














                                  SURVEY CONTROL DATA
                                
                             STATE=AZ
                             [MARCH 13, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9085 ***********************************************************************
 DG9085  PACS        -  This is a Primary Airport Control Station.
 DG9085  DESIGNATION -  0V7 A
 DG9085  PID         -  DG9085
 DG9085  STATE/COUNTY-  AZ/NAVAJO
 DG9085  USGS QUAD   -  KAYENTA EAST (1968)
 DG9085
 DG9085                         *CURRENT SURVEY CONTROL
 DG9085  ___________________________________________________________________
 DG9085* NAD 83(2007)-  36 42 54.12345(N)    110 14 03.91254(W)     ADJUSTED  
 DG9085* NAVD 88     -      1727.73   (meters)    5668.4    (feet)  GPS OBS   
 DG9085  ___________________________________________________________________
 DG9085  EPOCH DATE  -        2007.00
 DG9085  X           -  -1,770,927.443 (meters)                     COMP
 DG9085  Y           -  -4,804,331.564 (meters)                     COMP
 DG9085  Z           -   3,793,110.492 (meters)                     COMP
 DG9085  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DG9085  ELLIP HEIGHT-        1707.250 (meters)          (02/10/07) ADJUSTED
 DG9085  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 DG9085
 DG9085  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9085  Type    PID    Designation                      North   East  Ellip
 DG9085  -------------------------------------------------------------------
 DG9085  NETWORK DG9085 0V7 A                             0.39   0.33   1.49
 DG9085  -------------------------------------------------------------------
 DG9085
 DG9085.This mark is at Kayenta Airport  (0V7)
 DG9085
 DG9085.The horizontal coordinates were established by GPS observations
 DG9085.and adjusted by the National Geodetic Survey in February 2007.
 DG9085
 DG9085.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9085.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9085.The horizontal coordinates are valid at the epoch date displayed above.
 DG9085.The epoch date for horizontal control is a decimal equivalence
 DG9085.of Year/Month/Day.
 DG9085
 DG9085.The orthometric height was determined by GPS observations and a
 DG9085.high-resolution geoid model.
 DG9085
 DG9085.GPS derived orthometric heights for airport stations designated as
 DG9085.PACS or SACS are published to 2 decimal places.  This maintains
 DG9085.centimeter relative accuracy between the PACS and SACS.  It does
 DG9085.not indicate centimeter accuracy relative to other marks which are
 DG9085.part of the NAVD 88 network.
 DG9085
 DG9085.Photographs are available for this station.
 DG9085
 DG9085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9085
 DG9085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9085
 DG9085.The ellipsoidal height was determined by GPS observations
 DG9085.and is referenced to NAD 83.
 DG9085
 DG9085.The geoid height was determined by GEOID03.
 DG9085
 DG9085;                    North         East     Units Scale Factor Converg.
 DG9085;SPC AZ E     -   633,851.337   207,307.323   MT  0.99990045   -0 02 25.8
 DG9085;SPC AZ E     - 2,079,564.75    680,142.14   iFT  0.99990045   -0 02 25.8
 DG9085;UTM  12      - 4,063,534.053   568,372.230   MT  0.99965759   +0 27 27.8
 DG9085
 DG9085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9085!SPC AZ E     -   0.99973214  x   0.99990045  =   0.99963262
 DG9085!UTM  12      -   0.99973214  x   0.99965759  =   0.99938982
 DG9085
 DG9085                          SUPERSEDED SURVEY CONTROL
 DG9085
 DG9085  NAD 83(1992)-  36 42 54.12314(N)    110 14 03.91239(W) AD(       ) B
 DG9085  ELLIP H (01/17/05) 1707.244  (m)                       GP(       ) 4 1
 DG9085
 DG9085.Superseded values are not recommended for survey control.
 DG9085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9085.See file dsdata.txt to determine how the superseded data were derived.
 DG9085
 DG9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6837263534(NAD 83)
 DG9085_MARKER: F = FLANGE-ENCASED ROD
 DG9085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9085_STAMPING: 0V7 A 2004
 DG9085_MARK LOGO: NGS   
 DG9085_PROJECTION: FLUSH
 DG9085_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9085+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2008
 DG9085_ROD/PIPE-DEPTH: 8.17 meters
 DG9085_SLEEVE-DEPTH  : 0.9 meters
 DG9085
 DG9085  HISTORY     - Date     Condition        Report By
 DG9085  HISTORY     - 20041109 MONUMENTED       MSAM
 DG9085  HISTORY     - 20080110 GOOD             INDIV
 DG9085
 DG9085                          STATION DESCRIPTION
 DG9085
 DG9085'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9085'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9085'IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF KAYENTA,  AT THE KAYENTA
 DG9085'MUNICIPAL AIRPORT.
 DG9085' 
 DG9085'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 160 AND US
 DG9085'HIGHWAY 163 IN KAYENTA, GO EAST ON HIGHWAY 160 FOR 0.72 KM (0.45 MI)
 DG9085'TO A ROAD ON THE LEFT.  TURN LEFT (NORTH) ON TO THE ACCESS ROAD AND
 DG9085'CONTINUE NORTH FOR 0.32 KM (0.2 MI) TO RUNWAY 5-23.  TURN RIGHT (EAST)
 DG9085'ON THE RUNWAY FOR 0.56 KM (0.35 MI) AND THE STATION ON THE LEFT.
 DG9085' 
 DG9085'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DG9085'REFUSAL AT A DEPTH OF 8.17 M (26.8 FT)ENCASED IN A 0.9 M (3.0 FT) LONG
 DG9085'GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DG9085'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 63.2 M
 DG9085'(207.3 FT) NORTH OF THE NORTH EDGE OF RUNWAY 5-23,60.0 M (196.8 FT)
 DG9085'NORTH OF A RUNWAY LIGHT, AND 1.6 M (5.2 FT) SOUTH OF THE PERIMETER
 DG9085'FENCE AND A FIBERGLASS WITNESS POST. THIS STATION IS DESIGNATED AS A
 DG9085'PRIMARY CONTROL STATION.
 DG9085
 DG9085                          STATION RECOVERY (2008)
 DG9085
 DG9085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (PAB)
 DG9085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9086 ***********************************************************************
 DG9086  SACS        -  This is a Secondary Airport Control Station.
 DG9086  DESIGNATION -  0V7 B
 DG9086  PID         -  DG9086
 DG9086  STATE/COUNTY-  AZ/NAVAJO
 DG9086  USGS QUAD   -  KAYENTA EAST (1968)
 DG9086
 DG9086                         *CURRENT SURVEY CONTROL
 DG9086  ___________________________________________________________________
 DG9086* NAD 83(2007)-  36 42 46.65604(N)    110 14 24.56123(W)     ADJUSTED  
 DG9086* NAVD 88     -      1733.07   (meters)    5685.9    (feet)  GPS OBS   
 DG9086  ___________________________________________________________________
 DG9086  EPOCH DATE  -        2007.00
 DG9086  X           -  -1,771,457.487 (meters)                     COMP
 DG9086  Y           -  -4,804,287.426 (meters)                     COMP
 DG9086  Z           -   3,792,929.113 (meters)                     COMP
 DG9086  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DG9086  ELLIP HEIGHT-        1712.596 (meters)          (02/10/07) ADJUSTED
 DG9086  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 DG9086
 DG9086  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9086  Type    PID    Designation                      North   East  Ellip
 DG9086  -------------------------------------------------------------------
 DG9086  NETWORK DG9086 0V7 B                             0.43   0.35   1.53
 DG9086  -------------------------------------------------------------------
 DG9086
 DG9086.This mark is at Kayenta Airport  (0V7)
 DG9086
 DG9086.The horizontal coordinates were established by GPS observations
 DG9086.and adjusted by the National Geodetic Survey in February 2007.
 DG9086
 DG9086.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9086.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9086.The horizontal coordinates are valid at the epoch date displayed above.
 DG9086.The epoch date for horizontal control is a decimal equivalence
 DG9086.of Year/Month/Day.
 DG9086
 DG9086.The orthometric height was determined by GPS observations and a
 DG9086.high-resolution geoid model.
 DG9086
 DG9086.GPS derived orthometric heights for airport stations designated as
 DG9086.PACS or SACS are published to 2 decimal places.  This maintains
 DG9086.centimeter relative accuracy between the PACS and SACS.  It does
 DG9086.not indicate centimeter accuracy relative to other marks which are
 DG9086.part of the NAVD 88 network.
 DG9086
 DG9086.Photographs are available for this station.
 DG9086
 DG9086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9086
 DG9086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9086
 DG9086.The ellipsoidal height was determined by GPS observations
 DG9086.and is referenced to NAD 83.
 DG9086
 DG9086.The geoid height was determined by GEOID03.
 DG9086
 DG9086;                    North         East     Units Scale Factor Converg.
 DG9086;SPC AZ E     -   633,621.550   206,794.750   MT  0.99990053   -0 02 38.2
 DG9086;SPC AZ E     - 2,078,810.86    678,460.47   iFT  0.99990053   -0 02 38.2
 DG9086;UTM  12      - 4,063,299.875   567,861.798   MT  0.99965673   +0 27 15.3
 DG9086
 DG9086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9086!SPC AZ E     -   0.99973130  x   0.99990053  =   0.99963186
 DG9086!UTM  12      -   0.99973130  x   0.99965673  =   0.99938812
 DG9086
 DG9086                          SUPERSEDED SURVEY CONTROL
 DG9086
 DG9086  NAD 83(1992)-  36 42 46.65573(N)    110 14 24.56109(W) AD(       ) 1
 DG9086  ELLIP H (01/17/05) 1712.590  (m)                       GP(       ) 4 1
 DG9086
 DG9086.Superseded values are not recommended for survey control.
 DG9086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9086.See file dsdata.txt to determine how the superseded data were derived.
 DG9086
 DG9086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6786263300(NAD 83)
 DG9086_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9086_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG9086_STAMPING: 0V7 B 2004
 DG9086_MARK LOGO: NGS   
 DG9086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9086+STABILITY: SURFACE MOTION
 DG9086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9086+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 DG9086
 DG9086  HISTORY     - Date     Condition        Report By
 DG9086  HISTORY     - 20041109 MONUMENTED       MSAM
 DG9086
 DG9086                          STATION DESCRIPTION
 DG9086
 DG9086'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9086'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9086'IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF KAYENTA, AT THE KAYENTA
 DG9086'MUNICIPAL AIRPORT.
 DG9086' 
 DG9086'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 160 AND US
 DG9086'HIGHWAY 163 IN KAYENTA, GO EAST ON HIGHWAY 160 FOR 0.72 KM (0.45 MI)
 DG9086'TO A ROAD ON THE LEFT.   TURN LEFT (NORTH) ON TO THE ACCESS ROAD AND
 DG9086'CONTINUE NORTH FOR 0.32 KM (0.2 MI)  TO RUNWAY 5-23.  TURN RIGHT
 DG9086'(EAST) ON THE RUNWAY FOR 60.96 M (200 FT) AND THE  STATION ON THE
 DG9086'LEFT.
 DG9086' 
 DG9086'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DG9086'POST.  IT IS  69.36 M (227.6 FT) NORTH OF A RUNWAY LIGHT, 62.56 M
 DG9086'(205.3 FT) NORTH OF THE NORTH  EDGE OF RUNWAY 5-23, 37.55 M (123.2 FT)
 DG9086'EAST OF A FENCE H-BRACE IN THE FENCE, 2.0 M  (6.6 FT) SOUTH OF THE
 DG9086'FENCE AND A FIBERGLASS WITNESS POST. THIS STATION IS DESIGNATED  AS A
 DG9086'SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9087 ***********************************************************************
 DG9087  SACS        -  This is a Secondary Airport Control Station.
 DG9087  DESIGNATION -  0V7 C
 DG9087  PID         -  DG9087
 DG9087  STATE/COUNTY-  AZ/NAVAJO
 DG9087  USGS QUAD   -  KAYENTA EAST (1968)
 DG9087
 DG9087                         *CURRENT SURVEY CONTROL
 DG9087  ___________________________________________________________________
 DG9087* NAD 83(2007)-  36 42 55.43506(N)    110 13 42.64524(W)     ADJUSTED  
 DG9087* NAVD 88     -      1725.42   (meters)    5660.8    (feet)  GPS OBS   
 DG9087  ___________________________________________________________________
 DG9087  EPOCH DATE  -        2007.00
 DG9087  X           -  -1,770,423.069 (meters)                     COMP
 DG9087  Y           -  -4,804,489.694 (meters)                     COMP
 DG9087  Z           -   3,793,141.518 (meters)                     COMP
 DG9087  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DG9087  ELLIP HEIGHT-        1704.920 (meters)          (02/10/07) ADJUSTED
 DG9087  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 DG9087
 DG9087  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9087  Type    PID    Designation                      North   East  Ellip
 DG9087  -------------------------------------------------------------------
 DG9087  NETWORK DG9087 0V7 C                             0.53   0.41   1.63
 DG9087  -------------------------------------------------------------------
 DG9087
 DG9087.This mark is at Kayenta Airport  (0V7)
 DG9087
 DG9087.The horizontal coordinates were established by GPS observations
 DG9087.and adjusted by the National Geodetic Survey in February 2007.
 DG9087
 DG9087.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9087.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9087.The horizontal coordinates are valid at the epoch date displayed above.
 DG9087.The epoch date for horizontal control is a decimal equivalence
 DG9087.of Year/Month/Day.
 DG9087
 DG9087.The orthometric height was determined by GPS observations and a
 DG9087.high-resolution geoid model.
 DG9087
 DG9087.GPS derived orthometric heights for airport stations designated as
 DG9087.PACS or SACS are published to 2 decimal places.  This maintains
 DG9087.centimeter relative accuracy between the PACS and SACS.  It does
 DG9087.not indicate centimeter accuracy relative to other marks which are
 DG9087.part of the NAVD 88 network.
 DG9087
 DG9087.Photographs are available for this station.
 DG9087
 DG9087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9087
 DG9087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9087
 DG9087.The ellipsoidal height was determined by GPS observations
 DG9087.and is referenced to NAD 83.
 DG9087
 DG9087.The geoid height was determined by GEOID03.
 DG9087
 DG9087;                    North         East     Units Scale Factor Converg.
 DG9087;SPC AZ E     -   633,891.408   207,835.096   MT  0.99990038   -0 02 13.1
 DG9087;SPC AZ E     - 2,079,696.22    681,873.67   iFT  0.99990038   -0 02 13.1
 DG9087;UTM  12      - 4,063,578.700   568,899.506   MT  0.99965848   +0 27 40.5
 DG9087
 DG9087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9087!SPC AZ E     -   0.99973251  x   0.99990038  =   0.99963291
 DG9087!UTM  12      -   0.99973251  x   0.99965848  =   0.99939108
 DG9087
 DG9087                          SUPERSEDED SURVEY CONTROL
 DG9087
 DG9087  NAD 83(1992)-  36 42 55.43476(N)    110 13 42.64510(W) AD(       ) 1
 DG9087  ELLIP H (01/17/05) 1704.914  (m)                       GP(       ) 4 1
 DG9087
 DG9087.Superseded values are not recommended for survey control.
 DG9087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9087.See file dsdata.txt to determine how the superseded data were derived.
 DG9087
 DG9087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6890063579(NAD 83)
 DG9087_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9087_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG9087_STAMPING: 0V7 C 2004
 DG9087_MARK LOGO: NGS   
 DG9087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9087+STABILITY: SURFACE MOTION
 DG9087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9087+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 DG9087
 DG9087  HISTORY     - Date     Condition        Report By
 DG9087  HISTORY     - 20041109 MONUMENTED       MSAM
 DG9087
 DG9087                          STATION DESCRIPTION
 DG9087
 DG9087'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9087'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9087'IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF KAYENTA, AT THE KAYENTA
 DG9087'MUNICIPAL AIRPORT.
 DG9087' 
 DG9087'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 160 AND US
 DG9087'HIGHWAY 163 IN KAYENTA, GO EAST ON HIGHWAY 160 FOR 0.72 KM (0.45 MI)
 DG9087'TO A ROAD ON THE LEFT.   TURN LEFT (NORTH) ON TO THE ACCESS ROAD AND
 DG9087'CONTINUE NORTH FOR 0.32 KM (0.2 MI)  TO RUNWAY 5-23.  TURN RIGHT
 DG9087'(EAST) ON THE RUNWAY FOR 1.05 KM (0.65 MI) AND THE  STATION ON THE
 DG9087'RIGHT.
 DG9087' 
 DG9087'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DG9087'POST.   IT IS 93.5 M (306.8 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY
 DG9087'5-23, 102.2 M (335.3 FT)  EAST OF A CORNER ON THE SOUTH PERIMETER
 DG9087'FENCE, 1.5 M (4.9 FT) NORTH OF THE FENCE  AND A FIBERGLASS WITNESS
 DG9087'POST. THIS STATION IS DESIGNATED AS A SECONDARY CONTROL  STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0439 ***********************************************************************
 CY0439  DESIGNATION -  1
 CY0439  PID         -  CY0439
 CY0439  STATE/COUNTY-  AZ/COCHISE
 CY0439  USGS QUAD   -  RAILROAD PASS (1979)
 CY0439
 CY0439                         *CURRENT SURVEY CONTROL
 CY0439  ___________________________________________________________________
 CY0439* NAD 83(1986)-  32 21 46.     (N)    109 37 39.     (W)     SCALED    
 CY0439* NAVD 88     -      1234.73   (+/-2cm)    4050.9    (feet)  VERTCON   
 CY0439  ___________________________________________________________________
 CY0439  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0439  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0439
 CY0439.The horizontal coordinates were scaled from a topographic map and have
 CY0439.an estimated accuracy of +/- 6 seconds.
 CY0439
 CY0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0439.The vertical order pertains to the NGVD 29 superseded value.
 CY0439
 CY0439.The geoid height was determined by GEOID03.
 CY0439
 CY0439;                    North         East    Units  Estimated Accuracy
 CY0439;SPC AZ E     -   151,220.      264,100.      MT  (+/- 180 meters Scaled)
 CY0439
 CY0439                          SUPERSEDED SURVEY CONTROL
 CY0439
 CY0439  NGVD 29 (??/??/92) 1233.924  (m)         4048.30   (f) ADJ UNCH    1 2
 CY0439
 CY0439.Superseded values are not recommended for survey control.
 CY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0439.See file dsdata.txt to determine how the superseded data were derived.
 CY0439
 CY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA291814(NAD 83)
 CY0439_MARKER: DD = SURVEY DISK
 CY0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0439_SP_SET: BRIDGE
 CY0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0439
 CY0439  HISTORY     - Date     Condition        Report By
 CY0439  HISTORY     - UNK      MONUMENTED       AZHD
 CY0439  HISTORY     - 1960     GOOD             NGS
 CY0439
 CY0439                          STATION DESCRIPTION
 CY0439
 CY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0439'8.7 MI W FROM BOWIE.
 CY0439'7.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0439'STATION AT BOWIE, COCHISE COUNTY, THENCE 1.3 MILES NORTHWEST ALONG
 CY0439'STATE HIGHWAY 86, 0.25 MILE EAST OF HIGHWAY MILEPOST 343, 0.2 MILE
 CY0439'WEST OF THE EAST LEG OF THE Y INTERSECTION OF U.S. HIGHWAY 666, AT A
 CY0439'BRIDGE CARRYING THE WESTBOUND LANE OF HIGHWAY 86 OVER A DEEP WASH, IN
 CY0439'THE TOP OF THE EAST END OF THE BASE OF THE SOUTH RAILING, 18.3 FEET
 CY0439'SOUTH OF THE CENTERLINE OF THE BRIDGE, 21.7 FEET WEST OF THE EAST END
 CY0439'OF THE BRIDGE, AND 0.6 FOOT HIGHER THAN THE HIGHWAY.  AN ARIZONA
 CY0439'HIGHWAY DEPARTMENT STANDARD DISK, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1115 ***********************************************************************
 CZ1115  DESIGNATION -  1
 CZ1115  PID         -  CZ1115
 CZ1115  STATE/COUNTY-  AZ/PINAL
 CZ1115  USGS QUAD   -  STANFIELD (1992)
 CZ1115
 CZ1115                         *CURRENT SURVEY CONTROL
 CZ1115  ___________________________________________________________________
 CZ1115* NAD 83(1986)-  32 52 46.     (N)    111 58 49.     (W)     SCALED    
 CZ1115* NAVD 88     -       398.22   (+/-2cm)    1306.5    (feet)  VERTCON   
 CZ1115  ___________________________________________________________________
 CZ1115  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1115
 CZ1115.The horizontal coordinates were scaled from a topographic map and have
 CZ1115.an estimated accuracy of +/- 6 seconds.
 CZ1115
 CZ1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1115.The vertical order pertains to the NGVD 29 superseded value.
 CZ1115
 CZ1115.The geoid height was determined by GEOID03.
 CZ1115
 CZ1115;                    North         East    Units  Estimated Accuracy
 CZ1115;SPC AZ C     -   208,390.      207,410.      MT  (+/- 180 meters Scaled)
 CZ1115
 CZ1115                          SUPERSEDED SURVEY CONTROL
 CZ1115
 CZ1115  NGVD 29 (??/??/92)  397.641  (m)         1304.59   (f) ADJ UNCH    2 0
 CZ1115
 CZ1115.Superseded values are not recommended for survey control.
 CZ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1115.See file dsdata.txt to determine how the superseded data were derived.
 CZ1115
 CZ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB083383(NAD 83)
 CZ1115_MARKER: DD = SURVEY DISK
 CZ1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1115_SP_SET: CULVERT
 CZ1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1115
 CZ1115  HISTORY     - Date     Condition        Report By
 CZ1115  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1115  HISTORY     - 1951     GOOD             NGS
 CZ1115  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1115
 CZ1115                          STATION DESCRIPTION
 CZ1115
 CZ1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1115'0.4 MI W FROM STANFIELD.
 CZ1115'0.4 MILE WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1115'STANFIELD, AT THE T JUNCTION OF FUQUA ROAD, AT A LARGE CONCRETE BOX
 CZ1115'CULVERT OVER AN IRRIGATION CANAL, IN THE TOP OF THE WEST END OF THE
 CZ1115'SOUTH CONCRETE HEADWALL, 14.5 FEET SOUTH OF THE CENTER LINE OF THE
 CZ1115'HIGHWAY, 1.4 FEET EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 1
 CZ1115'FOOT HIGHER THAN THE HIGHWAY.
 CZ1115
 CZ1115                          STATION RECOVERY (1963)
 CZ1115
 CZ1115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0218 ***********************************************************************
 CZ0218  DESIGNATION -  1
 CZ0218  PID         -  CZ0218
 CZ0218  STATE/COUNTY-  AZ/PIMA
 CZ0218  USGS QUAD   -  TUCSON SW (1992)
 CZ0218
 CZ0218                         *CURRENT SURVEY CONTROL
 CZ0218  ___________________________________________________________________
 CZ0218* NAD 83(1986)-  32 04 23.     (N)    110 57 30.     (W)     SCALED    
 CZ0218* NAVD 88     -       788.305  (meters)    2586.30   (feet)  ADJUSTED  
 CZ0218  ___________________________________________________________________
 CZ0218  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0218  DYNAMIC HT  -         787.192 (meters)    2582.65  (feet)  COMP
 CZ0218  MODELED GRAV-     979,201.9   (mgal)                       NAVD 88
 CZ0218
 CZ0218  VERT ORDER  -  FIRST     CLASS II
 CZ0218
 CZ0218.The horizontal coordinates were scaled from a topographic map and have
 CZ0218.an estimated accuracy of +/- 6 seconds.
 CZ0218
 CZ0218.The orthometric height was determined by differential leveling
 CZ0218.and adjusted in June 1991.
 CZ0218
 CZ0218.The geoid height was determined by GEOID03.
 CZ0218
 CZ0218.The dynamic height is computed by dividing the NAVD 88
 CZ0218.geopotential number by the normal gravity value computed on the
 CZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0218.degrees latitude (g = 980.6199 gals.).
 CZ0218
 CZ0218.The modeled gravity was interpolated from observed gravity values.
 CZ0218
 CZ0218;                    North         East    Units  Estimated Accuracy
 CZ0218;SPC AZ C     -   119,370.      303,840.      MT  (+/- 180 meters Scaled)
 CZ0218
 CZ0218                          SUPERSEDED SURVEY CONTROL
 CZ0218
 CZ0218  NGVD 29 (??/??/92)  787.691  (m)         2584.28   (f) ADJ UNCH    1 2
 CZ0218
 CZ0218.Superseded values are not recommended for survey control.
 CZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0218.See file dsdata.txt to determine how the superseded data were derived.
 CZ0218
 CZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039485(NAD 83)
 CZ0218_MARKER: DD = SURVEY DISK
 CZ0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0218_SP_SET: CULVERT
 CZ0218_STAMPING: 1
 CZ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0218
 CZ0218  HISTORY     - Date     Condition        Report By
 CZ0218  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0218  HISTORY     - 1953     GOOD             NGS
 CZ0218  HISTORY     - 1980     GOOD             NGS
 CZ0218  HISTORY     - 1980     MARK NOT FOUND   AZHD
 CZ0218  HISTORY     - 19990213 GOOD             USPSQD
 CZ0218  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0218
 CZ0218                          STATION DESCRIPTION
 CZ0218
 CZ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0218'8.05 MI N FROM SAHUARITA.
 CZ0218'8.05 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0218'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 107 FEET
 CZ0218'WEST OF THE WEST RAIL AT THE CENTER OF WOODEN RAILROAD BRIDGE 994.75,
 CZ0218'AT A U.S. HIGHWAY 89 CONCRETE BOX CULVERT, IN TOP OF THE APPROXIMATE
 CZ0218'CENTER OF THE EAST CONCRETE HEAD WALL, 23.4 FEET EAST OF THE CENTER
 CZ0218'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0218
 CZ0218                          STATION RECOVERY (1980)
 CZ0218
 CZ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0218'13.2 KILOMETERS (8.2 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0218'THE POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE
 CZ0218'EAST HEADWALL OF A 1.2 X 1.5 METER (4 X 5 FOOT) BOX CULVERT
 CZ0218'AND AT A POWERLINE CROSSING THE HIGHWAY, 88 PACES SOUTH OF
 CZ0218'A CIRCLE K QUICK STOP MARKET, 7.1 METERS (23.4 FEET) EAST OF
 CZ0218'THE CENTERLINE OF THE HIGHWAY.
 CZ0218'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CZ0218
 CZ0218                          STATION RECOVERY (1980)
 CZ0218
 CZ0218'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1980
 CZ0218'MARK NOT FOUND.
 CZ0218
 CZ0218                          STATION RECOVERY (1999)
 CZ0218
 CZ0218'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0218'RECOVERED IN GOOD CONDITION.
 CZ0218
 CZ0218                          STATION RECOVERY (2006)
 CZ0218
 CZ0218'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0218'MARK NOT FOUND.  NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0773 ***********************************************************************
 CZ0773  DESIGNATION -  1
 CZ0773  PID         -  CZ0773
 CZ0773  STATE/COUNTY-  AZ/PIMA
 CZ0773  USGS QUAD   -  THREE POINTS (1992)
 CZ0773
 CZ0773                         *CURRENT SURVEY CONTROL
 CZ0773  ___________________________________________________________________
 CZ0773* NAD 83(1986)-  32 04 20.     (N)    111 21 10.     (W)     SCALED    
 CZ0773* NAVD 88     -       782.25   (+/-2cm)    2566.4    (feet)  VERTCON   
 CZ0773  ___________________________________________________________________
 CZ0773  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0773
 CZ0773.The horizontal coordinates were scaled from a topographic map and have
 CZ0773.an estimated accuracy of +/- 6 seconds.
 CZ0773
 CZ0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0773.The vertical order pertains to the NGVD 29 superseded value.
 CZ0773
 CZ0773.The geoid height was determined by GEOID03.
 CZ0773
 CZ0773;                    North         East    Units  Estimated Accuracy
 CZ0773;SPC AZ C     -   119,010.      266,600.      MT  (+/- 180 meters Scaled)
 CZ0773
 CZ0773                          SUPERSEDED SURVEY CONTROL
 CZ0773
 CZ0773  NGVD 29 (??/??/92)  781.566  (m)         2564.19   (f) ADJ UNCH    2 0
 CZ0773
 CZ0773.Superseded values are not recommended for survey control.
 CZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0773.See file dsdata.txt to determine how the superseded data were derived.
 CZ0773
 CZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA667484(NAD 83)
 CZ0773_MARKER: DD = SURVEY DISK
 CZ0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0773_SP_SET: CULVERT
 CZ0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0773
 CZ0773  HISTORY     - Date     Condition        Report By
 CZ0773  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0773  HISTORY     - 1951     GOOD             NGS
 CZ0773
 CZ0773                          STATION DESCRIPTION
 CZ0773
 CZ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0773'24.7 MI SW FROM TUCSON.
 CZ0773'24.7 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0773'HIGHWAY 86, 2.4 MILES WEST OF THE GRADE SCHOOL AT THREE POINTS, 0.15
 CZ0773'MILES WEST OF WHERE A POWER LINE CROSSES THE ROAD, AND SET IN THE TOP
 CZ0773'AND IN THE CENTER OF THE SOUTHEAST HEADWALL OF A 4 BY 6 FOOT CONCRETE
 CZ0773'CULVERT, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0773'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1255 ***********************************************************************
 DV1255  DESIGNATION -  1
 DV1255  PID         -  DV1255
 DV1255  STATE/COUNTY-  AZ/MARICOPA
 DV1255  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1255
 DV1255                         *CURRENT SURVEY CONTROL
 DV1255  ___________________________________________________________________
 DV1255* NAD 83(1986)-  33 37 02.     (N)    112 07 00.     (W)     SCALED    
 DV1255* NAVD 88     -       397.621  (meters)    1304.53   (feet)  ADJUSTED  
 DV1255  ___________________________________________________________________
 DV1255  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV1255  DYNAMIC HT  -         397.160 (meters)    1303.02  (feet)  COMP
 DV1255  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 DV1255
 DV1255  VERT ORDER  -  FIRST     CLASS II
 DV1255
 DV1255.The horizontal coordinates were scaled from a topographic map and have
 DV1255.an estimated accuracy of +/- 6 seconds.
 DV1255
 DV1255.The orthometric height was determined by differential leveling
 DV1255.and adjusted in June 1991.
 DV1255
 DV1255.The geoid height was determined by GEOID03.
 DV1255
 DV1255.The dynamic height is computed by dividing the NAVD 88
 DV1255.geopotential number by the normal gravity value computed on the
 DV1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1255.degrees latitude (g = 980.6199 gals.).
 DV1255
 DV1255.The modeled gravity was interpolated from observed gravity values.
 DV1255
 DV1255;                    North         East    Units  Estimated Accuracy
 DV1255;SPC AZ C     -   290,220.      194,800.      MT  (+/- 180 meters Scaled)
 DV1255
 DV1255                          SUPERSEDED SURVEY CONTROL
 DV1255
 DV1255.No superseded survey control is available for this station.
 DV1255
 DV1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964202(NAD 83)
 DV1255_MARKER: DB = BENCH MARK DISK
 DV1255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1255_SP_SET: HEADWALL
 DV1255_STAMPING: 1
 DV1255_MARK LOGO: AZDT  
 DV1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1255+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DV1255
 DV1255  HISTORY     - Date     Condition        Report By
 DV1255  HISTORY     - UNK      MONUMENTED       AZDT
 DV1255  HISTORY     - 1981     GOOD             NGS
 DV1255  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1255  HISTORY     - 20070302 GOOD             GEOCAC
 DV1255
 DV1255                          STATION DESCRIPTION
 DV1255
 DV1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1255'15.8 KM (9.8 MI) NORTH FROM PHOENIX.
 DV1255'15.8 KM (9.8 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1255'INTERSECTION OF GRAND AVENUE AT PHOENIX, AT THE CROSSING OF A POWER
 DV1255'LINE, IN TOP AND CENTER OF THE WEST HEADWALL OF A DOUBLE BOX CULVERT
 DV1255'UNDER THE WEST FRONTAGE ROAD, 5.7 METERS (18.7 FT) WEST OF THE
 DV1255'CENTERLINE OF THE FRONTAGE ROAD, 9.8 METERS (32 FT) NORTH-NORTHEAST OF
 DV1255'A POWER LINE POLE WITH A TRANSFORMER, 65.9 METERS (216 FT) SOUTH OF
 DV1255'THE CENTERLINE OF COUNTRY GABLES DRIVE.
 DV1255'THE MARK IS 0.15 M BELOW THE ROAD.
 DV1255
 DV1255                          STATION RECOVERY (2004)
 DV1255
 DV1255'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1255'MARK NOT FOUND
 DV1255
 DV1255                          STATION RECOVERY (2007)
 DV1255
 DV1255'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0775 ***********************************************************************
 ET0775  DESIGNATION -  1
 ET0775  PID         -  ET0775
 ET0775  STATE/COUNTY-  AZ/LA PAZ
 ET0775  USGS QUAD   -  ALAMO DAM (1990)
 ET0775
 ET0775                         *CURRENT SURVEY CONTROL
 ET0775  ___________________________________________________________________
 ET0775* NAD 83(1986)-  34 13 49.     (N)    113 36 04.     (W)     SCALED    
 ET0775* NAVD 88     -       390.354  (meters)    1280.69   (feet)  ADJUSTED  
 ET0775  ___________________________________________________________________
 ET0775  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0775  DYNAMIC HT  -         389.919 (meters)    1279.26  (feet)  COMP
 ET0775  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 ET0775
 ET0775  VERT ORDER  -  FIRST     CLASS II
 ET0775
 ET0775.The horizontal coordinates were scaled from a topographic map and have
 ET0775.an estimated accuracy of +/- 6 seconds.
 ET0775
 ET0775.The orthometric height was determined by differential leveling
 ET0775.and adjusted in June 1991.
 ET0775
 ET0775.The geoid height was determined by GEOID03.
 ET0775
 ET0775.The dynamic height is computed by dividing the NAVD 88
 ET0775.geopotential number by the normal gravity value computed on the
 ET0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0775.degrees latitude (g = 980.6199 gals.).
 ET0775
 ET0775.The modeled gravity was interpolated from observed gravity values.
 ET0775
 ET0775;                    North         East    Units  Estimated Accuracy
 ET0775;SPC AZ W     -   358,220.      227,080.      MT  (+/- 180 meters Scaled)
 ET0775
 ET0775                          SUPERSEDED SURVEY CONTROL
 ET0775
 ET0775.No superseded survey control is available for this station.
 ET0775
 ET0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC604907(NAD 83)
 ET0775_MARKER: DB = BENCH MARK DISK
 ET0775_SETTING: 66 = SET IN ROCK OUTCROP
 ET0775_SP_SET: ROCK OUTCROP
 ET0775_STAMPING: BM 1 LA DIST 1968
 ET0775_MARK LOGO: USE   
 ET0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0775+STABILITY: POSITION/ELEVATION WELL
 ET0775
 ET0775  HISTORY     - Date     Condition        Report By
 ET0775  HISTORY     - 1968     MONUMENTED       USE
 ET0775  HISTORY     - 1981     GOOD             NGS
 ET0775
 ET0775                          STATION DESCRIPTION
 ET0775
 ET0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0775'0.1 KM (0.05 MI) SE FROM ALAMO LAKE.
 ET0775'0.1 KM (0.05 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0775'SOUTHEAST END OF ALAMO DAM, ON THE INSIDE OF A SLIGHT ROAD CURVE, SET
 ET0775'IN TOP OF A SMALL OUTCROP SHELF AT THE BOTTOM OF A 3 X 2 FOOT OUTCROP
 ET0775'SHELF SLOPING 45 DEGREES, 4.4 METERS (14.5 FT) NORTHEAST OF THE
 ET0775'CENTERLINE OF THE ROAD, 78.6 METERS (262 FT) NORTHWEST OF THE
 ET0775'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A ROAD LEADING TO THE
 ET0775'BOTTOM OF THE DAM.
 ET0775'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0776 ***********************************************************************
 DU0776  DESIGNATION -  1
 DU0776  PID         -  DU0776
 DU0776  STATE/COUNTY-  AZ/MARICOPA
 DU0776  USGS QUAD   -  HIGLEY (1981)
 DU0776
 DU0776                         *CURRENT SURVEY CONTROL
 DU0776  ___________________________________________________________________
 DU0776* NAD 83(1986)-  33 18 49.     (N)    111 40 22.     (W)     SCALED    
 DU0776* NAVD 88     -       409.55   (+/-2cm)    1343.7    (feet)  VERTCON   
 DU0776  ___________________________________________________________________
 DU0776  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0776
 DU0776.This mark is at Phoenix-Williams Gateway Airport (IWA)
 DU0776
 DU0776.The horizontal coordinates were scaled from a topographic map and have
 DU0776.an estimated accuracy of +/- 6 seconds.
 DU0776
 DU0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0776.The vertical order pertains to the NGVD 29 superseded value.
 DU0776
 DU0776.The geoid height was determined by GEOID03.
 DU0776
 DU0776;                    North         East    Units  Estimated Accuracy
 DU0776;SPC AZ C     -   256,560.      236,070.      MT  (+/- 180 meters Scaled)
 DU0776
 DU0776                          SUPERSEDED SURVEY CONTROL
 DU0776
 DU0776  NGVD 29 (??/??/92)  409.05   (m)         1342.0    (f) COMPUTED    2 0
 DU0776
 DU0776.Superseded values are not recommended for survey control.
 DU0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0776.See file dsdata.txt to determine how the superseded data were derived.
 DU0776
 DU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB373862(NAD 83)
 DU0776_MARKER: Z = SEE DESCRIPTION
 DU0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0776_SP_SET: APRON
 DU0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0776
 DU0776  HISTORY     - Date     Condition        Report By
 DU0776  HISTORY     - UNK      MONUMENTED       USE
 DU0776  HISTORY     - 1948     MARK NOT FOUND   NGS
 DU0776  HISTORY     - 20070726 MARK NOT FOUND   GEOCAC
 DU0776
 DU0776                          STATION DESCRIPTION
 DU0776
 DU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0776'IN WILLIAMS FIELD.
 DU0776'AT WILLIAMS A.F.B., MARICOPA COUNTY, 1,400 FEET NORTHWEST ALONG THE
 DU0776'CONCRETE APRON FROM THE JUNCTION OF A SHORT TAXIWAY LEADING NORTHEAST,
 DU0776'AT THE JUNCTION OF THE OLD AND NEW SECTIONS OF THE APRON, OPPOSITE
 DU0776'BUILDING T 49, 50.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE APRON,
 DU0776'AND IN A LEAD-FILLED HOLE IN THE APRON.  A CORPS OF ENGINEERS, U.S.
 DU0776'ARMY, STANDARD COPPER NAIL AND WASHER.
 DU0776
 DU0776                          STATION RECOVERY (2007)
 DU0776
 DU0776'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1146 ***********************************************************************
 ES1146  DESIGNATION -  1 21 X
 ES1146  PID         -  ES1146
 ES1146  STATE/COUNTY-  AZ/NAVAJO
 ES1146  USGS QUAD   -  SPOTTED MOUNTAIN (1977)
 ES1146
 ES1146                         *CURRENT SURVEY CONTROL
 ES1146  ___________________________________________________________________
 ES1146* NAD 83(1992)-  34 03 30.96893(N)    110 31 40.99913(W)     ADJUSTED  
 ES1146* NAVD 88     -      1867.3    (meters)    6126.     (feet)  VERTCON   
 ES1146  ___________________________________________________________________
 ES1146  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ES1146  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 ES1146  HORZ ORDER  -  THIRD
 ES1146
 ES1146.The horizontal coordinates were established by classical geodetic methods
 ES1146.and adjusted by the National Geodetic Survey in August 1993.
 ES1146
 ES1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1146
 ES1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1146
 ES1146.The geoid height was determined by GEOID03.
 ES1146
 ES1146;                    North         East     Units Scale Factor Converg.
 ES1146;SPC AZ E     -   339,212.480   179,999.385   MT  0.99991371   -0 12 08.6
 ES1146;SPC AZ E     - 1,112,901.84    590,549.16   iFT  0.99991371   -0 12 08.6
 ES1146;UTM  12      - 3,768,754.193   543,553.302   MT  0.99962338   +0 15 51.5
 ES1146
 ES1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1146!SPC AZ E     -   0.99971082  x   0.99991371  =   0.99962455
 ES1146!UTM  12      -   0.99971082  x   0.99962338  =   0.99933431
 ES1146
 ES1146:                Primary Azimuth Mark                     Grid Az
 ES1146:SPC AZ E     -  1 22 X                                   227 48 39.8
 ES1146:UTM  12      -  1 22 X                                   227 20 39.7
 ES1146
 ES1146|---------------------------------------------------------------------|
 ES1146| PID    Reference Object                     Distance      Geod. Az  |
 ES1146|                                                           dddmmss.s |
 ES1146| ES1147 1 22 X                              APPROX. 4.8 KM 2273631.2 |
 ES1146|---------------------------------------------------------------------|
 ES1146
 ES1146                          SUPERSEDED SURVEY CONTROL
 ES1146
 ES1146  NAD 83(1986)-  34 03 30.96242(N)    110 31 41.00259(W) AD(       ) 3
 ES1146  NGVD 29 (04/27/90) 1866.5    (m)         6124.     (f) VERT ANG    3  
 ES1146
 ES1146.Superseded values are not recommended for survey control.
 ES1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1146.See file dsdata.txt to determine how the superseded data were derived.
 ES1146
 ES1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4355368754(NAD 83)
 ES1146_MARKER: X = CHISELED CROSS
 ES1146_SETTING: 66 = SET IN ROCK OUTCROP
 ES1146_SP_SET: SET IN ROCK OUTCROP
 ES1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1146+STABILITY: POSITION/ELEVATION WELL
 ES1146
 ES1146  HISTORY     - Date     Condition        Report By
 ES1146  HISTORY     - 1960     MONUMENTED       USGS
 ES1146
 ES1146                          STATION DESCRIPTION
 ES1146
 ES1146'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1146'LOCATED ABOUT 2.5 MI W. OF CIBECUE.  ON VERY PROMINENT RIDGE POINT
 ES1146'KNOWN LOCALLY AS CATO PEAK.
 ES1146'
 ES1146'TO REACH FROM CIBECUE POST OFFICE, DRIVE 0.6 MI N. TO T-RD. LEFT.
 ES1146'DRIVE 0.9 MI W. ALONG TRACK RD. ACROSS CIBECUE CREEK TO HIGHER
 ES1146'GROUND AND FOLLOW RD. N. TO V-RD. W.  TURN LEFT FOLLOWING DIM
 ES1146'TRACK RD. UP DEEP DRAIN 0.9 MI TO Y-RD., CONTINUE LEFT TO TOP OF
 ES1146'MESA AND FOLLOW TRACK RD. AROUND SOUTH END OF PEAK 0.7 MI TO
 ES1146'GATE, THEN 0.2 MI TO TANK, CROSS EARTH DAM AND CONTINUE 0.6 MI TO
 ES1146'FENCE CORNER.  LEAVE RD., TURN RIGHT AND DRIVE ABOUT 0.15 MI N. TO
 ES1146'DRAIN AND FENCE AND END OF TRUCK TRAVEL.  HIKE UP RIDGE AND END OF
 ES1146'STEEP POINT TO TOP AND STATION.  ABOUT A 30-MINUTE PACK.
 ES1146'
 ES1146'STATION MARK--CHISELED CROSS IN SANDSTONE OUTCROP ON SOUTHEAST
 ES1146'POINT OF RIDGE.
 ES1146'
 ES1146'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1147 ***********************************************************************
 ES1147  DESIGNATION -  1 22 X
 ES1147  PID         -  ES1147
 ES1147  STATE/COUNTY-  AZ/NAVAJO
 ES1147  USGS QUAD   -  SPOTTED MOUNTAIN (1977)
 ES1147
 ES1147                         *CURRENT SURVEY CONTROL
 ES1147  ___________________________________________________________________
 ES1147* NAD 83(1992)-  34 01 45.53153(N)    110 33 59.69950(W)     ADJUSTED  
 ES1147* NAVD 88     -      1730.5    (meters)    5677.     (feet)  VERTCON   
 ES1147  ___________________________________________________________________
 ES1147  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 ES1147  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 ES1147  HORZ ORDER  -  THIRD
 ES1147
 ES1147.The horizontal coordinates were established by classical geodetic methods
 ES1147.and adjusted by the National Geodetic Survey in August 1993.
 ES1147
 ES1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1147
 ES1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1147
 ES1147.The geoid height was determined by GEOID03.
 ES1147
 ES1147;                    North         East     Units Scale Factor Converg.
 ES1147;SPC AZ E     -   335,977.272   176,430.074   MT  0.99991681   -0 13 25.7
 ES1147;SPC AZ E     - 1,102,287.64    578,838.83   iFT  0.99991681   -0 13 25.7
 ES1147;UTM  12      - 3,765,490.989   540,011.492   MT  0.99961973   +0 14 33.2
 ES1147
 ES1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1147!SPC AZ E     -   0.99973230  x   0.99991681  =   0.99964913
 ES1147!UTM  12      -   0.99973230  x   0.99961973  =   0.99935213
 ES1147
 ES1147:                Primary Azimuth Mark                     Grid Az
 ES1147:SPC AZ E     -  SPOTTED MTN                              241 26 36.0
 ES1147:UTM  12      -  SPOTTED MTN                              240 58 37.1
 ES1147
 ES1147|---------------------------------------------------------------------|
 ES1147| PID    Reference Object                     Distance      Geod. Az  |
 ES1147|                                                           dddmmss.s |
 ES1147| ES0958 SPOTTED MTN                         APPROX. 4.6 KM 2411310.3 |
 ES1147|---------------------------------------------------------------------|
 ES1147
 ES1147                          SUPERSEDED SURVEY CONTROL
 ES1147
 ES1147  NAD 83(1986)-  34 01 45.52491(N)    110 33 59.70345(W) AD(       ) 3
 ES1147  NGVD 29 (04/27/90) 1729.7    (m)         5675.     (f) VERT ANG    3  
 ES1147
 ES1147.Superseded values are not recommended for survey control.
 ES1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1147.See file dsdata.txt to determine how the superseded data were derived.
 ES1147
 ES1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4001165491(NAD 83)
 ES1147_MARKER: H = DRILL HOLE
 ES1147_SETTING: 80 = SET IN A BOULDER
 ES1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1147+STABILITY: SURFACE MOTION
 ES1147
 ES1147  HISTORY     - Date     Condition        Report By
 ES1147  HISTORY     - 1960     MONUMENTED       USGS
 ES1147
 ES1147                          STATION DESCRIPTION
 ES1147
 ES1147'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1147'LOCATED ABOUT 6 MI SE. OF GRASSHOPPER RANCH, ABOUT 3.7 MI W. OF
 ES1147'CIBECUE, ABOUT 0.6 MI E. OF SPRING CREEK CROSSING ON
 ES1147'CIBECUE-GRASSHOPPER RD., ABOUT 0.2 MI N. OF AND ON HIGH POINT
 ES1147'ABOVE RD.  ON SPRING CREEK RIDGE.
 ES1147'
 ES1147'TO REACH NOT GIVEN.
 ES1147'
 ES1147'STATION MARK--SHALLOW DRILL HOLE IN LARGE, FLAT, SANDSTONE ROCK.
 ES1147'
 ES1147'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1148 ***********************************************************************
 ES1148  DESIGNATION -  1 25 B
 ES1148  PID         -  ES1148
 ES1148  STATE/COUNTY-  AZ/NAVAJO
 ES1148  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES1148
 ES1148                         *CURRENT SURVEY CONTROL
 ES1148  ___________________________________________________________________
 ES1148* NAD 83(1992)-  34 00 05.87208(N)    110 43 54.15962(W)     ADJUSTED  
 ES1148* NAVD 88     -      1638.6    (meters)    5376.     (feet)  VERTCON   
 ES1148  ___________________________________________________________________
 ES1148  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 ES1148  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 ES1148  HORZ ORDER  -  THIRD
 ES1148
 ES1148.The horizontal coordinates were established by classical geodetic methods
 ES1148.and adjusted by the National Geodetic Survey in August 1993.
 ES1148
 ES1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1148
 ES1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1148
 ES1148.The geoid height was determined by GEOID03.
 ES1148
 ES1148;                    North         East     Units Scale Factor Converg.
 ES1148;SPC AZ E     -   332,978.691   161,164.398   MT  0.99993357   -0 18 57.6
 ES1148;SPC AZ E     - 1,092,449.77    528,754.59   iFT  0.99993357   -0 18 57.6
 ES1148;UTM  12      - 3,762,369.272   524,775.468   MT  0.99960757   +0 09 00.1
 ES1148
 ES1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1148!SPC AZ E     -   0.99974677  x   0.99993357  =   0.99968036
 ES1148!UTM  12      -   0.99974677  x   0.99960757  =   0.99935444
 ES1148
 ES1148:                Primary Azimuth Mark                     Grid Az
 ES1148:SPC AZ E     -  1 25 X                                   346 06 53.2
 ES1148:UTM  12      -  1 25 X                                   345 38 55.5
 ES1148
 ES1148|---------------------------------------------------------------------|
 ES1148| PID    Reference Object                     Distance      Geod. Az  |
 ES1148|                                                           dddmmss.s |
 ES1148| ES1149 1 25 X                              APPROX. 4.5 KM 3454755.6 |
 ES1148|---------------------------------------------------------------------|
 ES1148
 ES1148                          SUPERSEDED SURVEY CONTROL
 ES1148
 ES1148  NAD 83(1986)-  34 00 05.86545(N)    110 43 54.16368(W) AD(       ) 3
 ES1148  NGVD 29 (04/27/90) 1637.9    (m)         5374.     (f) VERT ANG    3  
 ES1148
 ES1148.Superseded values are not recommended for survey control.
 ES1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1148.See file dsdata.txt to determine how the superseded data were derived.
 ES1148
 ES1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2477562369(NAD 83)
 ES1148_MARKER: H = DRILL HOLE
 ES1148_SETTING: 66 = SET IN ROCK OUTCROP
 ES1148_SP_SET: SET IN A ROCK LEDGE
 ES1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1148+STABILITY: POSITION/ELEVATION WELL
 ES1148
 ES1148  HISTORY     - Date     Condition        Report By
 ES1148  HISTORY     - 1960     MONUMENTED       USGS
 ES1148
 ES1148                          STATION DESCRIPTION
 ES1148
 ES1148'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1148'LOCATED ABOUT 15 MI WSW. OF CIBECUE, ABOUT 5.5 MI SE. OF Q RANCH.
 ES1148'ON HIGH, TIMBERED RIDGE W. OF ELLISON CREEK AND CANYON CREEK
 ES1148'FORK.
 ES1148'
 ES1148'TO REACH NOT GIVEN.
 ES1148'
 ES1148'STATION MARK--DRILL HOLE IN ROCK LEDGE NEAR EAST EDGE OF RIDGE.
 ES1148'
 ES1148'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1149 ***********************************************************************
 ES1149  DESIGNATION -  1 25 X
 ES1149  PID         -  ES1149
 ES1149  STATE/COUNTY-  AZ/NAVAJO
 ES1149  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES1149
 ES1149                         *CURRENT SURVEY CONTROL
 ES1149  ___________________________________________________________________
 ES1149* NAD 83(1992)-  34 02 26.14697(N)    110 44 36.80183(W)     ADJUSTED  
 ES1149* NAVD 88     -      1660.1    (meters)    5447.     (feet)  VERTCON   
 ES1149  ___________________________________________________________________
 ES1149  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 ES1149  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 ES1149  HORZ ORDER  -  THIRD
 ES1149
 ES1149.The horizontal coordinates were established by classical geodetic methods
 ES1149.and adjusted by the National Geodetic Survey in August 1993.
 ES1149
 ES1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1149
 ES1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1149
 ES1149.The geoid height was determined by GEOID03.
 ES1149
 ES1149;                    North         East     Units Scale Factor Converg.
 ES1149;SPC AZ E     -   337,306.573   160,094.552   MT  0.99993496   -0 19 22.6
 ES1149;SPC AZ E     - 1,106,648.86    525,244.59   iFT  0.99993496   -0 19 22.6
 ES1149;UTM  12      - 3,766,686.892   523,670.800   MT  0.99960691   +0 08 36.8
 ES1149
 ES1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1149!SPC AZ E     -   0.99974339  x   0.99993496  =   0.99967836
 ES1149!UTM  12      -   0.99974339  x   0.99960691  =   0.99935040
 ES1149
 ES1149:                Primary Azimuth Mark                     Grid Az
 ES1149:SPC AZ E     -  MID                                      260 36 38.6
 ES1149:UTM  12      -  MID                                      260 08 39.2
 ES1149
 ES1149|---------------------------------------------------------------------|
 ES1149| PID    Reference Object                     Distance      Geod. Az  |
 ES1149|                                                           dddmmss.s |
 ES1149| ES0957 MID                                 APPROX. 4.0 KM 2601716.0 |
 ES1149|---------------------------------------------------------------------|
 ES1149
 ES1149                          SUPERSEDED SURVEY CONTROL
 ES1149
 ES1149  NAD 83(1986)-  34 02 26.14052(N)    110 44 36.80629(W) AD(       ) 3
 ES1149  NGVD 29 (04/27/90) 1659.3    (m)         5444.     (f) VERT ANG    3  
 ES1149
 ES1149.Superseded values are not recommended for survey control.
 ES1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1149.See file dsdata.txt to determine how the superseded data were derived.
 ES1149
 ES1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2367166687(NAD 83)
 ES1149_MARKER: H = DRILL HOLE
 ES1149_SETTING: 80 = SET IN A BOULDER
 ES1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1149+STABILITY: SURFACE MOTION
 ES1149
 ES1149  HISTORY     - Date     Condition        Report By
 ES1149  HISTORY     - 1960     MONUMENTED       USGS
 ES1149
 ES1149                          STATION DESCRIPTION
 ES1149
 ES1149'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1149'LOCATED ABOUT 12.5 MI SE. OF YOUNG, ABOUT 3.5 MI SE. OF Q RANCH,
 ES1149'2.2 MI W. OF OAK CREEK RANCH HEADQUARTERS.  NEAR WEST EDGE OF FORT
 ES1149'APACHE INDIAN RESERVATION.
 ES1149'
 ES1149'TO REACH FROM YOUNG, DRIVE 11 MI N. AND E. TO Y-RD. S.  TURN
 ES1149'ABOUT 8 MI S. DOWN DIRT RD. TO Y-RD. SE. 1 MI NE. OF Q RANCH.
 ES1149'TURN SE. (LEFT) AND DRIVE 1.5 MI E. ALONG DIRT TRACK RD. TO TOP
 ES1149'OF HILL.  TURN RIGHT AND FOLLOW RD. INTO INDIAN RESERVATION 3.2 MI
 ES1149'TO GATE.  TURN OFF RD. S. (RIGHT) THROUGH GATE AND FOLLOW ALONG
 ES1149'TOP OF RIDGE S. THEN E. ABOUT 0.6 MI TO A POINT WHERE OPEN RIDGE
 ES1149'DROPS OFF TO E. AND STATION.
 ES1149'
 ES1149'STATION MARK--DRILL HOLE IN FLAT ROCK.
 ES1149'
 ES1149'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1150 ***********************************************************************
 ES1150  DESIGNATION -  1 47 A
 ES1150  PID         -  ES1150
 ES1150  STATE/COUNTY-  AZ/NAVAJO
 ES1150  USGS QUAD   -  CIBECUE (1977)
 ES1150
 ES1150                         *CURRENT SURVEY CONTROL
 ES1150  ___________________________________________________________________
 ES1150* NAD 83(1992)-  34 07 23.57573(N)    110 28 59.51734(W)     ADJUSTED  
 ES1150* NAVD 88     -      2014.0    (meters)    6608.     (feet)  VERTCON   
 ES1150  ___________________________________________________________________
 ES1150  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 ES1150  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ES1150  HORZ ORDER  -  THIRD
 ES1150
 ES1150.The horizontal coordinates were established by classical geodetic methods
 ES1150.and adjusted by the National Geodetic Survey in August 1993.
 ES1150
 ES1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1150
 ES1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1150
 ES1150.The geoid height was determined by GEOID03.
 ES1150
 ES1150;                    North         East     Units Scale Factor Converg.
 ES1150;SPC AZ E     -   346,365.219   184,162.359   MT  0.99991051   -0 10 39.2
 ES1150;SPC AZ E     - 1,136,368.83    604,207.21   iFT  0.99991051   -0 10 39.2
 ES1150;UTM  12      - 3,775,938.574   547,656.650   MT  0.99962800   +0 17 23.7
 ES1150
 ES1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1150!SPC AZ E     -   0.99968776  x   0.99991051  =   0.99959829
 ES1150!UTM  12      -   0.99968776  x   0.99962800  =   0.99931587
 ES1150
 ES1150:                Primary Azimuth Mark                     Grid Az
 ES1150:SPC AZ E     -  CUE                                      195 16 03.3
 ES1150:UTM  12      -  CUE                                      194 48 00.4
 ES1150
 ES1150|---------------------------------------------------------------------|
 ES1150| PID    Reference Object                     Distance      Geod. Az  |
 ES1150|                                                           dddmmss.s |
 ES1150| ES1087 CUE                                 APPROX.11.7 KM 1950524.1 |
 ES1150|---------------------------------------------------------------------|
 ES1150
 ES1150                          SUPERSEDED SURVEY CONTROL
 ES1150
 ES1150  NAD 83(1986)-  34 07 23.56885(N)    110 28 59.52051(W) AD(       ) 3
 ES1150  NGVD 29 (04/27/90) 2013.2    (m)         6605.     (f) VERT ANG    3  
 ES1150
 ES1150.Superseded values are not recommended for survey control.
 ES1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1150.See file dsdata.txt to determine how the superseded data were derived.
 ES1150
 ES1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4765775939(NAD 83)
 ES1150_MARKER: H = DRILL HOLE
 ES1150_SETTING: 80 = SET IN A BOULDER
 ES1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1150+STABILITY: SURFACE MOTION
 ES1150
 ES1150  HISTORY     - Date     Condition        Report By
 ES1150  HISTORY     - 1960     MONUMENTED       USGS
 ES1150
 ES1150                          STATION DESCRIPTION
 ES1150
 ES1150'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1150'LOCATED ABOUT 28 MI SW. OF SHOW LOW, ABOUT 5 MI N. OF CIBECUE.  ON
 ES1150'FORT APACHE INDIAN RESERVATION, ON HIGHEST POINT OF SOUTH END OF
 ES1150'SHARP RIDGE CALLED VALLEY VIEW.
 ES1150'
 ES1150'TO REACH FROM SHOW LOW POST OFFICE, DRIVE ABOUT 30 MI SW. ON U.S.
 ES1150'HWY. 60 TO JCT. OF CIBECUE RD.  TURN RIGHT ABOUT 14 MI W. TO
 ES1150'CIBECUE BRIDGE OVER CIBECUE CREEK.  TURN RIGHT ABOUT 1 MI N. TO
 ES1150'CIBECUE POST OFFICE, CONTINUE STRAIGHT ON MAIN-TRAVELED RD. UP
 ES1150'CIBECUE CREEK 6 MI TO DIM Y-RD. NE., JUST A SHORT DISTANCE PAST
 ES1150'FORD.  TURN RIGHT FOLLOWING TRACK RD. ABOUT 0.5 MI TO EARTHEN DAM
 ES1150'AND END OF TRUCK TRAVEL.  PACK PAST DAM UP MAIN DRAIN TO TRAIL.
 ES1150'ABOUT A 5-MINUTE HIKE.  TURN RIGHT UP STEEP TRAIL AND TOP OF
 ES1150'RIDGE.  A 50-MINUTE HIKE.  ON SOUTHERNMOST HIGH POINT.
 ES1150'
 ES1150'STATION MARK--DRILL HOLE IN ROCK.
 ES1150'
 ES1150'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1646 ***********************************************************************
 DB1646  DESIGNATION -  1 71 A
 DB1646  PID         -  DB1646
 DB1646  STATE/COUNTY-  AZ/YUMA
 DB1646  USGS QUAD   -  GADSDEN (1973)
 DB1646
 DB1646                         *CURRENT SURVEY CONTROL
 DB1646  ___________________________________________________________________
 DB1646* NAD 83(1992)-  32 29 34.40714(N)    114 48 33.95586(W)     ADJUSTED  
 DB1646* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 DB1646  ___________________________________________________________________
 DB1646  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DB1646  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1646  HORZ ORDER  -  THIRD
 DB1646
 DB1646.The horizontal coordinates were established by classical geodetic methods
 DB1646.and adjusted by the National Geodetic Survey in August 1993.
 DB1646
 DB1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1646
 DB1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1646
 DB1646.The geoid height was determined by GEOID03.
 DB1646
 DB1646;                    North         East     Units Scale Factor Converg.
 DB1646;SPC AZ W     -   166,018.832   113,794.384   MT  1.00005553   -0 34 09.0
 DB1646;SPC AZ W     -   544,681.21    373,341.15   iFT  1.00005553   -0 34 09.0
 DB1646;UTM  11      - 3,597,185.268   705,817.675   MT  1.00012239   +1 10 37.8
 DB1646
 DB1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1646!SPC AZ W     -   1.00000099  x   1.00005553  =   1.00005652
 DB1646!UTM  11      -   1.00000099  x   1.00012239  =   1.00012338
 DB1646
 DB1646                          SUPERSEDED SURVEY CONTROL
 DB1646
 DB1646  NAD 83(1986)-  32 29 34.42123(N)    114 48 33.96604(W) AD(       ) 3
 DB1646  NGVD 29 (04/26/91)   27.6    (m)           91.     (f) VERT ANG    3  
 DB1646
 DB1646.Superseded values are not recommended for survey control.
 DB1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1646.See file dsdata.txt to determine how the superseded data were derived.
 DB1646
 DB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0581897185(NAD 83)
 DB1646_MARKER: N = NAIL
 DB1646_SETTING: 0 = UNSPECIFIED SETTING
 DB1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1646
 DB1646  HISTORY     - Date     Condition        Report By
 DB1646  HISTORY     - 1964     MONUMENTED       USGS
 DB1646  HISTORY     - 1964     GOOD             USGS
 DB1646  HISTORY     - 20070615 MARK NOT FOUND   GEOCAC
 DB1646
 DB1646                          STATION DESCRIPTION
 DB1646
 DB1646'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1646'LOCATED 0.7 MI W. OF BOUNDARY MONUMENT 204A, ALONG RD. PARALLEL
 DB1646'TO BOUNDARY FENCE.
 DB1646'
 DB1646'TO REACH NOT GIVEN.
 DB1646'
 DB1646'STATION MARK--COPPER NAIL AND WASHER IN 2 X 1-INCH STAKE DRIVEN
 DB1646'FLUSH WITH RD.
 DB1646'
 DB1646'RMS--NONE SET.
 DB1646
 DB1646                          STATION RECOVERY (1964)
 DB1646
 DB1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1646'NOT OCCUPIED.
 DB1646
 DB1646                          STATION RECOVERY (2007)
 DB1646
 DB1646'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1646'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TOWARD A HEAVILY
 DB1646'GRADED AREA NORTH OF THE BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1647 ***********************************************************************
 DB1647  DESIGNATION -  1 9 A
 DB1647  PID         -  DB1647
 DB1647  STATE/COUNTY-  AZ/YUMA
 DB1647  USGS QUAD   -  FORTUNA SW (1965)
 DB1647
 DB1647                         *CURRENT SURVEY CONTROL
 DB1647  ___________________________________________________________________
 DB1647* NAD 83(1992)-  32 37 18.30639(N)    114 29 54.26955(W)     ADJUSTED  
 DB1647* NAVD 88     -        86.6    (meters)     284.     (feet)  VERTCON   
 DB1647  ___________________________________________________________________
 DB1647  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DB1647  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DB1647  HORZ ORDER  -  THIRD
 DB1647
 DB1647.The horizontal coordinates were established by classical geodetic methods
 DB1647.and adjusted by the National Geodetic Survey in August 1993.
 DB1647
 DB1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1647
 DB1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1647
 DB1647.The geoid height was determined by GEOID03.
 DB1647
 DB1647;                    North         East     Units Scale Factor Converg.
 DB1647;SPC AZ W     -   180,060.880   143,125.779   MT  0.99999414   -0 24 12.5
 DB1647;SPC AZ W     -   590,750.92    469,572.77   iFT  0.99999414   -0 24 12.5
 DB1647;UTM  11      - 3,612,118.885   734,711.782   MT  1.00027936   +1 20 57.1
 DB1647
 DB1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1647!SPC AZ W     -   0.99999174  x   0.99999414  =   0.99998588
 DB1647!UTM  11      -   0.99999174  x   1.00027936  =   1.00027110
 DB1647
 DB1647                          SUPERSEDED SURVEY CONTROL
 DB1647
 DB1647  NAD 83(1986)-  32 37 18.31326(N)    114 29 54.27749(W) AD(       ) 3
 DB1647  NGVD 29 (04/26/91)   85.9    (m)          282.     (f) VERT ANG    3  
 DB1647
 DB1647.Superseded values are not recommended for survey control.
 DB1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1647.See file dsdata.txt to determine how the superseded data were derived.
 DB1647
 DB1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3471212119(NAD 83)
 DB1647_MARKER: Z = SEE DESCRIPTION
 DB1647_SETTING: 0 = UNSPECIFIED SETTING
 DB1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1647
 DB1647  HISTORY     - Date     Condition        Report By
 DB1647  HISTORY     - 1964     MONUMENTED       USGS
 DB1647  HISTORY     - 1964     GOOD             USGS
 DB1647
 DB1647                          STATION DESCRIPTION
 DB1647
 DB1647'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1647'NOT OCCUPIED.
 DB1647
 DB1647                          STATION RECOVERY (1964)
 DB1647
 DB1647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1647'RECOVERED IN GOOD CONDITION.
 DB1647'
 DB1647'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1258 ***********************************************************************
 CY1258  DESIGNATION -  1 EMH
 CY1258  PID         -  CY1258
 CY1258  STATE/COUNTY-  AZ/GRAHAM
 CY1258  USGS QUAD   -  EDEN (1985)
 CY1258
 CY1258                         *CURRENT SURVEY CONTROL
 CY1258  ___________________________________________________________________
 CY1258* NAD 83(1986)-  32 56 45.     (N)    109 55 32.     (W)     SCALED    
 CY1258* NAVD 88     -       853.29   (+/-2cm)    2799.5    (feet)  VERTCON   
 CY1258  ___________________________________________________________________
 CY1258  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY1258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1258
 CY1258.The horizontal coordinates were scaled from a topographic map and have
 CY1258.an estimated accuracy of +/- 6 seconds.
 CY1258
 CY1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1258.The vertical order pertains to the NGVD 29 superseded value.
 CY1258
 CY1258.The geoid height was determined by GEOID03.
 CY1258
 CY1258;                    North         East    Units  Estimated Accuracy
 CY1258;SPC AZ E     -   215,770.      235,900.      MT  (+/- 180 meters Scaled)
 CY1258
 CY1258                          SUPERSEDED SURVEY CONTROL
 CY1258
 CY1258  NGVD 29 (??/??/92)  852.70   (m)         2797.6    (f) COMPUTED    2 0
 CY1258
 CY1258.Superseded values are not recommended for survey control.
 CY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1258.See file dsdata.txt to determine how the superseded data were derived.
 CY1258
 CY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB004457(NAD 83)
 CY1258_MARKER: DB = BENCH MARK DISK
 CY1258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1258_SP_SET: COPPER-CLAD STEEL ROD
 CY1258_STAMPING: 1 EMH 1972 2798
 CY1258_MARK LOGO: USGS  
 CY1258_PROJECTION: FLUSH
 CY1258_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1258+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1258_ROD/PIPE-DEPTH: 6.10 meters
 CY1258
 CY1258  HISTORY     - Date     Condition        Report By
 CY1258  HISTORY     - 1972     MONUMENTED       USGS
 CY1258
 CY1258                          STATION DESCRIPTION
 CY1258
 CY1258'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1258'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1258'ALONG U S HIGHWAY 70, THENCE 0.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1258'135 FEET NORTHEAST OF A DRAIN CROSSING, 54 FEET NORTHWEST AND ABOUT
 CY1258'LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS
 CY1258'POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1124 ***********************************************************************
 ES1124  DESIGNATION -  1 HLS
 ES1124  PID         -  ES1124
 ES1124  STATE/COUNTY-  AZ/NAVAJO
 ES1124  USGS QUAD   -  JOSEPH CITY (1986)
 ES1124
 ES1124                         *CURRENT SURVEY CONTROL
 ES1124  ___________________________________________________________________
 ES1124* NAD 83(1986)-  34 58 13.     (N)    110 20 29.     (W)     SCALED    
 ES1124* NAVD 88     -      1543.026  (meters)    5062.41   (feet)  ADJUSTED  
 ES1124  ___________________________________________________________________
 ES1124  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES1124  DYNAMIC HT  -        1540.954 (meters)    5055.61  (feet)  COMP
 ES1124  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 ES1124
 ES1124  VERT ORDER  -  THIRD
 ES1124
 ES1124.The horizontal coordinates were scaled from a topographic map and have
 ES1124.an estimated accuracy of +/- 6 seconds.
 ES1124
 ES1124.The orthometric height was determined by differential leveling
 ES1124.and adjusted in June 1991.
 ES1124
 ES1124.The geoid height was determined by GEOID03.
 ES1124
 ES1124.The dynamic height is computed by dividing the NAVD 88
 ES1124.geopotential number by the normal gravity value computed on the
 ES1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1124.degrees latitude (g = 980.6199 gals.).
 ES1124
 ES1124.The modeled gravity was interpolated from observed gravity values.
 ES1124
 ES1124;                    North         East    Units  Estimated Accuracy
 ES1124;SPC AZ E     -   440,290.      197,410.      MT  (+/- 180 meters Scaled)
 ES1124
 ES1124                          SUPERSEDED SURVEY CONTROL
 ES1124
 ES1124  NGVD 29 (??/??/92) 1542.24   (m)         5059.8    (f) COMPUTED    3 0
 ES1124
 ES1124.Superseded values are not recommended for survey control.
 ES1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1124.See file dsdata.txt to determine how the superseded data were derived.
 ES1124
 ES1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD601699(NAD 83)
 ES1124_MARKER: DB = BENCH MARK DISK
 ES1124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES1124_SP_SET: COPPER-CLAD STEEL ROD
 ES1124_STAMPING: 1 HLS 1970 5060
 ES1124_MARK LOGO: USGS  
 ES1124_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1124+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1124
 ES1124  HISTORY     - Date     Condition        Report By
 ES1124  HISTORY     - 1970     MONUMENTED       USGS
 ES1124
 ES1124                          STATION DESCRIPTION
 ES1124
 ES1124'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1124'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 ES1124'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 1.0 MILES NORTH ALONG A
 ES1124'COUNTY ROAD (PORTER AVENUE), 33 FEET EAST OF THE CENTERLINE OF THE
 ES1124'ROAD, 33 FEET SOUTH OF A WOODEN POWER POLE, 2 FEET WEST OF A WITNESS
 ES1124'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 ES1124'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0849 ***********************************************************************
 FQ0849  DESIGNATION -  1 JRH
 FQ0849  PID         -  FQ0849
 FQ0849  STATE/COUNTY-  AZ/COCONINO
 FQ0849  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0849
 FQ0849                         *CURRENT SURVEY CONTROL
 FQ0849  ___________________________________________________________________
 FQ0849* NAD 83(1986)-  35 55 45.     (N)    111 56 34.     (W)     SCALED    
 FQ0849* NAVD 88     -      2267.074  (meters)    7437.89   (feet)  POSTED    
 FQ0849  ___________________________________________________________________
 FQ0849  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FQ0849  DYNAMIC HT  -        2263.960 (meters)    7427.68  (feet)  COMP
 FQ0849  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 FQ0849
 FQ0849  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0849
 FQ0849.The horizontal coordinates were scaled from a topographic map and have
 FQ0849.an estimated accuracy of +/- 6 seconds.
 FQ0849
 FQ0849.The orthometric height was determined by differential leveling
 FQ0849.and adjusted by the  in 1992.
 FQ0849.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0849.rate of 0.0 thru 1.0 mm/km.
 FQ0849
 FQ0849.The geoid height was determined by GEOID03.
 FQ0849
 FQ0849.The dynamic height is computed by dividing the NAVD 88
 FQ0849.geopotential number by the normal gravity value computed on the
 FQ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0849.degrees latitude (g = 980.6199 gals.).
 FQ0849
 FQ0849.The modeled gravity was interpolated from observed gravity values.
 FQ0849
 FQ0849;                    North         East    Units  Estimated Accuracy
 FQ0849;SPC AZ C     -   546,650.      211,000.      MT  (+/- 180 meters Scaled)
 FQ0849
 FQ0849                          SUPERSEDED SURVEY CONTROL
 FQ0849
 FQ0849  NGVD 29 (??/??/92) 2266.02   (m)         7434.4    (f) COMPUTED    3 0
 FQ0849
 FQ0849.Superseded values are not recommended for survey control.
 FQ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0849.See file dsdata.txt to determine how the superseded data were derived.
 FQ0849
 FQ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE149765(NAD 83)
 FQ0849_MARKER: DB = BENCH MARK DISK
 FQ0849_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0849_SP_SET: ROCK OUTCROP
 FQ0849_STAMPING: 1 JRH 7434 1958
 FQ0849_MARK LOGO: USGS  
 FQ0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0849+STABILITY: POSITION/ELEVATION WELL
 FQ0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0849+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0849
 FQ0849  HISTORY     - Date     Condition        Report By
 FQ0849  HISTORY     - 1958     MONUMENTED       USGS
 FQ0849
 FQ0849                          STATION DESCRIPTION
 FQ0849
 FQ0849'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0849'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0849'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0849'LOOKOUT TOWER, PROCEED 2.3 MILES SOUTH, 39 FEET WEST OF THE CENTER OF
 FQ0849'THE ROAD, 19 FEET EAST OF A LONE PINE TREE, IN A ROCK PROJECTING 1
 FQ0849'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0856 ***********************************************************************
 FQ0856  DESIGNATION -  1 JRH
 FQ0856  PID         -  FQ0856
 FQ0856  STATE/COUNTY-  AZ/COCONINO
 FQ0856  USGS QUAD   -  HARBISON TANK (1989)
 FQ0856
 FQ0856                         *CURRENT SURVEY CONTROL
 FQ0856  ___________________________________________________________________
 FQ0856* NAD 83(1986)-  35 47 36.     (N)    111 52 56.     (W)     SCALED    
 FQ0856* NAVD 88     -      2012.200  (meters)    6601.69   (feet)  POSTED    
 FQ0856  ___________________________________________________________________
 FQ0856  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0856  DYNAMIC HT  -        2009.480 (meters)    6592.77  (feet)  COMP
 FQ0856  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 FQ0856
 FQ0856  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0856
 FQ0856.The horizontal coordinates were scaled from a topographic map and have
 FQ0856.an estimated accuracy of +/- 6 seconds.
 FQ0856
 FQ0856.The orthometric height was determined by differential leveling
 FQ0856.and adjusted by the  in 1992.
 FQ0856.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0856.rate of 0.0 thru 1.0 mm/km.
 FQ0856
 FQ0856.The geoid height was determined by GEOID03.
 FQ0856
 FQ0856.The dynamic height is computed by dividing the NAVD 88
 FQ0856.geopotential number by the normal gravity value computed on the
 FQ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0856.degrees latitude (g = 980.6199 gals.).
 FQ0856
 FQ0856.The modeled gravity was interpolated from observed gravity values.
 FQ0856
 FQ0856;                    North         East    Units  Estimated Accuracy
 FQ0856;SPC AZ C     -   531,590.      216,470.      MT  (+/- 180 meters Scaled)
 FQ0856
 FQ0856                          SUPERSEDED SURVEY CONTROL
 FQ0856
 FQ0856  NGVD 29 (??/??/92) 2011.24   (m)         6598.5    (f) COMPUTED    3 0
 FQ0856
 FQ0856.Superseded values are not recommended for survey control.
 FQ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0856.See file dsdata.txt to determine how the superseded data were derived.
 FQ0856
 FQ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE202613(NAD 83)
 FQ0856_MARKER: DB = BENCH MARK DISK
 FQ0856_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0856_SP_SET: ROCK OUTCROP
 FQ0856_STAMPING: 1 JRH 1959 6598
 FQ0856_MARK LOGO: USGS  
 FQ0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0856+STABILITY: POSITION/ELEVATION WELL
 FQ0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0856+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0856
 FQ0856  HISTORY     - Date     Condition        Report By
 FQ0856  HISTORY     - 1959     MONUMENTED       USGS
 FQ0856
 FQ0856                          STATION DESCRIPTION
 FQ0856
 FQ0856'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0856'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0856'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0856'LOOKOUT TOWER, PROCEED 13.9 MILES SOUTH TO A LOW RIDGE, 2.3 MILES
 FQ0856'SOUTH OF BUCKLAR TANK, 0.3 MILES NORTHEAST OF BLOODY TANK, 350 FEET
 FQ0856'SOUTHWEST OF MOQUI TANK, 220 FEET EAST OF THE CENTER OF THE ROAD, IN
 FQ0856'A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0275 ***********************************************************************
 DV0275  DESIGNATION -  1 LUKE FIELD
 DV0275  PID         -  DV0275
 DV0275  STATE/COUNTY-  AZ/MARICOPA
 DV0275  USGS QUAD   -  EL MIRAGE (1982)
 DV0275
 DV0275                         *CURRENT SURVEY CONTROL
 DV0275  ___________________________________________________________________
 DV0275* NAD 83(1986)-  33 32 24.     (N)    112 21 30.     (W)     SCALED    
 DV0275* NAVD 88     -       331.29   (+/-2cm)    1086.9    (feet)  VERTCON   
 DV0275  ___________________________________________________________________
 DV0275  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0275
 DV0275.The horizontal coordinates were scaled from a topographic map and have
 DV0275.an estimated accuracy of +/- 6 seconds.
 DV0275
 DV0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0275.The vertical order pertains to the NGVD 29 superseded value.
 DV0275
 DV0275.The geoid height was determined by GEOID03.
 DV0275
 DV0275;                    North         East    Units  Estimated Accuracy
 DV0275;SPC AZ C     -   281,720.      172,340.      MT  (+/- 180 meters Scaled)
 DV0275
 DV0275                          SUPERSEDED SURVEY CONTROL
 DV0275
 DV0275  NGVD 29 (??/??/92)  330.734  (m)         1085.08   (f) ADJ UNCH    2 0
 DV0275
 DV0275.Superseded values are not recommended for survey control.
 DV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0275.See file dsdata.txt to determine how the superseded data were derived.
 DV0275
 DV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738119(NAD 83)
 DV0275_MARKER: Q = CHISELED SQUARE
 DV0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0275_SP_SET: MANHOLE COVER
 DV0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0275
 DV0275  HISTORY     - Date     Condition        Report By
 DV0275  HISTORY     - UNK      MONUMENTED       DOD
 DV0275  HISTORY     - 1945     GOOD             NGS
 DV0275  HISTORY     - 20020625 MARK NOT FOUND   MCDOT
 DV0275  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0275
 DV0275                          STATION DESCRIPTION
 DV0275
 DV0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0275'IN LUKE FIELD.
 DV0275'AT LUKE FIELD, MARICOPA COUNTY, OPPOSITE THE MAIN GATE, 73.8 FEET EAST
 DV0275'NORTHEAST OF THE SOUTH BRICK CORNER POST, 48 FEET NORTHWEST OF
 DV0275'BUILDING T-1101, 44.2 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 DV0275'AND ON THE NORTH EDGE OF A CAST-IRON MANHOLE COVER.  A CROSS INSIDE A
 DV0275'CHISELED SQUARE.
 DV0275
 DV0275                          STATION RECOVERY (2002)
 DV0275
 DV0275'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0275'SEARCHED FOR NOT FOUND
 DV0275
 DV0275                          STATION RECOVERY (2008)
 DV0275
 DV0275'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0275'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0275'MARK. AN OVERPASS HAS BEEN BUILT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1003 ***********************************************************************
 DB1003  DESIGNATION -  1 M
 DB1003  PID         -  DB1003
 DB1003  STATE/COUNTY-  AZ/YUMA
 DB1003  USGS QUAD   -  WELLTON MESA (1982)
 DB1003
 DB1003                         *CURRENT SURVEY CONTROL
 DB1003  ___________________________________________________________________
 DB1003* NAD 83(1986)-  32 37 42.     (N)    114 07 08.     (W)     SCALED    
 DB1003* NAVD 88     -       114.39   (+/-2cm)     375.3    (feet)  VERTCON   
 DB1003  ___________________________________________________________________
 DB1003  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DB1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB1003
 DB1003.The horizontal coordinates were scaled from a topographic map and have
 DB1003.an estimated accuracy of +/- 6 seconds.
 DB1003
 DB1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1003.The vertical order pertains to the NGVD 29 superseded value.
 DB1003
 DB1003.The geoid height was determined by GEOID03.
 DB1003
 DB1003;                    North         East    Units  Estimated Accuracy
 DB1003;SPC AZ W     -   180,600.      178,750.      MT  (+/- 180 meters Scaled)
 DB1003
 DB1003                          SUPERSEDED SURVEY CONTROL
 DB1003
 DB1003  NGVD 29 (??/??/??)  113.738  (m)          373.16   (f) ADJUSTED    2 0
 DB1003
 DB1003.Superseded values are not recommended for survey control.
 DB1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1003.See file dsdata.txt to determine how the superseded data were derived.
 DB1003
 DB1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS703137(NAD 83)
 DB1003_MARKER: DD = SURVEY DISK
 DB1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1003_STAMPING: 1 M 373 1925
 DB1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1003+STABILITY: SURFACE MOTION
 DB1003
 DB1003  HISTORY     - Date     Condition        Report By
 DB1003  HISTORY     - 1925     MONUMENTED       USGS
 DB1003  HISTORY     - 1962     GOOD             NGS
 DB1003
 DB1003                          STATION DESCRIPTION
 DB1003
 DB1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB1003'4.7 MI SE FROM WELLTON.
 DB1003'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB1003'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB1003'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB1003'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB1003'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 1.0 MILE SOUTHEAST
 DB1003'ALONG A DIM TRAIL ROAD, 0.85 MILE SOUTHEAST OF A WHITE WOODEN
 DB1003'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 8, 2.8 MILES
 DB1003'NORTHWEST OF A WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB1003'AND IS NUMBER 7, 0.7 MILE SOUTHEAST OF A GROUP OF OLD CONCRETE
 DB1003'FOUNDATIONS, 45 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 DB1003'ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 DB1003'ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A
 DB1003'CONCRETE POST PROJECTING 13 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0229 ***********************************************************************
 GP0229  DESIGNATION -  1 M
 GP0229  PID         -  GP0229
 GP0229  STATE/COUNTY-  AZ/COCONINO
 GP0229  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0229
 GP0229                         *CURRENT SURVEY CONTROL
 GP0229  ___________________________________________________________________
 GP0229* NAD 83(1986)-  36 49 02.     (N)    111 37 49.     (W)     SCALED    
 GP0229* NAVD 88     -      1078.492  (meters)    3538.35   (feet)  POSTED    
 GP0229  ___________________________________________________________________
 GP0229  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0229  DYNAMIC HT  -        1077.270 (meters)    3534.34  (feet)  COMP
 GP0229  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 GP0229
 GP0229  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0229
 GP0229.The horizontal coordinates were scaled from a topographic map and have
 GP0229.an estimated accuracy of +/- 6 seconds.
 GP0229
 GP0229.The orthometric height was determined by differential leveling
 GP0229.and adjusted by the  in 1992.
 GP0229.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0229.rate of 0.0 thru 1.0 mm/km.
 GP0229
 GP0229.The geoid height was determined by GEOID03.
 GP0229
 GP0229.The dynamic height is computed by dividing the NAVD 88
 GP0229.geopotential number by the normal gravity value computed on the
 GP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0229.degrees latitude (g = 980.6199 gals.).
 GP0229
 GP0229.The modeled gravity was interpolated from observed gravity values.
 GP0229
 GP0229;                    North         East    Units  Estimated Accuracy
 GP0229;SPC AZ C     -   645,230.      238,910.      MT  (+/- 180 meters Scaled)
 GP0229
 GP0229                          SUPERSEDED SURVEY CONTROL
 GP0229
 GP0229  NGVD 29 (??/??/92) 1077.631  (m)         3535.53   (f) ADJ UNCH    1 2
 GP0229
 GP0229.Superseded values are not recommended for survey control.
 GP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0229.See file dsdata.txt to determine how the superseded data were derived.
 GP0229
 GP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF437747(NAD 83)
 GP0229_MARKER: DD = SURVEY DISK
 GP0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0229_SP_SET: BRIDGE
 GP0229_STAMPING: 1 M 1933
 GP0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0229
 GP0229  HISTORY     - Date     Condition        Report By
 GP0229  HISTORY     - 1933     MONUMENTED       USGS
 GP0229  HISTORY     - 1962     GOOD             NGS
 GP0229  HISTORY     - 19931203 GOOD             USPSQD
 GP0229
 GP0229                          STATION DESCRIPTION
 GP0229
 GP0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0229'0.55 MI E FROM MARBLE CANYON.
 GP0229'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE AND
 GP0229'SERVICE STATION AT MARBLE CANYON, AT THE EAST END OF A METAL BRIDGE
 GP0229'OVER THE COLORADO RIVER, 9.5 FEET NORTH OF THE CENTERLINE OF THE
 GP0229'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, 1.0 FEET
 GP0229'SOUTHEAST OF THE EAST END OF THE NORTH METAL GUARD RAIL OF THE BRIDGE,
 GP0229'AND SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE
 GP0229'WINGWALL OF THE BRIDGE.
 GP0229
 GP0229                          STATION RECOVERY (1993)
 GP0229
 GP0229'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9972 ***********************************************************************
 DK9972  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9972  DESIGNATION -  1 RS
 DK9972  PID         -  DK9972
 DK9972  STATE/COUNTY-  AZ/MOHAVE
 DK9972  USGS QUAD   -  MT TIPTON SE (1980)
 DK9972
 DK9972                         *CURRENT SURVEY CONTROL
 DK9972  ___________________________________________________________________
 DK9972* NAD 83(2007)-  35 30 57.35568(N)    114 04 20.80118(W)     ADJUSTED  
 DK9972* NAVD 88     -       918.60   (meters)    3013.8    (feet)  GPS OBS   
 DK9972  ___________________________________________________________________
 DK9972  EPOCH DATE  -        2007.00
 DK9972  X           -  -2,120,264.180 (meters)                     COMP
 DK9972  Y           -  -4,746,032.246 (meters)                     COMP
 DK9972  Z           -   3,685,124.346 (meters)                     COMP
 DK9972  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DK9972  ELLIP HEIGHT-         890.683 (meters)          (03/02/09) ADJUSTED
 DK9972  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DK9972  HORZ ORDER  -  A
 DK9972  ELLP ORDER  -  FOURTH    CLASS I
 DK9972
 DK9972.The horizontal coordinates were established by GPS observations
 DK9972.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9972
 DK9972.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9972.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9972.The horizontal coordinates are valid at the epoch date displayed above.
 DK9972.The epoch date for horizontal control is a decimal equivalence
 DK9972.of Year/Month/Day.
 DK9972
 DK9972.The orthometric height was determined by GPS observations and a
 DK9972.high-resolution geoid model.
 DK9972.The orthometric height was determined by GPS observations and a
 DK9972.high-resolution geoid model using precise GPS observation and
 DK9972.processing techniques.
 DK9972
 DK9972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9972
 DK9972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9972
 DK9972.The ellipsoidal height was determined by GPS observations
 DK9972.and is referenced to NAD 83.
 DK9972
 DK9972.The geoid height was determined by GEOID03.
 DK9972
 DK9972;                    North         East     Units Scale Factor Converg.
 DK9972;SPC AZ W     -   500,873.247   184,112.459   MT  0.99994387   -0 11 14.3
 DK9972;SPC AZ W     - 1,643,284.93    604,043.50   iFT  0.99994387   -0 11 14.3
 DK9972;UTM  11      - 3,934,202.748   765,494.480   MT  1.00046872   +1 42 06.1
 DK9972;UTM  12      - 3,934,602.917   221,361.733   MT  1.00055688   -1 47 09.7
 DK9972
 DK9972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9972!SPC AZ W     -   0.99986022  x   0.99994387  =   0.99980410
 DK9972!UTM  11      -   0.99986022  x   1.00046872  =   1.00032887
 DK9972!UTM  12      -   0.99986022  x   1.00055688  =   1.00041702
 DK9972
 DK9972                          SUPERSEDED SURVEY CONTROL
 DK9972
 DK9972.No superseded survey control is available for this station.
 DK9972
 DK9972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6549434203(NAD 83)
 DK9972_MARKER: DB = BENCH MARK DISK
 DK9972_SETTING: 66 = SET IN ROCK OUTCROP
 DK9972_STAMPING: 1 RS 1938
 DK9972_MARK LOGO: USGS  
 DK9972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK9972+STABILITY: POSITION/ELEVATION WELL
 DK9972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9972+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 DK9972
 DK9972  HISTORY     - Date     Condition        Report By
 DK9972  HISTORY     - 20080619 MONUMENTED       GEOANA
 DK9972
 DK9972                          STATION DESCRIPTION
 DK9972
 DK9972'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9972'THE STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTHEAST OF
 DK9972'GRASSHOPPER JUNCTION, 12.4 MI (20.0 KM) EAST-SOUTHEAST OF DOLAN
 DK9972'SPRINGS AND 10.0 MI (16.1 KM) NORTHEAST OF CHLORIDE, IN THE WESTERLY
 DK9972'HALF OF SECTION 3, T25N, R17W.  STATION FOUND ON EASTERLY SLOPE OF A
 DK9972'MOUNTAIN BEARING IN NORTHWEST TO SOUTHEAST DIRECTION, SECOND FINGER
 DK9972'FROM THE SOUTHERLY POINT OF MOUNTAIN, JUST SOUTH FROM A ROCK OUTCROP
 DK9972'RIDGE LINE.
 DK9972' 
 DK9972'OWNERSHIP--IA AND SA FAMILY LP, PARCEL 335-03-154, 5112 W FAWN DRIVE,
 DK9972'LAVEEN, ARIZONA 85339.
 DK9972' 
 DK9972'TO REACH FROM THE INTERSECTION OF NORTHERN AVENUE AND STOCKTON HILL
 DK9972'ROAD IN KINGMAN, GO NORTH ON STOCKTON HILL ROAD FOR ABOUT 20 MI (30
 DK9972'KM).  BETWEEN MILE MARKERS 24 AND 25 IS A TWO-TRACK ROAD HEADING WEST
 DK9972'TOWARD THE STATION.
 DK9972' 
 DK9972'THE STATION IS A 3-1/2 INCH (9 CM) USGS BRASS DISK SET WITH CEMENT IN
 DK9972'BEDROCK OUTCROPPING THAT MEASURES 2.7 FT (0.8 M) BY 3.7 FT (1.1 M) BY
 DK9972'2.7 FT (0.8 M).  STATION IS 32 FT (10 M) FROM BASE OF EASTERLY SLOPE
 DK9972'OF SMALL MOUNTAIN, 50 FT (15 M) SOUTHWEST FROM A SURVEY MARKER POST,
 DK9972'480 FT (145 M) WEST FROM CENTERLINE OF STOCKTON HILL ROAD, AND 860 FT
 DK9972'(260 M) WEST FROM THE NORTH QUARTER CORNER OF SECTION 35.  DESCRIPTION
 DK9972'PREPARED BY RANDY ALLISON (MOHAVE COUNTY).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1722 ***********************************************************************
 DU1722  DESIGNATION -  1/4 NORTH 29
 DU1722  PID         -  DU1722
 DU1722  STATE/COUNTY-  AZ/MARICOPA
 DU1722  USGS QUAD   -  TEMPE (1982)
 DU1722
 DU1722                         *CURRENT SURVEY CONTROL
 DU1722  ___________________________________________________________________
 DU1722* NAD 83(1986)-  33 24 25.     (N)    111 58 13.     (W)     SCALED    
 DU1722* NAVD 88     -       355.885  (meters)    1167.60   (feet)  ADJUSTED  
 DU1722  ___________________________________________________________________
 DU1722  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1722  DYNAMIC HT  -         355.477 (meters)    1166.26  (feet)  COMP
 DU1722  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 DU1722
 DU1722  VERT ORDER  -  SECOND    CLASS I
 DU1722
 DU1722.The horizontal coordinates were scaled from a topographic map and have
 DU1722.an estimated accuracy of +/- 6 seconds.
 DU1722
 DU1722.The orthometric height was determined by differential leveling
 DU1722.and adjusted in November 1993.
 DU1722
 DU1722.The geoid height was determined by GEOID03.
 DU1722
 DU1722.The dynamic height is computed by dividing the NAVD 88
 DU1722.geopotential number by the normal gravity value computed on the
 DU1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1722.degrees latitude (g = 980.6199 gals.).
 DU1722
 DU1722.The modeled gravity was interpolated from observed gravity values.
 DU1722
 DU1722;                    North         East    Units  Estimated Accuracy
 DU1722;SPC AZ C     -   266,880.      208,370.      MT  (+/- 180 meters Scaled)
 DU1722
 DU1722                          SUPERSEDED SURVEY CONTROL
 DU1722
 DU1722.No superseded survey control is available for this station.
 DU1722
 DU1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097968(NAD 83)
 DU1722_MARKER: I = METAL ROD
 DU1722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1722+WITH SETTING: INFORMATION.
 DU1722_SP_SET: REBAR
 DU1722_MARK LOGO: AZDT  
 DU1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1722
 DU1722  HISTORY     - Date     Condition        Report By
 DU1722  HISTORY     - UNK      MONUMENTED       AZDT
 DU1722  HISTORY     - 1981     GOOD             AZDT
 DU1722  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU1722
 DU1722                          STATION DESCRIPTION
 DU1722
 DU1722'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1722'IN TEMPE.
 DU1722'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1722'TRAVEL NORTH ALONG INTERSTATE 10 FOR 2.14 MI (3.45 KM) TO THE MARK ON
 DU1722'THE RIGHT, IN A 4 FT (1.22 METERS) CHAINLINK FENCE RUNNING NORTH AND
 DU1722'SOUTH, 40 FT (12.19 METERS) EAST AND THEN 55 FT (16.76 METERS) NORTH
 DU1722'OF SGT 24 AZDT, A 5/8-INCH REBAR IN CONCRETE.
 DU1722
 DU1722                          STATION RECOVERY (2007)
 DU1722
 DU1722'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1722'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1722'MARK. THE WESTERN END OF THE BUTTE HAS BEEN BLASTED AWAY TO CREATE A
 DU1722'NEW EXIT RAMP OFF OF I-10 TO 52ND AVE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1694 ***********************************************************************
 DU1694  DESIGNATION -  1/4 RP NORTH
 DU1694  PID         -  DU1694
 DU1694  STATE/COUNTY-  AZ/MARICOPA
 DU1694  USGS QUAD   -  TEMPE (1982)
 DU1694
 DU1694                         *CURRENT SURVEY CONTROL
 DU1694  ___________________________________________________________________
 DU1694* NAD 83(1986)-  33 23 09.     (N)    111 53 32.     (W)     SCALED    
 DU1694* NAVD 88     -       365.346  (meters)    1198.64   (feet)  ADJUSTED  
 DU1694  ___________________________________________________________________
 DU1694  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1694  DYNAMIC HT  -         364.920 (meters)    1197.24  (feet)  COMP
 DU1694  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 DU1694
 DU1694  VERT ORDER  -  SECOND    CLASS I
 DU1694
 DU1694.The horizontal coordinates were scaled from a topographic map and have
 DU1694.an estimated accuracy of +/- 6 seconds.
 DU1694
 DU1694.The orthometric height was determined by differential leveling
 DU1694.and adjusted in January 1998.
 DU1694
 DU1694.The geoid height was determined by GEOID03.
 DU1694
 DU1694.The dynamic height is computed by dividing the NAVD 88
 DU1694.geopotential number by the normal gravity value computed on the
 DU1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1694.degrees latitude (g = 980.6199 gals.).
 DU1694
 DU1694.The modeled gravity was interpolated from observed gravity values.
 DU1694
 DU1694;                    North         East    Units  Estimated Accuracy
 DU1694;SPC AZ C     -   264,540.      215,630.      MT  (+/- 180 meters Scaled)
 DU1694
 DU1694                          SUPERSEDED SURVEY CONTROL
 DU1694
 DU1694  NAVD 88 (11/29/93)  365.329  (m)         1198.58   (f) UNKNOWN     2 1
 DU1694
 DU1694.Superseded values are not recommended for survey control.
 DU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1694.See file dsdata.txt to determine how the superseded data were derived.
 DU1694
 DU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB170944(NAD 83)
 DU1694_MARKER: DB = BENCH MARK DISK
 DU1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1694_SP_SET: CONCRETE POST
 DU1694_STAMPING: 36 T1 R4- 31 T1 R5
 DU1694_MARK LOGO: AZDT  
 DU1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1694+STABILITY: SURFACE MOTION
 DU1694
 DU1694  HISTORY     - Date     Condition        Report By
 DU1694  HISTORY     - UNK      MONUMENTED       AZDT
 DU1694  HISTORY     - 1981     GOOD             AZDT
 DU1694  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1694  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU1694  HISTORY     - 20071113 MARK NOT FOUND   GEOCAC
 DU1694
 DU1694                          STATION DESCRIPTION
 DU1694
 DU1694'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1694'IN TEMPE.
 DU1694'IN TEMPE, 6 MI (9.66 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1694'GILBERT ROAD TO PRICE ROAD, STATION LOCATED 148.0 FT (45.11 METERS)
 DU1694'NORTH OF S.R. 360 CENTERLINE, 157.0 FT EAST OF PRICE ROAD CENTERLINE,
 DU1694'A STANDARD AZDT ALUMINUM CAP SET IN A CONCRETE POST FLUSH WITH GROUND
 DU1694'AND MARKED WITH A WITNESS POST AND SIGN.
 DU1694
 DU1694                          STATION RECOVERY (1994)
 DU1694
 DU1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1694'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1694
 DU1694                          STATION RECOVERY (2006)
 DU1694
 DU1694'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1694'WITNESS POST AND SIGN NOT FOUND.
 DU1694
 DU1694                          STATION RECOVERY (2007)
 DU1694
 DU1694'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1694'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1694'MARK.
 DU1694'A FREEWAY INTERCHANGE HAS BEEN BUILT AT THE SITE, IT IS UNLIKELY THAT
 DU1694'THE MARK SURVIVED THE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1693 ***********************************************************************
 DU1693  DESIGNATION -  1/4 RP SOUTH
 DU1693  PID         -  DU1693
 DU1693  STATE/COUNTY-  AZ/MARICOPA
 DU1693  USGS QUAD   -  TEMPE (1982)
 DU1693
 DU1693                         *CURRENT SURVEY CONTROL
 DU1693  ___________________________________________________________________
 DU1693* NAD 83(1986)-  33 23 07.     (N)    111 53 32.     (W)     SCALED    
 DU1693* NAVD 88     -       366.261  (meters)    1201.64   (feet)  ADJUSTED  
 DU1693  ___________________________________________________________________
 DU1693  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1693  DYNAMIC HT  -         365.834 (meters)    1200.24  (feet)  COMP
 DU1693  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 DU1693
 DU1693  VERT ORDER  -  SECOND    CLASS I
 DU1693
 DU1693.The horizontal coordinates were scaled from a topographic map and have
 DU1693.an estimated accuracy of +/- 6 seconds.
 DU1693
 DU1693.The orthometric height was determined by differential leveling
 DU1693.and adjusted in January 1998.
 DU1693
 DU1693.The geoid height was determined by GEOID03.
 DU1693
 DU1693.The dynamic height is computed by dividing the NAVD 88
 DU1693.geopotential number by the normal gravity value computed on the
 DU1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1693.degrees latitude (g = 980.6199 gals.).
 DU1693
 DU1693.The modeled gravity was interpolated from observed gravity values.
 DU1693
 DU1693;                    North         East    Units  Estimated Accuracy
 DU1693;SPC AZ C     -   264,480.      215,630.      MT  (+/- 180 meters Scaled)
 DU1693
 DU1693                          SUPERSEDED SURVEY CONTROL
 DU1693
 DU1693  NAVD 88 (11/29/93)  366.244  (m)         1201.59   (f) UNKNOWN     2 1
 DU1693
 DU1693.Superseded values are not recommended for survey control.
 DU1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1693.See file dsdata.txt to determine how the superseded data were derived.
 DU1693
 DU1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB170943(NAD 83)
 DU1693_MARKER: DB = BENCH MARK DISK
 DU1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1693_SP_SET: CONCRETE POST
 DU1693_STAMPING: 36 T1 R4- 31 T1 R5
 DU1693_MARK LOGO: AZDT  
 DU1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1693+STABILITY: SURFACE MOTION
 DU1693
 DU1693  HISTORY     - Date     Condition        Report By
 DU1693  HISTORY     - UNK      MONUMENTED       AZDT
 DU1693  HISTORY     - 1981     GOOD             AZDT
 DU1693  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1693  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU1693  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU1693
 DU1693                          STATION DESCRIPTION
 DU1693
 DU1693'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1693'IN TEMPE.
 DU1693'IN TEMPE, 6 MI (9.66 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1693'GILBERT ROAD TO PRICE ROAD, STATION LOCATED 166.0 FT (50.59 METERS)
 DU1693'SOUTH OF S.R. 360 CENTERLINE, 154.0 FT (45.42 METERS) EAST OF PRICE
 DU1693'ROAD CENTERLINE, A STANDARD AZDT ALUMINUM CAP SET IN A CONCRETE POST
 DU1693'FLUSH WITH THE GROUND AND MARKED WITH A WITNESS POST AND SIGN.
 DU1693
 DU1693                          STATION RECOVERY (1994)
 DU1693
 DU1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1693'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1693
 DU1693                          STATION RECOVERY (2006)
 DU1693
 DU1693'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1693'WITNESS POST AND SIGN NOT FOUND.
 DU1693
 DU1693                          STATION RECOVERY (2007)
 DU1693
 DU1693'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1693'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1693'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0540 ***********************************************************************
 CY0540  DESIGNATION -  10
 CY0540  PID         -  CY0540
 CY0540  STATE/COUNTY-  AZ/GRAHAM
 CY0540  USGS QUAD   -  TANQUE (1966)
 CY0540
 CY0540                         *CURRENT SURVEY CONTROL
 CY0540  ___________________________________________________________________
 CY0540* NAD 83(1986)-  32 36 27.     (N)    109 32 19.     (W)     SCALED    
 CY0540* NAVD 88     -       994.13   (+/-2cm)    3261.6    (feet)  VERTCON   
 CY0540  ___________________________________________________________________
 CY0540  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0540  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0540
 CY0540.The horizontal coordinates were scaled from a topographic map and have
 CY0540.an estimated accuracy of +/- 6 seconds.
 CY0540
 CY0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0540.The vertical order pertains to the NGVD 29 superseded value.
 CY0540
 CY0540.The geoid height was determined by GEOID03.
 CY0540
 CY0540;                    North         East    Units  Estimated Accuracy
 CY0540;SPC AZ E     -   178,400.      272,310.      MT  (+/- 180 meters Scaled)
 CY0540
 CY0540                          SUPERSEDED SURVEY CONTROL
 CY0540
 CY0540  NGVD 29 (??/??/92)  993.461  (m)         3259.38   (f) ADJ UNCH    1 2
 CY0540
 CY0540.Superseded values are not recommended for survey control.
 CY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0540.See file dsdata.txt to determine how the superseded data were derived.
 CY0540
 CY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB371087(NAD 83)
 CY0540_MARKER: P = PIPE CAP
 CY0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0540_STAMPING: 3259.380 10
 CY0540_MARK LOGO: USGS  
 CY0540_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0540+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1972
 CY0540
 CY0540  HISTORY     - Date     Condition        Report By
 CY0540  HISTORY     - UNK      MONUMENTED       USGS
 CY0540  HISTORY     - 1932     GOOD             NGS
 CY0540  HISTORY     - 19720303 GOOD             USGS
 CY0540
 CY0540                          STATION DESCRIPTION
 CY0540
 CY0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0540'IN TANQUE.
 CY0540'ON SOUTHERN PACIFIC RAILROAD, 250 FEET SOUTHWEST OF TANQUE WATER TANK,
 CY0540'215 FEET WEST OF RAILROAD CENTERLINE, MARKED 3260 FEET, DATUM NO. 10.
 CY0540
 CY0540                          STATION RECOVERY (1972)
 CY0540
 CY0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CY0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5901 ***********************************************************************
 DJ5901  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5901  DESIGNATION -  10
 DJ5901  PID         -  DJ5901
 DJ5901  STATE/COUNTY-  AZ/MARICOPA
 DJ5901  USGS QUAD   -  TOLLESON (1982)
 DJ5901
 DJ5901                         *CURRENT SURVEY CONTROL
 DJ5901  ___________________________________________________________________
 DJ5901* NAD 83(2007)-  33 25 14.95592(N)    112 21 28.10408(W)     ADJUSTED  
 DJ5901* NAVD 88     -       294.48   (meters)     966.1    (feet)  GPS OBS   
 DJ5901  ___________________________________________________________________
 DJ5901  EPOCH DATE  -        2007.00
 DJ5901  X           -  -2,027,145.481 (meters)                     COMP
 DJ5901  Y           -  -4,928,522.046 (meters)                     COMP
 DJ5901  Z           -   3,493,153.277 (meters)                     COMP
 DJ5901  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DJ5901  ELLIP HEIGHT-         264.124 (meters)          (03/21/07) ADJUSTED
 DJ5901  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DJ5901  HORZ ORDER  -  FIRST
 DJ5901  ELLP ORDER  -  FOURTH    CLASS I
 DJ5901
 DJ5901.The horizontal coordinates were established by GPS observations
 DJ5901.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5901
 DJ5901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5901.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5901.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5901.The epoch date for horizontal control is a decimal equivalence
 DJ5901.of Year/Month/Day.
 DJ5901
 DJ5901.The orthometric height was determined by GPS observations and a
 DJ5901.high-resolution geoid model.
 DJ5901.The orthometric height was determined by GPS observations and a
 DJ5901.high-resolution geoid model using precise GPS observation and
 DJ5901.processing techniques.
 DJ5901
 DJ5901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5901
 DJ5901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5901
 DJ5901.The ellipsoidal height was determined by GPS observations
 DJ5901.and is referenced to NAD 83.
 DJ5901
 DJ5901.The geoid height was determined by GEOID03.
 DJ5901
 DJ5901;                    North         East     Units Scale Factor Converg.
 DJ5901;SPC AZ C     -   268,506.377   172,334.809   MT  0.99992074   -0 14 34.7
 DJ5901;SPC AZ C     -   880,926.43    565,402.92   iFT  0.99992074   -0 14 34.7
 DJ5901;UTM  12      - 3,698,764.759   373,760.231   MT  0.99979648   -0 44 52.6
 DJ5901
 DJ5901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5901!SPC AZ C     -   0.99995854  x   0.99992074  =   0.99987928
 DJ5901!UTM  12      -   0.99995854  x   0.99979648  =   0.99975502
 DJ5901
 DJ5901                          SUPERSEDED SURVEY CONTROL
 DJ5901
 DJ5901.No superseded survey control is available for this station.
 DJ5901
 DJ5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7376098765(NAD 83)
 DJ5901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5901_STAMPING: NO STAMPING
 DJ5901_MARK LOGO: AZ-013
 DJ5901_PROJECTION: RECESSED 10 CENTIMETERS
 DJ5901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5901+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5901
 DJ5901  HISTORY     - Date     Condition        Report By
 DJ5901  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5901  HISTORY     - 20061101 GOOD             EVANS
 DJ5901
 DJ5901                          STATION DESCRIPTION
 DJ5901
 DJ5901'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5901'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5901'SOUTH, 4.1KM ON LITCHFIELD ROAD TO LOWER BUCKEYE ROAD.  STATION IS A
 DJ5901'MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS DISK, NO STAMPING, IN A
 DJ5901'CONCRETE POST IN A HAND HOLE, RECESSED 12CM, FOUND AT THE INTERSECTION
 DJ5901'OF LITCHFIELD ROAD AND LOWER BUCKEYE ROAD. (GDACS CORNER 54066-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1595 ***********************************************************************
 DV1595  DESIGNATION -  10 A
 DV1595  PID         -  DV1595
 DV1595  STATE/COUNTY-  AZ/LA PAZ
 DV1595  USGS QUAD   -  VICKSBURG (1990)
 DV1595
 DV1595                         *CURRENT SURVEY CONTROL
 DV1595  ___________________________________________________________________
 DV1595* NAD 83(1986)-  33 38 28.     (N)    113 50 51.     (W)     SCALED    
 DV1595* NAVD 88     -       367.82   (+/-2cm)    1206.8    (feet)  VERTCON   
 DV1595  ___________________________________________________________________
 DV1595  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1595
 DV1595.The horizontal coordinates were scaled from a topographic map and have
 DV1595.an estimated accuracy of +/- 6 seconds.
 DV1595
 DV1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1595.The vertical order pertains to the NGVD 29 superseded value.
 DV1595
 DV1595.The geoid height was determined by GEOID03.
 DV1595
 DV1595;                    North         East    Units  Estimated Accuracy
 DV1595;SPC AZ W     -   292,860.      204,320.      MT  (+/- 180 meters Scaled)
 DV1595
 DV1595                          SUPERSEDED SURVEY CONTROL
 DV1595
 DV1595  NGVD 29 (??/??/92)  367.153  (m)         1204.57   (f) ADJ UNCH    2 0
 DV1595
 DV1595.Superseded values are not recommended for survey control.
 DV1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1595.See file dsdata.txt to determine how the superseded data were derived.
 DV1595
 DV1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC358260(NAD 83)
 DV1595_MARKER: DD = SURVEY DISK
 DV1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1595_STAMPING: 10 A 1962
 DV1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1595+STABILITY: SURFACE MOTION
 DV1595
 DV1595  HISTORY     - Date     Condition        Report By
 DV1595  HISTORY     - 1962     MONUMENTED       AZHD
 DV1595
 DV1595                          STATION DESCRIPTION
 DV1595
 DV1595'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1595'9.25 MI SE FROM BRENDA.
 DV1595'0.5 MILES EAST-SOUTHEAST OF A 396 10, AN ARIZONA HIGHWAY DEPARTMENT
 DV1595'DISK, STAMPED 10 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1595'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1595'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0770 ***********************************************************************
 FQ0770  DESIGNATION -  10 HLS
 FQ0770  PID         -  FQ0770
 FQ0770  STATE/COUNTY-  AZ/NAVAJO
 FQ0770  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0770
 FQ0770                         *CURRENT SURVEY CONTROL
 FQ0770  ___________________________________________________________________
 FQ0770* NAD 83(1986)-  35 05 49.     (N)    110 20 47.     (W)     SCALED    
 FQ0770* NAVD 88     -      1552.762  (meters)    5094.35   (feet)  ADJUSTED  
 FQ0770  ___________________________________________________________________
 FQ0770  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0770  DYNAMIC HT  -        1550.682 (meters)    5087.53  (feet)  COMP
 FQ0770  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 FQ0770
 FQ0770  VERT ORDER  -  THIRD
 FQ0770
 FQ0770.The horizontal coordinates were scaled from a topographic map and have
 FQ0770.an estimated accuracy of +/- 6 seconds.
 FQ0770
 FQ0770.The orthometric height was determined by differential leveling
 FQ0770.and adjusted in June 1991.
 FQ0770
 FQ0770.The geoid height was determined by GEOID03.
 FQ0770
 FQ0770.The dynamic height is computed by dividing the NAVD 88
 FQ0770.geopotential number by the normal gravity value computed on the
 FQ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0770.degrees latitude (g = 980.6199 gals.).
 FQ0770
 FQ0770.The modeled gravity was interpolated from observed gravity values.
 FQ0770
 FQ0770;                    North         East    Units  Estimated Accuracy
 FQ0770;SPC AZ E     -   454,340.      196,970.      MT  (+/- 180 meters Scaled)
 FQ0770
 FQ0770                          SUPERSEDED SURVEY CONTROL
 FQ0770
 FQ0770.No superseded survey control is available for this station.
 FQ0770
 FQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD595839(NAD 83)
 FQ0770_MARKER: DB = BENCH MARK DISK
 FQ0770_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0770_SP_SET: COPPER-CLAD STEEL ROD
 FQ0770_STAMPING: 10 HLS 1970 5092
 FQ0770_MARK LOGO: USGS  
 FQ0770_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0770+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0770
 FQ0770  HISTORY     - Date     Condition        Report By
 FQ0770  HISTORY     - 1970     MONUMENTED       USGS
 FQ0770
 FQ0770                          STATION DESCRIPTION
 FQ0770
 FQ0770'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0770'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0770'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0770'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 4.9 MILES
 FQ0770'NORTHEAST ALONG THE ROAD, 0.1 MILE WEST OF A GATE AND CATTLEGUARD, 45
 FQ0770'FEET SOUTH OF A T-FENCE CORNER, 26 FEET SOUTH OF THE CENTERLINE OF
 FQ0770'THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0770'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0872 ***********************************************************************
 FQ0872  DESIGNATION -  10 JRH
 FQ0872  PID         -  FQ0872
 FQ0872  STATE/COUNTY-  AZ/COCONINO
 FQ0872  USGS QUAD   -  CHAPEL MOUNTAIN (1989)
 FQ0872
 FQ0872                         *CURRENT SURVEY CONTROL
 FQ0872  ___________________________________________________________________
 FQ0872* NAD 83(1986)-  35 36 06.     (N)    111 45 23.     (W)     SCALED    
 FQ0872* NAVD 88     -      1871.812  (meters)    6141.10   (feet)  POSTED    
 FQ0872  ___________________________________________________________________
 FQ0872  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0872  DYNAMIC HT  -        1869.310 (meters)    6132.89  (feet)  COMP
 FQ0872  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 FQ0872
 FQ0872  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0872
 FQ0872.The horizontal coordinates were scaled from a topographic map and have
 FQ0872.an estimated accuracy of +/- 6 seconds.
 FQ0872
 FQ0872.The orthometric height was determined by differential leveling
 FQ0872.and adjusted by the  in 1992.
 FQ0872.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0872.rate of 0.0 thru 1.0 mm/km.
 FQ0872
 FQ0872.The geoid height was determined by GEOID03.
 FQ0872
 FQ0872.The dynamic height is computed by dividing the NAVD 88
 FQ0872.geopotential number by the normal gravity value computed on the
 FQ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0872.degrees latitude (g = 980.6199 gals.).
 FQ0872
 FQ0872.The modeled gravity was interpolated from observed gravity values.
 FQ0872
 FQ0872;                    North         East    Units  Estimated Accuracy
 FQ0872;SPC AZ C     -   510,330.      227,880.      MT  (+/- 180 meters Scaled)
 FQ0872
 FQ0872                          SUPERSEDED SURVEY CONTROL
 FQ0872
 FQ0872.No superseded survey control is available for this station.
 FQ0872
 FQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE314400(NAD 83)
 FQ0872_MARKER: DB = BENCH MARK DISK
 FQ0872_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0872_SP_SET: ROCK OUTCROP
 FQ0872_STAMPING: 10 JRH 1959 6138
 FQ0872_MARK LOGO: USGS  
 FQ0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0872+STABILITY: POSITION/ELEVATION WELL
 FQ0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0872+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0872
 FQ0872  HISTORY     - Date     Condition        Report By
 FQ0872  HISTORY     - 1959     MONUMENTED       USGS
 FQ0872
 FQ0872                          STATION DESCRIPTION
 FQ0872
 FQ0872'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0872'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0872'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0872'LOOKOUT TOWER, PROCEED 32.6 MILES SOUTH, 1030 FEET SOUTHEAST OF A
 FQ0872'STONE RANCH HOUSE AT TUB RANCH, 630 FEET NORTHEAST OF 1/4 CORNER S28
 FQ0872'S33 T26N R6E, 350 FEET NORTHWEST OF THE CENTER OF THE MAIN ROAD, 55
 FQ0872'FEET SOUTHEAST OF THE SOUTHEAST END OF A EARTH DAM, ON THE WEST END
 FQ0872'OF A FLAT RIDGE, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0288 ***********************************************************************
 DV0288  DESIGNATION -  10 LUKE FIELD
 DV0288  PID         -  DV0288
 DV0288  STATE/COUNTY-  AZ/MARICOPA
 DV0288  USGS QUAD   -  EL MIRAGE (1982)
 DV0288
 DV0288                         *CURRENT SURVEY CONTROL
 DV0288  ___________________________________________________________________
 DV0288* NAD 83(1986)-  33 32 15.     (N)    112 21 58.     (W)     SCALED    
 DV0288* NAVD 88     -       330.94   (+/-2cm)    1085.8    (feet)  VERTCON   
 DV0288  ___________________________________________________________________
 DV0288  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0288
 DV0288.The horizontal coordinates were scaled from a topographic map and have
 DV0288.an estimated accuracy of +/- 6 seconds.
 DV0288
 DV0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0288.The vertical order pertains to the NGVD 29 superseded value.
 DV0288
 DV0288.The geoid height was determined by GEOID03.
 DV0288
 DV0288;                    North         East    Units  Estimated Accuracy
 DV0288;SPC AZ C     -   281,450.      171,620.      MT  (+/- 180 meters Scaled)
 DV0288
 DV0288                          SUPERSEDED SURVEY CONTROL
 DV0288
 DV0288  NGVD 29 (??/??/92)  330.396  (m)         1083.97   (f) ADJ UNCH    2 0
 DV0288
 DV0288.Superseded values are not recommended for survey control.
 DV0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0288.See file dsdata.txt to determine how the superseded data were derived.
 DV0288
 DV0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC731117(NAD 83)
 DV0288_MARKER: Q = CHISELED SQUARE
 DV0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0288_SP_SET: PAVEMENT
 DV0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0288
 DV0288  HISTORY     - Date     Condition        Report By
 DV0288  HISTORY     - UNK      MONUMENTED       DOD
 DV0288  HISTORY     - 1945     GOOD             NGS
 DV0288
 DV0288                          STATION DESCRIPTION
 DV0288
 DV0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0288'IN LUKE FIELD.
 DV0288'AT LUKE FIELD, MARICOPA COUNTY, 55.3 FEET NORTHWEST OF FLOOD-LIGHT
 DV0288'POLE 8, 26.5 FEET NORTH-NORTHWEST OF FIRE HYDRANT 21, 19.5 FEET SOUTH
 DV0288'OF THE SOUTHWEST CORNER OF A SEWER DRAIN, AT THE INTERSECTION OF I
 DV0288'STREET AND THE WEST ANCHORAGE, IN LINE WITH THE CENTERLINE OF I STREET
 DV0288'0.2 FOOT WEST OF THE EAST EDGE OF THE ANCHORAGE, AND ON THE TOP OF THE
 DV0288'PAVEMENT.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0433 ***********************************************************************
 FR0433  DESIGNATION -  10 W
 FR0433  PID         -  FR0433
 FR0433  STATE/COUNTY-  AZ/MOHAVE
 FR0433  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0433
 FR0433                         *CURRENT SURVEY CONTROL
 FR0433  ___________________________________________________________________
 FR0433* NAD 83(1986)-  35 11 51.     (N)    113 21 55.     (W)     SCALED    
 FR0433* NAVD 88     -      1539.906  (meters)    5052.17   (feet)  POSTED    
 FR0433  ___________________________________________________________________
 FR0433  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FR0433  DYNAMIC HT  -        1537.880 (meters)    5045.53  (feet)  COMP
 FR0433  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 FR0433
 FR0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0433
 FR0433.The horizontal coordinates were scaled from a topographic map and have
 FR0433.an estimated accuracy of +/- 6 seconds.
 FR0433
 FR0433.The orthometric height was determined by differential leveling
 FR0433.and adjusted by the  in 1992.
 FR0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0433.rate of 0.0 thru 1.0 mm/km.
 FR0433
 FR0433.The geoid height was determined by GEOID03.
 FR0433
 FR0433.The dynamic height is computed by dividing the NAVD 88
 FR0433.geopotential number by the normal gravity value computed on the
 FR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0433.degrees latitude (g = 980.6199 gals.).
 FR0433
 FR0433.The modeled gravity was interpolated from observed gravity values.
 FR0433
 FR0433;                    North         East    Units  Estimated Accuracy
 FR0433;SPC AZ W     -   465,570.      248,390.      MT  (+/- 180 meters Scaled)
 FR0433
 FR0433                          SUPERSEDED SURVEY CONTROL
 FR0433
 FR0433  NGVD 29 (??/??/92) 1539.00   (m)         5049.2    (f) COMPUTED    2 0
 FR0433
 FR0433.Superseded values are not recommended for survey control.
 FR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0433.See file dsdata.txt to determine how the superseded data were derived.
 FR0433
 FR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD846975(NAD 83)
 FR0433_MARKER: P = PIPE CAP
 FR0433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0433_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0433_STAMPING: S18-S17-S19-S20 T21-N-R 10W 1916
 FR0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0433
 FR0433  HISTORY     - Date     Condition        Report By
 FR0433  HISTORY     - 1916     MONUMENTED       USGLO
 FR0433  HISTORY     - 1962     GOOD             NGS
 FR0433
 FR0433                          STATION DESCRIPTION
 FR0433
 FR0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0433'49.4 MI NE FROM KINGMAN.
 FR0433'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0433'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0433'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0433'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0433'EAST ALONG THE DIRT ROAD TO MILLERS RANCH HOUSE, THENCE 1.8 MILES
 FR0433'SOUTH AND EAST ALONG THE DIRT ROAD TO AN EAST-WEST FENCE LINE AND A
 FR0433'GATE, THENCE 0.2 MILE EAST ALONG THE FENCE LINE TO A FENCE CORNER
 FR0433'WHICH IS ABOUT 100 YARDS NORTH OF A PIPE LINE VALVE, 1.5 FEET WEST OF
 FR0433'FENCE, 33 FEET NORTH OF A FENCE CORNER, 48.3 FEET NORTHEAST OF STATION
 FR0433'SUB, 49.7 FEET NORTHEAST OF A METAL WITNESS POST, A METAL CAP RIVITED
 FR0433'TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0592 ***********************************************************************
 ER0592  DESIGNATION -  100 BKC
 ER0592  PID         -  ER0592
 ER0592  STATE/COUNTY-  AZ/APACHE
 ER0592  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0592
 ER0592                         *CURRENT SURVEY CONTROL
 ER0592  ___________________________________________________________________
 ER0592* NAD 83(1986)-  34 29 54.     (N)    109 20 11.     (W)     SCALED    
 ER0592* NAVD 88     -      1744.255  (meters)    5722.61   (feet)  ADJUSTED  
 ER0592  ___________________________________________________________________
 ER0592  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 ER0592  DYNAMIC HT  -        1741.745 (meters)    5714.38  (feet)  COMP
 ER0592  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 ER0592
 ER0592  VERT ORDER  -  SECOND    CLASS 0
 ER0592
 ER0592.The horizontal coordinates were scaled from a topographic map and have
 ER0592.an estimated accuracy of +/- 6 seconds.
 ER0592
 ER0592.The orthometric height was determined by differential leveling
 ER0592.and adjusted in June 1991.
 ER0592
 ER0592.The geoid height was determined by GEOID03.
 ER0592
 ER0592.The dynamic height is computed by dividing the NAVD 88
 ER0592.geopotential number by the normal gravity value computed on the
 ER0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0592.degrees latitude (g = 980.6199 gals.).
 ER0592
 ER0592.The modeled gravity was interpolated from observed gravity values.
 ER0592
 ER0592;                    North         East    Units  Estimated Accuracy
 ER0592;SPC AZ E     -   388,240.      289,610.      MT  (+/- 180 meters Scaled)
 ER0592
 ER0592                          SUPERSEDED SURVEY CONTROL
 ER0592
 ER0592  NGVD 29 (??/??/92) 1743.41   (m)         5719.8    (f) COMPUTED    2 0
 ER0592
 ER0592.Superseded values are not recommended for survey control.
 ER0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0592.See file dsdata.txt to determine how the superseded data were derived.
 ER0592
 ER0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD527186(NAD 83)
 ER0592_MARKER: DB = BENCH MARK DISK
 ER0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0592_SP_SET: COPPER-CLAD STEEL ROD
 ER0592_STAMPING: 100 BKC 1968 5720
 ER0592_MARK LOGO: USGS  
 ER0592_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0592+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0592
 ER0592  HISTORY     - Date     Condition        Report By
 ER0592  HISTORY     - 1968     MONUMENTED       USGS
 ER0592
 ER0592                          STATION DESCRIPTION
 ER0592
 ER0592'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0592'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0592'ALONG U S HIGHWAY 666, THENCE 1.1 MILES EAST ALONG A GRAVEL ROAD, 105
 ER0592'FEET EAST OF A POWER POLE WHERE THE POWER LINE MAKES AN ANGLE, 53
 ER0592'FEET SOUTH OF THE ROAD, 1.5 FEET NORTH OF A FENCE CORNER, SET ON A
 ER0592'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0563 ***********************************************************************
 ER0563  DESIGNATION -  100 DOR
 ER0563  PID         -  ER0563
 ER0563  STATE/COUNTY-  AZ/APACHE
 ER0563  USGS QUAD   -  LONG H RANCH (1984)
 ER0563
 ER0563                         *CURRENT SURVEY CONTROL
 ER0563  ___________________________________________________________________
 ER0563* NAD 83(1986)-  34 50 46.     (N)    109 29 27.     (W)     SCALED    
 ER0563* NAVD 88     -      1873.064  (meters)    6145.21   (feet)  ADJUSTED  
 ER0563  ___________________________________________________________________
 ER0563  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0563  DYNAMIC HT  -        1870.381 (meters)    6136.41  (feet)  COMP
 ER0563  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 ER0563
 ER0563  VERT ORDER  -  SECOND    CLASS II
 ER0563
 ER0563.The horizontal coordinates were scaled from a topographic map and have
 ER0563.an estimated accuracy of +/- 6 seconds.
 ER0563
 ER0563.The orthometric height was determined by differential leveling
 ER0563.and adjusted in June 1991.
 ER0563
 ER0563.The geoid height was determined by GEOID03.
 ER0563
 ER0563.The dynamic height is computed by dividing the NAVD 88
 ER0563.geopotential number by the normal gravity value computed on the
 ER0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0563.degrees latitude (g = 980.6199 gals.).
 ER0563
 ER0563.The modeled gravity was interpolated from observed gravity values.
 ER0563
 ER0563;                    North         East    Units  Estimated Accuracy
 ER0563;SPC AZ E     -   426,710.      275,170.      MT  (+/- 180 meters Scaled)
 ER0563
 ER0563                          SUPERSEDED SURVEY CONTROL
 ER0563
 ER0563.No superseded survey control is available for this station.
 ER0563
 ER0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD379570(NAD 83)
 ER0563_MARKER: DB = BENCH MARK DISK
 ER0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0563_SP_SET: CONCRETE POST
 ER0563_STAMPING: 100 DOR 1972 6142
 ER0563_MARK LOGO: USGS  
 ER0563_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0563+STABILITY: SURFACE MOTION
 ER0563
 ER0563  HISTORY     - Date     Condition        Report By
 ER0563  HISTORY     - 1972     MONUMENTED       USGS
 ER0563
 ER0563                          STATION DESCRIPTION
 ER0563
 ER0563'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0563'31.9 KM (19.80 MI) SSE FROM NAVAJO.
 ER0563'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0563'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0563'THENCE 6.9 MILES SOUTHEAST ALONG A TRACK ROAD, 1.0 MILES SSW OF A
 ER0563'WINDMILL, 0.2 MILES NNW OF A Y-ROAD NORTHEAST, ON THE TOP OF A SLIGHT
 ER0563'RISE, 264 FEET NNW OF A Y-ROAD SOUTHEAST, AND 21 FEET NORTHWEST OF
 ER0563'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0447 ***********************************************************************
 GQ0447  DESIGNATION -  100 DOR
 GQ0447  PID         -  GQ0447
 GQ0447  STATE/COUNTY-  AZ/MOHAVE
 GQ0447  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0447
 GQ0447                         *CURRENT SURVEY CONTROL
 GQ0447  ___________________________________________________________________
 GQ0447* NAD 83(1986)-  36 47 57.     (N)    113 33 10.     (W)     SCALED    
 GQ0447* NAVD 88     -      1615.244  (meters)    5299.35   (feet)  POSTED    
 GQ0447  ___________________________________________________________________
 GQ0447  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 GQ0447  DYNAMIC HT  -        1613.380 (meters)    5293.23  (feet)  COMP
 GQ0447  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 GQ0447
 GQ0447  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0447
 GQ0447.The horizontal coordinates were scaled from a topographic map and have
 GQ0447.an estimated accuracy of +/- 6 seconds.
 GQ0447
 GQ0447.The orthometric height was determined by differential leveling
 GQ0447.and adjusted by the  in 1992.
 GQ0447.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0447.rate of 0.0 thru 1.0 mm/km.
 GQ0447
 GQ0447.The geoid height was determined by GEOID03.
 GQ0447
 GQ0447.The dynamic height is computed by dividing the NAVD 88
 GQ0447.geopotential number by the normal gravity value computed on the
 GQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0447.degrees latitude (g = 980.6199 gals.).
 GQ0447
 GQ0447.The modeled gravity was interpolated from observed gravity values.
 GQ0447
 GQ0447;                    North         East    Units  Estimated Accuracy
 GQ0447;SPC AZ W     -   643,220.      230,960.      MT  (+/- 180 meters Scaled)
 GQ0447
 GQ0447                          SUPERSEDED SURVEY CONTROL
 GQ0447
 GQ0447.No superseded survey control is available for this station.
 GQ0447
 GQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF722756(NAD 83)
 GQ0447_MARKER: DB = BENCH MARK DISK
 GQ0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0447_SP_SET: COPPER-CLAD STEEL ROD
 GQ0447_STAMPING: 100 DOR 1970 5296
 GQ0447_MARK LOGO: USGS  
 GQ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0447
 GQ0447  HISTORY     - Date     Condition        Report By
 GQ0447  HISTORY     - 1970     MONUMENTED       USGS
 GQ0447
 GQ0447                          STATION DESCRIPTION
 GQ0447
 GQ0447'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0447'37.5 KM (23.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0447'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0447'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0447'ROAD TO THE ARIZONA STATE LINE, CONTINUE 16.6 MILES SOUTH ALONG MT.
 GQ0447'TRUMBULL ROAD, 50 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0447'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0668 ***********************************************************************
 GP0668  DESIGNATION -  100 DOR
 GP0668  PID         -  GP0668
 GP0668  STATE/COUNTY-  AZ/COCONINO
 GP0668  USGS QUAD   -  COW SPRINGS (1970)
 GP0668
 GP0668                         *CURRENT SURVEY CONTROL
 GP0668  ___________________________________________________________________
 GP0668* NAD 83(1986)-  36 28 56.     (N)    110 52 14.     (W)     SCALED    
 GP0668* NAVD 88     -      1804.563  (meters)    5920.47   (feet)  ADJUSTED  
 GP0668  ___________________________________________________________________
 GP0668  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 GP0668  DYNAMIC HT  -        1802.319 (meters)    5913.11  (feet)  COMP
 GP0668  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 GP0668
 GP0668  VERT ORDER  -  SECOND    CLASS 0
 GP0668
 GP0668.The horizontal coordinates were scaled from a topographic map and have
 GP0668.an estimated accuracy of +/- 6 seconds.
 GP0668
 GP0668.The orthometric height was determined by differential leveling
 GP0668.and adjusted in June 1991.
 GP0668
 GP0668.The geoid height was determined by GEOID03.
 GP0668
 GP0668.The dynamic height is computed by dividing the NAVD 88
 GP0668.geopotential number by the normal gravity value computed on the
 GP0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0668.degrees latitude (g = 980.6199 gals.).
 GP0668
 GP0668.The modeled gravity was interpolated from observed gravity values.
 GP0668
 GP0668;                    North         East    Units  Estimated Accuracy
 GP0668;SPC AZ C     -   608,530.      307,100.      MT  (+/- 180 meters Scaled)
 GP0668
 GP0668                          SUPERSEDED SURVEY CONTROL
 GP0668
 GP0668  NGVD 29 (??/??/92) 1803.61   (m)         5917.3    (f) COMPUTED    2 0
 GP0668
 GP0668.Superseded values are not recommended for survey control.
 GP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0668.See file dsdata.txt to determine how the superseded data were derived.
 GP0668
 GP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF115374(NAD 83)
 GP0668_MARKER: DB = BENCH MARK DISK
 GP0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0668_SP_SET: COPPER-CLAD STEEL ROD
 GP0668_STAMPING: 100 DOR 1969 5917
 GP0668_MARK LOGO: USGS  
 GP0668_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0668+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0668
 GP0668  HISTORY     - Date     Condition        Report By
 GP0668  HISTORY     - 1969     MONUMENTED       USGS
 GP0668
 GP0668                          STATION DESCRIPTION
 GP0668
 GP0668'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0668'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0668'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0668'NORTH, THENCE 7.0 MILES NORTH, 100 FEET NORTH OF THE JUNCTION OF A
 GP0668'Y-ROAD EAST, 50 FEET NORTHWEST AND 3 FEET HIGHER THAN THE ROAD, 10
 GP0668'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A WITNESS,
 GP0668'SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE
 GP0668'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0446 ***********************************************************************
 DV0446  DESIGNATION -  100 Z
 DV0446  PID         -  DV0446
 DV0446  STATE/COUNTY-  AZ/MARICOPA
 DV0446  USGS QUAD   -  TOLLESON (1982)
 DV0446
 DV0446                         *CURRENT SURVEY CONTROL
 DV0446  ___________________________________________________________________
 DV0446* NAD 83(1986)-  33 24 22.     (N)    112 18 22.     (W)     SCALED    
 DV0446* NAVD 88     -       288.55   (+/-2cm)     946.7    (feet)  VERTCON   
 DV0446  ___________________________________________________________________
 DV0446  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0446
 DV0446.The horizontal coordinates were scaled from a topographic map and have
 DV0446.an estimated accuracy of +/- 6 seconds.
 DV0446
 DV0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0446.The vertical order pertains to the NGVD 29 superseded value.
 DV0446
 DV0446.The geoid height was determined by GEOID03.
 DV0446
 DV0446;                    North         East    Units  Estimated Accuracy
 DV0446;SPC AZ C     -   266,860.      177,140.      MT  (+/- 180 meters Scaled)
 DV0446
 DV0446                          SUPERSEDED SURVEY CONTROL
 DV0446
 DV0446  NGVD 29 (??/??/92)  287.886  (m)          944.51   (f) ADJ UNCH    2 0
 DV0446
 DV0446.Superseded values are not recommended for survey control.
 DV0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0446.See file dsdata.txt to determine how the superseded data were derived.
 DV0446
 DV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB785970(NAD 83)
 DV0446_MARKER: DD = SURVEY DISK
 DV0446_SETTING: 0 = UNSPECIFIED SETTING
 DV0446_STAMPING: 100 Z 1962
 DV0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0446
 DV0446  HISTORY     - Date     Condition        Report By
 DV0446  HISTORY     - 1962     MONUMENTED       AZHD
 DV0446  HISTORY     - 1962     GOOD             NGS
 DV0446  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0446  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DV0446
 DV0446                          STATION DESCRIPTION
 DV0446
 DV0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0446'2.4 MI SW FROM CASHION.
 DV0446'0.4 MILE WEST ALONG US HY. 80 FROM POST OFFICE AT CASHION, THENCE 2
 DV0446'MILES SOUTH ALONG SOUTH 115TH AVENUE TO THE JUNCTION OF BROADWAY AND
 DV0446'THE MARK SET FLUSH WITH THE GROUND ELEVATION, 37 FT. WEST OF THE SOUTH
 DV0446'HEADWALL OF A IRRIGATION CANAL, 35.5 FT. EAST OF THE CENTER OF 115TH
 DV0446'AVENUE, 22 FT. OF THE CENTER OF BROADWAY, 5 FT. NORTH OF A WITNESS
 DV0446'POST, 7.6 FT. SOUTHWEST OF A POWER POLE.
 DV0446
 DV0446                          STATION RECOVERY (1992)
 DV0446
 DV0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0446'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0446'ASSUMED DESTROYED.
 DV0446
 DV0446                          STATION RECOVERY (2007)
 DV0446
 DV0446'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5888 ***********************************************************************
 DJ5888  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5888  DESIGNATION -  101
 DJ5888  PID         -  DJ5888
 DJ5888  STATE/COUNTY-  AZ/MARICOPA
 DJ5888  USGS QUAD   -  TOLLESON (1982)
 DJ5888
 DJ5888                         *CURRENT SURVEY CONTROL
 DJ5888  ___________________________________________________________________
 DJ5888* NAD 83(2007)-  33 27 51.38233(N)    112 20 27.42475(W)     ADJUSTED  
 DJ5888* NAVD 88     -       303.60   (meters)     996.1    (feet)  GPS OBS   
 DJ5888  ___________________________________________________________________
 DJ5888  EPOCH DATE  -        2007.00
 DJ5888  X           -  -2,024,688.780 (meters)                     COMP
 DJ5888  Y           -  -4,926,668.505 (meters)                     COMP
 DJ5888  Z           -   3,497,179.894 (meters)                     COMP
 DJ5888  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DJ5888  ELLIP HEIGHT-         273.203 (meters)          (03/21/07) ADJUSTED
 DJ5888  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DJ5888  HORZ ORDER  -  FIRST
 DJ5888  ELLP ORDER  -  FOURTH    CLASS I
 DJ5888
 DJ5888.The horizontal coordinates were established by GPS observations
 DJ5888.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5888
 DJ5888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5888.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5888.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5888.The epoch date for horizontal control is a decimal equivalence
 DJ5888.of Year/Month/Day.
 DJ5888
 DJ5888.The orthometric height was determined by GPS observations and a
 DJ5888.high-resolution geoid model.
 DJ5888.The orthometric height was determined by GPS observations and a
 DJ5888.high-resolution geoid model using precise GPS observation and
 DJ5888.processing techniques.
 DJ5888
 DJ5888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5888
 DJ5888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5888
 DJ5888.The ellipsoidal height was determined by GPS observations
 DJ5888.and is referenced to NAD 83.
 DJ5888
 DJ5888.The geoid height was determined by GEOID03.
 DJ5888
 DJ5888;                    North         East     Units Scale Factor Converg.
 DJ5888;SPC AZ C     -   273,318.766   173,922.004   MT  0.99991917   -0 14 02.3
 DJ5888;SPC AZ C     -   896,715.11    570,610.25   iFT  0.99991917   -0 14 02.3
 DJ5888;UTM  12      - 3,703,562.360   375,389.597   MT  0.99979144   -0 44 22.3
 DJ5888
 DJ5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5888!SPC AZ C     -   0.99995711  x   0.99991917  =   0.99987628
 DJ5888!UTM  12      -   0.99995711  x   0.99979144  =   0.99974856
 DJ5888
 DJ5888                          SUPERSEDED SURVEY CONTROL
 DJ5888
 DJ5888.No superseded survey control is available for this station.
 DJ5888
 DJ5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7539003562(NAD 83)
 DJ5888_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5888_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DJ5888_STAMPING: T2N R1W S34 S35 S3 S2 37274 2003
 DJ5888_MARK LOGO: AZ-013
 DJ5888_PROJECTION: RECESSED 9 CENTIMETERS
 DJ5888_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ5888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5888+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5888
 DJ5888  HISTORY     - Date     Condition        Report By
 DJ5888  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5888  HISTORY     - 20061101 GOOD             EVANS
 DJ5888
 DJ5888                          STATION DESCRIPTION
 DJ5888
 DJ5888'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5888'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5888'ON DYSART ROAD 0.70KM TO MCDOWELL ROAD.  MARK IS A MARICOPA COUNTY
 DJ5888'HIGHWAY DEPARTMENT BRASS DISK STAMPED T2N R1W S34 S35 S3 S2 37274
 DJ5888'2003, AFFIXED TO A 91.4CM IRON PIPE IN A HAND HOLE, RECESSED 9CM,
 DJ5888'FOUND AT THE INTERSECTION OF DYSART ROAD AND MCDOWELL ROAD. (GDACS
 DJ5888'CORNER 54004-1M)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0593 ***********************************************************************
 ER0593  DESIGNATION -  101 BKC
 ER0593  PID         -  ER0593
 ER0593  STATE/COUNTY-  AZ/APACHE
 ER0593  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0593
 ER0593                         *CURRENT SURVEY CONTROL
 ER0593  ___________________________________________________________________
 ER0593* NAD 83(1986)-  34 29 24.     (N)    109 19 45.     (W)     SCALED    
 ER0593* NAVD 88     -      1771.021  (meters)    5810.42   (feet)  ADJUSTED  
 ER0593  ___________________________________________________________________
 ER0593  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 ER0593  DYNAMIC HT  -        1768.469 (meters)    5802.05  (feet)  COMP
 ER0593  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 ER0593
 ER0593  VERT ORDER  -  SECOND    CLASS 0
 ER0593
 ER0593.The horizontal coordinates were scaled from a topographic map and have
 ER0593.an estimated accuracy of +/- 6 seconds.
 ER0593
 ER0593.The orthometric height was determined by differential leveling
 ER0593.and adjusted in June 1991.
 ER0593
 ER0593.The geoid height was determined by GEOID03.
 ER0593
 ER0593.The dynamic height is computed by dividing the NAVD 88
 ER0593.geopotential number by the normal gravity value computed on the
 ER0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0593.degrees latitude (g = 980.6199 gals.).
 ER0593
 ER0593.The modeled gravity was interpolated from observed gravity values.
 ER0593
 ER0593;                    North         East    Units  Estimated Accuracy
 ER0593;SPC AZ E     -   387,320.      290,280.      MT  (+/- 180 meters Scaled)
 ER0593
 ER0593                          SUPERSEDED SURVEY CONTROL
 ER0593
 ER0593  NGVD 29 (??/??/92) 1770.17   (m)         5807.6    (f) COMPUTED    2 0
 ER0593
 ER0593.Superseded values are not recommended for survey control.
 ER0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0593.See file dsdata.txt to determine how the superseded data were derived.
 ER0593
 ER0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD534177(NAD 83)
 ER0593_MARKER: DB = BENCH MARK DISK
 ER0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0593_SP_SET: COPPER-CLAD STEEL ROD
 ER0593_STAMPING: 101 BKC 1968 5808
 ER0593_MARK LOGO: USGS  
 ER0593_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0593+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0593
 ER0593  HISTORY     - Date     Condition        Report By
 ER0593  HISTORY     - 1968     MONUMENTED       USGS
 ER0593
 ER0593                          STATION DESCRIPTION
 ER0593
 ER0593'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0593'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0593'ALONG U S HIGHWAY 666, THENCE 1.8 MILES EAST ALONG A GRAVEL ROAD TO
 ER0593'TWO SMALL KNOLLS, 48 FEET SOUTH OF THE ROAD, TO THE EAST ONE OF TWO
 ER0593'SMALL KNOLLS, 15 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A
 ER0593'FENCE, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH
 ER0593'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0564 ***********************************************************************
 ER0564  DESIGNATION -  101 DOR
 ER0564  PID         -  ER0564
 ER0564  STATE/COUNTY-  AZ/APACHE
 ER0564  USGS QUAD   -  LONG H RANCH (1984)
 ER0564
 ER0564                         *CURRENT SURVEY CONTROL
 ER0564  ___________________________________________________________________
 ER0564* NAD 83(1986)-  34 49 59.     (N)    109 29 03.     (W)     SCALED    
 ER0564* NAVD 88     -      1875.302  (meters)    6152.55   (feet)  ADJUSTED  
 ER0564  ___________________________________________________________________
 ER0564  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0564  DYNAMIC HT  -        1872.618 (meters)    6143.75  (feet)  COMP
 ER0564  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 ER0564
 ER0564  VERT ORDER  -  SECOND    CLASS II
 ER0564
 ER0564.The horizontal coordinates were scaled from a topographic map and have
 ER0564.an estimated accuracy of +/- 6 seconds.
 ER0564
 ER0564.The orthometric height was determined by differential leveling
 ER0564.and adjusted in June 1991.
 ER0564
 ER0564.The geoid height was determined by GEOID03.
 ER0564
 ER0564.The dynamic height is computed by dividing the NAVD 88
 ER0564.geopotential number by the normal gravity value computed on the
 ER0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0564.degrees latitude (g = 980.6199 gals.).
 ER0564
 ER0564.The modeled gravity was interpolated from observed gravity values.
 ER0564
 ER0564;                    North         East    Units  Estimated Accuracy
 ER0564;SPC AZ E     -   425,270.      275,790.      MT  (+/- 180 meters Scaled)
 ER0564
 ER0564                          SUPERSEDED SURVEY CONTROL
 ER0564
 ER0564.No superseded survey control is available for this station.
 ER0564
 ER0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD386555(NAD 83)
 ER0564_MARKER: DB = BENCH MARK DISK
 ER0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0564_SP_SET: CONCRETE POST
 ER0564_STAMPING: 101 DOR 1972 6149
 ER0564_MARK LOGO: USGS  
 ER0564_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0564+STABILITY: SURFACE MOTION
 ER0564
 ER0564  HISTORY     - Date     Condition        Report By
 ER0564  HISTORY     - 1972     MONUMENTED       USGS
 ER0564
 ER0564                          STATION DESCRIPTION
 ER0564
 ER0564'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0564'33.5 KM (20.80 MI) SSE FROM NAVAJO.
 ER0564'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0564'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0564'THENCE 7.9 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD TO THE TOP OF
 ER0564'A SLIGHT RISE, 150 FEET SOUTH OF A DIM Y-ROAD NORTHWEST, 33 FEET EAST
 ER0564'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0448 ***********************************************************************
 GQ0448  DESIGNATION -  101 DOR
 GQ0448  PID         -  GQ0448
 GQ0448  STATE/COUNTY-  AZ/MOHAVE
 GQ0448  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0448
 GQ0448                         *CURRENT SURVEY CONTROL
 GQ0448  ___________________________________________________________________
 GQ0448* NAD 83(1986)-  36 47 11.     (N)    113 33 32.     (W)     SCALED    
 GQ0448* NAVD 88     -      1586.217  (meters)    5204.11   (feet)  POSTED    
 GQ0448  ___________________________________________________________________
 GQ0448  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 GQ0448  DYNAMIC HT  -        1584.400 (meters)    5198.15  (feet)  COMP
 GQ0448  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 GQ0448
 GQ0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0448
 GQ0448.The horizontal coordinates were scaled from a topographic map and have
 GQ0448.an estimated accuracy of +/- 6 seconds.
 GQ0448
 GQ0448.The orthometric height was determined by differential leveling
 GQ0448.and adjusted by the  in 1992.
 GQ0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0448.rate of 0.0 thru 1.0 mm/km.
 GQ0448
 GQ0448.The geoid height was determined by GEOID03.
 GQ0448
 GQ0448.The dynamic height is computed by dividing the NAVD 88
 GQ0448.geopotential number by the normal gravity value computed on the
 GQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0448.degrees latitude (g = 980.6199 gals.).
 GQ0448
 GQ0448.The modeled gravity was interpolated from observed gravity values.
 GQ0448
 GQ0448;                    North         East    Units  Estimated Accuracy
 GQ0448;SPC AZ W     -   641,810.      230,420.      MT  (+/- 180 meters Scaled)
 GQ0448
 GQ0448                          SUPERSEDED SURVEY CONTROL
 GQ0448
 GQ0448.No superseded survey control is available for this station.
 GQ0448
 GQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716742(NAD 83)
 GQ0448_MARKER: DB = BENCH MARK DISK
 GQ0448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0448_SP_SET: COPPER-CLAD STEEL ROD
 GQ0448_STAMPING: 101 DOR 1970 5201
 GQ0448_MARK LOGO: USGS  
 GQ0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0448
 GQ0448  HISTORY     - Date     Condition        Report By
 GQ0448  HISTORY     - 1970     MONUMENTED       USGS
 GQ0448
 GQ0448                          STATION DESCRIPTION
 GQ0448
 GQ0448'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0448'39.3 KM (24.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0448'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0448'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0448'ROAD TO THE ARIZONA STATE LINE, CONTINUE 17.7 MILES SOUTH ALONG MT.
 GQ0448'TRUMBULL ROAD TO THE TOP OF A SLIGHT RISE, 42 FEET SOUTHEAST OF THE
 GQ0448'ROAD.  ROD DEPTH UNKNOWN.
 GQ0448'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0448'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0669 ***********************************************************************
 GP0669  DESIGNATION -  101 DOR
 GP0669  PID         -  GP0669
 GP0669  STATE/COUNTY-  AZ/COCONINO
 GP0669  USGS QUAD   -  COW SPRINGS (1970)
 GP0669
 GP0669                         *CURRENT SURVEY CONTROL
 GP0669  ___________________________________________________________________
 GP0669* NAD 83(1986)-  36 29 42.     (N)    110 51 39.     (W)     SCALED    
 GP0669* NAVD 88     -      1820.715  (meters)    5973.46   (feet)  ADJUSTED  
 GP0669  ___________________________________________________________________
 GP0669  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 GP0669  DYNAMIC HT  -        1818.450 (meters)    5966.03  (feet)  COMP
 GP0669  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 GP0669
 GP0669  VERT ORDER  -  SECOND    CLASS 0
 GP0669
 GP0669.The horizontal coordinates were scaled from a topographic map and have
 GP0669.an estimated accuracy of +/- 6 seconds.
 GP0669
 GP0669.The orthometric height was determined by differential leveling
 GP0669.and adjusted in June 1991.
 GP0669
 GP0669.The geoid height was determined by GEOID03.
 GP0669
 GP0669.The dynamic height is computed by dividing the NAVD 88
 GP0669.geopotential number by the normal gravity value computed on the
 GP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0669.degrees latitude (g = 980.6199 gals.).
 GP0669
 GP0669.The modeled gravity was interpolated from observed gravity values.
 GP0669
 GP0669;                    North         East    Units  Estimated Accuracy
 GP0669;SPC AZ C     -   609,950.      307,950.      MT  (+/- 180 meters Scaled)
 GP0669
 GP0669                          SUPERSEDED SURVEY CONTROL
 GP0669
 GP0669  NGVD 29 (??/??/92) 1819.77   (m)         5970.4    (f) COMPUTED    2 0
 GP0669
 GP0669.Superseded values are not recommended for survey control.
 GP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0669.See file dsdata.txt to determine how the superseded data were derived.
 GP0669
 GP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF124388(NAD 83)
 GP0669_MARKER: DB = BENCH MARK DISK
 GP0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0669_SP_SET: COPPER-CLAD STEEL ROD
 GP0669_STAMPING: 101 DOR 1969 5970
 GP0669_MARK LOGO: USGS  
 GP0669_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0669+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0669
 GP0669  HISTORY     - Date     Condition        Report By
 GP0669  HISTORY     - 1969     MONUMENTED       USGS
 GP0669
 GP0669                          STATION DESCRIPTION
 GP0669
 GP0669'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0669'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0669'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0669'NORTH, THENCE 8.1 MILES NORTH, 0.1 MILE SOUTH OF A Y-ROAD NORTH TO A
 GP0669'STONE HOUSE, 101 FEET NORTHWEST OF THE ROAD, 10 FEET SOUTHWEST OF A
 GP0669'TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WITNESS, SET ON A COPPER-COATED
 GP0669'ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0447 ***********************************************************************
 DV0447  DESIGNATION -  101 Z
 DV0447  PID         -  DV0447
 DV0447  STATE/COUNTY-  AZ/MARICOPA
 DV0447  USGS QUAD   -  TOLLESON (1982)
 DV0447
 DV0447                         *CURRENT SURVEY CONTROL
 DV0447  ___________________________________________________________________
 DV0447* NAD 83(1986)-  33 24 23.     (N)    112 17 22.     (W)     SCALED    
 DV0447* NAVD 88     -       297.20   (+/-2cm)     975.1    (feet)  VERTCON   
 DV0447  ___________________________________________________________________
 DV0447  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0447
 DV0447.The horizontal coordinates were scaled from a topographic map and have
 DV0447.an estimated accuracy of +/- 6 seconds.
 DV0447
 DV0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0447.The vertical order pertains to the NGVD 29 superseded value.
 DV0447
 DV0447.The geoid height was determined by GEOID03.
 DV0447
 DV0447;                    North         East    Units  Estimated Accuracy
 DV0447;SPC AZ C     -   266,880.      178,690.      MT  (+/- 180 meters Scaled)
 DV0447
 DV0447                          SUPERSEDED SURVEY CONTROL
 DV0447
 DV0447  NGVD 29 (??/??/92)  296.538  (m)          972.89   (f) ADJ UNCH    2 0
 DV0447
 DV0447.Superseded values are not recommended for survey control.
 DV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0447.See file dsdata.txt to determine how the superseded data were derived.
 DV0447
 DV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB800970(NAD 83)
 DV0447_MARKER: DD = SURVEY DISK
 DV0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0447_STAMPING: 101 Z 1962
 DV0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0447+STABILITY: SURFACE MOTION
 DV0447
 DV0447  HISTORY     - Date     Condition        Report By
 DV0447  HISTORY     - 1962     MONUMENTED       AZHD
 DV0447  HISTORY     - 1962     GOOD             NGS
 DV0447  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0447  HISTORY     - 20080108 MARK NOT FOUND   GEOCAC
 DV0447
 DV0447                          STATION DESCRIPTION
 DV0447
 DV0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0447'2.6 MI SE FROM CASHION.
 DV0447'0.6 MILE EAST ALONG US HY. 80 FROM THE POST OFFICE AT CASHION, THENCE
 DV0447'2 MILES SOUTH ALONG SOUTH 107 AVENUE TO THE JUNCTION OF WEST BROADWAY
 DV0447'AND THE MARK SET IN A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND
 DV0447'ELEVATION, 36 FT. NORTH OF THE CENTER OF BROADWAY, 35 FT. WEST OF
 DV0447'CENTER OF 107TH AVENUE, 14 FT. NORTHWEST OF A BRACE POLE, 62 FT. NORTH
 DV0447'OF THE HEADGATE OF A EAST-WEST IRRIGATION CANAL, 1.6 FT. EAST OF A
 DV0447'WITNESS POST.
 DV0447
 DV0447                          STATION RECOVERY (1992)
 DV0447
 DV0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0447'THERE IS AN IRRIGATION DITCH AT THE DESCRIBED LOCATION.
 DV0447
 DV0447                          STATION RECOVERY (2008)
 DV0447
 DV0447'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0447'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0447'MARK. PER PREVIOUS RECOVERY NOTE, THERE IS AN IRRIGATION CANAL AT THE
 DV0447'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1321 ***********************************************************************
 DV1321  DESIGNATION -  1010.92
 DV1321  PID         -  DV1321
 DV1321  STATE/COUNTY-  AZ/MARICOPA
 DV1321  USGS QUAD   -  TOLLESON (1982)
 DV1321
 DV1321                         *CURRENT SURVEY CONTROL
 DV1321  ___________________________________________________________________
 DV1321* NAD 83(1986)-  33 27 28.     (N)    112 21 30.     (W)     SCALED    
 DV1321* NAVD 88     -       308.730  (meters)    1012.89   (feet)  ADJUSTED  
 DV1321  ___________________________________________________________________
 DV1321  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1321  DYNAMIC HT  -         308.371 (meters)    1011.71  (feet)  COMP
 DV1321  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV1321
 DV1321  VERT ORDER  -  FIRST     CLASS II
 DV1321
 DV1321.The horizontal coordinates were scaled from a topographic map and have
 DV1321.an estimated accuracy of +/- 6 seconds.
 DV1321
 DV1321.The orthometric height was determined by differential leveling
 DV1321.and adjusted in November 1993.
 DV1321
 DV1321.The geoid height was determined by GEOID03.
 DV1321
 DV1321.The dynamic height is computed by dividing the NAVD 88
 DV1321.geopotential number by the normal gravity value computed on the
 DV1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1321.degrees latitude (g = 980.6199 gals.).
 DV1321
 DV1321.The modeled gravity was interpolated from observed gravity values.
 DV1321
 DV1321;                    North         East    Units  Estimated Accuracy
 DV1321;SPC AZ C     -   272,610.      172,300.      MT  (+/- 180 meters Scaled)
 DV1321
 DV1321                          SUPERSEDED SURVEY CONTROL
 DV1321
 DV1321.No superseded survey control is available for this station.
 DV1321
 DV1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC737028(NAD 83)
 DV1321_MARKER: DB = BENCH MARK DISK
 DV1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1321_SP_SET: CONCRETE
 DV1321_STAMPING: 1010.92
 DV1321_MARK LOGO: AZDT  
 DV1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1321+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1321
 DV1321  HISTORY     - Date     Condition        Report By
 DV1321  HISTORY     - UNK      MONUMENTED       AZDT
 DV1321  HISTORY     - 1981     GOOD             AZDT
 DV1321  HISTORY     - 20060810 GOOD             GEOCAC
 DV1321
 DV1321                          STATION DESCRIPTION
 DV1321
 DV1321'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1321'2.7 MI NW FROM AVONDALE.
 DV1321'1.0 MI (1.6 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1321'INTERSECTION OF DYSART ROAD TO THE LITCHFIELD ROAD OVERPASS AND THE
 DV1321'MARK ON THE SOUTHEAST DADO OF THE WESTBOUND.  A STANDARD AZDT ALUMINUM
 DV1321'CAP ON DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
 DV1321
 DV1321                          STATION RECOVERY (2006)
 DV1321
 DV1321'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1318 ***********************************************************************
 DV1318  DESIGNATION -  1015.01
 DV1318  PID         -  DV1318
 DV1318  STATE/COUNTY-  AZ/MARICOPA
 DV1318  USGS QUAD   -  TOLLESON (1982)
 DV1318
 DV1318                         *CURRENT SURVEY CONTROL
 DV1318  ___________________________________________________________________
 DV1318* NAD 83(1986)-  33 27 25.     (N)    112 20 29.     (W)     SCALED    
 DV1318* NAVD 88     -       309.953  (meters)    1016.90   (feet)  ADJUSTED  
 DV1318  ___________________________________________________________________
 DV1318  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1318  DYNAMIC HT  -         309.592 (meters)    1015.72  (feet)  COMP
 DV1318  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1318
 DV1318  VERT ORDER  -  FIRST     CLASS II
 DV1318
 DV1318.The horizontal coordinates were scaled from a topographic map and have
 DV1318.an estimated accuracy of +/- 6 seconds.
 DV1318
 DV1318.The orthometric height was determined by differential leveling
 DV1318.and adjusted in November 1993.
 DV1318
 DV1318.The geoid height was determined by GEOID03.
 DV1318
 DV1318.The dynamic height is computed by dividing the NAVD 88
 DV1318.geopotential number by the normal gravity value computed on the
 DV1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1318.degrees latitude (g = 980.6199 gals.).
 DV1318
 DV1318.The modeled gravity was interpolated from observed gravity values.
 DV1318
 DV1318;                    North         East    Units  Estimated Accuracy
 DV1318;SPC AZ C     -   272,510.      173,880.      MT  (+/- 180 meters Scaled)
 DV1318
 DV1318                          SUPERSEDED SURVEY CONTROL
 DV1318
 DV1318.No superseded survey control is available for this station.
 DV1318
 DV1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC753027(NAD 83)
 DV1318_MARKER: DB = BENCH MARK DISK
 DV1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1318_SP_SET: CONCRETE BRIDGE
 DV1318_STAMPING: 1015.01
 DV1318_MARK LOGO: AZDT  
 DV1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1318
 DV1318  HISTORY     - Date     Condition        Report By
 DV1318  HISTORY     - UNK      MONUMENTED       AZDT
 DV1318  HISTORY     - 1981     GOOD             AZDT
 DV1318
 DV1318                          STATION DESCRIPTION
 DV1318
 DV1318'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1318'2.0 MI NORTH FROM AVONDALE.
 DV1318'AT THE INTERSECTION OF DYSART ROAD AND INTERSTATE 10 IN THE TOP OF THE
 DV1318'NORTHEAST DADO OF THE WESTBOUND OVERPASS.  A STANDARD AZDT ALUMINUM
 DV1318'CAP 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1319 ***********************************************************************
 DV1319  DESIGNATION -  1015.44
 DV1319  PID         -  DV1319
 DV1319  STATE/COUNTY-  AZ/MARICOPA
 DV1319  USGS QUAD   -  TOLLESON (1982)
 DV1319
 DV1319                         *CURRENT SURVEY CONTROL
 DV1319  ___________________________________________________________________
 DV1319* NAD 83(1986)-  33 27 25.     (N)    112 20 29.     (W)     SCALED    
 DV1319* NAVD 88     -       310.086  (meters)    1017.34   (feet)  ADJUSTED  
 DV1319  ___________________________________________________________________
 DV1319  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1319  DYNAMIC HT  -         309.724 (meters)    1016.15  (feet)  COMP
 DV1319  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1319
 DV1319  VERT ORDER  -  FIRST     CLASS II
 DV1319
 DV1319.The horizontal coordinates were scaled from a topographic map and have
 DV1319.an estimated accuracy of +/- 6 seconds.
 DV1319
 DV1319.The orthometric height was determined by differential leveling
 DV1319.and adjusted in November 1993.
 DV1319
 DV1319.The geoid height was determined by GEOID03.
 DV1319
 DV1319.The dynamic height is computed by dividing the NAVD 88
 DV1319.geopotential number by the normal gravity value computed on the
 DV1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1319.degrees latitude (g = 980.6199 gals.).
 DV1319
 DV1319.The modeled gravity was interpolated from observed gravity values.
 DV1319
 DV1319;                    North         East    Units  Estimated Accuracy
 DV1319;SPC AZ C     -   272,510.      173,880.      MT  (+/- 180 meters Scaled)
 DV1319
 DV1319                          SUPERSEDED SURVEY CONTROL
 DV1319
 DV1319.No superseded survey control is available for this station.
 DV1319
 DV1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC753027(NAD 83)
 DV1319_MARKER: DB = BENCH MARK DISK
 DV1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1319_SP_SET: CONCRETE BRIDGE
 DV1319_STAMPING: 1015.44
 DV1319_MARK LOGO: AZDT  
 DV1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1319
 DV1319  HISTORY     - Date     Condition        Report By
 DV1319  HISTORY     - UNK      MONUMENTED       AZDT
 DV1319  HISTORY     - 1981     GOOD             AZDT
 DV1319
 DV1319                          STATION DESCRIPTION
 DV1319
 DV1319'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1319'2.0 MI NORTH FROM AVONDALE.
 DV1319'AT THE INTERSECTION OF DYSART ROAD AND INTERSTATE 10 IN THE TOP OF THE
 DV1319'NORTHEAST DADO OF EASTBOUND OVERPASS.  A STANDARD AZDT ALUMINUM CAP
 DV1319'3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1322 ***********************************************************************
 DV1322  DESIGNATION -  1015.53
 DV1322  PID         -  DV1322
 DV1322  STATE/COUNTY-  AZ/MARICOPA
 DV1322  USGS QUAD   -  TOLLESON (1982)
 DV1322
 DV1322                         *CURRENT SURVEY CONTROL
 DV1322  ___________________________________________________________________
 DV1322* NAD 83(1986)-  33 27 28.     (N)    112 21 30.     (W)     SCALED    
 DV1322* NAVD 88     -       310.130  (meters)    1017.48   (feet)  ADJUSTED  
 DV1322  ___________________________________________________________________
 DV1322  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1322  DYNAMIC HT  -         309.769 (meters)    1016.30  (feet)  COMP
 DV1322  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV1322
 DV1322  VERT ORDER  -  FIRST     CLASS II
 DV1322
 DV1322.The horizontal coordinates were scaled from a topographic map and have
 DV1322.an estimated accuracy of +/- 6 seconds.
 DV1322
 DV1322.The orthometric height was determined by differential leveling
 DV1322.and adjusted in November 1993.
 DV1322
 DV1322.The geoid height was determined by GEOID03.
 DV1322
 DV1322.The dynamic height is computed by dividing the NAVD 88
 DV1322.geopotential number by the normal gravity value computed on the
 DV1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1322.degrees latitude (g = 980.6199 gals.).
 DV1322
 DV1322.The modeled gravity was interpolated from observed gravity values.
 DV1322
 DV1322;                    North         East    Units  Estimated Accuracy
 DV1322;SPC AZ C     -   272,610.      172,300.      MT  (+/- 180 meters Scaled)
 DV1322
 DV1322                          SUPERSEDED SURVEY CONTROL
 DV1322
 DV1322.No superseded survey control is available for this station.
 DV1322
 DV1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC737028(NAD 83)
 DV1322_MARKER: DB = BENCH MARK DISK
 DV1322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1322_SP_SET: CONCRETE
 DV1322_STAMPING: 1015.53
 DV1322_MARK LOGO: AZDT  
 DV1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1322+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DV1322
 DV1322  HISTORY     - Date     Condition        Report By
 DV1322  HISTORY     - UNK      MONUMENTED       AZDT
 DV1322  HISTORY     - 1981     GOOD             AZDT
 DV1322  HISTORY     - 20070919 GOOD             GEOCAC
 DV1322
 DV1322                          STATION DESCRIPTION
 DV1322
 DV1322'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1322'2.7 MI NW FROM AVONDALE.
 DV1322'1.0 MI (1.6 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1322'INTERSECTION OF DYSART ROAD TO THE LITCHFIELD ROAD OVERPASS AND THE
 DV1322'MARK ON THE SOUTHWEST DADO OF THE WESTBOUND.  A STANDARD AZDT ALUMINUM
 DV1322'CAP ON THE DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
 DV1322
 DV1322                          STATION RECOVERY (2007)
 DV1322
 DV1322'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1325 ***********************************************************************
 DV1325  DESIGNATION -  1017.78
 DV1325  PID         -  DV1325
 DV1325  STATE/COUNTY-  AZ/MARICOPA
 DV1325  USGS QUAD   -  TOLLESON (1982)
 DV1325
 DV1325                         *CURRENT SURVEY CONTROL
 DV1325  ___________________________________________________________________
 DV1325* NAD 83(1986)-  33 27 28.     (N)    112 21 45.     (W)     SCALED    
 DV1325* NAVD 88     -       310.814  (meters)    1019.73   (feet)  ADJUSTED  
 DV1325  ___________________________________________________________________
 DV1325  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1325  DYNAMIC HT  -         310.453 (meters)    1018.54  (feet)  COMP
 DV1325  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1325
 DV1325  VERT ORDER  -  FIRST     CLASS II
 DV1325
 DV1325.The horizontal coordinates were scaled from a topographic map and have
 DV1325.an estimated accuracy of +/- 6 seconds.
 DV1325
 DV1325.The orthometric height was determined by differential leveling
 DV1325.and adjusted in November 1993.
 DV1325
 DV1325.The geoid height was determined by GEOID03.
 DV1325
 DV1325.The dynamic height is computed by dividing the NAVD 88
 DV1325.geopotential number by the normal gravity value computed on the
 DV1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1325.degrees latitude (g = 980.6199 gals.).
 DV1325
 DV1325.The modeled gravity was interpolated from observed gravity values.
 DV1325
 DV1325;                    North         East    Units  Estimated Accuracy
 DV1325;SPC AZ C     -   272,610.      171,920.      MT  (+/- 180 meters Scaled)
 DV1325
 DV1325                          SUPERSEDED SURVEY CONTROL
 DV1325
 DV1325.No superseded survey control is available for this station.
 DV1325
 DV1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC733028(NAD 83)
 DV1325_MARKER: DB = BENCH MARK DISK
 DV1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1325_SP_SET: CONCRETE BRIDGE
 DV1325_STAMPING: 1017.78
 DV1325_MARK LOGO: AZDT  
 DV1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1325+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DV1325
 DV1325  HISTORY     - Date     Condition        Report By
 DV1325  HISTORY     - UNK      MONUMENTED       AZDT
 DV1325  HISTORY     - 1981     GOOD             AZDT
 DV1325  HISTORY     - 20070919 GOOD             GEOCAC
 DV1325
 DV1325                          STATION DESCRIPTION
 DV1325
 DV1325'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1325'1.7 MI NW FROM GOODYEAR.
 DV1325'1.47 MI (2.37 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1325'INTERSECTION OF DYSART ROAD TO A RAILROAD OVERPASS AND THE MARK IN THE
 DV1325'TOP OF THE SOUTHWEST DADO OF THE EASTBOUND OVERPASS.  A STANDARD AZDT
 DV1325'ALUMINUM CAP IN TOP OF DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF
 DV1325'DECK.
 DV1325
 DV1325                          STATION RECOVERY (2007)
 DV1325
 DV1325'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1323 ***********************************************************************
 DV1323  DESIGNATION -  1018.23
 DV1323  PID         -  DV1323
 DV1323  STATE/COUNTY-  AZ/MARICOPA
 DV1323  USGS QUAD   -  TOLLESON (1982)
 DV1323
 DV1323                         *CURRENT SURVEY CONTROL
 DV1323  ___________________________________________________________________
 DV1323* NAD 83(1986)-  33 27 28.     (N)    112 21 45.     (W)     SCALED    
 DV1323* NAVD 88     -       310.953  (meters)    1020.18   (feet)  ADJUSTED  
 DV1323  ___________________________________________________________________
 DV1323  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1323  DYNAMIC HT  -         310.592 (meters)    1019.00  (feet)  COMP
 DV1323  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1323
 DV1323  VERT ORDER  -  FIRST     CLASS II
 DV1323
 DV1323.The horizontal coordinates were scaled from a topographic map and have
 DV1323.an estimated accuracy of +/- 6 seconds.
 DV1323
 DV1323.The orthometric height was determined by differential leveling
 DV1323.and adjusted in November 1993.
 DV1323
 DV1323.The geoid height was determined by GEOID03.
 DV1323
 DV1323.The dynamic height is computed by dividing the NAVD 88
 DV1323.geopotential number by the normal gravity value computed on the
 DV1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1323.degrees latitude (g = 980.6199 gals.).
 DV1323
 DV1323.The modeled gravity was interpolated from observed gravity values.
 DV1323
 DV1323;                    North         East    Units  Estimated Accuracy
 DV1323;SPC AZ C     -   272,610.      171,920.      MT  (+/- 180 meters Scaled)
 DV1323
 DV1323                          SUPERSEDED SURVEY CONTROL
 DV1323
 DV1323.No superseded survey control is available for this station.
 DV1323
 DV1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC733028(NAD 83)
 DV1323_MARKER: DB = BENCH MARK DISK
 DV1323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1323_SP_SET: CONCRETE BRIDGE
 DV1323_STAMPING: 1018.23
 DV1323_MARK LOGO: AZDT  
 DV1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1323+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1323
 DV1323  HISTORY     - Date     Condition        Report By
 DV1323  HISTORY     - UNK      MONUMENTED       AZDT
 DV1323  HISTORY     - 1981     GOOD             AZDT
 DV1323  HISTORY     - 20060810 GOOD             GEOCAC
 DV1323
 DV1323                          STATION DESCRIPTION
 DV1323
 DV1323'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1323'1.7 MI NW FROM GOODYEAR.
 DV1323'1.47 MI (2.37 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1323'DYSART ROAD TO A RAILROAD OVERPASS AND THE MARK ON THE RIGHT.  A
 DV1323'STANDARD AZDOT ALUMINUM CAP IN THE TOP OF THE NORTWEST DADO OF THE
 DV1323'WESTBOUND.
 DV1323
 DV1323                          STATION RECOVERY (2006)
 DV1323
 DV1323'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0030 ***********************************************************************
 CZ0030  DESIGNATION -  1019
 CZ0030  PID         -  CZ0030
 CZ0030  STATE/COUNTY-  AZ/COCHISE
 CZ0030  USGS QUAD   -  DRAGOON (1995)
 CZ0030
 CZ0030                         *CURRENT SURVEY CONTROL
 CZ0030  ___________________________________________________________________
 CZ0030* NAD 83(1986)-  32 06 28.     (N)    110 01 31.     (W)     SCALED    
 CZ0030* NAVD 88     -      1415.135  (meters)    4642.82   (feet)  ADJUSTED  
 CZ0030  ___________________________________________________________________
 CZ0030  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CZ0030  DYNAMIC HT  -        1412.976 (meters)    4635.74  (feet)  COMP
 CZ0030  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 CZ0030  OBS GRAVITY -     979,067.8   (mgal)                       GRAV_OBS
 CZ0030
 CZ0030  VERT ORDER  -  FIRST     CLASS II
 CZ0030
 CZ0030.The horizontal coordinates were scaled from a topographic map and have
 CZ0030.an estimated accuracy of +/- 6 seconds.
 CZ0030
 CZ0030.The orthometric height was determined by differential leveling
 CZ0030.and adjusted in June 1991.
 CZ0030
 CZ0030.The geoid height was determined by GEOID03.
 CZ0030
 CZ0030.The dynamic height is computed by dividing the NAVD 88
 CZ0030.geopotential number by the normal gravity value computed on the
 CZ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0030.degrees latitude (g = 980.6199 gals.).
 CZ0030
 CZ0030.The modeled gravity was interpolated from observed gravity values.
 CZ0030.The observed gravity was obtained from relative gravimeter ties
 CZ0030.to the IGSN71 gravity network.
 CZ0030
 CZ0030;                    North         East    Units  Estimated Accuracy
 CZ0030;SPC AZ E     -   122,830.      226,700.      MT  (+/- 180 meters Scaled)
 CZ0030
 CZ0030                          SUPERSEDED SURVEY CONTROL
 CZ0030
 CZ0030  NGVD 29 (??/??/92) 1414.266  (m)         4639.97   (f) ADJ UNCH    1 2
 CZ0030
 CZ0030.Superseded values are not recommended for survey control.
 CZ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0030.See file dsdata.txt to determine how the superseded data were derived.
 CZ0030
 CZ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA919527(NAD 83)
 CZ0030_MARKER: DD = SURVEY DISK
 CZ0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0030_SP_SET: BRIDGE
 CZ0030_STAMPING: 1019 4640.78 1958
 CZ0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0030
 CZ0030  HISTORY     - Date     Condition        Report By
 CZ0030  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0030  HISTORY     - 1960     GOOD             NGS
 CZ0030  HISTORY     - 1979     GOOD             NGS
 CZ0030
 CZ0030                          STATION DESCRIPTION
 CZ0030
 CZ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0030'20.4 MI E FROM BENSON.
 CZ0030'20.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0030'HIGHWAY 86, 0.35 MILES WEST OF MILEPOST 313, 32 FEET SOUTHEAST OF THE
 CZ0030'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN
 CZ0030'THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE BRIDGE THAT IS A
 CZ0030'STOCK UNDERPASS, ABOUT LEVEL WITH THE HIGHWAY.
 CZ0030
 CZ0030                          STATION RECOVERY (1979)
 CZ0030
 CZ0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0030'33.2 KILOMETERS (20.6 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0030'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0030'OF THE SOUTHEAST HEADWALL FOR A DOUBLE BOX CULVERT, 0.1 KILOMETER
 CZ0030'(0.05 MILE) NORTHEAST OF THE CROSSING OF A TWO POLE STRUCTURE POWER
 CZ0030'LINE, 0.1 KILOMETER (0.05 MILE) SOUTHWEST OF MILE POST 325 AND 9.3
 CZ0030'METERS (30.6 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0030'TRAFFIC LANES.
 CZ0030'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1324 ***********************************************************************
 DV1324  DESIGNATION -  1019.50
 DV1324  PID         -  DV1324
 DV1324  STATE/COUNTY-  AZ/MARICOPA
 DV1324  USGS QUAD   -  TOLLESON (1982)
 DV1324
 DV1324                         *CURRENT SURVEY CONTROL
 DV1324  ___________________________________________________________________
 DV1324* NAD 83(1986)-  33 27 28.     (N)    112 21 45.     (W)     SCALED    
 DV1324* NAVD 88     -       311.339  (meters)    1021.45   (feet)  ADJUSTED  
 DV1324  ___________________________________________________________________
 DV1324  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1324  DYNAMIC HT  -         310.977 (meters)    1020.26  (feet)  COMP
 DV1324  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1324
 DV1324  VERT ORDER  -  FIRST     CLASS II
 DV1324
 DV1324.The horizontal coordinates were scaled from a topographic map and have
 DV1324.an estimated accuracy of +/- 6 seconds.
 DV1324
 DV1324.The orthometric height was determined by differential leveling
 DV1324.and adjusted in November 1993.
 DV1324
 DV1324.The geoid height was determined by GEOID03.
 DV1324
 DV1324.The dynamic height is computed by dividing the NAVD 88
 DV1324.geopotential number by the normal gravity value computed on the
 DV1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1324.degrees latitude (g = 980.6199 gals.).
 DV1324
 DV1324.The modeled gravity was interpolated from observed gravity values.
 DV1324
 DV1324;                    North         East    Units  Estimated Accuracy
 DV1324;SPC AZ C     -   272,610.      171,920.      MT  (+/- 180 meters Scaled)
 DV1324
 DV1324                          SUPERSEDED SURVEY CONTROL
 DV1324
 DV1324.No superseded survey control is available for this station.
 DV1324
 DV1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC733028(NAD 83)
 DV1324_MARKER: DB = BENCH MARK DISK
 DV1324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1324_SP_SET: CONCRETE BRIDGE
 DV1324_STAMPING: 1019.50
 DV1324_MARK LOGO: AZDT  
 DV1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1324+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DV1324
 DV1324  HISTORY     - Date     Condition        Report By
 DV1324  HISTORY     - UNK      MONUMENTED       AZDT
 DV1324  HISTORY     - 1981     GOOD             AZDT
 DV1324  HISTORY     - 20070919 GOOD             GEOCAC
 DV1324
 DV1324                          STATION DESCRIPTION
 DV1324
 DV1324'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1324'1.7 MI NW FROM GOODYEAR.
 DV1324'1.47 MI (2.37 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1324'INTERSECTION OF DYSART ROAD TO A RAILROAD OVERPASS AND THE MARK IN THE
 DV1324'TOP OF THE SOUTHWEST DADO OF THE WESTBOUND OVERPASS.  A STANDARD AZDT
 DV1324'ALUMINUM CAP IN TOP OF DADO 3.1 FT (0.94 METERS) ABOVE THE TOP OF
 DV1324'DECK.
 DV1324
 DV1324                          STATION RECOVERY (2007)
 DV1324
 DV1324'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1418 ***********************************************************************
 DU1418  DESIGNATION -  102 4 A
 DU1418  PID         -  DU1418
 DU1418  STATE/COUNTY-  AZ/MARICOPA
 DU1418  USGS QUAD   -  BUCKHORN (1982)
 DU1418
 DU1418                         *CURRENT SURVEY CONTROL
 DU1418  ___________________________________________________________________
 DU1418* NAD 83(1986)-  33 23 12.     (N)    111 38 02.     (W)     SCALED    
 DU1418* NAVD 88     -       447.597  (meters)    1468.49   (feet)  ADJUSTED  
 DU1418  ___________________________________________________________________
 DU1418  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU1418  DYNAMIC HT  -         447.060 (meters)    1466.73  (feet)  COMP
 DU1418  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 DU1418
 DU1418  VERT ORDER  -  FIRST     CLASS I
 DU1418
 DU1418.The horizontal coordinates were scaled from a topographic map and have
 DU1418.an estimated accuracy of +/- 6 seconds.
 DU1418
 DU1418.The orthometric height was determined by differential leveling
 DU1418.and adjusted in November 1993.
 DU1418
 DU1418.The geoid height was determined by GEOID03.
 DU1418
 DU1418.The dynamic height is computed by dividing the NAVD 88
 DU1418.geopotential number by the normal gravity value computed on the
 DU1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1418.degrees latitude (g = 980.6199 gals.).
 DU1418
 DU1418.The modeled gravity was interpolated from observed gravity values.
 DU1418
 DU1418;                    North         East    Units  Estimated Accuracy
 DU1418;SPC AZ C     -   264,670.      239,670.      MT  (+/- 180 meters Scaled)
 DU1418
 DU1418                          SUPERSEDED SURVEY CONTROL
 DU1418
 DU1418  NGVD 29 (??/??/92)  447.408  (m)         1467.87   (f) ADJ UNCH    1 1
 DU1418
 DU1418.Superseded values are not recommended for survey control.
 DU1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1418.See file dsdata.txt to determine how the superseded data were derived.
 DU1418
 DU1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410943(NAD 83)
 DU1418_MARKER: DD = SURVEY DISK
 DU1418_SETTING: 0 = UNSPECIFIED SETTING
 DU1418_SP_SET: UNSPECIFIED SHALLOW
 DU1418_STAMPING: 102-4-A
 DU1418_MARK LOGO: AZ-013
 DU1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1418
 DU1418  HISTORY     - Date     Condition        Report By
 DU1418  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1418  HISTORY     - 1975     GOOD             AZDT
 DU1418  HISTORY     - 1984     GOOD             AZDT
 DU1418  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1418
 DU1418                          STATION DESCRIPTION
 DU1418
 DU1418'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1418'6.2 MI SE FROM BUCKHORN.
 DU1418'FROM THE INTERSECTION OF ELLSWORTH ROAD AND U.S. 60, 70 AND 80. SOUTH
 DU1418'ON ELLSWORTH FOR 2 MILES AND THE STATION.  IN THE CENTERLINE OF
 DU1418'ELLSWORTH ROAD.  T1N.  R7E.  W 34.  25 FT. NORTH OF A LARGE EAST-WEST
 DU1418'DRAINAGE DITCH.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1418'JUNCTION.  A MARICOPA CO. BRASS CAP, SET IN A SURVEY WELL, DOWN 0.4
 DU1418
 DU1418                          STATION RECOVERY (1984)
 DU1418
 DU1418'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1418'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1418'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1418'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 1.61 KM.  (1.00 MI.)
 DU1418'TO THE MARK.
 DU1418
 DU1418                          STATION RECOVERY (2007)
 DU1418
 DU1418'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1418'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1418'OCCURRED IN THIS AREA OF US 60, AND ELLSWORTH ROAD IS NOW AN OVERPASS
 DU1418'OVER US 60. THE DRAINAGE DITCH WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0594 ***********************************************************************
 ER0594  DESIGNATION -  102 BKC
 ER0594  PID         -  ER0594
 ER0594  STATE/COUNTY-  AZ/APACHE
 ER0594  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0594
 ER0594                         *CURRENT SURVEY CONTROL
 ER0594  ___________________________________________________________________
 ER0594* NAD 83(1986)-  34 28 43.     (N)    109 19 11.     (W)     SCALED    
 ER0594* NAVD 88     -      1794.635  (meters)    5887.90   (feet)  ADJUSTED  
 ER0594  ___________________________________________________________________
 ER0594  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 ER0594  DYNAMIC HT  -        1792.043 (meters)    5879.39  (feet)  COMP
 ER0594  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 ER0594
 ER0594  VERT ORDER  -  SECOND    CLASS 0
 ER0594
 ER0594.The horizontal coordinates were scaled from a topographic map and have
 ER0594.an estimated accuracy of +/- 6 seconds.
 ER0594
 ER0594.The orthometric height was determined by differential leveling
 ER0594.and adjusted in June 1991.
 ER0594
 ER0594.The geoid height was determined by GEOID03.
 ER0594
 ER0594.The dynamic height is computed by dividing the NAVD 88
 ER0594.geopotential number by the normal gravity value computed on the
 ER0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0594.degrees latitude (g = 980.6199 gals.).
 ER0594
 ER0594.The modeled gravity was interpolated from observed gravity values.
 ER0594
 ER0594;                    North         East    Units  Estimated Accuracy
 ER0594;SPC AZ E     -   386,070.      291,160.      MT  (+/- 180 meters Scaled)
 ER0594
 ER0594                          SUPERSEDED SURVEY CONTROL
 ER0594
 ER0594  NGVD 29 (??/??/92) 1793.78   (m)         5885.1    (f) COMPUTED    2 0
 ER0594
 ER0594.Superseded values are not recommended for survey control.
 ER0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0594.See file dsdata.txt to determine how the superseded data were derived.
 ER0594
 ER0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD543165(NAD 83)
 ER0594_MARKER: DB = BENCH MARK DISK
 ER0594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0594_SP_SET: COPPER-CLAD STEEL ROD
 ER0594_STAMPING: 102 BKC 1968 5885
 ER0594_MARK LOGO: USGS  
 ER0594_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0594+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0594
 ER0594  HISTORY     - Date     Condition        Report By
 ER0594  HISTORY     - 1968     MONUMENTED       USGS
 ER0594
 ER0594                          STATION DESCRIPTION
 ER0594
 ER0594'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0594'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0594'ALONG U S HIGHWAY 666, THENCE 2.8 MILES EAST ALONG A GRAVEL ROAD, TO
 ER0594'THE ENTRANCE OF THE CITY DUMP, 70 FEET SOUTH OF THE ROAD, 5 FEET
 ER0594'NORTH OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED
 ER0594'IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0565 ***********************************************************************
 ER0565  DESIGNATION -  102 DOR
 ER0565  PID         -  ER0565
 ER0565  STATE/COUNTY-  AZ/APACHE
 ER0565  USGS QUAD   -  LONG H RANCH (1984)
 ER0565
 ER0565                         *CURRENT SURVEY CONTROL
 ER0565  ___________________________________________________________________
 ER0565* NAD 83(1986)-  34 49 17.     (N)    109 28 41.     (W)     SCALED    
 ER0565* NAVD 88     -      1873.941  (meters)    6148.09   (feet)  ADJUSTED  
 ER0565  ___________________________________________________________________
 ER0565  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0565  DYNAMIC HT  -        1871.259 (meters)    6139.29  (feet)  COMP
 ER0565  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 ER0565
 ER0565  VERT ORDER  -  SECOND    CLASS II
 ER0565
 ER0565.The horizontal coordinates were scaled from a topographic map and have
 ER0565.an estimated accuracy of +/- 6 seconds.
 ER0565
 ER0565.The orthometric height was determined by differential leveling
 ER0565.and adjusted in June 1991.
 ER0565
 ER0565.The geoid height was determined by GEOID03.
 ER0565
 ER0565.The dynamic height is computed by dividing the NAVD 88
 ER0565.geopotential number by the normal gravity value computed on the
 ER0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0565.degrees latitude (g = 980.6199 gals.).
 ER0565
 ER0565.The modeled gravity was interpolated from observed gravity values.
 ER0565
 ER0565;                    North         East    Units  Estimated Accuracy
 ER0565;SPC AZ E     -   423,980.      276,350.      MT  (+/- 180 meters Scaled)
 ER0565
 ER0565                          SUPERSEDED SURVEY CONTROL
 ER0565
 ER0565.No superseded survey control is available for this station.
 ER0565
 ER0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD391542(NAD 83)
 ER0565_MARKER: DB = BENCH MARK DISK
 ER0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0565_SP_SET: CONCRETE POST
 ER0565_STAMPING: 102 DOR 1972 6145
 ER0565_MARK LOGO: USGS  
 ER0565_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0565+STABILITY: SURFACE MOTION
 ER0565
 ER0565  HISTORY     - Date     Condition        Report By
 ER0565  HISTORY     - 1972     MONUMENTED       USGS
 ER0565
 ER0565                          STATION DESCRIPTION
 ER0565
 ER0565'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0565'34.9 KM (21.70 MI) SSE FROM NAVAJO.
 ER0565'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0565'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0565'THENCE 8.8 MILES SOUTHEAST ALONG A TRACK ROAD TO A FENCE CORNER, 45
 ER0565'FEET SOUTHWEST OF A JUNIPER TREE, 39 FEET SOUTH OF A FENCE CORNER,
 ER0565'AND 18 FEET EAST OF THE ROAD.
 ER0565'THE MARK IS 1.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0449 ***********************************************************************
 GQ0449  DESIGNATION -  102 DOR
 GQ0449  PID         -  GQ0449
 GQ0449  STATE/COUNTY-  AZ/MOHAVE
 GQ0449  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0449
 GQ0449                         *CURRENT SURVEY CONTROL
 GQ0449  ___________________________________________________________________
 GQ0449* NAD 83(1986)-  36 46 23.     (N)    113 33 15.     (W)     SCALED    
 GQ0449* NAVD 88     -      1557.648  (meters)    5110.38   (feet)  POSTED    
 GQ0449  ___________________________________________________________________
 GQ0449  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 GQ0449  DYNAMIC HT  -        1555.860 (meters)    5104.52  (feet)  COMP
 GQ0449  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 GQ0449
 GQ0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0449
 GQ0449.The horizontal coordinates were scaled from a topographic map and have
 GQ0449.an estimated accuracy of +/- 6 seconds.
 GQ0449
 GQ0449.The orthometric height was determined by differential leveling
 GQ0449.and adjusted by the  in 1992.
 GQ0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0449.rate of 0.0 thru 1.0 mm/km.
 GQ0449
 GQ0449.The geoid height was determined by GEOID03.
 GQ0449
 GQ0449.The dynamic height is computed by dividing the NAVD 88
 GQ0449.geopotential number by the normal gravity value computed on the
 GQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0449.degrees latitude (g = 980.6199 gals.).
 GQ0449
 GQ0449.The modeled gravity was interpolated from observed gravity values.
 GQ0449
 GQ0449;                    North         East    Units  Estimated Accuracy
 GQ0449;SPC AZ W     -   640,330.      230,840.      MT  (+/- 180 meters Scaled)
 GQ0449
 GQ0449                          SUPERSEDED SURVEY CONTROL
 GQ0449
 GQ0449.No superseded survey control is available for this station.
 GQ0449
 GQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF720727(NAD 83)
 GQ0449_MARKER: DB = BENCH MARK DISK
 GQ0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0449_SP_SET: COPPER-CLAD STEEL ROD
 GQ0449_STAMPING: 102 DOR 1970 5107
 GQ0449_MARK LOGO: USGS  
 GQ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0449
 GQ0449  HISTORY     - Date     Condition        Report By
 GQ0449  HISTORY     - 1970     MONUMENTED       USGS
 GQ0449
 GQ0449                          STATION DESCRIPTION
 GQ0449
 GQ0449'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0449'41.0 KM (25.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0449'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0449'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0449'ROAD TO THE ARIZONA STATE LINE, CONTINUE 18.8 MILES SOUTH ALONG MT.
 GQ0449'TRUMBULL ROAD TO THE TOP OF A SLIGHT RISE, 0.1 MILE SOUTH OF A BLM
 GQ0449'TABLET STAMPED BLM PROJ NO STUDY PLOT 3 WOLF HOLE NW NE SEC 23 T39N
 GQ0449'R12W 1964, 94 FEET WEST OF AN UNSTAMPED BLM ALUMINUM TABLET (NOT A
 GQ0449'SURVEY CORNER), 24 FEET EAST OF THE ROAD, 1 FOOT WEST OF A FENCE.
 GQ0449'ROD DEPTH UNKNOWN.
 GQ0449'THE MARK IS 3 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0670 ***********************************************************************
 GP0670  DESIGNATION -  102 DOR
 GP0670  PID         -  GP0670
 GP0670  STATE/COUNTY-  AZ/COCONINO
 GP0670  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0670
 GP0670                         *CURRENT SURVEY CONTROL
 GP0670  ___________________________________________________________________
 GP0670* NAD 83(1986)-  36 30 26.     (N)    110 51 04.     (W)     SCALED    
 GP0670* NAVD 88     -      1839.609  (meters)    6035.45   (feet)  ADJUSTED  
 GP0670  ___________________________________________________________________
 GP0670  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 GP0670  DYNAMIC HT  -        1837.322 (meters)    6027.95  (feet)  COMP
 GP0670  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 GP0670
 GP0670  VERT ORDER  -  SECOND    CLASS 0
 GP0670
 GP0670.The horizontal coordinates were scaled from a topographic map and have
 GP0670.an estimated accuracy of +/- 6 seconds.
 GP0670
 GP0670.The orthometric height was determined by differential leveling
 GP0670.and adjusted in June 1991.
 GP0670
 GP0670.The geoid height was determined by GEOID03.
 GP0670
 GP0670.The dynamic height is computed by dividing the NAVD 88
 GP0670.geopotential number by the normal gravity value computed on the
 GP0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0670.degrees latitude (g = 980.6199 gals.).
 GP0670
 GP0670.The modeled gravity was interpolated from observed gravity values.
 GP0670
 GP0670;                    North         East    Units  Estimated Accuracy
 GP0670;SPC AZ C     -   611,320.      308,810.      MT  (+/- 180 meters Scaled)
 GP0670
 GP0670                          SUPERSEDED SURVEY CONTROL
 GP0670
 GP0670  NGVD 29 (??/??/92) 1838.67   (m)         6032.4    (f) COMPUTED    2 0
 GP0670
 GP0670.Superseded values are not recommended for survey control.
 GP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0670.See file dsdata.txt to determine how the superseded data were derived.
 GP0670
 GP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF133402(NAD 83)
 GP0670_MARKER: DB = BENCH MARK DISK
 GP0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0670_SP_SET: COPPER-CLAD STEEL ROD
 GP0670_STAMPING: 102 DOR 1969 6032
 GP0670_MARK LOGO: USGS  
 GP0670_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0670+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0670
 GP0670  HISTORY     - Date     Condition        Report By
 GP0670  HISTORY     - 1969     MONUMENTED       USGS
 GP0670
 GP0670                          STATION DESCRIPTION
 GP0670
 GP0670'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0670'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0670'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0670'NORTH, THENCE 9.2 MILES NORTH, 0.2 MILES SOUTH OF A Y-ROAD NORTHWEST,
 GP0670'200 FEET EAST OF THE NORTHEAST CORNER OF A FENCE, 130 FEET WEST OF
 GP0670'THE ROAD, 32 FEET SOUTH OF A TELEPHONE POLE AND UNDER THE WIRE, 2
 GP0670'FEET NORTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY
 GP0670'A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0451 ***********************************************************************
 DV0451  DESIGNATION -  102 Z
 DV0451  PID         -  DV0451
 DV0451  STATE/COUNTY-  AZ/MARICOPA
 DV0451  USGS QUAD   -  TOLLESON (1982)
 DV0451
 DV0451                         *CURRENT SURVEY CONTROL
 DV0451  ___________________________________________________________________
 DV0451* NAD 83(1986)-  33 24 23.     (N)    112 16 20.     (W)     SCALED    
 DV0451* NAVD 88     -       301.56   (+/-2cm)     989.4    (feet)  VERTCON   
 DV0451  ___________________________________________________________________
 DV0451  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0451
 DV0451.The horizontal coordinates were scaled from a topographic map and have
 DV0451.an estimated accuracy of +/- 6 seconds.
 DV0451
 DV0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0451.The vertical order pertains to the NGVD 29 superseded value.
 DV0451
 DV0451.The geoid height was determined by GEOID03.
 DV0451
 DV0451;                    North         East    Units  Estimated Accuracy
 DV0451;SPC AZ C     -   266,880.      180,290.      MT  (+/- 180 meters Scaled)
 DV0451
 DV0451                          SUPERSEDED SURVEY CONTROL
 DV0451
 DV0451  NGVD 29 (??/??/92)  300.904  (m)          987.22   (f) ADJ UNCH    2 0
 DV0451
 DV0451.Superseded values are not recommended for survey control.
 DV0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0451.See file dsdata.txt to determine how the superseded data were derived.
 DV0451
 DV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB816970(NAD 83)
 DV0451_MARKER: DD = SURVEY DISK
 DV0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0451_SP_SET: CONCRETE POST
 DV0451_STAMPING: 102 Z 1962
 DV0451_MARK LOGO: AZHD  
 DV0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0451+STABILITY: SURFACE MOTION
 DV0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0451+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1992
 DV0451
 DV0451  HISTORY     - Date     Condition        Report By
 DV0451  HISTORY     - 1962     MONUMENTED       AZHD
 DV0451  HISTORY     - 1962     GOOD             NGS
 DV0451  HISTORY     - 19920315 POOR             NGS
 DV0451  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 DV0451
 DV0451                          STATION DESCRIPTION
 DV0451
 DV0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0451'11.1 MI SW FROM PHOENIX.
 DV0451'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0451'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0451'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0451'AVENUE, THENCE WEST 5 MILES ON BROADWAY AND THE MARK SET FLUSH WITH
 DV0451'THE ELEVATION OF THE GROUND, A STANDARD DISK SET IN A CONCRETE POST BY
 DV0451'THE ARIZONA HY. DPT.  THE MARK IS LOCATED 30 FT. NORTH OF THE CENTER
 DV0451'OF BROADWAY, 33 FT. EAST OF THE CENTER OF 99TH AVENUE, 575 FT. EAST OF
 DV0451'POWER LINE POLE NO. 2E-N, 2 FT. WEST OF A WITNESS POST. NOTE-- THE
 DV0451'MARK MAY BE REACHED FROM POST OFFICE IN CASHION, 1.6 MILES EAST ALONG
 DV0451'U.S. HY. 80, 2 MILES SOUTH ALONG 99TH AVENUE.
 DV0451
 DV0451                          STATION RECOVERY (1992)
 DV0451
 DV0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0451'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0451'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV0451'91ST AVENUE, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG WEST BROADWAY
 DV0451'ROAD, 12.6 M (41.3 FT) NORTH OF THE ROAD CENTER, 10.0 M (32.8 FT)
 DV0451'SOUTHWEST OF UTILITY POLE NUMBER 46 AND BENCH MARK V 519, 9.1 M (29.9
 DV0451'FT) EAST OF THE CENTERLINE OF 99TH AVENUE, 0.3 M (1.0 FT) ABOVE THE
 DV0451'LEVEL OF THE AVENUE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 DV0451'THE GROUND SURFACE.  NOTE--THE MONUMENT IS VERY LOOSE.
 DV0451
 DV0451                          STATION RECOVERY (2006)
 DV0451
 DV0451'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0341 ***********************************************************************
 DV0341  DESIGNATION -  1021+8900
 DV0341  PID         -  DV0341
 DV0341  STATE/COUNTY-  AZ/PINAL
 DV0341  USGS QUAD   -  MARICOPA (1978)
 DV0341
 DV0341                         *CURRENT SURVEY CONTROL
 DV0341  ___________________________________________________________________
 DV0341* NAD 83(1986)-  33 02 46.     (N)    112 01 54.     (W)     SCALED    
 DV0341* NAVD 88     -       361.493  (meters)    1186.00   (feet)  ADJUSTED  
 DV0341  ___________________________________________________________________
 DV0341  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0341  DYNAMIC HT  -         361.055 (meters)    1184.56  (feet)  COMP
 DV0341  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 DV0341  OBS GRAVITY -     979,415.3   (mgal)                       GRAV_OBS
 DV0341
 DV0341  VERT ORDER  -  FIRST     CLASS II
 DV0341
 DV0341.The horizontal coordinates were scaled from a topographic map and have
 DV0341.an estimated accuracy of +/- 6 seconds.
 DV0341
 DV0341.The orthometric height was determined by differential leveling
 DV0341.and adjusted in June 1991.
 DV0341
 DV0341.The geoid height was determined by GEOID03.
 DV0341
 DV0341.The dynamic height is computed by dividing the NAVD 88
 DV0341.geopotential number by the normal gravity value computed on the
 DV0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0341.degrees latitude (g = 980.6199 gals.).
 DV0341
 DV0341.The modeled gravity was interpolated from observed gravity values.
 DV0341.The observed gravity was obtained from relative gravimeter ties
 DV0341.to the IGSN71 gravity network.
 DV0341
 DV0341;                    North         East    Units  Estimated Accuracy
 DV0341;SPC AZ C     -   226,870.      202,620.      MT  (+/- 180 meters Scaled)
 DV0341
 DV0341                          SUPERSEDED SURVEY CONTROL
 DV0341
 DV0341  NGVD 29 (??/??/92)  361.321  (m)         1185.43   (f) ADJ UNCH    1 2
 DV0341
 DV0341.Superseded values are not recommended for survey control.
 DV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0341.See file dsdata.txt to determine how the superseded data were derived.
 DV0341
 DV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB036568(NAD 83)
 DV0341_MARKER: DZ = AZIMUTH MARK DISK
 DV0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0341_SP_SET: BRIDGE
 DV0341_STAMPING: 1186.62 1021+8900 57
 DV0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0341
 DV0341  HISTORY     - Date     Condition        Report By
 DV0341  HISTORY     - UNK      MONUMENTED       AZHD
 DV0341  HISTORY     - 1967     GOOD             NGS
 DV0341  HISTORY     - 1980     GOOD             NGS
 DV0341  HISTORY     - 1980     GOOD             NGS
 DV0341  HISTORY     - 20050329 MARK NOT FOUND   EVANS
 DV0341
 DV0341                          STATION DESCRIPTION
 DV0341
 DV0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0341'1.3 MI SE FROM MARICOPA.
 DV0341'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0341'MARICOPA, THENCE 1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DV0341'RAILROAD, IN S 27, T 4 S, R 3 E, 1 TELEPHONE POLE WEST OF MILEPOST
 DV0341'899, 116 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 15 FEET SOUTH
 DV0341'OF THE CENTER LINE OF A PAVED ROAD WHICH IS MARICOPA ROAD, SET IN THE
 DV0341'TOP OF THE WEST END OF THE SOUTH CONCRETE PARAPET OF A HIGHWAY BRIDGE,
 DV0341'3 1/2 FEET EAST OF THE WEST END OF THE PARAPET, ABOUT 1 FOOT ABOVE THE
 DV0341'LEVEL OF THE ROAD, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 DV0341
 DV0341                          STATION RECOVERY (1980)
 DV0341
 DV0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0341'RECOVERED IN GOOD CONDITION.
 DV0341
 DV0341                          STATION RECOVERY (1980)
 DV0341
 DV0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0341'RECOVERED IN GOOD CONDITION.
 DV0341
 DV0341                          STATION RECOVERY (2005)
 DV0341
 DV0341'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV0341'MARK NOT FOUND, NEW BRDIGE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1328 ***********************************************************************
 DV1328  DESIGNATION -  1021.84
 DV1328  PID         -  DV1328
 DV1328  STATE/COUNTY-  AZ/MARICOPA
 DV1328  USGS QUAD   -  PERRYVILLE (1982)
 DV1328
 DV1328                         *CURRENT SURVEY CONTROL
 DV1328  ___________________________________________________________________
 DV1328* NAD 83(1986)-  33 27 42.     (N)    112 22 33.     (W)     SCALED    
 DV1328* NAVD 88     -       312.056  (meters)    1023.80   (feet)  ADJUSTED  
 DV1328  ___________________________________________________________________
 DV1328  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1328  DYNAMIC HT  -         311.693 (meters)    1022.61  (feet)  COMP
 DV1328  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1328
 DV1328  VERT ORDER  -  FIRST     CLASS II
 DV1328
 DV1328.The horizontal coordinates were scaled from a topographic map and have
 DV1328.an estimated accuracy of +/- 6 seconds.
 DV1328
 DV1328.The orthometric height was determined by differential leveling
 DV1328.and adjusted in November 1993.
 DV1328
 DV1328.The geoid height was determined by GEOID03.
 DV1328
 DV1328.The dynamic height is computed by dividing the NAVD 88
 DV1328.geopotential number by the normal gravity value computed on the
 DV1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1328.degrees latitude (g = 980.6199 gals.).
 DV1328
 DV1328.The modeled gravity was interpolated from observed gravity values.
 DV1328
 DV1328;                    North         East    Units  Estimated Accuracy
 DV1328;SPC AZ C     -   273,040.      170,680.      MT  (+/- 180 meters Scaled)
 DV1328
 DV1328                          SUPERSEDED SURVEY CONTROL
 DV1328
 DV1328.No superseded survey control is available for this station.
 DV1328
 DV1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC721033(NAD 83)
 DV1328_MARKER: DB = BENCH MARK DISK
 DV1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1328_SP_SET: CONCRETE BRIDGE
 DV1328_STAMPING: 1021.84
 DV1328_MARK LOGO: AZDT  
 DV1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1328
 DV1328  HISTORY     - Date     Condition        Report By
 DV1328  HISTORY     - UNK      MONUMENTED       AZDT
 DV1328  HISTORY     - 1981     GOOD             AZDT
 DV1328
 DV1328                          STATION DESCRIPTION
 DV1328
 DV1328'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1328'1.7 MI NW FROM GOODYEAR.
 DV1328'2.0 MI (3.2 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1328'INTERSECTION OF DYSART ROAD TO THE BULLARD ROAD OVERPASS AND THE MARK
 DV1328'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1328'EASTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1327 ***********************************************************************
 DV1327  DESIGNATION -  1022.40
 DV1327  PID         -  DV1327
 DV1327  STATE/COUNTY-  AZ/MARICOPA
 DV1327  USGS QUAD   -  PERRYVILLE (1982)
 DV1327
 DV1327                         *CURRENT SURVEY CONTROL
 DV1327  ___________________________________________________________________
 DV1327* NAD 83(1986)-  33 27 42.     (N)    112 22 33.     (W)     SCALED    
 DV1327* NAVD 88     -       312.228  (meters)    1024.37   (feet)  ADJUSTED  
 DV1327  ___________________________________________________________________
 DV1327  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1327  DYNAMIC HT  -         311.866 (meters)    1023.18  (feet)  COMP
 DV1327  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1327
 DV1327  VERT ORDER  -  FIRST     CLASS II
 DV1327
 DV1327.The horizontal coordinates were scaled from a topographic map and have
 DV1327.an estimated accuracy of +/- 6 seconds.
 DV1327
 DV1327.The orthometric height was determined by differential leveling
 DV1327.and adjusted in November 1993.
 DV1327
 DV1327.The geoid height was determined by GEOID03.
 DV1327
 DV1327.The dynamic height is computed by dividing the NAVD 88
 DV1327.geopotential number by the normal gravity value computed on the
 DV1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1327.degrees latitude (g = 980.6199 gals.).
 DV1327
 DV1327.The modeled gravity was interpolated from observed gravity values.
 DV1327
 DV1327;                    North         East    Units  Estimated Accuracy
 DV1327;SPC AZ C     -   273,040.      170,680.      MT  (+/- 180 meters Scaled)
 DV1327
 DV1327                          SUPERSEDED SURVEY CONTROL
 DV1327
 DV1327.No superseded survey control is available for this station.
 DV1327
 DV1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC721033(NAD 83)
 DV1327_MARKER: DB = BENCH MARK DISK
 DV1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1327_SP_SET: CONCRETE BRIDGE
 DV1327_STAMPING: 1022.40
 DV1327_MARK LOGO: AZDT  
 DV1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1327
 DV1327  HISTORY     - Date     Condition        Report By
 DV1327  HISTORY     - UNK      MONUMENTED       AZDT
 DV1327  HISTORY     - 1981     GOOD             AZDT
 DV1327
 DV1327                          STATION DESCRIPTION
 DV1327
 DV1327'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1327'1.7 MI NW FROM GOODYEAR.
 DV1327'2.0 MI (3.2 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1327'INTERSECTION OF DYSART ROAD TO THE BULLARD ROAD OVERPASS AND THE MARK
 DV1327'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1327'WESTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2333 ***********************************************************************
 DV2333  DESIGNATION -  1024.37
 DV2333  PID         -  DV2333
 DV2333  STATE/COUNTY-  AZ/MARICOPA
 DV2333  USGS QUAD   -  FOWLER (1982)
 DV2333
 DV2333                         *CURRENT SURVEY CONTROL
 DV2333  ___________________________________________________________________
 DV2333* NAD 83(1986)-  33 24 15.     (N)    112 10 08.     (W)     SCALED    
 DV2333* NAVD 88     -       312.780  (meters)    1026.18   (feet)  ADJUSTED  
 DV2333  ___________________________________________________________________
 DV2333  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV2333  DYNAMIC HT  -         312.421 (meters)    1025.00  (feet)  COMP
 DV2333  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DV2333
 DV2333  VERT ORDER  -  FIRST     CLASS II
 DV2333
 DV2333.The horizontal coordinates were scaled from a topographic map and have
 DV2333.an estimated accuracy of +/- 6 seconds.
 DV2333
 DV2333.The orthometric height was determined by differential leveling
 DV2333.and adjusted in August 1994.
 DV2333
 DV2333.The geoid height was determined by GEOID03.
 DV2333
 DV2333.The dynamic height is computed by dividing the NAVD 88
 DV2333.geopotential number by the normal gravity value computed on the
 DV2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2333.degrees latitude (g = 980.6199 gals.).
 DV2333
 DV2333.The modeled gravity was interpolated from observed gravity values.
 DV2333
 DV2333;                    North         East    Units  Estimated Accuracy
 DV2333;SPC AZ C     -   266,600.      189,900.      MT  (+/- 180 meters Scaled)
 DV2333
 DV2333                          SUPERSEDED SURVEY CONTROL
 DV2333
 DV2333.No superseded survey control is available for this station.
 DV2333
 DV2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913967(NAD 83)
 DV2333_MARKER: DD = SURVEY DISK
 DV2333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2333_SP_SET: ABUTMENT
 DV2333_STAMPING: 1024.37
 DV2333_MARK LOGO: AZ-013
 DV2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2333+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DV2333
 DV2333  HISTORY     - Date     Condition        Report By
 DV2333  HISTORY     - UNK      MONUMENTED       AZ-013
 DV2333  HISTORY     - 19940425 GOOD             NGS
 DV2333  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV2333
 DV2333                          STATION DESCRIPTION
 DV2333
 DV2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2333'4.7 KM (2.90 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2333'LAVEEN, IN TOP OF AND 4.9 M (16.1 FT) NORTH OF THE SOUTH END OF THE
 DV2333'SOUTHEAST CONCRETE ABUTMENT GUARDRAIL OF THE AVENUE BRIDGE SPANNING
 DV2333'THE SALT RIVER, 7.5 M (24.6 FT) EAST OF THE AVENUE CENTERLINE, AND
 DV2333'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 DV2333
 DV2333                          STATION RECOVERY (2006)
 DV2333
 DV2333'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2333'A NEW BRIDGE WAS BUILT IN 2000. THE STATION WAS ON THE OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2332 ***********************************************************************
 DV2332  DESIGNATION -  1024.74
 DV2332  PID         -  DV2332
 DV2332  STATE/COUNTY-  AZ/MARICOPA
 DV2332  USGS QUAD   -  FOWLER (1982)
 DV2332
 DV2332                         *CURRENT SURVEY CONTROL
 DV2332  ___________________________________________________________________
 DV2332* NAD 83(1986)-  33 24 30.     (N)    112 10 10.     (W)     SCALED    
 DV2332* NAVD 88     -       312.874  (meters)    1026.49   (feet)  ADJUSTED  
 DV2332  ___________________________________________________________________
 DV2332  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV2332  DYNAMIC HT  -         312.514 (meters)    1025.31  (feet)  COMP
 DV2332  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV2332
 DV2332  VERT ORDER  -  FIRST     CLASS II
 DV2332
 DV2332.The horizontal coordinates were scaled from a topographic map and have
 DV2332.an estimated accuracy of +/- 6 seconds.
 DV2332
 DV2332.The orthometric height was determined by differential leveling
 DV2332.and adjusted in August 1994.
 DV2332
 DV2332.The geoid height was determined by GEOID03.
 DV2332
 DV2332.The dynamic height is computed by dividing the NAVD 88
 DV2332.geopotential number by the normal gravity value computed on the
 DV2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2332.degrees latitude (g = 980.6199 gals.).
 DV2332
 DV2332.The modeled gravity was interpolated from observed gravity values.
 DV2332
 DV2332;                    North         East    Units  Estimated Accuracy
 DV2332;SPC AZ C     -   267,060.      189,850.      MT  (+/- 180 meters Scaled)
 DV2332
 DV2332                          SUPERSEDED SURVEY CONTROL
 DV2332
 DV2332.No superseded survey control is available for this station.
 DV2332
 DV2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912971(NAD 83)
 DV2332_MARKER: DD = SURVEY DISK
 DV2332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2332_SP_SET: ABUTMENT
 DV2332_STAMPING: 1024.74
 DV2332_MARK LOGO: AZ-013
 DV2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2332+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DV2332
 DV2332  HISTORY     - Date     Condition        Report By
 DV2332  HISTORY     - UNK      MONUMENTED       AZ-013
 DV2332  HISTORY     - 19940425 GOOD             NGS
 DV2332  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV2332
 DV2332                          STATION DESCRIPTION
 DV2332
 DV2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2332'5.2 KM (3.25 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2332'LAVEEN, IN TOP OF AND 5.3 M (17.4 FT) SOUTH OF THE NORTH END OF THE
 DV2332'NORTHWEST CONCRETE ABUTMENT GUARDRAIL OF THE AVENUE BRIDGE SPANNING
 DV2332'THE SALT RIVER, 7.8 M (25.6 FT) WEST OF THE AVENUE CENTERLINE, AND
 DV2332'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE AVENUE.
 DV2332
 DV2332                          STATION RECOVERY (2006)
 DV2332
 DV2332'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2332'A NEW BRIDGE WAS BUILT IN 2000. THE STATION WAS ON THE OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1337 ***********************************************************************
 DV1337  DESIGNATION -  1026.19
 DV1337  PID         -  DV1337
 DV1337  STATE/COUNTY-  AZ/MARICOPA
 DV1337  USGS QUAD   -  PERRYVILLE (1982)
 DV1337
 DV1337                         *CURRENT SURVEY CONTROL
 DV1337  ___________________________________________________________________
 DV1337* NAD 83(1986)-  33 27 40.     (N)    112 24 35.     (W)     SCALED    
 DV1337* NAVD 88     -       313.357  (meters)    1028.07   (feet)  ADJUSTED  
 DV1337  ___________________________________________________________________
 DV1337  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1337  DYNAMIC HT  -         312.995 (meters)    1026.88  (feet)  COMP
 DV1337  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1337
 DV1337  VERT ORDER  -  FIRST     CLASS II
 DV1337
 DV1337.The horizontal coordinates were scaled from a topographic map and have
 DV1337.an estimated accuracy of +/- 6 seconds.
 DV1337
 DV1337.The orthometric height was determined by differential leveling
 DV1337.and adjusted in November 1993.
 DV1337
 DV1337.The geoid height was determined by GEOID03.
 DV1337
 DV1337.The dynamic height is computed by dividing the NAVD 88
 DV1337.geopotential number by the normal gravity value computed on the
 DV1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1337.degrees latitude (g = 980.6199 gals.).
 DV1337
 DV1337.The modeled gravity was interpolated from observed gravity values.
 DV1337
 DV1337;                    North         East    Units  Estimated Accuracy
 DV1337;SPC AZ C     -   273,000.      167,530.      MT  (+/- 180 meters Scaled)
 DV1337
 DV1337                          SUPERSEDED SURVEY CONTROL
 DV1337
 DV1337.No superseded survey control is available for this station.
 DV1337
 DV1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC689032(NAD 83)
 DV1337_MARKER: DB = BENCH MARK DISK
 DV1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1337_SP_SET: CONCRETE BRIDGE
 DV1337_STAMPING: 1026.19
 DV1337_MARK LOGO: AZDT  
 DV1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1337+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DV1337
 DV1337  HISTORY     - Date     Condition        Report By
 DV1337  HISTORY     - UNK      MONUMENTED       AZDT
 DV1337  HISTORY     - 1981     GOOD             AZDT
 DV1337  HISTORY     - 20070919 GOOD             GEOCAC
 DV1337
 DV1337                          STATION DESCRIPTION
 DV1337
 DV1337'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1337'4.5 MI NW FROM GOODYEAR.
 DV1337'4.0 MI (6.4 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1337'INTERSECTION OF DYSART ROAD TO THE SARIVAL ROAD OVERPASS AND THE MARK.
 DV1337'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1337'WESTBOUND, 3.1 FT (0.94 METERS) ABOVE THE TOP OF DECK.
 DV1337
 DV1337                          STATION RECOVERY (2007)
 DV1337
 DV1337'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1695 ***********************************************************************
 DV1695  DESIGNATION -  1026.86
 DV1695  PID         -  DV1695
 DV1695  STATE/COUNTY-  AZ/MARICOPA
 DV1695  USGS QUAD   -  TOLLESON (1982)
 DV1695
 DV1695                         *CURRENT SURVEY CONTROL
 DV1695  ___________________________________________________________________
 DV1695* NAD 83(1986)-  33 28 18.     (N)    112 16 22.     (W)     SCALED    
 DV1695* NAVD 88     -       313.603  (meters)    1028.88   (feet)  ADJUSTED  
 DV1695  ___________________________________________________________________
 DV1695  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1695  DYNAMIC HT  -         313.235 (meters)    1027.67  (feet)  COMP
 DV1695  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 DV1695
 DV1695  VERT ORDER  -  SECOND    CLASS I
 DV1695
 DV1695.The horizontal coordinates were scaled from a topographic map and have
 DV1695.an estimated accuracy of +/- 6 seconds.
 DV1695
 DV1695.The orthometric height was determined by differential leveling
 DV1695.and adjusted in November 1993.
 DV1695
 DV1695.The geoid height was determined by GEOID03.
 DV1695
 DV1695.The dynamic height is computed by dividing the NAVD 88
 DV1695.geopotential number by the normal gravity value computed on the
 DV1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1695.degrees latitude (g = 980.6199 gals.).
 DV1695
 DV1695.The modeled gravity was interpolated from observed gravity values.
 DV1695
 DV1695;                    North         East    Units  Estimated Accuracy
 DV1695;SPC AZ C     -   274,120.      180,260.      MT  (+/- 180 meters Scaled)
 DV1695
 DV1695                          SUPERSEDED SURVEY CONTROL
 DV1695
 DV1695.No superseded survey control is available for this station.
 DV1695
 DV1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817043(NAD 83)
 DV1695_MARKER: DB = BENCH MARK DISK
 DV1695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1695_SP_SET: CONCRETE BRIDGE
 DV1695_STAMPING: 1026.86 1981
 DV1695_MARK LOGO: AZ-013
 DV1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1695+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1695
 DV1695  HISTORY     - Date     Condition        Report By
 DV1695  HISTORY     - 1981     MONUMENTED       AZ-013
 DV1695  HISTORY     - 1982     GOOD             AZDT
 DV1695  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1695  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV1695
 DV1695                          STATION DESCRIPTION
 DV1695
 DV1695'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1695'IN TOLLESON.
 DV1695'IN TOLLESON, FROM THE INTERSECTION OF INTERSTATE 10 TRAVEL NORTH ON
 DV1695'99TH AVENUE FOR 0.45 MI (0.72 KM) TO CANAL BRIDGE AND THE STATION ON
 DV1695'THE SOUTH END OF THE EAST HANDRAIL, 27.0 FT (8.23 METERS) EAST OF
 DV1695'CENTERLINE OF 99TH AVENUE, 1.1 FT (0.33 METERS) NORTH OF SOUTH END OF
 DV1695'EAST HANDRAIL, A STANDARD MARICOPA COUNTY BRASS CAP SET IN CONCRETE
 DV1695'3.5 FT (1.07 METERS) ABOVE GROUND.
 DV1695
 DV1695                          STATION RECOVERY (2006)
 DV1695
 DV1695'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1695'MARK NOT FOUND.
 DV1695
 DV1695                          STATION RECOVERY (2007)
 DV1695
 DV1695'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1695'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1695'MARK. THE BRIDGE HAS APPARENTLY BEEN WIDENED TO THE EAST. THE EAST
 DV1695'GUARDRAIL IS ABOUT 38 FEET EAST OF THE CENTERLINE. AN UNSTAMPED
 DV1695'ALUMINUM DISK OCCUPIES A LOCATION SIMILAR TO WHAT IS DESCRIBED.
 DV1695'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1333 ***********************************************************************
 DV1333  DESIGNATION -  1027.03
 DV1333  PID         -  DV1333
 DV1333  STATE/COUNTY-  AZ/MARICOPA
 DV1333  USGS QUAD   -  PERRYVILLE (1982)
 DV1333
 DV1333                         *CURRENT SURVEY CONTROL
 DV1333  ___________________________________________________________________
 DV1333* NAD 83(1986)-  33 27 40.     (N)    112 23 33.     (W)     SCALED    
 DV1333* NAVD 88     -       313.607  (meters)    1028.89   (feet)  ADJUSTED  
 DV1333  ___________________________________________________________________
 DV1333  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1333  DYNAMIC HT  -         313.244 (meters)    1027.70  (feet)  COMP
 DV1333  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1333
 DV1333  VERT ORDER  -  FIRST     CLASS II
 DV1333
 DV1333.The horizontal coordinates were scaled from a topographic map and have
 DV1333.an estimated accuracy of +/- 6 seconds.
 DV1333
 DV1333.The orthometric height was determined by differential leveling
 DV1333.and adjusted in November 1993.
 DV1333
 DV1333.The geoid height was determined by GEOID03.
 DV1333
 DV1333.The dynamic height is computed by dividing the NAVD 88
 DV1333.geopotential number by the normal gravity value computed on the
 DV1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1333.degrees latitude (g = 980.6199 gals.).
 DV1333
 DV1333.The modeled gravity was interpolated from observed gravity values.
 DV1333
 DV1333;                    North         East    Units  Estimated Accuracy
 DV1333;SPC AZ C     -   272,990.      169,130.      MT  (+/- 180 meters Scaled)
 DV1333
 DV1333                          SUPERSEDED SURVEY CONTROL
 DV1333
 DV1333.No superseded survey control is available for this station.
 DV1333
 DV1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC705032(NAD 83)
 DV1333_MARKER: DB = BENCH MARK DISK
 DV1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1333_SP_SET: CONCRETE BRIDGE
 DV1333_STAMPING: 1027.03
 DV1333_MARK LOGO: AZDT  
 DV1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1333
 DV1333  HISTORY     - Date     Condition        Report By
 DV1333  HISTORY     - UNK      MONUMENTED       AZDT
 DV1333  HISTORY     - 1981     GOOD             AZDT
 DV1333
 DV1333                          STATION DESCRIPTION
 DV1333
 DV1333'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1333'2.5 MI NW FROM GOODYEAR.
 DV1333'3.0 MI (4.8 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1333'INTERSECTION OF DYSART ROAD TO THE REEMS ROAD OVERPASS AND THE MARK.
 DV1333'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1333'WESTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1334 ***********************************************************************
 DV1334  DESIGNATION -  1027.84
 DV1334  PID         -  DV1334
 DV1334  STATE/COUNTY-  AZ/MARICOPA
 DV1334  USGS QUAD   -  PERRYVILLE (1982)
 DV1334
 DV1334                         *CURRENT SURVEY CONTROL
 DV1334  ___________________________________________________________________
 DV1334* NAD 83(1986)-  33 27 40.     (N)    112 23 33.     (W)     SCALED    
 DV1334* NAVD 88     -       313.852  (meters)    1029.70   (feet)  ADJUSTED  
 DV1334  ___________________________________________________________________
 DV1334  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1334  DYNAMIC HT  -         313.489 (meters)    1028.51  (feet)  COMP
 DV1334  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1334
 DV1334  VERT ORDER  -  FIRST     CLASS II
 DV1334
 DV1334.The horizontal coordinates were scaled from a topographic map and have
 DV1334.an estimated accuracy of +/- 6 seconds.
 DV1334
 DV1334.The orthometric height was determined by differential leveling
 DV1334.and adjusted in November 1993.
 DV1334
 DV1334.The geoid height was determined by GEOID03.
 DV1334
 DV1334.The dynamic height is computed by dividing the NAVD 88
 DV1334.geopotential number by the normal gravity value computed on the
 DV1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1334.degrees latitude (g = 980.6199 gals.).
 DV1334
 DV1334.The modeled gravity was interpolated from observed gravity values.
 DV1334
 DV1334;                    North         East    Units  Estimated Accuracy
 DV1334;SPC AZ C     -   272,990.      169,130.      MT  (+/- 180 meters Scaled)
 DV1334
 DV1334                          SUPERSEDED SURVEY CONTROL
 DV1334
 DV1334.No superseded survey control is available for this station.
 DV1334
 DV1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC705032(NAD 83)
 DV1334_MARKER: DB = BENCH MARK DISK
 DV1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1334_SP_SET: CONCRETE BRIDGE
 DV1334_STAMPING: 1027.84
 DV1334_MARK LOGO: AZDT  
 DV1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1334
 DV1334  HISTORY     - Date     Condition        Report By
 DV1334  HISTORY     - UNK      MONUMENTED       AZDT
 DV1334  HISTORY     - 1981     GOOD             AZDT
 DV1334
 DV1334                          STATION DESCRIPTION
 DV1334
 DV1334'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1334'2.5 MI NW FROM GOODYEAR.
 DV1334'3.0 MI (4.8 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1334'INTERSECTION OF DYSART ROAD TO THE REEMS ROAD OVERPASS AND THE MARK.
 DV1334'A STANDARD AZDT ALUMINUM CAP IN TOP OF THE NORTHEAST DADO OF THE
 DV1334'EASTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0465 ***********************************************************************
 DV0465  DESIGNATION -  1028.9
 DV0465  PID         -  DV0465
 DV0465  STATE/COUNTY-  AZ/MARICOPA
 DV0465  USGS QUAD   -  FOWLER (1982)
 DV0465
 DV0465                         *CURRENT SURVEY CONTROL
 DV0465  ___________________________________________________________________
 DV0465* NAD 83(1986)-  33 25 20.     (N)    112 11 11.     (W)     SCALED    
 DV0465* NAVD 88     -       313.949  (meters)    1030.01   (feet)  ADJUSTED  
 DV0465  ___________________________________________________________________
 DV0465  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0465  DYNAMIC HT  -         313.585 (meters)    1028.82  (feet)  COMP
 DV0465  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DV0465
 DV0465  VERT ORDER  -  FIRST     CLASS II
 DV0465
 DV0465.The horizontal coordinates were scaled from a topographic map and have
 DV0465.an estimated accuracy of +/- 6 seconds.
 DV0465
 DV0465.The orthometric height was determined by differential leveling
 DV0465.and adjusted in November 1993.
 DV0465
 DV0465.The geoid height was determined by GEOID03.
 DV0465
 DV0465.The dynamic height is computed by dividing the NAVD 88
 DV0465.geopotential number by the normal gravity value computed on the
 DV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0465.degrees latitude (g = 980.6199 gals.).
 DV0465
 DV0465.The modeled gravity was interpolated from observed gravity values.
 DV0465
 DV0465;                    North         East    Units  Estimated Accuracy
 DV0465;SPC AZ C     -   268,610.      188,280.      MT  (+/- 180 meters Scaled)
 DV0465
 DV0465                          SUPERSEDED SURVEY CONTROL
 DV0465
 DV0465  NGVD 29 (??/??/92)  313.313  (m)         1027.93   (f) ADJ UNCH    1 2
 DV0465
 DV0465.Superseded values are not recommended for survey control.
 DV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0465.See file dsdata.txt to determine how the superseded data were derived.
 DV0465
 DV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB897987(NAD 83)
 DV0465_MARKER: DD = SURVEY DISK
 DV0465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0465_SP_SET: WINGWALL
 DV0465_STAMPING: 1028.9
 DV0465_MARK LOGO: USGS  
 DV0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0465+STABILITY: SURFACE MOTION
 DV0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0465+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DV0465
 DV0465  HISTORY     - Date     Condition        Report By
 DV0465  HISTORY     - UNK      MONUMENTED       USGS
 DV0465  HISTORY     - 1962     GOOD             NGS
 DV0465  HISTORY     - 19920311 GOOD             NGS
 DV0465  HISTORY     - 19940425 GOOD             NGS
 DV0465  HISTORY     - 20060819 GOOD             GEOCAC
 DV0465
 DV0465                          STATION DESCRIPTION
 DV0465
 DV0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0465'5.1 MI SW FROM PHOENIX.
 DV0465'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0465'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0465'AVENUE, THENCE 4.0 MILES WEST ALONG LOWER BUCKEYE ROAD, TO THE MARK
 DV0465'SET IN THE SOUTHWEST END OF THE HEADWALL OF A DRAINAGE CANAL, 44 FT.
 DV0465'SOUTH OF THE STREET POST, 19 FT. SOUTH OF THE CENTER OF LOWER BUCKEYE,
 DV0465'23 FT. WEST OF THE CENTER OF 59TH AVENUE, PROJECTING ABOUT 0.5 FT.
 DV0465'ABOVE THE LEVEL OF THE STREET.
 DV0465
 DV0465                          STATION RECOVERY (1992)
 DV0465
 DV0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0465'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0465'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV0465'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST LOWER
 DV0465'BUCKEYE ROAD, NEAR THE EAST END OF THE NORTH CONCRETE WINGWALL OF A
 DV0465'4-WAY HEAD GATE, 6.9 M (22.6 FT) WEST OF AND LEVEL WITH THE
 DV0465'CENTERLINE OF SOUTH 59TH AVENUE, AND 5.8 M (19.0 FT) SOUTH OF THE
 DV0465'ROAD CENTERLINE.
 DV0465
 DV0465                          STATION RECOVERY (1994)
 DV0465
 DV0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0465'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0465'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV0465'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST LOWER
 DV0465'BUCKEYE ROAD, NEAR THE NORTHEAST CORNER OF THE CONCRETE WINGWALL OF A
 DV0465'4-WAY HEADGATE, 7.2 M (23.6 FT) WEST OF AND LEVEL WITH THE CENTERLINE
 DV0465'OF SOUTH 59TH AVENUE, AND 5.9 M (19.4 FT) SOUTH OF THE ROAD
 DV0465'CENTERLINE.
 DV0465
 DV0465                          STATION RECOVERY (2006)
 DV0465
 DV0465'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0595 ***********************************************************************
 ER0595  DESIGNATION -  103 BKC
 ER0595  PID         -  ER0595
 ER0595  STATE/COUNTY-  AZ/APACHE
 ER0595  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0595
 ER0595                         *CURRENT SURVEY CONTROL
 ER0595  ___________________________________________________________________
 ER0595* NAD 83(1986)-  34 28 12.     (N)    109 18 18.     (W)     SCALED    
 ER0595* NAVD 88     -      1819.399  (meters)    5969.14   (feet)  ADJUSTED  
 ER0595  ___________________________________________________________________
 ER0595  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 ER0595  DYNAMIC HT  -        1816.750 (meters)    5960.45  (feet)  COMP
 ER0595  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 ER0595
 ER0595  VERT ORDER  -  SECOND    CLASS 0
 ER0595
 ER0595.The horizontal coordinates were scaled from a topographic map and have
 ER0595.an estimated accuracy of +/- 6 seconds.
 ER0595
 ER0595.The orthometric height was determined by differential leveling
 ER0595.and adjusted in June 1991.
 ER0595
 ER0595.The geoid height was determined by GEOID03.
 ER0595
 ER0595.The dynamic height is computed by dividing the NAVD 88
 ER0595.geopotential number by the normal gravity value computed on the
 ER0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0595.degrees latitude (g = 980.6199 gals.).
 ER0595
 ER0595.The modeled gravity was interpolated from observed gravity values.
 ER0595
 ER0595;                    North         East    Units  Estimated Accuracy
 ER0595;SPC AZ E     -   385,120.      292,520.      MT  (+/- 180 meters Scaled)
 ER0595
 ER0595                          SUPERSEDED SURVEY CONTROL
 ER0595
 ER0595  NGVD 29 (??/??/92) 1818.52   (m)         5966.3    (f) COMPUTED    2 0
 ER0595
 ER0595.Superseded values are not recommended for survey control.
 ER0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0595.See file dsdata.txt to determine how the superseded data were derived.
 ER0595
 ER0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD556155(NAD 83)
 ER0595_MARKER: DB = BENCH MARK DISK
 ER0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0595_SP_SET: COPPER-CLAD STEEL ROD
 ER0595_STAMPING: 103 BKC 1968 5966
 ER0595_MARK LOGO: USGS  
 ER0595_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0595+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0595
 ER0595  HISTORY     - Date     Condition        Report By
 ER0595  HISTORY     - 1968     MONUMENTED       USGS
 ER0595
 ER0595                          STATION DESCRIPTION
 ER0595
 ER0595'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0595'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0595'ALONG U S HIGHWAY 666, THENCE 3.8 MILES EAST ALONG A GRAVEL ROAD, 35
 ER0595'FEET NORTH OF THE ROAD, 10 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH
 ER0595'OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0595'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0566 ***********************************************************************
 ER0566  DESIGNATION -  103 DOR
 ER0566  PID         -  ER0566
 ER0566  STATE/COUNTY-  AZ/APACHE
 ER0566  USGS QUAD   -  LONG H RANCH (1984)
 ER0566
 ER0566                         *CURRENT SURVEY CONTROL
 ER0566  ___________________________________________________________________
 ER0566* NAD 83(1986)-  34 48 22.     (N)    109 28 36.     (W)     SCALED    
 ER0566* NAVD 88     -      1878.361  (meters)    6162.59   (feet)  ADJUSTED  
 ER0566  ___________________________________________________________________
 ER0566  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0566  DYNAMIC HT  -        1875.676 (meters)    6153.78  (feet)  COMP
 ER0566  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 ER0566
 ER0566  VERT ORDER  -  SECOND    CLASS II
 ER0566
 ER0566.The horizontal coordinates were scaled from a topographic map and have
 ER0566.an estimated accuracy of +/- 6 seconds.
 ER0566
 ER0566.The orthometric height was determined by differential leveling
 ER0566.and adjusted in June 1991.
 ER0566
 ER0566.The geoid height was determined by GEOID03.
 ER0566
 ER0566.The dynamic height is computed by dividing the NAVD 88
 ER0566.geopotential number by the normal gravity value computed on the
 ER0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0566.degrees latitude (g = 980.6199 gals.).
 ER0566
 ER0566.The modeled gravity was interpolated from observed gravity values.
 ER0566
 ER0566;                    North         East    Units  Estimated Accuracy
 ER0566;SPC AZ E     -   422,280.      276,490.      MT  (+/- 180 meters Scaled)
 ER0566
 ER0566                          SUPERSEDED SURVEY CONTROL
 ER0566
 ER0566.No superseded survey control is available for this station.
 ER0566
 ER0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD393525(NAD 83)
 ER0566_MARKER: DB = BENCH MARK DISK
 ER0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0566_SP_SET: CONCRETE POST
 ER0566_STAMPING: 103 DOR 1972 6159
 ER0566_MARK LOGO: USGS  
 ER0566_PROJECTION: PROJECTING 3 CENTIMETERS
 ER0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0566+STABILITY: SURFACE MOTION
 ER0566
 ER0566  HISTORY     - Date     Condition        Report By
 ER0566  HISTORY     - 1972     MONUMENTED       USGS
 ER0566
 ER0566                          STATION DESCRIPTION
 ER0566
 ER0566'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0566'36.7 KM (22.80 MI) SSE FROM NAVAJO.
 ER0566'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0566'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0566'THENCE 9.9 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD, 0.3 MILES
 ER0566'NORTH OF A GATE AT A FENCE CROSSING THE ROAD, 0.1 MILES SOUTH OF A
 ER0566'SMALL DIKE OR A ROAD FILL, 264 FEET SOUTH OF A T-FENCE WEST, 264 FEET
 ER0566'NORTH OF A DIKE OR FILL WITH A 12-INCH CORRUGATED METAL PIPE CULVERT,
 ER0566'25 FEET EAST OF THE ROAD, AND 1.5 FEET WEST OF A FENCE.
 ER0566'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0450 ***********************************************************************
 GQ0450  DESIGNATION -  103 DOR
 GQ0450  PID         -  GQ0450
 GQ0450  STATE/COUNTY-  AZ/MOHAVE
 GQ0450  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0450
 GQ0450                         *CURRENT SURVEY CONTROL
 GQ0450  ___________________________________________________________________
 GQ0450* NAD 83(1986)-  36 45 34.     (N)    113 32 57.     (W)     SCALED    
 GQ0450* NAVD 88     -      1525.729  (meters)    5005.66   (feet)  POSTED    
 GQ0450  ___________________________________________________________________
 GQ0450  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 GQ0450  DYNAMIC HT  -        1523.990 (meters)    4999.96  (feet)  COMP
 GQ0450  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 GQ0450
 GQ0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0450
 GQ0450.The horizontal coordinates were scaled from a topographic map and have
 GQ0450.an estimated accuracy of +/- 6 seconds.
 GQ0450
 GQ0450.The orthometric height was determined by differential leveling
 GQ0450.and adjusted by the  in 1992.
 GQ0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0450.rate of 0.0 thru 1.0 mm/km.
 GQ0450
 GQ0450.The geoid height was determined by GEOID03.
 GQ0450
 GQ0450.The dynamic height is computed by dividing the NAVD 88
 GQ0450.geopotential number by the normal gravity value computed on the
 GQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0450.degrees latitude (g = 980.6199 gals.).
 GQ0450
 GQ0450.The modeled gravity was interpolated from observed gravity values.
 GQ0450
 GQ0450;                    North         East    Units  Estimated Accuracy
 GQ0450;SPC AZ W     -   638,820.      231,290.      MT  (+/- 180 meters Scaled)
 GQ0450
 GQ0450                          SUPERSEDED SURVEY CONTROL
 GQ0450
 GQ0450.No superseded survey control is available for this station.
 GQ0450
 GQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724712(NAD 83)
 GQ0450_MARKER: DB = BENCH MARK DISK
 GQ0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0450_SP_SET: COPPER-CLAD STEEL ROD
 GQ0450_STAMPING: 103 DOR 1970 5003
 GQ0450_MARK LOGO: USGS  
 GQ0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0450
 GQ0450  HISTORY     - Date     Condition        Report By
 GQ0450  HISTORY     - 1970     MONUMENTED       USGS
 GQ0450
 GQ0450                          STATION DESCRIPTION
 GQ0450
 GQ0450'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0450'42.6 KM (26.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0450'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0450'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0450'ROAD TO THE ARIZONA STATE LINE, CONTINUE 19.8 MILES SOUTH ALONG MT.
 GQ0450'TRUMBULL ROAD TO A CATTLEGUARD, 150 FEET EAST-NORTHEAST OF A 13 BY 18
 GQ0450'FOOT BUILDING WITH A SIGN NOT MUCH RANCH-O YET-O, 125 FEET
 GQ0450'EAST-NORTHEAST OF AN 18 BY 2.5 FOOT CONCRETE WELL TOP, 25 FEET EAST
 GQ0450'OF THE ROAD, 0.5 FEET WEST OF A FENCE.  ROD DEPTH UNKNOWN.
 GQ0450'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0450'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0847 ***********************************************************************
 FQ0847  DESIGNATION -  103 DOR
 FQ0847  PID         -  FQ0847
 FQ0847  STATE/COUNTY-  AZ/COCONINO
 FQ0847  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0847
 FQ0847                         *CURRENT SURVEY CONTROL
 FQ0847  ___________________________________________________________________
 FQ0847* NAD 83(1986)-  35 29 17.     (N)    110 54 58.     (W)     SCALED    
 FQ0847* NAVD 88     -      1496.392  (meters)    4909.41   (feet)  POSTED    
 FQ0847  ___________________________________________________________________
 FQ0847  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0847  DYNAMIC HT  -        1494.470 (meters)    4903.11  (feet)  COMP
 FQ0847  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 FQ0847
 FQ0847  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0847
 FQ0847.The horizontal coordinates were scaled from a topographic map and have
 FQ0847.an estimated accuracy of +/- 6 seconds.
 FQ0847
 FQ0847.The orthometric height was determined by differential leveling
 FQ0847.and adjusted by the  in 1992.
 FQ0847.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0847.rate of 0.0 thru 1.0 mm/km.
 FQ0847
 FQ0847.The geoid height was determined by GEOID03.
 FQ0847
 FQ0847.The dynamic height is computed by dividing the NAVD 88
 FQ0847.geopotential number by the normal gravity value computed on the
 FQ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0847.degrees latitude (g = 980.6199 gals.).
 FQ0847
 FQ0847.The modeled gravity was interpolated from observed gravity values.
 FQ0847
 FQ0847;                    North         East    Units  Estimated Accuracy
 FQ0847;SPC AZ C     -   498,180.      304,150.      MT  (+/- 180 meters Scaled)
 FQ0847
 FQ0847                          SUPERSEDED SURVEY CONTROL
 FQ0847
 FQ0847  NGVD 29 (??/??/92) 1495.63   (m)         4906.9    (f) COMPUTED    2 2
 FQ0847
 FQ0847.Superseded values are not recommended for survey control.
 FQ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0847.See file dsdata.txt to determine how the superseded data were derived.
 FQ0847
 FQ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE076271(NAD 83)
 FQ0847_MARKER: DB = BENCH MARK DISK
 FQ0847_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0847_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0847_STAMPING: 103 DOR 1965 4907
 FQ0847_MARK LOGO: USGS  
 FQ0847_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0847+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1968
 FQ0847
 FQ0847  HISTORY     - Date     Condition        Report By
 FQ0847  HISTORY     - 1965     MONUMENTED       USGS
 FQ0847  HISTORY     - 19680613 GOOD             USGS
 FQ0847
 FQ0847                          STATION DESCRIPTION
 FQ0847
 FQ0847'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0847'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0847'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0847'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 1.0
 FQ0847'MILES NORTHWEST TO THE SOUTHWEST END OF A LOW CONCRETE RETAINING
 FQ0847'WALL, SET IN THE CENTER OF THE SOUTHWESTERN MOST 16 BY 22 INCH
 FQ0847'CONCRETE POST, 0.2 FEET BELOW THE WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0671 ***********************************************************************
 GP0671  DESIGNATION -  103 DOR
 GP0671  PID         -  GP0671
 GP0671  STATE/COUNTY-  AZ/COCONINO
 GP0671  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0671
 GP0671                         *CURRENT SURVEY CONTROL
 GP0671  ___________________________________________________________________
 GP0671* NAD 83(1986)-  36 31 13.     (N)    110 50 29.     (W)     SCALED    
 GP0671* NAVD 88     -      1854.735  (meters)    6085.08   (feet)  ADJUSTED  
 GP0671  ___________________________________________________________________
 GP0671  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 GP0671  DYNAMIC HT  -        1852.427 (meters)    6077.50  (feet)  COMP
 GP0671  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 GP0671
 GP0671  VERT ORDER  -  SECOND    CLASS 0
 GP0671
 GP0671.The horizontal coordinates were scaled from a topographic map and have
 GP0671.an estimated accuracy of +/- 6 seconds.
 GP0671
 GP0671.The orthometric height was determined by differential leveling
 GP0671.and adjusted in June 1991.
 GP0671
 GP0671.The geoid height was determined by GEOID03.
 GP0671
 GP0671.The dynamic height is computed by dividing the NAVD 88
 GP0671.geopotential number by the normal gravity value computed on the
 GP0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0671.degrees latitude (g = 980.6199 gals.).
 GP0671
 GP0671.The modeled gravity was interpolated from observed gravity values.
 GP0671
 GP0671;                    North         East    Units  Estimated Accuracy
 GP0671;SPC AZ C     -   612,780.      309,660.      MT  (+/- 180 meters Scaled)
 GP0671
 GP0671                          SUPERSEDED SURVEY CONTROL
 GP0671
 GP0671.No superseded survey control is available for this station.
 GP0671
 GP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF142416(NAD 83)
 GP0671_MARKER: DB = BENCH MARK DISK
 GP0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0671_SP_SET: COPPER-CLAD STEEL ROD
 GP0671_STAMPING: 103 DOR 1969 6082
 GP0671_MARK LOGO: USGS  
 GP0671_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0671+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0671
 GP0671  HISTORY     - Date     Condition        Report By
 GP0671  HISTORY     - 1969     MONUMENTED       USGS
 GP0671
 GP0671                          STATION DESCRIPTION
 GP0671
 GP0671'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0671'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0671'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0671'NORTH, THENCE 10.2 MILES NORTH, 0.3 MILES NORTHEAST OF A WINDMILL AND
 GP0671'TANK, 120 FEET WEST AND 10 FEET LOWER THAN THE ROAD, 40 FEET WEST OF
 GP0671'THE OLD ROAD, 10 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 GP0671'WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0671'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0452 ***********************************************************************
 DV0452  DESIGNATION -  103 Z
 DV0452  PID         -  DV0452
 DV0452  STATE/COUNTY-  AZ/MARICOPA
 DV0452  USGS QUAD   -  TOLLESON (1982)
 DV0452
 DV0452                         *CURRENT SURVEY CONTROL
 DV0452  ___________________________________________________________________
 DV0452* NAD 83(1986)-  33 24 22.     (N)    112 15 18.     (W)     SCALED    
 DV0452* NAVD 88     -       300.08   (+/-2cm)     984.5    (feet)  VERTCON   
 DV0452  ___________________________________________________________________
 DV0452  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0452
 DV0452.The horizontal coordinates were scaled from a topographic map and have
 DV0452.an estimated accuracy of +/- 6 seconds.
 DV0452
 DV0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0452.The vertical order pertains to the NGVD 29 superseded value.
 DV0452
 DV0452.The geoid height was determined by GEOID03.
 DV0452
 DV0452;                    North         East    Units  Estimated Accuracy
 DV0452;SPC AZ C     -   266,840.      181,890.      MT  (+/- 180 meters Scaled)
 DV0452
 DV0452                          SUPERSEDED SURVEY CONTROL
 DV0452
 DV0452  NGVD 29 (??/??/92)  299.431  (m)          982.38   (f) ADJ UNCH    2 0
 DV0452
 DV0452.Superseded values are not recommended for survey control.
 DV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0452.See file dsdata.txt to determine how the superseded data were derived.
 DV0452
 DV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB832970(NAD 83)
 DV0452_MARKER: DD = SURVEY DISK
 DV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0452_STAMPING: 103 Z 1962
 DV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0452+STABILITY: SURFACE MOTION
 DV0452
 DV0452  HISTORY     - Date     Condition        Report By
 DV0452  HISTORY     - 1962     MONUMENTED       AZHD
 DV0452  HISTORY     - 1962     GOOD             NGS
 DV0452  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0452  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0452
 DV0452                          STATION DESCRIPTION
 DV0452
 DV0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0452'10.1 MI SW FROM PHOENIX.
 DV0452'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0452'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0452'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0452'AVENUE THEN 4 MILES WEST ON BROADWAY TO THE JCT. OF 91ST. AVENUE. THE
 DV0452'MARK IS A COPPER DISK SET IN A CONCRETE POST SET FLUSH WITH GROUND
 DV0452'ELEVATION, 26 FT. SOUTH OF THE CENTER OF BROADWAY, 24 FT. EAST OF THE
 DV0452'CENTER OF 91ST AVENUE, 1.7 FT. SOUTH OF A WITNESS POST, 2.5 FT. NORTH
 DV0452'OF POWER POLE TB-NO 1.
 DV0452
 DV0452                          STATION RECOVERY (1992)
 DV0452
 DV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0452'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0452'ASSUMED DESTROYED.
 DV0452
 DV0452                          STATION RECOVERY (2007)
 DV0452
 DV0452'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0452'THE DESCRIBED LOCATION HAS BEEN PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0036 ***********************************************************************
 CZ0036  DESIGNATION -  103+93.97
 CZ0036  PID         -  CZ0036
 CZ0036  STATE/COUNTY-  AZ/PIMA
 CZ0036  USGS QUAD   -  TUCSON (1992)
 CZ0036
 CZ0036                         *CURRENT SURVEY CONTROL
 CZ0036  ___________________________________________________________________
 CZ0036* NAD 83(1986)-  32 14 58.     (N)    110 59 32.     (W)     SCALED    
 CZ0036* NAVD 88     -       706.85   (+/-2cm)    2319.1    (feet)  VERTCON   
 CZ0036  ___________________________________________________________________
 CZ0036  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0036  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0036
 CZ0036.The horizontal coordinates were scaled from a topographic map and have
 CZ0036.an estimated accuracy of +/- 6 seconds.
 CZ0036
 CZ0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0036.The vertical order pertains to the NGVD 29 superseded value.
 CZ0036
 CZ0036.The geoid height was determined by GEOID03.
 CZ0036
 CZ0036;                    North         East    Units  Estimated Accuracy
 CZ0036;SPC AZ C     -   138,900.      300,470.      MT  (+/- 180 meters Scaled)
 CZ0036
 CZ0036                          SUPERSEDED SURVEY CONTROL
 CZ0036
 CZ0036  NGVD 29 (??/??/92)  706.183  (m)         2316.87   (f) ADJ UNCH    1 2
 CZ0036
 CZ0036.Superseded values are not recommended for survey control.
 CZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0036.See file dsdata.txt to determine how the superseded data were derived.
 CZ0036
 CZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA007680(NAD 83)
 CZ0036_MARKER: DD = SURVEY DISK
 CZ0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0036_SP_SET: CULVERT
 CZ0036_STAMPING: 2317.64 1951 103+93.97
 CZ0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0036
 CZ0036  HISTORY     - Date     Condition        Report By
 CZ0036  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0036  HISTORY     - 1951     GOOD             NGS
 CZ0036  HISTORY     - 1960     GOOD             NGS
 CZ0036  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0036
 CZ0036                          STATION DESCRIPTION
 CZ0036
 CZ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0036'2.9 MI NW FROM TUCSON.
 CZ0036'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0036'STATION IN TUCSON, THENCE 2.0 MILES NORTHWEST ALONG TUCSON ACCESS
 CZ0036'FREEWAY, ABOUT 0.05 MILE SOUTHEAST OF INTERSECTION OF THE TUCSON
 CZ0036'ACCESS FREEWAY WITH THE DE MOSS PETRIE ROAD, AT RAILROAD MILEAGE
 CZ0036'981.51, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEADWALL
 CZ0036'OF A LARGE CONCRETE HIGHWAY CULVERT, 30 FEET SOUTHWEST OF THE HIGHWAY
 CZ0036'CENTERLINE, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0036
 CZ0036                          STATION RECOVERY (1960)
 CZ0036
 CZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0036'RECOVERED IN GOOD CONDITION.
 CZ0036
 CZ0036                          STATION RECOVERY (1980)
 CZ0036
 CZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0036'THE BENCH MARK WAS DESCRIBED AS LEVEL WITH THE HIGHWAY.  NO HEADWALL
 CZ0036'COULD BE FOUND LEVEL WITH THE HIGHWAY.  HEADWALLS WERE FOUND WITH
 CZ0036'BENCH MARK DISKS STAMPED 1966.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1338 ***********************************************************************
 DV1338  DESIGNATION -  1032.37
 DV1338  PID         -  DV1338
 DV1338  STATE/COUNTY-  AZ/MARICOPA
 DV1338  USGS QUAD   -  PERRYVILLE (1982)
 DV1338
 DV1338                         *CURRENT SURVEY CONTROL
 DV1338  ___________________________________________________________________
 DV1338* NAD 83(1986)-  33 27 40.     (N)    112 25 03.     (W)     SCALED    
 DV1338* NAVD 88     -       315.250  (meters)    1034.28   (feet)  ADJUSTED  
 DV1338  ___________________________________________________________________
 DV1338  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1338  DYNAMIC HT  -         314.887 (meters)    1033.09  (feet)  COMP
 DV1338  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1338
 DV1338  VERT ORDER  -  FIRST     CLASS II
 DV1338
 DV1338.The horizontal coordinates were scaled from a topographic map and have
 DV1338.an estimated accuracy of +/- 6 seconds.
 DV1338
 DV1338.The orthometric height was determined by differential leveling
 DV1338.and adjusted in November 1993.
 DV1338
 DV1338.The geoid height was determined by GEOID03.
 DV1338
 DV1338.The dynamic height is computed by dividing the NAVD 88
 DV1338.geopotential number by the normal gravity value computed on the
 DV1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1338.degrees latitude (g = 980.6199 gals.).
 DV1338
 DV1338.The modeled gravity was interpolated from observed gravity values.
 DV1338
 DV1338;                    North         East    Units  Estimated Accuracy
 DV1338;SPC AZ C     -   273,000.      166,810.      MT  (+/- 180 meters Scaled)
 DV1338
 DV1338                          SUPERSEDED SURVEY CONTROL
 DV1338
 DV1338.No superseded survey control is available for this station.
 DV1338
 DV1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC682033(NAD 83)
 DV1338_MARKER: DB = BENCH MARK DISK
 DV1338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1338_SP_SET: CONCRETE BRIDGE
 DV1338_STAMPING: 1032.37 6-23-78
 DV1338_MARK LOGO: AZDT  
 DV1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1338
 DV1338  HISTORY     - Date     Condition        Report By
 DV1338  HISTORY     - 1978     MONUMENTED       AZDT
 DV1338  HISTORY     - 1981     GOOD             AZDT
 DV1338
 DV1338                          STATION DESCRIPTION
 DV1338
 DV1338'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1338'5.0 MI NW FROM GOODYEAR.
 DV1338'4.5 MI (6.7 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1338'DYSART ROAD TO A BRIDGE OVER ROOSEVELT IRRIGATION DISTRICT CANAL AND
 DV1338'THE MARK ON THE NORTHEAST DADO OF THE WESTBOUND, 9.1 FT (2.77 M) WEST
 DV1338'OF THE EAST END OF THE NORTHEAST DADO, 24.7 FT (7.53 M) NORTH OF THE
 DV1338'WESTBOUND CENTERLINE, 3.0 FT (0.91 M) ABOVE TOP OF DECK IN THE NORTH
 DV1338'EAST DADO.  A STANDARD AZDT ALUMINUM CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1340 ***********************************************************************
 DV1340  DESIGNATION -  1033.28
 DV1340  PID         -  DV1340
 DV1340  STATE/COUNTY-  AZ/MARICOPA
 DV1340  USGS QUAD   -  PERRYVILLE (1982)
 DV1340
 DV1340                         *CURRENT SURVEY CONTROL
 DV1340  ___________________________________________________________________
 DV1340* NAD 83(1986)-  33 27 40.     (N)    112 25 03.     (W)     SCALED    
 DV1340* NAVD 88     -       315.527  (meters)    1035.19   (feet)  ADJUSTED  
 DV1340  ___________________________________________________________________
 DV1340  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1340  DYNAMIC HT  -         315.163 (meters)    1034.00  (feet)  COMP
 DV1340  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1340
 DV1340  VERT ORDER  -  FIRST     CLASS II
 DV1340
 DV1340.The horizontal coordinates were scaled from a topographic map and have
 DV1340.an estimated accuracy of +/- 6 seconds.
 DV1340
 DV1340.The orthometric height was determined by differential leveling
 DV1340.and adjusted in November 1993.
 DV1340
 DV1340.The geoid height was determined by GEOID03.
 DV1340
 DV1340.The dynamic height is computed by dividing the NAVD 88
 DV1340.geopotential number by the normal gravity value computed on the
 DV1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1340.degrees latitude (g = 980.6199 gals.).
 DV1340
 DV1340.The modeled gravity was interpolated from observed gravity values.
 DV1340
 DV1340;                    North         East    Units  Estimated Accuracy
 DV1340;SPC AZ C     -   273,000.      166,810.      MT  (+/- 180 meters Scaled)
 DV1340
 DV1340                          SUPERSEDED SURVEY CONTROL
 DV1340
 DV1340.No superseded survey control is available for this station.
 DV1340
 DV1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC682033(NAD 83)
 DV1340_MARKER: DB = BENCH MARK DISK
 DV1340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1340_SP_SET: CONCRETE BRIDGE
 DV1340_STAMPING: 1033.28
 DV1340_MARK LOGO: AZDT  
 DV1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1340
 DV1340  HISTORY     - Date     Condition        Report By
 DV1340  HISTORY     - 1978     MONUMENTED       AZDT
 DV1340  HISTORY     - 1981     GOOD             AZDT
 DV1340
 DV1340                          STATION DESCRIPTION
 DV1340
 DV1340'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1340'5.0 MI NW FROM GOODYEAR.
 DV1340'4.5 MI (6.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1340'INTERSECTION OF DYSART ROAD TO A BRIDGE OVER ROOSEVELT IRRIGATION
 DV1340'DISTRICT CANAL AND THE MARK.  A STANDARD AZDT ALUMINUM CAP IN THE TOP
 DV1340'OF SOUTHWEST DADO OF THE WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP
 DV1340'OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1339 ***********************************************************************
 DV1339  DESIGNATION -  1033.30
 DV1339  PID         -  DV1339
 DV1339  STATE/COUNTY-  AZ/MARICOPA
 DV1339  USGS QUAD   -  PERRYVILLE (1982)
 DV1339
 DV1339                         *CURRENT SURVEY CONTROL
 DV1339  ___________________________________________________________________
 DV1339* NAD 83(1986)-  33 27 40.     (N)    112 25 03.     (W)     SCALED    
 DV1339* NAVD 88     -       315.531  (meters)    1035.20   (feet)  ADJUSTED  
 DV1339  ___________________________________________________________________
 DV1339  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1339  DYNAMIC HT  -         315.167 (meters)    1034.01  (feet)  COMP
 DV1339  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1339
 DV1339  VERT ORDER  -  FIRST     CLASS II
 DV1339
 DV1339.The horizontal coordinates were scaled from a topographic map and have
 DV1339.an estimated accuracy of +/- 6 seconds.
 DV1339
 DV1339.The orthometric height was determined by differential leveling
 DV1339.and adjusted in November 1993.
 DV1339
 DV1339.The geoid height was determined by GEOID03.
 DV1339
 DV1339.The dynamic height is computed by dividing the NAVD 88
 DV1339.geopotential number by the normal gravity value computed on the
 DV1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1339.degrees latitude (g = 980.6199 gals.).
 DV1339
 DV1339.The modeled gravity was interpolated from observed gravity values.
 DV1339
 DV1339;                    North         East    Units  Estimated Accuracy
 DV1339;SPC AZ C     -   273,000.      166,810.      MT  (+/- 180 meters Scaled)
 DV1339
 DV1339                          SUPERSEDED SURVEY CONTROL
 DV1339
 DV1339.No superseded survey control is available for this station.
 DV1339
 DV1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC682033(NAD 83)
 DV1339_MARKER: DB = BENCH MARK DISK
 DV1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1339_SP_SET: CONCRETE BRIDGE
 DV1339_STAMPING: 1033.30
 DV1339_MARK LOGO: AZDT  
 DV1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1339
 DV1339  HISTORY     - Date     Condition        Report By
 DV1339  HISTORY     - 1978     MONUMENTED       AZDT
 DV1339  HISTORY     - 1981     GOOD             AZDT
 DV1339
 DV1339                          STATION DESCRIPTION
 DV1339
 DV1339'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1339'5.0 MI NW FROM GOODYEAR.
 DV1339'4.5 MI (6.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1339'INTERSECTION OF DYSART ROAD TO A BRIDGE OVER ROOSEVELT IRRIGATION
 DV1339'DISTRICT CANAL AND THE MARK.  A STANDARD AZDT ALUMINUM CAP IN THE TOP
 DV1339'OF NORTHEAST DADO OF THE EASTBOUND, 3.1 FT (0.94 METERS) ABOVE THE
 DV1339'TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0022 ***********************************************************************
 CG0022  DESIGNATION -  1033.65
 CG0022  PID         -  CG0022
 CG0022  STATE/COUNTY-  AZ/COCHISE
 CG0022  USGS QUAD   -  BENSON (1983)
 CG0022
 CG0022                         *CURRENT SURVEY CONTROL
 CG0022  ___________________________________________________________________
 CG0022* NAD 83(1986)-  31 57 52.     (N)    110 16 41.     (W)     SCALED    
 CG0022* NAVD 88     -      1077.770  (meters)    3535.98   (feet)  ADJUSTED  
 CG0022  ___________________________________________________________________
 CG0022  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0022  DYNAMIC HT  -        1076.169 (meters)    3530.73  (feet)  COMP
 CG0022  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 CG0022
 CG0022  VERT ORDER  -  FIRST     CLASS II
 CG0022
 CG0022.The horizontal coordinates were scaled from a topographic map and have
 CG0022.an estimated accuracy of +/- 6 seconds.
 CG0022
 CG0022.The orthometric height was determined by differential leveling
 CG0022.and adjusted in June 1991.
 CG0022
 CG0022.The geoid height was determined by GEOID03.
 CG0022
 CG0022.The dynamic height is computed by dividing the NAVD 88
 CG0022.geopotential number by the normal gravity value computed on the
 CG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0022.degrees latitude (g = 980.6199 gals.).
 CG0022
 CG0022.The modeled gravity was interpolated from observed gravity values.
 CG0022
 CG0022;                    North         East    Units  Estimated Accuracy
 CG0022;SPC AZ E     -   106,930.      202,830.      MT  (+/- 180 meters Scaled)
 CG0022
 CG0022                          SUPERSEDED SURVEY CONTROL
 CG0022
 CG0022  NGVD 29 (??/??/92) 1077.045  (m)         3533.61   (f) ADJ UNCH    1 2
 CG0022
 CG0022.Superseded values are not recommended for survey control.
 CG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0022.See file dsdata.txt to determine how the superseded data were derived.
 CG0022
 CG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA682367(NAD 83)
 CG0022_MARKER: S = SPIKE
 CG0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0022_SP_SET: ABUTMENT
 CG0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0022
 CG0022  HISTORY     - Date     Condition        Report By
 CG0022  HISTORY     - UNK      MONUMENTED       SPRR
 CG0022  HISTORY     - 1952     GOOD             NGS
 CG0022  HISTORY     - 1960     GOOD             NGS
 CG0022  HISTORY     - 1979     GOOD             NGS
 CG0022
 CG0022                          STATION DESCRIPTION
 CG0022
 CG0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0022'0.95 MI E FROM BENSON.
 CG0022'0.95 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0022'STATION AT BENSON, AT THE EAST END OF A STEEL GIRDER BRIDGE NUMBER
 CG0022'1033.65, OVER THE SAN PEDRO RIVER, IN THE TOP OF THE NORTHEAST CORNER
 CG0022'OF AN ABUTMENT, 152 1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 CG0022'86, 12.3 FEET NORTH OF THE NORTH RAIL, 0.3 FOOT EAST OF THE WEST END
 CG0022'OF AN ABUTMENT, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
 CG0022
 CG0022                          STATION RECOVERY (1960)
 CG0022
 CG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0022'RECOVERED IN GOOD CONDITION.
 CG0022
 CG0022                          STATION RECOVERY (1979)
 CG0022
 CG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0022'1.1 KILOMETERS (0.7 MILE) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0022'FROM THE INTERSTATE 10 BUSINESS LOOP UNDERPASS AT BENSON, AT THE EAST
 CG0022'END OF THE STEEL GIRDER BRIDGE OVER THE SAN PEDRO RIVER, IN TOP OF
 CG0022'THE NORTHWEST CORNER OF THE EAST ABUTMENT, 3.8 METERS (12.5 FEET)
 CG0022'NORTH OF THE NORTH RAIL AND 46.3 METERS (152 FEET) SOUTH OF THE
 CG0022'CENTERLINE OF BUSINESS LOOP INTERSTATE 10.  A STEEL PLATE SUPPORTING
 CG0022'A 12-INCH PIPELINE IS TOUCHING THE SOUTH EDGE OF THE SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0789 ***********************************************************************
 DW0789  DESIGNATION -  1033.89
 DW0789  PID         -  DW0789
 DW0789  STATE/COUNTY-  AZ/LA PAZ
 DW0789  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0789
 DW0789                         *CURRENT SURVEY CONTROL
 DW0789  ___________________________________________________________________
 DW0789* NAD 83(1986)-  33 38 50.     (N)    114 22 19.     (W)     SCALED    
 DW0789* NAVD 88     -       315.84   (+/-2cm)    1036.2    (feet)  VERTCON   
 DW0789  ___________________________________________________________________
 DW0789  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DW0789  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0789
 DW0789.The horizontal coordinates were scaled from a topographic map and have
 DW0789.an estimated accuracy of +/- 6 seconds.
 DW0789
 DW0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0789.The vertical order pertains to the NGVD 29 superseded value.
 DW0789
 DW0789.The geoid height was determined by GEOID03.
 DW0789
 DW0789;                    North         East    Units  Estimated Accuracy
 DW0789;SPC AZ W     -   293,710.      155,670.      MT  (+/- 180 meters Scaled)
 DW0789
 DW0789                          SUPERSEDED SURVEY CONTROL
 DW0789
 DW0789  NGVD 29 (??/??/??)  315.142  (m)         1033.93   (f) ADJUSTED    1 2
 DW0789
 DW0789.Superseded values are not recommended for survey control.
 DW0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0789.See file dsdata.txt to determine how the superseded data were derived.
 DW0789
 DW0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT437261(NAD 83)
 DW0789_MARKER: DD = SURVEY DISK
 DW0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0789_SP_SET: BRIDGE RAIL POST
 DW0789_STAMPING: 1033.89 549+23.4
 DW0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0789
 DW0789  HISTORY     - Date     Condition        Report By
 DW0789  HISTORY     - UNK      MONUMENTED       AZHD
 DW0789  HISTORY     - 1934     GOOD             NGS
 DW0789  HISTORY     - 1970     MARK NOT FOUND   USGS
 DW0789  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0789
 DW0789                          STATION DESCRIPTION
 DW0789
 DW0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0789'14.1 MI E FROM BLYTHE.
 DW0789'IN YUMA COUNTY, ARIZONA, 14.1 MILES EAST ALONG U.S. HIGHWAY 60
 DW0789'FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA,
 DW0789'8.3 MILES WEST OF QUARTZSITE, YUMA COUNTY, ARIZONA, AT STATION
 DW0789'549+23.4, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE CENTER POST
 DW0789'OF THE SOUTH RAIL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DW0789'STAMPED 1033.89 549+23.4.
 DW0789
 DW0789                          STATION RECOVERY (1970)
 DW0789
 DW0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DW0789'MARK NOT FOUND.
 DW0789
 DW0789                          STATION RECOVERY (1981)
 DW0789
 DW0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0789'NOT RECOVERED. NOTE-BRIDGE DESCRIBED IS DESTROYED, MARK BELIEVED
 DW0789'LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0306 ***********************************************************************
 FS0306  DESIGNATION -  1035+00
 FS0306  PID         -  FS0306
 FS0306  STATE/COUNTY-  AZ/MOHAVE
 FS0306  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0306
 FS0306                         *CURRENT SURVEY CONTROL
 FS0306  ___________________________________________________________________
 FS0306* NAD 83(1986)-  35 36 44.     (N)    114 24 48.     (W)     SCALED    
 FS0306* NAVD 88     -       819.469  (meters)    2688.54   (feet)  POSTED    
 FS0306  ___________________________________________________________________
 FS0306  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0306  DYNAMIC HT  -         818.560 (meters)    2685.56  (feet)  COMP
 FS0306  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 FS0306
 FS0306  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0306
 FS0306.The horizontal coordinates were scaled from a topographic map and have
 FS0306.an estimated accuracy of +/- 6 seconds.
 FS0306
 FS0306.The orthometric height was determined by differential leveling
 FS0306.and adjusted by the  in 1992.
 FS0306.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0306.rate of 1.1 thru 2.0 mm/km.
 FS0306
 FS0306.The geoid height was determined by GEOID03.
 FS0306
 FS0306.The dynamic height is computed by dividing the NAVD 88
 FS0306.geopotential number by the normal gravity value computed on the
 FS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0306.degrees latitude (g = 980.6199 gals.).
 FS0306
 FS0306.The modeled gravity was interpolated from observed gravity values.
 FS0306
 FS0306;                    North         East    Units  Estimated Accuracy
 FS0306;SPC AZ W     -   511,710.      153,260.      MT  (+/- 180 meters Scaled)
 FS0306
 FS0306                          SUPERSEDED SURVEY CONTROL
 FS0306
 FS0306  NGVD 29 (??/??/92)  818.736  (m)         2686.14   (f) ADJ UNCH    1 1
 FS0306
 FS0306.Superseded values are not recommended for survey control.
 FS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0306.See file dsdata.txt to determine how the superseded data were derived.
 FS0306
 FS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV342440(NAD 83)
 FS0306_MARKER: DD = SURVEY DISK
 FS0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0306_SP_SET: CULVERT
 FS0306_STAMPING: 1035+00 2687.06 1936
 FS0306_MARK LOGO: AZHD  
 FS0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0306
 FS0306  HISTORY     - Date     Condition        Report By
 FS0306  HISTORY     - 1936     MONUMENTED       AZHD
 FS0306  HISTORY     - 1949     GOOD             NGS
 FS0306  HISTORY     - 1982     GOOD             NGS
 FS0306  HISTORY     - 19870304 MARK NOT FOUND   USPSQD
 FS0306
 FS0306                          STATION DESCRIPTION
 FS0306
 FS0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0306'17.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0306'17.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0306'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 0.3 MILE
 FS0306'NORTHWEST OF THE NORTHWEST END OF A LARGE CONCRETE BRIDGE OVER
 FS0306'DETRITAL WASH, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0306'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.2
 FS0306'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2
 FS0306'FOOT HIGHER THAN THE HIGHWAY.
 FS0306
 FS0306                          STATION RECOVERY (1982)
 FS0306
 FS0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0306'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0306
 FS0306                          STATION RECOVERY (1987)
 FS0306
 FS0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1342 ***********************************************************************
 DV1342  DESIGNATION -  1039.35
 DV1342  PID         -  DV1342
 DV1342  STATE/COUNTY-  AZ/MARICOPA
 DV1342  USGS QUAD   -  PERRYVILLE (1982)
 DV1342
 DV1342                         *CURRENT SURVEY CONTROL
 DV1342  ___________________________________________________________________
 DV1342* NAD 83(1986)-  33 27 40.     (N)    112 25 38.     (W)     SCALED    
 DV1342* NAVD 88     -       317.383  (meters)    1041.28   (feet)  ADJUSTED  
 DV1342  ___________________________________________________________________
 DV1342  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1342  DYNAMIC HT  -         317.018 (meters)    1040.08  (feet)  COMP
 DV1342  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DV1342
 DV1342  VERT ORDER  -  FIRST     CLASS II
 DV1342
 DV1342.The horizontal coordinates were scaled from a topographic map and have
 DV1342.an estimated accuracy of +/- 6 seconds.
 DV1342
 DV1342.The orthometric height was determined by differential leveling
 DV1342.and adjusted in November 1993.
 DV1342
 DV1342.The geoid height was determined by GEOID03.
 DV1342
 DV1342.The dynamic height is computed by dividing the NAVD 88
 DV1342.geopotential number by the normal gravity value computed on the
 DV1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1342.degrees latitude (g = 980.6199 gals.).
 DV1342
 DV1342.The modeled gravity was interpolated from observed gravity values.
 DV1342
 DV1342;                    North         East    Units  Estimated Accuracy
 DV1342;SPC AZ C     -   273,000.      165,900.      MT  (+/- 180 meters Scaled)
 DV1342
 DV1342                          SUPERSEDED SURVEY CONTROL
 DV1342
 DV1342.No superseded survey control is available for this station.
 DV1342
 DV1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC673033(NAD 83)
 DV1342_MARKER: DB = BENCH MARK DISK
 DV1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1342_SP_SET: CONCRETE BRIDGE
 DV1342_STAMPING: 1039.35
 DV1342_MARK LOGO: AZDT  
 DV1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1342+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1342
 DV1342  HISTORY     - Date     Condition        Report By
 DV1342  HISTORY     - UNK      MONUMENTED       AZDT
 DV1342  HISTORY     - 1981     GOOD             AZDT
 DV1342  HISTORY     - 20060810 GOOD             GEOCAC
 DV1342
 DV1342                          STATION DESCRIPTION
 DV1342
 DV1342'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1342'6.0 MI NW FROM GOODYEAR.
 DV1342'5.0 MI (8.0 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1342'INTERSECTION OF DYSART ROAD TO COTTON LANE OVERPASS AND THE MARK.  A
 DV1342'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1342'EASTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
 DV1342
 DV1342                          STATION RECOVERY (2006)
 DV1342
 DV1342'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1343 ***********************************************************************
 DV1343  DESIGNATION -  1039.38
 DV1343  PID         -  DV1343
 DV1343  STATE/COUNTY-  AZ/MARICOPA
 DV1343  USGS QUAD   -  PERRYVILLE (1982)
 DV1343
 DV1343                         *CURRENT SURVEY CONTROL
 DV1343  ___________________________________________________________________
 DV1343* NAD 83(1986)-  33 27 40.     (N)    112 25 38.     (W)     SCALED    
 DV1343* NAVD 88     -       317.387  (meters)    1041.29   (feet)  ADJUSTED  
 DV1343  ___________________________________________________________________
 DV1343  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1343  DYNAMIC HT  -         317.022 (meters)    1040.10  (feet)  COMP
 DV1343  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DV1343
 DV1343  VERT ORDER  -  FIRST     CLASS II
 DV1343
 DV1343.The horizontal coordinates were scaled from a topographic map and have
 DV1343.an estimated accuracy of +/- 6 seconds.
 DV1343
 DV1343.The orthometric height was determined by differential leveling
 DV1343.and adjusted in November 1993.
 DV1343
 DV1343.The geoid height was determined by GEOID03.
 DV1343
 DV1343.The dynamic height is computed by dividing the NAVD 88
 DV1343.geopotential number by the normal gravity value computed on the
 DV1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1343.degrees latitude (g = 980.6199 gals.).
 DV1343
 DV1343.The modeled gravity was interpolated from observed gravity values.
 DV1343
 DV1343;                    North         East    Units  Estimated Accuracy
 DV1343;SPC AZ C     -   273,000.      165,900.      MT  (+/- 180 meters Scaled)
 DV1343
 DV1343                          SUPERSEDED SURVEY CONTROL
 DV1343
 DV1343.No superseded survey control is available for this station.
 DV1343
 DV1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC673033(NAD 83)
 DV1343_MARKER: DB = BENCH MARK DISK
 DV1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1343_SP_SET: CONCRETE BRIDGE
 DV1343_STAMPING: 1039.38
 DV1343_MARK LOGO: AZDT  
 DV1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1343+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DV1343
 DV1343  HISTORY     - Date     Condition        Report By
 DV1343  HISTORY     - UNK      MONUMENTED       AZDT
 DV1343  HISTORY     - 1981     GOOD             AZDT
 DV1343  HISTORY     - 20070626 GOOD             GEOCAC
 DV1343
 DV1343                          STATION DESCRIPTION
 DV1343
 DV1343'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1343'6.0 MI NW FROM GOODYEAR.
 DV1343'5.0 MI (8.0 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1343'INTERSECTION OF DYSART ROAD TO COTTON LANE OVERPASS AND THE MARK.  A
 DV1343'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHEAST DADO OF THE
 DV1343'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
 DV1343
 DV1343                          STATION RECOVERY (2007)
 DV1343
 DV1343'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0596 ***********************************************************************
 ER0596  DESIGNATION -  104 BKC
 ER0596  PID         -  ER0596
 ER0596  STATE/COUNTY-  AZ/APACHE
 ER0596  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0596
 ER0596                         *CURRENT SURVEY CONTROL
 ER0596  ___________________________________________________________________
 ER0596* NAD 83(1986)-  34 27 36.     (N)    109 17 04.     (W)     SCALED    
 ER0596* NAVD 88     -      1896.591  (meters)    6222.40   (feet)  ADJUSTED  
 ER0596  ___________________________________________________________________
 ER0596  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ER0596  DYNAMIC HT  -        1893.802 (meters)    6213.25  (feet)  COMP
 ER0596  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 ER0596
 ER0596  VERT ORDER  -  SECOND    CLASS 0
 ER0596
 ER0596.The horizontal coordinates were scaled from a topographic map and have
 ER0596.an estimated accuracy of +/- 6 seconds.
 ER0596
 ER0596.The orthometric height was determined by differential leveling
 ER0596.and adjusted in June 1991.
 ER0596
 ER0596.The geoid height was determined by GEOID03.
 ER0596
 ER0596.The dynamic height is computed by dividing the NAVD 88
 ER0596.geopotential number by the normal gravity value computed on the
 ER0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0596.degrees latitude (g = 980.6199 gals.).
 ER0596
 ER0596.The modeled gravity was interpolated from observed gravity values.
 ER0596
 ER0596;                    North         East    Units  Estimated Accuracy
 ER0596;SPC AZ E     -   384,030.      294,420.      MT  (+/- 180 meters Scaled)
 ER0596
 ER0596                          SUPERSEDED SURVEY CONTROL
 ER0596
 ER0596  NGVD 29 (??/??/92) 1895.69   (m)         6219.4    (f) COMPUTED    2 0
 ER0596
 ER0596.Superseded values are not recommended for survey control.
 ER0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0596.See file dsdata.txt to determine how the superseded data were derived.
 ER0596
 ER0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD575144(NAD 83)
 ER0596_MARKER: DB = BENCH MARK DISK
 ER0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0596_SP_SET: COPPER-CLAD STEEL ROD
 ER0596_STAMPING: 104 BKC 1968 6219
 ER0596_MARK LOGO: USGS  
 ER0596_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0596+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0596
 ER0596  HISTORY     - Date     Condition        Report By
 ER0596  HISTORY     - 1968     MONUMENTED       USGS
 ER0596
 ER0596                          STATION DESCRIPTION
 ER0596
 ER0596'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0596'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0596'ALONG U S HIGHWAY 666, THENCE 5.2 MILES EAST ALONG A GRAVEL ROAD, 58
 ER0596'FEET SOUTH OF THE ROAD, 38 FEET SOUTHWEST OF A BRACE POLE FOR A
 ER0596'TELEPHONE LINE, 1 FOOT NORTH OF A WITNESS POLE, SET ON A
 ER0596'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0567 ***********************************************************************
 ER0567  DESIGNATION -  104 DOR
 ER0567  PID         -  ER0567
 ER0567  STATE/COUNTY-  AZ/APACHE
 ER0567  USGS QUAD   -  LONG H RANCH (1984)
 ER0567
 ER0567                         *CURRENT SURVEY CONTROL
 ER0567  ___________________________________________________________________
 ER0567* NAD 83(1986)-  34 47 37.     (N)    109 28 55.     (W)     SCALED    
 ER0567* NAVD 88     -      1867.339  (meters)    6126.43   (feet)  ADJUSTED  
 ER0567  ___________________________________________________________________
 ER0567  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0567  DYNAMIC HT  -        1864.672 (meters)    6117.68  (feet)  COMP
 ER0567  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 ER0567
 ER0567  VERT ORDER  -  SECOND    CLASS II
 ER0567
 ER0567.The horizontal coordinates were scaled from a topographic map and have
 ER0567.an estimated accuracy of +/- 6 seconds.
 ER0567
 ER0567.The orthometric height was determined by differential leveling
 ER0567.and adjusted in June 1991.
 ER0567
 ER0567.The geoid height was determined by GEOID03.
 ER0567
 ER0567.The dynamic height is computed by dividing the NAVD 88
 ER0567.geopotential number by the normal gravity value computed on the
 ER0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0567.degrees latitude (g = 980.6199 gals.).
 ER0567
 ER0567.The modeled gravity was interpolated from observed gravity values.
 ER0567
 ER0567;                    North         East    Units  Estimated Accuracy
 ER0567;SPC AZ E     -   420,890.      276,020.      MT  (+/- 180 meters Scaled)
 ER0567
 ER0567                          SUPERSEDED SURVEY CONTROL
 ER0567
 ER0567.No superseded survey control is available for this station.
 ER0567
 ER0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD388512(NAD 83)
 ER0567_MARKER: DB = BENCH MARK DISK
 ER0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0567_SP_SET: CONCRETE POST
 ER0567_STAMPING: 104 DOR 1972 6123
 ER0567_MARK LOGO: USGS  
 ER0567_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0567+STABILITY: SURFACE MOTION
 ER0567
 ER0567  HISTORY     - Date     Condition        Report By
 ER0567  HISTORY     - 1972     MONUMENTED       USGS
 ER0567
 ER0567                          STATION DESCRIPTION
 ER0567
 ER0567'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0567'38.3 KM (23.80 MI) SSE FROM NAVAJO.
 ER0567'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0567'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0567'THENCE 10.9 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD, 0.5 MILES
 ER0567'SOUTH OF A GATE, 138 FEET SOUTHWEST OF THE ROAD, AND 1.0 FOOT
 ER0567'NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0451 ***********************************************************************
 GQ0451  DESIGNATION -  104 DOR
 GQ0451  PID         -  GQ0451
 GQ0451  STATE/COUNTY-  AZ/MOHAVE
 GQ0451  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0451
 GQ0451                         *CURRENT SURVEY CONTROL
 GQ0451  ___________________________________________________________________
 GQ0451* NAD 83(1986)-  36 45 02.     (N)    113 32 56.     (W)     SCALED    
 GQ0451* NAVD 88     -      1523.469  (meters)    4998.25   (feet)  POSTED    
 GQ0451  ___________________________________________________________________
 GQ0451  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 GQ0451  DYNAMIC HT  -        1521.730 (meters)    4992.54  (feet)  COMP
 GQ0451  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 GQ0451
 GQ0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0451
 GQ0451.The horizontal coordinates were scaled from a topographic map and have
 GQ0451.an estimated accuracy of +/- 6 seconds.
 GQ0451
 GQ0451.The orthometric height was determined by differential leveling
 GQ0451.and adjusted by the  in 1992.
 GQ0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0451.rate of 0.0 thru 1.0 mm/km.
 GQ0451
 GQ0451.The geoid height was determined by GEOID03.
 GQ0451
 GQ0451.The dynamic height is computed by dividing the NAVD 88
 GQ0451.geopotential number by the normal gravity value computed on the
 GQ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0451.degrees latitude (g = 980.6199 gals.).
 GQ0451
 GQ0451.The modeled gravity was interpolated from observed gravity values.
 GQ0451
 GQ0451;                    North         East    Units  Estimated Accuracy
 GQ0451;SPC AZ W     -   637,830.      231,320.      MT  (+/- 180 meters Scaled)
 GQ0451
 GQ0451                          SUPERSEDED SURVEY CONTROL
 GQ0451
 GQ0451.No superseded survey control is available for this station.
 GQ0451
 GQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724702(NAD 83)
 GQ0451_MARKER: DB = BENCH MARK DISK
 GQ0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0451_SP_SET: COPPER-CLAD STEEL ROD
 GQ0451_STAMPING: 104 DOR 1970 4995
 GQ0451_MARK LOGO: USGS  
 GQ0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0451
 GQ0451  HISTORY     - Date     Condition        Report By
 GQ0451  HISTORY     - 1970     MONUMENTED       USGS
 GQ0451
 GQ0451                          STATION DESCRIPTION
 GQ0451
 GQ0451'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0451'43.8 KM (27.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0451'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0451'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0451'ROAD TO THE ARIZONA STATE LINE, CONTINUE 20.5 MILES SOUTH ALONG MT.
 GQ0451'TRUMBULL ROAD TO A Y-ROAD SOUTHWEST LEADING TO LITTLE WOLF SPRINGS,
 GQ0451'60 FEET SOUTHEAST OF THE Y-ROAD SOUTHWEST, 60 FEET WEST OF THE ROAD.
 GQ0451'ROD DEPTH UNKNOWN.
 GQ0451'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0451'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0845 ***********************************************************************
 FQ0845  DESIGNATION -  104 DOR
 FQ0845  PID         -  FQ0845
 FQ0845  STATE/COUNTY-  AZ/COCONINO
 FQ0845  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0845
 FQ0845                         *CURRENT SURVEY CONTROL
 FQ0845  ___________________________________________________________________
 FQ0845* NAD 83(1986)-  35 30 40.     (N)    110 55 54.     (W)     SCALED    
 FQ0845* NAVD 88     -      1488.154  (meters)    4882.39   (feet)  POSTED    
 FQ0845  ___________________________________________________________________
 FQ0845  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0845  DYNAMIC HT  -        1486.250 (meters)    4876.14  (feet)  COMP
 FQ0845  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 FQ0845
 FQ0845  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0845
 FQ0845.The horizontal coordinates were scaled from a topographic map and have
 FQ0845.an estimated accuracy of +/- 6 seconds.
 FQ0845
 FQ0845.The orthometric height was determined by differential leveling
 FQ0845.and adjusted by the  in 1992.
 FQ0845.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0845.rate of 0.0 thru 1.0 mm/km.
 FQ0845
 FQ0845.The geoid height was determined by GEOID03.
 FQ0845
 FQ0845.The dynamic height is computed by dividing the NAVD 88
 FQ0845.geopotential number by the normal gravity value computed on the
 FQ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0845.degrees latitude (g = 980.6199 gals.).
 FQ0845
 FQ0845.The modeled gravity was interpolated from observed gravity values.
 FQ0845
 FQ0845;                    North         East    Units  Estimated Accuracy
 FQ0845;SPC AZ C     -   500,720.      302,710.      MT  (+/- 180 meters Scaled)
 FQ0845
 FQ0845                          SUPERSEDED SURVEY CONTROL
 FQ0845
 FQ0845  NGVD 29 (??/??/92) 1487.40   (m)         4879.9    (f) COMPUTED    2 2
 FQ0845
 FQ0845.Superseded values are not recommended for survey control.
 FQ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0845.See file dsdata.txt to determine how the superseded data were derived.
 FQ0845
 FQ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE061297(NAD 83)
 FQ0845_MARKER: DB = BENCH MARK DISK
 FQ0845_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0845_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0845_STAMPING: 104 DOR 1965 4880
 FQ0845_MARK LOGO: USGS  
 FQ0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0845+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1968
 FQ0845
 FQ0845  HISTORY     - Date     Condition        Report By
 FQ0845  HISTORY     - 1965     MONUMENTED       USGS
 FQ0845  HISTORY     - 19680613 GOOD             USGS
 FQ0845
 FQ0845                          STATION DESCRIPTION
 FQ0845
 FQ0845'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0845'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0845'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0845'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 2.75
 FQ0845'MILES NORTHWEST, 0.2 MILES SOUTHWEST OF A GROUP OF HOUSES AND HOGANS,
 FQ0845'0.1 MILE NORTHWEST NORTHWEST OF THE JUNCTION OF A Y-ROAD NORTH, 43
 FQ0845'FEET NORTHEAST AND 2 FEET HIGHER THAN THE CENTER OF THE ROAD, 2.5
 FQ0845'FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0672 ***********************************************************************
 GP0672  DESIGNATION -  104 DOR
 GP0672  PID         -  GP0672
 GP0672  STATE/COUNTY-  AZ/COCONINO
 GP0672  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0672
 GP0672                         *CURRENT SURVEY CONTROL
 GP0672  ___________________________________________________________________
 GP0672* NAD 83(1986)-  36 31 53.     (N)    110 49 57.     (W)     SCALED    
 GP0672* NAVD 88     -      1870.304  (meters)    6136.16   (feet)  ADJUSTED  
 GP0672  ___________________________________________________________________
 GP0672  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 GP0672  DYNAMIC HT  -        1867.974 (meters)    6128.51  (feet)  COMP
 GP0672  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 GP0672
 GP0672  VERT ORDER  -  SECOND    CLASS 0
 GP0672
 GP0672.The horizontal coordinates were scaled from a topographic map and have
 GP0672.an estimated accuracy of +/- 6 seconds.
 GP0672
 GP0672.The orthometric height was determined by differential leveling
 GP0672.and adjusted in June 1991.
 GP0672
 GP0672.The geoid height was determined by GEOID03.
 GP0672
 GP0672.The dynamic height is computed by dividing the NAVD 88
 GP0672.geopotential number by the normal gravity value computed on the
 GP0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0672.degrees latitude (g = 980.6199 gals.).
 GP0672
 GP0672.The modeled gravity was interpolated from observed gravity values.
 GP0672
 GP0672;                    North         East    Units  Estimated Accuracy
 GP0672;SPC AZ C     -   614,020.      310,440.      MT  (+/- 180 meters Scaled)
 GP0672
 GP0672                          SUPERSEDED SURVEY CONTROL
 GP0672
 GP0672.No superseded survey control is available for this station.
 GP0672
 GP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF149429(NAD 83)
 GP0672_MARKER: DB = BENCH MARK DISK
 GP0672_SETTING: 66 = SET IN ROCK OUTCROP
 GP0672_SP_SET: ROCK OUTCROP
 GP0672_STAMPING: 104 DOR 1969 6133
 GP0672_MARK LOGO: USGS  
 GP0672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0672+STABILITY: POSITION/ELEVATION WELL
 GP0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0672+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0672
 GP0672  HISTORY     - Date     Condition        Report By
 GP0672  HISTORY     - 1969     MONUMENTED       USGS
 GP0672
 GP0672                          STATION DESCRIPTION
 GP0672
 GP0672'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0672'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0672'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0672'NORTH, THENCE 11.2 MILES NORTH AND NORTHEAST TO THE TOP OF A SLIGHT
 GP0672'RISE, 0.5 MILES SOUTHEAST OF A GROUP OF HOUSES, 130 FEET EAST OF A
 GP0672'TELEPHONE LINE, 80 FEET EAST AND 6 FEET LOWER THAN THE ROAD, 3 FEET
 GP0672'WEST OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0454 ***********************************************************************
 DV0454  DESIGNATION -  104 Z
 DV0454  PID         -  DV0454
 DV0454  STATE/COUNTY-  AZ/MARICOPA
 DV0454  USGS QUAD   -  FOWLER (1982)
 DV0454
 DV0454                         *CURRENT SURVEY CONTROL
 DV0454  ___________________________________________________________________
 DV0454* NAD 83(1986)-  33 24 29.     (N)    112 14 16.     (W)     SCALED    
 DV0454* NAVD 88     -       301.63   (+/-2cm)     989.6    (feet)  VERTCON   
 DV0454  ___________________________________________________________________
 DV0454  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0454
 DV0454.The horizontal coordinates were scaled from a topographic map and have
 DV0454.an estimated accuracy of +/- 6 seconds.
 DV0454
 DV0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0454.The vertical order pertains to the NGVD 29 superseded value.
 DV0454
 DV0454.The geoid height was determined by GEOID03.
 DV0454
 DV0454;                    North         East    Units  Estimated Accuracy
 DV0454;SPC AZ C     -   267,050.      183,490.      MT  (+/- 180 meters Scaled)
 DV0454
 DV0454                          SUPERSEDED SURVEY CONTROL
 DV0454
 DV0454  NGVD 29 (??/??/92)  300.989  (m)          987.49   (f) ADJ UNCH    2 0
 DV0454
 DV0454.Superseded values are not recommended for survey control.
 DV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0454.See file dsdata.txt to determine how the superseded data were derived.
 DV0454
 DV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB849972(NAD 83)
 DV0454_MARKER: DD = SURVEY DISK
 DV0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0454_STAMPING: 104 Z 1962
 DV0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0454+STABILITY: SURFACE MOTION
 DV0454
 DV0454  HISTORY     - Date     Condition        Report By
 DV0454  HISTORY     - 1962     MONUMENTED       AZHD
 DV0454  HISTORY     - 1962     GOOD             NGS
 DV0454  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0454  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0454
 DV0454                          STATION DESCRIPTION
 DV0454
 DV0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0454'9.1 MI SW FROM PHOENIX.
 DV0454'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0454'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0454'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0454'AVENUE THEN WEST ON BROADWAY FOR 3 MILES TO THE JUNCTION OF BROADWAY
 DV0454'AND 83RD AVENUE.  THE MARK IS LOCATED 2.4 FT. SOUTH OF A WITNESS POST,
 DV0454'30 FT. EAST OF THE CENTER OF 83RD AVENUE, 30 FT SOUTH OF CENTER OF
 DV0454'BROADWAY, FT. SOUTHWEST OF FENCECORNER. THE MARK IS A DISK SET IN TOP
 DV0454'OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0454
 DV0454                          STATION RECOVERY (1992)
 DV0454
 DV0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0454'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0454'ASSUMED DESTROYED.
 DV0454
 DV0454                          STATION RECOVERY (2007)
 DV0454
 DV0454'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0774 ***********************************************************************
 DW0774  DESIGNATION -  1042.20
 DW0774  PID         -  DW0774
 DW0774  STATE/COUNTY-  AZ/LA PAZ
 DW0774  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0774
 DW0774                         *CURRENT SURVEY CONTROL
 DW0774  ___________________________________________________________________
 DW0774* NAD 83(1986)-  33 38 52.     (N)    114 17 11.     (W)     SCALED    
 DW0774* NAVD 88     -       318.398  (meters)    1044.61   (feet)  ADJUSTED  
 DW0774  ___________________________________________________________________
 DW0774  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DW0774  DYNAMIC HT  -         318.040 (meters)    1043.44  (feet)  COMP
 DW0774  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 DW0774
 DW0774  VERT ORDER  -  FIRST     CLASS II
 DW0774
 DW0774.The horizontal coordinates were scaled from a topographic map and have
 DW0774.an estimated accuracy of +/- 6 seconds.
 DW0774
 DW0774.The orthometric height was determined by differential leveling
 DW0774.and adjusted in June 1991.
 DW0774
 DW0774.The geoid height was determined by GEOID03.
 DW0774
 DW0774.The dynamic height is computed by dividing the NAVD 88
 DW0774.geopotential number by the normal gravity value computed on the
 DW0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0774.degrees latitude (g = 980.6199 gals.).
 DW0774
 DW0774.The modeled gravity was interpolated from observed gravity values.
 DW0774
 DW0774;                    North         East    Units  Estimated Accuracy
 DW0774;SPC AZ W     -   293,730.      163,610.      MT  (+/- 180 meters Scaled)
 DW0774
 DW0774                          SUPERSEDED SURVEY CONTROL
 DW0774
 DW0774  NGVD 29 (??/??/??)  317.712  (m)         1042.36   (f) ADJUSTED    1 2
 DW0774
 DW0774.Superseded values are not recommended for survey control.
 DW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0774.See file dsdata.txt to determine how the superseded data were derived.
 DW0774
 DW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT516264(NAD 83)
 DW0774_MARKER: DD = SURVEY DISK
 DW0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0774_SP_SET: HEADWALL
 DW0774_STAMPING: 1042.20 820+55
 DW0774_MARK LOGO: AZHD  
 DW0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0774
 DW0774  HISTORY     - Date     Condition        Report By
 DW0774  HISTORY     - UNK      MONUMENTED       AZHD
 DW0774  HISTORY     - 1934     GOOD             NGS
 DW0774  HISTORY     - 1981     GOOD             NGS
 DW0774  HISTORY     - 20090218 GOOD             GEOCAC
 DW0774
 DW0774                          STATION DESCRIPTION
 DW0774
 DW0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0774'3.2 MI W FROM QUARTZSITE.
 DW0774'3.2 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0774'COUNTY, AT STATION 820+55, AT A CONCRETE CULVERT, AND IN THE
 DW0774'CENTER OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY
 DW0774'DEPARTMENT STANDARD DISK, STAMPED 1042.20 820+55.
 DW0774
 DW0774                          STATION RECOVERY (1981)
 DW0774
 DW0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0774'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0774'95 OVERPASS IN QUARTZSITE, THENCE 4.7 KM (2.95 MI) WEST ALONG OLD U.S.
 DW0774'HIGHWAY 60, IN TOP OF THE SOUTH HEADWALL OF A 36-INCH CORRUGATED PIPE
 DW0774'CULVERT UNDER THE HIGHWAY, 5.6 METERS (18.5 FT) SOUTH OF THE
 DW0774'CENTERLINE OF THE HIGHWAY.
 DW0774
 DW0774                          STATION RECOVERY (2009)
 DW0774
 DW0774'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0774'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW0774'COORDINATES OF N 33 38 53.9 W 114 17 12.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1689 ***********************************************************************
 DV1689  DESIGNATION -  1042.71
 DV1689  PID         -  DV1689
 DV1689  STATE/COUNTY-  AZ/MARICOPA
 DV1689  USGS QUAD   -  TOLLESON (1982)
 DV1689
 DV1689                         *CURRENT SURVEY CONTROL
 DV1689  ___________________________________________________________________
 DV1689* NAD 83(1986)-  33 27 40.     (N)    112 16 20.     (W)     SCALED    
 DV1689* NAVD 88     -       318.462  (meters)    1044.82   (feet)  ADJUSTED  
 DV1689  ___________________________________________________________________
 DV1689  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1689  DYNAMIC HT  -         318.089 (meters)    1043.60  (feet)  COMP
 DV1689  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1689
 DV1689  VERT ORDER  -  SECOND    CLASS I
 DV1689
 DV1689.The horizontal coordinates were scaled from a topographic map and have
 DV1689.an estimated accuracy of +/- 6 seconds.
 DV1689
 DV1689.The orthometric height was determined by differential leveling
 DV1689.and adjusted in November 1993.
 DV1689
 DV1689.The geoid height was determined by GEOID03.
 DV1689
 DV1689.The dynamic height is computed by dividing the NAVD 88
 DV1689.geopotential number by the normal gravity value computed on the
 DV1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1689.degrees latitude (g = 980.6199 gals.).
 DV1689
 DV1689.The modeled gravity was interpolated from observed gravity values.
 DV1689
 DV1689;                    North         East    Units  Estimated Accuracy
 DV1689;SPC AZ C     -   272,940.      180,310.      MT  (+/- 180 meters Scaled)
 DV1689
 DV1689                          SUPERSEDED SURVEY CONTROL
 DV1689
 DV1689.No superseded survey control is available for this station.
 DV1689
 DV1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1689_MARKER: DB = BENCH MARK DISK
 DV1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1689_SP_SET: CONCRETE OVERPASS
 DV1689_STAMPING: 1042.71 1981
 DV1689_MARK LOGO: AZDT  
 DV1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1689+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DV1689
 DV1689  HISTORY     - Date     Condition        Report By
 DV1689  HISTORY     - 1981     MONUMENTED       AZDT
 DV1689  HISTORY     - 1982     GOOD             AZDT
 DV1689  HISTORY     - 20060324 GOOD             USPSQD
 DV1689  HISTORY     - 20070523 GOOD             GEOCAC
 DV1689
 DV1689                          STATION DESCRIPTION
 DV1689
 DV1689'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1689'IN TOLLESON.
 DV1689'IN TOLLESON, THE STATION IS CEMENTED IN THE SOUTHEAST CONCRETE
 DV1689'HANDRAIL OF THE EAST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1689'STANDARD AZDT ALUMINIUM CAP.
 DV1689
 DV1689                          STATION RECOVERY (2006)
 DV1689
 DV1689'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1689'RECOVERED IN GOOD CONDITION.
 DV1689
 DV1689                          STATION RECOVERY (2007)
 DV1689
 DV1689'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1688 ***********************************************************************
 DV1688  DESIGNATION -  1042.72
 DV1688  PID         -  DV1688
 DV1688  STATE/COUNTY-  AZ/MARICOPA
 DV1688  USGS QUAD   -  TOLLESON (1982)
 DV1688
 DV1688                         *CURRENT SURVEY CONTROL
 DV1688  ___________________________________________________________________
 DV1688* NAD 83(1986)-  33 27 40.     (N)    112 16 20.     (W)     SCALED    
 DV1688* NAVD 88     -       318.470  (meters)    1044.85   (feet)  ADJUSTED  
 DV1688  ___________________________________________________________________
 DV1688  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1688  DYNAMIC HT  -         318.097 (meters)    1043.62  (feet)  COMP
 DV1688  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1688
 DV1688  VERT ORDER  -  SECOND    CLASS I
 DV1688
 DV1688.The horizontal coordinates were scaled from a topographic map and have
 DV1688.an estimated accuracy of +/- 6 seconds.
 DV1688
 DV1688.The orthometric height was determined by differential leveling
 DV1688.and adjusted in November 1993.
 DV1688
 DV1688.The geoid height was determined by GEOID03.
 DV1688
 DV1688.The dynamic height is computed by dividing the NAVD 88
 DV1688.geopotential number by the normal gravity value computed on the
 DV1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1688.degrees latitude (g = 980.6199 gals.).
 DV1688
 DV1688.The modeled gravity was interpolated from observed gravity values.
 DV1688
 DV1688;                    North         East    Units  Estimated Accuracy
 DV1688;SPC AZ C     -   272,940.      180,310.      MT  (+/- 180 meters Scaled)
 DV1688
 DV1688                          SUPERSEDED SURVEY CONTROL
 DV1688
 DV1688.No superseded survey control is available for this station.
 DV1688
 DV1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1688_MARKER: DB = BENCH MARK DISK
 DV1688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1688_SP_SET: CONCRETE OVERPASS
 DV1688_STAMPING: 1042.72 1981
 DV1688_MARK LOGO: AZDT  
 DV1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1688+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DV1688
 DV1688  HISTORY     - Date     Condition        Report By
 DV1688  HISTORY     - 1981     MONUMENTED       AZDT
 DV1688  HISTORY     - 1982     GOOD             AZDT
 DV1688  HISTORY     - 20060324 GOOD             USPSQD
 DV1688  HISTORY     - 20070523 GOOD             GEOCAC
 DV1688
 DV1688                          STATION DESCRIPTION
 DV1688
 DV1688'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1688'IN TOLLESON.
 DV1688'IN TOLLESON, THE STATION IS CEMENTED IN THE NORTHWEST CONCRETE
 DV1688'HANDRAIL OF THE WEST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1688'STANDARD AZDT ALUMINIUM CAP.
 DV1688
 DV1688                          STATION RECOVERY (2006)
 DV1688
 DV1688'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1688'RECOVERED IN GOOD CONDITION.
 DV1688
 DV1688                          STATION RECOVERY (2007)
 DV1688
 DV1688'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1691 ***********************************************************************
 DV1691  DESIGNATION -  1043.88
 DV1691  PID         -  DV1691
 DV1691  STATE/COUNTY-  AZ/MARICOPA
 DV1691  USGS QUAD   -  TOLLESON (1982)
 DV1691
 DV1691                         *CURRENT SURVEY CONTROL
 DV1691  ___________________________________________________________________
 DV1691* NAD 83(1986)-  33 27 41.     (N)    112 16 20.     (W)     SCALED    
 DV1691* NAVD 88     -       318.822  (meters)    1046.00   (feet)  ADJUSTED  
 DV1691  ___________________________________________________________________
 DV1691  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1691  DYNAMIC HT  -         318.448 (meters)    1044.77  (feet)  COMP
 DV1691  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1691
 DV1691  VERT ORDER  -  SECOND    CLASS I
 DV1691
 DV1691.The horizontal coordinates were scaled from a topographic map and have
 DV1691.an estimated accuracy of +/- 6 seconds.
 DV1691
 DV1691.The orthometric height was determined by differential leveling
 DV1691.and adjusted in November 1993.
 DV1691
 DV1691.The geoid height was determined by GEOID03.
 DV1691
 DV1691.The dynamic height is computed by dividing the NAVD 88
 DV1691.geopotential number by the normal gravity value computed on the
 DV1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1691.degrees latitude (g = 980.6199 gals.).
 DV1691
 DV1691.The modeled gravity was interpolated from observed gravity values.
 DV1691
 DV1691;                    North         East    Units  Estimated Accuracy
 DV1691;SPC AZ C     -   272,980.      180,310.      MT  (+/- 180 meters Scaled)
 DV1691
 DV1691                          SUPERSEDED SURVEY CONTROL
 DV1691
 DV1691.No superseded survey control is available for this station.
 DV1691
 DV1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1691_MARKER: DB = BENCH MARK DISK
 DV1691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1691_SP_SET: CONCRETE OVERPASS
 DV1691_STAMPING: 1043.88 1981
 DV1691_MARK LOGO: AZDT  
 DV1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1691+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1691
 DV1691  HISTORY     - Date     Condition        Report By
 DV1691  HISTORY     - 1981     MONUMENTED       AZDT
 DV1691  HISTORY     - 1982     GOOD             AZDT
 DV1691  HISTORY     - 20060324 GOOD             USPSQD
 DV1691  HISTORY     - 20070523 MARK NOT FOUND   GEOCAC
 DV1691
 DV1691                          STATION DESCRIPTION
 DV1691
 DV1691'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1691'IN TOLLESON.
 DV1691'IN TOLLESON, THE STATION IS CEMENTED IN THE SOUTHEAST CONCRETE
 DV1691'HANDRAIL OF THE WEST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1691'STANDARD AZDT ALUMINIUM CAP.
 DV1691
 DV1691                          STATION RECOVERY (2006)
 DV1691
 DV1691'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1691'RECOVERED IN GOOD CONDITION.
 DV1691
 DV1691                          STATION RECOVERY (2007)
 DV1691
 DV1691'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1690 ***********************************************************************
 DV1690  DESIGNATION -  1043.91
 DV1690  PID         -  DV1690
 DV1690  STATE/COUNTY-  AZ/MARICOPA
 DV1690  USGS QUAD   -  TOLLESON (1982)
 DV1690
 DV1690                         *CURRENT SURVEY CONTROL
 DV1690  ___________________________________________________________________
 DV1690* NAD 83(1986)-  33 27 41.     (N)    112 16 20.     (W)     SCALED    
 DV1690* NAVD 88     -       318.839  (meters)    1046.06   (feet)  ADJUSTED  
 DV1690  ___________________________________________________________________
 DV1690  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1690  DYNAMIC HT  -         318.465 (meters)    1044.83  (feet)  COMP
 DV1690  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1690
 DV1690  VERT ORDER  -  SECOND    CLASS I
 DV1690
 DV1690.The horizontal coordinates were scaled from a topographic map and have
 DV1690.an estimated accuracy of +/- 6 seconds.
 DV1690
 DV1690.The orthometric height was determined by differential leveling
 DV1690.and adjusted in November 1993.
 DV1690
 DV1690.The geoid height was determined by GEOID03.
 DV1690
 DV1690.The dynamic height is computed by dividing the NAVD 88
 DV1690.geopotential number by the normal gravity value computed on the
 DV1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1690.degrees latitude (g = 980.6199 gals.).
 DV1690
 DV1690.The modeled gravity was interpolated from observed gravity values.
 DV1690
 DV1690;                    North         East    Units  Estimated Accuracy
 DV1690;SPC AZ C     -   272,980.      180,310.      MT  (+/- 180 meters Scaled)
 DV1690
 DV1690                          SUPERSEDED SURVEY CONTROL
 DV1690
 DV1690.No superseded survey control is available for this station.
 DV1690
 DV1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1690_MARKER: DB = BENCH MARK DISK
 DV1690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1690_SP_SET: CONCRETE OVERPASS
 DV1690_STAMPING: 1043.91 1981
 DV1690_MARK LOGO: AZDT  
 DV1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1690+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1690
 DV1690  HISTORY     - Date     Condition        Report By
 DV1690  HISTORY     - 1981     MONUMENTED       AZDT
 DV1690  HISTORY     - 1982     GOOD             AZDT
 DV1690  HISTORY     - 20060324 GOOD             USPSQD
 DV1690  HISTORY     - 20070523 GOOD             GEOCAC
 DV1690
 DV1690                          STATION DESCRIPTION
 DV1690
 DV1690'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1690'IN TOLLESON.
 DV1690'IN TOLLESON, THE STATION IS CEMENTED IN THE NORTHWEST CONCRETE
 DV1690'HANDRAIL OF THE EAST BOUND INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1690'STANDARD AZDT ALUMINIUM CAP.
 DV1690
 DV1690                          STATION RECOVERY (2006)
 DV1690
 DV1690'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1690'RECOVERED IN GOOD CONDITION.
 DV1690
 DV1690                          STATION RECOVERY (2007)
 DV1690
 DV1690'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0040 ***********************************************************************
 DU0040  DESIGNATION -  1046+80
 DU0040  PID         -  DU0040
 DU0040  STATE/COUNTY-  AZ/GILA
 DU0040  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0040
 DU0040                         *CURRENT SURVEY CONTROL
 DU0040  ___________________________________________________________________
 DU0040* NAD 83(1986)-  33 51 01.     (N)    110 25 19.     (W)     SCALED    
 DU0040* NAVD 88     -      1477.289  (meters)    4846.74   (feet)  ADJUSTED  
 DU0040  ___________________________________________________________________
 DU0040  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DU0040  DYNAMIC HT  -        1475.179 (meters)    4839.82  (feet)  COMP
 DU0040  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 DU0040
 DU0040  VERT ORDER  -  FIRST     CLASS II
 DU0040
 DU0040.The horizontal coordinates were scaled from a topographic map and have
 DU0040.an estimated accuracy of +/- 6 seconds.
 DU0040
 DU0040.The orthometric height was determined by differential leveling
 DU0040.and adjusted in June 1991.
 DU0040.WARNING-Repeat measurements at this control monument indicate possible
 DU0040.vertical movement.
 DU0040
 DU0040.The geoid height was determined by GEOID03.
 DU0040
 DU0040.The dynamic height is computed by dividing the NAVD 88
 DU0040.geopotential number by the normal gravity value computed on the
 DU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0040.degrees latitude (g = 980.6199 gals.).
 DU0040
 DU0040.The modeled gravity was interpolated from observed gravity values.
 DU0040
 DU0040;                    North         East    Units  Estimated Accuracy
 DU0040;SPC AZ E     -   316,080.      189,740.      MT  (+/- 180 meters Scaled)
 DU0040
 DU0040                          SUPERSEDED SURVEY CONTROL
 DU0040
 DU0040  NGVD 29 (??/??/92) 1476.575  (m)         4844.40   (f) ADJ UNCH    1 2
 DU0040
 DU0040.Superseded values are not recommended for survey control.
 DU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0040.See file dsdata.txt to determine how the superseded data were derived.
 DU0040
 DU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC534457(NAD 83)
 DU0040_MARKER: DD = SURVEY DISK
 DU0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0040_SP_SET: CULVERT
 DU0040_STAMPING: 1046+80 4846.06 46 4845 1947 36
 DU0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0040
 DU0040  HISTORY     - Date     Condition        Report By
 DU0040  HISTORY     - 1947     MONUMENTED       AZHD
 DU0040  HISTORY     - 1960     GOOD             NGS
 DU0040  HISTORY     - 1979     GOOD             NGS
 DU0040
 DU0040                          STATION DESCRIPTION
 DU0040
 DU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0040'14.35 MI NE FROM SENECA.
 DU0040'ABOUT 14.35 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0040'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN
 DU0040'THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A 36-INCH
 DU0040'CULVERT, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 8
 DU0040'FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0040
 DU0040                          STATION RECOVERY (1979)
 DU0040
 DU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0040'8.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0040'IN SALT RIVER CANYON, 0.1 MILE NORTHEAST OF MILE POST 301, SET IN THE
 DU0040'TOP OF THE WEST HEADWALL OF A 36-INCH CONCRETE CULVERT, 31 FEET WEST
 DU0040'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU0040'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0040'THE MARK IS 8 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1346 ***********************************************************************
 DV1346  DESIGNATION -  1048.44
 DV1346  PID         -  DV1346
 DV1346  STATE/COUNTY-  AZ/MARICOPA
 DV1346  USGS QUAD   -  PERRYVILLE (1982)
 DV1346
 DV1346                         *CURRENT SURVEY CONTROL
 DV1346  ___________________________________________________________________
 DV1346* NAD 83(1986)-  33 27 40.     (N)    112 26 40.     (W)     SCALED    
 DV1346* NAVD 88     -       320.131  (meters)    1050.30   (feet)  ADJUSTED  
 DV1346  ___________________________________________________________________
 DV1346  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV1346  DYNAMIC HT  -         319.763 (meters)    1049.09  (feet)  COMP
 DV1346  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV1346
 DV1346  VERT ORDER  -  FIRST     CLASS II
 DV1346
 DV1346.The horizontal coordinates were scaled from a topographic map and have
 DV1346.an estimated accuracy of +/- 6 seconds.
 DV1346
 DV1346.The orthometric height was determined by differential leveling
 DV1346.and adjusted in November 1993.
 DV1346
 DV1346.The geoid height was determined by GEOID03.
 DV1346
 DV1346.The dynamic height is computed by dividing the NAVD 88
 DV1346.geopotential number by the normal gravity value computed on the
 DV1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1346.degrees latitude (g = 980.6199 gals.).
 DV1346
 DV1346.The modeled gravity was interpolated from observed gravity values.
 DV1346
 DV1346;                    North         East    Units  Estimated Accuracy
 DV1346;SPC AZ C     -   273,010.      164,300.      MT  (+/- 180 meters Scaled)
 DV1346
 DV1346                          SUPERSEDED SURVEY CONTROL
 DV1346
 DV1346.No superseded survey control is available for this station.
 DV1346
 DV1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC657033(NAD 83)
 DV1346_MARKER: DB = BENCH MARK DISK
 DV1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1346_SP_SET: CONCRETE BRIDGE
 DV1346_STAMPING: 1048.44
 DV1346_MARK LOGO: AZDT  
 DV1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1346
 DV1346  HISTORY     - Date     Condition        Report By
 DV1346  HISTORY     - UNK      MONUMENTED       AZDT
 DV1346  HISTORY     - 1981     GOOD             AZDT
 DV1346
 DV1346                          STATION DESCRIPTION
 DV1346
 DV1346'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1346'7.0 MI NW FROM GOODYEAR.
 DV1346'6.0 MI (9.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1346'INTERSECTION OF DYSART ROAD TO CITRUS ROAD OVERPASS AND THE MARK.  A
 DV1346'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHEAST DADO OF THE
 DV1346'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1345 ***********************************************************************
 DV1345  DESIGNATION -  1048.72
 DV1345  PID         -  DV1345
 DV1345  STATE/COUNTY-  AZ/MARICOPA
 DV1345  USGS QUAD   -  PERRYVILLE (1982)
 DV1345
 DV1345                         *CURRENT SURVEY CONTROL
 DV1345  ___________________________________________________________________
 DV1345* NAD 83(1986)-  33 27 40.     (N)    112 26 40.     (W)     SCALED    
 DV1345* NAVD 88     -       320.217  (meters)    1050.58   (feet)  ADJUSTED  
 DV1345  ___________________________________________________________________
 DV1345  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV1345  DYNAMIC HT  -         319.849 (meters)    1049.37  (feet)  COMP
 DV1345  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV1345
 DV1345  VERT ORDER  -  FIRST     CLASS II
 DV1345
 DV1345.The horizontal coordinates were scaled from a topographic map and have
 DV1345.an estimated accuracy of +/- 6 seconds.
 DV1345
 DV1345.The orthometric height was determined by differential leveling
 DV1345.and adjusted in November 1993.
 DV1345
 DV1345.The geoid height was determined by GEOID03.
 DV1345
 DV1345.The dynamic height is computed by dividing the NAVD 88
 DV1345.geopotential number by the normal gravity value computed on the
 DV1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1345.degrees latitude (g = 980.6199 gals.).
 DV1345
 DV1345.The modeled gravity was interpolated from observed gravity values.
 DV1345
 DV1345;                    North         East    Units  Estimated Accuracy
 DV1345;SPC AZ C     -   273,010.      164,300.      MT  (+/- 180 meters Scaled)
 DV1345
 DV1345                          SUPERSEDED SURVEY CONTROL
 DV1345
 DV1345.No superseded survey control is available for this station.
 DV1345
 DV1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC657033(NAD 83)
 DV1345_MARKER: DB = BENCH MARK DISK
 DV1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1345_SP_SET: CONCRETE BRIDGE
 DV1345_STAMPING: 1048.72
 DV1345_MARK LOGO: AZDT  
 DV1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1345
 DV1345  HISTORY     - Date     Condition        Report By
 DV1345  HISTORY     - UNK      MONUMENTED       AZDT
 DV1345  HISTORY     - 1981     GOOD             AZDT
 DV1345
 DV1345                          STATION DESCRIPTION
 DV1345
 DV1345'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1345'7.0 MI NW FROM GOODYEAR.
 DV1345'6.0 MI (9.7 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1345'INTERSECTION OF DYSART ROAD TO CITRUS ROAD OVERPASS AND THE MARK.  A
 DV1345'STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1345'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1434 ***********************************************************************
 DU1434  DESIGNATION -  104TH
 DU1434  PID         -  DU1434
 DU1434  STATE/COUNTY-  AZ/MARICOPA
 DU1434  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1434
 DU1434                         *CURRENT SURVEY CONTROL
 DU1434  ___________________________________________________________________
 DU1434* NAD 83(2007)-  33 23 11.32933(N)    111 36 21.61080(W)     ADJUSTED  
 DU1434* NAVD 88     -       462.556  (meters)    1517.57   (feet)  ADJUSTED  
 DU1434  ___________________________________________________________________
 DU1434  EPOCH DATE  -        2007.00
 DU1434  X           -  -1,963,127.517 (meters)                     COMP
 DU1434  Y           -  -4,956,776.754 (meters)                     COMP
 DU1434  Z           -   3,490,066.407 (meters)                     COMP
 DU1434  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DU1434  ELLIP HEIGHT-         432.920 (meters)          (02/10/07) ADJUSTED
 DU1434  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1434  DYNAMIC HT  -         462.001 (meters)    1515.75  (feet)  COMP
 DU1434
 DU1434  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1434  Type    PID    Designation                      North   East  Ellip
 DU1434  -------------------------------------------------------------------
 DU1434  NETWORK DU1434 104TH                             3.35   2.69   8.57
 DU1434  -------------------------------------------------------------------
 DU1434  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 DU1434
 DU1434  VERT ORDER  -  FIRST     CLASS I
 DU1434
 DU1434.The horizontal coordinates were established by GPS observations
 DU1434.and adjusted by the National Geodetic Survey in February 2007.
 DU1434
 DU1434.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1434.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1434.The horizontal coordinates are valid at the epoch date displayed above.
 DU1434.The epoch date for horizontal control is a decimal equivalence
 DU1434.of Year/Month/Day.
 DU1434
 DU1434.The orthometric height was determined by differential leveling
 DU1434.and adjusted in November 1993.
 DU1434
 DU1434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1434
 DU1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1434
 DU1434.The ellipsoidal height was determined by GPS observations
 DU1434.and is referenced to NAD 83.
 DU1434
 DU1434.The geoid height was determined by GEOID03.
 DU1434
 DU1434.The dynamic height is computed by dividing the NAVD 88
 DU1434.geopotential number by the normal gravity value computed on the
 DU1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1434.degrees latitude (g = 980.6199 gals.).
 DU1434
 DU1434.The modeled gravity was interpolated from observed gravity values.
 DU1434
 DU1434;                    North         East     Units Scale Factor Converg.
 DU1434;SPC AZ C     -   264,654.101   242,262.447   MT  0.99991030   +0 10 15.4
 DU1434;SPC AZ C     -   868,287.73    794,824.30   iFT  0.99991030   +0 10 15.4
 DU1434;UTM  12      - 3,694,297.550   443,637.405   MT  0.99963916   -0 20 00.5
 DU1434
 DU1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1434!SPC AZ C     -   0.99993204  x   0.99991030  =   0.99984234
 DU1434!UTM  12      -   0.99993204  x   0.99963916  =   0.99957122
 DU1434
 DU1434|---------------------------------------------------------------------|
 DU1434| PID    Reference Object                     Distance      Geod. Az  |
 DU1434|                                                           dddmmss.s |
 DU1434| DU1435 104TH RM 1                           12.930 METERS 08947     |
 DU1434| DU1433 104TH RM 2                           13.079 METERS 27001     |
 DU1434| DU1423 96TH                                APPROX. 1.7 KM 2700325.8 |
 DU1434|---------------------------------------------------------------------|
 DU1434
 DU1434                          SUPERSEDED SURVEY CONTROL
 DU1434
 DU1434  ELLIP H (06/11/02)  432.995  (m)                       GP(       ) 4 2
 DU1434  NAD 83(1992)-  33 23 11.32509(N)    111 36 21.60814(W) AD(       ) 2
 DU1434  ELLIP H (08/23/93)  433.053  (m)                       GP(       ) 4 2
 DU1434  NAD 83(1986)-  33 23 11.32128(N)    111 36 21.61070(W) AD(       ) 2
 DU1434  NAD 27      -  33 23 11.14597(N)    111 36 19.12834(W) AD(       ) 2
 DU1434  NGVD 29 (??/??/92)  462.470  (m)         1517.29   (f) ADJ UNCH    1 1
 DU1434
 DU1434.Superseded values are not recommended for survey control.
 DU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1434.See file dsdata.txt to determine how the superseded data were derived.
 DU1434
 DU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4363794298(NAD 83)
 DU1434_MARKER: DD = SURVEY DISK
 DU1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1434_SP_SET: CONCRETE POST
 DU1434_STAMPING: 104TH P M GS
 DU1434_MARK LOGO: AZHD  
 DU1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1434+STABILITY: SURFACE MOTION
 DU1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1434+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1434
 DU1434  HISTORY     - Date     Condition        Report By
 DU1434  HISTORY     - 1974     MONUMENTED       AZDT
 DU1434  HISTORY     - 1975     GOOD             AZDT
 DU1434  HISTORY     - 1984     GOOD             AZDT
 DU1434  HISTORY     - 1986     GOOD             AZDT
 DU1434  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1434  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1434
 DU1434                          STATION DESCRIPTION
 DU1434
 DU1434'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1434'THE STATION IS LOCATED ABOUT 3.9 MILES WEST SOUTHWEST OF APACHE
 DU1434'JCT. AND 13.5 MILES EAST SOUTHEAST OF MESA ALONG THE SUPERSTITION
 DU1434'FREEWAY CENTERLINE.
 DU1434'
 DU1434'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 104TH
 DU1434'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT FLUSH
 DU1434'WITH THE GROUND.  THE STATION MARK IS 2.5 FEET WEST SOUTHWEST
 DU1434'OF A WITNESS POST.
 DU1434'
 DU1434'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 104TH
 DU1434'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1434'PROJECTING 0.4 FEET.
 DU1434'
 DU1434'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 104TH
 DU1434'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1434'PROJECTING 0.4 FEET.
 DU1434'
 DU1434'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1434'STATE ROUTE 88 AT APACHE JCT., GO WEST ON U.S. 60, 80, AND 89 FOR
 DU1434'3.3 MILES TO 104TH STREET, GO SOUTH ON 104TH STREET CROSSING
 DU1434'BROADWAY AND CONTINUE SOUTH ON MAIN TRAVELED TRAIL FOR 0.3 MILES
 DU1434'TO A CROSS TRAIL, CONTINUE SOUTH CROSSING ANOTHER EAST-WEST TRAIL
 DU1434'FOR 0.75 MILES TO A EAST-WEST TRAIL AND TURN RIGHT (WEST) ON
 DU1434'TRAIL FOR 200 FEET TO A NORTH-SOUTH POWER LINE ROAD.  TURN LEFT
 DU1434'(SOUTHERLY) ON POWER LINE ROAD FOR 0.5 MILES TO STATION WHICH IS
 DU1434'200 FEET ON WEST SIDE OF THE ROAD.
 DU1434'
 DU1434'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1434
 DU1434                          STATION RECOVERY (1975)
 DU1434
 DU1434'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1434'7.45 MI SE FROM BUCKHORN.
 DU1434'FROM THE INTERSECTION OF CRISMON ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1434'ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  190 FT. FROM A
 DU1434'TRACK ROAD PARALLELING A STEEL TOWER POWER LINE.  3 FT. NORTHWEST OF A
 DU1434'P AND M SURVEY SIGN.  7 FT. SOUTH OF A TRACK ROAD. SUPERSTITION
 DU1434'FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1434'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.05 FT.
 DU1434
 DU1434                          STATION RECOVERY (1984)
 DU1434
 DU1434'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1434'RECOVERED IN GOOD CONDITION.
 DU1434
 DU1434                          STATION RECOVERY (1986)
 DU1434
 DU1434'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1434'THE STATION WAS RECOVERED AT THIS DATE.
 DU1434'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1434'DESCRIPTION WAS ADEQUATE.
 DU1434
 DU1434                          STATION RECOVERY (2007)
 DU1434
 DU1434'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1434'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2.
 DU1434'MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE OCCURRED IN THIS AREA OF US
 DU1434'60, AND THE ADJUSTED COORDINATES FOR THE STATION POINT INTO THE
 DU1434'EASTBOUND LANES OF US 60. THE TRACK ROAD AND SURVEY SIGN WAS NOT
 DU1434'FOUND.
 DU1434
 DU1434                          STATION RECOVERY (2008)
 DU1434
 DU1434'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1434'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1434'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1434' 
 DU1434' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1435 ***********************************************************************
 DU1435  DESIGNATION -  104TH RM 1
 DU1435  PID         -  DU1435
 DU1435  STATE/COUNTY-  AZ/MARICOPA
 DU1435  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1435
 DU1435                         *CURRENT SURVEY CONTROL
 DU1435  ___________________________________________________________________
 DU1435* NAD 83(1986)-  33 23 12.     (N)    111 36 26.     (W)     SCALED    
 DU1435* NAVD 88     -       462.750  (meters)    1518.21   (feet)  ADJUSTED  
 DU1435  ___________________________________________________________________
 DU1435  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1435  DYNAMIC HT  -         462.194 (meters)    1516.38  (feet)  COMP
 DU1435  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 DU1435
 DU1435  VERT ORDER  -  FIRST     CLASS I
 DU1435
 DU1435.The horizontal coordinates were scaled from a topographic map and have
 DU1435.an estimated accuracy of +/- 6 seconds.
 DU1435
 DU1435.The orthometric height was determined by differential leveling
 DU1435.and adjusted in November 1993.
 DU1435
 DU1435.The geoid height was determined by GEOID03.
 DU1435
 DU1435.The dynamic height is computed by dividing the NAVD 88
 DU1435.geopotential number by the normal gravity value computed on the
 DU1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1435.degrees latitude (g = 980.6199 gals.).
 DU1435
 DU1435.The modeled gravity was interpolated from observed gravity values.
 DU1435
 DU1435;                    North         East    Units  Estimated Accuracy
 DU1435;SPC AZ C     -   264,670.      242,150.      MT  (+/- 180 meters Scaled)
 DU1435
 DU1435                          SUPERSEDED SURVEY CONTROL
 DU1435
 DU1435  NGVD 29 (??/??/92)  462.660  (m)         1517.91   (f) ADJ UNCH    1 1
 DU1435
 DU1435.Superseded values are not recommended for survey control.
 DU1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1435.See file dsdata.txt to determine how the superseded data were derived.
 DU1435
 DU1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB435943(NAD 83)
 DU1435_MARKER: DD = SURVEY DISK
 DU1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1435_STAMPING: 104TH RM 1
 DU1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1435+STABILITY: SURFACE MOTION
 DU1435
 DU1435  HISTORY     - Date     Condition        Report By
 DU1435  HISTORY     - 1974     MONUMENTED       AZDT
 DU1435  HISTORY     - 1975     GOOD             AZDT
 DU1435  HISTORY     - 1975     GOOD             AZDT
 DU1435  HISTORY     - 1984     GOOD             AZDT
 DU1435  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1435  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1435
 DU1435                          STATION DESCRIPTION
 DU1435
 DU1435'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1435'7.45 MI SE FROM BUCKHORN.
 DU1435'FROM THE INTERSECTION OF CRISMON ROAD AND THE SUPERSTITION FREEWAY
 DU1435'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1435'145 FT. EAST OF A TRACK ROAD WHICH PARALLELS A STEEL TOWER POWER LINE.
 DU1435'45 FT. EAST OF A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN
 DU1435'POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN.
 DU1435'CYLINDRICAL CONCRETE POST, UP 0.3 FT.
 DU1435
 DU1435                          STATION RECOVERY (1975)
 DU1435
 DU1435'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1435'FROM THE INTERSECTION OF CRISMON ROAD AND THE SUPERSTITION FREEWAY
 DU1435'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1435'145 FT. EAST OF A TRACK ROAD WHICH PARALLELS A STEEL TOWER POWER LINE.
 DU1435'45 FT. EAST OF A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN
 DU1435'POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN.
 DU1435'CYLINDRICAL CONCRETE POST, UP 0.3 FT.
 DU1435
 DU1435                          STATION RECOVERY (1984)
 DU1435
 DU1435'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1435'RECOVERED IN GOOD CONDITION.
 DU1435
 DU1435                          STATION RECOVERY (2007)
 DU1435
 DU1435'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1435'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1435'OCCURRED IN THIS AREA OF US 60, AND THE ADJUSTED COORDINATES FOR THE
 DU1435'MAIN STATION DU1434 POINT INTO THE EASTBOUND LANES OF US 60, AND THE
 DU1435'LOCATION FOR THIS STATION WOULD ALSO FALL INTO THE EASTBOUND LANES.
 DU1435'THE TRACK ROAD AND SURVEY SIGN WAS NOT FOUND.
 DU1435
 DU1435                          STATION RECOVERY (2008)
 DU1435
 DU1435'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1435'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1435'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1435' 
 DU1435' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1433 ***********************************************************************
 DU1433  DESIGNATION -  104TH RM 2
 DU1433  PID         -  DU1433
 DU1433  STATE/COUNTY-  AZ/MARICOPA
 DU1433  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1433
 DU1433                         *CURRENT SURVEY CONTROL
 DU1433  ___________________________________________________________________
 DU1433* NAD 83(1986)-  33 23 12.     (N)    111 36 14.     (W)     SCALED    
 DU1433* NAVD 88     -       462.597  (meters)    1517.70   (feet)  ADJUSTED  
 DU1433  ___________________________________________________________________
 DU1433  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1433  DYNAMIC HT  -         462.041 (meters)    1515.88  (feet)  COMP
 DU1433  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 DU1433
 DU1433  VERT ORDER  -  FIRST     CLASS I
 DU1433
 DU1433.The horizontal coordinates were scaled from a topographic map and have
 DU1433.an estimated accuracy of +/- 6 seconds.
 DU1433
 DU1433.The orthometric height was determined by differential leveling
 DU1433.and adjusted in November 1993.
 DU1433
 DU1433.The geoid height was determined by GEOID03.
 DU1433
 DU1433.The dynamic height is computed by dividing the NAVD 88
 DU1433.geopotential number by the normal gravity value computed on the
 DU1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1433.degrees latitude (g = 980.6199 gals.).
 DU1433
 DU1433.The modeled gravity was interpolated from observed gravity values.
 DU1433
 DU1433;                    North         East    Units  Estimated Accuracy
 DU1433;SPC AZ C     -   264,680.      242,460.      MT  (+/- 180 meters Scaled)
 DU1433
 DU1433                          SUPERSEDED SURVEY CONTROL
 DU1433
 DU1433  NGVD 29 (??/??/92)  462.512  (m)         1517.42   (f) ADJ UNCH    1 1
 DU1433
 DU1433.Superseded values are not recommended for survey control.
 DU1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1433.See file dsdata.txt to determine how the superseded data were derived.
 DU1433
 DU1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB438943(NAD 83)
 DU1433_MARKER: DD = SURVEY DISK
 DU1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1433_STAMPING: 104TH RM 2
 DU1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1433+STABILITY: SURFACE MOTION
 DU1433
 DU1433  HISTORY     - Date     Condition        Report By
 DU1433  HISTORY     - 1974     MONUMENTED       AZDT
 DU1433  HISTORY     - 1975     GOOD             AZDT
 DU1433  HISTORY     - 1975     GOOD             AZDT
 DU1433  HISTORY     - 1984     GOOD             AZDT
 DU1433  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1433  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1433
 DU1433                          STATION DESCRIPTION
 DU1433
 DU1433'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1433'7.45 MI SE FROM BUCKHORN.
 DU1433'FROM THE INTERSECTION OF CRISMON ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1433'ALONG THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  235 FT. WEST
 DU1433'OF A TRACK ROAD PARALLELING A STEEL TOWER POWER LINE.  45 FT. WEST OF
 DU1433'A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND
 DU1433'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A CYLINDRICAL CONCRETE
 DU1433'POST, UP 0.3 FT.
 DU1433
 DU1433                          STATION RECOVERY (1975)
 DU1433
 DU1433'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1433'FROM THE INTERSECTION OF CRISMON ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1433'ALONG THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  235 FT. WEST
 DU1433'OF A TRACK ROAD PARALLELING A STEEL TOWER POWER LINE.  45 FT. WEST OF
 DU1433'A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND
 DU1433'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A CYLINDRICAL CONCRETE
 DU1433'POST, UP 0.3 FT.
 DU1433
 DU1433                          STATION RECOVERY (1984)
 DU1433
 DU1433'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1433'RECOVERED IN GOOD CONDITION.
 DU1433
 DU1433                          STATION RECOVERY (2007)
 DU1433
 DU1433'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1433'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1433'OCCURRED IN THIS AREA OF US 60, AND THE ADJUSTED COORDINATES FOR THE
 DU1433'MAIN STATION DU1434 POINT INTO THE EASTBOUND LANES OF US 60, AND THE
 DU1433'LOCATION FOR THIS STATION WOULD ALSO FALL INTO THE EASTBOUND LANES.
 DU1433'THE TRACK ROAD AND SURVEY SIGN WAS NOT FOUND.
 DU1433
 DU1433                          STATION RECOVERY (2008)
 DU1433
 DU1433'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1433'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1433'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1433' 
 DU1433' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0597 ***********************************************************************
 ER0597  DESIGNATION -  105 BKC
 ER0597  PID         -  ER0597
 ER0597  STATE/COUNTY-  AZ/APACHE
 ER0597  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0597
 ER0597                         *CURRENT SURVEY CONTROL
 ER0597  ___________________________________________________________________
 ER0597* NAD 83(1986)-  34 27 18.     (N)    109 16 05.     (W)     SCALED    
 ER0597* NAVD 88     -      1905.412  (meters)    6251.34   (feet)  ADJUSTED  
 ER0597  ___________________________________________________________________
 ER0597  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 ER0597  DYNAMIC HT  -        1902.595 (meters)    6242.10  (feet)  COMP
 ER0597  MODELED GRAV-     979,089.5   (mgal)                       NAVD 88
 ER0597
 ER0597  VERT ORDER  -  SECOND    CLASS 0
 ER0597
 ER0597.The horizontal coordinates were scaled from a topographic map and have
 ER0597.an estimated accuracy of +/- 6 seconds.
 ER0597
 ER0597.The orthometric height was determined by differential leveling
 ER0597.and adjusted in June 1991.
 ER0597
 ER0597.The geoid height was determined by GEOID03.
 ER0597
 ER0597.The dynamic height is computed by dividing the NAVD 88
 ER0597.geopotential number by the normal gravity value computed on the
 ER0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0597.degrees latitude (g = 980.6199 gals.).
 ER0597
 ER0597.The modeled gravity was interpolated from observed gravity values.
 ER0597
 ER0597;                    North         East    Units  Estimated Accuracy
 ER0597;SPC AZ E     -   383,490.      295,930.      MT  (+/- 180 meters Scaled)
 ER0597
 ER0597                          SUPERSEDED SURVEY CONTROL
 ER0597
 ER0597  NGVD 29 (??/??/92) 1904.50   (m)         6248.3    (f) COMPUTED    2 0
 ER0597
 ER0597.Superseded values are not recommended for survey control.
 ER0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0597.See file dsdata.txt to determine how the superseded data were derived.
 ER0597
 ER0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD590139(NAD 83)
 ER0597_MARKER: DB = BENCH MARK DISK
 ER0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0597_SP_SET: COPPER-CLAD STEEL ROD
 ER0597_STAMPING: 105 BKC 1968 6248
 ER0597_MARK LOGO: USGS  
 ER0597_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0597+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0597
 ER0597  HISTORY     - Date     Condition        Report By
 ER0597  HISTORY     - 1968     MONUMENTED       USGS
 ER0597
 ER0597                          STATION DESCRIPTION
 ER0597
 ER0597'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0597'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0597'ALONG U S HIGHWAY 666, THENCE 6.2 MILES EAST ALONG A GRAVEL ROAD TO A
 ER0597'T-ROAD SOUTH, 46 FEET NORTH OF THE INTERSECTION, 0.5 FEET SOUTH OF A
 ER0597'WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE
 ER0597'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0568 ***********************************************************************
 ER0568  DESIGNATION -  105 DOR
 ER0568  PID         -  ER0568
 ER0568  STATE/COUNTY-  AZ/APACHE
 ER0568  USGS QUAD   -  LONG H RANCH (1984)
 ER0568
 ER0568                         *CURRENT SURVEY CONTROL
 ER0568  ___________________________________________________________________
 ER0568* NAD 83(1986)-  34 46 49.     (N)    109 28 35.     (W)     SCALED    
 ER0568* NAVD 88     -      1847.216  (meters)    6060.41   (feet)  ADJUSTED  
 ER0568  ___________________________________________________________________
 ER0568  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0568  DYNAMIC HT  -        1844.577 (meters)    6051.75  (feet)  COMP
 ER0568  MODELED GRAV-     979,140.6   (mgal)                       NAVD 88
 ER0568
 ER0568  VERT ORDER  -  SECOND    CLASS II
 ER0568
 ER0568.The horizontal coordinates were scaled from a topographic map and have
 ER0568.an estimated accuracy of +/- 6 seconds.
 ER0568
 ER0568.The orthometric height was determined by differential leveling
 ER0568.and adjusted in June 1991.
 ER0568
 ER0568.The geoid height was determined by GEOID03.
 ER0568
 ER0568.The dynamic height is computed by dividing the NAVD 88
 ER0568.geopotential number by the normal gravity value computed on the
 ER0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0568.degrees latitude (g = 980.6199 gals.).
 ER0568
 ER0568.The modeled gravity was interpolated from observed gravity values.
 ER0568
 ER0568;                    North         East    Units  Estimated Accuracy
 ER0568;SPC AZ E     -   419,420.      276,540.      MT  (+/- 180 meters Scaled)
 ER0568
 ER0568                          SUPERSEDED SURVEY CONTROL
 ER0568
 ER0568.No superseded survey control is available for this station.
 ER0568
 ER0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD394497(NAD 83)
 ER0568_MARKER: DB = BENCH MARK DISK
 ER0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0568_SP_SET: CONCRETE POST
 ER0568_STAMPING: 105 DOR 1972 6057
 ER0568_MARK LOGO: USGS  
 ER0568_PROJECTION: PROJECTING 5 CENTIMETERS
 ER0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0568+STABILITY: SURFACE MOTION
 ER0568
 ER0568  HISTORY     - Date     Condition        Report By
 ER0568  HISTORY     - 1972     MONUMENTED       USGS
 ER0568
 ER0568                          STATION DESCRIPTION
 ER0568
 ER0568'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0568'39.9 KM (24.80 MI) SSE FROM NAVAJO.
 ER0568'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0568'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0568'THENCE 11.9 MILES SOUTHERAST AND SOUTH ALONG A TRACK ROAD TO A GATE,
 ER0568'0.2 MILES SOUTH OF A WINDMILL, 170 FEET EAST OF A FENCE CROSSING, 50
 ER0568'FEET WEST OF THE ROAD AT A GATE, AND 2.0 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0452 ***********************************************************************
 GQ0452  DESIGNATION -  105 DOR
 GQ0452  PID         -  GQ0452
 GQ0452  STATE/COUNTY-  AZ/MOHAVE
 GQ0452  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0452
 GQ0452                         *CURRENT SURVEY CONTROL
 GQ0452  ___________________________________________________________________
 GQ0452* NAD 83(1986)-  36 44 17.     (N)    113 32 20.     (W)     SCALED    
 GQ0452* NAVD 88     -      1548.734  (meters)    5081.14   (feet)  POSTED    
 GQ0452  ___________________________________________________________________
 GQ0452  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 GQ0452  DYNAMIC HT  -        1546.960 (meters)    5075.32  (feet)  COMP
 GQ0452  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 GQ0452
 GQ0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0452
 GQ0452.The horizontal coordinates were scaled from a topographic map and have
 GQ0452.an estimated accuracy of +/- 6 seconds.
 GQ0452
 GQ0452.The orthometric height was determined by differential leveling
 GQ0452.and adjusted by the  in 1992.
 GQ0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0452.rate of 0.0 thru 1.0 mm/km.
 GQ0452
 GQ0452.The geoid height was determined by GEOID03.
 GQ0452
 GQ0452.The dynamic height is computed by dividing the NAVD 88
 GQ0452.geopotential number by the normal gravity value computed on the
 GQ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0452.degrees latitude (g = 980.6199 gals.).
 GQ0452
 GQ0452.The modeled gravity was interpolated from observed gravity values.
 GQ0452
 GQ0452;                    North         East    Units  Estimated Accuracy
 GQ0452;SPC AZ W     -   636,450.      232,210.      MT  (+/- 180 meters Scaled)
 GQ0452
 GQ0452                          SUPERSEDED SURVEY CONTROL
 GQ0452
 GQ0452.No superseded survey control is available for this station.
 GQ0452
 GQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF733688(NAD 83)
 GQ0452_MARKER: DB = BENCH MARK DISK
 GQ0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0452_SP_SET: COPPER-CLAD STEEL ROD
 GQ0452_STAMPING: 105 DOR 1970 5078
 GQ0452_MARK LOGO: USGS  
 GQ0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0452
 GQ0452  HISTORY     - Date     Condition        Report By
 GQ0452  HISTORY     - 1970     MONUMENTED       USGS
 GQ0452
 GQ0452                          STATION DESCRIPTION
 GQ0452
 GQ0452'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0452'45.4 KM (28.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0452'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0452'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0452'ROAD TO THE ARIZONA STATE LINE, CONTINUE 21.5 MILES SOUTH ALONG MT.
 GQ0452'TRUMBULL ROAD, 55 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0452'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0844 ***********************************************************************
 FQ0844  DESIGNATION -  105 DOR
 FQ0844  PID         -  FQ0844
 FQ0844  STATE/COUNTY-  AZ/COCONINO
 FQ0844  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0844
 FQ0844                         *CURRENT SURVEY CONTROL
 FQ0844  ___________________________________________________________________
 FQ0844* NAD 83(1986)-  35 31 13.     (N)    110 56 37.     (W)     SCALED    
 FQ0844* NAVD 88     -      1483.158  (meters)    4865.99   (feet)  POSTED    
 FQ0844  ___________________________________________________________________
 FQ0844  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FQ0844  DYNAMIC HT  -        1481.260 (meters)    4859.77  (feet)  COMP
 FQ0844  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 FQ0844
 FQ0844  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0844
 FQ0844.The horizontal coordinates were scaled from a topographic map and have
 FQ0844.an estimated accuracy of +/- 6 seconds.
 FQ0844
 FQ0844.The orthometric height was determined by differential leveling
 FQ0844.and adjusted by the  in 1992.
 FQ0844.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0844.rate of 0.0 thru 1.0 mm/km.
 FQ0844
 FQ0844.The geoid height was determined by GEOID03.
 FQ0844
 FQ0844.The dynamic height is computed by dividing the NAVD 88
 FQ0844.geopotential number by the normal gravity value computed on the
 FQ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0844.degrees latitude (g = 980.6199 gals.).
 FQ0844
 FQ0844.The modeled gravity was interpolated from observed gravity values.
 FQ0844
 FQ0844;                    North         East    Units  Estimated Accuracy
 FQ0844;SPC AZ C     -   501,730.      301,620.      MT  (+/- 180 meters Scaled)
 FQ0844
 FQ0844                          SUPERSEDED SURVEY CONTROL
 FQ0844
 FQ0844  NGVD 29 (??/??/92) 1482.41   (m)         4863.5    (f) COMPUTED    2 2
 FQ0844
 FQ0844.Superseded values are not recommended for survey control.
 FQ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0844.See file dsdata.txt to determine how the superseded data were derived.
 FQ0844
 FQ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE051307(NAD 83)
 FQ0844_MARKER: DB = BENCH MARK DISK
 FQ0844_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0844_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0844_STAMPING: 105 DOR 1965 4863
 FQ0844_MARK LOGO: USGS  
 FQ0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0844+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1968
 FQ0844
 FQ0844  HISTORY     - Date     Condition        Report By
 FQ0844  HISTORY     - 1965     MONUMENTED       USGS
 FQ0844  HISTORY     - 19680612 GOOD             USGS
 FQ0844
 FQ0844                          STATION DESCRIPTION
 FQ0844
 FQ0844'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0844'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0844'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0844'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 3.7
 FQ0844'MILES NORTHWEST, 320 FEET SOUTHEAST OF A CONCRETE TROUGH AND WELL, 64
 FQ0844'FEET NORTHEAST AND 1.5 FEET HIGHER THAN THE CENTER OF THE ROAD,
 FQ0844'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0673 ***********************************************************************
 GP0673  DESIGNATION -  105 DOR
 GP0673  PID         -  GP0673
 GP0673  STATE/COUNTY-  AZ/COCONINO
 GP0673  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0673
 GP0673                         *CURRENT SURVEY CONTROL
 GP0673  ___________________________________________________________________
 GP0673* NAD 83(1986)-  36 32 42.     (N)    110 49 22.     (W)     SCALED    
 GP0673* NAVD 88     -      1875.682  (meters)    6153.80   (feet)  ADJUSTED  
 GP0673  ___________________________________________________________________
 GP0673  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 GP0673  DYNAMIC HT  -        1873.341 (meters)    6146.12  (feet)  COMP
 GP0673  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 GP0673
 GP0673  VERT ORDER  -  SECOND    CLASS 0
 GP0673
 GP0673.The horizontal coordinates were scaled from a topographic map and have
 GP0673.an estimated accuracy of +/- 6 seconds.
 GP0673
 GP0673.The orthometric height was determined by differential leveling
 GP0673.and adjusted in June 1991.
 GP0673
 GP0673.The geoid height was determined by GEOID03.
 GP0673
 GP0673.The dynamic height is computed by dividing the NAVD 88
 GP0673.geopotential number by the normal gravity value computed on the
 GP0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0673.degrees latitude (g = 980.6199 gals.).
 GP0673
 GP0673.The modeled gravity was interpolated from observed gravity values.
 GP0673
 GP0673;                    North         East    Units  Estimated Accuracy
 GP0673;SPC AZ C     -   615,540.      311,300.      MT  (+/- 180 meters Scaled)
 GP0673
 GP0673                          SUPERSEDED SURVEY CONTROL
 GP0673
 GP0673.No superseded survey control is available for this station.
 GP0673
 GP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF158444(NAD 83)
 GP0673_MARKER: DB = BENCH MARK DISK
 GP0673_SETTING: 66 = SET IN ROCK OUTCROP
 GP0673_SP_SET: ROCK OUTCROP
 GP0673_STAMPING: 105 DOR 1969 6151
 GP0673_MARK LOGO: USGS  
 GP0673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0673+STABILITY: POSITION/ELEVATION WELL
 GP0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0673+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0673
 GP0673  HISTORY     - Date     Condition        Report By
 GP0673  HISTORY     - 1969     MONUMENTED       USGS
 GP0673
 GP0673                          STATION DESCRIPTION
 GP0673
 GP0673'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0673'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0673'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0673'NORTH, THENCE 12.2 MILES NORTH AND NORTHEAST, 60 FEET WEST AND 6 FEET
 GP0673'HIGHER THAN THE ROAD, 24 FEET SOUTH OF A SMALL PINON TREE, 2 FEET
 GP0673'EAST OF A WITNESS AND UNDER A TELEPHONE LINE, IN THE TOP OF A
 GP0673'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0050 ***********************************************************************
 EU0050  DESIGNATION -  1054.06
 EU0050  PID         -  EU0050
 EU0050  STATE/COUNTY-  AZ/MOHAVE
 EU0050  USGS QUAD   -  FRANCONIA (1970)
 EU0050
 EU0050                         *CURRENT SURVEY CONTROL
 EU0050  ___________________________________________________________________
 EU0050* NAD 83(1986)-  34 43 48.     (N)    114 17 16.     (W)     SCALED    
 EU0050* NAVD 88     -       321.91   (+/-2cm)    1056.1    (feet)  VERTCON   
 EU0050  ___________________________________________________________________
 EU0050  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EU0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0050
 EU0050.The horizontal coordinates were scaled from a topographic map and have
 EU0050.an estimated accuracy of +/- 6 seconds.
 EU0050
 EU0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0050.The vertical order pertains to the NGVD 29 superseded value.
 EU0050
 EU0050.The geoid height was determined by GEOID03.
 EU0050
 EU0050;                    North         East    Units  Estimated Accuracy
 EU0050;SPC AZ W     -   413,770.      164,110.      MT  (+/- 180 meters Scaled)
 EU0050
 EU0050                          SUPERSEDED SURVEY CONTROL
 EU0050
 EU0050  NGVD 29 (??/??/??)  321.232  (m)         1053.91   (f) ADJUSTED    2 0
 EU0050
 EU0050.Superseded values are not recommended for survey control.
 EU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0050.See file dsdata.txt to determine how the superseded data were derived.
 EU0050
 EU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU483464(NAD 83)
 EU0050_MARKER: DD = SURVEY DISK
 EU0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0050_SP_SET: BRIDGE CURB
 EU0050_STAMPING: 1054.06 601X45 1951
 EU0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0050
 EU0050  HISTORY     - Date     Condition        Report By
 EU0050  HISTORY     - 1951     MONUMENTED       AZHD
 EU0050  HISTORY     - 1961     GOOD             NGS
 EU0050  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0050
 EU0050                          STATION DESCRIPTION
 EU0050
 EU0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0050'11.7 MI E FROM TOPOCK.
 EU0050'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0050'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0050'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURB OF
 EU0050'A 135 FOOT CONCRETE BRIDGE WITH 5 OPENINGS, 15 FEET SOUTH OF
 EU0050'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE
 EU0050'LEVEL OF THE HIGHWAY.
 EU0050
 EU0050                          STATION RECOVERY (1981)
 EU0050
 EU0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0050'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0304 ***********************************************************************
 FS0304  DESIGNATION -  1055+80
 FS0304  PID         -  FS0304
 FS0304  STATE/COUNTY-  AZ/MOHAVE
 FS0304  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0304
 FS0304                         *CURRENT SURVEY CONTROL
 FS0304  ___________________________________________________________________
 FS0304* NAD 83(1986)-  35 37 02.     (N)    114 25 01.     (W)     SCALED    
 FS0304* NAVD 88     -       816.826  (meters)    2679.87   (feet)  POSTED    
 FS0304  ___________________________________________________________________
 FS0304  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0304  DYNAMIC HT  -         815.920 (meters)    2676.90  (feet)  COMP
 FS0304  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 FS0304
 FS0304  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0304
 FS0304.The horizontal coordinates were scaled from a topographic map and have
 FS0304.an estimated accuracy of +/- 6 seconds.
 FS0304
 FS0304.The orthometric height was determined by differential leveling
 FS0304.and adjusted by the  in 1992.
 FS0304.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0304.rate of 1.1 thru 2.0 mm/km.
 FS0304
 FS0304.The geoid height was determined by GEOID03.
 FS0304
 FS0304.The dynamic height is computed by dividing the NAVD 88
 FS0304.geopotential number by the normal gravity value computed on the
 FS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0304.degrees latitude (g = 980.6199 gals.).
 FS0304
 FS0304.The modeled gravity was interpolated from observed gravity values.
 FS0304
 FS0304;                    North         East    Units  Estimated Accuracy
 FS0304;SPC AZ W     -   512,270.      152,940.      MT  (+/- 180 meters Scaled)
 FS0304
 FS0304                          SUPERSEDED SURVEY CONTROL
 FS0304
 FS0304  NGVD 29 (??/??/92)  816.096  (m)         2677.47   (f) ADJ UNCH    1 1
 FS0304
 FS0304.Superseded values are not recommended for survey control.
 FS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0304.See file dsdata.txt to determine how the superseded data were derived.
 FS0304
 FS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV339445(NAD 83)
 FS0304_MARKER: DD = SURVEY DISK
 FS0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0304_SP_SET: CULVERT
 FS0304_STAMPING: 1055+80 2676.44 1936
 FS0304_MARK LOGO: AZHD  
 FS0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0304
 FS0304  HISTORY     - Date     Condition        Report By
 FS0304  HISTORY     - 1936     MONUMENTED       AZHD
 FS0304  HISTORY     - 1949     GOOD             NGS
 FS0304  HISTORY     - 1982     GOOD             NGS
 FS0304
 FS0304                          STATION DESCRIPTION
 FS0304
 FS0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0304'17.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0304'17.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0304'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0304'OF MILEPOST 35, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN
 FS0304'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0304'14.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0304'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0304
 FS0304                          STATION RECOVERY (1982)
 FS0304
 FS0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0304'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0598 ***********************************************************************
 ER0598  DESIGNATION -  106 BKC
 ER0598  PID         -  ER0598
 ER0598  STATE/COUNTY-  AZ/APACHE
 ER0598  USGS QUAD   -  ST JOHNS SOUTH (1984)
 ER0598
 ER0598                         *CURRENT SURVEY CONTROL
 ER0598  ___________________________________________________________________
 ER0598* NAD 83(1986)-  34 27 00.     (N)    109 15 09.     (W)     SCALED    
 ER0598* NAVD 88     -      1918.671  (meters)    6294.84   (feet)  ADJUSTED  
 ER0598  ___________________________________________________________________
 ER0598  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 ER0598  DYNAMIC HT  -        1915.822 (meters)    6285.49  (feet)  COMP
 ER0598  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 ER0598
 ER0598  VERT ORDER  -  SECOND    CLASS 0
 ER0598
 ER0598.The horizontal coordinates were scaled from a topographic map and have
 ER0598.an estimated accuracy of +/- 6 seconds.
 ER0598
 ER0598.The orthometric height was determined by differential leveling
 ER0598.and adjusted in June 1991.
 ER0598
 ER0598.The geoid height was determined by GEOID03.
 ER0598
 ER0598.The dynamic height is computed by dividing the NAVD 88
 ER0598.geopotential number by the normal gravity value computed on the
 ER0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0598.degrees latitude (g = 980.6199 gals.).
 ER0598
 ER0598.The modeled gravity was interpolated from observed gravity values.
 ER0598
 ER0598;                    North         East    Units  Estimated Accuracy
 ER0598;SPC AZ E     -   382,950.      297,360.      MT  (+/- 180 meters Scaled)
 ER0598
 ER0598                          SUPERSEDED SURVEY CONTROL
 ER0598
 ER0598  NGVD 29 (??/??/92) 1917.74   (m)         6291.8    (f) COMPUTED    2 0
 ER0598
 ER0598.Superseded values are not recommended for survey control.
 ER0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0598.See file dsdata.txt to determine how the superseded data were derived.
 ER0598
 ER0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD605134(NAD 83)
 ER0598_MARKER: DB = BENCH MARK DISK
 ER0598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0598_SP_SET: COPPER-CLAD STEEL ROD
 ER0598_STAMPING: 106 BKC 1968 6292
 ER0598_MARK LOGO: USGS  
 ER0598_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0598+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0598
 ER0598  HISTORY     - Date     Condition        Report By
 ER0598  HISTORY     - 1968     MONUMENTED       USGS
 ER0598
 ER0598                          STATION DESCRIPTION
 ER0598
 ER0598'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0598'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0598'ALONG U S HIGHWAY 666, THENCE 7.2 MILES EAST ALONG A GRAVEL ROAD, 44
 ER0598'FEET NORTH OF THE ROAD, 0.5 FEET SOUTH OF A WITNESS POST, SET ON A
 ER0598'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0569 ***********************************************************************
 ER0569  DESIGNATION -  106 DOR
 ER0569  PID         -  ER0569
 ER0569  STATE/COUNTY-  AZ/APACHE
 ER0569  USGS QUAD   -  LONG H RANCH (1984)
 ER0569
 ER0569                         *CURRENT SURVEY CONTROL
 ER0569  ___________________________________________________________________
 ER0569* NAD 83(1986)-  34 46 26.     (N)    109 28 25.     (W)     SCALED    
 ER0569* NAVD 88     -      1839.496  (meters)    6035.08   (feet)  ADJUSTED  
 ER0569  ___________________________________________________________________
 ER0569  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0569  DYNAMIC HT  -        1836.867 (meters)    6026.45  (feet)  COMP
 ER0569  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 ER0569
 ER0569  VERT ORDER  -  SECOND    CLASS II
 ER0569
 ER0569.The horizontal coordinates were scaled from a topographic map and have
 ER0569.an estimated accuracy of +/- 6 seconds.
 ER0569
 ER0569.The orthometric height was determined by differential leveling
 ER0569.and adjusted in June 1991.
 ER0569
 ER0569.The geoid height was determined by GEOID03.
 ER0569
 ER0569.The dynamic height is computed by dividing the NAVD 88
 ER0569.geopotential number by the normal gravity value computed on the
 ER0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0569.degrees latitude (g = 980.6199 gals.).
 ER0569
 ER0569.The modeled gravity was interpolated from observed gravity values.
 ER0569
 ER0569;                    North         East    Units  Estimated Accuracy
 ER0569;SPC AZ E     -   418,710.      276,800.      MT  (+/- 180 meters Scaled)
 ER0569
 ER0569                          SUPERSEDED SURVEY CONTROL
 ER0569
 ER0569.No superseded survey control is available for this station.
 ER0569
 ER0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD396490(NAD 83)
 ER0569_MARKER: DB = BENCH MARK DISK
 ER0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0569_SP_SET: CONCRETE POST
 ER0569_STAMPING: 106 DOR 1972 6032
 ER0569_MARK LOGO: USGS  
 ER0569_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0569+STABILITY: SURFACE MOTION
 ER0569
 ER0569  HISTORY     - Date     Condition        Report By
 ER0569  HISTORY     - 1972     MONUMENTED       USGS
 ER0569
 ER0569                          STATION DESCRIPTION
 ER0569
 ER0569'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0569'40.7 KM (25.30 MI) NNW FROM NAVAJO.
 ER0569'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0569'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0569'THENCE 12.4 MILES SOUTHEAST AND SOUTH ALONG A TRACK ROAD TO A ROAD
 ER0569'CROSSING, ABOUT 17 MILES SOUTHWEST OF WITCH WELL, ALONG ROADS FROM
 ER0569'THE JUNCTION OF HIGHWAY 61 AND 53 TO ZUNI WITH HIGHWAY 666 TO A ROAD
 ER0569'CROSSING, (OR 4.8 MILES WEST OF THE SAINT JOHNS POST OFFICE ALONG
 ER0569'HIGHWAY 61 AND 180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST
 ER0569'ALONG HIGHWAY 180 TO A T-ROAD NORTHEAST (THIS JUNCTION IS LOCATED
 ER0569'BETWEEN TWO FILLS IN HIGHWAY 180), THENCE 19.3 MILES NORTH ALONG THE
 ER0569'ROAD TOWARD NAVAJO TO A ROAD CROSSING), 50 FEET SOUTHEAST OF THE ROAD
 ER0569'CROSSING NORTHEAST TO WITCH WELL, AND 38 FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0453 ***********************************************************************
 GQ0453  DESIGNATION -  106 DOR
 GQ0453  PID         -  GQ0453
 GQ0453  STATE/COUNTY-  AZ/MOHAVE
 GQ0453  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0453
 GQ0453                         *CURRENT SURVEY CONTROL
 GQ0453  ___________________________________________________________________
 GQ0453* NAD 83(1986)-  36 43 28.     (N)    113 31 55.     (W)     SCALED    
 GQ0453* NAVD 88     -      1570.684  (meters)    5153.15   (feet)  POSTED    
 GQ0453  ___________________________________________________________________
 GQ0453  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 GQ0453  DYNAMIC HT  -        1568.890 (meters)    5147.27  (feet)  COMP
 GQ0453  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 GQ0453
 GQ0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0453
 GQ0453.The horizontal coordinates were scaled from a topographic map and have
 GQ0453.an estimated accuracy of +/- 6 seconds.
 GQ0453
 GQ0453.The orthometric height was determined by differential leveling
 GQ0453.and adjusted by the  in 1992.
 GQ0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0453.rate of 0.0 thru 1.0 mm/km.
 GQ0453
 GQ0453.The geoid height was determined by GEOID03.
 GQ0453
 GQ0453.The dynamic height is computed by dividing the NAVD 88
 GQ0453.geopotential number by the normal gravity value computed on the
 GQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0453.degrees latitude (g = 980.6199 gals.).
 GQ0453
 GQ0453.The modeled gravity was interpolated from observed gravity values.
 GQ0453
 GQ0453;                    North         East    Units  Estimated Accuracy
 GQ0453;SPC AZ W     -   634,940.      232,840.      MT  (+/- 180 meters Scaled)
 GQ0453
 GQ0453                          SUPERSEDED SURVEY CONTROL
 GQ0453
 GQ0453.No superseded survey control is available for this station.
 GQ0453
 GQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF738672(NAD 83)
 GQ0453_MARKER: DB = BENCH MARK DISK
 GQ0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0453_SP_SET: COPPER-CLAD STEEL ROD
 GQ0453_STAMPING: 106 DOR 1970 5150
 GQ0453_MARK LOGO: USGS  
 GQ0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0453
 GQ0453  HISTORY     - Date     Condition        Report By
 GQ0453  HISTORY     - 1970     MONUMENTED       USGS
 GQ0453
 GQ0453                          STATION DESCRIPTION
 GQ0453
 GQ0453'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0453'47.0 KM (29.20 MI) SSE FROM ST GEORGE UT.
 GQ0453'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0453'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0453'ROAD TO THE ARIZONA STATE LINE, CONTINUE 22.5 MILES SOUTH ALONG MT.
 GQ0453'TRUMBULL ROAD, 55 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0453'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0453'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0843 ***********************************************************************
 FQ0843  DESIGNATION -  106 DOR
 FQ0843  PID         -  FQ0843
 FQ0843  STATE/COUNTY-  AZ/COCONINO
 FQ0843  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0843
 FQ0843                         *CURRENT SURVEY CONTROL
 FQ0843  ___________________________________________________________________
 FQ0843* NAD 83(1986)-  35 31 44.     (N)    110 57 25.     (W)     SCALED    
 FQ0843* NAVD 88     -      1482.833  (meters)    4864.93   (feet)  POSTED    
 FQ0843  ___________________________________________________________________
 FQ0843  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0843  DYNAMIC HT  -        1480.940 (meters)    4858.72  (feet)  COMP
 FQ0843  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 FQ0843
 FQ0843  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0843
 FQ0843.The horizontal coordinates were scaled from a topographic map and have
 FQ0843.an estimated accuracy of +/- 6 seconds.
 FQ0843
 FQ0843.The orthometric height was determined by differential leveling
 FQ0843.and adjusted by the  in 1992.
 FQ0843.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0843.rate of 0.0 thru 1.0 mm/km.
 FQ0843
 FQ0843.The geoid height was determined by GEOID03.
 FQ0843
 FQ0843.The dynamic height is computed by dividing the NAVD 88
 FQ0843.geopotential number by the normal gravity value computed on the
 FQ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0843.degrees latitude (g = 980.6199 gals.).
 FQ0843
 FQ0843.The modeled gravity was interpolated from observed gravity values.
 FQ0843
 FQ0843;                    North         East    Units  Estimated Accuracy
 FQ0843;SPC AZ C     -   502,670.      300,400.      MT  (+/- 180 meters Scaled)
 FQ0843
 FQ0843                          SUPERSEDED SURVEY CONTROL
 FQ0843
 FQ0843  NGVD 29 (??/??/92) 1482.09   (m)         4862.5    (f) COMPUTED    2 2
 FQ0843
 FQ0843.Superseded values are not recommended for survey control.
 FQ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0843.See file dsdata.txt to determine how the superseded data were derived.
 FQ0843
 FQ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE039316(NAD 83)
 FQ0843_MARKER: DB = BENCH MARK DISK
 FQ0843_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0843_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0843_STAMPING: 106 DOR 1965 4862
 FQ0843_MARK LOGO: USGS  
 FQ0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0843+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1968
 FQ0843
 FQ0843  HISTORY     - Date     Condition        Report By
 FQ0843  HISTORY     - 1965     MONUMENTED       USGS
 FQ0843  HISTORY     - 19680610 GOOD             USGS
 FQ0843
 FQ0843                          STATION DESCRIPTION
 FQ0843
 FQ0843'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0843'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0843'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0843'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 4.65
 FQ0843'MILES NORTHWEST TO THE TOP OF A SLIGHT RISE, 35 FEET SOUTHWEST AND 2
 FQ0843'FEET HIGHER THAN THE CENTER OF THE ROAD, PROJECTING 0.7 FEET, 2 FEET
 FQ0843'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0674 ***********************************************************************
 GP0674  DESIGNATION -  106 DOR
 GP0674  PID         -  GP0674
 GP0674  STATE/COUNTY-  AZ/COCONINO
 GP0674  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0674
 GP0674                         *CURRENT SURVEY CONTROL
 GP0674  ___________________________________________________________________
 GP0674* NAD 83(1986)-  36 33 32.     (N)    110 48 44.     (W)     SCALED    
 GP0674* NAVD 88     -      1890.426  (meters)    6202.17   (feet)  ADJUSTED  
 GP0674  ___________________________________________________________________
 GP0674  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 GP0674  DYNAMIC HT  -        1888.062 (meters)    6194.42  (feet)  COMP
 GP0674  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 GP0674
 GP0674  VERT ORDER  -  SECOND    CLASS 0
 GP0674
 GP0674.The horizontal coordinates were scaled from a topographic map and have
 GP0674.an estimated accuracy of +/- 6 seconds.
 GP0674
 GP0674.The orthometric height was determined by differential leveling
 GP0674.and adjusted in June 1991.
 GP0674
 GP0674.The geoid height was determined by GEOID03.
 GP0674
 GP0674.The dynamic height is computed by dividing the NAVD 88
 GP0674.geopotential number by the normal gravity value computed on the
 GP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0674.degrees latitude (g = 980.6199 gals.).
 GP0674
 GP0674.The modeled gravity was interpolated from observed gravity values.
 GP0674
 GP0674;                    North         East    Units  Estimated Accuracy
 GP0674;SPC AZ C     -   617,090.      312,230.      MT  (+/- 180 meters Scaled)
 GP0674
 GP0674                          SUPERSEDED SURVEY CONTROL
 GP0674
 GP0674.No superseded survey control is available for this station.
 GP0674
 GP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF168459(NAD 83)
 GP0674_MARKER: DB = BENCH MARK DISK
 GP0674_SETTING: 66 = SET IN ROCK OUTCROP
 GP0674_SP_SET: ROCK OUTCROP
 GP0674_STAMPING: 106 DOR 1969 6199
 GP0674_MARK LOGO: USGS  
 GP0674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0674+STABILITY: POSITION/ELEVATION WELL
 GP0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0674+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0674
 GP0674  HISTORY     - Date     Condition        Report By
 GP0674  HISTORY     - 1969     MONUMENTED       USGS
 GP0674
 GP0674                          STATION DESCRIPTION
 GP0674
 GP0674'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0674'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0674'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0674'NORTH, THENCE 13.4 MILES NORTH AND NORTHEAST, 0.1 MILE SOUTH OF A
 GP0674'Y-ROAD SOUTHWEST, 50 FEET WEST OF THE ROAD, 3 FEET EAST OF A
 GP0674'TELEPHONE LINE, 2 FEET EAST OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0286 ***********************************************************************
 CY0286  DESIGNATION -  106 H
 CY0286  PID         -  CY0286
 CY0286  STATE/COUNTY-  AZ/COCHISE
 CY0286  USGS QUAD   -  BOWIE (1974)
 CY0286
 CY0286                         *CURRENT SURVEY CONTROL
 CY0286  ___________________________________________________________________
 CY0286* NAD 83(1986)-  32 18 36.     (N)    109 24 17.     (W)     SCALED    
 CY0286* NAVD 88     -      1118.554  (meters)    3669.79   (feet)  ADJUSTED  
 CY0286  ___________________________________________________________________
 CY0286  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0286  DYNAMIC HT  -        1116.912 (meters)    3664.40  (feet)  COMP
 CY0286  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 CY0286
 CY0286  VERT ORDER  -  FIRST     CLASS II
 CY0286
 CY0286.The horizontal coordinates were scaled from a topographic map and have
 CY0286.an estimated accuracy of +/- 6 seconds.
 CY0286
 CY0286.The orthometric height was determined by differential leveling
 CY0286.and adjusted in June 1991.
 CY0286
 CY0286.The geoid height was determined by GEOID03.
 CY0286
 CY0286.The dynamic height is computed by dividing the NAVD 88
 CY0286.geopotential number by the normal gravity value computed on the
 CY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0286.degrees latitude (g = 980.6199 gals.).
 CY0286
 CY0286.The modeled gravity was interpolated from observed gravity values.
 CY0286
 CY0286;                    North         East    Units  Estimated Accuracy
 CY0286;SPC AZ E     -   145,490.      285,110.      MT  (+/- 180 meters Scaled)
 CY0286
 CY0286                          SUPERSEDED SURVEY CONTROL
 CY0286
 CY0286  NGVD 29 (??/??/92) 1118.286  (m)         3668.91   (f) ADJ UNCH    1 2
 CY0286
 CY0286.Superseded values are not recommended for survey control.
 CY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0286.See file dsdata.txt to determine how the superseded data were derived.
 CY0286
 CY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA501759(NAD 83)
 CY0286_MARKER: P = PIPE CAP
 CY0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0286_STAMPING: 106 H 1907
 CY0286_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0286
 CY0286  HISTORY     - Date     Condition        Report By
 CY0286  HISTORY     - 1907     MONUMENTED       USGS
 CY0286  HISTORY     - 1953     GOOD             NGS
 CY0286  HISTORY     - 1960     GOOD             NGS
 CY0286  HISTORY     - 1979     GOOD             NGS
 CY0286
 CY0286                          STATION DESCRIPTION
 CY0286
 CY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0286'4.95 MI E FROM BOWIE.
 CY0286'4.95 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0286'AT BOWIE, 0.3 MILE EAST OF MILEPOST 1103, 108 FEET NORTH OF THE NORTH
 CY0286'RAIL.  27 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 5 FEET NORTH
 CY0286'OF A FENCE, 4 FEET NORTHWEST OF A WITNESS POST.  RIVETED ON THE TOP OF
 CY0286'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CY0286
 CY0286                          STATION RECOVERY (1960)
 CY0286
 CY0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0286'RECOVERED IN GOOD CONDITION.
 CY0286
 CY0286                          STATION RECOVERY (1979)
 CY0286
 CY0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0286'8.0 KILOMETERS (5.0 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0286'FROM THE STATION AT BOWIE, 0.6 KILOMETER (0.35 MILE) EAST OF MILE
 CY0286'POST 1103, 32.0 METERS (102 FEET) NORTH OF THE NORTH RAIL, 36.6
 CY0286'METERS (120 FEET) SOUTHWEST OF AND ACROSS A DRY WASH FROM A POWER
 CY0286'LINE POLE, 33.0 METERS (108 FEET) NORTHWEST OF THE NORTHWEST CORNER
 CY0286'OF THE WEST ABUTMENT OF RAILROAD BRIDGE 1103.40 AND 1.4 METERS
 CY0286'(4.6 FEET) NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0459 ***********************************************************************
 DV0459  DESIGNATION -  106 Z
 DV0459  PID         -  DV0459
 DV0459  STATE/COUNTY-  AZ/MARICOPA
 DV0459  USGS QUAD   -  FOWLER (1982)
 DV0459
 DV0459                         *CURRENT SURVEY CONTROL
 DV0459  ___________________________________________________________________
 DV0459* NAD 83(1986)-  33 24 29.     (N)    112 12 15.     (W)     SCALED    
 DV0459* NAVD 88     -       307.25   (+/-2cm)    1008.0    (feet)  VERTCON   
 DV0459  ___________________________________________________________________
 DV0459  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0459
 DV0459.The horizontal coordinates were scaled from a topographic map and have
 DV0459.an estimated accuracy of +/- 6 seconds.
 DV0459
 DV0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0459.The vertical order pertains to the NGVD 29 superseded value.
 DV0459
 DV0459.The geoid height was determined by GEOID03.
 DV0459
 DV0459;                    North         East    Units  Estimated Accuracy
 DV0459;SPC AZ C     -   267,040.      186,620.      MT  (+/- 180 meters Scaled)
 DV0459
 DV0459                          SUPERSEDED SURVEY CONTROL
 DV0459
 DV0459  NGVD 29 (??/??/92)  306.608  (m)         1005.93   (f) ADJ UNCH    2 0
 DV0459
 DV0459.Superseded values are not recommended for survey control.
 DV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0459.See file dsdata.txt to determine how the superseded data were derived.
 DV0459
 DV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB880971(NAD 83)
 DV0459_MARKER: DD = SURVEY DISK
 DV0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0459_STAMPING: 106 Z 1962
 DV0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0459+STABILITY: SURFACE MOTION
 DV0459
 DV0459  HISTORY     - Date     Condition        Report By
 DV0459  HISTORY     - 1962     MONUMENTED       AZHD
 DV0459  HISTORY     - 1962     GOOD             NGS
 DV0459  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0459  HISTORY     - 20080407 MARK NOT FOUND   GEOCAC
 DV0459
 DV0459                          STATION DESCRIPTION
 DV0459
 DV0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0459'7.1 MI SW FROM PHOENIX.
 DV0459'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0459'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0459'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0459'AVENUE THEN WEST ON BROADWAY FOR 1 MILE TO THE JUNCTION OF 67TH AVENUE
 DV0459'AND BROADWAY.  THE MARK IS LOCATED 2 FT. WEST OF WITNESS POST, 26.7
 DV0459'WEST OF CENTER OF 67TH AVENUE, 32.5 FT. SOUTH OF THE CENTER OF
 DV0459'BROADWAY 26 FT. SOUTHEAST OF STREET POST.  THE MARK IS A DISK SET IN
 DV0459'CONCRETE POST PROJECTING 2 INCHES, 2 FT ABOVE THE STREET LEVEL.
 DV0459
 DV0459                          STATION RECOVERY (1992)
 DV0459
 DV0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0459'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0459'ASSUMED DESTROYED.
 DV0459
 DV0459                          STATION RECOVERY (2008)
 DV0459
 DV0459'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0459'UNDERGROUND CONSTRUCTION WAS IN PROGRESS AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1714 ***********************************************************************
 DV1714  DESIGNATION -  1062.19
 DV1714  PID         -  DV1714
 DV1714  STATE/COUNTY-  AZ/MARICOPA
 DV1714  USGS QUAD   -  EL MIRAGE (1982)
 DV1714
 DV1714                         *CURRENT SURVEY CONTROL
 DV1714  ___________________________________________________________________
 DV1714* NAD 83(1986)-  33 31 22.     (N)    112 16 19.     (W)     SCALED    
 DV1714* NAVD 88     -       324.346  (meters)    1064.13   (feet)  ADJUSTED  
 DV1714  ___________________________________________________________________
 DV1714  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV1714  DYNAMIC HT  -         323.965 (meters)    1062.88  (feet)  COMP
 DV1714  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 DV1714
 DV1714  VERT ORDER  -  SECOND    CLASS I
 DV1714
 DV1714.The horizontal coordinates were scaled from a topographic map and have
 DV1714.an estimated accuracy of +/- 6 seconds.
 DV1714
 DV1714.The orthometric height was determined by differential leveling
 DV1714.and adjusted in November 1993.
 DV1714
 DV1714.The geoid height was determined by GEOID03.
 DV1714
 DV1714.The dynamic height is computed by dividing the NAVD 88
 DV1714.geopotential number by the normal gravity value computed on the
 DV1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1714.degrees latitude (g = 980.6199 gals.).
 DV1714
 DV1714.The modeled gravity was interpolated from observed gravity values.
 DV1714
 DV1714;                    North         East    Units  Estimated Accuracy
 DV1714;SPC AZ C     -   279,780.      180,360.      MT  (+/- 180 meters Scaled)
 DV1714
 DV1714                          SUPERSEDED SURVEY CONTROL
 DV1714
 DV1714.No superseded survey control is available for this station.
 DV1714
 DV1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818099(NAD 83)
 DV1714_MARKER: DB = BENCH MARK DISK
 DV1714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1714_SP_SET: CONCRETE BRIDGE
 DV1714_STAMPING: 1062.19
 DV1714_MARK LOGO: AZ-013
 DV1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1714+STABILITY: SURFACE MOTION
 DV1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1714+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1714
 DV1714  HISTORY     - Date     Condition        Report By
 DV1714  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1714  HISTORY     - 1982     GOOD             AZDT
 DV1714  HISTORY     - 20060324 GOOD             USPSQD
 DV1714
 DV1714                          STATION DESCRIPTION
 DV1714
 DV1714'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1714'6.7 KM (4.2 MI) NORTH FROM TOLLESON.
 DV1714'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH 4.2 MI
 DV1714'(6.7 KM) ALONG 99TH AVENUE TO THE STATION ON THE RIGHT, A STANDARD
 DV1714'BRASS CAP SET IN CONCRETE HANDRAIL OF BRIDGE OVER THE GRAND CANAL AT
 DV1714'BETHANY HOME, 22 FT (6.71 METERS) EAST OF CENTERLINE OF 99TH AVENUE,
 DV1714'1.15 FT (0.35 METERS) NORTH OF SOUTH END OF EAST HANDRAIL, 2.8 FT
 DV1714'(0.85 METERS) ABOVE GROUND.
 DV1714
 DV1714                          STATION RECOVERY (2006)
 DV1714
 DV1714'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0152 ***********************************************************************
 ES0152  DESIGNATION -  1063+10.06
 ES0152  PID         -  ES0152
 ES0152  STATE/COUNTY-  AZ/NAVAJO
 ES0152  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0152
 ES0152                         *CURRENT SURVEY CONTROL
 ES0152  ___________________________________________________________________
 ES0152* NAD 83(1986)-  34 06 25.     (N)    110 09 11.     (W)     SCALED    
 ES0152* NAVD 88     -      1785.824  (meters)    5858.99   (feet)  ADJUSTED  
 ES0152  ___________________________________________________________________
 ES0152  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ES0152  DYNAMIC HT  -        1783.197 (meters)    5850.37  (feet)  COMP
 ES0152  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 ES0152
 ES0152  VERT ORDER  -  SECOND    CLASS 0
 ES0152
 ES0152.The horizontal coordinates were scaled from a topographic map and have
 ES0152.an estimated accuracy of +/- 6 seconds.
 ES0152
 ES0152.The orthometric height was determined by differential leveling
 ES0152.and adjusted in June 1991.
 ES0152
 ES0152.The geoid height was determined by GEOID03.
 ES0152
 ES0152.The dynamic height is computed by dividing the NAVD 88
 ES0152.geopotential number by the normal gravity value computed on the
 ES0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0152.degrees latitude (g = 980.6199 gals.).
 ES0152
 ES0152.The modeled gravity was interpolated from observed gravity values.
 ES0152
 ES0152;                    North         East    Units  Estimated Accuracy
 ES0152;SPC AZ E     -   344,520.      214,620.      MT  (+/- 180 meters Scaled)
 ES0152
 ES0152                          SUPERSEDED SURVEY CONTROL
 ES0152
 ES0152  NGVD 29 (??/??/92) 1784.962  (m)         5856.16   (f) ADJ UNCH    2 0
 ES0152
 ES0152.Superseded values are not recommended for survey control.
 ES0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0152.See file dsdata.txt to determine how the superseded data were derived.
 ES0152
 ES0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC781743(NAD 83)
 ES0152_MARKER: DD = SURVEY DISK
 ES0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0152_SP_SET: CURB
 ES0152_STAMPING: 6329.67 1063+10.06 37
 ES0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0152
 ES0152  HISTORY     - Date     Condition        Report By
 ES0152  HISTORY     - UNK      MONUMENTED       AZHD
 ES0152  HISTORY     - 1960     GOOD             NGS
 ES0152
 ES0152                          STATION DESCRIPTION
 ES0152
 ES0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0152'13.7 MI SW FROM SHOW LOW.
 ES0152'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0152'SHOW LOW, THENCE 13.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0152'HIGHWAY 77, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 ES0152'CONCRETE CURB OF THE BORDUROY CANYON BRIDGE, 12 FEET SOUTHEAST OF THE
 ES0152'CENTER LINE OF THE HIGHWAY, AND ABOUT 8 INCHES ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1052 ***********************************************************************
 DA1052  DESIGNATION -  1066+40
 DA1052  PID         -  DA1052
 DA1052  STATE/COUNTY-  AZ/YUMA
 DA1052  USGS QUAD   -  TACNA (1982)
 DA1052
 DA1052                         *CURRENT SURVEY CONTROL
 DA1052  ___________________________________________________________________
 DA1052* NAD 83(1986)-  32 41 37.     (N)    113 58 28.     (W)     SCALED    
 DA1052* NAVD 88     -       109.641  (meters)     359.71   (feet)  ADJUSTED  
 DA1052  ___________________________________________________________________
 DA1052  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DA1052  DYNAMIC HT  -         109.516 (meters)     359.30  (feet)  COMP
 DA1052  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 DA1052
 DA1052  VERT ORDER  -  FIRST     CLASS II
 DA1052
 DA1052.The horizontal coordinates were scaled from a topographic map and have
 DA1052.an estimated accuracy of +/- 6 seconds.
 DA1052
 DA1052.The orthometric height was determined by differential leveling
 DA1052.and adjusted in June 1991.
 DA1052
 DA1052.The geoid height was determined by GEOID03.
 DA1052
 DA1052.The dynamic height is computed by dividing the NAVD 88
 DA1052.geopotential number by the normal gravity value computed on the
 DA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1052.degrees latitude (g = 980.6199 gals.).
 DA1052
 DA1052.The modeled gravity was interpolated from observed gravity values.
 DA1052
 DA1052;                    North         East    Units  Estimated Accuracy
 DA1052;SPC AZ W     -   187,800.      192,310.      MT  (+/- 180 meters Scaled)
 DA1052
 DA1052                          SUPERSEDED SURVEY CONTROL
 DA1052
 DA1052.No superseded survey control is available for this station.
 DA1052
 DA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB211212(NAD 83)
 DA1052_MARKER: DD = SURVEY DISK
 DA1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1052_SP_SET: BRIDGE
 DA1052_STAMPING: 357.98 1066+40 1941
 DA1052_MARK LOGO: AZHD  
 DA1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1052
 DA1052  HISTORY     - Date     Condition        Report By
 DA1052  HISTORY     - 1941     MONUMENTED       AZHD
 DA1052  HISTORY     - 1952     GOOD             NGS
 DA1052  HISTORY     - 1981     GOOD             NGS
 DA1052  HISTORY     - 1981     GOOD             NGS
 DA1052  HISTORY     - 20090206 GOOD             GEOCAC
 DA1052
 DA1052                          STATION DESCRIPTION
 DA1052
 DA1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1052'9.3 MI E FROM WELLTON.
 DA1052'9.3 MILES EAST ALONG THE HIGHWAY AND RAILROAD FROM THE SOUTHERN
 DA1052'PACIFIC COMPANY WATER TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH
 DA1052'GUARD RAIL OF THE HIGHWAY BRIDGE OVER A WASH, 150 FEET NORTH OF
 DA1052'RAILROAD BRIDGE NO. 779.61, 17.6 FEET SOUTH OF THE CENTER LINE OF THE
 DA1052'HIGHWAY, 0.9 FOOT ABOVE THE HIGHWAY.
 DA1052
 DA1052                          STATION RECOVERY (1981)
 DA1052
 DA1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1052'2.15 KM (1.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1052'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1052'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1052'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1052'THE HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1052'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1052'HEADWALL.
 DA1052'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1052
 DA1052                          STATION RECOVERY (1981)
 DA1052
 DA1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1052'2.15 KM (1.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1052'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1052'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1052'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1052'THE HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1052'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1052'HEADWALL.
 DA1052'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1052
 DA1052                          STATION RECOVERY (2009)
 DA1052
 DA1052'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1052'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1052' 
 DA1052'OF N 32 41' 37.3 W 113 58' 28.4
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0693 ***********************************************************************
 DW0693  DESIGNATION -  1066.18
 DW0693  PID         -  DW0693
 DW0693  STATE/COUNTY-  AZ/LA PAZ
 DW0693  USGS QUAD   -  QUARTZSITE (1990)
 DW0693
 DW0693                         *CURRENT SURVEY CONTROL
 DW0693  ___________________________________________________________________
 DW0693* NAD 83(1986)-  33 40 08.     (N)    114 09 39.     (W)     SCALED    
 DW0693* NAVD 88     -       325.82   (+/-2cm)    1069.0    (feet)  VERTCON   
 DW0693  ___________________________________________________________________
 DW0693  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DW0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0693
 DW0693.The horizontal coordinates were scaled from a topographic map and have
 DW0693.an estimated accuracy of +/- 6 seconds.
 DW0693
 DW0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0693.The vertical order pertains to the NGVD 29 superseded value.
 DW0693
 DW0693.The geoid height was determined by GEOID03.
 DW0693
 DW0693;                    North         East    Units  Estimated Accuracy
 DW0693;SPC AZ W     -   296,020.      175,260.      MT  (+/- 180 meters Scaled)
 DW0693
 DW0693                          SUPERSEDED SURVEY CONTROL
 DW0693
 DW0693  NGVD 29 (??/??/??)  325.143  (m)         1066.74   (f) ADJUSTED    1 2
 DW0693
 DW0693.Superseded values are not recommended for survey control.
 DW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0693.See file dsdata.txt to determine how the superseded data were derived.
 DW0693
 DW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT632290(NAD 83)
 DW0693_MARKER: DD = SURVEY DISK
 DW0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0693_SP_SET: RAIL
 DW0693_STAMPING: 1066.18 1221+33
 DW0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0693
 DW0693  HISTORY     - Date     Condition        Report By
 DW0693  HISTORY     - UNK      MONUMENTED       AZHD
 DW0693  HISTORY     - 1933     GOOD             NGS
 DW0693  HISTORY     - 1958     MARK NOT FOUND   USGS
 DW0693
 DW0693                          STATION DESCRIPTION
 DW0693
 DW0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0693'4.3 MI E FROM QUARTZSITE.
 DW0693'ABOUT 4.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0693'COUNTY, AT STATION 1221+33, AT A CONCRETE BRIDGE, AND IN THE
 DW0693'CENTER OF THE TOP OF THE SOUTH RAIL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0693'STANDARD DISK, STAMPED 1066.18 1221+33.  NOTE-- SOUTH RAIL OF
 DW0693'BRIDGE HAS BEEN REPLACED.
 DW0693
 DW0693                          STATION RECOVERY (1958)
 DW0693
 DW0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DW0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0303 ***********************************************************************
 FS0303  DESIGNATION -  1068+45
 FS0303  PID         -  FS0303
 FS0303  STATE/COUNTY-  AZ/MOHAVE
 FS0303  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0303
 FS0303                         *CURRENT SURVEY CONTROL
 FS0303  ___________________________________________________________________
 FS0303* NAD 83(1986)-  35 37 12.     (N)    114 25 08.     (W)     SCALED    
 FS0303* NAVD 88     -       813.983  (meters)    2670.54   (feet)  POSTED    
 FS0303  ___________________________________________________________________
 FS0303  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0303  DYNAMIC HT  -         813.080 (meters)    2667.58  (feet)  COMP
 FS0303  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 FS0303
 FS0303  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0303
 FS0303.The horizontal coordinates were scaled from a topographic map and have
 FS0303.an estimated accuracy of +/- 6 seconds.
 FS0303
 FS0303.The orthometric height was determined by differential leveling
 FS0303.and adjusted by the  in 1992.
 FS0303.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0303.rate of 3.1 thru 4.0 mm/km.
 FS0303
 FS0303.The geoid height was determined by GEOID03.
 FS0303
 FS0303.The dynamic height is computed by dividing the NAVD 88
 FS0303.geopotential number by the normal gravity value computed on the
 FS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0303.degrees latitude (g = 980.6199 gals.).
 FS0303
 FS0303.The modeled gravity was interpolated from observed gravity values.
 FS0303
 FS0303;                    North         East    Units  Estimated Accuracy
 FS0303;SPC AZ W     -   512,580.      152,770.      MT  (+/- 180 meters Scaled)
 FS0303
 FS0303                          SUPERSEDED SURVEY CONTROL
 FS0303
 FS0303  NGVD 29 (??/??/92)  813.255  (m)         2668.15   (f) ADJ UNCH    1 1
 FS0303
 FS0303.Superseded values are not recommended for survey control.
 FS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0303.See file dsdata.txt to determine how the superseded data were derived.
 FS0303
 FS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV337448(NAD 83)
 FS0303_MARKER: DD = SURVEY DISK
 FS0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0303_SP_SET: CULVERT
 FS0303_STAMPING: 1068+45 2669.12 1936
 FS0303_MARK LOGO: AZHD  
 FS0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0303
 FS0303  HISTORY     - Date     Condition        Report By
 FS0303  HISTORY     - 1936     MONUMENTED       AZHD
 FS0303  HISTORY     - 1949     GOOD             NGS
 FS0303  HISTORY     - 1982     GOOD             NGS
 FS0303
 FS0303                          STATION DESCRIPTION
 FS0303
 FS0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0303'18 MI NW FROM GRASSHOPPER JUNCTION.
 FS0303'18.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0303'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST
 FS0303'OF MILEPOST 35, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0303'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0303'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0303'FOOT HIGHER THAN THE HIGHWAY.
 FS0303
 FS0303                          STATION RECOVERY (1982)
 FS0303
 FS0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0303'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1348 ***********************************************************************
 DV1348  DESIGNATION -  1069.59
 DV1348  PID         -  DV1348
 DV1348  STATE/COUNTY-  AZ/MARICOPA
 DV1348  USGS QUAD   -  PERRYVILLE (1982)
 DV1348
 DV1348                         *CURRENT SURVEY CONTROL
 DV1348  ___________________________________________________________________
 DV1348* NAD 83(1986)-  33 27 53.     (N)    112 27 43.     (W)     SCALED    
 DV1348* NAVD 88     -       326.595  (meters)    1071.50   (feet)  ADJUSTED  
 DV1348  ___________________________________________________________________
 DV1348  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV1348  DYNAMIC HT  -         326.220 (meters)    1070.27  (feet)  COMP
 DV1348  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV1348
 DV1348  VERT ORDER  -  FIRST     CLASS II
 DV1348
 DV1348.The horizontal coordinates were scaled from a topographic map and have
 DV1348.an estimated accuracy of +/- 6 seconds.
 DV1348
 DV1348.The orthometric height was determined by differential leveling
 DV1348.and adjusted in November 1993.
 DV1348
 DV1348.The geoid height was determined by GEOID03.
 DV1348
 DV1348.The dynamic height is computed by dividing the NAVD 88
 DV1348.geopotential number by the normal gravity value computed on the
 DV1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1348.degrees latitude (g = 980.6199 gals.).
 DV1348
 DV1348.The modeled gravity was interpolated from observed gravity values.
 DV1348
 DV1348;                    North         East    Units  Estimated Accuracy
 DV1348;SPC AZ C     -   273,420.      162,680.      MT  (+/- 180 meters Scaled)
 DV1348
 DV1348                          SUPERSEDED SURVEY CONTROL
 DV1348
 DV1348.No superseded survey control is available for this station.
 DV1348
 DV1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641037(NAD 83)
 DV1348_MARKER: DB = BENCH MARK DISK
 DV1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1348_SP_SET: CONCRETE BRIDGE
 DV1348_STAMPING: 1069.59
 DV1348_MARK LOGO: AZDT  
 DV1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1348
 DV1348  HISTORY     - Date     Condition        Report By
 DV1348  HISTORY     - UNK      MONUMENTED       AZDT
 DV1348  HISTORY     - 1981     GOOD             AZDT
 DV1348
 DV1348                          STATION DESCRIPTION
 DV1348
 DV1348'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1348'8.0 MI NW FROM GOODYEAR.
 DV1348'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1348'INTERSECTION OF DYSART ROAD TO PERRYVILLE ROAD OVERPASS AND THE MARK.
 DV1348'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1348'EASTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1349 ***********************************************************************
 DV1349  DESIGNATION -  1069.94
 DV1349  PID         -  DV1349
 DV1349  STATE/COUNTY-  AZ/MARICOPA
 DV1349  USGS QUAD   -  PERRYVILLE (1982)
 DV1349
 DV1349                         *CURRENT SURVEY CONTROL
 DV1349  ___________________________________________________________________
 DV1349* NAD 83(1986)-  33 27 53.     (N)    112 27 43.     (W)     SCALED    
 DV1349* NAVD 88     -       326.699  (meters)    1071.85   (feet)  ADJUSTED  
 DV1349  ___________________________________________________________________
 DV1349  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV1349  DYNAMIC HT  -         326.324 (meters)    1070.61  (feet)  COMP
 DV1349  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV1349
 DV1349  VERT ORDER  -  FIRST     CLASS II
 DV1349
 DV1349.The horizontal coordinates were scaled from a topographic map and have
 DV1349.an estimated accuracy of +/- 6 seconds.
 DV1349
 DV1349.The orthometric height was determined by differential leveling
 DV1349.and adjusted in November 1993.
 DV1349
 DV1349.The geoid height was determined by GEOID03.
 DV1349
 DV1349.The dynamic height is computed by dividing the NAVD 88
 DV1349.geopotential number by the normal gravity value computed on the
 DV1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1349.degrees latitude (g = 980.6199 gals.).
 DV1349
 DV1349.The modeled gravity was interpolated from observed gravity values.
 DV1349
 DV1349;                    North         East    Units  Estimated Accuracy
 DV1349;SPC AZ C     -   273,420.      162,680.      MT  (+/- 180 meters Scaled)
 DV1349
 DV1349                          SUPERSEDED SURVEY CONTROL
 DV1349
 DV1349.No superseded survey control is available for this station.
 DV1349
 DV1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641037(NAD 83)
 DV1349_MARKER: DB = BENCH MARK DISK
 DV1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1349_SP_SET: CONCRETE BRIDGE
 DV1349_STAMPING: 1069.94
 DV1349_MARK LOGO: AZDT  
 DV1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1349
 DV1349  HISTORY     - Date     Condition        Report By
 DV1349  HISTORY     - UNK      MONUMENTED       AZDT
 DV1349  HISTORY     - 1981     GOOD             AZDT
 DV1349
 DV1349                          STATION DESCRIPTION
 DV1349
 DV1349'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1349'8.0 MI NW FROM GOODYEAR.
 DV1349'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1349'INTERSECTION OF DYSART ROAD TO PERRYVILLE ROAD OVERPASS AND THE MARK.
 DV1349'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE NORTHWEST DADO OF THE
 DV1349'WESTBOUND, 3.1 FT (0.94 METER) ABOVE THE TOP OF DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0599 ***********************************************************************
 ER0599  DESIGNATION -  107 BKC
 ER0599  PID         -  ER0599
 ER0599  STATE/COUNTY-  AZ/APACHE
 ER0599  USGS QUAD   -  MESA PARADA NW (1984)
 ER0599
 ER0599                         *CURRENT SURVEY CONTROL
 ER0599  ___________________________________________________________________
 ER0599* NAD 83(1986)-  34 26 49.     (N)    109 14 17.     (W)     SCALED    
 ER0599* NAVD 88     -      1971.577  (meters)    6468.42   (feet)  ADJUSTED  
 ER0599  ___________________________________________________________________
 ER0599  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ER0599  DYNAMIC HT  -        1968.644 (meters)    6458.79  (feet)  COMP
 ER0599  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 ER0599
 ER0599  VERT ORDER  -  SECOND    CLASS 0
 ER0599
 ER0599.The horizontal coordinates were scaled from a topographic map and have
 ER0599.an estimated accuracy of +/- 6 seconds.
 ER0599
 ER0599.The orthometric height was determined by differential leveling
 ER0599.and adjusted in June 1991.
 ER0599
 ER0599.The geoid height was determined by GEOID03.
 ER0599
 ER0599.The dynamic height is computed by dividing the NAVD 88
 ER0599.geopotential number by the normal gravity value computed on the
 ER0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0599.degrees latitude (g = 980.6199 gals.).
 ER0599
 ER0599.The modeled gravity was interpolated from observed gravity values.
 ER0599
 ER0599;                    North         East    Units  Estimated Accuracy
 ER0599;SPC AZ E     -   382,620.      298,690.      MT  (+/- 180 meters Scaled)
 ER0599
 ER0599                          SUPERSEDED SURVEY CONTROL
 ER0599
 ER0599  NGVD 29 (??/??/92) 1970.65   (m)         6465.4    (f) COMPUTED    2 0
 ER0599
 ER0599.Superseded values are not recommended for survey control.
 ER0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0599.See file dsdata.txt to determine how the superseded data were derived.
 ER0599
 ER0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD618131(NAD 83)
 ER0599_MARKER: DB = BENCH MARK DISK
 ER0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0599_SP_SET: COPPER-CLAD STEEL ROD
 ER0599_STAMPING: 107 BKC 1968 6465
 ER0599_MARK LOGO: USGS  
 ER0599_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0599+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0599
 ER0599  HISTORY     - Date     Condition        Report By
 ER0599  HISTORY     - 1968     MONUMENTED       USGS
 ER0599
 ER0599                          STATION DESCRIPTION
 ER0599
 ER0599'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0599'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0599'ALONG U S HIGHWAY 666, THENCE 8.1 MILES EAST ALONG A GRAVEL ROAD TO A
 ER0599'Y-ROAD SOUTH, 73 FEET NORTH OF THE INTERSECTION, 4 FEET SOUTH OF A
 ER0599'WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE
 ER0599'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0570 ***********************************************************************
 ER0570  DESIGNATION -  107 DOR
 ER0570  PID         -  ER0570
 ER0570  STATE/COUNTY-  AZ/APACHE
 ER0570  USGS QUAD   -  LONG H RANCH (1984)
 ER0570
 ER0570                         *CURRENT SURVEY CONTROL
 ER0570  ___________________________________________________________________
 ER0570* NAD 83(1986)-  34 45 33.     (N)    109 27 56.     (W)     SCALED    
 ER0570* NAVD 88     -      1825.014  (meters)    5987.57   (feet)  ADJUSTED  
 ER0570  ___________________________________________________________________
 ER0570  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0570  DYNAMIC HT  -        1822.405 (meters)    5979.01  (feet)  COMP
 ER0570  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 ER0570
 ER0570  VERT ORDER  -  SECOND    CLASS II
 ER0570
 ER0570.The horizontal coordinates were scaled from a topographic map and have
 ER0570.an estimated accuracy of +/- 6 seconds.
 ER0570
 ER0570.The orthometric height was determined by differential leveling
 ER0570.and adjusted in June 1991.
 ER0570
 ER0570.The geoid height was determined by GEOID03.
 ER0570
 ER0570.The dynamic height is computed by dividing the NAVD 88
 ER0570.geopotential number by the normal gravity value computed on the
 ER0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0570.degrees latitude (g = 980.6199 gals.).
 ER0570
 ER0570.The modeled gravity was interpolated from observed gravity values.
 ER0570
 ER0570;                    North         East    Units  Estimated Accuracy
 ER0570;SPC AZ E     -   417,080.      277,540.      MT  (+/- 180 meters Scaled)
 ER0570
 ER0570                          SUPERSEDED SURVEY CONTROL
 ER0570
 ER0570.No superseded survey control is available for this station.
 ER0570
 ER0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD404474(NAD 83)
 ER0570_MARKER: DB = BENCH MARK DISK
 ER0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0570_SP_SET: CONCRETE POST
 ER0570_STAMPING: 107 DOR 1972 5985
 ER0570_MARK LOGO: USGS  
 ER0570_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0570+STABILITY: SURFACE MOTION
 ER0570
 ER0570  HISTORY     - Date     Condition        Report By
 ER0570  HISTORY     - 1972     MONUMENTED       USGS
 ER0570
 ER0570                          STATION DESCRIPTION
 ER0570
 ER0570'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0570'41.5 KM (25.80 MI) NNW FROM ST JOHNS.
 ER0570'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0570'180 TO A Y-ROAD JUNCTION LEADING NORTHWEST ALONG HIGHWAY 180, THENCE
 ER0570'2.9 MILES NORTHWEST TO A T-ROAD LEADING NORTHEAST, THENCE 18.1 MILES
 ER0570'NORTH ALONG A ROAD TOWARD NAVAJO, IN A BARE AREA, 33 FEET EAST OF THE
 ER0570'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0454 ***********************************************************************
 GQ0454  DESIGNATION -  107 DOR
 GQ0454  PID         -  GQ0454
 GQ0454  STATE/COUNTY-  AZ/MOHAVE
 GQ0454  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0454
 GQ0454                         *CURRENT SURVEY CONTROL
 GQ0454  ___________________________________________________________________
 GQ0454* NAD 83(1986)-  36 43 02.     (N)    113 31 46.     (W)     SCALED    
 GQ0454* NAVD 88     -      1566.810  (meters)    5140.44   (feet)  POSTED    
 GQ0454  ___________________________________________________________________
 GQ0454  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 GQ0454  DYNAMIC HT  -        1565.020 (meters)    5134.57  (feet)  COMP
 GQ0454  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 GQ0454
 GQ0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0454
 GQ0454.The horizontal coordinates were scaled from a topographic map and have
 GQ0454.an estimated accuracy of +/- 6 seconds.
 GQ0454
 GQ0454.The orthometric height was determined by differential leveling
 GQ0454.and adjusted by the  in 1992.
 GQ0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0454.rate of 0.0 thru 1.0 mm/km.
 GQ0454
 GQ0454.The geoid height was determined by GEOID03.
 GQ0454
 GQ0454.The dynamic height is computed by dividing the NAVD 88
 GQ0454.geopotential number by the normal gravity value computed on the
 GQ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0454.degrees latitude (g = 980.6199 gals.).
 GQ0454
 GQ0454.The modeled gravity was interpolated from observed gravity values.
 GQ0454
 GQ0454;                    North         East    Units  Estimated Accuracy
 GQ0454;SPC AZ W     -   634,140.      233,060.      MT  (+/- 180 meters Scaled)
 GQ0454
 GQ0454                          SUPERSEDED SURVEY CONTROL
 GQ0454
 GQ0454.No superseded survey control is available for this station.
 GQ0454
 GQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF740664(NAD 83)
 GQ0454_MARKER: DB = BENCH MARK DISK
 GQ0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0454_SP_SET: COPPER-CLAD STEEL ROD
 GQ0454_STAMPING: 107 DOR 1970 5137
 GQ0454_MARK LOGO: USGS  
 GQ0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0454
 GQ0454  HISTORY     - Date     Condition        Report By
 GQ0454  HISTORY     - 1970     MONUMENTED       USGS
 GQ0454
 GQ0454                          STATION DESCRIPTION
 GQ0454
 GQ0454'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0454'48.0 KM (29.80 MI) SSE FROM ST GEORGE UT.
 GQ0454'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0454'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0454'ROAD TO THE ARIZONA STATE LINE, CONTINUE 23.1 MILES SOUTH ALONG MT.
 GQ0454'TRUMBULL ROAD TO A Y-ROAD LEADING SOUTH, 75 FEET EAST OF THE Y-ROAD,
 GQ0454'50 FEET SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0454'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0454'THE MARK IS 5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0841 ***********************************************************************
 FQ0841  DESIGNATION -  107 DOR
 FQ0841  PID         -  FQ0841
 FQ0841  STATE/COUNTY-  AZ/COCONINO
 FQ0841  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0841
 FQ0841                         *CURRENT SURVEY CONTROL
 FQ0841  ___________________________________________________________________
 FQ0841* NAD 83(1986)-  35 32 26.     (N)    110 58 11.     (W)     SCALED    
 FQ0841* NAVD 88     -      1475.542  (meters)    4841.01   (feet)  POSTED    
 FQ0841  ___________________________________________________________________
 FQ0841  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0841  DYNAMIC HT  -        1473.660 (meters)    4834.83  (feet)  COMP
 FQ0841  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 FQ0841
 FQ0841  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0841
 FQ0841.The horizontal coordinates were scaled from a topographic map and have
 FQ0841.an estimated accuracy of +/- 6 seconds.
 FQ0841
 FQ0841.The orthometric height was determined by differential leveling
 FQ0841.and adjusted by the  in 1992.
 FQ0841.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0841.rate of 0.0 thru 1.0 mm/km.
 FQ0841
 FQ0841.The geoid height was determined by GEOID03.
 FQ0841
 FQ0841.The dynamic height is computed by dividing the NAVD 88
 FQ0841.geopotential number by the normal gravity value computed on the
 FQ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0841.degrees latitude (g = 980.6199 gals.).
 FQ0841
 FQ0841.The modeled gravity was interpolated from observed gravity values.
 FQ0841
 FQ0841;                    North         East    Units  Estimated Accuracy
 FQ0841;SPC AZ C     -   503,950.      299,230.      MT  (+/- 180 meters Scaled)
 FQ0841
 FQ0841                          SUPERSEDED SURVEY CONTROL
 FQ0841
 FQ0841  NGVD 29 (??/??/92) 1474.80   (m)         4838.6    (f) COMPUTED    2 2
 FQ0841
 FQ0841.Superseded values are not recommended for survey control.
 FQ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0841.See file dsdata.txt to determine how the superseded data were derived.
 FQ0841
 FQ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE027329(NAD 83)
 FQ0841_MARKER: DB = BENCH MARK DISK
 FQ0841_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0841_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0841_STAMPING: 107 DOR 1965 4838
 FQ0841_MARK LOGO: USGS  
 FQ0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0841+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1968
 FQ0841
 FQ0841  HISTORY     - Date     Condition        Report By
 FQ0841  HISTORY     - 1965     MONUMENTED       USGS
 FQ0841  HISTORY     - 19680610 GOOD             USGS
 FQ0841
 FQ0841                          STATION DESCRIPTION
 FQ0841
 FQ0841'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0841'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0841'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0841'T-ROAD NORTHWEST HEADING TOWARDS THE SAND SPRINGS AREA, THENCE 5.7
 FQ0841'MILES NORTHWEST, 0.3 MILES SOUTHEAST OF THE JUNCTION OF A Y-ROAD
 FQ0841'NORTH, 18 FEET NORTHEAST AND 1 FOOT HIGHER THAN THE CENTER OF THE
 FQ0841'ROAD, 3 FEET SOUTHWEST OF A WITNESS POST.  ESTABLISHED AS A USGS
 FQ0841'THIRD ORDER TRIANGULATION STATION IN 1965.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0675 ***********************************************************************
 GP0675  DESIGNATION -  107 DOR
 GP0675  PID         -  GP0675
 GP0675  STATE/COUNTY-  AZ/COCONINO
 GP0675  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0675
 GP0675                         *CURRENT SURVEY CONTROL
 GP0675  ___________________________________________________________________
 GP0675* NAD 83(1986)-  36 34 17.     (N)    110 48 09.     (W)     SCALED    
 GP0675* NAVD 88     -      1913.169  (meters)    6276.79   (feet)  ADJUSTED  
 GP0675  ___________________________________________________________________
 GP0675  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 GP0675  DYNAMIC HT  -        1910.772 (meters)    6268.92  (feet)  COMP
 GP0675  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 GP0675
 GP0675  VERT ORDER  -  SECOND    CLASS 0
 GP0675
 GP0675.The horizontal coordinates were scaled from a topographic map and have
 GP0675.an estimated accuracy of +/- 6 seconds.
 GP0675
 GP0675.The orthometric height was determined by differential leveling
 GP0675.and adjusted in June 1991.
 GP0675
 GP0675.The geoid height was determined by GEOID03.
 GP0675
 GP0675.The dynamic height is computed by dividing the NAVD 88
 GP0675.geopotential number by the normal gravity value computed on the
 GP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0675.degrees latitude (g = 980.6199 gals.).
 GP0675
 GP0675.The modeled gravity was interpolated from observed gravity values.
 GP0675
 GP0675;                    North         East    Units  Estimated Accuracy
 GP0675;SPC AZ C     -   618,490.      313,080.      MT  (+/- 180 meters Scaled)
 GP0675
 GP0675                          SUPERSEDED SURVEY CONTROL
 GP0675
 GP0675.No superseded survey control is available for this station.
 GP0675
 GP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF176473(NAD 83)
 GP0675_MARKER: DB = BENCH MARK DISK
 GP0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0675_SP_SET: COPPER-CLAD STEEL ROD
 GP0675_STAMPING: 107 DOR 1969 6274
 GP0675_MARK LOGO: USGS  
 GP0675_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0675+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0675
 GP0675  HISTORY     - Date     Condition        Report By
 GP0675  HISTORY     - 1969     MONUMENTED       USGS
 GP0675
 GP0675                          STATION DESCRIPTION
 GP0675
 GP0675'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0675'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0675'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0675'NORTH, THENCE 14.4 MILES NORTH AND NORTHEAST, 0.1 MILE SOUTHWEST OF
 GP0675'AN EARTH STOCK TANK, 0.1 MILE NORTH OF A Y-ROAD SOUTHWEST, 50 FEET
 GP0675'WEST AND 3 FEET HIGHER THAN THE ROAD, 10 FEET NORTH OF A TELEPHONE
 GP0675'POLE, 2 FEET SOUTH OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED
 GP0675'BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0031 ***********************************************************************
 CZ0031  DESIGNATION -  1073
 CZ0031  PID         -  CZ0031
 CZ0031  STATE/COUNTY-  AZ/COCHISE
 CZ0031  USGS QUAD   -  DRAGOON (1995)
 CZ0031
 CZ0031                         *CURRENT SURVEY CONTROL
 CZ0031  ___________________________________________________________________
 CZ0031* NAD 83(1986)-  32 07 11.     (N)    110 00 58.     (W)     SCALED    
 CZ0031* NAVD 88     -      1411.192  (meters)    4629.89   (feet)  ADJUSTED  
 CZ0031  ___________________________________________________________________
 CZ0031  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CZ0031  DYNAMIC HT  -        1409.048 (meters)    4622.85  (feet)  COMP
 CZ0031  MODELED GRAV-     979,070.1   (mgal)                       NAVD 88
 CZ0031
 CZ0031  VERT ORDER  -  FIRST     CLASS II
 CZ0031
 CZ0031.The horizontal coordinates were scaled from a topographic map and have
 CZ0031.an estimated accuracy of +/- 6 seconds.
 CZ0031
 CZ0031.The orthometric height was determined by differential leveling
 CZ0031.and adjusted in June 1991.
 CZ0031
 CZ0031.The geoid height was determined by GEOID03.
 CZ0031
 CZ0031.The dynamic height is computed by dividing the NAVD 88
 CZ0031.geopotential number by the normal gravity value computed on the
 CZ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0031.degrees latitude (g = 980.6199 gals.).
 CZ0031
 CZ0031.The modeled gravity was interpolated from observed gravity values.
 CZ0031
 CZ0031;                    North         East    Units  Estimated Accuracy
 CZ0031;SPC AZ E     -   124,150.      227,570.      MT  (+/- 180 meters Scaled)
 CZ0031
 CZ0031                          SUPERSEDED SURVEY CONTROL
 CZ0031
 CZ0031  NGVD 29 (??/??/92) 1410.342  (m)         4627.10   (f) ADJ UNCH    1 2
 CZ0031
 CZ0031.Superseded values are not recommended for survey control.
 CZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0031.See file dsdata.txt to determine how the superseded data were derived.
 CZ0031
 CZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA928541(NAD 83)
 CZ0031_MARKER: DD = SURVEY DISK
 CZ0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0031_SP_SET: BRIDGE
 CZ0031_STAMPING: 1073 4627.93
 CZ0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0031
 CZ0031  HISTORY     - Date     Condition        Report By
 CZ0031  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0031  HISTORY     - 1960     GOOD             NGS
 CZ0031  HISTORY     - 1979     GOOD             NGS
 CZ0031
 CZ0031                          STATION DESCRIPTION
 CZ0031
 CZ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0031'21.8 MI E FROM BENSON.
 CZ0031'21.8 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0031'HIGHWAY 86, AT MILEPOST 314, 35 FEET SOUTHEAST OF THE CENTERLINE OF
 CZ0031'THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF
 CZ0031'THE SOUTHEAST HEADWALL OF A 5-FOOT CONCRETE BRIDGE THAT IS A STOCK
 CZ0031'UNDERPASS, ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 CZ0031
 CZ0031                          STATION RECOVERY (1979)
 CZ0031
 CZ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0031'34.8 KILOMETERS (21.65 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0031'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0031'OF THE SOUTHEAST HEADWALL FOR A 1.8- BY 2.4-METER BOX CULVERT, 10.7
 CZ0031'METERS (35.3 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0031'TRAFFIC LANE AND 41 METERS (134 FEET) SOUTHWEST OF MILE POST 326.
 CZ0031'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1430 ***********************************************************************
 DU1430  DESIGNATION -  1076
 DU1430  PID         -  DU1430
 DU1430  STATE/COUNTY-  AZ/MARICOPA
 DU1430  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1430
 DU1430                         *CURRENT SURVEY CONTROL
 DU1430  ___________________________________________________________________
 DU1430* NAD 83(1986)-  33 23 12.     (N)    111 36 56.     (W)     SCALED    
 DU1430* NAVD 88     -       457.594  (meters)    1501.29   (feet)  ADJUSTED  
 DU1430  ___________________________________________________________________
 DU1430  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1430  DYNAMIC HT  -         457.045 (meters)    1499.49  (feet)  COMP
 DU1430  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 DU1430
 DU1430  VERT ORDER  -  FIRST     CLASS I
 DU1430
 DU1430.The horizontal coordinates were scaled from a topographic map and have
 DU1430.an estimated accuracy of +/- 6 seconds.
 DU1430
 DU1430.The orthometric height was determined by differential leveling
 DU1430.and adjusted in November 1993.
 DU1430
 DU1430.The geoid height was determined by GEOID03.
 DU1430
 DU1430.The dynamic height is computed by dividing the NAVD 88
 DU1430.geopotential number by the normal gravity value computed on the
 DU1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1430.degrees latitude (g = 980.6199 gals.).
 DU1430
 DU1430.The modeled gravity was interpolated from observed gravity values.
 DU1430
 DU1430;                    North         East    Units  Estimated Accuracy
 DU1430;SPC AZ C     -   264,670.      241,370.      MT  (+/- 180 meters Scaled)
 DU1430
 DU1430                          SUPERSEDED SURVEY CONTROL
 DU1430
 DU1430  NGVD 29 (??/??/92)  457.512  (m)         1501.02   (f) ADJ UNCH    1 1
 DU1430
 DU1430.Superseded values are not recommended for survey control.
 DU1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1430.See file dsdata.txt to determine how the superseded data were derived.
 DU1430
 DU1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427943(NAD 83)
 DU1430_MARKER: DD = SURVEY DISK
 DU1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1430_SP_SET: CONCRETE POST
 DU1430_STAMPING: P M STA 1076
 DU1430_MARK LOGO: AZHD  
 DU1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1430+STABILITY: SURFACE MOTION
 DU1430
 DU1430  HISTORY     - Date     Condition        Report By
 DU1430  HISTORY     - UNK      MONUMENTED       AZDT
 DU1430  HISTORY     - 1975     GOOD             AZDT
 DU1430  HISTORY     - 1984     GOOD             AZDT
 DU1430  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 DU1430
 DU1430                          STATION DESCRIPTION
 DU1430
 DU1430'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1430'7 MI SE FROM BUCKHORN.
 DU1430'ON THE CENTERLINE OF THE SUPERSTITION FREEWAY.  5 FT. WEST OF THE
 DU1430'CENTERLINE OF CRISMON ROAD.  SUPERSTITION FREEWAY BETWEEN POWER ROAD
 DU1430'AND APACHE JUNCTION.  AN AHD BRASS CAP, SET IN A SQUARE CONCRETE POST,
 DU1430'UP 0.05 FT.
 DU1430
 DU1430                          STATION RECOVERY (1984)
 DU1430
 DU1430'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1430'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1430'INTERSECTION OF EAST BROADWAY ROAD AND CRISMON ROAD GO SOUTH ON
 DU1430'CRISMON ROAD FOR APROXIMATELY 2.41 KM.  (1.5 MI.) TO THE INTERSECTION
 DU1430'OF CRISMON ROAD AND THE CENTERLINE OF STATE ROUTE 360 (SUPERSTITION
 DU1430'FREEWAY),ON THE CENTERLINE OF THE SUPERSTITION FREEWAY, 1.5 METERS (5
 DU1430'FT.) WEST OF THE CENTERLINE OF CRISMON ROAD.  AN AZHD BRASS CAP, SET
 DU1430'IN A SQUARE CONCRETE POST, SET FLUSH.
 DU1430
 DU1430                          STATION RECOVERY (2006)
 DU1430
 DU1430'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1430'MARK NOT RECOVERED. A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1430'MOST LIKELY DESTROYED DURING CONSTRUCTION OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0302 ***********************************************************************
 FS0302  DESIGNATION -  1076+50
 FS0302  PID         -  FS0302
 FS0302  STATE/COUNTY-  AZ/MOHAVE
 FS0302  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0302
 FS0302                         *CURRENT SURVEY CONTROL
 FS0302  ___________________________________________________________________
 FS0302* NAD 83(1986)-  35 37 16.     (N)    114 25 11.     (W)     SCALED    
 FS0302* NAVD 88     -       812.190  (meters)    2664.66   (feet)  POSTED    
 FS0302  ___________________________________________________________________
 FS0302  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0302  DYNAMIC HT  -         811.290 (meters)    2661.71  (feet)  COMP
 FS0302  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 FS0302
 FS0302  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0302
 FS0302.The horizontal coordinates were scaled from a topographic map and have
 FS0302.an estimated accuracy of +/- 6 seconds.
 FS0302
 FS0302.The orthometric height was determined by differential leveling
 FS0302.and adjusted by the  in 1992.
 FS0302.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0302.rate of 3.1 thru 4.0 mm/km.
 FS0302
 FS0302.The geoid height was determined by GEOID03.
 FS0302
 FS0302.The dynamic height is computed by dividing the NAVD 88
 FS0302.geopotential number by the normal gravity value computed on the
 FS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0302.degrees latitude (g = 980.6199 gals.).
 FS0302
 FS0302.The modeled gravity was interpolated from observed gravity values.
 FS0302
 FS0302;                    North         East    Units  Estimated Accuracy
 FS0302;SPC AZ W     -   512,700.      152,690.      MT  (+/- 180 meters Scaled)
 FS0302
 FS0302                          SUPERSEDED SURVEY CONTROL
 FS0302
 FS0302  NGVD 29 (??/??/92)  811.463  (m)         2662.27   (f) ADJ UNCH    1 1
 FS0302
 FS0302.Superseded values are not recommended for survey control.
 FS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0302.See file dsdata.txt to determine how the superseded data were derived.
 FS0302
 FS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV336449(NAD 83)
 FS0302_MARKER: DD = SURVEY DISK
 FS0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0302_SP_SET: CULVERT
 FS0302_STAMPING: 1076+50 2663.23 1936
 FS0302_MARK LOGO: AZHD  
 FS0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0302
 FS0302  HISTORY     - Date     Condition        Report By
 FS0302  HISTORY     - 1936     MONUMENTED       AZHD
 FS0302  HISTORY     - 1949     GOOD             NGS
 FS0302  HISTORY     - 1982     GOOD             NGS
 FS0302
 FS0302                          STATION DESCRIPTION
 FS0302
 FS0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0302'18.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0302'18.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0302'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.3 MILE NORTHWEST
 FS0302'OF MILEPOST 35, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0302'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0302'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0302'FOOT HIGHER THAN THE HIGHWAY.
 FS0302
 FS0302                          STATION RECOVERY (1982)
 FS0302
 FS0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0302'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0600 ***********************************************************************
 ER0600  DESIGNATION -  108 BKC
 ER0600  PID         -  ER0600
 ER0600  STATE/COUNTY-  AZ/APACHE
 ER0600  USGS QUAD   -  MESA PARADA NW (1984)
 ER0600
 ER0600                         *CURRENT SURVEY CONTROL
 ER0600  ___________________________________________________________________
 ER0600* NAD 83(1986)-  34 26 55.     (N)    109 13 12.     (W)     SCALED    
 ER0600* NAVD 88     -      1965.503  (meters)    6448.49   (feet)  ADJUSTED  
 ER0600  ___________________________________________________________________
 ER0600  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 ER0600  DYNAMIC HT  -        1962.570 (meters)    6438.87  (feet)  COMP
 ER0600  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 ER0600
 ER0600  VERT ORDER  -  SECOND    CLASS 0
 ER0600
 ER0600.The horizontal coordinates were scaled from a topographic map and have
 ER0600.an estimated accuracy of +/- 6 seconds.
 ER0600
 ER0600.The orthometric height was determined by differential leveling
 ER0600.and adjusted in June 1991.
 ER0600
 ER0600.The geoid height was determined by GEOID03.
 ER0600
 ER0600.The dynamic height is computed by dividing the NAVD 88
 ER0600.geopotential number by the normal gravity value computed on the
 ER0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0600.degrees latitude (g = 980.6199 gals.).
 ER0600
 ER0600.The modeled gravity was interpolated from observed gravity values.
 ER0600
 ER0600;                    North         East    Units  Estimated Accuracy
 ER0600;SPC AZ E     -   382,820.      300,350.      MT  (+/- 180 meters Scaled)
 ER0600
 ER0600                          SUPERSEDED SURVEY CONTROL
 ER0600
 ER0600  NGVD 29 (??/??/92) 1964.56   (m)         6445.4    (f) COMPUTED    2 0
 ER0600
 ER0600.Superseded values are not recommended for survey control.
 ER0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0600.See file dsdata.txt to determine how the superseded data were derived.
 ER0600
 ER0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD635133(NAD 83)
 ER0600_MARKER: DB = BENCH MARK DISK
 ER0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0600_SP_SET: COPPER-CLAD STEEL ROD
 ER0600_STAMPING: 108 BKC 1968 6445
 ER0600_MARK LOGO: USGS  
 ER0600_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0600+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0600
 ER0600  HISTORY     - Date     Condition        Report By
 ER0600  HISTORY     - 1968     MONUMENTED       USGS
 ER0600
 ER0600                          STATION DESCRIPTION
 ER0600
 ER0600'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0600'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0600'ALONG U S HIGHWAY 666, THENCE 9.1 MILES EAST ALONG A GRAVEL ROAD, 34
 ER0600'FEET EAST OF THE ROAD, 2 FEET SOUTH OF A WITNESS SIGN ON A FENCE, SET
 ER0600'ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE
 ER0600'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0571 ***********************************************************************
 ER0571  DESIGNATION -  108 DOR
 ER0571  PID         -  ER0571
 ER0571  STATE/COUNTY-  AZ/APACHE
 ER0571  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0571
 ER0571                         *CURRENT SURVEY CONTROL
 ER0571  ___________________________________________________________________
 ER0571* NAD 83(1986)-  34 44 32.     (N)    109 27 57.     (W)     SCALED    
 ER0571* NAVD 88     -      1820.345  (meters)    5972.25   (feet)  ADJUSTED  
 ER0571  ___________________________________________________________________
 ER0571  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 ER0571  DYNAMIC HT  -        1817.745 (meters)    5963.72  (feet)  COMP
 ER0571  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 ER0571
 ER0571  VERT ORDER  -  SECOND    CLASS II
 ER0571
 ER0571.The horizontal coordinates were scaled from a topographic map and have
 ER0571.an estimated accuracy of +/- 6 seconds.
 ER0571
 ER0571.The orthometric height was determined by differential leveling
 ER0571.and adjusted in June 1991.
 ER0571
 ER0571.The geoid height was determined by GEOID03.
 ER0571
 ER0571.The dynamic height is computed by dividing the NAVD 88
 ER0571.geopotential number by the normal gravity value computed on the
 ER0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0571.degrees latitude (g = 980.6199 gals.).
 ER0571
 ER0571.The modeled gravity was interpolated from observed gravity values.
 ER0571
 ER0571;                    North         East    Units  Estimated Accuracy
 ER0571;SPC AZ E     -   415,200.      277,530.      MT  (+/- 180 meters Scaled)
 ER0571
 ER0571                          SUPERSEDED SURVEY CONTROL
 ER0571
 ER0571.No superseded survey control is available for this station.
 ER0571
 ER0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD404455(NAD 83)
 ER0571_MARKER: DB = BENCH MARK DISK
 ER0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0571_SP_SET: CONCRETE POST
 ER0571_STAMPING: 108 DOR 1972 5969
 ER0571_MARK LOGO: USGS  
 ER0571_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0571+STABILITY: SURFACE MOTION
 ER0571
 ER0571  HISTORY     - Date     Condition        Report By
 ER0571  HISTORY     - 1972     MONUMENTED       USGS
 ER0571
 ER0571                          STATION DESCRIPTION
 ER0571
 ER0571'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0571'39.6 KM (24.60 MI) NNW FROM ST JOHNS.
 ER0571'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0571'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0571'180 TO A T-ROAD NORTHEAST, THENCE 16.9 MILES NORTH ALONG THE ROAD
 ER0571'TOWARD NAVAJO TO A GATE, 47 FEET WEST OF THE ROAD, AND 1.2 FEET SOUTH
 ER0571'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0455 ***********************************************************************
 GQ0455  DESIGNATION -  108 DOR
 GQ0455  PID         -  GQ0455
 GQ0455  STATE/COUNTY-  AZ/MOHAVE
 GQ0455  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0455
 GQ0455                         *CURRENT SURVEY CONTROL
 GQ0455  ___________________________________________________________________
 GQ0455* NAD 83(1986)-  36 42 38.     (N)    113 30 41.     (W)     SCALED    
 GQ0455* NAVD 88     -      1578.071  (meters)    5177.39   (feet)  POSTED    
 GQ0455  ___________________________________________________________________
 GQ0455  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 GQ0455  DYNAMIC HT  -        1576.260 (meters)    5171.45  (feet)  COMP
 GQ0455  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 GQ0455
 GQ0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0455
 GQ0455.The horizontal coordinates were scaled from a topographic map and have
 GQ0455.an estimated accuracy of +/- 6 seconds.
 GQ0455
 GQ0455.The orthometric height was determined by differential leveling
 GQ0455.and adjusted by the  in 1992.
 GQ0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0455.rate of 0.0 thru 1.0 mm/km.
 GQ0455
 GQ0455.The geoid height was determined by GEOID03.
 GQ0455
 GQ0455.The dynamic height is computed by dividing the NAVD 88
 GQ0455.geopotential number by the normal gravity value computed on the
 GQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0455.degrees latitude (g = 980.6199 gals.).
 GQ0455
 GQ0455.The modeled gravity was interpolated from observed gravity values.
 GQ0455
 GQ0455;                    North         East    Units  Estimated Accuracy
 GQ0455;SPC AZ W     -   633,400.      234,680.      MT  (+/- 180 meters Scaled)
 GQ0455
 GQ0455                          SUPERSEDED SURVEY CONTROL
 GQ0455
 GQ0455.No superseded survey control is available for this station.
 GQ0455
 GQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF756657(NAD 83)
 GQ0455_MARKER: DB = BENCH MARK DISK
 GQ0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0455_SP_SET: COPPER-CLAD STEEL ROD
 GQ0455_STAMPING: 108 DOR 1970 5174
 GQ0455_MARK LOGO: USGS  
 GQ0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0455
 GQ0455  HISTORY     - Date     Condition        Report By
 GQ0455  HISTORY     - 1970     MONUMENTED       USGS
 GQ0455
 GQ0455                          STATION DESCRIPTION
 GQ0455
 GQ0455'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0455'49.7 KM (30.90 MI) SSE FROM ST GEORGE UT.
 GQ0455'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0455'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0455'ROAD TO THE ARIZONA STATE LINE, CONTINUE 24.2 MILES SOUTH ALONG MT.
 GQ0455'TRUMBULL ROAD, 0.3 MILES NORTHWEST OF A CATTLEGUARD, 0.1 MILE
 GQ0455'WEST-NORTHWEST OF A BLM CADASTRAL SURVEY BRASS CAP STAMPED T38N R11W
 GQ0455'S7/S8 1965, 50 FEET SOUTH-SOUTHWEST OF THE ROAD, EAST-SOUTHEAST OF A
 GQ0455'ROAD LEADING SOUTH-SOUTHWEST.  ROD DEPTH UNKNOWN.
 GQ0455'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0455'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0676 ***********************************************************************
 GP0676  DESIGNATION -  108 DOR
 GP0676  PID         -  GP0676
 GP0676  STATE/COUNTY-  AZ/COCONINO
 GP0676  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0676
 GP0676                         *CURRENT SURVEY CONTROL
 GP0676  ___________________________________________________________________
 GP0676* NAD 83(1986)-  36 34 52.     (N)    110 47 43.     (W)     SCALED    
 GP0676* NAVD 88     -      1921.293  (meters)    6303.44   (feet)  ADJUSTED  
 GP0676  ___________________________________________________________________
 GP0676  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 GP0676  DYNAMIC HT  -        1918.881 (meters)    6295.53  (feet)  COMP
 GP0676  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 GP0676
 GP0676  VERT ORDER  -  SECOND    CLASS 0
 GP0676
 GP0676.The horizontal coordinates were scaled from a topographic map and have
 GP0676.an estimated accuracy of +/- 6 seconds.
 GP0676
 GP0676.The orthometric height was determined by differential leveling
 GP0676.and adjusted in June 1991.
 GP0676
 GP0676.The geoid height was determined by GEOID03.
 GP0676
 GP0676.The dynamic height is computed by dividing the NAVD 88
 GP0676.geopotential number by the normal gravity value computed on the
 GP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0676.degrees latitude (g = 980.6199 gals.).
 GP0676
 GP0676.The modeled gravity was interpolated from observed gravity values.
 GP0676
 GP0676;                    North         East    Units  Estimated Accuracy
 GP0676;SPC AZ C     -   619,570.      313,710.      MT  (+/- 180 meters Scaled)
 GP0676
 GP0676                          SUPERSEDED SURVEY CONTROL
 GP0676
 GP0676.No superseded survey control is available for this station.
 GP0676
 GP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF183484(NAD 83)
 GP0676_MARKER: DB = BENCH MARK DISK
 GP0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0676_SP_SET: COPPER-CLAD STEEL ROD
 GP0676_STAMPING: 108 DOR 1969 6300
 GP0676_MARK LOGO: USGS  
 GP0676_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0676+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0676
 GP0676  HISTORY     - Date     Condition        Report By
 GP0676  HISTORY     - 1969     MONUMENTED       USGS
 GP0676
 GP0676                          STATION DESCRIPTION
 GP0676
 GP0676'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0676'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0676'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0676'NORTH, THENCE 15.2 MILES NORTH AND NORTHEAST TO A PAVED CROSSROAD TO
 GP0676'SHONTO, 125 FEET NORTH OF THE CROSSROAD, 53 FEET WEST AND 3 FEET
 GP0676'HIGHER THAN THE ROAD, 2 FEET SOUTH OF A WITNESS, SET ON A
 GP0676'COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0284 ***********************************************************************
 CY0284  DESIGNATION -  108 H
 CY0284  PID         -  CY0284
 CY0284  STATE/COUNTY-  AZ/COCHISE
 CY0284  USGS QUAD   -  BOWIE (1974)
 CY0284
 CY0284                         *CURRENT SURVEY CONTROL
 CY0284  ___________________________________________________________________
 CY0284* NAD 83(1992)-  32 19 04.37911(N)    109 26 17.21155(W)     ADJUSTED  
 CY0284* NAVD 88     -      1127.271  (meters)    3698.39   (feet)  ADJUSTED  
 CY0284  ___________________________________________________________________
 CY0284  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CY0284  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0284  DYNAMIC HT  -        1125.607 (meters)    3692.93  (feet)  COMP
 CY0284  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 CY0284
 CY0284  HORZ ORDER  -  SECOND
 CY0284  VERT ORDER  -  FIRST     CLASS II
 CY0284
 CY0284.The horizontal coordinates were established by classical geodetic methods
 CY0284.and adjusted by the National Geodetic Survey in August 1993.
 CY0284
 CY0284.The orthometric height was determined by differential leveling
 CY0284.and adjusted in June 1991.
 CY0284
 CY0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0284
 CY0284.The geoid height was determined by GEOID03.
 CY0284
 CY0284.The dynamic height is computed by dividing the NAVD 88
 CY0284.geopotential number by the normal gravity value computed on the
 CY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0284.degrees latitude (g = 980.6199 gals.).
 CY0284
 CY0284.The modeled gravity was interpolated from observed gravity values.
 CY0284
 CY0284;                    North         East     Units Scale Factor Converg.
 CY0284;SPC AZ E     -   146,346.599   281,958.562   MT  0.99995801   +0 23 22.2
 CY0284;SPC AZ E     -   480,139.76    925,060.90   iFT  0.99995801   +0 23 22.2
 CY0284;UTM  12      - 3,576,743.030   647,025.051   MT  0.99986657   +0 50 06.6
 CY0284
 CY0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0284!SPC AZ E     -   0.99982725  x   0.99995801  =   0.99978526
 CY0284!UTM  12      -   0.99982725  x   0.99986657  =   0.99969384
 CY0284
 CY0284                          SUPERSEDED SURVEY CONTROL
 CY0284
 CY0284  NAD 83(1986)-  32 19 04.37439(N)    109 26 17.20895(W) AD(       ) 2
 CY0284  NAD 27      -  32 19 04.10190(N)    109 26 14.98200(W) AD(       ) 2
 CY0284  NGVD 29 (??/??/92) 1127.032  (m)         3697.60   (f) ADJ UNCH    1 2
 CY0284
 CY0284.Superseded values are not recommended for survey control.
 CY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0284.See file dsdata.txt to determine how the superseded data were derived.
 CY0284
 CY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4702576743(NAD 83)
 CY0284_MARKER: P = PIPE CAP
 CY0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0284_STAMPING: 108 H 1907
 CY0284_PROJECTION: PROJECTING 60 CENTIMETERS
 CY0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0284
 CY0284  HISTORY     - Date     Condition        Report By
 CY0284  HISTORY     - 1960     MONUMENTED       CGS
 CY0284  HISTORY     - 1953     GOOD             NGS
 CY0284  HISTORY     - 1960     GOOD             NGS
 CY0284  HISTORY     - 1979     GOOD             NGS
 CY0284
 CY0284                          STATION DESCRIPTION
 CY0284
 CY0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0284'THE STATION IS LOCATED 3 MILES EAST OF BOWIE.
 CY0284'
 CY0284'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED H 108
 CY0284'1907, SET IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 18 INCHES.
 CY0284'IT IS 100 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 3
 CY0284'FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE AND 2.3 FEET EAST
 CY0284'OF A WITNESS POST.
 CY0284
 CY0284                          STATION RECOVERY (1953)
 CY0284
 CY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0284'3.0 MI E FROM BOWIE.
 CY0284'3.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0284'BOWIE.  0.35 MILE EAST OF MILEPOST 1101.100 FEET NORTH OF THE NORTH
 CY0284'RAIL.  31 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 2.7 FEET EAST
 CY0284'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CY0284'PROJECTS 1.4 FEET ABOVE THE GROUND.  3 FEET NORTH OF A FENCE.
 CY0284
 CY0284                          STATION RECOVERY (1960)
 CY0284
 CY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0284'RECOVERED IN GOOD CONDITION.
 CY0284
 CY0284                          STATION RECOVERY (1979)
 CY0284
 CY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0284'4.7 KILOMETERS (2.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0284'FROM THE STATION AT BOWIE, 0.1 KILOMETER (0.05 MILE) EAST OF RAILROAD
 CY0284'CULVERT 1101.26, 30.4 METERS (99.7 FEET) NORTH OF THE NORTH RAIL AND
 CY0284'0.75 METER (2.5 FEET) NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0284'THE MARK IS 4.5 METERS  E FROM A WITNESS POST.
 CY0284'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0486 ***********************************************************************
 CZ0486  DESIGNATION -  108+87.3
 CZ0486  PID         -  CZ0486
 CZ0486  STATE/COUNTY-  AZ/PIMA
 CZ0486  USGS QUAD   -  MARANA (1992)
 CZ0486
 CZ0486                         *CURRENT SURVEY CONTROL
 CZ0486  ___________________________________________________________________
 CZ0486* NAD 83(1986)-  32 28 44.     (N)    111 14 21.     (W)     SCALED    
 CZ0486* NAVD 88     -       596.383  (meters)    1956.63   (feet)  ADJUSTED  
 CZ0486  ___________________________________________________________________
 CZ0486  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CZ0486  DYNAMIC HT  -         595.599 (meters)    1954.06  (feet)  COMP
 CZ0486  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 CZ0486
 CZ0486  VERT ORDER  -  FIRST     CLASS II
 CZ0486
 CZ0486.The horizontal coordinates were scaled from a topographic map and have
 CZ0486.an estimated accuracy of +/- 6 seconds.
 CZ0486
 CZ0486.The orthometric height was determined by differential leveling
 CZ0486.and adjusted in June 1991.
 CZ0486
 CZ0486.The geoid height was determined by GEOID03.
 CZ0486
 CZ0486.The dynamic height is computed by dividing the NAVD 88
 CZ0486.geopotential number by the normal gravity value computed on the
 CZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0486.degrees latitude (g = 980.6199 gals.).
 CZ0486
 CZ0486.The modeled gravity was interpolated from observed gravity values.
 CZ0486
 CZ0486;                    North         East    Units  Estimated Accuracy
 CZ0486;SPC AZ C     -   164,170.      277,040.      MT  (+/- 180 meters Scaled)
 CZ0486
 CZ0486                          SUPERSEDED SURVEY CONTROL
 CZ0486
 CZ0486  NGVD 29 (??/??/92)  595.845  (m)         1954.87   (f) ADJ UNCH    1 2
 CZ0486
 CZ0486.Superseded values are not recommended for survey control.
 CZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0486.See file dsdata.txt to determine how the superseded data were derived.
 CZ0486
 CZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA775935(NAD 83)
 CZ0486_MARKER: DD = SURVEY DISK
 CZ0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0486_SP_SET: CURB
 CZ0486_STAMPING: 108+87.3 1931 1955.25
 CZ0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0486+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0486
 CZ0486  HISTORY     - Date     Condition        Report By
 CZ0486  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0486  HISTORY     - 1951     GOOD             NGS
 CZ0486  HISTORY     - 1960     GOOD             NGS
 CZ0486  HISTORY     - 1980     GOOD             NGS
 CZ0486  HISTORY     - 19960204 GOOD             USPSQD
 CZ0486  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0486
 CZ0486                          STATION DESCRIPTION
 CZ0486
 CZ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0486'2.1 MI NW FROM MARANA.
 CZ0486'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0486'RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE NUMBER
 CZ0486'959.87, AND RAILROAD SEMAPHORE SIGNAL NUMBER 9598, AND IN THE TOP OF
 CZ0486'THE APPROXIMATE CENTER OF THE CONCRETE CURBING OF THE HIGHWAY BRIDGE,
 CZ0486'36 1/2 FEET NORTHWEST OF TELEGRAPH POLE NUMBER 11775, 16 FEET
 CZ0486'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF
 CZ0486'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0486
 CZ0486                          STATION RECOVERY (1960)
 CZ0486
 CZ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0486'RECOVERED IN GOOD CONDITION.
 CZ0486
 CZ0486                          STATION RECOVERY (1980)
 CZ0486
 CZ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0486'38.8 KILOMETERS (24.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0486'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1
 CZ0486'MILE) NORTHWEST OF MILE POST NUMBER 960, AT RAILROAD MILEAGE
 CZ0486'959.87, AT A FRONTAGE ROAD FIVE CHANNEL CONCRETE BRIDGE, SET IN
 CZ0486'THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL, 8.75 METERS
 CZ0486'(28.7 FEET) NORTHWEST OF THE SOUTHEAST END, 35.8 METERS (117.6
 CZ0486'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16.0 FEET)
 CZ0486'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0486'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0486
 CZ0486                          STATION RECOVERY (1996)
 CZ0486
 CZ0486'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0486'RECOVERED IN GOOD CONDITION.
 CZ0486
 CZ0486                          STATION RECOVERY (2006)
 CZ0486
 CZ0486'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1757 ***********************************************************************
 DV1757  DESIGNATION -  1080.57
 DV1757  PID         -  DV1757
 DV1757  STATE/COUNTY-  AZ/MARICOPA
 DV1757  USGS QUAD   -  GLENDALE (1982)
 DV1757
 DV1757                         *CURRENT SURVEY CONTROL
 DV1757  ___________________________________________________________________
 DV1757* NAD 83(1986)-  33 37 23.     (N)    112 14 13.     (W)     SCALED    
 DV1757* NAVD 88     -       359.993  (meters)    1181.08   (feet)  ADJUSTED  
 DV1757  ___________________________________________________________________
 DV1757  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1757  DYNAMIC HT  -         359.578 (meters)    1179.72  (feet)  COMP
 DV1757  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 DV1757
 DV1757  VERT ORDER  -  SECOND    CLASS I
 DV1757
 DV1757.The horizontal coordinates were scaled from a topographic map and have
 DV1757.an estimated accuracy of +/- 6 seconds.
 DV1757
 DV1757.The orthometric height was determined by differential leveling
 DV1757.and adjusted in November 1993.
 DV1757
 DV1757.The geoid height was determined by GEOID03.
 DV1757
 DV1757.The dynamic height is computed by dividing the NAVD 88
 DV1757.geopotential number by the normal gravity value computed on the
 DV1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1757.degrees latitude (g = 980.6199 gals.).
 DV1757
 DV1757.The modeled gravity was interpolated from observed gravity values.
 DV1757
 DV1757;                    North         East    Units  Estimated Accuracy
 DV1757;SPC AZ C     -   290,890.      183,640.      MT  (+/- 180 meters Scaled)
 DV1757
 DV1757                          SUPERSEDED SURVEY CONTROL
 DV1757
 DV1757.No superseded survey control is available for this station.
 DV1757
 DV1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852210(NAD 83)
 DV1757_MARKER: DB = BENCH MARK DISK
 DV1757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1757_SP_SET: CONCRETE ABUTMENT
 DV1757_STAMPING: 1080.57
 DV1757_MARK LOGO: AZDT  
 DV1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1757
 DV1757  HISTORY     - Date     Condition        Report By
 DV1757  HISTORY     - UNK      MONUMENTED       AZDT
 DV1757  HISTORY     - 1982     GOOD             AZDT
 DV1757  HISTORY     - 19951017 MARK NOT FOUND   USPSQD
 DV1757  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 DV1757
 DV1757                          STATION DESCRIPTION
 DV1757
 DV1757'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1757'4.59 KM (2.85 MI) NORTH FROM PEORIA.
 DV1757'4.59 KM (2.85 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1757'AVENUE IN PEORIA, THE MARK ON THE RIGHT AND IN THE EAST END OF THE
 DV1757'NORTH ABUTMENT OF SKUNK CREEK BRIDGE, 3.0 FT (0.91 METERS) EAST OF
 DV1757'NORTH END OF ABUTMENT, 31.0 FT (9.49 METERS) EAST OF CENTERLINE OF
 DV1757'83RD AVENUE, A STANDARD AZDT ALUMINIUM CAP.
 DV1757
 DV1757                          STATION RECOVERY (1995)
 DV1757
 DV1757'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1757'MARK NOT FOUND.
 DV1757
 DV1757                          STATION RECOVERY (2006)
 DV1757
 DV1757'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1757'THE BRIDGE HAS BEEN WIDENED/UPDATED/MODIFIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0426 ***********************************************************************
 CY0426  DESIGNATION -  1084.64
 CY0426  PID         -  CY0426
 CY0426  STATE/COUNTY-  AZ/COCHISE
 CY0426  USGS QUAD   -  RAILROAD PASS (1979)
 CY0426
 CY0426                         *CURRENT SURVEY CONTROL
 CY0426  ___________________________________________________________________
 CY0426* NAD 83(1986)-  32 20 45.     (N)    109 43 02.     (W)     SCALED    
 CY0426* NAVD 88     -      1312.08   (+/-2cm)    4304.7    (feet)  VERTCON   
 CY0426  ___________________________________________________________________
 CY0426  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0426  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0426
 CY0426.The horizontal coordinates were scaled from a topographic map and have
 CY0426.an estimated accuracy of +/- 6 seconds.
 CY0426
 CY0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0426.The vertical order pertains to the NGVD 29 superseded value.
 CY0426
 CY0426.The geoid height was determined by GEOID03.
 CY0426
 CY0426;                    North         East    Units  Estimated Accuracy
 CY0426;SPC AZ E     -   149,300.      255,670.      MT  (+/- 180 meters Scaled)
 CY0426
 CY0426                          SUPERSEDED SURVEY CONTROL
 CY0426
 CY0426  NGVD 29 (??/??/92) 1311.281  (m)         4302.09   (f) ADJ UNCH    1 2
 CY0426
 CY0426.Superseded values are not recommended for survey control.
 CY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0426.See file dsdata.txt to determine how the superseded data were derived.
 CY0426
 CY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA207794(NAD 83)
 CY0426_MARKER: Q = CHISELED SQUARE
 CY0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0426_SP_SET: CULVERT
 CY0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0426
 CY0426  HISTORY     - Date     Condition        Report By
 CY0426  HISTORY     - UNK      MONUMENTED       SPRR
 CY0426  HISTORY     - 1952     GOOD             NGS
 CY0426
 CY0426                          STATION DESCRIPTION
 CY0426
 CY0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0426'9.8 MI NE FROM WILLCOX.
 CY0426'9.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0426'THE STATION IN WILLCOX, 0.4 MILE WEST OF MILEPOLE NUMBER 1085,
 CY0426'CHISELED IN TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 CY0426'CULVERT NUMBER 1084.64, 28 FEET SOUTH OF B.M. 7 RS (U.S.G.S.), 12 FEET
 CY0426'SOUTH OF THE SOUTH RAIL, 10 INCHES WEST OF THE EAST END OF THE
 CY0426'HEADWALL OF A CULVERT, AND ABOUT 1.0 FOOT LOWER THAN THE TOP OF A
 CY0426'TRACK, NOTE-- WE HAVE NOTHING ON THIS MARK, FROM ALL AVAILABLE
 CY0426'INFORMATION THE RAILROAD PERSONNEL SAID THIS WAS ONE OF THEIR CHISELED
 CY0426'SQUARES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0787 ***********************************************************************
 DW0787  DESIGNATION -  1085.64
 DW0787  PID         -  DW0787
 DW0787  STATE/COUNTY-  AZ/LA PAZ
 DW0787  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0787
 DW0787                         *CURRENT SURVEY CONTROL
 DW0787  ___________________________________________________________________
 DW0787* NAD 83(1986)-  33 38 50.     (N)    114 21 22.     (W)     SCALED    
 DW0787* NAVD 88     -       331.64   (+/-2cm)    1088.1    (feet)  VERTCON   
 DW0787  ___________________________________________________________________
 DW0787  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DW0787  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0787
 DW0787.The horizontal coordinates were scaled from a topographic map and have
 DW0787.an estimated accuracy of +/- 6 seconds.
 DW0787
 DW0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0787.The vertical order pertains to the NGVD 29 superseded value.
 DW0787
 DW0787.The geoid height was determined by GEOID03.
 DW0787
 DW0787;                    North         East    Units  Estimated Accuracy
 DW0787;SPC AZ W     -   293,700.      157,140.      MT  (+/- 180 meters Scaled)
 DW0787
 DW0787                          SUPERSEDED SURVEY CONTROL
 DW0787
 DW0787  NGVD 29 (??/??/??)  330.931  (m)         1085.73   (f) ADJUSTED    1 2
 DW0787
 DW0787.Superseded values are not recommended for survey control.
 DW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0787.See file dsdata.txt to determine how the superseded data were derived.
 DW0787
 DW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT451261(NAD 83)
 DW0787_MARKER: DD = SURVEY DISK
 DW0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0787_SP_SET: HEADWALL
 DW0787_STAMPING: 1085.64 597+50
 DW0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0787
 DW0787  HISTORY     - Date     Condition        Report By
 DW0787  HISTORY     - UNK      MONUMENTED       AZHD
 DW0787  HISTORY     - 1934     GOOD             NGS
 DW0787  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0787  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0787
 DW0787                          STATION DESCRIPTION
 DW0787
 DW0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0787'7.4 MI W FROM QUARTZSITE.
 DW0787'7.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0787'AT STATION 597+50, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0787'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0787'STANDARD DISK, STAMPED 1085.64 597+50.
 DW0787
 DW0787                          STATION RECOVERY (1971)
 DW0787
 DW0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0787'MARK NOT FOUND.
 DW0787
 DW0787                          STATION RECOVERY (1981)
 DW0787
 DW0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0787'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED, CULVERT IN DESCRIBED
 DW0787'LOCATION HAS BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0601 ***********************************************************************
 ER0601  DESIGNATION -  109 BKC
 ER0601  PID         -  ER0601
 ER0601  STATE/COUNTY-  AZ/APACHE
 ER0601  USGS QUAD   -  MESA PARADA NW (1984)
 ER0601
 ER0601                         *CURRENT SURVEY CONTROL
 ER0601  ___________________________________________________________________
 ER0601* NAD 83(1986)-  34 26 53.     (N)    109 12 01.     (W)     SCALED    
 ER0601* NAVD 88     -      1977.959  (meters)    6489.35   (feet)  ADJUSTED  
 ER0601  ___________________________________________________________________
 ER0601  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 ER0601  DYNAMIC HT  -        1975.007 (meters)    6479.67  (feet)  COMP
 ER0601  MODELED GRAV-     979,072.5   (mgal)                       NAVD 88
 ER0601
 ER0601  VERT ORDER  -  SECOND    CLASS 0
 ER0601
 ER0601.The horizontal coordinates were scaled from a topographic map and have
 ER0601.an estimated accuracy of +/- 6 seconds.
 ER0601
 ER0601.The orthometric height was determined by differential leveling
 ER0601.and adjusted in June 1991.
 ER0601
 ER0601.The geoid height was determined by GEOID03.
 ER0601
 ER0601.The dynamic height is computed by dividing the NAVD 88
 ER0601.geopotential number by the normal gravity value computed on the
 ER0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0601.degrees latitude (g = 980.6199 gals.).
 ER0601
 ER0601.The modeled gravity was interpolated from observed gravity values.
 ER0601
 ER0601;                    North         East    Units  Estimated Accuracy
 ER0601;SPC AZ E     -   382,770.      302,160.      MT  (+/- 180 meters Scaled)
 ER0601
 ER0601                          SUPERSEDED SURVEY CONTROL
 ER0601
 ER0601.No superseded survey control is available for this station.
 ER0601
 ER0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD653133(NAD 83)
 ER0601_MARKER: DB = BENCH MARK DISK
 ER0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0601_SP_SET: COPPER-CLAD STEEL ROD
 ER0601_STAMPING: 109 BKC 1968 6486
 ER0601_MARK LOGO: USGS  
 ER0601_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0601+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0601
 ER0601  HISTORY     - Date     Condition        Report By
 ER0601  HISTORY     - 1968     MONUMENTED       USGS
 ER0601
 ER0601                          STATION DESCRIPTION
 ER0601
 ER0601'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0601'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0601'ALONG U S HIGHWAY 666, THENCE 10.3 MILES EAST ALONG A GRAVEL ROAD, 54
 ER0601'FEET SOUTH OF THE ROAD, 1 FOOT NORTH OF A WITNESS POST, SET ON A
 ER0601'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0572 ***********************************************************************
 ER0572  DESIGNATION -  109 DOR
 ER0572  PID         -  ER0572
 ER0572  STATE/COUNTY-  AZ/APACHE
 ER0572  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0572
 ER0572                         *CURRENT SURVEY CONTROL
 ER0572  ___________________________________________________________________
 ER0572* NAD 83(1986)-  34 43 43.     (N)    109 28 13.     (W)     SCALED    
 ER0572* NAVD 88     -      1799.320  (meters)    5903.27   (feet)  ADJUSTED  
 ER0572  ___________________________________________________________________
 ER0572  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0572  DYNAMIC HT  -        1796.752 (meters)    5894.84  (feet)  COMP
 ER0572  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 ER0572
 ER0572  VERT ORDER  -  SECOND    CLASS II
 ER0572
 ER0572.The horizontal coordinates were scaled from a topographic map and have
 ER0572.an estimated accuracy of +/- 6 seconds.
 ER0572
 ER0572.The orthometric height was determined by differential leveling
 ER0572.and adjusted in June 1991.
 ER0572
 ER0572.The geoid height was determined by GEOID03.
 ER0572
 ER0572.The dynamic height is computed by dividing the NAVD 88
 ER0572.geopotential number by the normal gravity value computed on the
 ER0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0572.degrees latitude (g = 980.6199 gals.).
 ER0572
 ER0572.The modeled gravity was interpolated from observed gravity values.
 ER0572
 ER0572;                    North         East    Units  Estimated Accuracy
 ER0572;SPC AZ E     -   413,690.      277,140.      MT  (+/- 180 meters Scaled)
 ER0572
 ER0572                          SUPERSEDED SURVEY CONTROL
 ER0572
 ER0572.No superseded survey control is available for this station.
 ER0572
 ER0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD400440(NAD 83)
 ER0572_MARKER: DB = BENCH MARK DISK
 ER0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0572_SP_SET: CONCRETE POST
 ER0572_STAMPING: 109 DOR 1972 5900
 ER0572_MARK LOGO: USGS  
 ER0572_PROJECTION: PROJECTING 25 CENTIMETERS
 ER0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0572+STABILITY: SURFACE MOTION
 ER0572
 ER0572  HISTORY     - Date     Condition        Report By
 ER0572  HISTORY     - 1972     MONUMENTED       USGS
 ER0572
 ER0572                          STATION DESCRIPTION
 ER0572
 ER0572'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0572'38.0 KM (23.60 MI) NNW FROM ST JOHNS.
 ER0572'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0572'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0572'180 TO A T- ROAD NORTHEAST, THENCE 15.9 MILES NORTH ALONG THE ROAD TO
 ER0572'NAVAJO, 40 FEET NORTHWEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0456 ***********************************************************************
 GQ0456  DESIGNATION -  109 DOR
 GQ0456  PID         -  GQ0456
 GQ0456  STATE/COUNTY-  AZ/MOHAVE
 GQ0456  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0456
 GQ0456                         *CURRENT SURVEY CONTROL
 GQ0456  ___________________________________________________________________
 GQ0456* NAD 83(1986)-  36 42 32.     (N)    113 29 37.     (W)     SCALED    
 GQ0456* NAVD 88     -      1546.244  (meters)    5072.97   (feet)  POSTED    
 GQ0456  ___________________________________________________________________
 GQ0456  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 GQ0456  DYNAMIC HT  -        1544.470 (meters)    5067.15  (feet)  COMP
 GQ0456  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 GQ0456
 GQ0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0456
 GQ0456.The horizontal coordinates were scaled from a topographic map and have
 GQ0456.an estimated accuracy of +/- 6 seconds.
 GQ0456
 GQ0456.The orthometric height was determined by differential leveling
 GQ0456.and adjusted by the  in 1992.
 GQ0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0456.rate of 0.0 thru 1.0 mm/km.
 GQ0456
 GQ0456.The geoid height was determined by GEOID03.
 GQ0456
 GQ0456.The dynamic height is computed by dividing the NAVD 88
 GQ0456.geopotential number by the normal gravity value computed on the
 GQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0456.degrees latitude (g = 980.6199 gals.).
 GQ0456
 GQ0456.The modeled gravity was interpolated from observed gravity values.
 GQ0456
 GQ0456;                    North         East    Units  Estimated Accuracy
 GQ0456;SPC AZ W     -   633,220.      236,270.      MT  (+/- 180 meters Scaled)
 GQ0456
 GQ0456                          SUPERSEDED SURVEY CONTROL
 GQ0456
 GQ0456.No superseded survey control is available for this station.
 GQ0456
 GQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF772654(NAD 83)
 GQ0456_MARKER: DB = BENCH MARK DISK
 GQ0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0456_SP_SET: COPPER-CLAD STEEL ROD
 GQ0456_STAMPING: 109 DOR 1970 5070
 GQ0456_MARK LOGO: USGS  
 GQ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0456
 GQ0456  HISTORY     - Date     Condition        Report By
 GQ0456  HISTORY     - 1970     MONUMENTED       USGS
 GQ0456
 GQ0456                          STATION DESCRIPTION
 GQ0456
 GQ0456'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0456'51.5 KM (32.00 MI) SSE FROM ST GEORGE UT.
 GQ0456'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0456'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0456'ROAD TO THE ARIZONA STATE LINE, CONTINUE 25.3 MILES SOUTH ALONG MT.
 GQ0456'TRUMBULL ROAD, 0.1 MILE SOUTH OF A Y-ROAD LEADING SOUTHEAST, 75 FEET
 GQ0456'SOUTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0456'THE MARK IS 2 FT  NE FROM  A WITNESS POST
 GQ0456'THE MARK IS 1.7 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0677 ***********************************************************************
 GP0677  DESIGNATION -  109 DOR
 GP0677  PID         -  GP0677
 GP0677  STATE/COUNTY-  AZ/COCONINO
 GP0677  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0677
 GP0677                         *CURRENT SURVEY CONTROL
 GP0677  ___________________________________________________________________
 GP0677* NAD 83(1986)-  36 35 40.     (N)    110 47 21.     (W)     SCALED    
 GP0677* NAVD 88     -      1934.261  (meters)    6345.99   (feet)  ADJUSTED  
 GP0677  ___________________________________________________________________
 GP0677  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GP0677  DYNAMIC HT  -        1931.827 (meters)    6338.00  (feet)  COMP
 GP0677  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 GP0677
 GP0677  VERT ORDER  -  SECOND    CLASS 0
 GP0677
 GP0677.The horizontal coordinates were scaled from a topographic map and have
 GP0677.an estimated accuracy of +/- 6 seconds.
 GP0677
 GP0677.The orthometric height was determined by differential leveling
 GP0677.and adjusted in June 1991.
 GP0677
 GP0677.The geoid height was determined by GEOID03.
 GP0677
 GP0677.The dynamic height is computed by dividing the NAVD 88
 GP0677.geopotential number by the normal gravity value computed on the
 GP0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0677.degrees latitude (g = 980.6199 gals.).
 GP0677
 GP0677.The modeled gravity was interpolated from observed gravity values.
 GP0677
 GP0677;                    North         East    Units  Estimated Accuracy
 GP0677;SPC AZ C     -   621,060.      314,240.      MT  (+/- 180 meters Scaled)
 GP0677
 GP0677                          SUPERSEDED SURVEY CONTROL
 GP0677
 GP0677.No superseded survey control is available for this station.
 GP0677
 GP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF188499(NAD 83)
 GP0677_MARKER: DB = BENCH MARK DISK
 GP0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0677_SP_SET: COPPER-CLAD STEEL ROD
 GP0677_STAMPING: 109 DOR 1969 6343
 GP0677_MARK LOGO: USGS  
 GP0677_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0677+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0677
 GP0677  HISTORY     - Date     Condition        Report By
 GP0677  HISTORY     - 1969     MONUMENTED       USGS
 GP0677
 GP0677                          STATION DESCRIPTION
 GP0677
 GP0677'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0677'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0677'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0677'NORTH, THENCE 16.2 MILES NORTH AND NORTHEAST, 0.7 MILES SOUTH OF A
 GP0677'HIGH VOLTAGE POWER LINE CROSSING, 50 FEET EAST OF THE ROAD, 2 FEET
 GP0677'WEST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 GP0677'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1053 ***********************************************************************
 DA1053  DESIGNATION -  1090+50
 DA1053  PID         -  DA1053
 DA1053  STATE/COUNTY-  AZ/YUMA
 DA1053  USGS QUAD   -  TACNA (1982)
 DA1053
 DA1053                         *CURRENT SURVEY CONTROL
 DA1053  ___________________________________________________________________
 DA1053* NAD 83(1986)-  32 41 41.     (N)    113 58 01.     (W)     SCALED    
 DA1053* NAVD 88     -       107.777  (meters)     353.60   (feet)  ADJUSTED  
 DA1053  ___________________________________________________________________
 DA1053  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DA1053  DYNAMIC HT  -         107.653 (meters)     353.19  (feet)  COMP
 DA1053  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 DA1053
 DA1053  VERT ORDER  -  FIRST     CLASS II
 DA1053
 DA1053.The horizontal coordinates were scaled from a topographic map and have
 DA1053.an estimated accuracy of +/- 6 seconds.
 DA1053
 DA1053.The orthometric height was determined by differential leveling
 DA1053.and adjusted in June 1991.
 DA1053
 DA1053.The geoid height was determined by GEOID03.
 DA1053
 DA1053.The dynamic height is computed by dividing the NAVD 88
 DA1053.geopotential number by the normal gravity value computed on the
 DA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1053.degrees latitude (g = 980.6199 gals.).
 DA1053
 DA1053.The modeled gravity was interpolated from observed gravity values.
 DA1053
 DA1053;                    North         East    Units  Estimated Accuracy
 DA1053;SPC AZ W     -   187,930.      193,020.      MT  (+/- 180 meters Scaled)
 DA1053
 DA1053                          SUPERSEDED SURVEY CONTROL
 DA1053
 DA1053.No superseded survey control is available for this station.
 DA1053
 DA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB218213(NAD 83)
 DA1053_MARKER: DD = SURVEY DISK
 DA1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1053_SP_SET: BRIDGE
 DA1053_STAMPING: 351.81 1090+50 1941
 DA1053_MARK LOGO: AZHD  
 DA1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1053
 DA1053  HISTORY     - Date     Condition        Report By
 DA1053  HISTORY     - 1941     MONUMENTED       AZHD
 DA1053  HISTORY     - 1952     GOOD             NGS
 DA1053  HISTORY     - 1957     GOOD             DOD
 DA1053  HISTORY     - 1981     GOOD             NGS
 DA1053  HISTORY     - 1981     GOOD             NGS
 DA1053  HISTORY     - 20090206 GOOD             GEOCAC
 DA1053
 DA1053                          STATION DESCRIPTION
 DA1053
 DA1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1053'9.8 MI E FROM WELLTON.
 DA1053'9.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD COMPANY FROM THE
 DA1053'WATER TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH GUARD RAIL OF
 DA1053'THE HIGHWAY BRIDGE OVER A WASH, ABOUT 140 YARDS NORTHEAST OF MILEPOST
 DA1053'780, 138 FEET NORTH OF THE RAILROAD BRIDGE, 17.4 FEET SOUTH OF THE
 DA1053'CENTER LINE OF THE HIGHWAY, AND 0.9 FOOT ABOVE THE HIGHWAY.
 DA1053
 DA1053                          STATION RECOVERY (1957)
 DA1053
 DA1053'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 DA1053'RECOVERED IN GOOD CONDITION.
 DA1053
 DA1053                          STATION RECOVERY (1981)
 DA1053
 DA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1053'1.4 KM (0.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1053'IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DA1053'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1053'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1053'THE HIGHWAY, 2.3 M (7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1053'HEADWALL, 2.0 M (6.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1053'HEADWALL.
 DA1053'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1053
 DA1053                          STATION RECOVERY (1981)
 DA1053
 DA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1053'1.4 KM (0.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1053'IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DA1053'MILEPOLE 780, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1053'SMALL HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1053'THE HIGHWAY, 2.3 M (7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1053'HEADWALL, 2.0 M (6.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1053'HEADWALL.
 DA1053'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1053
 DA1053                          STATION RECOVERY (2009)
 DA1053
 DA1053'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1053'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1053'OF N 32 41' 41.6 W
 DA1053'113 58' 00.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0448 ***********************************************************************
 CY0448  DESIGNATION -  1093.34
 CY0448  PID         -  CY0448
 CY0448  STATE/COUNTY-  AZ/COCHISE
 CY0448  USGS QUAD   -  LUZENA (1979)
 CY0448
 CY0448                         *CURRENT SURVEY CONTROL
 CY0448  ___________________________________________________________________
 CY0448* NAD 83(1986)-  32 20 51.     (N)    109 34 14.     (W)     SCALED    
 CY0448* NAVD 88     -      1199.60   (+/-2cm)    3935.7    (feet)  VERTCON   
 CY0448  ___________________________________________________________________
 CY0448  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0448  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0448
 CY0448.The horizontal coordinates were scaled from a topographic map and have
 CY0448.an estimated accuracy of +/- 6 seconds.
 CY0448
 CY0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0448.The vertical order pertains to the NGVD 29 superseded value.
 CY0448
 CY0448.The geoid height was determined by GEOID03.
 CY0448
 CY0448;                    North         East    Units  Estimated Accuracy
 CY0448;SPC AZ E     -   149,550.      269,470.      MT  (+/- 180 meters Scaled)
 CY0448
 CY0448                          SUPERSEDED SURVEY CONTROL
 CY0448
 CY0448  NGVD 29 (??/??/92) 1198.807  (m)         3933.09   (f) ADJ UNCH    1 2
 CY0448
 CY0448.Superseded values are not recommended for survey control.
 CY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0448.See file dsdata.txt to determine how the superseded data were derived.
 CY0448
 CY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA345798(NAD 83)
 CY0448_MARKER: Q = CHISELED SQUARE
 CY0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0448_SP_SET: BRIDGE
 CY0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0448
 CY0448  HISTORY     - Date     Condition        Report By
 CY0448  HISTORY     - UNK      MONUMENTED       SPRR
 CY0448  HISTORY     - 1952     GOOD             NGS
 CY0448
 CY0448                          STATION DESCRIPTION
 CY0448
 CY0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0448'5.15 MI W FROM BOWIE.
 CY0448'5.15 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0448'STATION AT BOWIE, 0.3 MILE EAST OF MILEPOLE 1093 CHISELED IN THE TOP
 CY0448'OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE NUMBER 1093.34, 103
 CY0448'1/2 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 94 1/2 FEET SOUTH
 CY0448'OF A FENCE, 41 1/2 FEET EAST OF A SECTION CAR SIDING, 6.5 FEET NORTH
 CY0448'OF THE NORTH RAIL, 0.9 FOOT WEST OF THE EAST EDGE OF THE BRIDGE, ABOUT
 CY0448'1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0776 ***********************************************************************
 DW0776  DESIGNATION -  1093.88
 DW0776  PID         -  DW0776
 DW0776  STATE/COUNTY-  AZ/LA PAZ
 DW0776  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0776
 DW0776                         *CURRENT SURVEY CONTROL
 DW0776  ___________________________________________________________________
 DW0776* NAD 83(1986)-  33 38 40.     (N)    114 18 05.     (W)     SCALED    
 DW0776* NAVD 88     -       334.159  (meters)    1096.32   (feet)  ADJUSTED  
 DW0776  ___________________________________________________________________
 DW0776  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DW0776  DYNAMIC HT  -         333.783 (meters)    1095.09  (feet)  COMP
 DW0776  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 DW0776
 DW0776  VERT ORDER  -  FIRST     CLASS II
 DW0776
 DW0776.The horizontal coordinates were scaled from a topographic map and have
 DW0776.an estimated accuracy of +/- 6 seconds.
 DW0776
 DW0776.The orthometric height was determined by differential leveling
 DW0776.and adjusted in June 1991.
 DW0776
 DW0776.The geoid height was determined by GEOID03.
 DW0776
 DW0776.The dynamic height is computed by dividing the NAVD 88
 DW0776.geopotential number by the normal gravity value computed on the
 DW0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0776.degrees latitude (g = 980.6199 gals.).
 DW0776
 DW0776.The modeled gravity was interpolated from observed gravity values.
 DW0776
 DW0776;                    North         East    Units  Estimated Accuracy
 DW0776;SPC AZ W     -   293,370.      162,210.      MT  (+/- 180 meters Scaled)
 DW0776
 DW0776                          SUPERSEDED SURVEY CONTROL
 DW0776
 DW0776  NGVD 29 (??/??/??)  333.465  (m)         1094.04   (f) ADJUSTED    1 2
 DW0776
 DW0776.Superseded values are not recommended for survey control.
 DW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0776.See file dsdata.txt to determine how the superseded data were derived.
 DW0776
 DW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT502260(NAD 83)
 DW0776_MARKER: DD = SURVEY DISK
 DW0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0776_SP_SET: HEADWALL
 DW0776_STAMPING: 1093.88 774+50
 DW0776_MARK LOGO: AZHD  
 DW0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0776
 DW0776  HISTORY     - Date     Condition        Report By
 DW0776  HISTORY     - UNK      MONUMENTED       AZHD
 DW0776  HISTORY     - 1934     GOOD             NGS
 DW0776  HISTORY     - 1981     GOOD             NGS
 DW0776  HISTORY     - 20090218 POOR             GEOCAC
 DW0776
 DW0776                          STATION DESCRIPTION
 DW0776
 DW0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0776'4.1 MI W FROM QUARTZSITE.
 DW0776'4.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0776'AT STATION 774+50, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0776'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0776'STANDARD DISK, STAMPED 1093.88 774+50.
 DW0776
 DW0776                          STATION RECOVERY (1981)
 DW0776
 DW0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0776'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0776'95 OVERPASS IN QUARTZSITE, THENCE 6.1 KM (3.85 MI) WEST ALONG OLD U.S.
 DW0776'HIGHWAY 60, SET IN TOP OF THE SOUTH HEADWALL OF A DOUBLE 36-INCH
 DW0776'CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 4.6 METERS (15.0 FT) SOUTH
 DW0776'OF THE CENTERLINE OF THE HIGHWAY, 34.1 METERS (112 FT) WEST OF THE
 DW0776'CENTERLINE OF A TRACK ROAD LEADING SOUTH.
 DW0776'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DW0776
 DW0776                          STATION RECOVERY (2009)
 DW0776
 DW0776'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0776'RECOVERED IN POOR CONDITION. THE DISK HAS BEEN DAMAGED BY
 DW0776'VANDALS, LEAVING ONLY THE STEM AND CENTER CROSS OF THE DISK
 DW0776'INTACT. HANDHELD GPSR INDICATED COORDINATES OF N 33 38 39.7
 DW0776'W 114 18 04.1 (DMS).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1524 ***********************************************************************
 DU1524  DESIGNATION -  1098+00
 DU1524  PID         -  DU1524
 DU1524  STATE/COUNTY-  AZ/PINAL
 DU1524  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1524
 DU1524                         *CURRENT SURVEY CONTROL
 DU1524  ___________________________________________________________________
 DU1524* NAD 83(1986)-  33 22 12.     (N)    111 28 56.     (W)     SCALED    
 DU1524* NAVD 88     -       529.82   (+/-2cm)    1738.3    (feet)  VERTCON   
 DU1524  ___________________________________________________________________
 DU1524  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU1524  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1524
 DU1524.The horizontal coordinates were scaled from a topographic map and have
 DU1524.an estimated accuracy of +/- 6 seconds.
 DU1524
 DU1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1524.The vertical order pertains to the NGVD 29 superseded value.
 DU1524
 DU1524.The geoid height was determined by GEOID03.
 DU1524
 DU1524;                    North         East    Units  Estimated Accuracy
 DU1524;SPC AZ C     -   262,870.      253,790.      MT  (+/- 180 meters Scaled)
 DU1524
 DU1524                          SUPERSEDED SURVEY CONTROL
 DU1524
 DU1524  NGVD 29 (??/??/92)  529.258  (m)         1736.41   (f) ADJ UNCH    1 1
 DU1524
 DU1524.Superseded values are not recommended for survey control.
 DU1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1524.See file dsdata.txt to determine how the superseded data were derived.
 DU1524
 DU1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB551924(NAD 83)
 DU1524_MARKER: DD = SURVEY DISK
 DU1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1524_STAMPING: 1098+00 1964
 DU1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1524+STABILITY: SURFACE MOTION
 DU1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1524+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1524
 DU1524  HISTORY     - Date     Condition        Report By
 DU1524  HISTORY     - 1964     MONUMENTED       AZHD
 DU1524  HISTORY     - 1975     GOOD             NGS
 DU1524  HISTORY     - 20061120 GOOD             GEOCAC
 DU1524  HISTORY     - 20081212 GOOD             GEOCAC
 DU1524
 DU1524                          STATION DESCRIPTION
 DU1524
 DU1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1524'4.8 MI SE FROM APACHE JUNCTION.
 DU1524'ABOUT 4.8 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE
 DU1524'JUNCTION WITH ARIZONA HWY. 88 AT APACHE JUNCTION AT MILE POST 200.75,
 DU1524'150 FEET NORTHEAST OF CENTERLINE OF HWY. SET IN AN 8 INCH CONCRETE
 DU1524'MONUMENT PROJECTING 0.5 FEET, AND MARK WITH A RIGHT-OF-WAY ANGLE IRON
 DU1524'PAINTED 1098+00.  AN ARIZONA HWY. DEPT. DISK STAMPED 1058+00 1964.
 DU1524'SECTION 1, T 1S, R8E.
 DU1524
 DU1524                          STATION RECOVERY (2006)
 DU1524
 DU1524'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1524'RECOVERED IN GOOD CONDITION.
 DU1524
 DU1524                          STATION RECOVERY (2008)
 DU1524
 DU1524'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1524'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1524'33 22 15.4 (N)   111 28 53.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0540 ***********************************************************************
 DV0540  DESIGNATION -  1098.86
 DV0540  PID         -  DV0540
 DV0540  STATE/COUNTY-  AZ/MARICOPA
 DV0540  USGS QUAD   -  PHOENIX (1982)
 DV0540
 DV0540                         *CURRENT SURVEY CONTROL
 DV0540  ___________________________________________________________________
 DV0540* NAD 83(1986)-  33 28 49.     (N)    112 07 03.     (W)     SCALED    
 DV0540* NAVD 88     -       335.40   (+/-2cm)    1100.4    (feet)  VERTCON   
 DV0540  ___________________________________________________________________
 DV0540  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0540
 DV0540.The horizontal coordinates were scaled from a topographic map and have
 DV0540.an estimated accuracy of +/- 6 seconds.
 DV0540
 DV0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0540.The vertical order pertains to the NGVD 29 superseded value.
 DV0540
 DV0540.The geoid height was determined by GEOID03.
 DV0540
 DV0540;                    North         East    Units  Estimated Accuracy
 DV0540;SPC AZ C     -   275,030.      194,700.      MT  (+/- 180 meters Scaled)
 DV0540
 DV0540                          SUPERSEDED SURVEY CONTROL
 DV0540
 DV0540  NGVD 29 (??/??/92)  334.780  (m)         1098.36   (f) ADJ UNCH    2 0
 DV0540
 DV0540.Superseded values are not recommended for survey control.
 DV0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0540.See file dsdata.txt to determine how the superseded data were derived.
 DV0540
 DV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961050(NAD 83)
 DV0540_MARKER: DD = SURVEY DISK
 DV0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0540_SP_SET: CULVERT
 DV0540_STAMPING: 1098.86 111+55 1937
 DV0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0540
 DV0540  HISTORY     - Date     Condition        Report By
 DV0540  HISTORY     - 1937     MONUMENTED       AZHD
 DV0540  HISTORY     - 1949     GOOD             NGS
 DV0540  HISTORY     - 1959     GOOD             NGS
 DV0540
 DV0540                          STATION DESCRIPTION
 DV0540
 DV0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0540'4.1 MI NW FROM PHOENIX.
 DV0540'4.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0540'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U.S. HIGHWAY
 DV0540'60-70-89, ABOUT 40 YARDS NORTH OF THE NORTHEAST END OF BRIDGE F 190,
 DV0540'ABOUT 36 YARDS NORTHEAST OF THE NORTHEAST RAIL, AT THE INTERSECTION OF
 DV0540'W. THOMAS ROAD AND U.S. HIGHWAY 60-70-89, 40 FEET NORTHEAST OF THE
 DV0540'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF W.
 DV0540'THOMAS ROAD, AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.  SET IN
 DV0540'THE CENTER OF THE TOP OF THE CONCRETE HEAD WALL.
 DV0540
 DV0540                          STATION RECOVERY (1959)
 DV0540
 DV0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0673 ***********************************************************************
 DV0673  DESIGNATION -  1099 49
 DV0673  PID         -  DV0673
 DV0673  STATE/COUNTY-  AZ/MARICOPA
 DV0673  USGS QUAD   -  PHOENIX (1982)
 DV0673
 DV0673                         *CURRENT SURVEY CONTROL
 DV0673  ___________________________________________________________________
 DV0673* NAD 83(1986)-  33 28 37.     (N)    112 06 48.     (W)     SCALED    
 DV0673* NAVD 88     -       335.58   (+/-2cm)    1101.0    (feet)  VERTCON   
 DV0673  ___________________________________________________________________
 DV0673  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0673
 DV0673.The horizontal coordinates were scaled from a topographic map and have
 DV0673.an estimated accuracy of +/- 6 seconds.
 DV0673
 DV0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0673.The vertical order pertains to the NGVD 29 superseded value.
 DV0673
 DV0673.The geoid height was determined by GEOID03.
 DV0673
 DV0673;                    North         East    Units  Estimated Accuracy
 DV0673;SPC AZ C     -   274,660.      195,080.      MT  (+/- 180 meters Scaled)
 DV0673
 DV0673                          SUPERSEDED SURVEY CONTROL
 DV0673
 DV0673  NGVD 29 (??/??/92)  334.960  (m)         1098.95   (f) ADJ UNCH    2 0
 DV0673
 DV0673.Superseded values are not recommended for survey control.
 DV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0673.See file dsdata.txt to determine how the superseded data were derived.
 DV0673
 DV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965047(NAD 83)
 DV0673_MARKER: DD = SURVEY DISK
 DV0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0673_SP_SET: OVERPASS
 DV0673_STAMPING: 1099-49
 DV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0673
 DV0673  HISTORY     - Date     Condition        Report By
 DV0673  HISTORY     - UNK      MONUMENTED       AZHD
 DV0673  HISTORY     - 1959     GOOD             NGS
 DV0673
 DV0673                          STATION DESCRIPTION
 DV0673
 DV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0673'IN PHOENIX.
 DV0673'AT THE INTERSECTION OF GRAND AVENUE AND STATE HIGHWAY 69 IN PHOENIX,
 DV0673'106 FEET SOUTH OF GRAND AVENUE, 82 FEET NORTHEAST OF A CONCRETE
 DV0673'BUILDING PROJECTING ABOUT 8 FEET, 23 FEET NORTH OF THE NORTH RAIL OF
 DV0673'THE TOPEKA AND SANTA FE RAILROAD, 4 FEET SOUTH OF A TELEPHONE POLE,
 DV0673'CEMENTED IN THE NORTHWEST CORNER OF THE NORTH HEADWALL OF THE RAILROAD
 DV0673'OVERPASS OVER STATE HIGHWAY 69.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0542 ***********************************************************************
 CY0542  DESIGNATION -  11
 CY0542  PID         -  CY0542
 CY0542  STATE/COUNTY-  AZ/GRAHAM
 CY0542  USGS QUAD   -  ARTESIA NE (1966)
 CY0542
 CY0542                         *CURRENT SURVEY CONTROL
 CY0542  ___________________________________________________________________
 CY0542* NAD 83(1986)-  32 38 27.     (N)    109 32 34.     (W)     SCALED    
 CY0542* NAVD 88     -       977.18   (+/-2cm)    3206.0    (feet)  VERTCON   
 CY0542  ___________________________________________________________________
 CY0542  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0542  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0542
 CY0542.The horizontal coordinates were scaled from a topographic map and have
 CY0542.an estimated accuracy of +/- 6 seconds.
 CY0542
 CY0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0542.The vertical order pertains to the NGVD 29 superseded value.
 CY0542
 CY0542.The geoid height was determined by GEOID03.
 CY0542
 CY0542;                    North         East    Units  Estimated Accuracy
 CY0542;SPC AZ E     -   182,100.      271,890.      MT  (+/- 180 meters Scaled)
 CY0542
 CY0542                          SUPERSEDED SURVEY CONTROL
 CY0542
 CY0542  NGVD 29 (??/??/92)  976.535  (m)         3203.85   (f) ADJ UNCH    1 2
 CY0542
 CY0542.Superseded values are not recommended for survey control.
 CY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0542.See file dsdata.txt to determine how the superseded data were derived.
 CY0542
 CY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB366124(NAD 83)
 CY0542_MARKER: P = PIPE CAP
 CY0542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0542_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0542_STAMPING: 3203.849 11
 CY0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0542
 CY0542  HISTORY     - Date     Condition        Report By
 CY0542  HISTORY     - UNK      MONUMENTED       USGS
 CY0542  HISTORY     - 1932     GOOD             NGS
 CY0542
 CY0542                          STATION DESCRIPTION
 CY0542
 CY0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0542'2.3 MI N FROM TANQUE.
 CY0542'ON SOUTHERN PACIFIC RAILROAD, 300 FEET SOUTH OF MILEPOST 1120, 85 FEET
 CY0542'WEST OF RAILROAD BRIDGE MARKED 1119.94, 35 FEET WEST OF RAILROAD
 CY0542'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0866 ***********************************************************************
 CG0866  DESIGNATION -  11
 CG0866  PID         -  CG0866
 CG0866  STATE/COUNTY-  AZ/PIMA
 CG0866  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0866
 CG0866                         *CURRENT SURVEY CONTROL
 CG0866  ___________________________________________________________________
 CG0866* NAD 83(1986)-  31 45 15.     (N)    111 02 29.     (W)     SCALED    
 CG0866* NAVD 88     -       922.037  (meters)    3025.05   (feet)  ADJUSTED  
 CG0866  ___________________________________________________________________
 CG0866  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0866  DYNAMIC HT  -         920.676 (meters)    3020.58  (feet)  COMP
 CG0866  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 CG0866
 CG0866  VERT ORDER  -  FIRST     CLASS II
 CG0866
 CG0866.The horizontal coordinates were scaled from a topographic map and have
 CG0866.an estimated accuracy of +/- 6 seconds.
 CG0866
 CG0866.The orthometric height was determined by differential leveling
 CG0866.and adjusted in June 1991.
 CG0866
 CG0866.The geoid height was determined by GEOID03.
 CG0866
 CG0866.The dynamic height is computed by dividing the NAVD 88
 CG0866.geopotential number by the normal gravity value computed on the
 CG0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0866.degrees latitude (g = 980.6199 gals.).
 CG0866
 CG0866.The modeled gravity was interpolated from observed gravity values.
 CG0866
 CG0866;                    North         East    Units  Estimated Accuracy
 CG0866;SPC AZ C     -    83,940.      296,280.      MT  (+/- 180 meters Scaled)
 CG0866
 CG0866                          SUPERSEDED SURVEY CONTROL
 CG0866
 CG0866.No superseded survey control is available for this station.
 CG0866
 CG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA960131(NAD 83)
 CG0866_MARKER: DB = BENCH MARK DISK
 CG0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0866_SP_SET: HEADWALL
 CG0866_STAMPING: 11 77
 CG0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0866+STABILITY: SURFACE MOTION
 CG0866
 CG0866  HISTORY     - Date     Condition        Report By
 CG0866  HISTORY     - 1977     MONUMENTED       AZHD
 CG0866  HISTORY     - 1980     GOOD             NGS
 CG0866  HISTORY     - 19950302 GOOD             USPSQD
 CG0866  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 CG0866
 CG0866                          STATION DESCRIPTION
 CG0866
 CG0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0866'3.2 KM NORTH FROM AMADO.
 CG0866'3.2 KILOMETERS (2.0 MILES) NORTH ALONG THE WEST FRONTAGE ROAD OF
 CG0866'INTERSTATE HIGHWAY I-19 FROM THE AMADO RURAL POST OFFICE AT AMADO,
 CG0866'AT A 6 CHANNEL BOX CULVERT SET IN THE TOP AND CENTER OF THE WEST
 CG0866'HEADWALL, 6.25 METERS (20.5 FEET) WEST OF THE CENTERLINE OF THE
 CG0866'FRONTAGE ROAD, 10.1 METERS (33.2 FEET) NORTH OF THE SOUTH END OF
 CG0866'THE HEADWALL.
 CG0866'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD..
 CG0866
 CG0866                          STATION RECOVERY (1995)
 CG0866
 CG0866'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0866'RECOVERED IN GOOD CONDITION.
 CG0866
 CG0866                          STATION RECOVERY (2002)
 CG0866
 CG0866'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0511 ***********************************************************************
 CZ0511  DESIGNATION -  11 4
 CZ0511  PID         -  CZ0511
 CZ0511  STATE/COUNTY-  AZ/PIMA
 CZ0511  USGS QUAD   -  MARANA (1992)
 CZ0511
 CZ0511                         *CURRENT SURVEY CONTROL
 CZ0511  ___________________________________________________________________
 CZ0511* NAD 83(1986)-  32 25 41.     (N)    111 08 18.     (W)     SCALED    
 CZ0511* NAVD 88     -       647.36   (+/-2cm)    2123.9    (feet)  VERTCON   
 CZ0511  ___________________________________________________________________
 CZ0511  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0511
 CZ0511.The horizontal coordinates were scaled from a topographic map and have
 CZ0511.an estimated accuracy of +/- 6 seconds.
 CZ0511
 CZ0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0511.The vertical order pertains to the NGVD 29 superseded value.
 CZ0511
 CZ0511.The geoid height was determined by GEOID03.
 CZ0511
 CZ0511;                    North         East    Units  Estimated Accuracy
 CZ0511;SPC AZ C     -   158,600.      286,560.      MT  (+/- 180 meters Scaled)
 CZ0511
 CZ0511                          SUPERSEDED SURVEY CONTROL
 CZ0511
 CZ0511  NGVD 29 (??/??/92)  646.73   (m)         2121.8    (f) COMPUTED    2 0
 CZ0511
 CZ0511.Superseded values are not recommended for survey control.
 CZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0511.See file dsdata.txt to determine how the superseded data were derived.
 CZ0511
 CZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA869878(NAD 83)
 CZ0511_MARKER: DD = SURVEY DISK
 CZ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0511_STAMPING: 11-4 1960
 CZ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0511+STABILITY: SURFACE MOTION
 CZ0511
 CZ0511  HISTORY     - Date     Condition        Report By
 CZ0511  HISTORY     - 1960     MONUMENTED       USE
 CZ0511  HISTORY     - 1962     GOOD             NGS
 CZ0511
 CZ0511                          STATION DESCRIPTION
 CZ0511
 CZ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0511'2.9 MI NE FROM RILLITO.
 CZ0511'FROM THE RAILROAD STATION IN RILLITO GO NORTHWEST ON STATE HIGHWAY 84
 CZ0511'FOR 1.1 MILES, THENCE EAST ON AN OILED ROAD FOR 1.55 MILES, THENCE
 CZ0511'NORTHWEST FOR 0.3 MILE TO THE MARK.  THE MARK IS 32 FEET EAST OF A
 CZ0511'FENCE, 3 FEET SOUTH OF A WHITE POST, AND IS SET IN THE TOP OF A
 CZ0511'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0512 ***********************************************************************
 CZ0512  DESIGNATION -  11 5
 CZ0512  PID         -  CZ0512
 CZ0512  STATE/COUNTY-  AZ/PIMA
 CZ0512  USGS QUAD   -  MARANA (1992)
 CZ0512
 CZ0512                         *CURRENT SURVEY CONTROL
 CZ0512  ___________________________________________________________________
 CZ0512* NAD 83(1986)-  32 25 42.     (N)    111 08 09.     (W)     SCALED    
 CZ0512* NAVD 88     -       645.32   (+/-2cm)    2117.2    (feet)  VERTCON   
 CZ0512  ___________________________________________________________________
 CZ0512  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0512
 CZ0512.The horizontal coordinates were scaled from a topographic map and have
 CZ0512.an estimated accuracy of +/- 6 seconds.
 CZ0512
 CZ0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0512.The vertical order pertains to the NGVD 29 superseded value.
 CZ0512
 CZ0512.The geoid height was determined by GEOID03.
 CZ0512
 CZ0512;                    North         East    Units  Estimated Accuracy
 CZ0512;SPC AZ C     -   158,630.      286,790.      MT  (+/- 180 meters Scaled)
 CZ0512
 CZ0512                          SUPERSEDED SURVEY CONTROL
 CZ0512
 CZ0512  NGVD 29 (??/??/92)  644.69   (m)         2115.1    (f) COMPUTED    2 0
 CZ0512
 CZ0512.Superseded values are not recommended for survey control.
 CZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0512.See file dsdata.txt to determine how the superseded data were derived.
 CZ0512
 CZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA872879(NAD 83)
 CZ0512_MARKER: DD = SURVEY DISK
 CZ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0512_STAMPING: 11-5 1960
 CZ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0512+STABILITY: SURFACE MOTION
 CZ0512
 CZ0512  HISTORY     - Date     Condition        Report By
 CZ0512  HISTORY     - 1962     MONUMENTED       USE
 CZ0512  HISTORY     - 1962     GOOD             NGS
 CZ0512
 CZ0512                          STATION DESCRIPTION
 CZ0512
 CZ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0512'2.95 MI NE FROM RILLITO.
 CZ0512'FROM THE RAILROAD STATION IN RILLITO GO NORTHWEST ON STATE HIGHWAY 84
 CZ0512'FOR 1.1 MILES, THENCE EAST ON AN OILED ROAD FOR 1.55 MILES, THENCE
 CZ0512'0.35 MILE NORTHWEST TO THE MARK.  THE MARK IS 3 FEET SOUTH OF A WHITE
 CZ0512'WITNESS POST AND SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 2
 CZ0512'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1594 ***********************************************************************
 DV1594  DESIGNATION -  11 A
 DV1594  PID         -  DV1594
 DV1594  STATE/COUNTY-  AZ/LA PAZ
 DV1594  USGS QUAD   -  VICKSBURG (1990)
 DV1594
 DV1594                         *CURRENT SURVEY CONTROL
 DV1594  ___________________________________________________________________
 DV1594* NAD 83(1986)-  33 38 20.     (N)    113 49 53.     (W)     SCALED    
 DV1594* NAVD 88     -       363.40   (+/-2cm)    1192.3    (feet)  VERTCON   
 DV1594  ___________________________________________________________________
 DV1594  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1594
 DV1594.The horizontal coordinates were scaled from a topographic map and have
 DV1594.an estimated accuracy of +/- 6 seconds.
 DV1594
 DV1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1594.The vertical order pertains to the NGVD 29 superseded value.
 DV1594
 DV1594.The geoid height was determined by GEOID03.
 DV1594
 DV1594;                    North         East    Units  Estimated Accuracy
 DV1594;SPC AZ W     -   292,620.      205,810.      MT  (+/- 180 meters Scaled)
 DV1594
 DV1594                          SUPERSEDED SURVEY CONTROL
 DV1594
 DV1594  NGVD 29 (??/??/92)  362.728  (m)         1190.05   (f) ADJ UNCH    2 0
 DV1594
 DV1594.Superseded values are not recommended for survey control.
 DV1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1594.See file dsdata.txt to determine how the superseded data were derived.
 DV1594
 DV1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC373257(NAD 83)
 DV1594_MARKER: DD = SURVEY DISK
 DV1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1594_STAMPING: 11 A 1962
 DV1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1594+STABILITY: SURFACE MOTION
 DV1594
 DV1594  HISTORY     - Date     Condition        Report By
 DV1594  HISTORY     - 1962     MONUMENTED       AZHD
 DV1594
 DV1594                          STATION DESCRIPTION
 DV1594
 DV1594'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1594'10.20 MI SW FROM BRENDA.
 DV1594'0.45 MILE EAST-SOUTHEAST OF B 396 11, AN ARIZONA HIGHWAY DEPARTMENT
 DV1594'DISK STAMPED 11 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1594'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1594'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNES POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0790 ***********************************************************************
 CZ0790  DESIGNATION -  11 B
 CZ0790  PID         -  CZ0790
 CZ0790  STATE/COUNTY-  AZ/PIMA
 CZ0790  USGS QUAD   -  THREE POINTS (1992)
 CZ0790
 CZ0790                         *CURRENT SURVEY CONTROL
 CZ0790  ___________________________________________________________________
 CZ0790* NAD 83(1986)-  32 05 58.     (N)    111 15 53.     (W)     SCALED    
 CZ0790* NAVD 88     -       763.90   (+/-2cm)    2506.2    (feet)  VERTCON   
 CZ0790  ___________________________________________________________________
 CZ0790  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0790
 CZ0790.The horizontal coordinates were scaled from a topographic map and have
 CZ0790.an estimated accuracy of +/- 6 seconds.
 CZ0790
 CZ0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0790.The vertical order pertains to the NGVD 29 superseded value.
 CZ0790
 CZ0790.The geoid height was determined by GEOID03.
 CZ0790
 CZ0790;                    North         East    Units  Estimated Accuracy
 CZ0790;SPC AZ C     -   122,080.      274,890.      MT  (+/- 180 meters Scaled)
 CZ0790
 CZ0790                          SUPERSEDED SURVEY CONTROL
 CZ0790
 CZ0790  NGVD 29 (??/??/92)  763.220  (m)         2504.00   (f) ADJ UNCH    2 0
 CZ0790
 CZ0790.Superseded values are not recommended for survey control.
 CZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0790.See file dsdata.txt to determine how the superseded data were derived.
 CZ0790
 CZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA750514(NAD 83)
 CZ0790_MARKER: Z = SEE DESCRIPTION
 CZ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0790_STAMPING: 11B
 CZ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0790+STABILITY: SURFACE MOTION
 CZ0790
 CZ0790  HISTORY     - Date     Condition        Report By
 CZ0790  HISTORY     - UNK      MONUMENTED       USE
 CZ0790  HISTORY     - 1962     GOOD             NGS
 CZ0790
 CZ0790                          STATION DESCRIPTION
 CZ0790
 CZ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0790'20.0 MI SW FROM TUCSON.
 CZ0790'19 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U. S. VETERANS
 CZ0790'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE RIGHT ACROSS COUNTRY 0.2
 CZ0790'MILE.  THE POINT LEVELED TO IS A METAL TRIBRACH BOLTED AND GROUTED TO
 CZ0790'THE TOP OF A CONCRETE MONUMENT 18 INCHES IN DIAMETER AND 54 INCHES
 CZ0790'HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0793 ***********************************************************************
 CZ0793  DESIGNATION -  11 C
 CZ0793  PID         -  CZ0793
 CZ0793  STATE/COUNTY-  AZ/PIMA
 CZ0793  USGS QUAD   -  THREE POINTS (1992)
 CZ0793
 CZ0793                         *CURRENT SURVEY CONTROL
 CZ0793  ___________________________________________________________________
 CZ0793* NAD 83(1986)-  32 06 10.     (N)    111 15 59.     (W)     SCALED    
 CZ0793* NAVD 88     -       757.73   (+/-2cm)    2486.0    (feet)  VERTCON   
 CZ0793  ___________________________________________________________________
 CZ0793  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0793
 CZ0793.The horizontal coordinates were scaled from a topographic map and have
 CZ0793.an estimated accuracy of +/- 6 seconds.
 CZ0793
 CZ0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0793.The vertical order pertains to the NGVD 29 superseded value.
 CZ0793
 CZ0793.The geoid height was determined by GEOID03.
 CZ0793
 CZ0793;                    North         East    Units  Estimated Accuracy
 CZ0793;SPC AZ C     -   122,450.      274,730.      MT  (+/- 180 meters Scaled)
 CZ0793
 CZ0793                          SUPERSEDED SURVEY CONTROL
 CZ0793
 CZ0793  NGVD 29 (??/??/92)  757.05   (m)         2483.8    (f) COMPUTED    2 0
 CZ0793
 CZ0793.Superseded values are not recommended for survey control.
 CZ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0793.See file dsdata.txt to determine how the superseded data were derived.
 CZ0793
 CZ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA748518(NAD 83)
 CZ0793_MARKER: Z = SEE DESCRIPTION
 CZ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0793_STAMPING: 11 C
 CZ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0793+STABILITY: SURFACE MOTION
 CZ0793
 CZ0793  HISTORY     - Date     Condition        Report By
 CZ0793  HISTORY     - UNK      MONUMENTED       USAF
 CZ0793  HISTORY     - 1962     GOOD             NGS
 CZ0793
 CZ0793                          STATION DESCRIPTION
 CZ0793
 CZ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0793'19 MI SW FROM TUCSON.
 CZ0793'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0793'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST ALONG DIRT ROAD
 CZ0793'0.95, 109 FEET NORTH OF THE CENTER OF A DIRT ROAD.  THE POINT LEVELED
 CZ0793'TO IS A METAL TRIBRACH BOLTED AND GROUTED TO THE TOP OF A CONCRETE
 CZ0793'MONUMENT 18 INCHES IN DIAMETER AND 54 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0771 ***********************************************************************
 FQ0771  DESIGNATION -  11 HLS
 FQ0771  PID         -  FQ0771
 FQ0771  STATE/COUNTY-  AZ/NAVAJO
 FQ0771  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0771
 FQ0771                         *CURRENT SURVEY CONTROL
 FQ0771  ___________________________________________________________________
 FQ0771* NAD 83(1986)-  35 06 23.     (N)    110 20 02.     (W)     SCALED    
 FQ0771* NAVD 88     -      1560.382  (meters)    5119.35   (feet)  ADJUSTED  
 FQ0771  ___________________________________________________________________
 FQ0771  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 FQ0771  DYNAMIC HT  -        1558.296 (meters)    5112.51  (feet)  COMP
 FQ0771  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 FQ0771
 FQ0771  VERT ORDER  -  THIRD
 FQ0771
 FQ0771.The horizontal coordinates were scaled from a topographic map and have
 FQ0771.an estimated accuracy of +/- 6 seconds.
 FQ0771
 FQ0771.The orthometric height was determined by differential leveling
 FQ0771.and adjusted in June 1991.
 FQ0771
 FQ0771.The geoid height was determined by GEOID03.
 FQ0771
 FQ0771.The dynamic height is computed by dividing the NAVD 88
 FQ0771.geopotential number by the normal gravity value computed on the
 FQ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0771.degrees latitude (g = 980.6199 gals.).
 FQ0771
 FQ0771.The modeled gravity was interpolated from observed gravity values.
 FQ0771
 FQ0771;                    North         East    Units  Estimated Accuracy
 FQ0771;SPC AZ E     -   455,390.      198,120.      MT  (+/- 180 meters Scaled)
 FQ0771
 FQ0771                          SUPERSEDED SURVEY CONTROL
 FQ0771
 FQ0771.No superseded survey control is available for this station.
 FQ0771
 FQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD607850(NAD 83)
 FQ0771_MARKER: DB = BENCH MARK DISK
 FQ0771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0771_SP_SET: COPPER-CLAD STEEL ROD
 FQ0771_STAMPING: 11 HLS 1970 5117
 FQ0771_MARK LOGO: USGS  
 FQ0771_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0771+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0771
 FQ0771  HISTORY     - Date     Condition        Report By
 FQ0771  HISTORY     - 1970     MONUMENTED       USGS
 FQ0771
 FQ0771                          STATION DESCRIPTION
 FQ0771
 FQ0771'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0771'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0771'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0771'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 5.9 MILES
 FQ0771'NORTHEAST ALONG THE ROAD, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FQ0771'ROAD, 2 FEET NORTHWEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0771'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0874 ***********************************************************************
 FQ0874  DESIGNATION -  11 JRH
 FQ0874  PID         -  FQ0874
 FQ0874  STATE/COUNTY-  AZ/COCONINO
 FQ0874  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0874
 FQ0874                         *CURRENT SURVEY CONTROL
 FQ0874  ___________________________________________________________________
 FQ0874* NAD 83(1986)-  35 35 37.     (N)    111 44 02.     (W)     SCALED    
 FQ0874* NAVD 88     -      1866.922  (meters)    6125.06   (feet)  POSTED    
 FQ0874  ___________________________________________________________________
 FQ0874  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0874  DYNAMIC HT  -        1864.450 (meters)    6116.95  (feet)  COMP
 FQ0874  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 FQ0874
 FQ0874  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0874
 FQ0874.The horizontal coordinates were scaled from a topographic map and have
 FQ0874.an estimated accuracy of +/- 6 seconds.
 FQ0874
 FQ0874.The orthometric height was determined by differential leveling
 FQ0874.and adjusted by the  in 1992.
 FQ0874.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0874.rate of 0.0 thru 1.0 mm/km.
 FQ0874
 FQ0874.The geoid height was determined by GEOID03.
 FQ0874
 FQ0874.The dynamic height is computed by dividing the NAVD 88
 FQ0874.geopotential number by the normal gravity value computed on the
 FQ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0874.degrees latitude (g = 980.6199 gals.).
 FQ0874
 FQ0874.The modeled gravity was interpolated from observed gravity values.
 FQ0874
 FQ0874;                    North         East    Units  Estimated Accuracy
 FQ0874;SPC AZ C     -   509,440.      229,920.      MT  (+/- 180 meters Scaled)
 FQ0874
 FQ0874                          SUPERSEDED SURVEY CONTROL
 FQ0874
 FQ0874.No superseded survey control is available for this station.
 FQ0874
 FQ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE335391(NAD 83)
 FQ0874_MARKER: DB = BENCH MARK DISK
 FQ0874_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0874_SP_SET: ROCK OUTCROP
 FQ0874_STAMPING: 11 JRH 1959 6122
 FQ0874_MARK LOGO: USGS  
 FQ0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0874+STABILITY: POSITION/ELEVATION WELL
 FQ0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0874+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0874
 FQ0874  HISTORY     - Date     Condition        Report By
 FQ0874  HISTORY     - 1959     MONUMENTED       USGS
 FQ0874
 FQ0874                          STATION DESCRIPTION
 FQ0874
 FQ0874'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0874'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0874'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0874'LOOKOUT TOWER, PROCEED 33.8 MILES SOUTH, 1.4 MILES SOUTHEAST OF TUB
 FQ0874'RANCH, IN A SCATTERED GROUP OF JUNIPERS, 410 FEET NORTH OF THE CENTER
 FQ0874'OF THE ROAD, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0287 ***********************************************************************
 DV0287  DESIGNATION -  11 LUKE FIELD
 DV0287  PID         -  DV0287
 DV0287  STATE/COUNTY-  AZ/MARICOPA
 DV0287  USGS QUAD   -  EL MIRAGE (1982)
 DV0287
 DV0287                         *CURRENT SURVEY CONTROL
 DV0287  ___________________________________________________________________
 DV0287* NAD 83(1986)-  33 32 16.     (N)    112 21 32.     (W)     SCALED    
 DV0287* NAVD 88     -       330.97   (+/-2cm)    1085.9    (feet)  VERTCON   
 DV0287  ___________________________________________________________________
 DV0287  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0287
 DV0287.The horizontal coordinates were scaled from a topographic map and have
 DV0287.an estimated accuracy of +/- 6 seconds.
 DV0287
 DV0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0287.The vertical order pertains to the NGVD 29 superseded value.
 DV0287
 DV0287.The geoid height was determined by GEOID03.
 DV0287
 DV0287;                    North         East    Units  Estimated Accuracy
 DV0287;SPC AZ C     -   281,480.      172,290.      MT  (+/- 180 meters Scaled)
 DV0287
 DV0287                          SUPERSEDED SURVEY CONTROL
 DV0287
 DV0287  NGVD 29 (??/??/92)  330.421  (m)         1084.06   (f) ADJ UNCH    2 0
 DV0287
 DV0287.Superseded values are not recommended for survey control.
 DV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0287.See file dsdata.txt to determine how the superseded data were derived.
 DV0287
 DV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738117(NAD 83)
 DV0287_MARKER: Q = CHISELED SQUARE
 DV0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0287_SP_SET: MANHOLE COVER
 DV0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0287
 DV0287  HISTORY     - Date     Condition        Report By
 DV0287  HISTORY     - UNK      MONUMENTED       DOD
 DV0287  HISTORY     - 1945     GOOD             NGS
 DV0287
 DV0287                          STATION DESCRIPTION
 DV0287
 DV0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0287'IN LUKE FIELD.
 DV0287'AT LUKE FIELD, MARICOPA COUNTY, 87.8 FEET EAST-NORTHEAST OF THE
 DV0287'NORTHEAST CORNER OF BUILDING T-692, 43.5 FEET SOUTHWEST OF THE NEAREST
 DV0287'POWER-TRANSMISSION-LINE POLE, AT THE INTERSECTION OF FIRST AND J
 DV0287'STREETS, 21 FEET EAST OF THE CENTERLINE OF FIRST STREET, 18 FEET SOUTH
 DV0287'OF THE PROLONGATION OF THE CENTERLINE OF J. STREET, AND ON THE NORTH
 DV0287'EDGE OF AN IRON MANHOLE COVER.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9973 ***********************************************************************
 DK9973  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9973  DESIGNATION -  11 RS
 DK9973  PID         -  DK9973
 DK9973  STATE/COUNTY-  AZ/MOHAVE
 DK9973  USGS QUAD   -  STOCKTON HILL (1980)
 DK9973
 DK9973                         *CURRENT SURVEY CONTROL
 DK9973  ___________________________________________________________________
 DK9973* NAD 83(2007)-  35 18 37.96375(N)    114 00 05.19886(W)     ADJUSTED  
 DK9973* NAVD 88     -      1048.01   (meters)    3438.3    (feet)  GPS OBS   
 DK9973  ___________________________________________________________________
 DK9973  EPOCH DATE  -        2007.00
 DK9973  X           -  -2,119,796.000 (meters)                     COMP
 DK9973  Y           -  -4,760,816.826 (meters)                     COMP
 DK9973  Z           -   3,666,624.948 (meters)                     COMP
 DK9973  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DK9973  ELLIP HEIGHT-        1019.887 (meters)          (03/02/09) ADJUSTED
 DK9973  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DK9973  HORZ ORDER  -  A
 DK9973  ELLP ORDER  -  FOURTH    CLASS I
 DK9973
 DK9973.The horizontal coordinates were established by GPS observations
 DK9973.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9973
 DK9973.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9973.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9973.The horizontal coordinates are valid at the epoch date displayed above.
 DK9973.The epoch date for horizontal control is a decimal equivalence
 DK9973.of Year/Month/Day.
 DK9973
 DK9973.The orthometric height was determined by GPS observations and a
 DK9973.high-resolution geoid model.
 DK9973.The orthometric height was determined by GPS observations and a
 DK9973.high-resolution geoid model using precise GPS observation and
 DK9973.processing techniques.
 DK9973
 DK9973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9973
 DK9973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9973
 DK9973.The ellipsoidal height was determined by GPS observations
 DK9973.and is referenced to NAD 83.
 DK9973
 DK9973.The geoid height was determined by GEOID03.
 DK9973
 DK9973;                    North         East     Units Scale Factor Converg.
 DK9973;SPC AZ W     -   478,068.686   190,494.684   MT  0.99993977   -0 08 43.2
 DK9973;SPC AZ W     - 1,568,466.82    624,982.56   iFT  0.99993977   -0 08 43.2
 DK9973;UTM  11      - 3,911,607.941   772,627.025   MT  1.00051607   +1 44 03.3
 DK9973;UTM  12      - 3,911,615.898   227,110.296   MT  1.00051784   -1 44 09.3
 DK9973
 DK9973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9973!SPC AZ W     -   0.99983994  x   0.99993977  =   0.99977972
 DK9973!UTM  11      -   0.99983994  x   1.00051607  =   1.00035593
 DK9973!UTM  12      -   0.99983994  x   1.00051784  =   1.00035770
 DK9973
 DK9973                          SUPERSEDED SURVEY CONTROL
 DK9973
 DK9973.No superseded survey control is available for this station.
 DK9973
 DK9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7262711608(NAD 83)
 DK9973_MARKER: DB = BENCH MARK DISK
 DK9973_SETTING: 66 = SET IN ROCK OUTCROP
 DK9973_STAMPING: 11 RS 1939
 DK9973_MARK LOGO: USGS  
 DK9973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK9973+STABILITY: POSITION/ELEVATION WELL
 DK9973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9973+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 DK9973
 DK9973  HISTORY     - Date     Condition        Report By
 DK9973  HISTORY     - 20080619 MONUMENTED       GEOANA
 DK9973
 DK9973                          STATION DESCRIPTION
 DK9973
 DK9973'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9973'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST-SOUTHEAST OF
 DK9973'CHLORIDE, 8.8 MI (14.2 KM) NORTH-NORTHEAST OF KINGMAN AND 7.8 MI (12.6
 DK9973'KM) EAST OF CERBAT.
 DK9973' 
 DK9973'OWNERSHIP--ARIZONA STATE LAND DEPARTMENT.
 DK9973' 
 DK9973'TO REACH FROM THE INTERSECTION OF STOCKTON HILL ROAD AND U.S. HIGHWAY
 DK9973'66, GO NORTH ON STOCKTON HILL ROAD TO CACTUS WREN ROAD.  TURN AND GO
 DK9973'EAST ON CACTUS WREN ROAD 1.69 MI (2.7 KM), TURN NORTH ON CHERUM ROAD
 DK9973'AND GO NORTH 0.45 MI (0.7 KM), TURN EAST ON CALLE CASTANO AND GO EAST
 DK9973'2.12 MI (3.4 KM) TO 1/4 CORNER MARKER ON SOUTH SIDE OF ROAD.  THE
 DK9973'STATION IS 713 FT (217.3 M) SOUTHEAST OF THE 1/4 CORNER.
 DK9973' 
 DK9973'THE STATION IS A 4 INCH (10 CM) BRASS DISK SET WITH CONCRETE IN
 DK9973'BEDROCK, 259 YDS (237 M) SOUTHEAST FROM A MOBILE HOME AND 241 YDS (220
 DK9973'M) FROM ANOTHER MOBILE HOME.  DESCRIPTION PREPARED BY DAVE ADAMS
 DK9973'(MOHAVE COUNTY).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0602 ***********************************************************************
 ER0602  DESIGNATION -  110 BKC
 ER0602  PID         -  ER0602
 ER0602  STATE/COUNTY-  AZ/APACHE
 ER0602  USGS QUAD   -  MESA PARADA NW (1984)
 ER0602
 ER0602                         *CURRENT SURVEY CONTROL
 ER0602  ___________________________________________________________________
 ER0602* NAD 83(1986)-  34 26 45.     (N)    109 10 58.     (W)     SCALED    
 ER0602* NAVD 88     -      2012.543  (meters)    6602.82   (feet)  ADJUSTED  
 ER0602  ___________________________________________________________________
 ER0602  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 ER0602  DYNAMIC HT  -        2009.541 (meters)    6592.97  (feet)  COMP
 ER0602  MODELED GRAV-     979,071.7   (mgal)                       NAVD 88
 ER0602
 ER0602  VERT ORDER  -  SECOND    CLASS 0
 ER0602
 ER0602.The horizontal coordinates were scaled from a topographic map and have
 ER0602.an estimated accuracy of +/- 6 seconds.
 ER0602
 ER0602.The orthometric height was determined by differential leveling
 ER0602.and adjusted in June 1991.
 ER0602
 ER0602.The geoid height was determined by GEOID03.
 ER0602
 ER0602.The dynamic height is computed by dividing the NAVD 88
 ER0602.geopotential number by the normal gravity value computed on the
 ER0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0602.degrees latitude (g = 980.6199 gals.).
 ER0602
 ER0602.The modeled gravity was interpolated from observed gravity values.
 ER0602
 ER0602;                    North         East    Units  Estimated Accuracy
 ER0602;SPC AZ E     -   382,540.      303,770.      MT  (+/- 180 meters Scaled)
 ER0602
 ER0602                          SUPERSEDED SURVEY CONTROL
 ER0602
 ER0602.No superseded survey control is available for this station.
 ER0602
 ER0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD669130(NAD 83)
 ER0602_MARKER: DB = BENCH MARK DISK
 ER0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0602_SP_SET: COPPER-CLAD STEEL ROD
 ER0602_STAMPING: 110 BKC 1968 6600
 ER0602_MARK LOGO: USGS  
 ER0602_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0602+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0602
 ER0602  HISTORY     - Date     Condition        Report By
 ER0602  HISTORY     - 1968     MONUMENTED       USGS
 ER0602
 ER0602                          STATION DESCRIPTION
 ER0602
 ER0602'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0602'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0602'ALONG U S HIGHWAY 666, THENCE 11.3 MILES EAST ALONG A GRAVEL ROAD, 66
 ER0602'FEET NORTH OF THE ROAD, 15 FEET NORTH OF A POWER POLE, 3.5 FEET
 ER0602'SOUTHEAST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0602'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0573 ***********************************************************************
 ER0573  DESIGNATION -  110 DOR
 ER0573  PID         -  ER0573
 ER0573  STATE/COUNTY-  AZ/APACHE
 ER0573  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0573
 ER0573                         *CURRENT SURVEY CONTROL
 ER0573  ___________________________________________________________________
 ER0573* NAD 83(1986)-  34 43 06.     (N)    109 29 09.     (W)     SCALED    
 ER0573* NAVD 88     -      1761.220  (meters)    5778.27   (feet)  ADJUSTED  
 ER0573  ___________________________________________________________________
 ER0573  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ER0573  DYNAMIC HT  -        1758.707 (meters)    5770.02  (feet)  COMP
 ER0573  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 ER0573
 ER0573  VERT ORDER  -  SECOND    CLASS II
 ER0573
 ER0573.The horizontal coordinates were scaled from a topographic map and have
 ER0573.an estimated accuracy of +/- 6 seconds.
 ER0573
 ER0573.The orthometric height was determined by differential leveling
 ER0573.and adjusted in June 1991.
 ER0573
 ER0573.The geoid height was determined by GEOID03.
 ER0573
 ER0573.The dynamic height is computed by dividing the NAVD 88
 ER0573.geopotential number by the normal gravity value computed on the
 ER0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0573.degrees latitude (g = 980.6199 gals.).
 ER0573
 ER0573.The modeled gravity was interpolated from observed gravity values.
 ER0573
 ER0573;                    North         East    Units  Estimated Accuracy
 ER0573;SPC AZ E     -   412,540.      275,720.      MT  (+/- 180 meters Scaled)
 ER0573
 ER0573                          SUPERSEDED SURVEY CONTROL
 ER0573
 ER0573.No superseded survey control is available for this station.
 ER0573
 ER0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD386428(NAD 83)
 ER0573_MARKER: DB = BENCH MARK DISK
 ER0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0573_SP_SET: CONCRETE POST
 ER0573_STAMPING: 110 DOR 1972 5775
 ER0573_MARK LOGO: USGS  
 ER0573_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0573+STABILITY: SURFACE MOTION
 ER0573
 ER0573  HISTORY     - Date     Condition        Report By
 ER0573  HISTORY     - 1972     MONUMENTED       USGS
 ER0573
 ER0573                          STATION DESCRIPTION
 ER0573
 ER0573'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0573'36.0 KM (22.40 MI) NNW FROM ST JOHNS.
 ER0573'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0573'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0573'180 TO A T-ROAD NORTHEAST, THENDE 14.7 MILES NORTH ALONG THE ROAD TO
 ER0573'NAVAJO TO A LARGE STOCK TANK EXCLOSURE, 73 FEET NORTHWEST OF THE
 ER0573'ROAD, 25 FEET SOUTHWEST OF A FENCE CORNER, AND 1.0 FOOT SOUTHEAST OF
 ER0573'A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0457 ***********************************************************************
 GQ0457  DESIGNATION -  110 DOR
 GQ0457  PID         -  GQ0457
 GQ0457  STATE/COUNTY-  AZ/MOHAVE
 GQ0457  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0457
 GQ0457                         *CURRENT SURVEY CONTROL
 GQ0457  ___________________________________________________________________
 GQ0457* NAD 83(1986)-  36 42 14.     (N)    113 28 40.     (W)     SCALED    
 GQ0457* NAVD 88     -      1528.698  (meters)    5015.40   (feet)  POSTED    
 GQ0457  ___________________________________________________________________
 GQ0457  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 GQ0457  DYNAMIC HT  -        1526.940 (meters)    5009.64  (feet)  COMP
 GQ0457  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 GQ0457
 GQ0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0457
 GQ0457.The horizontal coordinates were scaled from a topographic map and have
 GQ0457.an estimated accuracy of +/- 6 seconds.
 GQ0457
 GQ0457.The orthometric height was determined by differential leveling
 GQ0457.and adjusted by the  in 1992.
 GQ0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0457.rate of 0.0 thru 1.0 mm/km.
 GQ0457
 GQ0457.The geoid height was determined by GEOID03.
 GQ0457
 GQ0457.The dynamic height is computed by dividing the NAVD 88
 GQ0457.geopotential number by the normal gravity value computed on the
 GQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0457.degrees latitude (g = 980.6199 gals.).
 GQ0457
 GQ0457.The modeled gravity was interpolated from observed gravity values.
 GQ0457
 GQ0457;                    North         East    Units  Estimated Accuracy
 GQ0457;SPC AZ W     -   632,670.      237,680.      MT  (+/- 180 meters Scaled)
 GQ0457
 GQ0457                          SUPERSEDED SURVEY CONTROL
 GQ0457
 GQ0457.No superseded survey control is available for this station.
 GQ0457
 GQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF786648(NAD 83)
 GQ0457_MARKER: DB = BENCH MARK DISK
 GQ0457_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0457_SP_SET: ROCK OUTCROP
 GQ0457_STAMPING: 110 DOR 1970 5012
 GQ0457_MARK LOGO: USGS  
 GQ0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0457+STABILITY: POSITION/ELEVATION WELL
 GQ0457
 GQ0457  HISTORY     - Date     Condition        Report By
 GQ0457  HISTORY     - 1970     MONUMENTED       USGS
 GQ0457
 GQ0457                          STATION DESCRIPTION
 GQ0457
 GQ0457'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0457'53.3 KM (33.10 MI) SSE FROM ST GEORGE UT.
 GQ0457'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0457'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0457'ROAD TO THE ARIZONA STATE LINE, CONTINUE 26.4 MILES SOUTH ALONG MT.
 GQ0457'TRUMBULL ROAD, 0.2 MILES NORTH OF A HILL WITH A CAIRN ON IT, 100 FEET
 GQ0457'NORTH OF THE ROAD, FLUSH WITH THE GROUND.
 GQ0457'THE MARK IS 2 FT  S FROM  A WITNESS POST
 GQ0457'THE MARK IS 64 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0678 ***********************************************************************
 GP0678  DESIGNATION -  110 DOR
 GP0678  PID         -  GP0678
 GP0678  STATE/COUNTY-  AZ/COCONINO
 GP0678  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0678
 GP0678                         *CURRENT SURVEY CONTROL
 GP0678  ___________________________________________________________________
 GP0678* NAD 83(1986)-  36 36 34.     (N)    110 47 18.     (W)     SCALED    
 GP0678* NAVD 88     -      1950.080  (meters)    6397.89   (feet)  ADJUSTED  
 GP0678  ___________________________________________________________________
 GP0678  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GP0678  DYNAMIC HT  -        1947.621 (meters)    6389.82  (feet)  COMP
 GP0678  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 GP0678
 GP0678  VERT ORDER  -  SECOND    CLASS 0
 GP0678
 GP0678.The horizontal coordinates were scaled from a topographic map and have
 GP0678.an estimated accuracy of +/- 6 seconds.
 GP0678
 GP0678.The orthometric height was determined by differential leveling
 GP0678.and adjusted in June 1991.
 GP0678
 GP0678.The geoid height was determined by GEOID03.
 GP0678
 GP0678.The dynamic height is computed by dividing the NAVD 88
 GP0678.geopotential number by the normal gravity value computed on the
 GP0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0678.degrees latitude (g = 980.6199 gals.).
 GP0678
 GP0678.The modeled gravity was interpolated from observed gravity values.
 GP0678
 GP0678;                    North         East    Units  Estimated Accuracy
 GP0678;SPC AZ C     -   622,730.      314,300.      MT  (+/- 180 meters Scaled)
 GP0678
 GP0678                          SUPERSEDED SURVEY CONTROL
 GP0678
 GP0678.No superseded survey control is available for this station.
 GP0678
 GP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF189515(NAD 83)
 GP0678_MARKER: DB = BENCH MARK DISK
 GP0678_SETTING: 66 = SET IN ROCK OUTCROP
 GP0678_SP_SET: ROCK OUTCROP
 GP0678_STAMPING: 110 DOR 1969 6395
 GP0678_MARK LOGO: USGS  
 GP0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0678+STABILITY: POSITION/ELEVATION WELL
 GP0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0678+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0678
 GP0678  HISTORY     - Date     Condition        Report By
 GP0678  HISTORY     - 1969     MONUMENTED       USGS
 GP0678
 GP0678                          STATION DESCRIPTION
 GP0678
 GP0678'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0678'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0678'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0678'NORTH, THENCE 17.3 MILES NORTH AND NORTHEAST, 0.3 MILES NORTHEAST OF
 GP0678'A HIGH VOLTAGE POWER LINE CROSSING, 115 FEET NORTHWEST AND 6 FEET
 GP0678'HIGHER THAN THE JUNCTION OF THE Y-ROAD SOUTH, 63 FEET NORTHWEST OF A
 GP0678'TELEPHONE LINE, 2 FEET SOUTHEAST OF A WITNESS, IN A SANDSTONE
 GP0678'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1733 ***********************************************************************
 DV1733  DESIGNATION -  1100.98
 DV1733  PID         -  DV1733
 DV1733  STATE/COUNTY-  AZ/MARICOPA
 DV1733  USGS QUAD   -  EL MIRAGE (1982)
 DV1733
 DV1733                         *CURRENT SURVEY CONTROL
 DV1733  ___________________________________________________________________
 DV1733* NAD 83(1986)-  33 33 58.     (N)    112 16 21.     (W)     SCALED    
 DV1733* NAVD 88     -       334.337  (meters)    1096.90   (feet)  ADJUSTED  
 DV1733  ___________________________________________________________________
 DV1733  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV1733  DYNAMIC HT  -         333.944 (meters)    1095.61  (feet)  COMP
 DV1733  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1733
 DV1733  VERT ORDER  -  SECOND    CLASS I
 DV1733
 DV1733.The horizontal coordinates were scaled from a topographic map and have
 DV1733.an estimated accuracy of +/- 6 seconds.
 DV1733
 DV1733.The orthometric height was determined by differential leveling
 DV1733.and adjusted in November 1993.
 DV1733
 DV1733.The geoid height was determined by GEOID03.
 DV1733
 DV1733.The dynamic height is computed by dividing the NAVD 88
 DV1733.geopotential number by the normal gravity value computed on the
 DV1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1733.degrees latitude (g = 980.6199 gals.).
 DV1733
 DV1733.The modeled gravity was interpolated from observed gravity values.
 DV1733
 DV1733;                    North         East    Units  Estimated Accuracy
 DV1733;SPC AZ C     -   284,590.      180,320.      MT  (+/- 180 meters Scaled)
 DV1733
 DV1733                          SUPERSEDED SURVEY CONTROL
 DV1733
 DV1733.No superseded survey control is available for this station.
 DV1733
 DV1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818147(NAD 83)
 DV1733_MARKER: DB = BENCH MARK DISK
 DV1733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1733_SP_SET: BRIDGE ABUTMENT
 DV1733_STAMPING: 1100.98 1976
 DV1733_MARK LOGO: AZDT  
 DV1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1733+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1733
 DV1733  HISTORY     - Date     Condition        Report By
 DV1733  HISTORY     - 1976     MONUMENTED       AZDT
 DV1733  HISTORY     - 1982     GOOD             AZDT
 DV1733  HISTORY     - 20040222 GOOD             USPSQD
 DV1733  HISTORY     - 20060325 GOOD             USPSQD
 DV1733
 DV1733                          STATION DESCRIPTION
 DV1733
 DV1733'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1733'11.83 KM (7.4 MI) NORTH FROM TOLLESON.
 DV1733'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1733'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST ALONG OLIVE
 DV1733'AVENUE FOR 0.15 MI (0.24 KM) TO THE MARK ON THE NORTHEAST ABUTMENT OF
 DV1733'THE NEW RIVER BRIDGE, 42.0 FT (12.8 METERS) NORTH OF CENTERLINE OF
 DV1733'OLIVE AVENUE, 12.0 FT (3.66 METERS) EAST OF A EXPANSION JOINT, 1.8 FT
 DV1733'(0.55 METERS) ABOVE GROUND, A STANDARD AZDT ALUMINIUM CAP.
 DV1733
 DV1733                          STATION RECOVERY (2004)
 DV1733
 DV1733'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 DV1733'RECOVERED AS DESCRIBED.
 DV1733
 DV1733                          STATION RECOVERY (2006)
 DV1733
 DV1733'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0543 ***********************************************************************
 DV0543  DESIGNATION -  1101.10
 DV0543  PID         -  DV0543
 DV0543  STATE/COUNTY-  AZ/MARICOPA
 DV0543  USGS QUAD   -  PHOENIX (1982)
 DV0543
 DV0543                         *CURRENT SURVEY CONTROL
 DV0543  ___________________________________________________________________
 DV0543* NAD 83(1986)-  33 28 58.     (N)    112 07 13.     (W)     SCALED    
 DV0543* NAVD 88     -       336.08   (+/-2cm)    1102.6    (feet)  VERTCON   
 DV0543  ___________________________________________________________________
 DV0543  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0543
 DV0543.The horizontal coordinates were scaled from a topographic map and have
 DV0543.an estimated accuracy of +/- 6 seconds.
 DV0543
 DV0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0543.The vertical order pertains to the NGVD 29 superseded value.
 DV0543
 DV0543.The geoid height was determined by GEOID03.
 DV0543
 DV0543;                    North         East    Units  Estimated Accuracy
 DV0543;SPC AZ C     -   275,310.      194,440.      MT  (+/- 180 meters Scaled)
 DV0543
 DV0543                          SUPERSEDED SURVEY CONTROL
 DV0543
 DV0543  NGVD 29 (??/??/92)  335.461  (m)         1100.59   (f) ADJ UNCH    2 0
 DV0543
 DV0543.Superseded values are not recommended for survey control.
 DV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0543.See file dsdata.txt to determine how the superseded data were derived.
 DV0543
 DV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC959053(NAD 83)
 DV0543_MARKER: DD = SURVEY DISK
 DV0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0543_SP_SET: CULVERT
 DV0543_STAMPING: 1101.10 125+30 1937
 DV0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0543
 DV0543  HISTORY     - Date     Condition        Report By
 DV0543  HISTORY     - 1937     MONUMENTED       AZHD
 DV0543  HISTORY     - 1949     GOOD             NGS
 DV0543  HISTORY     - 1959     GOOD             NGS
 DV0543  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV0543
 DV0543                          STATION DESCRIPTION
 DV0543
 DV0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0543'4.4 MI NW FROM PHOENIX.
 DV0543'4.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0543'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U.S. HIGHWAY
 DV0543'60-70-89, ABOUT 35 YARDS NORTHEAST OF THE NORTHEAST RAIL, 90 FEET
 DV0543'NORTHEAST OF THE NORTHEAST END OF CULVERT A 190, 36 FEET NORTHEAST OF
 DV0543'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE SURFACE OF
 DV0543'THE HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 DV0543'HEAD WALL.
 DV0543
 DV0543                          STATION RECOVERY (1959)
 DV0543
 DV0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0543'RECOVERED IN GOOD CONDITION.
 DV0543
 DV0543                          STATION RECOVERY (2007)
 DV0543
 DV0543'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0543'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0543'MARK. THERE IS NO LONGER A CULVERT AT THIS LOCATION. ASSUMED
 DV0543'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0041 ***********************************************************************
 DU0041  DESIGNATION -  1103+28
 DU0041  PID         -  DU0041
 DU0041  STATE/COUNTY-  AZ/GILA
 DU0041  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0041
 DU0041                         *CURRENT SURVEY CONTROL
 DU0041  ___________________________________________________________________
 DU0041* NAD 83(1986)-  33 51 51.     (N)    110 24 48.     (W)     SCALED    
 DU0041* NAVD 88     -      1523.116  (meters)    4997.09   (feet)  ADJUSTED  
 DU0041  ___________________________________________________________________
 DU0041  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DU0041  DYNAMIC HT  -        1520.941 (meters)    4989.95  (feet)  COMP
 DU0041  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 DU0041
 DU0041  VERT ORDER  -  FIRST     CLASS II
 DU0041
 DU0041.The horizontal coordinates were scaled from a topographic map and have
 DU0041.an estimated accuracy of +/- 6 seconds.
 DU0041
 DU0041.The orthometric height was determined by differential leveling
 DU0041.and adjusted in June 1991.
 DU0041.WARNING-Repeat measurements at this control monument indicate possible
 DU0041.vertical movement.
 DU0041
 DU0041.The geoid height was determined by GEOID03.
 DU0041
 DU0041.The dynamic height is computed by dividing the NAVD 88
 DU0041.geopotential number by the normal gravity value computed on the
 DU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0041.degrees latitude (g = 980.6199 gals.).
 DU0041
 DU0041.The modeled gravity was interpolated from observed gravity values.
 DU0041
 DU0041;                    North         East    Units  Estimated Accuracy
 DU0041;SPC AZ E     -   317,620.      190,540.      MT  (+/- 180 meters Scaled)
 DU0041
 DU0041                          SUPERSEDED SURVEY CONTROL
 DU0041
 DU0041  NGVD 29 (??/??/92) 1522.378  (m)         4994.67   (f) ADJ UNCH    1 2
 DU0041
 DU0041.Superseded values are not recommended for survey control.
 DU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0041.See file dsdata.txt to determine how the superseded data were derived.
 DU0041
 DU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC542472(NAD 83)
 DU0041_MARKER: DD = SURVEY DISK
 DU0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0041_SP_SET: CULVERT
 DU0041_STAMPING: 1103+28 4995.23 54
 DU0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0041
 DU0041  HISTORY     - Date     Condition        Report By
 DU0041  HISTORY     - UNK      MONUMENTED       AZHD
 DU0041  HISTORY     - 1960     GOOD             NGS
 DU0041  HISTORY     - 1979     GOOD             NGS
 DU0041
 DU0041                          STATION DESCRIPTION
 DU0041
 DU0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0041'15.45 MI NE FROM SENECA.
 DU0041'ABOUT 15.45 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0041'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0041'THE NORTHEAST END OF A CUT, IN THE CENTER OF THE TOP OF THE NORTHWEST
 DU0041'CONCRETE HEADWALL OF A 40-INCH CULVERT, 24 FEET NORTHWEST OF THE
 DU0041'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0041
 DU0041                          STATION RECOVERY (1979)
 DU0041
 DU0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0041'9.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0041'IN THE SALT RIVER CANYON, 0.15 MILE NORTHEAST OF MILE POST 302, SET
 DU0041'IN THE TOP OF THE NORTHWEST HEADWALL OF A 40-INCH CONCRETE CULVERT,
 DU0041'24 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT
 DU0041'RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0041'COURTHOUSE IN GLOBE.
 DU0041'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1731 ***********************************************************************
 DV1731  DESIGNATION -  1103.21
 DV1731  PID         -  DV1731
 DV1731  STATE/COUNTY-  AZ/MARICOPA
 DV1731  USGS QUAD   -  EL MIRAGE (1982)
 DV1731
 DV1731                         *CURRENT SURVEY CONTROL
 DV1731  ___________________________________________________________________
 DV1731* NAD 83(1986)-  33 33 30.     (N)    112 16 21.     (W)     SCALED    
 DV1731* NAVD 88     -       335.007  (meters)    1099.10   (feet)  ADJUSTED  
 DV1731  ___________________________________________________________________
 DV1731  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV1731  DYNAMIC HT  -         334.614 (meters)    1097.81  (feet)  COMP
 DV1731  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 DV1731
 DV1731  VERT ORDER  -  SECOND    CLASS I
 DV1731
 DV1731.The horizontal coordinates were scaled from a topographic map and have
 DV1731.an estimated accuracy of +/- 6 seconds.
 DV1731
 DV1731.The orthometric height was determined by differential leveling
 DV1731.and adjusted in November 1993.
 DV1731
 DV1731.The geoid height was determined by GEOID03.
 DV1731
 DV1731.The dynamic height is computed by dividing the NAVD 88
 DV1731.geopotential number by the normal gravity value computed on the
 DV1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1731.degrees latitude (g = 980.6199 gals.).
 DV1731
 DV1731.The modeled gravity was interpolated from observed gravity values.
 DV1731
 DV1731;                    North         East    Units  Estimated Accuracy
 DV1731;SPC AZ C     -   283,730.      180,320.      MT  (+/- 180 meters Scaled)
 DV1731
 DV1731                          SUPERSEDED SURVEY CONTROL
 DV1731
 DV1731.No superseded survey control is available for this station.
 DV1731
 DV1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818139(NAD 83)
 DV1731_MARKER: DB = BENCH MARK DISK
 DV1731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1731_SP_SET: CONCRETE HEADWALL
 DV1731_STAMPING: 1103.21
 DV1731_MARK LOGO: AZDT  
 DV1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1731+STABILITY: SURFACE MOTION
 DV1731
 DV1731  HISTORY     - Date     Condition        Report By
 DV1731  HISTORY     - UNK      MONUMENTED       AZDT
 DV1731  HISTORY     - 1982     GOOD             AZDT
 DV1731
 DV1731                          STATION DESCRIPTION
 DV1731
 DV1731'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1731'11.59 KM (7.2 MI) NORTH FROM TOLLESON.
 DV1731'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1731'AVENUE FOR 7.2 MILES (11.59 KM) TO OLIVE AVENUE AND THE MARK IN THE
 DV1731'SOUTHEAST CORNER, 60 FT (18.29 METERS) SOUTH OF THE CENTERLINE OF
 DV1731'OLIVE AVENUE, 62 FT (18.90 METERS) EAST OF CENTERLINE OF 99TH AVENUE,
 DV1731'A A STANDARD AZDT BRASS CAP IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0218 ***********************************************************************
 DV0218  DESIGNATION -  1108.60
 DV0218  PID         -  DV0218
 DV0218  STATE/COUNTY-  AZ/MARICOPA
 DV0218  USGS QUAD   -  PHOENIX (1982)
 DV0218
 DV0218                         *CURRENT SURVEY CONTROL
 DV0218  ___________________________________________________________________
 DV0218* NAD 83(1986)-  33 29 13.     (N)    112 07 29.     (W)     SCALED    
 DV0218* NAVD 88     -       338.35   (+/-2cm)    1110.1    (feet)  VERTCON   
 DV0218  ___________________________________________________________________
 DV0218  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0218
 DV0218.The horizontal coordinates were scaled from a topographic map and have
 DV0218.an estimated accuracy of +/- 6 seconds.
 DV0218
 DV0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0218.The vertical order pertains to the NGVD 29 superseded value.
 DV0218
 DV0218.The geoid height was determined by GEOID03.
 DV0218
 DV0218;                    North         East    Units  Estimated Accuracy
 DV0218;SPC AZ C     -   275,770.      194,030.      MT  (+/- 180 meters Scaled)
 DV0218
 DV0218                          SUPERSEDED SURVEY CONTROL
 DV0218
 DV0218  NGVD 29 (??/??/92)  337.736  (m)         1108.06   (f) ADJ UNCH    2 0
 DV0218
 DV0218.Superseded values are not recommended for survey control.
 DV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0218.See file dsdata.txt to determine how the superseded data were derived.
 DV0218
 DV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC955058(NAD 83)
 DV0218_MARKER: DD = SURVEY DISK
 DV0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0218_SP_SET: CULVERT
 DV0218_STAMPING: 1108.60 148+50 1937
 DV0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0218
 DV0218  HISTORY     - Date     Condition        Report By
 DV0218  HISTORY     - 1937     MONUMENTED       AZHD
 DV0218  HISTORY     - 1959     GOOD             NGS
 DV0218  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV0218
 DV0218                          STATION DESCRIPTION
 DV0218
 DV0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0218'IN PHOENIX.
 DV0218'4.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0218'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U. S. HIGHWAY
 DV0218'60-70-89, ABOUT 48 YARDS NORTH OF THE NORTHEAST END OF CULVERT F 189,
 DV0218'90 FEET NORTHEAST OF THE NORTHEAST RAIL, 57 FEET NORTHWEST OF THE
 DV0218'CENTERLINE OF THE ROAD AT THE ENTRANCE TO THE EL RANCHITO MOTEL, 27
 DV0218'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 DV0218'ABOVE THE SURFACE OF THE HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE
 DV0218'NORTHEAST CONCRETE HEADWALL.
 DV0218
 DV0218                          STATION RECOVERY (2007)
 DV0218
 DV0218'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0218'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0218'MARK. THERE IS NO LONGER A CULVERT AT THIS LOCATION. ASSUMED
 DV0218'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0032 ***********************************************************************
 CZ0032  DESIGNATION -  1109
 CZ0032  PID         -  CZ0032
 CZ0032  STATE/COUNTY-  AZ/COCHISE
 CZ0032  USGS QUAD   -  STEELE HILLS (1985)
 CZ0032
 CZ0032                         *CURRENT SURVEY CONTROL
 CZ0032  ___________________________________________________________________
 CZ0032* NAD 83(1986)-  32 07 41.     (N)    110 00 36.     (W)     SCALED    
 CZ0032* NAVD 88     -      1401.565  (meters)    4598.30   (feet)  ADJUSTED  
 CZ0032  ___________________________________________________________________
 CZ0032  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CZ0032  DYNAMIC HT  -        1399.441 (meters)    4591.33  (feet)  COMP
 CZ0032  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CZ0032  OBS GRAVITY -     979,072.9   (mgal)                       GRAV_OBS
 CZ0032
 CZ0032  VERT ORDER  -  FIRST     CLASS II
 CZ0032
 CZ0032.The horizontal coordinates were scaled from a topographic map and have
 CZ0032.an estimated accuracy of +/- 6 seconds.
 CZ0032
 CZ0032.The orthometric height was determined by differential leveling
 CZ0032.and adjusted in June 1991.
 CZ0032
 CZ0032.The geoid height was determined by GEOID03.
 CZ0032
 CZ0032.The dynamic height is computed by dividing the NAVD 88
 CZ0032.geopotential number by the normal gravity value computed on the
 CZ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0032.degrees latitude (g = 980.6199 gals.).
 CZ0032
 CZ0032.The modeled gravity was interpolated from observed gravity values.
 CZ0032.The observed gravity was obtained from relative gravimeter ties
 CZ0032.to the IGSN71 gravity network.
 CZ0032
 CZ0032;                    North         East    Units  Estimated Accuracy
 CZ0032;SPC AZ E     -   125,080.      228,140.      MT  (+/- 180 meters Scaled)
 CZ0032
 CZ0032                          SUPERSEDED SURVEY CONTROL
 CZ0032
 CZ0032  NGVD 29 (??/??/92) 1400.710  (m)         4595.50   (f) ADJ UNCH    1 2
 CZ0032
 CZ0032.Superseded values are not recommended for survey control.
 CZ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0032.See file dsdata.txt to determine how the superseded data were derived.
 CZ0032
 CZ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA933550(NAD 83)
 CZ0032_MARKER: DD = SURVEY DISK
 CZ0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0032_SP_SET: BRIDGE
 CZ0032_STAMPING: 1109 4596.38 1958
 CZ0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0032
 CZ0032  HISTORY     - Date     Condition        Report By
 CZ0032  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0032  HISTORY     - 1960     GOOD             NGS
 CZ0032  HISTORY     - 1979     GOOD             NGS
 CZ0032
 CZ0032                          STATION DESCRIPTION
 CZ0032
 CZ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0032'22.5 MI E FROM BENSON.
 CZ0032'22.5 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0032'HIGHWAY 86, 0.3 MILE WEST OF MILEPOST 315, 33 FEET SOUTHEAST OF THE
 CZ0032'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN
 CZ0032'THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE BRIDGE STOCK
 CZ0032'UNDERPASS, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 CZ0032
 CZ0032                          STATION RECOVERY (1979)
 CZ0032
 CZ0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0032'35.9 KILOMETERS (22.3 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0032'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0032'OF THE SOUTHEAST HEADWALL FOR A 1.8- BY 2.4-METER BOX CULVERT,
 CZ0032'10.0 METERS (33 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0032'LANES.
 CZ0032'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0603 ***********************************************************************
 ER0603  DESIGNATION -  111 BKC
 ER0603  PID         -  ER0603
 ER0603  STATE/COUNTY-  AZ/APACHE
 ER0603  USGS QUAD   -  MESA PARADA NW (1984)
 ER0603
 ER0603                         *CURRENT SURVEY CONTROL
 ER0603  ___________________________________________________________________
 ER0603* NAD 83(1986)-  34 26 29.     (N)    109 09 54.     (W)     SCALED    
 ER0603* NAVD 88     -      2018.522  (meters)    6622.43   (feet)  ADJUSTED  
 ER0603  ___________________________________________________________________
 ER0603  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 ER0603  DYNAMIC HT  -        2015.500 (meters)    6612.52  (feet)  COMP
 ER0603  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 ER0603
 ER0603  VERT ORDER  -  SECOND    CLASS 0
 ER0603
 ER0603.The horizontal coordinates were scaled from a topographic map and have
 ER0603.an estimated accuracy of +/- 6 seconds.
 ER0603
 ER0603.The orthometric height was determined by differential leveling
 ER0603.and adjusted in June 1991.
 ER0603
 ER0603.The geoid height was determined by GEOID03.
 ER0603
 ER0603.The dynamic height is computed by dividing the NAVD 88
 ER0603.geopotential number by the normal gravity value computed on the
 ER0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0603.degrees latitude (g = 980.6199 gals.).
 ER0603
 ER0603.The modeled gravity was interpolated from observed gravity values.
 ER0603
 ER0603;                    North         East    Units  Estimated Accuracy
 ER0603;SPC AZ E     -   382,070.      305,410.      MT  (+/- 180 meters Scaled)
 ER0603
 ER0603                          SUPERSEDED SURVEY CONTROL
 ER0603
 ER0603.No superseded survey control is available for this station.
 ER0603
 ER0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD685126(NAD 83)
 ER0603_MARKER: DB = BENCH MARK DISK
 ER0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0603_SP_SET: COPPER-CLAD STEEL ROD
 ER0603_STAMPING: 111 BKC 1968 6619
 ER0603_MARK LOGO: USGS  
 ER0603_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0603+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0603
 ER0603  HISTORY     - Date     Condition        Report By
 ER0603  HISTORY     - 1968     MONUMENTED       USGS
 ER0603
 ER0603                          STATION DESCRIPTION
 ER0603
 ER0603'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0603'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0603'ALONG U S HIGHWAY 666, THENCE 12.4 MILES EAST ALONG A GRAVEL ROAD, 42
 ER0603'FEET NORTH OF THE ROAD, 0.5 FEET SOUTH OF A WITNESS POST, SET ON A
 ER0603'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0574 ***********************************************************************
 ER0574  DESIGNATION -  111 DOR
 ER0574  PID         -  ER0574
 ER0574  STATE/COUNTY-  AZ/APACHE
 ER0574  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0574
 ER0574                         *CURRENT SURVEY CONTROL
 ER0574  ___________________________________________________________________
 ER0574* NAD 83(1986)-  34 42 14.     (N)    109 29 33.     (W)     SCALED    
 ER0574* NAVD 88     -      1753.855  (meters)    5754.11   (feet)  ADJUSTED  
 ER0574  ___________________________________________________________________
 ER0574  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ER0574  DYNAMIC HT  -        1751.357 (meters)    5745.91  (feet)  COMP
 ER0574  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 ER0574
 ER0574  VERT ORDER  -  SECOND    CLASS II
 ER0574
 ER0574.The horizontal coordinates were scaled from a topographic map and have
 ER0574.an estimated accuracy of +/- 6 seconds.
 ER0574
 ER0574.The orthometric height was determined by differential leveling
 ER0574.and adjusted in June 1991.
 ER0574
 ER0574.The geoid height was determined by GEOID03.
 ER0574
 ER0574.The dynamic height is computed by dividing the NAVD 88
 ER0574.geopotential number by the normal gravity value computed on the
 ER0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0574.degrees latitude (g = 980.6199 gals.).
 ER0574
 ER0574.The modeled gravity was interpolated from observed gravity values.
 ER0574
 ER0574;                    North         East    Units  Estimated Accuracy
 ER0574;SPC AZ E     -   410,930.      275,120.      MT  (+/- 180 meters Scaled)
 ER0574
 ER0574                          SUPERSEDED SURVEY CONTROL
 ER0574
 ER0574.No superseded survey control is available for this station.
 ER0574
 ER0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD380412(NAD 83)
 ER0574_MARKER: DB = BENCH MARK DISK
 ER0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0574_SP_SET: CONCRETE POST
 ER0574_STAMPING: 111 DOR 1972 5751
 ER0574_MARK LOGO: USGS  
 ER0574_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0574+STABILITY: SURFACE MOTION
 ER0574
 ER0574  HISTORY     - Date     Condition        Report By
 ER0574  HISTORY     - 1972     MONUMENTED       USGS
 ER0574
 ER0574                          STATION DESCRIPTION
 ER0574
 ER0574'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0574'34.3 KM (21.30 MI) NNW FROM ST JOHNS.
 ER0574'4.8 MILES WEST OF THE POST OFFICE IN ST JOHNS ALONG HIGHWAYS 61 AND
 ER0574'180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY
 ER0574'180 TO A T-ROAD NORTHEAST, THENCE 13.6 MILES NORTH ALONG THE ROAD
 ER0574'TOWARD NAVAJO, 30 FEET WEST OF THE ROAD, AT THE EAST EDGE OF A SMALL
 ER0574'JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0458 ***********************************************************************
 GQ0458  DESIGNATION -  111 DOR
 GQ0458  PID         -  GQ0458
 GQ0458  STATE/COUNTY-  AZ/MOHAVE
 GQ0458  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0458
 GQ0458                         *CURRENT SURVEY CONTROL
 GQ0458  ___________________________________________________________________
 GQ0458* NAD 83(1986)-  36 41 56.     (N)    113 27 44.     (W)     SCALED    
 GQ0458* NAVD 88     -      1522.247  (meters)    4994.24   (feet)  POSTED    
 GQ0458  ___________________________________________________________________
 GQ0458  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 GQ0458  DYNAMIC HT  -        1520.500 (meters)    4988.51  (feet)  COMP
 GQ0458  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 GQ0458
 GQ0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0458
 GQ0458.The horizontal coordinates were scaled from a topographic map and have
 GQ0458.an estimated accuracy of +/- 6 seconds.
 GQ0458
 GQ0458.The orthometric height was determined by differential leveling
 GQ0458.and adjusted by the  in 1992.
 GQ0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0458.rate of 0.0 thru 1.0 mm/km.
 GQ0458
 GQ0458.The geoid height was determined by GEOID03.
 GQ0458
 GQ0458.The dynamic height is computed by dividing the NAVD 88
 GQ0458.geopotential number by the normal gravity value computed on the
 GQ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0458.degrees latitude (g = 980.6199 gals.).
 GQ0458
 GQ0458.The modeled gravity was interpolated from observed gravity values.
 GQ0458
 GQ0458;                    North         East    Units  Estimated Accuracy
 GQ0458;SPC AZ W     -   632,120.      239,080.      MT  (+/- 180 meters Scaled)
 GQ0458
 GQ0458                          SUPERSEDED SURVEY CONTROL
 GQ0458
 GQ0458.No superseded survey control is available for this station.
 GQ0458
 GQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF800642(NAD 83)
 GQ0458_MARKER: DB = BENCH MARK DISK
 GQ0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0458_SP_SET: COPPER-CLAD STEEL ROD
 GQ0458_STAMPING: 111 DOR 1970 4991
 GQ0458_MARK LOGO: USGS  
 GQ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0458
 GQ0458  HISTORY     - Date     Condition        Report By
 GQ0458  HISTORY     - 1970     MONUMENTED       USGS
 GQ0458
 GQ0458                          STATION DESCRIPTION
 GQ0458
 GQ0458'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0458'54.9 KM (34.10 MI) SSE FROM ST GEORGE UT.
 GQ0458'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0458'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0458'ROAD TO THE ARIZONA STATE LINE, CONTINUE 27.4 MILES SOUTH ALONG MT.
 GQ0458'TRUMBULL ROAD TO A CATTLEGUARD, 0.1 MILE SOUTHEAST OF A BLM ALUMINUM
 GQ0458'TABLET STAMPED BLM PROJ NO STUDY PLOT 4 MAIN STREET NE NE SEC 15 T36N
 GQ0458'R11W 1964, 66 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0458'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0679 ***********************************************************************
 GP0679  DESIGNATION -  111 DOR
 GP0679  PID         -  GP0679
 GP0679  STATE/COUNTY-  AZ/COCONINO
 GP0679  USGS QUAD   -  WHIRLWIND ROCK (1970)
 GP0679
 GP0679                         *CURRENT SURVEY CONTROL
 GP0679  ___________________________________________________________________
 GP0679* NAD 83(1986)-  36 37 25.     (N)    110 46 53.     (W)     SCALED    
 GP0679* NAVD 88     -      1994.421  (meters)    6543.36   (feet)  ADJUSTED  
 GP0679  ___________________________________________________________________
 GP0679  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 GP0679  DYNAMIC HT  -        1991.902 (meters)    6535.10  (feet)  COMP
 GP0679  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 GP0679
 GP0679  VERT ORDER  -  SECOND    CLASS 0
 GP0679
 GP0679.The horizontal coordinates were scaled from a topographic map and have
 GP0679.an estimated accuracy of +/- 6 seconds.
 GP0679
 GP0679.The orthometric height was determined by differential leveling
 GP0679.and adjusted in June 1991.
 GP0679
 GP0679.The geoid height was determined by GEOID03.
 GP0679
 GP0679.The dynamic height is computed by dividing the NAVD 88
 GP0679.geopotential number by the normal gravity value computed on the
 GP0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0679.degrees latitude (g = 980.6199 gals.).
 GP0679
 GP0679.The modeled gravity was interpolated from observed gravity values.
 GP0679
 GP0679;                    North         East    Units  Estimated Accuracy
 GP0679;SPC AZ C     -   624,310.      314,900.      MT  (+/- 180 meters Scaled)
 GP0679
 GP0679                          SUPERSEDED SURVEY CONTROL
 GP0679
 GP0679.No superseded survey control is available for this station.
 GP0679
 GP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF195531(NAD 83)
 GP0679_MARKER: DB = BENCH MARK DISK
 GP0679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0679_SP_SET: COPPER-CLAD STEEL ROD
 GP0679_STAMPING: 111 DOR 1969 6540
 GP0679_MARK LOGO: USGS  
 GP0679_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0679+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0679
 GP0679  HISTORY     - Date     Condition        Report By
 GP0679  HISTORY     - 1969     MONUMENTED       USGS
 GP0679
 GP0679                          STATION DESCRIPTION
 GP0679
 GP0679'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0679'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0679'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0679'NORTH, THENCE 18.3 MILES NORTH AND NORTHEAST, 103 FEET SOUTHEAST OF A
 GP0679'POWER POLE, 50 FEET NORTHWEST AND 1 FOOT LOWER THAN THE ROAD, 10 FEET
 GP0679'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WITNESS, SET ON
 GP0679'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0052 ***********************************************************************
 EU0052  DESIGNATION -  1112.47
 EU0052  PID         -  EU0052
 EU0052  STATE/COUNTY-  AZ/MOHAVE
 EU0052  USGS QUAD   -  FRANCONIA (1970)
 EU0052
 EU0052                         *CURRENT SURVEY CONTROL
 EU0052  ___________________________________________________________________
 EU0052* NAD 83(1986)-  34 43 53.     (N)    114 16 19.     (W)     SCALED    
 EU0052* NAVD 88     -       339.74   (+/-2cm)    1114.6    (feet)  VERTCON   
 EU0052  ___________________________________________________________________
 EU0052  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EU0052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0052
 EU0052.The horizontal coordinates were scaled from a topographic map and have
 EU0052.an estimated accuracy of +/- 6 seconds.
 EU0052
 EU0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0052.The vertical order pertains to the NGVD 29 superseded value.
 EU0052
 EU0052.The geoid height was determined by GEOID03.
 EU0052
 EU0052;                    North         East    Units  Estimated Accuracy
 EU0052;SPC AZ W     -   413,920.      165,560.      MT  (+/- 180 meters Scaled)
 EU0052
 EU0052                          SUPERSEDED SURVEY CONTROL
 EU0052
 EU0052  NGVD 29 (??/??/??)  339.058  (m)         1112.39   (f) ADJUSTED    2 0
 EU0052
 EU0052.Superseded values are not recommended for survey control.
 EU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0052.See file dsdata.txt to determine how the superseded data were derived.
 EU0052
 EU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU497466(NAD 83)
 EU0052_MARKER: DD = SURVEY DISK
 EU0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0052_SP_SET: CULVERT
 EU0052_STAMPING: 1112.47 651X00 1951
 EU0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0052
 EU0052  HISTORY     - Date     Condition        Report By
 EU0052  HISTORY     - 1951     MONUMENTED       AZHD
 EU0052  HISTORY     - 1961     GOOD             NGS
 EU0052  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0052
 EU0052                          STATION DESCRIPTION
 EU0052
 EU0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0052'12.7 MI E FROM TOPOCK.
 EU0052'ABOUT 12.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0052'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0052'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF
 EU0052'A 15 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 21 FEET SOUTH OF
 EU0052'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET BELOW
 EU0052'THE LEVEL OF THE HIGHWAY.
 EU0052
 EU0052                          STATION RECOVERY (1981)
 EU0052
 EU0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0052'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0219 ***********************************************************************
 DV0219  DESIGNATION -  1112.49
 DV0219  PID         -  DV0219
 DV0219  STATE/COUNTY-  AZ/MARICOPA
 DV0219  USGS QUAD   -  FOWLER (1982)
 DV0219
 DV0219                         *CURRENT SURVEY CONTROL
 DV0219  ___________________________________________________________________
 DV0219* NAD 83(1986)-  33 29 19.     (N)    112 07 36.     (W)     SCALED    
 DV0219* NAVD 88     -       339.50   (+/-2cm)    1113.8    (feet)  VERTCON   
 DV0219  ___________________________________________________________________
 DV0219  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0219
 DV0219.The horizontal coordinates were scaled from a topographic map and have
 DV0219.an estimated accuracy of +/- 6 seconds.
 DV0219
 DV0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0219.The vertical order pertains to the NGVD 29 superseded value.
 DV0219
 DV0219.The geoid height was determined by GEOID03.
 DV0219
 DV0219;                    North         East    Units  Estimated Accuracy
 DV0219;SPC AZ C     -   275,960.      193,850.      MT  (+/- 180 meters Scaled)
 DV0219
 DV0219                          SUPERSEDED SURVEY CONTROL
 DV0219
 DV0219  NGVD 29 (??/??/92)  338.894  (m)         1111.85   (f) ADJ UNCH    2 0
 DV0219
 DV0219.Superseded values are not recommended for survey control.
 DV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0219.See file dsdata.txt to determine how the superseded data were derived.
 DV0219
 DV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC953060(NAD 83)
 DV0219_MARKER: DD = SURVEY DISK
 DV0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0219_SP_SET: ABUTMENT
 DV0219_STAMPING: 1112.49 156+1 1937
 DV0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0219
 DV0219  HISTORY     - Date     Condition        Report By
 DV0219  HISTORY     - 1937     MONUMENTED       AZHD
 DV0219  HISTORY     - 1959     GOOD             NGS
 DV0219  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV0219
 DV0219                          STATION DESCRIPTION
 DV0219
 DV0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0219'IN PHOENIX.
 DV0219'5.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0219'FROM THE UNION STATION AT PHOENIX, MARICOPA COUNTY, 4.6 MILES
 DV0219'SOUTHEAST OF THE STATION AT GLENDALE, 0.2 MILE NORTHWEST OF MILEPOST
 DV0219'189, 1.1 MILES SOUTHEAST OF THE ALHAMBRA SCHOOL, ACROSS A FOUR-LANE
 DV0219'HIGHWAY FROM RAILWAY BRIDGE E 189, 17 FEET NORTHEAST OF THE NORTHEAST
 DV0219'EDGE OF THE HIGHWAY, AT A HIGHWAY BRIDGE OVER AN IRRIGATION CANAL, IN
 DV0219'THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT, AND 0.9 FOOT WEST OF THE
 DV0219'EAST END.
 DV0219
 DV0219                          STATION RECOVERY (2007)
 DV0219
 DV0219'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0219'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0219'MARK. THE BRIDGE HAS APPARENTLY BEEN WIDENED TO ACCOMMODATE THE NOW
 DV0219'SIX LANE ROADWAY. A MARK WAS RECOVERED AT THE NORTHEAST CORNER OF THE
 DV0219'BRIDGE, STAMPED 114.30, 1967, 156+29.20. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0785 ***********************************************************************
 DW0785  DESIGNATION -  1113.86
 DW0785  PID         -  DW0785
 DW0785  STATE/COUNTY-  AZ/LA PAZ
 DW0785  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0785
 DW0785                         *CURRENT SURVEY CONTROL
 DW0785  ___________________________________________________________________
 DW0785* NAD 83(1986)-  33 38 51.     (N)    114 21 06.     (W)     SCALED    
 DW0785* NAVD 88     -       340.24   (+/-2cm)    1116.3    (feet)  VERTCON   
 DW0785  ___________________________________________________________________
 DW0785  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DW0785  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0785
 DW0785.The horizontal coordinates were scaled from a topographic map and have
 DW0785.an estimated accuracy of +/- 6 seconds.
 DW0785
 DW0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0785.The vertical order pertains to the NGVD 29 superseded value.
 DW0785
 DW0785.The geoid height was determined by GEOID03.
 DW0785
 DW0785;                    North         East    Units  Estimated Accuracy
 DW0785;SPC AZ W     -   293,730.      157,550.      MT  (+/- 180 meters Scaled)
 DW0785
 DW0785                          SUPERSEDED SURVEY CONTROL
 DW0785
 DW0785  NGVD 29 (??/??/??)  339.531  (m)         1113.94   (f) ADJUSTED    1 2
 DW0785
 DW0785.Superseded values are not recommended for survey control.
 DW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0785.See file dsdata.txt to determine how the superseded data were derived.
 DW0785
 DW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT456262(NAD 83)
 DW0785_MARKER: DD = SURVEY DISK
 DW0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0785_SP_SET: HEADWALL
 DW0785_STAMPING: 1113.86 614+72
 DW0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0785
 DW0785  HISTORY     - Date     Condition        Report By
 DW0785  HISTORY     - UNK      MONUMENTED       AZHD
 DW0785  HISTORY     - 1934     GOOD             NGS
 DW0785  HISTORY     - 1970     MARK NOT FOUND   USGS
 DW0785  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0785
 DW0785                          STATION DESCRIPTION
 DW0785
 DW0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0785'7.1 MI W FROM QUARTZSIZE.
 DW0785'7.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0785'COUNTY, AT STATION 614+72, AT A SMALL CONCRETE CULVERT, AND IN
 DW0785'THE CENTER OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY
 DW0785'DEPARTMENT STANDARD DISK, STAMPED 1113.86 614+72.
 DW0785
 DW0785                          STATION RECOVERY (1970)
 DW0785
 DW0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DW0785'MARK NOT FOUND.
 DW0785
 DW0785                          STATION RECOVERY (1981)
 DW0785
 DW0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0785'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY INTERSTATE HIGHWAY 10
 DW0785'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0224 ***********************************************************************
 DV0224  DESIGNATION -  1116.94
 DV0224  PID         -  DV0224
 DV0224  STATE/COUNTY-  AZ/MARICOPA
 DV0224  USGS QUAD   -  FOWLER (1982)
 DV0224
 DV0224                         *CURRENT SURVEY CONTROL
 DV0224  ___________________________________________________________________
 DV0224* NAD 83(1986)-  33 29 41.     (N)    112 08 03.     (W)     SCALED    
 DV0224* NAVD 88     -       340.92   (+/-2cm)    1118.5    (feet)  VERTCON   
 DV0224  ___________________________________________________________________
 DV0224  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0224
 DV0224.The horizontal coordinates were scaled from a topographic map and have
 DV0224.an estimated accuracy of +/- 6 seconds.
 DV0224
 DV0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0224.The vertical order pertains to the NGVD 29 superseded value.
 DV0224
 DV0224.The geoid height was determined by GEOID03.
 DV0224
 DV0224;                    North         East    Units  Estimated Accuracy
 DV0224;SPC AZ C     -   276,640.      193,150.      MT  (+/- 180 meters Scaled)
 DV0224
 DV0224                          SUPERSEDED SURVEY CONTROL
 DV0224
 DV0224  NGVD 29 (??/??/92)  340.320  (m)         1116.53   (f) ADJ UNCH    2 0
 DV0224
 DV0224.Superseded values are not recommended for survey control.
 DV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0224.See file dsdata.txt to determine how the superseded data were derived.
 DV0224
 DV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946067(NAD 83)
 DV0224_MARKER: DD = SURVEY DISK
 DV0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0224_SP_SET: HEADWALL
 DV0224_STAMPING: 1116.94 185+50 1937
 DV0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0224
 DV0224  HISTORY     - Date     Condition        Report By
 DV0224  HISTORY     - 1937     MONUMENTED       AZHD
 DV0224  HISTORY     - 1949     GOOD             NGS
 DV0224  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0224  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0224
 DV0224                          STATION DESCRIPTION
 DV0224
 DV0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0224'5.6 MI NW FROM PHOENIX.
 DV0224'5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0224'FROM THE UNION STATION AT PHOENIX, ABOUT 90 YARDS NORTH OF CULVERT B
 DV0224'189, AT THE JUNCTION OF W. INDIAN SCHOOL ROAD AND U.S. HIGHWAY
 DV0224'60-70-89, AT ALHAMBRA, AT A CULVERT UNDER U.S. HIGHWAY 60-70-89, 39
 DV0224'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 DV0224'CENTER LINE OF THE INDIAN SCHOOL ROAD, AND ABOUT 1 FOOT ABOVE THE
 DV0224'SURFACE OF THE HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE NORTHEAST
 DV0224'CONCRETE HEAD WALL.
 DV0224
 DV0224                          STATION RECOVERY (2006)
 DV0224
 DV0224'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0224'MARK NOT FOUND.
 DV0224
 DV0224                          STATION RECOVERY (2007)
 DV0224
 DV0224'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0224'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0224'MARK. THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DV0224'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0300 ***********************************************************************
 FS0300  DESIGNATION -  1117+00
 FS0300  PID         -  FS0300
 FS0300  STATE/COUNTY-  AZ/MOHAVE
 FS0300  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0300
 FS0300                         *CURRENT SURVEY CONTROL
 FS0300  ___________________________________________________________________
 FS0300* NAD 83(1986)-  35 37 54.     (N)    114 25 37.     (W)     SCALED    
 FS0300* NAVD 88     -       801.636  (meters)    2630.03   (feet)  POSTED    
 FS0300  ___________________________________________________________________
 FS0300  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0300  DYNAMIC HT  -         800.750 (meters)    2627.13  (feet)  COMP
 FS0300  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 FS0300
 FS0300  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0300
 FS0300.The horizontal coordinates were scaled from a topographic map and have
 FS0300.an estimated accuracy of +/- 6 seconds.
 FS0300
 FS0300.The orthometric height was determined by differential leveling
 FS0300.and adjusted by the  in 1992.
 FS0300.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0300.rate of 3.1 thru 4.0 mm/km.
 FS0300
 FS0300.The geoid height was determined by GEOID03.
 FS0300
 FS0300.The dynamic height is computed by dividing the NAVD 88
 FS0300.geopotential number by the normal gravity value computed on the
 FS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0300.degrees latitude (g = 980.6199 gals.).
 FS0300
 FS0300.The modeled gravity was interpolated from observed gravity values.
 FS0300
 FS0300;                    North         East    Units  Estimated Accuracy
 FS0300;SPC AZ W     -   513,880.      152,050.      MT  (+/- 180 meters Scaled)
 FS0300
 FS0300                          SUPERSEDED SURVEY CONTROL
 FS0300
 FS0300  NGVD 29 (??/??/92)  800.917  (m)         2627.68   (f) ADJ UNCH    1 1
 FS0300
 FS0300.Superseded values are not recommended for survey control.
 FS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0300.See file dsdata.txt to determine how the superseded data were derived.
 FS0300
 FS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV330461(NAD 83)
 FS0300_MARKER: DD = SURVEY DISK
 FS0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0300_SP_SET: CULVERT
 FS0300_STAMPING: 1117+00 2628.69 1936
 FS0300_MARK LOGO: AZHD  
 FS0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0300
 FS0300  HISTORY     - Date     Condition        Report By
 FS0300  HISTORY     - 1936     MONUMENTED       AZHD
 FS0300  HISTORY     - 1949     GOOD             NGS
 FS0300  HISTORY     - 1982     GOOD             NGS
 FS0300
 FS0300                          STATION DESCRIPTION
 FS0300
 FS0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0300'18.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0300'18.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0300'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 106 FEET NORTH OF
 FS0300'MILEPOST 34, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0300'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.7
 FS0300'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0300'FOOT HIGHER THAN THE HIGHWAY.
 FS0300
 FS0300                          STATION RECOVERY (1982)
 FS0300
 FS0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0300'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1054 ***********************************************************************
 DA1054  DESIGNATION -  1118.45
 DA1054  PID         -  DA1054
 DA1054  STATE/COUNTY-  AZ/YUMA
 DA1054  USGS QUAD   -  TACNA (1982)
 DA1054
 DA1054                         *CURRENT SURVEY CONTROL
 DA1054  ___________________________________________________________________
 DA1054* NAD 83(1986)-  32 41 45.     (N)    113 57 28.     (W)     SCALED    
 DA1054* NAVD 88     -       106.452  (meters)     349.25   (feet)  ADJUSTED  
 DA1054  ___________________________________________________________________
 DA1054  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1054  DYNAMIC HT  -         106.329 (meters)     348.85  (feet)  COMP
 DA1054  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 DA1054
 DA1054  VERT ORDER  -  FIRST     CLASS II
 DA1054
 DA1054.The horizontal coordinates were scaled from a topographic map and have
 DA1054.an estimated accuracy of +/- 6 seconds.
 DA1054
 DA1054.The orthometric height was determined by differential leveling
 DA1054.and adjusted in June 1991.
 DA1054
 DA1054.The geoid height was determined by GEOID03.
 DA1054
 DA1054.The dynamic height is computed by dividing the NAVD 88
 DA1054.geopotential number by the normal gravity value computed on the
 DA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1054.degrees latitude (g = 980.6199 gals.).
 DA1054
 DA1054.The modeled gravity was interpolated from observed gravity values.
 DA1054
 DA1054;                    North         East    Units  Estimated Accuracy
 DA1054;SPC AZ W     -   188,050.      193,880.      MT  (+/- 180 meters Scaled)
 DA1054
 DA1054                          SUPERSEDED SURVEY CONTROL
 DA1054
 DA1054.No superseded survey control is available for this station.
 DA1054
 DA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB227214(NAD 83)
 DA1054_MARKER: DD = SURVEY DISK
 DA1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1054_SP_SET: BRIDGE
 DA1054_STAMPING: 347.48 1118.45 1941
 DA1054_MARK LOGO: AZHD  
 DA1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1054
 DA1054  HISTORY     - Date     Condition        Report By
 DA1054  HISTORY     - 1941     MONUMENTED       AZHD
 DA1054  HISTORY     - 1952     GOOD             NGS
 DA1054  HISTORY     - 1981     GOOD             NGS
 DA1054  HISTORY     - 1981     GOOD             NGS
 DA1054  HISTORY     - 20090206 GOOD             GEOCAC
 DA1054
 DA1054                          STATION DESCRIPTION
 DA1054
 DA1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1054'10.3 MI E FROM WELLTON.
 DA1054'10.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER
 DA1054'TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH GUARD RAIL OF A
 DA1054'HIGHWAY BRIDGE OVER A WASH, 0.3 MILE WEST OF RALPHS MILL AND POST
 DA1054'OFFICE BUILDING, 150 FEET NORTH OF RAILROAD BRIDGE NO. 780.60, 17.5
 DA1054'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.8 FOOT ABOVE THE
 DA1054'HIGHWAY.  NOTE-- AT THE WEST LIMITS OF TACNA (FORMERLY KNOWN AS RALPHS
 DA1054'HILL).  IN THE CENTER OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE, 0.1
 DA1054'MILE WEST FROM THE POST OFFICE AT TACNA.
 DA1054
 DA1054                          STATION RECOVERY (1981)
 DA1054
 DA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1054'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1054'POST OFFICE IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL
 DA1054'OF A SMALL HIGHWAY BRIDGE, 39.9 M (131 FT) SOUTHWEST OF THE EXTENDED
 DA1054'CENTERLINE OF 2ND AVENUE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE
 DA1054'OF THE HIGHWAY, 2.1 M (6.8 FT) NORTHEAST OF THE SOUTHWEST END OF
 DA1054'THE HEADWALL, 2.1 M (6.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1054'HEADWALL.
 DA1054'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1054
 DA1054                          STATION RECOVERY (1981)
 DA1054
 DA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1054'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1054'POST OFFICE IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL
 DA1054'OF A SMALL HIGHWAY BRIDGE, 39.9 M (131 FT) SOUTHWEST OF THE EXTENDED
 DA1054'CENTERLINE OF 2ND AVENUE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE
 DA1054'OF THE HIGHWAY, 2.1 M (6.8 FT) NORTHEAST OF THE SOUTHWEST END OF
 DA1054'THE HEADWALL, 2.1 M (6.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1054'HEADWALL.
 DA1054'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1054
 DA1054                          STATION RECOVERY (2009)
 DA1054
 DA1054'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1054'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1054'OF N 32 41' 46.6 W
 DA1054'113 57' 28.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0604 ***********************************************************************
 ER0604  DESIGNATION -  112 BKC
 ER0604  PID         -  ER0604
 ER0604  STATE/COUNTY-  AZ/APACHE
 ER0604  USGS QUAD   -  MESA PARADA NW (1984)
 ER0604
 ER0604                         *CURRENT SURVEY CONTROL
 ER0604  ___________________________________________________________________
 ER0604* NAD 83(1986)-  34 26 38.     (N)    109 08 47.     (W)     SCALED    
 ER0604* NAVD 88     -      2039.663  (meters)    6691.79   (feet)  ADJUSTED  
 ER0604  ___________________________________________________________________
 ER0604  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 ER0604  DYNAMIC HT  -        2036.605 (meters)    6681.76  (feet)  COMP
 ER0604  MODELED GRAV-     979,063.4   (mgal)                       NAVD 88
 ER0604
 ER0604  VERT ORDER  -  SECOND    CLASS 0
 ER0604
 ER0604.The horizontal coordinates were scaled from a topographic map and have
 ER0604.an estimated accuracy of +/- 6 seconds.
 ER0604
 ER0604.The orthometric height was determined by differential leveling
 ER0604.and adjusted in June 1991.
 ER0604
 ER0604.The geoid height was determined by GEOID03.
 ER0604
 ER0604.The dynamic height is computed by dividing the NAVD 88
 ER0604.geopotential number by the normal gravity value computed on the
 ER0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0604.degrees latitude (g = 980.6199 gals.).
 ER0604
 ER0604.The modeled gravity was interpolated from observed gravity values.
 ER0604
 ER0604;                    North         East    Units  Estimated Accuracy
 ER0604;SPC AZ E     -   382,360.      307,120.      MT  (+/- 180 meters Scaled)
 ER0604
 ER0604                          SUPERSEDED SURVEY CONTROL
 ER0604
 ER0604.No superseded survey control is available for this station.
 ER0604
 ER0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD702129(NAD 83)
 ER0604_MARKER: DB = BENCH MARK DISK
 ER0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0604_SP_SET: COPPER-CLAD STEEL ROD
 ER0604_STAMPING: 112 BKC 1968 6689
 ER0604_MARK LOGO: USGS  
 ER0604_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0604+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0604
 ER0604  HISTORY     - Date     Condition        Report By
 ER0604  HISTORY     - 1968     MONUMENTED       USGS
 ER0604
 ER0604                          STATION DESCRIPTION
 ER0604
 ER0604'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0604'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0604'ALONG U S HIGHWAY 666, THENCE 13.5 MILES EAST ALONG A GRAVEL ROAD, TO
 ER0604'A T-ROAD SOUTH TO AN FAA VORTAC, 81 FEET SOUTH AND 136 FEET EAST OF
 ER0604'THE ROAD INTERSECTION, 4.5 FEET NORTHWEST OF A WITNESS POST, SET ON A
 ER0604'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0575 ***********************************************************************
 ER0575  DESIGNATION -  112 DOR
 ER0575  PID         -  ER0575
 ER0575  STATE/COUNTY-  AZ/APACHE
 ER0575  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0575
 ER0575                         *CURRENT SURVEY CONTROL
 ER0575  ___________________________________________________________________
 ER0575* NAD 83(1986)-  34 41 16.     (N)    109 29 42.     (W)     SCALED    
 ER0575* NAVD 88     -      1739.554  (meters)    5707.19   (feet)  ADJUSTED  
 ER0575  ___________________________________________________________________
 ER0575  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ER0575  DYNAMIC HT  -        1737.081 (meters)    5699.07  (feet)  COMP
 ER0575  MODELED GRAV-     979,152.3   (mgal)                       NAVD 88
 ER0575
 ER0575  VERT ORDER  -  SECOND    CLASS II
 ER0575
 ER0575.The horizontal coordinates were scaled from a topographic map and have
 ER0575.an estimated accuracy of +/- 6 seconds.
 ER0575
 ER0575.The orthometric height was determined by differential leveling
 ER0575.and adjusted in June 1991.
 ER0575
 ER0575.The geoid height was determined by GEOID03.
 ER0575
 ER0575.The dynamic height is computed by dividing the NAVD 88
 ER0575.geopotential number by the normal gravity value computed on the
 ER0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0575.degrees latitude (g = 980.6199 gals.).
 ER0575
 ER0575.The modeled gravity was interpolated from observed gravity values.
 ER0575
 ER0575;                    North         East    Units  Estimated Accuracy
 ER0575;SPC AZ E     -   409,150.      274,900.      MT  (+/- 180 meters Scaled)
 ER0575
 ER0575                          SUPERSEDED SURVEY CONTROL
 ER0575
 ER0575.No superseded survey control is available for this station.
 ER0575
 ER0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD378394(NAD 83)
 ER0575_MARKER: DB = BENCH MARK DISK
 ER0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0575_SP_SET: CONCRETE POST
 ER0575_STAMPING: 112 DOR 1972 5704
 ER0575_MARK LOGO: USGS  
 ER0575_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0575+STABILITY: SURFACE MOTION
 ER0575
 ER0575  HISTORY     - Date     Condition        Report By
 ER0575  HISTORY     - 1972     MONUMENTED       USGS
 ER0575
 ER0575                          STATION DESCRIPTION
 ER0575
 ER0575'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0575'32.5 KM (20.20 MI) NNW FROM ST JOHNS.
 ER0575'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0575'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST TO A T-ROAD
 ER0575'NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE ROAD TOWARD NAVAJO TO A
 ER0575'T-ROAD EAST, 200 FEET NORTHEAST OF THE T-ROAD JUNCTION, 67 FEET ESE
 ER0575'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0459 ***********************************************************************
 GQ0459  DESIGNATION -  112 DOR
 GQ0459  PID         -  GQ0459
 GQ0459  STATE/COUNTY-  AZ/MOHAVE
 GQ0459  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0459
 GQ0459                         *CURRENT SURVEY CONTROL
 GQ0459  ___________________________________________________________________
 GQ0459* NAD 83(1986)-  36 41 00.     (N)    113 27 20.     (W)     SCALED    
 GQ0459* NAVD 88     -      1532.849  (meters)    5029.02   (feet)  POSTED    
 GQ0459  ___________________________________________________________________
 GQ0459  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 GQ0459  DYNAMIC HT  -        1531.090 (meters)    5023.25  (feet)  COMP
 GQ0459  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 GQ0459
 GQ0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0459
 GQ0459.The horizontal coordinates were scaled from a topographic map and have
 GQ0459.an estimated accuracy of +/- 6 seconds.
 GQ0459
 GQ0459.The orthometric height was determined by differential leveling
 GQ0459.and adjusted by the  in 1992.
 GQ0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0459.rate of 0.0 thru 1.0 mm/km.
 GQ0459
 GQ0459.The geoid height was determined by GEOID03.
 GQ0459
 GQ0459.The dynamic height is computed by dividing the NAVD 88
 GQ0459.geopotential number by the normal gravity value computed on the
 GQ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0459.degrees latitude (g = 980.6199 gals.).
 GQ0459
 GQ0459.The modeled gravity was interpolated from observed gravity values.
 GQ0459
 GQ0459;                    North         East    Units  Estimated Accuracy
 GQ0459;SPC AZ W     -   630,390.      239,680.      MT  (+/- 180 meters Scaled)
 GQ0459
 GQ0459                          SUPERSEDED SURVEY CONTROL
 GQ0459
 GQ0459.No superseded survey control is available for this station.
 GQ0459
 GQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF805625(NAD 83)
 GQ0459_MARKER: DB = BENCH MARK DISK
 GQ0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0459_SP_SET: COPPER-CLAD STEEL ROD
 GQ0459_STAMPING: 112 DOR 1970 5026
 GQ0459_MARK LOGO: USGS  
 GQ0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0459
 GQ0459  HISTORY     - Date     Condition        Report By
 GQ0459  HISTORY     - 1970     MONUMENTED       USGS
 GQ0459
 GQ0459                          STATION DESCRIPTION
 GQ0459
 GQ0459'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0459'56.8 KM (35.30 MI) SSE FROM ST GEORGE UT.
 GQ0459'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0459'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0459'ROAD TO THE ARIZONA STATE LINE, CONTINUE 28.6 MILES SOUTH ALONG MT.
 GQ0459'TRUMBULL ROAD TO THE TOP OF A RISE, 0.5 MILES SOUTH OF NAVAJO TRAIL
 GQ0459'ROAD EAST, 0.3 MILES NORTH OF A DUTCHMAN TANK SIGN, 64 FEET EAST OF
 GQ0459'THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0459'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0459'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0680 ***********************************************************************
 GP0680  DESIGNATION -  112 DOR
 GP0680  PID         -  GP0680
 GP0680  STATE/COUNTY-  AZ/COCONINO
 GP0680  USGS QUAD   -  INSCRIPTION HOUSE RUIN (1970)
 GP0680
 GP0680                         *CURRENT SURVEY CONTROL
 GP0680  ___________________________________________________________________
 GP0680* NAD 83(1986)-  36 38 12.     (N)    110 46 17.     (W)     SCALED    
 GP0680* NAVD 88     -      2025.403  (meters)    6645.01   (feet)  ADJUSTED  
 GP0680  ___________________________________________________________________
 GP0680  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 GP0680  DYNAMIC HT  -        2022.837 (meters)    6636.59  (feet)  COMP
 GP0680  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 GP0680
 GP0680  VERT ORDER  -  SECOND    CLASS 0
 GP0680
 GP0680.The horizontal coordinates were scaled from a topographic map and have
 GP0680.an estimated accuracy of +/- 6 seconds.
 GP0680
 GP0680.The orthometric height was determined by differential leveling
 GP0680.and adjusted in June 1991.
 GP0680
 GP0680.The geoid height was determined by GEOID03.
 GP0680
 GP0680.The dynamic height is computed by dividing the NAVD 88
 GP0680.geopotential number by the normal gravity value computed on the
 GP0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0680.degrees latitude (g = 980.6199 gals.).
 GP0680
 GP0680.The modeled gravity was interpolated from observed gravity values.
 GP0680
 GP0680;                    North         East    Units  Estimated Accuracy
 GP0680;SPC AZ C     -   625,760.      315,780.      MT  (+/- 180 meters Scaled)
 GP0680
 GP0680                          SUPERSEDED SURVEY CONTROL
 GP0680
 GP0680.No superseded survey control is available for this station.
 GP0680
 GP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF204545(NAD 83)
 GP0680_MARKER: DB = BENCH MARK DISK
 GP0680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0680_SP_SET: COPPER-CLAD STEEL ROD
 GP0680_STAMPING: 112 DOR 1969 6642
 GP0680_MARK LOGO: USGS  
 GP0680_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0680+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0680
 GP0680  HISTORY     - Date     Condition        Report By
 GP0680  HISTORY     - 1969     MONUMENTED       USGS
 GP0680
 GP0680                          STATION DESCRIPTION
 GP0680
 GP0680'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0680'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0680'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0680'NORTH, THENCE 19.4 MILES NORTH AND NORTHEAST, 125 FEET WEST OF THE
 GP0680'NORTHEAST END OF A BLADED DRAIN END, 100 FEET SOUTHEAST OF A POWER
 GP0680'LINE, 50 FEET NORTHWEST AND 3 FEET HIGHER THAN THE ROAD, 10 FEET
 GP0680'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WITNESS, SET ON
 GP0680'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0632 ***********************************************************************
 CZ0632  DESIGNATION -  1125
 CZ0632  PID         -  CZ0632
 CZ0632  STATE/COUNTY-  AZ/PIMA
 CZ0632  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0632
 CZ0632                         *CURRENT SURVEY CONTROL
 CZ0632  ___________________________________________________________________
 CZ0632* NAD 83(1986)-  32 25 19.     (N)    111 18 16.     (W)     SCALED    
 CZ0632* NAVD 88     -       597.79   (+/-2cm)    1961.2    (feet)  VERTCON   
 CZ0632  ___________________________________________________________________
 CZ0632  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0632
 CZ0632.The horizontal coordinates were scaled from a topographic map and have
 CZ0632.an estimated accuracy of +/- 6 seconds.
 CZ0632
 CZ0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0632.The vertical order pertains to the NGVD 29 superseded value.
 CZ0632
 CZ0632.The geoid height was determined by GEOID03.
 CZ0632
 CZ0632;                    North         East    Units  Estimated Accuracy
 CZ0632;SPC AZ C     -   157,820.      270,940.      MT  (+/- 180 meters Scaled)
 CZ0632
 CZ0632                          SUPERSEDED SURVEY CONTROL
 CZ0632
 CZ0632  NGVD 29 (??/??/92)  597.238  (m)         1959.44   (f) ADJ UNCH    2 0
 CZ0632
 CZ0632.Superseded values are not recommended for survey control.
 CZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0632.See file dsdata.txt to determine how the superseded data were derived.
 CZ0632
 CZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA713872(NAD 83)
 CZ0632_MARKER: P = PIPE CAP
 CZ0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0632_STAMPING: 1125 1911
 CZ0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0632
 CZ0632  HISTORY     - Date     Condition        Report By
 CZ0632  HISTORY     - 1911     MONUMENTED       USGLO
 CZ0632  HISTORY     - 1951     GOOD             NGS
 CZ0632
 CZ0632                          STATION DESCRIPTION
 CZ0632
 CZ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0632'12.7 MI W FROM RILLITO.
 CZ0632'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0632'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0632'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0632'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0632'TRICO ELECTRIC POWER PLANT, THENCE 1.6 MILES SOUTH ALONG A DIRT ROAD,
 CZ0632'AT A CATTLE GUARD AND A T JUNCTION OF THE MAIN ROAD LEADING WEST AND
 CZ0632'WHERE A POWER LINE CROSSES THE ROAD, 39.1 FEET SOUTHEAST OF THE (USC
 CZ0632'AND GS RM G 294), 30.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CZ0632'CATTLE GUARD, 25 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 3
 CZ0632'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD GOING AROUND THE WEST
 CZ0632'SIDE OF THE CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD ON THE WEST
 CZ0632'SIDE OF THE CATTLE GUARD, A BRONZE CAP RIVITED ON THE TOP OF A 2 INCH
 CZ0632'IRON PIPE AND FLUSH WITH THE GROUND.  NOTE-- THIS MARK WAS RUN OVER BY
 CZ0632'CARS AND THE ABOVE STAMPING WAS ALL THAT COULD BE MADE OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1159 ***********************************************************************
 DV1159  DESIGNATION -  1127.94
 DV1159  PID         -  DV1159
 DV1159  STATE/COUNTY-  AZ/LA PAZ
 DV1159  USGS QUAD   -  VICKSBURG (1990)
 DV1159
 DV1159                         *CURRENT SURVEY CONTROL
 DV1159  ___________________________________________________________________
 DV1159* NAD 83(1986)-  33 42 15.     (N)    113 50 11.     (W)     SCALED    
 DV1159* NAVD 88     -       344.75   (+/-2cm)    1131.1    (feet)  VERTCON   
 DV1159  ___________________________________________________________________
 DV1159  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1159  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1159
 DV1159.The horizontal coordinates were scaled from a topographic map and have
 DV1159.an estimated accuracy of +/- 6 seconds.
 DV1159
 DV1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1159.The vertical order pertains to the NGVD 29 superseded value.
 DV1159
 DV1159.The geoid height was determined by GEOID03.
 DV1159
 DV1159;                    North         East    Units  Estimated Accuracy
 DV1159;SPC AZ W     -   299,860.      205,350.      MT  (+/- 180 meters Scaled)
 DV1159
 DV1159                          SUPERSEDED SURVEY CONTROL
 DV1159
 DV1159  NGVD 29 (??/??/92)  344.093  (m)         1128.91   (f) ADJ UNCH    1 2
 DV1159
 DV1159.Superseded values are not recommended for survey control.
 DV1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1159.See file dsdata.txt to determine how the superseded data were derived.
 DV1159
 DV1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC371329(NAD 83)
 DV1159_MARKER: DD = SURVEY DISK
 DV1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1159_SP_SET: BRIDGE
 DV1159_STAMPING: 1127.94 2248+97.5
 DV1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1159
 DV1159  HISTORY     - Date     Condition        Report By
 DV1159  HISTORY     - UNK      MONUMENTED       AZHD
 DV1159  HISTORY     - 1934     GOOD             NGS
 DV1159  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1159
 DV1159                          STATION DESCRIPTION
 DV1159
 DV1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1159'14.6 MI W FROM SALOME.
 DV1159'14.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 0.8
 DV1159'MILE WEST OF THE RILEY SERVICE STATION, AT STATION 2248+97.5, AT A
 DV1159'CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.
 DV1159'AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1127.94
 DV1159'2248+97.5.
 DV1159
 DV1159                          STATION RECOVERY (1981)
 DV1159
 DV1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1159'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1159'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1160 ***********************************************************************
 DV1160  DESIGNATION -  1127.97
 DV1160  PID         -  DV1160
 DV1160  STATE/COUNTY-  AZ/LA PAZ
 DV1160  USGS QUAD   -  VICKSBURG (1990)
 DV1160
 DV1160                         *CURRENT SURVEY CONTROL
 DV1160  ___________________________________________________________________
 DV1160* NAD 83(1986)-  33 42 24.     (N)    113 49 34.     (W)     SCALED    
 DV1160* NAVD 88     -       344.77   (+/-2cm)    1131.1    (feet)  VERTCON   
 DV1160  ___________________________________________________________________
 DV1160  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1160  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1160
 DV1160.The horizontal coordinates were scaled from a topographic map and have
 DV1160.an estimated accuracy of +/- 6 seconds.
 DV1160
 DV1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1160.The vertical order pertains to the NGVD 29 superseded value.
 DV1160
 DV1160.The geoid height was determined by GEOID03.
 DV1160
 DV1160;                    North         East    Units  Estimated Accuracy
 DV1160;SPC AZ W     -   300,130.      206,310.      MT  (+/- 180 meters Scaled)
 DV1160
 DV1160                          SUPERSEDED SURVEY CONTROL
 DV1160
 DV1160  NGVD 29 (??/??/92)  344.103  (m)         1128.94   (f) ADJ UNCH    1 2
 DV1160
 DV1160.Superseded values are not recommended for survey control.
 DV1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1160.See file dsdata.txt to determine how the superseded data were derived.
 DV1160
 DV1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC380332(NAD 83)
 DV1160_MARKER: DD = SURVEY DISK
 DV1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1160_SP_SET: BRIDGE
 DV1160_STAMPING: 1127.97 2281+07.5
 DV1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1160
 DV1160  HISTORY     - Date     Condition        Report By
 DV1160  HISTORY     - UNK      MONUMENTED       AZHD
 DV1160  HISTORY     - 1934     GOOD             NGS
 DV1160  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1160
 DV1160                          STATION DESCRIPTION
 DV1160
 DV1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1160'14.0 MI W FROM SALOME.
 DV1160'14.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 0.2
 DV1160'MILE WEST OF THE RILEY SERVICE STATION, AT STATION 2281+07.5, AT A
 DV1160'CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.
 DV1160'AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1127.97
 DV1160'2281+07.5.
 DV1160
 DV1160                          STATION RECOVERY (1981)
 DV1160
 DV1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1160'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1160'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1158 ***********************************************************************
 DV1158  DESIGNATION -  1127.99
 DV1158  PID         -  DV1158
 DV1158  STATE/COUNTY-  AZ/LA PAZ
 DV1158  USGS QUAD   -  VICKSBURG (1990)
 DV1158
 DV1158                         *CURRENT SURVEY CONTROL
 DV1158  ___________________________________________________________________
 DV1158* NAD 83(1986)-  33 42 09.     (N)    113 50 42.     (W)     SCALED    
 DV1158* NAVD 88     -       344.77   (+/-2cm)    1131.1    (feet)  VERTCON   
 DV1158  ___________________________________________________________________
 DV1158  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DV1158  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1158
 DV1158.The horizontal coordinates were scaled from a topographic map and have
 DV1158.an estimated accuracy of +/- 6 seconds.
 DV1158
 DV1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1158.The vertical order pertains to the NGVD 29 superseded value.
 DV1158
 DV1158.The geoid height was determined by GEOID03.
 DV1158
 DV1158;                    North         East    Units  Estimated Accuracy
 DV1158;SPC AZ W     -   299,670.      204,550.      MT  (+/- 180 meters Scaled)
 DV1158
 DV1158                          SUPERSEDED SURVEY CONTROL
 DV1158
 DV1158  NGVD 29 (??/??/92)  344.105  (m)         1128.95   (f) ADJ UNCH    1 2
 DV1158
 DV1158.Superseded values are not recommended for survey control.
 DV1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1158.See file dsdata.txt to determine how the superseded data were derived.
 DV1158
 DV1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC363328(NAD 83)
 DV1158_MARKER: DD = SURVEY DISK
 DV1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1158_SP_SET: BRIDGE
 DV1158_STAMPING: 1127.99 2222+67.5
 DV1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1158
 DV1158  HISTORY     - Date     Condition        Report By
 DV1158  HISTORY     - UNK      MONUMENTED       AZHD
 DV1158  HISTORY     - 1934     GOOD             NGS
 DV1158  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1158
 DV1158                          STATION DESCRIPTION
 DV1158
 DV1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1158'15.1 MI W FROM SALOME.
 DV1158'15.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, AT
 DV1158'STATION 2222+67.5, AT A CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP
 DV1158'OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DV1158'STAMPED 1127.99 2222+67.5.
 DV1158
 DV1158                          STATION RECOVERY (1981)
 DV1158
 DV1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1158'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1158'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0605 ***********************************************************************
 ER0605  DESIGNATION -  113 BKC
 ER0605  PID         -  ER0605
 ER0605  STATE/COUNTY-  AZ/APACHE
 ER0605  USGS QUAD   -  MESA PARADA NW (1984)
 ER0605
 ER0605                         *CURRENT SURVEY CONTROL
 ER0605  ___________________________________________________________________
 ER0605* NAD 83(1986)-  34 26 59.     (N)    109 08 02.     (W)     SCALED    
 ER0605* NAVD 88     -      2015.590  (meters)    6612.81   (feet)  ADJUSTED  
 ER0605  ___________________________________________________________________
 ER0605  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 ER0605  DYNAMIC HT  -        2012.567 (meters)    6602.90  (feet)  COMP
 ER0605  MODELED GRAV-     979,063.6   (mgal)                       NAVD 88
 ER0605
 ER0605  VERT ORDER  -  SECOND    CLASS 0
 ER0605
 ER0605.The horizontal coordinates were scaled from a topographic map and have
 ER0605.an estimated accuracy of +/- 6 seconds.
 ER0605
 ER0605.The orthometric height was determined by differential leveling
 ER0605.and adjusted in June 1991.
 ER0605
 ER0605.The geoid height was determined by GEOID03.
 ER0605
 ER0605.The dynamic height is computed by dividing the NAVD 88
 ER0605.geopotential number by the normal gravity value computed on the
 ER0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0605.degrees latitude (g = 980.6199 gals.).
 ER0605
 ER0605.The modeled gravity was interpolated from observed gravity values.
 ER0605
 ER0605;                    North         East    Units  Estimated Accuracy
 ER0605;SPC AZ E     -   383,020.      308,260.      MT  (+/- 180 meters Scaled)
 ER0605
 ER0605                          SUPERSEDED SURVEY CONTROL
 ER0605
 ER0605.No superseded survey control is available for this station.
 ER0605
 ER0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD714136(NAD 83)
 ER0605_MARKER: DB = BENCH MARK DISK
 ER0605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ER0605_SP_SET: HEADWALL
 ER0605_STAMPING: 113 BKC 1968 6610
 ER0605_MARK LOGO: USGS  
 ER0605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0605+STABILITY: SURFACE MOTION
 ER0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0605+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0605
 ER0605  HISTORY     - Date     Condition        Report By
 ER0605  HISTORY     - 1968     MONUMENTED       USGS
 ER0605
 ER0605                          STATION DESCRIPTION
 ER0605
 ER0605'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0605'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0605'ALONG U S HIGHWAY 666, THENCE 14.3 MILES EAST ALONG A GRAVEL ROAD, 10
 ER0605'FEET SOUTH OF THE ROAD, SET IN THE CONCRETE HEADWALL OF A CONCRETE
 ER0605'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0576 ***********************************************************************
 ER0576  DESIGNATION -  113 DOR
 ER0576  PID         -  ER0576
 ER0576  STATE/COUNTY-  AZ/APACHE
 ER0576  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0576
 ER0576                         *CURRENT SURVEY CONTROL
 ER0576  ___________________________________________________________________
 ER0576* NAD 83(1986)-  34 41 33.     (N)    109 28 30.     (W)     SCALED    
 ER0576* NAVD 88     -      1727.576  (meters)    5667.89   (feet)  ADJUSTED  
 ER0576  ___________________________________________________________________
 ER0576  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ER0576  DYNAMIC HT  -        1725.116 (meters)    5659.82  (feet)  COMP
 ER0576  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 ER0576
 ER0576  VERT ORDER  -  SECOND    CLASS II
 ER0576
 ER0576.The horizontal coordinates were scaled from a topographic map and have
 ER0576.an estimated accuracy of +/- 6 seconds.
 ER0576
 ER0576.The orthometric height was determined by differential leveling
 ER0576.and adjusted in June 1991.
 ER0576
 ER0576.The geoid height was determined by GEOID03.
 ER0576
 ER0576.The dynamic height is computed by dividing the NAVD 88
 ER0576.geopotential number by the normal gravity value computed on the
 ER0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0576.degrees latitude (g = 980.6199 gals.).
 ER0576
 ER0576.The modeled gravity was interpolated from observed gravity values.
 ER0576
 ER0576;                    North         East    Units  Estimated Accuracy
 ER0576;SPC AZ E     -   409,680.      276,730.      MT  (+/- 180 meters Scaled)
 ER0576
 ER0576                          SUPERSEDED SURVEY CONTROL
 ER0576
 ER0576.No superseded survey control is available for this station.
 ER0576
 ER0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD396400(NAD 83)
 ER0576_MARKER: DB = BENCH MARK DISK
 ER0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0576_SP_SET: CONCRETE POST
 ER0576_STAMPING: 113 DOR 1972 5665
 ER0576_MARK LOGO: USGS  
 ER0576_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0576+STABILITY: SURFACE MOTION
 ER0576
 ER0576  HISTORY     - Date     Condition        Report By
 ER0576  HISTORY     - 1972     MONUMENTED       USGS
 ER0576
 ER0576                          STATION DESCRIPTION
 ER0576
 ER0576'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0576'34.4 KM (21.40 MI) NNW FROM ST JOHNS.
 ER0576'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0576'TO A Y-ROAD LEADING NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG
 ER0576'HIGHWAY 180 TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE
 ER0576'ROAD TO NAVAJO TO A T-ROAD EAST, THENCE 1.2 MILES EAST, 264 FEET
 ER0576'SOUTHWEST OF A HOUSE AND A WINDMILL, 170 FEET NNW OF THE ROAD, AND
 ER0576'1.0 FOOT SSE OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0460 ***********************************************************************
 GQ0460  DESIGNATION -  113 DOR
 GQ0460  PID         -  GQ0460
 GQ0460  STATE/COUNTY-  AZ/MOHAVE
 GQ0460  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0460
 GQ0460                         *CURRENT SURVEY CONTROL
 GQ0460  ___________________________________________________________________
 GQ0460* NAD 83(1986)-  36 40 12.     (N)    113 26 52.     (W)     SCALED    
 GQ0460* NAVD 88     -      1529.879  (meters)    5019.28   (feet)  POSTED    
 GQ0460  ___________________________________________________________________
 GQ0460  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 GQ0460  DYNAMIC HT  -        1528.120 (meters)    5013.51  (feet)  COMP
 GQ0460  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 GQ0460
 GQ0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0460
 GQ0460.The horizontal coordinates were scaled from a topographic map and have
 GQ0460.an estimated accuracy of +/- 6 seconds.
 GQ0460
 GQ0460.The orthometric height was determined by differential leveling
 GQ0460.and adjusted by the  in 1992.
 GQ0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0460.rate of 0.0 thru 1.0 mm/km.
 GQ0460
 GQ0460.The geoid height was determined by GEOID03.
 GQ0460
 GQ0460.The dynamic height is computed by dividing the NAVD 88
 GQ0460.geopotential number by the normal gravity value computed on the
 GQ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0460.degrees latitude (g = 980.6199 gals.).
 GQ0460
 GQ0460.The modeled gravity was interpolated from observed gravity values.
 GQ0460
 GQ0460;                    North         East    Units  Estimated Accuracy
 GQ0460;SPC AZ W     -   628,920.      240,380.      MT  (+/- 180 meters Scaled)
 GQ0460
 GQ0460                          SUPERSEDED SURVEY CONTROL
 GQ0460
 GQ0460.No superseded survey control is available for this station.
 GQ0460
 GQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF812610(NAD 83)
 GQ0460_MARKER: DB = BENCH MARK DISK
 GQ0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0460_SP_SET: COPPER-CLAD STEEL ROD
 GQ0460_STAMPING: 113 DOR 1970 5016
 GQ0460_MARK LOGO: USGS  
 GQ0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0460
 GQ0460  HISTORY     - Date     Condition        Report By
 GQ0460  HISTORY     - 1970     MONUMENTED       USGS
 GQ0460
 GQ0460                          STATION DESCRIPTION
 GQ0460
 GQ0460'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0460'58.4 KM (36.30 MI) SSE FROM ST GEORGE UT.
 GQ0460'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0460'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0460'ROAD TO THE ARIZONA STATE LINE, CONTINUE 29.6 MILES SOUTH ALONG MT.
 GQ0460'TRUMBULL ROAD, 0.3 MILES SOUTH OF A BLM BRASS CAP STAMPED NR T38N
 GQ0460'R11W S28 S26 1965, 50 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0460'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0460'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0681 ***********************************************************************
 GP0681  DESIGNATION -  113 DOR
 GP0681  PID         -  GP0681
 GP0681  STATE/COUNTY-  AZ/COCONINO
 GP0681  USGS QUAD   -  INSCRIPTION HOUSE RUIN (1970)
 GP0681
 GP0681                         *CURRENT SURVEY CONTROL
 GP0681  ___________________________________________________________________
 GP0681* NAD 83(1986)-  36 39 02.     (N)    110 45 43.     (W)     SCALED    
 GP0681* NAVD 88     -      2048.231  (meters)    6719.90   (feet)  ADJUSTED  
 GP0681  ___________________________________________________________________
 GP0681  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 GP0681  DYNAMIC HT  -        2045.627 (meters)    6711.36  (feet)  COMP
 GP0681  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 GP0681
 GP0681  VERT ORDER  -  SECOND    CLASS 0
 GP0681
 GP0681.The horizontal coordinates were scaled from a topographic map and have
 GP0681.an estimated accuracy of +/- 6 seconds.
 GP0681
 GP0681.The orthometric height was determined by differential leveling
 GP0681.and adjusted in June 1991.
 GP0681
 GP0681.The geoid height was determined by GEOID03.
 GP0681
 GP0681.The dynamic height is computed by dividing the NAVD 88
 GP0681.geopotential number by the normal gravity value computed on the
 GP0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0681.degrees latitude (g = 980.6199 gals.).
 GP0681
 GP0681.The modeled gravity was interpolated from observed gravity values.
 GP0681
 GP0681;                    North         East    Units  Estimated Accuracy
 GP0681;SPC AZ C     -   627,320.      316,600.      MT  (+/- 180 meters Scaled)
 GP0681
 GP0681                          SUPERSEDED SURVEY CONTROL
 GP0681
 GP0681.No superseded survey control is available for this station.
 GP0681
 GP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF212561(NAD 83)
 GP0681_MARKER: DB = BENCH MARK DISK
 GP0681_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0681+WITH SETTING: PAVEMENT
 GP0681_SP_SET: CONCRETE FLAGPOLE BASE
 GP0681_STAMPING: 113 DOR 1969 6717
 GP0681_MARK LOGO: USGS  
 GP0681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0681+STABILITY: SURFACE MOTION
 GP0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0681+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0681
 GP0681  HISTORY     - Date     Condition        Report By
 GP0681  HISTORY     - 1969     MONUMENTED       USGS
 GP0681
 GP0681                          STATION DESCRIPTION
 GP0681
 GP0681'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0681'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0681'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0681'NORTH, THENCE 20.5 MILES NORTH AND NORTHEAST TO NAVAJO CHAPTER HOUSE
 GP0681'NUMBER 06088, 75 FEET WEST OF THE ROAD, JUST SOUTH OF THE CHAPTER
 GP0681'HOUSE, IN THE CENTER OF THE EAST EDGE OF A 4 X 4 FOOT CONCRETE
 GP0681'FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0229 ***********************************************************************
 DV0229  DESIGNATION -  1131.86
 DV0229  PID         -  DV0229
 DV0229  STATE/COUNTY-  AZ/MARICOPA
 DV0229  USGS QUAD   -  GLENDALE (1982)
 DV0229
 DV0229                         *CURRENT SURVEY CONTROL
 DV0229  ___________________________________________________________________
 DV0229* NAD 83(1986)-  33 30 07.     (N)    112 08 36.     (W)     SCALED    
 DV0229* NAVD 88     -       345.46   (+/-2cm)    1133.4    (feet)  VERTCON   
 DV0229  ___________________________________________________________________
 DV0229  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0229
 DV0229.The horizontal coordinates were scaled from a topographic map and have
 DV0229.an estimated accuracy of +/- 6 seconds.
 DV0229
 DV0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0229.The vertical order pertains to the NGVD 29 superseded value.
 DV0229
 DV0229.The geoid height was determined by GEOID03.
 DV0229
 DV0229;                    North         East    Units  Estimated Accuracy
 DV0229;SPC AZ C     -   277,440.      192,300.      MT  (+/- 180 meters Scaled)
 DV0229
 DV0229                          SUPERSEDED SURVEY CONTROL
 DV0229
 DV0229  NGVD 29 (??/??/92)  344.87   (m)         1131.5    (f) COMPUTED    2 0
 DV0229
 DV0229.Superseded values are not recommended for survey control.
 DV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0229.See file dsdata.txt to determine how the superseded data were derived.
 DV0229
 DV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC938075(NAD 83)
 DV0229_MARKER: DD = SURVEY DISK
 DV0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0229_SP_SET: CULVERT
 DV0229_STAMPING: 1131.86
 DV0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0229
 DV0229  HISTORY     - Date     Condition        Report By
 DV0229  HISTORY     - UNK      MONUMENTED       AZHD
 DV0229  HISTORY     - 1945     MARK NOT FOUND   NGS
 DV0229
 DV0229                          STATION DESCRIPTION
 DV0229
 DV0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0229'2.7 MI SE FROM GLENDALE.
 DV0229'2.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0229'FROM THE STATION AT GLENDALE, MARICOPA COUNTY, ON U.S. HIGHWAY
 DV0229'60-70-89, 190 FEET EAST OF THE TRACK, AT A HIGHWAY CULVERT, IN THE TOP
 DV0229'OF THE EAST HEADWALL, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DV0229'36 FEET NORTH OF A FENCE CORNER, AND 8 FEET EAST OF A SPEED SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0810 ***********************************************************************
 DU0810  DESIGNATION -  1133
 DU0810  PID         -  DU0810
 DU0810  STATE/COUNTY-  AZ/MARICOPA
 DU0810  USGS QUAD   -  GILA BUTTE NW (1981)
 DU0810
 DU0810                         *CURRENT SURVEY CONTROL
 DU0810  ___________________________________________________________________
 DU0810* NAD 83(1986)-  33 12 37.     (N)    111 59 29.     (W)     SCALED    
 DU0810* NAVD 88     -       345.82   (+/-2cm)    1134.6    (feet)  VERTCON   
 DU0810  ___________________________________________________________________
 DU0810  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0810
 DU0810.The horizontal coordinates were scaled from a topographic map and have
 DU0810.an estimated accuracy of +/- 6 seconds.
 DU0810
 DU0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0810.The vertical order pertains to the NGVD 29 superseded value.
 DU0810
 DU0810.The geoid height was determined by GEOID03.
 DU0810
 DU0810;                    North         East    Units  Estimated Accuracy
 DU0810;SPC AZ C     -   245,070.      206,390.      MT  (+/- 180 meters Scaled)
 DU0810
 DU0810                          SUPERSEDED SURVEY CONTROL
 DU0810
 DU0810  NGVD 29 (??/??/92)  345.297  (m)         1132.86   (f) ADJ UNCH    2 0
 DU0810
 DU0810.Superseded values are not recommended for survey control.
 DU0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0810.See file dsdata.txt to determine how the superseded data were derived.
 DU0810
 DU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB076750(NAD 83)
 DU0810_MARKER: P = PIPE CAP
 DU0810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0810_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0810_STAMPING: 1133 PHNX
 DU0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0810
 DU0810  HISTORY     - Date     Condition        Report By
 DU0810  HISTORY     - UNK      MONUMENTED       USGS
 DU0810  HISTORY     - 1948     GOOD             NGS
 DU0810  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DU0810
 DU0810                          STATION DESCRIPTION
 DU0810
 DU0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0810'11.3 MI N FROM MARICOPA.
 DU0810'NEW DESCRIPTION.  11.3 MILE NORTH ALONG THE OLD RAILROAD BED FROM THE
 DU0810'POST OFFICE AT MARICOPA, 33.1 FEET WEST OF THE CENTER LINE OF THE OLD
 DU0810'RAILROAD BED, 4.4 FEET SOUTHWEST OF A SQUARE TELEPHONE POLE, 1.5 FEET
 DU0810'BELOW THE LEVEL OF THE ROAD, 1.9 FEET NORTH OF A WHITE WOODEN WITNESS
 DU0810'POST, A STANDARD U.S. GEOLOGICAL SURVEY CAP RIVETED ON THE TOP OF A 3
 DU0810'1/2 INCH PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DU0810
 DU0810                          STATION RECOVERY (2007)
 DU0810
 DU0810'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0810'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DU0810'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0777 ***********************************************************************
 DW0777  DESIGNATION -  1134.38
 DW0777  PID         -  DW0777
 DW0777  STATE/COUNTY-  AZ/LA PAZ
 DW0777  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0777
 DW0777                         *CURRENT SURVEY CONTROL
 DW0777  ___________________________________________________________________
 DW0777* NAD 83(1986)-  33 38 36.     (N)    114 18 45.     (W)     SCALED    
 DW0777* NAVD 88     -       346.499  (meters)    1136.81   (feet)  ADJUSTED  
 DW0777  ___________________________________________________________________
 DW0777  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DW0777  DYNAMIC HT  -         346.110 (meters)    1135.53  (feet)  COMP
 DW0777  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 DW0777
 DW0777  VERT ORDER  -  FIRST     CLASS II
 DW0777
 DW0777.The horizontal coordinates were scaled from a topographic map and have
 DW0777.an estimated accuracy of +/- 6 seconds.
 DW0777
 DW0777.The orthometric height was determined by differential leveling
 DW0777.and adjusted in June 1991.
 DW0777
 DW0777.The geoid height was determined by GEOID03.
 DW0777
 DW0777.The dynamic height is computed by dividing the NAVD 88
 DW0777.geopotential number by the normal gravity value computed on the
 DW0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0777.degrees latitude (g = 980.6199 gals.).
 DW0777
 DW0777.The modeled gravity was interpolated from observed gravity values.
 DW0777
 DW0777;                    North         East    Units  Estimated Accuracy
 DW0777;SPC AZ W     -   293,250.      161,180.      MT  (+/- 180 meters Scaled)
 DW0777
 DW0777                          SUPERSEDED SURVEY CONTROL
 DW0777
 DW0777  NGVD 29 (??/??/??)  345.802  (m)         1134.52   (f) ADJUSTED    1 2
 DW0777
 DW0777.Superseded values are not recommended for survey control.
 DW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0777.See file dsdata.txt to determine how the superseded data were derived.
 DW0777
 DW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT492258(NAD 83)
 DW0777_MARKER: DD = SURVEY DISK
 DW0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0777_SP_SET: HEADWALL
 DW0777_STAMPING: 1134.38 739+83.7
 DW0777_MARK LOGO: AZHD  
 DW0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0777
 DW0777  HISTORY     - Date     Condition        Report By
 DW0777  HISTORY     - UNK      MONUMENTED       AZHD
 DW0777  HISTORY     - 1934     GOOD             NGS
 DW0777  HISTORY     - 1981     GOOD             NGS
 DW0777  HISTORY     - 20090218 POOR             GEOCAC
 DW0777
 DW0777                          STATION DESCRIPTION
 DW0777
 DW0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0777'4.7 MI W FROM QUARTZSITE.
 DW0777'4.7 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0777'AT STATION 739+83.7, AT A CONCRETE CULVERT, AND IN THE CENTER
 DW0777'OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0777'STANDARD DISK, STAMPED 1134.38 739+83.7.
 DW0777
 DW0777                          STATION RECOVERY (1981)
 DW0777
 DW0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0777'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0777'95 OVERPASS IN QUARTZSITE, THENCE 7.2 KM (4.5 MI) WEST ALONG OLD U.S.
 DW0777'HIGHWAY 60, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF A 10 X 5
 DW0777'FOOT BOX CULVERT UNDER THE HIGHWAY, 4.9 METERS (16.0 FT) SOUTH OF THE
 DW0777'CENTERLINE OF THE HIGHWAY.
 DW0777'THE MARK IS 0.15 M BELOW THE HIGHWAY CENTERLINE.
 DW0777
 DW0777                          STATION RECOVERY (2009)
 DW0777
 DW0777'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0777'RECOVERED IN POOR CONDITION. VANDALS ATTEMPTED TO REMOVE
 DW0777'THIS DISK AND BENT ONE SIDE OF IT UP OUT OF THE SETTING.
 DW0777'HANDHELD GPSR (HH2) INDICATED COORDINATES OF N 33 38 35.5
 DW0777'W 114 18 44.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0228 ***********************************************************************
 DV0228  DESIGNATION -  1134.45
 DV0228  PID         -  DV0228
 DV0228  STATE/COUNTY-  AZ/MARICOPA
 DV0228  USGS QUAD   -  GLENDALE (1982)
 DV0228
 DV0228                         *CURRENT SURVEY CONTROL
 DV0228  ___________________________________________________________________
 DV0228* NAD 83(1986)-  33 30 19.     (N)    112 08 49.     (W)     SCALED    
 DV0228* NAVD 88     -       346.25   (+/-2cm)    1136.0    (feet)  VERTCON   
 DV0228  ___________________________________________________________________
 DV0228  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0228
 DV0228.The horizontal coordinates were scaled from a topographic map and have
 DV0228.an estimated accuracy of +/- 6 seconds.
 DV0228
 DV0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0228.The vertical order pertains to the NGVD 29 superseded value.
 DV0228
 DV0228.The geoid height was determined by GEOID03.
 DV0228
 DV0228;                    North         East    Units  Estimated Accuracy
 DV0228;SPC AZ C     -   277,810.      191,970.      MT  (+/- 180 meters Scaled)
 DV0228
 DV0228                          SUPERSEDED SURVEY CONTROL
 DV0228
 DV0228  NGVD 29 (??/??/92)  345.669  (m)         1134.08   (f) ADJ UNCH    2 0
 DV0228
 DV0228.Superseded values are not recommended for survey control.
 DV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0228.See file dsdata.txt to determine how the superseded data were derived.
 DV0228
 DV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC934078(NAD 83)
 DV0228_MARKER: DD = SURVEY DISK
 DV0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0228_SP_SET: HEADWALL
 DV0228_STAMPING: 1134.45 239+70 1937
 DV0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0228
 DV0228  HISTORY     - Date     Condition        Report By
 DV0228  HISTORY     - 1937     MONUMENTED       AZHD
 DV0228  HISTORY     - 1949     GOOD             NGS
 DV0228  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0228
 DV0228                          STATION DESCRIPTION
 DV0228
 DV0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0228'6.5 MI NW FROM PHOENIX.
 DV0228'6.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0228'FROM THE UNION STATION AT PHOENIX, ABOUT 54 YARDS NORTH OF CULVERT A
 DV0228'188, ABOUT 34 YARDS NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 DV0228'AT A CULVERT UNDER U.S. HIGHWAY 60-70-89, 36 FEET NORTHEAST OF THE
 DV0228'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE SURFACE OF THE
 DV0228'HIGHWAY.  SET IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEAD
 DV0228'WALL.
 DV0228
 DV0228                          STATION RECOVERY (2006)
 DV0228
 DV0228'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2346 ***********************************************************************
 DV2346  DESIGNATION -  1134.65
 DV2346  PID         -  DV2346
 DV2346  STATE/COUNTY-  AZ/PINAL
 DV2346  USGS QUAD   -  PIMA BUTTE (1967)
 DV2346
 DV2346                         *CURRENT SURVEY CONTROL
 DV2346  ___________________________________________________________________
 DV2346* NAD 83(1986)-  33 10 14.     (N)    112 00 22.     (W)     SCALED    
 DV2346* NAVD 88     -       346.370  (meters)    1136.38   (feet)  ADJUSTED  
 DV2346  ___________________________________________________________________
 DV2346  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV2346  DYNAMIC HT  -         345.965 (meters)    1135.05  (feet)  COMP
 DV2346  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 DV2346
 DV2346  VERT ORDER  -  FIRST     CLASS II
 DV2346
 DV2346.The horizontal coordinates were scaled from a topographic map and have
 DV2346.an estimated accuracy of +/- 6 seconds.
 DV2346
 DV2346.The orthometric height was determined by differential leveling
 DV2346.and adjusted in August 1994.
 DV2346
 DV2346.The geoid height was determined by GEOID03.
 DV2346
 DV2346.The dynamic height is computed by dividing the NAVD 88
 DV2346.geopotential number by the normal gravity value computed on the
 DV2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2346.degrees latitude (g = 980.6199 gals.).
 DV2346
 DV2346.The modeled gravity was interpolated from observed gravity values.
 DV2346
 DV2346;                    North         East    Units  Estimated Accuracy
 DV2346;SPC AZ C     -   240,670.      205,020.      MT  (+/- 180 meters Scaled)
 DV2346
 DV2346                          SUPERSEDED SURVEY CONTROL
 DV2346
 DV2346.No superseded survey control is available for this station.
 DV2346
 DV2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB061706(NAD 83)
 DV2346_MARKER: DD = SURVEY DISK
 DV2346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2346_SP_SET: ABUTMENT
 DV2346_STAMPING: EL 1134.65 1987
 DV2346_MARK LOGO: AZ-021
 DV2346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2346+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DV2346
 DV2346  HISTORY     - Date     Condition        Report By
 DV2346  HISTORY     - 1987     MONUMENTED       AZ-021
 DV2346  HISTORY     - 19940425 GOOD             NGS
 DV2346  HISTORY     - 20060817 GOOD             GEOCAC
 DV2346  HISTORY     - 20060831 GOOD             GEOCAC
 DV2346
 DV2346                          STATION DESCRIPTION
 DV2346
 DV2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2346'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2346'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV2346'THENCE 5.6 KM (3.45 MI) SOUTHERLY ALONG MARICOPA ROAD, IN TOP OF AND
 DV2346'0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 DV2346'CONCRETE ABUTMENT GUARDRAIL OF THE ROAD BRIDGE SPANNING THE GILA
 DV2346'RIVER, 7.0 M (23.0 FT) SOUTHEAST OF THE ROAD CENTERLINE, AND 0.8 M
 DV2346'(2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 DV2346
 DV2346                          STATION RECOVERY (2006)
 DV2346
 DV2346'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2346'RECOVERED IN GOOD CONDITION.
 DV2346
 DV2346                          STATION RECOVERY (2006)
 DV2346
 DV2346'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2345 ***********************************************************************
 DV2345  DESIGNATION -  1134.685
 DV2345  PID         -  DV2345
 DV2345  STATE/COUNTY-  AZ/PINAL
 DV2345  USGS QUAD   -  PIMA BUTTE (1967)
 DV2345
 DV2345                         *CURRENT SURVEY CONTROL
 DV2345  ___________________________________________________________________
 DV2345* NAD 83(1986)-  33 10 25.     (N)    112 00 18.     (W)     SCALED    
 DV2345* NAVD 88     -       346.387  (meters)    1136.44   (feet)  ADJUSTED  
 DV2345  ___________________________________________________________________
 DV2345  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV2345  DYNAMIC HT  -         345.982 (meters)    1135.11  (feet)  COMP
 DV2345  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 DV2345
 DV2345  VERT ORDER  -  FIRST     CLASS II
 DV2345
 DV2345.The horizontal coordinates were scaled from a topographic map and have
 DV2345.an estimated accuracy of +/- 6 seconds.
 DV2345
 DV2345.The orthometric height was determined by differential leveling
 DV2345.and adjusted in August 1994.
 DV2345
 DV2345.The geoid height was determined by GEOID03.
 DV2345
 DV2345.The dynamic height is computed by dividing the NAVD 88
 DV2345.geopotential number by the normal gravity value computed on the
 DV2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2345.degrees latitude (g = 980.6199 gals.).
 DV2345
 DV2345.The modeled gravity was interpolated from observed gravity values.
 DV2345
 DV2345;                    North         East    Units  Estimated Accuracy
 DV2345;SPC AZ C     -   241,010.      205,120.      MT  (+/- 180 meters Scaled)
 DV2345
 DV2345                          SUPERSEDED SURVEY CONTROL
 DV2345
 DV2345.No superseded survey control is available for this station.
 DV2345
 DV2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB062709(NAD 83)
 DV2345_MARKER: DD = SURVEY DISK
 DV2345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2345_SP_SET: ABUTMENT
 DV2345_STAMPING: 1134.685 1987
 DV2345_MARK LOGO: AZ-021
 DV2345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2345+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 DV2345
 DV2345  HISTORY     - Date     Condition        Report By
 DV2345  HISTORY     - 1987     MONUMENTED       AZ-021
 DV2345  HISTORY     - 19940325 GOOD             NGS
 DV2345  HISTORY     - 20060817 GOOD             GEOCAC
 DV2345
 DV2345                          STATION DESCRIPTION
 DV2345
 DV2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2345'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2345'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV2345'THENCE 5.2 KM (3.25 MI) SOUTHERLY ALONG MARICOPA ROAD, IN TOP OF AND
 DV2345'0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 DV2345'CONCRETE ABUTMENT GUARDRAIL OF THE ROAD BRIDGE SPANNING THE GILA
 DV2345'RIVER, 7.0 M (23.0 FT) NORTHWEST OF THE ROAD CENTER, AND 0.8 M
 DV2345'(2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 DV2345
 DV2345                          STATION RECOVERY (2006)
 DV2345
 DV2345'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0241 ***********************************************************************
 DV0241  DESIGNATION -  1136
 DV0241  PID         -  DV0241
 DV0241  STATE/COUNTY-  AZ/MARICOPA
 DV0241  USGS QUAD   -  EL MIRAGE (1982)
 DV0241
 DV0241                         *CURRENT SURVEY CONTROL
 DV0241  ___________________________________________________________________
 DV0241* NAD 83(1986)-  33 35 33.     (N)    112 15 18.     (W)     SCALED    
 DV0241* NAVD 88     -       346.76   (+/-2cm)    1137.7    (feet)  VERTCON   
 DV0241  ___________________________________________________________________
 DV0241  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0241
 DV0241.The horizontal coordinates were scaled from a topographic map and have
 DV0241.an estimated accuracy of +/- 6 seconds.
 DV0241
 DV0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0241.The vertical order pertains to the NGVD 29 superseded value.
 DV0241
 DV0241.The geoid height was determined by GEOID03.
 DV0241
 DV0241;                    North         East    Units  Estimated Accuracy
 DV0241;SPC AZ C     -   287,510.      181,960.      MT  (+/- 180 meters Scaled)
 DV0241
 DV0241                          SUPERSEDED SURVEY CONTROL
 DV0241
 DV0241  NGVD 29 (??/??/92)  346.208  (m)         1135.85   (f) ADJ UNCH    2 0
 DV0241
 DV0241.Superseded values are not recommended for survey control.
 DV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0241.See file dsdata.txt to determine how the superseded data were derived.
 DV0241
 DV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835176(NAD 83)
 DV0241_MARKER: P = PIPE CAP
 DV0241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0241
 DV0241  HISTORY     - Date     Condition        Report By
 DV0241  HISTORY     - UNK      MONUMENTED       USGS
 DV0241  HISTORY     - 1933     GOOD             NGS
 DV0241  HISTORY     - 1956     MARK NOT FOUND   USGS
 DV0241  HISTORY     - 20070814 MARK NOT FOUND   GEOCAC
 DV0241
 DV0241                          STATION DESCRIPTION
 DV0241
 DV0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0241'1.4 MI NW FROM PEORIA.
 DV0241'IRON POST, AT SIDE OF HIGHWAY, 0.5 MILES EAST OF NEW RIVER CONCRETE
 DV0241'HIGHWAY BRIDGE, 150 FEET SOUTH OF RAILROAD CROSSING, 25 FEET SOUTHWEST
 DV0241'OF HIGHWAY CENTER-LINE.
 DV0241
 DV0241                          STATION RECOVERY (1956)
 DV0241
 DV0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV0241'MARK NOT FOUND.
 DV0241
 DV0241                          STATION RECOVERY (2007)
 DV0241
 DV0241'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0241'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0241'MARK. THE DESCRIBED LOCATION IS UNDER THE PAVEMENT OF THE CURRENT
 DV0241'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1300 ***********************************************************************
 DV1300  DESIGNATION -  1137
 DV1300  PID         -  DV1300
 DV1300  STATE/COUNTY-  AZ/MARICOPA
 DV1300  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1300
 DV1300                         *CURRENT SURVEY CONTROL
 DV1300  ___________________________________________________________________
 DV1300* NAD 83(1986)-  33 30 33.     (N)    112 06 44.     (W)     SCALED    
 DV1300* NAVD 88     -       347.387  (meters)    1139.72   (feet)  ADJUSTED  
 DV1300  ___________________________________________________________________
 DV1300  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1300  DYNAMIC HT  -         346.986 (meters)    1138.40  (feet)  COMP
 DV1300  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 DV1300
 DV1300  VERT ORDER  -  FIRST     CLASS II
 DV1300
 DV1300.The horizontal coordinates were scaled from a topographic map and have
 DV1300.an estimated accuracy of +/- 6 seconds.
 DV1300
 DV1300.The orthometric height was determined by differential leveling
 DV1300.and adjusted in November 1993.
 DV1300
 DV1300.The geoid height was determined by GEOID03.
 DV1300
 DV1300.The dynamic height is computed by dividing the NAVD 88
 DV1300.geopotential number by the normal gravity value computed on the
 DV1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1300.degrees latitude (g = 980.6199 gals.).
 DV1300
 DV1300.The modeled gravity was interpolated from observed gravity values.
 DV1300
 DV1300;                    North         East    Units  Estimated Accuracy
 DV1300;SPC AZ C     -   278,230.      195,190.      MT  (+/- 180 meters Scaled)
 DV1300
 DV1300                          SUPERSEDED SURVEY CONTROL
 DV1300
 DV1300.No superseded survey control is available for this station.
 DV1300
 DV1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966082(NAD 83)
 DV1300_MARKER: DB = BENCH MARK DISK
 DV1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1300_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1300_STAMPING: 1137.95 AHD 1971
 DV1300_MARK LOGO: AZDT  
 DV1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1300
 DV1300  HISTORY     - Date     Condition        Report By
 DV1300  HISTORY     - 1971     MONUMENTED       AZDT
 DV1300  HISTORY     - 1981     GOOD             AZDT
 DV1300  HISTORY     - 19950415 GOOD             USPSQD
 DV1300  HISTORY     - 20070523 MARK NOT FOUND   GEOCAC
 DV1300
 DV1300                          STATION DESCRIPTION
 DV1300
 DV1300'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1300'PHOENIX.
 DV1300'3.0 MI (4.8 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1300'MCDOWELL IN PHOENIX, TO THE MARK ON THE SOUTHEAST CORNER OF THE
 DV1300'CAMELBACK ROAD OVERPASS.  4.7 FT (1.43 M) NORTH OF THE SOUTHEAST
 DV1300'DADO.  18.8 FT (5.73 M) WEST OF THE WEST CURB OF THE NORTHBOUND
 DV1300'FRONTAGE ROAD.  SET IN THE SOUTH CURB OF CAMELBACK ROAD.
 DV1300
 DV1300                          STATION RECOVERY (1995)
 DV1300
 DV1300'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1300'RECOVERED IN GOOD CONDITION.
 DV1300
 DV1300                          STATION RECOVERY (2007)
 DV1300
 DV1300'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1663 ***********************************************************************
 DV1663  DESIGNATION -  1138.69
 DV1663  PID         -  DV1663
 DV1663  STATE/COUNTY-  AZ/MARICOPA
 DV1663  USGS QUAD   -  PHOENIX (1982)
 DV1663
 DV1663                         *CURRENT SURVEY CONTROL
 DV1663  ___________________________________________________________________
 DV1663* NAD 83(1986)-  33 27 56.     (N)    112 00 58.     (W)     SCALED    
 DV1663* NAVD 88     -       347.542  (meters)    1140.23   (feet)  ADJUSTED  
 DV1663  ___________________________________________________________________
 DV1663  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1663  DYNAMIC HT  -         347.139 (meters)    1138.91  (feet)  COMP
 DV1663  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 DV1663
 DV1663  VERT ORDER  -  SECOND    CLASS I
 DV1663
 DV1663.The horizontal coordinates were scaled from a topographic map and have
 DV1663.an estimated accuracy of +/- 6 seconds.
 DV1663
 DV1663.The orthometric height was determined by differential leveling
 DV1663.and adjusted in November 1993.
 DV1663
 DV1663.The geoid height was determined by GEOID03.
 DV1663
 DV1663.The dynamic height is computed by dividing the NAVD 88
 DV1663.geopotential number by the normal gravity value computed on the
 DV1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1663.degrees latitude (g = 980.6199 gals.).
 DV1663
 DV1663.The modeled gravity was interpolated from observed gravity values.
 DV1663
 DV1663;                    North         East    Units  Estimated Accuracy
 DV1663;SPC AZ C     -   273,390.      204,120.      MT  (+/- 180 meters Scaled)
 DV1663
 DV1663                          SUPERSEDED SURVEY CONTROL
 DV1663
 DV1663.No superseded survey control is available for this station.
 DV1663
 DV1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC055033(NAD 83)
 DV1663_MARKER: DB = BENCH MARK DISK
 DV1663_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1663_SP_SET: CONCRETE CURB
 DV1663_STAMPING: 1138.69 782+89.49 1952
 DV1663_MARK LOGO: AZDT  
 DV1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1663
 DV1663  HISTORY     - Date     Condition        Report By
 DV1663  HISTORY     - 1952     MONUMENTED       AZDT
 DV1663  HISTORY     - 1979     GOOD             AZDT
 DV1663  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV1663
 DV1663                          STATION DESCRIPTION
 DV1663
 DV1663'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1663'IN PHOENIX.
 DV1663'IN PHOENIX, FROM 20TH STREET AND EAST MCDOWELL ROAD TRAVEL EAST ALONG
 DV1663'MCDOWELL FOR 1.25 MI (2.01 KM) TO THE BRIDGE OVER THE GRAND CANAL AND
 DV1663'THE MARK ON THE SOUTHWEST CORNER, 31.0 FT (9.45 METERS) SOUTH OF THE
 DV1663'CENTERLINE OF MCDOWELL ROAD, 4.6 FT (1.4 METERS) NORTH OF SOUTH RAIL
 DV1663'OF BRIDGE, 72.0 FT (21.94 METERS) EAST OF A SIGN WITH GRAND CANAL
 DV1663'CONSTRUCTED 1879 ON IT, A STANDARD AZDT BRASS CAP.
 DV1663
 DV1663                          STATION RECOVERY (2006)
 DV1663
 DV1663'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1663'THE ENTIRE WIDTH OF THE BRIDGE IS NOW TRAFFIC LANES. A SEPARATE
 DV1663'PEDESTRIAN BRIDGE HAS BEEN BUILT TO THE SOUTH. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0784 ***********************************************************************
 DW0784  DESIGNATION -  1139.96
 DW0784  PID         -  DW0784
 DW0784  STATE/COUNTY-  AZ/LA PAZ
 DW0784  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0784
 DW0784                         *CURRENT SURVEY CONTROL
 DW0784  ___________________________________________________________________
 DW0784* NAD 83(1986)-  33 38 51.     (N)    114 20 50.     (W)     SCALED    
 DW0784* NAVD 88     -       348.17   (+/-2cm)    1142.3    (feet)  VERTCON   
 DW0784  ___________________________________________________________________
 DW0784  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DW0784  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0784
 DW0784.The horizontal coordinates were scaled from a topographic map and have
 DW0784.an estimated accuracy of +/- 6 seconds.
 DW0784
 DW0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0784.The vertical order pertains to the NGVD 29 superseded value.
 DW0784
 DW0784.The geoid height was determined by GEOID03.
 DW0784
 DW0784;                    North         East    Units  Estimated Accuracy
 DW0784;SPC AZ W     -   293,730.      157,960.      MT  (+/- 180 meters Scaled)
 DW0784
 DW0784                          SUPERSEDED SURVEY CONTROL
 DW0784
 DW0784  NGVD 29 (??/??/??)  347.460  (m)         1139.96   (f) ADJUSTED    1 2
 DW0784
 DW0784.Superseded values are not recommended for survey control.
 DW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0784.See file dsdata.txt to determine how the superseded data were derived.
 DW0784
 DW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT460262(NAD 83)
 DW0784_MARKER: DD = SURVEY DISK
 DW0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0784_SP_SET: HEADWALL
 DW0784_STAMPING: 1139.96 625+01.3
 DW0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0784
 DW0784  HISTORY     - Date     Condition        Report By
 DW0784  HISTORY     - UNK      MONUMENTED       AZHD
 DW0784  HISTORY     - 1934     GOOD             NGS
 DW0784  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0784  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0784
 DW0784                          STATION DESCRIPTION
 DW0784
 DW0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0784'6.9 MI W FROM QUARTZSIZE.
 DW0784'6.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA COUNTY,
 DW0784'AT STATION 625+01.3, AT A CONCRETE CULVERT, AND IN THE CENTER
 DW0784'OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0784'STANDARD DISK, STAMPED 1139.96 625+01.3.
 DW0784
 DW0784                          STATION RECOVERY (1971)
 DW0784
 DW0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0784'MARK NOT FOUND.
 DW0784
 DW0784                          STATION RECOVERY (1981)
 DW0784
 DW0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0784'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0450 ***********************************************************************
 CY0450  DESIGNATION -  114
 CY0450  PID         -  CY0450
 CY0450  STATE/COUNTY-  AZ/COCHISE
 CY0450  USGS QUAD   -  LUZENA (1979)
 CY0450
 CY0450                         *CURRENT SURVEY CONTROL
 CY0450  ___________________________________________________________________
 CY0450* NAD 83(1986)-  32 20 24.     (N)    109 32 13.     (W)     SCALED    
 CY0450* NAVD 88     -      1180.01   (+/-2cm)    3871.4    (feet)  VERTCON   
 CY0450  ___________________________________________________________________
 CY0450  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0450  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0450
 CY0450.The horizontal coordinates were scaled from a topographic map and have
 CY0450.an estimated accuracy of +/- 6 seconds.
 CY0450
 CY0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0450.The vertical order pertains to the NGVD 29 superseded value.
 CY0450
 CY0450.The geoid height was determined by GEOID03.
 CY0450
 CY0450;                    North         East    Units  Estimated Accuracy
 CY0450;SPC AZ E     -   148,740.      272,640.      MT  (+/- 180 meters Scaled)
 CY0450
 CY0450                          SUPERSEDED SURVEY CONTROL
 CY0450
 CY0450  NGVD 29 (??/??/92) 1179.247  (m)         3868.91   (f) ADJ UNCH    1 2
 CY0450
 CY0450.Superseded values are not recommended for survey control.
 CY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0450.See file dsdata.txt to determine how the superseded data were derived.
 CY0450
 CY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA376790(NAD 83)
 CY0450_MARKER: P = PIPE CAP
 CY0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0450_STAMPING: 114 H 1907
 CY0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0450
 CY0450  HISTORY     - Date     Condition        Report By
 CY0450  HISTORY     - 1907     MONUMENTED       USGS
 CY0450  HISTORY     - 1952     GOOD             NGS
 CY0450
 CY0450                          STATION DESCRIPTION
 CY0450
 CY0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0450'3.05 MI W FROM BOWIE.
 CY0450'3.05 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0450'STATION AT BOWIE, 0.4 MILE EAST OF MILEPOLE NUMBER 1095, 95.7 FEET
 CY0450'NORTH OF THE NORTH RAIL, 37 1/2 FEET SOUTH OF THE CENTER LINE OF A
 CY0450'GRADED ROAD, 23.3 FEET SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS
 CY0450'POST, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3
 CY0450'1/2-INCH IRON PIPE INCASED WITH A STOVE PIPE FILLED WITH CONCRETE
 CY0450'PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0606 ***********************************************************************
 ER0606  DESIGNATION -  114 BKC
 ER0606  PID         -  ER0606
 ER0606  STATE/COUNTY-  AZ/APACHE
 ER0606  USGS QUAD   -  MESA PARADA (1971)
 ER0606
 ER0606                         *CURRENT SURVEY CONTROL
 ER0606  ___________________________________________________________________
 ER0606* NAD 83(1986)-  34 27 19.     (N)    109 07 11.     (W)     SCALED    
 ER0606* NAVD 88     -      1994.328  (meters)    6543.06   (feet)  ADJUSTED  
 ER0606  ___________________________________________________________________
 ER0606  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ER0606  DYNAMIC HT  -        1991.337 (meters)    6533.24  (feet)  COMP
 ER0606  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 ER0606
 ER0606  VERT ORDER  -  SECOND    CLASS 0
 ER0606
 ER0606.The horizontal coordinates were scaled from a topographic map and have
 ER0606.an estimated accuracy of +/- 6 seconds.
 ER0606
 ER0606.The orthometric height was determined by differential leveling
 ER0606.and adjusted in June 1991.
 ER0606
 ER0606.The geoid height was determined by GEOID03.
 ER0606
 ER0606.The dynamic height is computed by dividing the NAVD 88
 ER0606.geopotential number by the normal gravity value computed on the
 ER0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0606.degrees latitude (g = 980.6199 gals.).
 ER0606
 ER0606.The modeled gravity was interpolated from observed gravity values.
 ER0606
 ER0606;                    North         East    Units  Estimated Accuracy
 ER0606;SPC AZ E     -   383,650.      309,560.      MT  (+/- 180 meters Scaled)
 ER0606
 ER0606                          SUPERSEDED SURVEY CONTROL
 ER0606
 ER0606.No superseded survey control is available for this station.
 ER0606
 ER0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD727142(NAD 83)
 ER0606_MARKER: DB = BENCH MARK DISK
 ER0606_SETTING: 66 = SET IN ROCK OUTCROP
 ER0606_SP_SET: ROCK OUTCROP
 ER0606_STAMPING: 114 BKC 1968 6540
 ER0606_MARK LOGO: USGS  
 ER0606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0606+STABILITY: POSITION/ELEVATION WELL
 ER0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0606+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0606
 ER0606  HISTORY     - Date     Condition        Report By
 ER0606  HISTORY     - 1968     MONUMENTED       USGS
 ER0606
 ER0606                          STATION DESCRIPTION
 ER0606
 ER0606'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0606'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0606'ALONG U S HIGHWAY 666, THENCE 15.2 MILES EAST ALONG A GRAVEL ROAD,
 ER0606'118 FEET NORTH OF THE ROAD, 4 FEET SOUTH OF A WITNESS POST, SET IN A
 ER0606'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0577 ***********************************************************************
 ER0577  DESIGNATION -  114 DOR
 ER0577  PID         -  ER0577
 ER0577  STATE/COUNTY-  AZ/APACHE
 ER0577  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0577
 ER0577                         *CURRENT SURVEY CONTROL
 ER0577  ___________________________________________________________________
 ER0577* NAD 83(1986)-  34 41 37.     (N)    109 27 24.     (W)     SCALED    
 ER0577* NAVD 88     -      1750.666  (meters)    5743.64   (feet)  ADJUSTED  
 ER0577  ___________________________________________________________________
 ER0577  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0577  DYNAMIC HT  -        1748.174 (meters)    5735.47  (feet)  COMP
 ER0577  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 ER0577
 ER0577  VERT ORDER  -  SECOND    CLASS II
 ER0577
 ER0577.The horizontal coordinates were scaled from a topographic map and have
 ER0577.an estimated accuracy of +/- 6 seconds.
 ER0577
 ER0577.The orthometric height was determined by differential leveling
 ER0577.and adjusted in June 1991.
 ER0577
 ER0577.The geoid height was determined by GEOID03.
 ER0577
 ER0577.The dynamic height is computed by dividing the NAVD 88
 ER0577.geopotential number by the normal gravity value computed on the
 ER0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0577.degrees latitude (g = 980.6199 gals.).
 ER0577
 ER0577.The modeled gravity was interpolated from observed gravity values.
 ER0577
 ER0577;                    North         East    Units  Estimated Accuracy
 ER0577;SPC AZ E     -   409,820.      278,410.      MT  (+/- 180 meters Scaled)
 ER0577
 ER0577                          SUPERSEDED SURVEY CONTROL
 ER0577
 ER0577.No superseded survey control is available for this station.
 ER0577
 ER0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD413401(NAD 83)
 ER0577_MARKER: DB = BENCH MARK DISK
 ER0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0577_SP_SET: CONCRETE POST
 ER0577_STAMPING: 114 DOR 1972 5741
 ER0577_MARK LOGO: USGS  
 ER0577_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0577+STABILITY: SURFACE MOTION
 ER0577
 ER0577  HISTORY     - Date     Condition        Report By
 ER0577  HISTORY     - 1972     MONUMENTED       USGS
 ER0577
 ER0577                          STATION DESCRIPTION
 ER0577
 ER0577'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0577'36.2 KM (22.50 MI) NNW FROM ST JOHNS.
 ER0577'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0577'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0577'TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG A ROAD TOWARD
 ER0577'NAVAJO TO A T-ROAD EAST, THENCE 2.3 MILES EAST, 100 FEET NNE OF THE
 ER0577'ROAD, AND 100 FEET SOUTHEAST OF A SMALL JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0461 ***********************************************************************
 GQ0461  DESIGNATION -  114 DOR
 GQ0461  PID         -  GQ0461
 GQ0461  STATE/COUNTY-  AZ/MOHAVE
 GQ0461  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0461
 GQ0461                         *CURRENT SURVEY CONTROL
 GQ0461  ___________________________________________________________________
 GQ0461* NAD 83(1986)-  36 39 25.     (N)    113 26 27.     (W)     SCALED    
 GQ0461* NAVD 88     -      1530.134  (meters)    5020.11   (feet)  POSTED    
 GQ0461  ___________________________________________________________________
 GQ0461  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 GQ0461  DYNAMIC HT  -        1528.370 (meters)    5014.33  (feet)  COMP
 GQ0461  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 GQ0461
 GQ0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0461
 GQ0461.The horizontal coordinates were scaled from a topographic map and have
 GQ0461.an estimated accuracy of +/- 6 seconds.
 GQ0461
 GQ0461.The orthometric height was determined by differential leveling
 GQ0461.and adjusted by the  in 1992.
 GQ0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0461.rate of 0.0 thru 1.0 mm/km.
 GQ0461
 GQ0461.The geoid height was determined by GEOID03.
 GQ0461
 GQ0461.The dynamic height is computed by dividing the NAVD 88
 GQ0461.geopotential number by the normal gravity value computed on the
 GQ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0461.degrees latitude (g = 980.6199 gals.).
 GQ0461
 GQ0461.The modeled gravity was interpolated from observed gravity values.
 GQ0461
 GQ0461;                    North         East    Units  Estimated Accuracy
 GQ0461;SPC AZ W     -   627,470.      241,000.      MT  (+/- 180 meters Scaled)
 GQ0461
 GQ0461                          SUPERSEDED SURVEY CONTROL
 GQ0461
 GQ0461.No superseded survey control is available for this station.
 GQ0461
 GQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF818595(NAD 83)
 GQ0461_MARKER: DB = BENCH MARK DISK
 GQ0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0461_SP_SET: COPPER-CLAD STEEL ROD
 GQ0461_STAMPING: 114 DOR 1970 5017
 GQ0461_MARK LOGO: USGS  
 GQ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0461
 GQ0461  HISTORY     - Date     Condition        Report By
 GQ0461  HISTORY     - 1970     MONUMENTED       USGS
 GQ0461
 GQ0461                          STATION DESCRIPTION
 GQ0461
 GQ0461'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0461'60.0 KM (37.30 MI) SSE FROM ST GEORGE UT.
 GQ0461'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0461'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0461'ROAD TO THE ARIZONA STATE LINE, CONTINUE 30.6 MILES SOUTH ALONG MT.
 GQ0461'TRUMBULL ROAD, 70 FEET EAST OF THE ROAD, 20 FEET WEST OF A DIM ROAD.
 GQ0461'ROD DEPTH UNKNOWN.
 GQ0461'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0461'THE MARK IS 32 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0682 ***********************************************************************
 GP0682  DESIGNATION -  114 DOR
 GP0682  PID         -  GP0682
 GP0682  STATE/COUNTY-  AZ/COCONINO
 GP0682  USGS QUAD   -  INSCRIPTION HOUSE RUIN (1970)
 GP0682
 GP0682                         *CURRENT SURVEY CONTROL
 GP0682  ___________________________________________________________________
 GP0682* NAD 83(1986)-  36 39 47.     (N)    110 45 14.     (W)     SCALED    
 GP0682* NAVD 88     -      2067.049  (meters)    6781.64   (feet)  ADJUSTED  
 GP0682  ___________________________________________________________________
 GP0682  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 GP0682  DYNAMIC HT  -        2064.413 (meters)    6772.99  (feet)  COMP
 GP0682  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 GP0682
 GP0682  VERT ORDER  -  SECOND    CLASS 0
 GP0682
 GP0682.The horizontal coordinates were scaled from a topographic map and have
 GP0682.an estimated accuracy of +/- 6 seconds.
 GP0682
 GP0682.The orthometric height was determined by differential leveling
 GP0682.and adjusted in June 1991.
 GP0682
 GP0682.The geoid height was determined by GEOID03.
 GP0682
 GP0682.The dynamic height is computed by dividing the NAVD 88
 GP0682.geopotential number by the normal gravity value computed on the
 GP0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0682.degrees latitude (g = 980.6199 gals.).
 GP0682
 GP0682.The modeled gravity was interpolated from observed gravity values.
 GP0682
 GP0682;                    North         East    Units  Estimated Accuracy
 GP0682;SPC AZ C     -   628,710.      317,310.      MT  (+/- 180 meters Scaled)
 GP0682
 GP0682                          SUPERSEDED SURVEY CONTROL
 GP0682
 GP0682.No superseded survey control is available for this station.
 GP0682
 GP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF219575(NAD 83)
 GP0682_MARKER: DB = BENCH MARK DISK
 GP0682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0682_SP_SET: COPPER-CLAD STEEL ROD
 GP0682_STAMPING: 114 DOR 1969 6778
 GP0682_MARK LOGO: USGS  
 GP0682_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0682+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0682
 GP0682  HISTORY     - Date     Condition        Report By
 GP0682  HISTORY     - 1969     MONUMENTED       USGS
 GP0682
 GP0682                          STATION DESCRIPTION
 GP0682
 GP0682'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0682'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0682'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0682'NORTH, THENCE 21.5 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0682'MOUNTAIN ROAD, 80 FEET SOUTHEAST AND 4 FEET HIGHER THAN THE ROAD, 65
 GP0682'FEET NORTHWEST OF A TELEPHONE LINE, 10 FEET SOUTHEAST OF A WATER
 GP0682'LINE, 1 FOOT NORTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0682'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9974 ***********************************************************************
 DK9974  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9974  DESIGNATION -  114 DOR
 DK9974  PID         -  DK9974
 DK9974  STATE/COUNTY-  AZ/MOHAVE
 DK9974  USGS QUAD   -  BUCK MOUNTAINS NE (1970)
 DK9974
 DK9974                         *CURRENT SURVEY CONTROL
 DK9974  ___________________________________________________________________
 DK9974* NAD 83(2007)-  34 41 40.39732(N)    114 06 25.10717(W)     ADJUSTED  
 DK9974* NAVD 88     -       516.04   (meters)    1693.0    (feet)  GPS OBS   
 DK9974  ___________________________________________________________________
 DK9974  EPOCH DATE  -        2007.00
 DK9974  X           -  -2,144,395.099 (meters)                     COMP
 DK9974  Y           -  -4,792,290.209 (meters)                     COMP
 DK9974  Z           -   3,610,334.523 (meters)                     COMP
 DK9974  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DK9974  ELLIP HEIGHT-         485.931 (meters)          (03/02/09) ADJUSTED
 DK9974  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DK9974  HORZ ORDER  -  A
 DK9974  ELLP ORDER  -  FOURTH    CLASS I
 DK9974
 DK9974.The horizontal coordinates were established by GPS observations
 DK9974.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9974
 DK9974.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9974.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9974.The horizontal coordinates are valid at the epoch date displayed above.
 DK9974.The epoch date for horizontal control is a decimal equivalence
 DK9974.of Year/Month/Day.
 DK9974
 DK9974.The orthometric height was determined by GPS observations and a
 DK9974.high-resolution geoid model.
 DK9974.The orthometric height was determined by GPS observations and a
 DK9974.high-resolution geoid model using precise GPS observation and
 DK9974.processing techniques.
 DK9974
 DK9974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9974
 DK9974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9974
 DK9974.The ellipsoidal height was determined by GPS observations
 DK9974.and is referenced to NAD 83.
 DK9974
 DK9974.The geoid height was determined by GEOID03.
 DK9974
 DK9974;                    North         East     Units Scale Factor Converg.
 DK9974;SPC AZ W     -   409,763.845   180,653.952   MT  0.99994651   -0 12 11.5
 DK9974;SPC AZ W     - 1,344,369.57    592,696.69   iFT  0.99994651   -0 12 11.5
 DK9974;UTM  11      - 3,842,981.408   765,010.588   MT  1.00046571   +1 38 51.6
 DK9974
 DK9974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9974!SPC AZ W     -   0.99992373  x   0.99994651  =   0.99987024
 DK9974!UTM  11      -   0.99992373  x   1.00046571  =   1.00038940
 DK9974
 DK9974                          SUPERSEDED SURVEY CONTROL
 DK9974
 DK9974.No superseded survey control is available for this station.
 DK9974
 DK9974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6501142981(NAD 83)
 DK9974_MARKER: DB = BENCH MARK DISK
 DK9974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK9974_STAMPING: 114 DOR 1967
 DK9974_MARK LOGO: USGS  
 DK9974_PROJECTION: FLUSH
 DK9974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9974+STABILITY: SURFACE MOTION
 DK9974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9974+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 DK9974
 DK9974  HISTORY     - Date     Condition        Report By
 DK9974  HISTORY     - 20080625 MONUMENTED       GEOANA
 DK9974
 DK9974                          STATION DESCRIPTION
 DK9974
 DK9974'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9974'THE STATION IS LOCATED ABOUT 22.8 MI (36.7 KM) NORTHEAST OF HAVASU
 DK9974'LAKE, 19.0 MI (30.6 KM) NORTHEAST OF LAKE HAVASU CITY AND 9.6 MI (15.4
 DK9974'KM) EAST-SOUTHEAST OF FRANCONIA.
 DK9974' 
 DK9974'OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 DK9974' 
 DK9974'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND SANTA FE ROAD (GEM
 DK9974'ACRES ROAD) AT EXIT 20, TAKE YUCCA VISTA (BECOMES KICKAPOO DRIVE)
 DK9974'SOUTH 3.2 MI (5.1 KM) TO THE INTERSECTION OF KICKAPOO DRIVE AND
 DK9974'PIPELINE ROAD.  TURN SOUTHEAST ON TO PIPELINE ROAD AND TRAVEL 4.8 MI
 DK9974'(7.7 KM) TO GAS PIPELINE MARKER POST 92 AND ADJACENT STATION.
 DK9974' 
 DK9974'THE STATION IS A 3 INCH (8 CM) BRASS DISK SET IN 6 INCH (15 CM)
 DK9974'ORGANIC CASING FILLED WITH NATIVE MATERIAL.  THE STATION IS 3 FT (0.9
 DK9974'M) SOUTH OF PIPELINE MARKER POST 92, APPROXIMATELY 20 FT (6 M)
 DK9974'SOUTHWEST OF THE CENTERLINE OF PIPELINE ROAD, AND APPROXIMATELY 100 FT
 DK9974'(30 M) SOUTH OF THE DRIVEWAY TO 18370 S PIPELINE ROAD.  DESCRIPTION
 DK9974'PREPARED BY DUSTIN BONIVERT (MOHAVE COUNTY).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0230 ***********************************************************************
 DV0230  DESIGNATION -  1140.58
 DV0230  PID         -  DV0230
 DV0230  STATE/COUNTY-  AZ/MARICOPA
 DV0230  USGS QUAD   -  GLENDALE (1982)
 DV0230
 DV0230                         *CURRENT SURVEY CONTROL
 DV0230  ___________________________________________________________________
 DV0230* NAD 83(1986)-  33 30 34.     (N)    112 09 05.     (W)     SCALED    
 DV0230* NAVD 88     -       348.13   (+/-2cm)    1142.2    (feet)  VERTCON   
 DV0230  ___________________________________________________________________
 DV0230  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0230
 DV0230.The horizontal coordinates were scaled from a topographic map and have
 DV0230.an estimated accuracy of +/- 6 seconds.
 DV0230
 DV0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0230.The vertical order pertains to the NGVD 29 superseded value.
 DV0230
 DV0230.The geoid height was determined by GEOID03.
 DV0230
 DV0230;                    North         East    Units  Estimated Accuracy
 DV0230;SPC AZ C     -   278,270.      191,550.      MT  (+/- 180 meters Scaled)
 DV0230
 DV0230                          SUPERSEDED SURVEY CONTROL
 DV0230
 DV0230  NGVD 29 (??/??/92)  347.548  (m)         1140.25   (f) ADJ UNCH    2 0
 DV0230
 DV0230.Superseded values are not recommended for survey control.
 DV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0230.See file dsdata.txt to determine how the superseded data were derived.
 DV0230
 DV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC930083(NAD 83)
 DV0230_MARKER: DD = SURVEY DISK
 DV0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0230_SP_SET: CULVERT
 DV0230_STAMPING: 1140.58 260 +40
 DV0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0230
 DV0230  HISTORY     - Date     Condition        Report By
 DV0230  HISTORY     - UNK      MONUMENTED       AZHD
 DV0230  HISTORY     - 1945     GOOD             NGS
 DV0230  HISTORY     - 1949     GOOD             NGS
 DV0230  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0230
 DV0230                          STATION DESCRIPTION
 DV0230
 DV0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0230'2.7 MI SE FROM GLENDALE.
 DV0230'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 2.7 MILES SOUTHEAST
 DV0230'OF THE STATION AT GLENDALE, AT THE JUNCTION OF U. S. HIGHWAY NO. 89
 DV0230'AND PAVED ROADS LEADING NORTH (LATERAL 16) AND EAST (CAMELBACK ROAD),
 DV0230'21.8 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 28.2 FEET
 DV0230'NORTHEAST OF THE NORTHEAST EDGE OF THE 4 LANE HIGHWAY, SET IN THE TOP
 DV0230'OF THE EAST END OF THE NORTH CONCRETE HEADWALL FOR IRRIGATION CANAL
 DV0230'CULVERT.
 DV0230
 DV0230                          STATION RECOVERY (1949)
 DV0230
 DV0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0230'RECOVERED IN GOOD CONDITION.
 DV0230
 DV0230                          STATION RECOVERY (2006)
 DV0230
 DV0230'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0238 ***********************************************************************
 DV0238  DESIGNATION -  1142.95
 DV0238  PID         -  DV0238
 DV0238  STATE/COUNTY-  AZ/MARICOPA
 DV0238  USGS QUAD   -  GLENDALE (1982)
 DV0238
 DV0238                         *CURRENT SURVEY CONTROL
 DV0238  ___________________________________________________________________
 DV0238* NAD 83(1986)-  33 33 16.     (N)    112 12 20.     (W)     SCALED    
 DV0238* NAVD 88     -       348.84   (+/-2cm)    1144.5    (feet)  VERTCON   
 DV0238  ___________________________________________________________________
 DV0238  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0238
 DV0238.The horizontal coordinates were scaled from a topographic map and have
 DV0238.an estimated accuracy of +/- 6 seconds.
 DV0238
 DV0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0238.The vertical order pertains to the NGVD 29 superseded value.
 DV0238
 DV0238.The geoid height was determined by GEOID03.
 DV0238
 DV0238;                    North         East    Units  Estimated Accuracy
 DV0238;SPC AZ C     -   283,280.      186,540.      MT  (+/- 180 meters Scaled)
 DV0238
 DV0238                          SUPERSEDED SURVEY CONTROL
 DV0238
 DV0238  NGVD 29 (??/??/92)  348.289  (m)         1142.68   (f) ADJ UNCH    2 0
 DV0238
 DV0238.Superseded values are not recommended for survey control.
 DV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0238.See file dsdata.txt to determine how the superseded data were derived.
 DV0238
 DV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC880134(NAD 83)
 DV0238_MARKER: DD = SURVEY DISK
 DV0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0238_SP_SET: CULVERT
 DV0238_STAMPING: 1142.95 56 - 41 -6
 DV0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0238
 DV0238  HISTORY     - Date     Condition        Report By
 DV0238  HISTORY     - UNK      MONUMENTED       AZHD
 DV0238  HISTORY     - 1945     GOOD             NGS
 DV0238  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0238  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0238
 DV0238                          STATION DESCRIPTION
 DV0238
 DV0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0238'1.5 MI NW FROM GLENDALE.
 DV0238'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1.5 MILES NORTHWEST
 DV0238'OF THE STATION AT GLENDALE, 0.5 MILE NORTHWEST OF MILEPOST 183, NEAR
 DV0238'RAILWAY CULVERT NO. B 183, 38.4 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DV0238'28.4 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 89, SET IN THE
 DV0238'TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A 3-FOOT BY 3-FOOT CONCRETE
 DV0238'BOX CULVERT UNDER THE HIGHWAY.
 DV0238
 DV0238                          STATION RECOVERY (2006)
 DV0238
 DV0238'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0238'MARK NOT FOUND.
 DV0238
 DV0238                          STATION RECOVERY (2007)
 DV0238
 DV0238'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0238'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DV0238'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0236 ***********************************************************************
 DV0236  DESIGNATION -  1144.94
 DV0236  PID         -  DV0236
 DV0236  STATE/COUNTY-  AZ/MARICOPA
 DV0236  USGS QUAD   -  GLENDALE (1982)
 DV0236
 DV0236                         *CURRENT SURVEY CONTROL
 DV0236  ___________________________________________________________________
 DV0236* NAD 83(1986)-  33 33 09.     (N)    112 12 12.     (W)     SCALED    
 DV0236* NAVD 88     -       349.44   (+/-2cm)    1146.5    (feet)  VERTCON   
 DV0236  ___________________________________________________________________
 DV0236  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0236
 DV0236.The horizontal coordinates were scaled from a topographic map and have
 DV0236.an estimated accuracy of +/- 6 seconds.
 DV0236
 DV0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0236.The vertical order pertains to the NGVD 29 superseded value.
 DV0236
 DV0236.The geoid height was determined by GEOID03.
 DV0236
 DV0236;                    North         East    Units  Estimated Accuracy
 DV0236;SPC AZ C     -   283,060.      186,740.      MT  (+/- 180 meters Scaled)
 DV0236
 DV0236                          SUPERSEDED SURVEY CONTROL
 DV0236
 DV0236  NGVD 29 (??/??/92)  348.886  (m)         1144.64   (f) ADJ UNCH    2 0
 DV0236
 DV0236.Superseded values are not recommended for survey control.
 DV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0236.See file dsdata.txt to determine how the superseded data were derived.
 DV0236
 DV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC882131(NAD 83)
 DV0236_MARKER: DD = SURVEY DISK
 DV0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0236_SP_SET: CULVERT
 DV0236_STAMPING: 1144.94 46 + 496 36
 DV0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0236
 DV0236  HISTORY     - Date     Condition        Report By
 DV0236  HISTORY     - UNK      MONUMENTED       AZHD
 DV0236  HISTORY     - 1945     GOOD             NGS
 DV0236
 DV0236                          STATION DESCRIPTION
 DV0236
 DV0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0236'1.4 MI NW FROM GLENDALE.
 DV0236'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1.4 MILES NORTHWEST
 DV0236'OF THE RAILWAY STATION AT GLENDALE, AT LATERAL 19, AT AN X CROSSING
 DV0236'FORMED BY TWO ROADS CROSSING THE H. S. HIGHWAY 89, 38.8 FEET NORTHEAST
 DV0236'OF THE NORTHEAST RAIL MEASURED FROM POINT AT THE NORTHWEST END OF
 DV0236'RAILWAY BRIDGE NO. D 183, 28.2 FEET SOUTHWEST OF THE CENTER LINE OF
 DV0236'THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL OF
 DV0236'A 6-FOOT BY 6-FOOT CONCRETE IRRIGATION CANAL CULVERT UNDER THE
 DV0236'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0355 ***********************************************************************
 DV0355  DESIGNATION -  1145
 DV0355  PID         -  DV0355
 DV0355  STATE/COUNTY-  AZ/PINAL
 DV0355  USGS QUAD   -  MARICOPA (1978)
 DV0355
 DV0355                         *CURRENT SURVEY CONTROL
 DV0355  ___________________________________________________________________
 DV0355* NAD 83(1986)-  33 06 59.     (N)    112 01 17.     (W)     SCALED    
 DV0355* NAVD 88     -       349.49   (+/-2cm)    1146.6    (feet)  VERTCON   
 DV0355  ___________________________________________________________________
 DV0355  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0355
 DV0355.The horizontal coordinates were scaled from a topographic map and have
 DV0355.an estimated accuracy of +/- 6 seconds.
 DV0355
 DV0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0355.The vertical order pertains to the NGVD 29 superseded value.
 DV0355
 DV0355.The geoid height was determined by GEOID03.
 DV0355
 DV0355;                    North         East    Units  Estimated Accuracy
 DV0355;SPC AZ C     -   234,660.      203,590.      MT  (+/- 180 meters Scaled)
 DV0355
 DV0355                          SUPERSEDED SURVEY CONTROL
 DV0355
 DV0355  NGVD 29 (??/??/92)  348.984  (m)         1144.96   (f) ADJ UNCH    2 0
 DV0355
 DV0355.Superseded values are not recommended for survey control.
 DV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0355.See file dsdata.txt to determine how the superseded data were derived.
 DV0355
 DV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047646(NAD 83)
 DV0355_MARKER: P = PIPE CAP
 DV0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0355
 DV0355  HISTORY     - Date     Condition        Report By
 DV0355  HISTORY     - UNK      MONUMENTED       USGS
 DV0355  HISTORY     - 1933     GOOD             NGS
 DV0355  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0355
 DV0355                          STATION DESCRIPTION
 DV0355
 DV0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0355'44 MI N FROM MARICOPA.
 DV0355'IRON PIPE, AT SIDE OF S.P. RIGHT OF WAY, 2.2 MILES SOUTH OF PIMA
 DV0355'BUTTE, 55 FEET WEST OF RAILROAD CENTER-LINE.
 DV0355
 DV0355                          STATION RECOVERY (2007)
 DV0355
 DV0355'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0355'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DV0355'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0235 ***********************************************************************
 DV0235  DESIGNATION -  1147.95
 DV0235  PID         -  DV0235
 DV0235  STATE/COUNTY-  AZ/MARICOPA
 DV0235  USGS QUAD   -  GLENDALE (1982)
 DV0235
 DV0235                         *CURRENT SURVEY CONTROL
 DV0235  ___________________________________________________________________
 DV0235* NAD 83(1986)-  33 32 44.     (N)    112 11 41.     (W)     SCALED    
 DV0235* NAVD 88     -       350.32   (+/-2cm)    1149.3    (feet)  VERTCON   
 DV0235  ___________________________________________________________________
 DV0235  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0235
 DV0235.The horizontal coordinates were scaled from a topographic map and have
 DV0235.an estimated accuracy of +/- 6 seconds.
 DV0235
 DV0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0235.The vertical order pertains to the NGVD 29 superseded value.
 DV0235
 DV0235.The geoid height was determined by GEOID03.
 DV0235
 DV0235;                    North         East    Units  Estimated Accuracy
 DV0235;SPC AZ C     -   282,290.      187,540.      MT  (+/- 180 meters Scaled)
 DV0235
 DV0235                          SUPERSEDED SURVEY CONTROL
 DV0235
 DV0235  NGVD 29 (??/??/92)  349.767  (m)         1147.53   (f) ADJ UNCH    2 0
 DV0235
 DV0235.Superseded values are not recommended for survey control.
 DV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0235.See file dsdata.txt to determine how the superseded data were derived.
 DV0235
 DV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC890124(NAD 83)
 DV0235_MARKER: DD = SURVEY DISK
 DV0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0235_SP_SET: CULVERT
 DV0235_STAMPING: 1147.95 10 + 11 - 2 36
 DV0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0235
 DV0235  HISTORY     - Date     Condition        Report By
 DV0235  HISTORY     - UNK      MONUMENTED       AZHD
 DV0235  HISTORY     - 1945     GOOD             NGS
 DV0235  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0235  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0235
 DV0235                          STATION DESCRIPTION
 DV0235
 DV0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0235'0.8 MI NW FROM GLENDALE.
 DV0235'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 0.8 MILE NORTHWEST OF
 DV0235'THE STATION AT GLENDALE, AT A GRAVEL ROAD CROSSING (MAMIE AVE.), 42.4
 DV0235'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY MEASURED FROM
 DV0235'POINT AT CENTER OF CULVERT NO. A 184, 28.2 FEET SOUTHWEST OF THE
 DV0235'CENTERLINE OF THE U. S. HIGHWAY 89, SET IN THE CENTER OF THE TOP OF
 DV0235'THE SOUTHWEST CONCRETE HEADWALL OF A 3-FOOT BY 3-FOOT CONCRETE BOX
 DV0235'IRRIGATION CANAL CULVERT UNDER THE HIGHWAY.
 DV0235
 DV0235                          STATION RECOVERY (2006)
 DV0235
 DV0235'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0235'MARK NOT FOUND.
 DV0235
 DV0235                          STATION RECOVERY (2007)
 DV0235
 DV0235'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0235'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DV0235'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0053 ***********************************************************************
 EU0053  DESIGNATION -  1148.12
 EU0053  PID         -  EU0053
 EU0053  STATE/COUNTY-  AZ/MOHAVE
 EU0053  USGS QUAD   -  FRANCONIA (1970)
 EU0053
 EU0053                         *CURRENT SURVEY CONTROL
 EU0053  ___________________________________________________________________
 EU0053* NAD 83(1986)-  34 44 06.     (N)    114 15 23.     (W)     SCALED    
 EU0053* NAVD 88     -       350.58   (+/-2cm)    1150.2    (feet)  VERTCON   
 EU0053  ___________________________________________________________________
 EU0053  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 EU0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0053
 EU0053.The horizontal coordinates were scaled from a topographic map and have
 EU0053.an estimated accuracy of +/- 6 seconds.
 EU0053
 EU0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0053.The vertical order pertains to the NGVD 29 superseded value.
 EU0053
 EU0053.The geoid height was determined by GEOID03.
 EU0053
 EU0053;                    North         East    Units  Estimated Accuracy
 EU0053;SPC AZ W     -   414,310.      166,990.      MT  (+/- 180 meters Scaled)
 EU0053
 EU0053                          SUPERSEDED SURVEY CONTROL
 EU0053
 EU0053  NGVD 29 (??/??/??)  349.895  (m)         1147.95   (f) ADJUSTED    2 0
 EU0053
 EU0053.Superseded values are not recommended for survey control.
 EU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0053.See file dsdata.txt to determine how the superseded data were derived.
 EU0053
 EU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU511470(NAD 83)
 EU0053_MARKER: DD = SURVEY DISK
 EU0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0053_SP_SET: CULVERT
 EU0053_STAMPING: 1148.12 699X90 1951
 EU0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0053
 EU0053  HISTORY     - Date     Condition        Report By
 EU0053  HISTORY     - 1951     MONUMENTED       AZHD
 EU0053  HISTORY     - 1961     GOOD             NGS
 EU0053  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0053
 EU0053                          STATION DESCRIPTION
 EU0053
 EU0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0053'13.6 MI E FROM TOPOCK.
 EU0053'ABOUT 13.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0053'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0053'ABOUT 0.10 MILES EAST OF THE JUNCTION OF THE ROAD NORTH TO
 EU0053'FRANCONIA, SET IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTH
 EU0053'HEADWALL OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20
 EU0053'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0053'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK MAY ALSO
 EU0053'BE REACHED BY GOING 0.3 MILES EAST ALONG THE STREET FROM THE
 EU0053'POST OFFICE IN YUCCA, THENCE 12.6 MILES SOUTHWEST ALONG U.S.
 EU0053'HIGHWAY 66.
 EU0053
 EU0053                          STATION RECOVERY (1981)
 EU0053
 EU0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0053'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5894 ***********************************************************************
 DJ5894  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5894  DESIGNATION -  115
 DJ5894  PID         -  DJ5894
 DJ5894  STATE/COUNTY-  AZ/MARICOPA
 DJ5894  USGS QUAD   -  TOLLESON (1982)
 DJ5894
 DJ5894                         *CURRENT SURVEY CONTROL
 DJ5894  ___________________________________________________________________
 DJ5894* NAD 83(2007)-  33 26 58.79958(N)    112 18 23.50970(W)     ADJUSTED  
 DJ5894* NAVD 88     -       303.64   (meters)     996.2    (feet)  GPS OBS   
 DJ5894  ___________________________________________________________________
 DJ5894  EPOCH DATE  -        2007.00
 DJ5894  X           -  -2,022,067.723 (meters)                     COMP
 DJ5894  Y           -  -4,928,710.357 (meters)                     COMP
 DJ5894  Z           -   3,495,828.292 (meters)                     COMP
 DJ5894  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DJ5894  ELLIP HEIGHT-         273.280 (meters)          (03/21/07) ADJUSTED
 DJ5894  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DJ5894  HORZ ORDER  -  FIRST
 DJ5894  ELLP ORDER  -  FOURTH    CLASS I
 DJ5894
 DJ5894.The horizontal coordinates were established by GPS observations
 DJ5894.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5894
 DJ5894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5894.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5894.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5894.The epoch date for horizontal control is a decimal equivalence
 DJ5894.of Year/Month/Day.
 DJ5894
 DJ5894.The orthometric height was determined by GPS observations and a
 DJ5894.high-resolution geoid model.
 DJ5894.The orthometric height was determined by GPS observations and a
 DJ5894.high-resolution geoid model using precise GPS observation and
 DJ5894.processing techniques.
 DJ5894
 DJ5894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5894
 DJ5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5894
 DJ5894.The ellipsoidal height was determined by GPS observations
 DJ5894.and is referenced to NAD 83.
 DJ5894
 DJ5894.The geoid height was determined by GEOID03.
 DJ5894
 DJ5894;                    North         East     Units Scale Factor Converg.
 DJ5894;SPC AZ C     -   271,686.353   177,115.425   MT  0.99991619   -0 12 53.6
 DJ5894;SPC AZ C     -   891,359.43    581,087.35   iFT  0.99991619   -0 12 53.6
 DJ5894;UTM  12      - 3,701,902.057   378,568.077   MT  0.99978180   -0 43 12.9
 DJ5894
 DJ5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5894!SPC AZ C     -   0.99995710  x   0.99991619  =   0.99987329
 DJ5894!UTM  12      -   0.99995710  x   0.99978180  =   0.99973891
 DJ5894
 DJ5894                          SUPERSEDED SURVEY CONTROL
 DJ5894
 DJ5894.No superseded survey control is available for this station.
 DJ5894
 DJ5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7856801902(NAD 83)
 DJ5894_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5894_STAMPING: NO STAMPING
 DJ5894_MARK LOGO: AZ-013
 DJ5894_PROJECTION: RECESSED 12 CENTIMETERS
 DJ5894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5894+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5894
 DJ5894  HISTORY     - Date     Condition        Report By
 DJ5894  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5894  HISTORY     - 20061101 GOOD             EVANS
 DJ5894
 DJ5894                          STATION DESCRIPTION
 DJ5894
 DJ5894'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5894'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5894'SOUTH ON AVONDALE BOULEVARD 1.05KM TO VAN BUREN STREET.  STATION IS A
 DJ5894'BRASS DISK, NO AGENCY OR STAMPING, IN A CONCRETE POST IN A HANDHOLE,
 DJ5894'RECESSED 12CM, FOUND AT THE INTERSECTION OF AVONDALE BOULEVARD AND VAN
 DJ5894'BUREN STREET. (GDACS CORNER 54020-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0607 ***********************************************************************
 ER0607  DESIGNATION -  115 BKC
 ER0607  PID         -  ER0607
 ER0607  STATE/COUNTY-  AZ/APACHE
 ER0607  USGS QUAD   -  MESA PARADA (1971)
 ER0607
 ER0607                         *CURRENT SURVEY CONTROL
 ER0607  ___________________________________________________________________
 ER0607* NAD 83(1986)-  34 27 41.     (N)    109 05 58.     (W)     SCALED    
 ER0607* NAVD 88     -      1983.299  (meters)    6506.87   (feet)  ADJUSTED  
 ER0607  ___________________________________________________________________
 ER0607  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 ER0607  DYNAMIC HT  -        1980.327 (meters)    6497.12  (feet)  COMP
 ER0607  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 ER0607
 ER0607  VERT ORDER  -  SECOND    CLASS 0
 ER0607
 ER0607.The horizontal coordinates were scaled from a topographic map and have
 ER0607.an estimated accuracy of +/- 6 seconds.
 ER0607
 ER0607.The orthometric height was determined by differential leveling
 ER0607.and adjusted in June 1991.
 ER0607
 ER0607.The geoid height was determined by GEOID03.
 ER0607
 ER0607.The dynamic height is computed by dividing the NAVD 88
 ER0607.geopotential number by the normal gravity value computed on the
 ER0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0607.degrees latitude (g = 980.6199 gals.).
 ER0607
 ER0607.The modeled gravity was interpolated from observed gravity values.
 ER0607
 ER0607;                    North         East    Units  Estimated Accuracy
 ER0607;SPC AZ E     -   384,350.      311,410.      MT  (+/- 180 meters Scaled)
 ER0607
 ER0607                          SUPERSEDED SURVEY CONTROL
 ER0607
 ER0607.No superseded survey control is available for this station.
 ER0607
 ER0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD745149(NAD 83)
 ER0607_MARKER: DB = BENCH MARK DISK
 ER0607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ER0607_SP_SET: HEADWALL
 ER0607_STAMPING: 115 BKC 1968 6504
 ER0607_MARK LOGO: USGS  
 ER0607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0607+STABILITY: SURFACE MOTION
 ER0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0607+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0607
 ER0607  HISTORY     - Date     Condition        Report By
 ER0607  HISTORY     - 1968     MONUMENTED       USGS
 ER0607
 ER0607                          STATION DESCRIPTION
 ER0607
 ER0607'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0607'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0607'ALONG U S HIGHWAY 666, THENCE 16.4 MILES EAST ALONG A GRAVEL ROAD TO
 ER0607'A CONCRETE CULVERT, 15 FEET SOUTH OF THE ROAD, SET IN THE CENTER OF
 ER0607'THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0578 ***********************************************************************
 ER0578  DESIGNATION -  115 DOR
 ER0578  PID         -  ER0578
 ER0578  STATE/COUNTY-  AZ/APACHE
 ER0578  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0578
 ER0578                         *CURRENT SURVEY CONTROL
 ER0578  ___________________________________________________________________
 ER0578* NAD 83(1986)-  34 41 19.     (N)    109 26 19.     (W)     SCALED    
 ER0578* NAVD 88     -      1720.774  (meters)    5645.57   (feet)  ADJUSTED  
 ER0578  ___________________________________________________________________
 ER0578  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ER0578  DYNAMIC HT  -        1718.322 (meters)    5637.53  (feet)  COMP
 ER0578  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 ER0578
 ER0578  VERT ORDER  -  SECOND    CLASS II
 ER0578
 ER0578.The horizontal coordinates were scaled from a topographic map and have
 ER0578.an estimated accuracy of +/- 6 seconds.
 ER0578
 ER0578.The orthometric height was determined by differential leveling
 ER0578.and adjusted in June 1991.
 ER0578
 ER0578.The geoid height was determined by GEOID03.
 ER0578
 ER0578.The dynamic height is computed by dividing the NAVD 88
 ER0578.geopotential number by the normal gravity value computed on the
 ER0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0578.degrees latitude (g = 980.6199 gals.).
 ER0578
 ER0578.The modeled gravity was interpolated from observed gravity values.
 ER0578
 ER0578;                    North         East    Units  Estimated Accuracy
 ER0578;SPC AZ E     -   409,270.      280,070.      MT  (+/- 180 meters Scaled)
 ER0578
 ER0578                          SUPERSEDED SURVEY CONTROL
 ER0578
 ER0578.No superseded survey control is available for this station.
 ER0578
 ER0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD430396(NAD 83)
 ER0578_MARKER: DB = BENCH MARK DISK
 ER0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0578_SP_SET: CONCRETE POST
 ER0578_STAMPING: 115 DOR 1972 5643
 ER0578_MARK LOGO: USGS  
 ER0578_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0578+STABILITY: SURFACE MOTION
 ER0578
 ER0578  HISTORY     - Date     Condition        Report By
 ER0578  HISTORY     - 1972     MONUMENTED       USGS
 ER0578
 ER0578                          STATION DESCRIPTION
 ER0578
 ER0578'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0578'38.1 KM (23.70 MI) NNW FROM ST JOHNS.
 ER0578'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0578'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0578'TO A T-ROAD NORTHEAST, THENCE 12.5 NORTH ALONG THE ROAD TO NAVAJO TO
 ER0578'A T-ROAD EAST, THENCE 3.5 MILES EAST, 185 FEET NORTH OF THE ROAD, 34
 ER0578'FEET EAST OF A USBLM CADASTRAL SURVEY BRASS CAP STAMPED -T15N R27E
 ER0578'S23 S24 S26 S25 1963- .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0462 ***********************************************************************
 GQ0462  DESIGNATION -  115 DOR
 GQ0462  PID         -  GQ0462
 GQ0462  STATE/COUNTY-  AZ/MOHAVE
 GQ0462  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0462
 GQ0462                         *CURRENT SURVEY CONTROL
 GQ0462  ___________________________________________________________________
 GQ0462* NAD 83(1986)-  36 38 34.     (N)    113 26 10.     (W)     SCALED    
 GQ0462* NAVD 88     -      1534.953  (meters)    5035.93   (feet)  POSTED    
 GQ0462  ___________________________________________________________________
 GQ0462  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GQ0462  DYNAMIC HT  -        1533.180 (meters)    5030.11  (feet)  COMP
 GQ0462  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 GQ0462
 GQ0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0462
 GQ0462.The horizontal coordinates were scaled from a topographic map and have
 GQ0462.an estimated accuracy of +/- 6 seconds.
 GQ0462
 GQ0462.The orthometric height was determined by differential leveling
 GQ0462.and adjusted by the  in 1992.
 GQ0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0462.rate of 0.0 thru 1.0 mm/km.
 GQ0462
 GQ0462.The geoid height was determined by GEOID03.
 GQ0462
 GQ0462.The dynamic height is computed by dividing the NAVD 88
 GQ0462.geopotential number by the normal gravity value computed on the
 GQ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0462.degrees latitude (g = 980.6199 gals.).
 GQ0462
 GQ0462.The modeled gravity was interpolated from observed gravity values.
 GQ0462
 GQ0462;                    North         East    Units  Estimated Accuracy
 GQ0462;SPC AZ W     -   625,900.      241,430.      MT  (+/- 180 meters Scaled)
 GQ0462
 GQ0462                          SUPERSEDED SURVEY CONTROL
 GQ0462
 GQ0462.No superseded survey control is available for this station.
 GQ0462
 GQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF822580(NAD 83)
 GQ0462_MARKER: DB = BENCH MARK DISK
 GQ0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0462_SP_SET: COPPER-CLAD STEEL ROD
 GQ0462_STAMPING: 115 DOR 1970 5033
 GQ0462_MARK LOGO: USGS  
 GQ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0462
 GQ0462  HISTORY     - Date     Condition        Report By
 GQ0462  HISTORY     - 1970     MONUMENTED       USGS
 GQ0462
 GQ0462                          STATION DESCRIPTION
 GQ0462
 GQ0462'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0462'61.6 KM (38.30 MI) SSE FROM ST GEORGE UT.
 GQ0462'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0462'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0462'ROAD TO THE ARIZONA STATE LINE, CONTINUE 31.6 MILES SOUTH ALONG MT.
 GQ0462'TRUMBULL ROAD TO A HOUSE AND A BARN, 0.3 MILES EAST OF THE HOUSE, 0.2
 GQ0462'MILES SOUTH OF A ROAD CROSSING, 0.1 MILE EAST OF THE NORTHEAST EDGE
 GQ0462'OF A STOCK TANK DYKE, 97 FEET WEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0462'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0462'THE MARK IS 19 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0684 ***********************************************************************
 GP0684  DESIGNATION -  115 DOR
 GP0684  PID         -  GP0684
 GP0684  STATE/COUNTY-  AZ/NAVAJO
 GP0684  USGS QUAD   -  SHONTO NW (1980)
 GP0684
 GP0684                         *CURRENT SURVEY CONTROL
 GP0684  ___________________________________________________________________
 GP0684* NAD 83(1986)-  36 40 51.     (N)    110 43 58.     (W)     SCALED    
 GP0684* NAVD 88     -      2100.734  (meters)    6892.16   (feet)  ADJUSTED  
 GP0684  ___________________________________________________________________
 GP0684  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GP0684  DYNAMIC HT  -        2098.050 (meters)    6883.35  (feet)  COMP
 GP0684  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 GP0684
 GP0684  VERT ORDER  -  SECOND    CLASS 0
 GP0684
 GP0684.The horizontal coordinates were scaled from a topographic map and have
 GP0684.an estimated accuracy of +/- 6 seconds.
 GP0684
 GP0684.The orthometric height was determined by differential leveling
 GP0684.and adjusted in June 1991.
 GP0684
 GP0684.The geoid height was determined by GEOID03.
 GP0684
 GP0684.The dynamic height is computed by dividing the NAVD 88
 GP0684.geopotential number by the normal gravity value computed on the
 GP0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0684.degrees latitude (g = 980.6199 gals.).
 GP0684
 GP0684.The modeled gravity was interpolated from observed gravity values.
 GP0684
 GP0684;                    North         East    Units  Estimated Accuracy
 GP0684;SPC AZ E     -   630,200.      162,760.      MT  (+/- 180 meters Scaled)
 GP0684
 GP0684                          SUPERSEDED SURVEY CONTROL
 GP0684
 GP0684.No superseded survey control is available for this station.
 GP0684
 GP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF238595(NAD 83)
 GP0684_MARKER: DB = BENCH MARK DISK
 GP0684_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0684_SP_SET: COPPER-CLAD STEEL ROD
 GP0684_STAMPING: 115 DOR 1969 6889
 GP0684_MARK LOGO: USGS  
 GP0684_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0684+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0684
 GP0684  HISTORY     - Date     Condition        Report By
 GP0684  HISTORY     - 1969     MONUMENTED       USGS
 GP0684
 GP0684                          STATION DESCRIPTION
 GP0684
 GP0684'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0684'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0684'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0684'NORTH, THENCE 22.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0684'MOUNTAIN ROAD TO AN 85 FOOT SQUARE 6 FOOT HIGH LINK FENCE ENCLOSURE
 GP0684'AROUND A WATER TOWER, 35 FEET NORTHWEST OF THE ROAD, 5 FEET SOUTHWEST
 GP0684'OF THE NORTHEAST CORNER OF THE ENCLOSURE, 0.5 FEET SOUTHEAST OF THE
 GP0684'FENCE AND WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 GP0684'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0234 ***********************************************************************
 DV0234  DESIGNATION -  1152
 DV0234  PID         -  DV0234
 DV0234  STATE/COUNTY-  AZ/MARICOPA
 DV0234  USGS QUAD   -  GLENDALE (1982)
 DV0234
 DV0234                         *CURRENT SURVEY CONTROL
 DV0234  ___________________________________________________________________
 DV0234* NAD 83(1986)-  33 32 11.     (N)    112 11 03.     (W)     SCALED    
 DV0234* NAVD 88     -       351.75   (+/-2cm)    1154.0    (feet)  VERTCON   
 DV0234  ___________________________________________________________________
 DV0234  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0234
 DV0234.The horizontal coordinates were scaled from a topographic map and have
 DV0234.an estimated accuracy of +/- 6 seconds.
 DV0234
 DV0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0234.The vertical order pertains to the NGVD 29 superseded value.
 DV0234
 DV0234.The geoid height was determined by GEOID03.
 DV0234
 DV0234;                    North         East    Units  Estimated Accuracy
 DV0234;SPC AZ C     -   281,270.      188,520.      MT  (+/- 180 meters Scaled)
 DV0234
 DV0234                          SUPERSEDED SURVEY CONTROL
 DV0234
 DV0234  NGVD 29 (??/??/92)  351.192  (m)         1152.20   (f) ADJ UNCH    2 0
 DV0234
 DV0234.Superseded values are not recommended for survey control.
 DV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0234.See file dsdata.txt to determine how the superseded data were derived.
 DV0234
 DV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900113(NAD 83)
 DV0234_MARKER: P = PIPE CAP
 DV0234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0234_STAMPING: 1152 PHNX
 DV0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0234
 DV0234  HISTORY     - Date     Condition        Report By
 DV0234  HISTORY     - UNK      MONUMENTED       USGS
 DV0234  HISTORY     - 1945     GOOD             NGS
 DV0234  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0234
 DV0234                          STATION DESCRIPTION
 DV0234
 DV0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0234'IN GLENDALE.
 DV0234'AT GLENDALE, MARICOPA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 DV0234'RAILWAY, IN THE NORTH END OF THE STATION GROUNDS, 30 FEET EAST OF THE
 DV0234'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTHEAST OF A WHITE WOODEN
 DV0234'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DV0234'1152 PHNX AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE. NOTE-- THE
 DV0234'CAP HAS BEEN SO BADLY BATTERED THAT IT IS ALMOST IMPOSSIBLE TO READ
 DV0234'IT.  THE PIPE IS LEANING SLIGHTLY BUT IS VERY SOLID IN THE GROUND.
 DV0234
 DV0234                          STATION RECOVERY (2006)
 DV0234
 DV0234'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0327 ***********************************************************************
 DV0327  DESIGNATION -  1152
 DV0327  PID         -  DV0327
 DV0327  STATE/COUNTY-  AZ/PINAL
 DV0327  USGS QUAD   -  MARICOPA (1978)
 DV0327
 DV0327                         *CURRENT SURVEY CONTROL
 DV0327  ___________________________________________________________________
 DV0327* NAD 83(1986)-  33 04 40.     (N)    112 06 02.     (W)     SCALED    
 DV0327* NAVD 88     -       351.72   (+/-2cm)    1153.9    (feet)  VERTCON   
 DV0327  ___________________________________________________________________
 DV0327  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0327
 DV0327.The horizontal coordinates were scaled from a topographic map and have
 DV0327.an estimated accuracy of +/- 6 seconds.
 DV0327
 DV0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0327.The vertical order pertains to the NGVD 29 superseded value.
 DV0327
 DV0327.The geoid height was determined by GEOID03.
 DV0327
 DV0327;                    North         East    Units  Estimated Accuracy
 DV0327;SPC AZ C     -   230,390.      196,190.      MT  (+/- 180 meters Scaled)
 DV0327
 DV0327                          SUPERSEDED SURVEY CONTROL
 DV0327
 DV0327  NGVD 29 (??/??/92)  351.183  (m)         1152.17   (f) ADJ UNCH    2 0
 DV0327
 DV0327.Superseded values are not recommended for survey control.
 DV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0327.See file dsdata.txt to determine how the superseded data were derived.
 DV0327
 DV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB972604(NAD 83)
 DV0327_MARKER: P = PIPE CAP
 DV0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0327_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0327
 DV0327  HISTORY     - Date     Condition        Report By
 DV0327  HISTORY     - UNK      MONUMENTED       USGS
 DV0327  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0327  HISTORY     - 20070321 MARK NOT FOUND   GEOCAC
 DV0327
 DV0327                          STATION DESCRIPTION
 DV0327
 DV0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0327'1.30 MI E FROM HEATON.
 DV0327'1-1/3 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0327'STATION SIGN AT HEATON, PINAL COUNTY, 0.2 MILE EAST OF BRIDGE 893 B,
 DV0327'265 FEET WEST OF MILEPOST 894, 95 FEET EAST OF THE STATION-ONE-MILE
 DV0327'SIGN, AND 50 FEET NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL
 DV0327'SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DV0327
 DV0327                          STATION RECOVERY (2007)
 DV0327
 DV0327'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0327'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0033 ***********************************************************************
 CZ0033  DESIGNATION -  1156+51.34
 CZ0033  PID         -  CZ0033
 CZ0033  STATE/COUNTY-  AZ/COCHISE
 CZ0033  USGS QUAD   -  STEELE HILLS (1985)
 CZ0033
 CZ0033                         *CURRENT SURVEY CONTROL
 CZ0033  ___________________________________________________________________
 CZ0033* NAD 83(1986)-  32 08 22.     (N)    110 00 05.     (W)     SCALED    
 CZ0033* NAVD 88     -      1372.513  (meters)    4502.99   (feet)  ADJUSTED  
 CZ0033  ___________________________________________________________________
 CZ0033  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CZ0033  DYNAMIC HT  -        1370.438 (meters)    4496.18  (feet)  COMP
 CZ0033  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 CZ0033
 CZ0033  VERT ORDER  -  FIRST     CLASS II
 CZ0033
 CZ0033.The horizontal coordinates were scaled from a topographic map and have
 CZ0033.an estimated accuracy of +/- 6 seconds.
 CZ0033
 CZ0033.The orthometric height was determined by differential leveling
 CZ0033.and adjusted in June 1991.
 CZ0033
 CZ0033.The geoid height was determined by GEOID03.
 CZ0033
 CZ0033.The dynamic height is computed by dividing the NAVD 88
 CZ0033.geopotential number by the normal gravity value computed on the
 CZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0033.degrees latitude (g = 980.6199 gals.).
 CZ0033
 CZ0033.The modeled gravity was interpolated from observed gravity values.
 CZ0033
 CZ0033;                    North         East    Units  Estimated Accuracy
 CZ0033;SPC AZ E     -   126,340.      228,950.      MT  (+/- 180 meters Scaled)
 CZ0033
 CZ0033                          SUPERSEDED SURVEY CONTROL
 CZ0033
 CZ0033  NGVD 29 (??/??/92) 1371.660  (m)         4500.19   (f) ADJ UNCH    1 2
 CZ0033
 CZ0033.Superseded values are not recommended for survey control.
 CZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0033.See file dsdata.txt to determine how the superseded data were derived.
 CZ0033
 CZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA941563(NAD 83)
 CZ0033_MARKER: DD = SURVEY DISK
 CZ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0033_STAMPING: 1156+51.34 1958
 CZ0033_PROJECTION: PROJECTING 16 CENTIMETERS
 CZ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0033+STABILITY: SURFACE MOTION
 CZ0033
 CZ0033  HISTORY     - Date     Condition        Report By
 CZ0033  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0033  HISTORY     - 1960     GOOD             NGS
 CZ0033  HISTORY     - 1979     GOOD             NGS
 CZ0033
 CZ0033                          STATION DESCRIPTION
 CZ0033
 CZ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0033'23.1 MI E FROM BENSON.
 CZ0033'23.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0033'HIGHWAY 86, 0.3 MILE EAST OF MILEPOST 315, 142 FEET SOUTHEAST OF THE
 CZ0033'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, 0.8 FOOT
 CZ0033'SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY POST IN LINE WITH THE FENCE, SET
 CZ0033'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CZ0033
 CZ0033                          STATION RECOVERY (1979)
 CZ0033
 CZ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0033'37.3 KILOMETERS (23.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0033'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN LINE WITH THE
 CZ0033'SOUTHEAST RIGHT-OF-WAY FENCE, 43.3 METERS (142 FEET) SOUTHEAST OF
 CZ0033'THE CENTERLINE OF THE EASTBOUND LANES AND 0.3 METER (1 FOOT)
 CZ0033'SOUTHWEST OF A 10-CENTIMETER ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER.
 CZ0033'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CZ0033'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0608 ***********************************************************************
 ER0608  DESIGNATION -  116 BKC
 ER0608  PID         -  ER0608
 ER0608  STATE/COUNTY-  AZ/APACHE
 ER0608  USGS QUAD   -  MESA PARADA (1971)
 ER0608
 ER0608                         *CURRENT SURVEY CONTROL
 ER0608  ___________________________________________________________________
 ER0608* NAD 83(1986)-  34 27 37.     (N)    109 05 07.     (W)     SCALED    
 ER0608* NAVD 88     -      1929.283  (meters)    6329.66   (feet)  ADJUSTED  
 ER0608  ___________________________________________________________________
 ER0608  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 ER0608  DYNAMIC HT  -        1926.387 (meters)    6320.15  (feet)  COMP
 ER0608  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 ER0608
 ER0608  VERT ORDER  -  SECOND    CLASS 0
 ER0608
 ER0608.The horizontal coordinates were scaled from a topographic map and have
 ER0608.an estimated accuracy of +/- 6 seconds.
 ER0608
 ER0608.The orthometric height was determined by differential leveling
 ER0608.and adjusted in June 1991.
 ER0608
 ER0608.The geoid height was determined by GEOID03.
 ER0608
 ER0608.The dynamic height is computed by dividing the NAVD 88
 ER0608.geopotential number by the normal gravity value computed on the
 ER0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0608.degrees latitude (g = 980.6199 gals.).
 ER0608
 ER0608.The modeled gravity was interpolated from observed gravity values.
 ER0608
 ER0608;                    North         East    Units  Estimated Accuracy
 ER0608;SPC AZ E     -   384,240.      312,710.      MT  (+/- 180 meters Scaled)
 ER0608
 ER0608                          SUPERSEDED SURVEY CONTROL
 ER0608
 ER0608.No superseded survey control is available for this station.
 ER0608
 ER0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD758148(NAD 83)
 ER0608_MARKER: DB = BENCH MARK DISK
 ER0608_SETTING: 66 = SET IN ROCK OUTCROP
 ER0608_SP_SET: ROCK OUTCROP
 ER0608_STAMPING: 116 BKC 1968 6327
 ER0608_MARK LOGO: USGS  
 ER0608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0608+STABILITY: POSITION/ELEVATION WELL
 ER0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0608+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0608
 ER0608  HISTORY     - Date     Condition        Report By
 ER0608  HISTORY     - 1968     MONUMENTED       USGS
 ER0608
 ER0608                          STATION DESCRIPTION
 ER0608
 ER0608'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0608'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0608'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0608'238 FEET EAST OF A Y-ROAD SOUTH AND 76 FEET NORTH OF A Y-ROAD
 ER0608'NORTHEAST, 2 FEET SOUTH OF A WITNESS POST, SET IN A SANDSTONE ROCK
 ER0608'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0579 ***********************************************************************
 ER0579  DESIGNATION -  116 DOR
 ER0579  PID         -  ER0579
 ER0579  STATE/COUNTY-  AZ/APACHE
 ER0579  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0579
 ER0579                         *CURRENT SURVEY CONTROL
 ER0579  ___________________________________________________________________
 ER0579* NAD 83(1986)-  34 41 20.     (N)    109 25 16.     (W)     SCALED    
 ER0579* NAVD 88     -      1725.967  (meters)    5662.61   (feet)  ADJUSTED  
 ER0579  ___________________________________________________________________
 ER0579  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 ER0579  DYNAMIC HT  -        1723.507 (meters)    5654.54  (feet)  COMP
 ER0579  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ER0579
 ER0579  VERT ORDER  -  SECOND    CLASS II
 ER0579
 ER0579.The horizontal coordinates were scaled from a topographic map and have
 ER0579.an estimated accuracy of +/- 6 seconds.
 ER0579
 ER0579.The orthometric height was determined by differential leveling
 ER0579.and adjusted in June 1991.
 ER0579
 ER0579.The geoid height was determined by GEOID03.
 ER0579
 ER0579.The dynamic height is computed by dividing the NAVD 88
 ER0579.geopotential number by the normal gravity value computed on the
 ER0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0579.degrees latitude (g = 980.6199 gals.).
 ER0579
 ER0579.The modeled gravity was interpolated from observed gravity values.
 ER0579
 ER0579;                    North         East    Units  Estimated Accuracy
 ER0579;SPC AZ E     -   409,320.      281,670.      MT  (+/- 180 meters Scaled)
 ER0579
 ER0579                          SUPERSEDED SURVEY CONTROL
 ER0579
 ER0579.No superseded survey control is available for this station.
 ER0579
 ER0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD446396(NAD 83)
 ER0579_MARKER: DB = BENCH MARK DISK
 ER0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0579_SP_SET: CONCRETE POST
 ER0579_STAMPING: 116 DOR 1972 5660
 ER0579_MARK LOGO: USGS  
 ER0579_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0579+STABILITY: SURFACE MOTION
 ER0579
 ER0579  HISTORY     - Date     Condition        Report By
 ER0579  HISTORY     - 1972     MONUMENTED       USGS
 ER0579
 ER0579                          STATION DESCRIPTION
 ER0579
 ER0579'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0579'39.7 KM (24.70 MI) NNW FROM ST JOHNS.
 ER0579'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0579'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0579'TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE ROAD TOWARD
 ER0579'NAVAJO TO A T-ROAD EAST, THENCE 4.5 MILES EAST, 63 FEET NORTH OF A
 ER0579'USBLM CADASTRAL SURVEY BRASS CAP STAMPED -T15N R27E R28E S24 S19 S25
 ER0579'S30 1963-, 35 FEET SOUTH OF THE ROAD AT A GATE, AND 2.0 FEET EAST OF
 ER0579'A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0463 ***********************************************************************
 GQ0463  DESIGNATION -  116 DOR
 GQ0463  PID         -  GQ0463
 GQ0463  STATE/COUNTY-  AZ/MOHAVE
 GQ0463  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0463
 GQ0463                         *CURRENT SURVEY CONTROL
 GQ0463  ___________________________________________________________________
 GQ0463* NAD 83(1986)-  36 37 44.     (N)    113 25 48.     (W)     SCALED    
 GQ0463* NAVD 88     -      1535.614  (meters)    5038.09   (feet)  POSTED    
 GQ0463  ___________________________________________________________________
 GQ0463  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GQ0463  DYNAMIC HT  -        1533.840 (meters)    5032.27  (feet)  COMP
 GQ0463  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 GQ0463
 GQ0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0463
 GQ0463.The horizontal coordinates were scaled from a topographic map and have
 GQ0463.an estimated accuracy of +/- 6 seconds.
 GQ0463
 GQ0463.The orthometric height was determined by differential leveling
 GQ0463.and adjusted by the  in 1992.
 GQ0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0463.rate of 0.0 thru 1.0 mm/km.
 GQ0463
 GQ0463.The geoid height was determined by GEOID03.
 GQ0463
 GQ0463.The dynamic height is computed by dividing the NAVD 88
 GQ0463.geopotential number by the normal gravity value computed on the
 GQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0463.degrees latitude (g = 980.6199 gals.).
 GQ0463
 GQ0463.The modeled gravity was interpolated from observed gravity values.
 GQ0463
 GQ0463;                    North         East    Units  Estimated Accuracy
 GQ0463;SPC AZ W     -   624,360.      241,980.      MT  (+/- 180 meters Scaled)
 GQ0463
 GQ0463                          SUPERSEDED SURVEY CONTROL
 GQ0463
 GQ0463.No superseded survey control is available for this station.
 GQ0463
 GQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF827564(NAD 83)
 GQ0463_MARKER: DB = BENCH MARK DISK
 GQ0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0463_SP_SET: COPPER-CLAD STEEL ROD
 GQ0463_STAMPING: 116 DOR 1970 5035
 GQ0463_MARK LOGO: USGS  
 GQ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0463
 GQ0463  HISTORY     - Date     Condition        Report By
 GQ0463  HISTORY     - 1970     MONUMENTED       USGS
 GQ0463
 GQ0463                          STATION DESCRIPTION
 GQ0463
 GQ0463'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0463'63.4 KM (39.40 MI) SSE FROM ST GEORGE UT.
 GQ0463'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0463'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0463'ROAD TO THE ARIZONA STATE LINE, CONTINUE 32.7 MILES SOUTH ALONG MT.
 GQ0463'TRUMBULL ROAD, 75 FEET WEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0463'THE MARK IS 2 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0685 ***********************************************************************
 GP0685  DESIGNATION -  116 DOR
 GP0685  PID         -  GP0685
 GP0685  STATE/COUNTY-  AZ/NAVAJO
 GP0685  USGS QUAD   -  SHONTO NW (1980)
 GP0685
 GP0685                         *CURRENT SURVEY CONTROL
 GP0685  ___________________________________________________________________
 GP0685* NAD 83(1986)-  36 41 32.     (N)    110 43 23.     (W)     SCALED    
 GP0685* NAVD 88     -      2116.637  (meters)    6944.33   (feet)  ADJUSTED  
 GP0685  ___________________________________________________________________
 GP0685  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GP0685  DYNAMIC HT  -        2113.936 (meters)    6935.47  (feet)  COMP
 GP0685  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 GP0685
 GP0685  VERT ORDER  -  SECOND    CLASS 0
 GP0685
 GP0685.The horizontal coordinates were scaled from a topographic map and have
 GP0685.an estimated accuracy of +/- 6 seconds.
 GP0685
 GP0685.The orthometric height was determined by differential leveling
 GP0685.and adjusted in June 1991.
 GP0685
 GP0685.The geoid height was determined by GEOID03.
 GP0685
 GP0685.The dynamic height is computed by dividing the NAVD 88
 GP0685.geopotential number by the normal gravity value computed on the
 GP0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0685.degrees latitude (g = 980.6199 gals.).
 GP0685
 GP0685.The modeled gravity was interpolated from observed gravity values.
 GP0685
 GP0685;                    North         East    Units  Estimated Accuracy
 GP0685;SPC AZ E     -   631,460.      163,640.      MT  (+/- 180 meters Scaled)
 GP0685
 GP0685                          SUPERSEDED SURVEY CONTROL
 GP0685
 GP0685.No superseded survey control is available for this station.
 GP0685
 GP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF247607(NAD 83)
 GP0685_MARKER: DB = BENCH MARK DISK
 GP0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0685_SP_SET: COPPER-CLAD STEEL ROD
 GP0685_STAMPING: 116 DOR 1969 6941
 GP0685_MARK LOGO: USGS  
 GP0685_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0685+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0685
 GP0685  HISTORY     - Date     Condition        Report By
 GP0685  HISTORY     - 1969     MONUMENTED       USGS
 GP0685
 GP0685                          STATION DESCRIPTION
 GP0685
 GP0685'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0685'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0685'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0685'NORTH, THENCE 23.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0685'MOUNTAIN ROAD, 55 FEET WEST-NORTHWEST AND 3 FEET HIGHER THAN THE
 GP0685'ROAD, 2 FEET NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0685'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0209 ***********************************************************************
 DV0209  DESIGNATION -  1161.38
 DV0209  PID         -  DV0209
 DV0209  STATE/COUNTY-  AZ/MARICOPA
 DV0209  USGS QUAD   -  GLENDALE (1982)
 DV0209
 DV0209                         *CURRENT SURVEY CONTROL
 DV0209  ___________________________________________________________________
 DV0209* NAD 83(1986)-  33 33 07.     (N)    112 11 10.     (W)     SCALED    
 DV0209* NAVD 88     -       354.53   (+/-2cm)    1163.2    (feet)  VERTCON   
 DV0209  ___________________________________________________________________
 DV0209  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0209
 DV0209.The horizontal coordinates were scaled from a topographic map and have
 DV0209.an estimated accuracy of +/- 6 seconds.
 DV0209
 DV0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0209.The vertical order pertains to the NGVD 29 superseded value.
 DV0209
 DV0209.The geoid height was determined by GEOID03.
 DV0209
 DV0209;                    North         East    Units  Estimated Accuracy
 DV0209;SPC AZ C     -   282,990.      188,340.      MT  (+/- 180 meters Scaled)
 DV0209
 DV0209                          SUPERSEDED SURVEY CONTROL
 DV0209
 DV0209  NGVD 29 (??/??/92)  353.983  (m)         1161.36   (f) ADJ UNCH    2 0
 DV0209
 DV0209.Superseded values are not recommended for survey control.
 DV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0209.See file dsdata.txt to determine how the superseded data were derived.
 DV0209
 DV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC898131(NAD 83)
 DV0209_MARKER: X = CHISELED CROSS
 DV0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0209_SP_SET: CULVERT
 DV0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0209
 DV0209  HISTORY     - Date     Condition        Report By
 DV0209  HISTORY     - UNK      MONUMENTED       RBNF
 DV0209  HISTORY     - 1945     GOOD             NGS
 DV0209  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV0209
 DV0209                          STATION DESCRIPTION
 DV0209
 DV0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0209'1.1 MI N FROM GLENDALE.
 DV0209'1.1 MILES NORTH ALONG LATERAL NO. 18 FROM THE STATION AT GLENDALE, A
 DV0209'CHISELED CROSS CUT ON THE SOUTH END OF THE WEST HEADWALL OF IRRIGATION
 DV0209'DITCH CULVERT, 48 FEET SOUTH OF CENTER-LINE OF EAST-WEST ROAD, 16 FEET
 DV0209'WEST OF CENTER-LINE OF MAIN ROAD, 3.2 FEET NORTHEAST OF SOUTHWEST END
 DV0209'OF THE SOUTH WINGWALL, 1 FOOT ABOVE ROAD LEVEL.
 DV0209
 DV0209                          STATION RECOVERY (2008)
 DV0209
 DV0209'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0209'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0209'MARK. THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1750 ***********************************************************************
 DV1750  DESIGNATION -  1163.46
 DV1750  PID         -  DV1750
 DV1750  STATE/COUNTY-  AZ/MARICOPA
 DV1750  USGS QUAD   -  EL MIRAGE (1982)
 DV1750
 DV1750                         *CURRENT SURVEY CONTROL
 DV1750  ___________________________________________________________________
 DV1750* NAD 83(1986)-  33 36 36.     (N)    112 15 10.     (W)     SCALED    
 DV1750* NAVD 88     -       355.138  (meters)    1165.15   (feet)  ADJUSTED  
 DV1750  ___________________________________________________________________
 DV1750  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1750  DYNAMIC HT  -         354.728 (meters)    1163.80  (feet)  COMP
 DV1750  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV1750
 DV1750  VERT ORDER  -  SECOND    CLASS I
 DV1750
 DV1750.The horizontal coordinates were scaled from a topographic map and have
 DV1750.an estimated accuracy of +/- 6 seconds.
 DV1750
 DV1750.The orthometric height was determined by differential leveling
 DV1750.and adjusted in November 1993.
 DV1750
 DV1750.The geoid height was determined by GEOID03.
 DV1750
 DV1750.The dynamic height is computed by dividing the NAVD 88
 DV1750.geopotential number by the normal gravity value computed on the
 DV1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1750.degrees latitude (g = 980.6199 gals.).
 DV1750
 DV1750.The modeled gravity was interpolated from observed gravity values.
 DV1750
 DV1750;                    North         East    Units  Estimated Accuracy
 DV1750;SPC AZ C     -   289,450.      182,170.      MT  (+/- 180 meters Scaled)
 DV1750
 DV1750                          SUPERSEDED SURVEY CONTROL
 DV1750
 DV1750.No superseded survey control is available for this station.
 DV1750
 DV1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC837196(NAD 83)
 DV1750_MARKER: DB = BENCH MARK DISK
 DV1750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1750_SP_SET: CONCRETE ABUTMENT
 DV1750_STAMPING: 1163.46
 DV1750_MARK LOGO: AZ-013
 DV1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1750+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DV1750
 DV1750  HISTORY     - Date     Condition        Report By
 DV1750  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1750  HISTORY     - 1982     GOOD             AZDT
 DV1750  HISTORY     - 20020330 POOR             USPSQD
 DV1750  HISTORY     - 20051201 GOOD             USPSQD
 DV1750
 DV1750                          STATION DESCRIPTION
 DV1750
 DV1750'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1750'7.73 KM (4.8 MI) NORTH FROM PEORIA.
 DV1750'FROM OLIVE AVENUE AND 91ST AVENUE IN PEORIA TRAVEL WEST ALONG OLIVE
 DV1750'AVENUE FOR 1.0 MI (1.61 KM) TO 99TH AVENUE, THENCE NORTH FOR 3.0 MI
 DV1750'(4.83 KM) TO THUNDERBIRD ROAD, THENCE EAST FOR 0.8 MI (1.29 KM) AND
 DV1750'THE MARK ON THE SOUTHWEST CORNER OF BRIDGE, 6.0 FT (1.83 METERS) WEST
 DV1750'OF AN EXPANSION JOINT, 2.8 FT (0.85 METERS) ABOVE SIDEWALK ON HANDRAIL
 DV1750'ABOVE ABUTMENT, A STANDARD MARICOPA BRASS CAP.
 DV1750
 DV1750                          STATION RECOVERY (2002)
 DV1750
 DV1750'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1750'MARK RECOVERED IN POOR CONDITION.
 DV1750
 DV1750                          STATION RECOVERY (2005)
 DV1750
 DV1750'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV1750'RECOVERED AS DESCRIBED. IS IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1058 ***********************************************************************
 DA1058  DESIGNATION -  1165+00
 DA1058  PID         -  DA1058
 DA1058  STATE/COUNTY-  AZ/YUMA
 DA1058  USGS QUAD   -  TACNA (1982)
 DA1058
 DA1058                         *CURRENT SURVEY CONTROL
 DA1058  ___________________________________________________________________
 DA1058* NAD 83(1986)-  32 41 55.     (N)    113 56 31.     (W)     SCALED    
 DA1058* NAVD 88     -       106.590  (meters)     349.70   (feet)  ADJUSTED  
 DA1058  ___________________________________________________________________
 DA1058  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DA1058  DYNAMIC HT  -         106.467 (meters)     349.30  (feet)  COMP
 DA1058  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 DA1058
 DA1058  VERT ORDER  -  FIRST     CLASS II
 DA1058
 DA1058.The horizontal coordinates were scaled from a topographic map and have
 DA1058.an estimated accuracy of +/- 6 seconds.
 DA1058
 DA1058.The orthometric height was determined by differential leveling
 DA1058.and adjusted in June 1991.
 DA1058
 DA1058.The geoid height was determined by GEOID03.
 DA1058
 DA1058.The dynamic height is computed by dividing the NAVD 88
 DA1058.geopotential number by the normal gravity value computed on the
 DA1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1058.degrees latitude (g = 980.6199 gals.).
 DA1058
 DA1058.The modeled gravity was interpolated from observed gravity values.
 DA1058
 DA1058;                    North         East    Units  Estimated Accuracy
 DA1058;SPC AZ W     -   188,350.      195,360.      MT  (+/- 180 meters Scaled)
 DA1058
 DA1058                          SUPERSEDED SURVEY CONTROL
 DA1058
 DA1058.No superseded survey control is available for this station.
 DA1058
 DA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB241217(NAD 83)
 DA1058_MARKER: DD = SURVEY DISK
 DA1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1058_SP_SET: BRIDGE
 DA1058_STAMPING: 348.01 1165+00 1941
 DA1058_MARK LOGO: AZHD  
 DA1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1058
 DA1058  HISTORY     - Date     Condition        Report By
 DA1058  HISTORY     - 1941     MONUMENTED       AZHD
 DA1058  HISTORY     - 1952     GOOD             NGS
 DA1058  HISTORY     - 1981     GOOD             NGS
 DA1058  HISTORY     - 1981     GOOD             NGS
 DA1058  HISTORY     - 20090206 GOOD             GEOCAC
 DA1058
 DA1058                          STATION DESCRIPTION
 DA1058
 DA1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1058'11.2 MI E FROM WELLTON.
 DA1058'11.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1058'WATER TANK AT WELLTON, SET IN THE CENTER OF THE SOUTH RAIL OF A
 DA1058'HIGHWAY BRIDGE OVER A SMALL WASH, 0.6 MILES EAST OF RALPHS MILL AND
 DA1058'THE POST OFFICE BUILDING, 11.3 MILES WEST OF MOHAWK, 150 FEET NORTH OF
 DA1058'RAILROAD BRIDGE NO. 781.49, 18 FEET SOUTH OF THE CENTER LINE OF THE
 DA1058'HIGHWAY, AND 0.9 FOOT ABOVE THE HIGHWAY.
 DA1058
 DA1058                          STATION RECOVERY (1981)
 DA1058
 DA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1058'1.05 KM (0.65 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1058'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1058'HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1058'HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF TH NORTHEAST END  OF THE
 DA1058'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1058'HEADWALL.
 DA1058'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1058
 DA1058                          STATION RECOVERY (1981)
 DA1058
 DA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1058'1.05 KM (0.65 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1058'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1058'HIGHWAY BRIDGE, 5.2 M (17.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1058'HIGHWAY, 2.1 M (7.0 FT) SOUTHWEST OF TH NORTHEAST END  OF THE
 DA1058'HEADWALL, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1058'HEADWALL.
 DA1058'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1058
 DA1058                          STATION RECOVERY (2009)
 DA1058
 DA1058'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1058'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1058' 
 DA1058'OF N 32 41' 54.7 W 113 56' 34.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0070 ***********************************************************************
 CG0070  DESIGNATION -  1165+20
 CG0070  PID         -  CG0070
 CG0070  STATE/COUNTY-  AZ/COCHISE
 CG0070  USGS QUAD   -  MESCAL (1983)
 CG0070
 CG0070                         *CURRENT SURVEY CONTROL
 CG0070  ___________________________________________________________________
 CG0070* NAD 83(1986)-  31 57 46.     (N)    110 22 47.     (W)     SCALED    
 CG0070* NAVD 88     -      1270.141  (meters)    4167.12   (feet)  ADJUSTED  
 CG0070  ___________________________________________________________________
 CG0070  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0070  DYNAMIC HT  -        1268.232 (meters)    4160.86  (feet)  COMP
 CG0070  MODELED GRAV-     979,092.1   (mgal)                       NAVD 88
 CG0070  OBS GRAVITY -     979,088.2   (mgal)                       GRAV_OBS
 CG0070
 CG0070  VERT ORDER  -  FIRST     CLASS II
 CG0070
 CG0070.The horizontal coordinates were scaled from a topographic map and have
 CG0070.an estimated accuracy of +/- 6 seconds.
 CG0070
 CG0070.The orthometric height was determined by differential leveling
 CG0070.and adjusted in June 1991.
 CG0070
 CG0070.The geoid height was determined by GEOID03.
 CG0070
 CG0070.The dynamic height is computed by dividing the NAVD 88
 CG0070.geopotential number by the normal gravity value computed on the
 CG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0070.degrees latitude (g = 980.6199 gals.).
 CG0070
 CG0070.The modeled gravity was interpolated from observed gravity values.
 CG0070.The observed gravity was obtained from relative gravimeter ties
 CG0070.to the IGSN71 gravity network.
 CG0070
 CG0070;                    North         East    Units  Estimated Accuracy
 CG0070;SPC AZ E     -   106,760.      193,220.      MT  (+/- 180 meters Scaled)
 CG0070
 CG0070                          SUPERSEDED SURVEY CONTROL
 CG0070
 CG0070  NGVD 29 (??/??/92) 1269.308  (m)         4164.39   (f) ADJ UNCH    1 2
 CG0070
 CG0070.Superseded values are not recommended for survey control.
 CG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0070.See file dsdata.txt to determine how the superseded data were derived.
 CG0070
 CG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA586364(NAD 83)
 CG0070_MARKER: DD = SURVEY DISK
 CG0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0070_SP_SET: CULVERT
 CG0070_STAMPING: 1165-20 4165-77 1958
 CG0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0070
 CG0070  HISTORY     - Date     Condition        Report By
 CG0070  HISTORY     - 1958     MONUMENTED       AZHD
 CG0070  HISTORY     - 1960     GOOD             NGS
 CG0070  HISTORY     - 1979     GOOD             NGS
 CG0070
 CG0070                          STATION DESCRIPTION
 CG0070
 CG0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0070'5.3 MI W FROM BENSON.
 CG0070'5.3 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0070'80, 34 FEET SOUTH OF CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY,
 CG0070'4 FEET LOWER THAN HIGHWAY, SET IN SOUTH HEADWALL.
 CG0070
 CG0070                          STATION RECOVERY (1979)
 CG0070
 CG0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0070'4.8 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0070'OVERPASS AT BENSON, AT A DOUBLE 6- BY 8-FOOT BOX CULVERT, IN THE TOP
 CG0070'CENTER OF THE SOUTH HEADWALL, 34 FEET SOUTH OF THE CENTERLINE OF THE
 CG0070'EASTBOUND TRAFFIC LANES.
 CG0070'THE MARK IS 4 FT BELOW EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0054 ***********************************************************************
 EU0054  DESIGNATION -  1169.69
 EU0054  PID         -  EU0054
 EU0054  STATE/COUNTY-  AZ/MOHAVE
 EU0054  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0054
 EU0054                         *CURRENT SURVEY CONTROL
 EU0054  ___________________________________________________________________
 EU0054* NAD 83(1986)-  34 44 13.     (N)    114 15 02.     (W)     SCALED    
 EU0054* NAVD 88     -       357.17   (+/-2cm)    1171.8    (feet)  VERTCON   
 EU0054  ___________________________________________________________________
 EU0054  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EU0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0054
 EU0054.The horizontal coordinates were scaled from a topographic map and have
 EU0054.an estimated accuracy of +/- 6 seconds.
 EU0054
 EU0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0054.The vertical order pertains to the NGVD 29 superseded value.
 EU0054
 EU0054.The geoid height was determined by GEOID03.
 EU0054
 EU0054;                    North         East    Units  Estimated Accuracy
 EU0054;SPC AZ W     -   414,520.      167,520.      MT  (+/- 180 meters Scaled)
 EU0054
 EU0054                          SUPERSEDED SURVEY CONTROL
 EU0054
 EU0054  NGVD 29 (??/??/??)  356.479  (m)         1169.55   (f) ADJUSTED    2 0
 EU0054
 EU0054.Superseded values are not recommended for survey control.
 EU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0054.See file dsdata.txt to determine how the superseded data were derived.
 EU0054
 EU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU517473(NAD 83)
 EU0054_MARKER: DD = SURVEY DISK
 EU0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0054_SP_SET: BRIDGE CURB
 EU0054_STAMPING: 1169.69 719X3850 1951
 EU0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0054
 EU0054  HISTORY     - Date     Condition        Report By
 EU0054  HISTORY     - 1951     MONUMENTED       AZHD
 EU0054  HISTORY     - 1961     GOOD             NGS
 EU0054  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0054
 EU0054                          STATION DESCRIPTION
 EU0054
 EU0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0054'12.5 MI SW FROM YUCCA.
 EU0054'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0054'YUCCA, THENCE 12.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0054'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE CURB OF A 110
 EU0054'FOOT CONCRETE BRIDGE OVER FRANCONIA WASH, 15 FEET SOUTH-SOUTHWEST
 EU0054'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE
 EU0054'THE LEVEL OF THE HIGHWAY.
 EU0054
 EU0054                          STATION RECOVERY (1981)
 EU0054
 EU0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0054'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0446 ***********************************************************************
 CY0446  DESIGNATION -  117
 CY0446  PID         -  CY0446
 CY0446  STATE/COUNTY-  AZ/COCHISE
 CY0446  USGS QUAD   -  LUZENA (1979)
 CY0446
 CY0446                         *CURRENT SURVEY CONTROL
 CY0446  ___________________________________________________________________
 CY0446* NAD 83(1986)-  32 21 05.     (N)    109 35 12.     (W)     SCALED    
 CY0446* NAVD 88     -      1209.92   (+/-2cm)    3969.5    (feet)  VERTCON   
 CY0446  ___________________________________________________________________
 CY0446  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0446  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0446
 CY0446.The horizontal coordinates were scaled from a topographic map and have
 CY0446.an estimated accuracy of +/- 6 seconds.
 CY0446
 CY0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0446.The vertical order pertains to the NGVD 29 superseded value.
 CY0446
 CY0446.The geoid height was determined by GEOID03.
 CY0446
 CY0446;                    North         East    Units  Estimated Accuracy
 CY0446;SPC AZ E     -   149,980.      267,950.      MT  (+/- 180 meters Scaled)
 CY0446
 CY0446                          SUPERSEDED SURVEY CONTROL
 CY0446
 CY0446  NGVD 29 (??/??/92) 1209.117  (m)         3966.91   (f) ADJ UNCH    1 2
 CY0446
 CY0446.Superseded values are not recommended for survey control.
 CY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0446.See file dsdata.txt to determine how the superseded data were derived.
 CY0446
 CY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA329802(NAD 83)
 CY0446_MARKER: P = PIPE CAP
 CY0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0446_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0446_STAMPING: 117 H 1907
 CY0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0446
 CY0446  HISTORY     - Date     Condition        Report By
 CY0446  HISTORY     - 1907     MONUMENTED       USGS
 CY0446  HISTORY     - 1952     GOOD             NGS
 CY0446
 CY0446                          STATION DESCRIPTION
 CY0446
 CY0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0446'6.05 MI W FROM BOWIE.
 CY0446'6.05 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0446'STATION AT BOWIE, 0.4 MILE EAST OF MILEPOLE 1092, 0.15 MILE EAST OF A
 CY0446'CULVERT, 103.0 FEET NORTH OF THE NORTH RAIL, 78 1/2 FEET NORTHEAST OF
 CY0446'A POWER POLE MARKED WITH WHITE PAINTED BLAZE AND ARROW, 5.0 FEET SOUTH
 CY0446'OF THE CENTER LINE OF A TRACK ROAD, 2.9 FEET NORTH OF A FENCE, 2.0
 CY0446'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN
 CY0446'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.6 FOOT ABOVE THE
 CY0446'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5881 ***********************************************************************
 DJ5881  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5881  DESIGNATION -  117
 DJ5881  PID         -  DJ5881
 DJ5881  STATE/COUNTY-  AZ/MARICOPA
 DJ5881  USGS QUAD   -  TOLLESON (1982)
 DJ5881
 DJ5881                         *CURRENT SURVEY CONTROL
 DJ5881  ___________________________________________________________________
 DJ5881* NAD 83(2007)-  33 28 42.78412(N)    112 18 23.92501(W)     ADJUSTED  
 DJ5881* NAVD 88     -       307.95   (meters)    1010.3    (feet)  GPS OBS   
 DJ5881  ___________________________________________________________________
 DJ5881  EPOCH DATE  -        2007.00
 DJ5881  X           -  -2,021,408.461 (meters)                     COMP
 DJ5881  Y           -  -4,927,075.180 (meters)                     COMP
 DJ5881  Z           -   3,498,503.379 (meters)                     COMP
 DJ5881  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DJ5881  ELLIP HEIGHT-         277.577 (meters)          (03/21/07) ADJUSTED
 DJ5881  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DJ5881  HORZ ORDER  -  FIRST
 DJ5881  ELLP ORDER  -  FOURTH    CLASS I
 DJ5881
 DJ5881.The horizontal coordinates were established by GPS observations
 DJ5881.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5881
 DJ5881.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5881.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5881.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5881.The epoch date for horizontal control is a decimal equivalence
 DJ5881.of Year/Month/Day.
 DJ5881
 DJ5881.The orthometric height was determined by GPS observations and a
 DJ5881.high-resolution geoid model.
 DJ5881.The orthometric height was determined by GPS observations and a
 DJ5881.high-resolution geoid model using precise GPS observation and
 DJ5881.processing techniques.
 DJ5881
 DJ5881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5881
 DJ5881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5881
 DJ5881.The ellipsoidal height was determined by GPS observations
 DJ5881.and is referenced to NAD 83.
 DJ5881
 DJ5881.The geoid height was determined by GEOID03.
 DJ5881
 DJ5881;                    North         East     Units Scale Factor Converg.
 DJ5881;SPC AZ C     -   274,889.772   177,116.723   MT  0.99991619   -0 12 54.4
 DJ5881;SPC AZ C     -   901,869.33    581,091.61   iFT  0.99991619   -0 12 54.4
 DJ5881;UTM  12      - 3,705,104.909   378,597.635   MT  0.99978171   -0 43 15.1
 DJ5881
 DJ5881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5881!SPC AZ C     -   0.99995642  x   0.99991619  =   0.99987262
 DJ5881!UTM  12      -   0.99995642  x   0.99978171  =   0.99973814
 DJ5881
 DJ5881                          SUPERSEDED SURVEY CONTROL
 DJ5881
 DJ5881.No superseded survey control is available for this station.
 DJ5881
 DJ5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7859805105(NAD 83)
 DJ5881_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5881_STAMPING: NO STAMPING
 DJ5881_MARK LOGO: AZ-013
 DJ5881_PROJECTION: RECESSED 12 CENTIMETERS
 DJ5881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5881+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5881
 DJ5881  HISTORY     - Date     Condition        Report By
 DJ5881  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5881  HISTORY     - 20061107 GOOD             EVANS
 DJ5881
 DJ5881                          STATION DESCRIPTION
 DJ5881
 DJ5881'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5881'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5881'NORTH ON AVONDALE BOULEVARD 2.13KM TO THOMAS ROAD.  STATION IS A
 DJ5881'MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS DISK, NO STAMPING, IN A
 DJ5881'CONCRETE POST IN A WATER VALVE HAND HOLE, RECESSED 12CM, FOUND AT THE
 DJ5881'INTERSECTION OF AVONDALE BOULEVARD AND THOMAS ROAD. (GDACS CORNER
 DJ5881'23110-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1814 ***********************************************************************
 DV1814  DESIGNATION -  117 A
 DV1814  PID         -  DV1814
 DV1814  STATE/COUNTY-  AZ/MARICOPA
 DV1814  USGS QUAD   -  UNION HILLS (1981)
 DV1814
 DV1814                         *CURRENT SURVEY CONTROL
 DV1814  ___________________________________________________________________
 DV1814* NAD 83(1986)-  33 40 05.     (N)    112 05 30.     (W)     SCALED    
 DV1814* NAVD 88     -       430.353  (meters)    1411.92   (feet)  ADJUSTED  
 DV1814  ___________________________________________________________________
 DV1814  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DV1814  DYNAMIC HT  -         429.850 (meters)    1410.27  (feet)  COMP
 DV1814  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 DV1814
 DV1814  VERT ORDER  -  SECOND    CLASS I
 DV1814
 DV1814.The horizontal coordinates were scaled from a topographic map and have
 DV1814.an estimated accuracy of +/- 6 seconds.
 DV1814
 DV1814.The orthometric height was determined by differential leveling
 DV1814.and adjusted in November 1993.
 DV1814
 DV1814.The geoid height was determined by GEOID03.
 DV1814
 DV1814.The dynamic height is computed by dividing the NAVD 88
 DV1814.geopotential number by the normal gravity value computed on the
 DV1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1814.degrees latitude (g = 980.6199 gals.).
 DV1814
 DV1814.The modeled gravity was interpolated from observed gravity values.
 DV1814
 DV1814;                    North         East    Units  Estimated Accuracy
 DV1814;SPC AZ C     -   295,850.      197,130.      MT  (+/- 180 meters Scaled)
 DV1814
 DV1814                          SUPERSEDED SURVEY CONTROL
 DV1814
 DV1814.No superseded survey control is available for this station.
 DV1814
 DV1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987258(NAD 83)
 DV1814_MARKER: DB = BENCH MARK DISK
 DV1814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1814_SP_SET: CONCRETE CURB
 DV1814_STAMPING: 117 A
 DV1814_MARK LOGO: AZDT  
 DV1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1814
 DV1814  HISTORY     - Date     Condition        Report By
 DV1814  HISTORY     - UNK      MONUMENTED       AZDT
 DV1814  HISTORY     - 1984     GOOD             AZDT
 DV1814
 DV1814                          STATION DESCRIPTION
 DV1814
 DV1814'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1814'IN PHOENIX.
 DV1814'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1814'TRAVEL EAST ALONG BEARDSLY ROAD FOR 2.01 KM (1.25 MI) TO 15TH AVENUE,
 DV1814'THENCE SOUTH ON 15TH AVENUE FOR 76.20 METERS (250.0 FT) TO THE MARK ON
 DV1814'THE LEFT, 6.37 METERS (20.9 FT) EAST OF CENTERLINE OF 15TH AVENUE AT
 DV1814'THE JUNCTION OF MENADOTA DRIVE, 3.47 METERS (11.4 FT) WEST OF
 DV1814'NORTHWEST CORNER OF WIRE-MESH-FENCE AROUND A SCHOOL YARD, 11.22 METERS
 DV1814'(36.8 FT) SOUTH OF A POWER POLE, AND A STANDARD AZDT ALUMINUM CAP
 DV1814'EPOXIED ON THE EAST CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1830 ***********************************************************************
 DV1830  DESIGNATION -  117 B
 DV1830  PID         -  DV1830
 DV1830  STATE/COUNTY-  AZ/MARICOPA
 DV1830  USGS QUAD   -  UNION HILLS (1981)
 DV1830
 DV1830                         *CURRENT SURVEY CONTROL
 DV1830  ___________________________________________________________________
 DV1830* NAD 83(1986)-  33 40 10.     (N)    112 01 20.     (W)     SCALED    
 DV1830* NAVD 88     -       458.077  (meters)    1502.87   (feet)  ADJUSTED  
 DV1830  ___________________________________________________________________
 DV1830  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV1830  DYNAMIC HT  -         457.541 (meters)    1501.12  (feet)  COMP
 DV1830  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV1830
 DV1830  VERT ORDER  -  SECOND    CLASS I
 DV1830
 DV1830.The horizontal coordinates were scaled from a topographic map and have
 DV1830.an estimated accuracy of +/- 6 seconds.
 DV1830
 DV1830.The orthometric height was determined by differential leveling
 DV1830.and adjusted in November 1993.
 DV1830
 DV1830.The geoid height was determined by GEOID03.
 DV1830
 DV1830.The dynamic height is computed by dividing the NAVD 88
 DV1830.geopotential number by the normal gravity value computed on the
 DV1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1830.degrees latitude (g = 980.6199 gals.).
 DV1830
 DV1830.The modeled gravity was interpolated from observed gravity values.
 DV1830
 DV1830;                    North         East    Units  Estimated Accuracy
 DV1830;SPC AZ C     -   296,000.      203,570.      MT  (+/- 180 meters Scaled)
 DV1830
 DV1830                          SUPERSEDED SURVEY CONTROL
 DV1830
 DV1830.No superseded survey control is available for this station.
 DV1830
 DV1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC052259(NAD 83)
 DV1830_MARKER: DB = BENCH MARK DISK
 DV1830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1830_SP_SET: CONCRETE HEADWALL
 DV1830_STAMPING: 117 B 1983
 DV1830_MARK LOGO: AZDT  
 DV1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1830+STABILITY: SURFACE MOTION
 DV1830
 DV1830  HISTORY     - Date     Condition        Report By
 DV1830  HISTORY     - 1983     MONUMENTED       AZDT
 DV1830  HISTORY     - 1984     GOOD             AZDT
 DV1830  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DV1830  HISTORY     - 20070822 MARK NOT FOUND   GEOCAC
 DV1830
 DV1830                          STATION DESCRIPTION
 DV1830
 DV1830'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1830'IN PHOENIX.
 DV1830'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1830'TRAVEL EAST ALONG BEARDSLY ROAD FOR 8.553 KM (5.30 MI) TO THE MARK ON
 DV1830'THE LEFT, 7.21 METERS (23.65 FT) NORTH OF CENTERLINE OF ROAD,
 DV1830'16.8 METERS (55.2 FT) NORTHEAST OF POWER POLE PS174719, 48.74 METERS
 DV1830'(151.9 FT) WEST OF THE INTERSECTION OF 29TH STREET, AND AN AZDT
 DV1830'ALUMINUM CAP EPOXIED ON A HEADWALL.
 DV1830
 DV1830                          STATION RECOVERY (2004)
 DV1830
 DV1830'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1830'MARK NOT FOUND.
 DV1830
 DV1830                          STATION RECOVERY (2007)
 DV1830
 DV1830'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1830'THERE IS NO HEADWALL AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0609 ***********************************************************************
 ER0609  DESIGNATION -  117 BKC
 ER0609  PID         -  ER0609
 ER0609  STATE/COUNTY-  AZ/APACHE
 ER0609  USGS QUAD   -  MESA PARADA (1971)
 ER0609
 ER0609                         *CURRENT SURVEY CONTROL
 ER0609  ___________________________________________________________________
 ER0609* NAD 83(1986)-  34 26 46.     (N)    109 04 57.     (W)     SCALED    
 ER0609* NAVD 88     -      1924.397  (meters)    6313.63   (feet)  ADJUSTED  
 ER0609  ___________________________________________________________________
 ER0609  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 ER0609  DYNAMIC HT  -        1921.491 (meters)    6304.09  (feet)  COMP
 ER0609  MODELED GRAV-     979,057.3   (mgal)                       NAVD 88
 ER0609
 ER0609  VERT ORDER  -  SECOND    CLASS 0
 ER0609
 ER0609.The horizontal coordinates were scaled from a topographic map and have
 ER0609.an estimated accuracy of +/- 6 seconds.
 ER0609
 ER0609.The orthometric height was determined by differential leveling
 ER0609.and adjusted in June 1991.
 ER0609
 ER0609.The geoid height was determined by GEOID03.
 ER0609
 ER0609.The dynamic height is computed by dividing the NAVD 88
 ER0609.geopotential number by the normal gravity value computed on the
 ER0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0609.degrees latitude (g = 980.6199 gals.).
 ER0609
 ER0609.The modeled gravity was interpolated from observed gravity values.
 ER0609
 ER0609;                    North         East    Units  Estimated Accuracy
 ER0609;SPC AZ E     -   382,670.      312,990.      MT  (+/- 180 meters Scaled)
 ER0609
 ER0609                          SUPERSEDED SURVEY CONTROL
 ER0609
 ER0609.No superseded survey control is available for this station.
 ER0609
 ER0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD761132(NAD 83)
 ER0609_MARKER: DB = BENCH MARK DISK
 ER0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0609_SP_SET: COPPER-CLAD STEEL ROD
 ER0609_STAMPING: 117 BKC 1968 6314
 ER0609_MARK LOGO: USGS  
 ER0609_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0609+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0609
 ER0609  HISTORY     - Date     Condition        Report By
 ER0609  HISTORY     - 1968     MONUMENTED       USGS
 ER0609
 ER0609                          STATION DESCRIPTION
 ER0609
 ER0609'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0609'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0609'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0609'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 46 FEET WEST OF THE ROAD,
 ER0609'3.5 FEET EAST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0609'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1749 ***********************************************************************
 DU1749  DESIGNATION -  117 C
 DU1749  PID         -  DU1749
 DU1749  STATE/COUNTY-  AZ/MARICOPA
 DU1749  USGS QUAD   -  CURRYS CORNER (1982)
 DU1749
 DU1749                         *CURRENT SURVEY CONTROL
 DU1749  ___________________________________________________________________
 DU1749* NAD 83(1986)-  33 39 50.     (N)    111 58 39.     (W)     SCALED    
 DU1749* NAVD 88     -       466.442  (meters)    1530.32   (feet)  ADJUSTED  
 DU1749  ___________________________________________________________________
 DU1749  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1749  DYNAMIC HT  -         465.887 (meters)    1528.50  (feet)  COMP
 DU1749  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 DU1749
 DU1749  VERT ORDER  -  SECOND    CLASS I
 DU1749
 DU1749.The horizontal coordinates were scaled from a topographic map and have
 DU1749.an estimated accuracy of +/- 6 seconds.
 DU1749
 DU1749.The orthometric height was determined by differential leveling
 DU1749.and adjusted in November 1993.
 DU1749
 DU1749.The geoid height was determined by GEOID03.
 DU1749
 DU1749.The dynamic height is computed by dividing the NAVD 88
 DU1749.geopotential number by the normal gravity value computed on the
 DU1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1749.degrees latitude (g = 980.6199 gals.).
 DU1749
 DU1749.The modeled gravity was interpolated from observed gravity values.
 DU1749
 DU1749;                    North         East    Units  Estimated Accuracy
 DU1749;SPC AZ C     -   295,380.      207,720.      MT  (+/- 180 meters Scaled)
 DU1749
 DU1749                          SUPERSEDED SURVEY CONTROL
 DU1749
 DU1749.No superseded survey control is available for this station.
 DU1749
 DU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC093253(NAD 83)
 DU1749_MARKER: DB = BENCH MARK DISK
 DU1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1749_SP_SET: CONCRETE POST
 DU1749_STAMPING: 117 C 1983
 DU1749_MARK LOGO: AZDT  
 DU1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1749+STABILITY: SURFACE MOTION
 DU1749
 DU1749  HISTORY     - Date     Condition        Report By
 DU1749  HISTORY     - 1983     MONUMENTED       AZDT
 DU1749  HISTORY     - 1984     GOOD             AZDT
 DU1749  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1749  HISTORY     - 20061019 MARK NOT FOUND   GEOCAC
 DU1749
 DU1749                          STATION DESCRIPTION
 DU1749
 DU1749'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1749'IN PHOENIX.
 DU1749'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1749'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1749'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1749'FENCE OF THE CANAL FOR 5.84 KM (3.63 MI) TO TATUM BOULEVARD AND THE
 DU1749'BRIDGE OVER THE CANAL, AND THE MARK IS AN ALUMINUM CAP EPOXIED OVER
 DU1749'THE SOUTHEAST ABUTEMENT ON A SLOPING CONCRETE RAIL ABOUT 0.305 METERS
 DU1749'(1.0 FT) ABOVE THE TOP OF DECK.
 DU1749
 DU1749                          STATION RECOVERY (2004)
 DU1749
 DU1749'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1749'MARK NOT FOUND.
 DU1749
 DU1749                          STATION RECOVERY (2006)
 DU1749
 DU1749'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1749'THE SOUTHEAST CORNER OF THE BRIDGE RAILING HAS BEEN MODIFIED/UPGRADED
 DU1749'TO PREVENT OUT-OF-CONTROL VEHICLES FROM CAREENING INTO THE CANAL. THE
 DU1749'MARK WAS APPARENTLY DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1776 ***********************************************************************
 DU1776  DESIGNATION -  117 D
 DU1776  PID         -  DU1776
 DU1776  STATE/COUNTY-  AZ/MARICOPA
 DU1776  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1776
 DU1776                         *CURRENT SURVEY CONTROL
 DU1776  ___________________________________________________________________
 DU1776* NAD 83(1986)-  33 34 43.     (N)    111 54 28.     (W)     SCALED    
 DU1776* NAVD 88     -       411.216  (meters)    1349.13   (feet)  ADJUSTED  
 DU1776  ___________________________________________________________________
 DU1776  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1776  DYNAMIC HT  -         410.732 (meters)    1347.54  (feet)  COMP
 DU1776  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 DU1776
 DU1776  VERT ORDER  -  SECOND    CLASS I
 DU1776
 DU1776.The horizontal coordinates were scaled from a topographic map and have
 DU1776.an estimated accuracy of +/- 6 seconds.
 DU1776
 DU1776.The orthometric height was determined by differential leveling
 DU1776.and adjusted in November 1993.
 DU1776
 DU1776.The geoid height was determined by GEOID03.
 DU1776
 DU1776.The dynamic height is computed by dividing the NAVD 88
 DU1776.geopotential number by the normal gravity value computed on the
 DU1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1776.degrees latitude (g = 980.6199 gals.).
 DU1776
 DU1776.The modeled gravity was interpolated from observed gravity values.
 DU1776
 DU1776;                    North         East    Units  Estimated Accuracy
 DU1776;SPC AZ C     -   285,920.      214,190.      MT  (+/- 180 meters Scaled)
 DU1776
 DU1776                          SUPERSEDED SURVEY CONTROL
 DU1776
 DU1776.No superseded survey control is available for this station.
 DU1776
 DU1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC157158(NAD 83)
 DU1776_MARKER: DD = SURVEY DISK
 DU1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1776_SP_SET: CONCRETE POST
 DU1776_MARK LOGO: AZ0420
 DU1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1776+STABILITY: SURFACE MOTION
 DU1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1776+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 DU1776
 DU1776  HISTORY     - Date     Condition        Report By
 DU1776  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1776  HISTORY     - 1984     GOOD             AZDT
 DU1776  HISTORY     - 20070416 GOOD             GEOCAC
 DU1776
 DU1776                          STATION DESCRIPTION
 DU1776
 DU1776'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1776'IN SCOTTSDALE.
 DU1776'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1776'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 5.475 KM
 DU1776'(3.40 MI) TO SHEA BOULEVARD, THENCE WEST ALONG SHEA FOR 1.61 KM (1.0
 DU1776'MI) TO HAYDEN ROAD, THENCE SOUTH ALONG HAYDEN FOR 0.403 KM (0.25 MI)
 DU1776'TO THE MARK AT THE INTERSECTION OF GOLD DUST AVENUE, 24.963 METERS
 DU1776'(81.9 FT) SOUTHEAST OF A STREET SIGN ON THE NORTHWEST CORNER, 23.561
 DU1776'METERS (77.30 FT) SOUTHWEST OF METAL LIGHT POLE 1788, 12.055 METERS
 DU1776'39.55 FT) NORTH OF A WATERVALVE HANDHOLE COVER, AND A BRASS CAP FLUSH
 DU1776'WITH PAVEMENT.  NOTE--THE MARK IS NOT STAMPED.
 DU1776
 DU1776                          STATION RECOVERY (2007)
 DU1776
 DU1776'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0581 ***********************************************************************
 ER0581  DESIGNATION -  117 DOR
 ER0581  PID         -  ER0581
 ER0581  STATE/COUNTY-  AZ/APACHE
 ER0581  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0581
 ER0581                         *CURRENT SURVEY CONTROL
 ER0581  ___________________________________________________________________
 ER0581* NAD 83(1986)-  34 41 20.     (N)    109 24 13.     (W)     SCALED    
 ER0581* NAVD 88     -      1712.060  (meters)    5616.98   (feet)  ADJUSTED  
 ER0581  ___________________________________________________________________
 ER0581  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0581  DYNAMIC HT  -        1709.617 (meters)    5608.97  (feet)  COMP
 ER0581  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 ER0581
 ER0581  VERT ORDER  -  SECOND    CLASS II
 ER0581
 ER0581.The horizontal coordinates were scaled from a topographic map and have
 ER0581.an estimated accuracy of +/- 6 seconds.
 ER0581
 ER0581.The orthometric height was determined by differential leveling
 ER0581.and adjusted in June 1991.
 ER0581
 ER0581.The geoid height was determined by GEOID03.
 ER0581
 ER0581.The dynamic height is computed by dividing the NAVD 88
 ER0581.geopotential number by the normal gravity value computed on the
 ER0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0581.degrees latitude (g = 980.6199 gals.).
 ER0581
 ER0581.The modeled gravity was interpolated from observed gravity values.
 ER0581
 ER0581;                    North         East    Units  Estimated Accuracy
 ER0581;SPC AZ E     -   409,330.      283,270.      MT  (+/- 180 meters Scaled)
 ER0581
 ER0581                          SUPERSEDED SURVEY CONTROL
 ER0581
 ER0581  NGVD 29 (??/??/92) 1711.21   (m)         5614.2    (f) COMPUTED    2 2
 ER0581
 ER0581.Superseded values are not recommended for survey control.
 ER0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0581.See file dsdata.txt to determine how the superseded data were derived.
 ER0581
 ER0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD462397(NAD 83)
 ER0581_MARKER: DB = BENCH MARK DISK
 ER0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0581_SP_SET: CONCRETE POST
 ER0581_STAMPING: 117 DOR 1972 5614
 ER0581_MARK LOGO: USGS  
 ER0581_PROJECTION: PROJECTING 18 CENTIMETERS
 ER0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0581+STABILITY: SURFACE MOTION
 ER0581
 ER0581  HISTORY     - Date     Condition        Report By
 ER0581  HISTORY     - 1972     MONUMENTED       USGS
 ER0581
 ER0581                          STATION DESCRIPTION
 ER0581
 ER0581'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0581'41.4 KM (25.70 MI) NORTH FROM ST JOHNS.
 ER0581'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0581'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0581'TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE ROAD TO
 ER0581'NAVAJO TO A T-ROAD EAST, THENCE 5.5 EAST TO JUST SOUTH OF A SANDSTONE
 ER0581'LEDGE, ABOUT 50 EAST OF A USBLM CADASTRAL SURVEY BRASS CAP STAMPED
 ER0581'-T15N R28E S19 S20 S30 S29 1963-, AND 6 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0464 ***********************************************************************
 GQ0464  DESIGNATION -  117 DOR
 GQ0464  PID         -  GQ0464
 GQ0464  STATE/COUNTY-  AZ/MOHAVE
 GQ0464  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0464
 GQ0464                         *CURRENT SURVEY CONTROL
 GQ0464  ___________________________________________________________________
 GQ0464* NAD 83(1986)-  36 36 55.     (N)    113 25 21.     (W)     SCALED    
 GQ0464* NAVD 88     -      1542.800  (meters)    5061.67   (feet)  POSTED    
 GQ0464  ___________________________________________________________________
 GQ0464  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 GQ0464  DYNAMIC HT  -        1541.010 (meters)    5055.80  (feet)  COMP
 GQ0464  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 GQ0464
 GQ0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0464
 GQ0464.The horizontal coordinates were scaled from a topographic map and have
 GQ0464.an estimated accuracy of +/- 6 seconds.
 GQ0464
 GQ0464.The orthometric height was determined by differential leveling
 GQ0464.and adjusted by the  in 1992.
 GQ0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0464.rate of 0.0 thru 1.0 mm/km.
 GQ0464
 GQ0464.The geoid height was determined by GEOID03.
 GQ0464
 GQ0464.The dynamic height is computed by dividing the NAVD 88
 GQ0464.geopotential number by the normal gravity value computed on the
 GQ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0464.degrees latitude (g = 980.6199 gals.).
 GQ0464
 GQ0464.The modeled gravity was interpolated from observed gravity values.
 GQ0464
 GQ0464;                    North         East    Units  Estimated Accuracy
 GQ0464;SPC AZ W     -   622,850.      242,660.      MT  (+/- 180 meters Scaled)
 GQ0464
 GQ0464                          SUPERSEDED SURVEY CONTROL
 GQ0464
 GQ0464.No superseded survey control is available for this station.
 GQ0464
 GQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF833549(NAD 83)
 GQ0464_MARKER: DB = BENCH MARK DISK
 GQ0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0464_SP_SET: COPPER-CLAD STEEL ROD
 GQ0464_STAMPING: 117 DOR 1970 5059
 GQ0464_MARK LOGO: USGS  
 GQ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0464
 GQ0464  HISTORY     - Date     Condition        Report By
 GQ0464  HISTORY     - 1970     MONUMENTED       USGS
 GQ0464
 GQ0464                          STATION DESCRIPTION
 GQ0464
 GQ0464'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0464'65.0 KM (40.40 MI) SSE FROM ST GEORGE UT.
 GQ0464'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0464'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0464'ROAD TO THE ARIZONA STATE LINE, CONTINUE 33.7 MILES SOUTH ALONG MT.
 GQ0464'TRUMBULL ROAD, 0.3 MILES NORTHEAST OF A CORRAL, 115 FEET EAST OF THE
 GQ0464'ROAD, 36 FEET WEST OF A 6 BY 6 FOOT SQUARE BOULDER.  ROD DEPTH
 GQ0464'UNKNOWN.
 GQ0464'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0464'THE MARK IS 8.1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0686 ***********************************************************************
 GP0686  DESIGNATION -  117 DOR
 GP0686  PID         -  GP0686
 GP0686  STATE/COUNTY-  AZ/NAVAJO
 GP0686  USGS QUAD   -  SHONTO NW (1980)
 GP0686
 GP0686                         *CURRENT SURVEY CONTROL
 GP0686  ___________________________________________________________________
 GP0686* NAD 83(1986)-  36 42 14.     (N)    110 42 44.     (W)     SCALED    
 GP0686* NAVD 88     -      2142.364  (meters)    7028.74   (feet)  ADJUSTED  
 GP0686  ___________________________________________________________________
 GP0686  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 GP0686  DYNAMIC HT  -        2139.635 (meters)    7019.79  (feet)  COMP
 GP0686  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 GP0686
 GP0686  VERT ORDER  -  SECOND    CLASS 0
 GP0686
 GP0686.The horizontal coordinates were scaled from a topographic map and have
 GP0686.an estimated accuracy of +/- 6 seconds.
 GP0686
 GP0686.The orthometric height was determined by differential leveling
 GP0686.and adjusted in June 1991.
 GP0686
 GP0686.The geoid height was determined by GEOID03.
 GP0686
 GP0686.The dynamic height is computed by dividing the NAVD 88
 GP0686.geopotential number by the normal gravity value computed on the
 GP0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0686.degrees latitude (g = 980.6199 gals.).
 GP0686
 GP0686.The modeled gravity was interpolated from observed gravity values.
 GP0686
 GP0686;                    North         East    Units  Estimated Accuracy
 GP0686;SPC AZ E     -   632,750.      164,620.      MT  (+/- 180 meters Scaled)
 GP0686
 GP0686                          SUPERSEDED SURVEY CONTROL
 GP0686
 GP0686.No superseded survey control is available for this station.
 GP0686
 GP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF257620(NAD 83)
 GP0686_MARKER: DB = BENCH MARK DISK
 GP0686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0686_SP_SET: COPPER-CLAD STEEL ROD
 GP0686_STAMPING: 117 DOR 1969 7025
 GP0686_MARK LOGO: USGS  
 GP0686_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0686+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0686
 GP0686  HISTORY     - Date     Condition        Report By
 GP0686  HISTORY     - 1969     MONUMENTED       USGS
 GP0686
 GP0686                          STATION DESCRIPTION
 GP0686
 GP0686'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0686'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0686'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0686'NORTH, THENCE 24.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0686'MOUNTAIN ROAD, 60 FEET SOUTHEAST OF THE ROAD, 2 FEET WEST OF A
 GP0686'WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0686'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1777 ***********************************************************************
 DU1777  DESIGNATION -  117 E
 DU1777  PID         -  DU1777
 DU1777  STATE/COUNTY-  AZ/MARICOPA
 DU1777  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1777
 DU1777                         *CURRENT SURVEY CONTROL
 DU1777  ___________________________________________________________________
 DU1777* NAD 83(1986)-  33 34 19.     (N)    111 54 18.     (W)     SCALED    
 DU1777* NAVD 88     -       409.456  (meters)    1343.36   (feet)  ADJUSTED  
 DU1777  ___________________________________________________________________
 DU1777  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1777  DYNAMIC HT  -         408.974 (meters)    1341.78  (feet)  COMP
 DU1777  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 DU1777
 DU1777  VERT ORDER  -  SECOND    CLASS I
 DU1777
 DU1777.The horizontal coordinates were scaled from a topographic map and have
 DU1777.an estimated accuracy of +/- 6 seconds.
 DU1777
 DU1777.The orthometric height was determined by differential leveling
 DU1777.and adjusted in November 1993.
 DU1777
 DU1777.The geoid height was determined by GEOID03.
 DU1777
 DU1777.The dynamic height is computed by dividing the NAVD 88
 DU1777.geopotential number by the normal gravity value computed on the
 DU1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1777.degrees latitude (g = 980.6199 gals.).
 DU1777
 DU1777.The modeled gravity was interpolated from observed gravity values.
 DU1777
 DU1777;                    North         East    Units  Estimated Accuracy
 DU1777;SPC AZ C     -   285,180.      214,440.      MT  (+/- 180 meters Scaled)
 DU1777
 DU1777                          SUPERSEDED SURVEY CONTROL
 DU1777
 DU1777.No superseded survey control is available for this station.
 DU1777
 DU1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC160150(NAD 83)
 DU1777_MARKER: DD = SURVEY DISK
 DU1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1777_SP_SET: CONCRETE POST
 DU1777_MARK LOGO: AZ0420
 DU1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1777+STABILITY: SURFACE MOTION
 DU1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1777+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 DU1777
 DU1777  HISTORY     - Date     Condition        Report By
 DU1777  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1777  HISTORY     - 1984     GOOD             AZDT
 DU1777  HISTORY     - 20070416 GOOD             GEOCAC
 DU1777
 DU1777                          STATION DESCRIPTION
 DU1777
 DU1777'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1777'IN SCOTTSDALE.
 DU1777'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1777'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 1.127 KM (0.7 MI) TO
 DU1777'THE MARK AT THE INTERSECTION OF ARABIAN TRAIL, 10.958 METERS
 DU1777'(35.95 FT) NORTH OF STREET SIGN IN THE MEDIAN ISLAND, 5.029 METERS
 DU1777'(16.50 FT) NORTHWEST OF A SEWER MANHOLE COVER, 22.601 METERS
 DU1777'(74.15 FT) WEST OF METAL LIGHT POLE 1370, AND A BRASS CAP FLUSH.
 DU1777'NOTE--THE MARK IS NOT STAMPED.
 DU1777
 DU1777                          STATION RECOVERY (2007)
 DU1777
 DU1777'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1778 ***********************************************************************
 DU1778  DESIGNATION -  117 F
 DU1778  PID         -  DU1778
 DU1778  STATE/COUNTY-  AZ/MARICOPA
 DU1778  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1778
 DU1778                         *CURRENT SURVEY CONTROL
 DU1778  ___________________________________________________________________
 DU1778* NAD 83(1986)-  33 34 01.     (N)    111 54 12.     (W)     SCALED    
 DU1778* NAVD 88     -       406.986  (meters)    1335.25   (feet)  ADJUSTED  
 DU1778  ___________________________________________________________________
 DU1778  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1778  DYNAMIC HT  -         406.507 (meters)    1333.68  (feet)  COMP
 DU1778  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 DU1778
 DU1778  VERT ORDER  -  SECOND    CLASS I
 DU1778
 DU1778.The horizontal coordinates were scaled from a topographic map and have
 DU1778.an estimated accuracy of +/- 6 seconds.
 DU1778
 DU1778.The orthometric height was determined by differential leveling
 DU1778.and adjusted in November 1993.
 DU1778
 DU1778.The geoid height was determined by GEOID03.
 DU1778
 DU1778.The dynamic height is computed by dividing the NAVD 88
 DU1778.geopotential number by the normal gravity value computed on the
 DU1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1778.degrees latitude (g = 980.6199 gals.).
 DU1778
 DU1778.The modeled gravity was interpolated from observed gravity values.
 DU1778
 DU1778;                    North         East    Units  Estimated Accuracy
 DU1778;SPC AZ C     -   284,630.      214,600.      MT  (+/- 180 meters Scaled)
 DU1778
 DU1778                          SUPERSEDED SURVEY CONTROL
 DU1778
 DU1778.No superseded survey control is available for this station.
 DU1778
 DU1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC161145(NAD 83)
 DU1778_MARKER: DD = SURVEY DISK
 DU1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1778_SP_SET: CONCRETE POST
 DU1778_STAMPING: 117 F
 DU1778_MARK LOGO: AZ0420
 DU1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1778+STABILITY: SURFACE MOTION
 DU1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1778+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 DU1778
 DU1778  HISTORY     - Date     Condition        Report By
 DU1778  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1778  HISTORY     - 1984     GOOD             AZDT
 DU1778  HISTORY     - 19990301 GOOD             NGS
 DU1778  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 DU1778  HISTORY     - 20031222 MARK NOT FOUND   USPSQD
 DU1778  HISTORY     - 20070416 GOOD             GEOCAC
 DU1778
 DU1778                          STATION DESCRIPTION
 DU1778
 DU1778'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1778'IN SCOTTSDALE.
 DU1778'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1778'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 1.691 KM (1.05 MI) TO
 DU1778'THE MARK AT THE INTERSECTION OF VIA LINDA, 10.561 METERS (34.65 FT)
 DU1778'NORTH OF A METAL SIGNAL LIGHT POLE IN MEDIAN ISLAND, 12.36 METERS
 DU1778'(40.55 FT) SOUTH OF METAL SIGNAL LIGHT POLE ON NORTH MEDIAN ISLAND,
 DU1778'4.115 METERS (13.50 FT) NORTHWEST OF THE CENTER OF A SEWER MANHOLE
 DU1778'COVER, AND A BRASS CAP FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1778
 DU1778                          STATION RECOVERY (1999)
 DU1778
 DU1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1778'IN SCOTTSDALE, AT THE INTERSECTION OF VIA LINDA AND HAYDEN ROAD, NEAR
 DU1778'THE CENTER OF THE INTERSECTION, 10.0 M (32.8 FT) EAST OF THE CENTER OF
 DU1778'THE SOUTHBOUND LANES OF THE ROAD, 9.5 M (31.2 FT) WEST OF THE CENTER
 DU1778'OF THE NORTHBOUND LANES OF THE ROAD, 4.1 M (13.5 FT) NORTHWEST OF THE
 DU1778'CENTER OF A MANHOLE COVER, ON THE CENTER OF VIA LINDA, AND THE
 DU1778'MONUMENT IS FLUSH WITH AND SURROUNDED BY THE ROAD SURFACE.  NOTE--THE
 DU1778'MARK IS ON ROAD RIGHT-OF-WAY.
 DU1778
 DU1778                          STATION RECOVERY (2003)
 DU1778
 DU1778'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1778'MARK NOT FOUND.
 DU1778
 DU1778                          STATION RECOVERY (2003)
 DU1778
 DU1778'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1778'MARK WAS NOT RECOVERED.
 DU1778
 DU1778                          STATION RECOVERY (2007)
 DU1778
 DU1778'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1779 ***********************************************************************
 DU1779  DESIGNATION -  117 G
 DU1779  PID         -  DU1779
 DU1779  STATE/COUNTY-  AZ/MARICOPA
 DU1779  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1779
 DU1779                         *CURRENT SURVEY CONTROL
 DU1779  ___________________________________________________________________
 DU1779* NAD 83(1986)-  33 33 43.     (N)    111 53 57.     (W)     SCALED    
 DU1779* NAVD 88     -       404.098  (meters)    1325.78   (feet)  ADJUSTED  
 DU1779  ___________________________________________________________________
 DU1779  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU1779  DYNAMIC HT  -         403.623 (meters)    1324.22  (feet)  COMP
 DU1779  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 DU1779
 DU1779  VERT ORDER  -  SECOND    CLASS I
 DU1779
 DU1779.The horizontal coordinates were scaled from a topographic map and have
 DU1779.an estimated accuracy of +/- 6 seconds.
 DU1779
 DU1779.The orthometric height was determined by differential leveling
 DU1779.and adjusted in November 1993.
 DU1779
 DU1779.The geoid height was determined by GEOID03.
 DU1779
 DU1779.The dynamic height is computed by dividing the NAVD 88
 DU1779.geopotential number by the normal gravity value computed on the
 DU1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1779.degrees latitude (g = 980.6199 gals.).
 DU1779
 DU1779.The modeled gravity was interpolated from observed gravity values.
 DU1779
 DU1779;                    North         East    Units  Estimated Accuracy
 DU1779;SPC AZ C     -   284,070.      214,990.      MT  (+/- 180 meters Scaled)
 DU1779
 DU1779                          SUPERSEDED SURVEY CONTROL
 DU1779
 DU1779.No superseded survey control is available for this station.
 DU1779
 DU1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC165139(NAD 83)
 DU1779_MARKER: DD = SURVEY DISK
 DU1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1779_SP_SET: CONCRETE POST
 DU1779_MARK LOGO: AZ0420
 DU1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1779+STABILITY: SURFACE MOTION
 DU1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1779+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 DU1779
 DU1779  HISTORY     - Date     Condition        Report By
 DU1779  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1779  HISTORY     - 1984     GOOD             AZDT
 DU1779  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1779  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 DU1779  HISTORY     - 20031222 MARK NOT FOUND   USPSQD
 DU1779  HISTORY     - 20070416 GOOD             GEOCAC
 DU1779
 DU1779                          STATION DESCRIPTION
 DU1779
 DU1779'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1779'IN SCOTTSDALE.
 DU1779'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1779'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 2.496 KM (1.55 MI) TO
 DU1779'THE MARK, AT THE INTERSECTION OF DEL CADENA, 3.993 METERS (13.10 FT)
 DU1779'NORTH OF THE CENTER OF A SEWER MANHOLE COVER, 25.299 METERS (83.0 FT)
 DU1779'SOUTHEAST OF A FIRE HYDRANT, AND A BRASS CAP FLUSH.  NOTE--THE MARK IS
 DU1779'NOT STAMPED.
 DU1779
 DU1779                          STATION RECOVERY (1999)
 DU1779
 DU1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1779'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1779'IN PLACE UNDER PAVEMENT.
 DU1779
 DU1779                          STATION RECOVERY (2003)
 DU1779
 DU1779'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1779'MARK NOT FOUND.
 DU1779
 DU1779                          STATION RECOVERY (2003)
 DU1779
 DU1779'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 DU1779'MARK WAS NOT RECOVERED.
 DU1779
 DU1779                          STATION RECOVERY (2007)
 DU1779
 DU1779'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1780 ***********************************************************************
 DU1780  DESIGNATION -  117 H
 DU1780  PID         -  DU1780
 DU1780  STATE/COUNTY-  AZ/MARICOPA
 DU1780  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1780
 DU1780                         *CURRENT SURVEY CONTROL
 DU1780  ___________________________________________________________________
 DU1780* NAD 83(1986)-  33 33 16.     (N)    111 53 56.     (W)     SCALED    
 DU1780* NAVD 88     -       398.849  (meters)    1308.56   (feet)  ADJUSTED  
 DU1780  ___________________________________________________________________
 DU1780  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1780  DYNAMIC HT  -         398.380 (meters)    1307.02  (feet)  COMP
 DU1780  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 DU1780
 DU1780  VERT ORDER  -  SECOND    CLASS I
 DU1780
 DU1780.The horizontal coordinates were scaled from a topographic map and have
 DU1780.an estimated accuracy of +/- 6 seconds.
 DU1780
 DU1780.The orthometric height was determined by differential leveling
 DU1780.and adjusted in November 1993.
 DU1780
 DU1780.The geoid height was determined by GEOID03.
 DU1780
 DU1780.The dynamic height is computed by dividing the NAVD 88
 DU1780.geopotential number by the normal gravity value computed on the
 DU1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1780.degrees latitude (g = 980.6199 gals.).
 DU1780
 DU1780.The modeled gravity was interpolated from observed gravity values.
 DU1780
 DU1780;                    North         East    Units  Estimated Accuracy
 DU1780;SPC AZ C     -   283,240.      215,010.      MT  (+/- 180 meters Scaled)
 DU1780
 DU1780                          SUPERSEDED SURVEY CONTROL
 DU1780
 DU1780.No superseded survey control is available for this station.
 DU1780
 DU1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC165131(NAD 83)
 DU1780_MARKER: DD = SURVEY DISK
 DU1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1780_SP_SET: CONCRETE POST
 DU1780_MARK LOGO: AZ0420
 DU1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1780+STABILITY: SURFACE MOTION
 DU1780
 DU1780  HISTORY     - Date     Condition        Report By
 DU1780  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1780  HISTORY     - 1984     GOOD             AZDT
 DU1780  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1780  HISTORY     - 20070416 POOR             GEOCAC
 DU1780
 DU1780                          STATION DESCRIPTION
 DU1780
 DU1780'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1780'IN SCOTTSDALE.
 DU1780'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1780'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 3.462 KM (2.15 MI) TO
 DU1780'THE MARK AT THE INTERSECTION OF VIA VENTURA, 17.07 METERS (56.0 FT)
 DU1780'SOUTH OF TRAFFIC LIGHT POLE IN THE NORTH MEDIAN, 16.15 METERS (53.0
 DU1780'FT) NORTH OF TRAFFIC LIGHT POLE IN THE SOUTH MEDIAN, 3.06 METERS (10.1
 DU1780'FT) SOUTHWEST OF CENTER OF SEWER MANHOLE COVER, AND A BRASS CAP FLUSH.
 DU1780'NOTE--THE MARK IS NOT STAMPED.
 DU1780
 DU1780                          STATION RECOVERY (1999)
 DU1780
 DU1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1780'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1780'IN PLACE UNDER PAVEMENT.
 DU1780
 DU1780                          STATION RECOVERY (2007)
 DU1780
 DU1780'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1780'THE DISKLESS STEM WAS FOUND IN A HOLE AT THE CENTER OF THE
 DU1780'INTERSECTION. AS THIS MARK WAS ADJUSTED FOR ALTITUDE, IT MUST BE
 DU1780'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1781 ***********************************************************************
 DU1781  DESIGNATION -  117 I
 DU1781  PID         -  DU1781
 DU1781  STATE/COUNTY-  AZ/MARICOPA
 DU1781  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1781
 DU1781                         *CURRENT SURVEY CONTROL
 DU1781  ___________________________________________________________________
 DU1781* NAD 83(1986)-  33 32 59.     (N)    111 54 03.     (W)     SCALED    
 DU1781* NAVD 88     -       396.140  (meters)    1299.67   (feet)  ADJUSTED  
 DU1781  ___________________________________________________________________
 DU1781  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1781  DYNAMIC HT  -         395.674 (meters)    1298.14  (feet)  COMP
 DU1781  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 DU1781
 DU1781  VERT ORDER  -  SECOND    CLASS I
 DU1781
 DU1781.The horizontal coordinates were scaled from a topographic map and have
 DU1781.an estimated accuracy of +/- 6 seconds.
 DU1781
 DU1781.The orthometric height was determined by differential leveling
 DU1781.and adjusted in November 1993.
 DU1781
 DU1781.The geoid height was determined by GEOID03.
 DU1781
 DU1781.The dynamic height is computed by dividing the NAVD 88
 DU1781.geopotential number by the normal gravity value computed on the
 DU1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1781.degrees latitude (g = 980.6199 gals.).
 DU1781
 DU1781.The modeled gravity was interpolated from observed gravity values.
 DU1781
 DU1781;                    North         East    Units  Estimated Accuracy
 DU1781;SPC AZ C     -   282,720.      214,830.      MT  (+/- 180 meters Scaled)
 DU1781
 DU1781                          SUPERSEDED SURVEY CONTROL
 DU1781
 DU1781.No superseded survey control is available for this station.
 DU1781
 DU1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC163125(NAD 83)
 DU1781_MARKER: DD = SURVEY DISK
 DU1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1781_SP_SET: CONCRETE POST
 DU1781_MARK LOGO: AZ0420
 DU1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1781+STABILITY: SURFACE MOTION
 DU1781
 DU1781  HISTORY     - Date     Condition        Report By
 DU1781  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1781  HISTORY     - 1984     GOOD             AZDT
 DU1781  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1781  HISTORY     - 20070416 MARK NOT FOUND   GEOCAC
 DU1781
 DU1781                          STATION DESCRIPTION
 DU1781
 DU1781'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1781'IN SCOTTSDALE.
 DU1781'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1781'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 4.02 KM (2.5 MI) TO
 DU1781'PLEASANT RUN AND THE MARK AT THE INTERSECTION, 5.49 METERS (18.0 FT)
 DU1781'SOUTH OF THE CENTER OF A SEWER MANHOLE COVER, 23.68 METERS (77.7 FT)
 DU1781'NORTHEAST OF A FIRE HYDRANT, 21.03 METERS (69.0 FT) SOUTEAST OF A
 DU1781'STREET SIGN THAT SAYS HAYDEN RD. - E. PLEASANT RUN, AND A BRASS CAP
 DU1781'FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1781
 DU1781                          STATION RECOVERY (1999)
 DU1781
 DU1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1781'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1781'IN PLACE UNDER PAVEMENT.
 DU1781
 DU1781                          STATION RECOVERY (2007)
 DU1781
 DU1781'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1781'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU1781'MARK. THE MARK MAY STILL BE IN PLACE UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1782 ***********************************************************************
 DU1782  DESIGNATION -  117 J
 DU1782  PID         -  DU1782
 DU1782  STATE/COUNTY-  AZ/MARICOPA
 DU1782  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1782
 DU1782                         *CURRENT SURVEY CONTROL
 DU1782  ___________________________________________________________________
 DU1782* NAD 83(1986)-  33 32 52.     (N)    111 54 12.     (W)     SCALED    
 DU1782* NAVD 88     -       394.826  (meters)    1295.36   (feet)  ADJUSTED  
 DU1782  ___________________________________________________________________
 DU1782  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1782  DYNAMIC HT  -         394.363 (meters)    1293.84  (feet)  COMP
 DU1782  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 DU1782
 DU1782  VERT ORDER  -  SECOND    CLASS I
 DU1782
 DU1782.The horizontal coordinates were scaled from a topographic map and have
 DU1782.an estimated accuracy of +/- 6 seconds.
 DU1782
 DU1782.The orthometric height was determined by differential leveling
 DU1782.and adjusted in November 1993.
 DU1782
 DU1782.The geoid height was determined by GEOID03.
 DU1782
 DU1782.The dynamic height is computed by dividing the NAVD 88
 DU1782.geopotential number by the normal gravity value computed on the
 DU1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1782.degrees latitude (g = 980.6199 gals.).
 DU1782
 DU1782.The modeled gravity was interpolated from observed gravity values.
 DU1782
 DU1782;                    North         East    Units  Estimated Accuracy
 DU1782;SPC AZ C     -   282,500.      214,600.      MT  (+/- 180 meters Scaled)
 DU1782
 DU1782                          SUPERSEDED SURVEY CONTROL
 DU1782
 DU1782.No superseded survey control is available for this station.
 DU1782
 DU1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC161123(NAD 83)
 DU1782_MARKER: DD = SURVEY DISK
 DU1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1782_SP_SET: CONCRETE POST
 DU1782_MARK LOGO: AZ0420
 DU1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1782+STABILITY: SURFACE MOTION
 DU1782
 DU1782  HISTORY     - Date     Condition        Report By
 DU1782  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1782  HISTORY     - 1984     GOOD             AZDT
 DU1782  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1782  HISTORY     - 20070416 MARK NOT FOUND   GEOCAC
 DU1782
 DU1782                          STATION DESCRIPTION
 DU1782
 DU1782'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1782'IN SCOTTSDALE.
 DU1782'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1782'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 4.35 KM (2.7 MI) TO LOS
 DU1782'LIBROS AND THE MARK AT THE INTERSECTION, 30.48 METERS (100.0 FT)
 DU1782'SOUTHEAST OF LIGHT POLE 1014, 4.724 METERS (15.5 FT) NORTWEST OF THE
 DU1782'CENTER OF A SEWER MANHOLE COVER, 21.96 METERS (72.0 FT) NORTHEAST OF
 DU1782'STREET SIGN THAT SAYS N.HAYDEN RD - VIA DE LOS LIBROS, AND A BRASS CAP
 DU1782'FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1782
 DU1782                          STATION RECOVERY (1999)
 DU1782
 DU1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1782'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1782'IN PLACE UNDER PAVEMENT.
 DU1782
 DU1782                          STATION RECOVERY (2007)
 DU1782
 DU1782'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1782'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU1782'MARK. THE MARK MAY STILL BE IN PLACE UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1783 ***********************************************************************
 DU1783  DESIGNATION -  117 K
 DU1783  PID         -  DU1783
 DU1783  STATE/COUNTY-  AZ/MARICOPA
 DU1783  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1783
 DU1783                         *CURRENT SURVEY CONTROL
 DU1783  ___________________________________________________________________
 DU1783* NAD 83(1986)-  33 32 31.     (N)    111 54 31.     (W)     SCALED    
 DU1783* NAVD 88     -       392.188  (meters)    1286.70   (feet)  ADJUSTED  
 DU1783  ___________________________________________________________________
 DU1783  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU1783  DYNAMIC HT  -         391.729 (meters)    1285.20  (feet)  COMP
 DU1783  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 DU1783
 DU1783  VERT ORDER  -  SECOND    CLASS I
 DU1783
 DU1783.The horizontal coordinates were scaled from a topographic map and have
 DU1783.an estimated accuracy of +/- 6 seconds.
 DU1783
 DU1783.The orthometric height was determined by differential leveling
 DU1783.and adjusted in November 1993.
 DU1783
 DU1783.The geoid height was determined by GEOID03.
 DU1783
 DU1783.The dynamic height is computed by dividing the NAVD 88
 DU1783.geopotential number by the normal gravity value computed on the
 DU1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1783.degrees latitude (g = 980.6199 gals.).
 DU1783
 DU1783.The modeled gravity was interpolated from observed gravity values.
 DU1783
 DU1783;                    North         East    Units  Estimated Accuracy
 DU1783;SPC AZ C     -   281,850.      214,110.      MT  (+/- 180 meters Scaled)
 DU1783
 DU1783                          SUPERSEDED SURVEY CONTROL
 DU1783
 DU1783.No superseded survey control is available for this station.
 DU1783
 DU1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC156117(NAD 83)
 DU1783_MARKER: DD = SURVEY DISK
 DU1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1783_SP_SET: CONCRETE POST
 DU1783_MARK LOGO: AZ0420
 DU1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1783+STABILITY: SURFACE MOTION
 DU1783
 DU1783  HISTORY     - Date     Condition        Report By
 DU1783  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1783  HISTORY     - 1984     GOOD             AZDT
 DU1783  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1783  HISTORY     - 20070416 MARK NOT FOUND   GEOCAC
 DU1783
 DU1783                          STATION DESCRIPTION
 DU1783
 DU1783'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1783'IN SCOTTSDALE.
 DU1783'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1783'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 5.233 KM (3.25 MI) TO
 DU1783'VIA CAMELLO AND THE MARK AT THE INTERSECTION, 23.47 METERS (77.0 FT)
 DU1783'NORTHEAST OF LIGHT POLE 1045, 21.82 METERS (71.6 FT) SOUTHEAST OF
 DU1783'LIGHT POLE 1046, 25.28 METERS (82.95 FT) NORTHWEST OF A FIRE HYDRANT,
 DU1783'AND A BRASS CAP FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1783
 DU1783                          STATION RECOVERY (1999)
 DU1783
 DU1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1783'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  IT MAY STILL BE
 DU1783'IN PLACE UNDER PAVEMENT.
 DU1783
 DU1783                          STATION RECOVERY (2007)
 DU1783
 DU1783'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1783'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU1783'MARK. THE MARK MAY STILL BE IN PLACE UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1784 ***********************************************************************
 DU1784  DESIGNATION -  117 L
 DU1784  PID         -  DU1784
 DU1784  STATE/COUNTY-  AZ/MARICOPA
 DU1784  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1784
 DU1784                         *CURRENT SURVEY CONTROL
 DU1784  ___________________________________________________________________
 DU1784* NAD 83(1986)-  33 31 54.     (N)    111 54 32.     (W)     SCALED    
 DU1784* NAVD 88     -       390.191  (meters)    1280.15   (feet)  ADJUSTED  
 DU1784  ___________________________________________________________________
 DU1784  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1784  DYNAMIC HT  -         389.734 (meters)    1278.65  (feet)  COMP
 DU1784  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 DU1784
 DU1784  VERT ORDER  -  SECOND    CLASS I
 DU1784
 DU1784.The horizontal coordinates were scaled from a topographic map and have
 DU1784.an estimated accuracy of +/- 6 seconds.
 DU1784
 DU1784.The orthometric height was determined by differential leveling
 DU1784.and adjusted in November 1993.
 DU1784
 DU1784.The geoid height was determined by GEOID03.
 DU1784
 DU1784.The dynamic height is computed by dividing the NAVD 88
 DU1784.geopotential number by the normal gravity value computed on the
 DU1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1784.degrees latitude (g = 980.6199 gals.).
 DU1784
 DU1784.The modeled gravity was interpolated from observed gravity values.
 DU1784
 DU1784;                    North         East    Units  Estimated Accuracy
 DU1784;SPC AZ C     -   280,710.      214,080.      MT  (+/- 180 meters Scaled)
 DU1784
 DU1784                          SUPERSEDED SURVEY CONTROL
 DU1784
 DU1784.No superseded survey control is available for this station.
 DU1784
 DU1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC156106(NAD 83)
 DU1784_MARKER: DD = SURVEY DISK
 DU1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1784_SP_SET: CONCRETE POST
 DU1784_MARK LOGO: AZ0420
 DU1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1784+STABILITY: SURFACE MOTION
 DU1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1784+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DU1784
 DU1784  HISTORY     - Date     Condition        Report By
 DU1784  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1784  HISTORY     - 1984     GOOD             AZDT
 DU1784  HISTORY     - 20061025 GOOD             GEOCAC
 DU1784
 DU1784                          STATION DESCRIPTION
 DU1784
 DU1784'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1784'IN SCOTTSDALE.
 DU1784'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1784'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 6.279 KM (3.90 MI) TO
 DU1784'LINCOLN DRIVE AND THE MARK AT THE INTERSECTION, 22.07 METERS (77.4 FT)
 DU1784'SOUTHWEST OF POLE 27519, 23.84 METERS (78.2 FT) NORTHEAST OF LIGHT
 DU1784'POLE 28360, 18.10 METERS (59.40 FT) TO THE CENTER OF A SEWER MANHOLE,
 DU1784'AND A BRASS CAP FLUSH.  NOTE--THE MARK IS NOT STAMPED.
 DU1784
 DU1784                          STATION RECOVERY (2006)
 DU1784
 DU1784'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0559 ***********************************************************************
 DU0559  DESIGNATION -  117+88.69
 DU0559  PID         -  DU0559
 DU0559  STATE/COUNTY-  AZ/PINAL
 DU0559  USGS QUAD   -  FLORENCE (1981)
 DU0559
 DU0559                         *CURRENT SURVEY CONTROL
 DU0559  ___________________________________________________________________
 DU0559* NAD 83(1986)-  33 07 05.     (N)    111 29 11.     (W)     SCALED    
 DU0559* NAVD 88     -       462.75   (+/-2cm)    1518.2    (feet)  VERTCON   
 DU0559  ___________________________________________________________________
 DU0559  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0559  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0559
 DU0559.The horizontal coordinates were scaled from a topographic map and have
 DU0559.an estimated accuracy of +/- 6 seconds.
 DU0559
 DU0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0559.The vertical order pertains to the NGVD 29 superseded value.
 DU0559
 DU0559.The geoid height was determined by GEOID03.
 DU0559
 DU0559;                    North         East    Units  Estimated Accuracy
 DU0559;SPC AZ C     -   234,930.      253,510.      MT  (+/- 180 meters Scaled)
 DU0559
 DU0559                          SUPERSEDED SURVEY CONTROL
 DU0559
 DU0559  NGVD 29 (??/??/92)  462.242  (m)         1516.54   (f) ADJ UNCH    1 2
 DU0559
 DU0559.Superseded values are not recommended for survey control.
 DU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0559.See file dsdata.txt to determine how the superseded data were derived.
 DU0559
 DU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB546644(NAD 83)
 DU0559_MARKER: DD = SURVEY DISK
 DU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0559_STAMPING: 117+88.69 1961
 DU0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0559+STABILITY: SURFACE MOTION
 DU0559
 DU0559  HISTORY     - Date     Condition        Report By
 DU0559  HISTORY     - 1961     MONUMENTED       AZHD
 DU0559  HISTORY     - 1967     GOOD             NGS
 DU0559  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0559  HISTORY     - 20071226 MARK NOT FOUND   GEOCAC
 DU0559
 DU0559                          STATION DESCRIPTION
 DU0559
 DU0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0559'1.2 MI SE FROM MAGMA.
 DU0559'ABOUT 1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0559'STATION SIGN AT MAGMA, IN S 1, T 4 S, R 8 E, 104 FEET SOUTHWEST OF THE
 DU0559'CENTER OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 102 FEET
 DU0559'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 41 FEET SOUTH OF THE
 DU0559'CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST OF A POWER POLE, 6 1/2 FEET
 DU0559'NORTHWEST OF A FENCE CORNER, 0.8 FOOT EAST OF A METAL WITNESS POST,
 DU0559'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 DU0559'CONCRETE POST PROJECTING 2 INCHES.
 DU0559
 DU0559                          STATION RECOVERY (1992)
 DU0559
 DU0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0559'MARK NOT FOUND.
 DU0559
 DU0559                          STATION RECOVERY (2007)
 DU0559
 DU0559'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0559'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0559'MARK. THERE IS NOW A ROAD SOUTH AT THE DESCRIBED LOCATION PARALLELING
 DU0559'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2333 ***********************************************************************
 DU2333  DESIGNATION -  1173.24
 DU2333  PID         -  DU2333
 DU2333  STATE/COUNTY-  AZ/MARICOPA
 DU2333  USGS QUAD   -  TEMPE (1982)
 DU2333
 DU2333                         *CURRENT SURVEY CONTROL
 DU2333  ___________________________________________________________________
 DU2333* NAD 83(1986)-  33 24 27.     (N)    111 55 20.     (W)     SCALED    
 DU2333* NAVD 88     -       358.053  (meters)    1174.71   (feet)  ADJUSTED  
 DU2333  ___________________________________________________________________
 DU2333  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2333  DYNAMIC HT  -         357.640 (meters)    1173.36  (feet)  COMP
 DU2333  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DU2333
 DU2333  VERT ORDER  -  FIRST     CLASS II
 DU2333
 DU2333.The horizontal coordinates were scaled from a topographic map and have
 DU2333.an estimated accuracy of +/- 6 seconds.
 DU2333
 DU2333.The orthometric height was determined by differential leveling
 DU2333.and adjusted in November 1993.
 DU2333
 DU2333.The geoid height was determined by GEOID03.
 DU2333
 DU2333.The dynamic height is computed by dividing the NAVD 88
 DU2333.geopotential number by the normal gravity value computed on the
 DU2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2333.degrees latitude (g = 980.6199 gals.).
 DU2333
 DU2333.The modeled gravity was interpolated from observed gravity values.
 DU2333
 DU2333;                    North         East    Units  Estimated Accuracy
 DU2333;SPC AZ C     -   266,940.      212,840.      MT  (+/- 180 meters Scaled)
 DU2333
 DU2333                          SUPERSEDED SURVEY CONTROL
 DU2333
 DU2333.No superseded survey control is available for this station.
 DU2333
 DU2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB142968(NAD 83)
 DU2333_MARKER: DD = SURVEY DISK
 DU2333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU2333_SP_SET: SIDEWALK
 DU2333_STAMPING: 1173.24 1972
 DU2333_MARK LOGO: AZHD  
 DU2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2333+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1992
 DU2333
 DU2333  HISTORY     - Date     Condition        Report By
 DU2333  HISTORY     - 1972     MONUMENTED       AZHD
 DU2333  HISTORY     - 19920302 GOOD             NGS
 DU2333  HISTORY     - 20070709 MARK NOT FOUND   GEOCAC
 DU2333
 DU2333                          STATION DESCRIPTION
 DU2333
 DU2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2333'IN TEMPE, AT THE INTERSECTION OF EAST BROADWAY AND TERRACE ROADS, IN
 DU2333'A CONCRETE SIDEWALK ALONG THE NORTH SIDE OF BROADWAY, 9.1 M (29.9 FT)
 DU2333'WEST OF THE SOUTH END OF A CHAIN-LINK FENCE, 4.7 M (15.4 FT) EAST OF
 DU2333'THE CENTERLINE OF AN EXIT FROM TERRACE ROAD, 1.8 M (5.9 FT) NORTH OF
 DU2333'THE NORTH CURB OF BROADWAY, 1.6 M (5.2 FT) SOUTHEAST OF A TRAFFIC
 DU2333'SIGNAL, 0.3 M (1.0 FT) SOUTH OF THE NORTH EDGE OF THE SIDEWALK, AND
 DU2333'0.1 M (0.3 FT) ABOVE THE LEVEL OF THE ROADS.
 DU2333
 DU2333                          STATION RECOVERY (2007)
 DU2333
 DU2333'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2333'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2333'MARK. THE SIDEWALK HERE IS STAMPED 2002. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0335 ***********************************************************************
 DV0335  DESIGNATION -  1175
 DV0335  PID         -  DV0335
 DV0335  STATE/COUNTY-  AZ/PINAL
 DV0335  USGS QUAD   -  MARICOPA (1978)
 DV0335
 DV0335                         *CURRENT SURVEY CONTROL
 DV0335  ___________________________________________________________________
 DV0335* NAD 83(1986)-  33 03 24.     (N)    112 02 58.     (W)     SCALED    
 DV0335* NAVD 88     -       358.67   (+/-2cm)    1176.7    (feet)  VERTCON   
 DV0335  ___________________________________________________________________
 DV0335  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0335
 DV0335.The horizontal coordinates were scaled from a topographic map and have
 DV0335.an estimated accuracy of +/- 6 seconds.
 DV0335
 DV0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0335.The vertical order pertains to the NGVD 29 superseded value.
 DV0335
 DV0335.The geoid height was determined by GEOID03.
 DV0335
 DV0335;                    North         East    Units  Estimated Accuracy
 DV0335;SPC AZ C     -   228,040.      200,960.      MT  (+/- 180 meters Scaled)
 DV0335
 DV0335                          SUPERSEDED SURVEY CONTROL
 DV0335
 DV0335  NGVD 29 (??/??/92)  358.155  (m)         1175.05   (f) ADJ UNCH    2 0
 DV0335
 DV0335.Superseded values are not recommended for survey control.
 DV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0335.See file dsdata.txt to determine how the superseded data were derived.
 DV0335
 DV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB020580(NAD 83)
 DV0335_MARKER: P = PIPE CAP
 DV0335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0335_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0335_STAMPING: 1175 PHNX
 DV0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0335
 DV0335  HISTORY     - Date     Condition        Report By
 DV0335  HISTORY     - UNK      MONUMENTED       USGS
 DV0335  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0335  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 DV0335
 DV0335                          STATION DESCRIPTION
 DV0335
 DV0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0335'IN MARICOPA.
 DV0335'AT MARIANA, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 400
 DV0335'FEET NORTHWEST OF THE STATION, 150 FEET SOUTHEAST OF THE SOUTHEAST
 DV0335'CORNER OF THE PUMPHOUSE AT THE WATER-SOFTENING PLANT, 60 FEET
 DV0335'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET EAST OF A
 DV0335'HYDRANT BOX.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DV0335'1175 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DV0335
 DV0335                          STATION RECOVERY (2007)
 DV0335
 DV0335'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0335'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0335'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0603 ***********************************************************************
 CY0603  DESIGNATION -  1175
 CY0603  PID         -  CY0603
 CY0603  STATE/COUNTY-  AZ/COCHISE
 CY0603  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0603
 CY0603                         *CURRENT SURVEY CONTROL
 CY0603  ___________________________________________________________________
 CY0603* NAD 83(1986)-  32 08 33.     (N)    109 59 55.     (W)     SCALED    
 CY0603* NAVD 88     -      1363.369  (meters)    4472.99   (feet)  ADJUSTED  
 CY0603  ___________________________________________________________________
 CY0603  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY0603  DYNAMIC HT  -        1361.307 (meters)    4466.22  (feet)  COMP
 CY0603  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 CY0603
 CY0603  VERT ORDER  -  FIRST     CLASS II
 CY0603
 CY0603.The horizontal coordinates were scaled from a topographic map and have
 CY0603.an estimated accuracy of +/- 6 seconds.
 CY0603
 CY0603.The orthometric height was determined by differential leveling
 CY0603.and adjusted in June 1991.
 CY0603
 CY0603.The geoid height was determined by GEOID03.
 CY0603
 CY0603.The dynamic height is computed by dividing the NAVD 88
 CY0603.geopotential number by the normal gravity value computed on the
 CY0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0603.degrees latitude (g = 980.6199 gals.).
 CY0603
 CY0603.The modeled gravity was interpolated from observed gravity values.
 CY0603
 CY0603;                    North         East    Units  Estimated Accuracy
 CY0603;SPC AZ E     -   126,680.      229,210.      MT  (+/- 180 meters Scaled)
 CY0603
 CY0603                          SUPERSEDED SURVEY CONTROL
 CY0603
 CY0603.No superseded survey control is available for this station.
 CY0603
 CY0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA944566(NAD 83)
 CY0603_MARKER: DB = BENCH MARK DISK
 CY0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0603_STAMPING: 1175+ 4471.09
 CY0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0603
 CY0603  HISTORY     - Date     Condition        Report By
 CY0603  HISTORY     - UNK      MONUMENTED       AZHD
 CY0603  HISTORY     - 1979     GOOD             NGS
 CY0603
 CY0603                          STATION DESCRIPTION
 CY0603
 CY0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0603'37.9 KM NE FROM BENSON.
 CY0603'37.9 KILOMETERS (23.55 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0603'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT A 3-CHANNEL BOX
 CY0603'CULVERT, IN TOP OF THE SOUTHEAST HEADWALL, 10.5 METERS (34.5 FEET)
 CY0603'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 2.4 METERS
 CY0603'(7.9 FEET) NORTHEAST OF THE SOUTHWEST END AND 0.2 KILOMETER (0.1
 CY0603'MILE) SOUTHWEST OF MILE POST 328.
 CY0603'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0793 ***********************************************************************
 DU0793  DESIGNATION -  1175.17
 DU0793  PID         -  DU0793
 DU0793  STATE/COUNTY-  AZ/MARICOPA
 DU0793  USGS QUAD   -  TEMPE (1982)
 DU0793
 DU0793                         *CURRENT SURVEY CONTROL
 DU0793  ___________________________________________________________________
 DU0793* NAD 83(1986)-  33 26 05.     (N)    111 56 35.     (W)     SCALED    
 DU0793* NAVD 88     -       358.88   (+/-2cm)    1177.4    (feet)  VERTCON   
 DU0793  ___________________________________________________________________
 DU0793  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0793  VERT ORDER  -  ? (See Below)
 DU0793
 DU0793.The horizontal coordinates were scaled from a topographic map and have
 DU0793.an estimated accuracy of +/- 6 seconds.
 DU0793
 DU0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0793.The vertical order pertains to the NGVD 29 superseded value.
 DU0793
 DU0793.The geoid height was determined by GEOID03.
 DU0793
 DU0793;                    North         East    Units  Estimated Accuracy
 DU0793;SPC AZ C     -   269,960.      210,910.      MT  (+/- 180 meters Scaled)
 DU0793
 DU0793                          SUPERSEDED SURVEY CONTROL
 DU0793
 DU0793  NGVD 29 (??/??/92)  358.239  (m)         1175.32   (f) ADJ UNCH    ?  
 DU0793
 DU0793.Superseded values are not recommended for survey control.
 DU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0793.See file dsdata.txt to determine how the superseded data were derived.
 DU0793
 DU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB123998(NAD 83)
 DU0793_MARKER: DD = SURVEY DISK
 DU0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0793_SP_SET: SIDEWALK
 DU0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0793+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DU0793
 DU0793  HISTORY     - Date     Condition        Report By
 DU0793  HISTORY     - UNK      MONUMENTED       AZHD
 DU0793  HISTORY     - 1933     GOOD             NGS
 DU0793  HISTORY     - 20060824 GOOD             GEOCAC
 DU0793  HISTORY     - 20080429 GOOD             GEOCAC
 DU0793
 DU0793                          STATION DESCRIPTION
 DU0793
 DU0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0793'IN TEMPE.
 DU0793'TEMPE HIGHWAY BRIDGE, ON NORTH END OF, WEST SIDE OF HIGHWAY, ON TOP OF
 DU0793'CONCRETE SIDE WALK IN FRONT OF BRASS PLATE MARKED TEMPE BRIDGE.
 DU0793
 DU0793                          STATION RECOVERY (2006)
 DU0793
 DU0793'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0793'RECOVERED IN GOOD CONDITION.
 DU0793
 DU0793                          STATION RECOVERY (2008)
 DU0793
 DU0793'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU0793'ADD TO DESCRIPTION, THE BRIDGE NOW CARRIES THE SOUTHBOUND LANES OF
 DU0793'NORTH MILL AVENUE.
 DU0793' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0409 ***********************************************************************
 DV0409  DESIGNATION -  1175.90
 DV0409  PID         -  DV0409
 DV0409  STATE/COUNTY-  AZ/MARICOPA
 DV0409  USGS QUAD   -  PHOENIX (1982)
 DV0409
 DV0409                         *CURRENT SURVEY CONTROL
 DV0409  ___________________________________________________________________
 DV0409* NAD 83(1986)-  33 22 39.     (N)    112 02 50.     (W)     SCALED    
 DV0409* NAVD 88     -       359.17   (+/-2cm)    1178.4    (feet)  VERTCON   
 DV0409  ___________________________________________________________________
 DV0409  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0409
 DV0409.The horizontal coordinates were scaled from a topographic map and have
 DV0409.an estimated accuracy of +/- 6 seconds.
 DV0409
 DV0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0409.The vertical order pertains to the NGVD 29 superseded value.
 DV0409
 DV0409.The geoid height was determined by GEOID03.
 DV0409
 DV0409;                    North         East    Units  Estimated Accuracy
 DV0409;SPC AZ C     -   263,620.      201,210.      MT  (+/- 180 meters Scaled)
 DV0409
 DV0409                          SUPERSEDED SURVEY CONTROL
 DV0409
 DV0409  NGVD 29 (??/??/92)  358.518  (m)         1176.24   (f) ADJ UNCH    2 0
 DV0409
 DV0409.Superseded values are not recommended for survey control.
 DV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0409.See file dsdata.txt to determine how the superseded data were derived.
 DV0409
 DV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025936(NAD 83)
 DV0409_MARKER: DD = SURVEY DISK
 DV0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0409_SP_SET: SIGN BASE
 DV0409_STAMPING: 1175.90
 DV0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0409
 DV0409  HISTORY     - Date     Condition        Report By
 DV0409  HISTORY     - UNK      MONUMENTED       AZHD
 DV0409  HISTORY     - 1948     GOOD             NGS
 DV0409  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DV0409
 DV0409                          STATION DESCRIPTION
 DV0409
 DV0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0409'6.0 MI W FROM PETERSON.
 DV0409'6.0 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 118 FEET NORTH OF
 DV0409'THE CENTER LINE OF BASELINE ROAD, 47.5 FEET WEST OF THE WEST CORNER OF
 DV0409'A WHITE STORE BUILDING, 28.9 FEET EAST OF THE CENTER LINE OF A PAVED
 DV0409'ROAD LEADING NORTH, AT THE BASE OF THE SIGN F A S 15(1), 1.0 FOOT
 DV0409'BELOW THE LEVEL WITH THE GROUND.
 DV0409
 DV0409                          STATION RECOVERY (2007)
 DV0409
 DV0409'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0409'THE DESCRIBED LOCATION IS IN THE DRIVEWAY OF A CONVENIENCE MARKET.
 DV0409'ASSUMED DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0780 ***********************************************************************
 DW0780  DESIGNATION -  1177.71
 DW0780  PID         -  DW0780
 DW0780  STATE/COUNTY-  AZ/LA PAZ
 DW0780  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0780
 DW0780                         *CURRENT SURVEY CONTROL
 DW0780  ___________________________________________________________________
 DW0780* NAD 83(1986)-  33 38 40.     (N)    114 19 37.     (W)     SCALED    
 DW0780* NAVD 88     -       359.705  (meters)    1180.13   (feet)  ADJUSTED  
 DW0780  ___________________________________________________________________
 DW0780  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DW0780  DYNAMIC HT  -         359.300 (meters)    1178.80  (feet)  COMP
 DW0780  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 DW0780
 DW0780  VERT ORDER  -  FIRST     CLASS II
 DW0780
 DW0780.The horizontal coordinates were scaled from a topographic map and have
 DW0780.an estimated accuracy of +/- 6 seconds.
 DW0780
 DW0780.The orthometric height was determined by differential leveling
 DW0780.and adjusted in June 1991.
 DW0780
 DW0780.The geoid height was determined by GEOID03.
 DW0780
 DW0780.The dynamic height is computed by dividing the NAVD 88
 DW0780.geopotential number by the normal gravity value computed on the
 DW0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0780.degrees latitude (g = 980.6199 gals.).
 DW0780
 DW0780.The modeled gravity was interpolated from observed gravity values.
 DW0780
 DW0780;                    North         East    Units  Estimated Accuracy
 DW0780;SPC AZ W     -   293,380.      159,840.      MT  (+/- 180 meters Scaled)
 DW0780
 DW0780                          SUPERSEDED SURVEY CONTROL
 DW0780
 DW0780  NGVD 29 (??/??/??)  359.003  (m)         1177.83   (f) ADJUSTED    1 2
 DW0780
 DW0780.Superseded values are not recommended for survey control.
 DW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0780.See file dsdata.txt to determine how the superseded data were derived.
 DW0780
 DW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT479259(NAD 83)
 DW0780_MARKER: DD = SURVEY DISK
 DW0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0780_SP_SET: HEADWALL
 DW0780_STAMPING: 1177.71 695+235 1932
 DW0780_MARK LOGO: AZHD  
 DW0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0780
 DW0780  HISTORY     - Date     Condition        Report By
 DW0780  HISTORY     - 1932     MONUMENTED       AZHD
 DW0780  HISTORY     - 1962     GOOD             NGS
 DW0780  HISTORY     - 1981     GOOD             NGS
 DW0780  HISTORY     - 20090218 GOOD             GEOCAC
 DW0780
 DW0780                          STATION DESCRIPTION
 DW0780
 DW0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0780'6.9 MI W FROM QUARTZSITE.
 DW0780'6.3 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0780'AT QUARTZSITE TO THE JUNCTION OF OLD U.S. HIGHWAY 60, THENCE
 DW0780'0.6 MILES EAST ALONG THE OLD HIGHWAY, SET IN TOP AND CENTER OF
 DW0780'THE SOUTH HEADWALL OF A 10 FOOT CONCRETE BRIDGE, 20 FEET SOUTH
 DW0780'OF THE CENTER OF THE OLD HIGHWAY, AND IS ABOUT 0.5 FOOT ABOVE
 DW0780'THE LEVEL OF THE ROAD.
 DW0780
 DW0780                          STATION RECOVERY (1981)
 DW0780
 DW0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0780'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0780'95 OVERPASS IN QUARTZSITE, THENCE 8.6 KM (5.35 MI) WEST ALONG OLD U.S.
 DW0780'HIGHWAY 60, 0.85 KM (0.55 MI) EAST OF THE DOME ROCK INTERCHANGE ON
 DW0780'INTERSTATE 10, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF A 10 X 6
 DW0780'FOOT BOX CULVERT UNDER THE HIGHWAY, 5.0 METERS (16.4 FT) SOUTH OF THE
 DW0780'CENTERLINE OF THE HIGHWAY. NOTE-CULVERT SET ON BEDROCK.
 DW0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DW0780
 DW0780                          STATION RECOVERY (2009)
 DW0780
 DW0780'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0780'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW0780'COORDINATES OF N 33 38 42.5 W 114 119 36.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1010 ***********************************************************************
 DU1010  DESIGNATION -  1177.78
 DU1010  PID         -  DU1010
 DU1010  STATE/COUNTY-  AZ/MARICOPA
 DU1010  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1010
 DU1010                         *CURRENT SURVEY CONTROL
 DU1010  ___________________________________________________________________
 DU1010* NAD 83(1986)-  33 11 55.     (N)    111 54 16.     (W)     SCALED    
 DU1010* NAVD 88     -       359.35   (+/-2cm)    1179.0    (feet)  VERTCON   
 DU1010  ___________________________________________________________________
 DU1010  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1010
 DU1010.The horizontal coordinates were scaled from a topographic map and have
 DU1010.an estimated accuracy of +/- 6 seconds.
 DU1010
 DU1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1010.The vertical order pertains to the NGVD 29 superseded value.
 DU1010
 DU1010.The geoid height was determined by GEOID03.
 DU1010
 DU1010;                    North         East    Units  Estimated Accuracy
 DU1010;SPC AZ C     -   243,780.      214,500.      MT  (+/- 180 meters Scaled)
 DU1010
 DU1010                          SUPERSEDED SURVEY CONTROL
 DU1010
 DU1010  NGVD 29 (??/??/92)  358.854  (m)         1177.34   (f) ADJ UNCH    2 0
 DU1010
 DU1010.Superseded values are not recommended for survey control.
 DU1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1010.See file dsdata.txt to determine how the superseded data were derived.
 DU1010
 DU1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB156736(NAD 83)
 DU1010_MARKER: DD = SURVEY DISK
 DU1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1010_STAMPING: 1177.78 1961 1667+26.71
 DU1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1010+STABILITY: SURFACE MOTION
 DU1010
 DU1010  HISTORY     - Date     Condition        Report By
 DU1010  HISTORY     - 1961     MONUMENTED       AZHD
 DU1010  HISTORY     - 1962     GOOD             NGS
 DU1010
 DU1010                          STATION DESCRIPTION
 DU1010
 DU1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU1010'15.6 MI SW FROM CHANDLER.
 DU1010'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1010'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1010'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 6.7 MILES
 DU1010'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1010'OF PROPOSED INTERSTATE HIGHWAY 10, IN THE CENTER OF THE TRACK ROAD, 6
 DU1010'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU1010'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0610 ***********************************************************************
 ER0610  DESIGNATION -  118 BKC
 ER0610  PID         -  ER0610
 ER0610  STATE/COUNTY-  AZ/APACHE
 ER0610  USGS QUAD   -  MESA PARADA (1971)
 ER0610
 ER0610                         *CURRENT SURVEY CONTROL
 ER0610  ___________________________________________________________________
 ER0610* NAD 83(1986)-  34 26 31.     (N)    109 04 09.     (W)     SCALED    
 ER0610* NAVD 88     -      1954.281  (meters)    6411.67   (feet)  ADJUSTED  
 ER0610  ___________________________________________________________________
 ER0610  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 ER0610  DYNAMIC HT  -        1951.331 (meters)    6401.99  (feet)  COMP
 ER0610  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 ER0610
 ER0610  VERT ORDER  -  SECOND    CLASS 0
 ER0610
 ER0610.The horizontal coordinates were scaled from a topographic map and have
 ER0610.an estimated accuracy of +/- 6 seconds.
 ER0610
 ER0610.The orthometric height was determined by differential leveling
 ER0610.and adjusted in June 1991.
 ER0610
 ER0610.The geoid height was determined by GEOID03.
 ER0610
 ER0610.The dynamic height is computed by dividing the NAVD 88
 ER0610.geopotential number by the normal gravity value computed on the
 ER0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0610.degrees latitude (g = 980.6199 gals.).
 ER0610
 ER0610.The modeled gravity was interpolated from observed gravity values.
 ER0610
 ER0610;                    North         East    Units  Estimated Accuracy
 ER0610;SPC AZ E     -   382,220.      314,220.      MT  (+/- 180 meters Scaled)
 ER0610
 ER0610                          SUPERSEDED SURVEY CONTROL
 ER0610
 ER0610.No superseded survey control is available for this station.
 ER0610
 ER0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD773128(NAD 83)
 ER0610_MARKER: DB = BENCH MARK DISK
 ER0610_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ER0610+WITH SETTING: PAVEMENT
 ER0610_SP_SET: CONCRETE BASE OF A CATTLEGUARD
 ER0610_STAMPING: 118 BKC 1968 6409
 ER0610_MARK LOGO: USGS  
 ER0610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0610+STABILITY: SURFACE MOTION
 ER0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0610+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0610
 ER0610  HISTORY     - Date     Condition        Report By
 ER0610  HISTORY     - 1968     MONUMENTED       USGS
 ER0610
 ER0610                          STATION DESCRIPTION
 ER0610
 ER0610'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0610'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0610'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0610'THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD TO A CATTLEGUARD, 6 FEET
 ER0610'NORTH OF THE ROAD, SET IN THE NORTHEAST CORNER OF THE CONCRETE BASE
 ER0610'OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0583 ***********************************************************************
 ER0583  DESIGNATION -  118 DOR
 ER0583  PID         -  ER0583
 ER0583  STATE/COUNTY-  AZ/APACHE
 ER0583  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0583
 ER0583                         *CURRENT SURVEY CONTROL
 ER0583  ___________________________________________________________________
 ER0583* NAD 83(1986)-  34 41 19.     (N)    109 23 08.     (W)     SCALED    
 ER0583* NAVD 88     -      1722.857  (meters)    5652.41   (feet)  ADJUSTED  
 ER0583  ___________________________________________________________________
 ER0583  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0583  DYNAMIC HT  -        1720.399 (meters)    5644.34  (feet)  COMP
 ER0583  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 ER0583
 ER0583  VERT ORDER  -  SECOND    CLASS II
 ER0583
 ER0583.The horizontal coordinates were scaled from a topographic map and have
 ER0583.an estimated accuracy of +/- 6 seconds.
 ER0583
 ER0583.The orthometric height was determined by differential leveling
 ER0583.and adjusted in June 1991.
 ER0583
 ER0583.The geoid height was determined by GEOID03.
 ER0583
 ER0583.The dynamic height is computed by dividing the NAVD 88
 ER0583.geopotential number by the normal gravity value computed on the
 ER0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0583.degrees latitude (g = 980.6199 gals.).
 ER0583
 ER0583.The modeled gravity was interpolated from observed gravity values.
 ER0583
 ER0583;                    North         East    Units  Estimated Accuracy
 ER0583;SPC AZ E     -   409,310.      284,930.      MT  (+/- 180 meters Scaled)
 ER0583
 ER0583                          SUPERSEDED SURVEY CONTROL
 ER0583
 ER0583  NGVD 29 (??/??/92) 1722.01   (m)         5649.6    (f) COMPUTED    2 2
 ER0583
 ER0583.Superseded values are not recommended for survey control.
 ER0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0583.See file dsdata.txt to determine how the superseded data were derived.
 ER0583
 ER0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD478396(NAD 83)
 ER0583_MARKER: DB = BENCH MARK DISK
 ER0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0583_SP_SET: CONCRETE POST
 ER0583_STAMPING: 118 DOR 1972 5649
 ER0583_MARK LOGO: USGS  
 ER0583_PROJECTION: PROJECTING 5 CENTIMETERS
 ER0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0583+STABILITY: SURFACE MOTION
 ER0583
 ER0583  HISTORY     - Date     Condition        Report By
 ER0583  HISTORY     - 1972     MONUMENTED       USGS
 ER0583
 ER0583                          STATION DESCRIPTION
 ER0583
 ER0583'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0583'43.0 KM (26.70 MI) NORTH FROM ST JOHNS.
 ER0583'FROM THE POST OFFICE IN ST JOHNS, 4.8 MILES WEST ALONG HIGHWAYS 61
 ER0583'AND 180 TO A T-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG
 ER0583'HIGHWAY 180 TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE
 ER0583'ROAD TOWARD NAVAJO TO A T-ROAD EAST, THENCE 6.5 MILES EAST, (OR 12.4
 ER0583'MILES EAST AND NORTH OF THE ST JOHNS POST OFFICE ALONG HIGHWAY 666 TO
 ER0583'A T-ROAD WEST TO A CATTLEGUARD, THENCE 1.6 MILES NORTHWEST TO AN OLD
 ER0583'RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO A FENCE CORNER,
 ER0583'THENCE 4.0 MILES WEST ALONG A FENCE LINE), 0.4 MILES WEST OF A
 ER0583'WINDMILL, 115 FEET NORTHEAST OF A USBLM CADASTRAL SURVEY BRASS CAP
 ER0583'STAMPED -T15N R28E S20 S21 S29 S28 1963-, 36 FEET NORTH OF THE ROAD,
 ER0583'AND 5.0 FEET SOUTH OF A FENCE.
 ER0583'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0465 ***********************************************************************
 GQ0465  DESIGNATION -  118 DOR
 GQ0465  PID         -  GQ0465
 GQ0465  STATE/COUNTY-  AZ/MOHAVE
 GQ0465  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0465
 GQ0465                         *CURRENT SURVEY CONTROL
 GQ0465  ___________________________________________________________________
 GQ0465* NAD 83(1986)-  36 36 15.     (N)    113 24 39.     (W)     SCALED    
 GQ0465* NAVD 88     -      1544.445  (meters)    5067.07   (feet)  POSTED    
 GQ0465  ___________________________________________________________________
 GQ0465  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 GQ0465  DYNAMIC HT  -        1542.650 (meters)    5061.18  (feet)  COMP
 GQ0465  MODELED GRAV-     979,414.3   (mgal)                       NAVD 88
 GQ0465
 GQ0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0465
 GQ0465.The horizontal coordinates were scaled from a topographic map and have
 GQ0465.an estimated accuracy of +/- 6 seconds.
 GQ0465
 GQ0465.The orthometric height was determined by differential leveling
 GQ0465.and adjusted by the  in 1992.
 GQ0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0465.rate of 0.0 thru 1.0 mm/km.
 GQ0465
 GQ0465.The geoid height was determined by GEOID03.
 GQ0465
 GQ0465.The dynamic height is computed by dividing the NAVD 88
 GQ0465.geopotential number by the normal gravity value computed on the
 GQ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0465.degrees latitude (g = 980.6199 gals.).
 GQ0465
 GQ0465.The modeled gravity was interpolated from observed gravity values.
 GQ0465
 GQ0465;                    North         East    Units  Estimated Accuracy
 GQ0465;SPC AZ W     -   621,620.      243,700.      MT  (+/- 180 meters Scaled)
 GQ0465
 GQ0465                          SUPERSEDED SURVEY CONTROL
 GQ0465
 GQ0465.No superseded survey control is available for this station.
 GQ0465
 GQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF843536(NAD 83)
 GQ0465_MARKER: DB = BENCH MARK DISK
 GQ0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0465_SP_SET: COPPER-CLAD STEEL ROD
 GQ0465_STAMPING: 118 DOR 1970 5064
 GQ0465_MARK LOGO: USGS  
 GQ0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0465
 GQ0465  HISTORY     - Date     Condition        Report By
 GQ0465  HISTORY     - 1970     MONUMENTED       USGS
 GQ0465
 GQ0465                          STATION DESCRIPTION
 GQ0465
 GQ0465'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0465'66.6 KM (41.40 MI) SSE FROM ST GEORGE UT.
 GQ0465'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0465'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0465'ROAD TO THE ARIZONA STATE LINE, CONTINUE 34.7 MILES SOUTH ALONG MT.
 GQ0465'TRUMBULL ROAD, 50 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0465'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0465'THE MARK IS 8 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0687 ***********************************************************************
 GP0687  DESIGNATION -  118 DOR
 GP0687  PID         -  GP0687
 GP0687  STATE/COUNTY-  AZ/NAVAJO
 GP0687  USGS QUAD   -  SHONTO NW (1980)
 GP0687
 GP0687                         *CURRENT SURVEY CONTROL
 GP0687  ___________________________________________________________________
 GP0687* NAD 83(1986)-  36 42 58.     (N)    110 42 07.     (W)     SCALED    
 GP0687* NAVD 88     -      2171.041  (meters)    7122.82   (feet)  ADJUSTED  
 GP0687  ___________________________________________________________________
 GP0687  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GP0687  DYNAMIC HT  -        2168.279 (meters)    7113.76  (feet)  COMP
 GP0687  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 GP0687
 GP0687  VERT ORDER  -  SECOND    CLASS 0
 GP0687
 GP0687.The horizontal coordinates were scaled from a topographic map and have
 GP0687.an estimated accuracy of +/- 6 seconds.
 GP0687
 GP0687.The orthometric height was determined by differential leveling
 GP0687.and adjusted in June 1991.
 GP0687
 GP0687.The geoid height was determined by GEOID03.
 GP0687
 GP0687.The dynamic height is computed by dividing the NAVD 88
 GP0687.geopotential number by the normal gravity value computed on the
 GP0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0687.degrees latitude (g = 980.6199 gals.).
 GP0687
 GP0687.The modeled gravity was interpolated from observed gravity values.
 GP0687
 GP0687;                    North         East    Units  Estimated Accuracy
 GP0687;SPC AZ E     -   634,100.      165,540.      MT  (+/- 180 meters Scaled)
 GP0687
 GP0687                          SUPERSEDED SURVEY CONTROL
 GP0687
 GP0687.No superseded survey control is available for this station.
 GP0687
 GP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF266634(NAD 83)
 GP0687_MARKER: DB = BENCH MARK DISK
 GP0687_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0687_SP_SET: COPPER-CLAD STEEL ROD
 GP0687_STAMPING: 118 DOR 1969 7119
 GP0687_MARK LOGO: USGS  
 GP0687_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0687+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0687
 GP0687  HISTORY     - Date     Condition        Report By
 GP0687  HISTORY     - 1969     MONUMENTED       USGS
 GP0687
 GP0687                          STATION DESCRIPTION
 GP0687
 GP0687'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0687'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0687'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0687'NORTH, THENCE 25.5 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0687'MOUNTAIN ROAD TO THE TOP OF A RISE, 40 FEET NORTHWEST AND 3 FEET
 GP0687'HIGHER THAN THE ROAD, 2 FEET NORTH OF A WITNESS, ON THE SOUTHEAST RIM
 GP0687'OF A LARGE CANYON, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 GP0687'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1446 ***********************************************************************
 DU1446  DESIGNATION -  1182
 DU1446  PID         -  DU1446
 DU1446  STATE/COUNTY-  AZ/MARICOPA
 DU1446  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1446
 DU1446                         *CURRENT SURVEY CONTROL
 DU1446  ___________________________________________________________________
 DU1446* NAD 83(1986)-  33 23 12.     (N)    111 34 50.     (W)     SCALED    
 DU1446* NAVD 88     -       479.67   (+/-2cm)    1573.7    (feet)  VERTCON   
 DU1446  ___________________________________________________________________
 DU1446  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1446  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1446
 DU1446.The horizontal coordinates were scaled from a topographic map and have
 DU1446.an estimated accuracy of +/- 6 seconds.
 DU1446
 DU1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1446.The vertical order pertains to the NGVD 29 superseded value.
 DU1446
 DU1446.The geoid height was determined by GEOID03.
 DU1446
 DU1446;                    North         East    Units  Estimated Accuracy
 DU1446;SPC AZ C     -   264,680.      244,630.      MT  (+/- 180 meters Scaled)
 DU1446
 DU1446                          SUPERSEDED SURVEY CONTROL
 DU1446
 DU1446  NGVD 29 (??/??/92)  479.126  (m)         1571.93   (f) ADJ UNCH    1 1
 DU1446
 DU1446.Superseded values are not recommended for survey control.
 DU1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1446.See file dsdata.txt to determine how the superseded data were derived.
 DU1446
 DU1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB460943(NAD 83)
 DU1446_MARKER: DD = SURVEY DISK
 DU1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1446_STAMPING: P M 1182
 DU1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1446+STABILITY: SURFACE MOTION
 DU1446
 DU1446  HISTORY     - Date     Condition        Report By
 DU1446  HISTORY     - UNK      MONUMENTED       AZHD
 DU1446  HISTORY     - 1975     GOOD             AZDT
 DU1446  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1446
 DU1446                          STATION DESCRIPTION
 DU1446
 DU1446'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1446'7 MI SW FROM PALM SPRINGS.
 DU1446'AT THE APPROXIMATE INTERSECTION OF THE CENTERLINE OF THE SUPERSTITION
 DU1446'FREEWAY AND MERIDION ROAD.  ON THE FREEWAY CENTERLINE.  6 FT. WEST OF
 DU1446'THE CENTERLINE OF MERIDION ROAD.  4 FT. NORTH OF A P AND M SURVEY
 DU1446'SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE JUNCTION.  AN AHD BRASS
 DU1446'CAP, SET IN AN 8 IN. SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 DU1446
 DU1446                          STATION RECOVERY (2008)
 DU1446
 DU1446'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1446'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1446'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1446' 
 DU1446' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1716 ***********************************************************************
 DU1716  DESIGNATION -  1182.13
 DU1716  PID         -  DU1716
 DU1716  STATE/COUNTY-  AZ/MARICOPA
 DU1716  USGS QUAD   -  TEMPE (1982)
 DU1716
 DU1716                         *CURRENT SURVEY CONTROL
 DU1716  ___________________________________________________________________
 DU1716* NAD 83(1986)-  33 23 14.     (N)    111 58 07.     (W)     SCALED    
 DU1716* NAVD 88     -       360.579  (meters)    1183.00   (feet)  ADJUSTED  
 DU1716  ___________________________________________________________________
 DU1716  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1716  DYNAMIC HT  -         360.164 (meters)    1181.64  (feet)  COMP
 DU1716  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 DU1716
 DU1716  VERT ORDER  -  SECOND    CLASS I
 DU1716
 DU1716.The horizontal coordinates were scaled from a topographic map and have
 DU1716.an estimated accuracy of +/- 6 seconds.
 DU1716
 DU1716.The orthometric height was determined by differential leveling
 DU1716.and adjusted in November 1993.
 DU1716
 DU1716.The geoid height was determined by GEOID03.
 DU1716
 DU1716.The dynamic height is computed by dividing the NAVD 88
 DU1716.geopotential number by the normal gravity value computed on the
 DU1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1716.degrees latitude (g = 980.6199 gals.).
 DU1716
 DU1716.The modeled gravity was interpolated from observed gravity values.
 DU1716
 DU1716;                    North         East    Units  Estimated Accuracy
 DU1716;SPC AZ C     -   264,690.      208,530.      MT  (+/- 180 meters Scaled)
 DU1716
 DU1716                          SUPERSEDED SURVEY CONTROL
 DU1716
 DU1716.No superseded survey control is available for this station.
 DU1716
 DU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099946(NAD 83)
 DU1716_MARKER: DB = BENCH MARK DISK
 DU1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1716_SP_SET: CONCRETE HEADWALL
 DU1716_STAMPING: 1182.13
 DU1716_MARK LOGO: AZDT  
 DU1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1716
 DU1716  HISTORY     - Date     Condition        Report By
 DU1716  HISTORY     - UNK      MONUMENTED       AZDT
 DU1716  HISTORY     - 1981     GOOD             AZDT
 DU1716  HISTORY     - 20061206 MARK NOT FOUND   GEOCAC
 DU1716
 DU1716                          STATION DESCRIPTION
 DU1716
 DU1716'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1716'IN TEMPE.
 DU1716'IN TEMPE, FROM THE INTERSECTION OF INTERSTATE 10 AND BASELINE ROAD
 DU1716'TRAVEL NORTH ALONG INTERSTATE 10 FOR 0.62 MI (1.06 KM) TO THE WESTERN
 DU1716'CANAL AND THE MARK ON THE EASTSIDE OF THE WESTBOUND LANE, 500 FT
 DU1716'(152.4 METERS) SOUTH OF S.R. 360, A STANDARD AZDT BRASS CAP IN THE
 DU1716'CENTER OF THE EAST HEADWALL.
 DU1716
 DU1716                          STATION RECOVERY (2006)
 DU1716
 DU1716'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1716'THE FREEWAY INTERCHANGE WAS RE-ALIGNED AND UPDATED A FEW YEARS AGO.
 DU1716'THIS MARK WAS ALMOST CERTAINLY COVERED OR DESTROYED IN THE PROCESS.
 DU1716'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1715 ***********************************************************************
 DU1715  DESIGNATION -  1182.18
 DU1715  PID         -  DU1715
 DU1715  STATE/COUNTY-  AZ/MARICOPA
 DU1715  USGS QUAD   -  TEMPE (1982)
 DU1715
 DU1715                         *CURRENT SURVEY CONTROL
 DU1715  ___________________________________________________________________
 DU1715* NAD 83(1986)-  33 23 14.     (N)    111 58 06.     (W)     SCALED    
 DU1715* NAVD 88     -       360.590  (meters)    1183.04   (feet)  ADJUSTED  
 DU1715  ___________________________________________________________________
 DU1715  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1715  DYNAMIC HT  -         360.174 (meters)    1181.67  (feet)  COMP
 DU1715  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 DU1715
 DU1715  VERT ORDER  -  SECOND    CLASS I
 DU1715
 DU1715.The horizontal coordinates were scaled from a topographic map and have
 DU1715.an estimated accuracy of +/- 6 seconds.
 DU1715
 DU1715.The orthometric height was determined by differential leveling
 DU1715.and adjusted in November 1993.
 DU1715
 DU1715.The geoid height was determined by GEOID03.
 DU1715
 DU1715.The dynamic height is computed by dividing the NAVD 88
 DU1715.geopotential number by the normal gravity value computed on the
 DU1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1715.degrees latitude (g = 980.6199 gals.).
 DU1715
 DU1715.The modeled gravity was interpolated from observed gravity values.
 DU1715
 DU1715;                    North         East    Units  Estimated Accuracy
 DU1715;SPC AZ C     -   264,690.      208,550.      MT  (+/- 180 meters Scaled)
 DU1715
 DU1715                          SUPERSEDED SURVEY CONTROL
 DU1715
 DU1715.No superseded survey control is available for this station.
 DU1715
 DU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099946(NAD 83)
 DU1715_MARKER: DB = BENCH MARK DISK
 DU1715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1715_SP_SET: CONCRETE HEADWALL
 DU1715_STAMPING: 1182.18
 DU1715_MARK LOGO: AZDT  
 DU1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1715
 DU1715  HISTORY     - Date     Condition        Report By
 DU1715  HISTORY     - UNK      MONUMENTED       AZDT
 DU1715  HISTORY     - 1981     GOOD             AZDT
 DU1715  HISTORY     - 20061206 MARK NOT FOUND   GEOCAC
 DU1715
 DU1715                          STATION DESCRIPTION
 DU1715
 DU1715'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1715'IN TEMPE.
 DU1715'IN TEMPE, FROM THE INTERSECTION OF INTERSTATE 10 AND BASELINE ROAD
 DU1715'TRAVEL NORTH ALONG INTERSTATE 10 FOR 0.62 MI (1.06 KM) TO THE MARK ON
 DU1715'THE WEST SIDE OF EASTBOUND LANE, 500 FT (152.40 METERS) SOUTH OF S.R.
 DU1715'360, A STANDARD AZDT BRASS CAP IN THE CENTER OF THE WEST HEADWALL OF
 DU1715'BRIDGE OVER WESTERN CANAL.
 DU1715
 DU1715                          STATION RECOVERY (2006)
 DU1715
 DU1715'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1715'THE FREEWAY INTERCHANGE WAS RE-ALIGNED AND UPDATED A FEW YEARS AGO.
 DU1715'THIS MARK WAS ALMOST CERTAINLY COVERED OR DESTROYED IN THE PROCESS.
 DU1715'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1708 ***********************************************************************
 DU1708  DESIGNATION -  1182.77
 DU1708  PID         -  DU1708
 DU1708  STATE/COUNTY-  AZ/MARICOPA
 DU1708  USGS QUAD   -  TEMPE (1982)
 DU1708
 DU1708                         *CURRENT SURVEY CONTROL
 DU1708  ___________________________________________________________________
 DU1708* NAD 83(1986)-  33 23 09.     (N)    111 57 36.     (W)     SCALED    
 DU1708* NAVD 88     -       361.094  (meters)    1184.69   (feet)  ADJUSTED  
 DU1708  ___________________________________________________________________
 DU1708  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1708  DYNAMIC HT  -         360.678 (meters)    1183.32  (feet)  COMP
 DU1708  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 DU1708
 DU1708  VERT ORDER  -  SECOND    CLASS I
 DU1708
 DU1708.The horizontal coordinates were scaled from a topographic map and have
 DU1708.an estimated accuracy of +/- 6 seconds.
 DU1708
 DU1708.The orthometric height was determined by differential leveling
 DU1708.and adjusted in November 1993.
 DU1708
 DU1708.The geoid height was determined by GEOID03.
 DU1708
 DU1708.The dynamic height is computed by dividing the NAVD 88
 DU1708.geopotential number by the normal gravity value computed on the
 DU1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1708.degrees latitude (g = 980.6199 gals.).
 DU1708
 DU1708.The modeled gravity was interpolated from observed gravity values.
 DU1708
 DU1708;                    North         East    Units  Estimated Accuracy
 DU1708;SPC AZ C     -   264,540.      209,330.      MT  (+/- 180 meters Scaled)
 DU1708
 DU1708                          SUPERSEDED SURVEY CONTROL
 DU1708
 DU1708.No superseded survey control is available for this station.
 DU1708
 DU1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB107944(NAD 83)
 DU1708_MARKER: DB = BENCH MARK DISK
 DU1708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1708_SP_SET: CONCRETE BRIDGE
 DU1708_STAMPING: 1182.77
 DU1708_MARK LOGO: AZDT  
 DU1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1708
 DU1708  HISTORY     - Date     Condition        Report By
 DU1708  HISTORY     - UNK      MONUMENTED       AZDT
 DU1708  HISTORY     - 1981     GOOD             AZDT
 DU1708  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU1708  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU1708  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU1708
 DU1708                          STATION DESCRIPTION
 DU1708
 DU1708'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1708'IN TEMPE.
 DU1708'IN TEMPE, 2.0 MI (3.22 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1708'TO THE INTERSECTION OF PRIEST DRIVE, THENCE SOUTH 2323 FT
 DU1708'(708.11 METERS) TO THE MARK ON THE RIGHT, ON THE SOUTHWEST CORNER OF
 DU1708'THE PRIEST DRIVE BRIDGE OVER THE WESTERN CANAL, A STANDARD AZDT BRASS
 DU1708'CAP ON THE BRIDGE CURB.
 DU1708
 DU1708                          STATION RECOVERY (2003)
 DU1708
 DU1708'RECOVERY NOTE BY US POWER SQUADRON 2003
 DU1708'MARK NOT FOUND.  A NEW BRIDGE HAS BEEN BUILT OVER THIS CANAL. IS A NEW
 DU1708'MALL BUILT HERE. THE ARIZONA MILLS MALL. THE THE BRIDGE IS BIGGER TO
 DU1708'ACCOMODATE THIS MALL I ASSUME.  IS TWO LANES. WAS ONCE ONE LANE.
 DU1708
 DU1708                          STATION RECOVERY (2003)
 DU1708
 DU1708'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU1708'MARK NOT RECOVERED.  THE MARK WAS ONCE AT A SMALL ROAD AT A CANAL. WE
 DU1708'NOW HAVE THE ARIZONA MILLS MALL HERE. THE ROAD, BRIDGE, AND CANAL HAVE
 DU1708'BEEN ENLARGED, THE MARKER IS NOT TO BE FOUND.
 DU1708
 DU1708                          STATION RECOVERY (2003)
 DU1708
 DU1708'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU1708'NEW BRIDGE WAS MADE TO ACCOMODATE GROWTH.  MARKER IS NOW COVERED BY
 DU1708'NEW BRIDGE.
 DU1708' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0251 ***********************************************************************
 DV0251  DESIGNATION -  1189
 DV0251  PID         -  DV0251
 DV0251  STATE/COUNTY-  AZ/MARICOPA
 DV0251  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0251
 DV0251                         *CURRENT SURVEY CONTROL
 DV0251  ___________________________________________________________________
 DV0251* NAD 83(1986)-  33 38 06.     (N)    112 20 44.     (W)     SCALED    
 DV0251* NAVD 88     -       362.90   (+/-2cm)    1190.6    (feet)  VERTCON   
 DV0251  ___________________________________________________________________
 DV0251  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0251
 DV0251.The horizontal coordinates were scaled from a topographic map and have
 DV0251.an estimated accuracy of +/- 6 seconds.
 DV0251
 DV0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0251.The vertical order pertains to the NGVD 29 superseded value.
 DV0251
 DV0251.The geoid height was determined by GEOID03.
 DV0251
 DV0251;                    North         East    Units  Estimated Accuracy
 DV0251;SPC AZ C     -   292,260.      173,570.      MT  (+/- 180 meters Scaled)
 DV0251
 DV0251                          SUPERSEDED SURVEY CONTROL
 DV0251
 DV0251  NGVD 29 (??/??/92)  362.324  (m)         1188.72   (f) ADJ UNCH    2 0
 DV0251
 DV0251.Superseded values are not recommended for survey control.
 DV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0251.See file dsdata.txt to determine how the superseded data were derived.
 DV0251
 DV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC752224(NAD 83)
 DV0251_MARKER: P = PIPE CAP
 DV0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0251
 DV0251  HISTORY     - Date     Condition        Report By
 DV0251  HISTORY     - UNK      MONUMENTED       USGS
 DV0251  HISTORY     - 1933     GOOD             NGS
 DV0251  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0251  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0251
 DV0251                          STATION DESCRIPTION
 DV0251
 DV0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0251'3.2 MI SE FROM BEARDSLEY.
 DV0251'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 0.4 MILES
 DV0251'SOUTHEAST OF MILEPOST 172, 60 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0251
 DV0251                          STATION RECOVERY (2002)
 DV0251
 DV0251'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0251'MARK NOT FOUND.
 DV0251
 DV0251                          STATION RECOVERY (2007)
 DV0251
 DV0251'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0251'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0251'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1013 ***********************************************************************
 DU1013  DESIGNATION -  1189.34
 DU1013  PID         -  DU1013
 DU1013  STATE/COUNTY-  AZ/MARICOPA
 DU1013  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1013
 DU1013                         *CURRENT SURVEY CONTROL
 DU1013  ___________________________________________________________________
 DU1013* NAD 83(1986)-  33 11 02.     (N)    111 53 36.     (W)     SCALED    
 DU1013* NAVD 88     -       362.86   (+/-2cm)    1190.5    (feet)  VERTCON   
 DU1013  ___________________________________________________________________
 DU1013  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1013
 DU1013.The horizontal coordinates were scaled from a topographic map and have
 DU1013.an estimated accuracy of +/- 6 seconds.
 DU1013
 DU1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1013.The vertical order pertains to the NGVD 29 superseded value.
 DU1013
 DU1013.The geoid height was determined by GEOID03.
 DU1013
 DU1013;                    North         East    Units  Estimated Accuracy
 DU1013;SPC AZ C     -   242,140.      215,540.      MT  (+/- 180 meters Scaled)
 DU1013
 DU1013                          SUPERSEDED SURVEY CONTROL
 DU1013
 DU1013  NGVD 29 (??/??/92)  362.368  (m)         1188.87   (f) ADJ UNCH    2 0
 DU1013
 DU1013.Superseded values are not recommended for survey control.
 DU1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1013.See file dsdata.txt to determine how the superseded data were derived.
 DU1013
 DU1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB167720(NAD 83)
 DU1013_MARKER: DD = SURVEY DISK
 DU1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1013_STAMPING: 1189.34 1961 1333+69.38
 DU1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1013+STABILITY: SURFACE MOTION
 DU1013
 DU1013  HISTORY     - Date     Condition        Report By
 DU1013  HISTORY     - 1961     MONUMENTED       AZHD
 DU1013  HISTORY     - 1962     GOOD             NGS
 DU1013
 DU1013                          STATION DESCRIPTION
 DU1013
 DU1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU1013'16.9 MI SW FROM CHANDLER.
 DU1013'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1013'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1013'MILES SOUTHWEST ALONG AN ASPHLAT PAVED ROAD, THENCE 8.0 MILES
 DU1013'SOUTHEAST ALONG A TRACK ROAD TO THE CROSSING OF AN EAST-WEST DIRT
 DU1013'ROAD, 20 FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT ROAD, IN THE
 DU1013'CENTER OF THE TRACK ROAD, 5.5 FEET NORTHEAST OF A METAL WITNESS POST,
 DU1013'AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0722 ***********************************************************************
 CY0722  DESIGNATION -  119 35
 CY0722  PID         -  CY0722
 CY0722  STATE/COUNTY-  AZ/GRAHAM
 CY0722  USGS QUAD   -  SAFFORD (1985)
 CY0722
 CY0722                         *CURRENT SURVEY CONTROL
 CY0722  ___________________________________________________________________
 CY0722* NAD 83(1986)-  32 48 53.     (N)    109 42 26.     (W)     SCALED    
 CY0722* NAVD 88     -       903.470  (meters)    2964.13   (feet)  ADJUSTED  
 CY0722  ___________________________________________________________________
 CY0722  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY0722  DYNAMIC HT  -         902.201 (meters)    2959.97  (feet)  COMP
 CY0722  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 CY0722
 CY0722  VERT ORDER  -  FIRST     CLASS II
 CY0722
 CY0722.The horizontal coordinates were scaled from a topographic map and have
 CY0722.an estimated accuracy of +/- 6 seconds.
 CY0722
 CY0722.The orthometric height was determined by differential leveling
 CY0722.and adjusted in June 1991.
 CY0722
 CY0722.The geoid height was determined by GEOID03.
 CY0722
 CY0722.The dynamic height is computed by dividing the NAVD 88
 CY0722.geopotential number by the normal gravity value computed on the
 CY0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0722.degrees latitude (g = 980.6199 gals.).
 CY0722
 CY0722.The modeled gravity was interpolated from observed gravity values.
 CY0722
 CY0722;                    North         East    Units  Estimated Accuracy
 CY0722;SPC AZ E     -   201,300.      256,380.      MT  (+/- 180 meters Scaled)
 CY0722
 CY0722                          SUPERSEDED SURVEY CONTROL
 CY0722
 CY0722.No superseded survey control is available for this station.
 CY0722
 CY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB210314(NAD 83)
 CY0722_MARKER: DD = SURVEY DISK
 CY0722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0722_SP_SET: BOX CULVERT
 CY0722_STAMPING: 119-35 STA 1977
 CY0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0722+STABILITY: SURFACE MOTION
 CY0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0722+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0722
 CY0722  HISTORY     - Date     Condition        Report By
 CY0722  HISTORY     - 1977     MONUMENTED       AZDT
 CY0722  HISTORY     - 1979     GOOD             NGS
 CY0722  HISTORY     - 20060825 GOOD             GEOCAC
 CY0722  HISTORY     - 20081010 GOOD             GEOCAC
 CY0722
 CY0722                          STATION DESCRIPTION
 CY0722
 CY0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0722'1.4 MI SOUTH FROM SAFFORD.
 CY0722'1.4 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0722'HIGHWAY 70 IN SAFFORD, SET IN THE CENTER OF THE TOP OF A TRIPLE BOX
 CY0722'CULVERT RUNNING UNDER THE HIGHWAY, 0.2 MILE SOUTH OF LONE STAR ROAD,
 CY0722'0.4 MILE SOUTH OF MILE POST 120, AT A POWER LINE CROSSING, 40 FEET
 CY0722'EAST OF THE CENTERLINE OF THE HIGHWAY, 174 FEET NORTH OF A CITY LIMIT
 CY0722'SIGN, 26 FEET NORTH OF THE SOUTH END OF THE CULVERT AND 25 FEET
 CY0722'SOUTH OF THE NORTH END OF THE CULVERT.
 CY0722'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0722
 CY0722                          STATION RECOVERY (2006)
 CY0722
 CY0722'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0722'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0722'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, AND THE CULVERT IS A FOUR
 CY0722'BOX CULVERT. HANDHELD COORDINATES
 CY0722'32 48 50.10 (N)   109 42 27.00 (W)  (NAD 83).
 CY0722
 CY0722                          STATION RECOVERY (2008)
 CY0722
 CY0722'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0722'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0722'48.835' W109  42.451'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0611 ***********************************************************************
 ER0611  DESIGNATION -  119 BKC
 ER0611  PID         -  ER0611
 ER0611  STATE/COUNTY-  AZ/APACHE
 ER0611  USGS QUAD   -  MESA PARADA (1971)
 ER0611
 ER0611                         *CURRENT SURVEY CONTROL
 ER0611  ___________________________________________________________________
 ER0611* NAD 83(1986)-  34 26 12.     (N)    109 03 04.     (W)     SCALED    
 ER0611* NAVD 88     -      1985.102  (meters)    6512.79   (feet)  ADJUSTED  
 ER0611  ___________________________________________________________________
 ER0611  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ER0611  DYNAMIC HT  -        1982.117 (meters)    6503.00  (feet)  COMP
 ER0611  MODELED GRAV-     979,061.1   (mgal)                       NAVD 88
 ER0611
 ER0611  VERT ORDER  -  SECOND    CLASS 0
 ER0611
 ER0611.The horizontal coordinates were scaled from a topographic map and have
 ER0611.an estimated accuracy of +/- 6 seconds.
 ER0611
 ER0611.The orthometric height was determined by differential leveling
 ER0611.and adjusted in June 1991.
 ER0611
 ER0611.The geoid height was determined by GEOID03.
 ER0611
 ER0611.The dynamic height is computed by dividing the NAVD 88
 ER0611.geopotential number by the normal gravity value computed on the
 ER0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0611.degrees latitude (g = 980.6199 gals.).
 ER0611
 ER0611.The modeled gravity was interpolated from observed gravity values.
 ER0611
 ER0611;                    North         East    Units  Estimated Accuracy
 ER0611;SPC AZ E     -   381,650.      315,880.      MT  (+/- 180 meters Scaled)
 ER0611
 ER0611                          SUPERSEDED SURVEY CONTROL
 ER0611
 ER0611.No superseded survey control is available for this station.
 ER0611
 ER0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD790122(NAD 83)
 ER0611_MARKER: DB = BENCH MARK DISK
 ER0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0611_SP_SET: COPPER-CLAD STEEL ROD
 ER0611_STAMPING: 119 BKC 1968 6510
 ER0611_MARK LOGO: USGS  
 ER0611_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0611+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0611
 ER0611  HISTORY     - Date     Condition        Report By
 ER0611  HISTORY     - 1968     MONUMENTED       USGS
 ER0611
 ER0611                          STATION DESCRIPTION
 ER0611
 ER0611'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0611'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0611'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0611'THENCE 3.1 MILES SOUTHEAST ALONG A DIRT ROAD, 79 FEET SOUTH OF THE
 ER0611'ROAD, 24 FEET SOUTH OF A JUNIPER TREE, 4.5 FEET NORTH OF A WITNESS
 ER0611'POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH
 ER0611'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0585 ***********************************************************************
 ER0585  DESIGNATION -  119 DOR
 ER0585  PID         -  ER0585
 ER0585  STATE/COUNTY-  AZ/APACHE
 ER0585  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0585
 ER0585                         *CURRENT SURVEY CONTROL
 ER0585  ___________________________________________________________________
 ER0585* NAD 83(1986)-  34 41 20.     (N)    109 22 06.     (W)     SCALED    
 ER0585* NAVD 88     -      1712.885  (meters)    5619.69   (feet)  ADJUSTED  
 ER0585  ___________________________________________________________________
 ER0585  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ER0585  DYNAMIC HT  -        1710.439 (meters)    5611.67  (feet)  COMP
 ER0585  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 ER0585
 ER0585  VERT ORDER  -  SECOND    CLASS II
 ER0585
 ER0585.The horizontal coordinates were scaled from a topographic map and have
 ER0585.an estimated accuracy of +/- 6 seconds.
 ER0585
 ER0585.The orthometric height was determined by differential leveling
 ER0585.and adjusted in June 1991.
 ER0585
 ER0585.The geoid height was determined by GEOID03.
 ER0585
 ER0585.The dynamic height is computed by dividing the NAVD 88
 ER0585.geopotential number by the normal gravity value computed on the
 ER0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0585.degrees latitude (g = 980.6199 gals.).
 ER0585
 ER0585.The modeled gravity was interpolated from observed gravity values.
 ER0585
 ER0585;                    North         East    Units  Estimated Accuracy
 ER0585;SPC AZ E     -   409,350.      286,510.      MT  (+/- 180 meters Scaled)
 ER0585
 ER0585                          SUPERSEDED SURVEY CONTROL
 ER0585
 ER0585  NGVD 29 (??/??/92) 1712.03   (m)         5616.9    (f) COMPUTED    2 2
 ER0585
 ER0585.Superseded values are not recommended for survey control.
 ER0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0585.See file dsdata.txt to determine how the superseded data were derived.
 ER0585
 ER0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD494397(NAD 83)
 ER0585_MARKER: DB = BENCH MARK DISK
 ER0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0585_SP_SET: CONCRETE POST
 ER0585_STAMPING: 119 DOR 1972 5617
 ER0585_MARK LOGO: USGS  
 ER0585_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0585+STABILITY: SURFACE MOTION
 ER0585
 ER0585  HISTORY     - Date     Condition        Report By
 ER0585  HISTORY     - 1972     MONUMENTED       USGS
 ER0585
 ER0585                          STATION DESCRIPTION
 ER0585
 ER0585'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0585'29.5 KM (18.30 MI) NE FROM ST JOHNS.
 ER0585'FROM THE POST OFFICE AT ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0585'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES
 ER0585'NORTHWEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO
 ER0585'A FENCE CORNER, THENCE 3.0 MILES WEST ALONG A FENCE LINE, 0.6 MILES
 ER0585'EAST OF A WINDMILL, 34 FEET NORTH OF A USBLM CADASTRAL SURVEY BRASS
 ER0585'CAP STAMPED T15N R28E S21 S22 S28 S27 1963, AND 5 FEET NORTH OF A
 ER0585'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0466 ***********************************************************************
 GQ0466  DESIGNATION -  119 DOR
 GQ0466  PID         -  GQ0466
 GQ0466  STATE/COUNTY-  AZ/MOHAVE
 GQ0466  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0466
 GQ0466                         *CURRENT SURVEY CONTROL
 GQ0466  ___________________________________________________________________
 GQ0466* NAD 83(1986)-  36 35 32.     (N)    113 24 01.     (W)     SCALED    
 GQ0466* NAVD 88     -      1547.130  (meters)    5075.88   (feet)  POSTED    
 GQ0466  ___________________________________________________________________
 GQ0466  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 GQ0466  DYNAMIC HT  -        1545.330 (meters)    5069.97  (feet)  COMP
 GQ0466  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 GQ0466
 GQ0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0466
 GQ0466.The horizontal coordinates were scaled from a topographic map and have
 GQ0466.an estimated accuracy of +/- 6 seconds.
 GQ0466
 GQ0466.The orthometric height was determined by differential leveling
 GQ0466.and adjusted by the  in 1992.
 GQ0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0466.rate of 0.0 thru 1.0 mm/km.
 GQ0466
 GQ0466.The geoid height was determined by GEOID03.
 GQ0466
 GQ0466.The dynamic height is computed by dividing the NAVD 88
 GQ0466.geopotential number by the normal gravity value computed on the
 GQ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0466.degrees latitude (g = 980.6199 gals.).
 GQ0466
 GQ0466.The modeled gravity was interpolated from observed gravity values.
 GQ0466
 GQ0466;                    North         East    Units  Estimated Accuracy
 GQ0466;SPC AZ W     -   620,300.      244,650.      MT  (+/- 180 meters Scaled)
 GQ0466
 GQ0466                          SUPERSEDED SURVEY CONTROL
 GQ0466
 GQ0466.No superseded survey control is available for this station.
 GQ0466
 GQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF852523(NAD 83)
 GQ0466_MARKER: DB = BENCH MARK DISK
 GQ0466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0466_SP_SET: COPPER-CLAD STEEL ROD
 GQ0466_STAMPING: 119 DOR 1970 5073
 GQ0466_MARK LOGO: USGS  
 GQ0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0466
 GQ0466  HISTORY     - Date     Condition        Report By
 GQ0466  HISTORY     - 1970     MONUMENTED       USGS
 GQ0466
 GQ0466                          STATION DESCRIPTION
 GQ0466
 GQ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0466'68.4 KM (42.50 MI) SSE FROM ST GEORGE UT.
 GQ0466'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0466'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0466'ROAD TO THE ARIZONA STATE LINE, CONTINUE 35.8 MILES SOUTH ALONG MT.
 GQ0466'TRUMBULL ROAD, 0.5 MILES NORTH OF A CATTLEGUARD, 0.1 MILE SOUTHEAST
 GQ0466'OF A STANDARD USGLO BRASS CAP STAMPED 1/4 S19 S20 1932, 185 FEET
 GQ0466'SOUTHEAST OF THE JUNCTION OF A DIM Y-ROAD LEADING SOUTHEAST, 52 FEET
 GQ0466'EAST-NORTHEAST OF THE ROAD, 12 FEET SOUTHWEST OF THE DIM Y-ROAD.  ROD
 GQ0466'DEPTH UNKNOWN.
 GQ0466'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0466'THE MARK IS 2.4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0688 ***********************************************************************
 GP0688  DESIGNATION -  119 DOR
 GP0688  PID         -  GP0688
 GP0688  STATE/COUNTY-  AZ/NAVAJO
 GP0688  USGS QUAD   -  SHONTO NW (1980)
 GP0688
 GP0688                         *CURRENT SURVEY CONTROL
 GP0688  ___________________________________________________________________
 GP0688* NAD 83(1986)-  36 43 35.     (N)    110 41 46.     (W)     SCALED    
 GP0688* NAVD 88     -      2131.027  (meters)    6991.54   (feet)  ADJUSTED  
 GP0688  ___________________________________________________________________
 GP0688  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 GP0688  DYNAMIC HT  -        2128.314 (meters)    6982.64  (feet)  COMP
 GP0688  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 GP0688
 GP0688  VERT ORDER  -  SECOND    CLASS 0
 GP0688
 GP0688.The horizontal coordinates were scaled from a topographic map and have
 GP0688.an estimated accuracy of +/- 6 seconds.
 GP0688
 GP0688.The orthometric height was determined by differential leveling
 GP0688.and adjusted in June 1991.
 GP0688
 GP0688.The geoid height was determined by GEOID03.
 GP0688
 GP0688.The dynamic height is computed by dividing the NAVD 88
 GP0688.geopotential number by the normal gravity value computed on the
 GP0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0688.degrees latitude (g = 980.6199 gals.).
 GP0688
 GP0688.The modeled gravity was interpolated from observed gravity values.
 GP0688
 GP0688;                    North         East    Units  Estimated Accuracy
 GP0688;SPC AZ E     -   635,240.      166,070.      MT  (+/- 180 meters Scaled)
 GP0688
 GP0688                          SUPERSEDED SURVEY CONTROL
 GP0688
 GP0688.No superseded survey control is available for this station.
 GP0688
 GP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF271645(NAD 83)
 GP0688_MARKER: DB = BENCH MARK DISK
 GP0688_SETTING: 66 = SET IN ROCK OUTCROP
 GP0688_SP_SET: ROCK OUTCROP
 GP0688_STAMPING: 119 DOR 1969 6988
 GP0688_MARK LOGO: USGS  
 GP0688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0688+STABILITY: POSITION/ELEVATION WELL
 GP0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0688+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0688
 GP0688  HISTORY     - Date     Condition        Report By
 GP0688  HISTORY     - 1969     MONUMENTED       USGS
 GP0688
 GP0688                          STATION DESCRIPTION
 GP0688
 GP0688'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0688'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0688'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0688'NORTH, THENCE 26.3 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0688'MOUNTAIN ROAD, 0.5 MILES SOUTH OF A TELEPHONE LINE CROSSING, 75 FEET
 GP0688'NORTHWEST OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 55 FEET WEST
 GP0688'AND 7 FEET LOWER THAN THE ROAD, 2 FEET NORTHEAST OF A WITNESS, IN A
 GP0688'FLAT SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0624 ***********************************************************************
 DA0624  DESIGNATION -  1194
 DA0624  PID         -  DA0624
 DA0624  STATE/COUNTY-  AZ/MARICOPA
 DA0624  USGS QUAD   -  BOSQUE (1973)
 DA0624
 DA0624                         *CURRENT SURVEY CONTROL
 DA0624  ___________________________________________________________________
 DA0624* NAD 83(1986)-  32 59 02.     (N)    112 31 14.     (W)     SCALED    
 DA0624* NAVD 88     -       364.660  (meters)    1196.39   (feet)  ADJUSTED  
 DA0624  ___________________________________________________________________
 DA0624  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DA0624  DYNAMIC HT  -         364.223 (meters)    1194.95  (feet)  COMP
 DA0624  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 DA0624
 DA0624  VERT ORDER  -  FIRST     CLASS II
 DA0624
 DA0624.The horizontal coordinates were scaled from a topographic map and have
 DA0624.an estimated accuracy of +/- 6 seconds.
 DA0624
 DA0624.The orthometric height was determined by differential leveling
 DA0624.and adjusted in June 1991.
 DA0624
 DA0624.The geoid height was determined by GEOID03.
 DA0624
 DA0624.The dynamic height is computed by dividing the NAVD 88
 DA0624.geopotential number by the normal gravity value computed on the
 DA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0624.degrees latitude (g = 980.6199 gals.).
 DA0624
 DA0624.The modeled gravity was interpolated from observed gravity values.
 DA0624
 DA0624;                    North         East    Units  Estimated Accuracy
 DA0624;SPC AZ C     -   220,130.      156,920.      MT  (+/- 180 meters Scaled)
 DA0624
 DA0624                          SUPERSEDED SURVEY CONTROL
 DA0624
 DA0624  NGVD 29 (??/??/92)  364.020  (m)         1194.29   (f) ADJ UNCH    1 2
 DA0624
 DA0624.Superseded values are not recommended for survey control.
 DA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0624.See file dsdata.txt to determine how the superseded data were derived.
 DA0624
 DA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB579505(NAD 83)
 DA0624_MARKER: P = PIPE CAP
 DA0624_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0624_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0624+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0624
 DA0624  HISTORY     - Date     Condition        Report By
 DA0624  HISTORY     - UNK      MONUMENTED       USGS
 DA0624  HISTORY     - 1967     GOOD             NGS
 DA0624  HISTORY     - 1980     GOOD             NGS
 DA0624  HISTORY     - 1980     GOOD             NGS
 DA0624  HISTORY     - 20070603 GOOD             GEOCAC
 DA0624
 DA0624                          STATION DESCRIPTION
 DA0624
 DA0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0624'11.7 MI E FROM GILA BEND.
 DA0624'11.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0624'AT GILA BEND, IN S 24, T 5 S, R 3 W, 0.5 MILE NORTHEAST OF MILEPOST
 DA0624'867, 0.1 MILE SOUTHWEST OF A SMALL ROCKY KNOLL, 47 FEET NORTHWEST OF
 DA0624'THE NORTHWEST RAIL OF THE MAIN TRACK, 9 FEET NORTHWEST OF A TELEPHONE
 DA0624'POLE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 DA0624'THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY CAP ON A 3-INCH IRON
 DA0624'PIPE PROJECTING 10 INCHES.
 DA0624
 DA0624                          STATION RECOVERY (1980)
 DA0624
 DA0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0624'RECOVERED IN GOOD CONDITION.
 DA0624
 DA0624                          STATION RECOVERY (1980)
 DA0624
 DA0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0624'RECOVERED IN GOOD CONDITION.
 DA0624
 DA0624                          STATION RECOVERY (2007)
 DA0624
 DA0624'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0196 ***********************************************************************
 DV0196  DESIGNATION -  1195.85
 DV0196  PID         -  DV0196
 DV0196  STATE/COUNTY-  AZ/MARICOPA
 DV0196  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0196
 DV0196                         *CURRENT SURVEY CONTROL
 DV0196  ___________________________________________________________________
 DV0196* NAD 83(1986)-  33 32 57.     (N)    112 06 46.     (W)     SCALED    
 DV0196* NAVD 88     -       364.835  (meters)    1196.96   (feet)  ADJUSTED  
 DV0196  ___________________________________________________________________
 DV0196  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0196  DYNAMIC HT  -         364.417 (meters)    1195.59  (feet)  COMP
 DV0196  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DV0196
 DV0196  VERT ORDER  -  FIRST     CLASS II
 DV0196
 DV0196.The horizontal coordinates were scaled from a topographic map and have
 DV0196.an estimated accuracy of +/- 6 seconds.
 DV0196
 DV0196.The orthometric height was determined by differential leveling
 DV0196.and adjusted in November 1993.
 DV0196
 DV0196.The geoid height was determined by GEOID03.
 DV0196
 DV0196.The dynamic height is computed by dividing the NAVD 88
 DV0196.geopotential number by the normal gravity value computed on the
 DV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0196.degrees latitude (g = 980.6199 gals.).
 DV0196
 DV0196.The modeled gravity was interpolated from observed gravity values.
 DV0196
 DV0196;                    North         East    Units  Estimated Accuracy
 DV0196;SPC AZ C     -   282,670.      195,150.      MT  (+/- 180 meters Scaled)
 DV0196
 DV0196                          SUPERSEDED SURVEY CONTROL
 DV0196
 DV0196  NGVD 29 (??/??/92)  364.335  (m)         1195.32   (f) ADJ UNCH    1 2
 DV0196
 DV0196.Superseded values are not recommended for survey control.
 DV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0196.See file dsdata.txt to determine how the superseded data were derived.
 DV0196
 DV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966127(NAD 83)
 DV0196_MARKER: DD = SURVEY DISK
 DV0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0196_SP_SET: CULVERT
 DV0196_STAMPING: 1195.85
 DV0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0196+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DV0196
 DV0196  HISTORY     - Date     Condition        Report By
 DV0196  HISTORY     - UNK      MONUMENTED       AZDT
 DV0196  HISTORY     - 1959     GOOD             NGS
 DV0196  HISTORY     - 1981     GOOD             AZDT
 DV0196  HISTORY     - 19910503 GOOD             USPSQD
 DV0196  HISTORY     - 20070302 GOOD             GEOCAC
 DV0196
 DV0196                          STATION DESCRIPTION
 DV0196
 DV0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0196'IN PHOENIX.
 DV0196'5.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0196'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.3 MILE SOUTH OF MILEPOST
 DV0196'NUMBER 207, 0.25 MILE SOUTH OF WEST NORTHERN AVENUE, 23 FEET SOUTH OF
 DV0196'THE CENTER OF W. BELMONT ST. CEMENTED IN THE CENTER OF THE WEST
 DV0196'HEADWALL OF A CULVERT.
 DV0196
 DV0196                          STATION RECOVERY (1981)
 DV0196
 DV0196'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0196'5.7 MI (9.2 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV0196'MCDOWELL ROAD IN PHOENIX TO THE MARK ON THE SOUTHWEST CORNER OF WEST
 DV0196'BELMONT AVENUE AND THE SOUTHBOUND FRONTAGE ROAD 0.70 MILE (1.13 KM)
 DV0196'NORTH OF GLENDALE AVENUE, 0.3 MILE (0.48 KM) SOUTH OF NORTHERN AVENUE
 DV0196'33.5 FT (10.21M) WEST OF THE EAST CURB OF THE SOUTHBOUND FRONTAGE
 DV0196'ROAD, 13.0 FT (3.96 M) EAST OF FIRE HYDRANT, 6.3 FT (1.9 M) SOUTH
 DV0196'OF THE SOUTH CURB OF BELMONT AVENUE.  SET IN THE CENTER OF A NORTH-
 DV0196'SOUTH HEADWALL.
 DV0196
 DV0196                          STATION RECOVERY (1991)
 DV0196
 DV0196'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0196'RECOVERED IN GOOD CONDITION.
 DV0196
 DV0196                          STATION RECOVERY (2007)
 DV0196
 DV0196'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0842 ***********************************************************************
 DU0842  DESIGNATION -  1197.20
 DU0842  PID         -  DU0842
 DU0842  STATE/COUNTY-  AZ/PINAL
 DU0842  USGS QUAD   -  SACATON BUTTE (1967)
 DU0842
 DU0842                         *CURRENT SURVEY CONTROL
 DU0842  ___________________________________________________________________
 DU0842* NAD 83(1986)-  33 07 03.     (N)    111 54 03.     (W)     SCALED    
 DU0842* NAVD 88     -       365.25   (+/-2cm)    1198.3    (feet)  VERTCON   
 DU0842  ___________________________________________________________________
 DU0842  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DU0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0842
 DU0842.The horizontal coordinates were scaled from a topographic map and have
 DU0842.an estimated accuracy of +/- 6 seconds.
 DU0842
 DU0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0842.The vertical order pertains to the NGVD 29 superseded value.
 DU0842
 DU0842.The geoid height was determined by GEOID03.
 DU0842
 DU0842;                    North         East    Units  Estimated Accuracy
 DU0842;SPC AZ C     -   234,780.      214,840.      MT  (+/- 180 meters Scaled)
 DU0842
 DU0842                          SUPERSEDED SURVEY CONTROL
 DU0842
 DU0842  NGVD 29 (??/??/92)  364.768  (m)         1196.74   (f) ADJ UNCH    2 0
 DU0842
 DU0842.Superseded values are not recommended for survey control.
 DU0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0842.See file dsdata.txt to determine how the superseded data were derived.
 DU0842
 DU0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB159646(NAD 83)
 DU0842_MARKER: DD = SURVEY DISK
 DU0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0842_SP_SET: CULVERT
 DU0842_STAMPING: 1197.20
 DU0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0842
 DU0842  HISTORY     - Date     Condition        Report By
 DU0842  HISTORY     - UNK      MONUMENTED       BOR
 DU0842  HISTORY     - 1948     GOOD             NGS
 DU0842  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0842  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0842
 DU0842                          STATION DESCRIPTION
 DU0842
 DU0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0842'1.0 MI W FROM CASA BLANCA.
 DU0842'1.0 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0842'39.4 FEET WEST OF THE CENTER LINE OF A ROAD RUNNING NORTH AND SOUTH,
 DU0842'15.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT ABOVE THE
 DU0842'LEVEL OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE NORTH
 DU0842'CONCRETE HEADWALL OF A CULVERT IN THE ROAD FOR A IRRIGATION DITCH.
 DU0842
 DU0842                          STATION RECOVERY (1994)
 DU0842
 DU0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0842'MARK NOT FOUND.
 DU0842
 DU0842                          STATION RECOVERY (2007)
 DU0842
 DU0842'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0842'THE CULVERT AND IT'S ASSOCIATED HEADWALL HAVE BEEN REMOVED. ASSUMED
 DU0842'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0805 ***********************************************************************
 DU0805  DESIGNATION -  1198
 DU0805  PID         -  DU0805
 DU0805  STATE/COUNTY-  AZ/MARICOPA
 DU0805  USGS QUAD   -  GUADALUPE (1982)
 DU0805
 DU0805                         *CURRENT SURVEY CONTROL
 DU0805  ___________________________________________________________________
 DU0805* NAD 83(1986)-  33 19 40.     (N)    111 57 10.     (W)     SCALED    
 DU0805* NAVD 88     -       365.54   (+/-2cm)    1199.3    (feet)  VERTCON   
 DU0805  ___________________________________________________________________
 DU0805  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0805
 DU0805.The horizontal coordinates were scaled from a topographic map and have
 DU0805.an estimated accuracy of +/- 6 seconds.
 DU0805
 DU0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0805.The vertical order pertains to the NGVD 29 superseded value.
 DU0805
 DU0805.The geoid height was determined by GEOID03.
 DU0805
 DU0805;                    North         East    Units  Estimated Accuracy
 DU0805;SPC AZ C     -   258,100.      210,000.      MT  (+/- 180 meters Scaled)
 DU0805
 DU0805                          SUPERSEDED SURVEY CONTROL
 DU0805
 DU0805  NGVD 29 (??/??/92)  364.962  (m)         1197.38   (f) ADJ UNCH    2 0
 DU0805
 DU0805.Superseded values are not recommended for survey control.
 DU0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0805.See file dsdata.txt to determine how the superseded data were derived.
 DU0805
 DU0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB113880(NAD 83)
 DU0805_MARKER: P = PIPE CAP
 DU0805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0805_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0805_STAMPING: 1198 PHNX
 DU0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0805
 DU0805  HISTORY     - Date     Condition        Report By
 DU0805  HISTORY     - UNK      MONUMENTED       USGS
 DU0805  HISTORY     - 1948     GOOD             NGS
 DU0805  HISTORY     - 1959     GOOD             DOD
 DU0805  HISTORY     - 20010221 MARK NOT FOUND   MCDOT
 DU0805
 DU0805                          STATION DESCRIPTION
 DU0805
 DU0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0805'7.2 MI S FROM TEMPE.
 DU0805'7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0805'STATION AT TEMPE, MARICOPA COUNTY, 1.8 MILES NORTH OF HANSEN JUNCTION,
 DU0805'180 FEET SOUTH OF A CULVERT, ON THE TOP OF A BANK, AND 20 FEET EAST OF
 DU0805'THE CENTERLINE OF THE TRACK, RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DU0805'PIPE.
 DU0805
 DU0805                          STATION RECOVERY (1959)
 DU0805
 DU0805'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DU0805'RECOVERED IN GOOD CONDITION.
 DU0805
 DU0805                          STATION RECOVERY (2001)
 DU0805
 DU0805'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DU0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0546 ***********************************************************************
 CY0546  DESIGNATION -  12
 CY0546  PID         -  CY0546
 CY0546  STATE/COUNTY-  AZ/GRAHAM
 CY0546  USGS QUAD   -  ARTESIA NE (1966)
 CY0546
 CY0546                         *CURRENT SURVEY CONTROL
 CY0546  ___________________________________________________________________
 CY0546* NAD 83(1986)-  32 41 52.     (N)    109 33 27.     (W)     SCALED    
 CY0546* NAVD 88     -       961.04   (+/-2cm)    3153.0    (feet)  VERTCON   
 CY0546  ___________________________________________________________________
 CY0546  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CY0546  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0546
 CY0546.The horizontal coordinates were scaled from a topographic map and have
 CY0546.an estimated accuracy of +/- 6 seconds.
 CY0546
 CY0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0546.The vertical order pertains to the NGVD 29 superseded value.
 CY0546
 CY0546.The geoid height was determined by GEOID03.
 CY0546
 CY0546;                    North         East    Units  Estimated Accuracy
 CY0546;SPC AZ E     -   188,400.      270,480.      MT  (+/- 180 meters Scaled)
 CY0546
 CY0546                          SUPERSEDED SURVEY CONTROL
 CY0546
 CY0546  NGVD 29 (??/??/92)  960.407  (m)         3150.94   (f) ADJ UNCH    1 2
 CY0546
 CY0546.Superseded values are not recommended for survey control.
 CY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0546.See file dsdata.txt to determine how the superseded data were derived.
 CY0546
 CY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB352187(NAD 83)
 CY0546_MARKER: DD = SURVEY DISK
 CY0546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0546_STAMPING: 3150.935 12
 CY0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0546
 CY0546  HISTORY     - Date     Condition        Report By
 CY0546  HISTORY     - UNK      MONUMENTED       USGS
 CY0546  HISTORY     - 1932     GOOD             NGS
 CY0546
 CY0546                          STATION DESCRIPTION
 CY0546
 CY0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0546'6.3 MI N FROM TANQUE.
 CY0546'ON SOUTHERN PACIFIC RAILROAD, 32 FEET WEST OF RAILROAD CENTERLINE, 205
 CY0546'FEET SOUTH OF MILEPOST 1124, NORTH END OF RAILROAD GRADE EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1593 ***********************************************************************
 DV1593  DESIGNATION -  12 A
 DV1593  PID         -  DV1593
 DV1593  STATE/COUNTY-  AZ/LA PAZ
 DV1593  USGS QUAD   -  VICKSBURG (1990)
 DV1593
 DV1593                         *CURRENT SURVEY CONTROL
 DV1593  ___________________________________________________________________
 DV1593* NAD 83(1986)-  33 38 10.     (N)    113 48 37.     (W)     SCALED    
 DV1593* NAVD 88     -       363.60   (+/-2cm)    1192.9    (feet)  VERTCON   
 DV1593  ___________________________________________________________________
 DV1593  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1593
 DV1593.The horizontal coordinates were scaled from a topographic map and have
 DV1593.an estimated accuracy of +/- 6 seconds.
 DV1593
 DV1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1593.The vertical order pertains to the NGVD 29 superseded value.
 DV1593
 DV1593.The geoid height was determined by GEOID03.
 DV1593
 DV1593;                    North         East    Units  Estimated Accuracy
 DV1593;SPC AZ W     -   292,310.      207,770.      MT  (+/- 180 meters Scaled)
 DV1593
 DV1593                          SUPERSEDED SURVEY CONTROL
 DV1593
 DV1593  NGVD 29 (??/??/92)  362.935  (m)         1190.73   (f) ADJ UNCH    2 0
 DV1593
 DV1593.Superseded values are not recommended for survey control.
 DV1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1593.See file dsdata.txt to determine how the superseded data were derived.
 DV1593
 DV1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC393253(NAD 83)
 DV1593_MARKER: DD = SURVEY DISK
 DV1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1593_STAMPING: 12 A 1962
 DV1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1593+STABILITY: SURFACE MOTION
 DV1593
 DV1593  HISTORY     - Date     Condition        Report By
 DV1593  HISTORY     - 1962     MONUMENTED       AZHD
 DV1593
 DV1593                          STATION DESCRIPTION
 DV1593
 DV1593'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1593'11.35 MI SE FROM BRENDA.
 DV1593'0.5 MILE EAST-SOUTHEAST OF C 396 12 AZ ARIZONA HIGHWAY DEPARTMENT
 DV1593'DISK STAMPED 12 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1593'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1593'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1166 ***********************************************************************
 DA1166  DESIGNATION -  12 DOR
 DA1166  PID         -  DA1166
 DA1166  STATE/COUNTY-  AZ/MARICOPA
 DA1166  USGS QUAD   -  SMURR (1973)
 DA1166
 DA1166                         *CURRENT SURVEY CONTROL
 DA1166  ___________________________________________________________________
 DA1166* NAD 83(1986)-  32 55 55.     (N)    112 48 15.     (W)     SCALED    
 DA1166* NAVD 88     -       223.194  (meters)     732.26   (feet)  ADJUSTED  
 DA1166  ___________________________________________________________________
 DA1166  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DA1166  DYNAMIC HT  -         222.934 (meters)     731.41  (feet)  COMP
 DA1166  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DA1166
 DA1166  VERT ORDER  -  FIRST     CLASS II
 DA1166
 DA1166.The horizontal coordinates were scaled from a topographic map and have
 DA1166.an estimated accuracy of +/- 6 seconds.
 DA1166
 DA1166.The orthometric height was determined by differential leveling
 DA1166.and adjusted in June 1991.
 DA1166
 DA1166.The geoid height was determined by GEOID03.
 DA1166
 DA1166.The dynamic height is computed by dividing the NAVD 88
 DA1166.geopotential number by the normal gravity value computed on the
 DA1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1166.degrees latitude (g = 980.6199 gals.).
 DA1166
 DA1166.The modeled gravity was interpolated from observed gravity values.
 DA1166
 DA1166;                    North         East    Units  Estimated Accuracy
 DA1166;SPC AZ C     -   214,550.      130,360.      MT  (+/- 180 meters Scaled)
 DA1166
 DA1166                          SUPERSEDED SURVEY CONTROL
 DA1166
 DA1166.No superseded survey control is available for this station.
 DA1166
 DA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB313451(NAD 83)
 DA1166_MARKER: DB = BENCH MARK DISK
 DA1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1166_SP_SET: BRIDGE FOUNDATION
 DA1166_STAMPING: 12 DOR 1973 730 FT
 DA1166_MARK LOGO: USGS  
 DA1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA1166+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA1166
 DA1166  HISTORY     - Date     Condition        Report By
 DA1166  HISTORY     - 1973     MONUMENTED       USGS
 DA1166  HISTORY     - 1980     GOOD             NGS
 DA1166  HISTORY     - 20060128 GOOD             USPSQD
 DA1166  HISTORY     - 20060128 GOOD             USPSQD
 DA1166  HISTORY     - 20070626 GOOD             GEOCAC
 DA1166
 DA1166                          STATION DESCRIPTION
 DA1166
 DA1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1166'8.4 KM (5.2 MI) SW FROM GILA BEND.
 DA1166'8.4 KM (5.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1166'MARTIN AVENUE CROSSING IN GILA BEND, AT THE JUNCTION OF CITRUS VALLEY
 DA1166'ROAD, SET IN THE TOP CENTER OF THE SOUTHWEST FOUNDATION OF THE
 DA1166'SOUTHWEST SET OF CONCRETE PIERS FOR THE EAST-BOUND BRIDGE ON
 DA1166'INTERSTATE HIGHWAY 8 OVER CITRUS VALLEY ROAD, 94.8 METERS (311 FT)
 DA1166'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 60.1 METERS (197 FT)
 DA1166'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80)
 DA1166'5.3 METERS (17.5 FT) SOUTHWEST OF THE CENTERLINE OF CITRUS VALLEY
 DA1166'ROAD.
 DA1166'THE MARK IS 0.3 M ABOVE CITRUS VALLEY ROAD.
 DA1166
 DA1166                          STATION RECOVERY (2006)
 DA1166
 DA1166'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1166'RECOVERED AS DESCRIBED.
 DA1166
 DA1166                          STATION RECOVERY (2006)
 DA1166
 DA1166'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1166'RECOVERED AS DESCRIBED.
 DA1166
 DA1166                          STATION RECOVERY (2007)
 DA1166
 DA1166'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1053 ***********************************************************************
 DV1053  DESIGNATION -  12 FS
 DV1053  PID         -  DV1053
 DV1053  STATE/COUNTY-  AZ/MARICOPA
 DV1053  USGS QUAD   -  HYDER SE (1982)
 DV1053
 DV1053                         *CURRENT SURVEY CONTROL
 DV1053  ___________________________________________________________________
 DV1053* NAD 83(1986)-  33 03 00.     (N)    113 16 39.     (W)     SCALED    
 DV1053* NAVD 88     -       168.44   (+/-2cm)     552.6    (feet)  VERTCON   
 DV1053  ___________________________________________________________________
 DV1053  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DV1053  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1053
 DV1053.The horizontal coordinates were scaled from a topographic map and have
 DV1053.an estimated accuracy of +/- 6 seconds.
 DV1053
 DV1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1053.The vertical order pertains to the NGVD 29 superseded value.
 DV1053
 DV1053.The geoid height was determined by GEOID03.
 DV1053
 DV1053;                    North         East    Units  Estimated Accuracy
 DV1053;SPC AZ C     -   228,120.       86,270.      MT  (+/- 180 meters Scaled)
 DV1053
 DV1053                          SUPERSEDED SURVEY CONTROL
 DV1053
 DV1053  NGVD 29 (??/??/92)  167.849  (m)          550.68   (f) ADJ UNCH    1 2
 DV1053
 DV1053.Superseded values are not recommended for survey control.
 DV1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1053.See file dsdata.txt to determine how the superseded data were derived.
 DV1053
 DV1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB873591(NAD 83)
 DV1053_MARKER: DD = SURVEY DISK
 DV1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1053_STAMPING: 12 F S 1925
 DV1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1053+STABILITY: SURFACE MOTION
 DV1053
 DV1053  HISTORY     - Date     Condition        Report By
 DV1053  HISTORY     - 1925     MONUMENTED       USGS
 DV1053  HISTORY     - 1925     GOOD             NGS
 DV1053  HISTORY     - 1927     GOOD             NGS
 DV1053  HISTORY     - 20021010 MARK NOT FOUND   MCDOT
 DV1053
 DV1053                          STATION DESCRIPTION
 DV1053
 DV1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 DV1053'5.0 MI E FROM AGUA.
 DV1053'5 MILES EAST OF AGUA RR. STATION.  BRONZE DISC SET IN CONCRETE POST (6
 DV1053'X 6 IN. AT TOP) 40 FEET SOUTH THE SOUTHERN PACIFIC RR. TRACKS, AND 10
 DV1053'FEET INSIDE THE RIGHT-OF-WAY FENCE LINE.  10-2/3 TELEPHONE POLES EAST
 DV1053'OF MILEPOST 827.  13 TELEPHONE POLES EAST OF SIGNBOARD CAMEL. 175 FEET
 DV1053'WEST OF RAILROAD CULVERT 827 C.  120 FEET WEST OF HIGHWAY CROSSING 827
 DV1053'A-827 B.  MARK IS 5 FEET BELOW THE TRACK LEVEL.
 DV1053
 DV1053                          STATION RECOVERY (1927)
 DV1053
 DV1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1927
 DV1053'RECOVERED IN GOOD CONDITION.
 DV1053
 DV1053                          STATION RECOVERY (2002)
 DV1053
 DV1053'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0772 ***********************************************************************
 FQ0772  DESIGNATION -  12 HLS
 FQ0772  PID         -  FQ0772
 FQ0772  STATE/COUNTY-  AZ/NAVAJO
 FQ0772  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0772
 FQ0772                         *CURRENT SURVEY CONTROL
 FQ0772  ___________________________________________________________________
 FQ0772* NAD 83(1986)-  35 06 55.     (N)    110 20 02.     (W)     SCALED    
 FQ0772* NAVD 88     -      1559.557  (meters)    5116.65   (feet)  ADJUSTED  
 FQ0772  ___________________________________________________________________
 FQ0772  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0772  DYNAMIC HT  -        1557.472 (meters)    5109.81  (feet)  COMP
 FQ0772  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 FQ0772
 FQ0772  VERT ORDER  -  THIRD
 FQ0772
 FQ0772.The horizontal coordinates were scaled from a topographic map and have
 FQ0772.an estimated accuracy of +/- 6 seconds.
 FQ0772
 FQ0772.The orthometric height was determined by differential leveling
 FQ0772.and adjusted in June 1991.
 FQ0772
 FQ0772.The geoid height was determined by GEOID03.
 FQ0772
 FQ0772.The dynamic height is computed by dividing the NAVD 88
 FQ0772.geopotential number by the normal gravity value computed on the
 FQ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0772.degrees latitude (g = 980.6199 gals.).
 FQ0772
 FQ0772.The modeled gravity was interpolated from observed gravity values.
 FQ0772
 FQ0772;                    North         East    Units  Estimated Accuracy
 FQ0772;SPC AZ E     -   456,380.      198,120.      MT  (+/- 180 meters Scaled)
 FQ0772
 FQ0772                          SUPERSEDED SURVEY CONTROL
 FQ0772
 FQ0772.No superseded survey control is available for this station.
 FQ0772
 FQ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD606860(NAD 83)
 FQ0772_MARKER: DB = BENCH MARK DISK
 FQ0772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0772_SP_SET: COPPER-CLAD STEEL ROD
 FQ0772_STAMPING: 12 HLS 1970 5114
 FQ0772_MARK LOGO: USGS  
 FQ0772_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0772+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0772
 FQ0772  HISTORY     - Date     Condition        Report By
 FQ0772  HISTORY     - 1970     MONUMENTED       USGS
 FQ0772
 FQ0772                          STATION DESCRIPTION
 FQ0772
 FQ0772'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0772'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0772'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0772'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 6.6 MILES
 FQ0772'NORTHEAST ALONG THE ROAD, 0.1 MILE WEST OF A STOCK POND, 100 FEET
 FQ0772'NORTHWEST OF AND 9 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 2
 FQ0772'FEET SOUTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN
 FQ0772'A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0876 ***********************************************************************
 FQ0876  DESIGNATION -  12 JRH
 FQ0876  PID         -  FQ0876
 FQ0876  STATE/COUNTY-  AZ/COCONINO
 FQ0876  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0876
 FQ0876                         *CURRENT SURVEY CONTROL
 FQ0876  ___________________________________________________________________
 FQ0876* NAD 83(1986)-  35 35 46.     (N)    111 42 17.     (W)     SCALED    
 FQ0876* NAVD 88     -      1847.416  (meters)    6061.06   (feet)  POSTED    
 FQ0876  ___________________________________________________________________
 FQ0876  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0876  DYNAMIC HT  -        1844.970 (meters)    6053.04  (feet)  COMP
 FQ0876  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 FQ0876
 FQ0876  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0876
 FQ0876.The horizontal coordinates were scaled from a topographic map and have
 FQ0876.an estimated accuracy of +/- 6 seconds.
 FQ0876
 FQ0876.The orthometric height was determined by differential leveling
 FQ0876.and adjusted by the  in 1992.
 FQ0876.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0876.rate of 0.0 thru 1.0 mm/km.
 FQ0876
 FQ0876.The geoid height was determined by GEOID03.
 FQ0876
 FQ0876.The dynamic height is computed by dividing the NAVD 88
 FQ0876.geopotential number by the normal gravity value computed on the
 FQ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0876.degrees latitude (g = 980.6199 gals.).
 FQ0876
 FQ0876.The modeled gravity was interpolated from observed gravity values.
 FQ0876
 FQ0876;                    North         East    Units  Estimated Accuracy
 FQ0876;SPC AZ C     -   509,720.      232,570.      MT  (+/- 180 meters Scaled)
 FQ0876
 FQ0876                          SUPERSEDED SURVEY CONTROL
 FQ0876
 FQ0876.No superseded survey control is available for this station.
 FQ0876
 FQ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE361393(NAD 83)
 FQ0876_MARKER: DB = BENCH MARK DISK
 FQ0876_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0876_SP_SET: ROCK OUTCROP
 FQ0876_STAMPING: 12 JRH 1959 6058
 FQ0876_MARK LOGO: USGS  
 FQ0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0876+STABILITY: POSITION/ELEVATION WELL
 FQ0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0876+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0876
 FQ0876  HISTORY     - Date     Condition        Report By
 FQ0876  HISTORY     - 1959     MONUMENTED       USGS
 FQ0876
 FQ0876                          STATION DESCRIPTION
 FQ0876
 FQ0876'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0876'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0876'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0876'LOOKOUT TOWER, PROCEED 36.9 MILES SOUTH, 4.5 MILES SOUTHEAST OF TUB
 FQ0876'RANCH, 3.7 MILES NORTHWEST OF ASO RANCH, 220 FEET SOUTH OF THE CENTER
 FQ0876'OF THE ROAD, ON THE NORTHEAST END OF A FLAT RIDGE, IN A FLAT
 FQ0876'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0286 ***********************************************************************
 DV0286  DESIGNATION -  12 LUKE FIELD
 DV0286  PID         -  DV0286
 DV0286  STATE/COUNTY-  AZ/MARICOPA
 DV0286  USGS QUAD   -  EL MIRAGE (1982)
 DV0286
 DV0286                         *CURRENT SURVEY CONTROL
 DV0286  ___________________________________________________________________
 DV0286* NAD 83(1986)-  33 32 09.     (N)    112 21 31.     (W)     SCALED    
 DV0286* NAVD 88     -       330.44   (+/-2cm)    1084.1    (feet)  VERTCON   
 DV0286  ___________________________________________________________________
 DV0286  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0286
 DV0286.The horizontal coordinates were scaled from a topographic map and have
 DV0286.an estimated accuracy of +/- 6 seconds.
 DV0286
 DV0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0286.The vertical order pertains to the NGVD 29 superseded value.
 DV0286
 DV0286.The geoid height was determined by GEOID03.
 DV0286
 DV0286;                    North         East    Units  Estimated Accuracy
 DV0286;SPC AZ C     -   281,260.      172,310.      MT  (+/- 180 meters Scaled)
 DV0286
 DV0286                          SUPERSEDED SURVEY CONTROL
 DV0286
 DV0286  NGVD 29 (??/??/92)  329.882  (m)         1082.29   (f) ADJ UNCH    2 0
 DV0286
 DV0286.Superseded values are not recommended for survey control.
 DV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0286.See file dsdata.txt to determine how the superseded data were derived.
 DV0286
 DV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738115(NAD 83)
 DV0286_MARKER: Q = CHISELED SQUARE
 DV0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0286_SP_SET: MANHOLE COVER
 DV0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0286
 DV0286  HISTORY     - Date     Condition        Report By
 DV0286  HISTORY     - UNK      MONUMENTED       DOD
 DV0286  HISTORY     - 1945     GOOD             NGS
 DV0286
 DV0286                          STATION DESCRIPTION
 DV0286
 DV0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0286'IN LUKE FIELD.
 DV0286'AT LUKE FIELD, MARICOPA COUNTY, 52.6 FEET SOUTH OF THE SOUTHWEST
 DV0286'CORNER OF THE OFFICERS SWIMMING POOL, AT THE INTERSECTION OF FIRST AND
 DV0286'K STREETS, 21 FEET EAST OF THE CENTERLINE OF FIRST STREET, 18 FEET
 DV0286'SOUTH OF THE PROLONGATION OF THE CENTERLINE OF K STREET, AND ON THE
 DV0286'NORTH EDGE OF AN IRON MANHOLE COVER.  A CROSS INSIDE A CHISELED
 DV0286'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0658 ***********************************************************************
 FR0658  DESIGNATION -  12 W RM 1
 FR0658  PID         -  FR0658
 FR0658  STATE/COUNTY-  AZ/MOHAVE
 FR0658  USGS QUAD   -  HINDU CANYON (1967)
 FR0658
 FR0658                         *CURRENT SURVEY CONTROL
 FR0658  ___________________________________________________________________
 FR0658* NAD 83(1986)-  35 40 29.     (N)    113 32 10.     (W)     SCALED    
 FR0658* NAVD 88     -      1437.178  (meters)    4715.14   (feet)  POSTED    
 FR0658  ___________________________________________________________________
 FR0658  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0658  DYNAMIC HT  -        1435.430 (meters)    4709.41  (feet)  COMP
 FR0658  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 FR0658
 FR0658  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0658
 FR0658.The horizontal coordinates were scaled from a topographic map and have
 FR0658.an estimated accuracy of +/- 6 seconds.
 FR0658
 FR0658.The orthometric height was determined by differential leveling
 FR0658.and adjusted by the  in 1992.
 FR0658.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0658.was located on a no-check spur therefore a value was not computed.
 FR0658.No vertical observational check was made to the station.
 FR0658
 FR0658.The geoid height was determined by GEOID03.
 FR0658
 FR0658.The dynamic height is computed by dividing the NAVD 88
 FR0658.geopotential number by the normal gravity value computed on the
 FR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0658.degrees latitude (g = 980.6199 gals.).
 FR0658
 FR0658.The modeled gravity was interpolated from observed gravity values.
 FR0658
 FR0658;                    North         East    Units  Estimated Accuracy
 FR0658;SPC AZ W     -   518,460.      232,720.      MT  (+/- 180 meters Scaled)
 FR0658
 FR0658                          SUPERSEDED SURVEY CONTROL
 FR0658
 FR0658  NGVD 29 (??/??/92) 1436.30   (m)         4712.3    (f) COMPUTED    2 0
 FR0658
 FR0658.Superseded values are not recommended for survey control.
 FR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0658.See file dsdata.txt to determine how the superseded data were derived.
 FR0658
 FR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE704508(NAD 83)
 FR0658_MARKER: DR = REFERENCE MARK DISK
 FR0658_SETTING: 80 = SET IN A BOULDER
 FR0658_SP_SET: BOULDER
 FR0658_STAMPING: GLO T 27 AND 26 N R 12 W NO 1 1934
 FR0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0658+STABILITY: SURFACE MOTION
 FR0658
 FR0658  HISTORY     - Date     Condition        Report By
 FR0658  HISTORY     - 1934     MONUMENTED       USGLO
 FR0658
 FR0658                          STATION DESCRIPTION
 FR0658
 FR0658'DESCRIBED BY US GENERAL LAND OFFICE 1934
 FR0658'9.2 MI NW FROM PEACH SPRINGS.
 FR0658'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0658'COUNTY, THENCE ABOUT 7.7 MILES NORTHEAST ALONG A ROAD, ABOUT 45 YARDS
 FR0658'NORTHWEST OF BENCH MARK J 96, DESCRIBED ABOVE, ABOUT 95 FEET WEST OF A
 FR0658'FENCE, ABOUT 75 FEET NORTH OF A SECTION CORNER, IN THE TOP OF A SMALL
 FR0658'BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD REFERENCE-MARK
 FR0658'DISK, STAMPED GLO T 27 AND 26 N R 12 W NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0656 ***********************************************************************
 FR0656  DESIGNATION -  12 W RM 2
 FR0656  PID         -  FR0656
 FR0656  STATE/COUNTY-  AZ/MOHAVE
 FR0656  USGS QUAD   -  HINDU CANYON (1967)
 FR0656
 FR0656                         *CURRENT SURVEY CONTROL
 FR0656  ___________________________________________________________________
 FR0656* NAD 83(1986)-  35 40 29.     (N)    113 32 10.     (W)     SCALED    
 FR0656* NAVD 88     -      1437.501  (meters)    4716.20   (feet)  POSTED    
 FR0656  ___________________________________________________________________
 FR0656  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0656  DYNAMIC HT  -        1435.750 (meters)    4710.46  (feet)  COMP
 FR0656  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 FR0656
 FR0656  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0656
 FR0656.The horizontal coordinates were scaled from a topographic map and have
 FR0656.an estimated accuracy of +/- 6 seconds.
 FR0656
 FR0656.The orthometric height was determined by differential leveling
 FR0656.and adjusted by the  in 1992.
 FR0656.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0656.was located on a no-check spur therefore a value was not computed.
 FR0656.No vertical observational check was made to the station.
 FR0656
 FR0656.The geoid height was determined by GEOID03.
 FR0656
 FR0656.The dynamic height is computed by dividing the NAVD 88
 FR0656.geopotential number by the normal gravity value computed on the
 FR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0656.degrees latitude (g = 980.6199 gals.).
 FR0656
 FR0656.The modeled gravity was interpolated from observed gravity values.
 FR0656
 FR0656;                    North         East    Units  Estimated Accuracy
 FR0656;SPC AZ W     -   518,460.      232,720.      MT  (+/- 180 meters Scaled)
 FR0656
 FR0656                          SUPERSEDED SURVEY CONTROL
 FR0656
 FR0656  NGVD 29 (??/??/92) 1436.62   (m)         4713.3    (f) COMPUTED    2 0
 FR0656
 FR0656.Superseded values are not recommended for survey control.
 FR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0656.See file dsdata.txt to determine how the superseded data were derived.
 FR0656
 FR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE704508(NAD 83)
 FR0656_MARKER: DR = REFERENCE MARK DISK
 FR0656_SETTING: 80 = SET IN A BOULDER
 FR0656_SP_SET: BOULDER
 FR0656_STAMPING: GLO T 27 AND 26 N R 12 W NO 2 1934
 FR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0656+STABILITY: SURFACE MOTION
 FR0656
 FR0656  HISTORY     - Date     Condition        Report By
 FR0656  HISTORY     - 1934     MONUMENTED       USGLO
 FR0656
 FR0656                          STATION DESCRIPTION
 FR0656
 FR0656'DESCRIBED BY US GENERAL LAND OFFICE 1934
 FR0656'9.2 MI NW FROM PEACH SPRINGS.
 FR0656'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0656'COUNTY, THENCE ABOUT 7.7 MILES NORTHEAST ALONG A ROAD, ABOUT 7 FEET
 FR0656'NORTHWEST OF A BENCH MARK J 96, DESCRIBED ABOVE, 6 FEET WEST OF A
 FR0656'4-WIRE FENCE, IN THE TOP OF A SMALL BOULDER, AND ABOUT LEVEL WITH THE
 FR0656'GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED GLO T 27 AND 26 N R
 FR0656'12 W NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0432 ***********************************************************************
 CY0432  DESIGNATION -  120
 CY0432  PID         -  CY0432
 CY0432  STATE/COUNTY-  AZ/COCHISE
 CY0432  USGS QUAD   -  RAILROAD PASS (1979)
 CY0432
 CY0432                         *CURRENT SURVEY CONTROL
 CY0432  ___________________________________________________________________
 CY0432* NAD 83(1986)-  32 21 15.     (N)    109 38 13.     (W)     SCALED    
 CY0432* NAVD 88     -      1238.82   (+/-2cm)    4064.4    (feet)  VERTCON   
 CY0432  ___________________________________________________________________
 CY0432  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0432  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0432
 CY0432.The horizontal coordinates were scaled from a topographic map and have
 CY0432.an estimated accuracy of +/- 6 seconds.
 CY0432
 CY0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0432.The vertical order pertains to the NGVD 29 superseded value.
 CY0432
 CY0432.The geoid height was determined by GEOID03.
 CY0432
 CY0432;                    North         East    Units  Estimated Accuracy
 CY0432;SPC AZ E     -   150,260.      263,220.      MT  (+/- 180 meters Scaled)
 CY0432
 CY0432                          SUPERSEDED SURVEY CONTROL
 CY0432
 CY0432  NGVD 29 (??/??/92) 1238.010  (m)         4061.70   (f) ADJ UNCH    1 2
 CY0432
 CY0432.Superseded values are not recommended for survey control.
 CY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0432.See file dsdata.txt to determine how the superseded data were derived.
 CY0432
 CY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA282805(NAD 83)
 CY0432_MARKER: P = PIPE CAP
 CY0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0432_STAMPING: 120 H 1907
 CY0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0432
 CY0432  HISTORY     - Date     Condition        Report By
 CY0432  HISTORY     - 1907     MONUMENTED       USGS
 CY0432  HISTORY     - 1952     GOOD             NGS
 CY0432
 CY0432                          STATION DESCRIPTION
 CY0432
 CY0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0432'9.0 MI W FROM BOWIE.
 CY0432'9.0 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0432'STATION AT BOWIE, 0.4 MILE EAST OF MILEPOLE 1089, 25 YARDS SOUTH OF
 CY0432'TELEGRAPH LINE NORTH OF A FENCE, 29 PACES NORTH OF THE NORTH RAIL, 5
 CY0432'FEET NORTH OF A FENCE LINE, 2.0 FEET EAST OF A WITNESS POST, 0.1 MILE
 CY0432'WEST OF BRIDGE NUMBER 1089.51, AND RIVETED ON AN IRON PIPE PROJECTING
 CY0432'ABOUT 16 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0586 ***********************************************************************
 ER0586  DESIGNATION -  120 DOR
 ER0586  PID         -  ER0586
 ER0586  STATE/COUNTY-  AZ/APACHE
 ER0586  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0586
 ER0586                         *CURRENT SURVEY CONTROL
 ER0586  ___________________________________________________________________
 ER0586* NAD 83(1986)-  34 41 19.     (N)    109 21 02.     (W)     SCALED    
 ER0586* NAVD 88     -      1709.101  (meters)    5607.28   (feet)  ADJUSTED  
 ER0586  ___________________________________________________________________
 ER0586  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ER0586  DYNAMIC HT  -        1706.659 (meters)    5599.26  (feet)  COMP
 ER0586  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 ER0586
 ER0586  VERT ORDER  -  SECOND    CLASS II
 ER0586
 ER0586.The horizontal coordinates were scaled from a topographic map and have
 ER0586.an estimated accuracy of +/- 6 seconds.
 ER0586
 ER0586.The orthometric height was determined by differential leveling
 ER0586.and adjusted in June 1991.
 ER0586
 ER0586.The geoid height was determined by GEOID03.
 ER0586
 ER0586.The dynamic height is computed by dividing the NAVD 88
 ER0586.geopotential number by the normal gravity value computed on the
 ER0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0586.degrees latitude (g = 980.6199 gals.).
 ER0586
 ER0586.The modeled gravity was interpolated from observed gravity values.
 ER0586
 ER0586;                    North         East    Units  Estimated Accuracy
 ER0586;SPC AZ E     -   409,340.      288,140.      MT  (+/- 180 meters Scaled)
 ER0586
 ER0586                          SUPERSEDED SURVEY CONTROL
 ER0586
 ER0586  NGVD 29 (??/??/92) 1708.25   (m)         5604.5    (f) COMPUTED    2 2
 ER0586
 ER0586.Superseded values are not recommended for survey control.
 ER0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0586.See file dsdata.txt to determine how the superseded data were derived.
 ER0586
 ER0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD510397(NAD 83)
 ER0586_MARKER: DB = BENCH MARK DISK
 ER0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0586_SP_SET: CONCRETE POST
 ER0586_STAMPING: 120 DOR 1972 5604
 ER0586_MARK LOGO: USGS  
 ER0586_PROJECTION: PROJECTING 25 CENTIMETERS
 ER0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0586+STABILITY: SURFACE MOTION
 ER0586
 ER0586  HISTORY     - Date     Condition        Report By
 ER0586  HISTORY     - 1972     MONUMENTED       USGS
 ER0586
 ER0586                          STATION DESCRIPTION
 ER0586
 ER0586'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0586'26.9 KM (16.70 MI) NE FROM ST JOHNS.
 ER0586'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0586'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES NORTH
 ER0586'WEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO A
 ER0586'FENCE CORNER, THENCE 2.0 MILES WEST ALONG A FENCE LINE, 1.6 MILES
 ER0586'EAST OF A WINDMILL, 34 FEET WEST OF A T-FENCE SOUTH, 5 FEET NORTH OF
 ER0586'A USBLM CADASTRAL SURVEY BRASS CAP ON AN IRON PIPE STAMPED -T15N R28E
 ER0586'S22 S23 S27 S26 1963-, AND 3 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0467 ***********************************************************************
 GQ0467  DESIGNATION -  120 DOR
 GQ0467  PID         -  GQ0467
 GQ0467  STATE/COUNTY-  AZ/MOHAVE
 GQ0467  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0467
 GQ0467                         *CURRENT SURVEY CONTROL
 GQ0467  ___________________________________________________________________
 GQ0467* NAD 83(1986)-  36 34 42.     (N)    113 23 41.     (W)     SCALED    
 GQ0467* NAVD 88     -      1558.771  (meters)    5114.07   (feet)  POSTED    
 GQ0467  ___________________________________________________________________
 GQ0467  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0467  DYNAMIC HT  -        1556.950 (meters)    5108.09  (feet)  COMP
 GQ0467  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 GQ0467
 GQ0467  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0467
 GQ0467.The horizontal coordinates were scaled from a topographic map and have
 GQ0467.an estimated accuracy of +/- 6 seconds.
 GQ0467
 GQ0467.The orthometric height was determined by differential leveling
 GQ0467.and adjusted by the  in 1992.
 GQ0467.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0467.rate of 0.0 thru 1.0 mm/km.
 GQ0467
 GQ0467.The geoid height was determined by GEOID03.
 GQ0467
 GQ0467.The dynamic height is computed by dividing the NAVD 88
 GQ0467.geopotential number by the normal gravity value computed on the
 GQ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0467.degrees latitude (g = 980.6199 gals.).
 GQ0467
 GQ0467.The modeled gravity was interpolated from observed gravity values.
 GQ0467
 GQ0467;                    North         East    Units  Estimated Accuracy
 GQ0467;SPC AZ W     -   618,760.      245,160.      MT  (+/- 180 meters Scaled)
 GQ0467
 GQ0467                          SUPERSEDED SURVEY CONTROL
 GQ0467
 GQ0467.No superseded survey control is available for this station.
 GQ0467
 GQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF857507(NAD 83)
 GQ0467_MARKER: DB = BENCH MARK DISK
 GQ0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0467_SP_SET: COPPER-CLAD STEEL ROD
 GQ0467_STAMPING: 120 DOR 1970 5111
 GQ0467_MARK LOGO: USGS  
 GQ0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0467
 GQ0467  HISTORY     - Date     Condition        Report By
 GQ0467  HISTORY     - 1970     MONUMENTED       USGS
 GQ0467
 GQ0467                          STATION DESCRIPTION
 GQ0467
 GQ0467'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0467'70.0 KM (43.50 MI) SSE FROM ST GEORGE UT.
 GQ0467'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0467'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0467'ROAD TO THE ARIZONA STATE LINE, CONTINUE 36.8 MILES SOUTH ALONG MT.
 GQ0467'TRUMBULL ROAD, 0.1 MILE EAST OF A FENCE, NORTHWEST OF DIAMOND BUTTE,
 GQ0467'50 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0467'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0467'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0689 ***********************************************************************
 GP0689  DESIGNATION -  120 DOR
 GP0689  PID         -  GP0689
 GP0689  STATE/COUNTY-  AZ/NAVAJO
 GP0689  USGS QUAD   -  SHONTO NW (1980)
 GP0689
 GP0689                         *CURRENT SURVEY CONTROL
 GP0689  ___________________________________________________________________
 GP0689* NAD 83(1986)-  36 44 08.     (N)    110 41 12.     (W)     SCALED    
 GP0689* NAVD 88     -      2138.977  (meters)    7017.63   (feet)  ADJUSTED  
 GP0689  ___________________________________________________________________
 GP0689  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GP0689  DYNAMIC HT  -        2136.254 (meters)    7008.69  (feet)  COMP
 GP0689  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 GP0689
 GP0689  VERT ORDER  -  SECOND    CLASS 0
 GP0689
 GP0689.The horizontal coordinates were scaled from a topographic map and have
 GP0689.an estimated accuracy of +/- 6 seconds.
 GP0689
 GP0689.The orthometric height was determined by differential leveling
 GP0689.and adjusted in June 1991.
 GP0689
 GP0689.The geoid height was determined by GEOID03.
 GP0689
 GP0689.The dynamic height is computed by dividing the NAVD 88
 GP0689.geopotential number by the normal gravity value computed on the
 GP0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0689.degrees latitude (g = 980.6199 gals.).
 GP0689
 GP0689.The modeled gravity was interpolated from observed gravity values.
 GP0689
 GP0689;                    North         East    Units  Estimated Accuracy
 GP0689;SPC AZ E     -   636,250.      166,920.      MT  (+/- 180 meters Scaled)
 GP0689
 GP0689                          SUPERSEDED SURVEY CONTROL
 GP0689
 GP0689.No superseded survey control is available for this station.
 GP0689
 GP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF279655(NAD 83)
 GP0689_MARKER: DB = BENCH MARK DISK
 GP0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0689_SP_SET: COPPER-CLAD STEEL ROD
 GP0689_STAMPING: 120 DOR 1969 7014
 GP0689_MARK LOGO: USGS  
 GP0689_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0689+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0689
 GP0689  HISTORY     - Date     Condition        Report By
 GP0689  HISTORY     - 1969     MONUMENTED       USGS
 GP0689
 GP0689                          STATION DESCRIPTION
 GP0689
 GP0689'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0689'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0689'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0689'NORTH, THENCE 27.1 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0689'MOUNTAIN ROAD, 0.3 MILES NORTHEAST OF A TELEPHONE LINE CROSSING, 38
 GP0689'FEET WEST AND 3 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS,
 GP0689'SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE
 GP0689'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0344 ***********************************************************************
 DV0344  DESIGNATION -  1200
 DV0344  PID         -  DV0344
 DV0344  STATE/COUNTY-  AZ/PINAL
 DV0344  USGS QUAD   -  MARICOPA (1978)
 DV0344
 DV0344                         *CURRENT SURVEY CONTROL
 DV0344  ___________________________________________________________________
 DV0344* NAD 83(1986)-  33 01 58.     (N)    112 00 36.     (W)     SCALED    
 DV0344* NAVD 88     -       366.37   (+/-2cm)    1202.0    (feet)  VERTCON   
 DV0344  ___________________________________________________________________
 DV0344  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0344  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0344
 DV0344.The horizontal coordinates were scaled from a topographic map and have
 DV0344.an estimated accuracy of +/- 6 seconds.
 DV0344
 DV0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0344.The vertical order pertains to the NGVD 29 superseded value.
 DV0344
 DV0344.The geoid height was determined by GEOID03.
 DV0344
 DV0344;                    North         East    Units  Estimated Accuracy
 DV0344;SPC AZ C     -   225,390.      204,640.      MT  (+/- 180 meters Scaled)
 DV0344
 DV0344                          SUPERSEDED SURVEY CONTROL
 DV0344
 DV0344  NGVD 29 (??/??/92)  365.863  (m)         1200.34   (f) ADJ UNCH    1 2
 DV0344
 DV0344.Superseded values are not recommended for survey control.
 DV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0344.See file dsdata.txt to determine how the superseded data were derived.
 DV0344
 DV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB056553(NAD 83)
 DV0344_MARKER: P = PIPE CAP
 DV0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0344_STAMPING: 1200 PHNX
 DV0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0344
 DV0344  HISTORY     - Date     Condition        Report By
 DV0344  HISTORY     - UNK      MONUMENTED       USGS
 DV0344  HISTORY     - 1948     GOOD             NGS
 DV0344  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0344  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0344
 DV0344                          STATION DESCRIPTION
 DV0344
 DV0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0344'2.9 MI SE FROM MARICOPA.
 DV0344'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0344'POST OFFICE AT MARICOPA, 0.1 MILE SOUTHEAST OF A ROAD CROSSING, 346
 DV0344'FEET NORTHWEST OF RAILROAD BRIDGE NO. 900.56, 53.5 FEET NORTHEAST OF A
 DV0344'WIRE FENCE, 48.2 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 3.0
 DV0344'FEET BELOW THE LEVEL OF THE TRACK, 2.9 FEET EAST OF A WHITE WOODEN
 DV0344'WITNESS POST, A STANDARD U.S.G.S. CAP RIVETED ON THE TOP OF A 3 1/2
 DV0344'INCH IRON PIPE PROJECTING 1.8 FEET ABOVE THE GROUND.
 DV0344
 DV0344                          STATION RECOVERY (1967)
 DV0344
 DV0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0344'MARK NOT FOUND.
 DV0344
 DV0344                          STATION RECOVERY (2007)
 DV0344
 DV0344'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0252 ***********************************************************************
 DV0252  DESIGNATION -  1203.86
 DV0252  PID         -  DV0252
 DV0252  STATE/COUNTY-  AZ/MARICOPA
 DV0252  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0252
 DV0252                         *CURRENT SURVEY CONTROL
 DV0252  ___________________________________________________________________
 DV0252* NAD 83(1986)-  33 38 26.     (N)    112 21 09.     (W)     SCALED    
 DV0252* NAVD 88     -       367.62   (+/-2cm)    1206.1    (feet)  VERTCON   
 DV0252  ___________________________________________________________________
 DV0252  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0252
 DV0252.The horizontal coordinates were scaled from a topographic map and have
 DV0252.an estimated accuracy of +/- 6 seconds.
 DV0252
 DV0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0252.The vertical order pertains to the NGVD 29 superseded value.
 DV0252
 DV0252.The geoid height was determined by GEOID03.
 DV0252
 DV0252;                    North         East    Units  Estimated Accuracy
 DV0252;SPC AZ C     -   292,870.      172,930.      MT  (+/- 180 meters Scaled)
 DV0252
 DV0252                          SUPERSEDED SURVEY CONTROL
 DV0252
 DV0252  NGVD 29 (??/??/92)  367.050  (m)         1204.23   (f) ADJ UNCH    2 0
 DV0252
 DV0252.Superseded values are not recommended for survey control.
 DV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0252.See file dsdata.txt to determine how the superseded data were derived.
 DV0252
 DV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC745231(NAD 83)
 DV0252_MARKER: DD = SURVEY DISK
 DV0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0252_SP_SET: CULVERT
 DV0252_STAMPING: 1203.86
 DV0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0252
 DV0252  HISTORY     - Date     Condition        Report By
 DV0252  HISTORY     - UNK      MONUMENTED       AZHD
 DV0252  HISTORY     - 1948     GOOD             NGS
 DV0252  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0252  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0252
 DV0252                          STATION DESCRIPTION
 DV0252
 DV0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0252'2.6 MI SE FROM BEARDSLEY.
 DV0252'ABOUT 2.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0252'RAILROAD FROM THE STATION AT BEARDSLEY, ABOUT 110 FEET SOUTHWEST OF
 DV0252'THE TRACK, 22.2 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY NO
 DV0252'60 AND 70, SET ON THE TOP AND IN THE CENTER OF A 15-FEET LONG CONCRETE
 DV0252'BOX CULVERT, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 3 FEET LOWER THAN
 DV0252'THE TRACK.
 DV0252
 DV0252                          STATION RECOVERY (2002)
 DV0252
 DV0252'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0252'POSSIBLY DESTROYED BY WIDENING OF US60 (GRAND AVE)
 DV0252
 DV0252                          STATION RECOVERY (2007)
 DV0252
 DV0252'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0252'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1761 ***********************************************************************
 DV1761  DESIGNATION -  1206.18
 DV1761  PID         -  DV1761
 DV1761  STATE/COUNTY-  AZ/MARICOPA
 DV1761  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1761
 DV1761                         *CURRENT SURVEY CONTROL
 DV1761  ___________________________________________________________________
 DV1761* NAD 83(1986)-  33 38 17.     (N)    112 14 16.     (W)     SCALED    
 DV1761* NAVD 88     -       367.668  (meters)    1206.26   (feet)  ADJUSTED  
 DV1761  ___________________________________________________________________
 DV1761  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1761  DYNAMIC HT  -         367.244 (meters)    1204.87  (feet)  COMP
 DV1761  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 DV1761
 DV1761  VERT ORDER  -  SECOND    CLASS I
 DV1761
 DV1761.The horizontal coordinates were scaled from a topographic map and have
 DV1761.an estimated accuracy of +/- 6 seconds.
 DV1761
 DV1761.The orthometric height was determined by differential leveling
 DV1761.and adjusted in November 1993.
 DV1761
 DV1761.The geoid height was determined by GEOID03.
 DV1761
 DV1761.The dynamic height is computed by dividing the NAVD 88
 DV1761.geopotential number by the normal gravity value computed on the
 DV1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1761.degrees latitude (g = 980.6199 gals.).
 DV1761
 DV1761.The modeled gravity was interpolated from observed gravity values.
 DV1761
 DV1761;                    North         East    Units  Estimated Accuracy
 DV1761;SPC AZ C     -   292,560.      183,570.      MT  (+/- 180 meters Scaled)
 DV1761
 DV1761                          SUPERSEDED SURVEY CONTROL
 DV1761
 DV1761.No superseded survey control is available for this station.
 DV1761
 DV1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852227(NAD 83)
 DV1761_MARKER: DB = BENCH MARK DISK
 DV1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1761_SP_SET: CONCRETE HEADWALL
 DV1761_STAMPING: 1206.18
 DV1761_MARK LOGO: AZDT  
 DV1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1761
 DV1761  HISTORY     - Date     Condition        Report By
 DV1761  HISTORY     - UNK      MONUMENTED       AZDT
 DV1761  HISTORY     - 1983     GOOD             AZDT
 DV1761  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1761
 DV1761                          STATION DESCRIPTION
 DV1761
 DV1761'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1761'6.44 KM (4.0 MI) NORTH FROM PEORIA.
 DV1761'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1761'AVENUE IN PEORIA, AT THE NORTHEAST CORNER OF 83RD AVENUE AND BELL
 DV1761'ROAD, 42.0 FT (12.8 METERS) EAST OF THE CENTERLINE OF 83RD AVENUE,
 DV1761'32.0 FT (9.75 METERS) NORTH OF WESTBOUND CENTERLINE OF BELL ROAD, A
 DV1761'STANDARD AZDT BRASS CAP CEMENTED IN HEADWALL OVER METAL PIPE.
 DV1761
 DV1761                          STATION RECOVERY (2002)
 DV1761
 DV1761'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1761'NEW BRIDGE CONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1042 ***********************************************************************
 DA1042  DESIGNATION -  1207+80
 DA1042  PID         -  DA1042
 DA1042  STATE/COUNTY-  AZ/YUMA
 DA1042  USGS QUAD   -  TACNA (1982)
 DA1042
 DA1042                         *CURRENT SURVEY CONTROL
 DA1042  ___________________________________________________________________
 DA1042* NAD 83(1986)-  32 42 02.     (N)    113 55 45.     (W)     SCALED    
 DA1042* NAVD 88     -       105.42   (+/-2cm)     345.9    (feet)  VERTCON   
 DA1042  ___________________________________________________________________
 DA1042  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DA1042  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1042
 DA1042.The horizontal coordinates were scaled from a topographic map and have
 DA1042.an estimated accuracy of +/- 6 seconds.
 DA1042
 DA1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1042.The vertical order pertains to the NGVD 29 superseded value.
 DA1042
 DA1042.The geoid height was determined by GEOID03.
 DA1042
 DA1042;                    North         East    Units  Estimated Accuracy
 DA1042;SPC AZ W     -   188,570.      196,560.      MT  (+/- 180 meters Scaled)
 DA1042
 DA1042                          SUPERSEDED SURVEY CONTROL
 DA1042
 DA1042  NGVD 29 (??/??/92)  104.735  (m)          343.62   (f) ADJ UNCH    1 2
 DA1042
 DA1042.Superseded values are not recommended for survey control.
 DA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1042.See file dsdata.txt to determine how the superseded data were derived.
 DA1042
 DA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB253218(NAD 83)
 DA1042_MARKER: DD = SURVEY DISK
 DA1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1042_SP_SET: BRIDGE
 DA1042_STAMPING: 344.07 1207 + 80 1941
 DA1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1042
 DA1042  HISTORY     - Date     Condition        Report By
 DA1042  HISTORY     - 1941     MONUMENTED       AZHD
 DA1042  HISTORY     - 1960     GOOD             NGS
 DA1042  HISTORY     - 20090206 GOOD             GEOCAC
 DA1042
 DA1042                          STATION DESCRIPTION
 DA1042
 DA1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1042'1.3 MI E FROM TACNA.
 DA1042'1.3 MILE EASTERLY ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TACNA,
 DA1042'ABOUT 0.1 MILE EAST FROM HIGHWAY MILEPOST 46, IN THE CENTER OF THE TOP
 DA1042'OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE OVER A SMALL WASH.
 DA1042
 DA1042                          STATION RECOVERY (2009)
 DA1042
 DA1042'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1042'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1042' 
 DA1042'OF N 32 42' 02.3 W 113 55' 45.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1762 ***********************************************************************
 DV1762  DESIGNATION -  1207.06
 DV1762  PID         -  DV1762
 DV1762  STATE/COUNTY-  AZ/MARICOPA
 DV1762  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1762
 DV1762                         *CURRENT SURVEY CONTROL
 DV1762  ___________________________________________________________________
 DV1762* NAD 83(1986)-  33 38 17.     (N)    112 14 14.     (W)     SCALED    
 DV1762* NAVD 88     -       367.938  (meters)    1207.14   (feet)  ADJUSTED  
 DV1762  ___________________________________________________________________
 DV1762  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1762  DYNAMIC HT  -         367.514 (meters)    1205.75  (feet)  COMP
 DV1762  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 DV1762
 DV1762  VERT ORDER  -  SECOND    CLASS I
 DV1762
 DV1762.The horizontal coordinates were scaled from a topographic map and have
 DV1762.an estimated accuracy of +/- 6 seconds.
 DV1762
 DV1762.The orthometric height was determined by differential leveling
 DV1762.and adjusted in November 1993.
 DV1762
 DV1762.The geoid height was determined by GEOID03.
 DV1762
 DV1762.The dynamic height is computed by dividing the NAVD 88
 DV1762.geopotential number by the normal gravity value computed on the
 DV1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1762.degrees latitude (g = 980.6199 gals.).
 DV1762
 DV1762.The modeled gravity was interpolated from observed gravity values.
 DV1762
 DV1762;                    North         East    Units  Estimated Accuracy
 DV1762;SPC AZ C     -   292,560.      183,620.      MT  (+/- 180 meters Scaled)
 DV1762
 DV1762                          SUPERSEDED SURVEY CONTROL
 DV1762
 DV1762.No superseded survey control is available for this station.
 DV1762
 DV1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852227(NAD 83)
 DV1762_MARKER: DB = BENCH MARK DISK
 DV1762_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1762_SP_SET: ABUTMENT
 DV1762_STAMPING: 1207.06
 DV1762_MARK LOGO: AZDT  
 DV1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1762
 DV1762  HISTORY     - Date     Condition        Report By
 DV1762  HISTORY     - UNK      MONUMENTED       AZDT
 DV1762  HISTORY     - 1983     GOOD             AZDT
 DV1762  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1762
 DV1762                          STATION DESCRIPTION
 DV1762
 DV1762'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1762'6.62 KM (4.1 MI) NORTH FROM PEORIA.
 DV1762'6.62 KM (4.1 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1762'AVENUE IN PEORIA, 607.0 FT (185.0 METERS WEST OF THE JUNCTION OF BELL
 DV1762'ROAD, SET IN THE BRIDGE DECK OVER THE SOUTHEAST ABUTMENT OF THE NEW
 DV1762'RIVER BRIDGE, A STANDARD AZDT BRASS CAP STAMPED 1207.06.
 DV1762
 DV1762                          STATION RECOVERY (2002)
 DV1762
 DV1762'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1762'NEW BRIDGE CONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2352 ***********************************************************************
 DU2352  DESIGNATION -  1207.51
 DU2352  PID         -  DU2352
 DU2352  STATE/COUNTY-  AZ/PINAL
 DU2352  USGS QUAD   -  GILA BUTTE (1981)
 DU2352
 DU2352                         *CURRENT SURVEY CONTROL
 DU2352  ___________________________________________________________________
 DU2352* NAD 83(1986)-  33 08 25.     (N)    111 50 28.     (W)     SCALED    
 DU2352* NAVD 88     -       368.444  (meters)    1208.80   (feet)  ADJUSTED  
 DU2352  ___________________________________________________________________
 DU2352  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU2352  DYNAMIC HT  -         368.006 (meters)    1207.37  (feet)  COMP
 DU2352  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 DU2352
 DU2352  VERT ORDER  -  FIRST     CLASS II
 DU2352
 DU2352.The horizontal coordinates were scaled from a topographic map and have
 DU2352.an estimated accuracy of +/- 6 seconds.
 DU2352
 DU2352.The orthometric height was determined by differential leveling
 DU2352.and adjusted in August 1994.
 DU2352
 DU2352.The geoid height was determined by GEOID03.
 DU2352
 DU2352.The dynamic height is computed by dividing the NAVD 88
 DU2352.geopotential number by the normal gravity value computed on the
 DU2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2352.degrees latitude (g = 980.6199 gals.).
 DU2352
 DU2352.The modeled gravity was interpolated from observed gravity values.
 DU2352
 DU2352;                    North         East    Units  Estimated Accuracy
 DU2352;SPC AZ C     -   237,310.      220,410.      MT  (+/- 180 meters Scaled)
 DU2352
 DU2352                          SUPERSEDED SURVEY CONTROL
 DU2352
 DU2352.No superseded survey control is available for this station.
 DU2352
 DU2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215671(NAD 83)
 DU2352_MARKER: DD = SURVEY DISK
 DU2352_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2352_SP_SET: ABUTMENT
 DU2352_STAMPING: 1207.51 1957
 DU2352_MARK LOGO: AZDT  
 DU2352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2352+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DU2352
 DU2352  HISTORY     - Date     Condition        Report By
 DU2352  HISTORY     - 1957     MONUMENTED       AZDT
 DU2352  HISTORY     - 19940425 GOOD             NGS
 DU2352  HISTORY     - 20060912 MARK NOT FOUND   GEOCAC
 DU2352
 DU2352                          STATION DESCRIPTION
 DU2352
 DU2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2352'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2352'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 7.2 KM
 DU2352'(4.45 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 0.3 M
 DU2352'(1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 DU2352'HIGHWAY BRIDGE SPANNING THE GILA RIVER, 5.7 M (18.7 FT) WEST OF THE
 DU2352'HIGHWAY CENTERLINE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 DU2352'HIGHWAY.
 DU2352
 DU2352                          STATION RECOVERY (2006)
 DU2352
 DU2352'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2352'THE BRIDGE APPEARS TO HAVE BEEN RE-BUILT, BUT MY SEARCH MAY NOT HAVE
 DU2352'BEEN THOROUGH ENOUGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0377 ***********************************************************************
 ER0377  DESIGNATION -  121
 ER0377  PID         -  ER0377
 ER0377  STATE/COUNTY-  AZ/APACHE
 ER0377  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0377
 ER0377                         *CURRENT SURVEY CONTROL
 ER0377  ___________________________________________________________________
 ER0377* NAD 83(1986)-  34 07 57.     (N)    109 17 42.     (W)     SCALED    
 ER0377* NAVD 88     -      2122.458  (meters)    6963.43   (feet)  ADJUSTED  
 ER0377  ___________________________________________________________________
 ER0377  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0377  DYNAMIC HT  -        2119.160 (meters)    6952.61  (feet)  COMP
 ER0377  MODELED GRAV-     979,006.3   (mgal)                       NAVD 88
 ER0377
 ER0377  VERT ORDER  -  FIRST     CLASS II
 ER0377
 ER0377.The horizontal coordinates were scaled from a topographic map and have
 ER0377.an estimated accuracy of +/- 6 seconds.
 ER0377
 ER0377.The orthometric height was determined by differential leveling
 ER0377.and adjusted in June 1991.
 ER0377
 ER0377.The geoid height was determined by GEOID03.
 ER0377
 ER0377.The dynamic height is computed by dividing the NAVD 88
 ER0377.geopotential number by the normal gravity value computed on the
 ER0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0377.degrees latitude (g = 980.6199 gals.).
 ER0377
 ER0377.The modeled gravity was interpolated from observed gravity values.
 ER0377
 ER0377;                    North         East    Units  Estimated Accuracy
 ER0377;SPC AZ E     -   347,690.      293,760.      MT  (+/- 180 meters Scaled)
 ER0377
 ER0377                          SUPERSEDED SURVEY CONTROL
 ER0377
 ER0377.No superseded survey control is available for this station.
 ER0377
 ER0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC572781(NAD 83)
 ER0377_MARKER: DB = BENCH MARK DISK
 ER0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0377_SP_SET: BRIDGE CURB
 ER0377_STAMPING: 121
 ER0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0377
 ER0377  HISTORY     - Date     Condition        Report By
 ER0377  HISTORY     - UNK      MONUMENTED       AZHD
 ER0377  HISTORY     - 1980     GOOD             NGS
 ER0377  HISTORY     - 20050726 GOOD             USPSQD
 ER0377
 ER0377                          STATION DESCRIPTION
 ER0377
 ER0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0377'2.9 KM NW FROM EAGAR.
 ER0377'2.1 KM (1.3 MI)NORTH ALONG U.S. HIGHWAY 180 B FROM THE
 ER0377'POST OFFICE IN EAGAR, THENCE 0.8 KM (0.5 MI) WEST ALONG
 ER0377'AIRPORT ROAD, IN TOP OF THE EAST END OF THE NORTH CURB OF A BRIDGE
 ER0377'OVER THE LITTLE COLORADO RIVER, 4.0 METERS (13.0 FT) NORTH OF THE
 ER0377'CENTER OF THE ROAD AND 1.2 METERS (4.0 FT) WEST OF THE EAST END.
 ER0377'THE MARK IS 0.3 M ABOVE THE ROAD.
 ER0377
 ER0377                          STATION RECOVERY (2005)
 ER0377
 ER0377'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0377'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0587 ***********************************************************************
 ER0587  DESIGNATION -  121 DOR
 ER0587  PID         -  ER0587
 ER0587  STATE/COUNTY-  AZ/APACHE
 ER0587  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0587
 ER0587                         *CURRENT SURVEY CONTROL
 ER0587  ___________________________________________________________________
 ER0587* NAD 83(1986)-  34 41 19.     (N)    109 19 58.     (W)     SCALED    
 ER0587* NAVD 88     -      1714.770  (meters)    5625.87   (feet)  ADJUSTED  
 ER0587  ___________________________________________________________________
 ER0587  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ER0587  DYNAMIC HT  -        1712.319 (meters)    5617.83  (feet)  COMP
 ER0587  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 ER0587
 ER0587  VERT ORDER  -  SECOND    CLASS II
 ER0587
 ER0587.The horizontal coordinates were scaled from a topographic map and have
 ER0587.an estimated accuracy of +/- 6 seconds.
 ER0587
 ER0587.The orthometric height was determined by differential leveling
 ER0587.and adjusted in June 1991.
 ER0587
 ER0587.The geoid height was determined by GEOID03.
 ER0587
 ER0587.The dynamic height is computed by dividing the NAVD 88
 ER0587.geopotential number by the normal gravity value computed on the
 ER0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0587.degrees latitude (g = 980.6199 gals.).
 ER0587
 ER0587.The modeled gravity was interpolated from observed gravity values.
 ER0587
 ER0587;                    North         East    Units  Estimated Accuracy
 ER0587;SPC AZ E     -   409,350.      289,770.      MT  (+/- 180 meters Scaled)
 ER0587
 ER0587                          SUPERSEDED SURVEY CONTROL
 ER0587
 ER0587  NGVD 29 (??/??/92) 1713.91   (m)         5623.1    (f) COMPUTED    2 2
 ER0587
 ER0587.Superseded values are not recommended for survey control.
 ER0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0587.See file dsdata.txt to determine how the superseded data were derived.
 ER0587
 ER0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD527397(NAD 83)
 ER0587_MARKER: DB = BENCH MARK DISK
 ER0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0587_SP_SET: CONCRETE POST
 ER0587_STAMPING: 121 DOR 1972 5623
 ER0587_MARK LOGO: USGS  
 ER0587_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0587+STABILITY: SURFACE MOTION
 ER0587
 ER0587  HISTORY     - Date     Condition        Report By
 ER0587  HISTORY     - 1972     MONUMENTED       USGS
 ER0587
 ER0587                          STATION DESCRIPTION
 ER0587
 ER0587'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0587'25.3 KM (15.70 MI) NE FROM ST JOHNS.
 ER0587'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0587'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES
 ER0587'NORTHWEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO
 ER0587'A FENCE CORNER, THENCE 1.0 MILES WEST ALONG A FENCE LINE, 242 FEET
 ER0587'EAST-NORTHEAST OF A T-FENCE SOUTH, 32 FEET NORTH OF A FENCE, 10 FEET
 ER0587'SOUTH OF A USBLM CADASTRAL SURVEY BRASS CAP SET ON AN IRON PIPE AND
 ER0587'STAMPED -T15N R28E S23 S24 S26 S25 1963-.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0468 ***********************************************************************
 GQ0468  DESIGNATION -  121 DOR
 GQ0468  PID         -  GQ0468
 GQ0468  STATE/COUNTY-  AZ/MOHAVE
 GQ0468  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0468
 GQ0468                         *CURRENT SURVEY CONTROL
 GQ0468  ___________________________________________________________________
 GQ0468* NAD 83(1986)-  36 33 51.     (N)    113 23 43.     (W)     SCALED    
 GQ0468* NAVD 88     -      1575.924  (meters)    5170.34   (feet)  POSTED    
 GQ0468  ___________________________________________________________________
 GQ0468  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0468  DYNAMIC HT  -        1574.080 (meters)    5164.29  (feet)  COMP
 GQ0468  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 GQ0468
 GQ0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0468
 GQ0468.The horizontal coordinates were scaled from a topographic map and have
 GQ0468.an estimated accuracy of +/- 6 seconds.
 GQ0468
 GQ0468.The orthometric height was determined by differential leveling
 GQ0468.and adjusted by the  in 1992.
 GQ0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0468.rate of 0.0 thru 1.0 mm/km.
 GQ0468
 GQ0468.The geoid height was determined by GEOID03.
 GQ0468
 GQ0468.The dynamic height is computed by dividing the NAVD 88
 GQ0468.geopotential number by the normal gravity value computed on the
 GQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0468.degrees latitude (g = 980.6199 gals.).
 GQ0468
 GQ0468.The modeled gravity was interpolated from observed gravity values.
 GQ0468
 GQ0468;                    North         East    Units  Estimated Accuracy
 GQ0468;SPC AZ W     -   617,190.      245,110.      MT  (+/- 180 meters Scaled)
 GQ0468
 GQ0468                          SUPERSEDED SURVEY CONTROL
 GQ0468
 GQ0468.No superseded survey control is available for this station.
 GQ0468
 GQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF856491(NAD 83)
 GQ0468_MARKER: DB = BENCH MARK DISK
 GQ0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0468_SP_SET: COPPER-CLAD STEEL ROD
 GQ0468_STAMPING: 121 DOR 1970 5167
 GQ0468_MARK LOGO: USGS  
 GQ0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0468
 GQ0468  HISTORY     - Date     Condition        Report By
 GQ0468  HISTORY     - 1970     MONUMENTED       USGS
 GQ0468
 GQ0468                          STATION DESCRIPTION
 GQ0468
 GQ0468'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0468'71.6 KM (44.50 MI) SSE FROM ST GEORGE UT.
 GQ0468'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0468'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0468'ROAD TO THE ARIZONA STATE LINE, CONTINUE 37.8 MILES SOUTH ALONG MT.
 GQ0468'TRUMBULL ROAD, WEST-SOUTH WEST OF DIAMOND BUTTE, 0.5 MILES NORTH OF A
 GQ0468'Y-ROAD LEADING SOUTH, 57 FEET WEST OF THE ROAD, 0.5 FEET EAST OF A
 GQ0468'FENCE.  ROD DEPTH UNKNOWN.
 GQ0468'THE MARK IS 0.5 FT  E FROM  A WITNESS SIGN
 GQ0468'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0690 ***********************************************************************
 GP0690  DESIGNATION -  121 DOR
 GP0690  PID         -  GP0690
 GP0690  STATE/COUNTY-  AZ/NAVAJO
 GP0690  USGS QUAD   -  SHONTO NW (1980)
 GP0690
 GP0690                         *CURRENT SURVEY CONTROL
 GP0690  ___________________________________________________________________
 GP0690* NAD 83(1986)-  36 44 44.     (N)    110 40 47.     (W)     SCALED    
 GP0690* NAVD 88     -      2150.036  (meters)    7053.91   (feet)  ADJUSTED  
 GP0690  ___________________________________________________________________
 GP0690  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 GP0690  DYNAMIC HT  -        2147.300 (meters)    7044.93  (feet)  COMP
 GP0690  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 GP0690
 GP0690  VERT ORDER  -  SECOND    CLASS 0
 GP0690
 GP0690.The horizontal coordinates were scaled from a topographic map and have
 GP0690.an estimated accuracy of +/- 6 seconds.
 GP0690
 GP0690.The orthometric height was determined by differential leveling
 GP0690.and adjusted in June 1991.
 GP0690
 GP0690.The geoid height was determined by GEOID03.
 GP0690
 GP0690.The dynamic height is computed by dividing the NAVD 88
 GP0690.geopotential number by the normal gravity value computed on the
 GP0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0690.degrees latitude (g = 980.6199 gals.).
 GP0690
 GP0690.The modeled gravity was interpolated from observed gravity values.
 GP0690
 GP0690;                    North         East    Units  Estimated Accuracy
 GP0690;SPC AZ E     -   637,360.      167,550.      MT  (+/- 180 meters Scaled)
 GP0690
 GP0690                          SUPERSEDED SURVEY CONTROL
 GP0690
 GP0690.No superseded survey control is available for this station.
 GP0690
 GP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF285666(NAD 83)
 GP0690_MARKER: DB = BENCH MARK DISK
 GP0690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0690_SP_SET: COPPER-CLAD STEEL ROD
 GP0690_STAMPING: 121 DOR 1969 7050
 GP0690_MARK LOGO: USGS  
 GP0690_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0690+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0690
 GP0690  HISTORY     - Date     Condition        Report By
 GP0690  HISTORY     - 1969     MONUMENTED       USGS
 GP0690
 GP0690                          STATION DESCRIPTION
 GP0690
 GP0690'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0690'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0690'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0690'NORTH, THENCE 28.0 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0690'MOUNTAIN ROAD TO A Y-ROAD SOUTH TO SHONTO.  OR, FROM THE INTERSECTION
 GP0690'OF STATE HIGHWAYS 164 AND 464 AT KAYENTA, ARIZONA, PROCEED 19.7 MILES
 GP0690'SOUTHWEST ALONG HIGHWAY 164 TO A ROAD NORTH, THENCE 9.6 MILES NORTH
 GP0690'AND NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 13.7 MILES
 GP0690'NORTHWEST ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO A
 GP0690'Y-ROAD SOUTHWEST, 300 FEET SOUTH OF THE Y-ROAD JUNCTION, 140 FEET
 GP0690'EAST AND 10 FEET LOWER THAN THE ROAD, 60 FEET NORTHWEST AND 2 FEET
 GP0690'HIGHER THAN THE TALL MOUNTAIN ROAD, 2 FEET SOUTH OF A WITNESS, SET ON
 GP0690'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2356 ***********************************************************************
 DU2356  DESIGNATION -  1214.72
 DU2356  PID         -  DU2356
 DU2356  STATE/COUNTY-  AZ/PINAL
 DU2356  USGS QUAD   -  GILA BUTTE (1981)
 DU2356
 DU2356                         *CURRENT SURVEY CONTROL
 DU2356  ___________________________________________________________________
 DU2356* NAD 83(1986)-  33 10 45.     (N)    111 50 27.     (W)     SCALED    
 DU2356* NAVD 88     -       370.746  (meters)    1216.36   (feet)  ADJUSTED  
 DU2356  ___________________________________________________________________
 DU2356  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DU2356  DYNAMIC HT  -         370.308 (meters)    1214.92  (feet)  COMP
 DU2356  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 DU2356
 DU2356  VERT ORDER  -  FIRST     CLASS II
 DU2356
 DU2356.The horizontal coordinates were scaled from a topographic map and have
 DU2356.an estimated accuracy of +/- 6 seconds.
 DU2356
 DU2356.The orthometric height was determined by differential leveling
 DU2356.and adjusted in August 1994.
 DU2356
 DU2356.The geoid height was determined by GEOID03.
 DU2356
 DU2356.The dynamic height is computed by dividing the NAVD 88
 DU2356.geopotential number by the normal gravity value computed on the
 DU2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2356.degrees latitude (g = 980.6199 gals.).
 DU2356
 DU2356.The modeled gravity was interpolated from observed gravity values.
 DU2356
 DU2356;                    North         East    Units  Estimated Accuracy
 DU2356;SPC AZ C     -   241,620.      220,430.      MT  (+/- 180 meters Scaled)
 DU2356
 DU2356                          SUPERSEDED SURVEY CONTROL
 DU2356
 DU2356.No superseded survey control is available for this station.
 DU2356
 DU2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216714(NAD 83)
 DU2356_MARKER: DD = SURVEY DISK
 DU2356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2356_SP_SET: HEADWALL
 DU2356_STAMPING: 1214.72 1966
 DU2356_MARK LOGO: AZHD  
 DU2356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2356+STABILITY: SURFACE MOTION
 DU2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2356+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2356
 DU2356  HISTORY     - Date     Condition        Report By
 DU2356  HISTORY     - 1966     MONUMENTED       AZHD
 DU2356  HISTORY     - 19940425 GOOD             NGS
 DU2356  HISTORY     - 20060912 GOOD             GEOCAC
 DU2356
 DU2356                          STATION DESCRIPTION
 DU2356
 DU2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2356'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2356'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 2.9 KM
 DU2356'(1.80 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 6.7 M
 DU2356'(22.0 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 DU2356'CULVERT UNDER THE HIGHWAY, 7.4 M (24.3 FT) EAST OF THE HIGHWAY
 DU2356'CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DU2356
 DU2356                          STATION RECOVERY (2006)
 DU2356
 DU2356'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2358 ***********************************************************************
 DU2358  DESIGNATION -  1215.54
 DU2358  PID         -  DU2358
 DU2358  STATE/COUNTY-  AZ/PINAL
 DU2358  USGS QUAD   -  GILA BUTTE (1981)
 DU2358
 DU2358                         *CURRENT SURVEY CONTROL
 DU2358  ___________________________________________________________________
 DU2358* NAD 83(1986)-  33 11 36.     (N)    111 50 27.     (W)     SCALED    
 DU2358* NAVD 88     -       370.957  (meters)    1217.05   (feet)  ADJUSTED  
 DU2358  ___________________________________________________________________
 DU2358  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2358  DYNAMIC HT  -         370.519 (meters)    1215.61  (feet)  COMP
 DU2358  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 DU2358
 DU2358  VERT ORDER  -  FIRST     CLASS II
 DU2358
 DU2358.The horizontal coordinates were scaled from a topographic map and have
 DU2358.an estimated accuracy of +/- 6 seconds.
 DU2358
 DU2358.The orthometric height was determined by differential leveling
 DU2358.and adjusted in August 1994.
 DU2358
 DU2358.The geoid height was determined by GEOID03.
 DU2358
 DU2358.The dynamic height is computed by dividing the NAVD 88
 DU2358.geopotential number by the normal gravity value computed on the
 DU2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2358.degrees latitude (g = 980.6199 gals.).
 DU2358
 DU2358.The modeled gravity was interpolated from observed gravity values.
 DU2358
 DU2358;                    North         East    Units  Estimated Accuracy
 DU2358;SPC AZ C     -   243,190.      220,430.      MT  (+/- 180 meters Scaled)
 DU2358
 DU2358                          SUPERSEDED SURVEY CONTROL
 DU2358
 DU2358.No superseded survey control is available for this station.
 DU2358
 DU2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216730(NAD 83)
 DU2358_MARKER: DD = SURVEY DISK
 DU2358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2358_SP_SET: HEADWALL
 DU2358_STAMPING: 1215.54 1966
 DU2358_MARK LOGO: AZHD  
 DU2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2358+STABILITY: SURFACE MOTION
 DU2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2358+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2358
 DU2358  HISTORY     - Date     Condition        Report By
 DU2358  HISTORY     - 1966     MONUMENTED       AZHD
 DU2358  HISTORY     - 19940425 GOOD             NGS
 DU2358  HISTORY     - 20060912 GOOD             GEOCAC
 DU2358
 DU2358                          STATION DESCRIPTION
 DU2358
 DU2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2358'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2358'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 1.4 KM
 DU2358'(0.85 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 10.0 M
 DU2358'(32.8 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 DU2358'CULVERT UNDER THE HIGHWAY, AND 7.8 M (25.6 FT) EAST OF AND LEVEL WITH
 DU2358'THE HIGHWAY CENTERLINE.
 DU2358
 DU2358                          STATION RECOVERY (2006)
 DU2358
 DU2358'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2357 ***********************************************************************
 DU2357  DESIGNATION -  1215.76
 DU2357  PID         -  DU2357
 DU2357  STATE/COUNTY-  AZ/PINAL
 DU2357  USGS QUAD   -  GILA BUTTE (1981)
 DU2357
 DU2357                         *CURRENT SURVEY CONTROL
 DU2357  ___________________________________________________________________
 DU2357* NAD 83(1986)-  33 11 14.     (N)    111 50 27.     (W)     SCALED    
 DU2357* NAVD 88     -       371.043  (meters)    1217.33   (feet)  ADJUSTED  
 DU2357  ___________________________________________________________________
 DU2357  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2357  DYNAMIC HT  -         370.605 (meters)    1215.89  (feet)  COMP
 DU2357  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 DU2357
 DU2357  VERT ORDER  -  FIRST     CLASS II
 DU2357
 DU2357.The horizontal coordinates were scaled from a topographic map and have
 DU2357.an estimated accuracy of +/- 6 seconds.
 DU2357
 DU2357.The orthometric height was determined by differential leveling
 DU2357.and adjusted in August 1994.
 DU2357
 DU2357.The geoid height was determined by GEOID03.
 DU2357
 DU2357.The dynamic height is computed by dividing the NAVD 88
 DU2357.geopotential number by the normal gravity value computed on the
 DU2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2357.degrees latitude (g = 980.6199 gals.).
 DU2357
 DU2357.The modeled gravity was interpolated from observed gravity values.
 DU2357
 DU2357;                    North         East    Units  Estimated Accuracy
 DU2357;SPC AZ C     -   242,520.      220,430.      MT  (+/- 180 meters Scaled)
 DU2357
 DU2357                          SUPERSEDED SURVEY CONTROL
 DU2357
 DU2357.No superseded survey control is available for this station.
 DU2357
 DU2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216723(NAD 83)
 DU2357_MARKER: DD = SURVEY DISK
 DU2357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2357_SP_SET: HEADWALL
 DU2357_STAMPING: 1215.76 1966
 DU2357_MARK LOGO: AZHD  
 DU2357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2357+STABILITY: SURFACE MOTION
 DU2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2357+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2357
 DU2357  HISTORY     - Date     Condition        Report By
 DU2357  HISTORY     - 1966     MONUMENTED       AZHD
 DU2357  HISTORY     - 19940425 GOOD             NGS
 DU2357  HISTORY     - 20060912 GOOD             GEOCAC
 DU2357
 DU2357                          STATION DESCRIPTION
 DU2357
 DU2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2357'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2357'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 2.9 KM
 DU2357'(1.80 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 10.0 M
 DU2357'(32.8 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 DU2357'CULVERT UNDER THE HIGHWAY, AND 7.8 M (25.6 FT) EAST OF AND LEVEL WITH
 DU2357'THE HIGHWAY CENTERLINE.
 DU2357
 DU2357                          STATION RECOVERY (2006)
 DU2357
 DU2357'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0821 ***********************************************************************
 DU0821  DESIGNATION -  1215.93
 DU0821  PID         -  DU0821
 DU0821  STATE/COUNTY-  AZ/PINAL
 DU0821  USGS QUAD   -  GILA BUTTE (1981)
 DU0821
 DU0821                         *CURRENT SURVEY CONTROL
 DU0821  ___________________________________________________________________
 DU0821* NAD 83(1986)-  33 12 13.     (N)    111 50 27.     (W)     SCALED    
 DU0821* NAVD 88     -       370.89   (+/-2cm)    1216.8    (feet)  VERTCON   
 DU0821  ___________________________________________________________________
 DU0821  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0821
 DU0821.The horizontal coordinates were scaled from a topographic map and have
 DU0821.an estimated accuracy of +/- 6 seconds.
 DU0821
 DU0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0821.The vertical order pertains to the NGVD 29 superseded value.
 DU0821
 DU0821.The geoid height was determined by GEOID03.
 DU0821
 DU0821;                    North         East    Units  Estimated Accuracy
 DU0821;SPC AZ C     -   244,330.      220,430.      MT  (+/- 180 meters Scaled)
 DU0821
 DU0821                          SUPERSEDED SURVEY CONTROL
 DU0821
 DU0821  NGVD 29 (??/??/92)  370.393  (m)         1215.20   (f) ADJ UNCH    2 0
 DU0821
 DU0821.Superseded values are not recommended for survey control.
 DU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0821.See file dsdata.txt to determine how the superseded data were derived.
 DU0821
 DU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216741(NAD 83)
 DU0821_MARKER: DD = SURVEY DISK
 DU0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0821_SP_SET: CULVERT
 DU0821_STAMPING: 1215.93 1936
 DU0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0821
 DU0821  HISTORY     - Date     Condition        Report By
 DU0821  HISTORY     - 1936     MONUMENTED       USIIS
 DU0821  HISTORY     - 1948     GOOD             NGS
 DU0821  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0821  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU0821
 DU0821                          STATION DESCRIPTION
 DU0821
 DU0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0821'7.9 MI N FROM CASA BLANCA.
 DU0821'0.5 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0821'THENCE 2.0 MILES NORTH ALONG THE ADAMS ROAD, THENCE 1.6 MILES
 DU0821'NORTHEAST ALONG A DIM TRACK ROAD, THENCE 2.2 MILES NORTH ALONG A DIM
 DU0821'TRACK ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO THE HIGHWAY
 DU0821'LEADING NORTH TO CHANDLER, THENCE 0.6 MILE NORTHEAST ALONG A TRACK
 DU0821'ROAD LEADING TO STATE ROUTE 87, 318 FEET SOUTHWEST OF THE CENTER LINE
 DU0821'OF STATE ROUTE 87, 14.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 DU0821'IN THE TOP AND IN THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A
 DU0821'CULVERT FOR AN IRRIGATION DITCH UNDER A ROAD.  NOTE-- 32.9 FEET NORTH
 DU0821'OF THE MARK, 14.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, THE HIGH
 DU0821'POINT IN A CHISELED SQUARE ON THE EAST END OF THE NORTH CONCRETE
 DU0821'HEADWALL.
 DU0821
 DU0821                          STATION RECOVERY (1994)
 DU0821
 DU0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0821'MARK NOT FOUND.
 DU0821
 DU0821                          STATION RECOVERY (2007)
 DU0821
 DU0821'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0821'THE CULVERT HAS BEEN REBUILT, ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1714 ***********************************************************************
 DU1714  DESIGNATION -  1216.83
 DU1714  PID         -  DU1714
 DU1714  STATE/COUNTY-  AZ/MARICOPA
 DU1714  USGS QUAD   -  TEMPE (1982)
 DU1714
 DU1714                         *CURRENT SURVEY CONTROL
 DU1714  ___________________________________________________________________
 DU1714* NAD 83(1986)-  33 22 41.     (N)    111 58 13.     (W)     SCALED    
 DU1714* NAVD 88     -       371.409  (meters)    1218.53   (feet)  ADJUSTED  
 DU1714  ___________________________________________________________________
 DU1714  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1714  DYNAMIC HT  -         370.980 (meters)    1217.12  (feet)  COMP
 DU1714  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 DU1714
 DU1714  VERT ORDER  -  SECOND    CLASS I
 DU1714
 DU1714.The horizontal coordinates were scaled from a topographic map and have
 DU1714.an estimated accuracy of +/- 6 seconds.
 DU1714
 DU1714.The orthometric height was determined by differential leveling
 DU1714.and adjusted in November 1993.
 DU1714
 DU1714.The geoid height was determined by GEOID03.
 DU1714
 DU1714.The dynamic height is computed by dividing the NAVD 88
 DU1714.geopotential number by the normal gravity value computed on the
 DU1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1714.degrees latitude (g = 980.6199 gals.).
 DU1714
 DU1714.The modeled gravity was interpolated from observed gravity values.
 DU1714
 DU1714;                    North         East    Units  Estimated Accuracy
 DU1714;SPC AZ C     -   263,680.      208,370.      MT  (+/- 180 meters Scaled)
 DU1714
 DU1714                          SUPERSEDED SURVEY CONTROL
 DU1714
 DU1714.No superseded survey control is available for this station.
 DU1714
 DU1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097936(NAD 83)
 DU1714_MARKER: DB = BENCH MARK DISK
 DU1714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1714_SP_SET: CONCRETE HEADWALL
 DU1714_STAMPING: 1216.83
 DU1714_MARK LOGO: AZDT  
 DU1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1714
 DU1714  HISTORY     - Date     Condition        Report By
 DU1714  HISTORY     - UNK      MONUMENTED       AZDT
 DU1714  HISTORY     - 1981     GOOD             AZDT
 DU1714  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DU1714
 DU1714                          STATION DESCRIPTION
 DU1714
 DU1714'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1714'IN TEMPE.
 DU1714'IN TEMPE, 700 FT (213.36 METERS) WEST OF SOUTHBOUND LANE OF INTERSTATE
 DU1714'10 ALONG BASELINE ROAD, 60 FT (18.28 METERS) NORTH OF THE CENTERLINE
 DU1714'OF BASELINE ROAD, WEST SIDE OF DIRT ROAD, AN AZDT BRASS CAP IN
 DU1714'CONCRETE HEADWALL OF IRRIGATION DITCH.
 DU1714
 DU1714                          STATION RECOVERY (2006)
 DU1714
 DU1714'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1714'THE DITCH AND IT'S HEADWALL HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0323 ***********************************************************************
 DV0323  DESIGNATION -  1218
 DV0323  PID         -  DV0323
 DV0323  STATE/COUNTY-  AZ/PINAL
 DV0323  USGS QUAD   -  ENID (1978)
 DV0323
 DV0323                         *CURRENT SURVEY CONTROL
 DV0323  ___________________________________________________________________
 DV0323* NAD 83(1986)-  33 04 40.     (N)    112 08 42.     (W)     SCALED    
 DV0323* NAVD 88     -       371.76   (+/-2cm)    1219.7    (feet)  VERTCON   
 DV0323  ___________________________________________________________________
 DV0323  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0323
 DV0323.The horizontal coordinates were scaled from a topographic map and have
 DV0323.an estimated accuracy of +/- 6 seconds.
 DV0323
 DV0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0323.The vertical order pertains to the NGVD 29 superseded value.
 DV0323
 DV0323.The geoid height was determined by GEOID03.
 DV0323
 DV0323;                    North         East    Units  Estimated Accuracy
 DV0323;SPC AZ C     -   230,400.      192,040.      MT  (+/- 180 meters Scaled)
 DV0323
 DV0323                          SUPERSEDED SURVEY CONTROL
 DV0323
 DV0323  NGVD 29 (??/??/92)  371.209  (m)         1217.87   (f) ADJ UNCH    2 0
 DV0323
 DV0323.Superseded values are not recommended for survey control.
 DV0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0323.See file dsdata.txt to determine how the superseded data were derived.
 DV0323
 DV0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB931604(NAD 83)
 DV0323_MARKER: P = PIPE CAP
 DV0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0323_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0323
 DV0323  HISTORY     - Date     Condition        Report By
 DV0323  HISTORY     - UNK      MONUMENTED       USGS
 DV0323  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0323  HISTORY     - 20070321 MARK NOT FOUND   GEOCAC
 DV0323
 DV0323                          STATION DESCRIPTION
 DV0323
 DV0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0323'1.0 MI W FROM HEATON.
 DV0323'1.0 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION
 DV0323'SIGN AT HEATON, PINAL COUNTY, 0.4 MILE WEST OF MILEPOST 892, 50 FEET
 DV0323'WEST OF THE WEST END OF BRIDGE 891 A, AND 50 FEET SOUTH OF THE TRACK.
 DV0323
 DV0323                          STATION RECOVERY (2007)
 DV0323
 DV0323'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0323'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0835 ***********************************************************************
 CZ0835  DESIGNATION -  1218+10
 CZ0835  PID         -  CZ0835
 CZ0835  STATE/COUNTY-  AZ/PIMA
 CZ0835  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0835
 CZ0835                         *CURRENT SURVEY CONTROL
 CZ0835  ___________________________________________________________________
 CZ0835* NAD 83(1986)-  32 10 34.     (N)    111 03 12.     (W)     SCALED    
 CZ0835* NAVD 88     -       807.54   (+/-2cm)    2649.4    (feet)  VERTCON   
 CZ0835  ___________________________________________________________________
 CZ0835  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0835
 CZ0835.The horizontal coordinates were scaled from a topographic map and have
 CZ0835.an estimated accuracy of +/- 6 seconds.
 CZ0835
 CZ0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0835.The vertical order pertains to the NGVD 29 superseded value.
 CZ0835
 CZ0835.The geoid height was determined by GEOID03.
 CZ0835
 CZ0835;                    North         East    Units  Estimated Accuracy
 CZ0835;SPC AZ C     -   130,720.      294,780.      MT  (+/- 180 meters Scaled)
 CZ0835
 CZ0835                          SUPERSEDED SURVEY CONTROL
 CZ0835
 CZ0835  NGVD 29 (??/??/92)  806.840  (m)         2647.11   (f) ADJ UNCH    2 0
 CZ0835
 CZ0835.Superseded values are not recommended for survey control.
 CZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0835.See file dsdata.txt to determine how the superseded data were derived.
 CZ0835
 CZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA949599(NAD 83)
 CZ0835_MARKER: DD = SURVEY DISK
 CZ0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0835_SP_SET: CULVERT
 CZ0835_STAMPING: 1218+10 2647.70
 CZ0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0835+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0835
 CZ0835  HISTORY     - Date     Condition        Report By
 CZ0835  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0835  HISTORY     - 1951     GOOD             NGS
 CZ0835  HISTORY     - 20060316 GOOD             USPSQD
 CZ0835
 CZ0835                          STATION DESCRIPTION
 CZ0835
 CZ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0835'5.1 MI W FROM TUCSON.
 CZ0835'5.1 MILES WEST OF THE U.S VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0835'HIGHWAY 86 (AJO-TUCSON), 1 MILE EAST OF THE JUNCTION OF KINNEY ROAD,
 CZ0835'AT A T JUNCTION OF A GRAVEL ROAD LEADING NORTH, AT A 3 1/2 BY 5 FEET
 CZ0835'CONCRETE BOX CULVERT, AND SET IN THE TOP OF THE CENTER OF THE NORTH
 CZ0835'CONCRETE HEADWALL, 27 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 CZ0835'THE ROAD LEADING NORTH, 14 FEET NORTH OF THE CENTER LINE OF THE
 CZ0835'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0835
 CZ0835                          STATION RECOVERY (2006)
 CZ0835
 CZ0835'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0835'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1163 ***********************************************************************
 DV1163  DESIGNATION -  1219.01
 DV1163  PID         -  DV1163
 DV1163  STATE/COUNTY-  AZ/LA PAZ
 DV1163  USGS QUAD   -  VICKSBURG (1990)
 DV1163
 DV1163                         *CURRENT SURVEY CONTROL
 DV1163  ___________________________________________________________________
 DV1163* NAD 83(1986)-  33 42 59.     (N)    113 46 52.     (W)     SCALED    
 DV1163* NAVD 88     -       372.48   (+/-2cm)    1222.0    (feet)  VERTCON   
 DV1163  ___________________________________________________________________
 DV1163  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1163  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1163
 DV1163.The horizontal coordinates were scaled from a topographic map and have
 DV1163.an estimated accuracy of +/- 6 seconds.
 DV1163
 DV1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1163.The vertical order pertains to the NGVD 29 superseded value.
 DV1163
 DV1163.The geoid height was determined by GEOID03.
 DV1163
 DV1163;                    North         East    Units  Estimated Accuracy
 DV1163;SPC AZ W     -   301,210.      210,480.      MT  (+/- 180 meters Scaled)
 DV1163
 DV1163                          SUPERSEDED SURVEY CONTROL
 DV1163
 DV1163  NGVD 29 (??/??/92)  371.805  (m)         1219.83   (f) ADJ UNCH    1 2
 DV1163
 DV1163.Superseded values are not recommended for survey control.
 DV1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1163.See file dsdata.txt to determine how the superseded data were derived.
 DV1163
 DV1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC422341(NAD 83)
 DV1163_MARKER: DD = SURVEY DISK
 DV1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1163_SP_SET: BRIDGE
 DV1163_STAMPING: 1219.01 2423+01.3
 DV1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1163
 DV1163  HISTORY     - Date     Condition        Report By
 DV1163  HISTORY     - UNK      MONUMENTED       AZHD
 DV1163  HISTORY     - 1934     GOOD             NGS
 DV1163  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1163
 DV1163                          STATION DESCRIPTION
 DV1163
 DV1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1163'11.3 MI W FROM SALOME.
 DV1163'11.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, 4.5 MILES WEST OF
 DV1163'HOPE, AT STATION 2423+01.3, AT A CONCRETE BRIDGE, AND IN THE CENTER OF
 DV1163'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DV1163'DISK, STAMPED 1219.01 2423+01.3.
 DV1163
 DV1163                          STATION RECOVERY (1981)
 DV1163
 DV1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1163'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1163'WHEN THE HIGHWAY WAS WIDENED AND REBULIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0588 ***********************************************************************
 ER0588  DESIGNATION -  122 DOR
 ER0588  PID         -  ER0588
 ER0588  STATE/COUNTY-  AZ/APACHE
 ER0588  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0588
 ER0588                         *CURRENT SURVEY CONTROL
 ER0588  ___________________________________________________________________
 ER0588* NAD 83(1986)-  34 41 16.     (N)    109 18 53.     (W)     SCALED    
 ER0588* NAVD 88     -      1721.826  (meters)    5649.02   (feet)  ADJUSTED  
 ER0588  ___________________________________________________________________
 ER0588  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0588  DYNAMIC HT  -        1719.364 (meters)    5640.95  (feet)  COMP
 ER0588  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 ER0588
 ER0588  VERT ORDER  -  SECOND    CLASS II
 ER0588
 ER0588.The horizontal coordinates were scaled from a topographic map and have
 ER0588.an estimated accuracy of +/- 6 seconds.
 ER0588
 ER0588.The orthometric height was determined by differential leveling
 ER0588.and adjusted in June 1991.
 ER0588
 ER0588.The geoid height was determined by GEOID03.
 ER0588
 ER0588.The dynamic height is computed by dividing the NAVD 88
 ER0588.geopotential number by the normal gravity value computed on the
 ER0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0588.degrees latitude (g = 980.6199 gals.).
 ER0588
 ER0588.The modeled gravity was interpolated from observed gravity values.
 ER0588
 ER0588;                    North         East    Units  Estimated Accuracy
 ER0588;SPC AZ E     -   409,270.      291,420.      MT  (+/- 180 meters Scaled)
 ER0588
 ER0588                          SUPERSEDED SURVEY CONTROL
 ER0588
 ER0588  NGVD 29 (??/??/92) 1720.97   (m)         5646.2    (f) COMPUTED    2 2
 ER0588
 ER0588.Superseded values are not recommended for survey control.
 ER0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0588.See file dsdata.txt to determine how the superseded data were derived.
 ER0588
 ER0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD543397(NAD 83)
 ER0588_MARKER: DB = BENCH MARK DISK
 ER0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0588_SP_SET: CONCRETE POST
 ER0588_STAMPING: 122 DOR 1972 5646
 ER0588_MARK LOGO: USGS  
 ER0588_PROJECTION: PROJECTING 28 CENTIMETERS
 ER0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0588+STABILITY: SURFACE MOTION
 ER0588
 ER0588  HISTORY     - Date     Condition        Report By
 ER0588  HISTORY     - 1972     MONUMENTED       USGS
 ER0588
 ER0588                          STATION DESCRIPTION
 ER0588
 ER0588'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0588'23.7 KM (14.70 MI) NE FROM ST JOHNS.
 ER0588'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0588'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES
 ER0588'NORTHWEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO
 ER0588'A FENCE CORNER, 210 FEET SOUTH OF A USBLM CADASTRAL SURVEY BRASS CAP
 ER0588'STAMPED T15N R28E R29E S24 S19 S25 S30 1963, AND 7 FEET SOUTHWEST OF
 ER0588'A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0469 ***********************************************************************
 GQ0469  DESIGNATION -  122 DOR
 GQ0469  PID         -  GQ0469
 GQ0469  STATE/COUNTY-  AZ/MOHAVE
 GQ0469  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0469
 GQ0469                         *CURRENT SURVEY CONTROL
 GQ0469  ___________________________________________________________________
 GQ0469* NAD 83(1986)-  36 33 00.     (N)    113 23 27.     (W)     SCALED    
 GQ0469* NAVD 88     -      1552.322  (meters)    5092.91   (feet)  POSTED    
 GQ0469  ___________________________________________________________________
 GQ0469  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 GQ0469  DYNAMIC HT  -        1550.500 (meters)    5086.93  (feet)  COMP
 GQ0469  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 GQ0469
 GQ0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0469
 GQ0469.The horizontal coordinates were scaled from a topographic map and have
 GQ0469.an estimated accuracy of +/- 6 seconds.
 GQ0469
 GQ0469.The orthometric height was determined by differential leveling
 GQ0469.and adjusted by the  in 1992.
 GQ0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0469.rate of 0.0 thru 1.0 mm/km.
 GQ0469
 GQ0469.The geoid height was determined by GEOID03.
 GQ0469
 GQ0469.The dynamic height is computed by dividing the NAVD 88
 GQ0469.geopotential number by the normal gravity value computed on the
 GQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0469.degrees latitude (g = 980.6199 gals.).
 GQ0469
 GQ0469.The modeled gravity was interpolated from observed gravity values.
 GQ0469
 GQ0469;                    North         East    Units  Estimated Accuracy
 GQ0469;SPC AZ W     -   615,620.      245,520.      MT  (+/- 180 meters Scaled)
 GQ0469
 GQ0469                          SUPERSEDED SURVEY CONTROL
 GQ0469
 GQ0469.No superseded survey control is available for this station.
 GQ0469
 GQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF860476(NAD 83)
 GQ0469_MARKER: DB = BENCH MARK DISK
 GQ0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0469_SP_SET: COPPER-CLAD STEEL ROD
 GQ0469_STAMPING: 122 DOR 1970 5090
 GQ0469_MARK LOGO: USGS  
 GQ0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0469
 GQ0469  HISTORY     - Date     Condition        Report By
 GQ0469  HISTORY     - 1970     MONUMENTED       USGS
 GQ0469
 GQ0469                          STATION DESCRIPTION
 GQ0469
 GQ0469'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0469'73.4 KM (45.60 MI) SSW FROM ST GEORGE UT.
 GQ0469'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0469'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0469'ROAD TO THE ARIZONA STATE LINE, CONTINUE 38.9 MILES SOUTH ALONG MT.
 GQ0469'TRUMBLE ROAD TO AN OLD STONE BUILDING RUIN, 0.3 MILES NORTH OF A
 GQ0469'CATTLEGUARD, 60 FEET NORTH OF THE RUINS, 60 FEET WEST OF THE ROAD.
 GQ0469'ROD DEPTH UNKNOWN.
 GQ0469'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0469'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0691 ***********************************************************************
 GP0691  DESIGNATION -  122 DOR
 GP0691  PID         -  GP0691
 GP0691  STATE/COUNTY-  AZ/NAVAJO
 GP0691  USGS QUAD   -  SHONTO NW (1980)
 GP0691
 GP0691                         *CURRENT SURVEY CONTROL
 GP0691  ___________________________________________________________________
 GP0691* NAD 83(1986)-  36 44 03.     (N)    110 40 24.     (W)     SCALED    
 GP0691* NAVD 88     -      2065.832  (meters)    6777.65   (feet)  ADJUSTED  
 GP0691  ___________________________________________________________________
 GP0691  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GP0691  DYNAMIC HT  -        2063.197 (meters)    6769.01  (feet)  COMP
 GP0691  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 GP0691
 GP0691  VERT ORDER  -  SECOND    CLASS 0
 GP0691
 GP0691.The horizontal coordinates were scaled from a topographic map and have
 GP0691.an estimated accuracy of +/- 6 seconds.
 GP0691
 GP0691.The orthometric height was determined by differential leveling
 GP0691.and adjusted in June 1991.
 GP0691
 GP0691.The geoid height was determined by GEOID03.
 GP0691
 GP0691.The dynamic height is computed by dividing the NAVD 88
 GP0691.geopotential number by the normal gravity value computed on the
 GP0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0691.degrees latitude (g = 980.6199 gals.).
 GP0691
 GP0691.The modeled gravity was interpolated from observed gravity values.
 GP0691
 GP0691;                    North         East    Units  Estimated Accuracy
 GP0691;SPC AZ E     -   636,090.      168,110.      MT  (+/- 180 meters Scaled)
 GP0691
 GP0691                          SUPERSEDED SURVEY CONTROL
 GP0691
 GP0691.No superseded survey control is available for this station.
 GP0691
 GP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF291654(NAD 83)
 GP0691_MARKER: DB = BENCH MARK DISK
 GP0691_SETTING: 66 = SET IN ROCK OUTCROP
 GP0691_SP_SET: ROCK OUTCROP
 GP0691_STAMPING: 122 DOR 1969 6774
 GP0691_MARK LOGO: USGS  
 GP0691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0691+STABILITY: POSITION/ELEVATION WELL
 GP0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0691+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0691
 GP0691  HISTORY     - Date     Condition        Report By
 GP0691  HISTORY     - 1969     MONUMENTED       USGS
 GP0691
 GP0691                          STATION DESCRIPTION
 GP0691
 GP0691'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0691'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0691'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0691'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0691'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 12.7 MILES NORTHWEST
 GP0691'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 25 FEET EAST AND 1
 GP0691'FOOT LOWER THAN THE ROAD, 2 FEET SOUTHWEST OF A WITNESS, IN A
 GP0691'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0465 ***********************************************************************
 CY0465  DESIGNATION -  1220+
 CY0465  PID         -  CY0465
 CY0465  STATE/COUNTY-  AZ/COCHISE
 CY0465  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0465
 CY0465                         *CURRENT SURVEY CONTROL
 CY0465  ___________________________________________________________________
 CY0465* NAD 83(1986)-  32 09 07.     (N)    109 59 19.     (W)     SCALED    
 CY0465* NAVD 88     -      1342.618  (meters)    4404.91   (feet)  ADJUSTED  
 CY0465  ___________________________________________________________________
 CY0465  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY0465  DYNAMIC HT  -        1340.593 (meters)    4398.26  (feet)  COMP
 CY0465  MODELED GRAV-     979,083.7   (mgal)                       NAVD 88
 CY0465
 CY0465  VERT ORDER  -  FIRST     CLASS II
 CY0465
 CY0465.The horizontal coordinates were scaled from a topographic map and have
 CY0465.an estimated accuracy of +/- 6 seconds.
 CY0465
 CY0465.The orthometric height was determined by differential leveling
 CY0465.and adjusted in June 1991.
 CY0465
 CY0465.The geoid height was determined by GEOID03.
 CY0465
 CY0465.The dynamic height is computed by dividing the NAVD 88
 CY0465.geopotential number by the normal gravity value computed on the
 CY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0465.degrees latitude (g = 980.6199 gals.).
 CY0465
 CY0465.The modeled gravity was interpolated from observed gravity values.
 CY0465
 CY0465;                    North         East    Units  Estimated Accuracy
 CY0465;SPC AZ E     -   127,730.      230,160.      MT  (+/- 180 meters Scaled)
 CY0465
 CY0465                          SUPERSEDED SURVEY CONTROL
 CY0465
 CY0465  NGVD 29 (??/??/92) 1341.773  (m)         4402.13   (f) ADJ UNCH    1 2
 CY0465
 CY0465.Superseded values are not recommended for survey control.
 CY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0465.See file dsdata.txt to determine how the superseded data were derived.
 CY0465
 CY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA953577(NAD 83)
 CY0465_MARKER: DD = SURVEY DISK
 CY0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0465_SP_SET: CULVERT
 CY0465_STAMPING: 1220+4402.97 1958
 CY0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0465
 CY0465  HISTORY     - Date     Condition        Report By
 CY0465  HISTORY     - 1958     MONUMENTED       AZHD
 CY0465  HISTORY     - 1960     GOOD             NGS
 CY0465  HISTORY     - 1979     GOOD             NGS
 CY0465
 CY0465                          STATION DESCRIPTION
 CY0465
 CY0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0465'12.1 MI SW FROM WILLCOX.
 CY0465'12.1 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX ON STATE HIGHWAY 86
 CY0465'AND INTERSTATE HIGHWAY 10, 0.55 MILE SOUTHWEST OF MILEPOST 317, 11
 CY0465'FEET SOUTH OF GUARD RAIL, 4 FEET LOWER THAN HIGHWAY, 35 FEET SOUTH OF
 CY0465'CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE SOUTHEAST
 CY0465'HEADWALL.
 CY0465
 CY0465                          STATION RECOVERY (1979)
 CY0465
 CY0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0465'39.3 KILOMETERS (24.4 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0465'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT A 7-CHANNEL BOX
 CY0465'CULVERT, IN TOP OF THE SOUTHEAST HEADWALL, 10.6 METERS (35 FEET)
 CY0465'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES AND 15.6 METERS
 CY0465'(51.4 FEET) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 CY0465'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0253 ***********************************************************************
 DV0253  DESIGNATION -  1221.10
 DV0253  PID         -  DV0253
 DV0253  STATE/COUNTY-  AZ/MARICOPA
 DV0253  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0253
 DV0253                         *CURRENT SURVEY CONTROL
 DV0253  ___________________________________________________________________
 DV0253* NAD 83(1986)-  33 38 47.     (N)    112 21 36.     (W)     SCALED    
 DV0253* NAVD 88     -       372.46   (+/-2cm)    1222.0    (feet)  VERTCON   
 DV0253  ___________________________________________________________________
 DV0253  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0253
 DV0253.The horizontal coordinates were scaled from a topographic map and have
 DV0253.an estimated accuracy of +/- 6 seconds.
 DV0253
 DV0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0253.The vertical order pertains to the NGVD 29 superseded value.
 DV0253
 DV0253.The geoid height was determined by GEOID03.
 DV0253
 DV0253;                    North         East    Units  Estimated Accuracy
 DV0253;SPC AZ C     -   293,520.      172,240.      MT  (+/- 180 meters Scaled)
 DV0253
 DV0253                          SUPERSEDED SURVEY CONTROL
 DV0253
 DV0253  NGVD 29 (??/??/92)  371.894  (m)         1220.12   (f) ADJ UNCH    2 0
 DV0253
 DV0253.Superseded values are not recommended for survey control.
 DV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0253.See file dsdata.txt to determine how the superseded data were derived.
 DV0253
 DV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738237(NAD 83)
 DV0253_MARKER: DD = SURVEY DISK
 DV0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0253_SP_SET: HEADWALL
 DV0253_STAMPING: 1221.10
 DV0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0253
 DV0253  HISTORY     - Date     Condition        Report By
 DV0253  HISTORY     - UNK      MONUMENTED       AZHD
 DV0253  HISTORY     - 1948     GOOD             NGS
 DV0253  HISTORY     - 20061205 MARK NOT FOUND   INDIV
 DV0253  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0253
 DV0253                          STATION DESCRIPTION
 DV0253
 DV0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0253'2.0 MI SE FROM BEARDSLEY.
 DV0253'ABOUT 2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0253'RAILROAD FROM THE STATION AT BEARDSLEY, AT THE JUNCTION OF AN ASPHALT
 DV0253'ROAD LEADING SOUTH TO LITCHFIELD PARK, 243.0 FEET NORTHWEST OF THE
 DV0253'CENTER LINE OF THE ASPHALT ROAD, 22.3 FEET NORTHEAST OF THE CENTER
 DV0253'LINE OF U. S. HIGHWAY NO. 60 AND 70, SET IN THE TOP AND IN THE CENTER
 DV0253'OF A 9-FEET LONG CONCRETE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
 DV0253
 DV0253                          STATION RECOVERY (2006)
 DV0253
 DV0253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MK)
 DV0253'POSSIBLY DESTROYED BY WIDENING OF U.S. 60.
 DV0253
 DV0253                          STATION RECOVERY (2007)
 DV0253
 DV0253'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0253'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0739 ***********************************************************************
 DU0739  DESIGNATION -  1224.00
 DU0739  PID         -  DU0739
 DU0739  STATE/COUNTY-  AZ/PINAL
 DU0739  USGS QUAD   -  GILA BUTTE (1981)
 DU0739
 DU0739                         *CURRENT SURVEY CONTROL
 DU0739  ___________________________________________________________________
 DU0739* NAD 83(1986)-  33 11 39.     (N)    111 49 17.     (W)     SCALED    
 DU0739* NAVD 88     -       373.25   (+/-2cm)    1224.6    (feet)  VERTCON   
 DU0739  ___________________________________________________________________
 DU0739  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0739
 DU0739.The horizontal coordinates were scaled from a topographic map and have
 DU0739.an estimated accuracy of +/- 6 seconds.
 DU0739
 DU0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0739.The vertical order pertains to the NGVD 29 superseded value.
 DU0739
 DU0739.The geoid height was determined by GEOID03.
 DU0739
 DU0739;                    North         East    Units  Estimated Accuracy
 DU0739;SPC AZ C     -   243,290.      222,240.      MT  (+/- 180 meters Scaled)
 DU0739
 DU0739                          SUPERSEDED SURVEY CONTROL
 DU0739
 DU0739  NGVD 29 (??/??/92)  372.762  (m)         1222.97   (f) ADJ UNCH    2 0
 DU0739
 DU0739.Superseded values are not recommended for survey control.
 DU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0739.See file dsdata.txt to determine how the superseded data were derived.
 DU0739
 DU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB234731(NAD 83)
 DU0739_MARKER: DD = SURVEY DISK
 DU0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0739_SP_SET: BRIDGE
 DU0739_STAMPING: 1224.00 314+61.9 32
 DU0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0739
 DU0739  HISTORY     - Date     Condition        Report By
 DU0739  HISTORY     - UNK      MONUMENTED       AZHD
 DU0739  HISTORY     - 1948     GOOD             NGS
 DU0739  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0739
 DU0739                          STATION DESCRIPTION
 DU0739
 DU0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0739'7.8 MI S FROM CHANDLER.
 DU0739'7.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0739'STATION AT CHANDLER, 210 FEET SOUTH OF MILE POST 937, 83.6 FEET WEST
 DU0739'OF THE CENTER LINE OF THE TRACK, 16.2 FEET EAST OF THE CENTER LINE OF
 DU0739'STATE ROUTE 87, 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 DU0739'TOP AND IN THE CENTER OF THE EAST CONCRETE HEADWALL OF A BRIDGE IN THE
 DU0739'HIGHWAY OVER A WIDE WASH AND WEST OF RAILROAD BRIDGE NO. 937.19.
 DU0739
 DU0739                          STATION RECOVERY (2006)
 DU0739
 DU0739'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0739'A DISK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1050 ***********************************************************************
 DU1050  DESIGNATION -  1226
 DU1050  PID         -  DU1050
 DU1050  STATE/COUNTY-  AZ/PINAL
 DU1050  USGS QUAD   -  SACATON BUTTE (1967)
 DU1050
 DU1050                         *CURRENT SURVEY CONTROL
 DU1050  ___________________________________________________________________
 DU1050* NAD 83(1986)-  33 00 29.     (N)    111 58 11.     (W)     SCALED    
 DU1050* NAVD 88     -       373.148  (meters)    1224.24   (feet)  ADJUSTED  
 DU1050  ___________________________________________________________________
 DU1050  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DU1050  DYNAMIC HT  -         372.697 (meters)    1222.76  (feet)  COMP
 DU1050  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 DU1050
 DU1050  VERT ORDER  -  FIRST     CLASS II
 DU1050
 DU1050.The horizontal coordinates were scaled from a topographic map and have
 DU1050.an estimated accuracy of +/- 6 seconds.
 DU1050
 DU1050.The orthometric height was determined by differential leveling
 DU1050.and adjusted in June 1991.
 DU1050
 DU1050.The geoid height was determined by GEOID03.
 DU1050
 DU1050.The dynamic height is computed by dividing the NAVD 88
 DU1050.geopotential number by the normal gravity value computed on the
 DU1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1050.degrees latitude (g = 980.6199 gals.).
 DU1050
 DU1050.The modeled gravity was interpolated from observed gravity values.
 DU1050
 DU1050;                    North         East    Units  Estimated Accuracy
 DU1050;SPC AZ C     -   222,650.      208,400.      MT  (+/- 180 meters Scaled)
 DU1050
 DU1050                          SUPERSEDED SURVEY CONTROL
 DU1050
 DU1050  NGVD 29 (??/??/92)  373.255  (m)         1224.59   (f) ADJ UNCH    1 2
 DU1050
 DU1050.Superseded values are not recommended for survey control.
 DU1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1050.See file dsdata.txt to determine how the superseded data were derived.
 DU1050
 DU1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB094525(NAD 83)
 DU1050_MARKER: P = PIPE CAP
 DU1050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1050
 DU1050  HISTORY     - Date     Condition        Report By
 DU1050  HISTORY     - UNK      MONUMENTED       USGS
 DU1050  HISTORY     - 1967     GOOD             NGS
 DU1050  HISTORY     - 1980     GOOD             NGS
 DU1050  HISTORY     - 1980     GOOD             NGS
 DU1050  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 DU1050
 DU1050                          STATION DESCRIPTION
 DU1050
 DU1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1050'5.9 MI SE FROM MARICOPA.
 DU1050'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DU1050'MARICOPA, THENCE 5.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DU1050'RAILROAD, IN S 8, T 5 S, R 4 E, 0.1 MILE NORTHWEST OF RAILROAD BRIDGE
 DU1050'NUMBER 903.48, 26 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 DU1050'TRACK, 73 FEET SOUTHWEST OF A FENCE, 104 FEET SOUTHWEST OF THE CENTER
 DU1050'LINE OF A PAVED ROAD, 2.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 DU1050'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, A U. S. GEOLOGICAL SURVEY
 DU1050'CAP ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE
 DU1050'GROUND.
 DU1050
 DU1050                          STATION RECOVERY (1980)
 DU1050
 DU1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1050'RECOVERED IN GOOD CONDITION.
 DU1050
 DU1050                          STATION RECOVERY (1980)
 DU1050
 DU1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1050'RECOVERED IN GOOD CONDITION.
 DU1050
 DU1050                          STATION RECOVERY (2006)
 DU1050
 DU1050'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1050'THE WITNESS POST WAS NOT LOCATED. THE MARK MAY BE BURIED OR OBSCURED
 DU1050'BY BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0740 ***********************************************************************
 DU0740  DESIGNATION -  1226.36
 DU0740  PID         -  DU0740
 DU0740  STATE/COUNTY-  AZ/PINAL
 DU0740  USGS QUAD   -  GILA BUTTE (1981)
 DU0740
 DU0740                         *CURRENT SURVEY CONTROL
 DU0740  ___________________________________________________________________
 DU0740* NAD 83(1986)-  33 11 25.     (N)    111 49 01.     (W)     SCALED    
 DU0740* NAVD 88     -       373.97   (+/-2cm)    1226.9    (feet)  VERTCON   
 DU0740  ___________________________________________________________________
 DU0740  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0740
 DU0740.The horizontal coordinates were scaled from a topographic map and have
 DU0740.an estimated accuracy of +/- 6 seconds.
 DU0740
 DU0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0740.The vertical order pertains to the NGVD 29 superseded value.
 DU0740
 DU0740.The geoid height was determined by GEOID03.
 DU0740
 DU0740;                    North         East    Units  Estimated Accuracy
 DU0740;SPC AZ C     -   242,860.      222,660.      MT  (+/- 180 meters Scaled)
 DU0740
 DU0740                          SUPERSEDED SURVEY CONTROL
 DU0740
 DU0740  NGVD 29 (??/??/92)  373.484  (m)         1225.34   (f) ADJ UNCH    2 0
 DU0740
 DU0740.Superseded values are not recommended for survey control.
 DU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0740.See file dsdata.txt to determine how the superseded data were derived.
 DU0740
 DU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB238726(NAD 83)
 DU0740_MARKER: DD = SURVEY DISK
 DU0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0740_SP_SET: BRIDGE
 DU0740_STAMPING: 1226.36 295+04.4 32
 DU0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0740
 DU0740  HISTORY     - Date     Condition        Report By
 DU0740  HISTORY     - UNK      MONUMENTED       AZHD
 DU0740  HISTORY     - 1948     GOOD             NGS
 DU0740  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0740
 DU0740                          STATION DESCRIPTION
 DU0740
 DU0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0740'8.2 MI S FROM CHANDLER.
 DU0740'8.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0740'STATION AT CHANDLER, 95.0 FEET SOUTHWEST OF SIGNAL BLOCK NO. 9374,
 DU0740'83.7 FEET WEST OF RAILROAD BRIDGE NO. 937.44, 16.8 FEET EAST OF THE
 DU0740'CENTER LINE OF STATE ROUTE 87, 1.0 FOOT ABOVE THE LEVEL OF THE
 DU0740'HIGHWAY, SET IN THE TOP AND IN THE CENTER OF THE EAST CONCRETE
 DU0740'HEADWALL OF A BRIDGE IN THE HIGHWAY OVER A WIDE WASH.
 DU0740
 DU0740                          STATION RECOVERY (2006)
 DU0740
 DU0740'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0740'A DISK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1730 ***********************************************************************
 DU1730  DESIGNATION -  1228.53
 DU1730  PID         -  DU1730
 DU1730  STATE/COUNTY-  AZ/MARICOPA
 DU1730  USGS QUAD   -  TEMPE (1982)
 DU1730
 DU1730                         *CURRENT SURVEY CONTROL
 DU1730  ___________________________________________________________________
 DU1730* NAD 83(1986)-  33 27 39.     (N)    111 58 13.     (W)     SCALED    
 DU1730* NAVD 88     -       374.709  (meters)    1229.36   (feet)  ADJUSTED  
 DU1730  ___________________________________________________________________
 DU1730  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1730  DYNAMIC HT  -         374.276 (meters)    1227.94  (feet)  COMP
 DU1730  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DU1730
 DU1730  VERT ORDER  -  SECOND    CLASS I
 DU1730
 DU1730.The horizontal coordinates were scaled from a topographic map and have
 DU1730.an estimated accuracy of +/- 6 seconds.
 DU1730
 DU1730.The orthometric height was determined by differential leveling
 DU1730.and adjusted in November 1993.
 DU1730
 DU1730.The geoid height was determined by GEOID03.
 DU1730
 DU1730.The dynamic height is computed by dividing the NAVD 88
 DU1730.geopotential number by the normal gravity value computed on the
 DU1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1730.degrees latitude (g = 980.6199 gals.).
 DU1730
 DU1730.The modeled gravity was interpolated from observed gravity values.
 DU1730
 DU1730;                    North         East    Units  Estimated Accuracy
 DU1730;SPC AZ C     -   272,860.      208,380.      MT  (+/- 180 meters Scaled)
 DU1730
 DU1730                          SUPERSEDED SURVEY CONTROL
 DU1730
 DU1730.No superseded survey control is available for this station.
 DU1730
 DU1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098027(NAD 83)
 DU1730_MARKER: DB = BENCH MARK DISK
 DU1730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1730_SP_SET: CONCRETE HEADWALL
 DU1730_STAMPING: TBM 8 27+26 1228.53
 DU1730_MARK LOGO: AZDT  
 DU1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1730
 DU1730  HISTORY     - Date     Condition        Report By
 DU1730  HISTORY     - UNK      MONUMENTED       AZDT
 DU1730  HISTORY     - 1979     GOOD             AZDT
 DU1730  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU1730
 DU1730                          STATION DESCRIPTION
 DU1730
 DU1730'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1730'IN PHOENIX.
 DU1730'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DU1730'MCDOWELL FOR 4.0 MI (6.44 KM) TO 52ND STREET AND THE MARK IN THE
 DU1730'SOUTHEAST CORNER, 30 FT (9.14 METERS) SOUTH OF CENTERLINE OF MCDOWELL
 DU1730'ROAD, 61.0 FT (18.59 EAST OF CENTERLINE OF 52ND STREET, A STANDARD
 DU1730'AZDT BRASS CAP IN CONCRETE HEADWALL.
 DU1730
 DU1730                          STATION RECOVERY (2008)
 DU1730
 DU1730'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1730'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1730'MARK. BOTH ROADS APPEAR TO HAVE BEEN WIDENED. THERE IS NO HEADWALL AT
 DU1730'THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0741 ***********************************************************************
 DU0741  DESIGNATION -  1228.85
 DU0741  PID         -  DU0741
 DU0741  STATE/COUNTY-  AZ/PINAL
 DU0741  USGS QUAD   -  GILA BUTTE (1981)
 DU0741
 DU0741                         *CURRENT SURVEY CONTROL
 DU0741  ___________________________________________________________________
 DU0741* NAD 83(1986)-  33 11 08.     (N)    111 48 39.     (W)     SCALED    
 DU0741* NAVD 88     -       374.77   (+/-2cm)    1229.6    (feet)  VERTCON   
 DU0741  ___________________________________________________________________
 DU0741  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0741
 DU0741.The horizontal coordinates were scaled from a topographic map and have
 DU0741.an estimated accuracy of +/- 6 seconds.
 DU0741
 DU0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0741.The vertical order pertains to the NGVD 29 superseded value.
 DU0741
 DU0741.The geoid height was determined by GEOID03.
 DU0741
 DU0741;                    North         East    Units  Estimated Accuracy
 DU0741;SPC AZ C     -   242,330.      223,230.      MT  (+/- 180 meters Scaled)
 DU0741
 DU0741                          SUPERSEDED SURVEY CONTROL
 DU0741
 DU0741  NGVD 29 (??/??/92)  374.287  (m)         1227.97   (f) ADJ UNCH    2 0
 DU0741
 DU0741.Superseded values are not recommended for survey control.
 DU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0741.See file dsdata.txt to determine how the superseded data were derived.
 DU0741
 DU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB244721(NAD 83)
 DU0741_MARKER: DD = SURVEY DISK
 DU0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0741_SP_SET: BRIDGE
 DU0741_STAMPING: 1228.85 269+01.7 32
 DU0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0741
 DU0741  HISTORY     - Date     Condition        Report By
 DU0741  HISTORY     - UNK      MONUMENTED       AZHD
 DU0741  HISTORY     - 1948     GOOD             NGS
 DU0741  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0741
 DU0741                          STATION DESCRIPTION
 DU0741
 DU0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0741'8.7 MI S FROM CHANDLER.
 DU0741'8.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0741'STATION AT CHANDLER, 83.9 FEET WEST OF THE CENTER LINE OF THE TRACK,
 DU0741'16.8 FEET EAST OF THE CENTER LINE OF STATE ROUTE 87, 1.0 FOOT ABOVE
 DU0741'THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE EAST
 DU0741'CONCRETE HEADWALL OF A BRIDGE IN THE HIGHWAY OVER A WIDE WASH AND
 DU0741'OPPOSITE RAILROAD BRIDGE NO. 937.94.
 DU0741
 DU0741                          STATION RECOVERY (2006)
 DU0741
 DU0741'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0741'A DISK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1297 ***********************************************************************
 DV1297  DESIGNATION -  1229
 DV1297  PID         -  DV1297
 DV1297  STATE/COUNTY-  AZ/MARICOPA
 DV1297  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1297
 DV1297                         *CURRENT SURVEY CONTROL
 DV1297  ___________________________________________________________________
 DV1297* NAD 83(1986)-  33 34 03.     (N)    112 07 00.     (W)     SCALED    
 DV1297* NAVD 88     -       375.075  (meters)    1230.56   (feet)  ADJUSTED  
 DV1297  ___________________________________________________________________
 DV1297  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV1297  DYNAMIC HT  -         374.644 (meters)    1229.14  (feet)  COMP
 DV1297  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 DV1297
 DV1297  VERT ORDER  -  FIRST     CLASS II
 DV1297
 DV1297.The horizontal coordinates were scaled from a topographic map and have
 DV1297.an estimated accuracy of +/- 6 seconds.
 DV1297
 DV1297.The orthometric height was determined by differential leveling
 DV1297.and adjusted in November 1993.
 DV1297
 DV1297.The geoid height was determined by GEOID03.
 DV1297
 DV1297.The dynamic height is computed by dividing the NAVD 88
 DV1297.geopotential number by the normal gravity value computed on the
 DV1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1297.degrees latitude (g = 980.6199 gals.).
 DV1297
 DV1297.The modeled gravity was interpolated from observed gravity values.
 DV1297
 DV1297;                    North         East    Units  Estimated Accuracy
 DV1297;SPC AZ C     -   284,700.      194,790.      MT  (+/- 180 meters Scaled)
 DV1297
 DV1297                          SUPERSEDED SURVEY CONTROL
 DV1297
 DV1297.No superseded survey control is available for this station.
 DV1297
 DV1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963147(NAD 83)
 DV1297_MARKER: DB = BENCH MARK DISK
 DV1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1297_SP_SET: CONCRETE BRIDGE
 DV1297_STAMPING: 1229.50 1973
 DV1297_MARK LOGO: AZDT  
 DV1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1297
 DV1297  HISTORY     - Date     Condition        Report By
 DV1297  HISTORY     - 1973     MONUMENTED       AZDT
 DV1297  HISTORY     - 1981     GOOD             AZDT
 DV1297
 DV1297                          STATION DESCRIPTION
 DV1297
 DV1297'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1297'PHOENIX.
 DV1297'7.0 MI (11.3 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION
 DV1297'OF MCDOWELL ROAD IN PHOENIX TO DUNLAP ROAD OVERPASS AND TO THE MARK IN
 DV1297'SIDEWALK ON THE SOUTH SIDE OF THE EASTBOUND, 4.3 FT (1.31 M) NORTH OF
 DV1297'THE SOUTH CONCRETE GUARDWALL, 0.4 FT (0.12 M) SOUTH OF THE NORTH FACE
 DV1297'OF SIDEWALK THAT RUNS EAST-WEST ON THE SOUTH SIDE OF OVERPASS,
 DV1297'89.5 FT (27.28 M) EAST OF THE WEST END OF THE SOUTHWEST DADO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0428 ***********************************************************************
 CY0428  DESIGNATION -  123
 CY0428  PID         -  CY0428
 CY0428  STATE/COUNTY-  AZ/COCHISE
 CY0428  USGS QUAD   -  RAILROAD PASS (1979)
 CY0428
 CY0428                         *CURRENT SURVEY CONTROL
 CY0428  ___________________________________________________________________
 CY0428* NAD 83(1986)-  32 20 51.     (N)    109 41 12.     (W)     SCALED    
 CY0428* NAVD 88     -      1281.19   (+/-2cm)    4203.4    (feet)  VERTCON   
 CY0428  ___________________________________________________________________
 CY0428  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0428  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0428
 CY0428.The horizontal coordinates were scaled from a topographic map and have
 CY0428.an estimated accuracy of +/- 6 seconds.
 CY0428
 CY0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0428.The vertical order pertains to the NGVD 29 superseded value.
 CY0428
 CY0428.The geoid height was determined by GEOID03.
 CY0428
 CY0428;                    North         East    Units  Estimated Accuracy
 CY0428;SPC AZ E     -   149,500.      258,540.      MT  (+/- 180 meters Scaled)
 CY0428
 CY0428                          SUPERSEDED SURVEY CONTROL
 CY0428
 CY0428  NGVD 29 (??/??/92) 1280.382  (m)         4200.72   (f) ADJ UNCH    1 2
 CY0428
 CY0428.Superseded values are not recommended for survey control.
 CY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0428.See file dsdata.txt to determine how the superseded data were derived.
 CY0428
 CY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA235797(NAD 83)
 CY0428_MARKER: DD = SURVEY DISK
 CY0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0428_STAMPING: 123 H 1907
 CY0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0428
 CY0428  HISTORY     - Date     Condition        Report By
 CY0428  HISTORY     - 1907     MONUMENTED       USGS
 CY0428  HISTORY     - 1952     GOOD             NGS
 CY0428
 CY0428                          STATION DESCRIPTION
 CY0428
 CY0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0428'11.6 MI NE FROM WILLCOX.
 CY0428'11.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0428'THE STATION AT WILLCOX, 12.0 MILES WEST OF BOWIE, SOUTH OF THE EAST
 CY0428'END OF A SMALL CULVERT, 0.4 MILE EAST OF MILEPOLE 1086, ABOUT 35 YARDS
 CY0428'SOUTHWEST OF RAILROAD CULVERT NUMBER 1086.42, ABOUT 30 YARDS SOUTH OF
 CY0428'THE SOUTH RAIL, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 4
 CY0428'FEET SOUTH OF A FENCE LINE, AND RIVETED ON TOP OF A 3 1/2 INCH IRON
 CY0428'PIPE INCASED IN CONCRETE PROJECTING 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0589 ***********************************************************************
 ER0589  DESIGNATION -  123 DOR
 ER0589  PID         -  ER0589
 ER0589  STATE/COUNTY-  AZ/APACHE
 ER0589  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0589
 ER0589                         *CURRENT SURVEY CONTROL
 ER0589  ___________________________________________________________________
 ER0589* NAD 83(1986)-  34 40 26.     (N)    109 18 16.     (W)     SCALED    
 ER0589* NAVD 88     -      1737.902  (meters)    5701.77   (feet)  ADJUSTED  
 ER0589  ___________________________________________________________________
 ER0589  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0589  DYNAMIC HT  -        1735.412 (meters)    5693.60  (feet)  COMP
 ER0589  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 ER0589
 ER0589  VERT ORDER  -  SECOND    CLASS II
 ER0589
 ER0589.The horizontal coordinates were scaled from a topographic map and have
 ER0589.an estimated accuracy of +/- 6 seconds.
 ER0589
 ER0589.The orthometric height was determined by differential leveling
 ER0589.and adjusted in June 1991.
 ER0589
 ER0589.The geoid height was determined by GEOID03.
 ER0589
 ER0589.The dynamic height is computed by dividing the NAVD 88
 ER0589.geopotential number by the normal gravity value computed on the
 ER0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0589.degrees latitude (g = 980.6199 gals.).
 ER0589
 ER0589.The modeled gravity was interpolated from observed gravity values.
 ER0589
 ER0589;                    North         East    Units  Estimated Accuracy
 ER0589;SPC AZ E     -   407,740.      292,380.      MT  (+/- 180 meters Scaled)
 ER0589
 ER0589                          SUPERSEDED SURVEY CONTROL
 ER0589
 ER0589  NGVD 29 (??/??/92) 1737.04   (m)         5698.9    (f) COMPUTED    2 2
 ER0589
 ER0589.Superseded values are not recommended for survey control.
 ER0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0589.See file dsdata.txt to determine how the superseded data were derived.
 ER0589
 ER0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD553381(NAD 83)
 ER0589_MARKER: DB = BENCH MARK DISK
 ER0589_SETTING: 66 = SET IN ROCK OUTCROP
 ER0589_SP_SET: SANDSTONE KNOB
 ER0589_STAMPING: 123 DOR 1972 5699
 ER0589_MARK LOGO: USGS  
 ER0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0589+STABILITY: POSITION/ELEVATION WELL
 ER0589
 ER0589  HISTORY     - Date     Condition        Report By
 ER0589  HISTORY     - 1972     MONUMENTED       USGS
 ER0589
 ER0589                          STATION DESCRIPTION
 ER0589
 ER0589'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0589'21.6 KM (13.40 MI) NE FROM ST JOHNS.
 ER0589'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0589'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.0 MILES
 ER0589'NORTHWEST, 0.8 MILES WEST OF HIGHWAY 666, 0.6 MILES SOUTHEAST OF A
 ER0589'WINDMILL, 60 FEET NORTHEAST OF THE ROAD, 8 FEET WEST OF THE HIGHEST
 ER0589'SANDSTONE KNOB, IN THE TOP OF A SANDSTONE KNOB PROJECTING 2 FEET
 ER0589'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0692 ***********************************************************************
 GP0692  DESIGNATION -  123 DOR
 GP0692  PID         -  GP0692
 GP0692  STATE/COUNTY-  AZ/NAVAJO
 GP0692  USGS QUAD   -  SHONTO NW (1980)
 GP0692
 GP0692                         *CURRENT SURVEY CONTROL
 GP0692  ___________________________________________________________________
 GP0692* NAD 83(1986)-  36 44 15.     (N)    110 39 44.     (W)     SCALED    
 GP0692* NAVD 88     -      2087.976  (meters)    6850.30   (feet)  ADJUSTED  
 GP0692  ___________________________________________________________________
 GP0692  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GP0692  DYNAMIC HT  -        2085.317 (meters)    6841.58  (feet)  COMP
 GP0692  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 GP0692
 GP0692  VERT ORDER  -  SECOND    CLASS 0
 GP0692
 GP0692.The horizontal coordinates were scaled from a topographic map and have
 GP0692.an estimated accuracy of +/- 6 seconds.
 GP0692
 GP0692.The orthometric height was determined by differential leveling
 GP0692.and adjusted in June 1991.
 GP0692
 GP0692.The geoid height was determined by GEOID03.
 GP0692
 GP0692.The dynamic height is computed by dividing the NAVD 88
 GP0692.geopotential number by the normal gravity value computed on the
 GP0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0692.degrees latitude (g = 980.6199 gals.).
 GP0692
 GP0692.The modeled gravity was interpolated from observed gravity values.
 GP0692
 GP0692;                    North         East    Units  Estimated Accuracy
 GP0692;SPC AZ E     -   636,460.      169,100.      MT  (+/- 180 meters Scaled)
 GP0692
 GP0692                          SUPERSEDED SURVEY CONTROL
 GP0692
 GP0692.No superseded survey control is available for this station.
 GP0692
 GP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF301658(NAD 83)
 GP0692_MARKER: DB = BENCH MARK DISK
 GP0692_SETTING: 66 = SET IN ROCK OUTCROP
 GP0692_SP_SET: ROCK OUTCROP
 GP0692_STAMPING: 123 DOR 1969 6847
 GP0692_MARK LOGO: USGS  
 GP0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0692+STABILITY: POSITION/ELEVATION WELL
 GP0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0692+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0692
 GP0692  HISTORY     - Date     Condition        Report By
 GP0692  HISTORY     - 1969     MONUMENTED       USGS
 GP0692
 GP0692                          STATION DESCRIPTION
 GP0692
 GP0692'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0692'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0692'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0692'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0692'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 11.8 MILES NORTHWEST
 GP0692'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 42 FEET NORTHWEST
 GP0692'AND 1 FOOT HIGHER THAN THE ROAD, 2 FEET SOUTHEAST OF A WITNESS, IN A
 GP0692'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0032 ***********************************************************************
 DV0032  DESIGNATION -  1234.73
 DV0032  PID         -  DV0032
 DV0032  STATE/COUNTY-  AZ/MARICOPA
 DV0032  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0032
 DV0032                         *CURRENT SURVEY CONTROL
 DV0032  ___________________________________________________________________
 DV0032* NAD 83(1986)-  33 34 17.     (N)    112 05 59.     (W)     SCALED    
 DV0032* NAVD 88     -       376.85   (+/-2cm)    1236.4    (feet)  VERTCON   
 DV0032  ___________________________________________________________________
 DV0032  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0032
 DV0032.The horizontal coordinates were scaled from a topographic map and have
 DV0032.an estimated accuracy of +/- 6 seconds.
 DV0032
 DV0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0032.The vertical order pertains to the NGVD 29 superseded value.
 DV0032
 DV0032.The geoid height was determined by GEOID03.
 DV0032
 DV0032;                    North         East    Units  Estimated Accuracy
 DV0032;SPC AZ C     -   285,130.      196,370.      MT  (+/- 180 meters Scaled)
 DV0032
 DV0032                          SUPERSEDED SURVEY CONTROL
 DV0032
 DV0032  NGVD 29 (??/??/92)  376.315  (m)         1234.63   (f) ADJ UNCH    1 2
 DV0032
 DV0032.Superseded values are not recommended for survey control.
 DV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0032.See file dsdata.txt to determine how the superseded data were derived.
 DV0032
 DV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979151(NAD 83)
 DV0032_MARKER: DD = SURVEY DISK
 DV0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0032_SP_SET: BRIDGE
 DV0032_STAMPING: 1234.73 MCED 1959
 DV0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0032
 DV0032  HISTORY     - Date     Condition        Report By
 DV0032  HISTORY     - 1959     MONUMENTED       LOCENG
 DV0032  HISTORY     - 1967     GOOD             NGS
 DV0032  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0032  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0032
 DV0032                          STATION DESCRIPTION
 DV0032
 DV0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0032'2.95 MI W FROM SUNNYSLOPE.
 DV0032'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0032'SUNNYSLOPE, THENCE 2.35 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0032'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 25, T 3 N, R
 DV0032'3 E, 62 FEET NORTH OF THE CENTER LINE OF THE ROAD ALONG THE CANAL, 36
 DV0032'FEET WEST OF THE CENTER LINE OF NORTH 19TH AVENUE, A MARICOPA COUNTY
 DV0032'ENGINEERING DEPARTMENT BENCH MARK DISK SET IN THE TOP AND 3.2 FEET
 DV0032'SOUTH OF THE NORTH END OF THE CONCRETE WALKWAY OF THE NORTH 19TH
 DV0032'AVENUE BRIDGE OVER THE ARIZONA CANAL 67 FEET SOUTH OF THE EXTENDED
 DV0032'CENTER LINE OF WEST HATCHER ROAD, 2.0 FEET EAST OF THE WEST CONCRETE
 DV0032'BANNISTER OF THE BRIDGE, AND ABOUT 12 INCHES ABOVE THE LEVEL OF THE
 DV0032'AVENUE.
 DV0032
 DV0032                          STATION RECOVERY (1981)
 DV0032
 DV0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0032'BELIEVED DESTROYED BY CONSTRUCTION OF A NEW BRIDGE.
 DV0032
 DV0032                          STATION RECOVERY (1995)
 DV0032
 DV0032'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0785 ***********************************************************************
 DU0785  DESIGNATION -  1235
 DU0785  PID         -  DU0785
 DU0785  STATE/COUNTY-  AZ/MARICOPA
 DU0785  USGS QUAD   -  MESA (1982)
 DU0785
 DU0785                         *CURRENT SURVEY CONTROL
 DU0785  ___________________________________________________________________
 DU0785* NAD 83(1986)-  33 25 18.     (N)    111 51 24.     (W)     SCALED    
 DU0785* NAVD 88     -       376.92   (+/-2cm)    1236.6    (feet)  VERTCON   
 DU0785  ___________________________________________________________________
 DU0785  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0785
 DU0785.The horizontal coordinates were scaled from a topographic map and have
 DU0785.an estimated accuracy of +/- 6 seconds.
 DU0785
 DU0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0785.The vertical order pertains to the NGVD 29 superseded value.
 DU0785
 DU0785.The geoid height was determined by GEOID03.
 DU0785
 DU0785;                    North         East    Units  Estimated Accuracy
 DU0785;SPC AZ C     -   268,520.      218,940.      MT  (+/- 180 meters Scaled)
 DU0785
 DU0785                          SUPERSEDED SURVEY CONTROL
 DU0785
 DU0785  NGVD 29 (??/??/92)  376.346  (m)         1234.73   (f) ADJ UNCH    2 0
 DU0785
 DU0785.Superseded values are not recommended for survey control.
 DU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0785.See file dsdata.txt to determine how the superseded data were derived.
 DU0785
 DU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB203983(NAD 83)
 DU0785_MARKER: P = PIPE CAP
 DU0785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0785
 DU0785  HISTORY     - Date     Condition        Report By
 DU0785  HISTORY     - UNK      MONUMENTED       USGS
 DU0785  HISTORY     - 1933     GOOD             NGS
 DU0785  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0785  HISTORY     - 20070920 MARK NOT FOUND   GEOCAC
 DU0785
 DU0785                          STATION DESCRIPTION
 DU0785
 DU0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0785'1.5 MI NW FROM MESA.
 DU0785'IRON POST, NEAR S.P. RIGHT OF WAY, 0.5 MILES NORTH OF PAVED HIGHWAY,
 DU0785'AT NORTHEAST CORNER OF CROSSROADS, 30 FEET NORTH OF RAILROAD
 DU0785'CENTER-LINE.
 DU0785
 DU0785                          STATION RECOVERY (2005)
 DU0785
 DU0785'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0785'THIS AREA OF MESA HAS CHANGED DRAMATICALLY SINCE 1933. THE SCALED
 DU0785'COORDINATES POINT TO THE INTERSECTION OF ALMA SCHOOL ROAD AND
 DU0785'UNIVERSITY DRIVE. THE CLOSEST RAILROAD TRACKS ARE 1.5 MILES SOUTH OF
 DU0785'THE SCALED COORDINATES, AND NO MARK WAS IDENTIFIED 30 FEET NORTH OF
 DU0785'THE TRACKS.
 DU0785
 DU0785                          STATION RECOVERY (2007)
 DU0785
 DU0785'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0785'THE DESCRIPTION NOT WITHSTANDING, THE USGS TOPOGRAPHIC MAP OF THE AREA
 DU0785'INDICATES A SURVEYED ALTITUDE OF 1235 FEET AT THE INTERSECTION OF
 DU0785'UNIVERSITY DRIVE AND ALMA SCHOOL ROAD, AND A SURVEYED ALTITUDE OF 1228
 DU0785'FEET AT THE RAILROAD CROSSING TO THE SOUTH. THE INTERSECTION OF
 DU0785'UNIVERSITY DRIVE AND ALMA SCHOOL ROAD HAS BEEN CONSIDERABLY WIDENED,
 DU0785'AND THE MARK WAS NOT RECOVERED. ASSUMED DESTROYED BY ROAD
 DU0785'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0036 ***********************************************************************
 DV0036  DESIGNATION -  1235.86
 DV0036  PID         -  DV0036
 DV0036  STATE/COUNTY-  AZ/MARICOPA
 DV0036  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0036
 DV0036                         *CURRENT SURVEY CONTROL
 DV0036  ___________________________________________________________________
 DV0036* NAD 83(1986)-  33 34 16.     (N)    112 07 00.     (W)     SCALED    
 DV0036* NAVD 88     -       376.853  (meters)    1236.39   (feet)  ADJUSTED  
 DV0036  ___________________________________________________________________
 DV0036  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV0036  DYNAMIC HT  -         376.419 (meters)    1234.97  (feet)  COMP
 DV0036  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DV0036
 DV0036  VERT ORDER  -  FIRST     CLASS II
 DV0036
 DV0036.The horizontal coordinates were scaled from a topographic map and have
 DV0036.an estimated accuracy of +/- 6 seconds.
 DV0036
 DV0036.The orthometric height was determined by differential leveling
 DV0036.and adjusted in June 1991.
 DV0036
 DV0036.The geoid height was determined by GEOID03.
 DV0036
 DV0036.The dynamic height is computed by dividing the NAVD 88
 DV0036.geopotential number by the normal gravity value computed on the
 DV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0036.degrees latitude (g = 980.6199 gals.).
 DV0036
 DV0036.The modeled gravity was interpolated from observed gravity values.
 DV0036
 DV0036;                    North         East    Units  Estimated Accuracy
 DV0036;SPC AZ C     -   285,110.      194,790.      MT  (+/- 180 meters Scaled)
 DV0036
 DV0036                          SUPERSEDED SURVEY CONTROL
 DV0036
 DV0036  NGVD 29 (??/??/92)  376.331  (m)         1234.68   (f) ADJ UNCH    1 2
 DV0036
 DV0036.Superseded values are not recommended for survey control.
 DV0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0036.See file dsdata.txt to determine how the superseded data were derived.
 DV0036
 DV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963151(NAD 83)
 DV0036_MARKER: DD = SURVEY DISK
 DV0036_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV0036_STAMPING: 1235.86 390+40.5 1947
 DV0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0036
 DV0036  HISTORY     - Date     Condition        Report By
 DV0036  HISTORY     - 1947     MONUMENTED       AZHD
 DV0036  HISTORY     - 1967     GOOD             NGS
 DV0036  HISTORY     - 1981     GOOD             NGS
 DV0036  HISTORY     - 1981     GOOD             AZDT
 DV0036  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0036
 DV0036                          STATION DESCRIPTION
 DV0036
 DV0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0036'3.95 MI W FROM SUNNYSLOPE.
 DV0036'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0036'SUNNYSLOPE, THENCE 3.35 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0036'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 26, T 3 N, R
 DV0036'3 E, AT THE INTERSECTION OF THE DIRT ROAD AND A SERVICE ROAD ON THE
 DV0036'EAST SIDE OF THE BLACK CANYON HIGHWAY WHICH IS ALSO INTERSTATE HIGHWAY
 DV0036'17, 36 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DIRT ROAD, 20
 DV0036'FEET WEST OF THE CENTER LINE OF THE SERVICE ROAD, SET IN THE CENTER OF
 DV0036'THE TOP OF THE WEST CONCRETE CURB OF A HIGHWAY BRIDGE OVER THE ARIZONA
 DV0036'CANAL, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE SERVICE ROAD.
 DV0036
 DV0036                          STATION RECOVERY (1981)
 DV0036
 DV0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0036'5.5 KM (3.45 MI) WEST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL FROM
 DV0036'THE CROSSING OF 7TH STREET AT SUNNYSLOPE, AT INTERSTATE 17 NORTH
 DV0036'BOUND FRONTAGE ROAD BRIDGE, IN TOP OF THE CENTER OF THE WEST CURB,
 DV0036'11 METERS (36 FT) NORTH OF THE EXTENDED CENTERLINE OF THE SOUTH LEVEE,
 DV0036'6.1 METERS (20 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 DV0036'THE MARK IS 0.1 M ABOVE THE FRONTAGE ROAD.
 DV0036
 DV0036                          STATION RECOVERY (1981)
 DV0036
 DV0036'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0036'7.4 MI (11.9 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION
 DV0036'OF MCDOWELL ROAD IN PHOENIX TO A CANAL BRIDGE  ON THE NORTHBOUND
 DV0036'FRONTAGE ROAD AND THE MARK.  0.5 FT (0.15 M) EAST OF WEST GUARDRAIL.
 DV0036'20 FT (6.10 M) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD.  26 FEET
 DV0036'(7.92 METERS) NORTHWEST OF AN AHD BRASS CAP STAMPED 1235.53 SET IN THE
 DV0036'WEST CURB OF THE ROADWAY.
 DV0036
 DV0036                          STATION RECOVERY (1995)
 DV0036
 DV0036'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0026 ***********************************************************************
 DV0026  DESIGNATION -  1237.40
 DV0026  PID         -  DV0026
 DV0026  STATE/COUNTY-  AZ/MARICOPA
 DV0026  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0026
 DV0026                         *CURRENT SURVEY CONTROL
 DV0026  ___________________________________________________________________
 DV0026* NAD 83(1986)-  33 33 43.     (N)    112 04 25.     (W)     SCALED    
 DV0026* NAVD 88     -       377.73   (+/-2cm)    1239.3    (feet)  VERTCON   
 DV0026  ___________________________________________________________________
 DV0026  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0026  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0026
 DV0026.The horizontal coordinates were scaled from a topographic map and have
 DV0026.an estimated accuracy of +/- 6 seconds.
 DV0026
 DV0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0026.The vertical order pertains to the NGVD 29 superseded value.
 DV0026
 DV0026.The geoid height was determined by GEOID03.
 DV0026
 DV0026;                    North         East    Units  Estimated Accuracy
 DV0026;SPC AZ C     -   284,080.      198,790.      MT  (+/- 180 meters Scaled)
 DV0026
 DV0026                          SUPERSEDED SURVEY CONTROL
 DV0026
 DV0026  NGVD 29 (??/??/92)  377.175  (m)         1237.45   (f) ADJ UNCH    1 2
 DV0026
 DV0026.Superseded values are not recommended for survey control.
 DV0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0026.See file dsdata.txt to determine how the superseded data were derived.
 DV0026
 DV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC003141(NAD 83)
 DV0026_MARKER: DD = SURVEY DISK
 DV0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0026_SP_SET: BRIDGE
 DV0026_STAMPING: 1237.40 1947
 DV0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0026
 DV0026  HISTORY     - Date     Condition        Report By
 DV0026  HISTORY     - 1947     MONUMENTED       AZHD
 DV0026  HISTORY     - 1967     GOOD             NGS
 DV0026  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0026  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DV0026
 DV0026                          STATION DESCRIPTION
 DV0026
 DV0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0026'1.2 MI SW FROM SUNNYSLOPE.
 DV0026'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0026'SUNNYSLOPE, THENCE 0.6 MILE WEST ALONG A DIRT ROAD WHICH PARALLELS THE
 DV0026'SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 32, T 3 N, R 3 E, 22 FEET
 DV0026'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 23 1/2 FEET EAST OF THE
 DV0026'CENTER LINE OF CENTRAL AVENUE, SET IN THE TOP OF THE SOUTHEAST CORNER
 DV0026'OF THE CONCRETE WALKWAY OF THE CENTRAL AVENUE BRIDGE OVER THE ARIZONA
 DV0026'CANAL, 7 INCHES WEST OF THE SOUTH END OF A METAL AND CONCRETE GUARD
 DV0026'RAIL, AND ABOUT 12 INCHES ABOVE THE LEVEL OF CENTRAL AVENUE.
 DV0026
 DV0026                          STATION RECOVERY (1981)
 DV0026
 DV0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0026'BELIEVED DESTROYED BY THE CONSTRUCTION OF A NEW BRIDGE.
 DV0026
 DV0026                          STATION RECOVERY (2007)
 DV0026
 DV0026'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0018 ***********************************************************************
 DV0018  DESIGNATION -  1238.41
 DV0018  PID         -  DV0018
 DV0018  STATE/COUNTY-  AZ/MARICOPA
 DV0018  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0018
 DV0018                         *CURRENT SURVEY CONTROL
 DV0018  ___________________________________________________________________
 DV0018* NAD 83(1986)-  33 33 27.     (N)    112 03 55.     (W)     SCALED    
 DV0018* NAVD 88     -       378.015  (meters)    1240.20   (feet)  ADJUSTED  
 DV0018  ___________________________________________________________________
 DV0018  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0018  DYNAMIC HT  -         377.580 (meters)    1238.78  (feet)  COMP
 DV0018  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 DV0018
 DV0018  VERT ORDER  -  FIRST     CLASS II
 DV0018
 DV0018.The horizontal coordinates were scaled from a topographic map and have
 DV0018.an estimated accuracy of +/- 6 seconds.
 DV0018
 DV0018.The orthometric height was determined by differential leveling
 DV0018.and adjusted in June 1991.
 DV0018
 DV0018.The geoid height was determined by GEOID03.
 DV0018
 DV0018.The dynamic height is computed by dividing the NAVD 88
 DV0018.geopotential number by the normal gravity value computed on the
 DV0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0018.degrees latitude (g = 980.6199 gals.).
 DV0018
 DV0018.The modeled gravity was interpolated from observed gravity values.
 DV0018
 DV0018;                    North         East    Units  Estimated Accuracy
 DV0018;SPC AZ C     -   283,590.      199,560.      MT  (+/- 180 meters Scaled)
 DV0018
 DV0018                          SUPERSEDED SURVEY CONTROL
 DV0018
 DV0018  NGVD 29 (??/??/92)  377.458  (m)         1238.38   (f) ADJ UNCH    1 2
 DV0018
 DV0018.Superseded values are not recommended for survey control.
 DV0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0018.See file dsdata.txt to determine how the superseded data were derived.
 DV0018
 DV0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC011136(NAD 83)
 DV0018_MARKER: DD = SURVEY DISK
 DV0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0018_SP_SET: BRIDGE CURB
 DV0018_STAMPING: 1238.41
 DV0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0018+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2006
 DV0018
 DV0018  HISTORY     - Date     Condition        Report By
 DV0018  HISTORY     - UNK      MONUMENTED       AZHD
 DV0018  HISTORY     - 1967     GOOD             NGS
 DV0018  HISTORY     - 1981     GOOD             NGS
 DV0018  HISTORY     - 20061023 GOOD             GEOCAC
 DV0018
 DV0018                          STATION DESCRIPTION
 DV0018
 DV0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0018'0.6 MI S FROM SUNNYSLOPE.
 DV0018'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0018'SUNNYSLOPE, IN SECTION 32, T 3 N, R 3 E, AT THE JUNCTION OF 7TH STREET
 DV0018'AND A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL,
 DV0018'29 FEET WEST OF THE CENTER LINE OF 7TH STREET, 58 FEET NORTH OF THE
 DV0018'CENTER LINE OF THE DIRT ROAD, SET IN THE CENTER OF THE TOP OF THE
 DV0018'CONCRETE CURB ALONG THE WEST CONCRETE WALKWAY OF A HIGHWAY BRIDGE OVER
 DV0018'THE ARIZONA CANAL, 3.2 FEET EAST OF THE WEST GUARD RAIL, 86 FEET WEST
 DV0018'OF BENCH MARK 1239.79 (USRS) AND ABOUT 12 INCHES ABOVE THE LEVEL OF
 DV0018'7TH STREET.
 DV0018
 DV0018                          STATION RECOVERY (1981)
 DV0018
 DV0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0018'AT SUNNYSLOPE, IN TOP OF THE WEST CURB AT THE CENTER OF THE 7TH STREET
 DV0018'BRIDGE OVER THE ARIZONA CANAL, 17.8 METERS (58 FT) NORTH OF THE CENTER
 DV0018'LINE OF THE SOUTH LEVEE, 8.8 METERS (29 FT) WEST OF THE CENTERLINE OF
 DV0018'7TH STREET, 1 METER (3.2 FT) EAST OF THE WEST GUARD RAIL.
 DV0018
 DV0018                          STATION RECOVERY (2006)
 DV0018
 DV0018'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0693 ***********************************************************************
 GP0693  DESIGNATION -  124 DOR
 GP0693  PID         -  GP0693
 GP0693  STATE/COUNTY-  AZ/NAVAJO
 GP0693  USGS QUAD   -  SHONTO NW (1980)
 GP0693
 GP0693                         *CURRENT SURVEY CONTROL
 GP0693  ___________________________________________________________________
 GP0693* NAD 83(1986)-  36 43 42.     (N)    110 39 35.     (W)     SCALED    
 GP0693* NAVD 88     -      2070.910  (meters)    6794.31   (feet)  ADJUSTED  
 GP0693  ___________________________________________________________________
 GP0693  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 GP0693  DYNAMIC HT  -        2068.272 (meters)    6785.66  (feet)  COMP
 GP0693  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 GP0693
 GP0693  VERT ORDER  -  SECOND    CLASS 0
 GP0693
 GP0693.The horizontal coordinates were scaled from a topographic map and have
 GP0693.an estimated accuracy of +/- 6 seconds.
 GP0693
 GP0693.The orthometric height was determined by differential leveling
 GP0693.and adjusted in June 1991.
 GP0693
 GP0693.The geoid height was determined by GEOID03.
 GP0693
 GP0693.The dynamic height is computed by dividing the NAVD 88
 GP0693.geopotential number by the normal gravity value computed on the
 GP0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0693.degrees latitude (g = 980.6199 gals.).
 GP0693
 GP0693.The modeled gravity was interpolated from observed gravity values.
 GP0693
 GP0693;                    North         East    Units  Estimated Accuracy
 GP0693;SPC AZ E     -   635,440.      169,320.      MT  (+/- 180 meters Scaled)
 GP0693
 GP0693                          SUPERSEDED SURVEY CONTROL
 GP0693
 GP0693.No superseded survey control is available for this station.
 GP0693
 GP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF303647(NAD 83)
 GP0693_MARKER: DB = BENCH MARK DISK
 GP0693_SETTING: 66 = SET IN ROCK OUTCROP
 GP0693_SP_SET: ROCK OUTCROP
 GP0693_STAMPING: 124 DOR 1969 6791
 GP0693_MARK LOGO: USGS  
 GP0693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0693+STABILITY: POSITION/ELEVATION WELL
 GP0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0693+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0693
 GP0693  HISTORY     - Date     Condition        Report By
 GP0693  HISTORY     - 1969     MONUMENTED       USGS
 GP0693
 GP0693                          STATION DESCRIPTION
 GP0693
 GP0693'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0693'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0693'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0693'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0693'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 10.9 MILES NORTHWEST
 GP0693'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO A Y-ROAD SOUTH
 GP0693'TOWARD SHONTO, 180 FEET SOUTHEAST OF THE Y-ROAD JUNCTION, 30 FEET
 GP0693'SOUTH OF THE ROAD, 2 FEET NORTH OF A WITNESS, IN A LARGE SANDSTONE
 GP0693'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0014 ***********************************************************************
 DV0014  DESIGNATION -  1242.78 RESET
 DV0014  PID         -  DV0014
 DV0014  STATE/COUNTY-  AZ/MARICOPA
 DV0014  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0014
 DV0014                         *CURRENT SURVEY CONTROL
 DV0014  ___________________________________________________________________
 DV0014* NAD 83(1986)-  33 32 43.     (N)    112 03 23.     (W)     SCALED    
 DV0014* NAVD 88     -       379.382  (meters)    1244.69   (feet)  ADJUSTED  
 DV0014  ___________________________________________________________________
 DV0014  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0014  DYNAMIC HT  -         378.947 (meters)    1243.26  (feet)  COMP
 DV0014  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV0014
 DV0014  VERT ORDER  -  FIRST     CLASS II
 DV0014
 DV0014.The horizontal coordinates were scaled from a topographic map and have
 DV0014.an estimated accuracy of +/- 6 seconds.
 DV0014
 DV0014.The orthometric height was determined by differential leveling
 DV0014.and adjusted in June 1991.
 DV0014
 DV0014.The geoid height was determined by GEOID03.
 DV0014
 DV0014.The dynamic height is computed by dividing the NAVD 88
 DV0014.geopotential number by the normal gravity value computed on the
 DV0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0014.degrees latitude (g = 980.6199 gals.).
 DV0014
 DV0014.The modeled gravity was interpolated from observed gravity values.
 DV0014
 DV0014;                    North         East    Units  Estimated Accuracy
 DV0014;SPC AZ C     -   282,230.      200,390.      MT  (+/- 180 meters Scaled)
 DV0014
 DV0014                          SUPERSEDED SURVEY CONTROL
 DV0014
 DV0014  NGVD 29 (??/??/92)  378.803  (m)         1242.79   (f) ADJ UNCH    1 2
 DV0014
 DV0014.Superseded values are not recommended for survey control.
 DV0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0014.See file dsdata.txt to determine how the superseded data were derived.
 DV0014
 DV0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC019122(NAD 83)
 DV0014_MARKER: DB = BENCH MARK DISK
 DV0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0014_SP_SET: CONCRETE WALKWAY
 DV0014_STAMPING: USRS 1242.78 1954 RESET
 DV0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0014+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2007
 DV0014
 DV0014  HISTORY     - Date     Condition        Report By
 DV0014  HISTORY     - 1954     MONUMENTED       CGS
 DV0014  HISTORY     - 1967     GOOD             NGS
 DV0014  HISTORY     - 1981     GOOD             NGS
 DV0014  HISTORY     - 19910506 GOOD             USPSQD
 DV0014  HISTORY     - 20051205 MARK NOT FOUND   USPSQD
 DV0014  HISTORY     - 20070331 GOOD             GEOCAC
 DV0014
 DV0014                          STATION DESCRIPTION
 DV0014
 DV0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0014'1.7 MI SE FROM SUNNYSLOPE.
 DV0014'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0014'SUNNYSLOPE, THENCE 1.1 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0014'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 4, T 2
 DV0014'N, R 3 E, AT THE INTERSECTION OF THE DIRT ROAD AND NORTH 12TH STREET,
 DV0014'15 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 22 1/2 FEET
 DV0014'WEST OF THE CENTER LINE OF NORTH 12TH STREET, SET IN THE TOP OF THE
 DV0014'SOUTH END OF THE WEST CONCRETE WALKWAY OF THE NORTH 12TH STREET BRIDGE
 DV0014'OVER THE ARIZONA CANAL, 14 INCHES NORTHWEST OF THE SOUTHEAST CORNER OF
 DV0014'THE WALKWAY, AND ABOUT 12 INCHES ABOVE THE LEVEL OF THE STREET.
 DV0014
 DV0014                          STATION RECOVERY (1981)
 DV0014
 DV0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0014'1.8 KM (1.1 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0014'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SIDEWALK
 DV0014'AT THE WEST CORNER OF THE 16TH STREET BRIDGE OVER THE CANAL, 4.6
 DV0014'METERS (15 FT) NORTHEAST OF THE CENTERLINE OF THE LEVEE, 7 METERS
 DV0014'(23 FT) WEST OF THE CENTERLINE OF 16TH STREET.
 DV0014'THE MARK IS 0.3 M ABOVE 16TH STREET.
 DV0014
 DV0014                          STATION RECOVERY (1991)
 DV0014
 DV0014'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0014'RECOVERED IN GOOD CONDITION.
 DV0014
 DV0014                          STATION RECOVERY (2005)
 DV0014
 DV0014'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0014'MARK NOT FOUND.
 DV0014
 DV0014                          STATION RECOVERY (2007)
 DV0014
 DV0014'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0782 ***********************************************************************
 DU0782  DESIGNATION -  1243
 DU0782  PID         -  DU0782
 DU0782  STATE/COUNTY-  AZ/MARICOPA
 DU0782  USGS QUAD   -  MESA (1982)
 DU0782
 DU0782                         *CURRENT SURVEY CONTROL
 DU0782  ___________________________________________________________________
 DU0782* NAD 83(1986)-  33 24 44.     (N)    111 46 54.     (W)     SCALED    
 DU0782* NAVD 88     -       379.36   (+/-2cm)    1244.6    (feet)  VERTCON   
 DU0782  ___________________________________________________________________
 DU0782  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0782
 DU0782.The horizontal coordinates were scaled from a topographic map and have
 DU0782.an estimated accuracy of +/- 6 seconds.
 DU0782
 DU0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0782.The vertical order pertains to the NGVD 29 superseded value.
 DU0782
 DU0782.The geoid height was determined by GEOID03.
 DU0782
 DU0782;                    North         East    Units  Estimated Accuracy
 DU0782;SPC AZ C     -   267,470.      225,920.      MT  (+/- 180 meters Scaled)
 DU0782
 DU0782                          SUPERSEDED SURVEY CONTROL
 DU0782
 DU0782  NGVD 29 (??/??/92)  378.818  (m)         1242.84   (f) ADJ UNCH    2 0
 DU0782
 DU0782.Superseded values are not recommended for survey control.
 DU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0782.See file dsdata.txt to determine how the superseded data were derived.
 DU0782
 DU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB273972(NAD 83)
 DU0782_MARKER: P = PIPE CAP
 DU0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0782
 DU0782  HISTORY     - Date     Condition        Report By
 DU0782  HISTORY     - UNK      MONUMENTED       USGS
 DU0782  HISTORY     - 1933     GOOD             NGS
 DU0782  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0782  HISTORY     - 20070702 MARK NOT FOUND   GEOCAC
 DU0782
 DU0782                          STATION DESCRIPTION
 DU0782
 DU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0782'3.0 MI SE FROM MESA.
 DU0782'IRON POST, AT SOUTHEAST CORNER OF CROSSROADS, 0.5 MILES SOUTH OF
 DU0782'HIGHWAY-CANAL CROSSING.
 DU0782
 DU0782                          STATION RECOVERY (2005)
 DU0782
 DU0782'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0782'THE SCALED COORDINATES POINT TO THE CANAL AREA BETWEEN MAIN STREET AND
 DU0782'BROADWAY ROAD. WALKED BOTH SIDES OF THE CANAL BETWEEN MAIN STREET AND
 DU0782'BROADWAY ROAD AND DID NOT IDENTIFY THE MARK.
 DU0782
 DU0782                          STATION RECOVERY (2007)
 DU0782
 DU0782'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0782'THE DESCRIBED LOCATION APPEARS TO BE APPROXIMATELY THE INTERSECTION OF
 DU0782'BROADWAY ROAD AND CHESTNUT STREET, WHICH IS ABOUT 2,640 FEET DUE SOUTH
 DU0782'OF THE CROSSING OF THE FORMER US 60/89 HIGHWAY (NOW EAST MAIN STREET,
 DU0782'MESA) AND THE CONSOLIDATED CANAL.
 DU0782'BROADWAY ROAD IS NOW A MAJOR THOROUGHFARE, AND HAS BEEN CONSIDERABLY
 DU0782'WIDENED OVER THE YEARS, SO IT IS NOT SURPRISING THAT THE MARK WAS NOT
 DU0782'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0013 ***********************************************************************
 DV0013  DESIGNATION -  1243.17
 DV0013  PID         -  DV0013
 DV0013  STATE/COUNTY-  AZ/MARICOPA
 DV0013  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0013
 DV0013                         *CURRENT SURVEY CONTROL
 DV0013  ___________________________________________________________________
 DV0013* NAD 83(1986)-  33 32 24.     (N)    112 02 52.     (W)     SCALED    
 DV0013* NAVD 88     -       379.490  (meters)    1245.04   (feet)  ADJUSTED  
 DV0013  ___________________________________________________________________
 DV0013  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0013  DYNAMIC HT  -         379.054 (meters)    1243.61  (feet)  COMP
 DV0013  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 DV0013
 DV0013  VERT ORDER  -  FIRST     CLASS II
 DV0013
 DV0013.The horizontal coordinates were scaled from a topographic map and have
 DV0013.an estimated accuracy of +/- 6 seconds.
 DV0013
 DV0013.The orthometric height was determined by differential leveling
 DV0013.and adjusted in June 1991.
 DV0013
 DV0013.The geoid height was determined by GEOID03.
 DV0013
 DV0013.The dynamic height is computed by dividing the NAVD 88
 DV0013.geopotential number by the normal gravity value computed on the
 DV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0013.degrees latitude (g = 980.6199 gals.).
 DV0013
 DV0013.The modeled gravity was interpolated from observed gravity values.
 DV0013
 DV0013;                    North         East    Units  Estimated Accuracy
 DV0013;SPC AZ C     -   281,640.      201,180.      MT  (+/- 180 meters Scaled)
 DV0013
 DV0013                          SUPERSEDED SURVEY CONTROL
 DV0013
 DV0013  NGVD 29 (??/??/92)  378.904  (m)         1243.12   (f) ADJ UNCH    1 2
 DV0013
 DV0013.Superseded values are not recommended for survey control.
 DV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0013.See file dsdata.txt to determine how the superseded data were derived.
 DV0013
 DV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC027116(NAD 83)
 DV0013_MARKER: DD = SURVEY DISK
 DV0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0013_SP_SET: CONCRETE WALKWAY
 DV0013_STAMPING: 1243.17 MCHD
 DV0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0013
 DV0013  HISTORY     - Date     Condition        Report By
 DV0013  HISTORY     - 1959     MONUMENTED       LOCENG
 DV0013  HISTORY     - 1967     GOOD             NGS
 DV0013  HISTORY     - 1981     GOOD             NGS
 DV0013  HISTORY     - 20051205 MARK NOT FOUND   USPSQD
 DV0013  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DV0013
 DV0013                          STATION DESCRIPTION
 DV0013
 DV0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0013'2.35 MI SE FROM SUNNYSLOPE.
 DV0013'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0013'SUNNYSLOPE, THENCE 0.5 MILE SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0013'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, AT THE INTERSECTION
 DV0013'OF THE ROAD AND NORTH 16TH STREET, 22 1/2 FEET NORTHEAST OF THE CENTER
 DV0013'LINE OF THE ROAD ALONG THE CANAL, 42 FEET WEST OF THE CENTER LINE OF
 DV0013'NORTH 16TH STREET, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST
 DV0013'CONCRETE WALKWAY OF THE NORTH 16TH STREET BRIDGE OVER THE ARIZONA
 DV0013'CANAL, 122.7 FEET NORTHWEST OF BENCH MARK 1243.30 (USRS), AND ABOUT 12
 DV0013'INCHES ABOVE THE LEVEL OF THE STREET.
 DV0013
 DV0013                          STATION RECOVERY (1981)
 DV0013
 DV0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0013'2.8 KM (1.75 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0013'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SOUTH
 DV0013'END OF THE WEST CONCRETE CURB OF 16TH STREET BRIDGE OVER THE CANAL,
 DV0013'7 METERS (23 FT) NORTHEAST OF THE CENTERLINE OF THE LEVEE, 12.8 METERS
 DV0013'(42 FT) WEST OF THE CENTERLINE OF 16TH STREET, 37.4 METERS (122.7 FT)
 DV0013'NORTHWEST OF BENCH MARK 1243.30 USRS.
 DV0013'THE MARK IS 0.3 M ABOVE 16TH STREET.
 DV0013
 DV0013                          STATION RECOVERY (2005)
 DV0013
 DV0013'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0013'MARK NOT FOUND.  FOUND TWO BRASS DISK'S ON NE ABUTMENT. (SRP 436 USGE)
 DV0013' 
 DV0013
 DV0013                          STATION RECOVERY (2007)
 DV0013
 DV0013'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0012 ***********************************************************************
 DV0012  DESIGNATION -  1243.30
 DV0012  PID         -  DV0012
 DV0012  STATE/COUNTY-  AZ/MARICOPA
 DV0012  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0012
 DV0012                         *CURRENT SURVEY CONTROL
 DV0012  ___________________________________________________________________
 DV0012* NAD 83(1986)-  33 32 22.     (N)    112 02 50.     (W)     SCALED    
 DV0012* NAVD 88     -       379.384  (meters)    1244.70   (feet)  ADJUSTED  
 DV0012  ___________________________________________________________________
 DV0012  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0012  DYNAMIC HT  -         378.948 (meters)    1243.27  (feet)  COMP
 DV0012  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 DV0012
 DV0012  VERT ORDER  -  FIRST     CLASS II
 DV0012
 DV0012.The horizontal coordinates were scaled from a topographic map and have
 DV0012.an estimated accuracy of +/- 6 seconds.
 DV0012
 DV0012.The orthometric height was determined by differential leveling
 DV0012.and adjusted in June 1991.
 DV0012
 DV0012.The geoid height was determined by GEOID03.
 DV0012
 DV0012.The dynamic height is computed by dividing the NAVD 88
 DV0012.geopotential number by the normal gravity value computed on the
 DV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0012.degrees latitude (g = 980.6199 gals.).
 DV0012
 DV0012.The modeled gravity was interpolated from observed gravity values.
 DV0012
 DV0012;                    North         East    Units  Estimated Accuracy
 DV0012;SPC AZ C     -   281,580.      201,240.      MT  (+/- 180 meters Scaled)
 DV0012
 DV0012                          SUPERSEDED SURVEY CONTROL
 DV0012
 DV0012  NGVD 29 (??/??/92)  378.797  (m)         1242.77   (f) ADJ UNCH    1 2
 DV0012
 DV0012.Superseded values are not recommended for survey control.
 DV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0012.See file dsdata.txt to determine how the superseded data were derived.
 DV0012
 DV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC027115(NAD 83)
 DV0012_MARKER: DD = SURVEY DISK
 DV0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0012_SP_SET: CONCRETE RETAINING WALL
 DV0012_STAMPING: 1243.30
 DV0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0012
 DV0012  HISTORY     - Date     Condition        Report By
 DV0012  HISTORY     - UNK      MONUMENTED       BOR
 DV0012  HISTORY     - 1967     GOOD             NGS
 DV0012  HISTORY     - 1981     GOOD             NGS
 DV0012  HISTORY     - 19910506 MARK NOT FOUND   USPSQD
 DV0012  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DV0012  HISTORY     - 20080131 MARK NOT FOUND   GEOCAC
 DV0012
 DV0012                          STATION DESCRIPTION
 DV0012
 DV0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0012'2.35 MI SE FROM SUNNYSLOPE.
 DV0012'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0012'SUNNYSLOPE, THENCE 1.75 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0012'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 3, T 2
 DV0012'N, R 3 E, AT THE INTERSECTION OF THE DIRT ROAD AND NORTH 16TH STREET,
 DV0012'22 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD ALONG THE CANAL,
 DV0012'23 1/2 FEET EAST OF THE CENTER LINE OF NORTH 16TH STREET, A U.S.
 DV0012'RECLAMATION SERVICE DISK SET IN THE TOP OF THE SOUTHEAST END OF A
 DV0012'CONCRETE RETAINING WALL AT THE FORMER LOCATION OF A FLOODGATE, 25 1/2
 DV0012'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PILLAR OF THE
 DV0012'NORTH 16TH STREET BRIDGE OVER THE ARIZONA CANAL, AND ABOUT 8 INCHES
 DV0012'ABOVE THE LEVEL OF NORTH 16TH STREET.
 DV0012
 DV0012                          STATION RECOVERY (1981)
 DV0012
 DV0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0012'2.8 KM (1.75 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0012'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SOUTHEAST
 DV0012'END OF THE RETAINING WALL OF AN ABANDON FLOODGATE, 6.7 METERS (22 FT)
 DV0012'NORTHEAST OF THE CENTERLINE OF THE LEVEE, 7.3 METERS (24 FT) EAST OF
 DV0012'THE CENTERLINE OF 16TH STREET, 7.9 METERS (26 FT) SOUTHEAST OF THE
 DV0012'SOUTHEAST CORNER OF THE 16TH STREET BRIDGE.
 DV0012'THE MARK IS ABOVE LEVEL WITH WITH 16TH STREET.
 DV0012
 DV0012                          STATION RECOVERY (1991)
 DV0012
 DV0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0012'MARK NOT FOUND.
 DV0012
 DV0012                          STATION RECOVERY (2007)
 DV0012
 DV0012'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0012'MARK NOT FOUND.
 DV0012
 DV0012                          STATION RECOVERY (2008)
 DV0012
 DV0012'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0012'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0012'MARK.
 DV0012'THE REMAINS OF THE DESCRIBED FLOODGATE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0559 ***********************************************************************
 DA0559  DESIGNATION -  1243.8
 DA0559  PID         -  DA0559
 DA0559  STATE/COUNTY-  AZ/MARICOPA
 DA0559  USGS QUAD   -  MIDWAY SW (1986)
 DA0559
 DA0559                         *CURRENT SURVEY CONTROL
 DA0559  ___________________________________________________________________
 DA0559* NAD 83(1986)-  32 31 25.     (N)    112 55 07.     (W)     SCALED    
 DA0559* NAVD 88     -       379.73   (+/-2cm)    1245.8    (feet)  VERTCON   
 DA0559  ___________________________________________________________________
 DA0559  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0559  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0559
 DA0559.The horizontal coordinates were scaled from a topographic map and have
 DA0559.an estimated accuracy of +/- 6 seconds.
 DA0559
 DA0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0559.The vertical order pertains to the NGVD 29 superseded value.
 DA0559
 DA0559.The geoid height was determined by GEOID03.
 DA0559
 DA0559;                    North         East    Units  Estimated Accuracy
 DA0559;SPC AZ C     -   169,370.      119,230.      MT  (+/- 180 meters Scaled)
 DA0559
 DA0559                          SUPERSEDED SURVEY CONTROL
 DA0559
 DA0559  NGVD 29 (??/??/92)  379.077  (m)         1243.69   (f) ADJ UNCH    1 2
 DA0559
 DA0559.Superseded values are not recommended for survey control.
 DA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0559.See file dsdata.txt to determine how the superseded data were derived.
 DA0559
 DA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB198000(NAD 83)
 DA0559_MARKER: DB = BENCH MARK DISK
 DA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0559+STABILITY: SURFACE MOTION
 DA0559
 DA0559  HISTORY     - Date     Condition        Report By
 DA0559  HISTORY     - UNK      MONUMENTED       USGS
 DA0559  HISTORY     - 1953     GOOD             NGS
 DA0559
 DA0559                          STATION DESCRIPTION
 DA0559
 DA0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0559'12.7 MI NW FROM AJO.
 DA0559'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0559'THE STATION AT AJO, THENCE 2.9 MILES NORTHWEST ALONG A GRAVELED ROAD
 DA0559'LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 0.3 MILE
 DA0559'SOUTHEAST OF A CONCRETE WATER TANK, 40 1/2 FEET NORTHEAST OF THE
 DA0559'CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1/2
 DA0559'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0559'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0009 ***********************************************************************
 DV0009  DESIGNATION -  1244.84
 DV0009  PID         -  DV0009
 DV0009  STATE/COUNTY-  AZ/MARICOPA
 DV0009  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0009
 DV0009                         *CURRENT SURVEY CONTROL
 DV0009  ___________________________________________________________________
 DV0009* NAD 83(1986)-  33 31 37.     (N)    112 02 04.     (W)     SCALED    
 DV0009* NAVD 88     -       379.87   (+/-2cm)    1246.3    (feet)  VERTCON   
 DV0009  ___________________________________________________________________
 DV0009  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0009
 DV0009.The horizontal coordinates were scaled from a topographic map and have
 DV0009.an estimated accuracy of +/- 6 seconds.
 DV0009
 DV0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0009.The vertical order pertains to the NGVD 29 superseded value.
 DV0009
 DV0009.The geoid height was determined by GEOID03.
 DV0009
 DV0009;                    North         East    Units  Estimated Accuracy
 DV0009;SPC AZ C     -   280,200.      202,420.      MT  (+/- 180 meters Scaled)
 DV0009
 DV0009                          SUPERSEDED SURVEY CONTROL
 DV0009
 DV0009  NGVD 29 (??/??/92)  379.279  (m)         1244.35   (f) ADJ UNCH    1 2
 DV0009
 DV0009.Superseded values are not recommended for survey control.
 DV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0009.See file dsdata.txt to determine how the superseded data were derived.
 DV0009
 DV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC039101(NAD 83)
 DV0009_MARKER: DD = SURVEY DISK
 DV0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0009_SP_SET: CONCRETE STRUCTURE
 DV0009_STAMPING: 1244.84
 DV0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0009
 DV0009  HISTORY     - Date     Condition        Report By
 DV0009  HISTORY     - UNK      MONUMENTED       BOR
 DV0009  HISTORY     - 1967     POOR             NGS
 DV0009  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0009
 DV0009                          STATION DESCRIPTION
 DV0009
 DV0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0009'3.4 MI SE FROM SUNNYSLOPE.
 DV0009'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0009'SUNNYSLOPE, THENCE 2.85 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0009'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 10, T 2
 DV0009'N, R 3 E, SOUTHWEST AND ACROSS THE CANAL FROM AN ELECTRICAL
 DV0009'SUBSTATION, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN
 DV0009'THE TOP OF THE EAST CORNER OF THE CONCRETE STRUCTURE SUPPORTING
 DV0009'FLOODGATE NUMBER 1-9.4, 39 FEET EAST OF A ROW OF POWER POLES, AND
 DV0009'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 DV0009
 DV0009                          STATION RECOVERY (1981)
 DV0009
 DV0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0009'THE CANAL GATE DESCRIBED HAS BEEN BUILT UP THE MARK IS BELIEVED
 DV0009'TO BE COVERED WITH NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0298 ***********************************************************************
 GR0298  DESIGNATION -  1245 B
 GR0298  PID         -  GR0298
 GR0298  STATE/COUNTY-  AZ/MOHAVE
 GR0298  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0298
 GR0298                         *CURRENT SURVEY CONTROL
 GR0298  ___________________________________________________________________
 GR0298* NAD 83(1986)-  36 00 21.     (N)    114 07 53.     (W)     SCALED    
 GR0298* NAVD 88     -       380.382  (meters)    1247.97   (feet)  POSTED    
 GR0298  ___________________________________________________________________
 GR0298  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0298  DYNAMIC HT  -         380.000 (meters)    1246.72  (feet)  COMP
 GR0298  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 GR0298
 GR0298  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0298
 GR0298.The horizontal coordinates were scaled from a topographic map and have
 GR0298.an estimated accuracy of +/- 6 seconds.
 GR0298
 GR0298.The orthometric height was determined by differential leveling
 GR0298.and adjusted by the  in 1992.
 GR0298.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0298.rate of 1.1 thru 2.0 mm/km.
 GR0298
 GR0298.The geoid height was determined by GEOID03.
 GR0298
 GR0298.The dynamic height is computed by dividing the NAVD 88
 GR0298.geopotential number by the normal gravity value computed on the
 GR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0298.degrees latitude (g = 980.6199 gals.).
 GR0298
 GR0298.The modeled gravity was interpolated from observed gravity values.
 GR0298
 GR0298;                    North         East    Units  Estimated Accuracy
 GR0298;SPC AZ W     -   555,250.      178,980.      MT  (+/- 180 meters Scaled)
 GR0298
 GR0298                          SUPERSEDED SURVEY CONTROL
 GR0298
 GR0298  NGVD 29 (??/??/92)  379.759  (m)         1245.93   (f) ADJ UNCH    1 1
 GR0298
 GR0298.Superseded values are not recommended for survey control.
 GR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0298.See file dsdata.txt to determine how the superseded data were derived.
 GR0298
 GR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV585884(NAD 83)
 GR0298_MARKER: DD = SURVEY DISK
 GR0298_SETTING: 66 = SET IN ROCK OUTCROP
 GR0298_SP_SET: WHITE OUTCROP
 GR0298_STAMPING: 1245 B 28
 GR0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0298+STABILITY: POSITION/ELEVATION WELL
 GR0298
 GR0298  HISTORY     - Date     Condition        Report By
 GR0298  HISTORY     - UNK      MONUMENTED       USGS
 GR0298  HISTORY     - 1964     GOOD             NGS
 GR0298
 GR0298                          STATION DESCRIPTION
 GR0298
 GR0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GR0298'0.8 MI S FROM MOUTH OF HUALPAI WASH.
 GR0298'0.8 MILE SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 GR0298'WASH, AT THE SOUTHERLY EDGE OF GREGG BASIN, LAKE MEAD, ON THE EAST
 GR0298'SIDE OF HUALPAI WASH, IN THE TOP OF A WHITE OUTCROP NEAR THE CENTER OF
 GR0298'A HIGH ROCK CLIFF, 120 FEET EAST FROM CENTER OF WASH, 20 FEET WEST OF
 GR0298'CLIFF, FLUSH WITH WASH BED, AND MARKED BY THE WHITE PAINTED LETTERS
 GR0298'BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0686 ***********************************************************************
 DW0686  DESIGNATION -  1245.29
 DW0686  PID         -  DW0686
 DW0686  STATE/COUNTY-  AZ/LA PAZ
 DW0686  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0686
 DW0686                         *CURRENT SURVEY CONTROL
 DW0686  ___________________________________________________________________
 DW0686* NAD 83(1986)-  33 40 33.     (N)    114 07 29.     (W)     SCALED    
 DW0686* NAVD 88     -       380.49   (+/-2cm)    1248.3    (feet)  VERTCON   
 DW0686  ___________________________________________________________________
 DW0686  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DW0686  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0686
 DW0686.The horizontal coordinates were scaled from a topographic map and have
 DW0686.an estimated accuracy of +/- 6 seconds.
 DW0686
 DW0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0686.The vertical order pertains to the NGVD 29 superseded value.
 DW0686
 DW0686.The geoid height was determined by GEOID03.
 DW0686
 DW0686;                    North         East    Units  Estimated Accuracy
 DW0686;SPC AZ W     -   296,770.      178,610.      MT  (+/- 180 meters Scaled)
 DW0686
 DW0686                          SUPERSEDED SURVEY CONTROL
 DW0686
 DW0686  NGVD 29 (??/??/??)  379.796  (m)         1246.05   (f) ADJUSTED    1 2
 DW0686
 DW0686.Superseded values are not recommended for survey control.
 DW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0686.See file dsdata.txt to determine how the superseded data were derived.
 DW0686
 DW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT665299(NAD 83)
 DW0686_MARKER: DD = SURVEY DISK
 DW0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0686_SP_SET: HEADWALL
 DW0686_STAMPING: 1245.29 1336+70
 DW0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0686
 DW0686  HISTORY     - Date     Condition        Report By
 DW0686  HISTORY     - UNK      MONUMENTED       AZHD
 DW0686  HISTORY     - 1933     GOOD             NGS
 DW0686  HISTORY     - 1962     MARK NOT FOUND   USGS
 DW0686  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0686
 DW0686                          STATION DESCRIPTION
 DW0686
 DW0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0686'6.5 MI E FROM QUARTZSITE.
 DW0686'ABOUT 6.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0686'COUNTY, AT STATION 1336+70, AT A CONCRETE CULVERT, AND IN THE
 DW0686'CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0686'DEPARTMENT STANDARD DISK, STAMPED 1245.29 1336+70.
 DW0686
 DW0686                          STATION RECOVERY (1962)
 DW0686
 DW0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DW0686'MARK NOT FOUND.
 DW0686
 DW0686                          STATION RECOVERY (1981)
 DW0686
 DW0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0686'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0010 ***********************************************************************
 DV0010  DESIGNATION -  1245.29
 DV0010  PID         -  DV0010
 DV0010  STATE/COUNTY-  AZ/MARICOPA
 DV0010  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0010
 DV0010                         *CURRENT SURVEY CONTROL
 DV0010  ___________________________________________________________________
 DV0010* NAD 83(1986)-  33 31 52.     (N)    112 02 19.     (W)     SCALED    
 DV0010* NAVD 88     -       380.01   (+/-2cm)    1246.7    (feet)  VERTCON   
 DV0010  ___________________________________________________________________
 DV0010  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0010
 DV0010.The horizontal coordinates were scaled from a topographic map and have
 DV0010.an estimated accuracy of +/- 6 seconds.
 DV0010
 DV0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0010.The vertical order pertains to the NGVD 29 superseded value.
 DV0010
 DV0010.The geoid height was determined by GEOID03.
 DV0010
 DV0010;                    North         East    Units  Estimated Accuracy
 DV0010;SPC AZ C     -   280,660.      202,030.      MT  (+/- 180 meters Scaled)
 DV0010
 DV0010                          SUPERSEDED SURVEY CONTROL
 DV0010
 DV0010  NGVD 29 (??/??/92)  379.42   (m)         1244.8    (f) COMPUTED    1 2
 DV0010
 DV0010.Superseded values are not recommended for survey control.
 DV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0010.See file dsdata.txt to determine how the superseded data were derived.
 DV0010
 DV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC035106(NAD 83)
 DV0010_MARKER: DD = SURVEY DISK
 DV0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0010_SP_SET: CONCRETE VALVE BOX
 DV0010_STAMPING: 1245.29
 DV0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0010
 DV0010  HISTORY     - Date     Condition        Report By
 DV0010  HISTORY     - UNK      MONUMENTED       BOR
 DV0010  HISTORY     - 1948     GOOD             NGS
 DV0010  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0010  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DV0010
 DV0010                          STATION DESCRIPTION
 DV0010
 DV0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0010'3.1 MI SE FROM SUNNYSLOPE.
 DV0010'ABOUT 0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 DV0010'SUNNYSLOPE, THENCE 2.5 MILES EAST ALONG A DIRT ROAD PARALLELLING THE
 DV0010'SOUTH SIDE OF THE ARIZONA CANAL, AT THE JUNCTION OF A T ROAD LEADING
 DV0010'SOUTHWEST, 15.5 FEET NORTH OF THE CENTER LINE OF THE CANAL ROAD, 8.5
 DV0010'FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE T ROAD LEADING
 DV0010'SOUTHWEST, SET ON TOP AND AT THE NORTHEAST CORNER OF A CONCRETE VALVE
 DV0010'BOX AT IRRIGATION GATE NO. 9 1/2, AND ABOUT LEVEL WITH THE ROAD.
 DV0010
 DV0010                          STATION RECOVERY (1967)
 DV0010
 DV0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0010'MARK NOT FOUND.
 DV0010
 DV0010                          STATION RECOVERY (2007)
 DV0010
 DV0010'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0005 ***********************************************************************
 DV0005  DESIGNATION -  1247.88
 DV0005  PID         -  DV0005
 DV0005  STATE/COUNTY-  AZ/MARICOPA
 DV0005  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0005
 DV0005                         *CURRENT SURVEY CONTROL
 DV0005  ___________________________________________________________________
 DV0005* NAD 83(1986)-  33 31 20.     (N)    112 01 18.     (W)     SCALED    
 DV0005* NAVD 88     -       380.784  (meters)    1249.29   (feet)  ADJUSTED  
 DV0005  ___________________________________________________________________
 DV0005  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0005  DYNAMIC HT  -         380.343 (meters)    1247.84  (feet)  COMP
 DV0005  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 DV0005
 DV0005  VERT ORDER  -  FIRST     CLASS II
 DV0005
 DV0005.The horizontal coordinates were scaled from a topographic map and have
 DV0005.an estimated accuracy of +/- 6 seconds.
 DV0005
 DV0005.The orthometric height was determined by differential leveling
 DV0005.and adjusted in June 1991.
 DV0005
 DV0005.The geoid height was determined by GEOID03.
 DV0005
 DV0005.The dynamic height is computed by dividing the NAVD 88
 DV0005.geopotential number by the normal gravity value computed on the
 DV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0005.degrees latitude (g = 980.6199 gals.).
 DV0005
 DV0005.The modeled gravity was interpolated from observed gravity values.
 DV0005
 DV0005;                    North         East    Units  Estimated Accuracy
 DV0005;SPC AZ C     -   279,670.      203,610.      MT  (+/- 180 meters Scaled)
 DV0005
 DV0005                          SUPERSEDED SURVEY CONTROL
 DV0005
 DV0005  NGVD 29 (??/??/92)  380.200  (m)         1247.37   (f) ADJ UNCH    1 2
 DV0005
 DV0005.Superseded values are not recommended for survey control.
 DV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0005.See file dsdata.txt to determine how the superseded data were derived.
 DV0005
 DV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC051096(NAD 83)
 DV0005_MARKER: DD = SURVEY DISK
 DV0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0005_SP_SET: CONCRETE WALL
 DV0005_STAMPING: 1247.88
 DV0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0005+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 DV0005
 DV0005  HISTORY     - Date     Condition        Report By
 DV0005  HISTORY     - UNK      MONUMENTED       BOR
 DV0005  HISTORY     - 1967     GOOD             NGS
 DV0005  HISTORY     - 1981     GOOD             NGS
 DV0005  HISTORY     - 20050916 GOOD             USPSQD
 DV0005  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DV0005
 DV0005                          STATION DESCRIPTION
 DV0005
 DV0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0005'4.25 MI SE FROM SUNNYSLOPE.
 DV0005'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0005'SUNNYSLOPE, THENCE 3.65 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0005'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 14, T 2
 DV0005'N, R 3 E, 197 FEET EAST OF THE CENTER LINE OF THE MORE EASTERLY
 DV0005'ENTRANCE ROAD WHICH LEADS NORTH TO THE ARIZONA BILTMORE HOTEL, 17 FEET
 DV0005'NORTH OF THE CENTER LINE OF THE DIRT ROAD, A U.S. RECLAMATION SERVICE
 DV0005'DISK SET IN THE TOP OF THE EAST CONCRETE WALL OF THE CONCRETE
 DV0005'STRUCTURE SUPPORTING FLOODGATE NUMBER 1-8.5, 79 YARDS WEST OF A METAL
 DV0005'FOOTBRIDGE OVER THE ARIZONA CANAL, 1 1/2 FEET NORTH OF A HEDGE ROW,
 DV0005'AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE ROAD.
 DV0005
 DV0005                          STATION RECOVERY (1981)
 DV0005
 DV0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0005'5.8 KM (3.65 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0005'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, AT FLOODGATE 1-8.5,
 DV0005'IN TOP OF THE EAST END OF THE CONCRETE HEADWALL, 5.2 METERS (17 FT)
 DV0005'NORTH OF THE CENTERLINE OF THE ROAD, 60 METERS (197 FT) EAST OF THE
 DV0005'CENTERLINE OF THE WEST ONE OF 2 BRIDGES LEADING TO THE BILTMORE HOTEL,
 DV0005'0.5 METER (1.5 FT) NORTH OF THE NORTH END OF AN OLENDRE HEDGE ROW.
 DV0005'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV0005
 DV0005                          STATION RECOVERY (2005)
 DV0005
 DV0005'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0005'RECOVERED.  THERE ARE NOW THREE BRIDGES OVER THE AZ CANEL.FOUND IN
 DV0005'GOOD CONDITION UNDER VERIGATION BOGENVILLA HEDGE ROW.
 DV0005
 DV0005                          STATION RECOVERY (2006)
 DV0005
 DV0005'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0005'FLOODGATE WAS LOCATED, BUT NO MARK WAS FOUND THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1164 ***********************************************************************
 DV1164  DESIGNATION -  1247.98
 DV1164  PID         -  DV1164
 DV1164  STATE/COUNTY-  AZ/LA PAZ
 DV1164  USGS QUAD   -  VICKSBURG (1990)
 DV1164
 DV1164                         *CURRENT SURVEY CONTROL
 DV1164  ___________________________________________________________________
 DV1164* NAD 83(1986)-  33 43 05.     (N)    113 46 17.     (W)     SCALED    
 DV1164* NAVD 88     -       381.30   (+/-2cm)    1251.0    (feet)  VERTCON   
 DV1164  ___________________________________________________________________
 DV1164  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1164  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1164
 DV1164.The horizontal coordinates were scaled from a topographic map and have
 DV1164.an estimated accuracy of +/- 6 seconds.
 DV1164
 DV1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1164.The vertical order pertains to the NGVD 29 superseded value.
 DV1164
 DV1164.The geoid height was determined by GEOID03.
 DV1164
 DV1164;                    North         East    Units  Estimated Accuracy
 DV1164;SPC AZ W     -   301,390.      211,380.      MT  (+/- 180 meters Scaled)
 DV1164
 DV1164                          SUPERSEDED SURVEY CONTROL
 DV1164
 DV1164  NGVD 29 (??/??/92)  380.621  (m)         1248.75   (f) ADJ UNCH    1 2
 DV1164
 DV1164.Superseded values are not recommended for survey control.
 DV1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1164.See file dsdata.txt to determine how the superseded data were derived.
 DV1164
 DV1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC431343(NAD 83)
 DV1164_MARKER: DD = SURVEY DISK
 DV1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1164_SP_SET: BRIDGE
 DV1164_STAMPING: 1247.98 2453+00 1932
 DV1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1164
 DV1164  HISTORY     - Date     Condition        Report By
 DV1164  HISTORY     - 1932     MONUMENTED       AZHD
 DV1164  HISTORY     - 1962     GOOD             NGS
 DV1164  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1164
 DV1164                          STATION DESCRIPTION
 DV1164
 DV1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1164'3.9 MI W FROM HOPE.
 DV1164'3.9 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1164'HIGHWAY 72 AT HOPE, ABOUT 10.7 MILES WEST ALONG U.S. HIGHWAY 60-70
 DV1164'FROM THE POSTOFFICE AT SALOME, SET IN THE TOP AND CENTER OF THE SOUTH
 DV1164'HEADWALL OF A CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTER OF THE
 DV1164'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DV1164
 DV1164                          STATION RECOVERY (1981)
 DV1164
 DV1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1164'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH HEADWALL WHEN
 DV1164'THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0694 ***********************************************************************
 GP0694  DESIGNATION -  125 DOR
 GP0694  PID         -  GP0694
 GP0694  STATE/COUNTY-  AZ/NAVAJO
 GP0694  USGS QUAD   -  SHONTO NW (1980)
 GP0694
 GP0694                         *CURRENT SURVEY CONTROL
 GP0694  ___________________________________________________________________
 GP0694* NAD 83(1986)-  36 43 22.     (N)    110 38 59.     (W)     SCALED    
 GP0694* NAVD 88     -      2081.513  (meters)    6829.10   (feet)  ADJUSTED  
 GP0694  ___________________________________________________________________
 GP0694  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GP0694  DYNAMIC HT  -        2078.866 (meters)    6820.41  (feet)  COMP
 GP0694  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 GP0694
 GP0694  VERT ORDER  -  SECOND    CLASS 0
 GP0694
 GP0694.The horizontal coordinates were scaled from a topographic map and have
 GP0694.an estimated accuracy of +/- 6 seconds.
 GP0694
 GP0694.The orthometric height was determined by differential leveling
 GP0694.and adjusted in June 1991.
 GP0694
 GP0694.The geoid height was determined by GEOID03.
 GP0694
 GP0694.The dynamic height is computed by dividing the NAVD 88
 GP0694.geopotential number by the normal gravity value computed on the
 GP0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0694.degrees latitude (g = 980.6199 gals.).
 GP0694
 GP0694.The modeled gravity was interpolated from observed gravity values.
 GP0694
 GP0694;                    North         East    Units  Estimated Accuracy
 GP0694;SPC AZ E     -   634,820.      170,210.      MT  (+/- 180 meters Scaled)
 GP0694
 GP0694                          SUPERSEDED SURVEY CONTROL
 GP0694
 GP0694.No superseded survey control is available for this station.
 GP0694
 GP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF312641(NAD 83)
 GP0694_MARKER: DB = BENCH MARK DISK
 GP0694_SETTING: 66 = SET IN ROCK OUTCROP
 GP0694_SP_SET: ROCK OUTCROP
 GP0694_STAMPING: 125 DOR 1969 6826
 GP0694_MARK LOGO: USGS  
 GP0694_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GP0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0694+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0694
 GP0694  HISTORY     - Date     Condition        Report By
 GP0694  HISTORY     - 1969     MONUMENTED       USGS
 GP0694
 GP0694                          STATION DESCRIPTION
 GP0694
 GP0694'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0694'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0694'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0694'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0694'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 10.1 MILES NORTHWEST
 GP0694'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 48 FEET NORTHWEST
 GP0694'AND 3 FEET HIGHER THAN THE ROAD, 2 FEET SOUTHEAST OF A WITNESS, IN A
 GP0694'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0049 ***********************************************************************
 DU0049  DESIGNATION -  125+86
 DU0049  PID         -  DU0049
 DU0049  STATE/COUNTY-  AZ/GILA
 DU0049  USGS QUAD   -  CARRIZO (1978)
 DU0049
 DU0049                         *CURRENT SURVEY CONTROL
 DU0049  ___________________________________________________________________
 DU0049* NAD 83(1986)-  33 56 28.     (N)    110 20 02.     (W)     SCALED    
 DU0049* NAVD 88     -      1644.058  (meters)    5393.88   (feet)  ADJUSTED  
 DU0049  ___________________________________________________________________
 DU0049  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DU0049  DYNAMIC HT  -        1641.695 (meters)    5386.13  (feet)  COMP
 DU0049  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 DU0049
 DU0049  VERT ORDER  -  FIRST     CLASS II
 DU0049
 DU0049.The horizontal coordinates were scaled from a topographic map and have
 DU0049.an estimated accuracy of +/- 6 seconds.
 DU0049
 DU0049.The orthometric height was determined by differential leveling
 DU0049.and adjusted in June 1991.
 DU0049
 DU0049.The geoid height was determined by GEOID03.
 DU0049
 DU0049.The dynamic height is computed by dividing the NAVD 88
 DU0049.geopotential number by the normal gravity value computed on the
 DU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0049.degrees latitude (g = 980.6199 gals.).
 DU0049
 DU0049.The modeled gravity was interpolated from observed gravity values.
 DU0049
 DU0049;                    North         East    Units  Estimated Accuracy
 DU0049;SPC AZ E     -   326,140.      197,900.      MT  (+/- 180 meters Scaled)
 DU0049
 DU0049                          SUPERSEDED SURVEY CONTROL
 DU0049
 DU0049  NGVD 29 (??/??/92) 1643.287  (m)         5391.35   (f) ADJ UNCH    1 2
 DU0049
 DU0049.Superseded values are not recommended for survey control.
 DU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0049.See file dsdata.txt to determine how the superseded data were derived.
 DU0049
 DU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC615558(NAD 83)
 DU0049_MARKER: DD = SURVEY DISK
 DU0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0049_SP_SET: CULVERT
 DU0049_STAMPING: 125+86 5865.95
 DU0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0049
 DU0049  HISTORY     - Date     Condition        Report By
 DU0049  HISTORY     - UNK      MONUMENTED       AZHD
 DU0049  HISTORY     - 1960     GOOD             NGS
 DU0049  HISTORY     - 1979     GOOD             NGS
 DU0049
 DU0049                          STATION DESCRIPTION
 DU0049
 DU0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0049'23.4 MI NE FROM SENECA.
 DU0049'ABOUT 23.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0049'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0049'1.1 MILES SOUTHWEST OF THE JUNCTION OF CIBECUE ROAD, IN THE CENTER OF
 DU0049'THE TOP OF THE NORTHWEST CONCRETE HEADWALL OF A 24-INCH CULVERT, 21
 DU0049'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 DU0049'THE HIGHWAY.
 DU0049
 DU0049                          STATION RECOVERY (1979)
 DU0049
 DU0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0049'17.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0049'IN THE SALT RIVER CANYON, 0.4 MILE SOUTHWEST OF MILE POST 311, SET
 DU0049'IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT,
 DU0049'21 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT
 DU0049'RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0049'COURTHOUSE IN GLOBE.
 DU0049'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0466 ***********************************************************************
 CY0466  DESIGNATION -  1250+00
 CY0466  PID         -  CY0466
 CY0466  STATE/COUNTY-  AZ/COCHISE
 CY0466  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0466
 CY0466                         *CURRENT SURVEY CONTROL
 CY0466  ___________________________________________________________________
 CY0466* NAD 83(1986)-  32 09 24.     (N)    109 58 48.     (W)     SCALED    
 CY0466* NAVD 88     -      1329.45   (+/-2cm)    4361.7    (feet)  VERTCON   
 CY0466  ___________________________________________________________________
 CY0466  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0466
 CY0466.The horizontal coordinates were scaled from a topographic map and have
 CY0466.an estimated accuracy of +/- 6 seconds.
 CY0466
 CY0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0466.The vertical order pertains to the NGVD 29 superseded value.
 CY0466
 CY0466.The geoid height was determined by GEOID03.
 CY0466
 CY0466;                    North         East    Units  Estimated Accuracy
 CY0466;SPC AZ E     -   128,250.      230,970.      MT  (+/- 180 meters Scaled)
 CY0466
 CY0466                          SUPERSEDED SURVEY CONTROL
 CY0466
 CY0466  NGVD 29 (??/??/92) 1328.628  (m)         4359.01   (f) ADJ UNCH    2 0
 CY0466
 CY0466.Superseded values are not recommended for survey control.
 CY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0466.See file dsdata.txt to determine how the superseded data were derived.
 CY0466
 CY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA961582(NAD 83)
 CY0466_MARKER: DD = SURVEY DISK
 CY0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0466_STAMPING: 1250+00 1958
 CY0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0466+STABILITY: SURFACE MOTION
 CY0466
 CY0466  HISTORY     - Date     Condition        Report By
 CY0466  HISTORY     - 1958     MONUMENTED       AZHD
 CY0466  HISTORY     - 1960     GOOD             NGS
 CY0466  HISTORY     - 1979     POOR             NGS
 CY0466
 CY0466                          STATION DESCRIPTION
 CY0466
 CY0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0466'11.5 MI SW FROM WILLCOX.
 CY0466'11.5 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0466'HIGHWAY 86, AT MILEPOST 317, 93 FEET SOUTH OF THE SOUTH EDGE OF THE
 CY0466'HIGHWAY, 6 INCHES NORTH OF FENCE, 1 FOOT WEST OF RIGHT-OF-WAY POST,
 CY0466'SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 CY0466
 CY0466                          STATION RECOVERY (1979)
 CY0466
 CY0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0466'THIS MARK IS VERY LOOSE AND UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1295 ***********************************************************************
 DV1295  DESIGNATION -  1253
 DV1295  PID         -  DV1295
 DV1295  STATE/COUNTY-  AZ/MARICOPA
 DV1295  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1295
 DV1295                         *CURRENT SURVEY CONTROL
 DV1295  ___________________________________________________________________
 DV1295* NAD 83(1986)-  33 34 55.     (N)    112 07 00.     (W)     SCALED    
 DV1295* NAVD 88     -       382.418  (meters)    1254.65   (feet)  ADJUSTED  
 DV1295  ___________________________________________________________________
 DV1295  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV1295  DYNAMIC HT  -         381.978 (meters)    1253.21  (feet)  COMP
 DV1295  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV1295
 DV1295  VERT ORDER  -  FIRST     CLASS II
 DV1295
 DV1295.The horizontal coordinates were scaled from a topographic map and have
 DV1295.an estimated accuracy of +/- 6 seconds.
 DV1295
 DV1295.The orthometric height was determined by differential leveling
 DV1295.and adjusted in November 1993.
 DV1295
 DV1295.The geoid height was determined by GEOID03.
 DV1295
 DV1295.The dynamic height is computed by dividing the NAVD 88
 DV1295.geopotential number by the normal gravity value computed on the
 DV1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1295.degrees latitude (g = 980.6199 gals.).
 DV1295
 DV1295.The modeled gravity was interpolated from observed gravity values.
 DV1295
 DV1295;                    North         East    Units  Estimated Accuracy
 DV1295;SPC AZ C     -   286,310.      194,800.      MT  (+/- 180 meters Scaled)
 DV1295
 DV1295                          SUPERSEDED SURVEY CONTROL
 DV1295
 DV1295.No superseded survey control is available for this station.
 DV1295
 DV1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963163(NAD 83)
 DV1295_MARKER: DB = BENCH MARK DISK
 DV1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1295_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1295_STAMPING: 1253.47 BK 1253.74 AHD
 DV1295_MARK LOGO: AZDT  
 DV1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1295
 DV1295  HISTORY     - Date     Condition        Report By
 DV1295  HISTORY     - UNK      MONUMENTED       AZDT
 DV1295  HISTORY     - 1981     GOOD             AZDT
 DV1295
 DV1295                          STATION DESCRIPTION
 DV1295
 DV1295'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1295'PHOENIX.
 DV1295'8.0 MI (12.9 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1295'INTERSECTION OF MCDOWELL ROAD IN PHOENIX, TO PEORIA AVENUE AND THE
 DV1295'MARK ON THE NORTHWEST CURB OF THE NORTHBOUND OVERPASS BRIDGE.
 DV1295'0.60 FT (0.18 METER) WEST OF THE EAST FACE OF THE CURB.  0.7 FT
 DV1295'(0.21 METER) EAST OF THE FACE OF THE NORTHWEST DADO.  CEMENTED FLUSH
 DV1295'IN THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0297 ***********************************************************************
 FS0297  DESIGNATION -  1254+31.5
 FS0297  PID         -  FS0297
 FS0297  STATE/COUNTY-  AZ/MOHAVE
 FS0297  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0297
 FS0297                         *CURRENT SURVEY CONTROL
 FS0297  ___________________________________________________________________
 FS0297* NAD 83(1986)-  35 39 48.     (N)    114 27 05.     (W)     SCALED    
 FS0297* NAVD 88     -       769.644  (meters)    2525.07   (feet)  POSTED    
 FS0297  ___________________________________________________________________
 FS0297  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0297  DYNAMIC HT  -         768.800 (meters)    2522.30  (feet)  COMP
 FS0297  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 FS0297
 FS0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0297
 FS0297.The horizontal coordinates were scaled from a topographic map and have
 FS0297.an estimated accuracy of +/- 6 seconds.
 FS0297
 FS0297.The orthometric height was determined by differential leveling
 FS0297.and adjusted by the  in 1992.
 FS0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0297.rate of 0.0 thru 1.0 mm/km.
 FS0297
 FS0297.The geoid height was determined by GEOID03.
 FS0297
 FS0297.The dynamic height is computed by dividing the NAVD 88
 FS0297.geopotential number by the normal gravity value computed on the
 FS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0297.degrees latitude (g = 980.6199 gals.).
 FS0297
 FS0297.The modeled gravity was interpolated from observed gravity values.
 FS0297
 FS0297;                    North         East    Units  Estimated Accuracy
 FS0297;SPC AZ W     -   517,410.      149,860.      MT  (+/- 180 meters Scaled)
 FS0297
 FS0297                          SUPERSEDED SURVEY CONTROL
 FS0297
 FS0297  NGVD 29 (??/??/92)  768.935  (m)         2522.75   (f) ADJ UNCH    1 1
 FS0297
 FS0297.Superseded values are not recommended for survey control.
 FS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0297.See file dsdata.txt to determine how the superseded data were derived.
 FS0297
 FS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV306496(NAD 83)
 FS0297_MARKER: DD = SURVEY DISK
 FS0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0297_SP_SET: BRIDGE
 FS0297_STAMPING: 1254+31.5 2524.04 1940
 FS0297_MARK LOGO: AZHD  
 FS0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0297
 FS0297  HISTORY     - Date     Condition        Report By
 FS0297  HISTORY     - 1940     MONUMENTED       AZHD
 FS0297  HISTORY     - 1950     GOOD             NGS
 FS0297  HISTORY     - 1982     GOOD             NGS
 FS0297
 FS0297                          STATION DESCRIPTION
 FS0297
 FS0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0297'21.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0297'21.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0297'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A MULTIPLE-SPAN
 FS0297'CONCRETE BRIDGE OVER A DRY WASH, IN THE TOP OF THE APPROXIMATE
 FS0297'CENTER OF THE NORTHEAST HEAD WALL, 15.9 FEET NORTHEAST OF THE
 FS0297'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0297'HIGHWAY.
 FS0297
 FS0297                          STATION RECOVERY (1982)
 FS0297
 FS0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0297'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0936 ***********************************************************************
 DU0936  DESIGNATION -  1258.13
 DU0936  PID         -  DU0936
 DU0936  STATE/COUNTY-  AZ/MARICOPA
 DU0936  USGS QUAD   -  MESA (1982)
 DU0936
 DU0936                         *CURRENT SURVEY CONTROL
 DU0936  ___________________________________________________________________
 DU0936* NAD 83(1986)-  33 29 01.     (N)    111 49 22.     (W)     SCALED    
 DU0936* NAVD 88     -       383.57   (+/-2cm)    1258.4    (feet)  VERTCON   
 DU0936  ___________________________________________________________________
 DU0936  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0936
 DU0936.The horizontal coordinates were scaled from a topographic map and have
 DU0936.an estimated accuracy of +/- 6 seconds.
 DU0936
 DU0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0936.The vertical order pertains to the NGVD 29 superseded value.
 DU0936
 DU0936.The geoid height was determined by GEOID03.
 DU0936
 DU0936;                    North         East    Units  Estimated Accuracy
 DU0936;SPC AZ C     -   275,390.      222,090.      MT  (+/- 180 meters Scaled)
 DU0936
 DU0936                          SUPERSEDED SURVEY CONTROL
 DU0936
 DU0936  NGVD 29 (??/??/92)  383.017  (m)         1256.61   (f) ADJ UNCH    2 0
 DU0936
 DU0936.Superseded values are not recommended for survey control.
 DU0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0936.See file dsdata.txt to determine how the superseded data were derived.
 DU0936
 DU0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC235052(NAD 83)
 DU0936_MARKER: P = PIPE CAP
 DU0936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0936_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0936_STAMPING: BM ELEV 1258.13 503+0000 1954
 DU0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0936
 DU0936  HISTORY     - Date     Condition        Report By
 DU0936  HISTORY     - 1954     MONUMENTED       BPR
 DU0936  HISTORY     - 1963     GOOD             NGS
 DU0936  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU0936
 DU0936                          STATION DESCRIPTION
 DU0936
 DU0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0936'6.65 MI NE FROM SCOTTSDALE.
 DU0936'4.7 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0936'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 1.95 MILES
 DU0936'NORTHEAST ALONG STATE HIGHWAY 87 (BEELINE HIGHWAY), AT THE JUNCTION OF
 DU0936'A DIRT ROAD NORTH, 100 FEET NORTH OF THE CENTER OF THE HIGHWAY, 33
 DU0936'FEET EAST OF THE CENTER OF THE DIRT ROAD, 0.5 FOOT SOUTHEAST OF A
 DU0936'FENCE, ABOUT LEVEL WITH THE ROAD, AND IS A CAP ON A METAL PIPE,
 DU0936'SURROUNDED BY CONCRETE, AND PROJECTS ABOUT 2 INCHES.
 DU0936
 DU0936                          STATION RECOVERY (2007)
 DU0936
 DU0936'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0936'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE ROAD NORTH HAS
 DU0936'BEEN PAVED AND RE-ALIGNED, AND THE DESCRIBED AREA HAS BEEN BLADED.
 DU0936'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1156 ***********************************************************************
 DV1156  DESIGNATION -  1258.74
 DV1156  PID         -  DV1156
 DV1156  STATE/COUNTY-  AZ/LA PAZ
 DV1156  USGS QUAD   -  BEAR HILLS (1990)
 DV1156
 DV1156                         *CURRENT SURVEY CONTROL
 DV1156  ___________________________________________________________________
 DV1156* NAD 83(1986)-  33 41 14.     (N)    113 54 48.     (W)     SCALED    
 DV1156* NAVD 88     -       384.63   (+/-2cm)    1261.9    (feet)  VERTCON   
 DV1156  ___________________________________________________________________
 DV1156  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1156  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1156
 DV1156.The horizontal coordinates were scaled from a topographic map and have
 DV1156.an estimated accuracy of +/- 6 seconds.
 DV1156
 DV1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1156.The vertical order pertains to the NGVD 29 superseded value.
 DV1156
 DV1156.The geoid height was determined by GEOID03.
 DV1156
 DV1156;                    North         East    Units  Estimated Accuracy
 DV1156;SPC AZ W     -   297,990.      198,220.      MT  (+/- 180 meters Scaled)
 DV1156
 DV1156                          SUPERSEDED SURVEY CONTROL
 DV1156
 DV1156  NGVD 29 (??/??/92)  383.961  (m)         1259.71   (f) ADJ UNCH    1 2
 DV1156
 DV1156.Superseded values are not recommended for survey control.
 DV1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1156.See file dsdata.txt to determine how the superseded data were derived.
 DV1156
 DV1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC299312(NAD 83)
 DV1156_MARKER: DD = SURVEY DISK
 DV1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1156_SP_SET: BRIDGE
 DV1156_STAMPING: 1258.74 2006+52.1
 DV1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1156
 DV1156  HISTORY     - Date     Condition        Report By
 DV1156  HISTORY     - UNK      MONUMENTED       AZHD
 DV1156  HISTORY     - 1934     GOOD             NGS
 DV1156  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1156
 DV1156                          STATION DESCRIPTION
 DV1156
 DV1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1156'19.2 MI E FROM QUARTZSITE.
 DV1156'19.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, ABOUT 19.2
 DV1156'MILES WEST OF SALOME, AT STATION 2006+52.1, AT A CONCRETE BRIDGE, AND
 DV1156'IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY
 DV1156'DEPARTMENT STANDARD DISK, STAMPED 1258.74 2006+52.1.
 DV1156
 DV1156                          STATION RECOVERY (1981)
 DV1156
 DV1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1156'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1156'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0424 ***********************************************************************
 CY0424  DESIGNATION -  126
 CY0424  PID         -  CY0424
 CY0424  STATE/COUNTY-  AZ/COCHISE
 CY0424  USGS QUAD   -  RAILROAD PASS (1979)
 CY0424
 CY0424                         *CURRENT SURVEY CONTROL
 CY0424  ___________________________________________________________________
 CY0424* NAD 83(1986)-  32 20 41.     (N)    109 44 15.     (W)     SCALED    
 CY0424* NAVD 88     -      1331.06   (+/-2cm)    4367.0    (feet)  VERTCON   
 CY0424  ___________________________________________________________________
 CY0424  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0424  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0424
 CY0424.The horizontal coordinates were scaled from a topographic map and have
 CY0424.an estimated accuracy of +/- 6 seconds.
 CY0424
 CY0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0424.The vertical order pertains to the NGVD 29 superseded value.
 CY0424
 CY0424.The geoid height was determined by GEOID03.
 CY0424
 CY0424;                    North         East    Units  Estimated Accuracy
 CY0424;SPC AZ E     -   149,170.      253,760.      MT  (+/- 180 meters Scaled)
 CY0424
 CY0424                          SUPERSEDED SURVEY CONTROL
 CY0424
 CY0424  NGVD 29 (??/??/92) 1330.262  (m)         4364.37   (f) ADJ UNCH    1 2
 CY0424
 CY0424.Superseded values are not recommended for survey control.
 CY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0424.See file dsdata.txt to determine how the superseded data were derived.
 CY0424
 CY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA188793(NAD 83)
 CY0424_MARKER: DD = SURVEY DISK
 CY0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0424_SP_SET: CULVERT
 CY0424_STAMPING: 126 H 1907
 CY0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0424
 CY0424  HISTORY     - Date     Condition        Report By
 CY0424  HISTORY     - 1907     MONUMENTED       USGS
 CY0424  HISTORY     - 1952     GOOD             NGS
 CY0424
 CY0424                          STATION DESCRIPTION
 CY0424
 CY0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0424'8.6 MI NE FROM WILLCOX.
 CY0424'8.6 MILES NE ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0424'STATION AT WILLCOX, 0.4 MILE EAST OF MILEPOLE NUMBER 1083, 0.2 MILE
 CY0424'EAST OF THE EAST END OF A CULVERT, 130.0 FEET NORTH OF THE NORTH RAIL,
 CY0424'29.0 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 5.0 FEET NORTH OF
 CY0424'A FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 2.0 FEET LOWER
 CY0424'THAN THE TRACK, AND RIVETED TO A 3 1/2-INCH IRON PIPE ENCASED IN
 CY0424'CONCRETE PROJECTING 1.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0695 ***********************************************************************
 GP0695  DESIGNATION -  126 DOR
 GP0695  PID         -  GP0695
 GP0695  STATE/COUNTY-  AZ/NAVAJO
 GP0695  USGS QUAD   -  SHONTO NW (1980)
 GP0695
 GP0695                         *CURRENT SURVEY CONTROL
 GP0695  ___________________________________________________________________
 GP0695* NAD 83(1986)-  36 43 29.     (N)    110 38 12.     (W)     SCALED    
 GP0695* NAVD 88     -      2109.150  (meters)    6919.77   (feet)  ADJUSTED  
 GP0695  ___________________________________________________________________
 GP0695  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GP0695  DYNAMIC HT  -        2106.473 (meters)    6910.99  (feet)  COMP
 GP0695  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 GP0695
 GP0695  VERT ORDER  -  SECOND    CLASS 0
 GP0695
 GP0695.The horizontal coordinates were scaled from a topographic map and have
 GP0695.an estimated accuracy of +/- 6 seconds.
 GP0695
 GP0695.The orthometric height was determined by differential leveling
 GP0695.and adjusted in June 1991.
 GP0695
 GP0695.The geoid height was determined by GEOID03.
 GP0695
 GP0695.The dynamic height is computed by dividing the NAVD 88
 GP0695.geopotential number by the normal gravity value computed on the
 GP0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0695.degrees latitude (g = 980.6199 gals.).
 GP0695
 GP0695.The modeled gravity was interpolated from observed gravity values.
 GP0695
 GP0695;                    North         East    Units  Estimated Accuracy
 GP0695;SPC AZ E     -   635,030.      171,380.      MT  (+/- 180 meters Scaled)
 GP0695
 GP0695                          SUPERSEDED SURVEY CONTROL
 GP0695
 GP0695.No superseded survey control is available for this station.
 GP0695
 GP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF324643(NAD 83)
 GP0695_MARKER: DB = BENCH MARK DISK
 GP0695_SETTING: 66 = SET IN ROCK OUTCROP
 GP0695_SP_SET: ROCK OUTCROP
 GP0695_STAMPING: 126 DOR 1969 6916
 GP0695_MARK LOGO: USGS  
 GP0695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0695+STABILITY: POSITION/ELEVATION WELL
 GP0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0695+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0695
 GP0695  HISTORY     - Date     Condition        Report By
 GP0695  HISTORY     - 1969     MONUMENTED       USGS
 GP0695
 GP0695                          STATION DESCRIPTION
 GP0695
 GP0695'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0695'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0695'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0695'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0695'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 9.3 MILES NORTHWEST
 GP0695'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 50 FEET NORTHWEST
 GP0695'AND 7 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS, IN A LARGE
 GP0695'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1711 ***********************************************************************
 DU1711  DESIGNATION -  1262 1
 DU1711  PID         -  DU1711
 DU1711  STATE/COUNTY-  AZ/MARICOPA
 DU1711  USGS QUAD   -  TEMPE (1982)
 DU1711
 DU1711                         *CURRENT SURVEY CONTROL
 DU1711  ___________________________________________________________________
 DU1711* NAD 83(1986)-  33 22 38.     (N)    111 58 00.     (W)     SCALED    
 DU1711* NAVD 88     -       370.665  (meters)    1216.09   (feet)  ADJUSTED  
 DU1711  ___________________________________________________________________
 DU1711  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1711  DYNAMIC HT  -         370.238 (meters)    1214.69  (feet)  COMP
 DU1711  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 DU1711
 DU1711  VERT ORDER  -  SECOND    CLASS I
 DU1711
 DU1711.The horizontal coordinates were scaled from a topographic map and have
 DU1711.an estimated accuracy of +/- 6 seconds.
 DU1711
 DU1711.The orthometric height was determined by differential leveling
 DU1711.and adjusted in November 1993.
 DU1711
 DU1711.The geoid height was determined by GEOID03.
 DU1711
 DU1711.The dynamic height is computed by dividing the NAVD 88
 DU1711.geopotential number by the normal gravity value computed on the
 DU1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1711.degrees latitude (g = 980.6199 gals.).
 DU1711
 DU1711.The modeled gravity was interpolated from observed gravity values.
 DU1711
 DU1711;                    North         East    Units  Estimated Accuracy
 DU1711;SPC AZ C     -   263,590.      208,710.      MT  (+/- 180 meters Scaled)
 DU1711
 DU1711                          SUPERSEDED SURVEY CONTROL
 DU1711
 DU1711.No superseded survey control is available for this station.
 DU1711
 DU1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB100935(NAD 83)
 DU1711_MARKER: DB = BENCH MARK DISK
 DU1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1711_SP_SET: CONCRETE POST
 DU1711_STAMPING: 1262-1
 DU1711_MARK LOGO: AZDT  
 DU1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1711+STABILITY: SURFACE MOTION
 DU1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1711+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 DU1711
 DU1711  HISTORY     - Date     Condition        Report By
 DU1711  HISTORY     - 1981     MONUMENTED       AZDT
 DU1711  HISTORY     - 20061206 GOOD             GEOCAC
 DU1711
 DU1711                          STATION DESCRIPTION
 DU1711
 DU1711'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1711'IN TEMPE.
 DU1711'IN TEMPE, 1 MI (1.61 KM) SOUTH AND APPROXIMATLY 2.3 MI (3.70 KM) WEST
 DU1711'OF THE INTERSECTION OF RURAL ROAD AND SOUTHERN AVENUE, AT THE
 DU1711'SOUTHEAST CORNER OF THE INTERSECTION OF INTERSTATE 10 AND BASELINE
 DU1711'ROAD, 60 FT (18.28 METERS) EAST OF THE NORTH BOUND ACCESS ROAD TO
 DU1711'BASELINE, 12 FT (3.66 METERS) SOUTH OF THE SOUTH EDGE OF BASELINE
 DU1711'ROAD, 3.5 FT (1.06 METERS) NORTH OF A R/W ANGLE IRON (STENCILED POT
 DU1711'559+25.23), A STANDARD AZDT BRASS CAP SET IN 8-INCH CONCRETE MONUMENT
 DU1711'PROJECTING 0.2 FT.
 DU1711
 DU1711                          STATION RECOVERY (2006)
 DU1711
 DU1711'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1711'RECOVERED AS DESCRIBED. THE AREA HAS CHANGED SOMEWHAT. THE MARK HAS
 DU1711'BEEN PARTIALLY INCORPORATED INTO A MASONRY PLANTER-BOX AT THE
 DU1711'SOUTHEAST CORNER OF THE INTERSECTION OF BASELINE ROAD AND THE I-10
 DU1711'NORTHBOUND OFFRAMP.
 DU1711'THE MARK IS ABOUT SEVEN FEET SOUTH OF THE SOUTH CURB OF BASELINE ROAD,
 DU1711'SIX FEET NORTHEAST OF THE NEARBY TRAFFIC SIGNAL PYLON AND IS ADJACENT
 DU1711'TO THE SIDEWALK. THE MARK NOW PROJECTS ABOUT 18 INCHES ABOVE THE
 DU1711'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1706 ***********************************************************************
 DU1706  DESIGNATION -  1262 2
 DU1706  PID         -  DU1706
 DU1706  STATE/COUNTY-  AZ/MARICOPA
 DU1706  USGS QUAD   -  TEMPE (1982)
 DU1706
 DU1706                         *CURRENT SURVEY CONTROL
 DU1706  ___________________________________________________________________
 DU1706* NAD 83(1986)-  33 23 34.     (N)    111 57 39.     (W)     SCALED    
 DU1706* NAVD 88     -       355.250  (meters)    1165.52   (feet)  ADJUSTED  
 DU1706  ___________________________________________________________________
 DU1706  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1706  DYNAMIC HT  -         354.841 (meters)    1164.17  (feet)  COMP
 DU1706  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DU1706
 DU1706  VERT ORDER  -  SECOND    CLASS I
 DU1706
 DU1706.The horizontal coordinates were scaled from a topographic map and have
 DU1706.an estimated accuracy of +/- 6 seconds.
 DU1706
 DU1706.The orthometric height was determined by differential leveling
 DU1706.and adjusted in November 1993.
 DU1706
 DU1706.The geoid height was determined by GEOID03.
 DU1706
 DU1706.The dynamic height is computed by dividing the NAVD 88
 DU1706.geopotential number by the normal gravity value computed on the
 DU1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1706.degrees latitude (g = 980.6199 gals.).
 DU1706
 DU1706.The modeled gravity was interpolated from observed gravity values.
 DU1706
 DU1706;                    North         East    Units  Estimated Accuracy
 DU1706;SPC AZ C     -   265,310.      209,250.      MT  (+/- 180 meters Scaled)
 DU1706
 DU1706                          SUPERSEDED SURVEY CONTROL
 DU1706
 DU1706.No superseded survey control is available for this station.
 DU1706
 DU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106952(NAD 83)
 DU1706_MARKER: DB = BENCH MARK DISK
 DU1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1706_SP_SET: CONCRETE CURB
 DU1706_STAMPING: 1262-2
 DU1706_MARK LOGO: AZDT  
 DU1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1706+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DU1706
 DU1706  HISTORY     - Date     Condition        Report By
 DU1706  HISTORY     - UNK      MONUMENTED       AZDT
 DU1706  HISTORY     - 1981     GOOD             AZDT
 DU1706  HISTORY     - 20040325 GOOD             USPSQD
 DU1706  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU1706
 DU1706                          STATION DESCRIPTION
 DU1706
 DU1706'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1706'IN TEMPE.
 DU1706'IN TEMPE, 2.0 MI (3.22 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1706'TO THE INTERSECTION OF PRIEST DRIVE TO THE MARK IN THE SOUTHEAST
 DU1706'CORNER OF THE INTERSECTION, 4 FT (1.22 METERS) WEST OF THE EAST END OF
 DU1706'CURB RADIUS, 12 FT (3.66 METERS) EAST OF THE EAST END OF A SRVWUA
 DU1706'STONE BOX 4 FT (1.22 METERS) HIGH, 11 FT (3.35 METERS) NORTH OF A WIRE
 DU1706'MESH FENCE, A STANDARD AZDT BRASS CAP EXPOXIED ON THE TOP OF CURB.
 DU1706
 DU1706                          STATION RECOVERY (2004)
 DU1706
 DU1706'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1706'RECOVERED  NOT AS DESCRIBED. THIS IS A LARGE INTERSECTION. THE MARK
 DU1706'HAS APSALT OVER IT. THE NUMBER DU1706 IS PAINTED IN LARGE WHITE
 DU1706'LETTERS ON TOP. USING GPS FOUND THE MARK. LOOKS LIKE A REPLACEMENT
 DU1706'WILL BE HAPPENING SOON.
 DU1706
 DU1706                          STATION RECOVERY (2008)
 DU1706
 DU1706'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1706'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1706'MARK. THE ROADS HAVE BEEN WIDENED, AND NEW CURBING INSTALLED. THERE IS
 DU1706'NO DISK ON THE CURB AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1398 ***********************************************************************
 DU1398  DESIGNATION -  1262 25
 DU1398  PID         -  DU1398
 DU1398  STATE/COUNTY-  AZ/MARICOPA
 DU1398  USGS QUAD   -  BUCKHORN (1982)
 DU1398
 DU1398                         *CURRENT SURVEY CONTROL
 DU1398  ___________________________________________________________________
 DU1398* NAD 83(1986)-  33 24 42.     (N)    111 41 02.     (W)     SCALED    
 DU1398* NAVD 88     -       428.17   (+/-2cm)    1404.8    (feet)  VERTCON   
 DU1398  ___________________________________________________________________
 DU1398  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1398  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1398
 DU1398.The horizontal coordinates were scaled from a topographic map and have
 DU1398.an estimated accuracy of +/- 6 seconds.
 DU1398
 DU1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1398.The vertical order pertains to the NGVD 29 superseded value.
 DU1398
 DU1398.The geoid height was determined by GEOID03.
 DU1398
 DU1398;                    North         East    Units  Estimated Accuracy
 DU1398;SPC AZ C     -   267,430.      235,010.      MT  (+/- 180 meters Scaled)
 DU1398
 DU1398                          SUPERSEDED SURVEY CONTROL
 DU1398
 DU1398  NGVD 29 (??/??/92)  427.640  (m)         1403.02   (f) ADJ UNCH    1 1
 DU1398
 DU1398.Superseded values are not recommended for survey control.
 DU1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1398.See file dsdata.txt to determine how the superseded data were derived.
 DU1398
 DU1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364971(NAD 83)
 DU1398_MARKER: DD = SURVEY DISK
 DU1398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1398_SP_SET: BRIDGE
 DU1398_STAMPING: 1262-25
 DU1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1398
 DU1398  HISTORY     - Date     Condition        Report By
 DU1398  HISTORY     - UNK      MONUMENTED       AZDT
 DU1398  HISTORY     - 1975     GOOD             NGS
 DU1398  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DU1398
 DU1398                          STATION DESCRIPTION
 DU1398
 DU1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1398'8.91 MI E FROM MESA.
 DU1398'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1398'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR 0.21
 DU1398'MILES AND STATION ON THE LEFT (EAST).  THE MARK IS CEMENTED TO A
 DU1398'BRIDGE HEADWALL ABOUT 1 FOOT WEST OF THE EAST END OF THE SOUTH
 DU1398'HEADWALL AND ABOUT 1 FOOT ABOVE THE BRIDGE DECK.  THE BRIDGE RUN EAST
 DU1398'TO A MARKET AND IS OPPOSIT AND EAST OF E. ASPEN AVENUE.  SECTION 19, T
 DU1398'1N, R 7E.
 DU1398
 DU1398                          STATION RECOVERY (2006)
 DU1398
 DU1398'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1398'NO CANAL, NOR BRIDGE HEADWALL, AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1397 ***********************************************************************
 DU1397  DESIGNATION -  1262 26
 DU1397  PID         -  DU1397
 DU1397  STATE/COUNTY-  AZ/MARICOPA
 DU1397  USGS QUAD   -  BUCKHORN (1982)
 DU1397
 DU1397                         *CURRENT SURVEY CONTROL
 DU1397  ___________________________________________________________________
 DU1397* NAD 83(1986)-  33 24 48.     (N)    111 41 02.     (W)     SCALED    
 DU1397* NAVD 88     -       429.45   (+/-2cm)    1409.0    (feet)  VERTCON   
 DU1397  ___________________________________________________________________
 DU1397  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1397  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1397
 DU1397.The horizontal coordinates were scaled from a topographic map and have
 DU1397.an estimated accuracy of +/- 6 seconds.
 DU1397
 DU1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1397.The vertical order pertains to the NGVD 29 superseded value.
 DU1397
 DU1397.The geoid height was determined by GEOID03.
 DU1397
 DU1397;                    North         East    Units  Estimated Accuracy
 DU1397;SPC AZ C     -   267,610.      235,010.      MT  (+/- 180 meters Scaled)
 DU1397
 DU1397                          SUPERSEDED SURVEY CONTROL
 DU1397
 DU1397  NGVD 29 (??/??/92)  428.918  (m)         1407.21   (f) ADJ UNCH    1 1
 DU1397
 DU1397.Superseded values are not recommended for survey control.
 DU1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1397.See file dsdata.txt to determine how the superseded data were derived.
 DU1397
 DU1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364973(NAD 83)
 DU1397_MARKER: DD = SURVEY DISK
 DU1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1397_SP_SET: BRIDGE
 DU1397_STAMPING: P M BM 1262-26
 DU1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1397
 DU1397  HISTORY     - Date     Condition        Report By
 DU1397  HISTORY     - UNK      MONUMENTED       AZDT
 DU1397  HISTORY     - 1975     GOOD             NGS
 DU1397  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DU1397
 DU1397                          STATION DESCRIPTION
 DU1397
 DU1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1397'8.81 MI E FROM MESA.
 DU1397'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1397'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR 0.11
 DU1397'MILES AND STATION ON THE LEFT (EAST).  THE MARK IS CEMENTED IN A
 DU1397'BRIDGE HEADWALL 1 FOOT WEST OF THE EAST END OF THE SOUTH BRIDGE
 DU1397'HEADWALL OF A ROAD LEADING EAST TO A MARKET AND IS 15 FEET NORTH OF
 DU1397'THE EXTENSION OF THE NORTH FENCE OF THE APACHE SUBSTATION THAT IS
 DU1397'LOCATED ACROSS POWERS ROAD.  SECTION 19, T 1N, R 7E.
 DU1397
 DU1397                          STATION RECOVERY (2006)
 DU1397
 DU1397'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1377 ***********************************************************************
 DU1377  DESIGNATION -  1262 27
 DU1377  PID         -  DU1377
 DU1377  STATE/COUNTY-  AZ/MARICOPA
 DU1377  USGS QUAD   -  BUCKHORN (1982)
 DU1377
 DU1377                         *CURRENT SURVEY CONTROL
 DU1377  ___________________________________________________________________
 DU1377* NAD 83(1986)-  33 27 14.     (N)    111 41 02.     (W)     SCALED    
 DU1377* NAVD 88     -       466.45   (+/-2cm)    1530.3    (feet)  VERTCON   
 DU1377  ___________________________________________________________________
 DU1377  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1377  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1377
 DU1377.The horizontal coordinates were scaled from a topographic map and have
 DU1377.an estimated accuracy of +/- 6 seconds.
 DU1377
 DU1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1377.The vertical order pertains to the NGVD 29 superseded value.
 DU1377
 DU1377.The geoid height was determined by GEOID03.
 DU1377
 DU1377;                    North         East    Units  Estimated Accuracy
 DU1377;SPC AZ C     -   272,110.      235,000.      MT  (+/- 180 meters Scaled)
 DU1377
 DU1377                          SUPERSEDED SURVEY CONTROL
 DU1377
 DU1377  NGVD 29 (??/??/92)  465.884  (m)         1528.49   (f) ADJ UNCH    1 1
 DU1377
 DU1377.Superseded values are not recommended for survey control.
 DU1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1377.See file dsdata.txt to determine how the superseded data were derived.
 DU1377
 DU1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364018(NAD 83)
 DU1377_MARKER: DD = SURVEY DISK
 DU1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1377_SP_SET: CULVERT
 DU1377_STAMPING: 1262-27
 DU1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1377
 DU1377  HISTORY     - Date     Condition        Report By
 DU1377  HISTORY     - UNK      MONUMENTED       AZDT
 DU1377  HISTORY     - 1975     GOOD             NGS
 DU1377  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 DU1377  HISTORY     - 20061227 MARK NOT FOUND   GEOCAC
 DU1377
 DU1377                          STATION DESCRIPTION
 DU1377
 DU1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1377'11.37 MI NW FROM MESA.
 DU1377'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1377'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU1377'HIGHWAY TO MCKELLIPS RD., CONTINUE NORTH ALONG BUSH HIGHWAY FOR 0.17
 DU1377'MILE AND THE STATION ON THE RIGHT (EAST).  THE MARK IS SET IN THE TOP
 DU1377'AND CENTER OF A CULVERT HEADWALL ABOUT 25 FEET EAST OF THE HIGHWAY AND
 DU1377'A LITTLE BELOW.  SECTION 1, T 1N, R 6E.
 DU1377
 DU1377                          STATION RECOVERY (2006)
 DU1377
 DU1377'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU1377'POWER RD. RE-ALIGNED ABOUT 10 YEARS AGO, CULVERT COVERED OVER, LOCALE
 DU1377'IS COMPLETELY DIFFERENT.
 DU1377
 DU1377                          STATION RECOVERY (2006)
 DU1377
 DU1377'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1377'THERE IS NO CULVERT AT THIS LOCATION. THE ROAD HAS BEEN WIDENED, AND
 DU1377'THE DRAINAGE ROUTED THROUGH A STORM DRAIN SYSTEM. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1374 ***********************************************************************
 DU1374  DESIGNATION -  1262 27 1
 DU1374  PID         -  DU1374
 DU1374  STATE/COUNTY-  AZ/MARICOPA
 DU1374  USGS QUAD   -  BUCKHORN (1982)
 DU1374
 DU1374                         *CURRENT SURVEY CONTROL
 DU1374  ___________________________________________________________________
 DU1374* NAD 83(1986)-  33 27 39.     (N)    111 41 02.     (W)     SCALED    
 DU1374* NAVD 88     -       470.48   (+/-2cm)    1543.6    (feet)  VERTCON   
 DU1374  ___________________________________________________________________
 DU1374  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU1374  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1374
 DU1374.The horizontal coordinates were scaled from a topographic map and have
 DU1374.an estimated accuracy of +/- 6 seconds.
 DU1374
 DU1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1374.The vertical order pertains to the NGVD 29 superseded value.
 DU1374
 DU1374.The geoid height was determined by GEOID03.
 DU1374
 DU1374;                    North         East    Units  Estimated Accuracy
 DU1374;SPC AZ C     -   272,880.      235,000.      MT  (+/- 180 meters Scaled)
 DU1374
 DU1374                          SUPERSEDED SURVEY CONTROL
 DU1374
 DU1374  NGVD 29 (??/??/92)  469.907  (m)         1541.69   (f) ADJ UNCH    1 1
 DU1374
 DU1374.Superseded values are not recommended for survey control.
 DU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1374.See file dsdata.txt to determine how the superseded data were derived.
 DU1374
 DU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364025(NAD 83)
 DU1374_MARKER: DD = SURVEY DISK
 DU1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1374_SP_SET: CULVERT
 DU1374_STAMPING: 1262-27-1
 DU1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1374
 DU1374  HISTORY     - Date     Condition        Report By
 DU1374  HISTORY     - UNK      MONUMENTED       AZDT
 DU1374  HISTORY     - 1975     GOOD             NGS
 DU1374  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 DU1374  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1374
 DU1374                          STATION DESCRIPTION
 DU1374
 DU1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1374'11.83 MI NE FROM MESA.
 DU1374'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1374'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 3.13 MILES NORTH ALONG BUSH
 DU1374'HIGHWAY TO THE STATION ON THE RIGHT (EAST).  THE MARK IS SET IN THE
 DU1374'TOP CENTER OF A CULVERT HEADWALL 25 FEET EAST OF THE HIGHWAY
 DU1374'CENTERLINE AND A LITTLE BELOW.  SECTION 1, T 1N, R 6E.
 DU1374
 DU1374                          STATION RECOVERY (2006)
 DU1374
 DU1374'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU1374'POWER RD. RE-ALIGNED ABOUT 10 YEARS AGO, CULVERT COVERED OVER, LOCALE
 DU1374'IS COMPLETELY DIFFERENT.
 DU1374
 DU1374                          STATION RECOVERY (2008)
 DU1374
 DU1374'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1374'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1374'MARK. THERE IS NO CULVERT OR HEADWALL AT THE DESCRIBED LOCATION.
 DU1374'ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1373 ***********************************************************************
 DU1373  DESIGNATION -  1262 27 2
 DU1373  PID         -  DU1373
 DU1373  STATE/COUNTY-  AZ/MARICOPA
 DU1373  USGS QUAD   -  BUCKHORN (1982)
 DU1373
 DU1373                         *CURRENT SURVEY CONTROL
 DU1373  ___________________________________________________________________
 DU1373* NAD 83(1986)-  33 27 54.     (N)    111 41 02.     (W)     SCALED    
 DU1373* NAVD 88     -       473.85   (+/-2cm)    1554.6    (feet)  VERTCON   
 DU1373  ___________________________________________________________________
 DU1373  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU1373  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1373
 DU1373.The horizontal coordinates were scaled from a topographic map and have
 DU1373.an estimated accuracy of +/- 6 seconds.
 DU1373
 DU1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1373.The vertical order pertains to the NGVD 29 superseded value.
 DU1373
 DU1373.The geoid height was determined by GEOID03.
 DU1373
 DU1373;                    North         East    Units  Estimated Accuracy
 DU1373;SPC AZ C     -   273,340.      235,000.      MT  (+/- 180 meters Scaled)
 DU1373
 DU1373                          SUPERSEDED SURVEY CONTROL
 DU1373
 DU1373  NGVD 29 (??/??/92)  473.279  (m)         1552.75   (f) ADJ UNCH    1 1
 DU1373
 DU1373.Superseded values are not recommended for survey control.
 DU1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1373.See file dsdata.txt to determine how the superseded data were derived.
 DU1373
 DU1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364030(NAD 83)
 DU1373_MARKER: DD = SURVEY DISK
 DU1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1373_SP_SET: CULVERT
 DU1373_STAMPING: 1262-27-2
 DU1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1373
 DU1373  HISTORY     - Date     Condition        Report By
 DU1373  HISTORY     - UNK      MONUMENTED       AZDT
 DU1373  HISTORY     - 1975     GOOD             NGS
 DU1373  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 DU1373  HISTORY     - 20070409 MARK NOT FOUND   GEOCAC
 DU1373
 DU1373                          STATION DESCRIPTION
 DU1373
 DU1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1373'12.13 MI NE FROM MESA.
 DU1373'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1373'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 3.43 MILES NORTH ALONG BUSH
 DU1373'HIGHWAY TO STATION ON THE RIGHT (EAST).  THE MARK IS SET IN THE TOP
 DU1373'CENTER OF A CULVERT HEADWALL 25 FEET EAST AND A LITTLE BELOW THE
 DU1373'HIGHWAY CENTERLINE AND ABOUT 0.07 MILES SOUTH OF THE INTERSECTION OF
 DU1373'MCDOWELL RD. AND BUSH HIGHWAY.  SECTION 1, T 1N, R 6E.
 DU1373
 DU1373                          STATION RECOVERY (2006)
 DU1373
 DU1373'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU1373'POWER RD. RE-ALIGNED ABOUT 10 YEARS AGO, CULVERT COVERED OVER, LOCALE
 DU1373'IS COMPLETELY DIFFERENT.
 DU1373
 DU1373                          STATION RECOVERY (2007)
 DU1373
 DU1373'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1373'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THERE IS NO CULVERT
 DU1373'AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1371 ***********************************************************************
 DU1371  DESIGNATION -  1262 28
 DU1371  PID         -  DU1371
 DU1371  STATE/COUNTY-  AZ/MARICOPA
 DU1371  USGS QUAD   -  BUCKHORN (1982)
 DU1371
 DU1371                         *CURRENT SURVEY CONTROL
 DU1371  ___________________________________________________________________
 DU1371* NAD 83(1986)-  33 28 12.     (N)    111 41 02.     (W)     SCALED    
 DU1371* NAVD 88     -       475.61   (+/-2cm)    1560.4    (feet)  VERTCON   
 DU1371  ___________________________________________________________________
 DU1371  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1371  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1371
 DU1371.The horizontal coordinates were scaled from a topographic map and have
 DU1371.an estimated accuracy of +/- 6 seconds.
 DU1371
 DU1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1371.The vertical order pertains to the NGVD 29 superseded value.
 DU1371
 DU1371.The geoid height was determined by GEOID03.
 DU1371
 DU1371;                    North         East    Units  Estimated Accuracy
 DU1371;SPC AZ C     -   273,900.      235,000.      MT  (+/- 180 meters Scaled)
 DU1371
 DU1371                          SUPERSEDED SURVEY CONTROL
 DU1371
 DU1371  NGVD 29 (??/??/92)  475.032  (m)         1558.50   (f) ADJ UNCH    1 1
 DU1371
 DU1371.Superseded values are not recommended for survey control.
 DU1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1371.See file dsdata.txt to determine how the superseded data were derived.
 DU1371
 DU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364036(NAD 83)
 DU1371_MARKER: DD = SURVEY DISK
 DU1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1371_SP_SET: CULVERT
 DU1371_STAMPING: 1262-28
 DU1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1371
 DU1371  HISTORY     - Date     Condition        Report By
 DU1371  HISTORY     - UNK      MONUMENTED       AZDT
 DU1371  HISTORY     - 1975     GOOD             NGS
 DU1371  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DU1371
 DU1371                          STATION DESCRIPTION
 DU1371
 DU1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1371'12.35 MI NE FROM MESA.
 DU1371'ABOUT 8.7 MILES EAST ON U.S. HIGHWAY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU1371'MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 3.4 MILES TO
 DU1371'MCDOWELL RD., CONTINUE NORTH ON BUSH HIGHWAY FOR 0.25 MILES TO STATION
 DU1371'ON THE RIGHT (EAST).  THE STATION IS SET IN THE TOP AND CENTER OF A
 DU1371'CULVERT HEADWALL AND IS 25 FEET EAST AND A LITTLE BELOW THE HIGHWAY
 DU1371'CENTERLINE.  SECTION 31, T2N, R7E.
 DU1371
 DU1371                          STATION RECOVERY (2006)
 DU1371
 DU1371'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1371'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1371'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1371'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1370 ***********************************************************************
 DU1370  DESIGNATION -  1262 29
 DU1370  PID         -  DU1370
 DU1370  STATE/COUNTY-  AZ/MARICOPA
 DU1370  USGS QUAD   -  BUCKHORN (1982)
 DU1370
 DU1370                         *CURRENT SURVEY CONTROL
 DU1370  ___________________________________________________________________
 DU1370* NAD 83(1986)-  33 28 18.     (N)    111 41 02.     (W)     SCALED    
 DU1370* NAVD 88     -       476.45   (+/-2cm)    1563.2    (feet)  VERTCON   
 DU1370  ___________________________________________________________________
 DU1370  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1370  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1370
 DU1370.The horizontal coordinates were scaled from a topographic map and have
 DU1370.an estimated accuracy of +/- 6 seconds.
 DU1370
 DU1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1370.The vertical order pertains to the NGVD 29 superseded value.
 DU1370
 DU1370.The geoid height was determined by GEOID03.
 DU1370
 DU1370;                    North         East    Units  Estimated Accuracy
 DU1370;SPC AZ C     -   274,080.      235,000.      MT  (+/- 180 meters Scaled)
 DU1370
 DU1370                          SUPERSEDED SURVEY CONTROL
 DU1370
 DU1370  NGVD 29 (??/??/92)  475.879  (m)         1561.28   (f) ADJ UNCH    1 1
 DU1370
 DU1370.Superseded values are not recommended for survey control.
 DU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1370.See file dsdata.txt to determine how the superseded data were derived.
 DU1370
 DU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364037(NAD 83)
 DU1370_MARKER: DD = SURVEY DISK
 DU1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1370_SP_SET: CULVERT
 DU1370_STAMPING: 1262-29
 DU1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1370
 DU1370  HISTORY     - Date     Condition        Report By
 DU1370  HISTORY     - UNK      MONUMENTED       AZDT
 DU1370  HISTORY     - 1975     GOOD             NGS
 DU1370  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1370
 DU1370                          STATION DESCRIPTION
 DU1370
 DU1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1370'12.55 MI NE FROM MESA.
 DU1370'ABOUT 8.7 MILES EAST ON U.S. HIGHWAY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU1370'MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 3.4 MILES TO
 DU1370'MCDOWELL RD., CONTINUE NORTH ON BUSH HIGHWAY FOR 0.45 MILES TO STATION
 DU1370'ON THE RIGHT (EAST).  THE STATION IS SET IN THE TOP AND CENTER OF A
 DU1370'CULVERT HEADWALL AND IS 25 FEET EAST AND A LITTLE BELOW THE HIGHWAY
 DU1370'CENTERLINE.  SECTION 31, T 2N, R 7E.
 DU1370
 DU1370                          STATION RECOVERY (2006)
 DU1370
 DU1370'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1370'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1370'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1370'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1705 ***********************************************************************
 DU1705  DESIGNATION -  1262 3
 DU1705  PID         -  DU1705
 DU1705  STATE/COUNTY-  AZ/MARICOPA
 DU1705  USGS QUAD   -  TEMPE (1982)
 DU1705
 DU1705                         *CURRENT SURVEY CONTROL
 DU1705  ___________________________________________________________________
 DU1705* NAD 83(1986)-  33 23 24.     (N)    111 57 18.     (W)     SCALED    
 DU1705* NAVD 88     -       355.134  (meters)    1165.14   (feet)  ADJUSTED  
 DU1705  ___________________________________________________________________
 DU1705  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1705  DYNAMIC HT  -         354.725 (meters)    1163.79  (feet)  COMP
 DU1705  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 DU1705
 DU1705  VERT ORDER  -  SECOND    CLASS I
 DU1705
 DU1705.The horizontal coordinates were scaled from a topographic map and have
 DU1705.an estimated accuracy of +/- 6 seconds.
 DU1705
 DU1705.The orthometric height was determined by differential leveling
 DU1705.and adjusted in January 1998.
 DU1705
 DU1705.The geoid height was determined by GEOID03.
 DU1705
 DU1705.The dynamic height is computed by dividing the NAVD 88
 DU1705.geopotential number by the normal gravity value computed on the
 DU1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1705.degrees latitude (g = 980.6199 gals.).
 DU1705
 DU1705.The modeled gravity was interpolated from observed gravity values.
 DU1705
 DU1705;                    North         East    Units  Estimated Accuracy
 DU1705;SPC AZ C     -   265,000.      209,790.      MT  (+/- 180 meters Scaled)
 DU1705
 DU1705                          SUPERSEDED SURVEY CONTROL
 DU1705
 DU1705  NAVD 88 (11/29/93)  355.133  (m)         1165.13   (f) UNKNOWN     2 1
 DU1705
 DU1705.Superseded values are not recommended for survey control.
 DU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1705.See file dsdata.txt to determine how the superseded data were derived.
 DU1705
 DU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111949(NAD 83)
 DU1705_MARKER: DB = BENCH MARK DISK
 DU1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1705_SP_SET: STREET CURB
 DU1705_STAMPING: 1262-3
 DU1705_MARK LOGO: AZDT  
 DU1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1705
 DU1705  HISTORY     - Date     Condition        Report By
 DU1705  HISTORY     - UNK      MONUMENTED       AZDT
 DU1705  HISTORY     - 1981     GOOD             AZDT
 DU1705  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DU1705
 DU1705                          STATION DESCRIPTION
 DU1705
 DU1705'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1705'IN TEMPE.
 DU1705'IN TEMPE, 3.5 MI (5.64 KM) WEST OF THE INTERSECTION OF SOUTHERN AND
 DU1705'RURAL ROADS, ON THE CURB, 33 FT (53.11 METERS) SOUTH OF THE CENTERLINE
 DU1705'OF SOUTHERN AVENUE, OPPOSITE THE CENTERLINE OF A NORTH-SOUTH SIDEWALK
 DU1705'LEADING TO THE MOST EASTERLY OF A GROUP OF HOUSES, A STANDARD AZDT
 DU1705'BRASS CAP EPOXIED ON CURB.
 DU1705
 DU1705                          STATION RECOVERY (2007)
 DU1705
 DU1705'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1705'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1705'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1703 ***********************************************************************
 DU1703  DESIGNATION -  1262 3 1
 DU1703  PID         -  DU1703
 DU1703  STATE/COUNTY-  AZ/MARICOPA
 DU1703  USGS QUAD   -  TEMPE (1982)
 DU1703
 DU1703                         *CURRENT SURVEY CONTROL
 DU1703  ___________________________________________________________________
 DU1703* NAD 83(1986)-  33 23 34.     (N)    111 57 04.     (W)     SCALED    
 DU1703* NAVD 88     -       355.156  (meters)    1165.21   (feet)  ADJUSTED  
 DU1703  ___________________________________________________________________
 DU1703  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1703  DYNAMIC HT  -         354.747 (meters)    1163.87  (feet)  COMP
 DU1703  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DU1703
 DU1703  VERT ORDER  -  SECOND    CLASS I
 DU1703
 DU1703.The horizontal coordinates were scaled from a topographic map and have
 DU1703.an estimated accuracy of +/- 6 seconds.
 DU1703
 DU1703.The orthometric height was determined by differential leveling
 DU1703.and adjusted in January 1998.
 DU1703
 DU1703.The geoid height was determined by GEOID03.
 DU1703
 DU1703.The dynamic height is computed by dividing the NAVD 88
 DU1703.geopotential number by the normal gravity value computed on the
 DU1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1703.degrees latitude (g = 980.6199 gals.).
 DU1703
 DU1703.The modeled gravity was interpolated from observed gravity values.
 DU1703
 DU1703;                    North         East    Units  Estimated Accuracy
 DU1703;SPC AZ C     -   265,310.      210,160.      MT  (+/- 180 meters Scaled)
 DU1703
 DU1703                          SUPERSEDED SURVEY CONTROL
 DU1703
 DU1703  NAVD 88 (11/29/93)  355.154  (m)         1165.20   (f) UNKNOWN     2 1
 DU1703
 DU1703.Superseded values are not recommended for survey control.
 DU1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1703.See file dsdata.txt to determine how the superseded data were derived.
 DU1703
 DU1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB115952(NAD 83)
 DU1703_MARKER: DD = SURVEY DISK
 DU1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1703_SP_SET: CONCRETE POST
 DU1703_STAMPING: PM BM 1262-3-1
 DU1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1703+STABILITY: SURFACE MOTION
 DU1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1703+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1703
 DU1703  HISTORY     - Date     Condition        Report By
 DU1703  HISTORY     - UNK      MONUMENTED       AZ0490
 DU1703  HISTORY     - 1981     GOOD             AZDT
 DU1703  HISTORY     - 20080914 GOOD             GEOCAC
 DU1703
 DU1703                          STATION DESCRIPTION
 DU1703
 DU1703'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1703'IN TEMPE.
 DU1703'IN TEMPE, 1.5 MI (2.41 KM) WEST ALONG SOUTHERN AVENUE FROM THE
 DU1703'INTERSECTION OF RURAL ROAD TO THE INTERSECTION OF HARDY ROAD AND TO
 DU1703'THE MARK IN THE CENTER OF THE INTERSECTION, 40 FT (12.19 METERS) EAST
 DU1703'OF MARICOPA COUNTY ONE QUARTER CORNER N 1/4 33, A CITY OF TEMPE BRASS
 DU1703'CAP SET FLUSH WITH THE PAVEMENT.
 DU1703
 DU1703                          STATION RECOVERY (2008)
 DU1703
 DU1703'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1703'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1703'23.570' W111 57.127'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1369 ***********************************************************************
 DU1369  DESIGNATION -  1262 30
 DU1369  PID         -  DU1369
 DU1369  STATE/COUNTY-  AZ/MARICOPA
 DU1369  USGS QUAD   -  BUCKHORN (1982)
 DU1369
 DU1369                         *CURRENT SURVEY CONTROL
 DU1369  ___________________________________________________________________
 DU1369* NAD 83(1986)-  33 28 24.     (N)    111 41 02.     (W)     SCALED    
 DU1369* NAVD 88     -       478.22   (+/-2cm)    1569.0    (feet)  VERTCON   
 DU1369  ___________________________________________________________________
 DU1369  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1369  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1369
 DU1369.The horizontal coordinates were scaled from a topographic map and have
 DU1369.an estimated accuracy of +/- 6 seconds.
 DU1369
 DU1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1369.The vertical order pertains to the NGVD 29 superseded value.
 DU1369
 DU1369.The geoid height was determined by GEOID03.
 DU1369
 DU1369;                    North         East    Units  Estimated Accuracy
 DU1369;SPC AZ C     -   274,270.      235,000.      MT  (+/- 180 meters Scaled)
 DU1369
 DU1369                          SUPERSEDED SURVEY CONTROL
 DU1369
 DU1369  NGVD 29 (??/??/92)  477.642  (m)         1567.06   (f) ADJ UNCH    1 1
 DU1369
 DU1369.Superseded values are not recommended for survey control.
 DU1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1369.See file dsdata.txt to determine how the superseded data were derived.
 DU1369
 DU1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364039(NAD 83)
 DU1369_MARKER: DD = SURVEY DISK
 DU1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1369_SP_SET: CULVERT
 DU1369_STAMPING: 1262-30
 DU1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1369
 DU1369  HISTORY     - Date     Condition        Report By
 DU1369  HISTORY     - UNK      MONUMENTED       AZDT
 DU1369  HISTORY     - 1975     GOOD             NGS
 DU1369  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1369
 DU1369                          STATION DESCRIPTION
 DU1369
 DU1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1369'12.65 MI NE FROM MESA.
 DU1369'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1369'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1369'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 0.55 MILES AND TO THE STATION ON
 DU1369'THE RIGHT (EAST).  THE STATION IS SET IN THE TOP AND CENTER OF A
 DU1369'CULVERT HEADWALL ABOUT 260 FEET SOUTH OF W1/4 31, T2N, R7E, 25 FEET
 DU1369'EAST OF AND A LITTLE BELOW THE HIGHWAY CENTERLINE. SECTION 31, T 2N, R
 DU1369'7E.
 DU1369
 DU1369                          STATION RECOVERY (2006)
 DU1369
 DU1369'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1369'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1369'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1369'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1367 ***********************************************************************
 DU1367  DESIGNATION -  1262 31
 DU1367  PID         -  DU1367
 DU1367  STATE/COUNTY-  AZ/MARICOPA
 DU1367  USGS QUAD   -  BUCKHORN (1982)
 DU1367
 DU1367                         *CURRENT SURVEY CONTROL
 DU1367  ___________________________________________________________________
 DU1367* NAD 83(1986)-  33 28 36.     (N)    111 41 02.     (W)     SCALED    
 DU1367* NAVD 88     -       478.39   (+/-2cm)    1569.5    (feet)  VERTCON   
 DU1367  ___________________________________________________________________
 DU1367  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1367  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1367
 DU1367.The horizontal coordinates were scaled from a topographic map and have
 DU1367.an estimated accuracy of +/- 6 seconds.
 DU1367
 DU1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1367.The vertical order pertains to the NGVD 29 superseded value.
 DU1367
 DU1367.The geoid height was determined by GEOID03.
 DU1367
 DU1367;                    North         East    Units  Estimated Accuracy
 DU1367;SPC AZ C     -   274,640.      234,990.      MT  (+/- 180 meters Scaled)
 DU1367
 DU1367                          SUPERSEDED SURVEY CONTROL
 DU1367
 DU1367  NGVD 29 (??/??/92)  477.814  (m)         1567.63   (f) ADJ UNCH    1 1
 DU1367
 DU1367.Superseded values are not recommended for survey control.
 DU1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1367.See file dsdata.txt to determine how the superseded data were derived.
 DU1367
 DU1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364043(NAD 83)
 DU1367_MARKER: DD = SURVEY DISK
 DU1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1367_SP_SET: CULVERT
 DU1367_STAMPING: 1262-31
 DU1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1367
 DU1367  HISTORY     - Date     Condition        Report By
 DU1367  HISTORY     - UNK      MONUMENTED       AZDT
 DU1367  HISTORY     - 1975     GOOD             NGS
 DU1367  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1367
 DU1367                          STATION DESCRIPTION
 DU1367
 DU1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1367'12.6 MI NE FROM MESA.
 DU1367'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1367'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1367'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 0.5 MILES TO THE 1/4 CORNER,
 DU1367'THENCE CONTINUE ABOUT 150 FEET TO THE STATION ON RIGHT (EAST). THE
 DU1367'MARK IS SET IN THE TOP AND CENTER OF A 14 FOOT LONG CULVERT HEADWALL
 DU1367'AND IS 25 FEET EAST AND A LITTLE BELOW THE HIGHWAY CENTERLINE. SECTION
 DU1367'31, T 2N, R 7E.
 DU1367
 DU1367                          STATION RECOVERY (2006)
 DU1367
 DU1367'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1367'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1367'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1367'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1366 ***********************************************************************
 DU1366  DESIGNATION -  1262 32
 DU1366  PID         -  DU1366
 DU1366  STATE/COUNTY-  AZ/MARICOPA
 DU1366  USGS QUAD   -  BUCKHORN (1982)
 DU1366
 DU1366                         *CURRENT SURVEY CONTROL
 DU1366  ___________________________________________________________________
 DU1366* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1366* NAVD 88     -       478.08   (+/-2cm)    1568.5    (feet)  VERTCON   
 DU1366  ___________________________________________________________________
 DU1366  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1366  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1366
 DU1366.The horizontal coordinates were scaled from a topographic map and have
 DU1366.an estimated accuracy of +/- 6 seconds.
 DU1366
 DU1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1366.The vertical order pertains to the NGVD 29 superseded value.
 DU1366
 DU1366.The geoid height was determined by GEOID03.
 DU1366
 DU1366;                    North         East    Units  Estimated Accuracy
 DU1366;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1366
 DU1366                          SUPERSEDED SURVEY CONTROL
 DU1366
 DU1366  NGVD 29 (??/??/92)  477.501  (m)         1566.60   (f) ADJ UNCH    1 1
 DU1366
 DU1366.Superseded values are not recommended for survey control.
 DU1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1366.See file dsdata.txt to determine how the superseded data were derived.
 DU1366
 DU1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1366_MARKER: DD = SURVEY DISK
 DU1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1366_SP_SET: CULVERT
 DU1366_STAMPING: 1262-32
 DU1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1366
 DU1366  HISTORY     - Date     Condition        Report By
 DU1366  HISTORY     - UNK      MONUMENTED       AZDT
 DU1366  HISTORY     - 1975     GOOD             NGS
 DU1366  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1366
 DU1366                          STATION DESCRIPTION
 DU1366
 DU1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1366'12.72 MI NE FROM MESA.
 DU1366'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1366'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1366'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 0.62 MILES TO STATION ON THE
 DU1366'RIGHT (EAST).  THE MARK IS SET IN THE TOP AND CENTER OF 6 FOOT
 DU1366'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST OF AND A LITTLE BELOW
 DU1366'THE HIGHWAY CENTERLINE.  SECTION 31, T 2N, R 7E.
 DU1366
 DU1366                          STATION RECOVERY (2006)
 DU1366
 DU1366'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1366'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1366'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1366'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1365 ***********************************************************************
 DU1365  DESIGNATION -  1262 33
 DU1365  PID         -  DU1365
 DU1365  STATE/COUNTY-  AZ/MARICOPA
 DU1365  USGS QUAD   -  BUCKHORN (1982)
 DU1365
 DU1365                         *CURRENT SURVEY CONTROL
 DU1365  ___________________________________________________________________
 DU1365* NAD 83(1986)-  33 28 42.     (N)    111 41 02.     (W)     SCALED    
 DU1365* NAVD 88     -       477.91   (+/-2cm)    1567.9    (feet)  VERTCON   
 DU1365  ___________________________________________________________________
 DU1365  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1365  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1365
 DU1365.The horizontal coordinates were scaled from a topographic map and have
 DU1365.an estimated accuracy of +/- 6 seconds.
 DU1365
 DU1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1365.The vertical order pertains to the NGVD 29 superseded value.
 DU1365
 DU1365.The geoid height was determined by GEOID03.
 DU1365
 DU1365;                    North         East    Units  Estimated Accuracy
 DU1365;SPC AZ C     -   274,820.      234,990.      MT  (+/- 180 meters Scaled)
 DU1365
 DU1365                          SUPERSEDED SURVEY CONTROL
 DU1365
 DU1365  NGVD 29 (??/??/92)  477.335  (m)         1566.06   (f) ADJ UNCH    1 1
 DU1365
 DU1365.Superseded values are not recommended for survey control.
 DU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1365.See file dsdata.txt to determine how the superseded data were derived.
 DU1365
 DU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364045(NAD 83)
 DU1365_MARKER: DD = SURVEY DISK
 DU1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1365_SP_SET: CULVERT
 DU1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1365
 DU1365  HISTORY     - Date     Condition        Report By
 DU1365  HISTORY     - UNK      MONUMENTED       AZDT
 DU1365  HISTORY     - 1975     GOOD             NGS
 DU1365  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1365
 DU1365                          STATION DESCRIPTION
 DU1365
 DU1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1365'12.75 MI NE FROM MESA.
 DU1365'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1365'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1365'ROAD, CONTINUE NORTH ON BUSH HWY FOR 0.65 MILES TO STATION ON THE
 DU1365'RIGHT (EAST).  THE MARK IS SET IN THE TOP AND CENTER OF 6 FOOT
 DU1365'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST OF AND A LITTLE BELOW
 DU1365'THE HIGHWAY CENTERLINE.  SECTION 31, T 2N, R 7E.
 DU1365
 DU1365                          STATION RECOVERY (2006)
 DU1365
 DU1365'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1365'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1365'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1365'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1364 ***********************************************************************
 DU1364  DESIGNATION -  1262 34
 DU1364  PID         -  DU1364
 DU1364  STATE/COUNTY-  AZ/MARICOPA
 DU1364  USGS QUAD   -  BUCKHORN (1982)
 DU1364
 DU1364                         *CURRENT SURVEY CONTROL
 DU1364  ___________________________________________________________________
 DU1364* NAD 83(1986)-  33 28 42.     (N)    111 41 02.     (W)     SCALED    
 DU1364* NAVD 88     -       478.05   (+/-2cm)    1568.4    (feet)  VERTCON   
 DU1364  ___________________________________________________________________
 DU1364  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1364  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1364
 DU1364.The horizontal coordinates were scaled from a topographic map and have
 DU1364.an estimated accuracy of +/- 6 seconds.
 DU1364
 DU1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1364.The vertical order pertains to the NGVD 29 superseded value.
 DU1364
 DU1364.The geoid height was determined by GEOID03.
 DU1364
 DU1364;                    North         East    Units  Estimated Accuracy
 DU1364;SPC AZ C     -   274,820.      234,990.      MT  (+/- 180 meters Scaled)
 DU1364
 DU1364                          SUPERSEDED SURVEY CONTROL
 DU1364
 DU1364  NGVD 29 (??/??/92)  477.468  (m)         1566.49   (f) ADJ UNCH    1 1
 DU1364
 DU1364.Superseded values are not recommended for survey control.
 DU1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1364.See file dsdata.txt to determine how the superseded data were derived.
 DU1364
 DU1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364045(NAD 83)
 DU1364_MARKER: DD = SURVEY DISK
 DU1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1364_SP_SET: CULVERT
 DU1364_STAMPING: 1262-34
 DU1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1364
 DU1364  HISTORY     - Date     Condition        Report By
 DU1364  HISTORY     - UNK      MONUMENTED       AZDT
 DU1364  HISTORY     - 1975     GOOD             NGS
 DU1364  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1364
 DU1364                          STATION DESCRIPTION
 DU1364
 DU1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1364'12.8 MI NE FROM MESA.
 DU1364'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1364'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1364'ROAD, CONTINUE ON BUSH HWY. FOR 0.7 MILES TO STATION ON THE RIGHT
 DU1364'(EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF A 6 FOOT
 DU1364'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST OF HIGHWAY CENTERLINE.
 DU1364'SECTION 31, T 2N, R 7E.
 DU1364
 DU1364                          STATION RECOVERY (2006)
 DU1364
 DU1364'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1364'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1364'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1364'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1363 ***********************************************************************
 DU1363  DESIGNATION -  1262 35
 DU1363  PID         -  DU1363
 DU1363  STATE/COUNTY-  AZ/MARICOPA
 DU1363  USGS QUAD   -  BUCKHORN (1982)
 DU1363
 DU1363                         *CURRENT SURVEY CONTROL
 DU1363  ___________________________________________________________________
 DU1363* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1363* NAVD 88     -       477.53   (+/-2cm)    1566.7    (feet)  VERTCON   
 DU1363  ___________________________________________________________________
 DU1363  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1363  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1363
 DU1363.The horizontal coordinates were scaled from a topographic map and have
 DU1363.an estimated accuracy of +/- 6 seconds.
 DU1363
 DU1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1363.The vertical order pertains to the NGVD 29 superseded value.
 DU1363
 DU1363.The geoid height was determined by GEOID03.
 DU1363
 DU1363;                    North         East    Units  Estimated Accuracy
 DU1363;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1363
 DU1363                          SUPERSEDED SURVEY CONTROL
 DU1363
 DU1363  NGVD 29 (??/??/92)  476.956  (m)         1564.81   (f) ADJ UNCH    1 1
 DU1363
 DU1363.Superseded values are not recommended for survey control.
 DU1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1363.See file dsdata.txt to determine how the superseded data were derived.
 DU1363
 DU1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1363_MARKER: DD = SURVEY DISK
 DU1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1363_SP_SET: CULVERT
 DU1363_STAMPING: 1262-35
 DU1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1363
 DU1363  HISTORY     - Date     Condition        Report By
 DU1363  HISTORY     - UNK      MONUMENTED       AZDT
 DU1363  HISTORY     - 1975     GOOD             NGS
 DU1363  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1363
 DU1363                          STATION DESCRIPTION
 DU1363
 DU1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1363'12.9 MI NE FROM MESA.
 DU1363'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1363'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1363'RD., CONTINUE NORTH ON BUSH HWY. FOR 0.8 MILE TO STATION ON THE RIGHT
 DU1363'(EAST).  THE MARK IS SET IN THE TOP AND CENTER OF A 6 FOOT CONCRETE
 DU1363'CULVERT AND IS 25 FEET EAST AND A LITTLE LOWER THAN THE HIGHWAY
 DU1363'CENTERLINE.  SECTION 31, T 2N, R 7E.
 DU1363
 DU1363                          STATION RECOVERY (2006)
 DU1363
 DU1363'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1363'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1363'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1363'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1362 ***********************************************************************
 DU1362  DESIGNATION -  1262 36
 DU1362  PID         -  DU1362
 DU1362  STATE/COUNTY-  AZ/MARICOPA
 DU1362  USGS QUAD   -  BUCKHORN (1982)
 DU1362
 DU1362                         *CURRENT SURVEY CONTROL
 DU1362  ___________________________________________________________________
 DU1362* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1362* NAVD 88     -       477.33   (+/-2cm)    1566.0    (feet)  VERTCON   
 DU1362  ___________________________________________________________________
 DU1362  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1362  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1362
 DU1362.The horizontal coordinates were scaled from a topographic map and have
 DU1362.an estimated accuracy of +/- 6 seconds.
 DU1362
 DU1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1362.The vertical order pertains to the NGVD 29 superseded value.
 DU1362
 DU1362.The geoid height was determined by GEOID03.
 DU1362
 DU1362;                    North         East    Units  Estimated Accuracy
 DU1362;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1362
 DU1362                          SUPERSEDED SURVEY CONTROL
 DU1362
 DU1362  NGVD 29 (??/??/92)  476.753  (m)         1564.15   (f) ADJ UNCH    1 1
 DU1362
 DU1362.Superseded values are not recommended for survey control.
 DU1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1362.See file dsdata.txt to determine how the superseded data were derived.
 DU1362
 DU1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1362_MARKER: DD = SURVEY DISK
 DU1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1362_SP_SET: CULVERT
 DU1362_STAMPING: 1262-36
 DU1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1362
 DU1362  HISTORY     - Date     Condition        Report By
 DU1362  HISTORY     - UNK      MONUMENTED       AZDT
 DU1362  HISTORY     - 1975     GOOD             NGS
 DU1362  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1362
 DU1362                          STATION DESCRIPTION
 DU1362
 DU1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1362'12.92 MI NE FROM MESA.
 DU1362'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1362'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1362'RD., CONTINUE NORTH ON BUSH HWY. FOR 0.82 MILES TO STATION ON THE
 DU1362'RIGHT (EAST).  THE MARK IS SET 4 FEET NORTH OF THE SOUTH END OF A 15
 DU1362'FOOT CULVERT AND IS 25 FEET EAST OF THE HWY.  CENTERLINE AND A LITTLE
 DU1362'BELOW.  SECTION 31, T 2N, R 7E.
 DU1362
 DU1362                          STATION RECOVERY (2006)
 DU1362
 DU1362'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1362'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1362'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1362'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1361 ***********************************************************************
 DU1361  DESIGNATION -  1262 37
 DU1361  PID         -  DU1361
 DU1361  STATE/COUNTY-  AZ/MARICOPA
 DU1361  USGS QUAD   -  BUCKHORN (1982)
 DU1361
 DU1361                         *CURRENT SURVEY CONTROL
 DU1361  ___________________________________________________________________
 DU1361* NAD 83(1986)-  33 28 48.     (N)    111 41 02.     (W)     SCALED    
 DU1361* NAVD 88     -       477.27   (+/-2cm)    1565.8    (feet)  VERTCON   
 DU1361  ___________________________________________________________________
 DU1361  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1361  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1361
 DU1361.The horizontal coordinates were scaled from a topographic map and have
 DU1361.an estimated accuracy of +/- 6 seconds.
 DU1361
 DU1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1361.The vertical order pertains to the NGVD 29 superseded value.
 DU1361
 DU1361.The geoid height was determined by GEOID03.
 DU1361
 DU1361;                    North         East    Units  Estimated Accuracy
 DU1361;SPC AZ C     -   275,010.      234,990.      MT  (+/- 180 meters Scaled)
 DU1361
 DU1361                          SUPERSEDED SURVEY CONTROL
 DU1361
 DU1361  NGVD 29 (??/??/92)  476.696  (m)         1563.96   (f) ADJ UNCH    1 1
 DU1361
 DU1361.Superseded values are not recommended for survey control.
 DU1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1361.See file dsdata.txt to determine how the superseded data were derived.
 DU1361
 DU1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364047(NAD 83)
 DU1361_MARKER: DD = SURVEY DISK
 DU1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1361_SP_SET: CULVERT
 DU1361_STAMPING: 1262-37
 DU1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1361
 DU1361  HISTORY     - Date     Condition        Report By
 DU1361  HISTORY     - UNK      MONUMENTED       AZHD
 DU1361  HISTORY     - 1975     GOOD             NGS
 DU1361  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1361
 DU1361                          STATION DESCRIPTION
 DU1361
 DU1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1361'12.95 MI NE FROM MESA.
 DU1361'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1361'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1361'ROAD., CONTINUE NORTH ON BUSH HWY. FOR 0.85 MILES TO STATION ON THE
 DU1361'RIGHT (EAST).  THE STATION IS A AHD DISK SET IN THE TOP AND CENTER OF
 DU1361'A 7 FOOT CONCRETE HEADWALL AND IS 25 FEET AND A LITTLE LOWER THAN
 DU1361'HIGHWAY CENTERLINE.  SECTION 31, T 2N, R 7E.
 DU1361
 DU1361                          STATION RECOVERY (2006)
 DU1361
 DU1361'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1361'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1361'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1361'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1360 ***********************************************************************
 DU1360  DESIGNATION -  1262 38
 DU1360  PID         -  DU1360
 DU1360  STATE/COUNTY-  AZ/MARICOPA
 DU1360  USGS QUAD   -  BUCKHORN (1982)
 DU1360
 DU1360                         *CURRENT SURVEY CONTROL
 DU1360  ___________________________________________________________________
 DU1360* NAD 83(1986)-  33 28 54.     (N)    111 41 02.     (W)     SCALED    
 DU1360* NAVD 88     -       477.43   (+/-2cm)    1566.4    (feet)  VERTCON   
 DU1360  ___________________________________________________________________
 DU1360  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1360  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1360
 DU1360.The horizontal coordinates were scaled from a topographic map and have
 DU1360.an estimated accuracy of +/- 6 seconds.
 DU1360
 DU1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1360.The vertical order pertains to the NGVD 29 superseded value.
 DU1360
 DU1360.The geoid height was determined by GEOID03.
 DU1360
 DU1360;                    North         East    Units  Estimated Accuracy
 DU1360;SPC AZ C     -   275,190.      234,990.      MT  (+/- 180 meters Scaled)
 DU1360
 DU1360                          SUPERSEDED SURVEY CONTROL
 DU1360
 DU1360  NGVD 29 (??/??/92)  476.850  (m)         1564.47   (f) ADJ UNCH    1 1
 DU1360
 DU1360.Superseded values are not recommended for survey control.
 DU1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1360.See file dsdata.txt to determine how the superseded data were derived.
 DU1360
 DU1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364048(NAD 83)
 DU1360_MARKER: DD = SURVEY DISK
 DU1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1360_SP_SET: CULVERT
 DU1360_STAMPING: 1262-38
 DU1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1360
 DU1360  HISTORY     - Date     Condition        Report By
 DU1360  HISTORY     - UNK      MONUMENTED       AZHD
 DU1360  HISTORY     - 1975     GOOD             NGS
 DU1360  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1360
 DU1360                          STATION DESCRIPTION
 DU1360
 DU1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1360'13.05 MI NE FROM MESA.
 DU1360'ABOUT 8.7 MILES EAST ON U.S. HWY 60, 70, 80, AND 89 FROM DOWNTOWN MESA
 DU1360'TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1360'ROAD, CONTINUE NORTH ON BUSH FOR 0.95 MILES TO THE STATION ON THE
 DU1360'RIGHT (EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF A
 DU1360'CONCRETE CULVERT HEADWALL 25 FEET EAST OF THE CENTERLINE OF HWY.
 DU1360'SECTION 31, T 2N, R 7E.
 DU1360
 DU1360                          STATION RECOVERY (2006)
 DU1360
 DU1360'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1360'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1360'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1360'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1358 ***********************************************************************
 DU1358  DESIGNATION -  1262 39
 DU1358  PID         -  DU1358
 DU1358  STATE/COUNTY-  AZ/MARICOPA
 DU1358  USGS QUAD   -  BUCKHORN (1982)
 DU1358
 DU1358                         *CURRENT SURVEY CONTROL
 DU1358  ___________________________________________________________________
 DU1358* NAD 83(1986)-  33 28 54.     (N)    111 41 02.     (W)     SCALED    
 DU1358* NAVD 88     -       477.66   (+/-2cm)    1567.1    (feet)  VERTCON   
 DU1358  ___________________________________________________________________
 DU1358  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1358  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1358
 DU1358.The horizontal coordinates were scaled from a topographic map and have
 DU1358.an estimated accuracy of +/- 6 seconds.
 DU1358
 DU1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1358.The vertical order pertains to the NGVD 29 superseded value.
 DU1358
 DU1358.The geoid height was determined by GEOID03.
 DU1358
 DU1358;                    North         East    Units  Estimated Accuracy
 DU1358;SPC AZ C     -   275,190.      234,990.      MT  (+/- 180 meters Scaled)
 DU1358
 DU1358                          SUPERSEDED SURVEY CONTROL
 DU1358
 DU1358  NGVD 29 (??/??/92)  477.078  (m)         1565.21   (f) ADJ UNCH    1 1
 DU1358
 DU1358.Superseded values are not recommended for survey control.
 DU1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1358.See file dsdata.txt to determine how the superseded data were derived.
 DU1358
 DU1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364048(NAD 83)
 DU1358_MARKER: DD = SURVEY DISK
 DU1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1358_SP_SET: CULVERT
 DU1358_STAMPING: 1262-39
 DU1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1358
 DU1358  HISTORY     - Date     Condition        Report By
 DU1358  HISTORY     - UNK      MONUMENTED       AZDT
 DU1358  HISTORY     - 1975     GOOD             NGS
 DU1358  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1358
 DU1358                          STATION DESCRIPTION
 DU1358
 DU1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1358'13.15 MI NE FROM MESA.
 DU1358'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1358'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1358'RD., CONTINUE NORTH ON BUSH HWY FOR 1.05 MILES TO STATION ON THE RIGHT
 DU1358'(EAST).  THE STATION IS A AHD DISK SET IN THE TOP AND CENTER OF A 10
 DU1358'FOOT CONCRETE HEADWALL AND IS 25 FEET AND A LITTLE LOWER THAN HIGHWAY
 DU1358'CENTERLINE.  SECTION 30, T 2N, R 7E.
 DU1358
 DU1358                          STATION RECOVERY (2006)
 DU1358
 DU1358'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1358'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1358'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1358'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1704 ***********************************************************************
 DU1704  DESIGNATION -  1262 4
 DU1704  PID         -  DU1704
 DU1704  STATE/COUNTY-  AZ/MARICOPA
 DU1704  USGS QUAD   -  TEMPE (1982)
 DU1704
 DU1704                         *CURRENT SURVEY CONTROL
 DU1704  ___________________________________________________________________
 DU1704* NAD 83(1986)-  33 23 33.     (N)    111 57 05.     (W)     SCALED    
 DU1704* NAVD 88     -       355.063  (meters)    1164.90   (feet)  ADJUSTED  
 DU1704  ___________________________________________________________________
 DU1704  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1704  DYNAMIC HT  -         354.655 (meters)    1163.56  (feet)  COMP
 DU1704  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DU1704
 DU1704  VERT ORDER  -  SECOND    CLASS I
 DU1704
 DU1704.The horizontal coordinates were scaled from a topographic map and have
 DU1704.an estimated accuracy of +/- 6 seconds.
 DU1704
 DU1704.The orthometric height was determined by differential leveling
 DU1704.and adjusted in January 1998.
 DU1704
 DU1704.The geoid height was determined by GEOID03.
 DU1704
 DU1704.The dynamic height is computed by dividing the NAVD 88
 DU1704.geopotential number by the normal gravity value computed on the
 DU1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1704.degrees latitude (g = 980.6199 gals.).
 DU1704
 DU1704.The modeled gravity was interpolated from observed gravity values.
 DU1704
 DU1704;                    North         East    Units  Estimated Accuracy
 DU1704;SPC AZ C     -   265,280.      210,130.      MT  (+/- 180 meters Scaled)
 DU1704
 DU1704                          SUPERSEDED SURVEY CONTROL
 DU1704
 DU1704  NAVD 88 (11/29/93)  355.062  (m)         1164.90   (f) UNKNOWN     2 1
 DU1704
 DU1704.Superseded values are not recommended for survey control.
 DU1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1704.See file dsdata.txt to determine how the superseded data were derived.
 DU1704
 DU1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB115952(NAD 83)
 DU1704_MARKER: DB = BENCH MARK DISK
 DU1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1704_SP_SET: CONCRETE POST
 DU1704_MARK LOGO: AZ-013
 DU1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1704+STABILITY: SURFACE MOTION
 DU1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1704+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1704
 DU1704  HISTORY     - Date     Condition        Report By
 DU1704  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1704  HISTORY     - 1981     GOOD             AZDT
 DU1704  HISTORY     - 20080914 GOOD             GEOCAC
 DU1704
 DU1704                          STATION DESCRIPTION
 DU1704
 DU1704'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1704'IN TEMPE.
 DU1704'IN TEMPE, 3 MI (4.83 KM) WEST OF THE INTERSECTION OF SOUTHERN AVENUE
 DU1704'AND RURAL ROAD, IN INTERSECTION OF SOUTHERN AVENUE AND HARDY DRIVE, A
 DU1704'STANDARD MARICOPA COUNTY BRASS CAP SET IN SURVEY WELL 0.3 FT
 DU1704'(9.14 CM) DOWN.  NOTE--THE MARK IS NOT STAMPED.
 DU1704
 DU1704                          STATION RECOVERY (2008)
 DU1704
 DU1704'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1704'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1704'23.570' W111 57.127'. THE MARK IS IN THE WEST CROSSWALK AT THE
 DU1704'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1357 ***********************************************************************
 DU1357  DESIGNATION -  1262 40
 DU1357  PID         -  DU1357
 DU1357  STATE/COUNTY-  AZ/MARICOPA
 DU1357  USGS QUAD   -  BUCKHORN (1982)
 DU1357
 DU1357                         *CURRENT SURVEY CONTROL
 DU1357  ___________________________________________________________________
 DU1357* NAD 83(1986)-  33 29 00.     (N)    111 41 02.     (W)     SCALED    
 DU1357* NAVD 88     -       478.23   (+/-2cm)    1569.0    (feet)  VERTCON   
 DU1357  ___________________________________________________________________
 DU1357  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1357  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1357
 DU1357.The horizontal coordinates were scaled from a topographic map and have
 DU1357.an estimated accuracy of +/- 6 seconds.
 DU1357
 DU1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1357.The vertical order pertains to the NGVD 29 superseded value.
 DU1357
 DU1357.The geoid height was determined by GEOID03.
 DU1357
 DU1357;                    North         East    Units  Estimated Accuracy
 DU1357;SPC AZ C     -   275,380.      234,990.      MT  (+/- 180 meters Scaled)
 DU1357
 DU1357                          SUPERSEDED SURVEY CONTROL
 DU1357
 DU1357  NGVD 29 (??/??/92)  477.647  (m)         1567.08   (f) ADJ UNCH    1 1
 DU1357
 DU1357.Superseded values are not recommended for survey control.
 DU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1357.See file dsdata.txt to determine how the superseded data were derived.
 DU1357
 DU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364050(NAD 83)
 DU1357_MARKER: DD = SURVEY DISK
 DU1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1357_SP_SET: CULVERT
 DU1357_STAMPING: 1262-40
 DU1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1357
 DU1357  HISTORY     - Date     Condition        Report By
 DU1357  HISTORY     - UNK      MONUMENTED       AZHD
 DU1357  HISTORY     - 1975     GOOD             NGS
 DU1357  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1357
 DU1357                          STATION DESCRIPTION
 DU1357
 DU1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1357'13.2 MI NE FROM MESA.
 DU1357'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1357'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1357'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.1 MILES TO STATION ON THE
 DU1357'RIGHT (EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF AN
 DU1357'10 FOOT CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST AND LOWER THAN
 DU1357'HWY. CENTERLINE.  SECTION 30, T 2N, R 7E.
 DU1357
 DU1357                          STATION RECOVERY (2006)
 DU1357
 DU1357'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1357'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1357'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1357'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1356 ***********************************************************************
 DU1356  DESIGNATION -  1262 41
 DU1356  PID         -  DU1356
 DU1356  STATE/COUNTY-  AZ/MARICOPA
 DU1356  USGS QUAD   -  BUCKHORN (1982)
 DU1356
 DU1356                         *CURRENT SURVEY CONTROL
 DU1356  ___________________________________________________________________
 DU1356* NAD 83(1986)-  33 29 00.     (N)    111 41 02.     (W)     SCALED    
 DU1356* NAVD 88     -       479.25   (+/-2cm)    1572.3    (feet)  VERTCON   
 DU1356  ___________________________________________________________________
 DU1356  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1356  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1356
 DU1356.The horizontal coordinates were scaled from a topographic map and have
 DU1356.an estimated accuracy of +/- 6 seconds.
 DU1356
 DU1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1356.The vertical order pertains to the NGVD 29 superseded value.
 DU1356
 DU1356.The geoid height was determined by GEOID03.
 DU1356
 DU1356;                    North         East    Units  Estimated Accuracy
 DU1356;SPC AZ C     -   275,380.      234,990.      MT  (+/- 180 meters Scaled)
 DU1356
 DU1356                          SUPERSEDED SURVEY CONTROL
 DU1356
 DU1356  NGVD 29 (??/??/92)  478.672  (m)         1570.44   (f) ADJ UNCH    1 1
 DU1356
 DU1356.Superseded values are not recommended for survey control.
 DU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1356.See file dsdata.txt to determine how the superseded data were derived.
 DU1356
 DU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364050(NAD 83)
 DU1356_MARKER: DD = SURVEY DISK
 DU1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1356_SP_SET: CULVERT
 DU1356_STAMPING: 1262-41
 DU1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1356
 DU1356  HISTORY     - Date     Condition        Report By
 DU1356  HISTORY     - UNK      MONUMENTED       AZHD
 DU1356  HISTORY     - 1975     GOOD             NGS
 DU1356  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1356
 DU1356                          STATION DESCRIPTION
 DU1356
 DU1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1356'13.3 MI NE FROM MESA.
 DU1356'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89, FROM DOWNTOWN
 DU1356'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1356'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.2 MILES AND THE STATION ON THE
 DU1356'RIGHT (EAST).  THE MARK IS A AHD DISK SET IN THE TOP AND CENTER OF A
 DU1356'CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST AND A LITTLE LOWER THAN
 DU1356'HWY. CENTERLINE.  SECTION 30, T 2N, R 7E.
 DU1356
 DU1356                          STATION RECOVERY (2006)
 DU1356
 DU1356'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1356'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1356'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1356'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1355 ***********************************************************************
 DU1355  DESIGNATION -  1262 42
 DU1355  PID         -  DU1355
 DU1355  STATE/COUNTY-  AZ/MARICOPA
 DU1355  USGS QUAD   -  BUCKHORN (1982)
 DU1355
 DU1355                         *CURRENT SURVEY CONTROL
 DU1355  ___________________________________________________________________
 DU1355* NAD 83(1986)-  33 29 06.     (N)    111 41 02.     (W)     SCALED    
 DU1355* NAVD 88     -       479.77   (+/-2cm)    1574.0    (feet)  VERTCON   
 DU1355  ___________________________________________________________________
 DU1355  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1355  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1355
 DU1355.The horizontal coordinates were scaled from a topographic map and have
 DU1355.an estimated accuracy of +/- 6 seconds.
 DU1355
 DU1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1355.The vertical order pertains to the NGVD 29 superseded value.
 DU1355
 DU1355.The geoid height was determined by GEOID03.
 DU1355
 DU1355;                    North         East    Units  Estimated Accuracy
 DU1355;SPC AZ C     -   275,560.      234,990.      MT  (+/- 180 meters Scaled)
 DU1355
 DU1355                          SUPERSEDED SURVEY CONTROL
 DU1355
 DU1355  NGVD 29 (??/??/92)  479.188  (m)         1572.14   (f) ADJ UNCH    1 1
 DU1355
 DU1355.Superseded values are not recommended for survey control.
 DU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1355.See file dsdata.txt to determine how the superseded data were derived.
 DU1355
 DU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364052(NAD 83)
 DU1355_MARKER: DD = SURVEY DISK
 DU1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1355_SP_SET: CULVERT
 DU1355_STAMPING: 1262-42
 DU1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1355
 DU1355  HISTORY     - Date     Condition        Report By
 DU1355  HISTORY     - UNK      MONUMENTED       AZDT
 DU1355  HISTORY     - 1975     GOOD             NGS
 DU1355  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1355
 DU1355                          STATION DESCRIPTION
 DU1355
 DU1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1355'13.35 MI NE FROM MESA.
 DU1355'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1355'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1355'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.25 MILES TO THE STATION ON THE
 DU1355'RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE BELOW THE HWY.
 DU1355'CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 12 FOOT CONCRETE
 DU1355'CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
 DU1355
 DU1355                          STATION RECOVERY (2006)
 DU1355
 DU1355'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1355'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1355'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1355'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1354 ***********************************************************************
 DU1354  DESIGNATION -  1262 43
 DU1354  PID         -  DU1354
 DU1354  STATE/COUNTY-  AZ/MARICOPA
 DU1354  USGS QUAD   -  BUCKHORN (1982)
 DU1354
 DU1354                         *CURRENT SURVEY CONTROL
 DU1354  ___________________________________________________________________
 DU1354* NAD 83(1986)-  33 29 12.     (N)    111 41 02.     (W)     SCALED    
 DU1354* NAVD 88     -       479.81   (+/-2cm)    1574.2    (feet)  VERTCON   
 DU1354  ___________________________________________________________________
 DU1354  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1354  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1354
 DU1354.The horizontal coordinates were scaled from a topographic map and have
 DU1354.an estimated accuracy of +/- 6 seconds.
 DU1354
 DU1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1354.The vertical order pertains to the NGVD 29 superseded value.
 DU1354
 DU1354.The geoid height was determined by GEOID03.
 DU1354
 DU1354;                    North         East    Units  Estimated Accuracy
 DU1354;SPC AZ C     -   275,750.      234,990.      MT  (+/- 180 meters Scaled)
 DU1354
 DU1354                          SUPERSEDED SURVEY CONTROL
 DU1354
 DU1354  NGVD 29 (??/??/92)  479.228  (m)         1572.27   (f) ADJ UNCH    1 1
 DU1354
 DU1354.Superseded values are not recommended for survey control.
 DU1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1354.See file dsdata.txt to determine how the superseded data were derived.
 DU1354
 DU1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364054(NAD 83)
 DU1354_MARKER: DD = SURVEY DISK
 DU1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1354_SP_SET: CULVERT
 DU1354_STAMPING: 1262-43
 DU1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1354
 DU1354  HISTORY     - Date     Condition        Report By
 DU1354  HISTORY     - UNK      MONUMENTED       AZDT
 DU1354  HISTORY     - 1975     GOOD             NGS
 DU1354  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1354
 DU1354                          STATION DESCRIPTION
 DU1354
 DU1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1354'13.5 MI NE FROM MESA.
 DU1354'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1354'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1354'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.4 MILES TO THE STATION ON THE
 DU1354'RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE BELOW THE HWY.
 DU1354'CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 8 FOOT CONCRETE
 DU1354'CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
 DU1354
 DU1354                          STATION RECOVERY (2006)
 DU1354
 DU1354'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1354'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1354'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1354'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1353 ***********************************************************************
 DU1353  DESIGNATION -  1262 44
 DU1353  PID         -  DU1353
 DU1353  STATE/COUNTY-  AZ/MARICOPA
 DU1353  USGS QUAD   -  BUCKHORN (1982)
 DU1353
 DU1353                         *CURRENT SURVEY CONTROL
 DU1353  ___________________________________________________________________
 DU1353* NAD 83(1986)-  33 29 12.     (N)    111 41 02.     (W)     SCALED    
 DU1353* NAVD 88     -       480.28   (+/-2cm)    1575.7    (feet)  VERTCON   
 DU1353  ___________________________________________________________________
 DU1353  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1353  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1353
 DU1353.The horizontal coordinates were scaled from a topographic map and have
 DU1353.an estimated accuracy of +/- 6 seconds.
 DU1353
 DU1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1353.The vertical order pertains to the NGVD 29 superseded value.
 DU1353
 DU1353.The geoid height was determined by GEOID03.
 DU1353
 DU1353;                    North         East    Units  Estimated Accuracy
 DU1353;SPC AZ C     -   275,750.      234,990.      MT  (+/- 180 meters Scaled)
 DU1353
 DU1353                          SUPERSEDED SURVEY CONTROL
 DU1353
 DU1353  NGVD 29 (??/??/92)  479.699  (m)         1573.81   (f) ADJ UNCH    1 1
 DU1353
 DU1353.Superseded values are not recommended for survey control.
 DU1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1353.See file dsdata.txt to determine how the superseded data were derived.
 DU1353
 DU1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364054(NAD 83)
 DU1353_MARKER: DD = SURVEY DISK
 DU1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1353_SP_SET: CULVERT
 DU1353_STAMPING: 1262-44
 DU1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1353
 DU1353  HISTORY     - Date     Condition        Report By
 DU1353  HISTORY     - UNK      MONUMENTED       AZDT
 DU1353  HISTORY     - 1975     GOOD             NGS
 DU1353  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1353
 DU1353                          STATION DESCRIPTION
 DU1353
 DU1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1353'13.55 MI NE FROM MESA.
 DU1353'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1353'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FT. FOR 3.4 MILES TO
 DU1353'MCDOWELL ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.45 MILES TO THE
 DU1353'STATION ON THE RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE
 DU1353'BELOW THE HWY. CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 8
 DU1353'FOOT CONCRETE CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
 DU1353
 DU1353                          STATION RECOVERY (2006)
 DU1353
 DU1353'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1353'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1353'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1353'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1352 ***********************************************************************
 DU1352  DESIGNATION -  1262 45
 DU1352  PID         -  DU1352
 DU1352  STATE/COUNTY-  AZ/MARICOPA
 DU1352  USGS QUAD   -  BUCKHORN (1982)
 DU1352
 DU1352                         *CURRENT SURVEY CONTROL
 DU1352  ___________________________________________________________________
 DU1352* NAD 83(1986)-  33 29 18.     (N)    111 41 02.     (W)     SCALED    
 DU1352* NAVD 88     -       480.28   (+/-2cm)    1575.7    (feet)  VERTCON   
 DU1352  ___________________________________________________________________
 DU1352  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1352  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1352
 DU1352.The horizontal coordinates were scaled from a topographic map and have
 DU1352.an estimated accuracy of +/- 6 seconds.
 DU1352
 DU1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1352.The vertical order pertains to the NGVD 29 superseded value.
 DU1352
 DU1352.The geoid height was determined by GEOID03.
 DU1352
 DU1352;                    North         East    Units  Estimated Accuracy
 DU1352;SPC AZ C     -   275,930.      234,990.      MT  (+/- 180 meters Scaled)
 DU1352
 DU1352                          SUPERSEDED SURVEY CONTROL
 DU1352
 DU1352  NGVD 29 (??/??/92)  479.701  (m)         1573.82   (f) ADJ UNCH    1 1
 DU1352
 DU1352.Superseded values are not recommended for survey control.
 DU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1352.See file dsdata.txt to determine how the superseded data were derived.
 DU1352
 DU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364056(NAD 83)
 DU1352_MARKER: DD = SURVEY DISK
 DU1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1352_SP_SET: CULVERT
 DU1352_STAMPING: 1262-45
 DU1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1352
 DU1352  HISTORY     - Date     Condition        Report By
 DU1352  HISTORY     - UNK      MONUMENTED       AZDT
 DU1352  HISTORY     - 1975     GOOD             NGS
 DU1352  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1352
 DU1352                          STATION DESCRIPTION
 DU1352
 DU1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1352'13.58 MI NE FROM MESA.
 DU1352'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1352'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1352'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.48 MILES TO THE STATION ON THE
 DU1352'RIGHT (EAST).  THE STATION IS 25 FEET EAST AND A LITTLE BELOW THE HWY.
 DU1352'CENTERLINE AND IS SET IN THE TOP AND CENTER OF AN 8 FOOT CONCRETE
 DU1352'CULVERT HEADWALL.  SECTION 25, T 2N, R 6E.
 DU1352
 DU1352                          STATION RECOVERY (2006)
 DU1352
 DU1352'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1352'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1352'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1352'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1350 ***********************************************************************
 DU1350  DESIGNATION -  1262 46
 DU1350  PID         -  DU1350
 DU1350  STATE/COUNTY-  AZ/MARICOPA
 DU1350  USGS QUAD   -  BUCKHORN (1982)
 DU1350
 DU1350                         *CURRENT SURVEY CONTROL
 DU1350  ___________________________________________________________________
 DU1350* NAD 83(1986)-  33 29 18.     (N)    111 41 02.     (W)     SCALED    
 DU1350* NAVD 88     -       480.14   (+/-2cm)    1575.3    (feet)  VERTCON   
 DU1350  ___________________________________________________________________
 DU1350  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1350  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1350
 DU1350.The horizontal coordinates were scaled from a topographic map and have
 DU1350.an estimated accuracy of +/- 6 seconds.
 DU1350
 DU1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1350.The vertical order pertains to the NGVD 29 superseded value.
 DU1350
 DU1350.The geoid height was determined by GEOID03.
 DU1350
 DU1350;                    North         East    Units  Estimated Accuracy
 DU1350;SPC AZ C     -   275,930.      234,990.      MT  (+/- 180 meters Scaled)
 DU1350
 DU1350                          SUPERSEDED SURVEY CONTROL
 DU1350
 DU1350  NGVD 29 (??/??/92)  479.563  (m)         1573.37   (f) ADJ UNCH    1 1
 DU1350
 DU1350.Superseded values are not recommended for survey control.
 DU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1350.See file dsdata.txt to determine how the superseded data were derived.
 DU1350
 DU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364056(NAD 83)
 DU1350_MARKER: DD = SURVEY DISK
 DU1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1350_SP_SET: CULVERT
 DU1350_STAMPING: 1262-46 P M 1973
 DU1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1350
 DU1350  HISTORY     - Date     Condition        Report By
 DU1350  HISTORY     - 1973     MONUMENTED       AZHD
 DU1350  HISTORY     - 1975     GOOD             NGS
 DU1350  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1350
 DU1350                          STATION DESCRIPTION
 DU1350
 DU1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1350'13.65 MI NE FROM MESA.
 DU1350'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1350'MESA TO BUSH HWY., THENCE NORTH BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1350'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.55 MILES TO THE STATION ON THE
 DU1350'RIGHT (EAST).  STATION IS A AHD DISK SET IN THE TOP AND CENTER OF AN 8
 DU1350'FOOT CONCRETE CULVERT HEADWALL AND IS 25 FEET EAST AND LOWER THAN
 DU1350'CENTERLINE OF HWY.  SECTION 30, T 2N, R 7E.
 DU1350
 DU1350                          STATION RECOVERY (2006)
 DU1350
 DU1350'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1350'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1350'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1350'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1349 ***********************************************************************
 DU1349  DESIGNATION -  1262 47
 DU1349  PID         -  DU1349
 DU1349  STATE/COUNTY-  AZ/MARICOPA
 DU1349  USGS QUAD   -  BUCKHORN (1982)
 DU1349
 DU1349                         *CURRENT SURVEY CONTROL
 DU1349  ___________________________________________________________________
 DU1349* NAD 83(1986)-  33 29 24.     (N)    111 41 02.     (W)     SCALED    
 DU1349* NAVD 88     -       479.02   (+/-2cm)    1571.6    (feet)  VERTCON   
 DU1349  ___________________________________________________________________
 DU1349  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1349  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1349
 DU1349.The horizontal coordinates were scaled from a topographic map and have
 DU1349.an estimated accuracy of +/- 6 seconds.
 DU1349
 DU1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1349.The vertical order pertains to the NGVD 29 superseded value.
 DU1349
 DU1349.The geoid height was determined by GEOID03.
 DU1349
 DU1349;                    North         East    Units  Estimated Accuracy
 DU1349;SPC AZ C     -   276,120.      234,990.      MT  (+/- 180 meters Scaled)
 DU1349
 DU1349                          SUPERSEDED SURVEY CONTROL
 DU1349
 DU1349  NGVD 29 (??/??/92)  478.442  (m)         1569.69   (f) ADJ UNCH    1 1
 DU1349
 DU1349.Superseded values are not recommended for survey control.
 DU1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1349.See file dsdata.txt to determine how the superseded data were derived.
 DU1349
 DU1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364058(NAD 83)
 DU1349_MARKER: DD = SURVEY DISK
 DU1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1349_SP_SET: CULVERT
 DU1349_STAMPING: 1262-47 P M 1973
 DU1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1349
 DU1349  HISTORY     - Date     Condition        Report By
 DU1349  HISTORY     - 1973     MONUMENTED       AZDT
 DU1349  HISTORY     - 1975     GOOD             NGS
 DU1349  HISTORY     - 1975     GOOD             NGS
 DU1349  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1349
 DU1349                          STATION DESCRIPTION
 DU1349
 DU1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1349'13.75 MI NE FROM MESA.
 DU1349'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1349'MESA TO BUSH HWY, THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1349'ROAD, CONTINUE NORTH ON BUSH HWY FOR 1.65 MILES AND THE MARK ON THE
 DU1349'RIGHT (EAST).  THE MARK IS AN AHD DISK AND IS SET IN THE TOP AND
 DU1349'CENTER OF A 6 FEET CONCRETE CULVERT HEADWALL 25 FEET EAST OF
 DU1349'CENTERLINE AND A LITTLE LOWER THAN ROADWAY.  SECTION 30, T 2N, R 7E.
 DU1349
 DU1349                          STATION RECOVERY (1975)
 DU1349
 DU1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1349'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1349'MESA TO BUSH HWY, THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1349'ROAD, CONTINUE NORTH ON BUSH HWY FOR 1.65 MILES AND THE MARK ON THE
 DU1349'RIGHT (EAST).  THE MARK IS AN AHD DISK AND IS SET IN THE TOP AND
 DU1349'CENTER OF A 6 FEET CONCRETE CULVERT HEADWALL 25 FEET EAST OF
 DU1349'CENTERLINE AND A LITTLE LOWER THAN ROADWAY.  SECTION 30, T 2N, R 7E.
 DU1349
 DU1349                          STATION RECOVERY (2006)
 DU1349
 DU1349'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1349'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1349'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1349'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1701 ***********************************************************************
 DU1701  DESIGNATION -  1262 5
 DU1701  PID         -  DU1701
 DU1701  STATE/COUNTY-  AZ/MARICOPA
 DU1701  USGS QUAD   -  TEMPE (1982)
 DU1701
 DU1701                         *CURRENT SURVEY CONTROL
 DU1701  ___________________________________________________________________
 DU1701* NAD 83(1986)-  33 23 34.     (N)    111 56 24.     (W)     SCALED    
 DU1701* NAVD 88     -       357.456  (meters)    1172.75   (feet)  ADJUSTED  
 DU1701  ___________________________________________________________________
 DU1701  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1701  DYNAMIC HT  -         357.044 (meters)    1171.40  (feet)  COMP
 DU1701  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 DU1701
 DU1701  VERT ORDER  -  SECOND    CLASS I
 DU1701
 DU1701.The horizontal coordinates were scaled from a topographic map and have
 DU1701.an estimated accuracy of +/- 6 seconds.
 DU1701
 DU1701.The orthometric height was determined by differential leveling
 DU1701.and adjusted in January 1998.
 DU1701
 DU1701.The geoid height was determined by GEOID03.
 DU1701
 DU1701.The dynamic height is computed by dividing the NAVD 88
 DU1701.geopotential number by the normal gravity value computed on the
 DU1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1701.degrees latitude (g = 980.6199 gals.).
 DU1701
 DU1701.The modeled gravity was interpolated from observed gravity values.
 DU1701
 DU1701;                    North         East    Units  Estimated Accuracy
 DU1701;SPC AZ C     -   265,310.      211,190.      MT  (+/- 180 meters Scaled)
 DU1701
 DU1701                          SUPERSEDED SURVEY CONTROL
 DU1701
 DU1701  NAVD 88 (11/29/93)  357.452  (m)         1172.74   (f) UNKNOWN     2 1
 DU1701
 DU1701.Superseded values are not recommended for survey control.
 DU1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1701.See file dsdata.txt to determine how the superseded data were derived.
 DU1701
 DU1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB125952(NAD 83)
 DU1701_MARKER: DB = BENCH MARK DISK
 DU1701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1701_SP_SET: CONCRETE CURB
 DU1701_STAMPING: 1262-5
 DU1701_MARK LOGO: AZDT  
 DU1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1701
 DU1701  HISTORY     - Date     Condition        Report By
 DU1701  HISTORY     - UNK      MONUMENTED       AZDT
 DU1701  HISTORY     - 1981     GOOD             AZDT
 DU1701  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DU1701
 DU1701                          STATION DESCRIPTION
 DU1701
 DU1701'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1701'IN TEMPE.
 DU1701'IN TEMPE, 0.9 MI (1.45 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1701'TO THE INTERSECTION OF MILL AVENUE AND THE MARK ON THE SOUTHEAST
 DU1701'CORNER, A STANDARD AZDT BRASS CAP EPOXIED ON THE SOUTH END OF THE CURB
 DU1701'RADIUS ON THE WEST SIDE OF MILL AVENUE, 6 FT (1.82 METERS) EAST OF A
 DU1701'TRAFFIC LIGHT POLE.
 DU1701
 DU1701                          STATION RECOVERY (2006)
 DU1701
 DU1701'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1701'THE DESCRIPTION CONTRADICTS ITSELF, STATING THAT THE MARK IS ON THE
 DU1701'SOUTHEAST CORNER, YET WEST OF MILL AVENUE.
 DU1701'THERE HAS BEEN CONSTRUCTION ON THE SOUTHEAST CORNER TO ACCOMODATE A
 DU1701'BUS PULLOUT ON SOUTHERN. THE SIDEWALK AND CURB THERE ARE DATED 2006.
 DU1701' 
 DU1701'NO EVIDENCE OF THE MARK WAS FOUND ON THE WEST SIDE, THE SIDEWALK AND
 DU1701'CURB THERE ARE DATED 1998.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1538 ***********************************************************************
 DU1538  DESIGNATION -  1262 50
 DU1538  PID         -  DU1538
 DU1538  STATE/COUNTY-  AZ/MARICOPA
 DU1538  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1538
 DU1538                         *CURRENT SURVEY CONTROL
 DU1538  ___________________________________________________________________
 DU1538* NAD 83(1986)-  33 30 24.     (N)    111 41 02.     (W)     SCALED    
 DU1538* NAVD 88     -       450.95   (+/-2cm)    1479.5    (feet)  VERTCON   
 DU1538  ___________________________________________________________________
 DU1538  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1538  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1538
 DU1538.The horizontal coordinates were scaled from a topographic map and have
 DU1538.an estimated accuracy of +/- 6 seconds.
 DU1538
 DU1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1538.The vertical order pertains to the NGVD 29 superseded value.
 DU1538
 DU1538.The geoid height was determined by GEOID03.
 DU1538
 DU1538;                    North         East    Units  Estimated Accuracy
 DU1538;SPC AZ C     -   277,960.      234,990.      MT  (+/- 180 meters Scaled)
 DU1538
 DU1538                          SUPERSEDED SURVEY CONTROL
 DU1538
 DU1538  NGVD 29 (??/??/92)  450.368  (m)         1477.58   (f) ADJ UNCH    1 1
 DU1538
 DU1538.Superseded values are not recommended for survey control.
 DU1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1538.See file dsdata.txt to determine how the superseded data were derived.
 DU1538
 DU1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364076(NAD 83)
 DU1538_MARKER: B = BOLT
 DU1538_SETTING: 0 = UNSPECIFIED SETTING
 DU1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1538
 DU1538  HISTORY     - Date     Condition        Report By
 DU1538  HISTORY     - UNK      MONUMENTED       AZDT
 DU1538  HISTORY     - 1975     GOOD             NGS
 DU1538  HISTORY     - 20061228 MARK NOT FOUND   GEOCAC
 DU1538
 DU1538                          STATION DESCRIPTION
 DU1538
 DU1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1538'14.9 MI NE FROM MESA.
 DU1538'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1538'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 6.18
 DU1538'MILES AND THE STATION ON THE RIGHT.  THE MARK IS AT THE NORTH END OF A
 DU1538'HIGHWAY CUT, 40 FEET EAST OF THE CENTERLINE OF BUSH HIGHWAY AND 30
 DU1538'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD LEADING TO THE R/W FENCE.
 DU1538
 DU1538                          STATION RECOVERY (2006)
 DU1538
 DU1538'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1538'DID NOT FIND THE MARK. THE TRACK ROAD THAT RUNS NORTH OF THE HIGHWAY
 DU1538'CUT HAS BEEN CONVERTED TO A TRAIL. THE AREA THAT IS 30 FEET SOUTH OF
 DU1538'THE CENTERLINE OF THE TRAIL AND 40 EAST OF BUSH HIGHWAY IS A ROCK
 DU1538'OUTCROPPING WITH A MIXTURE OF SMALL SHRUBS AND TREES AND A LIGHT
 DU1538'COVERING OF DIRT. SEARCHED THIS AREA WITH A METAL DETECTOR AND PROBED
 DU1538'SOME AREAS IN THE GROUND BUT DID NOT DETECT THE BOLT.
 DU1538' 
 DU1538'SINCE THE OLD TRACK ROAD IS NO LONGER IN THE AREA IT WAS DIFFICULT TO
 DU1538'JUDGE THE EXACT AREA TO SEARCH IN THE HIGHWAY CUT AND THE BOLT MAY
 DU1538'STILL BE HIDDEN AMONG THE VEGETATION OR UNDER THE DIRT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1699 ***********************************************************************
 DU1699  DESIGNATION -  1262 6
 DU1699  PID         -  DU1699
 DU1699  STATE/COUNTY-  AZ/MARICOPA
 DU1699  USGS QUAD   -  TEMPE (1982)
 DU1699
 DU1699                         *CURRENT SURVEY CONTROL
 DU1699  ___________________________________________________________________
 DU1699* NAD 83(1986)-  33 23 36.     (N)    111 55 49.     (W)     SCALED    
 DU1699* NAVD 88     -       358.788  (meters)    1177.12   (feet)  ADJUSTED  
 DU1699  ___________________________________________________________________
 DU1699  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1699  DYNAMIC HT  -         358.374 (meters)    1175.77  (feet)  COMP
 DU1699  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DU1699
 DU1699  VERT ORDER  -  SECOND    CLASS I
 DU1699
 DU1699.The horizontal coordinates were scaled from a topographic map and have
 DU1699.an estimated accuracy of +/- 6 seconds.
 DU1699
 DU1699.The orthometric height was determined by differential leveling
 DU1699.and adjusted in January 1998.
 DU1699
 DU1699.The geoid height was determined by GEOID03.
 DU1699
 DU1699.The dynamic height is computed by dividing the NAVD 88
 DU1699.geopotential number by the normal gravity value computed on the
 DU1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1699.degrees latitude (g = 980.6199 gals.).
 DU1699
 DU1699.The modeled gravity was interpolated from observed gravity values.
 DU1699
 DU1699;                    North         East    Units  Estimated Accuracy
 DU1699;SPC AZ C     -   265,370.      212,090.      MT  (+/- 180 meters Scaled)
 DU1699
 DU1699                          SUPERSEDED SURVEY CONTROL
 DU1699
 DU1699  NAVD 88 (11/29/93)  358.781  (m)         1177.10   (f) UNKNOWN     2 1
 DU1699
 DU1699.Superseded values are not recommended for survey control.
 DU1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1699.See file dsdata.txt to determine how the superseded data were derived.
 DU1699
 DU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB134952(NAD 83)
 DU1699_MARKER: DB = BENCH MARK DISK
 DU1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1699_SP_SET: CONCRETE CURB
 DU1699_STAMPING: 1262-6
 DU1699_MARK LOGO: AZDT  
 DU1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1699+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 DU1699
 DU1699  HISTORY     - Date     Condition        Report By
 DU1699  HISTORY     - UNK      MONUMENTED       AZDT
 DU1699  HISTORY     - 1981     GOOD             AZDT
 DU1699  HISTORY     - 20040324 GOOD             USPSQD
 DU1699  HISTORY     - 20060726 GOOD             USPSQD
 DU1699  HISTORY     - 20070928 GOOD             GEOCAC
 DU1699
 DU1699                          STATION DESCRIPTION
 DU1699
 DU1699'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1699'IN TEMPE.
 DU1699'IN TEMPE, FROM THE INTERSECTION OF SOUTHERN AVENUE AND RURAL ROAD
 DU1699'TRAVEL WEST ON SOUTHERN AVENUE FOR 0.25 MI (0.40 KM) TO THE MARK ON
 DU1699'THE LEFT, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTHERN AND
 DU1699'MCALLISTER AVENUE, 40 FT (12.19 METERS) EAST OF THE CENTERLINE OF
 DU1699'MCALLISTER AVENUE, ON THE SOUTH CURB OF SOUTHERN AVENUE, A STANDARD
 DU1699'AZDT BRASS CAP EPOXIED ON CURB.
 DU1699
 DU1699                          STATION RECOVERY (2004)
 DU1699
 DU1699'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1699'RECOVERED A DESCRIBED AND IN GOOD CONDITION.
 DU1699
 DU1699                          STATION RECOVERY (2006)
 DU1699
 DU1699'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DU1699'RECOVERED AS DESCRIBED.
 DU1699
 DU1699                          STATION RECOVERY (2007)
 DU1699
 DU1699'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1699'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU1699'COORDINATES
 DU1699'33 23 34.3 (N)   111 55 49.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1698 ***********************************************************************
 DU1698  DESIGNATION -  1262 7
 DU1698  PID         -  DU1698
 DU1698  STATE/COUNTY-  AZ/MARICOPA
 DU1698  USGS QUAD   -  TEMPE (1982)
 DU1698
 DU1698                         *CURRENT SURVEY CONTROL
 DU1698  ___________________________________________________________________
 DU1698* NAD 83(1986)-  33 23 34.     (N)    111 55 37.     (W)     SCALED    
 DU1698* NAVD 88     -       359.493  (meters)    1179.44   (feet)  ADJUSTED  
 DU1698  ___________________________________________________________________
 DU1698  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1698  DYNAMIC HT  -         359.078 (meters)    1178.08  (feet)  COMP
 DU1698  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 DU1698
 DU1698  VERT ORDER  -  SECOND    CLASS I
 DU1698
 DU1698.The horizontal coordinates were scaled from a topographic map and have
 DU1698.an estimated accuracy of +/- 6 seconds.
 DU1698
 DU1698.The orthometric height was determined by differential leveling
 DU1698.and adjusted in January 1998.
 DU1698
 DU1698.The geoid height was determined by GEOID03.
 DU1698
 DU1698.The dynamic height is computed by dividing the NAVD 88
 DU1698.geopotential number by the normal gravity value computed on the
 DU1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1698.degrees latitude (g = 980.6199 gals.).
 DU1698
 DU1698.The modeled gravity was interpolated from observed gravity values.
 DU1698
 DU1698;                    North         East    Units  Estimated Accuracy
 DU1698;SPC AZ C     -   265,310.      212,400.      MT  (+/- 180 meters Scaled)
 DU1698
 DU1698                          SUPERSEDED SURVEY CONTROL
 DU1698
 DU1698  NAVD 88 (11/29/93)  359.486  (m)         1179.41   (f) UNKNOWN     2 1
 DU1698
 DU1698.Superseded values are not recommended for survey control.
 DU1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1698.See file dsdata.txt to determine how the superseded data were derived.
 DU1698
 DU1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB137952(NAD 83)
 DU1698_MARKER: DB = BENCH MARK DISK
 DU1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1698_SP_SET: CONCRETE CURB
 DU1698_STAMPING: 1262-7
 DU1698_MARK LOGO: AZDT  
 DU1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1698
 DU1698  HISTORY     - Date     Condition        Report By
 DU1698  HISTORY     - UNK      MONUMENTED       AZDT
 DU1698  HISTORY     - 1981     GOOD             AZDT
 DU1698  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1698  HISTORY     - 20070928 MARK NOT FOUND   GEOCAC
 DU1698
 DU1698                          STATION DESCRIPTION
 DU1698
 DU1698'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1698'IN TEMPE.
 DU1698'IN TEMPE, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1698'POWER ROAD, THENCE WEST 14 MI (22.53 KM) ALONG THE SUPERSTITION
 DU1698'FREEWAY TO RURAL ROAD, THENCE NORTH 0.5 MI (0.81 KM) TO THE
 DU1698'INTERSECTION OF RURAL ROAD AND SOUTHERN AVENUE AND THE MARK ON THE
 DU1698'SOUTHWEST CORNER, 10 FT (3.05 METERS) SOUTH OF THE SOUTH END OF CURB
 DU1698'RADIUS, 12 FT (3.66 METERS) SOUTH OF A TRAFFIC LIGHT POLE ON THE WEST
 DU1698'CURB OF RURAL ROAD, 40 FT (12.19 METERS) SOUTH OF THE SOUTH SIDE OF
 DU1698'SOUTHERN AVENUE, A STANDARD AZDT BRASS CAP EPOXIED ON THE SOUTHWEST
 DU1698'CURB, 8 MI (12.88 KM) WEST AND 0.50 MI (0.81 KM) NORTH OF THE
 DU1698'INTERSECTION OF GILBERT ROAD AND S.R. 360.
 DU1698
 DU1698                          STATION RECOVERY (1994)
 DU1698
 DU1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1698'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1698
 DU1698                          STATION RECOVERY (2007)
 DU1698
 DU1698'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1698'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND NEW CURBING
 DU1698'THAT WAS BUILT TO ACCOMMODATE A BUS STOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1319 ***********************************************************************
 DU1319  DESIGNATION -  1262 AA
 DU1319  PID         -  DU1319
 DU1319  STATE/COUNTY-  AZ/PINAL
 DU1319  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1319
 DU1319                         *CURRENT SURVEY CONTROL
 DU1319  ___________________________________________________________________
 DU1319* NAD 83(1986)-  33 24 34.     (N)    111 31 55.     (W)     SCALED    
 DU1319* NAVD 88     -       532.587  (meters)    1747.33   (feet)  ADJUSTED  
 DU1319  ___________________________________________________________________
 DU1319  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1319  DYNAMIC HT  -         531.936 (meters)    1745.19  (feet)  COMP
 DU1319  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 DU1319
 DU1319  VERT ORDER  -  FIRST     CLASS I
 DU1319
 DU1319.The horizontal coordinates were scaled from a topographic map and have
 DU1319.an estimated accuracy of +/- 6 seconds.
 DU1319
 DU1319.The orthometric height was determined by differential leveling
 DU1319.and adjusted in June 1991.
 DU1319
 DU1319.The geoid height was determined by GEOID03.
 DU1319
 DU1319.The dynamic height is computed by dividing the NAVD 88
 DU1319.geopotential number by the normal gravity value computed on the
 DU1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1319.degrees latitude (g = 980.6199 gals.).
 DU1319
 DU1319.The modeled gravity was interpolated from observed gravity values.
 DU1319
 DU1319;                    North         East    Units  Estimated Accuracy
 DU1319;SPC AZ C     -   267,220.      249,140.      MT  (+/- 180 meters Scaled)
 DU1319
 DU1319                          SUPERSEDED SURVEY CONTROL
 DU1319
 DU1319  NGVD 29 (??/??/92)  531.991  (m)         1745.37   (f) ADJ UNCH    1 1
 DU1319
 DU1319.Superseded values are not recommended for survey control.
 DU1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1319.See file dsdata.txt to determine how the superseded data were derived.
 DU1319
 DU1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB505968(NAD 83)
 DU1319_MARKER: DB = BENCH MARK DISK
 DU1319_SETTING: 66 = SET IN ROCK OUTCROP
 DU1319_SP_SET: ROCK OUTCROP
 DU1319_STAMPING: P AND M BM 1262-AA 73
 DU1319_MARK LOGO: AZHD  
 DU1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1319+STABILITY: POSITION/ELEVATION WELL
 DU1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1319+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2007
 DU1319
 DU1319  HISTORY     - Date     Condition        Report By
 DU1319  HISTORY     - 1973     MONUMENTED       AZHD
 DU1319  HISTORY     - 1981     GOOD             NGS
 DU1319  HISTORY     - 1984     GOOD             AZDT
 DU1319  HISTORY     - 19991120 GOOD             USPSQD
 DU1319  HISTORY     - 20020430 GOOD             INDIV
 DU1319  HISTORY     - 20070304 GOOD             GEOCAC
 DU1319
 DU1319                          STATION DESCRIPTION
 DU1319
 DU1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1319'1.9 KM (1.2 MI) SE FROM APACHE JUNCTION.
 DU1319'1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1319'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 0.3
 DU1319'KILOMETER ( 0.2 MILE) EAST ALONG BROADWAY STREET TO THE PRESBYTERIAN
 DU1319'CHURCH, THENCE 0.2 KILOMETER (0.1 MILE) NORTH THROUGH THE CHURCH
 DU1319'PARKING LOT TO THE OUTCROP KNOLL, IN TOP OF ROCK OUTCROP
 DU1319'37.3 METERS (123.5 FEET) EAST OF THE 25-FT. TALL WOODEN CROSS ON THE
 DU1319'EAST SIDE OF THE KNOLL, 11.8 METERS (38.7 FEET) NORTHWEST OF THE
 DU1319'CENTERLINE OF A TRAIL ROAD AND 39.0 METERS ( 128.0 FEET) EAST OF BM
 DU1319'1262-AB AZDT.
 DU1319'THE MARK IS 3 M BELOW THE BASE OF THE CROSS.
 DU1319
 DU1319                          STATION RECOVERY (1984)
 DU1319
 DU1319'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1319'RECOVERED IN GOOD CONDITION.
 DU1319
 DU1319                          STATION RECOVERY (1999)
 DU1319
 DU1319'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1319'RECOVERED IN GOOD CONDITION.
 DU1319
 DU1319                          STATION RECOVERY (2002)
 DU1319
 DU1319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1319'RECOVERED IN GOOD CONDITION.
 DU1319
 DU1319                          STATION RECOVERY (2007)
 DU1319
 DU1319'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1318 ***********************************************************************
 DU1318  DESIGNATION -  1262 AB
 DU1318  PID         -  DU1318
 DU1318  STATE/COUNTY-  AZ/PINAL
 DU1318  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1318
 DU1318                         *CURRENT SURVEY CONTROL
 DU1318  ___________________________________________________________________
 DU1318* NAD 83(1986)-  33 24 34.     (N)    111 31 57.     (W)     SCALED    
 DU1318* NAVD 88     -       536.074  (meters)    1758.77   (feet)  ADJUSTED  
 DU1318  ___________________________________________________________________
 DU1318  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1318  DYNAMIC HT  -         535.419 (meters)    1756.62  (feet)  COMP
 DU1318  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 DU1318
 DU1318  VERT ORDER  -  FIRST     CLASS I
 DU1318
 DU1318.The horizontal coordinates were scaled from a topographic map and have
 DU1318.an estimated accuracy of +/- 6 seconds.
 DU1318
 DU1318.The orthometric height was determined by differential leveling
 DU1318.and adjusted in June 1991.
 DU1318
 DU1318.The geoid height was determined by GEOID03.
 DU1318
 DU1318.The dynamic height is computed by dividing the NAVD 88
 DU1318.geopotential number by the normal gravity value computed on the
 DU1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1318.degrees latitude (g = 980.6199 gals.).
 DU1318
 DU1318.The modeled gravity was interpolated from observed gravity values.
 DU1318
 DU1318;                    North         East    Units  Estimated Accuracy
 DU1318;SPC AZ C     -   267,220.      249,090.      MT  (+/- 180 meters Scaled)
 DU1318
 DU1318                          SUPERSEDED SURVEY CONTROL
 DU1318
 DU1318  NGVD 29 (??/??/92)  535.478  (m)         1756.81   (f) ADJ UNCH    1 1
 DU1318
 DU1318.Superseded values are not recommended for survey control.
 DU1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1318.See file dsdata.txt to determine how the superseded data were derived.
 DU1318
 DU1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB504968(NAD 83)
 DU1318_MARKER: DB = BENCH MARK DISK
 DU1318_SETTING: 66 = SET IN ROCK OUTCROP
 DU1318_SP_SET: ROCK OUTCROP
 DU1318_STAMPING: P AND M BM 1262 AB 73
 DU1318_MARK LOGO: AZHD  
 DU1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1318+STABILITY: POSITION/ELEVATION WELL
 DU1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1318+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2007
 DU1318
 DU1318  HISTORY     - Date     Condition        Report By
 DU1318  HISTORY     - 1973     MONUMENTED       AZHD
 DU1318  HISTORY     - 1981     GOOD             NGS
 DU1318  HISTORY     - 1984     GOOD             AZDT
 DU1318  HISTORY     - 19991120 GOOD             USPSQD
 DU1318  HISTORY     - 20020430 GOOD             INDIV
 DU1318  HISTORY     - 20020519 GOOD             INDIV
 DU1318  HISTORY     - 20070304 GOOD             GEOCAC
 DU1318
 DU1318                          STATION DESCRIPTION
 DU1318
 DU1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1318'1.9 KM (1.2 MI) SE FROM APACHE JUNCTION.
 DU1318'1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1318'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 0.3
 DU1318'KILOMETER (0.2 MILE) EAST ALONG BROADWAY STREET TO THE UNITED
 DU1318'PRESBYTERIAN CHURCH, THENCE 0.2 KILOMETER (0.1 MILE) NORTH THROUGH
 DU1318'THE CHURCH PARKING LOT TO THE OUTCROP KNOLL, IN TOP OF
 DU1318'THE OUTCROP 1.4 METER ( 4.5 FEET) WEST OF THE 25-FT. TALL WOODEN
 DU1318'CROSS ON THE EAST SIDE OF THE KNOLL, 37.1 METER (121.7 FEET) NORTH-
 DU1318'NORTHEAST OF THE FIRST POWER POLE SOUTH OF THE KNOLL, 20.7 METERS
 DU1318'( 68.0 FEET) EAST-SOUTHEAST OF THE POWER POLE ON THE KNOLL, AND 14.1
 DU1318'METERS (46.3 FEET) EAST OF THE CENTER OF THE POWER LINES.
 DU1318'THE MARK IS ABOVE LEVEL WITH THE BASE OF THE CROSS.
 DU1318
 DU1318                          STATION RECOVERY (1984)
 DU1318
 DU1318'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1318'RECOVERED IN GOOD CONDITION.
 DU1318
 DU1318                          STATION RECOVERY (1999)
 DU1318
 DU1318'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1318'RECOVERED IN GOOD CONDITION.
 DU1318
 DU1318                          STATION RECOVERY (2002)
 DU1318
 DU1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1318'RECOVERED IN GOOD CONDITION.
 DU1318
 DU1318                          STATION RECOVERY (2002)
 DU1318
 DU1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1318'RECOVERED IN GOOD CONDITION.
 DU1318
 DU1318                          STATION RECOVERY (2007)
 DU1318
 DU1318'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1480 ***********************************************************************
 DU1480  DESIGNATION -  1262 AC
 DU1480  PID         -  DU1480
 DU1480  STATE/COUNTY-  AZ/PINAL
 DU1480  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1480
 DU1480                         *CURRENT SURVEY CONTROL
 DU1480  ___________________________________________________________________
 DU1480* NAD 83(1986)-  33 24 36.     (N)    111 32 02.     (W)     SCALED    
 DU1480* NAVD 88     -       534.555  (meters)    1753.79   (feet)  ADJUSTED  
 DU1480  ___________________________________________________________________
 DU1480  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1480  DYNAMIC HT  -         533.902 (meters)    1751.64  (feet)  COMP
 DU1480  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 DU1480
 DU1480  VERT ORDER  -  FIRST     CLASS I
 DU1480
 DU1480.The horizontal coordinates were scaled from a topographic map and have
 DU1480.an estimated accuracy of +/- 6 seconds.
 DU1480
 DU1480.The orthometric height was determined by differential leveling
 DU1480.and adjusted in November 1993.
 DU1480
 DU1480.The geoid height was determined by GEOID03.
 DU1480
 DU1480.The dynamic height is computed by dividing the NAVD 88
 DU1480.geopotential number by the normal gravity value computed on the
 DU1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1480.degrees latitude (g = 980.6199 gals.).
 DU1480
 DU1480.The modeled gravity was interpolated from observed gravity values.
 DU1480
 DU1480;                    North         East    Units  Estimated Accuracy
 DU1480;SPC AZ C     -   267,290.      248,960.      MT  (+/- 180 meters Scaled)
 DU1480
 DU1480                          SUPERSEDED SURVEY CONTROL
 DU1480
 DU1480  NGVD 29 (??/??/92)  533.960  (m)         1751.83   (f) ADJ UNCH    1 1
 DU1480
 DU1480.Superseded values are not recommended for survey control.
 DU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1480.See file dsdata.txt to determine how the superseded data were derived.
 DU1480
 DU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB503968(NAD 83)
 DU1480_MARKER: DD = SURVEY DISK
 DU1480_SETTING: 66 = SET IN ROCK OUTCROP
 DU1480_SP_SET: ROCK OUTCROP
 DU1480_STAMPING: P M BM 1262 AC
 DU1480_MARK LOGO: AZHD  
 DU1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1480+STABILITY: POSITION/ELEVATION WELL
 DU1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1480+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2007
 DU1480
 DU1480  HISTORY     - Date     Condition        Report By
 DU1480  HISTORY     - UNK      MONUMENTED       AZDT
 DU1480  HISTORY     - 1975     GOOD             AZDT
 DU1480  HISTORY     - 1984     GOOD             AZDT
 DU1480  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1480  HISTORY     - 20020519 GOOD             INDIV
 DU1480  HISTORY     - 20070304 GOOD             GEOCAC
 DU1480
 DU1480                          STATION DESCRIPTION
 DU1480
 DU1480'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1480'0.8 MI N FROM PALM SPRINGS.
 DU1480'FROM MILEPOST 197, U.S. 60, 70, AND 80, WEST ON THE HIGHWAY FOR 0.1
 DU1480'MILES.  RIGHT NORTH FOR 0.15 MILES TO THE EAST SIDE OF THE UNITED
 DU1480'PRESBYTERIAN CHURCH.  FROM THERE CONTINUE 0.05 MILES TO THE BASE OF A
 DU1480'SMALL HILL.  PACK TO THE WEST END OF THE HILL AND TO THE STATION.
 DU1480'ABOUT 2/3 OF THE WAY TO THE TOP OF THE HILL.  50 FT. EAST OF THE WEST
 DU1480'END OF THE HILL.  AN AHD BRASS CAP, CEMENTED TO AN OUTCROPPING OF
 DU1480'BEDROCK.
 DU1480
 DU1480                          STATION RECOVERY (1984)
 DU1480
 DU1480'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM (0.9
 DU1480'MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH STATE
 DU1480'HIGHWAY 88 AT APACHE JUNCTION.  THENCE 0.3 KM (0.2 MILE) EAST ALONG
 DU1480'BROADWAY RD.  TO THE UNITED PRESBYTERIAN CHURCH, FROM THERE GO NORTH
 DU1480'0.08 KM.  (0.05 MI.) TO THE BASE OF A SMALL HILL, PACK TO THE WEST
 DU1480'END OF THE HILL AND TO THE STATION.  ABOUT 2/3 OF THE WAY TO THE TOP
 DU1480'OF THE HILL, 50 FEET EAST OF THE WEST END OF THE HILL.  THE MARK IS
 DU1480'AN AHD BRASS CAP, CEMENTED TO AN OUTCROPPING OF BEDROCK.
 DU1480
 DU1480                          STATION RECOVERY (1999)
 DU1480
 DU1480'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1480'MARK NOT FOUND.
 DU1480
 DU1480                          STATION RECOVERY (2002)
 DU1480
 DU1480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1480'RECOVERED IN GOOD CONDITION.
 DU1480
 DU1480                          STATION RECOVERY (2007)
 DU1480
 DU1480'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1327 ***********************************************************************
 DU1327  DESIGNATION -  1262 AD
 DU1327  PID         -  DU1327
 DU1327  STATE/COUNTY-  AZ/MARICOPA
 DU1327  USGS QUAD   -  BUCKHORN (1982)
 DU1327
 DU1327                         *CURRENT SURVEY CONTROL
 DU1327  ___________________________________________________________________
 DU1327* NAD 83(1986)-  33 24 56.     (N)    111 39 09.     (W)     SCALED    
 DU1327* NAVD 88     -       453.620  (meters)    1488.25   (feet)  ADJUSTED  
 DU1327  ___________________________________________________________________
 DU1327  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1327  DYNAMIC HT  -         453.078 (meters)    1486.47  (feet)  COMP
 DU1327  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 DU1327
 DU1327  VERT ORDER  -  FIRST     CLASS II
 DU1327
 DU1327.The horizontal coordinates were scaled from a topographic map and have
 DU1327.an estimated accuracy of +/- 6 seconds.
 DU1327
 DU1327.The orthometric height was determined by differential leveling
 DU1327.and adjusted in June 1991.
 DU1327
 DU1327.The geoid height was determined by GEOID03.
 DU1327
 DU1327.The dynamic height is computed by dividing the NAVD 88
 DU1327.geopotential number by the normal gravity value computed on the
 DU1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1327.degrees latitude (g = 980.6199 gals.).
 DU1327
 DU1327.The modeled gravity was interpolated from observed gravity values.
 DU1327
 DU1327;                    North         East    Units  Estimated Accuracy
 DU1327;SPC AZ C     -   267,870.      237,930.      MT  (+/- 180 meters Scaled)
 DU1327
 DU1327                          SUPERSEDED SURVEY CONTROL
 DU1327
 DU1327  NGVD 29 (??/??/92)  453.040  (m)         1486.35   (f) ADJ UNCH    1 2
 DU1327
 DU1327.Superseded values are not recommended for survey control.
 DU1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1327.See file dsdata.txt to determine how the superseded data were derived.
 DU1327
 DU1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB393975(NAD 83)
 DU1327_MARKER: DB = BENCH MARK DISK
 DU1327_SETTING: 66 = SET IN ROCK OUTCROP
 DU1327_SP_SET: BEDROCK
 DU1327_STAMPING: P AND M BM 1262-AD 73
 DU1327_MARK LOGO: AZHD  
 DU1327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1327+STABILITY: POSITION/ELEVATION WELL
 DU1327
 DU1327  HISTORY     - Date     Condition        Report By
 DU1327  HISTORY     - 1973     MONUMENTED       AZHD
 DU1327  HISTORY     - 1981     GOOD             NGS
 DU1327  HISTORY     - 1981     GOOD             AZDT
 DU1327  HISTORY     - 1984     GOOD             AZDT
 DU1327  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU1327  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1327
 DU1327                          STATION DESCRIPTION
 DU1327
 DU1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1327'4.5 KM (2.8 MI) EAST FROM BUCKHORN.
 DU1327'4.5 KILOMETERS (2.8 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80, AND 89
 DU1327'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE GRAY
 DU1327'GRANITE OUTCROP ON TOP OF THE ROCK CUT BELOW THE WEST KNOLL OF THE
 DU1327'DOUBLE KNOLLS, 0.2 KILOMETER (0.1 MILE) WEST OF THE 83 PLACE HIGHWAY
 DU1327'CROSSOVER, 9.7 METERS (31.8 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU1327'WESTBOUND HIGHWAY TRAFFIC LANES, 17.8 METERS (58.5 FEET) EAST OF THE
 DU1327'SOUTH GALVANIZED STEEL LEG FOR A 10 X 15 FT. SIGN BOARD, 61.9 METERS
 DU1327'(200.3 FEET) WEST OF THE CENTERLINE OF A DRIVEWAY TO AN A-FRAME
 DU1327'BUILDING, 6.0 METERS (19.8 FEET) WEST-NORTHWEST OF THE CENTER OF A
 DU1327'90 CENTIMETER (36 INCHES) CONCRETE PIPE CULVERT WITH AN L-SHAPED
 DU1327'HEADWALL AND 0.5 METER (1.6 FEET) NORTH OF A WITNESS SIGN THAT IS
 DU1327'CEMENTED TO THE ROCK FACE.
 DU1327'THE MARK IS 2.1 M ABOVE HIGHWAY CENTERLINE.
 DU1327
 DU1327                          STATION RECOVERY (1981)
 DU1327
 DU1327'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1327'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 2.0 MI
 DU1327'(3.22 KM) EAST ALONG U.S 60 FROM POWER ROAD, 10 FT (3.05 METERS) NORTH
 DU1327'OF THE NORTH EDGE OF PAVING OF THE WEST BOUND LANE, A STANDARD AZHD
 DU1327'BRASS CAP CEMENTED IN AN OUTCROPPING OF BEDROCK.
 DU1327
 DU1327                          STATION RECOVERY (1984)
 DU1327
 DU1327'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1327'RECOVERED IN GOOD CONDITION.
 DU1327
 DU1327                          STATION RECOVERY (1992)
 DU1327
 DU1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1327'MARK NOT FOUND.
 DU1327
 DU1327                          STATION RECOVERY (2008)
 DU1327
 DU1327'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1327'DISK REMOVED BY VANDALS. REMAINS OF MOUNTING CEMENT AND WITNESS SIGN
 DU1327'STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1329 ***********************************************************************
 DU1329  DESIGNATION -  1262 AE
 DU1329  PID         -  DU1329
 DU1329  STATE/COUNTY-  AZ/MARICOPA
 DU1329  USGS QUAD   -  BUCKHORN (1982)
 DU1329
 DU1329                         *CURRENT SURVEY CONTROL
 DU1329  ___________________________________________________________________
 DU1329* NAD 83(1986)-  33 24 56.     (N)    111 39 11.     (W)     SCALED    
 DU1329* NAVD 88     -       451.612  (meters)    1481.66   (feet)  ADJUSTED  
 DU1329  ___________________________________________________________________
 DU1329  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1329  DYNAMIC HT  -         451.072 (meters)    1479.89  (feet)  COMP
 DU1329  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 DU1329
 DU1329  VERT ORDER  -  FIRST     CLASS II
 DU1329
 DU1329.The horizontal coordinates were scaled from a topographic map and have
 DU1329.an estimated accuracy of +/- 6 seconds.
 DU1329
 DU1329.The orthometric height was determined by differential leveling
 DU1329.and adjusted in June 1991.
 DU1329
 DU1329.The geoid height was determined by GEOID03.
 DU1329
 DU1329.The dynamic height is computed by dividing the NAVD 88
 DU1329.geopotential number by the normal gravity value computed on the
 DU1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1329.degrees latitude (g = 980.6199 gals.).
 DU1329
 DU1329.The modeled gravity was interpolated from observed gravity values.
 DU1329
 DU1329;                    North         East    Units  Estimated Accuracy
 DU1329;SPC AZ C     -   267,870.      237,880.      MT  (+/- 180 meters Scaled)
 DU1329
 DU1329                          SUPERSEDED SURVEY CONTROL
 DU1329
 DU1329  NGVD 29 (??/??/92)  451.031  (m)         1479.76   (f) ADJ UNCH    1 2
 DU1329
 DU1329.Superseded values are not recommended for survey control.
 DU1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1329.See file dsdata.txt to determine how the superseded data were derived.
 DU1329
 DU1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB392975(NAD 83)
 DU1329_MARKER: DD = SURVEY DISK
 DU1329_SETTING: 66 = SET IN ROCK OUTCROP
 DU1329_SP_SET: IN A DRILL HOLE IN BEDROCK
 DU1329_STAMPING: P AND M BM 1262-AE 73
 DU1329_MARK LOGO: AZHD  
 DU1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1329+STABILITY: POSITION/ELEVATION WELL
 DU1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1329+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU1329
 DU1329  HISTORY     - Date     Condition        Report By
 DU1329  HISTORY     - 1973     MONUMENTED       AZHD
 DU1329  HISTORY     - 1981     GOOD             NGS
 DU1329  HISTORY     - 1981     GOOD             AZDT
 DU1329  HISTORY     - 1984     GOOD             AZDT
 DU1329  HISTORY     - 19920120 GOOD             NGS
 DU1329  HISTORY     - 20060904 GOOD             GEOCAC
 DU1329
 DU1329                          STATION DESCRIPTION
 DU1329
 DU1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1329'4.4 KM (2.75 MI) EAST FROM BUCKHORN.
 DU1329'THE MARK IS 0.3 M ABOVE HIGHWAY CENTERLINE.
 DU1329'4.4 KILOMETERS (2.75 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80, AND 89
 DU1329'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF A 60 X 45
 DU1329'CENTIMETER (2 X 1.5 FEET) SHELF OF GRANITE OUTCROP IN THE ROCK CUT
 DU1329'BELOW THE WEST KNOLL AT THE DOUBLE KNOLLS, AND SOUTH OF AND IN LINE
 DU1329'WITH THE EAST EDGE OF THE STEEL WATER TANK ON TOP OF THE WEST KNOLL,
 DU1329'8.6 METERS (28.2 FEET) NORTH OF THE NORTH CENTERLINE OF THE WESTBOUND
 DU1329'HIGHWAY TRAFFIC LANES, 89.0 METERS (292.0 FEET) WEST OF THE CENTER OF
 DU1329'A 90 CENTIMETER (36 INCHES) CONCRETE CULVERT WITH AN L-SHAPED
 DU1329'HEADWALL, 54.5 METERS (179.0 FEET) WEST OF NGS BM W 473 AND 52.7
 DU1329'METERS (173.2 FEET) EAST OF AZDT BM 1262 A-F AT THE WEST END OF THE
 DU1329'ROCK CUT.
 DU1329
 DU1329                          STATION RECOVERY (1981)
 DU1329
 DU1329'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1329'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 2.0 MI
 DU1329'(3.22 KM) EAST ALONG U.S. 60 FROM POWER ROAD, 10 FT (3.05 METERS)
 DU1329'NORTH OF THE NORTH EDGE OF PAVING OF THE WEST BOUND LANE, A STANDARD
 DU1329'AZHD BRASS CAP CEMENTED IN AN OUTCROPPING OF BEDROCK.
 DU1329
 DU1329                          STATION RECOVERY (1984)
 DU1329
 DU1329'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1329'RECOVERED IN GOOD CONDITION.
 DU1329
 DU1329                          STATION RECOVERY (1992)
 DU1329
 DU1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1329'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1329'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU1329'THE EAST END OF A 1 BY 2-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 DU1329'CUT AT THE BASE OF THE MOST WESTERLY OF 2 KNOLLS, 54.6 M (179.1 FT)
 DU1329'WEST OF BENCH MARK W 473, 10.5 M (34.4 FT) NORTH OF THE CENTER OF THE
 DU1329'WESTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DU1329'THE HIGHWAY.
 DU1329
 DU1329                          STATION RECOVERY (2006)
 DU1329
 DU1329'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1330 ***********************************************************************
 DU1330  DESIGNATION -  1262 AF
 DU1330  PID         -  DU1330
 DU1330  STATE/COUNTY-  AZ/MARICOPA
 DU1330  USGS QUAD   -  BUCKHORN (1982)
 DU1330
 DU1330                         *CURRENT SURVEY CONTROL
 DU1330  ___________________________________________________________________
 DU1330* NAD 83(1986)-  33 24 56.     (N)    111 39 13.     (W)     SCALED    
 DU1330* NAVD 88     -       453.179  (meters)    1486.80   (feet)  ADJUSTED  
 DU1330  ___________________________________________________________________
 DU1330  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1330  DYNAMIC HT  -         452.637 (meters)    1485.03  (feet)  COMP
 DU1330  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 DU1330
 DU1330  VERT ORDER  -  FIRST     CLASS II
 DU1330
 DU1330.The horizontal coordinates were scaled from a topographic map and have
 DU1330.an estimated accuracy of +/- 6 seconds.
 DU1330
 DU1330.The orthometric height was determined by differential leveling
 DU1330.and adjusted in November 1993.
 DU1330.WARNING-Repeat measurements at this control monument indicate possible
 DU1330.vertical movement.
 DU1330
 DU1330.The geoid height was determined by GEOID03.
 DU1330
 DU1330.The dynamic height is computed by dividing the NAVD 88
 DU1330.geopotential number by the normal gravity value computed on the
 DU1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1330.degrees latitude (g = 980.6199 gals.).
 DU1330
 DU1330.The modeled gravity was interpolated from observed gravity values.
 DU1330
 DU1330;                    North         East    Units  Estimated Accuracy
 DU1330;SPC AZ C     -   267,870.      237,830.      MT  (+/- 180 meters Scaled)
 DU1330
 DU1330                          SUPERSEDED SURVEY CONTROL
 DU1330
 DU1330  NAVD 88 (06/15/91)  453.181  (m)         1486.81   (f) UNKNOWN     1 2
 DU1330  NGVD 29 (??/??/92)  452.599  (m)         1484.90   (f) ADJ UNCH    1 2
 DU1330
 DU1330.Superseded values are not recommended for survey control.
 DU1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1330.See file dsdata.txt to determine how the superseded data were derived.
 DU1330
 DU1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB392975(NAD 83)
 DU1330_MARKER: DD = SURVEY DISK
 DU1330_SETTING: 66 = SET IN ROCK OUTCROP
 DU1330_SP_SET: IN A DRILL HOLE IN BEDROCK
 DU1330_STAMPING: P AND M BM 1262-AF 73
 DU1330_MARK LOGO: AZHD  
 DU1330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1330+STABILITY: POSITION/ELEVATION WELL
 DU1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1330+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 DU1330
 DU1330  HISTORY     - Date     Condition        Report By
 DU1330  HISTORY     - 1973     MONUMENTED       AZHD
 DU1330  HISTORY     - 1981     GOOD             NGS
 DU1330  HISTORY     - 1981     GOOD             AZDT
 DU1330  HISTORY     - 1984     GOOD             AZDT
 DU1330  HISTORY     - 19920120 GOOD             NGS
 DU1330  HISTORY     - 20060901 GOOD             GEOCAC
 DU1330
 DU1330                          STATION DESCRIPTION
 DU1330
 DU1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1330'4.3 KM (2.7 MI) EAST FROM BUCKHORN.
 DU1330'THE MARK IS 2.8 M ABOVE HIGHWAY CENTERLINE.
 DU1330'4.3 KILOMETERS (2.7 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1330'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF GRANITE
 DU1330'OUTCROP AT AND ON TOP OF THE WEST END OF THE ROCK CUT BELOW THE WEST
 DU1330'KNOLL OF THE DOUBLE KNOLLS, 0.25 KILOMETER (0.15 MILE) EAST OF 81ST
 DU1330'STREET, 11.0 METERS (36.0 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU1330'WESTBOUND HIGHWAY TRAFFIC LANES, 52.7 METERS (173.2 FEET) WEST OF
 DU1330'AZDT BM 1262 A-E, 15.8 METERS (51.8 FEET) EAST OF THE EXTENDED EAST
 DU1330'WALL OF THE ASSEMBLY OF GOD CHURCH, 19.9 METERS (65.3 FEET) EAST OF
 DU1330'THE AZDT CONCRETE POST BM 514+20.44 ON THE BOTTOM OF THE SOUTHWEST
 DU1330'SLOPE OF THE WEST KNOLL AND WEST END OF THE HIGHWAY CUT AND 2.1 METERS
 DU1330'(6.9 FEET) NORTH OF AND 1 METER (3.3 FEET) ABOVE A WITNESS SIGN
 DU1330'CEMENTED TO THE ROCK.
 DU1330
 DU1330                          STATION RECOVERY (1981)
 DU1330
 DU1330'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1330'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 2.0 MI
 DU1330'(3.22 KM) EAST ALONG U.S. 60 FROM POWER ROAD, 25 FT (7.62 METERS)
 DU1330'NORTH OF THE NORTH EDGE OF THE WEST BOUND LANE, AT THE WEST END OF THE
 DU1330'CUT ON THE WEST BOUND LANE, ABOUT 100 FT (30.48 METERS) EAST OF THE
 DU1330'WEST END OF THE BUTTE, A STANDARD AZHD BRASS CAP CEMENTED IN AN
 DU1330'OUTCROPPING OF BEDROCK.
 DU1330
 DU1330                          STATION RECOVERY (1984)
 DU1330
 DU1330'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1330'RECOVERED IN GOOD CONDITION.
 DU1330
 DU1330                          STATION RECOVERY (1992)
 DU1330
 DU1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1330'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1330'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU1330'THE NORTH EDGE OF A 10 BY 15-FOOT AREA OF OUTCROPPING BEDROCK AT THE
 DU1330'WEST END OF A HIGHWAY CUT THROUGH THE MOST WESTERLY OF 2 KNOLLS, 52.7
 DU1330'M (172.9 FT) WEST OF BENCH MARK 1262 AE, 12.8 M (42.0 FT) NORTH OF
 DU1330'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 2.2 M (7.2 FT)
 DU1330'ABOVE THE LEVEL OF THE HIGHWAY, AND 1.9 M (6.2 FT) NORTH-NORTHEAST OF
 DU1330'A WITNESS SIGN CEMENTED TO THE SOUTH FACE OF THE OUTCROP.
 DU1330
 DU1330                          STATION RECOVERY (2006)
 DU1330
 DU1330'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1692 ***********************************************************************
 DU1692  DESIGNATION -  1262 D R
 DU1692  PID         -  DU1692
 DU1692  STATE/COUNTY-  AZ/MARICOPA
 DU1692  USGS QUAD   -  MESA (1982)
 DU1692
 DU1692                         *CURRENT SURVEY CONTROL
 DU1692  ___________________________________________________________________
 DU1692* NAD 83(1986)-  33 23 21.     (N)    111 52 30.     (W)     SCALED    
 DU1692* NAVD 88     -       365.707  (meters)    1199.82   (feet)  ADJUSTED  
 DU1692  ___________________________________________________________________
 DU1692  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1692  DYNAMIC HT  -         365.279 (meters)    1198.42  (feet)  COMP
 DU1692  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 DU1692
 DU1692  VERT ORDER  -  SECOND    CLASS I
 DU1692
 DU1692.The horizontal coordinates were scaled from a topographic map and have
 DU1692.an estimated accuracy of +/- 6 seconds.
 DU1692
 DU1692.The orthometric height was determined by differential leveling
 DU1692.and adjusted in January 1998.
 DU1692
 DU1692.The geoid height was determined by GEOID03.
 DU1692
 DU1692.The dynamic height is computed by dividing the NAVD 88
 DU1692.geopotential number by the normal gravity value computed on the
 DU1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1692.degrees latitude (g = 980.6199 gals.).
 DU1692
 DU1692.The modeled gravity was interpolated from observed gravity values.
 DU1692
 DU1692;                    North         East    Units  Estimated Accuracy
 DU1692;SPC AZ C     -   264,910.      217,240.      MT  (+/- 180 meters Scaled)
 DU1692
 DU1692                          SUPERSEDED SURVEY CONTROL
 DU1692
 DU1692  NAVD 88 (11/29/93)  365.686  (m)         1199.75   (f) UNKNOWN     2 1
 DU1692
 DU1692.Superseded values are not recommended for survey control.
 DU1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1692.See file dsdata.txt to determine how the superseded data were derived.
 DU1692
 DU1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB186947(NAD 83)
 DU1692_MARKER: DB = BENCH MARK DISK
 DU1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1692_SP_SET: CONCRETE POST
 DU1692_STAMPING: 1262-D-R
 DU1692_MARK LOGO: AZDT  
 DU1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1692+STABILITY: SURFACE MOTION
 DU1692
 DU1692  HISTORY     - Date     Condition        Report By
 DU1692  HISTORY     - UNK      MONUMENTED       AZDT
 DU1692  HISTORY     - 1981     GOOD             AZDT
 DU1692  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1692  HISTORY     - 20051202 MARK NOT FOUND   GEOCAC
 DU1692  HISTORY     - 20071113 MARK NOT FOUND   GEOCAC
 DU1692
 DU1692                          STATION DESCRIPTION
 DU1692
 DU1692'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1692'IN MESA.
 DU1692'IN MESA, 5 MI (8.05 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1692'GILBERT ROAD TO DOBSON ROAD, 0.20 MI (0.60 KM) NORTH ALONG DOBSON ROAD
 DU1692'FROM FREEWAY CENTERLINE, STATION ON LEFT, 52.0 FT (15.85 METERS) WEST
 DU1692'OF DOBSON ROAD CENTERLINE, 2.0 FT (0.61 METERS) WEST OF SIDEWALK,
 DU1692'183.0 FT (55.77 METERS) SOUTH OF ENTRANCE TO DESERT SAMARITAN
 DU1692'HOSPITAL, A STANDARD AZDT ALUMINUM CAP SET IN CONCRETE FLUSH WITH
 DU1692'GROUND.
 DU1692
 DU1692                          STATION RECOVERY (1994)
 DU1692
 DU1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1692'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1692
 DU1692                          STATION RECOVERY (2005)
 DU1692
 DU1692'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1692'THE AREA 183 FEET SOUTH OF THE ENTRANCE TO DESERT SAMARITAN HOSPITAL
 DU1692'AND 52.0 FEET WEST OF THE CENTERLINE OF DOBSON ROAD NOW HAS A BUS
 DU1692'STOP. THE SIDEWALK HAS BEEN MOVED MORE THAN 20 FEET TO THE WEST TO
 DU1692'ACCOMMODATE THE BUS STOP, WHICH WOULD PUT THE BENCHMARK UNDER THE
 DU1692'ASPHALT.
 DU1692
 DU1692                          STATION RECOVERY (2007)
 DU1692
 DU1692'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1692'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1692'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1680 ***********************************************************************
 DU1680  DESIGNATION -  1262 F RESET
 DU1680  PID         -  DU1680
 DU1680  STATE/COUNTY-  AZ/MARICOPA
 DU1680  USGS QUAD   -  MESA (1982)
 DU1680
 DU1680                         *CURRENT SURVEY CONTROL
 DU1680  ___________________________________________________________________
 DU1680* NAD 83(1986)-  33 23 04.     (N)    111 50 17.     (W)     SCALED    
 DU1680* NAVD 88     -       369.640  (meters)    1212.73   (feet)  ADJUSTED  
 DU1680  ___________________________________________________________________
 DU1680  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1680  DYNAMIC HT  -         369.202 (meters)    1211.29  (feet)  COMP
 DU1680  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 DU1680
 DU1680  VERT ORDER  -  SECOND    CLASS I
 DU1680
 DU1680.The horizontal coordinates were scaled from a topographic map and have
 DU1680.an estimated accuracy of +/- 6 seconds.
 DU1680
 DU1680.The orthometric height was determined by differential leveling
 DU1680.and adjusted in January 1998.
 DU1680
 DU1680.The geoid height was determined by GEOID03.
 DU1680
 DU1680.The dynamic height is computed by dividing the NAVD 88
 DU1680.geopotential number by the normal gravity value computed on the
 DU1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1680.degrees latitude (g = 980.6199 gals.).
 DU1680
 DU1680.The modeled gravity was interpolated from observed gravity values.
 DU1680
 DU1680;                    North         East    Units  Estimated Accuracy
 DU1680;SPC AZ C     -   264,390.      220,670.      MT  (+/- 180 meters Scaled)
 DU1680
 DU1680                          SUPERSEDED SURVEY CONTROL
 DU1680
 DU1680  NAVD 88 (11/29/93)  369.610  (m)         1212.63   (f) UNKNOWN     2 1
 DU1680
 DU1680.Superseded values are not recommended for survey control.
 DU1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1680.See file dsdata.txt to determine how the superseded data were derived.
 DU1680
 DU1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220942(NAD 83)
 DU1680_MARKER: DD = SURVEY DISK
 DU1680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1680_SP_SET: CURB
 DU1680_STAMPING: RESET B.M. RESET 1262-F 1977
 DU1680_MARK LOGO: AZDT  
 DU1680_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1680+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU1680
 DU1680  HISTORY     - Date     Condition        Report By
 DU1680  HISTORY     - UNK      MONUMENTED       AZDT
 DU1680  HISTORY     - 1981     GOOD             AZDT
 DU1680  HISTORY     - 19941012 GOOD             NGS
 DU1680  HISTORY     - 19941026 GOOD             NGS
 DU1680  HISTORY     - 20051203 GOOD             GEOCAC
 DU1680  HISTORY     - 20090221 GOOD             GEOCAC
 DU1680
 DU1680                          STATION DESCRIPTION
 DU1680
 DU1680'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1680'IN MESA.
 DU1680'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1680'GILBERT ROAD TO COUNTRY CLUB DRIVE, ABOUT 500 FT (152.40 METERS) SOUTH
 DU1680'OF THE FREEWAY CENTERLINE TO IRON AVENUE AND 600 FT (182.88 METERS)
 DU1680'EAST, 20 FT (6.10 METERS) SOUTH OF THE CENTERLINE OF IRON AVENUE, 5 FT
 DU1680'(1.52 METERS) NORTH OF THE NORTH EDGE OF A 5- BY 5- BY 5-FOOT
 DU1680'BOULDER OF COPPER ORE, AN AZDT
 DU1680'ALUMINUM CAP CEMENTED TO A CURB ON THE SOUTH SIDE OF IRON AVENUE AND
 DU1680'ABOUT 0.4 FT ABOVE THE ADJACENT STREET LEVEL.
 DU1680
 DU1680                          STATION RECOVERY (1994)
 DU1680
 DU1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1680'0.2 KM (0.10 MI) EASTERLY ALONG IRON AVENUE FROM THE JUNCTION OF STATE
 DU1680'HIGHWAY 87 IN MESA, IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF THE
 DU1680'AVENUE, 32.6 M (107.0 FT) EAST OF BENCH MARK F, 26.7 M (87.6 FT) EAST
 DU1680'OF THE CENTER OF THE ENTRANCE ROAD LEADING TO THE EMPIRE MACHINE
 DU1680'COMPANY, 6.0 M (19.7 FT) SOUTH OF THE AVENUE CENTER, AND 0.2 M (0.7
 DU1680'FT) ABOVE THE LEVEL OF THE AVENUE.
 DU1680
 DU1680                          STATION RECOVERY (1994)
 DU1680
 DU1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1680'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1680'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1680'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1680'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1680'0.1 MILE (0.2 KM) TO A SIDE ROAD LEFT, IRON AVENUE.  TURN LEFT AND GO
 DU1680'EAST ON IRON AVENUE FOR 0.1 MILE (0.2 KM) (PASSING STATION F IN THE
 DU1680'CENTER OF THE WESTBOUND LANE) PASSING A SECOND PAVED DRIVEWAY ON THE
 DU1680'RIGHT TO THE STATION ON THE RIGHT IN THE SOUTH CURB OF IRON AVENUE,
 DU1680'500 FEET (152.4 M) SOUTH OF THE FREEWAY CENTERLINE TO IRON AVENUE AND
 DU1680'600 FEET (182.9 M) EAST, 20 FEET (6.1 M) SOUTH OF THE CENTERLINE OF
 DU1680'IRON AVENUE, 5 FEET (1.5 M) NORTH OF THE NORTH EDGE OF A 5 X 5 X 5
 DU1680'FOOT (1.5 M) BOULDER OF COPPER ORE, 82 FEET (25.0 M) EAST OF THE
 DU1680'CENTERLINE OF THE SECOND PAVED DRIVEWAY, A AZDT ALUMINUM DISK CEMENTED
 DU1680'IN THE CURB ON THE SOUTH SIDE OF IRON AVENUE AND 0.4 FEET (12.2 CM)
 DU1680'ABOVE THE ADJACENT STREET LEVEL.  NOTE--THE STATION IS ABOUT 100 FEET
 DU1680'(30.5 M) EAST OF STATION F.
 DU1680
 DU1680                          STATION RECOVERY (2005)
 DU1680
 DU1680'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1680'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT 5 X 5 X 5 BOULDER OF
 DU1680'COPPER ORE NO LONGER THERE. ALSO IT IS 11 FEET NORTHWEST OF THE THIRD
 DU1680'ORANGE LIGHT FROM SECOND PAVED DRIVEWAY.
 DU1680'COORDINATES ARE  33 23 03.72 (N)   111 50 17.40 (W) (NAD 83).
 DU1680' 
 DU1680
 DU1680                          STATION RECOVERY (2009)
 DU1680
 DU1680'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DU1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1661 ***********************************************************************
 DU1661  DESIGNATION -  1262 J 1
 DU1661  PID         -  DU1661
 DU1661  STATE/COUNTY-  AZ/MARICOPA
 DU1661  USGS QUAD   -  MESA (1982)
 DU1661
 DU1661                         *CURRENT SURVEY CONTROL
 DU1661  ___________________________________________________________________
 DU1661* NAD 83(1986)-  33 23 10.     (N)    111 46 01.     (W)     SCALED    
 DU1661* NAVD 88     -       380.680  (meters)    1248.95   (feet)  ADJUSTED  
 DU1661  ___________________________________________________________________
 DU1661  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1661  DYNAMIC HT  -         380.228 (meters)    1247.46  (feet)  COMP
 DU1661  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 DU1661
 DU1661  VERT ORDER  -  SECOND    CLASS I
 DU1661
 DU1661.The horizontal coordinates were scaled from a topographic map and have
 DU1661.an estimated accuracy of +/- 6 seconds.
 DU1661
 DU1661.The orthometric height was determined by differential leveling
 DU1661.and adjusted in January 1998.
 DU1661
 DU1661.The geoid height was determined by GEOID03.
 DU1661
 DU1661.The dynamic height is computed by dividing the NAVD 88
 DU1661.geopotential number by the normal gravity value computed on the
 DU1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1661.degrees latitude (g = 980.6199 gals.).
 DU1661
 DU1661.The modeled gravity was interpolated from observed gravity values.
 DU1661
 DU1661;                    North         East    Units  Estimated Accuracy
 DU1661;SPC AZ C     -   264,580.      227,290.      MT  (+/- 180 meters Scaled)
 DU1661
 DU1661                          SUPERSEDED SURVEY CONTROL
 DU1661
 DU1661  NAVD 88 (11/29/93)  380.664  (m)         1248.90   (f) UNKNOWN     2 1
 DU1661
 DU1661.Superseded values are not recommended for survey control.
 DU1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1661.See file dsdata.txt to determine how the superseded data were derived.
 DU1661
 DU1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB286943(NAD 83)
 DU1661_MARKER: DB = BENCH MARK DISK
 DU1661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1661_SP_SET: CONCRETE DITCH
 DU1661_STAMPING: 1262-J-1
 DU1661_MARK LOGO: AZDT  
 DU1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1661
 DU1661  HISTORY     - Date     Condition        Report By
 DU1661  HISTORY     - UNK      MONUMENTED       AZDT
 DU1661  HISTORY     - 1981     GOOD             AZDT
 DU1661  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1661  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1661  HISTORY     - 20070325 MARK NOT FOUND   GEOCAC
 DU1661
 DU1661                          STATION DESCRIPTION
 DU1661
 DU1661'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1661'IN MESA.
 DU1661'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1661'ROAD TO THE SUPERSTITION FREEWAY, THENCE 5.0 MI (8.05 KM) WEST AND THE
 DU1661'MARK ON THE LEFT, 27 FT (8.22 METERS) WEST OF THE WEST EDGE OF THE
 DU1661'CONSOLIDATED CANAL, 20 FT (6.10 METERS) WEST OF CENTERLINE OF A ROAD
 DU1661'ON THE WEST BANK OF CANAL, A STANDARD AZDT ALUMINUM CAP EPOXIED ON THE
 DU1661'EAST SIDE OF A CONCRETE IRRIGATION DITCH.
 DU1661
 DU1661                          STATION RECOVERY (1994)
 DU1661
 DU1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1661'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1661
 DU1661                          STATION RECOVERY (2006)
 DU1661
 DU1661'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1661'THERE IS NO CONCRETE IRRIGATION DITCH ON THE WEST BANK OF THE
 DU1661'CONSOLIDATED CANAL WHERE IT INTERSECTS THE SUPERSTITION FREEWAY.
 DU1661
 DU1661                          STATION RECOVERY (2007)
 DU1661
 DU1661'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1661'ALMOST CERTAINLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1660 ***********************************************************************
 DU1660  DESIGNATION -  1262 K 1
 DU1660  PID         -  DU1660
 DU1660  STATE/COUNTY-  AZ/MARICOPA
 DU1660  USGS QUAD   -  MESA (1982)
 DU1660
 DU1660                         *CURRENT SURVEY CONTROL
 DU1660  ___________________________________________________________________
 DU1660* NAD 83(1986)-  33 23 10.     (N)    111 45 45.     (W)     SCALED    
 DU1660* NAVD 88     -       382.590  (meters)    1255.21   (feet)  ADJUSTED  
 DU1660  ___________________________________________________________________
 DU1660  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1660  DYNAMIC HT  -         382.136 (meters)    1253.72  (feet)  COMP
 DU1660  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1660
 DU1660  VERT ORDER  -  SECOND    CLASS I
 DU1660
 DU1660.The horizontal coordinates were scaled from a topographic map and have
 DU1660.an estimated accuracy of +/- 6 seconds.
 DU1660
 DU1660.The orthometric height was determined by differential leveling
 DU1660.and adjusted in January 1998.
 DU1660
 DU1660.The geoid height was determined by GEOID03.
 DU1660
 DU1660.The dynamic height is computed by dividing the NAVD 88
 DU1660.geopotential number by the normal gravity value computed on the
 DU1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1660.degrees latitude (g = 980.6199 gals.).
 DU1660
 DU1660.The modeled gravity was interpolated from observed gravity values.
 DU1660
 DU1660;                    North         East    Units  Estimated Accuracy
 DU1660;SPC AZ C     -   264,580.      227,700.      MT  (+/- 180 meters Scaled)
 DU1660
 DU1660                          SUPERSEDED SURVEY CONTROL
 DU1660
 DU1660  NAVD 88 (11/29/93)  382.575  (m)         1255.16   (f) UNKNOWN     2 1
 DU1660
 DU1660.Superseded values are not recommended for survey control.
 DU1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1660.See file dsdata.txt to determine how the superseded data were derived.
 DU1660
 DU1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290943(NAD 83)
 DU1660_MARKER: DB = BENCH MARK DISK
 DU1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1660_SP_SET: CURB, FIELD BRIDGE
 DU1660_STAMPING: PM 1262-K-1
 DU1660_MARK LOGO: AZDT  
 DU1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1660
 DU1660  HISTORY     - Date     Condition        Report By
 DU1660  HISTORY     - UNK      MONUMENTED       AZDT
 DU1660  HISTORY     - 1981     GOOD             AZDT
 DU1660  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1660  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1660  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1660
 DU1660                          STATION DESCRIPTION
 DU1660
 DU1660'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1660'IN MESA.
 DU1660'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1660'ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE 4.5 MI (7.25 KM)
 DU1660'WEST, ON THE APPROXIMATE CENTERLINE OF FREEWAY, ON THE WEST END OF THE
 DU1660'CURB OF A FIELD BRIDGE, ON THE SOUTHWEST CORNER OF THE BRIDGE, A
 DU1660'STANDARD AZDT BRASS CAP.
 DU1660
 DU1660                          STATION RECOVERY (1994)
 DU1660
 DU1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1660'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1660
 DU1660                          STATION RECOVERY (2006)
 DU1660
 DU1660'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1660'THERE IS NOW A ROAD BRIDGE AT THIS LOCATION (WHERE 32ND STREET CROSSES
 DU1660'U.S. 60). THE MARK WAS NOT FOUND IN THE SOUTHWEST CORNER OF THE ROAD
 DU1660'BRIDGE.
 DU1660
 DU1660                          STATION RECOVERY (2008)
 DU1660
 DU1660'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1660'THE FIELD BRIDGE HAS BEEN DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1657 ***********************************************************************
 DU1657  DESIGNATION -  1262 L
 DU1657  PID         -  DU1657
 DU1657  STATE/COUNTY-  AZ/MARICOPA
 DU1657  USGS QUAD   -  MESA (1982)
 DU1657
 DU1657                         *CURRENT SURVEY CONTROL
 DU1657  ___________________________________________________________________
 DU1657* NAD 83(1986)-  33 23 14.     (N)    111 45 14.     (W)     SCALED    
 DU1657* NAVD 88     -       385.459  (meters)    1264.63   (feet)  ADJUSTED  
 DU1657  ___________________________________________________________________
 DU1657  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1657  DYNAMIC HT  -         385.001 (meters)    1263.12  (feet)  COMP
 DU1657  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 DU1657
 DU1657  VERT ORDER  -  SECOND    CLASS I
 DU1657
 DU1657.The horizontal coordinates were scaled from a topographic map and have
 DU1657.an estimated accuracy of +/- 6 seconds.
 DU1657
 DU1657.The orthometric height was determined by differential leveling
 DU1657.and adjusted in January 1998.
 DU1657
 DU1657.The geoid height was determined by GEOID03.
 DU1657
 DU1657.The dynamic height is computed by dividing the NAVD 88
 DU1657.geopotential number by the normal gravity value computed on the
 DU1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1657.degrees latitude (g = 980.6199 gals.).
 DU1657
 DU1657.The modeled gravity was interpolated from observed gravity values.
 DU1657
 DU1657;                    North         East    Units  Estimated Accuracy
 DU1657;SPC AZ C     -   264,710.      228,500.      MT  (+/- 180 meters Scaled)
 DU1657
 DU1657                          SUPERSEDED SURVEY CONTROL
 DU1657
 DU1657  NAVD 88 (11/29/93)  385.446  (m)         1264.58   (f) UNKNOWN     2 1
 DU1657
 DU1657.Superseded values are not recommended for survey control.
 DU1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1657.See file dsdata.txt to determine how the superseded data were derived.
 DU1657
 DU1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB298944(NAD 83)
 DU1657_MARKER: DB = BENCH MARK DISK
 DU1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1657_SP_SET: CONCRETE POST
 DU1657_STAMPING: PM BM 1262-L
 DU1657_MARK LOGO: AZDT  
 DU1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1657+STABILITY: SURFACE MOTION
 DU1657
 DU1657  HISTORY     - Date     Condition        Report By
 DU1657  HISTORY     - UNK      MONUMENTED       AZDT
 DU1657  HISTORY     - 1981     GOOD             AZDT
 DU1657  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1657  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1657  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1657
 DU1657                          STATION DESCRIPTION
 DU1657
 DU1657'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1657'IN MESA.
 DU1657'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1657'ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE 4 MI (6.44 KM) WEST
 DU1657'TO VAL VISTA DRIVE, ABOUT 750 FT (228.60 METERS) NORTH OF THE FREEWAY
 DU1657'CENTERLINE, 2 FT (0.61 METERS) SOUTH OF THE THIRD POWER POLE NORTH OF
 DU1657'THE FREEWAY CENTERLINE, 33 FT (10.05 METERS) EAST OF THE CENTERLINE OF
 DU1657'VAL VISTA DRIVE, MARKED WITH A PM SURVEY SIGN, A STANDARD AZDT BRASS
 DU1657'CAP SET IN AN 8-INCH (20.32 CM) CONCRETE POST, UP 0.5 FT
 DU1657'(15.24 CM).
 DU1657
 DU1657                          STATION RECOVERY (1994)
 DU1657
 DU1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1657'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1657
 DU1657                          STATION RECOVERY (2006)
 DU1657
 DU1657'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1657'THE AREA NORTH OF THE FREEWAY ON VAL VISTA DRIVE HAS BEEN WIDENED, AND
 DU1657'IT APPEARS THAT THE FIRST THREE POWER POLES HAVE BEEN REMOVED BECAUSE
 DU1657'THERE ARE NO POWER POLES ON VAL VISTA DRIVE BETWEEN CENTERLINE OF THE
 DU1657'FREEWAY AND 750 NORTH OF THE CENTERLINE OF THE FREEWAY.
 DU1657
 DU1657                          STATION RECOVERY (2008)
 DU1657
 DU1657'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1657'THE ROAD HAS BEEN WIDENED, THE DESCRIBED LOCATION IS UNDER THE
 DU1657'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1652 ***********************************************************************
 DU1652  DESIGNATION -  1262 M
 DU1652  PID         -  DU1652
 DU1652  STATE/COUNTY-  AZ/MARICOPA
 DU1652  USGS QUAD   -  BUCKHORN (1982)
 DU1652
 DU1652                         *CURRENT SURVEY CONTROL
 DU1652  ___________________________________________________________________
 DU1652* NAD 83(1986)-  33 22 58.     (N)    111 44 09.     (W)     SCALED    
 DU1652* NAVD 88     -       392.290  (meters)    1287.04   (feet)  ADJUSTED  
 DU1652  ___________________________________________________________________
 DU1652  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU1652  DYNAMIC HT  -         391.823 (meters)    1285.51  (feet)  COMP
 DU1652  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 DU1652
 DU1652  VERT ORDER  -  SECOND    CLASS I
 DU1652
 DU1652.The horizontal coordinates were scaled from a topographic map and have
 DU1652.an estimated accuracy of +/- 6 seconds.
 DU1652
 DU1652.The orthometric height was determined by differential leveling
 DU1652.and adjusted in January 1998.
 DU1652
 DU1652.The geoid height was determined by GEOID03.
 DU1652
 DU1652.The dynamic height is computed by dividing the NAVD 88
 DU1652.geopotential number by the normal gravity value computed on the
 DU1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1652.degrees latitude (g = 980.6199 gals.).
 DU1652
 DU1652.The modeled gravity was interpolated from observed gravity values.
 DU1652
 DU1652;                    North         East    Units  Estimated Accuracy
 DU1652;SPC AZ C     -   264,220.      230,180.      MT  (+/- 180 meters Scaled)
 DU1652
 DU1652                          SUPERSEDED SURVEY CONTROL
 DU1652
 DU1652  NAVD 88 (11/29/93)  392.280  (m)         1287.01   (f) UNKNOWN     2 1
 DU1652
 DU1652.Superseded values are not recommended for survey control.
 DU1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1652.See file dsdata.txt to determine how the superseded data were derived.
 DU1652
 DU1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB315939(NAD 83)
 DU1652_MARKER: DB = BENCH MARK DISK
 DU1652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1652_SP_SET: ON CONCRETE BRIDGE
 DU1652_STAMPING: PM BM 1262-M
 DU1652_MARK LOGO: AZ-013
 DU1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1652+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 DU1652
 DU1652  HISTORY     - Date     Condition        Report By
 DU1652  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1652  HISTORY     - 1981     GOOD             AZDT
 DU1652  HISTORY     - 20060922 GOOD             GEOCAC
 DU1652
 DU1652                          STATION DESCRIPTION
 DU1652
 DU1652'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1652'IN MESA.
 DU1652'IN MESA, 2 MI (3.2 KM) SOUTH OF JUNCTION OF U.S.60 AND POWER ROADS,
 DU1652'THENCE 3 MI (4.8 KM) WEST ALONG SUPERSTITIION FREEWAY CORRIDOR TO
 DU1652'GREENFIELD ROAD, ON THE WEST CURB OF THE COUNTY BRIDGE ACROSS THE
 DU1652'EASTERN CANAL, ABOUT 600 FT (182.88 METERS) SOUTH OF THE SUPERSTITION
 DU1652'FREEWAY CENTERLINE, ABOUT 1 FT (.30 METERS) ABOVE THE BRIDGE DECK, A
 DU1652'MARICOPA COUNTY 3-INCH BRASS CAP SET IN THE TOP AND CENTER OF THE WEST
 DU1652'BRIDGE CURB.
 DU1652
 DU1652                          STATION RECOVERY (2006)
 DU1652
 DU1652'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1649 ***********************************************************************
 DU1649  DESIGNATION -  1262 N
 DU1649  PID         -  DU1649
 DU1649  STATE/COUNTY-  AZ/MARICOPA
 DU1649  USGS QUAD   -  BUCKHORN (1982)
 DU1649
 DU1649                         *CURRENT SURVEY CONTROL
 DU1649  ___________________________________________________________________
 DU1649* NAD 83(1986)-  33 23 12.     (N)    111 43 09.     (W)     SCALED    
 DU1649* NAVD 88     -       399.505  (meters)    1310.71   (feet)  ADJUSTED  
 DU1649  ___________________________________________________________________
 DU1649  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU1649  DYNAMIC HT  -         399.029 (meters)    1309.15  (feet)  COMP
 DU1649  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 DU1649
 DU1649  VERT ORDER  -  SECOND    CLASS I
 DU1649
 DU1649.The horizontal coordinates were scaled from a topographic map and have
 DU1649.an estimated accuracy of +/- 6 seconds.
 DU1649
 DU1649.The orthometric height was determined by differential leveling
 DU1649.and adjusted in January 1998.
 DU1649
 DU1649.The geoid height was determined by GEOID03.
 DU1649
 DU1649.The dynamic height is computed by dividing the NAVD 88
 DU1649.geopotential number by the normal gravity value computed on the
 DU1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1649.degrees latitude (g = 980.6199 gals.).
 DU1649
 DU1649.The modeled gravity was interpolated from observed gravity values.
 DU1649
 DU1649;                    North         East    Units  Estimated Accuracy
 DU1649;SPC AZ C     -   264,650.      231,730.      MT  (+/- 180 meters Scaled)
 DU1649
 DU1649                          SUPERSEDED SURVEY CONTROL
 DU1649
 DU1649  NAVD 88 (11/29/93)  399.499  (m)         1310.69   (f) UNKNOWN     2 1
 DU1649
 DU1649.Superseded values are not recommended for survey control.
 DU1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1649.See file dsdata.txt to determine how the superseded data were derived.
 DU1649
 DU1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB331943(NAD 83)
 DU1649_MARKER: DD = SURVEY DISK
 DU1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1649_SP_SET: CONCRETE POST
 DU1649_STAMPING: 1262- N
 DU1649_MARK LOGO: AZDT  
 DU1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1649+STABILITY: SURFACE MOTION
 DU1649
 DU1649  HISTORY     - Date     Condition        Report By
 DU1649  HISTORY     - 1981     MONUMENTED       AZDT
 DU1649  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1649  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1649
 DU1649                          STATION DESCRIPTION
 DU1649
 DU1649'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1649'IN MESA.
 DU1649'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1649'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1649'WEST 2 MILES (3.22 KM) TO HIGLY ROAD, ABOUT 700 FT (213.36 METERS)
 DU1649'NORTH OF FREEWAY CENTERLINE, 25 FT (7.62 METERS) WEST OF CENTERLINE OF
 DU1649'HIGLY ROAD, 50 FT (15.24 METERS) SOUTH OF A POWER POLE LOCATED ON EAST
 DU1649'SIDE OF HIGLY ROAD, 25 FT (7.62 METERS) EAST OF THE EAST EDGE OF AN
 DU1649'ORANGE GROVE, 1 FT (.30 METERS) EAST OF THE EAST EDGE OF A CONCRETE
 DU1649'IRRIGATION BOX, AN AZDT BRASS CAP SET IN AN 8-INCH (20.32 CM)
 DU1649'CONCRETE POST MARKED BY A P+M SURVEY SIGN.
 DU1649
 DU1649                          STATION RECOVERY (1994)
 DU1649
 DU1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1649'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1649
 DU1649                          STATION RECOVERY (2008)
 DU1649
 DU1649'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1649'THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS UNDER THE
 DU1649'PAVEMENT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1406 ***********************************************************************
 DU1406  DESIGNATION -  1262 P 1
 DU1406  PID         -  DU1406
 DU1406  STATE/COUNTY-  AZ/MARICOPA
 DU1406  USGS QUAD   -  BUCKHORN (1982)
 DU1406
 DU1406                         *CURRENT SURVEY CONTROL
 DU1406  ___________________________________________________________________
 DU1406* NAD 83(1986)-  33 23 12.     (N)    111 40 50.     (W)     SCALED    
 DU1406* NAVD 88     -       419.534  (meters)    1376.42   (feet)  ADJUSTED  
 DU1406  ___________________________________________________________________
 DU1406  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1406  DYNAMIC HT  -         419.031 (meters)    1374.77  (feet)  COMP
 DU1406  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 DU1406
 DU1406  VERT ORDER  -  FIRST     CLASS I
 DU1406
 DU1406.The horizontal coordinates were scaled from a topographic map and have
 DU1406.an estimated accuracy of +/- 6 seconds.
 DU1406
 DU1406.The orthometric height was determined by differential leveling
 DU1406.and adjusted in November 1993.
 DU1406
 DU1406.The geoid height was determined by GEOID03.
 DU1406
 DU1406.The dynamic height is computed by dividing the NAVD 88
 DU1406.geopotential number by the normal gravity value computed on the
 DU1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1406.degrees latitude (g = 980.6199 gals.).
 DU1406
 DU1406.The modeled gravity was interpolated from observed gravity values.
 DU1406
 DU1406;                    North         East    Units  Estimated Accuracy
 DU1406;SPC AZ C     -   264,660.      235,330.      MT  (+/- 180 meters Scaled)
 DU1406
 DU1406                          SUPERSEDED SURVEY CONTROL
 DU1406
 DU1406  NGVD 29 (??/??/92)  419.038  (m)         1374.79   (f) ADJ UNCH    1 1
 DU1406
 DU1406.Superseded values are not recommended for survey control.
 DU1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1406.See file dsdata.txt to determine how the superseded data were derived.
 DU1406
 DU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB367943(NAD 83)
 DU1406_MARKER: I = METAL ROD
 DU1406_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1406+WITH SETTING: INFORMATION.
 DU1406_SP_SET: SHALLOW SET METAL ROD
 DU1406_STAMPING: 1262-P-1
 DU1406_MARK LOGO: NONE  
 DU1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1406
 DU1406  HISTORY     - Date     Condition        Report By
 DU1406  HISTORY     - UNK      MONUMENTED       NGS
 DU1406  HISTORY     - 1975     GOOD             AZDT
 DU1406  HISTORY     - 1984     GOOD             AZDT
 DU1406  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1406  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1406
 DU1406                          STATION DESCRIPTION
 DU1406
 DU1406'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1406'3.4 MI SE FROM BUCKHORN.
 DU1406'FROM THE INTERSECTION OF POWER ROAD AND THE SUPERSTITION FREEWAY
 DU1406'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.25 MILES AND TO THE
 DU1406'STATION.  12 FT. WEST OF A NORTH SOUTH FIELD ROAD.  8 FT. SOUTH OF A
 DU1406'24 IN. COTTONWOOD TREE.  0.6 FT. WEST OF THE WEST EDGE OF A DITCH.  A
 DU1406'REBAR, UP 0.1 FT., AND TO WHICH IS WIRED A STAMPED ALUMINUM TAG.
 DU1406
 DU1406                          STATION RECOVERY (1984)
 DU1406
 DU1406'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1406'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1406'INTERSECTION OF U.S. 60 AND POWER ROAD TRAVEL SOUTH ALONG POWER ROAD
 DU1406'FOR 3.22 KM (2.00 MI) TO THE S.R. 360 CENTERLINE THENCE EAST ALONG
 DU1406'THE CENTERLINE FOR 0.40 KM (0.25 MI) TO THE STATION.  A 5/8 INCH IRON
 DU1406'PIN WITH A STAMPED ALUMNIUM TAG 3.66 METERS (12.0 FT) WEST OF A
 DU1406'NORTH-SOUTH FIELD ROAD, 2.44 METERS (8.0 FT) SOUTH OF A 24 INCH
 DU1406'COTTONWOOD TREE, 0.18 METERS (0.6 FT) WEST OF WEST EDGE OF DITCH.
 DU1406'STATION IS 6.04 KM (3.75 MI) WEST ALONG U.S. 360 CENTERLINE FROM
 DU1406'CRISMON ROAD AND STATION P AND M 1076, ABOUT 222 FEET SOUTH OF THE
 DU1406'CENTERLINE OF 360, AND 10 FEET EAST OF A TELEPHONE RAISER BOX.
 DU1406
 DU1406                          STATION RECOVERY (2007)
 DU1406
 DU1406'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1406'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1406'OCCURRED IN THIS AREA OF US 60 AND THE CENTER MEDIAN STRIP IS NOW ALL
 DU1406'CONCRETE WITH A CONCRETE DIVIDER. THE COTTONWOOD TREE, DITCH, AND
 DU1406'TELEPHONE RAISER BOX WERE NOT FOUND.
 DU1406
 DU1406                          STATION RECOVERY (2008)
 DU1406
 DU1406'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1406'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1406'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1407 ***********************************************************************
 DU1407  DESIGNATION -  1262 P 2
 DU1407  PID         -  DU1407
 DU1407  STATE/COUNTY-  AZ/MARICOPA
 DU1407  USGS QUAD   -  BUCKHORN (1982)
 DU1407
 DU1407                         *CURRENT SURVEY CONTROL
 DU1407  ___________________________________________________________________
 DU1407* NAD 83(1986)-  33 23 12.     (N)    111 40 32.     (W)     SCALED    
 DU1407* NAVD 88     -       422.096  (meters)    1384.83   (feet)  ADJUSTED  
 DU1407  ___________________________________________________________________
 DU1407  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU1407  DYNAMIC HT  -         421.591 (meters)    1383.17  (feet)  COMP
 DU1407  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 DU1407
 DU1407  VERT ORDER  -  FIRST     CLASS I
 DU1407
 DU1407.The horizontal coordinates were scaled from a topographic map and have
 DU1407.an estimated accuracy of +/- 6 seconds.
 DU1407
 DU1407.The orthometric height was determined by differential leveling
 DU1407.and adjusted in November 1993.
 DU1407
 DU1407.The geoid height was determined by GEOID03.
 DU1407
 DU1407.The dynamic height is computed by dividing the NAVD 88
 DU1407.geopotential number by the normal gravity value computed on the
 DU1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1407.degrees latitude (g = 980.6199 gals.).
 DU1407
 DU1407.The modeled gravity was interpolated from observed gravity values.
 DU1407
 DU1407;                    North         East    Units  Estimated Accuracy
 DU1407;SPC AZ C     -   264,660.      235,790.      MT  (+/- 180 meters Scaled)
 DU1407
 DU1407                          SUPERSEDED SURVEY CONTROL
 DU1407
 DU1407  NGVD 29 (??/??/92)  421.607  (m)         1383.22   (f) ADJ UNCH    1 1
 DU1407
 DU1407.Superseded values are not recommended for survey control.
 DU1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1407.See file dsdata.txt to determine how the superseded data were derived.
 DU1407
 DU1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB371943(NAD 83)
 DU1407_MARKER: I = METAL ROD
 DU1407_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1407+WITH SETTING: INFORMATION.
 DU1407_SP_SET: SHALLOW SET METAL ROD
 DU1407_STAMPING: P M BM 1262-P-2
 DU1407_MARK LOGO: NONE  
 DU1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1407
 DU1407  HISTORY     - Date     Condition        Report By
 DU1407  HISTORY     - UNK      MONUMENTED       NGS
 DU1407  HISTORY     - 1975     GOOD             AZDT
 DU1407  HISTORY     - 1984     GOOD             AZDT
 DU1407  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1407  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1407
 DU1407                          STATION DESCRIPTION
 DU1407
 DU1407'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1407'3.6 MI SE FROM BUCKHORN.
 DU1407'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND POWER
 DU1407'ROAD EAST ALONG THE CENTERLINE FOR 0.5 MILES AND TO THE STATION. 10
 DU1407'FT. EAST OF A NORTH SOUTH FIELD ROAD.  10 FT. SOUTH OF THE EXTENSION
 DU1407'OF A DITCH WEST.  1 FT. NORTH OF A POWER POLE.  A REBAR, UP 0.2 FT.,
 DU1407'WITH ALUMINUM TAG.
 DU1407
 DU1407                          STATION RECOVERY (1984)
 DU1407
 DU1407'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1407'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1407'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1407'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 5.63 KM.  (3.5 MI.)
 DU1407'TO THE MARK.
 DU1407
 DU1407                          STATION RECOVERY (2007)
 DU1407
 DU1407'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1407'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1407'OCCURRED IN THIS AREA OF US 60 AND THE CENTER MEDIAN STRIP IS NOW ALL
 DU1407'CONCRETE WITH A CONCRETE DIVIDER. THE DITCH AND POWER POLE WERE NOT
 DU1407'FOUND.
 DU1407
 DU1407                          STATION RECOVERY (2008)
 DU1407
 DU1407'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1407'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1407'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1408 ***********************************************************************
 DU1408  DESIGNATION -  1262 P 3
 DU1408  PID         -  DU1408
 DU1408  STATE/COUNTY-  AZ/MARICOPA
 DU1408  USGS QUAD   -  BUCKHORN (1982)
 DU1408
 DU1408                         *CURRENT SURVEY CONTROL
 DU1408  ___________________________________________________________________
 DU1408* NAD 83(1986)-  33 23 12.     (N)    111 40 20.     (W)     SCALED    
 DU1408* NAVD 88     -       424.459  (meters)    1392.58   (feet)  ADJUSTED  
 DU1408  ___________________________________________________________________
 DU1408  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1408  DYNAMIC HT  -         423.951 (meters)    1390.91  (feet)  COMP
 DU1408  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 DU1408
 DU1408  VERT ORDER  -  FIRST     CLASS I
 DU1408
 DU1408.The horizontal coordinates were scaled from a topographic map and have
 DU1408.an estimated accuracy of +/- 6 seconds.
 DU1408
 DU1408.The orthometric height was determined by differential leveling
 DU1408.and adjusted in November 1993.
 DU1408
 DU1408.The geoid height was determined by GEOID03.
 DU1408
 DU1408.The dynamic height is computed by dividing the NAVD 88
 DU1408.geopotential number by the normal gravity value computed on the
 DU1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1408.degrees latitude (g = 980.6199 gals.).
 DU1408
 DU1408.The modeled gravity was interpolated from observed gravity values.
 DU1408
 DU1408;                    North         East    Units  Estimated Accuracy
 DU1408;SPC AZ C     -   264,660.      236,100.      MT  (+/- 180 meters Scaled)
 DU1408
 DU1408                          SUPERSEDED SURVEY CONTROL
 DU1408
 DU1408  NGVD 29 (??/??/92)  423.984  (m)         1391.02   (f) ADJ UNCH    1 1
 DU1408
 DU1408.Superseded values are not recommended for survey control.
 DU1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1408.See file dsdata.txt to determine how the superseded data were derived.
 DU1408
 DU1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB374943(NAD 83)
 DU1408_MARKER: I = METAL ROD
 DU1408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1408+WITH SETTING: INFORMATION.
 DU1408_SP_SET: SHALLOW SET METAL ROD
 DU1408_STAMPING: P M BM 1262-P-3
 DU1408_MARK LOGO: NONE  
 DU1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1408
 DU1408  HISTORY     - Date     Condition        Report By
 DU1408  HISTORY     - UNK      MONUMENTED       NGS
 DU1408  HISTORY     - 1975     GOOD             AZDT
 DU1408  HISTORY     - 1984     GOOD             AZDT
 DU1408  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1408  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1408
 DU1408                          STATION DESCRIPTION
 DU1408
 DU1408'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1408'3.9 MI SE FROM BUCKHORN.
 DU1408'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND POWER
 DU1408'ROAD, EAST ALONG THE CENTERLINE FOR 0.75 MILES AND TO THE STATION. ON
 DU1408'THE SOUTHEAST END OF AN ABANDONED AIRCRAFT RUNWAY.  ON THE SOUTH SIDE
 DU1408'OF A DITCH.  2 FT. NORTH OF THE NORTH END OF A WIRE FENCE. 60 FT. EAST
 DU1408'OF A LONE MESQUITE TREE.  A REBAR, UP 0.1 FT., WITH A STAMPED ALUMINUM
 DU1408'TAG.
 DU1408
 DU1408                          STATION RECOVERY (1984)
 DU1408
 DU1408'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1408'RECOVERED IN GOOD CONDITION.
 DU1408
 DU1408                          STATION RECOVERY (2007)
 DU1408
 DU1408'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1408'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1408'OCCURRED IN THIS AREA OF US 60 AND THE CENTER MEDIAN STRIP IS NOW ALL
 DU1408'CONCRETE WITH A CONCRETE DIVIDER. THE WIRE FENCE AND MESQUITE TREE
 DU1408'WERE NOT FOUND.
 DU1408
 DU1408                          STATION RECOVERY (2008)
 DU1408
 DU1408'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1408'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1408'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1409 ***********************************************************************
 DU1409  DESIGNATION -  1262 Q
 DU1409  PID         -  DU1409
 DU1409  STATE/COUNTY-  AZ/MARICOPA
 DU1409  USGS QUAD   -  BUCKHORN (1982)
 DU1409
 DU1409                         *CURRENT SURVEY CONTROL
 DU1409  ___________________________________________________________________
 DU1409* NAD 83(1986)-  33 23 12.     (N)    111 39 56.     (W)     SCALED    
 DU1409* NAVD 88     -       428.08   (+/-2cm)    1404.5    (feet)  VERTCON   
 DU1409  ___________________________________________________________________
 DU1409  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1409  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1409
 DU1409.The horizontal coordinates were scaled from a topographic map and have
 DU1409.an estimated accuracy of +/- 6 seconds.
 DU1409
 DU1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1409.The vertical order pertains to the NGVD 29 superseded value.
 DU1409
 DU1409.The geoid height was determined by GEOID03.
 DU1409
 DU1409;                    North         East    Units  Estimated Accuracy
 DU1409;SPC AZ C     -   264,660.      236,720.      MT  (+/- 180 meters Scaled)
 DU1409
 DU1409                          SUPERSEDED SURVEY CONTROL
 DU1409
 DU1409  NGVD 29 (??/??/92)  427.553  (m)         1402.73   (f) ADJ UNCH    1 1
 DU1409
 DU1409.Superseded values are not recommended for survey control.
 DU1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1409.See file dsdata.txt to determine how the superseded data were derived.
 DU1409
 DU1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB380943(NAD 83)
 DU1409_MARKER: DD = SURVEY DISK
 DU1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1409_STAMPING: P M BM 1262 Q
 DU1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1409+STABILITY: SURFACE MOTION
 DU1409
 DU1409  HISTORY     - Date     Condition        Report By
 DU1409  HISTORY     - UNK      MONUMENTED       AZHD
 DU1409  HISTORY     - 1975     GOOD             AZDT
 DU1409  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1409  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1409
 DU1409                          STATION DESCRIPTION
 DU1409
 DU1409'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1409'4.2 MI SE FROM BUCKHORN.
 DU1409'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND SOSSAMON ROAD,
 DU1409'NORTH ON SOSSAMON ROAD FOR 0.2 MILES AND TO THE STATION ON THE LEFT.
 DU1409'33 FT. WEST OF THE CENTERLINE OF SOSSAMON ROAD.  2 FT. EAST OF A P AND
 DU1409'M SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP
 DU1409'0.35 FT.
 DU1409
 DU1409                          STATION RECOVERY (2007)
 DU1409
 DU1409'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1409'DID NOT FIND THE MARK. THIS AREA OF SOSSAMAN ROAD NOW HAS TWO
 DU1409'NORTHBOUND AND 2 SOUTHBOUND LANES, AND 33 FEET WEST OF THE CENTERLINE
 DU1409'WOULD BE LOCATED IN THE SOUTHBOUND LANES. THE SURVEY SIGN WAS NOT
 DU1409'FOUND.
 DU1409
 DU1409                          STATION RECOVERY (2008)
 DU1409
 DU1409'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1409'THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS 2.5 FEET FROM
 DU1409'THE CURB, UNDER THE PAVEMENT OF THE CURB LANE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1410 ***********************************************************************
 DU1410  DESIGNATION -  1262 Q 1
 DU1410  PID         -  DU1410
 DU1410  STATE/COUNTY-  AZ/MARICOPA
 DU1410  USGS QUAD   -  BUCKHORN (1982)
 DU1410
 DU1410                         *CURRENT SURVEY CONTROL
 DU1410  ___________________________________________________________________
 DU1410* NAD 83(1986)-  33 23 12.     (N)    111 39 46.     (W)     SCALED    
 DU1410* NAVD 88     -       429.375  (meters)    1408.71   (feet)  ADJUSTED  
 DU1410  ___________________________________________________________________
 DU1410  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1410  DYNAMIC HT  -         428.860 (meters)    1407.02  (feet)  COMP
 DU1410  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 DU1410
 DU1410  VERT ORDER  -  FIRST     CLASS I
 DU1410
 DU1410.The horizontal coordinates were scaled from a topographic map and have
 DU1410.an estimated accuracy of +/- 6 seconds.
 DU1410
 DU1410.The orthometric height was determined by differential leveling
 DU1410.and adjusted in November 1993.
 DU1410
 DU1410.The geoid height was determined by GEOID03.
 DU1410
 DU1410.The dynamic height is computed by dividing the NAVD 88
 DU1410.geopotential number by the normal gravity value computed on the
 DU1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1410.degrees latitude (g = 980.6199 gals.).
 DU1410
 DU1410.The modeled gravity was interpolated from observed gravity values.
 DU1410
 DU1410;                    North         East    Units  Estimated Accuracy
 DU1410;SPC AZ C     -   264,660.      236,980.      MT  (+/- 180 meters Scaled)
 DU1410
 DU1410                          SUPERSEDED SURVEY CONTROL
 DU1410
 DU1410  NGVD 29 (??/??/92)  428.909  (m)         1407.18   (f) ADJ UNCH    1 1
 DU1410
 DU1410.Superseded values are not recommended for survey control.
 DU1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1410.See file dsdata.txt to determine how the superseded data were derived.
 DU1410
 DU1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB383943(NAD 83)
 DU1410_MARKER: I = METAL ROD
 DU1410_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1410+WITH SETTING: INFORMATION.
 DU1410_SP_SET: SHALLOW SET METAL ROD
 DU1410_STAMPING: P M BM 1262-Q-1
 DU1410_MARK LOGO: NONE  
 DU1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1410
 DU1410  HISTORY     - Date     Condition        Report By
 DU1410  HISTORY     - UNK      MONUMENTED       NGS
 DU1410  HISTORY     - 1975     GOOD             AZDT
 DU1410  HISTORY     - 1984     GOOD             AZDT
 DU1410  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1410  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1410
 DU1410                          STATION DESCRIPTION
 DU1410
 DU1410'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1410'4.5 MI SE FROM BUCKHORN.
 DU1410'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND SOSSAMON ROAD,
 DU1410'EAST ALONG THE CENTERLINE FOR ABOUT 0.25 MILES AND TO THE STATION. 150
 DU1410'FT. SOUTH OF AN EAST WEST DRY CANAL.  50 FT. EAST OF A NORTH SOUTH DRY
 DU1410'CANAL.  1 FT. NORTH OF A BRACE CABLE FOR POWER POLE.  A REBAR UP 0.1
 DU1410'FT.
 DU1410
 DU1410                          STATION RECOVERY (1984)
 DU1410
 DU1410'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1410'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1410'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1410'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 4.43 KM.  (2.75 MI.)
 DU1410'TO THE MARK.
 DU1410
 DU1410                          STATION RECOVERY (2007)
 DU1410
 DU1410'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1410'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1410'OCCURRED IN THIS AREA OF US 60 AND THE CENTER MEDIAN STRIP IS NOW ALL
 DU1410'CONCRETE WITH A CONCRETE DIVIDER. THE CANAL AND POWER POLE WERE NOT
 DU1410'FOUND.
 DU1410
 DU1410                          STATION RECOVERY (2008)
 DU1410
 DU1410'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1410'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1410'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1416 ***********************************************************************
 DU1416  DESIGNATION -  1262 R 1
 DU1416  PID         -  DU1416
 DU1416  STATE/COUNTY-  AZ/MARICOPA
 DU1416  USGS QUAD   -  BUCKHORN (1982)
 DU1416
 DU1416                         *CURRENT SURVEY CONTROL
 DU1416  ___________________________________________________________________
 DU1416* NAD 83(1986)-  33 23 12.     (N)    111 38 32.     (W)     SCALED    
 DU1416* NAVD 88     -       442.194  (meters)    1450.76   (feet)  ADJUSTED  
 DU1416  ___________________________________________________________________
 DU1416  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1416  DYNAMIC HT  -         441.664 (meters)    1449.03  (feet)  COMP
 DU1416  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1416
 DU1416  VERT ORDER  -  FIRST     CLASS I
 DU1416
 DU1416.The horizontal coordinates were scaled from a topographic map and have
 DU1416.an estimated accuracy of +/- 6 seconds.
 DU1416
 DU1416.The orthometric height was determined by differential leveling
 DU1416.and adjusted in November 1993.
 DU1416
 DU1416.The geoid height was determined by GEOID03.
 DU1416
 DU1416.The dynamic height is computed by dividing the NAVD 88
 DU1416.geopotential number by the normal gravity value computed on the
 DU1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1416.degrees latitude (g = 980.6199 gals.).
 DU1416
 DU1416.The modeled gravity was interpolated from observed gravity values.
 DU1416
 DU1416;                    North         East    Units  Estimated Accuracy
 DU1416;SPC AZ C     -   264,670.      238,890.      MT  (+/- 180 meters Scaled)
 DU1416
 DU1416                          SUPERSEDED SURVEY CONTROL
 DU1416
 DU1416  NGVD 29 (??/??/92)  441.903  (m)         1449.81   (f) ADJ UNCH    1 1
 DU1416
 DU1416.Superseded values are not recommended for survey control.
 DU1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1416.See file dsdata.txt to determine how the superseded data were derived.
 DU1416
 DU1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB402943(NAD 83)
 DU1416_MARKER: I = METAL ROD
 DU1416_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1416+WITH SETTING: INFORMATION.
 DU1416_SP_SET: SHALLOW SET METAL ROD
 DU1416_STAMPING: P M BM 1262-R-1
 DU1416_MARK LOGO: NONE  
 DU1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1416
 DU1416  HISTORY     - Date     Condition        Report By
 DU1416  HISTORY     - UNK      MONUMENTED       NGS
 DU1416  HISTORY     - 1975     GOOD             AZDT
 DU1416  HISTORY     - 1984     GOOD             AZDT
 DU1416  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1416  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1416
 DU1416                          STATION DESCRIPTION
 DU1416
 DU1416'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1416'5.7 MI SE FROM BUCKHORN.
 DU1416'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD, GO
 DU1416'WEST, SOUTH OF THE DRAINAGE DITCH, FOR 0.5 MILES AND TO THE STATION ON
 DU1416'THE LEFT.  100 FT. SOUTH OF A DRAINAGE DITCH.  25 FT. SOUTH OF AN EAST
 DU1416'WEST FIELD ROAD.  10 FT. WEST OF A NORTH SOUTH FIELD ROAD. 1 FT. NORTH
 DU1416'OF THE NORTH EDGE OF A CONCRETE LINED DITCH. SUPERSTITION FREEWAY
 DU1416'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.1 FT.
 DU1416
 DU1416                          STATION RECOVERY (1984)
 DU1416
 DU1416'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1416'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1416'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1416'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 2.41 KM.  (1.50 MI.)
 DU1416'TO THE MARK.
 DU1416
 DU1416                          STATION RECOVERY (2007)
 DU1416
 DU1416'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1416'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1416'OCCURRED IN THIS AREA OF US 60 AND THE NEW SANTAN FREEWAY. THE
 DU1416'DRAINAGE DITCH AND FIELD ROAD WAS NOT FOUND.
 DU1416
 DU1416                          STATION RECOVERY (2008)
 DU1416
 DU1416'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1416'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1416'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1417 ***********************************************************************
 DU1417  DESIGNATION -  1262 R 2
 DU1417  PID         -  DU1417
 DU1417  STATE/COUNTY-  AZ/MARICOPA
 DU1417  USGS QUAD   -  BUCKHORN (1982)
 DU1417
 DU1417                         *CURRENT SURVEY CONTROL
 DU1417  ___________________________________________________________________
 DU1417* NAD 83(1986)-  33 23 12.     (N)    111 38 14.     (W)     SCALED    
 DU1417* NAVD 88     -       445.15   (+/-2cm)    1460.5    (feet)  VERTCON   
 DU1417  ___________________________________________________________________
 DU1417  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU1417  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1417
 DU1417.The horizontal coordinates were scaled from a topographic map and have
 DU1417.an estimated accuracy of +/- 6 seconds.
 DU1417
 DU1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1417.The vertical order pertains to the NGVD 29 superseded value.
 DU1417
 DU1417.The geoid height was determined by GEOID03.
 DU1417
 DU1417;                    North         East    Units  Estimated Accuracy
 DU1417;SPC AZ C     -   264,670.      239,360.      MT  (+/- 180 meters Scaled)
 DU1417
 DU1417                          SUPERSEDED SURVEY CONTROL
 DU1417
 DU1417  NGVD 29 (??/??/92)  444.613  (m)         1458.70   (f) ADJ UNCH    1 1
 DU1417
 DU1417.Superseded values are not recommended for survey control.
 DU1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1417.See file dsdata.txt to determine how the superseded data were derived.
 DU1417
 DU1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB407943(NAD 83)
 DU1417_MARKER: Z = SEE DESCRIPTION
 DU1417_SETTING: 0 = UNSPECIFIED SETTING
 DU1417_STAMPING: P M BM 1262-R-2
 DU1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1417
 DU1417  HISTORY     - Date     Condition        Report By
 DU1417  HISTORY     - UNK      MONUMENTED       NGS
 DU1417  HISTORY     - 1975     GOOD             AZDT
 DU1417  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1417  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1417
 DU1417                          STATION DESCRIPTION
 DU1417
 DU1417'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1417'5.8 MI SE FROM BUCKHORN.
 DU1417'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD, GO
 DU1417'WEST, ON THE SOUTH BANK OF THE DRAINAGE DITCH, FOR 0.25 MILES AND TO
 DU1417'THE STATION ON THE LEFT.  12 FT. SOUTH OF AN EAST WEST FIELD ROAD. 15
 DU1417'FT. WEST OF A FIELD BRIDGE LEADING SOUTH TO A FIELD ROAD.  0.4 FT.
 DU1417'NORTH OF THE NORTH EDGE OF A CONCRETE LINED IRRIGATION DITCH.
 DU1417'SUPERSTITION FREEWAY CENTERLINE, BETWEEN POWER RD. AND APACHE
 DU1417'JUNCTION.  A REBAR, UP 0.05 FT.
 DU1417
 DU1417                          STATION RECOVERY (2007)
 DU1417
 DU1417'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1417'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1417'OCCURRED IN THIS AREA OF US 60 AND THE CENTER MEDIAN STRIP IS NOW ALL
 DU1417'CONCRETE WITH A CONCRETE DIVIDER. THE DRAINAGE DITCH, FIELD ROAD, AND
 DU1417'IRRIGATION DITCH WAS NOT FOUND.
 DU1417
 DU1417                          STATION RECOVERY (2008)
 DU1417
 DU1417'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1417'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1417'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1419 ***********************************************************************
 DU1419  DESIGNATION -  1262 S
 DU1419  PID         -  DU1419
 DU1419  STATE/COUNTY-  AZ/MARICOPA
 DU1419  USGS QUAD   -  BUCKHORN (1982)
 DU1419
 DU1419                         *CURRENT SURVEY CONTROL
 DU1419  ___________________________________________________________________
 DU1419* NAD 83(1986)-  33 23 12.     (N)    111 38 02.     (W)     SCALED    
 DU1419* NAVD 88     -       446.245  (meters)    1464.06   (feet)  ADJUSTED  
 DU1419  ___________________________________________________________________
 DU1419  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU1419  DYNAMIC HT  -         445.709 (meters)    1462.30  (feet)  COMP
 DU1419  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 DU1419
 DU1419  VERT ORDER  -  FIRST     CLASS I
 DU1419
 DU1419.The horizontal coordinates were scaled from a topographic map and have
 DU1419.an estimated accuracy of +/- 6 seconds.
 DU1419
 DU1419.The orthometric height was determined by differential leveling
 DU1419.and adjusted in November 1993.
 DU1419
 DU1419.The geoid height was determined by GEOID03.
 DU1419
 DU1419.The dynamic height is computed by dividing the NAVD 88
 DU1419.geopotential number by the normal gravity value computed on the
 DU1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1419.degrees latitude (g = 980.6199 gals.).
 DU1419
 DU1419.The modeled gravity was interpolated from observed gravity values.
 DU1419
 DU1419;                    North         East    Units  Estimated Accuracy
 DU1419;SPC AZ C     -   264,670.      239,670.      MT  (+/- 180 meters Scaled)
 DU1419
 DU1419                          SUPERSEDED SURVEY CONTROL
 DU1419
 DU1419  NGVD 29 (??/??/92)  446.032  (m)         1463.36   (f) ADJ UNCH    1 1
 DU1419
 DU1419.Superseded values are not recommended for survey control.
 DU1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1419.See file dsdata.txt to determine how the superseded data were derived.
 DU1419
 DU1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410943(NAD 83)
 DU1419_MARKER: DD = SURVEY DISK
 DU1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1419_SP_SET: CONCRETE POST
 DU1419_STAMPING: P M BM 1262 S
 DU1419_MARK LOGO: AZHD  
 DU1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1419+STABILITY: SURFACE MOTION
 DU1419
 DU1419  HISTORY     - Date     Condition        Report By
 DU1419  HISTORY     - UNK      MONUMENTED       AZDT
 DU1419  HISTORY     - 1975     GOOD             AZDT
 DU1419  HISTORY     - 1984     GOOD             AZDT
 DU1419  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1419
 DU1419                          STATION DESCRIPTION
 DU1419
 DU1419'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1419'6.1 MI SE FROM BUCKHORN.
 DU1419'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD,
 DU1419'SOUTH ON ELLSWORTH FOR 0.1 MILES AND TO THE STATION ON THE LEFT.  25
 DU1419'FT. EAST OF THE CENTERLINE OF ELLSWORTH ROAD.  2.5 FT. EAST OF A POWER
 DU1419'POLE WHICH CARRIES A P AND M SURVEY SIGN.  THE ONLY POWER POLE IN THE
 DU1419'AREA WHICH HAS A WIRE BRACE.  SUPERSTITION FREEWAY BETWEEN POWER ROAD
 DU1419'AND APACHE JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST,
 DU1419'UP 0.5 FT.
 DU1419
 DU1419                          STATION RECOVERY (1984)
 DU1419
 DU1419'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1419'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1419'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 1.59 KM.  (0.99
 DU1419'MI.), THEN SOUTH 0.11 KM.  (0.10 MI.) STATION ON LEFT, 7.62 METERS
 DU1419'(25.0 FT.) EAST OF THE CENTERLINE OF ELLSWORTH ROAD, 0.76 METERS (2.5
 DU1419'FT.) EAST OF A POWER POLE WHICH CARRIES A P AND M SURVEY SIGN, THE
 DU1419'ONLY POWER POLE IN THE AREA WHICH HAS A WIRE BRACE.  AN AZHD BRASS
 DU1419'CAP, SET IN AN 8 INCH CONCRETE POST, ELEVATED 0.01 METER (0.5 INCH),
 DU1419'ABOUT 600 FEET SOUTH OF DRAINAGE DITCH THAT FLOWS UNDER ELLSWORTH
 DU1419'ROAD.
 DU1419
 DU1419                          STATION RECOVERY (2008)
 DU1419
 DU1419'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1419'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1419'MARK. THERE HAS BEEN MAJOR CONSTRUCTION IN THE AREA, AND THERE IS NO
 DU1419'DRAINAGE CANAL IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1428 ***********************************************************************
 DU1428  DESIGNATION -  1262 T
 DU1428  PID         -  DU1428
 DU1428  STATE/COUNTY-  AZ/MARICOPA
 DU1428  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1428
 DU1428                         *CURRENT SURVEY CONTROL
 DU1428  ___________________________________________________________________
 DU1428* NAD 83(1986)-  33 23 18.     (N)    111 36 56.     (W)     SCALED    
 DU1428* NAVD 88     -       458.762  (meters)    1505.12   (feet)  ADJUSTED  
 DU1428  ___________________________________________________________________
 DU1428  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1428  DYNAMIC HT  -         458.211 (meters)    1503.31  (feet)  COMP
 DU1428  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 DU1428
 DU1428  VERT ORDER  -  FIRST     CLASS I
 DU1428
 DU1428.The horizontal coordinates were scaled from a topographic map and have
 DU1428.an estimated accuracy of +/- 6 seconds.
 DU1428
 DU1428.The orthometric height was determined by differential leveling
 DU1428.and adjusted in November 1993.
 DU1428
 DU1428.The geoid height was determined by GEOID03.
 DU1428
 DU1428.The dynamic height is computed by dividing the NAVD 88
 DU1428.geopotential number by the normal gravity value computed on the
 DU1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1428.degrees latitude (g = 980.6199 gals.).
 DU1428
 DU1428.The modeled gravity was interpolated from observed gravity values.
 DU1428
 DU1428;                    North         East    Units  Estimated Accuracy
 DU1428;SPC AZ C     -   264,860.      241,370.      MT  (+/- 180 meters Scaled)
 DU1428
 DU1428                          SUPERSEDED SURVEY CONTROL
 DU1428
 DU1428  NGVD 29 (??/??/92)  458.790  (m)         1505.21   (f) ADJ UNCH    1 1
 DU1428
 DU1428.Superseded values are not recommended for survey control.
 DU1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1428.See file dsdata.txt to determine how the superseded data were derived.
 DU1428
 DU1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427945(NAD 83)
 DU1428_MARKER: DD = SURVEY DISK
 DU1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1428_SP_SET: CONCRETE POST
 DU1428_STAMPING: P M BM 1262 T
 DU1428_MARK LOGO: AZHD  
 DU1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1428+STABILITY: SURFACE MOTION
 DU1428
 DU1428  HISTORY     - Date     Condition        Report By
 DU1428  HISTORY     - UNK      MONUMENTED       AZDT
 DU1428  HISTORY     - 1975     GOOD             AZDT
 DU1428  HISTORY     - 1984     GOOD             AZDT
 DU1428  HISTORY     - 20070213 MARK NOT FOUND   GEOCAC
 DU1428
 DU1428                          STATION DESCRIPTION
 DU1428
 DU1428'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1428'7.15 MI SE FROM BUCKHORN.
 DU1428'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND CRISMON ROAD,
 DU1428'NORTH ABOUT 800 FT. AND TO THE STATION.  30 FT. WEST OF THE CENTERLINE
 DU1428'OF A TRACK ROAD, CRISMON.  3.5 FT. WEST OF A P AND M SURVEY SIGN.
 DU1428'SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION. AN AHD
 DU1428'BRASS CAP, SET IN A 10 IN. CYLINDRICAL CONCRETE POST, UP 0.6 FT.
 DU1428
 DU1428                          STATION RECOVERY (1984)
 DU1428
 DU1428'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1428'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1428'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 TRAVEL NORTH ON
 DU1428'CRISMON FOR 0.24 KM.  0.15 MI.), STATION IS 9.14 METERS (30.0 FT.)
 DU1428'WEST OF THE CENTERLINE OF CRISMON ROAD, 1.07 METERS (3.5 FT.) WEST OF
 DU1428'A P AND M SURVEY SIGN.  THE MARK IS AN AZHD BRASS CAP, SET IN A 10
 DU1428'INCH CONCRETE POST PROJECTING 0.6 FOOT.
 DU1428
 DU1428                          STATION RECOVERY (2007)
 DU1428
 DU1428'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1428'THE ROAD HAS BEEN WIDENED. THE DESCRIBED LOCATION IS IN THE SOUTHBOUND
 DU1428'LANES. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1437 ***********************************************************************
 DU1437  DESIGNATION -  1262 T 1
 DU1437  PID         -  DU1437
 DU1437  STATE/COUNTY-  AZ/MARICOPA
 DU1437  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1437
 DU1437                         *CURRENT SURVEY CONTROL
 DU1437  ___________________________________________________________________
 DU1437* NAD 83(1986)-  33 23 12.     (N)    111 36 14.     (W)     SCALED    
 DU1437* NAVD 88     -       463.439  (meters)    1520.47   (feet)  ADJUSTED  
 DU1437  ___________________________________________________________________
 DU1437  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1437  DYNAMIC HT  -         462.882 (meters)    1518.64  (feet)  COMP
 DU1437  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 DU1437
 DU1437  VERT ORDER  -  FIRST     CLASS I
 DU1437
 DU1437.The horizontal coordinates were scaled from a topographic map and have
 DU1437.an estimated accuracy of +/- 6 seconds.
 DU1437
 DU1437.The orthometric height was determined by differential leveling
 DU1437.and adjusted in November 1993.
 DU1437
 DU1437.The geoid height was determined by GEOID03.
 DU1437
 DU1437.The dynamic height is computed by dividing the NAVD 88
 DU1437.geopotential number by the normal gravity value computed on the
 DU1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1437.degrees latitude (g = 980.6199 gals.).
 DU1437
 DU1437.The modeled gravity was interpolated from observed gravity values.
 DU1437
 DU1437;                    North         East    Units  Estimated Accuracy
 DU1437;SPC AZ C     -   264,680.      242,460.      MT  (+/- 180 meters Scaled)
 DU1437
 DU1437                          SUPERSEDED SURVEY CONTROL
 DU1437
 DU1437  NGVD 29 (??/??/92)  463.290  (m)         1519.98   (f) ADJ UNCH    1 1
 DU1437
 DU1437.Superseded values are not recommended for survey control.
 DU1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1437.See file dsdata.txt to determine how the superseded data were derived.
 DU1437
 DU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB438943(NAD 83)
 DU1437_MARKER: DD = SURVEY DISK
 DU1437_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DU1437_SP_SET: FOUNDATION
 DU1437_STAMPING: P M BM 1262-T-1
 DU1437_MARK LOGO: AZHD  
 DU1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1437+STABILITY: SURFACE MOTION
 DU1437
 DU1437  HISTORY     - Date     Condition        Report By
 DU1437  HISTORY     - UNK      MONUMENTED       AZDT
 DU1437  HISTORY     - 1975     GOOD             AZDT
 DU1437  HISTORY     - 1984     GOOD             AZDT
 DU1437  HISTORY     - 20071126 MARK NOT FOUND   GEOCAC
 DU1437
 DU1437                          STATION DESCRIPTION
 DU1437
 DU1437'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1437'7.65 MI SE FROM BUCKHORN.
 DU1437'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND THE STEEL TOWER
 DU1437'TRANSMISSION LINE, SOUTH ALONG THE POWER LINE ABOUT 300 FT. AND TO THE
 DU1437'STATION.  (STATION IS 0.6 MILES EAST ON CRISMON RD.).  40 FT. EAST OF
 DU1437'THE TRACK ROAD WHICH PARALLELS THE POWER LINE.  ON THE NORTHWEST
 DU1437'CONCRETE FOUNDATION PILLAR OF TOWER 252 1.  SUPERSTITION FREEWAY
 DU1437'BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD BRASS CAP, CEMENTED TO
 DU1437'THE NORTHWEST CONCRETE FOUNDATION PILLAR OF A STEEL TOWER, UP ABOUT 18
 DU1437'IN. ABOVE THE GENERAL GROUND LEVEL.
 DU1437
 DU1437                          STATION RECOVERY (1984)
 DU1437
 DU1437'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1437'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1437'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1437'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 0.97 KM.  (0.6 MI.)
 DU1437'TO A STEEL TOWER TRANSMISSION LINE, THEN SOUTH ALONG THE POWER LINE
 DU1437'ABOUT 91.44 METERS (300 FT.), TO THE STATION.
 DU1437
 DU1437                          STATION RECOVERY (2007)
 DU1437
 DU1437'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1437'NO POWER TRANSMISSION TOWER IN THE AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1429 ***********************************************************************
 DU1429  DESIGNATION -  1262 T 2
 DU1429  PID         -  DU1429
 DU1429  STATE/COUNTY-  AZ/MARICOPA
 DU1429  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1429
 DU1429                         *CURRENT SURVEY CONTROL
 DU1429  ___________________________________________________________________
 DU1429* NAD 83(1986)-  33 23 09.     (N)    111 36 55.     (W)     SCALED    
 DU1429* NAVD 88     -       457.943  (meters)    1502.43   (feet)  ADJUSTED  
 DU1429  ___________________________________________________________________
 DU1429  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1429  DYNAMIC HT  -         457.393 (meters)    1500.63  (feet)  COMP
 DU1429  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 DU1429
 DU1429  VERT ORDER  -  FIRST     CLASS I
 DU1429
 DU1429.The horizontal coordinates were scaled from a topographic map and have
 DU1429.an estimated accuracy of +/- 6 seconds.
 DU1429
 DU1429.The orthometric height was determined by differential leveling
 DU1429.and adjusted in November 1993.
 DU1429
 DU1429.The geoid height was determined by GEOID03.
 DU1429
 DU1429.The dynamic height is computed by dividing the NAVD 88
 DU1429.geopotential number by the normal gravity value computed on the
 DU1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1429.degrees latitude (g = 980.6199 gals.).
 DU1429
 DU1429.The modeled gravity was interpolated from observed gravity values.
 DU1429
 DU1429;                    North         East    Units  Estimated Accuracy
 DU1429;SPC AZ C     -   264,580.      241,400.      MT  (+/- 180 meters Scaled)
 DU1429
 DU1429                          SUPERSEDED SURVEY CONTROL
 DU1429
 DU1429  NGVD 29 (??/??/92)  457.934  (m)         1502.41   (f) ADJ UNCH    1 1
 DU1429
 DU1429.Superseded values are not recommended for survey control.
 DU1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1429.See file dsdata.txt to determine how the superseded data were derived.
 DU1429
 DU1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427942(NAD 83)
 DU1429_MARKER: I = METAL ROD
 DU1429_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1429+WITH SETTING: INFORMATION.
 DU1429_SP_SET: SHALLOW SET METAL ROD
 DU1429_STAMPING: P M BM 1262-T-2
 DU1429_MARK LOGO: NONE  
 DU1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1429
 DU1429  HISTORY     - Date     Condition        Report By
 DU1429  HISTORY     - UNK      MONUMENTED       NGS
 DU1429  HISTORY     - 1975     GOOD             AZDT
 DU1429  HISTORY     - 1984     GOOD             AZDT
 DU1429  HISTORY     - 20071126 MARK NOT FOUND   GEOCAC
 DU1429
 DU1429                          STATION DESCRIPTION
 DU1429
 DU1429'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1429'7.05 MI SE FROM BUCKHORN.
 DU1429'5 FT. EAST OF THE CENTERLINE OF CRISMON ROAD.  200 FT. NORTH OF THE
 DU1429'CENTERLINE.  MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY
 DU1429'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1429
 DU1429                          STATION RECOVERY (1984)
 DU1429
 DU1429'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1429'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1429'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1429'TRAVEL 60.96 METERS (200 FT.) NORTH OF THE CENTERLINE OF 360 ON
 DU1429'CRISMON ROAD, 1.52 METERS (5.0 FT.) EAST OF THE CENTERLINE OF CRISMON
 DU1429'ROAD.  THE MARK IS A 5/8 INCH REBAR, SET FLUSH.
 DU1429
 DU1429                          STATION RECOVERY (2007)
 DU1429
 DU1429'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1429'UNABLE TO LOCATE FLUSH REBAR AT DESCRIBED LOCATION. ASSUMED DESTROYED.
 DU1429' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1438 ***********************************************************************
 DU1438  DESIGNATION -  1262 T 4
 DU1438  PID         -  DU1438
 DU1438  STATE/COUNTY-  AZ/MARICOPA
 DU1438  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1438
 DU1438                         *CURRENT SURVEY CONTROL
 DU1438  ___________________________________________________________________
 DU1438* NAD 83(1986)-  33 23 12.     (N)    111 36 02.     (W)     SCALED    
 DU1438* NAVD 88     -       465.764  (meters)    1528.09   (feet)  ADJUSTED  
 DU1438  ___________________________________________________________________
 DU1438  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU1438  DYNAMIC HT  -         465.204 (meters)    1526.26  (feet)  COMP
 DU1438  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 DU1438
 DU1438  VERT ORDER  -  FIRST     CLASS I
 DU1438
 DU1438.The horizontal coordinates were scaled from a topographic map and have
 DU1438.an estimated accuracy of +/- 6 seconds.
 DU1438
 DU1438.The orthometric height was determined by differential leveling
 DU1438.and adjusted in November 1993.
 DU1438
 DU1438.The geoid height was determined by GEOID03.
 DU1438
 DU1438.The dynamic height is computed by dividing the NAVD 88
 DU1438.geopotential number by the normal gravity value computed on the
 DU1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1438.degrees latitude (g = 980.6199 gals.).
 DU1438
 DU1438.The modeled gravity was interpolated from observed gravity values.
 DU1438
 DU1438;                    North         East    Units  Estimated Accuracy
 DU1438;SPC AZ C     -   264,680.      242,770.      MT  (+/- 180 meters Scaled)
 DU1438
 DU1438                          SUPERSEDED SURVEY CONTROL
 DU1438
 DU1438  NGVD 29 (??/??/92)  465.566  (m)         1527.44   (f) ADJ UNCH    1 1
 DU1438
 DU1438.Superseded values are not recommended for survey control.
 DU1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1438.See file dsdata.txt to determine how the superseded data were derived.
 DU1438
 DU1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB441943(NAD 83)
 DU1438_MARKER: I = METAL ROD
 DU1438_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1438+WITH SETTING: INFORMATION.
 DU1438_SP_SET: SHALLOW SET METAL ROD
 DU1438_STAMPING: P M BM 1262-T-4
 DU1438_MARK LOGO: NONE  
 DU1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1438
 DU1438  HISTORY     - Date     Condition        Report By
 DU1438  HISTORY     - UNK      MONUMENTED       NGS
 DU1438  HISTORY     - 1975     GOOD             AZDT
 DU1438  HISTORY     - 1984     GOOD             AZDT
 DU1438  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1438  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1438
 DU1438                          STATION DESCRIPTION
 DU1438
 DU1438'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1438'7.8 MI SE FROM BUCKHORN.
 DU1438'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD AND THE FREEWAY CENTERLINE,
 DU1438'WEST ON THE CENTERLINE ABOUT 960 FT., THENCE SOUTH ABOUT 170 FT. AND
 DU1438'TO THE STATION.  170 FT. SOUTH OF THE CENTERLINE.  IN THE JUNCTION
 DU1438'AREA BETWEEN 2 TRACK ROADS.  10 FT. NORTH OF TRACK ROAD.  10 FT. SOUTH
 DU1438'OF A TRACK ROAD.  SUPERSTITION FREEWAY BETWEEN POWER ROAD APACHE
 DU1438'JUNCTION.  A REBAR, WITH AN ALUMINUM COLLAR, UP 0.1 FT.
 DU1438
 DU1438                          STATION RECOVERY (1984)
 DU1438
 DU1438'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1438'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1438'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1438'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 1.32 KM.  (0.82
 DU1438'MI.).
 DU1438
 DU1438                          STATION RECOVERY (2007)
 DU1438
 DU1438'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1438'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1438'OCCURRED IN THIS AREA OF US 60. THE AREA IS NOW NEAR THE SIGNAL BUTTE
 DU1438'ROAD OVERPASS AND US 60 EXIT RAMP, AND THE CENTER MEDIAN STRIP FOR US
 DU1438'60 IS NOW ALL CONCRETE WITH A CONCRETE DIVIDER. THE TRACK ROADS WERE
 DU1438'NOT FOUND.
 DU1438
 DU1438                          STATION RECOVERY (2008)
 DU1438
 DU1438'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1438'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1438'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1438' 
 DU1438' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1441 ***********************************************************************
 DU1441  DESIGNATION -  1262 U 1
 DU1441  PID         -  DU1441
 DU1441  STATE/COUNTY-  AZ/MARICOPA
 DU1441  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1441
 DU1441                         *CURRENT SURVEY CONTROL
 DU1441  ___________________________________________________________________
 DU1441* NAD 83(1986)-  33 23 12.     (N)    111 35 20.     (W)     SCALED    
 DU1441* NAVD 88     -       472.709  (meters)    1550.88   (feet)  ADJUSTED  
 DU1441  ___________________________________________________________________
 DU1441  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1441  DYNAMIC HT  -         472.140 (meters)    1549.01  (feet)  COMP
 DU1441  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 DU1441
 DU1441  VERT ORDER  -  FIRST     CLASS I
 DU1441
 DU1441.The horizontal coordinates were scaled from a topographic map and have
 DU1441.an estimated accuracy of +/- 6 seconds.
 DU1441
 DU1441.The orthometric height was determined by differential leveling
 DU1441.and adjusted in November 1993.
 DU1441
 DU1441.The geoid height was determined by GEOID03.
 DU1441
 DU1441.The dynamic height is computed by dividing the NAVD 88
 DU1441.geopotential number by the normal gravity value computed on the
 DU1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1441.degrees latitude (g = 980.6199 gals.).
 DU1441
 DU1441.The modeled gravity was interpolated from observed gravity values.
 DU1441
 DU1441;                    North         East    Units  Estimated Accuracy
 DU1441;SPC AZ C     -   264,680.      243,860.      MT  (+/- 180 meters Scaled)
 DU1441
 DU1441                          SUPERSEDED SURVEY CONTROL
 DU1441
 DU1441  NGVD 29 (??/??/92)  472.457  (m)         1550.05   (f) ADJ UNCH    1 1
 DU1441
 DU1441.Superseded values are not recommended for survey control.
 DU1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1441.See file dsdata.txt to determine how the superseded data were derived.
 DU1441
 DU1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB452943(NAD 83)
 DU1441_MARKER: I = METAL ROD
 DU1441_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1441+WITH SETTING: INFORMATION.
 DU1441_SP_SET: SHALLOW SET METAL ROD
 DU1441_STAMPING: P M BM 1262-U-1
 DU1441_MARK LOGO: NONE  
 DU1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1441
 DU1441  HISTORY     - Date     Condition        Report By
 DU1441  HISTORY     - UNK      MONUMENTED       NGS
 DU1441  HISTORY     - 1975     GOOD             AZDT
 DU1441  HISTORY     - 1984     GOOD             AZDT
 DU1441  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1441
 DU1441                          STATION DESCRIPTION
 DU1441
 DU1441'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1441'7.9 MI SE FROM BUCKHORN.
 DU1441'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD AND THE FREEWAY CENTERLINE,
 DU1441'EAST ON THE CENTERLINE ABOUT 2500 FT. AND TO THE STATION ON THE LEFT.
 DU1441'160 FT. NORTH OF THE CENTERLINE.  SUPERSTITION FREEWAY BETWEEN POWER
 DU1441'ROAD AND APACHE JUNCTION.  A REBAR, WITH A METAL TAG, UP 0.01 FT.
 DU1441
 DU1441                          STATION RECOVERY (1984)
 DU1441
 DU1441'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1441'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1441'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1441'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 2.35 KM.  (1.46
 DU1441'MI.), THEN 46.77 METERS (160 FT.) NORTH TO THE STATION.
 DU1441
 DU1441                          STATION RECOVERY (2008)
 DU1441
 DU1441'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1441'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1441'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1441' 
 DU1441' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1445 ***********************************************************************
 DU1445  DESIGNATION -  1262 U 2
 DU1445  PID         -  DU1445
 DU1445  STATE/COUNTY-  AZ/MARICOPA
 DU1445  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1445
 DU1445                         *CURRENT SURVEY CONTROL
 DU1445  ___________________________________________________________________
 DU1445* NAD 83(1986)-  33 23 12.     (N)    111 35 08.     (W)     SCALED    
 DU1445* NAVD 88     -       475.615  (meters)    1560.41   (feet)  ADJUSTED  
 DU1445  ___________________________________________________________________
 DU1445  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1445  DYNAMIC HT  -         475.041 (meters)    1558.53  (feet)  COMP
 DU1445  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 DU1445
 DU1445  VERT ORDER  -  FIRST     CLASS I
 DU1445
 DU1445.The horizontal coordinates were scaled from a topographic map and have
 DU1445.an estimated accuracy of +/- 6 seconds.
 DU1445
 DU1445.The orthometric height was determined by differential leveling
 DU1445.and adjusted in November 1993.
 DU1445
 DU1445.The geoid height was determined by GEOID03.
 DU1445
 DU1445.The dynamic height is computed by dividing the NAVD 88
 DU1445.geopotential number by the normal gravity value computed on the
 DU1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1445.degrees latitude (g = 980.6199 gals.).
 DU1445
 DU1445.The modeled gravity was interpolated from observed gravity values.
 DU1445
 DU1445;                    North         East    Units  Estimated Accuracy
 DU1445;SPC AZ C     -   264,680.      244,170.      MT  (+/- 180 meters Scaled)
 DU1445
 DU1445                          SUPERSEDED SURVEY CONTROL
 DU1445
 DU1445  NGVD 29 (??/??/92)  475.562  (m)         1560.24   (f) ADJ UNCH    1 1
 DU1445
 DU1445.Superseded values are not recommended for survey control.
 DU1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1445.See file dsdata.txt to determine how the superseded data were derived.
 DU1445
 DU1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB455943(NAD 83)
 DU1445_MARKER: I = METAL ROD
 DU1445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1445+WITH SETTING: INFORMATION.
 DU1445_SP_SET: SHALLOW SET METAL ROD
 DU1445_STAMPING: 1262-U-2
 DU1445_MARK LOGO: NONE  
 DU1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1445
 DU1445  HISTORY     - Date     Condition        Report By
 DU1445  HISTORY     - UNK      MONUMENTED       NGS
 DU1445  HISTORY     - 1975     GOOD             AZDT
 DU1445  HISTORY     - 1984     GOOD             AZDT
 DU1445  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1445
 DU1445                          STATION DESCRIPTION
 DU1445
 DU1445'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1445'7.5 MI SW FROM PALM SPRINGS.
 DU1445'FROM THE INTERSECTION OF MERIDION ROAD AND THE SUPERSTITION FREEWAY
 DU1445'CENTERLINE, WEST ON THE FREEWAY FOR ABOUT 0.25 MILES AND TO THE
 DU1445'STATION.  160 FT. SOUTH OF THE CENTERLINE.  AT THE APPROXIMATE OF
 DU1445'1161+00.  135 FT. EAST OF A DRAIN.  SUPERSTITION FREEWAY BETWEEN POWER
 DU1445'ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT., TO WHICH IS ATTACHED
 DU1445'AN ALUMINUM TAG.  8.25 MI SE OF BUCKHORN.
 DU1445
 DU1445                          STATION RECOVERY (1984)
 DU1445
 DU1445'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1445'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1445'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1445'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 2.82 KM.  (1.75
 DU1445'MI.), THEN 45.72 METERS (150 FT.)SOUTH OF CENTERLINE TO THE STATION.
 DU1445
 DU1445                          STATION RECOVERY (2008)
 DU1445
 DU1445'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1445'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1445'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1445' 
 DU1445' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1447 ***********************************************************************
 DU1447  DESIGNATION -  1262 V
 DU1447  PID         -  DU1447
 DU1447  STATE/COUNTY-  AZ/MARICOPA
 DU1447  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1447
 DU1447                         *CURRENT SURVEY CONTROL
 DU1447  ___________________________________________________________________
 DU1447* NAD 83(1986)-  33 23 00.     (N)    111 34 50.     (W)     SCALED    
 DU1447* NAVD 88     -       481.50   (+/-2cm)    1579.7    (feet)  VERTCON   
 DU1447  ___________________________________________________________________
 DU1447  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1447  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1447
 DU1447.The horizontal coordinates were scaled from a topographic map and have
 DU1447.an estimated accuracy of +/- 6 seconds.
 DU1447
 DU1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1447.The vertical order pertains to the NGVD 29 superseded value.
 DU1447
 DU1447.The geoid height was determined by GEOID03.
 DU1447
 DU1447;                    North         East    Units  Estimated Accuracy
 DU1447;SPC AZ C     -   264,310.      244,630.      MT  (+/- 180 meters Scaled)
 DU1447
 DU1447                          SUPERSEDED SURVEY CONTROL
 DU1447
 DU1447  NGVD 29 (??/??/92)  480.956  (m)         1577.94   (f) ADJ UNCH    1 1
 DU1447
 DU1447.Superseded values are not recommended for survey control.
 DU1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1447.See file dsdata.txt to determine how the superseded data were derived.
 DU1447
 DU1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB460939(NAD 83)
 DU1447_MARKER: DD = SURVEY DISK
 DU1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1447_STAMPING: P M BM 1262-V
 DU1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1447+STABILITY: SURFACE MOTION
 DU1447
 DU1447  HISTORY     - Date     Condition        Report By
 DU1447  HISTORY     - UNK      MONUMENTED       AZHD
 DU1447  HISTORY     - 1975     GOOD             AZDT
 DU1447
 DU1447                          STATION DESCRIPTION
 DU1447
 DU1447'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1447'6.9 MI SW FROM PALM SPRINGS.
 DU1447'FROM THE JUNCTION OF MERIDION ROAD AND U.S. 60 70 80 AND 89, SOUTH ON
 DU1447'MERIDION ROAD FOR 2.0 MILES AND TO THE STATION.  775 FT. NORTH OF THE
 DU1447'SUPERSTITION FREEWAY CENTERLINE.  12 FT. WEST OF THE CENTERLINE OF
 DU1447'MERIDION ROAD.  IN AN ANGLE POINT BETWEEN MERIDION ROAD AND A TRACK
 DU1447'ROAD LEADING SOUTHWEST.  3 FT. NORTH OF A P AND M SURVEY SIGN.
 DU1447'SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1447'SET IN AN 8 IN. CYLINDRICAL, CONCRETE POST, UP 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1449 ***********************************************************************
 DU1449  DESIGNATION -  1262 V 2
 DU1449  PID         -  DU1449
 DU1449  STATE/COUNTY-  AZ/PINAL
 DU1449  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1449
 DU1449                         *CURRENT SURVEY CONTROL
 DU1449  ___________________________________________________________________
 DU1449* NAD 83(1986)-  33 23 12.     (N)    111 34 20.     (W)     SCALED    
 DU1449* NAVD 88     -       482.925  (meters)    1584.40   (feet)  ADJUSTED  
 DU1449  ___________________________________________________________________
 DU1449  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1449  DYNAMIC HT  -         482.342 (meters)    1582.48  (feet)  COMP
 DU1449  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 DU1449
 DU1449  VERT ORDER  -  FIRST     CLASS I
 DU1449
 DU1449.The horizontal coordinates were scaled from a topographic map and have
 DU1449.an estimated accuracy of +/- 6 seconds.
 DU1449
 DU1449.The orthometric height was determined by differential leveling
 DU1449.and adjusted in November 1993.
 DU1449
 DU1449.The geoid height was determined by GEOID03.
 DU1449
 DU1449.The dynamic height is computed by dividing the NAVD 88
 DU1449.geopotential number by the normal gravity value computed on the
 DU1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1449.degrees latitude (g = 980.6199 gals.).
 DU1449
 DU1449.The modeled gravity was interpolated from observed gravity values.
 DU1449
 DU1449;                    North         East    Units  Estimated Accuracy
 DU1449;SPC AZ C     -   264,690.      245,410.      MT  (+/- 180 meters Scaled)
 DU1449
 DU1449                          SUPERSEDED SURVEY CONTROL
 DU1449
 DU1449  NGVD 29 (??/??/92)  483.033  (m)         1584.75   (f) ADJ UNCH    1 1
 DU1449
 DU1449.Superseded values are not recommended for survey control.
 DU1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1449.See file dsdata.txt to determine how the superseded data were derived.
 DU1449
 DU1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467943(NAD 83)
 DU1449_MARKER: I = METAL ROD
 DU1449_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1449+WITH SETTING: INFORMATION.
 DU1449_SP_SET: SHALLOW SET METAL ROD
 DU1449_STAMPING: P M BM 1262-V-2
 DU1449_MARK LOGO: NONE  
 DU1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1449
 DU1449  HISTORY     - Date     Condition        Report By
 DU1449  HISTORY     - UNK      MONUMENTED       NGS
 DU1449  HISTORY     - 1975     GOOD             AZDT
 DU1449  HISTORY     - 1984     GOOD             AZDT
 DU1449  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1449  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1449
 DU1449                          STATION DESCRIPTION
 DU1449
 DU1449'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1449'6.4 MI SW FROM PALM SPRINGS.
 DU1449'FROM THE INTERSECTION OF MERIDIAN ROAD AND THE FREEWAY CENTERLINE,
 DU1449'EAST ALONG THE SOUTH EDGE OF A FIELD FOR 0.4 MILES AND TO THE STATION.
 DU1449'75 FT. WESTERLY OF THE SOUTH END OF AN EARTH DIKE.  0.3 FT. NORTH OF
 DU1449'THE FENCE LINE.  1.2 FT. WEST OF A METAL POST.  SUPERSTITION FREEWAY,
 DU1449'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR WITH A METAL TAG, UP
 DU1449'0.05 FT.
 DU1449
 DU1449                          STATION RECOVERY (1984)
 DU1449
 DU1449'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1449'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1449'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1449'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 3.86 KM.  (2.4 MI.)
 DU1449'TO THE STATION.
 DU1449
 DU1449                          STATION RECOVERY (1999)
 DU1449
 DU1449'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1449'MARK NOT FOUND.
 DU1449
 DU1449                          STATION RECOVERY (2008)
 DU1449
 DU1449'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1449'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1449'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1449' 
 DU1449' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1456 ***********************************************************************
 DU1456  DESIGNATION -  1262 V 3
 DU1456  PID         -  DU1456
 DU1456  STATE/COUNTY-  AZ/PINAL
 DU1456  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1456
 DU1456                         *CURRENT SURVEY CONTROL
 DU1456  ___________________________________________________________________
 DU1456* NAD 83(1986)-  33 23 12.     (N)    111 34 08.     (W)     SCALED    
 DU1456* NAVD 88     -       486.74   (+/-2cm)    1596.9    (feet)  VERTCON   
 DU1456  ___________________________________________________________________
 DU1456  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1456  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1456
 DU1456.The horizontal coordinates were scaled from a topographic map and have
 DU1456.an estimated accuracy of +/- 6 seconds.
 DU1456
 DU1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1456.The vertical order pertains to the NGVD 29 superseded value.
 DU1456
 DU1456.The geoid height was determined by GEOID03.
 DU1456
 DU1456;                    North         East    Units  Estimated Accuracy
 DU1456;SPC AZ C     -   264,690.      245,720.      MT  (+/- 180 meters Scaled)
 DU1456
 DU1456                          SUPERSEDED SURVEY CONTROL
 DU1456
 DU1456  NGVD 29 (??/??/92)  486.191  (m)         1595.11   (f) ADJ UNCH    1 1
 DU1456
 DU1456.Superseded values are not recommended for survey control.
 DU1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1456.See file dsdata.txt to determine how the superseded data were derived.
 DU1456
 DU1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB470942(NAD 83)
 DU1456_MARKER: Z = SEE DESCRIPTION
 DU1456_SETTING: 0 = UNSPECIFIED SETTING
 DU1456_STAMPING: P M BM 1262-V-3
 DU1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1456
 DU1456  HISTORY     - Date     Condition        Report By
 DU1456  HISTORY     - UNK      MONUMENTED       NGS
 DU1456  HISTORY     - 1975     GOOD             AZDT
 DU1456  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1456  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1456
 DU1456                          STATION DESCRIPTION
 DU1456
 DU1456'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1456'6.1 MI SW FROM PALM SPRINGS.
 DU1456'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND IRONWOOD ROAD,
 DU1456'WEST ALONG THE CENTERLINE FOR ABOUT 1950 FT. AND TO THE STATION ON THE
 DU1456'LEFT.  ABOUT 150 FT. RT., SOUTH OF CENTERLINE.  ON THE SOUTH EDGE OF
 DU1456'AN ABANDONED FIELD.  SOUTH OF THE APPROXIMATE STATION 1216+00.
 DU1456'SUPERSTITION FREEWAY CENTERLINE BETWEEN POWER RD. AND APACHE JUNC.  A
 DU1456'REBAR WITH A METAL TAG, UP 0.1 FT.
 DU1456
 DU1456                          STATION RECOVERY (1999)
 DU1456
 DU1456'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1456'MARK NOT FOUND.
 DU1456
 DU1456                          STATION RECOVERY (2008)
 DU1456
 DU1456'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1456'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1456'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1456' 
 DU1456' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1458 ***********************************************************************
 DU1458  DESIGNATION -  1262 W
 DU1458  PID         -  DU1458
 DU1458  STATE/COUNTY-  AZ/PINAL
 DU1458  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1458
 DU1458                         *CURRENT SURVEY CONTROL
 DU1458  ___________________________________________________________________
 DU1458* NAD 83(1986)-  33 23 12.     (N)    111 33 44.     (W)     SCALED    
 DU1458* NAVD 88     -       492.92   (+/-2cm)    1617.2    (feet)  VERTCON   
 DU1458  ___________________________________________________________________
 DU1458  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU1458  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1458
 DU1458.The horizontal coordinates were scaled from a topographic map and have
 DU1458.an estimated accuracy of +/- 6 seconds.
 DU1458
 DU1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1458.The vertical order pertains to the NGVD 29 superseded value.
 DU1458
 DU1458.The geoid height was determined by GEOID03.
 DU1458
 DU1458;                    North         East    Units  Estimated Accuracy
 DU1458;SPC AZ C     -   264,690.      246,340.      MT  (+/- 180 meters Scaled)
 DU1458
 DU1458                          SUPERSEDED SURVEY CONTROL
 DU1458
 DU1458  NGVD 29 (??/??/92)  492.376  (m)         1615.40   (f) ADJ UNCH    1 1
 DU1458
 DU1458.Superseded values are not recommended for survey control.
 DU1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1458.See file dsdata.txt to determine how the superseded data were derived.
 DU1458
 DU1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB477942(NAD 83)
 DU1458_MARKER: DD = SURVEY DISK
 DU1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1458_STAMPING: P M BM 1262-W
 DU1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1458+STABILITY: SURFACE MOTION
 DU1458
 DU1458  HISTORY     - Date     Condition        Report By
 DU1458  HISTORY     - UNK      MONUMENTED       AZHD
 DU1458  HISTORY     - 1975     GOOD             AZDT
 DU1458  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1458
 DU1458                          STATION DESCRIPTION
 DU1458
 DU1458'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1458'5.7 MI SW FROM PALM SPRINGS.
 DU1458'0.2 MILES SOUTH OF THE INTERSECTION OF SOUTHERN AVE AND IRONWOOD.
 DU1458'ABOUT 800 FT. NORTH OF THE FREEWAY CENTERLINE.  35 FT. WEST OF THE
 DU1458'CENTERLINE OF IRONWOOD AVE.  2.8 FT. EAST OF A FENCE LINE AND A P AND
 DU1458'M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1458'JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
 DU1458
 DU1458                          STATION RECOVERY (1999)
 DU1458
 DU1458'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1470 ***********************************************************************
 DU1470  DESIGNATION -  1262 X
 DU1470  PID         -  DU1470
 DU1470  STATE/COUNTY-  AZ/PINAL
 DU1470  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1470
 DU1470                         *CURRENT SURVEY CONTROL
 DU1470  ___________________________________________________________________
 DU1470* NAD 83(1986)-  33 23 18.     (N)    111 32 44.     (W)     SCALED    
 DU1470* NAVD 88     -       503.94   (+/-2cm)    1653.3    (feet)  VERTCON   
 DU1470  ___________________________________________________________________
 DU1470  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU1470  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1470
 DU1470.The horizontal coordinates were scaled from a topographic map and have
 DU1470.an estimated accuracy of +/- 6 seconds.
 DU1470
 DU1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1470.The vertical order pertains to the NGVD 29 superseded value.
 DU1470
 DU1470.The geoid height was determined by GEOID03.
 DU1470
 DU1470;                    North         East    Units  Estimated Accuracy
 DU1470;SPC AZ C     -   264,880.      247,890.      MT  (+/- 180 meters Scaled)
 DU1470
 DU1470                          SUPERSEDED SURVEY CONTROL
 DU1470
 DU1470  NGVD 29 (??/??/92)  503.391  (m)         1651.54   (f) ADJ UNCH    1 1
 DU1470
 DU1470.Superseded values are not recommended for survey control.
 DU1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1470.See file dsdata.txt to determine how the superseded data were derived.
 DU1470
 DU1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB492944(NAD 83)
 DU1470_MARKER: DD = SURVEY DISK
 DU1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1470_STAMPING: P M BM 1262-X
 DU1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1470+STABILITY: SURFACE MOTION
 DU1470
 DU1470  HISTORY     - Date     Condition        Report By
 DU1470  HISTORY     - UNK      MONUMENTED       AZHD
 DU1470  HISTORY     - 1975     GOOD             AZDT
 DU1470  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1470  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 DU1470
 DU1470                          STATION DESCRIPTION
 DU1470
 DU1470'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1470'4.98 MI SW FROM PALM SPRINGS.
 DU1470'ABOUT 800 FT. NORTH ALONG IDAHO ROAD FROM THE FREEWAY CENTERLINE.  35
 DU1470'FT. WEST OF THE CENTERLINE OF IDAHO ROAD.  3 FT. WEST OF A P AND M
 DU1470'SURVEY SIGN.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1470'JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.8 FT.
 DU1470
 DU1470                          STATION RECOVERY (1999)
 DU1470
 DU1470'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1470'MARK NOT FOUND.
 DU1470
 DU1470                          STATION RECOVERY (2007)
 DU1470
 DU1470'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1470'IDAHO ROAD HAS BEEN CONSIDERABLY WIDENED IN THE AREA. THE DESCRIBED
 DU1470'LOCATION IS INSIDE THE SOUTHBOUND LANES. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1472 ***********************************************************************
 DU1472  DESIGNATION -  1262 X 1
 DU1472  PID         -  DU1472
 DU1472  STATE/COUNTY-  AZ/PINAL
 DU1472  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1472
 DU1472                         *CURRENT SURVEY CONTROL
 DU1472  ___________________________________________________________________
 DU1472* NAD 83(1986)-  33 23 12.     (N)    111 32 32.     (W)     SCALED    
 DU1472* NAVD 88     -       502.850  (meters)    1649.77   (feet)  ADJUSTED  
 DU1472  ___________________________________________________________________
 DU1472  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU1472  DYNAMIC HT  -         502.239 (meters)    1647.76  (feet)  COMP
 DU1472  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 DU1472
 DU1472  VERT ORDER  -  FIRST     CLASS I
 DU1472
 DU1472.The horizontal coordinates were scaled from a topographic map and have
 DU1472.an estimated accuracy of +/- 6 seconds.
 DU1472
 DU1472.The orthometric height was determined by differential leveling
 DU1472.and adjusted in November 1993.
 DU1472
 DU1472.The geoid height was determined by GEOID03.
 DU1472
 DU1472.The dynamic height is computed by dividing the NAVD 88
 DU1472.geopotential number by the normal gravity value computed on the
 DU1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1472.degrees latitude (g = 980.6199 gals.).
 DU1472
 DU1472.The modeled gravity was interpolated from observed gravity values.
 DU1472
 DU1472;                    North         East    Units  Estimated Accuracy
 DU1472;SPC AZ C     -   264,690.      248,200.      MT  (+/- 180 meters Scaled)
 DU1472
 DU1472                          SUPERSEDED SURVEY CONTROL
 DU1472
 DU1472  NGVD 29 (??/??/92)  502.364  (m)         1648.17   (f) ADJ UNCH    1 1
 DU1472
 DU1472.Superseded values are not recommended for survey control.
 DU1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1472.See file dsdata.txt to determine how the superseded data were derived.
 DU1472
 DU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB495942(NAD 83)
 DU1472_MARKER: I = METAL ROD
 DU1472_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1472+WITH SETTING: INFORMATION.
 DU1472_SP_SET: SHALLOW SET METAL ROD
 DU1472_STAMPING: P M BM 1262-X-1
 DU1472_MARK LOGO: NONE  
 DU1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1472
 DU1472  HISTORY     - Date     Condition        Report By
 DU1472  HISTORY     - UNK      MONUMENTED       NGS
 DU1472  HISTORY     - 1975     GOOD             AZDT
 DU1472  HISTORY     - 1984     GOOD             AZDT
 DU1472  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1472
 DU1472                          STATION DESCRIPTION
 DU1472
 DU1472'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1472'4.4 MI SW FROM PALM SPRINGS.
 DU1472'FROM THE INTERSECTION OF IDAHO ROAD AND THE FREEWAY CENTERLINE, EAST
 DU1472'ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE, FOR ABOUT 1100
 DU1472'FT. AND TO THE STATION.  ABOUT 150 FT. SOUTH OF THE CENTERLINE.
 DU1472'OPPOSITE THE APPROXIMATE STATIONING OF 1300+00.  0.3 FT. NORTH OF A
 DU1472'POLE OF AN ABANDONED FENCE LINE.  12 FT. SOUTH OF THE CENTERLINE OF A
 DU1472'TRACK ROAD.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1472'JUNCTION.  A REBAR, WITH A METAL TAG, UP 0.05 FT.
 DU1472
 DU1472                          STATION RECOVERY (1984)
 DU1472
 DU1472'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1472'RECOVERED IN GOOD CONDITION.
 DU1472
 DU1472                          STATION RECOVERY (2008)
 DU1472
 DU1472'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1472'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1472'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1472' 
 DU1472' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1477 ***********************************************************************
 DU1477  DESIGNATION -  1262 X 2
 DU1477  PID         -  DU1477
 DU1477  STATE/COUNTY-  AZ/PINAL
 DU1477  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1477
 DU1477                         *CURRENT SURVEY CONTROL
 DU1477  ___________________________________________________________________
 DU1477* NAD 83(1986)-  33 23 12.     (N)    111 32 08.     (W)     SCALED    
 DU1477* NAVD 88     -       504.20   (+/-2cm)    1654.2    (feet)  VERTCON   
 DU1477  ___________________________________________________________________
 DU1477  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU1477  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1477
 DU1477.The horizontal coordinates were scaled from a topographic map and have
 DU1477.an estimated accuracy of +/- 6 seconds.
 DU1477
 DU1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1477.The vertical order pertains to the NGVD 29 superseded value.
 DU1477
 DU1477.The geoid height was determined by GEOID03.
 DU1477
 DU1477;                    North         East    Units  Estimated Accuracy
 DU1477;SPC AZ C     -   264,700.      248,820.      MT  (+/- 180 meters Scaled)
 DU1477
 DU1477                          SUPERSEDED SURVEY CONTROL
 DU1477
 DU1477  NGVD 29 (??/??/92)  503.648  (m)         1652.39   (f) ADJ UNCH    1 1
 DU1477
 DU1477.Superseded values are not recommended for survey control.
 DU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1477.See file dsdata.txt to determine how the superseded data were derived.
 DU1477
 DU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB501942(NAD 83)
 DU1477_MARKER: Z = SEE DESCRIPTION
 DU1477_SETTING: 0 = UNSPECIFIED SETTING
 DU1477_STAMPING: P M BM 1262-X-2
 DU1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1477
 DU1477  HISTORY     - Date     Condition        Report By
 DU1477  HISTORY     - UNK      MONUMENTED       NGS
 DU1477  HISTORY     - 1975     GOOD             AZDT
 DU1477  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1477
 DU1477                          STATION DESCRIPTION
 DU1477
 DU1477'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1477'4.2 MI SW FROM PALM SPRINGS.
 DU1477'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE WITH IDAHO ROAD, EAST
 DU1477'ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE, FOR ABOUT 3100
 DU1477'FT. AND TO THE STATION.  ABOUT 165 FT. SOUTH OF THE CENTERLINE. 20 FT.
 DU1477'SOUTH OF THE TRACK MARKING THE CENTER OF THE SECTION. SUPERSTITION
 DU1477'FREEWAY CENTERLINE BETWEEN POWER RD. AND APACHE JUNCTION. A REBAR,
 DU1477'WITH A METAL TAG, UP 0.05 FT.
 DU1477
 DU1477                          STATION RECOVERY (1999)
 DU1477
 DU1477'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1478 ***********************************************************************
 DU1478  DESIGNATION -  1262 Y
 DU1478  PID         -  DU1478
 DU1478  STATE/COUNTY-  AZ/PINAL
 DU1478  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1478
 DU1478                         *CURRENT SURVEY CONTROL
 DU1478  ___________________________________________________________________
 DU1478* NAD 83(1986)-  33 23 18.     (N)    111 31 44.     (W)     SCALED    
 DU1478* NAVD 88     -       508.938  (meters)    1669.74   (feet)  ADJUSTED  
 DU1478  ___________________________________________________________________
 DU1478  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DU1478  DYNAMIC HT  -         508.319 (meters)    1667.71  (feet)  COMP
 DU1478  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 DU1478
 DU1478  VERT ORDER  -  FIRST     CLASS I
 DU1478
 DU1478.The horizontal coordinates were scaled from a topographic map and have
 DU1478.an estimated accuracy of +/- 6 seconds.
 DU1478
 DU1478.The orthometric height was determined by differential leveling
 DU1478.and adjusted in November 1993.
 DU1478
 DU1478.The geoid height was determined by GEOID03.
 DU1478
 DU1478.The dynamic height is computed by dividing the NAVD 88
 DU1478.geopotential number by the normal gravity value computed on the
 DU1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1478.degrees latitude (g = 980.6199 gals.).
 DU1478
 DU1478.The modeled gravity was interpolated from observed gravity values.
 DU1478
 DU1478;                    North         East    Units  Estimated Accuracy
 DU1478;SPC AZ C     -   264,880.      249,440.      MT  (+/- 180 meters Scaled)
 DU1478
 DU1478                          SUPERSEDED SURVEY CONTROL
 DU1478
 DU1478  NGVD 29 (??/??/92)  508.348  (m)         1667.81   (f) ADJ UNCH    1 1
 DU1478
 DU1478.Superseded values are not recommended for survey control.
 DU1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1478.See file dsdata.txt to determine how the superseded data were derived.
 DU1478
 DU1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB508944(NAD 83)
 DU1478_MARKER: DD = SURVEY DISK
 DU1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1478_SP_SET: CONCRETE POST
 DU1478_STAMPING: P M BM 1262-Y
 DU1478_MARK LOGO: AZHD  
 DU1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1478+STABILITY: SURFACE MOTION
 DU1478
 DU1478  HISTORY     - Date     Condition        Report By
 DU1478  HISTORY     - UNK      MONUMENTED       AZDT
 DU1478  HISTORY     - 1975     GOOD             AZDT
 DU1478  HISTORY     - 1984     GOOD             AZDT
 DU1478  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU1478
 DU1478                          STATION DESCRIPTION
 DU1478
 DU1478'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1478'3.8 MI SW FROM PALM SPRINGS.
 DU1478'750 FT. NORTH OF THE CENTERLINE OF THE SUPERSTITION FREEWAY.  50 FT.
 DU1478'EAST OF THE CENTERLINE OF TOMAHAWK ROAD.  3 FT. SOUTH OF A POWER POLE
 DU1478'WITH A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD
 DU1478'AND APACHE JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST,
 DU1478'UP 0.35 FT.
 DU1478
 DU1478                          STATION RECOVERY (1984)
 DU1478
 DU1478'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1478'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1478'INTERSECTION OF SOUTHERN AVENUE AND SOUTH TOMAHAWK DRIVE TRAVEL SOUTH
 DU1478'ON TOMAHAWK FOR 0.56 KM.  (0.35 MI.) TO THE STATION.
 DU1478
 DU1478                          STATION RECOVERY (2006)
 DU1478
 DU1478'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1478'DID NOT LOCATE SURVEY SIGN OR THE STATION NEAR THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1490 ***********************************************************************
 DU1490  DESIGNATION -  1262 Y 2
 DU1490  PID         -  DU1490
 DU1490  STATE/COUNTY-  AZ/PINAL
 DU1490  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1490
 DU1490                         *CURRENT SURVEY CONTROL
 DU1490  ___________________________________________________________________
 DU1490* NAD 83(1986)-  33 23 10.     (N)    111 30 56.     (W)     SCALED    
 DU1490* NAVD 88     -       514.406  (meters)    1687.68   (feet)  ADJUSTED  
 DU1490  ___________________________________________________________________
 DU1490  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1490  DYNAMIC HT  -         513.779 (meters)    1685.62  (feet)  COMP
 DU1490  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 DU1490
 DU1490  VERT ORDER  -  FIRST     CLASS I
 DU1490
 DU1490.The horizontal coordinates were scaled from a topographic map and have
 DU1490.an estimated accuracy of +/- 6 seconds.
 DU1490
 DU1490.The orthometric height was determined by differential leveling
 DU1490.and adjusted in November 1993.
 DU1490
 DU1490.The geoid height was determined by GEOID03.
 DU1490
 DU1490.The dynamic height is computed by dividing the NAVD 88
 DU1490.geopotential number by the normal gravity value computed on the
 DU1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1490.degrees latitude (g = 980.6199 gals.).
 DU1490
 DU1490.The modeled gravity was interpolated from observed gravity values.
 DU1490
 DU1490;                    North         East    Units  Estimated Accuracy
 DU1490;SPC AZ C     -   264,640.      250,680.      MT  (+/- 180 meters Scaled)
 DU1490
 DU1490                          SUPERSEDED SURVEY CONTROL
 DU1490
 DU1490  NGVD 29 (??/??/92)  513.815  (m)         1685.74   (f) ADJ UNCH    1 1
 DU1490
 DU1490.Superseded values are not recommended for survey control.
 DU1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1490.See file dsdata.txt to determine how the superseded data were derived.
 DU1490
 DU1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB520942(NAD 83)
 DU1490_MARKER: I = METAL ROD
 DU1490_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1490+WITH SETTING: INFORMATION.
 DU1490_SP_SET: SHALLOW SET METAL ROD
 DU1490_STAMPING: P M BM 1262-Y-2
 DU1490_MARK LOGO: NONE  
 DU1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1490
 DU1490  HISTORY     - Date     Condition        Report By
 DU1490  HISTORY     - UNK      MONUMENTED       NGS
 DU1490  HISTORY     - 1975     GOOD             AZDT
 DU1490  HISTORY     - 1984     GOOD             AZDT
 DU1490
 DU1490                          STATION DESCRIPTION
 DU1490
 DU1490'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1490'2.85 MI SE FROM PALM SPRINGS.
 DU1490'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1490'WEST ALONG THE CENTERLINE FOR ABOUT 500 FT. AND TO THE STATION. ABOUT
 DU1490'135 FT. NORTH OF THE CENTERLINE.  APPROXIMATELY OPPOSITE STATION
 DU1490'1390+00.  3.5 SOUTH OF A LONE SAGUARO.  SUPERSTITION FREEWAY, BETWEEN
 DU1490'POWER ROAD AND APACHE JUNCTION.  A REBAR, WITH A METAL TAG, UP 0.05
 DU1490'FT.
 DU1490
 DU1490                          STATION RECOVERY (1984)
 DU1490
 DU1490'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1490'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1490'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1490'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 9.49 KM.  (5.9
 DU1490'MI.),THEN NORTH 41.15 METERS (135 FT.) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1491 ***********************************************************************
 DU1491  DESIGNATION -  1262 Z
 DU1491  PID         -  DU1491
 DU1491  STATE/COUNTY-  AZ/PINAL
 DU1491  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1491
 DU1491                         *CURRENT SURVEY CONTROL
 DU1491  ___________________________________________________________________
 DU1491* NAD 83(1986)-  33 23 18.     (N)    111 30 38.     (W)     SCALED    
 DU1491* NAVD 88     -       517.49   (+/-2cm)    1697.8    (feet)  VERTCON   
 DU1491  ___________________________________________________________________
 DU1491  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1491  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1491
 DU1491.The horizontal coordinates were scaled from a topographic map and have
 DU1491.an estimated accuracy of +/- 6 seconds.
 DU1491
 DU1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1491.The vertical order pertains to the NGVD 29 superseded value.
 DU1491
 DU1491.The geoid height was determined by GEOID03.
 DU1491
 DU1491;                    North         East    Units  Estimated Accuracy
 DU1491;SPC AZ C     -   264,890.      251,140.      MT  (+/- 180 meters Scaled)
 DU1491
 DU1491                          SUPERSEDED SURVEY CONTROL
 DU1491
 DU1491  NGVD 29 (??/??/92)  516.918  (m)         1695.92   (f) ADJ UNCH    1 1
 DU1491
 DU1491.Superseded values are not recommended for survey control.
 DU1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1491.See file dsdata.txt to determine how the superseded data were derived.
 DU1491
 DU1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB525944(NAD 83)
 DU1491_MARKER: DB = BENCH MARK DISK
 DU1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1491_STAMPING: P M BM 1262-Z
 DU1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1491+STABILITY: SURFACE MOTION
 DU1491
 DU1491  HISTORY     - Date     Condition        Report By
 DU1491  HISTORY     - UNK      MONUMENTED       NGS
 DU1491  HISTORY     - 1975     GOOD             AZDT
 DU1491  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1491
 DU1491                          STATION DESCRIPTION
 DU1491
 DU1491'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1491'3 MI SE FROM PALM SPRINGS.
 DU1491'ABOUT 950 FT. NORTH OF THE INTERSECTION OF GOLDFIELD ROAD WITH THE
 DU1491'FREEWAY CENTERLINE.  15 FT. EAST OF THE CENTERLINE OF GOLDFIELD ROAD.
 DU1491'3 FT. NORTH OF A POWER POLE WITH A P AND M SURVEY SIGN. SUPERSTITION
 DU1491'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD BRASS CAP, SET
 DU1491'IN AN 8 IN. CONCRETE POST, UP 0.05 FT.
 DU1491
 DU1491                          STATION RECOVERY (2008)
 DU1491
 DU1491'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1491'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1491'MARK. GOLDFIELD ROAD IS NOW A FOUR-LANE ROAD, AND FIFTEEN FEET FROM
 DU1491'THE CENTERLINE IS NOW IN THE CURB LANE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0551 ***********************************************************************
 DA0551  DESIGNATION -  1263.3
 DA0551  PID         -  DA0551
 DA0551  STATE/COUNTY-  AZ/MARICOPA
 DA0551  USGS QUAD   -  DEADMAN GAP (1986)
 DA0551
 DA0551                         *CURRENT SURVEY CONTROL
 DA0551  ___________________________________________________________________
 DA0551* NAD 83(1986)-  32 31 36.     (N)    112 50 55.     (W)     SCALED    
 DA0551* NAVD 88     -       385.48   (+/-2cm)    1264.7    (feet)  VERTCON   
 DA0551  ___________________________________________________________________
 DA0551  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA0551  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0551
 DA0551.The horizontal coordinates were scaled from a topographic map and have
 DA0551.an estimated accuracy of +/- 6 seconds.
 DA0551
 DA0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0551.The vertical order pertains to the NGVD 29 superseded value.
 DA0551
 DA0551.The geoid height was determined by GEOID03.
 DA0551
 DA0551;                    North         East    Units  Estimated Accuracy
 DA0551;SPC AZ C     -   169,650.      125,810.      MT  (+/- 180 meters Scaled)
 DA0551
 DA0551                          SUPERSEDED SURVEY CONTROL
 DA0551
 DA0551  NGVD 29 (??/??/92)  384.821  (m)         1262.53   (f) ADJ UNCH    1 2
 DA0551
 DA0551.Superseded values are not recommended for survey control.
 DA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0551.See file dsdata.txt to determine how the superseded data were derived.
 DA0551
 DA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263003(NAD 83)
 DA0551_MARKER: Q = CHISELED SQUARE
 DA0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0551_SP_SET: ABUTMENT
 DA0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0551
 DA0551  HISTORY     - Date     Condition        Report By
 DA0551  HISTORY     - UNK      MONUMENTED       USGS
 DA0551  HISTORY     - 1953     GOOD             NGS
 DA0551  HISTORY     - 1980     GOOD             NGS
 DA0551
 DA0551                          STATION DESCRIPTION
 DA0551
 DA0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0551'12.6 MI N FROM AJO.
 DA0551'12.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0551'FROM THE STATION AT AJO, 0.4 MILE SOUTH OF THE ROCKY POINT SIDING
 DA0551'SIGN, NEAR MILEPOLE 31, AT LARGE WOODEN BRIDGE 310, IN THE TOP OF THE
 DA0551'NORTHEAST CONCRETE ABUTMENT, 5.0 FEET NORTHWEST OF THE NORTHEST RAIL,
 DA0551'0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, AND ABOUT 1
 DA0551'FOOT LOWER THAN THE TOP OF THE RAIL.
 DA0551
 DA0551                          STATION RECOVERY (1980)
 DA0551
 DA0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0212 ***********************************************************************
 DV0212  DESIGNATION -  1264.67
 DV0212  PID         -  DV0212
 DV0212  STATE/COUNTY-  AZ/MARICOPA
 DV0212  USGS QUAD   -  GLENDALE (1982)
 DV0212
 DV0212                         *CURRENT SURVEY CONTROL
 DV0212  ___________________________________________________________________
 DV0212* NAD 83(1986)-  33 35 46.     (N)    112 11 09.     (W)     SCALED    
 DV0212* NAVD 88     -       367.72   (+/-2cm)    1206.4    (feet)  VERTCON   
 DV0212  ___________________________________________________________________
 DV0212  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0212
 DV0212.The horizontal coordinates were scaled from a topographic map and have
 DV0212.an estimated accuracy of +/- 6 seconds.
 DV0212
 DV0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0212.The vertical order pertains to the NGVD 29 superseded value.
 DV0212
 DV0212.The geoid height was determined by GEOID03.
 DV0212
 DV0212;                    North         East    Units  Estimated Accuracy
 DV0212;SPC AZ C     -   287,890.      188,380.      MT  (+/- 180 meters Scaled)
 DV0212
 DV0212                          SUPERSEDED SURVEY CONTROL
 DV0212
 DV0212  NGVD 29 (??/??/92)  367.175  (m)         1204.64   (f) ADJ UNCH    2 0
 DV0212
 DV0212.Superseded values are not recommended for survey control.
 DV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0212.See file dsdata.txt to determine how the superseded data were derived.
 DV0212
 DV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899180(NAD 83)
 DV0212_MARKER: X = CHISELED CROSS
 DV0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0212_SP_SET: CULVERT
 DV0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0212
 DV0212  HISTORY     - Date     Condition        Report By
 DV0212  HISTORY     - UNK      MONUMENTED       RBNF
 DV0212  HISTORY     - 1945     GOOD             NGS
 DV0212  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 DV0212  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0212
 DV0212                          STATION DESCRIPTION
 DV0212
 DV0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0212'2.0 MI S FROM THUNDERBIRD NO 1 AIRPORT.
 DV0212'2.0 MILES SOUTH ALONG LATERAL NO. 18 FROM THE MAIN GATE OF THE
 DV0212'THUNDERBIRD NO. 1 AIRPORT, A CHISELED CROSS CUT ON THE EAST HEADWALL
 DV0212'OF A SMALL IRRIGATION DITCH, 63 FEET SOUTH OF CENTER-LINE OF A
 DV0212'EAST-WEST ROAD, 12.5 FEET EAST OF CENTER-LINE OF MAIN ROAD, 3.2 FEET
 DV0212'SOUTHWEST OF THE NORTHEAST END OF THE NORTH WINGWALL.
 DV0212
 DV0212                          STATION RECOVERY (2003)
 DV0212
 DV0212'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DV0212'MARK NOT FOUND. NO HEAD WALL. NO IRRIGATION DITCH.  GAS STATION BUILT
 DV0212'ON LOCATION.
 DV0212
 DV0212                          STATION RECOVERY (2007)
 DV0212
 DV0212'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0212'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0212'MARK. THERE IS NO HEADWALL OF AN IRRIGATION DITCH AT THE DESCRIBED
 DV0212'LOCATION. ASSUMED DESTROYED BY DEVELOPMENT OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0964 ***********************************************************************
 CZ0964  DESIGNATION -  1267.34
 CZ0964  PID         -  CZ0964
 CZ0964  STATE/COUNTY-  AZ/PINAL
 CZ0964  USGS QUAD   -  STANFIELD (1992)
 CZ0964
 CZ0964                         *CURRENT SURVEY CONTROL
 CZ0964  ___________________________________________________________________
 CZ0964* NAD 83(1986)-  32 58 57.     (N)    111 55 45.     (W)     SCALED    
 CZ0964* NAVD 88     -       385.905  (meters)    1266.09   (feet)  ADJUSTED  
 CZ0964  ___________________________________________________________________
 CZ0964  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ0964  DYNAMIC HT  -         385.438 (meters)    1264.56  (feet)  COMP
 CZ0964  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 CZ0964  OBS GRAVITY -     979,417.7   (mgal)                       GRAV_OBS
 CZ0964
 CZ0964  VERT ORDER  -  FIRST     CLASS II
 CZ0964
 CZ0964.The horizontal coordinates were scaled from a topographic map and have
 CZ0964.an estimated accuracy of +/- 6 seconds.
 CZ0964
 CZ0964.The orthometric height was determined by differential leveling
 CZ0964.and adjusted in June 1991.
 CZ0964
 CZ0964.The geoid height was determined by GEOID03.
 CZ0964
 CZ0964.The dynamic height is computed by dividing the NAVD 88
 CZ0964.geopotential number by the normal gravity value computed on the
 CZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0964.degrees latitude (g = 980.6199 gals.).
 CZ0964
 CZ0964.The modeled gravity was interpolated from observed gravity values.
 CZ0964.The observed gravity was obtained from relative gravimeter ties
 CZ0964.to the IGSN71 gravity network.
 CZ0964
 CZ0964;                    North         East    Units  Estimated Accuracy
 CZ0964;SPC AZ C     -   219,810.      212,190.      MT  (+/- 180 meters Scaled)
 CZ0964
 CZ0964                          SUPERSEDED SURVEY CONTROL
 CZ0964
 CZ0964  NGVD 29 (??/??/92)  385.726  (m)         1265.50   (f) ADJ UNCH    1 2
 CZ0964
 CZ0964.Superseded values are not recommended for survey control.
 CZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0964.See file dsdata.txt to determine how the superseded data were derived.
 CZ0964
 CZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB131497(NAD 83)
 CZ0964_MARKER: DD = SURVEY DISK
 CZ0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0964_SP_SET: CULVERT
 CZ0964_STAMPING: 1267.34 63
 CZ0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0964+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 CZ0964
 CZ0964  HISTORY     - Date     Condition        Report By
 CZ0964  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0964  HISTORY     - 1967     GOOD             NGS
 CZ0964  HISTORY     - 1980     GOOD             NGS
 CZ0964  HISTORY     - 1980     GOOD             NGS
 CZ0964  HISTORY     - 20060807 GOOD             GEOCAC
 CZ0964
 CZ0964                          STATION DESCRIPTION
 CZ0964
 CZ0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0964'8.7 MI SE FROM MARICOPA.
 CZ0964'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0964'MARICOPA, THENCE 8.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0964'RAILROAD, IN S 22, T 5 S, R 4 E, 189 FEET SOUTH OF THE CENTER OF THE
 CZ0964'CROSSING OF THE RAILROAD AND PAVED ROAD NUMBER 425, 161 FEET SOUTHWEST
 CZ0964'OF THE SOUTHWEST RAIL OF THE TRACK, 20 FEET WEST OF THE CENTER LINE OF
 CZ0964'THE ROAD, SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL
 CZ0964'OF A TWIN CHANNEL CONCRETE CULVERT, ABOUT LEVEL WITH THE ROAD, AND
 CZ0964'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CZ0964
 CZ0964                          STATION RECOVERY (1980)
 CZ0964
 CZ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0964'RECOVERED IN GOOD CONDITION.
 CZ0964
 CZ0964                          STATION RECOVERY (1980)
 CZ0964
 CZ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0964'RECOVERED IN GOOD CONDITION.
 CZ0964
 CZ0964                          STATION RECOVERY (2006)
 CZ0964
 CZ0964'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1044 ***********************************************************************
 DA1044  DESIGNATION -  1269+15
 DA1044  PID         -  DA1044
 DA1044  STATE/COUNTY-  AZ/YUMA
 DA1044  USGS QUAD   -  TACNA (1982)
 DA1044
 DA1044                         *CURRENT SURVEY CONTROL
 DA1044  ___________________________________________________________________
 DA1044* NAD 83(1986)-  32 42 12.     (N)    113 54 34.     (W)     SCALED    
 DA1044* NAVD 88     -       101.767  (meters)     333.88   (feet)  ADJUSTED  
 DA1044  ___________________________________________________________________
 DA1044  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA1044  DYNAMIC HT  -         101.649 (meters)     333.49  (feet)  COMP
 DA1044  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DA1044
 DA1044  VERT ORDER  -  FIRST     CLASS II
 DA1044
 DA1044.The horizontal coordinates were scaled from a topographic map and have
 DA1044.an estimated accuracy of +/- 6 seconds.
 DA1044
 DA1044.The orthometric height was determined by differential leveling
 DA1044.and adjusted in June 1991.
 DA1044
 DA1044.The geoid height was determined by GEOID03.
 DA1044
 DA1044.The dynamic height is computed by dividing the NAVD 88
 DA1044.geopotential number by the normal gravity value computed on the
 DA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1044.degrees latitude (g = 980.6199 gals.).
 DA1044
 DA1044.The modeled gravity was interpolated from observed gravity values.
 DA1044
 DA1044;                    North         East    Units  Estimated Accuracy
 DA1044;SPC AZ W     -   188,870.      198,410.      MT  (+/- 180 meters Scaled)
 DA1044
 DA1044                          SUPERSEDED SURVEY CONTROL
 DA1044
 DA1044  NGVD 29 (??/??/92)  101.002  (m)          331.37   (f) ADJ UNCH    1 2
 DA1044
 DA1044.Superseded values are not recommended for survey control.
 DA1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1044.See file dsdata.txt to determine how the superseded data were derived.
 DA1044
 DA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB272221(NAD 83)
 DA1044_MARKER: DB = BENCH MARK DISK
 DA1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1044_SP_SET: BRIDGE
 DA1044_STAMPING: 331.91 1269+15 1269+59.17 1941
 DA1044_MARK LOGO: AZHD  
 DA1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1044
 DA1044  HISTORY     - Date     Condition        Report By
 DA1044  HISTORY     - 1941     MONUMENTED       AZHD
 DA1044  HISTORY     - 1952     GOOD             NGS
 DA1044  HISTORY     - 1981     GOOD             NGS
 DA1044  HISTORY     - 1981     GOOD             NGS
 DA1044  HISTORY     - 20090206 GOOD             GEOCAC
 DA1044
 DA1044                          STATION DESCRIPTION
 DA1044
 DA1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1044'9.3 MI W FROM MOHAWK.
 DA1044'9.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1044'STATION AT MOHAWK, IN THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE OVER A
 DA1044'WASH, 0.3 MILE WEST OF A SECTION HOUSE AT COLFRED, 150 FEET NORTH OF
 DA1044'RAILROAD BRIDGE NO. 783.46, 17.3 FEET SOUTH OF THE CENTER LINE OF THE
 DA1044'HIGHWAY, AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 DA1044
 DA1044                          STATION RECOVERY (1981)
 DA1044
 DA1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1044'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1044'IN TACNA, AT A LARGE PINK OIL TANK NUMBER 328B-09, SET IN THE TOP
 DA1044'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 5.2 M (17.3 FT)
 DA1044'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.5 FT) SOUTHWEST
 DA1044'OF THE NORTHEAST END OF THE HEADWALL, 6.7 M (22.0 FT) NORTHEAST OF
 DA1044'THE SOUTHWEST END OF THE HEADWALL.
 DA1044'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1044
 DA1044                          STATION RECOVERY (1981)
 DA1044
 DA1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1044'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1044'IN TACNA, AT A LARGE PINK OIL TANK NUMBER 328B-09, SET IN THE TOP
 DA1044'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 5.2 M (17.3 FT)
 DA1044'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.5 FT) SOUTHWEST
 DA1044'OF THE NORTHEAST END OF THE HEADWALL, 6.7 M (22.0 FT) NORTHEAST OF
 DA1044'THE SOUTHWEST END OF THE HEADWALL.
 DA1044'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1044
 DA1044                          STATION RECOVERY (2009)
 DA1044
 DA1044'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1044'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1044'OF N 32 42' 13.1 W
 DA1044'113  54 34.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0059 ***********************************************************************
 EU0059  DESIGNATION -  1269.61
 EU0059  PID         -  EU0059
 EU0059  STATE/COUNTY-  AZ/MOHAVE
 EU0059  USGS QUAD   -  YUCCA (1970)
 EU0059
 EU0059                         *CURRENT SURVEY CONTROL
 EU0059  ___________________________________________________________________
 EU0059* NAD 83(1986)-  34 45 04.     (N)    114 13 25.     (W)     SCALED    
 EU0059* NAVD 88     -       387.61   (+/-2cm)    1271.7    (feet)  VERTCON   
 EU0059  ___________________________________________________________________
 EU0059  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EU0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0059
 EU0059.The horizontal coordinates were scaled from a topographic map and have
 EU0059.an estimated accuracy of +/- 6 seconds.
 EU0059
 EU0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0059.The vertical order pertains to the NGVD 29 superseded value.
 EU0059
 EU0059.The geoid height was determined by GEOID03.
 EU0059
 EU0059;                    North         East    Units  Estimated Accuracy
 EU0059;SPC AZ W     -   416,080.      170,000.      MT  (+/- 180 meters Scaled)
 EU0059
 EU0059                          SUPERSEDED SURVEY CONTROL
 EU0059
 EU0059  NGVD 29 (??/??/??)  386.916  (m)         1269.41   (f) ADJUSTED    2 0
 EU0059
 EU0059.Superseded values are not recommended for survey control.
 EU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0059.See file dsdata.txt to determine how the superseded data were derived.
 EU0059
 EU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU541489(NAD 83)
 EU0059_MARKER: DD = SURVEY DISK
 EU0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0059_SP_SET: CULVERT
 EU0059_STAMPING: 1269.61 820X00 1951
 EU0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0059
 EU0059  HISTORY     - Date     Condition        Report By
 EU0059  HISTORY     - 1951     MONUMENTED       AZHD
 EU0059  HISTORY     - 1961     GOOD             NGS
 EU0059  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0059  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0059
 EU0059                          STATION DESCRIPTION
 EU0059
 EU0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0059'10.5 MI SW FROM YUCCA.
 EU0059'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0059'YUCCA, THENCE 10.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET IN
 EU0059'THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL OF A
 EU0059'12 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20 FEET SOUTHEAST
 EU0059'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT LEVEL WITH THE
 EU0059'HIGHWAY.
 EU0059
 EU0059                          STATION RECOVERY (1970)
 EU0059
 EU0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0059'MARK NOT FOUND.
 EU0059
 EU0059                          STATION RECOVERY (1981)
 EU0059
 EU0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0059'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0696 ***********************************************************************
 GP0696  DESIGNATION -  127 DOR
 GP0696  PID         -  GP0696
 GP0696  STATE/COUNTY-  AZ/NAVAJO
 GP0696  USGS QUAD   -  SHONTO NW (1980)
 GP0696
 GP0696                         *CURRENT SURVEY CONTROL
 GP0696  ___________________________________________________________________
 GP0696* NAD 83(1986)-  36 44 03.     (N)    110 37 32.     (W)     SCALED    
 GP0696* NAVD 88     -      2092.300  (meters)    6864.49   (feet)  ADJUSTED  
 GP0696  ___________________________________________________________________
 GP0696  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 GP0696  DYNAMIC HT  -        2089.645 (meters)    6855.78  (feet)  COMP
 GP0696  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 GP0696
 GP0696  VERT ORDER  -  SECOND    CLASS 0
 GP0696
 GP0696.The horizontal coordinates were scaled from a topographic map and have
 GP0696.an estimated accuracy of +/- 6 seconds.
 GP0696
 GP0696.The orthometric height was determined by differential leveling
 GP0696.and adjusted in June 1991.
 GP0696
 GP0696.The geoid height was determined by GEOID03.
 GP0696
 GP0696.The dynamic height is computed by dividing the NAVD 88
 GP0696.geopotential number by the normal gravity value computed on the
 GP0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0696.degrees latitude (g = 980.6199 gals.).
 GP0696
 GP0696.The modeled gravity was interpolated from observed gravity values.
 GP0696
 GP0696;                    North         East    Units  Estimated Accuracy
 GP0696;SPC AZ E     -   636,070.      172,380.      MT  (+/- 180 meters Scaled)
 GP0696
 GP0696                          SUPERSEDED SURVEY CONTROL
 GP0696
 GP0696.No superseded survey control is available for this station.
 GP0696
 GP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF334654(NAD 83)
 GP0696_MARKER: DB = BENCH MARK DISK
 GP0696_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0696+WITH SETTING: PAVEMENT
 GP0696_SP_SET: CONCRETE BOX
 GP0696_STAMPING: 127 DOR 1969 6861
 GP0696_MARK LOGO: USGS  
 GP0696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0696+STABILITY: SURFACE MOTION
 GP0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0696+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0696
 GP0696  HISTORY     - Date     Condition        Report By
 GP0696  HISTORY     - 1969     MONUMENTED       USGS
 GP0696
 GP0696                          STATION DESCRIPTION
 GP0696
 GP0696'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0696'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0696'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0696'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0696'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 8.3 MILES NORTHWEST
 GP0696'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO A WINDMILL, 240
 GP0696'FEET EAST OF THE ROAD, 55 FEET SOUTHWEST OF A WINDMILL, JUST
 GP0696'SOUTHWEST OF A LARGE CONCRETE WATER TANK, IN THE WEST CORNER OF A 4 X
 GP0696'5 FOOT CONCRETE BOX PROJECTING 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0037 ***********************************************************************
 CZ0037  DESIGNATION -  127+45.80
 CZ0037  PID         -  CZ0037
 CZ0037  STATE/COUNTY-  AZ/PIMA
 CZ0037  USGS QUAD   -  TUCSON (1992)
 CZ0037
 CZ0037                         *CURRENT SURVEY CONTROL
 CZ0037  ___________________________________________________________________
 CZ0037* NAD 83(1986)-  32 14 39.     (N)    110 59 17.     (W)     SCALED    
 CZ0037* NAVD 88     -       707.27   (+/-2cm)    2320.4    (feet)  VERTCON   
 CZ0037  ___________________________________________________________________
 CZ0037  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0037
 CZ0037.The horizontal coordinates were scaled from a topographic map and have
 CZ0037.an estimated accuracy of +/- 6 seconds.
 CZ0037
 CZ0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0037.The vertical order pertains to the NGVD 29 superseded value.
 CZ0037
 CZ0037.The geoid height was determined by GEOID03.
 CZ0037
 CZ0037;                    North         East    Units  Estimated Accuracy
 CZ0037;SPC AZ C     -   138,320.      300,870.      MT  (+/- 180 meters Scaled)
 CZ0037
 CZ0037                          SUPERSEDED SURVEY CONTROL
 CZ0037
 CZ0037  NGVD 29 (??/??/92)  706.605  (m)         2318.25   (f) ADJ UNCH    1 2
 CZ0037
 CZ0037.Superseded values are not recommended for survey control.
 CZ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0037.See file dsdata.txt to determine how the superseded data were derived.
 CZ0037
 CZ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA011675(NAD 83)
 CZ0037_MARKER: DD = SURVEY DISK
 CZ0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0037_SP_SET: CULVERT
 CZ0037_STAMPING: 2319.08 1951 SB 127+45.80
 CZ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0037
 CZ0037  HISTORY     - Date     Condition        Report By
 CZ0037  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0037  HISTORY     - 1951     GOOD             NGS
 CZ0037  HISTORY     - 1960     GOOD             NGS
 CZ0037  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0037
 CZ0037                          STATION DESCRIPTION
 CZ0037
 CZ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0037'2.5 MI NW FROM TUCSON.
 CZ0037'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0037'STATION AT TUCSON, THENCE 1.6 MILES NORTHWEST ALONG TUCSON ACCESS
 CZ0037'FREEWAY, AT RAILROAD MILE POLE 982, IN THE TOP OF THE APPROXIMATE
 CZ0037'CENTER OF THE SOUTHWEST HEADWALL OF A LARGE CONCRETE HIGHWAY CULVERT,
 CZ0037'28 1/2 FEET SOUTHWEST OF THE HIGHWAY CENTERLINE, AND ABOUT 1/2 FOOT
 CZ0037'LOWER THAN THE HIGHWAY.
 CZ0037
 CZ0037                          STATION RECOVERY (1960)
 CZ0037
 CZ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0037'RECOVERED IN GOOD CONDITION.
 CZ0037
 CZ0037                          STATION RECOVERY (1980)
 CZ0037
 CZ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0037'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE BENCH MARK WAS
 CZ0037'DESCRIBED AS 1/2 FOOT LOWER THAN THE HIGHWAY.  NO HEADWALL COULD
 CZ0037'BE FOUND 0.5 FOOT LOWER THAN THE HIGHWAY.  ALL HEADWALLS FOUND HAD
 CZ0037'1966 STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1508 ***********************************************************************
 DU1508  DESIGNATION -  1271 9
 DU1508  PID         -  DU1508
 DU1508  STATE/COUNTY-  AZ/PINAL
 DU1508  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1508
 DU1508                         *CURRENT SURVEY CONTROL
 DU1508  ___________________________________________________________________
 DU1508* NAD 83(1986)-  33 24 06.     (N)    111 31 38.     (W)     SCALED    
 DU1508* NAVD 88     -       524.04   (+/-2cm)    1719.3    (feet)  VERTCON   
 DU1508  ___________________________________________________________________
 DU1508  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1508  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1508
 DU1508.The horizontal coordinates were scaled from a topographic map and have
 DU1508.an estimated accuracy of +/- 6 seconds.
 DU1508
 DU1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1508.The vertical order pertains to the NGVD 29 superseded value.
 DU1508
 DU1508.The geoid height was determined by GEOID03.
 DU1508
 DU1508;                    North         East    Units  Estimated Accuracy
 DU1508;SPC AZ C     -   266,360.      249,590.      MT  (+/- 180 meters Scaled)
 DU1508
 DU1508                          SUPERSEDED SURVEY CONTROL
 DU1508
 DU1508  NGVD 29 (??/??/92)  523.472  (m)         1717.42   (f) ADJ UNCH    1 1
 DU1508
 DU1508.Superseded values are not recommended for survey control.
 DU1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1508.See file dsdata.txt to determine how the superseded data were derived.
 DU1508
 DU1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB509959(NAD 83)
 DU1508_MARKER: Z = SEE DESCRIPTION
 DU1508_SETTING: 0 = UNSPECIFIED SETTING
 DU1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1508
 DU1508  HISTORY     - Date     Condition        Report By
 DU1508  HISTORY     - UNK      MONUMENTED       NGS
 DU1508  HISTORY     - 1975     GOOD             AZDT
 DU1508  HISTORY     - 1975     GOOD             AZDT
 DU1508  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1508
 DU1508                          STATION DESCRIPTION
 DU1508
 DU1508'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1508'0.7 MI SE FROM PALM SPRINGS.
 DU1508'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1508'MILES AND TO THE STATION ON THE RIGHT.  A REBAR, 70 FT. SOUTH OF THE
 DU1508'SOUTH EDGE OF THE EAST BOUND LANE.  A REBAR, FLUSH.
 DU1508
 DU1508                          STATION RECOVERY (1975)
 DU1508
 DU1508'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1508'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1508'MILES AND TO THE STATION ON THE RIGHT.  A REBAR, 70 FT. SOUTH OF THE
 DU1508'SOUTH EDGE OF THE EAST BOUND LANE.  A REBAR, FLUSH.
 DU1508
 DU1508                          STATION RECOVERY (2008)
 DU1508
 DU1508'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1508'NO REBAR NOTED AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1931 ***********************************************************************
 DU1931  DESIGNATION -  1271.7
 DU1931  PID         -  DU1931
 DU1931  STATE/COUNTY-  AZ/PINAL
 DU1931  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1931
 DU1931                         *CURRENT SURVEY CONTROL
 DU1931  ___________________________________________________________________
 DU1931* NAD 83(1986)-  33 23 11.     (N)    111 31 43.     (W)     SCALED    
 DU1931* NAVD 88     -       507.611  (meters)    1665.39   (feet)  ADJUSTED  
 DU1931  ___________________________________________________________________
 DU1931  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU1931  DYNAMIC HT  -         506.994 (meters)    1663.36  (feet)  COMP
 DU1931  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 DU1931
 DU1931  VERT ORDER  -  SECOND    CLASS I
 DU1931
 DU1931.The horizontal coordinates were scaled from a topographic map and have
 DU1931.an estimated accuracy of +/- 6 seconds.
 DU1931
 DU1931.The orthometric height was determined by differential leveling
 DU1931.and adjusted in November 1993.
 DU1931
 DU1931.The geoid height was determined by GEOID03.
 DU1931
 DU1931.The dynamic height is computed by dividing the NAVD 88
 DU1931.geopotential number by the normal gravity value computed on the
 DU1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1931.degrees latitude (g = 980.6199 gals.).
 DU1931
 DU1931.The modeled gravity was interpolated from observed gravity values.
 DU1931
 DU1931;                    North         East    Units  Estimated Accuracy
 DU1931;SPC AZ C     -   264,670.      249,460.      MT  (+/- 180 meters Scaled)
 DU1931
 DU1931                          SUPERSEDED SURVEY CONTROL
 DU1931
 DU1931.No superseded survey control is available for this station.
 DU1931
 DU1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB508942(NAD 83)
 DU1931_MARKER: DE = TRAVERSE STATION DISK
 DU1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1931_SP_SET: CONCRETE POST
 DU1931_STAMPING: P M BM 1271.7
 DU1931_MARK LOGO: NONE  
 DU1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1931+STABILITY: SURFACE MOTION
 DU1931
 DU1931  HISTORY     - Date     Condition        Report By
 DU1931  HISTORY     - UNK      MONUMENTED       AZDT
 DU1931  HISTORY     - 1984     GOOD             AZDT
 DU1931
 DU1931                          STATION DESCRIPTION
 DU1931
 DU1931'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1931'IN APACHE JUNCTION.
 DU1931'FROM THE INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1931'JUNCTION TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 8.04 KM.
 DU1931'(5.0 MI.) TO THE STATION, AT THE INTERSECTION OF STATE ROUTE 360
 DU1931'CENTERLINE AND TOMAHAWK DRIVE, 6.7 METERS (22.0 FT.) WEST OF TOMAHAWK
 DU1931'DRIVE CENTERLINE, 1.22 METERS (4.0 FT.) EAST OF A P AND M SURVEY
 DU1931'SIGN.  THE MARK IS AN AHD BRASS CAP, SET IN AN 8 INCH SQUARE CONCRETE
 DU1931'POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0746 ***********************************************************************
 DU0746  DESIGNATION -  1272.85
 DU0746  PID         -  DU0746
 DU0746  STATE/COUNTY-  AZ/PINAL
 DU0746  USGS QUAD   -  GILA BUTTE (1981)
 DU0746
 DU0746                         *CURRENT SURVEY CONTROL
 DU0746  ___________________________________________________________________
 DU0746* NAD 83(1986)-  33 08 31.     (N)    111 45 33.     (W)     SCALED    
 DU0746* NAVD 88     -       388.22   (+/-2cm)    1273.7    (feet)  VERTCON   
 DU0746  ___________________________________________________________________
 DU0746  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0746
 DU0746.The horizontal coordinates were scaled from a topographic map and have
 DU0746.an estimated accuracy of +/- 6 seconds.
 DU0746
 DU0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0746.The vertical order pertains to the NGVD 29 superseded value.
 DU0746
 DU0746.The geoid height was determined by GEOID03.
 DU0746
 DU0746;                    North         East    Units  Estimated Accuracy
 DU0746;SPC AZ C     -   237,500.      228,050.      MT  (+/- 180 meters Scaled)
 DU0746
 DU0746                          SUPERSEDED SURVEY CONTROL
 DU0746
 DU0746  NGVD 29 (??/??/92)  387.730  (m)         1272.08   (f) ADJ UNCH    2 0
 DU0746
 DU0746.Superseded values are not recommended for survey control.
 DU0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0746.See file dsdata.txt to determine how the superseded data were derived.
 DU0746
 DU0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291672(NAD 83)
 DU0746_MARKER: DD = SURVEY DISK
 DU0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0746_SP_SET: BRIDGE
 DU0746_STAMPING: 1272.85 41-02.4 32
 DU0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0746
 DU0746  HISTORY     - Date     Condition        Report By
 DU0746  HISTORY     - UNK      MONUMENTED       AZHD
 DU0746  HISTORY     - 1948     GOOD             NGS
 DU0746  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0746
 DU0746                          STATION DESCRIPTION
 DU0746
 DU0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0746'5.5 MI N FROM OLDBERG.
 DU0746'5.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0746'76.4 FEET WEST OF RAILROAD BRIDGE NO. 942.25, 16.6 FEET EAST OF THE
 DU0746'CENTER LINE OF STATE ROUTE 87, SET IN THE TOP AND IN THE CENTER OF THE
 DU0746'EAST CONCRETE HEADWALL OF THE BRIDGE IN THE HIGHWAY OVER A WIDE WASH.
 DU0746
 DU0746                          STATION RECOVERY (2006)
 DU0746
 DU0746'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0746'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0557 ***********************************************************************
 DA0557  DESIGNATION -  1275
 DA0557  PID         -  DA0557
 DA0557  STATE/COUNTY-  AZ/MARICOPA
 DA0557  USGS QUAD   -  MIDWAY SW (1986)
 DA0557
 DA0557                         *CURRENT SURVEY CONTROL
 DA0557  ___________________________________________________________________
 DA0557* NAD 83(1986)-  32 30 52.     (N)    112 54 24.     (W)     SCALED    
 DA0557* NAVD 88     -       389.36   (+/-2cm)    1277.4    (feet)  VERTCON   
 DA0557  ___________________________________________________________________
 DA0557  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0557  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0557
 DA0557.The horizontal coordinates were scaled from a topographic map and have
 DA0557.an estimated accuracy of +/- 6 seconds.
 DA0557
 DA0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0557.The vertical order pertains to the NGVD 29 superseded value.
 DA0557
 DA0557.The geoid height was determined by GEOID03.
 DA0557
 DA0557;                    North         East    Units  Estimated Accuracy
 DA0557;SPC AZ C     -   168,340.      120,350.      MT  (+/- 180 meters Scaled)
 DA0557
 DA0557                          SUPERSEDED SURVEY CONTROL
 DA0557
 DA0557  NGVD 29 (??/??/92)  388.704  (m)         1275.27   (f) ADJ UNCH    1 2
 DA0557
 DA0557.Superseded values are not recommended for survey control.
 DA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0557.See file dsdata.txt to determine how the superseded data were derived.
 DA0557
 DA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA209990(NAD 83)
 DA0557_MARKER: DD = SURVEY DISK
 DA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0557_STAMPING: 1275 1948 14 GWM
 DA0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0557+STABILITY: SURFACE MOTION
 DA0557
 DA0557  HISTORY     - Date     Condition        Report By
 DA0557  HISTORY     - 1948     MONUMENTED       USGS
 DA0557  HISTORY     - 1953     GOOD             NGS
 DA0557
 DA0557                          STATION DESCRIPTION
 DA0557
 DA0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0557'11.7 MI N FROM AJO.
 DA0557'9.8 MILES NORTH ALONG THE TUCSON, CORNERLIA AND GILA BEND RAILROAD
 DA0557'FROM THE STATION AT AJO, THENCE 1.9 MILES NORTHWEST ALONG A GRAVELED
 DA0557'ROAD LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 43 FEET
 DA0557'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF A WITNESS
 DA0557'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 DA0557'CONCRETE POST WHICH IS ENCASED BY AN 8-INCH CONCRETE PIPE PROJECTING
 DA0557'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0747 ***********************************************************************
 DU0747  DESIGNATION -  1276.82
 DU0747  PID         -  DU0747
 DU0747  STATE/COUNTY-  AZ/PINAL
 DU0747  USGS QUAD   -  GILA BUTTE (1981)
 DU0747
 DU0747                         *CURRENT SURVEY CONTROL
 DU0747  ___________________________________________________________________
 DU0747* NAD 83(1986)-  33 08 22.     (N)    111 45 23.     (W)     SCALED    
 DU0747* NAVD 88     -       389.43   (+/-2cm)    1277.7    (feet)  VERTCON   
 DU0747  ___________________________________________________________________
 DU0747  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0747
 DU0747.The horizontal coordinates were scaled from a topographic map and have
 DU0747.an estimated accuracy of +/- 6 seconds.
 DU0747
 DU0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0747.The vertical order pertains to the NGVD 29 superseded value.
 DU0747
 DU0747.The geoid height was determined by GEOID03.
 DU0747
 DU0747;                    North         East    Units  Estimated Accuracy
 DU0747;SPC AZ C     -   237,230.      228,310.      MT  (+/- 180 meters Scaled)
 DU0747
 DU0747                          SUPERSEDED SURVEY CONTROL
 DU0747
 DU0747  NGVD 29 (??/??/92)  388.947  (m)         1276.07   (f) ADJ UNCH    2 0
 DU0747
 DU0747.Superseded values are not recommended for survey control.
 DU0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0747.See file dsdata.txt to determine how the superseded data were derived.
 DU0747
 DU0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB294670(NAD 83)
 DU0747_MARKER: DD = SURVEY DISK
 DU0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0747_SP_SET: BRIDGE
 DU0747_STAMPING: 1276.82 29-02.2 32
 DU0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0747
 DU0747  HISTORY     - Date     Condition        Report By
 DU0747  HISTORY     - UNK      MONUMENTED       AZHD
 DU0747  HISTORY     - 1948     GOOD             NGS
 DU0747  HISTORY     - 1959     GOOD             NGS
 DU0747  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0747
 DU0747                          STATION DESCRIPTION
 DU0747
 DU0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0747'5.3 MI N FROM OLDBERG.
 DU0747'5.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0747'86.4 FEET SOUTH OF STATE MILE POST 153, 84.0 FEET WEST OF THE CENTER
 DU0747'LINE OF THE RAILROAD, 16.2 FEET EAST OF THE CENTER LINE OF STATE ROUTE
 DU0747'87, WEST OF RAILROAD BRIDGE NO. 942.48, SET IN THE TOP AND IN THE
 DU0747'CENTER OF THE EAST CONCRETE HEADWALL OF A BRIDGE IN THE HIGHWAY OVER A
 DU0747'WIDE WASH.
 DU0747
 DU0747                          STATION RECOVERY (1959)
 DU0747
 DU0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0747'RECOVERED IN GOOD CONDITION.
 DU0747
 DU0747                          STATION RECOVERY (2006)
 DU0747
 DU0747'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0747'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1294 ***********************************************************************
 DV1294  DESIGNATION -  1277
 DV1294  PID         -  DV1294
 DV1294  STATE/COUNTY-  AZ/MARICOPA
 DV1294  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1294
 DV1294                         *CURRENT SURVEY CONTROL
 DV1294  ___________________________________________________________________
 DV1294* NAD 83(1986)-  33 35 47.     (N)    112 06 44.     (W)     SCALED    
 DV1294* NAVD 88     -       389.584  (meters)    1278.16   (feet)  ADJUSTED  
 DV1294  ___________________________________________________________________
 DV1294  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1294  DYNAMIC HT  -         389.134 (meters)    1276.68  (feet)  COMP
 DV1294  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 DV1294
 DV1294  VERT ORDER  -  FIRST     CLASS II
 DV1294
 DV1294.The horizontal coordinates were scaled from a topographic map and have
 DV1294.an estimated accuracy of +/- 6 seconds.
 DV1294
 DV1294.The orthometric height was determined by differential leveling
 DV1294.and adjusted in November 1993.
 DV1294
 DV1294.The geoid height was determined by GEOID03.
 DV1294
 DV1294.The dynamic height is computed by dividing the NAVD 88
 DV1294.geopotential number by the normal gravity value computed on the
 DV1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1294.degrees latitude (g = 980.6199 gals.).
 DV1294
 DV1294.The modeled gravity was interpolated from observed gravity values.
 DV1294
 DV1294;                    North         East    Units  Estimated Accuracy
 DV1294;SPC AZ C     -   287,910.      195,210.      MT  (+/- 180 meters Scaled)
 DV1294
 DV1294                          SUPERSEDED SURVEY CONTROL
 DV1294
 DV1294.No superseded survey control is available for this station.
 DV1294
 DV1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968179(NAD 83)
 DV1294_MARKER: DB = BENCH MARK DISK
 DV1294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1294_SP_SET: CONCRETE BRIDGE
 DV1294_STAMPING: 1277.22
 DV1294_MARK LOGO: AZDT  
 DV1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1294
 DV1294  HISTORY     - Date     Condition        Report By
 DV1294  HISTORY     - 1965     MONUMENTED       AZDT
 DV1294  HISTORY     - 1981     GOOD             AZDT
 DV1294
 DV1294                          STATION DESCRIPTION
 DV1294
 DV1294'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1294'PHOENIX.
 DV1294'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1294'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO CACTUS ROAD AND THE MARK
 DV1294'ON THE NORTH END OF THE WEST CURB OF THE NORTHBOUND OVERPASS BRIDGE.
 DV1294'164.0 FT (49.9 METERS) SOUTH OF MILEPOST 210.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0749 ***********************************************************************
 DU0749  DESIGNATION -  1277.37
 DU0749  PID         -  DU0749
 DU0749  STATE/COUNTY-  AZ/PINAL
 DU0749  USGS QUAD   -  GILA BUTTE (1981)
 DU0749
 DU0749                         *CURRENT SURVEY CONTROL
 DU0749  ___________________________________________________________________
 DU0749* NAD 83(1986)-  33 07 56.     (N)    111 45 02.     (W)     SCALED    
 DU0749* NAVD 88     -       389.60   (+/-2cm)    1278.2    (feet)  VERTCON   
 DU0749  ___________________________________________________________________
 DU0749  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0749
 DU0749.The horizontal coordinates were scaled from a topographic map and have
 DU0749.an estimated accuracy of +/- 6 seconds.
 DU0749
 DU0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0749.The vertical order pertains to the NGVD 29 superseded value.
 DU0749
 DU0749.The geoid height was determined by GEOID03.
 DU0749
 DU0749;                    North         East    Units  Estimated Accuracy
 DU0749;SPC AZ C     -   236,430.      228,860.      MT  (+/- 180 meters Scaled)
 DU0749
 DU0749                          SUPERSEDED SURVEY CONTROL
 DU0749
 DU0749  NGVD 29 (??/??/92)  389.117  (m)         1276.63   (f) ADJ UNCH    2 0
 DU0749
 DU0749.Superseded values are not recommended for survey control.
 DU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0749.See file dsdata.txt to determine how the superseded data were derived.
 DU0749
 DU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB299661(NAD 83)
 DU0749_MARKER: DD = SURVEY DISK
 DU0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0749_SP_SET: BRIDGE
 DU0749_STAMPING: 1277.37 0+29.3 32
 DU0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0749
 DU0749  HISTORY     - Date     Condition        Report By
 DU0749  HISTORY     - UNK      MONUMENTED       AZHD
 DU0749  HISTORY     - 1948     GOOD             NGS
 DU0749  HISTORY     - 1959     GOOD             NGS
 DU0749  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0749
 DU0749                          STATION DESCRIPTION
 DU0749
 DU0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0749'4.7 MI N FROM OLDBERG.
 DU0749'4.7 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0749'0.1 MILE WEST OF THE RAILROAD, 52.6 FEET NORTH OF THE CENTER LINE OF
 DU0749'THE ROAD TO DOCK, 17.0 FEET EAST OF THE CENTER LINE OF STATE ROUTE 87,
 DU0749'1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE CENTER
 DU0749'OF THE EAST CONCRETE HEADWALL OF BRIDGE OVER A LARGE WASH.
 DU0749
 DU0749                          STATION RECOVERY (1959)
 DU0749
 DU0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0749'RECOVERED IN GOOD CONDITION.
 DU0749
 DU0749                          STATION RECOVERY (2006)
 DU0749
 DU0749'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0749'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0748 ***********************************************************************
 DU0748  DESIGNATION -  1278.33
 DU0748  PID         -  DU0748
 DU0748  STATE/COUNTY-  AZ/PINAL
 DU0748  USGS QUAD   -  GILA BUTTE (1981)
 DU0748
 DU0748                         *CURRENT SURVEY CONTROL
 DU0748  ___________________________________________________________________
 DU0748* NAD 83(1986)-  33 08 12.     (N)    111 45 12.     (W)     SCALED    
 DU0748* NAVD 88     -       389.90   (+/-2cm)    1279.2    (feet)  VERTCON   
 DU0748  ___________________________________________________________________
 DU0748  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DU0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0748
 DU0748.The horizontal coordinates were scaled from a topographic map and have
 DU0748.an estimated accuracy of +/- 6 seconds.
 DU0748
 DU0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0748.The vertical order pertains to the NGVD 29 superseded value.
 DU0748
 DU0748.The geoid height was determined by GEOID03.
 DU0748
 DU0748;                    North         East    Units  Estimated Accuracy
 DU0748;SPC AZ C     -   236,920.      228,600.      MT  (+/- 180 meters Scaled)
 DU0748
 DU0748                          SUPERSEDED SURVEY CONTROL
 DU0748
 DU0748  NGVD 29 (??/??/92)  389.411  (m)         1277.59   (f) ADJ UNCH    2 0
 DU0748
 DU0748.Superseded values are not recommended for survey control.
 DU0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0748.See file dsdata.txt to determine how the superseded data were derived.
 DU0748
 DU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB297666(NAD 83)
 DU0748_MARKER: DD = SURVEY DISK
 DU0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0748_SP_SET: BRIDGE
 DU0748_STAMPING: 1278.33 15+375.5 32
 DU0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0748
 DU0748  HISTORY     - Date     Condition        Report By
 DU0748  HISTORY     - UNK      MONUMENTED       AZHD
 DU0748  HISTORY     - 1948     GOOD             NGS
 DU0748  HISTORY     - 1959     GOOD             NGS
 DU0748  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0748
 DU0748                          STATION DESCRIPTION
 DU0748
 DU0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0748'5.0 MI N FROM OLDBERG.
 DU0748'5.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0748'16.0 FEET EAST OF THE CENTER LINE OF STATE ROUTE 87, SET IN THE TOP
 DU0748'AND IN THE CENTER OF THE EAST CONCRETE HEADWALL OF A BRIDGE IN THE
 DU0748'HIGHWAY OVER A WIDE WASH.
 DU0748
 DU0748                          STATION RECOVERY (1959)
 DU0748
 DU0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0748'RECOVERED IN GOOD CONDITION.
 DU0748
 DU0748                          STATION RECOVERY (2006)
 DU0748
 DU0748'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0748'A MARK DATED 1963 WAS FOUND AT THE SAME LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1046 ***********************************************************************
 DA1046  DESIGNATION -  1279+60=330.65
 DA1046  PID         -  DA1046
 DA1046  STATE/COUNTY-  AZ/YUMA
 DA1046  USGS QUAD   -  TACNA (1982)
 DA1046
 DA1046                         *CURRENT SURVEY CONTROL
 DA1046  ___________________________________________________________________
 DA1046* NAD 83(1986)-  32 42 15.     (N)    113 54 24.     (W)     SCALED    
 DA1046* NAVD 88     -       101.332  (meters)     332.45   (feet)  ADJUSTED  
 DA1046  ___________________________________________________________________
 DA1046  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA1046  DYNAMIC HT  -         101.214 (meters)     332.07  (feet)  COMP
 DA1046  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DA1046
 DA1046  VERT ORDER  -  FIRST     CLASS II
 DA1046
 DA1046.The horizontal coordinates were scaled from a topographic map and have
 DA1046.an estimated accuracy of +/- 6 seconds.
 DA1046
 DA1046.The orthometric height was determined by differential leveling
 DA1046.and adjusted in June 1991.
 DA1046
 DA1046.The geoid height was determined by GEOID03.
 DA1046
 DA1046.The dynamic height is computed by dividing the NAVD 88
 DA1046.geopotential number by the normal gravity value computed on the
 DA1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1046.degrees latitude (g = 980.6199 gals.).
 DA1046
 DA1046.The modeled gravity was interpolated from observed gravity values.
 DA1046
 DA1046;                    North         East    Units  Estimated Accuracy
 DA1046;SPC AZ W     -   188,960.      198,670.      MT  (+/- 180 meters Scaled)
 DA1046
 DA1046                          SUPERSEDED SURVEY CONTROL
 DA1046
 DA1046.No superseded survey control is available for this station.
 DA1046
 DA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB275222(NAD 83)
 DA1046_MARKER: DD = SURVEY DISK
 DA1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1046_SP_SET: BRIDGE
 DA1046_STAMPING: 330.65 1279+60 1279+82.5 1941
 DA1046_MARK LOGO: AZHD  
 DA1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1046
 DA1046  HISTORY     - Date     Condition        Report By
 DA1046  HISTORY     - 1941     MONUMENTED       AZHD
 DA1046  HISTORY     - 1952     GOOD             NGS
 DA1046  HISTORY     - 1981     GOOD             NGS
 DA1046  HISTORY     - 1981     GOOD             NGS
 DA1046  HISTORY     - 20090206 GOOD             GEOCAC
 DA1046
 DA1046                          STATION DESCRIPTION
 DA1046
 DA1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1046'9.1 MI W FROM MOHAWK.
 DA1046'9.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1046'STATION AT MOHAWK, IN THE SOUTH RAIL OF A HIGHWAY BRIDGE OVER A WASH,
 DA1046'0.1 MILE WEST OF THE SECTION HOUSES AT COLFRED, 210 FEET NORTH OF
 DA1046'RAILROAD BRIDGE NO. 783.66, 17.3 FEET SOUTH OF THE CENTER LINE OF THE
 DA1046'HIGHWAY, AND 0.8 FOOT ABOVE THE HIGHWAY.
 DA1046
 DA1046                          STATION RECOVERY (1981)
 DA1046
 DA1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1046'4.5 KM (2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1046'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1046'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1046'HIGHWAY, 3.4 M (11.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1046'HEADWALL, 3.6 M (11.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1046'HEADWALL.
 DA1046'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1046
 DA1046                          STATION RECOVERY (1981)
 DA1046
 DA1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1046'4.5 KM (2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1046'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1046'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1046'HIGHWAY, 3.4 M (11.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1046'HEADWALL, 3.6 M (11.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1046'HEADWALL.
 DA1046'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1046
 DA1046                          STATION RECOVERY (2009)
 DA1046
 DA1046'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1046'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1046' 
 DA1046'OF N 32 42' 15.5 W 113 54' 22.9
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0697 ***********************************************************************
 GP0697  DESIGNATION -  128 DOR
 GP0697  PID         -  GP0697
 GP0697  STATE/COUNTY-  AZ/NAVAJO
 GP0697  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0697
 GP0697                         *CURRENT SURVEY CONTROL
 GP0697  ___________________________________________________________________
 GP0697* NAD 83(1986)-  36 43 28.     (N)    110 36 34.     (W)     SCALED    
 GP0697* NAVD 88     -      2081.979  (meters)    6830.63   (feet)  ADJUSTED  
 GP0697  ___________________________________________________________________
 GP0697  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 GP0697  DYNAMIC HT  -        2079.323 (meters)    6821.91  (feet)  COMP
 GP0697  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 GP0697
 GP0697  VERT ORDER  -  SECOND    CLASS 0
 GP0697
 GP0697.The horizontal coordinates were scaled from a topographic map and have
 GP0697.an estimated accuracy of +/- 6 seconds.
 GP0697
 GP0697.The orthometric height was determined by differential leveling
 GP0697.and adjusted in June 1991.
 GP0697
 GP0697.The geoid height was determined by GEOID03.
 GP0697
 GP0697.The dynamic height is computed by dividing the NAVD 88
 GP0697.geopotential number by the normal gravity value computed on the
 GP0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0697.degrees latitude (g = 980.6199 gals.).
 GP0697
 GP0697.The modeled gravity was interpolated from observed gravity values.
 GP0697
 GP0697;                    North         East    Units  Estimated Accuracy
 GP0697;SPC AZ E     -   634,990.      173,810.      MT  (+/- 180 meters Scaled)
 GP0697
 GP0697                          SUPERSEDED SURVEY CONTROL
 GP0697
 GP0697.No superseded survey control is available for this station.
 GP0697
 GP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF348643(NAD 83)
 GP0697_MARKER: DB = BENCH MARK DISK
 GP0697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0697_SP_SET: COPPER-CLAD STEEL ROD
 GP0697_STAMPING: 128 DOR 1969 6827
 GP0697_MARK LOGO: USGS  
 GP0697_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0697+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0697
 GP0697  HISTORY     - Date     Condition        Report By
 GP0697  HISTORY     - 1969     MONUMENTED       USGS
 GP0697
 GP0697                          STATION DESCRIPTION
 GP0697
 GP0697'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0697'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0697'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0697'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0697'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 7.1 MILES NORTHWEST
 GP0697'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 0.1 MILE SOUTHEAST
 GP0697'OF A T-ROAD NORTHEAST, 100 FEET SOUTHEAST OF A Y-ROAD JUNCTION
 GP0697'SOUTHEAST, 30 FEET SOUTHWEST OF THE ROAD SOUTHEAST, 22 FEET EAST OF
 GP0697'THE ROAD, 2 FEET WEST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0697'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0257 ***********************************************************************
 DV0257  DESIGNATION -  1282
 DV0257  PID         -  DV0257
 DV0257  STATE/COUNTY-  AZ/MARICOPA
 DV0257  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0257
 DV0257                         *CURRENT SURVEY CONTROL
 DV0257  ___________________________________________________________________
 DV0257* NAD 83(1986)-  33 40 01.     (N)    112 23 08.     (W)     SCALED    
 DV0257* NAVD 88     -       391.31   (+/-2cm)    1283.8    (feet)  VERTCON   
 DV0257  ___________________________________________________________________
 DV0257  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0257
 DV0257.The horizontal coordinates were scaled from a topographic map and have
 DV0257.an estimated accuracy of +/- 6 seconds.
 DV0257
 DV0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0257.The vertical order pertains to the NGVD 29 superseded value.
 DV0257
 DV0257.The geoid height was determined by GEOID03.
 DV0257
 DV0257;                    North         East    Units  Estimated Accuracy
 DV0257;SPC AZ C     -   295,810.      169,880.      MT  (+/- 180 meters Scaled)
 DV0257
 DV0257                          SUPERSEDED SURVEY CONTROL
 DV0257
 DV0257  NGVD 29 (??/??/92)  390.747  (m)         1281.98   (f) ADJ UNCH    2 0
 DV0257
 DV0257.Superseded values are not recommended for survey control.
 DV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0257.See file dsdata.txt to determine how the superseded data were derived.
 DV0257
 DV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC715260(NAD 83)
 DV0257_MARKER: P = PIPE CAP
 DV0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0257+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV0257
 DV0257  HISTORY     - Date     Condition        Report By
 DV0257  HISTORY     - UNK      MONUMENTED       USGS
 DV0257  HISTORY     - 1933     GOOD             NGS
 DV0257  HISTORY     - 1939     GOOD             NGS
 DV0257  HISTORY     - 20070429 GOOD             GEOCAC
 DV0257
 DV0257                          STATION DESCRIPTION
 DV0257
 DV0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0257'IN BEARDSLEY.
 DV0257'IRON POST, AT FRONT GATE TO SECTION HOUSE YARD, 60 FEET NORTHEAST OF
 DV0257'A. T. AND S. F. RY. CENTER-LINE.
 DV0257
 DV0257                          STATION RECOVERY (1939)
 DV0257
 DV0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0257'RECOVERED IN GOOD CONDITION.
 DV0257
 DV0257                          STATION RECOVERY (2007)
 DV0257
 DV0257'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0313 ***********************************************************************
 DV0313  DESIGNATION -  1283
 DV0313  PID         -  DV0313
 DV0313  STATE/COUNTY-  AZ/PINAL
 DV0313  USGS QUAD   -  ENID (1978)
 DV0313
 DV0313                         *CURRENT SURVEY CONTROL
 DV0313  ___________________________________________________________________
 DV0313* NAD 83(1986)-  33 04 18.     (N)    112 12 00.     (W)     SCALED    
 DV0313* NAVD 88     -       391.775  (meters)    1285.35   (feet)  ADJUSTED  
 DV0313  ___________________________________________________________________
 DV0313  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0313  DYNAMIC HT  -         391.307 (meters)    1283.81  (feet)  COMP
 DV0313  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 DV0313  OBS GRAVITY -     979,430.9   (mgal)                       GRAV_OBS
 DV0313
 DV0313  VERT ORDER  -  FIRST     CLASS II
 DV0313
 DV0313.The horizontal coordinates were scaled from a topographic map and have
 DV0313.an estimated accuracy of +/- 6 seconds.
 DV0313
 DV0313.The orthometric height was determined by differential leveling
 DV0313.and adjusted in June 1991.
 DV0313
 DV0313.The geoid height was determined by GEOID03.
 DV0313
 DV0313.The dynamic height is computed by dividing the NAVD 88
 DV0313.geopotential number by the normal gravity value computed on the
 DV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0313.degrees latitude (g = 980.6199 gals.).
 DV0313
 DV0313.The modeled gravity was interpolated from observed gravity values.
 DV0313.The observed gravity was obtained from relative gravimeter ties
 DV0313.to the IGSN71 gravity network.
 DV0313
 DV0313;                    North         East    Units  Estimated Accuracy
 DV0313;SPC AZ C     -   229,740.      186,910.      MT  (+/- 180 meters Scaled)
 DV0313
 DV0313                          SUPERSEDED SURVEY CONTROL
 DV0313
 DV0313  NGVD 29 (??/??/92)  391.185  (m)         1283.41   (f) ADJ UNCH    1 2
 DV0313
 DV0313.Superseded values are not recommended for survey control.
 DV0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0313.See file dsdata.txt to determine how the superseded data were derived.
 DV0313
 DV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB879598(NAD 83)
 DV0313_MARKER: P = PIPE CAP
 DV0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0313_STAMPING: 1283
 DV0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0313+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0313
 DV0313  HISTORY     - Date     Condition        Report By
 DV0313  HISTORY     - UNK      MONUMENTED       USGS
 DV0313  HISTORY     - 1967     GOOD             NGS
 DV0313  HISTORY     - 1980     GOOD             NGS
 DV0313  HISTORY     - 1980     GOOD             NGS
 DV0313  HISTORY     - 20070321 GOOD             GEOCAC
 DV0313
 DV0313                          STATION DESCRIPTION
 DV0313
 DV0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0313'4.3 MI E FROM MOBILE.
 DV0313'ABOUT 4.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0313'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 18, T 4 S, R 2 E, 0.4 MILE
 DV0313'WEST OF MILEPOST 889, 0.15 MILE EAST OF THE MARICOPA-PINAL COUNTY
 DV0313'LINE, 221 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 52 FEET
 DV0313'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 23 FEET SOUTHWEST OF A
 DV0313'14-INCH CEDAR TREE, 15 FEET NORTHWEST OF TELEPHONE POLE 6-F, 1 1/2
 DV0313'FEET EAST OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 DV0313'THE TRACKS, A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A 3 1/2-INCH
 DV0313'IRON PIPE PROJECTING 14 INCHES.
 DV0313
 DV0313                          STATION RECOVERY (1980)
 DV0313
 DV0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0313'RECOVERED IN GOOD CONDITION.
 DV0313
 DV0313                          STATION RECOVERY (1980)
 DV0313
 DV0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0313'RECOVERED IN GOOD CONDITION.
 DV0313
 DV0313                          STATION RECOVERY (2007)
 DV0313
 DV0313'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0295 ***********************************************************************
 FS0295  DESIGNATION -  1284+90
 FS0295  PID         -  FS0295
 FS0295  STATE/COUNTY-  AZ/MOHAVE
 FS0295  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0295
 FS0295                         *CURRENT SURVEY CONTROL
 FS0295  ___________________________________________________________________
 FS0295* NAD 83(1986)-  35 40 22.     (N)    114 27 37.     (W)     SCALED    
 FS0295* NAVD 88     -       764.656  (meters)    2508.71   (feet)  POSTED    
 FS0295  ___________________________________________________________________
 FS0295  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0295  DYNAMIC HT  -         763.820 (meters)    2505.97  (feet)  COMP
 FS0295  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 FS0295
 FS0295  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0295
 FS0295.The horizontal coordinates were scaled from a topographic map and have
 FS0295.an estimated accuracy of +/- 6 seconds.
 FS0295
 FS0295.The orthometric height was determined by differential leveling
 FS0295.and adjusted by the  in 1992.
 FS0295.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0295.rate of 2.1 thru 3.0 mm/km.
 FS0295
 FS0295.The geoid height was determined by GEOID03.
 FS0295
 FS0295.The dynamic height is computed by dividing the NAVD 88
 FS0295.geopotential number by the normal gravity value computed on the
 FS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0295.degrees latitude (g = 980.6199 gals.).
 FS0295
 FS0295.The modeled gravity was interpolated from observed gravity values.
 FS0295
 FS0295;                    North         East    Units  Estimated Accuracy
 FS0295;SPC AZ W     -   518,460.      149,060.      MT  (+/- 180 meters Scaled)
 FS0295
 FS0295                          SUPERSEDED SURVEY CONTROL
 FS0295
 FS0295  NGVD 29 (??/??/92)  763.947  (m)         2506.38   (f) ADJ UNCH    1 1
 FS0295
 FS0295.Superseded values are not recommended for survey control.
 FS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0295.See file dsdata.txt to determine how the superseded data were derived.
 FS0295
 FS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV298506(NAD 83)
 FS0295_MARKER: DD = SURVEY DISK
 FS0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0295_SP_SET: CULVERT
 FS0295_STAMPING: 1284+90 2507.69 1940
 FS0295_MARK LOGO: AZHD  
 FS0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0295
 FS0295  HISTORY     - Date     Condition        Report By
 FS0295  HISTORY     - 1940     MONUMENTED       AZHD
 FS0295  HISTORY     - 1950     GOOD             NGS
 FS0295  HISTORY     - 1982     GOOD             NGS
 FS0295
 FS0295                          STATION DESCRIPTION
 FS0295
 FS0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0295'22.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0295'22.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0295'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY
 FS0295'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0295'CENTER OF THE NORTHEAST HEAD WALL, 14.4 FEET NORTHEAST OF THE
 FS0295'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FS0295'HIGHWAY.
 FS0295
 FS0295                          STATION RECOVERY (1982)
 FS0295
 FS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0295'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1165 ***********************************************************************
 DV1165  DESIGNATION -  1284.83
 DV1165  PID         -  DV1165
 DV1165  STATE/COUNTY-  AZ/LA PAZ
 DV1165  USGS QUAD   -  VICKSBURG (1990)
 DV1165
 DV1165                         *CURRENT SURVEY CONTROL
 DV1165  ___________________________________________________________________
 DV1165* NAD 83(1986)-  33 43 08.     (N)    113 45 31.     (W)     SCALED    
 DV1165* NAVD 88     -       392.51   (+/-2cm)    1287.8    (feet)  VERTCON   
 DV1165  ___________________________________________________________________
 DV1165  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1165  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1165
 DV1165.The horizontal coordinates were scaled from a topographic map and have
 DV1165.an estimated accuracy of +/- 6 seconds.
 DV1165
 DV1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1165.The vertical order pertains to the NGVD 29 superseded value.
 DV1165
 DV1165.The geoid height was determined by GEOID03.
 DV1165
 DV1165;                    North         East    Units  Estimated Accuracy
 DV1165;SPC AZ W     -   301,490.      212,560.      MT  (+/- 180 meters Scaled)
 DV1165
 DV1165                          SUPERSEDED SURVEY CONTROL
 DV1165
 DV1165  NGVD 29 (??/??/92)  391.834  (m)         1285.54   (f) ADJ UNCH    1 2
 DV1165
 DV1165.Superseded values are not recommended for survey control.
 DV1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1165.See file dsdata.txt to determine how the superseded data were derived.
 DV1165
 DV1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC443344(NAD 83)
 DV1165_MARKER: DD = SURVEY DISK
 DV1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1165_SP_SET: BRIDGE
 DV1165_STAMPING: 1284.83 2492+01.67
 DV1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1165
 DV1165  HISTORY     - Date     Condition        Report By
 DV1165  HISTORY     - UNK      MONUMENTED       AZHD
 DV1165  HISTORY     - 1934     GOOD             NGS
 DV1165  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1165
 DV1165                          STATION DESCRIPTION
 DV1165
 DV1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1165'10.0 MI W FROM SALOME.
 DV1165'9.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, 3.1 MILES WEST OF
 DV1165'HOPE, AT STATION 2492+01.67, AT A CONCRETE BRIDGE, AND IN THE CENTER
 DV1165'OF THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DV1165'STANDARD DISK, STAMPED 1284.83 2492+01.67.
 DV1165
 DV1165                          STATION RECOVERY (1981)
 DV1165
 DV1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1165'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1165'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1340 ***********************************************************************
 FS1340  DESIGNATION -  1285 10
 FS1340  PID         -  FS1340
 FS1340  STATE/COUNTY-  AZ/MOHAVE
 FS1340  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS1340
 FS1340                         *CURRENT SURVEY CONTROL
 FS1340  ___________________________________________________________________
 FS1340* NAD 83(1992)-  35 37 22.53445(N)    114 25 17.99376(W)     ADJUSTED  
 FS1340* NAVD 88     -       810.9    (meters)    2660.     (feet)  VERTCON   
 FS1340  ___________________________________________________________________
 FS1340  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 FS1340  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS1340  HORZ ORDER  -  SECOND
 FS1340
 FS1340.The horizontal coordinates were established by classical geodetic methods
 FS1340.and adjusted by the National Geodetic Survey in August 1993.
 FS1340
 FS1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1340
 FS1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1340
 FS1340.The geoid height was determined by GEOID03.
 FS1340
 FS1340;                    North         East     Units Scale Factor Converg.
 FS1340;SPC AZ W     -   512,903.474   152,516.838   MT  0.99997893   -0 23 28.4
 FS1340;SPC AZ W     - 1,682,754.18    500,383.33   iFT  0.99997893   -0 23 28.4
 FS1340;UTM  11      - 3,945,188.132   733,505.952   MT  1.00027196   +1 30 08.7
 FS1340
 FS1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1340!SPC AZ W     -   0.99987720  x   0.99997893  =   0.99985613
 FS1340!UTM  11      -   0.99987720  x   1.00027196  =   1.00014912
 FS1340
 FS1340:                Primary Azimuth Mark                     Grid Az
 FS1340:SPC AZ W     -  DETRITAL                                 149 28 53.9
 FS1340:UTM  11      -  DETRITAL                                 147 35 16.8
 FS1340
 FS1340|---------------------------------------------------------------------|
 FS1340| PID    Reference Object                     Distance      Geod. Az  |
 FS1340|                                                           dddmmss.s |
 FS1340| FS0934 DETRITAL                            APPROX. 0.5 KM 1490525.5 |
 FS1340| FS1365 SHORT                               433.482 METERS 3283212.2 |
 FS1340|---------------------------------------------------------------------|
 FS1340
 FS1340                          SUPERSEDED SURVEY CONTROL
 FS1340
 FS1340  NAD 83(1986)-  35 37 22.53191(N)    114 25 17.98861(W) AD(       ) 2
 FS1340  NGVD 29 (11/23/90)  810.2    (m)         2658.     (f) VERT ANG    3  
 FS1340
 FS1340.Superseded values are not recommended for survey control.
 FS1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1340.See file dsdata.txt to determine how the superseded data were derived.
 FS1340
 FS1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3350645188(NAD 83)
 FS1340_MARKER: I = METAL ROD
 FS1340_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1340_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1340
 FS1340  HISTORY     - Date     Condition        Report By
 FS1340  HISTORY     - 1973     MONUMENTED       AZDT
 FS1340  HISTORY     - 1981     GOOD             AZDT
 FS1340
 FS1340                          STATION DESCRIPTION
 FS1340
 FS1340'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1340'THE STATION IS LOCATED 35 MILES NORTHWEST OF KINGMAN AND 8 MILES
 FS1340'NORTHWEST OF DOLAN SPRINGS.  IT IS ALONG THE NORTHEAST SIDE OF US
 FS1340'HIGHWAY 93.
 FS1340'
 FS1340'THE STATION MARK IS AN OLD AHD MARKER WHICH WAS NOT DESCRIBED IN THE
 FS1340'FIELD NOTICES.
 FS1340'
 FS1340'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS1340'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS1340'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1340'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO DETRITAL WASH
 FS1340'CONTINUE NORTH ALONG US 93 FOR 0.8 MILE TO STATION DETRITAL ON THE
 FS1340'LEFT, CONTINUE ALONG US 93 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1341 ***********************************************************************
 FS1341  DESIGNATION -  1285 15
 FS1341  PID         -  FS1341
 FS1341  STATE/COUNTY-  AZ/MOHAVE
 FS1341  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1341
 FS1341                         *CURRENT SURVEY CONTROL
 FS1341  ___________________________________________________________________
 FS1341* NAD 83(1992)-  35 29 38.88930(N)    114 19 40.08904(W)     ADJUSTED  
 FS1341* NAVD 88     -       954.     (meters)    3130.     (feet)  VERTCON   
 FS1341  ___________________________________________________________________
 FS1341  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 FS1341  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS1341  HORZ ORDER  -  SECOND
 FS1341
 FS1341.The horizontal coordinates were established by classical geodetic methods
 FS1341.and adjusted by the National Geodetic Survey in August 1993.
 FS1341
 FS1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1341
 FS1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1341
 FS1341.The geoid height was determined by GEOID03.
 FS1341
 FS1341;                    North         East     Units Scale Factor Converg.
 FS1341;SPC AZ W     -   498,560.794   160,935.723   MT  0.99996719   -0 20 07.8
 FS1341;SPC AZ W     - 1,635,698.14    528,004.34   iFT  0.99996719   -0 20 07.8
 FS1341;UTM  11      - 3,931,126.458   742,396.352   MT  1.00032412   +1 33 08.2
 FS1341
 FS1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1341!SPC AZ W     -   0.99985476  x   0.99996719  =   0.99982195
 FS1341!UTM  11      -   0.99985476  x   1.00032412  =   1.00017883
 FS1341
 FS1341:                Primary Azimuth Mark                     Grid Az
 FS1341:SPC AZ W     -  DONELLI                                  328 58 50.5
 FS1341:UTM  11      -  DONELLI                                  327 05 34.5
 FS1341
 FS1341|---------------------------------------------------------------------|
 FS1341| PID    Reference Object                     Distance      Geod. Az  |
 FS1341|                                                           dddmmss.s |
 FS1341| FS0357 DONELLI                             APPROX. 1.4 KM 3283842.7 |
 FS1341|---------------------------------------------------------------------|
 FS1341
 FS1341                          SUPERSEDED SURVEY CONTROL
 FS1341
 FS1341  NAD 83(1986)-  35 29 38.88713(N)    114 19 40.08340(W) AD(       ) 2
 FS1341  NGVD 29 (11/23/90)  953.     (m)         3127.     (f) VERT ANG    3  
 FS1341
 FS1341.Superseded values are not recommended for survey control.
 FS1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1341.See file dsdata.txt to determine how the superseded data were derived.
 FS1341
 FS1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4239631126(NAD 83)
 FS1341_MARKER: I = METAL ROD
 FS1341_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1341_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1341
 FS1341  HISTORY     - Date     Condition        Report By
 FS1341  HISTORY     - 1973     MONUMENTED       AZDT
 FS1341  HISTORY     - 1981     GOOD             AZDT
 FS1341
 FS1341                          STATION DESCRIPTION
 FS1341
 FS1341'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1341'THE STATION IS LOCATED 25 MILES NORTHWEST OF KINGMAN, 9 MILES
 FS1341'NORTHWEST OF CHLORIDE ALONG US HIGHWAY 93.
 FS1341'
 FS1341'THE STATION MARK IS AN AHD DISK STAMPED---1285-15 1973.  IT IS SET
 FS1341'ALONG THE EAST SIDE OF THE HIGHWAY AT MILEPOST 45.
 FS1341'
 FS1341'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1341'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS1341'WEST ALONG 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1341'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 18.35 MILES TO GRASSHOPPER
 FS1341'JUNCTION, CONTINUE NORTH ALONG US 93 FOR 7.85 MILES TO COTTONWOOD ROAD
 FS1341'ON THE LEFT AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1342 ***********************************************************************
 FS1342  DESIGNATION -  1285 23
 FS1342  PID         -  FS1342
 FS1342  STATE/COUNTY-  AZ/MOHAVE
 FS1342  USGS QUAD   -  CERBAT (1968)
 FS1342
 FS1342                         *CURRENT SURVEY CONTROL
 FS1342  ___________________________________________________________________
 FS1342* NAD 83(1992)-  35 18 44.99770(N)    114 11 53.63643(W)     ADJUSTED  
 FS1342* NAVD 88     -      1019.5    (meters)    3345.     (feet)  VERTCON   
 FS1342  ___________________________________________________________________
 FS1342  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 FS1342  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS1342  HORZ ORDER  -  SECOND
 FS1342
 FS1342.The horizontal coordinates were established by classical geodetic methods
 FS1342.and adjusted by the National Geodetic Survey in August 1993.
 FS1342
 FS1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1342
 FS1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1342
 FS1342.The geoid height was determined by GEOID03.
 FS1342
 FS1342;                    North         East     Units Scale Factor Converg.
 FS1342;SPC AZ W     -   478,348.606   172,600.442   MT  0.99995380   -0 15 32.8
 FS1342;SPC AZ W     - 1,569,385.19    566,274.42   iFT  0.99995380   -0 15 32.8
 FS1342;UTM  11      - 3,911,300.653   754,724.084   MT  1.00039969   +1 37 13.4
 FS1342
 FS1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1342!SPC AZ W     -   0.99984447  x   0.99995380  =   0.99979828
 FS1342!UTM  11      -   0.99984447  x   1.00039969  =   1.00024410
 FS1342
 FS1342:                Primary Azimuth Mark                     Grid Az
 FS1342:SPC AZ W     -  CHARCOAL                                 150 26 03.0
 FS1342:UTM  11      -  CHARCOAL                                 148 33 16.8
 FS1342
 FS1342|---------------------------------------------------------------------|
 FS1342| PID    Reference Object                     Distance      Geod. Az  |
 FS1342|                                                           dddmmss.s |
 FS1342| FS1347 CHARCOAL                            APPROX. 3.1 KM 1501030.2 |
 FS1342|---------------------------------------------------------------------|
 FS1342
 FS1342                          SUPERSEDED SURVEY CONTROL
 FS1342
 FS1342  NAD 83(1986)-  35 18 44.99770(N)    114 11 53.63628(W) AD(       ) 2
 FS1342  NGVD 29 (11/23/90) 1018.8    (m)         3343.     (f) VERT ANG    3  
 FS1342
 FS1342.Superseded values are not recommended for survey control.
 FS1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1342.See file dsdata.txt to determine how the superseded data were derived.
 FS1342
 FS1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5472411301(NAD 83)
 FS1342_MARKER: DS = TRIANGULATION STATION DISK
 FS1342_SETTING: 66 = SET IN ROCK OUTCROP
 FS1342_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1342+STABILITY: POSITION/ELEVATION WELL
 FS1342
 FS1342  HISTORY     - Date     Condition        Report By
 FS1342  HISTORY     - 1973     MONUMENTED       AZDT
 FS1342  HISTORY     - 1981     GOOD             AZDT
 FS1342
 FS1342                          STATION DESCRIPTION
 FS1342
 FS1342'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1342'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK IS
 FS1342'LOCATED 11.5  MILES NORTHWEST OF KINGMAN, 7 MILES SOUTHWEST OF
 FS1342'CHLORIDE AND ALONG U.S. HIGHWAY 93.
 FS1342'
 FS1342'THE STATION MARK IS AN ARIZONA HIGHWAY DEPT DISK STAMPED---1285-23
 FS1342'1973 IS SET IN A DRILL HOLE IN A BOULDER.  THE MARK IS 72 FEET
 FS1342'NORTHEAST OF THE HIGHWAY, 28 FEET WEST OF THE EAST RIGHT OF WAY FENCE
 FS1342'AND 42 FEET SOUTHWEST OF A TELEPHONE POLE.
 FS1342'
 FS1342'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1342'MILE ALONG STOCKTON HILL ROAD TO U.S. HIGHWAY 66.  TURN RIGHT ALONG
 FS1342'U.S. 66 FOR 2.3 MILES TO THE U.S. HIGHWAY 93 AND I 40 TRAFFIC
 FS1342'INTERCHANGE.  TRAVEL NORTH ALONG U.S. 93 FOR 3.85 MILES TO THE
 FS1342'INSPECTION STATION, CONTINUE NORTH ON U.S. 93 FOR 2.55 MILES TO A
 FS1342'BRIDGE, CONTINUE AHEAD FOR 5.25 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1343 ***********************************************************************
 FS1343  DESIGNATION -  1285 28
 FS1343  PID         -  FS1343
 FS1343  STATE/COUNTY-  AZ/MOHAVE
 FS1343  USGS QUAD   -  KINGMAN (1980)
 FS1343
 FS1343                         *CURRENT SURVEY CONTROL
 FS1343  ___________________________________________________________________
 FS1343* NAD 83(1992)-  35 12 31.38341(N)    114 06 13.12230(W)     ADJUSTED  
 FS1343* NAVD 88     -      1152.10   (+/-2cm)    3779.8    (feet)  VERTCON   
 FS1343  ___________________________________________________________________
 FS1343  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 FS1343  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS1343  HORZ ORDER  -  SECOND
 FS1343  VERT ORDER  -  THIRD ? (See Below)
 FS1343
 FS1343.The horizontal coordinates were established by classical geodetic methods
 FS1343.and adjusted by the National Geodetic Survey in August 1993.
 FS1343
 FS1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1343.The vertical order pertains to the NGVD 29 superseded value.
 FS1343
 FS1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1343
 FS1343.The geoid height was determined by GEOID03.
 FS1343
 FS1343;                    North         East     Units Scale Factor Converg.
 FS1343;SPC AZ W     -   466,800.405   181,160.656   MT  0.99994611   -0 12 14.0
 FS1343;SPC AZ W     - 1,531,497.39    594,359.11   iFT  0.99994611   -0 12 14.0
 FS1343;UTM  11      - 3,900,033.663   763,662.253   MT  1.00045683   +1 40 15.2
 FS1343
 FS1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1343!SPC AZ W     -   0.99982367  x   0.99994611  =   0.99976979
 FS1343!UTM  11      -   0.99982367  x   1.00045683  =   1.00028042
 FS1343
 FS1343                          SUPERSEDED SURVEY CONTROL
 FS1343
 FS1343  NAD 83(1986)-  35 12 31.38415(N)    114 06 13.12137(W) AD(       ) 2
 FS1343  NGVD 29 (11/23/90) 1151.30   (m)         3777.2    (f) LEVELING    3  
 FS1343
 FS1343.Superseded values are not recommended for survey control.
 FS1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1343.See file dsdata.txt to determine how the superseded data were derived.
 FS1343
 FS1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6366200034(NAD 83)
 FS1343_MARKER: I = METAL ROD
 FS1343_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1343_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1343
 FS1343  HISTORY     - Date     Condition        Report By
 FS1343  HISTORY     - 1973     MONUMENTED       AZDT
 FS1343  HISTORY     - 1981     GOOD             AZDT
 FS1343
 FS1343                          STATION DESCRIPTION
 FS1343
 FS1343'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1343'THE STATION IS LOCATED 2.5  MILES NORTHWEST OF KINGMAN ALONG US
 FS1343'HIGHWAY 93 AT THE HIGHEST POINT BETWEE KINGMAN AND CHOLORIDE ROAD.
 FS1343'
 FS1343'THE STATION MARK IS A 5/8 INCH IRON PIPE WHICH WAS USED BY THE ARIZONA
 FS1343'HIGHWAY DEPARTMENT IN 1973.  IT IS ABOUT 92 FEET NORTHEAST OF STATION
 FS1343'COYOTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1344 ***********************************************************************
 FS1344  DESIGNATION -  1285 5
 FS1344  PID         -  FS1344
 FS1344  STATE/COUNTY-  AZ/MOHAVE
 FS1344  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1344
 FS1344                         *CURRENT SURVEY CONTROL
 FS1344  ___________________________________________________________________
 FS1344* NAD 83(1992)-  35 48 17.65835(N)    114 32 22.54574(W)     ADJUSTED  
 FS1344* NAVD 88     -       712.74   (+/-2cm)    2338.4    (feet)  VERTCON   
 FS1344  ___________________________________________________________________
 FS1344  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 FS1344  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS1344  HORZ ORDER  -  SECOND
 FS1344  VERT ORDER  -  THIRD ? (See Below)
 FS1344
 FS1344.The horizontal coordinates were established by classical geodetic methods
 FS1344.and adjusted by the National Geodetic Survey in August 1993.
 FS1344
 FS1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1344.The vertical order pertains to the NGVD 29 superseded value.
 FS1344
 FS1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1344
 FS1344.The geoid height was determined by GEOID03.
 FS1344
 FS1344;                    North         East     Units Scale Factor Converg.
 FS1344;SPC AZ W     -   533,173.324   141,996.211   MT  0.99999607   -0 27 43.0
 FS1344;SPC AZ W     - 1,749,256.31    465,866.83   iFT  0.99999607   -0 27 43.0
 FS1344;UTM  11      - 3,965,103.492   722,316.993   MT  1.00020907   +1 26 24.0
 FS1344
 FS1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1344!SPC AZ W     -   0.99989258  x   0.99999607  =   0.99988865
 FS1344!UTM  11      -   0.99989258  x   1.00020907  =   1.00010163
 FS1344
 FS1344                          SUPERSEDED SURVEY CONTROL
 FS1344
 FS1344  NAD 83(1986)-  35 48 17.64911(N)    114 32 22.53632(W) AD(       ) 2
 FS1344  NGVD 29 (11/23/90)  712.01   (m)         2336.0    (f) LEVELING    3  
 FS1344
 FS1344.Superseded values are not recommended for survey control.
 FS1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1344.See file dsdata.txt to determine how the superseded data were derived.
 FS1344
 FS1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2231765103(NAD 83)
 FS1344_MARKER: I = METAL ROD
 FS1344_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1344_SP_SET: OBJECT DRIVEN INTO GROUND
 FS1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1344
 FS1344  HISTORY     - Date     Condition        Report By
 FS1344  HISTORY     - 1973     MONUMENTED       AZDT
 FS1344  HISTORY     - 1981     GOOD             AZDT
 FS1344
 FS1344                          STATION DESCRIPTION
 FS1344
 FS1344'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1973 (TT)
 FS1344'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1344'MILE ALONG STOCKTON ROAD TO US HIGHWAY 66.  TURN RIGHT ALONG US 66 FOR
 FS1344'2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS1344'NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE OVER DETRITAL WASH,
 FS1344'CONTINUE NORTH ALONG US 93 FOR 9.1 MILES TO AN EXXON SERVICE STATION
 FS1344'ON THE RIGHT, CONTINUE NORTH FOR 6.25 MILES TO THE STATION ON LEFT
 FS1344'ABOVE A LOW HIGHWAY CUT.
 FS1344
 FS1344                          STATION RECOVERY (1981)
 FS1344
 FS1344'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1344'THE MARK IS A LENGTH OF REBAR DRIVEN INTO THE GROUND WHICH WAS USED IN
 FS1344'A 1973 SURVEY BY ARIZONA HIGHWAY DEPARTMENT.  IT IS CONNECTED TO THIS
 FS1344'TRAVERSE FOR HISTORICAL PURPOSES.
 FS1344'
 FS1344'TO RECOVER THIS MARK USE DESCRIPTIVE DATA TO STATION BAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1469 ***********************************************************************
 DU1469  DESIGNATION -  1288
 DU1469  PID         -  DU1469
 DU1469  STATE/COUNTY-  AZ/PINAL
 DU1469  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1469
 DU1469                         *CURRENT SURVEY CONTROL
 DU1469  ___________________________________________________________________
 DU1469* NAD 83(1986)-  33 23 12.     (N)    111 32 44.     (W)     SCALED    
 DU1469* NAVD 88     -       501.476  (meters)    1645.26   (feet)  ADJUSTED  
 DU1469  ___________________________________________________________________
 DU1469  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU1469  DYNAMIC HT  -         500.867 (meters)    1643.26  (feet)  COMP
 DU1469  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 DU1469
 DU1469  VERT ORDER  -  FIRST     CLASS I
 DU1469
 DU1469.The horizontal coordinates were scaled from a topographic map and have
 DU1469.an estimated accuracy of +/- 6 seconds.
 DU1469
 DU1469.The orthometric height was determined by differential leveling
 DU1469.and adjusted in November 1993.
 DU1469
 DU1469.The geoid height was determined by GEOID03.
 DU1469
 DU1469.The dynamic height is computed by dividing the NAVD 88
 DU1469.geopotential number by the normal gravity value computed on the
 DU1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1469.degrees latitude (g = 980.6199 gals.).
 DU1469
 DU1469.The modeled gravity was interpolated from observed gravity values.
 DU1469
 DU1469;                    North         East    Units  Estimated Accuracy
 DU1469;SPC AZ C     -   264,690.      247,890.      MT  (+/- 180 meters Scaled)
 DU1469
 DU1469                          SUPERSEDED SURVEY CONTROL
 DU1469
 DU1469  NGVD 29 (??/??/92)  501.008  (m)         1643.72   (f) ADJ UNCH    1 1
 DU1469
 DU1469.Superseded values are not recommended for survey control.
 DU1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1469.See file dsdata.txt to determine how the superseded data were derived.
 DU1469
 DU1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB492942(NAD 83)
 DU1469_MARKER: DD = SURVEY DISK
 DU1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1469_SP_SET: CONCRETE POST
 DU1469_STAMPING: P M 1288
 DU1469_MARK LOGO: AZHD  
 DU1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1469+STABILITY: SURFACE MOTION
 DU1469
 DU1469  HISTORY     - Date     Condition        Report By
 DU1469  HISTORY     - UNK      MONUMENTED       AZDT
 DU1469  HISTORY     - 1975     GOOD             AZDT
 DU1469  HISTORY     - 1984     GOOD             AZDT
 DU1469
 DU1469                          STATION DESCRIPTION
 DU1469
 DU1469'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1469'4.9 MI SW FROM PALM SPRINGS.
 DU1469'AT THE INTERSECTION OF IDAHO ROAD WITH THE SUPERSTITION FREEWAY
 DU1469'CENTERLINE.  8 FT. WEST OF THE CENTERLINE OF A DITCH.  150 FT. NORTH
 DU1469'OF THE W1/433.  3 FT. NORTH OF A P AND M SURVEY SIGN.  SUPERSTITION
 DU1469'FREEWAY, SOUTH OF APACHE JUNCTION.  AN AHD BRASS CAP, SET IN AN 8 IN.
 DU1469'SQUARE CONCRETE POST, FLUSH.
 DU1469
 DU1469                          STATION RECOVERY (1984)
 DU1469
 DU1469'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1469'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1469'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1469'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 6.44 KM.  (4.0 MI.)
 DU1469'TO THE INTERSECTION OF IDAHO ROAD WITH THE STATE ROUTE 360
 DU1469'CENTERLINE, 2.44 METERS (8.0 FT.) WEST OF THE CENTERLINE OF A DITCH,
 DU1469'45.72 METERS (150 FT.)NORTH OF THE W1/4 CORNER SECTION 33, 0.91
 DU1469'METERS (3 FT.) NORTH OF A P AND M SURVEY SIGN.  THE MARK IS AN AHD
 DU1469'BRASS CAP, SET IN AN 8 INCH SQUARE CONCRETE POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0925 ***********************************************************************
 DW0925  DESIGNATION -  1289 CAIRN
 DW0925  PID         -  DW0925
 DW0925  STATE/COUNTY-  AZ/YUMA
 DW0925  USGS QUAD   -  MIDDLE MOUNTAINS NORTH (1986)
 DW0925
 DW0925                         *CURRENT SURVEY CONTROL
 DW0925  ___________________________________________________________________
 DW0925* NAD 83(1992)-  33 00 20.13819(N)    114 19 59.31557(W)     ADJUSTED  
 DW0925* NAVD 88     -              **(meters)            **(feet)            
 DW0925  ___________________________________________________________________
 DW0925  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DW0925  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DW0925  HORZ ORDER  -  THIRD
 DW0925
 DW0925.The horizontal coordinates were established by classical geodetic methods
 DW0925.and adjusted by the National Geodetic Survey in August 1993.
 DW0925
 DW0925
 DW0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0925
 DW0925.The geoid height was determined by GEOID03.
 DW0925
 DW0925;                    North         East     Units Scale Factor Converg.
 DW0925;SPC AZ W     -   222,530.337   158,870.079   MT  0.99996993   -0 19 03.6
 DW0925;SPC AZ W     -   730,086.41    521,227.29   iFT  0.99996993   -0 19 03.6
 DW0925;UTM  11      - 3,655,066.956   749,147.785   MT  1.00036545   +1 27 12.4
 DW0925
 DW0925                          SUPERSEDED SURVEY CONTROL
 DW0925
 DW0925  NAD 83(1986)-  33 00 20.13827(N)    114 19 59.32092(W) AD(       ) 4
 DW0925  NAD 27      -  33 00 19.99700(N)    114 19 56.51600(W) AD(       ) 3
 DW0925
 DW0925.Superseded values are not recommended for survey control.
 DW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0925.See file dsdata.txt to determine how the superseded data were derived.
 DW0925
 DW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4914855067(NAD 83)
 DW0925_MARKER: 72 = CAIRN
 DW0925
 DW0925  HISTORY     - Date     Condition        Report By
 DW0925  HISTORY     - 1949     FIRST OBSERVED   USGS
 DW0925
 DW0925                          STATION DESCRIPTION
 DW0925
 DW0925'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DW0925'STATION IS THE TOP AND CENTER OF THE CAIRN LOCATED ABOUT
 DW0925'14-1/2 MILES NORTH OF DOME AND 3 MILES WEST OF STATE HIGHWAY
 DW0925'95.  THE CAIRN IS ON THE TOP OF A SHARP PEAK WHICH IS THE HIGHEST
 DW0925'IN THE NEAR VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0418 ***********************************************************************
 CY0418  DESIGNATION -  129
 CY0418  PID         -  CY0418
 CY0418  STATE/COUNTY-  AZ/COCHISE
 CY0418  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0418
 CY0418                         *CURRENT SURVEY CONTROL
 CY0418  ___________________________________________________________________
 CY0418* NAD 83(1986)-  32 19 10.     (N)    109 46 42.     (W)     SCALED    
 CY0418* NAVD 88     -      1317.55   (+/-2cm)    4322.7    (feet)  VERTCON   
 CY0418  ___________________________________________________________________
 CY0418  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CY0418  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0418
 CY0418.The horizontal coordinates were scaled from a topographic map and have
 CY0418.an estimated accuracy of +/- 6 seconds.
 CY0418
 CY0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0418.The vertical order pertains to the NGVD 29 superseded value.
 CY0418
 CY0418.The geoid height was determined by GEOID03.
 CY0418
 CY0418;                    North         East    Units  Estimated Accuracy
 CY0418;SPC AZ E     -   146,350.      249,920.      MT  (+/- 180 meters Scaled)
 CY0418
 CY0418                          SUPERSEDED SURVEY CONTROL
 CY0418
 CY0418  NGVD 29 (??/??/92) 1316.778  (m)         4320.13   (f) ADJ UNCH    1 2
 CY0418
 CY0418.Superseded values are not recommended for survey control.
 CY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0418.See file dsdata.txt to determine how the superseded data were derived.
 CY0418
 CY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA149765(NAD 83)
 CY0418_MARKER: P = PIPE CAP
 CY0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0418_STAMPING: 129 H 1907
 CY0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0418
 CY0418  HISTORY     - Date     Condition        Report By
 CY0418  HISTORY     - 1907     MONUMENTED       USGS
 CY0418  HISTORY     - 1952     GOOD             NGS
 CY0418  HISTORY     - 1960     GOOD             NGS
 CY0418  HISTORY     - 1979     POOR             NGS
 CY0418
 CY0418                          STATION DESCRIPTION
 CY0418
 CY0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0418'5.6 MI NE FROM WILLCOX.
 CY0418'5.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0418'THE STATION AT WILLCOX, 0.4 MILE NORTHEAST OF MILEPOLE NUMBER 1080,
 CY0418'0.1 MILE SOUTHWEST OF BRIDGE NUMBER 1080.47, 100.0 FEET NORTHWEST OF
 CY0418'THE NORTHWEST RAIL, 29.0 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD
 CY0418'HIGHWAY, 2.8 FEET NORTHWEST OF A FENCE, 1.6 FEET SOUTHWEST OF A
 CY0418'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 CY0418'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.4 FOOT ABOVE THE GROUND.
 CY0418
 CY0418                          STATION RECOVERY (1960)
 CY0418
 CY0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0418'RECOVERED IN GOOD CONDITION.
 CY0418
 CY0418                          STATION RECOVERY (1979)
 CY0418
 CY0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0418'THE MARK IS LOOSE AND UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0698 ***********************************************************************
 GP0698  DESIGNATION -  129 DOR
 GP0698  PID         -  GP0698
 GP0698  STATE/COUNTY-  AZ/NAVAJO
 GP0698  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0698
 GP0698                         *CURRENT SURVEY CONTROL
 GP0698  ___________________________________________________________________
 GP0698* NAD 83(1986)-  36 42 58.     (N)    110 35 53.     (W)     SCALED    
 GP0698* NAVD 88     -      2097.300  (meters)    6880.89   (feet)  ADJUSTED  
 GP0698  ___________________________________________________________________
 GP0698  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 GP0698  DYNAMIC HT  -        2094.617 (meters)    6872.09  (feet)  COMP
 GP0698  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 GP0698
 GP0698  VERT ORDER  -  SECOND    CLASS 0
 GP0698
 GP0698.The horizontal coordinates were scaled from a topographic map and have
 GP0698.an estimated accuracy of +/- 6 seconds.
 GP0698
 GP0698.The orthometric height was determined by differential leveling
 GP0698.and adjusted in June 1991.
 GP0698
 GP0698.The geoid height was determined by GEOID03.
 GP0698
 GP0698.The dynamic height is computed by dividing the NAVD 88
 GP0698.geopotential number by the normal gravity value computed on the
 GP0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0698.degrees latitude (g = 980.6199 gals.).
 GP0698
 GP0698.The modeled gravity was interpolated from observed gravity values.
 GP0698
 GP0698;                    North         East    Units  Estimated Accuracy
 GP0698;SPC AZ E     -   634,060.      174,820.      MT  (+/- 180 meters Scaled)
 GP0698
 GP0698                          SUPERSEDED SURVEY CONTROL
 GP0698
 GP0698.No superseded survey control is available for this station.
 GP0698
 GP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF358634(NAD 83)
 GP0698_MARKER: DB = BENCH MARK DISK
 GP0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0698_SP_SET: COPPER-CLAD STEEL ROD
 GP0698_STAMPING: 129 DOR 1969 6877
 GP0698_MARK LOGO: USGS  
 GP0698_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0698+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0698
 GP0698  HISTORY     - Date     Condition        Report By
 GP0698  HISTORY     - 1969     MONUMENTED       USGS
 GP0698
 GP0698                          STATION DESCRIPTION
 GP0698
 GP0698'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0698'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0698'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0698'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0698'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 6.2 MILES NORTHWEST
 GP0698'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD TO THE TALL MOUNTAIN
 GP0698'CROSSROAD, 64 FEET SOUTH OF THE ROAD JUNCTION, 50 FEET SOUTHEAST OF
 GP0698'THE CROSSROAD, 36 FEET SOUTHWEST OF THE TALL MOUNTAIN ROAD, 2 FEET
 GP0698'NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0698'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0772 ***********************************************************************
 DU0772  DESIGNATION -  1290
 DU0772  PID         -  DU0772
 DU0772  STATE/COUNTY-  AZ/MARICOPA
 DU0772  USGS QUAD   -  HIGLEY (1981)
 DU0772
 DU0772                         *CURRENT SURVEY CONTROL
 DU0772  ___________________________________________________________________
 DU0772* NAD 83(1986)-  33 18 50.     (N)    111 43 39.     (W)     SCALED    
 DU0772* NAVD 88     -       393.73   (+/-2cm)    1291.8    (feet)  VERTCON   
 DU0772  ___________________________________________________________________
 DU0772  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0772
 DU0772.The horizontal coordinates were scaled from a topographic map and have
 DU0772.an estimated accuracy of +/- 6 seconds.
 DU0772
 DU0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0772.The vertical order pertains to the NGVD 29 superseded value.
 DU0772
 DU0772.The geoid height was determined by GEOID03.
 DU0772
 DU0772;                    North         East    Units  Estimated Accuracy
 DU0772;SPC AZ C     -   256,580.      230,970.      MT  (+/- 180 meters Scaled)
 DU0772
 DU0772                          SUPERSEDED SURVEY CONTROL
 DU0772
 DU0772  NGVD 29 (??/??/92)  393.221  (m)         1290.09   (f) ADJ UNCH    2 0
 DU0772
 DU0772.Superseded values are not recommended for survey control.
 DU0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0772.See file dsdata.txt to determine how the superseded data were derived.
 DU0772
 DU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB322863(NAD 83)
 DU0772_MARKER: DD = SURVEY DISK
 DU0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0772_STAMPING: 1290
 DU0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0772
 DU0772  HISTORY     - Date     Condition        Report By
 DU0772  HISTORY     - UNK      MONUMENTED       USGS
 DU0772  HISTORY     - 1934     GOOD             NGS
 DU0772  HISTORY     - 20060929 MARK NOT FOUND   GEOCAC
 DU0772
 DU0772                          STATION DESCRIPTION
 DU0772
 DU0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0772'0.4 MI NW FROM HIGLEY.
 DU0772'0.4 MILES NORTHWEST ON S.P.RY. 40 FEET SOUTH OF THE CENTERLINE OF THE
 DU0772'TRACK, AND 7 FEET SOUTH OF A TELEPHONE POLE.
 DU0772
 DU0772                          STATION RECOVERY (2006)
 DU0772
 DU0772'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1155 ***********************************************************************
 DV1155  DESIGNATION -  1294.40
 DV1155  PID         -  DV1155
 DV1155  STATE/COUNTY-  AZ/LA PAZ
 DV1155  USGS QUAD   -  BEAR HILLS (1990)
 DV1155
 DV1155                         *CURRENT SURVEY CONTROL
 DV1155  ___________________________________________________________________
 DV1155* NAD 83(1986)-  33 41 04.     (N)    113 55 33.     (W)     SCALED    
 DV1155* NAVD 88     -       395.51   (+/-2cm)    1297.6    (feet)  VERTCON   
 DV1155  ___________________________________________________________________
 DV1155  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1155  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1155
 DV1155.The horizontal coordinates were scaled from a topographic map and have
 DV1155.an estimated accuracy of +/- 6 seconds.
 DV1155
 DV1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1155.The vertical order pertains to the NGVD 29 superseded value.
 DV1155
 DV1155.The geoid height was determined by GEOID03.
 DV1155
 DV1155;                    North         East    Units  Estimated Accuracy
 DV1155;SPC AZ W     -   297,680.      197,060.      MT  (+/- 180 meters Scaled)
 DV1155
 DV1155                          SUPERSEDED SURVEY CONTROL
 DV1155
 DV1155  NGVD 29 (??/??/92)  394.829  (m)         1295.37   (f) ADJ UNCH    1 2
 DV1155
 DV1155.Superseded values are not recommended for survey control.
 DV1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1155.See file dsdata.txt to determine how the superseded data were derived.
 DV1155
 DV1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC287310(NAD 83)
 DV1155_MARKER: DD = SURVEY DISK
 DV1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1155_SP_SET: CULVERT
 DV1155_STAMPING: 1294.40 1967+00
 DV1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1155
 DV1155  HISTORY     - Date     Condition        Report By
 DV1155  HISTORY     - UNK      MONUMENTED       AZHD
 DV1155  HISTORY     - 1934     GOOD             NGS
 DV1155  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1155
 DV1155                          STATION DESCRIPTION
 DV1155
 DV1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1155'18.5 MI E FROM QUARTZSITE.
 DV1155'18.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, AT STATION
 DV1155'1967+00, AT A 4- BY 4-FOOT CONCRETE CULVERT, AND IN THE CENTER OF THE
 DV1155'TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DV1155'DISK, STAMPED 1294.40 1967+00.
 DV1155
 DV1155                          STATION RECOVERY (1981)
 DV1155
 DV1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1155'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1155'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0684 ***********************************************************************
 DW0684  DESIGNATION -  1296.81
 DW0684  PID         -  DW0684
 DW0684  STATE/COUNTY-  AZ/LA PAZ
 DW0684  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0684
 DW0684                         *CURRENT SURVEY CONTROL
 DW0684  ___________________________________________________________________
 DW0684* NAD 83(1986)-  33 40 42.     (N)    114 06 51.     (W)     SCALED    
 DW0684* NAVD 88     -       396.214  (meters)    1299.91   (feet)  ADJUSTED  
 DW0684  ___________________________________________________________________
 DW0684  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DW0684  DYNAMIC HT  -         395.764 (meters)    1298.44  (feet)  COMP
 DW0684  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DW0684
 DW0684  VERT ORDER  -  FIRST     CLASS II
 DW0684
 DW0684.The horizontal coordinates were scaled from a topographic map and have
 DW0684.an estimated accuracy of +/- 6 seconds.
 DW0684
 DW0684.The orthometric height was determined by differential leveling
 DW0684.and adjusted in June 1991.
 DW0684
 DW0684.The geoid height was determined by GEOID03.
 DW0684
 DW0684.The dynamic height is computed by dividing the NAVD 88
 DW0684.geopotential number by the normal gravity value computed on the
 DW0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0684.degrees latitude (g = 980.6199 gals.).
 DW0684
 DW0684.The modeled gravity was interpolated from observed gravity values.
 DW0684
 DW0684;                    North         East    Units  Estimated Accuracy
 DW0684;SPC AZ W     -   297,050.      179,590.      MT  (+/- 180 meters Scaled)
 DW0684
 DW0684                          SUPERSEDED SURVEY CONTROL
 DW0684
 DW0684  NGVD 29 (??/??/??)  395.522  (m)         1297.64   (f) ADJUSTED    1 2
 DW0684
 DW0684.Superseded values are not recommended for survey control.
 DW0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0684.See file dsdata.txt to determine how the superseded data were derived.
 DW0684
 DW0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT675302(NAD 83)
 DW0684_MARKER: DD = SURVEY DISK
 DW0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0684_SP_SET: HEADWALL
 DW0684_STAMPING: 1296.81 1367+50
 DW0684_MARK LOGO: AZHD  
 DW0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0684
 DW0684  HISTORY     - Date     Condition        Report By
 DW0684  HISTORY     - UNK      MONUMENTED       AZHD
 DW0684  HISTORY     - 1933     GOOD             NGS
 DW0684  HISTORY     - 1981     GOOD             NGS
 DW0684
 DW0684                          STATION DESCRIPTION
 DW0684
 DW0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0684'7.1 MI E FROM QUARTZSITE.
 DW0684'ABOUT 7.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0684'COUNTY, AT STATION 1367+50, AT A CONCRETE BRIDGE, AND IN THE
 DW0684'CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0684'DEPARTMENT STANDARD DISK, STAMPED 1296.81 1367+50.
 DW0684
 DW0684                          STATION RECOVERY (1981)
 DW0684
 DW0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0684'10.0 KM (6.2 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0684'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.2 KM (0.1 MI) WEST OF HIGHWAY
 DW0684'MILEPOST 25, 0.2 KM (0.1 MI) EAST-NORTHEAST ACROSS THE HIGHWAY LANES
 DW0684'FROM BENCH MARK X 478, SET IN THE TOP CENTER OF A CONCRETE HEADWALL
 DW0684'FOR AN ABANDONED 24-INCH PIPE CULVERT ON THE ABANDONED HIGHWAY GRADE,
 DW0684'41.1 METERS (135 FT) NORTH OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0429 ***********************************************************************
 CZ0429  DESIGNATION -  1299+05
 CZ0429  PID         -  CZ0429
 CZ0429  STATE/COUNTY-  AZ/PINAL
 CZ0429  USGS QUAD   -  DURHAM HILLS (1988)
 CZ0429
 CZ0429                         *CURRENT SURVEY CONTROL
 CZ0429  ___________________________________________________________________
 CZ0429* NAD 83(1986)-  32 44 42.     (N)    111 07 39.     (W)     SCALED    
 CZ0429* NAVD 88     -       829.30   (+/-2cm)    2720.8    (feet)  VERTCON   
 CZ0429  ___________________________________________________________________
 CZ0429  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CZ0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0429
 CZ0429.The horizontal coordinates were scaled from a topographic map and have
 CZ0429.an estimated accuracy of +/- 6 seconds.
 CZ0429
 CZ0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0429.The vertical order pertains to the NGVD 29 superseded value.
 CZ0429
 CZ0429.The geoid height was determined by GEOID03.
 CZ0429
 CZ0429;                    North         East    Units  Estimated Accuracy
 CZ0429;SPC AZ C     -   193,750.      287,320.      MT  (+/- 180 meters Scaled)
 CZ0429
 CZ0429                          SUPERSEDED SURVEY CONTROL
 CZ0429
 CZ0429  NGVD 29 (??/??/92)  828.688  (m)         2718.79   (f) ADJ UNCH    2 0
 CZ0429
 CZ0429.Superseded values are not recommended for survey control.
 CZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0429.See file dsdata.txt to determine how the superseded data were derived.
 CZ0429
 CZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB880230(NAD 83)
 CZ0429_MARKER: DD = SURVEY DISK
 CZ0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0429_SP_SET: CULVERT
 CZ0429_STAMPING: 1299+05 1939 2718.67
 CZ0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0429+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ0429
 CZ0429  HISTORY     - Date     Condition        Report By
 CZ0429  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0429  HISTORY     - 1962     GOOD             NGS
 CZ0429  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0429
 CZ0429                          STATION DESCRIPTION
 CZ0429
 CZ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0429'16.85 MI NW FROM ORACLE JUNCTION.
 CZ0429'16.85 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0429'JUNCTION, 178 FEET SOUTH OF A T-ROAD, 15.4 FEET EAST OF THE CENTER OF
 CZ0429'U.S. HIGHWAY 80, 3.2 FEET NORTH OF THE SOUTHEAST CORNER OF A CONCRETE
 CZ0429'CULVERT, A STANDARD DISK SET IN A DRILLHOLE IN THE EAST HEADWALL OF
 CZ0429'THE CULVERT.
 CZ0429
 CZ0429                          STATION RECOVERY (2007)
 CZ0429
 CZ0429'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0429'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0429'THE DESCRIPTION - U.S. HIGHWAYS 80-89 ARE NOW ARIZONA HIGHWAY 79, AND
 CZ0429'THE MARK IS LOCATED IN THE CENTER OF THE NORTHEAST HEADWALL OF THE
 CZ0429'CULVERT. HANDHELD COORDINATES
 CZ0429'32 44 42.8 (N)   111 07 40.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0060 ***********************************************************************
 EU0060  DESIGNATION -  1299.73
 EU0060  PID         -  EU0060
 EU0060  STATE/COUNTY-  AZ/MOHAVE
 EU0060  USGS QUAD   -  YUCCA (1970)
 EU0060
 EU0060                         *CURRENT SURVEY CONTROL
 EU0060  ___________________________________________________________________
 EU0060* NAD 83(1986)-  34 45 30.     (N)    114 12 43.     (W)     SCALED    
 EU0060* NAVD 88     -       396.79   (+/-2cm)    1301.8    (feet)  VERTCON   
 EU0060  ___________________________________________________________________
 EU0060  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EU0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0060
 EU0060.The horizontal coordinates were scaled from a topographic map and have
 EU0060.an estimated accuracy of +/- 6 seconds.
 EU0060
 EU0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0060.The vertical order pertains to the NGVD 29 superseded value.
 EU0060
 EU0060.The geoid height was determined by GEOID03.
 EU0060
 EU0060;                    North         East    Units  Estimated Accuracy
 EU0060;SPC AZ W     -   416,880.      171,070.      MT  (+/- 180 meters Scaled)
 EU0060
 EU0060                          SUPERSEDED SURVEY CONTROL
 EU0060
 EU0060  NGVD 29 (??/??/??)  396.090  (m)         1299.51   (f) ADJUSTED    2 0
 EU0060
 EU0060.Superseded values are not recommended for survey control.
 EU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0060.See file dsdata.txt to determine how the superseded data were derived.
 EU0060
 EU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU551497(NAD 83)
 EU0060_MARKER: DD = SURVEY DISK
 EU0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0060_SP_SET: CULVERT
 EU0060_STAMPING: 1299.73 860X30 1951
 EU0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0060
 EU0060  HISTORY     - Date     Condition        Report By
 EU0060  HISTORY     - 1951     MONUMENTED       AZHD
 EU0060  HISTORY     - 1961     GOOD             NGS
 EU0060  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0060  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0060
 EU0060                          STATION DESCRIPTION
 EU0060
 EU0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0060'9.7 MI SW FROM YUCCA.
 EU0060'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0060'YUCCA, THENCE 9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0060'IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0060'OF A 10 FOOT CONCRETE BOX CULVERT, 25 FEET SOUTHEAST OF THE CENTER
 EU0060'LINE OF U.S. HIGHWAY 66 AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 EU0060'HIGHWAY.
 EU0060
 EU0060                          STATION RECOVERY (1970)
 EU0060
 EU0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0060'MARK NOT FOUND.
 EU0060
 EU0060                          STATION RECOVERY (1981)
 EU0060
 EU0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0060'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0548 ***********************************************************************
 CY0548  DESIGNATION -  13
 CY0548  PID         -  CY0548
 CY0548  STATE/COUNTY-  AZ/GRAHAM
 CY0548  USGS QUAD   -  ARTESIA NE (1966)
 CY0548
 CY0548                         *CURRENT SURVEY CONTROL
 CY0548  ___________________________________________________________________
 CY0548* NAD 83(1986)-  32 44 10.     (N)    109 34 45.     (W)     SCALED    
 CY0548* NAVD 88     -       942.63   (+/-2cm)    3092.6    (feet)  VERTCON   
 CY0548  ___________________________________________________________________
 CY0548  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0548  VERT ORDER  -  ? (See Below)
 CY0548
 CY0548.The horizontal coordinates were scaled from a topographic map and have
 CY0548.an estimated accuracy of +/- 6 seconds.
 CY0548
 CY0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0548.The vertical order pertains to the NGVD 29 superseded value.
 CY0548
 CY0548.The geoid height was determined by GEOID03.
 CY0548
 CY0548;                    North         East    Units  Estimated Accuracy
 CY0548;SPC AZ E     -   192,640.      268,420.      MT  (+/- 180 meters Scaled)
 CY0548
 CY0548                          SUPERSEDED SURVEY CONTROL
 CY0548
 CY0548  NGVD 29 (??/??/92)  942.005  (m)         3090.56   (f) ADJ UNCH    ?  
 CY0548
 CY0548.Superseded values are not recommended for survey control.
 CY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0548.See file dsdata.txt to determine how the superseded data were derived.
 CY0548
 CY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB331229(NAD 83)
 CY0548_MARKER: P = PIPE CAP
 CY0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0548_STAMPING: 3090.561 13
 CY0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0548
 CY0548  HISTORY     - Date     Condition        Report By
 CY0548  HISTORY     - UNK      MONUMENTED       USGS
 CY0548  HISTORY     - 1932     GOOD             NGS
 CY0548
 CY0548                          STATION DESCRIPTION
 CY0548
 CY0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0548'6.2 MI SE FROM SOLOMONSVILLE.
 CY0548'ON SOUTHERN PACIFIC RIGHT OF WAY, 2.0 MILES NORTH OF HAECKEL SIDING,
 CY0548'330 FEET SOUTH OF MILEPOST 1127, 35 FEET WEST OF RAILROAD CENTER-LINE,
 CY0548'500 FEET SOUTH OF RAILROAD TRESTLE MARKED 1127.03.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1592 ***********************************************************************
 DV1592  DESIGNATION -  13 A
 DV1592  PID         -  DV1592
 DV1592  STATE/COUNTY-  AZ/LA PAZ
 DV1592  USGS QUAD   -  VICKSBURG (1990)
 DV1592
 DV1592                         *CURRENT SURVEY CONTROL
 DV1592  ___________________________________________________________________
 DV1592* NAD 83(1986)-  33 38 03.     (N)    113 47 36.     (W)     SCALED    
 DV1592* NAVD 88     -       365.07   (+/-2cm)    1197.7    (feet)  VERTCON   
 DV1592  ___________________________________________________________________
 DV1592  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1592
 DV1592.The horizontal coordinates were scaled from a topographic map and have
 DV1592.an estimated accuracy of +/- 6 seconds.
 DV1592
 DV1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1592.The vertical order pertains to the NGVD 29 superseded value.
 DV1592
 DV1592.The geoid height was determined by GEOID03.
 DV1592
 DV1592;                    North         East    Units  Estimated Accuracy
 DV1592;SPC AZ W     -   292,090.      209,340.      MT  (+/- 180 meters Scaled)
 DV1592
 DV1592                          SUPERSEDED SURVEY CONTROL
 DV1592
 DV1592  NGVD 29 (??/??/92)  364.406  (m)         1195.56   (f) ADJ UNCH    2 0
 DV1592
 DV1592.Superseded values are not recommended for survey control.
 DV1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1592.See file dsdata.txt to determine how the superseded data were derived.
 DV1592
 DV1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC409250(NAD 83)
 DV1592_MARKER: DD = SURVEY DISK
 DV1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1592_STAMPING: 13 A 1962
 DV1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1592+STABILITY: SURFACE MOTION
 DV1592
 DV1592  HISTORY     - Date     Condition        Report By
 DV1592  HISTORY     - 1962     MONUMENTED       AZHD
 DV1592
 DV1592                          STATION DESCRIPTION
 DV1592
 DV1592'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1592'11.2 MI SE FROM HOPE.
 DV1592'0.5 MILE EAST-SOUTHEAST OF D 396 13, AN ARIZONA HIGHWAY DEPARTMENT
 DV1592'DISK STAMPED 13 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1592'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1592'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0773 ***********************************************************************
 FQ0773  DESIGNATION -  13 HLS
 FQ0773  PID         -  FQ0773
 FQ0773  STATE/COUNTY-  AZ/NAVAJO
 FQ0773  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0773
 FQ0773                         *CURRENT SURVEY CONTROL
 FQ0773  ___________________________________________________________________
 FQ0773* NAD 83(1986)-  35 07 27.     (N)    110 19 20.     (W)     SCALED    
 FQ0773* NAVD 88     -      1562.439  (meters)    5126.10   (feet)  ADJUSTED  
 FQ0773  ___________________________________________________________________
 FQ0773  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FQ0773  DYNAMIC HT  -        1560.355 (meters)    5119.26  (feet)  COMP
 FQ0773  MODELED GRAV-     979,245.7   (mgal)                       NAVD 88
 FQ0773
 FQ0773  VERT ORDER  -  THIRD
 FQ0773
 FQ0773.The horizontal coordinates were scaled from a topographic map and have
 FQ0773.an estimated accuracy of +/- 6 seconds.
 FQ0773
 FQ0773.The orthometric height was determined by differential leveling
 FQ0773.and adjusted in June 1991.
 FQ0773
 FQ0773.The geoid height was determined by GEOID03.
 FQ0773
 FQ0773.The dynamic height is computed by dividing the NAVD 88
 FQ0773.geopotential number by the normal gravity value computed on the
 FQ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0773.degrees latitude (g = 980.6199 gals.).
 FQ0773
 FQ0773.The modeled gravity was interpolated from observed gravity values.
 FQ0773
 FQ0773;                    North         East    Units  Estimated Accuracy
 FQ0773;SPC AZ E     -   457,360.      199,180.      MT  (+/- 180 meters Scaled)
 FQ0773
 FQ0773                          SUPERSEDED SURVEY CONTROL
 FQ0773
 FQ0773.No superseded survey control is available for this station.
 FQ0773
 FQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD617870(NAD 83)
 FQ0773_MARKER: DB = BENCH MARK DISK
 FQ0773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0773_SP_SET: COPPER-CLAD STEEL ROD
 FQ0773_STAMPING: 13 HLS 1970 5124
 FQ0773_MARK LOGO: USGS  
 FQ0773_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0773+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0773
 FQ0773  HISTORY     - Date     Condition        Report By
 FQ0773  HISTORY     - 1970     MONUMENTED       USGS
 FQ0773
 FQ0773                          STATION DESCRIPTION
 FQ0773
 FQ0773'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0773'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0773'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0773'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 7.6 MILES
 FQ0773'NORTHEAST ALONG THE ROAD, 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 FQ0773'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0773'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0878 ***********************************************************************
 FQ0878  DESIGNATION -  13 JRH
 FQ0878  PID         -  FQ0878
 FQ0878  STATE/COUNTY-  AZ/COCONINO
 FQ0878  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0878
 FQ0878                         *CURRENT SURVEY CONTROL
 FQ0878  ___________________________________________________________________
 FQ0878* NAD 83(1986)-  35 34 37.     (N)    111 40 58.     (W)     SCALED    
 FQ0878* NAVD 88     -      1867.782  (meters)    6127.88   (feet)  POSTED    
 FQ0878  ___________________________________________________________________
 FQ0878  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0878  DYNAMIC HT  -        1865.300 (meters)    6119.74  (feet)  COMP
 FQ0878  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 FQ0878
 FQ0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0878
 FQ0878.The horizontal coordinates were scaled from a topographic map and have
 FQ0878.an estimated accuracy of +/- 6 seconds.
 FQ0878
 FQ0878.The orthometric height was determined by differential leveling
 FQ0878.and adjusted by the  in 1992.
 FQ0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0878.rate of 0.0 thru 1.0 mm/km.
 FQ0878
 FQ0878.The geoid height was determined by GEOID03.
 FQ0878
 FQ0878.The dynamic height is computed by dividing the NAVD 88
 FQ0878.geopotential number by the normal gravity value computed on the
 FQ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0878.degrees latitude (g = 980.6199 gals.).
 FQ0878
 FQ0878.The modeled gravity was interpolated from observed gravity values.
 FQ0878
 FQ0878;                    North         East    Units  Estimated Accuracy
 FQ0878;SPC AZ C     -   507,600.      234,560.      MT  (+/- 180 meters Scaled)
 FQ0878
 FQ0878                          SUPERSEDED SURVEY CONTROL
 FQ0878
 FQ0878.No superseded survey control is available for this station.
 FQ0878
 FQ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE381372(NAD 83)
 FQ0878_MARKER: DB = BENCH MARK DISK
 FQ0878_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0878_SP_SET: ROCK OUTCROP
 FQ0878_STAMPING: 13 JRH 1959 6125
 FQ0878_MARK LOGO: USGS  
 FQ0878_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0878+STABILITY: POSITION/ELEVATION WELL
 FQ0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0878+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0878
 FQ0878  HISTORY     - Date     Condition        Report By
 FQ0878  HISTORY     - 1959     MONUMENTED       USGS
 FQ0878
 FQ0878                          STATION DESCRIPTION
 FQ0878
 FQ0878'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0878'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0878'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0878'LOOKOUT TOWER, PROCEED 38.8 MILES SOUTH, 1.8 MILES NORTHWEST OF ASO
 FQ0878'RANCH, 120 FEET WEST OF THE CENTER OF THE ROAD, IN A PROMINENT LAVA
 FQ0878'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0285 ***********************************************************************
 DV0285  DESIGNATION -  13 LUKE FIELD
 DV0285  PID         -  DV0285
 DV0285  STATE/COUNTY-  AZ/MARICOPA
 DV0285  USGS QUAD   -  EL MIRAGE (1982)
 DV0285
 DV0285                         *CURRENT SURVEY CONTROL
 DV0285  ___________________________________________________________________
 DV0285* NAD 83(1986)-  33 32 09.     (N)    112 21 43.     (W)     SCALED    
 DV0285* NAVD 88     -       330.67   (+/-2cm)    1084.9    (feet)  VERTCON   
 DV0285  ___________________________________________________________________
 DV0285  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0285
 DV0285.The horizontal coordinates were scaled from a topographic map and have
 DV0285.an estimated accuracy of +/- 6 seconds.
 DV0285
 DV0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0285.The vertical order pertains to the NGVD 29 superseded value.
 DV0285
 DV0285.The geoid height was determined by GEOID03.
 DV0285
 DV0285;                    North         East    Units  Estimated Accuracy
 DV0285;SPC AZ C     -   281,260.      172,010.      MT  (+/- 180 meters Scaled)
 DV0285
 DV0285                          SUPERSEDED SURVEY CONTROL
 DV0285
 DV0285  NGVD 29 (??/??/92)  330.116  (m)         1083.06   (f) ADJ UNCH    2 0
 DV0285
 DV0285.Superseded values are not recommended for survey control.
 DV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0285.See file dsdata.txt to determine how the superseded data were derived.
 DV0285
 DV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC735115(NAD 83)
 DV0285_MARKER: Q = CHISELED SQUARE
 DV0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0285_SP_SET: MANHOLE COVER
 DV0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0285
 DV0285  HISTORY     - Date     Condition        Report By
 DV0285  HISTORY     - UNK      MONUMENTED       DOD
 DV0285  HISTORY     - 1945     GOOD             NGS
 DV0285
 DV0285                          STATION DESCRIPTION
 DV0285
 DV0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0285'IN LUKE FIELD.
 DV0285'AT LUKE FIELD, MARICOPA COUNTY, 62.2 FEET SOUTH-SOUTHWEST OF BUILDING
 DV0285'T-642, AT THE INTERSECTION OF FOURTH AND K STREETS, 19 FEET EAST OF
 DV0285'THE CENTERLINE OF FOURTH STREET, 17.8 FEET SOUTH OF THE CENTERLINE OF
 DV0285'K STREET, AND ON THE EAST EDGE OF AN IRON MANHOLE COVER.  A CROSS
 DV0285'INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0222 ***********************************************************************
 DA0222  DESIGNATION -  13 WF
 DA0222  PID         -  DA0222
 DA0222  STATE/COUNTY-  AZ/PIMA
 DA0222  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0222
 DA0222                         *CURRENT SURVEY CONTROL
 DA0222  ___________________________________________________________________
 DA0222* NAD 83(1986)-  32 28 05.     (N)    112 28 25.     (W)     SCALED    
 DA0222* NAVD 88     -       724.20   (+/-2cm)    2376.0    (feet)  VERTCON   
 DA0222  ___________________________________________________________________
 DA0222  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DA0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0222
 DA0222.The horizontal coordinates were scaled from a topographic map and have
 DA0222.an estimated accuracy of +/- 6 seconds.
 DA0222
 DA0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0222.The vertical order pertains to the NGVD 29 superseded value.
 DA0222
 DA0222.The geoid height was determined by GEOID03.
 DA0222
 DA0222;                    North         East    Units  Estimated Accuracy
 DA0222;SPC AZ C     -   162,900.      161,010.      MT  (+/- 180 meters Scaled)
 DA0222
 DA0222                          SUPERSEDED SURVEY CONTROL
 DA0222
 DA0222  NGVD 29 (??/??/92)  723.472  (m)         2373.59   (f) ADJ UNCH    2 0
 DA0222
 DA0222.Superseded values are not recommended for survey control.
 DA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0222.See file dsdata.txt to determine how the superseded data were derived.
 DA0222
 DA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA615932(NAD 83)
 DA0222_MARKER: DD = SURVEY DISK
 DA0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0222_STAMPING: 13 WF 1948 2374
 DA0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0222+STABILITY: SURFACE MOTION
 DA0222
 DA0222  HISTORY     - Date     Condition        Report By
 DA0222  HISTORY     - 1948     MONUMENTED       USGS
 DA0222  HISTORY     - 1961     GOOD             NGS
 DA0222
 DA0222                          STATION DESCRIPTION
 DA0222
 DA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0222'16.6 MI W FROM VENTANA.
 DA0222'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0222'AT VENTANA.  THENCE 10.1 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0222'PIPE LINE.  0.45 MILE NORTHEAST OF A JUNCTION OF THE ROAD AND A ROAD
 DA0222'LEADING SOUTHWEST, 0.3 MILE NORTHEAST OF A WASH, 300 FEET SOUTHWEST OF
 DA0222'PIPE LINE MILEPOST NUMBER 57, 36 FEET SOUTHEAST OF THE CENTER LINE OF
 DA0222'THE ROAD, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DA0222'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0699 ***********************************************************************
 GP0699  DESIGNATION -  130 DOR
 GP0699  PID         -  GP0699
 GP0699  STATE/COUNTY-  AZ/NAVAJO
 GP0699  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0699
 GP0699                         *CURRENT SURVEY CONTROL
 GP0699  ___________________________________________________________________
 GP0699* NAD 83(1986)-  36 42 21.     (N)    110 35 08.     (W)     SCALED    
 GP0699* NAVD 88     -      2082.852  (meters)    6833.49   (feet)  ADJUSTED  
 GP0699  ___________________________________________________________________
 GP0699  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GP0699  DYNAMIC HT  -        2080.179 (meters)    6824.72  (feet)  COMP
 GP0699  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 GP0699
 GP0699  VERT ORDER  -  SECOND    CLASS 0
 GP0699
 GP0699.The horizontal coordinates were scaled from a topographic map and have
 GP0699.an estimated accuracy of +/- 6 seconds.
 GP0699
 GP0699.The orthometric height was determined by differential leveling
 GP0699.and adjusted in June 1991.
 GP0699
 GP0699.The geoid height was determined by GEOID03.
 GP0699
 GP0699.The dynamic height is computed by dividing the NAVD 88
 GP0699.geopotential number by the normal gravity value computed on the
 GP0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0699.degrees latitude (g = 980.6199 gals.).
 GP0699
 GP0699.The modeled gravity was interpolated from observed gravity values.
 GP0699
 GP0699;                    North         East    Units  Estimated Accuracy
 GP0699;SPC AZ E     -   632,910.      175,940.      MT  (+/- 180 meters Scaled)
 GP0699
 GP0699                          SUPERSEDED SURVEY CONTROL
 GP0699
 GP0699.No superseded survey control is available for this station.
 GP0699
 GP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF370623(NAD 83)
 GP0699_MARKER: DB = BENCH MARK DISK
 GP0699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0699_SP_SET: COPPER-CLAD STEEL ROD
 GP0699_STAMPING: 130 DOR 1969 6830
 GP0699_MARK LOGO: USGS  
 GP0699_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0699+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0699
 GP0699  HISTORY     - Date     Condition        Report By
 GP0699  HISTORY     - 1969     MONUMENTED       USGS
 GP0699
 GP0699                          STATION DESCRIPTION
 GP0699
 GP0699'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0699'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0699'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0699'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0699'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 5.2 MILES NORTHWEST
 GP0699'ALONG THE TALL MOUNTAIN ROAD TO THE NORTHWEST END OF A ROAD TURNOUT,
 GP0699'0.1 MILE SOUTHEAST OF A T-ROAD NORTHEAST, 25 FEET NORTHEAST OF THE
 GP0699'ROAD, 2 FEET SOUTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD
 GP0699'ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0164 ***********************************************************************
 ES0164  DESIGNATION -  130+00
 ES0164  PID         -  ES0164
 ES0164  STATE/COUNTY-  AZ/NAVAJO
 ES0164  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0164
 ES0164                         *CURRENT SURVEY CONTROL
 ES0164  ___________________________________________________________________
 ES0164* NAD 83(1986)-  34 14 11.     (N)    110 03 47.     (W)     SCALED    
 ES0164* NAVD 88     -      1975.374  (meters)    6480.87   (feet)  ADJUSTED  
 ES0164  ___________________________________________________________________
 ES0164  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ES0164  DYNAMIC HT  -        1972.432 (meters)    6471.22  (feet)  COMP
 ES0164  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 ES0164
 ES0164  VERT ORDER  -  SECOND    CLASS 0
 ES0164
 ES0164.The horizontal coordinates were scaled from a topographic map and have
 ES0164.an estimated accuracy of +/- 6 seconds.
 ES0164
 ES0164.The orthometric height was determined by differential leveling
 ES0164.and adjusted in June 1991.
 ES0164
 ES0164.The geoid height was determined by GEOID03.
 ES0164
 ES0164.The dynamic height is computed by dividing the NAVD 88
 ES0164.geopotential number by the normal gravity value computed on the
 ES0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0164.degrees latitude (g = 980.6199 gals.).
 ES0164
 ES0164.The modeled gravity was interpolated from observed gravity values.
 ES0164
 ES0164;                    North         East    Units  Estimated Accuracy
 ES0164;SPC AZ E     -   358,880.      222,910.      MT  (+/- 180 meters Scaled)
 ES0164
 ES0164                          SUPERSEDED SURVEY CONTROL
 ES0164
 ES0164  NGVD 29 (??/??/92) 1974.457  (m)         6477.86   (f) ADJ UNCH    2 0
 ES0164
 ES0164.Superseded values are not recommended for survey control.
 ES0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0164.See file dsdata.txt to determine how the superseded data were derived.
 ES0164
 ES0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC862887(NAD 83)
 ES0164_MARKER: P = PIPE CAP
 ES0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0164_STAMPING: 130+00 6285.73 35
 ES0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0164
 ES0164  HISTORY     - Date     Condition        Report By
 ES0164  HISTORY     - UNK      MONUMENTED       BPR
 ES0164  HISTORY     - 1960     GOOD             NGS
 ES0164
 ES0164                          STATION DESCRIPTION
 ES0164
 ES0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0164'2.5 MI SW FROM SHOW LOW.
 ES0164'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0164'SHOW LOW, THENCE 2.4 MILES SOUTHJWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0164'HIGHWAY 77, IN SECTION 25, R 21 E, T 10 N, 67 FEET SOUTHEAST OF THE
 ES0164'CENTER LINE OF THE HIGHWAY, 93 FEET NORTHEAST OF THE SOUTHEAST ROCK
 ES0164'HEADWALL OF A 24-INCH TUBULAR CULVERT, 1/2 FOOT SOUTHEAST OF A FENCE,
 ES0164'0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 ES0164'HIGHWAY, AND ON THE TOP OF A 2-INCH IRON PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0309 ***********************************************************************
 DV0309  DESIGNATION -  1302 RESET
 DV0309  PID         -  DV0309
 DV0309  STATE/COUNTY-  AZ/MARICOPA
 DV0309  USGS QUAD   -  MOBILE (1978)
 DV0309
 DV0309                         *CURRENT SURVEY CONTROL
 DV0309  ___________________________________________________________________
 DV0309* NAD 83(1986)-  33 03 35.     (N)    112 15 06.     (W)     SCALED    
 DV0309* NAVD 88     -       397.216  (meters)    1303.20   (feet)  ADJUSTED  
 DV0309  ___________________________________________________________________
 DV0309  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV0309  DYNAMIC HT  -         396.737 (meters)    1301.63  (feet)  COMP
 DV0309  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 DV0309
 DV0309  VERT ORDER  -  FIRST     CLASS II
 DV0309
 DV0309.The horizontal coordinates were scaled from a topographic map and have
 DV0309.an estimated accuracy of +/- 6 seconds.
 DV0309
 DV0309.The orthometric height was determined by differential leveling
 DV0309.and adjusted in June 1991.
 DV0309
 DV0309.The geoid height was determined by GEOID03.
 DV0309
 DV0309.The dynamic height is computed by dividing the NAVD 88
 DV0309.geopotential number by the normal gravity value computed on the
 DV0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0309.degrees latitude (g = 980.6199 gals.).
 DV0309
 DV0309.The modeled gravity was interpolated from observed gravity values.
 DV0309
 DV0309;                    North         East    Units  Estimated Accuracy
 DV0309;SPC AZ C     -   228,420.      182,080.      MT  (+/- 180 meters Scaled)
 DV0309
 DV0309                          SUPERSEDED SURVEY CONTROL
 DV0309
 DV0309  NGVD 29 (??/??/92)  396.610  (m)         1301.21   (f) ADJ UNCH    1 2
 DV0309
 DV0309.Superseded values are not recommended for survey control.
 DV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0309.See file dsdata.txt to determine how the superseded data were derived.
 DV0309
 DV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB831586(NAD 83)
 DV0309_MARKER: DD = SURVEY DISK
 DV0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0309_STAMPING: WF 1948 1301 1302 RESET 1939
 DV0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0309+STABILITY: SURFACE MOTION
 DV0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0309+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0309
 DV0309  HISTORY     - Date     Condition        Report By
 DV0309  HISTORY     - 1939     MONUMENTED       USGS
 DV0309  HISTORY     - 1967     GOOD             NGS
 DV0309  HISTORY     - 1980     POOR             NGS
 DV0309  HISTORY     - 1980     POOR             NGS
 DV0309  HISTORY     - 19941202 GOOD             USPSQD
 DV0309  HISTORY     - 20070321 GOOD             GEOCAC
 DV0309
 DV0309                          STATION DESCRIPTION
 DV0309
 DV0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0309'1.2 MI E FROM MOBILE.
 DV0309'ABOUT 1.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0309'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 22, T 4 S, R 1 E, 0.5 MILE
 DV0309'WEST OF MILEPOST 886, 33 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 DV0309'TRACK, 18 FEET NORTHWEST OF A TELEPHONE POLE, 24 FEET NORTH OF THE
 DV0309'CENTER LINE OF A SMALL LEVEE, 2.8 FEET WEST OF A WOODEN WITNESS POST,
 DV0309'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 DV0309'CONCRETE POST PROJECTING 12 INCHES.
 DV0309
 DV0309                          STATION RECOVERY (1980)
 DV0309
 DV0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0309'MARK RECOVERED IN POOR CONDITION.
 DV0309
 DV0309                          STATION RECOVERY (1980)
 DV0309
 DV0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0309'MARK RECOVERED IN POOR CONDITION.
 DV0309
 DV0309                          STATION RECOVERY (1994)
 DV0309
 DV0309'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0309'RECOVERED IN GOOD CONDITION.
 DV0309
 DV0309                          STATION RECOVERY (2007)
 DV0309
 DV0309'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0555 ***********************************************************************
 DA0555  DESIGNATION -  1303.8
 DA0555  PID         -  DA0555
 DA0555  STATE/COUNTY-  AZ/PIMA
 DA0555  USGS QUAD   -  MIDWAY SW (1986)
 DA0555
 DA0555                         *CURRENT SURVEY CONTROL
 DA0555  ___________________________________________________________________
 DA0555* NAD 83(1986)-  32 30 17.     (N)    112 53 34.     (W)     SCALED    
 DA0555* NAVD 88     -       398.03   (+/-2cm)    1305.9    (feet)  VERTCON   
 DA0555  ___________________________________________________________________
 DA0555  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0555  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0555
 DA0555.The horizontal coordinates were scaled from a topographic map and have
 DA0555.an estimated accuracy of +/- 6 seconds.
 DA0555
 DA0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0555.The vertical order pertains to the NGVD 29 superseded value.
 DA0555
 DA0555.The geoid height was determined by GEOID03.
 DA0555
 DA0555;                    North         East    Units  Estimated Accuracy
 DA0555;SPC AZ C     -   167,250.      121,640.      MT  (+/- 180 meters Scaled)
 DA0555
 DA0555                          SUPERSEDED SURVEY CONTROL
 DA0555
 DA0555  NGVD 29 (??/??/92)  397.367  (m)         1303.69   (f) ADJ UNCH    1 2
 DA0555
 DA0555.Superseded values are not recommended for survey control.
 DA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0555.See file dsdata.txt to determine how the superseded data were derived.
 DA0555
 DA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA221979(NAD 83)
 DA0555_MARKER: Z = SEE DESCRIPTION
 DA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0555+STABILITY: SURFACE MOTION
 DA0555
 DA0555  HISTORY     - Date     Condition        Report By
 DA0555  HISTORY     - UNK      MONUMENTED       USGS
 DA0555  HISTORY     - 1953     GOOD             NGS
 DA0555
 DA0555                          STATION DESCRIPTION
 DA0555
 DA0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0555'10.7 MI N FROM AJO.
 DA0555'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0555'THE STATION AT AJO, THENCE 0.9 MILE NORTHWEST ALONG A GRAVELED ROAD
 DA0555'LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 140 1/2 FEET
 DA0555'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF A WITNESS
 DA0555'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 DA0555'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1166 ***********************************************************************
 DV1166  DESIGNATION -  1306.76
 DV1166  PID         -  DV1166
 DV1166  STATE/COUNTY-  AZ/LA PAZ
 DV1166  USGS QUAD   -  VICKSBURG (1990)
 DV1166
 DV1166                         *CURRENT SURVEY CONTROL
 DV1166  ___________________________________________________________________
 DV1166* NAD 83(1986)-  33 43 10.     (N)    113 45 04.     (W)     SCALED    
 DV1166* NAVD 88     -       399.19   (+/-2cm)    1309.7    (feet)  VERTCON   
 DV1166  ___________________________________________________________________
 DV1166  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1166  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1166
 DV1166.The horizontal coordinates were scaled from a topographic map and have
 DV1166.an estimated accuracy of +/- 6 seconds.
 DV1166
 DV1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1166.The vertical order pertains to the NGVD 29 superseded value.
 DV1166
 DV1166.The geoid height was determined by GEOID03.
 DV1166
 DV1166;                    North         East    Units  Estimated Accuracy
 DV1166;SPC AZ W     -   301,550.      213,260.      MT  (+/- 180 meters Scaled)
 DV1166
 DV1166                          SUPERSEDED SURVEY CONTROL
 DV1166
 DV1166  NGVD 29 (??/??/92)  398.513  (m)         1307.45   (f) ADJ UNCH    1 2
 DV1166
 DV1166.Superseded values are not recommended for survey control.
 DV1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1166.See file dsdata.txt to determine how the superseded data were derived.
 DV1166
 DV1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC450344(NAD 83)
 DV1166_MARKER: DD = SURVEY DISK
 DV1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1166_SP_SET: PARAPET
 DV1166_STAMPING: 1306.76 2515+02.09
 DV1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1166
 DV1166  HISTORY     - Date     Condition        Report By
 DV1166  HISTORY     - UNK      MONUMENTED       AZHD
 DV1166  HISTORY     - 1934     GOOD             NGS
 DV1166  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1166
 DV1166                          STATION DESCRIPTION
 DV1166
 DV1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1166'9.7 MI W FROM SALOME.
 DV1166'9.5 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 2.7
 DV1166'MILES WEST OF HOPE, AT STATION 2515+02.09, AT A SMALL CONCRETE BRIDGE,
 DV1166'AND IN THE CENTER OF THE TOP OF THE SOUTH PARAPET.  AN ARIZONA HIGHWAY
 DV1166'DEPARTMENT STANDARD DISK, STAMPED 1306.76 2515+02.09.
 DV1166
 DV1166                          STATION RECOVERY (1981)
 DV1166
 DV1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1166'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1166'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0700 ***********************************************************************
 GP0700  DESIGNATION -  131 DOR
 GP0700  PID         -  GP0700
 GP0700  STATE/COUNTY-  AZ/NAVAJO
 GP0700  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0700
 GP0700                         *CURRENT SURVEY CONTROL
 GP0700  ___________________________________________________________________
 GP0700* NAD 83(1986)-  36 41 46.     (N)    110 34 32.     (W)     SCALED    
 GP0700* NAVD 88     -      2093.800  (meters)    6869.41   (feet)  ADJUSTED  
 GP0700  ___________________________________________________________________
 GP0700  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 GP0700  DYNAMIC HT  -        2091.110 (meters)    6860.58  (feet)  COMP
 GP0700  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 GP0700
 GP0700  VERT ORDER  -  SECOND    CLASS 0
 GP0700
 GP0700.The horizontal coordinates were scaled from a topographic map and have
 GP0700.an estimated accuracy of +/- 6 seconds.
 GP0700
 GP0700.The orthometric height was determined by differential leveling
 GP0700.and adjusted in June 1991.
 GP0700
 GP0700.The geoid height was determined by GEOID03.
 GP0700
 GP0700.The dynamic height is computed by dividing the NAVD 88
 GP0700.geopotential number by the normal gravity value computed on the
 GP0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0700.degrees latitude (g = 980.6199 gals.).
 GP0700
 GP0700.The modeled gravity was interpolated from observed gravity values.
 GP0700
 GP0700;                    North         East    Units  Estimated Accuracy
 GP0700;SPC AZ E     -   631,830.      176,820.      MT  (+/- 180 meters Scaled)
 GP0700
 GP0700                          SUPERSEDED SURVEY CONTROL
 GP0700
 GP0700.No superseded survey control is available for this station.
 GP0700
 GP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF379612(NAD 83)
 GP0700_MARKER: DB = BENCH MARK DISK
 GP0700_SETTING: 66 = SET IN ROCK OUTCROP
 GP0700_SP_SET: ROCK OUTCROP
 GP0700_STAMPING: 131 DOR 1969 6866
 GP0700_MARK LOGO: USGS  
 GP0700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0700+STABILITY: POSITION/ELEVATION WELL
 GP0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0700+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0700
 GP0700  HISTORY     - Date     Condition        Report By
 GP0700  HISTORY     - 1969     MONUMENTED       USGS
 GP0700
 GP0700                          STATION DESCRIPTION
 GP0700
 GP0700'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0700'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0700'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0700'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0700'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 4.2 MILES NORTHWEST
 GP0700'ALONG THE TALL MOUNTAIN AND NAVAJO MOUNTAIN ROAD, 50 FEET NORTH OF
 GP0700'THE ROAD, 2 FEET SOUTHWEST OF A WITNESS, IN A LARGE FLAT SANDSTONE
 GP0700'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1065 ***********************************************************************
 DU1065  DESIGNATION -  1312.11
 DU1065  PID         -  DU1065
 DU1065  STATE/COUNTY-  AZ/MARICOPA
 DU1065  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1065
 DU1065                         *CURRENT SURVEY CONTROL
 DU1065  ___________________________________________________________________
 DU1065* NAD 83(1986)-  33 30 44.     (N)    111 41 45.     (W)     SCALED    
 DU1065* NAVD 88     -       400.403  (meters)    1313.66   (feet)  READJUSTED
 DU1065  ___________________________________________________________________
 DU1065  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1065  DYNAMIC HT  -         399.930 (meters)    1312.10  (feet)  COMP
 DU1065  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 DU1065
 DU1065  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1065
 DU1065.The horizontal coordinates were scaled from a topographic map and have
 DU1065.an estimated accuracy of +/- 6 seconds.
 DU1065
 DU1065.The orthometric height was determined by differential leveling
 DU1065.and adjusted in April 1999.
 DU1065.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1065.distribution rate of 0.0 thru 1.0 mm/km.
 DU1065.The height was derived from older observations constrained to new
 DU1065.heights in a crustal motion area.  The height is approximate in
 DU1065.relation to other heights in its vicinity.
 DU1065
 DU1065.The geoid height was determined by GEOID03.
 DU1065
 DU1065.The dynamic height is computed by dividing the NAVD 88
 DU1065.geopotential number by the normal gravity value computed on the
 DU1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1065.degrees latitude (g = 980.6199 gals.).
 DU1065
 DU1065.The modeled gravity was interpolated from observed gravity values.
 DU1065
 DU1065;                    North         East    Units  Estimated Accuracy
 DU1065;SPC AZ C     -   278,580.      233,880.      MT  (+/- 180 meters Scaled)
 DU1065
 DU1065                          SUPERSEDED SURVEY CONTROL
 DU1065
 DU1065  NAVD 88 (06/15/91)  400.414  (m)         1313.69   (f) UNKNOWN     1 2
 DU1065  NGVD 29 (??/??/92)  399.834  (m)         1311.79   (f) ADJ UNCH    1 2
 DU1065
 DU1065.Superseded values are not recommended for survey control.
 DU1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1065.See file dsdata.txt to determine how the superseded data were derived.
 DU1065
 DU1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC353082(NAD 83)
 DU1065_MARKER: DD = SURVEY DISK
 DU1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1065_SP_SET: ABUTMENT
 DU1065_STAMPING: 1312.11 PHX
 DU1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1065
 DU1065  HISTORY     - Date     Condition        Report By
 DU1065  HISTORY     - UNK      MONUMENTED       BOR
 DU1065  HISTORY     - 1967     GOOD             NGS
 DU1065  HISTORY     - 1980     GOOD             NGS
 DU1065
 DU1065                          STATION DESCRIPTION
 DU1065
 DU1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1065'8.35 MI N FROM BUCKHORN.
 DU1065'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1065'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1065'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2 N, R 6
 DU1065'E, 0.3 MILE WEST OF GRANITE REEF DAM, 7 FEET WEST OF THE CENTER LINE
 DU1065'OF THE GRAVELED ROAD, A U.S. RECLAMATION SERVICE DISK SET IN THE TOP
 DU1065'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER THE
 DU1065'SOUTHERN CANAL, 30 FEET EAST OF A GAGING STATION, AND ABOUT LEVEL WITH
 DU1065'THE ROAD.
 DU1065
 DU1065                          STATION RECOVERY (1980)
 DU1065
 DU1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0202 ***********************************************************************
 DU0202  DESIGNATION -  1314+16.25
 DU0202  PID         -  DU0202
 DU0202  STATE/COUNTY-  AZ/GRAHAM
 DU0202  USGS QUAD   -  CALVA (1989)
 DU0202
 DU0202                         *CURRENT SURVEY CONTROL
 DU0202  ___________________________________________________________________
 DU0202* NAD 83(1986)-  33 10 49.     (N)    110 11 03.     (W)     SCALED    
 DU0202* NAVD 88     -       785.340  (meters)    2576.57   (feet)  ADJUSTED  
 DU0202  ___________________________________________________________________
 DU0202  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU0202  DYNAMIC HT  -         784.273 (meters)    2573.07  (feet)  COMP
 DU0202  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 DU0202
 DU0202  VERT ORDER  -  SECOND    CLASS 0
 DU0202
 DU0202.The horizontal coordinates were scaled from a topographic map and have
 DU0202.an estimated accuracy of +/- 6 seconds.
 DU0202
 DU0202.The orthometric height was determined by differential leveling
 DU0202.and adjusted in June 1991.
 DU0202
 DU0202.The geoid height was determined by GEOID03.
 DU0202
 DU0202.The dynamic height is computed by dividing the NAVD 88
 DU0202.geopotential number by the normal gravity value computed on the
 DU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0202.degrees latitude (g = 980.6199 gals.).
 DU0202
 DU0202.The modeled gravity was interpolated from observed gravity values.
 DU0202
 DU0202;                    North         East    Units  Estimated Accuracy
 DU0202;SPC AZ E     -   241,740.      211,730.      MT  (+/- 180 meters Scaled)
 DU0202
 DU0202                          SUPERSEDED SURVEY CONTROL
 DU0202
 DU0202  NGVD 29 (??/??/92)  784.761  (m)         2574.67   (f) ADJ UNCH    2 0
 DU0202
 DU0202.Superseded values are not recommended for survey control.
 DU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0202.See file dsdata.txt to determine how the superseded data were derived.
 DU0202
 DU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB760715(NAD 83)
 DU0202_MARKER: DD = SURVEY DISK
 DU0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0202_SP_SET: CULVERT
 DU0202_STAMPING: 1314+16.25
 DU0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0202
 DU0202  HISTORY     - Date     Condition        Report By
 DU0202  HISTORY     - UNK      MONUMENTED       AZHD
 DU0202  HISTORY     - 1952     GOOD             NGS
 DU0202
 DU0202                          STATION DESCRIPTION
 DU0202
 DU0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0202'0.5 MI E FROM CALVA.
 DU0202'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0202'COMPANY RAILROAD STATION AT CALVA, AT THE JUNCTION OF A TRACK ROAD,
 DU0202'LEADING NORTHEAST TO ASH CREEK RANCH, AT A 6 FOOT BY 6 FOOT CONCRETE
 DU0202'TWIN BOX CULVERT, SET IN THE TOP AND IN THE CENTER OF THE SOUTH
 DU0202'CONCRETE HEADWALL, 10.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DU0202'AND ABOUT 0.4 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1070 ***********************************************************************
 DU1070  DESIGNATION -  1314.04
 DU1070  PID         -  DU1070
 DU1070  STATE/COUNTY-  AZ/MARICOPA
 DU1070  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1070
 DU1070                         *CURRENT SURVEY CONTROL
 DU1070  ___________________________________________________________________
 DU1070* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1070* NAVD 88     -       400.97   (+/-2cm)    1315.5    (feet)  VERTCON   
 DU1070  ___________________________________________________________________
 DU1070  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1070  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1070
 DU1070.The horizontal coordinates were scaled from a topographic map and have
 DU1070.an estimated accuracy of +/- 6 seconds.
 DU1070
 DU1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1070.The vertical order pertains to the NGVD 29 superseded value.
 DU1070
 DU1070.The geoid height was determined by GEOID03.
 DU1070
 DU1070;                    North         East    Units  Estimated Accuracy
 DU1070;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1070
 DU1070                          SUPERSEDED SURVEY CONTROL
 DU1070
 DU1070  NGVD 29 (??/??/92)  400.386  (m)         1313.60   (f) ADJ UNCH    1 1
 DU1070
 DU1070.Superseded values are not recommended for survey control.
 DU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1070.See file dsdata.txt to determine how the superseded data were derived.
 DU1070
 DU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1070_MARKER: DD = SURVEY DISK
 DU1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1070_SP_SET: RETAINING WALL
 DU1070_STAMPING: 1314.04 6
 DU1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1070
 DU1070  HISTORY     - Date     Condition        Report By
 DU1070  HISTORY     - UNK      MONUMENTED       BOR
 DU1070  HISTORY     - 1948     GOOD             NGS
 DU1070  HISTORY     - 1967     MARK NOT FOUND   BOR
 DU1070  HISTORY     - 1975     GOOD             NGS
 DU1070  HISTORY     - 1980     GOOD             NGS
 DU1070
 DU1070                          STATION DESCRIPTION
 DU1070
 DU1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1070'17.6 MI NE FROM SCOTTSDALE.
 DU1070'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1070'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1070'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1070'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, 102 FEET WEST OF THE
 DU1070'WEST SIDE OF THE DAM, SET ON THE TOP OF A LARGE CONCRETE RETAINING
 DU1070'WALL ON THE NORTH BANK OF THE SALT RIVER, 0.2 FOOT NORTH OF THE SOUTH
 DU1070'EDGE OF THE WALL AND ABOUT LEVEL WITH A ROAD LEADING TO THE DAM.
 DU1070
 DU1070                          STATION RECOVERY (1967)
 DU1070
 DU1070'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1967
 DU1070'MARK NOT FOUND.
 DU1070
 DU1070                          STATION RECOVERY (1975)
 DU1070
 DU1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1070'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1070'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 6.5
 DU1070'MILES, THENCE 0.85 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE
 DU1070'NORTH ALONG GRAVEL ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD
 DU1070'PARALLELING THE SOUTH SIDE OF THE ARIZONA CANAL, AT THE NORTH SIDE OF
 DU1070'GRANITE REEF DAM, LOCATED AT THE WEST END OF A RETAINING WALL FOR THE
 DU1070'NORTH BANK OF THE SALT RIVER, 150 FEET WEST OF THE GATE HOUSE FOR THE
 DU1070'ARIZONA CANAL.  1/4, SEC 13, T 2N, R6E.
 DU1070
 DU1070                          STATION RECOVERY (1980)
 DU1070
 DU1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1064 ***********************************************************************
 DU1064  DESIGNATION -  1314.14
 DU1064  PID         -  DU1064
 DU1064  STATE/COUNTY-  AZ/MARICOPA
 DU1064  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1064
 DU1064                         *CURRENT SURVEY CONTROL
 DU1064  ___________________________________________________________________
 DU1064* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1064* NAVD 88     -       401.00   (+/-2cm)    1315.6    (feet)  VERTCON   
 DU1064  ___________________________________________________________________
 DU1064  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1064  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1064
 DU1064.The horizontal coordinates were scaled from a topographic map and have
 DU1064.an estimated accuracy of +/- 6 seconds.
 DU1064
 DU1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1064.The vertical order pertains to the NGVD 29 superseded value.
 DU1064
 DU1064.The geoid height was determined by GEOID03.
 DU1064
 DU1064;                    North         East    Units  Estimated Accuracy
 DU1064;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1064
 DU1064                          SUPERSEDED SURVEY CONTROL
 DU1064
 DU1064  NGVD 29 (??/??/92)  400.42   (m)         1313.7    (f) COMPUTED    1 2
 DU1064
 DU1064.Superseded values are not recommended for survey control.
 DU1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1064.See file dsdata.txt to determine how the superseded data were derived.
 DU1064
 DU1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1064_MARKER: DD = SURVEY DISK
 DU1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1064_SP_SET: RETAINING WALL
 DU1064_STAMPING: 1314.14 13
 DU1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1064
 DU1064  HISTORY     - Date     Condition        Report By
 DU1064  HISTORY     - UNK      MONUMENTED       BOR
 DU1064  HISTORY     - 1967     GOOD             NGS
 DU1064  HISTORY     - 1980     GOOD             NGS
 DU1064
 DU1064                          STATION DESCRIPTION
 DU1064
 DU1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1064'8.05 MI N FROM BUCKHORN.
 DU1064'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1064'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1064'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1064'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, 125 FEET WEST OF THE
 DU1064'WEST SIDE OF THE DAM, 82 1/2 FEET WEST OF THE SOUTHWEST CORNER OF A
 DU1064'SMALL CONCRETE BUILDING, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1064'TOP OF A CONCRETE RETAINING WALL WHICH IS ON THE SOUTH BANK OF THE
 DU1064'SALT RIVER, 21 FEET NORTH OF THE NORTH BANK OF THE SOUTHERN CANAL, AND
 DU1064'87 FEET WEST OF BENCH MARK 1314.19 (USRS).
 DU1064
 DU1064                          STATION RECOVERY (1980)
 DU1064
 DU1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1069 ***********************************************************************
 DU1069  DESIGNATION -  1314.14 5
 DU1069  PID         -  DU1069
 DU1069  STATE/COUNTY-  AZ/MARICOPA
 DU1069  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1069
 DU1069                         *CURRENT SURVEY CONTROL
 DU1069  ___________________________________________________________________
 DU1069* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1069* NAVD 88     -       401.02   (+/-2cm)    1315.7    (feet)  VERTCON   
 DU1069  ___________________________________________________________________
 DU1069  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1069  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1069
 DU1069.The horizontal coordinates were scaled from a topographic map and have
 DU1069.an estimated accuracy of +/- 6 seconds.
 DU1069
 DU1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1069.The vertical order pertains to the NGVD 29 superseded value.
 DU1069
 DU1069.The geoid height was determined by GEOID03.
 DU1069
 DU1069;                    North         East    Units  Estimated Accuracy
 DU1069;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1069
 DU1069                          SUPERSEDED SURVEY CONTROL
 DU1069
 DU1069  NGVD 29 (??/??/92)  400.44   (m)         1313.8    (f) COMPUTED    1 2
 DU1069
 DU1069.Superseded values are not recommended for survey control.
 DU1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1069.See file dsdata.txt to determine how the superseded data were derived.
 DU1069
 DU1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1069_MARKER: DD = SURVEY DISK
 DU1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1069_SP_SET: RETAINING WALL
 DU1069_STAMPING: 1314.14 5
 DU1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1069
 DU1069  HISTORY     - Date     Condition        Report By
 DU1069  HISTORY     - UNK      MONUMENTED       BOR
 DU1069  HISTORY     - 1948     GOOD             NGS
 DU1069  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1069  HISTORY     - 1980     POOR             NGS
 DU1069
 DU1069                          STATION DESCRIPTION
 DU1069
 DU1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1069'17.6 MI NE FROM SCOTTSDALE.
 DU1069'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1069'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1069'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1069'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, 27.0 FEET WEST OF THE
 DU1069'WEST SIDE OF THE DAM, SET ON TOP AND AT THE WEST END OF A LARGE
 DU1069'CONCRETE RETAINING WALL OF THE ARIZONA CANAL, 0.2 FOOT EAST OF THE
 DU1069'WEST END OF THE CONCRETE WALL AND 0.2 FOOT SOUTH OF THE NORTH EDGE OF
 DU1069'THE WALL.
 DU1069
 DU1069                          STATION RECOVERY (1967)
 DU1069
 DU1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1069'MARK NOT FOUND.
 DU1069
 DU1069                          STATION RECOVERY (1980)
 DU1069
 DU1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1069'MARK WAS FOUND AT DESCRIBED LOCATION BUT WAS MUTILATED TO THE POINT
 DU1069'THAT THE DESIGNATION IS ILLEGIBLE AND NOT LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1063 ***********************************************************************
 DU1063  DESIGNATION -  1314.19
 DU1063  PID         -  DU1063
 DU1063  STATE/COUNTY-  AZ/MARICOPA
 DU1063  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1063
 DU1063                         *CURRENT SURVEY CONTROL
 DU1063  ___________________________________________________________________
 DU1063* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1063* NAVD 88     -       401.014  (meters)    1315.66   (feet)  READJUSTED
 DU1063  ___________________________________________________________________
 DU1063  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1063  DYNAMIC HT  -         400.540 (meters)    1314.11  (feet)  COMP
 DU1063  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1063
 DU1063  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1063
 DU1063.The horizontal coordinates were scaled from a topographic map and have
 DU1063.an estimated accuracy of +/- 6 seconds.
 DU1063
 DU1063.The orthometric height was determined by differential leveling
 DU1063.and adjusted in April 1999.
 DU1063.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1063.distribution rate of 0.0 thru 1.0 mm/km.
 DU1063.The height was derived from older observations constrained to new
 DU1063.heights in a crustal motion area.  The height is approximate in
 DU1063.relation to other heights in its vicinity.
 DU1063
 DU1063.The geoid height was determined by GEOID03.
 DU1063
 DU1063.The dynamic height is computed by dividing the NAVD 88
 DU1063.geopotential number by the normal gravity value computed on the
 DU1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1063.degrees latitude (g = 980.6199 gals.).
 DU1063
 DU1063.The modeled gravity was interpolated from observed gravity values.
 DU1063
 DU1063;                    North         East    Units  Estimated Accuracy
 DU1063;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1063
 DU1063                          SUPERSEDED SURVEY CONTROL
 DU1063
 DU1063  NAVD 88 (06/15/91)  401.026  (m)         1315.70   (f) UNKNOWN     1 2
 DU1063  NGVD 29 (??/??/92)  400.444  (m)         1313.79   (f) ADJ UNCH    1 2
 DU1063
 DU1063.Superseded values are not recommended for survey control.
 DU1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1063.See file dsdata.txt to determine how the superseded data were derived.
 DU1063
 DU1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1063_MARKER: DD = SURVEY DISK
 DU1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1063_SP_SET: DAM WALL
 DU1063_STAMPING: 1314.19 12
 DU1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1063
 DU1063  HISTORY     - Date     Condition        Report By
 DU1063  HISTORY     - UNK      MONUMENTED       BOR
 DU1063  HISTORY     - 1967     GOOD             NGS
 DU1063  HISTORY     - 1980     GOOD             NGS
 DU1063
 DU1063                          STATION DESCRIPTION
 DU1063
 DU1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1063'8.05 MI N FROM BUCKHORN.
 DU1063'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1063'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1063'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1063'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, A U.S. RECLAMATION
 DU1063'SERVICE DISK SET IN THE TOP OF THE SOUTH EDGE OF THE CONCRETE
 DU1063'RETAINING WALL AT THE NORTH BANK OF THE SOUTHERN CANAL, 13.3 FEET WEST
 DU1063'OF THE WEST END OF THE FOOT OF THE RETAINING WALL AT THE SOUTH
 DU1063'CONCRETE CONTROL BUILDING, 7.2 FEET SOUTH OF THE SOUTH WALL OF A SMALL
 DU1063'CONCRETE BUILDING, 27 FEET WEST OF BENCH MARK 1325.22 (U.S.R.S.), AND
 DU1063'87 FEET EAST OF BENCH MARK 1314.14 (U.S.R.S.).
 DU1063
 DU1063                          STATION RECOVERY (1980)
 DU1063
 DU1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0430 ***********************************************************************
 CZ0430  DESIGNATION -  1316+53
 CZ0430  PID         -  CZ0430
 CZ0430  STATE/COUNTY-  AZ/PINAL
 CZ0430  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0430
 CZ0430                         *CURRENT SURVEY CONTROL
 CZ0430  ___________________________________________________________________
 CZ0430* NAD 83(1986)-  32 44 28.     (N)    111 07 28.     (W)     SCALED    
 CZ0430* NAVD 88     -       835.67   (+/-2cm)    2741.7    (feet)  VERTCON   
 CZ0430  ___________________________________________________________________
 CZ0430  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CZ0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0430
 CZ0430.The horizontal coordinates were scaled from a topographic map and have
 CZ0430.an estimated accuracy of +/- 6 seconds.
 CZ0430
 CZ0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0430.The vertical order pertains to the NGVD 29 superseded value.
 CZ0430
 CZ0430.The geoid height was determined by GEOID03.
 CZ0430
 CZ0430;                    North         East    Units  Estimated Accuracy
 CZ0430;SPC AZ C     -   193,320.      287,610.      MT  (+/- 180 meters Scaled)
 CZ0430
 CZ0430                          SUPERSEDED SURVEY CONTROL
 CZ0430
 CZ0430  NGVD 29 (??/??/92)  835.058  (m)         2739.69   (f) ADJ UNCH    2 0
 CZ0430
 CZ0430.Superseded values are not recommended for survey control.
 CZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0430.See file dsdata.txt to determine how the superseded data were derived.
 CZ0430
 CZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB883225(NAD 83)
 CZ0430_MARKER: DD = SURVEY DISK
 CZ0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0430_SP_SET: BRIDGE
 CZ0430_STAMPING: 1316+53 1939 2739.54
 CZ0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0430+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ0430
 CZ0430  HISTORY     - Date     Condition        Report By
 CZ0430  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0430  HISTORY     - 1962     GOOD             NGS
 CZ0430  HISTORY     - 1968     GOOD             NGS
 CZ0430  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0430
 CZ0430                          STATION DESCRIPTION
 CZ0430
 CZ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0430'16.55 MI NW FROM ORACLE JUNCTION.
 CZ0430'16.55 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0430'JUNCTION, 15.4 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 80, A
 CZ0430'STANDARD DISK SET IN A DRILLHOLE IN THE NORTHEAST HEADWALL OF A
 CZ0430'CONCRETE BRIDGE OVER BOGARD WASH.
 CZ0430
 CZ0430                          STATION RECOVERY (1968)
 CZ0430
 CZ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0430'RECOVERED IN GOOD CONDITION.
 CZ0430
 CZ0430                          STATION RECOVERY (2007)
 CZ0430
 CZ0430'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0430'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0430'THE DESCRIPTION - U.S. HIGHWAYS 80-89 ARE NOW ARIZONA HIGHWAY 79, AND
 CZ0430'THE MARK IS LOCATED 1 FOOT SOUTHEAST OF THE NORTHEAST CORNER OF THE
 CZ0430'NORTHEAST HEADWALL. HANDHELD COORDINATES
 CZ0430'32 44 28.6 (N)   111 07 28.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0624 ***********************************************************************
 ER0624  DESIGNATION -  132 BKC
 ER0624  PID         -  ER0624
 ER0624  STATE/COUNTY-  AZ/APACHE
 ER0624  USGS QUAD   -  THE RINCON (1971)
 ER0624
 ER0624                         *CURRENT SURVEY CONTROL
 ER0624  ___________________________________________________________________
 ER0624* NAD 83(1986)-  34 17 54.     (N)    109 03 00.     (W)     SCALED    
 ER0624* NAVD 88     -      2106.245  (meters)    6910.24   (feet)  ADJUSTED  
 ER0624  ___________________________________________________________________
 ER0624  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 ER0624  DYNAMIC HT  -        2102.993 (meters)    6899.57  (feet)  COMP
 ER0624  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 ER0624
 ER0624  VERT ORDER  -  SECOND    CLASS 0
 ER0624
 ER0624.The horizontal coordinates were scaled from a topographic map and have
 ER0624.an estimated accuracy of +/- 6 seconds.
 ER0624
 ER0624.The orthometric height was determined by differential leveling
 ER0624.and adjusted in June 1991.
 ER0624
 ER0624.The geoid height was determined by GEOID03.
 ER0624
 ER0624.The dynamic height is computed by dividing the NAVD 88
 ER0624.geopotential number by the normal gravity value computed on the
 ER0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0624.degrees latitude (g = 980.6199 gals.).
 ER0624
 ER0624.The modeled gravity was interpolated from observed gravity values.
 ER0624
 ER0624;                    North         East    Units  Estimated Accuracy
 ER0624;SPC AZ E     -   366,310.      316,150.      MT  (+/- 180 meters Scaled)
 ER0624
 ER0624                          SUPERSEDED SURVEY CONTROL
 ER0624
 ER0624.No superseded survey control is available for this station.
 ER0624
 ER0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC794969(NAD 83)
 ER0624_MARKER: DB = BENCH MARK DISK
 ER0624_SETTING: 66 = SET IN ROCK OUTCROP
 ER0624_SP_SET: ROCK OUTCROP
 ER0624_STAMPING: 132 BKC 1968 6907
 ER0624_MARK LOGO: USGS  
 ER0624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0624+STABILITY: POSITION/ELEVATION WELL
 ER0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0624+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0624
 ER0624  HISTORY     - Date     Condition        Report By
 ER0624  HISTORY     - 1968     MONUMENTED       USGS
 ER0624
 ER0624                          STATION DESCRIPTION
 ER0624
 ER0624'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0624'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0624'EAST ALONG U S HIGHWAY 60, THENCE 9.6 MILES NORTH ALONG A DIRT ROAD,
 ER0624'37 FEET WEST OF THE ROAD, 20 FEET NORTHWEST OF A WITNESS POST, SET IN
 ER0624'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0701 ***********************************************************************
 GP0701  DESIGNATION -  132 DOR
 GP0701  PID         -  GP0701
 GP0701  STATE/COUNTY-  AZ/NAVAJO
 GP0701  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0701
 GP0701                         *CURRENT SURVEY CONTROL
 GP0701  ___________________________________________________________________
 GP0701* NAD 83(1986)-  36 40 49.     (N)    110 34 24.     (W)     SCALED    
 GP0701* NAVD 88     -      2099.110  (meters)    6886.83   (feet)  ADJUSTED  
 GP0701  ___________________________________________________________________
 GP0701  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GP0701  DYNAMIC HT  -        2096.416 (meters)    6877.99  (feet)  COMP
 GP0701  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 GP0701
 GP0701  VERT ORDER  -  SECOND    CLASS 0
 GP0701
 GP0701.The horizontal coordinates were scaled from a topographic map and have
 GP0701.an estimated accuracy of +/- 6 seconds.
 GP0701
 GP0701.The orthometric height was determined by differential leveling
 GP0701.and adjusted in June 1991.
 GP0701
 GP0701.The geoid height was determined by GEOID03.
 GP0701
 GP0701.The dynamic height is computed by dividing the NAVD 88
 GP0701.geopotential number by the normal gravity value computed on the
 GP0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0701.degrees latitude (g = 980.6199 gals.).
 GP0701
 GP0701.The modeled gravity was interpolated from observed gravity values.
 GP0701
 GP0701;                    North         East    Units  Estimated Accuracy
 GP0701;SPC AZ E     -   630,070.      177,010.      MT  (+/- 180 meters Scaled)
 GP0701
 GP0701                          SUPERSEDED SURVEY CONTROL
 GP0701
 GP0701.No superseded survey control is available for this station.
 GP0701
 GP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF381594(NAD 83)
 GP0701_MARKER: DB = BENCH MARK DISK
 GP0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0701_SP_SET: COPPER-CLAD STEEL ROD
 GP0701_STAMPING: 132 DOR 1969 6883
 GP0701_MARK LOGO: USGS  
 GP0701_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0701+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0701
 GP0701  HISTORY     - Date     Condition        Report By
 GP0701  HISTORY     - 1969     MONUMENTED       USGS
 GP0701
 GP0701                          STATION DESCRIPTION
 GP0701
 GP0701'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0701'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0701'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0701'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0701'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 3.1 MILES NORTHWEST
 GP0701'ALONG THE TALL MOUNTAIN ROAD, 0.1 MILE EAST OF A WINDMILL, 25 FEET
 GP0701'SOUTH AND 1 FOOT HIGHER THAN THE ROAD, 2 FEET NORTH OF A WITNESS, SET
 GP0701'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE
 GP0701'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0294 ***********************************************************************
 FS0294  DESIGNATION -  1323+08.8
 FS0294  PID         -  FS0294
 FS0294  STATE/COUNTY-  AZ/MOHAVE
 FS0294  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0294
 FS0294                         *CURRENT SURVEY CONTROL
 FS0294  ___________________________________________________________________
 FS0294* NAD 83(1986)-  35 40 40.     (N)    114 27 57.     (W)     SCALED    
 FS0294* NAVD 88     -       760.268  (meters)    2494.31   (feet)  POSTED    
 FS0294  ___________________________________________________________________
 FS0294  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0294  DYNAMIC HT  -         759.440 (meters)    2491.60  (feet)  COMP
 FS0294  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 FS0294
 FS0294  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0294
 FS0294.The horizontal coordinates were scaled from a topographic map and have
 FS0294.an estimated accuracy of +/- 6 seconds.
 FS0294
 FS0294.The orthometric height was determined by differential leveling
 FS0294.and adjusted by the  in 1992.
 FS0294.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0294.rate of 2.1 thru 3.0 mm/km.
 FS0294
 FS0294.The geoid height was determined by GEOID03.
 FS0294
 FS0294.The dynamic height is computed by dividing the NAVD 88
 FS0294.geopotential number by the normal gravity value computed on the
 FS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0294.degrees latitude (g = 980.6199 gals.).
 FS0294
 FS0294.The modeled gravity was interpolated from observed gravity values.
 FS0294
 FS0294;                    North         East    Units  Estimated Accuracy
 FS0294;SPC AZ W     -   519,020.      148,560.      MT  (+/- 180 meters Scaled)
 FS0294
 FS0294                          SUPERSEDED SURVEY CONTROL
 FS0294
 FS0294  NGVD 29 (??/??/92)  759.56   (m)         2492.0    (f) COMPUTED    1 1
 FS0294
 FS0294.Superseded values are not recommended for survey control.
 FS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0294.See file dsdata.txt to determine how the superseded data were derived.
 FS0294
 FS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV293511(NAD 83)
 FS0294_MARKER: DB = BENCH MARK DISK
 FS0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0294_SP_SET: CULVERT
 FS0294_STAMPING: 2493.31 1323+08.8 1940
 FS0294_MARK LOGO: AZHD  
 FS0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0294
 FS0294  HISTORY     - Date     Condition        Report By
 FS0294  HISTORY     - 1940     MONUMENTED       AZHD
 FS0294  HISTORY     - 1949     GOOD             NGS
 FS0294  HISTORY     - 1982     GOOD             NGS
 FS0294
 FS0294                          STATION DESCRIPTION
 FS0294
 FS0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0294'22.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0294'22.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0294'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0294'OF MILEPOST 30, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0294'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 35.2
 FS0294'FEET NORTHEAST OF B.M. D 256, 15.2 FEET NORTHEAST OF THE CENTER
 FS0294'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0294
 FS0294                          STATION RECOVERY (1982)
 FS0294
 FS0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0294'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1535 ***********************************************************************
 DU1535  DESIGNATION -  1325.13
 DU1535  PID         -  DU1535
 DU1535  STATE/COUNTY-  AZ/MARICOPA
 DU1535  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1535
 DU1535                         *CURRENT SURVEY CONTROL
 DU1535  ___________________________________________________________________
 DU1535* NAD 83(1986)-  33 31 00.     (N)    111 41 32.     (W)     SCALED    
 DU1535* NAVD 88     -       404.38   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1535  ___________________________________________________________________
 DU1535  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1535  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1535
 DU1535.The horizontal coordinates were scaled from a topographic map and have
 DU1535.an estimated accuracy of +/- 6 seconds.
 DU1535
 DU1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1535.The vertical order pertains to the NGVD 29 superseded value.
 DU1535
 DU1535.The geoid height was determined by GEOID03.
 DU1535
 DU1535;                    North         East    Units  Estimated Accuracy
 DU1535;SPC AZ C     -   279,070.      234,210.      MT  (+/- 180 meters Scaled)
 DU1535
 DU1535                          SUPERSEDED SURVEY CONTROL
 DU1535
 DU1535  NGVD 29 (??/??/92)  403.796  (m)         1324.79   (f) ADJ UNCH    1 1
 DU1535
 DU1535.Superseded values are not recommended for survey control.
 DU1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1535.See file dsdata.txt to determine how the superseded data were derived.
 DU1535
 DU1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357087(NAD 83)
 DU1535_MARKER: DD = SURVEY DISK
 DU1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1535_SP_SET: BLOCK
 DU1535_STAMPING: 1325.13 3 PHX. DATUM
 DU1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1535
 DU1535  HISTORY     - Date     Condition        Report By
 DU1535  HISTORY     - UNK      MONUMENTED       BOR
 DU1535  HISTORY     - 1975     GOOD             NGS
 DU1535
 DU1535                          STATION DESCRIPTION
 DU1535
 DU1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1535'17.6 MI NE FROM SCOTTSDALE.
 DU1535'ABOUT 2.6 MILES NORTH ALONG SCOTTSDALE RD. FROM THE POST OFFICE IN
 DU1535'SCOTTSDALE THENCE 0.5 MILES EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1535'MILES EAST ALONG A DIRT ROAD PARALLELLING THE SOUTH SIDE OF THE
 DU1535'ARIZONA CANAL, AT THE NORTH END OF GRANITE REEF DAM SET IN THE
 DU1535'SOUTHWEST CORNER OF AN ELEVATED BLOCK WHICH CONTAINS THE CONCRETE GATE
 DU1535'HOUSE FOR THE ARIZONA CANAL.  SECTION 13, T 2N, R 6E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1061 ***********************************************************************
 DU1061  DESIGNATION -  1325.16
 DU1061  PID         -  DU1061
 DU1061  STATE/COUNTY-  AZ/MARICOPA
 DU1061  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1061
 DU1061                         *CURRENT SURVEY CONTROL
 DU1061  ___________________________________________________________________
 DU1061* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1061* NAVD 88     -       404.368  (meters)    1326.66   (feet)  READJUSTED
 DU1061  ___________________________________________________________________
 DU1061  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1061  DYNAMIC HT  -         403.890 (meters)    1325.10  (feet)  COMP
 DU1061  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1061
 DU1061  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1061
 DU1061.The horizontal coordinates were scaled from a topographic map and have
 DU1061.an estimated accuracy of +/- 6 seconds.
 DU1061
 DU1061.The orthometric height was determined by differential leveling
 DU1061.and adjusted in April 1999.
 DU1061.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1061.distribution rate of 0.0 thru 1.0 mm/km.
 DU1061.The height was derived from older observations constrained to new
 DU1061.heights in a crustal motion area.  The height is approximate in
 DU1061.relation to other heights in its vicinity.
 DU1061
 DU1061.The geoid height was determined by GEOID03.
 DU1061
 DU1061.The dynamic height is computed by dividing the NAVD 88
 DU1061.geopotential number by the normal gravity value computed on the
 DU1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1061.degrees latitude (g = 980.6199 gals.).
 DU1061
 DU1061.The modeled gravity was interpolated from observed gravity values.
 DU1061
 DU1061;                    North         East    Units  Estimated Accuracy
 DU1061;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1061
 DU1061                          SUPERSEDED SURVEY CONTROL
 DU1061
 DU1061  NAVD 88 (06/15/91)  404.380  (m)         1326.70   (f) UNKNOWN     1 1
 DU1061  NGVD 29 (??/??/92)  403.797  (m)         1324.79   (f) ADJ UNCH    1 1
 DU1061
 DU1061.Superseded values are not recommended for survey control.
 DU1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1061.See file dsdata.txt to determine how the superseded data were derived.
 DU1061
 DU1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1061_MARKER: DD = SURVEY DISK
 DU1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1061_SP_SET: WALL
 DU1061_STAMPING: 1325.16 10
 DU1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1061
 DU1061  HISTORY     - Date     Condition        Report By
 DU1061  HISTORY     - UNK      MONUMENTED       BOR
 DU1061  HISTORY     - 1967     GOOD             NGS
 DU1061  HISTORY     - 1975     GOOD             NGS
 DU1061  HISTORY     - 1980     GOOD             NGS
 DU1061
 DU1061                          STATION DESCRIPTION
 DU1061
 DU1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1061'8.05 MI N FROM BUCKHORN.
 DU1061'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1061'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1061'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1061'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, 13 FEET WEST OF THE
 DU1061'NORTHWEST CORNER OF A CONCRETE CONTROL BUILDING, A U.S. RECLAMATION
 DU1061'SERVICE DISK SET IN THE TOP AND 0.2 FOOT EAST OF THE WEST END OF A
 DU1061'CONCRETE RETAINING WALL AT THE CONTROL BUILDING, AND 53 1/2 FEET WEST
 DU1061'OF BENCH MARK GRANITE REEF R.M. NO. 1.
 DU1061
 DU1061                          STATION RECOVERY (1975)
 DU1061
 DU1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1061'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1061'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1061'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, AT THE
 DU1061'SOUTH END OF GRANITE REEF DAM, 13 FEET WEST OF THE NORTHWEST CORNER OF
 DU1061'A CONCRETE CONTROL BUILDING, A U.S. RECLAMATION SERVICE DISK SET IN
 DU1061'THE TOP AND 0.2 FEET EAST OF THE WEST END OF A CONCRETE RETAINING WALL
 DU1061'AT THE CONTROL BUILDING, AND 53 1/2 FEET WEST OF BENCH MARK GRANITE
 DU1061'REEF R.M. NO. 1.  1/4, SEC 16, T 2N, R 6E.
 DU1061
 DU1061                          STATION RECOVERY (1980)
 DU1061
 DU1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1067 ***********************************************************************
 DU1067  DESIGNATION -  1325.17 1
 DU1067  PID         -  DU1067
 DU1067  STATE/COUNTY-  AZ/MARICOPA
 DU1067  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1067
 DU1067                         *CURRENT SURVEY CONTROL
 DU1067  ___________________________________________________________________
 DU1067* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1067* NAVD 88     -       404.39   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1067  ___________________________________________________________________
 DU1067  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1067  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1067
 DU1067.The horizontal coordinates were scaled from a topographic map and have
 DU1067.an estimated accuracy of +/- 6 seconds.
 DU1067
 DU1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1067.The vertical order pertains to the NGVD 29 superseded value.
 DU1067
 DU1067.The geoid height was determined by GEOID03.
 DU1067
 DU1067;                    North         East    Units  Estimated Accuracy
 DU1067;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1067
 DU1067                          SUPERSEDED SURVEY CONTROL
 DU1067
 DU1067  NGVD 29 (??/??/92)  403.809  (m)         1324.83   (f) ADJ UNCH    1 1
 DU1067
 DU1067.Superseded values are not recommended for survey control.
 DU1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1067.See file dsdata.txt to determine how the superseded data were derived.
 DU1067
 DU1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1067_MARKER: DD = SURVEY DISK
 DU1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1067_SP_SET: WALK
 DU1067_STAMPING: 1325.17 1
 DU1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1067
 DU1067  HISTORY     - Date     Condition        Report By
 DU1067  HISTORY     - UNK      MONUMENTED       BOR
 DU1067  HISTORY     - 1948     GOOD             NGS
 DU1067  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1067  HISTORY     - 1975     GOOD             NGS
 DU1067  HISTORY     - 1980     GOOD             NGS
 DU1067
 DU1067                          STATION DESCRIPTION
 DU1067
 DU1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1067'17.6 MI NE FROM SCOTTSDALE.
 DU1067'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1067'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1067'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1067'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, AT THE EAST END OF THE
 DU1067'DAM, AT THE EAST END AND AT THE NORTH EDGE OF A CONCRETE WALK ACROSS
 DU1067'THE DAM, 1.2 FEET WEST OF THE EAST END OF THE CONCRETE WALK AND IN
 DU1067'LINE WITH AN IRON GUARD RAIL ON THE NORTH SIDE OF THE WALK.
 DU1067
 DU1067                          STATION RECOVERY (1967)
 DU1067
 DU1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1067'MARK NOT FOUND.
 DU1067
 DU1067                          STATION RECOVERY (1975)
 DU1067
 DU1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1067'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1067'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 6.5
 DU1067'MILES, THENCE 0.85 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE
 DU1067'NORTH ALONG GRAVEL ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD
 DU1067'PARALLELING THE SOUTH SIDE OF THE ARIZONA CANAL, AT THE EAST SIDE OF
 DU1067'THE ARIZONA CANAL OUTLET FROM THE DAM AND ABOUT 3 FEET NORTH OF THE
 DU1067'CANAL ENTRANCE GATES.  1/4, SEC 13, T 2N, R 6E.
 DU1067
 DU1067                          STATION RECOVERY (1980)
 DU1067
 DU1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1066 ***********************************************************************
 DU1066  DESIGNATION -  1325.17 2
 DU1066  PID         -  DU1066
 DU1066  STATE/COUNTY-  AZ/MARICOPA
 DU1066  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1066
 DU1066                         *CURRENT SURVEY CONTROL
 DU1066  ___________________________________________________________________
 DU1066* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1066* NAVD 88     -       404.39   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1066  ___________________________________________________________________
 DU1066  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1066  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1066
 DU1066.The horizontal coordinates were scaled from a topographic map and have
 DU1066.an estimated accuracy of +/- 6 seconds.
 DU1066
 DU1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1066.The vertical order pertains to the NGVD 29 superseded value.
 DU1066
 DU1066.The geoid height was determined by GEOID03.
 DU1066
 DU1066;                    North         East    Units  Estimated Accuracy
 DU1066;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1066
 DU1066                          SUPERSEDED SURVEY CONTROL
 DU1066
 DU1066  NGVD 29 (??/??/92)  403.81   (m)         1324.8    (f) COMPUTED    1 2
 DU1066
 DU1066.Superseded values are not recommended for survey control.
 DU1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1066.See file dsdata.txt to determine how the superseded data were derived.
 DU1066
 DU1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1066_MARKER: DD = SURVEY DISK
 DU1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1066_SP_SET: RETAINING WALL
 DU1066_STAMPING: 1325.17 2
 DU1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1066
 DU1066  HISTORY     - Date     Condition        Report By
 DU1066  HISTORY     - UNK      MONUMENTED       BOR
 DU1066  HISTORY     - 1948     GOOD             NGS
 DU1066  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1066  HISTORY     - 1980     GOOD             NGS
 DU1066
 DU1066                          STATION DESCRIPTION
 DU1066
 DU1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1066'17.6 MI NE FROM SCOTTSDALE.
 DU1066'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1066'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1066'MILES EAST ALONG A DIRT ROAD PARALLELLING THE SOUTH SIDE OF THE
 DU1066'ARIZONA CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, AT THE EAST END
 DU1066'OF THE NORTH-SOUTH CONCRETE RETAINING WALL OF THE DAM, 0.2 FOOT WEST
 DU1066'OF THE EAST END OF THE WALL AND 0.2 FOOT NORTH OF THE SOUTH EDGE OF
 DU1066'THE WALL.
 DU1066
 DU1066                          STATION RECOVERY (1967)
 DU1066
 DU1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1066'MARK NOT FOUND.
 DU1066
 DU1066                          STATION RECOVERY (1980)
 DU1066
 DU1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1068 ***********************************************************************
 DU1068  DESIGNATION -  1325.18
 DU1068  PID         -  DU1068
 DU1068  STATE/COUNTY-  AZ/MARICOPA
 DU1068  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1068
 DU1068                         *CURRENT SURVEY CONTROL
 DU1068  ___________________________________________________________________
 DU1068* NAD 83(1986)-  33 31 02.     (N)    111 41 30.     (W)     SCALED    
 DU1068* NAVD 88     -       404.38   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1068  ___________________________________________________________________
 DU1068  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1068  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1068
 DU1068.The horizontal coordinates were scaled from a topographic map and have
 DU1068.an estimated accuracy of +/- 6 seconds.
 DU1068
 DU1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1068.The vertical order pertains to the NGVD 29 superseded value.
 DU1068
 DU1068.The geoid height was determined by GEOID03.
 DU1068
 DU1068;                    North         East    Units  Estimated Accuracy
 DU1068;SPC AZ C     -   279,130.      234,260.      MT  (+/- 180 meters Scaled)
 DU1068
 DU1068                          SUPERSEDED SURVEY CONTROL
 DU1068
 DU1068  NGVD 29 (??/??/92)  403.80   (m)         1324.8    (f) COMPUTED    1 2
 DU1068
 DU1068.Superseded values are not recommended for survey control.
 DU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1068.See file dsdata.txt to determine how the superseded data were derived.
 DU1068
 DU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC357088(NAD 83)
 DU1068_MARKER: DD = SURVEY DISK
 DU1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1068_SP_SET: WALL
 DU1068_STAMPING: 1325.18 3
 DU1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1068
 DU1068  HISTORY     - Date     Condition        Report By
 DU1068  HISTORY     - UNK      MONUMENTED       BOR
 DU1068  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU1068  HISTORY     - 1980     GOOD             NGS
 DU1068
 DU1068                          STATION DESCRIPTION
 DU1068
 DU1068'DESCRIBED BY US BUREAU OF RECLAMATION UNK
 DU1068'17.6 MI NE FROM SCOTTSDALE.
 DU1068'ABOUT 2.6 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1068'AT SCOTTSDALE, THENCE 0.5 MILE EAST ALONG LINCOLN DRIVE, THENCE 14.5
 DU1068'MILES EAST ALONG A DIRT ROAD PARALLELING THE SOUTH SIDE OF THE ARIZONA
 DU1068'CANAL, AT THE NORTH SIDE OF GRANITE REEF DAM, AT THE SOUTHWEST CORNER
 DU1068'OF A LARGE CONCRETE WALL OF THE DAM, 13.5 FEET SOUTHWEST OF THE
 DU1068'SOUTHWEST CORNER OF A CONCRETE HOUSE ON THE DAM, SET ON TOP AND AT THE
 DU1068'WEST END OF THE WALL AND 0.2 FOOT EAST OF THE WEST END OF THE WALL.
 DU1068
 DU1068                          STATION RECOVERY (1967)
 DU1068
 DU1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1068'MARK NOT FOUND.
 DU1068
 DU1068                          STATION RECOVERY (1980)
 DU1068
 DU1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1057 ***********************************************************************
 DU1057  DESIGNATION -  1325.21
 DU1057  PID         -  DU1057
 DU1057  STATE/COUNTY-  AZ/MARICOPA
 DU1057  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1057
 DU1057                         *CURRENT SURVEY CONTROL
 DU1057  ___________________________________________________________________
 DU1057* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1057* NAVD 88     -       404.378  (meters)    1326.70   (feet)  READJUSTED
 DU1057  ___________________________________________________________________
 DU1057  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1057  DYNAMIC HT  -         403.900 (meters)    1325.13  (feet)  COMP
 DU1057  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1057
 DU1057  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1057
 DU1057.The horizontal coordinates were scaled from a topographic map and have
 DU1057.an estimated accuracy of +/- 6 seconds.
 DU1057
 DU1057.The orthometric height was determined by differential leveling
 DU1057.and adjusted in April 1999.
 DU1057.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1057.distribution rate of 0.0 thru 1.0 mm/km.
 DU1057.The height was derived from older observations constrained to new
 DU1057.heights in a crustal motion area.  The height is approximate in
 DU1057.relation to other heights in its vicinity.
 DU1057
 DU1057.The geoid height was determined by GEOID03.
 DU1057
 DU1057.The dynamic height is computed by dividing the NAVD 88
 DU1057.geopotential number by the normal gravity value computed on the
 DU1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1057.degrees latitude (g = 980.6199 gals.).
 DU1057
 DU1057.The modeled gravity was interpolated from observed gravity values.
 DU1057
 DU1057;                    North         East    Units  Estimated Accuracy
 DU1057;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1057
 DU1057                          SUPERSEDED SURVEY CONTROL
 DU1057
 DU1057  NAVD 88 (06/15/91)  404.389  (m)         1326.73   (f) UNKNOWN     1 1
 DU1057  NGVD 29 (??/??/92)  403.807  (m)         1324.82   (f) ADJ UNCH    1 1
 DU1057
 DU1057.Superseded values are not recommended for survey control.
 DU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1057.See file dsdata.txt to determine how the superseded data were derived.
 DU1057
 DU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1057_MARKER: DD = SURVEY DISK
 DU1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1057_SP_SET: RETAINING WALL
 DU1057_STAMPING: 1325.21 8
 DU1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1057
 DU1057  HISTORY     - Date     Condition        Report By
 DU1057  HISTORY     - UNK      MONUMENTED       BOR
 DU1057  HISTORY     - 1967     GOOD             NGS
 DU1057  HISTORY     - 1975     GOOD             NGS
 DU1057  HISTORY     - 1981     GOOD             NGS
 DU1057
 DU1057                          STATION DESCRIPTION
 DU1057
 DU1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1057'8.05 MI N FROM BUCKHORN.
 DU1057'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1057'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1057'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1057'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, A U.S. RECLAMATION
 DU1057'SERVICE DISK SET IN THE TOP OF A CONCRETE RETAINING WALL WHICH IS ON
 DU1057'THE SOUTH BANK OF THE SALT RIVER, 131 1/2 FEET EAST OF THE NORTHEAST
 DU1057'CORNER OF THE CONCRETE CONTROL BUILDING, 12 1/2 FEET SOUTH OF A GAGING
 DU1057'STATION, AND 2.7 FEET EAST OF THE EAST EDGE OF A CATWALK WHICH LEADS
 DU1057'TO THE GAGING STATION.
 DU1057
 DU1057                          STATION RECOVERY (1975)
 DU1057
 DU1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1057'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1057'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1057'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD TO THE SOUTH
 DU1057'END OF GRANITE REEF DAM, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1057'TOP OF A CONCRETE RETAINING WALL WHICH IS ON THE SOUTH BANK OF THE
 DU1057'SALT RIVER, 131 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 DU1057'CONTROL BUILDING, 12 1/2 FEET SOUTH OF A GAGING STATION, AND 2.7 FEET
 DU1057'EAST OF THE EAST EDGE OF A CATWALK WHICH LEADS TO THE GAGING STATION.
 DU1057'1/4, SEC 13, T 2N, R 6E.
 DU1057
 DU1057                          STATION RECOVERY (1981)
 DU1057
 DU1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1062 ***********************************************************************
 DU1062  DESIGNATION -  1325.22
 DU1062  PID         -  DU1062
 DU1062  STATE/COUNTY-  AZ/MARICOPA
 DU1062  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1062
 DU1062                         *CURRENT SURVEY CONTROL
 DU1062  ___________________________________________________________________
 DU1062* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1062* NAVD 88     -       404.383  (meters)    1326.71   (feet)  READJUSTED
 DU1062  ___________________________________________________________________
 DU1062  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1062  DYNAMIC HT  -         403.900 (meters)    1325.13  (feet)  COMP
 DU1062  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1062
 DU1062  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1062
 DU1062.The horizontal coordinates were scaled from a topographic map and have
 DU1062.an estimated accuracy of +/- 6 seconds.
 DU1062
 DU1062.The orthometric height was determined by differential leveling
 DU1062.and adjusted in April 1999.
 DU1062.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1062.distribution rate of 0.0 thru 1.0 mm/km.
 DU1062.The height was derived from older observations constrained to new
 DU1062.heights in a crustal motion area.  The height is approximate in
 DU1062.relation to other heights in its vicinity.
 DU1062
 DU1062.The geoid height was determined by GEOID03.
 DU1062
 DU1062.The dynamic height is computed by dividing the NAVD 88
 DU1062.geopotential number by the normal gravity value computed on the
 DU1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1062.degrees latitude (g = 980.6199 gals.).
 DU1062
 DU1062.The modeled gravity was interpolated from observed gravity values.
 DU1062
 DU1062;                    North         East    Units  Estimated Accuracy
 DU1062;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1062
 DU1062                          SUPERSEDED SURVEY CONTROL
 DU1062
 DU1062  NAVD 88 (06/15/91)  404.394  (m)         1326.75   (f) UNKNOWN     1 1
 DU1062  NGVD 29 (??/??/92)  403.812  (m)         1324.84   (f) ADJ UNCH    1 1
 DU1062
 DU1062.Superseded values are not recommended for survey control.
 DU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1062.See file dsdata.txt to determine how the superseded data were derived.
 DU1062
 DU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1062_MARKER: DD = SURVEY DISK
 DU1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1062_SP_SET: WALL
 DU1062_STAMPING: 1325.22 11
 DU1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1062
 DU1062  HISTORY     - Date     Condition        Report By
 DU1062  HISTORY     - UNK      MONUMENTED       BOR
 DU1062  HISTORY     - 1967     GOOD             NGS
 DU1062  HISTORY     - 1975     GOOD             NGS
 DU1062  HISTORY     - 1980     GOOD             NGS
 DU1062
 DU1062                          STATION DESCRIPTION
 DU1062
 DU1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1062'8.05 MI N FROM BUCKHORN.
 DU1062'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1062'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1062'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1062'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, 13 FEET WEST OF THE
 DU1062'SOUTHWEST CORNER OF A CONCRETE CONTROL BUILDING, A U.S. RECLAMATION
 DU1062'SERVICE DISK SET IN THE TOP AND 0.3 FOOT EAST OF THE WEST END OF THE
 DU1062'SOUTH CONCRETE RETAINING WALL AT THE CONTROL BUILDING, AND 31 FEET
 DU1062'SOUTH OF BENCH MARK 1325.16 (U.S.R.S.).
 DU1062
 DU1062                          STATION RECOVERY (1975)
 DU1062
 DU1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1062'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1062'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1062'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD TO THE SOUTH
 DU1062'END OF GRANITE REEF DAM, 13 FEET WEST OF THE SOUTHWEST CORNER OF A
 DU1062'CONCRETE CONTROL BUILDING, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1062'TOP AND 0.13 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE RETAINING
 DU1062'WALL AT THE CONTROL BUILDING, AND 31 FEET SOUTH OF BENCH MARK 1325.16
 DU1062'(U.S.R.S.).  1/4, SEC 13, T 2N, R 6E.
 DU1062
 DU1062                          STATION RECOVERY (1980)
 DU1062
 DU1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1058 ***********************************************************************
 DU1058  DESIGNATION -  1325.24
 DU1058  PID         -  DU1058
 DU1058  STATE/COUNTY-  AZ/MARICOPA
 DU1058  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1058
 DU1058                         *CURRENT SURVEY CONTROL
 DU1058  ___________________________________________________________________
 DU1058* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1058* NAVD 88     -       404.390  (meters)    1326.74   (feet)  READJUSTED
 DU1058  ___________________________________________________________________
 DU1058  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1058  DYNAMIC HT  -         403.910 (meters)    1325.16  (feet)  COMP
 DU1058  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DU1058
 DU1058  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1058
 DU1058.The horizontal coordinates were scaled from a topographic map and have
 DU1058.an estimated accuracy of +/- 6 seconds.
 DU1058
 DU1058.The orthometric height was determined by differential leveling
 DU1058.and adjusted in April 1999.
 DU1058.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1058.distribution rate of 0.0 thru 1.0 mm/km.
 DU1058.The height was derived from older observations constrained to new
 DU1058.heights in a crustal motion area.  The height is approximate in
 DU1058.relation to other heights in its vicinity.
 DU1058
 DU1058.The geoid height was determined by GEOID03.
 DU1058
 DU1058.The dynamic height is computed by dividing the NAVD 88
 DU1058.geopotential number by the normal gravity value computed on the
 DU1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1058.degrees latitude (g = 980.6199 gals.).
 DU1058
 DU1058.The modeled gravity was interpolated from observed gravity values.
 DU1058
 DU1058;                    North         East    Units  Estimated Accuracy
 DU1058;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1058
 DU1058                          SUPERSEDED SURVEY CONTROL
 DU1058
 DU1058  NAVD 88 (06/15/91)  404.402  (m)         1326.78   (f) UNKNOWN     1 1
 DU1058  NGVD 29 (??/??/92)  403.819  (m)         1324.86   (f) ADJ UNCH    1 1
 DU1058
 DU1058.Superseded values are not recommended for survey control.
 DU1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1058.See file dsdata.txt to determine how the superseded data were derived.
 DU1058
 DU1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1058_MARKER: DD = SURVEY DISK
 DU1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1058_SP_SET: DAM
 DU1058_STAMPING: 1325.24 9
 DU1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1058
 DU1058  HISTORY     - Date     Condition        Report By
 DU1058  HISTORY     - UNK      MONUMENTED       BOR
 DU1058  HISTORY     - 1967     GOOD             NGS
 DU1058  HISTORY     - 1975     GOOD             NGS
 DU1058  HISTORY     - 1981     GOOD             NGS
 DU1058
 DU1058                          STATION DESCRIPTION
 DU1058
 DU1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1058'8.05 MI N FROM BUCKHORN.
 DU1058'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1058'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1058'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 2
 DU1058'N, R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, A U.S. RECLAMATION
 DU1058'SERVICE DISK SET IN THE TOP AND 5.5 FEET SOUTH OF THE NORTH END OF THE
 DU1058'EAST CONCRETE WALL OF THE DAM, AT THE EAST END OF A CATWALK WHICH
 DU1058'PASSES OVER THE DAM, 75 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE
 DU1058'CONCRETE CONTROL BUILDING, AND 56 FEET WEST OF BENCH MARK 1325.21
 DU1058'(U.S.R.S.).
 DU1058
 DU1058                          STATION RECOVERY (1975)
 DU1058
 DU1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1058'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1058'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1058'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD TO THE SOUTH
 DU1058'END OF GRANITE REEF DAM, A U.S. RECLAMATION SERVICE DISK SET IN THE
 DU1058'TOP AND 5.5 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE WALL OF
 DU1058'THE DAM, AT THE EAST END OF A CATWALK WHICH PASSES OVER THE DAM, 75
 DU1058'1/2 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE CONTROL
 DU1058'BUILDING, AND 56 FEET WEST OF BENCH MARK 1325.21 (U.S.R.S.).  1/4, SEC
 DU1058'13, T 2N, R 6E.
 DU1058
 DU1058                          STATION RECOVERY (1981)
 DU1058
 DU1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0303 ***********************************************************************
 DA0303  DESIGNATION -  1326.61
 DA0303  PID         -  DA0303
 DA0303  STATE/COUNTY-  AZ/PIMA
 DA0303  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA0303
 DA0303                         *CURRENT SURVEY CONTROL
 DA0303  ___________________________________________________________________
 DA0303* NAD 83(1986)-  32 29 55.     (N)    112 52 51.     (W)     SCALED    
 DA0303* NAVD 88     -       404.727  (meters)    1327.84   (feet)  ADJUSTED  
 DA0303  ___________________________________________________________________
 DA0303  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0303  DYNAMIC HT  -         404.225 (meters)    1326.19  (feet)  COMP
 DA0303  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 DA0303
 DA0303  VERT ORDER  -  FIRST     CLASS II
 DA0303
 DA0303.The horizontal coordinates were scaled from a topographic map and have
 DA0303.an estimated accuracy of +/- 6 seconds.
 DA0303
 DA0303.The orthometric height was determined by differential leveling
 DA0303.and adjusted in June 1991.
 DA0303
 DA0303.The geoid height was determined by GEOID03.
 DA0303
 DA0303.The dynamic height is computed by dividing the NAVD 88
 DA0303.geopotential number by the normal gravity value computed on the
 DA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0303.degrees latitude (g = 980.6199 gals.).
 DA0303
 DA0303.The modeled gravity was interpolated from observed gravity values.
 DA0303
 DA0303;                    North         East    Units  Estimated Accuracy
 DA0303;SPC AZ C     -   166,560.      122,760.      MT  (+/- 180 meters Scaled)
 DA0303
 DA0303                          SUPERSEDED SURVEY CONTROL
 DA0303
 DA0303  NGVD 29 (??/??/92)  404.067  (m)         1325.68   (f) ADJ UNCH    1 2
 DA0303
 DA0303.Superseded values are not recommended for survey control.
 DA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0303.See file dsdata.txt to determine how the superseded data were derived.
 DA0303
 DA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233972(NAD 83)
 DA0303_MARKER: DD = SURVEY DISK
 DA0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0303_SP_SET: CURB
 DA0303_STAMPING: 484 + 80.8 1326.61 1938
 DA0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0303+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0303
 DA0303  HISTORY     - Date     Condition        Report By
 DA0303  HISTORY     - 1938     MONUMENTED       AZHD
 DA0303  HISTORY     - 1953     GOOD             NGS
 DA0303  HISTORY     - 1980     GOOD             NGS
 DA0303  HISTORY     - 20060218 GOOD             USPSQD
 DA0303  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0303
 DA0303                          STATION DESCRIPTION
 DA0303
 DA0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0303'9.8 MI N FROM AJO.
 DA0303'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0303'THE STATION AT AJO, 0.2 MILE NORTH OF MILEPOLE 34, 347 FEET NORTHWEST
 DA0303'OF THE CENTER OF A LARGE WOODEN RAILROAD BRIDGE (NO. 339), AT A STATE
 DA0303'HIGHWAY 85 CONCRETE BRIDGE OVER A LARGE WASH, IN THE TOP OF THE
 DA0303'SOUTHEAST CONCRETE CURB, 12.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DA0303'HIGHWAY, 16. 0 FEET NORTHEAST OF THE SOUTHWEST END OF THE CURB, AND
 DA0303'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 DA0303
 DA0303                          STATION RECOVERY (1980)
 DA0303
 DA0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0303'15.85 KM (9.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA ANF GILA BEND
 DA0303'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT STATE HIGHWAY
 DA0303'85 MILEPOST 33, SET IN TOP OF THE SOUTHEAST CONCRETE CURB OF A
 DA0303'HIGHWAY BRIDGE OVER A LARGE WASH, 3.8 METERS (12.6 FT) EAST OF
 DA0303'THE CENTELINE OF THE HIGHWAY, 105.8 METERS (347 FT) WEST OF THE
 DA0303'CENTERLINE OF RAILWAY BRIDGE NUMBER 339, 4.9 METERS (16.0 FT) NORTH
 DA0303'OF THE SOUTH END OF THE CURB.
 DA0303'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA0303
 DA0303                          STATION RECOVERY (2006)
 DA0303
 DA0303'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0303'RECOVERED AS DESCRIBED.
 DA0303
 DA0303                          STATION RECOVERY (2007)
 DA0303
 DA0303'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0410 ***********************************************************************
 CY0410  DESIGNATION -  133
 CY0410  PID         -  CY0410
 CY0410  STATE/COUNTY-  AZ/COCHISE
 CY0410  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0410
 CY0410                         *CURRENT SURVEY CONTROL
 CY0410  ___________________________________________________________________
 CY0410* NAD 83(1986)-  32 16 21.     (N)    109 49 01.     (W)     SCALED    
 CY0410* NAVD 88     -      1272.80   (+/-2cm)    4175.8    (feet)  VERTCON   
 CY0410  ___________________________________________________________________
 CY0410  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0410  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0410
 CY0410.The horizontal coordinates were scaled from a topographic map and have
 CY0410.an estimated accuracy of +/- 6 seconds.
 CY0410
 CY0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0410.The vertical order pertains to the NGVD 29 superseded value.
 CY0410
 CY0410.The geoid height was determined by GEOID03.
 CY0410
 CY0410;                    North         East    Units  Estimated Accuracy
 CY0410;SPC AZ E     -   141,140.      246,310.      MT  (+/- 180 meters Scaled)
 CY0410
 CY0410                          SUPERSEDED SURVEY CONTROL
 CY0410
 CY0410  NGVD 29 (??/??/92) 1272.057  (m)         4173.41   (f) ADJ UNCH    1 2
 CY0410
 CY0410.Superseded values are not recommended for survey control.
 CY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0410.See file dsdata.txt to determine how the superseded data were derived.
 CY0410
 CY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA114712(NAD 83)
 CY0410_MARKER: P = PIPE CAP
 CY0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0410_STAMPING: 133 H 1907
 CY0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0410
 CY0410  HISTORY     - Date     Condition        Report By
 CY0410  HISTORY     - 1907     MONUMENTED       USGS
 CY0410  HISTORY     - 1952     GOOD             NGS
 CY0410  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0410
 CY0410                          STATION DESCRIPTION
 CY0410
 CY0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0410'1.6 MI NE FROM WILLCOX.
 CY0410'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0410'WILLCOX, 0.4 MILE NORTHEAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD
 CY0410'MILEPOST NUMBER 1076.0, ABOUT 120.0 YARDS SOUTHEAST OF THE CENTER LINE
 CY0410'OF THE HIGHWAY, 104.6 FEET NORTHWEST OF THE  NORTHWEST RAIL, 2.0 FEET
 CY0410'SOUTHWEST OF A WITNESS POST, 7.6 FEET NORTHWEST OF A FENCE, 3.0 FEET
 CY0410'LOWER THAN THE TRACK, PROJECTING 1.2 FEET ABOVE THE GROUND, AND
 CY0410'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND
 CY0410'PROJECTING 1 FOOT ABOVE THE GROUND.
 CY0410
 CY0410                          STATION RECOVERY (1979)
 CY0410
 CY0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0410'A THOROUGH SEARCH WAS MADE AND THE MARK WAS NOT RECOVERED.  THE AREA
 CY0410'DESCRIBED APPEARS TO HAVE BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0625 ***********************************************************************
 ER0625  DESIGNATION -  133 BKC
 ER0625  PID         -  ER0625
 ER0625  STATE/COUNTY-  AZ/APACHE
 ER0625  USGS QUAD   -  THE RINCON (1971)
 ER0625
 ER0625                         *CURRENT SURVEY CONTROL
 ER0625  ___________________________________________________________________
 ER0625* NAD 83(1986)-  34 17 02.     (N)    109 02 57.     (W)     SCALED    
 ER0625* NAVD 88     -      2130.422  (meters)    6989.56   (feet)  ADJUSTED  
 ER0625  ___________________________________________________________________
 ER0625  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 ER0625  DYNAMIC HT  -        2127.126 (meters)    6978.75  (feet)  COMP
 ER0625  MODELED GRAV-     979,012.3   (mgal)                       NAVD 88
 ER0625
 ER0625  VERT ORDER  -  SECOND    CLASS 0
 ER0625
 ER0625.The horizontal coordinates were scaled from a topographic map and have
 ER0625.an estimated accuracy of +/- 6 seconds.
 ER0625
 ER0625.The orthometric height was determined by differential leveling
 ER0625.and adjusted in June 1991.
 ER0625
 ER0625.The geoid height was determined by GEOID03.
 ER0625
 ER0625.The dynamic height is computed by dividing the NAVD 88
 ER0625.geopotential number by the normal gravity value computed on the
 ER0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0625.degrees latitude (g = 980.6199 gals.).
 ER0625
 ER0625.The modeled gravity was interpolated from observed gravity values.
 ER0625
 ER0625;                    North         East    Units  Estimated Accuracy
 ER0625;SPC AZ E     -   364,710.      316,250.      MT  (+/- 180 meters Scaled)
 ER0625
 ER0625                          SUPERSEDED SURVEY CONTROL
 ER0625
 ER0625.No superseded survey control is available for this station.
 ER0625
 ER0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC795953(NAD 83)
 ER0625_MARKER: DB = BENCH MARK DISK
 ER0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0625_SP_SET: COPPER-CLAD STEEL ROD
 ER0625_STAMPING: 133 BKC 1968 6986
 ER0625_MARK LOGO: USGS  
 ER0625_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0625+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0625
 ER0625  HISTORY     - Date     Condition        Report By
 ER0625  HISTORY     - 1968     MONUMENTED       USGS
 ER0625
 ER0625                          STATION DESCRIPTION
 ER0625
 ER0625'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0625'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0625'EAST ALONG U S HIGHWAY 60, THENCE 8.5 MILES NORTH ALONG A DIRT ROAD,
 ER0625'2.9 MILES NORTH OF THE SOUTH SUMMERS RANCH, 23 FEET EAST OF THE ROAD,
 ER0625'5 FEET WEST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0625'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0702 ***********************************************************************
 GP0702  DESIGNATION -  133 DOR
 GP0702  PID         -  GP0702
 GP0702  STATE/COUNTY-  AZ/NAVAJO
 GP0702  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0702
 GP0702                         *CURRENT SURVEY CONTROL
 GP0702  ___________________________________________________________________
 GP0702* NAD 83(1986)-  36 40 15.     (N)    110 33 43.     (W)     SCALED    
 GP0702* NAVD 88     -      2122.579  (meters)    6963.83   (feet)  ADJUSTED  
 GP0702  ___________________________________________________________________
 GP0702  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 GP0702  DYNAMIC HT  -        2119.860 (meters)    6954.91  (feet)  COMP
 GP0702  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 GP0702
 GP0702  VERT ORDER  -  SECOND    CLASS 0
 GP0702
 GP0702.The horizontal coordinates were scaled from a topographic map and have
 GP0702.an estimated accuracy of +/- 6 seconds.
 GP0702
 GP0702.The orthometric height was determined by differential leveling
 GP0702.and adjusted in June 1991.
 GP0702
 GP0702.The geoid height was determined by GEOID03.
 GP0702
 GP0702.The dynamic height is computed by dividing the NAVD 88
 GP0702.geopotential number by the normal gravity value computed on the
 GP0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0702.degrees latitude (g = 980.6199 gals.).
 GP0702
 GP0702.The modeled gravity was interpolated from observed gravity values.
 GP0702
 GP0702;                    North         East    Units  Estimated Accuracy
 GP0702;SPC AZ E     -   629,020.      178,030.      MT  (+/- 180 meters Scaled)
 GP0702
 GP0702                          SUPERSEDED SURVEY CONTROL
 GP0702
 GP0702.No superseded survey control is available for this station.
 GP0702
 GP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF391584(NAD 83)
 GP0702_MARKER: DB = BENCH MARK DISK
 GP0702_SETTING: 66 = SET IN ROCK OUTCROP
 GP0702_SP_SET: ROCK OUTCROP
 GP0702_STAMPING: 133 DOR 1969 6960
 GP0702_MARK LOGO: USGS  
 GP0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0702+STABILITY: POSITION/ELEVATION WELL
 GP0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0702+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0702
 GP0702  HISTORY     - Date     Condition        Report By
 GP0702  HISTORY     - 1969     MONUMENTED       USGS
 GP0702
 GP0702                          STATION DESCRIPTION
 GP0702
 GP0702'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0702'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0702'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0702'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0702'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 2.0 MILES NORTHWEST
 GP0702'ALONG THE TALL MOUNTAIN ROAD TO A T-ROAD WEST AND NORTH, 0.1 MILE
 GP0702'SOUTH OF A POWER LINE, AT A SIGN -ROUGH SANDY ROAD-, 120 FEET WEST OF
 GP0702'THE T-ROAD JUNCTION 32 FEET NORTH AND 2 FEET HIGHER THAN THE TALL
 GP0702'MOUNTAIN ROAD, 2 FEET SOUTH OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0351 ***********************************************************************
 DU0351  DESIGNATION -  133+50
 DU0351  PID         -  DU0351
 DU0351  STATE/COUNTY-  AZ/GILA
 DU0351  USGS QUAD   -  CHRYSOTILE (1966)
 DU0351
 DU0351                         *CURRENT SURVEY CONTROL
 DU0351  ___________________________________________________________________
 DU0351* NAD 83(1986)-  33 43 27.     (N)    110 31 57.     (W)     SCALED    
 DU0351* NAVD 88     -      1735.884  (meters)    5695.15   (feet)  ADJUSTED  
 DU0351  ___________________________________________________________________
 DU0351  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DU0351  DYNAMIC HT  -        1733.370 (meters)    5686.90  (feet)  COMP
 DU0351  MODELED GRAV-     979,126.2   (mgal)                       NAVD 88
 DU0351
 DU0351  VERT ORDER  -  SECOND    CLASS 0
 DU0351
 DU0351.The horizontal coordinates were scaled from a topographic map and have
 DU0351.an estimated accuracy of +/- 6 seconds.
 DU0351
 DU0351.The orthometric height was determined by differential leveling
 DU0351.and adjusted in June 1991.
 DU0351
 DU0351.The geoid height was determined by GEOID03.
 DU0351
 DU0351.The dynamic height is computed by dividing the NAVD 88
 DU0351.geopotential number by the normal gravity value computed on the
 DU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0351.degrees latitude (g = 980.6199 gals.).
 DU0351
 DU0351.The modeled gravity was interpolated from observed gravity values.
 DU0351
 DU0351;                    North         East    Units  Estimated Accuracy
 DU0351;SPC AZ E     -   302,120.      179,460.      MT  (+/- 180 meters Scaled)
 DU0351
 DU0351                          SUPERSEDED SURVEY CONTROL
 DU0351
 DU0351  NGVD 29 (??/??/92) 1735.154  (m)         5692.75   (f) ADJ UNCH    2 0
 DU0351
 DU0351.Superseded values are not recommended for survey control.
 DU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0351.See file dsdata.txt to determine how the superseded data were derived.
 DU0351
 DU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC433316(NAD 83)
 DU0351_MARKER: DD = SURVEY DISK
 DU0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0351_SP_SET: CULVERT
 DU0351_STAMPING: STA 133+50 1932
 DU0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0351
 DU0351  HISTORY     - Date     Condition        Report By
 DU0351  HISTORY     - 1932     MONUMENTED       AZHD
 DU0351  HISTORY     - 1960     MARK NOT FOUND   NGS
 DU0351
 DU0351                          STATION DESCRIPTION
 DU0351
 DU0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0351'33.6 MI NE FROM GLOBE.
 DU0351'3.3 MILES SOUTHWESTERLY FROM SENECA ALONG U.S. HWY. 60 LEADING TO
 DU0351'GLOBE, ARIZ. 33.6 MILES NORTHEAST ALONG HWY. U.S. 60 FROM GLOBE, NEAR
 DU0351'THE SUMMIT OF A LONG SLIGHT GRADE, IN THE VICINITY OF A FORMER ROAD
 DU0351'FORK, (NOW ABANDONED), LEADING TO THE REGAL MINE.  IN THE TOP CENTER
 DU0351'OF THE EAST CONCRETE HEAD WALL OF A 24 METAL CULVERT.  A STANDARD ASHD
 DU0351'BRASS TABLET, STAMPED STA 133+50 1932.  NOTE-- THE HIGHWAY LOCATION
 DU0351'HAS BEEN CHANGED AND THE HEADWALL OF THE DESCRIBED CULVERT IS BADLY
 DU0351'SHATTERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1061 ***********************************************************************
 DA1061  DESIGNATION -  1332+90=322.01
 DA1061  PID         -  DA1061
 DA1061  STATE/COUNTY-  AZ/YUMA
 DA1061  USGS QUAD   -  TACNA (1982)
 DA1061
 DA1061                         *CURRENT SURVEY CONTROL
 DA1061  ___________________________________________________________________
 DA1061* NAD 83(1986)-  32 42 24.     (N)    113 53 21.     (W)     SCALED    
 DA1061* NAVD 88     -        98.676  (meters)     323.74   (feet)  ADJUSTED  
 DA1061  ___________________________________________________________________
 DA1061  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1061  DYNAMIC HT  -          98.562 (meters)     323.37  (feet)  COMP
 DA1061  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 DA1061
 DA1061  VERT ORDER  -  FIRST     CLASS II
 DA1061
 DA1061.The horizontal coordinates were scaled from a topographic map and have
 DA1061.an estimated accuracy of +/- 6 seconds.
 DA1061
 DA1061.The orthometric height was determined by differential leveling
 DA1061.and adjusted in June 1991.
 DA1061
 DA1061.The geoid height was determined by GEOID03.
 DA1061
 DA1061.The dynamic height is computed by dividing the NAVD 88
 DA1061.geopotential number by the normal gravity value computed on the
 DA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1061.degrees latitude (g = 980.6199 gals.).
 DA1061
 DA1061.The modeled gravity was interpolated from observed gravity values.
 DA1061
 DA1061;                    North         East    Units  Estimated Accuracy
 DA1061;SPC AZ W     -   189,240.      200,310.      MT  (+/- 180 meters Scaled)
 DA1061
 DA1061                          SUPERSEDED SURVEY CONTROL
 DA1061
 DA1061  NGVD 29 (??/??/92)   98.013  (m)          321.56   (f) ADJ UNCH    1 2
 DA1061
 DA1061.Superseded values are not recommended for survey control.
 DA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1061.See file dsdata.txt to determine how the superseded data were derived.
 DA1061
 DA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB291224(NAD 83)
 DA1061_MARKER: DD = SURVEY DISK
 DA1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1061_SP_SET: BRIDGE
 DA1061_STAMPING: 322.01 1332+90 1333+34.17 1941
 DA1061_MARK LOGO: AZHD  
 DA1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1061
 DA1061  HISTORY     - Date     Condition        Report By
 DA1061  HISTORY     - 1941     MONUMENTED       AZHD
 DA1061  HISTORY     - 1971     GOOD             NGS
 DA1061  HISTORY     - 1981     GOOD             NGS
 DA1061  HISTORY     - 1981     GOOD             NGS
 DA1061  HISTORY     - 20090206 GOOD             GEOCAC
 DA1061
 DA1061                          STATION DESCRIPTION
 DA1061
 DA1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA1061'3.5 MI E FROM TACNA.
 DA1061'3.5 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN TACNA,
 DA1061'SET IN DRILL HOLE IN THE SOUTH HEADWALL OF A BRIDGE, 23 FEET WEST OF
 DA1061'THE EAST END OF HEADWALL, 21 FEET EAST OF THE WEST END OF HEADWALL, 17
 DA1061'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 80, AND 1 FOOT ABOVE THE
 DA1061'HIGHWAY.  NOTE-- (322.01 1332+90 1333+34.17 1941 IS THE AZIMUTH MARK
 DA1061'FOR TRIANGULATION STATION COLFRED (USGS) 2).
 DA1061
 DA1061                          STATION RECOVERY (1981)
 DA1061
 DA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1061'6.1 KM (3.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1061'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1061'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1061'HIGHWAY, 6.4 M (21.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1061'HEADWALL, 7.2 M (23.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1061'HEADWALL.
 DA1061'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1061
 DA1061                          STATION RECOVERY (1981)
 DA1061
 DA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1061'6.1 KM (3.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1061'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1061'HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1061'HIGHWAY, 6.4 M (21.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1061'HEADWALL, 7.2 M (23.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1061'HEADWALL.
 DA1061'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1061
 DA1061                          STATION RECOVERY (2009)
 DA1061
 DA1061'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1061'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1061' 
 DA1061'OF N 32 42' 24.2 W 113 53' 21.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0978 ***********************************************************************
 CZ0978  DESIGNATION -  1333
 CZ0978  PID         -  CZ0978
 CZ0978  STATE/COUNTY-  AZ/PINAL
 CZ0978  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0978
 CZ0978                         *CURRENT SURVEY CONTROL
 CZ0978  ___________________________________________________________________
 CZ0978* NAD 83(1986)-  32 55 17.     (N)    111 49 39.     (W)     SCALED    
 CZ0978* NAVD 88     -       407.01   (+/-2cm)    1335.3    (feet)  VERTCON   
 CZ0978  ___________________________________________________________________
 CZ0978  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0978
 CZ0978.The horizontal coordinates were scaled from a topographic map and have
 CZ0978.an estimated accuracy of +/- 6 seconds.
 CZ0978
 CZ0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0978.The vertical order pertains to the NGVD 29 superseded value.
 CZ0978
 CZ0978.The geoid height was determined by GEOID03.
 CZ0978
 CZ0978;                    North         East    Units  Estimated Accuracy
 CZ0978;SPC AZ C     -   213,040.      221,700.      MT  (+/- 180 meters Scaled)
 CZ0978
 CZ0978                          SUPERSEDED SURVEY CONTROL
 CZ0978
 CZ0978  NGVD 29 (??/??/92)  406.41   (m)         1333.4    (f) COMPUTED    2 0
 CZ0978
 CZ0978.Superseded values are not recommended for survey control.
 CZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0978.See file dsdata.txt to determine how the superseded data were derived.
 CZ0978
 CZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB226428(NAD 83)
 CZ0978_MARKER: P = PIPE CAP
 CZ0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0978
 CZ0978  HISTORY     - Date     Condition        Report By
 CZ0978  HISTORY     - UNK      MONUMENTED       USGS
 CZ0978  HISTORY     - 1948     MARK NOT FOUND   NGS
 CZ0978  HISTORY     - 1967     MARK NOT FOUND   NGS
 CZ0978  HISTORY     - 20061106 MARK NOT FOUND   GEOCAC
 CZ0978
 CZ0978                          STATION DESCRIPTION
 CZ0978
 CZ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ0978'1.1 MI SE FROM NUNEZ.
 CZ0978'1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0978'STATION SIGN AT NUNEZ, 1/3 MILE SOUTHEAST OF RAIL-TOP CULVERT 913 A,
 CZ0978'35 FEET NORTHWEST OF THE NORTHWEST END OF BRIDGE 913 B, AND 60 FEET
 CZ0978'SOUTHWEST OF THE TRACK,  A USGS STANDARD CAP, RIVETED ON THE TOP OF A
 CZ0978'3-1/2-INCH IRON PIPE.
 CZ0978
 CZ0978                          STATION RECOVERY (1967)
 CZ0978
 CZ0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ0978'MARK NOT FOUND.
 CZ0978
 CZ0978                          STATION RECOVERY (2006)
 CZ0978
 CZ0978'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0228 ***********************************************************************
 ER0228  DESIGNATION -  1334+20
 ER0228  PID         -  ER0228
 ER0228  STATE/COUNTY-  AZ/APACHE
 ER0228  USGS QUAD   -  SALADO (1984)
 ER0228
 ER0228                         *CURRENT SURVEY CONTROL
 ER0228  ___________________________________________________________________
 ER0228* NAD 83(1986)-  34 24 15.     (N)    109 24 38.     (W)     SCALED    
 ER0228* NAVD 88     -      1810.38   (meters)    5939.6    (feet)  RESET     
 ER0228  ___________________________________________________________________
 ER0228  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0228  VERT ORDER  -  THIRD
 ER0228
 ER0228.The horizontal coordinates were scaled from a topographic map and have
 ER0228.an estimated accuracy of +/- 6 seconds.
 ER0228
 ER0228.The orthometric height was computed from unverified reset data.
 ER0228
 ER0228.The geoid height was determined by GEOID03.
 ER0228
 ER0228;                    North         East    Units  Estimated Accuracy
 ER0228;SPC AZ E     -   377,740.      282,870.      MT  (+/- 180 meters Scaled)
 ER0228
 ER0228                          SUPERSEDED SURVEY CONTROL
 ER0228
 ER0228  NGVD 29 (03/28/06) 1809.52   (m)         5936.7    (f) RESET       3  
 ER0228
 ER0228.Superseded values are not recommended for survey control.
 ER0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0228.See file dsdata.txt to determine how the superseded data were derived.
 ER0228
 ER0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD460081(NAD 83)
 ER0228_MARKER: DZ = AZIMUTH MARK DISK
 ER0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0228_SP_SET: CULVERT
 ER0228_STAMPING: 1334+20 5936.47
 ER0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0228
 ER0228  HISTORY     - Date     Condition        Report By
 ER0228  HISTORY     - UNK      MONUMENTED       AZHD
 ER0228  HISTORY     - 1971     GOOD             USGS
 ER0228
 ER0228                          STATION DESCRIPTION
 ER0228
 ER0228'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0228'8.85 MI S FROM ST JOHNS.
 ER0228'8.85 MILES SOUTH ALONG U. S. HIGHWAY 666 AND 180 FROM THE COURT HOUSE
 ER0228'IN ST. JOHNS, SET IN THE CENTER OF THE EAST HEADWALL OF CULVERT OVER
 ER0228'LYMAN DITCH AND 22.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0075 ***********************************************************************
 DA0075  DESIGNATION -  1334.93
 DA0075  PID         -  DA0075
 DA0075  STATE/COUNTY-  AZ/PINAL
 DA0075  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0075
 DA0075                         *CURRENT SURVEY CONTROL
 DA0075  ___________________________________________________________________
 DA0075* NAD 83(1986)-  32 52 45.     (N)    112 01 18.     (W)     SCALED    
 DA0075* NAVD 88     -       407.53   (+/-2cm)    1337.0    (feet)  VERTCON   
 DA0075  ___________________________________________________________________
 DA0075  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0075
 DA0075.The horizontal coordinates were scaled from a topographic map and have
 DA0075.an estimated accuracy of +/- 6 seconds.
 DA0075
 DA0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0075.The vertical order pertains to the NGVD 29 superseded value.
 DA0075
 DA0075.The geoid height was determined by GEOID03.
 DA0075
 DA0075;                    North         East    Units  Estimated Accuracy
 DA0075;SPC AZ C     -   208,360.      203,540.      MT  (+/- 180 meters Scaled)
 DA0075
 DA0075                          SUPERSEDED SURVEY CONTROL
 DA0075
 DA0075  NGVD 29 (??/??/92)  406.941  (m)         1335.11   (f) ADJ UNCH    2 0
 DA0075
 DA0075.Superseded values are not recommended for survey control.
 DA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0075.See file dsdata.txt to determine how the superseded data were derived.
 DA0075
 DA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB044383(NAD 83)
 DA0075_MARKER: DD = SURVEY DISK
 DA0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0075_SP_SET: RETAINING WALL
 DA0075_STAMPING: 1334.93 2274 + 61
 DA0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0075
 DA0075  HISTORY     - Date     Condition        Report By
 DA0075  HISTORY     - UNK      MONUMENTED       AZHD
 DA0075  HISTORY     - 1952     GOOD             NGS
 DA0075  HISTORY     - 1963     MARK NOT FOUND   NGS
 DA0075
 DA0075                          STATION DESCRIPTION
 DA0075
 DA0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0075'2.9 MI W FROM STANFIELD.
 DA0075'2.9 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0075'STANFIELD, NEAR LARGE STOCKYARDS, AT A DIP, IN THE TOP OF THE WEST END
 DA0075'OF A CONCRETE RETAINING WALL, 13.2 FEET NORTH OF THE CENTER LINE OF
 DA0075'THE HIGHWAY, 0.8 FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT
 DA0075'LEVEL WITH THE HIGHWAY.
 DA0075
 DA0075                          STATION RECOVERY (1963)
 DA0075
 DA0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DA0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0294 ***********************************************************************
 DV0294  DESIGNATION -  1335
 DV0294  PID         -  DV0294
 DV0294  STATE/COUNTY-  AZ/MARICOPA
 DV0294  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0294
 DV0294                         *CURRENT SURVEY CONTROL
 DV0294  ___________________________________________________________________
 DV0294* NAD 83(1986)-  33 00 07.     (N)    112 29 23.     (W)     SCALED    
 DV0294* NAVD 88     -       407.751  (meters)    1337.76   (feet)  ADJUSTED  
 DV0294  ___________________________________________________________________
 DV0294  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DV0294  DYNAMIC HT  -         407.259 (meters)    1336.15  (feet)  COMP
 DV0294  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 DV0294
 DV0294  VERT ORDER  -  FIRST     CLASS II
 DV0294
 DV0294.The horizontal coordinates were scaled from a topographic map and have
 DV0294.an estimated accuracy of +/- 6 seconds.
 DV0294
 DV0294.The orthometric height was determined by differential leveling
 DV0294.and adjusted in June 1991.
 DV0294
 DV0294.The geoid height was determined by GEOID03.
 DV0294
 DV0294.The dynamic height is computed by dividing the NAVD 88
 DV0294.geopotential number by the normal gravity value computed on the
 DV0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0294.degrees latitude (g = 980.6199 gals.).
 DV0294
 DV0294.The modeled gravity was interpolated from observed gravity values.
 DV0294
 DV0294;                    North         East    Units  Estimated Accuracy
 DV0294;SPC AZ C     -   222,110.      159,810.      MT  (+/- 180 meters Scaled)
 DV0294
 DV0294                          SUPERSEDED SURVEY CONTROL
 DV0294
 DV0294  NGVD 29 (??/??/92)  407.227  (m)         1336.04   (f) ADJ UNCH    1 2
 DV0294
 DV0294.Superseded values are not recommended for survey control.
 DV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0294.See file dsdata.txt to determine how the superseded data were derived.
 DV0294
 DV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB608524(NAD 83)
 DV0294_MARKER: P = PIPE CAP
 DV0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0294+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0294
 DV0294  HISTORY     - Date     Condition        Report By
 DV0294  HISTORY     - UNK      MONUMENTED       USGS
 DV0294  HISTORY     - 1967     GOOD             NGS
 DV0294  HISTORY     - 1980     GOOD             NGS
 DV0294  HISTORY     - 1980     GOOD             NGS
 DV0294  HISTORY     - 20070321 GOOD             GEOCAC
 DV0294
 DV0294                          STATION DESCRIPTION
 DV0294
 DV0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0294'13.75 MI W FROM MOBILE.
 DV0294'ABOUT 13.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0294'NELSON ELEMENTARY SCHOOL AT MOBILE, OR ABOUT 14.4 MILES EAST ALONG THE
 DV0294'SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GILA BEND, 0.3 MILE WEST
 DV0294'OF THE EAST END OF A SIDING, 4 RAILS EAST OF A SEMAPHORE AND A BATTERY
 DV0294'BOX, 46 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH SET OF TRACKS, 25
 DV0294'FEET NORTH OF THE NORTH RAIL OF THE SOUTH SET OF TRACKS, 43 FEET
 DV0294'SOUTHEAST OF A TELEGRAPH POLE, 1.4 FEET EAST OF A METAL WITNESS POST,
 DV0294'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY
 DV0294'CAP ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 12 INCHES.
 DV0294
 DV0294                          STATION RECOVERY (1980)
 DV0294
 DV0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0294'RECOVERED IN GOOD CONDITION.
 DV0294
 DV0294                          STATION RECOVERY (1980)
 DV0294
 DV0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0294'RECOVERED IN GOOD CONDITION.
 DV0294
 DV0294                          STATION RECOVERY (2007)
 DV0294
 DV0294'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0294'THE MARK APPEARS TO BE SLIGHTLY LEANING, BUT MAY HAVE BEEN MONUMENTED
 DV0294'THIS WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0683 ***********************************************************************
 DW0683  DESIGNATION -  1337.02
 DW0683  PID         -  DW0683
 DW0683  STATE/COUNTY-  AZ/LA PAZ
 DW0683  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0683
 DW0683                         *CURRENT SURVEY CONTROL
 DW0683  ___________________________________________________________________
 DW0683* NAD 83(1986)-  33 40 43.     (N)    114 06 20.     (W)     SCALED    
 DW0683* NAVD 88     -       408.48   (+/-2cm)    1340.2    (feet)  VERTCON   
 DW0683  ___________________________________________________________________
 DW0683  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DW0683  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0683
 DW0683.The horizontal coordinates were scaled from a topographic map and have
 DW0683.an estimated accuracy of +/- 6 seconds.
 DW0683
 DW0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0683.The vertical order pertains to the NGVD 29 superseded value.
 DW0683
 DW0683.The geoid height was determined by GEOID03.
 DW0683
 DW0683;                    North         East    Units  Estimated Accuracy
 DW0683;SPC AZ W     -   297,080.      180,390.      MT  (+/- 180 meters Scaled)
 DW0683
 DW0683                          SUPERSEDED SURVEY CONTROL
 DW0683
 DW0683  NGVD 29 (??/??/??)  407.784  (m)         1337.87   (f) ADJUSTED    1 2
 DW0683
 DW0683.Superseded values are not recommended for survey control.
 DW0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0683.See file dsdata.txt to determine how the superseded data were derived.
 DW0683
 DW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT683302(NAD 83)
 DW0683_MARKER: DD = SURVEY DISK
 DW0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0683_SP_SET: HEADWALL
 DW0683_STAMPING: 1337.02 1392+28
 DW0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0683
 DW0683  HISTORY     - Date     Condition        Report By
 DW0683  HISTORY     - UNK      MONUMENTED       AZHD
 DW0683  HISTORY     - 1933     GOOD             NGS
 DW0683  HISTORY     - 1962     MARK NOT FOUND   USGS
 DW0683  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0683
 DW0683                          STATION DESCRIPTION
 DW0683
 DW0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0683'7.6 MI E FROM QUARTZSITE.
 DW0683'ABOUT 7.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0683'COUNTY, AT STATION 1392+28, AT A 2-FOOT CONCRETE CULVERT, AND IN
 DW0683'THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA
 DW0683'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1337.02 1392+28.
 DW0683
 DW0683                          STATION RECOVERY (1962)
 DW0683
 DW0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DW0683'MARK NOT FOUND.
 DW0683
 DW0683                          STATION RECOVERY (1981)
 DW0683
 DW0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0683'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0061 ***********************************************************************
 EU0061  DESIGNATION -  1337.15
 EU0061  PID         -  EU0061
 EU0061  STATE/COUNTY-  AZ/MOHAVE
 EU0061  USGS QUAD   -  YUCCA (1970)
 EU0061
 EU0061                         *CURRENT SURVEY CONTROL
 EU0061  ___________________________________________________________________
 EU0061* NAD 83(1986)-  34 45 53.     (N)    114 12 12.     (W)     SCALED    
 EU0061* NAVD 88     -       408.225  (meters)    1339.32   (feet)  ADJUSTED  
 EU0061  ___________________________________________________________________
 EU0061  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 EU0061  DYNAMIC HT  -         407.776 (meters)    1337.85  (feet)  COMP
 EU0061  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 EU0061
 EU0061  VERT ORDER  -  FIRST     CLASS II
 EU0061
 EU0061.The horizontal coordinates were scaled from a topographic map and have
 EU0061.an estimated accuracy of +/- 6 seconds.
 EU0061
 EU0061.The orthometric height was determined by differential leveling
 EU0061.and adjusted in June 1991.
 EU0061
 EU0061.The geoid height was determined by GEOID03.
 EU0061
 EU0061.The dynamic height is computed by dividing the NAVD 88
 EU0061.geopotential number by the normal gravity value computed on the
 EU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0061.degrees latitude (g = 980.6199 gals.).
 EU0061
 EU0061.The modeled gravity was interpolated from observed gravity values.
 EU0061
 EU0061;                    North         East    Units  Estimated Accuracy
 EU0061;SPC AZ W     -   417,580.      171,860.      MT  (+/- 180 meters Scaled)
 EU0061
 EU0061                          SUPERSEDED SURVEY CONTROL
 EU0061
 EU0061  NGVD 29 (??/??/??)  407.520  (m)         1337.01   (f) ADJUSTED    1 2
 EU0061
 EU0061.Superseded values are not recommended for survey control.
 EU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0061.See file dsdata.txt to determine how the superseded data were derived.
 EU0061
 EU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU559505(NAD 83)
 EU0061_MARKER: DD = SURVEY DISK
 EU0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0061_SP_SET: CULVERT
 EU0061_STAMPING: 1337.15 892X68 1951
 EU0061_MARK LOGO: AZHD  
 EU0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0061
 EU0061  HISTORY     - Date     Condition        Report By
 EU0061  HISTORY     - 1951     MONUMENTED       AZHD
 EU0061  HISTORY     - 1961     GOOD             NGS
 EU0061  HISTORY     - 1981     GOOD             NGS
 EU0061
 EU0061                          STATION DESCRIPTION
 EU0061
 EU0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0061'9 MI SW FROM YUCCA.
 EU0061'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0061'YUCCA, THENCE 8.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0061'IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0061'OF A 15 FEET CONCRETE BOX CULVERT WITH 2 OPENINGS, 22 FEET
 EU0061'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0061'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0061
 EU0061                          STATION RECOVERY (1981)
 EU0061
 EU0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0061'13.4 KM (8.35 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0061'ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE SOUTHEAST HEADWALL OF A
 EU0061'CULVERT UNDER THE WEST BOUND TRAFFIC LANES, 0.2 KM (0.1 MI) SOUTHWEST
 EU0061'OF MILEPOST 17, 6.7 METERS (22 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EU0061'WEST BOUND LANES.
 EU0061'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0292 ***********************************************************************
 FS0292  DESIGNATION -  1338+08.8
 FS0292  PID         -  FS0292
 FS0292  STATE/COUNTY-  AZ/MOHAVE
 FS0292  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0292
 FS0292                         *CURRENT SURVEY CONTROL
 FS0292  ___________________________________________________________________
 FS0292* NAD 83(1986)-  35 41 02.     (N)    114 28 03.     (W)     SCALED    
 FS0292* NAVD 88     -       757.561  (meters)    2485.43   (feet)  POSTED    
 FS0292  ___________________________________________________________________
 FS0292  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0292  DYNAMIC HT  -         756.740 (meters)    2482.74  (feet)  COMP
 FS0292  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 FS0292
 FS0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0292
 FS0292.The horizontal coordinates were scaled from a topographic map and have
 FS0292.an estimated accuracy of +/- 6 seconds.
 FS0292
 FS0292.The orthometric height was determined by differential leveling
 FS0292.and adjusted by the  in 1992.
 FS0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0292.rate of 0.0 thru 1.0 mm/km.
 FS0292
 FS0292.The geoid height was determined by GEOID03.
 FS0292
 FS0292.The dynamic height is computed by dividing the NAVD 88
 FS0292.geopotential number by the normal gravity value computed on the
 FS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0292.degrees latitude (g = 980.6199 gals.).
 FS0292
 FS0292.The modeled gravity was interpolated from observed gravity values.
 FS0292
 FS0292;                    North         East    Units  Estimated Accuracy
 FS0292;SPC AZ W     -   519,700.      148,410.      MT  (+/- 180 meters Scaled)
 FS0292
 FS0292                          SUPERSEDED SURVEY CONTROL
 FS0292
 FS0292  NGVD 29 (??/??/92)  756.85   (m)         2483.1    (f) COMPUTED    1 1
 FS0292
 FS0292.Superseded values are not recommended for survey control.
 FS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0292.See file dsdata.txt to determine how the superseded data were derived.
 FS0292
 FS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV291518(NAD 83)
 FS0292_MARKER: DD = SURVEY DISK
 FS0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0292_SP_SET: CULVERT
 FS0292_STAMPING: 2484.83 1338+08.8 1940
 FS0292_MARK LOGO: AZHD  
 FS0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0292
 FS0292  HISTORY     - Date     Condition        Report By
 FS0292  HISTORY     - 1940     MONUMENTED       AZHD
 FS0292  HISTORY     - 1949     GOOD             NGS
 FS0292  HISTORY     - 1982     GOOD             NGS
 FS0292
 FS0292                          STATION DESCRIPTION
 FS0292
 FS0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0292'23.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0292'23.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0292'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILES NORTHWEST
 FS0292'OF MILEPOST 30, AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0292'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 15.8
 FS0292'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0292'1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0292
 FS0292                          STATION RECOVERY (1982)
 FS0292
 FS0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0292'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0390 ***********************************************************************
 CY0390  DESIGNATION -  134 1/2
 CY0390  PID         -  CY0390
 CY0390  STATE/COUNTY-  AZ/COCHISE
 CY0390  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0390
 CY0390                         *CURRENT SURVEY CONTROL
 CY0390  ___________________________________________________________________
 CY0390* NAD 83(1986)-  32 15 02.     (N)    109 49 51.     (W)     SCALED    
 CY0390* NAVD 88     -      1270.85   (+/-2cm)    4169.4    (feet)  VERTCON   
 CY0390  ___________________________________________________________________
 CY0390  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0390
 CY0390.The horizontal coordinates were scaled from a topographic map and have
 CY0390.an estimated accuracy of +/- 6 seconds.
 CY0390
 CY0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0390.The vertical order pertains to the NGVD 29 superseded value.
 CY0390
 CY0390.The geoid height was determined by GEOID03.
 CY0390
 CY0390;                    North         East    Units  Estimated Accuracy
 CY0390;SPC AZ E     -   138,700.      245,000.      MT  (+/- 180 meters Scaled)
 CY0390
 CY0390                          SUPERSEDED SURVEY CONTROL
 CY0390
 CY0390  NGVD 29 (??/??/92) 1270.10   (m)         4167.0    (f) COMPUTED    1 2
 CY0390
 CY0390.Superseded values are not recommended for survey control.
 CY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0390.See file dsdata.txt to determine how the superseded data were derived.
 CY0390
 CY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA101688(NAD 83)
 CY0390_MARKER: P = PIPE CAP
 CY0390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0390_STAMPING: 134 1/2 H 1907
 CY0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0390
 CY0390  HISTORY     - Date     Condition        Report By
 CY0390  HISTORY     - 1907     MONUMENTED       USGS
 CY0390  HISTORY     - 1945     GOOD             USGS
 CY0390  HISTORY     - 20051107 MARK NOT FOUND   NGS
 CY0390
 CY0390                          STATION DESCRIPTION
 CY0390
 CY0390'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0390'IN WILLCOX.
 CY0390'AT WILLCOX, ALONG THE SOUTHERN PACIFIC CO. RAILROAD, AT THE STATION,
 CY0390'77 FEET SOUTH-SOUTHEAST OF THE SEMAPHORE TOWER ON THE SOUTHEAST SIDE
 CY0390'OF STATION, 76.4 FEET EAST OF THE WATER SPOUT, 16 FEET SOUTHEAST OF
 CY0390'SOUTHEAST RAIL OF SOUTHEAST TRACK, 2.2 FEET SOUTHWEST OF REFERENCE
 CY0390'POST.  BRONZE BENCH CAP ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 CY0390'ABOUT 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE POST HAD BEEN HIT.  IT
 CY0390'WAS STRAIGHTENED UP AND STAMPED RESET 1945 THE NUMBERS 134 1/2 WAS
 CY0390'DEFACED SO IT COULD NOT BE READ.
 CY0390
 CY0390                          STATION RECOVERY (2005)
 CY0390
 CY0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0390'ALL REFERENCES MOVED OR REMOVED (INCLUDING DEPOT).  MARK NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0392 ***********************************************************************
 CY0392  DESIGNATION -  134 1/2 RESET
 CY0392  PID         -  CY0392
 CY0392  STATE/COUNTY-  AZ/COCHISE
 CY0392  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0392
 CY0392                         *CURRENT SURVEY CONTROL
 CY0392  ___________________________________________________________________
 CY0392* NAD 83(1986)-  32 15 02.     (N)    109 49 51.     (W)     SCALED    
 CY0392* NAVD 88     -      1270.85   (+/-2cm)    4169.4    (feet)  VERTCON   
 CY0392  ___________________________________________________________________
 CY0392  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY0392  VERT ORDER  -  ? (See Below)
 CY0392
 CY0392.The horizontal coordinates were scaled from a topographic map and have
 CY0392.an estimated accuracy of +/- 6 seconds.
 CY0392
 CY0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0392.The vertical order pertains to the NGVD 29 superseded value.
 CY0392
 CY0392.The geoid height was determined by GEOID03.
 CY0392
 CY0392;                    North         East    Units  Estimated Accuracy
 CY0392;SPC AZ E     -   138,700.      245,000.      MT  (+/- 180 meters Scaled)
 CY0392
 CY0392                          SUPERSEDED SURVEY CONTROL
 CY0392
 CY0392  NGVD 29 (??/??/92) 1270.098  (m)         4166.98   (f) ADJ UNCH    ?  
 CY0392
 CY0392.Superseded values are not recommended for survey control.
 CY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0392.See file dsdata.txt to determine how the superseded data were derived.
 CY0392
 CY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA101688(NAD 83)
 CY0392_MARKER: P = PIPE CAP
 CY0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0392_STAMPING: H-1907 RESET 1945
 CY0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0392
 CY0392  HISTORY     - Date     Condition        Report By
 CY0392  HISTORY     - 1955     MONUMENTED       SPRR
 CY0392  HISTORY     - 1955     GOOD             NGS
 CY0392  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0392
 CY0392                          STATION DESCRIPTION
 CY0392
 CY0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CY0392'IN WILLCOX.
 CY0392'AT WILLCOX, 122 FEET SOUTHEAST OF THE TRACK SIDE OF THE SOUTHERN
 CY0392'PACIFIC COMPANY RAILROAD STATION, AND IN FRONT OF THE U. S. WEATHER
 CY0392'BUREAU STATION.  A U. S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CY0392'H-1907 RESET 1945 AND RIVETED ON THE TOP OF A 3-1/4-INCH IRON PIPE.
 CY0392
 CY0392                          STATION RECOVERY (1979)
 CY0392
 CY0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0392'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  NOTE--THIS MARK WAS
 CY0392'ESTABLISHED IN 1907 AND RESET IN 1955 BY THE RAILROAD ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0703 ***********************************************************************
 GP0703  DESIGNATION -  134 DOR
 GP0703  PID         -  GP0703
 GP0703  STATE/COUNTY-  AZ/NAVAJO
 GP0703  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0703
 GP0703                         *CURRENT SURVEY CONTROL
 GP0703  ___________________________________________________________________
 GP0703* NAD 83(1986)-  36 40 39.     (N)    110 33 03.     (W)     SCALED    
 GP0703* NAVD 88     -      2173.776  (meters)    7131.80   (feet)  ADJUSTED  
 GP0703  ___________________________________________________________________
 GP0703  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 GP0703  DYNAMIC HT  -        2170.990 (meters)    7122.66  (feet)  COMP
 GP0703  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 GP0703
 GP0703  VERT ORDER  -  SECOND    CLASS 0
 GP0703
 GP0703.The horizontal coordinates were scaled from a topographic map and have
 GP0703.an estimated accuracy of +/- 6 seconds.
 GP0703
 GP0703.The orthometric height was determined by differential leveling
 GP0703.and adjusted in June 1991.
 GP0703
 GP0703.The geoid height was determined by GEOID03.
 GP0703
 GP0703.The dynamic height is computed by dividing the NAVD 88
 GP0703.geopotential number by the normal gravity value computed on the
 GP0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0703.degrees latitude (g = 980.6199 gals.).
 GP0703
 GP0703.The modeled gravity was interpolated from observed gravity values.
 GP0703
 GP0703;                    North         East    Units  Estimated Accuracy
 GP0703;SPC AZ E     -   629,750.      179,020.      MT  (+/- 180 meters Scaled)
 GP0703
 GP0703                          SUPERSEDED SURVEY CONTROL
 GP0703
 GP0703.No superseded survey control is available for this station.
 GP0703
 GP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF401591(NAD 83)
 GP0703_MARKER: DB = BENCH MARK DISK
 GP0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0703_SP_SET: COPPER-CLAD STEEL ROD
 GP0703_STAMPING: 134 DOR 1969 7128
 GP0703_MARK LOGO: USGS  
 GP0703_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0703+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0703
 GP0703  HISTORY     - Date     Condition        Report By
 GP0703  HISTORY     - 1969     MONUMENTED       USGS
 GP0703
 GP0703                          STATION DESCRIPTION
 GP0703
 GP0703'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0703'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0703'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0703'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0703'NORTHWEST TO THE HEADQUARTERS BUILDING, THENCE 1.0 MILES NORTHWEST
 GP0703'ALONG THE TALL MOUNTAIN ROAD, 75 FEET NORTHEAST OF THE JUNCTION OF A
 GP0703'T-ROAD NORTHWEST, 32 FEET SOUTHEAST OF THE ROAD, 2 FEET NORTHWEST OF
 GP0703'A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0703'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1647 ***********************************************************************
 DU1647  DESIGNATION -  1340.442
 DU1647  PID         -  DU1647
 DU1647  STATE/COUNTY-  AZ/MARICOPA
 DU1647  USGS QUAD   -  BUCKHORN (1982)
 DU1647
 DU1647                         *CURRENT SURVEY CONTROL
 DU1647  ___________________________________________________________________
 DU1647* NAD 83(1986)-  33 23 11.     (N)    111 42 07.     (W)     SCALED    
 DU1647* NAVD 88     -       408.505  (meters)    1340.24   (feet)  ADJUSTED  
 DU1647  ___________________________________________________________________
 DU1647  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1647  DYNAMIC HT  -         408.018 (meters)    1338.64  (feet)  COMP
 DU1647  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 DU1647
 DU1647  VERT ORDER  -  SECOND    CLASS I
 DU1647
 DU1647.The horizontal coordinates were scaled from a topographic map and have
 DU1647.an estimated accuracy of +/- 6 seconds.
 DU1647
 DU1647.The orthometric height was determined by differential leveling
 DU1647.and adjusted in January 1998.
 DU1647
 DU1647.The geoid height was determined by GEOID03.
 DU1647
 DU1647.The dynamic height is computed by dividing the NAVD 88
 DU1647.geopotential number by the normal gravity value computed on the
 DU1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1647.degrees latitude (g = 980.6199 gals.).
 DU1647
 DU1647.The modeled gravity was interpolated from observed gravity values.
 DU1647
 DU1647;                    North         East    Units  Estimated Accuracy
 DU1647;SPC AZ C     -   264,620.      233,340.      MT  (+/- 180 meters Scaled)
 DU1647
 DU1647                          SUPERSEDED SURVEY CONTROL
 DU1647
 DU1647  NAVD 88 (11/29/93)  408.502  (m)         1340.23   (f) UNKNOWN     2 1
 DU1647
 DU1647.Superseded values are not recommended for survey control.
 DU1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1647.See file dsdata.txt to determine how the superseded data were derived.
 DU1647
 DU1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB347943(NAD 83)
 DU1647_MARKER: DD = SURVEY DISK
 DU1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1647_SP_SET: CONCRETE IRRIGATION BOX
 DU1647_STAMPING: 1340.442 1962
 DU1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1647
 DU1647  HISTORY     - Date     Condition        Report By
 DU1647  HISTORY     - 1962     MONUMENTED       RBNF
 DU1647  HISTORY     - 1981     GOOD             AZDT
 DU1647  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1647  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1647
 DU1647                          STATION DESCRIPTION
 DU1647
 DU1647'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1647'IN MESA.
 DU1647'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1647'POWER ROAD, THENCE WEST 0.98 MILE (1.57 KM) WEST ALONG THE
 DU1647'SUPERSTITION FREEWAY CORRIDOR TO THE ROOSEVELT WATER CONSERVATION
 DU1647'DISTRICT CANAL AND THE MARK, 15 FT (4.57 METERS) NORTH OF A CONTROL
 DU1647'GATE ON THE MAIN CANAL, ABOUT 150 FT (45.72 METERS) EAST OF RECKER
 DU1647'ROAD, A BRASS CAP, AGENCY UNKNOWN, SET FLUSH WITH THE TOP OF AN
 DU1647'IRRIGATION BOX.
 DU1647
 DU1647                          STATION RECOVERY (1994)
 DU1647
 DU1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1647'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1647
 DU1647                          STATION RECOVERY (2008)
 DU1647
 DU1647'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1647'THERE IS AN IRRIGATION CONTROL BOX AT THE DESCRIBED LOCATION, BUT NO
 DU1647'DISK TO BE FOUND ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB3210 ***********************************************************************
 AB3210  DESIGNATION -  1341.76 RESET
 AB3210  PID         -  AB3210
 AB3210  STATE/COUNTY-  AZ/LA PAZ
 AB3210  USGS QUAD   -  BEAR HILLS (1990)
 AB3210
 AB3210                         *CURRENT SURVEY CONTROL
 AB3210  ___________________________________________________________________
 AB3210* NAD 83(1986)-  33 40 52.     (N)    113 56 18.     (W)     SCALED    
 AB3210* NAVD 88     -       409.04   (+/-2cm)    1342.0    (feet)  VERTCON   
 AB3210  ___________________________________________________________________
 AB3210  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AB3210  VERT ORDER  -  THIRD (See Below)
 AB3210
 AB3210.The horizontal coordinates were scaled from a topographic map and have
 AB3210.an estimated accuracy of +/- 6 seconds.
 AB3210
 AB3210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3210.The vertical order pertains to the NGVD 29 superseded value.
 AB3210
 AB3210.The geoid height was determined by GEOID03.
 AB3210
 AB3210;                    North         East    Units  Estimated Accuracy
 AB3210;SPC AZ W     -   297,310.      195,900.      MT  (+/- 180 meters Scaled)
 AB3210
 AB3210                          SUPERSEDED SURVEY CONTROL
 AB3210
 AB3210  NGVD 29 (03/28/06)  408.35   (m)         1339.7    (f) RESET       3  
 AB3210
 AB3210.Superseded values are not recommended for survey control.
 AB3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3210.See file dsdata.txt to determine how the superseded data were derived.
 AB3210
 AB3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC275306(NAD 83)
 AB3210_MARKER: DB = BENCH MARK DISK
 AB3210_SETTING: 80 = SET IN A BOULDER
 AB3210_STAMPING: 1341.76 AHD 1933 RESET 1965
 AB3210_MARK LOGO: CGS   
 AB3210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3210+STABILITY: SURFACE MOTION
 AB3210
 AB3210  HISTORY     - Date     Condition        Report By
 AB3210  HISTORY     - 1965     MONUMENTED       CGS
 AB3210  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 AB3210
 AB3210                          STATION DESCRIPTION
 AB3210
 AB3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAW)
 AB3210'ABOUT 17.7 MILES (28.5 KM) EAST OF QUARTZSITE, 0.45 MILE (0.72 KM)
 AB3210'EAST OF THE BRENDA SERVICE STATION AND CAFE, 0.05 MILE (0.08 KM) EAST
 AB3210'OF A LARGE DRY WASH, ON THE SOUTHWEST SLOPE OF A LOW RIDGE, 110 FEET
 AB3210'(33.5 M) SOUTH OF THE CENTER OF US HIGHWAY 60, 6.0 FEET (1.8 M) SOUTH
 AB3210'OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE AND 2.0 FEET (0.6 M) NORTHWEST
 AB3210'OF A METAL WITNESS POST WITH SIGN ATTACHED.  IN THE BOULDER WHOSE
 AB3210'SURFACE MEASUREMENTS ARE 18 INCHES LONG, 12 INCHES WIDE AND PROJECTING
 AB3210'5 INCHES ABOVE THE SURFACE OF THE GROUND.
 AB3210
 AB3210                          STATION RECOVERY (2004)
 AB3210
 AB3210'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 AB3210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1167 ***********************************************************************
 DV1167  DESIGNATION -  1345.01
 DV1167  PID         -  DV1167
 DV1167  STATE/COUNTY-  AZ/LA PAZ
 DV1167  USGS QUAD   -  HOPE (1990)
 DV1167
 DV1167                         *CURRENT SURVEY CONTROL
 DV1167  ___________________________________________________________________
 DV1167* NAD 83(1986)-  33 43 13.     (N)    113 44 18.     (W)     SCALED    
 DV1167* NAVD 88     -       410.88   (+/-2cm)    1348.0    (feet)  VERTCON   
 DV1167  ___________________________________________________________________
 DV1167  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1167  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1167
 DV1167.The horizontal coordinates were scaled from a topographic map and have
 DV1167.an estimated accuracy of +/- 6 seconds.
 DV1167
 DV1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1167.The vertical order pertains to the NGVD 29 superseded value.
 DV1167
 DV1167.The geoid height was determined by GEOID03.
 DV1167
 DV1167;                    North         East    Units  Estimated Accuracy
 DV1167;SPC AZ W     -   301,640.      214,440.      MT  (+/- 180 meters Scaled)
 DV1167
 DV1167                          SUPERSEDED SURVEY CONTROL
 DV1167
 DV1167  NGVD 29 (??/??/92)  410.194  (m)         1345.78   (f) ADJ UNCH    1 2
 DV1167
 DV1167.Superseded values are not recommended for survey control.
 DV1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1167.See file dsdata.txt to determine how the superseded data were derived.
 DV1167
 DV1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC462345(NAD 83)
 DV1167_MARKER: DD = SURVEY DISK
 DV1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1167_SP_SET: BRIDGE
 DV1167_STAMPING: 1345.01 2553+46
 DV1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1167
 DV1167  HISTORY     - Date     Condition        Report By
 DV1167  HISTORY     - UNK      MONUMENTED       AZHD
 DV1167  HISTORY     - 1948     GOOD             NGS
 DV1167  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1167
 DV1167                          STATION DESCRIPTION
 DV1167
 DV1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1167'8.8 MI W FROM SALOME.
 DV1167'8.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, 2.0 MILES WEST OF
 DV1167'HOPE, AT STATION 2553+46, AT A CONCRETE BRIDGE, AND IN THE CENTER OF
 DV1167'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DV1167'DISK, STAMPED 1345.01 2553+46.
 DV1167
 DV1167                          STATION RECOVERY (1981)
 DV1167
 DV1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1167'NOT RECOVERED. NOTE-MARK IS BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1167'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1393 ***********************************************************************
 DV1393  DESIGNATION -  1345.72 RESET
 DV1393  PID         -  DV1393
 DV1393  STATE/COUNTY-  AZ/LA PAZ
 DV1393  USGS QUAD   -  BEAR HILLS (1990)
 DV1393
 DV1393                         *CURRENT SURVEY CONTROL
 DV1393  ___________________________________________________________________
 DV1393* NAD 83(1986)-  33 40 51.     (N)    113 56 25.     (W)     SCALED    
 DV1393* NAVD 88     -       409.738  (meters)    1344.28   (feet)  ADJUSTED  
 DV1393  ___________________________________________________________________
 DV1393  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1393  DYNAMIC HT  -         409.271 (meters)    1342.75  (feet)  COMP
 DV1393  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 DV1393
 DV1393  VERT ORDER  -  FIRST     CLASS II
 DV1393
 DV1393.The horizontal coordinates were scaled from a topographic map and have
 DV1393.an estimated accuracy of +/- 6 seconds.
 DV1393
 DV1393.The orthometric height was determined by differential leveling
 DV1393.and adjusted in June 1991.
 DV1393
 DV1393.The geoid height was determined by GEOID03.
 DV1393
 DV1393.The dynamic height is computed by dividing the NAVD 88
 DV1393.geopotential number by the normal gravity value computed on the
 DV1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1393.degrees latitude (g = 980.6199 gals.).
 DV1393
 DV1393.The modeled gravity was interpolated from observed gravity values.
 DV1393
 DV1393;                    North         East    Units  Estimated Accuracy
 DV1393;SPC AZ W     -   297,280.      195,720.      MT  (+/- 180 meters Scaled)
 DV1393
 DV1393                          SUPERSEDED SURVEY CONTROL
 DV1393
 DV1393.No superseded survey control is available for this station.
 DV1393
 DV1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC274306(NAD 83)
 DV1393_MARKER: DB = BENCH MARK DISK
 DV1393_SETTING: 80 = SET IN A BOULDER
 DV1393_SP_SET: BOULDER
 DV1393_STAMPING: 1345.72 A.H.D. 1933 RESET 1965
 DV1393_MARK LOGO: CGS   
 DV1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1393+STABILITY: SURFACE MOTION
 DV1393
 DV1393  HISTORY     - Date     Condition        Report By
 DV1393  HISTORY     - 1965     MONUMENTED       AZHD
 DV1393  HISTORY     - 1981     GOOD             NGS
 DV1393  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1393
 DV1393                          STATION DESCRIPTION
 DV1393
 DV1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1393'34.3 KM (21.3 MI) SW FROM SALOME.
 DV1393'34.7 KM (21.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1393'SALOME ROAD IN SALOME, 0.5 KM (0.3 MI) NORTHEAST OF THE BRENDA SERVICE
 DV1393'STATION AND CAFE, SET IN TOP OF A 2 X 3 FOOT BOULDER PROJECTING 1
 DV1393'FOOT, 71.6 METERS (235 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF THE
 DV1393'FIRST HIGHWAY BRIDGE OVER A WASH NORTHEAST OF BRENDA, 35.8 METERS (118
 DV1393'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FT)
 DV1393'SOUTHWEST OF A WHITE ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER NUMBER
 DV1393'P.O.S.L. 1921+45.88 AND A BRACED ANGLE IRON POST IN THE RIGHT-OF-WAY
 DV1393'FENCE, 1.9 METERS (6.3 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DV1393'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DV1393'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DV1393
 DV1393                          STATION RECOVERY (2004)
 DV1393
 DV1393'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0704 ***********************************************************************
 GP0704  DESIGNATION -  135 DOR
 GP0704  PID         -  GP0704
 GP0704  STATE/COUNTY-  AZ/NAVAJO
 GP0704  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0704
 GP0704                         *CURRENT SURVEY CONTROL
 GP0704  ___________________________________________________________________
 GP0704* NAD 83(1986)-  36 40 41.     (N)    110 32 28.     (W)     SCALED    
 GP0704* NAVD 88     -      2221.812  (meters)    7289.39   (feet)  ADJUSTED  
 GP0704  ___________________________________________________________________
 GP0704  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 GP0704  DYNAMIC HT  -        2218.973 (meters)    7280.08  (feet)  COMP
 GP0704  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 GP0704
 GP0704  VERT ORDER  -  SECOND    CLASS 0
 GP0704
 GP0704.The horizontal coordinates were scaled from a topographic map and have
 GP0704.an estimated accuracy of +/- 6 seconds.
 GP0704
 GP0704.The orthometric height was determined by differential leveling
 GP0704.and adjusted in June 1991.
 GP0704
 GP0704.The geoid height was determined by GEOID03.
 GP0704
 GP0704.The dynamic height is computed by dividing the NAVD 88
 GP0704.geopotential number by the normal gravity value computed on the
 GP0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0704.degrees latitude (g = 980.6199 gals.).
 GP0704
 GP0704.The modeled gravity was interpolated from observed gravity values.
 GP0704
 GP0704;                    North         East    Units  Estimated Accuracy
 GP0704;SPC AZ E     -   629,810.      179,890.      MT  (+/- 180 meters Scaled)
 GP0704
 GP0704                          SUPERSEDED SURVEY CONTROL
 GP0704
 GP0704.No superseded survey control is available for this station.
 GP0704
 GP0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF410592(NAD 83)
 GP0704_MARKER: DB = BENCH MARK DISK
 GP0704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0704_SP_SET: COPPER-CLAD STEEL ROD
 GP0704_STAMPING: 135 DOR 1969 7286
 GP0704_MARK LOGO: USGS  
 GP0704_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0704+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0704
 GP0704  HISTORY     - Date     Condition        Report By
 GP0704  HISTORY     - 1969     MONUMENTED       USGS
 GP0704
 GP0704                          STATION DESCRIPTION
 GP0704
 GP0704'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0704'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0704'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0704'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 9.6 MILES NORTH AND
 GP0704'NORTHWEST TO THE HEADQUARTERS BUILDING, 25 FEET SOUTHWEST OF THE
 GP0704'SOUTHWEST CORNER OF THE VISITOR CENTER BUILDING, 10 FEET EAST OF
 GP0704'-SANDAL TRAIL-, 7 FEET NORTH OF THE SIDEWALK, SET ON A COPPER-COATED
 GP0704'ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0261 ***********************************************************************
 DV0261  DESIGNATION -  1351
 DV0261  PID         -  DV0261
 DV0261  STATE/COUNTY-  AZ/MARICOPA
 DV0261  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0261
 DV0261                         *CURRENT SURVEY CONTROL
 DV0261  ___________________________________________________________________
 DV0261* NAD 83(1986)-  33 41 23.     (N)    112 24 56.     (W)     SCALED    
 DV0261* NAVD 88     -       412.157  (meters)    1352.22   (feet)  ADJUSTED  
 DV0261  ___________________________________________________________________
 DV0261  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0261  DYNAMIC HT  -         411.677 (meters)    1350.64  (feet)  COMP
 DV0261  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV0261
 DV0261  VERT ORDER  -  FIRST     CLASS II
 DV0261
 DV0261.The horizontal coordinates were scaled from a topographic map and have
 DV0261.an estimated accuracy of +/- 6 seconds.
 DV0261
 DV0261.The orthometric height was determined by differential leveling
 DV0261.and adjusted in June 1991.
 DV0261
 DV0261.The geoid height was determined by GEOID03.
 DV0261
 DV0261.The dynamic height is computed by dividing the NAVD 88
 DV0261.geopotential number by the normal gravity value computed on the
 DV0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0261.degrees latitude (g = 980.6199 gals.).
 DV0261
 DV0261.The modeled gravity was interpolated from observed gravity values.
 DV0261
 DV0261;                    North         East    Units  Estimated Accuracy
 DV0261;SPC AZ C     -   298,350.      167,110.      MT  (+/- 180 meters Scaled)
 DV0261
 DV0261                          SUPERSEDED SURVEY CONTROL
 DV0261
 DV0261  NGVD 29 (??/??/92)  411.694  (m)         1350.70   (f) ADJ UNCH    1 2
 DV0261
 DV0261.Superseded values are not recommended for survey control.
 DV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0261.See file dsdata.txt to determine how the superseded data were derived.
 DV0261
 DV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC687286(NAD 83)
 DV0261_MARKER: P = PIPE CAP
 DV0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0261+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV0261
 DV0261  HISTORY     - Date     Condition        Report By
 DV0261  HISTORY     - UNK      MONUMENTED       USGS
 DV0261  HISTORY     - 1933     GOOD             NGS
 DV0261  HISTORY     - 1939     GOOD             NGS
 DV0261  HISTORY     - 1981     POOR             NGS
 DV0261  HISTORY     - 20070429 GOOD             GEOCAC
 DV0261
 DV0261                          STATION DESCRIPTION
 DV0261
 DV0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0261'2.3 MI NW FROM BEARDSLEY.
 DV0261'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 0.2 MILES
 DV0261'NORTHWEST OF MILEPOST 167, 100 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0261
 DV0261                          STATION RECOVERY (1939)
 DV0261
 DV0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0261'RECOVERED IN GOOD CONDITION.
 DV0261
 DV0261                          STATION RECOVERY (1981)
 DV0261
 DV0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0261'MARK RECOVERED IN POOR CONDITION.
 DV0261
 DV0261                          STATION RECOVERY (2007)
 DV0261
 DV0261'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0261'THE MARK IS LEANING SLIGHTLY. IT MAY HAVE BEEN STRUCK, OR IT MIGHT
 DV0261'HAVE BEEN MONUMENTED THAT WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0291 ***********************************************************************
 FS0291  DESIGNATION -  1351+58.9
 FS0291  PID         -  FS0291
 FS0291  STATE/COUNTY-  AZ/MOHAVE
 FS0291  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0291
 FS0291                         *CURRENT SURVEY CONTROL
 FS0291  ___________________________________________________________________
 FS0291* NAD 83(1986)-  35 41 12.     (N)    114 28 09.     (W)     SCALED    
 FS0291* NAVD 88     -       754.382  (meters)    2475.00   (feet)  POSTED    
 FS0291  ___________________________________________________________________
 FS0291  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS0291  DYNAMIC HT  -         753.560 (meters)    2472.30  (feet)  COMP
 FS0291  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 FS0291
 FS0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0291
 FS0291.The horizontal coordinates were scaled from a topographic map and have
 FS0291.an estimated accuracy of +/- 6 seconds.
 FS0291
 FS0291.The orthometric height was determined by differential leveling
 FS0291.and adjusted by the  in 1992.
 FS0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0291.rate of 0.0 thru 1.0 mm/km.
 FS0291
 FS0291.The geoid height was determined by GEOID03.
 FS0291
 FS0291.The dynamic height is computed by dividing the NAVD 88
 FS0291.geopotential number by the normal gravity value computed on the
 FS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0291.degrees latitude (g = 980.6199 gals.).
 FS0291
 FS0291.The modeled gravity was interpolated from observed gravity values.
 FS0291
 FS0291;                    North         East    Units  Estimated Accuracy
 FS0291;SPC AZ W     -   520,010.      148,270.      MT  (+/- 180 meters Scaled)
 FS0291
 FS0291                          SUPERSEDED SURVEY CONTROL
 FS0291
 FS0291  NGVD 29 (??/??/92)  753.67   (m)         2472.7    (f) COMPUTED    1 1
 FS0291
 FS0291.Superseded values are not recommended for survey control.
 FS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0291.See file dsdata.txt to determine how the superseded data were derived.
 FS0291
 FS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV290521(NAD 83)
 FS0291_MARKER: DD = SURVEY DISK
 FS0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0291_SP_SET: CULVERT
 FS0291_STAMPING: 2474.00 1351+58.9 1940
 FS0291_MARK LOGO: AZHD  
 FS0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0291
 FS0291  HISTORY     - Date     Condition        Report By
 FS0291  HISTORY     - 1940     MONUMENTED       AZHD
 FS0291  HISTORY     - 1949     GOOD             NGS
 FS0291  HISTORY     - 1982     GOOD             NGS
 FS0291
 FS0291                          STATION DESCRIPTION
 FS0291
 FS0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0291'23.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0291'23.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0291'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.3 MILE SOUTHEAST
 FS0291'OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO AN ARIZONA STATE
 FS0291'HIGHWAY MAINTENANCE CAMP, AT A DOUBLE 3- BY 6-FOOT CONCRETE BOX
 FS0291'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 FS0291'HEAD WALL, 15.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0291'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0291
 FS0291                          STATION RECOVERY (1982)
 FS0291
 FS0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0291'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0111 ***********************************************************************
 DA0111  DESIGNATION -  1351+75
 DA0111  PID         -  DA0111
 DA0111  STATE/COUNTY-  AZ/MARICOPA
 DA0111  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0111
 DA0111                         *CURRENT SURVEY CONTROL
 DA0111  ___________________________________________________________________
 DA0111* NAD 83(1986)-  32 50 46.     (N)    112 17 22.     (W)     SCALED    
 DA0111* NAVD 88     -       539.18   (+/-2cm)    1769.0    (feet)  VERTCON   
 DA0111  ___________________________________________________________________
 DA0111  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0111
 DA0111.The horizontal coordinates were scaled from a topographic map and have
 DA0111.an estimated accuracy of +/- 6 seconds.
 DA0111
 DA0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0111.The vertical order pertains to the NGVD 29 superseded value.
 DA0111
 DA0111.The geoid height was determined by GEOID03.
 DA0111
 DA0111;                    North         East    Units  Estimated Accuracy
 DA0111;SPC AZ C     -   204,750.      178,470.      MT  (+/- 180 meters Scaled)
 DA0111
 DA0111                          SUPERSEDED SURVEY CONTROL
 DA0111
 DA0111  NGVD 29 (??/??/92)  538.525  (m)         1766.81   (f) ADJ UNCH    2 0
 DA0111
 DA0111.Superseded values are not recommended for survey control.
 DA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0111.See file dsdata.txt to determine how the superseded data were derived.
 DA0111
 DA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB793349(NAD 83)
 DA0111_MARKER: DD = SURVEY DISK
 DA0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0111_SP_SET: BRIDGE
 DA0111_STAMPING: 1351+75 1766.72 1959
 DA0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0111
 DA0111  HISTORY     - Date     Condition        Report By
 DA0111  HISTORY     - 1959     MONUMENTED       AZHD
 DA0111  HISTORY     - 1960     GOOD             NGS
 DA0111
 DA0111                          STATION DESCRIPTION
 DA0111
 DA0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0111'19.3 MI W FROM STANFIELD.
 DA0111'19.3 MILES WEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 DA0111'STANFIELD, 0.1 MILE EAST OF MILE POST 146, 25 FEET NORTH OF THE CENTER
 DA0111'LINE OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 DA0111'NORTH HEADWALL OF A LARGE CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0076 ***********************************************************************
 DA0076  DESIGNATION -  1352.09
 DA0076  PID         -  DA0076
 DA0076  STATE/COUNTY-  AZ/PINAL
 DA0076  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0076
 DA0076                         *CURRENT SURVEY CONTROL
 DA0076  ___________________________________________________________________
 DA0076* NAD 83(1986)-  32 52 45.     (N)    112 01 57.     (W)     SCALED    
 DA0076* NAVD 88     -       412.74   (+/-2cm)    1354.1    (feet)  VERTCON   
 DA0076  ___________________________________________________________________
 DA0076  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0076
 DA0076.The horizontal coordinates were scaled from a topographic map and have
 DA0076.an estimated accuracy of +/- 6 seconds.
 DA0076
 DA0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0076.The vertical order pertains to the NGVD 29 superseded value.
 DA0076
 DA0076.The geoid height was determined by GEOID03.
 DA0076
 DA0076;                    North         East    Units  Estimated Accuracy
 DA0076;SPC AZ C     -   208,360.      202,520.      MT  (+/- 180 meters Scaled)
 DA0076
 DA0076                          SUPERSEDED SURVEY CONTROL
 DA0076
 DA0076  NGVD 29 (??/??/92)  412.158  (m)         1352.22   (f) ADJ UNCH    2 0
 DA0076
 DA0076.Superseded values are not recommended for survey control.
 DA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0076.See file dsdata.txt to determine how the superseded data were derived.
 DA0076
 DA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034383(NAD 83)
 DA0076_MARKER: DD = SURVEY DISK
 DA0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0076_SP_SET: RETAINING WALL
 DA0076_STAMPING: 1352.09 2242 + 01 1934
 DA0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0076
 DA0076  HISTORY     - Date     Condition        Report By
 DA0076  HISTORY     - 1934     MONUMENTED       AZHD
 DA0076  HISTORY     - 1951     GOOD             NGS
 DA0076  HISTORY     - 1963     MARK NOT FOUND   NGS
 DA0076
 DA0076                          STATION DESCRIPTION
 DA0076
 DA0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0076'3.5 MI W FROM STANFIELD.
 DA0076'3.5 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0076'STANFIELD, AT A WIDE DIP, ABOUT 85 YARDS WEST OF AND ACROSS THE
 DA0076'HIGHWAY FROM HIGHWAY MILEPOST 162, IN THE TOP OF THE WEST END OF A
 DA0076'CONCRETE RETAINING WALL, 75 FEET WEST OF THE CENTER OF THE DIP, 13 1/2
 DA0076'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT EAST OF THE
 DA0076'WEST END OF THE WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0076
 DA0076                          STATION RECOVERY (1963)
 DA0076
 DA0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DA0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1065 ***********************************************************************
 DA1065  DESIGNATION -  1353+15
 DA1065  PID         -  DA1065
 DA1065  STATE/COUNTY-  AZ/YUMA
 DA1065  USGS QUAD   -  TACNA (1982)
 DA1065
 DA1065                         *CURRENT SURVEY CONTROL
 DA1065  ___________________________________________________________________
 DA1065* NAD 83(1986)-  32 42 28.     (N)    113 52 58.     (W)     SCALED    
 DA1065* NAVD 88     -        97.841  (meters)     321.00   (feet)  ADJUSTED  
 DA1065  ___________________________________________________________________
 DA1065  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DA1065  DYNAMIC HT  -          97.728 (meters)     320.63  (feet)  COMP
 DA1065  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 DA1065
 DA1065  VERT ORDER  -  FIRST     CLASS II
 DA1065
 DA1065.The horizontal coordinates were scaled from a topographic map and have
 DA1065.an estimated accuracy of +/- 6 seconds.
 DA1065
 DA1065.The orthometric height was determined by differential leveling
 DA1065.and adjusted in June 1991.
 DA1065
 DA1065.The geoid height was determined by GEOID03.
 DA1065
 DA1065.The dynamic height is computed by dividing the NAVD 88
 DA1065.geopotential number by the normal gravity value computed on the
 DA1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1065.degrees latitude (g = 980.6199 gals.).
 DA1065
 DA1065.The modeled gravity was interpolated from observed gravity values.
 DA1065
 DA1065;                    North         East    Units  Estimated Accuracy
 DA1065;SPC AZ W     -   189,360.      200,910.      MT  (+/- 180 meters Scaled)
 DA1065
 DA1065                          SUPERSEDED SURVEY CONTROL
 DA1065
 DA1065  NGVD 29 (??/??/92)   97.181  (m)          318.83   (f) ADJ UNCH    1 2
 DA1065
 DA1065.Superseded values are not recommended for survey control.
 DA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1065.See file dsdata.txt to determine how the superseded data were derived.
 DA1065
 DA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB297225(NAD 83)
 DA1065_MARKER: DD = SURVEY DISK
 DA1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1065_SP_SET: BRIDGE
 DA1065_STAMPING: 319.27 1353+15 1353+80.83 1941
 DA1065_MARK LOGO: AZHD  
 DA1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1065
 DA1065  HISTORY     - Date     Condition        Report By
 DA1065  HISTORY     - 1941     MONUMENTED       AZHD
 DA1065  HISTORY     - 1962     GOOD             NGS
 DA1065  HISTORY     - 1981     GOOD             NGS
 DA1065  HISTORY     - 1981     GOOD             NGS
 DA1065  HISTORY     - 20090206 GOOD             GEOCAC
 DA1065
 DA1065                          STATION DESCRIPTION
 DA1065
 DA1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1065'3.1 MI E FROM TACNA.
 DA1065'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 DA1065'TACNA, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 DA1065'SOUTH GUARDRAIL OF A HIGHWAY BRIDGE OVER A WASH, 156 FEET NORTH OF
 DA1065'WOODEN RAILROAD BRIDGE NUMBER 785.06 ON THE SOUTHERN PACIFIC RAILWAY,
 DA1065'AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 DA1065
 DA1065                          STATION RECOVERY (1981)
 DA1065
 DA1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1065'RECOVERED IN GOOD CONDITION.
 DA1065
 DA1065                          STATION RECOVERY (1981)
 DA1065
 DA1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1065'RECOVERED IN GOOD CONDITION.
 DA1065
 DA1065                          STATION RECOVERY (2009)
 DA1065
 DA1065'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1065'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1065' 
 DA1065'OF N 32 42' 27.8 W 113 52' 57.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0305 ***********************************************************************
 DV0305  DESIGNATION -  1358
 DV0305  PID         -  DV0305
 DV0305  STATE/COUNTY-  AZ/MARICOPA
 DV0305  USGS QUAD   -  MOBILE (1978)
 DV0305
 DV0305                         *CURRENT SURVEY CONTROL
 DV0305  ___________________________________________________________________
 DV0305* NAD 83(1986)-  33 02 52.     (N)    112 18 00.     (W)     SCALED    
 DV0305* NAVD 88     -       414.55   (+/-2cm)    1360.1    (feet)  VERTCON   
 DV0305  ___________________________________________________________________
 DV0305  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0305  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0305
 DV0305.The horizontal coordinates were scaled from a topographic map and have
 DV0305.an estimated accuracy of +/- 6 seconds.
 DV0305
 DV0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0305.The vertical order pertains to the NGVD 29 superseded value.
 DV0305
 DV0305.The geoid height was determined by GEOID03.
 DV0305
 DV0305;                    North         East    Units  Estimated Accuracy
 DV0305;SPC AZ C     -   227,120.      177,560.      MT  (+/- 180 meters Scaled)
 DV0305
 DV0305                          SUPERSEDED SURVEY CONTROL
 DV0305
 DV0305  NGVD 29 (??/??/92)  413.93   (m)         1358.0    (f) COMPUTED    1 2
 DV0305
 DV0305.Superseded values are not recommended for survey control.
 DV0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0305.See file dsdata.txt to determine how the superseded data were derived.
 DV0305
 DV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB786573(NAD 83)
 DV0305_MARKER: P = PIPE CAP
 DV0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0305
 DV0305  HISTORY     - Date     Condition        Report By
 DV0305  HISTORY     - UNK      MONUMENTED       USGS
 DV0305  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0305
 DV0305                          STATION DESCRIPTION
 DV0305
 DV0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0305'1.3 MI SW FROM MOBILE.
 DV0305'1.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0305'STATION SIGN AT MOBILE, 1/4 MILE SOUTHWEST OF BRIDGE 882 C, 145 FEET
 DV0305'NORTHEAST OF RAIL-TOP CULVERT 882 B, AND 60 FEET SOUTHEAST OF THE
 DV0305'TRACK.  A USGS STANDARD CAP RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DV0305'PIPE.  NOTE-- IT IS BELIEVED THAT THE MARK WAS EITHER COVERED OR
 DV0305'DESTROYED BY CONSTRUCTION ALONG THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0433 ***********************************************************************
 CZ0433  DESIGNATION -  1358+85
 CZ0433  PID         -  CZ0433
 CZ0433  STATE/COUNTY-  AZ/PINAL
 CZ0433  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0433
 CZ0433                         *CURRENT SURVEY CONTROL
 CZ0433  ___________________________________________________________________
 CZ0433* NAD 83(1986)-  32 43 55.     (N)    111 07 00.     (W)     SCALED    
 CZ0433* NAVD 88     -       847.88   (+/-2cm)    2781.8    (feet)  VERTCON   
 CZ0433  ___________________________________________________________________
 CZ0433  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0433
 CZ0433.The horizontal coordinates were scaled from a topographic map and have
 CZ0433.an estimated accuracy of +/- 6 seconds.
 CZ0433
 CZ0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0433.The vertical order pertains to the NGVD 29 superseded value.
 CZ0433
 CZ0433.The geoid height was determined by GEOID03.
 CZ0433
 CZ0433;                    North         East    Units  Estimated Accuracy
 CZ0433;SPC AZ C     -   192,310.      288,340.      MT  (+/- 180 meters Scaled)
 CZ0433
 CZ0433                          SUPERSEDED SURVEY CONTROL
 CZ0433
 CZ0433  NGVD 29 (??/??/92)  847.258  (m)         2779.71   (f) ADJ UNCH    2 0
 CZ0433
 CZ0433.Superseded values are not recommended for survey control.
 CZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0433.See file dsdata.txt to determine how the superseded data were derived.
 CZ0433
 CZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB890215(NAD 83)
 CZ0433_MARKER: DD = SURVEY DISK
 CZ0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0433_SP_SET: CULVERT
 CZ0433_STAMPING: 1358+85 2779.48
 CZ0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0433+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ0433
 CZ0433  HISTORY     - Date     Condition        Report By
 CZ0433  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0433  HISTORY     - 1962     GOOD             NGS
 CZ0433  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0433
 CZ0433                          STATION DESCRIPTION
 CZ0433
 CZ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0433'15.7 MI NW FROM ORACLE JUNCTION.
 CZ0433'15.7 MILES NORTHWEST AALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0433'JUNCTION, 15.8 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 80, 5.8
 CZ0433'FEET NORTHWEST OF THE SOUTH END OF THE CULVERT, A STANDARD DISK SET IN
 CZ0433'A DRILLHOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.
 CZ0433
 CZ0433                          STATION RECOVERY (2007)
 CZ0433
 CZ0433'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0433'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0433'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79,
 CZ0433'AND THE MARK IS LOCATED IN THE CENTER OF THE SOUTHWEST HEADWALL OF THE
 CZ0433'CULVERT. HANDHELD COORDINATES
 CZ0433'32 43 54.3 (N)   111 07 00.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0705 ***********************************************************************
 GP0705  DESIGNATION -  136 DOR
 GP0705  PID         -  GP0705
 GP0705  STATE/COUNTY-  AZ/NAVAJO
 GP0705  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0705
 GP0705                         *CURRENT SURVEY CONTROL
 GP0705  ___________________________________________________________________
 GP0705* NAD 83(1986)-  36 40 06.     (N)    110 31 53.     (W)     SCALED    
 GP0705* NAVD 88     -      2227.889  (meters)    7309.33   (feet)  ADJUSTED  
 GP0705  ___________________________________________________________________
 GP0705  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 GP0705  DYNAMIC HT  -        2225.064 (meters)    7300.06  (feet)  COMP
 GP0705  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 GP0705
 GP0705  VERT ORDER  -  SECOND    CLASS 0
 GP0705
 GP0705.The horizontal coordinates were scaled from a topographic map and have
 GP0705.an estimated accuracy of +/- 6 seconds.
 GP0705
 GP0705.The orthometric height was determined by differential leveling
 GP0705.and adjusted in June 1991.
 GP0705
 GP0705.The geoid height was determined by GEOID03.
 GP0705
 GP0705.The dynamic height is computed by dividing the NAVD 88
 GP0705.geopotential number by the normal gravity value computed on the
 GP0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0705.degrees latitude (g = 980.6199 gals.).
 GP0705
 GP0705.The modeled gravity was interpolated from observed gravity values.
 GP0705
 GP0705;                    North         East    Units  Estimated Accuracy
 GP0705;SPC AZ E     -   628,730.      180,760.      MT  (+/- 180 meters Scaled)
 GP0705
 GP0705                          SUPERSEDED SURVEY CONTROL
 GP0705
 GP0705.No superseded survey control is available for this station.
 GP0705
 GP0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF418581(NAD 83)
 GP0705_MARKER: DB = BENCH MARK DISK
 GP0705_SETTING: 66 = SET IN ROCK OUTCROP
 GP0705_SP_SET: ROCK OUTCROP
 GP0705_STAMPING: 136 DOR 1969 7306
 GP0705_MARK LOGO: USGS  
 GP0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0705+STABILITY: POSITION/ELEVATION WELL
 GP0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0705+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0705
 GP0705  HISTORY     - Date     Condition        Report By
 GP0705  HISTORY     - 1969     MONUMENTED       USGS
 GP0705
 GP0705                          STATION DESCRIPTION
 GP0705
 GP0705'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0705'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0705'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0705'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 8.6 MILES NORTH AND
 GP0705'NORTHWEST TO A WIDE SPOT IN THE PAVEMENT, 64 FEET SOUTHWEST AND 7
 GP0705'FEET LOWER THAN THE ROAD, 2 FEET NORTHEAST OF A WITNESS, IN A LARGE
 GP0705'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1430 ***********************************************************************
 CZ1430  DESIGNATION -  1361+93.77
 CZ1430  PID         -  CZ1430
 CZ1430  STATE/COUNTY-  AZ/PIMA
 CZ1430  USGS QUAD   -  MARANA (1992)
 CZ1430
 CZ1430                         *CURRENT SURVEY CONTROL
 CZ1430  ___________________________________________________________________
 CZ1430* NAD 83(1986)-  32 24 09.     (N)    111 08 44.     (W)     SCALED    
 CZ1430* NAVD 88     -       631.620  (meters)    2072.24   (feet)  ADJUSTED  
 CZ1430  ___________________________________________________________________
 CZ1430  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1430  DYNAMIC HT  -         630.783 (meters)    2069.49  (feet)  COMP
 CZ1430  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 CZ1430
 CZ1430  VERT ORDER  -  FIRST     CLASS II
 CZ1430
 CZ1430.The horizontal coordinates were scaled from a topographic map and have
 CZ1430.an estimated accuracy of +/- 6 seconds.
 CZ1430
 CZ1430.The orthometric height was determined by differential leveling
 CZ1430.and adjusted in June 1991.
 CZ1430
 CZ1430.The geoid height was determined by GEOID03.
 CZ1430
 CZ1430.The dynamic height is computed by dividing the NAVD 88
 CZ1430.geopotential number by the normal gravity value computed on the
 CZ1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1430.degrees latitude (g = 980.6199 gals.).
 CZ1430
 CZ1430.The modeled gravity was interpolated from observed gravity values.
 CZ1430
 CZ1430;                    North         East    Units  Estimated Accuracy
 CZ1430;SPC AZ C     -   155,760.      285,900.      MT  (+/- 180 meters Scaled)
 CZ1430
 CZ1430                          SUPERSEDED SURVEY CONTROL
 CZ1430
 CZ1430.No superseded survey control is available for this station.
 CZ1430
 CZ1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA863850(NAD 83)
 CZ1430_MARKER: DB = BENCH MARK DISK
 CZ1430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1430_SP_SET: BRIDGE CURB
 CZ1430_STAMPING: 2070.25 1361+93.77 55
 CZ1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1430+STABILITY: SURFACE MOTION
 CZ1430
 CZ1430  HISTORY     - Date     Condition        Report By
 CZ1430  HISTORY     - 1955     MONUMENTED       AZHD
 CZ1430  HISTORY     - 1980     GOOD             NGS
 CZ1430  HISTORY     - 19960204 GOOD             USPSQD
 CZ1430  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ1430
 CZ1430                          STATION DESCRIPTION
 CZ1430
 CZ1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1430'26.9 KM NW FROM TUCSON.
 CZ1430'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1430'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.6 KILOMETERS (1.0 MILE)
 CZ1430'WEST ALONG AVRA VALLEY ROAD, SET IN TOP OF THE SOUTHEAST CONCRETE
 CZ1430'CURB AND GUARD RAIL OF A CONCRETE BRIDGE OVER THE SANTA CRUZ RIVER,
 CZ1430'4.0 METERS (13.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 CZ1430'5.6 METERS (18.2 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CURB
 CZ1430'AND 0.6 METER (2.0 FEET) NORTHEAST OF AN EXPANSION JOINT.
 CZ1430'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
 CZ1430
 CZ1430                          STATION RECOVERY (1996)
 CZ1430
 CZ1430'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1430'RECOVERED IN GOOD CONDITION.
 CZ1430
 CZ1430                          STATION RECOVERY (2007)
 CZ1430
 CZ1430'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0682 ***********************************************************************
 DW0682  DESIGNATION -  1365+21.70
 DW0682  PID         -  DW0682
 DW0682  STATE/COUNTY-  AZ/LA PAZ
 DW0682  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0682
 DW0682                         *CURRENT SURVEY CONTROL
 DW0682  ___________________________________________________________________
 DW0682* NAD 83(1986)-  33 40 45.     (N)    114 05 44.     (W)     SCALED    
 DW0682* NAVD 88     -       431.27   (+/-2cm)    1414.9    (feet)  VERTCON   
 DW0682  ___________________________________________________________________
 DW0682  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DW0682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0682
 DW0682.The horizontal coordinates were scaled from a topographic map and have
 DW0682.an estimated accuracy of +/- 6 seconds.
 DW0682
 DW0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0682.The vertical order pertains to the NGVD 29 superseded value.
 DW0682
 DW0682.The geoid height was determined by GEOID03.
 DW0682
 DW0682;                    North         East    Units  Estimated Accuracy
 DW0682;SPC AZ W     -   297,130.      181,320.      MT  (+/- 180 meters Scaled)
 DW0682
 DW0682                          SUPERSEDED SURVEY CONTROL
 DW0682
 DW0682  NGVD 29 (??/??/??)  430.574  (m)         1412.64   (f) ADJUSTED    2 0
 DW0682
 DW0682.Superseded values are not recommended for survey control.
 DW0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0682.See file dsdata.txt to determine how the superseded data were derived.
 DW0682
 DW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT692303(NAD 83)
 DW0682_MARKER: DD = SURVEY DISK
 DW0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0682_STAMPING: 1365+2170 150.12 1953
 DW0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0682+STABILITY: SURFACE MOTION
 DW0682
 DW0682  HISTORY     - Date     Condition        Report By
 DW0682  HISTORY     - 1953     MONUMENTED       AZHD
 DW0682  HISTORY     - 1962     GOOD             NGS
 DW0682  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0682
 DW0682                          STATION DESCRIPTION
 DW0682
 DW0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0682'8.2 MI E FROM QUARTZSITE.
 DW0682'ABOUT 8.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0682'POST OFFICE AT QUARTZSITE, 157 FEET SOUTH OF THE CENTER OF THE
 DW0682'EAST BOUND LANE, 17 FEET SOUTH OF A RIGHT OF WAY POST, 0.5 FOOT
 DW0682'SOUTH OF RIGHT OF WAY FENCE, 2 FEET WEST OF RIGHT OF WAY POST,
 DW0682'4.2 FEET EAST OF A METAL WITNESS POST, AND IS SET IN TOP OF A
 DW0682'CONCRETE POST PROJECTING 1 INCH.
 DW0682
 DW0682                          STATION RECOVERY (1981)
 DW0682
 DW0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0682'NOT RECOVERED. NOTE-CONCRETE POST WAS FOUND AT DESCRIBED LOCATION BUT
 DW0682'THE DISK WAS NOT INTACT, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0602 ***********************************************************************
 GR0602  DESIGNATION -  1366.63
 GR0602  PID         -  GR0602
 GR0602  STATE/COUNTY-  AZ/MOHAVE
 GR0602  USGS QUAD   -  HOOVER DAM (1997)
 GR0602
 GR0602                         *CURRENT SURVEY CONTROL
 GR0602  ___________________________________________________________________
 GR0602* NAD 83(1986)-  36 00 36.     (N)    114 43 44.     (W)     SCALED    
 GR0602* NAVD 88     -       416.220  (meters)    1365.55   (feet)  POSTED    
 GR0602  ___________________________________________________________________
 GR0602  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0602  DYNAMIC HT  -         415.810 (meters)    1364.20  (feet)  COMP
 GR0602  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 GR0602
 GR0602  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0602
 GR0602.The horizontal coordinates were scaled from a topographic map and have
 GR0602.an estimated accuracy of +/- 6 seconds.
 GR0602
 GR0602.The orthometric height was determined by differential leveling
 GR0602.and adjusted by the  in 1992.
 GR0602.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0602.rate of 2.1 thru 3.0 mm/km.
 GR0602
 GR0602.The geoid height was determined by GEOID03.
 GR0602
 GR0602.The dynamic height is computed by dividing the NAVD 88
 GR0602.geopotential number by the normal gravity value computed on the
 GR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0602.degrees latitude (g = 980.6199 gals.).
 GR0602
 GR0602.The modeled gravity was interpolated from observed gravity values.
 GR0602
 GR0602;                    North         East    Units  Estimated Accuracy
 GR0602;SPC AZ W     -   556,080.      125,120.      MT  (+/- 180 meters Scaled)
 GR0602
 GR0602                          SUPERSEDED SURVEY CONTROL
 GR0602
 GR0602  NGVD 29 (??/??/92)  415.52   (m)         1363.3    (f) COMPUTED    1 1
 GR0602
 GR0602.Superseded values are not recommended for survey control.
 GR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0602.See file dsdata.txt to determine how the superseded data were derived.
 GR0602
 GR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV046874(NAD 83)
 GR0602_MARKER: P = PIPE CAP
 GR0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0602_STAMPING: 1366.63 1935
 GR0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0602
 GR0602  HISTORY     - Date     Condition        Report By
 GR0602  HISTORY     - 1935     MONUMENTED       BPR
 GR0602  HISTORY     - 1950     GOOD             NGS
 GR0602  HISTORY     - 1963     GOOD             NGS
 GR0602  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0602
 GR0602                          STATION DESCRIPTION
 GR0602
 GR0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0602'1.1 MI E FROM HOOVER DAM.
 GR0602'1.1 MILES EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0602'OF HOOVER DAM, AT THE SOUTH END OF A SMALL PARKING AREA, 31.5 FEET
 GR0602'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.0 FEET WEST OF THE
 GR0602'NORTHWEST END OF A GUARD RAIL, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 GR0602'AND SCREWED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT
 GR0602'ABOVE THE GROUND.
 GR0602
 GR0602                          STATION RECOVERY (1963)
 GR0602
 GR0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0602'RECOVERED IN GOOD CONDITION.
 GR0602
 GR0602                          STATION RECOVERY (1979)
 GR0602
 GR0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1168 ***********************************************************************
 DV1168  DESIGNATION -  1368.45
 DV1168  PID         -  DV1168
 DV1168  STATE/COUNTY-  AZ/LA PAZ
 DV1168  USGS QUAD   -  HOPE (1990)
 DV1168
 DV1168                         *CURRENT SURVEY CONTROL
 DV1168  ___________________________________________________________________
 DV1168* NAD 83(1986)-  33 43 16.     (N)    113 43 53.     (W)     SCALED    
 DV1168* NAVD 88     -       418.07   (+/-2cm)    1371.6    (feet)  VERTCON   
 DV1168  ___________________________________________________________________
 DV1168  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1168  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1168
 DV1168.The horizontal coordinates were scaled from a topographic map and have
 DV1168.an estimated accuracy of +/- 6 seconds.
 DV1168
 DV1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1168.The vertical order pertains to the NGVD 29 superseded value.
 DV1168
 DV1168.The geoid height was determined by GEOID03.
 DV1168
 DV1168;                    North         East    Units  Estimated Accuracy
 DV1168;SPC AZ W     -   301,730.      215,090.      MT  (+/- 180 meters Scaled)
 DV1168
 DV1168                          SUPERSEDED SURVEY CONTROL
 DV1168
 DV1168  NGVD 29 (??/??/92)  417.385  (m)         1369.37   (f) ADJ UNCH    1 2
 DV1168
 DV1168.Superseded values are not recommended for survey control.
 DV1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1168.See file dsdata.txt to determine how the superseded data were derived.
 DV1168
 DV1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC469345(NAD 83)
 DV1168_MARKER: DD = SURVEY DISK
 DV1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1168_SP_SET: WALL
 DV1168_STAMPING: 1368.45 2575+01.25
 DV1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1168
 DV1168  HISTORY     - Date     Condition        Report By
 DV1168  HISTORY     - UNK      MONUMENTED       AZHD
 DV1168  HISTORY     - 1948     GOOD             NGS
 DV1168  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1168
 DV1168                          STATION DESCRIPTION
 DV1168
 DV1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1168'8.5 MI W FROM SALOME.
 DV1168'8.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 1.6
 DV1168'MILES WEST OF HOPE, AT STATION 2575+01.25, AT A SMALL CONCRETE BRIDGE,
 DV1168'AND IN THE CENTER OF THE TOP OF THE SOUTH PARAPET WALL.  AN ARIZONA
 DV1168'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1368.45 2575+01.25.
 DV1168
 DV1168                          STATION RECOVERY (1981)
 DV1168
 DV1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1168'NOT RECOVERED. NOTE-MARK IS BELIEVED DESTROYED ALONG WITH HEADWALL
 DV1168'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0706 ***********************************************************************
 GP0706  DESIGNATION -  137 DOR
 GP0706  PID         -  GP0706
 GP0706  STATE/COUNTY-  AZ/NAVAJO
 GP0706  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0706
 GP0706                         *CURRENT SURVEY CONTROL
 GP0706  ___________________________________________________________________
 GP0706* NAD 83(1986)-  36 39 23.     (N)    110 31 17.     (W)     SCALED    
 GP0706* NAVD 88     -      2172.027  (meters)    7126.06   (feet)  ADJUSTED  
 GP0706  ___________________________________________________________________
 GP0706  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GP0706  DYNAMIC HT  -        2169.289 (meters)    7117.08  (feet)  COMP
 GP0706  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 GP0706
 GP0706  VERT ORDER  -  SECOND    CLASS 0
 GP0706
 GP0706.The horizontal coordinates were scaled from a topographic map and have
 GP0706.an estimated accuracy of +/- 6 seconds.
 GP0706
 GP0706.The orthometric height was determined by differential leveling
 GP0706.and adjusted in June 1991.
 GP0706
 GP0706.The geoid height was determined by GEOID03.
 GP0706
 GP0706.The dynamic height is computed by dividing the NAVD 88
 GP0706.geopotential number by the normal gravity value computed on the
 GP0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0706.degrees latitude (g = 980.6199 gals.).
 GP0706
 GP0706.The modeled gravity was interpolated from observed gravity values.
 GP0706
 GP0706;                    North         East    Units  Estimated Accuracy
 GP0706;SPC AZ E     -   627,400.      181,650.      MT  (+/- 180 meters Scaled)
 GP0706
 GP0706                          SUPERSEDED SURVEY CONTROL
 GP0706
 GP0706.No superseded survey control is available for this station.
 GP0706
 GP0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF427568(NAD 83)
 GP0706_MARKER: DB = BENCH MARK DISK
 GP0706_SETTING: 66 = SET IN ROCK OUTCROP
 GP0706_SP_SET: ROCK OUTCROP
 GP0706_STAMPING: 137 DOR 1969 7123
 GP0706_MARK LOGO: USGS  
 GP0706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0706+STABILITY: POSITION/ELEVATION WELL
 GP0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0706+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0706
 GP0706  HISTORY     - Date     Condition        Report By
 GP0706  HISTORY     - 1969     MONUMENTED       USGS
 GP0706
 GP0706                          STATION DESCRIPTION
 GP0706
 GP0706'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0706'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0706'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0706'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 7.4 MILES NORTH AND
 GP0706'NORTHWEST, 0.1 MILE EAST OF A T-ROAD SOUTHWEST, 110 FEET NORTHEAST
 GP0706'AND 7 FEET HIGHER THAN THE ROAD, 1 FOOT SOUTHWEST OF A WITNESS, IN A
 GP0706'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0289 ***********************************************************************
 FS0289  DESIGNATION -  1376+45
 FS0289  PID         -  FS0289
 FS0289  STATE/COUNTY-  AZ/MOHAVE
 FS0289  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0289
 FS0289                         *CURRENT SURVEY CONTROL
 FS0289  ___________________________________________________________________
 FS0289* NAD 83(1986)-  35 41 36.     (N)    114 28 15.     (W)     SCALED    
 FS0289* NAVD 88     -       747.998  (meters)    2454.06   (feet)  POSTED    
 FS0289  ___________________________________________________________________
 FS0289  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS0289  DYNAMIC HT  -         747.190 (meters)    2451.41  (feet)  COMP
 FS0289  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 FS0289
 FS0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0289
 FS0289.The horizontal coordinates were scaled from a topographic map and have
 FS0289.an estimated accuracy of +/- 6 seconds.
 FS0289
 FS0289.The orthometric height was determined by differential leveling
 FS0289.and adjusted by the  in 1992.
 FS0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0289.rate of 0.0 thru 1.0 mm/km.
 FS0289
 FS0289.The geoid height was determined by GEOID03.
 FS0289
 FS0289.The dynamic height is computed by dividing the NAVD 88
 FS0289.geopotential number by the normal gravity value computed on the
 FS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0289.degrees latitude (g = 980.6199 gals.).
 FS0289
 FS0289.The modeled gravity was interpolated from observed gravity values.
 FS0289
 FS0289;                    North         East    Units  Estimated Accuracy
 FS0289;SPC AZ W     -   520,750.      148,120.      MT  (+/- 180 meters Scaled)
 FS0289
 FS0289                          SUPERSEDED SURVEY CONTROL
 FS0289
 FS0289  NGVD 29 (??/??/92)  747.293  (m)         2451.74   (f) ADJ UNCH    1 1
 FS0289
 FS0289.Superseded values are not recommended for survey control.
 FS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0289.See file dsdata.txt to determine how the superseded data were derived.
 FS0289
 FS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV288528(NAD 83)
 FS0289_MARKER: DD = SURVEY DISK
 FS0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0289_SP_SET: CULVERT
 FS0289_STAMPING: 1376+45 2453.03 1936
 FS0289_MARK LOGO: AZHD  
 FS0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0289
 FS0289  HISTORY     - Date     Condition        Report By
 FS0289  HISTORY     - 1936     MONUMENTED       AZHD
 FS0289  HISTORY     - 1949     GOOD             NGS
 FS0289  HISTORY     - 1982     GOOD             NGS
 FS0289
 FS0289                          STATION DESCRIPTION
 FS0289
 FS0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0289'23.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0289'23.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0289'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILE NORTHWEST
 FS0289'OF THE JUNCTION OF A DRIVEWAY TO AN ARIZONA STATE HIGHWAY
 FS0289'DEPARTMENT MAINTENANCE CAMP, 149 FEET SOUTHEAST OF MILEPOST 29,
 FS0289'64 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT
 FS0289'ROAD LEADING NORTHEAST, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT,
 FS0289'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0289'14.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0289'1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0289
 FS0289                          STATION RECOVERY (1982)
 FS0289
 FS0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0289'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0434 ***********************************************************************
 CZ0434  DESIGNATION -  1377+67
 CZ0434  PID         -  CZ0434
 CZ0434  STATE/COUNTY-  AZ/PINAL
 CZ0434  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0434
 CZ0434                         *CURRENT SURVEY CONTROL
 CZ0434  ___________________________________________________________________
 CZ0434* NAD 83(1986)-  32 43 39.     (N)    111 06 46.     (W)     SCALED    
 CZ0434* NAVD 88     -       852.81   (+/-2cm)    2797.9    (feet)  VERTCON   
 CZ0434  ___________________________________________________________________
 CZ0434  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0434
 CZ0434.The horizontal coordinates were scaled from a topographic map and have
 CZ0434.an estimated accuracy of +/- 6 seconds.
 CZ0434
 CZ0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0434.The vertical order pertains to the NGVD 29 superseded value.
 CZ0434
 CZ0434.The geoid height was determined by GEOID03.
 CZ0434
 CZ0434;                    North         East    Units  Estimated Accuracy
 CZ0434;SPC AZ C     -   191,820.      288,710.      MT  (+/- 180 meters Scaled)
 CZ0434
 CZ0434                          SUPERSEDED SURVEY CONTROL
 CZ0434
 CZ0434  NGVD 29 (??/??/92)  852.185  (m)         2795.88   (f) ADJ UNCH    2 0
 CZ0434
 CZ0434.Superseded values are not recommended for survey control.
 CZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0434.See file dsdata.txt to determine how the superseded data were derived.
 CZ0434
 CZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB894210(NAD 83)
 CZ0434_MARKER: DD = SURVEY DISK
 CZ0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0434_SP_SET: CULVERT
 CZ0434_STAMPING: 1377+67 2795.64
 CZ0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0434+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ0434
 CZ0434  HISTORY     - Date     Condition        Report By
 CZ0434  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0434  HISTORY     - 1962     GOOD             NGS
 CZ0434  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0434
 CZ0434                          STATION DESCRIPTION
 CZ0434
 CZ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0434'15.3 MI NW FROM ORACLE JUNCTION.
 CZ0434'15.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0434'JUNCTION, 15.6 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 80, A
 CZ0434'STANDARD DISK SET IN A DRILLHOLE IN THE EAST HEADWALL OF A CONCRETE
 CZ0434'CULVERT.
 CZ0434
 CZ0434                          STATION RECOVERY (2007)
 CZ0434
 CZ0434'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0434'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0434'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79,
 CZ0434'AND THE MARK IS LOCATED IN THE CENTER OF THE NORTHEAST HEADWALL OF THE
 CZ0434'CULVERT. HANDHELD COORDINATES
 CZ0434'32 43 39.4 (N)   111 06 47.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0062 ***********************************************************************
 EU0062  DESIGNATION -  1377.75
 EU0062  PID         -  EU0062
 EU0062  STATE/COUNTY-  AZ/MOHAVE
 EU0062  USGS QUAD   -  YUCCA (1970)
 EU0062
 EU0062                         *CURRENT SURVEY CONTROL
 EU0062  ___________________________________________________________________
 EU0062* NAD 83(1986)-  34 46 17.     (N)    114 11 35.     (W)     SCALED    
 EU0062* NAVD 88     -       420.59   (+/-2cm)    1379.9    (feet)  VERTCON   
 EU0062  ___________________________________________________________________
 EU0062  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EU0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0062
 EU0062.The horizontal coordinates were scaled from a topographic map and have
 EU0062.an estimated accuracy of +/- 6 seconds.
 EU0062
 EU0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0062.The vertical order pertains to the NGVD 29 superseded value.
 EU0062
 EU0062.The geoid height was determined by GEOID03.
 EU0062
 EU0062;                    North         East    Units  Estimated Accuracy
 EU0062;SPC AZ W     -   418,320.      172,810.      MT  (+/- 180 meters Scaled)
 EU0062
 EU0062                          SUPERSEDED SURVEY CONTROL
 EU0062
 EU0062  NGVD 29 (??/??/??)  419.877  (m)         1377.55   (f) ADJUSTED    2 0
 EU0062
 EU0062.Superseded values are not recommended for survey control.
 EU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0062.See file dsdata.txt to determine how the superseded data were derived.
 EU0062
 EU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU568512(NAD 83)
 EU0062_MARKER: DD = SURVEY DISK
 EU0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0062_SP_SET: CULVERT
 EU0062_STAMPING: 1377.75 929X8216 1951
 EU0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0062
 EU0062  HISTORY     - Date     Condition        Report By
 EU0062  HISTORY     - 1951     MONUMENTED       AZHD
 EU0062  HISTORY     - 1961     GOOD             NGS
 EU0062  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0062  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0062
 EU0062                          STATION DESCRIPTION
 EU0062
 EU0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0062'8.4 MI SW FROM YUCCA.
 EU0062'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0062'THENCE 8.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, ABOUT 0.05
 EU0062'MILES SOUTHWEST OF THE JUNCTION OF A SAND ROAD TO THE SOUTHEAST,
 EU0062'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0062'OF A 60 FOOT CONCRETE BOX CULVERT WITH 6 OPENINGS, 18 FEET
 EU0062'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0062'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0062
 EU0062                          STATION RECOVERY (1970)
 EU0062
 EU0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0062'MARK NOT FOUND.
 EU0062
 EU0062                          STATION RECOVERY (1981)
 EU0062
 EU0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0062'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0707 ***********************************************************************
 GP0707  DESIGNATION -  138 DOR
 GP0707  PID         -  GP0707
 GP0707  STATE/COUNTY-  AZ/NAVAJO
 GP0707  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0707
 GP0707                         *CURRENT SURVEY CONTROL
 GP0707  ___________________________________________________________________
 GP0707* NAD 83(1986)-  36 38 32.     (N)    110 30 51.     (W)     SCALED    
 GP0707* NAVD 88     -      2186.169  (meters)    7172.46   (feet)  ADJUSTED  
 GP0707  ___________________________________________________________________
 GP0707  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GP0707  DYNAMIC HT  -        2183.431 (meters)    7163.47  (feet)  COMP
 GP0707  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 GP0707
 GP0707  VERT ORDER  -  SECOND    CLASS 0
 GP0707
 GP0707.The horizontal coordinates were scaled from a topographic map and have
 GP0707.an estimated accuracy of +/- 6 seconds.
 GP0707
 GP0707.The orthometric height was determined by differential leveling
 GP0707.and adjusted in June 1991.
 GP0707
 GP0707.The geoid height was determined by GEOID03.
 GP0707
 GP0707.The dynamic height is computed by dividing the NAVD 88
 GP0707.geopotential number by the normal gravity value computed on the
 GP0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0707.degrees latitude (g = 980.6199 gals.).
 GP0707
 GP0707.The modeled gravity was interpolated from observed gravity values.
 GP0707
 GP0707;                    North         East    Units  Estimated Accuracy
 GP0707;SPC AZ E     -   625,830.      182,290.      MT  (+/- 180 meters Scaled)
 GP0707
 GP0707                          SUPERSEDED SURVEY CONTROL
 GP0707
 GP0707.No superseded survey control is available for this station.
 GP0707
 GP0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF434552(NAD 83)
 GP0707_MARKER: DB = BENCH MARK DISK
 GP0707_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0707_SP_SET: COPPER-CLAD STEEL ROD
 GP0707_STAMPING: 138 DOR 1969 7169
 GP0707_MARK LOGO: USGS  
 GP0707_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0707+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0707
 GP0707  HISTORY     - Date     Condition        Report By
 GP0707  HISTORY     - 1969     MONUMENTED       USGS
 GP0707
 GP0707                          STATION DESCRIPTION
 GP0707
 GP0707'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0707'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0707'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0707'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 6.3 MILES NORTH AND
 GP0707'NORTHWEST, 200 FEET SOUTHEAST OF THE SOUTHWEST END OF A 24-INCH
 GP0707'CORRUGATED METAL PIPE CULVERT, 50 FEET SOUTHWEST AND 1 FOOT LOWER
 GP0707'THAN THE ROAD, 2 FEET NORTHEAST OF A WITNESS, SET ON A COPPER-COATED
 GP0707'ROD ENCLOSED BY A FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1152 ***********************************************************************
 DV1152  DESIGNATION -  1382.31 RESET
 DV1152  PID         -  DV1152
 DV1152  STATE/COUNTY-  AZ/LA PAZ
 DV1152  USGS QUAD   -  BEAR HILLS (1990)
 DV1152
 DV1152                         *CURRENT SURVEY CONTROL
 DV1152  ___________________________________________________________________
 DV1152* NAD 83(1986)-  33 40 37.     (N)    113 57 29.     (W)     SCALED    
 DV1152* NAVD 88     -       420.370  (meters)    1379.16   (feet)  ADJUSTED  
 DV1152  ___________________________________________________________________
 DV1152  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1152  DYNAMIC HT  -         419.889 (meters)    1377.59  (feet)  COMP
 DV1152  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DV1152
 DV1152  VERT ORDER  -  FIRST     CLASS II
 DV1152
 DV1152.The horizontal coordinates were scaled from a topographic map and have
 DV1152.an estimated accuracy of +/- 6 seconds.
 DV1152
 DV1152.The orthometric height was determined by differential leveling
 DV1152.and adjusted in June 1991.
 DV1152
 DV1152.The geoid height was determined by GEOID03.
 DV1152
 DV1152.The dynamic height is computed by dividing the NAVD 88
 DV1152.geopotential number by the normal gravity value computed on the
 DV1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1152.degrees latitude (g = 980.6199 gals.).
 DV1152
 DV1152.The modeled gravity was interpolated from observed gravity values.
 DV1152
 DV1152;                    North         East    Units  Estimated Accuracy
 DV1152;SPC AZ W     -   296,850.      194,070.      MT  (+/- 180 meters Scaled)
 DV1152
 DV1152                          SUPERSEDED SURVEY CONTROL
 DV1152
 DV1152.No superseded survey control is available for this station.
 DV1152
 DV1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC257302(NAD 83)
 DV1152_MARKER: DB = BENCH MARK DISK
 DV1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1152_STAMPING: 1382.31 1933 A.H.D. RESET 1965
 DV1152_MARK LOGO: CGS   
 DV1152_PROJECTION: FLUSH
 DV1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1152+STABILITY: SURFACE MOTION
 DV1152
 DV1152  HISTORY     - Date     Condition        Report By
 DV1152  HISTORY     - 1965     MONUMENTED       AZHD
 DV1152  HISTORY     - 1981     GOOD             NGS
 DV1152
 DV1152                          STATION DESCRIPTION
 DV1152
 DV1152'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1965
 DV1152'16.5 MI E FROM QUARTZSITE.
 DV1152'ABOUT 16.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DV1152'COUNTY, 0.1 MILE WEST OF THE RAMSEY STANDARD OIL STATION, CAFE AND
 DV1152'GHOST TOWN, AND NEAR THE NORTH RIGHT-OF-WAY FENCE OF THE HIGHWAY. THE
 DV1152'MARK IS CEMENTED IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES IN
 DV1152'DIAMETER, PROJECTING 1-INCH ABOVE THE GROUND SURFACE.  IT IS 82 FEET
 DV1152'NORTH OF THE CENTERLINE OF THE HIGHWAY, 75 FEET EAST OF A LARGE DRY
 DV1152'WASH, 2.0 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 1.5
 DV1152'FEET SOUTHEAST OF THE EAST METAL GATE POST OF TWO WITH A METAL BRACE
 DV1152'POST AND 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 DV1152
 DV1152                          STATION RECOVERY (1981)
 DV1152
 DV1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1152'36.1 KM (22.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1152'OF SALOME ROAD IN SALOME, 0.7 KM (0.45 MI) NORTHEAST OF HIGHWAY
 DV1152'MILEPOST 34, 0.2 KM (0.1 MI) SOUTHWEST OF THE ABANDONED SERVICE
 DV1152'STATION AND CAFE AT THE GHOST TOWN OF RAMSEY, 47.5 METERS (156 FT)
 DV1152'NORTH OF THE NORTH CORNER OF A HIGHWAY BRIDGE OVER A DRY WASH, 25.0
 DV1152'METERS (82.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 DV1152'METERS (2.0 FT) EAST OF THE NORTHEAST BRACED POST FOR A GATE IN THE
 DV1152'RIGHT-OF-WAY FENCE, 0.3 METERS (1.0 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 DV1152'FENCE.
 DV1152'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DV1152'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1090 ***********************************************************************
 DV1090  DESIGNATION -  1382.63
 DV1090  PID         -  DV1090
 DV1090  STATE/COUNTY-  AZ/LA PAZ
 DV1090  USGS QUAD   -  BEAR HILLS (1990)
 DV1090
 DV1090                         *CURRENT SURVEY CONTROL
 DV1090  ___________________________________________________________________
 DV1090* NAD 83(1986)-  33 40 31.     (N)    113 57 40.     (W)     SCALED    
 DV1090* NAVD 88     -       422.46   (+/-2cm)    1386.0    (feet)  VERTCON   
 DV1090  ___________________________________________________________________
 DV1090  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1090  VERT ORDER  -  ? (See Below)
 DV1090
 DV1090.The horizontal coordinates were scaled from a topographic map and have
 DV1090.an estimated accuracy of +/- 6 seconds.
 DV1090
 DV1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1090.The vertical order pertains to the NGVD 29 superseded value.
 DV1090
 DV1090.The geoid height was determined by GEOID03.
 DV1090
 DV1090;                    North         East    Units  Estimated Accuracy
 DV1090;SPC AZ W     -   296,670.      193,780.      MT  (+/- 180 meters Scaled)
 DV1090
 DV1090                          SUPERSEDED SURVEY CONTROL
 DV1090
 DV1090  NGVD 29 (??/??/92)  421.770  (m)         1383.76   (f) ADJ UNCH    ?  
 DV1090
 DV1090.Superseded values are not recommended for survey control.
 DV1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1090.See file dsdata.txt to determine how the superseded data were derived.
 DV1090
 DV1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC254300(NAD 83)
 DV1090_MARKER: DD = SURVEY DISK
 DV1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1090_SP_SET: BRIDGE
 DV1090_STAMPING: 1382.63 1854+3592 1932
 DV1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1090
 DV1090  HISTORY     - Date     Condition        Report By
 DV1090  HISTORY     - 1932     MONUMENTED       AZHD
 DV1090  HISTORY     - 1962     GOOD             NGS
 DV1090  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1090
 DV1090                          STATION DESCRIPTION
 DV1090
 DV1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1090'1.0 MI W FROM BRENDA.
 DV1090'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1090'BRENDA, AT THE JUNCTION OF A DIRT ROAD SOUTH, SET IN THE TOP AND
 DV1090'CENTER OF THE SOUTH HEADWALL OF A 25 FOOT CONCRETE BRIDGE WITH 2
 DV1090'OPENINGS, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND ABOUT LEVEL
 DV1090'WITH THE HIGHWAY.
 DV1090
 DV1090                          STATION RECOVERY (2004)
 DV1090
 DV1090'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0288 ***********************************************************************
 FS0288  DESIGNATION -  1383+90
 FS0288  PID         -  FS0288
 FS0288  STATE/COUNTY-  AZ/MOHAVE
 FS0288  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0288
 FS0288                         *CURRENT SURVEY CONTROL
 FS0288  ___________________________________________________________________
 FS0288* NAD 83(1986)-  35 41 48.     (N)    114 28 23.     (W)     SCALED    
 FS0288* NAVD 88     -       746.892  (meters)    2450.43   (feet)  POSTED    
 FS0288  ___________________________________________________________________
 FS0288  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0288  DYNAMIC HT  -         746.080 (meters)    2447.76  (feet)  COMP
 FS0288  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 FS0288
 FS0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0288
 FS0288.The horizontal coordinates were scaled from a topographic map and have
 FS0288.an estimated accuracy of +/- 6 seconds.
 FS0288
 FS0288.The orthometric height was determined by differential leveling
 FS0288.and adjusted by the  in 1992.
 FS0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0288.rate of 0.0 thru 1.0 mm/km.
 FS0288
 FS0288.The geoid height was determined by GEOID03.
 FS0288
 FS0288.The dynamic height is computed by dividing the NAVD 88
 FS0288.geopotential number by the normal gravity value computed on the
 FS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0288.degrees latitude (g = 980.6199 gals.).
 FS0288
 FS0288.The modeled gravity was interpolated from observed gravity values.
 FS0288
 FS0288;                    North         East    Units  Estimated Accuracy
 FS0288;SPC AZ W     -   521,120.      147,920.      MT  (+/- 180 meters Scaled)
 FS0288
 FS0288                          SUPERSEDED SURVEY CONTROL
 FS0288
 FS0288  NGVD 29 (??/??/92)  746.189  (m)         2448.12   (f) ADJ UNCH    1 1
 FS0288
 FS0288.Superseded values are not recommended for survey control.
 FS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0288.See file dsdata.txt to determine how the superseded data were derived.
 FS0288
 FS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV286532(NAD 83)
 FS0288_MARKER: DD = SURVEY DISK
 FS0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0288_SP_SET: CULVERT
 FS0288_STAMPING: 1383+90 2449.43 1936
 FS0288_MARK LOGO: AZHD  
 FS0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0288
 FS0288  HISTORY     - Date     Condition        Report By
 FS0288  HISTORY     - 1936     MONUMENTED       AZHD
 FS0288  HISTORY     - 1949     GOOD             NGS
 FS0288  HISTORY     - 1982     GOOD             NGS
 FS0288
 FS0288                          STATION DESCRIPTION
 FS0288
 FS0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0288'24 MI NW FROM GRASSHOPPER JUNCTION.
 FS0288'24.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0288'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST
 FS0288'OF MILEPOST 29, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0288'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0288'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2
 FS0288'FOOT HIGHER THAN THE HIGHWAY.
 FS0288
 FS0288                          STATION RECOVERY (1982)
 FS0288
 FS0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0288'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0633 ***********************************************************************
 CG0633  DESIGNATION -  1384+80.5
 CG0633  PID         -  CG0633
 CG0633  STATE/COUNTY-  AZ/PIMA
 CG0633  USGS QUAD   -  SELLS EAST (1982)
 CG0633
 CG0633                         *CURRENT SURVEY CONTROL
 CG0633  ___________________________________________________________________
 CG0633* NAD 83(1986)-  31 55 32.     (N)    111 48 06.     (W)     SCALED    
 CG0633* NAVD 88     -       784.13   (+/-2cm)    2572.6    (feet)  VERTCON   
 CG0633  ___________________________________________________________________
 CG0633  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CG0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0633
 CG0633.The horizontal coordinates were scaled from a topographic map and have
 CG0633.an estimated accuracy of +/- 6 seconds.
 CG0633
 CG0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0633.The vertical order pertains to the NGVD 29 superseded value.
 CG0633
 CG0633.The geoid height was determined by GEOID03.
 CG0633
 CG0633;                    North         East    Units  Estimated Accuracy
 CG0633;SPC AZ C     -   102,620.      224,230.      MT  (+/- 180 meters Scaled)
 CG0633
 CG0633                          SUPERSEDED SURVEY CONTROL
 CG0633
 CG0633  NGVD 29 (??/??/92)  783.420  (m)         2570.27   (f) ADJ UNCH    2 0
 CG0633
 CG0633.Superseded values are not recommended for survey control.
 CG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0633.See file dsdata.txt to determine how the superseded data were derived.
 CG0633
 CG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA242324(NAD 83)
 CG0633_MARKER: DD = SURVEY DISK
 CG0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0633_SP_SET: BRIDGE
 CG0633_STAMPING: 1384+80.5 ELEV. 2570 1947
 CG0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0633
 CG0633  HISTORY     - Date     Condition        Report By
 CG0633  HISTORY     - 1947     MONUMENTED       AZHD
 CG0633  HISTORY     - 1952     GOOD             NGS
 CG0633
 CG0633                          STATION DESCRIPTION
 CG0633
 CG0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0633'5.45 MI E FROM SELLS.
 CG0633'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0633'THENCE 3.95 MILES EAST ALONG STATE HIGHWAY 86, IN THE TOP OF THE
 CG0633'CENTER OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A BRIDGE OVER A
 CG0633'WASH, 6.2 FEET EAST OF THE WEST END, 19 FEET SOUTH OF THE CENTER LINE
 CG0633'OF THE HIGHWAY, AND ABOUT 0.4 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0708 ***********************************************************************
 GP0708  DESIGNATION -  139 DOR
 GP0708  PID         -  GP0708
 GP0708  STATE/COUNTY-  AZ/NAVAJO
 GP0708  USGS QUAD   -  BETATAKIN RUIN (1980)
 GP0708
 GP0708                         *CURRENT SURVEY CONTROL
 GP0708  ___________________________________________________________________
 GP0708* NAD 83(1986)-  36 37 41.     (N)    110 30 33.     (W)     SCALED    
 GP0708* NAVD 88     -      2143.644  (meters)    7032.94   (feet)  ADJUSTED  
 GP0708  ___________________________________________________________________
 GP0708  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0708  DYNAMIC HT  -        2140.964 (meters)    7024.15  (feet)  COMP
 GP0708  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 GP0708
 GP0708  VERT ORDER  -  SECOND    CLASS 0
 GP0708
 GP0708.The horizontal coordinates were scaled from a topographic map and have
 GP0708.an estimated accuracy of +/- 6 seconds.
 GP0708
 GP0708.The orthometric height was determined by differential leveling
 GP0708.and adjusted in June 1991.
 GP0708
 GP0708.The geoid height was determined by GEOID03.
 GP0708
 GP0708.The dynamic height is computed by dividing the NAVD 88
 GP0708.geopotential number by the normal gravity value computed on the
 GP0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0708.degrees latitude (g = 980.6199 gals.).
 GP0708
 GP0708.The modeled gravity was interpolated from observed gravity values.
 GP0708
 GP0708;                    North         East    Units  Estimated Accuracy
 GP0708;SPC AZ E     -   624,250.      182,730.      MT  (+/- 180 meters Scaled)
 GP0708
 GP0708                          SUPERSEDED SURVEY CONTROL
 GP0708
 GP0708.No superseded survey control is available for this station.
 GP0708
 GP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF438537(NAD 83)
 GP0708_MARKER: DB = BENCH MARK DISK
 GP0708_SETTING: 66 = SET IN ROCK OUTCROP
 GP0708_SP_SET: ROCK OUTCROP
 GP0708_STAMPING: 139 DOR 1969 7030
 GP0708_MARK LOGO: USGS  
 GP0708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0708+STABILITY: POSITION/ELEVATION WELL
 GP0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0708+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0708
 GP0708  HISTORY     - Date     Condition        Report By
 GP0708  HISTORY     - 1969     MONUMENTED       USGS
 GP0708
 GP0708                          STATION DESCRIPTION
 GP0708
 GP0708'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0708'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0708'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0708'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 5.2 MILES NORTH AND
 GP0708'NORTHWEST, 180 FEET NORTHEAST OF THE JUNCTION OF A T-ROAD WEST, 80
 GP0708'FEET EAST AND 7 FEET LOWER THAN THE ROAD, 78 FEET SOUTHEAST OF A SIGN
 GP0708'-LIVESTOCK-, 2 FEET WEST OF A WITNESS, IN A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2298 ***********************************************************************
 DU2298  DESIGNATION -  1390.54
 DU2298  PID         -  DU2298
 DU2298  STATE/COUNTY-  AZ/MARICOPA
 DU2298  USGS QUAD   -  HIGLEY (1981)
 DU2298
 DU2298                         *CURRENT SURVEY CONTROL
 DU2298  ___________________________________________________________________
 DU2298* NAD 83(1986)-  33 19 15.     (N)    111 38 06.     (W)     SCALED    
 DU2298* NAVD 88     -       424.030  (meters)    1391.17   (feet)  ADJUSTED  
 DU2298  ___________________________________________________________________
 DU2298  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU2298  DYNAMIC HT  -         423.520 (meters)    1389.50  (feet)  COMP
 DU2298  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 DU2298
 DU2298  VERT ORDER  -  FIRST     CLASS II
 DU2298
 DU2298.The horizontal coordinates were scaled from a topographic map and have
 DU2298.an estimated accuracy of +/- 6 seconds.
 DU2298
 DU2298.The orthometric height was determined by differential leveling
 DU2298.and adjusted in November 1993.
 DU2298
 DU2298.The geoid height was determined by GEOID03.
 DU2298
 DU2298.The dynamic height is computed by dividing the NAVD 88
 DU2298.geopotential number by the normal gravity value computed on the
 DU2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2298.degrees latitude (g = 980.6199 gals.).
 DU2298
 DU2298.The modeled gravity was interpolated from observed gravity values.
 DU2298
 DU2298;                    North         East    Units  Estimated Accuracy
 DU2298;SPC AZ C     -   257,370.      239,580.      MT  (+/- 180 meters Scaled)
 DU2298
 DU2298                          SUPERSEDED SURVEY CONTROL
 DU2298
 DU2298.No superseded survey control is available for this station.
 DU2298
 DU2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408870(NAD 83)
 DU2298_MARKER: DD = SURVEY DISK
 DU2298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2298_SP_SET: HEADWALL
 DU2298_STAMPING: 1390.54
 DU2298_MARK LOGO: USDA  
 DU2298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2298+STABILITY: SURFACE MOTION
 DU2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2298+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1992
 DU2298
 DU2298  HISTORY     - Date     Condition        Report By
 DU2298  HISTORY     - UNK      MONUMENTED       USDA
 DU2298  HISTORY     - 19920111 GOOD             NGS
 DU2298  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2298
 DU2298                          STATION DESCRIPTION
 DU2298
 DU2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2298'8.2 KM (5.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2298'IN QUEEN CREEK, NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF A
 DU2298'CANAL UNDERPASS OF THE ROAD, AND 11.0 M (36.1 FT) EAST OF AND LEVEL
 DU2298'WITH THE CENTERLINE OF THE ROAD.
 DU2298
 DU2298                          STATION RECOVERY (2006)
 DU2298
 DU2298'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2298'ELLSWORTH ROAD HAS BEEN WIDENED IN THIS AREA. NO MARKS WERE FOUND ON
 DU2298'THE CURRENT CONCRETE HEADWALLS ON THE EAST SIDE OF ELLSWORTH ROAD, AND
 DU2298'A CURB IS LOCATED 36.1 FEET EAST FROM THE CURRENT CENTERLINE OF
 DU2298'ELLSWORTH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0694 ***********************************************************************
 DU0694  DESIGNATION -  1394
 DU0694  PID         -  DU0694
 DU0694  STATE/COUNTY-  AZ/MARICOPA
 DU0694  USGS QUAD   -  HIGLEY (1981)
 DU0694
 DU0694                         *CURRENT SURVEY CONTROL
 DU0694  ___________________________________________________________________
 DU0694* NAD 83(1986)-  33 20 08.     (N)    111 38 07.     (W)     SCALED    
 DU0694* NAVD 88     -       425.65   (+/-2cm)    1396.5    (feet)  VERTCON   
 DU0694  ___________________________________________________________________
 DU0694  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU0694  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0694
 DU0694.The horizontal coordinates were scaled from a topographic map and have
 DU0694.an estimated accuracy of +/- 6 seconds.
 DU0694
 DU0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0694.The vertical order pertains to the NGVD 29 superseded value.
 DU0694
 DU0694.The geoid height was determined by GEOID03.
 DU0694
 DU0694;                    North         East    Units  Estimated Accuracy
 DU0694;SPC AZ C     -   259,000.      239,550.      MT  (+/- 180 meters Scaled)
 DU0694
 DU0694                          SUPERSEDED SURVEY CONTROL
 DU0694
 DU0694  NGVD 29 (??/??/92)  425.132  (m)         1394.79   (f) ADJ UNCH    1 2
 DU0694
 DU0694.Superseded values are not recommended for survey control.
 DU0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0694.See file dsdata.txt to determine how the superseded data were derived.
 DU0694
 DU0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408886(NAD 83)
 DU0694_MARKER: DD = SURVEY DISK
 DU0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0694_SP_SET: CATTLE GUARD
 DU0694_STAMPING: 1394
 DU0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0694
 DU0694  HISTORY     - Date     Condition        Report By
 DU0694  HISTORY     - UNK      MONUMENTED       AZHD
 DU0694  HISTORY     - 1967     GOOD             NGS
 DU0694  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0694  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0694
 DU0694                          STATION DESCRIPTION
 DU0694
 DU0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0694'5.0 MI N FROM QUEEN CREEK.
 DU0694'ABOUT 5.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0694'SCHOOL AT QUEEN CREEK, IN S 15, T 1 S, R 7 E, 0.5 MILE NORTH OF THE
 DU0694'GENERAL MOTORS DESERT PROVING GROUND BUILDING, 50 FEET NORTHEAST OF
 DU0694'THE CENTER OF THE INTERSECTION OF ELLSWORTH AVENUE AND WARNER ROAD, 16
 DU0694'FEET EAST OF THE CENTER LINE OF ELLSWORTH AVENUE, 46 FEET NORTH OF THE
 DU0694'EXTENDED CENTER LINE OF WARNER ROAD, SET IN THE CENTER OF THE TOP OF
 DU0694'THE EAST HEAD WALL OF A CATTLE GUARD ACROSS ELLSWORTH AVENUE, AND
 DU0694'ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 DU0694
 DU0694                          STATION RECOVERY (1992)
 DU0694
 DU0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0694'MARK NOT FOUND.
 DU0694
 DU0694                          STATION RECOVERY (2006)
 DU0694
 DU0694'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0694'ELLSWORTH ROAD HAS BEEN WIDENED IN THE AREA, AND THERE IS NO CATTLE
 DU0694'GUARD IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0435 ***********************************************************************
 CZ0435  DESIGNATION -  1396+79
 CZ0435  PID         -  CZ0435
 CZ0435  STATE/COUNTY-  AZ/PINAL
 CZ0435  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0435
 CZ0435                         *CURRENT SURVEY CONTROL
 CZ0435  ___________________________________________________________________
 CZ0435* NAD 83(1986)-  32 43 25.     (N)    111 06 32.     (W)     SCALED    
 CZ0435* NAVD 88     -       855.98   (+/-2cm)    2808.3    (feet)  VERTCON   
 CZ0435  ___________________________________________________________________
 CZ0435  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CZ0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0435
 CZ0435.The horizontal coordinates were scaled from a topographic map and have
 CZ0435.an estimated accuracy of +/- 6 seconds.
 CZ0435
 CZ0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0435.The vertical order pertains to the NGVD 29 superseded value.
 CZ0435
 CZ0435.The geoid height was determined by GEOID03.
 CZ0435
 CZ0435;                    North         East    Units  Estimated Accuracy
 CZ0435;SPC AZ C     -   191,390.      289,080.      MT  (+/- 180 meters Scaled)
 CZ0435
 CZ0435                          SUPERSEDED SURVEY CONTROL
 CZ0435
 CZ0435  NGVD 29 (??/??/92)  855.350  (m)         2806.26   (f) ADJ UNCH    2 0
 CZ0435
 CZ0435.Superseded values are not recommended for survey control.
 CZ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0435.See file dsdata.txt to determine how the superseded data were derived.
 CZ0435
 CZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB897206(NAD 83)
 CZ0435_MARKER: DD = SURVEY DISK
 CZ0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0435_SP_SET: BRIDGE
 CZ0435_STAMPING: 1396+79 1939 2806.07
 CZ0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0435
 CZ0435  HISTORY     - Date     Condition        Report By
 CZ0435  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0435  HISTORY     - 1962     GOOD             NGS
 CZ0435  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0435
 CZ0435                          STATION DESCRIPTION
 CZ0435
 CZ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0435'14.95 MI NW FROM ORACLE JUNCTION.
 CZ0435'14.95 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0435'JUNCTION, 16.1 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 1 FOOT
 CZ0435'SOUTH OF THE NORTHEAST END OF A CONCRETE BRIDGE, A STANDARD DISK SET
 CZ0435'IN A DRILLHOLE IN THE NORTHEAST END OF THE HEADWALL OVER DURHAM WASH.
 CZ0435
 CZ0435                          STATION RECOVERY (2007)
 CZ0435
 CZ0435'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0435'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0435'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79.
 CZ0435'HANDHELD COORDINATES
 CZ0435'32 43 23.9 (N)   111 06 34.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0287 ***********************************************************************
 FS0287  DESIGNATION -  1399+60
 FS0287  PID         -  FS0287
 FS0287  STATE/COUNTY-  AZ/MOHAVE
 FS0287  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0287
 FS0287                         *CURRENT SURVEY CONTROL
 FS0287  ___________________________________________________________________
 FS0287* NAD 83(1986)-  35 41 56.     (N)    114 28 27.     (W)     SCALED    
 FS0287* NAVD 88     -       744.475  (meters)    2442.50   (feet)  POSTED    
 FS0287  ___________________________________________________________________
 FS0287  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0287  DYNAMIC HT  -         743.670 (meters)    2439.86  (feet)  COMP
 FS0287  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 FS0287
 FS0287  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0287
 FS0287.The horizontal coordinates were scaled from a topographic map and have
 FS0287.an estimated accuracy of +/- 6 seconds.
 FS0287
 FS0287.The orthometric height was determined by differential leveling
 FS0287.and adjusted by the  in 1992.
 FS0287.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0287.rate of 0.0 thru 1.0 mm/km.
 FS0287
 FS0287.The geoid height was determined by GEOID03.
 FS0287
 FS0287.The dynamic height is computed by dividing the NAVD 88
 FS0287.geopotential number by the normal gravity value computed on the
 FS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0287.degrees latitude (g = 980.6199 gals.).
 FS0287
 FS0287.The modeled gravity was interpolated from observed gravity values.
 FS0287
 FS0287;                    North         East    Units  Estimated Accuracy
 FS0287;SPC AZ W     -   521,370.      147,820.      MT  (+/- 180 meters Scaled)
 FS0287
 FS0287                          SUPERSEDED SURVEY CONTROL
 FS0287
 FS0287  NGVD 29 (??/??/92)  743.772  (m)         2440.19   (f) ADJ UNCH    1 1
 FS0287
 FS0287.Superseded values are not recommended for survey control.
 FS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0287.See file dsdata.txt to determine how the superseded data were derived.
 FS0287
 FS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV285534(NAD 83)
 FS0287_MARKER: DD = SURVEY DISK
 FS0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0287_SP_SET: CULVERT
 FS0287_STAMPING: 1339+60 2441.54 1936
 FS0287_MARK LOGO: AZHD  
 FS0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0287
 FS0287  HISTORY     - Date     Condition        Report By
 FS0287  HISTORY     - 1936     MONUMENTED       AZHD
 FS0287  HISTORY     - 1949     GOOD             NGS
 FS0287  HISTORY     - 1982     GOOD             NGS
 FS0287
 FS0287                          STATION DESCRIPTION
 FS0287
 FS0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0287'24.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0287'24.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0287'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0287'OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO WHITE HILLS
 FS0287'AND TEMPLE BAR RECREATIONAL AREA, AT A 3 BY 8-FOOT CONCRETE
 FS0287'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0287'SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0287'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0287
 FS0287                          STATION RECOVERY (1982)
 FS0287
 FS0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0287'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0550 ***********************************************************************
 CY0550  DESIGNATION -  14
 CY0550  PID         -  CY0550
 CY0550  STATE/COUNTY-  AZ/GRAHAM
 CY0550  USGS QUAD   -  SAN JOSE (1985)
 CY0550
 CY0550                         *CURRENT SURVEY CONTROL
 CY0550  ___________________________________________________________________
 CY0550* NAD 83(1986)-  32 46 16.     (N)    109 36 38.     (W)     SCALED    
 CY0550* NAVD 88     -       923.19   (+/-2cm)    3028.8    (feet)  VERTCON   
 CY0550  ___________________________________________________________________
 CY0550  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0550  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0550
 CY0550.The horizontal coordinates were scaled from a topographic map and have
 CY0550.an estimated accuracy of +/- 6 seconds.
 CY0550
 CY0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0550.The vertical order pertains to the NGVD 29 superseded value.
 CY0550
 CY0550.The geoid height was determined by GEOID03.
 CY0550
 CY0550;                    North         East    Units  Estimated Accuracy
 CY0550;SPC AZ E     -   196,510.      265,460.      MT  (+/- 180 meters Scaled)
 CY0550
 CY0550                          SUPERSEDED SURVEY CONTROL
 CY0550
 CY0550  NGVD 29 (??/??/92)  922.578  (m)         3026.82   (f) ADJ UNCH    1 2
 CY0550
 CY0550.Superseded values are not recommended for survey control.
 CY0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0550.See file dsdata.txt to determine how the superseded data were derived.
 CY0550
 CY0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB301267(NAD 83)
 CY0550_MARKER: P = PIPE CAP
 CY0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0550_STAMPING: 3026.825 14
 CY0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0550
 CY0550  HISTORY     - Date     Condition        Report By
 CY0550  HISTORY     - UNK      MONUMENTED       USGS
 CY0550  HISTORY     - 1932     GOOD             NGS
 CY0550
 CY0550                          STATION DESCRIPTION
 CY0550
 CY0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0550'2.7 MI SE FROM SOLOMONSVILLE.
 CY0550'ON SOUTHERN PACIFIC RIGHT OF WAY, 8 FEET SOUTH OF MILEPOST 1130, 370
 CY0550'FEET SOUTHWEST OF RAILROAD TRESTLE MARKED 1130.07, 50 FEET WEST OF
 CY0550'RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1591 ***********************************************************************
 DV1591  DESIGNATION -  14 A
 DV1591  PID         -  DV1591
 DV1591  STATE/COUNTY-  AZ/LA PAZ
 DV1591  USGS QUAD   -  VICKSBURG (1990)
 DV1591
 DV1591                         *CURRENT SURVEY CONTROL
 DV1591  ___________________________________________________________________
 DV1591* NAD 83(1986)-  33 37 55.     (N)    113 46 33.     (W)     SCALED    
 DV1591* NAVD 88     -       365.91   (+/-2cm)    1200.5    (feet)  VERTCON   
 DV1591  ___________________________________________________________________
 DV1591  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1591
 DV1591.The horizontal coordinates were scaled from a topographic map and have
 DV1591.an estimated accuracy of +/- 6 seconds.
 DV1591
 DV1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1591.The vertical order pertains to the NGVD 29 superseded value.
 DV1591
 DV1591.The geoid height was determined by GEOID03.
 DV1591
 DV1591;                    North         East    Units  Estimated Accuracy
 DV1591;SPC AZ W     -   291,840.      210,960.      MT  (+/- 180 meters Scaled)
 DV1591
 DV1591                          SUPERSEDED SURVEY CONTROL
 DV1591
 DV1591  NGVD 29 (??/??/92)  365.247  (m)         1198.31   (f) ADJ UNCH    2 0
 DV1591
 DV1591.Superseded values are not recommended for survey control.
 DV1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1591.See file dsdata.txt to determine how the superseded data were derived.
 DV1591
 DV1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC425248(NAD 83)
 DV1591_MARKER: DD = SURVEY DISK
 DV1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1591_STAMPING: 14 A 1962
 DV1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1591+STABILITY: SURFACE MOTION
 DV1591
 DV1591  HISTORY     - Date     Condition        Report By
 DV1591  HISTORY     - 1962     MONUMENTED       AZHD
 DV1591
 DV1591                          STATION DESCRIPTION
 DV1591
 DV1591'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1591'10.2 MI SE FROM HOPE.
 DV1591'0.5 MILE EAST-SOUTHEAST OF E 396 14 AN ARIZONA HIGHWAY DEPARTMENT
 DV1591'DISK STAMPED 14 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1591'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1591'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1485 ***********************************************************************
 DV1485  DESIGNATION -  14 DOR
 DV1485  PID         -  DV1485
 DV1485  STATE/COUNTY-  AZ/LA PAZ
 DV1485  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1485
 DV1485                         *CURRENT SURVEY CONTROL
 DV1485  ___________________________________________________________________
 DV1485* NAD 83(1986)-  33 57 13.     (N)    113 33 16.     (W)     SCALED    
 DV1485* NAVD 88     -       783.902  (meters)    2571.85   (feet)  ADJUSTED  
 DV1485  ___________________________________________________________________
 DV1485  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV1485  DYNAMIC HT  -         782.980 (meters)    2568.83  (feet)  COMP
 DV1485  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DV1485
 DV1485  VERT ORDER  -  FIRST     CLASS II
 DV1485
 DV1485.The horizontal coordinates were scaled from a topographic map and have
 DV1485.an estimated accuracy of +/- 6 seconds.
 DV1485
 DV1485.The orthometric height was determined by differential leveling
 DV1485.and adjusted in June 1991.
 DV1485
 DV1485.The geoid height was determined by GEOID03.
 DV1485
 DV1485.The dynamic height is computed by dividing the NAVD 88
 DV1485.geopotential number by the normal gravity value computed on the
 DV1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1485.degrees latitude (g = 980.6199 gals.).
 DV1485
 DV1485.The modeled gravity was interpolated from observed gravity values.
 DV1485
 DV1485;                    North         East    Units  Estimated Accuracy
 DV1485;SPC AZ W     -   327,540.      231,440.      MT  (+/- 180 meters Scaled)
 DV1485
 DV1485                          SUPERSEDED SURVEY CONTROL
 DV1485
 DV1485.No superseded survey control is available for this station.
 DV1485
 DV1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC639599(NAD 83)
 DV1485_MARKER: DB = BENCH MARK DISK
 DV1485_SETTING: 66 = SET IN ROCK OUTCROP
 DV1485_SP_SET: ROCK OUTCROP
 DV1485_STAMPING: 2569 14 DOR 1964
 DV1485_MARK LOGO: USGS  
 DV1485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1485+STABILITY: POSITION/ELEVATION WELL
 DV1485
 DV1485  HISTORY     - Date     Condition        Report By
 DV1485  HISTORY     - 1964     MONUMENTED       USGS
 DV1485  HISTORY     - 1981     GOOD             NGS
 DV1485
 DV1485                          STATION DESCRIPTION
 DV1485
 DV1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1485'15.4 KM (9.6 MI) NORTH FROM WENDEN.
 DV1485'15.4 KM (9.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1485'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, SET IN TOP OF A GRANITE ROCK
 DV1485'OUTCROP ON THE SOUTHEAST SLOPE OF THE WEST RIDGE OF CUNNINGHAM PASS,
 DV1485'45.2 METERS (148 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7.6
 DV1485'METERS (25.0 FT) NORTH OF THE CENTERLINE OF A ROW OF SINGLE POWER LINE
 DV1485'POLES, 4.0 METERS (13.0 FT) NORTH OF THE NORTH EDGE OF A 8 X 8 X 5
 DV1485'FOOT DEEP ABANDONED MINE SHAFT, 0.9 METERS (3.0 FT) EAST OF THE
 DV1485'SOUTHEAST CORNER OF A 4 X 4 FOOT GRANITE BOULDER.
 DV1485'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 DV1485'THE MARK IS 2.4 M ABOVE THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0774 ***********************************************************************
 FQ0774  DESIGNATION -  14 HLS
 FQ0774  PID         -  FQ0774
 FQ0774  STATE/COUNTY-  AZ/NAVAJO
 FQ0774  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0774
 FQ0774                         *CURRENT SURVEY CONTROL
 FQ0774  ___________________________________________________________________
 FQ0774* NAD 83(1986)-  35 08 11.     (N)    110 18 40.     (W)     SCALED    
 FQ0774* NAVD 88     -      1567.087  (meters)    5141.35   (feet)  ADJUSTED  
 FQ0774  ___________________________________________________________________
 FQ0774  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 FQ0774  DYNAMIC HT  -        1565.004 (meters)    5134.52  (feet)  COMP
 FQ0774  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 FQ0774
 FQ0774  VERT ORDER  -  THIRD
 FQ0774
 FQ0774.The horizontal coordinates were scaled from a topographic map and have
 FQ0774.an estimated accuracy of +/- 6 seconds.
 FQ0774
 FQ0774.The orthometric height was determined by differential leveling
 FQ0774.and adjusted in June 1991.
 FQ0774
 FQ0774.The geoid height was determined by GEOID03.
 FQ0774
 FQ0774.The dynamic height is computed by dividing the NAVD 88
 FQ0774.geopotential number by the normal gravity value computed on the
 FQ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0774.degrees latitude (g = 980.6199 gals.).
 FQ0774
 FQ0774.The modeled gravity was interpolated from observed gravity values.
 FQ0774
 FQ0774;                    North         East    Units  Estimated Accuracy
 FQ0774;SPC AZ E     -   458,710.      200,200.      MT  (+/- 180 meters Scaled)
 FQ0774
 FQ0774                          SUPERSEDED SURVEY CONTROL
 FQ0774
 FQ0774.No superseded survey control is available for this station.
 FQ0774
 FQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD627883(NAD 83)
 FQ0774_MARKER: DB = BENCH MARK DISK
 FQ0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0774_SP_SET: COPPER-CLAD STEEL ROD
 FQ0774_STAMPING: 14 HLS 1970 5139
 FQ0774_MARK LOGO: USGS  
 FQ0774_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0774+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0774
 FQ0774  HISTORY     - Date     Condition        Report By
 FQ0774  HISTORY     - 1970     MONUMENTED       USGS
 FQ0774
 FQ0774                          STATION DESCRIPTION
 FQ0774
 FQ0774'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0774'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0774'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0774'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 8.6 MILES
 FQ0774'NORTHEAST ALONG THE ROAD, 246 FEET NORTH OF THE CENTERLINE OF THE
 FQ0774'ROAD, 39 FEET SOUTH OF THE SOUTH EDGE OF A WASH, 3 FEET SOUTH OF A
 FQ0774'FENCE AND WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FQ0774'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0880 ***********************************************************************
 FQ0880  DESIGNATION -  14 JRH
 FQ0880  PID         -  FQ0880
 FQ0880  STATE/COUNTY-  AZ/COCONINO
 FQ0880  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0880
 FQ0880                         *CURRENT SURVEY CONTROL
 FQ0880  ___________________________________________________________________
 FQ0880* NAD 83(1986)-  35 33 51.     (N)    111 39 01.     (W)     SCALED    
 FQ0880* NAVD 88     -      1937.506  (meters)    6356.63   (feet)  POSTED    
 FQ0880  ___________________________________________________________________
 FQ0880  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0880  DYNAMIC HT  -        1934.900 (meters)    6348.08  (feet)  COMP
 FQ0880  MODELED GRAV-     979,218.3   (mgal)                       NAVD 88
 FQ0880
 FQ0880  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0880
 FQ0880.The horizontal coordinates were scaled from a topographic map and have
 FQ0880.an estimated accuracy of +/- 6 seconds.
 FQ0880
 FQ0880.The orthometric height was determined by differential leveling
 FQ0880.and adjusted by the  in 1992.
 FQ0880.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0880.rate of 0.0 thru 1.0 mm/km.
 FQ0880
 FQ0880.The geoid height was determined by GEOID03.
 FQ0880
 FQ0880.The dynamic height is computed by dividing the NAVD 88
 FQ0880.geopotential number by the normal gravity value computed on the
 FQ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0880.degrees latitude (g = 980.6199 gals.).
 FQ0880
 FQ0880.The modeled gravity was interpolated from observed gravity values.
 FQ0880
 FQ0880;                    North         East    Units  Estimated Accuracy
 FQ0880;SPC AZ C     -   506,190.      237,510.      MT  (+/- 180 meters Scaled)
 FQ0880
 FQ0880                          SUPERSEDED SURVEY CONTROL
 FQ0880
 FQ0880  NGVD 29 (??/??/92) 1936.61   (m)         6353.7    (f) COMPUTED    3 0
 FQ0880
 FQ0880.Superseded values are not recommended for survey control.
 FQ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0880.See file dsdata.txt to determine how the superseded data were derived.
 FQ0880
 FQ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE410358(NAD 83)
 FQ0880_MARKER: DB = BENCH MARK DISK
 FQ0880_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0880_SP_SET: ROCK OUTCROP
 FQ0880_STAMPING: 14 JRH 1959 6353
 FQ0880_MARK LOGO: USGS  
 FQ0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0880+STABILITY: POSITION/ELEVATION WELL
 FQ0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0880+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0880
 FQ0880  HISTORY     - Date     Condition        Report By
 FQ0880  HISTORY     - 1959     MONUMENTED       USGS
 FQ0880
 FQ0880                          STATION DESCRIPTION
 FQ0880
 FQ0880'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0880'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0880'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0880'LOOKOUT TOWER, PROCEED 40.8 MILES SOUTHEAST, 0.2 MILES EAST OF ASO
 FQ0880'RANCH, 500 FEET EAST OF A FENCE CORNER, 350 FEET NORTHEAST OF THE
 FQ0880'CENTER OF THE ROAD, ON THE SOUTH END OF A FLAT RIDGE, IN A LAVA
 FQ0880'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0276 ***********************************************************************
 DV0276  DESIGNATION -  14 LUKE FIELD
 DV0276  PID         -  DV0276
 DV0276  STATE/COUNTY-  AZ/MARICOPA
 DV0276  USGS QUAD   -  EL MIRAGE (1982)
 DV0276
 DV0276                         *CURRENT SURVEY CONTROL
 DV0276  ___________________________________________________________________
 DV0276* NAD 83(1986)-  33 32 23.     (N)    112 21 30.     (W)     SCALED    
 DV0276* NAVD 88     -       332.30   (+/-2cm)    1090.2    (feet)  VERTCON   
 DV0276  ___________________________________________________________________
 DV0276  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0276
 DV0276.The horizontal coordinates were scaled from a topographic map and have
 DV0276.an estimated accuracy of +/- 6 seconds.
 DV0276
 DV0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0276.The vertical order pertains to the NGVD 29 superseded value.
 DV0276
 DV0276.The geoid height was determined by GEOID03.
 DV0276
 DV0276;                    North         East    Units  Estimated Accuracy
 DV0276;SPC AZ C     -   281,690.      172,340.      MT  (+/- 180 meters Scaled)
 DV0276
 DV0276                          SUPERSEDED SURVEY CONTROL
 DV0276
 DV0276  NGVD 29 (??/??/92)  331.743  (m)         1088.39   (f) ADJ UNCH    2 0
 DV0276
 DV0276.Superseded values are not recommended for survey control.
 DV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0276.See file dsdata.txt to determine how the superseded data were derived.
 DV0276
 DV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738119(NAD 83)
 DV0276_MARKER: Q = CHISELED SQUARE
 DV0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0276_SP_SET: CURB
 DV0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0276
 DV0276  HISTORY     - Date     Condition        Report By
 DV0276  HISTORY     - UNK      MONUMENTED       DOD
 DV0276  HISTORY     - 1945     GOOD             NGS
 DV0276  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0276
 DV0276                          STATION DESCRIPTION
 DV0276
 DV0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0276'IN LUKE FIELD.
 DV0276'AT LUKE FIELD, MARICOPA COUNTY, AT THE MAIN GATE, ON THE TOP OF AN
 DV0276'OVAL-SHAPED CONCRETE CURB IN THE CENTER OF THE ENTRANCE, AND 0.5 FOOT
 DV0276'EAST OF THE WEST END.  A CROSS INSIDE A CHISELED SQUARE.
 DV0276
 DV0276                          STATION RECOVERY (2008)
 DV0276
 DV0276'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0276'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0276'MARK. AN OVERPASS HAS BEEN BUILT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0224 ***********************************************************************
 DA0224  DESIGNATION -  14 WF
 DA0224  PID         -  DA0224
 DA0224  STATE/COUNTY-  AZ/PIMA
 DA0224  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0224
 DA0224                         *CURRENT SURVEY CONTROL
 DA0224  ___________________________________________________________________
 DA0224* NAD 83(1986)-  32 28 07.     (N)    112 26 20.     (W)     SCALED    
 DA0224* NAVD 88     -       799.44   (+/-2cm)    2622.8    (feet)  VERTCON   
 DA0224  ___________________________________________________________________
 DA0224  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0224
 DA0224.The horizontal coordinates were scaled from a topographic map and have
 DA0224.an estimated accuracy of +/- 6 seconds.
 DA0224
 DA0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0224.The vertical order pertains to the NGVD 29 superseded value.
 DA0224
 DA0224.The geoid height was determined by GEOID03.
 DA0224
 DA0224;                    North         East    Units  Estimated Accuracy
 DA0224;SPC AZ C     -   162,950.      164,270.      MT  (+/- 180 meters Scaled)
 DA0224
 DA0224                          SUPERSEDED SURVEY CONTROL
 DA0224
 DA0224  NGVD 29 (??/??/92)  798.706  (m)         2620.42   (f) ADJ UNCH    2 0
 DA0224
 DA0224.Superseded values are not recommended for survey control.
 DA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0224.See file dsdata.txt to determine how the superseded data were derived.
 DA0224
 DA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA647932(NAD 83)
 DA0224_MARKER: DD = SURVEY DISK
 DA0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0224_STAMPING: 14 WF 1948 2620
 DA0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0224+STABILITY: SURFACE MOTION
 DA0224
 DA0224  HISTORY     - Date     Condition        Report By
 DA0224  HISTORY     - 1948     MONUMENTED       USGS
 DA0224  HISTORY     - 1961     GOOD             NGS
 DA0224
 DA0224                          STATION DESCRIPTION
 DA0224
 DA0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0224'14.4 MI W FROM VENTANA.
 DA0224'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0224'AT VENTANA.  THENCE 7.9 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0224'PIPE LINE.  ON THE EAST CREST OF A HILL AND IN A PASS BETWEEN TWO
 DA0224'MOUNTAINS, 85 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.05 MILE
 DA0224'EAST OF PIPE LINE MILEPOST NUMBER 55, 1.3 FEET EAST OF A METAL WITNESS
 DA0224'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DA0224'A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0709 ***********************************************************************
 GP0709  DESIGNATION -  140 DOR
 GP0709  PID         -  GP0709
 GP0709  STATE/COUNTY-  AZ/NAVAJO
 GP0709  USGS QUAD   -  SHONTO SE (1982)
 GP0709
 GP0709                         *CURRENT SURVEY CONTROL
 GP0709  ___________________________________________________________________
 GP0709* NAD 83(1986)-  36 36 54.     (N)    110 30 10.     (W)     SCALED    
 GP0709* NAVD 88     -      2076.723  (meters)    6813.38   (feet)  ADJUSTED  
 GP0709  ___________________________________________________________________
 GP0709  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0709  DYNAMIC HT  -        2074.126 (meters)    6804.86  (feet)  COMP
 GP0709  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 GP0709
 GP0709  VERT ORDER  -  SECOND    CLASS 0
 GP0709
 GP0709.The horizontal coordinates were scaled from a topographic map and have
 GP0709.an estimated accuracy of +/- 6 seconds.
 GP0709
 GP0709.The orthometric height was determined by differential leveling
 GP0709.and adjusted in June 1991.
 GP0709
 GP0709.The geoid height was determined by GEOID03.
 GP0709
 GP0709.The dynamic height is computed by dividing the NAVD 88
 GP0709.geopotential number by the normal gravity value computed on the
 GP0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0709.degrees latitude (g = 980.6199 gals.).
 GP0709
 GP0709.The modeled gravity was interpolated from observed gravity values.
 GP0709
 GP0709;                    North         East    Units  Estimated Accuracy
 GP0709;SPC AZ E     -   622,800.      183,300.      MT  (+/- 180 meters Scaled)
 GP0709
 GP0709                          SUPERSEDED SURVEY CONTROL
 GP0709
 GP0709.No superseded survey control is available for this station.
 GP0709
 GP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF444522(NAD 83)
 GP0709_MARKER: DB = BENCH MARK DISK
 GP0709_SETTING: 66 = SET IN ROCK OUTCROP
 GP0709_SP_SET: ROCK OUTCROP
 GP0709_STAMPING: 140 DOR 1969 6810
 GP0709_MARK LOGO: USGS  
 GP0709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0709+STABILITY: POSITION/ELEVATION WELL
 GP0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0709+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0709
 GP0709  HISTORY     - Date     Condition        Report By
 GP0709  HISTORY     - 1969     MONUMENTED       USGS
 GP0709
 GP0709                          STATION DESCRIPTION
 GP0709
 GP0709'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0709'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0709'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0709'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 4.2 MILES NORTH AND
 GP0709'NORTHWEST, 0.2 MILES NORTH OF A TURNOUT AND PARKING AREA OVERLOOKING
 GP0709'LONG HOUSE VALLEY, 50 FEET SOUTHWEST AND 1 FOOT LOWER THAN THE ROAD,
 GP0709'2 FEET NORTHEAST OF A WITNESS, IN A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1411 ***********************************************************************
 DU1411  DESIGNATION -  1400 1
 DU1411  PID         -  DU1411
 DU1411  STATE/COUNTY-  AZ/MARICOPA
 DU1411  USGS QUAD   -  BUCKHORN (1982)
 DU1411
 DU1411                         *CURRENT SURVEY CONTROL
 DU1411  ___________________________________________________________________
 DU1411* NAD 83(1986)-  33 23 12.     (N)    111 39 26.     (W)     SCALED    
 DU1411* NAVD 88     -       431.04   (+/-2cm)    1414.2    (feet)  VERTCON   
 DU1411  ___________________________________________________________________
 DU1411  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU1411  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1411
 DU1411.The horizontal coordinates were scaled from a topographic map and have
 DU1411.an estimated accuracy of +/- 6 seconds.
 DU1411
 DU1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1411.The vertical order pertains to the NGVD 29 superseded value.
 DU1411
 DU1411.The geoid height was determined by GEOID03.
 DU1411
 DU1411;                    North         East    Units  Estimated Accuracy
 DU1411;SPC AZ C     -   264,660.      237,500.      MT  (+/- 180 meters Scaled)
 DU1411
 DU1411                          SUPERSEDED SURVEY CONTROL
 DU1411
 DU1411  NGVD 29 (??/??/92)  430.501  (m)         1412.40   (f) ADJ UNCH    1 1
 DU1411
 DU1411.Superseded values are not recommended for survey control.
 DU1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1411.See file dsdata.txt to determine how the superseded data were derived.
 DU1411
 DU1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB388943(NAD 83)
 DU1411_MARKER: Z = SEE DESCRIPTION
 DU1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1411_SP_SET: FOUNDATION
 DU1411_STAMPING: P M 1400-1
 DU1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1411
 DU1411  HISTORY     - Date     Condition        Report By
 DU1411  HISTORY     - UNK      MONUMENTED       NGS
 DU1411  HISTORY     - 1975     GOOD             AZDT
 DU1411  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1411
 DU1411                          STATION DESCRIPTION
 DU1411
 DU1411'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1411'4.7 MI SE FROM BUCKHORN.
 DU1411'FROM THE INTERSECTION OF BASELINE ROAD AND ELLSWORTH, NORTH ON
 DU1411'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD LEFT ON THE SOUTH SIDE OF A
 DU1411'LARGE DRAIN DITCH.  LEFT AND FOLLOW THE TRACK ROAD FOR 1.55 MILES AND
 DU1411'TO THE STATION.  0.3 FT. EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 DU1411'FOUNDATION OF A TELEPHONE TRANSFORMER.  20 FT. SOUTH OF THE CENTERLINE
 DU1411'OF THE ROAD ON THE SOUTH SIDE OF THE LARGE DRAIN DITCH. 125 FT. NORTH
 DU1411'OF INVERNESS AVE.  75 FT. EAST OF 79TH PLACE EXTENDED. 175 FT. WEST OF
 DU1411'80TH ST. EXTENDED.  A REBAR, UP 0.05 FT., AND WITH AN ALUMINUM TAG
 DU1411'ATTACHED.
 DU1411
 DU1411                          STATION RECOVERY (2008)
 DU1411
 DU1411'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1411'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1411'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1411' 
 DU1411' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1735 ***********************************************************************
 DU1735  DESIGNATION -  1400 1
 DU1735  PID         -  DU1735
 DU1735  STATE/COUNTY-  AZ/MARICOPA
 DU1735  USGS QUAD   -  TEMPE (1982)
 DU1735
 DU1735                         *CURRENT SURVEY CONTROL
 DU1735  ___________________________________________________________________
 DU1735* NAD 83(1986)-  33 26 38.     (N)    111 58 38.     (W)     SCALED    
 DU1735* NAVD 88     -       352.663  (meters)    1157.03   (feet)  ADJUSTED  
 DU1735  ___________________________________________________________________
 DU1735  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1735  DYNAMIC HT  -         352.256 (meters)    1155.69  (feet)  COMP
 DU1735  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 DU1735
 DU1735  VERT ORDER  -  SECOND    CLASS I
 DU1735
 DU1735.The horizontal coordinates were scaled from a topographic map and have
 DU1735.an estimated accuracy of +/- 6 seconds.
 DU1735
 DU1735.The orthometric height was determined by differential leveling
 DU1735.and adjusted in November 1993.
 DU1735
 DU1735.The geoid height was determined by GEOID03.
 DU1735
 DU1735.The dynamic height is computed by dividing the NAVD 88
 DU1735.geopotential number by the normal gravity value computed on the
 DU1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1735.degrees latitude (g = 980.6199 gals.).
 DU1735
 DU1735.The modeled gravity was interpolated from observed gravity values.
 DU1735
 DU1735;                    North         East    Units  Estimated Accuracy
 DU1735;SPC AZ C     -   270,980.      207,730.      MT  (+/- 180 meters Scaled)
 DU1735
 DU1735                          SUPERSEDED SURVEY CONTROL
 DU1735
 DU1735.No superseded survey control is available for this station.
 DU1735
 DU1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC091009(NAD 83)
 DU1735_MARKER: DB = BENCH MARK DISK
 DU1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1735_SP_SET: CONCRETE POST
 DU1735_STAMPING: 1400-1 1978
 DU1735_MARK LOGO: AZDT  
 DU1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1735+STABILITY: SURFACE MOTION
 DU1735
 DU1735  HISTORY     - Date     Condition        Report By
 DU1735  HISTORY     - 1978     MONUMENTED       AZDT
 DU1735  HISTORY     - 1982     GOOD             AZDT
 DU1735  HISTORY     - 20061010 MARK NOT FOUND   GEOCAC
 DU1735
 DU1735                          STATION DESCRIPTION
 DU1735
 DU1735'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1735'IN PHOENIX.
 DU1735'IN PHOENIX, FROM THE INTERSECTION OF WASHINGTON AND 48TH STREET TRAVEL
 DU1735'SOUTH ON 48TH STREET FOR 0.25 MI (0.40 KM), THENCE TURN EAST AND
 DU1735'TRAVEL 0.09 MI (0.14 KM) ALONG THE NORTH SIDE OF SOUTHERN PACIFIC
 DU1735'TRACKS TO THE MARK, 27.0 FT (8.23 METERS) NORTH OF SOUTHERN PACIFIC
 DU1735'MAINLINE 77.0 FT (23.5 METERS) WEST OF TELEPHONE POLE NUMBER 7520, A
 DU1735'STANDARD AZDT ALUMINIUM CAP EPOXIED IN A 1- BY 1-FOOT
 DU1735'CONCRETE POST FLUSH WITH THE GROUND.
 DU1735
 DU1735                          STATION RECOVERY (2006)
 DU1735
 DU1735'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1735'PREVIOUSLY LOGGED AS UPROOTED ON GEOCACHING.COM, TODAY NOT TO BE FOUND
 DU1735'AT ALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1652 ***********************************************************************
 DV1652  DESIGNATION -  1400 10
 DV1652  PID         -  DV1652
 DV1652  STATE/COUNTY-  AZ/MARICOPA
 DV1652  USGS QUAD   -  PHOENIX (1982)
 DV1652
 DV1652                         *CURRENT SURVEY CONTROL
 DV1652  ___________________________________________________________________
 DV1652* NAD 83(1986)-  33 24 52.     (N)    112 01 01.     (W)     SCALED    
 DV1652* NAVD 88     -       338.764  (meters)    1111.43   (feet)  ADJUSTED  
 DV1652  ___________________________________________________________________
 DV1652  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1652  DYNAMIC HT  -         338.374 (meters)    1110.15  (feet)  COMP
 DV1652  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV1652
 DV1652  VERT ORDER  -  SECOND    CLASS I
 DV1652
 DV1652.The horizontal coordinates were scaled from a topographic map and have
 DV1652.an estimated accuracy of +/- 6 seconds.
 DV1652
 DV1652.The orthometric height was determined by differential leveling
 DV1652.and adjusted in November 1993.
 DV1652
 DV1652.The geoid height was determined by GEOID03.
 DV1652
 DV1652.The dynamic height is computed by dividing the NAVD 88
 DV1652.geopotential number by the normal gravity value computed on the
 DV1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1652.degrees latitude (g = 980.6199 gals.).
 DV1652
 DV1652.The modeled gravity was interpolated from observed gravity values.
 DV1652
 DV1652;                    North         East    Units  Estimated Accuracy
 DV1652;SPC AZ C     -   267,720.      204,030.      MT  (+/- 180 meters Scaled)
 DV1652
 DV1652                          SUPERSEDED SURVEY CONTROL
 DV1652
 DV1652.No superseded survey control is available for this station.
 DV1652
 DV1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB054976(NAD 83)
 DV1652_MARKER: DB = BENCH MARK DISK
 DV1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1652_SP_SET: CONCRETE POST
 DV1652_STAMPING: 1400-10 1979
 DV1652_MARK LOGO: AZDT  
 DV1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1652+STABILITY: SURFACE MOTION
 DV1652
 DV1652  HISTORY     - Date     Condition        Report By
 DV1652  HISTORY     - 1979     MONUMENTED       AZDT
 DV1652  HISTORY     - 20070403 MARK NOT FOUND   GEOCAC
 DV1652
 DV1652                          STATION DESCRIPTION
 DV1652
 DV1652'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1652'4.49 KM (2.79 MI) WEST FROM TEMPE.
 DV1652'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1652'INTERSTATE 10 FOR 2.79 MI (4.49 KM) TO THE MARK ON THE LEFT, 331.0 FT
 DV1652'(100.88 METERS) SOUTHEAST OF THE SOUTHWEST CORNER OF INTERSTATE 10
 DV1652'BRIDGE OVER THE SALT RIVER, 92.6 FT (28.22 METERS) WEST OF EASTBOUND
 DV1652'GUARDRAIL, 3.0 FT (0.91 METERS) NORTHEAST OF RIGHT-OF-WAY FENCE, 118.4
 DV1652'FT (36.09 METERS) SOUTHEAST OF EASTBOUND RIGHT-OF-WAY MONUMENT, A
 DV1652'STANDARD AZDT ALUMINUM CAP IN A 10-INCH CONCRETE POST.
 DV1652
 DV1652                          STATION RECOVERY (2007)
 DV1652
 DV1652'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1652'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1653 ***********************************************************************
 DV1653  DESIGNATION -  1400 11
 DV1653  PID         -  DV1653
 DV1653  STATE/COUNTY-  AZ/MARICOPA
 DV1653  USGS QUAD   -  PHOENIX (1982)
 DV1653
 DV1653                         *CURRENT SURVEY CONTROL
 DV1653  ___________________________________________________________________
 DV1653* NAD 83(1986)-  33 25 28.     (N)    112 01 17.     (W)     SCALED    
 DV1653* NAVD 88     -       337.759  (meters)    1108.13   (feet)  ADJUSTED  
 DV1653  ___________________________________________________________________
 DV1653  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1653  DYNAMIC HT  -         337.370 (meters)    1106.85  (feet)  COMP
 DV1653  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DV1653
 DV1653  VERT ORDER  -  SECOND    CLASS I
 DV1653
 DV1653.The horizontal coordinates were scaled from a topographic map and have
 DV1653.an estimated accuracy of +/- 6 seconds.
 DV1653
 DV1653.The orthometric height was determined by differential leveling
 DV1653.and adjusted in November 1993.
 DV1653
 DV1653.The geoid height was determined by GEOID03.
 DV1653
 DV1653.The dynamic height is computed by dividing the NAVD 88
 DV1653.geopotential number by the normal gravity value computed on the
 DV1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1653.degrees latitude (g = 980.6199 gals.).
 DV1653
 DV1653.The modeled gravity was interpolated from observed gravity values.
 DV1653
 DV1653;                    North         East    Units  Estimated Accuracy
 DV1653;SPC AZ C     -   268,830.      203,620.      MT  (+/- 180 meters Scaled)
 DV1653
 DV1653                          SUPERSEDED SURVEY CONTROL
 DV1653
 DV1653.No superseded survey control is available for this station.
 DV1653
 DV1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB050988(NAD 83)
 DV1653_MARKER: DB = BENCH MARK DISK
 DV1653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1653_SP_SET: CONCRETE BASE OF BILLBOARD
 DV1653_STAMPING: 1400-11
 DV1653_MARK LOGO: AZDT  
 DV1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1653
 DV1653  HISTORY     - Date     Condition        Report By
 DV1653  HISTORY     - 1979     MONUMENTED       AZDT
 DV1653  HISTORY     - 20070403 MARK NOT FOUND   GEOCAC
 DV1653
 DV1653                          STATION DESCRIPTION
 DV1653
 DV1653'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1653'5.30 KM (3.29 MI) WEST FROM TEMPE.
 DV1653'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1653'INTERSTATE 10 FOR 3.29 MI (5.30 KM) TO THE MARK ON THE LEFT, 550.0 FT
 DV1653'(167.64 METERS) NORTHWEST OF THE NORTHWEST END OF THE INTERSTATE 10
 DV1653'BRIDGE OVER THE SALT RIVER, 44.0 FT (13.42 METERS) SOUTHWEST OF RIGHT
 DV1653'OF WAY FENCE, 1.0 FT (0.30 METERS) EAST OF WEST LEG  OF BILLBOARD, A
 DV1653'STANDARD AZDT ALUMINUM CAP EPOXIED ON TOP OF A 4.0 FT (1.22 METERS)
 DV1653'CONCRETE BILLBOARD BASE, 54.3 FT (16.55 METERS) SOUTHEAST OF CENTER OF
 DV1653'A HIGH WATER DIKE.
 DV1653
 DV1653                          STATION RECOVERY (2007)
 DV1653
 DV1653'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1653'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE BILLBOARD AT THIS
 DV1653'LOCATION HAS BEEN UPGRADED, AND NOW HAS A SINGLE SUPPORT COLUMN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1654 ***********************************************************************
 DV1654  DESIGNATION -  1400 12
 DV1654  PID         -  DV1654
 DV1654  STATE/COUNTY-  AZ/MARICOPA
 DV1654  USGS QUAD   -  PHOENIX (1982)
 DV1654
 DV1654                         *CURRENT SURVEY CONTROL
 DV1654  ___________________________________________________________________
 DV1654* NAD 83(1986)-  33 25 30.     (N)    112 01 30.     (W)     SCALED    
 DV1654* NAVD 88     -       336.300  (meters)    1103.34   (feet)  ADJUSTED  
 DV1654  ___________________________________________________________________
 DV1654  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1654  DYNAMIC HT  -         335.913 (meters)    1102.07  (feet)  COMP
 DV1654  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 DV1654
 DV1654  VERT ORDER  -  SECOND    CLASS I
 DV1654
 DV1654.The horizontal coordinates were scaled from a topographic map and have
 DV1654.an estimated accuracy of +/- 6 seconds.
 DV1654
 DV1654.The orthometric height was determined by differential leveling
 DV1654.and adjusted in November 1993.
 DV1654
 DV1654.The geoid height was determined by GEOID03.
 DV1654
 DV1654.The dynamic height is computed by dividing the NAVD 88
 DV1654.geopotential number by the normal gravity value computed on the
 DV1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1654.degrees latitude (g = 980.6199 gals.).
 DV1654
 DV1654.The modeled gravity was interpolated from observed gravity values.
 DV1654
 DV1654;                    North         East    Units  Estimated Accuracy
 DV1654;SPC AZ C     -   268,890.      203,290.      MT  (+/- 180 meters Scaled)
 DV1654
 DV1654                          SUPERSEDED SURVEY CONTROL
 DV1654
 DV1654.No superseded survey control is available for this station.
 DV1654
 DV1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047988(NAD 83)
 DV1654_MARKER: DB = BENCH MARK DISK
 DV1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1654_SP_SET: CONCRETE POST
 DV1654_STAMPING: 1400-12
 DV1654_MARK LOGO: AZDT  
 DV1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1654+STABILITY: SURFACE MOTION
 DV1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1654+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2007
 DV1654
 DV1654  HISTORY     - Date     Condition        Report By
 DV1654  HISTORY     - 1979     MONUMENTED       AZDT
 DV1654  HISTORY     - 20070403 GOOD             GEOCAC
 DV1654
 DV1654                          STATION DESCRIPTION
 DV1654
 DV1654'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1654'5.65 KM (3.51 MI) WEST FROM TEMPE.
 DV1654'FROM BELL BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1654'INTERSTATE 10 FOR 3.51 MI (5.65 KM) TO THE MARK ON THE LEFT, AT THE
 DV1654'INTERSECTION OF 2400 EAST MAGNOLIA AND 2400 EAST UNIVERSITY, 31.9 FT
 DV1654'(9.72 METERS) SOUTHWEST OF A 6-INCH METAL LAMP POLE NUMBER 16091, 38.0
 DV1654'FT (11.58 METERS) SOUTHWEST OF EASTBOUND INTERSTATE 10 RIGHT-OF-WAY
 DV1654'FENCE, 63.5 FT (19.36 METERS) EAST OF FIRE HYDRANT, 54.2 FT
 DV1654'(16.52 METERS) NORTH OF STREET SIGN (2400 EAST UNIVERSITY DRIVE-2400
 DV1654'MAGNOLIA STREET).
 DV1654
 DV1654                          STATION RECOVERY (2007)
 DV1654
 DV1654'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1654'RECOVERED, IN GOOD CONDITION. THE TO-REACH IS LESS THAN USEFUL, AND
 DV1654'THE DESCRIPTION OF THE LOCATION IS INACCURATE.
 DV1654'FROM THE INTERSECTION OF 24TH STREET AND BUCKEYE ROAD, IN SOUTH
 DV1654'CENTRAL PHOENIX, TRAVEL 1 MILE SOUTH ON 24TH STREET, TO THE
 DV1654'INTERSECTION OF SOUTH 24TH STREET AND EAST UNIVERSITY DRIVE. THEN TURN
 DV1654'LEFT ONTO EAST UNIVERSITY DRIVE, AND PROCEED EAST FOR 0.43 MILES, TO
 DV1654'THE INTERSECTION OF EAST UNIVERSITY DRIVE AND EAST MAGNOLIA STREET AND
 DV1654'THE MARK ON THE LEFT.
 DV1654'THE MARK IS 31.9 FT (9.72 METERS) SOUTHWEST OF A 6-INCH METAL LAMP
 DV1654'POLE NUMBER 16091, WHICH IS ALSO THE STREET SIGN 2400 EAST MAGNOLIA
 DV1654'AND 2400 EAST UNIVERSITY, 63.5 FT (19.36 METERS) EAST-SOUTHEAST OF A
 DV1654'FIRE HYDRANT, AND FLUSH WITH THE PAVEMENT AT THE OUTSIDE OF THE BEND
 DV1654'IN THE ROADWAY. HANDHELD GPS CO-ORDINATES ARE N33  25.380, W112
 DV1654'01.397.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1655 ***********************************************************************
 DV1655  DESIGNATION -  1400 13
 DV1655  PID         -  DV1655
 DV1655  STATE/COUNTY-  AZ/MARICOPA
 DV1655  USGS QUAD   -  PHOENIX (1982)
 DV1655
 DV1655                         *CURRENT SURVEY CONTROL
 DV1655  ___________________________________________________________________
 DV1655* NAD 83(1986)-  33 25 31.     (N)    112 01 50.     (W)     SCALED    
 DV1655* NAVD 88     -       334.729  (meters)    1098.19   (feet)  ADJUSTED  
 DV1655  ___________________________________________________________________
 DV1655  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1655  DYNAMIC HT  -         334.344 (meters)    1096.93  (feet)  COMP
 DV1655  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 DV1655
 DV1655  VERT ORDER  -  SECOND    CLASS I
 DV1655
 DV1655.The horizontal coordinates were scaled from a topographic map and have
 DV1655.an estimated accuracy of +/- 6 seconds.
 DV1655
 DV1655.The orthometric height was determined by differential leveling
 DV1655.and adjusted in November 1993.
 DV1655
 DV1655.The geoid height was determined by GEOID03.
 DV1655
 DV1655.The dynamic height is computed by dividing the NAVD 88
 DV1655.geopotential number by the normal gravity value computed on the
 DV1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1655.degrees latitude (g = 980.6199 gals.).
 DV1655
 DV1655.The modeled gravity was interpolated from observed gravity values.
 DV1655
 DV1655;                    North         East    Units  Estimated Accuracy
 DV1655;SPC AZ C     -   268,920.      202,770.      MT  (+/- 180 meters Scaled)
 DV1655
 DV1655                          SUPERSEDED SURVEY CONTROL
 DV1655
 DV1655.No superseded survey control is available for this station.
 DV1655
 DV1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041989(NAD 83)
 DV1655_MARKER: DB = BENCH MARK DISK
 DV1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1655_SP_SET: CONCRETE POST
 DV1655_STAMPING: BM1400-13
 DV1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1655+STABILITY: SURFACE MOTION
 DV1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1655+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV1655
 DV1655  HISTORY     - Date     Condition        Report By
 DV1655  HISTORY     - 1981     MONUMENTED       AZDT
 DV1655  HISTORY     - 20061203 GOOD             GEOCAC
 DV1655
 DV1655                          STATION DESCRIPTION
 DV1655
 DV1655'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1655'IN PHOENIX.
 DV1655'IN PHOENIX, 0.2 MI (0.13 KM) SOUTH ALONG 24TH STREET FROM THE
 DV1655'INTERSECTION OF INTERSTATE 17 TO UNIVERSITY DRIVE, IN THE CENTER OF
 DV1655'THE INTERSECTION OF UNIVERSITY DRIVE AND 24TH STREET IN A HANDHOLE.
 DV1655
 DV1655                          STATION RECOVERY (2006)
 DV1655
 DV1655'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1656 ***********************************************************************
 DV1656  DESIGNATION -  1400 14
 DV1656  PID         -  DV1656
 DV1656  STATE/COUNTY-  AZ/MARICOPA
 DV1656  USGS QUAD   -  PHOENIX (1982)
 DV1656
 DV1656                         *CURRENT SURVEY CONTROL
 DV1656  ___________________________________________________________________
 DV1656* NAD 83(1986)-  33 25 41.     (N)    112 01 50.     (W)     SCALED    
 DV1656* NAVD 88     -       336.291  (meters)    1103.31   (feet)  ADJUSTED  
 DV1656  ___________________________________________________________________
 DV1656  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1656  DYNAMIC HT  -         335.905 (meters)    1102.05  (feet)  COMP
 DV1656  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DV1656
 DV1656  VERT ORDER  -  SECOND    CLASS I
 DV1656
 DV1656.The horizontal coordinates were scaled from a topographic map and have
 DV1656.an estimated accuracy of +/- 6 seconds.
 DV1656
 DV1656.The orthometric height was determined by differential leveling
 DV1656.and adjusted in November 1993.
 DV1656
 DV1656.The geoid height was determined by GEOID03.
 DV1656
 DV1656.The dynamic height is computed by dividing the NAVD 88
 DV1656.geopotential number by the normal gravity value computed on the
 DV1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1656.degrees latitude (g = 980.6199 gals.).
 DV1656
 DV1656.The modeled gravity was interpolated from observed gravity values.
 DV1656
 DV1656;                    North         East    Units  Estimated Accuracy
 DV1656;SPC AZ C     -   269,230.      202,770.      MT  (+/- 180 meters Scaled)
 DV1656
 DV1656                          SUPERSEDED SURVEY CONTROL
 DV1656
 DV1656.No superseded survey control is available for this station.
 DV1656
 DV1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041992(NAD 83)
 DV1656_MARKER: DD = SURVEY DISK
 DV1656_SETTING: 0 = UNSPECIFIED SETTING
 DV1656_SP_SET: CONCRETE
 DV1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1656
 DV1656  HISTORY     - Date     Condition        Report By
 DV1656  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1656  HISTORY     - 1979     GOOD             AZDT
 DV1656
 DV1656                          STATION DESCRIPTION
 DV1656
 DV1656'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1656'IN PHOENIX.
 DV1656'IN PHOENIX, FROM INTERSTATE 10 AND 24TH STREET TRAVEL NORTH ALONG 24TH
 DV1656'STREET FOR 1807.0 FT (550.77 METERS) TO THE MARK AT THE CENTERLINE  OF
 DV1656'INTERSECTION OF 24TH STREET AND EAST MOHAVE STREET, A STANDARD BRASS
 DV1656'CAP SET IN CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1657 ***********************************************************************
 DV1657  DESIGNATION -  1400 15
 DV1657  PID         -  DV1657
 DV1657  STATE/COUNTY-  AZ/MARICOPA
 DV1657  USGS QUAD   -  PHOENIX (1982)
 DV1657
 DV1657                         *CURRENT SURVEY CONTROL
 DV1657  ___________________________________________________________________
 DV1657* NAD 83(1986)-  33 25 59.     (N)    112 02 21.     (W)     SCALED    
 DV1657* NAVD 88     -       334.914  (meters)    1098.80   (feet)  ADJUSTED  
 DV1657  ___________________________________________________________________
 DV1657  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1657  DYNAMIC HT  -         334.528 (meters)    1097.53  (feet)  COMP
 DV1657  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DV1657
 DV1657  VERT ORDER  -  SECOND    CLASS I
 DV1657
 DV1657.The horizontal coordinates were scaled from a topographic map and have
 DV1657.an estimated accuracy of +/- 6 seconds.
 DV1657
 DV1657.The orthometric height was determined by differential leveling
 DV1657.and adjusted in November 1993.
 DV1657
 DV1657.The geoid height was determined by GEOID03.
 DV1657
 DV1657.The dynamic height is computed by dividing the NAVD 88
 DV1657.geopotential number by the normal gravity value computed on the
 DV1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1657.degrees latitude (g = 980.6199 gals.).
 DV1657
 DV1657.The modeled gravity was interpolated from observed gravity values.
 DV1657
 DV1657;                    North         East    Units  Estimated Accuracy
 DV1657;SPC AZ C     -   269,780.      201,970.      MT  (+/- 180 meters Scaled)
 DV1657
 DV1657                          SUPERSEDED SURVEY CONTROL
 DV1657
 DV1657.No superseded survey control is available for this station.
 DV1657
 DV1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034997(NAD 83)
 DV1657_MARKER: DD = SURVEY DISK
 DV1657_SETTING: 0 = UNSPECIFIED SETTING
 DV1657_SP_SET: CONCRETE
 DV1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1657
 DV1657  HISTORY     - Date     Condition        Report By
 DV1657  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1657  HISTORY     - 1979     GOOD             AZDT
 DV1657  HISTORY     - 20070403 MARK NOT FOUND   GEOCAC
 DV1657
 DV1657                          STATION DESCRIPTION
 DV1657
 DV1657'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1657'IN PHOENIX.
 DV1657'IN PHOENIX, FROM INTERSTATE 10 AND 24TH STREET TRAVEL NORTH ALONG 24TH
 DV1657'STREET FOR 1807.0 FT (550.77 METERS) TO MOHAVE STREET, THENCE WEST
 DV1657'ALONG MOHAVE STREET FOR 0.5 MI (0.805 KM) TO 20TH STREET, THENCE NORTH
 DV1657'ALONG 20TH STREET TO EAST PIMA STREET AND THE MARK IN THE
 DV1657'INTERSECTION, 44.0 FT (13.41 METERS) NORTHWEST OF A FIRE HYDRANT, A
 DV1657'STANDARD BRASS CAP IN CONCRETE IN A HANDHOLE, THIS MARK IS ALSO KNOWN
 DV1657'AS LOCATION BM 4, TO REACH FROM MCDOWELL AND 20TH STREET TRAVEL SOUTH
 DV1657'ALONG 20TH STREET FOR 2.25 MI (3.622 KM) TO PIMA STREET AND THE MARK.
 DV1657'NOTE--THE MARK IS NOT STAMPED.
 DV1657
 DV1657                          STATION RECOVERY (2007)
 DV1657
 DV1657'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1657'THE DESCRIBED LOCATION IS NOW OCCUPIED BY A PARKING GARAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1658 ***********************************************************************
 DV1658  DESIGNATION -  1400 16
 DV1658  PID         -  DV1658
 DV1658  STATE/COUNTY-  AZ/MARICOPA
 DV1658  USGS QUAD   -  PHOENIX (1982)
 DV1658
 DV1658                         *CURRENT SURVEY CONTROL
 DV1658  ___________________________________________________________________
 DV1658* NAD 83(1986)-  33 26 36.     (N)    112 02 21.     (W)     SCALED    
 DV1658* NAVD 88     -       335.395  (meters)    1100.38   (feet)  ADJUSTED  
 DV1658  ___________________________________________________________________
 DV1658  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1658  DYNAMIC HT  -         335.008 (meters)    1099.11  (feet)  COMP
 DV1658  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DV1658
 DV1658  VERT ORDER  -  SECOND    CLASS I
 DV1658
 DV1658.The horizontal coordinates were scaled from a topographic map and have
 DV1658.an estimated accuracy of +/- 6 seconds.
 DV1658
 DV1658.The orthometric height was determined by differential leveling
 DV1658.and adjusted in November 1993.
 DV1658
 DV1658.The geoid height was determined by GEOID03.
 DV1658
 DV1658.The dynamic height is computed by dividing the NAVD 88
 DV1658.geopotential number by the normal gravity value computed on the
 DV1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1658.degrees latitude (g = 980.6199 gals.).
 DV1658
 DV1658.The modeled gravity was interpolated from observed gravity values.
 DV1658
 DV1658;                    North         East    Units  Estimated Accuracy
 DV1658;SPC AZ C     -   270,920.      201,970.      MT  (+/- 180 meters Scaled)
 DV1658
 DV1658                          SUPERSEDED SURVEY CONTROL
 DV1658
 DV1658.No superseded survey control is available for this station.
 DV1658
 DV1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034009(NAD 83)
 DV1658_MARKER: DD = SURVEY DISK
 DV1658_SETTING: 0 = UNSPECIFIED SETTING
 DV1658_SP_SET: CONCRETE
 DV1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1658
 DV1658  HISTORY     - Date     Condition        Report By
 DV1658  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1658  HISTORY     - 1979     GOOD             AZDT
 DV1658  HISTORY     - 20080331 MARK NOT FOUND   GEOCAC
 DV1658
 DV1658                          STATION DESCRIPTION
 DV1658
 DV1658'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1658'IN PHOENIX.
 DV1658'IN PHOENIX, FROM MCDOWELL AND 20TH STREET TRAVEL SOUTH ALONG 20TH
 DV1658'STREET FOR 2.57 MI (4.137 KM) TO BUCHANAN STREET AND THE MARK AT THE
 DV1658'INTERSECTION OF THE CENTERLINES, A STANDARD BRASS CAP IN CONCRETE IN A
 DV1658'HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1658
 DV1658                          STATION RECOVERY (2008)
 DV1658
 DV1658'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1658'THE DESCRIBED INTERSECTION NO LONGER EXISTS. THE AREA IS NOW THE
 DV1658'PARKING LOT FOR A HONEYWELL MANUFACTURING PLANT. A CAREFUL SEARCH IN
 DV1658'THE AREA WHERE THE INTERSECTION WOULD HAVE BEEN DID NOT REVEAL A
 DV1658'SURVEY MARK IN A HANDWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1660 ***********************************************************************
 DV1660  DESIGNATION -  1400 17
 DV1660  PID         -  DV1660
 DV1660  STATE/COUNTY-  AZ/MARICOPA
 DV1660  USGS QUAD   -  PHOENIX (1982)
 DV1660
 DV1660                         *CURRENT SURVEY CONTROL
 DV1660  ___________________________________________________________________
 DV1660* NAD 83(1986)-  33 27 10.     (N)    112 02 21.     (W)     SCALED    
 DV1660* NAVD 88     -       336.537  (meters)    1104.12   (feet)  ADJUSTED  
 DV1660  ___________________________________________________________________
 DV1660  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1660  DYNAMIC HT  -         336.148 (meters)    1102.85  (feet)  COMP
 DV1660  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 DV1660
 DV1660  VERT ORDER  -  SECOND    CLASS I
 DV1660
 DV1660.The horizontal coordinates were scaled from a topographic map and have
 DV1660.an estimated accuracy of +/- 6 seconds.
 DV1660
 DV1660.The orthometric height was determined by differential leveling
 DV1660.and adjusted in November 1993.
 DV1660
 DV1660.The geoid height was determined by GEOID03.
 DV1660
 DV1660.The dynamic height is computed by dividing the NAVD 88
 DV1660.geopotential number by the normal gravity value computed on the
 DV1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1660.degrees latitude (g = 980.6199 gals.).
 DV1660
 DV1660.The modeled gravity was interpolated from observed gravity values.
 DV1660
 DV1660;                    North         East    Units  Estimated Accuracy
 DV1660;SPC AZ C     -   271,970.      201,970.      MT  (+/- 180 meters Scaled)
 DV1660
 DV1660                          SUPERSEDED SURVEY CONTROL
 DV1660
 DV1660.No superseded survey control is available for this station.
 DV1660
 DV1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034019(NAD 83)
 DV1660_MARKER: DD = SURVEY DISK
 DV1660_SETTING: 0 = UNSPECIFIED SETTING
 DV1660_SP_SET: CONCRETE
 DV1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1660+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DV1660
 DV1660  HISTORY     - Date     Condition        Report By
 DV1660  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1660  HISTORY     - 1979     GOOD             AZDT
 DV1660  HISTORY     - 20070313 GOOD             GEOCAC
 DV1660
 DV1660                          STATION DESCRIPTION
 DV1660
 DV1660'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1660'IN PHOENIX.
 DV1660'IN PHOENIX, FROM MCDOWELL ROAD AND 20TH STREET TRAVEL SOUTH ALONG 20TH
 DV1660'STREET FOR 0.90 MI (1.45 KM) TO EAST POLK STREET AND THE MARK AT THE
 DV1660'INTERSECTION OF THE TWO CENTERLINES, A STANDARD BRASS CAP SET IN
 DV1660'CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1660
 DV1660                          STATION RECOVERY (2007)
 DV1660
 DV1660'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1662 ***********************************************************************
 DV1662  DESIGNATION -  1400 18
 DV1662  PID         -  DV1662
 DV1662  STATE/COUNTY-  AZ/MARICOPA
 DV1662  USGS QUAD   -  PHOENIX (1982)
 DV1662
 DV1662                         *CURRENT SURVEY CONTROL
 DV1662  ___________________________________________________________________
 DV1662* NAD 83(1986)-  33 27 40.     (N)    112 01 12.     (W)     SCALED    
 DV1662* NAVD 88     -       345.324  (meters)    1132.95   (feet)  ADJUSTED  
 DV1662  ___________________________________________________________________
 DV1662  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1662  DYNAMIC HT  -         344.925 (meters)    1131.64  (feet)  COMP
 DV1662  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 DV1662
 DV1662  VERT ORDER  -  SECOND    CLASS I
 DV1662
 DV1662.The horizontal coordinates were scaled from a topographic map and have
 DV1662.an estimated accuracy of +/- 6 seconds.
 DV1662
 DV1662.The orthometric height was determined by differential leveling
 DV1662.and adjusted in November 1993.
 DV1662
 DV1662.The geoid height was determined by GEOID03.
 DV1662
 DV1662.The dynamic height is computed by dividing the NAVD 88
 DV1662.geopotential number by the normal gravity value computed on the
 DV1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1662.degrees latitude (g = 980.6199 gals.).
 DV1662
 DV1662.The modeled gravity was interpolated from observed gravity values.
 DV1662
 DV1662;                    North         East    Units  Estimated Accuracy
 DV1662;SPC AZ C     -   272,890.      203,760.      MT  (+/- 180 meters Scaled)
 DV1662
 DV1662                          SUPERSEDED SURVEY CONTROL
 DV1662
 DV1662.No superseded survey control is available for this station.
 DV1662
 DV1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC052028(NAD 83)
 DV1662_MARKER: DB = BENCH MARK DISK
 DV1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1662_SP_SET: CONCRETE AND STONE HEADWALL
 DV1662_STAMPING: 1400-18
 DV1662_MARK LOGO: SRVWUA
 DV1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1662+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DV1662
 DV1662  HISTORY     - Date     Condition        Report By
 DV1662  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1662  HISTORY     - 1979     GOOD             AZDT
 DV1662  HISTORY     - 20060823 GOOD             GEOCAC
 DV1662
 DV1662                          STATION DESCRIPTION
 DV1662
 DV1662'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1662'IN PHOENIX.
 DV1662'IN PHOENIX, FROM 20TH STREET AND MCDOWELL TRAVEL EAST ALONG MCDOWELL
 DV1662'ROAD TO 28TH STREET AND THE MARK IN THE SOUTHWEST CORNER, 23.7 FEET
 DV1662'(7.22 METERS) WEST OF CENTERLINE OF 28TH STREET, THE MARK IS A SRVWUA
 DV1662'BRASS CAP ON THE HEADWALL OF A 4- BY 7- 2.5-FOOT
 DV1662'CONCRETE AND STONE HEADGATE.
 DV1662
 DV1662                          STATION RECOVERY (2006)
 DV1662
 DV1662'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1662'THE DESCRIPTION IS CORRECT, BUT THE PUBLISHED CO-ORDINATES ARE NOT.
 DV1662'N 33  27.935 W 112  01.302
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1664 ***********************************************************************
 DV1664  DESIGNATION -  1400 19
 DV1664  PID         -  DV1664
 DV1664  STATE/COUNTY-  AZ/MARICOPA
 DV1664  USGS QUAD   -  PHOENIX (1982)
 DV1664
 DV1664                         *CURRENT SURVEY CONTROL
 DV1664  ___________________________________________________________________
 DV1664* NAD 83(1986)-  33 27 57.     (N)    112 00 48.     (W)     SCALED    
 DV1664* NAVD 88     -       347.676  (meters)    1140.67   (feet)  ADJUSTED  
 DV1664  ___________________________________________________________________
 DV1664  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1664  DYNAMIC HT  -         347.273 (meters)    1139.34  (feet)  COMP
 DV1664  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 DV1664
 DV1664  VERT ORDER  -  SECOND    CLASS I
 DV1664
 DV1664.The horizontal coordinates were scaled from a topographic map and have
 DV1664.an estimated accuracy of +/- 6 seconds.
 DV1664
 DV1664.The orthometric height was determined by differential leveling
 DV1664.and adjusted in November 1993.
 DV1664
 DV1664.The geoid height was determined by GEOID03.
 DV1664
 DV1664.The dynamic height is computed by dividing the NAVD 88
 DV1664.geopotential number by the normal gravity value computed on the
 DV1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1664.degrees latitude (g = 980.6199 gals.).
 DV1664
 DV1664.The modeled gravity was interpolated from observed gravity values.
 DV1664
 DV1664;                    North         East    Units  Estimated Accuracy
 DV1664;SPC AZ C     -   273,420.      204,380.      MT  (+/- 180 meters Scaled)
 DV1664
 DV1664                          SUPERSEDED SURVEY CONTROL
 DV1664
 DV1664.No superseded survey control is available for this station.
 DV1664
 DV1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058033(NAD 83)
 DV1664_MARKER: DB = BENCH MARK DISK
 DV1664_SETTING: 0 = UNSPECIFIED SETTING
 DV1664_SP_SET: IN HANDHOLE
 DV1664_STAMPING: 1400-19
 DV1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1664
 DV1664  HISTORY     - Date     Condition        Report By
 DV1664  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1664  HISTORY     - 1979     GOOD             AZDT
 DV1664
 DV1664                          STATION DESCRIPTION
 DV1664
 DV1664'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1664'IN PHOENIX.
 DV1664'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST FOR 1.5 MI
 DV1664'(2.4 KM) TO 32ND STREET AND THE MARK IN THE CENTER OF THE
 DV1664'INTERSECTION, A STANDARD CITY OF PHOENIX BRASS CAP IN A HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1412 ***********************************************************************
 DU1412  DESIGNATION -  1400 2
 DU1412  PID         -  DU1412
 DU1412  STATE/COUNTY-  AZ/MARICOPA
 DU1412  USGS QUAD   -  BUCKHORN (1982)
 DU1412
 DU1412                         *CURRENT SURVEY CONTROL
 DU1412  ___________________________________________________________________
 DU1412* NAD 83(1986)-  33 23 12.     (N)    111 39 14.     (W)     SCALED    
 DU1412* NAVD 88     -       434.33   (+/-2cm)    1425.0    (feet)  VERTCON   
 DU1412  ___________________________________________________________________
 DU1412  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1412  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1412
 DU1412.The horizontal coordinates were scaled from a topographic map and have
 DU1412.an estimated accuracy of +/- 6 seconds.
 DU1412
 DU1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1412.The vertical order pertains to the NGVD 29 superseded value.
 DU1412
 DU1412.The geoid height was determined by GEOID03.
 DU1412
 DU1412;                    North         East    Units  Estimated Accuracy
 DU1412;SPC AZ C     -   264,660.      237,810.      MT  (+/- 180 meters Scaled)
 DU1412
 DU1412                          SUPERSEDED SURVEY CONTROL
 DU1412
 DU1412  NGVD 29 (??/??/92)  433.791  (m)         1423.20   (f) ADJ UNCH    1 1
 DU1412
 DU1412.Superseded values are not recommended for survey control.
 DU1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1412.See file dsdata.txt to determine how the superseded data were derived.
 DU1412
 DU1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB391943(NAD 83)
 DU1412_MARKER: Z = SEE DESCRIPTION
 DU1412_SETTING: 0 = UNSPECIFIED SETTING
 DU1412_STAMPING: P M 1400-2
 DU1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1412
 DU1412  HISTORY     - Date     Condition        Report By
 DU1412  HISTORY     - UNK      MONUMENTED       NGS
 DU1412  HISTORY     - 1975     GOOD             AZDT
 DU1412  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1412  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1412
 DU1412                          STATION DESCRIPTION
 DU1412
 DU1412'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1412'5 MI SE FROM BUCKHORN.
 DU1412'FROM THE INTERSECTION OF BASELINE AND ELLSWORTH ROADS, NORTH ON
 DU1412'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A LARGE
 DU1412'DRAINAGE DITCH.  LEFT AND FOLLOW THE TRACK ROAD FOR 1.25 MILES AND TO
 DU1412'THE STATION.  2.5 FT. EAST OF AN INSTALLATION FOR AN UNDERGROUND
 DU1412'TELEPHONE LINE.  20 FT. SOUTH OF THE ROAD ON THE TOP OF THE DIKE ON
 DU1412'THE SOUTH SIDE OF THE DRAINAGE DITCH.  A REBAR, UP 0.05 FT., AND WITH
 DU1412'AN ALUMINUM TAG ATTACHED.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND
 DU1412'APACHE JUNCTION.
 DU1412
 DU1412                          STATION RECOVERY (2007)
 DU1412
 DU1412'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1412'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1412'OCCURRED IN THIS AREA OF US 60 AND THE NEW SANTAN FREEWAY. THE TRACK
 DU1412'ROAD, DRAINAGE DITCH, AND DIKE WERE NOT FOUND.
 DU1412
 DU1412                          STATION RECOVERY (2008)
 DU1412
 DU1412'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1412'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1412'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1665 ***********************************************************************
 DV1665  DESIGNATION -  1400 20
 DV1665  PID         -  DV1665
 DV1665  STATE/COUNTY-  AZ/MARICOPA
 DV1665  USGS QUAD   -  PHOENIX (1982)
 DV1665
 DV1665                         *CURRENT SURVEY CONTROL
 DV1665  ___________________________________________________________________
 DV1665* NAD 83(1986)-  33 27 40.     (N)    112 00 16.     (W)     SCALED    
 DV1665* NAVD 88     -       351.137  (meters)    1152.02   (feet)  ADJUSTED  
 DV1665  ___________________________________________________________________
 DV1665  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1665  DYNAMIC HT  -         350.730 (meters)    1150.69  (feet)  COMP
 DV1665  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1665
 DV1665  VERT ORDER  -  SECOND    CLASS I
 DV1665
 DV1665.The horizontal coordinates were scaled from a topographic map and have
 DV1665.an estimated accuracy of +/- 6 seconds.
 DV1665
 DV1665.The orthometric height was determined by differential leveling
 DV1665.and adjusted in November 1993.
 DV1665
 DV1665.The geoid height was determined by GEOID03.
 DV1665
 DV1665.The dynamic height is computed by dividing the NAVD 88
 DV1665.geopotential number by the normal gravity value computed on the
 DV1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1665.degrees latitude (g = 980.6199 gals.).
 DV1665
 DV1665.The modeled gravity was interpolated from observed gravity values.
 DV1665
 DV1665;                    North         East    Units  Estimated Accuracy
 DV1665;SPC AZ C     -   272,890.      205,200.      MT  (+/- 180 meters Scaled)
 DV1665
 DV1665                          SUPERSEDED SURVEY CONTROL
 DV1665
 DV1665.No superseded survey control is available for this station.
 DV1665
 DV1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066028(NAD 83)
 DV1665_MARKER: DB = BENCH MARK DISK
 DV1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1665_SP_SET: CONCRETE AND STONE HEADWALL
 DV1665_STAMPING: 1400-20
 DV1665_MARK LOGO: SRVWUA
 DV1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1665+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DV1665
 DV1665  HISTORY     - Date     Condition        Report By
 DV1665  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1665  HISTORY     - 1979     GOOD             AZDT
 DV1665  HISTORY     - 20060823 GOOD             GEOCAC
 DV1665
 DV1665                          STATION DESCRIPTION
 DV1665
 DV1665'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1665'IN PHOENIX.
 DV1665'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DV1665'MCDOWELL FOR 2.0 MI (3.22 KM) TO THE MARK IN THE SOUTHWEST CORNER,
 DV1665'46.7 FT (14.23 METERS) WEST OF EXTENDED CENTERLINE OF 36TH STREET, 40
 DV1665'FT (12.19 METERS) SOUTH OF CENTERLINE OF MCDOWELL ROAD, A STANDARD
 DV1665'BRASS CAP ON THE NORTHWEST CORNER OF A CONCRETE AND STONE HEADGATE.
 DV1665
 DV1665                          STATION RECOVERY (2006)
 DV1665
 DV1665'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1666 ***********************************************************************
 DV1666  DESIGNATION -  1400 21
 DV1666  PID         -  DV1666
 DV1666  STATE/COUNTY-  AZ/MARICOPA
 DV1666  USGS QUAD   -  PHOENIX (1982)
 DV1666
 DV1666                         *CURRENT SURVEY CONTROL
 DV1666  ___________________________________________________________________
 DV1666* NAD 83(1986)-  33 27 37.     (N)    112 00 16.     (W)     SCALED    
 DV1666* NAVD 88     -       350.677  (meters)    1150.51   (feet)  ADJUSTED  
 DV1666  ___________________________________________________________________
 DV1666  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1666  DYNAMIC HT  -         350.271 (meters)    1149.18  (feet)  COMP
 DV1666  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DV1666
 DV1666  VERT ORDER  -  SECOND    CLASS I
 DV1666
 DV1666.The horizontal coordinates were scaled from a topographic map and have
 DV1666.an estimated accuracy of +/- 6 seconds.
 DV1666
 DV1666.The orthometric height was determined by differential leveling
 DV1666.and adjusted in November 1993.
 DV1666
 DV1666.The geoid height was determined by GEOID03.
 DV1666
 DV1666.The dynamic height is computed by dividing the NAVD 88
 DV1666.geopotential number by the normal gravity value computed on the
 DV1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1666.degrees latitude (g = 980.6199 gals.).
 DV1666
 DV1666.The modeled gravity was interpolated from observed gravity values.
 DV1666
 DV1666;                    North         East    Units  Estimated Accuracy
 DV1666;SPC AZ C     -   272,800.      205,200.      MT  (+/- 180 meters Scaled)
 DV1666
 DV1666                          SUPERSEDED SURVEY CONTROL
 DV1666
 DV1666.No superseded survey control is available for this station.
 DV1666
 DV1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV1666_MARKER: DB = BENCH MARK DISK
 DV1666_SETTING: 0 = UNSPECIFIED SETTING
 DV1666_SP_SET: HANDHOLE
 DV1666_STAMPING: 1400-21
 DV1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1666
 DV1666  HISTORY     - Date     Condition        Report By
 DV1666  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1666  HISTORY     - 1979     GOOD             AZDT
 DV1666
 DV1666                          STATION DESCRIPTION
 DV1666
 DV1666'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1666'IN PHOENIX.
 DV1666'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DV1666'MCDOWELL ROAD FOR 2.0 MI (3.22 KM) TO 36TH STREET AND THE MARK IN THE
 DV1666'CENTER OF THE INTERSECTION, A STANDARD BRASS CAP IN A HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1728 ***********************************************************************
 DU1728  DESIGNATION -  1400 22
 DU1728  PID         -  DU1728
 DU1728  STATE/COUNTY-  AZ/MARICOPA
 DU1728  USGS QUAD   -  TEMPE (1982)
 DU1728
 DU1728                         *CURRENT SURVEY CONTROL
 DU1728  ___________________________________________________________________
 DU1728* NAD 83(1986)-  33 27 55.     (N)    111 59 41.     (W)     SCALED    
 DU1728* NAVD 88     -       355.470  (meters)    1166.24   (feet)  ADJUSTED  
 DU1728  ___________________________________________________________________
 DU1728  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1728  DYNAMIC HT  -         355.058 (meters)    1164.89  (feet)  COMP
 DU1728  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 DU1728
 DU1728  VERT ORDER  -  SECOND    CLASS I
 DU1728
 DU1728.The horizontal coordinates were scaled from a topographic map and have
 DU1728.an estimated accuracy of +/- 6 seconds.
 DU1728
 DU1728.The orthometric height was determined by differential leveling
 DU1728.and adjusted in November 1993.
 DU1728
 DU1728.The geoid height was determined by GEOID03.
 DU1728
 DU1728.The dynamic height is computed by dividing the NAVD 88
 DU1728.geopotential number by the normal gravity value computed on the
 DU1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1728.degrees latitude (g = 980.6199 gals.).
 DU1728
 DU1728.The modeled gravity was interpolated from observed gravity values.
 DU1728
 DU1728;                    North         East    Units  Estimated Accuracy
 DU1728;SPC AZ C     -   273,350.      206,110.      MT  (+/- 180 meters Scaled)
 DU1728
 DU1728                          SUPERSEDED SURVEY CONTROL
 DU1728
 DU1728.No superseded survey control is available for this station.
 DU1728
 DU1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC075033(NAD 83)
 DU1728_MARKER: DB = BENCH MARK DISK
 DU1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1728_SP_SET: CONCRETE HEADGATE
 DU1728_STAMPING: 1400-22 1979
 DU1728_MARK LOGO: AZDT  
 DU1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1728+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DU1728
 DU1728  HISTORY     - Date     Condition        Report By
 DU1728  HISTORY     - 1979     MONUMENTED       AZDT
 DU1728  HISTORY     - 20060823 GOOD             GEOCAC
 DU1728
 DU1728                          STATION DESCRIPTION
 DU1728
 DU1728'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1728'IN PHOENIX.
 DU1728'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DU1728'MCDOWELL FOR 2.5 MI (4.02 KM) TO 40TH STREET AND THE MARK ON THE
 DU1728'SOUTHEAST CORNER, A STANDARD AZDT ALUMINIUM CAP ON THE NORTHEAST
 DU1728'CORNER OF A CONCRETE HEAD GATE, 36.0 FT (10.98 METERS) SOUTH OF
 DU1728'CENTERLINE OF MCDOWELL ROAD, 46 FT (14.02 METERS) EAST OF THE
 DU1728'CENTERLINE OF 40TH STREET.
 DU1728
 DU1728                          STATION RECOVERY (2006)
 DU1728
 DU1728'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1729 ***********************************************************************
 DU1729  DESIGNATION -  1400 23
 DU1729  PID         -  DU1729
 DU1729  STATE/COUNTY-  AZ/MARICOPA
 DU1729  USGS QUAD   -  TEMPE (1982)
 DU1729
 DU1729                         *CURRENT SURVEY CONTROL
 DU1729  ___________________________________________________________________
 DU1729* NAD 83(1986)-  33 27 39.     (N)    111 58 59.     (W)     SCALED    
 DU1729* NAVD 88     -       365.777  (meters)    1200.05   (feet)  ADJUSTED  
 DU1729  ___________________________________________________________________
 DU1729  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1729  DYNAMIC HT  -         365.355 (meters)    1198.67  (feet)  COMP
 DU1729  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DU1729
 DU1729  VERT ORDER  -  SECOND    CLASS I
 DU1729
 DU1729.The horizontal coordinates were scaled from a topographic map and have
 DU1729.an estimated accuracy of +/- 6 seconds.
 DU1729
 DU1729.The orthometric height was determined by differential leveling
 DU1729.and adjusted in November 1993.
 DU1729
 DU1729.The geoid height was determined by GEOID03.
 DU1729
 DU1729.The dynamic height is computed by dividing the NAVD 88
 DU1729.geopotential number by the normal gravity value computed on the
 DU1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1729.degrees latitude (g = 980.6199 gals.).
 DU1729
 DU1729.The modeled gravity was interpolated from observed gravity values.
 DU1729
 DU1729;                    North         East    Units  Estimated Accuracy
 DU1729;SPC AZ C     -   272,860.      207,190.      MT  (+/- 180 meters Scaled)
 DU1729
 DU1729                          SUPERSEDED SURVEY CONTROL
 DU1729
 DU1729.No superseded survey control is available for this station.
 DU1729
 DU1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC086028(NAD 83)
 DU1729_MARKER: DB = BENCH MARK DISK
 DU1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1729_SP_SET: CONCRETE HEADGATE
 DU1729_STAMPING: 1400-23
 DU1729_MARK LOGO: AZDT  
 DU1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1729
 DU1729  HISTORY     - Date     Condition        Report By
 DU1729  HISTORY     - 1979     MONUMENTED       AZDT
 DU1729
 DU1729                          STATION DESCRIPTION
 DU1729
 DU1729'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1729'IN PHOENIX.
 DU1729'IN PHOENIX, FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG
 DU1729'MCDOWELL FOR 3.5 MI (5.63 KM) TO 48TH STREET AND THE MARK IN THE
 DU1729'SOUTHWEST CORNER, 37.0 FT (11.28 METERS) WEST OF CENTERLINE OF 48TH
 DU1729'STREET, 41.0 FT (12.5 METERS) SOUTH OF CENTERLINE OF MCDOWELL ROAD,
 DU1729'10.0 FT (3.05 METERS) EAST NORTHEAST OF TEXACO SIGNPOST, A STANDARD
 DU1729'BRASS CAP IN EAST CORNER OF HEADGATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1669 ***********************************************************************
 DV1669  DESIGNATION -  1400 24
 DV1669  PID         -  DV1669
 DV1669  STATE/COUNTY-  AZ/MARICOPA
 DV1669  USGS QUAD   -  PHOENIX (1982)
 DV1669
 DV1669                         *CURRENT SURVEY CONTROL
 DV1669  ___________________________________________________________________
 DV1669* NAD 83(1986)-  33 25 26.     (N)    112 02 21.     (W)     SCALED    
 DV1669* NAVD 88     -       333.341  (meters)    1093.64   (feet)  ADJUSTED  
 DV1669  ___________________________________________________________________
 DV1669  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1669  DYNAMIC HT  -         332.958 (meters)    1092.38  (feet)  COMP
 DV1669  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 DV1669
 DV1669  VERT ORDER  -  SECOND    CLASS I
 DV1669
 DV1669.The horizontal coordinates were scaled from a topographic map and have
 DV1669.an estimated accuracy of +/- 6 seconds.
 DV1669
 DV1669.The orthometric height was determined by differential leveling
 DV1669.and adjusted in November 1993.
 DV1669
 DV1669.The geoid height was determined by GEOID03.
 DV1669
 DV1669.The dynamic height is computed by dividing the NAVD 88
 DV1669.geopotential number by the normal gravity value computed on the
 DV1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1669.degrees latitude (g = 980.6199 gals.).
 DV1669
 DV1669.The modeled gravity was interpolated from observed gravity values.
 DV1669
 DV1669;                    North         East    Units  Estimated Accuracy
 DV1669;SPC AZ C     -   268,770.      201,970.      MT  (+/- 180 meters Scaled)
 DV1669
 DV1669                          SUPERSEDED SURVEY CONTROL
 DV1669
 DV1669.No superseded survey control is available for this station.
 DV1669
 DV1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB033987(NAD 83)
 DV1669_MARKER: DB = BENCH MARK DISK
 DV1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1669_SP_SET: CONCRETE BASE OF FLAGPOLE
 DV1669_STAMPING: 1400-24
 DV1669_MARK LOGO: AZDT  
 DV1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1669+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV1669
 DV1669  HISTORY     - Date     Condition        Report By
 DV1669  HISTORY     - UNK      MONUMENTED       AZDT
 DV1669  HISTORY     - 1981     GOOD             AZDT
 DV1669  HISTORY     - 20061203 GOOD             GEOCAC
 DV1669
 DV1669                          STATION DESCRIPTION
 DV1669
 DV1669'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1669'IN PHOENIX.
 DV1669'IN PHOENIX, FROM 24TH STREET AND INTERSTATE 17 GO SOUTH ON 24TH STREET
 DV1669'FOR 0.2 MI (0.33 KM) TO UNIVERSITY DRIVE, THENCE WEST 0.5 MI (0.81 KM)
 DV1669'TO 20TH STREET, 175.3 FT (53.43 METERS) NORTHWESTERLY FROM
 DV1669'INTERSECTION OF 20TH STREET AND UNIVERSITY DRIVE TO BASE OF FLAGPOLE
 DV1669'IN FRONT OF STATE D.E.S. BUILDING AND STATION, 190 FT (57.91 METERS)
 DV1669'SOUTH OF SOUTHEAST CORNER OF BUILDING, 58.0 FT (17.68 METERS) NORTH OF
 DV1669'CENTERLINE OF UNIVERSITY DRIVE, A STANDARD AZDT ALUMINUM CAP EPOXIED
 DV1669'IN CONCRETE FLAGPOLE BASE.
 DV1669
 DV1669                          STATION RECOVERY (2006)
 DV1669
 DV1669'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1670 ***********************************************************************
 DV1670  DESIGNATION -  1400 25
 DV1670  PID         -  DV1670
 DV1670  STATE/COUNTY-  AZ/MARICOPA
 DV1670  USGS QUAD   -  PHOENIX (1982)
 DV1670
 DV1670                         *CURRENT SURVEY CONTROL
 DV1670  ___________________________________________________________________
 DV1670* NAD 83(1986)-  33 25 26.     (N)    112 02 53.     (W)     SCALED    
 DV1670* NAVD 88     -       331.366  (meters)    1087.16   (feet)  ADJUSTED  
 DV1670  ___________________________________________________________________
 DV1670  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1670  DYNAMIC HT  -         330.985 (meters)    1085.91  (feet)  COMP
 DV1670  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 DV1670
 DV1670  VERT ORDER  -  SECOND    CLASS I
 DV1670
 DV1670.The horizontal coordinates were scaled from a topographic map and have
 DV1670.an estimated accuracy of +/- 6 seconds.
 DV1670
 DV1670.The orthometric height was determined by differential leveling
 DV1670.and adjusted in November 1993.
 DV1670
 DV1670.The geoid height was determined by GEOID03.
 DV1670
 DV1670.The dynamic height is computed by dividing the NAVD 88
 DV1670.geopotential number by the normal gravity value computed on the
 DV1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1670.degrees latitude (g = 980.6199 gals.).
 DV1670
 DV1670.The modeled gravity was interpolated from observed gravity values.
 DV1670
 DV1670;                    North         East    Units  Estimated Accuracy
 DV1670;SPC AZ C     -   268,770.      201,140.      MT  (+/- 180 meters Scaled)
 DV1670
 DV1670                          SUPERSEDED SURVEY CONTROL
 DV1670
 DV1670.No superseded survey control is available for this station.
 DV1670
 DV1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025987(NAD 83)
 DV1670_MARKER: DB = BENCH MARK DISK
 DV1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1670_SP_SET: CONCRETE POST
 DV1670_STAMPING: 1400-25
 DV1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1670+STABILITY: SURFACE MOTION
 DV1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1670+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV1670
 DV1670  HISTORY     - Date     Condition        Report By
 DV1670  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1670  HISTORY     - 1981     GOOD             AZDT
 DV1670  HISTORY     - 20061203 GOOD             GEOCAC
 DV1670
 DV1670                          STATION DESCRIPTION
 DV1670
 DV1670'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1670'IN PHOENIX.
 DV1670'IN PHOENIX, 0.2 MI (0.32 KM) SOUTH OF THE INTERSECTION OF INTERSTATE
 DV1670'17 AND 24TH STREET, THENCE 1.0 MI (1.61 KM) WEST ON UNIVERSITY DRIVE
 DV1670'TO 16TH STREET, STATION LOCATED IN INTERSECTION OF UNIVERSITY DRIVE
 DV1670'AND 16TH STREET, 54.3 FT (16.55 METERS) NORTHWEST OF SIGNAL BOX
 DV1670'LOCATED ON THE SOUTHEAST CORNER OF INTERSECTION, 40.2 FT
 DV1670'(12.25 METERS) EAST OF FIRE HYDRANT, CITY OF PHOENIX BRASS CAP IN
 DV1670'CONCRETE MONUMENT FLUSH WITH PAVEMENT.
 DV1670
 DV1670                          STATION RECOVERY (2006)
 DV1670
 DV1670'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1671 ***********************************************************************
 DV1671  DESIGNATION -  1400 26
 DV1671  PID         -  DV1671
 DV1671  STATE/COUNTY-  AZ/MARICOPA
 DV1671  USGS QUAD   -  PHOENIX (1982)
 DV1671
 DV1671                         *CURRENT SURVEY CONTROL
 DV1671  ___________________________________________________________________
 DV1671* NAD 83(1986)-  33 25 44.     (N)    112 02 53.     (W)     SCALED    
 DV1671* NAVD 88     -       332.934  (meters)    1092.30   (feet)  ADJUSTED  
 DV1671  ___________________________________________________________________
 DV1671  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1671  DYNAMIC HT  -         332.551 (meters)    1091.04  (feet)  COMP
 DV1671  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DV1671
 DV1671  VERT ORDER  -  SECOND    CLASS I
 DV1671
 DV1671.The horizontal coordinates were scaled from a topographic map and have
 DV1671.an estimated accuracy of +/- 6 seconds.
 DV1671
 DV1671.The orthometric height was determined by differential leveling
 DV1671.and adjusted in November 1993.
 DV1671
 DV1671.The geoid height was determined by GEOID03.
 DV1671
 DV1671.The dynamic height is computed by dividing the NAVD 88
 DV1671.geopotential number by the normal gravity value computed on the
 DV1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1671.degrees latitude (g = 980.6199 gals.).
 DV1671
 DV1671.The modeled gravity was interpolated from observed gravity values.
 DV1671
 DV1671;                    North         East    Units  Estimated Accuracy
 DV1671;SPC AZ C     -   269,320.      201,140.      MT  (+/- 180 meters Scaled)
 DV1671
 DV1671                          SUPERSEDED SURVEY CONTROL
 DV1671
 DV1671.No superseded survey control is available for this station.
 DV1671
 DV1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025993(NAD 83)
 DV1671_MARKER: DB = BENCH MARK DISK
 DV1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1671_SP_SET: CONCRETE POST
 DV1671_STAMPING: 1400-26
 DV1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1671+STABILITY: SURFACE MOTION
 DV1671
 DV1671  HISTORY     - Date     Condition        Report By
 DV1671  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1671  HISTORY     - 1981     GOOD             AZDT
 DV1671  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV1671
 DV1671                          STATION DESCRIPTION
 DV1671
 DV1671'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1671'IN PHOENIX.
 DV1671'IN PHOENIX, FROM 24TH STREET AND INTERSTATE 17 GO SOUTH 0.2 MI
 DV1671'(0.33 KM) TO UNIVERSITY DRIVE, THENCE WEST 1.0 MI (1.61 KM) TO 16TH
 DV1671'STREET, THENCE NORTH 0.25 MI (.40 KM) TO STATION, 14.0 FT (4.3 METERS)
 DV1671'NORTH OF NORTH END OF BULL NOSE, 17.5 FT (5.33 METERS) WEST OF
 DV1671'CENTERLINE OF NORTHBOUND LANE OF 16TH STREET, 17.5 FT (5.33 METERS)
 DV1671'EAST OF CENTERLINE OF SOUTHBOUND LANE OF 16TH STREET, A STANDARD CITY
 DV1671'OF PHOENIX BRASS CAP SET IN A HANDHOLE 0.4 FT (0.12 METERS) BELOW
 DV1671'GROUND.
 DV1671
 DV1671                          STATION RECOVERY (2006)
 DV1671
 DV1671'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1671'THERE IS NO HAND-HOLE VISIBLE AT THE DESCRIBED LOCATION. MOST LIKELY
 DV1671'COVERED BY RECENT RE-PAVING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1672 ***********************************************************************
 DV1672  DESIGNATION -  1400 27
 DV1672  PID         -  DV1672
 DV1672  STATE/COUNTY-  AZ/MARICOPA
 DV1672  USGS QUAD   -  PHOENIX (1982)
 DV1672
 DV1672                         *CURRENT SURVEY CONTROL
 DV1672  ___________________________________________________________________
 DV1672* NAD 83(1986)-  33 25 42.     (N)    112 03 53.     (W)     SCALED    
 DV1672* NAVD 88     -       330.198  (meters)    1083.32   (feet)  ADJUSTED  
 DV1672  ___________________________________________________________________
 DV1672  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV1672  DYNAMIC HT  -         329.818 (meters)    1082.08  (feet)  COMP
 DV1672  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 DV1672
 DV1672  VERT ORDER  -  SECOND    CLASS I
 DV1672
 DV1672.The horizontal coordinates were scaled from a topographic map and have
 DV1672.an estimated accuracy of +/- 6 seconds.
 DV1672
 DV1672.The orthometric height was determined by differential leveling
 DV1672.and adjusted in November 1993.
 DV1672
 DV1672.The geoid height was determined by GEOID03.
 DV1672
 DV1672.The dynamic height is computed by dividing the NAVD 88
 DV1672.geopotential number by the normal gravity value computed on the
 DV1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1672.degrees latitude (g = 980.6199 gals.).
 DV1672
 DV1672.The modeled gravity was interpolated from observed gravity values.
 DV1672
 DV1672;                    North         East    Units  Estimated Accuracy
 DV1672;SPC AZ C     -   269,260.      199,590.      MT  (+/- 180 meters Scaled)
 DV1672
 DV1672                          SUPERSEDED SURVEY CONTROL
 DV1672
 DV1672.No superseded survey control is available for this station.
 DV1672
 DV1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB010992(NAD 83)
 DV1672_MARKER: DB = BENCH MARK DISK
 DV1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1672_SP_SET: CONCRETE POST
 DV1672_STAMPING: 1400-27
 DV1672_MARK LOGO: AZDT  
 DV1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1672+STABILITY: SURFACE MOTION
 DV1672
 DV1672  HISTORY     - Date     Condition        Report By
 DV1672  HISTORY     - UNK      MONUMENTED       AZDT
 DV1672  HISTORY     - 1981     GOOD             AZDT
 DV1672  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV1672
 DV1672                          STATION DESCRIPTION
 DV1672
 DV1672'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1672'IN PHOENIX.
 DV1672'IN PHOENIX, 2 MI (3.22 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1672'INTERSECTION OF 24TH STREET TO 7TH STREET, STATION LOCATED AT
 DV1672'SOUTHEAST CORNER OF THE INTERSECTION OF 7TH STREET AND EASTBOUND
 DV1672'ACCESS ROAD, 28.5 FT (8.68 KM) SOUTH OF ACCESS ROAD CENTERLINE, 42.0
 DV1672'FT (12.8 METERS) EAST OF NORTHBOUND 7TH STREET CENTERLINE, 2.3 FT
 DV1672'(0.70 METERS) NORTHEAST OF RIGHT-OF-WAY MARKER.  A STANDARD AZDT BRASS
 DV1672'CAP SET IN CONCRETE CYLINDER 0.1 FT ABOVE GROUND.
 DV1672
 DV1672                          STATION RECOVERY (2006)
 DV1672
 DV1672'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1673 ***********************************************************************
 DV1673  DESIGNATION -  1400 28
 DV1673  PID         -  DV1673
 DV1673  STATE/COUNTY-  AZ/MARICOPA
 DV1673  USGS QUAD   -  PHOENIX (1982)
 DV1673
 DV1673                         *CURRENT SURVEY CONTROL
 DV1673  ___________________________________________________________________
 DV1673* NAD 83(1986)-  33 25 46.     (N)    112 04 26.     (W)     SCALED    
 DV1673* NAVD 88     -       328.572  (meters)    1077.99   (feet)  ADJUSTED  
 DV1673  ___________________________________________________________________
 DV1673  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV1673  DYNAMIC HT  -         328.193 (meters)    1076.75  (feet)  COMP
 DV1673  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DV1673
 DV1673  VERT ORDER  -  SECOND    CLASS I
 DV1673
 DV1673.The horizontal coordinates were scaled from a topographic map and have
 DV1673.an estimated accuracy of +/- 6 seconds.
 DV1673
 DV1673.The orthometric height was determined by differential leveling
 DV1673.and adjusted in November 1993.
 DV1673
 DV1673.The geoid height was determined by GEOID03.
 DV1673
 DV1673.The dynamic height is computed by dividing the NAVD 88
 DV1673.geopotential number by the normal gravity value computed on the
 DV1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1673.degrees latitude (g = 980.6199 gals.).
 DV1673
 DV1673.The modeled gravity was interpolated from observed gravity values.
 DV1673
 DV1673;                    North         East    Units  Estimated Accuracy
 DV1673;SPC AZ C     -   269,390.      198,740.      MT  (+/- 180 meters Scaled)
 DV1673
 DV1673                          SUPERSEDED SURVEY CONTROL
 DV1673
 DV1673.No superseded survey control is available for this station.
 DV1673
 DV1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001994(NAD 83)
 DV1673_MARKER: DB = BENCH MARK DISK
 DV1673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1673_SP_SET: CONCRETE SIGNAL LIGHT BASE
 DV1673_STAMPING: 1400-28
 DV1673_MARK LOGO: AZDT  
 DV1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1673
 DV1673  HISTORY     - Date     Condition        Report By
 DV1673  HISTORY     - UNK      MONUMENTED       AZDT
 DV1673  HISTORY     - 1981     GOOD             AZDT
 DV1673  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DV1673
 DV1673                          STATION DESCRIPTION
 DV1673
 DV1673'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1673'IN PHOENIX.
 DV1673'IN PHOENIX, 2.0 MI (3.22 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1673'INTERSECTION OF 24TH STREET TO 7TH STREET, THENCE 0.5 MI (0.81 KM)
 DV1673'WEST ALONG FRONTAGE ROAD TO CENTRAL AVENUE, STATION LOCATED SOUTHEAST
 DV1673'OF INTERSECTION OF FRONTAGE ROAD AND CENTRAL AVENUE, 21.0 FT
 DV1673'(6.40 METERS) NORTH OF WESTBOUND FRONTAGE ROAD CENTERLINE, 65.0 FT
 DV1673'(19.81 METERS) WEST OF CENTRAL AVENUE SOUTHBOUND CENTERLINE, A
 DV1673'STANDARD AZDT ALUMINUM CAP EPOXIED UPON SOUTH SIDE OF CONCRETE LIGHT
 DV1673'POLE BASE.
 DV1673
 DV1673                          STATION RECOVERY (2007)
 DV1673
 DV1673'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1673'DUE TO THE CONFLICTING DESCRIPTION, ALL LIGHT POLE BASES AT THE
 DV1673'INTERSECTION WERE CHECKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1674 ***********************************************************************
 DV1674  DESIGNATION -  1400 29
 DV1674  PID         -  DV1674
 DV1674  STATE/COUNTY-  AZ/MARICOPA
 DV1674  USGS QUAD   -  PHOENIX (1982)
 DV1674
 DV1674                         *CURRENT SURVEY CONTROL
 DV1674  ___________________________________________________________________
 DV1674* NAD 83(1986)-  33 25 45.     (N)    112 04 57.     (W)     SCALED    
 DV1674* NAVD 88     -       326.494  (meters)    1071.17   (feet)  ADJUSTED  
 DV1674  ___________________________________________________________________
 DV1674  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1674  DYNAMIC HT  -         326.118 (meters)    1069.94  (feet)  COMP
 DV1674  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DV1674
 DV1674  VERT ORDER  -  SECOND    CLASS I
 DV1674
 DV1674.The horizontal coordinates were scaled from a topographic map and have
 DV1674.an estimated accuracy of +/- 6 seconds.
 DV1674
 DV1674.The orthometric height was determined by differential leveling
 DV1674.and adjusted in November 1993.
 DV1674
 DV1674.The geoid height was determined by GEOID03.
 DV1674
 DV1674.The dynamic height is computed by dividing the NAVD 88
 DV1674.geopotential number by the normal gravity value computed on the
 DV1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1674.degrees latitude (g = 980.6199 gals.).
 DV1674
 DV1674.The modeled gravity was interpolated from observed gravity values.
 DV1674
 DV1674;                    North         East    Units  Estimated Accuracy
 DV1674;SPC AZ C     -   269,360.      197,940.      MT  (+/- 180 meters Scaled)
 DV1674
 DV1674                          SUPERSEDED SURVEY CONTROL
 DV1674
 DV1674.No superseded survey control is available for this station.
 DV1674
 DV1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB993993(NAD 83)
 DV1674_MARKER: DB = BENCH MARK DISK
 DV1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1674_SP_SET: CONCRETE POST
 DV1674_STAMPING: 1400-29
 DV1674_MARK LOGO: AZDT  
 DV1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1674+STABILITY: SURFACE MOTION
 DV1674
 DV1674  HISTORY     - Date     Condition        Report By
 DV1674  HISTORY     - UNK      MONUMENTED       AZDT
 DV1674  HISTORY     - 1979     GOOD             AZDT
 DV1674
 DV1674                          STATION DESCRIPTION
 DV1674
 DV1674'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1674'IN PHOENIX.
 DV1674'IN PHOENIX, 3 MI (4.83 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1674'INTERSECTION OF 7TH STREET TO 7TH AVENUE, STATION LOCATED SOUTHWEST OF
 DV1674'THE INTERSECTION OF 7TH AVENUE AND EASTBOUND ACCESS ROAD, 38.5 FT
 DV1674'(11.73METERS) NORTHEAST OF CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1675 ***********************************************************************
 DV1675  DESIGNATION -  1400 29 A
 DV1675  PID         -  DV1675
 DV1675  STATE/COUNTY-  AZ/MARICOPA
 DV1675  USGS QUAD   -  PHOENIX (1982)
 DV1675
 DV1675                         *CURRENT SURVEY CONTROL
 DV1675  ___________________________________________________________________
 DV1675* NAD 83(1986)-  33 25 45.     (N)    112 04 57.     (W)     SCALED    
 DV1675* NAVD 88     -       326.486  (meters)    1071.15   (feet)  ADJUSTED  
 DV1675  ___________________________________________________________________
 DV1675  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1675  DYNAMIC HT  -         326.110 (meters)    1069.91  (feet)  COMP
 DV1675  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DV1675
 DV1675  VERT ORDER  -  SECOND    CLASS I
 DV1675
 DV1675.The horizontal coordinates were scaled from a topographic map and have
 DV1675.an estimated accuracy of +/- 6 seconds.
 DV1675
 DV1675.The orthometric height was determined by differential leveling
 DV1675.and adjusted in November 1993.
 DV1675
 DV1675.The geoid height was determined by GEOID03.
 DV1675
 DV1675.The dynamic height is computed by dividing the NAVD 88
 DV1675.geopotential number by the normal gravity value computed on the
 DV1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1675.degrees latitude (g = 980.6199 gals.).
 DV1675
 DV1675.The modeled gravity was interpolated from observed gravity values.
 DV1675
 DV1675;                    North         East    Units  Estimated Accuracy
 DV1675;SPC AZ C     -   269,360.      197,940.      MT  (+/- 180 meters Scaled)
 DV1675
 DV1675                          SUPERSEDED SURVEY CONTROL
 DV1675
 DV1675.No superseded survey control is available for this station.
 DV1675
 DV1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB993993(NAD 83)
 DV1675_MARKER: DB = BENCH MARK DISK
 DV1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1675_SP_SET: CONCRETE POST
 DV1675_STAMPING: 1400-29A
 DV1675_MARK LOGO: AZDT  
 DV1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1675+STABILITY: SURFACE MOTION
 DV1675
 DV1675  HISTORY     - Date     Condition        Report By
 DV1675  HISTORY     - UNK      MONUMENTED       AZDT
 DV1675  HISTORY     - 1979     GOOD             AZDT
 DV1675
 DV1675                          STATION DESCRIPTION
 DV1675
 DV1675'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1675'IN PHOENIX.
 DV1675'IN PHOENIX, 3 MI (4.83 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1675'INTERSECTION OF 7TH STREET TO 7TH AVENUE, 39.5 FT (12.01 METERS) WEST
 DV1675'OF CENTERLINE OF SOUTH 7TH AVENUE,  47.2 FT (14.39 METERS) SOUTHEAST
 DV1675'OF BM 1400-29 AZDT, A STANDARD AZDT RIGHT-OF-WAY CAP IN A CONCRETE
 DV1675'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1431 ***********************************************************************
 DU1431  DESIGNATION -  1400 3
 DU1431  PID         -  DU1431
 DU1431  STATE/COUNTY-  AZ/MARICOPA
 DU1431  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1431
 DU1431                         *CURRENT SURVEY CONTROL
 DU1431  ___________________________________________________________________
 DU1431* NAD 83(1986)-  33 23 12.     (N)    111 36 44.     (W)     SCALED    
 DU1431* NAVD 88     -       459.94   (+/-2cm)    1509.0    (feet)  VERTCON   
 DU1431  ___________________________________________________________________
 DU1431  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1431  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1431
 DU1431.The horizontal coordinates were scaled from a topographic map and have
 DU1431.an estimated accuracy of +/- 6 seconds.
 DU1431
 DU1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1431.The vertical order pertains to the NGVD 29 superseded value.
 DU1431
 DU1431.The geoid height was determined by GEOID03.
 DU1431
 DU1431;                    North         East    Units  Estimated Accuracy
 DU1431;SPC AZ C     -   264,670.      241,680.      MT  (+/- 180 meters Scaled)
 DU1431
 DU1431                          SUPERSEDED SURVEY CONTROL
 DU1431
 DU1431  NGVD 29 (??/??/92)  459.396  (m)         1507.20   (f) ADJ UNCH    1 1
 DU1431
 DU1431.Superseded values are not recommended for survey control.
 DU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1431.See file dsdata.txt to determine how the superseded data were derived.
 DU1431
 DU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB430943(NAD 83)
 DU1431_MARKER: Z = SEE DESCRIPTION
 DU1431_SETTING: 0 = UNSPECIFIED SETTING
 DU1431_STAMPING: P M BM 1400-3
 DU1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1431
 DU1431  HISTORY     - Date     Condition        Report By
 DU1431  HISTORY     - UNK      MONUMENTED       NGS
 DU1431  HISTORY     - 1975     GOOD             AZDT
 DU1431  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1431  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1431
 DU1431                          STATION DESCRIPTION
 DU1431
 DU1431'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1431'7.2 MI SE FROM BUCKHORN.
 DU1431'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND CRISMON ROAD, EAST
 DU1431'ON THE CENTERLINE FOR ABOUT 1400 FT. AND TO THE STATION.  160 FT.
 DU1431'SOUTH OF THE FREEWAY CENTERLINE.  50 FT. WEST OF A DRAIN LINED WITH
 DU1431'NUMEROUS PALO VERDE TREES.  10 FT. EAST OF A TRACK ROAD. SUPERSTITION
 DU1431'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.1 FT.,
 DU1431'AND WITH AN ALUMINUM COLLAR ATTACHED.
 DU1431
 DU1431                          STATION RECOVERY (2007)
 DU1431
 DU1431'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1431'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1431'OCCURRED IN THIS AREA OF US 60. THE AREA IS NOW NEAR THE CRISMON ROAD
 DU1431'OVERPASS AND US 60 ON RAMP, AND THE CENTER MEDIAN STRIP FOR US 60 IS
 DU1431'NOW ALL CONCRETE WITH A CONCRETE DIVIDER. THE DRAIN AND PALO VERDE
 DU1431'TREES WERE NOT FOUND.
 DU1431
 DU1431                          STATION RECOVERY (2008)
 DU1431
 DU1431'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1431'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1431'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1431' 
 DU1431' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1733 ***********************************************************************
 DU1733  DESIGNATION -  1400 3
 DU1733  PID         -  DU1733
 DU1733  STATE/COUNTY-  AZ/MARICOPA
 DU1733  USGS QUAD   -  TEMPE (1982)
 DU1733
 DU1733                         *CURRENT SURVEY CONTROL
 DU1733  ___________________________________________________________________
 DU1733* NAD 83(1986)-  33 25 09.     (N)    111 58 40.     (W)     SCALED    
 DU1733* NAVD 88     -       345.811  (meters)    1134.55   (feet)  ADJUSTED  
 DU1733  ___________________________________________________________________
 DU1733  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1733  DYNAMIC HT  -         345.414 (meters)    1133.25  (feet)  COMP
 DU1733  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 DU1733
 DU1733  VERT ORDER  -  SECOND    CLASS I
 DU1733
 DU1733.The horizontal coordinates were scaled from a topographic map and have
 DU1733.an estimated accuracy of +/- 6 seconds.
 DU1733
 DU1733.The orthometric height was determined by differential leveling
 DU1733.and adjusted in November 1993.
 DU1733
 DU1733.The geoid height was determined by GEOID03.
 DU1733
 DU1733.The dynamic height is computed by dividing the NAVD 88
 DU1733.geopotential number by the normal gravity value computed on the
 DU1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1733.degrees latitude (g = 980.6199 gals.).
 DU1733
 DU1733.The modeled gravity was interpolated from observed gravity values.
 DU1733
 DU1733;                    North         East    Units  Estimated Accuracy
 DU1733;SPC AZ C     -   268,240.      207,680.      MT  (+/- 180 meters Scaled)
 DU1733
 DU1733                          SUPERSEDED SURVEY CONTROL
 DU1733
 DU1733.No superseded survey control is available for this station.
 DU1733
 DU1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090981(NAD 83)
 DU1733_MARKER: DB = BENCH MARK DISK
 DU1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1733_SP_SET: CONCRETE POST
 DU1733_STAMPING: 1400-3
 DU1733_MARK LOGO: AZDT  
 DU1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1733+STABILITY: SURFACE MOTION
 DU1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1733+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DU1733
 DU1733  HISTORY     - Date     Condition        Report By
 DU1733  HISTORY     - UNK      MONUMENTED       AZDT
 DU1733  HISTORY     - 1982     GOOD             AZDT
 DU1733  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DU1733  HISTORY     - 20070313 GOOD             GEOCAC
 DU1733
 DU1733                          STATION DESCRIPTION
 DU1733
 DU1733'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1733'IN PHOENIX.
 DU1733'IN PHOENIX, FROM THE INTERSECTION OF PRIEST ROAD AND BROADWAY TRAVEL
 DU1733'WEST ALONG BROADWAY FOR 0.5 MI (0.80 KM) TO A FORK, THENCE BEAR RIGHT
 DU1733'FOR 0.25 MI (0.40 KM) TO AN OVERHEAD SIGN THAT READS (INTERSTATE 10
 DU1733'WEST-PHOENIX AND 48TH STREET), THENCE BEAR RIGHT FOR 0.65 MI (1.05 KM)
 DU1733'TO THE MARK ON THE RIGHT, 170 FT (51.8 METERS) EAST OF 48 STREET
 DU1733'(HOHOKAM FREEWAY) CENTERLINE, 3 FT (0.91 METERS) WEST OF RIGHT-OF-WAY
 DU1733'FENCE, 0.15 MI (0.24 KM) SOUTH ALONG 48TH STREET FROM THE INTERSECTION
 DU1733'OF UNIVERSITY DRIVE, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE POST.
 DU1733
 DU1733                          STATION RECOVERY (2006)
 DU1733
 DU1733'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1733'THE AREA DESCRIBED HAS BEEN HEAVILY LANDSCAPED. A SERIES OF SHRUBS
 DU1733'HAVE BEEN PLANTED ALL ALONG THE ROW FENCE, AT ABOUT A THREE FOOT
 DU1733'DISTANCE. THE MARK MAY YET SURVIVE, BUT THE RECOVERY WILL TAKE MORE
 DU1733'THAN THE 30 MINUTES I WAS ABLE TO INVEST.
 DU1733
 DU1733                          STATION RECOVERY (2007)
 DU1733
 DU1733'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1676 ***********************************************************************
 DV1676  DESIGNATION -  1400 30
 DV1676  PID         -  DV1676
 DV1676  STATE/COUNTY-  AZ/MARICOPA
 DV1676  USGS QUAD   -  PHOENIX (1982)
 DV1676
 DV1676                         *CURRENT SURVEY CONTROL
 DV1676  ___________________________________________________________________
 DV1676* NAD 83(1986)-  33 25 46.     (N)    112 05 29.     (W)     SCALED    
 DV1676* NAVD 88     -       324.806  (meters)    1065.63   (feet)  ADJUSTED  
 DV1676  ___________________________________________________________________
 DV1676  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV1676  DYNAMIC HT  -         324.432 (meters)    1064.41  (feet)  COMP
 DV1676  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV1676
 DV1676  VERT ORDER  -  SECOND    CLASS I
 DV1676
 DV1676.The horizontal coordinates were scaled from a topographic map and have
 DV1676.an estimated accuracy of +/- 6 seconds.
 DV1676
 DV1676.The orthometric height was determined by differential leveling
 DV1676.and adjusted in November 1993.
 DV1676
 DV1676.The geoid height was determined by GEOID03.
 DV1676
 DV1676.The dynamic height is computed by dividing the NAVD 88
 DV1676.geopotential number by the normal gravity value computed on the
 DV1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1676.degrees latitude (g = 980.6199 gals.).
 DV1676
 DV1676.The modeled gravity was interpolated from observed gravity values.
 DV1676
 DV1676;                    North         East    Units  Estimated Accuracy
 DV1676;SPC AZ C     -   269,390.      197,110.      MT  (+/- 180 meters Scaled)
 DV1676
 DV1676                          SUPERSEDED SURVEY CONTROL
 DV1676
 DV1676.No superseded survey control is available for this station.
 DV1676
 DV1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB985994(NAD 83)
 DV1676_MARKER: DB = BENCH MARK DISK
 DV1676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1676_SP_SET: CONCRETE LIGHT POLE BASE
 DV1676_STAMPING: 1400-30
 DV1676_MARK LOGO: AZDT  
 DV1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1676+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1676
 DV1676  HISTORY     - Date     Condition        Report By
 DV1676  HISTORY     - UNK      MONUMENTED       AZDT
 DV1676  HISTORY     - 1981     GOOD             AZDT
 DV1676  HISTORY     - 20060810 GOOD             GEOCAC
 DV1676
 DV1676                          STATION DESCRIPTION
 DV1676
 DV1676'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1676'IN PHOENIX.
 DV1676'IN PHOENIX, 3 MI (4.83 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1676'INTERSECTION OF 24TH STREET TO 7TH AVENUE, THENCE 1.0 MI (1.61 KM)
 DV1676'WEST ALONG ACCESS ROAD TO 15TH AVENUE, STATION LOCATED NORTHWEST OF
 DV1676'INTERSECTION OF 15TH AVENUE AND WESTBOUND ACCESS ROAD, 17.0 FT
 DV1676'(5.18 METERS) WEST OF SOUTHBOUND 15TH AVENUE CENTERLINE, 49 FT
 DV1676'(14.94 METERS) NORTH OF WESTBOUND ACCESS ROAD CENTERLINE.
 DV1676
 DV1676                          STATION RECOVERY (2006)
 DV1676
 DV1676'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1676'THE DESCRIPTION INDICATES THE MARK IS SET IN A LIGHT POLE BASE, BUT IT
 DV1676'IS IN FACT SET IN THE TOP OF THE WALL OF A WATER BOX/HEADGATE, AT
 DV1676'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1677 ***********************************************************************
 DV1677  DESIGNATION -  1400 31
 DV1677  PID         -  DV1677
 DV1677  STATE/COUNTY-  AZ/MARICOPA
 DV1677  USGS QUAD   -  PHOENIX (1982)
 DV1677
 DV1677                         *CURRENT SURVEY CONTROL
 DV1677  ___________________________________________________________________
 DV1677* NAD 83(1986)-  33 25 43.     (N)    112 06 00.     (W)     SCALED    
 DV1677* NAVD 88     -       323.971  (meters)    1062.89   (feet)  ADJUSTED  
 DV1677  ___________________________________________________________________
 DV1677  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1677  DYNAMIC HT  -         323.598 (meters)    1061.67  (feet)  COMP
 DV1677  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 DV1677
 DV1677  VERT ORDER  -  SECOND    CLASS I
 DV1677
 DV1677.The horizontal coordinates were scaled from a topographic map and have
 DV1677.an estimated accuracy of +/- 6 seconds.
 DV1677
 DV1677.The orthometric height was determined by differential leveling
 DV1677.and adjusted in November 1993.
 DV1677
 DV1677.The geoid height was determined by GEOID03.
 DV1677
 DV1677.The dynamic height is computed by dividing the NAVD 88
 DV1677.geopotential number by the normal gravity value computed on the
 DV1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1677.degrees latitude (g = 980.6199 gals.).
 DV1677
 DV1677.The modeled gravity was interpolated from observed gravity values.
 DV1677
 DV1677;                    North         East    Units  Estimated Accuracy
 DV1677;SPC AZ C     -   269,300.      196,310.      MT  (+/- 180 meters Scaled)
 DV1677
 DV1677                          SUPERSEDED SURVEY CONTROL
 DV1677
 DV1677.No superseded survey control is available for this station.
 DV1677
 DV1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB977993(NAD 83)
 DV1677_MARKER: DB = BENCH MARK DISK
 DV1677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1677_SP_SET: IRRIGATION BOX
 DV1677_STAMPING: 1400-31
 DV1677_MARK LOGO: AZDT  
 DV1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1677+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV1677
 DV1677  HISTORY     - Date     Condition        Report By
 DV1677  HISTORY     - UNK      MONUMENTED       AZDT
 DV1677  HISTORY     - 1981     GOOD             AZDT
 DV1677  HISTORY     - 20070629 GOOD             GEOCAC
 DV1677
 DV1677                          STATION DESCRIPTION
 DV1677
 DV1677'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1677'IN PHOENIX.
 DV1677'IN PHOENIX, 4 MI (6.44 KM) WEST ALONG INTERSTATE 17 FROM THE
 DV1677'INTERSECTION OF 24TH STREET TO 19TH AVENUE, STATION LOCATED SOUTHWEST
 DV1677'OF INTERSECTION OF 19TH AVENUE AND EASTBOUND ACCESS ROAD, 67.0 FT
 DV1677'(20.42 METERS) SOUTH OF EASTBOUND ACCESS ROAD CENTERLINE, 66.5 FT
 DV1677'(20.27 METERS) NORTH OF HILTON AVENUE, A STANDARD AZDT ALUMINUM CAP
 DV1677'EPOXIED IN TOP OF SALT RIVER PROJECT IRRIGATION BOX 2.2 FT
 DV1677'(0.67 METERS) ABOVE GROUND.
 DV1677
 DV1677                          STATION RECOVERY (2007)
 DV1677
 DV1677'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1678 ***********************************************************************
 DV1678  DESIGNATION -  1400 32
 DV1678  PID         -  DV1678
 DV1678  STATE/COUNTY-  AZ/MARICOPA
 DV1678  USGS QUAD   -  PHOENIX (1982)
 DV1678
 DV1678                         *CURRENT SURVEY CONTROL
 DV1678  ___________________________________________________________________
 DV1678* NAD 83(1986)-  33 26 12.     (N)    112 06 31.     (W)     SCALED    
 DV1678* NAVD 88     -       322.975  (meters)    1059.63   (feet)  ADJUSTED  
 DV1678  ___________________________________________________________________
 DV1678  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV1678  DYNAMIC HT  -         322.603 (meters)    1058.41  (feet)  COMP
 DV1678  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DV1678
 DV1678  VERT ORDER  -  SECOND    CLASS I
 DV1678
 DV1678.The horizontal coordinates were scaled from a topographic map and have
 DV1678.an estimated accuracy of +/- 6 seconds.
 DV1678
 DV1678.The orthometric height was determined by differential leveling
 DV1678.and adjusted in November 1993.
 DV1678
 DV1678.The geoid height was determined by GEOID03.
 DV1678
 DV1678.The dynamic height is computed by dividing the NAVD 88
 DV1678.geopotential number by the normal gravity value computed on the
 DV1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1678.degrees latitude (g = 980.6199 gals.).
 DV1678
 DV1678.The modeled gravity was interpolated from observed gravity values.
 DV1678
 DV1678;                    North         East    Units  Estimated Accuracy
 DV1678;SPC AZ C     -   270,190.      195,510.      MT  (+/- 180 meters Scaled)
 DV1678
 DV1678                          SUPERSEDED SURVEY CONTROL
 DV1678
 DV1678.No superseded survey control is available for this station.
 DV1678
 DV1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969002(NAD 83)
 DV1678_MARKER: DB = BENCH MARK DISK
 DV1678_SETTING: 0 = UNSPECIFIED SETTING
 DV1678_SP_SET: CONCRETE HANDHOLE
 DV1678_STAMPING: 1400-32
 DV1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1678
 DV1678  HISTORY     - Date     Condition        Report By
 DV1678  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1678  HISTORY     - 1981     GOOD             AZDT
 DV1678
 DV1678                          STATION DESCRIPTION
 DV1678
 DV1678'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1678'IN PHOENIX.
 DV1678'IN PHOENIX, 1.1 MI (1.77 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1678'INTERSECTION OF 19TH AVENUE TO GRANT STREET, THENCE WEST TO 23RD
 DV1678'AVENUE, THENCE SOUTH ALONG 23RD AVENUE TO STATION LOCATED IN CENTER OF
 DV1678'INTERSECTION OF BUCKEYE ROAD AND 23RD AVENUE, 20 FT (6.10 METERS)
 DV1678'NORTH OF EASTBOUND 23RD AVENUE, 19 FT (5.90 METERS) SOUTH OF WESTBOUND
 DV1678'23RD AVENUE, A CITY OF PHOENIX BRASS CAP SET IN HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1680 ***********************************************************************
 DV1680  DESIGNATION -  1400 33
 DV1680  PID         -  DV1680
 DV1680  STATE/COUNTY-  AZ/MARICOPA
 DV1680  USGS QUAD   -  PHOENIX (1982)
 DV1680
 DV1680                         *CURRENT SURVEY CONTROL
 DV1680  ___________________________________________________________________
 DV1680* NAD 83(1986)-  33 27 04.     (N)    112 06 32.     (W)     SCALED    
 DV1680* NAVD 88     -       326.995  (meters)    1072.82   (feet)  ADJUSTED  
 DV1680  ___________________________________________________________________
 DV1680  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1680  DYNAMIC HT  -         326.616 (meters)    1071.57  (feet)  COMP
 DV1680  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DV1680
 DV1680  VERT ORDER  -  SECOND    CLASS I
 DV1680
 DV1680.The horizontal coordinates were scaled from a topographic map and have
 DV1680.an estimated accuracy of +/- 6 seconds.
 DV1680
 DV1680.The orthometric height was determined by differential leveling
 DV1680.and adjusted in November 1993.
 DV1680
 DV1680.The geoid height was determined by GEOID03.
 DV1680
 DV1680.The dynamic height is computed by dividing the NAVD 88
 DV1680.geopotential number by the normal gravity value computed on the
 DV1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1680.degrees latitude (g = 980.6199 gals.).
 DV1680
 DV1680.The modeled gravity was interpolated from observed gravity values.
 DV1680
 DV1680;                    North         East    Units  Estimated Accuracy
 DV1680;SPC AZ C     -   271,800.      195,490.      MT  (+/- 180 meters Scaled)
 DV1680
 DV1680                          SUPERSEDED SURVEY CONTROL
 DV1680
 DV1680.No superseded survey control is available for this station.
 DV1680
 DV1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969018(NAD 83)
 DV1680_MARKER: DB = BENCH MARK DISK
 DV1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1680_SP_SET: CONCRETE POST
 DV1680_STAMPING: 1400-33
 DV1680_MARK LOGO: AZDT  
 DV1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1680+STABILITY: SURFACE MOTION
 DV1680
 DV1680  HISTORY     - Date     Condition        Report By
 DV1680  HISTORY     - UNK      MONUMENTED       AZDT
 DV1680  HISTORY     - 1981     GOOD             AZDT
 DV1680
 DV1680                          STATION DESCRIPTION
 DV1680
 DV1680'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1680'IN PHOENIX.
 DV1680'IN PHOENIX, 2 MI (3.22 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1680'INTERSECTION OF 19TH AVENUE TO ADAMS STREET, THENCE NORTH ALONG ACCESS
 DV1680'ROAD FOR 0.2 MI (0.23 KM) TO STATION LOCATED 317 NORTH BLACK CANYON
 DV1680'ACROSS FROM BMS AUTO REPAIR, 7.0 FT (2.13 METERS) EAST OF FREEWAY
 DV1680'FENCE, AND 25.0 FT (7.62 METERS) WEST OF ACCESS ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1683 ***********************************************************************
 DV1683  DESIGNATION -  1400 34
 DV1683  PID         -  DV1683
 DV1683  STATE/COUNTY-  AZ/MARICOPA
 DV1683  USGS QUAD   -  PHOENIX (1982)
 DV1683
 DV1683                         *CURRENT SURVEY CONTROL
 DV1683  ___________________________________________________________________
 DV1683* NAD 83(1986)-  33 27 56.     (N)    112 06 03.     (W)     SCALED    
 DV1683* NAVD 88     -       330.670  (meters)    1084.87   (feet)  ADJUSTED  
 DV1683  ___________________________________________________________________
 DV1683  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV1683  DYNAMIC HT  -         330.286 (meters)    1083.61  (feet)  COMP
 DV1683  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1683
 DV1683  VERT ORDER  -  SECOND    CLASS I
 DV1683
 DV1683.The horizontal coordinates were scaled from a topographic map and have
 DV1683.an estimated accuracy of +/- 6 seconds.
 DV1683
 DV1683.The orthometric height was determined by differential leveling
 DV1683.and adjusted in November 1993.
 DV1683
 DV1683.The geoid height was determined by GEOID03.
 DV1683
 DV1683.The dynamic height is computed by dividing the NAVD 88
 DV1683.geopotential number by the normal gravity value computed on the
 DV1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1683.degrees latitude (g = 980.6199 gals.).
 DV1683
 DV1683.The modeled gravity was interpolated from observed gravity values.
 DV1683
 DV1683;                    North         East    Units  Estimated Accuracy
 DV1683;SPC AZ C     -   273,400.      196,240.      MT  (+/- 180 meters Scaled)
 DV1683
 DV1683                          SUPERSEDED SURVEY CONTROL
 DV1683
 DV1683.No superseded survey control is available for this station.
 DV1683
 DV1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC977034(NAD 83)
 DV1683_MARKER: DB = BENCH MARK DISK
 DV1683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1683_SP_SET: CONCRETE BASE
 DV1683_STAMPING: 1400-34 1979
 DV1683_MARK LOGO: AZDT  
 DV1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1683
 DV1683  HISTORY     - Date     Condition        Report By
 DV1683  HISTORY     - 1979     MONUMENTED       AZDT
 DV1683  HISTORY     - 1981     GOOD             AZDT
 DV1683
 DV1683                          STATION DESCRIPTION
 DV1683
 DV1683'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1683'IN PHOENIX.
 DV1683'IN PHOENIX, FROM THE INTERSECTION OF 19TH AVENUE AND INTERSTATE 17
 DV1683'TRAVEL NORTH ALONG THE FREEWAY FOR 3.14 (5.06 KM) TO MCDOWELL ROAD,
 DV1683'THENCE EAST ALONG MCDOWELL ROAD FOR 0.5 MI (0.81 KM) TO THE SANTA FE
 DV1683'RAILROAD AND THE MARK ON THE RIGHT, 41.0 FT (12.50 METERS) SOUTH OF
 DV1683'CENTERLINE OF MCDOWELL ROAD, 11.0 FT (3.35 METERS) EAST OF RAILROAD
 DV1683'TRACK, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON THE SOUTHWEST CORNER
 DV1683'OF A 3.2- BY 2.5 FOOT CONCRETE BASE FOR
 DV1683'RAILROAD SIGNAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1745 ***********************************************************************
 DU1745  DESIGNATION -  1400 4
 DU1745  PID         -  DU1745
 DU1745  STATE/COUNTY-  AZ/MARICOPA
 DU1745  USGS QUAD   -  TEMPE (1982)
 DU1745
 DU1745                         *CURRENT SURVEY CONTROL
 DU1745  ___________________________________________________________________
 DU1745* NAD 83(1986)-  33 24 00.     (N)    111 57 40.     (W)     SCALED    
 DU1745* NAVD 88     -       352.962  (meters)    1158.01   (feet)  ADJUSTED  
 DU1745  ___________________________________________________________________
 DU1745  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1745  DYNAMIC HT  -         352.556 (meters)    1156.68  (feet)  COMP
 DU1745  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DU1745
 DU1745  VERT ORDER  -  SECOND    CLASS I
 DU1745
 DU1745.The horizontal coordinates were scaled from a topographic map and have
 DU1745.an estimated accuracy of +/- 6 seconds.
 DU1745
 DU1745.The orthometric height was determined by differential leveling
 DU1745.and adjusted in November 1993.
 DU1745
 DU1745.The geoid height was determined by GEOID03.
 DU1745
 DU1745.The dynamic height is computed by dividing the NAVD 88
 DU1745.geopotential number by the normal gravity value computed on the
 DU1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1745.degrees latitude (g = 980.6199 gals.).
 DU1745
 DU1745.The modeled gravity was interpolated from observed gravity values.
 DU1745
 DU1745;                    North         East    Units  Estimated Accuracy
 DU1745;SPC AZ C     -   266,110.      209,230.      MT  (+/- 180 meters Scaled)
 DU1745
 DU1745                          SUPERSEDED SURVEY CONTROL
 DU1745
 DU1745.No superseded survey control is available for this station.
 DU1745
 DU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106960(NAD 83)
 DU1745_MARKER: DB = BENCH MARK DISK
 DU1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1745_SP_SET: CONCRETE SLAB
 DU1745_STAMPING: BM 1400-4 1978
 DU1745_MARK LOGO: AZDT  
 DU1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1745
 DU1745  HISTORY     - Date     Condition        Report By
 DU1745  HISTORY     - 1978     MONUMENTED       AZDT
 DU1745  HISTORY     - 1983     GOOD             AZDT
 DU1745  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU1745
 DU1745                          STATION DESCRIPTION
 DU1745
 DU1745'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DU1745'IN TEMPE.
 DU1745'IN TEMPE, SET IN A CONCRETE SLAB ON THE SOUTHEAST CORNER OF PRIEST AND
 DU1745'ALAMEDA ROADS, 66 FEET (20.12 METERS) EAST OF THE CENTERLINE OF PRIEST
 DU1745'ROAD, 46 FEET (14.02METERS) SOUTH OF THE CENTERLINE OF ALAMEDA ROAD,
 DU1745'AND SET ON A 6-BY 8.5-FOOT CONCRETE SLAB WITH A MAN HOLE IN THE
 DU1745'CENTER.
 DU1745
 DU1745                          STATION RECOVERY (2008)
 DU1745
 DU1745'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1745'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1745'MARK. THERE IS NO SLAB WITH A MANHOLE IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1448 ***********************************************************************
 DU1448  DESIGNATION -  1400 5
 DU1448  PID         -  DU1448
 DU1448  STATE/COUNTY-  AZ/PINAL
 DU1448  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1448
 DU1448                         *CURRENT SURVEY CONTROL
 DU1448  ___________________________________________________________________
 DU1448* NAD 83(1986)-  33 23 12.     (N)    111 34 38.     (W)     SCALED    
 DU1448* NAVD 88     -       480.85   (+/-2cm)    1577.6    (feet)  VERTCON   
 DU1448  ___________________________________________________________________
 DU1448  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1448  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1448
 DU1448.The horizontal coordinates were scaled from a topographic map and have
 DU1448.an estimated accuracy of +/- 6 seconds.
 DU1448
 DU1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1448.The vertical order pertains to the NGVD 29 superseded value.
 DU1448
 DU1448.The geoid height was determined by GEOID03.
 DU1448
 DU1448;                    North         East    Units  Estimated Accuracy
 DU1448;SPC AZ C     -   264,680.      244,940.      MT  (+/- 180 meters Scaled)
 DU1448
 DU1448                          SUPERSEDED SURVEY CONTROL
 DU1448
 DU1448  NGVD 29 (??/??/92)  480.308  (m)         1575.81   (f) ADJ UNCH    1 1
 DU1448
 DU1448.Superseded values are not recommended for survey control.
 DU1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1448.See file dsdata.txt to determine how the superseded data were derived.
 DU1448
 DU1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB463943(NAD 83)
 DU1448_MARKER: Z = SEE DESCRIPTION
 DU1448_SETTING: 0 = UNSPECIFIED SETTING
 DU1448_STAMPING: 1400-5
 DU1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1448
 DU1448  HISTORY     - Date     Condition        Report By
 DU1448  HISTORY     - UNK      MONUMENTED       NGS
 DU1448  HISTORY     - 1975     GOOD             AZDT
 DU1448  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1448  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1448
 DU1448                          STATION DESCRIPTION
 DU1448
 DU1448'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1448'6.65 MI SW FROM PALM SPRINGS.
 DU1448'FROM THE INTERSECTION OF MERIDION ROAD AND THE SUPERSTITION FREEWAY
 DU1448'CENTERLINE, SOUTH ABOUT 150 FT. TO A CORNER POST OF A FENCE AND A
 DU1448'FENCE LEADING EAST, THENCE EAST ALONG THE FENCE ABOUT 935 FT. AND TO
 DU1448'THE STATION.  1.3 FT. SOUTH OF A 12 IN. BY 6 IN. FENCE POST AND EAST
 DU1448'WEST FENCE LINE.  OPPOSITE AND SOUTH OF A NORTH RUNNING FENCE THROUGH
 DU1448'THE GRASS FARM.  SUPERSTITION FREEWAY, SOUTH OF APACHE JUNCTION.  A
 DU1448'REBAR, UP 0.05 FT. WITH AN ALUMINUM COLLAR ATTACHED.
 DU1448
 DU1448                          STATION RECOVERY (1999)
 DU1448
 DU1448'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1448'MARK NOT FOUND.
 DU1448
 DU1448                          STATION RECOVERY (2008)
 DU1448
 DU1448'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1448'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1448'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1448' 
 DU1448' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1717 ***********************************************************************
 DU1717  DESIGNATION -  1400 5
 DU1717  PID         -  DU1717
 DU1717  STATE/COUNTY-  AZ/MARICOPA
 DU1717  USGS QUAD   -  TEMPE (1982)
 DU1717
 DU1717                         *CURRENT SURVEY CONTROL
 DU1717  ___________________________________________________________________
 DU1717* NAD 83(1986)-  33 23 34.     (N)    111 58 07.     (W)     SCALED    
 DU1717* NAVD 88     -       355.926  (meters)    1167.73   (feet)  ADJUSTED  
 DU1717  ___________________________________________________________________
 DU1717  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1717  DYNAMIC HT  -         355.516 (meters)    1166.39  (feet)  COMP
 DU1717  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DU1717
 DU1717  VERT ORDER  -  SECOND    CLASS I
 DU1717
 DU1717.The horizontal coordinates were scaled from a topographic map and have
 DU1717.an estimated accuracy of +/- 6 seconds.
 DU1717
 DU1717.The orthometric height was determined by differential leveling
 DU1717.and adjusted in November 1993.
 DU1717
 DU1717.The geoid height was determined by GEOID03.
 DU1717
 DU1717.The dynamic height is computed by dividing the NAVD 88
 DU1717.geopotential number by the normal gravity value computed on the
 DU1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1717.degrees latitude (g = 980.6199 gals.).
 DU1717
 DU1717.The modeled gravity was interpolated from observed gravity values.
 DU1717
 DU1717;                    North         East    Units  Estimated Accuracy
 DU1717;SPC AZ C     -   265,310.      208,530.      MT  (+/- 180 meters Scaled)
 DU1717
 DU1717                          SUPERSEDED SURVEY CONTROL
 DU1717
 DU1717.No superseded survey control is available for this station.
 DU1717
 DU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099952(NAD 83)
 DU1717_MARKER: DB = BENCH MARK DISK
 DU1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1717_SP_SET: CONCRETE POST
 DU1717_STAMPING: 1400-5 1978
 DU1717_MARK LOGO: AZDT  
 DU1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1717+STABILITY: SURFACE MOTION
 DU1717
 DU1717  HISTORY     - Date     Condition        Report By
 DU1717  HISTORY     - 1978     MONUMENTED       AZDT
 DU1717  HISTORY     - 1981     GOOD             AZDT
 DU1717  HISTORY     - 20060829 MARK NOT FOUND   GEOCAC
 DU1717
 DU1717                          STATION DESCRIPTION
 DU1717
 DU1717'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1717'IN TEMPE.
 DU1717'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1717'TRAVEL NORTH ALONG INTERSTATE 10 FOR 1.0 MI (1.61 KM) TO THE SOUTHERN
 DU1717'AVENUE UNDERPASS AND THE MARK ON THE RIGHT, 31 FT (9.44 METERS)
 DU1717'SOUTHEAST OF THE SOUTHEAST CORER OF THE OVERPASS, 94 FT (28.65 METERS)
 DU1717'SOUTH OF CENTER OF SOUTHERN AVENUE, A STANDARD AZDT ALUMINUM CAP IN A
 DU1717'CONCRETE POST 0.3 FT (0.984 METERS) ABOVE GROUND.
 DU1717
 DU1717                          STATION RECOVERY (2006)
 DU1717
 DU1717'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1717'A THOROUGH SEARCH REVEALED NO SIGN OF THE MARK. FOUR CEMENT-FILLED
 DU1717'STEEL PIPES/COLUMNS WERE FOUND AT THE DESCRIBED LOCATION, BUT NO AZDT
 DU1717'CAPS WERE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1718 ***********************************************************************
 DU1718  DESIGNATION -  1400 5 A
 DU1718  PID         -  DU1718
 DU1718  STATE/COUNTY-  AZ/MARICOPA
 DU1718  USGS QUAD   -  TEMPE (1982)
 DU1718
 DU1718                         *CURRENT SURVEY CONTROL
 DU1718  ___________________________________________________________________
 DU1718* NAD 83(1986)-  33 23 34.     (N)    111 58 06.     (W)     SCALED    
 DU1718* NAVD 88     -       355.211  (meters)    1165.39   (feet)  ADJUSTED  
 DU1718  ___________________________________________________________________
 DU1718  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1718  DYNAMIC HT  -         354.802 (meters)    1164.05  (feet)  COMP
 DU1718  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DU1718
 DU1718  VERT ORDER  -  SECOND    CLASS I
 DU1718
 DU1718.The horizontal coordinates were scaled from a topographic map and have
 DU1718.an estimated accuracy of +/- 6 seconds.
 DU1718
 DU1718.The orthometric height was determined by differential leveling
 DU1718.and adjusted in November 1993.
 DU1718
 DU1718.The geoid height was determined by GEOID03.
 DU1718
 DU1718.The dynamic height is computed by dividing the NAVD 88
 DU1718.geopotential number by the normal gravity value computed on the
 DU1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1718.degrees latitude (g = 980.6199 gals.).
 DU1718
 DU1718.The modeled gravity was interpolated from observed gravity values.
 DU1718
 DU1718;                    North         East    Units  Estimated Accuracy
 DU1718;SPC AZ C     -   265,310.      208,550.      MT  (+/- 180 meters Scaled)
 DU1718
 DU1718                          SUPERSEDED SURVEY CONTROL
 DU1718
 DU1718.No superseded survey control is available for this station.
 DU1718
 DU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099952(NAD 83)
 DU1718_MARKER: DB = BENCH MARK DISK
 DU1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1718_SP_SET: CONCRETE POST
 DU1718_STAMPING: 1400-5A
 DU1718_MARK LOGO: AZDT  
 DU1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1718+STABILITY: SURFACE MOTION
 DU1718
 DU1718  HISTORY     - Date     Condition        Report By
 DU1718  HISTORY     - UNK      MONUMENTED       AZDT
 DU1718  HISTORY     - 1981     GOOD             AZDT
 DU1718  HISTORY     - 20060829 MARK NOT FOUND   GEOCAC
 DU1718
 DU1718                          STATION DESCRIPTION
 DU1718
 DU1718'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1718'IN TEMPE.
 DU1718'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1718'TRAVEL NORTH ALONG INTERSTATE 10 FOR 1.0 MI (1.61 KM) TO SOUTHERN
 DU1718'AVENUE UNDERPASS AND THE MARK ON THE RIGHT, 100 FT (30.48 METERS)
 DU1718'SOUTH OF SOUTHERN AVENUE, 8.2 FT (2.50 METERS) NORTHEAST OF AZDT RIGHT
 DU1718'OF WAY MONUMENT IN FENCE CORNER, 39.5 (12.04 METERS) SOUTHEAST OF BM
 DU1718'AGS 1400 5 AZDT, A STANDARD AZDT ALUMINUM CAP IN CONCRETE POST.
 DU1718
 DU1718                          STATION RECOVERY (2006)
 DU1718
 DU1718'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1718'A THOROUGH SEARCH REVEALED NO SIGN OF THE MARK. FOUR CEMENT-FILLED
 DU1718'STEEL PIPES/COLUMNS WERE FOUND AT THE DESCRIBED LOCATION, BUT NO AZDT
 DU1718'CAPS WERE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1550 ***********************************************************************
 CZ1550  DESIGNATION -  1400 50
 CZ1550  PID         -  CZ1550
 CZ1550  STATE/COUNTY-  AZ/PINAL
 CZ1550  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1550
 CZ1550                         *CURRENT SURVEY CONTROL
 CZ1550  ___________________________________________________________________
 CZ1550* NAD 83(1986)-  32 50 07.     (N)    111 43 03.     (W)     SCALED    
 CZ1550* NAVD 88     -       444.69   (+/-2cm)    1459.0    (feet)  VERTCON   
 CZ1550  ___________________________________________________________________
 CZ1550  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1550  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1550
 CZ1550.The horizontal coordinates were scaled from a topographic map and have
 CZ1550.an estimated accuracy of +/- 6 seconds.
 CZ1550
 CZ1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1550.The vertical order pertains to the NGVD 29 superseded value.
 CZ1550
 CZ1550.The geoid height was determined by GEOID03.
 CZ1550
 CZ1550;                    North         East    Units  Estimated Accuracy
 CZ1550;SPC AZ C     -   203,500.      232,010.      MT  (+/- 180 meters Scaled)
 CZ1550
 CZ1550                          SUPERSEDED SURVEY CONTROL
 CZ1550
 CZ1550  NGVD 29 (??/??/92)  444.146  (m)         1457.17   (f) ADJ UNCH    1 2
 CZ1550
 CZ1550.Superseded values are not recommended for survey control.
 CZ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1550.See file dsdata.txt to determine how the superseded data were derived.
 CZ1550
 CZ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB328332(NAD 83)
 CZ1550_MARKER: DD = SURVEY DISK
 CZ1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1550_SP_SET: SIGN BASE
 CZ1550_STAMPING: P M BM 1400-50
 CZ1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1550
 CZ1550  HISTORY     - Date     Condition        Report By
 CZ1550  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1550  HISTORY     - 1975     GOOD             AZDT
 CZ1550  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ1550
 CZ1550                          STATION DESCRIPTION
 CZ1550
 CZ1550'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1550'4.5 MI SE FROM CASA GRANDE.
 CZ1550'FROM MILEPOST 176, I-8, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1550'THE STATION ON THE LEFT.  ON THE SOUTH EDGE OF THE NORTH BASE OF I-8
 CZ1550'SIGN FOR EXITS 178 A AND 178 B PHOENIX AND TUCSON SIGNS.  35 FT. NORTH
 CZ1550'OF THE SOUTH R/W FENCE.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1550'BRASS CAP CEMENTED TO THE BASE OF ONE OF THE INT. SIGNS.
 CZ1550
 CZ1550                          STATION RECOVERY (2007)
 CZ1550
 CZ1550'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1552 ***********************************************************************
 CZ1552  DESIGNATION -  1400 51
 CZ1552  PID         -  CZ1552
 CZ1552  STATE/COUNTY-  AZ/PINAL
 CZ1552  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1552
 CZ1552                         *CURRENT SURVEY CONTROL
 CZ1552  ___________________________________________________________________
 CZ1552* NAD 83(1986)-  32 49 54.     (N)    111 42 26.     (W)     SCALED    
 CZ1552* NAVD 88     -       447.15   (+/-2cm)    1467.0    (feet)  VERTCON   
 CZ1552  ___________________________________________________________________
 CZ1552  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1552  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1552
 CZ1552.The horizontal coordinates were scaled from a topographic map and have
 CZ1552.an estimated accuracy of +/- 6 seconds.
 CZ1552
 CZ1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1552.The vertical order pertains to the NGVD 29 superseded value.
 CZ1552
 CZ1552.The geoid height was determined by GEOID03.
 CZ1552
 CZ1552;                    North         East    Units  Estimated Accuracy
 CZ1552;SPC AZ C     -   203,100.      232,970.      MT  (+/- 180 meters Scaled)
 CZ1552
 CZ1552                          SUPERSEDED SURVEY CONTROL
 CZ1552
 CZ1552  NGVD 29 (??/??/92)  446.606  (m)         1465.24   (f) ADJ UNCH    1 2
 CZ1552
 CZ1552.Superseded values are not recommended for survey control.
 CZ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1552.See file dsdata.txt to determine how the superseded data were derived.
 CZ1552
 CZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB338328(NAD 83)
 CZ1552_MARKER: DD = SURVEY DISK
 CZ1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1552_SP_SET: CULVERT
 CZ1552_STAMPING: P M BM 1400-51
 CZ1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1552+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1552
 CZ1552  HISTORY     - Date     Condition        Report By
 CZ1552  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1552  HISTORY     - 1975     GOOD             AZDT
 CZ1552  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1552
 CZ1552                          STATION DESCRIPTION
 CZ1552
 CZ1552'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1552'4.95 MI SE FROM CASA GRANDE.
 CZ1552'FROM MILEPOST 176, I-8, EAST ON THE INTERSTATE FOR 0.65 MILES, ENTER
 CZ1552'THE ACCESS ROAD FOR THE REST AREA ON THE SOUTH, AND TO THE STATION ON
 CZ1552'THE RIGHT.  ABOUT 15 FT. SOUTH OF THE SOUTH EDGE OF THE RAMP TO THE
 CZ1552'REST AREA.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 22 FT.
 CZ1552'CULVERT.
 CZ1552
 CZ1552                          STATION RECOVERY (2007)
 CZ1552
 CZ1552'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1553 ***********************************************************************
 CZ1553  DESIGNATION -  1400 52
 CZ1553  PID         -  CZ1553
 CZ1553  STATE/COUNTY-  AZ/PINAL
 CZ1553  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1553
 CZ1553                         *CURRENT SURVEY CONTROL
 CZ1553  ___________________________________________________________________
 CZ1553* NAD 83(1986)-  32 49 44.     (N)    111 42 10.     (W)     SCALED    
 CZ1553* NAVD 88     -       448.49   (+/-2cm)    1471.4    (feet)  VERTCON   
 CZ1553  ___________________________________________________________________
 CZ1553  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1553  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1553
 CZ1553.The horizontal coordinates were scaled from a topographic map and have
 CZ1553.an estimated accuracy of +/- 6 seconds.
 CZ1553
 CZ1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1553.The vertical order pertains to the NGVD 29 superseded value.
 CZ1553
 CZ1553.The geoid height was determined by GEOID03.
 CZ1553
 CZ1553;                    North         East    Units  Estimated Accuracy
 CZ1553;SPC AZ C     -   202,800.      233,390.      MT  (+/- 180 meters Scaled)
 CZ1553
 CZ1553                          SUPERSEDED SURVEY CONTROL
 CZ1553
 CZ1553  NGVD 29 (??/??/92)  447.950  (m)         1469.65   (f) ADJ UNCH    1 2
 CZ1553
 CZ1553.Superseded values are not recommended for survey control.
 CZ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1553.See file dsdata.txt to determine how the superseded data were derived.
 CZ1553
 CZ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB342325(NAD 83)
 CZ1553_MARKER: DD = SURVEY DISK
 CZ1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1553_SP_SET: CONCRETE
 CZ1553_STAMPING: P M BM 1400-52
 CZ1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1553
 CZ1553  HISTORY     - Date     Condition        Report By
 CZ1553  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1553  HISTORY     - 1975     GOOD             AZDT
 CZ1553
 CZ1553                          STATION DESCRIPTION
 CZ1553
 CZ1553'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1553'5.15 MI SE FROM CASA GRANDE.
 CZ1553'FROM MILEPOST 177, I-8, WEST FOR 0.05 MILES AND TO THE STATION ON THE
 CZ1553'LEFT.  ON THE EAST END OF THE DIVIDER BETWEEN THE EAST BOUND LANE AND
 CZ1553'THE RAMP FOR THE REST AREA.  AN AHD BRASS CAP SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1554 ***********************************************************************
 CZ1554  DESIGNATION -  1400 53
 CZ1554  PID         -  CZ1554
 CZ1554  STATE/COUNTY-  AZ/PINAL
 CZ1554  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1554
 CZ1554                         *CURRENT SURVEY CONTROL
 CZ1554  ___________________________________________________________________
 CZ1554* NAD 83(1986)-  32 49 40.     (N)    111 42 03.     (W)     SCALED    
 CZ1554* NAVD 88     -       448.53   (+/-2cm)    1471.6    (feet)  VERTCON   
 CZ1554  ___________________________________________________________________
 CZ1554  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1554  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1554
 CZ1554.The horizontal coordinates were scaled from a topographic map and have
 CZ1554.an estimated accuracy of +/- 6 seconds.
 CZ1554
 CZ1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1554.The vertical order pertains to the NGVD 29 superseded value.
 CZ1554
 CZ1554.The geoid height was determined by GEOID03.
 CZ1554
 CZ1554;                    North         East    Units  Estimated Accuracy
 CZ1554;SPC AZ C     -   202,670.      233,570.      MT  (+/- 180 meters Scaled)
 CZ1554
 CZ1554                          SUPERSEDED SURVEY CONTROL
 CZ1554
 CZ1554  NGVD 29 (??/??/92)  447.988  (m)         1469.77   (f) ADJ UNCH    1 2
 CZ1554
 CZ1554.Superseded values are not recommended for survey control.
 CZ1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1554.See file dsdata.txt to determine how the superseded data were derived.
 CZ1554
 CZ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB344324(NAD 83)
 CZ1554_MARKER: DD = SURVEY DISK
 CZ1554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1554_SP_SET: CULVERT
 CZ1554_STAMPING: P M BM 1400-53
 CZ1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1554
 CZ1554  HISTORY     - Date     Condition        Report By
 CZ1554  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1554  HISTORY     - 1975     GOOD             AZDT
 CZ1554  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1554
 CZ1554                          STATION DESCRIPTION
 CZ1554
 CZ1554'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1554'5.25 MI SE FROM CASA GRANDE.
 CZ1554'FROM MILEPOST 177, I-8, EAST FOR 0.05 MILES AND TO THE STATION ON THE
 CZ1554'RIGHT.  50 FT. SOUTH OF THE EASTBOUND CENTERLINE.  AN AHD BRASS CAP,
 CZ1554'SET ON THE TOP AND CENTER OF A 32 FT. CULVERT HEADWALL.
 CZ1554
 CZ1554                          STATION RECOVERY (2007)
 CZ1554
 CZ1554'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1557 ***********************************************************************
 CZ1557  DESIGNATION -  1400 54
 CZ1557  PID         -  CZ1557
 CZ1557  STATE/COUNTY-  AZ/PINAL
 CZ1557  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1557
 CZ1557                         *CURRENT SURVEY CONTROL
 CZ1557  ___________________________________________________________________
 CZ1557* NAD 83(1986)-  32 49 04.     (N)    111 41 05.     (W)     SCALED    
 CZ1557* NAVD 88     -       449.00   (+/-2cm)    1473.1    (feet)  VERTCON   
 CZ1557  ___________________________________________________________________
 CZ1557  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1557  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1557
 CZ1557.The horizontal coordinates were scaled from a topographic map and have
 CZ1557.an estimated accuracy of +/- 6 seconds.
 CZ1557
 CZ1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1557.The vertical order pertains to the NGVD 29 superseded value.
 CZ1557
 CZ1557.The geoid height was determined by GEOID03.
 CZ1557
 CZ1557;                    North         East    Units  Estimated Accuracy
 CZ1557;SPC AZ C     -   201,570.      235,080.      MT  (+/- 180 meters Scaled)
 CZ1557
 CZ1557                          SUPERSEDED SURVEY CONTROL
 CZ1557
 CZ1557  NGVD 29 (??/??/92)  448.446  (m)         1471.28   (f) ADJ UNCH    1 2
 CZ1557
 CZ1557.Superseded values are not recommended for survey control.
 CZ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1557.See file dsdata.txt to determine how the superseded data were derived.
 CZ1557
 CZ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB359312(NAD 83)
 CZ1557_MARKER: DD = SURVEY DISK
 CZ1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1557_SP_SET: CULVERT
 CZ1557_STAMPING: P M BM 1400-54
 CZ1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1557
 CZ1557  HISTORY     - Date     Condition        Report By
 CZ1557  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1557  HISTORY     - 1975     GOOD             AZDT
 CZ1557  HISTORY     - 1975     GOOD             AZDT
 CZ1557
 CZ1557                          STATION DESCRIPTION
 CZ1557
 CZ1557'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1557'6.55 MI SE FROM CASA BLANCA.
 CZ1557'FROM MILEPOST 178, I-8, EAST FOR 0.2 MILES AND TO THE STATION ON THE
 CZ1557'RIGHT.  25 FT. SOUTH OF THE EASTBOUND CENTERLINE.  AN AHD BRASS CAP,
 CZ1557'SET ON A 120 FT. CULVERT HEADWALL.
 CZ1557
 CZ1557                          STATION RECOVERY (1975)
 CZ1557
 CZ1557'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1557'FROM MILEPOST 178, I-8, EAST FOR 0.2 MILES AND TO THE STATION ON THE
 CZ1557'RIGHT.  25 FT. SOUTH OF THE EASTBOUND CENTERLINE.  AN AHD BRASS CAP,
 CZ1557'SET ON A 120 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1561 ***********************************************************************
 CZ1561  DESIGNATION -  1400 55
 CZ1561  PID         -  CZ1561
 CZ1561  STATE/COUNTY-  AZ/PINAL
 CZ1561  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1561
 CZ1561                         *CURRENT SURVEY CONTROL
 CZ1561  ___________________________________________________________________
 CZ1561* NAD 83(1986)-  32 48 56.     (N)    111 40 50.     (W)     SCALED    
 CZ1561* NAVD 88     -       450.35   (+/-2cm)    1477.5    (feet)  VERTCON   
 CZ1561  ___________________________________________________________________
 CZ1561  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1561  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1561
 CZ1561.The horizontal coordinates were scaled from a topographic map and have
 CZ1561.an estimated accuracy of +/- 6 seconds.
 CZ1561
 CZ1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1561.The vertical order pertains to the NGVD 29 superseded value.
 CZ1561
 CZ1561.The geoid height was determined by GEOID03.
 CZ1561
 CZ1561;                    North         East    Units  Estimated Accuracy
 CZ1561;SPC AZ C     -   201,320.      235,470.      MT  (+/- 180 meters Scaled)
 CZ1561
 CZ1561                          SUPERSEDED SURVEY CONTROL
 CZ1561
 CZ1561  NGVD 29 (??/??/92)  449.795  (m)         1475.70   (f) ADJ UNCH    1 2
 CZ1561
 CZ1561.Superseded values are not recommended for survey control.
 CZ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1561.See file dsdata.txt to determine how the superseded data were derived.
 CZ1561
 CZ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB362310(NAD 83)
 CZ1561_MARKER: DD = SURVEY DISK
 CZ1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1561_SP_SET: DIVIDER
 CZ1561_STAMPING: P M BM 1400-55
 CZ1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1561
 CZ1561  HISTORY     - Date     Condition        Report By
 CZ1561  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1561  HISTORY     - 1975     GOOD             AZDT
 CZ1561  HISTORY     - 1975     GOOD             AZDT
 CZ1561  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1561
 CZ1561                          STATION DESCRIPTION
 CZ1561
 CZ1561'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1561'6.95 MI SE FROM CASA GRANDE.
 CZ1561'FROM MILEPOST 178, I-8, EAST FOR 0.5 MILES AND TO THE STATION ON THE
 CZ1561'LEFT.  EAST END OF A CONCRETE DIVIDER.  AN AHD BRASS CAP, SET ON THE
 CZ1561'EAST END OF THE DIVIDER SEPARATING THE EAST BOUND LANES OF I-10 AND
 CZ1561'I-8.
 CZ1561
 CZ1561                          STATION RECOVERY (1975)
 CZ1561
 CZ1561'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1561'FROM MILEPOST 178, I-8, EAST FOR 0.5 MILES AND TO THE STATION ON THE
 CZ1561'LEFT.  EAST END OF A CONCRETE DIVIDER.  AN AHD BRASS CAP, SET ON THE
 CZ1561'EAST END OF THE DIVIDER SEPARATING THE EAST BOUND LANES OF I-10 AND
 CZ1561'I-8.
 CZ1561
 CZ1561                          STATION RECOVERY (2007)
 CZ1561
 CZ1561'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1564 ***********************************************************************
 CZ1564  DESIGNATION -  1400 56
 CZ1564  PID         -  CZ1564
 CZ1564  STATE/COUNTY-  AZ/PINAL
 CZ1564  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1564
 CZ1564                         *CURRENT SURVEY CONTROL
 CZ1564  ___________________________________________________________________
 CZ1564* NAD 83(1986)-  32 48 39.     (N)    111 40 26.     (W)     SCALED    
 CZ1564* NAVD 88     -       451.21   (+/-2cm)    1480.3    (feet)  VERTCON   
 CZ1564  ___________________________________________________________________
 CZ1564  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1564  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1564
 CZ1564.The horizontal coordinates were scaled from a topographic map and have
 CZ1564.an estimated accuracy of +/- 6 seconds.
 CZ1564
 CZ1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1564.The vertical order pertains to the NGVD 29 superseded value.
 CZ1564
 CZ1564.The geoid height was determined by GEOID03.
 CZ1564
 CZ1564;                    North         East    Units  Estimated Accuracy
 CZ1564;SPC AZ C     -   200,800.      236,090.      MT  (+/- 180 meters Scaled)
 CZ1564
 CZ1564                          SUPERSEDED SURVEY CONTROL
 CZ1564
 CZ1564  NGVD 29 (??/??/92)  450.656  (m)         1478.53   (f) ADJ UNCH    1 2
 CZ1564
 CZ1564.Superseded values are not recommended for survey control.
 CZ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1564.See file dsdata.txt to determine how the superseded data were derived.
 CZ1564
 CZ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369305(NAD 83)
 CZ1564_MARKER: DD = SURVEY DISK
 CZ1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1564_SP_SET: DIVIDER
 CZ1564_STAMPING: P M BM 1400-56
 CZ1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1564
 CZ1564  HISTORY     - Date     Condition        Report By
 CZ1564  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1564  HISTORY     - 1975     GOOD             AZDT
 CZ1564  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ1564
 CZ1564                          STATION DESCRIPTION
 CZ1564
 CZ1564'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1564'7.5 MI SE FROM CASA BLANCA.
 CZ1564'FROM MILEPOST 200, I-10, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1564'THE STATION ON THE LEFT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1564'RAMP FOR SUNLAND GIN ROAD AND THE EASTBOUND LANE FOR I 10.  AN AHD
 CZ1564'BRASS CAP, SET IN THE WEST END OF CONCRETE DIVIDER.
 CZ1564
 CZ1564                          STATION RECOVERY (2008)
 CZ1564
 CZ1564'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1564'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1564'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1566 ***********************************************************************
 CZ1566  DESIGNATION -  1400 57
 CZ1566  PID         -  CZ1566
 CZ1566  STATE/COUNTY-  AZ/PINAL
 CZ1566  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1566
 CZ1566                         *CURRENT SURVEY CONTROL
 CZ1566  ___________________________________________________________________
 CZ1566* NAD 83(1986)-  32 48 25.     (N)    111 40 03.     (W)     SCALED    
 CZ1566* NAVD 88     -       453.26   (+/-2cm)    1487.1    (feet)  VERTCON   
 CZ1566  ___________________________________________________________________
 CZ1566  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1566  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1566
 CZ1566.The horizontal coordinates were scaled from a topographic map and have
 CZ1566.an estimated accuracy of +/- 6 seconds.
 CZ1566
 CZ1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1566.The vertical order pertains to the NGVD 29 superseded value.
 CZ1566
 CZ1566.The geoid height was determined by GEOID03.
 CZ1566
 CZ1566;                    North         East    Units  Estimated Accuracy
 CZ1566;SPC AZ C     -   200,370.      236,690.      MT  (+/- 180 meters Scaled)
 CZ1566
 CZ1566                          SUPERSEDED SURVEY CONTROL
 CZ1566
 CZ1566  NGVD 29 (??/??/92)  452.710  (m)         1485.27   (f) ADJ UNCH    1 2
 CZ1566
 CZ1566.Superseded values are not recommended for survey control.
 CZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1566.See file dsdata.txt to determine how the superseded data were derived.
 CZ1566
 CZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB375300(NAD 83)
 CZ1566_MARKER: DD = SURVEY DISK
 CZ1566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1566_SP_SET: DIVIDER
 CZ1566_STAMPING: P M BM 1400-57
 CZ1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1566
 CZ1566  HISTORY     - Date     Condition        Report By
 CZ1566  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1566  HISTORY     - 1975     GOOD             AZDT
 CZ1566
 CZ1566                          STATION DESCRIPTION
 CZ1566
 CZ1566'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1566'7.75 MI SE FROM CASA BLANCA.
 CZ1566'FROM MILEPOST 200, I-10, EAST FOR 0.4 MILES AND TO THE STATION ON THE
 CZ1566'RIGHT.  ON THE EAST END OF A DIVIDER.  AN AHD BRASS CAP, SET ON THE
 CZ1566'EAST END OF THE DIVIDER BETWEEN THE EAST BOUND LANE AND THE ARIZONA
 CZ1566'CITY ROAD.  (THE RAMP TO SUNLAND GIN ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1572 ***********************************************************************
 CZ1572  DESIGNATION -  1400 58
 CZ1572  PID         -  CZ1572
 CZ1572  STATE/COUNTY-  AZ/PINAL
 CZ1572  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1572
 CZ1572                         *CURRENT SURVEY CONTROL
 CZ1572  ___________________________________________________________________
 CZ1572* NAD 83(1986)-  32 47 21.     (N)    111 38 19.     (W)     SCALED    
 CZ1572* NAVD 88     -       457.96   (+/-2cm)    1502.5    (feet)  VERTCON   
 CZ1572  ___________________________________________________________________
 CZ1572  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1572  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1572
 CZ1572.The horizontal coordinates were scaled from a topographic map and have
 CZ1572.an estimated accuracy of +/- 6 seconds.
 CZ1572
 CZ1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1572.The vertical order pertains to the NGVD 29 superseded value.
 CZ1572
 CZ1572.The geoid height was determined by GEOID03.
 CZ1572
 CZ1572;                    North         East    Units  Estimated Accuracy
 CZ1572;SPC AZ C     -   198,410.      239,400.      MT  (+/- 180 meters Scaled)
 CZ1572
 CZ1572                          SUPERSEDED SURVEY CONTROL
 CZ1572
 CZ1572  NGVD 29 (??/??/92)  457.414  (m)         1500.70   (f) ADJ UNCH    1 2
 CZ1572
 CZ1572.Superseded values are not recommended for survey control.
 CZ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1572.See file dsdata.txt to determine how the superseded data were derived.
 CZ1572
 CZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB402280(NAD 83)
 CZ1572_MARKER: DD = SURVEY DISK
 CZ1572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1572_SP_SET: FOOTING
 CZ1572_STAMPING: 1400-58
 CZ1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1572+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1572
 CZ1572  HISTORY     - Date     Condition        Report By
 CZ1572  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1572  HISTORY     - 1975     GOOD             AZDT
 CZ1572  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1572
 CZ1572                          STATION DESCRIPTION
 CZ1572
 CZ1572'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1572'7.5 MI NW FROM ELOY.
 CZ1572'FROM MILEPOST 202, I-10, EAST FOR 0.45 MILES AND TO THE STATION ON THE
 CZ1572'RIGHT.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY A P AND M SURVEY
 CZ1572'SIGN.  AN AHD BRASS CAP, CEMENTED TO THE CONCRETE FOOTING FOR A FENCE
 CZ1572'POST FOR THE SOUTH R/W FENCE LINE.  NOTE-- DISTANCE TAKEN FROM ELOY BY
 CZ1572'GOING SOUTH ON SUNSHINE BLVD TO MILLICAN RD.  (TAKE OFF POINT WAS RT
 CZ1572'84, 93 AND SUNSHINE BLVD).  9.95 MI SE OF CASA GRANDE.
 CZ1572
 CZ1572                          STATION RECOVERY (2007)
 CZ1572
 CZ1572'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1575 ***********************************************************************
 CZ1575  DESIGNATION -  1400 59
 CZ1575  PID         -  CZ1575
 CZ1575  STATE/COUNTY-  AZ/PINAL
 CZ1575  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1575
 CZ1575                         *CURRENT SURVEY CONTROL
 CZ1575  ___________________________________________________________________
 CZ1575* NAD 83(1986)-  32 46 53.     (N)    111 37 35.     (W)     SCALED    
 CZ1575* NAVD 88     -       461.20   (+/-2cm)    1513.1    (feet)  VERTCON   
 CZ1575  ___________________________________________________________________
 CZ1575  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1575  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1575
 CZ1575.The horizontal coordinates were scaled from a topographic map and have
 CZ1575.an estimated accuracy of +/- 6 seconds.
 CZ1575
 CZ1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1575.The vertical order pertains to the NGVD 29 superseded value.
 CZ1575
 CZ1575.The geoid height was determined by GEOID03.
 CZ1575
 CZ1575;                    North         East    Units  Estimated Accuracy
 CZ1575;SPC AZ C     -   197,550.      240,550.      MT  (+/- 180 meters Scaled)
 CZ1575
 CZ1575                          SUPERSEDED SURVEY CONTROL
 CZ1575
 CZ1575  NGVD 29 (??/??/92)  460.652  (m)         1511.32   (f) ADJ UNCH    1 2
 CZ1575
 CZ1575.Superseded values are not recommended for survey control.
 CZ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1575.See file dsdata.txt to determine how the superseded data were derived.
 CZ1575
 CZ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB413272(NAD 83)
 CZ1575_MARKER: DD = SURVEY DISK
 CZ1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1575_SP_SET: SIGN BASE
 CZ1575_STAMPING: P M BM 1400-59
 CZ1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1575
 CZ1575  HISTORY     - Date     Condition        Report By
 CZ1575  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1575  HISTORY     - 1975     GOOD             AZDT
 CZ1575  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1575
 CZ1575                          STATION DESCRIPTION
 CZ1575
 CZ1575'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1575'7.5 MI NW FROM ELOY.
 CZ1575'FROM MILEPOST 203, I-10, EAST ON THE INTERSTATE FOR 0.35 MILES AND TO
 CZ1575'THE STATION ON THE RIGHT.  110 FT. SOUTH OF THE CENTERLINE.  ON THE
 CZ1575'NORTH SIDE OF THE NORTH BASE OF THE SIGN, TOLTEC ROAD NEXT RIGHT.  AN
 CZ1575'AHD BRASS CAP, SET ON THE NORTH SIDE OF THE CEMENT BASE OF A SIGN.
 CZ1575
 CZ1575                          STATION RECOVERY (2007)
 CZ1575
 CZ1575'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1724 ***********************************************************************
 DU1724  DESIGNATION -  1400 6
 DU1724  PID         -  DU1724
 DU1724  STATE/COUNTY-  AZ/MARICOPA
 DU1724  USGS QUAD   -  TEMPE (1982)
 DU1724
 DU1724                         *CURRENT SURVEY CONTROL
 DU1724  ___________________________________________________________________
 DU1724* NAD 83(1986)-  33 24 26.     (N)    111 58 42.     (W)     SCALED    
 DU1724* NAVD 88     -       347.834  (meters)    1141.19   (feet)  ADJUSTED  
 DU1724  ___________________________________________________________________
 DU1724  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1724  DYNAMIC HT  -         347.435 (meters)    1139.88  (feet)  COMP
 DU1724  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 DU1724
 DU1724  VERT ORDER  -  SECOND    CLASS I
 DU1724
 DU1724.The horizontal coordinates were scaled from a topographic map and have
 DU1724.an estimated accuracy of +/- 6 seconds.
 DU1724
 DU1724.The orthometric height was determined by differential leveling
 DU1724.and adjusted in November 1993.
 DU1724
 DU1724.The geoid height was determined by GEOID03.
 DU1724
 DU1724.The dynamic height is computed by dividing the NAVD 88
 DU1724.geopotential number by the normal gravity value computed on the
 DU1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1724.degrees latitude (g = 980.6199 gals.).
 DU1724
 DU1724.The modeled gravity was interpolated from observed gravity values.
 DU1724
 DU1724;                    North         East    Units  Estimated Accuracy
 DU1724;SPC AZ C     -   266,910.      207,620.      MT  (+/- 180 meters Scaled)
 DU1724
 DU1724                          SUPERSEDED SURVEY CONTROL
 DU1724
 DU1724.No superseded survey control is available for this station.
 DU1724
 DU1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090968(NAD 83)
 DU1724_MARKER: DB = BENCH MARK DISK
 DU1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1724_SP_SET: CONCRETE LIGHT BASE
 DU1724_STAMPING: 1400-6 1979
 DU1724_MARK LOGO: AZDT  
 DU1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1724
 DU1724  HISTORY     - Date     Condition        Report By
 DU1724  HISTORY     - 1979     MONUMENTED       AZDT
 DU1724  HISTORY     - 19941217 GOOD             USPSQD
 DU1724  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DU1724
 DU1724                          STATION DESCRIPTION
 DU1724
 DU1724'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1724'IN TEMPE.
 DU1724'AT THE SOUTHEAST CORNER OF BROADWAY ROAD AND 48TH STREET IN WEST
 DU1724'TEMPE, 0.2 MI (321.87 METERS) WEST OF ENTRANCE TO DOUBLE BUTTES
 DU1724'CEMENTERY, 200 FT (60.96 METERS) NORTHWEST OF THE NORTHWEST CORNER OF
 DU1724'KNOLL BUSINESS, 91.0 FT (27.73 METERS) SOUTHEAST OF SURVEY HANDHOLE IN
 DU1724'THE CENTER OF INTERSECTION, 0.9 FT (0.27 METERS) NORTH OF NORTH FACE
 DU1724'OF STEEL SIGN POLE, 2.4 (0.72 METERS) SOUTH OF FACE OF CURB, A
 DU1724'STANDARD AZDT ALUMINUM CAP EPOXIED ON COCRETE BASE OF TRAFFIC POLE.
 DU1724
 DU1724                          STATION RECOVERY (1994)
 DU1724
 DU1724'RECOVERY NOTE BY US POWER SQUADRON 1994
 DU1724'RECOVERED IN GOOD CONDITION.
 DU1724
 DU1724                          STATION RECOVERY (2006)
 DU1724
 DU1724'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1724'THERE IS NO DISK EPOXIED ON THE BASE OF THE TRAFFIC SIGNAL POLE AT THE
 DU1724'DESCRIBED LOCATION. THE CONCRETE ANCHOR WAS UNEARTHED, TO NO AVAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1576 ***********************************************************************
 CZ1576  DESIGNATION -  1400 60
 CZ1576  PID         -  CZ1576
 CZ1576  STATE/COUNTY-  AZ/PINAL
 CZ1576  USGS QUAD   -  ELOY NORTH (1992)
 CZ1576
 CZ1576                         *CURRENT SURVEY CONTROL
 CZ1576  ___________________________________________________________________
 CZ1576* NAD 83(1986)-  32 46 39.     (N)    111 37 15.     (W)     SCALED    
 CZ1576* NAVD 88     -       463.53   (+/-2cm)    1520.8    (feet)  VERTCON   
 CZ1576  ___________________________________________________________________
 CZ1576  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1576  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1576
 CZ1576.The horizontal coordinates were scaled from a topographic map and have
 CZ1576.an estimated accuracy of +/- 6 seconds.
 CZ1576
 CZ1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1576.The vertical order pertains to the NGVD 29 superseded value.
 CZ1576
 CZ1576.The geoid height was determined by GEOID03.
 CZ1576
 CZ1576;                    North         East    Units  Estimated Accuracy
 CZ1576;SPC AZ C     -   197,120.      241,070.      MT  (+/- 180 meters Scaled)
 CZ1576
 CZ1576                          SUPERSEDED SURVEY CONTROL
 CZ1576
 CZ1576  NGVD 29 (??/??/92)  462.981  (m)         1518.96   (f) ADJ UNCH    1 2
 CZ1576
 CZ1576.Superseded values are not recommended for survey control.
 CZ1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1576.See file dsdata.txt to determine how the superseded data were derived.
 CZ1576
 CZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418267(NAD 83)
 CZ1576_MARKER: DD = SURVEY DISK
 CZ1576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1576_SP_SET: DIVIDER
 CZ1576_STAMPING: P M BM 1400-60
 CZ1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1576
 CZ1576  HISTORY     - Date     Condition        Report By
 CZ1576  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1576  HISTORY     - 1975     GOOD             AZDT
 CZ1576
 CZ1576                          STATION DESCRIPTION
 CZ1576
 CZ1576'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1576'7.2 MI NW FROM ELOY.
 CZ1576'FROM MILEPOST 203, I-10, EAST ON THE INTERSTATE FOR 0.75 MILES AND TO
 CZ1576'THE STATION ON THE RIGHT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1576'TOLTEC ROAD RAMP AND EAST BOUND I-10.  AN AHD BRASS CAP, SET ON THE
 CZ1576'WEST END OF THE DIVIDER OF TOLTEC ROAD AND EAST BOUND I-10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1579 ***********************************************************************
 CZ1579  DESIGNATION -  1400 61
 CZ1579  PID         -  CZ1579
 CZ1579  STATE/COUNTY-  AZ/PINAL
 CZ1579  USGS QUAD   -  ELOY NORTH (1992)
 CZ1579
 CZ1579                         *CURRENT SURVEY CONTROL
 CZ1579  ___________________________________________________________________
 CZ1579* NAD 83(1986)-  32 46 30.     (N)    111 36 57.     (W)     SCALED    
 CZ1579* NAVD 88     -       464.33   (+/-2cm)    1523.4    (feet)  VERTCON   
 CZ1579  ___________________________________________________________________
 CZ1579  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1579  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1579
 CZ1579.The horizontal coordinates were scaled from a topographic map and have
 CZ1579.an estimated accuracy of +/- 6 seconds.
 CZ1579
 CZ1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1579.The vertical order pertains to the NGVD 29 superseded value.
 CZ1579
 CZ1579.The geoid height was determined by GEOID03.
 CZ1579
 CZ1579;                    North         East    Units  Estimated Accuracy
 CZ1579;SPC AZ C     -   196,840.      241,540.      MT  (+/- 180 meters Scaled)
 CZ1579
 CZ1579                          SUPERSEDED SURVEY CONTROL
 CZ1579
 CZ1579  NGVD 29 (??/??/92)  463.788  (m)         1521.61   (f) ADJ UNCH    1 2
 CZ1579
 CZ1579.Superseded values are not recommended for survey control.
 CZ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1579.See file dsdata.txt to determine how the superseded data were derived.
 CZ1579
 CZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB423265(NAD 83)
 CZ1579_MARKER: DD = SURVEY DISK
 CZ1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1579_SP_SET: LIGHT STAND BASE
 CZ1579_STAMPING: P M BM 1400-61
 CZ1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1579
 CZ1579  HISTORY     - Date     Condition        Report By
 CZ1579  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1579  HISTORY     - 1975     GOOD             AZDT
 CZ1579
 CZ1579                          STATION DESCRIPTION
 CZ1579
 CZ1579'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1579'6.45 MI NW FROM ELOY.
 CZ1579'FROM MILEPOST 204, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1579'THE STATION ON THE RIGHT.  ON THE SOUTH SIDE OF THE CEMENT BASE OF A
 CZ1579'LIGHT STAND.  110 FT. SOUTH OF THE CENTERLINE.  AN AHD BRASS CAP,
 CZ1579'CEMENTED TO THE SOUTH SIDE OF THE CEMENT BASE OF A LIGHT STAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1596 ***********************************************************************
 CZ1596  DESIGNATION -  1400 69
 CZ1596  PID         -  CZ1596
 CZ1596  STATE/COUNTY-  AZ/PINAL
 CZ1596  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1596
 CZ1596                         *CURRENT SURVEY CONTROL
 CZ1596  ___________________________________________________________________
 CZ1596* NAD 83(1986)-  32 44 30.     (N)    111 33 46.     (W)     SCALED    
 CZ1596* NAVD 88     -       475.79   (+/-2cm)    1561.0    (feet)  VERTCON   
 CZ1596  ___________________________________________________________________
 CZ1596  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1596  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1596
 CZ1596.The horizontal coordinates were scaled from a topographic map and have
 CZ1596.an estimated accuracy of +/- 6 seconds.
 CZ1596
 CZ1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1596.The vertical order pertains to the NGVD 29 superseded value.
 CZ1596
 CZ1596.The geoid height was determined by GEOID03.
 CZ1596
 CZ1596;                    North         East    Units  Estimated Accuracy
 CZ1596;SPC AZ C     -   193,160.      246,530.      MT  (+/- 180 meters Scaled)
 CZ1596
 CZ1596                          SUPERSEDED SURVEY CONTROL
 CZ1596
 CZ1596  NGVD 29 (??/??/92)  475.238  (m)         1559.18   (f) ADJ UNCH    1 2
 CZ1596
 CZ1596.Superseded values are not recommended for survey control.
 CZ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1596.See file dsdata.txt to determine how the superseded data were derived.
 CZ1596
 CZ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472227(NAD 83)
 CZ1596_MARKER: Z = SEE DESCRIPTION
 CZ1596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1596_SP_SET: ALUMINUM COLLAR
 CZ1596_STAMPING: P M BM 1400-69
 CZ1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1596
 CZ1596  HISTORY     - Date     Condition        Report By
 CZ1596  HISTORY     - UNK      MONUMENTED       NGS
 CZ1596  HISTORY     - 1975     GOOD             AZDT
 CZ1596  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1596
 CZ1596                          STATION DESCRIPTION
 CZ1596
 CZ1596'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1596'1.9 MI SW FROM ELOY.
 CZ1596'FROM MILEPOST 208, I-10, WEST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1596'THE STATION ON THE LEFT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1596'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH A STAMPED ALUMINUM
 CZ1596'COLLAR, FLUSH WITH THE GROUND.
 CZ1596
 CZ1596                          STATION RECOVERY (2007)
 CZ1596
 CZ1596'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1725 ***********************************************************************
 DU1725  DESIGNATION -  1400 7
 DU1725  PID         -  DU1725
 DU1725  STATE/COUNTY-  AZ/MARICOPA
 DU1725  USGS QUAD   -  TEMPE (1982)
 DU1725
 DU1725                         *CURRENT SURVEY CONTROL
 DU1725  ___________________________________________________________________
 DU1725* NAD 83(1986)-  33 24 37.     (N)    111 59 11.     (W)     SCALED    
 DU1725* NAVD 88     -       345.679  (meters)    1134.12   (feet)  ADJUSTED  
 DU1725  ___________________________________________________________________
 DU1725  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1725  DYNAMIC HT  -         345.282 (meters)    1132.81  (feet)  COMP
 DU1725  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DU1725
 DU1725  VERT ORDER  -  SECOND    CLASS I
 DU1725
 DU1725.The horizontal coordinates were scaled from a topographic map and have
 DU1725.an estimated accuracy of +/- 6 seconds.
 DU1725
 DU1725.The orthometric height was determined by differential leveling
 DU1725.and adjusted in November 1993.
 DU1725
 DU1725.The geoid height was determined by GEOID03.
 DU1725
 DU1725.The dynamic height is computed by dividing the NAVD 88
 DU1725.geopotential number by the normal gravity value computed on the
 DU1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1725.degrees latitude (g = 980.6199 gals.).
 DU1725
 DU1725.The modeled gravity was interpolated from observed gravity values.
 DU1725
 DU1725;                    North         East    Units  Estimated Accuracy
 DU1725;SPC AZ C     -   267,250.      206,880.      MT  (+/- 180 meters Scaled)
 DU1725
 DU1725                          SUPERSEDED SURVEY CONTROL
 DU1725
 DU1725.No superseded survey control is available for this station.
 DU1725
 DU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082972(NAD 83)
 DU1725_MARKER: DB = BENCH MARK DISK
 DU1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1725_SP_SET: CONCRETE HEADWALL
 DU1725_STAMPING: 1400-7 1133.301 1967
 DU1725_MARK LOGO: AZDT  
 DU1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1725
 DU1725  HISTORY     - Date     Condition        Report By
 DU1725  HISTORY     - 1967     MONUMENTED       AZDT
 DU1725  HISTORY     - 1979     GOOD             AZDT
 DU1725  HISTORY     - 20080513 GOOD             GEOCAC
 DU1725
 DU1725                          STATION DESCRIPTION
 DU1725
 DU1725'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1725'IN TEMPE.
 DU1725'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DU1725'INTERSTATE 10 FOR 1.06 MI (1.71 KM) TO THE PEPSI-COLA PLANT AND THE
 DU1725'MARK SOUTH OF THE FREEWAY, 80.5 FT (24.53 METERS) SOUTH OF THE SOUTH
 DU1725'EDGE OF CONCRETE EASTBOUND LANES, 27.5 FT (8.38 METERS) SOUTHEAST OF A
 DU1725'10-INCH METAL LIGHT POST, 3.0 FT (0.91 METERS) NORTH OF 4 FT CHAINLINK
 DU1725'RIGHT-OF-WAY FENCE, A STANDARD AZDT BRASS CAP SET IN CENTER OF A
 DU1725'CONCRETE HEADWALL.
 DU1725
 DU1725                          STATION RECOVERY (2008)
 DU1725
 DU1725'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1725'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1725'24.632' W111 59.270'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1726 ***********************************************************************
 DU1726  DESIGNATION -  1400 7 A
 DU1726  PID         -  DU1726
 DU1726  STATE/COUNTY-  AZ/MARICOPA
 DU1726  USGS QUAD   -  TEMPE (1982)
 DU1726
 DU1726                         *CURRENT SURVEY CONTROL
 DU1726  ___________________________________________________________________
 DU1726* NAD 83(1986)-  33 24 38.     (N)    111 59 11.     (W)     SCALED    
 DU1726* NAVD 88     -       345.682  (meters)    1134.12   (feet)  ADJUSTED  
 DU1726  ___________________________________________________________________
 DU1726  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1726  DYNAMIC HT  -         345.285 (meters)    1132.82  (feet)  COMP
 DU1726  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DU1726
 DU1726  VERT ORDER  -  SECOND    CLASS I
 DU1726
 DU1726.The horizontal coordinates were scaled from a topographic map and have
 DU1726.an estimated accuracy of +/- 6 seconds.
 DU1726
 DU1726.The orthometric height was determined by differential leveling
 DU1726.and adjusted in November 1993.
 DU1726
 DU1726.The geoid height was determined by GEOID03.
 DU1726
 DU1726.The dynamic height is computed by dividing the NAVD 88
 DU1726.geopotential number by the normal gravity value computed on the
 DU1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1726.degrees latitude (g = 980.6199 gals.).
 DU1726
 DU1726.The modeled gravity was interpolated from observed gravity values.
 DU1726
 DU1726;                    North         East    Units  Estimated Accuracy
 DU1726;SPC AZ C     -   267,280.      206,880.      MT  (+/- 180 meters Scaled)
 DU1726
 DU1726                          SUPERSEDED SURVEY CONTROL
 DU1726
 DU1726.No superseded survey control is available for this station.
 DU1726
 DU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082972(NAD 83)
 DU1726_MARKER: DB = BENCH MARK DISK
 DU1726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1726_SP_SET: CONCRETE HEADWALL
 DU1726_STAMPING: 1400-7A 1979
 DU1726_MARK LOGO: AZDT  
 DU1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1726
 DU1726  HISTORY     - Date     Condition        Report By
 DU1726  HISTORY     - 1979     MONUMENTED       AZDT
 DU1726  HISTORY     - 1979     GOOD             AZDT
 DU1726  HISTORY     - 20080803 GOOD             GEOCAC
 DU1726
 DU1726                          STATION DESCRIPTION
 DU1726
 DU1726'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1726'IN TEMPE.
 DU1726'FROM BELL BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DU1726'INTERSTATE 10 FOR 1.06 MI (1.71 KM) TO THE PEPSI-COLA PLANT AND THE
 DU1726'MARK NORTH OF THE FREEWAY, 250.0 (76.20 METERS) SOUTHEAST OF THE
 DU1726'SOUTHEAST CORNER OF THE PEPSI BUILDING, 3.0 FT (0.91 METERS) SOUTH 0F
 DU1726'WESTBOUND RIGHT-OF-WAY FENCE, 147 FT (44.81 METERS) NORTH OF MEDIAN
 DU1726'CENTERLINE OF INTERSTATE 10,, A STANDARD AZDT BRASS CAP IN THE CENTER
 DU1726'OF A CONCRETE HEADWALL.
 DU1726
 DU1726                          STATION RECOVERY (2008)
 DU1726
 DU1726'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1726'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1726'24.683' W111 59.269'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1597 ***********************************************************************
 CZ1597  DESIGNATION -  1400 70
 CZ1597  PID         -  CZ1597
 CZ1597  STATE/COUNTY-  AZ/PINAL
 CZ1597  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1597
 CZ1597                         *CURRENT SURVEY CONTROL
 CZ1597  ___________________________________________________________________
 CZ1597* NAD 83(1986)-  32 44 21.     (N)    111 33 32.     (W)     SCALED    
 CZ1597* NAVD 88     -       477.36   (+/-2cm)    1566.1    (feet)  VERTCON   
 CZ1597  ___________________________________________________________________
 CZ1597  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1597  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1597
 CZ1597.The horizontal coordinates were scaled from a topographic map and have
 CZ1597.an estimated accuracy of +/- 6 seconds.
 CZ1597
 CZ1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1597.The vertical order pertains to the NGVD 29 superseded value.
 CZ1597
 CZ1597.The geoid height was determined by GEOID03.
 CZ1597
 CZ1597;                    North         East    Units  Estimated Accuracy
 CZ1597;SPC AZ C     -   192,880.      246,890.      MT  (+/- 180 meters Scaled)
 CZ1597
 CZ1597                          SUPERSEDED SURVEY CONTROL
 CZ1597
 CZ1597  NGVD 29 (??/??/92)  476.804  (m)         1564.31   (f) ADJ UNCH    1 2
 CZ1597
 CZ1597.Superseded values are not recommended for survey control.
 CZ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1597.See file dsdata.txt to determine how the superseded data were derived.
 CZ1597
 CZ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB476225(NAD 83)
 CZ1597_MARKER: Z = SEE DESCRIPTION
 CZ1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1597_SP_SET: ALUMINUM COLLAR
 CZ1597_STAMPING: P M BM 1400 - 70
 CZ1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1597
 CZ1597  HISTORY     - Date     Condition        Report By
 CZ1597  HISTORY     - UNK      MONUMENTED       NGS
 CZ1597  HISTORY     - 1975     GOOD             AZDT
 CZ1597  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1597
 CZ1597                          STATION DESCRIPTION
 CZ1597
 CZ1597'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1597'1.6 MI SW FROM ELOY.
 CZ1597'FROM MILEPOST 208, I-10, EAST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ1597'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1597'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH A STAMPED ALUMINUM
 CZ1597'COLLAR, UP 0.05 FT.
 CZ1597
 CZ1597                          STATION RECOVERY (2007)
 CZ1597
 CZ1597'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1598 ***********************************************************************
 CZ1598  DESIGNATION -  1400 71
 CZ1598  PID         -  CZ1598
 CZ1598  STATE/COUNTY-  AZ/PINAL
 CZ1598  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1598
 CZ1598                         *CURRENT SURVEY CONTROL
 CZ1598  ___________________________________________________________________
 CZ1598* NAD 83(1986)-  32 44 14.     (N)    111 33 20.     (W)     SCALED    
 CZ1598* NAVD 88     -       478.01   (+/-2cm)    1568.3    (feet)  VERTCON   
 CZ1598  ___________________________________________________________________
 CZ1598  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1598  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1598
 CZ1598.The horizontal coordinates were scaled from a topographic map and have
 CZ1598.an estimated accuracy of +/- 6 seconds.
 CZ1598
 CZ1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1598.The vertical order pertains to the NGVD 29 superseded value.
 CZ1598
 CZ1598.The geoid height was determined by GEOID03.
 CZ1598
 CZ1598;                    North         East    Units  Estimated Accuracy
 CZ1598;SPC AZ C     -   192,670.      247,200.      MT  (+/- 180 meters Scaled)
 CZ1598
 CZ1598                          SUPERSEDED SURVEY CONTROL
 CZ1598
 CZ1598  NGVD 29 (??/??/92)  477.456  (m)         1566.45   (f) ADJ UNCH    1 2
 CZ1598
 CZ1598.Superseded values are not recommended for survey control.
 CZ1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1598.See file dsdata.txt to determine how the superseded data were derived.
 CZ1598
 CZ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB479222(NAD 83)
 CZ1598_MARKER: Z = SEE DESCRIPTION
 CZ1598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1598_SP_SET: ALUMINUM COLLAR
 CZ1598_STAMPING: P M BM 1400 - 71
 CZ1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1598
 CZ1598  HISTORY     - Date     Condition        Report By
 CZ1598  HISTORY     - UNK      MONUMENTED       NGS
 CZ1598  HISTORY     - 1975     GOOD             AZDT
 CZ1598  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1598
 CZ1598                          STATION DESCRIPTION
 CZ1598
 CZ1598'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1598'1.35 MI SW FROM ELOY.
 CZ1598'FROM MILEPOST 208, I-10, EAST ON THE INTERSTATE FOR 0.45 MILES AND TO
 CZ1598'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1598'150 FT. SOUTH OF THE CENTERLINE.  MARKED BY A P AND M SURVEY SIGN. AT
 CZ1598'THE JUNCTION OF WOVEN WIRE AND BARB WIRE.  A REBAR, WITH A STAMPED
 CZ1598'ALUMINUM COLLAR, UP 0.05 FT.
 CZ1598
 CZ1598                          STATION RECOVERY (2007)
 CZ1598
 CZ1598'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1599 ***********************************************************************
 CZ1599  DESIGNATION -  1400 72
 CZ1599  PID         -  CZ1599
 CZ1599  STATE/COUNTY-  AZ/PINAL
 CZ1599  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1599
 CZ1599                         *CURRENT SURVEY CONTROL
 CZ1599  ___________________________________________________________________
 CZ1599* NAD 83(1986)-  32 44 09.     (N)    111 33 09.     (W)     SCALED    
 CZ1599* NAVD 88     -       480.43   (+/-2cm)    1576.2    (feet)  VERTCON   
 CZ1599  ___________________________________________________________________
 CZ1599  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1599  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1599
 CZ1599.The horizontal coordinates were scaled from a topographic map and have
 CZ1599.an estimated accuracy of +/- 6 seconds.
 CZ1599
 CZ1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1599.The vertical order pertains to the NGVD 29 superseded value.
 CZ1599
 CZ1599.The geoid height was determined by GEOID03.
 CZ1599
 CZ1599;                    North         East    Units  Estimated Accuracy
 CZ1599;SPC AZ C     -   192,520.      247,490.      MT  (+/- 180 meters Scaled)
 CZ1599
 CZ1599                          SUPERSEDED SURVEY CONTROL
 CZ1599
 CZ1599  NGVD 29 (??/??/92)  479.878  (m)         1574.40   (f) ADJ UNCH    1 2
 CZ1599
 CZ1599.Superseded values are not recommended for survey control.
 CZ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1599.See file dsdata.txt to determine how the superseded data were derived.
 CZ1599
 CZ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482221(NAD 83)
 CZ1599_MARKER: DD = SURVEY DISK
 CZ1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1599_SP_SET: CURBING
 CZ1599_STAMPING: P M BM 1400 - 72
 CZ1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1599
 CZ1599  HISTORY     - Date     Condition        Report By
 CZ1599  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1599  HISTORY     - 1975     GOOD             AZDT
 CZ1599  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1599
 CZ1599                          STATION DESCRIPTION
 CZ1599
 CZ1599'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1599'1.2 MI SW FROM ELOY.
 CZ1599'FROM MILEPOST 208, I-10, EAST ON THE INTERSTATE FOR 0.65 MILES AND TO
 CZ1599'THE STATION ON THE RIGHT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1599'EAST BOUND AND THE APPROACH RAMP OF SUNSHINE BOULEVARD.  80 FT. SOUTH
 CZ1599'OF THE CENTERLINE.  AN AHD BRASS CAP, ON A CONCRETE CURBING.
 CZ1599
 CZ1599                          STATION RECOVERY (2007)
 CZ1599
 CZ1599'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1601 ***********************************************************************
 CZ1601  DESIGNATION -  1400 73
 CZ1601  PID         -  CZ1601
 CZ1601  STATE/COUNTY-  AZ/PINAL
 CZ1601  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1601
 CZ1601                         *CURRENT SURVEY CONTROL
 CZ1601  ___________________________________________________________________
 CZ1601* NAD 83(1986)-  32 43 54.     (N)    111 32 30.     (W)     SCALED    
 CZ1601* NAVD 88     -       481.05   (+/-2cm)    1578.2    (feet)  VERTCON   
 CZ1601  ___________________________________________________________________
 CZ1601  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1601  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1601
 CZ1601.The horizontal coordinates were scaled from a topographic map and have
 CZ1601.an estimated accuracy of +/- 6 seconds.
 CZ1601
 CZ1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1601.The vertical order pertains to the NGVD 29 superseded value.
 CZ1601
 CZ1601.The geoid height was determined by GEOID03.
 CZ1601
 CZ1601;                    North         East    Units  Estimated Accuracy
 CZ1601;SPC AZ C     -   192,060.      248,510.      MT  (+/- 180 meters Scaled)
 CZ1601
 CZ1601                          SUPERSEDED SURVEY CONTROL
 CZ1601
 CZ1601  NGVD 29 (??/??/92)  480.491  (m)         1576.41   (f) ADJ UNCH    1 2
 CZ1601
 CZ1601.Superseded values are not recommended for survey control.
 CZ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1601.See file dsdata.txt to determine how the superseded data were derived.
 CZ1601
 CZ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB492216(NAD 83)
 CZ1601_MARKER: Z = SEE DESCRIPTION
 CZ1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1601_SP_SET: ALUMINUM COLLAR
 CZ1601_STAMPING: P M BM 1400 - 73
 CZ1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1601
 CZ1601  HISTORY     - Date     Condition        Report By
 CZ1601  HISTORY     - UNK      MONUMENTED       NGS
 CZ1601  HISTORY     - 1975     GOOD             AZDT
 CZ1601
 CZ1601                          STATION DESCRIPTION
 CZ1601
 CZ1601'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1601'1.4 MI SE FROM ELOY.
 CZ1601'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.35 MILES AND TO
 CZ1601'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1601'MARKED BY A P AND M SURVEY SIGN.  A REBAR, WITH A STAMPED ALUMINUM
 CZ1601'COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1602 ***********************************************************************
 CZ1602  DESIGNATION -  1400 74
 CZ1602  PID         -  CZ1602
 CZ1602  STATE/COUNTY-  AZ/PINAL
 CZ1602  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1602
 CZ1602                         *CURRENT SURVEY CONTROL
 CZ1602  ___________________________________________________________________
 CZ1602* NAD 83(1986)-  32 43 49.     (N)    111 32 09.     (W)     SCALED    
 CZ1602* NAVD 88     -       481.25   (+/-2cm)    1578.9    (feet)  VERTCON   
 CZ1602  ___________________________________________________________________
 CZ1602  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1602  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1602
 CZ1602.The horizontal coordinates were scaled from a topographic map and have
 CZ1602.an estimated accuracy of +/- 6 seconds.
 CZ1602
 CZ1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1602.The vertical order pertains to the NGVD 29 superseded value.
 CZ1602
 CZ1602.The geoid height was determined by GEOID03.
 CZ1602
 CZ1602;                    North         East    Units  Estimated Accuracy
 CZ1602;SPC AZ C     -   191,910.      249,060.      MT  (+/- 180 meters Scaled)
 CZ1602
 CZ1602                          SUPERSEDED SURVEY CONTROL
 CZ1602
 CZ1602  NGVD 29 (??/??/92)  480.690  (m)         1577.06   (f) ADJ UNCH    1 2
 CZ1602
 CZ1602.Superseded values are not recommended for survey control.
 CZ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1602.See file dsdata.txt to determine how the superseded data were derived.
 CZ1602
 CZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB497215(NAD 83)
 CZ1602_MARKER: Z = SEE DESCRIPTION
 CZ1602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1602_SP_SET: ALUMINUM COLLAR
 CZ1602_STAMPING: P M BM 1400 - 74
 CZ1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1602
 CZ1602  HISTORY     - Date     Condition        Report By
 CZ1602  HISTORY     - UNK      MONUMENTED       NGS
 CZ1602  HISTORY     - 1975     GOOD             AZDT
 CZ1602
 CZ1602                          STATION DESCRIPTION
 CZ1602
 CZ1602'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1602'1.75 MI SE FROM ELOY.
 CZ1602'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.7 MILES AND TO
 CZ1602'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1602'150 FT. SOUTH OF THE CENTERLINE.  MARKED BY A P AND M SURVEY SIGN.  A
 CZ1602'REBAR, WITH A STAMPED ALUMINUM COLLAR, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1605 ***********************************************************************
 CZ1605  DESIGNATION -  1400 75
 CZ1605  PID         -  CZ1605
 CZ1605  STATE/COUNTY-  AZ/PINAL
 CZ1605  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1605
 CZ1605                         *CURRENT SURVEY CONTROL
 CZ1605  ___________________________________________________________________
 CZ1605* NAD 83(1986)-  32 43 41.     (N)    111 31 33.     (W)     SCALED    
 CZ1605* NAVD 88     -       483.39   (+/-2cm)    1585.9    (feet)  VERTCON   
 CZ1605  ___________________________________________________________________
 CZ1605  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ1605  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1605
 CZ1605.The horizontal coordinates were scaled from a topographic map and have
 CZ1605.an estimated accuracy of +/- 6 seconds.
 CZ1605
 CZ1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1605.The vertical order pertains to the NGVD 29 superseded value.
 CZ1605
 CZ1605.The geoid height was determined by GEOID03.
 CZ1605
 CZ1605;                    North         East    Units  Estimated Accuracy
 CZ1605;SPC AZ C     -   191,660.      249,990.      MT  (+/- 180 meters Scaled)
 CZ1605
 CZ1605                          SUPERSEDED SURVEY CONTROL
 CZ1605
 CZ1605  NGVD 29 (??/??/92)  482.835  (m)         1584.10   (f) ADJ UNCH    1 2
 CZ1605
 CZ1605.Superseded values are not recommended for survey control.
 CZ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1605.See file dsdata.txt to determine how the superseded data were derived.
 CZ1605
 CZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB507212(NAD 83)
 CZ1605_MARKER: Z = SEE DESCRIPTION
 CZ1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1605_SP_SET: ALUMINUM COLLAR
 CZ1605_STAMPING: P M BM 1400 - 75
 CZ1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1605
 CZ1605  HISTORY     - Date     Condition        Report By
 CZ1605  HISTORY     - UNK      MONUMENTED       NGS
 CZ1605  HISTORY     - 1975     GOOD             AZDT
 CZ1605
 CZ1605                          STATION DESCRIPTION
 CZ1605
 CZ1605'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1605'2.4 MI SE FROM ELOY.
 CZ1605'FROM MILEPOST 210, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1605'THE STATION ON THE RIGHT.  1 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1605'150 FT. SOUTH OF THE CENTERLINE.  MARKED BY A P AND M SURVEY SIGN.  A
 CZ1605'REBAR, WITH A STAMPED ALUMINUM COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1606 ***********************************************************************
 CZ1606  DESIGNATION -  1400 76
 CZ1606  PID         -  CZ1606
 CZ1606  STATE/COUNTY-  AZ/PINAL
 CZ1606  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1606
 CZ1606                         *CURRENT SURVEY CONTROL
 CZ1606  ___________________________________________________________________
 CZ1606* NAD 83(1986)-  32 43 36.     (N)    111 31 22.     (W)     SCALED    
 CZ1606* NAVD 88     -       484.00   (+/-2cm)    1587.9    (feet)  VERTCON   
 CZ1606  ___________________________________________________________________
 CZ1606  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1606  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1606
 CZ1606.The horizontal coordinates were scaled from a topographic map and have
 CZ1606.an estimated accuracy of +/- 6 seconds.
 CZ1606
 CZ1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1606.The vertical order pertains to the NGVD 29 superseded value.
 CZ1606
 CZ1606.The geoid height was determined by GEOID03.
 CZ1606
 CZ1606;                    North         East    Units  Estimated Accuracy
 CZ1606;SPC AZ C     -   191,510.      250,280.      MT  (+/- 180 meters Scaled)
 CZ1606
 CZ1606                          SUPERSEDED SURVEY CONTROL
 CZ1606
 CZ1606  NGVD 29 (??/??/92)  483.448  (m)         1586.11   (f) ADJ UNCH    1 2
 CZ1606
 CZ1606.Superseded values are not recommended for survey control.
 CZ1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1606.See file dsdata.txt to determine how the superseded data were derived.
 CZ1606
 CZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB510211(NAD 83)
 CZ1606_MARKER: DD = SURVEY DISK
 CZ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1606_STAMPING: P M BM 1400 - 76
 CZ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1606+STABILITY: SURFACE MOTION
 CZ1606
 CZ1606  HISTORY     - Date     Condition        Report By
 CZ1606  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1606  HISTORY     - 1975     GOOD             AZDT
 CZ1606
 CZ1606                          STATION DESCRIPTION
 CZ1606
 CZ1606'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1606'2.55 MI SE FROM ELOY.
 CZ1606'FROM MILEPOST 210, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1606'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1606'AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON, STENCILLED, POC
 CZ1606'3979+02.22.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, DOWN 0.1
 CZ1606'FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1608 ***********************************************************************
 CZ1608  DESIGNATION -  1400 77
 CZ1608  PID         -  CZ1608
 CZ1608  STATE/COUNTY-  AZ/PINAL
 CZ1608  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1608
 CZ1608                         *CURRENT SURVEY CONTROL
 CZ1608  ___________________________________________________________________
 CZ1608* NAD 83(1986)-  32 43 22.     (N)    111 30 56.     (W)     SCALED    
 CZ1608* NAVD 88     -       487.18   (+/-2cm)    1598.4    (feet)  VERTCON   
 CZ1608  ___________________________________________________________________
 CZ1608  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ1608  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1608
 CZ1608.The horizontal coordinates were scaled from a topographic map and have
 CZ1608.an estimated accuracy of +/- 6 seconds.
 CZ1608
 CZ1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1608.The vertical order pertains to the NGVD 29 superseded value.
 CZ1608
 CZ1608.The geoid height was determined by GEOID03.
 CZ1608
 CZ1608;                    North         East    Units  Estimated Accuracy
 CZ1608;SPC AZ C     -   191,080.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1608
 CZ1608                          SUPERSEDED SURVEY CONTROL
 CZ1608
 CZ1608  NGVD 29 (??/??/92)  486.623  (m)         1596.53   (f) ADJ UNCH    1 2
 CZ1608
 CZ1608.Superseded values are not recommended for survey control.
 CZ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1608.See file dsdata.txt to determine how the superseded data were derived.
 CZ1608
 CZ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516206(NAD 83)
 CZ1608_MARKER: DD = SURVEY DISK
 CZ1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1608_SP_SET: CURBING
 CZ1608_STAMPING: P M BM 1400 - 77
 CZ1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1608
 CZ1608  HISTORY     - Date     Condition        Report By
 CZ1608  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1608  HISTORY     - 1975     GOOD             AZDT
 CZ1608
 CZ1608                          STATION DESCRIPTION
 CZ1608
 CZ1608'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1608'1.55 MI NW FROM PICACHO.
 CZ1608'UNDERNEATH THE I-10 OVERPASS WHERE IT CROSSES OVER STATE 87.
 CZ1608'UNDERNEATH THE NORTH EDGE OF EAST BOUND I-10.  ON THE WEST SIDE OF THE
 CZ1608'DIVIDER OF STATE 87.  AN ADOT REFERENCE MARK ALUMINUM CAP, CEMENTED TO
 CZ1608'THE CURBING OF STATE 84 AND 87.  NOTE-- TAKE OFF POINT IS EAST
 CZ1608'UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1613 ***********************************************************************
 CZ1613  DESIGNATION -  1400 77 A
 CZ1613  PID         -  CZ1613
 CZ1613  STATE/COUNTY-  AZ/PINAL
 CZ1613  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1613
 CZ1613                         *CURRENT SURVEY CONTROL
 CZ1613  ___________________________________________________________________
 CZ1613* NAD 83(1986)-  32 43 37.     (N)    111 30 56.     (W)     SCALED    
 CZ1613* NAVD 88     -       494.57   (+/-2cm)    1622.6    (feet)  VERTCON   
 CZ1613  ___________________________________________________________________
 CZ1613  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1613  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1613
 CZ1613.The horizontal coordinates were scaled from a topographic map and have
 CZ1613.an estimated accuracy of +/- 6 seconds.
 CZ1613
 CZ1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1613.The vertical order pertains to the NGVD 29 superseded value.
 CZ1613
 CZ1613.The geoid height was determined by GEOID03.
 CZ1613
 CZ1613;                    North         East    Units  Estimated Accuracy
 CZ1613;SPC AZ C     -   191,540.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1613
 CZ1613                          SUPERSEDED SURVEY CONTROL
 CZ1613
 CZ1613  NGVD 29 (??/??/92)  494.016  (m)         1620.78   (f) ADJ UNCH    1 2
 CZ1613
 CZ1613.Superseded values are not recommended for survey control.
 CZ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1613.See file dsdata.txt to determine how the superseded data were derived.
 CZ1613
 CZ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516211(NAD 83)
 CZ1613_MARKER: DD = SURVEY DISK
 CZ1613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1613_SP_SET: CURBING
 CZ1613_STAMPING: P M BM 1400 - 77 A
 CZ1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1613
 CZ1613  HISTORY     - Date     Condition        Report By
 CZ1613  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1613  HISTORY     - 1975     GOOD             AZDT
 CZ1613  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1613
 CZ1613                          STATION DESCRIPTION
 CZ1613
 CZ1613'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1613'1.25 MI NW FROM PICACHO.
 CZ1613'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1613'STATE 87 FOR 0.6 MILES AND TO THE STATION AT THE TOP OF THE PICACHO
 CZ1613'RAILROAD OVERPASS OF STATE 87.  5 FT. NORTH OF THE SOUTHWEST END OF
 CZ1613'THE NORTH BOUND BRIDGE.  15 FT. WEST OF THE CENTERLINE OF THE NORTH
 CZ1613'BOUND LANE.  AN AHD BRASS CAP, SET ON A BRIDGE CURBING.
 CZ1613
 CZ1613                          STATION RECOVERY (2007)
 CZ1613
 CZ1613'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1613'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE BRIDGE CURBS
 CZ1613'HAVE BEEN UPGRADED TO SOLID CONCRETE RAILINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1614 ***********************************************************************
 CZ1614  DESIGNATION -  1400 77 B
 CZ1614  PID         -  CZ1614
 CZ1614  STATE/COUNTY-  AZ/PINAL
 CZ1614  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1614
 CZ1614                         *CURRENT SURVEY CONTROL
 CZ1614  ___________________________________________________________________
 CZ1614* NAD 83(1986)-  32 43 37.     (N)    111 30 56.     (W)     SCALED    
 CZ1614* NAVD 88     -       494.43   (+/-2cm)    1622.1    (feet)  VERTCON   
 CZ1614  ___________________________________________________________________
 CZ1614  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1614  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1614
 CZ1614.The horizontal coordinates were scaled from a topographic map and have
 CZ1614.an estimated accuracy of +/- 6 seconds.
 CZ1614
 CZ1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1614.The vertical order pertains to the NGVD 29 superseded value.
 CZ1614
 CZ1614.The geoid height was determined by GEOID03.
 CZ1614
 CZ1614;                    North         East    Units  Estimated Accuracy
 CZ1614;SPC AZ C     -   191,540.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1614
 CZ1614                          SUPERSEDED SURVEY CONTROL
 CZ1614
 CZ1614  NGVD 29 (??/??/92)  493.877  (m)         1620.33   (f) ADJ UNCH    1 2
 CZ1614
 CZ1614.Superseded values are not recommended for survey control.
 CZ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1614.See file dsdata.txt to determine how the superseded data were derived.
 CZ1614
 CZ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516211(NAD 83)
 CZ1614_MARKER: DD = SURVEY DISK
 CZ1614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1614_SP_SET: CURBING
 CZ1614_STAMPING: P M BM 1400 - 77 B
 CZ1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1614
 CZ1614  HISTORY     - Date     Condition        Report By
 CZ1614  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1614  HISTORY     - 1975     GOOD             AZDT
 CZ1614  HISTORY     - 1975     GOOD             AZDT
 CZ1614  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1614
 CZ1614                          STATION DESCRIPTION
 CZ1614
 CZ1614'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1614'1.25 MI NW FROM PICACHO.
 CZ1614'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1614'STATE 87 FOR 0.6 MILES TO THE NORTH END OF THE RAILROAD OVERPASS
 CZ1614'BRIDGE OF STATE 87 AND TO THE STATION ON THE RIGHT.  ON THE NORTHEAST
 CZ1614'CORNER OF THE CURBING OF THE NORTH BOUND OVERPASS BRIDGE.  15 FT. EAST
 CZ1614'OF THE CENTERLINE OF THE NORTH BOUND LANE.  I-10.  MP. 210.9. L. 1300.
 CZ1614'AN AHD BRASS CAP, SET ON A BRIDGE CURBING.
 CZ1614
 CZ1614                          STATION RECOVERY (1975)
 CZ1614
 CZ1614'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1614'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1614'STATE 87 FOR 0.6 MILES TO THE MIDDLE OF THE BRIDGE OF THE RAILROAD
 CZ1614'OVERPASS OF STATE 87 AND TO THE STATION.  ON THE CURBING IN THE MIDDLE
 CZ1614'OF THE SOUTH BOUND BRIDGE FOR THE RAILROAD OVERPASS OF STATE 87. 12
 CZ1614'FT. WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC OF STATE 87.
 CZ1614'I-10.  MP. 210.9.  L. 1250 FT.  AN AHD BRASS CAP, SET ON A BRIDGE
 CZ1614'CURBING.
 CZ1614
 CZ1614                          STATION RECOVERY (2007)
 CZ1614
 CZ1614'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1614'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE BRIDGE CURBS
 CZ1614'HAVE BEEN UPGRADED TO SOLID CONCRETE RAILINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1616 ***********************************************************************
 CZ1616  DESIGNATION -  1400 78
 CZ1616  PID         -  CZ1616
 CZ1616  STATE/COUNTY-  AZ/PINAL
 CZ1616  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1616
 CZ1616                         *CURRENT SURVEY CONTROL
 CZ1616  ___________________________________________________________________
 CZ1616* NAD 83(1986)-  32 43 14.     (N)    111 30 38.     (W)     SCALED    
 CZ1616* NAVD 88     -       487.33   (+/-2cm)    1598.8    (feet)  VERTCON   
 CZ1616  ___________________________________________________________________
 CZ1616  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1616  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1616
 CZ1616.The horizontal coordinates were scaled from a topographic map and have
 CZ1616.an estimated accuracy of +/- 6 seconds.
 CZ1616
 CZ1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1616.The vertical order pertains to the NGVD 29 superseded value.
 CZ1616
 CZ1616.The geoid height was determined by GEOID03.
 CZ1616
 CZ1616;                    North         East    Units  Estimated Accuracy
 CZ1616;SPC AZ C     -   190,840.      251,430.      MT  (+/- 180 meters Scaled)
 CZ1616
 CZ1616                          SUPERSEDED SURVEY CONTROL
 CZ1616
 CZ1616  NGVD 29 (??/??/92)  486.771  (m)         1597.01   (f) ADJ UNCH    1 2
 CZ1616
 CZ1616.Superseded values are not recommended for survey control.
 CZ1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1616.See file dsdata.txt to determine how the superseded data were derived.
 CZ1616
 CZ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521204(NAD 83)
 CZ1616_MARKER: DD = SURVEY DISK
 CZ1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1616_SP_SET: CURBING
 CZ1616_STAMPING: P M BM 1400 - 78
 CZ1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1616
 CZ1616  HISTORY     - Date     Condition        Report By
 CZ1616  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1616  HISTORY     - 1975     GOOD             AZDT
 CZ1616
 CZ1616                          STATION DESCRIPTION
 CZ1616
 CZ1616'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1616'1.2 MI NW FROM PICACHO.
 CZ1616'FROM THE MOST WESTERLY ACCESS UNDERPASS FOR THE TOWN OF PICACHO, WEST
 CZ1616'ON THE NORTH FRONTAGE ROAD FOR 0.1 MILES TO THE REST AREA AND TO THE
 CZ1616'STATION ON THE LEFT.  AT THE WEST END OF A REDWOOD FENCE BETWEEN THE
 CZ1616'FRONTAGE ROAD AND THE ROAD ALONG THE SOUTH SIDE OF THE REST AREA PARK.
 CZ1616'40 FT. SOUTH OF A 20 IN. MEXICAN PALO VERDE TREE.  CEMENTED TO A
 CZ1616'CONCRETE CURBING.  I-10.  MP. 211.2.  L. 300 FT. AN ADOT ALUMINUM CAP
 CZ1616'CEMENTED TO A CONCRETE CURBING.  NOTE-- TAKE OFF POINT IS EAST
 CZ1616'UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1727 ***********************************************************************
 DU1727  DESIGNATION -  1400 8
 DU1727  PID         -  DU1727
 DU1727  STATE/COUNTY-  AZ/MARICOPA
 DU1727  USGS QUAD   -  TEMPE (1982)
 DU1727
 DU1727                         *CURRENT SURVEY CONTROL
 DU1727  ___________________________________________________________________
 DU1727* NAD 83(1986)-  33 24 37.     (N)    111 59 55.     (W)     SCALED    
 DU1727* NAVD 88     -       343.886  (meters)    1128.23   (feet)  ADJUSTED  
 DU1727  ___________________________________________________________________
 DU1727  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1727  DYNAMIC HT  -         343.491 (meters)    1126.94  (feet)  COMP
 DU1727  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 DU1727
 DU1727  VERT ORDER  -  SECOND    CLASS I
 DU1727
 DU1727.The horizontal coordinates were scaled from a topographic map and have
 DU1727.an estimated accuracy of +/- 6 seconds.
 DU1727
 DU1727.The orthometric height was determined by differential leveling
 DU1727.and adjusted in November 1993.
 DU1727
 DU1727.The geoid height was determined by GEOID03.
 DU1727
 DU1727.The dynamic height is computed by dividing the NAVD 88
 DU1727.geopotential number by the normal gravity value computed on the
 DU1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1727.degrees latitude (g = 980.6199 gals.).
 DU1727
 DU1727.The modeled gravity was interpolated from observed gravity values.
 DU1727
 DU1727;                    North         East    Units  Estimated Accuracy
 DU1727;SPC AZ C     -   267,250.      205,740.      MT  (+/- 180 meters Scaled)
 DU1727
 DU1727                          SUPERSEDED SURVEY CONTROL
 DU1727
 DU1727.No superseded survey control is available for this station.
 DU1727
 DU1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB071972(NAD 83)
 DU1727_MARKER: DB = BENCH MARK DISK
 DU1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1727_SP_SET: CONCRETE LIGHT POLE BASE
 DU1727_STAMPING: 1400-8 1979
 DU1727_MARK LOGO: AZDT  
 DU1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1727
 DU1727  HISTORY     - Date     Condition        Report By
 DU1727  HISTORY     - 1979     MONUMENTED       AZDT
 DU1727  HISTORY     - 20061110 MARK NOT FOUND   GEOCAC
 DU1727
 DU1727                          STATION DESCRIPTION
 DU1727
 DU1727'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1727'IN TEMPE.
 DU1727'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DU1727'INTERSTATE 10 FOR 1.68 MI (2.70 KM) TO 40TH STREET AND THE MARK ON THE
 DU1727'RIGHT, 250 FT (76.2 METERS) WEST OF 40TH STREET OVERPASS, 38.6 FT
 DU1727'(11.76 METERS) NORTH OF NORTH EDGE OF WESTBOUND CONCRETE PAVEMENT.
 DU1727'24.6 FT (7.50 METERS) NORTH OF MILE POST 152, A STANDARD AZDT ALUMINUM
 DU1727'CAP EXPOXIED ON THE CONCRETE BASE OF A 10-INCH LIGHTPOLE.
 DU1727
 DU1727                          STATION RECOVERY (2006)
 DU1727
 DU1727'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1727'MARK NOT RECOVERED. THERE IS NO LIGHTPOLE AT MILEPOST 152. ALL NEARBY
 DU1727'LIGHTPOLES ON THE NORTH SIDE OF THE HIGHWAY WERE CHECKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1521 ***********************************************************************
 CZ1521  DESIGNATION -  1400 80
 CZ1521  PID         -  CZ1521
 CZ1521  STATE/COUNTY-  AZ/PINAL
 CZ1521  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1521
 CZ1521                         *CURRENT SURVEY CONTROL
 CZ1521  ___________________________________________________________________
 CZ1521* NAD 83(1986)-  32 41 42.     (N)    111 28 06.     (W)     SCALED    
 CZ1521* NAVD 88     -       504.99   (+/-2cm)    1656.8    (feet)  VERTCON   
 CZ1521  ___________________________________________________________________
 CZ1521  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ1521  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1521
 CZ1521.The horizontal coordinates were scaled from a topographic map and have
 CZ1521.an estimated accuracy of +/- 6 seconds.
 CZ1521
 CZ1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1521.The vertical order pertains to the NGVD 29 superseded value.
 CZ1521
 CZ1521.The geoid height was determined by GEOID03.
 CZ1521
 CZ1521;                    North         East    Units  Estimated Accuracy
 CZ1521;SPC AZ C     -   188,020.      255,400.      MT  (+/- 180 meters Scaled)
 CZ1521
 CZ1521                          SUPERSEDED SURVEY CONTROL
 CZ1521
 CZ1521  NGVD 29 (??/??/92)  504.420  (m)         1654.92   (f) ADJ UNCH    1 2
 CZ1521
 CZ1521.Superseded values are not recommended for survey control.
 CZ1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1521.See file dsdata.txt to determine how the superseded data were derived.
 CZ1521
 CZ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB561175(NAD 83)
 CZ1521_MARKER: DD = SURVEY DISK
 CZ1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1521_SP_SET: ALUMINUM COLLAR
 CZ1521_STAMPING: PM BM 1400 - 80
 CZ1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1521+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2008
 CZ1521
 CZ1521  HISTORY     - Date     Condition        Report By
 CZ1521  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1521  HISTORY     - 1975     GOOD             AZDT
 CZ1521  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1521  HISTORY     - 20080516 GOOD             INDIV
 CZ1521
 CZ1521                          STATION DESCRIPTION
 CZ1521
 CZ1521'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1521'1.6 MI SE FROM PICACHO.
 CZ1521'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.35 MILES AND TO
 CZ1521'THE STATION ON THE RIGHT.  0.5 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1521'MARKED BY A P AND M SURVEY SIGN.  A REBAR, WITH A STAMPED ALUMINUM
 CZ1521'COLLAR, UP 0.05 FT.
 CZ1521
 CZ1521                          STATION RECOVERY (2007)
 CZ1521
 CZ1521'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1521'MARK NOT FOUND.
 CZ1521
 CZ1521                          STATION RECOVERY (2008)
 CZ1521
 CZ1521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WGH)
 CZ1521'REPORTED AS NOT FOUND IN 2007.  RECOVERED AS DESCRIBED.  CONFUSION
 CZ1521'APPARENTLY RESULTS FROM DECRIPTION OF MARK BEING LOCATED UNDER I-10
 CZ1521'RIGHT OF WAY FENCE.  RIGHT OF WAY FENCE DESCRIBED RUNS SOUTH OF
 CZ1521'FRONTAGE ROAD AND IS NOT THE FENCE BETWEEN INTERSTATE 10 AND FRONTAGE
 CZ1521'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1523 ***********************************************************************
 CZ1523  DESIGNATION -  1400 80 A
 CZ1523  PID         -  CZ1523
 CZ1523  STATE/COUNTY-  AZ/PINAL
 CZ1523  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1523
 CZ1523                         *CURRENT SURVEY CONTROL
 CZ1523  ___________________________________________________________________
 CZ1523* NAD 83(1986)-  32 41 32.     (N)    111 27 42.     (W)     SCALED    
 CZ1523* NAVD 88     -       509.77   (+/-2cm)    1672.5    (feet)  VERTCON   
 CZ1523  ___________________________________________________________________
 CZ1523  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ1523  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1523
 CZ1523.The horizontal coordinates were scaled from a topographic map and have
 CZ1523.an estimated accuracy of +/- 6 seconds.
 CZ1523
 CZ1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1523.The vertical order pertains to the NGVD 29 superseded value.
 CZ1523
 CZ1523.The geoid height was determined by GEOID03.
 CZ1523
 CZ1523;                    North         East    Units  Estimated Accuracy
 CZ1523;SPC AZ C     -   187,710.      256,020.      MT  (+/- 180 meters Scaled)
 CZ1523
 CZ1523                          SUPERSEDED SURVEY CONTROL
 CZ1523
 CZ1523  NGVD 29 (??/??/92)  509.195  (m)         1670.58   (f) ADJ UNCH    1 2
 CZ1523
 CZ1523.Superseded values are not recommended for survey control.
 CZ1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1523.See file dsdata.txt to determine how the superseded data were derived.
 CZ1523
 CZ1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB567172(NAD 83)
 CZ1523_MARKER: DD = SURVEY DISK
 CZ1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1523_SP_SET: CULVERT
 CZ1523_STAMPING: PM BM 1400 - 80 A
 CZ1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1523
 CZ1523  HISTORY     - Date     Condition        Report By
 CZ1523  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1523  HISTORY     - 1975     GOOD             AZDT
 CZ1523
 CZ1523                          STATION DESCRIPTION
 CZ1523
 CZ1523'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1523'2.0 MI SE FROM PICACHO.
 CZ1523'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.8 MILES AND TO
 CZ1523'THE STATION.  35 FT. SOUTH OF THE INTERSTATE CENTERLINE.  ON THE NORTH
 CZ1523'EDGE OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN THE TOP AND
 CZ1523'CENTER OF A 6 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1532 ***********************************************************************
 CZ1532  DESIGNATION -  1400 81
 CZ1532  PID         -  CZ1532
 CZ1532  STATE/COUNTY-  AZ/PINAL
 CZ1532  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1532
 CZ1532                         *CURRENT SURVEY CONTROL
 CZ1532  ___________________________________________________________________
 CZ1532* NAD 83(1986)-  32 40 26.     (N)    111 26 00.     (W)     SCALED    
 CZ1532* NAVD 88     -       525.31   (+/-2cm)    1723.5    (feet)  VERTCON   
 CZ1532  ___________________________________________________________________
 CZ1532  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ1532  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1532
 CZ1532.The horizontal coordinates were scaled from a topographic map and have
 CZ1532.an estimated accuracy of +/- 6 seconds.
 CZ1532
 CZ1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1532.The vertical order pertains to the NGVD 29 superseded value.
 CZ1532
 CZ1532.The geoid height was determined by GEOID03.
 CZ1532
 CZ1532;                    North         East    Units  Estimated Accuracy
 CZ1532;SPC AZ C     -   185,690.      258,690.      MT  (+/- 180 meters Scaled)
 CZ1532
 CZ1532                          SUPERSEDED SURVEY CONTROL
 CZ1532
 CZ1532  NGVD 29 (??/??/92)  524.726  (m)         1721.54   (f) ADJ UNCH    1 2
 CZ1532
 CZ1532.Superseded values are not recommended for survey control.
 CZ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1532.See file dsdata.txt to determine how the superseded data were derived.
 CZ1532
 CZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB593152(NAD 83)
 CZ1532_MARKER: DD = SURVEY DISK
 CZ1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1532_STAMPING: 1400 - 81
 CZ1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1532+STABILITY: SURFACE MOTION
 CZ1532
 CZ1532  HISTORY     - Date     Condition        Report By
 CZ1532  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1532  HISTORY     - 1975     GOOD             AZDT
 CZ1532
 CZ1532                          STATION DESCRIPTION
 CZ1532
 CZ1532'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1532'4.45 MI SE FROM PICACHO.
 CZ1532'FROM MILEPOST 216, ON THE SOUTH FRONTAGE ROAD OF I-10, EAST FOR 0.8
 CZ1532'MILES AND TO THE STATION ON THE RIGHT AND SOUTH OF THE REST AREA.
 CZ1532'UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A P AND M SURVEY SIGN.  AT
 CZ1532'AN ANGLE POINT IN THE SOUTH R/W FENCE LINE SOUTH OF THE REST AREA. AN
 CZ1532'AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1533 ***********************************************************************
 CZ1533  DESIGNATION -  1400 82
 CZ1533  PID         -  CZ1533
 CZ1533  STATE/COUNTY-  AZ/PINAL
 CZ1533  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1533
 CZ1533                         *CURRENT SURVEY CONTROL
 CZ1533  ___________________________________________________________________
 CZ1533* NAD 83(1986)-  32 40 18.     (N)    111 25 46.     (W)     SCALED    
 CZ1533* NAVD 88     -       526.66   (+/-2cm)    1727.9    (feet)  VERTCON   
 CZ1533  ___________________________________________________________________
 CZ1533  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ1533  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1533
 CZ1533.The horizontal coordinates were scaled from a topographic map and have
 CZ1533.an estimated accuracy of +/- 6 seconds.
 CZ1533
 CZ1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1533.The vertical order pertains to the NGVD 29 superseded value.
 CZ1533
 CZ1533.The geoid height was determined by GEOID03.
 CZ1533
 CZ1533;                    North         East    Units  Estimated Accuracy
 CZ1533;SPC AZ C     -   185,450.      259,060.      MT  (+/- 180 meters Scaled)
 CZ1533
 CZ1533                          SUPERSEDED SURVEY CONTROL
 CZ1533
 CZ1533  NGVD 29 (??/??/92)  526.078  (m)         1725.97   (f) ADJ UNCH    1 2
 CZ1533
 CZ1533.Superseded values are not recommended for survey control.
 CZ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1533.See file dsdata.txt to determine how the superseded data were derived.
 CZ1533
 CZ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB597149(NAD 83)
 CZ1533_MARKER: DD = SURVEY DISK
 CZ1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1533_STAMPING: PM BM 1400 - 82
 CZ1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1533+STABILITY: SURFACE MOTION
 CZ1533
 CZ1533  HISTORY     - Date     Condition        Report By
 CZ1533  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1533  HISTORY     - 1975     GOOD             AZDT
 CZ1533
 CZ1533                          STATION DESCRIPTION
 CZ1533
 CZ1533'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1533'4.6 MI SE FROM PICACHO.
 CZ1533'FROM THE WEST END OF THE REST AREA ON THE FRONTAGE ROAD OF I-10,
 CZ1533'MILEPOST 216.8, EAST ON THE FRONTAGE ROAD FOR 0.25 MILES AND TO THE
 CZ1533'STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A P
 CZ1533'AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AT AN ANGLE POINT IN
 CZ1533'THE SOUTH R/W FENCE LINE, SOUTH OF THE REST AREA.  AN AHD BRASS CAP,
 CZ1533'SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1535 ***********************************************************************
 CZ1535  DESIGNATION -  1400 82 A
 CZ1535  PID         -  CZ1535
 CZ1535  STATE/COUNTY-  AZ/PINAL
 CZ1535  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1535
 CZ1535                         *CURRENT SURVEY CONTROL
 CZ1535  ___________________________________________________________________
 CZ1535* NAD 83(1986)-  32 40 06.     (N)    111 25 28.     (W)     SCALED    
 CZ1535* NAVD 88     -       529.09   (+/-2cm)    1735.9    (feet)  VERTCON   
 CZ1535  ___________________________________________________________________
 CZ1535  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ1535  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1535
 CZ1535.The horizontal coordinates were scaled from a topographic map and have
 CZ1535.an estimated accuracy of +/- 6 seconds.
 CZ1535
 CZ1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1535.The vertical order pertains to the NGVD 29 superseded value.
 CZ1535
 CZ1535.The geoid height was determined by GEOID03.
 CZ1535
 CZ1535;                    North         East    Units  Estimated Accuracy
 CZ1535;SPC AZ C     -   185,080.      259,530.      MT  (+/- 180 meters Scaled)
 CZ1535
 CZ1535                          SUPERSEDED SURVEY CONTROL
 CZ1535
 CZ1535  NGVD 29 (??/??/92)  528.506  (m)         1733.94   (f) ADJ UNCH    1 2
 CZ1535
 CZ1535.Superseded values are not recommended for survey control.
 CZ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1535.See file dsdata.txt to determine how the superseded data were derived.
 CZ1535
 CZ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB602145(NAD 83)
 CZ1535_MARKER: Z = SEE DESCRIPTION
 CZ1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1535_SP_SET: ALUMINUM COLLAR
 CZ1535_STAMPING: PM BM 1400 - 82 - A
 CZ1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1535
 CZ1535  HISTORY     - Date     Condition        Report By
 CZ1535  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1535  HISTORY     - 1975     GOOD             AZDT
 CZ1535
 CZ1535                          STATION DESCRIPTION
 CZ1535
 CZ1535'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1535'5.2 MI SE FROM PICACHO.
 CZ1535'FROM MILEPOST 217, I-10, EAST ON THE INTERSTATE FOR 0.45 MILES AND TO
 CZ1535'THE STATION ON THE RIGHT.  0.3 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1535'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH A STAMPED ALUMINUM
 CZ1535'COLLAR, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1536 ***********************************************************************
 CZ1536  DESIGNATION -  1400 82 B
 CZ1536  PID         -  CZ1536
 CZ1536  STATE/COUNTY-  AZ/PINAL
 CZ1536  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1536
 CZ1536                         *CURRENT SURVEY CONTROL
 CZ1536  ___________________________________________________________________
 CZ1536* NAD 83(1986)-  32 40 00.     (N)    111 25 14.     (W)     SCALED    
 CZ1536* NAVD 88     -       530.29   (+/-2cm)    1739.8    (feet)  VERTCON   
 CZ1536  ___________________________________________________________________
 CZ1536  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ1536  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1536
 CZ1536.The horizontal coordinates were scaled from a topographic map and have
 CZ1536.an estimated accuracy of +/- 6 seconds.
 CZ1536
 CZ1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1536.The vertical order pertains to the NGVD 29 superseded value.
 CZ1536
 CZ1536.The geoid height was determined by GEOID03.
 CZ1536
 CZ1536;                    North         East    Units  Estimated Accuracy
 CZ1536;SPC AZ C     -   184,900.      259,890.      MT  (+/- 180 meters Scaled)
 CZ1536
 CZ1536                          SUPERSEDED SURVEY CONTROL
 CZ1536
 CZ1536  NGVD 29 (??/??/92)  529.708  (m)         1737.88   (f) ADJ UNCH    1 2
 CZ1536
 CZ1536.Superseded values are not recommended for survey control.
 CZ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1536.See file dsdata.txt to determine how the superseded data were derived.
 CZ1536
 CZ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB605144(NAD 83)
 CZ1536_MARKER: Z = SEE DESCRIPTION
 CZ1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1536_SP_SET: ALUMINUM COLLAR
 CZ1536_STAMPING: PM BM 1400 - 82 - B
 CZ1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1536
 CZ1536  HISTORY     - Date     Condition        Report By
 CZ1536  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1536  HISTORY     - 1975     GOOD             AZDT
 CZ1536
 CZ1536                          STATION DESCRIPTION
 CZ1536
 CZ1536'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1536'5.6 MI SE FROM PICACHO.
 CZ1536'FROM MILEPOST 217, I-10, EAST ON THE INTERSTATE FOR 0.7 MILES AND TO
 CZ1536'THE STATION ON THE RIGHT.  0.8 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1536'MARKED BY A P AND M SURVEY SIGN.  A REBAR, WITH A STAMPED ALUMINUM
 CZ1536'COLLAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1537 ***********************************************************************
 CZ1537  DESIGNATION -  1400 83
 CZ1537  PID         -  CZ1537
 CZ1537  STATE/COUNTY-  AZ/PINAL
 CZ1537  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1537
 CZ1537                         *CURRENT SURVEY CONTROL
 CZ1537  ___________________________________________________________________
 CZ1537* NAD 83(1986)-  32 39 48.     (N)    111 25 02.     (W)     SCALED    
 CZ1537* NAVD 88     -       533.71   (+/-2cm)    1751.0    (feet)  VERTCON   
 CZ1537  ___________________________________________________________________
 CZ1537  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ1537  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1537
 CZ1537.The horizontal coordinates were scaled from a topographic map and have
 CZ1537.an estimated accuracy of +/- 6 seconds.
 CZ1537
 CZ1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1537.The vertical order pertains to the NGVD 29 superseded value.
 CZ1537
 CZ1537.The geoid height was determined by GEOID03.
 CZ1537
 CZ1537;                    North         East    Units  Estimated Accuracy
 CZ1537;SPC AZ C     -   184,530.      260,210.      MT  (+/- 180 meters Scaled)
 CZ1537
 CZ1537                          SUPERSEDED SURVEY CONTROL
 CZ1537
 CZ1537  NGVD 29 (??/??/92)  533.122  (m)         1749.08   (f) ADJ UNCH    1 2
 CZ1537
 CZ1537.Superseded values are not recommended for survey control.
 CZ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1537.See file dsdata.txt to determine how the superseded data were derived.
 CZ1537
 CZ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB608140(NAD 83)
 CZ1537_MARKER: DD = SURVEY DISK
 CZ1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1537_SP_SET: CULVERT
 CZ1537_STAMPING: PM BM 1400 - 83
 CZ1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1537
 CZ1537  HISTORY     - Date     Condition        Report By
 CZ1537  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1537  HISTORY     - 1975     GOOD             AZDT
 CZ1537
 CZ1537                          STATION DESCRIPTION
 CZ1537
 CZ1537'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1537'5.75 MI SE FROM PICACHO.
 CZ1537'AT MILEPOST 218.0.  ON A CULVERT SOUTH OF THE SOUTH FRONTAGE ROAD. AN
 CZ1537'ADOT ALUMINUM REFERENCE MARK BRASS CAP, CEMENTED TO THE TOP AND CENTER
 CZ1537'OF A 12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1539 ***********************************************************************
 CZ1539  DESIGNATION -  1400 84
 CZ1539  PID         -  CZ1539
 CZ1539  STATE/COUNTY-  AZ/PINAL
 CZ1539  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1539
 CZ1539                         *CURRENT SURVEY CONTROL
 CZ1539  ___________________________________________________________________
 CZ1539* NAD 83(1986)-  32 39 38.     (N)    111 24 44.     (W)     SCALED    
 CZ1539* NAVD 88     -       535.19   (+/-2cm)    1755.9    (feet)  VERTCON   
 CZ1539  ___________________________________________________________________
 CZ1539  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ1539  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1539
 CZ1539.The horizontal coordinates were scaled from a topographic map and have
 CZ1539.an estimated accuracy of +/- 6 seconds.
 CZ1539
 CZ1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1539.The vertical order pertains to the NGVD 29 superseded value.
 CZ1539
 CZ1539.The geoid height was determined by GEOID03.
 CZ1539
 CZ1539;                    North         East    Units  Estimated Accuracy
 CZ1539;SPC AZ C     -   184,220.      260,680.      MT  (+/- 180 meters Scaled)
 CZ1539
 CZ1539                          SUPERSEDED SURVEY CONTROL
 CZ1539
 CZ1539  NGVD 29 (??/??/92)  534.599  (m)         1753.93   (f) ADJ UNCH    1 2
 CZ1539
 CZ1539.Superseded values are not recommended for survey control.
 CZ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1539.See file dsdata.txt to determine how the superseded data were derived.
 CZ1539
 CZ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB613137(NAD 83)
 CZ1539_MARKER: DD = SURVEY DISK
 CZ1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1539_SP_SET: HEADWALL
 CZ1539_STAMPING: PM BM 1400 - 84
 CZ1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1539
 CZ1539  HISTORY     - Date     Condition        Report By
 CZ1539  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1539  HISTORY     - 1975     GOOD             AZDT
 CZ1539
 CZ1539                          STATION DESCRIPTION
 CZ1539
 CZ1539'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1539'5.9 MI SE FROM PICACHO.
 CZ1539'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.15 MILES AND TO
 CZ1539'THE STATION ON THE RIGHT.  ON THE TOP AND CENTER OF THE EAST HEADWALL
 CZ1539'OF A CATTLE GUARD.  MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS
 CZ1539'CAP, SET IN THE TOP AND CENTER OF THE HEADWALL OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1540 ***********************************************************************
 CZ1540  DESIGNATION -  1400 84 A
 CZ1540  PID         -  CZ1540
 CZ1540  STATE/COUNTY-  AZ/PINAL
 CZ1540  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1540
 CZ1540                         *CURRENT SURVEY CONTROL
 CZ1540  ___________________________________________________________________
 CZ1540* NAD 83(1986)-  32 39 24.     (N)    111 24 52.     (W)     SCALED    
 CZ1540* NAVD 88     -       545.86   (+/-2cm)    1790.9    (feet)  VERTCON   
 CZ1540  ___________________________________________________________________
 CZ1540  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ1540  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1540
 CZ1540.The horizontal coordinates were scaled from a topographic map and have
 CZ1540.an estimated accuracy of +/- 6 seconds.
 CZ1540
 CZ1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1540.The vertical order pertains to the NGVD 29 superseded value.
 CZ1540
 CZ1540.The geoid height was determined by GEOID03.
 CZ1540
 CZ1540;                    North         East    Units  Estimated Accuracy
 CZ1540;SPC AZ C     -   183,790.      260,470.      MT  (+/- 180 meters Scaled)
 CZ1540
 CZ1540                          SUPERSEDED SURVEY CONTROL
 CZ1540
 CZ1540  NGVD 29 (??/??/92)  545.275  (m)         1788.96   (f) ADJ UNCH    1 2
 CZ1540
 CZ1540.Superseded values are not recommended for survey control.
 CZ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1540.See file dsdata.txt to determine how the superseded data were derived.
 CZ1540
 CZ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB611133(NAD 83)
 CZ1540_MARKER: DD = SURVEY DISK
 CZ1540_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1540_SP_SET: OUTCROP
 CZ1540_STAMPING: PM BM 1400 - 84 A
 CZ1540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1540+STABILITY: POSITION/ELEVATION WELL
 CZ1540
 CZ1540  HISTORY     - Date     Condition        Report By
 CZ1540  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1540  HISTORY     - 1975     GOOD             AZDT
 CZ1540
 CZ1540                          STATION DESCRIPTION
 CZ1540
 CZ1540'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1540'6.25 MI SE FROM PICACHO.
 CZ1540'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.15 MILES, THENCE
 CZ1540'RIGHT ACROSS A CATTLE GUARD TO THE EAST END OF A DARK BASALT BUTTE, A
 CZ1540'DISTANCE OF 0.35 MILES.  ABOUT 350 FT. WEST OF THE EAST END OF THE
 CZ1540'BUTTE.  ON THE NORTH FACE ABOUT 6 FT. ABOVE THE PLAIN WHICH SLOPES
 CZ1540'NORTH TO THE HIGHWAY.  MARKED BY A P AND M SURVEY SIGN.  AN ADOT
 CZ1540'ALUMINUM REFERENCE MARK, CEMENTED TO A BASALTIC OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1457 ***********************************************************************
 CZ1457  DESIGNATION -  1400 84 B
 CZ1457  PID         -  CZ1457
 CZ1457  STATE/COUNTY-  AZ/PINAL
 CZ1457  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1457
 CZ1457                         *CURRENT SURVEY CONTROL
 CZ1457  ___________________________________________________________________
 CZ1457* NAD 83(2007)-  32 39 26.42484(N)    111 25 02.41264(W)     ADJUSTED  
 CZ1457* NAVD 88     -       540.850  (meters)    1774.44   (feet)  ADJUSTED  
 CZ1457  ___________________________________________________________________
 CZ1457  X           -  -1,962,911.935 (meters)                     COMP
 CZ1457  Y           -  -5,004,303.106 (meters)                     COMP
 CZ1457  Z           -   3,422,302.047 (meters)                     COMP
 CZ1457  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 CZ1457  ELLIP HEIGHT-         511.116 (meters)          (04/23/08) ADJUSTED
 CZ1457  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ1457  DYNAMIC HT  -         540.160 (meters)    1772.17  (feet)  COMP
 CZ1457  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 CZ1457
 CZ1457  HORZ ORDER  -  A
 CZ1457  VERT ORDER  -  FIRST     CLASS II
 CZ1457  ELLP ORDER  -  FOURTH    CLASS II
 CZ1457
 CZ1457.The horizontal coordinates were established by GPS observations
 CZ1457.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ1457
 CZ1457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1457
 CZ1457.The orthometric height was determined by differential leveling
 CZ1457.and adjusted in June 1991.
 CZ1457
 CZ1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1457
 CZ1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1457
 CZ1457.The ellipsoidal height was determined by GPS observations
 CZ1457.and is referenced to NAD 83.
 CZ1457
 CZ1457.The geoid height was determined by GEOID03.
 CZ1457
 CZ1457.The dynamic height is computed by dividing the NAVD 88
 CZ1457.geopotential number by the normal gravity value computed on the
 CZ1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1457.degrees latitude (g = 980.6199 gals.).
 CZ1457
 CZ1457.The modeled gravity was interpolated from observed gravity values.
 CZ1457
 CZ1457;                    North         East     Units Scale Factor Converg.
 CZ1457;SPC AZ C     -   183,864.027   260,199.085   MT  0.99992704   +0 16 10.0
 CZ1457;SPC AZ C     -   603,228.44    853,671.54   iFT  0.99992704   +0 16 10.0
 CZ1457;UTM  12      - 3,613,377.604   460,863.985   MT  0.99961889   -0 13 30.7
 CZ1457
 CZ1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1457!SPC AZ C     -   0.99991976  x   0.99992704  =   0.99984680
 CZ1457!UTM  12      -   0.99991976  x   0.99961889  =   0.99953868
 CZ1457
 CZ1457                          SUPERSEDED SURVEY CONTROL
 CZ1457
 CZ1457  NAVD 88 (04/23/08)  540.85   (m)         1774.4    (f) LEVELING    3  
 CZ1457  NGVD 29 (??/??/92)  540.247  (m)         1772.46   (f) ADJ UNCH    1 2
 CZ1457
 CZ1457.Superseded values are not recommended for survey control.
 CZ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1457.See file dsdata.txt to determine how the superseded data were derived.
 CZ1457
 CZ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6086413378(NAD 83)
 CZ1457_MARKER: DD = SURVEY DISK
 CZ1457_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1457_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1457_STAMPING: P AND M BM 1400-84-B 1975
 CZ1457_MARK LOGO: AZDT  
 CZ1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1457+STABILITY: POSITION/ELEVATION WELL
 CZ1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1457+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 CZ1457
 CZ1457  HISTORY     - Date     Condition        Report By
 CZ1457  HISTORY     - 1975     MONUMENTED       AZHD
 CZ1457  HISTORY     - 1980     GOOD             NGS
 CZ1457  HISTORY     - 1984     GOOD             NGS
 CZ1457  HISTORY     - 19911205 GOOD             NGS
 CZ1457  HISTORY     - 20060831 GOOD             AZ-003
 CZ1457
 CZ1457                          STATION DESCRIPTION
 CZ1457
 CZ1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1457'41.0 KM SE FROM CASA GRANDE.
 CZ1457'THE MARK IS 6 M ABOVE THE TRACK ROAD.
 CZ1457'40.2 KILOMETERS (25.0 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1457'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.8 KILOMETER
 CZ1457'(0.5 MILE) SOUTHWEST ALONG A TRACK ROAD
 CZ1457'IN TOP OF A 4.5- BY 7.3-METER FLAT OUTCROP WITH FOUR INDIAN GRINDING
 CZ1457'HOLES, 28.7 METERS (94 FEET) SOUTHEAST OF THE CENTERLINE OF A TRACK
 CZ1457'ROAD, 14.5 METERS (48 FEET) NORTH OF AND 3 METERS (10 FEET) LOWER THAN
 CZ1457'A TRIANGLE-SHAPED CAVE, 4.9 METERS (16 FEET) NORTHWEST OF THE
 CZ1457'NORTHWEST POINT OF A BOULDER WITH A VERTICAL HOLE, 1.4 METERS (4.6
 CZ1457'FEET) SOUTH OF THE NORTH END OF THE OUTCROP AND 1 METER (3 FEET)
 CZ1457'ABOVE THE GROUND.
 CZ1457
 CZ1457                          STATION RECOVERY (1984)
 CZ1457
 CZ1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1457'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 CZ1457'OUTCROP HAS SIX INDIAN GRINDING HOLES INSTEAD OF FOUR AND ADD--15.2
 CZ1457'CENTIMETERS (6 IN) NORTH OF A INDIAN GRINDING HOLE.
 CZ1457
 CZ1457                          STATION RECOVERY (1991)
 CZ1457
 CZ1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1457'0.2 KM (0.10 MI) SOUTHERLY ALONG PICACHO BOULEVARD FROM THE POST
 CZ1457'OFFICE IN PICACHO, THENCE 9.8 KM (6.10 MI) SOUTHEASTERLY ALONG A
 CZ1457'PAVED FRONTAGE ROAD, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG A
 CZ1457'TRACK ROAD, NEAR THE NORTH END OF A 15 BY 25-FOOT AREA OF OUTCROPPING
 CZ1457'BEDROCK, 28.7 M (94.2 FT) SOUTHEAST OF THE ROAD CENTER, 28.3 M (92.8
 CZ1457'FT) EAST OF THE CENTER OF A GATE IN A FENCE LINE, 14.5 M (47.6 FT)
 CZ1457'NORTH OF THE CENTER OF A TRIANGLE SHAPED CAVE, 1.5 M (4.9 FT) ABOVE
 CZ1457'THE LEVEL OF THE ROAD, AND 1.4 M (4.6 FT) SOUTH OF THE NORTH END OF
 CZ1457'THE OUTCROP.  NOTE--THE DISK HAS BEEN MUTILATED.
 CZ1457
 CZ1457                          STATION RECOVERY (2006)
 CZ1457
 CZ1457'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2006 (DS)
 CZ1457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1541 ***********************************************************************
 CZ1541  DESIGNATION -  1400 85
 CZ1541  PID         -  CZ1541
 CZ1541  STATE/COUNTY-  AZ/PINAL
 CZ1541  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1541
 CZ1541                         *CURRENT SURVEY CONTROL
 CZ1541  ___________________________________________________________________
 CZ1541* NAD 83(1986)-  32 39 32.     (N)    111 24 38.     (W)     SCALED    
 CZ1541* NAVD 88     -       536.23   (+/-2cm)    1759.3    (feet)  VERTCON   
 CZ1541  ___________________________________________________________________
 CZ1541  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1541  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1541
 CZ1541.The horizontal coordinates were scaled from a topographic map and have
 CZ1541.an estimated accuracy of +/- 6 seconds.
 CZ1541
 CZ1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1541.The vertical order pertains to the NGVD 29 superseded value.
 CZ1541
 CZ1541.The geoid height was determined by GEOID03.
 CZ1541
 CZ1541;                    North         East    Units  Estimated Accuracy
 CZ1541;SPC AZ C     -   184,040.      260,830.      MT  (+/- 180 meters Scaled)
 CZ1541
 CZ1541                          SUPERSEDED SURVEY CONTROL
 CZ1541
 CZ1541  NGVD 29 (??/??/92)  535.642  (m)         1757.35   (f) ADJ UNCH    1 2
 CZ1541
 CZ1541.Superseded values are not recommended for survey control.
 CZ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1541.See file dsdata.txt to determine how the superseded data were derived.
 CZ1541
 CZ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB615135(NAD 83)
 CZ1541_MARKER: DD = SURVEY DISK
 CZ1541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1541_SP_SET: CULVERT
 CZ1541_STAMPING: PM BM 1400 - 85
 CZ1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1541
 CZ1541  HISTORY     - Date     Condition        Report By
 CZ1541  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1541  HISTORY     - 1975     GOOD             AZDT
 CZ1541
 CZ1541                          STATION DESCRIPTION
 CZ1541
 CZ1541'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1541'5.95 MI SE FROM PICACHO.
 CZ1541'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1541'THE STATION ON THE RIGHT.  ON THE NORTH SIDE OF THE SOUTH FRONTAGE
 CZ1541'ROAD.  MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN THE
 CZ1541'TOP AND CENTER OF A 12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1543 ***********************************************************************
 CZ1543  DESIGNATION -  1400 86
 CZ1543  PID         -  CZ1543
 CZ1543  STATE/COUNTY-  AZ/PINAL
 CZ1543  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1543
 CZ1543                         *CURRENT SURVEY CONTROL
 CZ1543  ___________________________________________________________________
 CZ1543* NAD 83(1986)-  32 39 22.     (N)    111 24 24.     (W)     SCALED    
 CZ1543* NAVD 88     -       539.15   (+/-2cm)    1768.9    (feet)  VERTCON   
 CZ1543  ___________________________________________________________________
 CZ1543  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1543  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1543
 CZ1543.The horizontal coordinates were scaled from a topographic map and have
 CZ1543.an estimated accuracy of +/- 6 seconds.
 CZ1543
 CZ1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1543.The vertical order pertains to the NGVD 29 superseded value.
 CZ1543
 CZ1543.The geoid height was determined by GEOID03.
 CZ1543
 CZ1543;                    North         East    Units  Estimated Accuracy
 CZ1543;SPC AZ C     -   183,730.      261,200.      MT  (+/- 180 meters Scaled)
 CZ1543
 CZ1543                          SUPERSEDED SURVEY CONTROL
 CZ1543
 CZ1543  NGVD 29 (??/??/92)  538.558  (m)         1766.92   (f) ADJ UNCH    1 2
 CZ1543
 CZ1543.Superseded values are not recommended for survey control.
 CZ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1543.See file dsdata.txt to determine how the superseded data were derived.
 CZ1543
 CZ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB618132(NAD 83)
 CZ1543_MARKER: DD = SURVEY DISK
 CZ1543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1543_SP_SET: CULVERT
 CZ1543_STAMPING: PM BM 1400 - 86
 CZ1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1543
 CZ1543  HISTORY     - Date     Condition        Report By
 CZ1543  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1543  HISTORY     - 1975     GOOD             AZDT
 CZ1543
 CZ1543                          STATION DESCRIPTION
 CZ1543
 CZ1543'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1543'6.35 MI SE FROM PICACHO.
 CZ1543'FROM MILEPOST 219, I-10, WEST ON THE INTERSTATE FOR 0.15 MILES AND TO
 CZ1543'THE STATION ON THE LEFT.  ON THE NORTH SIDE OF THE EAST BOUND LANE.
 CZ1543'ABOUT 30 FT. SOUTH OF THE INTERSTATE CENTERLINE.  AN AHD BRASS CAP,
 CZ1543'SET ON THE TOP AND CENTER OF A 12 FT. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1545 ***********************************************************************
 CZ1545  DESIGNATION -  1400 87
 CZ1545  PID         -  CZ1545
 CZ1545  STATE/COUNTY-  AZ/PINAL
 CZ1545  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1545
 CZ1545                         *CURRENT SURVEY CONTROL
 CZ1545  ___________________________________________________________________
 CZ1545* NAD 83(1986)-  32 38 50.     (N)    111 23 30.     (W)     SCALED    
 CZ1545* NAVD 88     -       544.01   (+/-2cm)    1784.8    (feet)  VERTCON   
 CZ1545  ___________________________________________________________________
 CZ1545  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ1545  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1545
 CZ1545.The horizontal coordinates were scaled from a topographic map and have
 CZ1545.an estimated accuracy of +/- 6 seconds.
 CZ1545
 CZ1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1545.The vertical order pertains to the NGVD 29 superseded value.
 CZ1545
 CZ1545.The geoid height was determined by GEOID03.
 CZ1545
 CZ1545;                    North         East    Units  Estimated Accuracy
 CZ1545;SPC AZ C     -   182,750.      262,610.      MT  (+/- 180 meters Scaled)
 CZ1545
 CZ1545                          SUPERSEDED SURVEY CONTROL
 CZ1545
 CZ1545  NGVD 29 (??/??/92)  543.439  (m)         1782.93   (f) ADJ UNCH    1 2
 CZ1545
 CZ1545.Superseded values are not recommended for survey control.
 CZ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1545.See file dsdata.txt to determine how the superseded data were derived.
 CZ1545
 CZ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB632122(NAD 83)
 CZ1545_MARKER: DD = SURVEY DISK
 CZ1545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1545_SP_SET: CULVERT
 CZ1545_STAMPING: PM BM 1400 - 87
 CZ1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1545
 CZ1545  HISTORY     - Date     Condition        Report By
 CZ1545  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1545  HISTORY     - 1975     GOOD             AZDT
 CZ1545  HISTORY     - 20040514 MARK NOT FOUND   NGS
 CZ1545
 CZ1545                          STATION DESCRIPTION
 CZ1545
 CZ1545'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1545'7.47 MI SE FROM PICACHO.
 CZ1545'FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8, I-10, NORTH ON THE
 CZ1545'UNDERPASS ROAD FOR 0.1 MILES AND TO THE STATION ON THE RIGHT. ABOUT
 CZ1545'0.3 FT. ABOVE THE ROAD.  15 FT. EAST OF THE CENTERLINE OF THE ROAD
 CZ1545'NORTH.  90 FT. SOUTH OF A T JUNCTION OF THE ROAD NORTH AND ONE EAST
 CZ1545'AND WEST.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 12 FT.
 CZ1545'CULVERT.
 CZ1545
 CZ1545                          STATION RECOVERY (2004)
 CZ1545
 CZ1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1651 ***********************************************************************
 DV1651  DESIGNATION -  1400 9
 DV1651  PID         -  DV1651
 DV1651  STATE/COUNTY-  AZ/MARICOPA
 DV1651  USGS QUAD   -  PHOENIX (1982)
 DV1651
 DV1651                         *CURRENT SURVEY CONTROL
 DV1651  ___________________________________________________________________
 DV1651* NAD 83(1986)-  33 24 39.     (N)    112 00 25.     (W)     SCALED    
 DV1651* NAVD 88     -       340.343  (meters)    1116.61   (feet)  ADJUSTED  
 DV1651  ___________________________________________________________________
 DV1651  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1651  DYNAMIC HT  -         339.952 (meters)    1115.33  (feet)  COMP
 DV1651  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DV1651
 DV1651  VERT ORDER  -  SECOND    CLASS I
 DV1651
 DV1651.The horizontal coordinates were scaled from a topographic map and have
 DV1651.an estimated accuracy of +/- 6 seconds.
 DV1651
 DV1651.The orthometric height was determined by differential leveling
 DV1651.and adjusted in November 1993.
 DV1651
 DV1651.The geoid height was determined by GEOID03.
 DV1651
 DV1651.The dynamic height is computed by dividing the NAVD 88
 DV1651.geopotential number by the normal gravity value computed on the
 DV1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1651.degrees latitude (g = 980.6199 gals.).
 DV1651
 DV1651.The modeled gravity was interpolated from observed gravity values.
 DV1651
 DV1651;                    North         East    Units  Estimated Accuracy
 DV1651;SPC AZ C     -   267,320.      204,960.      MT  (+/- 180 meters Scaled)
 DV1651
 DV1651                          SUPERSEDED SURVEY CONTROL
 DV1651
 DV1651.No superseded survey control is available for this station.
 DV1651
 DV1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB063972(NAD 83)
 DV1651_MARKER: DB = BENCH MARK DISK
 DV1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1651_SP_SET: CONCRETE BASE OF LIGHTPOLE
 DV1651_STAMPING: 1400-9
 DV1651_MARK LOGO: AZDT  
 DV1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1651
 DV1651  HISTORY     - Date     Condition        Report By
 DV1651  HISTORY     - 1979     MONUMENTED       AZDT
 DV1651  HISTORY     - 20070403 MARK NOT FOUND   GEOCAC
 DV1651
 DV1651                          STATION DESCRIPTION
 DV1651
 DV1651'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1651'IN TEMPE.
 DV1651'FROM BELLE BUTTES AND INTERSTATE 10 IN TEMPE TRAVEL WEST ALONG
 DV1651'INTERSTATE 10 FOR 2.24 MI (3.61 KM) TO A LARGE OVERHEAD SIGN IN THE
 DV1651'EAST BOUND THAT READS (EXIT 151 40TH STREET NEXT RIGHT) AND THE MARK
 DV1651'ON THE RIGHT, 25 FT (7.62 METERS) SOUTH OF WESTBOUND RIGHT-OF-WAY
 DV1651'FENCE, 60 FT (18.28 METERS) NORTH OF NORTH EDGE OF WESTBOUND CONCRETE,
 DV1651'A STANDARD AZDT ALUMINUM CAP EPOXIED ON THE CONCRETE BASE OF A 10-INCH
 DV1651'LIGHT POLE.
 DV1651
 DV1651                          STATION RECOVERY (2007)
 DV1651
 DV1651'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1651'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1741 ***********************************************************************
 DU1741  DESIGNATION -  1400 A
 DU1741  PID         -  DU1741
 DU1741  STATE/COUNTY-  AZ/MARICOPA
 DU1741  USGS QUAD   -  TEMPE (1982)
 DU1741
 DU1741                         *CURRENT SURVEY CONTROL
 DU1741  ___________________________________________________________________
 DU1741* NAD 83(1986)-  33 29 30.     (N)    111 56 40.     (W)     SCALED    
 DU1741* NAVD 88     -       389.099  (meters)    1276.57   (feet)  ADJUSTED  
 DU1741  ___________________________________________________________________
 DU1741  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU1741  DYNAMIC HT  -         388.645 (meters)    1275.08  (feet)  COMP
 DU1741  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 DU1741
 DU1741  VERT ORDER  -  SECOND    CLASS I
 DU1741
 DU1741.The horizontal coordinates were scaled from a topographic map and have
 DU1741.an estimated accuracy of +/- 6 seconds.
 DU1741
 DU1741.The orthometric height was determined by differential leveling
 DU1741.and adjusted in November 1993.
 DU1741
 DU1741.The geoid height was determined by GEOID03.
 DU1741
 DU1741.The dynamic height is computed by dividing the NAVD 88
 DU1741.geopotential number by the normal gravity value computed on the
 DU1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1741.degrees latitude (g = 980.6199 gals.).
 DU1741
 DU1741.The modeled gravity was interpolated from observed gravity values.
 DU1741
 DU1741;                    North         East    Units  Estimated Accuracy
 DU1741;SPC AZ C     -   276,280.      210,780.      MT  (+/- 180 meters Scaled)
 DU1741
 DU1741                          SUPERSEDED SURVEY CONTROL
 DU1741
 DU1741.No superseded survey control is available for this station.
 DU1741
 DU1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122061(NAD 83)
 DU1741_MARKER: DB = BENCH MARK DISK
 DU1741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1741_SP_SET: CONCRETE BRIDGE
 DU1741_STAMPING: 1400-A
 DU1741_MARK LOGO: AZDT  
 DU1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1741+STABILITY: SURFACE MOTION
 DU1741
 DU1741  HISTORY     - Date     Condition        Report By
 DU1741  HISTORY     - 1982     MONUMENTED       AZDT
 DU1741  HISTORY     - 19950415 GOOD             USPSQD
 DU1741  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DU1741
 DU1741                          STATION DESCRIPTION
 DU1741
 DU1741'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1741'IN PHOENIX.
 DU1741'IN PHOENIX, FROM 64TH STREET AND EAST MCDOWELL TRAVEL NORTH ALONG
 DU1741'MCDOWELL FOR 1.68 MI (2.71 KM) TO INDIAN SCHOOL ROAD AND THE MARK ON
 DU1741'THE SOUTHWEST CORNER, THIS IS ALSO THE INTERSECTION OF THE CROSS CUT
 DU1741'CANAL AND THE ARIZONA CANAL, 18 FT (5.49 METERS) WEST OF THE
 DU1741'CENTERLINE OF THE CROSSCUT CANAL, 86.0 FT (26.21 METERS) WEST OF
 DU1741'CENTERLINE OF 64TH STREET, 44.2 FT (13.47 METERS) SOUTH OF INDIAN
 DU1741'SCHOOL ROAD, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON THE SOUTHWEST
 DU1741'CORNER OF THE CROSSCUT CANAL BRIDGE, FROM 48TH STREET AND INDIAN
 DU1741'SCHOOL TRAVEL EAST ALONG INDIAN SCHOOL ROAD FOR 2.21 MI (3.56 KM) TO
 DU1741'64TH STREET AND THE MARK.
 DU1741
 DU1741                          STATION RECOVERY (1995)
 DU1741
 DU1741'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1741'RECOVERED IN GOOD CONDITION.
 DU1741
 DU1741                          STATION RECOVERY (2006)
 DU1741
 DU1741'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1741'THE BRIDGE HAS BEEN REBUILT SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1742 ***********************************************************************
 DU1742  DESIGNATION -  1400 B
 DU1742  PID         -  DU1742
 DU1742  STATE/COUNTY-  AZ/MARICOPA
 DU1742  USGS QUAD   -  TEMPE (1982)
 DU1742
 DU1742                         *CURRENT SURVEY CONTROL
 DU1742  ___________________________________________________________________
 DU1742* NAD 83(1986)-  33 29 23.     (N)    111 57 43.     (W)     SCALED    
 DU1742* NAVD 88     -       383.459  (meters)    1258.07   (feet)  ADJUSTED  
 DU1742  ___________________________________________________________________
 DU1742  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU1742  DYNAMIC HT  -         383.012 (meters)    1256.60  (feet)  COMP
 DU1742  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 DU1742
 DU1742  VERT ORDER  -  SECOND    CLASS I
 DU1742
 DU1742.The horizontal coordinates were scaled from a topographic map and have
 DU1742.an estimated accuracy of +/- 6 seconds.
 DU1742
 DU1742.The orthometric height was determined by differential leveling
 DU1742.and adjusted in November 1993.
 DU1742
 DU1742.The geoid height was determined by GEOID03.
 DU1742
 DU1742.The dynamic height is computed by dividing the NAVD 88
 DU1742.geopotential number by the normal gravity value computed on the
 DU1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1742.degrees latitude (g = 980.6199 gals.).
 DU1742
 DU1742.The modeled gravity was interpolated from observed gravity values.
 DU1742
 DU1742;                    North         East    Units  Estimated Accuracy
 DU1742;SPC AZ C     -   276,060.      209,150.      MT  (+/- 180 meters Scaled)
 DU1742
 DU1742                          SUPERSEDED SURVEY CONTROL
 DU1742
 DU1742.No superseded survey control is available for this station.
 DU1742
 DU1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC106059(NAD 83)
 DU1742_MARKER: DB = BENCH MARK DISK
 DU1742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1742_SP_SET: CONCRETE WING WALL
 DU1742_STAMPING: 1400-B
 DU1742_MARK LOGO: AZ-013
 DU1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1742+STABILITY: SURFACE MOTION
 DU1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1742+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 DU1742
 DU1742  HISTORY     - Date     Condition        Report By
 DU1742  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1742  HISTORY     - 1982     GOOD             AZDT
 DU1742  HISTORY     - 19950415 GOOD             USPSQD
 DU1742  HISTORY     - 20070711 GOOD             GEOCAC
 DU1742
 DU1742                          STATION DESCRIPTION
 DU1742
 DU1742'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1742'IN PHOENIX.
 DU1742'IN PHOENIX, FROM THE INTERSECTION OF 48TH STREET AND INDIAN SCHOOL
 DU1742'ROAD TRAVEL EAST ALONG INDIAN SCHOOL FOR 1.09 MI (1.76 KM) TO 56TH
 DU1742'STREET AND THE BRIDGE OVER THE ARIZONA CANAL, A  4-INCH (10.2CM)
 DU1742'BRASS CAP SET IN THE NORTHEAST WINGWALL, 145 FT (44.2 METERS) NORTH
 DU1742'OF THE CENTERLINE OF INDIAN SCHOOL, 38 FT (11.58 METERS) EAST OF
 DU1742'PAINTED CENTERLINE OF 56TH STREET, 5.1 FT (1.55 METERS) NORTHEAST OF
 DU1742'NORTHEAST CORNER OF EAST SIDEWALK.
 DU1742
 DU1742                          STATION RECOVERY (1995)
 DU1742
 DU1742'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1742'RECOVERED IN GOOD CONDITION.
 DU1742
 DU1742                          STATION RECOVERY (2007)
 DU1742
 DU1742'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1743 ***********************************************************************
 DU1743  DESIGNATION -  1400 C
 DU1743  PID         -  DU1743
 DU1743  STATE/COUNTY-  AZ/MARICOPA
 DU1743  USGS QUAD   -  TEMPE (1982)
 DU1743
 DU1743                         *CURRENT SURVEY CONTROL
 DU1743  ___________________________________________________________________
 DU1743* NAD 83(1986)-  33 29 47.     (N)    111 58 41.     (W)     SCALED    
 DU1743* NAVD 88     -       382.075  (meters)    1253.52   (feet)  ADJUSTED  
 DU1743  ___________________________________________________________________
 DU1743  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU1743  DYNAMIC HT  -         381.629 (meters)    1252.06  (feet)  COMP
 DU1743  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DU1743
 DU1743  VERT ORDER  -  SECOND    CLASS I
 DU1743
 DU1743.The horizontal coordinates were scaled from a topographic map and have
 DU1743.an estimated accuracy of +/- 6 seconds.
 DU1743
 DU1743.The orthometric height was determined by differential leveling
 DU1743.and adjusted in November 1993.
 DU1743
 DU1743.The geoid height was determined by GEOID03.
 DU1743
 DU1743.The dynamic height is computed by dividing the NAVD 88
 DU1743.geopotential number by the normal gravity value computed on the
 DU1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1743.degrees latitude (g = 980.6199 gals.).
 DU1743
 DU1743.The modeled gravity was interpolated from observed gravity values.
 DU1743
 DU1743;                    North         East    Units  Estimated Accuracy
 DU1743;SPC AZ C     -   276,800.      207,660.      MT  (+/- 180 meters Scaled)
 DU1743
 DU1743                          SUPERSEDED SURVEY CONTROL
 DU1743
 DU1743.No superseded survey control is available for this station.
 DU1743
 DU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC091067(NAD 83)
 DU1743_MARKER: DB = BENCH MARK DISK
 DU1743_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1743_SP_SET: CONCRETE HEADGATE
 DU1743_STAMPING: 1400-C
 DU1743_MARK LOGO: BOR   
 DU1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1743+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU1743
 DU1743  HISTORY     - Date     Condition        Report By
 DU1743  HISTORY     - UNK      MONUMENTED       BOR
 DU1743  HISTORY     - 1982     GOOD             AZDT
 DU1743  HISTORY     - 19950415 GOOD             USPSQD
 DU1743  HISTORY     - 20060827 GOOD             GEOCAC
 DU1743  HISTORY     - 20080502 GOOD             GEOCAC
 DU1743
 DU1743                          STATION DESCRIPTION
 DU1743
 DU1743'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1743'IN PHOENIX.
 DU1743'IN PHOENIX, FROM INDIAN SCHOOL ROAD AND 48TH STREET TRAVEL NORTH ALONG
 DU1743'48TH STREET FOR 0.1 MI (0.16 KM) TO THE BRIDGE OVER THE ARIZONA CANAL
 DU1743'AND THE MARK ON THE SOUTHWEST CORNER, 23.5 FT (7.16 METERS) WEST OF
 DU1743'THE CENTERLINE OF 48TH STREET, 26.5 FT (8.08 METERS) SOUTH OF THE
 DU1743'CANAL CENTERLINE, 4 FT (1.22 METERS) WEST OF THE SOUTH END OF THE WEST
 DU1743'BRIDGE RAIL, A STANDARD BRASS CAP SET IN THE CENTER OF HEADGATE 2.0 FT
 DU1743'(0.61 METERS) BELOW ROAD SURFACE, A UNITED STATES RECLAMATION SERVICE
 DU1743'CAP.
 DU1743
 DU1743                          STATION RECOVERY (1995)
 DU1743
 DU1743'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1743'RECOVERED IN GOOD CONDITION.
 DU1743
 DU1743                          STATION RECOVERY (2006)
 DU1743
 DU1743'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1743'RECOVERED IN GOOD CONDITION.
 DU1743
 DU1743                          STATION RECOVERY (2008)
 DU1743
 DU1743'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU1743'ADD TO DESCRIPTION, NORTH OF INDIAN SCHOOL ROAD, 48TH STREET IS KNOWN
 DU1743'AS ARCADIA DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1744 ***********************************************************************
 DU1744  DESIGNATION -  1400 D
 DU1744  PID         -  DU1744
 DU1744  STATE/COUNTY-  AZ/MARICOPA
 DU1744  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1744
 DU1744                         *CURRENT SURVEY CONTROL
 DU1744  ___________________________________________________________________
 DU1744* NAD 83(1986)-  33 30 14.     (N)    111 59 15.     (W)     SCALED    
 DU1744* NAVD 88     -       382.175  (meters)    1253.85   (feet)  ADJUSTED  
 DU1744  ___________________________________________________________________
 DU1744  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU1744  DYNAMIC HT  -         381.729 (meters)    1252.39  (feet)  COMP
 DU1744  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 DU1744
 DU1744  VERT ORDER  -  SECOND    CLASS I
 DU1744
 DU1744.The horizontal coordinates were scaled from a topographic map and have
 DU1744.an estimated accuracy of +/- 6 seconds.
 DU1744
 DU1744.The orthometric height was determined by differential leveling
 DU1744.and adjusted in November 1993.
 DU1744
 DU1744.The geoid height was determined by GEOID03.
 DU1744
 DU1744.The dynamic height is computed by dividing the NAVD 88
 DU1744.geopotential number by the normal gravity value computed on the
 DU1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1744.degrees latitude (g = 980.6199 gals.).
 DU1744
 DU1744.The modeled gravity was interpolated from observed gravity values.
 DU1744
 DU1744;                    North         East    Units  Estimated Accuracy
 DU1744;SPC AZ C     -   277,630.      206,780.      MT  (+/- 180 meters Scaled)
 DU1744
 DU1744                          SUPERSEDED SURVEY CONTROL
 DU1744
 DU1744.No superseded survey control is available for this station.
 DU1744
 DU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082075(NAD 83)
 DU1744_MARKER: DB = BENCH MARK DISK
 DU1744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1744_SP_SET: CONCRETE BRIDGE
 DU1744_STAMPING: 1400-D
 DU1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1744+STABILITY: SURFACE MOTION
 DU1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1744+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 DU1744
 DU1744  HISTORY     - Date     Condition        Report By
 DU1744  HISTORY     - UNK      MONUMENTED       AZ0370
 DU1744  HISTORY     - 1982     GOOD             AZDT
 DU1744  HISTORY     - 19950415 GOOD             USPSQD
 DU1744  HISTORY     - 20060806 GOOD             GEOCAC
 DU1744
 DU1744                          STATION DESCRIPTION
 DU1744
 DU1744'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1744'IN PHOENIX.
 DU1744'IN PHOENIX, FROM 48TH STREET AND INDIAN SCHOOL ROAD TRAVEL WEST ALONG
 DU1744'INDIAN SCHOOL ROAD FOR 0.5 MI (0.80 KM) TO 44TH STREET, THENCE NORTH
 DU1744'ALONG 44TH STREET FOR 0.65 MI (1.04 KM) TO THE BRIDGE OVER THE ARIZONA
 DU1744'CANAL AND THE MARK ON THE SOUTHWEST CORNER, 32 FT (9.75 METERS) WEST
 DU1744'OF THE CENTERLINE OF 48TH STREET, 31 FT (9.45 METERS) SOUTH OF CANAL
 DU1744'CENTERLINE, 8.3 FT (2.53 METERS) NORTHEAST OF THE SOUTH END OF THE
 DU1744'WEST BRIDGE RAIL, A STANDARD CITY OF PHOENIX BRASS CAP FLUSH WITH
 DU1744'SIDEWALK.
 DU1744
 DU1744                          STATION RECOVERY (1995)
 DU1744
 DU1744'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1744'RECOVERED IN GOOD CONDITION.
 DU1744
 DU1744                          STATION RECOVERY (2006)
 DU1744
 DU1744'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0286 ***********************************************************************
 FS0286  DESIGNATION -  1406+90
 FS0286  PID         -  FS0286
 FS0286  STATE/COUNTY-  AZ/MOHAVE
 FS0286  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0286
 FS0286                         *CURRENT SURVEY CONTROL
 FS0286  ___________________________________________________________________
 FS0286* NAD 83(1986)-  35 42 02.     (N)    114 28 37.     (W)     SCALED    
 FS0286* NAVD 88     -       743.377  (meters)    2438.90   (feet)  POSTED    
 FS0286  ___________________________________________________________________
 FS0286  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0286  DYNAMIC HT  -         742.570 (meters)    2436.25  (feet)  COMP
 FS0286  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 FS0286
 FS0286  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0286
 FS0286.The horizontal coordinates were scaled from a topographic map and have
 FS0286.an estimated accuracy of +/- 6 seconds.
 FS0286
 FS0286.The orthometric height was determined by differential leveling
 FS0286.and adjusted by the  in 1992.
 FS0286.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0286.rate of 0.0 thru 1.0 mm/km.
 FS0286
 FS0286.The geoid height was determined by GEOID03.
 FS0286
 FS0286.The dynamic height is computed by dividing the NAVD 88
 FS0286.geopotential number by the normal gravity value computed on the
 FS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0286.degrees latitude (g = 980.6199 gals.).
 FS0286
 FS0286.The modeled gravity was interpolated from observed gravity values.
 FS0286
 FS0286;                    North         East    Units  Estimated Accuracy
 FS0286;SPC AZ W     -   521,550.      147,570.      MT  (+/- 180 meters Scaled)
 FS0286
 FS0286                          SUPERSEDED SURVEY CONTROL
 FS0286
 FS0286  NGVD 29 (??/??/92)  742.673  (m)         2436.59   (f) ADJ UNCH    1 1
 FS0286
 FS0286.Superseded values are not recommended for survey control.
 FS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0286.See file dsdata.txt to determine how the superseded data were derived.
 FS0286
 FS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV282536(NAD 83)
 FS0286_MARKER: DD = SURVEY DISK
 FS0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0286_SP_SET: CULVERT
 FS0286_STAMPING: 1406+90 2437.94 1936
 FS0286_MARK LOGO: AZHD  
 FS0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0286
 FS0286  HISTORY     - Date     Condition        Report By
 FS0286  HISTORY     - 1936     MONUMENTED       AZHD
 FS0286  HISTORY     - 1949     GOOD             NGS
 FS0286  HISTORY     - 1982     GOOD             NGS
 FS0286  HISTORY     - 20020227 MARK NOT FOUND   NGS
 FS0286
 FS0286                          STATION DESCRIPTION
 FS0286
 FS0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0286'24.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0286'24.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0286'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 95 YARDS
 FS0286'NORTHWEST OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD LEADING
 FS0286'NORTHEAST TO WHITE HILLS AND TEMPLE BAR RECREATIONAL AREA, AT A
 FS0286'3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0286'CENTER OF THE SOUTHWEST HEAD WALL, 14.4 FEET SOUTHWEST OF THE
 FS0286'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FS0286'HIGHWAY.
 FS0286
 FS0286                          STATION RECOVERY (1982)
 FS0286
 FS0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0286'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0286
 FS0286                          STATION RECOVERY (2002)
 FS0286
 FS0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 FS0286'STATION WAS REPORTED BY MOHAVE COUNTY PUBLIC WORKS TO THE NGS ADVISOR
 FS0286'FOR ARIZONA AS DESTROYED BY HIGHWAY CONSTRUCTION (BRIDGE REPLACEMENT).
 FS0286'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2095 ***********************************************************************
 DU2095  DESIGNATION -  1407 PHNX
 DU2095  PID         -  DU2095
 DU2095  STATE/COUNTY-  AZ/MARICOPA
 DU2095  USGS QUAD   -  HIGLEY (1981)
 DU2095
 DU2095                         *CURRENT SURVEY CONTROL
 DU2095  ___________________________________________________________________
 DU2095* NAD 83(1992)-  33 21 54.09246(N)    111 38 41.32088(W)     ADJUSTED  
 DU2095* NAVD 88     -       429.34   (+/-2cm)    1408.6    (feet)  VERTCON   
 DU2095  ___________________________________________________________________
 DU2095  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DU2095  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU2095  HORZ ORDER  -  SECOND
 DU2095  VERT ORDER  -  THIRD ? (See Below)
 DU2095
 DU2095.The horizontal coordinates were established by classical geodetic methods
 DU2095.and adjusted by the National Geodetic Survey in August 1993.
 DU2095
 DU2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2095.The vertical order pertains to the NGVD 29 superseded value.
 DU2095
 DU2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2095
 DU2095.The geoid height was determined by GEOID03.
 DU2095
 DU2095;                    North         East     Units Scale Factor Converg.
 DU2095;SPC AZ C     -   262,264.664   238,658.129   MT  0.99990789   +0 08 58.2
 DU2095;SPC AZ C     -   860,448.37    782,999.11   iFT  0.99990789   +0 08 58.2
 DU2095;UTM  12      - 3,691,940.560   440,013.165   MT  0.99964436   -0 21 16.7
 DU2095
 DU2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2095!SPC AZ C     -   0.99993724  x   0.99990789  =   0.99984514
 DU2095!UTM  12      -   0.99993724  x   0.99964436  =   0.99958163
 DU2095
 DU2095                          SUPERSEDED SURVEY CONTROL
 DU2095
 DU2095  NAD 83(1986)-  33 21 54.08744(N)    111 38 41.32435(W) AD(       ) 2
 DU2095  NAD 27      -  33 21 53.91300(N)    111 38 38.84300(W) AD(       ) 2
 DU2095  NGVD 29 (07/19/86)  428.81   (m)         1406.9    (f) LEVELING    3  
 DU2095
 DU2095.Superseded values are not recommended for survey control.
 DU2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2095.See file dsdata.txt to determine how the superseded data were derived.
 DU2095
 DU2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4001391941(NAD 83)
 DU2095_MARKER: DB = BENCH MARK DISK
 DU2095_SETTING: 0 = UNSPECIFIED SETTING
 DU2095
 DU2095  HISTORY     - Date     Condition        Report By
 DU2095  HISTORY     - 1938     MONUMENTED       USGS
 DU2095  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2095
 DU2095                          STATION DESCRIPTION
 DU2095
 DU2095'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 DU2095'STATION MARK IS A U.S.G.S. BENCH
 DU2095'MARK WELDED INTO TOP OF A 2.5-INCH IRON PIPE WHICH PROJECTS
 DU2095'ABOUT 6 INCHES.
 DU2095
 DU2095                          STATION RECOVERY (2006)
 DU2095
 DU2095'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2095'THE ADJUSTED COORDINATES POINT INTO THE NEW SOUTHBOUND OFF RAMP FROM
 DU2095'THE SANTAN FREEWAY FOR GUADALUPE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0079 ***********************************************************************
 DA0079  DESIGNATION -  1407.04
 DA0079  PID         -  DA0079
 DA0079  STATE/COUNTY-  AZ/PINAL
 DA0079  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0079
 DA0079                         *CURRENT SURVEY CONTROL
 DA0079  ___________________________________________________________________
 DA0079* NAD 83(1986)-  32 52 19.     (N)    112 03 14.     (W)     SCALED    
 DA0079* NAVD 88     -       429.50   (+/-2cm)    1409.1    (feet)  VERTCON   
 DA0079  ___________________________________________________________________
 DA0079  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0079
 DA0079.The horizontal coordinates were scaled from a topographic map and have
 DA0079.an estimated accuracy of +/- 6 seconds.
 DA0079
 DA0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0079.The vertical order pertains to the NGVD 29 superseded value.
 DA0079
 DA0079.The geoid height was determined by GEOID03.
 DA0079
 DA0079;                    North         East    Units  Estimated Accuracy
 DA0079;SPC AZ C     -   207,560.      200,520.      MT  (+/- 180 meters Scaled)
 DA0079
 DA0079                          SUPERSEDED SURVEY CONTROL
 DA0079
 DA0079  NGVD 29 (??/??/92)  428.905  (m)         1407.17   (f) ADJ UNCH    2 0
 DA0079
 DA0079.Superseded values are not recommended for survey control.
 DA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0079.See file dsdata.txt to determine how the superseded data were derived.
 DA0079
 DA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB014375(NAD 83)
 DA0079_MARKER: DD = SURVEY DISK
 DA0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0079_SP_SET: RETAINING WALL
 DA0079_STAMPING: 1407.04 2167 + 26 1934
 DA0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0079
 DA0079  HISTORY     - Date     Condition        Report By
 DA0079  HISTORY     - 1934     MONUMENTED       AZHD
 DA0079  HISTORY     - 1952     GOOD             NGS
 DA0079  HISTORY     - 1963     MARK NOT FOUND   NGS
 DA0079
 DA0079                          STATION DESCRIPTION
 DA0079
 DA0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0079'5.2 MI W FROM STANFIELD.
 DA0079'5.2 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0079'STANFIELD, AT A DIP, IN THE TOP OF THE WEST END OF A CONCRETE
 DA0079'RETAINING WALL, 12.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7
 DA0079'FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT LEVEL WITH THE
 DA0079'HIGHWAY.
 DA0079
 DA0079                          STATION RECOVERY (1963)
 DA0079
 DA0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DA0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0471 ***********************************************************************
 CY0471  DESIGNATION -  1408+29
 CY0471  PID         -  CY0471
 CY0471  STATE/COUNTY-  AZ/COCHISE
 CY0471  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0471
 CY0471                         *CURRENT SURVEY CONTROL
 CY0471  ___________________________________________________________________
 CY0471* NAD 83(1986)-  32 10 54.     (N)    109 56 22.     (W)     SCALED    
 CY0471* NAVD 88     -      1277.80   (+/-2cm)    4192.2    (feet)  VERTCON   
 CY0471  ___________________________________________________________________
 CY0471  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0471
 CY0471.The horizontal coordinates were scaled from a topographic map and have
 CY0471.an estimated accuracy of +/- 6 seconds.
 CY0471
 CY0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0471.The vertical order pertains to the NGVD 29 superseded value.
 CY0471
 CY0471.The geoid height was determined by GEOID03.
 CY0471
 CY0471;                    North         East    Units  Estimated Accuracy
 CY0471;SPC AZ E     -   131,030.      234,790.      MT  (+/- 180 meters Scaled)
 CY0471
 CY0471                          SUPERSEDED SURVEY CONTROL
 CY0471
 CY0471  NGVD 29 (??/??/92) 1277.028  (m)         4189.72   (f) ADJ UNCH    2 0
 CY0471
 CY0471.Superseded values are not recommended for survey control.
 CY0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0471.See file dsdata.txt to determine how the superseded data were derived.
 CY0471
 CY0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA999610(NAD 83)
 CY0471_MARKER: DD = SURVEY DISK
 CY0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0471_SP_SET: HEADWALL
 CY0471_STAMPING: 1408+29 4190.57 1958
 CY0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0471
 CY0471  HISTORY     - Date     Condition        Report By
 CY0471  HISTORY     - 1958     MONUMENTED       AZHD
 CY0471  HISTORY     - 1960     GOOD             NGS
 CY0471
 CY0471                          STATION DESCRIPTION
 CY0471
 CY0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0471'8.4 MI SW FROM WILLCOX.
 CY0471'8.4 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0471'HIGHWAY 86 AND INTERSTATE HIGHWAY 10, 132 FEET EAST OF MILEPOST 320,
 CY0471'ABOUT 0.7 MILE EAST OF COCHISE OVERPASS, 25 FEET SOUTH OF CENTER OF
 CY0471'EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN SOUTHEAST HEADWALL, 0.5 FOOT
 CY0471'HIGHER THAN EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0710 ***********************************************************************
 GP0710  DESIGNATION -  141 DOR
 GP0710  PID         -  GP0710
 GP0710  STATE/COUNTY-  AZ/NAVAJO
 GP0710  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0710
 GP0710                         *CURRENT SURVEY CONTROL
 GP0710  ___________________________________________________________________
 GP0710* NAD 83(1986)-  36 36 07.     (N)    110 29 51.     (W)     SCALED    
 GP0710* NAVD 88     -      2093.577  (meters)    6868.68   (feet)  ADJUSTED  
 GP0710  ___________________________________________________________________
 GP0710  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0710  DYNAMIC HT  -        2090.961 (meters)    6860.09  (feet)  COMP
 GP0710  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 GP0710
 GP0710  VERT ORDER  -  SECOND    CLASS 0
 GP0710
 GP0710.The horizontal coordinates were scaled from a topographic map and have
 GP0710.an estimated accuracy of +/- 6 seconds.
 GP0710
 GP0710.The orthometric height was determined by differential leveling
 GP0710.and adjusted in June 1991.
 GP0710
 GP0710.The geoid height was determined by GEOID03.
 GP0710
 GP0710.The dynamic height is computed by dividing the NAVD 88
 GP0710.geopotential number by the normal gravity value computed on the
 GP0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0710.degrees latitude (g = 980.6199 gals.).
 GP0710
 GP0710.The modeled gravity was interpolated from observed gravity values.
 GP0710
 GP0710;                    North         East    Units  Estimated Accuracy
 GP0710;SPC AZ E     -   621,350.      183,760.      MT  (+/- 180 meters Scaled)
 GP0710
 GP0710                          SUPERSEDED SURVEY CONTROL
 GP0710
 GP0710.No superseded survey control is available for this station.
 GP0710
 GP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF449508(NAD 83)
 GP0710_MARKER: DB = BENCH MARK DISK
 GP0710_SETTING: 66 = SET IN ROCK OUTCROP
 GP0710_SP_SET: ROCK OUTCROP
 GP0710_STAMPING: 141 DOR 1969 6865
 GP0710_MARK LOGO: USGS  
 GP0710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0710+STABILITY: POSITION/ELEVATION WELL
 GP0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0710+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0710
 GP0710  HISTORY     - Date     Condition        Report By
 GP0710  HISTORY     - 1969     MONUMENTED       USGS
 GP0710
 GP0710                          STATION DESCRIPTION
 GP0710
 GP0710'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0710'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0710'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0710'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 3.1 MILES NORTH AND
 GP0710'NORTHWEST, 0.4 MILES SOUTH OF A LARGE POWER LINE CROSSING, 54 FEET
 GP0710'WEST AND 5 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS, IN A
 GP0710'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1147 ***********************************************************************
 CZ1147  DESIGNATION -  1410.4
 CZ1147  PID         -  CZ1147
 CZ1147  STATE/COUNTY-  AZ/PINAL
 CZ1147  USGS QUAD   -  VAIVA VO (1993)
 CZ1147
 CZ1147                         *CURRENT SURVEY CONTROL
 CZ1147  ___________________________________________________________________
 CZ1147* NAD 83(1986)-  32 43 12.     (N)    111 53 10.     (W)     SCALED    
 CZ1147* NAVD 88     -       430.48   (+/-2cm)    1412.3    (feet)  VERTCON   
 CZ1147  ___________________________________________________________________
 CZ1147  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1147
 CZ1147.The horizontal coordinates were scaled from a topographic map and have
 CZ1147.an estimated accuracy of +/- 6 seconds.
 CZ1147
 CZ1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1147.The vertical order pertains to the NGVD 29 superseded value.
 CZ1147
 CZ1147.The geoid height was determined by GEOID03.
 CZ1147
 CZ1147;                    North         East    Units  Estimated Accuracy
 CZ1147;SPC AZ C     -   190,700.      216,220.      MT  (+/- 180 meters Scaled)
 CZ1147
 CZ1147                          SUPERSEDED SURVEY CONTROL
 CZ1147
 CZ1147  NGVD 29 (??/??/92)  429.878  (m)         1410.36   (f) ADJ UNCH    2 0
 CZ1147
 CZ1147.Superseded values are not recommended for survey control.
 CZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1147.See file dsdata.txt to determine how the superseded data were derived.
 CZ1147
 CZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169205(NAD 83)
 CZ1147_MARKER: B = BOLT
 CZ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1147+STABILITY: SURFACE MOTION
 CZ1147
 CZ1147  HISTORY     - Date     Condition        Report By
 CZ1147  HISTORY     - UNK      MONUMENTED       USGS
 CZ1147  HISTORY     - 1952     GOOD             NGS
 CZ1147
 CZ1147                          STATION DESCRIPTION
 CZ1147
 CZ1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1147'2.8 MI E FROM COCKLEBUR.
 CZ1147'2.7 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR,
 CZ1147'THENCE 0.1 MILE EAST ALONG A TRACK ROAD, 0.25 MILE SOUTH-SOUTHEAST OF
 CZ1147'THE EAST END OF A LEVEE, 192 FEET SOUTHEAST OF A LONE GIANT SAGUARO,
 CZ1147'177 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD, 10 1/2 FEET
 CZ1147'NORTH OF THE CENTER LINE OF THE TRACK ROAD, AN IRON BOLT SET IN THE
 CZ1147'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND LEVEL
 CZ1147'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0017 ***********************************************************************
 CG0017  DESIGNATION -  1412+68.73
 CG0017  PID         -  CG0017
 CG0017  STATE/COUNTY-  AZ/COCHISE
 CG0017  USGS QUAD   -  BENSON (1983)
 CG0017
 CG0017                         *CURRENT SURVEY CONTROL
 CG0017  ___________________________________________________________________
 CG0017* NAD 83(1986)-  31 58 10.     (N)    110 18 10.     (W)     SCALED    
 CG0017* NAVD 88     -      1100.211  (meters)    3609.61   (feet)  ADJUSTED  
 CG0017  ___________________________________________________________________
 CG0017  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0017  DYNAMIC HT  -        1098.569 (meters)    3604.22  (feet)  COMP
 CG0017  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 CG0017
 CG0017  VERT ORDER  -  FIRST     CLASS II
 CG0017
 CG0017.The horizontal coordinates were scaled from a topographic map and have
 CG0017.an estimated accuracy of +/- 6 seconds.
 CG0017
 CG0017.The orthometric height was determined by differential leveling
 CG0017.and adjusted in June 1991.
 CG0017
 CG0017.The geoid height was determined by GEOID03.
 CG0017
 CG0017.The dynamic height is computed by dividing the NAVD 88
 CG0017.geopotential number by the normal gravity value computed on the
 CG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0017.degrees latitude (g = 980.6199 gals.).
 CG0017
 CG0017.The modeled gravity was interpolated from observed gravity values.
 CG0017
 CG0017;                    North         East    Units  Estimated Accuracy
 CG0017;SPC AZ E     -   107,490.      200,500.      MT  (+/- 180 meters Scaled)
 CG0017
 CG0017                          SUPERSEDED SURVEY CONTROL
 CG0017
 CG0017  NGVD 29 (??/??/92) 1099.435  (m)         3607.06   (f) ADJ UNCH    1 2
 CG0017
 CG0017.Superseded values are not recommended for survey control.
 CG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0017.See file dsdata.txt to determine how the superseded data were derived.
 CG0017
 CG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA658372(NAD 83)
 CG0017_MARKER: DD = SURVEY DISK
 CG0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0017_SP_SET: BRIDGE
 CG0017_STAMPING: 3608.43 1412+68.73 1950
 CG0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0017
 CG0017  HISTORY     - Date     Condition        Report By
 CG0017  HISTORY     - 1950     MONUMENTED       AZHD
 CG0017  HISTORY     - 1963     GOOD             NGS
 CG0017  HISTORY     - 1979     GOOD             NGS
 CG0017
 CG0017                          STATION DESCRIPTION
 CG0017
 CG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CG0017'IN BENSON.
 CG0017'0.5 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0017'STATION AT BENSON, 233 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 50 FEET
 CG0017'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, AT A CONCRETE BRIDGE
 CG0017'OVER A WASH, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL, ABOUT
 CG0017'2 FEET LOWER THAN THE TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
 CG0017
 CG0017                          STATION RECOVERY (1979)
 CG0017
 CG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0017'AT BENSON, AT A LARGE DRY WASH, IN THE TOP CENTER OF THE SOUTH
 CG0017'HEADWALL, 150 FEET WEST OF THE WEST ENTRANCE TO THE OASIS COURT,
 CG0017'14.2 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND 22 FEET
 CG0017'WEST OF THE EAST END OF THE HEADWALL.
 CG0017'THE MARK IS 1 FT BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0175 ***********************************************************************
 DV0175  DESIGNATION -  1412.46
 DV0175  PID         -  DV0175
 DV0175  STATE/COUNTY-  AZ/MARICOPA
 DV0175  USGS QUAD   -  UNION HILLS (1981)
 DV0175
 DV0175                         *CURRENT SURVEY CONTROL
 DV0175  ___________________________________________________________________
 DV0175* NAD 83(1986)-  33 41 41.     (N)    112 06 50.     (W)     SCALED    
 DV0175* NAVD 88     -       430.94   (+/-2cm)    1413.8    (feet)  VERTCON   
 DV0175  ___________________________________________________________________
 DV0175  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DV0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0175
 DV0175.The horizontal coordinates were scaled from a topographic map and have
 DV0175.an estimated accuracy of +/- 6 seconds.
 DV0175
 DV0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0175.The vertical order pertains to the NGVD 29 superseded value.
 DV0175
 DV0175.The geoid height was determined by GEOID03.
 DV0175
 DV0175;                    North         East    Units  Estimated Accuracy
 DV0175;SPC AZ C     -   298,810.      195,080.      MT  (+/- 180 meters Scaled)
 DV0175
 DV0175                          SUPERSEDED SURVEY CONTROL
 DV0175
 DV0175  NGVD 29 (??/??/92)  430.360  (m)         1411.94   (f) ADJ UNCH    2 0
 DV0175
 DV0175.Superseded values are not recommended for survey control.
 DV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0175.See file dsdata.txt to determine how the superseded data were derived.
 DV0175
 DV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967288(NAD 83)
 DV0175_MARKER: DD = SURVEY DISK
 DV0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0175_SP_SET: BRIDGE
 DV0175_STAMPING: 1412.46 840-50 1947
 DV0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0175
 DV0175  HISTORY     - Date     Condition        Report By
 DV0175  HISTORY     - 1948     MONUMENTED       AZHD
 DV0175  HISTORY     - 1959     GOOD             NGS
 DV0175
 DV0175                          STATION DESCRIPTION
 DV0175
 DV0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0175'9.0 MI N FROM PHOENIX.
 DV0175'15.55 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF
 DV0175'GRAND AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.25 MILE SOUTH OF
 DV0175'MILEPOST NUMBER 217, 23 FEET WEST OF THE CENTER OF THE HIGHWAY, SET IN
 DV0175'THE CENTER OF THE WEST HEADWALL OF A CONCRETE BRIDGE.  NOTE-- THIS
 DV0175'BENCH MARK IS JUST EAST OF A STEEP LAVA ROCK COVERED HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0681 ***********************************************************************
 DW0681  DESIGNATION -  1413.37
 DW0681  PID         -  DW0681
 DW0681  STATE/COUNTY-  AZ/LA PAZ
 DW0681  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0681
 DW0681                         *CURRENT SURVEY CONTROL
 DW0681  ___________________________________________________________________
 DW0681* NAD 83(1986)-  33 40 45.     (N)    114 05 41.     (W)     SCALED    
 DW0681* NAVD 88     -       431.77   (+/-2cm)    1416.6    (feet)  VERTCON   
 DW0681  ___________________________________________________________________
 DW0681  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DW0681  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0681
 DW0681.The horizontal coordinates were scaled from a topographic map and have
 DW0681.an estimated accuracy of +/- 6 seconds.
 DW0681
 DW0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0681.The vertical order pertains to the NGVD 29 superseded value.
 DW0681
 DW0681.The geoid height was determined by GEOID03.
 DW0681
 DW0681;                    North         East    Units  Estimated Accuracy
 DW0681;SPC AZ W     -   297,130.      181,400.      MT  (+/- 180 meters Scaled)
 DW0681
 DW0681                          SUPERSEDED SURVEY CONTROL
 DW0681
 DW0681  NGVD 29 (??/??/??)  431.076  (m)         1414.29   (f) ADJUSTED    1 2
 DW0681
 DW0681.Superseded values are not recommended for survey control.
 DW0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0681.See file dsdata.txt to determine how the superseded data were derived.
 DW0681
 DW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT693303(NAD 83)
 DW0681_MARKER: DD = SURVEY DISK
 DW0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0681_SP_SET: HEADWALL
 DW0681_STAMPING: 1413.37 1427+00 1932
 DW0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0681
 DW0681  HISTORY     - Date     Condition        Report By
 DW0681  HISTORY     - 1932     MONUMENTED       AZHD
 DW0681  HISTORY     - 1962     GOOD             NGS
 DW0681  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0681
 DW0681                          STATION DESCRIPTION
 DW0681
 DW0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0681'8.3 MI E FROM QUARTZSITE.
 DW0681'8.3 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0681'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF
 DW0681'A DOUBLE PIPE CULVERT, 15 FEET SOUTH OF THE CENTER OF OLD U.S.
 DW0681'HIGHWAY 60, 70 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 60 AND
 DW0681'70, AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DW0681
 DW0681                          STATION RECOVERY (1981)
 DW0681
 DW0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0681'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE CULVERT BY
 DW0681'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0679 ***********************************************************************
 DW0679  DESIGNATION -  1415.79
 DW0679  PID         -  DW0679
 DW0679  STATE/COUNTY-  AZ/LA PAZ
 DW0679  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0679
 DW0679                         *CURRENT SURVEY CONTROL
 DW0679  ___________________________________________________________________
 DW0679* NAD 83(1986)-  33 40 29.     (N)    114 04 43.     (W)     SCALED    
 DW0679* NAVD 88     -       462.711  (meters)    1518.08   (feet)  ADJUSTED  
 DW0679  ___________________________________________________________________
 DW0679  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DW0679  DYNAMIC HT  -         462.178 (meters)    1516.33  (feet)  COMP
 DW0679  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DW0679
 DW0679  VERT ORDER  -  FIRST     CLASS II
 DW0679
 DW0679.The horizontal coordinates were scaled from a topographic map and have
 DW0679.an estimated accuracy of +/- 6 seconds.
 DW0679
 DW0679.The orthometric height was determined by differential leveling
 DW0679.and adjusted in June 1991.
 DW0679
 DW0679.The geoid height was determined by GEOID03.
 DW0679
 DW0679.The dynamic height is computed by dividing the NAVD 88
 DW0679.geopotential number by the normal gravity value computed on the
 DW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0679.degrees latitude (g = 980.6199 gals.).
 DW0679
 DW0679.The modeled gravity was interpolated from observed gravity values.
 DW0679
 DW0679;                    North         East    Units  Estimated Accuracy
 DW0679;SPC AZ W     -   296,640.      182,890.      MT  (+/- 180 meters Scaled)
 DW0679
 DW0679                          SUPERSEDED SURVEY CONTROL
 DW0679
 DW0679  NGVD 29 (??/??/??)  462.003  (m)         1515.75   (f) ADJUSTED    1 2
 DW0679
 DW0679.Superseded values are not recommended for survey control.
 DW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0679.See file dsdata.txt to determine how the superseded data were derived.
 DW0679
 DW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT708299(NAD 83)
 DW0679_MARKER: DD = SURVEY DISK
 DW0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0679_SP_SET: HEADWALL
 DW0679_STAMPING: 1415+79 1482+05
 DW0679_MARK LOGO: AZHD  
 DW0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0679
 DW0679  HISTORY     - Date     Condition        Report By
 DW0679  HISTORY     - UNK      MONUMENTED       AZHD
 DW0679  HISTORY     - 1933     GOOD             NGS
 DW0679  HISTORY     - 1981     GOOD             NGS
 DW0679  HISTORY     - 20090218 MARK NOT FOUND   GEOCAC
 DW0679
 DW0679                          STATION DESCRIPTION
 DW0679
 DW0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0679'9.3 MI E FROM QUARTZSITE.
 DW0679'ABOUT 9.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0679'YUMA COUNTY, AT STATION 1482+05, AT A CONCRETE CULVERT, AND IN
 DW0679'THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0679'DEPARTMENT STANDARD DISK, ERRONEOUSLY STAMPED 1415+79 1482+05.
 DW0679
 DW0679                          STATION RECOVERY (1981)
 DW0679
 DW0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0679'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0679'HIGHWAY 10 OVERPASS IN QUARTZSITE, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DW0679'ALONG GOLD NUGGET ROAD, AT THE T JUNCTION OF OLD U.S. HIGHWAY 60, ON
 DW0679'THE OUTSIDE OF A CURVE, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF
 DW0679'A CONCRETE CULVERT, 4.5 METERS (15.0 FT) SOUTH OF THE CENTERLINE OF A
 DW0679'PAVED ROAD, 42.0 METERS (138 FT) WEST OF THE CENTERLINE OF GOLD NUGGET
 DW0679'ROAD LEADING SOUTH TO GOLD NUGGET MINE.
 DW0679'THE MARK IS 0.6 M BELOW THE ROAD.
 DW0679
 DW0679                          STATION RECOVERY (2009)
 DW0679
 DW0679'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0679'THE DISK HAS BEEN PRIED OUT OF ITS SETTING BY VANDALS
 DW0679'AND ONLY ITS IMPRESSION IN THE HEADWALL REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0285 ***********************************************************************
 FS0285  DESIGNATION -  1416+40
 FS0285  PID         -  FS0285
 FS0285  STATE/COUNTY-  AZ/MOHAVE
 FS0285  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0285
 FS0285                         *CURRENT SURVEY CONTROL
 FS0285  ___________________________________________________________________
 FS0285* NAD 83(1986)-  35 42 12.     (N)    114 28 39.     (W)     SCALED    
 FS0285* NAVD 88     -       741.502  (meters)    2432.74   (feet)  POSTED    
 FS0285  ___________________________________________________________________
 FS0285  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0285  DYNAMIC HT  -         740.700 (meters)    2430.11  (feet)  COMP
 FS0285  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 FS0285
 FS0285  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0285
 FS0285.The horizontal coordinates were scaled from a topographic map and have
 FS0285.an estimated accuracy of +/- 6 seconds.
 FS0285
 FS0285.The orthometric height was determined by differential leveling
 FS0285.and adjusted by the  in 1992.
 FS0285.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0285.rate of 0.0 thru 1.0 mm/km.
 FS0285
 FS0285.The geoid height was determined by GEOID03.
 FS0285
 FS0285.The dynamic height is computed by dividing the NAVD 88
 FS0285.geopotential number by the normal gravity value computed on the
 FS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0285.degrees latitude (g = 980.6199 gals.).
 FS0285
 FS0285.The modeled gravity was interpolated from observed gravity values.
 FS0285
 FS0285;                    North         East    Units  Estimated Accuracy
 FS0285;SPC AZ W     -   521,860.      147,530.      MT  (+/- 180 meters Scaled)
 FS0285
 FS0285                          SUPERSEDED SURVEY CONTROL
 FS0285
 FS0285  NGVD 29 (??/??/92)  740.800  (m)         2430.44   (f) ADJ UNCH    1 1
 FS0285
 FS0285.Superseded values are not recommended for survey control.
 FS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0285.See file dsdata.txt to determine how the superseded data were derived.
 FS0285
 FS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV282539(NAD 83)
 FS0285_MARKER: DD = SURVEY DISK
 FS0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0285_SP_SET: CULVERT
 FS0285_STAMPING: 1416+40 2431.80 1936
 FS0285_MARK LOGO: AZHD  
 FS0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0285
 FS0285  HISTORY     - Date     Condition        Report By
 FS0285  HISTORY     - 1936     MONUMENTED       AZHD
 FS0285  HISTORY     - 1949     GOOD             NGS
 FS0285  HISTORY     - 1982     GOOD             NGS
 FS0285
 FS0285                          STATION DESCRIPTION
 FS0285
 FS0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0285'24.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0285'24.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0285'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0285'OF BOULDER INN, ABOUT 0.3 MILE NORTHWEST OF THE JUNCTION OF A
 FS0285'DIRT ROAD LEADING NORTHEAST TO WHITE HILLS AND TEMPLE BAR
 FS0285'RECREATIONAL AREA, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN
 FS0285'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0285'14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0285'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0285
 FS0285                          STATION RECOVERY (1982)
 FS0285
 FS0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0285'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0436 ***********************************************************************
 CZ0436  DESIGNATION -  1417+48
 CZ0436  PID         -  CZ0436
 CZ0436  STATE/COUNTY-  AZ/PINAL
 CZ0436  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0436
 CZ0436                         *CURRENT SURVEY CONTROL
 CZ0436  ___________________________________________________________________
 CZ0436* NAD 83(1986)-  32 43 10.     (N)    111 06 20.     (W)     SCALED    
 CZ0436* NAVD 88     -       860.67   (+/-2cm)    2823.7    (feet)  VERTCON   
 CZ0436  ___________________________________________________________________
 CZ0436  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CZ0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0436
 CZ0436.The horizontal coordinates were scaled from a topographic map and have
 CZ0436.an estimated accuracy of +/- 6 seconds.
 CZ0436
 CZ0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0436.The vertical order pertains to the NGVD 29 superseded value.
 CZ0436
 CZ0436.The geoid height was determined by GEOID03.
 CZ0436
 CZ0436;                    North         East    Units  Estimated Accuracy
 CZ0436;SPC AZ C     -   190,930.      289,390.      MT  (+/- 180 meters Scaled)
 CZ0436
 CZ0436                          SUPERSEDED SURVEY CONTROL
 CZ0436
 CZ0436  NGVD 29 (??/??/92)  860.045  (m)         2821.66   (f) ADJ UNCH    2 0
 CZ0436
 CZ0436.Superseded values are not recommended for survey control.
 CZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0436.See file dsdata.txt to determine how the superseded data were derived.
 CZ0436
 CZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB901201(NAD 83)
 CZ0436_MARKER: DD = SURVEY DISK
 CZ0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0436_SP_SET: CULVERT
 CZ0436_STAMPING: 1417+48 1939 2821.52
 CZ0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0436
 CZ0436  HISTORY     - Date     Condition        Report By
 CZ0436  HISTORY     - 1939     MONUMENTED       AZHD
 CZ0436  HISTORY     - 1962     GOOD             NGS
 CZ0436  HISTORY     - 20071214 MARK NOT FOUND   GEOCAC
 CZ0436
 CZ0436                          STATION DESCRIPTION
 CZ0436
 CZ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0436'14.55 MI NW FROM ORACLE JUNCTION.
 CZ0436'14.55 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0436'JUNCTION, 18.2 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 14.6 FEET
 CZ0436'SOUTH OF THE NORTHEAST END OF A CONCRETE CULVERT OVER A DRY WASH, A
 CZ0436'BRONZE DISK SET FLUSH IN THE CULVERT HEADWALL.
 CZ0436
 CZ0436                          STATION RECOVERY (2007)
 CZ0436
 CZ0436'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0436'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NEW CONCRETE
 CZ0436'CULVERT THAT WAS BUILT TO PERMIT ARIZONA HIGHWAY 79 TO BE WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0301 ***********************************************************************
 DV0301  DESIGNATION -  1418
 DV0301  PID         -  DV0301
 DV0301  STATE/COUNTY-  AZ/MARICOPA
 DV0301  USGS QUAD   -  MOBILE (1978)
 DV0301
 DV0301                         *CURRENT SURVEY CONTROL
 DV0301  ___________________________________________________________________
 DV0301* NAD 83(2007)-  33 02 06.33534(N)    112 20 58.58865(W)     ADJUSTED  
 DV0301* NAVD 88     -       432.841  (meters)    1420.08   (feet)  ADJUSTED  
 DV0301  ___________________________________________________________________
 DV0301  EPOCH DATE  -        2007.00
 DV0301  X           -  -2,035,398.749 (meters)                     COMP
 DV0301  Y           -  -4,950,601.481 (meters)                     COMP
 DV0301  Z           -   3,457,441.335 (meters)                     COMP
 DV0301  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DV0301  ELLIP HEIGHT-         402.162 (meters)          (02/10/07) ADJUSTED
 DV0301  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0301  DYNAMIC HT  -         432.317 (meters)    1418.36  (feet)  COMP
 DV0301
 DV0301  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0301  Type    PID    Designation                      North   East  Ellip
 DV0301  -------------------------------------------------------------------
 DV0301  NETWORK DV0301 1418                              0.73   0.67   1.18
 DV0301  -------------------------------------------------------------------
 DV0301  MODELED GRAV-     979,414.6   (mgal)                       NAVD 88
 DV0301
 DV0301  VERT ORDER  -  FIRST     CLASS II
 DV0301
 DV0301.The horizontal coordinates were established by GPS observations
 DV0301.and adjusted by the National Geodetic Survey in February 2007.
 DV0301
 DV0301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0301.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0301.The horizontal coordinates are valid at the epoch date displayed above.
 DV0301.The epoch date for horizontal control is a decimal equivalence
 DV0301.of Year/Month/Day.
 DV0301
 DV0301.The orthometric height was determined by differential leveling
 DV0301.and adjusted in June 1991.
 DV0301
 DV0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0301
 DV0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0301
 DV0301.The ellipsoidal height was determined by GPS observations
 DV0301.and is referenced to NAD 83.
 DV0301
 DV0301.The geoid height was determined by GEOID03.
 DV0301
 DV0301.The dynamic height is computed by dividing the NAVD 88
 DV0301.geopotential number by the normal gravity value computed on the
 DV0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0301.degrees latitude (g = 980.6199 gals.).
 DV0301
 DV0301.The modeled gravity was interpolated from observed gravity values.
 DV0301
 DV0301;                    North         East     Units Scale Factor Converg.
 DV0301;SPC AZ C     -   225,726.444   172,920.156   MT  0.99992016   -0 14 09.7
 DV0301;SPC AZ C     -   740,572.32    567,323.35   iFT  0.99992016   -0 14 09.7
 DV0301;UTM  12      - 3,655,986.657   373,970.416   MT  0.99979584   -0 44 09.0
 DV0301
 DV0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0301!SPC AZ C     -   0.99993686  x   0.99992016  =   0.99985703
 DV0301!UTM  12      -   0.99993686  x   0.99979584  =   0.99973272
 DV0301
 DV0301                          SUPERSEDED SURVEY CONTROL
 DV0301
 DV0301  NAD 83(1992)-  33 02 06.33447(N)    112 20 58.58814(W) AD(       ) B
 DV0301  ELLIP H (04/12/01)  402.193  (m)                       GP(       ) 3 2
 DV0301  NAVD 88 (04/12/01)  432.84   (m)         1420.1    (f) LEVELING    3  
 DV0301  NGVD 29 (??/??/92)  432.225  (m)         1418.06   (f) ADJ UNCH    1 2
 DV0301
 DV0301.Superseded values are not recommended for survey control.
 DV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0301.See file dsdata.txt to determine how the superseded data were derived.
 DV0301
 DV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7397055987(NAD 83)
 DV0301_MARKER: P = PIPE CAP
 DV0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0301_MARK LOGO: USGS  
 DV0301_PROJECTION: PROJECTING 18 CENTIMETERS
 DV0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0301+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0301
 DV0301  HISTORY     - Date     Condition        Report By
 DV0301  HISTORY     - UNK      MONUMENTED       USGS
 DV0301  HISTORY     - 1967     GOOD             NGS
 DV0301  HISTORY     - 1980     GOOD             NGS
 DV0301  HISTORY     - 1980     GOOD             NGS
 DV0301  HISTORY     - 20000425 GOOD             MCDOT
 DV0301  HISTORY     - 20070321 GOOD             GEOCAC
 DV0301
 DV0301                          STATION DESCRIPTION
 DV0301
 DV0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0301'4.7 MI W FROM MOBILE.
 DV0301'ABOUT 4.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0301'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 34, T 4 S, R 1 W, 0.5 MILE
 DV0301'WEST OF MILEPOST 880, NEAR THE EAST END OF A LONG CURVE IN THE TRACKS,
 DV0301'51 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 37 FEET NORTHWEST
 DV0301'OF A TELEPHONE POLE BRACED BY A GUY WIRE, 0.9 FOOT WEST OF A METAL
 DV0301'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, A US
 DV0301'GEOLOGICAL SURVEY CAP ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 7
 DV0301'INCHES.
 DV0301
 DV0301                          STATION RECOVERY (1980)
 DV0301
 DV0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0301'RECOVERED IN GOOD CONDITION.
 DV0301
 DV0301                          STATION RECOVERY (1980)
 DV0301
 DV0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0301'RECOVERED IN GOOD CONDITION.
 DV0301
 DV0301                          STATION RECOVERY (2000)
 DV0301
 DV0301'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0301'RECOVERED AS DESCRIBED.
 DV0301
 DV0301                          STATION RECOVERY (2007)
 DV0301
 DV0301'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0301'THE MARK HAS BEEN REINFORCED WITH CONCRETE, AND NOW APPEARS AS
 DV0301'CONCRETE POST, ABOUT TWELVE INCHES IN DIAMETER AND PROJECTING ABOUT
 DV0301'EIGHT INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1226 ***********************************************************************
 DU1226  FBN         -  This is a Federal Base Network Control Station.
 DU1226  DESIGNATION -  142 DOR
 DU1226  PID         -  DU1226
 DU1226  STATE/COUNTY-  AZ/GILA
 DU1226  USGS QUAD   -  CEDAR CREEK (1978)
 DU1226
 DU1226                         *CURRENT SURVEY CONTROL
 DU1226  ___________________________________________________________________
 DU1226* NAD 83(2007)-  33 59 38.80477(N)    110 14 49.83726(W)     ADJUSTED  
 DU1226* NAVD 88     -      1605.208  (meters)    5266.42   (feet)  ADJUSTED  
 DU1226  ___________________________________________________________________
 DU1226  EPOCH DATE  -        2007.00
 DU1226  X           -  -1,832,422.223 (meters)                     COMP
 DU1226  Y           -  -4,967,751.521 (meters)                     COMP
 DU1226  Z           -   3,546,788.903 (meters)                     COMP
 DU1226  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 DU1226  ELLIP HEIGHT-        1580.681 (meters)          (02/10/07) ADJUSTED
 DU1226  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 DU1226  DYNAMIC HT  -        1602.924 (meters)    5258.93  (feet)  COMP
 DU1226
 DU1226  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1226  Type    PID    Designation                      North   East  Ellip
 DU1226  -------------------------------------------------------------------
 DU1226  NETWORK DU1226 142 DOR                           0.27   0.25   0.73
 DU1226  -------------------------------------------------------------------
 DU1226  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 DU1226
 DU1226  VERT ORDER  -  FIRST     CLASS II
 DU1226
 DU1226.The horizontal coordinates were established by GPS observations
 DU1226.and adjusted by the National Geodetic Survey in February 2007.
 DU1226
 DU1226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1226.The horizontal coordinates are valid at the epoch date displayed above.
 DU1226.The epoch date for horizontal control is a decimal equivalence
 DU1226.of Year/Month/Day.
 DU1226
 DU1226.The orthometric height was determined by differential leveling
 DU1226.and adjusted in June 1991.
 DU1226
 DU1226.Photographs are available for this station.
 DU1226
 DU1226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1226
 DU1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1226
 DU1226.The ellipsoidal height was determined by GPS observations
 DU1226.and is referenced to NAD 83.
 DU1226
 DU1226.The geoid height was determined by GEOID03.
 DU1226
 DU1226.The dynamic height is computed by dividing the NAVD 88
 DU1226.geopotential number by the normal gravity value computed on the
 DU1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1226.degrees latitude (g = 980.6199 gals.).
 DU1226
 DU1226.The modeled gravity was interpolated from observed gravity values.
 DU1226
 DU1226;                    North         East     Units Scale Factor Converg.
 DU1226;SPC AZ E     -   332,003.775   205,922.298   MT  0.99990068   -0 02 42.1
 DU1226;SPC AZ E     - 1,089,251.23    675,598.09   iFT  0.99990068   -0 02 42.1
 DU1226;UTM  12      - 3,761,758.567   569,527.123   MT  0.99965959   +0 25 15.3
 DU1226
 DU1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1226!SPC AZ E     -   0.99975192  x   0.99990068  =   0.99965262
 DU1226!UTM  12      -   0.99975192  x   0.99965959  =   0.99941159
 DU1226
 DU1226                          SUPERSEDED SURVEY CONTROL
 DU1226
 DU1226  ELLIP H (09/30/99) 1580.695  (m)                       GP(       ) 3 1
 DU1226  NAD 83(1986)-  33 59 38.80240(N)    110 14 49.84090(W) AD(       ) B
 DU1226  NAD 83(1992)-  33 59 38.80492(N)    110 14 49.83671(W) AD(       ) A
 DU1226  ELLIP H (09/30/92) 1580.741  (m)                       GP(       ) 2 1
 DU1226  NAVD 88 (09/30/92) 1605.21   (m)         5266.4    (f) LEVELING    3  
 DU1226
 DU1226.Superseded values are not recommended for survey control.
 DU1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1226.See file dsdata.txt to determine how the superseded data were derived.
 DU1226
 DU1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC6952761759(NAD 83)
 DU1226_MARKER: DD = SURVEY DISK
 DU1226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1226_SP_SET: COPPER-CLAD STEEL ROD
 DU1226_STAMPING: 5264 142 DOR 1965
 DU1226_MARK LOGO: USGS  
 DU1226_PROJECTION: FLUSH
 DU1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1226+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DU1226
 DU1226  HISTORY     - Date     Condition        Report By
 DU1226  HISTORY     - 1965     MONUMENTED       USGS
 DU1226  HISTORY     - 1979     GOOD             NGS
 DU1226  HISTORY     - 19911113 GOOD             NGS
 DU1226  HISTORY     - 19920227 GOOD
 DU1226  HISTORY     - 19951209 GOOD             CHANCE
 DU1226  HISTORY     - 19981119 GOOD             NGS
 DU1226  HISTORY     - 20030815 GOOD             AZ-007
 DU1226  HISTORY     - 20060712 GOOD             NGS
 DU1226
 DU1226                          STATION DESCRIPTION
 DU1226
 DU1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1226'0.8 MI SE FROM CARRIZO JUNCTION.
 DU1226'THE MARK IS 5 FT BELOW THE HIGHWAY.
 DU1226'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1226'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.2 MILE SOUTHEAST OF HIGHWAY
 DU1226'MILE MARKER 311, 98.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1226'24 FEET NORTHWEST OF THE CENTER OF A JEEP TRAIL LEADING SOUTHWEST
 DU1226'THROUGH A GATE AND 0.4 FOOT NORTHEAST OF A BARBED WIRE FENCE.
 DU1226'NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO
 DU1226'REFUSAL.
 DU1226'THE MARK IS 0.6 FT  NE FROM A WITNESS POST.
 DU1226
 DU1226                          STATION RECOVERY (1991)
 DU1226
 DU1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DU1226'THE STATION IS LOCATED ABOUT 38.7 KM (24.0 MI) SOUTHWEST OF SHOW LOW,
 DU1226'1.37 KM (0.85 MI) SOUTHEAST OF CARRIZO JUNCTION, IN THE SOUTH
 DU1226'RIGHT-OF-WAY OF STATE HIGHWAY 73, 0.32 KM (0.20 MI) SOUTHEAST OF MILE
 DU1226'POST 311.  OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.
 DU1226'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 DU1226'HIGHWAY 73, LOCATED ABOUT 38.7 KM (24.0 MI) SOUTHWEST OF SHOW LOW, GO
 DU1226'SOUTHEAST ON HIGHWAY 73 FOR 1.37 KM (0.85 MI) TO THE STATION ON THE
 DU1226'RIGHT AT A TRACK ROAD LEADING SOUTH THROUGH A WIRE GATE TO PASTURE
 DU1226'LAND.
 DU1226'THE STATION IS A STANDARD BENCH MARK DISK ATTACHED TO THE TOP OF A
 DU1226'METAL ROD INSIDE A 5-INCH TERRE COTTA PIPE.  LOCATED 30.0 M
 DU1226'(98.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 11.0 M
 DU1226'(36.1 FT) SOUTH-SOUTHWEST THE CENTER A TRACK ROAD, 9.6 M (31.5 FT)
 DU1226'NORTHWEST OF THE CENTER A WIRE GATE, O.15 M NORTHEAST OF A
 DU1226'RIGHT-OF-WAY FENCELINE, 0.15 M (0.49 FT) NORTHEAST OF A FIBERGLASS
 DU1226'WITNESS POST AND ABOUT 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DU1226
 DU1226                          STATION RECOVERY (1992)
 DU1226
 DU1226'RECOVERED 1992
 DU1226'RECOVERED IN GOOD CONDITION.
 DU1226
 DU1226                          STATION RECOVERY (1995)
 DU1226
 DU1226'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU1226'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DU1226
 DU1226                          STATION RECOVERY (1998)
 DU1226
 DU1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU1226'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED ON LAND OWNED BY THE
 DU1226'FORT APACHE INDIAN RESERVATION.  PERMISSION SHOULD BE OBTAINED IN
 DU1226'ADVANCE.  THE STATION DISK PROJECTS 20 CM ABOVE GROUND INSIDE A TERRE
 DU1226'COTTE PIPE PROJECTING 10 CM ABOVE GROUND.
 DU1226
 DU1226                          STATION RECOVERY (2003)
 DU1226
 DU1226'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU1226'STATION RECOVERY  (2003)
 DU1226' 
 DU1226'RECOVERY NOTE BY GILA COUNTY SURVEYORS.RECOVERED AS DESCRIBED.
 DU1226
 DU1226                          STATION RECOVERY (2006)
 DU1226
 DU1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DU1226'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0711 ***********************************************************************
 GP0711  DESIGNATION -  142 DOR
 GP0711  PID         -  GP0711
 GP0711  STATE/COUNTY-  AZ/NAVAJO
 GP0711  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0711
 GP0711                         *CURRENT SURVEY CONTROL
 GP0711  ___________________________________________________________________
 GP0711* NAD 83(1986)-  36 35 20.     (N)    110 29 38.     (W)     SCALED    
 GP0711* NAVD 88     -      2100.712  (meters)    6892.09   (feet)  ADJUSTED  
 GP0711  ___________________________________________________________________
 GP0711  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0711  DYNAMIC HT  -        2098.081 (meters)    6883.45  (feet)  COMP
 GP0711  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 GP0711
 GP0711  VERT ORDER  -  SECOND    CLASS 0
 GP0711
 GP0711.The horizontal coordinates were scaled from a topographic map and have
 GP0711.an estimated accuracy of +/- 6 seconds.
 GP0711
 GP0711.The orthometric height was determined by differential leveling
 GP0711.and adjusted in June 1991.
 GP0711
 GP0711.The geoid height was determined by GEOID03.
 GP0711
 GP0711.The dynamic height is computed by dividing the NAVD 88
 GP0711.geopotential number by the normal gravity value computed on the
 GP0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0711.degrees latitude (g = 980.6199 gals.).
 GP0711
 GP0711.The modeled gravity was interpolated from observed gravity values.
 GP0711
 GP0711;                    North         East    Units  Estimated Accuracy
 GP0711;SPC AZ E     -   619,900.      184,080.      MT  (+/- 180 meters Scaled)
 GP0711
 GP0711                          SUPERSEDED SURVEY CONTROL
 GP0711
 GP0711.No superseded survey control is available for this station.
 GP0711
 GP0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF452493(NAD 83)
 GP0711_MARKER: DB = BENCH MARK DISK
 GP0711_SETTING: 66 = SET IN ROCK OUTCROP
 GP0711_SP_SET: ROCK OUTCROP
 GP0711_STAMPING: 142 DOR 1969 6889
 GP0711_MARK LOGO: USGS  
 GP0711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0711+STABILITY: POSITION/ELEVATION WELL
 GP0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0711+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0711
 GP0711  HISTORY     - Date     Condition        Report By
 GP0711  HISTORY     - 1969     MONUMENTED       USGS
 GP0711
 GP0711                          STATION DESCRIPTION
 GP0711
 GP0711'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0711'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0711'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAT 164 TO A ROAD
 GP0711'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 2.2 MILES NORTH TO THE
 GP0711'NORTH END OF A WIDE SPOT IN THE PAVEMENT, 75 FEET NORTHEAST OF THE
 GP0711'ROAD, 2 FEET SOUTHWEST OF A WITNESS, IN A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0711 ***********************************************************************
 DW0711  DESIGNATION -  142+00
 DW0711  PID         -  DW0711
 DW0711  STATE/COUNTY-  AZ/LA PAZ
 DW0711  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0711
 DW0711                         *CURRENT SURVEY CONTROL
 DW0711  ___________________________________________________________________
 DW0711* NAD 83(1986)-  33 36 31.     (N)    114 29 03.     (W)     SCALED    
 DW0711* NAVD 88     -       130.08   (+/-2cm)     426.8    (feet)  VERTCON   
 DW0711  ___________________________________________________________________
 DW0711  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0711
 DW0711.The horizontal coordinates were scaled from a topographic map and have
 DW0711.an estimated accuracy of +/- 6 seconds.
 DW0711
 DW0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0711.The vertical order pertains to the NGVD 29 superseded value.
 DW0711
 DW0711.The geoid height was determined by GEOID03.
 DW0711
 DW0711;                    North         East    Units  Estimated Accuracy
 DW0711;SPC AZ W     -   289,500.      145,230.      MT  (+/- 180 meters Scaled)
 DW0711
 DW0711                          SUPERSEDED SURVEY CONTROL
 DW0711
 DW0711  NGVD 29 (??/??/??)  129.401  (m)          424.54   (f) ADJUSTED    2 0
 DW0711
 DW0711.Superseded values are not recommended for survey control.
 DW0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0711.See file dsdata.txt to determine how the superseded data were derived.
 DW0711
 DW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT334215(NAD 83)
 DW0711_MARKER: DD = SURVEY DISK
 DW0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0711_STAMPING: 200 142+00 1949
 DW0711_MARK LOGO: AZHD  
 DW0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0711+STABILITY: SURFACE MOTION
 DW0711
 DW0711  HISTORY     - Date     Condition        Report By
 DW0711  HISTORY     - 1949     MONUMENTED       AZHD
 DW0711  HISTORY     - 1971     GOOD             USGS
 DW0711  HISTORY     - 1981     POOR             NGS
 DW0711
 DW0711                          STATION DESCRIPTION
 DW0711
 DW0711'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DW0711'2.8 MI E FROM EHRENBERG.
 DW0711'ABOUT 2.8 MI. EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0711'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER.  ABOUT
 DW0711'2.8 MILES EAST ALONG INTERSTATE HIGHWAY 10 FROM THE HIGHWAY
 DW0711'BRIDGE OVER THE COLORADO RIVER, 200 FT. SOUTH OF THE CENTERLINE
 DW0711'OF THE EASTBOUND LANES OF HIGHWAY, 1.9 FT. EAST OF A METAL
 DW0711'RIGHT-OF-WAY POST, 2.6 FT NORTHEAST OF A METAL WITNESS POST
 DW0711'IN LINE WITH THE FENCE, SET IN A CONCRETE POST PROJECTING 0.1
 DW0711'FT., ARIZONA HIGHWAY DEPARTMENT DISK STAMPED 200 142+00 1949.
 DW0711
 DW0711                          STATION RECOVERY (1981)
 DW0711
 DW0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0711'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0064 ***********************************************************************
 EU0064  DESIGNATION -  1422.86
 EU0064  PID         -  EU0064
 EU0064  STATE/COUNTY-  AZ/MOHAVE
 EU0064  USGS QUAD   -  YUCCA (1970)
 EU0064
 EU0064                         *CURRENT SURVEY CONTROL
 EU0064  ___________________________________________________________________
 EU0064* NAD 83(1986)-  34 46 37.     (N)    114 11 05.     (W)     SCALED    
 EU0064* NAVD 88     -       434.36   (+/-2cm)    1425.1    (feet)  VERTCON   
 EU0064  ___________________________________________________________________
 EU0064  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 EU0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0064
 EU0064.The horizontal coordinates were scaled from a topographic map and have
 EU0064.an estimated accuracy of +/- 6 seconds.
 EU0064
 EU0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0064.The vertical order pertains to the NGVD 29 superseded value.
 EU0064
 EU0064.The geoid height was determined by GEOID03.
 EU0064
 EU0064;                    North         East    Units  Estimated Accuracy
 EU0064;SPC AZ W     -   418,930.      173,570.      MT  (+/- 180 meters Scaled)
 EU0064
 EU0064                          SUPERSEDED SURVEY CONTROL
 EU0064
 EU0064  NGVD 29 (??/??/??)  433.643  (m)         1422.71   (f) ADJUSTED    2 0
 EU0064
 EU0064.Superseded values are not recommended for survey control.
 EU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0064.See file dsdata.txt to determine how the superseded data were derived.
 EU0064
 EU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU576519(NAD 83)
 EU0064_MARKER: DD = SURVEY DISK
 EU0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0064_SP_SET: CULVERT
 EU0064_STAMPING: 1422.86 966X2470 1951
 EU0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0064
 EU0064  HISTORY     - Date     Condition        Report By
 EU0064  HISTORY     - 1951     MONUMENTED       AZHD
 EU0064  HISTORY     - 1961     GOOD             NGS
 EU0064  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0064  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0064
 EU0064                          STATION DESCRIPTION
 EU0064
 EU0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0064'7.9 MI SW FROM YUCCA.
 EU0064'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0064'YUCCA, THENCE 7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0064'IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL OF
 EU0064'A 100 FOOT CONCRETE BOX CULVERT WITH 10 OPENINGS, 20 FEET
 EU0064'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0064'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0064
 EU0064                          STATION RECOVERY (1970)
 EU0064
 EU0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0064'MARK NOT FOUND.
 EU0064
 EU0064                          STATION RECOVERY (1981)
 EU0064
 EU0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0064'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0638 ***********************************************************************
 DU0638  DESIGNATION -  1422.94
 DU0638  PID         -  DU0638
 DU0638  STATE/COUNTY-  AZ/MARICOPA
 DU0638  USGS QUAD   -  BUCKHORN (1982)
 DU0638
 DU0638                         *CURRENT SURVEY CONTROL
 DU0638  ___________________________________________________________________
 DU0638* NAD 83(1986)-  33 24 58.     (N)    111 40 45.     (W)     SCALED    
 DU0638* NAVD 88     -       434.48   (+/-2cm)    1425.5    (feet)  VERTCON   
 DU0638  ___________________________________________________________________
 DU0638  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU0638  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0638
 DU0638.The horizontal coordinates were scaled from a topographic map and have
 DU0638.an estimated accuracy of +/- 6 seconds.
 DU0638
 DU0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0638.The vertical order pertains to the NGVD 29 superseded value.
 DU0638
 DU0638.The geoid height was determined by GEOID03.
 DU0638
 DU0638;                    North         East    Units  Estimated Accuracy
 DU0638;SPC AZ C     -   267,920.      235,450.      MT  (+/- 180 meters Scaled)
 DU0638
 DU0638                          SUPERSEDED SURVEY CONTROL
 DU0638
 DU0638  NGVD 29 (??/??/92)  433.938  (m)         1423.68   (f) ADJ UNCH    1 2
 DU0638
 DU0638.Superseded values are not recommended for survey control.
 DU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0638.See file dsdata.txt to determine how the superseded data were derived.
 DU0638
 DU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB368976(NAD 83)
 DU0638_MARKER: DD = SURVEY DISK
 DU0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0638_SP_SET: ABUTMENT
 DU0638_STAMPING: 1422.94 436.00
 DU0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0638
 DU0638  HISTORY     - Date     Condition        Report By
 DU0638  HISTORY     - UNK      MONUMENTED       AZHD
 DU0638  HISTORY     - 1948     GOOD             NGS
 DU0638  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0638  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0638
 DU0638                          STATION DESCRIPTION
 DU0638
 DU0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0638'7.6 MI W FROM APACHE JUNCTION.
 DU0638'ABOUT 7.6 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0638'21.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0638'THE SOUTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0638'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0638
 DU0638                          STATION RECOVERY (1981)
 DU0638
 DU0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0638'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0638
 DU0638                          STATION RECOVERY (2008)
 DU0638
 DU0638'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0638'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0638'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1150 ***********************************************************************
 DV1150  DESIGNATION -  1426.11
 DV1150  PID         -  DV1150
 DV1150  STATE/COUNTY-  AZ/LA PAZ
 DV1150  USGS QUAD   -  BEAR HILLS (1990)
 DV1150
 DV1150                         *CURRENT SURVEY CONTROL
 DV1150  ___________________________________________________________________
 DV1150* NAD 83(1986)-  33 40 19.     (N)    113 58 29.     (W)     SCALED    
 DV1150* NAVD 88     -       435.76   (+/-2cm)    1429.7    (feet)  VERTCON   
 DV1150  ___________________________________________________________________
 DV1150  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1150  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1150
 DV1150.The horizontal coordinates were scaled from a topographic map and have
 DV1150.an estimated accuracy of +/- 6 seconds.
 DV1150
 DV1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1150.The vertical order pertains to the NGVD 29 superseded value.
 DV1150
 DV1150.The geoid height was determined by GEOID03.
 DV1150
 DV1150;                    North         East    Units  Estimated Accuracy
 DV1150;SPC AZ W     -   296,300.      192,520.      MT  (+/- 180 meters Scaled)
 DV1150
 DV1150                          SUPERSEDED SURVEY CONTROL
 DV1150
 DV1150  NGVD 29 (??/??/92)  435.066  (m)         1427.38   (f) ADJ UNCH    1 2
 DV1150
 DV1150.Superseded values are not recommended for survey control.
 DV1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1150.See file dsdata.txt to determine how the superseded data were derived.
 DV1150
 DV1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC241297(NAD 83)
 DV1150_MARKER: DD = SURVEY DISK
 DV1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1150_SP_SET: BRIDGE
 DV1150_STAMPING: 1426.11 1810+70 1932
 DV1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1150
 DV1150  HISTORY     - Date     Condition        Report By
 DV1150  HISTORY     - 1932     MONUMENTED       AZHD
 DV1150  HISTORY     - 1962     GOOD             NGS
 DV1150  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1150
 DV1150                          STATION DESCRIPTION
 DV1150
 DV1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1150'1.85 MI W FROM BRENDA.
 DV1150'ABOUT 1.85 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP
 DV1150'AT BRENDA, SET IN THE TOP AND CENTER OF THE SOUTH HEADWALL OF A 20
 DV1150'FOOT CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND
 DV1150'ABOUT 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DV1150
 DV1150                          STATION RECOVERY (1981)
 DV1150
 DV1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1150'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1150'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0085 ***********************************************************************
 CH0085  DESIGNATION -  1428.76
 CH0085  PID         -  CH0085
 CH0085  STATE/COUNTY-  AZ/PIMA
 CH0085  USGS QUAD   -  LUKEVILLE (1988)
 CH0085
 CH0085                         *CURRENT SURVEY CONTROL
 CH0085  ___________________________________________________________________
 CH0085* NAD 83(1986)-  31 53 25.     (N)    112 48 43.     (W)     SCALED    
 CH0085* NAVD 88     -       435.59   (+/-2cm)    1429.1    (feet)  VERTCON   
 CH0085  ___________________________________________________________________
 CH0085  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CH0085  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0085
 CH0085.The horizontal coordinates were scaled from a topographic map and have
 CH0085.an estimated accuracy of +/- 6 seconds.
 CH0085
 CH0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0085.The vertical order pertains to the NGVD 29 superseded value.
 CH0085
 CH0085.The geoid height was determined by GEOID03.
 CH0085
 CH0085;                    North         East    Units  Estimated Accuracy
 CH0085;SPC AZ C     -    99,050.      128,670.      MT  (+/- 180 meters Scaled)
 CH0085
 CH0085                          SUPERSEDED SURVEY CONTROL
 CH0085
 CH0085  NGVD 29 (??/??/92)  434.850  (m)         1426.67   (f) ADJ UNCH    1 2
 CH0085
 CH0085.Superseded values are not recommended for survey control.
 CH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0085.See file dsdata.txt to determine how the superseded data were derived.
 CH0085
 CH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA286297(NAD 83)
 CH0085_MARKER: DD = SURVEY DISK
 CH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0085_STAMPING: 41 74.76 BK 41 74.48 AHD 1428.76
 CH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0085+STABILITY: SURFACE MOTION
 CH0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0085+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0085
 CH0085  HISTORY     - Date     Condition        Report By
 CH0085  HISTORY     - UNK      MONUMENTED       USDA
 CH0085  HISTORY     - 1953     GOOD             NGS
 CH0085  HISTORY     - 19970306 GOOD             USPSQD
 CH0085  HISTORY     - 20061112 GOOD             USPSQD
 CH0085
 CH0085                          STATION DESCRIPTION
 CH0085
 CH0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0085'0.7 MI N FROM LUKEVILLE.
 CH0085'0.7 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0085'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 99 FEET EAST OF
 CH0085'THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTH OF A WITNESS POST,
 CH0085'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0085'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0085
 CH0085                          STATION RECOVERY (1997)
 CH0085
 CH0085'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0085'RECOVERED IN GOOD CONDITION.
 CH0085
 CH0085                          STATION RECOVERY (2006)
 CH0085
 CH0085'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0084 ***********************************************************************
 CH0084  DESIGNATION -  1429.41
 CH0084  PID         -  CH0084
 CH0084  STATE/COUNTY-  AZ/PIMA
 CH0084  USGS QUAD   -  LUKEVILLE (1988)
 CH0084
 CH0084                         *CURRENT SURVEY CONTROL
 CH0084  ___________________________________________________________________
 CH0084* NAD 83(1986)-  31 53 28.     (N)    112 48 43.     (W)     SCALED    
 CH0084* NAVD 88     -       435.79   (+/-2cm)    1429.8    (feet)  VERTCON   
 CH0084  ___________________________________________________________________
 CH0084  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 CH0084  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0084
 CH0084.The horizontal coordinates were scaled from a topographic map and have
 CH0084.an estimated accuracy of +/- 6 seconds.
 CH0084
 CH0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0084.The vertical order pertains to the NGVD 29 superseded value.
 CH0084
 CH0084.The geoid height was determined by GEOID03.
 CH0084
 CH0084;                    North         East    Units  Estimated Accuracy
 CH0084;SPC AZ C     -    99,140.      128,670.      MT  (+/- 180 meters Scaled)
 CH0084
 CH0084                          SUPERSEDED SURVEY CONTROL
 CH0084
 CH0084  NGVD 29 (??/??/92)  435.048  (m)         1427.32   (f) ADJ UNCH    1 2
 CH0084
 CH0084.Superseded values are not recommended for survey control.
 CH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0084.See file dsdata.txt to determine how the superseded data were derived.
 CH0084
 CH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA286297(NAD 83)
 CH0084_MARKER: DD = SURVEY DISK
 CH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0084_STAMPING: 41 74.76 BK 41 74.48 AHD 1429.41
 CH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0084+STABILITY: SURFACE MOTION
 CH0084
 CH0084  HISTORY     - Date     Condition        Report By
 CH0084  HISTORY     - UNK      MONUMENTED       USDA
 CH0084  HISTORY     - 1953     GOOD             NGS
 CH0084  HISTORY     - 19970306 GOOD             USPSQD
 CH0084
 CH0084                          STATION DESCRIPTION
 CH0084
 CH0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0084'0.7 MI N FROM LUKEVILLE.
 CH0084'0.7 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0084'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 100 FEET WEST OF
 CH0084'THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 CH0084'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0084'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0084
 CH0084                          STATION RECOVERY (1997)
 CH0084
 CH0084'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1227 ***********************************************************************
 DU1227  DESIGNATION -  143 DOR
 DU1227  PID         -  DU1227
 DU1227  STATE/COUNTY-  AZ/GILA
 DU1227  USGS QUAD   -  CEDAR CREEK (1978)
 DU1227
 DU1227                         *CURRENT SURVEY CONTROL
 DU1227  ___________________________________________________________________
 DU1227* NAD 83(1986)-  33 58 55.     (N)    110 14 20.     (W)     SCALED    
 DU1227* NAVD 88     -      1610.441  (meters)    5283.59   (feet)  ADJUSTED  
 DU1227  ___________________________________________________________________
 DU1227  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1227  DYNAMIC HT  -        1608.147 (meters)    5276.06  (feet)  COMP
 DU1227  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 DU1227
 DU1227  VERT ORDER  -  FIRST     CLASS II
 DU1227
 DU1227.The horizontal coordinates were scaled from a topographic map and have
 DU1227.an estimated accuracy of +/- 6 seconds.
 DU1227
 DU1227.The orthometric height was determined by differential leveling
 DU1227.and adjusted in June 1991.
 DU1227
 DU1227.The geoid height was determined by GEOID03.
 DU1227
 DU1227.The dynamic height is computed by dividing the NAVD 88
 DU1227.geopotential number by the normal gravity value computed on the
 DU1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1227.degrees latitude (g = 980.6199 gals.).
 DU1227
 DU1227.The modeled gravity was interpolated from observed gravity values.
 DU1227
 DU1227;                    North         East    Units  Estimated Accuracy
 DU1227;SPC AZ E     -   330,650.      206,690.      MT  (+/- 180 meters Scaled)
 DU1227
 DU1227                          SUPERSEDED SURVEY CONTROL
 DU1227
 DU1227.No superseded survey control is available for this station.
 DU1227
 DU1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC703604(NAD 83)
 DU1227_MARKER: DB = BENCH MARK DISK
 DU1227_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1227_SP_SET: COPPER-CLAD STEEL ROD
 DU1227_STAMPING: 5281 143 DOR 1965
 DU1227_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1227
 DU1227  HISTORY     - Date     Condition        Report By
 DU1227  HISTORY     - 1965     MONUMENTED       USGS
 DU1227  HISTORY     - 1979     GOOD             NGS
 DU1227
 DU1227                          STATION DESCRIPTION
 DU1227
 DU1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1227'1.8 MI SE FROM CARRIZO JUNCTION.
 DU1227'1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1227'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.2 MILE SOUTHEAST OF HIGHWAY
 DU1227'MILE MARKER 312, 98.8 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 DU1227'HIGHWAY AND 0.6 FOOT WEST-SOUTHWEST OF A BARBED WIRE FENCE.
 DU1227'NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO
 DU1227'REFUSAL.
 DU1227'THE MARK IS 0.9 FT  E FROM A WITNESS POST.
 DU1227'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0712 ***********************************************************************
 GP0712  DESIGNATION -  143 DOR
 GP0712  PID         -  GP0712
 GP0712  STATE/COUNTY-  AZ/NAVAJO
 GP0712  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0712
 GP0712                         *CURRENT SURVEY CONTROL
 GP0712  ___________________________________________________________________
 GP0712* NAD 83(1986)-  36 34 27.     (N)    110 29 40.     (W)     SCALED    
 GP0712* NAVD 88     -      2048.454  (meters)    6720.64   (feet)  ADJUSTED  
 GP0712  ___________________________________________________________________
 GP0712  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 GP0712  DYNAMIC HT  -        2045.869 (meters)    6712.16  (feet)  COMP
 GP0712  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 GP0712
 GP0712  VERT ORDER  -  SECOND    CLASS 0
 GP0712
 GP0712.The horizontal coordinates were scaled from a topographic map and have
 GP0712.an estimated accuracy of +/- 6 seconds.
 GP0712
 GP0712.The orthometric height was determined by differential leveling
 GP0712.and adjusted in June 1991.
 GP0712
 GP0712.The geoid height was determined by GEOID03.
 GP0712
 GP0712.The dynamic height is computed by dividing the NAVD 88
 GP0712.geopotential number by the normal gravity value computed on the
 GP0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0712.degrees latitude (g = 980.6199 gals.).
 GP0712
 GP0712.The modeled gravity was interpolated from observed gravity values.
 GP0712
 GP0712;                    North         East    Units  Estimated Accuracy
 GP0712;SPC AZ E     -   618,270.      184,030.      MT  (+/- 180 meters Scaled)
 GP0712
 GP0712                          SUPERSEDED SURVEY CONTROL
 GP0712
 GP0712.No superseded survey control is available for this station.
 GP0712
 GP0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF452477(NAD 83)
 GP0712_MARKER: DB = BENCH MARK DISK
 GP0712_SETTING: 66 = SET IN ROCK OUTCROP
 GP0712_SP_SET: ROCK OUTCROP
 GP0712_STAMPING: 143 DOR 1969 6717
 GP0712_MARK LOGO: USGS  
 GP0712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0712+STABILITY: POSITION/ELEVATION WELL
 GP0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0712+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0712
 GP0712  HISTORY     - Date     Condition        Report By
 GP0712  HISTORY     - 1969     MONUMENTED       USGS
 GP0712
 GP0712                          STATION DESCRIPTION
 GP0712
 GP0712'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0712'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0712'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A ROAD
 GP0712'NORTH TOWARD NAVAJO NATIONAL MONUMENT, THENCE 1.0 MILE NORTH, 66 FEET
 GP0712'NORTHWEST AND 6 FEET HIGHER THAN THE ROAD, 2 FEET SOUTHEAST OF A
 GP0712'WITNESS, IN A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0523 ***********************************************************************
 CZ0523  DESIGNATION -  143+93.4
 CZ0523  PID         -  CZ0523
 CZ0523  STATE/COUNTY-  AZ/PIMA
 CZ0523  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0523
 CZ0523                         *CURRENT SURVEY CONTROL
 CZ0523  ___________________________________________________________________
 CZ0523* NAD 83(1986)-  32 23 41.     (N)    111 07 18.     (W)     SCALED    
 CZ0523* NAVD 88     -       637.223  (meters)    2090.62   (feet)  ADJUSTED  
 CZ0523  ___________________________________________________________________
 CZ0523  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0523  DYNAMIC HT  -         636.374 (meters)    2087.84  (feet)  COMP
 CZ0523  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 CZ0523
 CZ0523  VERT ORDER  -  FIRST     CLASS II
 CZ0523
 CZ0523.The horizontal coordinates were scaled from a topographic map and have
 CZ0523.an estimated accuracy of +/- 6 seconds.
 CZ0523
 CZ0523.The orthometric height was determined by differential leveling
 CZ0523.and adjusted in June 1991.
 CZ0523
 CZ0523.The geoid height was determined by GEOID03.
 CZ0523
 CZ0523.The dynamic height is computed by dividing the NAVD 88
 CZ0523.geopotential number by the normal gravity value computed on the
 CZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0523.degrees latitude (g = 980.6199 gals.).
 CZ0523
 CZ0523.The modeled gravity was interpolated from observed gravity values.
 CZ0523
 CZ0523;                    North         East    Units  Estimated Accuracy
 CZ0523;SPC AZ C     -   154,910.      288,150.      MT  (+/- 180 meters Scaled)
 CZ0523
 CZ0523                          SUPERSEDED SURVEY CONTROL
 CZ0523
 CZ0523  NGVD 29 (??/??/92)  636.574  (m)         2088.49   (f) ADJ UNCH    1 2
 CZ0523
 CZ0523.Superseded values are not recommended for survey control.
 CZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0523.See file dsdata.txt to determine how the superseded data were derived.
 CZ0523
 CZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA885841(NAD 83)
 CZ0523_MARKER: DD = SURVEY DISK
 CZ0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0523_SP_SET: CULVERT
 CZ0523_STAMPING: 2088.80 143+93.4
 CZ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0523+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0523
 CZ0523  HISTORY     - Date     Condition        Report By
 CZ0523  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0523  HISTORY     - 1951     GOOD             NGS
 CZ0523  HISTORY     - 1980     GOOD             NGS
 CZ0523  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0523
 CZ0523                          STATION DESCRIPTION
 CZ0523
 CZ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0523'2.1 MI SE FROM RILLITO.
 CZ0523'2.1 MILES SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0523'PACIFIC RAILROAD FROM THE RAILROAD STATION AT RILLITO, 4 POLES
 CZ0523'NORTHWEST OF MILEPOLE 969, AT RAILROAD MILEAGE 968.88, SET IN TOP OF
 CZ0523'THE APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF A 3 X 6 FEET
 CZ0523'BOX-TYPE CONCRETE HIGHWAY CULVERT, 61.0 FEET SOUTHEAST OF TELEGRAPH
 CZ0523'POLE 11459, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 CZ0523'AND ABOUT EVEN WITH THE HIGHWAY IN ELEVATION.
 CZ0523
 CZ0523                          STATION RECOVERY (1980)
 CZ0523
 CZ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0523'24.1 KILOMETERS (15.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0523'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 968.88,
 CZ0523'SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A BOX CULVERT
 CZ0523'UNDER THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 37.5 METERS (123
 CZ0523'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16 FEET) NORTHEAST
 CZ0523'OF THE CENTERLINE OF THE ROAD AND 1.1 METERS (3.6 FEET) NORTHWEST OF
 CZ0523'THE SOUTHEAST END OF THE HEADWALL.
 CZ0523'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0523
 CZ0523                          STATION RECOVERY (2006)
 CZ0523
 CZ0523'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1090 ***********************************************************************
 CZ1090  DESIGNATION -  1433
 CZ1090  PID         -  CZ1090
 CZ1090  STATE/COUNTY-  AZ/PINAL
 CZ1090  USGS QUAD   -  COOLIDGE (1992)
 CZ1090
 CZ1090                         *CURRENT SURVEY CONTROL
 CZ1090  ___________________________________________________________________
 CZ1090* NAD 83(1986)-  32 56 40.     (N)    111 30 24.     (W)     SCALED    
 CZ1090* NAVD 88     -       436.94   (+/-2cm)    1433.5    (feet)  VERTCON   
 CZ1090  ___________________________________________________________________
 CZ1090  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1090
 CZ1090.The horizontal coordinates were scaled from a topographic map and have
 CZ1090.an estimated accuracy of +/- 6 seconds.
 CZ1090
 CZ1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1090.The vertical order pertains to the NGVD 29 superseded value.
 CZ1090
 CZ1090.The geoid height was determined by GEOID03.
 CZ1090
 CZ1090;                    North         East    Units  Estimated Accuracy
 CZ1090;SPC AZ C     -   215,670.      251,700.      MT  (+/- 180 meters Scaled)
 CZ1090
 CZ1090                          SUPERSEDED SURVEY CONTROL
 CZ1090
 CZ1090  NGVD 29 (??/??/92)  436.471  (m)         1431.99   (f) ADJ UNCH    2 0
 CZ1090
 CZ1090.Superseded values are not recommended for survey control.
 CZ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1090.See file dsdata.txt to determine how the superseded data were derived.
 CZ1090
 CZ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB526452(NAD 83)
 CZ1090_MARKER: DD = SURVEY DISK
 CZ1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1090_STAMPING: 1433 1922
 CZ1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1090+STABILITY: SURFACE MOTION
 CZ1090
 CZ1090  HISTORY     - Date     Condition        Report By
 CZ1090  HISTORY     - 1922     MONUMENTED       USGS
 CZ1090  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 CZ1090
 CZ1090                          STATION DESCRIPTION
 CZ1090
 CZ1090'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 CZ1090'2.4 MI S FROM COOLIDGE.
 CZ1090'2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 CZ1090'PINAL COUNTY, AT THE CORNER OF SECS. 34 AND 35, T 5 S, R 8 E, 0.2 MILE
 CZ1090'EAST ALONG A ROAD FROM THE TRACK, ON THE SOUTH SIDE OF THE ROAD, AND
 CZ1090'OPPOSITE THE SOUTHWEST CORNER OF WEST RANCH.  A UNITED STATES
 CZ1090'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1433 1922 AND SET IN THE TOP
 CZ1090'OF A CONCRETE POST.
 CZ1090
 CZ1090                          STATION RECOVERY (2007)
 CZ1090
 CZ1090'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1090'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1090'MARK.
 CZ1090'WITHOUT A SPECIFIC DISTANCE FROM THE CENTERLINE OF THE ROAD, IT IS
 CZ1090'DIFFICULT TO DETERMINE IF THE MARK HAS BEEN GRADED OUT BY ROAD
 CZ1090'WIDENING, OR IF IT MAY STILL BE BURIED UNDER THE THREE FOOT BERM AT
 CZ1090'THE CURRENT EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0680 ***********************************************************************
 DW0680  DESIGNATION -  1434.04
 DW0680  PID         -  DW0680
 DW0680  STATE/COUNTY-  AZ/LA PAZ
 DW0680  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0680
 DW0680                         *CURRENT SURVEY CONTROL
 DW0680  ___________________________________________________________________
 DW0680* NAD 83(1986)-  33 40 45.     (N)    114 05 29.     (W)     SCALED    
 DW0680* NAVD 88     -       438.08   (+/-2cm)    1437.3    (feet)  VERTCON   
 DW0680  ___________________________________________________________________
 DW0680  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DW0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0680
 DW0680.The horizontal coordinates were scaled from a topographic map and have
 DW0680.an estimated accuracy of +/- 6 seconds.
 DW0680
 DW0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0680.The vertical order pertains to the NGVD 29 superseded value.
 DW0680
 DW0680.The geoid height was determined by GEOID03.
 DW0680
 DW0680;                    North         East    Units  Estimated Accuracy
 DW0680;SPC AZ W     -   297,130.      181,710.      MT  (+/- 180 meters Scaled)
 DW0680
 DW0680                          SUPERSEDED SURVEY CONTROL
 DW0680
 DW0680  NGVD 29 (??/??/??)  437.383  (m)         1434.98   (f) ADJUSTED    1 2
 DW0680
 DW0680.Superseded values are not recommended for survey control.
 DW0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0680.See file dsdata.txt to determine how the superseded data were derived.
 DW0680
 DW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT696303(NAD 83)
 DW0680_MARKER: DD = SURVEY DISK
 DW0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0680_SP_SET: HEADWALL
 DW0680_STAMPING: 1434.04 1447+71.25
 DW0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0680
 DW0680  HISTORY     - Date     Condition        Report By
 DW0680  HISTORY     - UNK      MONUMENTED       AZHD
 DW0680  HISTORY     - 1933     GOOD             NGS
 DW0680  HISTORY     - 1962     MARK NOT FOUND   USGS
 DW0680
 DW0680                          STATION DESCRIPTION
 DW0680
 DW0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0680'8.6 MI E FROM QUARTZSITE.
 DW0680'ABOUT 8.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0680'COUNTY, AT STATION 1447+71.25, AT A CONCRETE BRIDGE, AND IN THE
 DW0680'CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY
 DW0680'DEPARTMENT STANDARD DISK, STAMPED 1434.04 1447+71.25.
 DW0680
 DW0680                          STATION RECOVERY (1962)
 DW0680
 DW0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DW0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0437 ***********************************************************************
 CZ0437  DESIGNATION -  1435+36
 CZ0437  PID         -  CZ0437
 CZ0437  STATE/COUNTY-  AZ/PINAL
 CZ0437  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0437
 CZ0437                         *CURRENT SURVEY CONTROL
 CZ0437  ___________________________________________________________________
 CZ0437* NAD 83(1986)-  32 42 54.     (N)    111 06 09.     (W)     SCALED    
 CZ0437* NAVD 88     -       864.35   (+/-2cm)    2835.8    (feet)  VERTCON   
 CZ0437  ___________________________________________________________________
 CZ0437  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0437
 CZ0437.The horizontal coordinates were scaled from a topographic map and have
 CZ0437.an estimated accuracy of +/- 6 seconds.
 CZ0437
 CZ0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0437.The vertical order pertains to the NGVD 29 superseded value.
 CZ0437
 CZ0437.The geoid height was determined by GEOID03.
 CZ0437
 CZ0437;                    North         East    Units  Estimated Accuracy
 CZ0437;SPC AZ C     -   190,440.      289,680.      MT  (+/- 180 meters Scaled)
 CZ0437
 CZ0437                          SUPERSEDED SURVEY CONTROL
 CZ0437
 CZ0437  NGVD 29 (??/??/92)  863.724  (m)         2833.73   (f) ADJ UNCH    2 0
 CZ0437
 CZ0437.Superseded values are not recommended for survey control.
 CZ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0437.See file dsdata.txt to determine how the superseded data were derived.
 CZ0437
 CZ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB903196(NAD 83)
 CZ0437_MARKER: DD = SURVEY DISK
 CZ0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0437_SP_SET: CULVERT
 CZ0437_STAMPING: 1435+36 2833.61
 CZ0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0437
 CZ0437  HISTORY     - Date     Condition        Report By
 CZ0437  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0437  HISTORY     - 1962     GOOD             NGS
 CZ0437  HISTORY     - 20071214 MARK NOT FOUND   GEOCAC
 CZ0437
 CZ0437                          STATION DESCRIPTION
 CZ0437
 CZ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0437'14.3 MI NW FROM ORACLE JUNCTION.
 CZ0437'14.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0437'JUNCTION, 15.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 3.6 FEET
 CZ0437'NORTH OF THE SOUTH END OF A CONCRETE CULVERT, A STANDARD DISK SET IN A
 CZ0437'DRILLHOLE IN THE EAST HEADWALL OF A CONCRETE CULVERT.
 CZ0437
 CZ0437                          STATION RECOVERY (2007)
 CZ0437
 CZ0437'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0437'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NEW CONCRETE
 CZ0437'CULVERT THAT WAS BUILT TO PERMIT ARIZONA HIGHWAY 79 TO BE WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0637 ***********************************************************************
 DU0637  DESIGNATION -  1436.79
 DU0637  PID         -  DU0637
 DU0637  STATE/COUNTY-  AZ/MARICOPA
 DU0637  USGS QUAD   -  BUCKHORN (1982)
 DU0637
 DU0637                         *CURRENT SURVEY CONTROL
 DU0637  ___________________________________________________________________
 DU0637* NAD 83(1986)-  33 24 55.     (N)    111 40 20.     (W)     SCALED    
 DU0637* NAVD 88     -       437.348  (meters)    1434.87   (feet)  READJUSTED
 DU0637  ___________________________________________________________________
 DU0637  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU0637  DYNAMIC HT  -         436.830 (meters)    1433.17  (feet)  COMP
 DU0637  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 DU0637
 DU0637  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0637
 DU0637.The horizontal coordinates were scaled from a topographic map and have
 DU0637.an estimated accuracy of +/- 6 seconds.
 DU0637
 DU0637.The orthometric height was determined by differential leveling
 DU0637.and adjusted in April 1999.
 DU0637.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0637.distribution rate greater than 8.0 mm/km.
 DU0637.The height was derived from older observations constrained to new
 DU0637.heights in a crustal motion area.  The height is approximate in
 DU0637.relation to other heights in its vicinity.
 DU0637
 DU0637.The geoid height was determined by GEOID03.
 DU0637
 DU0637.The dynamic height is computed by dividing the NAVD 88
 DU0637.geopotential number by the normal gravity value computed on the
 DU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0637.degrees latitude (g = 980.6199 gals.).
 DU0637
 DU0637.The modeled gravity was interpolated from observed gravity values.
 DU0637
 DU0637;                    North         East    Units  Estimated Accuracy
 DU0637;SPC AZ C     -   267,830.      236,090.      MT  (+/- 180 meters Scaled)
 DU0637
 DU0637                          SUPERSEDED SURVEY CONTROL
 DU0637
 DU0637  NAVD 88 (06/15/91)  437.382  (m)         1434.98   (f) UNKNOWN     1 2
 DU0637
 DU0637.Superseded values are not recommended for survey control.
 DU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0637.See file dsdata.txt to determine how the superseded data were derived.
 DU0637
 DU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB374975(NAD 83)
 DU0637_MARKER: DD = SURVEY DISK
 DU0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0637_SP_SET: ABUTMENT
 DU0637_STAMPING: 1436.79 457.30
 DU0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0637
 DU0637  HISTORY     - Date     Condition        Report By
 DU0637  HISTORY     - UNK      MONUMENTED       AZHD
 DU0637  HISTORY     - 1948     GOOD             NGS
 DU0637  HISTORY     - 1981     GOOD             NGS
 DU0637  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU0637  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0637
 DU0637                          STATION DESCRIPTION
 DU0637
 DU0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0637'7.2 MI W FROM APACHE JUNCTION.
 DU0637'ABOUT 7.2 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0637'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0637'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0637'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0637
 DU0637                          STATION RECOVERY (1981)
 DU0637
 DU0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0637'2.7 KILOMETERS (1.7 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0637'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0637'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0637'WOODEN HEADWALL, 0.2 KILOMETER (0.1 MILE) WEST OF NORTH 74TH STREET,
 DU0637'5.1 METERS (16.7 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0637'EASTBOUND TRAFFIC LANES.
 DU0637'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0637
 DU0637                          STATION RECOVERY (1994)
 DU0637
 DU0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU0637'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU0637
 DU0637                          STATION RECOVERY (2008)
 DU0637
 DU0637'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0637'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DU0637'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0065 ***********************************************************************
 EU0065  DESIGNATION -  1438.28
 EU0065  PID         -  EU0065
 EU0065  STATE/COUNTY-  AZ/MOHAVE
 EU0065  USGS QUAD   -  YUCCA (1970)
 EU0065
 EU0065                         *CURRENT SURVEY CONTROL
 EU0065  ___________________________________________________________________
 EU0065* NAD 83(1986)-  34 46 45.     (N)    114 10 55.     (W)     SCALED    
 EU0065* NAVD 88     -       438.69   (+/-2cm)    1439.3    (feet)  VERTCON   
 EU0065  ___________________________________________________________________
 EU0065  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 EU0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0065
 EU0065.The horizontal coordinates were scaled from a topographic map and have
 EU0065.an estimated accuracy of +/- 6 seconds.
 EU0065
 EU0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0065.The vertical order pertains to the NGVD 29 superseded value.
 EU0065
 EU0065.The geoid height was determined by GEOID03.
 EU0065
 EU0065;                    North         East    Units  Estimated Accuracy
 EU0065;SPC AZ W     -   419,180.      173,830.      MT  (+/- 180 meters Scaled)
 EU0065
 EU0065                          SUPERSEDED SURVEY CONTROL
 EU0065
 EU0065  NGVD 29 (??/??/??)  437.975  (m)         1436.92   (f) ADJUSTED    2 0
 EU0065
 EU0065.Superseded values are not recommended for survey control.
 EU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0065.See file dsdata.txt to determine how the superseded data were derived.
 EU0065
 EU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU578521(NAD 83)
 EU0065_MARKER: DD = SURVEY DISK
 EU0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0065_SP_SET: CULVERT
 EU0065_STAMPING: 1438.28 975X7175 1951
 EU0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0065
 EU0065  HISTORY     - Date     Condition        Report By
 EU0065  HISTORY     - 1951     MONUMENTED       AZHD
 EU0065  HISTORY     - 1961     GOOD             NGS
 EU0065  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0065  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0065
 EU0065                          STATION DESCRIPTION
 EU0065
 EU0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0065'7.7 MI SW FROM YUCCA.
 EU0065'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0065'YUCCA, THENCE 7.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0065'IN THE TOP AND THE APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 EU0065'OF A 55 FOOT CONCRETE BOX CULVERT WITH 5 OPENINGS, 20 FEET
 EU0065'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5
 EU0065'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0065
 EU0065                          STATION RECOVERY (1970)
 EU0065
 EU0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0065'MARK NOT FOUND.
 EU0065
 EU0065                          STATION RECOVERY (1981)
 EU0065
 EU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0065'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0283 ***********************************************************************
 FS0283  DESIGNATION -  1439+35
 FS0283  PID         -  FS0283
 FS0283  STATE/COUNTY-  AZ/MOHAVE
 FS0283  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0283
 FS0283                         *CURRENT SURVEY CONTROL
 FS0283  ___________________________________________________________________
 FS0283* NAD 83(1986)-  35 42 30.     (N)    114 28 49.     (W)     SCALED    
 FS0283* NAVD 88     -       739.367  (meters)    2425.74   (feet)  POSTED    
 FS0283  ___________________________________________________________________
 FS0283  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0283  DYNAMIC HT  -         738.570 (meters)    2423.13  (feet)  COMP
 FS0283  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 FS0283
 FS0283  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0283
 FS0283.The horizontal coordinates were scaled from a topographic map and have
 FS0283.an estimated accuracy of +/- 6 seconds.
 FS0283
 FS0283.The orthometric height was determined by differential leveling
 FS0283.and adjusted by the  in 1992.
 FS0283.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0283.rate of 1.1 thru 2.0 mm/km.
 FS0283
 FS0283.The geoid height was determined by GEOID03.
 FS0283
 FS0283.The dynamic height is computed by dividing the NAVD 88
 FS0283.geopotential number by the normal gravity value computed on the
 FS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0283.degrees latitude (g = 980.6199 gals.).
 FS0283
 FS0283.The modeled gravity was interpolated from observed gravity values.
 FS0283
 FS0283;                    North         East    Units  Estimated Accuracy
 FS0283;SPC AZ W     -   522,420.      147,280.      MT  (+/- 180 meters Scaled)
 FS0283
 FS0283                          SUPERSEDED SURVEY CONTROL
 FS0283
 FS0283  NGVD 29 (??/??/92)  738.666  (m)         2423.44   (f) ADJ UNCH    1 1
 FS0283
 FS0283.Superseded values are not recommended for survey control.
 FS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0283.See file dsdata.txt to determine how the superseded data were derived.
 FS0283
 FS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV279545(NAD 83)
 FS0283_MARKER: DB = BENCH MARK DISK
 FS0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0283_SP_SET: CULVERT
 FS0283_STAMPING: 1439+35 2424.81 1936
 FS0283_MARK LOGO: AZHD  
 FS0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0283
 FS0283  HISTORY     - Date     Condition        Report By
 FS0283  HISTORY     - 1936     MONUMENTED       AZHD
 FS0283  HISTORY     - 1949     GOOD             NGS
 FS0283  HISTORY     - 1982     GOOD             NGS
 FS0283
 FS0283                          STATION DESCRIPTION
 FS0283
 FS0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0283'25.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0283'25.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0283'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 0.3 MILE
 FS0283'NORTHWEST OF BOULDER INN, 0.15 MILE NORTHWEST OF MILEPOLE 28,
 FS0283'AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0283'APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6 FEET
 FS0283'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 FS0283'HIGHER THAN THE HIGHWAY.
 FS0283
 FS0283                          STATION RECOVERY (1982)
 FS0283
 FS0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0283'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0371 ***********************************************************************
 CY0371  DESIGNATION -  144
 CY0371  PID         -  CY0371
 CY0371  STATE/COUNTY-  AZ/COCHISE
 CY0371  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0371
 CY0371                         *CURRENT SURVEY CONTROL
 CY0371  ___________________________________________________________________
 CY0371* NAD 83(1986)-  32 07 58.     (N)    109 54 40.     (W)     SCALED    
 CY0371* NAVD 88     -      1268.02   (+/-2cm)    4160.2    (feet)  VERTCON   
 CY0371  ___________________________________________________________________
 CY0371  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0371  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0371
 CY0371.The horizontal coordinates were scaled from a topographic map and have
 CY0371.an estimated accuracy of +/- 6 seconds.
 CY0371
 CY0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0371.The vertical order pertains to the NGVD 29 superseded value.
 CY0371
 CY0371.The geoid height was determined by GEOID03.
 CY0371
 CY0371;                    North         East    Units  Estimated Accuracy
 CY0371;SPC AZ E     -   125,620.      237,470.      MT  (+/- 180 meters Scaled)
 CY0371
 CY0371                          SUPERSEDED SURVEY CONTROL
 CY0371
 CY0371  NGVD 29 (??/??/92) 1267.260  (m)         4157.67   (f) ADJ UNCH    1 2
 CY0371
 CY0371.Superseded values are not recommended for survey control.
 CY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0371.See file dsdata.txt to determine how the superseded data were derived.
 CY0371
 CY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA027556(NAD 83)
 CY0371_MARKER: P = PIPE CAP
 CY0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0371_STAMPING: 144 H 1907
 CY0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0371
 CY0371  HISTORY     - Date     Condition        Report By
 CY0371  HISTORY     - 1907     MONUMENTED       USGS
 CY0371  HISTORY     - 1952     GOOD             NGS
 CY0371
 CY0371                          STATION DESCRIPTION
 CY0371
 CY0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0371'1.55 MI NE FROM COCHISE.
 CY0371'1.55 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0371'THE STATION AT COCHISE, AT OVERPASS NUMBER 1065.37, 240 1/2 FEET NORTH
 CY0371'OF THE OVERPASS, 98.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 69.0 FEET
 CY0371'NORTHEAST OF A T JUNCTION IN THE FENCE LINE, 5.4 FEET SOUTHWEST OF A
 CY0371'WITNESS POST, 1.8 FEET NORTHWEST OF A FENCE, ABOUT 2.0 FEET LOWER THAN
 CY0371'THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 CY0371'1.2 FEET ABOVE THE GROUND.  NOTE-- THIS MARK IS VERY LOOSE, SHOWS
 CY0371'SIGNS OF BEING RUSTED WHERE THE IRON PIPE STARTS PROJECTING FROM THE
 CY0371'GROUND, UNITED STATES GEOLOGICAL SURVEY PERSONNEL ALSO REPORTED THAT
 CY0371'THEY COULD NOT CHECK INTO THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0742 ***********************************************************************
 FR0742  DESIGNATION -  144 0
 FR0742  PID         -  FR0742
 FR0742  STATE/COUNTY-  AZ/COCONINO
 FR0742  USGS QUAD   -  YAMPAI (1981)
 FR0742
 FR0742                         *CURRENT SURVEY CONTROL
 FR0742  ___________________________________________________________________
 FR0742* NAD 83(1986)-  35 28 41.     (N)    113 08 14.     (W)     SCALED    
 FR0742* NAVD 88     -      1596.015  (meters)    5236.26   (feet)  ADJUSTED  
 FR0742  ___________________________________________________________________
 FR0742  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0742  DYNAMIC HT  -        1593.965 (meters)    5229.53  (feet)  COMP
 FR0742  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 FR0742
 FR0742  VERT ORDER  -  FIRST     CLASS II
 FR0742
 FR0742.The horizontal coordinates were scaled from a topographic map and have
 FR0742.an estimated accuracy of +/- 6 seconds.
 FR0742
 FR0742.The orthometric height was determined by differential leveling
 FR0742.and adjusted in June 1991.
 FR0742
 FR0742.The geoid height was determined by GEOID03.
 FR0742
 FR0742.The dynamic height is computed by dividing the NAVD 88
 FR0742.geopotential number by the normal gravity value computed on the
 FR0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0742.degrees latitude (g = 980.6199 gals.).
 FR0742
 FR0742.The modeled gravity was interpolated from observed gravity values.
 FR0742
 FR0742;                    North         East    Units  Estimated Accuracy
 FR0742;SPC AZ C     -   497,290.      102,600.      MT  (+/- 180 meters Scaled)
 FR0742
 FR0742                          SUPERSEDED SURVEY CONTROL
 FR0742
 FR0742.No superseded survey control is available for this station.
 FR0742
 FR0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE061281(NAD 83)
 FR0742_MARKER: DB = BENCH MARK DISK
 FR0742_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FR0742+WITH SETTING: PAVEMENT
 FR0742_SP_SET: GAS PUMP ISLAND
 FR0742_STAMPING: 144-0 1966
 FR0742_MARK LOGO: USGS  
 FR0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0742+STABILITY: SURFACE MOTION
 FR0742
 FR0742  HISTORY     - Date     Condition        Report By
 FR0742  HISTORY     - 1966     MONUMENTED       USGS
 FR0742  HISTORY     - 1982     GOOD             NGS
 FR0742
 FR0742                          STATION DESCRIPTION
 FR0742
 FR0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0742'33.0 KM (20.4 MI) EAST FROM PEACH SPRINGS.
 FR0742'33.0 KM (20.4 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0742'PEACH SPRINGS, 18.0 KM (11.2 MI) NORTHWEST OF SELIGMAN, 0.3 KM (0.2
 FR0742'MI) WEST OF MILEPOST 122, AT THE CALVARY HOGAN MISSION OLD MOTEL AND
 FR0742'SERVICE STATION, IN TOP OF THE EAST END OF THE GAS PUMP ISLAND, 30.4
 FR0742'METERS (100 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.4 METERS (18
 FR0742'FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING, 0.3 METER (1 FT)
 FR0742'WEST OF THE EAST END OF THE ISLAND.
 FR0742'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1228 ***********************************************************************
 DU1228  DESIGNATION -  144 DOR
 DU1228  PID         -  DU1228
 DU1228  STATE/COUNTY-  AZ/GILA
 DU1228  USGS QUAD   -  CEDAR CREEK (1978)
 DU1228
 DU1228                         *CURRENT SURVEY CONTROL
 DU1228  ___________________________________________________________________
 DU1228* NAD 83(1986)-  33 58 11.     (N)    110 14 16.     (W)     SCALED    
 DU1228* NAVD 88     -      1588.073  (meters)    5210.20   (feet)  ADJUSTED  
 DU1228  ___________________________________________________________________
 DU1228  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DU1228  DYNAMIC HT  -        1585.808 (meters)    5202.77  (feet)  COMP
 DU1228  MODELED GRAV-     979,153.4   (mgal)                       NAVD 88
 DU1228
 DU1228  VERT ORDER  -  FIRST     CLASS II
 DU1228
 DU1228.The horizontal coordinates were scaled from a topographic map and have
 DU1228.an estimated accuracy of +/- 6 seconds.
 DU1228
 DU1228.The orthometric height was determined by differential leveling
 DU1228.and adjusted in June 1991.
 DU1228
 DU1228.The geoid height was determined by GEOID03.
 DU1228
 DU1228.The dynamic height is computed by dividing the NAVD 88
 DU1228.geopotential number by the normal gravity value computed on the
 DU1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1228.degrees latitude (g = 980.6199 gals.).
 DU1228
 DU1228.The modeled gravity was interpolated from observed gravity values.
 DU1228
 DU1228;                    North         East    Units  Estimated Accuracy
 DU1228;SPC AZ E     -   329,300.      206,790.      MT  (+/- 180 meters Scaled)
 DU1228
 DU1228                          SUPERSEDED SURVEY CONTROL
 DU1228
 DU1228.No superseded survey control is available for this station.
 DU1228
 DU1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC704590(NAD 83)
 DU1228_MARKER: DB = BENCH MARK DISK
 DU1228_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1228_SP_SET: COPPER-CLAD STEEL ROD
 DU1228_STAMPING: 5208 144 DOR 1965
 DU1228_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1228
 DU1228  HISTORY     - Date     Condition        Report By
 DU1228  HISTORY     - 1965     MONUMENTED       USGS
 DU1228  HISTORY     - 1979     GOOD             NGS
 DU1228
 DU1228                          STATION DESCRIPTION
 DU1228
 DU1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1228'2.9 MI SE FROM CARRIZO JUNCTION.
 DU1228'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1228'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.25 MILE SOUTHEAST OF HIGHWAY
 DU1228'MILE MARKER 313, 98.9 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1228'AND 0.5 FOOT SOUTHWEST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO
 DU1228'RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1228'THE MARK IS 0.9 FT  SW FROM A WITNESS POST.
 DU1228'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0472 ***********************************************************************
 GQ0472  DESIGNATION -  144 DOR
 GQ0472  PID         -  GQ0472
 GQ0472  STATE/COUNTY-  AZ/MOHAVE
 GQ0472  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0472
 GQ0472                         *CURRENT SURVEY CONTROL
 GQ0472  ___________________________________________________________________
 GQ0472* NAD 83(1986)-  36 31 48.     (N)    113 23 51.     (W)     SCALED    
 GQ0472* NAVD 88     -      1570.762  (meters)    5153.41   (feet)  POSTED    
 GQ0472  ___________________________________________________________________
 GQ0472  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0472  DYNAMIC HT  -        1568.920 (meters)    5147.36  (feet)  COMP
 GQ0472  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 GQ0472
 GQ0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0472
 GQ0472.The horizontal coordinates were scaled from a topographic map and have
 GQ0472.an estimated accuracy of +/- 6 seconds.
 GQ0472
 GQ0472.The orthometric height was determined by differential leveling
 GQ0472.and adjusted by the  in 1992.
 GQ0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0472.rate of 0.0 thru 1.0 mm/km.
 GQ0472
 GQ0472.The geoid height was determined by GEOID03.
 GQ0472
 GQ0472.The dynamic height is computed by dividing the NAVD 88
 GQ0472.geopotential number by the normal gravity value computed on the
 GQ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0472.degrees latitude (g = 980.6199 gals.).
 GQ0472
 GQ0472.The modeled gravity was interpolated from observed gravity values.
 GQ0472
 GQ0472;                    North         East    Units  Estimated Accuracy
 GQ0472;SPC AZ W     -   613,400.      244,930.      MT  (+/- 180 meters Scaled)
 GQ0472
 GQ0472                          SUPERSEDED SURVEY CONTROL
 GQ0472
 GQ0472.No superseded survey control is available for this station.
 GQ0472
 GQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF853454(NAD 83)
 GQ0472_MARKER: DB = BENCH MARK DISK
 GQ0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0472_SP_SET: COPPER-CLAD STEEL ROD
 GQ0472_STAMPING: 144 DOR 1970 5150
 GQ0472_MARK LOGO: USGS  
 GQ0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0472
 GQ0472  HISTORY     - Date     Condition        Report By
 GQ0472  HISTORY     - 1970     MONUMENTED       USGS
 GQ0472
 GQ0472                          STATION DESCRIPTION
 GQ0472
 GQ0472'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0472'75.8 KM (47.10 MI) SSE FROM ST GEORGE UT.
 GQ0472'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0472'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0472'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0472'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 1.2 MILES SOUTHWEST, 45 FEET
 GQ0472'SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0472'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0713 ***********************************************************************
 GP0713  DESIGNATION -  144 DOR
 GP0713  PID         -  GP0713
 GP0713  STATE/COUNTY-  AZ/NAVAJO
 GP0713  USGS QUAD   -  SHONTO SE (1982)
 GP0713
 GP0713                         *CURRENT SURVEY CONTROL
 GP0713  ___________________________________________________________________
 GP0713* NAD 83(1986)-  36 33 42.     (N)    110 30 08.     (W)     SCALED    
 GP0713* NAVD 88     -      2036.972  (meters)    6682.97   (feet)  ADJUSTED  
 GP0713  ___________________________________________________________________
 GP0713  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 GP0713  DYNAMIC HT  -        2034.359 (meters)    6674.39  (feet)  COMP
 GP0713  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 GP0713
 GP0713  VERT ORDER  -  SECOND    CLASS 0
 GP0713
 GP0713.The horizontal coordinates were scaled from a topographic map and have
 GP0713.an estimated accuracy of +/- 6 seconds.
 GP0713
 GP0713.The orthometric height was determined by differential leveling
 GP0713.and adjusted in June 1991.
 GP0713
 GP0713.The geoid height was determined by GEOID03.
 GP0713
 GP0713.The dynamic height is computed by dividing the NAVD 88
 GP0713.geopotential number by the normal gravity value computed on the
 GP0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0713.degrees latitude (g = 980.6199 gals.).
 GP0713
 GP0713.The modeled gravity was interpolated from observed gravity values.
 GP0713
 GP0713;                    North         East    Units  Estimated Accuracy
 GP0713;SPC AZ E     -   616,880.      183,320.      MT  (+/- 180 meters Scaled)
 GP0713
 GP0713                          SUPERSEDED SURVEY CONTROL
 GP0713
 GP0713.No superseded survey control is available for this station.
 GP0713
 GP0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF445463(NAD 83)
 GP0713_MARKER: DB = BENCH MARK DISK
 GP0713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0713_SP_SET: COPPER-CLAD STEEL ROD
 GP0713_STAMPING: 144 DOR 1969 6680
 GP0713_MARK LOGO: USGS  
 GP0713_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0713+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0713
 GP0713  HISTORY     - Date     Condition        Report By
 GP0713  HISTORY     - 1969     MONUMENTED       USGS
 GP0713
 GP0713                          STATION DESCRIPTION
 GP0713
 GP0713'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0713'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0713'ARIZONA, PROCEED 19.7 MILES SOUTHWEST ALONG HIGHWAT 164 TO A ROAD
 GP0713'NORTH TOWARD NAVAJO NATIONAL MONUMENT, 100 FEET NORTH OF THE HIGHWAY,
 GP0713'46 FEET EAST OF THE NATIONAL MONUMENT ROAD, 2 FEET SOUTH OF A
 GP0713'WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE FLUSH
 GP0713'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0636 ***********************************************************************
 DU0636  DESIGNATION -  1443.55
 DU0636  PID         -  DU0636
 DU0636  STATE/COUNTY-  AZ/MARICOPA
 DU0636  USGS QUAD   -  BUCKHORN (1982)
 DU0636
 DU0636                         *CURRENT SURVEY CONTROL
 DU0636  ___________________________________________________________________
 DU0636* NAD 83(1986)-  33 24 55.     (N)    111 40 08.     (W)     SCALED    
 DU0636* NAVD 88     -       440.76   (+/-2cm)    1446.1    (feet)  VERTCON   
 DU0636  ___________________________________________________________________
 DU0636  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0636  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0636
 DU0636.The horizontal coordinates were scaled from a topographic map and have
 DU0636.an estimated accuracy of +/- 6 seconds.
 DU0636
 DU0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0636.The vertical order pertains to the NGVD 29 superseded value.
 DU0636
 DU0636.The geoid height was determined by GEOID03.
 DU0636
 DU0636;                    North         East    Units  Estimated Accuracy
 DU0636;SPC AZ C     -   267,830.      236,400.      MT  (+/- 180 meters Scaled)
 DU0636
 DU0636                          SUPERSEDED SURVEY CONTROL
 DU0636
 DU0636  NGVD 29 (??/??/92)  440.218  (m)         1444.28   (f) ADJ UNCH    1 2
 DU0636
 DU0636.Superseded values are not recommended for survey control.
 DU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0636.See file dsdata.txt to determine how the superseded data were derived.
 DU0636
 DU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB378975(NAD 83)
 DU0636_MARKER: DD = SURVEY DISK
 DU0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0636_SP_SET: ABUTMENT
 DU0636_STAMPING: 1443.55 468.00
 DU0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0636
 DU0636  HISTORY     - Date     Condition        Report By
 DU0636  HISTORY     - UNK      MONUMENTED       AZHD
 DU0636  HISTORY     - 1948     GOOD             NGS
 DU0636  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DU0636  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0636
 DU0636                          STATION DESCRIPTION
 DU0636
 DU0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0636'7.0 MI W FROM APACHE JUNCTION.
 DU0636'ABOUT 7.0 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0636'21.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0636'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0636'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0636
 DU0636                          STATION RECOVERY (1981)
 DU0636
 DU0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0636'3.0 KILOMETERS (1.9 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0636'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END
 DU0636'OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT 0.2
 DU0636'KILOMETER (0.1 MILE) EAST OF NORTH 74TH STREET, 0.2 KILOMETER (0.1
 DU0636'MILE) WEST OF NORTH 76TH STREET, 5.0 METERS (16.5 FEET) NORTH OF
 DU0636'THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES. NOTE MARK IS
 DU0636'INACCESSIBLE BECAUSE THE WOODEN HEADWALL LIES OVER THE DISK AND WILL
 DU0636'NOT BE INCLUDED IN 1981 LEVELS.
 DU0636'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0636
 DU0636                          STATION RECOVERY (2006)
 DU0636
 DU0636'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0636'MARK NOT FOUND. THE CULVERT WAS REBUILT WHEN THE ROAD WAS WIDENED.
 DU0636'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1154 ***********************************************************************
 CZ1154  DESIGNATION -  1444.1
 CZ1154  PID         -  CZ1154
 CZ1154  STATE/COUNTY-  AZ/PINAL
 CZ1154  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1154
 CZ1154                         *CURRENT SURVEY CONTROL
 CZ1154  ___________________________________________________________________
 CZ1154* NAD 83(1986)-  32 44 03.     (N)    111 49 07.     (W)     SCALED    
 CZ1154* NAVD 88     -       440.73   (+/-2cm)    1446.0    (feet)  VERTCON   
 CZ1154  ___________________________________________________________________
 CZ1154  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ1154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1154
 CZ1154.The horizontal coordinates were scaled from a topographic map and have
 CZ1154.an estimated accuracy of +/- 6 seconds.
 CZ1154
 CZ1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1154.The vertical order pertains to the NGVD 29 superseded value.
 CZ1154
 CZ1154.The geoid height was determined by GEOID03.
 CZ1154
 CZ1154;                    North         East    Units  Estimated Accuracy
 CZ1154;SPC AZ C     -   192,280.      222,550.      MT  (+/- 180 meters Scaled)
 CZ1154
 CZ1154                          SUPERSEDED SURVEY CONTROL
 CZ1154
 CZ1154  NGVD 29 (??/??/92)  440.130  (m)         1443.99   (f) ADJ UNCH    2 0
 CZ1154
 CZ1154.Superseded values are not recommended for survey control.
 CZ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1154.See file dsdata.txt to determine how the superseded data were derived.
 CZ1154
 CZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB232221(NAD 83)
 CZ1154_MARKER: B = BOLT
 CZ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1154+STABILITY: SURFACE MOTION
 CZ1154
 CZ1154  HISTORY     - Date     Condition        Report By
 CZ1154  HISTORY     - UNK      MONUMENTED       USGS
 CZ1154  HISTORY     - 1952     GOOD             NGS
 CZ1154
 CZ1154                          STATION DESCRIPTION
 CZ1154
 CZ1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1154'2.9 MI W FROM CHIU CHUISCHU.
 CZ1154'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1154'OF CHIU CHUISCHU, THENCE 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1154'ROAD, THENCE 2.0 MILES WEST ALONG A TRACK ROAD, 0.35 MILE EAST OF THE
 CZ1154'SOUTH END OF A LEVEE, 101 FEET EAST OF A POINT WHERE THE ROAD CROSSES
 CZ1154'A SMALL WASH, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD,
 CZ1154'AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CZ1154'ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0281 ***********************************************************************
 FS0281  DESIGNATION -  1445+00
 FS0281  PID         -  FS0281
 FS0281  STATE/COUNTY-  AZ/MOHAVE
 FS0281  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0281
 FS0281                         *CURRENT SURVEY CONTROL
 FS0281  ___________________________________________________________________
 FS0281* NAD 83(1986)-  35 42 34.     (N)    114 28 51.     (W)     SCALED    
 FS0281* NAVD 88     -       738.870  (meters)    2424.11   (feet)  POSTED    
 FS0281  ___________________________________________________________________
 FS0281  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0281  DYNAMIC HT  -         738.070 (meters)    2421.48  (feet)  COMP
 FS0281  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 FS0281
 FS0281  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0281
 FS0281.The horizontal coordinates were scaled from a topographic map and have
 FS0281.an estimated accuracy of +/- 6 seconds.
 FS0281
 FS0281.The orthometric height was determined by differential leveling
 FS0281.and adjusted by the  in 1992.
 FS0281.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0281.rate of 1.1 thru 2.0 mm/km.
 FS0281
 FS0281.The geoid height was determined by GEOID03.
 FS0281
 FS0281.The dynamic height is computed by dividing the NAVD 88
 FS0281.geopotential number by the normal gravity value computed on the
 FS0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0281.degrees latitude (g = 980.6199 gals.).
 FS0281
 FS0281.The modeled gravity was interpolated from observed gravity values.
 FS0281
 FS0281;                    North         East    Units  Estimated Accuracy
 FS0281;SPC AZ W     -   522,540.      147,230.      MT  (+/- 180 meters Scaled)
 FS0281
 FS0281                          SUPERSEDED SURVEY CONTROL
 FS0281
 FS0281  NGVD 29 (??/??/92)  738.170  (m)         2421.81   (f) ADJ UNCH    1 1
 FS0281
 FS0281.Superseded values are not recommended for survey control.
 FS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0281.See file dsdata.txt to determine how the superseded data were derived.
 FS0281
 FS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV279546(NAD 83)
 FS0281_MARKER: DD = SURVEY DISK
 FS0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0281_SP_SET: CULVERT
 FS0281_STAMPING: 1445+00 2423.19 1936
 FS0281_MARK LOGO: AZHD  
 FS0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0281
 FS0281  HISTORY     - Date     Condition        Report By
 FS0281  HISTORY     - 1936     MONUMENTED       AZHD
 FS0281  HISTORY     - 1949     GOOD             NGS
 FS0281  HISTORY     - 1982     GOOD             NGS
 FS0281
 FS0281                          STATION DESCRIPTION
 FS0281
 FS0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0281'25.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0281'25.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0281'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.4 MILE NORTHWEST
 FS0281'OF BOULDER INN, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0281'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5
 FS0281'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0281'FOOT HIGHER THAN THE HIGHWAY.
 FS0281
 FS0281                          STATION RECOVERY (1982)
 FS0281
 FS0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0281'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0635 ***********************************************************************
 DU0635  DESIGNATION -  1447.11
 DU0635  PID         -  DU0635
 DU0635  STATE/COUNTY-  AZ/MARICOPA
 DU0635  USGS QUAD   -  BUCKHORN (1982)
 DU0635
 DU0635                         *CURRENT SURVEY CONTROL
 DU0635  ___________________________________________________________________
 DU0635* NAD 83(1986)-  33 24 57.     (N)    111 40 04.     (W)     SCALED    
 DU0635* NAVD 88     -       441.88   (+/-2cm)    1449.7    (feet)  VERTCON   
 DU0635  ___________________________________________________________________
 DU0635  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0635  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0635
 DU0635.The horizontal coordinates were scaled from a topographic map and have
 DU0635.an estimated accuracy of +/- 6 seconds.
 DU0635
 DU0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0635.The vertical order pertains to the NGVD 29 superseded value.
 DU0635
 DU0635.The geoid height was determined by GEOID03.
 DU0635
 DU0635;                    North         East    Units  Estimated Accuracy
 DU0635;SPC AZ C     -   267,890.      236,510.      MT  (+/- 180 meters Scaled)
 DU0635
 DU0635                          SUPERSEDED SURVEY CONTROL
 DU0635
 DU0635  NGVD 29 (??/??/92)  441.335  (m)         1447.95   (f) ADJ UNCH    1 2
 DU0635
 DU0635.Superseded values are not recommended for survey control.
 DU0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0635.See file dsdata.txt to determine how the superseded data were derived.
 DU0635
 DU0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB379975(NAD 83)
 DU0635_MARKER: DD = SURVEY DISK
 DU0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0635_STAMPING: 1447.11 474.83
 DU0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0635+STABILITY: SURFACE MOTION
 DU0635
 DU0635  HISTORY     - Date     Condition        Report By
 DU0635  HISTORY     - UNK      MONUMENTED       AZHD
 DU0635  HISTORY     - 1948     GOOD             NGS
 DU0635  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0635  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0635
 DU0635                          STATION DESCRIPTION
 DU0635
 DU0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0635'6.8 MI W FROM APACHE JUNCTION.
 DU0635'ABOUT 6.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0635'51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50.0 FEET EAST OF
 DU0635'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 36.0 FEET EAST OF A
 DU0635'POWER POLE, 33.6 FEET SOUTH OF MILEPOST NO. 189, SET IN THE TOP OF A
 DU0635'CONCRETE POST PROJECTING 3 INCHES.
 DU0635
 DU0635                          STATION RECOVERY (1981)
 DU0635
 DU0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0635'MARK SEARCHED FOR BUT NOT RECOVERED AND NOW BELIEVED TO HAVE BEEN
 DU0635'DESTROYED BY ROAD CONSTRUCTION.
 DU0635
 DU0635                          STATION RECOVERY (2008)
 DU0635
 DU0635'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0635'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0635'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0635'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0472 ***********************************************************************
 CY0472  DESIGNATION -  1448+
 CY0472  PID         -  CY0472
 CY0472  STATE/COUNTY-  AZ/COCHISE
 CY0472  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0472
 CY0472                         *CURRENT SURVEY CONTROL
 CY0472  ___________________________________________________________________
 CY0472* NAD 83(1986)-  32 11 15.     (N)    109 55 47.     (W)     SCALED    
 CY0472* NAVD 88     -      1276.52   (+/-2cm)    4188.0    (feet)  VERTCON   
 CY0472  ___________________________________________________________________
 CY0472  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0472
 CY0472.The horizontal coordinates were scaled from a topographic map and have
 CY0472.an estimated accuracy of +/- 6 seconds.
 CY0472
 CY0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0472.The vertical order pertains to the NGVD 29 superseded value.
 CY0472
 CY0472.The geoid height was determined by GEOID03.
 CY0472
 CY0472;                    North         East    Units  Estimated Accuracy
 CY0472;SPC AZ E     -   131,680.      235,700.      MT  (+/- 180 meters Scaled)
 CY0472
 CY0472                          SUPERSEDED SURVEY CONTROL
 CY0472
 CY0472  NGVD 29 (??/??/92) 1275.751  (m)         4185.53   (f) ADJ UNCH    2 0
 CY0472
 CY0472.Superseded values are not recommended for survey control.
 CY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0472.See file dsdata.txt to determine how the superseded data were derived.
 CY0472
 CY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA008617(NAD 83)
 CY0472_MARKER: DD = SURVEY DISK
 CY0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0472_SP_SET: HEADWALL
 CY0472_STAMPING: 1448+4186.35 1958
 CY0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0472
 CY0472  HISTORY     - Date     Condition        Report By
 CY0472  HISTORY     - 1958     MONUMENTED       AZHD
 CY0472  HISTORY     - 1960     GOOD             NGS
 CY0472
 CY0472                          STATION DESCRIPTION
 CY0472
 CY0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0472'7.6 MI SW FROM WILLCOX.
 CY0472'7.6 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0472'HIGHWAY 86 AND INTERSTATE HIGHWAY 10, 0.25 MILE SOUTHWEST OF MILEPOST
 CY0472'321, 35 FEET SOUTH OF CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY,
 CY0472'LEVEL WITH THE HIGHWAY, SET IN THE SOUTHEAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0634 ***********************************************************************
 DU0634  DESIGNATION -  1448.28
 DU0634  PID         -  DU0634
 DU0634  STATE/COUNTY-  AZ/MARICOPA
 DU0634  USGS QUAD   -  BUCKHORN (1982)
 DU0634
 DU0634                         *CURRENT SURVEY CONTROL
 DU0634  ___________________________________________________________________
 DU0634* NAD 83(1986)-  33 24 57.     (N)    111 40 04.     (W)     SCALED    
 DU0634* NAVD 88     -       442.23   (+/-2cm)    1450.9    (feet)  VERTCON   
 DU0634  ___________________________________________________________________
 DU0634  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0634  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0634
 DU0634.The horizontal coordinates were scaled from a topographic map and have
 DU0634.an estimated accuracy of +/- 6 seconds.
 DU0634
 DU0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0634.The vertical order pertains to the NGVD 29 superseded value.
 DU0634
 DU0634.The geoid height was determined by GEOID03.
 DU0634
 DU0634;                    North         East    Units  Estimated Accuracy
 DU0634;SPC AZ C     -   267,890.      236,510.      MT  (+/- 180 meters Scaled)
 DU0634
 DU0634                          SUPERSEDED SURVEY CONTROL
 DU0634
 DU0634  NGVD 29 (??/??/92)  441.687  (m)         1449.10   (f) ADJ UNCH    1 2
 DU0634
 DU0634.Superseded values are not recommended for survey control.
 DU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0634.See file dsdata.txt to determine how the superseded data were derived.
 DU0634
 DU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB379975(NAD 83)
 DU0634_MARKER: DD = SURVEY DISK
 DU0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0634_STAMPING: 1448.28 474.83
 DU0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0634+STABILITY: SURFACE MOTION
 DU0634
 DU0634  HISTORY     - Date     Condition        Report By
 DU0634  HISTORY     - UNK      MONUMENTED       AZHD
 DU0634  HISTORY     - 1948     GOOD             NGS
 DU0634  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0634  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0634
 DU0634                          STATION DESCRIPTION
 DU0634
 DU0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0634'6.8 MI W FROM APACHE JUNCTION.
 DU0634'ABOUT 6.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0634'63.0 FEET NORTH OF MILEPOST NO. 189, 45.5 FEET NORTH OF THE CENTER
 DU0634'LINE OF THE HIGHWAY, 11.3 FEET NORTHWEST OF A TELEPHONE POLE, SET IN
 DU0634'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0634
 DU0634                          STATION RECOVERY (1981)
 DU0634
 DU0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0634'MARK SEARCHED FOR BUT NOT RECOVERED, BELIEVED TO HAVE BEEN DESTROYED
 DU0634'BY HIGHWAY CONSTRUCTION.
 DU0634
 DU0634                          STATION RECOVERY (2008)
 DU0634
 DU0634'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0634'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0634'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0282 ***********************************************************************
 FS0282  DESIGNATION -  1449+90
 FS0282  PID         -  FS0282
 FS0282  STATE/COUNTY-  AZ/MOHAVE
 FS0282  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0282
 FS0282                         *CURRENT SURVEY CONTROL
 FS0282  ___________________________________________________________________
 FS0282* NAD 83(1986)-  35 42 38.     (N)    114 28 53.     (W)     SCALED    
 FS0282* NAVD 88     -       738.390  (meters)    2422.53   (feet)  POSTED    
 FS0282  ___________________________________________________________________
 FS0282  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0282  DYNAMIC HT  -         737.600 (meters)    2419.94  (feet)  COMP
 FS0282  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 FS0282
 FS0282  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0282
 FS0282.The horizontal coordinates were scaled from a topographic map and have
 FS0282.an estimated accuracy of +/- 6 seconds.
 FS0282
 FS0282.The orthometric height was determined by differential leveling
 FS0282.and adjusted by the  in 1992.
 FS0282.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0282.rate of 1.1 thru 2.0 mm/km.
 FS0282
 FS0282.The geoid height was determined by GEOID03.
 FS0282
 FS0282.The dynamic height is computed by dividing the NAVD 88
 FS0282.geopotential number by the normal gravity value computed on the
 FS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0282.degrees latitude (g = 980.6199 gals.).
 FS0282
 FS0282.The modeled gravity was interpolated from observed gravity values.
 FS0282
 FS0282;                    North         East    Units  Estimated Accuracy
 FS0282;SPC AZ W     -   522,660.      147,180.      MT  (+/- 180 meters Scaled)
 FS0282
 FS0282                          SUPERSEDED SURVEY CONTROL
 FS0282
 FS0282  NGVD 29 (??/??/92)  737.691  (m)         2420.24   (f) ADJ UNCH    1 1
 FS0282
 FS0282.Superseded values are not recommended for survey control.
 FS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0282.See file dsdata.txt to determine how the superseded data were derived.
 FS0282
 FS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278547(NAD 83)
 FS0282_MARKER: DD = SURVEY DISK
 FS0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0282_SP_SET: CULVERT
 FS0282_STAMPING: 1449+90 2421.62 1936
 FS0282_MARK LOGO: AZHD  
 FS0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0282
 FS0282  HISTORY     - Date     Condition        Report By
 FS0282  HISTORY     - 1936     MONUMENTED       AZHD
 FS0282  HISTORY     - 1949     GOOD             NGS
 FS0282  HISTORY     - 1982     GOOD             NGS
 FS0282
 FS0282                          STATION DESCRIPTION
 FS0282
 FS0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0282'25.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0282'25.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0282'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0282'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0282'THE SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER
 FS0282'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0282
 FS0282                          STATION RECOVERY (1982)
 FS0282
 FS0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0282'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1149 ***********************************************************************
 DV1149  DESIGNATION -  1449.96
 DV1149  PID         -  DV1149
 DV1149  STATE/COUNTY-  AZ/LA PAZ
 DV1149  USGS QUAD   -  BEAR HILLS (1990)
 DV1149
 DV1149                         *CURRENT SURVEY CONTROL
 DV1149  ___________________________________________________________________
 DV1149* NAD 83(1986)-  33 40 14.     (N)    113 58 50.     (W)     SCALED    
 DV1149* NAVD 88     -       443.02   (+/-2cm)    1453.5    (feet)  VERTCON   
 DV1149  ___________________________________________________________________
 DV1149  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1149  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1149
 DV1149.The horizontal coordinates were scaled from a topographic map and have
 DV1149.an estimated accuracy of +/- 6 seconds.
 DV1149
 DV1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1149.The vertical order pertains to the NGVD 29 superseded value.
 DV1149
 DV1149.The geoid height was determined by GEOID03.
 DV1149
 DV1149;                    North         East    Units  Estimated Accuracy
 DV1149;SPC AZ W     -   296,150.      191,980.      MT  (+/- 180 meters Scaled)
 DV1149
 DV1149                          SUPERSEDED SURVEY CONTROL
 DV1149
 DV1149  NGVD 29 (??/??/92)  442.323  (m)         1451.19   (f) ADJ UNCH    1 2
 DV1149
 DV1149.Superseded values are not recommended for survey control.
 DV1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1149.See file dsdata.txt to determine how the superseded data were derived.
 DV1149
 DV1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC236296(NAD 83)
 DV1149_MARKER: DD = SURVEY DISK
 DV1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1149_SP_SET: BRIDGE
 DV1149_STAMPING: 1449.96 1792+20 1932
 DV1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1149
 DV1149  HISTORY     - Date     Condition        Report By
 DV1149  HISTORY     - 1932     MONUMENTED       AZHD
 DV1149  HISTORY     - 1962     GOOD             NGS
 DV1149  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1149
 DV1149                          STATION DESCRIPTION
 DV1149
 DV1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1149'2.2 MI W FROM BRENDA.
 DV1149'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE GREYHOUND
 DV1149'BUS STOP IN BRENDA, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A
 DV1149'15 FOOT CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DV1149'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DV1149
 DV1149                          STATION RECOVERY (1981)
 DV1149
 DV1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1149'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1149'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0744 ***********************************************************************
 FR0744  DESIGNATION -  145 0
 FR0744  PID         -  FR0744
 FR0744  STATE/COUNTY-  AZ/COCONINO
 FR0744  USGS QUAD   -  AUDLEY (1980)
 FR0744
 FR0744                         *CURRENT SURVEY CONTROL
 FR0744  ___________________________________________________________________
 FR0744* NAD 83(1986)-  35 28 08.     (N)    113 07 24.     (W)     SCALED    
 FR0744* NAVD 88     -      1583.678  (meters)    5195.78   (feet)  ADJUSTED  
 FR0744  ___________________________________________________________________
 FR0744  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0744  DYNAMIC HT  -        1581.647 (meters)    5189.12  (feet)  COMP
 FR0744  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 FR0744
 FR0744  VERT ORDER  -  FIRST     CLASS II
 FR0744
 FR0744.The horizontal coordinates were scaled from a topographic map and have
 FR0744.an estimated accuracy of +/- 6 seconds.
 FR0744
 FR0744.The orthometric height was determined by differential leveling
 FR0744.and adjusted in June 1991.
 FR0744
 FR0744.The geoid height was determined by GEOID03.
 FR0744
 FR0744.The dynamic height is computed by dividing the NAVD 88
 FR0744.geopotential number by the normal gravity value computed on the
 FR0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0744.degrees latitude (g = 980.6199 gals.).
 FR0744
 FR0744.The modeled gravity was interpolated from observed gravity values.
 FR0744
 FR0744;                    North         East    Units  Estimated Accuracy
 FR0744;SPC AZ C     -   496,260.      103,850.      MT  (+/- 180 meters Scaled)
 FR0744
 FR0744                          SUPERSEDED SURVEY CONTROL
 FR0744
 FR0744.No superseded survey control is available for this station.
 FR0744
 FR0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE073271(NAD 83)
 FR0744_MARKER: DB = BENCH MARK DISK
 FR0744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0744_SP_SET: COPPER-CLAD STEEL ROD
 FR0744_STAMPING: 145-0 1966
 FR0744_MARK LOGO: USGS  
 FR0744_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0744
 FR0744  HISTORY     - Date     Condition        Report By
 FR0744  HISTORY     - 1966     MONUMENTED       USGS
 FR0744  HISTORY     - 1982     GOOD             NGS
 FR0744
 FR0744                          STATION DESCRIPTION
 FR0744
 FR0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0744'29.3 KM (18.2 MI) NW FROM SELIGMAN.
 FR0744'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0744'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 16.1 KM (10.0 MI)
 FR0744'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) SOUTHEAST OF THE T
 FR0744'JUNCTION OF PICA ROAD LEADING SOUTHWEST, 0.5 KM (0.3 MI) NORTHWEST OF
 FR0744'THE T JUNCTION OF PICA CAMP ROAD LEADING NORTHEAST, 0.2 KM (0.1 MI)
 FR0744'NORTHWEST OF MILEPOST 123, 0.2 KM (0.1 MI) NORTHWEST OF THE CROSSING
 FR0744'OF A POWER LINE, 0.2 KM (0.15 MI) NORTH OF A WATER TANK, 24.0 METERS
 FR0744'(79 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3 FT)
 FR0744'SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, THE ROD MARK IS
 FR0744'ENCASSED IN AN ORANGEBURG PIPE.
 FR0744'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 FR0744'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1229 ***********************************************************************
 DU1229  DESIGNATION -  145 DOR
 DU1229  PID         -  DU1229
 DU1229  STATE/COUNTY-  AZ/GILA
 DU1229  USGS QUAD   -  CEDAR CREEK (1978)
 DU1229
 DU1229                         *CURRENT SURVEY CONTROL
 DU1229  ___________________________________________________________________
 DU1229* NAD 83(1986)-  33 57 23.     (N)    110 13 50.     (W)     SCALED    
 DU1229* NAVD 88     -      1588.073  (meters)    5210.20   (feet)  ADJUSTED  
 DU1229  ___________________________________________________________________
 DU1229  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DU1229  DYNAMIC HT  -        1585.799 (meters)    5202.74  (feet)  COMP
 DU1229  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 DU1229
 DU1229  VERT ORDER  -  FIRST     CLASS II
 DU1229
 DU1229.The horizontal coordinates were scaled from a topographic map and have
 DU1229.an estimated accuracy of +/- 6 seconds.
 DU1229
 DU1229.The orthometric height was determined by differential leveling
 DU1229.and adjusted in June 1991.
 DU1229
 DU1229.The geoid height was determined by GEOID03.
 DU1229
 DU1229.The dynamic height is computed by dividing the NAVD 88
 DU1229.geopotential number by the normal gravity value computed on the
 DU1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1229.degrees latitude (g = 980.6199 gals.).
 DU1229
 DU1229.The modeled gravity was interpolated from observed gravity values.
 DU1229
 DU1229;                    North         East    Units  Estimated Accuracy
 DU1229;SPC AZ E     -   327,820.      207,460.      MT  (+/- 180 meters Scaled)
 DU1229
 DU1229                          SUPERSEDED SURVEY CONTROL
 DU1229
 DU1229.No superseded survey control is available for this station.
 DU1229
 DU1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC710575(NAD 83)
 DU1229_MARKER: DB = BENCH MARK DISK
 DU1229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1229_SP_SET: COPPER-CLAD STEEL ROD
 DU1229_STAMPING: 5208 145 DOR 1965
 DU1229_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1229
 DU1229  HISTORY     - Date     Condition        Report By
 DU1229  HISTORY     - 1965     MONUMENTED       USGS
 DU1229  HISTORY     - 1979     GOOD             NGS
 DU1229
 DU1229                          STATION DESCRIPTION
 DU1229
 DU1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1229'3.9 MI SE FROM CARRIZO JUNCTION.
 DU1229'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1229'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.2 MILE SOUTHEAST OF HIGHWAY
 DU1229'MILE MARKER 314, 96.9 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1229'54.5 FEET NORTHWEST OF A UTILITY POLE AND 0.7 FOOT NORTHEAST OF A
 DU1229'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1229'RODS WERE DRIVEN TO REFUSAL.
 DU1229'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DU1229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0473 ***********************************************************************
 GQ0473  DESIGNATION -  145 DOR
 GQ0473  PID         -  GQ0473
 GQ0473  STATE/COUNTY-  AZ/MOHAVE
 GQ0473  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0473
 GQ0473                         *CURRENT SURVEY CONTROL
 GQ0473  ___________________________________________________________________
 GQ0473* NAD 83(1986)-  36 31 14.     (N)    113 24 15.     (W)     SCALED    
 GQ0473* NAVD 88     -      1584.120  (meters)    5197.23   (feet)  POSTED    
 GQ0473  ___________________________________________________________________
 GQ0473  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 GQ0473  DYNAMIC HT  -        1582.260 (meters)    5191.13  (feet)  COMP
 GQ0473  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 GQ0473
 GQ0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0473
 GQ0473.The horizontal coordinates were scaled from a topographic map and have
 GQ0473.an estimated accuracy of +/- 6 seconds.
 GQ0473
 GQ0473.The orthometric height was determined by differential leveling
 GQ0473.and adjusted by the  in 1992.
 GQ0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0473.rate of 0.0 thru 1.0 mm/km.
 GQ0473
 GQ0473.The geoid height was determined by GEOID03.
 GQ0473
 GQ0473.The dynamic height is computed by dividing the NAVD 88
 GQ0473.geopotential number by the normal gravity value computed on the
 GQ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0473.degrees latitude (g = 980.6199 gals.).
 GQ0473
 GQ0473.The modeled gravity was interpolated from observed gravity values.
 GQ0473
 GQ0473;                    North         East    Units  Estimated Accuracy
 GQ0473;SPC AZ W     -   612,350.      244,330.      MT  (+/- 180 meters Scaled)
 GQ0473
 GQ0473                          SUPERSEDED SURVEY CONTROL
 GQ0473
 GQ0473.No superseded survey control is available for this station.
 GQ0473
 GQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF847443(NAD 83)
 GQ0473_MARKER: DB = BENCH MARK DISK
 GQ0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0473_SP_SET: COPPER-CLAD STEEL ROD
 GQ0473_STAMPING: 145 DOR 1970 5194
 GQ0473_MARK LOGO: USGS  
 GQ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0473
 GQ0473  HISTORY     - Date     Condition        Report By
 GQ0473  HISTORY     - 1970     MONUMENTED       USGS
 GQ0473
 GQ0473                          STATION DESCRIPTION
 GQ0473
 GQ0473'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0473'76.9 KM (47.80 MI) SSW FROM ST GEORGE UT.
 GQ0473'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0473'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0473'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0473'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 1.9 MILES SOUTHWEST TO A
 GQ0473'CATTLEGUARD, 115 FEET WEST OF THE ROAD, 1 FOOT SOUTH OF A FENCE.  ROD
 GQ0473'DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0714 ***********************************************************************
 GP0714  DESIGNATION -  145 DOR
 GP0714  PID         -  GP0714
 GP0714  STATE/COUNTY-  AZ/NAVAJO
 GP0714  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0714
 GP0714                         *CURRENT SURVEY CONTROL
 GP0714  ___________________________________________________________________
 GP0714* NAD 83(1986)-  36 34 05.     (N)    110 29 12.     (W)     SCALED    
 GP0714* NAVD 88     -      2005.770  (meters)    6580.60   (feet)  ADJUSTED  
 GP0714  ___________________________________________________________________
 GP0714  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0714  DYNAMIC HT  -        2003.211 (meters)    6572.20  (feet)  COMP
 GP0714  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 GP0714
 GP0714  VERT ORDER  -  SECOND    CLASS 0
 GP0714
 GP0714.The horizontal coordinates were scaled from a topographic map and have
 GP0714.an estimated accuracy of +/- 6 seconds.
 GP0714
 GP0714.The orthometric height was determined by differential leveling
 GP0714.and adjusted in June 1991.
 GP0714
 GP0714.The geoid height was determined by GEOID03.
 GP0714
 GP0714.The dynamic height is computed by dividing the NAVD 88
 GP0714.geopotential number by the normal gravity value computed on the
 GP0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0714.degrees latitude (g = 980.6199 gals.).
 GP0714
 GP0714.The modeled gravity was interpolated from observed gravity values.
 GP0714
 GP0714;                    North         East    Units  Estimated Accuracy
 GP0714;SPC AZ E     -   617,590.      184,720.      MT  (+/- 180 meters Scaled)
 GP0714
 GP0714                          SUPERSEDED SURVEY CONTROL
 GP0714
 GP0714.No superseded survey control is available for this station.
 GP0714
 GP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF459470(NAD 83)
 GP0714_MARKER: DB = BENCH MARK DISK
 GP0714_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0714_SP_SET: COPPER-CLAD STEEL ROD
 GP0714_STAMPING: 145 DOR 1969 6577
 GP0714_MARK LOGO: USGS  
 GP0714_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0714+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0714
 GP0714  HISTORY     - Date     Condition        Report By
 GP0714  HISTORY     - 1969     MONUMENTED       USGS
 GP0714
 GP0714                          STATION DESCRIPTION
 GP0714
 GP0714'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0714'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0714'ARIZONA, PROCEED 18.7 MILES SOUTHWEST ALONG HIGHWAY 164 TO A LARGE
 GP0714'POWER LINE, 132 FEET NORTHWEST AND 5 FEET LOWER THAN THE HIGHWAY AND
 GP0714'BETWEEN DOUBLE POWER POLES, SET ON COPPER-COATED ROD ENCLOSED BY A
 GP0714'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0267 ***********************************************************************
 DV0267  DESIGNATION -  1451
 DV0267  PID         -  DV0267
 DV0267  STATE/COUNTY-  AZ/MARICOPA
 DV0267  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0267
 DV0267                         *CURRENT SURVEY CONTROL
 DV0267  ___________________________________________________________________
 DV0267* NAD 83(1986)-  33 43 12.     (N)    112 27 14.     (W)     SCALED    
 DV0267* NAVD 88     -       442.695  (meters)    1452.41   (feet)  POSTED    
 DV0267  ___________________________________________________________________
 DV0267  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DV0267  DYNAMIC HT  -         442.180 (meters)    1450.72  (feet)  COMP
 DV0267  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 DV0267
 DV0267  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0267
 DV0267.The horizontal coordinates were scaled from a topographic map and have
 DV0267.an estimated accuracy of +/- 6 seconds.
 DV0267
 DV0267.The orthometric height was determined by differential leveling
 DV0267.and adjusted in November 2005.
 DV0267.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0267.was located on a no-check spur therefore a value was not computed.
 DV0267.No vertical observational check was made to the station.
 DV0267
 DV0267.The geoid height was determined by GEOID03.
 DV0267
 DV0267.The dynamic height is computed by dividing the NAVD 88
 DV0267.geopotential number by the normal gravity value computed on the
 DV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0267.degrees latitude (g = 980.6199 gals.).
 DV0267
 DV0267.The modeled gravity was interpolated from observed gravity values.
 DV0267
 DV0267;                    North         East    Units  Estimated Accuracy
 DV0267;SPC AZ C     -   301,730.      163,570.      MT  (+/- 180 meters Scaled)
 DV0267
 DV0267                          SUPERSEDED SURVEY CONTROL
 DV0267
 DV0267  NGVD 29 (??/??/92)  442.213  (m)         1450.83   (f) ADJ UNCH    2 0
 DV0267
 DV0267.Superseded values are not recommended for survey control.
 DV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0267.See file dsdata.txt to determine how the superseded data were derived.
 DV0267
 DV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC652320(NAD 83)
 DV0267_MARKER: P = PIPE CAP
 DV0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0267+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0267
 DV0267  HISTORY     - Date     Condition        Report By
 DV0267  HISTORY     - UNK      MONUMENTED       USGS
 DV0267  HISTORY     - 1933     GOOD             NGS
 DV0267  HISTORY     - 20020930 POOR             MCDOT
 DV0267  HISTORY     - 20070321 GOOD             GEOCAC
 DV0267
 DV0267                          STATION DESCRIPTION
 DV0267
 DV0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0267'5.4 MI NW FROM BEARDSLEY.
 DV0267'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 0.25 MILES
 DV0267'NORTHWEST OF MILEPOST 164, 75 FT. SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0267
 DV0267                          STATION RECOVERY (2002)
 DV0267
 DV0267'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0267'THE ELEVATION DID NOT CHECK VERY WELL AT ALL AND IT APPEARS TO BE
 DV0267'LEANING 15 DEGREES TO THE NORTHWEST.
 DV0267
 DV0267                          STATION RECOVERY (2007)
 DV0267
 DV0267'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0439 ***********************************************************************
 CZ0439  DESIGNATION -  1451+00
 CZ0439  PID         -  CZ0439
 CZ0439  STATE/COUNTY-  AZ/PINAL
 CZ0439  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0439
 CZ0439                         *CURRENT SURVEY CONTROL
 CZ0439  ___________________________________________________________________
 CZ0439* NAD 83(1986)-  32 42 38.     (N)    111 06 00.     (W)     SCALED    
 CZ0439* NAVD 88     -       866.19   (+/-2cm)    2841.8    (feet)  VERTCON   
 CZ0439  ___________________________________________________________________
 CZ0439  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0439
 CZ0439.The horizontal coordinates were scaled from a topographic map and have
 CZ0439.an estimated accuracy of +/- 6 seconds.
 CZ0439
 CZ0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0439.The vertical order pertains to the NGVD 29 superseded value.
 CZ0439
 CZ0439.The geoid height was determined by GEOID03.
 CZ0439
 CZ0439;                    North         East    Units  Estimated Accuracy
 CZ0439;SPC AZ C     -   189,950.      289,920.      MT  (+/- 180 meters Scaled)
 CZ0439
 CZ0439                          SUPERSEDED SURVEY CONTROL
 CZ0439
 CZ0439  NGVD 29 (??/??/92)  865.564  (m)         2839.77   (f) ADJ UNCH    2 0
 CZ0439
 CZ0439.Superseded values are not recommended for survey control.
 CZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0439.See file dsdata.txt to determine how the superseded data were derived.
 CZ0439
 CZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB906192(NAD 83)
 CZ0439_MARKER: DD = SURVEY DISK
 CZ0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0439_SP_SET: BRIDGE
 CZ0439_STAMPING: 1451+00 2839.62
 CZ0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0439
 CZ0439  HISTORY     - Date     Condition        Report By
 CZ0439  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0439  HISTORY     - 1962     GOOD             NGS
 CZ0439  HISTORY     - 20071214 MARK NOT FOUND   GEOCAC
 CZ0439
 CZ0439                          STATION DESCRIPTION
 CZ0439
 CZ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0439'13.95 MI NW FROM ORACLE JUNCTION.
 CZ0439'13.95 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0439'JUNCTION, 16 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, 11.1 FEET
 CZ0439'SOUTH OF THE NORTHWEST END OF A CONCRETE BRIDGE, A STANDARD DISK SET
 CZ0439'IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE BRIDGE.
 CZ0439
 CZ0439                          STATION RECOVERY (2007)
 CZ0439
 CZ0439'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0439'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NEW CONCRETE
 CZ0439'CULVERT THAT WAS BUILT TO PERMIT ARIZONA HIGHWAY 79 TO BE WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0633 ***********************************************************************
 DU0633  DESIGNATION -  1451.67
 DU0633  PID         -  DU0633
 DU0633  STATE/COUNTY-  AZ/MARICOPA
 DU0633  USGS QUAD   -  BUCKHORN (1982)
 DU0633
 DU0633                         *CURRENT SURVEY CONTROL
 DU0633  ___________________________________________________________________
 DU0633* NAD 83(1986)-  33 24 55.     (N)    111 39 58.     (W)     SCALED    
 DU0633* NAVD 88     -       442.330  (meters)    1451.21   (feet)  READJUSTED
 DU0633  ___________________________________________________________________
 DU0633  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU0633  DYNAMIC HT  -         441.800 (meters)    1449.47  (feet)  COMP
 DU0633  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 DU0633
 DU0633  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0633
 DU0633.The horizontal coordinates were scaled from a topographic map and have
 DU0633.an estimated accuracy of +/- 6 seconds.
 DU0633
 DU0633.The orthometric height was determined by differential leveling
 DU0633.and adjusted in April 1999.
 DU0633.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0633.distribution rate greater than 8.0 mm/km.
 DU0633.The height was derived from older observations constrained to new
 DU0633.heights in a crustal motion area.  The height is approximate in
 DU0633.relation to other heights in its vicinity.
 DU0633
 DU0633.The geoid height was determined by GEOID03.
 DU0633
 DU0633.The dynamic height is computed by dividing the NAVD 88
 DU0633.geopotential number by the normal gravity value computed on the
 DU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0633.degrees latitude (g = 980.6199 gals.).
 DU0633
 DU0633.The modeled gravity was interpolated from observed gravity values.
 DU0633
 DU0633;                    North         East    Units  Estimated Accuracy
 DU0633;SPC AZ C     -   267,830.      236,660.      MT  (+/- 180 meters Scaled)
 DU0633
 DU0633                          SUPERSEDED SURVEY CONTROL
 DU0633
 DU0633  NAVD 88 (06/15/91)  442.352  (m)         1451.28   (f) UNKNOWN     1 2
 DU0633  NGVD 29 (??/??/92)  442.728  (m)         1452.52   (f) ADJ UNCH    1 2
 DU0633
 DU0633.Superseded values are not recommended for survey control.
 DU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0633.See file dsdata.txt to determine how the superseded data were derived.
 DU0633
 DU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB380975(NAD 83)
 DU0633_MARKER: DD = SURVEY DISK
 DU0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0633_SP_SET: ABUTMENT
 DU0633_STAMPING: 1451.67 480.00
 DU0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0633
 DU0633  HISTORY     - Date     Condition        Report By
 DU0633  HISTORY     - UNK      MONUMENTED       AZHD
 DU0633  HISTORY     - 1948     GOOD             NGS
 DU0633  HISTORY     - 1981     GOOD             NGS
 DU0633  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0633
 DU0633                          STATION DESCRIPTION
 DU0633
 DU0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0633'6.7 MI W FROM APACHE JUNCTION.
 DU0633'ABOUT 6.7 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0633'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0633'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0633'AND 1 FOOT LOWER THAN THE HIGHWAY.
 DU0633
 DU0633                          STATION RECOVERY (1981)
 DU0633
 DU0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0633'3.4 KILOMETERS (2.1 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0633'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0633'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0633'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 5.0 METERS (16.5
 DU0633'FEET) NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES
 DU0633'AND 47.0 METERS (154.0 FEET) WEST CENTERLINE OF 77TH STREET.
 DU0633'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DU0633
 DU0633                          STATION RECOVERY (2006)
 DU0633
 DU0633'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0633'MARK NOT FOUND. UNABLE TO LOCATE A CONCRETE BOX CULVERT AT THIS
 DU0633'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1134 ***********************************************************************
 CZ1134  DESIGNATION -  1453
 CZ1134  PID         -  CZ1134
 CZ1134  STATE/COUNTY-  AZ/PINAL
 CZ1134  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1134
 CZ1134                         *CURRENT SURVEY CONTROL
 CZ1134  ___________________________________________________________________
 CZ1134* NAD 83(1986)-  32 46 56.     (N)    111 57 48.     (W)     SCALED    
 CZ1134* NAVD 88     -       443.70   (+/-2cm)    1455.7    (feet)  VERTCON   
 CZ1134  ___________________________________________________________________
 CZ1134  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1134
 CZ1134.The horizontal coordinates were scaled from a topographic map and have
 CZ1134.an estimated accuracy of +/- 6 seconds.
 CZ1134
 CZ1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1134.The vertical order pertains to the NGVD 29 superseded value.
 CZ1134
 CZ1134.The geoid height was determined by GEOID03.
 CZ1134
 CZ1134;                    North         East    Units  Estimated Accuracy
 CZ1134;SPC AZ C     -   197,600.      208,990.      MT  (+/- 180 meters Scaled)
 CZ1134
 CZ1134                          SUPERSEDED SURVEY CONTROL
 CZ1134
 CZ1134  NGVD 29 (??/??/92)  443.095  (m)         1453.72   (f) ADJ UNCH    2 0
 CZ1134
 CZ1134.Superseded values are not recommended for survey control.
 CZ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1134.See file dsdata.txt to determine how the superseded data were derived.
 CZ1134
 CZ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097275(NAD 83)
 CZ1134_MARKER: DD = SURVEY DISK
 CZ1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1134_STAMPING: 1453
 CZ1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1134+STABILITY: SURFACE MOTION
 CZ1134
 CZ1134  HISTORY     - Date     Condition        Report By
 CZ1134  HISTORY     - UNK      MONUMENTED       USGS
 CZ1134  HISTORY     - 1951     GOOD             NGS
 CZ1134
 CZ1134                          STATION DESCRIPTION
 CZ1134
 CZ1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1134'8.1 MI NW FROM COCKLEBUR.
 CZ1134'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1134'VILLAGE OF COCKLEBUR, THENCE 2.0 MILES WEST ALONG THE NORTH BOUNDARY
 CZ1134'FENCE OF THE PAPAGO INDIAN RESERVATION, THENCE 1.9 MILES NORTHWEST
 CZ1134'ALONG A GRADED ROAD, ON THE OUTSIDE OF A SHARP CURVE, AT SECTION
 CZ1134'CORNER S29, S28, S32, S33, 67 FEET WEST OF THE CENTER LINE OF THE
 CZ1134'ROAD, 43.3 FEET SOUTHEAST OF THE SECTION CORNER POST, 1.2 FEET EAST OF
 CZ1134'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ1134'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1021 ***********************************************************************
 CZ1021  DESIGNATION -  1453.50
 CZ1021  PID         -  CZ1021
 CZ1021  STATE/COUNTY-  AZ/PINAL
 CZ1021  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1021
 CZ1021                         *CURRENT SURVEY CONTROL
 CZ1021  ___________________________________________________________________
 CZ1021* NAD 83(1986)-  32 50 07.     (N)    111 41 15.     (W)     SCALED    
 CZ1021* NAVD 88     -       443.47   (+/-2cm)    1455.0    (feet)  VERTCON   
 CZ1021  ___________________________________________________________________
 CZ1021  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1021  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1021
 CZ1021.The horizontal coordinates were scaled from a topographic map and have
 CZ1021.an estimated accuracy of +/- 6 seconds.
 CZ1021
 CZ1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1021.The vertical order pertains to the NGVD 29 superseded value.
 CZ1021
 CZ1021.The geoid height was determined by GEOID03.
 CZ1021
 CZ1021;                    North         East    Units  Estimated Accuracy
 CZ1021;SPC AZ C     -   203,510.      234,810.      MT  (+/- 180 meters Scaled)
 CZ1021
 CZ1021                          SUPERSEDED SURVEY CONTROL
 CZ1021
 CZ1021  NGVD 29 (??/??/92)  442.950  (m)         1453.25   (f) ADJ UNCH    1 2
 CZ1021
 CZ1021.Superseded values are not recommended for survey control.
 CZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1021.See file dsdata.txt to determine how the superseded data were derived.
 CZ1021
 CZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB356332(NAD 83)
 CZ1021_MARKER: DD = SURVEY DISK
 CZ1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1021_SP_SET: CULVERT
 CZ1021_STAMPING: 1453.50
 CZ1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1021
 CZ1021  HISTORY     - Date     Condition        Report By
 CZ1021  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1021  HISTORY     - 1967     GOOD             NGS
 CZ1021  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1021  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1021
 CZ1021                          STATION DESCRIPTION
 CZ1021
 CZ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1021'4.9 MI SE FROM CASA GRANDE.
 CZ1021'ABOUT 4.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1021'STATION AT CASA GRANDE, IN S2, T 7 S, R 6 E, 0.15 MILE NORTHWEST OF
 CZ1021'THE RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 10, 275 FEET NORTHEAST
 CZ1021'AND ACROSS STATE HIGHWAY 84 FROM THE NORTHEAST RAIL OF THE TRACK, 99
 CZ1021'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANE OF
 CZ1021'STATE HIGHWAY 84, 43 FEET NORTHWEST OF THE CENTER LINE OF THE ACCESS
 CZ1021'ROAD WHICH LEADS TO INTERSTATE HIGHWAY 10, SET IN THE CENTER OF THE
 CZ1021'TOP OF THE NORTHWEST HEADWALL OF A TWIN CHANNEL CONCRETE CULVERT UNDER
 CZ1021'THE ACCESS ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CZ1021
 CZ1021                          STATION RECOVERY (1980)
 CZ1021
 CZ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1021'NEW HEADWALL AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
 CZ1021
 CZ1021                          STATION RECOVERY (1980)
 CZ1021
 CZ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1021'NEW HEADWALL AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0632 ***********************************************************************
 DU0632  DESIGNATION -  1455.93
 DU0632  PID         -  DU0632
 DU0632  STATE/COUNTY-  AZ/MARICOPA
 DU0632  USGS QUAD   -  BUCKHORN (1982)
 DU0632
 DU0632                         *CURRENT SURVEY CONTROL
 DU0632  ___________________________________________________________________
 DU0632* NAD 83(1986)-  33 24 55.     (N)    111 39 51.     (W)     SCALED    
 DU0632* NAVD 88     -       443.925  (meters)    1456.44   (feet)  READJUSTED
 DU0632  ___________________________________________________________________
 DU0632  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU0632  DYNAMIC HT  -         443.390 (meters)    1454.69  (feet)  COMP
 DU0632  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 DU0632
 DU0632  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0632
 DU0632.The horizontal coordinates were scaled from a topographic map and have
 DU0632.an estimated accuracy of +/- 6 seconds.
 DU0632
 DU0632.The orthometric height was determined by differential leveling
 DU0632.and adjusted in April 1999.
 DU0632.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0632.distribution rate greater than 8.0 mm/km.
 DU0632.The height was derived from older observations constrained to new
 DU0632.heights in a crustal motion area.  The height is approximate in
 DU0632.relation to other heights in its vicinity.
 DU0632
 DU0632.The geoid height was determined by GEOID03.
 DU0632
 DU0632.The dynamic height is computed by dividing the NAVD 88
 DU0632.geopotential number by the normal gravity value computed on the
 DU0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0632.degrees latitude (g = 980.6199 gals.).
 DU0632
 DU0632.The modeled gravity was interpolated from observed gravity values.
 DU0632
 DU0632;                    North         East    Units  Estimated Accuracy
 DU0632;SPC AZ C     -   267,830.      236,840.      MT  (+/- 180 meters Scaled)
 DU0632
 DU0632                          SUPERSEDED SURVEY CONTROL
 DU0632
 DU0632  NAVD 88 (06/15/91)  443.943  (m)         1456.50   (f) UNKNOWN     1 1
 DU0632  NGVD 29 (??/??/92)  443.434  (m)         1454.83   (f) ADJ UNCH    1 1
 DU0632
 DU0632.Superseded values are not recommended for survey control.
 DU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0632.See file dsdata.txt to determine how the superseded data were derived.
 DU0632
 DU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB382975(NAD 83)
 DU0632_MARKER: DD = SURVEY DISK
 DU0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0632_SP_SET: ABUTMENT
 DU0632_STAMPING: 1455.93 485.80
 DU0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0632+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2008
 DU0632
 DU0632  HISTORY     - Date     Condition        Report By
 DU0632  HISTORY     - UNK      MONUMENTED       AZHD
 DU0632  HISTORY     - 1948     GOOD             NGS
 DU0632  HISTORY     - 1981     GOOD             NGS
 DU0632  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU0632  HISTORY     - 20080907 GOOD             GEOCAC
 DU0632
 DU0632                          STATION DESCRIPTION
 DU0632
 DU0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0632'6.6 MI W FROM APACHE JUNCTION.
 DU0632'ABOUT 6.6 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0632'21.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0632'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0632'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 DU0632
 DU0632                          STATION RECOVERY (1981)
 DU0632
 DU0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0632'3.5 KILOMETERS (2.2 MILES) EAST ALONG U.S. HIGHWAYS 60, 70 , 80 AND 89
 DU0632'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0632'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0632'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1
 DU0632'MILE) EAST OF 77TH STREET, 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0632'CENTERLINE OF THE EASTBOUND TRAFFIC LANES, AND 37.5 METERS (123.5
 DU0632'FEET) EAST OF THE EXTENDED CENTERLINE OF THE EXIT OF THE SUNNY ACRES
 DU0632'TRAILER RESORT.
 DU0632'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DU0632
 DU0632                          STATION RECOVERY (1994)
 DU0632
 DU0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU0632'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU0632
 DU0632                          STATION RECOVERY (2008)
 DU0632
 DU0632'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0632'RECOVERED AS DESCRIBED IN THE 1981 REPORT, IN GOOD CONDITION. GPS
 DU0632'(HH2) CO-ORDINATES N33 24.915' W111 39.832'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0019 ***********************************************************************
 CG0019  DESIGNATION -  1459+87.36
 CG0019  PID         -  CG0019
 CG0019  STATE/COUNTY-  AZ/COCHISE
 CG0019  USGS QUAD   -  BENSON (1983)
 CG0019
 CG0019                         *CURRENT SURVEY CONTROL
 CG0019  ___________________________________________________________________
 CG0019* NAD 83(1986)-  31 58 06.     (N)    110 17 40.     (W)     SCALED    
 CG0019* NAVD 88     -      1090.83   (+/-2cm)    3578.8    (feet)  VERTCON   
 CG0019  ___________________________________________________________________
 CG0019  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0019  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0019
 CG0019.The horizontal coordinates were scaled from a topographic map and have
 CG0019.an estimated accuracy of +/- 6 seconds.
 CG0019
 CG0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0019.The vertical order pertains to the NGVD 29 superseded value.
 CG0019
 CG0019.The geoid height was determined by GEOID03.
 CG0019
 CG0019;                    North         East    Units  Estimated Accuracy
 CG0019;SPC AZ E     -   107,360.      201,280.      MT  (+/- 180 meters Scaled)
 CG0019
 CG0019                          SUPERSEDED SURVEY CONTROL
 CG0019
 CG0019  NGVD 29 (??/??/92) 1090.054  (m)         3576.29   (f) ADJ UNCH    1 2
 CG0019
 CG0019.Superseded values are not recommended for survey control.
 CG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0019.See file dsdata.txt to determine how the superseded data were derived.
 CG0019
 CG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA666371(NAD 83)
 CG0019_MARKER: DD = SURVEY DISK
 CG0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0019_SP_SET: CULVERT
 CG0019_STAMPING: 3577.37 1459+87.36 1950
 CG0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0019
 CG0019  HISTORY     - Date     Condition        Report By
 CG0019  HISTORY     - 1950     MONUMENTED       AZHD
 CG0019  HISTORY     - 1952     GOOD             NGS
 CG0019  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0019
 CG0019                          STATION DESCRIPTION
 CG0019
 CG0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0019'IN BENSON.
 CG0019'AT BENSON, IN THE EAST HEADWALL OF A DOUBLE 24-INCH CORRUGATED METAL
 CG0019'PIPE CULVERT UNDER THE SAN PEDRO ROAD, 167 FEET EAST OF THE SOUTHEAST
 CG0019'CORNER OF THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT BENSON, 99
 CG0019'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 83 FEET NORTH OF THE
 CG0019'SAN PEDRO ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  US HIGHWAY 80.
 CG0019
 CG0019                          STATION RECOVERY (1979)
 CG0019
 CG0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0019'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CG0019'COULD NOT BE FOUND.  THE OLD DESCRIPTION IS POOR--SAN PEDRO STREET
 CG0019'RUNS NORTH AND SOUTH RATHER THAN EAST AND WEST AS INDICATED IN THE
 CG0019'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0745 ***********************************************************************
 FR0745  DESIGNATION -  146 0
 FR0745  PID         -  FR0745
 FR0745  STATE/COUNTY-  AZ/YAVAPAI
 FR0745  USGS QUAD   -  AUDLEY (1980)
 FR0745
 FR0745                         *CURRENT SURVEY CONTROL
 FR0745  ___________________________________________________________________
 FR0745* NAD 83(1986)-  35 27 38.     (N)    113 06 30.     (W)     SCALED    
 FR0745* NAVD 88     -      1582.993  (meters)    5193.54   (feet)  ADJUSTED  
 FR0745  ___________________________________________________________________
 FR0745  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FR0745  DYNAMIC HT  -        1580.956 (meters)    5186.85  (feet)  COMP
 FR0745  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 FR0745
 FR0745  VERT ORDER  -  FIRST     CLASS II
 FR0745
 FR0745.The horizontal coordinates were scaled from a topographic map and have
 FR0745.an estimated accuracy of +/- 6 seconds.
 FR0745
 FR0745.The orthometric height was determined by differential leveling
 FR0745.and adjusted in June 1991.
 FR0745
 FR0745.The geoid height was determined by GEOID03.
 FR0745
 FR0745.The dynamic height is computed by dividing the NAVD 88
 FR0745.geopotential number by the normal gravity value computed on the
 FR0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0745.degrees latitude (g = 980.6199 gals.).
 FR0745
 FR0745.The modeled gravity was interpolated from observed gravity values.
 FR0745
 FR0745;                    North         East    Units  Estimated Accuracy
 FR0745;SPC AZ C     -   495,320.      105,200.      MT  (+/- 180 meters Scaled)
 FR0745
 FR0745                          SUPERSEDED SURVEY CONTROL
 FR0745
 FR0745.No superseded survey control is available for this station.
 FR0745
 FR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE086261(NAD 83)
 FR0745_MARKER: DB = BENCH MARK DISK
 FR0745_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0745_SP_SET: BUILDING FOUNDATION
 FR0745_STAMPING: 146-0 1966
 FR0745_MARK LOGO: USGS  
 FR0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0745+STABILITY: SURFACE MOTION
 FR0745
 FR0745  HISTORY     - Date     Condition        Report By
 FR0745  HISTORY     - 1966     MONUMENTED       USGS
 FR0745  HISTORY     - 1982     GOOD             NGS
 FR0745  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FR0745
 FR0745                          STATION DESCRIPTION
 FR0745
 FR0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0745'27.5 KM (17.1 MI) NW FROM SELIGMAN.
 FR0745'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0745'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 14.3 KM (8.9 MI)
 FR0745'NORTHWEST ALONG US HIGHWAY 66, 0.2 KM (0.15 MI) NORTHWEST OF MILEPOST
 FR0745'124, AT A ROAD LEADING NORTHEAST TO A CABLE BUILDING, IN TOP OF THE
 FR0745'CONCRETE FOUNDATION OF THE BUILDING, 0.3 METER (1 FT) SOUTHEAST OF THE
 FR0745'SOUTHEAST CORNER, 91.4 METERS (300 FT) NORTH OF THE CENTERLINE OF THE
 FR0745'HIGHWAY.
 FR0745'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FR0745
 FR0745                          STATION RECOVERY (1995)
 FR0745
 FR0745'RECOVERY NOTE BY US POWER SQUADRON 1995
 FR0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1231 ***********************************************************************
 DU1231  DESIGNATION -  146 DOR
 DU1231  PID         -  DU1231
 DU1231  STATE/COUNTY-  AZ/GILA
 DU1231  USGS QUAD   -  CEDAR CREEK (1978)
 DU1231
 DU1231                         *CURRENT SURVEY CONTROL
 DU1231  ___________________________________________________________________
 DU1231* NAD 83(1986)-  33 56 46.     (N)    110 13 03.     (W)     SCALED    
 DU1231* NAVD 88     -      1614.953  (meters)    5298.39   (feet)  ADJUSTED  
 DU1231  ___________________________________________________________________
 DU1231  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DU1231  DYNAMIC HT  -        1612.630 (meters)    5290.77  (feet)  COMP
 DU1231  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 DU1231
 DU1231  VERT ORDER  -  FIRST     CLASS II
 DU1231
 DU1231.The horizontal coordinates were scaled from a topographic map and have
 DU1231.an estimated accuracy of +/- 6 seconds.
 DU1231
 DU1231.The orthometric height was determined by differential leveling
 DU1231.and adjusted in June 1991.
 DU1231
 DU1231.The geoid height was determined by GEOID03.
 DU1231
 DU1231.The dynamic height is computed by dividing the NAVD 88
 DU1231.geopotential number by the normal gravity value computed on the
 DU1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1231.degrees latitude (g = 980.6199 gals.).
 DU1231
 DU1231.The modeled gravity was interpolated from observed gravity values.
 DU1231
 DU1231;                    North         East    Units  Estimated Accuracy
 DU1231;SPC AZ E     -   326,680.      208,660.      MT  (+/- 180 meters Scaled)
 DU1231
 DU1231                          SUPERSEDED SURVEY CONTROL
 DU1231
 DU1231.No superseded survey control is available for this station.
 DU1231
 DU1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC723564(NAD 83)
 DU1231_MARKER: DB = BENCH MARK DISK
 DU1231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1231_SP_SET: COPPER-CLAD STEEL ROD
 DU1231_STAMPING: 5296 146 DOR 1965
 DU1231_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1231
 DU1231  HISTORY     - Date     Condition        Report By
 DU1231  HISTORY     - 1965     MONUMENTED       USGS
 DU1231  HISTORY     - 1979     GOOD             NGS
 DU1231  HISTORY     - 20011229 GOOD             INDIV
 DU1231
 DU1231                          STATION DESCRIPTION
 DU1231
 DU1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1231'5.0 MI SE FROM CARRIZO JUNCTION.
 DU1231'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1231'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.3 MILE SOUTHEAST OF HIGHWAY
 DU1231'MILE MARKER 315, 98.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1231'74.8 FEET NORTHWEST OF UTILITY POLE NUMBER 58, 0.6 FOOT SOUTHWEST OF
 DU1231'A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN
 DU1231'1965, RODS WERE DRIVEN TO REFUSAL.
 DU1231'THE MARK IS 1.3 FT  SW FROM A WITNESS POST.
 DU1231'THE MARK IS 7 FT ABOVE THE HIGHWAY.
 DU1231
 DU1231                          STATION RECOVERY (2001)
 DU1231
 DU1231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 DU1231'MARKER FOUND AS DESCRIBED EXCEPT THE BARBED WIRE FENCE HAS BEEN MOVED
 DU1231'TO ABOUT 5 FEET SOUTH OF THE MARKER.  THE WITNESS POST IS INTACT AND
 DU1231'IS A METAL FENCEPOST WITH SIGN INDICATING THE PRESENCE OF THE SURVEY
 DU1231'MARKER.  HANDHELD GPS COORDS N33 56 45.7, W110 13 03.6, ELEV. 5306 FT.
 DU1231' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0474 ***********************************************************************
 GQ0474  DESIGNATION -  146 DOR
 GQ0474  PID         -  GQ0474
 GQ0474  STATE/COUNTY-  AZ/MOHAVE
 GQ0474  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0474
 GQ0474                         *CURRENT SURVEY CONTROL
 GQ0474  ___________________________________________________________________
 GQ0474* NAD 83(1986)-  36 30 27.     (N)    113 24 48.     (W)     SCALED    
 GQ0474* NAVD 88     -      1621.607  (meters)    5320.22   (feet)  POSTED    
 GQ0474  ___________________________________________________________________
 GQ0474  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 GQ0474  DYNAMIC HT  -        1619.700 (meters)    5313.97  (feet)  COMP
 GQ0474  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 GQ0474
 GQ0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0474
 GQ0474.The horizontal coordinates were scaled from a topographic map and have
 GQ0474.an estimated accuracy of +/- 6 seconds.
 GQ0474
 GQ0474.The orthometric height was determined by differential leveling
 GQ0474.and adjusted by the  in 1992.
 GQ0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0474.rate of 0.0 thru 1.0 mm/km.
 GQ0474
 GQ0474.The geoid height was determined by GEOID03.
 GQ0474
 GQ0474.The dynamic height is computed by dividing the NAVD 88
 GQ0474.geopotential number by the normal gravity value computed on the
 GQ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0474.degrees latitude (g = 980.6199 gals.).
 GQ0474
 GQ0474.The modeled gravity was interpolated from observed gravity values.
 GQ0474
 GQ0474;                    North         East    Units  Estimated Accuracy
 GQ0474;SPC AZ W     -   610,890.      243,520.      MT  (+/- 180 meters Scaled)
 GQ0474
 GQ0474                          SUPERSEDED SURVEY CONTROL
 GQ0474
 GQ0474.No superseded survey control is available for this station.
 GQ0474
 GQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF838429(NAD 83)
 GQ0474_MARKER: DB = BENCH MARK DISK
 GQ0474_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0474_SP_SET: BEDROCK
 GQ0474_STAMPING: 146 DOR 1970 5317
 GQ0474_MARK LOGO: USGS  
 GQ0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0474+STABILITY: POSITION/ELEVATION WELL
 GQ0474
 GQ0474  HISTORY     - Date     Condition        Report By
 GQ0474  HISTORY     - 1970     MONUMENTED       USGS
 GQ0474
 GQ0474                          STATION DESCRIPTION
 GQ0474
 GQ0474'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0474'78.7 KM (48.90 MI) SSE FROM ST GEORGE UT.
 GQ0474'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0474'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0474'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0474'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 3.0 MILES SOUTHWEST, 0.1 MILE
 GQ0474'SOUTHWEST OF A SMALL POND, 35 FEET SOUTHEAST OF THE ROAD.
 GQ0474'THE MARK IS 1 FT  NW FROM  A WITNESS POST
 GQ0474'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0715 ***********************************************************************
 GP0715  DESIGNATION -  146 DOR
 GP0715  PID         -  GP0715
 GP0715  STATE/COUNTY-  AZ/NAVAJO
 GP0715  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0715
 GP0715                         *CURRENT SURVEY CONTROL
 GP0715  ___________________________________________________________________
 GP0715* NAD 83(1986)-  36 34 35.     (N)    110 28 29.     (W)     SCALED    
 GP0715* NAVD 88     -      1986.304  (meters)    6516.73   (feet)  ADJUSTED  
 GP0715  ___________________________________________________________________
 GP0715  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GP0715  DYNAMIC HT  -        1983.780 (meters)    6508.45  (feet)  COMP
 GP0715  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 GP0715
 GP0715  VERT ORDER  -  SECOND    CLASS 0
 GP0715
 GP0715.The horizontal coordinates were scaled from a topographic map and have
 GP0715.an estimated accuracy of +/- 6 seconds.
 GP0715
 GP0715.The orthometric height was determined by differential leveling
 GP0715.and adjusted in June 1991.
 GP0715
 GP0715.The geoid height was determined by GEOID03.
 GP0715
 GP0715.The dynamic height is computed by dividing the NAVD 88
 GP0715.geopotential number by the normal gravity value computed on the
 GP0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0715.degrees latitude (g = 980.6199 gals.).
 GP0715
 GP0715.The modeled gravity was interpolated from observed gravity values.
 GP0715
 GP0715;                    North         East    Units  Estimated Accuracy
 GP0715;SPC AZ E     -   618,510.      185,790.      MT  (+/- 180 meters Scaled)
 GP0715
 GP0715                          SUPERSEDED SURVEY CONTROL
 GP0715
 GP0715.No superseded survey control is available for this station.
 GP0715
 GP0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF469480(NAD 83)
 GP0715_MARKER: DB = BENCH MARK DISK
 GP0715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0715_SP_SET: COPPER-CLAD STEEL ROD
 GP0715_STAMPING: 146 DOR 1969 6513
 GP0715_MARK LOGO: USGS  
 GP0715_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0715+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0715
 GP0715  HISTORY     - Date     Condition        Report By
 GP0715  HISTORY     - 1969     MONUMENTED       USGS
 GP0715
 GP0715                          STATION DESCRIPTION
 GP0715
 GP0715'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0715'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0715'ARIZONA, PROCEED 17.8 MILES SOUTHWEST ALONG HIGHWAY 164 TO A POINT
 GP0715'0.2 MILES NORTHEAST OF A REST AREA, 120 FEET NORTHWEST AND 5 FEET
 GP0715'LOWER THAN THE HIGHWAY, 10 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 GP0715'SOUTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0715'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0274 ***********************************************************************
 FS0274  DESIGNATION -  1460+30
 FS0274  PID         -  FS0274
 FS0274  STATE/COUNTY-  AZ/MOHAVE
 FS0274  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0274
 FS0274                         *CURRENT SURVEY CONTROL
 FS0274  ___________________________________________________________________
 FS0274* NAD 83(1986)-  35 42 50.     (N)    114 28 57.     (W)     SCALED    
 FS0274* NAVD 88     -       737.748  (meters)    2420.43   (feet)  POSTED    
 FS0274  ___________________________________________________________________
 FS0274  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FS0274  DYNAMIC HT  -         736.960 (meters)    2417.84  (feet)  COMP
 FS0274  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 FS0274
 FS0274  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0274
 FS0274.The horizontal coordinates were scaled from a topographic map and have
 FS0274.an estimated accuracy of +/- 6 seconds.
 FS0274
 FS0274.The orthometric height was determined by differential leveling
 FS0274.and adjusted by the  in 1992.
 FS0274.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0274.rate of 1.1 thru 2.0 mm/km.
 FS0274
 FS0274.The geoid height was determined by GEOID03.
 FS0274
 FS0274.The dynamic height is computed by dividing the NAVD 88
 FS0274.geopotential number by the normal gravity value computed on the
 FS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0274.degrees latitude (g = 980.6199 gals.).
 FS0274
 FS0274.The modeled gravity was interpolated from observed gravity values.
 FS0274
 FS0274;                    North         East    Units  Estimated Accuracy
 FS0274;SPC AZ W     -   523,040.      147,080.      MT  (+/- 180 meters Scaled)
 FS0274
 FS0274                          SUPERSEDED SURVEY CONTROL
 FS0274
 FS0274  NGVD 29 (??/??/92)  737.050  (m)         2418.14   (f) ADJ UNCH    1 1
 FS0274
 FS0274.Superseded values are not recommended for survey control.
 FS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0274.See file dsdata.txt to determine how the superseded data were derived.
 FS0274
 FS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV277551(NAD 83)
 FS0274_MARKER: DD = SURVEY DISK
 FS0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0274_SP_SET: CULVERT
 FS0274_STAMPING: 1460+30 2419.52 1936
 FS0274_MARK LOGO: AZHD  
 FS0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0274
 FS0274  HISTORY     - Date     Condition        Report By
 FS0274  HISTORY     - 1936     MONUMENTED       AZHD
 FS0274  HISTORY     - 1949     GOOD             NGS
 FS0274  HISTORY     - 1982     GOOD             NGS
 FS0274
 FS0274                          STATION DESCRIPTION
 FS0274
 FS0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0274'25.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0274'25.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0274'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 4- BY
 FS0274'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0274'CENTER OF THE SOUTHWEST HEAD WALL, 14.2 FEET SOUTHWEST OF THE
 FS0274'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FS0274'HIGHWAY.
 FS0274
 FS0274                          STATION RECOVERY (1982)
 FS0274
 FS0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0274'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1148 ***********************************************************************
 DV1148  DESIGNATION -  1461.45
 DV1148  PID         -  DV1148
 DV1148  STATE/COUNTY-  AZ/LA PAZ
 DV1148  USGS QUAD   -  BEAR HILLS (1990)
 DV1148
 DV1148                         *CURRENT SURVEY CONTROL
 DV1148  ___________________________________________________________________
 DV1148* NAD 83(1986)-  33 40 11.     (N)    113 59 03.     (W)     SCALED    
 DV1148* NAVD 88     -       446.53   (+/-2cm)    1465.0    (feet)  VERTCON   
 DV1148  ___________________________________________________________________
 DV1148  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1148  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1148
 DV1148.The horizontal coordinates were scaled from a topographic map and have
 DV1148.an estimated accuracy of +/- 6 seconds.
 DV1148
 DV1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1148.The vertical order pertains to the NGVD 29 superseded value.
 DV1148
 DV1148.The geoid height was determined by GEOID03.
 DV1148
 DV1148;                    North         East    Units  Estimated Accuracy
 DV1148;SPC AZ W     -   296,060.      191,650.      MT  (+/- 180 meters Scaled)
 DV1148
 DV1148                          SUPERSEDED SURVEY CONTROL
 DV1148
 DV1148  NGVD 29 (??/??/92)  445.827  (m)         1462.68   (f) ADJ UNCH    1 2
 DV1148
 DV1148.Superseded values are not recommended for survey control.
 DV1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1148.See file dsdata.txt to determine how the superseded data were derived.
 DV1148
 DV1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC233295(NAD 83)
 DV1148_MARKER: DD = SURVEY DISK
 DV1148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1148_SP_SET: BRIDGE
 DV1148_STAMPING: 1461.45 1781+20.92 1932
 DV1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1148
 DV1148  HISTORY     - Date     Condition        Report By
 DV1148  HISTORY     - 1932     MONUMENTED       AZHD
 DV1148  HISTORY     - 1962     GOOD             NGS
 DV1148  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1148
 DV1148                          STATION DESCRIPTION
 DV1148
 DV1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1148'2.4 MI W FROM BRENDA.
 DV1148'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE GREYHOUND
 DV1148'BUS STOP AT BRENDA, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A
 DV1148'45 FOOT CONCRETE BRIDGE, 14 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DV1148'AND IS ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DV1148
 DV1148                          STATION RECOVERY (1981)
 DV1148
 DV1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1148'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1148'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0440 ***********************************************************************
 CZ0440  DESIGNATION -  1462+72.8
 CZ0440  PID         -  CZ0440
 CZ0440  STATE/COUNTY-  AZ/PINAL
 CZ0440  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0440
 CZ0440                         *CURRENT SURVEY CONTROL
 CZ0440  ___________________________________________________________________
 CZ0440* NAD 83(1986)-  32 42 29.     (N)    111 05 54.     (W)     SCALED    
 CZ0440* NAVD 88     -       872.57   (+/-2cm)    2862.8    (feet)  VERTCON   
 CZ0440  ___________________________________________________________________
 CZ0440  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CZ0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0440
 CZ0440.The horizontal coordinates were scaled from a topographic map and have
 CZ0440.an estimated accuracy of +/- 6 seconds.
 CZ0440
 CZ0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0440.The vertical order pertains to the NGVD 29 superseded value.
 CZ0440
 CZ0440.The geoid height was determined by GEOID03.
 CZ0440
 CZ0440;                    North         East    Units  Estimated Accuracy
 CZ0440;SPC AZ C     -   189,670.      290,080.      MT  (+/- 180 meters Scaled)
 CZ0440
 CZ0440                          SUPERSEDED SURVEY CONTROL
 CZ0440
 CZ0440  NGVD 29 (??/??/92)  871.937  (m)         2860.68   (f) ADJ UNCH    2 0
 CZ0440
 CZ0440.Superseded values are not recommended for survey control.
 CZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0440.See file dsdata.txt to determine how the superseded data were derived.
 CZ0440
 CZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB907189(NAD 83)
 CZ0440_MARKER: DD = SURVEY DISK
 CZ0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0440_SP_SET: BRIDGE
 CZ0440_STAMPING: 1462+72.8 2860.49
 CZ0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0440
 CZ0440  HISTORY     - Date     Condition        Report By
 CZ0440  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0440  HISTORY     - 1962     GOOD             NGS
 CZ0440  HISTORY     - 20071214 MARK NOT FOUND   GEOCAC
 CZ0440
 CZ0440                          STATION DESCRIPTION
 CZ0440
 CZ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0440'13.75 MI NW FROM ORACLE JUNCTION.
 CZ0440'13.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0440'JUNCTION, 15.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, A STANDARD
 CZ0440'DISK SET IN A DRILLHOLE IN THE NORTHEAST END OF THE BRIDGE OVER BUNYAN
 CZ0440'WASH.
 CZ0440
 CZ0440                          STATION RECOVERY (2007)
 CZ0440
 CZ0440'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0440'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NEW CONCRETE
 CZ0440'CULVERT THAT WAS BUILT TO PERMIT ARIZONA HIGHWAY 79 TO BE WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1549 ***********************************************************************
 CZ1549  DESIGNATION -  1463.95
 CZ1549  PID         -  CZ1549
 CZ1549  STATE/COUNTY-  AZ/PINAL
 CZ1549  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1549
 CZ1549                         *CURRENT SURVEY CONTROL
 CZ1549  ___________________________________________________________________
 CZ1549* NAD 83(1986)-  32 50 07.     (N)    111 43 10.     (W)     SCALED    
 CZ1549* NAVD 88     -       446.78   (+/-2cm)    1465.8    (feet)  VERTCON   
 CZ1549  ___________________________________________________________________
 CZ1549  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1549  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1549
 CZ1549.The horizontal coordinates were scaled from a topographic map and have
 CZ1549.an estimated accuracy of +/- 6 seconds.
 CZ1549
 CZ1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1549.The vertical order pertains to the NGVD 29 superseded value.
 CZ1549
 CZ1549.The geoid height was determined by GEOID03.
 CZ1549
 CZ1549;                    North         East    Units  Estimated Accuracy
 CZ1549;SPC AZ C     -   203,500.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1549
 CZ1549                          SUPERSEDED SURVEY CONTROL
 CZ1549
 CZ1549  NGVD 29 (??/??/92)  446.224  (m)         1463.99   (f) ADJ UNCH    1 2
 CZ1549
 CZ1549.Superseded values are not recommended for survey control.
 CZ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1549.See file dsdata.txt to determine how the superseded data were derived.
 CZ1549
 CZ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326332(NAD 83)
 CZ1549_MARKER: DD = SURVEY DISK
 CZ1549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1549_SP_SET: CULVERT
 CZ1549_STAMPING: 1463.95
 CZ1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1549+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1549
 CZ1549  HISTORY     - Date     Condition        Report By
 CZ1549  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1549  HISTORY     - 1975     GOOD             AZDT
 CZ1549  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1549
 CZ1549                          STATION DESCRIPTION
 CZ1549
 CZ1549'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1549'4.32 MI SE FROM CASA GRANDE.
 CZ1549'FROM MILEPOST 176, I-8, WEST ON THE INTERSTATE FOR 0.15 MILES AND TO
 CZ1549'THE STATION ON THE LEFT.  150 FT. SOUTH OF THE CENTERLINE OF THE
 CZ1549'INTERSTATE.  45 FT. SOUTH OF THE EASTBOUND LANE.  20 FT. WEST OF A P
 CZ1549'AND M SURVEY SIGN.  AN AHD BRASS CAP, SET ON THE TOP AND CENTER OF A
 CZ1549'12 FT. CULVERT HEADWALL.
 CZ1549
 CZ1549                          STATION RECOVERY (2007)
 CZ1549
 CZ1549'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0631 ***********************************************************************
 DU0631  DESIGNATION -  1465.42
 DU0631  PID         -  DU0631
 DU0631  STATE/COUNTY-  AZ/MARICOPA
 DU0631  USGS QUAD   -  BUCKHORN (1982)
 DU0631
 DU0631                         *CURRENT SURVEY CONTROL
 DU0631  ___________________________________________________________________
 DU0631* NAD 83(1986)-  33 24 55.     (N)    111 39 35.     (W)     SCALED    
 DU0631* NAVD 88     -       447.473  (meters)    1468.08   (feet)  READJUSTED
 DU0631  ___________________________________________________________________
 DU0631  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0631  DYNAMIC HT  -         446.940 (meters)    1466.34  (feet)  COMP
 DU0631  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 DU0631
 DU0631  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0631
 DU0631.The horizontal coordinates were scaled from a topographic map and have
 DU0631.an estimated accuracy of +/- 6 seconds.
 DU0631
 DU0631.The orthometric height was determined by differential leveling
 DU0631.and adjusted in April 1999.
 DU0631.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0631.distribution rate greater than 8.0 mm/km.
 DU0631.The height was derived from older observations constrained to new
 DU0631.heights in a crustal motion area.  The height is approximate in
 DU0631.relation to other heights in its vicinity.
 DU0631
 DU0631.The geoid height was determined by GEOID03.
 DU0631
 DU0631.The dynamic height is computed by dividing the NAVD 88
 DU0631.geopotential number by the normal gravity value computed on the
 DU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0631.degrees latitude (g = 980.6199 gals.).
 DU0631
 DU0631.The modeled gravity was interpolated from observed gravity values.
 DU0631
 DU0631;                    North         East    Units  Estimated Accuracy
 DU0631;SPC AZ C     -   267,830.      237,260.      MT  (+/- 180 meters Scaled)
 DU0631
 DU0631                          SUPERSEDED SURVEY CONTROL
 DU0631
 DU0631  NAVD 88 (06/15/91)  447.485  (m)         1468.12   (f) UNKNOWN     1 1
 DU0631  NGVD 29 (??/??/92)  446.919  (m)         1466.27   (f) ADJ UNCH    1 1
 DU0631
 DU0631.Superseded values are not recommended for survey control.
 DU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0631.See file dsdata.txt to determine how the superseded data were derived.
 DU0631
 DU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB386975(NAD 83)
 DU0631_MARKER: DD = SURVEY DISK
 DU0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0631_SP_SET: ABUTMENT
 DU0631_STAMPING: 1465.42 497.12
 DU0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0631
 DU0631  HISTORY     - Date     Condition        Report By
 DU0631  HISTORY     - UNK      MONUMENTED       AZHD
 DU0631  HISTORY     - 1948     GOOD             NGS
 DU0631  HISTORY     - 1981     GOOD             NGS
 DU0631  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU0631  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0631
 DU0631                          STATION DESCRIPTION
 DU0631
 DU0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0631'6.4 MI W FROM APACHE JUNCTION.
 DU0631'ABOUT 6.4 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0631'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0631'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0631'WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0631
 DU0631                          STATION RECOVERY (1981)
 DU0631
 DU0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0631'3.9 KILOMETERS (2.4 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0631'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0631'WEST ABUTMENT OF THE DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR
 DU0631'THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1 MILE) EAST OF THE
 DU0631'CROSSOVER TO THE MOUNTAIN VIEW CEMETERY, 0.2 KILOMETER (0.1 MILE) WEST
 DU0631'OF THE CROSSOVER FOR THE 80TH AND SAGE STREET AND 5.0 METERS
 DU0631'(16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC
 DU0631'LANES.
 DU0631'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0631
 DU0631                          STATION RECOVERY (1994)
 DU0631
 DU0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU0631'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU0631
 DU0631                          STATION RECOVERY (2008)
 DU0631
 DU0631'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0631'THE CULVERT AT THE DESCRIBED LOCATION IS ALL CONCRETE, AND APPEARS TO
 DU0631'BE NEWER THAN DESCRIBED. NO MARK WITH THE CORRECT STAMPING WAS
 DU0631'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0630 ***********************************************************************
 DU0630  DESIGNATION -  1467.96
 DU0630  PID         -  DU0630
 DU0630  STATE/COUNTY-  AZ/MARICOPA
 DU0630  USGS QUAD   -  BUCKHORN (1982)
 DU0630
 DU0630                         *CURRENT SURVEY CONTROL
 DU0630  ___________________________________________________________________
 DU0630* NAD 83(1986)-  33 24 57.     (N)    111 39 36.     (W)     SCALED    
 DU0630* NAVD 88     -       448.25   (+/-2cm)    1470.6    (feet)  VERTCON   
 DU0630  ___________________________________________________________________
 DU0630  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0630  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0630
 DU0630.The horizontal coordinates were scaled from a topographic map and have
 DU0630.an estimated accuracy of +/- 6 seconds.
 DU0630
 DU0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0630.The vertical order pertains to the NGVD 29 superseded value.
 DU0630
 DU0630.The geoid height was determined by GEOID03.
 DU0630
 DU0630;                    North         East    Units  Estimated Accuracy
 DU0630;SPC AZ C     -   267,900.      237,230.      MT  (+/- 180 meters Scaled)
 DU0630
 DU0630                          SUPERSEDED SURVEY CONTROL
 DU0630
 DU0630  NGVD 29 (??/??/92)  447.693  (m)         1468.81   (f) ADJ UNCH    1 2
 DU0630
 DU0630.Superseded values are not recommended for survey control.
 DU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0630.See file dsdata.txt to determine how the superseded data were derived.
 DU0630
 DU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB386975(NAD 83)
 DU0630_MARKER: DD = SURVEY DISK
 DU0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0630_STAMPING: 1467.96 501.32
 DU0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0630+STABILITY: SURFACE MOTION
 DU0630
 DU0630  HISTORY     - Date     Condition        Report By
 DU0630  HISTORY     - UNK      MONUMENTED       AZHD
 DU0630  HISTORY     - 1948     GOOD             NGS
 DU0630  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0630  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0630
 DU0630                          STATION DESCRIPTION
 DU0630
 DU0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0630'6.3 MI W FROM APACHE JUNCTION.
 DU0630'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0630'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTHEAST
 DU0630'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DU0630'INCHES.
 DU0630
 DU0630                          STATION RECOVERY (1981)
 DU0630
 DU0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0630'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0630
 DU0630                          STATION RECOVERY (2008)
 DU0630
 DU0630'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0630'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0630'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0630'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0629 ***********************************************************************
 DU0629  DESIGNATION -  1468.58
 DU0629  PID         -  DU0629
 DU0629  STATE/COUNTY-  AZ/MARICOPA
 DU0629  USGS QUAD   -  BUCKHORN (1982)
 DU0629
 DU0629                         *CURRENT SURVEY CONTROL
 DU0629  ___________________________________________________________________
 DU0629* NAD 83(1986)-  33 24 57.     (N)    111 39 31.     (W)     SCALED    
 DU0629* NAVD 88     -       448.43   (+/-2cm)    1471.2    (feet)  VERTCON   
 DU0629  ___________________________________________________________________
 DU0629  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0629  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0629
 DU0629.The horizontal coordinates were scaled from a topographic map and have
 DU0629.an estimated accuracy of +/- 6 seconds.
 DU0629
 DU0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0629.The vertical order pertains to the NGVD 29 superseded value.
 DU0629
 DU0629.The geoid height was determined by GEOID03.
 DU0629
 DU0629;                    North         East    Units  Estimated Accuracy
 DU0629;SPC AZ C     -   267,900.      237,360.      MT  (+/- 180 meters Scaled)
 DU0629
 DU0629                          SUPERSEDED SURVEY CONTROL
 DU0629
 DU0629  NGVD 29 (??/??/92)  447.879  (m)         1469.42   (f) ADJ UNCH    1 2
 DU0629
 DU0629.Superseded values are not recommended for survey control.
 DU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0629.See file dsdata.txt to determine how the superseded data were derived.
 DU0629
 DU0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB387975(NAD 83)
 DU0629_MARKER: DD = SURVEY DISK
 DU0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0629_STAMPING: 1468.58 501.32
 DU0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0629+STABILITY: SURFACE MOTION
 DU0629
 DU0629  HISTORY     - Date     Condition        Report By
 DU0629  HISTORY     - UNK      MONUMENTED       AZHD
 DU0629  HISTORY     - 1948     GOOD             NGS
 DU0629  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0629  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0629
 DU0629                          STATION DESCRIPTION
 DU0629
 DU0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0629'6.3 MI W FROM APACHE JUNCTION.
 DU0629'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0629'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21.6 FEET EAST OF A
 DU0629'POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0629
 DU0629                          STATION RECOVERY (1981)
 DU0629
 DU0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0629'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0629
 DU0629                          STATION RECOVERY (2008)
 DU0629
 DU0629'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0629'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0629'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0629'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1157 ***********************************************************************
 CZ1157  DESIGNATION -  1469
 CZ1157  PID         -  CZ1157
 CZ1157  STATE/COUNTY-  AZ/PINAL
 CZ1157  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1157
 CZ1157                         *CURRENT SURVEY CONTROL
 CZ1157  ___________________________________________________________________
 CZ1157* NAD 83(1986)-  32 44 24.     (N)    111 47 30.     (W)     SCALED    
 CZ1157* NAVD 88     -       448.20   (+/-2cm)    1470.5    (feet)  VERTCON   
 CZ1157  ___________________________________________________________________
 CZ1157  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1157
 CZ1157.The horizontal coordinates were scaled from a topographic map and have
 CZ1157.an estimated accuracy of +/- 6 seconds.
 CZ1157
 CZ1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1157.The vertical order pertains to the NGVD 29 superseded value.
 CZ1157
 CZ1157.The geoid height was determined by GEOID03.
 CZ1157
 CZ1157;                    North         East    Units  Estimated Accuracy
 CZ1157;SPC AZ C     -   192,930.      225,080.      MT  (+/- 180 meters Scaled)
 CZ1157
 CZ1157                          SUPERSEDED SURVEY CONTROL
 CZ1157
 CZ1157  NGVD 29 (??/??/92)  447.600  (m)         1468.50   (f) ADJ UNCH    2 0
 CZ1157
 CZ1157.Superseded values are not recommended for survey control.
 CZ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1157.See file dsdata.txt to determine how the superseded data were derived.
 CZ1157
 CZ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB258227(NAD 83)
 CZ1157_MARKER: B = BOLT
 CZ1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1157+STABILITY: SURFACE MOTION
 CZ1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1157+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1157
 CZ1157  HISTORY     - Date     Condition        Report By
 CZ1157  HISTORY     - UNK      MONUMENTED       USGS
 CZ1157  HISTORY     - 1952     GOOD             NGS
 CZ1157  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1157
 CZ1157                          STATION DESCRIPTION
 CZ1157
 CZ1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1157'1.1 MI SW FROM CHIU CHUISCHU.
 CZ1157'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1157'OF CHIU CHUISCHU, 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS ROAD,
 CZ1157'THENCE 0.2 MILE WEST ALONG A TRACK ROAD, AT THE NORTHWEST BASE OF A
 CZ1157'BLACK ROCK KNOLL, 26 FEET EAST OF THE NORTH END OF THE MOST NORTHERLY
 CZ1157'OUTCROP, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, AN
 CZ1157'IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 CZ1157'THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 CZ1157
 CZ1157                          STATION RECOVERY (2008)
 CZ1157
 CZ1157'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1157'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1157'44.419' W111 47.494'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0364 ***********************************************************************
 CY0364  DESIGNATION -  147
 CY0364  PID         -  CY0364
 CY0364  STATE/COUNTY-  AZ/COCHISE
 CY0364  USGS QUAD   -  COCHISE (1985)
 CY0364
 CY0364                         *CURRENT SURVEY CONTROL
 CY0364  ___________________________________________________________________
 CY0364* NAD 83(1986)-  32 05 44.     (N)    109 56 08.     (W)     SCALED    
 CY0364* NAVD 88     -      1304.71   (+/-2cm)    4280.5    (feet)  VERTCON   
 CY0364  ___________________________________________________________________
 CY0364  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0364  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0364
 CY0364.The horizontal coordinates were scaled from a topographic map and have
 CY0364.an estimated accuracy of +/- 6 seconds.
 CY0364
 CY0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0364.The vertical order pertains to the NGVD 29 superseded value.
 CY0364
 CY0364.The geoid height was determined by GEOID03.
 CY0364
 CY0364;                    North         East    Units  Estimated Accuracy
 CY0364;SPC AZ E     -   121,490.      235,170.      MT  (+/- 180 meters Scaled)
 CY0364
 CY0364                          SUPERSEDED SURVEY CONTROL
 CY0364
 CY0364  NGVD 29 (??/??/92) 1303.933  (m)         4277.99   (f) ADJ UNCH    1 2
 CY0364
 CY0364.Superseded values are not recommended for survey control.
 CY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0364.See file dsdata.txt to determine how the superseded data were derived.
 CY0364
 CY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA004515(NAD 83)
 CY0364_MARKER: P = PIPE CAP
 CY0364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0364_STAMPING: 147 H 1907
 CY0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0364
 CY0364  HISTORY     - Date     Condition        Report By
 CY0364  HISTORY     - 1907     MONUMENTED       USGS
 CY0364  HISTORY     - 1952     GOOD             NGS
 CY0364
 CY0364                          STATION DESCRIPTION
 CY0364
 CY0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0364'1.6 MI SW FROM COCHISE.
 CY0364'1.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0364'THE STATION AT COCHISE, 0.3 MILE NORTHEAST OF MILEPOLE NUMBER 1062,
 CY0364'0.1 MILE SOUTHWEST OF BRIDGE NUMBER 1062.49, 248 1/2 FEET NORTHEAST OF
 CY0364'A SIGN READING ONE MILE TO COCHISE, 108.0 FEET EAST OF A SECTION CAR
 CY0364'SIDING, 99.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.4 FEET SOUTHEAST
 CY0364'OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2.0 FEET LOWER
 CY0364'THAN THE TRACK, AND SET IN THE TOP OF AN IRON PIPE PROJECTING 1.3 FEET
 CY0364'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0746 ***********************************************************************
 FR0746  DESIGNATION -  147 0
 FR0746  PID         -  FR0746
 FR0746  STATE/COUNTY-  AZ/YAVAPAI
 FR0746  USGS QUAD   -  AUDLEY (1980)
 FR0746
 FR0746                         *CURRENT SURVEY CONTROL
 FR0746  ___________________________________________________________________
 FR0746* NAD 83(1986)-  35 27 11.     (N)    113 05 54.     (W)     SCALED    
 FR0746* NAVD 88     -      1581.270  (meters)    5187.88   (feet)  ADJUSTED  
 FR0746  ___________________________________________________________________
 FR0746  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0746  DYNAMIC HT  -        1579.230 (meters)    5181.19  (feet)  COMP
 FR0746  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 FR0746
 FR0746  VERT ORDER  -  FIRST     CLASS II
 FR0746
 FR0746.The horizontal coordinates were scaled from a topographic map and have
 FR0746.an estimated accuracy of +/- 6 seconds.
 FR0746
 FR0746.The orthometric height was determined by differential leveling
 FR0746.and adjusted in June 1991.
 FR0746
 FR0746.The geoid height was determined by GEOID03.
 FR0746
 FR0746.The dynamic height is computed by dividing the NAVD 88
 FR0746.geopotential number by the normal gravity value computed on the
 FR0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0746.degrees latitude (g = 980.6199 gals.).
 FR0746
 FR0746.The modeled gravity was interpolated from observed gravity values.
 FR0746
 FR0746;                    North         East    Units  Estimated Accuracy
 FR0746;SPC AZ C     -   494,480.      106,090.      MT  (+/- 180 meters Scaled)
 FR0746
 FR0746                          SUPERSEDED SURVEY CONTROL
 FR0746
 FR0746.No superseded survey control is available for this station.
 FR0746
 FR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE095253(NAD 83)
 FR0746_MARKER: DB = BENCH MARK DISK
 FR0746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0746_SP_SET: COPPER-CLAD STEEL ROD
 FR0746_STAMPING: 147-0 1966
 FR0746_MARK LOGO: USGS  
 FR0746_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0746
 FR0746  HISTORY     - Date     Condition        Report By
 FR0746  HISTORY     - 1966     MONUMENTED       USGS
 FR0746  HISTORY     - 1982     GOOD             NGS
 FR0746
 FR0746                          STATION DESCRIPTION
 FR0746
 FR0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0746'26.1 KM (16.2 MI) NW FROM SELIGMAN.
 FR0746'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0746'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 12.9 KM (8.0 MI)
 FR0746'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0746'125, 0.3 KM (0.2 MI) SOUTHEAST OF A GUARD RAIL, AT A HIGHWAY SIGN
 FR0746'READING ASH FORK 40, 37.1 METERS (122 FT) SOUTHWEST OF THE CENTERLINE
 FR0746'OF THE HIGHWAY, 16.7 METERS (55 FT) SOUTHWEST OF A BRACE POST, 14.3
 FR0746'METERS (47 FT) SOUTHWEST OF A FENCE.
 FR0746'THE MARK IS 14.3 METERS  SW FROM A WITNESS POST.
 FR0746'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1232 ***********************************************************************
 DU1232  DESIGNATION -  147 DOR
 DU1232  PID         -  DU1232
 DU1232  STATE/COUNTY-  AZ/GILA
 DU1232  USGS QUAD   -  CEDAR CREEK (1978)
 DU1232
 DU1232                         *CURRENT SURVEY CONTROL
 DU1232  ___________________________________________________________________
 DU1232* NAD 83(1986)-  33 56 05.     (N)    110 12 15.     (W)     SCALED    
 DU1232* NAVD 88     -      1641.641  (meters)    5385.95   (feet)  ADJUSTED  
 DU1232  ___________________________________________________________________
 DU1232  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DU1232  DYNAMIC HT  -        1639.287 (meters)    5378.23  (feet)  COMP
 DU1232  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 DU1232
 DU1232  VERT ORDER  -  FIRST     CLASS II
 DU1232
 DU1232.The horizontal coordinates were scaled from a topographic map and have
 DU1232.an estimated accuracy of +/- 6 seconds.
 DU1232
 DU1232.The orthometric height was determined by differential leveling
 DU1232.and adjusted in June 1991.
 DU1232
 DU1232.The geoid height was determined by GEOID03.
 DU1232
 DU1232.The dynamic height is computed by dividing the NAVD 88
 DU1232.geopotential number by the normal gravity value computed on the
 DU1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1232.degrees latitude (g = 980.6199 gals.).
 DU1232
 DU1232.The modeled gravity was interpolated from observed gravity values.
 DU1232
 DU1232;                    North         East    Units  Estimated Accuracy
 DU1232;SPC AZ E     -   325,410.      209,890.      MT  (+/- 180 meters Scaled)
 DU1232
 DU1232                          SUPERSEDED SURVEY CONTROL
 DU1232
 DU1232.No superseded survey control is available for this station.
 DU1232
 DU1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC735552(NAD 83)
 DU1232_MARKER: DB = BENCH MARK DISK
 DU1232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1232_SP_SET: COPPER-CLAD STEEL ROD
 DU1232_STAMPING: 5383 147 DOR 1965
 DU1232_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1232
 DU1232  HISTORY     - Date     Condition        Report By
 DU1232  HISTORY     - 1965     MONUMENTED       USGS
 DU1232  HISTORY     - 1979     GOOD             NGS
 DU1232
 DU1232                          STATION DESCRIPTION
 DU1232
 DU1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1232'6.2 MI SE FROM CARRIZO JUNCTION.
 DU1232'6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1232'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.35 MILE SOUTHEAST OF HIGHWAY
 DU1232'MILE MARKER 316, 106 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1232'AND 0.8 FOOT SOUTHWEST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO
 DU1232'RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1232'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 DU1232'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0475 ***********************************************************************
 GQ0475  DESIGNATION -  147 DOR
 GQ0475  PID         -  GQ0475
 GQ0475  STATE/COUNTY-  AZ/MOHAVE
 GQ0475  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0475
 GQ0475                         *CURRENT SURVEY CONTROL
 GQ0475  ___________________________________________________________________
 GQ0475* NAD 83(1986)-  36 30 12.     (N)    113 25 49.     (W)     SCALED    
 GQ0475* NAVD 88     -      1642.836  (meters)    5389.87   (feet)  POSTED    
 GQ0475  ___________________________________________________________________
 GQ0475  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GQ0475  DYNAMIC HT  -        1640.890 (meters)    5383.49  (feet)  COMP
 GQ0475  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 GQ0475
 GQ0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0475
 GQ0475.The horizontal coordinates were scaled from a topographic map and have
 GQ0475.an estimated accuracy of +/- 6 seconds.
 GQ0475
 GQ0475.The orthometric height was determined by differential leveling
 GQ0475.and adjusted by the  in 1992.
 GQ0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0475.rate of 0.0 thru 1.0 mm/km.
 GQ0475
 GQ0475.The geoid height was determined by GEOID03.
 GQ0475
 GQ0475.The dynamic height is computed by dividing the NAVD 88
 GQ0475.geopotential number by the normal gravity value computed on the
 GQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0475.degrees latitude (g = 980.6199 gals.).
 GQ0475
 GQ0475.The modeled gravity was interpolated from observed gravity values.
 GQ0475
 GQ0475;                    North         East    Units  Estimated Accuracy
 GQ0475;SPC AZ W     -   610,430.      242,000.      MT  (+/- 180 meters Scaled)
 GQ0475
 GQ0475                          SUPERSEDED SURVEY CONTROL
 GQ0475
 GQ0475.No superseded survey control is available for this station.
 GQ0475
 GQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF823425(NAD 83)
 GQ0475_MARKER: DB = BENCH MARK DISK
 GQ0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0475_SP_SET: COPPER-CLAD STEEL ROD
 GQ0475_STAMPING: 147 DOR 1970 5387
 GQ0475_MARK LOGO: USGS  
 GQ0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0475
 GQ0475  HISTORY     - Date     Condition        Report By
 GQ0475  HISTORY     - 1970     MONUMENTED       USGS
 GQ0475
 GQ0475                          STATION DESCRIPTION
 GQ0475
 GQ0475'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0475'80.5 KM (50.00 MI) SSW FROM ST GEORGE UT.
 GQ0475'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0475'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0475'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0475'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 4.1 MILES SOUTHWEST TO THE
 GQ0475'TOP OF A RISE, 50 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH DEPTH
 GQ0475'UNKNOWN.
 GQ0475'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0716 ***********************************************************************
 GP0716  DESIGNATION -  147 DOR
 GP0716  PID         -  GP0716
 GP0716  STATE/COUNTY-  AZ/NAVAJO
 GP0716  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0716
 GP0716                         *CURRENT SURVEY CONTROL
 GP0716  ___________________________________________________________________
 GP0716* NAD 83(1986)-  36 35 36.     (N)    110 28 24.     (W)     SCALED    
 GP0716* NAVD 88     -      1963.473  (meters)    6441.83   (feet)  ADJUSTED  
 GP0716  ___________________________________________________________________
 GP0716  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GP0716  DYNAMIC HT  -        1961.007 (meters)    6433.74  (feet)  COMP
 GP0716  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 GP0716
 GP0716  VERT ORDER  -  SECOND    CLASS 0
 GP0716
 GP0716.The horizontal coordinates were scaled from a topographic map and have
 GP0716.an estimated accuracy of +/- 6 seconds.
 GP0716
 GP0716.The orthometric height was determined by differential leveling
 GP0716.and adjusted in June 1991.
 GP0716
 GP0716.The geoid height was determined by GEOID03.
 GP0716
 GP0716.The dynamic height is computed by dividing the NAVD 88
 GP0716.geopotential number by the normal gravity value computed on the
 GP0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0716.degrees latitude (g = 980.6199 gals.).
 GP0716
 GP0716.The modeled gravity was interpolated from observed gravity values.
 GP0716
 GP0716;                    North         East    Units  Estimated Accuracy
 GP0716;SPC AZ E     -   620,390.      185,920.      MT  (+/- 180 meters Scaled)
 GP0716
 GP0716                          SUPERSEDED SURVEY CONTROL
 GP0716
 GP0716.No superseded survey control is available for this station.
 GP0716
 GP0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF471498(NAD 83)
 GP0716_MARKER: DB = BENCH MARK DISK
 GP0716_SETTING: 80 = SET IN A BOULDER
 GP0716_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0716_STAMPING: 147 DOR 1969 6439
 GP0716_MARK LOGO: USGS  
 GP0716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0716+STABILITY: POSITION/ELEVATION WELL
 GP0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0716+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0716
 GP0716  HISTORY     - Date     Condition        Report By
 GP0716  HISTORY     - 1969     MONUMENTED       USGS
 GP0716
 GP0716                          STATION DESCRIPTION
 GP0716
 GP0716'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0716'FROM THE INTERSECTION OF STATE HIGHWAYS 164 AND 464 AT KAYENTA,
 GP0716'ARIZONA, PROCEED 16.7 MILES SOUTHWEST ALONG HIGHWAY 164, 150 FEET
 GP0716'EAST AND 9 FEET HIGHER THAN THE HIGHWAY, 8 FEET WEST OF A JUNIPER
 GP0716'TREE, 4 FEET EAST OF A WITNESS, IN A LARGE SANDSTONE BOULDER
 GP0716'PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0277 ***********************************************************************
 FS0277  DESIGNATION -  1471+75
 FS0277  PID         -  FS0277
 FS0277  STATE/COUNTY-  AZ/MOHAVE
 FS0277  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0277
 FS0277                         *CURRENT SURVEY CONTROL
 FS0277  ___________________________________________________________________
 FS0277* NAD 83(1986)-  35 43 00.     (N)    114 29 03.     (W)     SCALED    
 FS0277* NAVD 88     -       736.901  (meters)    2417.65   (feet)  POSTED    
 FS0277  ___________________________________________________________________
 FS0277  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FS0277  DYNAMIC HT  -         736.110 (meters)    2415.05  (feet)  COMP
 FS0277  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 FS0277
 FS0277  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0277
 FS0277.The horizontal coordinates were scaled from a topographic map and have
 FS0277.an estimated accuracy of +/- 6 seconds.
 FS0277
 FS0277.The orthometric height was determined by differential leveling
 FS0277.and adjusted by the  in 1992.
 FS0277.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0277.rate of 1.1 thru 2.0 mm/km.
 FS0277
 FS0277.The geoid height was determined by GEOID03.
 FS0277
 FS0277.The dynamic height is computed by dividing the NAVD 88
 FS0277.geopotential number by the normal gravity value computed on the
 FS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0277.degrees latitude (g = 980.6199 gals.).
 FS0277
 FS0277.The modeled gravity was interpolated from observed gravity values.
 FS0277
 FS0277;                    North         East    Units  Estimated Accuracy
 FS0277;SPC AZ W     -   523,340.      146,930.      MT  (+/- 180 meters Scaled)
 FS0277
 FS0277                          SUPERSEDED SURVEY CONTROL
 FS0277
 FS0277  NGVD 29 (??/??/92)  736.205  (m)         2415.37   (f) ADJ UNCH    1 1
 FS0277
 FS0277.Superseded values are not recommended for survey control.
 FS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0277.See file dsdata.txt to determine how the superseded data were derived.
 FS0277
 FS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV275554(NAD 83)
 FS0277_MARKER: DD = SURVEY DISK
 FS0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0277_SP_SET: CULVERT
 FS0277_STAMPING: 1471+75 2416.74 1936
 FS0277_MARK LOGO: AZHD  
 FS0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0277
 FS0277  HISTORY     - Date     Condition        Report By
 FS0277  HISTORY     - 1936     MONUMENTED       AZHD
 FS0277  HISTORY     - 1949     GOOD             NGS
 FS0277  HISTORY     - 1982     GOOD             NGS
 FS0277
 FS0277                          STATION DESCRIPTION
 FS0277
 FS0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0277'25.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0277'25.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0277'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILE SOUTHEAST
 FS0277'OF A RICHFIELD SERVICE STATION (DAILEYS SERVICE), AT A 4- BY
 FS0277'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0277'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 14.5 FEET SOUTHWEST
 FS0277'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 FS0277'THE HIGHWAY.
 FS0277
 FS0277                          STATION RECOVERY (1982)
 FS0277
 FS0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0277'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0628 ***********************************************************************
 DU0628  DESIGNATION -  1472.81
 DU0628  PID         -  DU0628
 DU0628  STATE/COUNTY-  AZ/MARICOPA
 DU0628  USGS QUAD   -  BUCKHORN (1982)
 DU0628
 DU0628                         *CURRENT SURVEY CONTROL
 DU0628  ___________________________________________________________________
 DU0628* NAD 83(1986)-  33 24 55.     (N)    111 39 19.     (W)     SCALED    
 DU0628* NAVD 88     -       449.727  (meters)    1475.48   (feet)  READJUSTED
 DU0628  ___________________________________________________________________
 DU0628  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0628  DYNAMIC HT  -         449.190 (meters)    1473.72  (feet)  COMP
 DU0628  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 DU0628
 DU0628  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DU0628
 DU0628.The horizontal coordinates were scaled from a topographic map and have
 DU0628.an estimated accuracy of +/- 6 seconds.
 DU0628
 DU0628.The orthometric height was determined by differential leveling
 DU0628.and adjusted in April 1999.
 DU0628.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DU0628.distribution rate greater than 8.0 mm/km.
 DU0628.The height was derived from older observations constrained to new
 DU0628.heights in a crustal motion area.  The height is approximate in
 DU0628.relation to other heights in its vicinity.
 DU0628
 DU0628.The geoid height was determined by GEOID03.
 DU0628
 DU0628.The dynamic height is computed by dividing the NAVD 88
 DU0628.geopotential number by the normal gravity value computed on the
 DU0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0628.degrees latitude (g = 980.6199 gals.).
 DU0628
 DU0628.The modeled gravity was interpolated from observed gravity values.
 DU0628
 DU0628;                    North         East    Units  Estimated Accuracy
 DU0628;SPC AZ C     -   267,840.      237,670.      MT  (+/- 180 meters Scaled)
 DU0628
 DU0628                          SUPERSEDED SURVEY CONTROL
 DU0628
 DU0628  NAVD 88 (06/15/91)  449.732  (m)         1475.50   (f) UNKNOWN     1 1
 DU0628  NGVD 29 (??/??/92)  449.153  (m)         1473.60   (f) ADJ UNCH    1 1
 DU0628
 DU0628.Superseded values are not recommended for survey control.
 DU0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0628.See file dsdata.txt to determine how the superseded data were derived.
 DU0628
 DU0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB390975(NAD 83)
 DU0628_MARKER: DD = SURVEY DISK
 DU0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0628_SP_SET: CULVERT
 DU0628_STAMPING: 1472.81 509.60
 DU0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0628+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0628
 DU0628  HISTORY     - Date     Condition        Report By
 DU0628  HISTORY     - UNK      MONUMENTED       AZHD
 DU0628  HISTORY     - 1948     GOOD             NGS
 DU0628  HISTORY     - 1981     GOOD             NGS
 DU0628  HISTORY     - 20060904 GOOD             GEOCAC
 DU0628
 DU0628                          STATION DESCRIPTION
 DU0628
 DU0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0628'6.1 MI W FROM APACHE JUNCTION.
 DU0628'ABOUT 6.1 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0628'24.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND IN
 DU0628'THE CENTER OF A 15-FEET LONG CONCRETE HEADWALL AND ABOUT LEVEL WITH
 DU0628'THE HIGHWAY.
 DU0628
 DU0628                          STATION RECOVERY (1981)
 DU0628
 DU0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0628'4.2 KILOMETERS (2.65 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80, AND 89
 DU0628'FROM THE POST OFFICE AT BUCKHORN, IN THE TOP CENTER OF THE NORTH
 DU0628'CONCRETE HEADWALL FOR TWO 60 CENTIMETER (24 INCHES) CONCRETE PIPE
 DU0628'CULVERTS FOR THE EASTBOUND HIGHWAY LANES, 5.8 METERS (19.0 FEET) NORTH
 DU0628'OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND 54.8 METERS
 DU0628'(180.0 FEET) EAST OF THE CENTERLINE OF 81ST STREET.
 DU0628
 DU0628                          STATION RECOVERY (2006)
 DU0628
 DU0628'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0631 ***********************************************************************
 CG0631  DESIGNATION -  1473+49.2
 CG0631  PID         -  CG0631
 CG0631  STATE/COUNTY-  AZ/PIMA
 CG0631  USGS QUAD   -  SELLS EAST (1982)
 CG0631
 CG0631                         *CURRENT SURVEY CONTROL
 CG0631  ___________________________________________________________________
 CG0631* NAD 83(1986)-  31 55 14.     (N)    111 49 24.     (W)     SCALED    
 CG0631* NAVD 88     -       765.88   (+/-2cm)    2512.7    (feet)  VERTCON   
 CG0631  ___________________________________________________________________
 CG0631  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CG0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0631
 CG0631.The horizontal coordinates were scaled from a topographic map and have
 CG0631.an estimated accuracy of +/- 6 seconds.
 CG0631
 CG0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0631.The vertical order pertains to the NGVD 29 superseded value.
 CG0631
 CG0631.The geoid height was determined by GEOID03.
 CG0631
 CG0631;                    North         East    Units  Estimated Accuracy
 CG0631;SPC AZ C     -   102,060.      222,190.      MT  (+/- 180 meters Scaled)
 CG0631
 CG0631                          SUPERSEDED SURVEY CONTROL
 CG0631
 CG0631  NGVD 29 (??/??/92)  765.174  (m)         2510.41   (f) ADJ UNCH    2 0
 CG0631
 CG0631.Superseded values are not recommended for survey control.
 CG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0631.See file dsdata.txt to determine how the superseded data were derived.
 CG0631
 CG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA221319(NAD 83)
 CG0631_MARKER: DD = SURVEY DISK
 CG0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0631_SP_SET: BRIDGE
 CG0631_STAMPING: 1473+49.2 ELEV. 2510 1947
 CG0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0631
 CG0631  HISTORY     - Date     Condition        Report By
 CG0631  HISTORY     - 1947     MONUMENTED       AZDT
 CG0631  HISTORY     - 1952     GOOD             NGS
 CG0631
 CG0631                          STATION DESCRIPTION
 CG0631
 CG0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0631'4.1 MI E FROM SELLS.
 CG0631'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0631'THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 86, IN THE TOP OF THE CENTER
 CG0631'OF THE SOUTH CONCRETE HEADWALL OF THE CONCRETE BRIDGE OVER A WASH, 9.1
 CG0631'FEET EAST OF THE WEST END, 17 FEET SOUTH OF THE CENTER LINE OF THE
 CG0631'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- A 7 WAS
 CG0631'STAMPED OVER A 5 ON THE STATION DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0126 ***********************************************************************
 DV0126  DESIGNATION -  1476.06
 DV0126  PID         -  DV0126
 DV0126  STATE/COUNTY-  AZ/MARICOPA
 DV0126  USGS QUAD   -  UNION HILLS (1981)
 DV0126
 DV0126                         *CURRENT SURVEY CONTROL
 DV0126  ___________________________________________________________________
 DV0126* NAD 83(1986)-  33 43 42.     (N)    112 07 16.     (W)     SCALED    
 DV0126* NAVD 88     -       450.32   (+/-2cm)    1477.4    (feet)  VERTCON   
 DV0126  ___________________________________________________________________
 DV0126  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV0126  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0126
 DV0126.The horizontal coordinates were scaled from a topographic map and have
 DV0126.an estimated accuracy of +/- 6 seconds.
 DV0126
 DV0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0126.The vertical order pertains to the NGVD 29 superseded value.
 DV0126
 DV0126.The geoid height was determined by GEOID03.
 DV0126
 DV0126;                    North         East    Units  Estimated Accuracy
 DV0126;SPC AZ C     -   302,540.      194,410.      MT  (+/- 180 meters Scaled)
 DV0126
 DV0126                          SUPERSEDED SURVEY CONTROL
 DV0126
 DV0126  NGVD 29 (??/??/92)  449.729  (m)         1475.49   (f) ADJ UNCH    1 2
 DV0126
 DV0126.Superseded values are not recommended for survey control.
 DV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0126.See file dsdata.txt to determine how the superseded data were derived.
 DV0126
 DV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961325(NAD 83)
 DV0126_MARKER: DD = SURVEY DISK
 DV0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0126_SP_SET: BRIDGE
 DV0126_STAMPING: 1476.06 965-66 50 1947
 DV0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0126
 DV0126  HISTORY     - Date     Condition        Report By
 DV0126  HISTORY     - 1948     MONUMENTED       AZHD
 DV0126  HISTORY     - 1948     GOOD             NGS
 DV0126  HISTORY     - 1970     MARK NOT FOUND   NGS
 DV0126  HISTORY     - 1977     GOOD             LOCENG
 DV0126
 DV0126                          STATION DESCRIPTION
 DV0126
 DV0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0126'15.9 MI NE FROM GLENDALE.
 DV0126'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0126'GLENDALE, THENCE 13.8 MILES NORTH ALONG THE OLD BLACK CANYON ROAD,
 DV0126'THENCE 0.3 MILES NORTH ALONG THE NEW BLACK CANYON ROAD.  AT THE LARGE
 DV0126'BRIDGE OVER THE SKUNK RIVER, 16.2 FEET WEST OF THE CENTER LINE OF THE
 DV0126'NEW BLACK CANYON ROAD, SET ON TOP AND IN THE CENTER OF THE WEST
 DV0126'CONCRETE WHEEL GUARD OF THE BRIDGE, 0.8 FOOT WEST OF THE EAST EDGE OF
 DV0126'THE CONCRETE WHEEL GUARD AND 1.2 FEET HIGHER THAN THE ROAD.
 DV0126
 DV0126                          STATION RECOVERY (1970)
 DV0126
 DV0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0126'MARK NOT FOUND.
 DV0126
 DV0126                          STATION RECOVERY (1977)
 DV0126
 DV0126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1555 ***********************************************************************
 CZ1555  DESIGNATION -  1476.19
 CZ1555  PID         -  CZ1555
 CZ1555  STATE/COUNTY-  AZ/PINAL
 CZ1555  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1555
 CZ1555                         *CURRENT SURVEY CONTROL
 CZ1555  ___________________________________________________________________
 CZ1555* NAD 83(1986)-  32 49 28.     (N)    111 41 44.     (W)     SCALED    
 CZ1555* NAVD 88     -       450.49   (+/-2cm)    1478.0    (feet)  VERTCON   
 CZ1555  ___________________________________________________________________
 CZ1555  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1555  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1555
 CZ1555.The horizontal coordinates were scaled from a topographic map and have
 CZ1555.an estimated accuracy of +/- 6 seconds.
 CZ1555
 CZ1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1555.The vertical order pertains to the NGVD 29 superseded value.
 CZ1555
 CZ1555.The geoid height was determined by GEOID03.
 CZ1555
 CZ1555;                    North         East    Units  Estimated Accuracy
 CZ1555;SPC AZ C     -   202,310.      234,060.      MT  (+/- 180 meters Scaled)
 CZ1555
 CZ1555                          SUPERSEDED SURVEY CONTROL
 CZ1555
 CZ1555  NGVD 29 (??/??/92)  449.942  (m)         1476.18   (f) ADJ UNCH    1 2
 CZ1555
 CZ1555.Superseded values are not recommended for survey control.
 CZ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1555.See file dsdata.txt to determine how the superseded data were derived.
 CZ1555
 CZ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB348320(NAD 83)
 CZ1555_MARKER: DD = SURVEY DISK
 CZ1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1555_SP_SET: CULVERT
 CZ1555_STAMPING: 1476.19
 CZ1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1555
 CZ1555  HISTORY     - Date     Condition        Report By
 CZ1555  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1555  HISTORY     - 1975     GOOD             AZDT
 CZ1555  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1555
 CZ1555                          STATION DESCRIPTION
 CZ1555
 CZ1555'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1555'5.65 MI SE FROM CASA BLANCA.
 CZ1555'FROM MILEPOST 177, I-8, EAST FOR 0.45 MILES AND TO THE STATION ON THE
 CZ1555'RIGHT.  50 FT. EAST OF A SIGN, EXIT 178A AND 178B.  30 FT. SOUTH OF
 CZ1555'THE EAST BOUND CENTERLINE.  AN AHD BRASS CAP, SET ON THE TOP AND
 CZ1555'CENTER OF A 12 FT. CULVERT HEADWALL.
 CZ1555
 CZ1555                          STATION RECOVERY (2007)
 CZ1555
 CZ1555'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0747 ***********************************************************************
 FR0747  DESIGNATION -  148 0
 FR0747  PID         -  FR0747
 FR0747  STATE/COUNTY-  AZ/YAVAPAI
 FR0747  USGS QUAD   -  AUDLEY (1980)
 FR0747
 FR0747                         *CURRENT SURVEY CONTROL
 FR0747  ___________________________________________________________________
 FR0747* NAD 83(1986)-  35 26 37.     (N)    113 05 00.     (W)     SCALED    
 FR0747* NAVD 88     -      1578.342  (meters)    5178.28   (feet)  ADJUSTED  
 FR0747  ___________________________________________________________________
 FR0747  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0747  DYNAMIC HT  -        1576.305 (meters)    5171.59  (feet)  COMP
 FR0747  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 FR0747
 FR0747  VERT ORDER  -  FIRST     CLASS II
 FR0747
 FR0747.The horizontal coordinates were scaled from a topographic map and have
 FR0747.an estimated accuracy of +/- 6 seconds.
 FR0747
 FR0747.The orthometric height was determined by differential leveling
 FR0747.and adjusted in June 1991.
 FR0747
 FR0747.The geoid height was determined by GEOID03.
 FR0747
 FR0747.The dynamic height is computed by dividing the NAVD 88
 FR0747.geopotential number by the normal gravity value computed on the
 FR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0747.degrees latitude (g = 980.6199 gals.).
 FR0747
 FR0747.The modeled gravity was interpolated from observed gravity values.
 FR0747
 FR0747;                    North         East    Units  Estimated Accuracy
 FR0747;SPC AZ C     -   493,410.      107,440.      MT  (+/- 180 meters Scaled)
 FR0747
 FR0747                          SUPERSEDED SURVEY CONTROL
 FR0747
 FR0747.No superseded survey control is available for this station.
 FR0747
 FR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE109242(NAD 83)
 FR0747_MARKER: DB = BENCH MARK DISK
 FR0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0747_SP_SET: COPPER-CLAD STEEL ROD
 FR0747_STAMPING: 148-0 1966
 FR0747_MARK LOGO: USGS  
 FR0747_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0747
 FR0747  HISTORY     - Date     Condition        Report By
 FR0747  HISTORY     - 1966     MONUMENTED       USGS
 FR0747  HISTORY     - 1982     GOOD             NGS
 FR0747
 FR0747                          STATION DESCRIPTION
 FR0747
 FR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0747'24.5 KM (15.2 MI) NW FROM SELIGMAN.
 FR0747'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0747'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 11.3 KM (7.0 MI)
 FR0747'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0747'126, 0.5 KM (0.3 MI) SOUTHEAST OF A ROAD LEADING NORTHEAST TO A BORROW
 FR0747'PIT, 0.3 KM (0.2 MI) NORTHWEST OF A GUARD RAIL, 42.6 METERS (140 FT)
 FR0747'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.5 METERS (64 FT)
 FR0747'SOUTHWEST OF A FENCE.
 FR0747'THE MARK IS 19.8 METERS  SW FROM A WITNESS POST.
 FR0747'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1234 ***********************************************************************
 DU1234  DESIGNATION -  148 DOR
 DU1234  PID         -  DU1234
 DU1234  STATE/COUNTY-  AZ/GILA
 DU1234  USGS QUAD   -  CEDAR CREEK (1978)
 DU1234
 DU1234                         *CURRENT SURVEY CONTROL
 DU1234  ___________________________________________________________________
 DU1234* NAD 83(1986)-  33 55 19.     (N)    110 11 46.     (W)     SCALED    
 DU1234* NAVD 88     -      1636.608  (meters)    5369.44   (feet)  ADJUSTED  
 DU1234  ___________________________________________________________________
 DU1234  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DU1234  DYNAMIC HT  -        1634.267 (meters)    5361.76  (feet)  COMP
 DU1234  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 DU1234
 DU1234  VERT ORDER  -  FIRST     CLASS II
 DU1234
 DU1234.The horizontal coordinates were scaled from a topographic map and have
 DU1234.an estimated accuracy of +/- 6 seconds.
 DU1234
 DU1234.The orthometric height was determined by differential leveling
 DU1234.and adjusted in June 1991.
 DU1234
 DU1234.The geoid height was determined by GEOID03.
 DU1234
 DU1234.The dynamic height is computed by dividing the NAVD 88
 DU1234.geopotential number by the normal gravity value computed on the
 DU1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1234.degrees latitude (g = 980.6199 gals.).
 DU1234
 DU1234.The modeled gravity was interpolated from observed gravity values.
 DU1234
 DU1234;                    North         East    Units  Estimated Accuracy
 DU1234;SPC AZ E     -   324,000.      210,640.      MT  (+/- 180 meters Scaled)
 DU1234
 DU1234                          SUPERSEDED SURVEY CONTROL
 DU1234
 DU1234.No superseded survey control is available for this station.
 DU1234
 DU1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC743537(NAD 83)
 DU1234_MARKER: DB = BENCH MARK DISK
 DU1234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1234_SP_SET: COPPER-CLAD STEEL ROD
 DU1234_STAMPING: 5367 148 DOR 1965
 DU1234_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1234
 DU1234  HISTORY     - Date     Condition        Report By
 DU1234  HISTORY     - 1965     MONUMENTED       USGS
 DU1234  HISTORY     - 1979     GOOD             NGS
 DU1234
 DU1234                          STATION DESCRIPTION
 DU1234
 DU1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1234'7.2 MI SE FROM CARRIZO JUNCTION.
 DU1234'7.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1234'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.4 MILE SOUTHEAST OF HIGHWAY
 DU1234'MILE MARKER 317, 97.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DU1234'HIGHWAY AND 0.9 FOOT EAST-NORTHEAST OF A BARBED WIRE FENCE.
 DU1234'NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO
 DU1234'REFUSAL.
 DU1234'THE MARK IS 1.6 FT  NE FROM A WITNESS POST.
 DU1234'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0477 ***********************************************************************
 GQ0477  DESIGNATION -  148 DOR
 GQ0477  PID         -  GQ0477
 GQ0477  STATE/COUNTY-  AZ/MOHAVE
 GQ0477  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0477
 GQ0477                         *CURRENT SURVEY CONTROL
 GQ0477  ___________________________________________________________________
 GQ0477* NAD 83(1986)-  36 29 26.     (N)    113 27 22.     (W)     SCALED    
 GQ0477* NAVD 88     -      1619.845  (meters)    5314.44   (feet)  POSTED    
 GQ0477  ___________________________________________________________________
 GQ0477  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 GQ0477  DYNAMIC HT  -        1617.910 (meters)    5308.09  (feet)  COMP
 GQ0477  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 GQ0477
 GQ0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0477
 GQ0477.The horizontal coordinates were scaled from a topographic map and have
 GQ0477.an estimated accuracy of +/- 6 seconds.
 GQ0477
 GQ0477.The orthometric height was determined by differential leveling
 GQ0477.and adjusted by the  in 1992.
 GQ0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0477.rate of 0.0 thru 1.0 mm/km.
 GQ0477
 GQ0477.The geoid height was determined by GEOID03.
 GQ0477
 GQ0477.The dynamic height is computed by dividing the NAVD 88
 GQ0477.geopotential number by the normal gravity value computed on the
 GQ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0477.degrees latitude (g = 980.6199 gals.).
 GQ0477
 GQ0477.The modeled gravity was interpolated from observed gravity values.
 GQ0477
 GQ0477;                    North         East    Units  Estimated Accuracy
 GQ0477;SPC AZ W     -   609,000.      239,690.      MT  (+/- 180 meters Scaled)
 GQ0477
 GQ0477                          SUPERSEDED SURVEY CONTROL
 GQ0477
 GQ0477.No superseded survey control is available for this station.
 GQ0477
 GQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF799411(NAD 83)
 GQ0477_MARKER: DB = BENCH MARK DISK
 GQ0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0477_SP_SET: COPPER-CLAD STEEL ROD
 GQ0477_STAMPING: 148 DOR 1970 5311
 GQ0477_MARK LOGO: USGS  
 GQ0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0477
 GQ0477  HISTORY     - Date     Condition        Report By
 GQ0477  HISTORY     - 1970     MONUMENTED       USGS
 GQ0477
 GQ0477                          STATION DESCRIPTION
 GQ0477
 GQ0477'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0477'83.4 KM (51.80 MI) SSE FROM ST GEORGE UT.
 GQ0477'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0477'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0477'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0477'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 5.9 MILES SOUTHWEST, 0.4
 GQ0477'MILES SOUTH OF A CATTLEGUARD, 50 FEET EAST OF THE ROAD.  ROD DEPTH
 GQ0477'UNKNOWN.
 GQ0477'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0477'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0474 ***********************************************************************
 FR0474  DESIGNATION -  148.80
 FR0474  PID         -  FR0474
 FR0474  STATE/COUNTY-  AZ/MOHAVE
 FR0474  USGS QUAD   -  VALENTINE (1980)
 FR0474
 FR0474                         *CURRENT SURVEY CONTROL
 FR0474  ___________________________________________________________________
 FR0474* NAD 83(1986)-  35 22 46.     (N)    113 43 40.     (W)     SCALED    
 FR0474* NAVD 88     -      1080.101  (meters)    3543.63   (feet)  POSTED    
 FR0474  ___________________________________________________________________
 FR0474  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FR0474  DYNAMIC HT  -        1078.810 (meters)    3539.40  (feet)  COMP
 FR0474  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 FR0474
 FR0474  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0474
 FR0474.The horizontal coordinates were scaled from a topographic map and have
 FR0474.an estimated accuracy of +/- 6 seconds.
 FR0474
 FR0474.The orthometric height was determined by differential leveling
 FR0474.and adjusted by the  in 1992.
 FR0474.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0474.rate of 1.1 thru 2.0 mm/km.
 FR0474
 FR0474.The geoid height was determined by GEOID03.
 FR0474
 FR0474.The dynamic height is computed by dividing the NAVD 88
 FR0474.geopotential number by the normal gravity value computed on the
 FR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0474.degrees latitude (g = 980.6199 gals.).
 FR0474
 FR0474.The modeled gravity was interpolated from observed gravity values.
 FR0474
 FR0474;                    North         East    Units  Estimated Accuracy
 FR0474;SPC AZ W     -   485,680.      215,380.      MT  (+/- 180 meters Scaled)
 FR0474
 FR0474                          SUPERSEDED SURVEY CONTROL
 FR0474
 FR0474  NGVD 29 (??/??/92) 1079.300  (m)         3541.00   (f) ADJ UNCH    1 1
 FR0474
 FR0474.Superseded values are not recommended for survey control.
 FR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0474.See file dsdata.txt to determine how the superseded data were derived.
 FR0474
 FR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE522185(NAD 83)
 FR0474_MARKER: DD = SURVEY DISK
 FR0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0474_SP_SET: CURB
 FR0474_STAMPING: 3540.65 148.80 1931
 FR0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0474
 FR0474  HISTORY     - Date     Condition        Report By
 FR0474  HISTORY     - 1931     MONUMENTED       AZHD
 FR0474  HISTORY     - 1940     GOOD             NGS
 FR0474  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0474
 FR0474                          STATION DESCRIPTION
 FR0474
 FR0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0474'0.5 MI NW FROM HACKBERRY.
 FR0474'0.5 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0474'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, ON THE RIGHT OF WAY OF
 FR0474'U.S. HIGHWAY 66, AT THE CONCRETE HIGHWAY BRIDGE OVER HACKBERRY WASH,
 FR0474'AT THE CENTER OF THE SOUTH SIDE, IN THE TOP OF THE CURB, AND 0.7 FOOT
 FR0474'ABOVE THE LEVEL OF THE BRIDGE FLOOR.  AN ARIZONA STATE HIGHWAY
 FR0474'DEPARTMENT STANDARD DISK, STAMPED 3540.65 148.80 1931.
 FR0474
 FR0474                          STATION RECOVERY (1982)
 FR0474
 FR0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0474'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0298 ***********************************************************************
 DV0298  DESIGNATION -  1481
 DV0298  PID         -  DV0298
 DV0298  STATE/COUNTY-  AZ/MARICOPA
 DV0298  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0298
 DV0298                         *CURRENT SURVEY CONTROL
 DV0298  ___________________________________________________________________
 DV0298* NAD 83(1986)-  33 00 45.     (N)    112 23 40.     (W)     SCALED    
 DV0298* NAVD 88     -       451.981  (meters)    1482.87   (feet)  ADJUSTED  
 DV0298  ___________________________________________________________________
 DV0298  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV0298  DYNAMIC HT  -         451.432 (meters)    1481.07  (feet)  COMP
 DV0298  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 DV0298
 DV0298  VERT ORDER  -  FIRST     CLASS II
 DV0298
 DV0298.The horizontal coordinates were scaled from a topographic map and have
 DV0298.an estimated accuracy of +/- 6 seconds.
 DV0298
 DV0298.The orthometric height was determined by differential leveling
 DV0298.and adjusted in June 1991.
 DV0298
 DV0298.The geoid height was determined by GEOID03.
 DV0298
 DV0298.The dynamic height is computed by dividing the NAVD 88
 DV0298.geopotential number by the normal gravity value computed on the
 DV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0298.degrees latitude (g = 980.6199 gals.).
 DV0298
 DV0298.The modeled gravity was interpolated from observed gravity values.
 DV0298
 DV0298;                    North         East    Units  Estimated Accuracy
 DV0298;SPC AZ C     -   223,240.      168,720.      MT  (+/- 180 meters Scaled)
 DV0298
 DV0298                          SUPERSEDED SURVEY CONTROL
 DV0298
 DV0298  NGVD 29 (??/??/92)  451.346  (m)         1480.79   (f) ADJ UNCH    1 2
 DV0298
 DV0298.Superseded values are not recommended for survey control.
 DV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0298.See file dsdata.txt to determine how the superseded data were derived.
 DV0298
 DV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB697535(NAD 83)
 DV0298_MARKER: P = PIPE CAP
 DV0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0298
 DV0298  HISTORY     - Date     Condition        Report By
 DV0298  HISTORY     - UNK      MONUMENTED       USGS
 DV0298  HISTORY     - 1967     GOOD             NGS
 DV0298  HISTORY     - 1980     GOOD             NGS
 DV0298  HISTORY     - 1980     GOOD             NGS
 DV0298
 DV0298                          STATION DESCRIPTION
 DV0298
 DV0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0298'7.75 MI W FROM MOBILE.
 DV0298'ABOUT 7.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0298'NELSON ELEMENTARY SCHOOL AT MOBILE, 41 FEET SOUTHEAST OF THE SOUTHEAST
 DV0298'RAIL OF THE MAIN TRACK, 97 FEET EAST OF THE EAST CORNER OF THE
 DV0298'NORTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER 876.64, 51 FEET NORTHWEST
 DV0298'OF A POWER POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, A U. S.
 DV0298'GEOLOGICAL SURVEY CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 DV0298'7 INCHES.
 DV0298
 DV0298                          STATION RECOVERY (1980)
 DV0298
 DV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0298'RECOVERED IN GOOD CONDITION.
 DV0298
 DV0298                          STATION RECOVERY (1980)
 DV0298
 DV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0627 ***********************************************************************
 DU0627  DESIGNATION -  1484.77
 DU0627  PID         -  DU0627
 DU0627  STATE/COUNTY-  AZ/MARICOPA
 DU0627  USGS QUAD   -  BUCKHORN (1982)
 DU0627
 DU0627                         *CURRENT SURVEY CONTROL
 DU0627  ___________________________________________________________________
 DU0627* NAD 83(1986)-  33 24 57.     (N)    111 39 04.     (W)     SCALED    
 DU0627* NAVD 88     -       453.36   (+/-2cm)    1487.4    (feet)  VERTCON   
 DU0627  ___________________________________________________________________
 DU0627  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0627  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0627
 DU0627.The horizontal coordinates were scaled from a topographic map and have
 DU0627.an estimated accuracy of +/- 6 seconds.
 DU0627
 DU0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0627.The vertical order pertains to the NGVD 29 superseded value.
 DU0627
 DU0627.The geoid height was determined by GEOID03.
 DU0627
 DU0627;                    North         East    Units  Estimated Accuracy
 DU0627;SPC AZ C     -   267,900.      238,060.      MT  (+/- 180 meters Scaled)
 DU0627
 DU0627                          SUPERSEDED SURVEY CONTROL
 DU0627
 DU0627  NGVD 29 (??/??/92)  452.804  (m)         1485.57   (f) ADJ UNCH    1 2
 DU0627
 DU0627.Superseded values are not recommended for survey control.
 DU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0627.See file dsdata.txt to determine how the superseded data were derived.
 DU0627
 DU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB394975(NAD 83)
 DU0627_MARKER: DD = SURVEY DISK
 DU0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0627_STAMPING: 1484.77 527.80
 DU0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0627+STABILITY: SURFACE MOTION
 DU0627
 DU0627  HISTORY     - Date     Condition        Report By
 DU0627  HISTORY     - UNK      MONUMENTED       AZHD
 DU0627  HISTORY     - 1948     GOOD             NGS
 DU0627  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0627  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0627
 DU0627                          STATION DESCRIPTION
 DU0627
 DU0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0627'5.8 MI W FROM APACHE JUNCTION.
 DU0627'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0627'51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET SOUTH OF
 DU0627'MILEPOST NO. 190, 17.8 FEET EAST OF A CORNER FENCE POST, SET IN THE
 DU0627'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0627
 DU0627                          STATION RECOVERY (1981)
 DU0627
 DU0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0627'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0627
 DU0627                          STATION RECOVERY (2008)
 DU0627
 DU0627'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0627'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0627'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0627'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0014 ***********************************************************************
 DA0014  DESIGNATION -  1486
 DA0014  PID         -  DA0014
 DA0014  STATE/COUNTY-  AZ/MARICOPA
 DA0014  USGS QUAD   -  ESTRELLA (1979)
 DA0014
 DA0014                         *CURRENT SURVEY CONTROL
 DA0014  ___________________________________________________________________
 DA0014* NAD 83(1986)-  32 59 38.     (N)    112 26 28.     (W)     SCALED    
 DA0014* NAVD 88     -       453.79   (+/-2cm)    1488.8    (feet)  VERTCON   
 DA0014  ___________________________________________________________________
 DA0014  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0014  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0014
 DA0014.The horizontal coordinates were scaled from a topographic map and have
 DA0014.an estimated accuracy of +/- 6 seconds.
 DA0014
 DA0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0014.The vertical order pertains to the NGVD 29 superseded value.
 DA0014
 DA0014.The geoid height was determined by GEOID03.
 DA0014
 DA0014;                    North         East    Units  Estimated Accuracy
 DA0014;SPC AZ C     -   221,200.      164,350.      MT  (+/- 180 meters Scaled)
 DA0014
 DA0014                          SUPERSEDED SURVEY CONTROL
 DA0014
 DA0014  NGVD 29 (??/??/92)  453.14   (m)         1486.7    (f) COMPUTED    1 2
 DA0014
 DA0014.Superseded values are not recommended for survey control.
 DA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0014.See file dsdata.txt to determine how the superseded data were derived.
 DA0014
 DA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB653515(NAD 83)
 DA0014_MARKER: P = PIPE CAP
 DA0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0014
 DA0014  HISTORY     - Date     Condition        Report By
 DA0014  HISTORY     - UNK      MONUMENTED       USGS
 DA0014  HISTORY     - 1967     MARK NOT FOUND   NGS
 DA0014
 DA0014                          STATION DESCRIPTION
 DA0014
 DA0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0014'1.1 MI W FROM ESTRELLA.
 DA0014'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DA0014'STATION AT ESTRALLA, MARICOPA COUNTY, 0.2 MILE EAST OF BRIDGE 872.34,
 DA0014'0.1 MILE WEST OF BRIDGE 872.64, 41.6 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0279 ***********************************************************************
 FS0279  DESIGNATION -  1487+40
 FS0279  PID         -  FS0279
 FS0279  STATE/COUNTY-  AZ/MOHAVE
 FS0279  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0279
 FS0279                         *CURRENT SURVEY CONTROL
 FS0279  ___________________________________________________________________
 FS0279* NAD 83(1986)-  35 43 14.     (N)    114 29 09.     (W)     SCALED    
 FS0279* NAVD 88     -       737.543  (meters)    2419.76   (feet)  POSTED    
 FS0279  ___________________________________________________________________
 FS0279  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0279  DYNAMIC HT  -         736.750 (meters)    2417.15  (feet)  COMP
 FS0279  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 FS0279
 FS0279  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0279
 FS0279.The horizontal coordinates were scaled from a topographic map and have
 FS0279.an estimated accuracy of +/- 6 seconds.
 FS0279
 FS0279.The orthometric height was determined by differential leveling
 FS0279.and adjusted by the  in 1992.
 FS0279.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0279.rate of 1.1 thru 2.0 mm/km.
 FS0279
 FS0279.The geoid height was determined by GEOID03.
 FS0279
 FS0279.The dynamic height is computed by dividing the NAVD 88
 FS0279.geopotential number by the normal gravity value computed on the
 FS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0279.degrees latitude (g = 980.6199 gals.).
 FS0279
 FS0279.The modeled gravity was interpolated from observed gravity values.
 FS0279
 FS0279;                    North         East    Units  Estimated Accuracy
 FS0279;SPC AZ W     -   523,780.      146,790.      MT  (+/- 180 meters Scaled)
 FS0279
 FS0279                          SUPERSEDED SURVEY CONTROL
 FS0279
 FS0279  NGVD 29 (??/??/92)  736.849  (m)         2417.48   (f) ADJ UNCH    1 1
 FS0279
 FS0279.Superseded values are not recommended for survey control.
 FS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0279.See file dsdata.txt to determine how the superseded data were derived.
 FS0279
 FS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV274558(NAD 83)
 FS0279_MARKER: DD = SURVEY DISK
 FS0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0279_SP_SET: CULVERT
 FS0279_STAMPING: 1487+40 2418.93 1936
 FS0279_MARK LOGO: AZHD  
 FS0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0279
 FS0279  HISTORY     - Date     Condition        Report By
 FS0279  HISTORY     - 1936     MONUMENTED       AZHD
 FS0279  HISTORY     - 1949     GOOD             NGS
 FS0279  HISTORY     - 1982     GOOD             NGS
 FS0279  HISTORY     - 19870304 GOOD             USPSQD
 FS0279
 FS0279                          STATION DESCRIPTION
 FS0279
 FS0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0279'26 MI NW FROM GRASSHOPPER JUNCTION.
 FS0279'26.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0279'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 50 YARDS NORTH
 FS0279'OF THE NORTH CORNER OF A RICHFIELD SERVICE STATION (DAILEYS
 FS0279'SERVICE), AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0279'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5 FEET
 FS0279'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0279'HIGHER THAN THE HIGHWAY.
 FS0279
 FS0279                          STATION RECOVERY (1982)
 FS0279
 FS0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0279'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0279
 FS0279                          STATION RECOVERY (1987)
 FS0279
 FS0279'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0625 ***********************************************************************
 DU0625  DESIGNATION -  1489.18
 DU0625  PID         -  DU0625
 DU0625  STATE/COUNTY-  AZ/MARICOPA
 DU0625  USGS QUAD   -  BUCKHORN (1982)
 DU0625
 DU0625                         *CURRENT SURVEY CONTROL
 DU0625  ___________________________________________________________________
 DU0625* NAD 83(1986)-  33 24 55.     (N)    111 38 53.     (W)     SCALED    
 DU0625* NAVD 88     -       454.738  (meters)    1491.92   (feet)  ADJUSTED  
 DU0625  ___________________________________________________________________
 DU0625  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0625  DYNAMIC HT  -         454.195 (meters)    1490.14  (feet)  COMP
 DU0625  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 DU0625
 DU0625  VERT ORDER  -  FIRST     CLASS II
 DU0625
 DU0625.The horizontal coordinates were scaled from a topographic map and have
 DU0625.an estimated accuracy of +/- 6 seconds.
 DU0625
 DU0625.The orthometric height was determined by differential leveling
 DU0625.and adjusted in June 1991.
 DU0625
 DU0625.The geoid height was determined by GEOID03.
 DU0625
 DU0625.The dynamic height is computed by dividing the NAVD 88
 DU0625.geopotential number by the normal gravity value computed on the
 DU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0625.degrees latitude (g = 980.6199 gals.).
 DU0625
 DU0625.The modeled gravity was interpolated from observed gravity values.
 DU0625
 DU0625;                    North         East    Units  Estimated Accuracy
 DU0625;SPC AZ C     -   267,840.      238,340.      MT  (+/- 180 meters Scaled)
 DU0625
 DU0625                          SUPERSEDED SURVEY CONTROL
 DU0625
 DU0625  NGVD 29 (??/??/92)  454.152  (m)         1490.00   (f) ADJ UNCH    1 2
 DU0625
 DU0625.Superseded values are not recommended for survey control.
 DU0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0625.See file dsdata.txt to determine how the superseded data were derived.
 DU0625
 DU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB397975(NAD 83)
 DU0625_MARKER: DD = SURVEY DISK
 DU0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0625_SP_SET: ABUTMENT
 DU0625_STAMPING: 1489.18 531.51
 DU0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0625+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0625
 DU0625  HISTORY     - Date     Condition        Report By
 DU0625  HISTORY     - UNK      MONUMENTED       AZHD
 DU0625  HISTORY     - 1948     GOOD             NGS
 DU0625  HISTORY     - 1981     GOOD             NGS
 DU0625  HISTORY     - 20060904 GOOD             GEOCAC
 DU0625
 DU0625                          STATION DESCRIPTION
 DU0625
 DU0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0625'5.8 MI W FROM APACHE JUNCTION.
 DU0625'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0625'21.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0625'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0625'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0625
 DU0625                          STATION RECOVERY (1981)
 DU0625
 DU0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0625'4.8 KILOMETERS (3.0 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0625'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END
 DU0625'OF THE WEST ABUTMENT OF THE 1.5 X 1.2 METER (5 X 4 FEET) BOX CULVERT
 DU0625'WITH A WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER
 DU0625'(0.1 MILE) EAST OF 84TH STREET AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0625'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES.
 DU0625'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0625
 DU0625                          STATION RECOVERY (2006)
 DU0625
 DU0625'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0625'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0080 ***********************************************************************
 CH0080  DESIGNATION -  1489.20
 CH0080  PID         -  CH0080
 CH0080  STATE/COUNTY-  AZ/PIMA
 CH0080  USGS QUAD   -  LUKEVILLE (1988)
 CH0080
 CH0080                         *CURRENT SURVEY CONTROL
 CH0080  ___________________________________________________________________
 CH0080* NAD 83(1986)-  31 54 20.     (N)    112 48 41.     (W)     SCALED    
 CH0080* NAVD 88     -       454.040  (meters)    1489.63   (feet)  ADJUSTED  
 CH0080  ___________________________________________________________________
 CH0080  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CH0080  DYNAMIC HT  -         453.448 (meters)    1487.69  (feet)  COMP
 CH0080  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CH0080
 CH0080  VERT ORDER  -  FIRST     CLASS II
 CH0080
 CH0080.The horizontal coordinates were scaled from a topographic map and have
 CH0080.an estimated accuracy of +/- 6 seconds.
 CH0080
 CH0080.The orthometric height was determined by differential leveling
 CH0080.and adjusted in June 1991.
 CH0080
 CH0080.The geoid height was determined by GEOID03.
 CH0080
 CH0080.The dynamic height is computed by dividing the NAVD 88
 CH0080.geopotential number by the normal gravity value computed on the
 CH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0080.degrees latitude (g = 980.6199 gals.).
 CH0080
 CH0080.The modeled gravity was interpolated from observed gravity values.
 CH0080
 CH0080;                    North         East    Units  Estimated Accuracy
 CH0080;SPC AZ C     -   100,750.      128,740.      MT  (+/- 180 meters Scaled)
 CH0080
 CH0080                          SUPERSEDED SURVEY CONTROL
 CH0080
 CH0080  NGVD 29 (??/??/92)  453.294  (m)         1487.18   (f) ADJ UNCH    1 2
 CH0080
 CH0080.Superseded values are not recommended for survey control.
 CH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0080.See file dsdata.txt to determine how the superseded data were derived.
 CH0080
 CH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA287313(NAD 83)
 CH0080_MARKER: DD = SURVEY DISK
 CH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0080_STAMPING: 98 48.76 1489.20 1A
 CH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0080+STABILITY: SURFACE MOTION
 CH0080
 CH0080  HISTORY     - Date     Condition        Report By
 CH0080  HISTORY     - UNK      MONUMENTED       USDA
 CH0080  HISTORY     - 1953     GOOD             NGS
 CH0080  HISTORY     - 1981     GOOD             NGS
 CH0080  HISTORY     - 19941110 GOOD             USPSQD
 CH0080
 CH0080                          STATION DESCRIPTION
 CH0080
 CH0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0080'1.8 MI N FROM LUKEVILLE.
 CH0080'1.8 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0080'LUKEVILLE, AT THE SOUTH END OF A TURN IN THE HIGHWAY, 101 FEET WEST OF
 CH0080'THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTH OF A WITNESS POST,
 CH0080'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0080'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0080
 CH0080                          STATION RECOVERY (1981)
 CH0080
 CH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0080'RECOVERED IN GOOD CONDITION.
 CH0080
 CH0080                          STATION RECOVERY (1994)
 CH0080
 CH0080'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0081 ***********************************************************************
 CH0081  DESIGNATION -  1489.24
 CH0081  PID         -  CH0081
 CH0081  STATE/COUNTY-  AZ/PIMA
 CH0081  USGS QUAD   -  LUKEVILLE (1988)
 CH0081
 CH0081                         *CURRENT SURVEY CONTROL
 CH0081  ___________________________________________________________________
 CH0081* NAD 83(1986)-  31 54 20.     (N)    112 48 41.     (W)     SCALED    
 CH0081* NAVD 88     -       454.055  (meters)    1489.68   (feet)  ADJUSTED  
 CH0081  ___________________________________________________________________
 CH0081  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CH0081  DYNAMIC HT  -         453.463 (meters)    1487.74  (feet)  COMP
 CH0081  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CH0081
 CH0081  VERT ORDER  -  FIRST     CLASS II
 CH0081
 CH0081.The horizontal coordinates were scaled from a topographic map and have
 CH0081.an estimated accuracy of +/- 6 seconds.
 CH0081
 CH0081.The orthometric height was determined by differential leveling
 CH0081.and adjusted in June 1991.
 CH0081
 CH0081.The geoid height was determined by GEOID03.
 CH0081
 CH0081.The dynamic height is computed by dividing the NAVD 88
 CH0081.geopotential number by the normal gravity value computed on the
 CH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0081.degrees latitude (g = 980.6199 gals.).
 CH0081
 CH0081.The modeled gravity was interpolated from observed gravity values.
 CH0081
 CH0081;                    North         East    Units  Estimated Accuracy
 CH0081;SPC AZ C     -   100,750.      128,740.      MT  (+/- 180 meters Scaled)
 CH0081
 CH0081                          SUPERSEDED SURVEY CONTROL
 CH0081
 CH0081  NGVD 29 (??/??/92)  453.310  (m)         1487.23   (f) ADJ UNCH    1 2
 CH0081
 CH0081.Superseded values are not recommended for survey control.
 CH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0081.See file dsdata.txt to determine how the superseded data were derived.
 CH0081
 CH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA287313(NAD 83)
 CH0081_MARKER: DD = SURVEY DISK
 CH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0081_STAMPING: 98 48.76 1489.24 1A
 CH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0081+STABILITY: SURFACE MOTION
 CH0081
 CH0081  HISTORY     - Date     Condition        Report By
 CH0081  HISTORY     - UNK      MONUMENTED       USDA
 CH0081  HISTORY     - 1953     GOOD             NGS
 CH0081  HISTORY     - 1981     GOOD             NGS
 CH0081  HISTORY     - 19941110 GOOD             USPSQD
 CH0081
 CH0081                          STATION DESCRIPTION
 CH0081
 CH0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0081'1.8 MI N FROM LUKEVILLE.
 CH0081'1.8 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0081'LUKEVILLE, AT THE SOUTH END OF A TURN IN THE HIGHWAY, 99 1/2 FEET EAST
 CH0081'OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTH OF A WITNESS POST,
 CH0081'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0081'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0081
 CH0081                          STATION RECOVERY (1981)
 CH0081
 CH0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0081'RECOVERED IN GOOD CONDITION.
 CH0081
 CH0081                          STATION RECOVERY (1994)
 CH0081
 CH0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0748 ***********************************************************************
 FR0748  DESIGNATION -  149 0
 FR0748  PID         -  FR0748
 FR0748  STATE/COUNTY-  AZ/YAVAPAI
 FR0748  USGS QUAD   -  AUDLEY (1980)
 FR0748
 FR0748                         *CURRENT SURVEY CONTROL
 FR0748  ___________________________________________________________________
 FR0748* NAD 83(1986)-  35 26 08.     (N)    113 04 15.     (W)     SCALED    
 FR0748* NAVD 88     -      1574.685  (meters)    5166.28   (feet)  ADJUSTED  
 FR0748  ___________________________________________________________________
 FR0748  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0748  DYNAMIC HT  -        1572.657 (meters)    5159.63  (feet)  COMP
 FR0748  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 FR0748
 FR0748  VERT ORDER  -  FIRST     CLASS II
 FR0748
 FR0748.The horizontal coordinates were scaled from a topographic map and have
 FR0748.an estimated accuracy of +/- 6 seconds.
 FR0748
 FR0748.The orthometric height was determined by differential leveling
 FR0748.and adjusted in June 1991.
 FR0748
 FR0748.The geoid height was determined by GEOID03.
 FR0748
 FR0748.The dynamic height is computed by dividing the NAVD 88
 FR0748.geopotential number by the normal gravity value computed on the
 FR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0748.degrees latitude (g = 980.6199 gals.).
 FR0748
 FR0748.The modeled gravity was interpolated from observed gravity values.
 FR0748
 FR0748;                    North         East    Units  Estimated Accuracy
 FR0748;SPC AZ C     -   492,500.      108,570.      MT  (+/- 180 meters Scaled)
 FR0748
 FR0748                          SUPERSEDED SURVEY CONTROL
 FR0748
 FR0748.No superseded survey control is available for this station.
 FR0748
 FR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE120233(NAD 83)
 FR0748_MARKER: DB = BENCH MARK DISK
 FR0748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0748_SP_SET: COPPER-CLAD STEEL ROD
 FR0748_STAMPING: 149-0 1966
 FR0748_MARK LOGO: USGS  
 FR0748_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0748
 FR0748  HISTORY     - Date     Condition        Report By
 FR0748  HISTORY     - 1966     MONUMENTED       USGS
 FR0748  HISTORY     - 1982     GOOD             NGS
 FR0748
 FR0748                          STATION DESCRIPTION
 FR0748
 FR0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0748'22.8 KM (14.2 MI) NW FROM SELIGMAN.
 FR0748'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0748'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 9.6 KM (6.0 MI)
 FR0748'NORTHWEST ALONG US HIGHWAY 66, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 FR0748'127, SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A BORROW PIT, AT A
 FR0748'CULVERT GUARD RAIL, 34.1 METERS (112 FT) SOUTHWEST OF THE CENTERLINE
 FR0748'OF THE HIGHWAY, 10.9 METERS (36 FT) SOUTHWEST OF A FENCE.
 FR0748'THE MARK IS 11.2 METERS  SW FROM A WITNESS POST.
 FR0748'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1235 ***********************************************************************
 DU1235  DESIGNATION -  149 DOR
 DU1235  PID         -  DU1235
 DU1235  STATE/COUNTY-  AZ/GILA
 DU1235  USGS QUAD   -  CEDAR CREEK (1978)
 DU1235
 DU1235                         *CURRENT SURVEY CONTROL
 DU1235  ___________________________________________________________________
 DU1235* NAD 83(1986)-  33 54 34.     (N)    110 11 19.     (W)     SCALED    
 DU1235* NAVD 88     -      1591.804  (meters)    5222.44   (feet)  ADJUSTED  
 DU1235  ___________________________________________________________________
 DU1235  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DU1235  DYNAMIC HT  -        1589.529 (meters)    5214.98  (feet)  COMP
 DU1235  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 DU1235
 DU1235  VERT ORDER  -  FIRST     CLASS II
 DU1235
 DU1235.The horizontal coordinates were scaled from a topographic map and have
 DU1235.an estimated accuracy of +/- 6 seconds.
 DU1235
 DU1235.The orthometric height was determined by differential leveling
 DU1235.and adjusted in June 1991.
 DU1235
 DU1235.The geoid height was determined by GEOID03.
 DU1235
 DU1235.The dynamic height is computed by dividing the NAVD 88
 DU1235.geopotential number by the normal gravity value computed on the
 DU1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1235.degrees latitude (g = 980.6199 gals.).
 DU1235
 DU1235.The modeled gravity was interpolated from observed gravity values.
 DU1235
 DU1235;                    North         East    Units  Estimated Accuracy
 DU1235;SPC AZ E     -   322,610.      211,330.      MT  (+/- 180 meters Scaled)
 DU1235
 DU1235                          SUPERSEDED SURVEY CONTROL
 DU1235
 DU1235.No superseded survey control is available for this station.
 DU1235
 DU1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC750524(NAD 83)
 DU1235_MARKER: DB = BENCH MARK DISK
 DU1235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1235_SP_SET: COPPER-CLAD STEEL ROD
 DU1235_STAMPING: 5220 149 DOR 1965
 DU1235_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1235
 DU1235  HISTORY     - Date     Condition        Report By
 DU1235  HISTORY     - 1965     MONUMENTED       USGS
 DU1235  HISTORY     - 1979     GOOD             NGS
 DU1235
 DU1235                          STATION DESCRIPTION
 DU1235
 DU1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1235'8.2 MI SE FROM CARRIZO JUNCTION.
 DU1235'8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1235'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1235'MILE MARKER 318, 99.6 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1235'26.9 FEET NORTHWEST OF TELEPHONE POLE 3 410 AND 0.6 FOOT NORTHEAST
 DU1235'OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN
 DU1235'1965, RODS WERE DRIVEN TO REFUSAL.
 DU1235'THE MARK IS 1.2 FT  NE FROM A WITNESS POST.
 DU1235'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0478 ***********************************************************************
 GQ0478  DESIGNATION -  149 DOR
 GQ0478  PID         -  GQ0478
 GQ0478  STATE/COUNTY-  AZ/MOHAVE
 GQ0478  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0478
 GQ0478                         *CURRENT SURVEY CONTROL
 GQ0478  ___________________________________________________________________
 GQ0478* NAD 83(1986)-  36 28 39.     (N)    113 28 08.     (W)     SCALED    
 GQ0478* NAVD 88     -      1640.045  (meters)    5380.71   (feet)  POSTED    
 GQ0478  ___________________________________________________________________
 GQ0478  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 GQ0478  DYNAMIC HT  -        1638.090 (meters)    5374.30  (feet)  COMP
 GQ0478  MODELED GRAV-     979,380.6   (mgal)                       NAVD 88
 GQ0478
 GQ0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0478
 GQ0478.The horizontal coordinates were scaled from a topographic map and have
 GQ0478.an estimated accuracy of +/- 6 seconds.
 GQ0478
 GQ0478.The orthometric height was determined by differential leveling
 GQ0478.and adjusted by the  in 1992.
 GQ0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0478.rate of 0.0 thru 1.0 mm/km.
 GQ0478
 GQ0478.The geoid height was determined by GEOID03.
 GQ0478
 GQ0478.The dynamic height is computed by dividing the NAVD 88
 GQ0478.geopotential number by the normal gravity value computed on the
 GQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0478.degrees latitude (g = 980.6199 gals.).
 GQ0478
 GQ0478.The modeled gravity was interpolated from observed gravity values.
 GQ0478
 GQ0478;                    North         East    Units  Estimated Accuracy
 GQ0478;SPC AZ W     -   607,550.      238,550.      MT  (+/- 180 meters Scaled)
 GQ0478
 GQ0478                          SUPERSEDED SURVEY CONTROL
 GQ0478
 GQ0478.No superseded survey control is available for this station.
 GQ0478
 GQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF788397(NAD 83)
 GQ0478_MARKER: DB = BENCH MARK DISK
 GQ0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0478_SP_SET: COPPER-CLAD STEEL ROD
 GQ0478_STAMPING: 149 DOR 1970 5378
 GQ0478_MARK LOGO: USGS  
 GQ0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0478
 GQ0478  HISTORY     - Date     Condition        Report By
 GQ0478  HISTORY     - 1970     MONUMENTED       USGS
 GQ0478
 GQ0478                          STATION DESCRIPTION
 GQ0478
 GQ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0478'85.3 KM (53.00 MI) SSE FROM ST GEORGE UT.
 GQ0478'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0478'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0478'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0478'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 7.1 MILES SOUTHWEST TO A
 GQ0478'CATTLEGUARD, 0.1 MILE SOUTH OF DIME POND, 150 FEET NORTH-NORTHEAST OF
 GQ0478'A STANDARD USGLO TABLET STAMPED 1/4 S33 S34 1924, 25 FEET SOUTH OF A
 GQ0478'FENCE CORNER, 22 FEET EAST OF THE ROAD, 0.5 FEET WEST OF A FENCE.
 GQ0478'ROD DEPTH UNKNOWN.
 GQ0478'THE MARK IS 0.5 FT  W FROM  A WITNESS SIGN
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0473 ***********************************************************************
 CY0473  DESIGNATION -  1491+
 CY0473  PID         -  CY0473
 CY0473  STATE/COUNTY-  AZ/COCHISE
 CY0473  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0473
 CY0473                         *CURRENT SURVEY CONTROL
 CY0473  ___________________________________________________________________
 CY0473* NAD 83(1986)-  32 11 39.     (N)    109 55 08.     (W)     SCALED    
 CY0473* NAVD 88     -      1271.29   (+/-2cm)    4170.9    (feet)  VERTCON   
 CY0473  ___________________________________________________________________
 CY0473  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0473
 CY0473.The horizontal coordinates were scaled from a topographic map and have
 CY0473.an estimated accuracy of +/- 6 seconds.
 CY0473
 CY0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0473.The vertical order pertains to the NGVD 29 superseded value.
 CY0473
 CY0473.The geoid height was determined by GEOID03.
 CY0473
 CY0473;                    North         East    Units  Estimated Accuracy
 CY0473;SPC AZ E     -   132,420.      236,720.      MT  (+/- 180 meters Scaled)
 CY0473
 CY0473                          SUPERSEDED SURVEY CONTROL
 CY0473
 CY0473  NGVD 29 (??/??/92) 1270.528  (m)         4168.39   (f) ADJ UNCH    2 0
 CY0473
 CY0473.Superseded values are not recommended for survey control.
 CY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0473.See file dsdata.txt to determine how the superseded data were derived.
 CY0473
 CY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA019624(NAD 83)
 CY0473_MARKER: DD = SURVEY DISK
 CY0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0473_SP_SET: HEADWALL
 CY0473_STAMPING: 1491+4169.26 1958
 CY0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0473
 CY0473  HISTORY     - Date     Condition        Report By
 CY0473  HISTORY     - 1958     MONUMENTED       AZHD
 CY0473  HISTORY     - 1960     GOOD             NGS
 CY0473
 CY0473                          STATION DESCRIPTION
 CY0473
 CY0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0473'6.7 MI SW FROM WILLCOX.
 CY0473'6.7 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0473'HIGHWAY 86 AND INTERSTATE HIGHWAY 10, 0.45 MILE SOUTHWEST OF MILEPOST
 CY0473'322, 25 FEET SOUTH OF EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN SOUTH
 CY0473'HEADWALL 1.5 FEET EAST OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0081 ***********************************************************************
 DA0081  DESIGNATION -  1492.20
 DA0081  PID         -  DA0081
 DA0081  STATE/COUNTY-  AZ/PINAL
 DA0081  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0081
 DA0081                         *CURRENT SURVEY CONTROL
 DA0081  ___________________________________________________________________
 DA0081* NAD 83(1986)-  32 51 37.     (N)    112 04 31.     (W)     SCALED    
 DA0081* NAVD 88     -       455.49   (+/-2cm)    1494.4    (feet)  VERTCON   
 DA0081  ___________________________________________________________________
 DA0081  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0081
 DA0081.The horizontal coordinates were scaled from a topographic map and have
 DA0081.an estimated accuracy of +/- 6 seconds.
 DA0081
 DA0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0081.The vertical order pertains to the NGVD 29 superseded value.
 DA0081
 DA0081.The geoid height was determined by GEOID03.
 DA0081
 DA0081;                    North         East    Units  Estimated Accuracy
 DA0081;SPC AZ C     -   206,270.      198,520.      MT  (+/- 180 meters Scaled)
 DA0081
 DA0081                          SUPERSEDED SURVEY CONTROL
 DA0081
 DA0081  NGVD 29 (??/??/92)  454.881  (m)         1492.39   (f) ADJ UNCH    2 0
 DA0081
 DA0081.Superseded values are not recommended for survey control.
 DA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0081.See file dsdata.txt to determine how the superseded data were derived.
 DA0081
 DA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB993363(NAD 83)
 DA0081_MARKER: DD = SURVEY DISK
 DA0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0081_SP_SET: RETAINING WALL
 DA0081_STAMPING: 1492.20 2090+51 1934
 DA0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0081
 DA0081  HISTORY     - Date     Condition        Report By
 DA0081  HISTORY     - 1934     MONUMENTED       AZHD
 DA0081  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0081
 DA0081                          STATION DESCRIPTION
 DA0081
 DA0081'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 DA0081'6.6 MI W FROM STANFIELD.
 DA0081'6.6 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0081'STANFIELD, AT A DIP, IN THE TOP OF THE WEST END OF A CONCRETE
 DA0081'RETAINING WALL, 12.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.7
 DA0081'FOOT EAST OF THE WEST END OF THE WALL, AND LEVEL WITH THE HIGHWAY.
 DA0081
 DA0081                          STATION RECOVERY (1963)
 DA0081
 DA0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0537 ***********************************************************************
 DU0537  DESIGNATION -  1493
 DU0537  PID         -  DU0537
 DU0537  STATE/COUNTY-  AZ/PINAL
 DU0537  USGS QUAD   -  FLORENCE (1981)
 DU0537
 DU0537                         *CURRENT SURVEY CONTROL
 DU0537  ___________________________________________________________________
 DU0537* NAD 83(1986)-  33 01 56.     (N)    111 23 11.     (W)     SCALED    
 DU0537* NAVD 88     -       455.596  (meters)    1494.73   (feet)  ADJUSTED  
 DU0537  ___________________________________________________________________
 DU0537  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0537  DYNAMIC HT  -         455.038 (meters)    1492.90  (feet)  COMP
 DU0537  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 DU0537
 DU0537  VERT ORDER  -  FIRST     CLASS II
 DU0537
 DU0537.The horizontal coordinates were scaled from a topographic map and have
 DU0537.an estimated accuracy of +/- 6 seconds.
 DU0537
 DU0537.The orthometric height was determined by differential leveling
 DU0537.and adjusted in November 1993.
 DU0537
 DU0537.The geoid height was determined by GEOID03.
 DU0537
 DU0537.The dynamic height is computed by dividing the NAVD 88
 DU0537.geopotential number by the normal gravity value computed on the
 DU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0537.degrees latitude (g = 980.6199 gals.).
 DU0537
 DU0537.The modeled gravity was interpolated from observed gravity values.
 DU0537
 DU0537;                    North         East    Units  Estimated Accuracy
 DU0537;SPC AZ C     -   225,450.      262,890.      MT  (+/- 180 meters Scaled)
 DU0537
 DU0537                          SUPERSEDED SURVEY CONTROL
 DU0537
 DU0537  NGVD 29 (??/??/92)  455.020  (m)         1492.84   (f) ADJ UNCH    1 2
 DU0537
 DU0537.Superseded values are not recommended for survey control.
 DU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0537.See file dsdata.txt to determine how the superseded data were derived.
 DU0537
 DU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB639549(NAD 83)
 DU0537_MARKER: DD = SURVEY DISK
 DU0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0537_SP_SET: BUILDING
 DU0537_STAMPING: 1493 PHNX
 DU0537_MARK LOGO: USGS  
 DU0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0537+STABILITY: POSITION/ELEVATION WELL
 DU0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0537+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU0537
 DU0537  HISTORY     - Date     Condition        Report By
 DU0537  HISTORY     - UNK      MONUMENTED       USGS
 DU0537  HISTORY     - 1967     GOOD             NGS
 DU0537  HISTORY     - 19920106 GOOD             NGS
 DU0537  HISTORY     - 19950921 GOOD             USPSQD
 DU0537  HISTORY     - 20060224 GOOD             USPSQD
 DU0537  HISTORY     - 20080111 GOOD             GEOCAC
 DU0537  HISTORY     - 20080416 GOOD             GEOCAC
 DU0537
 DU0537                          STATION DESCRIPTION
 DU0537
 DU0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0537'IN FLORENCE.
 DU0537'AT FLORENCE ALONG PINAL STREET, IN S 36, T 4 S, R 9 E, A U.S.
 DU0537'GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE WEST FACE OF THE WEST
 DU0537'BRICK WALL OF THE OLD COURTHOUSE BUILDING, 30 FEET SOUTH OF THE CENTER
 DU0537'OF THE MAIN ENTRANCE ON THE WEST SIDE OF THE BUILDING, 24 1/2 FEET
 DU0537'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE
 DU0537'THE LEVEL OF THE GROUND.
 DU0537
 DU0537                          STATION RECOVERY (1992)
 DU0537
 DU0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0537'IN FLORENCE, AT THE INTERSECTION OF PINAL AND 12TH STREETS, SET
 DU0537'VERTICALLY IN THE WEST FACE OF THE OLD COURTHOUSE, 47.8 M (156.8 FT)
 DU0537'EAST OF THE CENTER OF PINAL, 9.0 M (29.5 FT) WEST OF THE EXTENDED
 DU0537'CENTER OF 12TH STREET AND THE CENTER OF THE WEST ENTRANCE TO THE
 DU0537'COURTHOUSE, 7.6 M (24.9 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 DU0537'BUILDING, AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.
 DU0537
 DU0537                          STATION RECOVERY (1995)
 DU0537
 DU0537'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0537'RECOVERED IN GOOD CONDITION.
 DU0537
 DU0537                          STATION RECOVERY (2006)
 DU0537
 DU0537'RECOVERY NOTE BY US POWER SQUADRON 2006 (MH)
 DU0537'RECOVERED AS DESCRIBED.
 DU0537
 DU0537                          STATION RECOVERY (2008)
 DU0537
 DU0537'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0537'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU0537'33 01 56.2 (N)   111 23 09.2 (W)  (NAD 83).
 DU0537
 DU0537                          STATION RECOVERY (2008)
 DU0537
 DU0537'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0537'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0537'01.942 W111  23.155 (WGS84).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1568 ***********************************************************************
 CZ1568  DESIGNATION -  1494.91 3500+00
 CZ1568  PID         -  CZ1568
 CZ1568  STATE/COUNTY-  AZ/PINAL
 CZ1568  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1568
 CZ1568                         *CURRENT SURVEY CONTROL
 CZ1568  ___________________________________________________________________
 CZ1568* NAD 83(1986)-  32 47 53.     (N)    111 39 12.     (W)     SCALED    
 CZ1568* NAVD 88     -       455.81   (+/-2cm)    1495.4    (feet)  VERTCON   
 CZ1568  ___________________________________________________________________
 CZ1568  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1568  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1568
 CZ1568.The horizontal coordinates were scaled from a topographic map and have
 CZ1568.an estimated accuracy of +/- 6 seconds.
 CZ1568
 CZ1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1568.The vertical order pertains to the NGVD 29 superseded value.
 CZ1568
 CZ1568.The geoid height was determined by GEOID03.
 CZ1568
 CZ1568;                    North         East    Units  Estimated Accuracy
 CZ1568;SPC AZ C     -   199,390.      238,020.      MT  (+/- 180 meters Scaled)
 CZ1568
 CZ1568                          SUPERSEDED SURVEY CONTROL
 CZ1568
 CZ1568  NGVD 29 (??/??/92)  455.264  (m)         1493.65   (f) ADJ UNCH    1 2
 CZ1568
 CZ1568.Superseded values are not recommended for survey control.
 CZ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1568.See file dsdata.txt to determine how the superseded data were derived.
 CZ1568
 CZ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB388290(NAD 83)
 CZ1568_MARKER: DD = SURVEY DISK
 CZ1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1568_SP_SET: CULVERT
 CZ1568_STAMPING: 1494.91 3500+00
 CZ1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1568
 CZ1568  HISTORY     - Date     Condition        Report By
 CZ1568  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1568  HISTORY     - 1975     GOOD             AZDT
 CZ1568  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1568
 CZ1568                          STATION DESCRIPTION
 CZ1568
 CZ1568'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1568'8.8 MI SE FROM CASA BLANCA.
 CZ1568'FROM MILEPOST 201, I-10, EAST FOR 0.4 MILES AND TO THE STATION ON THE
 CZ1568'RIGHT.  AN AHD BRASS CAP, SET ON THE TOP AND CENTER OF A 35 FT.
 CZ1568'CULVERT HEADWALL.
 CZ1568
 CZ1568                          STATION RECOVERY (2007)
 CZ1568
 CZ1568'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1540 ***********************************************************************
 DU1540  DESIGNATION -  1496.36
 DU1540  PID         -  DU1540
 DU1540  STATE/COUNTY-  AZ/MARICOPA
 DU1540  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1540
 DU1540                         *CURRENT SURVEY CONTROL
 DU1540  ___________________________________________________________________
 DU1540* NAD 83(1986)-  33 30 06.     (N)    111 41 02.     (W)     SCALED    
 DU1540* NAVD 88     -       456.72   (+/-2cm)    1498.4    (feet)  VERTCON   
 DU1540  ___________________________________________________________________
 DU1540  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1540  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1540
 DU1540.The horizontal coordinates were scaled from a topographic map and have
 DU1540.an estimated accuracy of +/- 6 seconds.
 DU1540
 DU1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1540.The vertical order pertains to the NGVD 29 superseded value.
 DU1540
 DU1540.The geoid height was determined by GEOID03.
 DU1540
 DU1540;                    North         East    Units  Estimated Accuracy
 DU1540;SPC AZ C     -   277,410.      234,990.      MT  (+/- 180 meters Scaled)
 DU1540
 DU1540                          SUPERSEDED SURVEY CONTROL
 DU1540
 DU1540  NGVD 29 (??/??/92)  456.139  (m)         1496.52   (f) ADJ UNCH    1 1
 DU1540
 DU1540.Superseded values are not recommended for survey control.
 DU1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1540.See file dsdata.txt to determine how the superseded data were derived.
 DU1540
 DU1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364071(NAD 83)
 DU1540_MARKER: DD = SURVEY DISK
 DU1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1540_SP_SET: CULVERT
 DU1540_STAMPING: 1496.36 182+61
 DU1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1540+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 DU1540
 DU1540  HISTORY     - Date     Condition        Report By
 DU1540  HISTORY     - UNK      MONUMENTED       AZDT
 DU1540  HISTORY     - 1975     GOOD             NGS
 DU1540  HISTORY     - 20061016 GOOD             GEOCAC
 DU1540
 DU1540                          STATION DESCRIPTION
 DU1540
 DU1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1540'14.54 MI NE FROM MESA.
 DU1540'ABOUT 8.7 MILES EAST ALONG U.S. HWY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU1540'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1540'ROAD, CONTINUE NORTH ON BUSH HWY. FROM MCDOWELL FOR 2.44 MILES AND
 DU1540'STATION ON THE RIGHT (EAST).  THE DISK IS 25 FEET EAST OF THE
 DU1540'CENTERLINE OF BUSH HWY. AND SET IN THE TOP AND CENTER OF A CONCRETE
 DU1540'CULVERT.  SECTION 19, T 2N, R 7E.
 DU1540
 DU1540                          STATION RECOVERY (2006)
 DU1540
 DU1540'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1344 ***********************************************************************
 DU1344  DESIGNATION -  1497.24
 DU1344  PID         -  DU1344
 DU1344  STATE/COUNTY-  AZ/MARICOPA
 DU1344  USGS QUAD   -  BUCKHORN (1982)
 DU1344
 DU1344                         *CURRENT SURVEY CONTROL
 DU1344  ___________________________________________________________________
 DU1344* NAD 83(1986)-  33 24 55.     (N)    111 38 45.     (W)     SCALED    
 DU1344* NAVD 88     -       457.180  (meters)    1499.93   (feet)  ADJUSTED  
 DU1344  ___________________________________________________________________
 DU1344  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1344  DYNAMIC HT  -         456.635 (meters)    1498.14  (feet)  COMP
 DU1344  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 DU1344
 DU1344  VERT ORDER  -  FIRST     CLASS II
 DU1344
 DU1344.The horizontal coordinates were scaled from a topographic map and have
 DU1344.an estimated accuracy of +/- 6 seconds.
 DU1344
 DU1344.The orthometric height was determined by differential leveling
 DU1344.and adjusted in June 1991.
 DU1344
 DU1344.The geoid height was determined by GEOID03.
 DU1344
 DU1344.The dynamic height is computed by dividing the NAVD 88
 DU1344.geopotential number by the normal gravity value computed on the
 DU1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1344.degrees latitude (g = 980.6199 gals.).
 DU1344
 DU1344.The modeled gravity was interpolated from observed gravity values.
 DU1344
 DU1344;                    North         East    Units  Estimated Accuracy
 DU1344;SPC AZ C     -   267,840.      238,550.      MT  (+/- 180 meters Scaled)
 DU1344
 DU1344                          SUPERSEDED SURVEY CONTROL
 DU1344
 DU1344  NGVD 29 (??/??/92)  456.585  (m)         1497.98   (f) ADJ UNCH    1 2
 DU1344
 DU1344.Superseded values are not recommended for survey control.
 DU1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1344.See file dsdata.txt to determine how the superseded data were derived.
 DU1344
 DU1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB399975(NAD 83)
 DU1344_MARKER: DB = BENCH MARK DISK
 DU1344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1344_SP_SET: ABUTMENT
 DU1344_STAMPING: 1497.24 541.12
 DU1344_MARK LOGO: AZHD  
 DU1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1344+STABILITY: SURFACE MOTION
 DU1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1344+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU1344
 DU1344  HISTORY     - Date     Condition        Report By
 DU1344  HISTORY     - UNK      MONUMENTED       AZHD
 DU1344  HISTORY     - 1981     GOOD             NGS
 DU1344  HISTORY     - 20060904 GOOD             GEOCAC
 DU1344
 DU1344                          STATION DESCRIPTION
 DU1344
 DU1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1344'5.0 KM (3.15 MI) EAST FROM BUCKHORN.
 DU1344'5.0 KILOMETERS (3.15 MILES) EAST ALONG U.S. HIGHWAY 60, 70 , 80 AND 89
 DU1344'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU1344'WEST ABUTMENT FOR A DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR THE
 DU1344'EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1 MILE) EAST OF 85TH STREET
 DU1344'AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU1344'EASTBOUND TRAFFIC LANES.
 DU1344'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU1344
 DU1344                          STATION RECOVERY (2006)
 DU1344
 DU1344'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1344'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1570 ***********************************************************************
 CZ1570  DESIGNATION -  1499.77 3528+00
 CZ1570  PID         -  CZ1570
 CZ1570  STATE/COUNTY-  AZ/PINAL
 CZ1570  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1570
 CZ1570                         *CURRENT SURVEY CONTROL
 CZ1570  ___________________________________________________________________
 CZ1570* NAD 83(1986)-  32 47 40.     (N)    111 38 50.     (W)     SCALED    
 CZ1570* NAVD 88     -       457.18   (+/-2cm)    1499.9    (feet)  VERTCON   
 CZ1570  ___________________________________________________________________
 CZ1570  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1570  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1570
 CZ1570.The horizontal coordinates were scaled from a topographic map and have
 CZ1570.an estimated accuracy of +/- 6 seconds.
 CZ1570
 CZ1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1570.The vertical order pertains to the NGVD 29 superseded value.
 CZ1570
 CZ1570.The geoid height was determined by GEOID03.
 CZ1570
 CZ1570;                    North         East    Units  Estimated Accuracy
 CZ1570;SPC AZ C     -   198,990.      238,600.      MT  (+/- 180 meters Scaled)
 CZ1570
 CZ1570                          SUPERSEDED SURVEY CONTROL
 CZ1570
 CZ1570  NGVD 29 (??/??/92)  456.632  (m)         1498.13   (f) ADJ UNCH    1 2
 CZ1570
 CZ1570.Superseded values are not recommended for survey control.
 CZ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1570.See file dsdata.txt to determine how the superseded data were derived.
 CZ1570
 CZ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB393286(NAD 83)
 CZ1570_MARKER: DD = SURVEY DISK
 CZ1570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1570_SP_SET: CULVERT
 CZ1570_STAMPING: 1499.77 3528+00
 CZ1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1570
 CZ1570  HISTORY     - Date     Condition        Report By
 CZ1570  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1570  HISTORY     - 1975     GOOD             AZDT
 CZ1570  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1570
 CZ1570                          STATION DESCRIPTION
 CZ1570
 CZ1570'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1570'9.35 MI SE FROM CASA BLANCA.
 CZ1570'FROM MILEPOST 202, I-10, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1570'LEFT.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF 35 FT. CULVERT
 CZ1570'HEADWALL.
 CZ1570
 CZ1570                          STATION RECOVERY (2007)
 CZ1570
 CZ1570'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8513 ***********************************************************************
 AH8513  DESIGNATION -  15
 AH8513  PID         -  AH8513
 AH8513  STATE/COUNTY-  AZ/MARICOPA
 AH8513  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AH8513
 AH8513                         *CURRENT SURVEY CONTROL
 AH8513  ___________________________________________________________________
 AH8513* NAD 83(1986)-  33 30 17.     (N)    111 49 17.     (W)     SCALED    
 AH8513* NAVD 88     -       393.567  (meters)    1291.23   (feet)  READJUSTED
 AH8513  ___________________________________________________________________
 AH8513  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AH8513  DYNAMIC HT  -         393.100 (meters)    1289.70  (feet)  COMP
 AH8513  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 AH8513
 AH8513  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AH8513
 AH8513.The horizontal coordinates were scaled from a topographic map and have
 AH8513.an estimated accuracy of +/- 6 seconds.
 AH8513
 AH8513.The orthometric height was determined by differential leveling
 AH8513.and adjusted in July 2002.
 AH8513.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AH8513.distribution rate of 0.0 thru 1.0 mm/km.
 AH8513.The height was derived from older observations constrained to new
 AH8513.heights in a crustal motion area.  The height is approximate in
 AH8513.relation to other heights in its vicinity.
 AH8513
 AH8513.The geoid height was determined by GEOID03.
 AH8513
 AH8513.The dynamic height is computed by dividing the NAVD 88
 AH8513.geopotential number by the normal gravity value computed on the
 AH8513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8513.degrees latitude (g = 980.6199 gals.).
 AH8513
 AH8513.The modeled gravity was interpolated from observed gravity values.
 AH8513
 AH8513;                    North         East    Units  Estimated Accuracy
 AH8513;SPC AZ C     -   277,730.      222,210.      MT  (+/- 180 meters Scaled)
 AH8513
 AH8513                          SUPERSEDED SURVEY CONTROL
 AH8513
 AH8513.No superseded survey control is available for this station.
 AH8513
 AH8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC237075(NAD 83)
 AH8513_MARKER: DD = SURVEY DISK
 AH8513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8513_STAMPING: SRP BM 15 1988
 AH8513_MARK LOGO: SRP   
 AH8513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8513+STABILITY: SURFACE MOTION
 AH8513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8513+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1999
 AH8513
 AH8513  HISTORY     - Date     Condition        Report By
 AH8513  HISTORY     - 1988     MONUMENTED       SRP
 AH8513  HISTORY     - 19990307 GOOD             NGS
 AH8513  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 AH8513
 AH8513                          STATION DESCRIPTION
 AH8513
 AH8513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8513'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 AH8513'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 AH8513'7.3 KM (4.55 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 AH8513'ARIZONA CANAL, 24.5 M (80.4 FT) SOUTHWEST OF THE ROAD CENTER, 16.5 M
 AH8513'(54.1 FT) WEST OF T-JUNCTION UTILITY POLE NUMBER 4747, 11.8 M (38.7
 AH8513'FT) NORTHEAST OF THE NORTHEAST BANK OF A CANAL PARALLELING THE ARIZONA
 AH8513'CANAL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.7 M (2.3 FT)
 AH8513'SOUTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) NORTHWEST OF THE EXTENDED
 AH8513'CENTER OF MESA DRIVE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AH8513'THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE SALT
 AH8513'RIVER PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE
 AH8513'NUMBER (602) 319-2495.
 AH8513
 AH8513                          STATION RECOVERY (2007)
 AH8513
 AH8513'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AH8513'A NEW BRIDGE HAS BEEN BUILT AT THE DESCRIBED LOCATION. ASSUMED
 AH8513'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5906 ***********************************************************************
 DJ5906  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5906  DESIGNATION -  15
 DJ5906  PID         -  DJ5906
 DJ5906  STATE/COUNTY-  AZ/MARICOPA
 DJ5906  USGS QUAD   -  TOLLESON (1982)
 DJ5906
 DJ5906                         *CURRENT SURVEY CONTROL
 DJ5906  ___________________________________________________________________
 DJ5906* NAD 83(2007)-  33 25 15.53897(N)    112 17 22.51848(W)     ADJUSTED  
 DJ5906* NAVD 88     -       296.56   (meters)     973.0    (feet)  GPS OBS   
 DJ5906  ___________________________________________________________________
 DJ5906  EPOCH DATE  -        2007.00
 DJ5906  X           -  -2,021,272.910 (meters)                     COMP
 DJ5906  Y           -  -4,930,924.633 (meters)                     COMP
 DJ5906  Z           -   3,493,169.447 (meters)                     COMP
 DJ5906  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 DJ5906  ELLIP HEIGHT-         266.261 (meters)          (03/21/07) ADJUSTED
 DJ5906  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DJ5906  HORZ ORDER  -  FIRST
 DJ5906  ELLP ORDER  -  FOURTH    CLASS I
 DJ5906
 DJ5906.The horizontal coordinates were established by GPS observations
 DJ5906.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5906
 DJ5906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5906.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5906.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5906.The epoch date for horizontal control is a decimal equivalence
 DJ5906.of Year/Month/Day.
 DJ5906
 DJ5906.The orthometric height was determined by GPS observations and a
 DJ5906.high-resolution geoid model.
 DJ5906.The orthometric height was determined by GPS observations and a
 DJ5906.high-resolution geoid model using precise GPS observation and
 DJ5906.processing techniques.
 DJ5906
 DJ5906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5906
 DJ5906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5906
 DJ5906.The ellipsoidal height was determined by GPS observations
 DJ5906.and is referenced to NAD 83.
 DJ5906
 DJ5906.The geoid height was determined by GEOID03.
 DJ5906
 DJ5906;                    North         East     Units Scale Factor Converg.
 DJ5906;SPC AZ C     -   268,499.514   178,679.078   MT  0.99991482   -0 12 19.4
 DJ5906;SPC AZ C     -   880,903.92    586,217.45   iFT  0.99991482   -0 12 19.4
 DJ5906;UTM  12      - 3,698,701.991   380,103.362   MT  0.99977723   -0 42 37.3
 DJ5906
 DJ5906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5906!SPC AZ C     -   0.99995820  x   0.99991482  =   0.99987302
 DJ5906!UTM  12      -   0.99995820  x   0.99977723  =   0.99973544
 DJ5906
 DJ5906                          SUPERSEDED SURVEY CONTROL
 DJ5906
 DJ5906.No superseded survey control is available for this station.
 DJ5906
 DJ5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8010398702(NAD 83)
 DJ5906_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5906_STAMPING: NO STAMPING
 DJ5906_MARK LOGO: AZ-013
 DJ5906_PROJECTION: RECESSED 15 CENTIMETERS
 DJ5906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5906+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5906
 DJ5906  HISTORY     - Date     Condition        Report By
 DJ5906  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5906  HISTORY     - 20061101 GOOD             EVANS
 DJ5906
 DJ5906                          STATION DESCRIPTION
 DJ5906
 DJ5906'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5906'FROM 107TH AVENUE AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH ON 107TH
 DJ5906'AVENUE 4.74KM TO LOWER BUCKEYE ROAD.  STATION IS A MARICOPA COUNTY
 DJ5906'HIGHWAY DEPARTMENT BRASS DISK, NO STAMPING, IN A CONCRETE POST IN A
 DJ5906'HAND HOLE, RECESSED 15CM, FOUND AT THE INTERSECTION OF 107TH AVENUE
 DJ5906'AND LOWER BUCKEYE ROAD. (GDACS CORNER 54270-2)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1590 ***********************************************************************
 DV1590  DESIGNATION -  15 A
 DV1590  PID         -  DV1590
 DV1590  STATE/COUNTY-  AZ/LA PAZ
 DV1590  USGS QUAD   -  VICKSBURG (1990)
 DV1590
 DV1590                         *CURRENT SURVEY CONTROL
 DV1590  ___________________________________________________________________
 DV1590* NAD 83(1986)-  33 37 47.     (N)    113 45 28.     (W)     SCALED    
 DV1590* NAVD 88     -       366.65   (+/-2cm)    1202.9    (feet)  VERTCON   
 DV1590  ___________________________________________________________________
 DV1590  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1590
 DV1590.The horizontal coordinates were scaled from a topographic map and have
 DV1590.an estimated accuracy of +/- 6 seconds.
 DV1590
 DV1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1590.The vertical order pertains to the NGVD 29 superseded value.
 DV1590
 DV1590.The geoid height was determined by GEOID03.
 DV1590
 DV1590;                    North         East    Units  Estimated Accuracy
 DV1590;SPC AZ W     -   291,600.      212,640.      MT  (+/- 180 meters Scaled)
 DV1590
 DV1590                          SUPERSEDED SURVEY CONTROL
 DV1590
 DV1590  NGVD 29 (??/??/92)  365.979  (m)         1200.72   (f) ADJ UNCH    2 0
 DV1590
 DV1590.Superseded values are not recommended for survey control.
 DV1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1590.See file dsdata.txt to determine how the superseded data were derived.
 DV1590
 DV1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC441245(NAD 83)
 DV1590_MARKER: DD = SURVEY DISK
 DV1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1590_STAMPING: 15 A 1962
 DV1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1590+STABILITY: SURFACE MOTION
 DV1590
 DV1590  HISTORY     - Date     Condition        Report By
 DV1590  HISTORY     - 1962     MONUMENTED       AZHD
 DV1590
 DV1590                          STATION DESCRIPTION
 DV1590
 DV1590'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1590'10.2 MI SW FROM HOPE.
 DV1590'0.4 MILE EAST-SOUTHEAST OF F 396 15, AN ARIZONA HIGHWAY DEPARTMENT
 DV1590'DISK STAMPED 15 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1590'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PORPOSED INTERSTATE
 DV1590'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0804 ***********************************************************************
 FQ0804  DESIGNATION -  15 BKC
 FQ0804  PID         -  FQ0804
 FQ0804  STATE/COUNTY-  AZ/COCONINO
 FQ0804  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0804
 FQ0804                         *CURRENT SURVEY CONTROL
 FQ0804  ___________________________________________________________________
 FQ0804* NAD 83(1986)-  35 34 28.     (N)    111 31 51.     (W)     SCALED    
 FQ0804* NAVD 88     -      1709.896  (meters)    5609.88   (feet)  POSTED    
 FQ0804  ___________________________________________________________________
 FQ0804  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0804  DYNAMIC HT  -        1707.660 (meters)    5602.55  (feet)  COMP
 FQ0804  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 FQ0804
 FQ0804  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0804
 FQ0804.The horizontal coordinates were scaled from a topographic map and have
 FQ0804.an estimated accuracy of +/- 6 seconds.
 FQ0804
 FQ0804.The orthometric height was determined by differential leveling
 FQ0804.and adjusted by the  in 1992.
 FQ0804.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0804.rate of 0.0 thru 1.0 mm/km.
 FQ0804
 FQ0804.The geoid height was determined by GEOID03.
 FQ0804
 FQ0804.The dynamic height is computed by dividing the NAVD 88
 FQ0804.geopotential number by the normal gravity value computed on the
 FQ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0804.degrees latitude (g = 980.6199 gals.).
 FQ0804
 FQ0804.The modeled gravity was interpolated from observed gravity values.
 FQ0804
 FQ0804;                    North         East    Units  Estimated Accuracy
 FQ0804;SPC AZ C     -   507,370.      248,330.      MT  (+/- 180 meters Scaled)
 FQ0804
 FQ0804                          SUPERSEDED SURVEY CONTROL
 FQ0804
 FQ0804  NGVD 29 (??/??/92) 1708.99   (m)         5606.9    (f) COMPUTED    2 2
 FQ0804
 FQ0804.Superseded values are not recommended for survey control.
 FQ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0804.See file dsdata.txt to determine how the superseded data were derived.
 FQ0804
 FQ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE519368(NAD 83)
 FQ0804_MARKER: DB = BENCH MARK DISK
 FQ0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0804_SP_SET: CONCRETE HEADWALL
 FQ0804_STAMPING: 15 BKC 1968 5607
 FQ0804_MARK LOGO: USGS  
 FQ0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0804+STABILITY: SURFACE MOTION
 FQ0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0804+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0804
 FQ0804  HISTORY     - Date     Condition        Report By
 FQ0804  HISTORY     - 1968     MONUMENTED       USGS
 FQ0804
 FQ0804                          STATION DESCRIPTION
 FQ0804
 FQ0804'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0804'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0804'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0804'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0804'NATIONAL MONUMENT, 180 FEET EAST OF THE CENTERLINE OF HIGHWAY 89, 12
 FQ0804'FEET SOUTH OF OF THE CENTERLINE OF THE ROAD TO THE MONUMENT, IN THE
 FQ0804'HEADWALL OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0343 ***********************************************************************
 CG0343  DESIGNATION -  15 C POT
 CG0343  PID         -  CG0343
 CG0343  STATE/COUNTY-  AZ/PIMA
 CG0343  USGS QUAD   -  THE NARROWS (1981)
 CG0343
 CG0343                         *CURRENT SURVEY CONTROL
 CG0343  ___________________________________________________________________
 CG0343* NAD 83(1986)-  31 58 20.     (N)    110 30 36.     (W)     SCALED    
 CG0343* NAVD 88     -      1178.59   (+/-2cm)    3866.8    (feet)  VERTCON   
 CG0343  ___________________________________________________________________
 CG0343  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CG0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0343
 CG0343.The horizontal coordinates were scaled from a topographic map and have
 CG0343.an estimated accuracy of +/- 6 seconds.
 CG0343
 CG0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0343.The vertical order pertains to the NGVD 29 superseded value.
 CG0343
 CG0343.The geoid height was determined by GEOID03.
 CG0343
 CG0343;                    North         East    Units  Estimated Accuracy
 CG0343;SPC AZ C     -   108,650.      346,310.      MT  (+/- 180 meters Scaled)
 CG0343
 CG0343                          SUPERSEDED SURVEY CONTROL
 CG0343
 CG0343  NGVD 29 (??/??/92) 1177.81   (m)         3864.2    (f) COMPUTED    2 0
 CG0343
 CG0343.Superseded values are not recommended for survey control.
 CG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0343.See file dsdata.txt to determine how the superseded data were derived.
 CG0343
 CG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA462374(NAD 83)
 CG0343_MARKER: DD = SURVEY DISK
 CG0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0343_STAMPING: 15-C P.O.T. 3/60
 CG0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0343+STABILITY: SURFACE MOTION
 CG0343
 CG0343  HISTORY     - Date     Condition        Report By
 CG0343  HISTORY     - UNK      MONUMENTED       USE
 CG0343  HISTORY     - 1963     GOOD             NGS
 CG0343  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0343
 CG0343                          STATION DESCRIPTION
 CG0343
 CG0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CG0343'12.6 MI W FROM BENSON.
 CG0343'12.3 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON,
 CG0343'THENCE 0.2 MILE SOUTH ALONG AN OILED ROAD, THENCE ABOUT 200 YARDS WEST
 CG0343'ALONG A FENCE LINE TO A FENCE CORNER, THENCE ABOUT 100 YARDS SOUTH
 CG0343'ALONG THE FENCE LINE, THENCE ABOUT 50 YARDS EAST AND ABOUT 200 YARDS
 CG0343'SOUTH ALONG THE FENCE LINE, A U.S.E. BRONZE DISK SET IN THE TOP OF A 6
 CG0343'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 23 FEET EAST OF
 CG0343'THE FENCE LINE.
 CG0343
 CG0343                          STATION RECOVERY (1979)
 CG0343
 CG0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0343'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1264 ***********************************************************************
 CY1264  DESIGNATION -  15 EMH
 CY1264  PID         -  CY1264
 CY1264  STATE/COUNTY-  AZ/GRAHAM
 CY1264  USGS QUAD   -  TANQUE (1966)
 CY1264
 CY1264                         *CURRENT SURVEY CONTROL
 CY1264  ___________________________________________________________________
 CY1264* NAD 83(1986)-  32 36 38.     (N)    109 33 21.     (W)     SCALED    
 CY1264* NAVD 88     -      1010.90   (+/-2cm)    3316.6    (feet)  VERTCON   
 CY1264  ___________________________________________________________________
 CY1264  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1264
 CY1264.The horizontal coordinates were scaled from a topographic map and have
 CY1264.an estimated accuracy of +/- 6 seconds.
 CY1264
 CY1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1264.The vertical order pertains to the NGVD 29 superseded value.
 CY1264
 CY1264.The geoid height was determined by GEOID03.
 CY1264
 CY1264;                    North         East    Units  Estimated Accuracy
 CY1264;SPC AZ E     -   178,730.      270,690.      MT  (+/- 180 meters Scaled)
 CY1264
 CY1264                          SUPERSEDED SURVEY CONTROL
 CY1264
 CY1264  NGVD 29 (??/??/92) 1010.24   (m)         3314.4    (f) COMPUTED    2 0
 CY1264
 CY1264.Superseded values are not recommended for survey control.
 CY1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1264.See file dsdata.txt to determine how the superseded data were derived.
 CY1264
 CY1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB355090(NAD 83)
 CY1264_MARKER: DB = BENCH MARK DISK
 CY1264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1264_SP_SET: COPPER-CLAD STEEL ROD
 CY1264_STAMPING: 15 EMH 1972 3345
 CY1264_MARK LOGO: USGS  
 CY1264_PROJECTION: FLUSH
 CY1264_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1264+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1972
 CY1264_ROD/PIPE-DEPTH: 6.10 meters
 CY1264
 CY1264  HISTORY     - Date     Condition        Report By
 CY1264  HISTORY     - 1972     MONUMENTED       USGS
 CY1264  HISTORY     - 19720927 GOOD             USGS
 CY1264
 CY1264                          STATION DESCRIPTION
 CY1264
 CY1264'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1264'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1264'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 8.7
 CY1264'MILES EAST ALONG A DIRT ROAD, 646 FEET WEST OF A LARGE WASH, 43 FEET
 CY1264'SOUTH AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 4
 CY1264'FEET NORTH OF A WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH
 CY1264'ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0775 ***********************************************************************
 FQ0775  DESIGNATION -  15 HLS
 FQ0775  PID         -  FQ0775
 FQ0775  STATE/COUNTY-  AZ/NAVAJO
 FQ0775  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0775
 FQ0775                         *CURRENT SURVEY CONTROL
 FQ0775  ___________________________________________________________________
 FQ0775* NAD 83(1986)-  35 08 36.     (N)    110 17 59.     (W)     SCALED    
 FQ0775* NAVD 88     -      1569.257  (meters)    5148.47   (feet)  ADJUSTED  
 FQ0775  ___________________________________________________________________
 FQ0775  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FQ0775  DYNAMIC HT  -        1567.169 (meters)    5141.62  (feet)  COMP
 FQ0775  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 FQ0775
 FQ0775  VERT ORDER  -  THIRD
 FQ0775
 FQ0775.The horizontal coordinates were scaled from a topographic map and have
 FQ0775.an estimated accuracy of +/- 6 seconds.
 FQ0775
 FQ0775.The orthometric height was determined by differential leveling
 FQ0775.and adjusted in June 1991.
 FQ0775
 FQ0775.The geoid height was determined by GEOID03.
 FQ0775
 FQ0775.The dynamic height is computed by dividing the NAVD 88
 FQ0775.geopotential number by the normal gravity value computed on the
 FQ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0775.degrees latitude (g = 980.6199 gals.).
 FQ0775
 FQ0775.The modeled gravity was interpolated from observed gravity values.
 FQ0775
 FQ0775;                    North         East    Units  Estimated Accuracy
 FQ0775;SPC AZ E     -   459,480.      201,240.      MT  (+/- 180 meters Scaled)
 FQ0775
 FQ0775                          SUPERSEDED SURVEY CONTROL
 FQ0775
 FQ0775.No superseded survey control is available for this station.
 FQ0775
 FQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD637891(NAD 83)
 FQ0775_MARKER: DB = BENCH MARK DISK
 FQ0775_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0775_SP_SET: COPPER-CLAD STEEL ROD
 FQ0775_STAMPING: 15 HLS 1970 5146
 FQ0775_MARK LOGO: USGS  
 FQ0775_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0775+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0775
 FQ0775  HISTORY     - Date     Condition        Report By
 FQ0775  HISTORY     - 1970     MONUMENTED       USGS
 FQ0775
 FQ0775                          STATION DESCRIPTION
 FQ0775
 FQ0775'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0775'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0775'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0775'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 9.5 MILES
 FQ0775'NORTHEAST ALONG THE ROAD, 0.5 MILES EAST OF A WINDMILL, 29 FEET SOUTH
 FQ0775'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0775'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0881 ***********************************************************************
 FQ0881  DESIGNATION -  15 JRH
 FQ0881  PID         -  FQ0881
 FQ0881  STATE/COUNTY-  AZ/COCONINO
 FQ0881  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0881
 FQ0881                         *CURRENT SURVEY CONTROL
 FQ0881  ___________________________________________________________________
 FQ0881* NAD 83(1986)-  35 33 06.     (N)    111 37 34.     (W)     SCALED    
 FQ0881* NAVD 88     -      1954.540  (meters)    6412.52   (feet)  POSTED    
 FQ0881  ___________________________________________________________________
 FQ0881  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FQ0881  DYNAMIC HT  -        1951.900 (meters)    6403.86  (feet)  COMP
 FQ0881  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 FQ0881
 FQ0881  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0881
 FQ0881.The horizontal coordinates were scaled from a topographic map and have
 FQ0881.an estimated accuracy of +/- 6 seconds.
 FQ0881
 FQ0881.The orthometric height was determined by differential leveling
 FQ0881.and adjusted by the  in 1992.
 FQ0881.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0881.rate of 0.0 thru 1.0 mm/km.
 FQ0881
 FQ0881.The geoid height was determined by GEOID03.
 FQ0881
 FQ0881.The dynamic height is computed by dividing the NAVD 88
 FQ0881.geopotential number by the normal gravity value computed on the
 FQ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0881.degrees latitude (g = 980.6199 gals.).
 FQ0881
 FQ0881.The modeled gravity was interpolated from observed gravity values.
 FQ0881
 FQ0881;                    North         East    Units  Estimated Accuracy
 FQ0881;SPC AZ C     -   504,810.      239,700.      MT  (+/- 180 meters Scaled)
 FQ0881
 FQ0881                          SUPERSEDED SURVEY CONTROL
 FQ0881
 FQ0881  NGVD 29 (??/??/92) 1953.63   (m)         6409.5    (f) COMPUTED    3 0
 FQ0881
 FQ0881.Superseded values are not recommended for survey control.
 FQ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0881.See file dsdata.txt to determine how the superseded data were derived.
 FQ0881
 FQ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE432344(NAD 83)
 FQ0881_MARKER: DB = BENCH MARK DISK
 FQ0881_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0881_SP_SET: ROCK OUTCROP
 FQ0881_STAMPING: 15 JRH 1959 6409
 FQ0881_MARK LOGO: USGS  
 FQ0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0881+STABILITY: POSITION/ELEVATION WELL
 FQ0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0881+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0881
 FQ0881  HISTORY     - Date     Condition        Report By
 FQ0881  HISTORY     - 1959     MONUMENTED       USGS
 FQ0881
 FQ0881                          STATION DESCRIPTION
 FQ0881
 FQ0881'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0881'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0881'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0881'LOOKOUT TOWER, PROCEED 42.6 MILES SOUTHEAST TO A ROAD FORK, 2.0 MILES
 FQ0881'SOUTHEAST OF ASO RANCH, 340 FEET NORTH OF THE CENTER OF THE ROAD
 FQ0881'FORK, ON THE STOP OF A LOW KNOLL, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0226 ***********************************************************************
 DA0226  DESIGNATION -  15 WF
 DA0226  PID         -  DA0226
 DA0226  STATE/COUNTY-  AZ/PIMA
 DA0226  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0226
 DA0226                         *CURRENT SURVEY CONTROL
 DA0226  ___________________________________________________________________
 DA0226* NAD 83(1986)-  32 28 53.     (N)    112 24 33.     (W)     SCALED    
 DA0226* NAVD 88     -       754.36   (+/-2cm)    2474.9    (feet)  VERTCON   
 DA0226  ___________________________________________________________________
 DA0226  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DA0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0226
 DA0226.The horizontal coordinates were scaled from a topographic map and have
 DA0226.an estimated accuracy of +/- 6 seconds.
 DA0226
 DA0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0226.The vertical order pertains to the NGVD 29 superseded value.
 DA0226
 DA0226.The geoid height was determined by GEOID03.
 DA0226
 DA0226;                    North         East    Units  Estimated Accuracy
 DA0226;SPC AZ C     -   164,350.      167,070.      MT  (+/- 180 meters Scaled)
 DA0226
 DA0226                          SUPERSEDED SURVEY CONTROL
 DA0226
 DA0226  NGVD 29 (??/??/92)  753.625  (m)         2472.52   (f) ADJ UNCH    2 0
 DA0226
 DA0226.Superseded values are not recommended for survey control.
 DA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0226.See file dsdata.txt to determine how the superseded data were derived.
 DA0226
 DA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA675946(NAD 83)
 DA0226_MARKER: DD = SURVEY DISK
 DA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0226_STAMPING: 15 WF 1948 2472
 DA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0226+STABILITY: SURFACE MOTION
 DA0226
 DA0226  HISTORY     - Date     Condition        Report By
 DA0226  HISTORY     - 1948     MONUMENTED       USGS
 DA0226  HISTORY     - 1961     GOOD             NGS
 DA0226
 DA0226                          STATION DESCRIPTION
 DA0226
 DA0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0226'12.45 MI W FROM VENTANA.
 DA0226'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0226'AT VENTANA.  THENCE 5.95 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0226'PIPE LINE, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.5 FEET
 DA0226'SOUTHEAST OF PIPE LINE MILEPOST NUMBER 53, 1.3 FEET SOUTH OF A METAL
 DA0226'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0226'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0360 ***********************************************************************
 CY0360  DESIGNATION -  150
 CY0360  PID         -  CY0360
 CY0360  STATE/COUNTY-  AZ/COCHISE
 CY0360  USGS QUAD   -  COCHISE (1985)
 CY0360
 CY0360                         *CURRENT SURVEY CONTROL
 CY0360  ___________________________________________________________________
 CY0360* NAD 83(1986)-  32 03 30.     (N)    109 57 39.     (W)     SCALED    
 CY0360* NAVD 88     -      1336.19   (+/-2cm)    4383.8    (feet)  VERTCON   
 CY0360  ___________________________________________________________________
 CY0360  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0360
 CY0360.The horizontal coordinates were scaled from a topographic map and have
 CY0360.an estimated accuracy of +/- 6 seconds.
 CY0360
 CY0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0360.The vertical order pertains to the NGVD 29 superseded value.
 CY0360
 CY0360.The geoid height was determined by GEOID03.
 CY0360
 CY0360;                    North         East    Units  Estimated Accuracy
 CY0360;SPC AZ E     -   117,350.      232,800.      MT  (+/- 180 meters Scaled)
 CY0360
 CY0360                          SUPERSEDED SURVEY CONTROL
 CY0360
 CY0360  NGVD 29 (??/??/92) 1335.378  (m)         4381.15   (f) ADJ UNCH    1 2
 CY0360
 CY0360.Superseded values are not recommended for survey control.
 CY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0360.See file dsdata.txt to determine how the superseded data were derived.
 CY0360
 CY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA980473(NAD 83)
 CY0360_MARKER: P = PIPE CAP
 CY0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0360_STAMPING: 150 H 1907
 CY0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0360
 CY0360  HISTORY     - Date     Condition        Report By
 CY0360  HISTORY     - 1907     MONUMENTED       USGS
 CY0360  HISTORY     - 1952     GOOD             NGS
 CY0360
 CY0360                          STATION DESCRIPTION
 CY0360
 CY0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0360'4.5 MI SW FROM COCHISE.
 CY0360'4.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0360'THE STATION AT COCHISE, 5.6 MILES NORTHEAST OF DRAGOON, 0.4 MILE
 CY0360'NORTHEAST OF MILEPOLE NUMBER 1059, AT SEMAPHORE NUMBER 1059.1, 144.0
 CY0360'FEET NORTH OF THE SEMAPHORE, 99.4 FEET NORTHWEST OF THE NORTHWEST
 CY0360'RAIL, 29.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 CY0360'NORTHWEST OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT 3.0 FEET
 CY0360'LOWER THAN THE TRACK, AND RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE
 CY0360'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0749 ***********************************************************************
 FR0749  DESIGNATION -  150 0
 FR0749  PID         -  FR0749
 FR0749  STATE/COUNTY-  AZ/YAVAPAI
 FR0749  USGS QUAD   -  AUDLEY (1980)
 FR0749
 FR0749                         *CURRENT SURVEY CONTROL
 FR0749  ___________________________________________________________________
 FR0749* NAD 83(1986)-  35 25 31.     (N)    113 03 25.     (W)     SCALED    
 FR0749* NAVD 88     -      1580.567  (meters)    5185.58   (feet)  ADJUSTED  
 FR0749  ___________________________________________________________________
 FR0749  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0749  DYNAMIC HT  -        1578.529 (meters)    5178.89  (feet)  COMP
 FR0749  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 FR0749
 FR0749  VERT ORDER  -  FIRST     CLASS II
 FR0749
 FR0749.The horizontal coordinates were scaled from a topographic map and have
 FR0749.an estimated accuracy of +/- 6 seconds.
 FR0749
 FR0749.The orthometric height was determined by differential leveling
 FR0749.and adjusted in June 1991.
 FR0749
 FR0749.The geoid height was determined by GEOID03.
 FR0749
 FR0749.The dynamic height is computed by dividing the NAVD 88
 FR0749.geopotential number by the normal gravity value computed on the
 FR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0749.degrees latitude (g = 980.6199 gals.).
 FR0749
 FR0749.The modeled gravity was interpolated from observed gravity values.
 FR0749
 FR0749;                    North         East    Units  Estimated Accuracy
 FR0749;SPC AZ C     -   491,350.      109,820.      MT  (+/- 180 meters Scaled)
 FR0749
 FR0749                          SUPERSEDED SURVEY CONTROL
 FR0749
 FR0749.No superseded survey control is available for this station.
 FR0749
 FR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE132221(NAD 83)
 FR0749_MARKER: DB = BENCH MARK DISK
 FR0749_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0749_SP_SET: BUILDING FOUNDATION
 FR0749_STAMPING: 150 1966
 FR0749_MARK LOGO: USGS  
 FR0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0749+STABILITY: SURFACE MOTION
 FR0749
 FR0749  HISTORY     - Date     Condition        Report By
 FR0749  HISTORY     - 1966     MONUMENTED       USGS
 FR0749  HISTORY     - 1982     GOOD             NGS
 FR0749
 FR0749                          STATION DESCRIPTION
 FR0749
 FR0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0749'21.2 KM (13.2 MI) NW FROM SELIGMAN.
 FR0749'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0749'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 8.0 KM (5.0 MI)
 FR0749'NORTHWEST ALONG US HIGHWAY 66, IN TOP OF THE CONCRETE FOUNDATION OF AN
 FR0749'UNDER GROUND CABLE BUILDING, 0.6 KM (0.4 MI) NORTHWEST OF MILE POST
 FR0749'128, 106.6 METERS (350 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FR0749'1.5 METERS (5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 FR0749'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1236 ***********************************************************************
 DU1236  DESIGNATION -  150 DOR
 DU1236  PID         -  DU1236
 DU1236  STATE/COUNTY-  AZ/GILA
 DU1236  USGS QUAD   -  CEDAR CREEK (1978)
 DU1236
 DU1236                         *CURRENT SURVEY CONTROL
 DU1236  ___________________________________________________________________
 DU1236* NAD 83(1986)-  33 54 02.     (N)    110 10 36.     (W)     SCALED    
 DU1236* NAVD 88     -      1529.811  (meters)    5019.05   (feet)  ADJUSTED  
 DU1236  ___________________________________________________________________
 DU1236  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DU1236  DYNAMIC HT  -        1527.623 (meters)    5011.88  (feet)  COMP
 DU1236  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 DU1236
 DU1236  VERT ORDER  -  FIRST     CLASS II
 DU1236
 DU1236.The horizontal coordinates were scaled from a topographic map and have
 DU1236.an estimated accuracy of +/- 6 seconds.
 DU1236
 DU1236.The orthometric height was determined by differential leveling
 DU1236.and adjusted in June 1991.
 DU1236
 DU1236.The geoid height was determined by GEOID03.
 DU1236
 DU1236.The dynamic height is computed by dividing the NAVD 88
 DU1236.geopotential number by the normal gravity value computed on the
 DU1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1236.degrees latitude (g = 980.6199 gals.).
 DU1236
 DU1236.The modeled gravity was interpolated from observed gravity values.
 DU1236
 DU1236;                    North         East    Units  Estimated Accuracy
 DU1236;SPC AZ E     -   321,620.      212,440.      MT  (+/- 180 meters Scaled)
 DU1236
 DU1236                          SUPERSEDED SURVEY CONTROL
 DU1236
 DU1236.No superseded survey control is available for this station.
 DU1236
 DU1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC761514(NAD 83)
 DU1236_MARKER: DB = BENCH MARK DISK
 DU1236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1236_SP_SET: COPPER-CLAD STEEL ROD
 DU1236_STAMPING: 5016 150 DOR 1965
 DU1236_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1236
 DU1236  HISTORY     - Date     Condition        Report By
 DU1236  HISTORY     - 1965     MONUMENTED       USGS
 DU1236  HISTORY     - 1979     GOOD             NGS
 DU1236
 DU1236                          STATION DESCRIPTION
 DU1236
 DU1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1236'9.2 MI SE FROM CARRIZO JUNCTION.
 DU1236'9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1236'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1236'MILE MARKER 319, 94.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 DU1236'0.7 FOOT EAST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF
 DU1236'ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1236'THE MARK IS 2.5 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0479 ***********************************************************************
 GQ0479  DESIGNATION -  150 DOR
 GQ0479  PID         -  GQ0479
 GQ0479  STATE/COUNTY-  AZ/MOHAVE
 GQ0479  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0479
 GQ0479                         *CURRENT SURVEY CONTROL
 GQ0479  ___________________________________________________________________
 GQ0479* NAD 83(2007)-  36 27 59.76457(N)    113 28 48.35790(W)     ADJUSTED  
 GQ0479* NAVD 88     -      1667.909  (meters)    5472.13   (feet)  POSTED    
 GQ0479  ___________________________________________________________________
 GQ0479  EPOCH DATE  -        2007.00
 GQ0479  X           -  -2,046,625.175 (meters)                     COMP
 GQ0479  Y           -  -4,711,389.997 (meters)                     COMP
 GQ0479  Z           -   3,770,931.883 (meters)                     COMP
 GQ0479  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 GQ0479  ELLIP HEIGHT-        1644.178 (meters)          (02/10/07) ADJUSTED
 GQ0479  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 GQ0479  DYNAMIC HT  -        1665.920 (meters)    5465.61  (feet)  COMP
 GQ0479
 GQ0479  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GQ0479  Type    PID    Designation                      North   East  Ellip
 GQ0479  -------------------------------------------------------------------
 GQ0479  NETWORK GQ0479 150 DOR                           0.41   0.31   0.82
 GQ0479  -------------------------------------------------------------------
 GQ0479  MODELED GRAV-     979,379.2   (mgal)                       NAVD 88
 GQ0479
 GQ0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0479
 GQ0479.The horizontal coordinates were established by GPS observations
 GQ0479.and adjusted by the National Geodetic Survey in February 2007.
 GQ0479
 GQ0479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0479.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0479.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0479.The epoch date for horizontal control is a decimal equivalence
 GQ0479.of Year/Month/Day.
 GQ0479
 GQ0479.The orthometric height was determined by differential leveling
 GQ0479.and adjusted by the  in 1992.
 GQ0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0479.rate of 0.0 thru 1.0 mm/km.
 GQ0479
 GQ0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0479
 GQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0479
 GQ0479.The ellipsoidal height was determined by GPS observations
 GQ0479.and is referenced to NAD 83.
 GQ0479
 GQ0479.The geoid height was determined by GEOID03.
 GQ0479
 GQ0479.The dynamic height is computed by dividing the NAVD 88
 GQ0479.geopotential number by the normal gravity value computed on the
 GQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0479.degrees latitude (g = 980.6199 gals.).
 GQ0479
 GQ0479.The modeled gravity was interpolated from observed gravity values.
 GQ0479
 GQ0479;                    North         East     Units Scale Factor Converg.
 GQ0479;SPC AZ W     -   606,337.419   237,549.485   MT  0.99994054   +0 09 37.5
 GQ0479;SPC AZ W     - 1,989,295.99    779,361.83   iFT  0.99994054   +0 09 37.5
 GQ0479;UTM  12      - 4,038,562.976   277,778.145   MT  1.00020846   -1 28 28.8
 GQ0479
 GQ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0479!SPC AZ W     -   0.99974203  x   0.99994054  =   0.99968258
 GQ0479!UTM  12      -   0.99974203  x   1.00020846  =   0.99995043
 GQ0479
 GQ0479                          SUPERSEDED SURVEY CONTROL
 GQ0479
 GQ0479  NAD 83(1992)-  36 27 59.76430(N)    113 28 48.35724(W) AD(       ) B
 GQ0479  ELLIP H (08/22/05) 1644.182  (m)                       GP(       ) 3 1
 GQ0479  NAVD 88 (08/22/05) 1667.97   (m)         5472.3    (f) LEVELING    3  
 GQ0479
 GQ0479.Superseded values are not recommended for survey control.
 GQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0479.See file dsdata.txt to determine how the superseded data were derived.
 GQ0479
 GQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7777838563(NAD 83)
 GQ0479_MARKER: DB = BENCH MARK DISK
 GQ0479_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0479_SP_SET: ROCK OUTCROP
 GQ0479_STAMPING: 150 DOR 1970 5469
 GQ0479_MARK LOGO: USGS  
 GQ0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0479+STABILITY: POSITION/ELEVATION WELL
 GQ0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0479+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GQ0479
 GQ0479  HISTORY     - Date     Condition        Report By
 GQ0479  HISTORY     - 1970     MONUMENTED       USGS
 GQ0479  HISTORY     - 20050401 GOOD             NGS
 GQ0479
 GQ0479                          STATION DESCRIPTION
 GQ0479
 GQ0479'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0479'86.9 KM (54.00 MI) SSE FROM ST GEORGE UT.
 GQ0479'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0479'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0479'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0479'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 8.1 MILES SOUTHWEST, 54 FEET
 GQ0479'WEST OF THE ROAD.
 GQ0479'THE MARK IS 2.5 FT  E FROM  A WITNESS POST
 GQ0479'THE MARK IS 6 FT ABOVE ROAD.
 GQ0479
 GQ0479                          STATION RECOVERY (2005)
 GQ0479
 GQ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GQ0479'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0624 ***********************************************************************
 DU0624  DESIGNATION -  1505.69
 DU0624  PID         -  DU0624
 DU0624  STATE/COUNTY-  AZ/MARICOPA
 DU0624  USGS QUAD   -  BUCKHORN (1982)
 DU0624
 DU0624                         *CURRENT SURVEY CONTROL
 DU0624  ___________________________________________________________________
 DU0624* NAD 83(1986)-  33 24 55.     (N)    111 38 33.     (W)     SCALED    
 DU0624* NAVD 88     -       459.537  (meters)    1507.66   (feet)  ADJUSTED  
 DU0624  ___________________________________________________________________
 DU0624  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0624  DYNAMIC HT  -         458.988 (meters)    1505.86  (feet)  COMP
 DU0624  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 DU0624
 DU0624  VERT ORDER  -  FIRST     CLASS II
 DU0624
 DU0624.The horizontal coordinates were scaled from a topographic map and have
 DU0624.an estimated accuracy of +/- 6 seconds.
 DU0624
 DU0624.The orthometric height was determined by differential leveling
 DU0624.and adjusted in June 1991.
 DU0624
 DU0624.The geoid height was determined by GEOID03.
 DU0624
 DU0624.The dynamic height is computed by dividing the NAVD 88
 DU0624.geopotential number by the normal gravity value computed on the
 DU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0624.degrees latitude (g = 980.6199 gals.).
 DU0624
 DU0624.The modeled gravity was interpolated from observed gravity values.
 DU0624
 DU0624;                    North         East    Units  Estimated Accuracy
 DU0624;SPC AZ C     -   267,840.      238,860.      MT  (+/- 180 meters Scaled)
 DU0624
 DU0624                          SUPERSEDED SURVEY CONTROL
 DU0624
 DU0624  NGVD 29 (??/??/92)  459.167  (m)         1506.45   (f) ADJ UNCH    1 2
 DU0624
 DU0624.Superseded values are not recommended for survey control.
 DU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0624.See file dsdata.txt to determine how the superseded data were derived.
 DU0624
 DU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB402975(NAD 83)
 DU0624_MARKER: DD = SURVEY DISK
 DU0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0624_SP_SET: ABUTMENT
 DU0624_STAMPING: 1505.69 551.50
 DU0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0624+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 DU0624
 DU0624  HISTORY     - Date     Condition        Report By
 DU0624  HISTORY     - UNK      MONUMENTED       AZHD
 DU0624  HISTORY     - 1948     GOOD             NGS
 DU0624  HISTORY     - 1981     GOOD             NGS
 DU0624  HISTORY     - 20061105 GOOD             GEOCAC
 DU0624
 DU0624                          STATION DESCRIPTION
 DU0624
 DU0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0624'5.4 MI W FROM APACHE JUNCTION.
 DU0624'ABOUT 5.4 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0624'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0624'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0624'WASH AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 DU0624
 DU0624                          STATION RECOVERY (1981)
 DU0624
 DU0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0624'5.4 KILOMETERS (3.35 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0624'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0624'WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0624'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.1 KILOMETER (0.05
 DU0624'MILE) WEST OF 88TH STREET AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0624'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANE.
 DU0624'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0624
 DU0624                          STATION RECOVERY (2006)
 DU0624
 DU0624'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0624'RECOVERED AS DESCRIBED. THE CULVERT HEADWALL HAS BEEN UPGRADED TO
 DU0624'CONCRETE, LUCKILY THE MARK WAS SPARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0276 ***********************************************************************
 FS0276  DESIGNATION -  1506+93
 FS0276  PID         -  FS0276
 FS0276  STATE/COUNTY-  AZ/MOHAVE
 FS0276  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0276
 FS0276                         *CURRENT SURVEY CONTROL
 FS0276  ___________________________________________________________________
 FS0276* NAD 83(1986)-  35 43 30.     (N)    114 29 21.     (W)     SCALED    
 FS0276* NAVD 88     -       736.899  (meters)    2417.64   (feet)  POSTED    
 FS0276  ___________________________________________________________________
 FS0276  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0276  DYNAMIC HT  -         736.110 (meters)    2415.05  (feet)  COMP
 FS0276  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 FS0276
 FS0276  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0276
 FS0276.The horizontal coordinates were scaled from a topographic map and have
 FS0276.an estimated accuracy of +/- 6 seconds.
 FS0276
 FS0276.The orthometric height was determined by differential leveling
 FS0276.and adjusted by the  in 1992.
 FS0276.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0276.rate of 1.1 thru 2.0 mm/km.
 FS0276
 FS0276.The geoid height was determined by GEOID03.
 FS0276
 FS0276.The dynamic height is computed by dividing the NAVD 88
 FS0276.geopotential number by the normal gravity value computed on the
 FS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0276.degrees latitude (g = 980.6199 gals.).
 FS0276
 FS0276.The modeled gravity was interpolated from observed gravity values.
 FS0276
 FS0276;                    North         East    Units  Estimated Accuracy
 FS0276;SPC AZ W     -   524,270.      146,490.      MT  (+/- 180 meters Scaled)
 FS0276
 FS0276                          SUPERSEDED SURVEY CONTROL
 FS0276
 FS0276  NGVD 29 (??/??/92)  736.208  (m)         2415.38   (f) ADJ UNCH    1 1
 FS0276
 FS0276.Superseded values are not recommended for survey control.
 FS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0276.See file dsdata.txt to determine how the superseded data were derived.
 FS0276
 FS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV271563(NAD 83)
 FS0276_MARKER: DD = SURVEY DISK
 FS0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0276_SP_SET: CULVERT
 FS0276_STAMPING: 1506+93 2416.82 1936
 FS0276_MARK LOGO: AZHD  
 FS0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0276
 FS0276  HISTORY     - Date     Condition        Report By
 FS0276  HISTORY     - 1936     MONUMENTED       AZHD
 FS0276  HISTORY     - 1949     GOOD             NGS
 FS0276  HISTORY     - 1982     GOOD             NGS
 FS0276  HISTORY     - 19870304 GOOD             USPSQD
 FS0276
 FS0276                          STATION DESCRIPTION
 FS0276
 FS0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0276'26.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0276'26.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0276'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.4 MILE NORTHWEST
 FS0276'OF A RICHFIELD SERVICE STATION (DAILEYS SERVICE), AT A 4- BY
 FS0276'6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0276'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 14.5 FEET SOUTHWEST
 FS0276'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 FS0276'THAN THE HIGHWAY.
 FS0276
 FS0276                          STATION RECOVERY (1982)
 FS0276
 FS0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0276'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0276
 FS0276                          STATION RECOVERY (1987)
 FS0276
 FS0276'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0750 ***********************************************************************
 FR0750  DESIGNATION -  151 0
 FR0750  PID         -  FR0750
 FR0750  STATE/COUNTY-  AZ/YAVAPAI
 FR0750  USGS QUAD   -  AUDLEY (1980)
 FR0750
 FR0750                         *CURRENT SURVEY CONTROL
 FR0750  ___________________________________________________________________
 FR0750* NAD 83(1986)-  35 25 04.     (N)    113 02 34.     (W)     SCALED    
 FR0750* NAVD 88     -      1573.376  (meters)    5161.98   (feet)  ADJUSTED  
 FR0750  ___________________________________________________________________
 FR0750  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0750  DYNAMIC HT  -        1571.342 (meters)    5155.31  (feet)  COMP
 FR0750  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 FR0750
 FR0750  VERT ORDER  -  FIRST     CLASS II
 FR0750
 FR0750.The horizontal coordinates were scaled from a topographic map and have
 FR0750.an estimated accuracy of +/- 6 seconds.
 FR0750
 FR0750.The orthometric height was determined by differential leveling
 FR0750.and adjusted in June 1991.
 FR0750
 FR0750.The geoid height was determined by GEOID03.
 FR0750
 FR0750.The dynamic height is computed by dividing the NAVD 88
 FR0750.geopotential number by the normal gravity value computed on the
 FR0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0750.degrees latitude (g = 980.6199 gals.).
 FR0750
 FR0750.The modeled gravity was interpolated from observed gravity values.
 FR0750
 FR0750;                    North         East    Units  Estimated Accuracy
 FR0750;SPC AZ C     -   490,500.      111,090.      MT  (+/- 180 meters Scaled)
 FR0750
 FR0750                          SUPERSEDED SURVEY CONTROL
 FR0750
 FR0750.No superseded survey control is available for this station.
 FR0750
 FR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE145212(NAD 83)
 FR0750_MARKER: DB = BENCH MARK DISK
 FR0750_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0750_SP_SET: COPPER-CLAD STEEL ROD
 FR0750_STAMPING: 151- 1966
 FR0750_MARK LOGO: USGS  
 FR0750_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0750
 FR0750  HISTORY     - Date     Condition        Report By
 FR0750  HISTORY     - 1966     MONUMENTED       USGS
 FR0750  HISTORY     - 1982     GOOD             NGS
 FR0750
 FR0750                          STATION DESCRIPTION
 FR0750
 FR0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0750'19.6 KM (12.2 MI) NW FROM SELIGMAN.
 FR0750'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0750'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 6.4 KM (4.0 MI)
 FR0750'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0750'129, 4.5 FENCE POSTS NORTHWEST OF A BRACED FENCE POST, AT A CULVERT,
 FR0750'32.3 METERS (106 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.8
 FR0750'METERS (125 FT) SOUTH OF THE SOUTHWEST END OF A CULVERT, 9.1 METERS
 FR0750'(30 FT) SOUTHWEST OF A FENCE, THE ROD IS ENCASSSED IN AN ORANGEBURG
 FR0750'PIPE.
 FR0750'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0750'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1238 ***********************************************************************
 DU1238  DESIGNATION -  151 DOR
 DU1238  PID         -  DU1238
 DU1238  STATE/COUNTY-  AZ/GILA
 DU1238  USGS QUAD   -  CEDAR CREEK (1978)
 DU1238
 DU1238                         *CURRENT SURVEY CONTROL
 DU1238  ___________________________________________________________________
 DU1238* NAD 83(1986)-  33 53 19.     (N)    110 10 44.     (W)     SCALED    
 DU1238* NAVD 88     -      1497.555  (meters)    4913.23   (feet)  ADJUSTED  
 DU1238  ___________________________________________________________________
 DU1238  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DU1238  DYNAMIC HT  -        1495.417 (meters)    4906.21  (feet)  COMP
 DU1238  MODELED GRAV-     979,156.7   (mgal)                       NAVD 88
 DU1238
 DU1238  VERT ORDER  -  FIRST     CLASS II
 DU1238
 DU1238.The horizontal coordinates were scaled from a topographic map and have
 DU1238.an estimated accuracy of +/- 6 seconds.
 DU1238
 DU1238.The orthometric height was determined by differential leveling
 DU1238.and adjusted in June 1991.
 DU1238
 DU1238.The geoid height was determined by GEOID03.
 DU1238
 DU1238.The dynamic height is computed by dividing the NAVD 88
 DU1238.geopotential number by the normal gravity value computed on the
 DU1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1238.degrees latitude (g = 980.6199 gals.).
 DU1238
 DU1238.The modeled gravity was interpolated from observed gravity values.
 DU1238
 DU1238;                    North         East    Units  Estimated Accuracy
 DU1238;SPC AZ E     -   320,300.      212,230.      MT  (+/- 180 meters Scaled)
 DU1238
 DU1238                          SUPERSEDED SURVEY CONTROL
 DU1238
 DU1238.No superseded survey control is available for this station.
 DU1238
 DU1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC759501(NAD 83)
 DU1238_MARKER: DB = BENCH MARK DISK
 DU1238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1238_SP_SET: COPPER-CLAD STEEL ROD
 DU1238_STAMPING: 4911 151 DOR 1965
 DU1238_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1238
 DU1238  HISTORY     - Date     Condition        Report By
 DU1238  HISTORY     - 1965     MONUMENTED       USGS
 DU1238  HISTORY     - 1979     GOOD             NGS
 DU1238
 DU1238                          STATION DESCRIPTION
 DU1238
 DU1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1238'10.2 MI SE FROM CARRIZO JUNCTION.
 DU1238'10.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1238'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1238'MILE MARKER 320, 99.2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1238'6.2 FEET EAST OF POWER POLE 114 AND 0.9 FOOT SOUTHEAST OF A BARBED
 DU1238'WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS
 DU1238'WERE DRIVEN TO REFUSAL.
 DU1238'THE MARK IS 1.4 FT  SE FROM A WITNESS POST.
 DU1238'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0480 ***********************************************************************
 GQ0480  DESIGNATION -  151 DOR
 GQ0480  PID         -  GQ0480
 GQ0480  STATE/COUNTY-  AZ/MOHAVE
 GQ0480  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0480
 GQ0480                         *CURRENT SURVEY CONTROL
 GQ0480  ___________________________________________________________________
 GQ0480* NAD 83(1986)-  36 27 50.     (N)    113 29 53.     (W)     SCALED    
 GQ0480* NAVD 88     -      1671.323  (meters)    5483.33   (feet)  POSTED    
 GQ0480  ___________________________________________________________________
 GQ0480  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 GQ0480  DYNAMIC HT  -        1669.330 (meters)    5476.79  (feet)  COMP
 GQ0480  MODELED GRAV-     979,378.6   (mgal)                       NAVD 88
 GQ0480
 GQ0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0480
 GQ0480.The horizontal coordinates were scaled from a topographic map and have
 GQ0480.an estimated accuracy of +/- 6 seconds.
 GQ0480
 GQ0480.The orthometric height was determined by differential leveling
 GQ0480.and adjusted by the  in 1992.
 GQ0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0480.rate of 0.0 thru 1.0 mm/km.
 GQ0480
 GQ0480.The geoid height was determined by GEOID03.
 GQ0480
 GQ0480.The dynamic height is computed by dividing the NAVD 88
 GQ0480.geopotential number by the normal gravity value computed on the
 GQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0480.degrees latitude (g = 980.6199 gals.).
 GQ0480
 GQ0480.The modeled gravity was interpolated from observed gravity values.
 GQ0480
 GQ0480;                    North         East    Units  Estimated Accuracy
 GQ0480;SPC AZ W     -   606,030.      235,940.      MT  (+/- 180 meters Scaled)
 GQ0480
 GQ0480                          SUPERSEDED SURVEY CONTROL
 GQ0480
 GQ0480.No superseded survey control is available for this station.
 GQ0480
 GQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF761383(NAD 83)
 GQ0480_MARKER: DB = BENCH MARK DISK
 GQ0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0480_SP_SET: COPPER-CLAD STEEL ROD
 GQ0480_STAMPING: 151 DOR 1970 5480
 GQ0480_MARK LOGO: USGS  
 GQ0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0480
 GQ0480  HISTORY     - Date     Condition        Report By
 GQ0480  HISTORY     - 1970     MONUMENTED       USGS
 GQ0480
 GQ0480                          STATION DESCRIPTION
 GQ0480
 GQ0480'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0480'88.5 KM (55.00 MI) SSE FROM ST GEORGE UT.
 GQ0480'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0480'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0480'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0480'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 9.1 MILES SOUTHWEST, 0.1 MILE
 GQ0480'SOUTHWEST OF A WASH CROSSING, 120 FEET WEST OF THE ROAD, 19 FEET
 GQ0480'SOUTH OF A DIM ROAD AND GATE, 0.5 FEET EAST OF A FENCE.  ROD DEPTH
 GQ0480'UNKNOWN.
 GQ0480'THE MARK IS 0.5 FT  E FROM  A WITNESS SIGN
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0038 ***********************************************************************
 CZ0038  DESIGNATION -  151+44.78
 CZ0038  PID         -  CZ0038
 CZ0038  STATE/COUNTY-  AZ/PIMA
 CZ0038  USGS QUAD   -  TUCSON (1992)
 CZ0038
 CZ0038                         *CURRENT SURVEY CONTROL
 CZ0038  ___________________________________________________________________
 CZ0038* NAD 83(1986)-  32 14 16.     (N)    110 59 05.     (W)     SCALED    
 CZ0038* NAVD 88     -       710.700  (meters)    2331.69   (feet)  ADJUSTED  
 CZ0038  ___________________________________________________________________
 CZ0038  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0038  DYNAMIC HT  -         709.729 (meters)    2328.50  (feet)  COMP
 CZ0038  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 CZ0038
 CZ0038  VERT ORDER  -  FIRST     CLASS II
 CZ0038
 CZ0038.The horizontal coordinates were scaled from a topographic map and have
 CZ0038.an estimated accuracy of +/- 6 seconds.
 CZ0038
 CZ0038.The orthometric height was determined by differential leveling
 CZ0038.and adjusted in June 1991.
 CZ0038
 CZ0038.The geoid height was determined by GEOID03.
 CZ0038
 CZ0038.The dynamic height is computed by dividing the NAVD 88
 CZ0038.geopotential number by the normal gravity value computed on the
 CZ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0038.degrees latitude (g = 980.6199 gals.).
 CZ0038
 CZ0038.The modeled gravity was interpolated from observed gravity values.
 CZ0038
 CZ0038;                    North         East    Units  Estimated Accuracy
 CZ0038;SPC AZ C     -   137,610.      301,190.      MT  (+/- 180 meters Scaled)
 CZ0038
 CZ0038                          SUPERSEDED SURVEY CONTROL
 CZ0038
 CZ0038  NGVD 29 (??/??/92)  710.033  (m)         2329.50   (f) ADJ UNCH    1 2
 CZ0038
 CZ0038.Superseded values are not recommended for survey control.
 CZ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0038.See file dsdata.txt to determine how the superseded data were derived.
 CZ0038
 CZ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA014667(NAD 83)
 CZ0038_MARKER: DD = SURVEY DISK
 CZ0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0038_SP_SET: CULVERT
 CZ0038_STAMPING: 2330.32 1951 SB 151+44.78
 CZ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0038
 CZ0038  HISTORY     - Date     Condition        Report By
 CZ0038  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0038  HISTORY     - 1951     GOOD             NGS
 CZ0038  HISTORY     - 1960     GOOD             NGS
 CZ0038  HISTORY     - 1980     GOOD             NGS
 CZ0038
 CZ0038                          STATION DESCRIPTION
 CZ0038
 CZ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0038'2.0 MI NW FROM TUCSON.
 CZ0038'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0038'STATION AT TUCSON, THENCE 1.1 MILE N ALONG TUCSON ACCESS FREEWAY, 0.1
 CZ0038'MILE NORTH OF INTERSECTION OF TUCSON ACCESS FREEWAY WITH W. SPEEDWAY,
 CZ0038'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEADWALL OF A
 CZ0038'LARGE CONCRETE HIGHWAY CULVERT, 31 1/2 FEET SOUTHWEST OF THE HIGHWAY
 CZ0038'CENTERLINE, AND ABOUT 1 FOOT LOWER THAN HIGHWAY.
 CZ0038
 CZ0038                          STATION RECOVERY (1960)
 CZ0038
 CZ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0038'RECOVERED IN GOOD CONDITION.
 CZ0038
 CZ0038                          STATION RECOVERY (1980)
 CZ0038
 CZ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0038'0.2 KILOMETER (0.15 MILE) NORTH ALONG INTERSTATE HIGHWAY 10 FROM
 CZ0038'THE WEST SPEEDWAY BRIDGE, AT THE SOUTHBOUND OFF-RAMP TO WEST
 CZ0038'SPEEDWAY, IN THE TOP AND CENTER OF THE WEST HEADWALL OF A DOUBLE BOX
 CZ0038'CULVERT, 14.0 METERS (46 FEET) WEST OF THE WEST OFF-RAMP CURB.
 CZ0038'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0622 ***********************************************************************
 DU0622  DESIGNATION -  1510.56
 DU0622  PID         -  DU0622
 DU0622  STATE/COUNTY-  AZ/MARICOPA
 DU0622  USGS QUAD   -  BUCKHORN (1982)
 DU0622
 DU0622                         *CURRENT SURVEY CONTROL
 DU0622  ___________________________________________________________________
 DU0622* NAD 83(1986)-  33 24 55.     (N)    111 38 23.     (W)     SCALED    
 DU0622* NAVD 88     -       460.860  (meters)    1512.00   (feet)  ADJUSTED  
 DU0622  ___________________________________________________________________
 DU0622  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0622  DYNAMIC HT  -         460.310 (meters)    1510.20  (feet)  COMP
 DU0622  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 DU0622
 DU0622  VERT ORDER  -  FIRST     CLASS II
 DU0622
 DU0622.The horizontal coordinates were scaled from a topographic map and have
 DU0622.an estimated accuracy of +/- 6 seconds.
 DU0622
 DU0622.The orthometric height was determined by differential leveling
 DU0622.and adjusted in June 1991.
 DU0622
 DU0622.The geoid height was determined by GEOID03.
 DU0622
 DU0622.The dynamic height is computed by dividing the NAVD 88
 DU0622.geopotential number by the normal gravity value computed on the
 DU0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0622.degrees latitude (g = 980.6199 gals.).
 DU0622
 DU0622.The modeled gravity was interpolated from observed gravity values.
 DU0622
 DU0622;                    North         East    Units  Estimated Accuracy
 DU0622;SPC AZ C     -   267,840.      239,120.      MT  (+/- 180 meters Scaled)
 DU0622
 DU0622                          SUPERSEDED SURVEY CONTROL
 DU0622
 DU0622  NGVD 29 (??/??/92)  460.646  (m)         1511.30   (f) ADJ UNCH    1 2
 DU0622
 DU0622.Superseded values are not recommended for survey control.
 DU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0622.See file dsdata.txt to determine how the superseded data were derived.
 DU0622
 DU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB405975(NAD 83)
 DU0622_MARKER: DD = SURVEY DISK
 DU0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0622_SP_SET: ABUTMENT
 DU0622_STAMPING: 1510.56 558.72
 DU0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0622+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0622
 DU0622  HISTORY     - Date     Condition        Report By
 DU0622  HISTORY     - UNK      MONUMENTED       AZHD
 DU0622  HISTORY     - 1948     GOOD             NGS
 DU0622  HISTORY     - 1981     GOOD             NGS
 DU0622  HISTORY     - 20060904 GOOD             GEOCAC
 DU0622
 DU0622                          STATION DESCRIPTION
 DU0622
 DU0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0622'5.2 MI W FROM APACHE JUNCTION.
 DU0622'ABOUT 5.2 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0622'AT THE MAIN ENTRANCE TO THE OASIS AIRPORT, 270 FEET WEST OF THE CENTER
 DU0622'LINE OF THE MAIN ENTRANCE TO AIRPORT, 21.5 FEET NORTH OF THE CENTER
 DU0622'LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF THE
 DU0622'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0622'HIGHWAY.
 DU0622
 DU0622                          STATION RECOVERY (1981)
 DU0622
 DU0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0622'5.6 KILOMETERS (3.5 MILES) EAST ALONG U.S. HIGHWAY 60, 70 , 80 AND 89
 DU0622'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0622'WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH A
 DU0622'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.2 KILOMETER (0.1
 DU0622'MILE) EAST OF 88TH STREET, 0.2 KILOMETER (0.1 MILE) WEST ACROSS THE
 DU0622'HIGHWAY FROM THE OASIS LOUNGE AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0622'NORTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANE.
 DU0622'THE MARK IS 0.5 M BELOW THE  HIGHWAY.
 DU0622
 DU0622                          STATION RECOVERY (2006)
 DU0622
 DU0622'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0622'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0066 ***********************************************************************
 EU0066  DESIGNATION -  1512.07
 EU0066  PID         -  EU0066
 EU0066  STATE/COUNTY-  AZ/MOHAVE
 EU0066  USGS QUAD   -  YUCCA (1970)
 EU0066
 EU0066                         *CURRENT SURVEY CONTROL
 EU0066  ___________________________________________________________________
 EU0066* NAD 83(1986)-  34 47 18.     (N)    114 10 10.     (W)     SCALED    
 EU0066* NAVD 88     -       461.83   (+/-2cm)    1515.2    (feet)  VERTCON   
 EU0066  ___________________________________________________________________
 EU0066  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 EU0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0066
 EU0066.The horizontal coordinates were scaled from a topographic map and have
 EU0066.an estimated accuracy of +/- 6 seconds.
 EU0066
 EU0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0066.The vertical order pertains to the NGVD 29 superseded value.
 EU0066
 EU0066.The geoid height was determined by GEOID03.
 EU0066
 EU0066;                    North         East    Units  Estimated Accuracy
 EU0066;SPC AZ W     -   420,190.      174,970.      MT  (+/- 180 meters Scaled)
 EU0066
 EU0066                          SUPERSEDED SURVEY CONTROL
 EU0066
 EU0066  NGVD 29 (??/??/??)  461.110  (m)         1512.83   (f) ADJUSTED    2 0
 EU0066
 EU0066.Superseded values are not recommended for survey control.
 EU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0066.See file dsdata.txt to determine how the superseded data were derived.
 EU0066
 EU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU589532(NAD 83)
 EU0066_MARKER: DD = SURVEY DISK
 EU0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0066_SP_SET: CULVERT
 EU0066_STAMPING: 1512.07 1025X80 1951
 EU0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0066
 EU0066  HISTORY     - Date     Condition        Report By
 EU0066  HISTORY     - 1951     MONUMENTED       AZHD
 EU0066  HISTORY     - 1961     GOOD             NGS
 EU0066  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0066  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0066
 EU0066                          STATION DESCRIPTION
 EU0066
 EU0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0066'6.8 MI SW FROM YUCCA.
 EU0066'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0066'YUCCA, THENCE 6.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, ABOUT
 EU0066'0.15 MILES SOUTHWEST OF THE JUNCTION OF THE ROAD NORTH TO
 EU0066'HAVILAND, SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST
 EU0066'HEADWALL OF AN 8 FOOT CONCRETE BOX CULVERT, 25 FEET SOUTHEAST
 EU0066'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 5 FEET BELOW THE
 EU0066'LEVEL OF THE HIGHWAY.
 EU0066
 EU0066                          STATION RECOVERY (1970)
 EU0066
 EU0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0066'MARK NOT FOUND.
 EU0066
 EU0066                          STATION RECOVERY (1981)
 EU0066
 EU0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0066'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0529 ***********************************************************************
 DU0529  DESIGNATION -  1513.65
 DU0529  PID         -  DU0529
 DU0529  STATE/COUNTY-  AZ/PINAL
 DU0529  USGS QUAD   -  FLORENCE (1981)
 DU0529
 DU0529                         *CURRENT SURVEY CONTROL
 DU0529  ___________________________________________________________________
 DU0529* NAD 83(1986)-  33 01 06.     (N)    111 23 16.     (W)     SCALED    
 DU0529* NAVD 88     -       461.91   (+/-2cm)    1515.4    (feet)  VERTCON   
 DU0529  ___________________________________________________________________
 DU0529  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0529  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0529
 DU0529.The horizontal coordinates were scaled from a topographic map and have
 DU0529.an estimated accuracy of +/- 6 seconds.
 DU0529
 DU0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0529.The vertical order pertains to the NGVD 29 superseded value.
 DU0529
 DU0529.The geoid height was determined by GEOID03.
 DU0529
 DU0529;                    North         East    Units  Estimated Accuracy
 DU0529;SPC AZ C     -   223,910.      262,770.      MT  (+/- 180 meters Scaled)
 DU0529
 DU0529                          SUPERSEDED SURVEY CONTROL
 DU0529
 DU0529  NGVD 29 (??/??/92)  461.351  (m)         1513.62   (f) ADJ UNCH    1 2
 DU0529
 DU0529.Superseded values are not recommended for survey control.
 DU0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0529.See file dsdata.txt to determine how the superseded data were derived.
 DU0529
 DU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB637533(NAD 83)
 DU0529_MARKER: DD = SURVEY DISK
 DU0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0529_SP_SET: CULVERT
 DU0529_STAMPING: 1513.65
 DU0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0529
 DU0529  HISTORY     - Date     Condition        Report By
 DU0529  HISTORY     - UNK      MONUMENTED       AZHD
 DU0529  HISTORY     - 1967     GOOD             NGS
 DU0529  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0529  HISTORY     - 20080416 MARK NOT FOUND   GEOCAC
 DU0529
 DU0529                          STATION DESCRIPTION
 DU0529
 DU0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0529'1.2 MI SW FROM FLORENCE.
 DU0529'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0529'FLORENCE, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 287, IN S 11, T 5
 DU0529'S, R 9 E, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DU0529'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A CULVERT, AND
 DU0529'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DU0529
 DU0529                          STATION RECOVERY (1992)
 DU0529
 DU0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0529'MARK NOT FOUND.
 DU0529
 DU0529                          STATION RECOVERY (2008)
 DU0529
 DU0529'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0529'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0529'MARK. IT APPEARS A SAFETY RAILING HAS BEEN ADDED TO THE HEADWALL OF
 DU0529'THE CULVERT, AND THE MARK IS EITHER COVERED BY CONCRETE OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0051 ***********************************************************************
 FS0051  DESIGNATION -  1515.66
 FS0051  PID         -  FS0051
 FS0051  STATE/COUNTY-  AZ/MOHAVE
 FS0051  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0051
 FS0051                         *CURRENT SURVEY CONTROL
 FS0051  ___________________________________________________________________
 FS0051* NAD 83(1986)-  35 59 27.     (N)    114 42 57.     (W)     SCALED    
 FS0051* NAVD 88     -       461.707  (meters)    1514.78   (feet)  POSTED    
 FS0051  ___________________________________________________________________
 FS0051  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0051  DYNAMIC HT  -         461.250 (meters)    1513.28  (feet)  COMP
 FS0051  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 FS0051
 FS0051  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0051
 FS0051.The horizontal coordinates were scaled from a topographic map and have
 FS0051.an estimated accuracy of +/- 6 seconds.
 FS0051
 FS0051.The orthometric height was determined by differential leveling
 FS0051.and adjusted by the  in 1992.
 FS0051.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0051.rate of 2.1 thru 3.0 mm/km.
 FS0051
 FS0051.The geoid height was determined by GEOID03.
 FS0051
 FS0051.The dynamic height is computed by dividing the NAVD 88
 FS0051.geopotential number by the normal gravity value computed on the
 FS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0051.degrees latitude (g = 980.6199 gals.).
 FS0051
 FS0051.The modeled gravity was interpolated from observed gravity values.
 FS0051
 FS0051;                    North         East    Units  Estimated Accuracy
 FS0051;SPC AZ W     -   553,950.      126,270.      MT  (+/- 180 meters Scaled)
 FS0051
 FS0051                          SUPERSEDED SURVEY CONTROL
 FS0051
 FS0051  NGVD 29 (??/??/92)  460.991  (m)         1512.43   (f) ADJ UNCH    1 1
 FS0051
 FS0051.Superseded values are not recommended for survey control.
 FS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0051.See file dsdata.txt to determine how the superseded data were derived.
 FS0051
 FS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV059853(NAD 83)
 FS0051_MARKER: DD = SURVEY DISK
 FS0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0051_SP_SET: CULVERT
 FS0051_STAMPING: 2986.28 1515.66
 FS0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0051
 FS0051  HISTORY     - Date     Condition        Report By
 FS0051  HISTORY     - UNK      MONUMENTED       BPR
 FS0051  HISTORY     - 1950     GOOD             NGS
 FS0051  HISTORY     - 1963     GOOD             NGS
 FS0051  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0051
 FS0051                          STATION DESCRIPTION
 FS0051
 FS0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0051'2.8 MI SE FROM HOOVER DAM.
 FS0051'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0051'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTH OF MILEPOST 3, AT A
 FS0051'24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE SOUTHEAST
 FS0051'END OF THE NORTHEAST CONCRETE HEAD WALL, 13.0 FEET NORTHEAST
 FS0051'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN
 FS0051'THE HIGHWAY.
 FS0051
 FS0051                          STATION RECOVERY (1963)
 FS0051
 FS0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0051'RECOVERED IN GOOD CONDITION.
 FS0051
 FS0051                          STATION RECOVERY (1981)
 FS0051
 FS0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0051'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0278 ***********************************************************************
 FS0278  DESIGNATION -  1517+80
 FS0278  PID         -  FS0278
 FS0278  STATE/COUNTY-  AZ/MOHAVE
 FS0278  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0278
 FS0278                         *CURRENT SURVEY CONTROL
 FS0278  ___________________________________________________________________
 FS0278* NAD 83(1986)-  35 43 36.     (N)    114 29 25.     (W)     SCALED    
 FS0278* NAVD 88     -       735.600  (meters)    2413.38   (feet)  POSTED    
 FS0278  ___________________________________________________________________
 FS0278  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0278  DYNAMIC HT  -         734.810 (meters)    2410.79  (feet)  COMP
 FS0278  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 FS0278
 FS0278  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0278
 FS0278.The horizontal coordinates were scaled from a topographic map and have
 FS0278.an estimated accuracy of +/- 6 seconds.
 FS0278
 FS0278.The orthometric height was determined by differential leveling
 FS0278.and adjusted by the  in 1992.
 FS0278.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0278.rate of 1.1 thru 2.0 mm/km.
 FS0278
 FS0278.The geoid height was determined by GEOID03.
 FS0278
 FS0278.The dynamic height is computed by dividing the NAVD 88
 FS0278.geopotential number by the normal gravity value computed on the
 FS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0278.degrees latitude (g = 980.6199 gals.).
 FS0278
 FS0278.The modeled gravity was interpolated from observed gravity values.
 FS0278
 FS0278;                    North         East    Units  Estimated Accuracy
 FS0278;SPC AZ W     -   524,460.      146,390.      MT  (+/- 180 meters Scaled)
 FS0278
 FS0278                          SUPERSEDED SURVEY CONTROL
 FS0278
 FS0278  NGVD 29 (??/??/92)  734.910  (m)         2411.12   (f) ADJ UNCH    1 1
 FS0278
 FS0278.Superseded values are not recommended for survey control.
 FS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0278.See file dsdata.txt to determine how the superseded data were derived.
 FS0278
 FS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV269565(NAD 83)
 FS0278_MARKER: DD = SURVEY DISK
 FS0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0278_SP_SET: CULVERT
 FS0278_STAMPING: 1517+80 2412.54 1936
 FS0278_MARK LOGO: AZHD  
 FS0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0278
 FS0278  HISTORY     - Date     Condition        Report By
 FS0278  HISTORY     - 1936     MONUMENTED       AZHD
 FS0278  HISTORY     - 1949     GOOD             NGS
 FS0278  HISTORY     - 1982     GOOD             NGS
 FS0278  HISTORY     - 19870223 GOOD             USPSQD
 FS0278
 FS0278                          STATION DESCRIPTION
 FS0278
 FS0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0278'26.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0278'26.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0278'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 26.4 MILES SOUTHEAST
 FS0278'OF HOOVER DAM, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0278'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD
 FS0278'WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 FS0278'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0278
 FS0278                          STATION RECOVERY (1982)
 FS0278
 FS0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0278'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0278
 FS0278                          STATION RECOVERY (1987)
 FS0278
 FS0278'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1229 ***********************************************************************
 CZ1229  DESIGNATION -  1518.8
 CZ1229  PID         -  CZ1229
 CZ1229  STATE/COUNTY-  AZ/PINAL
 CZ1229  USGS QUAD   -  VAIVA VO (1993)
 CZ1229
 CZ1229                         *CURRENT SURVEY CONTROL
 CZ1229  ___________________________________________________________________
 CZ1229* NAD 83(1986)-  32 38 21.     (N)    111 56 46.     (W)     SCALED    
 CZ1229* NAVD 88     -       463.51   (+/-2cm)    1520.7    (feet)  VERTCON   
 CZ1229  ___________________________________________________________________
 CZ1229  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1229
 CZ1229.The horizontal coordinates were scaled from a topographic map and have
 CZ1229.an estimated accuracy of +/- 6 seconds.
 CZ1229
 CZ1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1229.The vertical order pertains to the NGVD 29 superseded value.
 CZ1229
 CZ1229.The geoid height was determined by GEOID03.
 CZ1229
 CZ1229;                    North         East    Units  Estimated Accuracy
 CZ1229;SPC AZ C     -   181,740.      210,600.      MT  (+/- 180 meters Scaled)
 CZ1229
 CZ1229                          SUPERSEDED SURVEY CONTROL
 CZ1229
 CZ1229  NGVD 29 (??/??/92)  462.912  (m)         1518.74   (f) ADJ UNCH    2 0
 CZ1229
 CZ1229.Superseded values are not recommended for survey control.
 CZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1229.See file dsdata.txt to determine how the superseded data were derived.
 CZ1229
 CZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB112116(NAD 83)
 CZ1229_MARKER: B = BOLT
 CZ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1229+STABILITY: SURFACE MOTION
 CZ1229
 CZ1229  HISTORY     - Date     Condition        Report By
 CZ1229  HISTORY     - UNK      MONUMENTED       USGS
 CZ1229  HISTORY     - 1951     GOOD             NGS
 CZ1229
 CZ1229                          STATION DESCRIPTION
 CZ1229
 CZ1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1229'5.3 MI S FROM COCKLEBUR.
 CZ1229'5.3 MILES SOUTH ALONG A TRACK ROAD FROM THE WATER WELL AT THE INDIAN
 CZ1229'VILLAGE OF COCKLEBUR, 5.8 MILES NORTH OF THE WINDMILL AT QUAJOTE, IN A
 CZ1229'CLEARING, 28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 CZ1229'EAST OF A WITNESS POST, A COPPER BOLT SET IN THE TOP OF A CONCRETE
 CZ1229'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND, AND ABOUT LEVEL WITH THE
 CZ1229'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0751 ***********************************************************************
 FR0751  DESIGNATION -  152 0
 FR0751  PID         -  FR0751
 FR0751  STATE/COUNTY-  AZ/YAVAPAI
 FR0751  USGS QUAD   -  AUDLEY (1980)
 FR0751
 FR0751                         *CURRENT SURVEY CONTROL
 FR0751  ___________________________________________________________________
 FR0751* NAD 83(1986)-  35 24 29.     (N)    113 01 47.     (W)     SCALED    
 FR0751* NAVD 88     -      1568.369  (meters)    5145.56   (feet)  ADJUSTED  
 FR0751  ___________________________________________________________________
 FR0751  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0751  DYNAMIC HT  -        1566.340 (meters)    5138.90  (feet)  COMP
 FR0751  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 FR0751
 FR0751  VERT ORDER  -  FIRST     CLASS II
 FR0751
 FR0751.The horizontal coordinates were scaled from a topographic map and have
 FR0751.an estimated accuracy of +/- 6 seconds.
 FR0751
 FR0751.The orthometric height was determined by differential leveling
 FR0751.and adjusted in June 1991.
 FR0751
 FR0751.The geoid height was determined by GEOID03.
 FR0751
 FR0751.The dynamic height is computed by dividing the NAVD 88
 FR0751.geopotential number by the normal gravity value computed on the
 FR0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0751.degrees latitude (g = 980.6199 gals.).
 FR0751
 FR0751.The modeled gravity was interpolated from observed gravity values.
 FR0751
 FR0751;                    North         East    Units  Estimated Accuracy
 FR0751;SPC AZ C     -   489,410.      112,270.      MT  (+/- 180 meters Scaled)
 FR0751
 FR0751                          SUPERSEDED SURVEY CONTROL
 FR0751
 FR0751.No superseded survey control is available for this station.
 FR0751
 FR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE156201(NAD 83)
 FR0751_MARKER: DB = BENCH MARK DISK
 FR0751_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0751_SP_SET: COPPER-CLAD STEEL ROD
 FR0751_STAMPING: 152-0 1966
 FR0751_MARK LOGO: USGS  
 FR0751_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0751
 FR0751  HISTORY     - Date     Condition        Report By
 FR0751  HISTORY     - 1966     MONUMENTED       USGS
 FR0751  HISTORY     - 1982     GOOD             NGS
 FR0751
 FR0751                          STATION DESCRIPTION
 FR0751
 FR0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0751'18.0 KM (11.2 MI) NW FROM SELIGMAN.
 FR0751'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0751'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 4.8 KM (3.0 MI)
 FR0751'NORTHWEST ALONG US HIGHWAY 66, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 FR0751'130, 0.3 KM (0.2 MI) NORTH OF THE DOUBLE CULVERT UNDER THE RAILROAD AT
 FR0751'AUDLEY SIDING, 0.2 KM (0.1 MI) WEST OF A HIGHWAY CULVERT AND A LARGE
 FR0751'TANK, THREE POLES NORTHWEST OF A PIPE LINE SIGN, ON TOP OF A SMALL
 FR0751'RISE, 152. METERS (500 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FR0751'121.8 METERS (400 FT) SOUTHWEST OF A WITNESS POST IN A FENCE LINE, 2.1
 FR0751'METERS (7 FT) WEST OF TELEPHONE POLE 1413.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1239 ***********************************************************************
 DU1239  DESIGNATION -  152 DOR
 DU1239  PID         -  DU1239
 DU1239  STATE/COUNTY-  AZ/GILA
 DU1239  USGS QUAD   -  CEDAR CREEK (1978)
 DU1239
 DU1239                         *CURRENT SURVEY CONTROL
 DU1239  ___________________________________________________________________
 DU1239* NAD 83(1986)-  33 52 31.     (N)    110 10 36.     (W)     SCALED    
 DU1239* NAVD 88     -      1515.916  (meters)    4973.47   (feet)  ADJUSTED  
 DU1239  ___________________________________________________________________
 DU1239  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 DU1239  DYNAMIC HT  -        1513.750 (meters)    4966.36  (feet)  COMP
 DU1239  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 DU1239
 DU1239  VERT ORDER  -  FIRST     CLASS II
 DU1239
 DU1239.The horizontal coordinates were scaled from a topographic map and have
 DU1239.an estimated accuracy of +/- 6 seconds.
 DU1239
 DU1239.The orthometric height was determined by differential leveling
 DU1239.and adjusted in June 1991.
 DU1239
 DU1239.The geoid height was determined by GEOID03.
 DU1239
 DU1239.The dynamic height is computed by dividing the NAVD 88
 DU1239.geopotential number by the normal gravity value computed on the
 DU1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1239.degrees latitude (g = 980.6199 gals.).
 DU1239
 DU1239.The modeled gravity was interpolated from observed gravity values.
 DU1239
 DU1239;                    North         East    Units  Estimated Accuracy
 DU1239;SPC AZ E     -   318,820.      212,440.      MT  (+/- 180 meters Scaled)
 DU1239
 DU1239                          SUPERSEDED SURVEY CONTROL
 DU1239
 DU1239.No superseded survey control is available for this station.
 DU1239
 DU1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC761486(NAD 83)
 DU1239_MARKER: DB = BENCH MARK DISK
 DU1239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1239_SP_SET: COPPER-CLAD STEEL ROD
 DU1239_STAMPING: 4971 152 DOR 1965
 DU1239_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1239
 DU1239  HISTORY     - Date     Condition        Report By
 DU1239  HISTORY     - 1965     MONUMENTED       USGS
 DU1239  HISTORY     - 1979     GOOD             NGS
 DU1239
 DU1239                          STATION DESCRIPTION
 DU1239
 DU1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1239'11.2 MI SE FROM CARRIZO JUNCTION.
 DU1239'11.25 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1239'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.5 MILE SOUTHEAST OF HIGHWAY
 DU1239'MILE MARKER 321, 89.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1239'14.1 FEET NORTH OF TELEPHONE POLE 3350 AND 2.9 FEET NORTHWEST OF A
 DU1239'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1239'RODS WERE DRIVEN TO REFUSAL.
 DU1239'THE MARK IS 1.1 FT  NW FROM A WITNESS POST.
 DU1239'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0481 ***********************************************************************
 GQ0481  DESIGNATION -  152 DOR
 GQ0481  PID         -  GQ0481
 GQ0481  STATE/COUNTY-  AZ/MOHAVE
 GQ0481  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0481
 GQ0481                         *CURRENT SURVEY CONTROL
 GQ0481  ___________________________________________________________________
 GQ0481* NAD 83(1986)-  36 27 27.     (N)    113 30 52.     (W)     SCALED    
 GQ0481* NAVD 88     -      1692.696  (meters)    5553.45   (feet)  POSTED    
 GQ0481  ___________________________________________________________________
 GQ0481  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 GQ0481  DYNAMIC HT  -        1690.670 (meters)    5546.81  (feet)  COMP
 GQ0481  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 GQ0481
 GQ0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0481
 GQ0481.The horizontal coordinates were scaled from a topographic map and have
 GQ0481.an estimated accuracy of +/- 6 seconds.
 GQ0481
 GQ0481.The orthometric height was determined by differential leveling
 GQ0481.and adjusted by the  in 1992.
 GQ0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0481.rate of 0.0 thru 1.0 mm/km.
 GQ0481
 GQ0481.The geoid height was determined by GEOID03.
 GQ0481
 GQ0481.The dynamic height is computed by dividing the NAVD 88
 GQ0481.geopotential number by the normal gravity value computed on the
 GQ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0481.degrees latitude (g = 980.6199 gals.).
 GQ0481
 GQ0481.The modeled gravity was interpolated from observed gravity values.
 GQ0481
 GQ0481;                    North         East    Units  Estimated Accuracy
 GQ0481;SPC AZ W     -   605,320.      234,470.      MT  (+/- 180 meters Scaled)
 GQ0481
 GQ0481                          SUPERSEDED SURVEY CONTROL
 GQ0481
 GQ0481.No superseded survey control is available for this station.
 GQ0481
 GQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF746376(NAD 83)
 GQ0481_MARKER: DB = BENCH MARK DISK
 GQ0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0481_SP_SET: COPPER-CLAD STEEL ROD
 GQ0481_STAMPING: 152 DOR 1970 5550
 GQ0481_MARK LOGO: USGS  
 GQ0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0481
 GQ0481  HISTORY     - Date     Condition        Report By
 GQ0481  HISTORY     - 1970     MONUMENTED       USGS
 GQ0481
 GQ0481                          STATION DESCRIPTION
 GQ0481
 GQ0481'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0481'90.3 KM (56.10 MI) SOUTH FROM ST GEORGE UT.
 GQ0481'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0481'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0481'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0481'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 10.2 MILES SOUTHWEST TO A
 GQ0481'Y-ROAD SOUTHEAST, 0.1 MILE NORTHWEST OF A RESEVOIR, 24 FEET EAST OF
 GQ0481'THE ROAD, 1.5 FEET EAST OF THE MUSTANG RESEVOIR SIGN.  ROD DEPTH
 GQ0481'UNKNOWN.
 GQ0481'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1345 ***********************************************************************
 DU1345  DESIGNATION -  1521.04
 DU1345  PID         -  DU1345
 DU1345  STATE/COUNTY-  AZ/MARICOPA
 DU1345  USGS QUAD   -  BUCKHORN (1982)
 DU1345
 DU1345                         *CURRENT SURVEY CONTROL
 DU1345  ___________________________________________________________________
 DU1345* NAD 83(1986)-  33 29 48.     (N)    111 41 02.     (W)     SCALED    
 DU1345* NAVD 88     -       464.23   (+/-2cm)    1523.1    (feet)  VERTCON   
 DU1345  ___________________________________________________________________
 DU1345  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1345  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1345
 DU1345.The horizontal coordinates were scaled from a topographic map and have
 DU1345.an estimated accuracy of +/- 6 seconds.
 DU1345
 DU1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1345.The vertical order pertains to the NGVD 29 superseded value.
 DU1345
 DU1345.The geoid height was determined by GEOID03.
 DU1345
 DU1345;                    North         East    Units  Estimated Accuracy
 DU1345;SPC AZ C     -   276,860.      234,990.      MT  (+/- 180 meters Scaled)
 DU1345
 DU1345                          SUPERSEDED SURVEY CONTROL
 DU1345
 DU1345  NGVD 29 (??/??/92)  463.643  (m)         1521.14   (f) ADJ UNCH    1 1
 DU1345
 DU1345.Superseded values are not recommended for survey control.
 DU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1345.See file dsdata.txt to determine how the superseded data were derived.
 DU1345
 DU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364065(NAD 83)
 DU1345_MARKER: DD = SURVEY DISK
 DU1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1345_SP_SET: CULVERT
 DU1345_STAMPING: 1521.04 176+39
 DU1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1345+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 DU1345
 DU1345  HISTORY     - Date     Condition        Report By
 DU1345  HISTORY     - UNK      MONUMENTED       AZHD
 DU1345  HISTORY     - 1975     GOOD             NGS
 DU1345  HISTORY     - 20061016 GOOD             GEOCAC
 DU1345
 DU1345                          STATION DESCRIPTION
 DU1345
 DU1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1345'14.25 MI NE FROM MESA.
 DU1345'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1345'MESA TO BUSH HWY., THENCE NORTH ALONG BUSH HWY. FOR 3.4 MILES TO
 DU1345'MCDOWELL RD., CONTINUE NORTH ON BUSH HWY. FROM MCDOWELL RD. FOR 2.15
 DU1345'MILES TO STATION ON THE RIGHT (EAST).  THE STATION IS A AHD BRASS DISK
 DU1345'25 FEET EAST OF THE CENTERLINE OF BUSH HWY. AND IS SET IN THE TOP AND
 DU1345'CENTER OF A CONCRETE CULVERT HEADWALL ABOUT 6 FEET BELOW THE ROAD
 DU1345'LEVEL.  SECTION 19, T 2N, R 7E.
 DU1345
 DU1345                          STATION RECOVERY (2006)
 DU1345
 DU1345'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0621 ***********************************************************************
 DU0621  DESIGNATION -  1521.38
 DU0621  PID         -  DU0621
 DU0621  STATE/COUNTY-  AZ/MARICOPA
 DU0621  USGS QUAD   -  BUCKHORN (1982)
 DU0621
 DU0621                         *CURRENT SURVEY CONTROL
 DU0621  ___________________________________________________________________
 DU0621* NAD 83(1986)-  33 24 54.     (N)    111 38 04.     (W)     SCALED    
 DU0621* NAVD 88     -       464.52   (+/-2cm)    1524.0    (feet)  VERTCON   
 DU0621  ___________________________________________________________________
 DU0621  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0621  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0621
 DU0621.The horizontal coordinates were scaled from a topographic map and have
 DU0621.an estimated accuracy of +/- 6 seconds.
 DU0621
 DU0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0621.The vertical order pertains to the NGVD 29 superseded value.
 DU0621
 DU0621.The geoid height was determined by GEOID03.
 DU0621
 DU0621;                    North         East    Units  Estimated Accuracy
 DU0621;SPC AZ C     -   267,810.      239,610.      MT  (+/- 180 meters Scaled)
 DU0621
 DU0621                          SUPERSEDED SURVEY CONTROL
 DU0621
 DU0621  NGVD 29 (??/??/92)  463.958  (m)         1522.17   (f) ADJ UNCH    1 2
 DU0621
 DU0621.Superseded values are not recommended for survey control.
 DU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0621.See file dsdata.txt to determine how the superseded data were derived.
 DU0621
 DU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410974(NAD 83)
 DU0621_MARKER: DD = SURVEY DISK
 DU0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0621_SP_SET: ABUTMENT
 DU0621_STAMPING: 1521.38 574.20
 DU0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0621+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0621
 DU0621  HISTORY     - Date     Condition        Report By
 DU0621  HISTORY     - UNK      MONUMENTED       AZHD
 DU0621  HISTORY     - 1948     GOOD             NGS
 DU0621  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DU0621  HISTORY     - 20021112 GOOD             MCDOT
 DU0621  HISTORY     - 20060904 GOOD             GEOCAC
 DU0621
 DU0621                          STATION DESCRIPTION
 DU0621
 DU0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0621'4.9 MI W FROM APACHE JUNCTION.
 DU0621'ABOUT 4.9 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0621'AT THE EAST END OF THE OASIS AIRPORT, 21.5 FEET NORTH OF THE CENTER
 DU0621'LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF THE
 DU0621'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0621'HIGHWAY.
 DU0621
 DU0621                          STATION RECOVERY (1981)
 DU0621
 DU0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0621'6.1 KILOMETERS (3.8 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0621'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE
 DU0621'WEST ABUTMENT FOR A 1.8 X 1 METER (6 X 3 FEET) BOX CULVERT WITH A
 DU0621'WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.25 KILOMETER
 DU0621'(0.15 MILE) WEST OF ELLSWORTH ROAD AND 5.0 METERS (16.5 FEET) NORTH
 DU0621'OF THE NORTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANES. NOTE
 DU0621'WOODEN HEADWALL HANGS OVER THE MARK SO THAT IT IS INACCESSIBLE AND
 DU0621'NOT LEVELLED TO IN 1981.
 DU0621'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0621
 DU0621                          STATION RECOVERY (2002)
 DU0621
 DU0621'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0621'ELEVATION CHECK WITHIN 0.06 FT USING GDACS VERTICAL ADJUSTMENT. THE
 DU0621'PUBLISHED HORIZONTAL POSITION IS OUT BY 64.2 FT NORTH AND -133.8 FT
 DU0621'EAST. THE CORRECTED POSITION IS 33 24 54.63849 N   111 38 05.57642 W
 DU0621'IN GRS80 AS MEASURED FROM 1CO1 USING RTK.
 DU0621
 DU0621                          STATION RECOVERY (2006)
 DU0621
 DU0621'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0621'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0533 ***********************************************************************
 DU0533  DESIGNATION -  1524.07
 DU0533  PID         -  DU0533
 DU0533  STATE/COUNTY-  AZ/PINAL
 DU0533  USGS QUAD   -  FLORENCE (1981)
 DU0533
 DU0533                         *CURRENT SURVEY CONTROL
 DU0533  ___________________________________________________________________
 DU0533* NAD 83(1986)-  33 01 17.     (N)    111 22 56.     (W)     SCALED    
 DU0533* NAVD 88     -       465.09   (+/-2cm)    1525.9    (feet)  VERTCON   
 DU0533  ___________________________________________________________________
 DU0533  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0533  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0533
 DU0533.The horizontal coordinates were scaled from a topographic map and have
 DU0533.an estimated accuracy of +/- 6 seconds.
 DU0533
 DU0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0533.The vertical order pertains to the NGVD 29 superseded value.
 DU0533
 DU0533.The geoid height was determined by GEOID03.
 DU0533
 DU0533;                    North         East    Units  Estimated Accuracy
 DU0533;SPC AZ C     -   224,250.      263,290.      MT  (+/- 180 meters Scaled)
 DU0533
 DU0533                          SUPERSEDED SURVEY CONTROL
 DU0533
 DU0533  NGVD 29 (??/??/92)  464.533  (m)         1524.06   (f) ADJ UNCH    1 2
 DU0533
 DU0533.Superseded values are not recommended for survey control.
 DU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0533.See file dsdata.txt to determine how the superseded data were derived.
 DU0533
 DU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB643537(NAD 83)
 DU0533_MARKER: DD = SURVEY DISK
 DU0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0533_SP_SET: CULVERT
 DU0533_STAMPING: 1524.07
 DU0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0533
 DU0533  HISTORY     - Date     Condition        Report By
 DU0533  HISTORY     - UNK      MONUMENTED       AZHD
 DU0533  HISTORY     - 1967     GOOD             NGS
 DU0533  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0533  HISTORY     - 20080416 MARK NOT FOUND   GEOCAC
 DU0533
 DU0533                          STATION DESCRIPTION
 DU0533
 DU0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0533'0.9 MI S FROM FLORENCE.
 DU0533'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0533'FLORENCE, IN S 2, T 5 S, R 9 E, AT THE Y JUNCTION OF STATE HIGHWAY 287
 DU0533'AND U.S. HIGHWAY 89, 93 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 DU0533'89 BUSINESS ROUTE, 30 FEET NORTHWEST OF THE CENTER LINE OF STATE
 DU0533'HIGHWAY 287, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE
 DU0533'HEAD WALL OF A CULVERT UNDER STATE HIGHWAY 287, AND ABOUT 1 1/2 FEET
 DU0533'BELOW THE LEVEL OF THE HIGHWAY.
 DU0533
 DU0533                          STATION RECOVERY (1992)
 DU0533
 DU0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0533'MARK NOT FOUND.
 DU0533
 DU0533                          STATION RECOVERY (2008)
 DU0533
 DU0533'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0533'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0533'MARK. THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0620 ***********************************************************************
 DU0620  DESIGNATION -  1524.56
 DU0620  PID         -  DU0620
 DU0620  STATE/COUNTY-  AZ/MARICOPA
 DU0620  USGS QUAD   -  BUCKHORN (1982)
 DU0620
 DU0620                         *CURRENT SURVEY CONTROL
 DU0620  ___________________________________________________________________
 DU0620* NAD 83(1986)-  33 24 57.     (N)    111 37 57.     (W)     SCALED    
 DU0620* NAVD 88     -       465.50   (+/-2cm)    1527.2    (feet)  VERTCON   
 DU0620  ___________________________________________________________________
 DU0620  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0620  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0620
 DU0620.The horizontal coordinates were scaled from a topographic map and have
 DU0620.an estimated accuracy of +/- 6 seconds.
 DU0620
 DU0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0620.The vertical order pertains to the NGVD 29 superseded value.
 DU0620
 DU0620.The geoid height was determined by GEOID03.
 DU0620
 DU0620;                    North         East    Units  Estimated Accuracy
 DU0620;SPC AZ C     -   267,900.      239,790.      MT  (+/- 180 meters Scaled)
 DU0620
 DU0620                          SUPERSEDED SURVEY CONTROL
 DU0620
 DU0620  NGVD 29 (??/??/92)  464.933  (m)         1525.37   (f) ADJ UNCH    1 2
 DU0620
 DU0620.Superseded values are not recommended for survey control.
 DU0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0620.See file dsdata.txt to determine how the superseded data were derived.
 DU0620
 DU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB411975(NAD 83)
 DU0620_MARKER: DD = SURVEY DISK
 DU0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0620_STAMPING: 1524.56 580.84
 DU0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0620+STABILITY: SURFACE MOTION
 DU0620
 DU0620  HISTORY     - Date     Condition        Report By
 DU0620  HISTORY     - UNK      MONUMENTED       AZHD
 DU0620  HISTORY     - 1948     GOOD             NGS
 DU0620  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0620  HISTORY     - 20021112 MARK NOT FOUND   MCDOT
 DU0620  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0620
 DU0620                          STATION DESCRIPTION
 DU0620
 DU0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0620'4.8 MI W FROM APACHE JUNCTION.
 DU0620'ABOUT 4.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0620'51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49.0 FEET SOUTHWEST
 DU0620'OF MILEPOST NO. 191, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DU0620'INCHES.
 DU0620
 DU0620                          STATION RECOVERY (1980)
 DU0620
 DU0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0620'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0620
 DU0620                          STATION RECOVERY (2002)
 DU0620
 DU0620'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0620'SEARCH FOR NOT FOUND.
 DU0620
 DU0620                          STATION RECOVERY (2008)
 DU0620
 DU0620'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0620'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0620'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0620'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0619 ***********************************************************************
 DU0619  DESIGNATION -  1525.98
 DU0619  PID         -  DU0619
 DU0619  STATE/COUNTY-  AZ/MARICOPA
 DU0619  USGS QUAD   -  BUCKHORN (1982)
 DU0619
 DU0619                         *CURRENT SURVEY CONTROL
 DU0619  ___________________________________________________________________
 DU0619* NAD 83(1986)-  33 24 57.     (N)    111 37 57.     (W)     SCALED    
 DU0619* NAVD 88     -       465.93   (+/-2cm)    1528.6    (feet)  VERTCON   
 DU0619  ___________________________________________________________________
 DU0619  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0619  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0619
 DU0619.The horizontal coordinates were scaled from a topographic map and have
 DU0619.an estimated accuracy of +/- 6 seconds.
 DU0619
 DU0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0619.The vertical order pertains to the NGVD 29 superseded value.
 DU0619
 DU0619.The geoid height was determined by GEOID03.
 DU0619
 DU0619;                    North         East    Units  Estimated Accuracy
 DU0619;SPC AZ C     -   267,900.      239,790.      MT  (+/- 180 meters Scaled)
 DU0619
 DU0619                          SUPERSEDED SURVEY CONTROL
 DU0619
 DU0619  NGVD 29 (??/??/92)  465.368  (m)         1526.79   (f) ADJ UNCH    1 2
 DU0619
 DU0619.Superseded values are not recommended for survey control.
 DU0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0619.See file dsdata.txt to determine how the superseded data were derived.
 DU0619
 DU0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB411975(NAD 83)
 DU0619_MARKER: DD = SURVEY DISK
 DU0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0619_SP_SET: ABUTMENT
 DU0619_STAMPING: 1525.98 581.30
 DU0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0619
 DU0619  HISTORY     - Date     Condition        Report By
 DU0619  HISTORY     - UNK      MONUMENTED       AZHD
 DU0619  HISTORY     - 1948     GOOD             NGS
 DU0619  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0619
 DU0619                          STATION DESCRIPTION
 DU0619
 DU0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0619'4.8 MI W FROM APACHE JUNCTION.
 DU0619'ABOUT 4.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0619'45.0 FEET NORTHEAST OF MILEPOST NO. 191, 21.6 FEET NORTH OF THE CENTER
 DU0619'LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF THE
 DU0619'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0619'HIGHWAY.
 DU0619
 DU0619                          STATION RECOVERY (1980)
 DU0619
 DU0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0619'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0441 ***********************************************************************
 CZ0441  DESIGNATION -  1526+35.6
 CZ0441  PID         -  CZ0441
 CZ0441  STATE/COUNTY-  AZ/PINAL
 CZ0441  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0441
 CZ0441                         *CURRENT SURVEY CONTROL
 CZ0441  ___________________________________________________________________
 CZ0441* NAD 83(1986)-  32 41 38.     (N)    111 05 05.     (W)     SCALED    
 CZ0441* NAVD 88     -       892.30   (+/-2cm)    2927.5    (feet)  VERTCON   
 CZ0441  ___________________________________________________________________
 CZ0441  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CZ0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0441
 CZ0441.The horizontal coordinates were scaled from a topographic map and have
 CZ0441.an estimated accuracy of +/- 6 seconds.
 CZ0441
 CZ0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0441.The vertical order pertains to the NGVD 29 superseded value.
 CZ0441
 CZ0441.The geoid height was determined by GEOID03.
 CZ0441
 CZ0441;                    North         East    Units  Estimated Accuracy
 CZ0441;SPC AZ C     -   188,110.      291,370.      MT  (+/- 180 meters Scaled)
 CZ0441
 CZ0441                          SUPERSEDED SURVEY CONTROL
 CZ0441
 CZ0441  NGVD 29 (??/??/92)  891.667  (m)         2925.41   (f) ADJ UNCH    2 0
 CZ0441
 CZ0441.Superseded values are not recommended for survey control.
 CZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0441.See file dsdata.txt to determine how the superseded data were derived.
 CZ0441
 CZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB920173(NAD 83)
 CZ0441_MARKER: DD = SURVEY DISK
 CZ0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0441_SP_SET: BRIDGE
 CZ0441_STAMPING: 1526+35.6 2925.26
 CZ0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0441
 CZ0441  HISTORY     - Date     Condition        Report By
 CZ0441  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0441  HISTORY     - 1962     GOOD             NGS
 CZ0441
 CZ0441                          STATION DESCRIPTION
 CZ0441
 CZ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0441'12.75 MI NW FROM ORACLE JUNCTION.
 CZ0441'12.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0441'JUNCTION, 14.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 11.8 FEET
 CZ0441'SOUTH OF THE NORTHEAST END OF THE BRIDGE, A STANDARD DISK SET IN A
 CZ0441'DRILLHOLE IN THE EAST HEADWALL OF THE BRIDGE OVER OLSEN WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1578 ***********************************************************************
 CZ1578  DESIGNATION -  1526.70
 CZ1578  PID         -  CZ1578
 CZ1578  STATE/COUNTY-  AZ/PINAL
 CZ1578  USGS QUAD   -  ELOY NORTH (1992)
 CZ1578
 CZ1578                         *CURRENT SURVEY CONTROL
 CZ1578  ___________________________________________________________________
 CZ1578* NAD 83(1986)-  32 46 33.     (N)    111 37 09.     (W)     SCALED    
 CZ1578* NAVD 88     -       465.39   (+/-2cm)    1526.9    (feet)  VERTCON   
 CZ1578  ___________________________________________________________________
 CZ1578  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1578  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1578
 CZ1578.The horizontal coordinates were scaled from a topographic map and have
 CZ1578.an estimated accuracy of +/- 6 seconds.
 CZ1578
 CZ1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1578.The vertical order pertains to the NGVD 29 superseded value.
 CZ1578
 CZ1578.The geoid height was determined by GEOID03.
 CZ1578
 CZ1578;                    North         East    Units  Estimated Accuracy
 CZ1578;SPC AZ C     -   196,930.      241,230.      MT  (+/- 180 meters Scaled)
 CZ1578
 CZ1578                          SUPERSEDED SURVEY CONTROL
 CZ1578
 CZ1578  NGVD 29 (??/??/92)  464.847  (m)         1525.09   (f) ADJ UNCH    1 2
 CZ1578
 CZ1578.Superseded values are not recommended for survey control.
 CZ1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1578.See file dsdata.txt to determine how the superseded data were derived.
 CZ1578
 CZ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB420266(NAD 83)
 CZ1578_MARKER: DD = SURVEY DISK
 CZ1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1578_SP_SET: CURBING
 CZ1578_STAMPING: 1526.70 3+93
 CZ1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1578
 CZ1578  HISTORY     - Date     Condition        Report By
 CZ1578  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1578  HISTORY     - 1975     GOOD             AZDT
 CZ1578  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ1578
 CZ1578                          STATION DESCRIPTION
 CZ1578
 CZ1578'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1578'6.75 MI NW FROM ELOY.
 CZ1578'FROM THE TOP OF THE OVERPASS OF TOLTEC ROAD OVER I-10, SOUTH ON TOLTEC
 CZ1578'ROAD FOR ABOUT 0.1 MILES TO A CATTLE GUARD AND THE STATION ON THE
 CZ1578'LEFT.  ON LINE WITH THE SOUTH R/W FENCE LINE.  ON THE EAST CURBING OF
 CZ1578'A CATTLE GUARD.  AN AHD BRASS CAP, SET IN THE CURBING OF A CATTLE
 CZ1578'GUARD.
 CZ1578
 CZ1578                          STATION RECOVERY (2008)
 CZ1578
 CZ1578'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1578'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1578'MARK. THERE IS NO CATTLE GUARD AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0412 ***********************************************************************
 FR0412  DESIGNATION -  153 0
 FR0412  PID         -  FR0412
 FR0412  STATE/COUNTY-  AZ/YAVAPAI
 FR0412  USGS QUAD   -  AUDLEY (1980)
 FR0412
 FR0412                         *CURRENT SURVEY CONTROL
 FR0412  ___________________________________________________________________
 FR0412* NAD 83(1986)-  35 24 00.     (N)    113 00 56.     (W)     SCALED    
 FR0412* NAVD 88     -      1569.839  (meters)    5150.38   (feet)  ADJUSTED  
 FR0412  ___________________________________________________________________
 FR0412  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0412  DYNAMIC HT  -        1567.805 (meters)    5143.71  (feet)  COMP
 FR0412  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 FR0412
 FR0412  VERT ORDER  -  FIRST     CLASS II
 FR0412
 FR0412.The horizontal coordinates were scaled from a topographic map and have
 FR0412.an estimated accuracy of +/- 6 seconds.
 FR0412
 FR0412.The orthometric height was determined by differential leveling
 FR0412.and adjusted in June 1991.
 FR0412
 FR0412.The geoid height was determined by GEOID03.
 FR0412
 FR0412.The dynamic height is computed by dividing the NAVD 88
 FR0412.geopotential number by the normal gravity value computed on the
 FR0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0412.degrees latitude (g = 980.6199 gals.).
 FR0412
 FR0412.The modeled gravity was interpolated from observed gravity values.
 FR0412
 FR0412;                    North         East    Units  Estimated Accuracy
 FR0412;SPC AZ C     -   488,500.      113,540.      MT  (+/- 180 meters Scaled)
 FR0412
 FR0412                          SUPERSEDED SURVEY CONTROL
 FR0412
 FR0412  NGVD 29 (??/??/92) 1568.965  (m)         5147.51   (f) ADJ UNCH    1 2
 FR0412
 FR0412.Superseded values are not recommended for survey control.
 FR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0412.See file dsdata.txt to determine how the superseded data were derived.
 FR0412
 FR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE169192(NAD 83)
 FR0412_MARKER: DD = SURVEY DISK
 FR0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0412_STAMPING: 153-0 1966
 FR0412_MARK LOGO: USGS  
 FR0412_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0412
 FR0412  HISTORY     - Date     Condition        Report By
 FR0412  HISTORY     - 1966     MONUMENTED       USGS
 FR0412  HISTORY     - 1968     GOOD             NGS
 FR0412  HISTORY     - 1982     GOOD             NGS
 FR0412
 FR0412                          STATION DESCRIPTION
 FR0412
 FR0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0412'10.1 MI W FROM SELIGMAN.
 FR0412'9.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0412'THE STATION AT SELIGMAN, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 66,
 FR0412'156 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 81.0 FEET
 FR0412'SOUTHWEST OF A FENCE, 5 1/2 FEET NORTHWEST OF A TELEPHONE POLE
 FR0412'STENCILED B M, 135 FEET SOUTH OF THE T JUNCTION OF FENCES, ABOUT 3 1/2
 FR0412'FEET HIGHER THAN THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0412'COATED ROD.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG
 FR0412'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FR0412
 FR0412                          STATION RECOVERY (1982)
 FR0412
 FR0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0412'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0412'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 3.2 KM (2.0 MI)
 FR0412'NORTHWEST ALONG US HIGHWAY 66, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 FR0412'131, 0.3 KM (0.2 MI) EAST-NORTHEAST OF A RAILROAD BRIDGE AND A
 FR0412'SEMIPHORE, 0.2 KM (0.1 MI) SOUTHEAST OF A HIGHWAY CULVERT WITH A GUARD
 FR0412'RAIL, 47.5 METERS (150 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FR0412'40.5 METERS (133 FT) SOUTH OF A T FENCE CORNER POST, 36.5 METERS (120
 FR0412'FT) SOUTHWEST OF A WITNESS POST IN A FENCE LINE, 3 METERS (6 FT) WEST
 FR0412'OF TELEPHONE POLE 14072,
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1240 ***********************************************************************
 DU1240  DESIGNATION -  153 DOR
 DU1240  PID         -  DU1240
 DU1240  STATE/COUNTY-  AZ/GILA
 DU1240  USGS QUAD   -  CONE BUTTE (1978)
 DU1240
 DU1240                         *CURRENT SURVEY CONTROL
 DU1240  ___________________________________________________________________
 DU1240* NAD 83(1986)-  33 51 38.     (N)    110 10 41.     (W)     SCALED    
 DU1240* NAVD 88     -      1542.997  (meters)    5062.32   (feet)  ADJUSTED  
 DU1240  ___________________________________________________________________
 DU1240  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DU1240  DYNAMIC HT  -        1540.780 (meters)    5055.04  (feet)  COMP
 DU1240  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 DU1240
 DU1240  VERT ORDER  -  FIRST     CLASS II
 DU1240
 DU1240.The horizontal coordinates were scaled from a topographic map and have
 DU1240.an estimated accuracy of +/- 6 seconds.
 DU1240
 DU1240.The orthometric height was determined by differential leveling
 DU1240.and adjusted in June 1991.
 DU1240
 DU1240.The geoid height was determined by GEOID03.
 DU1240
 DU1240.The dynamic height is computed by dividing the NAVD 88
 DU1240.geopotential number by the normal gravity value computed on the
 DU1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1240.degrees latitude (g = 980.6199 gals.).
 DU1240
 DU1240.The modeled gravity was interpolated from observed gravity values.
 DU1240
 DU1240;                    North         East    Units  Estimated Accuracy
 DU1240;SPC AZ E     -   317,190.      212,310.      MT  (+/- 180 meters Scaled)
 DU1240
 DU1240                          SUPERSEDED SURVEY CONTROL
 DU1240
 DU1240.No superseded survey control is available for this station.
 DU1240
 DU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC760469(NAD 83)
 DU1240_MARKER: DB = BENCH MARK DISK
 DU1240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1240_SP_SET: COPPER-CLAD STEEL ROD
 DU1240_STAMPING: 5060 153 DOR 1965
 DU1240_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1240
 DU1240  HISTORY     - Date     Condition        Report By
 DU1240  HISTORY     - 1965     MONUMENTED       USGS
 DU1240  HISTORY     - 1979     GOOD             NGS
 DU1240
 DU1240                          STATION DESCRIPTION
 DU1240
 DU1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1240'12.2 MI SE FROM CARRIZO JUNCTION.
 DU1240'12.25 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1240'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 0.4 MILE NORTH OF HIGHWAY MILE
 DU1240'MARKER 323, 100.1 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 17.9
 DU1240'FEET NORTHWEST OF TELEPHONE POLE 1 3 330 AND 1.1 FEET WEST OF A
 DU1240'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1240'RODS WERE DRIVEN TO REFUSAL.
 DU1240'THE MARK IS 0.8 FT  W FROM A WITNESS POST.
 DU1240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0482 ***********************************************************************
 GQ0482  DESIGNATION -  153 DOR
 GQ0482  PID         -  GQ0482
 GQ0482  STATE/COUNTY-  AZ/MOHAVE
 GQ0482  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0482
 GQ0482                         *CURRENT SURVEY CONTROL
 GQ0482  ___________________________________________________________________
 GQ0482* NAD 83(1986)-  36 27 34.     (N)    113 31 54.     (W)     SCALED    
 GQ0482* NAVD 88     -      1718.134  (meters)    5636.91   (feet)  POSTED    
 GQ0482  ___________________________________________________________________
 GQ0482  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 GQ0482  DYNAMIC HT  -        1716.070 (meters)    5630.14  (feet)  COMP
 GQ0482  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 GQ0482
 GQ0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0482
 GQ0482.The horizontal coordinates were scaled from a topographic map and have
 GQ0482.an estimated accuracy of +/- 6 seconds.
 GQ0482
 GQ0482.The orthometric height was determined by differential leveling
 GQ0482.and adjusted by the  in 1992.
 GQ0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0482.rate of 0.0 thru 1.0 mm/km.
 GQ0482
 GQ0482.The geoid height was determined by GEOID03.
 GQ0482
 GQ0482.The dynamic height is computed by dividing the NAVD 88
 GQ0482.geopotential number by the normal gravity value computed on the
 GQ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0482.degrees latitude (g = 980.6199 gals.).
 GQ0482
 GQ0482.The modeled gravity was interpolated from observed gravity values.
 GQ0482
 GQ0482;                    North         East    Units  Estimated Accuracy
 GQ0482;SPC AZ W     -   605,530.      232,930.      MT  (+/- 180 meters Scaled)
 GQ0482
 GQ0482                          SUPERSEDED SURVEY CONTROL
 GQ0482
 GQ0482.No superseded survey control is available for this station.
 GQ0482
 GQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF731378(NAD 83)
 GQ0482_MARKER: DB = BENCH MARK DISK
 GQ0482_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0482_SP_SET: ROCK OUTCROP
 GQ0482_STAMPING: 153 DOR 1970 5634
 GQ0482_MARK LOGO: USGS  
 GQ0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0482+STABILITY: POSITION/ELEVATION WELL
 GQ0482
 GQ0482  HISTORY     - Date     Condition        Report By
 GQ0482  HISTORY     - 1970     MONUMENTED       USGS
 GQ0482
 GQ0482                          STATION DESCRIPTION
 GQ0482
 GQ0482'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0482'91.9 KM (57.10 MI) SOUTH FROM ST GEORGE UT.
 GQ0482'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0482'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0482'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0482'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 11.2 MILES SOUTHWEST TO A DIM
 GQ0482'Y-ROAD LEADING WEST, 40 FEET SOUTHEAST OF THE ROAD.
 GQ0482'THE MARK IS 3 FT  NW FROM  A WITNESS POST
 GQ0482'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1346 ***********************************************************************
 DU1346  DESIGNATION -  1531.49
 DU1346  PID         -  DU1346
 DU1346  STATE/COUNTY-  AZ/MARICOPA
 DU1346  USGS QUAD   -  BUCKHORN (1982)
 DU1346
 DU1346                         *CURRENT SURVEY CONTROL
 DU1346  ___________________________________________________________________
 DU1346* NAD 83(1986)-  33 29 48.     (N)    111 41 02.     (W)     SCALED    
 DU1346* NAVD 88     -       467.44   (+/-2cm)    1533.6    (feet)  VERTCON   
 DU1346  ___________________________________________________________________
 DU1346  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1346  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1346
 DU1346.The horizontal coordinates were scaled from a topographic map and have
 DU1346.an estimated accuracy of +/- 6 seconds.
 DU1346
 DU1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1346.The vertical order pertains to the NGVD 29 superseded value.
 DU1346
 DU1346.The geoid height was determined by GEOID03.
 DU1346
 DU1346;                    North         East    Units  Estimated Accuracy
 DU1346;SPC AZ C     -   276,860.      234,990.      MT  (+/- 180 meters Scaled)
 DU1346
 DU1346                          SUPERSEDED SURVEY CONTROL
 DU1346
 DU1346  NGVD 29 (??/??/92)  466.852  (m)         1531.66   (f) ADJ UNCH    1 1
 DU1346
 DU1346.Superseded values are not recommended for survey control.
 DU1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1346.See file dsdata.txt to determine how the superseded data were derived.
 DU1346
 DU1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364065(NAD 83)
 DU1346_MARKER: DD = SURVEY DISK
 DU1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1346_SP_SET: CULVERT
 DU1346_STAMPING: 1531.49 163+03
 DU1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1346
 DU1346  HISTORY     - Date     Condition        Report By
 DU1346  HISTORY     - UNK      MONUMENTED       AZHD
 DU1346  HISTORY     - 1975     GOOD             NGS
 DU1346  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1346
 DU1346                          STATION DESCRIPTION
 DU1346
 DU1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1346'14.15 MI NE FROM MESA.
 DU1346'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1346'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1346'RD., CONTINUE NORTH ON BUSH HWY. FOR 2.05 MILES TO THE STATION ON THE
 DU1346'RIGHT (EAST).  THE MARK IS A AHD BRASS DISK 25 FEET EAST OF AND A
 DU1346'LITTLE BELOW THE CENTERLINE OF ROADWAY AND IS SET IN THE TOP AND
 DU1346'CENTER OF A 10 FOOT CONCRETE CULVERT HEADWALL.  SECTION 30, T 2N, R
 DU1346'7E.
 DU1346
 DU1346                          STATION RECOVERY (2006)
 DU1346
 DU1346'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1346'POWER ROAD/BUSH HIGHWAY HAS BEEN EXPANDED TO FOUR LANES WITH A WIDE
 DU1346'MEDIAN. THE NEW LANES WERE ADDED ON THE EAST SIDE, AND THE CULVERT
 DU1346'HEADWALL WAS REMOVED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0458 ***********************************************************************
 CZ0458  DESIGNATION -  1537
 CZ0458  PID         -  CZ0458
 CZ0458  STATE/COUNTY-  AZ/PINAL
 CZ0458  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0458
 CZ0458                         *CURRENT SURVEY CONTROL
 CZ0458  ___________________________________________________________________
 CZ0458* NAD 83(1986)-  32 58 25.     (N)    111 25 26.     (W)     SCALED    
 CZ0458* NAVD 88     -       468.91   (+/-2cm)    1538.4    (feet)  VERTCON   
 CZ0458  ___________________________________________________________________
 CZ0458  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0458
 CZ0458.The horizontal coordinates were scaled from a topographic map and have
 CZ0458.an estimated accuracy of +/- 6 seconds.
 CZ0458
 CZ0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0458.The vertical order pertains to the NGVD 29 superseded value.
 CZ0458
 CZ0458.The geoid height was determined by GEOID03.
 CZ0458
 CZ0458;                    North         East    Units  Estimated Accuracy
 CZ0458;SPC AZ C     -   218,930.      259,420.      MT  (+/- 180 meters Scaled)
 CZ0458
 CZ0458                          SUPERSEDED SURVEY CONTROL
 CZ0458
 CZ0458  NGVD 29 (??/??/92)  468.407  (m)         1536.77   (f) ADJ UNCH    2 0
 CZ0458
 CZ0458.Superseded values are not recommended for survey control.
 CZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0458.See file dsdata.txt to determine how the superseded data were derived.
 CZ0458
 CZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB603484(NAD 83)
 CZ0458_MARKER: DD = SURVEY DISK
 CZ0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0458_SP_SET: BRIDGE
 CZ0458_STAMPING: 1537 23 1936
 CZ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0458+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0458
 CZ0458  HISTORY     - Date     Condition        Report By
 CZ0458  HISTORY     - 1936     MONUMENTED       USIIS
 CZ0458  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0458
 CZ0458                          STATION DESCRIPTION
 CZ0458
 CZ0458'DESCRIBED BY US INDIAN IRRIGATION SERVICE 1936
 CZ0458'2.1 MI N FROM COOLIDGE ARMY AIR FIELD.
 CZ0458'2.1 MILES NORTH ALONG A COUNTY ROAD FROM THE MAIN GATE AT COOLIDGE
 CZ0458'ARMY AIR FIELD, AT A BRIDGE OVER AN IRRIGATION CANAL, IN THE TOP OF
 CZ0458'THE SOUTHWEST WING WALL, 3.2 FEET SOUTHWEST OF THE NORTHEAST END, AND
 CZ0458'10 FEET SOUTH OF THE CENTERLINE OF THE ROAD. A UNITED STATES INDIAN
 CZ0458'IRRIGATION SERVICE STANDARD DISK, STAMPED 1537 23 1936.
 CZ0458
 CZ0458                          STATION RECOVERY (2007)
 CZ0458
 CZ0458'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0458'A NEW BRIDGE HAS BEEN BUILT ABOUT 100 FEET SOUTH OF THE OLD ONE. THE
 CZ0458'DECKING HAS BEEN REMOVED, BUT THE CONCRETE STRUCTURES ARE STILL
 CZ0458'INTACT.
 CZ0458'THE MARK IS IN GOOD CONDITION, AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0079 ***********************************************************************
 CH0079  DESIGNATION -  1537.14
 CH0079  PID         -  CH0079
 CH0079  STATE/COUNTY-  AZ/PIMA
 CH0079  USGS QUAD   -  LUKEVILLE (1988)
 CH0079
 CH0079                         *CURRENT SURVEY CONTROL
 CH0079  ___________________________________________________________________
 CH0079* NAD 83(1986)-  31 54 48.     (N)    112 48 29.     (W)     SCALED    
 CH0079* NAVD 88     -       468.66   (+/-2cm)    1537.6    (feet)  VERTCON   
 CH0079  ___________________________________________________________________
 CH0079  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 CH0079  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0079
 CH0079.The horizontal coordinates were scaled from a topographic map and have
 CH0079.an estimated accuracy of +/- 6 seconds.
 CH0079
 CH0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0079.The vertical order pertains to the NGVD 29 superseded value.
 CH0079
 CH0079.The geoid height was determined by GEOID03.
 CH0079
 CH0079;                    North         East    Units  Estimated Accuracy
 CH0079;SPC AZ C     -   101,610.      129,060.      MT  (+/- 180 meters Scaled)
 CH0079
 CH0079                          SUPERSEDED SURVEY CONTROL
 CH0079
 CH0079  NGVD 29 (??/??/92)  467.915  (m)         1535.15   (f) ADJ UNCH    1 2
 CH0079
 CH0079.Superseded values are not recommended for survey control.
 CH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0079.See file dsdata.txt to determine how the superseded data were derived.
 CH0079
 CH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA290322(NAD 83)
 CH0079_MARKER: DD = SURVEY DISK
 CH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0079_STAMPING: 127 16.26 BK 127 15.94 AHD 1537.14 1A
 CH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0079+STABILITY: SURFACE MOTION
 CH0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0079+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0079
 CH0079  HISTORY     - Date     Condition        Report By
 CH0079  HISTORY     - UNK      MONUMENTED       USDA
 CH0079  HISTORY     - 1953     GOOD             NGS
 CH0079  HISTORY     - 1981     GOOD             NGS
 CH0079  HISTORY     - 19941110 GOOD             USPSQD
 CH0079  HISTORY     - 20061112 GOOD             USPSQD
 CH0079
 CH0079                          STATION DESCRIPTION
 CH0079
 CH0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0079'2.4 MI N FROM LUKEVILLE.
 CH0079'2.4 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0079'LUKEVILLE, 49 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CH0079'1.5 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 CH0079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CH0079'GROUND.
 CH0079
 CH0079                          STATION RECOVERY (1981)
 CH0079
 CH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0079'RECOVERED IN GOOD CONDITION.
 CH0079
 CH0079                          STATION RECOVERY (1994)
 CH0079
 CH0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0079'RECOVERED IN GOOD CONDITION.
 CH0079
 CH0079                          STATION RECOVERY (2006)
 CH0079
 CH0079'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0413 ***********************************************************************
 FR0413  DESIGNATION -  154 0
 FR0413  PID         -  FR0413
 FR0413  STATE/COUNTY-  AZ/YAVAPAI
 FR0413  USGS QUAD   -  AUDLEY (1980)
 FR0413
 FR0413                         *CURRENT SURVEY CONTROL
 FR0413  ___________________________________________________________________
 FR0413* NAD 83(1986)-  35 23 27.     (N)    113 00 06.     (W)     SCALED    
 FR0413* NAVD 88     -      1572.290  (meters)    5158.42   (feet)  ADJUSTED  
 FR0413  ___________________________________________________________________
 FR0413  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0413  DYNAMIC HT  -        1570.241 (meters)    5151.70  (feet)  COMP
 FR0413  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 FR0413
 FR0413  VERT ORDER  -  FIRST     CLASS II
 FR0413
 FR0413.The horizontal coordinates were scaled from a topographic map and have
 FR0413.an estimated accuracy of +/- 6 seconds.
 FR0413
 FR0413.The orthometric height was determined by differential leveling
 FR0413.and adjusted in June 1991.
 FR0413
 FR0413.The geoid height was determined by GEOID03.
 FR0413
 FR0413.The dynamic height is computed by dividing the NAVD 88
 FR0413.geopotential number by the normal gravity value computed on the
 FR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0413.degrees latitude (g = 980.6199 gals.).
 FR0413
 FR0413.The modeled gravity was interpolated from observed gravity values.
 FR0413
 FR0413;                    North         East    Units  Estimated Accuracy
 FR0413;SPC AZ C     -   487,470.      114,790.      MT  (+/- 180 meters Scaled)
 FR0413
 FR0413                          SUPERSEDED SURVEY CONTROL
 FR0413
 FR0413  NGVD 29 (??/??/92) 1571.398  (m)         5155.49   (f) ADJ UNCH    1 2
 FR0413
 FR0413.Superseded values are not recommended for survey control.
 FR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0413.See file dsdata.txt to determine how the superseded data were derived.
 FR0413
 FR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE182182(NAD 83)
 FR0413_MARKER: DD = SURVEY DISK
 FR0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0413_STAMPING: 154-0 1966
 FR0413_MARK LOGO: USGS  
 FR0413_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0413
 FR0413  HISTORY     - Date     Condition        Report By
 FR0413  HISTORY     - 1966     MONUMENTED       USGS
 FR0413  HISTORY     - 1968     GOOD             NGS
 FR0413  HISTORY     - 1982     GOOD             NGS
 FR0413
 FR0413                          STATION DESCRIPTION
 FR0413
 FR0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0413'9.1 MI W FROM SELIGMAN.
 FR0413'9.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0413'THE STATION AT SELIGMAN, 4 POLES SOUTHEAST OF MILEPOST 438, ABOUT 500
 FR0413'FEET EAST OF THE TRACK, ABOUT 400 FEET SOUTHWEST OF U.S. HIGHWAY 66,
 FR0413'ALONG THE NORTHWEST SIDE OF A BELL TELEPHONE COMPANY BUILDING, IN THE
 FR0413'TOP OF THE CENTER OF A 1 1/2- BY 3-FOOT CONCRETE FOUNDATION SUPPORTING
 FR0413'2-INCH PIPE VENTS, 159 FEET NORTHEAST OF POWER POLE 114 BEARING A
 FR0413'TRANSFORMER, 25.0 FEET NORTHWEST OF THE NORTHWEST CYCLONE FENCE AROUND
 FR0413'THE BUILDING, 66 FEET SOUTH-SOUTHWEST OF THE NORTH CORNER OF THE
 FR0413'FENCE, AND ABOUT LEVEL WITH THE TRACK.
 FR0413
 FR0413                          STATION RECOVERY (1982)
 FR0413
 FR0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0413'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0413'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 1.6 KM (1.0 MI)
 FR0413'NORTHWEST ALONG US HIGHWAY 66, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 FR0413'132, AT A ROAD LEADING SOUTHWEST TO A CABLE BUILDING, IN TOP OF THE
 FR0413'CONCRETE FOUNDATION FOR VENTS OUTSIDE OF THE CHAIN LINK FENCE OF THE
 FR0413'MAIN BUILDING, 76 METERS (250 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FR0413'HIGHWAY, 48.4 METERS (159 FT) NORTHEAST OF A POWER LINE POLE, 20.1
 FR0413'METERS (66 FT) SOUTH-SOUTHWEST OF THE NORTH CORNER OF THE CHAIN LINK
 FR0413'FENCE, 7.6 METERS (25 FT) NORTHWEST OF THE CHAIN LINK FENCE.
 FR0413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1241 ***********************************************************************
 DU1241  DESIGNATION -  154 DOR
 DU1241  PID         -  DU1241
 DU1241  STATE/COUNTY-  AZ/GILA
 DU1241  USGS QUAD   -  CONE BUTTE (1978)
 DU1241
 DU1241                         *CURRENT SURVEY CONTROL
 DU1241  ___________________________________________________________________
 DU1241* NAD 83(1986)-  33 50 51.     (N)    110 10 20.     (W)     SCALED    
 DU1241* NAVD 88     -      1564.509  (meters)    5132.89   (feet)  ADJUSTED  
 DU1241  ___________________________________________________________________
 DU1241  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DU1241  DYNAMIC HT  -        1562.252 (meters)    5125.49  (feet)  COMP
 DU1241  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 DU1241
 DU1241  VERT ORDER  -  FIRST     CLASS II
 DU1241
 DU1241.The horizontal coordinates were scaled from a topographic map and have
 DU1241.an estimated accuracy of +/- 6 seconds.
 DU1241
 DU1241.The orthometric height was determined by differential leveling
 DU1241.and adjusted in June 1991.
 DU1241
 DU1241.The geoid height was determined by GEOID03.
 DU1241
 DU1241.The dynamic height is computed by dividing the NAVD 88
 DU1241.geopotential number by the normal gravity value computed on the
 DU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1241.degrees latitude (g = 980.6199 gals.).
 DU1241
 DU1241.The modeled gravity was interpolated from observed gravity values.
 DU1241
 DU1241;                    North         East    Units  Estimated Accuracy
 DU1241;SPC AZ E     -   315,740.      212,850.      MT  (+/- 180 meters Scaled)
 DU1241
 DU1241                          SUPERSEDED SURVEY CONTROL
 DU1241
 DU1241.No superseded survey control is available for this station.
 DU1241
 DU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC765455(NAD 83)
 DU1241_MARKER: DB = BENCH MARK DISK
 DU1241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1241_SP_SET: COPPER-CLAD STEEL ROD
 DU1241_STAMPING: 5130 154 DOR 1965
 DU1241_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1241
 DU1241  HISTORY     - Date     Condition        Report By
 DU1241  HISTORY     - 1965     MONUMENTED       USGS
 DU1241  HISTORY     - 1979     GOOD             NGS
 DU1241
 DU1241                          STATION DESCRIPTION
 DU1241
 DU1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1241'13.3 MI SE FROM CARRIZO JUNCTION.
 DU1241'13.3 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF U.S.
 DU1241'HIGHWAY 60 IN CARRIZO JUNCTION, 0.45 MILE NORTH OF HIGHWAY MILE MARKER
 DU1241'324, 99.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.7
 DU1241'FOOT NORTHEAST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF
 DU1241'ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1241'THE MARK IS 0.9 FT  NE FROM A WITNESS POST.
 DU1241'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0483 ***********************************************************************
 GQ0483  DESIGNATION -  154 DOR
 GQ0483  PID         -  GQ0483
 GQ0483  STATE/COUNTY-  AZ/MOHAVE
 GQ0483  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0483
 GQ0483                         *CURRENT SURVEY CONTROL
 GQ0483  ___________________________________________________________________
 GQ0483* NAD 83(1986)-  36 27 29.     (N)    113 32 55.     (W)     SCALED    
 GQ0483* NAVD 88     -      1738.618  (meters)    5704.12   (feet)  POSTED    
 GQ0483  ___________________________________________________________________
 GQ0483  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 GQ0483  DYNAMIC HT  -        1736.530 (meters)    5697.27  (feet)  COMP
 GQ0483  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 GQ0483
 GQ0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0483
 GQ0483.The horizontal coordinates were scaled from a topographic map and have
 GQ0483.an estimated accuracy of +/- 6 seconds.
 GQ0483
 GQ0483.The orthometric height was determined by differential leveling
 GQ0483.and adjusted by the  in 1992.
 GQ0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0483.rate of 0.0 thru 1.0 mm/km.
 GQ0483
 GQ0483.The geoid height was determined by GEOID03.
 GQ0483
 GQ0483.The dynamic height is computed by dividing the NAVD 88
 GQ0483.geopotential number by the normal gravity value computed on the
 GQ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0483.degrees latitude (g = 980.6199 gals.).
 GQ0483
 GQ0483.The modeled gravity was interpolated from observed gravity values.
 GQ0483
 GQ0483;                    North         East    Units  Estimated Accuracy
 GQ0483;SPC AZ W     -   605,370.      231,410.      MT  (+/- 180 meters Scaled)
 GQ0483
 GQ0483                          SUPERSEDED SURVEY CONTROL
 GQ0483
 GQ0483.No superseded survey control is available for this station.
 GQ0483
 GQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716377(NAD 83)
 GQ0483_MARKER: DB = BENCH MARK DISK
 GQ0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0483_SP_SET: COPPER-CLAD STEEL ROD
 GQ0483_STAMPING: 154 DOR 1970 5701
 GQ0483_MARK LOGO: USGS  
 GQ0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0483
 GQ0483  HISTORY     - Date     Condition        Report By
 GQ0483  HISTORY     - 1970     MONUMENTED       USGS
 GQ0483
 GQ0483                          STATION DESCRIPTION
 GQ0483
 GQ0483'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0483'93.7 KM (58.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0483'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0483'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0483'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0483'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 12.3 MILES SOUTHWEST TO A
 GQ0483'T-ROAD WEST, 0.3 MILES WEST OF FOUR BITS POND, 38 FEET NORTHWEST OF
 GQ0483'THE ROAD, IN THE TRIANGLE FORMED BY THE ROADS.  ROD DEPTH UNKNOWN.
 GQ0483'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0483'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0617 ***********************************************************************
 DU0617  DESIGNATION -  1542.26
 DU0617  PID         -  DU0617
 DU0617  STATE/COUNTY-  AZ/MARICOPA
 DU0617  USGS QUAD   -  BUCKHORN (1982)
 DU0617
 DU0617                         *CURRENT SURVEY CONTROL
 DU0617  ___________________________________________________________________
 DU0617* NAD 83(1986)-  33 24 54.     (N)    111 37 36.     (W)     SCALED    
 DU0617* NAVD 88     -       470.904  (meters)    1544.96   (feet)  ADJUSTED  
 DU0617  ___________________________________________________________________
 DU0617  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0617  DYNAMIC HT  -         470.339 (meters)    1543.10  (feet)  COMP
 DU0617  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DU0617
 DU0617  VERT ORDER  -  FIRST     CLASS II
 DU0617
 DU0617.The horizontal coordinates were scaled from a topographic map and have
 DU0617.an estimated accuracy of +/- 6 seconds.
 DU0617
 DU0617.The orthometric height was determined by differential leveling
 DU0617.and adjusted in June 1991.
 DU0617
 DU0617.The geoid height was determined by GEOID03.
 DU0617
 DU0617.The dynamic height is computed by dividing the NAVD 88
 DU0617.geopotential number by the normal gravity value computed on the
 DU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0617.degrees latitude (g = 980.6199 gals.).
 DU0617
 DU0617.The modeled gravity was interpolated from observed gravity values.
 DU0617
 DU0617;                    North         East    Units  Estimated Accuracy
 DU0617;SPC AZ C     -   267,810.      240,330.      MT  (+/- 180 meters Scaled)
 DU0617
 DU0617                          SUPERSEDED SURVEY CONTROL
 DU0617
 DU0617  NGVD 29 (??/??/92)  470.323  (m)         1543.05   (f) ADJ UNCH    1 2
 DU0617
 DU0617.Superseded values are not recommended for survey control.
 DU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0617.See file dsdata.txt to determine how the superseded data were derived.
 DU0617
 DU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB417974(NAD 83)
 DU0617_MARKER: DD = SURVEY DISK
 DU0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0617_SP_SET: ABUTMENT
 DU0617_STAMPING: 1542.26 599.30
 DU0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0617+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU0617
 DU0617  HISTORY     - Date     Condition        Report By
 DU0617  HISTORY     - UNK      MONUMENTED       AZHD
 DU0617  HISTORY     - 1948     GOOD             NGS
 DU0617  HISTORY     - 1980     GOOD             NGS
 DU0617  HISTORY     - 20021112 GOOD             MCDOT
 DU0617  HISTORY     - 20060904 GOOD             GEOCAC
 DU0617
 DU0617                          STATION DESCRIPTION
 DU0617
 DU0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0617'4.4 MI W FROM APACHE JUNCTION.
 DU0617'ABOUT 4.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0617'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0617'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0617'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0617
 DU0617                          STATION RECOVERY (1980)
 DU0617
 DU0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0617'6.9 KILOMETERS (4.3 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0617'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END
 DU0617'OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3 FEET) BOX CULVERT WITH
 DU0617'A WOODEN HEADWALL FOR THE EASTBOUND HIGHWAY LANES, 0.25 KILOMETER
 DU0617'(0.15 MILE) WEST OF 96TH STREET, 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0617'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND 12.5 METERS (41.0
 DU0617'FEET) WEST OF THE EXTENDED CENTERLINE OF THE ARIZONA ACRES MOBILE
 DU0617'HOME RESORT DRIVEWAY.
 DU0617'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0617
 DU0617                          STATION RECOVERY (2002)
 DU0617
 DU0617'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0617'ELEVATION CHECK WITHIN 0.09 FT USING GDACS VERTICAL ADJUSTMENT. THE
 DU0617'PUBLISHED HORIZONTAL POSITION IS OUT BY 59.8 FT NORTH AND 4.0 FT EAST.
 DU0617'THE CORRECTED POSITION IS 33 24 54.59159 N   111 37 35.95067 W IN
 DU0617'GRS80 AS MEASURED FROM 1CO1 USING RTK.
 DU0617
 DU0617                          STATION RECOVERY (2006)
 DU0617
 DU0617'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0617'THE HEADWALL IS NOW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0618 ***********************************************************************
 DU0618  DESIGNATION -  1543.31
 DU0618  PID         -  DU0618
 DU0618  STATE/COUNTY-  AZ/MARICOPA
 DU0618  USGS QUAD   -  BUCKHORN (1982)
 DU0618
 DU0618                         *CURRENT SURVEY CONTROL
 DU0618  ___________________________________________________________________
 DU0618* NAD 83(1986)-  33 24 54.     (N)    111 37 50.     (W)     SCALED    
 DU0618* NAVD 88     -       471.17   (+/-2cm)    1545.8    (feet)  VERTCON   
 DU0618  ___________________________________________________________________
 DU0618  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0618
 DU0618.The horizontal coordinates were scaled from a topographic map and have
 DU0618.an estimated accuracy of +/- 6 seconds.
 DU0618
 DU0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0618.The vertical order pertains to the NGVD 29 superseded value.
 DU0618
 DU0618.The geoid height was determined by GEOID03.
 DU0618
 DU0618;                    North         East    Units  Estimated Accuracy
 DU0618;SPC AZ C     -   267,810.      239,970.      MT  (+/- 180 meters Scaled)
 DU0618
 DU0618                          SUPERSEDED SURVEY CONTROL
 DU0618
 DU0618  NGVD 29 (??/??/92)  470.61   (m)         1544.0    (f) COMPUTED    2 0
 DU0618
 DU0618.Superseded values are not recommended for survey control.
 DU0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0618.See file dsdata.txt to determine how the superseded data were derived.
 DU0618
 DU0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB413974(NAD 83)
 DU0618_MARKER: DD = SURVEY DISK
 DU0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0618_SP_SET: CULVERT
 DU0618_STAMPING: EL 1543.31 1929
 DU0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0618
 DU0618  HISTORY     - Date     Condition        Report By
 DU0618  HISTORY     - 1929     MONUMENTED       AZHD
 DU0618  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0618  HISTORY     - 20021112 MARK NOT FOUND   MCDOT
 DU0618  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0618
 DU0618                          STATION DESCRIPTION
 DU0618
 DU0618'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1929
 DU0618'4.6 MI W FROM APACHE JUNCTION.
 DU0618'IN MARICOPA COUNTY, 4.6 MILES WEST ALONG U.S. HIGHWAY 80 FROM APACHE
 DU0618'JUNCTION, PINAL COUNTY, AT STATION 599+30.0, AT A CULVERT, AND IN THE
 DU0618'TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY STANDARD
 DU0618'DISK, STAMPED EL 1543.31 1929.
 DU0618
 DU0618                          STATION RECOVERY (1980)
 DU0618
 DU0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0618'THIS MARK WAS NOT LEVELLED TO IN 1948, BELIEVED TO HAVE BEEN
 DU0618'DESTROYED BY ROAD CONSTRUCTION.
 DU0618
 DU0618                          STATION RECOVERY (2002)
 DU0618
 DU0618'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0618'SEARCH FOR NOT FOUND.
 DU0618
 DU0618                          STATION RECOVERY (2006)
 DU0618
 DU0618'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0618'MARK NOT RECOVERED. UNABLE TO LOCATE A CULVERT AT THE DESCRIBED
 DU0618'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0570 ***********************************************************************
 DU0570  DESIGNATION -  1545.45
 DU0570  PID         -  DU0570
 DU0570  STATE/COUNTY-  AZ/PINAL
 DU0570  USGS QUAD   -  FLORENCE (1981)
 DU0570
 DU0570                         *CURRENT SURVEY CONTROL
 DU0570  ___________________________________________________________________
 DU0570* NAD 83(1986)-  33 00 56.     (N)    111 23 01.     (W)     SCALED    
 DU0570* NAVD 88     -       471.44   (+/-2cm)    1546.7    (feet)  VERTCON   
 DU0570  ___________________________________________________________________
 DU0570  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0570  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0570
 DU0570.The horizontal coordinates were scaled from a topographic map and have
 DU0570.an estimated accuracy of +/- 6 seconds.
 DU0570
 DU0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0570.The vertical order pertains to the NGVD 29 superseded value.
 DU0570
 DU0570.The geoid height was determined by GEOID03.
 DU0570
 DU0570;                    North         East    Units  Estimated Accuracy
 DU0570;SPC AZ C     -   223,600.      263,160.      MT  (+/- 180 meters Scaled)
 DU0570
 DU0570                          SUPERSEDED SURVEY CONTROL
 DU0570
 DU0570  NGVD 29 (??/??/92)  470.887  (m)         1544.90   (f) ADJ UNCH    1 2
 DU0570
 DU0570.Superseded values are not recommended for survey control.
 DU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0570.See file dsdata.txt to determine how the superseded data were derived.
 DU0570
 DU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB641530(NAD 83)
 DU0570_MARKER: DD = SURVEY DISK
 DU0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0570_SP_SET: BRIDGE
 DU0570_STAMPING: 1545.45 1936
 DU0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0570
 DU0570  HISTORY     - Date     Condition        Report By
 DU0570  HISTORY     - 1936     MONUMENTED       USIIS
 DU0570  HISTORY     - 1949     GOOD             NGS
 DU0570  HISTORY     - 19950919 MARK NOT FOUND   USPSQD
 DU0570  HISTORY     - 20080416 MARK NOT FOUND   GEOCAC
 DU0570
 DU0570                          STATION DESCRIPTION
 DU0570
 DU0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DU0570'1.3 MI S FROM FLORENCE.
 DU0570'1.3 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0570'FLORENCE, AT A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 12 FEET
 DU0570'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT ABOVE THE
 DU0570'SURFACE OF THE HIGHWAY.  SET IN THE TOP OF THE NORTHWEST CONCRETE WING
 DU0570'WALL.
 DU0570
 DU0570                          STATION RECOVERY (1995)
 DU0570
 DU0570'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0570'MARK NOT FOUND.
 DU0570
 DU0570                          STATION RECOVERY (2008)
 DU0570
 DU0570'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0570'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0570'MARK. THE BRIDGE APPEARS TO HAVE BEEN REBUILT. THERE IS AN AZDT DISK
 DU0570'FROM 1961 MONUMENTED IN THE NORTH END OF THE WEST HEADWALL STAMPED
 DU0570'1548.64.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1073 ***********************************************************************
 DA1073  DESIGNATION -  1546+50
 DA1073  PID         -  DA1073
 DA1073  STATE/COUNTY-  AZ/YUMA
 DA1073  USGS QUAD   -  MOHAWK (1982)
 DA1073
 DA1073                         *CURRENT SURVEY CONTROL
 DA1073  ___________________________________________________________________
 DA1073* NAD 83(1986)-  32 43 00.     (N)    113 49 15.     (W)     SCALED    
 DA1073* NAVD 88     -       119.914  (meters)     393.42   (feet)  ADJUSTED  
 DA1073  ___________________________________________________________________
 DA1073  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DA1073  DYNAMIC HT  -         119.778 (meters)     392.97  (feet)  COMP
 DA1073  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 DA1073
 DA1073  VERT ORDER  -  FIRST     CLASS II
 DA1073
 DA1073.The horizontal coordinates were scaled from a topographic map and have
 DA1073.an estimated accuracy of +/- 6 seconds.
 DA1073
 DA1073.The orthometric height was determined by differential leveling
 DA1073.and adjusted in June 1991.
 DA1073
 DA1073.The geoid height was determined by GEOID03.
 DA1073
 DA1073.The dynamic height is computed by dividing the NAVD 88
 DA1073.geopotential number by the normal gravity value computed on the
 DA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1073.degrees latitude (g = 980.6199 gals.).
 DA1073
 DA1073.The modeled gravity was interpolated from observed gravity values.
 DA1073
 DA1073;                    North         East    Units  Estimated Accuracy
 DA1073;SPC AZ W     -   190,340.      206,720.      MT  (+/- 180 meters Scaled)
 DA1073
 DA1073                          SUPERSEDED SURVEY CONTROL
 DA1073
 DA1073  NGVD 29 (??/??/92)  119.254  (m)          391.25   (f) ADJ UNCH    1 2
 DA1073
 DA1073.Superseded values are not recommended for survey control.
 DA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1073.See file dsdata.txt to determine how the superseded data were derived.
 DA1073
 DA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB356233(NAD 83)
 DA1073_MARKER: DD = SURVEY DISK
 DA1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1073_SP_SET: BRIDGE
 DA1073_STAMPING: 391.63 1546+50 1941
 DA1073_MARK LOGO: AZHD  
 DA1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1073
 DA1073  HISTORY     - Date     Condition        Report By
 DA1073  HISTORY     - 1941     MONUMENTED       AZHD
 DA1073  HISTORY     - 1952     GOOD             NGS
 DA1073  HISTORY     - 1962     GOOD             NGS
 DA1073  HISTORY     - 1981     GOOD             NGS
 DA1073  HISTORY     - 1981     GOOD             NGS
 DA1073  HISTORY     - 20090206 GOOD             GEOCAC
 DA1073
 DA1073                          STATION DESCRIPTION
 DA1073
 DA1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1073'4 MI W FROM MOHAWK.
 DA1073'4 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA1073'COMPANY RAILROAD STATION AT MOHAWK, IN THE TOP OF THE SOUTH RAIL OF A
 DA1073'HIGHWAY BRIDGE OVER A WASH, 150 FEET NORTH OF A RAILROAD WOODEN BRIDGE
 DA1073'NO. 788.71, 17.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.9
 DA1073'FOOT ABOVE THE HIGHWAY.
 DA1073
 DA1073                          STATION RECOVERY (1962)
 DA1073
 DA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1073'RECOVERED IN GOOD CONDITION.
 DA1073
 DA1073                          STATION RECOVERY (1981)
 DA1073
 DA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1073'12.7 KM (7.9 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1073'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1073'MILEPOLE 789, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1073'SMALL HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1073'THE HIGHWAY, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1073'HEADWALL, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1073'HEADWALL.
 DA1073'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1073
 DA1073                          STATION RECOVERY (1981)
 DA1073
 DA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1073'12.7 KM (7.9 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1073'IN TACNA, 0.5 KM (0.3 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1073'MILEPOLE 789, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A
 DA1073'SMALL HIGHWAY BRIDGE, 5.3 M (17.5 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1073'THE HIGHWAY, 2.1 M (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DA1073'HEADWALL, 2.1 M (7.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1073'HEADWALL.
 DA1073'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1073
 DA1073                          STATION RECOVERY (2009)
 DA1073
 DA1073'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1073'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1073' 
 DA1073'OF N 32 43' 01.6 W 113 49' 15.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1146 ***********************************************************************
 DV1146  DESIGNATION -  1546.52
 DV1146  PID         -  DV1146
 DV1146  STATE/COUNTY-  AZ/LA PAZ
 DV1146  USGS QUAD   -  BEAR HILLS (1990)
 DV1146
 DV1146                         *CURRENT SURVEY CONTROL
 DV1146  ___________________________________________________________________
 DV1146* NAD 83(1986)-  33 39 58.     (N)    113 59 56.     (W)     SCALED    
 DV1146* NAVD 88     -       472.43   (+/-2cm)    1550.0    (feet)  VERTCON   
 DV1146  ___________________________________________________________________
 DV1146  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1146
 DV1146.The horizontal coordinates were scaled from a topographic map and have
 DV1146.an estimated accuracy of +/- 6 seconds.
 DV1146
 DV1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1146.The vertical order pertains to the NGVD 29 superseded value.
 DV1146
 DV1146.The geoid height was determined by GEOID03.
 DV1146
 DV1146;                    North         East    Units  Estimated Accuracy
 DV1146;SPC AZ W     -   295,660.      190,280.      MT  (+/- 180 meters Scaled)
 DV1146
 DV1146                          SUPERSEDED SURVEY CONTROL
 DV1146
 DV1146  NGVD 29 (??/??/92)  471.726  (m)         1547.65   (f) ADJ UNCH    2 0
 DV1146
 DV1146.Superseded values are not recommended for survey control.
 DV1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1146.See file dsdata.txt to determine how the superseded data were derived.
 DV1146
 DV1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC219291(NAD 83)
 DV1146_MARKER: DD = SURVEY DISK
 DV1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1146_SP_SET: CULVERT
 DV1146_STAMPING: 1546.52 1734+65 1932
 DV1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1146
 DV1146  HISTORY     - Date     Condition        Report By
 DV1146  HISTORY     - 1932     MONUMENTED       AZHD
 DV1146  HISTORY     - 1962     GOOD             NGS
 DV1146  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1146
 DV1146                          STATION DESCRIPTION
 DV1146
 DV1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1146'14.2 MI E FROM QUARTZSITE.
 DV1146'ABOUT 14.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DV1146'OFFICE AT QUARTZSITE, ABOUT 3.3 MILES WEST OF THE SMALL COMMUNITY OF
 DV1146'BRENDA, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A 2 FOOT
 DV1146'CONCRETE PIPE CULVERT, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND
 DV1146'IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DV1146
 DV1146                          STATION RECOVERY (1981)
 DV1146
 DV1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1146'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH THE HEADWALL
 DV1146'WHEN THE HIGHWAY WAS WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0616 ***********************************************************************
 DU0616  DESIGNATION -  1549.47
 DU0616  PID         -  DU0616
 DU0616  STATE/COUNTY-  AZ/MARICOPA
 DU0616  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0616
 DU0616                         *CURRENT SURVEY CONTROL
 DU0616  ___________________________________________________________________
 DU0616* NAD 83(1986)-  33 24 54.     (N)    111 37 25.     (W)     SCALED    
 DU0616* NAVD 88     -       473.098  (meters)    1552.16   (feet)  ADJUSTED  
 DU0616  ___________________________________________________________________
 DU0616  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0616  DYNAMIC HT  -         472.530 (meters)    1550.29  (feet)  COMP
 DU0616  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU0616
 DU0616  VERT ORDER  -  FIRST     CLASS II
 DU0616
 DU0616.The horizontal coordinates were scaled from a topographic map and have
 DU0616.an estimated accuracy of +/- 6 seconds.
 DU0616
 DU0616.The orthometric height was determined by differential leveling
 DU0616.and adjusted in June 1991.
 DU0616
 DU0616.The geoid height was determined by GEOID03.
 DU0616
 DU0616.The dynamic height is computed by dividing the NAVD 88
 DU0616.geopotential number by the normal gravity value computed on the
 DU0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0616.degrees latitude (g = 980.6199 gals.).
 DU0616
 DU0616.The modeled gravity was interpolated from observed gravity values.
 DU0616
 DU0616;                    North         East    Units  Estimated Accuracy
 DU0616;SPC AZ C     -   267,810.      240,620.      MT  (+/- 180 meters Scaled)
 DU0616
 DU0616                          SUPERSEDED SURVEY CONTROL
 DU0616
 DU0616  NGVD 29 (??/??/92)  472.519  (m)         1550.26   (f) ADJ UNCH    1 2
 DU0616
 DU0616.Superseded values are not recommended for survey control.
 DU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0616.See file dsdata.txt to determine how the superseded data were derived.
 DU0616
 DU0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB420974(NAD 83)
 DU0616_MARKER: DD = SURVEY DISK
 DU0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0616_SP_SET: ABUTMENT
 DU0616_STAMPING: 1549.47 608.25
 DU0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0616
 DU0616  HISTORY     - Date     Condition        Report By
 DU0616  HISTORY     - UNK      MONUMENTED       AZHD
 DU0616  HISTORY     - 1948     GOOD             NGS
 DU0616  HISTORY     - 1981     GOOD             NGS
 DU0616  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0616
 DU0616                          STATION DESCRIPTION
 DU0616
 DU0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0616'4.3 MI W FROM APACHE JUNCTION.
 DU0616'ABOUT 4.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0616'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0616'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0616'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0616
 DU0616                          STATION RECOVERY (1981)
 DU0616
 DU0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0616'7.1 KILOMETERS (4.45 MILES) EAST ALONG U.S. HIGHWAY 60 FROM
 DU0616'THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE WEST
 DU0616'ABUTMENT FOR A DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR THE
 DU0616'EASTBOUND HIGHWAY LANES, 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0616'CENTERLINE OF THE EASTBOUND TRAFFIC LANES OF THE HIGHWAY AND 27.7
 DU0616'METERS (90.9 FEET) EAST OF THE CENTERLINE OF 96TH STREET.
 DU0616'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0616
 DU0616                          STATION RECOVERY (2006)
 DU0616
 DU0616'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0616'MARK NOT RECOVERED. THE CULVERT HEADWALL HAS BEEN REBUILT. ASSUMED
 DU0616'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0056 ***********************************************************************
 FS0056  DESIGNATION -  1549.57
 FS0056  PID         -  FS0056
 FS0056  STATE/COUNTY-  AZ/MOHAVE
 FS0056  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0056
 FS0056                         *CURRENT SURVEY CONTROL
 FS0056  ___________________________________________________________________
 FS0056* NAD 83(1986)-  35 58 47.     (N)    114 41 48.     (W)     SCALED    
 FS0056* NAVD 88     -       472.192  (meters)    1549.18   (feet)  POSTED    
 FS0056  ___________________________________________________________________
 FS0056  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FS0056  DYNAMIC HT  -         471.720 (meters)    1547.63  (feet)  COMP
 FS0056  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 FS0056
 FS0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0056
 FS0056.The horizontal coordinates were scaled from a topographic map and have
 FS0056.an estimated accuracy of +/- 6 seconds.
 FS0056
 FS0056.The orthometric height was determined by differential leveling
 FS0056.and adjusted by the  in 1992.
 FS0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0056.rate of 0.0 thru 1.0 mm/km.
 FS0056
 FS0056.The geoid height was determined by GEOID03.
 FS0056
 FS0056.The dynamic height is computed by dividing the NAVD 88
 FS0056.geopotential number by the normal gravity value computed on the
 FS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0056.degrees latitude (g = 980.6199 gals.).
 FS0056
 FS0056.The modeled gravity was interpolated from observed gravity values.
 FS0056
 FS0056;                    North         East    Units  Estimated Accuracy
 FS0056;SPC AZ W     -   552,700.      127,990.      MT  (+/- 180 meters Scaled)
 FS0056
 FS0056                          SUPERSEDED SURVEY CONTROL
 FS0056
 FS0056  NGVD 29 (??/??/92)  471.470  (m)         1546.81   (f) ADJ UNCH    1 1
 FS0056
 FS0056.Superseded values are not recommended for survey control.
 FS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0056.See file dsdata.txt to determine how the superseded data were derived.
 FS0056
 FS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV076841(NAD 83)
 FS0056_MARKER: DD = SURVEY DISK
 FS0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0056_SP_SET: BRIDGE
 FS0056_STAMPING: 1549.57
 FS0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0056
 FS0056  HISTORY     - Date     Condition        Report By
 FS0056  HISTORY     - UNK      MONUMENTED       BPR
 FS0056  HISTORY     - 1950     GOOD             NGS
 FS0056  HISTORY     - 1963     GOOD             NGS
 FS0056  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0056
 FS0056                          STATION DESCRIPTION
 FS0056
 FS0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0056'4.3 MI SE FROM HOOVER DAM.
 FS0056'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0056'(ARIZONA) END OF HOOVER DAM, AT A LARGE CONCRETE BRIDGE OVER A
 FS0056'DRY WASH, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST GUARD
 FS0056'RAIL BASE, 13.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0056'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0056
 FS0056                          STATION RECOVERY (1963)
 FS0056
 FS0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0056'RECOVERED IN GOOD CONDITION.
 FS0056
 FS0056                          STATION RECOVERY (1981)
 FS0056
 FS0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0056'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0184 ***********************************************************************
 FR0184  DESIGNATION -  155 0
 FR0184  PID         -  FR0184
 FR0184  STATE/COUNTY-  AZ/YAVAPAI
 FR0184  USGS QUAD   -  RED MESA (1981)
 FR0184
 FR0184                         *CURRENT SURVEY CONTROL
 FR0184  ___________________________________________________________________
 FR0184* NAD 83(1986)-  35 22 51.     (N)    112 59 12.     (W)     SCALED    
 FR0184* NAVD 88     -      1568.826  (meters)    5147.06   (feet)  ADJUSTED  
 FR0184  ___________________________________________________________________
 FR0184  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0184  DYNAMIC HT  -        1566.771 (meters)    5140.31  (feet)  COMP
 FR0184  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 FR0184
 FR0184  VERT ORDER  -  SECOND    CLASS 0
 FR0184
 FR0184.The horizontal coordinates were scaled from a topographic map and have
 FR0184.an estimated accuracy of +/- 6 seconds.
 FR0184
 FR0184.The orthometric height was determined by differential leveling
 FR0184.and adjusted in June 1991.
 FR0184
 FR0184.The geoid height was determined by GEOID03.
 FR0184
 FR0184.The dynamic height is computed by dividing the NAVD 88
 FR0184.geopotential number by the normal gravity value computed on the
 FR0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0184.degrees latitude (g = 980.6199 gals.).
 FR0184
 FR0184.The modeled gravity was interpolated from observed gravity values.
 FR0184
 FR0184;                    North         East    Units  Estimated Accuracy
 FR0184;SPC AZ C     -   486,350.      116,140.      MT  (+/- 180 meters Scaled)
 FR0184
 FR0184                          SUPERSEDED SURVEY CONTROL
 FR0184
 FR0184  NGVD 29 (??/??/92) 1567.930  (m)         5144.12   (f) ADJ UNCH    2 0
 FR0184
 FR0184.Superseded values are not recommended for survey control.
 FR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0184.See file dsdata.txt to determine how the superseded data were derived.
 FR0184
 FR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE195170(NAD 83)
 FR0184_MARKER: DD = SURVEY DISK
 FR0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0184_SP_SET: ROD
 FR0184_STAMPING: 155-0 1966
 FR0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0184
 FR0184  HISTORY     - Date     Condition        Report By
 FR0184  HISTORY     - 1966     MONUMENTED       USGS
 FR0184  HISTORY     - 1968     GOOD             NGS
 FR0184  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0184
 FR0184                          STATION DESCRIPTION
 FR0184
 FR0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0184'8.0 MI W FROM SELIGMAN.
 FR0184'8.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0184'THE STATION AT SELIGMAN, 7 POLES SOUTHEAST OF MILEPOST 437, 40.4 FEET
 FR0184'NORTHEAST OF THE NORTHEAST RAIL, 19 FEET SOUTHWEST OF THE CENTER LINE
 FR0184'OF A TRACK ROAD, 13 FEET NORTHWEST OF A TELEPHONE POLE BEARING A USGS
 FR0184'PLAGUE, ABOUT 7 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 FR0184'5/8-INCH COPPER COATED ROD.  THE UPPER PORTION OF THE ROD IS ENCASED
 FR0184'IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FR0184
 FR0184                          STATION RECOVERY (1982)
 FR0184
 FR0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0184'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1242 ***********************************************************************
 DU1242  DESIGNATION -  155 DOR
 DU1242  PID         -  DU1242
 DU1242  STATE/COUNTY-  AZ/GILA
 DU1242  USGS QUAD   -  CONE BUTTE (1978)
 DU1242
 DU1242                         *CURRENT SURVEY CONTROL
 DU1242  ___________________________________________________________________
 DU1242* NAD 83(1986)-  33 50 15.     (N)    110 09 39.     (W)     SCALED    
 DU1242* NAVD 88     -      1580.411  (meters)    5185.07   (feet)  ADJUSTED  
 DU1242  ___________________________________________________________________
 DU1242  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 DU1242  DYNAMIC HT  -        1578.125 (meters)    5177.57  (feet)  COMP
 DU1242  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 DU1242
 DU1242  VERT ORDER  -  FIRST     CLASS II
 DU1242
 DU1242.The horizontal coordinates were scaled from a topographic map and have
 DU1242.an estimated accuracy of +/- 6 seconds.
 DU1242
 DU1242.The orthometric height was determined by differential leveling
 DU1242.and adjusted in June 1991.
 DU1242
 DU1242.The geoid height was determined by GEOID03.
 DU1242
 DU1242.The dynamic height is computed by dividing the NAVD 88
 DU1242.geopotential number by the normal gravity value computed on the
 DU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1242.degrees latitude (g = 980.6199 gals.).
 DU1242
 DU1242.The modeled gravity was interpolated from observed gravity values.
 DU1242
 DU1242;                    North         East    Units  Estimated Accuracy
 DU1242;SPC AZ E     -   314,630.      213,900.      MT  (+/- 180 meters Scaled)
 DU1242
 DU1242                          SUPERSEDED SURVEY CONTROL
 DU1242
 DU1242.No superseded survey control is available for this station.
 DU1242
 DU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC776444(NAD 83)
 DU1242_MARKER: DB = BENCH MARK DISK
 DU1242_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1242_SP_SET: COPPER-CLAD STEEL ROD
 DU1242_STAMPING: 5182 155 DOR 1965
 DU1242_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1242
 DU1242  HISTORY     - Date     Condition        Report By
 DU1242  HISTORY     - 1965     MONUMENTED       USGS
 DU1242  HISTORY     - 1979     GOOD             NGS
 DU1242
 DU1242                          STATION DESCRIPTION
 DU1242
 DU1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1242'14.3 MI SE FROM CARRIZO JUNCTION.
 DU1242'14.3 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1242'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, ALSO, 14.3 MILES NORTHWEST ALONG
 DU1242'STATE HIGHWAY 73 FROM THE APACHE TRIBAL HEADQUARTERS IN WHITERIVER,
 DU1242'0.45 MILE NORTHWEST OF HIGHWAY MILE MARKER 325, 96.8 FEET SOUTHWEST OF
 DU1242'THE CENTERLINE OF THE HIGHWAY AND 0.6 FOOT NORTHEAST OF A BARBED
 DU1242'WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965, RODS WERE
 DU1242'DRIVEN TO REFUSAL.
 DU1242'THE MARK IS 0.9 FT  NE FROM A WITNESS POST.
 DU1242'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0484 ***********************************************************************
 GQ0484  DESIGNATION -  155 DOR
 GQ0484  PID         -  GQ0484
 GQ0484  STATE/COUNTY-  AZ/MOHAVE
 GQ0484  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0484
 GQ0484                         *CURRENT SURVEY CONTROL
 GQ0484  ___________________________________________________________________
 GQ0484* NAD 83(1986)-  36 26 43.     (N)    113 33 06.     (W)     SCALED    
 GQ0484* NAVD 88     -      1756.433  (meters)    5762.56   (feet)  POSTED    
 GQ0484  ___________________________________________________________________
 GQ0484  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 GQ0484  DYNAMIC HT  -        1754.320 (meters)    5755.63  (feet)  COMP
 GQ0484  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 GQ0484
 GQ0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0484
 GQ0484.The horizontal coordinates were scaled from a topographic map and have
 GQ0484.an estimated accuracy of +/- 6 seconds.
 GQ0484
 GQ0484.The orthometric height was determined by differential leveling
 GQ0484.and adjusted by the  in 1992.
 GQ0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0484.rate of 0.0 thru 1.0 mm/km.
 GQ0484
 GQ0484.The geoid height was determined by GEOID03.
 GQ0484
 GQ0484.The dynamic height is computed by dividing the NAVD 88
 GQ0484.geopotential number by the normal gravity value computed on the
 GQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0484.degrees latitude (g = 980.6199 gals.).
 GQ0484
 GQ0484.The modeled gravity was interpolated from observed gravity values.
 GQ0484
 GQ0484;                    North         East    Units  Estimated Accuracy
 GQ0484;SPC AZ W     -   603,960.      231,140.      MT  (+/- 180 meters Scaled)
 GQ0484
 GQ0484                          SUPERSEDED SURVEY CONTROL
 GQ0484
 GQ0484.No superseded survey control is available for this station.
 GQ0484
 GQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF713363(NAD 83)
 GQ0484_MARKER: DB = BENCH MARK DISK
 GQ0484_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0484_SP_SET: ROCK OUTCROP
 GQ0484_STAMPING: 155 DOR 1970 5760
 GQ0484_MARK LOGO: USGS  
 GQ0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0484+STABILITY: POSITION/ELEVATION WELL
 GQ0484
 GQ0484  HISTORY     - Date     Condition        Report By
 GQ0484  HISTORY     - 1970     MONUMENTED       USGS
 GQ0484
 GQ0484                          STATION DESCRIPTION
 GQ0484
 GQ0484'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0484'95.3 KM (59.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0484'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0484'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0484'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0484'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 13.3 MILES SOUTHWEST, 0.2
 GQ0484'MILES NORTH OF A SMALL STOCK POND, 32 FEET EAST OF THE ROAD.
 GQ0484'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0484'THE MARK IS 7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0457 ***********************************************************************
 DU0457  DESIGNATION -  1550.71
 DU0457  PID         -  DU0457
 DU0457  STATE/COUNTY-  AZ/PINAL
 DU0457  USGS QUAD   -  FLORENCE (1981)
 DU0457
 DU0457                         *CURRENT SURVEY CONTROL
 DU0457  ___________________________________________________________________
 DU0457* NAD 83(1986)-  33 04 27.     (N)    111 22 38.     (W)     SCALED    
 DU0457* NAVD 88     -       473.11   (+/-2cm)    1552.2    (feet)  VERTCON   
 DU0457  ___________________________________________________________________
 DU0457  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0457  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0457
 DU0457.The horizontal coordinates were scaled from a topographic map and have
 DU0457.an estimated accuracy of +/- 6 seconds.
 DU0457
 DU0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0457.The vertical order pertains to the NGVD 29 superseded value.
 DU0457
 DU0457.The geoid height was determined by GEOID03.
 DU0457
 DU0457;                    North         East    Units  Estimated Accuracy
 DU0457;SPC AZ C     -   230,110.      263,730.      MT  (+/- 180 meters Scaled)
 DU0457
 DU0457                          SUPERSEDED SURVEY CONTROL
 DU0457
 DU0457  NGVD 29 (??/??/92)  472.536  (m)         1550.31   (f) ADJ UNCH    1 2
 DU0457
 DU0457.Superseded values are not recommended for survey control.
 DU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0457.See file dsdata.txt to determine how the superseded data were derived.
 DU0457
 DU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB647595(NAD 83)
 DU0457_MARKER: DD = SURVEY DISK
 DU0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0457_SP_SET: CULVERT
 DU0457_STAMPING: 1550.71 691+50 1931
 DU0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0457
 DU0457  HISTORY     - Date     Condition        Report By
 DU0457  HISTORY     - 1931     MONUMENTED       AZHD
 DU0457  HISTORY     - 1949     GOOD             NGS
 DU0457  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 DU0457
 DU0457                          STATION DESCRIPTION
 DU0457
 DU0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DU0457'3.2 MI N FROM FLORENCE.
 DU0457'3.2 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0457'FLORENCE, AT A DOUBLE TILE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 DU0457'THE TOP OF THE WEST CONCRETE HEADWALL, 16 FEET WEST OF THE CENTERLINE
 DU0457'OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. AN
 DU0457'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1550.71 691+50
 DU0457'1931.
 DU0457
 DU0457                          STATION RECOVERY (2007)
 DU0457
 DU0457'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0457'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THERE IS A CULVERT AT
 DU0457'THE DESCRIBED LOCATION, BUT NO HEADWALL. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0085 ***********************************************************************
 DA0085  DESIGNATION -  1552.84
 DA0085  PID         -  DA0085
 DA0085  STATE/COUNTY-  AZ/PINAL
 DA0085  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0085
 DA0085                         *CURRENT SURVEY CONTROL
 DA0085  ___________________________________________________________________
 DA0085* NAD 83(1986)-  32 51 09.     (N)    112 05 11.     (W)     SCALED    
 DA0085* NAVD 88     -       473.99   (+/-2cm)    1555.1    (feet)  VERTCON   
 DA0085  ___________________________________________________________________
 DA0085  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0085
 DA0085.The horizontal coordinates were scaled from a topographic map and have
 DA0085.an estimated accuracy of +/- 6 seconds.
 DA0085
 DA0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0085.The vertical order pertains to the NGVD 29 superseded value.
 DA0085
 DA0085.The geoid height was determined by GEOID03.
 DA0085
 DA0085;                    North         East    Units  Estimated Accuracy
 DA0085;SPC AZ C     -   205,410.      197,470.      MT  (+/- 180 meters Scaled)
 DA0085
 DA0085                          SUPERSEDED SURVEY CONTROL
 DA0085
 DA0085  NGVD 29 (??/??/92)  473.374  (m)         1553.06   (f) ADJ UNCH    2 0
 DA0085
 DA0085.Superseded values are not recommended for survey control.
 DA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0085.See file dsdata.txt to determine how the superseded data were derived.
 DA0085
 DA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB983354(NAD 83)
 DA0085_MARKER: DD = SURVEY DISK
 DA0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0085_SP_SET: RETAINING WALL
 DA0085_STAMPING: 1552.84 2046 + 25.9 1934
 DA0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0085
 DA0085  HISTORY     - Date     Condition        Report By
 DA0085  HISTORY     - 1934     MONUMENTED       AZHD
 DA0085  HISTORY     - 1951     GOOD             NGS
 DA0085  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0085
 DA0085                          STATION DESCRIPTION
 DA0085
 DA0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0085'7.4 MI W FROM STANFIELD.
 DA0085'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0085'STANFIELD, ABOUT 0.2 MILE WEST OF THE JUNCTION OF HIDDEN VALLEY ROAD
 DA0085'WHICH LEADS NORTHEAST, AT A DIP, IN THE TOP OF THE WEST END OF A
 DA0085'CONCRETE RETAINING WALL, 12.5 FEET NORTH OF THE CENTER LINE OF THE
 DA0085'HIGHWAY, 1.0 FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT LEVEL
 DA0085'WITH THE HIGHWAY.
 DA0085
 DA0085                          STATION RECOVERY (1963)
 DA0085
 DA0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1593 ***********************************************************************
 CZ1593  DESIGNATION -  1557.64
 CZ1593  PID         -  CZ1593
 CZ1593  STATE/COUNTY-  AZ/PINAL
 CZ1593  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1593
 CZ1593                         *CURRENT SURVEY CONTROL
 CZ1593  ___________________________________________________________________
 CZ1593* NAD 83(1986)-  32 44 53.     (N)    111 34 23.     (W)     SCALED    
 CZ1593* NAVD 88     -       474.39   (+/-2cm)    1556.4    (feet)  VERTCON   
 CZ1593  ___________________________________________________________________
 CZ1593  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1593  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1593
 CZ1593.The horizontal coordinates were scaled from a topographic map and have
 CZ1593.an estimated accuracy of +/- 6 seconds.
 CZ1593
 CZ1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1593.The vertical order pertains to the NGVD 29 superseded value.
 CZ1593
 CZ1593.The geoid height was determined by GEOID03.
 CZ1593
 CZ1593;                    North         East    Units  Estimated Accuracy
 CZ1593;SPC AZ C     -   193,870.      245,560.      MT  (+/- 180 meters Scaled)
 CZ1593
 CZ1593                          SUPERSEDED SURVEY CONTROL
 CZ1593
 CZ1593  NGVD 29 (??/??/92)  473.834  (m)         1554.57   (f) ADJ UNCH    1 2
 CZ1593
 CZ1593.Superseded values are not recommended for survey control.
 CZ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1593.See file dsdata.txt to determine how the superseded data were derived.
 CZ1593
 CZ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB463235(NAD 83)
 CZ1593_MARKER: DD = SURVEY DISK
 CZ1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1593_SP_SET: CULVERT
 CZ1593_STAMPING: 1557.64
 CZ1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1593
 CZ1593  HISTORY     - Date     Condition        Report By
 CZ1593  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1593  HISTORY     - 1975     GOOD             AZDT
 CZ1593
 CZ1593                          STATION DESCRIPTION
 CZ1593
 CZ1593'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1593'2.65 MI SE FROM ELOY.
 CZ1593'FROM MILEPOST 207, I-10, EAST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ1593'THE STATION ON THE LEFT.  ON A HEADWALL ABOUT 200 FT. EAST OF ALSDORF
 CZ1593'ROAD OVERPASS.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 20
 CZ1593'FT. HEADWALL CULVERT.  NOTE-- YOU CAN ALSO REACH STA BY GOING 1.35
 CZ1593'MILES WEST ON ALSDORF RD FROM RT 84.93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1074 ***********************************************************************
 DA1074  DESIGNATION -  1558+80
 DA1074  PID         -  DA1074
 DA1074  STATE/COUNTY-  AZ/YUMA
 DA1074  USGS QUAD   -  MOHAWK (1982)
 DA1074
 DA1074                         *CURRENT SURVEY CONTROL
 DA1074  ___________________________________________________________________
 DA1074* NAD 83(1986)-  32 43 03.     (N)    113 49 01.     (W)     SCALED    
 DA1074* NAVD 88     -       121.606  (meters)     398.97   (feet)  ADJUSTED  
 DA1074  ___________________________________________________________________
 DA1074  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DA1074  DYNAMIC HT  -         121.468 (meters)     398.52  (feet)  COMP
 DA1074  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DA1074
 DA1074  VERT ORDER  -  FIRST     CLASS II
 DA1074
 DA1074.The horizontal coordinates were scaled from a topographic map and have
 DA1074.an estimated accuracy of +/- 6 seconds.
 DA1074
 DA1074.The orthometric height was determined by differential leveling
 DA1074.and adjusted in June 1991.
 DA1074
 DA1074.The geoid height was determined by GEOID03.
 DA1074
 DA1074.The dynamic height is computed by dividing the NAVD 88
 DA1074.geopotential number by the normal gravity value computed on the
 DA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1074.degrees latitude (g = 980.6199 gals.).
 DA1074
 DA1074.The modeled gravity was interpolated from observed gravity values.
 DA1074
 DA1074;                    North         East    Units  Estimated Accuracy
 DA1074;SPC AZ W     -   190,430.      207,080.      MT  (+/- 180 meters Scaled)
 DA1074
 DA1074                          SUPERSEDED SURVEY CONTROL
 DA1074
 DA1074  NGVD 29 (??/??/92)  120.945  (m)          396.80   (f) ADJ UNCH    1 2
 DA1074
 DA1074.Superseded values are not recommended for survey control.
 DA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1074.See file dsdata.txt to determine how the superseded data were derived.
 DA1074
 DA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB359234(NAD 83)
 DA1074_MARKER: DD = SURVEY DISK
 DA1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1074_SP_SET: BRIDGE
 DA1074_STAMPING: 397.18 1558+80 1941
 DA1074_MARK LOGO: AZHD  
 DA1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1074
 DA1074  HISTORY     - Date     Condition        Report By
 DA1074  HISTORY     - 1941     MONUMENTED       AZHD
 DA1074  HISTORY     - 1952     GOOD             NGS
 DA1074  HISTORY     - 1962     GOOD             NGS
 DA1074  HISTORY     - 1981     GOOD             NGS
 DA1074  HISTORY     - 1981     GOOD             NGS
 DA1074  HISTORY     - 20090206 GOOD             GEOCAC
 DA1074
 DA1074                          STATION DESCRIPTION
 DA1074
 DA1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1074'3.7 MI W FROM MOHAWK.
 DA1074'3.7 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1074'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, IN THE TOP OF THE SOUTH
 DA1074'RAIL OF A HIGHWAY BRIDGE OVER A WASH, 2 POLES WEST OF RAILROAD
 DA1074'MILEPOST 789, 180 FEET NORTHEAST OF TWO SEMAPHORES WEST BOUND NO.
 DA1074'7889, EAST BOUND NO. 7888, 150 FEET NORTH OF A WOODEN RAILROAD BRIDGE
 DA1074'NO. 788.94, 17.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.9
 DA1074'FOOT ABOVE THE ROAD.
 DA1074
 DA1074                          STATION RECOVERY (1962)
 DA1074
 DA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1074'RECOVERED IN GOOD CONDITION.
 DA1074
 DA1074                          STATION RECOVERY (1981)
 DA1074
 DA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1074'13.1 KM (8.15 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1074'IN TACNA, AT SOUTHERN PACIFIC RAILROAD MILEPOLE 789, SET IN THE TOP
 DA1074'CENTER OF THE SOUTHEAST HEADWALL OF A SMALL HIGHWAY BRIDGE, 5.3 M
 DA1074'(17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.1 M (7.0 FT)
 DA1074'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1074'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DA1074'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DA1074
 DA1074                          STATION RECOVERY (1981)
 DA1074
 DA1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1074'13.1 KM (8.15 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1074'IN TACNA, AT SOUTHERN PACIFIC RAILROAD MILEPOLE 789, SET IN THE TOP
 DA1074'CENTER OF THE SOUTHEAST HEADWALL OF A SMALL HIGHWAY BRIDGE, 5.3 M
 DA1074'(17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.1 M (7.0 FT)
 DA1074'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1074'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DA1074'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DA1074
 DA1074                          STATION RECOVERY (2009)
 DA1074
 DA1074'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1074'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1074' 
 DA1074'OF N 32 43' 03.7 W 113 49' 01.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1595 ***********************************************************************
 CZ1595  DESIGNATION -  1558.40
 CZ1595  PID         -  CZ1595
 CZ1595  STATE/COUNTY-  AZ/PINAL
 CZ1595  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1595
 CZ1595                         *CURRENT SURVEY CONTROL
 CZ1595  ___________________________________________________________________
 CZ1595* NAD 83(1986)-  32 44 36.     (N)    111 33 57.     (W)     SCALED    
 CZ1595* NAVD 88     -       474.58   (+/-2cm)    1557.0    (feet)  VERTCON   
 CZ1595  ___________________________________________________________________
 CZ1595  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1595  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1595
 CZ1595.The horizontal coordinates were scaled from a topographic map and have
 CZ1595.an estimated accuracy of +/- 6 seconds.
 CZ1595
 CZ1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1595.The vertical order pertains to the NGVD 29 superseded value.
 CZ1595
 CZ1595.The geoid height was determined by GEOID03.
 CZ1595
 CZ1595;                    North         East    Units  Estimated Accuracy
 CZ1595;SPC AZ C     -   193,340.      246,240.      MT  (+/- 180 meters Scaled)
 CZ1595
 CZ1595                          SUPERSEDED SURVEY CONTROL
 CZ1595
 CZ1595  NGVD 29 (??/??/92)  474.028  (m)         1555.21   (f) ADJ UNCH    1 2
 CZ1595
 CZ1595.Superseded values are not recommended for survey control.
 CZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1595.See file dsdata.txt to determine how the superseded data were derived.
 CZ1595
 CZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB469229(NAD 83)
 CZ1595_MARKER: DD = SURVEY DISK
 CZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1595_STAMPING: 1558.40
 CZ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1595+STABILITY: SURFACE MOTION
 CZ1595
 CZ1595  HISTORY     - Date     Condition        Report By
 CZ1595  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1595  HISTORY     - 1975     GOOD             AZDT
 CZ1595  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1595
 CZ1595                          STATION DESCRIPTION
 CZ1595
 CZ1595'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1595'2.25 MI SW FROM ELOY.
 CZ1595'FROM MILEPOST 208, I-10, WEST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1595'THE STATION ON THE LEFT.  70 FT. SOUTH OF THE SOUTH R/W FENCE LINE.
 CZ1595'220 FT. SOUTH OF THE CENTERLINE.  3 FT. WEST OF AN ANGLE IRON,
 CZ1595'STENCILED, POT 3826+16.35.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1595'POST, UP 0.5 FT.
 CZ1595
 CZ1595                          STATION RECOVERY (2007)
 CZ1595
 CZ1595'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0125 ***********************************************************************
 DA0125  DESIGNATION -  1558.46
 DA0125  PID         -  DA0125
 DA0125  STATE/COUNTY-  AZ/MARICOPA
 DA0125  USGS QUAD   -  BIG HORN (1979)
 DA0125
 DA0125                         *CURRENT SURVEY CONTROL
 DA0125  ___________________________________________________________________
 DA0125* NAD 83(1986)-  32 52 28.     (N)    112 26 39.     (W)     SCALED    
 DA0125* NAVD 88     -       475.67   (+/-2cm)    1560.6    (feet)  VERTCON   
 DA0125  ___________________________________________________________________
 DA0125  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0125
 DA0125.The horizontal coordinates were scaled from a topographic map and have
 DA0125.an estimated accuracy of +/- 6 seconds.
 DA0125
 DA0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0125.The vertical order pertains to the NGVD 29 superseded value.
 DA0125
 DA0125.The geoid height was determined by GEOID03.
 DA0125
 DA0125;                    North         East    Units  Estimated Accuracy
 DA0125;SPC AZ C     -   207,950.      164,000.      MT  (+/- 180 meters Scaled)
 DA0125
 DA0125                          SUPERSEDED SURVEY CONTROL
 DA0125
 DA0125  NGVD 29 (??/??/92)  475.008  (m)         1558.42   (f) ADJ UNCH    2 0
 DA0125
 DA0125.Superseded values are not recommended for survey control.
 DA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0125.See file dsdata.txt to determine how the superseded data were derived.
 DA0125
 DA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB648382(NAD 83)
 DA0125_MARKER: DD = SURVEY DISK
 DA0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0125_SP_SET: HEADWALL
 DA0125_STAMPING: 1558.46 8611+755 1959
 DA0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0125
 DA0125  HISTORY     - Date     Condition        Report By
 DA0125  HISTORY     - 1959     MONUMENTED       AZHD
 DA0125  HISTORY     - 1960     GOOD             NGS
 DA0125  HISTORY     - 20071130 MARK NOT FOUND   GEOCAC
 DA0125
 DA0125                          STATION DESCRIPTION
 DA0125
 DA0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0125'16.6 MI E FROM GILA BEND.
 DA0125'16.6 MILES EAST OF GILA BEND ON STATE HIGHWAY 84, 36 FEET NORTH OF THE
 DA0125'CENTERLINE OF HIGHWAY, 0.3 MILE WEST OF MILEPOST 137, CEMENTED IN
 DA0125'DRILL HOLE IN CENTER OF NORTH HEADWALL, ABOUT 5 FEET LOWER THAN THE
 DA0125'HIGHWAY.
 DA0125
 DA0125                          STATION RECOVERY (2007)
 DA0125
 DA0125'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0125'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A STANDARD ADOT
 DA0125'HIGHWAY DIV. 19 DISK SET IN THE NORTH HEADWALL WITH NO ADDITIONAL
 DA0125'STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0003 ***********************************************************************
 CZ0003  DESIGNATION -  156
 CZ0003  PID         -  CZ0003
 CZ0003  STATE/COUNTY-  AZ/COCHISE
 CZ0003  USGS QUAD   -  DRAGOON (1995)
 CZ0003
 CZ0003                         *CURRENT SURVEY CONTROL
 CZ0003  ___________________________________________________________________
 CZ0003* NAD 83(1986)-  32 01 21.     (N)    110 02 40.     (W)     SCALED    
 CZ0003* NAVD 88     -      1401.61   (+/-2cm)    4598.4    (feet)  VERTCON   
 CZ0003  ___________________________________________________________________
 CZ0003  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CZ0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0003
 CZ0003.The horizontal coordinates were scaled from a topographic map and have
 CZ0003.an estimated accuracy of +/- 6 seconds.
 CZ0003
 CZ0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0003.The vertical order pertains to the NGVD 29 superseded value.
 CZ0003
 CZ0003.The geoid height was determined by GEOID03.
 CZ0003
 CZ0003;                    North         East    Units  Estimated Accuracy
 CZ0003;SPC AZ E     -   113,370.      224,910.      MT  (+/- 180 meters Scaled)
 CZ0003
 CZ0003                          SUPERSEDED SURVEY CONTROL
 CZ0003
 CZ0003  NGVD 29 (??/??/92) 1400.727  (m)         4595.55   (f) ADJ UNCH    1 2
 CZ0003
 CZ0003.Superseded values are not recommended for survey control.
 CZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0003.See file dsdata.txt to determine how the superseded data were derived.
 CZ0003
 CZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA902433(NAD 83)
 CZ0003_MARKER: P = PIPE CAP
 CZ0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0003_STAMPING: 156 H 1907
 CZ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0003
 CZ0003  HISTORY     - Date     Condition        Report By
 CZ0003  HISTORY     - 1907     MONUMENTED       USGS
 CZ0003  HISTORY     - 1952     GOOD             NGS
 CZ0003
 CZ0003                          STATION DESCRIPTION
 CZ0003
 CZ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0003'0.5 MI SW FROM DRAGOON.
 CZ0003'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0003'THE STATION AT DRAGOON, 0.15 MILE SOUTHWEST OF THE POINT OF SWITCH OF
 CZ0003'THE WEST BOUND PASSING SIDING, 181.0 FEET NORTHEAST OF A TREE
 CZ0003'SOUTHEAST OF A FENCE, 95.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.8
 CZ0003'FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT
 CZ0003'1.0 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A 3-1/2 INCH IRON
 CZ0003'PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1243 ***********************************************************************
 DU1243  DESIGNATION -  156 DOR
 DU1243  PID         -  DU1243
 DU1243  STATE/COUNTY-  AZ/GILA
 DU1243  USGS QUAD   -  CONE BUTTE (1978)
 DU1243
 DU1243                         *CURRENT SURVEY CONTROL
 DU1243  ___________________________________________________________________
 DU1243* NAD 83(1986)-  33 49 34.     (N)    110 08 57.     (W)     SCALED    
 DU1243* NAVD 88     -      1602.628  (meters)    5257.96   (feet)  ADJUSTED  
 DU1243  ___________________________________________________________________
 DU1243  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DU1243  DYNAMIC HT  -        1600.310 (meters)    5250.35  (feet)  COMP
 DU1243  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 DU1243
 DU1243  VERT ORDER  -  FIRST     CLASS II
 DU1243
 DU1243.The horizontal coordinates were scaled from a topographic map and have
 DU1243.an estimated accuracy of +/- 6 seconds.
 DU1243
 DU1243.The orthometric height was determined by differential leveling
 DU1243.and adjusted in June 1991.
 DU1243
 DU1243.The geoid height was determined by GEOID03.
 DU1243
 DU1243.The dynamic height is computed by dividing the NAVD 88
 DU1243.geopotential number by the normal gravity value computed on the
 DU1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1243.degrees latitude (g = 980.6199 gals.).
 DU1243
 DU1243.The modeled gravity was interpolated from observed gravity values.
 DU1243
 DU1243;                    North         East    Units  Estimated Accuracy
 DU1243;SPC AZ E     -   313,370.      214,980.      MT  (+/- 180 meters Scaled)
 DU1243
 DU1243                          SUPERSEDED SURVEY CONTROL
 DU1243
 DU1243.No superseded survey control is available for this station.
 DU1243
 DU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC787432(NAD 83)
 DU1243_MARKER: DB = BENCH MARK DISK
 DU1243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1243_SP_SET: COPPER-CLAD STEEL ROD
 DU1243_STAMPING: 5255 156 DOR 1965
 DU1243_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1243
 DU1243  HISTORY     - Date     Condition        Report By
 DU1243  HISTORY     - 1965     MONUMENTED       USGS
 DU1243  HISTORY     - 1979     GOOD             NGS
 DU1243
 DU1243                          STATION DESCRIPTION
 DU1243
 DU1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1243'13.0 MI NW FROM WHITERIVER.
 DU1243'13.0 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE
 DU1243'TRIBAL HEADQUARTERS IN WHITERIVER, 0.45 MILE NORTHWEST OF HIGHWAY
 DU1243'MILE MARKER 326, 98.2 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1243'AND 0.6 FOOT NORTHEAST OF A BARBED WIRE FENCE.  NOTE=USGS KEPT NO
 DU1243'RECORD OF ROD DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1243'THE MARK IS 0.7 FT  NE FROM A WITNESS POST.
 DU1243'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0485 ***********************************************************************
 GQ0485  DESIGNATION -  156 DOR
 GQ0485  PID         -  GQ0485
 GQ0485  STATE/COUNTY-  AZ/MOHAVE
 GQ0485  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0485
 GQ0485                         *CURRENT SURVEY CONTROL
 GQ0485  ___________________________________________________________________
 GQ0485* NAD 83(1986)-  36 26 13.     (N)    113 33 20.     (W)     SCALED    
 GQ0485* NAVD 88     -      1769.555  (meters)    5805.61   (feet)  POSTED    
 GQ0485  ___________________________________________________________________
 GQ0485  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 GQ0485  DYNAMIC HT  -        1767.420 (meters)    5798.61  (feet)  COMP
 GQ0485  MODELED GRAV-     979,360.1   (mgal)                       NAVD 88
 GQ0485
 GQ0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0485
 GQ0485.The horizontal coordinates were scaled from a topographic map and have
 GQ0485.an estimated accuracy of +/- 6 seconds.
 GQ0485
 GQ0485.The orthometric height was determined by differential leveling
 GQ0485.and adjusted by the  in 1992.
 GQ0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0485.rate of 0.0 thru 1.0 mm/km.
 GQ0485
 GQ0485.The geoid height was determined by GEOID03.
 GQ0485
 GQ0485.The dynamic height is computed by dividing the NAVD 88
 GQ0485.geopotential number by the normal gravity value computed on the
 GQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0485.degrees latitude (g = 980.6199 gals.).
 GQ0485
 GQ0485.The modeled gravity was interpolated from observed gravity values.
 GQ0485
 GQ0485;                    North         East    Units  Estimated Accuracy
 GQ0485;SPC AZ W     -   603,030.      230,790.      MT  (+/- 180 meters Scaled)
 GQ0485
 GQ0485                          SUPERSEDED SURVEY CONTROL
 GQ0485
 GQ0485.No superseded survey control is available for this station.
 GQ0485
 GQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF709354(NAD 83)
 GQ0485_MARKER: DB = BENCH MARK DISK
 GQ0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0485_SP_SET: COPPER-CLAD STEEL ROD
 GQ0485_STAMPING: 156 DOR 1970 5803
 GQ0485_MARK LOGO: USGS  
 GQ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0485
 GQ0485  HISTORY     - Date     Condition        Report By
 GQ0485  HISTORY     - 1970     MONUMENTED       USGS
 GQ0485
 GQ0485                          STATION DESCRIPTION
 GQ0485
 GQ0485'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0485'96.6 KM (60.00 MI) SOUTH FROM ST GEORGE UT.
 GQ0485'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0485'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0485'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0485'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 14.1 MILES SOUTHWEST TO A
 GQ0485'CATTLEGUARD, EAST OF M AND M POND, 41 FEET EAST OF THE ROAD, 0.5 FEET
 GQ0485'NORTH OF A FENCE.  ROD DEPTH UNKNOWN.
 GQ0485'THE MARK IS 0.5 FT  N FROM  A WITNESS SIGN
 GQ0485'THE MARK IS 3.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0237 ***********************************************************************
 CZ0237  DESIGNATION -  156+00
 CZ0237  PID         -  CZ0237
 CZ0237  STATE/COUNTY-  AZ/PIMA
 CZ0237  USGS QUAD   -  TUCSON (1992)
 CZ0237
 CZ0237                         *CURRENT SURVEY CONTROL
 CZ0237  ___________________________________________________________________
 CZ0237* NAD 83(1986)-  32 09 40.     (N)    110 55 56.     (W)     SCALED    
 CZ0237* NAVD 88     -       780.42   (+/-2cm)    2560.4    (feet)  VERTCON   
 CZ0237  ___________________________________________________________________
 CZ0237  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0237
 CZ0237.The horizontal coordinates were scaled from a topographic map and have
 CZ0237.an estimated accuracy of +/- 6 seconds.
 CZ0237
 CZ0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0237.The vertical order pertains to the NGVD 29 superseded value.
 CZ0237
 CZ0237.The geoid height was determined by GEOID03.
 CZ0237
 CZ0237;                    North         East    Units  Estimated Accuracy
 CZ0237;SPC AZ C     -   129,160.      306,210.      MT  (+/- 180 meters Scaled)
 CZ0237
 CZ0237                          SUPERSEDED SURVEY CONTROL
 CZ0237
 CZ0237  NGVD 29 (??/??/92)  779.796  (m)         2558.38   (f) ADJ UNCH    2 0
 CZ0237
 CZ0237.Superseded values are not recommended for survey control.
 CZ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0237.See file dsdata.txt to determine how the superseded data were derived.
 CZ0237
 CZ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA063582(NAD 83)
 CZ0237_MARKER: DD = SURVEY DISK
 CZ0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0237_SP_SET: CURB
 CZ0237_STAMPING: 2558.62 156 + 00 1955
 CZ0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0237+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0237
 CZ0237  HISTORY     - Date     Condition        Report By
 CZ0237  HISTORY     - 1955     MONUMENTED       AZHD
 CZ0237  HISTORY     - 1960     GOOD             NGS
 CZ0237  HISTORY     - 20060315 GOOD             USPSQD
 CZ0237
 CZ0237                          STATION DESCRIPTION
 CZ0237
 CZ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0237'2.8 MI SE FROM TUCSON.
 CZ0237'2.8 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0237'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 250, 28 FEET SOUTHWEST OF
 CZ0237'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 24 FEET SOUTHEAST OF
 CZ0237'THE MILE POST, 14.6 FEET NORTHEAST OF THE EAST BOUND TRAFFIC LANE, SET
 CZ0237'IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST CURB ON THE MEDIA STRIP
 CZ0237'AND 0.7 FOOT ABOVE THE ROADWAY.
 CZ0237
 CZ0237                          STATION RECOVERY (2006)
 CZ0237
 CZ0237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0237'FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0443 ***********************************************************************
 CZ0443  DESIGNATION -  1562+48.5
 CZ0443  PID         -  CZ0443
 CZ0443  STATE/COUNTY-  AZ/PINAL
 CZ0443  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0443
 CZ0443                         *CURRENT SURVEY CONTROL
 CZ0443  ___________________________________________________________________
 CZ0443* NAD 83(1986)-  32 41 15.     (N)    111 04 38.     (W)     SCALED    
 CZ0443* NAVD 88     -       900.58   (+/-2cm)    2954.7    (feet)  VERTCON   
 CZ0443  ___________________________________________________________________
 CZ0443  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CZ0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0443
 CZ0443.The horizontal coordinates were scaled from a topographic map and have
 CZ0443.an estimated accuracy of +/- 6 seconds.
 CZ0443
 CZ0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0443.The vertical order pertains to the NGVD 29 superseded value.
 CZ0443
 CZ0443.The geoid height was determined by GEOID03.
 CZ0443
 CZ0443;                    North         East    Units  Estimated Accuracy
 CZ0443;SPC AZ C     -   187,410.      292,080.      MT  (+/- 180 meters Scaled)
 CZ0443
 CZ0443                          SUPERSEDED SURVEY CONTROL
 CZ0443
 CZ0443  NGVD 29 (??/??/92)  899.936  (m)         2952.54   (f) ADJ UNCH    2 0
 CZ0443
 CZ0443.Superseded values are not recommended for survey control.
 CZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0443.See file dsdata.txt to determine how the superseded data were derived.
 CZ0443
 CZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB927166(NAD 83)
 CZ0443_MARKER: DD = SURVEY DISK
 CZ0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0443_SP_SET: CULVERT
 CZ0443_STAMPING: 1562+48.5 2952.37
 CZ0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0443+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ0443
 CZ0443  HISTORY     - Date     Condition        Report By
 CZ0443  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0443  HISTORY     - 1962     GOOD             NGS
 CZ0443  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0443
 CZ0443                          STATION DESCRIPTION
 CZ0443
 CZ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0443'12.15 MI NW FROM ORACLE JUNCTION.
 CZ0443'12.15 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0443'JUNCTION, 41 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, 6 FEET WEST
 CZ0443'OF CURB, A STANDARD DISK SET IN A DRILLHOLE IN THE WEST HEADWALL OF A
 CZ0443'CONCRETE CULVERT.
 CZ0443
 CZ0443                          STATION RECOVERY (2007)
 CZ0443
 CZ0443'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0443'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0443'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79,
 CZ0443'AND THE MARK IS LOCATED IN THE CENTER OF THE SOUTHWEST HEADWALL OF THE
 CZ0443'CULVERT. HANDHELD COORDINATES
 CZ0443'32 41 16.8 (N)   111 04 40.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0615 ***********************************************************************
 DU0615  DESIGNATION -  1562.00
 DU0615  PID         -  DU0615
 DU0615  STATE/COUNTY-  AZ/MARICOPA
 DU0615  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0615
 DU0615                         *CURRENT SURVEY CONTROL
 DU0615  ___________________________________________________________________
 DU0615* NAD 83(1986)-  33 24 54.     (N)    111 37 05.     (W)     SCALED    
 DU0615* NAVD 88     -       476.865  (meters)    1564.51   (feet)  ADJUSTED  
 DU0615  ___________________________________________________________________
 DU0615  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0615  DYNAMIC HT  -         476.292 (meters)    1562.63  (feet)  COMP
 DU0615  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 DU0615
 DU0615  VERT ORDER  -  FIRST     CLASS II
 DU0615
 DU0615.The horizontal coordinates were scaled from a topographic map and have
 DU0615.an estimated accuracy of +/- 6 seconds.
 DU0615
 DU0615.The orthometric height was determined by differential leveling
 DU0615.and adjusted in June 1991.
 DU0615
 DU0615.The geoid height was determined by GEOID03.
 DU0615
 DU0615.The dynamic height is computed by dividing the NAVD 88
 DU0615.geopotential number by the normal gravity value computed on the
 DU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0615.degrees latitude (g = 980.6199 gals.).
 DU0615
 DU0615.The modeled gravity was interpolated from observed gravity values.
 DU0615
 DU0615;                    North         East    Units  Estimated Accuracy
 DU0615;SPC AZ C     -   267,810.      241,130.      MT  (+/- 180 meters Scaled)
 DU0615
 DU0615                          SUPERSEDED SURVEY CONTROL
 DU0615
 DU0615  NGVD 29 (??/??/92)  476.332  (m)         1562.77   (f) ADJ UNCH    1 2
 DU0615
 DU0615.Superseded values are not recommended for survey control.
 DU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0615.See file dsdata.txt to determine how the superseded data were derived.
 DU0615
 DU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB425974(NAD 83)
 DU0615_MARKER: DD = SURVEY DISK
 DU0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0615_SP_SET: ABUTMENT
 DU0615_STAMPING: 1562.00 624.87
 DU0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0615
 DU0615  HISTORY     - Date     Condition        Report By
 DU0615  HISTORY     - UNK      MONUMENTED       AZHD
 DU0615  HISTORY     - 1948     GOOD             NGS
 DU0615  HISTORY     - 1981     GOOD             NGS
 DU0615  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0615
 DU0615                          STATION DESCRIPTION
 DU0615
 DU0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0615'4.0 MI W FROM APACHE JUNCTION.
 DU0615'ABOUT 4.0 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0615'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0615'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0615'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0615
 DU0615                          STATION RECOVERY (1981)
 DU0615
 DU0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0615'7.6 KILOMETERS (4.75 MILES) EAST ALONG U.S. HIGHWAY 60 FROM
 DU0615'THE POST OFFICE AT BUCKHORN, IN TOP OF THE NORTH END OF THE WEST
 DU0615'ABUTMENT OF A DOUBLE BOX CULVERT WITH A WOODEN HEADWALL FOR THE EAST
 DU0615'BOUND HIGHWAY LANES, 0.1 KILOMETER (0.05 MILE) EAST OF 98TH STREET,
 DU0615'0.25 KILOMETER (0.15 MI) WEST OF CRIMSON ROAD, ALSO 6.3 KILOMETERS
 DU0615'(4.05 MILES) WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DU0615'OF STATE HIGHWAY 88 AT APACHE JUNCTION AND 5.0 METERS (16.5 FEET)
 DU0615'NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES.
 DU0615'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DU0615
 DU0615                          STATION RECOVERY (2006)
 DU0615
 DU0615'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0615'MARK NOT RECOVERED. THE CULVERT AND HEADWALL HAVE BEEN REBUILT.
 DU0615'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0674 ***********************************************************************
 DW0674  DESIGNATION -  1565.36
 DW0674  PID         -  DW0674
 DW0674  STATE/COUNTY-  AZ/LA PAZ
 DW0674  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0674
 DW0674                         *CURRENT SURVEY CONTROL
 DW0674  ___________________________________________________________________
 DW0674* NAD 83(1986)-  33 40 30.     (N)    114 04 02.     (W)     SCALED    
 DW0674* NAVD 88     -       478.438  (meters)    1569.68   (feet)  ADJUSTED  
 DW0674  ___________________________________________________________________
 DW0674  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DW0674  DYNAMIC HT  -         477.889 (meters)    1567.87  (feet)  COMP
 DW0674  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DW0674
 DW0674  VERT ORDER  -  FIRST     CLASS II
 DW0674
 DW0674.The horizontal coordinates were scaled from a topographic map and have
 DW0674.an estimated accuracy of +/- 6 seconds.
 DW0674
 DW0674.The orthometric height was determined by differential leveling
 DW0674.and adjusted in June 1991.
 DW0674
 DW0674.The geoid height was determined by GEOID03.
 DW0674
 DW0674.The dynamic height is computed by dividing the NAVD 88
 DW0674.geopotential number by the normal gravity value computed on the
 DW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0674.degrees latitude (g = 980.6199 gals.).
 DW0674
 DW0674.The modeled gravity was interpolated from observed gravity values.
 DW0674
 DW0674;                    North         East    Units  Estimated Accuracy
 DW0674;SPC AZ W     -   296,660.      183,940.      MT  (+/- 180 meters Scaled)
 DW0674
 DW0674                          SUPERSEDED SURVEY CONTROL
 DW0674
 DW0674  NGVD 29 (??/??/??)  477.730  (m)         1567.35   (f) ADJUSTED    1 2
 DW0674
 DW0674.Superseded values are not recommended for survey control.
 DW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0674.See file dsdata.txt to determine how the superseded data were derived.
 DW0674
 DW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT719299(NAD 83)
 DW0674_MARKER: DD = SURVEY DISK
 DW0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0674_SP_SET: HEADWALL
 DW0674_STAMPING: 1565.36 1519.40
 DW0674_MARK LOGO: AZHD  
 DW0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0674
 DW0674  HISTORY     - Date     Condition        Report By
 DW0674  HISTORY     - UNK      MONUMENTED       AZHD
 DW0674  HISTORY     - 1933     GOOD             NGS
 DW0674  HISTORY     - 1981     GOOD             NGS
 DW0674  HISTORY     - 20090218 POOR             GEOCAC
 DW0674
 DW0674                          STATION DESCRIPTION
 DW0674
 DW0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0674'10 MI E FROM QUARTZSITE.
 DW0674'ABOUT 10.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0674'YUMA COUNTY, AT STATION 1519+40, AT A CONCRETE CULVERT, AND
 DW0674'IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA
 DW0674'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1565.36 1519.40.
 DW0674
 DW0674                          STATION RECOVERY (1981)
 DW0674
 DW0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0674'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0674'HIGHWAY 95 OVERPASS IN QUARTZSITE, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DW0674'ALONG GOLD NUGGET ROAD, THENCE 1.1 KM (0.5 MI) EAST ALONG THE OLD U.S.
 DW0674'HIGHWAY 60, AT THE BOTTOM OF A HIGHWAY GRADE, SET IN THE TOP CENTER OF
 DW0674'THE SOUTH CONCRETE HEADWALL OF A 4 FOOT BOX CULVERT, 4.5 METERS (15.0
 DW0674'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DW0674'THE MARK IS 0.15 M BELOW THE HIGHWAY CENTERLINE.
 DW0674
 DW0674                          STATION RECOVERY (2009)
 DW0674
 DW0674'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0674'RECOVERED IN POOR CONDITION. VANDALS ATTEMPTED TO
 DW0674'PRY THE DISK OUT OF ITS SETTING.  ONLY THE STEM AND
 DW0674'CENTER CROSS ON THE DISK REMAIN.  HANDHELD GPSR
 DW0674'(HH2) INDICATED COORDINATES OF N 33 40 31.0
 DW0674'W 114 04 01.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1573 ***********************************************************************
 CZ1573  DESIGNATION -  1566.20 3569+00
 CZ1573  PID         -  CZ1573
 CZ1573  STATE/COUNTY-  AZ/PINAL
 CZ1573  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1573
 CZ1573                         *CURRENT SURVEY CONTROL
 CZ1573  ___________________________________________________________________
 CZ1573* NAD 83(1986)-  32 47 13.     (N)    111 38 07.     (W)     SCALED    
 CZ1573* NAVD 88     -       459.68   (+/-2cm)    1508.1    (feet)  VERTCON   
 CZ1573  ___________________________________________________________________
 CZ1573  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1573  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1573
 CZ1573.The horizontal coordinates were scaled from a topographic map and have
 CZ1573.an estimated accuracy of +/- 6 seconds.
 CZ1573
 CZ1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1573.The vertical order pertains to the NGVD 29 superseded value.
 CZ1573
 CZ1573.The geoid height was determined by GEOID03.
 CZ1573
 CZ1573;                    North         East    Units  Estimated Accuracy
 CZ1573;SPC AZ C     -   198,160.      239,720.      MT  (+/- 180 meters Scaled)
 CZ1573
 CZ1573                          SUPERSEDED SURVEY CONTROL
 CZ1573
 CZ1573  NGVD 29 (??/??/92)  459.127  (m)         1506.32   (f) ADJ UNCH    1 2
 CZ1573
 CZ1573.Superseded values are not recommended for survey control.
 CZ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1573.See file dsdata.txt to determine how the superseded data were derived.
 CZ1573
 CZ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB405278(NAD 83)
 CZ1573_MARKER: DD = SURVEY DISK
 CZ1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1573_SP_SET: CULVERT
 CZ1573_STAMPING: 1566.20 3569+00
 CZ1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1573
 CZ1573  HISTORY     - Date     Condition        Report By
 CZ1573  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1573  HISTORY     - 1975     GOOD             AZDT
 CZ1573  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1573
 CZ1573                          STATION DESCRIPTION
 CZ1573
 CZ1573'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1573'8.2 MI NW FROM ELOY.
 CZ1573'FROM MILEPOST 203, I-10, WEST FOR 0.3 MILES AND TO THE STATION ON THE
 CZ1573'LEFT.  65 FT. EAST OF THE SIGN, I 10.  AN AHD BRASS CAP, SET IN THE
 CZ1573'TOP AND CENTER OF A 50 FT. CULVERT HEADWALL.
 CZ1573
 CZ1573                          STATION RECOVERY (2007)
 CZ1573
 CZ1573'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0456 ***********************************************************************
 DU0456  DESIGNATION -  1566.75
 DU0456  PID         -  DU0456
 DU0456  STATE/COUNTY-  AZ/PINAL
 DU0456  USGS QUAD   -  FLORENCE SE (1965)
 DU0456
 DU0456                         *CURRENT SURVEY CONTROL
 DU0456  ___________________________________________________________________
 DU0456* NAD 83(1986)-  33 04 45.     (N)    111 22 29.     (W)     SCALED    
 DU0456* NAVD 88     -       477.94   (+/-2cm)    1568.0    (feet)  VERTCON   
 DU0456  ___________________________________________________________________
 DU0456  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0456  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0456
 DU0456.The horizontal coordinates were scaled from a topographic map and have
 DU0456.an estimated accuracy of +/- 6 seconds.
 DU0456
 DU0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0456.The vertical order pertains to the NGVD 29 superseded value.
 DU0456
 DU0456.The geoid height was determined by GEOID03.
 DU0456
 DU0456;                    North         East    Units  Estimated Accuracy
 DU0456;SPC AZ C     -   230,660.      263,960.      MT  (+/- 180 meters Scaled)
 DU0456
 DU0456                          SUPERSEDED SURVEY CONTROL
 DU0456
 DU0456  NGVD 29 (??/??/92)  477.372  (m)         1566.18   (f) ADJ UNCH    1 2
 DU0456
 DU0456.Superseded values are not recommended for survey control.
 DU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0456.See file dsdata.txt to determine how the superseded data were derived.
 DU0456
 DU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB650601(NAD 83)
 DU0456_MARKER: DD = SURVEY DISK
 DU0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0456_SP_SET: CULVERT
 DU0456_STAMPING: 1566.75 671+00 1931
 DU0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0456
 DU0456  HISTORY     - Date     Condition        Report By
 DU0456  HISTORY     - 1931     MONUMENTED       AZHD
 DU0456  HISTORY     - 1949     GOOD             NGS
 DU0456  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 DU0456
 DU0456                          STATION DESCRIPTION
 DU0456
 DU0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DU0456'3.6 MI N FROM FLORENCE.
 DU0456'3.6 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0456'FLORENCE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 DU0456'THE TOP OF THE EAST CONCRETE HEADWALL, 16 FEET EAST OF THE CENTERLINE
 DU0456'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  AN ARIZONA STATE HIGHWAY
 DU0456'DEPARTMENT STANDARD DISK, STAMPED 1566.75 671+00 1931.
 DU0456
 DU0456                          STATION RECOVERY (2007)
 DU0456
 DU0456'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0456'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THERE IS A CULVERT
 DU0456'HEADWALL AT THE DESCRIBED LOCATION, BUT THE MARK THERE IS STAMPED
 DU0456'1563.97  1960. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0612 ***********************************************************************
 DU0612  DESIGNATION -  1567.65
 DU0612  PID         -  DU0612
 DU0612  STATE/COUNTY-  AZ/MARICOPA
 DU0612  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0612
 DU0612                         *CURRENT SURVEY CONTROL
 DU0612  ___________________________________________________________________
 DU0612* NAD 83(1986)-  33 24 55.     (N)    111 36 55.     (W)     SCALED    
 DU0612* NAVD 88     -       478.62   (+/-2cm)    1570.3    (feet)  VERTCON   
 DU0612  ___________________________________________________________________
 DU0612  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0612  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0612
 DU0612.The horizontal coordinates were scaled from a topographic map and have
 DU0612.an estimated accuracy of +/- 6 seconds.
 DU0612
 DU0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0612.The vertical order pertains to the NGVD 29 superseded value.
 DU0612
 DU0612.The geoid height was determined by GEOID03.
 DU0612
 DU0612;                    North         East    Units  Estimated Accuracy
 DU0612;SPC AZ C     -   267,850.      241,390.      MT  (+/- 180 meters Scaled)
 DU0612
 DU0612                          SUPERSEDED SURVEY CONTROL
 DU0612
 DU0612  NGVD 29 (??/??/92)  478.052  (m)         1568.41   (f) ADJ UNCH    1 2
 DU0612
 DU0612.Superseded values are not recommended for survey control.
 DU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0612.See file dsdata.txt to determine how the superseded data were derived.
 DU0612
 DU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0612_MARKER: DD = SURVEY DISK
 DU0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0612_STAMPING: 1567.65 633.77
 DU0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0612+STABILITY: SURFACE MOTION
 DU0612
 DU0612  HISTORY     - Date     Condition        Report By
 DU0612  HISTORY     - UNK      MONUMENTED       AZHD
 DU0612  HISTORY     - 1948     GOOD             NGS
 DU0612  HISTORY     - 1960     GOOD             NGS
 DU0612  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0612  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0612
 DU0612                          STATION DESCRIPTION
 DU0612
 DU0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0612'3.8 MI W FROM APACHE JUNCTION.
 DU0612'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0612'AT A ROAD CROSSING, 55.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0612'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0612'CONCRETE POST PROJECTING 4 INCHES.
 DU0612
 DU0612                          STATION RECOVERY (1960)
 DU0612
 DU0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0612'RECOVERED IN GOOD CONDITION.
 DU0612
 DU0612                          STATION RECOVERY (1981)
 DU0612
 DU0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0612'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0612
 DU0612                          STATION RECOVERY (2008)
 DU0612
 DU0612'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0612'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0612'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0612'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0613 ***********************************************************************
 DU0613  DESIGNATION -  1567.92
 DU0613  PID         -  DU0613
 DU0613  STATE/COUNTY-  AZ/MARICOPA
 DU0613  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0613
 DU0613                         *CURRENT SURVEY CONTROL
 DU0613  ___________________________________________________________________
 DU0613* NAD 83(1986)-  33 24 55.     (N)    111 36 59.     (W)     SCALED    
 DU0613* NAVD 88     -       478.70   (+/-2cm)    1570.5    (feet)  VERTCON   
 DU0613  ___________________________________________________________________
 DU0613  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0613  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0613
 DU0613.The horizontal coordinates were scaled from a topographic map and have
 DU0613.an estimated accuracy of +/- 6 seconds.
 DU0613
 DU0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0613.The vertical order pertains to the NGVD 29 superseded value.
 DU0613
 DU0613.The geoid height was determined by GEOID03.
 DU0613
 DU0613;                    North         East    Units  Estimated Accuracy
 DU0613;SPC AZ C     -   267,850.      241,290.      MT  (+/- 180 meters Scaled)
 DU0613
 DU0613                          SUPERSEDED SURVEY CONTROL
 DU0613
 DU0613  NGVD 29 (??/??/92)  478.133  (m)         1568.67   (f) ADJ UNCH    1 2
 DU0613
 DU0613.Superseded values are not recommended for survey control.
 DU0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0613.See file dsdata.txt to determine how the superseded data were derived.
 DU0613
 DU0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB426974(NAD 83)
 DU0613_MARKER: DD = SURVEY DISK
 DU0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0613_STAMPING: 1567.92 633.77
 DU0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0613+STABILITY: SURFACE MOTION
 DU0613
 DU0613  HISTORY     - Date     Condition        Report By
 DU0613  HISTORY     - UNK      MONUMENTED       AZHD
 DU0613  HISTORY     - 1948     GOOD             NGS
 DU0613  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0613  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0613
 DU0613                          STATION DESCRIPTION
 DU0613
 DU0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0613'3.8 MI W FROM APACHE JUNCTION.
 DU0613'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0613'AT A ROAD CROSSING, 63.5 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0613'54.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0613'CONCRETE POST PROJECTING 3 INCHES.
 DU0613
 DU0613                          STATION RECOVERY (1981)
 DU0613
 DU0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0613'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0613
 DU0613                          STATION RECOVERY (2008)
 DU0613
 DU0613'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0613'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0613'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0611 ***********************************************************************
 DU0611  DESIGNATION -  1568.53
 DU0611  PID         -  DU0611
 DU0611  STATE/COUNTY-  AZ/MARICOPA
 DU0611  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0611
 DU0611                         *CURRENT SURVEY CONTROL
 DU0611  ___________________________________________________________________
 DU0611* NAD 83(1986)-  33 24 55.     (N)    111 36 54.     (W)     SCALED    
 DU0611* NAVD 88     -       478.88   (+/-2cm)    1571.1    (feet)  VERTCON   
 DU0611  ___________________________________________________________________
 DU0611  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0611  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0611
 DU0611.The horizontal coordinates were scaled from a topographic map and have
 DU0611.an estimated accuracy of +/- 6 seconds.
 DU0611
 DU0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0611.The vertical order pertains to the NGVD 29 superseded value.
 DU0611
 DU0611.The geoid height was determined by GEOID03.
 DU0611
 DU0611;                    North         East    Units  Estimated Accuracy
 DU0611;SPC AZ C     -   267,850.      241,420.      MT  (+/- 180 meters Scaled)
 DU0611
 DU0611                          SUPERSEDED SURVEY CONTROL
 DU0611
 DU0611  NGVD 29 (??/??/92)  478.312  (m)         1569.26   (f) ADJ UNCH    1 2
 DU0611
 DU0611.Superseded values are not recommended for survey control.
 DU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0611.See file dsdata.txt to determine how the superseded data were derived.
 DU0611
 DU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB428974(NAD 83)
 DU0611_MARKER: DD = SURVEY DISK
 DU0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0611_STAMPING: 1568.53 633.77
 DU0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0611+STABILITY: SURFACE MOTION
 DU0611
 DU0611  HISTORY     - Date     Condition        Report By
 DU0611  HISTORY     - UNK      MONUMENTED       AZHD
 DU0611  HISTORY     - 1948     GOOD             NGS
 DU0611  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0611  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0611
 DU0611                          STATION DESCRIPTION
 DU0611
 DU0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0611'3.8 MI W FROM APACHE JUNCTION.
 DU0611'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO.80 FROM APACHE JUNCTION,
 DU0611'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42.6 FEET EAST OF
 DU0611'THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF A CONCRETE POST
 DU0611'PROJECTING 3 INCHES.
 DU0611
 DU0611                          STATION RECOVERY (1981)
 DU0611
 DU0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0611'MARK SEARCHED FOR BUT NOT RECOVERED, BELIEVED DESTROYED BY NEW WATER
 DU0611'MAIN DITCH CONSTRUCTION.
 DU0611
 DU0611                          STATION RECOVERY (2008)
 DU0611
 DU0611'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0611'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0611'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0611'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0610 ***********************************************************************
 DU0610  DESIGNATION -  1568.73
 DU0610  PID         -  DU0610
 DU0610  STATE/COUNTY-  AZ/MARICOPA
 DU0610  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0610
 DU0610                         *CURRENT SURVEY CONTROL
 DU0610  ___________________________________________________________________
 DU0610* NAD 83(1986)-  33 24 55.     (N)    111 36 55.     (W)     SCALED    
 DU0610* NAVD 88     -       478.95   (+/-2cm)    1571.4    (feet)  VERTCON   
 DU0610  ___________________________________________________________________
 DU0610  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0610
 DU0610.The horizontal coordinates were scaled from a topographic map and have
 DU0610.an estimated accuracy of +/- 6 seconds.
 DU0610
 DU0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0610.The vertical order pertains to the NGVD 29 superseded value.
 DU0610
 DU0610.The geoid height was determined by GEOID03.
 DU0610
 DU0610;                    North         East    Units  Estimated Accuracy
 DU0610;SPC AZ C     -   267,850.      241,390.      MT  (+/- 180 meters Scaled)
 DU0610
 DU0610                          SUPERSEDED SURVEY CONTROL
 DU0610
 DU0610  NGVD 29 (??/??/92)  478.384  (m)         1569.50   (f) ADJ UNCH    1 2
 DU0610
 DU0610.Superseded values are not recommended for survey control.
 DU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0610.See file dsdata.txt to determine how the superseded data were derived.
 DU0610
 DU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0610_MARKER: DD = SURVEY DISK
 DU0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0610_STAMPING: 1568.73 633.77
 DU0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0610+STABILITY: SURFACE MOTION
 DU0610
 DU0610  HISTORY     - Date     Condition        Report By
 DU0610  HISTORY     - UNK      MONUMENTED       AZHD
 DU0610  HISTORY     - 1948     GOOD             NGS
 DU0610  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0610  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0610
 DU0610                          STATION DESCRIPTION
 DU0610
 DU0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0610'3.8 MI W FROM APACHE JUNCTION.
 DU0610'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0610'AT A ROAD CROSSING, 54.0 FEET NORTH OF THE CNTER LINE OF THE HIGHWAY,
 DU0610'33.3 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF A
 DU0610'CONCRETE POST PROJECTING 3 INCHES.
 DU0610
 DU0610                          STATION RECOVERY (1981)
 DU0610
 DU0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0610'MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
 DU0610
 DU0610                          STATION RECOVERY (2008)
 DU0610
 DU0610'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0610'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0610'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0683 ***********************************************************************
 CY0683  DESIGNATION -  1569 D
 CY0683  PID         -  CY0683
 CY0683  STATE/COUNTY-  AZ/COCHISE
 CY0683  USGS QUAD   -  MONK DRAW (1979)
 CY0683
 CY0683                         *CURRENT SURVEY CONTROL
 CY0683  ___________________________________________________________________
 CY0683* NAD 83(1986)-  32 24 16.     (N)    109 39 44.     (W)     SCALED    
 CY0683* NAVD 88     -      1323.637  (meters)    4342.63   (feet)  ADJUSTED  
 CY0683  ___________________________________________________________________
 CY0683  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0683  DYNAMIC HT  -        1321.666 (meters)    4336.17  (feet)  COMP
 CY0683  MODELED GRAV-     979,104.0   (mgal)                       NAVD 88
 CY0683
 CY0683  VERT ORDER  -  FIRST     CLASS II
 CY0683
 CY0683.The horizontal coordinates were scaled from a topographic map and have
 CY0683.an estimated accuracy of +/- 6 seconds.
 CY0683
 CY0683.The orthometric height was determined by differential leveling
 CY0683.and adjusted in June 1991.
 CY0683
 CY0683.The geoid height was determined by GEOID03.
 CY0683
 CY0683.The dynamic height is computed by dividing the NAVD 88
 CY0683.geopotential number by the normal gravity value computed on the
 CY0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0683.degrees latitude (g = 980.6199 gals.).
 CY0683
 CY0683.The modeled gravity was interpolated from observed gravity values.
 CY0683
 CY0683;                    North         East    Units  Estimated Accuracy
 CY0683;SPC AZ E     -   155,820.      260,810.      MT  (+/- 180 meters Scaled)
 CY0683
 CY0683                          SUPERSEDED SURVEY CONTROL
 CY0683
 CY0683.No superseded survey control is available for this station.
 CY0683
 CY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA258860(NAD 83)
 CY0683_MARKER: DB = BENCH MARK DISK
 CY0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0683_SP_SET: CONCRETE POST
 CY0683_STAMPING: P  M 1569-D 1977
 CY0683_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0683+STABILITY: SURFACE MOTION
 CY0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0683+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0683
 CY0683  HISTORY     - Date     Condition        Report By
 CY0683  HISTORY     - 1977     MONUMENTED       AZDT
 CY0683  HISTORY     - 1979     GOOD             NGS
 CY0683  HISTORY     - 20081010 GOOD             GEOCAC
 CY0683
 CY0683                          STATION DESCRIPTION
 CY0683
 CY0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0683'30.0 MI SOUTH FROM SAFFORD.
 CY0683'30.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0683'HIGHWAY 70 IN SAFFORD, 98 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CY0683'82 FEET WEST OF MILE POST 91 ON THE WEST SIDE OF THE HIGHWAY AND 2
 CY0683'FEET EAST OF THE RIGHT-OF-WAY FENCE.
 CY0683'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0683'THE MARK IS 8 FT ABOVE HIGHWAY CENTERLINE.
 CY0683
 CY0683                          STATION RECOVERY (2008)
 CY0683
 CY0683'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0683'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0683'24.319' W109  39.740'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0691 ***********************************************************************
 CY0691  DESIGNATION -  1569 M
 CY0691  PID         -  CY0691
 CY0691  STATE/COUNTY-  AZ/GRAHAM
 CY0691  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0691
 CY0691                         *CURRENT SURVEY CONTROL
 CY0691  ___________________________________________________________________
 CY0691* NAD 83(1986)-  32 31 10.     (N)    109 40 25.     (W)     SCALED    
 CY0691* NAVD 88     -      1329.107  (meters)    4360.58   (feet)  ADJUSTED  
 CY0691  ___________________________________________________________________
 CY0691  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CY0691  DYNAMIC HT  -        1327.149 (meters)    4354.15  (feet)  COMP
 CY0691  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 CY0691
 CY0691  VERT ORDER  -  FIRST     CLASS II
 CY0691
 CY0691.The horizontal coordinates were scaled from a topographic map and have
 CY0691.an estimated accuracy of +/- 6 seconds.
 CY0691
 CY0691.The orthometric height was determined by differential leveling
 CY0691.and adjusted in June 1991.
 CY0691
 CY0691.The geoid height was determined by GEOID03.
 CY0691
 CY0691.The dynamic height is computed by dividing the NAVD 88
 CY0691.geopotential number by the normal gravity value computed on the
 CY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0691.degrees latitude (g = 980.6199 gals.).
 CY0691
 CY0691.The modeled gravity was interpolated from observed gravity values.
 CY0691
 CY0691;                    North         East    Units  Estimated Accuracy
 CY0691;SPC AZ E     -   168,570.      259,680.      MT  (+/- 180 meters Scaled)
 CY0691
 CY0691                          SUPERSEDED SURVEY CONTROL
 CY0691
 CY0691.No superseded survey control is available for this station.
 CY0691
 CY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA245987(NAD 83)
 CY0691_MARKER: DR = REFERENCE MARK DISK
 CY0691_SETTING: 66 = SET IN ROCK OUTCROP
 CY0691_SP_SET: ROCK OUTCROP
 CY0691_STAMPING: P M R. M. 1569-M 1977
 CY0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0691+STABILITY: POSITION/ELEVATION WELL
 CY0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0691+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0691
 CY0691  HISTORY     - Date     Condition        Report By
 CY0691  HISTORY     - 1977     MONUMENTED       AZDT
 CY0691  HISTORY     - 1979     GOOD             NGS
 CY0691  HISTORY     - 20060506 GOOD             NGS
 CY0691  HISTORY     - 20081010 GOOD             GEOCAC
 CY0691
 CY0691                          STATION DESCRIPTION
 CY0691
 CY0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0691'22.0 MI SOUTH FROM SAFFORD.
 CY0691'22.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0691'HIGHWAY 70 IN SAFFORD, SET IN TOP OF A MASSIVE GRANITE OUTCROP, 99
 CY0691'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 85 FEET EAST OF MILE POST
 CY0691'99 ON THE EAST SIDE OF THE HIGHWAY, 10 FEET SOUTH OF THE HIGHEST
 CY0691'POINT OF THE OUTCROP AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CY0691'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 CY0691'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 CY0691
 CY0691                          STATION RECOVERY (2006)
 CY0691
 CY0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0691'US 666 IS NOW US 191.  STATION IS NOW IN MEDIAN OF 4 LANE HWY.
 CY0691
 CY0691                          STATION RECOVERY (2008)
 CY0691
 CY0691'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0708 ***********************************************************************
 CY0708  DESIGNATION -  1569 U
 CY0708  PID         -  CY0708
 CY0708  STATE/COUNTY-  AZ/GRAHAM
 CY0708  USGS QUAD   -  ARTESIA (1966)
 CY0708
 CY0708                         *CURRENT SURVEY CONTROL
 CY0708  ___________________________________________________________________
 CY0708* NAD 83(1986)-  32 43 15.     (N)    109 42 35.     (W)     SCALED    
 CY0708* NAVD 88     -       984.894  (meters)    3231.27   (feet)  ADJUSTED  
 CY0708  ___________________________________________________________________
 CY0708  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CY0708  DYNAMIC HT  -         983.497 (meters)    3226.69  (feet)  COMP
 CY0708  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 CY0708
 CY0708  VERT ORDER  -  FIRST     CLASS II
 CY0708
 CY0708.The horizontal coordinates were scaled from a topographic map and have
 CY0708.an estimated accuracy of +/- 6 seconds.
 CY0708
 CY0708.The orthometric height was determined by differential leveling
 CY0708.and adjusted in June 1991.
 CY0708
 CY0708.The geoid height was determined by GEOID03.
 CY0708
 CY0708.The dynamic height is computed by dividing the NAVD 88
 CY0708.geopotential number by the normal gravity value computed on the
 CY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0708.degrees latitude (g = 980.6199 gals.).
 CY0708
 CY0708.The modeled gravity was interpolated from observed gravity values.
 CY0708
 CY0708;                    North         East    Units  Estimated Accuracy
 CY0708;SPC AZ E     -   190,890.      256,190.      MT  (+/- 180 meters Scaled)
 CY0708
 CY0708                          SUPERSEDED SURVEY CONTROL
 CY0708
 CY0708.No superseded survey control is available for this station.
 CY0708
 CY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB209210(NAD 83)
 CY0708_MARKER: DD = SURVEY DISK
 CY0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0708_SP_SET: CONCRETE POST
 CY0708_STAMPING: P  M BM 1569-U 1977
 CY0708_PROJECTION: FLUSH
 CY0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0708+STABILITY: SURFACE MOTION
 CY0708
 CY0708  HISTORY     - Date     Condition        Report By
 CY0708  HISTORY     - 1977     MONUMENTED       AZDT
 CY0708  HISTORY     - 1979     GOOD             NGS
 CY0708
 CY0708                          STATION DESCRIPTION
 CY0708
 CY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0708'8.0 MI SOUTH FROM SAFFORD.
 CY0708'8.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0708'HIGHWAY 70 IN SAFFORD, AT A POWER LINE CROSSING AND MILE POST 113,
 CY0708'48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 163 FEET SOUTH OF
 CY0708'MILE POST 113, 15.4 FEET NORTH OF A POWER LINE POLE AND 2 FEET WEST
 CY0708'OF A FENCE.  THIS MARK IS BELIEVED TO BE SET IN A SANDSTONE
 CY0708'FORMATION WHICH IS EXPOSED IN A GRADED AREA SOUTH OF THE MARK.
 CY0708'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0708'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0721 ***********************************************************************
 CY0721  DESIGNATION -  1569 Z
 CY0721  PID         -  CY0721
 CY0721  STATE/COUNTY-  AZ/GRAHAM
 CY0721  USGS QUAD   -  SAFFORD (1985)
 CY0721
 CY0721                         *CURRENT SURVEY CONTROL
 CY0721  ___________________________________________________________________
 CY0721* NAD 83(1986)-  32 48 08.     (N)    109 42 28.     (W)     SCALED    
 CY0721* NAVD 88     -       920.304  (meters)    3019.36   (feet)  ADJUSTED  
 CY0721  ___________________________________________________________________
 CY0721  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0721  DYNAMIC HT  -         919.008 (meters)    3015.11  (feet)  COMP
 CY0721  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 CY0721
 CY0721  VERT ORDER  -  FIRST     CLASS II
 CY0721
 CY0721.The horizontal coordinates were scaled from a topographic map and have
 CY0721.an estimated accuracy of +/- 6 seconds.
 CY0721
 CY0721.The orthometric height was determined by differential leveling
 CY0721.and adjusted in June 1991.
 CY0721
 CY0721.The geoid height was determined by GEOID03.
 CY0721
 CY0721.The dynamic height is computed by dividing the NAVD 88
 CY0721.geopotential number by the normal gravity value computed on the
 CY0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0721.degrees latitude (g = 980.6199 gals.).
 CY0721
 CY0721.The modeled gravity was interpolated from observed gravity values.
 CY0721
 CY0721;                    North         East    Units  Estimated Accuracy
 CY0721;SPC AZ E     -   199,910.      256,340.      MT  (+/- 180 meters Scaled)
 CY0721
 CY0721                          SUPERSEDED SURVEY CONTROL
 CY0721
 CY0721.No superseded survey control is available for this station.
 CY0721
 CY0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB209301(NAD 83)
 CY0721_MARKER: DD = SURVEY DISK
 CY0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0721_SP_SET: CONCRETE POST
 CY0721_STAMPING: P M BM 1569-Z 1977
 CY0721_PROJECTION: FLUSH
 CY0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0721+STABILITY: SURFACE MOTION
 CY0721
 CY0721  HISTORY     - Date     Condition        Report By
 CY0721  HISTORY     - 1977     MONUMENTED       AZDT
 CY0721  HISTORY     - 1979     GOOD             NGS
 CY0721  HISTORY     - 20061119 MARK NOT FOUND   INDIV
 CY0721  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0721
 CY0721                          STATION DESCRIPTION
 CY0721
 CY0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0721'2.2 MI SOUTH FROM SAFFORD.
 CY0721'2.2 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0721'HIGHWAY 70 IN SAFFORD, AT THE SOUTHWEST CORNER OF THE JUNCTION OF
 CY0721'HIGHWAY 666 AND UPPER SOLOMON ROAD, AT A CHAIN LINK FENCE AROUND THE
 CY0721'STATE HIGHWAY MAINTENANCE YARD, 0.15 MILE SOUTH OF MILE POST 119, 48
 CY0721'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 64 FEET NORTH OF POWER
 CY0721'POLE NO. 1, 42.5 FEET SOUTH OF A ROAD, 20 FEET SOUTHEAST OF A POWER
 CY0721'POLE WITH THREE TRANSFORMERS, 15.5 FEET SOUTH OF THE NORTH CORNER OF
 CY0721'A FENCE, 8 FEET SOUTHWEST OF POWER POLE NO. 2 AND 2 FEET EAST OF A
 CY0721'FENCE.
 CY0721'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0721'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0721
 CY0721                          STATION RECOVERY (2006)
 CY0721
 CY0721'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJN)
 CY0721'SEARCHED EXTENSIVELY, MONUMENT NOT FOUND. STREET INTERSECTION HAS BEEN
 CY0721'ALTERED AND RECONSTRUCTED WITH A STOPLIGHT. FEW OF THE ORIGINAL TIES
 CY0721'ARE STILL AVAILABLE. ALSO NOTE THAT HWY 666 IS NOW HWY 191.
 CY0721
 CY0721                          STATION RECOVERY (2008)
 CY0721
 CY0721'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0721'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CY0721'MARK. THE STATE HIGHWAY MAINTENANCE YARD AND IT'S CHAIN LINK FENCE
 CY0721'HAVE BEEN REMOVED. MEASUREMENTS PLACE THIS MARK UNDER THE FOOTING OF
 CY0721'THE TRAFFIC SIGNAL POLE AT THE SOUTHWEST CORNER OF THE INTERSECTION.
 CY0721'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1245 ***********************************************************************
 DU1245  DESIGNATION -  157 DOR
 DU1245  PID         -  DU1245
 DU1245  STATE/COUNTY-  AZ/GILA
 DU1245  USGS QUAD   -  CONE BUTTE (1978)
 DU1245
 DU1245                         *CURRENT SURVEY CONTROL
 DU1245  ___________________________________________________________________
 DU1245* NAD 83(1986)-  33 49 02.     (N)    110 08 09.     (W)     SCALED    
 DU1245* NAVD 88     -      1590.129  (meters)    5216.95   (feet)  ADJUSTED  
 DU1245  ___________________________________________________________________
 DU1245  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DU1245  DYNAMIC HT  -        1587.830 (meters)    5209.41  (feet)  COMP
 DU1245  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 DU1245
 DU1245  VERT ORDER  -  FIRST     CLASS II
 DU1245
 DU1245.The horizontal coordinates were scaled from a topographic map and have
 DU1245.an estimated accuracy of +/- 6 seconds.
 DU1245
 DU1245.The orthometric height was determined by differential leveling
 DU1245.and adjusted in June 1991.
 DU1245
 DU1245.The geoid height was determined by GEOID03.
 DU1245
 DU1245.The dynamic height is computed by dividing the NAVD 88
 DU1245.geopotential number by the normal gravity value computed on the
 DU1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1245.degrees latitude (g = 980.6199 gals.).
 DU1245
 DU1245.The modeled gravity was interpolated from observed gravity values.
 DU1245
 DU1245;                    North         East    Units  Estimated Accuracy
 DU1245;SPC AZ E     -   312,380.      216,210.      MT  (+/- 180 meters Scaled)
 DU1245
 DU1245                          SUPERSEDED SURVEY CONTROL
 DU1245
 DU1245.No superseded survey control is available for this station.
 DU1245
 DU1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC799422(NAD 83)
 DU1245_MARKER: DB = BENCH MARK DISK
 DU1245_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1245_SP_SET: COPPER-CLAD STEEL ROD
 DU1245_STAMPING: 5214 157 DOR 1965
 DU1245_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1245
 DU1245  HISTORY     - Date     Condition        Report By
 DU1245  HISTORY     - 1965     MONUMENTED       USGS
 DU1245  HISTORY     - 1979     GOOD             NGS
 DU1245
 DU1245                          STATION DESCRIPTION
 DU1245
 DU1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1245'12.0 MI NW FROM WHITERIVER.
 DU1245'12.0 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1245'HEADQUARTERS IN WHITERIVER, 0.4 MILE NORTHWEST OF HIGHWAY MILE MARKER
 DU1245'327, 102.6 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.8 FEET
 DU1245'SOUTHEAST OF TELEPHONE POLE 3 250 AND 0.7 FOOT NORTHEAST OF A
 DU1245'BARBED WIRE FENCE.  NOTE=USGS KEPT NO RECORD OF ROD DEPTHS IN 1965,
 DU1245'RODS WERE DRIVEN TO REFUSAL.
 DU1245'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DU1245'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0486 ***********************************************************************
 GQ0486  DESIGNATION -  157 DOR
 GQ0486  PID         -  GQ0486
 GQ0486  STATE/COUNTY-  AZ/MOHAVE
 GQ0486  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0486
 GQ0486                         *CURRENT SURVEY CONTROL
 GQ0486  ___________________________________________________________________
 GQ0486* NAD 83(1986)-  36 25 35.     (N)    113 34 01.     (W)     SCALED    
 GQ0486* NAVD 88     -      1804.701  (meters)    5920.92   (feet)  POSTED    
 GQ0486  ___________________________________________________________________
 GQ0486  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 GQ0486  DYNAMIC HT  -        1802.530 (meters)    5913.80  (feet)  COMP
 GQ0486  MODELED GRAV-     979,362.7   (mgal)                       NAVD 88
 GQ0486
 GQ0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0486
 GQ0486.The horizontal coordinates were scaled from a topographic map and have
 GQ0486.an estimated accuracy of +/- 6 seconds.
 GQ0486
 GQ0486.The orthometric height was determined by differential leveling
 GQ0486.and adjusted by the  in 1992.
 GQ0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0486.rate of 0.0 thru 1.0 mm/km.
 GQ0486
 GQ0486.The geoid height was determined by GEOID03.
 GQ0486
 GQ0486.The dynamic height is computed by dividing the NAVD 88
 GQ0486.geopotential number by the normal gravity value computed on the
 GQ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0486.degrees latitude (g = 980.6199 gals.).
 GQ0486
 GQ0486.The modeled gravity was interpolated from observed gravity values.
 GQ0486
 GQ0486;                    North         East    Units  Estimated Accuracy
 GQ0486;SPC AZ W     -   601,860.      229,780.      MT  (+/- 180 meters Scaled)
 GQ0486
 GQ0486                          SUPERSEDED SURVEY CONTROL
 GQ0486
 GQ0486.No superseded survey control is available for this station.
 GQ0486
 GQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF698343(NAD 83)
 GQ0486_MARKER: DB = BENCH MARK DISK
 GQ0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0486_SP_SET: COPPER-CLAD STEEL ROD
 GQ0486_STAMPING: 157 DOR 1970 5918
 GQ0486_MARK LOGO: USGS  
 GQ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0486
 GQ0486  HISTORY     - Date     Condition        Report By
 GQ0486  HISTORY     - 1970     MONUMENTED       USGS
 GQ0486
 GQ0486                          STATION DESCRIPTION
 GQ0486
 GQ0486'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0486'98.2 KM (61.00 MI) SOUTH FROM ST GEORGE UT.
 GQ0486'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0486'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0486'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0486'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 15.1 MILES SOUTHWEST, 180
 GQ0486'FEET SOUTHWEST OF A DRY WASH CROSSING, 40 FEET NORTHWEST OF THE ROAD.
 GQ0486'ROD DEPTH UNKNOWN.
 GQ0486'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0609 ***********************************************************************
 DU0609  DESIGNATION -  1571.05
 DU0609  PID         -  DU0609
 DU0609  STATE/COUNTY-  AZ/MARICOPA
 DU0609  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0609
 DU0609                         *CURRENT SURVEY CONTROL
 DU0609  ___________________________________________________________________
 DU0609* NAD 83(1986)-  33 24 55.     (N)    111 36 55.     (W)     SCALED    
 DU0609* NAVD 88     -       479.66   (+/-2cm)    1573.7    (feet)  VERTCON   
 DU0609  ___________________________________________________________________
 DU0609  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0609  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0609
 DU0609.The horizontal coordinates were scaled from a topographic map and have
 DU0609.an estimated accuracy of +/- 6 seconds.
 DU0609
 DU0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0609.The vertical order pertains to the NGVD 29 superseded value.
 DU0609
 DU0609.The geoid height was determined by GEOID03.
 DU0609
 DU0609;                    North         East    Units  Estimated Accuracy
 DU0609;SPC AZ C     -   267,850.      241,390.      MT  (+/- 180 meters Scaled)
 DU0609
 DU0609                          SUPERSEDED SURVEY CONTROL
 DU0609
 DU0609  NGVD 29 (??/??/92)  479.089  (m)         1571.81   (f) ADJ UNCH    1 2
 DU0609
 DU0609.Superseded values are not recommended for survey control.
 DU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0609.See file dsdata.txt to determine how the superseded data were derived.
 DU0609
 DU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0609_MARKER: DD = SURVEY DISK
 DU0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0609_SP_SET: ABUTMENT
 DU0609_STAMPING: 1571.05 635.93
 DU0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0609
 DU0609  HISTORY     - Date     Condition        Report By
 DU0609  HISTORY     - UNK      MONUMENTED       AZHD
 DU0609  HISTORY     - 1948     GOOD             NGS
 DU0609  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0609
 DU0609                          STATION DESCRIPTION
 DU0609
 DU0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0609'3.8 MI W FROM APACHE JUNCTION.
 DU0609'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0609'ABOUT 155 FEET WEST OF A ROAD CROSSING, 21.8 FEET NORTH OF THE CENTER
 DU0609'LINE OF THE HIGHWAY, SET IN TOP AND AT THE NORTHWEST CORNER OF THE
 DU0609'CONCRETE ABUTMENT OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE
 DU0609'HIGHWAY.
 DU0609
 DU0609                          STATION RECOVERY (1981)
 DU0609
 DU0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0609'MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0077 ***********************************************************************
 CH0077  DESIGNATION -  1572.16
 CH0077  PID         -  CH0077
 CH0077  STATE/COUNTY-  AZ/PIMA
 CH0077  USGS QUAD   -  LUKEVILLE (1988)
 CH0077
 CH0077                         *CURRENT SURVEY CONTROL
 CH0077  ___________________________________________________________________
 CH0077* NAD 83(1986)-  31 55 15.     (N)    112 48 15.     (W)     SCALED    
 CH0077* NAVD 88     -       479.35   (+/-2cm)    1572.7    (feet)  VERTCON   
 CH0077  ___________________________________________________________________
 CH0077  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CH0077  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0077
 CH0077.The horizontal coordinates were scaled from a topographic map and have
 CH0077.an estimated accuracy of +/- 6 seconds.
 CH0077
 CH0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0077.The vertical order pertains to the NGVD 29 superseded value.
 CH0077
 CH0077.The geoid height was determined by GEOID03.
 CH0077
 CH0077;                    North         East    Units  Estimated Accuracy
 CH0077;SPC AZ C     -   102,430.      129,430.      MT  (+/- 180 meters Scaled)
 CH0077
 CH0077                          SUPERSEDED SURVEY CONTROL
 CH0077
 CH0077  NGVD 29 (??/??/92)  478.604  (m)         1570.22   (f) ADJ UNCH    1 2
 CH0077
 CH0077.Superseded values are not recommended for survey control.
 CH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0077.See file dsdata.txt to determine how the superseded data were derived.
 CH0077
 CH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294330(NAD 83)
 CH0077_MARKER: DD = SURVEY DISK
 CH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0077_STAMPING: 157 49.33 BK 157 49.25 AHD 1572.16 1A
 CH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0077+STABILITY: SURFACE MOTION
 CH0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0077+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0077
 CH0077  HISTORY     - Date     Condition        Report By
 CH0077  HISTORY     - UNK      MONUMENTED       USDA
 CH0077  HISTORY     - 1953     GOOD             NGS
 CH0077  HISTORY     - 1981     GOOD             NGS
 CH0077  HISTORY     - 19941110 GOOD             USPSQD
 CH0077  HISTORY     - 19970306 GOOD             USPSQD
 CH0077  HISTORY     - 20061112 GOOD             USPSQD
 CH0077
 CH0077                          STATION DESCRIPTION
 CH0077
 CH0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0077'3.0 MI N FROM LUKEVILLE.
 CH0077'3.0 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0077'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 100 FEET WEST OF
 CH0077'THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH OF A WITNESS POST,
 CH0077'ABOUT 6 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CH0077'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CH0077
 CH0077                          STATION RECOVERY (1981)
 CH0077
 CH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0077'RECOVERED IN GOOD CONDITION.
 CH0077
 CH0077                          STATION RECOVERY (1994)
 CH0077
 CH0077'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0077'RECOVERED IN GOOD CONDITION.
 CH0077
 CH0077                          STATION RECOVERY (1997)
 CH0077
 CH0077'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0077'RECOVERED IN GOOD CONDITION.
 CH0077
 CH0077                          STATION RECOVERY (2006)
 CH0077
 CH0077'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0272 ***********************************************************************
 DV0272  DESIGNATION -  1574
 DV0272  PID         -  DV0272
 DV0272  STATE/COUNTY-  AZ/MARICOPA
 DV0272  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0272
 DV0272                         *CURRENT SURVEY CONTROL
 DV0272  ___________________________________________________________________
 DV0272* NAD 83(1986)-  33 44 59.     (N)    112 29 31.     (W)     SCALED    
 DV0272* NAVD 88     -       479.996  (meters)    1574.79   (feet)  POSTED    
 DV0272  ___________________________________________________________________
 DV0272  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0272  DYNAMIC HT  -         479.430 (meters)    1572.93  (feet)  COMP
 DV0272  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 DV0272
 DV0272  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0272
 DV0272.The horizontal coordinates were scaled from a topographic map and have
 DV0272.an estimated accuracy of +/- 6 seconds.
 DV0272
 DV0272.The orthometric height was determined by differential leveling
 DV0272.and adjusted in November 2005.
 DV0272.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0272.was located on a no-check spur therefore a value was not computed.
 DV0272.No vertical observational check was made to the station.
 DV0272
 DV0272.The geoid height was determined by GEOID03.
 DV0272
 DV0272.The dynamic height is computed by dividing the NAVD 88
 DV0272.geopotential number by the normal gravity value computed on the
 DV0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0272.degrees latitude (g = 980.6199 gals.).
 DV0272
 DV0272.The modeled gravity was interpolated from observed gravity values.
 DV0272
 DV0272;                    North         East    Units  Estimated Accuracy
 DV0272;SPC AZ C     -   305,040.      160,060.      MT  (+/- 180 meters Scaled)
 DV0272
 DV0272                          SUPERSEDED SURVEY CONTROL
 DV0272
 DV0272  NGVD 29 (??/??/92)  479.496  (m)         1573.15   (f) ADJ UNCH    2 0
 DV0272
 DV0272.Superseded values are not recommended for survey control.
 DV0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0272.See file dsdata.txt to determine how the superseded data were derived.
 DV0272
 DV0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC618354(NAD 83)
 DV0272_MARKER: P = PIPE CAP
 DV0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0272
 DV0272  HISTORY     - Date     Condition        Report By
 DV0272  HISTORY     - UNK      MONUMENTED       USGS
 DV0272  HISTORY     - 1933     GOOD             NGS
 DV0272  HISTORY     - 20020930 MARK NOT FOUND   MCDOT
 DV0272  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0272
 DV0272                          STATION DESCRIPTION
 DV0272
 DV0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0272'10.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0272'IRON POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 3.0 MILES
 DV0272'SOUTHEAST OF WITTMAN SIDING, 60 FEET SOUTHWEST OF RAILROAD
 DV0272'CENTER-LINE.
 DV0272
 DV0272                          STATION RECOVERY (2002)
 DV0272
 DV0272'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0272'MARK NOT FOUND.
 DV0272
 DV0272                          STATION RECOVERY (2007)
 DV0272
 DV0272'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0516 ***********************************************************************
 DU0516  DESIGNATION -  1574
 DU0516  PID         -  DU0516
 DU0516  STATE/COUNTY-  AZ/PINAL
 DU0516  USGS QUAD   -  FLORENCE SE (1965)
 DU0516
 DU0516                         *CURRENT SURVEY CONTROL
 DU0516  ___________________________________________________________________
 DU0516* NAD 83(1986)-  33 06 08.     (N)    111 15 08.     (W)     SCALED    
 DU0516* NAVD 88     -       480.25   (+/-2cm)    1575.6    (feet)  VERTCON   
 DU0516  ___________________________________________________________________
 DU0516  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0516
 DU0516.The horizontal coordinates were scaled from a topographic map and have
 DU0516.an estimated accuracy of +/- 6 seconds.
 DU0516
 DU0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0516.The vertical order pertains to the NGVD 29 superseded value.
 DU0516
 DU0516.The geoid height was determined by GEOID03.
 DU0516
 DU0516;                    North         East    Units  Estimated Accuracy
 DU0516;SPC AZ C     -   233,280.      275,380.      MT  (+/- 180 meters Scaled)
 DU0516
 DU0516                          SUPERSEDED SURVEY CONTROL
 DU0516
 DU0516  NGVD 29 (??/??/92)  479.684  (m)         1573.76   (f) ADJ UNCH    2 0
 DU0516
 DU0516.Superseded values are not recommended for survey control.
 DU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0516.See file dsdata.txt to determine how the superseded data were derived.
 DU0516
 DU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB764626(NAD 83)
 DU0516_MARKER: DD = SURVEY DISK
 DU0516_SETTING: 66 = SET IN ROCK OUTCROP
 DU0516_SP_SET: GRANITE LEDGE
 DU0516_STAMPING: 1574 PHNX
 DU0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0516+STABILITY: POSITION/ELEVATION WELL
 DU0516
 DU0516  HISTORY     - Date     Condition        Report By
 DU0516  HISTORY     - UNK      MONUMENTED       USGS
 DU0516  HISTORY     - 1941     GOOD             NGS
 DU0516
 DU0516                          STATION DESCRIPTION
 DU0516
 DU0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DU0516'0.7 MI W FROM PRICE.
 DU0516'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM PRICE, 3/4
 DU0516'MILE SOUTHEAST OF THE ASHURST-HAYDEN DIVERSION DAM, 35 FEET SOUTH OF
 DU0516'GILA RIVER, AND IN THE TOP OF A GRANITE LEDGE.  A UNITED STATES
 DU0516'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1574 PHNX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0608 ***********************************************************************
 DU0608  DESIGNATION -  1577.60
 DU0608  PID         -  DU0608
 DU0608  STATE/COUNTY-  AZ/MARICOPA
 DU0608  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0608
 DU0608                         *CURRENT SURVEY CONTROL
 DU0608  ___________________________________________________________________
 DU0608* NAD 83(1986)-  33 24 54.     (N)    111 36 43.     (W)     SCALED    
 DU0608* NAVD 88     -       481.65   (+/-2cm)    1580.2    (feet)  VERTCON   
 DU0608  ___________________________________________________________________
 DU0608  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0608  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0608
 DU0608.The horizontal coordinates were scaled from a topographic map and have
 DU0608.an estimated accuracy of +/- 6 seconds.
 DU0608
 DU0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0608.The vertical order pertains to the NGVD 29 superseded value.
 DU0608
 DU0608.The geoid height was determined by GEOID03.
 DU0608
 DU0608;                    North         East    Units  Estimated Accuracy
 DU0608;SPC AZ C     -   267,820.      241,700.      MT  (+/- 180 meters Scaled)
 DU0608
 DU0608                          SUPERSEDED SURVEY CONTROL
 DU0608
 DU0608  NGVD 29 (??/??/92)  481.082  (m)         1578.35   (f) ADJ UNCH    1 2
 DU0608
 DU0608.Superseded values are not recommended for survey control.
 DU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0608.See file dsdata.txt to determine how the superseded data were derived.
 DU0608
 DU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB431974(NAD 83)
 DU0608_MARKER: DD = SURVEY DISK
 DU0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0608_SP_SET: ABUTMENT
 DU0608_STAMPING: 1577.60 644.45
 DU0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0608+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 DU0608
 DU0608  HISTORY     - Date     Condition        Report By
 DU0608  HISTORY     - UNK      MONUMENTED       AZHD
 DU0608  HISTORY     - 1948     GOOD             NGS
 DU0608  HISTORY     - 1960     GOOD             NGS
 DU0608  HISTORY     - 1981     GOOD             NGS
 DU0608  HISTORY     - 20061105 GOOD             GEOCAC
 DU0608
 DU0608                          STATION DESCRIPTION
 DU0608
 DU0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0608'3.6 MI W FROM APACHE JUNCTION.
 DU0608'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0608'22.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0608'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0608'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0608
 DU0608                          STATION RECOVERY (1960)
 DU0608
 DU0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0608'RECOVERED IN GOOD CONDITION.
 DU0608
 DU0608                          STATION RECOVERY (1981)
 DU0608
 DU0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0608'6.0 KILOMETERS (3.7 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0608'THE JUNCTION OF STATE HIGHWAY 88 AT APAHCE JUNCTION, IN
 DU0608'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0608'FEET) BOX CULVERT WITH A WOODEN HEADWALL COVER, 0.3 KILOMETER (0.2 MIL
 DU0608'EAST OF CRIMSON ROAD, AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0608'CENTERLINE FOR THE EASTBOUND HIGHWAY TRAFFIC LANE.  NOTE WOODEN
 DU0608'HEADWALL HANGS OVER THE MARK, IT IS INACCESSIBLE FOR 1981 LEVELS.
 DU0608'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0608
 DU0608                          STATION RECOVERY (2006)
 DU0608
 DU0608'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0608'RECOVERED AS DESCRIBED. THE CULVERT HEADWALL HAS BEEN UPGRADED TO
 DU0608'CONCRETE, LUCKILY THE MARK WAS SPARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1600 ***********************************************************************
 CZ1600  DESIGNATION -  1578.40
 CZ1600  PID         -  CZ1600
 CZ1600  STATE/COUNTY-  AZ/PINAL
 CZ1600  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1600
 CZ1600                         *CURRENT SURVEY CONTROL
 CZ1600  ___________________________________________________________________
 CZ1600* NAD 83(1986)-  32 43 59.     (N)    111 32 44.     (W)     SCALED    
 CZ1600* NAVD 88     -       480.42   (+/-2cm)    1576.2    (feet)  VERTCON   
 CZ1600  ___________________________________________________________________
 CZ1600  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1600  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1600
 CZ1600.The horizontal coordinates were scaled from a topographic map and have
 CZ1600.an estimated accuracy of +/- 6 seconds.
 CZ1600
 CZ1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1600.The vertical order pertains to the NGVD 29 superseded value.
 CZ1600
 CZ1600.The geoid height was determined by GEOID03.
 CZ1600
 CZ1600;                    North         East    Units  Estimated Accuracy
 CZ1600;SPC AZ C     -   192,210.      248,140.      MT  (+/- 180 meters Scaled)
 CZ1600
 CZ1600                          SUPERSEDED SURVEY CONTROL
 CZ1600
 CZ1600  NGVD 29 (??/??/92)  479.870  (m)         1574.37   (f) ADJ UNCH    1 2
 CZ1600
 CZ1600.Superseded values are not recommended for survey control.
 CZ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1600.See file dsdata.txt to determine how the superseded data were derived.
 CZ1600
 CZ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB488218(NAD 83)
 CZ1600_MARKER: DD = SURVEY DISK
 CZ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1600_STAMPING: 1578.40
 CZ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1600+STABILITY: SURFACE MOTION
 CZ1600
 CZ1600  HISTORY     - Date     Condition        Report By
 CZ1600  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1600  HISTORY     - 1975     GOOD             AZDT
 CZ1600
 CZ1600                          STATION DESCRIPTION
 CZ1600
 CZ1600'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1600'1.15 MI SE FROM ELOY.
 CZ1600'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1600'THE STATION ON THE RIGHT.  0.3 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1600'3 FT. EAST OF AN ANGLE IRON, STENCILED, POC 3904+93.63 MARKED BY A P
 CZ1600'AND M SURVEY SIGN.  1 FT. WEST OF THE JUNCTION OF BARB WIRE AND WOVEN
 CZ1600'WIRE.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0078 ***********************************************************************
 CH0078  DESIGNATION -  1578.66
 CH0078  PID         -  CH0078
 CH0078  STATE/COUNTY-  AZ/PIMA
 CH0078  USGS QUAD   -  LUKEVILLE (1988)
 CH0078
 CH0078                         *CURRENT SURVEY CONTROL
 CH0078  ___________________________________________________________________
 CH0078* NAD 83(1986)-  31 55 15.     (N)    112 48 15.     (W)     SCALED    
 CH0078* NAVD 88     -       481.33   (+/-2cm)    1579.2    (feet)  VERTCON   
 CH0078  ___________________________________________________________________
 CH0078  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CH0078  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0078
 CH0078.The horizontal coordinates were scaled from a topographic map and have
 CH0078.an estimated accuracy of +/- 6 seconds.
 CH0078
 CH0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0078.The vertical order pertains to the NGVD 29 superseded value.
 CH0078
 CH0078.The geoid height was determined by GEOID03.
 CH0078
 CH0078;                    North         East    Units  Estimated Accuracy
 CH0078;SPC AZ C     -   102,430.      129,430.      MT  (+/- 180 meters Scaled)
 CH0078
 CH0078                          SUPERSEDED SURVEY CONTROL
 CH0078
 CH0078  NGVD 29 (??/??/92)  480.582  (m)         1576.71   (f) ADJ UNCH    1 2
 CH0078
 CH0078.Superseded values are not recommended for survey control.
 CH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0078.See file dsdata.txt to determine how the superseded data were derived.
 CH0078
 CH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294330(NAD 83)
 CH0078_MARKER: DD = SURVEY DISK
 CH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0078_STAMPING: 157 49.33 BK 157 49.25 AHD 1578.66 1A
 CH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0078+STABILITY: SURFACE MOTION
 CH0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0078+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0078
 CH0078  HISTORY     - Date     Condition        Report By
 CH0078  HISTORY     - UNK      MONUMENTED       USDA
 CH0078  HISTORY     - 1953     GOOD             NGS
 CH0078  HISTORY     - 1981     GOOD             NGS
 CH0078  HISTORY     - 19941110 GOOD             USPSQD
 CH0078  HISTORY     - 20061112 GOOD             USPSQD
 CH0078
 CH0078                          STATION DESCRIPTION
 CH0078
 CH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0078'3.0 MI N FROM LUKEVILLE.
 CH0078'3.0 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0078'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 169.5 FEET SOUTH
 CH0078'OF B.M. A 111, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.7
 CH0078'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 CH0078'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CH0078'GROUND.
 CH0078
 CH0078                          STATION RECOVERY (1981)
 CH0078
 CH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0078'RECOVERED IN GOOD CONDITION.
 CH0078
 CH0078                          STATION RECOVERY (1994)
 CH0078
 CH0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0078'RECOVERED IN GOOD CONDITION.
 CH0078
 CH0078                          STATION RECOVERY (2006)
 CH0078
 CH0078'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1247 ***********************************************************************
 DU1247  DESIGNATION -  158 DOR
 DU1247  PID         -  DU1247
 DU1247  STATE/COUNTY-  AZ/GILA
 DU1247  USGS QUAD   -  CONE BUTTE (1978)
 DU1247
 DU1247                         *CURRENT SURVEY CONTROL
 DU1247  ___________________________________________________________________
 DU1247* NAD 83(1986)-  33 48 28.     (N)    110 07 37.     (W)     SCALED    
 DU1247* NAVD 88     -      1538.457  (meters)    5047.42   (feet)  ADJUSTED  
 DU1247  ___________________________________________________________________
 DU1247  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DU1247  DYNAMIC HT  -        1536.240 (meters)    5040.15  (feet)  COMP
 DU1247  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 DU1247
 DU1247  VERT ORDER  -  FIRST     CLASS II
 DU1247
 DU1247.The horizontal coordinates were scaled from a topographic map and have
 DU1247.an estimated accuracy of +/- 6 seconds.
 DU1247
 DU1247.The orthometric height was determined by differential leveling
 DU1247.and adjusted in June 1991.
 DU1247
 DU1247.The geoid height was determined by GEOID03.
 DU1247
 DU1247.The dynamic height is computed by dividing the NAVD 88
 DU1247.geopotential number by the normal gravity value computed on the
 DU1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1247.degrees latitude (g = 980.6199 gals.).
 DU1247
 DU1247.The modeled gravity was interpolated from observed gravity values.
 DU1247
 DU1247;                    North         East    Units  Estimated Accuracy
 DU1247;SPC AZ E     -   311,340.      217,040.      MT  (+/- 180 meters Scaled)
 DU1247
 DU1247                          SUPERSEDED SURVEY CONTROL
 DU1247
 DU1247.No superseded survey control is available for this station.
 DU1247
 DU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC808411(NAD 83)
 DU1247_MARKER: DB = BENCH MARK DISK
 DU1247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1247_SP_SET: COPPER-CLAD STEEL ROD
 DU1247_STAMPING: 5045 158 DOR 1965
 DU1247_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1247
 DU1247  HISTORY     - Date     Condition        Report By
 DU1247  HISTORY     - 1965     MONUMENTED       USGS
 DU1247  HISTORY     - 1979     GOOD             NGS
 DU1247
 DU1247                          STATION DESCRIPTION
 DU1247
 DU1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1247'11.2 MI NW FROM WHITERIVER.
 DU1247'11.2 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE
 DU1247'TRIBAL HEADQUARTERS IN WHITERIVER, 0.45 MILE SOUTHEAST OF HIGHWAY
 DU1247'MILE MARKER 327, 166.6 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DU1247'HIGHWAY, 131.3 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING
 DU1247'SOUTHWEST, 67.5 FEET SOUTHWEST OF A BARBED WIRE FENCE AND 17.4 FEET
 DU1247'NORTH OF TELEPHONE POLE 3 235.  NOTE=USGS KEPT NO RECORD OF ROD
 DU1247'DEPTHS IN 1965, RODS WERE DRIVEN TO REFUSAL.
 DU1247'THE MARK IS 0.9 FT  NE FROM A WITNESS POST.
 DU1247'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0487 ***********************************************************************
 GQ0487  DESIGNATION -  158 DOR
 GQ0487  PID         -  GQ0487
 GQ0487  STATE/COUNTY-  AZ/MOHAVE
 GQ0487  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0487
 GQ0487                         *CURRENT SURVEY CONTROL
 GQ0487  ___________________________________________________________________
 GQ0487* NAD 83(1986)-  36 24 54.     (N)    113 34 29.     (W)     SCALED    
 GQ0487* NAVD 88     -      1824.858  (meters)    5987.06   (feet)  POSTED    
 GQ0487  ___________________________________________________________________
 GQ0487  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 GQ0487  DYNAMIC HT  -        1822.660 (meters)    5979.84  (feet)  COMP
 GQ0487  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 GQ0487
 GQ0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0487
 GQ0487.The horizontal coordinates were scaled from a topographic map and have
 GQ0487.an estimated accuracy of +/- 6 seconds.
 GQ0487
 GQ0487.The orthometric height was determined by differential leveling
 GQ0487.and adjusted by the  in 1992.
 GQ0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0487.rate of 0.0 thru 1.0 mm/km.
 GQ0487
 GQ0487.The geoid height was determined by GEOID03.
 GQ0487
 GQ0487.The dynamic height is computed by dividing the NAVD 88
 GQ0487.geopotential number by the normal gravity value computed on the
 GQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0487.degrees latitude (g = 980.6199 gals.).
 GQ0487
 GQ0487.The modeled gravity was interpolated from observed gravity values.
 GQ0487
 GQ0487;                    North         East    Units  Estimated Accuracy
 GQ0487;SPC AZ W     -   600,590.      229,080.      MT  (+/- 180 meters Scaled)
 GQ0487
 GQ0487                          SUPERSEDED SURVEY CONTROL
 GQ0487
 GQ0487.No superseded survey control is available for this station.
 GQ0487
 GQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF691330(NAD 83)
 GQ0487_MARKER: DB = BENCH MARK DISK
 GQ0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0487_SP_SET: COPPER-CLAD STEEL ROD
 GQ0487_STAMPING: 158 DOR 1970 5984
 GQ0487_MARK LOGO: USGS  
 GQ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0487
 GQ0487  HISTORY     - Date     Condition        Report By
 GQ0487  HISTORY     - 1970     MONUMENTED       USGS
 GQ0487
 GQ0487                          STATION DESCRIPTION
 GQ0487
 GQ0487'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0487'99.6 KM (61.90 MI) SOUTH FROM ST GEORGE UT.
 GQ0487'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0487'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0487'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0487'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 16.0 MILES SOUTHWEST TO A
 GQ0487'SMALL BARE AREA, 0.2 MILES SOUTHWEST OF A Y-ROAD LEADING NORTH, 25
 GQ0487'FEET WEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0487'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0487'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0662 ***********************************************************************
 DW0662  DESIGNATION -  1582.97
 DW0662  PID         -  DW0662
 DW0662  STATE/COUNTY-  AZ/LA PAZ
 DW0662  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0662
 DW0662                         *CURRENT SURVEY CONTROL
 DW0662  ___________________________________________________________________
 DW0662* NAD 83(1986)-  33 39 47.     (N)    114 00 59.     (W)     SCALED    
 DW0662* NAVD 88     -       483.55   (+/-2cm)    1586.4    (feet)  VERTCON   
 DW0662  ___________________________________________________________________
 DW0662  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DW0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0662
 DW0662.The horizontal coordinates were scaled from a topographic map and have
 DW0662.an estimated accuracy of +/- 6 seconds.
 DW0662
 DW0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0662.The vertical order pertains to the NGVD 29 superseded value.
 DW0662
 DW0662.The geoid height was determined by GEOID03.
 DW0662
 DW0662;                    North         East    Units  Estimated Accuracy
 DW0662;SPC AZ W     -   295,330.      188,660.      MT  (+/- 180 meters Scaled)
 DW0662
 DW0662                          SUPERSEDED SURVEY CONTROL
 DW0662
 DW0662  NGVD 29 (??/??/??)  482.844  (m)         1584.13   (f) ADJUSTED    2 0
 DW0662
 DW0662.Superseded values are not recommended for survey control.
 DW0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0662.See file dsdata.txt to determine how the superseded data were derived.
 DW0662
 DW0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT766287(NAD 83)
 DW0662_MARKER: DD = SURVEY DISK
 DW0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0662_SP_SET: CULVERT HEADWALL
 DW0662_STAMPING: 1582.97 1684+00 1932
 DW0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0662
 DW0662  HISTORY     - Date     Condition        Report By
 DW0662  HISTORY     - 1932     MONUMENTED       AZHD
 DW0662  HISTORY     - 1962     GOOD             NGS
 DW0662  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0662
 DW0662                          STATION DESCRIPTION
 DW0662
 DW0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0662'13.2 MI E FROM QUARTZSITE.
 DW0662'ABOUT 13.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0662'POST OFFICE AT QUARTZSITE, AT JUNCTION OF OLD HIGHWAY LEADING
 DW0662'NORTHWEST, ABOUT 4.3 MILES WEST OF A SMALL COMMUNITY OF BRENDA,
 DW0662'OPPOSITE MILE POST 31, SET IN TOP AND CENTER OF THE SOUTH HEADWALL
 DW0662'OF A 2 FOOT CONCRETE PIPE CULVERT, 15 FEET SOUTHWEST OF THE
 DW0662'CENTER OF THE OLD HIGHWAY, 100 FEET NORTH OF RIGHT OF WAY FENCE,
 DW0662'200 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 60 AND 70, 2 FEET
 DW0662'BELOW THE LEVEL OF THE OLD HIGHWAY, AND IS ABOUT LEVEL WITH THE
 DW0662'NEW HIGHWAY.
 DW0662
 DW0662                          STATION RECOVERY (1981)
 DW0662
 DW0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0662'NOT RECOVERED. NOTE-CULVERT DESCRIBED HAS BEEN DESTROYED, MARK
 DW0662'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0607 ***********************************************************************
 DU0607  DESIGNATION -  1583.97
 DU0607  PID         -  DU0607
 DU0607  STATE/COUNTY-  AZ/MARICOPA
 DU0607  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0607
 DU0607                         *CURRENT SURVEY CONTROL
 DU0607  ___________________________________________________________________
 DU0607* NAD 83(1986)-  33 24 54.     (N)    111 36 29.     (W)     SCALED    
 DU0607* NAVD 88     -       483.521  (meters)    1586.35   (feet)  ADJUSTED  
 DU0607  ___________________________________________________________________
 DU0607  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU0607  DYNAMIC HT  -         482.939 (meters)    1584.44  (feet)  COMP
 DU0607  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 DU0607
 DU0607  VERT ORDER  -  FIRST     CLASS II
 DU0607
 DU0607.The horizontal coordinates were scaled from a topographic map and have
 DU0607.an estimated accuracy of +/- 6 seconds.
 DU0607
 DU0607.The orthometric height was determined by differential leveling
 DU0607.and adjusted in June 1991.
 DU0607
 DU0607.The geoid height was determined by GEOID03.
 DU0607
 DU0607.The dynamic height is computed by dividing the NAVD 88
 DU0607.geopotential number by the normal gravity value computed on the
 DU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0607.degrees latitude (g = 980.6199 gals.).
 DU0607
 DU0607.The modeled gravity was interpolated from observed gravity values.
 DU0607
 DU0607;                    North         East    Units  Estimated Accuracy
 DU0607;SPC AZ C     -   267,820.      242,060.      MT  (+/- 180 meters Scaled)
 DU0607
 DU0607                          SUPERSEDED SURVEY CONTROL
 DU0607
 DU0607  NGVD 29 (??/??/92)  483.017  (m)         1584.70   (f) ADJ UNCH    1 2
 DU0607
 DU0607.Superseded values are not recommended for survey control.
 DU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0607.See file dsdata.txt to determine how the superseded data were derived.
 DU0607
 DU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB434974(NAD 83)
 DU0607_MARKER: DD = SURVEY DISK
 DU0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0607_SP_SET: ABUTMENT
 DU0607_STAMPING: 1583.97 656.15
 DU0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0607
 DU0607  HISTORY     - Date     Condition        Report By
 DU0607  HISTORY     - UNK      MONUMENTED       AZHD
 DU0607  HISTORY     - 1948     GOOD             NGS
 DU0607  HISTORY     - 1981     GOOD             NGS
 DU0607  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0607
 DU0607                          STATION DESCRIPTION
 DU0607
 DU0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0607'3.4 MI W FROM APACHE JUNCTION.
 DU0607'ABOUT 3.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0607'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0607'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0607'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0607
 DU0607                          STATION RECOVERY (1981)
 DU0607
 DU0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0607'5.6 KILOMETERS (3.5 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0607'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0607'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5 X 3
 DU0607'FEET) BOX CULVERT WITH A WOODEN HEADWALL, ALSO 8.5 KILOMETERS (5.3
 DU0607'MILES) EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 DU0607'BUCKHORN, 8.3 METERS (27.3 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0607'EASTBOUND HIGHWAY TRAFFIC LANES AND 26.0 METERS (85.3 FEET) WEST OF
 DU0607'THE CENTERLINE OF MERRILL ROAD.
 DU0607'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0607
 DU0607                          STATION RECOVERY (2006)
 DU0607
 DU0607'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0607'MARK NOT RECOVERED. THE CULVERT AND HEADWALL HAVE BEEN REBUILT.
 DU0607'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0069 ***********************************************************************
 EU0069  DESIGNATION -  1584.15
 EU0069  PID         -  EU0069
 EU0069  STATE/COUNTY-  AZ/MOHAVE
 EU0069  USGS QUAD   -  YUCCA (1970)
 EU0069
 EU0069                         *CURRENT SURVEY CONTROL
 EU0069  ___________________________________________________________________
 EU0069* NAD 83(1986)-  34 48 21.     (N)    114 09 04.     (W)     SCALED    
 EU0069* NAVD 88     -       483.529  (meters)    1586.38   (feet)  ADJUSTED  
 EU0069  ___________________________________________________________________
 EU0069  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 EU0069  DYNAMIC HT  -         482.991 (meters)    1584.61  (feet)  COMP
 EU0069  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 EU0069
 EU0069  VERT ORDER  -  FIRST     CLASS II
 EU0069
 EU0069.The horizontal coordinates were scaled from a topographic map and have
 EU0069.an estimated accuracy of +/- 6 seconds.
 EU0069
 EU0069.The orthometric height was determined by differential leveling
 EU0069.and adjusted in June 1991.
 EU0069
 EU0069.The geoid height was determined by GEOID03.
 EU0069
 EU0069.The dynamic height is computed by dividing the NAVD 88
 EU0069.geopotential number by the normal gravity value computed on the
 EU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0069.degrees latitude (g = 980.6199 gals.).
 EU0069
 EU0069.The modeled gravity was interpolated from observed gravity values.
 EU0069
 EU0069;                    North         East    Units  Estimated Accuracy
 EU0069;SPC AZ W     -   422,120.      176,660.      MT  (+/- 180 meters Scaled)
 EU0069
 EU0069                          SUPERSEDED SURVEY CONTROL
 EU0069
 EU0069  NGVD 29 (??/??/??)  482.805  (m)         1584.00   (f) ADJUSTED    1 2
 EU0069
 EU0069.Superseded values are not recommended for survey control.
 EU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0069.See file dsdata.txt to determine how the superseded data were derived.
 EU0069
 EU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU606552(NAD 83)
 EU0069_MARKER: DD = SURVEY DISK
 EU0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0069_SP_SET: BRIDGE CURB
 EU0069_STAMPING: 1584.15 1110X120 1951
 EU0069_MARK LOGO: AZHD  
 EU0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0069
 EU0069  HISTORY     - Date     Condition        Report By
 EU0069  HISTORY     - 1951     MONUMENTED       AZHD
 EU0069  HISTORY     - 1961     GOOD             NGS
 EU0069  HISTORY     - 1981     GOOD             NGS
 EU0069
 EU0069                          STATION DESCRIPTION
 EU0069
 EU0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0069'5 MI S FROM YUCCA.
 EU0069'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0069'THENCE 4.75 MILES SOUTH ALONG U.S. HIGHWAY 66, NEAR MILE POST
 EU0069'21, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURB
 EU0069'OF A 125 FOOT CONCRETE BRIDGE OVER THE FLAT TOP WASH, 15 FEET
 EU0069'EAST OF THE CENTER LINE OF U.S. HIGHWAY 66, 95 FEET NORTH OF THE
 EU0069'CENTER OF A ROAD EAST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EU0069'HIGHWAY.
 EU0069
 EU0069                          STATION RECOVERY (1981)
 EU0069
 EU0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0069'6.6 KM (4.1 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0069'ROAD OVERPASS IN YUCCA, AT THE WEST BOUND TRAFFIC LANES BRIDGE OVER
 EU0069'FLAT TOP WASH, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT, 4.6
 EU0069'METERS (15 FT) EAST OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0069'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1604 ***********************************************************************
 CZ1604  DESIGNATION -  1585.50
 CZ1604  PID         -  CZ1604
 CZ1604  STATE/COUNTY-  AZ/PINAL
 CZ1604  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1604
 CZ1604                         *CURRENT SURVEY CONTROL
 CZ1604  ___________________________________________________________________
 CZ1604* NAD 83(1986)-  32 43 43.     (N)    111 31 45.     (W)     SCALED    
 CZ1604* NAVD 88     -       482.49   (+/-2cm)    1583.0    (feet)  VERTCON   
 CZ1604  ___________________________________________________________________
 CZ1604  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ1604  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1604
 CZ1604.The horizontal coordinates were scaled from a topographic map and have
 CZ1604.an estimated accuracy of +/- 6 seconds.
 CZ1604
 CZ1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1604.The vertical order pertains to the NGVD 29 superseded value.
 CZ1604
 CZ1604.The geoid height was determined by GEOID03.
 CZ1604
 CZ1604;                    North         East    Units  Estimated Accuracy
 CZ1604;SPC AZ C     -   191,720.      249,680.      MT  (+/- 180 meters Scaled)
 CZ1604
 CZ1604                          SUPERSEDED SURVEY CONTROL
 CZ1604
 CZ1604  NGVD 29 (??/??/92)  481.935  (m)         1581.15   (f) ADJ UNCH    1 2
 CZ1604
 CZ1604.Superseded values are not recommended for survey control.
 CZ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1604.See file dsdata.txt to determine how the superseded data were derived.
 CZ1604
 CZ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB504213(NAD 83)
 CZ1604_MARKER: DD = SURVEY DISK
 CZ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1604_STAMPING: 1585.50 BK 1588.65 AD
 CZ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1604+STABILITY: SURFACE MOTION
 CZ1604
 CZ1604  HISTORY     - Date     Condition        Report By
 CZ1604  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1604  HISTORY     - 1975     GOOD             AZDT
 CZ1604
 CZ1604                          STATION DESCRIPTION
 CZ1604
 CZ1604'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1604'2.1 MI SE FROM ELOY.
 CZ1604'FROM MILEPOST 210, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1604'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1604'A P AND M SURVEY SIGN.  3 FT. EAST OF STEEL POST.  3 FT. WEST OF SIGN
 CZ1604'1-10-4(40) 1-10-4(41).  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1604'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0606 ***********************************************************************
 DU0606  DESIGNATION -  1586.68
 DU0606  PID         -  DU0606
 DU0606  STATE/COUNTY-  AZ/MARICOPA
 DU0606  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0606
 DU0606                         *CURRENT SURVEY CONTROL
 DU0606  ___________________________________________________________________
 DU0606* NAD 83(1986)-  33 24 54.     (N)    111 36 20.     (W)     SCALED    
 DU0606* NAVD 88     -       484.373  (meters)    1589.15   (feet)  ADJUSTED  
 DU0606  ___________________________________________________________________
 DU0606  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU0606  DYNAMIC HT  -         483.791 (meters)    1587.24  (feet)  COMP
 DU0606  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 DU0606
 DU0606  VERT ORDER  -  FIRST     CLASS II
 DU0606
 DU0606.The horizontal coordinates were scaled from a topographic map and have
 DU0606.an estimated accuracy of +/- 6 seconds.
 DU0606
 DU0606.The orthometric height was determined by differential leveling
 DU0606.and adjusted in June 1991.
 DU0606
 DU0606.The geoid height was determined by GEOID03.
 DU0606
 DU0606.The dynamic height is computed by dividing the NAVD 88
 DU0606.geopotential number by the normal gravity value computed on the
 DU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0606.degrees latitude (g = 980.6199 gals.).
 DU0606
 DU0606.The modeled gravity was interpolated from observed gravity values.
 DU0606
 DU0606;                    North         East    Units  Estimated Accuracy
 DU0606;SPC AZ C     -   267,820.      242,300.      MT  (+/- 180 meters Scaled)
 DU0606
 DU0606                          SUPERSEDED SURVEY CONTROL
 DU0606
 DU0606  NGVD 29 (??/??/92)  483.844  (m)         1587.41   (f) ADJ UNCH    1 2
 DU0606
 DU0606.Superseded values are not recommended for survey control.
 DU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0606.See file dsdata.txt to determine how the superseded data were derived.
 DU0606
 DU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB436974(NAD 83)
 DU0606_MARKER: DD = SURVEY DISK
 DU0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0606_SP_SET: ABUTMENT
 DU0606_STAMPING: 1586.68 663.24
 DU0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0606
 DU0606  HISTORY     - Date     Condition        Report By
 DU0606  HISTORY     - UNK      MONUMENTED       AZHD
 DU0606  HISTORY     - 1948     GOOD             NGS
 DU0606  HISTORY     - 1981     GOOD             NGS
 DU0606  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0606
 DU0606                          STATION DESCRIPTION
 DU0606
 DU0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0606'3.2 MI W FROM APACHE JUNCTION.
 DU0606'ABOUT 3.2 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0606'21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0606'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0606'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0606
 DU0606                          STATION RECOVERY (1981)
 DU0606
 DU0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0606'5.4 KILOMETERS (3.35 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0606'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0606'TOP OF THE WEST CONCRETE ABUTMENT FOR A 1.5 X 1 METER (5 X 3 FEET) BOX
 DU0606'CULVERT WITH A WOODEN HEADWALL COVER, 0.25 KILOMETER (0.15 MILE) EAST
 DU0606'MERRILL ROAD AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE
 DU0606'OF THE EASTBOUND HIGHWAY TRAFFIC LANES.
 DU0606'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0606
 DU0606                          STATION RECOVERY (2006)
 DU0606
 DU0606'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0606'MARK NOT RECOVERED. THE CULVERT AND HEADWALL HAVE BEEN REBUILT.
 DU0606'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0045 ***********************************************************************
 CG0045  DESIGNATION -  159 1/2
 CG0045  PID         -  CG0045
 CG0045  STATE/COUNTY-  AZ/COCHISE
 CG0045  USGS QUAD   -  KNOB HILL (1973)
 CG0045
 CG0045                         *CURRENT SURVEY CONTROL
 CG0045  ___________________________________________________________________
 CG0045* NAD 83(1986)-  31 59 48.     (N)    110 04 59.     (W)     SCALED    
 CG0045* NAVD 88     -      1361.61   (+/-2cm)    4467.2    (feet)  VERTCON   
 CG0045  ___________________________________________________________________
 CG0045  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CG0045  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0045
 CG0045.The horizontal coordinates were scaled from a topographic map and have
 CG0045.an estimated accuracy of +/- 6 seconds.
 CG0045
 CG0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0045.The vertical order pertains to the NGVD 29 superseded value.
 CG0045
 CG0045.The geoid height was determined by GEOID03.
 CG0045
 CG0045;                    North         East    Units  Estimated Accuracy
 CG0045;SPC AZ E     -   110,500.      221,260.      MT  (+/- 180 meters Scaled)
 CG0045
 CG0045                          SUPERSEDED SURVEY CONTROL
 CG0045
 CG0045  NGVD 29 (??/??/92) 1360.734  (m)         4464.34   (f) ADJ UNCH    1 2
 CG0045
 CG0045.Superseded values are not recommended for survey control.
 CG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0045.See file dsdata.txt to determine how the superseded data were derived.
 CG0045
 CG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA866404(NAD 83)
 CG0045_MARKER: P = PIPE CAP
 CG0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0045_STAMPING: 159 1/2 H 1907
 CG0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0045
 CG0045  HISTORY     - Date     Condition        Report By
 CG0045  HISTORY     - 1907     MONUMENTED       USGS
 CG0045  HISTORY     - 1952     GOOD             NGS
 CG0045
 CG0045                          STATION DESCRIPTION
 CG0045
 CG0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0045'3.4 MI SW FROM DRAGOON.
 CG0045'3.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0045'THE STATION AT DRAGOON, 0.05 MILE SOUTH OF CULVERT NUMBER 1050.50, 0.1
 CG0045'MILE SOUTH OF THE SOUTHWEST END OF A CULVERT, ABOUT 130.0 YARDS
 CG0045'SOUTHWEST OF A DEEP WASH, 100 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 CG0045'RAIL, 59.0 FEET WEST OF TWO SMALL TREES, 4.1 FEET SOUTHEAST OF A
 CG0045'FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 3.0 FEET LOWER THAN THE
 CG0045'TRACK, AND RIVETED TO AN IRON PIPE PROJECTING 1.1 FEET ABOVE THE
 CG0045'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0488 ***********************************************************************
 GQ0488  DESIGNATION -  159 DOR
 GQ0488  PID         -  GQ0488
 GQ0488  STATE/COUNTY-  AZ/MOHAVE
 GQ0488  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0488
 GQ0488                         *CURRENT SURVEY CONTROL
 GQ0488  ___________________________________________________________________
 GQ0488* NAD 83(1986)-  36 24 28.     (N)    113 34 57.     (W)     SCALED    
 GQ0488* NAVD 88     -      1752.235  (meters)    5748.79   (feet)  POSTED    
 GQ0488  ___________________________________________________________________
 GQ0488  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 GQ0488  DYNAMIC HT  -        1750.120 (meters)    5741.85  (feet)  COMP
 GQ0488  MODELED GRAV-     979,361.9   (mgal)                       NAVD 88
 GQ0488
 GQ0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0488
 GQ0488.The horizontal coordinates were scaled from a topographic map and have
 GQ0488.an estimated accuracy of +/- 6 seconds.
 GQ0488
 GQ0488.The orthometric height was determined by differential leveling
 GQ0488.and adjusted by the  in 1992.
 GQ0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0488.rate of 0.0 thru 1.0 mm/km.
 GQ0488
 GQ0488.The geoid height was determined by GEOID03.
 GQ0488
 GQ0488.The dynamic height is computed by dividing the NAVD 88
 GQ0488.geopotential number by the normal gravity value computed on the
 GQ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0488.degrees latitude (g = 980.6199 gals.).
 GQ0488
 GQ0488.The modeled gravity was interpolated from observed gravity values.
 GQ0488
 GQ0488;                    North         East    Units  Estimated Accuracy
 GQ0488;SPC AZ W     -   599,790.      228,380.      MT  (+/- 180 meters Scaled)
 GQ0488
 GQ0488                          SUPERSEDED SURVEY CONTROL
 GQ0488
 GQ0488.No superseded survey control is available for this station.
 GQ0488
 GQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF684322(NAD 83)
 GQ0488_MARKER: DB = BENCH MARK DISK
 GQ0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0488_SP_SET: COPPER-CLAD STEEL ROD
 GQ0488_STAMPING: 159 DOR USGS 5746
 GQ0488_MARK LOGO: USGS  
 GQ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0488
 GQ0488  HISTORY     - Date     Condition        Report By
 GQ0488  HISTORY     - 1970     MONUMENTED       USGS
 GQ0488
 GQ0488                          STATION DESCRIPTION
 GQ0488
 GQ0488'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0488'100.9 KM (62.7 MI) SOUTH FROM ST GEORGE UT.
 GQ0488'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0488'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0488'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0488'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 16.8 MILES SOUTHWEST TO A
 GQ0488'CATTLEGUARD, 29 FEET NORTHWEST OF THE ROAD, 0.5 FEET NORTHEAST OF A
 GQ0488'FENCE.  ROD DEPTH UNKNOWN.
 GQ0488'THE MARK IS 1 FT  NE FROM  A WITNESS POST
 GQ0488'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1097 ***********************************************************************
 DU1097  DESIGNATION -  159+15
 DU1097  PID         -  DU1097
 DU1097  STATE/COUNTY-  AZ/MARICOPA
 DU1097  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1097
 DU1097                         *CURRENT SURVEY CONTROL
 DU1097  ___________________________________________________________________
 DU1097* NAD 83(1986)-  33 31 26.     (N)    111 55 33.     (W)     SCALED    
 DU1097* NAVD 88     -       396.88   (+/-2cm)    1302.1    (feet)  VERTCON   
 DU1097  ___________________________________________________________________
 DU1097  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1097  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1097
 DU1097.The horizontal coordinates were scaled from a topographic map and have
 DU1097.an estimated accuracy of +/- 6 seconds.
 DU1097
 DU1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1097.The vertical order pertains to the NGVD 29 superseded value.
 DU1097
 DU1097.The geoid height was determined by GEOID03.
 DU1097
 DU1097;                    North         East    Units  Estimated Accuracy
 DU1097;SPC AZ C     -   279,850.      212,510.      MT  (+/- 180 meters Scaled)
 DU1097
 DU1097                          SUPERSEDED SURVEY CONTROL
 DU1097
 DU1097  NGVD 29 (??/??/92)  396.342  (m)         1300.33   (f) ADJ UNCH    1 2
 DU1097
 DU1097.Superseded values are not recommended for survey control.
 DU1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1097.See file dsdata.txt to determine how the superseded data were derived.
 DU1097
 DU1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC140097(NAD 83)
 DU1097_MARKER: DD = SURVEY DISK
 DU1097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1097_SP_SET: CURB
 DU1097_STAMPING: 1300.99 159+15 1959
 DU1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1097
 DU1097  HISTORY     - Date     Condition        Report By
 DU1097  HISTORY     - 1959     MONUMENTED       AZHD
 DU1097  HISTORY     - 1967     GOOD             NGS
 DU1097  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1097  HISTORY     - 20070627 MARK NOT FOUND   GEOCAC
 DU1097
 DU1097                          STATION DESCRIPTION
 DU1097
 DU1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1097'2.5 MI N FROM SCOTTSDALE.
 DU1097'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1097'AT SCOTTSDALE, 10 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 DU1097'NORTH SCOTTSDALE ROAD AND EAST MACDONALD DRIVE, 51 FEET EAST OF THE
 DU1097'CENTER LINE OF NORTH SCOTTSDALE ROAD, 31 FEET SOUTH OF THE CENTER LINE
 DU1097'OF EAST MACDONALD DRIVE, SET IN THE CENTER OF THE TOP OF A CONCRETE
 DU1097'HEAD WALL OF A CONCRETE CULVERT UNDER EAST MACDONALD DRIVE, 59 FEET
 DU1097'SOUTHEAST OF A CONCRETE CURB ON THE SOUTHEAST SIDE OF THE
 DU1097'INTERSECTION, 13 FEET NORTHEAST OF POWER POLE NUMBER 98, AND ABOUT
 DU1097'LEVEL WITH EAST MACDONALD DRIVE.
 DU1097
 DU1097                          STATION RECOVERY (1981)
 DU1097
 DU1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1097'HEADWALL DESCRIBED WAS DESTROYED BY ROAD CONSTRUCTION, MARK BELIEVED
 DU1097'DESTROYED.
 DU1097
 DU1097                          STATION RECOVERY (2007)
 DU1097
 DU1097'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1097'THERE IS NO HEADWALL AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0801 ***********************************************************************
 ES0801  DESIGNATION -  1591
 ES0801  PID         -  ES0801
 ES0801  STATE/COUNTY-  AZ/NAVAJO
 ES0801  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0801
 ES0801                         *CURRENT SURVEY CONTROL
 ES0801  ___________________________________________________________________
 ES0801* NAD 83(1986)-  34 38 07.     (N)    110 05 44.     (W)     SCALED    
 ES0801* NAVD 88     -      1698.699  (meters)    5573.15   (feet)  ADJUSTED  
 ES0801  ___________________________________________________________________
 ES0801  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0801  DYNAMIC HT  -        1696.304 (meters)    5565.29  (feet)  COMP
 ES0801  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 ES0801
 ES0801  VERT ORDER  -  FIRST     CLASS II
 ES0801
 ES0801.The horizontal coordinates were scaled from a topographic map and have
 ES0801.an estimated accuracy of +/- 6 seconds.
 ES0801
 ES0801.The orthometric height was determined by differential leveling
 ES0801.and adjusted in June 1991.
 ES0801
 ES0801.The geoid height was determined by GEOID03.
 ES0801
 ES0801.The dynamic height is computed by dividing the NAVD 88
 ES0801.geopotential number by the normal gravity value computed on the
 ES0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0801.degrees latitude (g = 980.6199 gals.).
 ES0801
 ES0801.The modeled gravity was interpolated from observed gravity values.
 ES0801
 ES0801;                    North         East    Units  Estimated Accuracy
 ES0801;SPC AZ E     -   403,120.      219,880.      MT  (+/- 180 meters Scaled)
 ES0801
 ES0801                          SUPERSEDED SURVEY CONTROL
 ES0801
 ES0801.No superseded survey control is available for this station.
 ES0801
 ES0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD828329(NAD 83)
 ES0801_MARKER: DB = BENCH MARK DISK
 ES0801_SETTING: 66 = SET IN ROCK OUTCROP
 ES0801_SP_SET: ROCK OUTCROP
 ES0801_STAMPING: 1591 BM 369.66 1978
 ES0801_MARK LOGO: AZDT  
 ES0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0801
 ES0801  HISTORY     - Date     Condition        Report By
 ES0801  HISTORY     - 1978     MONUMENTED       AZDT
 ES0801  HISTORY     - 1983     GOOD             NGS
 ES0801
 ES0801                          STATION DESCRIPTION
 ES0801
 ES0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0801'30.7 KM (19.05 MI) SOUT FROM HOLBROOK.
 ES0801'30.7 KM (19.05 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0801'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 370,
 ES0801'0.2 KM (0.1 MI) NORTH OF A DOUBLE POWERLINE CROSSING, IN THE CENTER OF
 ES0801'A 3 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 30.4 METERS (99.7
 ES0801'FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FT) EAST
 ES0801'OF A FENCE.
 ES0801'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0801'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1603 ***********************************************************************
 CZ1603  DESIGNATION -  1592.32
 CZ1603  PID         -  CZ1603
 CZ1603  STATE/COUNTY-  AZ/PINAL
 CZ1603  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1603
 CZ1603                         *CURRENT SURVEY CONTROL
 CZ1603  ___________________________________________________________________
 CZ1603* NAD 83(1986)-  32 43 46.     (N)    111 31 57.     (W)     SCALED    
 CZ1603* NAVD 88     -       484.59   (+/-2cm)    1589.9    (feet)  VERTCON   
 CZ1603  ___________________________________________________________________
 CZ1603  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1603  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1603
 CZ1603.The horizontal coordinates were scaled from a topographic map and have
 CZ1603.an estimated accuracy of +/- 6 seconds.
 CZ1603
 CZ1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1603.The vertical order pertains to the NGVD 29 superseded value.
 CZ1603
 CZ1603.The geoid height was determined by GEOID03.
 CZ1603
 CZ1603;                    North         East    Units  Estimated Accuracy
 CZ1603;SPC AZ C     -   191,820.      249,370.      MT  (+/- 180 meters Scaled)
 CZ1603
 CZ1603                          SUPERSEDED SURVEY CONTROL
 CZ1603
 CZ1603  NGVD 29 (??/??/92)  484.036  (m)         1588.04   (f) ADJ UNCH    1 2
 CZ1603
 CZ1603.Superseded values are not recommended for survey control.
 CZ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1603.See file dsdata.txt to determine how the superseded data were derived.
 CZ1603
 CZ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB501214(NAD 83)
 CZ1603_MARKER: DD = SURVEY DISK
 CZ1603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1603_SP_SET: CURBING
 CZ1603_STAMPING: 1592.32
 CZ1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1603
 CZ1603  HISTORY     - Date     Condition        Report By
 CZ1603  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1603  HISTORY     - 1975     GOOD             AZDT
 CZ1603
 CZ1603                          STATION DESCRIPTION
 CZ1603
 CZ1603'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1603'2 MI SE FROM ELOY.
 CZ1603'FROM MILEPOST 209, I-10, EAST ON THE INTERSTATE FOR 0.9 MILES AND TO
 CZ1603'THE STATION ON THE RIGHT.  6 FT. EAST OF THE SOUTHWEST END OF A BRIDGE
 CZ1603'FOR THE EAST BOUND TRAFFIC.  ON A BRIDGE CURBING 1 FT. ABOVE THE
 CZ1603'BRIDGE DECK.  80 FT. SOUTH OF THE CENTERLINE.  AN AHD BRASS CAP, SET
 CZ1603'ON A BRIDGE CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0604 ***********************************************************************
 DU0604  DESIGNATION -  1594.67
 DU0604  PID         -  DU0604
 DU0604  STATE/COUNTY-  AZ/MARICOPA
 DU0604  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0604
 DU0604                         *CURRENT SURVEY CONTROL
 DU0604  ___________________________________________________________________
 DU0604* NAD 83(1986)-  33 24 54.     (N)    111 36 05.     (W)     SCALED    
 DU0604* NAVD 88     -       486.820  (meters)    1597.18   (feet)  ADJUSTED  
 DU0604  ___________________________________________________________________
 DU0604  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0604  DYNAMIC HT  -         486.234 (meters)    1595.25  (feet)  COMP
 DU0604  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 DU0604
 DU0604  VERT ORDER  -  FIRST     CLASS II
 DU0604
 DU0604.The horizontal coordinates were scaled from a topographic map and have
 DU0604.an estimated accuracy of +/- 6 seconds.
 DU0604
 DU0604.The orthometric height was determined by differential leveling
 DU0604.and adjusted in June 1991.
 DU0604
 DU0604.The geoid height was determined by GEOID03.
 DU0604
 DU0604.The dynamic height is computed by dividing the NAVD 88
 DU0604.geopotential number by the normal gravity value computed on the
 DU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0604.degrees latitude (g = 980.6199 gals.).
 DU0604
 DU0604.The modeled gravity was interpolated from observed gravity values.
 DU0604
 DU0604;                    North         East    Units  Estimated Accuracy
 DU0604;SPC AZ C     -   267,820.      242,680.      MT  (+/- 180 meters Scaled)
 DU0604
 DU0604                          SUPERSEDED SURVEY CONTROL
 DU0604
 DU0604  NGVD 29 (??/??/92)  486.272  (m)         1595.38   (f) ADJ UNCH    1 2
 DU0604
 DU0604.Superseded values are not recommended for survey control.
 DU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0604.See file dsdata.txt to determine how the superseded data were derived.
 DU0604
 DU0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB440974(NAD 83)
 DU0604_MARKER: DD = SURVEY DISK
 DU0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0604_SP_SET: ABUTMENT
 DU0604_STAMPING: 1594.67 676.07
 DU0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0604
 DU0604  HISTORY     - Date     Condition        Report By
 DU0604  HISTORY     - UNK      MONUMENTED       AZHD
 DU0604  HISTORY     - 1948     GOOD             NGS
 DU0604  HISTORY     - 1981     GOOD             NGS
 DU0604  HISTORY     - 20020516 MARK NOT FOUND   INDIV
 DU0604  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0604
 DU0604                          STATION DESCRIPTION
 DU0604
 DU0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0604'3.0 MI W FROM APACHE JUNCTION.
 DU0604'ABOUT 3.0 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0604'21.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0604'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0604'AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0604
 DU0604                          STATION RECOVERY (1981)
 DU0604
 DU0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0604'5.0 KILOMETERS (3.1 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0604'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0604'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A DOUBLE BOX CULVERT WITH
 DU0604'A WOODEN HEADWALL, 0.3 KILOMETER (0.2 MILE) WEST OF SIGNAL BUTTE ROAD
 DU0604'AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0604'EASTBOUND TRAFFIC LANES OF THE HIGHWAY.
 DU0604'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0604
 DU0604                          STATION RECOVERY (2002)
 DU0604
 DU0604'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU0604'U.S.HWY 60 APPEARS TO HAVE BEEN WIDENED AND REPAVED SINCE MARKER WAS
 DU0604'LAST FOUND.
 DU0604
 DU0604                          STATION RECOVERY (2006)
 DU0604
 DU0604'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0604'MARK NOT RECOVERED. THE CULVERT AND HEADWALL HAVE BEEN REBUILT.
 DU0604'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0421 ***********************************************************************
 DA0421  DESIGNATION -  1595.1
 DA0421  PID         -  DA0421
 DA0421  STATE/COUNTY-  AZ/PIMA
 DA0421  USGS QUAD   -  ARMENTA WELL (1990)
 DA0421
 DA0421                         *CURRENT SURVEY CONTROL
 DA0421  ___________________________________________________________________
 DA0421* NAD 83(1986)-  32 09 02.     (N)    112 50 21.     (W)     SCALED    
 DA0421* NAVD 88     -       486.41   (+/-2cm)    1595.8    (feet)  VERTCON   
 DA0421  ___________________________________________________________________
 DA0421  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DA0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0421
 DA0421.The horizontal coordinates were scaled from a topographic map and have
 DA0421.an estimated accuracy of +/- 6 seconds.
 DA0421
 DA0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0421.The vertical order pertains to the NGVD 29 superseded value.
 DA0421
 DA0421.The geoid height was determined by GEOID03.
 DA0421
 DA0421;                    North         East    Units  Estimated Accuracy
 DA0421;SPC AZ C     -   127,930.      126,340.      MT  (+/- 180 meters Scaled)
 DA0421
 DA0421                          SUPERSEDED SURVEY CONTROL
 DA0421
 DA0421  NGVD 29 (??/??/92)  485.699  (m)         1593.50   (f) ADJ UNCH    2 0
 DA0421
 DA0421.Superseded values are not recommended for survey control.
 DA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0421.See file dsdata.txt to determine how the superseded data were derived.
 DA0421
 DA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA265586(NAD 83)
 DA0421_MARKER: N = NAIL
 DA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0421+STABILITY: SURFACE MOTION
 DA0421
 DA0421  HISTORY     - Date     Condition        Report By
 DA0421  HISTORY     - UNK      MONUMENTED       USGS
 DA0421  HISTORY     - 1952     GOOD             NGS
 DA0421
 DA0421                          STATION DESCRIPTION
 DA0421
 DA0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0421'24.7 MI S FROM AJO.
 DA0421'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNEALIA, AND GILA BEND
 DA0421'RAILROAD FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES
 DA0421'SOUTHEAST ALONG HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH
 DA0421'ALONG SONOYTA-AJO HIGHWAY TO INTERSECTION, THENCE 4.6 MILES ALONG
 DA0421'TRACK ROAD, 343 1/2 FEET WEST OF B. M. W 308, 15 1/2 FEET SOUTH OF THE
 DA0421'CENTERLINE OF THE ROAD, A COPPER NAIL AND WASHER SET ON TOP OF A 4 X 4
 DA0421'WOOD POST PROJECTING 0.6 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1565 ***********************************************************************
 DV1565  DESIGNATION -  16 A
 DV1565  PID         -  DV1565
 DV1565  STATE/COUNTY-  AZ/LA PAZ
 DV1565  USGS QUAD   -  HOPE (1990)
 DV1565
 DV1565                         *CURRENT SURVEY CONTROL
 DV1565  ___________________________________________________________________
 DV1565* NAD 83(1986)-  33 37 38.     (N)    113 44 31.     (W)     SCALED    
 DV1565* NAVD 88     -       368.34   (+/-2cm)    1208.5    (feet)  VERTCON   
 DV1565  ___________________________________________________________________
 DV1565  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1565
 DV1565.The horizontal coordinates were scaled from a topographic map and have
 DV1565.an estimated accuracy of +/- 6 seconds.
 DV1565
 DV1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1565.The vertical order pertains to the NGVD 29 superseded value.
 DV1565
 DV1565.The geoid height was determined by GEOID03.
 DV1565
 DV1565;                    North         East    Units  Estimated Accuracy
 DV1565;SPC AZ W     -   291,320.      214,110.      MT  (+/- 180 meters Scaled)
 DV1565
 DV1565                          SUPERSEDED SURVEY CONTROL
 DV1565
 DV1565  NGVD 29 (??/??/92)  367.669  (m)         1206.26   (f) ADJ UNCH    2 0
 DV1565
 DV1565.Superseded values are not recommended for survey control.
 DV1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1565.See file dsdata.txt to determine how the superseded data were derived.
 DV1565
 DV1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC456241(NAD 83)
 DV1565_MARKER: DD = SURVEY DISK
 DV1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1565_STAMPING: 16 A 1962
 DV1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1565+STABILITY: SURFACE MOTION
 DV1565
 DV1565  HISTORY     - Date     Condition        Report By
 DV1565  HISTORY     - 1962     MONUMENTED       AZHD
 DV1565  HISTORY     - 19870224 MARK NOT FOUND   USGS
 DV1565
 DV1565                          STATION DESCRIPTION
 DV1565
 DV1565'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1565'11.20 MI SW FROM HOPE.
 DV1565'0.55 MILE EAST-SOUTHEAST OF G 396 16, AN ARIZONA HIGHWAY DEPARTMENT
 DV1565'DISK STAMPED 16 A 1962, SET IN TOP OF CONCRETE POST FLUSH WITH THE
 DV1565'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1565'HIGHWAY 10, 1.2 FEET NORTH-WEST OF A METAL WITNESS POST.
 DV1565
 DV1565                          STATION RECOVERY (1987)
 DV1565
 DV1565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0805 ***********************************************************************
 FQ0805  DESIGNATION -  16 BKC
 FQ0805  PID         -  FQ0805
 FQ0805  STATE/COUNTY-  AZ/COCONINO
 FQ0805  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0805
 FQ0805                         *CURRENT SURVEY CONTROL
 FQ0805  ___________________________________________________________________
 FQ0805* NAD 83(1986)-  35 34 44.     (N)    111 30 54.     (W)     SCALED    
 FQ0805* NAVD 88     -      1668.391  (meters)    5473.71   (feet)  POSTED    
 FQ0805  ___________________________________________________________________
 FQ0805  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0805  DYNAMIC HT  -        1666.210 (meters)    5466.56  (feet)  COMP
 FQ0805  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
 FQ0805
 FQ0805  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0805
 FQ0805.The horizontal coordinates were scaled from a topographic map and have
 FQ0805.an estimated accuracy of +/- 6 seconds.
 FQ0805
 FQ0805.The orthometric height was determined by differential leveling
 FQ0805.and adjusted by the  in 1992.
 FQ0805.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0805.rate of 0.0 thru 1.0 mm/km.
 FQ0805
 FQ0805.The geoid height was determined by GEOID03.
 FQ0805
 FQ0805.The dynamic height is computed by dividing the NAVD 88
 FQ0805.geopotential number by the normal gravity value computed on the
 FQ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0805.degrees latitude (g = 980.6199 gals.).
 FQ0805
 FQ0805.The modeled gravity was interpolated from observed gravity values.
 FQ0805
 FQ0805;                    North         East    Units  Estimated Accuracy
 FQ0805;SPC AZ C     -   507,870.      249,760.      MT  (+/- 180 meters Scaled)
 FQ0805
 FQ0805                          SUPERSEDED SURVEY CONTROL
 FQ0805
 FQ0805  NGVD 29 (??/??/92) 1667.48   (m)         5470.7    (f) COMPUTED    2 2
 FQ0805
 FQ0805.Superseded values are not recommended for survey control.
 FQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0805.See file dsdata.txt to determine how the superseded data were derived.
 FQ0805
 FQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE533373(NAD 83)
 FQ0805_MARKER: DB = BENCH MARK DISK
 FQ0805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0805_SP_SET: COPPER-CLAD STEEL ROD
 FQ0805_STAMPING: 16 BKC 1968 5471
 FQ0805_MARK LOGO: USGS  
 FQ0805_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0805+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0805
 FQ0805  HISTORY     - Date     Condition        Report By
 FQ0805  HISTORY     - 1968     MONUMENTED       USGS
 FQ0805
 FQ0805                          STATION DESCRIPTION
 FQ0805
 FQ0805'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0805'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0805'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0805'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0805'NATIONAL MONUMENT, THENCE 0.9 MILES EAST ALONG THE MONUMENT ROAD TO A
 FQ0805'T-ROAD NORTH, 39 FEET NORTH AND 106 FEET EAST OF THE INTERSECTION, 2
 FQ0805'FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0805'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1266 ***********************************************************************
 CY1266  DESIGNATION -  16 EMH
 CY1266  PID         -  CY1266
 CY1266  STATE/COUNTY-  AZ/GRAHAM
 CY1266  USGS QUAD   -  TANQUE (1966)
 CY1266
 CY1266                         *CURRENT SURVEY CONTROL
 CY1266  ___________________________________________________________________
 CY1266* NAD 83(1986)-  32 37 14.     (N)    109 35 03.     (W)     SCALED    
 CY1266* NAVD 88     -      1043.19   (+/-2cm)    3422.5    (feet)  VERTCON   
 CY1266  ___________________________________________________________________
 CY1266  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY1266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1266
 CY1266.The horizontal coordinates were scaled from a topographic map and have
 CY1266.an estimated accuracy of +/- 6 seconds.
 CY1266
 CY1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1266.The vertical order pertains to the NGVD 29 superseded value.
 CY1266
 CY1266.The geoid height was determined by GEOID03.
 CY1266
 CY1266;                    North         East    Units  Estimated Accuracy
 CY1266;SPC AZ E     -   179,830.      268,020.      MT  (+/- 180 meters Scaled)
 CY1266
 CY1266                          SUPERSEDED SURVEY CONTROL
 CY1266
 CY1266  NGVD 29 (??/??/92) 1042.52   (m)         3420.3    (f) COMPUTED    2 0
 CY1266
 CY1266.Superseded values are not recommended for survey control.
 CY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1266.See file dsdata.txt to determine how the superseded data were derived.
 CY1266
 CY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB328101(NAD 83)
 CY1266_MARKER: DB = BENCH MARK DISK
 CY1266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1266_SP_SET: COPPER-CLAD STEEL ROD
 CY1266_STAMPING: 16 EMH 1972 3420
 CY1266_MARK LOGO: USGS  
 CY1266_PROJECTION: FLUSH
 CY1266_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1266+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1266_ROD/PIPE-DEPTH: 6.10 meters
 CY1266
 CY1266  HISTORY     - Date     Condition        Report By
 CY1266  HISTORY     - 1972     MONUMENTED       USGS
 CY1266
 CY1266                          STATION DESCRIPTION
 CY1266
 CY1266'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1266'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1266'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 6.7
 CY1266'MILES EAST ALONG A DIRT ROAD, 324 FEET WEST OF A 12 X 12-FOOT FENCED
 CY1266'AREA ON THE SOUTH SIDE OF THE ROAD, 45 FEET NORTH AND ABOUT LEVEL
 CY1266'WITH THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET
 CY1266'ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0776 ***********************************************************************
 FQ0776  DESIGNATION -  16 HLS
 FQ0776  PID         -  FQ0776
 FQ0776  STATE/COUNTY-  AZ/NAVAJO
 FQ0776  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0776
 FQ0776                         *CURRENT SURVEY CONTROL
 FQ0776  ___________________________________________________________________
 FQ0776* NAD 83(1986)-  35 08 52.     (N)    110 17 11.     (W)     SCALED    
 FQ0776* NAVD 88     -      1572.880  (meters)    5160.36   (feet)  ADJUSTED  
 FQ0776  ___________________________________________________________________
 FQ0776  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0776  DYNAMIC HT  -        1570.781 (meters)    5153.47  (feet)  COMP
 FQ0776  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 FQ0776
 FQ0776  VERT ORDER  -  THIRD
 FQ0776
 FQ0776.The horizontal coordinates were scaled from a topographic map and have
 FQ0776.an estimated accuracy of +/- 6 seconds.
 FQ0776
 FQ0776.The orthometric height was determined by differential leveling
 FQ0776.and adjusted in June 1991.
 FQ0776
 FQ0776.The geoid height was determined by GEOID03.
 FQ0776
 FQ0776.The dynamic height is computed by dividing the NAVD 88
 FQ0776.geopotential number by the normal gravity value computed on the
 FQ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0776.degrees latitude (g = 980.6199 gals.).
 FQ0776
 FQ0776.The modeled gravity was interpolated from observed gravity values.
 FQ0776
 FQ0776;                    North         East    Units  Estimated Accuracy
 FQ0776;SPC AZ E     -   459,970.      202,450.      MT  (+/- 180 meters Scaled)
 FQ0776
 FQ0776                          SUPERSEDED SURVEY CONTROL
 FQ0776
 FQ0776.No superseded survey control is available for this station.
 FQ0776
 FQ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD650896(NAD 83)
 FQ0776_MARKER: DB = BENCH MARK DISK
 FQ0776_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0776_SP_SET: COPPER-CLAD STEEL ROD
 FQ0776_STAMPING: 16 HLS 1970 5158
 FQ0776_MARK LOGO: USGS  
 FQ0776_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0776+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0776
 FQ0776  HISTORY     - Date     Condition        Report By
 FQ0776  HISTORY     - 1970     MONUMENTED       USGS
 FQ0776
 FQ0776                          STATION DESCRIPTION
 FQ0776
 FQ0776'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0776'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0776'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0776'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0776'NORTHEAST ALONG THE ROAD TO A ROAD FORK, 65 FEET EAST OF A GATE, 29
 FQ0776'FEET NORTH OF THE CENTERLINE OF THE ROAD SOUTHEAST, 20 FEET SOUTH OF
 FQ0776'THE ROAD NORTHEAST, 5 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD
 FQ0776'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0882 ***********************************************************************
 FQ0882  DESIGNATION -  16 JRH
 FQ0882  PID         -  FQ0882
 FQ0882  STATE/COUNTY-  AZ/COCONINO
 FQ0882  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0882
 FQ0882                         *CURRENT SURVEY CONTROL
 FQ0882  ___________________________________________________________________
 FQ0882* NAD 83(1986)-  35 31 13.     (N)    111 37 49.     (W)     SCALED    
 FQ0882* NAVD 88     -      2003.376  (meters)    6572.74   (feet)  POSTED    
 FQ0882  ___________________________________________________________________
 FQ0882  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0882  DYNAMIC HT  -        2000.650 (meters)    6563.80  (feet)  COMP
 FQ0882  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 FQ0882
 FQ0882  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0882
 FQ0882.The horizontal coordinates were scaled from a topographic map and have
 FQ0882.an estimated accuracy of +/- 6 seconds.
 FQ0882
 FQ0882.The orthometric height was determined by differential leveling
 FQ0882.and adjusted by the  in 1992.
 FQ0882.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0882.rate of 0.0 thru 1.0 mm/km.
 FQ0882
 FQ0882.The geoid height was determined by GEOID03.
 FQ0882
 FQ0882.The dynamic height is computed by dividing the NAVD 88
 FQ0882.geopotential number by the normal gravity value computed on the
 FQ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0882.degrees latitude (g = 980.6199 gals.).
 FQ0882
 FQ0882.The modeled gravity was interpolated from observed gravity values.
 FQ0882
 FQ0882;                    North         East    Units  Estimated Accuracy
 FQ0882;SPC AZ C     -   501,330.      239,340.      MT  (+/- 180 meters Scaled)
 FQ0882
 FQ0882                          SUPERSEDED SURVEY CONTROL
 FQ0882
 FQ0882  NGVD 29 (??/??/92) 2002.45   (m)         6569.7    (f) COMPUTED    3 0
 FQ0882
 FQ0882.Superseded values are not recommended for survey control.
 FQ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0882.See file dsdata.txt to determine how the superseded data were derived.
 FQ0882
 FQ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE428309(NAD 83)
 FQ0882_MARKER: DB = BENCH MARK DISK
 FQ0882_SETTING: 0 = UNSPECIFIED SETTING
 FQ0882_STAMPING: 16 JRH 1959 6569
 FQ0882_MARK LOGO: USGS  
 FQ0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0882+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0882
 FQ0882  HISTORY     - Date     Condition        Report By
 FQ0882  HISTORY     - 1959     MONUMENTED       USGS
 FQ0882
 FQ0882                          STATION DESCRIPTION
 FQ0882
 FQ0882'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0882'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0882'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0882'LOOKOUT TOWER, PROCEED 45.0 MILES SOUTHEAST TO A ROAD FORK TO CEDAR
 FQ0882'RANCH.  OR, 22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION
 FQ0882'OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 7.8
 FQ0882'MILES NORTHWEST, 4.4 MILES SOUTHEAST OF ASO RANCH, 90 FEET WEST OF
 FQ0882'THE CENTER OF THE ROAD FORK, 15 FEET NORTH OF A PINON PINE, IN A
 FQ0882'LIMESTONE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0160 ***********************************************************************
 DA0160  DESIGNATION -  16 RS
 DA0160  PID         -  DA0160
 DA0160  STATE/COUNTY-  AZ/MARICOPA
 DA0160  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0160
 DA0160                         *CURRENT SURVEY CONTROL
 DA0160  ___________________________________________________________________
 DA0160* NAD 83(1986)-  32 46 09.     (N)    112 13 58.     (W)     SCALED    
 DA0160* NAVD 88     -       579.74   (+/-2cm)    1902.0    (feet)  VERTCON   
 DA0160  ___________________________________________________________________
 DA0160  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0160
 DA0160.The horizontal coordinates were scaled from a topographic map and have
 DA0160.an estimated accuracy of +/- 6 seconds.
 DA0160
 DA0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0160.The vertical order pertains to the NGVD 29 superseded value.
 DA0160
 DA0160.The geoid height was determined by GEOID03.
 DA0160
 DA0160;                    North         East    Units  Estimated Accuracy
 DA0160;SPC AZ C     -   196,200.      183,750.      MT  (+/- 180 meters Scaled)
 DA0160
 DA0160                          SUPERSEDED SURVEY CONTROL
 DA0160
 DA0160  NGVD 29 (??/??/92)  579.081  (m)         1899.87   (f) ADJ UNCH    2 0
 DA0160
 DA0160.Superseded values are not recommended for survey control.
 DA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0160.See file dsdata.txt to determine how the superseded data were derived.
 DA0160
 DA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB845263(NAD 83)
 DA0160_MARKER: DD = SURVEY DISK
 DA0160_SETTING: 80 = SET IN A BOULDER
 DA0160_SP_SET: BOULDER
 DA0160_STAMPING: 16 RS 1900 1939
 DA0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0160+STABILITY: SURFACE MOTION
 DA0160
 DA0160  HISTORY     - Date     Condition        Report By
 DA0160  HISTORY     - 1939     MONUMENTED       USGS
 DA0160
 DA0160                          STATION DESCRIPTION
 DA0160
 DA0160'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 DA0160'28.2 MI E FROM GILA.
 DA0160'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0160'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 5.9 MILES SOUTH
 DA0160'ALONG A DIM TRACK ROAD.  AT THE WEST END OF THE BASE OF A LOW ROCKY
 DA0160'HILL, 62 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF
 DA0160'THE WEST END OF A LARGE BOULDER PAINTED BM ON ITS SOUTH FACE, AND IN
 DA0160'THE CENTER OF THE TOP OF A 2- BY 2-FOOT GRANITE BOULDER PROJECTING 1
 DA0160'FOOT ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 DA0160'STAMPED 16 RS 1900 1939.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0228 ***********************************************************************
 DA0228  DESIGNATION -  16 WF
 DA0228  PID         -  DA0228
 DA0228  STATE/COUNTY-  AZ/PIMA
 DA0228  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0228
 DA0228                         *CURRENT SURVEY CONTROL
 DA0228  ___________________________________________________________________
 DA0228* NAD 83(1986)-  32 29 40.     (N)    112 22 39.     (W)     SCALED    
 DA0228* NAVD 88     -       721.70   (+/-2cm)    2367.8    (feet)  VERTCON   
 DA0228  ___________________________________________________________________
 DA0228  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DA0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0228
 DA0228.The horizontal coordinates were scaled from a topographic map and have
 DA0228.an estimated accuracy of +/- 6 seconds.
 DA0228
 DA0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0228.The vertical order pertains to the NGVD 29 superseded value.
 DA0228
 DA0228.The geoid height was determined by GEOID03.
 DA0228
 DA0228;                    North         East    Units  Estimated Accuracy
 DA0228;SPC AZ C     -   165,790.      170,050.      MT  (+/- 180 meters Scaled)
 DA0228
 DA0228                          SUPERSEDED SURVEY CONTROL
 DA0228
 DA0228  NGVD 29 (??/??/92)  720.986  (m)         2365.43   (f) ADJ UNCH    2 0
 DA0228
 DA0228.Superseded values are not recommended for survey control.
 DA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0228.See file dsdata.txt to determine how the superseded data were derived.
 DA0228
 DA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA705960(NAD 83)
 DA0228_MARKER: DD = SURVEY DISK
 DA0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0228_STAMPING: 16 WF 1948 2365
 DA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0228+STABILITY: SURFACE MOTION
 DA0228
 DA0228  HISTORY     - Date     Condition        Report By
 DA0228  HISTORY     - 1948     MONUMENTED       USGS
 DA0228  HISTORY     - 1961     GOOD             NGS
 DA0228
 DA0228                          STATION DESCRIPTION
 DA0228
 DA0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0228'10.45 MI W FROM VENTANA.
 DA0228'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0228'AT VENTANA.  THENCE 3.85 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0228'PIPE LINE, 0.1 MILE EAST OF PIPE LINE MILEPOST NUMBER 51, 43 FEET
 DA0228'SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF A METAL
 DA0228'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0228'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0489 ***********************************************************************
 GQ0489  DESIGNATION -  160 DOR
 GQ0489  PID         -  GQ0489
 GQ0489  STATE/COUNTY-  AZ/MOHAVE
 GQ0489  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0489
 GQ0489                         *CURRENT SURVEY CONTROL
 GQ0489  ___________________________________________________________________
 GQ0489* NAD 83(1986)-  36 23 39.     (N)    113 34 50.     (W)     SCALED    
 GQ0489* NAVD 88     -      1770.360  (meters)    5808.26   (feet)  POSTED    
 GQ0489  ___________________________________________________________________
 GQ0489  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 GQ0489  DYNAMIC HT  -        1768.220 (meters)    5801.24  (feet)  COMP
 GQ0489  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 GQ0489
 GQ0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0489
 GQ0489.The horizontal coordinates were scaled from a topographic map and have
 GQ0489.an estimated accuracy of +/- 6 seconds.
 GQ0489
 GQ0489.The orthometric height was determined by differential leveling
 GQ0489.and adjusted by the  in 1992.
 GQ0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0489.rate of 0.0 thru 1.0 mm/km.
 GQ0489
 GQ0489.The geoid height was determined by GEOID03.
 GQ0489
 GQ0489.The dynamic height is computed by dividing the NAVD 88
 GQ0489.geopotential number by the normal gravity value computed on the
 GQ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0489.degrees latitude (g = 980.6199 gals.).
 GQ0489
 GQ0489.The modeled gravity was interpolated from observed gravity values.
 GQ0489
 GQ0489;                    North         East    Units  Estimated Accuracy
 GQ0489;SPC AZ W     -   598,280.      228,560.      MT  (+/- 180 meters Scaled)
 GQ0489
 GQ0489                          SUPERSEDED SURVEY CONTROL
 GQ0489
 GQ0489.No superseded survey control is available for this station.
 GQ0489
 GQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF685307(NAD 83)
 GQ0489_MARKER: DB = BENCH MARK DISK
 GQ0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0489_SP_SET: COPPER-CLAD STEEL ROD
 GQ0489_STAMPING: 160 DOR 1970 5805
 GQ0489_MARK LOGO: USGS  
 GQ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0489
 GQ0489  HISTORY     - Date     Condition        Report By
 GQ0489  HISTORY     - 1970     MONUMENTED       USGS
 GQ0489
 GQ0489                          STATION DESCRIPTION
 GQ0489
 GQ0489'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0489'102.7 KM (63.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0489'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0489'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0489'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0489'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 17.9 MILES SOUTHWEST TO A
 GQ0489'T-ROAD LEADING SOUTHEAST TO GRASSY MOUNTAIN, 40 FEET NORTHWEST OF THE
 GQ0489'ROAD.  ROD DEPTH UNKNOWN.
 GQ0489'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0489'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0602 ***********************************************************************
 DU0602  DESIGNATION -  1600.56
 DU0602  PID         -  DU0602
 DU0602  STATE/COUNTY-  AZ/MARICOPA
 DU0602  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0602
 DU0602                         *CURRENT SURVEY CONTROL
 DU0602  ___________________________________________________________________
 DU0602* NAD 83(1986)-  33 24 54.     (N)    111 36 01.     (W)     SCALED    
 DU0602* NAVD 88     -       488.63   (+/-2cm)    1603.1    (feet)  VERTCON   
 DU0602  ___________________________________________________________________
 DU0602  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0602  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0602
 DU0602.The horizontal coordinates were scaled from a topographic map and have
 DU0602.an estimated accuracy of +/- 6 seconds.
 DU0602
 DU0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0602.The vertical order pertains to the NGVD 29 superseded value.
 DU0602
 DU0602.The geoid height was determined by GEOID03.
 DU0602
 DU0602;                    North         East    Units  Estimated Accuracy
 DU0602;SPC AZ C     -   267,820.      242,790.      MT  (+/- 180 meters Scaled)
 DU0602
 DU0602                          SUPERSEDED SURVEY CONTROL
 DU0602
 DU0602  NGVD 29 (??/??/92)  488.058  (m)         1601.24   (f) ADJ UNCH    1 2
 DU0602
 DU0602.Superseded values are not recommended for survey control.
 DU0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0602.See file dsdata.txt to determine how the superseded data were derived.
 DU0602
 DU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB441974(NAD 83)
 DU0602_MARKER: DD = SURVEY DISK
 DU0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0602_STAMPING: 1600.56 686.71
 DU0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0602+STABILITY: SURFACE MOTION
 DU0602
 DU0602  HISTORY     - Date     Condition        Report By
 DU0602  HISTORY     - UNK      MONUMENTED       AZHD
 DU0602  HISTORY     - 1948     GOOD             NGS
 DU0602  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0602  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0602
 DU0602                          STATION DESCRIPTION
 DU0602
 DU0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0602'2.8 MI W FROM APACHE JUNCTION.
 DU0602'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0602'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39.6 FEET SOUTHWEST
 DU0602'OF MILEPOST NO. 193, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DU0602'INCHES.
 DU0602
 DU0602                          STATION RECOVERY (1981)
 DU0602
 DU0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0602'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0602
 DU0602                          STATION RECOVERY (2008)
 DU0602
 DU0602'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0602'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0602'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0602'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0601 ***********************************************************************
 DU0601  DESIGNATION -  1601.52
 DU0601  PID         -  DU0601
 DU0601  STATE/COUNTY-  AZ/MARICOPA
 DU0601  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0601
 DU0601                         *CURRENT SURVEY CONTROL
 DU0601  ___________________________________________________________________
 DU0601* NAD 83(1986)-  33 24 55.     (N)    111 35 57.     (W)     SCALED    
 DU0601* NAVD 88     -       488.93   (+/-2cm)    1604.1    (feet)  VERTCON   
 DU0601  ___________________________________________________________________
 DU0601  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0601  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0601
 DU0601.The horizontal coordinates were scaled from a topographic map and have
 DU0601.an estimated accuracy of +/- 6 seconds.
 DU0601
 DU0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0601.The vertical order pertains to the NGVD 29 superseded value.
 DU0601
 DU0601.The geoid height was determined by GEOID03.
 DU0601
 DU0601;                    North         East    Units  Estimated Accuracy
 DU0601;SPC AZ C     -   267,850.      242,890.      MT  (+/- 180 meters Scaled)
 DU0601
 DU0601                          SUPERSEDED SURVEY CONTROL
 DU0601
 DU0601  NGVD 29 (??/??/92)  488.354  (m)         1602.21   (f) ADJ UNCH    1 2
 DU0601
 DU0601.Superseded values are not recommended for survey control.
 DU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0601.See file dsdata.txt to determine how the superseded data were derived.
 DU0601
 DU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB442974(NAD 83)
 DU0601_MARKER: DD = SURVEY DISK
 DU0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0601_STAMPING: 1601.52 686.71
 DU0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0601+STABILITY: SURFACE MOTION
 DU0601
 DU0601  HISTORY     - Date     Condition        Report By
 DU0601  HISTORY     - UNK      MONUMENTED       AZHD
 DU0601  HISTORY     - 1948     GOOD             NGS
 DU0601  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0601  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0601
 DU0601                          STATION DESCRIPTION
 DU0601
 DU0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0601'2.8 MI W FROM APACHE JUNCTION.
 DU0601'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0601'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET EAST OF A
 DU0601'DIM TRACK ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST
 DU0601'PROJECTING 5 INCHES.
 DU0601
 DU0601                          STATION RECOVERY (1981)
 DU0601
 DU0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0601'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0601
 DU0601                          STATION RECOVERY (2008)
 DU0601
 DU0601'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0601'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0601'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0601'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0603 ***********************************************************************
 DU0603  DESIGNATION -  1601.74
 DU0603  PID         -  DU0603
 DU0603  STATE/COUNTY-  AZ/MARICOPA
 DU0603  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0603
 DU0603                         *CURRENT SURVEY CONTROL
 DU0603  ___________________________________________________________________
 DU0603* NAD 83(1986)-  33 24 54.     (N)    111 36 01.     (W)     SCALED    
 DU0603* NAVD 88     -       488.99   (+/-2cm)    1604.3    (feet)  VERTCON   
 DU0603  ___________________________________________________________________
 DU0603  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0603  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0603
 DU0603.The horizontal coordinates were scaled from a topographic map and have
 DU0603.an estimated accuracy of +/- 6 seconds.
 DU0603
 DU0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0603.The vertical order pertains to the NGVD 29 superseded value.
 DU0603
 DU0603.The geoid height was determined by GEOID03.
 DU0603
 DU0603;                    North         East    Units  Estimated Accuracy
 DU0603;SPC AZ C     -   267,820.      242,790.      MT  (+/- 180 meters Scaled)
 DU0603
 DU0603                          SUPERSEDED SURVEY CONTROL
 DU0603
 DU0603  NGVD 29 (??/??/92)  488.421  (m)         1602.43   (f) ADJ UNCH    1 2
 DU0603
 DU0603.Superseded values are not recommended for survey control.
 DU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0603.See file dsdata.txt to determine how the superseded data were derived.
 DU0603
 DU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB441974(NAD 83)
 DU0603_MARKER: DD = SURVEY DISK
 DU0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0603_STAMPING: 1601.74 686.71
 DU0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0603+STABILITY: SURFACE MOTION
 DU0603
 DU0603  HISTORY     - Date     Condition        Report By
 DU0603  HISTORY     - UNK      MONUMENTED       AZHD
 DU0603  HISTORY     - 1948     GOOD             NGS
 DU0603  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0603  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0603
 DU0603                          STATION DESCRIPTION
 DU0603
 DU0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0603'2.8 MI W FROM APACHE JUNCTION.
 DU0603'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0603'AT MILEPOST NO. 193, 53.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0603'45.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0603'CONCRETE POST PROJECTING 4 INCHES.
 DU0603
 DU0603                          STATION RECOVERY (1981)
 DU0603
 DU0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0603'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0603
 DU0603                          STATION RECOVERY (2008)
 DU0603
 DU0603'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0603'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0603'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0600 ***********************************************************************
 DU0600  DESIGNATION -  1601.88
 DU0600  PID         -  DU0600
 DU0600  STATE/COUNTY-  AZ/MARICOPA
 DU0600  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0600
 DU0600                         *CURRENT SURVEY CONTROL
 DU0600  ___________________________________________________________________
 DU0600* NAD 83(1986)-  33 24 55.     (N)    111 35 57.     (W)     SCALED    
 DU0600* NAVD 88     -       489.04   (+/-2cm)    1604.5    (feet)  VERTCON   
 DU0600  ___________________________________________________________________
 DU0600  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0600  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0600
 DU0600.The horizontal coordinates were scaled from a topographic map and have
 DU0600.an estimated accuracy of +/- 6 seconds.
 DU0600
 DU0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0600.The vertical order pertains to the NGVD 29 superseded value.
 DU0600
 DU0600.The geoid height was determined by GEOID03.
 DU0600
 DU0600;                    North         East    Units  Estimated Accuracy
 DU0600;SPC AZ C     -   267,850.      242,890.      MT  (+/- 180 meters Scaled)
 DU0600
 DU0600                          SUPERSEDED SURVEY CONTROL
 DU0600
 DU0600  NGVD 29 (??/??/92)  488.466  (m)         1602.58   (f) ADJ UNCH    1 2
 DU0600
 DU0600.Superseded values are not recommended for survey control.
 DU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0600.See file dsdata.txt to determine how the superseded data were derived.
 DU0600
 DU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB442974(NAD 83)
 DU0600_MARKER: DD = SURVEY DISK
 DU0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0600_SP_SET: ABUTMENT
 DU0600_STAMPING: 1601.88 686.95
 DU0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0600
 DU0600  HISTORY     - Date     Condition        Report By
 DU0600  HISTORY     - UNK      MONUMENTED       AZHD
 DU0600  HISTORY     - 1948     GOOD             NGS
 DU0600  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0600
 DU0600                          STATION DESCRIPTION
 DU0600
 DU0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0600'2.8 MI W FROM APACHE JUNCTION.
 DU0600'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0600'AT MILEPOST NO. 193, 20.7 FEET NORTH OF THE CENTER LINE OF THE
 DU0600'HIGHWAY, SET ON TOP AND AT THE NORTHWEST CORNER OF A CONCRETE ABUTMENT
 DU0600'OF A BRIDGE OVER A WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0600
 DU0600                          STATION RECOVERY (1981)
 DU0600
 DU0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0600'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0599 ***********************************************************************
 DU0599  DESIGNATION -  1602.47
 DU0599  PID         -  DU0599
 DU0599  STATE/COUNTY-  AZ/MARICOPA
 DU0599  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0599
 DU0599                         *CURRENT SURVEY CONTROL
 DU0599  ___________________________________________________________________
 DU0599* NAD 83(1986)-  33 24 55.     (N)    111 35 57.     (W)     SCALED    
 DU0599* NAVD 88     -       489.22   (+/-2cm)    1605.0    (feet)  VERTCON   
 DU0599  ___________________________________________________________________
 DU0599  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0599  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0599
 DU0599.The horizontal coordinates were scaled from a topographic map and have
 DU0599.an estimated accuracy of +/- 6 seconds.
 DU0599
 DU0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0599.The vertical order pertains to the NGVD 29 superseded value.
 DU0599
 DU0599.The geoid height was determined by GEOID03.
 DU0599
 DU0599;                    North         East    Units  Estimated Accuracy
 DU0599;SPC AZ C     -   267,850.      242,890.      MT  (+/- 180 meters Scaled)
 DU0599
 DU0599                          SUPERSEDED SURVEY CONTROL
 DU0599
 DU0599  NGVD 29 (??/??/92)  488.644  (m)         1603.16   (f) ADJ UNCH    1 2
 DU0599
 DU0599.Superseded values are not recommended for survey control.
 DU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0599.See file dsdata.txt to determine how the superseded data were derived.
 DU0599
 DU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB442974(NAD 83)
 DU0599_MARKER: DD = SURVEY DISK
 DU0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0599_STAMPING: 1602.47 686.71
 DU0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0599+STABILITY: SURFACE MOTION
 DU0599
 DU0599  HISTORY     - Date     Condition        Report By
 DU0599  HISTORY     - UNK      MONUMENTED       AZHD
 DU0599  HISTORY     - 1948     GOOD             NGS
 DU0599  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0599  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0599
 DU0599                          STATION DESCRIPTION
 DU0599
 DU0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0599'2.8 MI W FROM APACHE JUNCTION.
 DU0599'ABOUT 2.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0599'45.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42.0 FEET EAST OF
 DU0599'THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF A CONCRETE POST
 DU0599'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0599
 DU0599                          STATION RECOVERY (1981)
 DU0599
 DU0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0599'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0599
 DU0599                          STATION RECOVERY (2008)
 DU0599
 DU0599'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0599'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0599'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1607 ***********************************************************************
 CZ1607  DESIGNATION -  1603.27
 CZ1607  PID         -  CZ1607
 CZ1607  STATE/COUNTY-  AZ/PINAL
 CZ1607  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1607
 CZ1607                         *CURRENT SURVEY CONTROL
 CZ1607  ___________________________________________________________________
 CZ1607* NAD 83(1986)-  32 43 27.     (N)    111 31 05.     (W)     SCALED    
 CZ1607* NAVD 88     -       486.87   (+/-2cm)    1597.3    (feet)  VERTCON   
 CZ1607  ___________________________________________________________________
 CZ1607  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ1607  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1607
 CZ1607.The horizontal coordinates were scaled from a topographic map and have
 CZ1607.an estimated accuracy of +/- 6 seconds.
 CZ1607
 CZ1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1607.The vertical order pertains to the NGVD 29 superseded value.
 CZ1607
 CZ1607.The geoid height was determined by GEOID03.
 CZ1607
 CZ1607;                    North         East    Units  Estimated Accuracy
 CZ1607;SPC AZ C     -   191,230.      250,720.      MT  (+/- 180 meters Scaled)
 CZ1607
 CZ1607                          SUPERSEDED SURVEY CONTROL
 CZ1607
 CZ1607  NGVD 29 (??/??/92)  486.316  (m)         1595.52   (f) ADJ UNCH    1 2
 CZ1607
 CZ1607.Superseded values are not recommended for survey control.
 CZ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1607.See file dsdata.txt to determine how the superseded data were derived.
 CZ1607
 CZ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514208(NAD 83)
 CZ1607_MARKER: DD = SURVEY DISK
 CZ1607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1607_SP_SET: CURBING
 CZ1607_STAMPING: 1603.27
 CZ1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1607
 CZ1607  HISTORY     - Date     Condition        Report By
 CZ1607  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1607  HISTORY     - 1975     GOOD             AZDT
 CZ1607
 CZ1607                          STATION DESCRIPTION
 CZ1607
 CZ1607'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1607'2.75 MI SE FROM ELOY.
 CZ1607'FROM MILEPOST 211, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1607'THE STATION ON THE RIGHT.  ON THE WEST END OF THE DIVIDER BETWEEN THE
 CZ1607'EAST BOUND LANE AND THE RAMP LEADING TO THE STATE 84 AND 87 UNDERPASS.
 CZ1607'80 FT. SOUTH OF THE CENTERLINE.  AN AHD BRASS CAP, SET IN A CONCRETE
 CZ1607'CURBING.  NOTE-- TAKE OFF POINT IS EAST UNDERPASS.  1.8 MI NW OF
 CZ1607'PICACHO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0598 ***********************************************************************
 DU0598  DESIGNATION -  1606.89
 DU0598  PID         -  DU0598
 DU0598  STATE/COUNTY-  AZ/MARICOPA
 DU0598  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0598
 DU0598                         *CURRENT SURVEY CONTROL
 DU0598  ___________________________________________________________________
 DU0598* NAD 83(1986)-  33 24 54.     (N)    111 35 43.     (W)     SCALED    
 DU0598* NAVD 88     -       490.56   (+/-2cm)    1609.4    (feet)  VERTCON   
 DU0598  ___________________________________________________________________
 DU0598  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0598
 DU0598.The horizontal coordinates were scaled from a topographic map and have
 DU0598.an estimated accuracy of +/- 6 seconds.
 DU0598
 DU0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0598.The vertical order pertains to the NGVD 29 superseded value.
 DU0598
 DU0598.The geoid height was determined by GEOID03.
 DU0598
 DU0598;                    North         East    Units  Estimated Accuracy
 DU0598;SPC AZ C     -   267,820.      243,250.      MT  (+/- 180 meters Scaled)
 DU0598
 DU0598                          SUPERSEDED SURVEY CONTROL
 DU0598
 DU0598  NGVD 29 (??/??/92)  489.986  (m)         1607.56   (f) ADJ UNCH    1 2
 DU0598
 DU0598.Superseded values are not recommended for survey control.
 DU0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0598.See file dsdata.txt to determine how the superseded data were derived.
 DU0598
 DU0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB446974(NAD 83)
 DU0598_MARKER: DD = SURVEY DISK
 DU0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0598_SP_SET: ABUTMENT
 DU0598_STAMPING: 1606.89
 DU0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0598
 DU0598  HISTORY     - Date     Condition        Report By
 DU0598  HISTORY     - UNK      MONUMENTED       AZHD
 DU0598  HISTORY     - 1948     GOOD             NGS
 DU0598  HISTORY     - 1981     GOOD             NGS
 DU0598  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0598
 DU0598                          STATION DESCRIPTION
 DU0598
 DU0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0598'2.7 MI W FROM APACHE JUNCTION.
 DU0598'ABOUT 2.7 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0598'20.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0598'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0598'AND ABOUT 2 FEET BELOW THE HIGHWAY.
 DU0598
 DU0598                          STATION RECOVERY (1981)
 DU0598
 DU0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0598'4.4 KILOMETERS (2.75 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0598'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0598'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0598'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.25 KILOMETER (0.15 MILE)
 DU0598'EAST OF SIGNAL BUTTE ROAD AND 5.0 METERS (16.5 FEET) NORTH OF THE
 DU0598'NORTH CENTERLINE OF THE EASTBOUND TRAFFIC LANES.
 DU0598'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0598
 DU0598                          STATION RECOVERY (2006)
 DU0598
 DU0598'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0598'MARK NOT RECOVERED. THE CULVERT AND HEADWALL HAVE BEEN REMOVED.
 DU0598'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0490 ***********************************************************************
 GQ0490  DESIGNATION -  161 DOR
 GQ0490  PID         -  GQ0490
 GQ0490  STATE/COUNTY-  AZ/MOHAVE
 GQ0490  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0490
 GQ0490                         *CURRENT SURVEY CONTROL
 GQ0490  ___________________________________________________________________
 GQ0490* NAD 83(1986)-  36 23 20.     (N)    113 35 47.     (W)     SCALED    
 GQ0490* NAVD 88     -      1780.971  (meters)    5843.07   (feet)  POSTED    
 GQ0490  ___________________________________________________________________
 GQ0490  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 GQ0490  DYNAMIC HT  -        1778.810 (meters)    5835.98  (feet)  COMP
 GQ0490  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 GQ0490
 GQ0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0490
 GQ0490.The horizontal coordinates were scaled from a topographic map and have
 GQ0490.an estimated accuracy of +/- 6 seconds.
 GQ0490
 GQ0490.The orthometric height was determined by differential leveling
 GQ0490.and adjusted by the  in 1992.
 GQ0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0490.rate of 0.0 thru 1.0 mm/km.
 GQ0490
 GQ0490.The geoid height was determined by GEOID03.
 GQ0490
 GQ0490.The dynamic height is computed by dividing the NAVD 88
 GQ0490.geopotential number by the normal gravity value computed on the
 GQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0490.degrees latitude (g = 980.6199 gals.).
 GQ0490
 GQ0490.The modeled gravity was interpolated from observed gravity values.
 GQ0490
 GQ0490;                    North         East    Units  Estimated Accuracy
 GQ0490;SPC AZ W     -   597,690.      227,140.      MT  (+/- 180 meters Scaled)
 GQ0490
 GQ0490                          SUPERSEDED SURVEY CONTROL
 GQ0490
 GQ0490.No superseded survey control is available for this station.
 GQ0490
 GQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF671302(NAD 83)
 GQ0490_MARKER: DB = BENCH MARK DISK
 GQ0490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0490_SP_SET: COPPER-CLAD STEEL ROD
 GQ0490_STAMPING: 161 DOR 1970 5840
 GQ0490_MARK LOGO: USGS  
 GQ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0490
 GQ0490  HISTORY     - Date     Condition        Report By
 GQ0490  HISTORY     - 1970     MONUMENTED       USGS
 GQ0490
 GQ0490                          STATION DESCRIPTION
 GQ0490
 GQ0490'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0490'104.3 KM (64.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0490'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0490'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0490'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0490'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 18.9 MILES SOUTHWEST, 0.2
 GQ0490'MILES SOUTHWEST OF A BLM CADASTRAL SURVEY BRASS CAP STAMPED T35N R12W
 GQ0490'1/4 S32 S33 1969, 24 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0490'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0490'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0524 ***********************************************************************
 CZ0524  DESIGNATION -  161+82.7
 CZ0524  PID         -  CZ0524
 CZ0524  STATE/COUNTY-  AZ/PIMA
 CZ0524  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0524
 CZ0524                         *CURRENT SURVEY CONTROL
 CZ0524  ___________________________________________________________________
 CZ0524* NAD 83(1986)-  32 23 26.     (N)    111 07 05.     (W)     SCALED    
 CZ0524* NAVD 88     -       638.951  (meters)    2096.29   (feet)  ADJUSTED  
 CZ0524  ___________________________________________________________________
 CZ0524  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0524  DYNAMIC HT  -         638.099 (meters)    2093.50  (feet)  COMP
 CZ0524  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 CZ0524
 CZ0524  VERT ORDER  -  FIRST     CLASS II
 CZ0524
 CZ0524.The horizontal coordinates were scaled from a topographic map and have
 CZ0524.an estimated accuracy of +/- 6 seconds.
 CZ0524
 CZ0524.The orthometric height was determined by differential leveling
 CZ0524.and adjusted in June 1991.
 CZ0524
 CZ0524.The geoid height was determined by GEOID03.
 CZ0524
 CZ0524.The dynamic height is computed by dividing the NAVD 88
 CZ0524.geopotential number by the normal gravity value computed on the
 CZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0524.degrees latitude (g = 980.6199 gals.).
 CZ0524
 CZ0524.The modeled gravity was interpolated from observed gravity values.
 CZ0524
 CZ0524;                    North         East    Units  Estimated Accuracy
 CZ0524;SPC AZ C     -   154,450.      288,500.      MT  (+/- 180 meters Scaled)
 CZ0524
 CZ0524                          SUPERSEDED SURVEY CONTROL
 CZ0524
 CZ0524  NGVD 29 (??/??/92)  638.303  (m)         2094.17   (f) ADJ UNCH    1 2
 CZ0524
 CZ0524.Superseded values are not recommended for survey control.
 CZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0524.See file dsdata.txt to determine how the superseded data were derived.
 CZ0524
 CZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA888837(NAD 83)
 CZ0524_MARKER: DD = SURVEY DISK
 CZ0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0524_SP_SET: CURB
 CZ0524_STAMPING: 2094.57 161+82.7 1930
 CZ0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0524+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0524
 CZ0524  HISTORY     - Date     Condition        Report By
 CZ0524  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0524  HISTORY     - 1951     GOOD             NGS
 CZ0524  HISTORY     - 1960     GOOD             NGS
 CZ0524  HISTORY     - 1980     GOOD             NGS
 CZ0524  HISTORY     - 19970309 GOOD             USPSQD
 CZ0524  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0524
 CZ0524                          STATION DESCRIPTION
 CZ0524
 CZ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0524'2.5 MI SE FROM RILLITO.
 CZ0524'2.5 MILES SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0524'PACIFIC RAILROAD FROM THE RAILROAD STATION AT RILLITO, 3.0 MILES
 CZ0524'NORTHWEST OF THE POST OFFICE AT CORTARO, 6 POLES SOUTHEAST OF MILE
 CZ0524'POLE 969, AT RAILROAD MILEAGE 969.23, IN TOP OF THE APPROXIMATE CENTER
 CZ0524'OF THE NORTHEAST CONCRETE CURBING OF THE HIGHWAY BRIDGE, 58.6 FEET
 CZ0524'SOUTHEAST OF TELEGRAPH POLE E 725, 16 1/2 FEET NORTHEAST OF THE
 CZ0524'CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY IN
 CZ0524'ELEVATION.
 CZ0524
 CZ0524                          STATION RECOVERY (1960)
 CZ0524
 CZ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0524'RECOVERED IN GOOD CONDITION.
 CZ0524
 CZ0524                          STATION RECOVERY (1980)
 CZ0524
 CZ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0524'23.6 KILOMETERS (14.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0524'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 969.23,
 CZ0524'SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A 6-CHANNEL
 CZ0524'BOX CULVERT UNDER THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84),
 CZ0524'37.4 METERS (123 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS
 CZ0524'(16 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD AND 10.2 METERS
 CZ0524'(33.5 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ0524'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0524
 CZ0524                          STATION RECOVERY (1997)
 CZ0524
 CZ0524'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0524'RECOVERED IN GOOD CONDITION.
 CZ0524
 CZ0524                          STATION RECOVERY (2006)
 CZ0524
 CZ0524'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1057 ***********************************************************************
 CZ1057  DESIGNATION -  1610
 CZ1057  PID         -  CZ1057
 CZ1057  STATE/COUNTY-  AZ/PINAL
 CZ1057  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1057
 CZ1057                         *CURRENT SURVEY CONTROL
 CZ1057  ___________________________________________________________________
 CZ1057* NAD 83(1986)-  32 43 12.     (N)    111 30 14.     (W)     SCALED    
 CZ1057* NAVD 88     -       491.31   (+/-2cm)    1611.9    (feet)  VERTCON   
 CZ1057  ___________________________________________________________________
 CZ1057  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ1057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1057
 CZ1057.The horizontal coordinates were scaled from a topographic map and have
 CZ1057.an estimated accuracy of +/- 6 seconds.
 CZ1057
 CZ1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1057.The vertical order pertains to the NGVD 29 superseded value.
 CZ1057
 CZ1057.The geoid height was determined by GEOID03.
 CZ1057
 CZ1057;                    North         East    Units  Estimated Accuracy
 CZ1057;SPC AZ C     -   190,780.      252,050.      MT  (+/- 180 meters Scaled)
 CZ1057
 CZ1057                          SUPERSEDED SURVEY CONTROL
 CZ1057
 CZ1057  NGVD 29 (??/??/92)  490.757  (m)         1610.09   (f) ADJ UNCH    2 0
 CZ1057
 CZ1057.Superseded values are not recommended for survey control.
 CZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1057.See file dsdata.txt to determine how the superseded data were derived.
 CZ1057
 CZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB527203(NAD 83)
 CZ1057_MARKER: DD = SURVEY DISK
 CZ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1057_STAMPING: 1610 1922
 CZ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1057+STABILITY: SURFACE MOTION
 CZ1057
 CZ1057  HISTORY     - Date     Condition        Report By
 CZ1057  HISTORY     - 1922     MONUMENTED       USGS
 CZ1057  HISTORY     - 1948     MARK NOT FOUND   NGS
 CZ1057
 CZ1057                          STATION DESCRIPTION
 CZ1057
 CZ1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1057'IN PICACHO.
 CZ1057'AT PICACHO, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 0.3
 CZ1057'MILE EAST OF THE STATION, 10 FEET WEST OF MILEPOST 937, AND 45 FEET
 CZ1057'NORTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CZ1057'SURVEY STANDARD DISK, STAMPED 1610 1922 AND SET IN THE TOP OF A
 CZ1057'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0444 ***********************************************************************
 CZ0444  DESIGNATION -  1611+63.4
 CZ0444  PID         -  CZ0444
 CZ0444  STATE/COUNTY-  AZ/PINAL
 CZ0444  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0444
 CZ0444                         *CURRENT SURVEY CONTROL
 CZ0444  ___________________________________________________________________
 CZ0444* NAD 83(1986)-  32 40 36.     (N)    111 04 07.     (W)     SCALED    
 CZ0444* NAVD 88     -       913.51   (+/-2cm)    2997.1    (feet)  VERTCON   
 CZ0444  ___________________________________________________________________
 CZ0444  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CZ0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0444
 CZ0444.The horizontal coordinates were scaled from a topographic map and have
 CZ0444.an estimated accuracy of +/- 6 seconds.
 CZ0444
 CZ0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0444.The vertical order pertains to the NGVD 29 superseded value.
 CZ0444
 CZ0444.The geoid height was determined by GEOID03.
 CZ0444
 CZ0444;                    North         East    Units  Estimated Accuracy
 CZ0444;SPC AZ C     -   186,220.      292,900.      MT  (+/- 180 meters Scaled)
 CZ0444
 CZ0444                          SUPERSEDED SURVEY CONTROL
 CZ0444
 CZ0444  NGVD 29 (??/??/92)  912.868  (m)         2994.97   (f) ADJ UNCH    2 0
 CZ0444
 CZ0444.Superseded values are not recommended for survey control.
 CZ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0444.See file dsdata.txt to determine how the superseded data were derived.
 CZ0444
 CZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB935154(NAD 83)
 CZ0444_MARKER: DD = SURVEY DISK
 CZ0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0444_SP_SET: BRIDGE
 CZ0444_STAMPING: 1611+63.4 2994.79
 CZ0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0444+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ0444
 CZ0444  HISTORY     - Date     Condition        Report By
 CZ0444  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0444  HISTORY     - 1962     GOOD             NGS
 CZ0444  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0444
 CZ0444                          STATION DESCRIPTION
 CZ0444
 CZ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0444'11.25 MI NW FROM ORACLE JUNCTION.
 CZ0444'11.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0444'JUNCTION, 15.4 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 12.3 FEET
 CZ0444'SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE, A STANDARD DISK SET IN A
 CZ0444'DRILL HOLE IN THE EAST CONCRETE HEADWALL OF THE BRIDGE OVER FORMAN
 CZ0444'WASH.
 CZ0444
 CZ0444                          STATION RECOVERY (2007)
 CZ0444
 CZ0444'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0444'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0444'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79,
 CZ0444'THE MARK IS 0.6 FEET SOUTHEAST OF THE EXPANSION JOINT, AND 0.7 FEET
 CZ0444'ABOVE THE ROAD SURFACE. HANDHELD COORDINATES
 CZ0444'32 40 36.3 (N)   111 04 08.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0596 ***********************************************************************
 DU0596  DESIGNATION -  1612.85
 DU0596  PID         -  DU0596
 DU0596  STATE/COUNTY-  AZ/MARICOPA
 DU0596  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0596
 DU0596                         *CURRENT SURVEY CONTROL
 DU0596  ___________________________________________________________________
 DU0596* NAD 83(1986)-  33 24 54.     (N)    111 35 29.     (W)     SCALED    
 DU0596* NAVD 88     -       492.365  (meters)    1615.37   (feet)  ADJUSTED  
 DU0596  ___________________________________________________________________
 DU0596  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0596  DYNAMIC HT  -         491.771 (meters)    1613.42  (feet)  COMP
 DU0596  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 DU0596
 DU0596  VERT ORDER  -  FIRST     CLASS II
 DU0596
 DU0596.The horizontal coordinates were scaled from a topographic map and have
 DU0596.an estimated accuracy of +/- 6 seconds.
 DU0596
 DU0596.The orthometric height was determined by differential leveling
 DU0596.and adjusted in June 1991.
 DU0596
 DU0596.The geoid height was determined by GEOID03.
 DU0596
 DU0596.The dynamic height is computed by dividing the NAVD 88
 DU0596.geopotential number by the normal gravity value computed on the
 DU0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0596.degrees latitude (g = 980.6199 gals.).
 DU0596
 DU0596.The modeled gravity was interpolated from observed gravity values.
 DU0596
 DU0596;                    North         East    Units  Estimated Accuracy
 DU0596;SPC AZ C     -   267,820.      243,610.      MT  (+/- 180 meters Scaled)
 DU0596
 DU0596                          SUPERSEDED SURVEY CONTROL
 DU0596
 DU0596  NGVD 29 (??/??/92)  491.798  (m)         1613.51   (f) ADJ UNCH    1 2
 DU0596
 DU0596.Superseded values are not recommended for survey control.
 DU0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0596.See file dsdata.txt to determine how the superseded data were derived.
 DU0596
 DU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB450974(NAD 83)
 DU0596_MARKER: DD = SURVEY DISK
 DU0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0596_SP_SET: ABUTMENT
 DU0596_STAMPING: 1612.85 706.50
 DU0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0596+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 DU0596
 DU0596  HISTORY     - Date     Condition        Report By
 DU0596  HISTORY     - UNK      MONUMENTED       AZHD
 DU0596  HISTORY     - 1948     GOOD             NGS
 DU0596  HISTORY     - 1981     GOOD             NGS
 DU0596  HISTORY     - 20061105 GOOD             GEOCAC
 DU0596
 DU0596                          STATION DESCRIPTION
 DU0596
 DU0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0596'2.4 MI W FROM APACHE JUNCTION.
 DU0596'ABOUT 2.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0596'22.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0596'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0596'AND ABOUT 2 FEET BELOW THE HIGHWAY.
 DU0596
 DU0596                          STATION RECOVERY (1981)
 DU0596
 DU0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0596'4.0 KILOMETERS (2.5 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0596'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0596'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0596'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.25 KILOMETER (0.15 MILE)
 DU0596'WEST OF MOUNTAIN ROAD AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH
 DU0596'CENTERLINE OF THE EASTBOUND TRAFFIC LANES OF THE HIGHWAY.
 DU0596'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0596
 DU0596                          STATION RECOVERY (2006)
 DU0596
 DU0596'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0596'RECOVERED AS DESCRIBED. THE CULVERT HEADWALL HAS BEEN UPGRADED TO
 DU0596'CONCRETE, LUCKILY THE MARK WAS SPARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0595 ***********************************************************************
 DU0595  DESIGNATION -  1615.63
 DU0595  PID         -  DU0595
 DU0595  STATE/COUNTY-  AZ/MARICOPA
 DU0595  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0595
 DU0595                         *CURRENT SURVEY CONTROL
 DU0595  ___________________________________________________________________
 DU0595* NAD 83(1986)-  33 24 55.     (N)    111 35 25.     (W)     SCALED    
 DU0595* NAVD 88     -       493.21   (+/-2cm)    1618.1    (feet)  VERTCON   
 DU0595  ___________________________________________________________________
 DU0595  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0595  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0595
 DU0595.The horizontal coordinates were scaled from a topographic map and have
 DU0595.an estimated accuracy of +/- 6 seconds.
 DU0595
 DU0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0595.The vertical order pertains to the NGVD 29 superseded value.
 DU0595
 DU0595.The geoid height was determined by GEOID03.
 DU0595
 DU0595;                    North         East    Units  Estimated Accuracy
 DU0595;SPC AZ C     -   267,850.      243,720.      MT  (+/- 180 meters Scaled)
 DU0595
 DU0595                          SUPERSEDED SURVEY CONTROL
 DU0595
 DU0595  NGVD 29 (??/??/92)  492.645  (m)         1616.29   (f) ADJ UNCH    1 2
 DU0595
 DU0595.Superseded values are not recommended for survey control.
 DU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0595.See file dsdata.txt to determine how the superseded data were derived.
 DU0595
 DU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB451974(NAD 83)
 DU0595_MARKER: DD = SURVEY DISK
 DU0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0595_STAMPING: 1615.63 713.16
 DU0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0595+STABILITY: SURFACE MOTION
 DU0595
 DU0595  HISTORY     - Date     Condition        Report By
 DU0595  HISTORY     - UNK      MONUMENTED       AZHD
 DU0595  HISTORY     - 1948     GOOD             NGS
 DU0595  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0595  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0595
 DU0595                          STATION DESCRIPTION
 DU0595
 DU0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0595'2.3 MI W FROM APACHE JUNCTION.
 DU0595'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0595'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET WEST OF
 DU0595'THE CENTER LINE OF A DRIVEWAY LEADING SOUTH, 7.5 FEET NORTH OF A WIRE
 DU0595'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0595
 DU0595                          STATION RECOVERY (1981)
 DU0595
 DU0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0595'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0595
 DU0595                          STATION RECOVERY (2008)
 DU0595
 DU0595'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0595'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0595'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0595'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0594 ***********************************************************************
 DU0594  DESIGNATION -  1616.04
 DU0594  PID         -  DU0594
 DU0594  STATE/COUNTY-  AZ/MARICOPA
 DU0594  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0594
 DU0594                         *CURRENT SURVEY CONTROL
 DU0594  ___________________________________________________________________
 DU0594* NAD 83(1986)-  33 24 55.     (N)    111 35 25.     (W)     SCALED    
 DU0594* NAVD 88     -       493.34   (+/-2cm)    1618.6    (feet)  VERTCON   
 DU0594  ___________________________________________________________________
 DU0594  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0594  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0594
 DU0594.The horizontal coordinates were scaled from a topographic map and have
 DU0594.an estimated accuracy of +/- 6 seconds.
 DU0594
 DU0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0594.The vertical order pertains to the NGVD 29 superseded value.
 DU0594
 DU0594.The geoid height was determined by GEOID03.
 DU0594
 DU0594;                    North         East    Units  Estimated Accuracy
 DU0594;SPC AZ C     -   267,850.      243,720.      MT  (+/- 180 meters Scaled)
 DU0594
 DU0594                          SUPERSEDED SURVEY CONTROL
 DU0594
 DU0594  NGVD 29 (??/??/92)  492.769  (m)         1616.69   (f) ADJ UNCH    1 2
 DU0594
 DU0594.Superseded values are not recommended for survey control.
 DU0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0594.See file dsdata.txt to determine how the superseded data were derived.
 DU0594
 DU0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB451974(NAD 83)
 DU0594_MARKER: DD = SURVEY DISK
 DU0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0594_STAMPING: 1616.04 713.16
 DU0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0594+STABILITY: SURFACE MOTION
 DU0594
 DU0594  HISTORY     - Date     Condition        Report By
 DU0594  HISTORY     - UNK      MONUMENTED       AZHD
 DU0594  HISTORY     - 1948     GOOD             NGS
 DU0594  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0594  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0594
 DU0594                          STATION DESCRIPTION
 DU0594
 DU0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0594'2.3 MI W FROM APACHE JUNCTION.
 DU0594'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0594'54.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0594'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FEET LOWER THAN THE
 DU0594'HIGHWAY.
 DU0594
 DU0594                          STATION RECOVERY (1981)
 DU0594
 DU0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0594'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0594
 DU0594                          STATION RECOVERY (2008)
 DU0594
 DU0594'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0594'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0594'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0594'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0593 ***********************************************************************
 DU0593  DESIGNATION -  1617.70
 DU0593  PID         -  DU0593
 DU0593  STATE/COUNTY-  AZ/MARICOPA
 DU0593  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0593
 DU0593                         *CURRENT SURVEY CONTROL
 DU0593  ___________________________________________________________________
 DU0593* NAD 83(1986)-  33 24 54.     (N)    111 35 18.     (W)     SCALED    
 DU0593* NAVD 88     -       493.850  (meters)    1620.24   (feet)  ADJUSTED  
 DU0593  ___________________________________________________________________
 DU0593  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU0593  DYNAMIC HT  -         493.253 (meters)    1618.28  (feet)  COMP
 DU0593  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 DU0593
 DU0593  VERT ORDER  -  FIRST     CLASS II
 DU0593
 DU0593.The horizontal coordinates were scaled from a topographic map and have
 DU0593.an estimated accuracy of +/- 6 seconds.
 DU0593
 DU0593.The orthometric height was determined by differential leveling
 DU0593.and adjusted in June 1991.
 DU0593
 DU0593.The geoid height was determined by GEOID03.
 DU0593
 DU0593.The dynamic height is computed by dividing the NAVD 88
 DU0593.geopotential number by the normal gravity value computed on the
 DU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0593.degrees latitude (g = 980.6199 gals.).
 DU0593
 DU0593.The modeled gravity was interpolated from observed gravity values.
 DU0593
 DU0593;                    North         East    Units  Estimated Accuracy
 DU0593;SPC AZ C     -   267,820.      243,900.      MT  (+/- 180 meters Scaled)
 DU0593
 DU0593                          SUPERSEDED SURVEY CONTROL
 DU0593
 DU0593  NGVD 29 (??/??/92)  493.277  (m)         1618.36   (f) ADJ UNCH    1 2
 DU0593
 DU0593.Superseded values are not recommended for survey control.
 DU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0593.See file dsdata.txt to determine how the superseded data were derived.
 DU0593
 DU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB452974(NAD 83)
 DU0593_MARKER: DD = SURVEY DISK
 DU0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0593_SP_SET: ABUTMENT
 DU0593_STAMPING: 1617.70 715.00
 DU0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0593+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 DU0593
 DU0593  HISTORY     - Date     Condition        Report By
 DU0593  HISTORY     - UNK      MONUMENTED       AZHD
 DU0593  HISTORY     - 1948     GOOD             NGS
 DU0593  HISTORY     - 1981     GOOD             NGS
 DU0593  HISTORY     - 20021115 GOOD             MCDOT
 DU0593  HISTORY     - 20061105 GOOD             GEOCAC
 DU0593
 DU0593                          STATION DESCRIPTION
 DU0593
 DU0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0593'2.3 MI W FROM APACHE JUNCTION.
 DU0593'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0593'21.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ST ON TOP AND AT
 DU0593'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A WASH
 DU0593'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 DU0593
 DU0593                          STATION RECOVERY (1981)
 DU0593
 DU0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0593'3.8 KILOMETERS (2.35 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0593'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0593'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0593'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 5.0 METERS (16.5 FEET) NORTH
 DU0593'OF THE NORTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANES AND
 DU0593'52.4 METERS (172.0 FEET) EAST OF THE CENTERLINE OF MOUNTAIN ROAD.
 DU0593'THE MARK IS 0.6 M BELOW HIGHWAY CENTERLINE.
 DU0593
 DU0593                          STATION RECOVERY (2002)
 DU0593
 DU0593'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0593'USING RTK GPS AND THE GDACS VERTICAL ADJUSTMENT WE MISSING THE
 DU0593'PUBLISHED ELEVATION BY 0.18 FT. THE GRS80 LATITUDE 33 24 54.50269 N
 DU0593'AND LONGITUDE IS 111 35 19.48091W.
 DU0593
 DU0593                          STATION RECOVERY (2006)
 DU0593
 DU0593'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0593'RECOVERED AS DESCRIBED. THE CULVERT HEADWALL HAS BEEN UPGRADED TO
 DU0593'CONCRETE, LUCKILY THE MARK WAS SPARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1314 ***********************************************************************
 DW1314  DESIGNATION -  1618.01
 DW1314  PID         -  DW1314
 DW1314  STATE/COUNTY-  AZ/LA PAZ
 DW1314  USGS QUAD   -  PLOMOSA PASS (1990)
 DW1314
 DW1314                         *CURRENT SURVEY CONTROL
 DW1314  ___________________________________________________________________
 DW1314* NAD 83(1986)-  33 39 49.     (N)    114 01 29.     (W)     SCALED    
 DW1314* NAVD 88     -       493.967  (meters)    1620.62   (feet)  ADJUSTED  
 DW1314  ___________________________________________________________________
 DW1314  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DW1314  DYNAMIC HT  -         493.395 (meters)    1618.75  (feet)  COMP
 DW1314  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DW1314
 DW1314  VERT ORDER  -  FIRST     CLASS II
 DW1314
 DW1314.The horizontal coordinates were scaled from a topographic map and have
 DW1314.an estimated accuracy of +/- 6 seconds.
 DW1314
 DW1314.The orthometric height was determined by differential leveling
 DW1314.and adjusted in June 1991.
 DW1314
 DW1314.The geoid height was determined by GEOID03.
 DW1314
 DW1314.The dynamic height is computed by dividing the NAVD 88
 DW1314.geopotential number by the normal gravity value computed on the
 DW1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1314.degrees latitude (g = 980.6199 gals.).
 DW1314
 DW1314.The modeled gravity was interpolated from observed gravity values.
 DW1314
 DW1314;                    North         East    Units  Estimated Accuracy
 DW1314;SPC AZ W     -   295,390.      187,880.      MT  (+/- 180 meters Scaled)
 DW1314
 DW1314                          SUPERSEDED SURVEY CONTROL
 DW1314
 DW1314.No superseded survey control is available for this station.
 DW1314
 DW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT758288(NAD 83)
 DW1314_MARKER: DB = BENCH MARK DISK
 DW1314_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DW1314_SP_SET: BRIDGE HEADWALL
 DW1314_STAMPING: ELEV 1681.01 1596+00 73
 DW1314_MARK LOGO: AZHD  
 DW1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1314
 DW1314  HISTORY     - Date     Condition        Report By
 DW1314  HISTORY     - 1973     MONUMENTED       AZHD
 DW1314  HISTORY     - 1981     GOOD             NGS
 DW1314
 DW1314                          STATION DESCRIPTION
 DW1314
 DW1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1314'18.7 KM (11.65 MI) EAST FROM QUARTZSITE.
 DW1314'18.7 KM (11.65 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1314'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.55 KM (0.35 MI) SOUTHEAST OF
 DW1314'HIGHWAY MILEPOST 30, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL
 DW1314'OF A DOUBLE CHANNEL BRIDGE UNDER THE WEST-BOUND LANES OF THE HIGHWAY,
 DW1314'12.8 METERS (42.0 FT) NORTHEAST OF THE CENTERLINE OF THE WEST-BOUND
 DW1314'LANES.
 DW1314'THE MARK IS 0.5 M BELOW THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0074 ***********************************************************************
 CH0074  DESIGNATION -  1618.39
 CH0074  PID         -  CH0074
 CH0074  STATE/COUNTY-  AZ/PIMA
 CH0074  USGS QUAD   -  LUKEVILLE (1988)
 CH0074
 CH0074                         *CURRENT SURVEY CONTROL
 CH0074  ___________________________________________________________________
 CH0074* NAD 83(1986)-  31 56 01.     (N)    112 48 03.     (W)     SCALED    
 CH0074* NAVD 88     -       493.470  (meters)    1618.99   (feet)  ADJUSTED  
 CH0074  ___________________________________________________________________
 CH0074  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 CH0074  DYNAMIC HT  -         492.825 (meters)    1616.88  (feet)  COMP
 CH0074  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 CH0074
 CH0074  VERT ORDER  -  FIRST     CLASS II
 CH0074
 CH0074.The horizontal coordinates were scaled from a topographic map and have
 CH0074.an estimated accuracy of +/- 6 seconds.
 CH0074
 CH0074.The orthometric height was determined by differential leveling
 CH0074.and adjusted in June 1991.
 CH0074
 CH0074.The geoid height was determined by GEOID03.
 CH0074
 CH0074.The dynamic height is computed by dividing the NAVD 88
 CH0074.geopotential number by the normal gravity value computed on the
 CH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0074.degrees latitude (g = 980.6199 gals.).
 CH0074
 CH0074.The modeled gravity was interpolated from observed gravity values.
 CH0074
 CH0074;                    North         East    Units  Estimated Accuracy
 CH0074;SPC AZ C     -   103,850.      129,760.      MT  (+/- 180 meters Scaled)
 CH0074
 CH0074                          SUPERSEDED SURVEY CONTROL
 CH0074
 CH0074  NGVD 29 (??/??/92)  492.720  (m)         1616.53   (f) ADJ UNCH    1 2
 CH0074
 CH0074.Superseded values are not recommended for survey control.
 CH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0074.See file dsdata.txt to determine how the superseded data were derived.
 CH0074
 CH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA297344(NAD 83)
 CH0074_MARKER: DD = SURVEY DISK
 CH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0074_STAMPING: 204 40.61 1618.39 1A
 CH0074_PROJECTION: PROJECTING 10 CENTIMETERS
 CH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0074+STABILITY: SURFACE MOTION
 CH0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0074+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0074
 CH0074  HISTORY     - Date     Condition        Report By
 CH0074  HISTORY     - UNK      MONUMENTED       USDA
 CH0074  HISTORY     - 1953     GOOD             NGS
 CH0074  HISTORY     - 1981     GOOD             NGS
 CH0074  HISTORY     - 19941110 GOOD             USPSQD
 CH0074  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 CH0074  HISTORY     - 20061112 GOOD             USPSQD
 CH0074
 CH0074                          STATION DESCRIPTION
 CH0074
 CH0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0074'3.9 MI N FROM LUKEVILLE.
 CH0074'3.9 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY, AT THE SOUTH END OF A
 CH0074'TURN IN THE HIGHWAY, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CH0074'1.5 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 CH0074'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CH0074'ABOVE THE GROUND.
 CH0074
 CH0074                          STATION RECOVERY (1981)
 CH0074
 CH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0074'6.05 KM (3.75 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 CH0074'OFFICE IN LUKEVILLE, 0.6 KM (0.4 MI) NORTHEAST OF HIGHWAY MILEPOST 77,
 CH0074'AT A HIGHWAY TURNOUT, 15.2 M (50.0 FT) NORTHWEST OF THE CENTERLINE
 CH0074'OF THE HIGHWAY, 58.2 M (191 FT) NORTHEAST OF THE EXTENDED CENTERLINE
 CH0074'OF A SERVICE ROAD LEADING SOUTHEAST.
 CH0074'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CH0074'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 CH0074
 CH0074                          STATION RECOVERY (1994)
 CH0074
 CH0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0074'RECOVERED IN GOOD CONDITION.
 CH0074
 CH0074                          STATION RECOVERY (1997)
 CH0074
 CH0074'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0074'MARK NOT FOUND.
 CH0074
 CH0074                          STATION RECOVERY (2006)
 CH0074
 CH0074'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0491 ***********************************************************************
 GQ0491  DESIGNATION -  162 DOR
 GQ0491  PID         -  GQ0491
 GQ0491  STATE/COUNTY-  AZ/MOHAVE
 GQ0491  USGS QUAD   -  POVERTY SPRING (1971)
 GQ0491
 GQ0491                         *CURRENT SURVEY CONTROL
 GQ0491  ___________________________________________________________________
 GQ0491* NAD 83(1986)-  36 22 41.     (N)    113 36 18.     (W)     SCALED    
 GQ0491* NAVD 88     -      1810.485  (meters)    5939.90   (feet)  POSTED    
 GQ0491  ___________________________________________________________________
 GQ0491  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 GQ0491  DYNAMIC HT  -        1808.280 (meters)    5932.67  (feet)  COMP
 GQ0491  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 GQ0491
 GQ0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0491
 GQ0491.The horizontal coordinates were scaled from a topographic map and have
 GQ0491.an estimated accuracy of +/- 6 seconds.
 GQ0491
 GQ0491.The orthometric height was determined by differential leveling
 GQ0491.and adjusted by the  in 1992.
 GQ0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0491.rate of 0.0 thru 1.0 mm/km.
 GQ0491
 GQ0491.The geoid height was determined by GEOID03.
 GQ0491
 GQ0491.The dynamic height is computed by dividing the NAVD 88
 GQ0491.geopotential number by the normal gravity value computed on the
 GQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0491.degrees latitude (g = 980.6199 gals.).
 GQ0491
 GQ0491.The modeled gravity was interpolated from observed gravity values.
 GQ0491
 GQ0491;                    North         East    Units  Estimated Accuracy
 GQ0491;SPC AZ W     -   596,490.      226,370.      MT  (+/- 180 meters Scaled)
 GQ0491
 GQ0491                          SUPERSEDED SURVEY CONTROL
 GQ0491
 GQ0491.No superseded survey control is available for this station.
 GQ0491
 GQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF663290(NAD 83)
 GQ0491_MARKER: DB = BENCH MARK DISK
 GQ0491_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0491_SP_SET: ROCK OUTCROP
 GQ0491_STAMPING: 162 DOR 1970 5937
 GQ0491_MARK LOGO: USGS  
 GQ0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0491+STABILITY: POSITION/ELEVATION WELL
 GQ0491
 GQ0491  HISTORY     - Date     Condition        Report By
 GQ0491  HISTORY     - 1970     MONUMENTED       USGS
 GQ0491
 GQ0491                          STATION DESCRIPTION
 GQ0491
 GQ0491'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0491'105.9 KM (65.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0491'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0491'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0491'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0491'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 19.9 MILES SOUTHWEST TO THE
 GQ0491'TOP OF A SLIGHT RISE, 0.2 MILES NORTHEAST OF A Y-ROAD JUNCTION
 GQ0491'LEADING EAST.
 GQ0491'THE MARK IS 1.5 FT  S FROM  A WITNESS POST
 GQ0491'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0580 ***********************************************************************
 FS0580  DESIGNATION -  162+87.0
 FS0580  PID         -  FS0580
 FS0580  STATE/COUNTY-  AZ/MOHAVE
 FS0580  USGS QUAD   -  KINGMAN (1980)
 FS0580
 FS0580                         *CURRENT SURVEY CONTROL
 FS0580  ___________________________________________________________________
 FS0580* NAD 83(1986)-  35 13 01.     (N)    114 00 40.     (W)     SCALED    
 FS0580* NAVD 88     -      1054.940  (meters)    3461.08   (feet)  ADJUSTED  
 FS0580  ___________________________________________________________________
 FS0580  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0580  DYNAMIC HT  -        1053.688 (meters)    3456.97  (feet)  COMP
 FS0580  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FS0580
 FS0580  VERT ORDER  -  FIRST     CLASS II
 FS0580
 FS0580.The horizontal coordinates were scaled from a topographic map and have
 FS0580.an estimated accuracy of +/- 6 seconds.
 FS0580
 FS0580.The orthometric height was determined by differential leveling
 FS0580.and adjusted in June 1991.
 FS0580
 FS0580.The geoid height was determined by GEOID03.
 FS0580
 FS0580.The dynamic height is computed by dividing the NAVD 88
 FS0580.geopotential number by the normal gravity value computed on the
 FS0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0580.degrees latitude (g = 980.6199 gals.).
 FS0580
 FS0580.The modeled gravity was interpolated from observed gravity values.
 FS0580
 FS0580;                    North         East    Units  Estimated Accuracy
 FS0580;SPC AZ W     -   467,690.      189,590.      MT  (+/- 180 meters Scaled)
 FS0580
 FS0580                          SUPERSEDED SURVEY CONTROL
 FS0580
 FS0580  NGVD 29 (??/??/92) 1054.130  (m)         3458.42   (f) ADJ UNCH    1 2
 FS0580
 FS0580.Superseded values are not recommended for survey control.
 FS0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0580.See file dsdata.txt to determine how the superseded data were derived.
 FS0580
 FS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV720011(NAD 83)
 FS0580_MARKER: DD = SURVEY DISK
 FS0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0580_SP_SET: CULVERT
 FS0580_STAMPING: 3458.74 162+87.0 34
 FS0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0580
 FS0580  HISTORY     - Date     Condition        Report By
 FS0580  HISTORY     - UNK      MONUMENTED       AZHD
 FS0580  HISTORY     - 1935     GOOD             NGS
 FS0580  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0580  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0580
 FS0580                          STATION DESCRIPTION
 FS0580
 FS0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0580'4 MI NE FROM KINGMAN.
 FS0580'4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FS0580'RAILWAY FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 250 FEET
 FS0580'NORTHEAST OF THE MAIN GATE AT PORT KINGMAN AIRPORT (ABANDONED),
 FS0580'AT A PIPE CULVERT UNDER U.S. HIGHWAY 66, IN THE CENTER OF THE
 FS0580'TOP OF THE SOUTHEAST HEADWALL, 20 FEET SOUTHWEST OF THE
 FS0580'CENTERLINE OF A SIDE ROAD LEADING EAST TO THE TRACK, AND 16
 FS0580'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  AN ARIZONA
 FS0580'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3458.74 162+87.0
 FS0580'34.
 FS0580
 FS0580                          STATION RECOVERY (1966)
 FS0580
 FS0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0580'MARK NOT FOUND.
 FS0580
 FS0580                          STATION RECOVERY (1982)
 FS0580
 FS0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0580'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0592 ***********************************************************************
 DU0592  DESIGNATION -  1626.01
 DU0592  PID         -  DU0592
 DU0592  STATE/COUNTY-  AZ/MARICOPA
 DU0592  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0592
 DU0592                         *CURRENT SURVEY CONTROL
 DU0592  ___________________________________________________________________
 DU0592* NAD 83(1986)-  33 24 54.     (N)    111 35 05.     (W)     SCALED    
 DU0592* NAVD 88     -       496.380  (meters)    1628.54   (feet)  ADJUSTED  
 DU0592  ___________________________________________________________________
 DU0592  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0592  DYNAMIC HT  -         495.779 (meters)    1626.57  (feet)  COMP
 DU0592  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 DU0592
 DU0592  VERT ORDER  -  FIRST     CLASS II
 DU0592
 DU0592.The horizontal coordinates were scaled from a topographic map and have
 DU0592.an estimated accuracy of +/- 6 seconds.
 DU0592
 DU0592.The orthometric height was determined by differential leveling
 DU0592.and adjusted in June 1991.
 DU0592
 DU0592.The geoid height was determined by GEOID03.
 DU0592
 DU0592.The dynamic height is computed by dividing the NAVD 88
 DU0592.geopotential number by the normal gravity value computed on the
 DU0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0592.degrees latitude (g = 980.6199 gals.).
 DU0592
 DU0592.The modeled gravity was interpolated from observed gravity values.
 DU0592
 DU0592;                    North         East    Units  Estimated Accuracy
 DU0592;SPC AZ C     -   267,820.      244,230.      MT  (+/- 180 meters Scaled)
 DU0592
 DU0592                          SUPERSEDED SURVEY CONTROL
 DU0592
 DU0592  NGVD 29 (??/??/92)  495.809  (m)         1626.67   (f) ADJ UNCH    1 2
 DU0592
 DU0592.Superseded values are not recommended for survey control.
 DU0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0592.See file dsdata.txt to determine how the superseded data were derived.
 DU0592
 DU0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB456974(NAD 83)
 DU0592_MARKER: DD = SURVEY DISK
 DU0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0592_SP_SET: ABUTMENT
 DU0592_STAMPING: 1626.01 727.25
 DU0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0592+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 DU0592
 DU0592  HISTORY     - Date     Condition        Report By
 DU0592  HISTORY     - UNK      MONUMENTED       AZHD
 DU0592  HISTORY     - 1948     GOOD             NGS
 DU0592  HISTORY     - 1981     GOOD             NGS
 DU0592  HISTORY     - 20061105 GOOD             GEOCAC
 DU0592
 DU0592                          STATION DESCRIPTION
 DU0592
 DU0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0592'2.1 MI W FROM APACHE JUNCTION.
 DU0592'ABOUT 2.1 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0592'ABOUT 0.3 MILE WEST OF THE PINAL-MARICOPA COUNTY LINE, 21.6 FEET NORTH
 DU0592'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST
 DU0592'CORNER OF THE CONCRETE ABUTMENT OF A SMALL BRIDGE OVER A WASH AND 2
 DU0592'FEET LOWER THAN THE HIGHWAY.
 DU0592
 DU0592                          STATION RECOVERY (1981)
 DU0592
 DU0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0592'3.4 KILOMETERS (2.15 MILES) WEST ALONG U.S. HIGHWAY 60, 80, AND 89
 DU0592'FROM THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION,
 DU0592'IN TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.8 X 1 METER
 DU0592'(8 X 3 FEET) BOX CULVERT WITH A WOODEN HEADWALL AND SOUTH-SOUTHEAST
 DU0592'ACROSS THE WESTBOUND HIGHWAY LANES FROM NIELSON BUILDING MATERIALS
 DU0592'STORE, 0.5 KILOMETER (0.3 MILE) WEST OF THE PINAL-MARICOPA COUNTY
 DU0592'LINE AND 5.0 METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0592'EASTBOUND HIGHWAY TRAFFIC LANES.
 DU0592'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU0592
 DU0592                          STATION RECOVERY (2006)
 DU0592
 DU0592'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0592'RECOVERED AS DESCRIBED. THE CULVERT HEADWALL HAS BEEN UPGRADED TO
 DU0592'CONCRETE, LUCKILY THE MARK WAS SPARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0492 ***********************************************************************
 GQ0492  DESIGNATION -  163 DOR
 GQ0492  PID         -  GQ0492
 GQ0492  STATE/COUNTY-  AZ/MOHAVE
 GQ0492  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0492
 GQ0492                         *CURRENT SURVEY CONTROL
 GQ0492  ___________________________________________________________________
 GQ0492* NAD 83(1986)-  36 22 17.     (N)    113 36 50.     (W)     SCALED    
 GQ0492* NAVD 88     -      1800.783  (meters)    5908.07   (feet)  POSTED    
 GQ0492  ___________________________________________________________________
 GQ0492  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 GQ0492  DYNAMIC HT  -        1798.590 (meters)    5900.87  (feet)  COMP
 GQ0492  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 GQ0492
 GQ0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0492
 GQ0492.The horizontal coordinates were scaled from a topographic map and have
 GQ0492.an estimated accuracy of +/- 6 seconds.
 GQ0492
 GQ0492.The orthometric height was determined by differential leveling
 GQ0492.and adjusted by the  in 1992.
 GQ0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0492.rate of 0.0 thru 1.0 mm/km.
 GQ0492
 GQ0492.The geoid height was determined by GEOID03.
 GQ0492
 GQ0492.The dynamic height is computed by dividing the NAVD 88
 GQ0492.geopotential number by the normal gravity value computed on the
 GQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0492.degrees latitude (g = 980.6199 gals.).
 GQ0492
 GQ0492.The modeled gravity was interpolated from observed gravity values.
 GQ0492
 GQ0492;                    North         East    Units  Estimated Accuracy
 GQ0492;SPC AZ W     -   595,750.      225,570.      MT  (+/- 180 meters Scaled)
 GQ0492
 GQ0492                          SUPERSEDED SURVEY CONTROL
 GQ0492
 GQ0492.No superseded survey control is available for this station.
 GQ0492
 GQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF655283(NAD 83)
 GQ0492_MARKER: DB = BENCH MARK DISK
 GQ0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0492_SP_SET: COPPER-CLAD STEEL ROD
 GQ0492_STAMPING: 163 DOR 1970
 GQ0492_MARK LOGO: USGS  
 GQ0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0492
 GQ0492  HISTORY     - Date     Condition        Report By
 GQ0492  HISTORY     - 1970     MONUMENTED       USGS
 GQ0492
 GQ0492                          STATION DESCRIPTION
 GQ0492
 GQ0492'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0492'107.5 KM (66.8 MI) SOUTH FROM ST GEORGE UT.
 GQ0492'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0492'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0492'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0492'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 20.9 MILES SOUTHWEST, 50 FEET
 GQ0492'SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0492'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1079 ***********************************************************************
 DA1079  DESIGNATION -  1630+58.6
 DA1079  PID         -  DA1079
 DA1079  STATE/COUNTY-  AZ/YUMA
 DA1079  USGS QUAD   -  MOHAWK (1982)
 DA1079
 DA1079                         *CURRENT SURVEY CONTROL
 DA1079  ___________________________________________________________________
 DA1079* NAD 83(1986)-  32 43 16.     (N)    113 47 40.     (W)     SCALED    
 DA1079* NAVD 88     -       134.409  (meters)     440.97   (feet)  ADJUSTED  
 DA1079  ___________________________________________________________________
 DA1079  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA1079  DYNAMIC HT  -         134.257 (meters)     440.47  (feet)  COMP
 DA1079  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 DA1079
 DA1079  VERT ORDER  -  FIRST     CLASS II
 DA1079
 DA1079.The horizontal coordinates were scaled from a topographic map and have
 DA1079.an estimated accuracy of +/- 6 seconds.
 DA1079
 DA1079.The orthometric height was determined by differential leveling
 DA1079.and adjusted in June 1991.
 DA1079
 DA1079.The geoid height was determined by GEOID03.
 DA1079
 DA1079.The dynamic height is computed by dividing the NAVD 88
 DA1079.geopotential number by the normal gravity value computed on the
 DA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1079.degrees latitude (g = 980.6199 gals.).
 DA1079
 DA1079.The modeled gravity was interpolated from observed gravity values.
 DA1079
 DA1079;                    North         East    Units  Estimated Accuracy
 DA1079;SPC AZ W     -   190,830.      209,190.      MT  (+/- 180 meters Scaled)
 DA1079
 DA1079                          SUPERSEDED SURVEY CONTROL
 DA1079
 DA1079  NGVD 29 (??/??/92)  133.782  (m)          438.92   (f) ADJ UNCH    1 2
 DA1079
 DA1079.Superseded values are not recommended for survey control.
 DA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1079.See file dsdata.txt to determine how the superseded data were derived.
 DA1079
 DA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB380238(NAD 83)
 DA1079_MARKER: DD = SURVEY DISK
 DA1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1079_SP_SET: BRIDGE
 DA1079_MARK LOGO: AZHD  
 DA1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1079
 DA1079  HISTORY     - Date     Condition        Report By
 DA1079  HISTORY     - UNK      MONUMENTED       AZHD
 DA1079  HISTORY     - 1960     GOOD             NGS
 DA1079  HISTORY     - 1981     GOOD             NGS
 DA1079  HISTORY     - 1981     GOOD             NGS
 DA1079  HISTORY     - 20090206 MARK NOT FOUND   GEOCAC
 DA1079
 DA1079                          STATION DESCRIPTION
 DA1079
 DA1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1079'2.4 MI W FROM MOHAWK LODGE.
 DA1079'2.4 MILE ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 100 YARDS EAST FROM
 DA1079'HIGHWAY MILE POST 54, 0.1 MILE WEST FROM THE OWL SERVICE STATION, 36
 DA1079'FEET SOUTH FROM THE CENTERLINE OF THE HIGHWAY, IN THE TOP AND CENTER
 DA1079'OF THE SOUTH GUARDRAIL OF A HIGHWAY BRIDGE, 10-INCHES ABOVE THE
 DA1079'HIGHWAY SURFACE, STAMPED AT NOTED ABOVE.
 DA1079
 DA1079                          STATION RECOVERY (1981)
 DA1079
 DA1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1079'15.2 KM (9.45 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1079'OFFICE IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF HIGHWAY MILEPOST 54,
 DA1079'0.2 KM (0.1 MI) SOUTHWEST OF AN ABANDONED GAS STATION, SET IN THE TOP
 DA1079'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 11.0 M (36.0 FT)
 DA1079'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) NORTHEAST
 DA1079'OF THE SOUTHWEST END OF THE HEADWALL, 7.0 M (23.0 FT) SOUTHWEST OF THE
 DA1079'NORTHEAST END OF THE HEADWALL.
 DA1079'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1079
 DA1079                          STATION RECOVERY (1981)
 DA1079
 DA1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1079'15.2 KM (9.45 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1079'OFFICE IN TACNA, 0.2 KM (0.1 MI) NORTHEAST OF HIGHWAY MILEPOST 54,
 DA1079'0.2 KM (0.1 MI) SOUTHWEST OF AN ABANDONED GAS STATION, SET IN THE TOP
 DA1079'CENTER OF THE SOUTHEAST HEADWALL OF A HIGHWAY BRIDGE, 11.0 M (36.0 FT)
 DA1079'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) NORTHEAST
 DA1079'OF THE SOUTHWEST END OF THE HEADWALL, 7.0 M (23.0 FT) SOUTHWEST OF THE
 DA1079'NORTHEAST END OF THE HEADWALL.
 DA1079'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 DA1079
 DA1079                          STATION RECOVERY (2009)
 DA1079
 DA1079'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1079'LOCATED THE CORRECT CULVERT BUT THE DISK HAS BEEN PRIED OUT OF
 DA1079'ITS SETTING. DRILL AND DISK IMPRESSION STILL EVIDENT.  HANDHELD
 DA1079'GPSR (HH2) INDICATED COORDINATES OF N 32 43' 17.1 W 113 47' 39.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1517 ***********************************************************************
 CZ1517  DESIGNATION -  1630.19
 CZ1517  PID         -  CZ1517
 CZ1517  STATE/COUNTY-  AZ/PINAL
 CZ1517  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1517
 CZ1517                         *CURRENT SURVEY CONTROL
 CZ1517  ___________________________________________________________________
 CZ1517* NAD 83(1986)-  32 42 26.     (N)    111 29 10.     (W)     SCALED    
 CZ1517* NAVD 88     -       495.80   (+/-2cm)    1626.6    (feet)  VERTCON   
 CZ1517  ___________________________________________________________________
 CZ1517  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ1517  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1517
 CZ1517.The horizontal coordinates were scaled from a topographic map and have
 CZ1517.an estimated accuracy of +/- 6 seconds.
 CZ1517
 CZ1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1517.The vertical order pertains to the NGVD 29 superseded value.
 CZ1517
 CZ1517.The geoid height was determined by GEOID03.
 CZ1517
 CZ1517;                    North         East    Units  Estimated Accuracy
 CZ1517;SPC AZ C     -   189,370.      253,730.      MT  (+/- 180 meters Scaled)
 CZ1517
 CZ1517                          SUPERSEDED SURVEY CONTROL
 CZ1517
 CZ1517  NGVD 29 (??/??/92)  495.235  (m)         1624.78   (f) ADJ UNCH    1 2
 CZ1517
 CZ1517.Superseded values are not recommended for survey control.
 CZ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1517.See file dsdata.txt to determine how the superseded data were derived.
 CZ1517
 CZ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB544189(NAD 83)
 CZ1517_MARKER: DD = SURVEY DISK
 CZ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1517_STAMPING: 1630.19
 CZ1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1517+STABILITY: SURFACE MOTION
 CZ1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1517+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2008
 CZ1517
 CZ1517  HISTORY     - Date     Condition        Report By
 CZ1517  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1517  HISTORY     - 1975     GOOD             AZDT
 CZ1517  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1517  HISTORY     - 20080516 GOOD             INDIV
 CZ1517
 CZ1517                          STATION DESCRIPTION
 CZ1517
 CZ1517'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1517'0.65 MI SE FROM PICACHO.
 CZ1517'FROM MILEPOST 213, I-10, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1517'THE STATION ON THE LEFT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A
 CZ1517'P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST,
 CZ1517'UP 0.45 FT.
 CZ1517
 CZ1517                          STATION RECOVERY (2007)
 CZ1517
 CZ1517'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1517'MARK NOT FOUND.
 CZ1517
 CZ1517                          STATION RECOVERY (2008)
 CZ1517
 CZ1517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WGH)
 CZ1517'REPORTED AS NOT FOUND IN 2007.  RECOVERED AS DESCRIBED.  CONFUSION
 CZ1517'APPARENTLY RESULTS FROM DECRIPTION OF MARK BEING LOCATED UNDER I-10
 CZ1517'RIGHT OF WAY FENCE.  RIGHT OF WAY FENCE DESCRIBED RUNS SOUTH OF
 CZ1517'FRONTAGE ROAD AND IS NOT THE FENCE BETWEEN INTERSTATE 10 AND FRONTAGE
 CZ1517'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0086 ***********************************************************************
 DA0086  DESIGNATION -  1630.77
 DA0086  PID         -  DA0086
 DA0086  STATE/COUNTY-  AZ/PINAL
 DA0086  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0086
 DA0086                         *CURRENT SURVEY CONTROL
 DA0086  ___________________________________________________________________
 DA0086* NAD 83(1986)-  32 50 42.     (N)    112 05 52.     (W)     SCALED    
 DA0086* NAVD 88     -       497.74   (+/-2cm)    1633.0    (feet)  VERTCON   
 DA0086  ___________________________________________________________________
 DA0086  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DA0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0086
 DA0086.The horizontal coordinates were scaled from a topographic map and have
 DA0086.an estimated accuracy of +/- 6 seconds.
 DA0086
 DA0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0086.The vertical order pertains to the NGVD 29 superseded value.
 DA0086
 DA0086.The geoid height was determined by GEOID03.
 DA0086
 DA0086;                    North         East    Units  Estimated Accuracy
 DA0086;SPC AZ C     -   204,580.      196,410.      MT  (+/- 180 meters Scaled)
 DA0086
 DA0086                          SUPERSEDED SURVEY CONTROL
 DA0086
 DA0086  NGVD 29 (??/??/92)  497.116  (m)         1630.95   (f) ADJ UNCH    2 0
 DA0086
 DA0086.Superseded values are not recommended for survey control.
 DA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0086.See file dsdata.txt to determine how the superseded data were derived.
 DA0086
 DA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB972346(NAD 83)
 DA0086_MARKER: DD = SURVEY DISK
 DA0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0086_SP_SET: BRIDGE
 DA0086_STAMPING: 1630.77 1999+40.6 1934
 DA0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0086
 DA0086  HISTORY     - Date     Condition        Report By
 DA0086  HISTORY     - 1934     MONUMENTED       AZHD
 DA0086  HISTORY     - 1960     GOOD             NGS
 DA0086  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0086
 DA0086                          STATION DESCRIPTION
 DA0086
 DA0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0086'8.3 MI W FROM STANFIELD.
 DA0086'8.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0086'STANFIELD, PINAL COUNTY, 1.2 MILES WEST OF THE ORANGE VALLEY SERVICE
 DA0086'STATION, AT A CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE
 DA0086'SOUTH HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 DA0086'STAMPED 1630.77 1999+40.6 1934.  NOTE-- NEW BRIDGE WORK AT SITE, NEW
 DA0086'AHD TABLET.
 DA0086
 DA0086                          STATION RECOVERY (1963)
 DA0086
 DA0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0591 ***********************************************************************
 DU0591  DESIGNATION -  1632.39
 DU0591  PID         -  DU0591
 DU0591  STATE/COUNTY-  AZ/MARICOPA
 DU0591  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0591
 DU0591                         *CURRENT SURVEY CONTROL
 DU0591  ___________________________________________________________________
 DU0591* NAD 83(1986)-  33 24 54.     (N)    111 34 53.     (W)     SCALED    
 DU0591* NAVD 88     -       498.330  (meters)    1634.94   (feet)  ADJUSTED  
 DU0591  ___________________________________________________________________
 DU0591  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0591  DYNAMIC HT  -         497.727 (meters)    1632.96  (feet)  COMP
 DU0591  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 DU0591
 DU0591  VERT ORDER  -  FIRST     CLASS II
 DU0591
 DU0591.The horizontal coordinates were scaled from a topographic map and have
 DU0591.an estimated accuracy of +/- 6 seconds.
 DU0591
 DU0591.The orthometric height was determined by differential leveling
 DU0591.and adjusted in June 1991.
 DU0591
 DU0591.The geoid height was determined by GEOID03.
 DU0591
 DU0591.The dynamic height is computed by dividing the NAVD 88
 DU0591.geopotential number by the normal gravity value computed on the
 DU0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0591.degrees latitude (g = 980.6199 gals.).
 DU0591
 DU0591.The modeled gravity was interpolated from observed gravity values.
 DU0591
 DU0591;                    North         East    Units  Estimated Accuracy
 DU0591;SPC AZ C     -   267,820.      244,540.      MT  (+/- 180 meters Scaled)
 DU0591
 DU0591                          SUPERSEDED SURVEY CONTROL
 DU0591
 DU0591  NGVD 29 (??/??/92)  497.742  (m)         1633.01   (f) ADJ UNCH    1 2
 DU0591
 DU0591.Superseded values are not recommended for survey control.
 DU0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0591.See file dsdata.txt to determine how the superseded data were derived.
 DU0591
 DU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB459974(NAD 83)
 DU0591_MARKER: DD = SURVEY DISK
 DU0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0591_SP_SET: ABUTMENT
 DU0591_STAMPING: 1632.39 736.00
 DU0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0591+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 DU0591
 DU0591  HISTORY     - Date     Condition        Report By
 DU0591  HISTORY     - UNK      MONUMENTED       AZHD
 DU0591  HISTORY     - 1948     GOOD             NGS
 DU0591  HISTORY     - 1981     GOOD             NGS
 DU0591  HISTORY     - 20061105 GOOD             GEOCAC
 DU0591
 DU0591                          STATION DESCRIPTION
 DU0591
 DU0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0591'1.9 MI W FROM APACHE JUNCTION.
 DU0591'ABOUT 1.9 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0591'ABOUT 0.1 MILE WEST OF THE PINAL-MARICOPA COUNTY LINE, 21.5 FEET NORTH
 DU0591'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST
 DU0591'CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL WASH AND 2
 DU0591'FEET LOWER THAN THE HIGHWAY.
 DU0591
 DU0591                          STATION RECOVERY (1981)
 DU0591
 DU0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0591'3.2 KILOMETERS ( 2.0 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0591'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0591'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0591'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.2 KILOMETER (0.1 MILE)
 DU0591'WEST OF MERIDIAN ROAD AND THE PINAL-MARICOPA COUNTY LINE, AND 5.0
 DU0591'METERS (16.5 FEET) NORTH OF THE NORTH CENTERLINE OF THE EASTBOUND
 DU0591'HIGHWAY TRAFFIC LANES.
 DU0591'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU0591
 DU0591                          STATION RECOVERY (2006)
 DU0591
 DU0591'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0591'RECOVERED AS DESCRIBED. THE CULVERT HEADWALL HAS BEEN UPGRADED TO
 DU0591'CONCRETE, LUCKILY THE MARK WAS SPARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0321 ***********************************************************************
 CZ0321  DESIGNATION -  1634.5
 CZ0321  PID         -  CZ0321
 CZ0321  STATE/COUNTY-  AZ/PINAL
 CZ0321  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0321
 CZ0321                         *CURRENT SURVEY CONTROL
 CZ0321  ___________________________________________________________________
 CZ0321* NAD 83(1986)-  32 41 52.     (N)    111 29 56.     (W)     SCALED    
 CZ0321* NAVD 88     -       498.65   (+/-2cm)    1636.0    (feet)  VERTCON   
 CZ0321  ___________________________________________________________________
 CZ0321  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0321
 CZ0321.The horizontal coordinates were scaled from a topographic map and have
 CZ0321.an estimated accuracy of +/- 6 seconds.
 CZ0321
 CZ0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0321.The vertical order pertains to the NGVD 29 superseded value.
 CZ0321
 CZ0321.The geoid height was determined by GEOID03.
 CZ0321
 CZ0321;                    North         East    Units  Estimated Accuracy
 CZ0321;SPC AZ C     -   188,320.      252,530.      MT  (+/- 180 meters Scaled)
 CZ0321
 CZ0321                          SUPERSEDED SURVEY CONTROL
 CZ0321
 CZ0321  NGVD 29 (??/??/92)  498.082  (m)         1634.12   (f) ADJ UNCH    2 0
 CZ0321
 CZ0321.Superseded values are not recommended for survey control.
 CZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0321.See file dsdata.txt to determine how the superseded data were derived.
 CZ0321
 CZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532178(NAD 83)
 CZ0321_MARKER: S = SPIKE
 CZ0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0321_SP_SET: POLE BASE
 CZ0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0321
 CZ0321  HISTORY     - Date     Condition        Report By
 CZ0321  HISTORY     - UNK      MONUMENTED       USGS
 CZ0321  HISTORY     - 1952     GOOD             NGS
 CZ0321  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0321
 CZ0321                          STATION DESCRIPTION
 CZ0321
 CZ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0321'1.2 MI S FROM PICACHO.
 CZ0321'0.1 MILE WEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT PICACHO,
 CZ0321'THENCE 1.1 MILES SOUTH ALONG PICACHO HIGHWAY, AT THE T JUNCTION OF A
 CZ0321'DEAD END DIRT ROAD WHICH LEADS WEST ALONG A POWER LINE, IN THE WEST
 CZ0321'BASE OF THE NORTH GUYPOLE OF THE JUNCTION POLE OF A T JUNCTION OF THE
 CZ0321'POWER LINES, 31 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ0321'THE HIGHWAY, A METAL U.S.G.S. TAG STAMPED 1634.5 TO THE POLE, AND
 CZ0321'ABOUT 5 FEET ABOVE THE GROUND.
 CZ0321
 CZ0321                          STATION RECOVERY (1977)
 CZ0321
 CZ0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0590 ***********************************************************************
 DU0590  DESIGNATION -  1635.61
 DU0590  PID         -  DU0590
 DU0590  STATE/COUNTY-  AZ/PINAL
 DU0590  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0590
 DU0590                         *CURRENT SURVEY CONTROL
 DU0590  ___________________________________________________________________
 DU0590* NAD 83(1986)-  33 24 53.     (N)    111 34 56.     (W)     SCALED    
 DU0590* NAVD 88     -       499.30   (+/-2cm)    1638.1    (feet)  VERTCON   
 DU0590  ___________________________________________________________________
 DU0590  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0590
 DU0590.The horizontal coordinates were scaled from a topographic map and have
 DU0590.an estimated accuracy of +/- 6 seconds.
 DU0590
 DU0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0590.The vertical order pertains to the NGVD 29 superseded value.
 DU0590
 DU0590.The geoid height was determined by GEOID03.
 DU0590
 DU0590;                    North         East    Units  Estimated Accuracy
 DU0590;SPC AZ C     -   267,790.      244,470.      MT  (+/- 180 meters Scaled)
 DU0590
 DU0590                          SUPERSEDED SURVEY CONTROL
 DU0590
 DU0590  NGVD 29 (??/??/92)  498.727  (m)         1636.24   (f) ADJ UNCH    1 2
 DU0590
 DU0590.Superseded values are not recommended for survey control.
 DU0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0590.See file dsdata.txt to determine how the superseded data were derived.
 DU0590
 DU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB458974(NAD 83)
 DU0590_MARKER: DD = SURVEY DISK
 DU0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0590_STAMPING: 1635.61 739.63
 DU0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0590+STABILITY: SURFACE MOTION
 DU0590
 DU0590  HISTORY     - Date     Condition        Report By
 DU0590  HISTORY     - UNK      MONUMENTED       AZHD
 DU0590  HISTORY     - 1948     GOOD             NGS
 DU0590  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0590  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0590
 DU0590                          STATION DESCRIPTION
 DU0590
 DU0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0590'1.8 MI W FROM APACHE JUNCTION.
 DU0590'ABOUT 1.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0590'AT THE PINAL-MARICOPA COUNTY LINE, 45.0 FEET NORTH OF THE CENTER LINE
 DU0590'OF THE HIGHWAY, 44.0 FEET EAST OF THE PINAL-MARICOPA COUNTY LINE, SET
 DU0590'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0590
 DU0590                          STATION RECOVERY (1981)
 DU0590
 DU0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0590'SEARCHED FOR BUT NOT RECOVERED.
 DU0590
 DU0590                          STATION RECOVERY (2008)
 DU0590
 DU0590'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0590'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0590'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0124 ***********************************************************************
 DA0124  DESIGNATION -  1637.80
 DA0124  PID         -  DA0124
 DA0124  STATE/COUNTY-  AZ/PINAL
 DA0124  USGS QUAD   -  BIG HORN (1979)
 DA0124
 DA0124                         *CURRENT SURVEY CONTROL
 DA0124  ___________________________________________________________________
 DA0124* NAD 83(1986)-  32 52 10.     (N)    112 25 46.     (W)     SCALED    
 DA0124* NAVD 88     -       499.85   (+/-2cm)    1639.9    (feet)  VERTCON   
 DA0124  ___________________________________________________________________
 DA0124  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DA0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0124
 DA0124.The horizontal coordinates were scaled from a topographic map and have
 DA0124.an estimated accuracy of +/- 6 seconds.
 DA0124
 DA0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0124.The vertical order pertains to the NGVD 29 superseded value.
 DA0124
 DA0124.The geoid height was determined by GEOID03.
 DA0124
 DA0124;                    North         East    Units  Estimated Accuracy
 DA0124;SPC AZ C     -   207,390.      165,370.      MT  (+/- 180 meters Scaled)
 DA0124
 DA0124                          SUPERSEDED SURVEY CONTROL
 DA0124
 DA0124  NGVD 29 (??/??/92)  499.188  (m)         1637.75   (f) ADJ UNCH    2 0
 DA0124
 DA0124.Superseded values are not recommended for survey control.
 DA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0124.See file dsdata.txt to determine how the superseded data were derived.
 DA0124
 DA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB662377(NAD 83)
 DA0124_MARKER: DD = SURVEY DISK
 DA0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0124_SP_SET: BRIDGE
 DA0124_STAMPING: 1637.80 911+9650 1959
 DA0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0124
 DA0124  HISTORY     - Date     Condition        Report By
 DA0124  HISTORY     - 1959     MONUMENTED       AZHD
 DA0124  HISTORY     - 1967     GOOD             DOD
 DA0124
 DA0124                          STATION DESCRIPTION
 DA0124
 DA0124'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1959
 DA0124'17.6 MI E FROM GILA BEND.
 DA0124'17.6 MILES EAST ALONG STATE HIGHWAY 89 FROM THE RAILROAD DEPOT AT GILA
 DA0124'BEND, 0.3 MILE WEST OF MILEPOST 138, 27 FEET NORTH OF THE CENTERLINE
 DA0124'OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN A DRILL HOLE IN THE CENTER
 DA0124'OF THE NORTH HEADWALL OF A CONCRETE BRIDGE AND ABOUT 4 INCHES HIGHER
 DA0124'THAN THE HIGHWAY.
 DA0124
 DA0124                          STATION RECOVERY (1967)
 DA0124
 DA0124'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DA0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1518 ***********************************************************************
 CZ1518  DESIGNATION -  1638.97
 CZ1518  PID         -  CZ1518
 CZ1518  STATE/COUNTY-  AZ/PINAL
 CZ1518  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1518
 CZ1518                         *CURRENT SURVEY CONTROL
 CZ1518  ___________________________________________________________________
 CZ1518* NAD 83(1986)-  32 42 12.     (N)    111 28 48.     (W)     SCALED    
 CZ1518* NAVD 88     -       498.33   (+/-2cm)    1634.9    (feet)  VERTCON   
 CZ1518  ___________________________________________________________________
 CZ1518  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ1518  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1518
 CZ1518.The horizontal coordinates were scaled from a topographic map and have
 CZ1518.an estimated accuracy of +/- 6 seconds.
 CZ1518
 CZ1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1518.The vertical order pertains to the NGVD 29 superseded value.
 CZ1518
 CZ1518.The geoid height was determined by GEOID03.
 CZ1518
 CZ1518;                    North         East    Units  Estimated Accuracy
 CZ1518;SPC AZ C     -   188,940.      254,300.      MT  (+/- 180 meters Scaled)
 CZ1518
 CZ1518                          SUPERSEDED SURVEY CONTROL
 CZ1518
 CZ1518  NGVD 29 (??/??/92)  497.758  (m)         1633.06   (f) ADJ UNCH    1 2
 CZ1518
 CZ1518.Superseded values are not recommended for survey control.
 CZ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1518.See file dsdata.txt to determine how the superseded data were derived.
 CZ1518
 CZ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB550185(NAD 83)
 CZ1518_MARKER: DD = SURVEY DISK
 CZ1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1518_STAMPING: 1638.97
 CZ1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1518+STABILITY: SURFACE MOTION
 CZ1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1518+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2008
 CZ1518
 CZ1518  HISTORY     - Date     Condition        Report By
 CZ1518  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1518  HISTORY     - 1975     GOOD             AZDT
 CZ1518  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1518  HISTORY     - 20080516 GOOD             INDIV
 CZ1518
 CZ1518                          STATION DESCRIPTION
 CZ1518
 CZ1518'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1518'1.0 MI SE FROM PICACHO.
 CZ1518'FROM MILEPOST 213, I-10, EAST ON THE INTERSTATE FOR 0.4 MILES AND TO
 CZ1518'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1518'A P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1518'POST, UP 0.3 FT.
 CZ1518
 CZ1518                          STATION RECOVERY (2007)
 CZ1518
 CZ1518'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1518'MARK NOT FOUND.
 CZ1518
 CZ1518                          STATION RECOVERY (2008)
 CZ1518
 CZ1518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WGH)
 CZ1518'REPORTED AS NOT FOUND IN 2007.  RECOVERED AS DESCRIBED.  CONFUSION
 CZ1518'APPARENTLY RESULTS FROM DECRIPTION OF MARK BEING LOCATED UNDER I-10
 CZ1518'RIGHT OF WAY FENCE.  RIGHT OF WAY FENCE DESCRIBED RUNS SOUTH OF
 CZ1518'FRONTAGE ROAD AND IS NOT THE FENCE BETWEEN INTERSTATE 10 AND FRONTAGE
 CZ1518'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0493 ***********************************************************************
 GQ0493  DESIGNATION -  164 DOR
 GQ0493  PID         -  GQ0493
 GQ0493  STATE/COUNTY-  AZ/MOHAVE
 GQ0493  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0493
 GQ0493                         *CURRENT SURVEY CONTROL
 GQ0493  ___________________________________________________________________
 GQ0493* NAD 83(1986)-  36 22 00.     (N)    113 37 29.     (W)     SCALED    
 GQ0493* NAVD 88     -      1820.609  (meters)    5973.11   (feet)  POSTED    
 GQ0493  ___________________________________________________________________
 GQ0493  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 GQ0493  DYNAMIC HT  -        1818.390 (meters)    5965.83  (feet)  COMP
 GQ0493  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 GQ0493
 GQ0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0493
 GQ0493.The horizontal coordinates were scaled from a topographic map and have
 GQ0493.an estimated accuracy of +/- 6 seconds.
 GQ0493
 GQ0493.The orthometric height was determined by differential leveling
 GQ0493.and adjusted by the  in 1992.
 GQ0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0493.rate of 0.0 thru 1.0 mm/km.
 GQ0493
 GQ0493.The geoid height was determined by GEOID03.
 GQ0493
 GQ0493.The dynamic height is computed by dividing the NAVD 88
 GQ0493.geopotential number by the normal gravity value computed on the
 GQ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0493.degrees latitude (g = 980.6199 gals.).
 GQ0493
 GQ0493.The modeled gravity was interpolated from observed gravity values.
 GQ0493
 GQ0493;                    North         East    Units  Estimated Accuracy
 GQ0493;SPC AZ W     -   595,220.      224,600.      MT  (+/- 180 meters Scaled)
 GQ0493
 GQ0493                          SUPERSEDED SURVEY CONTROL
 GQ0493
 GQ0493.No superseded survey control is available for this station.
 GQ0493
 GQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF645278(NAD 83)
 GQ0493_MARKER: DB = BENCH MARK DISK
 GQ0493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0493_SP_SET: COPPER-CLAD STEEL ROD
 GQ0493_STAMPING: 164 DOR 1970 5970
 GQ0493_MARK LOGO: USGS  
 GQ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0493
 GQ0493  HISTORY     - Date     Condition        Report By
 GQ0493  HISTORY     - 1970     MONUMENTED       USGS
 GQ0493
 GQ0493                          STATION DESCRIPTION
 GQ0493
 GQ0493'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0493'108.6 KM (67.5 MI) SOUTH FROM ST GEORGE UT.
 GQ0493'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0493'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0493'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0493'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 21.6 MILES SOUTHWEST TO THE
 GQ0493'TOP OF A SLIGHT RISE, 30 FEET SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN
 GQ0493'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0072 ***********************************************************************
 CH0072  DESIGNATION -  1640.84
 CH0072  PID         -  CH0072
 CH0072  STATE/COUNTY-  AZ/PIMA
 CH0072  USGS QUAD   -  LUKEVILLE (1988)
 CH0072
 CH0072                         *CURRENT SURVEY CONTROL
 CH0072  ___________________________________________________________________
 CH0072* NAD 83(1986)-  31 56 18.     (N)    112 47 57.     (W)     SCALED    
 CH0072* NAVD 88     -       500.31   (+/-2cm)    1641.4    (feet)  VERTCON   
 CH0072  ___________________________________________________________________
 CH0072  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CH0072  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0072
 CH0072.The horizontal coordinates were scaled from a topographic map and have
 CH0072.an estimated accuracy of +/- 6 seconds.
 CH0072
 CH0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0072.The vertical order pertains to the NGVD 29 superseded value.
 CH0072
 CH0072.The geoid height was determined by GEOID03.
 CH0072
 CH0072;                    North         East    Units  Estimated Accuracy
 CH0072;SPC AZ C     -   104,370.      129,920.      MT  (+/- 180 meters Scaled)
 CH0072
 CH0072                          SUPERSEDED SURVEY CONTROL
 CH0072
 CH0072  NGVD 29 (??/??/92)  499.557  (m)         1638.96   (f) ADJ UNCH    1 2
 CH0072
 CH0072.Superseded values are not recommended for survey control.
 CH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0072.See file dsdata.txt to determine how the superseded data were derived.
 CH0072
 CH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA299350(NAD 83)
 CH0072_MARKER: DD = SURVEY DISK
 CH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0072_STAMPING: 230 13.94 BK 1A 1640.84 230 13.90 AHD
 CH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0072+STABILITY: SURFACE MOTION
 CH0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0072+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0072
 CH0072  HISTORY     - Date     Condition        Report By
 CH0072  HISTORY     - UNK      MONUMENTED       USDA
 CH0072  HISTORY     - 1953     GOOD             NGS
 CH0072  HISTORY     - 1981     GOOD             NGS
 CH0072  HISTORY     - 19941110 GOOD             USPSQD
 CH0072  HISTORY     - 19970306 GOOD             USPSQD
 CH0072  HISTORY     - 20061112 GOOD             USPSQD
 CH0072
 CH0072                          STATION DESCRIPTION
 CH0072
 CH0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0072'4.4 MI N FROM LUKEVILLE.
 CH0072'4.4 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0072'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, NEAR THE TOP OF
 CH0072'A RIDGE, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET EAST
 CH0072'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 CH0072'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0072
 CH0072                          STATION RECOVERY (1981)
 CH0072
 CH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0072'RECOVERED IN GOOD CONDITION.
 CH0072
 CH0072                          STATION RECOVERY (1994)
 CH0072
 CH0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0072'RECOVERED IN GOOD CONDITION.
 CH0072
 CH0072                          STATION RECOVERY (1997)
 CH0072
 CH0072'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0072'RECOVERED IN GOOD CONDITION.
 CH0072
 CH0072                          STATION RECOVERY (2006)
 CH0072
 CH0072'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0073 ***********************************************************************
 CH0073  DESIGNATION -  1644.17
 CH0073  PID         -  CH0073
 CH0073  STATE/COUNTY-  AZ/PIMA
 CH0073  USGS QUAD   -  LUKEVILLE (1988)
 CH0073
 CH0073                         *CURRENT SURVEY CONTROL
 CH0073  ___________________________________________________________________
 CH0073* NAD 83(1986)-  31 56 18.     (N)    112 47 57.     (W)     SCALED    
 CH0073* NAVD 88     -       501.32   (+/-2cm)    1644.7    (feet)  VERTCON   
 CH0073  ___________________________________________________________________
 CH0073  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 CH0073  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0073
 CH0073.The horizontal coordinates were scaled from a topographic map and have
 CH0073.an estimated accuracy of +/- 6 seconds.
 CH0073
 CH0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0073.The vertical order pertains to the NGVD 29 superseded value.
 CH0073
 CH0073.The geoid height was determined by GEOID03.
 CH0073
 CH0073;                    North         East    Units  Estimated Accuracy
 CH0073;SPC AZ C     -   104,370.      129,920.      MT  (+/- 180 meters Scaled)
 CH0073
 CH0073                          SUPERSEDED SURVEY CONTROL
 CH0073
 CH0073  NGVD 29 (??/??/92)  500.571  (m)         1642.29   (f) ADJ UNCH    1 2
 CH0073
 CH0073.Superseded values are not recommended for survey control.
 CH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0073.See file dsdata.txt to determine how the superseded data were derived.
 CH0073
 CH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA299350(NAD 83)
 CH0073_MARKER: DD = SURVEY DISK
 CH0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0073_STAMPING: 230 13.94 BK 1644.17 1A 230 13.90 AHD
 CH0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0073+STABILITY: SURFACE MOTION
 CH0073
 CH0073  HISTORY     - Date     Condition        Report By
 CH0073  HISTORY     - UNK      MONUMENTED       USDA
 CH0073  HISTORY     - 1953     GOOD             NGS
 CH0073  HISTORY     - 1981     GOOD             NGS
 CH0073  HISTORY     - 19941110 GOOD             USPSQD
 CH0073  HISTORY     - 19970306 GOOD             USPSQD
 CH0073
 CH0073                          STATION DESCRIPTION
 CH0073
 CH0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0073'4.4 MI N FROM LUKEVILLE.
 CH0073'4.4 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0073'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, AT THE TOP OF A
 CH0073'RIDGE, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET WEST
 CH0073'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 CH0073'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0073
 CH0073                          STATION RECOVERY (1981)
 CH0073
 CH0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0073'RECOVERED IN GOOD CONDITION.
 CH0073
 CH0073                          STATION RECOVERY (1994)
 CH0073
 CH0073'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0073'RECOVERED IN GOOD CONDITION.
 CH0073
 CH0073                          STATION RECOVERY (1997)
 CH0073
 CH0073'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1519 ***********************************************************************
 CZ1519  DESIGNATION -  1646.85
 CZ1519  PID         -  CZ1519
 CZ1519  STATE/COUNTY-  AZ/PINAL
 CZ1519  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1519
 CZ1519                         *CURRENT SURVEY CONTROL
 CZ1519  ___________________________________________________________________
 CZ1519* NAD 83(1986)-  32 42 02.     (N)    111 28 30.     (W)     SCALED    
 CZ1519* NAVD 88     -       500.73   (+/-2cm)    1642.8    (feet)  VERTCON   
 CZ1519  ___________________________________________________________________
 CZ1519  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ1519  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1519
 CZ1519.The horizontal coordinates were scaled from a topographic map and have
 CZ1519.an estimated accuracy of +/- 6 seconds.
 CZ1519
 CZ1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1519.The vertical order pertains to the NGVD 29 superseded value.
 CZ1519
 CZ1519.The geoid height was determined by GEOID03.
 CZ1519
 CZ1519;                    North         East    Units  Estimated Accuracy
 CZ1519;SPC AZ C     -   188,630.      254,770.      MT  (+/- 180 meters Scaled)
 CZ1519
 CZ1519                          SUPERSEDED SURVEY CONTROL
 CZ1519
 CZ1519  NGVD 29 (??/??/92)  500.160  (m)         1640.94   (f) ADJ UNCH    1 2
 CZ1519
 CZ1519.Superseded values are not recommended for survey control.
 CZ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1519.See file dsdata.txt to determine how the superseded data were derived.
 CZ1519
 CZ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB554181(NAD 83)
 CZ1519_MARKER: DD = SURVEY DISK
 CZ1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1519_STAMPING: 1646.85
 CZ1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1519+STABILITY: SURFACE MOTION
 CZ1519
 CZ1519  HISTORY     - Date     Condition        Report By
 CZ1519  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1519  HISTORY     - 1975     GOOD             AZDT
 CZ1519  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1519
 CZ1519                          STATION DESCRIPTION
 CZ1519
 CZ1519'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1519'1.2 MI SE FROM PICACHO.
 CZ1519'FROM MILEPOST 213, I-10, EAST ON THE INTERSTATE FOR 0.75 MILES AND TO
 CZ1519'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1519'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1519'CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.25 FT.
 CZ1519
 CZ1519                          STATION RECOVERY (2007)
 CZ1519
 CZ1519'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0587 ***********************************************************************
 DU0587  DESIGNATION -  1649.26
 DU0587  PID         -  DU0587
 DU0587  STATE/COUNTY-  AZ/PINAL
 DU0587  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0587
 DU0587                         *CURRENT SURVEY CONTROL
 DU0587  ___________________________________________________________________
 DU0587* NAD 83(1986)-  33 24 54.     (N)    111 34 31.     (W)     SCALED    
 DU0587* NAVD 88     -       503.472  (meters)    1651.81   (feet)  ADJUSTED  
 DU0587  ___________________________________________________________________
 DU0587  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU0587  DYNAMIC HT  -         502.861 (meters)    1649.80  (feet)  COMP
 DU0587  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 DU0587
 DU0587  VERT ORDER  -  FIRST     CLASS II
 DU0587
 DU0587.The horizontal coordinates were scaled from a topographic map and have
 DU0587.an estimated accuracy of +/- 6 seconds.
 DU0587
 DU0587.The orthometric height was determined by differential leveling
 DU0587.and adjusted in June 1991.
 DU0587
 DU0587.The geoid height was determined by GEOID03.
 DU0587
 DU0587.The dynamic height is computed by dividing the NAVD 88
 DU0587.geopotential number by the normal gravity value computed on the
 DU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0587.degrees latitude (g = 980.6199 gals.).
 DU0587
 DU0587.The modeled gravity was interpolated from observed gravity values.
 DU0587
 DU0587;                    North         East    Units  Estimated Accuracy
 DU0587;SPC AZ C     -   267,830.      245,110.      MT  (+/- 180 meters Scaled)
 DU0587
 DU0587                          SUPERSEDED SURVEY CONTROL
 DU0587
 DU0587  NGVD 29 (??/??/92)  502.894  (m)         1649.91   (f) ADJ UNCH    1 2
 DU0587
 DU0587.Superseded values are not recommended for survey control.
 DU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0587.See file dsdata.txt to determine how the superseded data were derived.
 DU0587
 DU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB465974(NAD 83)
 DU0587_MARKER: DD = SURVEY DISK
 DU0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0587_SP_SET: ABUTMENT
 DU0587_STAMPING: 1649.26 755.75
 DU0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0587+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2006
 DU0587
 DU0587  HISTORY     - Date     Condition        Report By
 DU0587  HISTORY     - UNK      MONUMENTED       AZHD
 DU0587  HISTORY     - 1948     GOOD             NGS
 DU0587  HISTORY     - 1981     GOOD             NGS
 DU0587  HISTORY     - 19991120 GOOD             USPSQD
 DU0587  HISTORY     - 20061105 GOOD             GEOCAC
 DU0587
 DU0587                          STATION DESCRIPTION
 DU0587
 DU0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0587'1.5 MI W FROM APACHE JUNCTION.
 DU0587'ABOUT 1.5 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0587'20.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0587'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0587'WASH AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0587
 DU0587                          STATION RECOVERY (1981)
 DU0587
 DU0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0587'2.6 KILOMETERS (1.6 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0587'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0587'THE TOP CENTER OF A CONCRETE HEADWALL FOR A DOUBLE 60 CENTIMETER (24
 DU0587'INCH) CONCRETE PIPE CULVERT FOR THE EASTBOUND HIGHWAY LANES, 0.2
 DU0587'KILOMETER (0.1 MILE) WEST OF THE ENTRANCE TO THE APACHE GREYHOUND
 DU0587'PARK AND 5.5 METERS (18.0 FEET) NORTH OF THE NORTH CENTERLINE OF THE
 DU0587'EASTBOUND LANES.
 DU0587'THE MARK IS 0.2 M BELOW HIGHWAY CENTERLINE.
 DU0587
 DU0587                          STATION RECOVERY (1999)
 DU0587
 DU0587'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0587'RECOVERED IN GOOD CONDITION.
 DU0587
 DU0587                          STATION RECOVERY (2006)
 DU0587
 DU0587'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0587'RECOVERED AS DESCRIBED. WITH THE EXCEPTION THAT THE APACHE GREYHOUND
 DU0587'PARK HAS BEEN REPLACED BY A WAL-MART.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0070 ***********************************************************************
 EU0070  DESIGNATION -  1649.49
 EU0070  PID         -  EU0070
 EU0070  STATE/COUNTY-  AZ/MOHAVE
 EU0070  USGS QUAD   -  YUCCA (1970)
 EU0070
 EU0070                         *CURRENT SURVEY CONTROL
 EU0070  ___________________________________________________________________
 EU0070* NAD 83(1986)-  34 48 58.     (N)    114 08 47.     (W)     SCALED    
 EU0070* NAVD 88     -       503.436  (meters)    1651.69   (feet)  ADJUSTED  
 EU0070  ___________________________________________________________________
 EU0070  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 EU0070  DYNAMIC HT  -         502.876 (meters)    1649.85  (feet)  COMP
 EU0070  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 EU0070
 EU0070  VERT ORDER  -  FIRST     CLASS II
 EU0070
 EU0070.The horizontal coordinates were scaled from a topographic map and have
 EU0070.an estimated accuracy of +/- 6 seconds.
 EU0070
 EU0070.The orthometric height was determined by differential leveling
 EU0070.and adjusted in June 1991.
 EU0070
 EU0070.The geoid height was determined by GEOID03.
 EU0070
 EU0070.The dynamic height is computed by dividing the NAVD 88
 EU0070.geopotential number by the normal gravity value computed on the
 EU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0070.degrees latitude (g = 980.6199 gals.).
 EU0070
 EU0070.The modeled gravity was interpolated from observed gravity values.
 EU0070
 EU0070;                    North         East    Units  Estimated Accuracy
 EU0070;SPC AZ W     -   423,260.      177,100.      MT  (+/- 180 meters Scaled)
 EU0070
 EU0070                          SUPERSEDED SURVEY CONTROL
 EU0070
 EU0070  NGVD 29 (??/??/??)  502.706  (m)         1649.29   (f) ADJUSTED    1 2
 EU0070
 EU0070.Superseded values are not recommended for survey control.
 EU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0070.See file dsdata.txt to determine how the superseded data were derived.
 EU0070
 EU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU610563(NAD 83)
 EU0070_MARKER: DD = SURVEY DISK
 EU0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0070_SP_SET: BRIDGE CURB
 EU0070_STAMPING: 1649.49 1151X20 1951
 EU0070_MARK LOGO: AZHD  
 EU0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0070
 EU0070  HISTORY     - Date     Condition        Report By
 EU0070  HISTORY     - 1951     MONUMENTED       AZHD
 EU0070  HISTORY     - 1961     GOOD             NGS
 EU0070  HISTORY     - 1981     GOOD             NGS
 EU0070
 EU0070                          STATION DESCRIPTION
 EU0070
 EU0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0070'4.2 MI S FROM YUCCA.
 EU0070'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0070'THENCE 3.95 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN THE TOP OF
 EU0070'THE SOUTH END OF THE EAST CONCRETE CURB OF A 110 FOOT CONCRETE
 EU0070'BRIDGE OVER THE HAPPY JACK WASH, 15 FEET EAST OF THE CENTER LINE
 EU0070'OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EU0070'HIGHWAY.
 EU0070
 EU0070                          STATION RECOVERY (1981)
 EU0070
 EU0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0070'5.3 KM (3.3 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0070'ROAD OVERPASS IN YUCCA, AT THE WEST BOUND TRAFFIC LANES BRIDGE OVER
 EU0070'HAPPY JACK WASH, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT, 0.2 KM
 EU0070'(0.1 MI) NORTH OF THE HAPPY JACK ROAD OVERPASS, 4.6 METERS (15 FT)
 EU0070'EAST OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0070'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0038 ***********************************************************************
 CG0038  DESIGNATION -  165
 CG0038  PID         -  CG0038
 CG0038  STATE/COUNTY-  AZ/COCHISE
 CG0038  USGS QUAD   -  SAINT DAVID (1973)
 CG0038
 CG0038                         *CURRENT SURVEY CONTROL
 CG0038  ___________________________________________________________________
 CG0038* NAD 83(1986)-  31 58 50.     (N)    110 10 06.     (W)     SCALED    
 CG0038* NAVD 88     -      1277.32   (+/-2cm)    4190.7    (feet)  VERTCON   
 CG0038  ___________________________________________________________________
 CG0038  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CG0038  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0038
 CG0038.The horizontal coordinates were scaled from a topographic map and have
 CG0038.an estimated accuracy of +/- 6 seconds.
 CG0038
 CG0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0038.The vertical order pertains to the NGVD 29 superseded value.
 CG0038
 CG0038.The geoid height was determined by GEOID03.
 CG0038
 CG0038;                    North         East    Units  Estimated Accuracy
 CG0038;SPC AZ E     -   108,710.      213,200.      MT  (+/- 180 meters Scaled)
 CG0038
 CG0038                          SUPERSEDED SURVEY CONTROL
 CG0038
 CG0038  NGVD 29 (??/??/92) 1276.471  (m)         4187.89   (f) ADJ UNCH    1 2
 CG0038
 CG0038.Superseded values are not recommended for survey control.
 CG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0038.See file dsdata.txt to determine how the superseded data were derived.
 CG0038
 CG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA785385(NAD 83)
 CG0038_MARKER: DD = SURVEY DISK
 CG0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0038_SP_SET: CULVERT
 CG0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0038
 CG0038  HISTORY     - Date     Condition        Report By
 CG0038  HISTORY     - UNK      MONUMENTED       USGS
 CG0038  HISTORY     - 1952     GOOD             NGS
 CG0038
 CG0038                          STATION DESCRIPTION
 CG0038
 CG0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0038'11.55 MI E FROM BENSON.
 CG0038'11.55 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0038'STATION AT BENSON, 0.25 MILE NORTH OF MILEPOLE 1044, 0.4 MILE NORTH OF
 CG0038'THE SIGN TULLY, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEADWALL
 CG0038'OF CULVERT 1044.27 WITH TWIN CONCRETE PIPES, 104.0 FEET WEST OF THE
 CG0038'WEST RAIL, 23.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, 8.4 FEET NORTH OF
 CG0038'THE SOUTH END OF THE EAST CONCRETE HEADWALL, ABOUT 5 FEET LOWER THAN
 CG0038'THE TRACK.  NOTE-- RAILROAD HAS BEEN MOVED OVER TO THE EAST OF THIS
 CG0038'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0494 ***********************************************************************
 GQ0494  DESIGNATION -  165 DOR
 GQ0494  PID         -  GQ0494
 GQ0494  STATE/COUNTY-  AZ/MOHAVE
 GQ0494  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0494
 GQ0494                         *CURRENT SURVEY CONTROL
 GQ0494  ___________________________________________________________________
 GQ0494* NAD 83(1986)-  36 21 38.     (N)    113 37 51.     (W)     SCALED    
 GQ0494* NAVD 88     -      1817.324  (meters)    5962.34   (feet)  POSTED    
 GQ0494  ___________________________________________________________________
 GQ0494  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 GQ0494  DYNAMIC HT  -        1815.110 (meters)    5955.07  (feet)  COMP
 GQ0494  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 GQ0494
 GQ0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0494
 GQ0494.The horizontal coordinates were scaled from a topographic map and have
 GQ0494.an estimated accuracy of +/- 6 seconds.
 GQ0494
 GQ0494.The orthometric height was determined by differential leveling
 GQ0494.and adjusted by the  in 1992.
 GQ0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0494.rate of 0.0 thru 1.0 mm/km.
 GQ0494
 GQ0494.The geoid height was determined by GEOID03.
 GQ0494
 GQ0494.The dynamic height is computed by dividing the NAVD 88
 GQ0494.geopotential number by the normal gravity value computed on the
 GQ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0494.degrees latitude (g = 980.6199 gals.).
 GQ0494
 GQ0494.The modeled gravity was interpolated from observed gravity values.
 GQ0494
 GQ0494;                    North         East    Units  Estimated Accuracy
 GQ0494;SPC AZ W     -   594,540.      224,060.      MT  (+/- 180 meters Scaled)
 GQ0494
 GQ0494                          SUPERSEDED SURVEY CONTROL
 GQ0494
 GQ0494.No superseded survey control is available for this station.
 GQ0494
 GQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF639271(NAD 83)
 GQ0494_MARKER: DB = BENCH MARK DISK
 GQ0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0494_SP_SET: COPPER-CLAD STEEL ROD
 GQ0494_STAMPING: 165 DOR 1970 5959
 GQ0494_MARK LOGO: USGS  
 GQ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0494
 GQ0494  HISTORY     - Date     Condition        Report By
 GQ0494  HISTORY     - 1970     MONUMENTED       USGS
 GQ0494
 GQ0494                          STATION DESCRIPTION
 GQ0494
 GQ0494'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0494'109.6 KM (68.1 MI) SOUTH FROM ST GEORGE UT.
 GQ0494'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0494'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0494'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0494'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 22.2 MILES SOUTHWEST TO A
 GQ0494'T-ROAD LEADING WEST, 38 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0494'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1520 ***********************************************************************
 CZ1520  DESIGNATION -  1654.60
 CZ1520  PID         -  CZ1520
 CZ1520  STATE/COUNTY-  AZ/PINAL
 CZ1520  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1520
 CZ1520                         *CURRENT SURVEY CONTROL
 CZ1520  ___________________________________________________________________
 CZ1520* NAD 83(1986)-  32 41 50.     (N)    111 28 14.     (W)     SCALED    
 CZ1520* NAVD 88     -       503.02   (+/-2cm)    1650.3    (feet)  VERTCON   
 CZ1520  ___________________________________________________________________
 CZ1520  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ1520  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1520
 CZ1520.The horizontal coordinates were scaled from a topographic map and have
 CZ1520.an estimated accuracy of +/- 6 seconds.
 CZ1520
 CZ1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1520.The vertical order pertains to the NGVD 29 superseded value.
 CZ1520
 CZ1520.The geoid height was determined by GEOID03.
 CZ1520
 CZ1520;                    North         East    Units  Estimated Accuracy
 CZ1520;SPC AZ C     -   188,260.      255,190.      MT  (+/- 180 meters Scaled)
 CZ1520
 CZ1520                          SUPERSEDED SURVEY CONTROL
 CZ1520
 CZ1520  NGVD 29 (??/??/92)  502.447  (m)         1648.44   (f) ADJ UNCH    1 2
 CZ1520
 CZ1520.Superseded values are not recommended for survey control.
 CZ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1520.See file dsdata.txt to determine how the superseded data were derived.
 CZ1520
 CZ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB558178(NAD 83)
 CZ1520_MARKER: DD = SURVEY DISK
 CZ1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1520_STAMPING: 1654.60
 CZ1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1520+STABILITY: SURFACE MOTION
 CZ1520
 CZ1520  HISTORY     - Date     Condition        Report By
 CZ1520  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1520  HISTORY     - 1975     GOOD             AZDT
 CZ1520  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1520
 CZ1520                          STATION DESCRIPTION
 CZ1520
 CZ1520'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1520'1.4 MI SE FROM PICACHO.
 CZ1520'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1520'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1520'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON, STENCILED,
 CZ1520'1528+00.00 AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.05
 CZ1520'FT.
 CZ1520
 CZ1520                          STATION RECOVERY (2007)
 CZ1520
 CZ1520'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0586 ***********************************************************************
 DU0586  DESIGNATION -  1654.61
 DU0586  PID         -  DU0586
 DU0586  STATE/COUNTY-  AZ/PINAL
 DU0586  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0586
 DU0586                         *CURRENT SURVEY CONTROL
 DU0586  ___________________________________________________________________
 DU0586* NAD 83(1986)-  33 24 54.     (N)    111 34 23.     (W)     SCALED    
 DU0586* NAVD 88     -       505.092  (meters)    1657.12   (feet)  ADJUSTED  
 DU0586  ___________________________________________________________________
 DU0586  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU0586  DYNAMIC HT  -         504.478 (meters)    1655.11  (feet)  COMP
 DU0586  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 DU0586
 DU0586  VERT ORDER  -  FIRST     CLASS II
 DU0586
 DU0586.The horizontal coordinates were scaled from a topographic map and have
 DU0586.an estimated accuracy of +/- 6 seconds.
 DU0586
 DU0586.The orthometric height was determined by differential leveling
 DU0586.and adjusted in June 1991.
 DU0586
 DU0586.The geoid height was determined by GEOID03.
 DU0586
 DU0586.The dynamic height is computed by dividing the NAVD 88
 DU0586.geopotential number by the normal gravity value computed on the
 DU0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0586.degrees latitude (g = 980.6199 gals.).
 DU0586
 DU0586.The modeled gravity was interpolated from observed gravity values.
 DU0586
 DU0586;                    North         East    Units  Estimated Accuracy
 DU0586;SPC AZ C     -   267,830.      245,320.      MT  (+/- 180 meters Scaled)
 DU0586
 DU0586                          SUPERSEDED SURVEY CONTROL
 DU0586
 DU0586  NGVD 29 (??/??/92)  504.513  (m)         1655.22   (f) ADJ UNCH    1 2
 DU0586
 DU0586.Superseded values are not recommended for survey control.
 DU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0586.See file dsdata.txt to determine how the superseded data were derived.
 DU0586
 DU0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467974(NAD 83)
 DU0586_MARKER: DD = SURVEY DISK
 DU0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0586_SP_SET: ABUTMENT
 DU0586_STAMPING: 1654.61 761.95
 DU0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0586
 DU0586  HISTORY     - Date     Condition        Report By
 DU0586  HISTORY     - UNK      MONUMENTED       AZHD
 DU0586  HISTORY     - 1948     GOOD             NGS
 DU0586  HISTORY     - 1981     GOOD             NGS
 DU0586  HISTORY     - 19991120 GOOD             USPSQD
 DU0586  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0586
 DU0586                          STATION DESCRIPTION
 DU0586
 DU0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0586'1.4 MI W FROM APACHE JUNCTION.
 DU0586'ABOUT 1.4 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0586'22.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON THE TOP AND
 DU0586'AT THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A
 DU0586'SMALL WASH AND 1.0 FOOT LOWER THAN THE HIGHWAY.
 DU0586
 DU0586                          STATION RECOVERY (1981)
 DU0586
 DU0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0586'2.4 KILOMETERS (1.5 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0586'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0586'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0586'FEET) BOX CULVERT WITH A WOODEN HEADWALL AND IN FRONT OF THE GREYHOUND
 DU0586'DOG TRACK, 5.3 METERS (17.5 FEET) NORTH OF THE NORTH CENTERLINE OF
 DU0586'THE EASTBOUND HIGHWAY LANES.
 DU0586'THE MARK IS 0.4 M BELOW HIGHWAY CENTERLINE.
 DU0586
 DU0586                          STATION RECOVERY (1999)
 DU0586
 DU0586'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0586'RECOVERED IN GOOD CONDITION.
 DU0586
 DU0586                          STATION RECOVERY (2006)
 DU0586
 DU0586'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0586'MARK NOT FOUND. THE CULVERT AND HEADWALL HAVE BEEN REBUILT. ASSUMED
 DU0586'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0495 ***********************************************************************
 GQ0495  DESIGNATION -  166 DOR
 GQ0495  PID         -  GQ0495
 GQ0495  STATE/COUNTY-  AZ/MOHAVE
 GQ0495  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0495
 GQ0495                         *CURRENT SURVEY CONTROL
 GQ0495  ___________________________________________________________________
 GQ0495* NAD 83(1986)-  36 20 57.     (N)    113 37 35.     (W)     SCALED    
 GQ0495* NAVD 88     -      1795.321  (meters)    5890.15   (feet)  POSTED    
 GQ0495  ___________________________________________________________________
 GQ0495  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 GQ0495  DYNAMIC HT  -        1793.140 (meters)    5882.99  (feet)  COMP
 GQ0495  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 GQ0495
 GQ0495  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0495
 GQ0495.The horizontal coordinates were scaled from a topographic map and have
 GQ0495.an estimated accuracy of +/- 6 seconds.
 GQ0495
 GQ0495.The orthometric height was determined by differential leveling
 GQ0495.and adjusted by the  in 1992.
 GQ0495.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0495.rate of 0.0 thru 1.0 mm/km.
 GQ0495
 GQ0495.The geoid height was determined by GEOID03.
 GQ0495
 GQ0495.The dynamic height is computed by dividing the NAVD 88
 GQ0495.geopotential number by the normal gravity value computed on the
 GQ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0495.degrees latitude (g = 980.6199 gals.).
 GQ0495
 GQ0495.The modeled gravity was interpolated from observed gravity values.
 GQ0495
 GQ0495;                    North         East    Units  Estimated Accuracy
 GQ0495;SPC AZ W     -   593,280.      224,460.      MT  (+/- 180 meters Scaled)
 GQ0495
 GQ0495                          SUPERSEDED SURVEY CONTROL
 GQ0495
 GQ0495.No superseded survey control is available for this station.
 GQ0495
 GQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF643258(NAD 83)
 GQ0495_MARKER: DB = BENCH MARK DISK
 GQ0495_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0495_SP_SET: ROCK OUTCROP
 GQ0495_STAMPING: 166 DOR 1970 5887
 GQ0495_MARK LOGO: USGS  
 GQ0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0495+STABILITY: POSITION/ELEVATION WELL
 GQ0495
 GQ0495  HISTORY     - Date     Condition        Report By
 GQ0495  HISTORY     - 1970     MONUMENTED       USGS
 GQ0495
 GQ0495                          STATION DESCRIPTION
 GQ0495
 GQ0495'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0495'110.9 KM (68.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0495'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0495'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0495'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0495'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 23.0 MILES SOUTHWEST TO A
 GQ0495'RESERVOIR (GARDNER RESERVOIR OR OVERNITE POND), 350 FEET EAST OF A 12
 GQ0495'BY 18 FOOT CORRUGATED METAL BUILDING, 36 FEET EAST OF THE NORTH END
 GQ0495'OF A DYKE AND THE ROAD.
 GQ0495'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0445 ***********************************************************************
 CZ0445  DESIGNATION -  1660+01.5
 CZ0445  PID         -  CZ0445
 CZ0445  STATE/COUNTY-  AZ/PINAL
 CZ0445  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0445
 CZ0445                         *CURRENT SURVEY CONTROL
 CZ0445  ___________________________________________________________________
 CZ0445* NAD 83(1986)-  32 40 07.     (N)    111 03 24.     (W)     SCALED    
 CZ0445* NAVD 88     -       938.13   (+/-2cm)    3077.8    (feet)  VERTCON   
 CZ0445  ___________________________________________________________________
 CZ0445  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CZ0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0445
 CZ0445.The horizontal coordinates were scaled from a topographic map and have
 CZ0445.an estimated accuracy of +/- 6 seconds.
 CZ0445
 CZ0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0445.The vertical order pertains to the NGVD 29 superseded value.
 CZ0445
 CZ0445.The geoid height was determined by GEOID03.
 CZ0445
 CZ0445;                    North         East    Units  Estimated Accuracy
 CZ0445;SPC AZ C     -   185,330.      294,020.      MT  (+/- 180 meters Scaled)
 CZ0445
 CZ0445                          SUPERSEDED SURVEY CONTROL
 CZ0445
 CZ0445  NGVD 29 (??/??/92)  937.473  (m)         3075.69   (f) ADJ UNCH    2 0
 CZ0445
 CZ0445.Superseded values are not recommended for survey control.
 CZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0445.See file dsdata.txt to determine how the superseded data were derived.
 CZ0445
 CZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB946145(NAD 83)
 CZ0445_MARKER: DD = SURVEY DISK
 CZ0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0445_SP_SET: BRIDGE
 CZ0445_STAMPING: 1660+01.5 3075.53
 CZ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0445+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ0445
 CZ0445  HISTORY     - Date     Condition        Report By
 CZ0445  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0445  HISTORY     - 1962     GOOD             NGS
 CZ0445  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0445
 CZ0445                          STATION DESCRIPTION
 CZ0445
 CZ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0445'10.35 MI NW FROM ORACLE JUNCTION.
 CZ0445'10.35 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0445'JUNCTION, 32 FEET SOUTH OF SIGN CADILLAC WASH, 14.2 FEET WEST OF THE
 CZ0445'CENTER OF U.S. HIGHWAY 80, A STANDARD DISK SET IN A DRILLHOLE IN THE
 CZ0445'WEST HEADWALL OF A CONCRETE BRIDGE OF CADILLAC WASH.
 CZ0445
 CZ0445                          STATION RECOVERY (2007)
 CZ0445
 CZ0445'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0445'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0445'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79,
 CZ0445'THE CADILLAC WASH SIGN WAS NOT FOUND, THE MARK IS LOCATED IN THE
 CZ0445'NORTHWEST CORNER OF THE NORTHWEST HEADWALL, 0.8 FEET SOUTHEAST OF THE
 CZ0445'EXPANSION JOINT, AND 0.7 FEET ABOVE THE ROAD SURFACE. HANDHELD
 CZ0445'COORDINATES
 CZ0445'32 40 07.6 (N)   111 03 25.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0585 ***********************************************************************
 DU0585  DESIGNATION -  1667.27
 DU0585  PID         -  DU0585
 DU0585  STATE/COUNTY-  AZ/PINAL
 DU0585  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0585
 DU0585                         *CURRENT SURVEY CONTROL
 DU0585  ___________________________________________________________________
 DU0585* NAD 83(1986)-  33 24 54.     (N)    111 34 06.     (W)     SCALED    
 DU0585* NAVD 88     -       508.964  (meters)    1669.83   (feet)  ADJUSTED  
 DU0585  ___________________________________________________________________
 DU0585  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU0585  DYNAMIC HT  -         508.345 (meters)    1667.80  (feet)  COMP
 DU0585  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 DU0585
 DU0585  VERT ORDER  -  FIRST     CLASS II
 DU0585
 DU0585.The horizontal coordinates were scaled from a topographic map and have
 DU0585.an estimated accuracy of +/- 6 seconds.
 DU0585
 DU0585.The orthometric height was determined by differential leveling
 DU0585.and adjusted in June 1991.
 DU0585
 DU0585.The geoid height was determined by GEOID03.
 DU0585
 DU0585.The dynamic height is computed by dividing the NAVD 88
 DU0585.geopotential number by the normal gravity value computed on the
 DU0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0585.degrees latitude (g = 980.6199 gals.).
 DU0585
 DU0585.The modeled gravity was interpolated from observed gravity values.
 DU0585
 DU0585;                    North         East    Units  Estimated Accuracy
 DU0585;SPC AZ C     -   267,830.      245,760.      MT  (+/- 180 meters Scaled)
 DU0585
 DU0585                          SUPERSEDED SURVEY CONTROL
 DU0585
 DU0585  NGVD 29 (??/??/92)  508.385  (m)         1667.93   (f) ADJ UNCH    1 2
 DU0585
 DU0585.Superseded values are not recommended for survey control.
 DU0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0585.See file dsdata.txt to determine how the superseded data were derived.
 DU0585
 DU0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB471974(NAD 83)
 DU0585_MARKER: DD = SURVEY DISK
 DU0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0585_SP_SET: ABUTMENT
 DU0585_STAMPING: 1667.27 776.66
 DU0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0585
 DU0585  HISTORY     - Date     Condition        Report By
 DU0585  HISTORY     - UNK      MONUMENTED       AZHD
 DU0585  HISTORY     - 1948     GOOD             NGS
 DU0585  HISTORY     - 1967     GOOD             NGS
 DU0585  HISTORY     - 1981     GOOD             NGS
 DU0585  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0585  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU0585  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0585
 DU0585                          STATION DESCRIPTION
 DU0585
 DU0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0585'1.1 MI W FROM APACHE JUNCTION.
 DU0585'ABOUT 1.1 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0585'21.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT
 DU0585'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0585'WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0585
 DU0585                          STATION RECOVERY (1967)
 DU0585
 DU0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0585'RECOVERED IN GOOD CONDITION.
 DU0585
 DU0585                          STATION RECOVERY (1981)
 DU0585
 DU0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0585'2.0 KILOMETERS (1.25 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0585'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0585'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 1.5 X 1 METER (5X3
 DU0585'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 5.0 METERS (16.5 FEET) NORTH
 DU0585'OF THE NORTH CENTERLINE OF THE EASTBOUND HIGHWAY LANES, 67.7 METERS
 DU0585'(222.0 FEET) EAST OF THE CENTERLINE OF OCOTILLO STREET AND 17.4 METERS
 DU0585'(57.0 FEET) WEST OF THE EXTENDED CENTERLINE OF MAIN STREET.
 DU0585'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU0585
 DU0585                          STATION RECOVERY (1999)
 DU0585
 DU0585'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0585'MARK NOT FOUND.
 DU0585
 DU0585                          STATION RECOVERY (2006)
 DU0585
 DU0585'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0585'NOTE THAT THE HEADWALL IS NOW CONCRETE AND THE ABUTMENT APPEARS TO
 DU0585'HAVE NEW CONCRETE.
 DU0585
 DU0585                          STATION RECOVERY (2006)
 DU0585
 DU0585'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0585'MARK NOT FOUND. THE CULVERT AND HEADWALL HAVE BEEN REBUILT. ASSUMED
 DU0585'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1522 ***********************************************************************
 CZ1522  DESIGNATION -  1667.47
 CZ1522  PID         -  CZ1522
 CZ1522  STATE/COUNTY-  AZ/PINAL
 CZ1522  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1522
 CZ1522                         *CURRENT SURVEY CONTROL
 CZ1522  ___________________________________________________________________
 CZ1522* NAD 83(1986)-  32 41 34.     (N)    111 27 50.     (W)     SCALED    
 CZ1522* NAVD 88     -       507.07   (+/-2cm)    1663.6    (feet)  VERTCON   
 CZ1522  ___________________________________________________________________
 CZ1522  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ1522  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1522
 CZ1522.The horizontal coordinates were scaled from a topographic map and have
 CZ1522.an estimated accuracy of +/- 6 seconds.
 CZ1522
 CZ1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1522.The vertical order pertains to the NGVD 29 superseded value.
 CZ1522
 CZ1522.The geoid height was determined by GEOID03.
 CZ1522
 CZ1522;                    North         East    Units  Estimated Accuracy
 CZ1522;SPC AZ C     -   187,770.      255,820.      MT  (+/- 180 meters Scaled)
 CZ1522
 CZ1522                          SUPERSEDED SURVEY CONTROL
 CZ1522
 CZ1522  NGVD 29 (??/??/92)  506.502  (m)         1661.75   (f) ADJ UNCH    1 2
 CZ1522
 CZ1522.Superseded values are not recommended for survey control.
 CZ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1522.See file dsdata.txt to determine how the superseded data were derived.
 CZ1522
 CZ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB565173(NAD 83)
 CZ1522_MARKER: DD = SURVEY DISK
 CZ1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1522_STAMPING: 1667.47
 CZ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1522+STABILITY: SURFACE MOTION
 CZ1522
 CZ1522  HISTORY     - Date     Condition        Report By
 CZ1522  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1522  HISTORY     - 1975     GOOD             AZDT
 CZ1522  HISTORY     - 1975     GOOD             AZDT
 CZ1522  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1522
 CZ1522                          STATION DESCRIPTION
 CZ1522
 CZ1522'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1522'1.75 MI SE FROM PICACHO.
 CZ1522'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.6 MILES AND TO
 CZ1522'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1522'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1522'CAP, SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
 CZ1522
 CZ1522                          STATION RECOVERY (1975)
 CZ1522
 CZ1522'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1522'FROM MILEPOST 214, I-10, EAST ON THE INTERSTATE FOR 0.6 MILES AND TO
 CZ1522'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1522'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1522'CAP, SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
 CZ1522
 CZ1522                          STATION RECOVERY (2007)
 CZ1522
 CZ1522'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0672 ***********************************************************************
 DW0672  DESIGNATION -  1667.91
 DW0672  PID         -  DW0672
 DW0672  STATE/COUNTY-  AZ/LA PAZ
 DW0672  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0672
 DW0672                         *CURRENT SURVEY CONTROL
 DW0672  ___________________________________________________________________
 DW0672* NAD 83(1986)-  33 40 28.     (N)    114 03 30.     (W)     SCALED    
 DW0672* NAVD 88     -       512.428  (meters)    1681.19   (feet)  ADJUSTED  
 DW0672  ___________________________________________________________________
 DW0672  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DW0672  DYNAMIC HT  -         511.837 (meters)    1679.25  (feet)  COMP
 DW0672  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 DW0672
 DW0672  VERT ORDER  -  FIRST     CLASS II
 DW0672
 DW0672.The horizontal coordinates were scaled from a topographic map and have
 DW0672.an estimated accuracy of +/- 6 seconds.
 DW0672
 DW0672.The orthometric height was determined by differential leveling
 DW0672.and adjusted in June 1991.
 DW0672
 DW0672.The geoid height was determined by GEOID03.
 DW0672
 DW0672.The dynamic height is computed by dividing the NAVD 88
 DW0672.geopotential number by the normal gravity value computed on the
 DW0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0672.degrees latitude (g = 980.6199 gals.).
 DW0672
 DW0672.The modeled gravity was interpolated from observed gravity values.
 DW0672
 DW0672;                    North         East    Units  Estimated Accuracy
 DW0672;SPC AZ W     -   296,600.      184,770.      MT  (+/- 180 meters Scaled)
 DW0672
 DW0672                          SUPERSEDED SURVEY CONTROL
 DW0672
 DW0672  NGVD 29 (??/??/??)  511.718  (m)         1678.86   (f) ADJUSTED    1 2
 DW0672
 DW0672.Superseded values are not recommended for survey control.
 DW0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0672.See file dsdata.txt to determine how the superseded data were derived.
 DW0672
 DW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT727299(NAD 83)
 DW0672_MARKER: DD = SURVEY DISK
 DW0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0672_SP_SET: HEADWALL
 DW0672_STAMPING: 1677.91 1546+50
 DW0672_MARK LOGO: AZHD  
 DW0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0672
 DW0672  HISTORY     - Date     Condition        Report By
 DW0672  HISTORY     - UNK      MONUMENTED       AZHD
 DW0672  HISTORY     - 1933     GOOD             NGS
 DW0672  HISTORY     - 1981     GOOD             NGS
 DW0672  HISTORY     - 20090218 MARK NOT FOUND   GEOCAC
 DW0672
 DW0672                          STATION DESCRIPTION
 DW0672
 DW0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0672'10.5 MI E FROM QUARTZSITE.
 DW0672'ABOUT 10.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0672'YUMA COUNTY, AT A 2-FOOT CONCRETE CULVERT, AND IN THE CENTER OF
 DW0672'THE TOP OF THE SOUTH HEAD WALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0672'STANDARD DISK, STAMPED 1677.91 1546+50.
 DW0672
 DW0672                          STATION RECOVERY (1981)
 DW0672
 DW0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0672'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0672'HIGHWAY 95 OVERPASS IN QUARTZSITE, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DW0672'ALONG GOLD NUGGET ROAD, THENCE 1.9 KM (1.2 MI) EAST ALONG OLD U.S.
 DW0672'HIGHWAY 60, SET IN THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL FOR A
 DW0672'2 X 2 FOOT BOX CULVERT, 70 PACES EAST OF THE TOP OF THE HIGHWAY GRADE,
 DW0672'4.5 METERS (15.0 FT) SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 DW0672'THE MARK IS 0.15 M BELOW THE HIGHWAY CENTERLINE.
 DW0672
 DW0672                          STATION RECOVERY (2009)
 DW0672
 DW0672'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0672'THE DISK HAS BEEN PRIED OUT OF ITS SETTING BY VANDALS
 DW0672'AND ONLY ITS IMPRESSION IN THE CONCRETE REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0496 ***********************************************************************
 GQ0496  DESIGNATION -  167 DOR
 GQ0496  PID         -  GQ0496
 GQ0496  STATE/COUNTY-  AZ/MOHAVE
 GQ0496  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0496
 GQ0496                         *CURRENT SURVEY CONTROL
 GQ0496  ___________________________________________________________________
 GQ0496* NAD 83(1986)-  36 20 12.     (N)    113 37 18.     (W)     SCALED    
 GQ0496* NAVD 88     -      1804.298  (meters)    5919.60   (feet)  POSTED    
 GQ0496  ___________________________________________________________________
 GQ0496  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 GQ0496  DYNAMIC HT  -        1802.110 (meters)    5912.42  (feet)  COMP
 GQ0496  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 GQ0496
 GQ0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0496
 GQ0496.The horizontal coordinates were scaled from a topographic map and have
 GQ0496.an estimated accuracy of +/- 6 seconds.
 GQ0496
 GQ0496.The orthometric height was determined by differential leveling
 GQ0496.and adjusted by the  in 1992.
 GQ0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0496.rate of 0.0 thru 1.0 mm/km.
 GQ0496
 GQ0496.The geoid height was determined by GEOID03.
 GQ0496
 GQ0496.The dynamic height is computed by dividing the NAVD 88
 GQ0496.geopotential number by the normal gravity value computed on the
 GQ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0496.degrees latitude (g = 980.6199 gals.).
 GQ0496
 GQ0496.The modeled gravity was interpolated from observed gravity values.
 GQ0496
 GQ0496;                    North         East    Units  Estimated Accuracy
 GQ0496;SPC AZ W     -   591,890.      224,880.      MT  (+/- 180 meters Scaled)
 GQ0496
 GQ0496                          SUPERSEDED SURVEY CONTROL
 GQ0496
 GQ0496.No superseded survey control is available for this station.
 GQ0496
 GQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF646244(NAD 83)
 GQ0496_MARKER: DB = BENCH MARK DISK
 GQ0496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0496_SP_SET: COPPER-CLAD STEEL ROD
 GQ0496_STAMPING: 167 DOR 1970 5917
 GQ0496_MARK LOGO: USGS  
 GQ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0496
 GQ0496  HISTORY     - Date     Condition        Report By
 GQ0496  HISTORY     - 1970     MONUMENTED       USGS
 GQ0496
 GQ0496                          STATION DESCRIPTION
 GQ0496
 GQ0496'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0496'112.5 KM (69.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0496'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0496'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0496'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0496'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 24.0 MILES SOUTHWEST TO THE
 GQ0496'TOP OF A RISE, 0.3 MILES SOUTHWEST OF A T-ROAD LEADING EAST TO MT.
 GQ0496'TRUMBULL, 36 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0496'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0071 ***********************************************************************
 CH0071  DESIGNATION -  1670.46
 CH0071  PID         -  CH0071
 CH0071  STATE/COUNTY-  AZ/PIMA
 CH0071  USGS QUAD   -  LUKEVILLE (1988)
 CH0071
 CH0071                         *CURRENT SURVEY CONTROL
 CH0071  ___________________________________________________________________
 CH0071* NAD 83(1986)-  31 56 57.     (N)    112 48 02.     (W)     SCALED    
 CH0071* NAVD 88     -       509.36   (+/-2cm)    1671.1    (feet)  VERTCON   
 CH0071  ___________________________________________________________________
 CH0071  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CH0071  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0071
 CH0071.The horizontal coordinates were scaled from a topographic map and have
 CH0071.an estimated accuracy of +/- 6 seconds.
 CH0071
 CH0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0071.The vertical order pertains to the NGVD 29 superseded value.
 CH0071
 CH0071.The geoid height was determined by GEOID03.
 CH0071
 CH0071;                    North         East    Units  Estimated Accuracy
 CH0071;SPC AZ C     -   105,570.      129,800.      MT  (+/- 180 meters Scaled)
 CH0071
 CH0071                          SUPERSEDED SURVEY CONTROL
 CH0071
 CH0071  NGVD 29 (??/??/92)  508.606  (m)         1668.65   (f) ADJ UNCH    1 2
 CH0071
 CH0071.Superseded values are not recommended for survey control.
 CH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0071.See file dsdata.txt to determine how the superseded data were derived.
 CH0071
 CH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA298362(NAD 83)
 CH0071_MARKER: DD = SURVEY DISK
 CH0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0071_STAMPING: 1670.46 T1
 CH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0071+STABILITY: SURFACE MOTION
 CH0071
 CH0071  HISTORY     - Date     Condition        Report By
 CH0071  HISTORY     - UNK      MONUMENTED       USDA
 CH0071  HISTORY     - 1953     GOOD             NGS
 CH0071  HISTORY     - 1981     GOOD             NGS
 CH0071  HISTORY     - 19841129 GOOD             USGS
 CH0071  HISTORY     - 19941110 GOOD             USPSQD
 CH0071
 CH0071                          STATION DESCRIPTION
 CH0071
 CH0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0071'5.1 MI N FROM LUKEVILLE.
 CH0071'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0071'LUKEVILLE, AT THE ORGAN PIPE CACTUS NATIONAL MONUMENT HEADQUARTERS,
 CH0071'173.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 153 1/2
 CH0071'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTHWEST OF THE
 CH0071'CENTER LINE OF THE HEADQUARTERS DRIVEWAY, 1.5 FEET NORTH OF A WITNESS
 CH0071'POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 CH0071'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CH0071
 CH0071                          STATION RECOVERY (1981)
 CH0071
 CH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0071'RECOVERED IN GOOD CONDITION.
 CH0071
 CH0071                          STATION RECOVERY (1984)
 CH0071
 CH0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (GAH)
 CH0071'RECOVERED IN GOOD CONDITION.
 CH0071
 CH0071                          STATION RECOVERY (1994)
 CH0071
 CH0071'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1525 ***********************************************************************
 CZ1525  DESIGNATION -  1676.24
 CZ1525  PID         -  CZ1525
 CZ1525  STATE/COUNTY-  AZ/PINAL
 CZ1525  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1525
 CZ1525                         *CURRENT SURVEY CONTROL
 CZ1525  ___________________________________________________________________
 CZ1525* NAD 83(1986)-  32 41 22.     (N)    111 27 28.     (W)     SCALED    
 CZ1525* NAVD 88     -       509.84   (+/-2cm)    1672.7    (feet)  VERTCON   
 CZ1525  ___________________________________________________________________
 CZ1525  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ1525  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1525
 CZ1525.The horizontal coordinates were scaled from a topographic map and have
 CZ1525.an estimated accuracy of +/- 6 seconds.
 CZ1525
 CZ1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1525.The vertical order pertains to the NGVD 29 superseded value.
 CZ1525
 CZ1525.The geoid height was determined by GEOID03.
 CZ1525
 CZ1525;                    North         East    Units  Estimated Accuracy
 CZ1525;SPC AZ C     -   187,410.      256,390.      MT  (+/- 180 meters Scaled)
 CZ1525
 CZ1525                          SUPERSEDED SURVEY CONTROL
 CZ1525
 CZ1525  NGVD 29 (??/??/92)  509.264  (m)         1670.81   (f) ADJ UNCH    1 2
 CZ1525
 CZ1525.Superseded values are not recommended for survey control.
 CZ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1525.See file dsdata.txt to determine how the superseded data were derived.
 CZ1525
 CZ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB570169(NAD 83)
 CZ1525_MARKER: DD = SURVEY DISK
 CZ1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1525_STAMPING: 1676.24
 CZ1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1525+STABILITY: SURFACE MOTION
 CZ1525
 CZ1525  HISTORY     - Date     Condition        Report By
 CZ1525  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1525  HISTORY     - 1975     GOOD             AZDT
 CZ1525
 CZ1525                          STATION DESCRIPTION
 CZ1525
 CZ1525'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1525'2.5 MI SE FROM PICACHO.
 CZ1525'AT MILEPOST 215.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY A P AND M
 CZ1525'SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS CAP, SET IN
 CZ1525'AN 8 IN. CONCRETE POST, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0497 ***********************************************************************
 GQ0497  DESIGNATION -  168 DOR
 GQ0497  PID         -  GQ0497
 GQ0497  STATE/COUNTY-  AZ/MOHAVE
 GQ0497  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0497
 GQ0497                         *CURRENT SURVEY CONTROL
 GQ0497  ___________________________________________________________________
 GQ0497* NAD 83(1986)-  36 19 24.     (N)    113 37 01.     (W)     SCALED    
 GQ0497* NAVD 88     -      1772.657  (meters)    5815.79   (feet)  POSTED    
 GQ0497  ___________________________________________________________________
 GQ0497  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 GQ0497  DYNAMIC HT  -        1770.510 (meters)    5808.75  (feet)  COMP
 GQ0497  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 GQ0497
 GQ0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0497
 GQ0497.The horizontal coordinates were scaled from a topographic map and have
 GQ0497.an estimated accuracy of +/- 6 seconds.
 GQ0497
 GQ0497.The orthometric height was determined by differential leveling
 GQ0497.and adjusted by the  in 1992.
 GQ0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0497.rate of 0.0 thru 1.0 mm/km.
 GQ0497
 GQ0497.The geoid height was determined by GEOID03.
 GQ0497
 GQ0497.The dynamic height is computed by dividing the NAVD 88
 GQ0497.geopotential number by the normal gravity value computed on the
 GQ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0497.degrees latitude (g = 980.6199 gals.).
 GQ0497
 GQ0497.The modeled gravity was interpolated from observed gravity values.
 GQ0497
 GQ0497;                    North         East    Units  Estimated Accuracy
 GQ0497;SPC AZ W     -   590,420.      225,310.      MT  (+/- 180 meters Scaled)
 GQ0497
 GQ0497                          SUPERSEDED SURVEY CONTROL
 GQ0497
 GQ0497.No superseded survey control is available for this station.
 GQ0497
 GQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF650229(NAD 83)
 GQ0497_MARKER: DB = BENCH MARK DISK
 GQ0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0497_SP_SET: COPPER-CLAD STEEL ROD
 GQ0497_STAMPING: 168 DOR 1970 5813
 GQ0497_MARK LOGO: USGS  
 GQ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0497
 GQ0497  HISTORY     - Date     Condition        Report By
 GQ0497  HISTORY     - 1970     MONUMENTED       USGS
 GQ0497
 GQ0497                          STATION DESCRIPTION
 GQ0497
 GQ0497'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0497'114.1 KM (70.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0497'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0497'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0497'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0497'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.0 MILES SOUTHWEST, 39 FEET
 GQ0497'EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0497'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0582 ***********************************************************************
 DU0582  DESIGNATION -  1680.92
 DU0582  PID         -  DU0582
 DU0582  STATE/COUNTY-  AZ/PINAL
 DU0582  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0582
 DU0582                         *CURRENT SURVEY CONTROL
 DU0582  ___________________________________________________________________
 DU0582* NAD 83(1986)-  33 24 54.     (N)    111 33 49.     (W)     SCALED    
 DU0582* NAVD 88     -       513.10   (+/-2cm)    1683.4    (feet)  VERTCON   
 DU0582  ___________________________________________________________________
 DU0582  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0582  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0582
 DU0582.The horizontal coordinates were scaled from a topographic map and have
 DU0582.an estimated accuracy of +/- 6 seconds.
 DU0582
 DU0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0582.The vertical order pertains to the NGVD 29 superseded value.
 DU0582
 DU0582.The geoid height was determined by GEOID03.
 DU0582
 DU0582;                    North         East    Units  Estimated Accuracy
 DU0582;SPC AZ C     -   267,830.      246,200.      MT  (+/- 180 meters Scaled)
 DU0582
 DU0582                          SUPERSEDED SURVEY CONTROL
 DU0582
 DU0582  NGVD 29 (??/??/92)  512.536  (m)         1681.55   (f) ADJ UNCH    1 2
 DU0582
 DU0582.Superseded values are not recommended for survey control.
 DU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0582.See file dsdata.txt to determine how the superseded data were derived.
 DU0582
 DU0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB475974(NAD 83)
 DU0582_MARKER: DD = SURVEY DISK
 DU0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0582_STAMPING: 1680.92 792.81
 DU0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0582+STABILITY: SURFACE MOTION
 DU0582
 DU0582  HISTORY     - Date     Condition        Report By
 DU0582  HISTORY     - UNK      MONUMENTED       AZHD
 DU0582  HISTORY     - 1948     GOOD             NGS
 DU0582  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0582  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0582
 DU0582                          STATION DESCRIPTION
 DU0582
 DU0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0582'0.8 MI W FROM APACHE JUNCTION.
 DU0582'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0582'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31.5 FEET SOUTHWEST
 DU0582'OF MILEPOST NO. 195, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DU0582'INCHES.
 DU0582
 DU0582                          STATION RECOVERY (1981)
 DU0582
 DU0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0582'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0582
 DU0582                          STATION RECOVERY (2008)
 DU0582
 DU0582'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0582'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0582'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0582'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0583 ***********************************************************************
 DU0583  DESIGNATION -  1681.16
 DU0583  PID         -  DU0583
 DU0583  STATE/COUNTY-  AZ/PINAL
 DU0583  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0583
 DU0583                         *CURRENT SURVEY CONTROL
 DU0583  ___________________________________________________________________
 DU0583* NAD 83(1986)-  33 24 54.     (N)    111 33 54.     (W)     SCALED    
 DU0583* NAVD 88     -       513.17   (+/-2cm)    1683.6    (feet)  VERTCON   
 DU0583  ___________________________________________________________________
 DU0583  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0583  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0583
 DU0583.The horizontal coordinates were scaled from a topographic map and have
 DU0583.an estimated accuracy of +/- 6 seconds.
 DU0583
 DU0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0583.The vertical order pertains to the NGVD 29 superseded value.
 DU0583
 DU0583.The geoid height was determined by GEOID03.
 DU0583
 DU0583;                    North         East    Units  Estimated Accuracy
 DU0583;SPC AZ C     -   267,830.      246,070.      MT  (+/- 180 meters Scaled)
 DU0583
 DU0583                          SUPERSEDED SURVEY CONTROL
 DU0583
 DU0583  NGVD 29 (??/??/92)  512.606  (m)         1681.77   (f) ADJ UNCH    1 2
 DU0583
 DU0583.Superseded values are not recommended for survey control.
 DU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0583.See file dsdata.txt to determine how the superseded data were derived.
 DU0583
 DU0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB474974(NAD 83)
 DU0583_MARKER: DD = SURVEY DISK
 DU0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0583_STAMPING: 1681.16 791.81
 DU0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0583+STABILITY: SURFACE MOTION
 DU0583
 DU0583  HISTORY     - Date     Condition        Report By
 DU0583  HISTORY     - UNK      MONUMENTED       AZHD
 DU0583  HISTORY     - 1948     GOOD             NGS
 DU0583  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0583  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0583
 DU0583                          STATION DESCRIPTION
 DU0583
 DU0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0583'0.8 MI W FROM APACHE JUNCTION.
 DU0583'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0583'50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0583'CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0583
 DU0583                          STATION RECOVERY (1981)
 DU0583
 DU0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0583'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0583
 DU0583                          STATION RECOVERY (2008)
 DU0583
 DU0583'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0583'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0583'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0583'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0584 ***********************************************************************
 DU0584  DESIGNATION -  1681.74
 DU0584  PID         -  DU0584
 DU0584  STATE/COUNTY-  AZ/PINAL
 DU0584  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0584
 DU0584                         *CURRENT SURVEY CONTROL
 DU0584  ___________________________________________________________________
 DU0584* NAD 83(1986)-  33 24 54.     (N)    111 33 54.     (W)     SCALED    
 DU0584* NAVD 88     -       513.35   (+/-2cm)    1684.2    (feet)  VERTCON   
 DU0584  ___________________________________________________________________
 DU0584  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0584  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0584
 DU0584.The horizontal coordinates were scaled from a topographic map and have
 DU0584.an estimated accuracy of +/- 6 seconds.
 DU0584
 DU0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0584.The vertical order pertains to the NGVD 29 superseded value.
 DU0584
 DU0584.The geoid height was determined by GEOID03.
 DU0584
 DU0584;                    North         East    Units  Estimated Accuracy
 DU0584;SPC AZ C     -   267,830.      246,070.      MT  (+/- 180 meters Scaled)
 DU0584
 DU0584                          SUPERSEDED SURVEY CONTROL
 DU0584
 DU0584  NGVD 29 (??/??/92)  512.787  (m)         1682.37   (f) ADJ UNCH    1 2
 DU0584
 DU0584.Superseded values are not recommended for survey control.
 DU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0584.See file dsdata.txt to determine how the superseded data were derived.
 DU0584
 DU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB474974(NAD 83)
 DU0584_MARKER: DD = SURVEY DISK
 DU0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0584_STAMPING: 1681.74 791.81
 DU0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0584+STABILITY: SURFACE MOTION
 DU0584
 DU0584  HISTORY     - Date     Condition        Report By
 DU0584  HISTORY     - UNK      MONUMENTED       AZHD
 DU0584  HISTORY     - 1948     GOOD             NGS
 DU0584  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0584  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0584
 DU0584                          STATION DESCRIPTION
 DU0584
 DU0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0584'0.8 MI W FROM APACHE JUNCTION.
 DU0584'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0584'46.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0584'CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0584
 DU0584                          STATION RECOVERY (1981)
 DU0584
 DU0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0584'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0584
 DU0584                          STATION RECOVERY (2008)
 DU0584
 DU0584'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0584'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0584'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1171 ***********************************************************************
 DV1171  DESIGNATION -  1681.83
 DV1171  PID         -  DV1171
 DV1171  STATE/COUNTY-  AZ/LA PAZ
 DV1171  USGS QUAD   -  HOPE (1990)
 DV1171
 DV1171                         *CURRENT SURVEY CONTROL
 DV1171  ___________________________________________________________________
 DV1171* NAD 83(1986)-  33 43 35.     (N)    113 41 04.     (W)     SCALED    
 DV1171* NAVD 88     -       513.62   (+/-2cm)    1685.1    (feet)  VERTCON   
 DV1171  ___________________________________________________________________
 DV1171  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1171  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1171
 DV1171.The horizontal coordinates were scaled from a topographic map and have
 DV1171.an estimated accuracy of +/- 6 seconds.
 DV1171
 DV1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1171.The vertical order pertains to the NGVD 29 superseded value.
 DV1171
 DV1171.The geoid height was determined by GEOID03.
 DV1171
 DV1171;                    North         East    Units  Estimated Accuracy
 DV1171;SPC AZ W     -   302,320.      219,440.      MT  (+/- 180 meters Scaled)
 DV1171
 DV1171                          SUPERSEDED SURVEY CONTROL
 DV1171
 DV1171  NGVD 29 (??/??/92)  512.910  (m)         1682.77   (f) ADJ UNCH    1 2
 DV1171
 DV1171.Superseded values are not recommended for survey control.
 DV1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1171.See file dsdata.txt to determine how the superseded data were derived.
 DV1171
 DV1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC512350(NAD 83)
 DV1171_MARKER: DD = SURVEY DISK
 DV1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1171_SP_SET: CURB
 DV1171_STAMPING: 1681.83 217+30
 DV1171_MARK LOGO: AZHD  
 DV1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1171
 DV1171  HISTORY     - Date     Condition        Report By
 DV1171  HISTORY     - UNK      MONUMENTED       AZHD
 DV1171  HISTORY     - 1948     GOOD             NGS
 DV1171  HISTORY     - 1981     POOR             NGS
 DV1171
 DV1171                          STATION DESCRIPTION
 DV1171
 DV1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1171'5.7 MI SW FROM SALOME.
 DV1171'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY,
 DV1171'1.1 MILES EAST OF HOPE AT STATION 217+30, AT A CONCRETE BRIDGE, 2 FEET
 DV1171'WEST OF THE FIRST POST WEST OF THE EAST END OF THE SOUTH RAIL, AND IN
 DV1171'THE CURB.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DV1171'1681.83 217+30.
 DV1171
 DV1171                          STATION RECOVERY (1981)
 DV1171
 DV1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1171'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0581 ***********************************************************************
 DU0581  DESIGNATION -  1682.05
 DU0581  PID         -  DU0581
 DU0581  STATE/COUNTY-  AZ/PINAL
 DU0581  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0581
 DU0581                         *CURRENT SURVEY CONTROL
 DU0581  ___________________________________________________________________
 DU0581* NAD 83(1986)-  33 24 54.     (N)    111 33 48.     (W)     SCALED    
 DU0581* NAVD 88     -       513.44   (+/-2cm)    1684.5    (feet)  VERTCON   
 DU0581  ___________________________________________________________________
 DU0581  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU0581  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0581
 DU0581.The horizontal coordinates were scaled from a topographic map and have
 DU0581.an estimated accuracy of +/- 6 seconds.
 DU0581
 DU0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0581.The vertical order pertains to the NGVD 29 superseded value.
 DU0581
 DU0581.The geoid height was determined by GEOID03.
 DU0581
 DU0581;                    North         East    Units  Estimated Accuracy
 DU0581;SPC AZ C     -   267,830.      246,220.      MT  (+/- 180 meters Scaled)
 DU0581
 DU0581                          SUPERSEDED SURVEY CONTROL
 DU0581
 DU0581  NGVD 29 (??/??/92)  512.876  (m)         1682.66   (f) ADJ UNCH    1 2
 DU0581
 DU0581.Superseded values are not recommended for survey control.
 DU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0581.See file dsdata.txt to determine how the superseded data were derived.
 DU0581
 DU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB476974(NAD 83)
 DU0581_MARKER: DD = SURVEY DISK
 DU0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0581_STAMPING: 1682.05 792.81
 DU0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0581+STABILITY: SURFACE MOTION
 DU0581
 DU0581  HISTORY     - Date     Condition        Report By
 DU0581  HISTORY     - UNK      MONUMENTED       AZHD
 DU0581  HISTORY     - 1948     GOOD             NGS
 DU0581  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0581  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0581
 DU0581                          STATION DESCRIPTION
 DU0581
 DU0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0581'0.8 MI W FROM APACHE JUNCTION.
 DU0581'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0581'46.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0581'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FEET BELOW THE LEVEL OF
 DU0581'THE HIGHWAY.
 DU0581
 DU0581                          STATION RECOVERY (1981)
 DU0581
 DU0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0581'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0581
 DU0581                          STATION RECOVERY (2008)
 DU0581
 DU0581'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0581'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0581'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0580 ***********************************************************************
 DU0580  DESIGNATION -  1685.99
 DU0580  PID         -  DU0580
 DU0580  STATE/COUNTY-  AZ/PINAL
 DU0580  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0580
 DU0580                         *CURRENT SURVEY CONTROL
 DU0580  ___________________________________________________________________
 DU0580* NAD 83(1986)-  33 24 54.     (N)    111 33 42.     (W)     SCALED    
 DU0580* NAVD 88     -       514.669  (meters)    1688.54   (feet)  ADJUSTED  
 DU0580  ___________________________________________________________________
 DU0580  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU0580  DYNAMIC HT  -         514.042 (meters)    1686.49  (feet)  COMP
 DU0580  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 DU0580
 DU0580  VERT ORDER  -  FIRST     CLASS II
 DU0580
 DU0580.The horizontal coordinates were scaled from a topographic map and have
 DU0580.an estimated accuracy of +/- 6 seconds.
 DU0580
 DU0580.The orthometric height was determined by differential leveling
 DU0580.and adjusted in June 1991.
 DU0580
 DU0580.The geoid height was determined by GEOID03.
 DU0580
 DU0580.The dynamic height is computed by dividing the NAVD 88
 DU0580.geopotential number by the normal gravity value computed on the
 DU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0580.degrees latitude (g = 980.6199 gals.).
 DU0580
 DU0580.The modeled gravity was interpolated from observed gravity values.
 DU0580
 DU0580;                    North         East    Units  Estimated Accuracy
 DU0580;SPC AZ C     -   267,830.      246,380.      MT  (+/- 180 meters Scaled)
 DU0580
 DU0580                          SUPERSEDED SURVEY CONTROL
 DU0580
 DU0580  NGVD 29 (??/??/92)  514.084  (m)         1686.62   (f) ADJ UNCH    1 2
 DU0580
 DU0580.Superseded values are not recommended for survey control.
 DU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0580.See file dsdata.txt to determine how the superseded data were derived.
 DU0580
 DU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB477974(NAD 83)
 DU0580_MARKER: DD = SURVEY DISK
 DU0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0580_SP_SET: ABUTMENT
 DU0580_STAMPING: 1685.99 797.41
 DU0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0580
 DU0580  HISTORY     - Date     Condition        Report By
 DU0580  HISTORY     - UNK      MONUMENTED       AZHD
 DU0580  HISTORY     - 1948     GOOD             NGS
 DU0580  HISTORY     - 1967     GOOD             NGS
 DU0580  HISTORY     - 1981     GOOD             NGS
 DU0580  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0580  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU0580  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0580
 DU0580                          STATION DESCRIPTION
 DU0580
 DU0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0580'0.7 MI W FROM APACHE JUNCTION.
 DU0580'ABOUT 0.7 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0580'21.1 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY NO. 80, SET ON TOP
 DU0580'AND AT THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A
 DU0580'SMALL WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0580
 DU0580                          STATION RECOVERY (1967)
 DU0580
 DU0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0580'RECOVERED IN GOOD CONDITION.
 DU0580
 DU0580                          STATION RECOVERY (1981)
 DU0580
 DU0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0580'1.3 KILOMETERS (0.85 MILE) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0580'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTIN, IN
 DU0580'TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER (5 X 3
 DU0580'FEET) BOX CULVERT WITH A WOODEN HEADWALL, 0.25 KILOMETER (0.15 MILE)
 DU0580'EAST OF IRONWOOD STREET AND 5.6 METERS (18.5 FEET) NORTH OF THE
 DU0580'NORTH CENTERLINE OF THE EASTBOUND HIGHWAY LANES.
 DU0580'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU0580
 DU0580                          STATION RECOVERY (1999)
 DU0580
 DU0580'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0580'MARK NOT FOUND.
 DU0580
 DU0580                          STATION RECOVERY (2006)
 DU0580
 DU0580'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0580'NOTE THAT THE HEADWALL IS NOW CONCRETE AND THE ABUTMENT APPEARS TO
 DU0580'HAVE NEW CONCRETE.
 DU0580
 DU0580                          STATION RECOVERY (2006)
 DU0580
 DU0580'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0580'MARK NOT FOUND. THE CULVERT AND HEADWALL HAVE BEEN REBUILT. ASSUMED
 DU0580'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1527 ***********************************************************************
 CZ1527  DESIGNATION -  1687.28
 CZ1527  PID         -  CZ1527
 CZ1527  STATE/COUNTY-  AZ/PINAL
 CZ1527  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1527
 CZ1527                         *CURRENT SURVEY CONTROL
 CZ1527  ___________________________________________________________________
 CZ1527* NAD 83(1986)-  32 41 12.     (N)    111 27 12.     (W)     SCALED    
 CZ1527* NAVD 88     -       513.46   (+/-2cm)    1684.6    (feet)  VERTCON   
 CZ1527  ___________________________________________________________________
 CZ1527  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ1527  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1527
 CZ1527.The horizontal coordinates were scaled from a topographic map and have
 CZ1527.an estimated accuracy of +/- 6 seconds.
 CZ1527
 CZ1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1527.The vertical order pertains to the NGVD 29 superseded value.
 CZ1527
 CZ1527.The geoid height was determined by GEOID03.
 CZ1527
 CZ1527;                    North         East    Units  Estimated Accuracy
 CZ1527;SPC AZ C     -   187,100.      256,810.      MT  (+/- 180 meters Scaled)
 CZ1527
 CZ1527                          SUPERSEDED SURVEY CONTROL
 CZ1527
 CZ1527  NGVD 29 (??/??/92)  512.888  (m)         1682.70   (f) ADJ UNCH    1 2
 CZ1527
 CZ1527.Superseded values are not recommended for survey control.
 CZ1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1527.See file dsdata.txt to determine how the superseded data were derived.
 CZ1527
 CZ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB575166(NAD 83)
 CZ1527_MARKER: DD = SURVEY DISK
 CZ1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1527_STAMPING: 1687.28
 CZ1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1527+STABILITY: SURFACE MOTION
 CZ1527
 CZ1527  HISTORY     - Date     Condition        Report By
 CZ1527  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1527  HISTORY     - 1975     GOOD             AZDT
 CZ1527
 CZ1527                          STATION DESCRIPTION
 CZ1527
 CZ1527'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1527'2.95 MI SE FROM PICACHO.
 CZ1527'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.4 MILES AND TO
 CZ1527'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1527'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1527'CAP, SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0498 ***********************************************************************
 GQ0498  DESIGNATION -  169 DOR
 GQ0498  PID         -  GQ0498
 GQ0498  STATE/COUNTY-  AZ/MOHAVE
 GQ0498  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0498
 GQ0498                         *CURRENT SURVEY CONTROL
 GQ0498  ___________________________________________________________________
 GQ0498* NAD 83(1986)-  36 18 33.     (N)    113 36 45.     (W)     SCALED    
 GQ0498* NAVD 88     -      1757.530  (meters)    5766.16   (feet)  POSTED    
 GQ0498  ___________________________________________________________________
 GQ0498  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 GQ0498  DYNAMIC HT  -        1755.400 (meters)    5759.17  (feet)  COMP
 GQ0498  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 GQ0498
 GQ0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0498
 GQ0498.The horizontal coordinates were scaled from a topographic map and have
 GQ0498.an estimated accuracy of +/- 6 seconds.
 GQ0498
 GQ0498.The orthometric height was determined by differential leveling
 GQ0498.and adjusted by the  in 1992.
 GQ0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0498.rate of 0.0 thru 1.0 mm/km.
 GQ0498
 GQ0498.The geoid height was determined by GEOID03.
 GQ0498
 GQ0498.The dynamic height is computed by dividing the NAVD 88
 GQ0498.geopotential number by the normal gravity value computed on the
 GQ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0498.degrees latitude (g = 980.6199 gals.).
 GQ0498
 GQ0498.The modeled gravity was interpolated from observed gravity values.
 GQ0498
 GQ0498;                    North         East    Units  Estimated Accuracy
 GQ0498;SPC AZ W     -   588,840.      225,710.      MT  (+/- 180 meters Scaled)
 GQ0498
 GQ0498                          SUPERSEDED SURVEY CONTROL
 GQ0498
 GQ0498.No superseded survey control is available for this station.
 GQ0498
 GQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF654214(NAD 83)
 GQ0498_MARKER: DB = BENCH MARK DISK
 GQ0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0498_SP_SET: COPPER-CLAD STEEL ROD
 GQ0498_STAMPING: 169 DOR 1970 5763
 GQ0498_MARK LOGO: USGS  
 GQ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0498
 GQ0498  HISTORY     - Date     Condition        Report By
 GQ0498  HISTORY     - 1970     MONUMENTED       USGS
 GQ0498
 GQ0498                          STATION DESCRIPTION
 GQ0498
 GQ0498'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0498'115.7 KM (71.9 MI) SOUTH FROM ST GEORGE UT.
 GQ0498'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0498'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0498'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0498'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0498'PIGEON CANYON ROAD, THENCE 0.2 MILES SOUTHWEST TO A TEST PLOT AT A
 GQ0498'Y-ROAD JUNCTION, 0.1 MILE SOUTHWEST OF A USGLO BRASS CAP STAMPED T34N
 GQ0498'R13W S30 S29 S31 S32 1926, 90 FEET WEST OF THE ROAD, 18 FEET SOUTH OF
 GQ0498'THE NORTHEAST CORNER OF A 100 BY 100 YARD TEST PLOT, 0.5 FEET EAST OF
 GQ0498'THE TEST PLOT FENCE.  ROD DEPTH UNKNOWN.
 GQ0498'THE MARK IS 0.5 FT  E FROM  A WITNESS SIGN
 GQ0498'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0039 ***********************************************************************
 CZ0039  DESIGNATION -  169+55.84
 CZ0039  PID         -  CZ0039
 CZ0039  STATE/COUNTY-  AZ/PIMA
 CZ0039  USGS QUAD   -  TUCSON (1992)
 CZ0039
 CZ0039                         *CURRENT SURVEY CONTROL
 CZ0039  ___________________________________________________________________
 CZ0039* NAD 83(1986)-  32 13 58.     (N)    110 59 01.     (W)     SCALED    
 CZ0039* NAVD 88     -       710.15   (+/-2cm)    2329.9    (feet)  VERTCON   
 CZ0039  ___________________________________________________________________
 CZ0039  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0039  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0039
 CZ0039.The horizontal coordinates were scaled from a topographic map and have
 CZ0039.an estimated accuracy of +/- 6 seconds.
 CZ0039
 CZ0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0039.The vertical order pertains to the NGVD 29 superseded value.
 CZ0039
 CZ0039.The geoid height was determined by GEOID03.
 CZ0039
 CZ0039;                    North         East    Units  Estimated Accuracy
 CZ0039;SPC AZ C     -   137,060.      301,300.      MT  (+/- 180 meters Scaled)
 CZ0039
 CZ0039                          SUPERSEDED SURVEY CONTROL
 CZ0039
 CZ0039  NGVD 29 (??/??/92)  709.481  (m)         2327.69   (f) ADJ UNCH    1 2
 CZ0039
 CZ0039.Superseded values are not recommended for survey control.
 CZ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0039.See file dsdata.txt to determine how the superseded data were derived.
 CZ0039
 CZ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA015662(NAD 83)
 CZ0039_MARKER: DD = SURVEY DISK
 CZ0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0039_SP_SET: CULVERT
 CZ0039_STAMPING: 2328.50 1951 SB 169+55.84
 CZ0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0039
 CZ0039  HISTORY     - Date     Condition        Report By
 CZ0039  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0039  HISTORY     - 1951     GOOD             NGS
 CZ0039  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0039
 CZ0039                          STATION DESCRIPTION
 CZ0039
 CZ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0039'1.7 MI NW FROM TUCSON.
 CZ0039'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0039'STATION AT TUCSON, THENCE 0.8 MILE NORTH ALONG TUCSON ACCESS FREEWAY,
 CZ0039'0.3 MILE NORTHWEST OF INTERSECTION OF TUCSON ACCESS FREEWAY AND ST.
 CZ0039'MARYS ROAD, 0.2 MILE SOUTHEAST OF INTERSECTION OF TUCSON ACCESS
 CZ0039'FREEWAY WITH W. SPEEDWAY, AT A POINT WHERE AN EAST-WEST POWERLINE
 CZ0039'CROSSES THE HIGHWAY, IN THE TOP OF THE APPROXIMATE CENTER OF THE WEST
 CZ0039'HEADWALL OF A CONCRETE HIGHWAY CULVERT, 23 1/2 FEET WEST OF THE
 CZ0039'HIGHWAY CENTERLINE, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0039
 CZ0039                          STATION RECOVERY (1980)
 CZ0039
 CZ0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0039'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE BENCH MARK WAS
 CZ0039'DESCRIBED AS LEVEL WITH THE HIGHWAY. NO HEADWALL COULD BE FOUND
 CZ0039'LEVEL WITH THE HIGHWAY.  OTHER HEADWALLS FOUND WITH DISKS HAD 1966
 CZ0039'STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0579 ***********************************************************************
 DU0579  DESIGNATION -  1693.94
 DU0579  PID         -  DU0579
 DU0579  STATE/COUNTY-  AZ/PINAL
 DU0579  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0579
 DU0579                         *CURRENT SURVEY CONTROL
 DU0579  ___________________________________________________________________
 DU0579* NAD 83(1986)-  33 24 54.     (N)    111 33 28.     (W)     SCALED    
 DU0579* NAVD 88     -       517.091  (meters)    1696.49   (feet)  ADJUSTED  
 DU0579  ___________________________________________________________________
 DU0579  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU0579  DYNAMIC HT  -         516.461 (meters)    1694.42  (feet)  COMP
 DU0579  MODELED GRAV-     979,402.6   (mgal)                       NAVD 88
 DU0579
 DU0579  VERT ORDER  -  FIRST     CLASS II
 DU0579
 DU0579.The horizontal coordinates were scaled from a topographic map and have
 DU0579.an estimated accuracy of +/- 6 seconds.
 DU0579
 DU0579.The orthometric height was determined by differential leveling
 DU0579.and adjusted in June 1991.
 DU0579
 DU0579.The geoid height was determined by GEOID03.
 DU0579
 DU0579.The dynamic height is computed by dividing the NAVD 88
 DU0579.geopotential number by the normal gravity value computed on the
 DU0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0579.degrees latitude (g = 980.6199 gals.).
 DU0579
 DU0579.The modeled gravity was interpolated from observed gravity values.
 DU0579
 DU0579;                    North         East    Units  Estimated Accuracy
 DU0579;SPC AZ C     -   267,830.      246,740.      MT  (+/- 180 meters Scaled)
 DU0579
 DU0579                          SUPERSEDED SURVEY CONTROL
 DU0579
 DU0579  NGVD 29 (??/??/92)  516.507  (m)         1694.57   (f) ADJ UNCH    1 2
 DU0579
 DU0579.Superseded values are not recommended for survey control.
 DU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0579.See file dsdata.txt to determine how the superseded data were derived.
 DU0579
 DU0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB481974(NAD 83)
 DU0579_MARKER: DD = SURVEY DISK
 DU0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0579_SP_SET: ABUTMENT
 DU0579_STAMPING: 1693.94
 DU0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0579
 DU0579  HISTORY     - Date     Condition        Report By
 DU0579  HISTORY     - UNK      MONUMENTED       AZHD
 DU0579  HISTORY     - 1948     GOOD             NGS
 DU0579  HISTORY     - 1981     GOOD             NGS
 DU0579  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0579  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU0579  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0579
 DU0579                          STATION DESCRIPTION
 DU0579
 DU0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0579'0.4 MI W FROM APACHE JUNCTION.
 DU0579'0.4 MILE WEST ALONG STATE HIGHWAY 60, 70, AND 80 FROM APACHE JUNCTION,
 DU0579'AT A CULVERT, AND 20.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 DU0579'STANDARD AHD DISK SET IN THE TOP OF THE NORTH CONCRETE ABUTMENT.
 DU0579
 DU0579                          STATION RECOVERY (1981)
 DU0579
 DU0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0579'1.0 KILOMETER (0.6 MILE) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0579'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION,
 DU0579'IN TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A 1.5 X 1 METER
 DU0579'(5X3 FOOT) BOX CULVERT WITH A WOODEN HEADWALL, 0.1 KILOMETER (0.05
 DU0579'MILE) WEST OF THUNDERBIRD ROAD, AND 6.5 METERS (21.5 FEET) NORTH OF
 DU0579'THE CENTERLINE OF THE EASTBOUND HIGHWAY LANES.
 DU0579'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
 DU0579
 DU0579                          STATION RECOVERY (1999)
 DU0579
 DU0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0579'MARK NOT FOUND.
 DU0579
 DU0579                          STATION RECOVERY (2006)
 DU0579
 DU0579'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0579'NOTE THAT THE HEADWALL IS NOW CONCRETE AND THE ABUTMENT APPEARS TO
 DU0579'HAVE NEW CONCRETE.
 DU0579
 DU0579                          STATION RECOVERY (2006)
 DU0579
 DU0579'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0579'MARK NOT FOUND. THERE IS NO CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DU0579'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1515 ***********************************************************************
 DU1515  DESIGNATION -  1695.39
 DU1515  PID         -  DU1515
 DU1515  STATE/COUNTY-  AZ/PINAL
 DU1515  USGS QUAD   -  GOLDFIELD (1981)
 DU1515
 DU1515                         *CURRENT SURVEY CONTROL
 DU1515  ___________________________________________________________________
 DU1515* NAD 83(1986)-  33 23 06.     (N)    111 29 50.     (W)     SCALED    
 DU1515* NAVD 88     -       517.47   (+/-2cm)    1697.7    (feet)  VERTCON   
 DU1515  ___________________________________________________________________
 DU1515  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU1515  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1515
 DU1515.The horizontal coordinates were scaled from a topographic map and have
 DU1515.an estimated accuracy of +/- 6 seconds.
 DU1515
 DU1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1515.The vertical order pertains to the NGVD 29 superseded value.
 DU1515
 DU1515.The geoid height was determined by GEOID03.
 DU1515
 DU1515;                    North         East    Units  Estimated Accuracy
 DU1515;SPC AZ C     -   264,530.      252,380.      MT  (+/- 180 meters Scaled)
 DU1515
 DU1515                          SUPERSEDED SURVEY CONTROL
 DU1515
 DU1515  NGVD 29 (??/??/92)  516.895  (m)         1695.85   (f) ADJ UNCH    1 1
 DU1515
 DU1515.Superseded values are not recommended for survey control.
 DU1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1515.See file dsdata.txt to determine how the superseded data were derived.
 DU1515
 DU1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB537940(NAD 83)
 DU1515_MARKER: DD = SURVEY DISK
 DU1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1515_SP_SET: CULVERT
 DU1515_STAMPING: 1695.39 1031+55
 DU1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1515+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1515
 DU1515  HISTORY     - Date     Condition        Report By
 DU1515  HISTORY     - UNK      MONUMENTED       AZHD
 DU1515  HISTORY     - 1975     GOOD             AZDT
 DU1515  HISTORY     - 1975     GOOD             AZDT
 DU1515  HISTORY     - 20061201 GOOD             GEOCAC
 DU1515  HISTORY     - 20081212 GOOD             GEOCAC
 DU1515
 DU1515                          STATION DESCRIPTION
 DU1515
 DU1515'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1515'2.75 MI SE FROM PALM SPRINGS.
 DU1515'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.5
 DU1515'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1515'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1515'HEADWALL.  3.7 MI SE OF APACHE JUNCTION.
 DU1515
 DU1515                          STATION RECOVERY (1975)
 DU1515
 DU1515'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1515'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.5
 DU1515'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1515'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1515'HEADWALL.  3.7 MI SE OF APACHE JUNCTION.
 DU1515
 DU1515                          STATION RECOVERY (2006)
 DU1515
 DU1515'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1515'RECOVERED IN GOOD CONDITION.
 DU1515
 DU1515                          STATION RECOVERY (2008)
 DU1515
 DU1515'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1515'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1515'33 23 01.3 (N)   111 29 48.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0920 ***********************************************************************
 DV0920  DESIGNATION -  1697
 DV0920  PID         -  DV0920
 DV0920  STATE/COUNTY-  AZ/MARICOPA
 DV0920  USGS QUAD   -  WITTMANN (1981)
 DV0920
 DV0920                         *CURRENT SURVEY CONTROL
 DV0920  ___________________________________________________________________
 DV0920* NAD 83(1986)-  33 46 49.     (N)    112 31 50.     (W)     SCALED    
 DV0920* NAVD 88     -       517.437  (meters)    1697.62   (feet)  POSTED    
 DV0920  ___________________________________________________________________
 DV0920  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0920  DYNAMIC HT  -         516.820 (meters)    1695.60  (feet)  COMP
 DV0920  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 DV0920
 DV0920  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0920
 DV0920.The horizontal coordinates were scaled from a topographic map and have
 DV0920.an estimated accuracy of +/- 6 seconds.
 DV0920
 DV0920.The orthometric height was determined by differential leveling
 DV0920.and adjusted in November 2005.
 DV0920.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0920.was located on a no-check spur therefore a value was not computed.
 DV0920.No vertical observational check was made to the station.
 DV0920
 DV0920.The geoid height was determined by GEOID03.
 DV0920
 DV0920.The dynamic height is computed by dividing the NAVD 88
 DV0920.geopotential number by the normal gravity value computed on the
 DV0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0920.degrees latitude (g = 980.6199 gals.).
 DV0920
 DV0920.The modeled gravity was interpolated from observed gravity values.
 DV0920
 DV0920;                    North         East    Units  Estimated Accuracy
 DV0920;SPC AZ C     -   308,450.      156,510.      MT  (+/- 180 meters Scaled)
 DV0920
 DV0920                          SUPERSEDED SURVEY CONTROL
 DV0920
 DV0920  NGVD 29 (??/??/92)  516.918  (m)         1695.92   (f) ADJ UNCH    2 0
 DV0920
 DV0920.Superseded values are not recommended for survey control.
 DV0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0920.See file dsdata.txt to determine how the superseded data were derived.
 DV0920
 DV0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC582388(NAD 83)
 DV0920_MARKER: P = PIPE CAP
 DV0920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0920_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0920_STAMPING: 1697 PHNX
 DV0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0920+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV0920
 DV0920  HISTORY     - Date     Condition        Report By
 DV0920  HISTORY     - UNK      MONUMENTED       USGS
 DV0920  HISTORY     - 1939     GOOD             NGS
 DV0920  HISTORY     - 20070429 GOOD             GEOCAC
 DV0920
 DV0920                          STATION DESCRIPTION
 DV0920
 DV0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0920'7.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0920'7.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0920'FROM HOT SPRINGS JUNCTION, AT THE SIDING AT WITTMANN, 450 FEET
 DV0920'NORTHWEST OF THE STATION BOOTH, 200 FEET NORTHWEST OF CULVERT E 158,
 DV0920'AND 75 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 DV0920'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1697 PHNX AND RIVETED ON THE
 DV0920'TOP OF A 3-1/2 IRON PIPE.
 DV0920
 DV0920                          STATION RECOVERY (2007)
 DV0920
 DV0920'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1495 ***********************************************************************
 DU1495  DESIGNATION -  1698.19
 DU1495  PID         -  DU1495
 DU1495  STATE/COUNTY-  AZ/PINAL
 DU1495  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1495
 DU1495                         *CURRENT SURVEY CONTROL
 DU1495  ___________________________________________________________________
 DU1495* NAD 83(1986)-  33 23 18.     (N)    111 30 20.     (W)     SCALED    
 DU1495* NAVD 88     -       518.34   (+/-2cm)    1700.6    (feet)  VERTCON   
 DU1495  ___________________________________________________________________
 DU1495  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1495  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1495
 DU1495.The horizontal coordinates were scaled from a topographic map and have
 DU1495.an estimated accuracy of +/- 6 seconds.
 DU1495
 DU1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1495.The vertical order pertains to the NGVD 29 superseded value.
 DU1495
 DU1495.The geoid height was determined by GEOID03.
 DU1495
 DU1495;                    North         East    Units  Estimated Accuracy
 DU1495;SPC AZ C     -   264,890.      251,610.      MT  (+/- 180 meters Scaled)
 DU1495
 DU1495                          SUPERSEDED SURVEY CONTROL
 DU1495
 DU1495  NGVD 29 (??/??/92)  517.767  (m)         1698.71   (f) ADJ UNCH    1 1
 DU1495
 DU1495.Superseded values are not recommended for survey control.
 DU1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1495.See file dsdata.txt to determine how the superseded data were derived.
 DU1495
 DU1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB529944(NAD 83)
 DU1495_MARKER: DD = SURVEY DISK
 DU1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1495_SP_SET: CULVERT
 DU1495_STAMPING: 1698.19 997+09
 DU1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1495
 DU1495  HISTORY     - Date     Condition        Report By
 DU1495  HISTORY     - UNK      MONUMENTED       AZHD
 DU1495  HISTORY     - 1975     GOOD             AZDT
 DU1495  HISTORY     - 1975     GOOD             AZDT
 DU1495  HISTORY     - 20070304 GOOD             GEOCAC
 DU1495
 DU1495                          STATION DESCRIPTION
 DU1495
 DU1495'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1495'2.2 MI SE FROM PALM SPRINGS.
 DU1495'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1495'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL SOUTH OF
 DU1495'THE EASTBOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1495'HEADWALL.
 DU1495
 DU1495                          STATION RECOVERY (1975)
 DU1495
 DU1495'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1495'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1495'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL SOUTH OF
 DU1495'THE EASTBOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1495'HEADWALL.
 DU1495
 DU1495                          STATION RECOVERY (2007)
 DU1495
 DU1495'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1514 ***********************************************************************
 DU1514  DESIGNATION -  1698.66
 DU1514  PID         -  DU1514
 DU1514  STATE/COUNTY-  AZ/PINAL
 DU1514  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1514
 DU1514                         *CURRENT SURVEY CONTROL
 DU1514  ___________________________________________________________________
 DU1514* NAD 83(1986)-  33 23 12.     (N)    111 30 02.     (W)     SCALED    
 DU1514* NAVD 88     -       518.32   (+/-2cm)    1700.5    (feet)  VERTCON   
 DU1514  ___________________________________________________________________
 DU1514  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU1514  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1514
 DU1514.The horizontal coordinates were scaled from a topographic map and have
 DU1514.an estimated accuracy of +/- 6 seconds.
 DU1514
 DU1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1514.The vertical order pertains to the NGVD 29 superseded value.
 DU1514
 DU1514.The geoid height was determined by GEOID03.
 DU1514
 DU1514;                    North         East    Units  Estimated Accuracy
 DU1514;SPC AZ C     -   264,710.      252,070.      MT  (+/- 180 meters Scaled)
 DU1514
 DU1514                          SUPERSEDED SURVEY CONTROL
 DU1514
 DU1514  NGVD 29 (??/??/92)  517.741  (m)         1698.62   (f) ADJ UNCH    1 1
 DU1514
 DU1514.Superseded values are not recommended for survey control.
 DU1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1514.See file dsdata.txt to determine how the superseded data were derived.
 DU1514
 DU1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB534942(NAD 83)
 DU1514_MARKER: DD = SURVEY DISK
 DU1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1514_SP_SET: BRIDGE
 DU1514_STAMPING: 1698.16 1021+00
 DU1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1514
 DU1514  HISTORY     - Date     Condition        Report By
 DU1514  HISTORY     - UNK      MONUMENTED       AZHD
 DU1514  HISTORY     - 1975     GOOD             AZDT
 DU1514  HISTORY     - 1975     GOOD             AZDT
 DU1514  HISTORY     - 20070319 MARK NOT FOUND   GEOCAC
 DU1514
 DU1514                          STATION DESCRIPTION
 DU1514
 DU1514'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1514'2.55 MI SE FROM PALM SPRINGS.
 DU1514'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1514'MILES AND TO THE STATION ON THE LEFT.  ON THE MIDDLE OF THE NORTH SIDE
 DU1514'OF A BRIDGE, NORTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN
 DU1514'THE CENTER OF THE NORTH SIDE OF A BRIDGE.
 DU1514
 DU1514                          STATION RECOVERY (1975)
 DU1514
 DU1514'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1514'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1514'MILES AND TO THE STATION ON THE LEFT.  ON THE MIDDLE OF THE NORTH SIDE
 DU1514'OF A BRIDGE, NORTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN
 DU1514'THE CENTER OF THE NORTH SIDE OF A BRIDGE.
 DU1514
 DU1514                          STATION RECOVERY (2007)
 DU1514
 DU1514'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1514'SOLID CONCRETE RAILINGS HAVE BEEN ADDED TO THE BRIDGE, COVERING THIS
 DU1514'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1528 ***********************************************************************
 CZ1528  DESIGNATION -  1699.19
 CZ1528  PID         -  CZ1528
 CZ1528  STATE/COUNTY-  AZ/PINAL
 CZ1528  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1528
 CZ1528                         *CURRENT SURVEY CONTROL
 CZ1528  ___________________________________________________________________
 CZ1528* NAD 83(1986)-  32 40 54.     (N)    111 26 46.     (W)     SCALED    
 CZ1528* NAVD 88     -       516.56   (+/-2cm)    1694.7    (feet)  VERTCON   
 CZ1528  ___________________________________________________________________
 CZ1528  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ1528  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1528
 CZ1528.The horizontal coordinates were scaled from a topographic map and have
 CZ1528.an estimated accuracy of +/- 6 seconds.
 CZ1528
 CZ1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1528.The vertical order pertains to the NGVD 29 superseded value.
 CZ1528
 CZ1528.The geoid height was determined by GEOID03.
 CZ1528
 CZ1528;                    North         East    Units  Estimated Accuracy
 CZ1528;SPC AZ C     -   186,550.      257,490.      MT  (+/- 180 meters Scaled)
 CZ1528
 CZ1528                          SUPERSEDED SURVEY CONTROL
 CZ1528
 CZ1528  NGVD 29 (??/??/92)  515.988  (m)         1692.87   (f) ADJ UNCH    1 2
 CZ1528
 CZ1528.Superseded values are not recommended for survey control.
 CZ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1528.See file dsdata.txt to determine how the superseded data were derived.
 CZ1528
 CZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB581160(NAD 83)
 CZ1528_MARKER: DD = SURVEY DISK
 CZ1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1528_STAMPING: 1699.19
 CZ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1528+STABILITY: SURFACE MOTION
 CZ1528
 CZ1528  HISTORY     - Date     Condition        Report By
 CZ1528  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1528  HISTORY     - 1975     GOOD             AZDT
 CZ1528
 CZ1528                          STATION DESCRIPTION
 CZ1528
 CZ1528'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1528'3.45 MI SE FROM PICACHO.
 CZ1528'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.85 MILES AND TO
 CZ1528'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1528'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1528'CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1567 ***********************************************************************
 DV1567  DESIGNATION -  17 A
 DV1567  PID         -  DV1567
 DV1567  STATE/COUNTY-  AZ/LA PAZ
 DV1567  USGS QUAD   -  HOPE (1990)
 DV1567
 DV1567                         *CURRENT SURVEY CONTROL
 DV1567  ___________________________________________________________________
 DV1567* NAD 83(1986)-  33 37 30.     (N)    113 43 29.     (W)     SCALED    
 DV1567* NAVD 88     -       370.72   (+/-2cm)    1216.3    (feet)  VERTCON   
 DV1567  ___________________________________________________________________
 DV1567  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1567
 DV1567.The horizontal coordinates were scaled from a topographic map and have
 DV1567.an estimated accuracy of +/- 6 seconds.
 DV1567
 DV1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1567.The vertical order pertains to the NGVD 29 superseded value.
 DV1567
 DV1567.The geoid height was determined by GEOID03.
 DV1567
 DV1567;                    North         East    Units  Estimated Accuracy
 DV1567;SPC AZ W     -   291,070.      215,710.      MT  (+/- 180 meters Scaled)
 DV1567
 DV1567                          SUPERSEDED SURVEY CONTROL
 DV1567
 DV1567  NGVD 29 (??/??/92)  370.052  (m)         1214.08   (f) ADJ UNCH    2 0
 DV1567
 DV1567.Superseded values are not recommended for survey control.
 DV1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1567.See file dsdata.txt to determine how the superseded data were derived.
 DV1567
 DV1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC472239(NAD 83)
 DV1567_MARKER: DD = SURVEY DISK
 DV1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1567_STAMPING: 17 A 1962
 DV1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1567+STABILITY: SURFACE MOTION
 DV1567
 DV1567  HISTORY     - Date     Condition        Report By
 DV1567  HISTORY     - 1962     MONUMENTED       AZHD
 DV1567  HISTORY     - 19870206 GOOD             USGS
 DV1567
 DV1567                          STATION DESCRIPTION
 DV1567
 DV1567'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1567'12.2 MI SW FROM HOPE.
 DV1567'0.5 MILE EAST-SOUTHEAST OF H 396 17, AN ARIZONA HIGHWAY DEPARTMENT
 DV1567'DISK STAMPED 17 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1567'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1567'HIGHWAY 10, 1.4 FEET NORTH-WEST OF A METAL WITNESS POST.
 DV1567
 DV1567                          STATION RECOVERY (1987)
 DV1567
 DV1567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0806 ***********************************************************************
 FQ0806  DESIGNATION -  17 BKC
 FQ0806  PID         -  FQ0806
 FQ0806  STATE/COUNTY-  AZ/COCONINO
 FQ0806  USGS QUAD   -  WUPATKI SW (1969)
 FQ0806
 FQ0806                         *CURRENT SURVEY CONTROL
 FQ0806  ___________________________________________________________________
 FQ0806* NAD 83(1986)-  35 34 56.     (N)    111 29 39.     (W)     SCALED    
 FQ0806* NAVD 88     -      1640.658  (meters)    5382.73   (feet)  POSTED    
 FQ0806  ___________________________________________________________________
 FQ0806  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FQ0806  DYNAMIC HT  -        1638.520 (meters)    5375.71  (feet)  COMP
 FQ0806  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 FQ0806
 FQ0806  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0806
 FQ0806.The horizontal coordinates were scaled from a topographic map and have
 FQ0806.an estimated accuracy of +/- 6 seconds.
 FQ0806
 FQ0806.The orthometric height was determined by differential leveling
 FQ0806.and adjusted by the  in 1992.
 FQ0806.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0806.rate of 0.0 thru 1.0 mm/km.
 FQ0806
 FQ0806.The geoid height was determined by GEOID03.
 FQ0806
 FQ0806.The dynamic height is computed by dividing the NAVD 88
 FQ0806.geopotential number by the normal gravity value computed on the
 FQ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0806.degrees latitude (g = 980.6199 gals.).
 FQ0806
 FQ0806.The modeled gravity was interpolated from observed gravity values.
 FQ0806
 FQ0806;                    North         East    Units  Estimated Accuracy
 FQ0806;SPC AZ C     -   508,250.      251,650.      MT  (+/- 180 meters Scaled)
 FQ0806
 FQ0806                          SUPERSEDED SURVEY CONTROL
 FQ0806
 FQ0806  NGVD 29 (??/??/92) 1639.77   (m)         5379.8    (f) COMPUTED    2 2
 FQ0806
 FQ0806.Superseded values are not recommended for survey control.
 FQ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0806.See file dsdata.txt to determine how the superseded data were derived.
 FQ0806
 FQ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE552377(NAD 83)
 FQ0806_MARKER: DB = BENCH MARK DISK
 FQ0806_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0806_SP_SET: ROCK OUTCROP
 FQ0806_STAMPING: 17 BKC 1968 5380
 FQ0806_MARK LOGO: USGS  
 FQ0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0806+STABILITY: POSITION/ELEVATION WELL
 FQ0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0806+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0806
 FQ0806  HISTORY     - Date     Condition        Report By
 FQ0806  HISTORY     - 1968     MONUMENTED       USGS
 FQ0806
 FQ0806                          STATION DESCRIPTION
 FQ0806
 FQ0806'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0806'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0806'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0806'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0806'NATIONAL MONUMENT, THENCE 2.2 MILES EAST ALONG THE MONUMENT ROAD TO A
 FQ0806'PROMINENT CURVE, 111 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET IN
 FQ0806'A ROCK OUTCROP, 2.4 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1268 ***********************************************************************
 CY1268  DESIGNATION -  17 EMH
 CY1268  PID         -  CY1268
 CY1268  STATE/COUNTY-  AZ/GRAHAM
 CY1268  USGS QUAD   -  TANQUE (1966)
 CY1268
 CY1268                         *CURRENT SURVEY CONTROL
 CY1268  ___________________________________________________________________
 CY1268* NAD 83(1986)-  32 37 17.     (N)    109 36 58.     (W)     SCALED    
 CY1268* NAVD 88     -      1083.60   (+/-2cm)    3555.1    (feet)  VERTCON   
 CY1268  ___________________________________________________________________
 CY1268  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1268
 CY1268.The horizontal coordinates were scaled from a topographic map and have
 CY1268.an estimated accuracy of +/- 6 seconds.
 CY1268
 CY1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1268.The vertical order pertains to the NGVD 29 superseded value.
 CY1268
 CY1268.The geoid height was determined by GEOID03.
 CY1268
 CY1268;                    North         East    Units  Estimated Accuracy
 CY1268;SPC AZ E     -   179,900.      265,030.      MT  (+/- 180 meters Scaled)
 CY1268
 CY1268                          SUPERSEDED SURVEY CONTROL
 CY1268
 CY1268  NGVD 29 (??/??/92) 1082.91   (m)         3552.8    (f) COMPUTED    2 0
 CY1268
 CY1268.Superseded values are not recommended for survey control.
 CY1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1268.See file dsdata.txt to determine how the superseded data were derived.
 CY1268
 CY1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB298101(NAD 83)
 CY1268_MARKER: DB = BENCH MARK DISK
 CY1268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1268_SP_SET: COPPER-CLAD STEEL ROD
 CY1268_STAMPING: 17 EMH 1972 3553
 CY1268_MARK LOGO: USGS  
 CY1268_PROJECTION: FLUSH
 CY1268_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1268+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1268_ROD/PIPE-DEPTH: 6.10 meters
 CY1268
 CY1268  HISTORY     - Date     Condition        Report By
 CY1268  HISTORY     - 1972     MONUMENTED       USGS
 CY1268
 CY1268                          STATION DESCRIPTION
 CY1268
 CY1268'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1268'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1268'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 4.8
 CY1268'MILES EAST ALONG A DIRT ROAD, AT THE OUTSIDE OF A CURVE, 224 FEET
 CY1268'WEST OF A SMALL WASH, 43 FEET NORTH AND ABOUT 1.0 FOOT HIGHER THAN
 CY1268'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET ON A
 CY1268'COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0778 ***********************************************************************
 FQ0778  DESIGNATION -  17 HLS
 FQ0778  PID         -  FQ0778
 FQ0778  STATE/COUNTY-  AZ/NAVAJO
 FQ0778  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0778
 FQ0778                         *CURRENT SURVEY CONTROL
 FQ0778  ___________________________________________________________________
 FQ0778* NAD 83(1986)-  35 08 48.     (N)    110 16 12.     (W)     SCALED    
 FQ0778* NAVD 88     -      1578.334  (meters)    5178.25   (feet)  ADJUSTED  
 FQ0778  ___________________________________________________________________
 FQ0778  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0778  DYNAMIC HT  -        1576.225 (meters)    5171.33  (feet)  COMP
 FQ0778  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 FQ0778
 FQ0778  VERT ORDER  -  THIRD
 FQ0778
 FQ0778.The horizontal coordinates were scaled from a topographic map and have
 FQ0778.an estimated accuracy of +/- 6 seconds.
 FQ0778
 FQ0778.The orthometric height was determined by differential leveling
 FQ0778.and adjusted in June 1991.
 FQ0778
 FQ0778.The geoid height was determined by GEOID03.
 FQ0778
 FQ0778.The dynamic height is computed by dividing the NAVD 88
 FQ0778.geopotential number by the normal gravity value computed on the
 FQ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0778.degrees latitude (g = 980.6199 gals.).
 FQ0778
 FQ0778.The modeled gravity was interpolated from observed gravity values.
 FQ0778
 FQ0778;                    North         East    Units  Estimated Accuracy
 FQ0778;SPC AZ E     -   459,850.      203,950.      MT  (+/- 180 meters Scaled)
 FQ0778
 FQ0778                          SUPERSEDED SURVEY CONTROL
 FQ0778
 FQ0778.No superseded survey control is available for this station.
 FQ0778
 FQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD664895(NAD 83)
 FQ0778_MARKER: DB = BENCH MARK DISK
 FQ0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0778_SP_SET: COPPER-CLAD STEEL ROD
 FQ0778_STAMPING: 17 HLS 1970 5176
 FQ0778_MARK LOGO: USGS  
 FQ0778_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0778+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0778
 FQ0778  HISTORY     - Date     Condition        Report By
 FQ0778  HISTORY     - 1970     MONUMENTED       USGS
 FQ0778
 FQ0778                          STATION DESCRIPTION
 FQ0778
 FQ0778'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0778'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0778'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0778'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0778'NORTHEAST ALONG THE ROAD TO A ROAD FORK, THENCE 1.1 MILE EAST ALONG
 FQ0778'THE ROAD, 72 FEET SOUTH OF THE SOUTH BANK OF A WASH, 51 FEET NORTH OF
 FQ0778'THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A WITNESS POST.  A
 FQ0778'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0883 ***********************************************************************
 FQ0883  DESIGNATION -  17 JRH
 FQ0883  PID         -  FQ0883
 FQ0883  STATE/COUNTY-  AZ/COCONINO
 FQ0883  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0883
 FQ0883                         *CURRENT SURVEY CONTROL
 FQ0883  ___________________________________________________________________
 FQ0883* NAD 83(1986)-  35 29 31.     (N)    111 36 55.     (W)     SCALED    
 FQ0883* NAVD 88     -      2008.010  (meters)    6587.95   (feet)  POSTED    
 FQ0883  ___________________________________________________________________
 FQ0883  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FQ0883  DYNAMIC HT  -        2005.290 (meters)    6579.02  (feet)  COMP
 FQ0883  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 FQ0883
 FQ0883  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0883
 FQ0883.The horizontal coordinates were scaled from a topographic map and have
 FQ0883.an estimated accuracy of +/- 6 seconds.
 FQ0883
 FQ0883.The orthometric height was determined by differential leveling
 FQ0883.and adjusted by the  in 1992.
 FQ0883.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0883.rate of 0.0 thru 1.0 mm/km.
 FQ0883
 FQ0883.The geoid height was determined by GEOID03.
 FQ0883
 FQ0883.The dynamic height is computed by dividing the NAVD 88
 FQ0883.geopotential number by the normal gravity value computed on the
 FQ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0883.degrees latitude (g = 980.6199 gals.).
 FQ0883
 FQ0883.The modeled gravity was interpolated from observed gravity values.
 FQ0883
 FQ0883;                    North         East    Units  Estimated Accuracy
 FQ0883;SPC AZ C     -   498,190.      240,710.      MT  (+/- 180 meters Scaled)
 FQ0883
 FQ0883                          SUPERSEDED SURVEY CONTROL
 FQ0883
 FQ0883  NGVD 29 (??/??/92) 2007.09   (m)         6584.9    (f) COMPUTED    3 0
 FQ0883
 FQ0883.Superseded values are not recommended for survey control.
 FQ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0883.See file dsdata.txt to determine how the superseded data were derived.
 FQ0883
 FQ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE441277(NAD 83)
 FQ0883_MARKER: DB = BENCH MARK DISK
 FQ0883_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0883_SP_SET: ROCK OUTCROP
 FQ0883_STAMPING: 17 JRH 1959 6585
 FQ0883_MARK LOGO: USGS  
 FQ0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0883+STABILITY: POSITION/ELEVATION WELL
 FQ0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0883+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0883
 FQ0883  HISTORY     - Date     Condition        Report By
 FQ0883  HISTORY     - 1959     MONUMENTED       USGS
 FQ0883
 FQ0883                          STATION DESCRIPTION
 FQ0883
 FQ0883'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0883'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0883'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 5.6 MILES
 FQ0883'NORTHWEST, 680 FEET EAST OF THE CENTERLINE OF THE ROAD, 310 FEET WEST
 FQ0883'OF THE CENTER OF THE LOWER ONE OF TWO EARTH DAMS, 50 FEET NORTH OF A
 FQ0883'DRAIN, IN A FLAT LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0170 ***********************************************************************
 DA0170  DESIGNATION -  17 RS
 DA0170  PID         -  DA0170
 DA0170  STATE/COUNTY-  AZ/PINAL
 DA0170  USGS QUAD   -  KOHATK (1981)
 DA0170
 DA0170                         *CURRENT SURVEY CONTROL
 DA0170  ___________________________________________________________________
 DA0170* NAD 83(1986)-  32 32 46.     (N)    112 00 41.     (W)     SCALED    
 DA0170* NAVD 88     -       511.71   (+/-2cm)    1678.8    (feet)  VERTCON   
 DA0170  ___________________________________________________________________
 DA0170  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0170
 DA0170.The horizontal coordinates were scaled from a topographic map and have
 DA0170.an estimated accuracy of +/- 6 seconds.
 DA0170
 DA0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0170.The vertical order pertains to the NGVD 29 superseded value.
 DA0170
 DA0170.The geoid height was determined by GEOID03.
 DA0170
 DA0170;                    North         East    Units  Estimated Accuracy
 DA0170;SPC AZ C     -   171,420.      204,460.      MT  (+/- 180 meters Scaled)
 DA0170
 DA0170                          SUPERSEDED SURVEY CONTROL
 DA0170
 DA0170  NGVD 29 (??/??/92)  511.086  (m)         1676.79   (f) ADJ UNCH    2 0
 DA0170
 DA0170.Superseded values are not recommended for survey control.
 DA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0170.See file dsdata.txt to determine how the superseded data were derived.
 DA0170
 DA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB050014(NAD 83)
 DA0170_MARKER: DD = SURVEY DISK
 DA0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0170_STAMPING: RS17 1677 1939
 DA0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0170+STABILITY: SURFACE MOTION
 DA0170
 DA0170  HISTORY     - Date     Condition        Report By
 DA0170  HISTORY     - 1939     MONUMENTED       USGS
 DA0170  HISTORY     - 1952     GOOD             NGS
 DA0170
 DA0170                          STATION DESCRIPTION
 DA0170
 DA0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0170'2.6 MI SE FROM QUAJOTE.
 DA0170'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0170'VILLAGE AT QUAJOTE, AT THE Y JUNCTION OF A NORTHEAST - SOUTHWEST
 DA0170'GRADED ROAD, ABOUT 375 FEET SOUTHWEST OF THE CENTER OF THE Y JUNCTION,
 DA0170'47 FEET SOUTH OF THE CENTER LINE OF THE GRADED ROAD, 1.2 FEET
 DA0170'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0170'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0171 ***********************************************************************
 DA0171  DESIGNATION -  17 RS RM
 DA0171  PID         -  DA0171
 DA0171  STATE/COUNTY-  AZ/PINAL
 DA0171  USGS QUAD   -  KOHATK (1981)
 DA0171
 DA0171                         *CURRENT SURVEY CONTROL
 DA0171  ___________________________________________________________________
 DA0171* NAD 83(1986)-  32 32 47.     (N)    112 00 42.     (W)     SCALED    
 DA0171* NAVD 88     -       511.52   (+/-2cm)    1678.2    (feet)  VERTCON   
 DA0171  ___________________________________________________________________
 DA0171  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0171
 DA0171.The horizontal coordinates were scaled from a topographic map and have
 DA0171.an estimated accuracy of +/- 6 seconds.
 DA0171
 DA0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0171.The vertical order pertains to the NGVD 29 superseded value.
 DA0171
 DA0171.The geoid height was determined by GEOID03.
 DA0171
 DA0171;                    North         East    Units  Estimated Accuracy
 DA0171;SPC AZ C     -   171,460.      204,440.      MT  (+/- 180 meters Scaled)
 DA0171
 DA0171                          SUPERSEDED SURVEY CONTROL
 DA0171
 DA0171  NGVD 29 (??/??/92)  510.903  (m)         1676.19   (f) ADJ UNCH    2 0
 DA0171
 DA0171.Superseded values are not recommended for survey control.
 DA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0171.See file dsdata.txt to determine how the superseded data were derived.
 DA0171
 DA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB050014(NAD 83)
 DA0171_MARKER: B = BOLT
 DA0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0171+STABILITY: SURFACE MOTION
 DA0171
 DA0171  HISTORY     - Date     Condition        Report By
 DA0171  HISTORY     - UNK      MONUMENTED       USGS
 DA0171  HISTORY     - 1952     GOOD             NGS
 DA0171
 DA0171                          STATION DESCRIPTION
 DA0171
 DA0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0171'2.6 MI SE FROM QUAJOTE.
 DA0171'103.1 FEET NORTHWEST OF BENCH MARK RS 17 (USGS) DESCRIBED ABOVE, AT
 DA0171'THE Y-JUNCTION OF A GRADED ROAD, 366 FEET SOUTHWEST OF THE CENTER OF
 DA0171'THE WYE, 55 FEET NORTHWEST OF THE CENTERLINE OF THE GRADED ROAD, AND
 DA0171'LEVEL WITH THE ROAD.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST
 DA0171'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0230 ***********************************************************************
 DA0230  DESIGNATION -  17 WF
 DA0230  PID         -  DA0230
 DA0230  STATE/COUNTY-  AZ/PIMA
 DA0230  USGS QUAD   -  KAKA (1986)
 DA0230
 DA0230                         *CURRENT SURVEY CONTROL
 DA0230  ___________________________________________________________________
 DA0230* NAD 83(1986)-  32 30 00.     (N)    112 20 46.     (W)     SCALED    
 DA0230* NAVD 88     -       699.16   (+/-2cm)    2293.8    (feet)  VERTCON   
 DA0230  ___________________________________________________________________
 DA0230  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0230
 DA0230.The horizontal coordinates were scaled from a topographic map and have
 DA0230.an estimated accuracy of +/- 6 seconds.
 DA0230
 DA0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0230.The vertical order pertains to the NGVD 29 superseded value.
 DA0230
 DA0230.The geoid height was determined by GEOID03.
 DA0230
 DA0230;                    North         East    Units  Estimated Accuracy
 DA0230;SPC AZ C     -   166,390.      173,010.      MT  (+/- 180 meters Scaled)
 DA0230
 DA0230                          SUPERSEDED SURVEY CONTROL
 DA0230
 DA0230  NGVD 29 (??/??/92)  698.456  (m)         2291.52   (f) ADJ UNCH    2 0
 DA0230
 DA0230.Superseded values are not recommended for survey control.
 DA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0230.See file dsdata.txt to determine how the superseded data were derived.
 DA0230
 DA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA735966(NAD 83)
 DA0230_MARKER: DD = SURVEY DISK
 DA0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0230_STAMPING: 17 WF 1948 2292
 DA0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0230+STABILITY: SURFACE MOTION
 DA0230
 DA0230  HISTORY     - Date     Condition        Report By
 DA0230  HISTORY     - 1948     MONUMENTED       USGS
 DA0230  HISTORY     - 1961     GOOD             NGS
 DA0230
 DA0230                          STATION DESCRIPTION
 DA0230
 DA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0230'8.45 MI NW FROM VENTANA.
 DA0230'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0230'AT VENTANA.  THENCE 1.95 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0230'PIPE LINE, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET
 DA0230'SOUTH OF PIPE LINE MILEPOST NUMBER 49, 0.7 FOOT SOUTH OF A METAL
 DA0230'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0230'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0033 ***********************************************************************
 CG0033  DESIGNATION -  170
 CG0033  PID         -  CG0033
 CG0033  STATE/COUNTY-  AZ/COCHISE
 CG0033  USGS QUAD   -  SAINT DAVID (1973)
 CG0033
 CG0033                         *CURRENT SURVEY CONTROL
 CG0033  ___________________________________________________________________
 CG0033* NAD 83(1986)-  31 57 05.     (N)    110 11 56.     (W)     SCALED    
 CG0033* NAVD 88     -      1213.60   (+/-2cm)    3981.6    (feet)  VERTCON   
 CG0033  ___________________________________________________________________
 CG0033  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CG0033  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0033
 CG0033.The horizontal coordinates were scaled from a topographic map and have
 CG0033.an estimated accuracy of +/- 6 seconds.
 CG0033
 CG0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0033.The vertical order pertains to the NGVD 29 superseded value.
 CG0033
 CG0033.The geoid height was determined by GEOID03.
 CG0033
 CG0033;                    North         East    Units  Estimated Accuracy
 CG0033;SPC AZ E     -   105,480.      210,310.      MT  (+/- 180 meters Scaled)
 CG0033
 CG0033                          SUPERSEDED SURVEY CONTROL
 CG0033
 CG0033  NGVD 29 (??/??/92) 1212.787  (m)         3978.95   (f) ADJ UNCH    1 2
 CG0033
 CG0033.Superseded values are not recommended for survey control.
 CG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0033.See file dsdata.txt to determine how the superseded data were derived.
 CG0033
 CG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA757353(NAD 83)
 CG0033_MARKER: P = PIPE CAP
 CG0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0033_STAMPING: 170 1907 H
 CG0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0033
 CG0033  HISTORY     - Date     Condition        Report By
 CG0033  HISTORY     - 1907     MONUMENTED       USGS
 CG0033  HISTORY     - 1952     GOOD             NGS
 CG0033
 CG0033                          STATION DESCRIPTION
 CG0033
 CG0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0033'7.7 MI E FROM BENSON.
 CG0033'7.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0033'STATION AT BENSON, 0.5 MILE WEST OF THE SECTION HOUSE AND SIGN SIBYL,
 CG0033'0.4 MILE EAST OF MILEPOLE 1040, 179.0 FEET SOUTHWEST OF SEMAPHORE
 CG0033'NUMBER 10404, 102.3 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 63.4
 CG0033'FEET SOUTH OF A TELEPHONE POLE WITH GUY WIRE, 4.8 FEET SOUTH OF THE
 CG0033'SOUTH RIGHT-OF-WAY FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT
 CG0033'3 FEET HIGHER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 CG0033'IRON PIPE PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0499 ***********************************************************************
 GQ0499  DESIGNATION -  170 DOR
 GQ0499  PID         -  GQ0499
 GQ0499  STATE/COUNTY-  AZ/MOHAVE
 GQ0499  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0499
 GQ0499                         *CURRENT SURVEY CONTROL
 GQ0499  ___________________________________________________________________
 GQ0499* NAD 83(1986)-  36 17 37.     (N)    113 36 55.     (W)     SCALED    
 GQ0499* NAVD 88     -      1751.465  (meters)    5746.26   (feet)  POSTED    
 GQ0499  ___________________________________________________________________
 GQ0499  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 GQ0499  DYNAMIC HT  -        1749.330 (meters)    5739.26  (feet)  COMP
 GQ0499  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 GQ0499
 GQ0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0499
 GQ0499.The horizontal coordinates were scaled from a topographic map and have
 GQ0499.an estimated accuracy of +/- 6 seconds.
 GQ0499
 GQ0499.The orthometric height was determined by differential leveling
 GQ0499.and adjusted by the  in 1992.
 GQ0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0499.rate of 0.0 thru 1.0 mm/km.
 GQ0499
 GQ0499.The geoid height was determined by GEOID03.
 GQ0499
 GQ0499.The dynamic height is computed by dividing the NAVD 88
 GQ0499.geopotential number by the normal gravity value computed on the
 GQ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0499.degrees latitude (g = 980.6199 gals.).
 GQ0499
 GQ0499.The modeled gravity was interpolated from observed gravity values.
 GQ0499
 GQ0499;                    North         East    Units  Estimated Accuracy
 GQ0499;SPC AZ W     -   587,120.      225,460.      MT  (+/- 180 meters Scaled)
 GQ0499
 GQ0499                          SUPERSEDED SURVEY CONTROL
 GQ0499
 GQ0499.No superseded survey control is available for this station.
 GQ0499
 GQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF651196(NAD 83)
 GQ0499_MARKER: DB = BENCH MARK DISK
 GQ0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0499_SP_SET: COPPER-CLAD STEEL ROD
 GQ0499_STAMPING: 170 DOR 1970 5743
 GQ0499_MARK LOGO: USGS  
 GQ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0499
 GQ0499  HISTORY     - Date     Condition        Report By
 GQ0499  HISTORY     - 1970     MONUMENTED       USGS
 GQ0499
 GQ0499                          STATION DESCRIPTION
 GQ0499
 GQ0499'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0499'118.0 KM (73.3 MI) SOUTH FROM ST GEORGE UT.
 GQ0499'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0499'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0499'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0499'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0499'PIGEON CANYON ROAD, THENCE 1.2 MILES SOUTHWEST, 0.1 MILE NORTHWEST OF
 GQ0499'A STOCKPOND, 45 FEET NORTHEAST OF A BLADED DRAIN CROSSING, 40 FEET
 GQ0499'EAST OF THE ROAD.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0578 ***********************************************************************
 FS0578  DESIGNATION -  170+06.7
 FS0578  PID         -  FS0578
 FS0578  STATE/COUNTY-  AZ/MOHAVE
 FS0578  USGS QUAD   -  KINGMAN (1980)
 FS0578
 FS0578                         *CURRENT SURVEY CONTROL
 FS0578  ___________________________________________________________________
 FS0578* NAD 83(1986)-  35 13 08.     (N)    114 00 34.     (W)     SCALED    
 FS0578* NAVD 88     -      1054.426  (meters)    3459.40   (feet)  ADJUSTED  
 FS0578  ___________________________________________________________________
 FS0578  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0578  DYNAMIC HT  -        1053.175 (meters)    3455.29  (feet)  COMP
 FS0578  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 FS0578
 FS0578  VERT ORDER  -  FIRST     CLASS II
 FS0578
 FS0578.The horizontal coordinates were scaled from a topographic map and have
 FS0578.an estimated accuracy of +/- 6 seconds.
 FS0578
 FS0578.The orthometric height was determined by differential leveling
 FS0578.and adjusted in June 1991.
 FS0578
 FS0578.The geoid height was determined by GEOID03.
 FS0578
 FS0578.The dynamic height is computed by dividing the NAVD 88
 FS0578.geopotential number by the normal gravity value computed on the
 FS0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0578.degrees latitude (g = 980.6199 gals.).
 FS0578
 FS0578.The modeled gravity was interpolated from observed gravity values.
 FS0578
 FS0578;                    North         East    Units  Estimated Accuracy
 FS0578;SPC AZ W     -   467,900.      189,740.      MT  (+/- 180 meters Scaled)
 FS0578
 FS0578                          SUPERSEDED SURVEY CONTROL
 FS0578
 FS0578  NGVD 29 (??/??/92) 1053.616  (m)         3456.74   (f) ADJ UNCH    1 2
 FS0578
 FS0578.Superseded values are not recommended for survey control.
 FS0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0578.See file dsdata.txt to determine how the superseded data were derived.
 FS0578
 FS0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV722014(NAD 83)
 FS0578_MARKER: DD = SURVEY DISK
 FS0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0578_SP_SET: CULVERT
 FS0578_STAMPING: 3457.10 170+06.7 34
 FS0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0578
 FS0578  HISTORY     - Date     Condition        Report By
 FS0578  HISTORY     - UNK      MONUMENTED       AZHD
 FS0578  HISTORY     - 1935     GOOD             NGS
 FS0578  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0578
 FS0578                          STATION DESCRIPTION
 FS0578
 FS0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0578'0.2 MI NE FROM PORT KINGMAN AIRPORT.
 FS0578'0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 FS0578'THE DRIVE LEADING TO PORT KINGMAN AIRPORT (ABANDONED), MOHAVE
 FS0578'COUNTY, AT A TRIPLE CONCRETE BOX CULVERT, IN THE CENTER OF THE
 FS0578'TOP OF THE SOUTHEAST HEADWALL, AND 14.3 FEET SOUTHEAST OF THE
 FS0578'CENTERLINE OF THE HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 FS0578'STANDARD DISK, STAMPED 3457.10 170+06.7 34.
 FS0578
 FS0578                          STATION RECOVERY (1982)
 FS0578
 FS0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0578'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1496 ***********************************************************************
 DU1496  DESIGNATION -  1701.13
 DU1496  PID         -  DU1496
 DU1496  STATE/COUNTY-  AZ/PINAL
 DU1496  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1496
 DU1496                         *CURRENT SURVEY CONTROL
 DU1496  ___________________________________________________________________
 DU1496* NAD 83(1986)-  33 23 24.     (N)    111 30 26.     (W)     SCALED    
 DU1496* NAVD 88     -       519.08   (+/-2cm)    1703.0    (feet)  VERTCON   
 DU1496  ___________________________________________________________________
 DU1496  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1496  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1496
 DU1496.The horizontal coordinates were scaled from a topographic map and have
 DU1496.an estimated accuracy of +/- 6 seconds.
 DU1496
 DU1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1496.The vertical order pertains to the NGVD 29 superseded value.
 DU1496
 DU1496.The geoid height was determined by GEOID03.
 DU1496
 DU1496;                    North         East    Units  Estimated Accuracy
 DU1496;SPC AZ C     -   265,080.      251,450.      MT  (+/- 180 meters Scaled)
 DU1496
 DU1496                          SUPERSEDED SURVEY CONTROL
 DU1496
 DU1496  NGVD 29 (??/??/92)  518.501  (m)         1701.12   (f) ADJ UNCH    1 1
 DU1496
 DU1496.Superseded values are not recommended for survey control.
 DU1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1496.See file dsdata.txt to determine how the superseded data were derived.
 DU1496
 DU1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB528946(NAD 83)
 DU1496_MARKER: DD = SURVEY DISK
 DU1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1496_SP_SET: CULVERT
 DU1496_STAMPING: 1701.13 992+29
 DU1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1496
 DU1496  HISTORY     - Date     Condition        Report By
 DU1496  HISTORY     - UNK      MONUMENTED       AZHD
 DU1496  HISTORY     - 1975     GOOD             AZDT
 DU1496  HISTORY     - 1975     GOOD             AZDT
 DU1496  HISTORY     - 20070304 GOOD             GEOCAC
 DU1496
 DU1496                          STATION DESCRIPTION
 DU1496
 DU1496'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1496'2.1 MI SE FROM PALM SPRINGS.
 DU1496'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1496'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL ON THE
 DU1496'SOUTH SIDE OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A
 DU1496'CONCRETE CULVERT HEADWALL.
 DU1496
 DU1496                          STATION RECOVERY (1975)
 DU1496
 DU1496'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1496'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1496'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL ON THE
 DU1496'SOUTH SIDE OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A
 DU1496'CONCRETE CULVERT HEADWALL.
 DU1496
 DU1496                          STATION RECOVERY (2007)
 DU1496
 DU1496'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1518 ***********************************************************************
 DU1518  DESIGNATION -  1701.89
 DU1518  PID         -  DU1518
 DU1518  STATE/COUNTY-  AZ/PINAL
 DU1518  USGS QUAD   -  GOLDFIELD (1981)
 DU1518
 DU1518                         *CURRENT SURVEY CONTROL
 DU1518  ___________________________________________________________________
 DU1518* NAD 83(1986)-  33 22 42.     (N)    111 29 26.     (W)     SCALED    
 DU1518* NAVD 88     -       519.44   (+/-2cm)    1704.2    (feet)  VERTCON   
 DU1518  ___________________________________________________________________
 DU1518  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1518  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1518
 DU1518.The horizontal coordinates were scaled from a topographic map and have
 DU1518.an estimated accuracy of +/- 6 seconds.
 DU1518
 DU1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1518.The vertical order pertains to the NGVD 29 superseded value.
 DU1518
 DU1518.The geoid height was determined by GEOID03.
 DU1518
 DU1518;                    North         East    Units  Estimated Accuracy
 DU1518;SPC AZ C     -   263,790.      253,010.      MT  (+/- 180 meters Scaled)
 DU1518
 DU1518                          SUPERSEDED SURVEY CONTROL
 DU1518
 DU1518  NGVD 29 (??/??/92)  518.872  (m)         1702.33   (f) ADJ UNCH    1 1
 DU1518
 DU1518.Superseded values are not recommended for survey control.
 DU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1518.See file dsdata.txt to determine how the superseded data were derived.
 DU1518
 DU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB543933(NAD 83)
 DU1518_MARKER: DD = SURVEY DISK
 DU1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1518_SP_SET: CULVERT
 DU1518_STAMPING: 1701.89 1061+10
 DU1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1518+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1518
 DU1518  HISTORY     - Date     Condition        Report By
 DU1518  HISTORY     - UNK      MONUMENTED       AZHD
 DU1518  HISTORY     - 1975     GOOD             AZDT
 DU1518  HISTORY     - 1975     GOOD             AZDT
 DU1518  HISTORY     - 20061201 GOOD             GEOCAC
 DU1518  HISTORY     - 20081212 GOOD             GEOCAC
 DU1518
 DU1518                          STATION DESCRIPTION
 DU1518
 DU1518'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1518'3.3 MI SE FROM PALM SPRINGS.
 DU1518'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.1
 DU1518'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL.  SOUTH
 DU1518'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1518'HEADWALL.
 DU1518
 DU1518                          STATION RECOVERY (1975)
 DU1518
 DU1518'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1518'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.1
 DU1518'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL.  SOUTH
 DU1518'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1518'HEADWALL.
 DU1518
 DU1518                          STATION RECOVERY (2006)
 DU1518
 DU1518'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1518'RECOVERED IN GOOD CONDITION.
 DU1518
 DU1518                          STATION RECOVERY (2008)
 DU1518
 DU1518'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1518'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1518'33 22 41.9 (N)   111 29 23.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1498 ***********************************************************************
 DU1498  DESIGNATION -  1702.72
 DU1498  PID         -  DU1498
 DU1498  STATE/COUNTY-  AZ/PINAL
 DU1498  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1498
 DU1498                         *CURRENT SURVEY CONTROL
 DU1498  ___________________________________________________________________
 DU1498* NAD 83(1986)-  33 23 30.     (N)    111 30 38.     (W)     SCALED    
 DU1498* NAVD 88     -       519.73   (+/-2cm)    1705.1    (feet)  VERTCON   
 DU1498  ___________________________________________________________________
 DU1498  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1498  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1498
 DU1498.The horizontal coordinates were scaled from a topographic map and have
 DU1498.an estimated accuracy of +/- 6 seconds.
 DU1498
 DU1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1498.The vertical order pertains to the NGVD 29 superseded value.
 DU1498
 DU1498.The geoid height was determined by GEOID03.
 DU1498
 DU1498;                    North         East    Units  Estimated Accuracy
 DU1498;SPC AZ C     -   265,260.      251,140.      MT  (+/- 180 meters Scaled)
 DU1498
 DU1498                          SUPERSEDED SURVEY CONTROL
 DU1498
 DU1498  NGVD 29 (??/??/92)  519.158  (m)         1703.27   (f) ADJ UNCH    1 1
 DU1498
 DU1498.Superseded values are not recommended for survey control.
 DU1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1498.See file dsdata.txt to determine how the superseded data were derived.
 DU1498
 DU1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB525948(NAD 83)
 DU1498_MARKER: DD = SURVEY DISK
 DU1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1498_SP_SET: CULVERT
 DU1498_STAMPING: 1702.72 980+00
 DU1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1498
 DU1498  HISTORY     - Date     Condition        Report By
 DU1498  HISTORY     - UNK      MONUMENTED       AZHD
 DU1498  HISTORY     - 1975     GOOD             AZDT
 DU1498  HISTORY     - 1975     GOOD             AZDT
 DU1498  HISTORY     - 20070304 GOOD             GEOCAC
 DU1498
 DU1498                          STATION DESCRIPTION
 DU1498
 DU1498'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1498'1.85 MI SE FROM PALM SPRINGS.
 DU1498'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1498'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1498'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1498'HEADWALL.
 DU1498
 DU1498                          STATION RECOVERY (1975)
 DU1498
 DU1498'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1498'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1498'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1498'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1498'HEADWALL.
 DU1498
 DU1498                          STATION RECOVERY (2007)
 DU1498
 DU1498'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1497 ***********************************************************************
 DU1497  DESIGNATION -  1703.10
 DU1497  PID         -  DU1497
 DU1497  STATE/COUNTY-  AZ/PINAL
 DU1497  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1497
 DU1497                         *CURRENT SURVEY CONTROL
 DU1497  ___________________________________________________________________
 DU1497* NAD 83(1986)-  33 23 30.     (N)    111 30 38.     (W)     SCALED    
 DU1497* NAVD 88     -       519.68   (+/-2cm)    1705.0    (feet)  VERTCON   
 DU1497  ___________________________________________________________________
 DU1497  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1497  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1497
 DU1497.The horizontal coordinates were scaled from a topographic map and have
 DU1497.an estimated accuracy of +/- 6 seconds.
 DU1497
 DU1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1497.The vertical order pertains to the NGVD 29 superseded value.
 DU1497
 DU1497.The geoid height was determined by GEOID03.
 DU1497
 DU1497;                    North         East    Units  Estimated Accuracy
 DU1497;SPC AZ C     -   265,260.      251,140.      MT  (+/- 180 meters Scaled)
 DU1497
 DU1497                          SUPERSEDED SURVEY CONTROL
 DU1497
 DU1497  NGVD 29 (??/??/92)  519.103  (m)         1703.09   (f) ADJ UNCH    1 1
 DU1497
 DU1497.Superseded values are not recommended for survey control.
 DU1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1497.See file dsdata.txt to determine how the superseded data were derived.
 DU1497
 DU1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB525948(NAD 83)
 DU1497_MARKER: DD = SURVEY DISK
 DU1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1497_SP_SET: CULVERT
 DU1497_STAMPING: 1703.10
 DU1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1497
 DU1497  HISTORY     - Date     Condition        Report By
 DU1497  HISTORY     - UNK      MONUMENTED       AZHD
 DU1497  HISTORY     - 1975     GOOD             AZDT
 DU1497  HISTORY     - 1975     GOOD             AZDT
 DU1497  HISTORY     - 20070304 GOOD             GEOCAC
 DU1497
 DU1497                          STATION DESCRIPTION
 DU1497
 DU1497'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1497'1.85 MI SE FROM PALM SPRINGS.
 DU1497'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1497'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1497'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1497'HEADWALL.
 DU1497
 DU1497                          STATION RECOVERY (1975)
 DU1497
 DU1497'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1497'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.6
 DU1497'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1497'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1497'HEADWALL.
 DU1497
 DU1497                          STATION RECOVERY (2007)
 DU1497
 DU1497'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1053 ***********************************************************************
 DU1053  DESIGNATION -  1704
 DU1053  PID         -  DU1053
 DU1053  STATE/COUNTY-  AZ/PINAL
 DU1053  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1053
 DU1053                         *CURRENT SURVEY CONTROL
 DU1053  ___________________________________________________________________
 DU1053* NAD 83(1986)-  33 23 42.     (N)    111 30 53.     (W)     SCALED    
 DU1053* NAVD 88     -       519.98   (+/-2cm)    1706.0    (feet)  VERTCON   
 DU1053  ___________________________________________________________________
 DU1053  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1053
 DU1053.The horizontal coordinates were scaled from a topographic map and have
 DU1053.an estimated accuracy of +/- 6 seconds.
 DU1053
 DU1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1053.The vertical order pertains to the NGVD 29 superseded value.
 DU1053
 DU1053.The geoid height was determined by GEOID03.
 DU1053
 DU1053;                    North         East    Units  Estimated Accuracy
 DU1053;SPC AZ C     -   265,630.      250,750.      MT  (+/- 180 meters Scaled)
 DU1053
 DU1053                          SUPERSEDED SURVEY CONTROL
 DU1053
 DU1053  NGVD 29 (??/??/92)  519.406  (m)         1704.08   (f) ADJ UNCH    2 0
 DU1053
 DU1053.Superseded values are not recommended for survey control.
 DU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1053.See file dsdata.txt to determine how the superseded data were derived.
 DU1053
 DU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521951(NAD 83)
 DU1053_MARKER: DD = SURVEY DISK
 DU1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1053_SP_SET: CULVERT
 DU1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1053
 DU1053  HISTORY     - Date     Condition        Report By
 DU1053  HISTORY     - UNK      MONUMENTED       AZHD
 DU1053  HISTORY     - 1935     GOOD             NGS
 DU1053  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1053  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1053
 DU1053                          STATION DESCRIPTION
 DU1053
 DU1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU1053'2.5 MI SE FROM APACHE JCT.
 DU1053'2.5 MI SE ALONG U S HWY NO. 60 IN TOP OF CONC. CULVERT HEADWALL, AND
 DU1053'18 FEET WEST OF THE CENTERLINE OF THE ROAD.
 DU1053
 DU1053                          STATION RECOVERY (1981)
 DU1053
 DU1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1053'NOTE HEADWALL AT THE DESCRIBED LOCATION BELIEVED DESTROYED DUE TO
 DU1053'HIGHWAY REMODELING.
 DU1053
 DU1053                          STATION RECOVERY (2008)
 DU1053
 DU1053'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1053'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1053'MARK. THERE IS NO DISK OF THE APPROPRIATE DATE ON THE CULVERT HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1519 ***********************************************************************
 DU1519  DESIGNATION -  1704.32
 DU1519  PID         -  DU1519
 DU1519  STATE/COUNTY-  AZ/PINAL
 DU1519  USGS QUAD   -  GOLDFIELD (1981)
 DU1519
 DU1519                         *CURRENT SURVEY CONTROL
 DU1519  ___________________________________________________________________
 DU1519* NAD 83(1986)-  33 22 42.     (N)    111 29 20.     (W)     SCALED    
 DU1519* NAVD 88     -       520.19   (+/-2cm)    1706.7    (feet)  VERTCON   
 DU1519  ___________________________________________________________________
 DU1519  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1519  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1519
 DU1519.The horizontal coordinates were scaled from a topographic map and have
 DU1519.an estimated accuracy of +/- 6 seconds.
 DU1519
 DU1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1519.The vertical order pertains to the NGVD 29 superseded value.
 DU1519
 DU1519.The geoid height was determined by GEOID03.
 DU1519
 DU1519;                    North         East    Units  Estimated Accuracy
 DU1519;SPC AZ C     -   263,790.      253,160.      MT  (+/- 180 meters Scaled)
 DU1519
 DU1519                          SUPERSEDED SURVEY CONTROL
 DU1519
 DU1519  NGVD 29 (??/??/92)  519.617  (m)         1704.78   (f) ADJ UNCH    1 1
 DU1519
 DU1519.Superseded values are not recommended for survey control.
 DU1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1519.See file dsdata.txt to determine how the superseded data were derived.
 DU1519
 DU1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB545933(NAD 83)
 DU1519_MARKER: DD = SURVEY DISK
 DU1519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1519_SP_SET: CULVERT
 DU1519_STAMPING: 1704.32 1067+48
 DU1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1519+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1519
 DU1519  HISTORY     - Date     Condition        Report By
 DU1519  HISTORY     - UNK      MONUMENTED       AZHD
 DU1519  HISTORY     - 1975     GOOD             AZDT
 DU1519  HISTORY     - 1975     GOOD             AZDT
 DU1519  HISTORY     - 20070319 MARK NOT FOUND   GEOCAC
 DU1519  HISTORY     - 20081212 GOOD             GEOCAC
 DU1519
 DU1519                          STATION DESCRIPTION
 DU1519
 DU1519'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1519'3.4 MI SE FROM PALM SPRINGS.
 DU1519'FROM MILEPOST 200, U.S. 60, 80, EAST ON THE HIGHWAY FOR 0.25 MILES AND
 DU1519'TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1519'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1519
 DU1519                          STATION RECOVERY (1975)
 DU1519
 DU1519'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1519'FROM MILEPOST 200, U.S. 60, 80, EAST ON THE HIGHWAY FOR 0.25 MILES AND
 DU1519'TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1519'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1519
 DU1519                          STATION RECOVERY (2007)
 DU1519
 DU1519'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1519'THERE IS NO HEADWALL AT THE CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DU1519'DESTROYED.
 DU1519
 DU1519                          STATION RECOVERY (2008)
 DU1519
 DU1519'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1519'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1519'33 22 37.1 (N)   111 29 18.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1321 ***********************************************************************
 DU1321  DESIGNATION -  1706.12
 DU1321  PID         -  DU1321
 DU1321  STATE/COUNTY-  AZ/PINAL
 DU1321  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1321
 DU1321                         *CURRENT SURVEY CONTROL
 DU1321  ___________________________________________________________________
 DU1321* NAD 83(1986)-  33 23 47.     (N)    111 31 04.     (W)     SCALED    
 DU1321* NAVD 88     -       520.610  (meters)    1708.03   (feet)  ADJUSTED  
 DU1321  ___________________________________________________________________
 DU1321  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1321  DYNAMIC HT  -         519.975 (meters)    1705.95  (feet)  COMP
 DU1321  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 DU1321
 DU1321  VERT ORDER  -  FIRST     CLASS I
 DU1321
 DU1321.The horizontal coordinates were scaled from a topographic map and have
 DU1321.an estimated accuracy of +/- 6 seconds.
 DU1321
 DU1321.The orthometric height was determined by differential leveling
 DU1321.and adjusted in June 1991.
 DU1321
 DU1321.The geoid height was determined by GEOID03.
 DU1321
 DU1321.The dynamic height is computed by dividing the NAVD 88
 DU1321.geopotential number by the normal gravity value computed on the
 DU1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1321.degrees latitude (g = 980.6199 gals.).
 DU1321
 DU1321.The modeled gravity was interpolated from observed gravity values.
 DU1321
 DU1321;                    North         East    Units  Estimated Accuracy
 DU1321;SPC AZ C     -   265,780.      250,470.      MT  (+/- 180 meters Scaled)
 DU1321
 DU1321                          SUPERSEDED SURVEY CONTROL
 DU1321
 DU1321  NGVD 29 (??/??/92)  520.020  (m)         1706.10   (f) ADJ UNCH    1 1
 DU1321
 DU1321.Superseded values are not recommended for survey control.
 DU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1321.See file dsdata.txt to determine how the superseded data were derived.
 DU1321
 DU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518953(NAD 83)
 DU1321_MARKER: DB = BENCH MARK DISK
 DU1321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1321_SP_SET: HEADWALL
 DU1321_STAMPING: ELV.1706.12 STA.952+  64
 DU1321_MARK LOGO: AZHD  
 DU1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1321+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DU1321
 DU1321  HISTORY     - Date     Condition        Report By
 DU1321  HISTORY     - 1964     MONUMENTED       AZHD
 DU1321  HISTORY     - 1981     GOOD             NGS
 DU1321  HISTORY     - 20040113 GOOD             USPSQD
 DU1321  HISTORY     - 20060625 GOOD             GEOCAC
 DU1321
 DU1321                          STATION DESCRIPTION
 DU1321
 DU1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1321'3.6 KM (2.25 MI) SE FROM APACHE JUNCTION.
 DU1321'3.6 KILOMETERS (2.25 MILES) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1321'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, IN THE
 DU1321'TOP CENTER OF A CONCRETE HEADWALL FOR A DOUBLE CHANNEL BRIDGE FOR THE
 DU1321'NORTHBOUND HIGHWAY LANES, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF
 DU1321'CORTEZ ROAD AND 7.9 METERS (25.9 FEET) SOUTHWEST OF THE CENTERLINE OF
 DU1321'THE HIGHWAY.
 DU1321
 DU1321                          STATION RECOVERY (2004)
 DU1321
 DU1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (GP)
 DU1321'ROAD RENAMED ....  TO ... APACHE TRAIL...MARKER IS ON THE ISLAND SIDE
 DU1321'OF THE NORTHWEST BOUND LANE. THE ORIGIONAL LOCATION DISCRIPTION DOES
 DU1321'NOT CHANGE
 DU1321' 
 DU1321' 
 DU1321' 
 DU1321' 
 DU1321
 DU1321                          STATION RECOVERY (2006)
 DU1321
 DU1321'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1321'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES
 DU1321'33 23 47.34 (N)   111 31 04.56 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1516 ***********************************************************************
 DU1516  DESIGNATION -  1706.80
 DU1516  PID         -  DU1516
 DU1516  STATE/COUNTY-  AZ/PINAL
 DU1516  USGS QUAD   -  GOLDFIELD (1981)
 DU1516
 DU1516                         *CURRENT SURVEY CONTROL
 DU1516  ___________________________________________________________________
 DU1516* NAD 83(1986)-  33 22 54.     (N)    111 29 38.     (W)     SCALED    
 DU1516* NAVD 88     -       520.95   (+/-2cm)    1709.2    (feet)  VERTCON   
 DU1516  ___________________________________________________________________
 DU1516  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1516  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1516
 DU1516.The horizontal coordinates were scaled from a topographic map and have
 DU1516.an estimated accuracy of +/- 6 seconds.
 DU1516
 DU1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1516.The vertical order pertains to the NGVD 29 superseded value.
 DU1516
 DU1516.The geoid height was determined by GEOID03.
 DU1516
 DU1516;                    North         East    Units  Estimated Accuracy
 DU1516;SPC AZ C     -   264,160.      252,700.      MT  (+/- 180 meters Scaled)
 DU1516
 DU1516                          SUPERSEDED SURVEY CONTROL
 DU1516
 DU1516  NGVD 29 (??/??/92)  520.376  (m)         1707.27   (f) ADJ UNCH    1 1
 DU1516
 DU1516.Superseded values are not recommended for survey control.
 DU1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1516.See file dsdata.txt to determine how the superseded data were derived.
 DU1516
 DU1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB540937(NAD 83)
 DU1516_MARKER: DD = SURVEY DISK
 DU1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1516_SP_SET: CULVERT
 DU1516_STAMPING: 1706.80 1047+65
 DU1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1516
 DU1516  HISTORY     - Date     Condition        Report By
 DU1516  HISTORY     - UNK      MONUMENTED       AZHD
 DU1516  HISTORY     - 1975     GOOD             AZDT
 DU1516  HISTORY     - 1975     GOOD             AZDT
 DU1516  HISTORY     - 20070319 MARK NOT FOUND   GEOCAC
 DU1516
 DU1516                          STATION DESCRIPTION
 DU1516
 DU1516'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1516'3.10 MI SE FROM PALM SPRINGS.
 DU1516'FROM MILEPOST 199, U.S. 60, 70, AND 80.  EAST ON THE HIGHWAY FOR 0.8
 DU1516'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1516'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1516'HEADWALL.
 DU1516
 DU1516                          STATION RECOVERY (1975)
 DU1516
 DU1516'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1516'FROM MILEPOST 199, U.S. 60, 70, AND 80.  EAST ON THE HIGHWAY FOR 0.8
 DU1516'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1516'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1516'HEADWALL.
 DU1516
 DU1516                          STATION RECOVERY (2007)
 DU1516
 DU1516'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1516'ALTHOUGH SEVERAL MARKS WERE FOUND ON CULVERT HEADWALLS IN THE AREA,
 DU1516'NONE HAD THE INDICATED STAMPING. APPARENTLY THE CULVERTS WERE
 DU1516'RE-CONSTRUCTED SINCE THE LAST RECOVERY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1517 ***********************************************************************
 DU1517  DESIGNATION -  1707.68
 DU1517  PID         -  DU1517
 DU1517  STATE/COUNTY-  AZ/PINAL
 DU1517  USGS QUAD   -  GOLDFIELD (1981)
 DU1517
 DU1517                         *CURRENT SURVEY CONTROL
 DU1517  ___________________________________________________________________
 DU1517* NAD 83(1986)-  33 22 48.     (N)    111 29 32.     (W)     SCALED    
 DU1517* NAVD 88     -       521.22   (+/-2cm)    1710.0    (feet)  VERTCON   
 DU1517  ___________________________________________________________________
 DU1517  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1517  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1517
 DU1517.The horizontal coordinates were scaled from a topographic map and have
 DU1517.an estimated accuracy of +/- 6 seconds.
 DU1517
 DU1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1517.The vertical order pertains to the NGVD 29 superseded value.
 DU1517
 DU1517.The geoid height was determined by GEOID03.
 DU1517
 DU1517;                    North         East    Units  Estimated Accuracy
 DU1517;SPC AZ C     -   263,970.      252,850.      MT  (+/- 180 meters Scaled)
 DU1517
 DU1517                          SUPERSEDED SURVEY CONTROL
 DU1517
 DU1517  NGVD 29 (??/??/92)  520.644  (m)         1708.15   (f) ADJ UNCH    1 1
 DU1517
 DU1517.Superseded values are not recommended for survey control.
 DU1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1517.See file dsdata.txt to determine how the superseded data were derived.
 DU1517
 DU1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB542935(NAD 83)
 DU1517_MARKER: DD = SURVEY DISK
 DU1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1517_SP_SET: CULVERT
 DU1517_STAMPING: 1707.68 1055+35
 DU1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1517+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1517
 DU1517  HISTORY     - Date     Condition        Report By
 DU1517  HISTORY     - UNK      MONUMENTED       AZHD
 DU1517  HISTORY     - 1975     GOOD             AZDT
 DU1517  HISTORY     - 1975     GOOD             AZDT
 DU1517  HISTORY     - 20070126 GOOD             GEOCAC
 DU1517  HISTORY     - 20081212 GOOD             GEOCAC
 DU1517
 DU1517                          STATION DESCRIPTION
 DU1517
 DU1517'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1517'3.2 MI SE FROM PALM SPRINGS.
 DU1517'50 FT. WEST OF MILEPOST 200.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1517'BOUND LANE.  U.S. 60, 70, AND 80.  SILLY MOUNTAIN.  AN AHD BRASS CAP,
 DU1517'SET ON A CONCRETE CULVERT HEADWALL.
 DU1517
 DU1517                          STATION RECOVERY (1975)
 DU1517
 DU1517'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1517'50 FT. WEST OF MILEPOST 200.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1517'BOUND LANE.  U.S. 60, 70, AND 80.  SILLY MOUNTAIN.  AN AHD BRASS CAP,
 DU1517'SET ON A CONCRETE CULVERT HEADWALL.
 DU1517
 DU1517                          STATION RECOVERY (2007)
 DU1517
 DU1517'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1517'RECOVERED IN GOOD CONDITION.
 DU1517
 DU1517                          STATION RECOVERY (2008)
 DU1517
 DU1517'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1517'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1517'33 22 46.3 (N)   111 29 27.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1504 ***********************************************************************
 DU1504  DESIGNATION -  1708.09
 DU1504  PID         -  DU1504
 DU1504  STATE/COUNTY-  AZ/PINAL
 DU1504  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1504
 DU1504                         *CURRENT SURVEY CONTROL
 DU1504  ___________________________________________________________________
 DU1504* NAD 83(1986)-  33 23 54.     (N)    111 31 20.     (W)     SCALED    
 DU1504* NAVD 88     -       521.19   (+/-2cm)    1709.9    (feet)  VERTCON   
 DU1504  ___________________________________________________________________
 DU1504  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1504  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1504
 DU1504.The horizontal coordinates were scaled from a topographic map and have
 DU1504.an estimated accuracy of +/- 6 seconds.
 DU1504
 DU1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1504.The vertical order pertains to the NGVD 29 superseded value.
 DU1504
 DU1504.The geoid height was determined by GEOID03.
 DU1504
 DU1504;                    North         East    Units  Estimated Accuracy
 DU1504;SPC AZ C     -   266,000.      250,050.      MT  (+/- 180 meters Scaled)
 DU1504
 DU1504                          SUPERSEDED SURVEY CONTROL
 DU1504
 DU1504  NGVD 29 (??/??/92)  520.624  (m)         1708.08   (f) ADJ UNCH    1 1
 DU1504
 DU1504.Superseded values are not recommended for survey control.
 DU1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1504.See file dsdata.txt to determine how the superseded data were derived.
 DU1504
 DU1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514955(NAD 83)
 DU1504_MARKER: DD = SURVEY DISK
 DU1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1504_SP_SET: CULVERT
 DU1504_STAMPING: 1708.09 937+70
 DU1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1504+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU1504
 DU1504  HISTORY     - Date     Condition        Report By
 DU1504  HISTORY     - UNK      MONUMENTED       AZHD
 DU1504  HISTORY     - 1975     GOOD             AZDT
 DU1504  HISTORY     - 1975     GOOD             AZDT
 DU1504  HISTORY     - 20061227 GOOD             GEOCAC
 DU1504
 DU1504                          STATION DESCRIPTION
 DU1504
 DU1504'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1504'1.1 MI SE FROM PALM SPRINGS.
 DU1504'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1504'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1504'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1504'HEADWALL.
 DU1504
 DU1504                          STATION RECOVERY (1975)
 DU1504
 DU1504'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1504'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1504'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1504'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1504'HEADWALL.
 DU1504
 DU1504                          STATION RECOVERY (2006)
 DU1504
 DU1504'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1529 ***********************************************************************
 CZ1529  DESIGNATION -  1708.42
 CZ1529  PID         -  CZ1529
 CZ1529  STATE/COUNTY-  AZ/PINAL
 CZ1529  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1529
 CZ1529                         *CURRENT SURVEY CONTROL
 CZ1529  ___________________________________________________________________
 CZ1529* NAD 83(1986)-  32 40 46.     (N)    111 26 34.     (W)     SCALED    
 CZ1529* NAVD 88     -       519.73   (+/-2cm)    1705.1    (feet)  VERTCON   
 CZ1529  ___________________________________________________________________
 CZ1529  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ1529  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1529
 CZ1529.The horizontal coordinates were scaled from a topographic map and have
 CZ1529.an estimated accuracy of +/- 6 seconds.
 CZ1529
 CZ1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1529.The vertical order pertains to the NGVD 29 superseded value.
 CZ1529
 CZ1529.The geoid height was determined by GEOID03.
 CZ1529
 CZ1529;                    North         East    Units  Estimated Accuracy
 CZ1529;SPC AZ C     -   186,300.      257,800.      MT  (+/- 180 meters Scaled)
 CZ1529
 CZ1529                          SUPERSEDED SURVEY CONTROL
 CZ1529
 CZ1529  NGVD 29 (??/??/92)  519.150  (m)         1703.24   (f) ADJ UNCH    1 2
 CZ1529
 CZ1529.Superseded values are not recommended for survey control.
 CZ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1529.See file dsdata.txt to determine how the superseded data were derived.
 CZ1529
 CZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB584158(NAD 83)
 CZ1529_MARKER: DD = SURVEY DISK
 CZ1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1529_STAMPING: 1708.42
 CZ1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1529+STABILITY: SURFACE MOTION
 CZ1529
 CZ1529  HISTORY     - Date     Condition        Report By
 CZ1529  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1529  HISTORY     - 1975     GOOD             AZDT
 CZ1529
 CZ1529                          STATION DESCRIPTION
 CZ1529
 CZ1529'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1529'3.7 MI SE FROM PICACHO.
 CZ1529'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1529'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1529'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS
 CZ1529'CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1500 ***********************************************************************
 DU1500  DESIGNATION -  1708.90
 DU1500  PID         -  DU1500
 DU1500  STATE/COUNTY-  AZ/PINAL
 DU1500  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1500
 DU1500                         *CURRENT SURVEY CONTROL
 DU1500  ___________________________________________________________________
 DU1500* NAD 83(1986)-  33 23 42.     (N)    111 30 56.     (W)     SCALED    
 DU1500* NAVD 88     -       519.95   (+/-2cm)    1705.9    (feet)  VERTCON   
 DU1500  ___________________________________________________________________
 DU1500  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1500  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1500
 DU1500.The horizontal coordinates were scaled from a topographic map and have
 DU1500.an estimated accuracy of +/- 6 seconds.
 DU1500
 DU1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1500.The vertical order pertains to the NGVD 29 superseded value.
 DU1500
 DU1500.The geoid height was determined by GEOID03.
 DU1500
 DU1500;                    North         East    Units  Estimated Accuracy
 DU1500;SPC AZ C     -   265,630.      250,670.      MT  (+/- 180 meters Scaled)
 DU1500
 DU1500                          SUPERSEDED SURVEY CONTROL
 DU1500
 DU1500  NGVD 29 (??/??/92)  519.374  (m)         1703.98   (f) ADJ UNCH    1 1
 DU1500
 DU1500.Superseded values are not recommended for survey control.
 DU1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1500.See file dsdata.txt to determine how the superseded data were derived.
 DU1500
 DU1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB520951(NAD 83)
 DU1500_MARKER: DD = SURVEY DISK
 DU1500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1500_SP_SET: CULVERT
 DU1500_STAMPING: 1708.90 959+45
 DU1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1500+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU1500
 DU1500  HISTORY     - Date     Condition        Report By
 DU1500  HISTORY     - UNK      MONUMENTED       AZHD
 DU1500  HISTORY     - 1975     GOOD             AZDT
 DU1500  HISTORY     - 1975     GOOD             AZDT
 DU1500  HISTORY     - 20061227 GOOD             GEOCAC
 DU1500
 DU1500                          STATION DESCRIPTION
 DU1500
 DU1500'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1500'1.5 MI SE FROM PALM SPRINGS.
 DU1500'FROM THE MILEPOST, 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR
 DU1500'0.2 MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL,
 DU1500'SOUTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE
 DU1500'CULVERT HEADWALL.
 DU1500
 DU1500                          STATION RECOVERY (1975)
 DU1500
 DU1500'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1500'FROM THE MILEPOST, 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR
 DU1500'0.2 MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL,
 DU1500'SOUTH OF THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE
 DU1500'CULVERT HEADWALL.
 DU1500
 DU1500                          STATION RECOVERY (2006)
 DU1500
 DU1500'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1520 ***********************************************************************
 DU1520  DESIGNATION -  1709.07
 DU1520  PID         -  DU1520
 DU1520  STATE/COUNTY-  AZ/PINAL
 DU1520  USGS QUAD   -  GOLDFIELD (1981)
 DU1520
 DU1520                         *CURRENT SURVEY CONTROL
 DU1520  ___________________________________________________________________
 DU1520* NAD 83(1986)-  33 22 30.     (N)    111 29 20.     (W)     SCALED    
 DU1520* NAVD 88     -       521.63   (+/-2cm)    1711.4    (feet)  VERTCON   
 DU1520  ___________________________________________________________________
 DU1520  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DU1520  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1520
 DU1520.The horizontal coordinates were scaled from a topographic map and have
 DU1520.an estimated accuracy of +/- 6 seconds.
 DU1520
 DU1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1520.The vertical order pertains to the NGVD 29 superseded value.
 DU1520
 DU1520.The geoid height was determined by GEOID03.
 DU1520
 DU1520;                    North         East    Units  Estimated Accuracy
 DU1520;SPC AZ C     -   263,420.      253,160.      MT  (+/- 180 meters Scaled)
 DU1520
 DU1520                          SUPERSEDED SURVEY CONTROL
 DU1520
 DU1520  NGVD 29 (??/??/92)  521.064  (m)         1709.52   (f) ADJ UNCH    1 1
 DU1520
 DU1520.Superseded values are not recommended for survey control.
 DU1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1520.See file dsdata.txt to determine how the superseded data were derived.
 DU1520
 DU1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB545929(NAD 83)
 DU1520_MARKER: DD = SURVEY DISK
 DU1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1520_SP_SET: CULVERT
 DU1520_STAMPING: 1709.07 1071+78
 DU1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1520+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1520
 DU1520  HISTORY     - Date     Condition        Report By
 DU1520  HISTORY     - UNK      MONUMENTED       AZHD
 DU1520  HISTORY     - 1975     GOOD             AZDT
 DU1520  HISTORY     - 1975     GOOD             AZDT
 DU1520  HISTORY     - 20061201 GOOD             GEOCAC
 DU1520  HISTORY     - 20081212 GOOD             GEOCAC
 DU1520
 DU1520                          STATION DESCRIPTION
 DU1520
 DU1520'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1520'3.5 MI SE FROM PALM SPRINGS.
 DU1520'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1520'MILES AND TO THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1520'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT.
 DU1520
 DU1520                          STATION RECOVERY (1975)
 DU1520
 DU1520'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1520'FROM MILEPOST 200, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1520'MILES AND TO THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF THE EAST
 DU1520'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT.
 DU1520
 DU1520                          STATION RECOVERY (2006)
 DU1520
 DU1520'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1520'RECOVERED IN GOOD CONDITION.
 DU1520
 DU1520                          STATION RECOVERY (2008)
 DU1520
 DU1520'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1520'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1520'33 22 33.7 (N)   111 29 14.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0500 ***********************************************************************
 GQ0500  DESIGNATION -  171 DOR
 GQ0500  PID         -  GQ0500
 GQ0500  STATE/COUNTY-  AZ/MOHAVE
 GQ0500  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0500
 GQ0500                         *CURRENT SURVEY CONTROL
 GQ0500  ___________________________________________________________________
 GQ0500* NAD 83(1986)-  36 16 59.     (N)    113 37 09.     (W)     SCALED    
 GQ0500* NAVD 88     -      1726.992  (meters)    5665.97   (feet)  POSTED    
 GQ0500  ___________________________________________________________________
 GQ0500  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 GQ0500  DYNAMIC HT  -        1724.890 (meters)    5659.08  (feet)  COMP
 GQ0500  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 GQ0500
 GQ0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0500
 GQ0500.The horizontal coordinates were scaled from a topographic map and have
 GQ0500.an estimated accuracy of +/- 6 seconds.
 GQ0500
 GQ0500.The orthometric height was determined by differential leveling
 GQ0500.and adjusted by the  in 1992.
 GQ0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0500.rate of 0.0 thru 1.0 mm/km.
 GQ0500
 GQ0500.The geoid height was determined by GEOID03.
 GQ0500
 GQ0500.The dynamic height is computed by dividing the NAVD 88
 GQ0500.geopotential number by the normal gravity value computed on the
 GQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0500.degrees latitude (g = 980.6199 gals.).
 GQ0500
 GQ0500.The modeled gravity was interpolated from observed gravity values.
 GQ0500
 GQ0500;                    North         East    Units  Estimated Accuracy
 GQ0500;SPC AZ W     -   585,950.      225,110.      MT  (+/- 180 meters Scaled)
 GQ0500
 GQ0500                          SUPERSEDED SURVEY CONTROL
 GQ0500
 GQ0500.No superseded survey control is available for this station.
 GQ0500
 GQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF647185(NAD 83)
 GQ0500_MARKER: DB = BENCH MARK DISK
 GQ0500_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0500_SP_SET: ROCK LEDGE
 GQ0500_STAMPING: 171 DOR 1970 5663
 GQ0500_MARK LOGO: USGS  
 GQ0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0500+STABILITY: POSITION/ELEVATION WELL
 GQ0500
 GQ0500  HISTORY     - Date     Condition        Report By
 GQ0500  HISTORY     - 1970     MONUMENTED       USGS
 GQ0500
 GQ0500                          STATION DESCRIPTION
 GQ0500
 GQ0500'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0500'119.6 KM (74.3 MI) SOUTH FROM ST GEORGE UT.
 GQ0500'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0500'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0500'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0500'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0500'PIGEON CANYON ROAD, THENCE 2.2 MILES SOUTHWEST, IN THE CANYON WALL,
 GQ0500'25 FEET SOUTHEAST OF THE ROAD, AT THE SOUTHEAST SIDE OF AND 2.5 FEET
 GQ0500'ABOVE A DRY WASH.
 GQ0500'THE MARK IS 4 FT  NE FROM  A WITNESS SIGN
 GQ0500'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0489 ***********************************************************************
 CZ0489  DESIGNATION -  171+82
 CZ0489  PID         -  CZ0489
 CZ0489  STATE/COUNTY-  AZ/PIMA
 CZ0489  USGS QUAD   -  MARANA (1992)
 CZ0489
 CZ0489                         *CURRENT SURVEY CONTROL
 CZ0489  ___________________________________________________________________
 CZ0489* NAD 83(2007)-  32 28 05.01452(N)    111 13 25.19943(W)     ADJUSTED  
 CZ0489* NAVD 88     -       600.761  (meters)    1971.00   (feet)  ADJUSTED  
 CZ0489  ___________________________________________________________________
 CZ0489  EPOCH DATE  -        2007.00
 CZ0489  X           -  -1,950,093.810 (meters)                     COMP
 CZ0489  Y           -  -5,021,488.963 (meters)                     COMP
 CZ0489  Z           -   3,404,641.958 (meters)                     COMP
 CZ0489  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 CZ0489  ELLIP HEIGHT-         571.220 (meters)          (02/10/07) ADJUSTED
 CZ0489  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CZ0489  DYNAMIC HT  -         599.970 (meters)    1968.40  (feet)  COMP
 CZ0489
 CZ0489  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0489  Type    PID    Designation                      North   East  Ellip
 CZ0489  -------------------------------------------------------------------
 CZ0489  NETWORK CZ0489 171+82                            1.10   1.45   5.37
 CZ0489  -------------------------------------------------------------------
 CZ0489  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CZ0489
 CZ0489  VERT ORDER  -  FIRST     CLASS II
 CZ0489
 CZ0489.The horizontal coordinates were established by GPS observations
 CZ0489.and adjusted by the National Geodetic Survey in February 2007.
 CZ0489
 CZ0489.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0489.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0489.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0489.The epoch date for horizontal control is a decimal equivalence
 CZ0489.of Year/Month/Day.
 CZ0489
 CZ0489.The orthometric height was determined by differential leveling
 CZ0489.and adjusted in June 1991.
 CZ0489
 CZ0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0489
 CZ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0489
 CZ0489.The ellipsoidal height was determined by GPS observations
 CZ0489.and is referenced to NAD 83.
 CZ0489
 CZ0489.The geoid height was determined by GEOID03.
 CZ0489
 CZ0489.The dynamic height is computed by dividing the NAVD 88
 CZ0489.geopotential number by the normal gravity value computed on the
 CZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0489.degrees latitude (g = 980.6199 gals.).
 CZ0489
 CZ0489.The modeled gravity was interpolated from observed gravity values.
 CZ0489
 CZ0489;                    North         East     Units Scale Factor Converg.
 CZ0489;SPC AZ C     -   162,976.883   278,503.082   MT  0.99995231   +0 22 19.3
 CZ0489;SPC AZ C     -   534,701.06    913,724.02   iFT  0.99995231   +0 22 19.3
 CZ0489;UTM  12      - 3,592,340.512   478,981.508   MT  0.99960545   -0 07 12.3
 CZ0489
 CZ0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0489!SPC AZ C     -   0.99991032  x   0.99995231  =   0.99986264
 CZ0489!UTM  12      -   0.99991032  x   0.99960545  =   0.99951581
 CZ0489
 CZ0489                          SUPERSEDED SURVEY CONTROL
 CZ0489
 CZ0489  ELLIP H (06/11/02)  571.256  (m)                       GP(       ) 4 2
 CZ0489  NAD 83(1992)-  32 28 05.01343(N)    111 13 25.19798(W) AD(       ) 1
 CZ0489  ELLIP H (08/23/93)  571.323  (m)                       GP(       ) 4 2
 CZ0489  NAD 83(1986)-  32 28 05.00854(N)    111 13 25.19829(W) AD(       ) 1
 CZ0489  NGVD 29 (??/??/92)  600.192  (m)         1969.13   (f) ADJ UNCH    1 2
 CZ0489
 CZ0489.Superseded values are not recommended for survey control.
 CZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0489.See file dsdata.txt to determine how the superseded data were derived.
 CZ0489
 CZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7898292341(NAD 83)
 CZ0489_MARKER: DD = SURVEY DISK
 CZ0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0489_SP_SET: CULVERT
 CZ0489_STAMPING: 1969.43 171+82 1931
 CZ0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0489+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0489
 CZ0489  HISTORY     - Date     Condition        Report By
 CZ0489  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0489  HISTORY     - 1951     GOOD             NGS
 CZ0489  HISTORY     - 1960     GOOD             NGS
 CZ0489  HISTORY     - 1980     GOOD             NGS
 CZ0489  HISTORY     - 1987     GOOD             NGS
 CZ0489  HISTORY     - 19960204 GOOD             USPSQD
 CZ0489  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0489
 CZ0489                          STATION DESCRIPTION
 CZ0489
 CZ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0489'1.1 MI NW FROM MARANA.
 CZ0489'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0489'RAILROAD FROM THE POST OFFICE AT MARANA, ABOUT 2 POLES SOUTHEAST OF
 CZ0489'MILE POLE NUMBER 961, IN THE TOP OF THE CENTER OF THE NORTHEAST
 CZ0489'CONCRETE HEADWALL OF A DOUBLE BOX TYPE HIGHWAY CULVERT, ABOUT 125 FEET
 CZ0489'SOUTHWEST OF THE MAIN RAILROAD TRACK, 16 FEET NORTHEAST OF THE
 CZ0489'CENTERLINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND
 CZ0489'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0489
 CZ0489                          STATION RECOVERY (1960)
 CZ0489
 CZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0489'RECOVERED IN GOOD CONDITION.
 CZ0489
 CZ0489                          STATION RECOVERY (1980)
 CZ0489
 CZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0489'36.8 KILOMETERS (22.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0489'COMPANY RAILROAD FROM THE STATION AT TUCSON, 1.0 KILOMETER (0.6
 CZ0489'MILE) NORTHWEST OF MARANA ROAD, 0.2 KILOMETER (0.1 MILE) SOUTHEAST
 CZ0489'OF MILE POST 961, AT A FRONTAGE ROAD DOUBLE BOX CULVERT IN THE TOP
 CZ0489'OF THE CENTER OF THE NORTHEAST HEADWALL, 35.8 (117.6 FEET) SOUTHWEST
 CZ0489'OF THE SOUTHWEST RAIL, 4.9 METERS (16.0 FEET NORTHEAST OF THE
 CZ0489'CENTERLINE OF THE ROAD.
 CZ0489'THE MARK IS 0.1 M ABOVE THE ROAD.
 CZ0489
 CZ0489                          STATION RECOVERY (1987)
 CZ0489
 CZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0489'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0489'IN GOOD CONDITION.
 CZ0489'
 CZ0489'THE STATION IS LOCATED ABOUT 56.3 KM (35 MI)
 CZ0489'NORTHWEST OF TUCSON,
 CZ0489'22.5 KM (14 MI) SOUTHEAST OF PICACHO PEAK AND
 CZ0489'3.2 KM (2 MI) NORTH-NORTHWEST OF MARANA.
 CZ0489'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0489'
 CZ0489'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0489'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ0489'MARANA, GO NORTH-NORTHEAST FOR 0.1 KM (0.05 MI) ON SANDARIO ROAD TO
 CZ0489'A STOP SIGN AT THE FRONTAGE ROAD.
 CZ0489'TURN LEFT AND GO NORTHWEST FOR 1.0 KM (0.6 MI) ON THE FRONTAGE ROAD
 CZ0489'TO THE STATION ON THE RIGHT.
 CZ0489'
 CZ0489'THE STATION IS A STANDARD AZHD DISK
 CZ0489'STAMPED---171+82 1969.43 1931---,
 CZ0489'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHEAST HEADWALL OF A
 CZ0489'CONCRETE CULVERT.  LOCATED
 CZ0489'36.0 METERS (118.1 FT) SOUTHWEST FROM THE WESTERNMOST RAIL OF THE
 CZ0489'RAILROAD TRACKS,
 CZ0489'5.3 METERS (17.4 FT) SOUTH FROM THE POWER POLE NUMBER 3 AND
 CZ0489'4.8 METERS (15.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ0489'FRONTAGE ROAD.
 CZ0489'
 CZ0489'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0489'
 CZ0489'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0489'
 CZ0489'DESCRIBED BY G.S. HART.
 CZ0489
 CZ0489                          STATION RECOVERY (1996)
 CZ0489
 CZ0489'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0489'RECOVERED IN GOOD CONDITION.
 CZ0489
 CZ0489                          STATION RECOVERY (2006)
 CZ0489
 CZ0489'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0578 ***********************************************************************
 DU0578  DESIGNATION -  1710.51
 DU0578  PID         -  DU0578
 DU0578  STATE/COUNTY-  AZ/PINAL
 DU0578  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0578
 DU0578                         *CURRENT SURVEY CONTROL
 DU0578  ___________________________________________________________________
 DU0578* NAD 83(1986)-  33 24 54.     (N)    111 33 06.     (W)     SCALED    
 DU0578* NAVD 88     -       521.92   (+/-2cm)    1712.3    (feet)  VERTCON   
 DU0578  ___________________________________________________________________
 DU0578  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0578  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0578
 DU0578.The horizontal coordinates were scaled from a topographic map and have
 DU0578.an estimated accuracy of +/- 6 seconds.
 DU0578
 DU0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0578.The vertical order pertains to the NGVD 29 superseded value.
 DU0578
 DU0578.The geoid height was determined by GEOID03.
 DU0578
 DU0578;                    North         East    Units  Estimated Accuracy
 DU0578;SPC AZ C     -   267,830.      247,310.      MT  (+/- 180 meters Scaled)
 DU0578
 DU0578                          SUPERSEDED SURVEY CONTROL
 DU0578
 DU0578  NGVD 29 (??/??/92)  521.361  (m)         1710.50   (f) ADJ UNCH    1 2
 DU0578
 DU0578.Superseded values are not recommended for survey control.
 DU0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0578.See file dsdata.txt to determine how the superseded data were derived.
 DU0578
 DU0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB487974(NAD 83)
 DU0578_MARKER: DD = SURVEY DISK
 DU0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0578_SP_SET: ABUTMENT
 DU0578_STAMPING: 1710.51 824.255
 DU0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0578
 DU0578  HISTORY     - Date     Condition        Report By
 DU0578  HISTORY     - UNK      MONUMENTED       AZHD
 DU0578  HISTORY     - 1948     GOOD             NGS
 DU0578  HISTORY     - 1975     GOOD             AZDT
 DU0578  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0578  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0578
 DU0578                          STATION DESCRIPTION
 DU0578
 DU0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0578'0.2 MI W FROM APACHE JUNCTION.
 DU0578'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0578'20.4 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY NO. 80, SET ON TOP
 DU0578'AND AT THE NORTHWEST CORNER OF A CONCRETE ABUTMENT OF A BRIDGE OVER A
 DU0578'SMALL WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0578
 DU0578                          STATION RECOVERY (1975)
 DU0578
 DU0578'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU0578'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.35
 DU0578'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU0578'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU0578'HEADWALL.
 DU0578
 DU0578                          STATION RECOVERY (1981)
 DU0578
 DU0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0578'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0578
 DU0578                          STATION RECOVERY (2008)
 DU0578
 DU0578'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0578'THE MARK IN THE CULVERT AT THE DESCRIBED LOCATION DOES NOT HAVE THE
 DU0578'CORRECT STAMPING. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1506 ***********************************************************************
 DU1506  DESIGNATION -  1710.77
 DU1506  PID         -  DU1506
 DU1506  STATE/COUNTY-  AZ/PINAL
 DU1506  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1506
 DU1506                         *CURRENT SURVEY CONTROL
 DU1506  ___________________________________________________________________
 DU1506* NAD 83(1986)-  33 24 00.     (N)    111 31 26.     (W)     SCALED    
 DU1506* NAVD 88     -       522.01   (+/-2cm)    1712.6    (feet)  VERTCON   
 DU1506  ___________________________________________________________________
 DU1506  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1506  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1506
 DU1506.The horizontal coordinates were scaled from a topographic map and have
 DU1506.an estimated accuracy of +/- 6 seconds.
 DU1506
 DU1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1506.The vertical order pertains to the NGVD 29 superseded value.
 DU1506
 DU1506.The geoid height was determined by GEOID03.
 DU1506
 DU1506;                    North         East    Units  Estimated Accuracy
 DU1506;SPC AZ C     -   266,180.      249,900.      MT  (+/- 180 meters Scaled)
 DU1506
 DU1506                          SUPERSEDED SURVEY CONTROL
 DU1506
 DU1506  NGVD 29 (??/??/92)  521.443  (m)         1710.77   (f) ADJ UNCH    1 1
 DU1506
 DU1506.Superseded values are not recommended for survey control.
 DU1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1506.See file dsdata.txt to determine how the superseded data were derived.
 DU1506
 DU1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB512957(NAD 83)
 DU1506_MARKER: DD = SURVEY DISK
 DU1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1506_SP_SET: CULVERT
 DU1506_STAMPING: 1710.77 933+00
 DU1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1506
 DU1506  HISTORY     - Date     Condition        Report By
 DU1506  HISTORY     - UNK      MONUMENTED       AZHD
 DU1506  HISTORY     - 1975     GOOD             AZDT
 DU1506  HISTORY     - 1975     GOOD             AZDT
 DU1506  HISTORY     - 20061227 GOOD             GEOCAC
 DU1506
 DU1506                          STATION DESCRIPTION
 DU1506
 DU1506'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1506'0.95 MI SE FROM PALM SPRINGS.
 DU1506'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.7
 DU1506'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1506'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1506'HEADWALL.
 DU1506
 DU1506                          STATION RECOVERY (1975)
 DU1506
 DU1506'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1506'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.7
 DU1506'MILES AND TO THE STATION ON THE LEFT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1506'THE WEST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1506'HEADWALL.
 DU1506
 DU1506                          STATION RECOVERY (2006)
 DU1506
 DU1506'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0446 ***********************************************************************
 CZ0446  DESIGNATION -  1712+75
 CZ0446  PID         -  CZ0446
 CZ0446  STATE/COUNTY-  AZ/PINAL
 CZ0446  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0446
 CZ0446                         *CURRENT SURVEY CONTROL
 CZ0446  ___________________________________________________________________
 CZ0446* NAD 83(1986)-  32 39 31.     (N)    111 02 40.     (W)     SCALED    
 CZ0446* NAVD 88     -       955.34   (+/-2cm)    3134.3    (feet)  VERTCON   
 CZ0446  ___________________________________________________________________
 CZ0446  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CZ0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0446
 CZ0446.The horizontal coordinates were scaled from a topographic map and have
 CZ0446.an estimated accuracy of +/- 6 seconds.
 CZ0446
 CZ0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0446.The vertical order pertains to the NGVD 29 superseded value.
 CZ0446
 CZ0446.The geoid height was determined by GEOID03.
 CZ0446
 CZ0446;                    North         East    Units  Estimated Accuracy
 CZ0446;SPC AZ C     -   184,230.      295,180.      MT  (+/- 180 meters Scaled)
 CZ0446
 CZ0446                          SUPERSEDED SURVEY CONTROL
 CZ0446
 CZ0446  NGVD 29 (??/??/92)  954.682  (m)         3132.15   (f) ADJ UNCH    2 0
 CZ0446
 CZ0446.Superseded values are not recommended for survey control.
 CZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0446.See file dsdata.txt to determine how the superseded data were derived.
 CZ0446
 CZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB958134(NAD 83)
 CZ0446_MARKER: DD = SURVEY DISK
 CZ0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0446_SP_SET: CULVERT
 CZ0446_STAMPING: 1712+75 1938 3132.01
 CZ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0446
 CZ0446  HISTORY     - Date     Condition        Report By
 CZ0446  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0446  HISTORY     - 1962     GOOD             NGS
 CZ0446  HISTORY     - 20070128 MARK NOT FOUND   GEOCAC
 CZ0446
 CZ0446                          STATION DESCRIPTION
 CZ0446
 CZ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0446'9.35 MI NW FROM ORACLE JUNCTION.
 CZ0446'9.35 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0446'JUNCTION, 15.1 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, A STANDARD
 CZ0446'DISK SET IN A DRILLHOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.
 CZ0446
 CZ0446                          STATION RECOVERY (2007)
 CZ0446
 CZ0446'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0446'THE CULVERT HAS BEEN RECONSTRUCTED AND ENLARGED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1530 ***********************************************************************
 CZ1530  DESIGNATION -  1712.18
 CZ1530  PID         -  CZ1530
 CZ1530  STATE/COUNTY-  AZ/PINAL
 CZ1530  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1530
 CZ1530                         *CURRENT SURVEY CONTROL
 CZ1530  ___________________________________________________________________
 CZ1530* NAD 83(1986)-  32 40 40.     (N)    111 26 24.     (W)     SCALED    
 CZ1530* NAVD 88     -       521.18   (+/-2cm)    1709.9    (feet)  VERTCON   
 CZ1530  ___________________________________________________________________
 CZ1530  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1530  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1530
 CZ1530.The horizontal coordinates were scaled from a topographic map and have
 CZ1530.an estimated accuracy of +/- 6 seconds.
 CZ1530
 CZ1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1530.The vertical order pertains to the NGVD 29 superseded value.
 CZ1530
 CZ1530.The geoid height was determined by GEOID03.
 CZ1530
 CZ1530;                    North         East    Units  Estimated Accuracy
 CZ1530;SPC AZ C     -   186,120.      258,060.      MT  (+/- 180 meters Scaled)
 CZ1530
 CZ1530                          SUPERSEDED SURVEY CONTROL
 CZ1530
 CZ1530  NGVD 29 (??/??/92)  520.605  (m)         1708.02   (f) ADJ UNCH    1 2
 CZ1530
 CZ1530.Superseded values are not recommended for survey control.
 CZ1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1530.See file dsdata.txt to determine how the superseded data were derived.
 CZ1530
 CZ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB587156(NAD 83)
 CZ1530_MARKER: DD = SURVEY DISK
 CZ1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1530_STAMPING: 1712.18
 CZ1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1530+STABILITY: SURFACE MOTION
 CZ1530
 CZ1530  HISTORY     - Date     Condition        Report By
 CZ1530  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1530  HISTORY     - 1975     GOOD             AZDT
 CZ1530
 CZ1530                          STATION DESCRIPTION
 CZ1530
 CZ1530'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1530'4.0 MI SE FROM PICACHO.
 CZ1530'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1530'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1530'A P AND M SURVEY SIGN. 3 FT. EAST OF AN ANGLE IRON. AN AHD BRASS CAP,
 CZ1530'SET IN AN 8 IN. CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0325 ***********************************************************************
 DA0325  DESIGNATION -  1714.03
 DA0325  PID         -  DA0325
 DA0325  STATE/COUNTY-  AZ/PIMA
 DA0325  USGS QUAD   -  AJO SOUTH (1990)
 DA0325
 DA0325                         *CURRENT SURVEY CONTROL
 DA0325  ___________________________________________________________________
 DA0325* NAD 83(1986)-  32 21 20.     (N)    112 49 37.     (W)     SCALED    
 DA0325* NAVD 88     -       523.077  (meters)    1716.13   (feet)  ADJUSTED  
 DA0325  ___________________________________________________________________
 DA0325  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0325  DYNAMIC HT  -         522.408 (meters)    1713.93  (feet)  COMP
 DA0325  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 DA0325
 DA0325  VERT ORDER  -  FIRST     CLASS II
 DA0325
 DA0325.The horizontal coordinates were scaled from a topographic map and have
 DA0325.an estimated accuracy of +/- 6 seconds.
 DA0325
 DA0325.The orthometric height was determined by differential leveling
 DA0325.and adjusted in June 1991.
 DA0325
 DA0325.The geoid height was determined by GEOID03.
 DA0325
 DA0325.The dynamic height is computed by dividing the NAVD 88
 DA0325.geopotential number by the normal gravity value computed on the
 DA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0325.degrees latitude (g = 980.6199 gals.).
 DA0325
 DA0325.The modeled gravity was interpolated from observed gravity values.
 DA0325
 DA0325;                    North         East    Units  Estimated Accuracy
 DA0325;SPC AZ C     -   150,660.      127,690.      MT  (+/- 180 meters Scaled)
 DA0325
 DA0325                          SUPERSEDED SURVEY CONTROL
 DA0325
 DA0325  NGVD 29 (??/??/92)  522.388  (m)         1713.87   (f) ADJ UNCH    1 2
 DA0325
 DA0325.Superseded values are not recommended for survey control.
 DA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0325.See file dsdata.txt to determine how the superseded data were derived.
 DA0325
 DA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA280813(NAD 83)
 DA0325_MARKER: DD = SURVEY DISK
 DA0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0325_SP_SET: CULVERT
 DA0325_STAMPING: 1714.03 140.22.92 1939
 DA0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0325+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0325
 DA0325  HISTORY     - Date     Condition        Report By
 DA0325  HISTORY     - 1939     MONUMENTED       AZHD
 DA0325  HISTORY     - 1953     GOOD             NGS
 DA0325  HISTORY     - 1981     GOOD             NGS
 DA0325  HISTORY     - 19970305 GOOD             USPSQD
 DA0325  HISTORY     - 20060218 GOOD             USPSQD
 DA0325
 DA0325                          STATION DESCRIPTION
 DA0325
 DA0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0325'2.65 MI SE FROM AJO.
 DA0325'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0325'FROM THE STATION AT AJO, THENCE 2.5 MILES SOUTHEAST ALONG STATE
 DA0325'HIGHWAY 86, 0.6 MILE SOUTHEAST OF THE T JUNCTION OF A PAVED ROAD
 DA0325'LEADING SOUTHWEST TO DARBY WELL, AT A LARGE CONCRETE BRIDGE OVER A
 DA0325'WASH, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE
 DA0325'HEAD WALL, 32.9 FEET SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE
 DA0325'HEAD WALL, 14.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 DA0325'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 DA0325
 DA0325                          STATION RECOVERY (1981)
 DA0325
 DA0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0325'RECOVERED IN GOOD CONDITION.
 DA0325
 DA0325                          STATION RECOVERY (1997)
 DA0325
 DA0325'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0325'RECOVERED IN GOOD CONDITION.
 DA0325
 DA0325                          STATION RECOVERY (2006)
 DA0325
 DA0325'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0325'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1479 ***********************************************************************
 DU1479  DESIGNATION -  1714.08
 DU1479  PID         -  DU1479
 DU1479  STATE/COUNTY-  AZ/PINAL
 DU1479  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1479
 DU1479                         *CURRENT SURVEY CONTROL
 DU1479  ___________________________________________________________________
 DU1479* NAD 83(1986)-  33 24 12.     (N)    111 31 44.     (W)     SCALED    
 DU1479* NAVD 88     -       523.20   (+/-2cm)    1716.5    (feet)  VERTCON   
 DU1479  ___________________________________________________________________
 DU1479  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1479  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1479
 DU1479.The horizontal coordinates were scaled from a topographic map and have
 DU1479.an estimated accuracy of +/- 6 seconds.
 DU1479
 DU1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1479.The vertical order pertains to the NGVD 29 superseded value.
 DU1479
 DU1479.The geoid height was determined by GEOID03.
 DU1479
 DU1479;                    North         East    Units  Estimated Accuracy
 DU1479;SPC AZ C     -   266,550.      249,430.      MT  (+/- 180 meters Scaled)
 DU1479
 DU1479                          SUPERSEDED SURVEY CONTROL
 DU1479
 DU1479  NGVD 29 (??/??/92)  522.629  (m)         1714.66   (f) ADJ UNCH    1 1
 DU1479
 DU1479.Superseded values are not recommended for survey control.
 DU1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1479.See file dsdata.txt to determine how the superseded data were derived.
 DU1479
 DU1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB508961(NAD 83)
 DU1479_MARKER: DD = SURVEY DISK
 DU1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1479_SP_SET: CULVERT
 DU1479_STAMPING: 1714.08 912+45
 DU1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1479
 DU1479  HISTORY     - Date     Condition        Report By
 DU1479  HISTORY     - UNK      MONUMENTED       AZHD
 DU1479  HISTORY     - 1975     GOOD             AZDT
 DU1479  HISTORY     - 1975     GOOD             AZDT
 DU1479  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1479  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 DU1479
 DU1479                          STATION DESCRIPTION
 DU1479
 DU1479'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1479'.6 MI SE FROM PALM SPRINGS.
 DU1479'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1479'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1479'OF THE EAST BOUND LANE.  U.S. 60, 70, AND 80, EAST OF APACHE JUNCTION.
 DU1479'AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1479
 DU1479                          STATION RECOVERY (1975)
 DU1479
 DU1479'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1479'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1479'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1479'OF THE EAST BOUND LANE.  U.S. 60, 70, AND 80, EAST OF APACHE JUNCTION.
 DU1479'AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1479
 DU1479                          STATION RECOVERY (1999)
 DU1479
 DU1479'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1479'MARK NOT FOUND.
 DU1479
 DU1479                          STATION RECOVERY (2007)
 DU1479
 DU1479'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1479'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0576 ***********************************************************************
 DU0576  DESIGNATION -  1714.50
 DU0576  PID         -  DU0576
 DU0576  STATE/COUNTY-  AZ/PINAL
 DU0576  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0576
 DU0576                         *CURRENT SURVEY CONTROL
 DU0576  ___________________________________________________________________
 DU0576* NAD 83(1986)-  33 24 50.     (N)    111 33 02.     (W)     SCALED    
 DU0576* NAVD 88     -       523.31   (+/-2cm)    1716.9    (feet)  VERTCON   
 DU0576  ___________________________________________________________________
 DU0576  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0576  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0576
 DU0576.The horizontal coordinates were scaled from a topographic map and have
 DU0576.an estimated accuracy of +/- 6 seconds.
 DU0576
 DU0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0576.The vertical order pertains to the NGVD 29 superseded value.
 DU0576
 DU0576.The geoid height was determined by GEOID03.
 DU0576
 DU0576;                    North         East    Units  Estimated Accuracy
 DU0576;SPC AZ C     -   267,710.      247,410.      MT  (+/- 180 meters Scaled)
 DU0576
 DU0576                          SUPERSEDED SURVEY CONTROL
 DU0576
 DU0576  NGVD 29 (??/??/92)  522.747  (m)         1715.05   (f) ADJ UNCH    1 2
 DU0576
 DU0576.Superseded values are not recommended for survey control.
 DU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0576.See file dsdata.txt to determine how the superseded data were derived.
 DU0576
 DU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB488973(NAD 83)
 DU0576_MARKER: DD = SURVEY DISK
 DU0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0576_SP_SET: ABUTMENT
 DU0576_STAMPING: 1714.50 835.82
 DU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0576
 DU0576  HISTORY     - Date     Condition        Report By
 DU0576  HISTORY     - UNK      MONUMENTED       AZHD
 DU0576  HISTORY     - 1948     GOOD             NGS
 DU0576  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0576  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0576
 DU0576                          STATION DESCRIPTION
 DU0576
 DU0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0576'IN APACHE JUNCTION.
 DU0576'AT APACHE JUNCTION, ABOUT 450 FEET SOUTH OF THE JUNCTION OF U. S.
 DU0576'HIGHWAY NO. 80 AND STATE HIGHWAY NO. 88, 165 FEET SOUTHEAST OF THE
 DU0576'SOUTHEAST CORNER OF THE APACHE JUNCTION AIRPORT, 23.6 FEET SOUTHWEST
 DU0576'OF THE CENTER LINE OF U. S. HIGHWAY NO. 80, SET ON TOP AND AT THE
 DU0576'NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A BRIDGE OVER A SMALL
 DU0576'WASH AND 2 FEET LOWER THAN THE HIGHWAY.
 DU0576
 DU0576                          STATION RECOVERY (1981)
 DU0576
 DU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0576'MARK IS BELIEVED DESTROYED BY SHOPPING CENTER CONSTRUCTION.
 DU0576
 DU0576                          STATION RECOVERY (2008)
 DU0576
 DU0576'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0576'THERE IS NO BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1315 ***********************************************************************
 DU1315  DESIGNATION -  1716.01
 DU1315  PID         -  DU1315
 DU1315  STATE/COUNTY-  AZ/PINAL
 DU1315  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1315
 DU1315                         *CURRENT SURVEY CONTROL
 DU1315  ___________________________________________________________________
 DU1315* NAD 83(1986)-  33 24 52.     (N)    111 33 00.     (W)     SCALED    
 DU1315* NAVD 88     -       523.663  (meters)    1718.05   (feet)  ADJUSTED  
 DU1315  ___________________________________________________________________
 DU1315  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU1315  DYNAMIC HT  -         523.024 (meters)    1715.95  (feet)  COMP
 DU1315  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 DU1315
 DU1315  VERT ORDER  -  FIRST     CLASS II
 DU1315
 DU1315.The horizontal coordinates were scaled from a topographic map and have
 DU1315.an estimated accuracy of +/- 6 seconds.
 DU1315
 DU1315.The orthometric height was determined by differential leveling
 DU1315.and adjusted in June 1991.
 DU1315
 DU1315.The geoid height was determined by GEOID03.
 DU1315
 DU1315.The dynamic height is computed by dividing the NAVD 88
 DU1315.geopotential number by the normal gravity value computed on the
 DU1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1315.degrees latitude (g = 980.6199 gals.).
 DU1315
 DU1315.The modeled gravity was interpolated from observed gravity values.
 DU1315
 DU1315;                    North         East    Units  Estimated Accuracy
 DU1315;SPC AZ C     -   267,770.      247,460.      MT  (+/- 180 meters Scaled)
 DU1315
 DU1315                          SUPERSEDED SURVEY CONTROL
 DU1315
 DU1315.No superseded survey control is available for this station.
 DU1315
 DU1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB488973(NAD 83)
 DU1315_MARKER: DB = BENCH MARK DISK
 DU1315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1315_SP_SET: HEADWALL
 DU1315_STAMPING: 1716.01 835+55 61
 DU1315_MARK LOGO: AZHD  
 DU1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1315+STABILITY: SURFACE MOTION
 DU1315
 DU1315  HISTORY     - Date     Condition        Report By
 DU1315  HISTORY     - 1961     MONUMENTED       AZHD
 DU1315  HISTORY     - 1981     GOOD             NGS
 DU1315  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1315  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU1315
 DU1315                          STATION DESCRIPTION
 DU1315
 DU1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1315'IN APACHE JUNCTION.
 DU1315'AT APACHE JUNCTION, IN THE TOP CENTER OF THE SOUTH
 DU1315'HEADWALL FOR A 90 CENTIMETER (36 INCH) CORRUGATED METAL PIPE CULVERT
 DU1315'UNDER U.S. HIGHWAY, 60 AT A 2 X 4.6 METER (6.6 X 15 FOOT) CONCRETE
 DU1315'BOX FOR A 90 CENTIMETER (36 INCH) CORRUGATED METAL PIPE CULVERT UNDER
 DU1315'THE LEISURE PLAZA SHOPPING CENTER PARKING LOT, AT THE JUNCTION OF U.S.
 DU1315'HIGHWAY 60,80,89 AND STATE HIGHWAY 88, 7.8 METERS (25.8 FEET)
 DU1315'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 19.5 METERS
 DU1315'(63.8 FEET) SOUTH ACROSS THE U.S. HIGHWAY FROM THE 60 CENTIMETER
 DU1315'(24 INCH) STEEL SIGN POST FOR THE MASSIVE HIGHWAY 88 AND GLOBE,
 DU1315'TUCSON EASTBOUND TRAFFIC SIGN.
 DU1315
 DU1315                          STATION RECOVERY (1999)
 DU1315
 DU1315'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1315'MARK NOT FOUND.
 DU1315
 DU1315                          STATION RECOVERY (2006)
 DU1315
 DU1315'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1315'MARK NOT FOUND. THERE IS NO CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DU1315'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1531 ***********************************************************************
 CZ1531  DESIGNATION -  1719.95
 CZ1531  PID         -  CZ1531
 CZ1531  STATE/COUNTY-  AZ/PINAL
 CZ1531  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1531
 CZ1531                         *CURRENT SURVEY CONTROL
 CZ1531  ___________________________________________________________________
 CZ1531* NAD 83(1986)-  32 40 32.     (N)    111 26 08.     (W)     SCALED    
 CZ1531* NAVD 88     -       523.69   (+/-2cm)    1718.1    (feet)  VERTCON   
 CZ1531  ___________________________________________________________________
 CZ1531  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ1531  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1531
 CZ1531.The horizontal coordinates were scaled from a topographic map and have
 CZ1531.an estimated accuracy of +/- 6 seconds.
 CZ1531
 CZ1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1531.The vertical order pertains to the NGVD 29 superseded value.
 CZ1531
 CZ1531.The geoid height was determined by GEOID03.
 CZ1531
 CZ1531;                    North         East    Units  Estimated Accuracy
 CZ1531;SPC AZ C     -   185,880.      258,480.      MT  (+/- 180 meters Scaled)
 CZ1531
 CZ1531                          SUPERSEDED SURVEY CONTROL
 CZ1531
 CZ1531  NGVD 29 (??/??/92)  523.114  (m)         1716.25   (f) ADJ UNCH    1 2
 CZ1531
 CZ1531.Superseded values are not recommended for survey control.
 CZ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1531.See file dsdata.txt to determine how the superseded data were derived.
 CZ1531
 CZ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB591154(NAD 83)
 CZ1531_MARKER: DD = SURVEY DISK
 CZ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1531_STAMPING: 1719.95
 CZ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1531+STABILITY: SURFACE MOTION
 CZ1531
 CZ1531  HISTORY     - Date     Condition        Report By
 CZ1531  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1531  HISTORY     - 1975     GOOD             AZDT
 CZ1531
 CZ1531                          STATION DESCRIPTION
 CZ1531
 CZ1531'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1531'4.3 MI SE FROM PICACHO.
 CZ1531'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.65 MILES AND TO
 CZ1531'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1531'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AT THE WEST END
 CZ1531'OF A REST AREA AND AT AN ANGLE POINT IN THE R/W FENCE LINE.  AN AHD
 CZ1531'BRASS CAP, SET IN 8 IN. CONCRETE POST, DOWN 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0285 ***********************************************************************
 GP0285  DESIGNATION -  172
 GP0285  PID         -  GP0285
 GP0285  STATE/COUNTY-  AZ/COCONINO
 GP0285  USGS QUAD   -  LEES FERRY (1985)
 GP0285
 GP0285                         *CURRENT SURVEY CONTROL
 GP0285  ___________________________________________________________________
 GP0285* NAD 83(1986)-  36 50 13.     (N)    111 30 30.     (W)     SCALED    
 GP0285* NAVD 88     -      1395.263  (meters)    4577.63   (feet)  ADJUSTED  
 GP0285  ___________________________________________________________________
 GP0285  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 GP0285  DYNAMIC HT  -        1393.627 (meters)    4572.26  (feet)  COMP
 GP0285  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 GP0285
 GP0285  VERT ORDER  -  FIRST     CLASS II
 GP0285
 GP0285.The horizontal coordinates were scaled from a topographic map and have
 GP0285.an estimated accuracy of +/- 6 seconds.
 GP0285
 GP0285.The orthometric height was determined by differential leveling
 GP0285.and adjusted in June 1991.
 GP0285
 GP0285.The geoid height was determined by GEOID03.
 GP0285
 GP0285.The dynamic height is computed by dividing the NAVD 88
 GP0285.geopotential number by the normal gravity value computed on the
 GP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0285.degrees latitude (g = 980.6199 gals.).
 GP0285
 GP0285.The modeled gravity was interpolated from observed gravity values.
 GP0285
 GP0285;                    North         East    Units  Estimated Accuracy
 GP0285;SPC AZ C     -   647,450.      249,780.      MT  (+/- 180 meters Scaled)
 GP0285
 GP0285                          SUPERSEDED SURVEY CONTROL
 GP0285
 GP0285  NGVD 29 (??/??/92) 1394.335  (m)         4574.58   (f) ADJ UNCH    1 2
 GP0285
 GP0285.Superseded values are not recommended for survey control.
 GP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0285.See file dsdata.txt to determine how the superseded data were derived.
 GP0285
 GP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF546769(NAD 83)
 GP0285_MARKER: DD = SURVEY DISK
 GP0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0285_SP_SET: CURB
 GP0285_STAMPING: 172 1957
 GP0285_MARK LOGO: BOR   
 GP0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0285+STABILITY: POSITION/ELEVATION WELL
 GP0285
 GP0285  HISTORY     - Date     Condition        Report By
 GP0285  HISTORY     - 1957     MONUMENTED       BOR
 GP0285  HISTORY     - 1962     GOOD             NGS
 GP0285  HISTORY     - 1983     GOOD             NGS
 GP0285  HISTORY     - 19931203 GOOD             USPSQD
 GP0285
 GP0285                          STATION DESCRIPTION
 GP0285
 GP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0285'7.85 MI S FROM PAGE.
 GP0285'ABOUT 7.85 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0285'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT THE NORTH END OF A METAL
 GP0285'AND CONCRETE BRIDGE OVER WATER HOLE CANYON, 23 FEET SOUTH OF HIGHWAY
 GP0285'MILEPOST NUMBER 542, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0285'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 GP0285'NORTH END OF THE EAST CONCRETE CURBING OF THE BRIDGE.
 GP0285
 GP0285                          STATION RECOVERY (1983)
 GP0285
 GP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0285'RECOVERED IN GOOD CONDITION.
 GP0285
 GP0285                          STATION RECOVERY (1993)
 GP0285
 GP0285'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0030 ***********************************************************************
 CG0030  DESIGNATION -  172
 CG0030  PID         -  CG0030
 CG0030  STATE/COUNTY-  AZ/COCHISE
 CG0030  USGS QUAD   -  SAINT DAVID (1973)
 CG0030
 CG0030                         *CURRENT SURVEY CONTROL
 CG0030  ___________________________________________________________________
 CG0030* NAD 83(1986)-  31 58 10.     (N)    110 12 37.     (W)     SCALED    
 CG0030* NAVD 88     -      1169.84   (+/-2cm)    3838.1    (feet)  VERTCON   
 CG0030  ___________________________________________________________________
 CG0030  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CG0030  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0030
 CG0030.The horizontal coordinates were scaled from a topographic map and have
 CG0030.an estimated accuracy of +/- 6 seconds.
 CG0030
 CG0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0030.The vertical order pertains to the NGVD 29 superseded value.
 CG0030
 CG0030.The geoid height was determined by GEOID03.
 CG0030
 CG0030;                    North         East    Units  Estimated Accuracy
 CG0030;SPC AZ E     -   107,480.      209,240.      MT  (+/- 180 meters Scaled)
 CG0030
 CG0030                          SUPERSEDED SURVEY CONTROL
 CG0030
 CG0030  NGVD 29 (??/??/92) 1169.018  (m)         3835.35   (f) ADJ UNCH    1 2
 CG0030
 CG0030.Superseded values are not recommended for survey control.
 CG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0030.See file dsdata.txt to determine how the superseded data were derived.
 CG0030
 CG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA746373(NAD 83)
 CG0030_MARKER: P = PIPE CAP
 CG0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0030_STAMPING: 172 1907 H
 CG0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0030
 CG0030  HISTORY     - Date     Condition        Report By
 CG0030  HISTORY     - 1907     MONUMENTED       USGS
 CG0030  HISTORY     - 1952     GOOD             NGS
 CG0030
 CG0030                          STATION DESCRIPTION
 CG0030
 CG0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0030'5.6 MI E FROM BENSON.
 CG0030'5.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0030'STATION AT BENSON, ABOUT 0.3 MILE SOUTHEAST OF MILEPOLE 1038, ABOUT
 CG0030'0.1 MILE NORTHWEST OF BRIDGE 1038.41, ON THE INSIDE OF A CURVE, 100.4
 CG0030'FEET SOUTH OF THE SOUTH RAIL, 69.5 FEET SOUTHWEST OF A TELEPHONE POLE,
 CG0030'3.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, ABOUT 4 FEET LOWER THAN THE
 CG0030'TOP OF THE TRACK, AND SET IN AN IRON PIPE PROJECTING 1.4 FOOT ABOVE
 CG0030'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0501 ***********************************************************************
 GQ0501  DESIGNATION -  172 DOR
 GQ0501  PID         -  GQ0501
 GQ0501  STATE/COUNTY-  AZ/MOHAVE
 GQ0501  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0501
 GQ0501                         *CURRENT SURVEY CONTROL
 GQ0501  ___________________________________________________________________
 GQ0501* NAD 83(1986)-  36 16 40.     (N)    113 37 49.     (W)     SCALED    
 GQ0501* NAVD 88     -      1686.927  (meters)    5534.53   (feet)  POSTED    
 GQ0501  ___________________________________________________________________
 GQ0501  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 GQ0501  DYNAMIC HT  -        1684.880 (meters)    5527.81  (feet)  COMP
 GQ0501  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 GQ0501
 GQ0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0501
 GQ0501.The horizontal coordinates were scaled from a topographic map and have
 GQ0501.an estimated accuracy of +/- 6 seconds.
 GQ0501
 GQ0501.The orthometric height was determined by differential leveling
 GQ0501.and adjusted by the  in 1992.
 GQ0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0501.rate of 0.0 thru 1.0 mm/km.
 GQ0501
 GQ0501.The geoid height was determined by GEOID03.
 GQ0501
 GQ0501.The dynamic height is computed by dividing the NAVD 88
 GQ0501.geopotential number by the normal gravity value computed on the
 GQ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0501.degrees latitude (g = 980.6199 gals.).
 GQ0501
 GQ0501.The modeled gravity was interpolated from observed gravity values.
 GQ0501
 GQ0501;                    North         East    Units  Estimated Accuracy
 GQ0501;SPC AZ W     -   585,360.      224,120.      MT  (+/- 180 meters Scaled)
 GQ0501
 GQ0501                          SUPERSEDED SURVEY CONTROL
 GQ0501
 GQ0501.No superseded survey control is available for this station.
 GQ0501
 GQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF637179(NAD 83)
 GQ0501_MARKER: DB = BENCH MARK DISK
 GQ0501_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0501_SP_SET: ROCK LEDGE
 GQ0501_STAMPING: 172 DOR 1970 5532
 GQ0501_MARK LOGO: USGS  
 GQ0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0501+STABILITY: POSITION/ELEVATION WELL
 GQ0501
 GQ0501  HISTORY     - Date     Condition        Report By
 GQ0501  HISTORY     - 1970     MONUMENTED       USGS
 GQ0501
 GQ0501                          STATION DESCRIPTION
 GQ0501
 GQ0501'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0501'121.2 KM (75.30 MI) SSW FROM ST GEORGE UT.
 GQ0501'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0501'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0501'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0501'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0501'PIGEON CANYON ROAD, THENCE 3.2 MILES SOUTHWEST, AT THE NORTHWEST EDGE
 GQ0501'OF A DRY WASH, 36 FEET NORTHWEST OF THE ROAD, 12 FEET NORTHWEST OF
 GQ0501'THE DRY WASH.
 GQ0501'THE MARK IS 2 FT  S FROM  A WITNESS SIGN
 GQ0501'THE MARK IS 2 FT ABOVE DRY WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0165 ***********************************************************************
 ES0165  DESIGNATION -  172+64
 ES0165  PID         -  ES0165
 ES0165  STATE/COUNTY-  AZ/NAVAJO
 ES0165  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0165
 ES0165                         *CURRENT SURVEY CONTROL
 ES0165  ___________________________________________________________________
 ES0165* NAD 83(1986)-  34 14 41.     (N)    110 03 11.     (W)     SCALED    
 ES0165* NAVD 88     -      1964.225  (meters)    6444.29   (feet)  ADJUSTED  
 ES0165  ___________________________________________________________________
 ES0165  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0165  DYNAMIC HT  -        1961.305 (meters)    6434.71  (feet)  COMP
 ES0165  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 ES0165
 ES0165  VERT ORDER  -  SECOND    CLASS 0
 ES0165
 ES0165.The horizontal coordinates were scaled from a topographic map and have
 ES0165.an estimated accuracy of +/- 6 seconds.
 ES0165
 ES0165.The orthometric height was determined by differential leveling
 ES0165.and adjusted in June 1991.
 ES0165
 ES0165.The geoid height was determined by GEOID03.
 ES0165
 ES0165.The dynamic height is computed by dividing the NAVD 88
 ES0165.geopotential number by the normal gravity value computed on the
 ES0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0165.degrees latitude (g = 980.6199 gals.).
 ES0165
 ES0165.The modeled gravity was interpolated from observed gravity values.
 ES0165
 ES0165;                    North         East    Units  Estimated Accuracy
 ES0165;SPC AZ E     -   359,800.      223,830.      MT  (+/- 180 meters Scaled)
 ES0165
 ES0165                          SUPERSEDED SURVEY CONTROL
 ES0165
 ES0165  NGVD 29 (??/??/92) 1963.311  (m)         6441.30   (f) ADJ UNCH    2 0
 ES0165
 ES0165.Superseded values are not recommended for survey control.
 ES0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0165.See file dsdata.txt to determine how the superseded data were derived.
 ES0165
 ES0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC871896(NAD 83)
 ES0165_MARKER: P = PIPE CAP
 ES0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0165_STAMPING: 172+64 5 6249.28 35
 ES0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0165
 ES0165  HISTORY     - Date     Condition        Report By
 ES0165  HISTORY     - UNK      MONUMENTED       BPR
 ES0165  HISTORY     - 1960     GOOD             NGS
 ES0165
 ES0165                          STATION DESCRIPTION
 ES0165
 ES0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0165'1.7 MI SW FROM SHOW LOW.
 ES0165'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0165'SHOW LOW, THENCE 1.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE
 ES0165'HIGHWAY 77, IN SECTION 19, R 22 E, T 10 N, 66 FEET NORTHWEST OF THE
 ES0165'CENTER LINE OF THE HIGHWAY, 6 INCHES SOUTHEAST OF A FENCE, 0.6 FOOT
 ES0165'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A CAP
 ES0165'ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1316 ***********************************************************************
 DU1316  DESIGNATION -  1721.22
 DU1316  PID         -  DU1316
 DU1316  STATE/COUNTY-  AZ/PINAL
 DU1316  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1316
 DU1316                         *CURRENT SURVEY CONTROL
 DU1316  ___________________________________________________________________
 DU1316* NAD 83(1986)-  33 24 38.     (N)    111 32 32.     (W)     SCALED    
 DU1316* NAVD 88     -       525.207  (meters)    1723.12   (feet)  ADJUSTED  
 DU1316  ___________________________________________________________________
 DU1316  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DU1316  DYNAMIC HT  -         524.566 (meters)    1721.01  (feet)  COMP
 DU1316  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 DU1316
 DU1316  VERT ORDER  -  FIRST     CLASS II
 DU1316
 DU1316.The horizontal coordinates were scaled from a topographic map and have
 DU1316.an estimated accuracy of +/- 6 seconds.
 DU1316
 DU1316.The orthometric height was determined by differential leveling
 DU1316.and adjusted in June 1991.
 DU1316
 DU1316.The geoid height was determined by GEOID03.
 DU1316
 DU1316.The dynamic height is computed by dividing the NAVD 88
 DU1316.geopotential number by the normal gravity value computed on the
 DU1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1316.degrees latitude (g = 980.6199 gals.).
 DU1316
 DU1316.The modeled gravity was interpolated from observed gravity values.
 DU1316
 DU1316;                    North         East    Units  Estimated Accuracy
 DU1316;SPC AZ C     -   267,340.      248,190.      MT  (+/- 180 meters Scaled)
 DU1316
 DU1316                          SUPERSEDED SURVEY CONTROL
 DU1316
 DU1316.No superseded survey control is available for this station.
 DU1316
 DU1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB495969(NAD 83)
 DU1316_MARKER: DB = BENCH MARK DISK
 DU1316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1316_SP_SET: HEADWALL
 DU1316_STAMPING: EL.1721.22 64
 DU1316_MARK LOGO: AZHD  
 DU1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1316
 DU1316  HISTORY     - Date     Condition        Report By
 DU1316  HISTORY     - 1964     MONUMENTED       AZHD
 DU1316  HISTORY     - 1981     GOOD             NGS
 DU1316  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1316  HISTORY     - 20070307 MARK NOT FOUND   GEOCAC
 DU1316
 DU1316                          STATION DESCRIPTION
 DU1316
 DU1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1316'1.0 KM (0.65 MI) SE FROM APACHE JUNCTION.
 DU1316'1.0 KILOMETER (0.65 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 DU1316'JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN THE
 DU1316'TOP CENTER OF THE SOUTHWEST HEADWALL FOR A 1.2 X 2.4 METER (4X8 FOOT)
 DU1316'BOX CULVERT UNDER THE NORTHBOUND LANES OF THE HIGHWAY, 6.9 METERS
 DU1316'(22.7 FEET) SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND HIGHWAY
 DU1316'LANES, 20.9 METERS (68.6 FEET) NORTHWEST OF THE CENTERLINE OF A
 DU1316'HIGHWAY CROSSOVER AND 12.7 METERS (41.7 FEET) NORTH-NORTHEAST OF A
 DU1316'U.S.G.S. STREAMFLOW GAGING STATION.
 DU1316'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
 DU1316
 DU1316                          STATION RECOVERY (1999)
 DU1316
 DU1316'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1316'MARK NOT FOUND.
 DU1316
 DU1316                          STATION RECOVERY (2007)
 DU1316
 DU1316'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1316'THERE IS NO CULVERT AT THE DESCRIBED LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0071 ***********************************************************************
 EU0071  DESIGNATION -  1722.05
 EU0071  PID         -  EU0071
 EU0071  STATE/COUNTY-  AZ/MOHAVE
 EU0071  USGS QUAD   -  YUCCA (1970)
 EU0071
 EU0071                         *CURRENT SURVEY CONTROL
 EU0071  ___________________________________________________________________
 EU0071* NAD 83(1986)-  34 49 41.     (N)    114 08 42.     (W)     SCALED    
 EU0071* NAVD 88     -       525.556  (meters)    1724.26   (feet)  ADJUSTED  
 EU0071  ___________________________________________________________________
 EU0071  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 EU0071  DYNAMIC HT  -         524.971 (meters)    1722.34  (feet)  COMP
 EU0071  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 EU0071
 EU0071  VERT ORDER  -  FIRST     CLASS II
 EU0071
 EU0071.The horizontal coordinates were scaled from a topographic map and have
 EU0071.an estimated accuracy of +/- 6 seconds.
 EU0071
 EU0071.The orthometric height was determined by differential leveling
 EU0071.and adjusted in June 1991.
 EU0071
 EU0071.The geoid height was determined by GEOID03.
 EU0071
 EU0071.The dynamic height is computed by dividing the NAVD 88
 EU0071.geopotential number by the normal gravity value computed on the
 EU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0071.degrees latitude (g = 980.6199 gals.).
 EU0071
 EU0071.The modeled gravity was interpolated from observed gravity values.
 EU0071
 EU0071;                    North         East    Units  Estimated Accuracy
 EU0071;SPC AZ W     -   424,590.      177,230.      MT  (+/- 180 meters Scaled)
 EU0071
 EU0071                          SUPERSEDED SURVEY CONTROL
 EU0071
 EU0071  NGVD 29 (??/??/??)  524.825  (m)         1721.86   (f) ADJUSTED    1 2
 EU0071
 EU0071.Superseded values are not recommended for survey control.
 EU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0071.See file dsdata.txt to determine how the superseded data were derived.
 EU0071
 EU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU611576(NAD 83)
 EU0071_MARKER: DD = SURVEY DISK
 EU0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0071_SP_SET: CULVERT
 EU0071_STAMPING: 1722.05 1194X75 1951
 EU0071_MARK LOGO: AZHD  
 EU0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0071
 EU0071  HISTORY     - Date     Condition        Report By
 EU0071  HISTORY     - 1951     MONUMENTED       AZHD
 EU0071  HISTORY     - 1961     GOOD             NGS
 EU0071  HISTORY     - 1981     GOOD             NGS
 EU0071
 EU0071                          STATION DESCRIPTION
 EU0071
 EU0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0071'3.4 MI S FROM YUCCA.
 EU0071'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0071'YUCCA, THENCE 3.15 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN THE
 EU0071'TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 15 FOOT
 EU0071'CONCRETE BOX CULVERT WITH 2 OPENINGS, 25 FEET EAST OF THE
 EU0071'CENTERLINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET BELOW THE LEVEL
 EU0071'OF THE HIGHWAY.
 EU0071
 EU0071                          STATION RECOVERY (1981)
 EU0071
 EU0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0071'4.0 KM (2.5 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0071'ROAD OVERPASS IN YUCCA, AT THE SOUTH END OF A REST AREA, AT A DOUBLE
 EU0071'BOX CULVERT UNDER THE WEST BOUND TRAFFIC LANES, IN TOP OF THE CENTER
 EU0071'OF THE EAST HEADWALL, 7.0 METERS (23 FT) EAST OF THE CENTERLINE OF THE
 EU0071'WEST BOUND LANES.
 EU0071'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1523 ***********************************************************************
 DU1523  DESIGNATION -  1729.61
 DU1523  PID         -  DU1523
 DU1523  STATE/COUNTY-  AZ/PINAL
 DU1523  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1523
 DU1523                         *CURRENT SURVEY CONTROL
 DU1523  ___________________________________________________________________
 DU1523* NAD 83(1986)-  33 22 24.     (N)    111 29 02.     (W)     SCALED    
 DU1523* NAVD 88     -       527.89   (+/-2cm)    1731.9    (feet)  VERTCON   
 DU1523  ___________________________________________________________________
 DU1523  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU1523  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1523
 DU1523.The horizontal coordinates were scaled from a topographic map and have
 DU1523.an estimated accuracy of +/- 6 seconds.
 DU1523
 DU1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1523.The vertical order pertains to the NGVD 29 superseded value.
 DU1523
 DU1523.The geoid height was determined by GEOID03.
 DU1523
 DU1523;                    North         East    Units  Estimated Accuracy
 DU1523;SPC AZ C     -   263,240.      253,630.      MT  (+/- 180 meters Scaled)
 DU1523
 DU1523                          SUPERSEDED SURVEY CONTROL
 DU1523
 DU1523  NGVD 29 (??/??/92)  527.318  (m)         1730.04   (f) ADJ UNCH    1 1
 DU1523
 DU1523.Superseded values are not recommended for survey control.
 DU1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1523.See file dsdata.txt to determine how the superseded data were derived.
 DU1523
 DU1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB549927(NAD 83)
 DU1523_MARKER: DD = SURVEY DISK
 DU1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1523_SP_SET: BRIDGE
 DU1523_STAMPING: 1729.61 1086+68 1955
 DU1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1523
 DU1523  HISTORY     - Date     Condition        Report By
 DU1523  HISTORY     - 1955     MONUMENTED       AZHD
 DU1523  HISTORY     - 1975     GOOD             NGS
 DU1523  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 DU1523
 DU1523                          STATION DESCRIPTION
 DU1523
 DU1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1523'4.7 MI SE FROM APACHE JCT.
 DU1523'ABOUT 4.7 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1523'JUNCTION WITH ARIZONA 88 AT APACHE JCT., AT THE SOUTHWEST CORNER OF A
 DU1523'BRIDGE, 75 FEET SOUTHWEST OF HWY. CENTERLINE AND 1 FOOT ABOVE BRIDGE
 DU1523'DECK.  AN ARIZONA HWY. DEPT. DISK STAMPED 1729.61 1086+68 1955.
 DU1523'SECTION 1, T 1 S., R 8 E.
 DU1523
 DU1523                          STATION RECOVERY (2006)
 DU1523
 DU1523'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1523'THE OLD BRIDGE WAS EITHER REBUILT OR REPLACED. A CAREFUL SEARCH
 DU1523'REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0502 ***********************************************************************
 GQ0502  DESIGNATION -  173 DOR
 GQ0502  PID         -  GQ0502
 GQ0502  STATE/COUNTY-  AZ/MOHAVE
 GQ0502  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0502
 GQ0502                         *CURRENT SURVEY CONTROL
 GQ0502  ___________________________________________________________________
 GQ0502* NAD 83(1986)-  36 16 50.     (N)    113 38 36.     (W)     SCALED    
 GQ0502* NAVD 88     -      1645.301  (meters)    5397.96   (feet)  POSTED    
 GQ0502  ___________________________________________________________________
 GQ0502  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 GQ0502  DYNAMIC HT  -        1643.320 (meters)    5391.46  (feet)  COMP
 GQ0502  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 GQ0502
 GQ0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0502
 GQ0502.The horizontal coordinates were scaled from a topographic map and have
 GQ0502.an estimated accuracy of +/- 6 seconds.
 GQ0502
 GQ0502.The orthometric height was determined by differential leveling
 GQ0502.and adjusted by the  in 1992.
 GQ0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0502.rate of 0.0 thru 1.0 mm/km.
 GQ0502
 GQ0502.The geoid height was determined by GEOID03.
 GQ0502
 GQ0502.The dynamic height is computed by dividing the NAVD 88
 GQ0502.geopotential number by the normal gravity value computed on the
 GQ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0502.degrees latitude (g = 980.6199 gals.).
 GQ0502
 GQ0502.The modeled gravity was interpolated from observed gravity values.
 GQ0502
 GQ0502;                    North         East    Units  Estimated Accuracy
 GQ0502;SPC AZ W     -   585,670.      222,940.      MT  (+/- 180 meters Scaled)
 GQ0502
 GQ0502                          SUPERSEDED SURVEY CONTROL
 GQ0502
 GQ0502.No superseded survey control is available for this station.
 GQ0502
 GQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF625183(NAD 83)
 GQ0502_MARKER: DB = BENCH MARK DISK
 GQ0502_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0502_SP_SET: ROCK OUTCROP
 GQ0502_STAMPING: 173 DOR 1970 5395
 GQ0502_MARK LOGO: USGS  
 GQ0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0502+STABILITY: POSITION/ELEVATION WELL
 GQ0502
 GQ0502  HISTORY     - Date     Condition        Report By
 GQ0502  HISTORY     - 1970     MONUMENTED       USGS
 GQ0502
 GQ0502                          STATION DESCRIPTION
 GQ0502
 GQ0502'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0502'122.5 KM (76.10 MI) SSW FROM ST GEORGE UT.
 GQ0502'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0502'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0502'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0502'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0502'PIGEON CANYON ROAD, THENCE 4.0 MILES SOUTHWEST, 55 FEET SOUTHWEST OF
 GQ0502'THE ROAD, AT THE SOUTHWEST EDGE OF A DRY WASH.
 GQ0502'THE MARK IS 1.5 FT  NE FROM  A WITNESS POST
 GQ0502'THE MARK IS 3.5 FT ABOVE DRY WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0326 ***********************************************************************
 DA0326  DESIGNATION -  173+75
 DA0326  PID         -  DA0326
 DA0326  STATE/COUNTY-  AZ/PIMA
 DA0326  USGS QUAD   -  AJO SOUTH (1990)
 DA0326
 DA0326                         *CURRENT SURVEY CONTROL
 DA0326  ___________________________________________________________________
 DA0326* NAD 83(1986)-  32 21 00.     (N)    112 49 04.     (W)     SCALED    
 DA0326* NAVD 88     -       516.900  (meters)    1695.86   (feet)  ADJUSTED  
 DA0326  ___________________________________________________________________
 DA0326  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0326  DYNAMIC HT  -         516.237 (meters)    1693.69  (feet)  COMP
 DA0326  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 DA0326
 DA0326  VERT ORDER  -  FIRST     CLASS II
 DA0326
 DA0326.The horizontal coordinates were scaled from a topographic map and have
 DA0326.an estimated accuracy of +/- 6 seconds.
 DA0326
 DA0326.The orthometric height was determined by differential leveling
 DA0326.and adjusted in June 1991.
 DA0326
 DA0326.The geoid height was determined by GEOID03.
 DA0326
 DA0326.The dynamic height is computed by dividing the NAVD 88
 DA0326.geopotential number by the normal gravity value computed on the
 DA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0326.degrees latitude (g = 980.6199 gals.).
 DA0326
 DA0326.The modeled gravity was interpolated from observed gravity values.
 DA0326
 DA0326;                    North         East    Units  Estimated Accuracy
 DA0326;SPC AZ C     -   150,030.      128,540.      MT  (+/- 180 meters Scaled)
 DA0326
 DA0326                          SUPERSEDED SURVEY CONTROL
 DA0326
 DA0326  NGVD 29 (??/??/92)  516.206  (m)         1693.59   (f) ADJ UNCH    1 2
 DA0326
 DA0326.Superseded values are not recommended for survey control.
 DA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0326.See file dsdata.txt to determine how the superseded data were derived.
 DA0326
 DA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA289806(NAD 83)
 DA0326_MARKER: DD = SURVEY DISK
 DA0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0326_SP_SET: CULVERT
 DA0326_STAMPING: 1693.69 173+75 1939
 DA0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0326+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0326
 DA0326  HISTORY     - Date     Condition        Report By
 DA0326  HISTORY     - 1939     MONUMENTED       AZHD
 DA0326  HISTORY     - 1953     GOOD             NGS
 DA0326  HISTORY     - 1981     GOOD             NGS
 DA0326  HISTORY     - 20060218 GOOD             USPSQD
 DA0326
 DA0326                          STATION DESCRIPTION
 DA0326
 DA0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0326'3.3 MI SE FROM AJO.
 DA0326'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0326'FROM THE STATION AT AJO, THENCE 3.15 MILES SOUTHEAST ALONG STATE
 DA0326'HIGHWAY 86, AT AN 8- BY 60 FOOT CONCRETE BOX CULVERT, IN THE TOP OF
 DA0326'THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 14.0 FEET
 DA0326'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET SOUTHEAST OF THE
 DA0326'NORTHWEST END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0326
 DA0326                          STATION RECOVERY (1981)
 DA0326
 DA0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0326'RECOVERED IN GOOD CONDITION.
 DA0326
 DA0326                          STATION RECOVERY (2006)
 DA0326
 DA0326'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1534 ***********************************************************************
 CZ1534  DESIGNATION -  1732.95
 CZ1534  PID         -  CZ1534
 CZ1534  STATE/COUNTY-  AZ/PINAL
 CZ1534  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1534
 CZ1534                         *CURRENT SURVEY CONTROL
 CZ1534  ___________________________________________________________________
 CZ1534* NAD 83(1986)-  32 40 16.     (N)    111 25 42.     (W)     SCALED    
 CZ1534* NAVD 88     -       528.07   (+/-2cm)    1732.5    (feet)  VERTCON   
 CZ1534  ___________________________________________________________________
 CZ1534  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ1534  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1534
 CZ1534.The horizontal coordinates were scaled from a topographic map and have
 CZ1534.an estimated accuracy of +/- 6 seconds.
 CZ1534
 CZ1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1534.The vertical order pertains to the NGVD 29 superseded value.
 CZ1534
 CZ1534.The geoid height was determined by GEOID03.
 CZ1534
 CZ1534;                    North         East    Units  Estimated Accuracy
 CZ1534;SPC AZ C     -   185,390.      259,160.      MT  (+/- 180 meters Scaled)
 CZ1534
 CZ1534                          SUPERSEDED SURVEY CONTROL
 CZ1534
 CZ1534  NGVD 29 (??/??/92)  527.483  (m)         1730.58   (f) ADJ UNCH    1 2
 CZ1534
 CZ1534.Superseded values are not recommended for survey control.
 CZ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1534.See file dsdata.txt to determine how the superseded data were derived.
 CZ1534
 CZ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB598149(NAD 83)
 CZ1534_MARKER: DD = SURVEY DISK
 CZ1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1534_STAMPING: 1732.95
 CZ1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1534+STABILITY: SURFACE MOTION
 CZ1534
 CZ1534  HISTORY     - Date     Condition        Report By
 CZ1534  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1534  HISTORY     - 1975     GOOD             AZDT
 CZ1534
 CZ1534                          STATION DESCRIPTION
 CZ1534
 CZ1534'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1534'4.8 MI SE FROM PICACHO.
 CZ1534'AT THE EAST END OF THE REST AREA ALONG I-10, AT MILEPOST 217.15. UNDER
 CZ1534'THE SOUTH R/W FENCE LINE.  3 FT. EAST OF AN ANGLE IRON, STENCILED, POT
 CZ1534'1988+00.00 MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS CAP, SET IN
 CZ1534'AN 8 IN. CONCRETE POST, UP 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1522 ***********************************************************************
 DU1522  DESIGNATION -  1734.40
 DU1522  PID         -  DU1522
 DU1522  STATE/COUNTY-  AZ/PINAL
 DU1522  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1522
 DU1522                         *CURRENT SURVEY CONTROL
 DU1522  ___________________________________________________________________
 DU1522* NAD 83(1986)-  33 22 24.     (N)    111 29 02.     (W)     SCALED    
 DU1522* NAVD 88     -       529.21   (+/-2cm)    1736.2    (feet)  VERTCON   
 DU1522  ___________________________________________________________________
 DU1522  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU1522  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1522
 DU1522.The horizontal coordinates were scaled from a topographic map and have
 DU1522.an estimated accuracy of +/- 6 seconds.
 DU1522
 DU1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1522.The vertical order pertains to the NGVD 29 superseded value.
 DU1522
 DU1522.The geoid height was determined by GEOID03.
 DU1522
 DU1522;                    North         East    Units  Estimated Accuracy
 DU1522;SPC AZ C     -   263,240.      253,630.      MT  (+/- 180 meters Scaled)
 DU1522
 DU1522                          SUPERSEDED SURVEY CONTROL
 DU1522
 DU1522  NGVD 29 (??/??/92)  528.636  (m)         1734.37   (f) ADJ UNCH    1 1
 DU1522
 DU1522.Superseded values are not recommended for survey control.
 DU1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1522.See file dsdata.txt to determine how the superseded data were derived.
 DU1522
 DU1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB549927(NAD 83)
 DU1522_MARKER: DZ = AZIMUTH MARK DISK
 DU1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1522_SP_SET: BRIDGE
 DU1522_STAMPING: 1734.40 1087+ 1964
 DU1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1522
 DU1522  HISTORY     - Date     Condition        Report By
 DU1522  HISTORY     - 1964     MONUMENTED       AZHD
 DU1522  HISTORY     - 1975     GOOD             NGS
 DU1522  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU1522
 DU1522                          STATION DESCRIPTION
 DU1522
 DU1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1522'4.75 MI SE FROM APACHE JCT.
 DU1522'ABOUT 4.75 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1522'JUNCTION WITH ARIZONA HWY. 88 AT APACHE JCT. AT A BRIDGE AND ON THE
 DU1522'BRIDGE RAIL, 4 FEET ABOVE BRIDGE DECK AND 75 FEET NORTHEAST OF BRIDGE
 DU1522'CENTERLINE.  AN ARIZONA HWY. DEPT. DISK STAMPED 1734.40 1087+ 1964.
 DU1522'SECTION 1, T 1 S., R 8 E.
 DU1522
 DU1522                          STATION RECOVERY (2006)
 DU1522
 DU1522'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1522'THERE ARE TWO BRIDGES AT THIS LOCATION. BOTH OF THE NORTHERN
 DU1522'GUARDRAILS WERE EXAMINED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0669 ***********************************************************************
 DW0669  DESIGNATION -  1735.20
 DW0669  PID         -  DW0669
 DW0669  STATE/COUNTY-  AZ/LA PAZ
 DW0669  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0669
 DW0669                         *CURRENT SURVEY CONTROL
 DW0669  ___________________________________________________________________
 DW0669* NAD 83(1986)-  33 40 05.     (N)    114 02 23.     (W)     SCALED    
 DW0669* NAVD 88     -       529.90   (+/-2cm)    1738.5    (feet)  VERTCON   
 DW0669  ___________________________________________________________________
 DW0669  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DW0669  VERT ORDER  -  ? (See Below)
 DW0669
 DW0669.The horizontal coordinates were scaled from a topographic map and have
 DW0669.an estimated accuracy of +/- 6 seconds.
 DW0669
 DW0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0669.The vertical order pertains to the NGVD 29 superseded value.
 DW0669
 DW0669.The geoid height was determined by GEOID03.
 DW0669
 DW0669;                    North         East    Units  Estimated Accuracy
 DW0669;SPC AZ W     -   295,890.      186,490.      MT  (+/- 180 meters Scaled)
 DW0669
 DW0669                          SUPERSEDED SURVEY CONTROL
 DW0669
 DW0669  NGVD 29 (??/??/??)  529.190  (m)         1736.18   (f) ADJUSTED    ?  
 DW0669
 DW0669.Superseded values are not recommended for survey control.
 DW0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0669.See file dsdata.txt to determine how the superseded data were derived.
 DW0669
 DW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT744292(NAD 83)
 DW0669_MARKER: DD = SURVEY DISK
 DW0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0669_SP_SET: HEADWALL
 DW0669_STAMPING: 1735.20 1608+68
 DW0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0669
 DW0669  HISTORY     - Date     Condition        Report By
 DW0669  HISTORY     - UNK      MONUMENTED       AZHD
 DW0669  HISTORY     - 1933     GOOD             NGS
 DW0669  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0669
 DW0669                          STATION DESCRIPTION
 DW0669
 DW0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DW0669'11.7 MI E FROM QUARTZSITE.
 DW0669'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0669'YUMA COUNTY, AT A CULVERT, AND IN THE CENTER OF THE TOP OF A
 DW0669'CONCRETE HEAD WALL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DW0669'DISK, STAMPED 1735.20 1608+68.
 DW0669
 DW0669                          STATION RECOVERY (1981)
 DW0669
 DW0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0669'NOT-RECOVERED. NOTE-MARK BELIEVED DESTROYED ALONG WITH CULVERT BY
 DW0669'INTERSTATE 10 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1525 ***********************************************************************
 DU1525  DESIGNATION -  1737.33
 DU1525  PID         -  DU1525
 DU1525  STATE/COUNTY-  AZ/PINAL
 DU1525  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1525
 DU1525                         *CURRENT SURVEY CONTROL
 DU1525  ___________________________________________________________________
 DU1525* NAD 83(1986)-  33 22 06.     (N)    111 28 44.     (W)     SCALED    
 DU1525* NAVD 88     -       530.22   (+/-2cm)    1739.6    (feet)  VERTCON   
 DU1525  ___________________________________________________________________
 DU1525  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1525  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1525
 DU1525.The horizontal coordinates were scaled from a topographic map and have
 DU1525.an estimated accuracy of +/- 6 seconds.
 DU1525
 DU1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1525.The vertical order pertains to the NGVD 29 superseded value.
 DU1525
 DU1525.The geoid height was determined by GEOID03.
 DU1525
 DU1525;                    North         East    Units  Estimated Accuracy
 DU1525;SPC AZ C     -   262,680.      254,100.      MT  (+/- 180 meters Scaled)
 DU1525
 DU1525                          SUPERSEDED SURVEY CONTROL
 DU1525
 DU1525  NGVD 29 (??/??/92)  529.657  (m)         1737.72   (f) ADJ UNCH    1 1
 DU1525
 DU1525.Superseded values are not recommended for survey control.
 DU1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1525.See file dsdata.txt to determine how the superseded data were derived.
 DU1525
 DU1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB554922(NAD 83)
 DU1525_MARKER: DD = SURVEY DISK
 DU1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1525_SP_SET: CULVERT
 DU1525_STAMPING: 1737.33 1109+69.30 1949
 DU1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1525+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1525
 DU1525  HISTORY     - Date     Condition        Report By
 DU1525  HISTORY     - 1949     MONUMENTED       AZHD
 DU1525  HISTORY     - 1975     GOOD             NGS
 DU1525  HISTORY     - 20070126 GOOD             GEOCAC
 DU1525  HISTORY     - 20081212 GOOD             GEOCAC
 DU1525
 DU1525                          STATION DESCRIPTION
 DU1525
 DU1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1525'5.2 MI SE FROM APACHE JUNCTION.
 DU1525'ABOUT 5.2 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1525'JUNCTION WITH ARIZONA HWY. 88 AT APACHE JUNCTION, AT MILE POST 20102,
 DU1525'75 FEET SOUTHWEST OF HWY. CENTERLINE ON A 10 FOOT CULVERT HEADWALL 1.5
 DU1525'FEET BELOW ROADWAY, AN ARIZONA HWY. DEPT. DISK STAMPED 1737.33 1109+69
 DU1525'1949.  SECTION 1, T 1S, R 8E.
 DU1525
 DU1525                          STATION RECOVERY (2007)
 DU1525
 DU1525'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1525'RECOVERED IN GOOD CONDITION.
 DU1525
 DU1525                          STATION RECOVERY (2008)
 DU1525
 DU1525'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1525'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU1525'THE DESCRIPTION - THE STAMPING IS 1737.33 1109+69 1930, AND THE MARK
 DU1525'IS LOCATED ON A CULVERT HEADWALL, SOUTH OF THE EASTBOUND LANES.
 DU1525'HANDHELD COORDINATES
 DU1525'33 22 04.9 (N)   111 28 46.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0377 ***********************************************************************
 DA0377  DESIGNATION -  1739.8
 DA0377  PID         -  DA0377
 DA0377  STATE/COUNTY-  AZ/PIMA
 DA0377  USGS QUAD   -  AJO SOUTH (1990)
 DA0377
 DA0377                         *CURRENT SURVEY CONTROL
 DA0377  ___________________________________________________________________
 DA0377* NAD 83(1986)-  32 17 22.     (N)    112 51 31.     (W)     SCALED    
 DA0377* NAVD 88     -       530.62   (+/-2cm)    1740.9    (feet)  VERTCON   
 DA0377  ___________________________________________________________________
 DA0377  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0377
 DA0377.The horizontal coordinates were scaled from a topographic map and have
 DA0377.an estimated accuracy of +/- 6 seconds.
 DA0377
 DA0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0377.The vertical order pertains to the NGVD 29 superseded value.
 DA0377
 DA0377.The geoid height was determined by GEOID03.
 DA0377
 DA0377;                    North         East    Units  Estimated Accuracy
 DA0377;SPC AZ C     -   143,350.      124,640.      MT  (+/- 180 meters Scaled)
 DA0377
 DA0377                          SUPERSEDED SURVEY CONTROL
 DA0377
 DA0377  NGVD 29 (??/??/92)  529.907  (m)         1738.54   (f) ADJ UNCH    2 0
 DA0377
 DA0377.Superseded values are not recommended for survey control.
 DA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0377.See file dsdata.txt to determine how the superseded data were derived.
 DA0377
 DA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA249740(NAD 83)
 DA0377_MARKER: P = PIPE CAP
 DA0377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0377_STAMPING: SWC EXA NWC EXD
 DA0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0377
 DA0377  HISTORY     - Date     Condition        Report By
 DA0377  HISTORY     - UNK      MONUMENTED       USGS
 DA0377  HISTORY     - 1952     GOOD             NGS
 DA0377
 DA0377                          STATION DESCRIPTION
 DA0377
 DA0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0377'7.75 MI S FROM AJO.
 DA0377'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0377'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0377'ALONG HIGHWAY 86 TO JUNCTION OF DARBY WELL ROAD, THENCE 5.7 MILES
 DA0377'SOUTHWEST AND SOUTH ALONG DARBEY WELL ROAD LEADING TO BATES WELL, 25
 DA0377'1/2 FEET WEST OF THE CENTERLINE OF MAIN ROAD, 7 1/2 FEET WEST OF THE
 DA0377'CENTERLINE OF THE OLD ROAD, AN ALUMINUM CAP ON TOP OF AN 1 1/2 INCH
 DA0377'IRON PIPE SET IN THE CENTER OF A PILE OF ROCKS CEMENTED TOGETHER,
 DA0377'PROJECTING 3.3 FEET ABOVE GROUND, AND ABOUT 3 FEET HIGHER THAN THE
 DA0377'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0503 ***********************************************************************
 GQ0503  DESIGNATION -  174 DOR
 GQ0503  PID         -  GQ0503
 GQ0503  STATE/COUNTY-  AZ/MOHAVE
 GQ0503  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0503
 GQ0503                         *CURRENT SURVEY CONTROL
 GQ0503  ___________________________________________________________________
 GQ0503* NAD 83(1986)-  36 17 10.     (N)    113 39 21.     (W)     SCALED    
 GQ0503* NAVD 88     -      1577.489  (meters)    5175.48   (feet)  POSTED    
 GQ0503  ___________________________________________________________________
 GQ0503  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 GQ0503  DYNAMIC HT  -        1575.600 (meters)    5169.28  (feet)  COMP
 GQ0503  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 GQ0503
 GQ0503  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0503
 GQ0503.The horizontal coordinates were scaled from a topographic map and have
 GQ0503.an estimated accuracy of +/- 6 seconds.
 GQ0503
 GQ0503.The orthometric height was determined by differential leveling
 GQ0503.and adjusted by the  in 1992.
 GQ0503.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0503.rate of 0.0 thru 1.0 mm/km.
 GQ0503
 GQ0503.The geoid height was determined by GEOID03.
 GQ0503
 GQ0503.The dynamic height is computed by dividing the NAVD 88
 GQ0503.geopotential number by the normal gravity value computed on the
 GQ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0503.degrees latitude (g = 980.6199 gals.).
 GQ0503
 GQ0503.The modeled gravity was interpolated from observed gravity values.
 GQ0503
 GQ0503;                    North         East    Units  Estimated Accuracy
 GQ0503;SPC AZ W     -   586,280.      221,820.      MT  (+/- 180 meters Scaled)
 GQ0503
 GQ0503                          SUPERSEDED SURVEY CONTROL
 GQ0503
 GQ0503.No superseded survey control is available for this station.
 GQ0503
 GQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF614189(NAD 83)
 GQ0503_MARKER: DB = BENCH MARK DISK
 GQ0503_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0503_SP_SET: ROCK LEDGE
 GQ0503_STAMPING: 174 DOR 1970 5173
 GQ0503_MARK LOGO: USGS  
 GQ0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0503+STABILITY: POSITION/ELEVATION WELL
 GQ0503
 GQ0503  HISTORY     - Date     Condition        Report By
 GQ0503  HISTORY     - 1970     MONUMENTED       USGS
 GQ0503
 GQ0503                          STATION DESCRIPTION
 GQ0503
 GQ0503'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0503'124.1 KM (77.10 MI) SSW FROM ST GEORGE UT.
 GQ0503'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0503'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0503'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0503'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0503'PIGEON CANYON ROAD, THENCE 5.0 MILES SOUTHWEST, ON THE FACE OF A ROCK
 GQ0503'WALL IN THE EAST EDGE OF THE NORTH END OF THE CANYON, 38 FEET SOUTH
 GQ0503'OF THE ROAD, IN A SMALL LEDGE.
 GQ0503'THE MARK IS 6 FT  SW FROM  A WITNESS POST
 GQ0503'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0109 ***********************************************************************
 DA0109  DESIGNATION -  1742.53
 DA0109  PID         -  DA0109
 DA0109  STATE/COUNTY-  AZ/MARICOPA
 DA0109  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0109
 DA0109                         *CURRENT SURVEY CONTROL
 DA0109  ___________________________________________________________________
 DA0109* NAD 83(1986)-  32 50 38.     (N)    112 16 12.     (W)     SCALED    
 DA0109* NAVD 88     -       531.79   (+/-2cm)    1744.7    (feet)  VERTCON   
 DA0109  ___________________________________________________________________
 DA0109  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0109
 DA0109.The horizontal coordinates were scaled from a topographic map and have
 DA0109.an estimated accuracy of +/- 6 seconds.
 DA0109
 DA0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0109.The vertical order pertains to the NGVD 29 superseded value.
 DA0109
 DA0109.The geoid height was determined by GEOID03.
 DA0109
 DA0109;                    North         East    Units  Estimated Accuracy
 DA0109;SPC AZ C     -   204,500.      180,290.      MT  (+/- 180 meters Scaled)
 DA0109
 DA0109                          SUPERSEDED SURVEY CONTROL
 DA0109
 DA0109  NGVD 29 (??/??/92)  531.147  (m)         1742.60   (f) ADJ UNCH    2 0
 DA0109
 DA0109.Superseded values are not recommended for survey control.
 DA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0109.See file dsdata.txt to determine how the superseded data were derived.
 DA0109
 DA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB811346(NAD 83)
 DA0109_MARKER: DD = SURVEY DISK
 DA0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0109_SP_SET: HEADWALL
 DA0109_STAMPING: 1742.53 1412+45 19
 DA0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0109
 DA0109  HISTORY     - Date     Condition        Report By
 DA0109  HISTORY     - UNK      MONUMENTED       AZHD
 DA0109  HISTORY     - 1960     GOOD             NGS
 DA0109  HISTORY     - 20071130 MARK NOT FOUND   GEOCAC
 DA0109
 DA0109                          STATION DESCRIPTION
 DA0109
 DA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0109'18.4 MI W FROM STANFIELD.
 DA0109'18.4 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84,
 DA0109'0.8 MILE WEST OF VEKOL OVERPASS, 25 FEET NORTH OF CENTER LINE OF
 DA0109'WESTBOUND TRAFFIC LANE IN DRILL HOLE IN NORTH HEADWALL, 1 FOOT HIGHER
 DA0109'THAN HIGHWAY.
 DA0109
 DA0109                          STATION RECOVERY (2007)
 DA0109
 DA0109'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0109'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A STANDARD ADOT
 DA0109'HIGHWAY DIV. 19 DISK SET IN THE NORTH HEADWALL WITH NO ADDITIONAL
 DA0109'STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0495 ***********************************************************************
 DU0495  DESIGNATION -  1744.05
 DU0495  PID         -  DU0495
 DU0495  STATE/COUNTY-  AZ/PINAL
 DU0495  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0495
 DU0495                         *CURRENT SURVEY CONTROL
 DU0495  ___________________________________________________________________
 DU0495* NAD 83(1986)-  33 21 52.     (N)    111 28 33.     (W)     SCALED    
 DU0495* NAVD 88     -       532.26   (+/-2cm)    1746.3    (feet)  VERTCON   
 DU0495  ___________________________________________________________________
 DU0495  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU0495  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU0495
 DU0495.The horizontal coordinates were scaled from a topographic map and have
 DU0495.an estimated accuracy of +/- 6 seconds.
 DU0495
 DU0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0495.The vertical order pertains to the NGVD 29 superseded value.
 DU0495
 DU0495.The geoid height was determined by GEOID03.
 DU0495
 DU0495;                    North         East    Units  Estimated Accuracy
 DU0495;SPC AZ C     -   262,250.      254,380.      MT  (+/- 180 meters Scaled)
 DU0495
 DU0495                          SUPERSEDED SURVEY CONTROL
 DU0495
 DU0495  NGVD 29 (??/??/92)  531.702  (m)         1744.43   (f) ADJ UNCH    1 1
 DU0495
 DU0495.Superseded values are not recommended for survey control.
 DU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0495.See file dsdata.txt to determine how the superseded data were derived.
 DU0495
 DU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB557917(NAD 83)
 DU0495_MARKER: DD = SURVEY DISK
 DU0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0495_SP_SET: CULVERT
 DU0495_STAMPING: 1744.05 1125+20 1930
 DU0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0495+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU0495
 DU0495  HISTORY     - Date     Condition        Report By
 DU0495  HISTORY     - 1930     MONUMENTED       AZHD
 DU0495  HISTORY     - 1935     GOOD             NGS
 DU0495  HISTORY     - 1975     GOOD             NGS
 DU0495  HISTORY     - 20061127 GOOD             GEOCAC
 DU0495  HISTORY     - 20081212 GOOD             GEOCAC
 DU0495
 DU0495                          STATION DESCRIPTION
 DU0495
 DU0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0495'5.5 MI SE FROM APACHE JUNCTION.
 DU0495'5.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0495'CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 DU0495'SOUTH HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. AN
 DU0495'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1744.05
 DU0495'1125+20 1930.
 DU0495
 DU0495                          STATION RECOVERY (1975)
 DU0495
 DU0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0495'ABOUT 5.5 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE
 DU0495'JUNCTION WITH ARIZONA 88 AT APACHE JUNCTION, AT A LARGE CONCRETE
 DU0495'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH
 DU0495'HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE.
 DU0495'AN ARIZONA STATE HWY. DEPT. DISK STAMPED 1744.05 1125+20 1930.
 DU0495
 DU0495                          STATION RECOVERY (2006)
 DU0495
 DU0495'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0495'RECOVERED AS DESCRIBED. ABOUT 18 FEET SOUTHWEST OF THE CENTER OF THE
 DU0495'EASTBOUND LANES.
 DU0495
 DU0495                          STATION RECOVERY (2008)
 DU0495
 DU0495'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0495'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU0495'33 21 52.8 (N)   111 28 34.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1526 ***********************************************************************
 DU1526  DESIGNATION -  1745.01
 DU1526  PID         -  DU1526
 DU1526  STATE/COUNTY-  AZ/PINAL
 DU1526  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1526
 DU1526                         *CURRENT SURVEY CONTROL
 DU1526  ___________________________________________________________________
 DU1526* NAD 83(1986)-  33 21 54.     (N)    111 28 32.     (W)     SCALED    
 DU1526* NAVD 88     -       532.44   (+/-2cm)    1746.8    (feet)  VERTCON   
 DU1526  ___________________________________________________________________
 DU1526  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1526  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1526
 DU1526.The horizontal coordinates were scaled from a topographic map and have
 DU1526.an estimated accuracy of +/- 6 seconds.
 DU1526
 DU1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1526.The vertical order pertains to the NGVD 29 superseded value.
 DU1526
 DU1526.The geoid height was determined by GEOID03.
 DU1526
 DU1526;                    North         East    Units  Estimated Accuracy
 DU1526;SPC AZ C     -   262,320.      254,410.      MT  (+/- 180 meters Scaled)
 DU1526
 DU1526                          SUPERSEDED SURVEY CONTROL
 DU1526
 DU1526  NGVD 29 (??/??/92)  531.880  (m)         1745.01   (f) ADJ UNCH    1 1
 DU1526
 DU1526.Superseded values are not recommended for survey control.
 DU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1526.See file dsdata.txt to determine how the superseded data were derived.
 DU1526
 DU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB557918(NAD 83)
 DU1526_MARKER: DD = SURVEY DISK
 DU1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1526_SP_SET: BRIDGE
 DU1526_STAMPING: 1745.01 1175+ 1964
 DU1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1526+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1526
 DU1526  HISTORY     - Date     Condition        Report By
 DU1526  HISTORY     - 1964     MONUMENTED       AZHD
 DU1526  HISTORY     - 1975     GOOD             NGS
 DU1526  HISTORY     - 20061127 GOOD             GEOCAC
 DU1526  HISTORY     - 20081212 GOOD             GEOCAC
 DU1526
 DU1526                          STATION DESCRIPTION
 DU1526
 DU1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1526'5.25 MI SE FROM APACHE JUNCTION.
 DU1526'ABOUT 5.25 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1526'JUNCTION OF ARIZONA HWY. 88 OF APACHE JUNCTION, AT MILE POST 201.3 ON
 DU1526'A HEADWALL OF A 70 FOOT BRIDGE AND 30 FEET NORTHEAST OF HWY.
 DU1526'CENTERLINE, A ARIZONA HWY. DEPT. DISK STAMPED 1125+ 1964.  SECTION 1,
 DU1526'T 1S, R 8E.
 DU1526
 DU1526                          STATION RECOVERY (2006)
 DU1526
 DU1526'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1526'RECOVERED AS DESCRIBED. ABOUT 25 FEET SOUTHWEST OF THE CENTER OF THE
 DU1526'WESTBOUND LANES.
 DU1526
 DU1526                          STATION RECOVERY (2008)
 DU1526
 DU1526'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1526'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU1526'THE DESCRIPTION - THE STAMPING IS 1745.01 1125+ 1964. HANDHELD
 DU1526'COORDINATES
 DU1526'33 21 53.4 (N)   111 28 33.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1528 ***********************************************************************
 DU1528  DESIGNATION -  1748.52
 DU1528  PID         -  DU1528
 DU1528  STATE/COUNTY-  AZ/PINAL
 DU1528  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1528
 DU1528                         *CURRENT SURVEY CONTROL
 DU1528  ___________________________________________________________________
 DU1528* NAD 83(1986)-  33 21 42.     (N)    111 28 26.     (W)     SCALED    
 DU1528* NAVD 88     -       533.62   (+/-2cm)    1750.7    (feet)  VERTCON   
 DU1528  ___________________________________________________________________
 DU1528  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1528  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1528
 DU1528.The horizontal coordinates were scaled from a topographic map and have
 DU1528.an estimated accuracy of +/- 6 seconds.
 DU1528
 DU1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1528.The vertical order pertains to the NGVD 29 superseded value.
 DU1528
 DU1528.The geoid height was determined by GEOID03.
 DU1528
 DU1528;                    North         East    Units  Estimated Accuracy
 DU1528;SPC AZ C     -   261,950.      254,570.      MT  (+/- 180 meters Scaled)
 DU1528
 DU1528                          SUPERSEDED SURVEY CONTROL
 DU1528
 DU1528  NGVD 29 (??/??/92)  533.061  (m)         1748.88   (f) ADJ UNCH    1 1
 DU1528
 DU1528.Superseded values are not recommended for survey control.
 DU1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1528.See file dsdata.txt to determine how the superseded data were derived.
 DU1528
 DU1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB559914(NAD 83)
 DU1528_MARKER: DD = SURVEY DISK
 DU1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1528_SP_SET: BRIDGE
 DU1528_STAMPING: 1748.52 1139+63.3 1930
 DU1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1528
 DU1528  HISTORY     - Date     Condition        Report By
 DU1528  HISTORY     - 1930     MONUMENTED       AZHD
 DU1528  HISTORY     - 1975     GOOD             NGS
 DU1528  HISTORY     - 20070117 MARK NOT FOUND   GEOCAC
 DU1528
 DU1528                          STATION DESCRIPTION
 DU1528
 DU1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1528'5.4 MI SE FROM APACHE JCT.
 DU1528'ABOUT 5.4 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1528'JUNCTION STATE ROUTE 88 AT APACHE JCT., AT MILE POST 201.6 ON A
 DU1528'HEADWALL OF A 60 FOOT BRIDGE, 75 FEET SOUTHWEST OF HWY. CENTERLINE, AN
 DU1528'ARIZONA HWY. DEPT. DISK STAMPED 1748.52 1139+63.3 1930.  SECTION 7, T
 DU1528'1 S., R 9 E.
 DU1528
 DU1528                          STATION RECOVERY (2007)
 DU1528
 DU1528'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1528'MARK NOT RECOVERED. IT APPEARS THE SOUTHWEST SIDE OF THE CULVERT HAS
 DU1528'BEEN EXTENDED, AND THE ROAD WIDENED. IF NOT DESTROYED, IT IS BURIED
 DU1528'UNDER 18 INCHES OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1527 ***********************************************************************
 DU1527  DESIGNATION -  1749.13
 DU1527  PID         -  DU1527
 DU1527  STATE/COUNTY-  AZ/PINAL
 DU1527  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1527
 DU1527                         *CURRENT SURVEY CONTROL
 DU1527  ___________________________________________________________________
 DU1527* NAD 83(1986)-  33 21 42.     (N)    111 28 26.     (W)     SCALED    
 DU1527* NAVD 88     -       533.70   (+/-2cm)    1751.0    (feet)  VERTCON   
 DU1527  ___________________________________________________________________
 DU1527  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU1527  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1527
 DU1527.The horizontal coordinates were scaled from a topographic map and have
 DU1527.an estimated accuracy of +/- 6 seconds.
 DU1527
 DU1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1527.The vertical order pertains to the NGVD 29 superseded value.
 DU1527
 DU1527.The geoid height was determined by GEOID03.
 DU1527
 DU1527;                    North         East    Units  Estimated Accuracy
 DU1527;SPC AZ C     -   261,950.      254,570.      MT  (+/- 180 meters Scaled)
 DU1527
 DU1527                          SUPERSEDED SURVEY CONTROL
 DU1527
 DU1527  NGVD 29 (??/??/92)  533.144  (m)         1749.16   (f) ADJ UNCH    1 1
 DU1527
 DU1527.Superseded values are not recommended for survey control.
 DU1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1527.See file dsdata.txt to determine how the superseded data were derived.
 DU1527
 DU1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB559914(NAD 83)
 DU1527_MARKER: DD = SURVEY DISK
 DU1527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1527_SP_SET: BRIDGE
 DU1527_STAMPING: 1749.13 1139+ 1964
 DU1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1527+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2007
 DU1527
 DU1527  HISTORY     - Date     Condition        Report By
 DU1527  HISTORY     - 1964     MONUMENTED       AZHD
 DU1527  HISTORY     - 1975     GOOD             NGS
 DU1527  HISTORY     - 20070117 GOOD             GEOCAC
 DU1527
 DU1527                          STATION DESCRIPTION
 DU1527
 DU1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1527'5.4 MI SE FROM APACHE JUNCTION.
 DU1527'ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1527'JUNCTION OF STATE ROUTE 88 AT APACHE JUNCTION, AT MILE POST 201.6 ON A
 DU1527'HEADWALL OF A 60 FOOT BRIDGE AND 30 FEET NORTHEAST OF HWY. CENTERLINE
 DU1527'ON ARIZONA HWY. DEPT. DISK STAMPED 1749.13 1964.  SECTION 7, T 1S, R
 DU1527'9E.
 DU1527
 DU1527                          STATION RECOVERY (2007)
 DU1527
 DU1527'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1527'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS 30 FT. SOUTHWEST OF
 DU1527'THE CENTERLINE OF THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0119 ***********************************************************************
 DA0119  DESIGNATION -  1749.75
 DA0119  PID         -  DA0119
 DA0119  STATE/COUNTY-  AZ/MARICOPA
 DA0119  USGS QUAD   -  BIG HORN (1979)
 DA0119
 DA0119                         *CURRENT SURVEY CONTROL
 DA0119  ___________________________________________________________________
 DA0119* NAD 83(1986)-  32 51 25.     (N)    112 22 54.     (W)     SCALED    
 DA0119* NAVD 88     -       533.98   (+/-2cm)    1751.9    (feet)  VERTCON   
 DA0119  ___________________________________________________________________
 DA0119  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0119
 DA0119.The horizontal coordinates were scaled from a topographic map and have
 DA0119.an estimated accuracy of +/- 6 seconds.
 DA0119
 DA0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0119.The vertical order pertains to the NGVD 29 superseded value.
 DA0119
 DA0119.The geoid height was determined by GEOID03.
 DA0119
 DA0119;                    North         East    Units  Estimated Accuracy
 DA0119;SPC AZ C     -   205,980.      169,840.      MT  (+/- 180 meters Scaled)
 DA0119
 DA0119                          SUPERSEDED SURVEY CONTROL
 DA0119
 DA0119  NGVD 29 (??/??/92)  533.318  (m)         1749.73   (f) ADJ UNCH    2 0
 DA0119
 DA0119.Superseded values are not recommended for survey control.
 DA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0119.See file dsdata.txt to determine how the superseded data were derived.
 DA0119
 DA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB707362(NAD 83)
 DA0119_MARKER: DD = SURVEY DISK
 DA0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0119_SP_SET: HEADWALL
 DA0119_STAMPING: 1749-75 1064+5966 1959
 DA0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0119
 DA0119  HISTORY     - Date     Condition        Report By
 DA0119  HISTORY     - 1959     MONUMENTED       AZHD
 DA0119  HISTORY     - 1960     GOOD             NGS
 DA0119
 DA0119                          STATION DESCRIPTION
 DA0119
 DA0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0119'24.6 MI W FROM STANFIELD.
 DA0119'24.6 MILES WEST OF STANFIELD, 0.4 MILE WEST OF MILEPOST 141, 25 FEET
 DA0119'NORTH OF CENTER LINE OF HIGHWAY, IN CENTER OF NORTH HEADWALL OF
 DA0119'WESTBOUND TRAFFIC LANE, 1 FOOT HIGHER THAN HIGHWAY.  MARK IS CEMENTED
 DA0119'IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0026 ***********************************************************************
 CG0026  DESIGNATION -  175
 CG0026  PID         -  CG0026
 CG0026  STATE/COUNTY-  AZ/COCHISE
 CG0026  USGS QUAD   -  SAINT DAVID (1973)
 CG0026
 CG0026                         *CURRENT SURVEY CONTROL
 CG0026  ___________________________________________________________________
 CG0026* NAD 83(1986)-  31 57 50.     (N)    110 14 59.     (W)     SCALED    
 CG0026* NAVD 88     -      1108.51   (+/-2cm)    3636.8    (feet)  VERTCON   
 CG0026  ___________________________________________________________________
 CG0026  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0026  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0026
 CG0026.The horizontal coordinates were scaled from a topographic map and have
 CG0026.an estimated accuracy of +/- 6 seconds.
 CG0026
 CG0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0026.The vertical order pertains to the NGVD 29 superseded value.
 CG0026
 CG0026.The geoid height was determined by GEOID03.
 CG0026
 CG0026;                    North         East    Units  Estimated Accuracy
 CG0026;SPC AZ E     -   106,870.      205,510.      MT  (+/- 180 meters Scaled)
 CG0026
 CG0026                          SUPERSEDED SURVEY CONTROL
 CG0026
 CG0026  NGVD 29 (??/??/92) 1107.725  (m)         3634.26   (f) ADJ UNCH    1 2
 CG0026
 CG0026.Superseded values are not recommended for survey control.
 CG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0026.See file dsdata.txt to determine how the superseded data were derived.
 CG0026
 CG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA708366(NAD 83)
 CG0026_MARKER: P = PIPE CAP
 CG0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0026_STAMPING: 175 H 1907
 CG0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0026
 CG0026  HISTORY     - Date     Condition        Report By
 CG0026  HISTORY     - 1907     MONUMENTED       USGS
 CG0026  HISTORY     - 1952     GOOD             NGS
 CG0026  HISTORY     - 1960     GOOD             NGS
 CG0026  HISTORY     - 1979     POOR             NGS
 CG0026
 CG0026                          STATION DESCRIPTION
 CG0026
 CG0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0026'2.7 MI E FROM BENSON.
 CG0026'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0026'STATION AT BENSON, 0.4 MILE EAST OF MILEPOLE NUMBER 1035, ABOUT 0.15
 CG0026'MILE WEST OF BRIDGE NUMBER 1035 A, ABOUT 1.1 MILE EAST OF THE EAST
 CG0026'BOUNDARY OF THE BENSON AIRPORT, ABOUT 315.0 FEET NORTH OF THE NORTH
 CG0026'BANK OF THE SAN PEDRO RIVER, 102.6 FEET SOUTH OF THE SOUTH RAIL, 5.1
 CG0026'FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, AND RIVETED ON
 CG0026'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.9 FEET ABOVE THE
 CG0026'GROUND.
 CG0026
 CG0026                          STATION RECOVERY (1960)
 CG0026
 CG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0026'RECOVERED IN GOOD CONDITION.
 CG0026
 CG0026                          STATION RECOVERY (1979)
 CG0026
 CG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0026'MARK PROJECTS 2 FEET AND IS TOO LOOSE FOR NGS LEVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0504 ***********************************************************************
 GQ0504  DESIGNATION -  175 DOR
 GQ0504  PID         -  GQ0504
 GQ0504  STATE/COUNTY-  AZ/MOHAVE
 GQ0504  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0504
 GQ0504                         *CURRENT SURVEY CONTROL
 GQ0504  ___________________________________________________________________
 GQ0504* NAD 83(1986)-  36 17 47.     (N)    113 40 00.     (W)     SCALED    
 GQ0504* NAVD 88     -      1519.982  (meters)    4986.81   (feet)  POSTED    
 GQ0504  ___________________________________________________________________
 GQ0504  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 GQ0504  DYNAMIC HT  -        1518.180 (meters)    4980.90  (feet)  COMP
 GQ0504  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 GQ0504
 GQ0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0504
 GQ0504.The horizontal coordinates were scaled from a topographic map and have
 GQ0504.an estimated accuracy of +/- 6 seconds.
 GQ0504
 GQ0504.The orthometric height was determined by differential leveling
 GQ0504.and adjusted by the  in 1992.
 GQ0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0504.rate of 0.0 thru 1.0 mm/km.
 GQ0504
 GQ0504.The geoid height was determined by GEOID03.
 GQ0504
 GQ0504.The dynamic height is computed by dividing the NAVD 88
 GQ0504.geopotential number by the normal gravity value computed on the
 GQ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0504.degrees latitude (g = 980.6199 gals.).
 GQ0504
 GQ0504.The modeled gravity was interpolated from observed gravity values.
 GQ0504
 GQ0504;                    North         East    Units  Estimated Accuracy
 GQ0504;SPC AZ W     -   587,420.      220,850.      MT  (+/- 180 meters Scaled)
 GQ0504
 GQ0504                          SUPERSEDED SURVEY CONTROL
 GQ0504
 GQ0504.No superseded survey control is available for this station.
 GQ0504
 GQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF605201(NAD 83)
 GQ0504_MARKER: DB = BENCH MARK DISK
 GQ0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0504_SP_SET: COPPER-CLAD STEEL ROD
 GQ0504_STAMPING: 175 DOR 1970 4984
 GQ0504_MARK LOGO: USGS  
 GQ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0504
 GQ0504  HISTORY     - Date     Condition        Report By
 GQ0504  HISTORY     - 1970     MONUMENTED       USGS
 GQ0504
 GQ0504                          STATION DESCRIPTION
 GQ0504
 GQ0504'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0504'126.0 KM (78.30 MI) SSW FROM ST GEORGE UT.
 GQ0504'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0504'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0504'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0504'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0504'PIGEON CANYON ROAD, THENCE 6.2 MILES SOUTHWEST, 0.2 MILES NORTHWEST
 GQ0504'OF A SPRING AND A WATER TANK, 25 FEET NORTH OF THE ROAD.  ROD DEPTH
 GQ0504'UNKNOWN.
 GQ0504'THE MARK IS 2 FT  S FROM  A WITNESS POST
 GQ0504'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1832 ***********************************************************************
 DV1832  DESIGNATION -  175+00.15
 DV1832  PID         -  DV1832
 DV1832  STATE/COUNTY-  AZ/MARICOPA
 DV1832  USGS QUAD   -  UNION HILLS (1981)
 DV1832
 DV1832                         *CURRENT SURVEY CONTROL
 DV1832  ___________________________________________________________________
 DV1832* NAD 83(1986)-  33 40 22.     (N)    112 00 34.     (W)     SCALED    
 DV1832* NAVD 88     -       465.271  (meters)    1526.48   (feet)  ADJUSTED  
 DV1832  ___________________________________________________________________
 DV1832  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DV1832  DYNAMIC HT  -         464.723 (meters)    1524.68  (feet)  COMP
 DV1832  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 DV1832
 DV1832  VERT ORDER  -  SECOND    CLASS I
 DV1832
 DV1832.The horizontal coordinates were scaled from a topographic map and have
 DV1832.an estimated accuracy of +/- 6 seconds.
 DV1832
 DV1832.The orthometric height was determined by differential leveling
 DV1832.and adjusted in November 1993.
 DV1832
 DV1832.The geoid height was determined by GEOID03.
 DV1832
 DV1832.The dynamic height is computed by dividing the NAVD 88
 DV1832.geopotential number by the normal gravity value computed on the
 DV1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1832.degrees latitude (g = 980.6199 gals.).
 DV1832
 DV1832.The modeled gravity was interpolated from observed gravity values.
 DV1832
 DV1832;                    North         East    Units  Estimated Accuracy
 DV1832;SPC AZ C     -   296,370.      204,760.      MT  (+/- 180 meters Scaled)
 DV1832
 DV1832                          SUPERSEDED SURVEY CONTROL
 DV1832
 DV1832.No superseded survey control is available for this station.
 DV1832
 DV1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC064263(NAD 83)
 DV1832_MARKER: DD = SURVEY DISK
 DV1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1832_SP_SET: CONCRETE POST
 DV1832_STAMPING: 175+00.15
 DV1832_MARK LOGO: BOR   
 DV1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1832+STABILITY: SURFACE MOTION
 DV1832
 DV1832  HISTORY     - Date     Condition        Report By
 DV1832  HISTORY     - UNK      MONUMENTED       BOR
 DV1832  HISTORY     - 1984     GOOD             AZDT
 DV1832  HISTORY     - 19980915 MARK NOT FOUND   AZDT
 DV1832
 DV1832                          STATION DESCRIPTION
 DV1832
 DV1832'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1832'IN PHOENIX.
 DV1832'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DV1832'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DV1832'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DV1832'FENCE OF THE CANAL FOR 2.174 KM (1.35 MI) TO THE MARK, 7.894 METERS
 DV1832'(25.9 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 38.10 METERS (125 FT)
 DV1832'SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A CONCRETE POST.
 DV1832
 DV1832                          STATION RECOVERY (1998)
 DV1832
 DV1832'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 DV1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1538 ***********************************************************************
 CZ1538  DESIGNATION -  1751.53
 CZ1538  PID         -  CZ1538
 CZ1538  STATE/COUNTY-  AZ/PINAL
 CZ1538  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1538
 CZ1538                         *CURRENT SURVEY CONTROL
 CZ1538  ___________________________________________________________________
 CZ1538* NAD 83(1986)-  32 39 43.     (N)    111 24 53.     (W)     SCALED    
 CZ1538* NAVD 88     -       533.35   (+/-2cm)    1749.8    (feet)  VERTCON   
 CZ1538  ___________________________________________________________________
 CZ1538  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ1538  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1538
 CZ1538.The horizontal coordinates were scaled from a topographic map and have
 CZ1538.an estimated accuracy of +/- 6 seconds.
 CZ1538
 CZ1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1538.The vertical order pertains to the NGVD 29 superseded value.
 CZ1538
 CZ1538.The geoid height was determined by GEOID03.
 CZ1538
 CZ1538;                    North         East    Units  Estimated Accuracy
 CZ1538;SPC AZ C     -   184,380.      260,440.      MT  (+/- 180 meters Scaled)
 CZ1538
 CZ1538                          SUPERSEDED SURVEY CONTROL
 CZ1538
 CZ1538  NGVD 29 (??/??/92)  532.764  (m)         1747.91   (f) ADJ UNCH    1 2
 CZ1538
 CZ1538.Superseded values are not recommended for survey control.
 CZ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1538.See file dsdata.txt to determine how the superseded data were derived.
 CZ1538
 CZ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB611138(NAD 83)
 CZ1538_MARKER: DD = SURVEY DISK
 CZ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1538_STAMPING: 1751.53
 CZ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1538+STABILITY: SURFACE MOTION
 CZ1538
 CZ1538  HISTORY     - Date     Condition        Report By
 CZ1538  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1538  HISTORY     - 1975     GOOD             AZDT
 CZ1538
 CZ1538                          STATION DESCRIPTION
 CZ1538
 CZ1538'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1538'5.8 MI SE FROM PICACHO.
 CZ1538'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1538'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1538'A P AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON, STENCILED, PC
 CZ1538'2040+00.00 BK PC 3406+21.51AD AN AHD BRASS CAP, SET IN AN 8 IN.
 CZ1538'CONCRETE POST, UP 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0073 ***********************************************************************
 EU0073  DESIGNATION -  1752.10
 EU0073  PID         -  EU0073
 EU0073  STATE/COUNTY-  AZ/MOHAVE
 EU0073  USGS QUAD   -  YUCCA (1970)
 EU0073
 EU0073                         *CURRENT SURVEY CONTROL
 EU0073  ___________________________________________________________________
 EU0073* NAD 83(1986)-  34 50 29.     (N)    114 08 44.     (W)     SCALED    
 EU0073* NAVD 88     -       534.718  (meters)    1754.32   (feet)  ADJUSTED  
 EU0073  ___________________________________________________________________
 EU0073  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 EU0073  DYNAMIC HT  -         534.123 (meters)    1752.37  (feet)  COMP
 EU0073  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 EU0073
 EU0073  VERT ORDER  -  FIRST     CLASS II
 EU0073
 EU0073.The horizontal coordinates were scaled from a topographic map and have
 EU0073.an estimated accuracy of +/- 6 seconds.
 EU0073
 EU0073.The orthometric height was determined by differential leveling
 EU0073.and adjusted in June 1991.
 EU0073
 EU0073.The geoid height was determined by GEOID03.
 EU0073
 EU0073.The dynamic height is computed by dividing the NAVD 88
 EU0073.geopotential number by the normal gravity value computed on the
 EU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0073.degrees latitude (g = 980.6199 gals.).
 EU0073
 EU0073.The modeled gravity was interpolated from observed gravity values.
 EU0073
 EU0073;                    North         East    Units  Estimated Accuracy
 EU0073;SPC AZ W     -   426,070.      177,180.      MT  (+/- 180 meters Scaled)
 EU0073
 EU0073                          SUPERSEDED SURVEY CONTROL
 EU0073
 EU0073  NGVD 29 (??/??/??)  533.998  (m)         1751.96   (f) ADJUSTED    1 2
 EU0073
 EU0073.Superseded values are not recommended for survey control.
 EU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0073.See file dsdata.txt to determine how the superseded data were derived.
 EU0073
 EU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU610591(NAD 83)
 EU0073_MARKER: DD = SURVEY DISK
 EU0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0073_SP_SET: BRIDGE CURB
 EU0073_STAMPING: 1752.10 1244X84 1951
 EU0073_MARK LOGO: AZHD  
 EU0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0073
 EU0073  HISTORY     - Date     Condition        Report By
 EU0073  HISTORY     - 1951     MONUMENTED       AZHD
 EU0073  HISTORY     - 1961     GOOD             NGS
 EU0073  HISTORY     - 1981     GOOD             NGS
 EU0073
 EU0073                          STATION DESCRIPTION
 EU0073
 EU0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0073'2.4 MI S FROM YUCCA.
 EU0073'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0073'YUCCA, THENCE 2.15 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN
 EU0073'THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURB OF A 200
 EU0073'FOOT CONCRETE BRIDGE OVER MACKENZIE WASH, 15 FEET EAST OF THE
 EU0073'CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL
 EU0073'OF THE HIGHWAY.
 EU0073
 EU0073                          STATION RECOVERY (1981)
 EU0073
 EU0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0073'2.5 KM (1.55 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0073'ROAD OVERPASS IN YUCCA, AT THE WEST BOUND TRAFFIC LANES BRIDGE OVER
 EU0073'THE MACKENZIE WASH, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT, 4.6
 EU0073'METERS (15 FT) EAST OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0073'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1529 ***********************************************************************
 DU1529  DESIGNATION -  1755.01
 DU1529  PID         -  DU1529
 DU1529  STATE/COUNTY-  AZ/PINAL
 DU1529  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1529
 DU1529                         *CURRENT SURVEY CONTROL
 DU1529  ___________________________________________________________________
 DU1529* NAD 83(1986)-  33 21 36.     (N)    111 28 14.     (W)     SCALED    
 DU1529* NAVD 88     -       535.60   (+/-2cm)    1757.2    (feet)  VERTCON   
 DU1529  ___________________________________________________________________
 DU1529  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU1529  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1529
 DU1529.The horizontal coordinates were scaled from a topographic map and have
 DU1529.an estimated accuracy of +/- 6 seconds.
 DU1529
 DU1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1529.The vertical order pertains to the NGVD 29 superseded value.
 DU1529
 DU1529.The geoid height was determined by GEOID03.
 DU1529
 DU1529;                    North         East    Units  Estimated Accuracy
 DU1529;SPC AZ C     -   261,760.      254,880.      MT  (+/- 180 meters Scaled)
 DU1529
 DU1529                          SUPERSEDED SURVEY CONTROL
 DU1529
 DU1529  NGVD 29 (??/??/92)  535.039  (m)         1755.37   (f) ADJ UNCH    1 1
 DU1529
 DU1529.Superseded values are not recommended for survey control.
 DU1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1529.See file dsdata.txt to determine how the superseded data were derived.
 DU1529
 DU1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB562912(NAD 83)
 DU1529_MARKER: DD = SURVEY DISK
 DU1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1529_SP_SET: CULVERT
 DU1529_STAMPING: 1755.00 1149+85 1930
 DU1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1529
 DU1529  HISTORY     - Date     Condition        Report By
 DU1529  HISTORY     - 1930     MONUMENTED       AZHD
 DU1529  HISTORY     - 1975     GOOD             NGS
 DU1529  HISTORY     - 20061223 MARK NOT FOUND   GEOCAC
 DU1529
 DU1529                          STATION DESCRIPTION
 DU1529
 DU1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1529'5.6 MI SE FROM APACHE JCT.
 DU1529'ABOUT 5.6 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1529'JUNCTION OF STATE ROUTE 88 AT APACHE JCT., AT MILE POST 201.8 ON A
 DU1529'CULVERT HEADWALL 75 FEET WEST OF HWY. CENTERLINE, AN ARIZONA HWY.
 DU1529'DEPT. DISK STAMPED 1755.00 1149+85 1930.  SECTION 7, T 1 S., R 9 E.
 DU1529
 DU1529                          STATION RECOVERY (2006)
 DU1529
 DU1529'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1529'IT APPEARS THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1530 ***********************************************************************
 DU1530  DESIGNATION -  1758.24
 DU1530  PID         -  DU1530
 DU1530  STATE/COUNTY-  AZ/PINAL
 DU1530  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1530
 DU1530                         *CURRENT SURVEY CONTROL
 DU1530  ___________________________________________________________________
 DU1530* NAD 83(1986)-  33 21 36.     (N)    111 28 14.     (W)     SCALED    
 DU1530* NAVD 88     -       536.48   (+/-2cm)    1760.1    (feet)  VERTCON   
 DU1530  ___________________________________________________________________
 DU1530  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU1530  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1530
 DU1530.The horizontal coordinates were scaled from a topographic map and have
 DU1530.an estimated accuracy of +/- 6 seconds.
 DU1530
 DU1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1530.The vertical order pertains to the NGVD 29 superseded value.
 DU1530
 DU1530.The geoid height was determined by GEOID03.
 DU1530
 DU1530;                    North         East    Units  Estimated Accuracy
 DU1530;SPC AZ C     -   261,760.      254,880.      MT  (+/- 180 meters Scaled)
 DU1530
 DU1530                          SUPERSEDED SURVEY CONTROL
 DU1530
 DU1530  NGVD 29 (??/??/92)  535.921  (m)         1758.27   (f) ADJ UNCH    1 1
 DU1530
 DU1530.Superseded values are not recommended for survey control.
 DU1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1530.See file dsdata.txt to determine how the superseded data were derived.
 DU1530
 DU1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB562912(NAD 83)
 DU1530_MARKER: DD = SURVEY DISK
 DU1530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1530_SP_SET: CULVERT
 DU1530_STAMPING: 1758.24 1150+50 1964
 DU1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1530+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU1530
 DU1530  HISTORY     - Date     Condition        Report By
 DU1530  HISTORY     - 1964     MONUMENTED       AZHD
 DU1530  HISTORY     - 1975     GOOD             NGS
 DU1530  HISTORY     - 20061223 GOOD             GEOCAC
 DU1530  HISTORY     - 20081212 GOOD             GEOCAC
 DU1530
 DU1530                          STATION DESCRIPTION
 DU1530
 DU1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1530'5.6 MI SE FROM APACHE JCT.
 DU1530'ABOUT 5.6 MILES SOUTHEAST ALONG U. S. HWY. 60, 80 AND 89 FROM THE
 DU1530'JUNCTION OF STATE ROUTE 88 AT APACHE JCT., AT MILE POST 201.8 ON A
 DU1530'CULVERT HEADWALL 30 FEET EAST OF HWY. CENTERLINE, AN ARIZONA HWY.
 DU1530'DEPT. DISK STAMPED 1758.24 1150+50 1964.  SECTION 7, T 1 S., R 9 E.
 DU1530
 DU1530                          STATION RECOVERY (2006)
 DU1530
 DU1530'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1530'RECOVERED IN GOOD CONDITION.
 DU1530
 DU1530                          STATION RECOVERY (2008)
 DU1530
 DU1530'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1530'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU1530'THE DESCRIPTION - THE MARK IS LOCATED ON A CULVERT HEADWALL, SOUTH OF
 DU1530'THE WESTBOUND LANES. HANDHELD COORDINATES
 DU1530'33 21 35.5 (N)   111 28 14.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1531 ***********************************************************************
 DU1531  DESIGNATION -  1759.65
 DU1531  PID         -  DU1531
 DU1531  STATE/COUNTY-  AZ/PINAL
 DU1531  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1531
 DU1531                         *CURRENT SURVEY CONTROL
 DU1531  ___________________________________________________________________
 DU1531* NAD 83(1986)-  33 21 30.     (N)    111 28 08.     (W)     SCALED    
 DU1531* NAVD 88     -       536.92   (+/-2cm)    1761.5    (feet)  VERTCON   
 DU1531  ___________________________________________________________________
 DU1531  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DU1531  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1531
 DU1531.The horizontal coordinates were scaled from a topographic map and have
 DU1531.an estimated accuracy of +/- 6 seconds.
 DU1531
 DU1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1531.The vertical order pertains to the NGVD 29 superseded value.
 DU1531
 DU1531.The geoid height was determined by GEOID03.
 DU1531
 DU1531;                    North         East    Units  Estimated Accuracy
 DU1531;SPC AZ C     -   261,580.      255,030.      MT  (+/- 180 meters Scaled)
 DU1531
 DU1531                          SUPERSEDED SURVEY CONTROL
 DU1531
 DU1531  NGVD 29 (??/??/92)  536.360  (m)         1759.71   (f) ADJ UNCH    1 1
 DU1531
 DU1531.Superseded values are not recommended for survey control.
 DU1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1531.See file dsdata.txt to determine how the superseded data were derived.
 DU1531
 DU1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB563911(NAD 83)
 DU1531_MARKER: DD = SURVEY DISK
 DU1531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1531_SP_SET: SIGN BASE
 DU1531_STAMPING: 1759.65 1964
 DU1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1531
 DU1531  HISTORY     - Date     Condition        Report By
 DU1531  HISTORY     - 1964     MONUMENTED       AZHD
 DU1531  HISTORY     - 1975     GOOD             NGS
 DU1531  HISTORY     - 20070307 MARK NOT FOUND   GEOCAC
 DU1531
 DU1531                          STATION DESCRIPTION
 DU1531
 DU1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1531'5.65 MI SE FROM APACHE JCT.
 DU1531'ABOUT 5.65 MILES SOUTHEAST ALONG U. S. HWY. 70, 80 AND 89 FROM THE
 DU1531'JUNCTION OF ARIZONA ROUTE 88 AT APACHE JCT., AT MILE POST 201.85 AN
 DU1531'ARIZONA HWY. DEPT. DISK STAMPED 1759.65 1964 SET IN AN 8 INCH CONCRETE
 DU1531'SIGN BASE 75 FEET WEST OF HWY. CENTERLINE.  SECTION 7, T 1 S., R 9 E.
 DU1531
 DU1531                          STATION RECOVERY (2007)
 DU1531
 DU1531'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1531'THERE IS NO EVIDENCE OF A CONCRETE SIGN BASE AT THE DESCRIBED
 DU1531'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0505 ***********************************************************************
 GQ0505  DESIGNATION -  176 DOR
 GQ0505  PID         -  GQ0505
 GQ0505  STATE/COUNTY-  AZ/MOHAVE
 GQ0505  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0505
 GQ0505                         *CURRENT SURVEY CONTROL
 GQ0505  ___________________________________________________________________
 GQ0505* NAD 83(1986)-  36 18 00.     (N)    113 41 14.     (W)     SCALED    
 GQ0505* NAVD 88     -      1463.021  (meters)    4799.93   (feet)  POSTED    
 GQ0505  ___________________________________________________________________
 GQ0505  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 GQ0505  DYNAMIC HT  -        1461.310 (meters)    4794.31  (feet)  COMP
 GQ0505  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 GQ0505
 GQ0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0505
 GQ0505.The horizontal coordinates were scaled from a topographic map and have
 GQ0505.an estimated accuracy of +/- 6 seconds.
 GQ0505
 GQ0505.The orthometric height was determined by differential leveling
 GQ0505.and adjusted by the  in 1992.
 GQ0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0505.rate of 0.0 thru 1.0 mm/km.
 GQ0505
 GQ0505.The geoid height was determined by GEOID03.
 GQ0505
 GQ0505.The dynamic height is computed by dividing the NAVD 88
 GQ0505.geopotential number by the normal gravity value computed on the
 GQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0505.degrees latitude (g = 980.6199 gals.).
 GQ0505
 GQ0505.The modeled gravity was interpolated from observed gravity values.
 GQ0505
 GQ0505;                    North         East    Units  Estimated Accuracy
 GQ0505;SPC AZ W     -   587,820.      219,000.      MT  (+/- 180 meters Scaled)
 GQ0505
 GQ0505                          SUPERSEDED SURVEY CONTROL
 GQ0505
 GQ0505.No superseded survey control is available for this station.
 GQ0505
 GQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF587205(NAD 83)
 GQ0505_MARKER: DB = BENCH MARK DISK
 GQ0505_SETTING: 80 = SET IN A BOULDER
 GQ0505_SP_SET: BOULDER
 GQ0505_STAMPING: 176 DOR 1970 4797
 GQ0505_MARK LOGO: USGS  
 GQ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0505+STABILITY: SURFACE MOTION
 GQ0505
 GQ0505  HISTORY     - Date     Condition        Report By
 GQ0505  HISTORY     - 1970     MONUMENTED       USGS
 GQ0505
 GQ0505                          STATION DESCRIPTION
 GQ0505
 GQ0505'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0505'127.9 KM (79.50 MI) SSW FROM ST GEORGE UT.
 GQ0505'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0505'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0505'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0505'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0505'PIGEON CANYON ROAD, THENCE 7.4 MILES SOUTHWEST TO A SPRING, 115 FEET
 GQ0505'NORTH OF THE ROAD, 115 FEET SOUTHEAST OF A TUNNEL AND SPRINGS,
 GQ0505'PROJECTING 0.5 FEET.
 GQ0505'THE MARK IS 2.5 FT  S FROM  A WITNESS POST
 GQ0505'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1542 ***********************************************************************
 CZ1542  DESIGNATION -  1762.33
 CZ1542  PID         -  CZ1542
 CZ1542  STATE/COUNTY-  AZ/PINAL
 CZ1542  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1542
 CZ1542                         *CURRENT SURVEY CONTROL
 CZ1542  ___________________________________________________________________
 CZ1542* NAD 83(1986)-  32 39 26.     (N)    111 24 30.     (W)     SCALED    
 CZ1542* NAVD 88     -       536.93   (+/-2cm)    1761.6    (feet)  VERTCON   
 CZ1542  ___________________________________________________________________
 CZ1542  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1542  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1542
 CZ1542.The horizontal coordinates were scaled from a topographic map and have
 CZ1542.an estimated accuracy of +/- 6 seconds.
 CZ1542
 CZ1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1542.The vertical order pertains to the NGVD 29 superseded value.
 CZ1542
 CZ1542.The geoid height was determined by GEOID03.
 CZ1542
 CZ1542;                    North         East    Units  Estimated Accuracy
 CZ1542;SPC AZ C     -   183,860.      261,040.      MT  (+/- 180 meters Scaled)
 CZ1542
 CZ1542                          SUPERSEDED SURVEY CONTROL
 CZ1542
 CZ1542  NGVD 29 (??/??/92)  536.338  (m)         1759.64   (f) ADJ UNCH    1 2
 CZ1542
 CZ1542.Superseded values are not recommended for survey control.
 CZ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1542.See file dsdata.txt to determine how the superseded data were derived.
 CZ1542
 CZ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB617133(NAD 83)
 CZ1542_MARKER: DD = SURVEY DISK
 CZ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1542_STAMPING: 1762.33
 CZ1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1542+STABILITY: SURFACE MOTION
 CZ1542
 CZ1542  HISTORY     - Date     Condition        Report By
 CZ1542  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1542  HISTORY     - 1975     GOOD             AZDT
 CZ1542
 CZ1542                          STATION DESCRIPTION
 CZ1542
 CZ1542'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1542'6.2 MI SE FROM PICACHO.
 CZ1542'FROM MILEPOST 218, I-10, EAST ON THE INTERSTATE FOR 0.7 MILES AND TO
 CZ1542'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1542'A P AND M SURVEY SIGN.  3 FT. WEST OF AN ANGLE IRON, STENCILED, EB PT
 CZ1542'3436+00.57 BK PT 3426+21.50 AD AN AHD BRASS CAP, SET IN AN 8 IN.
 CZ1542'CONCRETE POST, UP 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0506 ***********************************************************************
 GQ0506  DESIGNATION -  177 DOR
 GQ0506  PID         -  GQ0506
 GQ0506  STATE/COUNTY-  AZ/MOHAVE
 GQ0506  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0506
 GQ0506                         *CURRENT SURVEY CONTROL
 GQ0506  ___________________________________________________________________
 GQ0506* NAD 83(1986)-  36 18 03.     (N)    113 42 18.     (W)     SCALED    
 GQ0506* NAVD 88     -      1415.751  (meters)    4644.84   (feet)  POSTED    
 GQ0506  ___________________________________________________________________
 GQ0506  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 GQ0506  DYNAMIC HT  -        1414.110 (meters)    4639.46  (feet)  COMP
 GQ0506  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 GQ0506
 GQ0506  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0506
 GQ0506.The horizontal coordinates were scaled from a topographic map and have
 GQ0506.an estimated accuracy of +/- 6 seconds.
 GQ0506
 GQ0506.The orthometric height was determined by differential leveling
 GQ0506.and adjusted by the  in 1992.
 GQ0506.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0506.rate of 0.0 thru 1.0 mm/km.
 GQ0506
 GQ0506.The geoid height was determined by GEOID03.
 GQ0506
 GQ0506.The dynamic height is computed by dividing the NAVD 88
 GQ0506.geopotential number by the normal gravity value computed on the
 GQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0506.degrees latitude (g = 980.6199 gals.).
 GQ0506
 GQ0506.The modeled gravity was interpolated from observed gravity values.
 GQ0506
 GQ0506;                    North         East    Units  Estimated Accuracy
 GQ0506;SPC AZ W     -   587,910.      217,400.      MT  (+/- 180 meters Scaled)
 GQ0506
 GQ0506                          SUPERSEDED SURVEY CONTROL
 GQ0506
 GQ0506.No superseded survey control is available for this station.
 GQ0506
 GQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF571207(NAD 83)
 GQ0506_MARKER: DB = BENCH MARK DISK
 GQ0506_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0506_SP_SET: COPPER-CLAD STEEL ROD
 GQ0506_STAMPING: 177 DOR 1970 4642
 GQ0506_MARK LOGO: USGS  
 GQ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0506
 GQ0506  HISTORY     - Date     Condition        Report By
 GQ0506  HISTORY     - 1970     MONUMENTED       USGS
 GQ0506
 GQ0506                          STATION DESCRIPTION
 GQ0506
 GQ0506'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0506'129.7 KM (80.60 MI) SSW FROM ST GEORGE UT.
 GQ0506'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0506'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0506'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0506'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0506'PIGEON CANYON ROAD, THENCE 8.5 MILES SOUTHWEST, 30 FEET NORTHEAST OF
 GQ0506'THE ROAD, 20 FEET SOUTHWEST OF A PIPELINE VENT.  ROD DEPTH UNKNOWN.
 GQ0506'THE MARK IS 3 FT  SW FROM  A WITNESS POST
 GQ0506'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1533 ***********************************************************************
 DU1533  DESIGNATION -  1771.55
 DU1533  PID         -  DU1533
 DU1533  STATE/COUNTY-  AZ/PINAL
 DU1533  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1533
 DU1533                         *CURRENT SURVEY CONTROL
 DU1533  ___________________________________________________________________
 DU1533* NAD 83(1986)-  33 21 12.     (N)    111 27 44.     (W)     SCALED    
 DU1533* NAVD 88     -       540.64   (+/-2cm)    1773.7    (feet)  VERTCON   
 DU1533  ___________________________________________________________________
 DU1533  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU1533  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1533
 DU1533.The horizontal coordinates were scaled from a topographic map and have
 DU1533.an estimated accuracy of +/- 6 seconds.
 DU1533
 DU1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1533.The vertical order pertains to the NGVD 29 superseded value.
 DU1533
 DU1533.The geoid height was determined by GEOID03.
 DU1533
 DU1533;                    North         East    Units  Estimated Accuracy
 DU1533;SPC AZ C     -   261,030.      255,660.      MT  (+/- 180 meters Scaled)
 DU1533
 DU1533                          SUPERSEDED SURVEY CONTROL
 DU1533
 DU1533  NGVD 29 (??/??/92)  540.091  (m)         1771.95   (f) ADJ UNCH    1 1
 DU1533
 DU1533.Superseded values are not recommended for survey control.
 DU1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1533.See file dsdata.txt to determine how the superseded data were derived.
 DU1533
 DU1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB569905(NAD 83)
 DU1533_MARKER: DD = SURVEY DISK
 DU1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1533_SP_SET: CULVERT
 DU1533_STAMPING: 1771.55 1132+00 1930
 DU1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1533+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2007
 DU1533
 DU1533  HISTORY     - Date     Condition        Report By
 DU1533  HISTORY     - 1930     MONUMENTED       AZHD
 DU1533  HISTORY     - 1975     GOOD             NGS
 DU1533  HISTORY     - 20070117 GOOD             GEOCAC
 DU1533
 DU1533                          STATION DESCRIPTION
 DU1533
 DU1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1533'6.2 MI SE FROM APACHE JUNCTION.
 DU1533'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1533'JUNCTION OF STATE HWY. 88 AT APACHE JUNCTION, AT MILE POST 202.35, AN
 DU1533'ARIZONA HWY. DEPT. DISK STAMPED 1771.55 1132+00 1930.  THE STATION IS
 DU1533'SET IN A CULVERT HEADWALL OF AN 8 FOOT CULVERT AND IS 30 FEET
 DU1533'SOUTHWEST OF HWY. CENTERLINE.  SECTION 7, T 1S, R 9E.
 DU1533
 DU1533                          STATION RECOVERY (2007)
 DU1533
 DU1533'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1533'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS 30 FT. NORTHEAST OF
 DU1533'THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1532 ***********************************************************************
 DU1532  DESIGNATION -  1774.27
 DU1532  PID         -  DU1532
 DU1532  STATE/COUNTY-  AZ/PINAL
 DU1532  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1532
 DU1532                         *CURRENT SURVEY CONTROL
 DU1532  ___________________________________________________________________
 DU1532* NAD 83(1986)-  33 21 18.     (N)    111 27 56.     (W)     SCALED    
 DU1532* NAVD 88     -       541.48   (+/-2cm)    1776.5    (feet)  VERTCON   
 DU1532  ___________________________________________________________________
 DU1532  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DU1532  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1532
 DU1532.The horizontal coordinates were scaled from a topographic map and have
 DU1532.an estimated accuracy of +/- 6 seconds.
 DU1532
 DU1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1532.The vertical order pertains to the NGVD 29 superseded value.
 DU1532
 DU1532.The geoid height was determined by GEOID03.
 DU1532
 DU1532;                    North         East    Units  Estimated Accuracy
 DU1532;SPC AZ C     -   261,210.      255,340.      MT  (+/- 180 meters Scaled)
 DU1532
 DU1532                          SUPERSEDED SURVEY CONTROL
 DU1532
 DU1532  NGVD 29 (??/??/92)  540.926  (m)         1774.69   (f) ADJ UNCH    1 1
 DU1532
 DU1532.Superseded values are not recommended for survey control.
 DU1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1532.See file dsdata.txt to determine how the superseded data were derived.
 DU1532
 DU1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB566907(NAD 83)
 DU1532_MARKER: DD = SURVEY DISK
 DU1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1532_SP_SET: CULVERT
 DU1532_STAMPING: 1171+07 1774.27 1930
 DU1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1532
 DU1532  HISTORY     - Date     Condition        Report By
 DU1532  HISTORY     - 1930     MONUMENTED       AZHD
 DU1532  HISTORY     - 1930     GOOD             NGS
 DU1532  HISTORY     - 20070307 MARK NOT FOUND   GEOCAC
 DU1532
 DU1532                          STATION DESCRIPTION
 DU1532
 DU1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 DU1532'6 MI SE FROM APACHE JUNCTION.
 DU1532'ABOUT 6 MILES SOUTHEAST ALONG U.S. HWY. 60, 80 AND 89 FROM THE
 DU1532'JUNCTION OF ARIZONA HWY. 88 OF APACHE JUNCTION AT MILE POST 202.15, ON
 DU1532'ARIZONA HWY. DEPARTMENT DISK STAMPED 1171+07 1774.22 1930.  THE MARK
 DU1532'IS SET IN THE CULVERT HEADWALL OF A 3 FOOT CULVERT AND IS 75 FEET WEST
 DU1532'SOUTHWEST OF THE HWY. CENTERLINE.  SECTION 7, T 1S, R 9E.
 DU1532
 DU1532                          STATION RECOVERY (2007)
 DU1532
 DU1532'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1532'A CULVERT WAS FOUND AT THE DESCRIBED LOCATION, BUT THERE IS NO MARK ON
 DU1532'IT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1534 ***********************************************************************
 DU1534  DESIGNATION -  1775.47
 DU1534  PID         -  DU1534
 DU1534  STATE/COUNTY-  AZ/PINAL
 DU1534  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU1534
 DU1534                         *CURRENT SURVEY CONTROL
 DU1534  ___________________________________________________________________
 DU1534* NAD 83(1986)-  33 21 12.     (N)    111 27 44.     (W)     SCALED    
 DU1534* NAVD 88     -       541.71   (+/-2cm)    1777.3    (feet)  VERTCON   
 DU1534  ___________________________________________________________________
 DU1534  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU1534  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1534
 DU1534.The horizontal coordinates were scaled from a topographic map and have
 DU1534.an estimated accuracy of +/- 6 seconds.
 DU1534
 DU1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1534.The vertical order pertains to the NGVD 29 superseded value.
 DU1534
 DU1534.The geoid height was determined by GEOID03.
 DU1534
 DU1534;                    North         East    Units  Estimated Accuracy
 DU1534;SPC AZ C     -   261,030.      255,660.      MT  (+/- 180 meters Scaled)
 DU1534
 DU1534                          SUPERSEDED SURVEY CONTROL
 DU1534
 DU1534  NGVD 29 (??/??/92)  541.153  (m)         1775.43   (f) ADJ UNCH    1 1
 DU1534
 DU1534.Superseded values are not recommended for survey control.
 DU1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1534.See file dsdata.txt to determine how the superseded data were derived.
 DU1534
 DU1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB569905(NAD 83)
 DU1534_MARKER: DD = SURVEY DISK
 DU1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1534_SP_SET: CULVERT
 DU1534_STAMPING: 1775.47
 DU1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1534+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2007
 DU1534
 DU1534  HISTORY     - Date     Condition        Report By
 DU1534  HISTORY     - UNK      MONUMENTED       AZHD
 DU1534  HISTORY     - 1975     GOOD             NGS
 DU1534  HISTORY     - 20070117 GOOD             GEOCAC
 DU1534
 DU1534                          STATION DESCRIPTION
 DU1534
 DU1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1534'6.2 MI SE FROM APACHE JUNCTION.
 DU1534'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE
 DU1534'JUNCTION OF STATE HWY. 88 AT APACHE JUNCTION, AT MILE POST 202.35, AN
 DU1534'ARIZONA HWY. DEPT DISK STAMPED 1775.47.  THE MARK IS SET IN A CULVERT
 DU1534'HEADWALL OF A FOOT CULVERT AND IS 30 FEET NORTHEAST OF HWY.
 DU1534'CENTERLINE.  SECTION 7, T 1S, R 9E.
 DU1534
 DU1534                          STATION RECOVERY (2007)
 DU1534
 DU1534'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1534'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS 30 FT. SOUTHWEST OF
 DU1534'THE CENTERLINE OF THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1544 ***********************************************************************
 CZ1544  DESIGNATION -  1776.77
 CZ1544  PID         -  CZ1544
 CZ1544  STATE/COUNTY-  AZ/PINAL
 CZ1544  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1544
 CZ1544                         *CURRENT SURVEY CONTROL
 CZ1544  ___________________________________________________________________
 CZ1544* NAD 83(1986)-  32 39 12.     (N)    111 24 14.     (W)     SCALED    
 CZ1544* NAVD 88     -       541.98   (+/-2cm)    1778.1    (feet)  VERTCON   
 CZ1544  ___________________________________________________________________
 CZ1544  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ1544  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1544
 CZ1544.The horizontal coordinates were scaled from a topographic map and have
 CZ1544.an estimated accuracy of +/- 6 seconds.
 CZ1544
 CZ1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1544.The vertical order pertains to the NGVD 29 superseded value.
 CZ1544
 CZ1544.The geoid height was determined by GEOID03.
 CZ1544
 CZ1544;                    North         East    Units  Estimated Accuracy
 CZ1544;SPC AZ C     -   183,430.      261,460.      MT  (+/- 180 meters Scaled)
 CZ1544
 CZ1544                          SUPERSEDED SURVEY CONTROL
 CZ1544
 CZ1544  NGVD 29 (??/??/92)  541.386  (m)         1776.20   (f) ADJ UNCH    1 2
 CZ1544
 CZ1544.Superseded values are not recommended for survey control.
 CZ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1544.See file dsdata.txt to determine how the superseded data were derived.
 CZ1544
 CZ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB621129(NAD 83)
 CZ1544_MARKER: DD = SURVEY DISK
 CZ1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1544_STAMPING: 1776.77
 CZ1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1544+STABILITY: SURFACE MOTION
 CZ1544
 CZ1544  HISTORY     - Date     Condition        Report By
 CZ1544  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1544  HISTORY     - 1975     GOOD             AZDT
 CZ1544
 CZ1544                          STATION DESCRIPTION
 CZ1544
 CZ1544'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1544'6.5 MI SE FROM PICACHO.
 CZ1544'FROM MILEPOST 219, I-10, EAST ON THE INTERSTATE FOR 0.05 MILES AND TO
 CZ1544'THE STATION ON THE RIGHT.  UNDER THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1544'AND M SURVEY SIGN.  3 FT. EAST OF AN ANGLE IRON.  AN AHD BRASS CAP,
 CZ1544'SET IN AN 8 IN. CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0112 ***********************************************************************
 DA0112  DESIGNATION -  1778.89
 DA0112  PID         -  DA0112
 DA0112  STATE/COUNTY-  AZ/MARICOPA
 DA0112  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0112
 DA0112                         *CURRENT SURVEY CONTROL
 DA0112  ___________________________________________________________________
 DA0112* NAD 83(1986)-  32 50 52.     (N)    112 18 12.     (W)     SCALED    
 DA0112* NAVD 88     -       542.90   (+/-2cm)    1781.2    (feet)  VERTCON   
 DA0112  ___________________________________________________________________
 DA0112  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0112
 DA0112.The horizontal coordinates were scaled from a topographic map and have
 DA0112.an estimated accuracy of +/- 6 seconds.
 DA0112
 DA0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0112.The vertical order pertains to the NGVD 29 superseded value.
 DA0112
 DA0112.The geoid height was determined by GEOID03.
 DA0112
 DA0112;                    North         East    Units  Estimated Accuracy
 DA0112;SPC AZ C     -   204,940.      177,170.      MT  (+/- 180 meters Scaled)
 DA0112
 DA0112                          SUPERSEDED SURVEY CONTROL
 DA0112
 DA0112  NGVD 29 (??/??/92)  542.248  (m)         1779.03   (f) ADJ UNCH    2 0
 DA0112
 DA0112.Superseded values are not recommended for survey control.
 DA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0112.See file dsdata.txt to determine how the superseded data were derived.
 DA0112
 DA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB780351(NAD 83)
 DA0112_MARKER: DD = SURVEY DISK
 DA0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0112_SP_SET: BRIDGE
 DA0112_STAMPING: 1778.89 1308+62 1959
 DA0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0112
 DA0112  HISTORY     - Date     Condition        Report By
 DA0112  HISTORY     - 1959     MONUMENTED       AZHD
 DA0112  HISTORY     - 1960     GOOD             NGS
 DA0112
 DA0112                          STATION DESCRIPTION
 DA0112
 DA0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0112'20.1 MI W FROM STANFIELD.
 DA0112'20.1 MILES WEST OF STANFIELD POST OFFICE ON STATE HIGHWAY 84, 0.2 MILE
 DA0112'EAST OF MILEPOST 145, 25 FEET NORTH OF CENTER LINE OF HIGHWAY IN
 DA0112'CENTER OF NORTH HEADWALL OF CONCRETE BRIDGE OF WESTBOUND TRAFFIC LANE,
 DA0112'1 FOOT HIGHER THAN HIGHWAY, SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0118 ***********************************************************************
 DA0118  DESIGNATION -  1779.67
 DA0118  PID         -  DA0118
 DA0118  STATE/COUNTY-  AZ/MARICOPA
 DA0118  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0118
 DA0118                         *CURRENT SURVEY CONTROL
 DA0118  ___________________________________________________________________
 DA0118* NAD 83(1986)-  32 51 08.     (N)    112 21 49.     (W)     SCALED    
 DA0118* NAVD 88     -       543.14   (+/-2cm)    1782.0    (feet)  VERTCON   
 DA0118  ___________________________________________________________________
 DA0118  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DA0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0118
 DA0118.The horizontal coordinates were scaled from a topographic map and have
 DA0118.an estimated accuracy of +/- 6 seconds.
 DA0118
 DA0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0118.The vertical order pertains to the NGVD 29 superseded value.
 DA0118
 DA0118.The geoid height was determined by GEOID03.
 DA0118
 DA0118;                    North         East    Units  Estimated Accuracy
 DA0118;SPC AZ C     -   205,450.      171,530.      MT  (+/- 180 meters Scaled)
 DA0118
 DA0118                          SUPERSEDED SURVEY CONTROL
 DA0118
 DA0118  NGVD 29 (??/??/92)  542.48   (m)         1779.8    (f) COMPUTED    2 0
 DA0118
 DA0118.Superseded values are not recommended for survey control.
 DA0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0118.See file dsdata.txt to determine how the superseded data were derived.
 DA0118
 DA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB724357(NAD 83)
 DA0118_MARKER: DD = SURVEY DISK
 DA0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0118_SP_SET: HEADWALL
 DA0118_STAMPING: 1779-67 1122+47 1959
 DA0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0118
 DA0118  HISTORY     - Date     Condition        Report By
 DA0118  HISTORY     - 1959     MONUMENTED       AZHD
 DA0118  HISTORY     - 1960     GOOD             NGS
 DA0118
 DA0118                          STATION DESCRIPTION
 DA0118
 DA0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0118'23.5 MI W FROM STANFIELD.
 DA0118'23.5 MILES WEST OF STANFIELD, 0.1 MILE WEST OF MILEPOST 142, 25 FEET
 DA0118'NORTH OF CENTERLINE OF HIGHWAY IN CENTER OF NORTH HEADWALL, 6 INCHES
 DA0118'HIGHER THAN HIGHWAY.  MARK IS CEMENTED IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0507 ***********************************************************************
 GQ0507  DESIGNATION -  178 DOR
 GQ0507  PID         -  GQ0507
 GQ0507  STATE/COUNTY-  AZ/MOHAVE
 GQ0507  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0507
 GQ0507                         *CURRENT SURVEY CONTROL
 GQ0507  ___________________________________________________________________
 GQ0507* NAD 83(1986)-  36 18 03.     (N)    113 43 18.     (W)     SCALED    
 GQ0507* NAVD 88     -      1371.474  (meters)    4499.58   (feet)  POSTED    
 GQ0507  ___________________________________________________________________
 GQ0507  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 GQ0507  DYNAMIC HT  -        1369.890 (meters)    4494.38  (feet)  COMP
 GQ0507  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 GQ0507
 GQ0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0507
 GQ0507.The horizontal coordinates were scaled from a topographic map and have
 GQ0507.an estimated accuracy of +/- 6 seconds.
 GQ0507
 GQ0507.The orthometric height was determined by differential leveling
 GQ0507.and adjusted by the  in 1992.
 GQ0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0507.rate of 0.0 thru 1.0 mm/km.
 GQ0507
 GQ0507.The geoid height was determined by GEOID03.
 GQ0507
 GQ0507.The dynamic height is computed by dividing the NAVD 88
 GQ0507.geopotential number by the normal gravity value computed on the
 GQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0507.degrees latitude (g = 980.6199 gals.).
 GQ0507
 GQ0507.The modeled gravity was interpolated from observed gravity values.
 GQ0507
 GQ0507;                    North         East    Units  Estimated Accuracy
 GQ0507;SPC AZ W     -   587,910.      215,910.      MT  (+/- 180 meters Scaled)
 GQ0507
 GQ0507                          SUPERSEDED SURVEY CONTROL
 GQ0507
 GQ0507.No superseded survey control is available for this station.
 GQ0507
 GQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF556207(NAD 83)
 GQ0507_MARKER: DB = BENCH MARK DISK
 GQ0507_SETTING: 80 = SET IN A BOULDER
 GQ0507_SP_SET: BOULDER
 GQ0507_STAMPING: 178 DOR 1970 4497
 GQ0507_MARK LOGO: USGS  
 GQ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0507+STABILITY: SURFACE MOTION
 GQ0507
 GQ0507  HISTORY     - Date     Condition        Report By
 GQ0507  HISTORY     - 1970     MONUMENTED       USGS
 GQ0507
 GQ0507                          STATION DESCRIPTION
 GQ0507
 GQ0507'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0507'131.3 KM (81.60 MI) SSW FROM ST GEORGE UT.
 GQ0507'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0507'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0507'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0507'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0507'PIGEON CANYON ROAD, THENCE 9.5 MILES SOUTHWEST, 94 FEET SOUTH OF THE
 GQ0507'ROAD, IN A MALPAIS BOULDER PROJECTING 1 FOOT.
 GQ0507'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0507'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1541 ***********************************************************************
 DU1541  DESIGNATION -  178+85
 DU1541  PID         -  DU1541
 DU1541  STATE/COUNTY-  AZ/MARICOPA
 DU1541  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1541
 DU1541                         *CURRENT SURVEY CONTROL
 DU1541  ___________________________________________________________________
 DU1541* NAD 83(1986)-  33 30 00.     (N)    111 41 02.     (W)     SCALED    
 DU1541* NAVD 88     -       456.96   (+/-2cm)    1499.2    (feet)  VERTCON   
 DU1541  ___________________________________________________________________
 DU1541  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1541  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1541
 DU1541.The horizontal coordinates were scaled from a topographic map and have
 DU1541.an estimated accuracy of +/- 6 seconds.
 DU1541
 DU1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1541.The vertical order pertains to the NGVD 29 superseded value.
 DU1541
 DU1541.The geoid height was determined by GEOID03.
 DU1541
 DU1541;                    North         East    Units  Estimated Accuracy
 DU1541;SPC AZ C     -   277,230.      234,990.      MT  (+/- 180 meters Scaled)
 DU1541
 DU1541                          SUPERSEDED SURVEY CONTROL
 DU1541
 DU1541  NGVD 29 (??/??/92)  456.375  (m)         1497.29   (f) ADJ UNCH    1 1
 DU1541
 DU1541.Superseded values are not recommended for survey control.
 DU1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1541.See file dsdata.txt to determine how the superseded data were derived.
 DU1541
 DU1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364069(NAD 83)
 DU1541_MARKER: DD = SURVEY DISK
 DU1541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1541_SP_SET: CULVERT
 DU1541_STAMPING: 178+85
 DU1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1541+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 DU1541
 DU1541  HISTORY     - Date     Condition        Report By
 DU1541  HISTORY     - UNK      MONUMENTED       AZHD
 DU1541  HISTORY     - 1975     GOOD             NGS
 DU1541  HISTORY     - 20061016 GOOD             GEOCAC
 DU1541
 DU1541                          STATION DESCRIPTION
 DU1541
 DU1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1541'14.47 MI NE FROM MESA.
 DU1541'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1541'MESA TO BUSH HWY., THENCE NORTH ALONG BUSH HWY. FOR 3.4 MILES TO
 DU1541'MCDOWELL ROAD, CONTINUE NORTH ON BUSH HWY. FROM MCDOWELL FOR 2.37
 DU1541'MILES TO STATION ON THE RIGHT (EAST).  THE STATION IS A AHD DISK SET
 DU1541'IN THE TOP AND CENTER OF A CONCRETE CULVERT HEADWALL AND IS 25 FEET
 DU1541'EAST OF THE CENTERLINE OF BUSH HWY.  SECTION 19, T 2N, R 7E.
 DU1541
 DU1541                          STATION RECOVERY (2006)
 DU1541
 DU1541'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0176 ***********************************************************************
 DA0176  DESIGNATION -  1781.2
 DA0176  PID         -  DA0176
 DA0176  STATE/COUNTY-  AZ/PINAL
 DA0176  USGS QUAD   -  KOHATK (1981)
 DA0176
 DA0176                         *CURRENT SURVEY CONTROL
 DA0176  ___________________________________________________________________
 DA0176* NAD 83(1986)-  32 31 44.     (N)    112 03 48.     (W)     SCALED    
 DA0176* NAVD 88     -       543.53   (+/-2cm)    1783.2    (feet)  VERTCON   
 DA0176  ___________________________________________________________________
 DA0176  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0176
 DA0176.The horizontal coordinates were scaled from a topographic map and have
 DA0176.an estimated accuracy of +/- 6 seconds.
 DA0176
 DA0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0176.The vertical order pertains to the NGVD 29 superseded value.
 DA0176
 DA0176.The geoid height was determined by GEOID03.
 DA0176
 DA0176;                    North         East    Units  Estimated Accuracy
 DA0176;SPC AZ C     -   169,520.      199,580.      MT  (+/- 180 meters Scaled)
 DA0176
 DA0176                          SUPERSEDED SURVEY CONTROL
 DA0176
 DA0176  NGVD 29 (??/??/92)  542.891  (m)         1781.13   (f) ADJ UNCH    2 0
 DA0176
 DA0176.Superseded values are not recommended for survey control.
 DA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0176.See file dsdata.txt to determine how the superseded data were derived.
 DA0176
 DA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA001995(NAD 83)
 DA0176_MARKER: B = BOLT
 DA0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0176+STABILITY: SURFACE MOTION
 DA0176
 DA0176  HISTORY     - Date     Condition        Report By
 DA0176  HISTORY     - UNK      MONUMENTED       USGS
 DA0176  HISTORY     - 1952     GOOD             NGS
 DA0176
 DA0176                          STATION DESCRIPTION
 DA0176
 DA0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0176'5.8 MI SW FROM QUAJOTE.
 DA0176'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0176'VILLAGE OF QUAJOTE, THENCE 3.2 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0176'ABOUT 0.2 MILE SOUTHWEST OF B.M. F300, ABOUT 95 YARDS NORTHEAST OF A
 DA0176'JOG IN THE ROAD, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 DA0176'AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 DA0176'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0074 ***********************************************************************
 EU0074  DESIGNATION -  1783.30
 EU0074  PID         -  EU0074
 EU0074  STATE/COUNTY-  AZ/MOHAVE
 EU0074  USGS QUAD   -  YUCCA (1970)
 EU0074
 EU0074                         *CURRENT SURVEY CONTROL
 EU0074  ___________________________________________________________________
 EU0074* NAD 83(1986)-  34 50 59.     (N)    114 08 46.     (W)     SCALED    
 EU0074* NAVD 88     -       544.240  (meters)    1785.56   (feet)  ADJUSTED  
 EU0074  ___________________________________________________________________
 EU0074  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 EU0074  DYNAMIC HT  -         543.634 (meters)    1783.57  (feet)  COMP
 EU0074  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 EU0074  OBS GRAVITY -     979,497.6   (mgal)                       GRAV_OBS
 EU0074
 EU0074  VERT ORDER  -  FIRST     CLASS II
 EU0074
 EU0074.The horizontal coordinates were scaled from a topographic map and have
 EU0074.an estimated accuracy of +/- 6 seconds.
 EU0074
 EU0074.The orthometric height was determined by differential leveling
 EU0074.and adjusted in June 1991.
 EU0074
 EU0074.The geoid height was determined by GEOID03.
 EU0074
 EU0074.The dynamic height is computed by dividing the NAVD 88
 EU0074.geopotential number by the normal gravity value computed on the
 EU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0074.degrees latitude (g = 980.6199 gals.).
 EU0074
 EU0074.The modeled gravity was interpolated from observed gravity values.
 EU0074.The observed gravity was obtained from relative gravimeter ties
 EU0074.to the IGSN71 gravity network.
 EU0074
 EU0074;                    North         East    Units  Estimated Accuracy
 EU0074;SPC AZ W     -   426,990.      177,140.      MT  (+/- 180 meters Scaled)
 EU0074
 EU0074                          SUPERSEDED SURVEY CONTROL
 EU0074
 EU0074  NGVD 29 (??/??/??)  543.517  (m)         1783.19   (f) ADJUSTED    1 2
 EU0074
 EU0074.Superseded values are not recommended for survey control.
 EU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0074.See file dsdata.txt to determine how the superseded data were derived.
 EU0074
 EU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609600(NAD 83)
 EU0074_MARKER: DD = SURVEY DISK
 EU0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0074_STAMPING: 1783.30 1273X20 1951
 EU0074_MARK LOGO: AZHD  
 EU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0074+STABILITY: SURFACE MOTION
 EU0074
 EU0074  HISTORY     - Date     Condition        Report By
 EU0074  HISTORY     - 1951     MONUMENTED       AZHD
 EU0074  HISTORY     - 1961     GOOD             NGS
 EU0074  HISTORY     - 1981     GOOD             NGS
 EU0074  HISTORY     - 1981     GOOD             NGS
 EU0074
 EU0074                          STATION DESCRIPTION
 EU0074
 EU0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0074'1.9 MI S FROM YUCCA.
 EU0074'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0074'THENCE 1.6 MILES SOUTH ALONG U.S. HIGHWAY 66, AT THE JUNCTION
 EU0074'OF A ROAD EAST TO THE ANTLERS MINE, SET IN THE TOP AND APPROXIMATE
 EU0074'CENTER OF THE EAST HEADWALL OF A 15 FOOT CONCRETE BOX CULVERT
 EU0074'WITH 2 OPENINGS, 22 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 EU0074'66, AND ABOUT LEVEL WITH THE HIGHWAY.
 EU0074
 EU0074                          STATION RECOVERY (1981)
 EU0074
 EU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0074'1.7 KM (1.05 MI) SOUTHEAST ALONG THE SOUTH-BOUND LANES OF INTERSTATE
 EU0074'HIGHWAY 40 FROM THE JUNCTION OF ALAMO ROAD IN YUCCA, SET IN THE TOP
 EU0074'CENTER OF THE EAST HEADWALL OF A 15-FOOT CONCRETE BOX CULVERT WITH TWO
 EU0074'OPENINGS UNDER THE HIGHWAY, 6.7 METERS (22.0 FT) EAST OF THE
 EU0074'CENTERLINE OF THE SOUTH-BOUND LANES.
 EU0074'THE MARK IS 0.3 M BELOW THE SOUTH-BOUND LANES.
 EU0074
 EU0074                          STATION RECOVERY (1981)
 EU0074
 EU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1145 ***********************************************************************
 DA1145  DESIGNATION -  1785+17.0
 DA1145  PID         -  DA1145
 DA1145  STATE/COUNTY-  AZ/YUMA
 DA1145  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1145
 DA1145                         *CURRENT SURVEY CONTROL
 DA1145  ___________________________________________________________________
 DA1145* NAD 83(1986)-  32 43 50.     (N)    113 44 50.     (W)     SCALED    
 DA1145* NAVD 88     -       161.23   (+/-2cm)     529.0    (feet)  VERTCON   
 DA1145  ___________________________________________________________________
 DA1145  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1145
 DA1145.The horizontal coordinates were scaled from a topographic map and have
 DA1145.an estimated accuracy of +/- 6 seconds.
 DA1145
 DA1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1145.The vertical order pertains to the NGVD 29 superseded value.
 DA1145
 DA1145.The geoid height was determined by GEOID03.
 DA1145
 DA1145;                    North         East    Units  Estimated Accuracy
 DA1145;SPC AZ W     -   191,880.      213,620.      MT  (+/- 180 meters Scaled)
 DA1145
 DA1145                          SUPERSEDED SURVEY CONTROL
 DA1145
 DA1145  NGVD 29 (??/??/92)  160.590  (m)          526.87   (f) ADJ UNCH    2 0
 DA1145
 DA1145.Superseded values are not recommended for survey control.
 DA1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1145.See file dsdata.txt to determine how the superseded data were derived.
 DA1145
 DA1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB425247(NAD 83)
 DA1145_MARKER: DD = SURVEY DISK
 DA1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1145_SP_SET: CULVERT
 DA1145_STAMPING: 1985 + 17.0 526.78 1936
 DA1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1145
 DA1145  HISTORY     - Date     Condition        Report By
 DA1145  HISTORY     - 1936     MONUMENTED       AZHD
 DA1145  HISTORY     - 1960     GOOD             NGS
 DA1145  HISTORY     - 20090206 GOOD             GEOCAC
 DA1145
 DA1145                          STATION DESCRIPTION
 DA1145
 DA1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1145'0.45 MI E FROM MOHAWK.
 DA1145'0.45 MILE EAST ON ABANDONED HIGHWAY 80 FROM MOHAWK, 0.05 MILE WEST OF
 DA1145'MILE POLE 57, 16 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN
 DA1145'THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 DA1145
 DA1145                          STATION RECOVERY (2009)
 DA1145
 DA1145'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1145'RECOVERED IN GOOD CONDITION. THE CULVERT AND MARK ARE ALONG THE
 DA1145'OLD ROADBED NORTH OF THE CURRENT HIGHWAY.  HANDHELD GPSR (HH2)
 DA1145'INDICATED COORDINATES OF N 32 43' 50.8 W 113 44' 50.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0493 ***********************************************************************
 DU0493  DESIGNATION -  1785.48
 DU0493  PID         -  DU0493
 DU0493  STATE/COUNTY-  AZ/PINAL
 DU0493  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0493
 DU0493                         *CURRENT SURVEY CONTROL
 DU0493  ___________________________________________________________________
 DU0493* NAD 83(1986)-  33 20 50.     (N)    111 27 12.     (W)     SCALED    
 DU0493* NAVD 88     -       544.89   (+/-2cm)    1787.7    (feet)  VERTCON   
 DU0493  ___________________________________________________________________
 DU0493  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DU0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0493
 DU0493.The horizontal coordinates were scaled from a topographic map and have
 DU0493.an estimated accuracy of +/- 6 seconds.
 DU0493
 DU0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0493.The vertical order pertains to the NGVD 29 superseded value.
 DU0493
 DU0493.The geoid height was determined by GEOID03.
 DU0493
 DU0493;                    North         East    Units  Estimated Accuracy
 DU0493;SPC AZ C     -   260,350.      256,490.      MT  (+/- 180 meters Scaled)
 DU0493
 DU0493                          SUPERSEDED SURVEY CONTROL
 DU0493
 DU0493  NGVD 29 (??/??/92)  544.344  (m)         1785.90   (f) ADJ UNCH    2 0
 DU0493
 DU0493.Superseded values are not recommended for survey control.
 DU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0493.See file dsdata.txt to determine how the superseded data were derived.
 DU0493
 DU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB578898(NAD 83)
 DU0493_MARKER: DD = SURVEY DISK
 DU0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0493_SP_SET: GUARDRAIL
 DU0493_STAMPING: 1785.48 1219+15.5 1930
 DU0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0493
 DU0493  HISTORY     - Date     Condition        Report By
 DU0493  HISTORY     - 1930     MONUMENTED       AZHD
 DU0493  HISTORY     - 1935     GOOD             NGS
 DU0493  HISTORY     - 20061227 MARK NOT FOUND   GEOCAC
 DU0493
 DU0493                          STATION DESCRIPTION
 DU0493
 DU0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0493'7.3 MI SE FROM APACHE JUNCTION.
 DU0493'7.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0493'CONCRETE BRIDGE AND IN THE TOP OF THE WEST END POST OF THE NORTH
 DU0493'GUARDRAIL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DU0493'1785.48 1219+15.5 1930.
 DU0493
 DU0493                          STATION RECOVERY (2006)
 DU0493
 DU0493'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0493'THE ORIGINAL GUARDRAIL HAS BEEN REPLACED WITH A SOLID CONCRETE WALL.
 DU0493'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0346 ***********************************************************************
 DA0346  DESIGNATION -  1786.63
 DA0346  PID         -  DA0346
 DA0346  STATE/COUNTY-  AZ/PIMA
 DA0346  USGS QUAD   -  ARMENTA WELL (1990)
 DA0346
 DA0346                         *CURRENT SURVEY CONTROL
 DA0346  ___________________________________________________________________
 DA0346* NAD 83(1986)-  32 11 42.     (N)    112 45 37.     (W)     SCALED    
 DA0346* NAVD 88     -       544.82   (+/-2cm)    1787.5    (feet)  VERTCON   
 DA0346  ___________________________________________________________________
 DA0346  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0346
 DA0346.The horizontal coordinates were scaled from a topographic map and have
 DA0346.an estimated accuracy of +/- 6 seconds.
 DA0346
 DA0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0346.The vertical order pertains to the NGVD 29 superseded value.
 DA0346
 DA0346.The geoid height was determined by GEOID03.
 DA0346
 DA0346;                    North         East    Units  Estimated Accuracy
 DA0346;SPC AZ C     -   132,800.      133,820.      MT  (+/- 180 meters Scaled)
 DA0346
 DA0346                          SUPERSEDED SURVEY CONTROL
 DA0346
 DA0346  NGVD 29 (??/??/92)  544.091  (m)         1785.07   (f) ADJ UNCH    1 2
 DA0346
 DA0346.Superseded values are not recommended for survey control.
 DA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0346.See file dsdata.txt to determine how the superseded data were derived.
 DA0346
 DA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA340634(NAD 83)
 DA0346_MARKER: DD = SURVEY DISK
 DA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0346_STAMPING: 1786.63 1179+00.00
 DA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0346+STABILITY: SURFACE MOTION
 DA0346
 DA0346  HISTORY     - Date     Condition        Report By
 DA0346  HISTORY     - UNK      MONUMENTED       USDA
 DA0346  HISTORY     - 1953     GOOD             NGS
 DA0346  HISTORY     - 1981     GOOD             NGS
 DA0346  HISTORY     - 19970305 GOOD             USPSQD
 DA0346
 DA0346                          STATION DESCRIPTION
 DA0346
 DA0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0346'16.15 MI SE FROM AJO.
 DA0346'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0346'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0346'HIGHWAY 86, THENCE 5.25 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.3
 DA0346'MILE SOUTH OF AN ENTRANCE TO THE ORGAN PIPE CACTUS NATIONAL MONUMENT,
 DA0346'175 FEET NORTHWEST OF THE CENTER OF A DIP IN THE HIGHWAY, 100 FEET
 DA0346'WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTHEAST OF THE CENTER
 DA0346'LINE OF A DIM TRACK ROAD, 2.8 FEET NORTH OF A WITNESS POST, ABOUT
 DA0346'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0346'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0346
 DA0346                          STATION RECOVERY (1981)
 DA0346
 DA0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0346'RECOVERED IN GOOD CONDITION.
 DA0346
 DA0346                          STATION RECOVERY (1997)
 DA0346
 DA0346'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0347 ***********************************************************************
 DA0347  DESIGNATION -  1788.57
 DA0347  PID         -  DA0347
 DA0347  STATE/COUNTY-  AZ/PIMA
 DA0347  USGS QUAD   -  ARMENTA WELL (1990)
 DA0347
 DA0347                         *CURRENT SURVEY CONTROL
 DA0347  ___________________________________________________________________
 DA0347* NAD 83(1986)-  32 11 42.     (N)    112 45 37.     (W)     SCALED    
 DA0347* NAVD 88     -       545.41   (+/-2cm)    1789.4    (feet)  VERTCON   
 DA0347  ___________________________________________________________________
 DA0347  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA0347  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0347
 DA0347.The horizontal coordinates were scaled from a topographic map and have
 DA0347.an estimated accuracy of +/- 6 seconds.
 DA0347
 DA0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0347.The vertical order pertains to the NGVD 29 superseded value.
 DA0347
 DA0347.The geoid height was determined by GEOID03.
 DA0347
 DA0347;                    North         East    Units  Estimated Accuracy
 DA0347;SPC AZ C     -   132,800.      133,820.      MT  (+/- 180 meters Scaled)
 DA0347
 DA0347                          SUPERSEDED SURVEY CONTROL
 DA0347
 DA0347  NGVD 29 (??/??/92)  544.682  (m)         1787.01   (f) ADJ UNCH    1 2
 DA0347
 DA0347.Superseded values are not recommended for survey control.
 DA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0347.See file dsdata.txt to determine how the superseded data were derived.
 DA0347
 DA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA340634(NAD 83)
 DA0347_MARKER: DD = SURVEY DISK
 DA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0347_STAMPING: 1788.57 1 1179+00.00
 DA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0347+STABILITY: SURFACE MOTION
 DA0347
 DA0347  HISTORY     - Date     Condition        Report By
 DA0347  HISTORY     - UNK      MONUMENTED       USDA
 DA0347  HISTORY     - 1953     GOOD             NGS
 DA0347  HISTORY     - 1981     GOOD             NGS
 DA0347  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 DA0347
 DA0347                          STATION DESCRIPTION
 DA0347
 DA0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0347'16.15 MI SE FROM AJO.
 DA0347'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0347'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0347'HIGHWAY 86, THENCE 5.25 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.3
 DA0347'MILE SOUTH OF AN ENTRANCE TO THE ORGAN PIPE CACTUS NATIONAL MONUMENT,
 DA0347'175 FEET NORTHEAST OF THE CENTER OF A DIP IN THE HIGHWAY, 200 FEET
 DA0347'EAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTH OF A WITNESS
 DA0347'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DA0347'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0347
 DA0347                          STATION RECOVERY (1981)
 DA0347
 DA0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0347'RECOVERED IN GOOD CONDITION.
 DA0347
 DA0347                          STATION RECOVERY (1997)
 DA0347
 DA0347'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0508 ***********************************************************************
 GQ0508  DESIGNATION -  179 DOR
 GQ0508  PID         -  GQ0508
 GQ0508  STATE/COUNTY-  AZ/MOHAVE
 GQ0508  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0508
 GQ0508                         *CURRENT SURVEY CONTROL
 GQ0508  ___________________________________________________________________
 GQ0508* NAD 83(1986)-  36 18 08.     (N)    113 44 23.     (W)     SCALED    
 GQ0508* NAVD 88     -      1335.069  (meters)    4380.14   (feet)  POSTED    
 GQ0508  ___________________________________________________________________
 GQ0508  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 GQ0508  DYNAMIC HT  -        1333.540 (meters)    4375.12  (feet)  COMP
 GQ0508  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 GQ0508
 GQ0508  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0508
 GQ0508.The horizontal coordinates were scaled from a topographic map and have
 GQ0508.an estimated accuracy of +/- 6 seconds.
 GQ0508
 GQ0508.The orthometric height was determined by differential leveling
 GQ0508.and adjusted by the  in 1992.
 GQ0508.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0508.rate of 0.0 thru 1.0 mm/km.
 GQ0508
 GQ0508.The geoid height was determined by GEOID03.
 GQ0508
 GQ0508.The dynamic height is computed by dividing the NAVD 88
 GQ0508.geopotential number by the normal gravity value computed on the
 GQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0508.degrees latitude (g = 980.6199 gals.).
 GQ0508
 GQ0508.The modeled gravity was interpolated from observed gravity values.
 GQ0508
 GQ0508;                    North         East    Units  Estimated Accuracy
 GQ0508;SPC AZ W     -   588,060.      214,280.      MT  (+/- 180 meters Scaled)
 GQ0508
 GQ0508                          SUPERSEDED SURVEY CONTROL
 GQ0508
 GQ0508.No superseded survey control is available for this station.
 GQ0508
 GQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF539209(NAD 83)
 GQ0508_MARKER: DB = BENCH MARK DISK
 GQ0508_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0508_SP_SET: ROCK OUTCROP
 GQ0508_STAMPING: 179 DOR 1970 4377
 GQ0508_MARK LOGO: USGS  
 GQ0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0508+STABILITY: POSITION/ELEVATION WELL
 GQ0508
 GQ0508  HISTORY     - Date     Condition        Report By
 GQ0508  HISTORY     - 1970     MONUMENTED       USGS
 GQ0508
 GQ0508                          STATION DESCRIPTION
 GQ0508
 GQ0508'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0508'132.9 KM (82.60 MI) SSW FROM ST GEORGE UT.
 GQ0508'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0508'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0508'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0508'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0508'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO TWO CORRUGATED
 GQ0508'METAL WATER TANKS, 220 FEET NORTH OF THE NORTH TANK, 60 FEET
 GQ0508'NORTH-NORTHEAST OF SAVANIC MINE ROAD, 28 FEET NORTHEAST OF GRAND
 GQ0508'GULCH MINE ROAD.
 GQ0508'THE MARK IS 3 FT  SE FROM  A WITNESS POST
 GQ0508'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0411 ***********************************************************************
 FS0411  DESIGNATION -  1795.24
 FS0411  PID         -  FS0411
 FS0411  STATE/COUNTY-  AZ/MOHAVE
 FS0411  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0411
 FS0411                         *CURRENT SURVEY CONTROL
 FS0411  ___________________________________________________________________
 FS0411* NAD 83(1986)-  35 59 28.     (N)    114 08 31.     (W)     SCALED    
 FS0411* NAVD 88     -       451.967  (meters)    1482.83   (feet)  POSTED    
 FS0411  ___________________________________________________________________
 FS0411  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FS0411  DYNAMIC HT  -         451.510 (meters)    1481.33  (feet)  COMP
 FS0411  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 FS0411
 FS0411  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0411
 FS0411.The horizontal coordinates were scaled from a topographic map and have
 FS0411.an estimated accuracy of +/- 6 seconds.
 FS0411
 FS0411.The orthometric height was determined by differential leveling
 FS0411.and adjusted by the  in 1992.
 FS0411.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0411.rate of 4.1 thru 8.0 mm/km.
 FS0411
 FS0411.The geoid height was determined by GEOID03.
 FS0411
 FS0411.The dynamic height is computed by dividing the NAVD 88
 FS0411.geopotential number by the normal gravity value computed on the
 FS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0411.degrees latitude (g = 980.6199 gals.).
 FS0411
 FS0411.The modeled gravity was interpolated from observed gravity values.
 FS0411
 FS0411;                    North         East    Units  Estimated Accuracy
 FS0411;SPC AZ W     -   553,620.      178,020.      MT  (+/- 180 meters Scaled)
 FS0411
 FS0411                          SUPERSEDED SURVEY CONTROL
 FS0411
 FS0411  NGVD 29 (??/??/92)  451.334  (m)         1480.75   (f) ADJ UNCH    1 1
 FS0411
 FS0411.Superseded values are not recommended for survey control.
 FS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0411.See file dsdata.txt to determine how the superseded data were derived.
 FS0411
 FS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576867(NAD 83)
 FS0411_MARKER: O = CHISELED CIRCLE
 FS0411_SETTING: 80 = SET IN A BOULDER
 FS0411_SP_SET: BOULDER
 FS0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0411+STABILITY: SURFACE MOTION
 FS0411
 FS0411  HISTORY     - Date     Condition        Report By
 FS0411  HISTORY     - UNK      MONUMENTED       USGS
 FS0411  HISTORY     - 1950     GOOD             NGS
 FS0411  HISTORY     - 19870220 MARK NOT FOUND   USPSQD
 FS0411
 FS0411                          STATION DESCRIPTION
 FS0411
 FS0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0411'2.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0411'2.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0411'WASH ON THE SOUTH SHORE OF LAKE MEAD, AT THE EAST EDGE OF THE
 FS0411'WEST CHANNEL OF HUALPAI WASH, ON THE TOP OF THE NORTHEAST END OF
 FS0411'THE NORTH ONE OF TWO WHITE BOULDERS, 27 FEET EAST OF THE CENTER
 FS0411'LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED
 FS0411'BY THE CHISELED LETTERS AND NUMBERS BM 1989.
 FS0411
 FS0411                          STATION RECOVERY (1987)
 FS0411
 FS0411'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0492 ***********************************************************************
 DU0492  DESIGNATION -  1795.42
 DU0492  PID         -  DU0492
 DU0492  STATE/COUNTY-  AZ/PINAL
 DU0492  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0492
 DU0492                         *CURRENT SURVEY CONTROL
 DU0492  ___________________________________________________________________
 DU0492* NAD 83(1986)-  33 20 13.     (N)    111 26 28.     (W)     SCALED    
 DU0492* NAVD 88     -       547.92   (+/-2cm)    1797.6    (feet)  VERTCON   
 DU0492  ___________________________________________________________________
 DU0492  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DU0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0492
 DU0492.The horizontal coordinates were scaled from a topographic map and have
 DU0492.an estimated accuracy of +/- 6 seconds.
 DU0492
 DU0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0492.The vertical order pertains to the NGVD 29 superseded value.
 DU0492
 DU0492.The geoid height was determined by GEOID03.
 DU0492
 DU0492;                    North         East    Units  Estimated Accuracy
 DU0492;SPC AZ C     -   259,220.      257,630.      MT  (+/- 180 meters Scaled)
 DU0492
 DU0492                          SUPERSEDED SURVEY CONTROL
 DU0492
 DU0492  NGVD 29 (??/??/92)  547.372  (m)         1795.84   (f) ADJ UNCH    2 0
 DU0492
 DU0492.Superseded values are not recommended for survey control.
 DU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0492.See file dsdata.txt to determine how the superseded data were derived.
 DU0492
 DU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB589887(NAD 83)
 DU0492_MARKER: DD = SURVEY DISK
 DU0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0492_SP_SET: CULVERT
 DU0492_STAMPING: 1795.42 611+25 1930
 DU0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0492+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU0492
 DU0492  HISTORY     - Date     Condition        Report By
 DU0492  HISTORY     - 1930     MONUMENTED       AZHD
 DU0492  HISTORY     - 1935     GOOD             NGS
 DU0492  HISTORY     - 20061227 GOOD             GEOCAC
 DU0492  HISTORY     - 20081212 MARK NOT FOUND   GEOCAC
 DU0492
 DU0492                          STATION DESCRIPTION
 DU0492
 DU0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0492'8.3 MI SE FROM APACHE JUNCTION.
 DU0492'8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0492'CONCRETE CULVERT UNDER THE HIGHWAY IN THE CENTER OF THE TOP OF THE
 DU0492'NORTH HEADWALL, AND 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. AN
 DU0492'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1795.42 611+25
 DU0492'1930.
 DU0492
 DU0492                          STATION RECOVERY (2006)
 DU0492
 DU0492'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0492'RECOVERED IN GOOD CONDITION.
 DU0492
 DU0492                          STATION RECOVERY (2008)
 DU0492
 DU0492'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0492'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND THE ROAD NEWLY
 DU0492'WIDENED AND TWO NEW STORM DRAINS INSTALLED. THE CULVERT WAS EITHER
 DU0492'BURIED OR REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1566 ***********************************************************************
 DV1566  DESIGNATION -  18 A
 DV1566  PID         -  DV1566
 DV1566  STATE/COUNTY-  AZ/LA PAZ
 DV1566  USGS QUAD   -  HOPE SW (1990)
 DV1566
 DV1566                         *CURRENT SURVEY CONTROL
 DV1566  ___________________________________________________________________
 DV1566* NAD 83(1986)-  33 37 22.     (N)    113 42 28.     (W)     SCALED    
 DV1566* NAVD 88     -       374.12   (+/-2cm)    1227.4    (feet)  VERTCON   
 DV1566  ___________________________________________________________________
 DV1566  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1566
 DV1566.The horizontal coordinates were scaled from a topographic map and have
 DV1566.an estimated accuracy of +/- 6 seconds.
 DV1566
 DV1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1566.The vertical order pertains to the NGVD 29 superseded value.
 DV1566
 DV1566.The geoid height was determined by GEOID03.
 DV1566
 DV1566;                    North         East    Units  Estimated Accuracy
 DV1566;SPC AZ W     -   290,830.      217,280.      MT  (+/- 180 meters Scaled)
 DV1566
 DV1566                          SUPERSEDED SURVEY CONTROL
 DV1566
 DV1566  NGVD 29 (??/??/92)  373.450  (m)         1225.23   (f) ADJ UNCH    2 0
 DV1566
 DV1566.Superseded values are not recommended for survey control.
 DV1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1566.See file dsdata.txt to determine how the superseded data were derived.
 DV1566
 DV1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC488236(NAD 83)
 DV1566_MARKER: DD = SURVEY DISK
 DV1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1566_STAMPING: 18 A 1962
 DV1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1566+STABILITY: SURFACE MOTION
 DV1566
 DV1566  HISTORY     - Date     Condition        Report By
 DV1566  HISTORY     - 1962     MONUMENTED       AZHD
 DV1566  HISTORY     - 19870206 MARK NOT FOUND   USGS
 DV1566
 DV1566                          STATION DESCRIPTION
 DV1566
 DV1566'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1566'13.2 MI SW FROM HOPE.
 DV1566'0.5 MILE EAST-SOUTHEAST OF J 396 18 AN ARIZONA HIGHWAY DEPARTMENT
 DV1566'DISKSTAMPED U8 A U962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1566'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP PROPOSED INTERSTATE
 DV1566'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1566
 DV1566                          STATION RECOVERY (1987)
 DV1566
 DV1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0807 ***********************************************************************
 FQ0807  DESIGNATION -  18 BKC
 FQ0807  PID         -  FQ0807
 FQ0807  STATE/COUNTY-  AZ/COCONINO
 FQ0807  USGS QUAD   -  WUPATKI SW (1969)
 FQ0807
 FQ0807                         *CURRENT SURVEY CONTROL
 FQ0807  ___________________________________________________________________
 FQ0807* NAD 83(1986)-  35 34 22.     (N)    111 28 44.     (W)     SCALED    
 FQ0807* NAVD 88     -      1645.091  (meters)    5397.27   (feet)  POSTED    
 FQ0807  ___________________________________________________________________
 FQ0807  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FQ0807  DYNAMIC HT  -        1642.960 (meters)    5390.28  (feet)  COMP
 FQ0807  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 FQ0807
 FQ0807  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0807
 FQ0807.The horizontal coordinates were scaled from a topographic map and have
 FQ0807.an estimated accuracy of +/- 6 seconds.
 FQ0807
 FQ0807.The orthometric height was determined by differential leveling
 FQ0807.and adjusted by the  in 1992.
 FQ0807.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0807.rate of 0.0 thru 1.0 mm/km.
 FQ0807
 FQ0807.The geoid height was determined by GEOID03.
 FQ0807
 FQ0807.The dynamic height is computed by dividing the NAVD 88
 FQ0807.geopotential number by the normal gravity value computed on the
 FQ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0807.degrees latitude (g = 980.6199 gals.).
 FQ0807
 FQ0807.The modeled gravity was interpolated from observed gravity values.
 FQ0807
 FQ0807;                    North         East    Units  Estimated Accuracy
 FQ0807;SPC AZ C     -   507,200.      253,040.      MT  (+/- 180 meters Scaled)
 FQ0807
 FQ0807                          SUPERSEDED SURVEY CONTROL
 FQ0807
 FQ0807  NGVD 29 (??/??/92) 1644.20   (m)         5394.3    (f) COMPUTED    2 2
 FQ0807
 FQ0807.Superseded values are not recommended for survey control.
 FQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0807.See file dsdata.txt to determine how the superseded data were derived.
 FQ0807
 FQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE566366(NAD 83)
 FQ0807_MARKER: DB = BENCH MARK DISK
 FQ0807_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0807_SP_SET: ROCK OUTCROP
 FQ0807_STAMPING: 18 BKC 1968 5394
 FQ0807_MARK LOGO: USGS  
 FQ0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0807+STABILITY: POSITION/ELEVATION WELL
 FQ0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0807+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0807
 FQ0807  HISTORY     - Date     Condition        Report By
 FQ0807  HISTORY     - 1968     MONUMENTED       USGS
 FQ0807
 FQ0807                          STATION DESCRIPTION
 FQ0807
 FQ0807'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0807'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0807'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0807'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0807'NATIONAL MONUMENT, THENCE 3.3 MILES EAST ALONG THE MONUMENT ROAD, 100
 FQ0807'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 13 FEET NORTHEAST OF A
 FQ0807'WITNESS SIGN ON A JUNIPER TREE, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1269 ***********************************************************************
 CY1269  DESIGNATION -  18 EMH
 CY1269  PID         -  CY1269
 CY1269  STATE/COUNTY-  AZ/GRAHAM
 CY1269  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1269
 CY1269                         *CURRENT SURVEY CONTROL
 CY1269  ___________________________________________________________________
 CY1269* NAD 83(1986)-  32 37 15.     (N)    109 38 50.     (W)     SCALED    
 CY1269* NAVD 88     -      1127.50   (+/-2cm)    3699.1    (feet)  VERTCON   
 CY1269  ___________________________________________________________________
 CY1269  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY1269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1269
 CY1269.The horizontal coordinates were scaled from a topographic map and have
 CY1269.an estimated accuracy of +/- 6 seconds.
 CY1269
 CY1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1269.The vertical order pertains to the NGVD 29 superseded value.
 CY1269
 CY1269.The geoid height was determined by GEOID03.
 CY1269
 CY1269;                    North         East    Units  Estimated Accuracy
 CY1269;SPC AZ E     -   179,830.      262,110.      MT  (+/- 180 meters Scaled)
 CY1269
 CY1269                          SUPERSEDED SURVEY CONTROL
 CY1269
 CY1269  NGVD 29 (??/??/92) 1126.79   (m)         3696.8    (f) COMPUTED    2 0
 CY1269
 CY1269.Superseded values are not recommended for survey control.
 CY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1269.See file dsdata.txt to determine how the superseded data were derived.
 CY1269
 CY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB269100(NAD 83)
 CY1269_MARKER: DB = BENCH MARK DISK
 CY1269_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1269_SP_SET: COPPER-CLAD STEEL ROD
 CY1269_STAMPING: 18 EMH 1972 3697
 CY1269_MARK LOGO: USGS  
 CY1269_PROJECTION: FLUSH
 CY1269_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1269+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1269_ROD/PIPE-DEPTH: 6.10 meters
 CY1269
 CY1269  HISTORY     - Date     Condition        Report By
 CY1269  HISTORY     - 1972     MONUMENTED       USGS
 CY1269
 CY1269                          STATION DESCRIPTION
 CY1269
 CY1269'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1269'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1269'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 2.8
 CY1269'MILES EAST ALONG A DIRT ROAD, ABOUT 0.2 MILES WEST OF A TRACK ROAD
 CY1269'SOUTH, AT THE OUTSIDE OF A CURVE, 46 FEET NORTH AND ABOUT LEVEL WITH
 CY1269'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET ON A
 CY1269'COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0188 ***********************************************************************
 DB0188  DESIGNATION -  18 FS
 DB0188  PID         -  DB0188
 DB0188  STATE/COUNTY-  AZ/YUMA
 DB0188  USGS QUAD   -  FORTUNA (1979)
 DB0188
 DB0188                         *CURRENT SURVEY CONTROL
 DB0188  ___________________________________________________________________
 DB0188* NAD 83(1986)-  32 42 39.     (N)    114 25 36.     (W)     SCALED    
 DB0188* NAVD 88     -        57.25   (+/-2cm)     187.8    (feet)  VERTCON   
 DB0188  ___________________________________________________________________
 DB0188  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DB0188  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0188
 DB0188.The horizontal coordinates were scaled from a topographic map and have
 DB0188.an estimated accuracy of +/- 6 seconds.
 DB0188
 DB0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0188.The vertical order pertains to the NGVD 29 superseded value.
 DB0188
 DB0188.The geoid height was determined by GEOID03.
 DB0188
 DB0188;                    North         East    Units  Estimated Accuracy
 DB0188;SPC AZ W     -   189,890.      149,920.      MT  (+/- 180 meters Scaled)
 DB0188
 DB0188                          SUPERSEDED SURVEY CONTROL
 DB0188
 DB0188  NGVD 29 (??/??/??)   56.581  (m)          185.63   (f) ADJUSTED    1 2
 DB0188
 DB0188.Superseded values are not recommended for survey control.
 DB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0188.See file dsdata.txt to determine how the superseded data were derived.
 DB0188
 DB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS412221(NAD 83)
 DB0188_MARKER: DD = SURVEY DISK
 DB0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0188_STAMPING: 185.633 18 FS 1926
 DB0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0188+STABILITY: SURFACE MOTION
 DB0188
 DB0188  HISTORY     - Date     Condition        Report By
 DB0188  HISTORY     - 1926     MONUMENTED       USGS
 DB0188  HISTORY     - 1935     GOOD             NGS
 DB0188  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0188
 DB0188                          STATION DESCRIPTION
 DB0188
 DB0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0188'6.7 MI SW FROM DOME.
 DB0188'6.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0188'FROM THE STATION AT DOME, YUMA COUNTY, AT BLAISDELL, 12-1/2 POLES
 DB0188'SOUTHWEST OF MILEPOST 747, 2-1/2 RAILS NORTHEAST OF A CONCRETE
 DB0188'TELEPHONE BOOTH, OPPOSITE A LOADING PLATFORM, 66 YARDS SOUTHEAST
 DB0188'OF THE MAIN TRACK, 20 FEET NORTHEAST OF THE CENTERLINE OF A WAGON
 DB0188'ROAD LEADING THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, AND 4 FEET
 DB0188'INSIDE THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DB0188'DISK, STAMPED 185.633 18 FS 1926 AND SET IN THE TOP OF A CONCRETE
 DB0188'POST PROJECTING 10 INCHES ABOVE GROUND.
 DB0188
 DB0188                          STATION RECOVERY (2004)
 DB0188
 DB0188'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0779 ***********************************************************************
 FQ0779  DESIGNATION -  18 HLS
 FQ0779  PID         -  FQ0779
 FQ0779  STATE/COUNTY-  AZ/NAVAJO
 FQ0779  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0779
 FQ0779                         *CURRENT SURVEY CONTROL
 FQ0779  ___________________________________________________________________
 FQ0779* NAD 83(1986)-  35 09 04.     (N)    110 15 26.     (W)     SCALED    
 FQ0779* NAVD 88     -      1581.073  (meters)    5187.24   (feet)  ADJUSTED  
 FQ0779  ___________________________________________________________________
 FQ0779  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FQ0779  DYNAMIC HT  -        1578.959 (meters)    5180.30  (feet)  COMP
 FQ0779  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 FQ0779
 FQ0779  VERT ORDER  -  THIRD
 FQ0779
 FQ0779.The horizontal coordinates were scaled from a topographic map and have
 FQ0779.an estimated accuracy of +/- 6 seconds.
 FQ0779
 FQ0779.The orthometric height was determined by differential leveling
 FQ0779.and adjusted in June 1991.
 FQ0779
 FQ0779.The geoid height was determined by GEOID03.
 FQ0779
 FQ0779.The dynamic height is computed by dividing the NAVD 88
 FQ0779.geopotential number by the normal gravity value computed on the
 FQ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0779.degrees latitude (g = 980.6199 gals.).
 FQ0779
 FQ0779.The modeled gravity was interpolated from observed gravity values.
 FQ0779
 FQ0779;                    North         East    Units  Estimated Accuracy
 FQ0779;SPC AZ E     -   460,340.      205,110.      MT  (+/- 180 meters Scaled)
 FQ0779
 FQ0779                          SUPERSEDED SURVEY CONTROL
 FQ0779
 FQ0779.No superseded survey control is available for this station.
 FQ0779
 FQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD676900(NAD 83)
 FQ0779_MARKER: DB = BENCH MARK DISK
 FQ0779_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0779_SP_SET: COPPER-CLAD STEEL ROD
 FQ0779_STAMPING: 18 HLS 1970 5185
 FQ0779_MARK LOGO: USGS  
 FQ0779_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0779+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0779
 FQ0779  HISTORY     - Date     Condition        Report By
 FQ0779  HISTORY     - 1970     MONUMENTED       USGS
 FQ0779
 FQ0779                          STATION DESCRIPTION
 FQ0779
 FQ0779'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0779'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0779'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0779'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0779'NORTHEAST ALONG THE ROAD TO A ROAD FORK, THENCE 2.0 MILE EAST ALONG
 FQ0779'THE ROAD, 70 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH
 FQ0779'OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FQ0779'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0884 ***********************************************************************
 FQ0884  DESIGNATION -  18 JRH
 FQ0884  PID         -  FQ0884
 FQ0884  STATE/COUNTY-  AZ/COCONINO
 FQ0884  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0884
 FQ0884                         *CURRENT SURVEY CONTROL
 FQ0884  ___________________________________________________________________
 FQ0884* NAD 83(1986)-  35 28 21.     (N)    111 35 28.     (W)     SCALED    
 FQ0884* NAVD 88     -      1987.546  (meters)    6520.81   (feet)  POSTED    
 FQ0884  ___________________________________________________________________
 FQ0884  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0884  DYNAMIC HT  -        1984.860 (meters)    6511.99  (feet)  COMP
 FQ0884  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 FQ0884
 FQ0884  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0884
 FQ0884.The horizontal coordinates were scaled from a topographic map and have
 FQ0884.an estimated accuracy of +/- 6 seconds.
 FQ0884
 FQ0884.The orthometric height was determined by differential leveling
 FQ0884.and adjusted by the  in 1992.
 FQ0884.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0884.rate of 0.0 thru 1.0 mm/km.
 FQ0884
 FQ0884.The geoid height was determined by GEOID03.
 FQ0884
 FQ0884.The dynamic height is computed by dividing the NAVD 88
 FQ0884.geopotential number by the normal gravity value computed on the
 FQ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0884.degrees latitude (g = 980.6199 gals.).
 FQ0884
 FQ0884.The modeled gravity was interpolated from observed gravity values.
 FQ0884
 FQ0884;                    North         East    Units  Estimated Accuracy
 FQ0884;SPC AZ C     -   496,040.      242,910.      MT  (+/- 180 meters Scaled)
 FQ0884
 FQ0884                          SUPERSEDED SURVEY CONTROL
 FQ0884
 FQ0884  NGVD 29 (??/??/92) 1986.63   (m)         6517.8    (f) COMPUTED    3 0
 FQ0884
 FQ0884.Superseded values are not recommended for survey control.
 FQ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0884.See file dsdata.txt to determine how the superseded data were derived.
 FQ0884
 FQ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE463256(NAD 83)
 FQ0884_MARKER: DB = BENCH MARK DISK
 FQ0884_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0884_SP_SET: ROCK OUTCROP
 FQ0884_STAMPING: 18 JRH 6517 1959
 FQ0884_MARK LOGO: USGS  
 FQ0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0884+STABILITY: POSITION/ELEVATION WELL
 FQ0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0884+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0884
 FQ0884  HISTORY     - Date     Condition        Report By
 FQ0884  HISTORY     - 1959     MONUMENTED       USGS
 FQ0884
 FQ0884                          STATION DESCRIPTION
 FQ0884
 FQ0884'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0884'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0884'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 3.6 MILES
 FQ0884'NORTHWEST, 212 FEET EAST OF THE CENTERLINE OF THE ROAD, ON A FLAT
 FQ0884'RIDGE, IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0174 ***********************************************************************
 DA0174  DESIGNATION -  18 RS
 DA0174  PID         -  DA0174
 DA0174  STATE/COUNTY-  AZ/PINAL
 DA0174  USGS QUAD   -  KOHATK (1981)
 DA0174
 DA0174                         *CURRENT SURVEY CONTROL
 DA0174  ___________________________________________________________________
 DA0174* NAD 83(1986)-  32 32 16.     (N)    112 02 43.     (W)     SCALED    
 DA0174* NAVD 88     -       531.05   (+/-2cm)    1742.3    (feet)  VERTCON   
 DA0174  ___________________________________________________________________
 DA0174  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0174
 DA0174.The horizontal coordinates were scaled from a topographic map and have
 DA0174.an estimated accuracy of +/- 6 seconds.
 DA0174
 DA0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0174.The vertical order pertains to the NGVD 29 superseded value.
 DA0174
 DA0174.The geoid height was determined by GEOID03.
 DA0174
 DA0174;                    North         East    Units  Estimated Accuracy
 DA0174;SPC AZ C     -   170,500.      201,280.      MT  (+/- 180 meters Scaled)
 DA0174
 DA0174                          SUPERSEDED SURVEY CONTROL
 DA0174
 DA0174  NGVD 29 (??/??/92)  530.418  (m)         1740.21   (f) ADJ UNCH    2 0
 DA0174
 DA0174.Superseded values are not recommended for survey control.
 DA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0174.See file dsdata.txt to determine how the superseded data were derived.
 DA0174
 DA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB018005(NAD 83)
 DA0174_MARKER: DB = BENCH MARK DISK
 DA0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0174_STAMPING: R.S.18 1740 1939
 DA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0174+STABILITY: SURFACE MOTION
 DA0174
 DA0174  HISTORY     - Date     Condition        Report By
 DA0174  HISTORY     - 1939     MONUMENTED       USGS
 DA0174  HISTORY     - 1952     GOOD             NGS
 DA0174
 DA0174                          STATION DESCRIPTION
 DA0174
 DA0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0174'4.7 MI SW FROM QUAJOTE.
 DA0174'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0174'VILLAGE OF QUAJOTE, THENCE 2.1 MILES SOUTHWEST ALONG A GRADED ROAD, AT
 DA0174'A POINT WHERE A DRAINAGE DITCH WHICH RUNS NORTHEAST OF THE JUNCTIONS
 DA0174'WITH THE ROAD, 53 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0174'1.8 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0174'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0174'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0509 ***********************************************************************
 GQ0509  DESIGNATION -  180 DOR
 GQ0509  PID         -  GQ0509
 GQ0509  STATE/COUNTY-  AZ/MOHAVE
 GQ0509  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0509
 GQ0509                         *CURRENT SURVEY CONTROL
 GQ0509  ___________________________________________________________________
 GQ0509* NAD 83(1986)-  36 17 33.     (N)    113 45 12.     (W)     SCALED    
 GQ0509* NAVD 88     -      1372.337  (meters)    4502.41   (feet)  POSTED    
 GQ0509  ___________________________________________________________________
 GQ0509  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 GQ0509  DYNAMIC HT  -        1370.770 (meters)    4497.27  (feet)  COMP
 GQ0509  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 GQ0509
 GQ0509  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0509
 GQ0509.The horizontal coordinates were scaled from a topographic map and have
 GQ0509.an estimated accuracy of +/- 6 seconds.
 GQ0509
 GQ0509.The orthometric height was determined by differential leveling
 GQ0509.and adjusted by the  in 1992.
 GQ0509.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0509.rate of 0.0 thru 1.0 mm/km.
 GQ0509
 GQ0509.The geoid height was determined by GEOID03.
 GQ0509
 GQ0509.The dynamic height is computed by dividing the NAVD 88
 GQ0509.geopotential number by the normal gravity value computed on the
 GQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0509.degrees latitude (g = 980.6199 gals.).
 GQ0509
 GQ0509.The modeled gravity was interpolated from observed gravity values.
 GQ0509
 GQ0509;                    North         East    Units  Estimated Accuracy
 GQ0509;SPC AZ W     -   586,990.      213,060.      MT  (+/- 180 meters Scaled)
 GQ0509
 GQ0509                          SUPERSEDED SURVEY CONTROL
 GQ0509
 GQ0509.No superseded survey control is available for this station.
 GQ0509
 GQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF527199(NAD 83)
 GQ0509_MARKER: DB = BENCH MARK DISK
 GQ0509_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0509_SP_SET: ROCK OUTCROP
 GQ0509_STAMPING: 180 DOR 1970 4500
 GQ0509_MARK LOGO: USGS  
 GQ0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0509+STABILITY: POSITION/ELEVATION WELL
 GQ0509
 GQ0509  HISTORY     - Date     Condition        Report By
 GQ0509  HISTORY     - 1970     MONUMENTED       USGS
 GQ0509
 GQ0509                          STATION DESCRIPTION
 GQ0509
 GQ0509'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0509'134.7 KM (83.70 MI) SSW FROM ST GEORGE UT.
 GQ0509'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0509'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0509'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0509'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0509'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0509'THENCE 1.1 MILE SOUTH, 42 FEET SOUTH OF THE ROAD, IN A SANDSTONE
 GQ0509'OUTCROP.
 GQ0509'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0490 ***********************************************************************
 DU0490  DESIGNATION -  1802.74
 DU0490  PID         -  DU0490
 DU0490  STATE/COUNTY-  AZ/PINAL
 DU0490  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0490
 DU0490                         *CURRENT SURVEY CONTROL
 DU0490  ___________________________________________________________________
 DU0490* NAD 83(1986)-  33 19 23.     (N)    111 25 35.     (W)     SCALED    
 DU0490* NAVD 88     -       550.14   (+/-2cm)    1804.9    (feet)  VERTCON   
 DU0490  ___________________________________________________________________
 DU0490  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DU0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0490
 DU0490.The horizontal coordinates were scaled from a topographic map and have
 DU0490.an estimated accuracy of +/- 6 seconds.
 DU0490
 DU0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0490.The vertical order pertains to the NGVD 29 superseded value.
 DU0490
 DU0490.The geoid height was determined by GEOID03.
 DU0490
 DU0490;                    North         East    Units  Estimated Accuracy
 DU0490;SPC AZ C     -   257,680.      259,010.      MT  (+/- 180 meters Scaled)
 DU0490
 DU0490                          SUPERSEDED SURVEY CONTROL
 DU0490
 DU0490  NGVD 29 (??/??/92)  549.599  (m)         1803.14   (f) ADJ UNCH    2 0
 DU0490
 DU0490.Superseded values are not recommended for survey control.
 DU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0490.See file dsdata.txt to determine how the superseded data were derived.
 DU0490
 DU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB603871(NAD 83)
 DU0490_MARKER: DD = SURVEY DISK
 DU0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0490_SP_SET: GUARDRAIL
 DU0490_STAMPING: 1802.74 679+80.5 1930
 DU0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0490
 DU0490  HISTORY     - Date     Condition        Report By
 DU0490  HISTORY     - 1930     MONUMENTED       AZHD
 DU0490  HISTORY     - 1935     GOOD             NGS
 DU0490  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU0490  HISTORY     - 20061227 MARK NOT FOUND   GEOCAC
 DU0490
 DU0490                          STATION DESCRIPTION
 DU0490
 DU0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0490'9.1 MI NW FROM FLORENCE JUNCTION.
 DU0490'9.1 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, AT A
 DU0490'CONCRETE BRIDGE ON THE HIGHWAY, AND IN THE TOP OF THE WEST END POST OF
 DU0490'THE NORTH GUARDRAIL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD
 DU0490'DISK, STAMPED 1802.74 679+80.5 1930.
 DU0490
 DU0490                          STATION RECOVERY (1967)
 DU0490
 DU0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0490'MARK NOT FOUND.
 DU0490
 DU0490                          STATION RECOVERY (2006)
 DU0490
 DU0490'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0490'THE ORIGINAL GUARDRAIL HAS BEEN REPLACED WITH A SOLID CONCRETE WALL.
 DU0490'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1082 ***********************************************************************
 DA1082  DESIGNATION -  1805+42.9
 DA1082  PID         -  DA1082
 DA1082  STATE/COUNTY-  AZ/YUMA
 DA1082  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1082
 DA1082                         *CURRENT SURVEY CONTROL
 DA1082  ___________________________________________________________________
 DA1082* NAD 83(1986)-  32 43 45.     (N)    113 44 28.     (W)     SCALED    
 DA1082* NAVD 88     -       152.691  (meters)     500.95   (feet)  ADJUSTED  
 DA1082  ___________________________________________________________________
 DA1082  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1082  DYNAMIC HT  -         152.520 (meters)     500.39  (feet)  COMP
 DA1082  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DA1082
 DA1082  VERT ORDER  -  FIRST     CLASS II
 DA1082
 DA1082.The horizontal coordinates were scaled from a topographic map and have
 DA1082.an estimated accuracy of +/- 6 seconds.
 DA1082
 DA1082.The orthometric height was determined by differential leveling
 DA1082.and adjusted in June 1991.
 DA1082
 DA1082.The geoid height was determined by GEOID03.
 DA1082
 DA1082.The dynamic height is computed by dividing the NAVD 88
 DA1082.geopotential number by the normal gravity value computed on the
 DA1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1082.degrees latitude (g = 980.6199 gals.).
 DA1082
 DA1082.The modeled gravity was interpolated from observed gravity values.
 DA1082
 DA1082;                    North         East    Units  Estimated Accuracy
 DA1082;SPC AZ W     -   191,730.      214,190.      MT  (+/- 180 meters Scaled)
 DA1082
 DA1082                          SUPERSEDED SURVEY CONTROL
 DA1082
 DA1082  NGVD 29 (??/??/92)  152.060  (m)          498.88   (f) ADJ UNCH    1 2
 DA1082
 DA1082.Superseded values are not recommended for survey control.
 DA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1082.See file dsdata.txt to determine how the superseded data were derived.
 DA1082
 DA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB431245(NAD 83)
 DA1082_MARKER: DD = SURVEY DISK
 DA1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1082_SP_SET: BRIDGE
 DA1082_STAMPING: 498.85 1805+42.9 1936
 DA1082_MARK LOGO: AZHD  
 DA1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1082
 DA1082  HISTORY     - Date     Condition        Report By
 DA1082  HISTORY     - 1936     MONUMENTED       AZHD
 DA1082  HISTORY     - 1960     GOOD             NGS
 DA1082  HISTORY     - 1981     GOOD             NGS
 DA1082  HISTORY     - 1981     GOOD             NGS
 DA1082  HISTORY     - 20090206 GOOD             GEOCAC
 DA1082
 DA1082                          STATION DESCRIPTION
 DA1082
 DA1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1082'0.9 MI E FROM MOHAWK.
 DA1082'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.3 MILE
 DA1082'EAST FROM HIGHWAY MILE POST 57, AT THE FOOT OF MOHAWK PASS, AT A
 DA1082'BRIDGE OVER A WASH, IN THE TOP AND CENTER OF THE SOUTH GUARDRAIL, 20.4
 DA1082'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 FOOT ABOVE THE
 DA1082'HIGHWAY.
 DA1082
 DA1082                          STATION RECOVERY (1981)
 DA1082
 DA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1082'20.4 KM (12.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1082'IN TACNA, AT THE JUNCTION OF AVENUE 52E, SET IN THE TOP CENTER OF THE
 DA1082'SOUTHWEST HEADWALL OF A HIGHWAY BRIDGE, 12.2 M (40.0 FT) SOUTHWEST OF
 DA1082'THE CENTERLINE OF THE HIGHWAY, 5.0 M (16.5 FT) SOUTHEAST OF THE
 DA1082'EXTENDED CENTERLINE OF AVENUE 52E, 5.8 M (19.0 FT) NORTHWEST OF THE
 DA1082'SOUTHEAST END OF THE HEADWALL, 5.8 M (19.0 FT) SOUTHEAST OF THE
 DA1082'NORTHWEST END OF THE HEADWALL, 5.6 M (18.5 FT) SOUTHWEST OF A METAL
 DA1082'GUARDRAIL.
 DA1082'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1082
 DA1082                          STATION RECOVERY (1981)
 DA1082
 DA1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1082'20.4 KM (12.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1082'IN TACNA, AT THE JUNCTION OF AVENUE 52E, SET IN THE TOP CENTER OF THE
 DA1082'SOUTHWEST HEADWALL OF A HIGHWAY BRIDGE, 12.2 M (40.0 FT) SOUTHWEST OF
 DA1082'THE CENTERLINE OF THE HIGHWAY, 5.0 M (16.5 FT) SOUTHEAST OF THE
 DA1082'EXTENDED CENTERLINE OF AVENUE 52E, 5.8 M (19.0 FT) NORTHWEST OF THE
 DA1082'SOUTHEAST END OF THE HEADWALL, 5.8 M (19.0 FT) SOUTHEAST OF THE
 DA1082'NORTHWEST END OF THE HEADWALL, 5.6 M (18.5 FT) SOUTHWEST OF A METAL
 DA1082'GUARDRAIL.
 DA1082'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1082
 DA1082                          STATION RECOVERY (2009)
 DA1082
 DA1082'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1082'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DA1082'COORDINATES OF N 32 43' 45.2 W 113 44' 27.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0350 ***********************************************************************
 DA0350  DESIGNATION -  1805.58
 DA0350  PID         -  DA0350
 DA0350  STATE/COUNTY-  AZ/PIMA
 DA0350  USGS QUAD   -  ARMENTA WELL (1990)
 DA0350
 DA0350                         *CURRENT SURVEY CONTROL
 DA0350  ___________________________________________________________________
 DA0350* NAD 83(1986)-  32 10 59.     (N)    112 45 39.     (W)     SCALED    
 DA0350* NAVD 88     -       550.60   (+/-2cm)    1806.4    (feet)  VERTCON   
 DA0350  ___________________________________________________________________
 DA0350  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0350  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0350
 DA0350.The horizontal coordinates were scaled from a topographic map and have
 DA0350.an estimated accuracy of +/- 6 seconds.
 DA0350
 DA0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0350.The vertical order pertains to the NGVD 29 superseded value.
 DA0350
 DA0350.The geoid height was determined by GEOID03.
 DA0350
 DA0350;                    North         East    Units  Estimated Accuracy
 DA0350;SPC AZ C     -   131,480.      133,760.      MT  (+/- 180 meters Scaled)
 DA0350
 DA0350                          SUPERSEDED SURVEY CONTROL
 DA0350
 DA0350  NGVD 29 (??/??/92)  549.877  (m)         1804.05   (f) ADJ UNCH    1 2
 DA0350
 DA0350.Superseded values are not recommended for survey control.
 DA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0350.See file dsdata.txt to determine how the superseded data were derived.
 DA0350
 DA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA340620(NAD 83)
 DA0350_MARKER: DD = SURVEY DISK
 DA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0350_STAMPING: 1805.58 1A 1139+00.00
 DA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0350+STABILITY: SURFACE MOTION
 DA0350
 DA0350  HISTORY     - Date     Condition        Report By
 DA0350  HISTORY     - UNK      MONUMENTED       USDA
 DA0350  HISTORY     - 1953     GOOD             NGS
 DA0350  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA0350  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0350
 DA0350                          STATION DESCRIPTION
 DA0350
 DA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0350'16.95 MI SE FROM AJO.
 DA0350'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0350'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0350'HIGHWAY 86, THENCE 6.05 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 50
 DA0350'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A
 DA0350'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DA0350'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0350
 DA0350                          STATION RECOVERY (1981)
 DA0350
 DA0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0350'SEARCHED FOR BUT NOT RECOVERED. REMAINS OF A CONCRETE POST WERE FOUND,
 DA0350'MARK IS BELIEVED DESTROYED.
 DA0350
 DA0350                          STATION RECOVERY (1988)
 DA0350
 DA0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0349 ***********************************************************************
 DA0349  DESIGNATION -  1807.20
 DA0349  PID         -  DA0349
 DA0349  STATE/COUNTY-  AZ/PIMA
 DA0349  USGS QUAD   -  ARMENTA WELL (1990)
 DA0349
 DA0349                         *CURRENT SURVEY CONTROL
 DA0349  ___________________________________________________________________
 DA0349* NAD 83(1986)-  32 11 02.     (N)    112 45 41.     (W)     SCALED    
 DA0349* NAVD 88     -       551.09   (+/-2cm)    1808.0    (feet)  VERTCON   
 DA0349  ___________________________________________________________________
 DA0349  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0349
 DA0349.The horizontal coordinates were scaled from a topographic map and have
 DA0349.an estimated accuracy of +/- 6 seconds.
 DA0349
 DA0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0349.The vertical order pertains to the NGVD 29 superseded value.
 DA0349
 DA0349.The geoid height was determined by GEOID03.
 DA0349
 DA0349;                    North         East    Units  Estimated Accuracy
 DA0349;SPC AZ C     -   131,570.      133,710.      MT  (+/- 180 meters Scaled)
 DA0349
 DA0349                          SUPERSEDED SURVEY CONTROL
 DA0349
 DA0349  NGVD 29 (??/??/92)  550.369  (m)         1805.67   (f) ADJ UNCH    1 2
 DA0349
 DA0349.Superseded values are not recommended for survey control.
 DA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0349.See file dsdata.txt to determine how the superseded data were derived.
 DA0349
 DA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA339621(NAD 83)
 DA0349_MARKER: DD = SURVEY DISK
 DA0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0349_STAMPING: 1807.20 1A 1139+00.00
 DA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0349+STABILITY: SURFACE MOTION
 DA0349
 DA0349  HISTORY     - Date     Condition        Report By
 DA0349  HISTORY     - UNK      MONUMENTED       USDA
 DA0349  HISTORY     - 1953     GOOD             NGS
 DA0349  HISTORY     - 1981     GOOD             NGS
 DA0349  HISTORY     - 19970305 GOOD             USPSQD
 DA0349
 DA0349                          STATION DESCRIPTION
 DA0349
 DA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0349'16.95 MI SE FROM AJO.
 DA0349'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0349'FROM THE STATIOIN AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0349'HIGHWAY 86, THENCE 6.05 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, ON
 DA0349'TOP OF A LOW RISE, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.2
 DA0349'FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 DA0349'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DA0349'ABOVE THE GROUND.
 DA0349
 DA0349                          STATION RECOVERY (1981)
 DA0349
 DA0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0349'RECOVERED IN GOOD CONDITION.
 DA0349
 DA0349                          STATION RECOVERY (1997)
 DA0349
 DA0349'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1546 ***********************************************************************
 CZ1546  DESIGNATION -  1809.91
 CZ1546  PID         -  CZ1546
 CZ1546  STATE/COUNTY-  AZ/PINAL
 CZ1546  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1546
 CZ1546                         *CURRENT SURVEY CONTROL
 CZ1546  ___________________________________________________________________
 CZ1546* NAD 83(1986)-  32 38 44.     (N)    111 23 40.     (W)     SCALED    
 CZ1546* NAVD 88     -       552.44   (+/-2cm)    1812.5    (feet)  VERTCON   
 CZ1546  ___________________________________________________________________
 CZ1546  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1546  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1546
 CZ1546.The horizontal coordinates were scaled from a topographic map and have
 CZ1546.an estimated accuracy of +/- 6 seconds.
 CZ1546
 CZ1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1546.The vertical order pertains to the NGVD 29 superseded value.
 CZ1546
 CZ1546.The geoid height was determined by GEOID03.
 CZ1546
 CZ1546;                    North         East    Units  Estimated Accuracy
 CZ1546;SPC AZ C     -   182,570.      262,350.      MT  (+/- 180 meters Scaled)
 CZ1546
 CZ1546                          SUPERSEDED SURVEY CONTROL
 CZ1546
 CZ1546  NGVD 29 (??/??/92)  551.869  (m)         1810.59   (f) ADJ UNCH    1 2
 CZ1546
 CZ1546.Superseded values are not recommended for survey control.
 CZ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1546.See file dsdata.txt to determine how the superseded data were derived.
 CZ1546
 CZ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB630120(NAD 83)
 CZ1546_MARKER: DD = SURVEY DISK
 CZ1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1546_SP_SET: CULVERT
 CZ1546_STAMPING: 1809.91
 CZ1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1546+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ1546
 CZ1546  HISTORY     - Date     Condition        Report By
 CZ1546  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1546  HISTORY     - 1975     GOOD             AZDT
 CZ1546  HISTORY     - 20040513 GOOD             NGS
 CZ1546
 CZ1546                          STATION DESCRIPTION
 CZ1546
 CZ1546'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1546'7.7 MI SE FROM PICACHO.
 CZ1546'TO REACH FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8, I-10,
 CZ1546'SOUTH, AND RIGHT AT THE FIRST TURN RIGHT, FOR 0.1 MILES AND TO THE
 CZ1546'STATION ON THE RIGHT.  30 FT. NORTH OF THE CENTERLINE OF THE ROAD TO
 CZ1546'PICACHO PARK.  25 FT. WEST OF THE EXTENDED CENTERLINE OF THE ROAD TO
 CZ1546'THE TRADING POST AND RESTAURANT.  AN AHD BRASS CAP, SET IN THE TOP AND
 CZ1546'CENTER OF A 20 FT. CULVERT HEADWALL.
 CZ1546
 CZ1546                          STATION RECOVERY (2004)
 CZ1546
 CZ1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1546'ACROSS ROAD FROM MARK 1810.53, PID CZ1547
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0510 ***********************************************************************
 GQ0510  DESIGNATION -  181 DOR
 GQ0510  PID         -  GQ0510
 GQ0510  STATE/COUNTY-  AZ/MOHAVE
 GQ0510  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0510
 GQ0510                         *CURRENT SURVEY CONTROL
 GQ0510  ___________________________________________________________________
 GQ0510* NAD 83(1986)-  36 16 59.     (N)    113 46 12.     (W)     SCALED    
 GQ0510* NAVD 88     -      1367.585  (meters)    4486.82   (feet)  POSTED    
 GQ0510  ___________________________________________________________________
 GQ0510  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 GQ0510  DYNAMIC HT  -        1366.020 (meters)    4481.68  (feet)  COMP
 GQ0510  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 GQ0510
 GQ0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0510
 GQ0510.The horizontal coordinates were scaled from a topographic map and have
 GQ0510.an estimated accuracy of +/- 6 seconds.
 GQ0510
 GQ0510.The orthometric height was determined by differential leveling
 GQ0510.and adjusted by the  in 1992.
 GQ0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0510.rate of 0.0 thru 1.0 mm/km.
 GQ0510
 GQ0510.The geoid height was determined by GEOID03.
 GQ0510
 GQ0510.The dynamic height is computed by dividing the NAVD 88
 GQ0510.geopotential number by the normal gravity value computed on the
 GQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0510.degrees latitude (g = 980.6199 gals.).
 GQ0510
 GQ0510.The modeled gravity was interpolated from observed gravity values.
 GQ0510
 GQ0510;                    North         East    Units  Estimated Accuracy
 GQ0510;SPC AZ W     -   585,940.      211,560.      MT  (+/- 180 meters Scaled)
 GQ0510
 GQ0510                          SUPERSEDED SURVEY CONTROL
 GQ0510
 GQ0510.No superseded survey control is available for this station.
 GQ0510
 GQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF512189(NAD 83)
 GQ0510_MARKER: DB = BENCH MARK DISK
 GQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0510_SP_SET: ROCK OUTCROP
 GQ0510_STAMPING: 181 DOR 1970 4484
 GQ0510_MARK LOGO: USGS  
 GQ0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0510+STABILITY: POSITION/ELEVATION WELL
 GQ0510
 GQ0510  HISTORY     - Date     Condition        Report By
 GQ0510  HISTORY     - 1970     MONUMENTED       USGS
 GQ0510
 GQ0510                          STATION DESCRIPTION
 GQ0510
 GQ0510'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0510'136.6 KM (84.90 MI) SSW FROM ST GEORGE UT.
 GQ0510'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0510'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0510'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0510'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0510'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0510'THENCE 2.3 MILES SOUTH, 0.2 MILES EAST OF A Y-ROAD JUNCTION, 130 FEET
 GQ0510'SOUTHWEST OF A Y-ROAD JUNCTION SOUTH, 26 FEET NORTHWEST OF THE ROAD.
 GQ0510'THE MARK IS 3 FT  E FROM  A WITNESS POST
 GQ0510'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1547 ***********************************************************************
 CZ1547  DESIGNATION -  1810.53
 CZ1547  PID         -  CZ1547
 CZ1547  STATE/COUNTY-  AZ/PINAL
 CZ1547  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1547
 CZ1547                         *CURRENT SURVEY CONTROL
 CZ1547  ___________________________________________________________________
 CZ1547* NAD 83(1986)-  32 38 46.     (N)    111 23 44.     (W)     SCALED    
 CZ1547* NAVD 88     -       552.63   (+/-2cm)    1813.1    (feet)  VERTCON   
 CZ1547  ___________________________________________________________________
 CZ1547  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1547  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1547
 CZ1547.The horizontal coordinates were scaled from a topographic map and have
 CZ1547.an estimated accuracy of +/- 6 seconds.
 CZ1547
 CZ1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1547.The vertical order pertains to the NGVD 29 superseded value.
 CZ1547
 CZ1547.The geoid height was determined by GEOID03.
 CZ1547
 CZ1547;                    North         East    Units  Estimated Accuracy
 CZ1547;SPC AZ C     -   182,630.      262,250.      MT  (+/- 180 meters Scaled)
 CZ1547
 CZ1547                          SUPERSEDED SURVEY CONTROL
 CZ1547
 CZ1547  NGVD 29 (??/??/92)  552.059  (m)         1811.21   (f) ADJ UNCH    1 2
 CZ1547
 CZ1547.Superseded values are not recommended for survey control.
 CZ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1547.See file dsdata.txt to determine how the superseded data were derived.
 CZ1547
 CZ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629121(NAD 83)
 CZ1547_MARKER: DD = SURVEY DISK
 CZ1547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1547_SP_SET: CULVERT
 CZ1547_STAMPING: 1810.53
 CZ1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1547+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ1547
 CZ1547  HISTORY     - Date     Condition        Report By
 CZ1547  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1547  HISTORY     - 1975     GOOD             AZDT
 CZ1547  HISTORY     - 20040513 GOOD             NGS
 CZ1547
 CZ1547                          STATION DESCRIPTION
 CZ1547
 CZ1547'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1547'7.7 MI SE FROM PICACHO.
 CZ1547'TO REACH FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8, I-10,
 CZ1547'SOUTH, RIGHT AT THE FIRST TURN RIGHT, FOR 0.1 MILES AND TO THE STATION
 CZ1547'ON THE LEFT.  30 FT. SOUTH OF THE CENTERLINE OF THE ROAD TO PICACHO
 CZ1547'PARK.  50 FT. WEST OF THE ROAD TO THE TRADING POST AND RESTAURANT. AN
 CZ1547'AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 12 FT. CULVERT HEADWALL.
 CZ1547
 CZ1547                          STATION RECOVERY (2004)
 CZ1547
 CZ1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1547'ACROSS ROAD FROM MARK 1809.91, PID CZ1546
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2203 ***********************************************************************
 DU2203  DESIGNATION -  1812=FORT
 DU2203  PID         -  DU2203
 DU2203  STATE/COUNTY-  AZ/MARICOPA
 DU2203  USGS QUAD   -  FORT MC DOWELL (1978)
 DU2203
 DU2203                         *CURRENT SURVEY CONTROL
 DU2203  ___________________________________________________________________
 DU2203* NAD 83(1992)-  33 39 55.29570(N)    111 42 21.96715(W)     ADJUSTED  
 DU2203* NAVD 88     -       553.7    (meters)    1817.     (feet)  VERTCON   
 DU2203  ___________________________________________________________________
 DU2203  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DU2203  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU2203  HORZ ORDER  -  FIRST
 DU2203
 DU2203.The horizontal coordinates were established by classical geodetic methods
 DU2203.and adjusted by the National Geodetic Survey in August 1993.
 DU2203
 DU2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2203
 DU2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2203
 DU2203.The geoid height was determined by GEOID03.
 DU2203
 DU2203;                    North         East     Units Scale Factor Converg.
 DU2203;SPC AZ C     -   295,559.386   232,886.986   MT  0.99990470   +0 07 00.2
 DU2203;SPC AZ C     -   969,683.02    764,064.91   iFT  0.99990470   +0 07 00.2
 DU2203;UTM  12      - 3,725,276.370   434,537.784   MT  0.99965283   -0 23 29.2
 DU2203
 DU2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2203!SPC AZ C     -   0.99991766  x   0.99990470  =   0.99982237
 DU2203!UTM  12      -   0.99991766  x   0.99965283  =   0.99957052
 DU2203
 DU2203|---------------------------------------------------------------------|
 DU2203| PID    Reference Object                     Distance      Geod. Az  |
 DU2203|                                                           dddmmss.s |
 DU2203| CH5174 FORT RM 1                            12.597 METERS 07020     |
 DU2203| CH5173 FORT AZ MK                                         1884845.1 |
 DU2203| CH5175 FORT RM 3                            22.315 METERS 30423     |
 DU2203|---------------------------------------------------------------------|
 DU2203
 DU2203                          SUPERSEDED SURVEY CONTROL
 DU2203
 DU2203  NAD 83(1986)-  33 39 55.29055(N)    111 42 21.97046(W) AD(       ) 1
 DU2203  NAD 27      -  33 39 55.14100(N)    111 42 19.46600(W) AD(       ) 1
 DU2203  NGVD 29 (07/19/86)  553.1    (m)         1815.     (f) VERT ANG    3  
 DU2203
 DU2203.Superseded values are not recommended for survey control.
 DU2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2203.See file dsdata.txt to determine how the superseded data were derived.
 DU2203
 DU2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3453825276(NAD 83)
 DU2203_MARKER: DD = SURVEY DISK
 DU2203_SETTING: 66 = SET IN ROCK OUTCROP
 DU2203_SP_SET: PARTIALLY EXPOSED BEDROCK
 DU2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2203+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DU2203
 DU2203  HISTORY     - Date     Condition        Report By
 DU2203  HISTORY     - 1935     MONUMENTED       USGS
 DU2203  HISTORY     - 1946     GOOD             CGS
 DU2203  HISTORY     - 1967     GOOD             AMS
 DU2203  HISTORY     - 20080528 GOOD             GEOCAC
 DU2203
 DU2203                          STATION DESCRIPTION
 DU2203
 DU2203'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 DU2203'ABOUT 3 MILES, AIR LINE, NORTHWEST OF FORT MC DOWELL, ABOUT 3
 DU2203'MILES WEST OF THE VERDE RIVER ON THE SOUTH END OF THE MOST
 DU2203'SOUTHERN RIDGE OF THE LOUSELY MOUNTAINS.  MARKED BY A STANDARD
 DU2203'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN BEDROCK.  REFERENCE
 DU2203'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 12.615
 DU2203'METERS (41.39 FEET) FROM STATION N 70 DEG 20 MIN E.
 DU2203'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2203'IS 12.86 METERS (42.2 FEET) FROM STATION N 12 DEG 57 MIN W.
 DU2203'NO AZIMUTH MARK ESTABLISHED.  OTHER STATIONS VISIBLE
 DU2203'FROM THE GROUND.
 DU2203
 DU2203                          STATION RECOVERY (1946)
 DU2203
 DU2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2203'STATION AND ONE REFERENCE MARK FOUND AND RECOVERED IN GOOD
 DU2203'CONDITION AS DESCRIBED.
 DU2203'
 DU2203'TO REACH FROM THE VALLEY NATIONAL BANK IN MESA GO WEST ON U.S. 60,
 DU2203'70, AND 89 FOR 0.3 MILE TO MESA BOULEVARD.  HERE TURN RIGHT, OR
 DU2203'NORTH AND GO 3.8 MILES TO A GRADED GRAVEL ROAD RIGHT JUST AFTER
 DU2203'A LONG LEFT TURN IN THE PAVED ROAD.  TURN RIGHT AND GO NORTH ON
 DU2203'THE GRADED ROAD FOR 2.1 MILES TO A CROSS ROAD.  HERE TURN RIGHT
 DU2203'OR EAST AND GO 1.4 MILES.  THEN LEFT, NORTH FOR 0.5 MILE.  THEN
 DU2203'RIGHT, EAST FOR 0.6 MILE TO DAM IN CANAL.  CONTINUE EAST ON
 DU2203'MAIN TRAVELED ROAD FOR 3.7 MILES.  CROSS CANAL AND CONTINUE
 DU2203'NORTHERLY ON THE MAIN TRAVELED ROAD FOR 8.8 MILES TO A FORK IN
 DU2203'WASH.  KEEP RIGHT ON MAIN TRAVELED ROAD FOR 1.8 MILES TO CROSS
 DU2203'ROADS.  (FORT MC DOWELL INDIAN AGENCY IS ON THE LEFT) THEN
 DU2203'CONTINUE NORTH FOR 0.1 MILE AND THENCE LEFT FOR 50 YARDS TO A
 DU2203'FORK.  KEEPING RIGHT FORK GO 0.9 MILE (KEEP MAIN TRAVELED ROAD
 DU2203'OR STRAIGHT AHEAD FOR INTERVENING FORKS) TO A FORK.  HERE
 DU2203'LEAVE MAIN TRAVELED ROAD AND TAKE LEFT FORK WESTERLY ON TRACK
 DU2203'ROAD FOR 1.0 MILE TO GATE.  PASS THROUGH AND GO 0.65 MILE TO
 DU2203'BOTTOM OF SMALL HILL.  (AZIMUTH IS 0.1 MILE BEYOND THIS
 DU2203'POINT) HERE LEAVE THE ROAD AND GO NORTHERLY ACROSS SMALL WASHES
 DU2203'WHERE CONVENIENT FOR 0.2 MILE TO DIM TRACKS LEADING NORTHWEST.
 DU2203'FOLLOW DIM TRACKS FOR 0.2 MILE AND THEN BEAR RIGHT ACROSS
 DU2203'COUNTRY AGAIN TO BASE OF LOW RIDGE AND END OF TRUCK TRAVEL.
 DU2203'FROM HERE PACK UP TO TOP OF RIDGE AND STATION SITE.  A PACK OF
 DU2203'ABOUT 5 MINUTES.
 DU2203'
 DU2203'THE STATION IS A STANDARD GEOLOGICAL SURVEY BENCH MARK STAMPED--1812
 DU2203'(ELEVATION) AND IS SET IN THE TOP OF OUTCROPPING BOULDER THAT
 DU2203'PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE.  IT IS LOCATED
 DU2203'APPROXIMATELY 17 FEET SOUTHWEST OF THE HIGHEST POINT.
 DU2203'
 DU2203'R.M. 1 IS A STANDARD REFERENCE DISK STAMPED--FORT NO. 1 1935 AND
 DU2203'IS SET IN OUTCROPPING BOULDER THAT PROJECTS ABOUT 3 INCHES ABOVE
 DU2203'THE GROUND AND IS ABOUT 3 FEET LOWER THAN STATION.
 DU2203'
 DU2203'R.M. 3 (NEWLY ESTABLISHED) IS A STANDARD REFERENCE DISK
 DU2203'STAMPED--FORT BM USGS NO 3 1946 AND IS SET IN OUTCROPPING BOULDER
 DU2203'THAT PROJECTS ABOUT 10 INCHES AND IS ABOUT 2-1/2 FEET LOWER THAN
 DU2203'STATION.
 DU2203'
 DU2203'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED--FORT BM
 DU2203'USGS 1946 AND IS SET IN OUTCROPPING BOULDER THAT PROJECTS ABOUT
 DU2203'4 INCHES ABOVE THE GROUND AND IS LOCATED 14-1/2 FEET
 DU2203'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD AND 5 FEET WEST-NORTHWEST
 DU2203'OF A 3 FOOT ROCK CAIRN AND IS APPROXIMATELY 1/2 MILE SOUTH OF
 DU2203'STATION.
 DU2203'
 DU2203'R.M. 2 APPARENTLY HAS BEEN REMOVED.  NO TRACE WAS FOUND.
 DU2203'
 DU2203'DISTANCE ON R.M. 1 WAS CHECKED AND IS BELIEVED TO BE MORE NEARLY
 DU2203'CORRECT THAN PUBLISHED DISTANCE.
 DU2203
 DU2203                          STATION RECOVERY (1967)
 DU2203
 DU2203'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2203'ALL MARKS WERE FOUND IN GOOD CONDITION.
 DU2203
 DU2203                          STATION RECOVERY (2008)
 DU2203
 DU2203'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2203'RECOVERED STATION 1812=FORT, FORT RM 1 AND FORT RM 3 IN GOOD
 DU2203'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0358 ***********************************************************************
 DA0358  DESIGNATION -  1813.86
 DA0358  PID         -  DA0358
 DA0358  STATE/COUNTY-  AZ/PIMA
 DA0358  USGS QUAD   -  ARMENTA WELL (1990)
 DA0358
 DA0358                         *CURRENT SURVEY CONTROL
 DA0358  ___________________________________________________________________
 DA0358* NAD 83(1986)-  32 08 00.     (N)    112 46 03.     (W)     SCALED    
 DA0358* NAVD 88     -       553.13   (+/-2cm)    1814.7    (feet)  VERTCON   
 DA0358  ___________________________________________________________________
 DA0358  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DA0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0358
 DA0358.The horizontal coordinates were scaled from a topographic map and have
 DA0358.an estimated accuracy of +/- 6 seconds.
 DA0358
 DA0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0358.The vertical order pertains to the NGVD 29 superseded value.
 DA0358
 DA0358.The geoid height was determined by GEOID03.
 DA0358
 DA0358;                    North         East    Units  Estimated Accuracy
 DA0358;SPC AZ C     -   125,970.      133,090.      MT  (+/- 180 meters Scaled)
 DA0358
 DA0358                          SUPERSEDED SURVEY CONTROL
 DA0358
 DA0358  NGVD 29 (??/??/92)  552.391  (m)         1812.30   (f) ADJ UNCH    1 2
 DA0358
 DA0358.Superseded values are not recommended for survey control.
 DA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0358.See file dsdata.txt to determine how the superseded data were derived.
 DA0358
 DA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA332565(NAD 83)
 DA0358_MARKER: DD = SURVEY DISK
 DA0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0358_STAMPING: 1813.86 1A 955+00.00
 DA0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0358+STABILITY: SURFACE MOTION
 DA0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0358+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA0358
 DA0358  HISTORY     - Date     Condition        Report By
 DA0358  HISTORY     - UNK      MONUMENTED       USDA
 DA0358  HISTORY     - 1953     GOOD             NGS
 DA0358  HISTORY     - 1981     GOOD             NGS
 DA0358  HISTORY     - 20061112 GOOD             USPSQD
 DA0358
 DA0358                          STATION DESCRIPTION
 DA0358
 DA0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0358'20.55 MI SE FROM AJO.
 DA0358'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0358'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0358'HIGHWAY 86, THENCE 9.65 MILES SOUTH ALONG THE SONOYTA-AJO RAILROAD,
 DA0358'0.1 MILE SOUTH OF A DIP IN THE HIGHWAY, 49 1/2 FEET WEST OF THE CENTER
 DA0358'LINE OF THE HIGHWAY, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 DA0358'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0358'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0358
 DA0358                          STATION RECOVERY (1981)
 DA0358
 DA0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0358'RECOVERED IN GOOD CONDITION.
 DA0358
 DA0358                          STATION RECOVERY (2006)
 DA0358
 DA0358'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0075 ***********************************************************************
 EU0075  DESIGNATION -  1816.65
 EU0075  PID         -  EU0075
 EU0075  STATE/COUNTY-  AZ/MOHAVE
 EU0075  USGS QUAD   -  YUCCA (1970)
 EU0075
 EU0075                         *CURRENT SURVEY CONTROL
 EU0075  ___________________________________________________________________
 EU0075* NAD 83(1986)-  34 51 47.     (N)    114 08 50.     (W)     SCALED    
 EU0075* NAVD 88     -       554.397  (meters)    1818.88   (feet)  ADJUSTED  
 EU0075  ___________________________________________________________________
 EU0075  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EU0075  DYNAMIC HT  -         553.778 (meters)    1816.85  (feet)  COMP
 EU0075  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 EU0075
 EU0075  VERT ORDER  -  FIRST     CLASS II
 EU0075
 EU0075.The horizontal coordinates were scaled from a topographic map and have
 EU0075.an estimated accuracy of +/- 6 seconds.
 EU0075
 EU0075.The orthometric height was determined by differential leveling
 EU0075.and adjusted in June 1991.
 EU0075
 EU0075.The geoid height was determined by GEOID03.
 EU0075
 EU0075.The dynamic height is computed by dividing the NAVD 88
 EU0075.geopotential number by the normal gravity value computed on the
 EU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0075.degrees latitude (g = 980.6199 gals.).
 EU0075
 EU0075.The modeled gravity was interpolated from observed gravity values.
 EU0075
 EU0075;                    North         East    Units  Estimated Accuracy
 EU0075;SPC AZ W     -   428,470.      177,040.      MT  (+/- 180 meters Scaled)
 EU0075
 EU0075                          SUPERSEDED SURVEY CONTROL
 EU0075
 EU0075  NGVD 29 (??/??/??)  553.674  (m)         1816.51   (f) ADJUSTED    1 2
 EU0075
 EU0075.Superseded values are not recommended for survey control.
 EU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0075.See file dsdata.txt to determine how the superseded data were derived.
 EU0075
 EU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU607615(NAD 83)
 EU0075_MARKER: DD = SURVEY DISK
 EU0075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0075_STAMPING: 1816.65 1321X61 1951
 EU0075_MARK LOGO: AZHD  
 EU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0075+STABILITY: SURFACE MOTION
 EU0075
 EU0075  HISTORY     - Date     Condition        Report By
 EU0075  HISTORY     - 1951     MONUMENTED       AZHD
 EU0075  HISTORY     - 1961     GOOD             NGS
 EU0075  HISTORY     - 1981     GOOD             NGS
 EU0075  HISTORY     - 1981     GOOD             NGS
 EU0075
 EU0075                          STATION DESCRIPTION
 EU0075
 EU0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0075'1 MI S FROM YUCCA.
 EU0075'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0075'YUCCA, THENCE 0.7 MILES SOUTH ALONG U.S. HIGHWAY 66, NEAR MILE
 EU0075'POST 25, SET IN THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL
 EU0075'OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20 FEET EAST OF
 EU0075'THE CENTER LINE OF U.S. HIGHWAY 66, 48 YARDS NORTHEAST OF MILE
 EU0075'POST 25 AND ABOUT 0.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 EU0075
 EU0075                          STATION RECOVERY (1981)
 EU0075
 EU0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0075'0.2 KM (0.1 MI) SOUTHEAST ALONG THE SOUTH-BOUND LANES OF INTERSTATE
 EU0075'HIGHWAY 40 FROM THE JUNCTION OF ALAMO ROAD IN YUCCA, 0.2 KM (0.1 MI)
 EU0075'NORTH OF HIGHWAY MILEPOST 25, SET IN TOP OF THE EAST HEADWALL OF A
 EU0075'20-FOOT CONCRETE BOX CULVERT WITH TWO OPENINGS UNDER THE HIGHWAY, 6.1
 EU0075'METERS (20.0 FT) EAST OF THE CENTERLINE OF THE SOUTH-BOUND LANES.
 EU0075'THE MARK IS ABOVE LEVEL WITH THE SOUTH-BOUND LANES.
 EU0075
 EU0075                          STATION RECOVERY (1981)
 EU0075
 EU0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0116 ***********************************************************************
 DA0116  DESIGNATION -  1817.63
 DA0116  PID         -  DA0116
 DA0116  STATE/COUNTY-  AZ/MARICOPA
 DA0116  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0116
 DA0116                         *CURRENT SURVEY CONTROL
 DA0116  ___________________________________________________________________
 DA0116* NAD 83(1986)-  32 51 00.     (N)    112 20 35.     (W)     SCALED    
 DA0116* NAVD 88     -       554.66   (+/-2cm)    1819.7    (feet)  VERTCON   
 DA0116  ___________________________________________________________________
 DA0116  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0116
 DA0116.The horizontal coordinates were scaled from a topographic map and have
 DA0116.an estimated accuracy of +/- 6 seconds.
 DA0116
 DA0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0116.The vertical order pertains to the NGVD 29 superseded value.
 DA0116
 DA0116.The geoid height was determined by GEOID03.
 DA0116
 DA0116;                    North         East    Units  Estimated Accuracy
 DA0116;SPC AZ C     -   205,200.      173,450.      MT  (+/- 180 meters Scaled)
 DA0116
 DA0116                          SUPERSEDED SURVEY CONTROL
 DA0116
 DA0116  NGVD 29 (??/??/92)  553.997  (m)         1817.57   (f) ADJ UNCH    2 0
 DA0116
 DA0116.Superseded values are not recommended for survey control.
 DA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0116.See file dsdata.txt to determine how the superseded data were derived.
 DA0116
 DA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB743354(NAD 83)
 DA0116_MARKER: DD = SURVEY DISK
 DA0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0116_SP_SET: HEADWALL
 DA0116_STAMPING: 1817.63 1186+22 1959
 DA0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0116
 DA0116  HISTORY     - Date     Condition        Report By
 DA0116  HISTORY     - 1959     MONUMENTED       AZHD
 DA0116  HISTORY     - 1960     GOOD             NGS
 DA0116
 DA0116                          STATION DESCRIPTION
 DA0116
 DA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0116'22.4 MI W FROM STANFIELD.
 DA0116'22.4 MILES WEST OF STANFIELD, 0.1 MILE WEST OF MILEPOST 143, 33 FEET
 DA0116'NORTH OF CENTER LINE OF HIGHWAY, IN CENTER OF NORTH HEADWALL, ABOUT 1
 DA0116'FOOT LOWER THAN HIGHWAY.  MARK IS CEMENTED IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0511 ***********************************************************************
 GQ0511  DESIGNATION -  182 DOR
 GQ0511  PID         -  GQ0511
 GQ0511  STATE/COUNTY-  AZ/MOHAVE
 GQ0511  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0511
 GQ0511                         *CURRENT SURVEY CONTROL
 GQ0511  ___________________________________________________________________
 GQ0511* NAD 83(1986)-  36 16 33.     (N)    113 47 04.     (W)     SCALED    
 GQ0511* NAVD 88     -      1396.092  (meters)    4580.35   (feet)  POSTED    
 GQ0511  ___________________________________________________________________
 GQ0511  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GQ0511  DYNAMIC HT  -        1394.490 (meters)    4575.09  (feet)  COMP
 GQ0511  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 GQ0511
 GQ0511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0511
 GQ0511.The horizontal coordinates were scaled from a topographic map and have
 GQ0511.an estimated accuracy of +/- 6 seconds.
 GQ0511
 GQ0511.The orthometric height was determined by differential leveling
 GQ0511.and adjusted by the  in 1992.
 GQ0511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0511.rate of 0.0 thru 1.0 mm/km.
 GQ0511
 GQ0511.The geoid height was determined by GEOID03.
 GQ0511
 GQ0511.The dynamic height is computed by dividing the NAVD 88
 GQ0511.geopotential number by the normal gravity value computed on the
 GQ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0511.degrees latitude (g = 980.6199 gals.).
 GQ0511
 GQ0511.The modeled gravity was interpolated from observed gravity values.
 GQ0511
 GQ0511;                    North         East    Units  Estimated Accuracy
 GQ0511;SPC AZ W     -   585,140.      210,270.      MT  (+/- 180 meters Scaled)
 GQ0511
 GQ0511                          SUPERSEDED SURVEY CONTROL
 GQ0511
 GQ0511.No superseded survey control is available for this station.
 GQ0511
 GQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF498181(NAD 83)
 GQ0511_MARKER: DB = BENCH MARK DISK
 GQ0511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0511_SP_SET: COPPER-CLAD STEEL ROD
 GQ0511_STAMPING: 182 DOR 1970 4578
 GQ0511_MARK LOGO: USGS  
 GQ0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0511
 GQ0511  HISTORY     - Date     Condition        Report By
 GQ0511  HISTORY     - 1970     MONUMENTED       USGS
 GQ0511
 GQ0511                          STATION DESCRIPTION
 GQ0511
 GQ0511'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0511'138.2 KM (85.90 MI) SSW FROM ST GEORGE UT.
 GQ0511'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0511'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0511'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0511'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0511'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0511'THENCE 3.3 MILES SOUTH AND SOUTHWEST TO THE TOP OF A SLIGHT RISE, 125
 GQ0511'FEET SOUTHWEST OF THE JUNCTION OF A SMALL BLADED Y-ROAD LEADING EAST,
 GQ0511'35 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0511'THE MARK IS 3 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0353 ***********************************************************************
 DA0353  DESIGNATION -  1821.38
 DA0353  PID         -  DA0353
 DA0353  STATE/COUNTY-  AZ/PIMA
 DA0353  USGS QUAD   -  ARMENTA WELL (1990)
 DA0353
 DA0353                         *CURRENT SURVEY CONTROL
 DA0353  ___________________________________________________________________
 DA0353* NAD 83(1986)-  32 10 13.     (N)    112 45 45.     (W)     SCALED    
 DA0353* NAVD 88     -       555.59   (+/-2cm)    1822.8    (feet)  VERTCON   
 DA0353  ___________________________________________________________________
 DA0353  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA0353  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0353
 DA0353.The horizontal coordinates were scaled from a topographic map and have
 DA0353.an estimated accuracy of +/- 6 seconds.
 DA0353
 DA0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0353.The vertical order pertains to the NGVD 29 superseded value.
 DA0353
 DA0353.The geoid height was determined by GEOID03.
 DA0353
 DA0353;                    North         East    Units  Estimated Accuracy
 DA0353;SPC AZ C     -   130,060.      133,590.      MT  (+/- 180 meters Scaled)
 DA0353
 DA0353                          SUPERSEDED SURVEY CONTROL
 DA0353
 DA0353  NGVD 29 (??/??/92)  554.862  (m)         1820.41   (f) ADJ UNCH    1 2
 DA0353
 DA0353.Superseded values are not recommended for survey control.
 DA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0353.See file dsdata.txt to determine how the superseded data were derived.
 DA0353
 DA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA338606(NAD 83)
 DA0353_MARKER: DD = SURVEY DISK
 DA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0353_STAMPING: 1821.38 1A 1092+00.00
 DA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0353+STABILITY: SURFACE MOTION
 DA0353
 DA0353  HISTORY     - Date     Condition        Report By
 DA0353  HISTORY     - UNK      MONUMENTED       USDA
 DA0353  HISTORY     - 1953     GOOD             NGS
 DA0353  HISTORY     - 1981     GOOD             NGS
 DA0353
 DA0353                          STATION DESCRIPTION
 DA0353
 DA0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0353'17.9 MI SE FROM AJO.
 DA0353'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0353'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0353'HIGHWAY 86, THENCE 7.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 101
 DA0353'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET NORTH OF A
 DA0353'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DA0353'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0353
 DA0353                          STATION RECOVERY (1981)
 DA0353
 DA0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0489 ***********************************************************************
 DU0489  DESIGNATION -  1822.35
 DU0489  PID         -  DU0489
 DU0489  STATE/COUNTY-  AZ/PINAL
 DU0489  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0489
 DU0489                         *CURRENT SURVEY CONTROL
 DU0489  ___________________________________________________________________
 DU0489* NAD 83(1986)-  33 18 43.     (N)    111 24 45.     (W)     SCALED    
 DU0489* NAVD 88     -       556.13   (+/-2cm)    1824.6    (feet)  VERTCON   
 DU0489  ___________________________________________________________________
 DU0489  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0489
 DU0489.The horizontal coordinates were scaled from a topographic map and have
 DU0489.an estimated accuracy of +/- 6 seconds.
 DU0489
 DU0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0489.The vertical order pertains to the NGVD 29 superseded value.
 DU0489
 DU0489.The geoid height was determined by GEOID03.
 DU0489
 DU0489;                    North         East    Units  Estimated Accuracy
 DU0489;SPC AZ C     -   256,460.      260,310.      MT  (+/- 180 meters Scaled)
 DU0489
 DU0489                          SUPERSEDED SURVEY CONTROL
 DU0489
 DU0489  NGVD 29 (??/??/92)  555.591  (m)         1822.80   (f) ADJ UNCH    2 0
 DU0489
 DU0489.Superseded values are not recommended for survey control.
 DU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0489.See file dsdata.txt to determine how the superseded data were derived.
 DU0489
 DU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB616859(NAD 83)
 DU0489_MARKER: DD = SURVEY DISK
 DU0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0489_SP_SET: CULVERT
 DU0489_STAMPING: 1822.35 737+10
 DU0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0489+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU0489
 DU0489  HISTORY     - Date     Condition        Report By
 DU0489  HISTORY     - UNK      MONUMENTED       AZHD
 DU0489  HISTORY     - 1935     GOOD             NGS
 DU0489  HISTORY     - 1967     GOOD             NGS
 DU0489  HISTORY     - 20061227 GOOD             GEOCAC
 DU0489  HISTORY     - 20081212 GOOD             GEOCAC
 DU0489
 DU0489                          STATION DESCRIPTION
 DU0489
 DU0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0489'8.1 MI NW FROM FLORENCE JUNCTION.
 DU0489'8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, AT A
 DU0489'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTH
 DU0489'CONCRETE HEADWALL, AND 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DU0489'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1822.35
 DU0489'737+10.
 DU0489
 DU0489                          STATION RECOVERY (1967)
 DU0489
 DU0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0489'RECOVERED IN GOOD CONDITION.
 DU0489
 DU0489                          STATION RECOVERY (2006)
 DU0489
 DU0489'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0489'RECOVERED IN GOOD CONDITION.
 DU0489
 DU0489                          STATION RECOVERY (2008)
 DU0489
 DU0489'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0489'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0489'THE DESCRIPTION - THE STAMPING IS 1822.35 737+10 1930, AND THE MARK IS
 DU0489'LOCATED ON A CULVERT HEADWALL, NORTH OF THE EASTBOUND LANES. HANDHELD
 DU0489'COORDINATES
 DU0489'33 18 44.0 (N)   111 24 46.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0354 ***********************************************************************
 DA0354  DESIGNATION -  1825.28
 DA0354  PID         -  DA0354
 DA0354  STATE/COUNTY-  AZ/PIMA
 DA0354  USGS QUAD   -  ARMENTA WELL (1990)
 DA0354
 DA0354                         *CURRENT SURVEY CONTROL
 DA0354  ___________________________________________________________________
 DA0354* NAD 83(1986)-  32 10 13.     (N)    112 45 45.     (W)     SCALED    
 DA0354* NAVD 88     -       556.61   (+/-2cm)    1826.1    (feet)  VERTCON   
 DA0354  ___________________________________________________________________
 DA0354  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0354
 DA0354.The horizontal coordinates were scaled from a topographic map and have
 DA0354.an estimated accuracy of +/- 6 seconds.
 DA0354
 DA0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0354.The vertical order pertains to the NGVD 29 superseded value.
 DA0354
 DA0354.The geoid height was determined by GEOID03.
 DA0354
 DA0354;                    North         East    Units  Estimated Accuracy
 DA0354;SPC AZ C     -   130,060.      133,590.      MT  (+/- 180 meters Scaled)
 DA0354
 DA0354                          SUPERSEDED SURVEY CONTROL
 DA0354
 DA0354  NGVD 29 (??/??/92)  555.884  (m)         1823.76   (f) ADJ UNCH    1 2
 DA0354
 DA0354.Superseded values are not recommended for survey control.
 DA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0354.See file dsdata.txt to determine how the superseded data were derived.
 DA0354
 DA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA338606(NAD 83)
 DA0354_MARKER: DD = SURVEY DISK
 DA0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0354_STAMPING: 1825.28 1A 1092.00.00
 DA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0354+STABILITY: SURFACE MOTION
 DA0354
 DA0354  HISTORY     - Date     Condition        Report By
 DA0354  HISTORY     - UNK      MONUMENTED       USDA
 DA0354  HISTORY     - 1953     GOOD             NGS
 DA0354  HISTORY     - 1981     GOOD             NGS
 DA0354
 DA0354                          STATION DESCRIPTION
 DA0354
 DA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0354'17.9 MI SE FROM AJO.
 DA0354'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0354'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0354'HIGHWAY 86, THENCE 7.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.1
 DA0354'MILE NORTH OF A DIP IN THE HIGHWAY, 99.2 FEET EAST OF THE CENTER LINE
 DA0354'OF THE HIGHWAY, 2.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0354'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DA0354'ABOVE THE GROUND.
 DA0354
 DA0354                          STATION RECOVERY (1981)
 DA0354
 DA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0096 ***********************************************************************
 DA0096  DESIGNATION -  1828
 DA0096  PID         -  DA0096
 DA0096  STATE/COUNTY-  AZ/MARICOPA
 DA0096  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0096
 DA0096                         *CURRENT SURVEY CONTROL
 DA0096  ___________________________________________________________________
 DA0096* NAD 83(1986)-  32 50 10.     (N)    112 12 13.     (W)     SCALED    
 DA0096* NAVD 88     -       557.96   (+/-2cm)    1830.6    (feet)  VERTCON   
 DA0096  ___________________________________________________________________
 DA0096  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0096
 DA0096.The horizontal coordinates were scaled from a topographic map and have
 DA0096.an estimated accuracy of +/- 6 seconds.
 DA0096
 DA0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0096.The vertical order pertains to the NGVD 29 superseded value.
 DA0096
 DA0096.The geoid height was determined by GEOID03.
 DA0096
 DA0096;                    North         East    Units  Estimated Accuracy
 DA0096;SPC AZ C     -   203,610.      186,500.      MT  (+/- 180 meters Scaled)
 DA0096
 DA0096                          SUPERSEDED SURVEY CONTROL
 DA0096
 DA0096  NGVD 29 (??/??/92)  557.30   (m)         1828.4    (f) COMPUTED    2 0
 DA0096
 DA0096.Superseded values are not recommended for survey control.
 DA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0096.See file dsdata.txt to determine how the superseded data were derived.
 DA0096
 DA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB873337(NAD 83)
 DA0096_MARKER: DD = SURVEY DISK
 DA0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0096_SP_SET: CULVERT
 DA0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0096
 DA0096  HISTORY     - Date     Condition        Report By
 DA0096  HISTORY     - UNK      MONUMENTED       AZHD
 DA0096  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0096
 DA0096                          STATION DESCRIPTION
 DA0096
 DA0096'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) UNK
 DA0096'14.6 MI W FROM STANDFIELD.
 DA0096'IN MARICOPA COUNTY, 14.6 MILES WEST ALONG STATE HIGHWAY 84 FROM THE
 DA0096'POST OFFICE AT STANFIELD, PINAL COUNTY, 29 FEET WEST OF THE
 DA0096'MARICOPA-PINAL COUNTY LINE, 12 FEET SOUTH OF THE CENTERLINE OF THE
 DA0096'HIGHWAY, AT AN IRON PIPE CULVERT, AND IN THE TOP OF THE SOUTH CONCRETE
 DA0096'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 DA0096'UNSTAMPED.
 DA0096
 DA0096                          STATION RECOVERY (1963)
 DA0096
 DA0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0157 ***********************************************************************
 DA0157  DESIGNATION -  1829
 DA0157  PID         -  DA0157
 DA0157  STATE/COUNTY-  AZ/MARICOPA
 DA0157  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0157
 DA0157                         *CURRENT SURVEY CONTROL
 DA0157  ___________________________________________________________________
 DA0157* NAD 83(1986)-  32 48 11.     (N)    112 14 33.     (W)     SCALED    
 DA0157* NAVD 88     -       558.07   (+/-2cm)    1830.9    (feet)  VERTCON   
 DA0157  ___________________________________________________________________
 DA0157  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0157
 DA0157.The horizontal coordinates were scaled from a topographic map and have
 DA0157.an estimated accuracy of +/- 6 seconds.
 DA0157
 DA0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0157.The vertical order pertains to the NGVD 29 superseded value.
 DA0157
 DA0157.The geoid height was determined by GEOID03.
 DA0157
 DA0157;                    North         East    Units  Estimated Accuracy
 DA0157;SPC AZ C     -   199,960.      182,850.      MT  (+/- 180 meters Scaled)
 DA0157
 DA0157                          SUPERSEDED SURVEY CONTROL
 DA0157
 DA0157  NGVD 29 (??/??/92)  557.412  (m)         1828.78   (f) ADJ UNCH    2 0
 DA0157
 DA0157.Superseded values are not recommended for survey control.
 DA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0157.See file dsdata.txt to determine how the superseded data were derived.
 DA0157
 DA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB836301(NAD 83)
 DA0157_MARKER: B = BOLT
 DA0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0157+STABILITY: SURFACE MOTION
 DA0157
 DA0157  HISTORY     - Date     Condition        Report By
 DA0157  HISTORY     - UNK      MONUMENTED       USGS
 DA0157  HISTORY     - 1968     GOOD             DOD
 DA0157
 DA0157                          STATION DESCRIPTION
 DA0157
 DA0157'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 DA0157'28.2 MI E FROM GILA.
 DA0157'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0157'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 2.8 MILES SOUTH
 DA0157'ALONG A DIM TRACK ROAD.  0.25 MILE SOUTH OF THE J.V. PACE RANCH HOUSE,
 DA0157'AT THE TOP OF A SMALL RISE, 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 DA0157'ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  AN IRON BOLT, SET IN THE TOP
 DA0157'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 DA0157
 DA0157                          STATION RECOVERY (1968)
 DA0157
 DA0157'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 DA0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0512 ***********************************************************************
 GQ0512  DESIGNATION -  183 DOR
 GQ0512  PID         -  GQ0512
 GQ0512  STATE/COUNTY-  AZ/MOHAVE
 GQ0512  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0512
 GQ0512                         *CURRENT SURVEY CONTROL
 GQ0512  ___________________________________________________________________
 GQ0512* NAD 83(1986)-  36 16 00.     (N)    113 47 44.     (W)     SCALED    
 GQ0512* NAVD 88     -      1406.456  (meters)    4614.35   (feet)  POSTED    
 GQ0512  ___________________________________________________________________
 GQ0512  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 GQ0512  DYNAMIC HT  -        1404.840 (meters)    4609.05  (feet)  COMP
 GQ0512  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 GQ0512
 GQ0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0512
 GQ0512.The horizontal coordinates were scaled from a topographic map and have
 GQ0512.an estimated accuracy of +/- 6 seconds.
 GQ0512
 GQ0512.The orthometric height was determined by differential leveling
 GQ0512.and adjusted by the  in 1992.
 GQ0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0512.rate of 0.0 thru 1.0 mm/km.
 GQ0512
 GQ0512.The geoid height was determined by GEOID03.
 GQ0512
 GQ0512.The dynamic height is computed by dividing the NAVD 88
 GQ0512.geopotential number by the normal gravity value computed on the
 GQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0512.degrees latitude (g = 980.6199 gals.).
 GQ0512
 GQ0512.The modeled gravity was interpolated from observed gravity values.
 GQ0512
 GQ0512;                    North         East    Units  Estimated Accuracy
 GQ0512;SPC AZ W     -   584,120.      209,270.      MT  (+/- 180 meters Scaled)
 GQ0512
 GQ0512                          SUPERSEDED SURVEY CONTROL
 GQ0512
 GQ0512  NGVD 29 (??/??/92) 1405.67   (m)         4611.8    (f) COMPUTED    3 0
 GQ0512
 GQ0512.Superseded values are not recommended for survey control.
 GQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0512.See file dsdata.txt to determine how the superseded data were derived.
 GQ0512
 GQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF488171(NAD 83)
 GQ0512_MARKER: DB = BENCH MARK DISK
 GQ0512_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0512_SP_SET: BEDROCK
 GQ0512_STAMPING: 183 DOR 1970 4612
 GQ0512_MARK LOGO: USGS  
 GQ0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0512+STABILITY: POSITION/ELEVATION WELL
 GQ0512
 GQ0512  HISTORY     - Date     Condition        Report By
 GQ0512  HISTORY     - 1970     MONUMENTED       USGS
 GQ0512
 GQ0512                          STATION DESCRIPTION
 GQ0512
 GQ0512'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0512'139.7 KM (86.80 MI) SSW FROM ST GEORGE UT.
 GQ0512'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0512'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0512'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0512'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0512'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0512'THENCE 4.2 MILES SOUTH AND SOUTHWEST TO THE TOP OF A HILL, 0.1 MILE
 GQ0512'NORTH OF A CABIN, 42 FEET NORTHWEST OF THE ROAD.
 GQ0512'THE MARK IS 3 FT  S FROM  A WITNESS POST
 GQ0512'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0488 ***********************************************************************
 DU0488  DESIGNATION -  1832
 DU0488  PID         -  DU0488
 DU0488  STATE/COUNTY-  AZ/PINAL
 DU0488  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0488
 DU0488                         *CURRENT SURVEY CONTROL
 DU0488  ___________________________________________________________________
 DU0488* NAD 83(1986)-  33 18 30.     (N)    111 24 31.     (W)     SCALED    
 DU0488* NAVD 88     -       558.84   (+/-2cm)    1833.5    (feet)  VERTCON   
 DU0488  ___________________________________________________________________
 DU0488  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0488
 DU0488.The horizontal coordinates were scaled from a topographic map and have
 DU0488.an estimated accuracy of +/- 6 seconds.
 DU0488
 DU0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0488.The vertical order pertains to the NGVD 29 superseded value.
 DU0488
 DU0488.The geoid height was determined by GEOID03.
 DU0488
 DU0488;                    North         East    Units  Estimated Accuracy
 DU0488;SPC AZ C     -   256,060.      260,670.      MT  (+/- 180 meters Scaled)
 DU0488
 DU0488                          SUPERSEDED SURVEY CONTROL
 DU0488
 DU0488  NGVD 29 (??/??/92)  558.305  (m)         1831.71   (f) ADJ UNCH    2 0
 DU0488
 DU0488.Superseded values are not recommended for survey control.
 DU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0488.See file dsdata.txt to determine how the superseded data were derived.
 DU0488
 DU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB619855(NAD 83)
 DU0488_MARKER: P = PIPE CAP
 DU0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0488_STAMPING: 1832 PHNX
 DU0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0488+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU0488
 DU0488  HISTORY     - Date     Condition        Report By
 DU0488  HISTORY     - UNK      MONUMENTED       USGS
 DU0488  HISTORY     - 1935     GOOD             NGS
 DU0488  HISTORY     - 20070505 GOOD             GEOCAC
 DU0488  HISTORY     - 20081212 GOOD             GEOCAC
 DU0488
 DU0488                          STATION DESCRIPTION
 DU0488
 DU0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0488'7.7 MI NW FROM FLORENCE JCT.
 DU0488'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.1
 DU0488'MILE WEST OF THE POINT WHERE A LINE OF TELEPHONE POLES CROSSES THE
 DU0488'HIGHWAY, 180 FEET SOUTHEAST OF A CONCRETE-BOX CULVERT (THE CULVERT IS
 DU0488'AT HIGHWAY STATION 754+15), AND 150 FEET SOUTH OF THE CENTERLINE OF
 DU0488'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DU0488'1832 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DU0488
 DU0488                          STATION RECOVERY (2007)
 DU0488
 DU0488'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0488'RECOVERED IN GOOD CONDITION.
 DU0488
 DU0488                          STATION RECOVERY (2008)
 DU0488
 DU0488'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0488'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0488'THE DESCRIPTION - THE MARK IS LOCATED 50 FEET SOUTH OF THE HIGHWAY
 DU0488'RIGHT OF WAY FENCE. HANDHELD COORDINATES
 DU0488'33 18 30.7 (N)   111 24 32.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0113 ***********************************************************************
 DA0113  DESIGNATION -  1835.81
 DA0113  PID         -  DA0113
 DA0113  STATE/COUNTY-  AZ/MARICOPA
 DA0113  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0113
 DA0113                         *CURRENT SURVEY CONTROL
 DA0113  ___________________________________________________________________
 DA0113* NAD 83(1986)-  32 50 57.     (N)    112 19 09.     (W)     SCALED    
 DA0113* NAVD 88     -       560.52   (+/-2cm)    1839.0    (feet)  VERTCON   
 DA0113  ___________________________________________________________________
 DA0113  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0113
 DA0113.The horizontal coordinates were scaled from a topographic map and have
 DA0113.an estimated accuracy of +/- 6 seconds.
 DA0113
 DA0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0113.The vertical order pertains to the NGVD 29 superseded value.
 DA0113
 DA0113.The geoid height was determined by GEOID03.
 DA0113
 DA0113;                    North         East    Units  Estimated Accuracy
 DA0113;SPC AZ C     -   205,100.      175,690.      MT  (+/- 180 meters Scaled)
 DA0113
 DA0113                          SUPERSEDED SURVEY CONTROL
 DA0113
 DA0113  NGVD 29 (??/??/92)  559.862  (m)         1836.81   (f) ADJ UNCH    2 0
 DA0113
 DA0113.Superseded values are not recommended for survey control.
 DA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0113.See file dsdata.txt to determine how the superseded data were derived.
 DA0113
 DA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB765353(NAD 83)
 DA0113_MARKER: DD = SURVEY DISK
 DA0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0113_SP_SET: BRIDGE
 DA0113_STAMPING: 1835.81 1260+25 1959
 DA0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0113
 DA0113  HISTORY     - Date     Condition        Report By
 DA0113  HISTORY     - 1959     MONUMENTED       AZHD
 DA0113  HISTORY     - 1960     GOOD             NGS
 DA0113
 DA0113                          STATION DESCRIPTION
 DA0113
 DA0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0113'21.0 MI W FROM STANFIELD.
 DA0113'21.0 MILES WEST OF STANFIELD ON STATE HIGHWAY 84, 25 FEET NORTH OF
 DA0113'CENTER LINE OF HIGHWAY IN CENTER OF NORTH HEADWALL OF BRIDGE OVER
 DA0113'FREEMAN ROAD IN DRILL HOLE, 1 FOOT HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0445 ***********************************************************************
 DA0445  DESIGNATION -  1837.7
 DA0445  PID         -  DA0445
 DA0445  STATE/COUNTY-  AZ/PIMA
 DA0445  USGS QUAD   -  GUNSIGHT (1990)
 DA0445
 DA0445                         *CURRENT SURVEY CONTROL
 DA0445  ___________________________________________________________________
 DA0445* NAD 83(1986)-  32 14 38.     (N)    112 43 38.     (W)     SCALED    
 DA0445* NAVD 88     -       560.78   (+/-2cm)    1839.8    (feet)  VERTCON   
 DA0445  ___________________________________________________________________
 DA0445  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA0445  VERT ORDER  -  ? (See Below)
 DA0445
 DA0445.The horizontal coordinates were scaled from a topographic map and have
 DA0445.an estimated accuracy of +/- 6 seconds.
 DA0445
 DA0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0445.The vertical order pertains to the NGVD 29 superseded value.
 DA0445
 DA0445.The geoid height was determined by GEOID03.
 DA0445
 DA0445;                    North         East    Units  Estimated Accuracy
 DA0445;SPC AZ C     -   138,200.      136,980.      MT  (+/- 180 meters Scaled)
 DA0445
 DA0445                          SUPERSEDED SURVEY CONTROL
 DA0445
 DA0445  NGVD 29 (??/??/92)  560.055  (m)         1837.45   (f) ADJ UNCH    ?  
 DA0445
 DA0445.Superseded values are not recommended for survey control.
 DA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0445.See file dsdata.txt to determine how the superseded data were derived.
 DA0445
 DA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA372687(NAD 83)
 DA0445_MARKER: P = PIPE CAP
 DA0445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0445_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0445_STAMPING: S 1 S 6 S 31 S 36 T 13S T 14S R4 W PR
 DA0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0445
 DA0445  HISTORY     - Date     Condition        Report By
 DA0445  HISTORY     - UNK      MONUMENTED       USGLO
 DA0445  HISTORY     - 1962     MARK NOT FOUND   NGS
 DA0445
 DA0445                          STATION DESCRIPTION
 DA0445
 DA0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0445'12.8 MI SE FROM AJO.
 DA0445'12.8 MILES SOUTHEAST OF AJO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 DA0445'REACHED FROM TUCSON, CORNELIA AND GILA BEND RAILROAD STATION BY GOING
 DA0445'0.2 MILE SOUTHEAST ALONG THE TRACK, THENCE 12.6 MILES SOUTHEAST ALONG
 DA0445'STATE HIGHWAY 86, AT THE WESTERN BOUNDARY OF THE PAPAGO INDIAN
 DA0445'RESERVATION 82 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 DA0445'FENCE LINE.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED
 DA0445'S 1 S 6 S 31 S 36 T 13S T 14S R4 W PR AND RIVETED ON THE TOP OF A
 DA0445'3-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0513 ***********************************************************************
 GQ0513  DESIGNATION -  184 DOR
 GQ0513  PID         -  GQ0513
 GQ0513  STATE/COUNTY-  AZ/MOHAVE
 GQ0513  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0513
 GQ0513                         *CURRENT SURVEY CONTROL
 GQ0513  ___________________________________________________________________
 GQ0513* NAD 83(1986)-  36 16 33.     (N)    113 48 25.     (W)     SCALED    
 GQ0513* NAVD 88     -      1260.062  (meters)    4134.05   (feet)  POSTED    
 GQ0513  ___________________________________________________________________
 GQ0513  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 GQ0513  DYNAMIC HT  -        1258.630 (meters)    4129.36  (feet)  COMP
 GQ0513  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 GQ0513
 GQ0513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0513
 GQ0513.The horizontal coordinates were scaled from a topographic map and have
 GQ0513.an estimated accuracy of +/- 6 seconds.
 GQ0513
 GQ0513.The orthometric height was determined by differential leveling
 GQ0513.and adjusted by the  in 1992.
 GQ0513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0513.rate of 0.0 thru 1.0 mm/km.
 GQ0513
 GQ0513.The geoid height was determined by GEOID03.
 GQ0513
 GQ0513.The dynamic height is computed by dividing the NAVD 88
 GQ0513.geopotential number by the normal gravity value computed on the
 GQ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0513.degrees latitude (g = 980.6199 gals.).
 GQ0513
 GQ0513.The modeled gravity was interpolated from observed gravity values.
 GQ0513
 GQ0513;                    North         East    Units  Estimated Accuracy
 GQ0513;SPC AZ W     -   585,140.      208,240.      MT  (+/- 180 meters Scaled)
 GQ0513
 GQ0513                          SUPERSEDED SURVEY CONTROL
 GQ0513
 GQ0513  NGVD 29 (??/??/92) 1259.28   (m)         4131.5    (f) COMPUTED    3 0
 GQ0513
 GQ0513.Superseded values are not recommended for survey control.
 GQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0513.See file dsdata.txt to determine how the superseded data were derived.
 GQ0513
 GQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF478181(NAD 83)
 GQ0513_MARKER: DB = BENCH MARK DISK
 GQ0513_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0513_SP_SET: ROCK OUTCROP
 GQ0513_STAMPING: 184 DOR 1970 4131
 GQ0513_MARK LOGO: USGS  
 GQ0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0513+STABILITY: POSITION/ELEVATION WELL
 GQ0513
 GQ0513  HISTORY     - Date     Condition        Report By
 GQ0513  HISTORY     - 1970     MONUMENTED       USGS
 GQ0513
 GQ0513                          STATION DESCRIPTION
 GQ0513
 GQ0513'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0513'140.0 KM (87.00 MI) SSW FROM ST GEORGE UT.
 GQ0513'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0513'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0513'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0513'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0513'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0513'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0513'MESQUITE, THENCE 1.1 MILES WEST, 0.5 MILES WEST OF THE SAVANIC MINE
 GQ0513'SHAFTS, 32 FEET NORTH OF THE ROAD.
 GQ0513'THE MARK IS 4 FT  N FROM  A WITNESS POST
 GQ0513'THE MARK IS 8 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0486 ***********************************************************************
 DU0486  DESIGNATION -  1840.73
 DU0486  PID         -  DU0486
 DU0486  STATE/COUNTY-  AZ/PINAL
 DU0486  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0486
 DU0486                         *CURRENT SURVEY CONTROL
 DU0486  ___________________________________________________________________
 DU0486* NAD 83(1986)-  33 17 54.     (N)    111 23 43.     (W)     SCALED    
 DU0486* NAVD 88     -       561.70   (+/-2cm)    1842.8    (feet)  VERTCON   
 DU0486  ___________________________________________________________________
 DU0486  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0486
 DU0486.The horizontal coordinates were scaled from a topographic map and have
 DU0486.an estimated accuracy of +/- 6 seconds.
 DU0486
 DU0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0486.The vertical order pertains to the NGVD 29 superseded value.
 DU0486
 DU0486.The geoid height was determined by GEOID03.
 DU0486
 DU0486;                    North         East    Units  Estimated Accuracy
 DU0486;SPC AZ C     -   254,960.      261,920.      MT  (+/- 180 meters Scaled)
 DU0486
 DU0486                          SUPERSEDED SURVEY CONTROL
 DU0486
 DU0486  NGVD 29 (??/??/92)  561.163  (m)         1841.08   (f) ADJ UNCH    2 0
 DU0486
 DU0486.Superseded values are not recommended for survey control.
 DU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0486.See file dsdata.txt to determine how the superseded data were derived.
 DU0486
 DU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB631844(NAD 83)
 DU0486_MARKER: DD = SURVEY DISK
 DU0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0486_SP_SET: BRIDGE
 DU0486_STAMPING: 1840.73 STA 817+70.5 1930
 DU0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0486
 DU0486  HISTORY     - Date     Condition        Report By
 DU0486  HISTORY     - 1930     MONUMENTED       AZHD
 DU0486  HISTORY     - 1935     GOOD             NGS
 DU0486  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 DU0486
 DU0486                          STATION DESCRIPTION
 DU0486
 DU0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0486'6.6 MI NW FROM FLORENCE JUNCTION.
 DU0486'6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.3
 DU0486'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, AT A CONCRETE BRIDGE, IN THE
 DU0486'TOP OF THE WEST END POST OF THE SOUTH GUARDRAIL, AND AT THE ANGLE
 DU0486'POINT.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DU0486'1840.73 STA 817+70.5 1930.
 DU0486
 DU0486                          STATION RECOVERY (2007)
 DU0486
 DU0486'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0486'THE ORIGINAL GUARDRAILS HAVE BEEN REMOVED AND REPLACED WITH SOLID
 DU0486'CONCRETE GUARDRAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0089 ***********************************************************************
 DA0089  DESIGNATION -  1847.13
 DA0089  PID         -  DA0089
 DA0089  STATE/COUNTY-  AZ/PINAL
 DA0089  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0089
 DA0089                         *CURRENT SURVEY CONTROL
 DA0089  ___________________________________________________________________
 DA0089* NAD 83(1986)-  32 50 05.     (N)    112 08 13.     (W)     SCALED    
 DA0089* NAVD 88     -       563.74   (+/-2cm)    1849.5    (feet)  VERTCON   
 DA0089  ___________________________________________________________________
 DA0089  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DA0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0089
 DA0089.The horizontal coordinates were scaled from a topographic map and have
 DA0089.an estimated accuracy of +/- 6 seconds.
 DA0089
 DA0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0089.The vertical order pertains to the NGVD 29 superseded value.
 DA0089
 DA0089.The geoid height was determined by GEOID03.
 DA0089
 DA0089;                    North         East    Units  Estimated Accuracy
 DA0089;SPC AZ C     -   203,450.      192,740.      MT  (+/- 180 meters Scaled)
 DA0089
 DA0089                          SUPERSEDED SURVEY CONTROL
 DA0089
 DA0089  NGVD 29 (??/??/92)  563.094  (m)         1847.42   (f) ADJ UNCH    2 0
 DA0089
 DA0089.Superseded values are not recommended for survey control.
 DA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0089.See file dsdata.txt to determine how the superseded data were derived.
 DA0089
 DA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB935335(NAD 83)
 DA0089_MARKER: DD = SURVEY DISK
 DA0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0089_SP_SET: CULVERT
 DA0089_STAMPING: 1847.13 1867+78 1934
 DA0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0089
 DA0089  HISTORY     - Date     Condition        Report By
 DA0089  HISTORY     - 1934     MONUMENTED       AZHD
 DA0089  HISTORY     - 1960     GOOD             NGS
 DA0089  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0089
 DA0089                          STATION DESCRIPTION
 DA0089
 DA0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0089'10.9 MI W FROM STANFIELD.
 DA0089'10.9 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0089'STANFIELD, PINAL COUNTY, AT SURVEY STATION 1867+78, AT A 4- BY 10-FOOT
 DA0089'CONCRETE BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH
 DA0089'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DA0089'1847.13 1867+78 1934.
 DA0089
 DA0089                          STATION RECOVERY (1963)
 DA0089
 DA0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0514 ***********************************************************************
 GQ0514  DESIGNATION -  185 DOR
 GQ0514  PID         -  GQ0514
 GQ0514  STATE/COUNTY-  AZ/MOHAVE
 GQ0514  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0514
 GQ0514                         *CURRENT SURVEY CONTROL
 GQ0514  ___________________________________________________________________
 GQ0514* NAD 83(1986)-  36 16 37.     (N)    113 49 06.     (W)     SCALED    
 GQ0514* NAVD 88     -      1252.264  (meters)    4108.47   (feet)  POSTED    
 GQ0514  ___________________________________________________________________
 GQ0514  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 GQ0514  DYNAMIC HT  -        1250.860 (meters)    4103.86  (feet)  COMP
 GQ0514  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 GQ0514
 GQ0514  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0514
 GQ0514.The horizontal coordinates were scaled from a topographic map and have
 GQ0514.an estimated accuracy of +/- 6 seconds.
 GQ0514
 GQ0514.The orthometric height was determined by differential leveling
 GQ0514.and adjusted by the  in 1992.
 GQ0514.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0514.rate of 0.0 thru 1.0 mm/km.
 GQ0514
 GQ0514.The geoid height was determined by GEOID03.
 GQ0514
 GQ0514.The dynamic height is computed by dividing the NAVD 88
 GQ0514.geopotential number by the normal gravity value computed on the
 GQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0514.degrees latitude (g = 980.6199 gals.).
 GQ0514
 GQ0514.The modeled gravity was interpolated from observed gravity values.
 GQ0514
 GQ0514;                    North         East    Units  Estimated Accuracy
 GQ0514;SPC AZ W     -   585,260.      207,220.      MT  (+/- 180 meters Scaled)
 GQ0514
 GQ0514                          SUPERSEDED SURVEY CONTROL
 GQ0514
 GQ0514  NGVD 29 (??/??/92) 1251.50   (m)         4106.0    (f) COMPUTED    3 0
 GQ0514
 GQ0514.Superseded values are not recommended for survey control.
 GQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0514.See file dsdata.txt to determine how the superseded data were derived.
 GQ0514
 GQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF468183(NAD 83)
 GQ0514_MARKER: DB = BENCH MARK DISK
 GQ0514_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0514_SP_SET: ROCK OUTCROP
 GQ0514_STAMPING: 185 DOR 1970 4106
 GQ0514_MARK LOGO: USGS  
 GQ0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0514+STABILITY: POSITION/ELEVATION WELL
 GQ0514
 GQ0514  HISTORY     - Date     Condition        Report By
 GQ0514  HISTORY     - 1970     MONUMENTED       USGS
 GQ0514
 GQ0514                          STATION DESCRIPTION
 GQ0514
 GQ0514'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0514'141.8 KM (88.10 MI) SSW FROM ST GEORGE UT.
 GQ0514'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0514'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0514'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0514'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0514'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0514'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0514'MESQUITE, THENCE 2.2 MILES WEST, 16 FEET NORTH OF THE ROAD.
 GQ0514'THE MARK IS 4.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0080 ***********************************************************************
 EU0080  DESIGNATION -  1857.060
 EU0080  PID         -  EU0080
 EU0080  STATE/COUNTY-  AZ/MOHAVE
 EU0080  USGS QUAD   -  YUCCA NW (1970)
 EU0080
 EU0080                         *CURRENT SURVEY CONTROL
 EU0080  ___________________________________________________________________
 EU0080* NAD 83(1986)-  34 53 00.     (N)    114 08 57.     (W)     SCALED    
 EU0080* NAVD 88     -       566.760  (meters)    1859.45   (feet)  ADJUSTED  
 EU0080  ___________________________________________________________________
 EU0080  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 EU0080  DYNAMIC HT  -         566.124 (meters)    1857.36  (feet)  COMP
 EU0080  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 EU0080
 EU0080  VERT ORDER  -  FIRST     CLASS II
 EU0080
 EU0080.The horizontal coordinates were scaled from a topographic map and have
 EU0080.an estimated accuracy of +/- 6 seconds.
 EU0080
 EU0080.The orthometric height was determined by differential leveling
 EU0080.and adjusted in June 1991.
 EU0080
 EU0080.The geoid height was determined by GEOID03.
 EU0080
 EU0080.The dynamic height is computed by dividing the NAVD 88
 EU0080.geopotential number by the normal gravity value computed on the
 EU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0080.degrees latitude (g = 980.6199 gals.).
 EU0080
 EU0080.The modeled gravity was interpolated from observed gravity values.
 EU0080
 EU0080;                    North         East    Units  Estimated Accuracy
 EU0080;SPC AZ W     -   430,720.      176,870.      MT  (+/- 180 meters Scaled)
 EU0080
 EU0080                          SUPERSEDED SURVEY CONTROL
 EU0080
 EU0080  NGVD 29 (??/??/??)  566.033  (m)         1857.06   (f) ADJUSTED    1 2
 EU0080
 EU0080.Superseded values are not recommended for survey control.
 EU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0080.See file dsdata.txt to determine how the superseded data were derived.
 EU0080
 EU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU605638(NAD 83)
 EU0080_MARKER: DD = SURVEY DISK
 EU0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0080_SP_SET: BRIDGE CURB
 EU0080_STAMPING: 1857.060 1396X8742 1952
 EU0080_MARK LOGO: AZHD  
 EU0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0080
 EU0080  HISTORY     - Date     Condition        Report By
 EU0080  HISTORY     - 1952     MONUMENTED       AZHD
 EU0080  HISTORY     - 1961     GOOD             NGS
 EU0080  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0080  HISTORY     - 1981     GOOD             NGS
 EU0080
 EU0080                          STATION DESCRIPTION
 EU0080
 EU0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0080'1.2 MI N FROM YUCCA.
 EU0080'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0080'THENCE 0.85 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN THE TOP OF
 EU0080'THE NORTH END OF THE EAST CONCRETE CURBING OF A 200 FOOT CONCRETE
 EU0080'BRIDGE OVER WILLOW CREEK, 15 FEET EAST OF THE CENTER LINE OF U.S.
 EU0080'HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0080
 EU0080                          STATION RECOVERY (1970)
 EU0080
 EU0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0080'MARK NOT FOUND.
 EU0080
 EU0080                          STATION RECOVERY (1981)
 EU0080
 EU0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0080'2.15 KM (1.35 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0080'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT THE WEST BOUND
 EU0080'TRAFFIC LANES BRIDGE OVER WILLOWS CREEK, IN TOP OF THE NORTH END OF
 EU0080'THE EAST CURB, 0.55 KM (0.35 MI) NORTHEAST OF THE PROVING GROUNDS
 EU0080'ROAD OVERPASS, 4.6 METERS (15 FT) EAST OF THE CENTERLINE OF THE WEST
 EU0080'BOUND LANES.
 EU0080'THE MARK IS 0.3 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0515 ***********************************************************************
 GQ0515  DESIGNATION -  186 DOR
 GQ0515  PID         -  GQ0515
 GQ0515  STATE/COUNTY-  AZ/MOHAVE
 GQ0515  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0515
 GQ0515                         *CURRENT SURVEY CONTROL
 GQ0515  ___________________________________________________________________
 GQ0515* NAD 83(1986)-  36 16 19.     (N)    113 49 14.     (W)     SCALED    
 GQ0515* NAVD 88     -      1143.217  (meters)    3750.70   (feet)  POSTED    
 GQ0515  ___________________________________________________________________
 GQ0515  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 GQ0515  DYNAMIC HT  -        1141.930 (meters)    3746.48  (feet)  COMP
 GQ0515  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 GQ0515
 GQ0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0515
 GQ0515.The horizontal coordinates were scaled from a topographic map and have
 GQ0515.an estimated accuracy of +/- 6 seconds.
 GQ0515
 GQ0515.The orthometric height was determined by differential leveling
 GQ0515.and adjusted by the  in 1992.
 GQ0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0515.rate of 0.0 thru 1.0 mm/km.
 GQ0515
 GQ0515.The geoid height was determined by GEOID03.
 GQ0515
 GQ0515.The dynamic height is computed by dividing the NAVD 88
 GQ0515.geopotential number by the normal gravity value computed on the
 GQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0515.degrees latitude (g = 980.6199 gals.).
 GQ0515
 GQ0515.The modeled gravity was interpolated from observed gravity values.
 GQ0515
 GQ0515;                    North         East    Units  Estimated Accuracy
 GQ0515;SPC AZ W     -   584,710.      207,020.      MT  (+/- 180 meters Scaled)
 GQ0515
 GQ0515                          SUPERSEDED SURVEY CONTROL
 GQ0515
 GQ0515  NGVD 29 (??/??/92) 1142.45   (m)         3748.2    (f) COMPUTED    3 0
 GQ0515
 GQ0515.Superseded values are not recommended for survey control.
 GQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0515.See file dsdata.txt to determine how the superseded data were derived.
 GQ0515
 GQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF466178(NAD 83)
 GQ0515_MARKER: DB = BENCH MARK DISK
 GQ0515_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0515_SP_SET: ROCK OUTCROP
 GQ0515_STAMPING: 186 DOR 1970 3748
 GQ0515_MARK LOGO: USGS  
 GQ0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0515+STABILITY: POSITION/ELEVATION WELL
 GQ0515
 GQ0515  HISTORY     - Date     Condition        Report By
 GQ0515  HISTORY     - 1970     MONUMENTED       USGS
 GQ0515
 GQ0515                          STATION DESCRIPTION
 GQ0515
 GQ0515'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0515'145.0 KM (90.10 MI) SSW FROM ST GEORGE UT.
 GQ0515'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0515'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0515'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0515'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0515'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0515'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0515'MESQUITE, THENCE 3.2 MILES WEST, IN THE SOUTH WALL OF THE CANYON, 30
 GQ0515'FEET SOUTH OF THE ROAD, IN A ROCK LEDGE.
 GQ0515'THE MARK IS 4 FT  W FROM  A WITNESS POST
 GQ0515'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0936 ***********************************************************************
 DV0936  DESIGNATION -  1865
 DV0936  PID         -  DV0936
 DV0936  STATE/COUNTY-  AZ/MARICOPA
 DV0936  USGS QUAD   -  WICKENBURG (1978)
 DV0936
 DV0936                         *CURRENT SURVEY CONTROL
 DV0936  ___________________________________________________________________
 DV0936* NAD 83(1986)-  33 52 46.     (N)    112 39 38.     (W)     SCALED    
 DV0936* NAVD 88     -       568.917  (meters)    1866.52   (feet)  POSTED    
 DV0936  ___________________________________________________________________
 DV0936  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV0936  DYNAMIC HT  -         568.240 (meters)    1864.30  (feet)  COMP
 DV0936  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 DV0936
 DV0936  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0936
 DV0936.The horizontal coordinates were scaled from a topographic map and have
 DV0936.an estimated accuracy of +/- 6 seconds.
 DV0936
 DV0936.The orthometric height was determined by differential leveling
 DV0936.and adjusted in November 2005.
 DV0936.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0936.was located on a no-check spur therefore a value was not computed.
 DV0936.No vertical observational check was made to the station.
 DV0936
 DV0936.The geoid height was determined by GEOID03.
 DV0936
 DV0936.The dynamic height is computed by dividing the NAVD 88
 DV0936.geopotential number by the normal gravity value computed on the
 DV0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0936.degrees latitude (g = 980.6199 gals.).
 DV0936
 DV0936.The modeled gravity was interpolated from observed gravity values.
 DV0936
 DV0936;                    North         East    Units  Estimated Accuracy
 DV0936;SPC AZ C     -   319,530.      144,550.      MT  (+/- 180 meters Scaled)
 DV0936
 DV0936                          SUPERSEDED SURVEY CONTROL
 DV0936
 DV0936  NGVD 29 (??/??/92)  568.368  (m)         1864.72   (f) ADJ UNCH    2 0
 DV0936
 DV0936.Superseded values are not recommended for survey control.
 DV0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0936.See file dsdata.txt to determine how the superseded data were derived.
 DV0936
 DV0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC464500(NAD 83)
 DV0936_MARKER: P = PIPE CAP
 DV0936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0936_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0936_STAMPING: 1865 PHNX
 DV0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0936+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0936
 DV0936  HISTORY     - Date     Condition        Report By
 DV0936  HISTORY     - UNK      MONUMENTED       USGS
 DV0936  HISTORY     - 1939     GOOD             NGS
 DV0936  HISTORY     - 20080427 GOOD             GEOCAC
 DV0936
 DV0936                          STATION DESCRIPTION
 DV0936
 DV0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0936'2.9 MI NW FROM HOT SPRINGS JUNCTION.
 DV0936'2.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0936'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, 0.2 MILE SOUTHEAST OF THE
 DV0936'BRIDGE OVER HASSAYAMPA RIVER, AND 75 FEET SOUTHWEST OF THE CENTERLINE
 DV0936'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DV0936'1865 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DV0936
 DV0936                          STATION RECOVERY (2008)
 DV0936
 DV0936'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0936'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0936'52.776' W112 39.637'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0516 ***********************************************************************
 GQ0516  DESIGNATION -  187 DOR
 GQ0516  PID         -  GQ0516
 GQ0516  STATE/COUNTY-  AZ/MOHAVE
 GQ0516  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0516
 GQ0516                         *CURRENT SURVEY CONTROL
 GQ0516  ___________________________________________________________________
 GQ0516* NAD 83(1986)-  36 16 12.     (N)    113 50 05.     (W)     SCALED    
 GQ0516* NAVD 88     -      1045.505  (meters)    3430.13   (feet)  POSTED    
 GQ0516  ___________________________________________________________________
 GQ0516  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 GQ0516  DYNAMIC HT  -        1044.350 (meters)    3426.34  (feet)  COMP
 GQ0516  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 GQ0516
 GQ0516  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0516
 GQ0516.The horizontal coordinates were scaled from a topographic map and have
 GQ0516.an estimated accuracy of +/- 6 seconds.
 GQ0516
 GQ0516.The orthometric height was determined by differential leveling
 GQ0516.and adjusted by the  in 1992.
 GQ0516.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0516.rate of 0.0 thru 1.0 mm/km.
 GQ0516
 GQ0516.The geoid height was determined by GEOID03.
 GQ0516
 GQ0516.The dynamic height is computed by dividing the NAVD 88
 GQ0516.geopotential number by the normal gravity value computed on the
 GQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0516.degrees latitude (g = 980.6199 gals.).
 GQ0516
 GQ0516.The modeled gravity was interpolated from observed gravity values.
 GQ0516
 GQ0516;                    North         East    Units  Estimated Accuracy
 GQ0516;SPC AZ W     -   584,490.      205,750.      MT  (+/- 180 meters Scaled)
 GQ0516
 GQ0516                          SUPERSEDED SURVEY CONTROL
 GQ0516
 GQ0516  NGVD 29 (??/??/92) 1044.76   (m)         3427.7    (f) COMPUTED    3 0
 GQ0516
 GQ0516.Superseded values are not recommended for survey control.
 GQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0516.See file dsdata.txt to determine how the superseded data were derived.
 GQ0516
 GQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF453176(NAD 83)
 GQ0516_MARKER: DB = BENCH MARK DISK
 GQ0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0516_SP_SET: COPPER-CLAD STEEL ROD
 GQ0516_STAMPING: 187 DOR 1970 3428
 GQ0516_MARK LOGO: USGS  
 GQ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0516
 GQ0516  HISTORY     - Date     Condition        Report By
 GQ0516  HISTORY     - 1970     MONUMENTED       USGS
 GQ0516
 GQ0516                          STATION DESCRIPTION
 GQ0516
 GQ0516'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0516'146.8 KM (91.20 MI) SSW FROM ST GEORGE UT.
 GQ0516'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0516'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0516'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0516'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0516'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0516'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0516'MESQUITE, THENCE 4.3 MILES WEST, 25 FEET EAST OF THE ROAD.  ROD DEPTH
 GQ0516'UNKNOWN.
 GQ0516'THE MARK IS 2.5 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0051 ***********************************************************************
 DU0051  DESIGNATION -  187+15
 DU0051  PID         -  DU0051
 DU0051  STATE/COUNTY-  AZ/GILA
 DU0051  USGS QUAD   -  CARRIZO (1978)
 DU0051
 DU0051                         *CURRENT SURVEY CONTROL
 DU0051  ___________________________________________________________________
 DU0051* NAD 83(1986)-  33 57 23.     (N)    110 19 55.     (W)     SCALED    
 DU0051* NAVD 88     -      1621.688  (meters)    5320.49   (feet)  ADJUSTED  
 DU0051  ___________________________________________________________________
 DU0051  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DU0051  DYNAMIC HT  -        1619.363 (meters)    5312.86  (feet)  COMP
 DU0051  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 DU0051
 DU0051  VERT ORDER  -  FIRST     CLASS II
 DU0051
 DU0051.The horizontal coordinates were scaled from a topographic map and have
 DU0051.an estimated accuracy of +/- 6 seconds.
 DU0051
 DU0051.The orthometric height was determined by differential leveling
 DU0051.and adjusted in June 1991.
 DU0051
 DU0051.The geoid height was determined by GEOID03.
 DU0051
 DU0051.The dynamic height is computed by dividing the NAVD 88
 DU0051.geopotential number by the normal gravity value computed on the
 DU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0051.degrees latitude (g = 980.6199 gals.).
 DU0051
 DU0051.The modeled gravity was interpolated from observed gravity values.
 DU0051
 DU0051;                    North         East    Units  Estimated Accuracy
 DU0051;SPC AZ E     -   327,830.      198,090.      MT  (+/- 180 meters Scaled)
 DU0051
 DU0051                          SUPERSEDED SURVEY CONTROL
 DU0051
 DU0051  NGVD 29 (??/??/92) 1620.918  (m)         5317.96   (f) ADJ UNCH    1 2
 DU0051
 DU0051.Superseded values are not recommended for survey control.
 DU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0051.See file dsdata.txt to determine how the superseded data were derived.
 DU0051
 DU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC617575(NAD 83)
 DU0051_MARKER: DD = SURVEY DISK
 DU0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0051_SP_SET: CULVERT
 DU0051_STAMPING: 187+15 5792.85
 DU0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0051
 DU0051  HISTORY     - Date     Condition        Report By
 DU0051  HISTORY     - UNK      MONUMENTED       AZHD
 DU0051  HISTORY     - 1960     GOOD             NGS
 DU0051  HISTORY     - 1967     GOOD             DOD
 DU0051  HISTORY     - 1979     GOOD             NGS
 DU0051
 DU0051                          STATION DESCRIPTION
 DU0051
 DU0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0051'30.65 MI SW FROM SHOW LOW.
 DU0051'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0051'SHOW LOW, THENCE 30.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0051'HIGHWAY 77, OR ABOUT 24.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND
 DU0051'STATE HIGHWAY 77 FROM THE APACHE REST SERVICE STATION AND CAFE AT
 DU0051'SENECA, IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEADWALL OF
 DU0051'A 24-INCH CULVERT UNDER AN OLD PORTION OF THE HIGHWAY, 149 FEET
 DU0051'NORTHWEST OF THE CENTER LINE OF THE PRESENT HIGHWAY, 19 FEET NORTHWEST
 DU0051'OF THE CENTER LINE OF THE OLD HIGHWAY, 147 FEET SOUTHWEST OF THE
 DU0051'CENTER LINE OF CIBECUE ROAD LEADING NORTHWEST, 137 FEET SOUTHWEST OF
 DU0051'THE SOUTHWEST END OF A CATTLE GUARD, AND ABOUT 3 FEET BELOW THE LEVEL
 DU0051'OF THE OLD HIGHWAY.
 DU0051
 DU0051                          STATION RECOVERY (1967)
 DU0051
 DU0051'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DU0051'RECOVERED IN GOOD CONDITION.
 DU0051
 DU0051                          STATION RECOVERY (1979)
 DU0051
 DU0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0051'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN SHOW
 DU0051'LOW AND THENCE 30.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60, ALSO,
 DU0051'18.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER
 DU0051'BRIDGE IN THE SALT RIVER CANYON, 0.3 MILE SOUTHWEST OF MILE POST 312,
 DU0051'0.05 MILE SOUTHWEST OF THE JUNCTION OF CIBECUE ROAD, SET IN THE TOP
 DU0051'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE OLD
 DU0051'HIGHWAY, 149 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 147
 DU0051'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 137 FEET SOUTHWEST OF
 DU0051'THE SOUTHWEST END OF A CATTLE GUARD AND 19 FEET NORTHWEST OF THE
 DU0051'CENTER OF THE OLD HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0051'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0051'THE MARK IS 3 FT BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0525 ***********************************************************************
 CZ0525  DESIGNATION -  187+96
 CZ0525  PID         -  CZ0525
 CZ0525  STATE/COUNTY-  AZ/PIMA
 CZ0525  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0525
 CZ0525                         *CURRENT SURVEY CONTROL
 CZ0525  ___________________________________________________________________
 CZ0525* NAD 83(1986)-  32 23 05.     (N)    111 06 48.     (W)     SCALED    
 CZ0525* NAVD 88     -       641.317  (meters)    2104.05   (feet)  ADJUSTED  
 CZ0525  ___________________________________________________________________
 CZ0525  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0525  DYNAMIC HT  -         640.460 (meters)    2101.24  (feet)  COMP
 CZ0525  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 CZ0525  OBS GRAVITY -     979,285.5   (mgal)                       GRAV_OBS
 CZ0525
 CZ0525  VERT ORDER  -  FIRST     CLASS II
 CZ0525
 CZ0525.The horizontal coordinates were scaled from a topographic map and have
 CZ0525.an estimated accuracy of +/- 6 seconds.
 CZ0525
 CZ0525.The orthometric height was determined by differential leveling
 CZ0525.and adjusted in June 1991.
 CZ0525
 CZ0525.The geoid height was determined by GEOID03.
 CZ0525
 CZ0525.The dynamic height is computed by dividing the NAVD 88
 CZ0525.geopotential number by the normal gravity value computed on the
 CZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0525.degrees latitude (g = 980.6199 gals.).
 CZ0525
 CZ0525.The modeled gravity was interpolated from observed gravity values.
 CZ0525.The observed gravity was obtained from relative gravimeter ties
 CZ0525.to the IGSN71 gravity network.
 CZ0525
 CZ0525;                    North         East    Units  Estimated Accuracy
 CZ0525;SPC AZ C     -   153,810.      288,940.      MT  (+/- 180 meters Scaled)
 CZ0525
 CZ0525                          SUPERSEDED SURVEY CONTROL
 CZ0525
 CZ0525  NGVD 29 (??/??/92)  640.664  (m)         2101.91   (f) ADJ UNCH    1 2
 CZ0525
 CZ0525.Superseded values are not recommended for survey control.
 CZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0525.See file dsdata.txt to determine how the superseded data were derived.
 CZ0525
 CZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA893830(NAD 83)
 CZ0525_MARKER: DD = SURVEY DISK
 CZ0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0525_SP_SET: CULVERT
 CZ0525_STAMPING: 2102.46 1930 187+96
 CZ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0525+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0525
 CZ0525  HISTORY     - Date     Condition        Report By
 CZ0525  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0525  HISTORY     - 1951     GOOD             NGS
 CZ0525  HISTORY     - 1960     GOOD             NGS
 CZ0525  HISTORY     - 1980     GOOD             NGS
 CZ0525  HISTORY     - 19970309 GOOD             USPSQD
 CZ0525  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0525
 CZ0525                          STATION DESCRIPTION
 CZ0525
 CZ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0525'2.5 MI NW FROM CORTARO.
 CZ0525'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0525'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 3.0 MILES
 CZ0525'SOUTHEAST OF THE RAILROAD STATION AT RILLITO, 0.2 MILE NORTHWEST OF
 CZ0525'THE RAILROAD STATION SIGN AT SABINO, AT RAILROAD MILEAGE 969.72, IN
 CZ0525'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF A DOUBLE
 CZ0525'BOX TYPE CONCRETE HIGHWAY CULVERT, 33.8 FEET WEST OF TELEGRAPH POLE 9,
 CZ0525'17 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND ABOUT LEVEL WITH THE
 CZ0525'HIGHWAY IN ELEVATION.
 CZ0525
 CZ0525                          STATION RECOVERY (1960)
 CZ0525
 CZ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0525'RECOVERED IN GOOD CONDITION.
 CZ0525
 CZ0525                          STATION RECOVERY (1980)
 CZ0525
 CZ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0525'22.8 KILOMETERS (14.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0525'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 969.72,
 CZ0525'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CULVERT UNDER
 CZ0525'THE FRONTAGE ROAD, 37.5 METERS (123 FEET) SOUTHWEST OF THE SOUTHWEST
 CZ0525'RAIL OF THE RAILROAD TRACK, 10.2 METERS (33.8 FEET) WEST OF TELEPHONE
 CZ0525'POLE 9 AND 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0525'FRONTAGE ROAD.
 CZ0525'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ0525
 CZ0525                          STATION RECOVERY (1997)
 CZ0525
 CZ0525'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0525'RECOVERED IN GOOD CONDITION.
 CZ0525
 CZ0525                          STATION RECOVERY (2006)
 CZ0525
 CZ0525'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0094 ***********************************************************************
 DA0094  DESIGNATION -  1879.71
 DA0094  PID         -  DA0094
 DA0094  STATE/COUNTY-  AZ/PINAL
 DA0094  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0094
 DA0094                         *CURRENT SURVEY CONTROL
 DA0094  ___________________________________________________________________
 DA0094* NAD 83(1986)-  32 50 06.     (N)    112 10 57.     (W)     SCALED    
 DA0094* NAVD 88     -       573.72   (+/-2cm)    1882.3    (feet)  VERTCON   
 DA0094  ___________________________________________________________________
 DA0094  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0094
 DA0094.The horizontal coordinates were scaled from a topographic map and have
 DA0094.an estimated accuracy of +/- 6 seconds.
 DA0094
 DA0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0094.The vertical order pertains to the NGVD 29 superseded value.
 DA0094
 DA0094.The geoid height was determined by GEOID03.
 DA0094
 DA0094;                    North         East    Units  Estimated Accuracy
 DA0094;SPC AZ C     -   203,490.      188,470.      MT  (+/- 180 meters Scaled)
 DA0094
 DA0094                          SUPERSEDED SURVEY CONTROL
 DA0094
 DA0094  NGVD 29 (??/??/92)  573.06   (m)         1880.1    (f) COMPUTED    2 0
 DA0094
 DA0094.Superseded values are not recommended for survey control.
 DA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0094.See file dsdata.txt to determine how the superseded data were derived.
 DA0094
 DA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB893336(NAD 83)
 DA0094_MARKER: DD = SURVEY DISK
 DA0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0094_SP_SET: CULVERT
 DA0094_STAMPING: 1879.71 1735+00 1934
 DA0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0094
 DA0094  HISTORY     - Date     Condition        Report By
 DA0094  HISTORY     - 1934     MONUMENTED       AZHD
 DA0094  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0094
 DA0094                          STATION DESCRIPTION
 DA0094
 DA0094'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 DA0094'13.3 MI W FROM STANFIELD.
 DA0094'13.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0094'STANFIELD, PINAL COUNTY, AT SURVEY STATION 1735+00, AT A 4- BY 6-FOOT
 DA0094'CONCRETE-BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH
 DA0094'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DA0094'1879.71 1735+00 1934.
 DA0094
 DA0094                          STATION RECOVERY (1963)
 DA0094
 DA0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1019 ***********************************************************************
 CZ1019  DESIGNATION -  188 1/2
 CZ1019  PID         -  CZ1019
 CZ1019  STATE/COUNTY-  AZ/PINAL
 CZ1019  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1019
 CZ1019                         *CURRENT SURVEY CONTROL
 CZ1019  ___________________________________________________________________
 CZ1019* NAD 83(1986)-  32 50 10.     (N)    111 41 27.     (W)     SCALED    
 CZ1019* NAVD 88     -       442.214  (meters)    1450.83   (feet)  ADJUSTED  
 CZ1019  ___________________________________________________________________
 CZ1019  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1019  DYNAMIC HT  -         441.670 (meters)    1449.05  (feet)  COMP
 CZ1019  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 CZ1019  OBS GRAVITY -     979,393.8   (mgal)                       GRAV_OBS
 CZ1019
 CZ1019  VERT ORDER  -  FIRST     CLASS II
 CZ1019
 CZ1019.The horizontal coordinates were scaled from a topographic map and have
 CZ1019.an estimated accuracy of +/- 6 seconds.
 CZ1019
 CZ1019.The orthometric height was determined by differential leveling
 CZ1019.and adjusted in November 1993.
 CZ1019
 CZ1019.The geoid height was determined by GEOID03.
 CZ1019
 CZ1019.The dynamic height is computed by dividing the NAVD 88
 CZ1019.geopotential number by the normal gravity value computed on the
 CZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1019.degrees latitude (g = 980.6199 gals.).
 CZ1019
 CZ1019.The modeled gravity was interpolated from observed gravity values.
 CZ1019.The observed gravity was obtained from relative gravimeter ties
 CZ1019.to the IGSN71 gravity network.
 CZ1019
 CZ1019;                    North         East    Units  Estimated Accuracy
 CZ1019;SPC AZ C     -   203,600.      234,500.      MT  (+/- 180 meters Scaled)
 CZ1019
 CZ1019                          SUPERSEDED SURVEY CONTROL
 CZ1019
 CZ1019  NAVD 88 (06/15/91)  442.219  (m)         1450.85   (f) UNKNOWN     1 2
 CZ1019  NGVD 29 (??/??/92)  441.741  (m)         1449.28   (f) ADJ UNCH    1 2
 CZ1019
 CZ1019.Superseded values are not recommended for survey control.
 CZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1019.See file dsdata.txt to determine how the superseded data were derived.
 CZ1019
 CZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB353333(NAD 83)
 CZ1019_MARKER: DD = SURVEY DISK
 CZ1019_SETTING: 80 = SET IN A BOULDER
 CZ1019_SP_SET: IN DRILL HOLE IN A BOULDER
 CZ1019_STAMPING: W 278 188 1/2
 CZ1019_MARK LOGO: USGS  
 CZ1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1019+STABILITY: SURFACE MOTION
 CZ1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1019+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1019
 CZ1019  HISTORY     - Date     Condition        Report By
 CZ1019  HISTORY     - UNK      MONUMENTED       USGS
 CZ1019  HISTORY     - 1967     POOR             NGS
 CZ1019  HISTORY     - 1980     GOOD             NGS
 CZ1019  HISTORY     - 1980     GOOD             NGS
 CZ1019  HISTORY     - 1984     POOR             NGS
 CZ1019  HISTORY     - 19911205 GOOD             NGS
 CZ1019  HISTORY     - 20070519 POOR             GEOCAC
 CZ1019
 CZ1019                          STATION DESCRIPTION
 CZ1019
 CZ1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1019'4.7 MI SE FROM CASA GRANDE.
 CZ1019'ABOUT 4.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1019'STATION AT CASA GRANDE, IN S 2, T 7 S, R 6 E, 0.35 MILE NORTHWEST OF A
 CZ1019'RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 10, 0.15 MILE NORTHWEST OF A
 CZ1019'RAILROAD BRIDGE OVER AN IRRIGATION CANAL, 0.15 MILE NORTHWEST OF THE
 CZ1019'CROSSING OF THE RAILROAD AND A DIRT ROAD ALONG THE CANAL BANK, 15
 CZ1019'POLES SOUTHEAST OF MILEPOST NUMBER 923, 48 FEET NORTHEAST OF THE
 CZ1019'NORTHEAST RAIL OF THE TRACKS, A U.S. GEOLOGICAL SURVEY DISK SET IN THE
 CZ1019'TOP OF A SMALL BOULDER WHICH IS NOW LOOSE IN THE GROUND, 7 1/2 FEET
 CZ1019'NORTHWEST OF A POLE, 58 FEET SOUTHWEST OF THE SOUTHWEST BANK OF AN
 CZ1019'IRRIGATION CANAL, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 CZ1019'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 CZ1019
 CZ1019                          STATION RECOVERY (1980)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1019'RECOVERED IN GOOD CONDITION.
 CZ1019
 CZ1019                          STATION RECOVERY (1980)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1019'RECOVERED IN GOOD CONDITION.
 CZ1019
 CZ1019                          STATION RECOVERY (1984)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1019'RECOVERED IN POOR CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE.
 CZ1019
 CZ1019                          STATION RECOVERY (1991)
 CZ1019
 CZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1019'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1019'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1019'BOULEVARD) IN CASA GRANDE, NEAR THE CENTER OF A 6 BY 12 INCH BOULDER,
 CZ1019'81.6 M (267.7 FT) NORTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 38.4
 CZ1019'M (126.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT)
 CZ1019'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.3 M
 CZ1019'(4.3 FT) SOUTHEAST OF BENCH MARK R 516, 1.4 M (4.6 FT) BELOW THE
 CZ1019'LEVEL OF THE TRACK, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND
 CZ1019'THE BOULDER PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 CZ1019
 CZ1019                          STATION RECOVERY (2007)
 CZ1019
 CZ1019'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1019'THE DISK HAS BEEN REMOVED FROM THE BOULDER
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0517 ***********************************************************************
 GQ0517  DESIGNATION -  188 DOR
 GQ0517  PID         -  GQ0517
 GQ0517  STATE/COUNTY-  AZ/MOHAVE
 GQ0517  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0517
 GQ0517                         *CURRENT SURVEY CONTROL
 GQ0517  ___________________________________________________________________
 GQ0517* NAD 83(1986)-  36 15 35.     (N)    113 50 44.     (W)     SCALED    
 GQ0517* NAVD 88     -       884.575  (meters)    2902.14   (feet)  POSTED    
 GQ0517  ___________________________________________________________________
 GQ0517  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GQ0517  DYNAMIC HT  -         883.610 (meters)    2898.98  (feet)  COMP
 GQ0517  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 GQ0517
 GQ0517  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0517
 GQ0517.The horizontal coordinates were scaled from a topographic map and have
 GQ0517.an estimated accuracy of +/- 6 seconds.
 GQ0517
 GQ0517.The orthometric height was determined by differential leveling
 GQ0517.and adjusted by the  in 1992.
 GQ0517.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0517.rate of 0.0 thru 1.0 mm/km.
 GQ0517
 GQ0517.The geoid height was determined by GEOID03.
 GQ0517
 GQ0517.The dynamic height is computed by dividing the NAVD 88
 GQ0517.geopotential number by the normal gravity value computed on the
 GQ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0517.degrees latitude (g = 980.6199 gals.).
 GQ0517
 GQ0517.The modeled gravity was interpolated from observed gravity values.
 GQ0517
 GQ0517;                    North         East    Units  Estimated Accuracy
 GQ0517;SPC AZ W     -   583,350.      204,770.      MT  (+/- 180 meters Scaled)
 GQ0517
 GQ0517                          SUPERSEDED SURVEY CONTROL
 GQ0517
 GQ0517  NGVD 29 (??/??/92)  883.84   (m)         2899.7    (f) COMPUTED    3 0
 GQ0517
 GQ0517.Superseded values are not recommended for survey control.
 GQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0517.See file dsdata.txt to determine how the superseded data were derived.
 GQ0517
 GQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF443165(NAD 83)
 GQ0517_MARKER: DB = BENCH MARK DISK
 GQ0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0517_SP_SET: COPPER-CLAD STEEL ROD
 GQ0517_STAMPING: 188 DOR 1970 2900
 GQ0517_MARK LOGO: USGS  
 GQ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0517
 GQ0517  HISTORY     - Date     Condition        Report By
 GQ0517  HISTORY     - 1970     MONUMENTED       USGS
 GQ0517
 GQ0517                          STATION DESCRIPTION
 GQ0517
 GQ0517'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0517'148.5 KM (92.30 MI) SSW FROM ST GEORGE UT.
 GQ0517'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0517'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0517'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0517'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0517'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0517'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0517'MESQUITE, THENCE 5.4 MILES WEST, 36 FEET EAST OF THE ROAD.  ROD DEPTH
 GQ0517'UNKNOWN.
 GQ0517'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0926 ***********************************************************************
 DV0926  DESIGNATION -  1883
 DV0926  PID         -  DV0926
 DV0926  STATE/COUNTY-  AZ/MARICOPA
 DV0926  USGS QUAD   -  WITTMANN (1981)
 DV0926
 DV0926                         *CURRENT SURVEY CONTROL
 DV0926  ___________________________________________________________________
 DV0926* NAD 83(1986)-  33 49 08.     (N)    112 34 50.     (W)     SCALED    
 DV0926* NAVD 88     -       574.441  (meters)    1884.65   (feet)  POSTED    
 DV0926  ___________________________________________________________________
 DV0926  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0926  DYNAMIC HT  -         573.750 (meters)    1882.38  (feet)  COMP
 DV0926  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 DV0926
 DV0926  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0926
 DV0926.The horizontal coordinates were scaled from a topographic map and have
 DV0926.an estimated accuracy of +/- 6 seconds.
 DV0926
 DV0926.The orthometric height was determined by differential leveling
 DV0926.and adjusted in November 2005.
 DV0926.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0926.was located on a no-check spur therefore a value was not computed.
 DV0926.No vertical observational check was made to the station.
 DV0926
 DV0926.The geoid height was determined by GEOID03.
 DV0926
 DV0926.The dynamic height is computed by dividing the NAVD 88
 DV0926.geopotential number by the normal gravity value computed on the
 DV0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0926.degrees latitude (g = 980.6199 gals.).
 DV0926
 DV0926.The modeled gravity was interpolated from observed gravity values.
 DV0926
 DV0926;                    North         East    Units  Estimated Accuracy
 DV0926;SPC AZ C     -   312,770.      151,900.      MT  (+/- 180 meters Scaled)
 DV0926
 DV0926                          SUPERSEDED SURVEY CONTROL
 DV0926
 DV0926  NGVD 29 (??/??/92)  573.897  (m)         1882.86   (f) ADJ UNCH    2 0
 DV0926
 DV0926.Superseded values are not recommended for survey control.
 DV0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0926.See file dsdata.txt to determine how the superseded data were derived.
 DV0926
 DV0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC537431(NAD 83)
 DV0926_MARKER: P = PIPE CAP
 DV0926_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0926_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0926_STAMPING: 1883 PHNX
 DV0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0926+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DV0926
 DV0926  HISTORY     - Date     Condition        Report By
 DV0926  HISTORY     - UNK      MONUMENTED       USGS
 DV0926  HISTORY     - 1939     GOOD             NGS
 DV0926  HISTORY     - 20070203 GOOD             GEOCAC
 DV0926
 DV0926                          STATION DESCRIPTION
 DV0926
 DV0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0926'3.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0926'3.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0926'FROM HOT SPRINGS JUNCTION, 0.2 MILE NORTHWEST OF MILEPOST 154, 0.2
 DV0926'MILE NORTHWEST OF BIG CHIEF STORE, BETWEEN THE HIGHWAY AND THE
 DV0926'RAILROAD, AND 50 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A
 DV0926'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1883 PHNX AND
 DV0926'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DV0926
 DV0926                          STATION RECOVERY (2007)
 DV0926
 DV0926'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0093 ***********************************************************************
 DA0093  DESIGNATION -  1889.13
 DA0093  PID         -  DA0093
 DA0093  STATE/COUNTY-  AZ/PINAL
 DA0093  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0093
 DA0093                         *CURRENT SURVEY CONTROL
 DA0093  ___________________________________________________________________
 DA0093* NAD 83(1986)-  32 50 07.     (N)    112 10 40.     (W)     SCALED    
 DA0093* NAVD 88     -       576.48   (+/-2cm)    1891.3    (feet)  VERTCON   
 DA0093  ___________________________________________________________________
 DA0093  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0093
 DA0093.The horizontal coordinates were scaled from a topographic map and have
 DA0093.an estimated accuracy of +/- 6 seconds.
 DA0093
 DA0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0093.The vertical order pertains to the NGVD 29 superseded value.
 DA0093
 DA0093.The geoid height was determined by GEOID03.
 DA0093
 DA0093;                    North         East    Units  Estimated Accuracy
 DA0093;SPC AZ C     -   203,520.      188,920.      MT  (+/- 180 meters Scaled)
 DA0093
 DA0093                          SUPERSEDED SURVEY CONTROL
 DA0093
 DA0093  NGVD 29 (??/??/92)  575.819  (m)         1889.17   (f) ADJ UNCH    2 0
 DA0093
 DA0093.Superseded values are not recommended for survey control.
 DA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0093.See file dsdata.txt to determine how the superseded data were derived.
 DA0093
 DA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB897336(NAD 83)
 DA0093_MARKER: DD = SURVEY DISK
 DA0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0093_SP_SET: HEADWALL
 DA0093_STAMPING: 1889.13 1697+53.3 1959
 DA0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0093
 DA0093  HISTORY     - Date     Condition        Report By
 DA0093  HISTORY     - 1959     MONUMENTED       AZHD
 DA0093  HISTORY     - 1960     GOOD             NGS
 DA0093
 DA0093                          STATION DESCRIPTION
 DA0093
 DA0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0093'13.2 MI W FROM STANFIELD.
 DA0093'13.2 MILES WEST OF THE POST OFFICE AT STANFIELD, 29 FEET SOUTH OF
 DA0093'CENTER LINE OF HIGHWAY, IN CENTER OF THE SOUTH HEADWALL OF THE
 DA0093'WESTBOUND TRAFFIC LANE.  MARK IS CEMENTED IN DRILL HOLE IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0518 ***********************************************************************
 GQ0518  DESIGNATION -  189 DOR
 GQ0518  PID         -  GQ0518
 GQ0518  STATE/COUNTY-  AZ/MOHAVE
 GQ0518  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0518
 GQ0518                         *CURRENT SURVEY CONTROL
 GQ0518  ___________________________________________________________________
 GQ0518* NAD 83(1986)-  36 15 25.     (N)    113 51 34.     (W)     SCALED    
 GQ0518* NAVD 88     -       763.593  (meters)    2505.22   (feet)  POSTED    
 GQ0518  ___________________________________________________________________
 GQ0518  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 GQ0518  DYNAMIC HT  -         762.780 (meters)    2502.55  (feet)  COMP
 GQ0518  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 GQ0518
 GQ0518  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0518
 GQ0518.The horizontal coordinates were scaled from a topographic map and have
 GQ0518.an estimated accuracy of +/- 6 seconds.
 GQ0518
 GQ0518.The orthometric height was determined by differential leveling
 GQ0518.and adjusted by the  in 1992.
 GQ0518.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0518.rate of 0.0 thru 1.0 mm/km.
 GQ0518
 GQ0518.The geoid height was determined by GEOID03.
 GQ0518
 GQ0518.The dynamic height is computed by dividing the NAVD 88
 GQ0518.geopotential number by the normal gravity value computed on the
 GQ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0518.degrees latitude (g = 980.6199 gals.).
 GQ0518
 GQ0518.The modeled gravity was interpolated from observed gravity values.
 GQ0518
 GQ0518;                    North         East    Units  Estimated Accuracy
 GQ0518;SPC AZ W     -   583,050.      203,530.      MT  (+/- 180 meters Scaled)
 GQ0518
 GQ0518                          SUPERSEDED SURVEY CONTROL
 GQ0518
 GQ0518  NGVD 29 (??/??/92)  762.88   (m)         2502.9    (f) COMPUTED    3 0
 GQ0518
 GQ0518.Superseded values are not recommended for survey control.
 GQ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0518.See file dsdata.txt to determine how the superseded data were derived.
 GQ0518
 GQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF430162(NAD 83)
 GQ0518_MARKER: DB = BENCH MARK DISK
 GQ0518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0518_SP_SET: COPPER-CLAD STEEL ROD
 GQ0518_STAMPING: 189 DOR 1970 2503
 GQ0518_MARK LOGO: USGS  
 GQ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0518
 GQ0518  HISTORY     - Date     Condition        Report By
 GQ0518  HISTORY     - 1970     MONUMENTED       USGS
 GQ0518
 GQ0518                          STATION DESCRIPTION
 GQ0518
 GQ0518'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0518'150.5 KM (93.50 MI) SSW FROM ST GEORGE UT.
 GQ0518'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0518'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0518'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0518'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0518'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0518'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0518'MESQUITE, THENCE 6.6 MILES WEST, 0.25 MILES SOUTHEAST OF A USBLM
 GQ0518'CADASTRAL SURVEY TABLET STAMPED T33N R15W 1/4 S14/S13 1970, 33 FEET
 GQ0518'NORTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0518'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2354 ***********************************************************************
 DU2354  DESIGNATION -  189+41.80
 DU2354  PID         -  DU2354
 DU2354  STATE/COUNTY-  AZ/PINAL
 DU2354  USGS QUAD   -  GILA BUTTE (1981)
 DU2354
 DU2354                         *CURRENT SURVEY CONTROL
 DU2354  ___________________________________________________________________
 DU2354* NAD 83(1986)-  33 10 06.     (N)    111 50 27.     (W)     SCALED    
 DU2354* NAVD 88     -       372.337  (meters)    1221.58   (feet)  ADJUSTED  
 DU2354  ___________________________________________________________________
 DU2354  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DU2354  DYNAMIC HT  -         371.896 (meters)    1220.13  (feet)  COMP
 DU2354  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 DU2354
 DU2354  VERT ORDER  -  FIRST     CLASS II
 DU2354
 DU2354.The horizontal coordinates were scaled from a topographic map and have
 DU2354.an estimated accuracy of +/- 6 seconds.
 DU2354
 DU2354.The orthometric height was determined by differential leveling
 DU2354.and adjusted in August 1994.
 DU2354
 DU2354.The geoid height was determined by GEOID03.
 DU2354
 DU2354.The dynamic height is computed by dividing the NAVD 88
 DU2354.geopotential number by the normal gravity value computed on the
 DU2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2354.degrees latitude (g = 980.6199 gals.).
 DU2354
 DU2354.The modeled gravity was interpolated from observed gravity values.
 DU2354
 DU2354;                    North         East    Units  Estimated Accuracy
 DU2354;SPC AZ C     -   240,420.      220,430.      MT  (+/- 180 meters Scaled)
 DU2354
 DU2354                          SUPERSEDED SURVEY CONTROL
 DU2354
 DU2354.No superseded survey control is available for this station.
 DU2354
 DU2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216702(NAD 83)
 DU2354_MARKER: DD = SURVEY DISK
 DU2354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2354_SP_SET: ABUTMENT
 DU2354_STAMPING: 189+41.80 1980 ELEV. 1219.61
 DU2354_MARK LOGO: AZDT  
 DU2354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2354+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2354
 DU2354  HISTORY     - Date     Condition        Report By
 DU2354  HISTORY     - 1980     MONUMENTED       AZDT
 DU2354  HISTORY     - 19940425 GOOD             NGS
 DU2354  HISTORY     - 20060912 GOOD             GEOCAC
 DU2354
 DU2354                          STATION DESCRIPTION
 DU2354
 DU2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2354'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2354'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 4.1 KM
 DU2354'(2.55 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 0.2 M
 DU2354'(0.7 FT) NORTH OF THE SOUTH END OF THE SOUTHWEST CONCRETE ABUTMENT
 DU2354'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING A FLOOD CONTROL CANAL, 7.2 M
 DU2354'(23.6 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE
 DU2354'THE LEVEL OF THE HIGHWAY.
 DU2354
 DU2354                          STATION RECOVERY (2006)
 DU2354
 DU2354'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1113 ***********************************************************************
 DU1113  DESIGNATION -  1891+01
 DU1113  PID         -  DU1113
 DU1113  STATE/COUNTY-  AZ/GRAHAM
 DU1113  USGS QUAD   -  CALVA (1989)
 DU1113
 DU1113                         *CURRENT SURVEY CONTROL
 DU1113  ___________________________________________________________________
 DU1113* NAD 83(1986)-  33 10 02.     (N)    110 08 04.     (W)     SCALED    
 DU1113* NAVD 88     -       789.319  (meters)    2589.62   (feet)  ADJUSTED  
 DU1113  ___________________________________________________________________
 DU1113  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DU1113  DYNAMIC HT  -         788.248 (meters)    2586.11  (feet)  COMP
 DU1113  MODELED GRAV-     979,255.5   (mgal)                       NAVD 88
 DU1113
 DU1113  VERT ORDER  -  FIRST     CLASS II
 DU1113
 DU1113.The horizontal coordinates were scaled from a topographic map and have
 DU1113.an estimated accuracy of +/- 6 seconds.
 DU1113
 DU1113.The orthometric height was determined by differential leveling
 DU1113.and adjusted in June 1991.
 DU1113
 DU1113.The geoid height was determined by GEOID03.
 DU1113
 DU1113.The dynamic height is computed by dividing the NAVD 88
 DU1113.geopotential number by the normal gravity value computed on the
 DU1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1113.degrees latitude (g = 980.6199 gals.).
 DU1113
 DU1113.The modeled gravity was interpolated from observed gravity values.
 DU1113
 DU1113;                    North         East    Units  Estimated Accuracy
 DU1113;SPC AZ E     -   240,300.      216,370.      MT  (+/- 180 meters Scaled)
 DU1113
 DU1113                          SUPERSEDED SURVEY CONTROL
 DU1113
 DU1113.No superseded survey control is available for this station.
 DU1113
 DU1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB807701(NAD 83)
 DU1113_MARKER: DD = SURVEY DISK
 DU1113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1113_SP_SET: BRIDGE ABUTMENT
 DU1113_STAMPING: 2587.28 1891+01
 DU1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1113
 DU1113  HISTORY     - Date     Condition        Report By
 DU1113  HISTORY     - 1957     MONUMENTED       AZHD
 DU1113  HISTORY     - 1979     GOOD             NGS
 DU1113  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 DU1113
 DU1113                          STATION DESCRIPTION
 DU1113
 DU1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1113'5.8 KM NW FROM BYLAS.
 DU1113'5.8 KILOMETERS (3.6 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1113'POST OFFICE IN BYLAS, SET IN TOP OF THE CURB AT THE NORTHEAST END OF
 DU1113'THE NORTHWEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER THE GILA
 DU1113'RIVER, 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 DU1113'HIGHWAY AND 2.5 METERS (8 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 DU1113'CURB.
 DU1113'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1113
 DU1113                          STATION RECOVERY (2008)
 DU1113
 DU1113'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1113'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1113'MARK. AN ADDITIONAL CONCRETE MASS HAS BEEN POURED AT THE DESCRIBED
 DU1113'LOCATION, APPARENTLY COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1174 ***********************************************************************
 DV1174  DESIGNATION -  1893.65
 DV1174  PID         -  DV1174
 DV1174  STATE/COUNTY-  AZ/LA PAZ
 DV1174  USGS QUAD   -  HARCUVAR (1990)
 DV1174
 DV1174                         *CURRENT SURVEY CONTROL
 DV1174  ___________________________________________________________________
 DV1174* NAD 83(1986)-  33 46 20.     (N)    113 37 55.     (W)     SCALED    
 DV1174* NAVD 88     -       578.16   (+/-2cm)    1896.8    (feet)  VERTCON   
 DV1174  ___________________________________________________________________
 DV1174  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV1174  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1174
 DV1174.The horizontal coordinates were scaled from a topographic map and have
 DV1174.an estimated accuracy of +/- 6 seconds.
 DV1174
 DV1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1174.The vertical order pertains to the NGVD 29 superseded value.
 DV1174
 DV1174.The geoid height was determined by GEOID03.
 DV1174
 DV1174;                    North         East    Units  Estimated Accuracy
 DV1174;SPC AZ W     -   307,410.      224,300.      MT  (+/- 180 meters Scaled)
 DV1174
 DV1174                          SUPERSEDED SURVEY CONTROL
 DV1174
 DV1174  NGVD 29 (??/??/92)  577.450  (m)         1894.52   (f) ADJ UNCH    1 2
 DV1174
 DV1174.Superseded values are not recommended for survey control.
 DV1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1174.See file dsdata.txt to determine how the superseded data were derived.
 DV1174
 DV1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC562400(NAD 83)
 DV1174_MARKER: DB = BENCH MARK DISK
 DV1174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1174_SP_SET: CURB
 DV1174_STAMPING: 1893.65 110+05.0
 DV1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1174
 DV1174  HISTORY     - Date     Condition        Report By
 DV1174  HISTORY     - UNK      MONUMENTED       AZHD
 DV1174  HISTORY     - 1934     GOOD             NGS
 DV1174  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1174
 DV1174                          STATION DESCRIPTION
 DV1174
 DV1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1174'1.1 MI W FROM SALOME.
 DV1174'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 0.1
 DV1174'MILE WEST OF ATCHISON, TOPEKA AND SANTA FE RAILWAY MILEPOST 51, 150
 DV1174'FEET SOUTH OF THE TRACK, AT HIGHWAY STATION 110+05.0, AT A CONCRETE
 DV1174'HIGHWAY BRIDGE, AND IN THE CENTER OF THE TOP OF THE SOUTH CURB. AN
 DV1174'ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 1893.65 110+05.0.
 DV1174
 DV1174                          STATION RECOVERY (1981)
 DV1174
 DV1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1174'BELIEVED DESTROYED, A NEW BRIDGE WAS BUILT IN 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0360 ***********************************************************************
 CZ0360  DESIGNATION -  1899
 CZ0360  PID         -  CZ0360
 CZ0360  STATE/COUNTY-  AZ/PINAL
 CZ0360  USGS QUAD   -  RED ROCK (1993)
 CZ0360
 CZ0360                         *CURRENT SURVEY CONTROL
 CZ0360  ___________________________________________________________________
 CZ0360* NAD 83(2007)-  32 32 28.68357(N)    111 17 43.29294(W)     ADJUSTED  
 CZ0360* NAVD 88     -       582.843  (meters)    1912.21   (feet)  ADJUSTED  
 CZ0360  ___________________________________________________________________
 CZ0360  EPOCH DATE  -        2007.00
 CZ0360  X           -  -1,954,784.749 (meters)                     COMP
 CZ0360  Y           -  -5,014,963.805 (meters)                     COMP
 CZ0360  Z           -   3,411,482.659 (meters)                     COMP
 CZ0360  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 CZ0360  ELLIP HEIGHT-         553.161 (meters)          (02/10/07) ADJUSTED
 CZ0360  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ0360  DYNAMIC HT  -         582.084 (meters)    1909.72  (feet)  COMP
 CZ0360
 CZ0360  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0360  Type    PID    Designation                      North   East  Ellip
 CZ0360  -------------------------------------------------------------------
 CZ0360  NETWORK CZ0360 1899                              0.59   0.94   2.37
 CZ0360  -------------------------------------------------------------------
 CZ0360  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 CZ0360
 CZ0360  VERT ORDER  -  FIRST     CLASS II
 CZ0360
 CZ0360.The horizontal coordinates were established by GPS observations
 CZ0360.and adjusted by the National Geodetic Survey in February 2007.
 CZ0360
 CZ0360.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0360.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0360.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0360.The epoch date for horizontal control is a decimal equivalence
 CZ0360.of Year/Month/Day.
 CZ0360
 CZ0360.The orthometric height was determined by differential leveling
 CZ0360.and adjusted in June 1991.
 CZ0360
 CZ0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0360
 CZ0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0360
 CZ0360.The ellipsoidal height was determined by GPS observations
 CZ0360.and is referenced to NAD 83.
 CZ0360
 CZ0360.The geoid height was determined by GEOID03.
 CZ0360
 CZ0360.The dynamic height is computed by dividing the NAVD 88
 CZ0360.geopotential number by the normal gravity value computed on the
 CZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0360.degrees latitude (g = 980.6199 gals.).
 CZ0360
 CZ0360.The modeled gravity was interpolated from observed gravity values.
 CZ0360
 CZ0360;                    North         East     Units Scale Factor Converg.
 CZ0360;SPC AZ C     -   171,056.932   271,716.416   MT  0.99994198   +0 20 03.2
 CZ0360;SPC AZ C     -   561,210.41    891,458.06   iFT  0.99994198   +0 20 03.2
 CZ0360;UTM  12      - 3,600,475.845   472,266.843   MT  0.99960948   -0 09 32.0
 CZ0360
 CZ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0360!SPC AZ C     -   0.99991316  x   0.99994198  =   0.99985514
 CZ0360!UTM  12      -   0.99991316  x   0.99960948  =   0.99952267
 CZ0360
 CZ0360                          SUPERSEDED SURVEY CONTROL
 CZ0360
 CZ0360  ELLIP H (06/11/02)  553.194  (m)                       GP(       ) 4 2
 CZ0360  NAD 83(1992)-  32 32 28.68260(N)    111 17 43.29153(W) AD(       ) 1
 CZ0360  ELLIP H (08/23/93)  553.259  (m)                       GP(       ) 4 2
 CZ0360  NAD 83(1986)-  32 32 28.67793(N)    111 17 43.29137(W) AD(       ) 1
 CZ0360  NGVD 29 (05/25/90)  582.2    (m)         1910.     (f) GPS OBS     3  
 CZ0360
 CZ0360.Superseded values are not recommended for survey control.
 CZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0360.See file dsdata.txt to determine how the superseded data were derived.
 CZ0360
 CZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7226700476(NAD 83)
 CZ0360_MARKER: P = PIPE CAP
 CZ0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0360_STAMPING: 1899 NOGLS
 CZ0360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0360+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0360
 CZ0360  HISTORY     - Date     Condition        Report By
 CZ0360  HISTORY     - UNK      MONUMENTED       USGS
 CZ0360  HISTORY     - 1951     GOOD             NGS
 CZ0360  HISTORY     - 1960     GOOD             NGS
 CZ0360  HISTORY     - 1980     GOOD             NGS
 CZ0360  HISTORY     - 1987     GOOD             NGS
 CZ0360  HISTORY     - 20040603 GOOD             NGS
 CZ0360  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0360
 CZ0360                          STATION DESCRIPTION
 CZ0360
 CZ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0360'3.1 MI SE FROM RED ROCK.
 CZ0360'3.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND STATE
 CZ0360'HIGHWAY 84 FROM THE STATION AT RED ROCK, 0.15 MILE SOUTHEAST OF THE
 CZ0360'AVRA RAILROAD STATION, ABOUT MIDWAY BETWEEN TELEGRAPH POLES NUMBER 6
 CZ0360'AND 7, 97 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 62.6
 CZ0360'FEET SOUTHEAST OF TELEGRAPH POLE NUMBER 7, 1 FOOT NORTHWEST OF A
 CZ0360'WITNESS POST, RIVITED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.8
 CZ0360'FOOT ABOVE THE GROUND, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 CZ0360
 CZ0360                          STATION RECOVERY (1960)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0360'RECOVERED IN GOOD CONDITION.
 CZ0360
 CZ0360                          STATION RECOVERY (1980)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0360'47.5 KILOMETERS (29.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0360'COMPANY RAILROAD FROM THE STATION AT TUCSON, MIDWAY BETWEEN TWO
 CZ0360'ROWS OF TELEPHONE AND TELEGRAPH POLES, 29.65 METERS (97.0 FEET)
 CZ0360'SOUTHWEST OF THE SOUTHWEST RAIL, 19.25 METERS (63.1 FEET)
 CZ0360'SOUTHEAST OF TELEGRAPH POLE NUMBER 7, 30.0 METERS (37.4 FEET)
 CZ0360'NORTHWEST OF THE SOUTHWEST ONE OF TWO ORANGE PIPE LINE POSTS
 CZ0360'PROJECTING 1.2 METERS (4 FEET), 11.4 METERS (37.4 FEET)
 CZ0360'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, RIVETED ON TOP
 CZ0360'OF A 3.5 INCH PIPE PROJECTING 23 CM
 CZ0360'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CZ0360'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ0360
 CZ0360                          STATION RECOVERY (1987)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0360'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0360'IN GOOD CONDITION.
 CZ0360'
 CZ0360'THE STATION IS LOCATED ABOUT 67.6 KM (42 MI)
 CZ0360'NORTHWEST OF TUCSON,
 CZ0360'10.5 KM (6.5 MI) SOUTHEAST OF PICACHO PEAK AND
 CZ0360'1.4 KM (0.9 MI) SOUTHEAST OF THE SAGUARO STEAM PLANT.
 CZ0360'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0360'
 CZ0360'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0360'RED ROCK ROAD (EXIT 226) WHICH IS ABOUT 0.8 KM (0.5 MI) NORTHEAST
 CZ0360'OF RED ROCK, GO EAST FOR 0.1 KM (0.05 MI) ON RED ROCK ROAD TO A
 CZ0360'STOP SIGN AND THE FRONTAGE ROAD.
 CZ0360'TURN RIGHT AND GO SOUTHEAST FOR 3.0 KM (1.85 MI) ON THE FRONTAGE
 CZ0360'ROAD TO A PAVED ROAD LEFT LEADING TO THE SAGUARO STEAM PLANT.
 CZ0360'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 CZ0360'1.4 KM (0.9 MI) ON THE FRONTAGE ROAD TO THE STATION ON THE LEFT.
 CZ0360'
 CZ0360'THE STATION IS A STANDARD USGS PIPE CAP
 CZ0360'STAMPED---1899 NOGLS---,
 CZ0360'SET ONTO A 3-INCH IRON PIPE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 CZ0360'29.5 METERS (96.8 FT) SOUTHWEST FROM THE WESTERNMOST RAIL OF THE
 CZ0360'RAILROAD TRACKS,
 CZ0360'16.0 METERS (52.5 FT) SOUTHEAST FROM A POWER POLE,
 CZ0360'11.4 METERS (37.4 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ0360'FRONTAGE ROAD AND
 CZ0360'0.6 METERS (1.9 FT) NORTHWEST FROM A METAL WITNESS POST.
 CZ0360'
 CZ0360'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0360'
 CZ0360'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0360'
 CZ0360'DESCRIBED BY G.S. HART.
 CZ0360
 CZ0360                          STATION RECOVERY (2004)
 CZ0360
 CZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0360'RECOVERED IN GOOD CONDITION.
 CZ0360
 CZ0360                          STATION RECOVERY (2006)
 CZ0360
 CZ0360'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0488 ***********************************************************************
 DV0488  DESIGNATION -  19
 DV0488  PID         -  DV0488
 DV0488  STATE/COUNTY-  AZ/MARICOPA
 DV0488  USGS QUAD   -  PERRYVILLE (1982)
 DV0488
 DV0488                         *CURRENT SURVEY CONTROL
 DV0488  ___________________________________________________________________
 DV0488* NAD 83(1986)-  33 24 29.     (N)    112 23 54.     (W)     SCALED    
 DV0488* NAVD 88     -       279.248  (meters)     916.17   (feet)  ADJUSTED  
 DV0488  ___________________________________________________________________
 DV0488  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0488  DYNAMIC HT  -         278.929 (meters)     915.12  (feet)  COMP
 DV0488  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DV0488
 DV0488  VERT ORDER  -  FIRST     CLASS II
 DV0488
 DV0488.The horizontal coordinates were scaled from a topographic map and have
 DV0488.an estimated accuracy of +/- 6 seconds.
 DV0488
 DV0488.The orthometric height was determined by differential leveling
 DV0488.and adjusted in November 1993.
 DV0488
 DV0488.The geoid height was determined by GEOID03.
 DV0488
 DV0488.The dynamic height is computed by dividing the NAVD 88
 DV0488.geopotential number by the normal gravity value computed on the
 DV0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0488.degrees latitude (g = 980.6199 gals.).
 DV0488
 DV0488.The modeled gravity was interpolated from observed gravity values.
 DV0488
 DV0488;                    North         East    Units  Estimated Accuracy
 DV0488;SPC AZ C     -   267,110.      168,560.      MT  (+/- 180 meters Scaled)
 DV0488
 DV0488                          SUPERSEDED SURVEY CONTROL
 DV0488
 DV0488  NGVD 29 (??/??/92)  278.587  (m)          914.00   (f) ADJ UNCH    1 2
 DV0488
 DV0488.Superseded values are not recommended for survey control.
 DV0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0488.See file dsdata.txt to determine how the superseded data were derived.
 DV0488
 DV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB699973(NAD 83)
 DV0488_MARKER: DD = SURVEY DISK
 DV0488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0488_SP_SET: HEADWALL
 DV0488_STAMPING: 19
 DV0488_MARK LOGO: AZHD  
 DV0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0488+STABILITY: SURFACE MOTION
 DV0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0488+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 DV0488
 DV0488  HISTORY     - Date     Condition        Report By
 DV0488  HISTORY     - UNK      MONUMENTED       AZHD
 DV0488  HISTORY     - 1962     GOOD             NGS
 DV0488  HISTORY     - 19920316 GOOD             NGS
 DV0488  HISTORY     - 20060928 GOOD             GEOCAC
 DV0488
 DV0488                          STATION DESCRIPTION
 DV0488
 DV0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0488'4.1 MI SW FROM AVONDALE.
 DV0488'0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0488'THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 2.5 MILES
 DV0488'SOUTHWEST ALONG U.S. HIGHWAY 80, SET IN THE TOP AND CENTER OF THE
 DV0488'SOUTH HEADWALL OF 10 FOOT CONCRETE BOX CULVERT, 24 FEET SOUTH OF THE
 DV0488'CENTER OF THE HIGHWAY, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 DV0488'HIGHWAY.
 DV0488
 DV0488                          STATION RECOVERY (1992)
 DV0488
 DV0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0488'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0488'BUCKEYE, THENCE 19.0 KM (11.80 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV0488'NEAR THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 8.0 M
 DV0488'(26.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND 0.1 M (0.3 FT) ABOVE
 DV0488'THE LEVEL OF THE HIGHWAY.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT
 DV0488'THE DISK WAS STAMPED 19, BUT THE 19 IS PRECAST IN THE DISK.
 DV0488
 DV0488                          STATION RECOVERY (2006)
 DV0488
 DV0488'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1604 ***********************************************************************
 DV1604  DESIGNATION -  19
 DV1604  PID         -  DV1604
 DV1604  STATE/COUNTY-  AZ/LA PAZ
 DV1604  USGS QUAD   -  BEAR HILLS (1990)
 DV1604
 DV1604                         *CURRENT SURVEY CONTROL
 DV1604  ___________________________________________________________________
 DV1604* NAD 83(1986)-  33 39 38.     (N)    113 59 43.     (W)     SCALED    
 DV1604* NAVD 88     -       477.19   (+/-2cm)    1565.6    (feet)  VERTCON   
 DV1604  ___________________________________________________________________
 DV1604  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1604
 DV1604.The horizontal coordinates were scaled from a topographic map and have
 DV1604.an estimated accuracy of +/- 6 seconds.
 DV1604
 DV1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1604.The vertical order pertains to the NGVD 29 superseded value.
 DV1604
 DV1604.The geoid height was determined by GEOID03.
 DV1604
 DV1604;                    North         East    Units  Estimated Accuracy
 DV1604;SPC AZ W     -   295,040.      190,610.      MT  (+/- 180 meters Scaled)
 DV1604
 DV1604                          SUPERSEDED SURVEY CONTROL
 DV1604
 DV1604  NGVD 29 (??/??/92)  476.48   (m)         1563.3    (f) COMPUTED    2 0
 DV1604
 DV1604.Superseded values are not recommended for survey control.
 DV1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1604.See file dsdata.txt to determine how the superseded data were derived.
 DV1604
 DV1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC222285(NAD 83)
 DV1604_MARKER: DD = SURVEY DISK
 DV1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1604_STAMPING: 19
 DV1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1604+STABILITY: SURFACE MOTION
 DV1604
 DV1604  HISTORY     - Date     Condition        Report By
 DV1604  HISTORY     - 1962     MONUMENTED       AZHD
 DV1604
 DV1604                          STATION DESCRIPTION
 DV1604
 DV1604'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1604'4.1 MI SW FROM BRENDA.
 DV1604'0.3 MILE WEST-NORTHWEST OF S 395 (2), AN ARIZONA HIGHWAY DEPARTMENT
 DV1604'DISK, STAMPED 19, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1604'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1604'HIGHWAY 10, 2.1 FEET NORTHWEST OF A METAL WTNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0846 ***********************************************************************
 DV0846  DESIGNATION -  19
 DV0846  PID         -  DV0846
 DV0846  STATE/COUNTY-  AZ/MARICOPA
 DV0846  USGS QUAD   -  TONOPAH (1984)
 DV0846
 DV0846                         *CURRENT SURVEY CONTROL
 DV0846  ___________________________________________________________________
 DV0846* NAD 83(1986)-  33 29 58.     (N)    112 56 59.     (W)     SCALED    
 DV0846* NAVD 88     -       351.05   (+/-2cm)    1151.7    (feet)  VERTCON   
 DV0846  ___________________________________________________________________
 DV0846  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0846
 DV0846.The horizontal coordinates were scaled from a topographic map and have
 DV0846.an estimated accuracy of +/- 6 seconds.
 DV0846
 DV0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0846.The vertical order pertains to the NGVD 29 superseded value.
 DV0846
 DV0846.The geoid height was determined by GEOID03.
 DV0846
 DV0846;                    North         East    Units  Estimated Accuracy
 DV0846;SPC AZ C     -   277,620.      117,370.      MT  (+/- 180 meters Scaled)
 DV0846
 DV0846                          SUPERSEDED SURVEY CONTROL
 DV0846
 DV0846  NGVD 29 (??/??/92)  350.407  (m)         1149.63   (f) ADJ UNCH    2 0
 DV0846
 DV0846.Superseded values are not recommended for survey control.
 DV0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0846.See file dsdata.txt to determine how the superseded data were derived.
 DV0846
 DV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC188083(NAD 83)
 DV0846_MARKER: DD = SURVEY DISK
 DV0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0846_STAMPING: 19
 DV0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0846+STABILITY: SURFACE MOTION
 DV0846
 DV0846  HISTORY     - Date     Condition        Report By
 DV0846  HISTORY     - UNK      MONUMENTED       AZHD
 DV0846  HISTORY     - 1962     GOOD             NGS
 DV0846
 DV0846                          STATION DESCRIPTION
 DV0846
 DV0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0846'0.2 MI ESE FROM TONOPAH.
 DV0846'0.2 MILE EAST-SOUTHEAST OF M 415.  AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV0846'STAMPED 19, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT
 DV0846'30 FEET SOUTH OF R P 2 P. I. 4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0081 ***********************************************************************
 ET0081  DESIGNATION -  19
 ET0081  PID         -  ET0081
 ET0081  STATE/COUNTY-  AZ/YAVAPAI
 ET0081  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0081
 ET0081                         *CURRENT SURVEY CONTROL
 ET0081  ___________________________________________________________________
 ET0081* NAD 83(1986)-  34 42 46.     (N)    112 09 06.     (W)     SCALED    
 ET0081* NAVD 88     -      2112.980  (meters)    6932.34   (feet)  POSTED    
 ET0081  ___________________________________________________________________
 ET0081  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ET0081  DYNAMIC HT  -        2109.970 (meters)    6922.46  (feet)  COMP
 ET0081  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 ET0081
 ET0081  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0081
 ET0081.The horizontal coordinates were scaled from a topographic map and have
 ET0081.an estimated accuracy of +/- 6 seconds.
 ET0081
 ET0081.The orthometric height was determined by differential leveling
 ET0081.and adjusted in November 2005.
 ET0081.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0081.rate of 1.1 thru 2.0 mm/km.
 ET0081
 ET0081.The geoid height was determined by GEOID03.
 ET0081
 ET0081.The dynamic height is computed by dividing the NAVD 88
 ET0081.geopotential number by the normal gravity value computed on the
 ET0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0081.degrees latitude (g = 980.6199 gals.).
 ET0081
 ET0081.The modeled gravity was interpolated from observed gravity values.
 ET0081
 ET0081;                    North         East    Units  Estimated Accuracy
 ET0081;SPC AZ C     -   411,740.      191,840.      MT  (+/- 180 meters Scaled)
 ET0081
 ET0081                          SUPERSEDED SURVEY CONTROL
 ET0081
 ET0081  NGVD 29 (??/??/92) 2112.042  (m)         6929.26   (f) ADJ UNCH    1 2
 ET0081
 ET0081.Superseded values are not recommended for survey control.
 ET0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0081.See file dsdata.txt to determine how the superseded data were derived.
 ET0081
 ET0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD945417(NAD 83)
 ET0081_MARKER: DD = SURVEY DISK
 ET0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0081_SP_SET: CONCRETE BASE
 ET0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0081
 ET0081  HISTORY     - Date     Condition        Report By
 ET0081  HISTORY     - UNK      MONUMENTED       AZDT
 ET0081  HISTORY     - 1933     GOOD             NGS
 ET0081  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0081
 ET0081                          STATION DESCRIPTION
 ET0081
 ET0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0081'7.3 MI SW FROM JEROME.
 ET0081'AT SIDE OF HIGHWAY, 0.4 MILES NORTH OF MINGUS MOUNTAIN GRADE SUMMIT,
 ET0081'0.3 MILES SOUTH OF STATE HIGHWAY MAINTENACE CAMP, INSIDE OF CURVE, 15
 ET0081'FEET EAST OF HIGHWAY CENTER-LINE, ON CONCRETE BASE OF F.A.P. SIGN.
 ET0081
 ET0081                          STATION RECOVERY (1973)
 ET0081
 ET0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0992 ***********************************************************************
 DU0992  DESIGNATION -  19
 DU0992  PID         -  DU0992
 DU0992  STATE/COUNTY-  AZ/MARICOPA
 DU0992  USGS QUAD   -  GUADALUPE (1982)
 DU0992
 DU0992                         *CURRENT SURVEY CONTROL
 DU0992  ___________________________________________________________________
 DU0992* NAD 83(1986)-  33 16 54.     (N)    111 57 58.     (W)     SCALED    
 DU0992* NAVD 88     -       350.28   (+/-2cm)    1149.2    (feet)  VERTCON   
 DU0992  ___________________________________________________________________
 DU0992  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0992
 DU0992.The horizontal coordinates were scaled from a topographic map and have
 DU0992.an estimated accuracy of +/- 6 seconds.
 DU0992
 DU0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0992.The vertical order pertains to the NGVD 29 superseded value.
 DU0992
 DU0992.The geoid height was determined by GEOID03.
 DU0992
 DU0992;                    North         East    Units  Estimated Accuracy
 DU0992;SPC AZ C     -   252,990.      208,750.      MT  (+/- 180 meters Scaled)
 DU0992
 DU0992                          SUPERSEDED SURVEY CONTROL
 DU0992
 DU0992  NGVD 29 (??/??/92)  349.727  (m)         1147.40   (f) ADJ UNCH    2 0
 DU0992
 DU0992.Superseded values are not recommended for survey control.
 DU0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0992.See file dsdata.txt to determine how the superseded data were derived.
 DU0992
 DU0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB100829(NAD 83)
 DU0992_MARKER: DD = SURVEY DISK
 DU0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0992_STAMPING: 19 1961
 DU0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0992+STABILITY: SURFACE MOTION
 DU0992
 DU0992  HISTORY     - Date     Condition        Report By
 DU0992  HISTORY     - 1961     MONUMENTED       AZHD
 DU0992  HISTORY     - 1962     GOOD             NGS
 DU0992  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DU0992
 DU0992                          STATION DESCRIPTION
 DU0992
 DU0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0992'8.9 MI SW FROM CHANDLER.
 DU0992'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0992'CO. RAILROAD CROSSING OF CLEVELAND AVE. AT CHANDLER, THENCE 1.8 MILES
 DU0992'SOUTHWEST ALONG ASPHALT PAVED ROAD TO MARICOPA, SET IN THE CENTER OF
 DU0992'THE PROPOSED MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 50 YARDS EAST OF
 DU0992'THE CENTER OF THE ROAD, 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IS AN
 DU0992'ARIZONA HIGHWAY DEPARTMENT DISK SET IN TOP OF A CONCRETE POST FLUSH
 DU0992'WITH THE GROUND.
 DU0992
 DU0992                          STATION RECOVERY (2007)
 DU0992
 DU0992'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5908 ***********************************************************************
 DJ5908  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5908  DESIGNATION -  19
 DJ5908  PID         -  DJ5908
 DJ5908  STATE/COUNTY-  AZ/MARICOPA
 DJ5908  USGS QUAD   -  TOLLESON (1982)
 DJ5908
 DJ5908                         *CURRENT SURVEY CONTROL
 DJ5908  ___________________________________________________________________
 DJ5908* NAD 83(2007)-  33 25 41.39272(N)    112 18 22.92730(W)     ADJUSTED  
 DJ5908* NAVD 88     -       299.89   (meters)     983.9    (feet)  GPS OBS   
 DJ5908  ___________________________________________________________________
 DJ5908  EPOCH DATE  -        2007.00
 DJ5908  X           -  -2,022,551.447 (meters)                     COMP
 DJ5908  Y           -  -4,929,929.055 (meters)                     COMP
 DJ5908  Z           -   3,493,836.080 (meters)                     COMP
 DJ5908  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DJ5908  ELLIP HEIGHT-         269.556 (meters)          (03/21/07) ADJUSTED
 DJ5908  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DJ5908  HORZ ORDER  -  FIRST
 DJ5908  ELLP ORDER  -  FOURTH    CLASS I
 DJ5908
 DJ5908.The horizontal coordinates were established by GPS observations
 DJ5908.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5908
 DJ5908.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5908.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5908.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5908.The epoch date for horizontal control is a decimal equivalence
 DJ5908.of Year/Month/Day.
 DJ5908
 DJ5908.The orthometric height was determined by GPS observations and a
 DJ5908.high-resolution geoid model.
 DJ5908.The orthometric height was determined by GPS observations and a
 DJ5908.high-resolution geoid model using precise GPS observation and
 DJ5908.processing techniques.
 DJ5908
 DJ5908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5908
 DJ5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5908
 DJ5908.The ellipsoidal height was determined by GPS observations
 DJ5908.and is referenced to NAD 83.
 DJ5908
 DJ5908.The geoid height was determined by GEOID03.
 DJ5908
 DJ5908;                    North         East     Units Scale Factor Converg.
 DJ5908;SPC AZ C     -   269,301.688   177,121.528   MT  0.99991619   -0 12 52.9
 DJ5908;SPC AZ C     -   883,535.72    581,107.38   iFT  0.99991619   -0 12 52.9
 DJ5908;UTM  12      - 3,699,517.751   378,553.154   MT  0.99978184   -0 43 11.1
 DJ5908
 DJ5908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5908!SPC AZ C     -   0.99995768  x   0.99991619  =   0.99987388
 DJ5908!UTM  12      -   0.99995768  x   0.99978184  =   0.99973953
 DJ5908
 DJ5908                          SUPERSEDED SURVEY CONTROL
 DJ5908
 DJ5908.No superseded survey control is available for this station.
 DJ5908
 DJ5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7855399518(NAD 83)
 DJ5908_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5908_STAMPING: 76
 DJ5908_MARK LOGO: AZ-013
 DJ5908_PROJECTION: RECESSED 19 CENTIMETERS
 DJ5908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5908+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5908
 DJ5908  HISTORY     - Date     Condition        Report By
 DJ5908  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5908  HISTORY     - 20061101 GOOD             EVANS
 DJ5908
 DJ5908                          STATION DESCRIPTION
 DJ5908
 DJ5908'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5908'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5908'SOUTH ON AVONDALE BOULEVARD 3.45KM TO DURANGO STREET.  STATION IS A
 DJ5908'MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS DISK STAMPED 1976, IN A
 DJ5908'CONCRETE POST IN A HAND HOLE, RECESSED 18CM, FOUND AT THE INTERSECTION
 DJ5908'OF AVONDALE BOULEVARD AND DURANGO STREET. (GDACS CORNER 54059-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1571 ***********************************************************************
 DV1571  DESIGNATION -  19 A
 DV1571  PID         -  DV1571
 DV1571  STATE/COUNTY-  AZ/LA PAZ
 DV1571  USGS QUAD   -  HOPE SW (1990)
 DV1571
 DV1571                         *CURRENT SURVEY CONTROL
 DV1571  ___________________________________________________________________
 DV1571* NAD 83(1986)-  33 37 14.     (N)    113 41 28.     (W)     SCALED    
 DV1571* NAVD 88     -       378.18   (+/-2cm)    1240.7    (feet)  VERTCON   
 DV1571  ___________________________________________________________________
 DV1571  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DV1571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1571
 DV1571.The horizontal coordinates were scaled from a topographic map and have
 DV1571.an estimated accuracy of +/- 6 seconds.
 DV1571
 DV1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1571.The vertical order pertains to the NGVD 29 superseded value.
 DV1571
 DV1571.The geoid height was determined by GEOID03.
 DV1571
 DV1571;                    North         East    Units  Estimated Accuracy
 DV1571;SPC AZ W     -   290,580.      218,820.      MT  (+/- 180 meters Scaled)
 DV1571
 DV1571                          SUPERSEDED SURVEY CONTROL
 DV1571
 DV1571  NGVD 29 (??/??/92)  377.512  (m)         1238.55   (f) ADJ UNCH    2 0
 DV1571
 DV1571.Superseded values are not recommended for survey control.
 DV1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1571.See file dsdata.txt to determine how the superseded data were derived.
 DV1571
 DV1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC503233(NAD 83)
 DV1571_MARKER: DD = SURVEY DISK
 DV1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1571_STAMPING: 19 A 1962
 DV1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1571+STABILITY: SURFACE MOTION
 DV1571
 DV1571  HISTORY     - Date     Condition        Report By
 DV1571  HISTORY     - 1962     MONUMENTED       AZHD
 DV1571  HISTORY     - 19870206 GOOD             USGS
 DV1571
 DV1571                          STATION DESCRIPTION
 DV1571
 DV1571'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1571'14.2 MI SW FROM HOPE.
 DV1571'0.5 MILE EAST-SOUTHEAST OF K 396 19, AN ARIZONA HIGHWAY DEPARTMENT
 DV1571'DISK STAMPED 19 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1571'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1571'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1571
 DV1571                          STATION RECOVERY (1987)
 DV1571
 DV1571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0809 ***********************************************************************
 FQ0809  DESIGNATION -  19 BKC
 FQ0809  PID         -  FQ0809
 FQ0809  STATE/COUNTY-  AZ/COCONINO
 FQ0809  USGS QUAD   -  WUPATKI SW (1969)
 FQ0809
 FQ0809                         *CURRENT SURVEY CONTROL
 FQ0809  ___________________________________________________________________
 FQ0809* NAD 83(1986)-  35 33 42.     (N)    111 28 10.     (W)     SCALED    
 FQ0809* NAVD 88     -      1650.919  (meters)    5416.39   (feet)  POSTED    
 FQ0809  ___________________________________________________________________
 FQ0809  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FQ0809  DYNAMIC HT  -        1648.780 (meters)    5409.37  (feet)  COMP
 FQ0809  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 FQ0809
 FQ0809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0809
 FQ0809.The horizontal coordinates were scaled from a topographic map and have
 FQ0809.an estimated accuracy of +/- 6 seconds.
 FQ0809
 FQ0809.The orthometric height was determined by differential leveling
 FQ0809.and adjusted by the  in 1992.
 FQ0809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0809.rate of 0.0 thru 1.0 mm/km.
 FQ0809
 FQ0809.The geoid height was determined by GEOID03.
 FQ0809
 FQ0809.The dynamic height is computed by dividing the NAVD 88
 FQ0809.geopotential number by the normal gravity value computed on the
 FQ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0809.degrees latitude (g = 980.6199 gals.).
 FQ0809
 FQ0809.The modeled gravity was interpolated from observed gravity values.
 FQ0809
 FQ0809;                    North         East    Units  Estimated Accuracy
 FQ0809;SPC AZ C     -   505,980.      253,900.      MT  (+/- 180 meters Scaled)
 FQ0809
 FQ0809                          SUPERSEDED SURVEY CONTROL
 FQ0809
 FQ0809  NGVD 29 (??/??/92) 1650.03   (m)         5413.5    (f) COMPUTED    2 2
 FQ0809
 FQ0809.Superseded values are not recommended for survey control.
 FQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0809.See file dsdata.txt to determine how the superseded data were derived.
 FQ0809
 FQ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE574354(NAD 83)
 FQ0809_MARKER: DB = BENCH MARK DISK
 FQ0809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0809_SP_SET: COPPER-CLAD STEEL ROD
 FQ0809_STAMPING: 19 BKC 1968 5413
 FQ0809_MARK LOGO: USGS  
 FQ0809_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0809+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0809
 FQ0809  HISTORY     - Date     Condition        Report By
 FQ0809  HISTORY     - 1968     MONUMENTED       USGS
 FQ0809
 FQ0809                          STATION DESCRIPTION
 FQ0809
 FQ0809'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0809'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0809'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0809'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0809'NATIONAL MONUMENT, THENCE 4.4 MILES EAST ALONG THE MONUMENT ROAD, 59
 FQ0809'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS
 FQ0809'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0809'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1271 ***********************************************************************
 CY1271  DESIGNATION -  19 EMH
 CY1271  PID         -  CY1271
 CY1271  STATE/COUNTY-  AZ/GRAHAM
 CY1271  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1271
 CY1271                         *CURRENT SURVEY CONTROL
 CY1271  ___________________________________________________________________
 CY1271* NAD 83(1986)-  32 36 37.     (N)    109 40 35.     (W)     SCALED    
 CY1271* NAVD 88     -      1173.12   (+/-2cm)    3848.8    (feet)  VERTCON   
 CY1271  ___________________________________________________________________
 CY1271  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY1271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1271
 CY1271.The horizontal coordinates were scaled from a topographic map and have
 CY1271.an estimated accuracy of +/- 6 seconds.
 CY1271
 CY1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1271.The vertical order pertains to the NGVD 29 superseded value.
 CY1271
 CY1271.The geoid height was determined by GEOID03.
 CY1271
 CY1271;                    North         East    Units  Estimated Accuracy
 CY1271;SPC AZ E     -   178,640.      259,370.      MT  (+/- 180 meters Scaled)
 CY1271
 CY1271                          SUPERSEDED SURVEY CONTROL
 CY1271
 CY1271  NGVD 29 (??/??/92) 1172.41   (m)         3846.5    (f) COMPUTED    2 0
 CY1271
 CY1271.Superseded values are not recommended for survey control.
 CY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1271.See file dsdata.txt to determine how the superseded data were derived.
 CY1271
 CY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB241088(NAD 83)
 CY1271_MARKER: DB = BENCH MARK DISK
 CY1271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1271_SP_SET: COPPER-CLAD STEEL ROD
 CY1271_STAMPING: 19 EMH 1972 3846
 CY1271_MARK LOGO: USGS  
 CY1271_PROJECTION: FLUSH
 CY1271_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1271+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY1271_ROD/PIPE-DEPTH: 6.10 meters
 CY1271
 CY1271  HISTORY     - Date     Condition        Report By
 CY1271  HISTORY     - 1972     MONUMENTED       USGS
 CY1271  HISTORY     - 20081010 GOOD             GEOCAC
 CY1271
 CY1271                          STATION DESCRIPTION
 CY1271
 CY1271'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1271'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1271'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 0.8
 CY1271'MILES EAST ALONG A DIRT ROAD, ABOUT 0.2 MILES NORTHEAST OF A ROAD
 CY1271'FORK EAST, 44 FEET NORTH AND ABOUT 1.0 FOOT LOWER THAN THE CENTERLINE
 CY1271'OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET ON A COPPER-COATED
 CY1271'ROD (ROD DEPTH ESTIMATED).
 CY1271
 CY1271                          STATION RECOVERY (2008)
 CY1271
 CY1271'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY1271'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY1271'36.628' W109  40.587'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0780 ***********************************************************************
 FQ0780  DESIGNATION -  19 HLS
 FQ0780  PID         -  FQ0780
 FQ0780  STATE/COUNTY-  AZ/NAVAJO
 FQ0780  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0780
 FQ0780                         *CURRENT SURVEY CONTROL
 FQ0780  ___________________________________________________________________
 FQ0780* NAD 83(1986)-  35 09 06.     (N)    110 14 24.     (W)     SCALED    
 FQ0780* NAVD 88     -      1584.976  (meters)    5200.04   (feet)  ADJUSTED  
 FQ0780  ___________________________________________________________________
 FQ0780  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FQ0780  DYNAMIC HT  -        1582.857 (meters)    5193.09  (feet)  COMP
 FQ0780  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 FQ0780
 FQ0780  VERT ORDER  -  THIRD
 FQ0780
 FQ0780.The horizontal coordinates were scaled from a topographic map and have
 FQ0780.an estimated accuracy of +/- 6 seconds.
 FQ0780
 FQ0780.The orthometric height was determined by differential leveling
 FQ0780.and adjusted in June 1991.
 FQ0780
 FQ0780.The geoid height was determined by GEOID03.
 FQ0780
 FQ0780.The dynamic height is computed by dividing the NAVD 88
 FQ0780.geopotential number by the normal gravity value computed on the
 FQ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0780.degrees latitude (g = 980.6199 gals.).
 FQ0780
 FQ0780.The modeled gravity was interpolated from observed gravity values.
 FQ0780
 FQ0780;                    North         East    Units  Estimated Accuracy
 FQ0780;SPC AZ E     -   460,400.      206,680.      MT  (+/- 180 meters Scaled)
 FQ0780
 FQ0780                          SUPERSEDED SURVEY CONTROL
 FQ0780
 FQ0780.No superseded survey control is available for this station.
 FQ0780
 FQ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD692901(NAD 83)
 FQ0780_MARKER: DB = BENCH MARK DISK
 FQ0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0780_SP_SET: COPPER-CLAD STEEL ROD
 FQ0780_STAMPING: 19 HLS 1970 5197
 FQ0780_MARK LOGO: USGS  
 FQ0780_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0780+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0780
 FQ0780  HISTORY     - Date     Condition        Report By
 FQ0780  HISTORY     - 1970     MONUMENTED       USGS
 FQ0780
 FQ0780                          STATION DESCRIPTION
 FQ0780
 FQ0780'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0780'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0780'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0780'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0780'NORTHEAST ALONG THE ROAD TO A ROAD FORK, THENCE 3.0 MILE EAST ALONG
 FQ0780'THE ROAD.  OR, FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA,
 FQ0780'PROCEED 6.6 MILES NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES
 FQ0780'NORTH ALONG STATE HIGHWAY 77, THENCE 9.9 MILES WEST ALONG A ROAD, 82
 FQ0780'FEET WEST OF A FENCE CORNER, 29 FEET NORTH OF THE CENTERLINE OF THE
 FQ0780'ROAD, 2 FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0780'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0886 ***********************************************************************
 FQ0886  DESIGNATION -  19 JRH
 FQ0886  PID         -  FQ0886
 FQ0886  STATE/COUNTY-  AZ/COCONINO
 FQ0886  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0886
 FQ0886                         *CURRENT SURVEY CONTROL
 FQ0886  ___________________________________________________________________
 FQ0886* NAD 83(1986)-  35 27 04.     (N)    111 35 28.     (W)     SCALED    
 FQ0886* NAVD 88     -      2003.329  (meters)    6572.59   (feet)  POSTED    
 FQ0886  ___________________________________________________________________
 FQ0886  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FQ0886  DYNAMIC HT  -        2000.610 (meters)    6563.67  (feet)  COMP
 FQ0886  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 FQ0886
 FQ0886  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0886
 FQ0886.The horizontal coordinates were scaled from a topographic map and have
 FQ0886.an estimated accuracy of +/- 6 seconds.
 FQ0886
 FQ0886.The orthometric height was determined by differential leveling
 FQ0886.and adjusted by the  in 1992.
 FQ0886.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0886.rate of 0.0 thru 1.0 mm/km.
 FQ0886
 FQ0886.The geoid height was determined by GEOID03.
 FQ0886
 FQ0886.The dynamic height is computed by dividing the NAVD 88
 FQ0886.geopotential number by the normal gravity value computed on the
 FQ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0886.degrees latitude (g = 980.6199 gals.).
 FQ0886
 FQ0886.The modeled gravity was interpolated from observed gravity values.
 FQ0886
 FQ0886;                    North         East    Units  Estimated Accuracy
 FQ0886;SPC AZ C     -   493,670.      242,910.      MT  (+/- 180 meters Scaled)
 FQ0886
 FQ0886                          SUPERSEDED SURVEY CONTROL
 FQ0886
 FQ0886  NGVD 29 (??/??/92) 2002.39   (m)         6569.5    (f) COMPUTED    3 0
 FQ0886
 FQ0886.Superseded values are not recommended for survey control.
 FQ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0886.See file dsdata.txt to determine how the superseded data were derived.
 FQ0886
 FQ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE463232(NAD 83)
 FQ0886_MARKER: DB = BENCH MARK DISK
 FQ0886_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0886_SP_SET: ROCK OUTCROP
 FQ0886_STAMPING: 19 JRH 1959 6569
 FQ0886_MARK LOGO: USGS  
 FQ0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0886+STABILITY: POSITION/ELEVATION WELL
 FQ0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0886+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0886
 FQ0886  HISTORY     - Date     Condition        Report By
 FQ0886  HISTORY     - 1959     MONUMENTED       USGS
 FQ0886
 FQ0886                          STATION DESCRIPTION
 FQ0886
 FQ0886'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0886'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0886'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 2.0 MILES
 FQ0886'NORTHWEST, 95 FEET NORTHEAST OF AND 13 FEET HIGHER THAN THE
 FQ0886'CENTERLINE OF THE ROAD, IN A PROMINENT LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0177 ***********************************************************************
 DA0177  DESIGNATION -  19 RS
 DA0177  PID         -  DA0177
 DA0177  STATE/COUNTY-  AZ/PINAL
 DA0177  USGS QUAD   -  KOHATK (1981)
 DA0177
 DA0177                         *CURRENT SURVEY CONTROL
 DA0177  ___________________________________________________________________
 DA0177* NAD 83(1986)-  32 31 25.     (N)    112 04 21.     (W)     SCALED    
 DA0177* NAVD 88     -       547.98   (+/-2cm)    1797.8    (feet)  VERTCON   
 DA0177  ___________________________________________________________________
 DA0177  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0177
 DA0177.The horizontal coordinates were scaled from a topographic map and have
 DA0177.an estimated accuracy of +/- 6 seconds.
 DA0177
 DA0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0177.The vertical order pertains to the NGVD 29 superseded value.
 DA0177
 DA0177.The geoid height was determined by GEOID03.
 DA0177
 DA0177;                    North         East    Units  Estimated Accuracy
 DA0177;SPC AZ C     -   168,940.      198,720.      MT  (+/- 180 meters Scaled)
 DA0177
 DA0177                          SUPERSEDED SURVEY CONTROL
 DA0177
 DA0177  NGVD 29 (??/??/92)  547.335  (m)         1795.71   (f) ADJ UNCH    2 0
 DA0177
 DA0177.Superseded values are not recommended for survey control.
 DA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0177.See file dsdata.txt to determine how the superseded data were derived.
 DA0177
 DA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA992989(NAD 83)
 DA0177_MARKER: DD = SURVEY DISK
 DA0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0177_STAMPING: RS19 1796 1939
 DA0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0177+STABILITY: SURFACE MOTION
 DA0177
 DA0177  HISTORY     - Date     Condition        Report By
 DA0177  HISTORY     - 1939     MONUMENTED       USGS
 DA0177  HISTORY     - 1952     GOOD             NGS
 DA0177
 DA0177                          STATION DESCRIPTION
 DA0177
 DA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0177'6.5 MI SW FROM QUAJOTE.
 DA0177'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0177'VILLAGE OF QUAJOTE, THENCE 3.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0177'0.2 MILE SOUTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING WEST, 41
 DA0177'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTHWEST OF
 DA0177'THE NORTH BANK OF A SMALL EASTWEST WASH, 1.3 FEET NORTHWEST OF A
 DA0177'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 DA0177'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0178 ***********************************************************************
 DA0178  DESIGNATION -  19 RS RM
 DA0178  PID         -  DA0178
 DA0178  STATE/COUNTY-  AZ/PINAL
 DA0178  USGS QUAD   -  KOHATK (1981)
 DA0178
 DA0178                         *CURRENT SURVEY CONTROL
 DA0178  ___________________________________________________________________
 DA0178* NAD 83(1986)-  32 31 26.     (N)    112 04 23.     (W)     SCALED    
 DA0178* NAVD 88     -       548.26   (+/-2cm)    1798.7    (feet)  VERTCON   
 DA0178  ___________________________________________________________________
 DA0178  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0178
 DA0178.The horizontal coordinates were scaled from a topographic map and have
 DA0178.an estimated accuracy of +/- 6 seconds.
 DA0178
 DA0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0178.The vertical order pertains to the NGVD 29 superseded value.
 DA0178
 DA0178.The geoid height was determined by GEOID03.
 DA0178
 DA0178;                    North         East    Units  Estimated Accuracy
 DA0178;SPC AZ C     -   168,970.      198,670.      MT  (+/- 180 meters Scaled)
 DA0178
 DA0178                          SUPERSEDED SURVEY CONTROL
 DA0178
 DA0178  NGVD 29 (??/??/92)  547.619  (m)         1796.65   (f) ADJ UNCH    2 0
 DA0178
 DA0178.Superseded values are not recommended for survey control.
 DA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0178.See file dsdata.txt to determine how the superseded data were derived.
 DA0178
 DA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA992990(NAD 83)
 DA0178_MARKER: B = BOLT
 DA0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0178+STABILITY: SURFACE MOTION
 DA0178
 DA0178  HISTORY     - Date     Condition        Report By
 DA0178  HISTORY     - UNK      MONUMENTED       USGS
 DA0178  HISTORY     - 1952     GOOD             NGS
 DA0178
 DA0178                          STATION DESCRIPTION
 DA0178
 DA0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0178'6.5 MI SW FROM QUAJOTE.
 DA0178'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0178'VILLAGE OF QUAJOTE, THENCE 3.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0178'98.0 FEET NORTHWEST OF BM R.S.19 (UNITED STATES GEOLOGICAL SURVEY), 51
 DA0178'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND AN IRON BOLT SET IN
 DA0178'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 DA0178'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1511 ***********************************************************************
 CZ1511  DESIGNATION -  19 WBC
 CZ1511  PID         -  CZ1511
 CZ1511  STATE/COUNTY-  AZ/PINAL
 CZ1511  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1511
 CZ1511                         *CURRENT SURVEY CONTROL
 CZ1511  ___________________________________________________________________
 CZ1511* NAD 83(1986)-  32 48 33.     (N)    111 38 54.     (W)     SCALED    
 CZ1511* NAVD 88     -       452.233  (meters)    1483.70   (feet)  ADJUSTED  
 CZ1511  ___________________________________________________________________
 CZ1511  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1511  DYNAMIC HT  -         451.676 (meters)    1481.87  (feet)  COMP
 CZ1511  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 CZ1511  OBS GRAVITY -     979,389.7   (mgal)                       GRAV_OBS
 CZ1511
 CZ1511  VERT ORDER  -  FIRST     CLASS II
 CZ1511
 CZ1511.The horizontal coordinates were scaled from a topographic map and have
 CZ1511.an estimated accuracy of +/- 6 seconds.
 CZ1511
 CZ1511.The orthometric height was determined by differential leveling
 CZ1511.and adjusted in November 1993.
 CZ1511
 CZ1511.The geoid height was determined by GEOID03.
 CZ1511
 CZ1511.The dynamic height is computed by dividing the NAVD 88
 CZ1511.geopotential number by the normal gravity value computed on the
 CZ1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1511.degrees latitude (g = 980.6199 gals.).
 CZ1511
 CZ1511.The modeled gravity was interpolated from observed gravity values.
 CZ1511.The observed gravity was obtained from relative gravimeter ties
 CZ1511.to the IGSN71 gravity network.
 CZ1511
 CZ1511;                    North         East    Units  Estimated Accuracy
 CZ1511;SPC AZ C     -   200,620.      238,490.      MT  (+/- 180 meters Scaled)
 CZ1511
 CZ1511                          SUPERSEDED SURVEY CONTROL
 CZ1511
 CZ1511  NAVD 88 (06/15/91)  452.355  (m)         1484.10   (f) UNKNOWN     1 2
 CZ1511
 CZ1511.Superseded values are not recommended for survey control.
 CZ1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1511.See file dsdata.txt to determine how the superseded data were derived.
 CZ1511
 CZ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB393303(NAD 83)
 CZ1511_MARKER: DD = SURVEY DISK
 CZ1511_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1511_SP_SET: BRIDGE ABUTMENT
 CZ1511_STAMPING: 19 WBC 1977 1483
 CZ1511_MARK LOGO: USGS  
 CZ1511_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1511+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1511
 CZ1511  HISTORY     - Date     Condition        Report By
 CZ1511  HISTORY     - 1977     MONUMENTED       USGS
 CZ1511  HISTORY     - 1980     GOOD             NGS
 CZ1511  HISTORY     - 1984     GOOD             NGS
 CZ1511  HISTORY     - 19911205 GOOD             NGS
 CZ1511  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1511
 CZ1511                          STATION DESCRIPTION
 CZ1511
 CZ1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1511'12.5 KM SE FROM CASA GRANDE.
 CZ1511'THE MARK IS 0.3 M BELOW THE TRACKS.
 CZ1511'12.5 KILOMETERS (7.75 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1511'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN TOP OF THE
 CZ1511'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A SMALL RAILROAD BRIDGE
 CZ1511'926.52, 2.1 METERS (7 FEET) SOUTHWEST OF THE SOUTHWEST RAIL.
 CZ1511
 CZ1511                          STATION RECOVERY (1984)
 CZ1511
 CZ1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1511'RECOVERED IN GOOD CONDITION.
 CZ1511
 CZ1511                          STATION RECOVERY (1991)
 CZ1511
 CZ1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1511'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1511'ELOY, THENCE 10.9 KM (6.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1511'IN TOP OF AND 1.4 M (4.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 CZ1511'SOUTHEAST CONCRETE ABUTMENT OF SOUTHERN PACIFIC RAILROAD BRIDGE
 CZ1511'NUMBER 926.52, 44.1 M (144.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 CZ1511'2.0 M (6.6 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW
 CZ1511'THE LEVEL OF THE TRACK.
 CZ1511
 CZ1511                          STATION RECOVERY (2006)
 CZ1511
 CZ1511'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0367 ***********************************************************************
 CY0367  DESIGNATION -  19+30
 CY0367  PID         -  CY0367
 CY0367  STATE/COUNTY-  AZ/COCHISE
 CY0367  USGS QUAD   -  COCHISE (1985)
 CY0367
 CY0367                         *CURRENT SURVEY CONTROL
 CY0367  ___________________________________________________________________
 CY0367* NAD 83(1986)-  32 06 53.     (N)    109 55 17.     (W)     SCALED    
 CY0367* NAVD 88     -      1285.84   (+/-2cm)    4218.6    (feet)  VERTCON   
 CY0367  ___________________________________________________________________
 CY0367  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0367
 CY0367.The horizontal coordinates were scaled from a topographic map and have
 CY0367.an estimated accuracy of +/- 6 seconds.
 CY0367
 CY0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0367.The vertical order pertains to the NGVD 29 superseded value.
 CY0367
 CY0367.The geoid height was determined by GEOID03.
 CY0367
 CY0367;                    North         East    Units  Estimated Accuracy
 CY0367;SPC AZ E     -   123,610.      236,510.      MT  (+/- 180 meters Scaled)
 CY0367
 CY0367                          SUPERSEDED SURVEY CONTROL
 CY0367
 CY0367  NGVD 29 (??/??/92) 1285.076  (m)         4216.12   (f) ADJ UNCH    1 2
 CY0367
 CY0367.Superseded values are not recommended for survey control.
 CY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0367.See file dsdata.txt to determine how the superseded data were derived.
 CY0367
 CY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA017536(NAD 83)
 CY0367_MARKER: DD = SURVEY DISK
 CY0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0367_SP_SET: CULVERT
 CY0367_STAMPING: 4216.58 19+30 1929
 CY0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0367
 CY0367  HISTORY     - Date     Condition        Report By
 CY0367  HISTORY     - 1929     MONUMENTED       AZHD
 CY0367  HISTORY     - 1952     GOOD             NGS
 CY0367  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0367
 CY0367                          STATION DESCRIPTION
 CY0367
 CY0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0367'IN COCHISE.
 CY0367'0.15 MILE NORTHEAST ALONG THE OLD UNITED STATES HIGHWAY 666 FROM THE
 CY0367'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT COCHISE, SET IN THE TOP
 CY0367'OF AND AT THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT,
 CY0367'ABOUT 180.0 FEET SOUTHEAST ACROSS FROM THE OLD HIGHWAY AND RAILROAD
 CY0367'TRACKS FROM MILEPOLE 1064, 41 1/2 FEET NORTHWEST OF A CULVERT, 13.0
 CY0367'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET NORTHEAST OF
 CY0367'THE SOUTHWEST END OF A CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 CY0367'NOTE-- CULVERT DESTROYED.
 CY0367
 CY0367                          STATION RECOVERY (1958)
 CY0367
 CY0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0519 ***********************************************************************
 GQ0519  DESIGNATION -  190 DOR
 GQ0519  PID         -  GQ0519
 GQ0519  STATE/COUNTY-  AZ/MOHAVE
 GQ0519  USGS QUAD   -  GRAND GULCH BENCH (1971)
 GQ0519
 GQ0519                         *CURRENT SURVEY CONTROL
 GQ0519  ___________________________________________________________________
 GQ0519* NAD 83(1986)-  36 15 57.     (N)    113 52 28.     (W)     SCALED    
 GQ0519* NAVD 88     -       695.392  (meters)    2281.47   (feet)  POSTED    
 GQ0519  ___________________________________________________________________
 GQ0519  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 GQ0519  DYNAMIC HT  -         694.660 (meters)    2279.06  (feet)  COMP
 GQ0519  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 GQ0519
 GQ0519  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0519
 GQ0519.The horizontal coordinates were scaled from a topographic map and have
 GQ0519.an estimated accuracy of +/- 6 seconds.
 GQ0519
 GQ0519.The orthometric height was determined by differential leveling
 GQ0519.and adjusted by the  in 1992.
 GQ0519.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0519.rate of 0.0 thru 1.0 mm/km.
 GQ0519
 GQ0519.The geoid height was determined by GEOID03.
 GQ0519
 GQ0519.The dynamic height is computed by dividing the NAVD 88
 GQ0519.geopotential number by the normal gravity value computed on the
 GQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0519.degrees latitude (g = 980.6199 gals.).
 GQ0519
 GQ0519.The modeled gravity was interpolated from observed gravity values.
 GQ0519
 GQ0519;                    North         East    Units  Estimated Accuracy
 GQ0519;SPC AZ W     -   584,030.      202,180.      MT  (+/- 180 meters Scaled)
 GQ0519
 GQ0519                          SUPERSEDED SURVEY CONTROL
 GQ0519
 GQ0519  NGVD 29 (??/??/92)  694.68   (m)         2279.1    (f) COMPUTED    3 0
 GQ0519
 GQ0519.Superseded values are not recommended for survey control.
 GQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0519.See file dsdata.txt to determine how the superseded data were derived.
 GQ0519
 GQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF417172(NAD 83)
 GQ0519_MARKER: DB = BENCH MARK DISK
 GQ0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0519_SP_SET: COPPER-CLAD STEEL ROD
 GQ0519_STAMPING: 190 DOR 1970 2279
 GQ0519_MARK LOGO: USGS  
 GQ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0519
 GQ0519  HISTORY     - Date     Condition        Report By
 GQ0519  HISTORY     - 1970     MONUMENTED       USGS
 GQ0519
 GQ0519                          STATION DESCRIPTION
 GQ0519
 GQ0519'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0519'152.2 KM (94.60 MI) SSW FROM ST GEORGE UT.
 GQ0519'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0519'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0519'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0519'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0519'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0519'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0519'MESQUITE, THENCE 7.7 MILES WEST, 0.4 MILES EAST OF A USBLM BRASS CAP
 GQ0519'STAMPED T33N R15W S10 S11 S15 S14 1970, 30 FEET NORTHEAST OF THE
 GQ0519'ROAD.  ROD DEPTH UNKNOWN.
 GQ0519'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0519'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0040 ***********************************************************************
 CZ0040  DESIGNATION -  190+20.96
 CZ0040  PID         -  CZ0040
 CZ0040  STATE/COUNTY-  AZ/PIMA
 CZ0040  USGS QUAD   -  TUCSON (1992)
 CZ0040
 CZ0040                         *CURRENT SURVEY CONTROL
 CZ0040  ___________________________________________________________________
 CZ0040* NAD 83(1986)-  32 13 38.     (N)    110 58 55.     (W)     SCALED    
 CZ0040* NAVD 88     -       712.98   (+/-2cm)    2339.2    (feet)  VERTCON   
 CZ0040  ___________________________________________________________________
 CZ0040  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0040  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0040
 CZ0040.The horizontal coordinates were scaled from a topographic map and have
 CZ0040.an estimated accuracy of +/- 6 seconds.
 CZ0040
 CZ0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0040.The vertical order pertains to the NGVD 29 superseded value.
 CZ0040
 CZ0040.The geoid height was determined by GEOID03.
 CZ0040
 CZ0040;                    North         East    Units  Estimated Accuracy
 CZ0040;SPC AZ C     -   136,440.      301,460.      MT  (+/- 180 meters Scaled)
 CZ0040
 CZ0040                          SUPERSEDED SURVEY CONTROL
 CZ0040
 CZ0040  NGVD 29 (??/??/92)  712.315  (m)         2336.99   (f) ADJ UNCH    1 2
 CZ0040
 CZ0040.Superseded values are not recommended for survey control.
 CZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0040.See file dsdata.txt to determine how the superseded data were derived.
 CZ0040
 CZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA017656(NAD 83)
 CZ0040_MARKER: DD = SURVEY DISK
 CZ0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0040_SP_SET: BRIDGE
 CZ0040_STAMPING: 2337.76 1951 SB 190+20.96
 CZ0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0040
 CZ0040  HISTORY     - Date     Condition        Report By
 CZ0040  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0040  HISTORY     - 1951     GOOD             NGS
 CZ0040  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0040
 CZ0040                          STATION DESCRIPTION
 CZ0040
 CZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0040'1.3 MI NW FROM TUCSON.
 CZ0040'0.9 MILE WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC RAILROAD
 CZ0040'STATION, THENCE 0.4 MILE NORTH ALONG TUCSON ACCESS FREEWAY, 0.1 MILE
 CZ0040'SOUTHEAST OF THE INTERSECTION OF TUCSON ACCESS FREEWAY AND ST MARYS
 CZ0040'ROAD, IN THE TOP OF THE APPROXIMATE CENTER OF THE WEST HEADWALL OF A
 CZ0040'CONCRETE HIGHWAY BRIDGE OVER A CREEK, 0.1 MILE EAST OF SANTA CRUZ
 CZ0040'RIVER, 30 1/2 FEET WEST OF THE HIGHWAY CENTERLINE AND ABOUT 1 FOOT
 CZ0040'LOWER THAN THE HIGHWAY.
 CZ0040
 CZ0040                          STATION RECOVERY (1980)
 CZ0040
 CZ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0040'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL FOUND HAD
 CZ0040'A HIGHWAY DISK STAMPED 1966.  THE ORIGINAL MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0082 ***********************************************************************
 EU0082  DESIGNATION -  1902.986
 EU0082  PID         -  EU0082
 EU0082  STATE/COUNTY-  AZ/MOHAVE
 EU0082  USGS QUAD   -  YUCCA NW (1970)
 EU0082
 EU0082                         *CURRENT SURVEY CONTROL
 EU0082  ___________________________________________________________________
 EU0082* NAD 83(1986)-  34 54 07.     (N)    114 09 17.     (W)     SCALED    
 EU0082* NAVD 88     -       580.723  (meters)    1905.26   (feet)  ADJUSTED  
 EU0082  ___________________________________________________________________
 EU0082  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 EU0082  DYNAMIC HT  -         580.073 (meters)    1903.12  (feet)  COMP
 EU0082  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 EU0082  OBS GRAVITY -     979,496.0   (mgal)                       GRAV_OBS
 EU0082
 EU0082  VERT ORDER  -  FIRST     CLASS II
 EU0082
 EU0082.The horizontal coordinates were scaled from a topographic map and have
 EU0082.an estimated accuracy of +/- 6 seconds.
 EU0082
 EU0082.The orthometric height was determined by differential leveling
 EU0082.and adjusted in June 1991.
 EU0082
 EU0082.The geoid height was determined by GEOID03.
 EU0082
 EU0082.The dynamic height is computed by dividing the NAVD 88
 EU0082.geopotential number by the normal gravity value computed on the
 EU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0082.degrees latitude (g = 980.6199 gals.).
 EU0082
 EU0082.The modeled gravity was interpolated from observed gravity values.
 EU0082.The observed gravity was obtained from relative gravimeter ties
 EU0082.to the IGSN71 gravity network.
 EU0082
 EU0082;                    North         East    Units  Estimated Accuracy
 EU0082;SPC AZ W     -   432,790.      176,370.      MT  (+/- 180 meters Scaled)
 EU0082
 EU0082                          SUPERSEDED SURVEY CONTROL
 EU0082
 EU0082  NGVD 29 (??/??/??)  579.996  (m)         1902.87   (f) ADJUSTED    1 2
 EU0082
 EU0082.Superseded values are not recommended for survey control.
 EU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0082.See file dsdata.txt to determine how the superseded data were derived.
 EU0082
 EU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU599658(NAD 83)
 EU0082_MARKER: DD = SURVEY DISK
 EU0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0082_SP_SET: BRIDGE CURB
 EU0082_STAMPING: 1902.986 1469-2871 1952
 EU0082_MARK LOGO: AZHD  
 EU0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0082
 EU0082  HISTORY     - Date     Condition        Report By
 EU0082  HISTORY     - 1952     MONUMENTED       AZHD
 EU0082  HISTORY     - 1961     GOOD             NGS
 EU0082  HISTORY     - 1981     GOOD             NGS
 EU0082
 EU0082                          STATION DESCRIPTION
 EU0082
 EU0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0082'2.6 MI NE FROM YUCCA.
 EU0082'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0082'THENCE 2.23 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP OF
 EU0082'THE NORTH END OF THE EAST CURB OF A 125 FOOT CONCRETE BRIDGE OVER
 EU0082'ROCK CREEK, 15 FEET EAST OF THE CENTER OF THE HIGHWAY, AND
 EU0082'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0082
 EU0082                          STATION RECOVERY (1981)
 EU0082
 EU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0082'4.3 KM (2.7 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0082'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT A BRIDGE OVER
 EU0082'ROCK CREEK, IN TOP OF THE NORTH END OF THE EAST CURB, 4.6 METERS
 EU0082'(15 FT) EAST OF THE CENTERLINE OF THE EAST BOUND LANES.
 EU0082'THE MARK IS 0.3 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0081 ***********************************************************************
 EU0081  DESIGNATION -  1903.888
 EU0081  PID         -  EU0081
 EU0081  STATE/COUNTY-  AZ/MOHAVE
 EU0081  USGS QUAD   -  YUCCA NW (1970)
 EU0081
 EU0081                         *CURRENT SURVEY CONTROL
 EU0081  ___________________________________________________________________
 EU0081* NAD 83(1986)-  34 53 19.     (N)    114 09 08.     (W)     SCALED    
 EU0081* NAVD 88     -       581.024  (meters)    1906.24   (feet)  ADJUSTED  
 EU0081  ___________________________________________________________________
 EU0081  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 EU0081  DYNAMIC HT  -         580.372 (meters)    1904.10  (feet)  COMP
 EU0081  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0081
 EU0081  VERT ORDER  -  FIRST     CLASS II
 EU0081
 EU0081.The horizontal coordinates were scaled from a topographic map and have
 EU0081.an estimated accuracy of +/- 6 seconds.
 EU0081
 EU0081.The orthometric height was determined by differential leveling
 EU0081.and adjusted in June 1991.
 EU0081
 EU0081.The geoid height was determined by GEOID03.
 EU0081
 EU0081.The dynamic height is computed by dividing the NAVD 88
 EU0081.geopotential number by the normal gravity value computed on the
 EU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0081.degrees latitude (g = 980.6199 gals.).
 EU0081
 EU0081.The modeled gravity was interpolated from observed gravity values.
 EU0081
 EU0081;                    North         East    Units  Estimated Accuracy
 EU0081;SPC AZ W     -   431,310.      176,600.      MT  (+/- 180 meters Scaled)
 EU0081
 EU0081                          SUPERSEDED SURVEY CONTROL
 EU0081
 EU0081  NGVD 29 (??/??/??)  580.293  (m)         1903.84   (f) ADJUSTED    1 2
 EU0081
 EU0081.Superseded values are not recommended for survey control.
 EU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0081.See file dsdata.txt to determine how the superseded data were derived.
 EU0081
 EU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU602643(NAD 83)
 EU0081_MARKER: DD = SURVEY DISK
 EU0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0081_SP_SET: BRIDGE CURB
 EU0081_STAMPING: 1903.888 1418X5138 1952
 EU0081_MARK LOGO: AZHD  
 EU0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0081
 EU0081  HISTORY     - Date     Condition        Report By
 EU0081  HISTORY     - 1952     MONUMENTED       AZHD
 EU0081  HISTORY     - 1961     GOOD             NGS
 EU0081  HISTORY     - 1981     GOOD             NGS
 EU0081
 EU0081                          STATION DESCRIPTION
 EU0081
 EU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0081'1.6 MI N FROM YUCCA.
 EU0081'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0081'YUCCA, THENCE 1.3 MILES NORTH ALONG U.S. HIGHWAY 66, IN THE
 EU0081'U.S. HIGHWAY 66 OVER PASS OVER THE ATCHISON, TOPEKA AND SANTA
 EU0081'FE RAILWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 EU0081'CURBING OF THE 230 FOOT CONCRETE BRIDGE OVER THE ATCHISON, TOPEKA
 EU0081'AND SANTA FE RAILWAY, 15 FEET WEST OF THE CENTER LINE OF U.S.
 EU0081'HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0081
 EU0081                          STATION RECOVERY (1981)
 EU0081
 EU0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0081'2.9 KM (1.8 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0081'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT THE WEST BOUND
 EU0081'TRAFFIC LANES BRIDGE OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 EU0081'IN TOP OF THE NORTHWEST END OF THE SOUTHWEST CURB, 0.1 KM (0.05 MI)
 EU0081'SOUTHEAST OF MILEPOST 27, 4.6 METERS (15 FT) SOUTHWEST OF THE
 EU0081'CENTERLINE OF THE WEST BOUND LANES.
 EU0081'THE MARK IS 0.3 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1112 ***********************************************************************
 DU1112  DESIGNATION -  1909+28
 DU1112  PID         -  DU1112
 DU1112  STATE/COUNTY-  AZ/GRAHAM
 DU1112  USGS QUAD   -  CALVA (1989)
 DU1112
 DU1112                         *CURRENT SURVEY CONTROL
 DU1112  ___________________________________________________________________
 DU1112* NAD 83(1986)-  33 09 44.     (N)    110 07 56.     (W)     SCALED    
 DU1112* NAVD 88     -       789.290  (meters)    2589.53   (feet)  ADJUSTED  
 DU1112  ___________________________________________________________________
 DU1112  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DU1112  DYNAMIC HT  -         788.218 (meters)    2586.01  (feet)  COMP
 DU1112  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 DU1112
 DU1112  VERT ORDER  -  FIRST     CLASS II
 DU1112
 DU1112.The horizontal coordinates were scaled from a topographic map and have
 DU1112.an estimated accuracy of +/- 6 seconds.
 DU1112
 DU1112.The orthometric height was determined by differential leveling
 DU1112.and adjusted in June 1991.
 DU1112
 DU1112.The geoid height was determined by GEOID03.
 DU1112
 DU1112.The dynamic height is computed by dividing the NAVD 88
 DU1112.geopotential number by the normal gravity value computed on the
 DU1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1112.degrees latitude (g = 980.6199 gals.).
 DU1112
 DU1112.The modeled gravity was interpolated from observed gravity values.
 DU1112
 DU1112;                    North         East    Units  Estimated Accuracy
 DU1112;SPC AZ E     -   239,740.      216,570.      MT  (+/- 180 meters Scaled)
 DU1112
 DU1112                          SUPERSEDED SURVEY CONTROL
 DU1112
 DU1112.No superseded survey control is available for this station.
 DU1112
 DU1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB809696(NAD 83)
 DU1112_MARKER: DD = SURVEY DISK
 DU1112_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1112_SP_SET: BRIDGE ABUTMENT
 DU1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1112
 DU1112  HISTORY     - Date     Condition        Report By
 DU1112  HISTORY     - UNK      MONUMENTED       AZHD
 DU1112  HISTORY     - 1979     GOOD             NGS
 DU1112  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 DU1112
 DU1112                          STATION DESCRIPTION
 DU1112
 DU1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1112'5.3 KM NW FROM BYLAS.
 DU1112'5.3 KILOMETERS (3.3 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1112'POST OFFICE IN BYLAS, SET IN THE TOP OF THE CURB AT THE NORTHEAST
 DU1112'END OF THE SOUTHEAST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER THE
 DU1112'GILA RIVER, 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 DU1112'HIGHWAY AND 2.6 METERS (8.5 FEET) NORTHWEST OF THE SOUTHEAST END OF
 DU1112'THE CURB.
 DU1112'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1112
 DU1112                          STATION RECOVERY (2008)
 DU1112
 DU1112'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1112'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1112'MARK. AN ADDITIONAL CONCRETE MASS HAS BEEN POURED AT THE DESCRIBED
 DU1112'LOCATION, APPARENTLY COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0165 ***********************************************************************
 GQ0165  DESIGNATION -  191
 GQ0165  PID         -  GQ0165
 GQ0165  STATE/COUNTY-  AZ/MOHAVE
 GQ0165  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0165
 GQ0165                         *CURRENT SURVEY CONTROL
 GQ0165  ___________________________________________________________________
 GQ0165* NAD 83(1986)-  36 54 28.     (N)    113 53 53.     (W)     SCALED    
 GQ0165* NAVD 88     -       584.885  (meters)    1918.91   (feet)  POSTED    
 GQ0165  ___________________________________________________________________
 GQ0165  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 GQ0165  DYNAMIC HT  -         584.300 (meters)    1916.99  (feet)  COMP
 GQ0165  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 GQ0165
 GQ0165  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0165
 GQ0165.The horizontal coordinates were scaled from a topographic map and have
 GQ0165.an estimated accuracy of +/- 6 seconds.
 GQ0165
 GQ0165.The orthometric height was determined by differential leveling
 GQ0165.and adjusted by the  in 1992.
 GQ0165.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0165.rate of 1.1 thru 2.0 mm/km.
 GQ0165
 GQ0165.The geoid height was determined by GEOID03.
 GQ0165
 GQ0165.The dynamic height is computed by dividing the NAVD 88
 GQ0165.geopotential number by the normal gravity value computed on the
 GQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0165.degrees latitude (g = 980.6199 gals.).
 GQ0165
 GQ0165.The modeled gravity was interpolated from observed gravity values.
 GQ0165
 GQ0165;                    North         East    Units  Estimated Accuracy
 GQ0165;SPC AZ W     -   655,270.      200,170.      MT  (+/- 180 meters Scaled)
 GQ0165
 GQ0165                          SUPERSEDED SURVEY CONTROL
 GQ0165
 GQ0165  NGVD 29 (??/??/92)  584.125  (m)         1916.42   (f) ADJ UNCH    2 0
 GQ0165
 GQ0165.Superseded values are not recommended for survey control.
 GQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0165.See file dsdata.txt to determine how the superseded data were derived.
 GQ0165
 GQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF418885(NAD 83)
 GQ0165_MARKER: P = PIPE CAP
 GQ0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0165_STAMPING: T41N R15W S33 S34 T40N 1912
 GQ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0165
 GQ0165  HISTORY     - Date     Condition        Report By
 GQ0165  HISTORY     - 1912     MONUMENTED       USGS
 GQ0165  HISTORY     - 1960     GOOD             NGS
 GQ0165  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0165
 GQ0165                          STATION DESCRIPTION
 GQ0165
 GQ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0165'2.5 MI NE FROM LITTLEFIELD.
 GQ0165'0.2 MILES NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, TO
 GQ0165'TRAIL ROAD LEADING NORTHEAST, THENCE 2.3 MILES NORTHEAST ON TRAIL ROAD
 GQ0165'THAT CROSSES THE VIRGIN RIVER TO THE MARK, ABOUT 510 FEET SOUTH OF THE
 GQ0165'TRAIL ROAD, 2 FEET SOUTH OF A LONE WOODEN FENCE POST, THE MARK IS A
 GQ0165'BRONZE CAP RIVETED TO A 3-INCH PIPE PROJECTING 8 INCHES.
 GQ0165
 GQ0165                          STATION RECOVERY (1982)
 GQ0165
 GQ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0520 ***********************************************************************
 GQ0520  DESIGNATION -  191 DOR
 GQ0520  PID         -  GQ0520
 GQ0520  STATE/COUNTY-  AZ/MOHAVE
 GQ0520  USGS QUAD   -  GYP HILLS (1971)
 GQ0520
 GQ0520                         *CURRENT SURVEY CONTROL
 GQ0520  ___________________________________________________________________
 GQ0520* NAD 83(1986)-  36 16 20.     (N)    113 53 23.     (W)     SCALED    
 GQ0520* NAVD 88     -       637.287  (meters)    2090.83   (feet)  POSTED    
 GQ0520  ___________________________________________________________________
 GQ0520  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 GQ0520  DYNAMIC HT  -         636.620 (meters)    2088.64  (feet)  COMP
 GQ0520  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 GQ0520
 GQ0520  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0520
 GQ0520.The horizontal coordinates were scaled from a topographic map and have
 GQ0520.an estimated accuracy of +/- 6 seconds.
 GQ0520
 GQ0520.The orthometric height was determined by differential leveling
 GQ0520.and adjusted by the  in 1992.
 GQ0520.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0520.rate of 0.0 thru 1.0 mm/km.
 GQ0520
 GQ0520.The geoid height was determined by GEOID03.
 GQ0520
 GQ0520.The dynamic height is computed by dividing the NAVD 88
 GQ0520.geopotential number by the normal gravity value computed on the
 GQ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0520.degrees latitude (g = 980.6199 gals.).
 GQ0520
 GQ0520.The modeled gravity was interpolated from observed gravity values.
 GQ0520
 GQ0520;                    North         East    Units  Estimated Accuracy
 GQ0520;SPC AZ W     -   584,750.      200,810.      MT  (+/- 180 meters Scaled)
 GQ0520
 GQ0520                          SUPERSEDED SURVEY CONTROL
 GQ0520
 GQ0520  NGVD 29 (??/??/92)  636.58   (m)         2088.5    (f) COMPUTED    3 0
 GQ0520
 GQ0520.Superseded values are not recommended for survey control.
 GQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0520.See file dsdata.txt to determine how the superseded data were derived.
 GQ0520
 GQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF404180(NAD 83)
 GQ0520_MARKER: DB = BENCH MARK DISK
 GQ0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0520_SP_SET: COPPER-CLAD STEEL ROD
 GQ0520_STAMPING: 191 DOR 1970 2088
 GQ0520_MARK LOGO: USGS  
 GQ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0520
 GQ0520  HISTORY     - Date     Condition        Report By
 GQ0520  HISTORY     - 1970     MONUMENTED       USGS
 GQ0520
 GQ0520                          STATION DESCRIPTION
 GQ0520
 GQ0520'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0520'154.0 KM (95.70 MI) SSW FROM ST GEORGE UT.
 GQ0520'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0520'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0520'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0520'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0520'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0520'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO
 GQ0520'MESQUITE, THENCE 8.8 MILES WEST, 35 FEET NORTHWEST OF THE ROAD.  ROD
 GQ0520'DEPTH UNKNOWN.
 GQ0520'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0520'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0052 ***********************************************************************
 DU0052  DESIGNATION -  191+30
 DU0052  PID         -  DU0052
 DU0052  STATE/COUNTY-  AZ/GILA
 DU0052  USGS QUAD   -  CARRIZO (1978)
 DU0052
 DU0052                         *CURRENT SURVEY CONTROL
 DU0052  ___________________________________________________________________
 DU0052* NAD 83(1986)-  33 57 27.     (N)    110 19 51.     (W)     SCALED    
 DU0052* NAVD 88     -      1624.671  (meters)    5330.27   (feet)  ADJUSTED  
 DU0052  ___________________________________________________________________
 DU0052  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DU0052  DYNAMIC HT  -        1622.342 (meters)    5322.63  (feet)  COMP
 DU0052  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 DU0052
 DU0052  VERT ORDER  -  FIRST     CLASS II
 DU0052
 DU0052.The horizontal coordinates were scaled from a topographic map and have
 DU0052.an estimated accuracy of +/- 6 seconds.
 DU0052
 DU0052.The orthometric height was determined by differential leveling
 DU0052.and adjusted in June 1991.
 DU0052
 DU0052.The geoid height was determined by GEOID03.
 DU0052
 DU0052.The dynamic height is computed by dividing the NAVD 88
 DU0052.geopotential number by the normal gravity value computed on the
 DU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0052.degrees latitude (g = 980.6199 gals.).
 DU0052
 DU0052.The modeled gravity was interpolated from observed gravity values.
 DU0052
 DU0052;                    North         East    Units  Estimated Accuracy
 DU0052;SPC AZ E     -   327,950.      198,190.      MT  (+/- 180 meters Scaled)
 DU0052
 DU0052                          SUPERSEDED SURVEY CONTROL
 DU0052
 DU0052  NGVD 29 (??/??/92) 1623.902  (m)         5327.75   (f) ADJ UNCH    1 2
 DU0052
 DU0052.Superseded values are not recommended for survey control.
 DU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0052.See file dsdata.txt to determine how the superseded data were derived.
 DU0052
 DU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC618576(NAD 83)
 DU0052_MARKER: DD = SURVEY DISK
 DU0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0052_SP_SET: CULVERT
 DU0052_STAMPING: 191+30 5802 60 32 KSM 1947
 DU0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0052
 DU0052  HISTORY     - Date     Condition        Report By
 DU0052  HISTORY     - 1947     MONUMENTED       AZHD
 DU0052  HISTORY     - 1960     GOOD             NGS
 DU0052  HISTORY     - 1967     GOOD             DOD
 DU0052  HISTORY     - 1979     GOOD             NGS
 DU0052
 DU0052                          STATION DESCRIPTION
 DU0052
 DU0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0052'30.6 MI SW FROM SHOW LOW.
 DU0052'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0052'SHOW LOW, THENCE 30.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0052'HIGHWAY 77, ABOUT 0.05 MILE NORTH OF THE JUNCTION OF CIBECUE ROAD, IN
 DU0052'THE CENTER OF THE TOP OF A CONCRETE HEADWALL OF A 30-INCH CULVERT
 DU0052'UNDER AN OLD PORTION OF THE HIGHWAY, 51 1/2 WEST OF THE CENTER LINE OF
 DU0052'THE PRESENT HIGHWAY, 48 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE
 DU0052'HIGHWAY.
 DU0052
 DU0052                          STATION RECOVERY (1967)
 DU0052
 DU0052'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DU0052'RECOVERED IN GOOD CONDITION.
 DU0052
 DU0052                          STATION RECOVERY (1979)
 DU0052
 DU0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0052'ADD=0.2 MILE SOUTHWEST OF MILE POST 312.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0327 ***********************************************************************
 DA0327  DESIGNATION -  191+75
 DA0327  PID         -  DA0327
 DA0327  STATE/COUNTY-  AZ/PIMA
 DA0327  USGS QUAD   -  AJO SOUTH (1990)
 DA0327
 DA0327                         *CURRENT SURVEY CONTROL
 DA0327  ___________________________________________________________________
 DA0327* NAD 83(1986)-  32 20 50.     (N)    112 48 46.     (W)     SCALED    
 DA0327* NAVD 88     -       512.341  (meters)    1680.91   (feet)  ADJUSTED  
 DA0327  ___________________________________________________________________
 DA0327  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0327  DYNAMIC HT  -         511.683 (meters)    1678.75  (feet)  COMP
 DA0327  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 DA0327
 DA0327  VERT ORDER  -  FIRST     CLASS II
 DA0327
 DA0327.The horizontal coordinates were scaled from a topographic map and have
 DA0327.an estimated accuracy of +/- 6 seconds.
 DA0327
 DA0327.The orthometric height was determined by differential leveling
 DA0327.and adjusted in June 1991.
 DA0327
 DA0327.The geoid height was determined by GEOID03.
 DA0327
 DA0327.The dynamic height is computed by dividing the NAVD 88
 DA0327.geopotential number by the normal gravity value computed on the
 DA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0327.degrees latitude (g = 980.6199 gals.).
 DA0327
 DA0327.The modeled gravity was interpolated from observed gravity values.
 DA0327
 DA0327;                    North         East    Units  Estimated Accuracy
 DA0327;SPC AZ C     -   149,720.      129,010.      MT  (+/- 180 meters Scaled)
 DA0327
 DA0327                          SUPERSEDED SURVEY CONTROL
 DA0327
 DA0327  NGVD 29 (??/??/92)  511.642  (m)         1678.61   (f) ADJ UNCH    1 2
 DA0327
 DA0327.Superseded values are not recommended for survey control.
 DA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0327.See file dsdata.txt to determine how the superseded data were derived.
 DA0327
 DA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA294803(NAD 83)
 DA0327_MARKER: DB = BENCH MARK DISK
 DA0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0327_SP_SET: CULVERT
 DA0327_STAMPING: 1678.80 191+75 1939
 DA0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0327+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0327
 DA0327  HISTORY     - Date     Condition        Report By
 DA0327  HISTORY     - 1939     MONUMENTED       AZHD
 DA0327  HISTORY     - 1953     GOOD             NGS
 DA0327  HISTORY     - 1981     GOOD             NGS
 DA0327  HISTORY     - 20060218 GOOD             USPSQD
 DA0327
 DA0327                          STATION DESCRIPTION
 DA0327
 DA0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0327'3.65 MI SE FROM AJO.
 DA0327'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0327'FROM THE STATION AT AJO, THENCE 3.5 MILES SOUTHEAST ALONG STATE
 DA0327'HIGHWAY 86, AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTH, AT A
 DA0327'DOUBLE CONCRETE BOX CULVERT, IN THE TOP OF THE CENTER OF THE SOUTHWEST
 DA0327'CONCRETE HEAD WALL, 78 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 DA0327'14.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7.0 FEET
 DA0327'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT LEVEL WITH
 DA0327'THE HIGHWAY.
 DA0327
 DA0327                          STATION RECOVERY (1981)
 DA0327
 DA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0327'RECOVERED IN GOOD CONDITION.
 DA0327
 DA0327                          STATION RECOVERY (2006)
 DA0327
 DA0327'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0327'RECOVERED AS DESCRIBED. HIGHWAY IS NOW 85.  NOT 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2355 ***********************************************************************
 DU2355  DESIGNATION -  191+81.80
 DU2355  PID         -  DU2355
 DU2355  STATE/COUNTY-  AZ/PINAL
 DU2355  USGS QUAD   -  GILA BUTTE (1981)
 DU2355
 DU2355                         *CURRENT SURVEY CONTROL
 DU2355  ___________________________________________________________________
 DU2355* NAD 83(1986)-  33 10 07.     (N)    111 50 27.     (W)     SCALED    
 DU2355* NAVD 88     -       372.438  (meters)    1221.91   (feet)  ADJUSTED  
 DU2355  ___________________________________________________________________
 DU2355  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DU2355  DYNAMIC HT  -         371.998 (meters)    1220.46  (feet)  COMP
 DU2355  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 DU2355
 DU2355  VERT ORDER  -  FIRST     CLASS II
 DU2355
 DU2355.The horizontal coordinates were scaled from a topographic map and have
 DU2355.an estimated accuracy of +/- 6 seconds.
 DU2355
 DU2355.The orthometric height was determined by differential leveling
 DU2355.and adjusted in August 1994.
 DU2355
 DU2355.The geoid height was determined by GEOID03.
 DU2355
 DU2355.The dynamic height is computed by dividing the NAVD 88
 DU2355.geopotential number by the normal gravity value computed on the
 DU2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2355.degrees latitude (g = 980.6199 gals.).
 DU2355
 DU2355.The modeled gravity was interpolated from observed gravity values.
 DU2355
 DU2355;                    North         East    Units  Estimated Accuracy
 DU2355;SPC AZ C     -   240,450.      220,430.      MT  (+/- 180 meters Scaled)
 DU2355
 DU2355                          SUPERSEDED SURVEY CONTROL
 DU2355
 DU2355.No superseded survey control is available for this station.
 DU2355
 DU2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216702(NAD 83)
 DU2355_MARKER: DD = SURVEY DISK
 DU2355_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2355_SP_SET: ABUTMENT
 DU2355_STAMPING: 191+81.80 1980 ELEV. 1219.95
 DU2355_MARK LOGO: AZDT  
 DU2355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2355+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2355
 DU2355  HISTORY     - Date     Condition        Report By
 DU2355  HISTORY     - 1980     MONUMENTED       AZDT
 DU2355  HISTORY     - 19940425 GOOD             NGS
 DU2355  HISTORY     - 20060912 GOOD             GEOCAC
 DU2355
 DU2355                          STATION DESCRIPTION
 DU2355
 DU2355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2355'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2355'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 4.0 KM
 DU2355'(2.50 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 0.2 M
 DU2355'(0.7 FT) SOUTH OF THE NORTH END OF THE NORTHEAST CONCRETE ABUTMENT
 DU2355'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING A FLOOD CONTROL CANAL, 7.2 M
 DU2355'(23.6 FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE
 DU2355'THE LEVEL OF THE HIGHWAY.
 DU2355
 DU2355                          STATION RECOVERY (2006)
 DU2355
 DU2355'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0089 ***********************************************************************
 FS0089  DESIGNATION -  1919.15
 FS0089  PID         -  FS0089
 FS0089  STATE/COUNTY-  AZ/MOHAVE
 FS0089  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0089
 FS0089                         *CURRENT SURVEY CONTROL
 FS0089  ___________________________________________________________________
 FS0089* NAD 83(1986)-  35 51 48.     (N)    114 36 08.     (W)     SCALED    
 FS0089* NAVD 88     -       585.007  (meters)    1919.31   (feet)  POSTED    
 FS0089  ___________________________________________________________________
 FS0089  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0089  DYNAMIC HT  -         584.410 (meters)    1917.35  (feet)  COMP
 FS0089  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 FS0089
 FS0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0089
 FS0089.The horizontal coordinates were scaled from a topographic map and have
 FS0089.an estimated accuracy of +/- 6 seconds.
 FS0089
 FS0089.The orthometric height was determined by differential leveling
 FS0089.and adjusted by the  in 1992.
 FS0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0089.rate of 0.0 thru 1.0 mm/km.
 FS0089
 FS0089.The geoid height was determined by GEOID03.
 FS0089
 FS0089.The dynamic height is computed by dividing the NAVD 88
 FS0089.geopotential number by the normal gravity value computed on the
 FS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0089.degrees latitude (g = 980.6199 gals.).
 FS0089
 FS0089.The modeled gravity was interpolated from observed gravity values.
 FS0089
 FS0089;                    North         East    Units  Estimated Accuracy
 FS0089;SPC AZ W     -   539,700.      136,390.      MT  (+/- 180 meters Scaled)
 FS0089
 FS0089                          SUPERSEDED SURVEY CONTROL
 FS0089
 FS0089  NGVD 29 (??/??/92)  584.304  (m)         1917.00   (f) ADJ UNCH    1 1
 FS0089
 FS0089.Superseded values are not recommended for survey control.
 FS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0089.See file dsdata.txt to determine how the superseded data were derived.
 FS0089
 FS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV164714(NAD 83)
 FS0089_MARKER: DD = SURVEY DISK
 FS0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0089_SP_SET: CULVERT
 FS0089_STAMPING: 1919.15
 FS0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0089
 FS0089  HISTORY     - Date     Condition        Report By
 FS0089  HISTORY     - UNK      MONUMENTED       BPR
 FS0089  HISTORY     - 1950     GOOD             NGS
 FS0089  HISTORY     - 1963     GOOD             NGS
 FS0089  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0089  HISTORY     - 19870520 MARK NOT FOUND   USPSQD
 FS0089
 FS0089                          STATION DESCRIPTION
 FS0089
 FS0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0089'14.9 MI SE FROM HOOVER DAM.
 FS0089'14.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0089'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTHWEST OF MILEPOST 15,
 FS0089'0.1 MILE SOUTHEAST OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 FS0089'SOUTHWEST TO WILLOW BEACH, AT A 24-INCH CORRUGATED METAL PIPE
 FS0089'CULVERT, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 FS0089'WALL, 12.9 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 FS0089'ABOUT LEVEL WITH THE HIGHWAY.
 FS0089
 FS0089                          STATION RECOVERY (1963)
 FS0089
 FS0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0089'RECOVERED IN GOOD CONDITION.
 FS0089
 FS0089                          STATION RECOVERY (1981)
 FS0089
 FS0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0089'NOT RECOVERED.
 FS0089
 FS0089                          STATION RECOVERY (1987)
 FS0089
 FS0089'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0521 ***********************************************************************
 GQ0521  DESIGNATION -  192 DOR
 GQ0521  PID         -  GQ0521
 GQ0521  STATE/COUNTY-  AZ/MOHAVE
 GQ0521  USGS QUAD   -  GYP HILLS (1971)
 GQ0521
 GQ0521                         *CURRENT SURVEY CONTROL
 GQ0521  ___________________________________________________________________
 GQ0521* NAD 83(1986)-  36 16 38.     (N)    113 54 21.     (W)     SCALED    
 GQ0521* NAVD 88     -       592.828  (meters)    1944.97   (feet)  POSTED    
 GQ0521  ___________________________________________________________________
 GQ0521  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 GQ0521  DYNAMIC HT  -         592.210 (meters)    1942.94  (feet)  COMP
 GQ0521  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 GQ0521
 GQ0521  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0521
 GQ0521.The horizontal coordinates were scaled from a topographic map and have
 GQ0521.an estimated accuracy of +/- 6 seconds.
 GQ0521
 GQ0521.The orthometric height was determined by differential leveling
 GQ0521.and adjusted by the  in 1992.
 GQ0521.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0521.rate of 0.0 thru 1.0 mm/km.
 GQ0521
 GQ0521.The geoid height was determined by GEOID03.
 GQ0521
 GQ0521.The dynamic height is computed by dividing the NAVD 88
 GQ0521.geopotential number by the normal gravity value computed on the
 GQ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0521.degrees latitude (g = 980.6199 gals.).
 GQ0521
 GQ0521.The modeled gravity was interpolated from observed gravity values.
 GQ0521
 GQ0521;                    North         East    Units  Estimated Accuracy
 GQ0521;SPC AZ W     -   585,300.      199,360.      MT  (+/- 180 meters Scaled)
 GQ0521
 GQ0521                          SUPERSEDED SURVEY CONTROL
 GQ0521
 GQ0521  NGVD 29 (??/??/92)  592.13   (m)         1942.7    (f) COMPUTED    3 0
 GQ0521
 GQ0521.Superseded values are not recommended for survey control.
 GQ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0521.See file dsdata.txt to determine how the superseded data were derived.
 GQ0521
 GQ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF389186(NAD 83)
 GQ0521_MARKER: DB = BENCH MARK DISK
 GQ0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0521_SP_SET: COPPER-CLAD STEEL ROD
 GQ0521_STAMPING: 192 DOR 1970 1943
 GQ0521_MARK LOGO: USGS  
 GQ0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0521
 GQ0521  HISTORY     - Date     Condition        Report By
 GQ0521  HISTORY     - 1970     MONUMENTED       USGS
 GQ0521
 GQ0521                          STATION DESCRIPTION
 GQ0521
 GQ0521'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0521'155.8 KM (96.80 MI) SSW FROM ST GEORGE UT.
 GQ0521'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0521'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0521'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0521'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 25.9 MILES SOUTHWEST TO
 GQ0521'PIGEON CANYON ROAD, THENCE 10.5 MILES SOUTHWEST TO SAVANIC MINE ROAD,
 GQ0521'THENCE 4.3 MILES SOUTH AND SOUTHWEST TO A ROAD LEADING WEST TO THENCE
 GQ0521'9.9 MILES WEST, 0.2 MILES NORTH OF USCGS BM T 54 1934, 0.1 MILE EAST
 GQ0521'OF THE OLD PIERCE FERRY ROAD AT A POINT WHERE IT DESCENDS THROUGH A
 GQ0521'NARROW CUT AND ENTERS A LARGE DRY WASH, 0.05 MILES SOUTHEAST OF
 GQ0521'PIGEON WASH, 45 FEET NORTH-NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN.
 GQ0521'THE MARK IS 2 FT  S FROM  A WITNESS POST
 GQ0521'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0361 ***********************************************************************
 DA0361  DESIGNATION -  1921.19
 DA0361  PID         -  DA0361
 DA0361  STATE/COUNTY-  AZ/PIMA
 DA0361  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0361
 DA0361                         *CURRENT SURVEY CONTROL
 DA0361  ___________________________________________________________________
 DA0361* NAD 83(1986)-  32 06 08.     (N)    112 46 18.     (W)     SCALED    
 DA0361* NAVD 88     -       585.841  (meters)    1922.05   (feet)  ADJUSTED  
 DA0361  ___________________________________________________________________
 DA0361  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0361  DYNAMIC HT  -         585.072 (meters)    1919.52  (feet)  COMP
 DA0361  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 DA0361
 DA0361  VERT ORDER  -  FIRST     CLASS II
 DA0361
 DA0361.The horizontal coordinates were scaled from a topographic map and have
 DA0361.an estimated accuracy of +/- 6 seconds.
 DA0361
 DA0361.The orthometric height was determined by differential leveling
 DA0361.and adjusted in June 1991.
 DA0361
 DA0361.The geoid height was determined by GEOID03.
 DA0361
 DA0361.The dynamic height is computed by dividing the NAVD 88
 DA0361.geopotential number by the normal gravity value computed on the
 DA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0361.degrees latitude (g = 980.6199 gals.).
 DA0361
 DA0361.The modeled gravity was interpolated from observed gravity values.
 DA0361
 DA0361;                    North         East    Units  Estimated Accuracy
 DA0361;SPC AZ C     -   122,520.      132,670.      MT  (+/- 180 meters Scaled)
 DA0361
 DA0361                          SUPERSEDED SURVEY CONTROL
 DA0361
 DA0361  NGVD 29 (??/??/92)  585.092  (m)         1919.59   (f) ADJ UNCH    1 2
 DA0361
 DA0361.Superseded values are not recommended for survey control.
 DA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0361.See file dsdata.txt to determine how the superseded data were derived.
 DA0361
 DA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA328531(NAD 83)
 DA0361_MARKER: DD = SURVEY DISK
 DA0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0361_STAMPING: 838 5852 B 1 A 838 5838 A 1921.19
 DA0361_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0361+STABILITY: SURFACE MOTION
 DA0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0361+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA0361
 DA0361  HISTORY     - Date     Condition        Report By
 DA0361  HISTORY     - UNK      MONUMENTED       USDA
 DA0361  HISTORY     - 1953     GOOD             NGS
 DA0361  HISTORY     - 1981     GOOD             NGS
 DA0361  HISTORY     - 20061112 GOOD             USPSQD
 DA0361
 DA0361                          STATION DESCRIPTION
 DA0361
 DA0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0361'22.7 MI SE FROM AJO.
 DA0361'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0361'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0361'HIGHWAY 86, THENCE 11.8 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 48
 DA0361'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32.8 FEET NORTHWEST
 DA0361'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A CONCRETE CULVERT,
 DA0361'2.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 DA0361'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DA0361'GROUND.
 DA0361
 DA0361                          STATION RECOVERY (1981)
 DA0361
 DA0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0361'18.75 KM (11.65 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA0361'OF STATE HIGHWAY 86 IN WHY, 0.7 KM (0.45 MI) NORTHEAST OF HIGHWAY
 DA0361'MILEPOST 65, 14.8 M (48.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA0361'HIGHWAY, 10.1 M (32.8 FT) NORTHWEST OF THE NORTHEAST END OF A CONCRETE
 DA0361'HEADWALL FOR A CULVERT UNDER THE HIGHWAY.
 DA0361'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA0361'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0361
 DA0361                          STATION RECOVERY (2006)
 DA0361
 DA0361'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0484 ***********************************************************************
 DU0484  DESIGNATION -  1923
 DU0484  PID         -  DU0484
 DU0484  STATE/COUNTY-  AZ/PINAL
 DU0484  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0484
 DU0484                         *CURRENT SURVEY CONTROL
 DU0484  ___________________________________________________________________
 DU0484* NAD 83(1986)-  33 18 00.     (N)    111 21 35.     (W)     SCALED    
 DU0484* NAVD 88     -       586.63   (+/-2cm)    1924.6    (feet)  VERTCON   
 DU0484  ___________________________________________________________________
 DU0484  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0484
 DU0484.The horizontal coordinates were scaled from a topographic map and have
 DU0484.an estimated accuracy of +/- 6 seconds.
 DU0484
 DU0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0484.The vertical order pertains to the NGVD 29 superseded value.
 DU0484
 DU0484.The geoid height was determined by GEOID03.
 DU0484
 DU0484;                    North         East    Units  Estimated Accuracy
 DU0484;SPC AZ C     -   255,160.      265,230.      MT  (+/- 180 meters Scaled)
 DU0484
 DU0484                          SUPERSEDED SURVEY CONTROL
 DU0484
 DU0484  NGVD 29 (??/??/92)  586.087  (m)         1922.85   (f) ADJ UNCH    2 0
 DU0484
 DU0484.Superseded values are not recommended for survey control.
 DU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0484.See file dsdata.txt to determine how the superseded data were derived.
 DU0484
 DU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB665846(NAD 83)
 DU0484_MARKER: P = PIPE CAP
 DU0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0484_STAMPING: 1923 PHNX
 DU0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0484+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU0484
 DU0484  HISTORY     - Date     Condition        Report By
 DU0484  HISTORY     - UNK      MONUMENTED       USGS
 DU0484  HISTORY     - 1935     GOOD             NGS
 DU0484  HISTORY     - 20070505 GOOD             GEOCAC
 DU0484  HISTORY     - 20081212 GOOD             GEOCAC
 DU0484
 DU0484                          STATION DESCRIPTION
 DU0484
 DU0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0484'4.3 MI NW FROM FLORENCE JUNCTION.
 DU0484'4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.9
 DU0484'MILE SOUTHEAST OF THE SAND TANKS SERVICE STATION IN 1935, 400 FEET
 DU0484'WEST OF A LONE KNOLL ABOUT 50 FEET HIGH, 180 FEET SOUTH OF THE
 DU0484'CENTERLINE OF THE HIGHWAY, AND 12 FEET NORTH OF AN OLD ROAD.  A UNITED
 DU0484'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1923 PHNX AND RIVETED
 DU0484'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 DU0484
 DU0484                          STATION RECOVERY (2007)
 DU0484
 DU0484'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0484'RECOVERED IN GOOD CONDITION.
 DU0484
 DU0484                          STATION RECOVERY (2008)
 DU0484
 DU0484'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0484'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0484'THE DESCRIPTION - THE MARK IS LOCATED 2.0 FEET WEST OF A WITNESS POST.
 DU0484'HANDHELD COORDINATES
 DU0484'33 17 57.9 (N)   111 21 37.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0362 ***********************************************************************
 DA0362  DESIGNATION -  1924.27
 DA0362  PID         -  DA0362
 DA0362  STATE/COUNTY-  AZ/PIMA
 DA0362  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0362
 DA0362                         *CURRENT SURVEY CONTROL
 DA0362  ___________________________________________________________________
 DA0362* NAD 83(1986)-  32 06 07.     (N)    112 46 14.     (W)     SCALED    
 DA0362* NAVD 88     -       586.78   (+/-2cm)    1925.1    (feet)  VERTCON   
 DA0362  ___________________________________________________________________
 DA0362  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0362  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0362
 DA0362.The horizontal coordinates were scaled from a topographic map and have
 DA0362.an estimated accuracy of +/- 6 seconds.
 DA0362
 DA0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0362.The vertical order pertains to the NGVD 29 superseded value.
 DA0362
 DA0362.The geoid height was determined by GEOID03.
 DA0362
 DA0362;                    North         East    Units  Estimated Accuracy
 DA0362;SPC AZ C     -   122,490.      132,770.      MT  (+/- 180 meters Scaled)
 DA0362
 DA0362                          SUPERSEDED SURVEY CONTROL
 DA0362
 DA0362  NGVD 29 (??/??/92)  586.033  (m)         1922.68   (f) ADJ UNCH    1 2
 DA0362
 DA0362.Superseded values are not recommended for survey control.
 DA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0362.See file dsdata.txt to determine how the superseded data were derived.
 DA0362
 DA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA329531(NAD 83)
 DA0362_MARKER: DD = SURVEY DISK
 DA0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0362_STAMPING: 838 5852 B 1A 838 5838 A 1924.27
 DA0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0362+STABILITY: SURFACE MOTION
 DA0362
 DA0362  HISTORY     - Date     Condition        Report By
 DA0362  HISTORY     - UNK      MONUMENTED       USDA
 DA0362  HISTORY     - 1953     GOOD             NGS
 DA0362  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA0362  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0362
 DA0362                          STATION DESCRIPTION
 DA0362
 DA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0362'22.7 MI SE FROM AJO.
 DA0362'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0362'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0362'HIGHWAY 876, THENCE 11.8 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 51
 DA0362'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35.0 FEET NORTHEAST OF
 DA0362'THE SOUTHEAST END OF THE EAST CONCRETE HEAD WALL OF A CULVERT, 1.0
 DA0362'FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 DA0362'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0362
 DA0362                          STATION RECOVERY (1981)
 DA0362
 DA0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0362'SEARCHED FOR BUT NOT RECOVERED, THE REMAINS OF A CONCRETE POST WERE
 DA0362'FOUND IN THE AREA DESCRIBED, MARK BELIEVED DESTROYED.
 DA0362
 DA0362                          STATION RECOVERY (1988)
 DA0362
 DA0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0571 ***********************************************************************
 DU0571  DESIGNATION -  1934
 DU0571  PID         -  DU0571
 DU0571  STATE/COUNTY-  AZ/PINAL
 DU0571  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0571
 DU0571                         *CURRENT SURVEY CONTROL
 DU0571  ___________________________________________________________________
 DU0571* NAD 83(1986)-  33 26 44.     (N)    111 30 17.     (W)     SCALED    
 DU0571* NAVD 88     -       590.020  (meters)    1935.76   (feet)  ADJUSTED  
 DU0571  ___________________________________________________________________
 DU0571  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DU0571  DYNAMIC HT  -         589.292 (meters)    1933.37  (feet)  COMP
 DU0571  MODELED GRAV-     979,384.9   (mgal)                       NAVD 88
 DU0571
 DU0571  VERT ORDER  -  FIRST     CLASS II
 DU0571
 DU0571.The horizontal coordinates were scaled from a topographic map and have
 DU0571.an estimated accuracy of +/- 6 seconds.
 DU0571
 DU0571.The orthometric height was determined by differential leveling
 DU0571.and adjusted in June 1991.
 DU0571
 DU0571.The geoid height was determined by GEOID03.
 DU0571
 DU0571.The dynamic height is computed by dividing the NAVD 88
 DU0571.geopotential number by the normal gravity value computed on the
 DU0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0571.degrees latitude (g = 980.6199 gals.).
 DU0571
 DU0571.The modeled gravity was interpolated from observed gravity values.
 DU0571
 DU0571;                    North         East    Units  Estimated Accuracy
 DU0571;SPC AZ C     -   271,240.      251,660.      MT  (+/- 180 meters Scaled)
 DU0571
 DU0571                          SUPERSEDED SURVEY CONTROL
 DU0571
 DU0571  NGVD 29 (??/??/92)  589.419  (m)         1933.79   (f) ADJ UNCH    1 2
 DU0571
 DU0571.Superseded values are not recommended for survey control.
 DU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0571.See file dsdata.txt to determine how the superseded data were derived.
 DU0571
 DU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC530007(NAD 83)
 DU0571_MARKER: P = PIPE CAP
 DU0571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0571_STAMPING: 1934 PHNX
 DU0571_PROJECTION: PROJECTING 36 CENTIMETERS
 DU0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0571+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DU0571
 DU0571  HISTORY     - Date     Condition        Report By
 DU0571  HISTORY     - 1934     MONUMENTED       USGS
 DU0571  HISTORY     - 1948     GOOD             NGS
 DU0571  HISTORY     - 1980     GOOD             NGS
 DU0571  HISTORY     - 20040313 GOOD             USPSQD
 DU0571  HISTORY     - 20070512 GOOD             GEOCAC
 DU0571
 DU0571                          STATION DESCRIPTION
 DU0571
 DU0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0571'3.3 MI NE FROM APACHE JUNCTION.
 DU0571'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY NO. 86 FROM APACHE
 DU0571'JUNCTION, AT A FORK OF A Y JUNCTION, 78.0 FEET SOUTHEAST OF THE CENTER
 DU0571'LINE OF THE HIGHWAY, 57.0 FEET NORTHWEST OF THE CENTER LINE OF A DIM
 DU0571'DIRT ROAD LEADING SOUTHWEST, 2.6 FEET SOUTHWEST OF A WHITE WOODEN
 DU0571'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 DU0571'14 INCHES.
 DU0571
 DU0571                          STATION RECOVERY (1980)
 DU0571
 DU0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0571'5.3 KM (3.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0571'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, 0.55 KM (0.35 MI) EAST OF
 DU0571'HIGHWAY MILEPOST 199, 0.1 KM (0.05 MI) SOUTHWEST OF THE CENTER
 DU0571'TRIANGLE BETWEEN THE FORKS OF A DIRT ROAD LEADING EAST, SET AT THE
 DU0571'THIRD POWER POLE NORTHEAST OF THE EAST ONE OF TWO HIGH-TENSION POWER
 DU0571'LINE CROSSINGS, 23.8 METERS (78.0 FT) SOUTH-SOUTHEAST OF THE
 DU0571'CENTERLINE OF THE HIGHWAY, 11.6 METERS (38.0 FT) SOUTH OF A POWER
 DU0571'POLE WITH TWO GUY WIRES.
 DU0571'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DU0571'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU0571
 DU0571                          STATION RECOVERY (2004)
 DU0571
 DU0571'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DU0571'RECOVERED AS DESCRIBED, POWER POLES REMOVED
 DU0571
 DU0571                          STATION RECOVERY (2007)
 DU0571
 DU0571'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0063 ***********************************************************************
 FS0063  DESIGNATION -  1934.35
 FS0063  PID         -  FS0063
 FS0063  STATE/COUNTY-  AZ/MOHAVE
 FS0063  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0063
 FS0063                         *CURRENT SURVEY CONTROL
 FS0063  ___________________________________________________________________
 FS0063* NAD 83(1986)-  35 58 04.     (N)    114 40 33.     (W)     SCALED    
 FS0063* NAVD 88     -       589.580  (meters)    1934.31   (feet)  POSTED    
 FS0063  ___________________________________________________________________
 FS0063  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0063  DYNAMIC HT  -         588.980 (meters)    1932.35  (feet)  COMP
 FS0063  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 FS0063
 FS0063  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0063
 FS0063.The horizontal coordinates were scaled from a topographic map and have
 FS0063.an estimated accuracy of +/- 6 seconds.
 FS0063
 FS0063.The orthometric height was determined by differential leveling
 FS0063.and adjusted by the  in 1992.
 FS0063.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0063.rate of 4.1 thru 8.0 mm/km.
 FS0063
 FS0063.The geoid height was determined by GEOID03.
 FS0063
 FS0063.The dynamic height is computed by dividing the NAVD 88
 FS0063.geopotential number by the normal gravity value computed on the
 FS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0063.degrees latitude (g = 980.6199 gals.).
 FS0063
 FS0063.The modeled gravity was interpolated from observed gravity values.
 FS0063
 FS0063;                    North         East    Units  Estimated Accuracy
 FS0063;SPC AZ W     -   551,350.      129,850.      MT  (+/- 180 meters Scaled)
 FS0063
 FS0063                          SUPERSEDED SURVEY CONTROL
 FS0063
 FS0063  NGVD 29 (??/??/92)  588.876  (m)         1932.00   (f) ADJ UNCH    1 1
 FS0063
 FS0063.Superseded values are not recommended for survey control.
 FS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0063.See file dsdata.txt to determine how the superseded data were derived.
 FS0063
 FS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV095828(NAD 83)
 FS0063_MARKER: DD = SURVEY DISK
 FS0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0063_SP_SET: CULVERT
 FS0063_STAMPING: 1934.35
 FS0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0063
 FS0063  HISTORY     - Date     Condition        Report By
 FS0063  HISTORY     - UNK      MONUMENTED       BPR
 FS0063  HISTORY     - 1950     GOOD             NGS
 FS0063  HISTORY     - 1963     GOOD             NGS
 FS0063  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0063
 FS0063                          STATION DESCRIPTION
 FS0063
 FS0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0063'5.9 MI SE FROM HOOVER DAM.
 FS0063'5.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0063'(ARIZONA) END OF HOOVER DAM, 0.1 MILE WEST OF MILEPOST 6, AT A
 FS0063'24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0063'CENTER OF THE SOUTH CONCRETE HEAD WALL, 13.4 FEET SOUTH OF THE
 FS0063'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0063
 FS0063                          STATION RECOVERY (1963)
 FS0063
 FS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0063'RECOVERED IN GOOD CONDITION.
 FS0063
 FS0063                          STATION RECOVERY (1981)
 FS0063
 FS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0063'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0940 ***********************************************************************
 DV0940  DESIGNATION -  1935
 DV0940  PID         -  DV0940
 DV0940  STATE/COUNTY-  AZ/MARICOPA
 DV0940  USGS QUAD   -  WICKENBURG (1978)
 DV0940
 DV0940                         *CURRENT SURVEY CONTROL
 DV0940  ___________________________________________________________________
 DV0940* NAD 83(1986)-  33 54 57.     (N)    112 40 45.     (W)     SCALED    
 DV0940* NAVD 88     -       590.270  (meters)    1936.58   (feet)  POSTED    
 DV0940  ___________________________________________________________________
 DV0940  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV0940  DYNAMIC HT  -         589.560 (meters)    1934.25  (feet)  COMP
 DV0940  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 DV0940
 DV0940  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0940
 DV0940.The horizontal coordinates were scaled from a topographic map and have
 DV0940.an estimated accuracy of +/- 6 seconds.
 DV0940
 DV0940.The orthometric height was determined by differential leveling
 DV0940.and adjusted in November 2005.
 DV0940.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0940.was located on a no-check spur therefore a value was not computed.
 DV0940.No vertical observational check was made to the station.
 DV0940
 DV0940.The geoid height was determined by GEOID03.
 DV0940
 DV0940.The dynamic height is computed by dividing the NAVD 88
 DV0940.geopotential number by the normal gravity value computed on the
 DV0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0940.degrees latitude (g = 980.6199 gals.).
 DV0940
 DV0940.The modeled gravity was interpolated from observed gravity values.
 DV0940
 DV0940;                    North         East    Units  Estimated Accuracy
 DV0940;SPC AZ C     -   323,580.      142,850.      MT  (+/- 180 meters Scaled)
 DV0940
 DV0940                          SUPERSEDED SURVEY CONTROL
 DV0940
 DV0940  NGVD 29 (??/??/92)  589.714  (m)         1934.75   (f) ADJ UNCH    2 0
 DV0940
 DV0940.Superseded values are not recommended for survey control.
 DV0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0940.See file dsdata.txt to determine how the superseded data were derived.
 DV0940
 DV0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC447540(NAD 83)
 DV0940_MARKER: P = PIPE CAP
 DV0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0940_STAMPING: 1935 PHNX
 DV0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0940
 DV0940  HISTORY     - Date     Condition        Report By
 DV0940  HISTORY     - UNK      MONUMENTED       USGS
 DV0940  HISTORY     - 1939     GOOD             NGS
 DV0940
 DV0940                          STATION DESCRIPTION
 DV0940
 DV0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0940'5.0 MI SE FROM WICKENBURG.
 DV0940'5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0940'FROM WICKENBURG, MARICOPA COUNTY, 1.2 MILES SOUTH OF THE SIDING AT
 DV0940'ALLAH, 0.3 MILE NORTH OF MILEPOST 145, 200 FEET NORTH OF SOME GRAVEL
 DV0940'BUNKERS, AND 45 FEET WEST OF THE CENTERLINE OF THE TRACK.  A UNITED
 DV0940'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1935 PHNX AND RIVETED
 DV0940'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0363 ***********************************************************************
 DA0363  DESIGNATION -  1936.48
 DA0363  PID         -  DA0363
 DA0363  STATE/COUNTY-  AZ/PIMA
 DA0363  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0363
 DA0363                         *CURRENT SURVEY CONTROL
 DA0363  ___________________________________________________________________
 DA0363* NAD 83(1986)-  32 05 52.     (N)    112 46 18.     (W)     SCALED    
 DA0363* NAVD 88     -       590.50   (+/-2cm)    1937.3    (feet)  VERTCON   
 DA0363  ___________________________________________________________________
 DA0363  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0363
 DA0363.The horizontal coordinates were scaled from a topographic map and have
 DA0363.an estimated accuracy of +/- 6 seconds.
 DA0363
 DA0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0363.The vertical order pertains to the NGVD 29 superseded value.
 DA0363
 DA0363.The geoid height was determined by GEOID03.
 DA0363
 DA0363;                    North         East    Units  Estimated Accuracy
 DA0363;SPC AZ C     -   122,030.      132,660.      MT  (+/- 180 meters Scaled)
 DA0363
 DA0363                          SUPERSEDED SURVEY CONTROL
 DA0363
 DA0363  NGVD 29 (??/??/92)  589.754  (m)         1934.88   (f) ADJ UNCH    1 2
 DA0363
 DA0363.Superseded values are not recommended for survey control.
 DA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0363.See file dsdata.txt to determine how the superseded data were derived.
 DA0363
 DA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA328526(NAD 83)
 DA0363_MARKER: DD = SURVEY DISK
 DA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0363_STAMPING: 825.3362 1A 1936.48
 DA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0363+STABILITY: SURFACE MOTION
 DA0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0363+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA0363
 DA0363  HISTORY     - Date     Condition        Report By
 DA0363  HISTORY     - UNK      MONUMENTED       USDA
 DA0363  HISTORY     - 1953     GOOD             NGS
 DA0363  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0363  HISTORY     - 20061112 GOOD             USPSQD
 DA0363
 DA0363                          STATION DESCRIPTION
 DA0363
 DA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0363'23.1 MI SE FROM AJO.
 DA0363'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0363'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0363'HIGHWAY 86, THENCE 12.2 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT
 DA0363'A CUT THROUGH A LOW RIDGE AND AT A SLIGHT CURVE, 49 1/2 FEET WEST OF
 DA0363'THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A WITNESS POST,
 DA0363'ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DA0363'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DA0363
 DA0363                          STATION RECOVERY (1988)
 DA0363
 DA0363'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0363'MARK NOT FOUND.
 DA0363
 DA0363                          STATION RECOVERY (2006)
 DA0363
 DA0363'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0364 ***********************************************************************
 DA0364  DESIGNATION -  1937.80
 DA0364  PID         -  DA0364
 DA0364  STATE/COUNTY-  AZ/PIMA
 DA0364  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0364
 DA0364                         *CURRENT SURVEY CONTROL
 DA0364  ___________________________________________________________________
 DA0364* NAD 83(1986)-  32 05 51.     (N)    112 46 15.     (W)     SCALED    
 DA0364* NAVD 88     -       590.91   (+/-2cm)    1938.7    (feet)  VERTCON   
 DA0364  ___________________________________________________________________
 DA0364  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0364  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0364
 DA0364.The horizontal coordinates were scaled from a topographic map and have
 DA0364.an estimated accuracy of +/- 6 seconds.
 DA0364
 DA0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0364.The vertical order pertains to the NGVD 29 superseded value.
 DA0364
 DA0364.The geoid height was determined by GEOID03.
 DA0364
 DA0364;                    North         East    Units  Estimated Accuracy
 DA0364;SPC AZ C     -   122,000.      132,740.      MT  (+/- 180 meters Scaled)
 DA0364
 DA0364                          SUPERSEDED SURVEY CONTROL
 DA0364
 DA0364  NGVD 29 (??/??/92)  590.156  (m)         1936.20   (f) ADJ UNCH    1 2
 DA0364
 DA0364.Superseded values are not recommended for survey control.
 DA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0364.See file dsdata.txt to determine how the superseded data were derived.
 DA0364
 DA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA329526(NAD 83)
 DA0364_MARKER: DD = SURVEY DISK
 DA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0364_STAMPING: 825 33.52 1A 1937.80
 DA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0364+STABILITY: SURFACE MOTION
 DA0364
 DA0364  HISTORY     - Date     Condition        Report By
 DA0364  HISTORY     - UNK      MONUMENTED       USDA
 DA0364  HISTORY     - 1953     GOOD             NGS
 DA0364  HISTORY     - 19880108 MARK NOT FOUND   USPSQD
 DA0364
 DA0364                          STATION DESCRIPTION
 DA0364
 DA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0364'23.1 MI SE FROM AJO.
 DA0364'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0364'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0364'HIGHWAY 86, THENCE 12.2 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT
 DA0364'A CUT THROUGH A LOW RIDGE AND AT A SLIGHT CURVE, 100 FEET EAST OF AND
 DA0364'ACROSS THE HIGHWAY FROM B.M. 1936.48 (USDA), 50 1/2 FEET EAST OF THE
 DA0364'CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 4
 DA0364'1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP  OF A CONCRETE
 DA0364'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DA0364
 DA0364                          STATION RECOVERY (1988)
 DA0364
 DA0364'RECOVERY NOTE BY US POWER SQUADRON 1988 (PI)
 DA0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0244 ***********************************************************************
 DB0244  DESIGNATION -  194.56
 DB0244  PID         -  DB0244
 DB0244  STATE/COUNTY-  AZ/YUMA
 DB0244  USGS QUAD   -  YUMA EAST (1994)
 DB0244
 DB0244                         *CURRENT SURVEY CONTROL
 DB0244  ___________________________________________________________________
 DB0244* NAD 83(1986)-  32 39 57.     (N)    114 36 16.     (W)     SCALED    
 DB0244* NAVD 88     -        59.99   (+/-2cm)     196.8    (feet)  VERTCON   
 DB0244  ___________________________________________________________________
 DB0244  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DB0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0244
 DB0244.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0244
 DB0244.The horizontal coordinates were scaled from a topographic map and have
 DB0244.an estimated accuracy of +/- 6 seconds.
 DB0244
 DB0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0244.The vertical order pertains to the NGVD 29 superseded value.
 DB0244
 DB0244.The geoid height was determined by GEOID03.
 DB0244
 DB0244;                    North         East    Units  Estimated Accuracy
 DB0244;SPC AZ W     -   185,020.      133,210.      MT  (+/- 180 meters Scaled)
 DB0244
 DB0244                          SUPERSEDED SURVEY CONTROL
 DB0244
 DB0244  NGVD 29 (??/??/??)   59.328  (m)          194.65   (f) ADJUSTED    1 2
 DB0244
 DB0244.Superseded values are not recommended for survey control.
 DB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0244.See file dsdata.txt to determine how the superseded data were derived.
 DB0244
 DB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS246167(NAD 83)
 DB0244_MARKER: DD = SURVEY DISK
 DB0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0244_STAMPING: 194.56
 DB0244_MARK LOGO: USE   
 DB0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0244+STABILITY: SURFACE MOTION
 DB0244
 DB0244  HISTORY     - Date     Condition        Report By
 DB0244  HISTORY     - 1945     MONUMENTED       USE
 DB0244  HISTORY     - 1945     GOOD             NGS
 DB0244  HISTORY     - 19960305 GOOD             CHANCE
 DB0244
 DB0244                          STATION DESCRIPTION
 DB0244
 DB0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DB0244'AT YUMA.
 DB0244'AT YUMA COUNTY AIRPORT, YUMA COUNTY, AT THE CENTER OF THE
 DB0244'INTERSECTION OF THE NORTH-AND-SOUTH RUNWAY AND THE EAST-AND-WEST
 DB0244'RUNWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 DB0244'STAMPED 194.56 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DB0244'THE PAVEMENT.  NOTE-- BELIEVED TO EXIST BUT COVERED BY A THIN
 DB0244'LAYER OF ASPHALT.
 DB0244
 DB0244                          STATION RECOVERY (1996)
 DB0244
 DB0244'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DB0244'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 DB0244'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0374 ***********************************************************************
 CZ0374  DESIGNATION -  1940
 CZ0374  PID         -  CZ0374
 CZ0374  STATE/COUNTY-  AZ/PIMA
 CZ0374  USGS QUAD   -  RED ROCK (1993)
 CZ0374
 CZ0374                         *CURRENT SURVEY CONTROL
 CZ0374  ___________________________________________________________________
 CZ0374* NAD 83(1986)-  32 30 05.     (N)    111 15 39.     (W)     SCALED    
 CZ0374* NAVD 88     -       595.438  (meters)    1953.53   (feet)  ADJUSTED  
 CZ0374  ___________________________________________________________________
 CZ0374  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0374  DYNAMIC HT  -         594.658 (meters)    1950.97  (feet)  COMP
 CZ0374  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 CZ0374
 CZ0374  VERT ORDER  -  FIRST     CLASS II
 CZ0374
 CZ0374.The horizontal coordinates were scaled from a topographic map and have
 CZ0374.an estimated accuracy of +/- 6 seconds.
 CZ0374
 CZ0374.The orthometric height was determined by differential leveling
 CZ0374.and adjusted in June 1991.
 CZ0374
 CZ0374.The geoid height was determined by GEOID03.
 CZ0374
 CZ0374.The dynamic height is computed by dividing the NAVD 88
 CZ0374.geopotential number by the normal gravity value computed on the
 CZ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0374.degrees latitude (g = 980.6199 gals.).
 CZ0374
 CZ0374.The modeled gravity was interpolated from observed gravity values.
 CZ0374
 CZ0374;                    North         East    Units  Estimated Accuracy
 CZ0374;SPC AZ C     -   166,650.      274,990.      MT  (+/- 180 meters Scaled)
 CZ0374
 CZ0374                          SUPERSEDED SURVEY CONTROL
 CZ0374
 CZ0374  NGVD 29 (??/??/92)  594.920  (m)         1951.83   (f) ADJ UNCH    1 2
 CZ0374
 CZ0374.Superseded values are not recommended for survey control.
 CZ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0374.See file dsdata.txt to determine how the superseded data were derived.
 CZ0374
 CZ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA754960(NAD 83)
 CZ0374_MARKER: P = PIPE CAP
 CZ0374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0374_STAMPING: 1940 NOGLS
 CZ0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0374+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0374
 CZ0374  HISTORY     - Date     Condition        Report By
 CZ0374  HISTORY     - 1940     MONUMENTED       USGS
 CZ0374  HISTORY     - 1951     GOOD             NGS
 CZ0374  HISTORY     - 1960     GOOD             NGS
 CZ0374  HISTORY     - 1980     GOOD             NGS
 CZ0374  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0374
 CZ0374                          STATION DESCRIPTION
 CZ0374
 CZ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0374'4.2 MI NW FROM MARANA.
 CZ0374'4.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND STATE
 CZ0374'HIGHWAY 84 FROM THE POST OFFICE AT MARANA, ABOUT 3 POLES NORTHWEST OF
 CZ0374'MILE POLE 958, 209 FEET NORTHEAST OF SIGNAL TOWER NUMBER 9577, 205.5
 CZ0374'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 106.8 FEET
 CZ0374'NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE, 1.6 FEET SOUTH OF A
 CZ0374'WITNESS POST, AND SET IN A 3 1/2 INCH IRON PIPE PROJECTING 1.3 FOOT
 CZ0374'ABOVE THE GROUND.
 CZ0374
 CZ0374                          STATION RECOVERY (1960)
 CZ0374
 CZ0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0374'RECOVERED IN GOOD CONDITION.
 CZ0374
 CZ0374                          STATION RECOVERY (1980)
 CZ0374
 CZ0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0374'42.0 KILOMETERS (26.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0374'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1
 CZ0374'MILE) NORTHWEST OF RAILROAD MILE POST NUMBER 958, 626. METERS
 CZ0374'(205.5 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 CZ0374'32.5 METERS (106.8 FEET) NORTHEAST OF THE RAILROAD RIGHT-OF-FENCE,
 CZ0374'36.95 METERS (121.2 FEET) EAST OF A FENCE CORNER, 2.6 METERS
 CZ0374'SOUTH OF A FENCE.  RIVETED ON TOP OF AN IRON PIPE PROJECTING
 CZ0374'33 CM.
 CZ0374'THE MARK IS 1.6 METERS  S FROM A WITNESS POST.
 CZ0374'THE MARK IS .3 M BELOW THE RAILS.
 CZ0374
 CZ0374                          STATION RECOVERY (2006)
 CZ0374
 CZ0374'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0029 ***********************************************************************
 DA0029  DESIGNATION -  1942.7
 DA0029  PID         -  DA0029
 DA0029  STATE/COUNTY-  AZ/PINAL
 DA0029  USGS QUAD   -  KOHATK (1981)
 DA0029
 DA0029                         *CURRENT SURVEY CONTROL
 DA0029  ___________________________________________________________________
 DA0029* NAD 83(1986)-  32 37 03.     (N)    112 05 26.     (W)     SCALED    
 DA0029* NAVD 88     -       592.75   (+/-2cm)    1944.7    (feet)  VERTCON   
 DA0029  ___________________________________________________________________
 DA0029  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0029
 DA0029.The horizontal coordinates were scaled from a topographic map and have
 DA0029.an estimated accuracy of +/- 6 seconds.
 DA0029
 DA0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0029.The vertical order pertains to the NGVD 29 superseded value.
 DA0029
 DA0029.The geoid height was determined by GEOID03.
 DA0029
 DA0029;                    North         East    Units  Estimated Accuracy
 DA0029;SPC AZ C     -   179,350.      197,040.      MT  (+/- 180 meters Scaled)
 DA0029
 DA0029                          SUPERSEDED SURVEY CONTROL
 DA0029
 DA0029  NGVD 29 (??/??/92)  592.094  (m)         1942.56   (f) ADJ UNCH    2 0
 DA0029
 DA0029.Superseded values are not recommended for survey control.
 DA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0029.See file dsdata.txt to determine how the superseded data were derived.
 DA0029
 DA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB976094(NAD 83)
 DA0029_MARKER: Q = CHISELED SQUARE
 DA0029_SETTING: 80 = SET IN A BOULDER
 DA0029_SP_SET: BOULDER
 DA0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0029+STABILITY: SURFACE MOTION
 DA0029
 DA0029  HISTORY     - Date     Condition        Report By
 DA0029  HISTORY     - UNK      MONUMENTED       USGS
 DA0029  HISTORY     - 1951     GOOD             NGS
 DA0029
 DA0029                          STATION DESCRIPTION
 DA0029
 DA0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0029'1.7 MI E FROM BITTER WELL.
 DA0029'1.7 MILES EAST ALONG A TRACK ROAD FROM THE WELL AT THE INDIAN VILLAGE
 DA0029'OF BITTER WELL, AT THE SUMMIT OF A SADDLE FORMED BY THE ROCKY
 DA0029'MOUNTAINS WHICH THE ROAD PASSES BETWEEN, A CHISELED SQUARE IN THE TOP
 DA0029'OF AN EMBEDDED BOULDER, PROJECTING 0.2 FOOT ABOVE THE GROUND, AT THE
 DA0029'SOUTHWEST END OF A SMALL LOOP FORMED BY THE OLD AND PRESENT ROADS, 23
 DA0029'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF
 DA0029'THE CENTER LINE OF THE OLD ROAD, 4 1/2 FEET NORTHWEST OF A CAIRN, AND
 DA0029'ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0169 ***********************************************************************
 ET0169  DESIGNATION -  1944
 ET0169  PID         -  ET0169
 ET0169  STATE/COUNTY-  AZ/MARICOPA
 ET0169  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0169
 ET0169                         *CURRENT SURVEY CONTROL
 ET0169  ___________________________________________________________________
 ET0169* NAD 83(1986)-  34 00 57.     (N)    112 08 51.     (W)     SCALED    
 ET0169* NAVD 88     -       593.07   (+/-2cm)    1945.8    (feet)  VERTCON   
 ET0169  ___________________________________________________________________
 ET0169  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 ET0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0169
 ET0169.The horizontal coordinates were scaled from a topographic map and have
 ET0169.an estimated accuracy of +/- 6 seconds.
 ET0169
 ET0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0169.The vertical order pertains to the NGVD 29 superseded value.
 ET0169
 ET0169.The geoid height was determined by GEOID03.
 ET0169
 ET0169;                    North         East    Units  Estimated Accuracy
 ET0169;SPC AZ C     -   334,430.      192,040.      MT  (+/- 180 meters Scaled)
 ET0169
 ET0169                          SUPERSEDED SURVEY CONTROL
 ET0169
 ET0169  NGVD 29 (??/??/92)  592.465  (m)         1943.78   (f) ADJ UNCH    2 0
 ET0169
 ET0169.Superseded values are not recommended for survey control.
 ET0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0169.See file dsdata.txt to determine how the superseded data were derived.
 ET0169
 ET0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940645(NAD 83)
 ET0169_MARKER: DD = SURVEY DISK
 ET0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0169_SP_SET: BRIDGE
 ET0169_STAMPING: 1944X51 2048X31 67 1950
 ET0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0169
 ET0169  HISTORY     - Date     Condition        Report By
 ET0169  HISTORY     - 1950     MONUMENTED       AZDT
 ET0169  HISTORY     - 1959     GOOD             NGS
 ET0169
 ET0169                          STATION DESCRIPTION
 ET0169
 ET0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0169'3.8 MI S FROM BLACK CANYON.
 ET0169'3.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0169'CANYON, 0.4 MILE SOUTH OF MILEPOST NUMBER 240, SET IN THE NORTH END OF
 ET0169'THE WEST HEADWALL OF A CONCRETE BRIDGE OVER SQUAW CREEK, 16 FEET WEST
 ET0169'OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE
 ET0169'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1040 ***********************************************************************
 CZ1040  DESIGNATION -  195 1/2
 CZ1040  PID         -  CZ1040
 CZ1040  STATE/COUNTY-  AZ/PINAL
 CZ1040  USGS QUAD   -  ELOY NORTH (1992)
 CZ1040
 CZ1040                         *CURRENT SURVEY CONTROL
 CZ1040  ___________________________________________________________________
 CZ1040* NAD 83(2007)-  32 46 32.35902(N)    111 35 37.02975(W)     ADJUSTED  
 CZ1040* NAVD 88     -       465.726  (meters)    1527.97   (feet)  ADJUSTED  
 CZ1040  ___________________________________________________________________
 CZ1040  EPOCH DATE  -        2007.00
 CZ1040  X           -  -1,975,665.934 (meters)                     COMP
 CZ1040  Y           -  -4,991,586.547 (meters)                     COMP
 CZ1040  Z           -   3,433,301.528 (meters)                     COMP
 CZ1040  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CZ1040  ELLIP HEIGHT-         435.590 (meters)          (02/10/07) ADJUSTED
 CZ1040  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1040  DYNAMIC HT  -         465.142 (meters)    1526.05  (feet)  COMP
 CZ1040
 CZ1040  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1040  Type    PID    Designation                      North   East  Ellip
 CZ1040  -------------------------------------------------------------------
 CZ1040  NETWORK CZ1040 195 1/2                           1.88   1.63   6.45
 CZ1040  -------------------------------------------------------------------
 CZ1040  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 CZ1040  OBS GRAVITY -     979,370.5   (mgal)                       GRAV_OBS
 CZ1040
 CZ1040  VERT ORDER  -  FIRST     CLASS II
 CZ1040
 CZ1040.The horizontal coordinates were established by GPS observations
 CZ1040.and adjusted by the National Geodetic Survey in February 2007.
 CZ1040
 CZ1040.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1040.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1040.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1040.The epoch date for horizontal control is a decimal equivalence
 CZ1040.of Year/Month/Day.
 CZ1040
 CZ1040.The orthometric height was determined by differential leveling
 CZ1040.and adjusted in November 1993.
 CZ1040
 CZ1040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1040
 CZ1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1040
 CZ1040.The ellipsoidal height was determined by GPS observations
 CZ1040.and is referenced to NAD 83.
 CZ1040
 CZ1040.The geoid height was determined by GEOID03.
 CZ1040
 CZ1040.The dynamic height is computed by dividing the NAVD 88
 CZ1040.geopotential number by the normal gravity value computed on the
 CZ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1040.degrees latitude (g = 980.6199 gals.).
 CZ1040
 CZ1040.The modeled gravity was interpolated from observed gravity values.
 CZ1040.The observed gravity was obtained from relative gravimeter ties
 CZ1040.to the IGSN71 gravity network.
 CZ1040
 CZ1040;                    North         East     Units Scale Factor Converg.
 CZ1040;SPC AZ C     -   196,919.834   243,623.020   MT  0.99991129   +0 10 29.6
 CZ1040;SPC AZ C     -   646,062.45    799,288.12   iFT  0.99991129   +0 10 29.6
 CZ1040;UTM  12      - 3,626,572.423   444,406.221   MT  0.99963811   -0 19 16.9
 CZ1040
 CZ1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1040!SPC AZ C     -   0.99993161  x   0.99991129  =   0.99984291
 CZ1040!UTM  12      -   0.99993161  x   0.99963811  =   0.99956975
 CZ1040
 CZ1040                          SUPERSEDED SURVEY CONTROL
 CZ1040
 CZ1040  ELLIP H (11/21/00)  435.611  (m)                       GP(       ) 3 1
 CZ1040  NAD 83(1986)-  32 46 32.35236(N)    111 35 37.02814(W) AD(       ) B
 CZ1040  NAD 83(1992)-  32 46 32.35836(N)    111 35 37.02846(W) AD(       ) B
 CZ1040  ELLIP H (09/30/92)  435.689  (m)                       GP(       ) 2 1
 CZ1040  NAD 83(1986)-  32 46 32.35236(N)    111 35 37.02814(W) AD(       ) 1
 CZ1040  NAVD 88 (06/15/91)  465.832  (m)         1528.32   (f) UNKNOWN     1 2
 CZ1040  NGVD 29 (??/??/92)  465.660  (m)         1527.75   (f) ADJ UNCH    1 2
 CZ1040
 CZ1040.Superseded values are not recommended for survey control.
 CZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1040.See file dsdata.txt to determine how the superseded data were derived.
 CZ1040
 CZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4440626572(NAD 83)
 CZ1040_MARKER: DB = BENCH MARK DISK
 CZ1040_SETTING: 80 = SET IN A BOULDER
 CZ1040_SP_SET: IN DRILL HOLE IN A BOULDER
 CZ1040_STAMPING: A 279 195 1/2
 CZ1040_MARK LOGO: USGS  
 CZ1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1040+STABILITY: SURFACE MOTION
 CZ1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1040+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1040
 CZ1040  HISTORY     - Date     Condition        Report By
 CZ1040  HISTORY     - UNK      MONUMENTED       USGS
 CZ1040  HISTORY     - 1967     GOOD             NGS
 CZ1040  HISTORY     - 1980     POOR             NGS
 CZ1040  HISTORY     - 1980     POOR             NGS
 CZ1040  HISTORY     - 1984     GOOD             NGS
 CZ1040  HISTORY     - 19911205 POOR             NGS
 CZ1040  HISTORY     - 19921021 GOOD             NGS
 CZ1040  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1040
 CZ1040                          STATION DESCRIPTION
 CZ1040
 CZ1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1040'2.8 MI NW FROM ELOY.
 CZ1040'ABOUT 2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1040'STATION AT ELOY, IN S 35, T 7 S, R 7 E, 0.2 MILE SOUTHEAST OF THE
 CZ1040'CROSSING OF THE RAILROAD AND A ROAD, 15 POLES SOUTHEAST OF MILEPOST
 CZ1040'NUMBER 930, 5 POLES SOUTHEAST OF RAILROAD BRIDGE NUMBER 930.36, 47
 CZ1040'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 91 FEET SOUTHWEST
 CZ1040'OF THE CENTER LINE OF STATE HIGHWAY 84, 22 FEET NORTHWEST OF A
 CZ1040'TELEGRAPH POLE, IN LINE WITH A ROW OF POLES, 2.0 FEET SOUTHEAST OF A
 CZ1040'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, A U.S.
 CZ1040'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A BOULDER WHICH IS REINFORCED
 CZ1040'WITH CONCRETE, ABOUT LEVEL WITH THE GROUND.
 CZ1040
 CZ1040                          STATION RECOVERY (1980)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1040'THE MARK IS 1.5 M BELOW THE RAILS.
 CZ1040'18.7 KILOMETERS (11.6 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1040'RAILROAD FROM THE STATION AT CASA GRANDE, 0.4 KILOMETER (0.25 MILE)
 CZ1040'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND HOUSER ROAD, 0.25
 CZ1040'KILOMETER (0.15 MILE) SOUTHEAST OF RAILROAD BRIDGE 930.36, SET IN
 CZ1040'TOP OF A SMALL BOULDER WITHIN A 1- BY 1-METER CONCRETE APRON,
 CZ1040'PROJECTING 6 CENTIMETERS ABOVE GROUND LEVEL, 14.3 METERS (47 FEET)
 CZ1040'NORTHEAST OF THE NORTHEAST RAIL, 101.8 METERS (334 FEET) NORTHWEST
 CZ1040'OF STATE HIGHWAY 84 MILE POST 190 AND 27.7 METERS (91 FEET) SOUTHWEST
 CZ1040'OF THE CENTERLINE OF THE HIGHWAY.
 CZ1040'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1040
 CZ1040                          STATION RECOVERY (1980)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1040'THE MARK IS 1.5 M BELOW THE RAILS.
 CZ1040'18.7 KILOMETERS (11.6 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1040'RAILROAD FROM THE STATION AT CASA GRANDE, 0.4 KILOMETER (0.25 MILE)
 CZ1040'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND HOUSER ROAD, 0.25
 CZ1040'KILOMETER (0.15 MILE) SOUTHEAST OF RAILROAD BRIDGE 930.36, SET IN
 CZ1040'TOP OF A SMALL BOULDER WITHIN A 1- BY 1-METER CONCRETE APRON,
 CZ1040'PROJECTING 6 CENTIMETERS ABOVE GROUND LEVEL, 14.3 METERS (47 FEET)
 CZ1040'NORTHEAST OF THE NORTHEAST RAIL, 101.8 METERS (334 FEET) NORTHWEST
 CZ1040'OF STATE HIGHWAY 84 MILE POST 190 AND 27.7 METERS (91 FEET) SOUTHWEST
 CZ1040'OF THE CENTERLINE OF THE HIGHWAY.
 CZ1040'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1040
 CZ1040                          STATION RECOVERY (1984)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1040'RECOVERED IN GOOD CONDITION.
 CZ1040
 CZ1040                          STATION RECOVERY (1991)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1040'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1040'ELOY, THENCE 4.5 KM (2.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1040'IN A 7 BY 20 INCH BOULDER SURROUNDED BY A MASS OF CONCRETE, 29.7 M
 CZ1040'(97.4 FT) SOUTH-SOUTHEAST OF A UTILITY PEDESTAL AND AN UNDERGROUND
 CZ1040'CABLE WARNING SIGN, 27.7 M (90.9 FT) SOUTHWEST OF THE HIGHWAY
 CZ1040'CENTERLINE, 14.4 M (47.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CZ1040'SOUTHERN PACIFIC RAILROAD, 1.1 M (3.6 FT) SOUTHEAST OF BENCH MARK S
 CZ1040'516, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 CZ1040'FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE GROUND HAS ERODED FROM
 CZ1040'AROUND THE CONCRETE MAKING THE BOULDER VERY LOOSE.
 CZ1040
 CZ1040                          STATION RECOVERY (1992)
 CZ1040
 CZ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1040'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHWEST OF ELOY IN A
 CZ1040'DIRT STRIP BETWEEN THE SOUTHERN PACIFIC RAILROAD TRACK AND STATE
 CZ1040'HIGHWAY 84, 0.3 KM (0.2 MI) SOUTHEAST OF THE CROSSING OF HOUSER ROAD
 CZ1040'AND 0.11 KM (0.07 MI) NORTHWEST OF HIGHWAY MILEPOST 190.
 CZ1040'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CZ1040'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 84 AND MAIN
 CZ1040'STREET IN ELOY (ACROSS TRACKS FROM THE TOWN WATER TANKS) GO NORTHWEST
 CZ1040'ON HIGHWAY 84 FOR 3.49 KM (2.17 MI) TO TUMBLEWEED ROAD ON THE RIGHT.
 CZ1040'CONTINUE AHEAD FOR 0.98 KM (0.61 MI) TO THE STATION ON THE LEFT.
 CZ1040'THE STATION IS SET IN A DRILL HOLE IN A PLANTED 0.2 M (0.7 FT) X 0.5 M
 CZ1040'(1.6 FT) X 1 M (3.3 FT) HIGH BOULDER SURROUNDED BY A LARGE MASS OF
 CZ1040'CONCRETE THAT PROJECTS 15 CM ABOVE GROUND DUE TO EROSION.  LOCATED
 CZ1040'30.0 M (98.4 FT) SOUTH FROM A TELEPHONE PEDESTAL, 27.7 M (90.9 FT)
 CZ1040'SOUTHWEST FROM AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER, 14.4
 CZ1040'M (47.2 FT) NORTHEAST FROM AND 1.5 M (4.9 FT) LOWER THAN THE
 CZ1040'NORTHEAST RAIL OF TRACK AND 0.4 M (1.3 FT) SOUTHEAST FROM A METAL
 CZ1040'WITNESS POST.
 CZ1040'DESCRIBED BY G.R. HEID.
 CZ1040
 CZ1040                          STATION RECOVERY (2007)
 CZ1040
 CZ1040'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0168 ***********************************************************************
 ET0168  DESIGNATION -  1958
 ET0168  PID         -  ET0168
 ET0168  STATE/COUNTY-  AZ/MARICOPA
 ET0168  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0168
 ET0168                         *CURRENT SURVEY CONTROL
 ET0168  ___________________________________________________________________
 ET0168* NAD 83(1986)-  34 00 14.     (N)    112 08 27.     (W)     SCALED    
 ET0168* NAVD 88     -       597.39   (+/-2cm)    1959.9    (feet)  VERTCON   
 ET0168  ___________________________________________________________________
 ET0168  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 ET0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0168
 ET0168.The horizontal coordinates were scaled from a topographic map and have
 ET0168.an estimated accuracy of +/- 6 seconds.
 ET0168
 ET0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0168.The vertical order pertains to the NGVD 29 superseded value.
 ET0168
 ET0168.The geoid height was determined by GEOID03.
 ET0168
 ET0168;                    North         East    Units  Estimated Accuracy
 ET0168;SPC AZ C     -   333,110.      192,650.      MT  (+/- 180 meters Scaled)
 ET0168
 ET0168                          SUPERSEDED SURVEY CONTROL
 ET0168
 ET0168  NGVD 29 (??/??/92)  596.778  (m)         1957.93   (f) ADJ UNCH    2 0
 ET0168
 ET0168.Superseded values are not recommended for survey control.
 ET0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0168.See file dsdata.txt to determine how the superseded data were derived.
 ET0168
 ET0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946631(NAD 83)
 ET0168_MARKER: DD = SURVEY DISK
 ET0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0168_SP_SET: BRIDGE
 ET0168_STAMPING: 1958X61 2000X67 31 1950
 ET0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0168
 ET0168  HISTORY     - Date     Condition        Report By
 ET0168  HISTORY     - 1950     MONUMENTED       AZDT
 ET0168  HISTORY     - 1959     GOOD             NGS
 ET0168
 ET0168                          STATION DESCRIPTION
 ET0168
 ET0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0168'4.7 MI S FROM BLACK CANYON.
 ET0168'4.7 MILES SOUTH ALONG HIGHWAY 69 FROM THE POST OFFICE IN BLACK CANYON,
 ET0168'0.25 MILE SOUTH OF MILEPOST NUMBER 239, SET IN THE SOUTH END OF THE
 ET0168'EAST HEADWALL OF A LARGE CONCRETE BRIDGE OVER MOORE GULCH, 15.6 FEET
 ET0168'EAST OF THE CENTER OF THE HIGHWAY, 4 FEET NORTH OF THE SOUTH END OF
 ET0168'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0488 ***********************************************************************
 CZ0488  DESIGNATION -  1960
 CZ0488  PID         -  CZ0488
 CZ0488  STATE/COUNTY-  AZ/PIMA
 CZ0488  USGS QUAD   -  MARANA (1992)
 CZ0488
 CZ0488                         *CURRENT SURVEY CONTROL
 CZ0488  ___________________________________________________________________
 CZ0488* NAD 83(1986)-  32 28 14.     (N)    111 13 37.     (W)     SCALED    
 CZ0488* NAVD 88     -       601.66   (+/-2cm)    1973.9    (feet)  VERTCON   
 CZ0488  ___________________________________________________________________
 CZ0488  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0488  VERT ORDER  -  ? (See Below)
 CZ0488
 CZ0488.The horizontal coordinates were scaled from a topographic map and have
 CZ0488.an estimated accuracy of +/- 6 seconds.
 CZ0488
 CZ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0488.The vertical order pertains to the NGVD 29 superseded value.
 CZ0488
 CZ0488.The geoid height was determined by GEOID03.
 CZ0488
 CZ0488;                    North         East    Units  Estimated Accuracy
 CZ0488;SPC AZ C     -   163,250.      278,190.      MT  (+/- 180 meters Scaled)
 CZ0488
 CZ0488                          SUPERSEDED SURVEY CONTROL
 CZ0488
 CZ0488  NGVD 29 (??/??/92)  601.103  (m)         1972.12   (f) ADJ UNCH    ?  
 CZ0488
 CZ0488.Superseded values are not recommended for survey control.
 CZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0488.See file dsdata.txt to determine how the superseded data were derived.
 CZ0488
 CZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA786926(NAD 83)
 CZ0488_MARKER: P = PIPE CAP
 CZ0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0488_STAMPING: 1960 NOGLS
 CZ0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0488
 CZ0488  HISTORY     - Date     Condition        Report By
 CZ0488  HISTORY     - UNK      MONUMENTED       USGS
 CZ0488
 CZ0488                          STATION DESCRIPTION
 CZ0488
 CZ0488'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 CZ0488'1.3 MI NW FROM MARANA.
 CZ0488'1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0488'STATION SIGN AT MARANA, PIMA COUNTY, 1/4 MILE NORTHWEST OF BRIDGE 961
 CZ0488'A, 235 YARDS NORTHWEST OF MILEPOST 961, AND 75 FEET WEST OF THE CORNER
 CZ0488'OF A CORRAL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CZ0488'1960 NOGLS AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0930 ***********************************************************************
 DV0930  DESIGNATION -  1971
 DV0930  PID         -  DV0930
 DV0930  STATE/COUNTY-  AZ/MARICOPA
 DV0930  USGS QUAD   -  WITTMANN (1981)
 DV0930
 DV0930                         *CURRENT SURVEY CONTROL
 DV0930  ___________________________________________________________________
 DV0930* NAD 83(1992)-  33 51 08.88294(N)    112 37 23.50300(W)     ADJUSTED  
 DV0930* NAVD 88     -       601.214  (meters)    1972.48   (feet)  POSTED    
 DV0930  ___________________________________________________________________
 DV0930  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DV0930  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0930  DYNAMIC HT  -         600.490 (meters)    1970.11  (feet)  COMP
 DV0930  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 DV0930
 DV0930  HORZ ORDER  -  SECOND
 DV0930  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0930
 DV0930.The horizontal coordinates were established by classical geodetic methods
 DV0930.and adjusted by the National Geodetic Survey in August 1993.
 DV0930
 DV0930.The orthometric height was determined by differential leveling
 DV0930.and adjusted in November 2005.
 DV0930.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0930.was located on a no-check spur therefore a value was not computed.
 DV0930.No vertical observational check was made to the station.
 DV0930
 DV0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0930
 DV0930.The geoid height was determined by GEOID03.
 DV0930
 DV0930.The dynamic height is computed by dividing the NAVD 88
 DV0930.geopotential number by the normal gravity value computed on the
 DV0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0930.degrees latitude (g = 980.6199 gals.).
 DV0930
 DV0930.The modeled gravity was interpolated from observed gravity values.
 DV0930
 DV0930;                    North         East     Units Scale Factor Converg.
 DV0930;SPC AZ C     -   316,515.582   147,980.784   MT  0.99995268   -0 23 36.9
 DV0930;SPC AZ C     - 1,038,436.95    485,501.26   iFT  0.99995268   -0 23 36.9
 DV0930;UTM  12      - 3,746,983.162   349,835.104   MT  0.99987799   -0 54 15.8
 DV0930
 DV0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0930!SPC AZ C     -   0.99991029  x   0.99995268  =   0.99986297
 DV0930!UTM  12      -   0.99991029  x   0.99987799  =   0.99978829
 DV0930
 DV0930|---------------------------------------------------------------------|
 DV0930| PID    Reference Object                     Distance      Geod. Az  |
 DV0930|                                                           dddmmss.s |
 DV0930| DV2173 MORRISTOWN MAGNETIC                 129.077 METERS 00316     |
 DV0930| DV2166 ORION                               APPROX. 4.9 KM 0532541.1 |
 DV0930| CH4357 1971 RM 1                            68.461 METERS 14245     |
 DV0930|---------------------------------------------------------------------|
 DV0930
 DV0930                          SUPERSEDED SURVEY CONTROL
 DV0930
 DV0930  NAD 83(1986)-  33 51 08.87996(N)    112 37 23.50685(W) AD(       ) 2
 DV0930  NAD 27      -  33 51 08.75400(N)    112 37 20.86900(W) AD(       ) 2
 DV0930  NGVD 29 (??/??/92)  600.665  (m)         1970.68   (f) ADJ UNCH    2 0
 DV0930
 DV0930.Superseded values are not recommended for survey control.
 DV0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0930.See file dsdata.txt to determine how the superseded data were derived.
 DV0930
 DV0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4983546983(NAD 83)
 DV0930_MARKER: P = PIPE CAP
 DV0930_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0930_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0930_STAMPING: 1971 PHNX
 DV0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0930
 DV0930  HISTORY     - Date     Condition        Report By
 DV0930  HISTORY     - 1948     MONUMENTED       USGS
 DV0930  HISTORY     - 1947     GOOD             NGS
 DV0930  HISTORY     - 1967     GOOD             AMS
 DV0930  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0930
 DV0930                          STATION DESCRIPTION
 DV0930
 DV0930'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 DV0930'THE STATION IS LOCATED 225 FEET NORTHWEST OF THE CASTLE
 DV0930'HOT SPRINGS DEPOT AT MORRISTOWN.  THE STATION MARK IS A U.S.
 DV0930'GEOLOGICAL SURVEY BENCH MARK, RIVETED TO THE TOP OF A
 DV0930'3 INCH IRON PIPE SET IN CONCRETE.  IT PROJECTS 16 INCHES IS
 DV0930'SET 60 FEET NORTHWEST OF THE CENTERLINE OF A ROAD AND 48
 DV0930'FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD.  IT IS
 DV0930'STAMPED, 1971.
 DV0930'
 DV0930'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH IN A SLAB
 DV0930'OF CONCRETE IN FRONT OF THE DOOR OF THE DEPOT.  IT IS THE
 DV0930'SAME ELEVATION AS THE STATION MARK AND IS STAMPED, B.M. 1971
 DV0930'NO 1 1947.
 DV0930'
 DV0930'THE MAGNETIC STATION IS A BRONZE DISK SET IN A BOULDER, FLUSH,
 DV0930'IN THE MIDDLE OF AN OLD ROADWAY 120 FEET SOUTHWEST OF THE
 DV0930'CENTERLINE OF U.S. HIGHWAYS 60, 70 AND 89.  80.87 FEET SOUTHWEST
 DV0930'OF A REFERENCE MARK.  IT IS STAMPED, MORRISTOWN 1924.
 DV0930'
 DV0930'STATION ORION 1924 WAS USED AS AN AZIMUTH.
 DV0930
 DV0930                          STATION RECOVERY (1947)
 DV0930
 DV0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DV0930'IN HOT SPRINGS JUNCTION.
 DV0930'AT HOT SPRINGS JUNCTION (MORRISTOWN), MARICOPA COUNTY, 250 FEET
 DV0930'NORTHWEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT A
 DV0930'ROAD CROSSING, 60 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND
 DV0930'30 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 DV0930'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1971 PHNX AND RIVETED ON THE
 DV0930'TOP OF A 3-1/2 INCH IRON PIPE.
 DV0930
 DV0930                          STATION RECOVERY (1967)
 DV0930
 DV0930'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 DV0930'DESCRIPTION ADEQUATE.  DIRECTIONS OR CHECK MEASUREMENTS WERE
 DV0930'NOT MADE TO THE R.M.
 DV0930
 DV0930                          STATION RECOVERY (2007)
 DV0930
 DV0930'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0297 ***********************************************************************
 DA0297  DESIGNATION -  1974.2
 DA0297  PID         -  DA0297
 DA0297  STATE/COUNTY-  AZ/PIMA
 DA0297  USGS QUAD   -  KOHATK (1981)
 DA0297
 DA0297                         *CURRENT SURVEY CONTROL
 DA0297  ___________________________________________________________________
 DA0297* NAD 83(1986)-  32 30 12.     (N)    112 07 13.     (W)     SCALED    
 DA0297* NAVD 88     -       602.38   (+/-2cm)    1976.3    (feet)  VERTCON   
 DA0297  ___________________________________________________________________
 DA0297  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0297
 DA0297.The horizontal coordinates were scaled from a topographic map and have
 DA0297.an estimated accuracy of +/- 6 seconds.
 DA0297
 DA0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0297.The vertical order pertains to the NGVD 29 superseded value.
 DA0297
 DA0297.The geoid height was determined by GEOID03.
 DA0297
 DA0297;                    North         East    Units  Estimated Accuracy
 DA0297;SPC AZ C     -   166,700.      194,230.      MT  (+/- 180 meters Scaled)
 DA0297
 DA0297                          SUPERSEDED SURVEY CONTROL
 DA0297
 DA0297  NGVD 29 (??/??/92)  601.724  (m)         1974.16   (f) ADJ UNCH    2 0
 DA0297
 DA0297.Superseded values are not recommended for survey control.
 DA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0297.See file dsdata.txt to determine how the superseded data were derived.
 DA0297
 DA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA947967(NAD 83)
 DA0297_MARKER: B = BOLT
 DA0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0297+STABILITY: SURFACE MOTION
 DA0297
 DA0297  HISTORY     - Date     Condition        Report By
 DA0297  HISTORY     - UNK      MONUMENTED       USGS
 DA0297  HISTORY     - 1952     GOOD             NGS
 DA0297
 DA0297                          STATION DESCRIPTION
 DA0297
 DA0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0297'9.8 MI SW FROM QUAJOTE.
 DA0297'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0297'VILLAGE OF QUAJOTE, THENCE 7.2 MILES SOUTHWEST ALONG A GRADED ROAD, AT
 DA0297'THE Y JUNCTION OF A DIM ROAD LEADING NORTH, ON TOP OF A ROCKY HILL, 60
 DA0297'FEET WEST OF THE APPROXIMATE CENTER OF THE JUNCTION, 48 1/2 FEET
 DA0297'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND AN IRON BOLT SET IN THE
 DA0297'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND, AND ABOUT
 DA0297'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0166 ***********************************************************************
 DA0166  DESIGNATION -  1985.6
 DA0166  PID         -  DA0166
 DA0166  STATE/COUNTY-  AZ/MARICOPA
 DA0166  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0166
 DA0166                         *CURRENT SURVEY CONTROL
 DA0166  ___________________________________________________________________
 DA0166* NAD 83(1986)-  32 42 44.     (N)    112 13 24.     (W)     SCALED    
 DA0166* NAVD 88     -       605.75   (+/-2cm)    1987.4    (feet)  VERTCON   
 DA0166  ___________________________________________________________________
 DA0166  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0166
 DA0166.The horizontal coordinates were scaled from a topographic map and have
 DA0166.an estimated accuracy of +/- 6 seconds.
 DA0166
 DA0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0166.The vertical order pertains to the NGVD 29 superseded value.
 DA0166
 DA0166.The geoid height was determined by GEOID03.
 DA0166
 DA0166;                    North         East    Units  Estimated Accuracy
 DA0166;SPC AZ C     -   189,880.      184,610.      MT  (+/- 180 meters Scaled)
 DA0166
 DA0166                          SUPERSEDED SURVEY CONTROL
 DA0166
 DA0166  NGVD 29 (??/??/92)  605.082  (m)         1985.17   (f) ADJ UNCH    2 0
 DA0166
 DA0166.Superseded values are not recommended for survey control.
 DA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0166.See file dsdata.txt to determine how the superseded data were derived.
 DA0166
 DA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB853200(NAD 83)
 DA0166_MARKER: B = BOLT
 DA0166_SETTING: 0 = UNSPECIFIED SETTING
 DA0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0166
 DA0166  HISTORY     - Date     Condition        Report By
 DA0166  HISTORY     - UNK      MONUMENTED       USGS
 DA0166  HISTORY     - 1952     GOOD             NGS
 DA0166
 DA0166                          STATION DESCRIPTION
 DA0166
 DA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0166'38.4 MI SE FROM GELA BEND.
 DA0166'SAME TO REACH AS B.M. M 319, 73 FEET WEST OF THE CENTER LINE OF THE
 DA0166'ROAD, 58.8 FEET SOUTH OF THE BENCH MARK M 319, 3.3 FEET EAST OF A
 DA0166'NORTHSOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0111 ***********************************************************************
 CZ0111  DESIGNATION -  199
 CZ0111  PID         -  CZ0111
 CZ0111  STATE/COUNTY-  AZ/PIMA
 CZ0111  USGS QUAD   -  RINCON PEAK (1981)
 CZ0111
 CZ0111                         *CURRENT SURVEY CONTROL
 CZ0111  ___________________________________________________________________
 CZ0111* NAD 83(1986)-  32 00 07.     (N)    110 35 58.     (W)     SCALED    
 CZ0111* NAVD 88     -      1064.56   (+/-2cm)    3492.6    (feet)  VERTCON   
 CZ0111  ___________________________________________________________________
 CZ0111  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CZ0111  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0111
 CZ0111.The horizontal coordinates were scaled from a topographic map and have
 CZ0111.an estimated accuracy of +/- 6 seconds.
 CZ0111
 CZ0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0111.The vertical order pertains to the NGVD 29 superseded value.
 CZ0111
 CZ0111.The geoid height was determined by GEOID03.
 CZ0111
 CZ0111;                    North         East    Units  Estimated Accuracy
 CZ0111;SPC AZ C     -   111,840.      337,820.      MT  (+/- 180 meters Scaled)
 CZ0111
 CZ0111                          SUPERSEDED SURVEY CONTROL
 CZ0111
 CZ0111  NGVD 29 (??/??/92) 1063.813  (m)         3490.19   (f) ADJ UNCH    1 2
 CZ0111
 CZ0111.Superseded values are not recommended for survey control.
 CZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0111.See file dsdata.txt to determine how the superseded data were derived.
 CZ0111
 CZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA378407(NAD 83)
 CZ0111_MARKER: DD = SURVEY DISK
 CZ0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0111_SP_SET: CULVERT
 CZ0111_STAMPING: 199 H 1907
 CZ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0111
 CZ0111  HISTORY     - Date     Condition        Report By
 CZ0111  HISTORY     - 1907     MONUMENTED       USGS
 CZ0111  HISTORY     - 1952     GOOD             NGS
 CZ0111
 CZ0111                          STATION DESCRIPTION
 CZ0111
 CZ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0111'1 MI NW FROM PANTANO.
 CZ0111'1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE S.P.R.R.
 CZ0111'WATER TANK AT PANTANO, ABOUT 75 YARDS WEST OF BLOCK SIGNAL NUMBER
 CZ0111'1011.6, AT A LARGE ARCH CULVERT NUMBER 1011.56, AND IN THE TOP OF THE
 CZ0111'SOUTHWEST CONCRETE HEADWALL, 23.3 FEET SOUTHWEST, SLOPING DISTANCE, OF
 CZ0111'THE SOUTHWEST RAIL, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 CZ0111'HEADWALL, AND ABOUT 11 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0086 ***********************************************************************
 FS0086  DESIGNATION -  1992.29
 FS0086  PID         -  FS0086
 FS0086  STATE/COUNTY-  AZ/MOHAVE
 FS0086  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0086
 FS0086                         *CURRENT SURVEY CONTROL
 FS0086  ___________________________________________________________________
 FS0086* NAD 83(1986)-  35 52 29.     (N)    114 36 29.     (W)     SCALED    
 FS0086* NAVD 88     -       607.259  (meters)    1992.32   (feet)  POSTED    
 FS0086  ___________________________________________________________________
 FS0086  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0086  DYNAMIC HT  -         606.640 (meters)    1990.28  (feet)  COMP
 FS0086  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 FS0086
 FS0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0086
 FS0086.The horizontal coordinates were scaled from a topographic map and have
 FS0086.an estimated accuracy of +/- 6 seconds.
 FS0086
 FS0086.The orthometric height was determined by differential leveling
 FS0086.and adjusted by the  in 1992.
 FS0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0086.rate of 0.0 thru 1.0 mm/km.
 FS0086
 FS0086.The geoid height was determined by GEOID03.
 FS0086
 FS0086.The dynamic height is computed by dividing the NAVD 88
 FS0086.geopotential number by the normal gravity value computed on the
 FS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0086.degrees latitude (g = 980.6199 gals.).
 FS0086
 FS0086.The modeled gravity was interpolated from observed gravity values.
 FS0086
 FS0086;                    North         East    Units  Estimated Accuracy
 FS0086;SPC AZ W     -   540,970.      135,880.      MT  (+/- 180 meters Scaled)
 FS0086
 FS0086                          SUPERSEDED SURVEY CONTROL
 FS0086
 FS0086  NGVD 29 (??/??/92)  606.555  (m)         1990.01   (f) ADJ UNCH    1 1
 FS0086
 FS0086.Superseded values are not recommended for survey control.
 FS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0086.See file dsdata.txt to determine how the superseded data were derived.
 FS0086
 FS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV159726(NAD 83)
 FS0086_MARKER: DD = SURVEY DISK
 FS0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0086_SP_SET: CULVERT
 FS0086_STAMPING: 1992.29
 FS0086_MARK LOGO: BPR   
 FS0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0086
 FS0086  HISTORY     - Date     Condition        Report By
 FS0086  HISTORY     - UNK      MONUMENTED       BPR
 FS0086  HISTORY     - 1950     GOOD             NGS
 FS0086  HISTORY     - 1963     GOOD             NGS
 FS0086  HISTORY     - 1981     GOOD             NGS
 FS0086  HISTORY     - 19870519 GOOD             USPSQD
 FS0086
 FS0086                          STATION DESCRIPTION
 FS0086
 FS0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0086'14 MI SE FROM HOOVER DAM.
 FS0086'14.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0086'(ARIZONA) END OF HOOVER DAM, AT MILE POST 14, AT THE BASE OF A
 FS0086'ROCK CUT, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT, IN THE
 FS0086'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL, 13.9 FEET
 FS0086'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0086'HIGHWAY.
 FS0086
 FS0086                          STATION RECOVERY (1963)
 FS0086
 FS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0086'RECOVERED IN GOOD CONDITION.
 FS0086
 FS0086                          STATION RECOVERY (1981)
 FS0086
 FS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0086'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0086'OF HOOVER DAM, THENCE 6.05 KM (3.75 MI) SOUTHEAST ALONG THE OLD
 FS0086'HIGHWAY, AT THE BASE OF A ROCK CUT, IN TOP OF THE NORTH END OF THE
 FS0086'EAST HEADWALL OF A 18-INCH METAL PIPE CULVERT, 4.2 METERS (13.9 FT)
 FS0086'EAST OF THE CENTER OF THE OLD HIGHWAY.
 FS0086'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0086
 FS0086                          STATION RECOVERY (1987)
 FS0086
 FS0086'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0083 ***********************************************************************
 EU0083  DESIGNATION -  1996.25
 EU0083  PID         -  EU0083
 EU0083  STATE/COUNTY-  AZ/MOHAVE
 EU0083  USGS QUAD   -  YUCCA NW (1970)
 EU0083
 EU0083                         *CURRENT SURVEY CONTROL
 EU0083  ___________________________________________________________________
 EU0083* NAD 83(1986)-  34 55 09.     (N)    114 09 04.     (W)     SCALED    
 EU0083* NAVD 88     -       609.12   (+/-2cm)    1998.4    (feet)  VERTCON   
 EU0083  ___________________________________________________________________
 EU0083  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EU0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0083
 EU0083.The horizontal coordinates were scaled from a topographic map and have
 EU0083.an estimated accuracy of +/- 6 seconds.
 EU0083
 EU0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0083.The vertical order pertains to the NGVD 29 superseded value.
 EU0083
 EU0083.The geoid height was determined by GEOID03.
 EU0083
 EU0083;                    North         East    Units  Estimated Accuracy
 EU0083;SPC AZ W     -   434,700.      176,710.      MT  (+/- 180 meters Scaled)
 EU0083
 EU0083                          SUPERSEDED SURVEY CONTROL
 EU0083
 EU0083  NGVD 29 (??/??/??)  608.395  (m)         1996.04   (f) ADJUSTED    2 0
 EU0083
 EU0083.Superseded values are not recommended for survey control.
 EU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0083.See file dsdata.txt to determine how the superseded data were derived.
 EU0083
 EU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU602677(NAD 83)
 EU0083_MARKER: DD = SURVEY DISK
 EU0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0083_SP_SET: CULVERT
 EU0083_STAMPING: 1996.25 1531-45 1951
 EU0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0083
 EU0083  HISTORY     - Date     Condition        Report By
 EU0083  HISTORY     - 1951     MONUMENTED       AZHD
 EU0083  HISTORY     - 1961     GOOD             NGS
 EU0083  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0083  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0083
 EU0083                          STATION DESCRIPTION
 EU0083
 EU0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0083'3.8 MI NE FROM YUCCA.
 EU0083'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0083'THENCE 3.45 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP AND
 EU0083'APPROXIMATE CENTER OF THE EAST HEADWALL OF 70 FOOT CONCRETE BOX
 EU0083'CULVERT WITH 6 OPENINGS, 25 FEET EAST OF THE CENTER OF THE HIGHWAY,
 EU0083'AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0083
 EU0083                          STATION RECOVERY (1970)
 EU0083
 EU0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0083'MARK NOT FOUND.
 EU0083
 EU0083                          STATION RECOVERY (1981)
 EU0083
 EU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0083'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3820 ***********************************************************************
 AJ3820  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3820  DESIGNATION -  1AC1
 AJ3820  PID         -  AJ3820
 AJ3820  STATE/COUNTY-  AZ/MARICOPA
 AJ3820  USGS QUAD   -  FOWLER (1982)
 AJ3820
 AJ3820                         *CURRENT SURVEY CONTROL
 AJ3820  ___________________________________________________________________
 AJ3820* NAD 83(2007)-  33 22 38.18087(N)    112 12 09.32710(W)     ADJUSTED  
 AJ3820* NAVD 88     -       303.61   (meters)     996.1    (feet)  GPS OBS   
 AJ3820  ___________________________________________________________________
 AJ3820  EPOCH DATE  -        2007.00
 AJ3820  X           -  -2,014,794.271 (meters)                     COMP
 AJ3820  Y           -  -4,936,464.553 (meters)                     COMP
 AJ3820  Z           -   3,489,125.878 (meters)                     COMP
 AJ3820  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 AJ3820  ELLIP HEIGHT-         273.517 (meters)          (02/10/07) ADJUSTED
 AJ3820  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3820
 AJ3820  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3820  Type    PID    Designation                      North   East  Ellip
 AJ3820  -------------------------------------------------------------------
 AJ3820  NETWORK AJ3820 1AC1                              0.73   0.67   1.10
 AJ3820  -------------------------------------------------------------------
 AJ3820
 AJ3820.The horizontal coordinates were established by GPS observations
 AJ3820.and adjusted by the National Geodetic Survey in February 2007.
 AJ3820
 AJ3820.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3820.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3820.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3820.The epoch date for horizontal control is a decimal equivalence
 AJ3820.of Year/Month/Day.
 AJ3820
 AJ3820.The orthometric height was determined by GPS observations and a
 AJ3820.high-resolution geoid model.
 AJ3820.The orthometric height was determined by GPS observations and a
 AJ3820.high-resolution geoid model using precise GPS observation and
 AJ3820.processing techniques.
 AJ3820
 AJ3820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3820
 AJ3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3820
 AJ3820.The ellipsoidal height was determined by GPS observations
 AJ3820.and is referenced to NAD 83.
 AJ3820
 AJ3820.The geoid height was determined by GEOID03.
 AJ3820
 AJ3820;                    North         East     Units Scale Factor Converg.
 AJ3820;SPC AZ C     -   263,626.344   186,756.382   MT  0.99990872   -0 09 26.3
 AJ3820;SPC AZ C     -   864,915.83    612,717.79   iFT  0.99990872   -0 09 26.3
 AJ3820;UTM  12      - 3,693,758.586   388,136.256   MT  0.99975428   -0 39 42.0
 AJ3820
 AJ3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3820!SPC AZ C     -   0.99995706  x   0.99990872  =   0.99986579
 AJ3820!UTM  12      -   0.99995706  x   0.99975428  =   0.99971135
 AJ3820
 AJ3820                          SUPERSEDED SURVEY CONTROL
 AJ3820
 AJ3820  NAD 83(1992)-  33 22 38.18014(N)    112 12 09.32644(W) AD(       ) B
 AJ3820  ELLIP H (04/12/01)  273.542  (m)                       GP(       ) 3 2
 AJ3820
 AJ3820.Superseded values are not recommended for survey control.
 AJ3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3820.See file dsdata.txt to determine how the superseded data were derived.
 AJ3820
 AJ3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8813693759(NAD 83)
 AJ3820_MARKER: I = METAL ROD
 AJ3820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3820_STAMPING: 1AC1
 AJ3820_MARK LOGO: MCDOT 
 AJ3820_PROJECTION: FLUSH
 AJ3820_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3820+STABILITY: POSITION/ELEVATION WELL
 AJ3820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3820+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3820_ROD/PIPE-DEPTH:  5.6 meters
 AJ3820_SLEEVE-DEPTH  :  0.8 meters
 AJ3820
 AJ3820  HISTORY     - Date     Condition        Report By
 AJ3820  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3820  HISTORY     - 20050713 MARK NOT FOUND   MCDOT
 AJ3820  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 AJ3820
 AJ3820                          STATION DESCRIPTION
 AJ3820
 AJ3820'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3820'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF THE TOWN OF
 AJ3820'TOLLESON IN TOWNSHIP 1 SOUTH, RANGE 2 EAST, SECTION 6
 AJ3820'OWNERSHIP - MCDOT
 AJ3820'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 67TH
 AJ3820'AVENUE AT EXIT 137, DRIVE SOUTH ON 67TH AVENUE 5.8 MI (9.3 KM) TO THE
 AJ3820'INTERSECTION OF 67TH AVENUE AND BASELINE ROAD, THENCE TURN RIGHT
 AJ3820'(WEST) ONTO BASELINE ROAD AND DRIVE ABOUT 50 FT (15.2 M) AND PARK ON
 AJ3820'THE SHOULDER OF THE ROAD, THE MONUMENT IS LOCATED 43 FT (13.1 M) WEST
 AJ3820'OF THE CENTERLINE OF 67TH AVENUE AND 30 FT (9.1 M) SOUTH OF THE
 AJ3820'CENTERLINE OF BASELINE ROAD
 AJ3820'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3820'COMPRESSED ON A 18.5 FT (5.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3820'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3820'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AC1, SURROUNDED BY A
 AJ3820'CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3820'MARKER
 AJ3820'STATION TIES -
 AJ3820'43 FT (13.1 M) WEST OF THE CENTERLINE OF 67TH AVENUE
 AJ3820'30 FT (9.1 M) SOUTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3820'6 FT (1.8 M) NORTH OF A CONCRETE IRRIGATION DITCH
 AJ3820'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3820'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3820
 AJ3820                          STATION RECOVERY (2005)
 AJ3820
 AJ3820'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3820'THIS STATION IS GONE. IT WAS CONFIRMED BY TWO DIFFERENT PARTIES.
 AJ3820'BRIAN DALAGER
 AJ3820
 AJ3820                          STATION RECOVERY (2008)
 AJ3820
 AJ3820'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3820'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AJ3820'MARK. A ROAD HAS BEEN BUILT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3665 ***********************************************************************
 AJ3665  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3665  DESIGNATION -  1AE1
 AJ3665  PID         -  AJ3665
 AJ3665  STATE/COUNTY-  AZ/MARICOPA
 AJ3665  USGS QUAD   -  LONE BUTTE (1973)
 AJ3665
 AJ3665                         *CURRENT SURVEY CONTROL
 AJ3665  ___________________________________________________________________
 AJ3665* NAD 83(2007)-  33 22 13.92618(N)    112 06 00.67452(W)     ADJUSTED  
 AJ3665* NAVD 88     -       347.48   (meters)    1140.0    (feet)  GPS OBS   
 AJ3665  ___________________________________________________________________
 AJ3665  EPOCH DATE  -        2007.00
 AJ3665  X           -  -2,006,136.738 (meters)                     COMP
 AJ3665  Y           -  -4,940,472.664 (meters)                     COMP
 AJ3665  Z           -   3,488,526.076 (meters)                     COMP
 AJ3665  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AJ3665  ELLIP HEIGHT-         317.613 (meters)          (02/10/07) ADJUSTED
 AJ3665  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AJ3665
 AJ3665  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3665  Type    PID    Designation                      North   East  Ellip
 AJ3665  -------------------------------------------------------------------
 AJ3665  NETWORK AJ3665 1AE1                              0.88   0.82   1.31
 AJ3665  -------------------------------------------------------------------
 AJ3665
 AJ3665.The horizontal coordinates were established by GPS observations
 AJ3665.and adjusted by the National Geodetic Survey in February 2007.
 AJ3665
 AJ3665.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3665.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3665.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3665.The epoch date for horizontal control is a decimal equivalence
 AJ3665.of Year/Month/Day.
 AJ3665
 AJ3665.The orthometric height was determined by GPS observations and a
 AJ3665.high-resolution geoid model.
 AJ3665.The orthometric height was determined by GPS observations and a
 AJ3665.high-resolution geoid model using precise GPS observation and
 AJ3665.processing techniques.
 AJ3665
 AJ3665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3665
 AJ3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3665
 AJ3665.The ellipsoidal height was determined by GPS observations
 AJ3665.and is referenced to NAD 83.
 AJ3665
 AJ3665.The geoid height was determined by GEOID03.
 AJ3665
 AJ3665;                    North         East     Units Scale Factor Converg.
 AJ3665;SPC AZ C     -   262,857.688   196,283.144   MT  0.99990359   -0 06 03.4
 AJ3665;SPC AZ C     -   862,393.99    643,973.57   iFT  0.99990359   -0 06 03.4
 AJ3665;UTM  12      - 3,692,906.247   397,654.318   MT  0.99972914   -0 36 18.8
 AJ3665
 AJ3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3665!SPC AZ C     -   0.99995014  x   0.99990359  =   0.99985373
 AJ3665!UTM  12      -   0.99995014  x   0.99972914  =   0.99967929
 AJ3665
 AJ3665                          SUPERSEDED SURVEY CONTROL
 AJ3665
 AJ3665  NAD 83(1992)-  33 22 13.92545(N)    112 06 00.67377(W) AD(       ) B
 AJ3665  ELLIP H (04/12/01)  317.644  (m)                       GP(       ) 3 2
 AJ3665
 AJ3665.Superseded values are not recommended for survey control.
 AJ3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3665.See file dsdata.txt to determine how the superseded data were derived.
 AJ3665
 AJ3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9765492906(NAD 83)
 AJ3665_MARKER: I = METAL ROD
 AJ3665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3665_STAMPING: 1AE1 1999
 AJ3665_MARK LOGO: MCDOT 
 AJ3665_PROJECTION: FLUSH
 AJ3665_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3665+STABILITY: POSITION/ELEVATION WELL
 AJ3665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3665+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3665_ROD/PIPE-DEPTH: 22.6 meters
 AJ3665_SLEEVE-DEPTH  :  0.8 meters
 AJ3665
 AJ3665  HISTORY     - Date     Condition        Report By
 AJ3665  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3665  HISTORY     - 20050520 MARK NOT FOUND   MCDOT
 AJ3665  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 AJ3665
 AJ3665                          STATION DESCRIPTION
 AJ3665
 AJ3665'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3665'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX 1.25 NORTH OF SOUTH
 AJ3665'MOUNTAIN PARK, TOWNSHIP 01 SOUTH, RANGE 03 EAST, SECTION 06
 AJ3665'OWNERSHIP - PRIVATE
 AJ3665'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND 19TH AVENUE (EXIT
 AJ3665'197) , DRIVE SOUTH 4.0 MI (6.4 KM) ON 19TH AVENUE TO THE STATION ON
 AJ3665'THE NORTHEAST CORNER AS DESCRIBED
 AJ3665'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3665'COMPRESSED ON A 74 FOOT (22.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3665'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3665'WITH A COUNTY LOGO ACCESS COVER STAMPED 1AE1 1999, SURROUNDED WITH A
 AJ3665'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3665'MARKER
 AJ3665'STATION TIES
 AJ3665'38.0 FEET (11.6 M) EAST OF THE EAST EDGE OF PAVEMENT ON 19TH AVE
 AJ3665'8.0 FEET (2.4 M) NORTH OF THE NORTH EDGE OF THE IRRIGATION DITCH ON
 AJ3665'THE NORTH SIDE AND PARALLELING SOUTH MOUNTAIN AVE
 AJ3665'9 FT (2.7 M) EAST OF THE EAST EDGE OF LARGE DIRT IRRIGATION CANAL ON
 AJ3665'THE EAST SIDE AND PARALLELING 19TH AVENUE
 AJ3665' 
 AJ3665'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3665'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3665
 AJ3665                          STATION RECOVERY (2005)
 AJ3665
 AJ3665'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3665'AFTER NUMEROUS SEARCHES THE MONUMENT COULD NOT BE FOUND. MAJOR
 AJ3665'CONSTRUCTION HAS HAPPENED RECENTLY IN THE AREA.
 AJ3665' 
 AJ3665
 AJ3665                          STATION RECOVERY (2007)
 AJ3665
 AJ3665'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3665'THE PROPERTY AT THE DESCRIBED LOCATION HAS BEEN DEVELOPED AND IS NOW A
 AJ3665'LANDSCAPED BUFFER ZONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3663 ***********************************************************************
 AJ3663  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3663  DESIGNATION -  1AG2
 AJ3663  PID         -  AJ3663
 AJ3663  STATE/COUNTY-  AZ/MARICOPA
 AJ3663  USGS QUAD   -  TEMPE (1982)
 AJ3663
 AJ3663                         *CURRENT SURVEY CONTROL
 AJ3663  ___________________________________________________________________
 AJ3663* NAD 83(2007)-  33 22 30.10553(N)    111 59 19.74779(W)     ADJUSTED  
 AJ3663* NAVD 88     -       388.74   (meters)    1275.4    (feet)  GPS OBS   
 AJ3663  ___________________________________________________________________
 AJ3663  EPOCH DATE  -        2007.00
 AJ3663  X           -  -1,996,440.182 (meters)                     COMP
 AJ3663  Y           -  -4,944,140.514 (meters)                     COMP
 AJ3663  Z           -   3,488,965.121 (meters)                     COMP
 AJ3663  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AJ3663  ELLIP HEIGHT-         358.972 (meters)          (02/10/07) ADJUSTED
 AJ3663  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AJ3663
 AJ3663  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3663  Type    PID    Designation                      North   East  Ellip
 AJ3663  -------------------------------------------------------------------
 AJ3663  NETWORK AJ3663 1AG2                              0.74   0.71   1.22
 AJ3663  -------------------------------------------------------------------
 AJ3663
 AJ3663.The horizontal coordinates were established by GPS observations
 AJ3663.and adjusted by the National Geodetic Survey in February 2007.
 AJ3663
 AJ3663.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3663.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3663.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3663.The epoch date for horizontal control is a decimal equivalence
 AJ3663.of Year/Month/Day.
 AJ3663
 AJ3663.The orthometric height was determined by GPS observations and a
 AJ3663.high-resolution geoid model.
 AJ3663.The orthometric height was determined by GPS observations and a
 AJ3663.high-resolution geoid model using precise GPS observation and
 AJ3663.processing techniques.
 AJ3663
 AJ3663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3663
 AJ3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3663
 AJ3663.The ellipsoidal height was determined by GPS observations
 AJ3663.and is referenced to NAD 83.
 AJ3663
 AJ3663.The geoid height was determined by GEOID03.
 AJ3663
 AJ3663;                    North         East     Units Scale Factor Converg.
 AJ3663;SPC AZ C     -   263,343.384   206,646.490   MT  0.99990056   -0 02 22.9
 AJ3663;SPC AZ C     -   863,987.48    677,974.05   iFT  0.99990056   -0 02 22.9
 AJ3663;UTM  12      - 3,693,300.639   408,019.616   MT  0.99970431   -0 32 38.4
 AJ3663
 AJ3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3663!SPC AZ C     -   0.99994365  x   0.99990056  =   0.99984421
 AJ3663!UTM  12      -   0.99994365  x   0.99970431  =   0.99964797
 AJ3663
 AJ3663                          SUPERSEDED SURVEY CONTROL
 AJ3663
 AJ3663  NAD 83(1992)-  33 22 30.10482(N)    111 59 19.74692(W) AD(       ) B
 AJ3663  ELLIP H (04/12/01)  359.011  (m)                       GP(       ) 3 2
 AJ3663
 AJ3663.Superseded values are not recommended for survey control.
 AJ3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3663.See file dsdata.txt to determine how the superseded data were derived.
 AJ3663
 AJ3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0802093301(NAD 83)
 AJ3663_MARKER: I = METAL ROD
 AJ3663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3663+WITH SETTING: INFORMATION.
 AJ3663_STAMPING: 1AG2 1999
 AJ3663_MARK LOGO: MCDOT 
 AJ3663_PROJECTION: FLUSH
 AJ3663_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3663+STABILITY: POSITION/ELEVATION WELL
 AJ3663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3663+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3663_ROD/PIPE-DEPTH:  1.1 meters
 AJ3663_SLEEVE-DEPTH  :  0.8 meters
 AJ3663
 AJ3663  HISTORY     - Date     Condition        Report By
 AJ3663  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3663
 AJ3663                          STATION DESCRIPTION
 AJ3663
 AJ3663'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3663'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH,
 AJ3663'RANGE 04 EAST, SECTION 06
 AJ3663'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3663'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 40TH STREET (EXIT
 AJ3663'152), DRIVE SOUTH 2.0 MI (3.2 KM) ON 40TH STREET TO BASELINE ROAD,
 AJ3663'THENCE TURN LEFT (EAST) ONTO BASELINE ROAD AND DRIVE 0.3 MI (0.5 KM)
 AJ3663'TO A DIRT ACCESS ROAD ON THE LEFT (SOUTH) SIDE OF BASELINE ROAD ( SAID
 AJ3663'DIRT ROAD IS ALSO WEST OF HIGHLINE CANAL, THENCE TURN LEFT (SOUTH)
 AJ3663'ONTO THE DIRT ACCESS ROAD AND DRIVE SOUTHEASTERLY FOR 0.2 MI (0.3 KM)
 AJ3663'TO A DIRT TRAIL ON RIGHT (SOUTH) SIDE OF ROAD, THENCE TURN RIGHT
 AJ3663'(SOUTH) ONTO THE DIRT TRAIL AND DRIVE 300 FT (91.4 M) UPHILL TO THE
 AJ3663'TOP, PARK AND FIND THE STATION AS DESCRIBED
 AJ3663'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3663'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3663'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3663'WITH A COUNTY LOGO ACCESS COVER STAMPED 1AG2 1999, SURROUNDED WITH A
 AJ3663'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3663'MARKER
 AJ3663'STATION TIES
 AJ3663'6 FEET (1.8 M) NORTHEAST OF WHITE CARSONITE MARKER
 AJ3663'ON TOP OF SMALL HILL JUST NORTH OF FOUR BOULDERS
 AJ3663'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3663'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3662 ***********************************************************************
 AJ3662  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3662  DESIGNATION -  1AI1
 AJ3662  PID         -  AJ3662
 AJ3662  STATE/COUNTY-  AZ/MARICOPA
 AJ3662  USGS QUAD   -  TEMPE (1982)
 AJ3662
 AJ3662                         *CURRENT SURVEY CONTROL
 AJ3662  ___________________________________________________________________
 AJ3662* NAD 83(2007)-  33 23 06.46072(N)    111 53 23.12494(W)     ADJUSTED  
 AJ3662* NAVD 88     -       364.97   (meters)    1197.4    (feet)  GPS OBS   
 AJ3662  ___________________________________________________________________
 AJ3662  EPOCH DATE  -        2007.00
 AJ3662  X           -  -1,987,651.825 (meters)                     COMP
 AJ3662  Y           -  -4,946,994.586 (meters)                     COMP
 AJ3662  Z           -   3,489,887.361 (meters)                     COMP
 AJ3662  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AJ3662  ELLIP HEIGHT-         335.161 (meters)          (02/10/07) ADJUSTED
 AJ3662  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AJ3662
 AJ3662  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3662  Type    PID    Designation                      North   East  Ellip
 AJ3662  -------------------------------------------------------------------
 AJ3662  NETWORK AJ3662 1AI1                              0.63   0.53   1.04
 AJ3662  -------------------------------------------------------------------
 AJ3662
 AJ3662.The horizontal coordinates were established by GPS observations
 AJ3662.and adjusted by the National Geodetic Survey in February 2007.
 AJ3662
 AJ3662.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3662.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3662.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3662.The epoch date for horizontal control is a decimal equivalence
 AJ3662.of Year/Month/Day.
 AJ3662
 AJ3662.The orthometric height was determined by GPS observations and a
 AJ3662.high-resolution geoid model.
 AJ3662.The orthometric height was determined by GPS observations and a
 AJ3662.high-resolution geoid model using precise GPS observation and
 AJ3662.processing techniques.
 AJ3662
 AJ3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3662
 AJ3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3662
 AJ3662.The ellipsoidal height was determined by GPS observations
 AJ3662.and is referenced to NAD 83.
 AJ3662
 AJ3662.The geoid height was determined by GEOID03.
 AJ3662
 AJ3662;                    North         East     Units Scale Factor Converg.
 AJ3662;SPC AZ C     -   264,461.326   215,863.569   MT  0.99990008   +0 00 53.3
 AJ3662;SPC AZ C     -   867,655.27    708,213.81   iFT  0.99990008   +0 00 53.3
 AJ3662;UTM  12      - 3,694,337.187   417,244.278   MT  0.99968443   -0 29 22.7
 AJ3662
 AJ3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3662!SPC AZ C     -   0.99994738  x   0.99990008  =   0.99984747
 AJ3662!UTM  12      -   0.99994738  x   0.99968443  =   0.99963183
 AJ3662
 AJ3662                          SUPERSEDED SURVEY CONTROL
 AJ3662
 AJ3662  NAD 83(1992)-  33 23 06.45993(N)    111 53 23.12401(W) AD(       ) B
 AJ3662  ELLIP H (04/12/01)  335.198  (m)                       GP(       ) 3 2
 AJ3662
 AJ3662.Superseded values are not recommended for survey control.
 AJ3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3662.See file dsdata.txt to determine how the superseded data were derived.
 AJ3662
 AJ3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1724494337(NAD 83)
 AJ3662_MARKER: I = METAL ROD
 AJ3662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3662_STAMPING: 1AI1 1999
 AJ3662_MARK LOGO: MCDOT 
 AJ3662_PROJECTION: FLUSH
 AJ3662_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3662+STABILITY: POSITION/ELEVATION WELL
 AJ3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3662+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3662_ROD/PIPE-DEPTH:  7.0 meters
 AJ3662_SLEEVE-DEPTH  :  0.8 meters
 AJ3662
 AJ3662  HISTORY     - Date     Condition        Report By
 AJ3662  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3662  HISTORY     - 20070719 GOOD             GEOCAC
 AJ3662
 AJ3662                          STATION DESCRIPTION
 AJ3662
 AJ3662'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3662'THE STATION IS LOCATED WITHIN THE CITY OF TEMPE, TOWNSHIP 01 NORTH,
 AJ3662'RANGE 05 EAST, SECTION 31
 AJ3662'OWNERSHIP - ADOT
 AJ3662'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND COUNTRY CLUB ROAD
 AJ3662'(EXIT 179) , DRIVE SOUTH ON COUNTRY CLUB ROAD 1.0 MI (1.6 KM) TO
 AJ3662'BASELINE ROAD THENCE, TURN RIGHT (WEST) ONTO BASELINE ROAD AND DRIVE
 AJ3662'3.0 MI (4.8 KM) TO US 101 NORTHBOUND FRONTAGE ROAD (EAST SIDE OF US
 AJ3662'101), THENCE TURN RIGHT (NORTH) ONTO THE NORTHBOUND FRONTAGE ROAD AND
 AJ3662'DRIVE TO A CURB CUT ON THE RIGHT (EAST) SIDE OF THE NORTHBOUND
 AJ3662'FRONTAGE ROAD JUST BEFORE THE FIRST OVERHEAD RAMP (US 101 NORTH TO
 AJ3662'I-60 EAST) THENCE, TURN RIGHT (EAST) ONTO THE CURB CUT AND DRIVE
 AJ3662'NORTHERLY (ON THE DIRT) TO AN OPEN AREA MIDWAY BETWEEN THE TWO RAMPS
 AJ3662'(US 101 NORTH AND US 101 SOUTH TO I-60 EAST) , PARK AND WALK TO THE
 AJ3662'STATION AS DESCRIBED
 AJ3662'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3662'COMPRESSED ON A 23.0 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3662'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3662'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AI1 1999, SURROUNDED
 AJ3662'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3662'CARSONITE MARKER
 AJ3662'STATION TIES
 AJ3662'79 FT (24.1 M) EAST OF THE SIDEWALK AT THE EAST EDGE OF THE NORTH
 AJ3662'BOUND FRONTAGE ROAD
 AJ3662'24.0 FT (7.3 M) NORTHEAST OF SIGN (STATE PROPERTY NO TRESPASSING)
 AJ3662'5.3 FT (1.6 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3662'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3662'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3662
 AJ3662                          STATION RECOVERY (2007)
 AJ3662
 AJ3662'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3662'THE AREA OF THE MARK HAS BEEN FENCED OFF, AND IS BEHIND A LOCKED GATE.
 AJ3662'ACCESS ARRANGEMENTS WILL BE REQUIRED BEFORE OCCUPYING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3661 ***********************************************************************
 AJ3661  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3661  DESIGNATION -  1AK2
 AJ3661  PID         -  AJ3661
 AJ3661  STATE/COUNTY-  AZ/MARICOPA
 AJ3661  USGS QUAD   -  MESA (1982)
 AJ3661
 AJ3661                         *CURRENT SURVEY CONTROL
 AJ3661  ___________________________________________________________________
 AJ3661* NAD 83(2007)-  33 23 13.54721(N)    111 47 10.76172(W)     ADJUSTED  
 AJ3661* NAVD 88     -       375.71   (meters)    1232.6    (feet)  GPS OBS   
 AJ3661  ___________________________________________________________________
 AJ3661  EPOCH DATE  -        2007.00
 AJ3661  X           -  -1,978,676.682 (meters)                     COMP
 AJ3661  Y           -  -4,950,471.542 (meters)                     COMP
 AJ3661  Z           -   3,490,075.588 (meters)                     COMP
 AJ3661  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AJ3661  ELLIP HEIGHT-         345.918 (meters)          (02/10/07) ADJUSTED
 AJ3661  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3661
 AJ3661  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3661  Type    PID    Designation                      North   East  Ellip
 AJ3661  -------------------------------------------------------------------
 AJ3661  NETWORK AJ3661 1AK2                              0.71   0.69   1.16
 AJ3661  -------------------------------------------------------------------
 AJ3661
 AJ3661.The horizontal coordinates were established by GPS observations
 AJ3661.and adjusted by the National Geodetic Survey in February 2007.
 AJ3661
 AJ3661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3661.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3661.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3661.The epoch date for horizontal control is a decimal equivalence
 AJ3661.of Year/Month/Day.
 AJ3661
 AJ3661.The orthometric height was determined by GPS observations and a
 AJ3661.high-resolution geoid model.
 AJ3661.The orthometric height was determined by GPS observations and a
 AJ3661.high-resolution geoid model using precise GPS observation and
 AJ3661.processing techniques.
 AJ3661
 AJ3661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3661
 AJ3661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3661
 AJ3661.The ellipsoidal height was determined by GPS observations
 AJ3661.and is referenced to NAD 83.
 AJ3661
 AJ3661.The geoid height was determined by GEOID03.
 AJ3661
 AJ3661;                    North         East     Units Scale Factor Converg.
 AJ3661;SPC AZ C     -   264,686.896   225,486.384   MT  0.99990181   +0 04 18.2
 AJ3661;SPC AZ C     -   868,395.33    739,784.72   iFT  0.99990181   +0 04 18.2
 AJ3661;UTM  12      - 3,694,477.997   426,866.534   MT  0.99966594   -0 25 57.8
 AJ3661
 AJ3661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3661!SPC AZ C     -   0.99994570  x   0.99990181  =   0.99984751
 AJ3661!UTM  12      -   0.99994570  x   0.99966594  =   0.99961165
 AJ3661
 AJ3661                          SUPERSEDED SURVEY CONTROL
 AJ3661
 AJ3661  NAD 83(1992)-  33 23 13.54640(N)    111 47 10.76071(W) AD(       ) B
 AJ3661  ELLIP H (04/12/01)  345.951  (m)                       GP(       ) 3 2
 AJ3661
 AJ3661.Superseded values are not recommended for survey control.
 AJ3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3661.See file dsdata.txt to determine how the superseded data were derived.
 AJ3661
 AJ3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2686794478(NAD 83)
 AJ3661_MARKER: I = METAL ROD
 AJ3661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3661_STAMPING: 1AK2 1999
 AJ3661_MARK LOGO: MCDOT 
 AJ3661_PROJECTION: FLUSH
 AJ3661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3661+STABILITY: POSITION/ELEVATION WELL
 AJ3661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3661+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3661_ROD/PIPE-DEPTH:  3.8 meters
 AJ3661_SLEEVE-DEPTH  :  0.8 meters
 AJ3661
 AJ3661  HISTORY     - Date     Condition        Report By
 AJ3661  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3661  HISTORY     - 20020101 MARK NOT FOUND   NGS
 AJ3661  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 AJ3661
 AJ3661                          STATION DESCRIPTION
 AJ3661
 AJ3661'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3661'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3661'RANGE 06 EAST, SECTION 31
 AJ3661'OWNERSHIP - ADOT
 AJ3661'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3661'182) , DRIVE NORTH ON GILBERT ROAD TO A POINT 30 FT (9.1 M) BEYOND THE
 AJ3661'WEST BOUND OFF RAMP AND TURN RIGHT (EAST) DRIVE OVER THE CURB INTO A
 AJ3661'LANDSCAPED AREA, THENCE DRIVE EAST APPROXIMATELY 700 FT (213.3 M) TO
 AJ3661'THE STATION AS DESCRIBED
 AJ3661'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3661'COMPRESSED ON A 12.5 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3661'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3661'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AK2 1999, SURROUNDED
 AJ3661'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3661'CARSONITE MARKER
 AJ3661'STATION TIES
 AJ3661'700 FT (213.4 M) EAST OF THE CONCRETE CURB AT THE EAST EDGE OF GILBERT
 AJ3661'ROAD
 AJ3661'145.0 FT (44.2 M) NORTH OF THE CONCRETE CURB ALONG THE NORTH EDGE OF
 AJ3661'THE WEST BOUND EXIT ON US 60
 AJ3661'62 FT (18.9 M) SOUTH OF THE SOUTH TOP OF BANK OF A 15 CONCRETE
 AJ3661'DRAINAGE CANAL JUST SOUTH OF THE US 60 NORTHERLY RIGHT OF WAY FENCE
 AJ3661'5.25 FT (1.60 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3661'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3661'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3661
 AJ3661                          STATION RECOVERY (2002)
 AJ3661
 AJ3661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DHM)
 AJ3661'THIS STATION WAS REPORTED AS LOST BY MARICOPA COUNTY DEPT. OF TRANS.
 AJ3661'PERSONNEL.  THE STATION IS CURRENTLY BURIED UNDER APPROXIMATELY 10+
 AJ3661'FEET OF SOIL DUE TO CONSTRUCTION OF A BERM (PRESUMABLY FOR NOISE
 AJ3661'CONTROL) ALONG HIGHWAY US 60.
 AJ3661
 AJ3661                          STATION RECOVERY (2008)
 AJ3661
 AJ3661'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3661'NO SIGN OF THE MARK AT THE CURRENT SURFACE LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3660 ***********************************************************************
 AJ3660  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3660  DESIGNATION -  1AM1
 AJ3660  PID         -  AJ3660
 AJ3660  STATE/COUNTY-  AZ/MARICOPA
 AJ3660  USGS QUAD   -  BUCKHORN (1982)
 AJ3660
 AJ3660                         *CURRENT SURVEY CONTROL
 AJ3660  ___________________________________________________________________
 AJ3660* NAD 83(2007)-  33 23 13.68711(N)    111 40 35.65489(W)     ADJUSTED  
 AJ3660* NAVD 88     -       423.63   (meters)    1389.9    (feet)  GPS OBS   
 AJ3660  ___________________________________________________________________
 AJ3660  EPOCH DATE  -        2007.00
 AJ3660  X           -  -1,969,204.229 (meters)                     COMP
 AJ3660  Y           -  -4,954,287.790 (meters)                     COMP
 AJ3660  Z           -   3,490,105.654 (meters)                     COMP
 AJ3660  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 AJ3660  ELLIP HEIGHT-         394.013 (meters)          (02/10/07) ADJUSTED
 AJ3660  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AJ3660
 AJ3660  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3660  Type    PID    Designation                      North   East  Ellip
 AJ3660  -------------------------------------------------------------------
 AJ3660  NETWORK AJ3660 1AM1                              0.71   0.71   1.12
 AJ3660  -------------------------------------------------------------------
 AJ3660
 AJ3660.The horizontal coordinates were established by GPS observations
 AJ3660.and adjusted by the National Geodetic Survey in February 2007.
 AJ3660
 AJ3660.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3660.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3660.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3660.The epoch date for horizontal control is a decimal equivalence
 AJ3660.of Year/Month/Day.
 AJ3660
 AJ3660.The orthometric height was determined by GPS observations and a
 AJ3660.high-resolution geoid model.
 AJ3660.The orthometric height was determined by GPS observations and a
 AJ3660.high-resolution geoid model using precise GPS observation and
 AJ3660.processing techniques.
 AJ3660
 AJ3660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3660
 AJ3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3660
 AJ3660.The ellipsoidal height was determined by GPS observations
 AJ3660.and is referenced to NAD 83.
 AJ3660
 AJ3660.The geoid height was determined by GEOID03.
 AJ3660
 AJ3660;                    North         East     Units Scale Factor Converg.
 AJ3660;SPC AZ C     -   264,709.370   235,697.020   MT  0.99990615   +0 07 55.6
 AJ3660;SPC AZ C     -   868,469.06    773,284.19   iFT  0.99990615   +0 07 55.6
 AJ3660;UTM  12      - 3,694,410.590   437,074.454   MT  0.99964882   -0 22 20.4
 AJ3660
 AJ3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3660!SPC AZ C     -   0.99993815  x   0.99990615  =   0.99984430
 AJ3660!UTM  12      -   0.99993815  x   0.99964882  =   0.99958699
 AJ3660
 AJ3660                          SUPERSEDED SURVEY CONTROL
 AJ3660
 AJ3660  NAD 83(1992)-  33 23 13.68630(N)    111 40 35.65383(W) AD(       ) B
 AJ3660  ELLIP H (04/12/01)  394.045  (m)                       GP(       ) 3 2
 AJ3660
 AJ3660.Superseded values are not recommended for survey control.
 AJ3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3660.See file dsdata.txt to determine how the superseded data were derived.
 AJ3660
 AJ3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3707494411(NAD 83)
 AJ3660_MARKER: I = METAL ROD
 AJ3660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3660_STAMPING: 1AM1 1999
 AJ3660_MARK LOGO: MCDOT 
 AJ3660_PROJECTION: FLUSH
 AJ3660_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3660+STABILITY: POSITION/ELEVATION WELL
 AJ3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3660+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3660_ROD/PIPE-DEPTH:  7.0 meters
 AJ3660_SLEEVE-DEPTH  :  0.8 meters
 AJ3660
 AJ3660  HISTORY     - Date     Condition        Report By
 AJ3660  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3660  HISTORY     - 20051102 MARK NOT FOUND   MCDOT
 AJ3660  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 AJ3660
 AJ3660                          STATION DESCRIPTION
 AJ3660
 AJ3660'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3660'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3660'RANGE 07 EAST, SECTION 31
 AJ3660'OWNERSHIP - ADOT
 AJ3660'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3660'188) , DRIVE SOUTH ON POWER ROAD FOR 0.2 MI (0.3 KM) TO SUPERSTITION
 AJ3660'SPRINGS BLVD, THENCE TURN LEFT (EAST) ON SUPERSTITION BLVD AND DRIVE
 AJ3660'EASTERLY 0.3 MI (0.5 KM) TO THE INTERSECTION OF CLEARVIEW AVE, THENCE
 AJ3660'TURN LEFT (NORTH) ON CLEARVIEW AVE AND DRIVE NORTH 0.3 MI (0.5 KM)
 AJ3660'CROSSING THE US 60 FREEWAY TO A GATE IN A 4 FT HIGH CHAIN LINK FENCE
 AJ3660'ON THE RIGHT (EAST) SIDE OF THE CLEARVIEW, THENCE GO EAST PASSED THE
 AJ3660'GATE 0.1 MI (0.2 KM) PARALLELING THE US 60 TO THE STATION AND PARK, AT
 AJ3660'THIS LOCATION THE STATION IS SET IN LANDSCAPE GRAVEL IN THE TOP OF THE
 AJ3660'FREEWAY EMBANKMENT, THE STATION IS AS DESCRIBED
 AJ3660'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3660'COMPRESSED ON A 23 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3660'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3660'WITH A COUNTY LOGO ACCESS COVER STAMPED 1AM1 1999, SURROUNDED WITH A
 AJ3660'CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3660'STATION TIES
 AJ3660'0.5 MI (0.8 KM) WEST OF SOSSAMAN ON THE NORTH SIDE OF THE US 60
 AJ3660'FREEWAY
 AJ3660'0.1 MI (0.2 KM) EAST OF CLEARVIEW AVE ON THE ADOT ACCESS ROAD ON THE
 AJ3660'NORTH SIDE OF THE US 60 FREEWAY
 AJ3660'102 FEET (31.1 M) NORTHWEST OF A US 60 STREET LIGHT
 AJ3660'71 FEET (21.6 M) SOUTHEAST OF A TREE
 AJ3660'20 FEET (6.1 M) SOUTH OF SOUTH EDGE OF A CONCRETE DRAINAGE STRUCTURE
 AJ3660'20 FEET (6.1 M) NORTHWEST OF A FREEWAY SIGN FACING EAST STATING (EXIT
 AJ3660'188 WILLIAMS GATEWAY AZ STATE UNIVERSITY EAST HOSPITAL)
 AJ3660'3.3 FEET (1.0 M) SOUTH OF A WHITE CARSONITE MARKER
 AJ3660'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3660'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3660
 AJ3660                          STATION RECOVERY (2005)
 AJ3660
 AJ3660'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3660'AS REPORTED TO ME FROM RICK HILLMAN (TRANSPORTATION ENGINEERING SURVEY
 AJ3660'SPECIALIST) AT ADOT, THE EXPANSION OF THE FREEWAY HAS DESTROYED THE
 AJ3660'STATION.
 AJ3660' 
 AJ3660
 AJ3660                          STATION RECOVERY (2008)
 AJ3660
 AJ3660'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3660'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AJ3660'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3653 ***********************************************************************
 AJ3653  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3653  DESIGNATION -  1AO1
 AJ3653  PID         -  AJ3653
 AJ3653  STATE/COUNTY-  AZ/MARICOPA
 AJ3653  USGS QUAD   -  APACHE JUNCTION (1982)
 AJ3653
 AJ3653                         *CURRENT SURVEY CONTROL
 AJ3653  ___________________________________________________________________
 AJ3653* NAD 83(2007)-  33 22 46.53911(N)    111 34 51.05560(W)     ADJUSTED  
 AJ3653* NAVD 88     -       472.76   (meters)    1551.0    (feet)  GPS OBS   
 AJ3653  ___________________________________________________________________
 AJ3653  EPOCH DATE  -        2007.00
 AJ3653  X           -  -1,961,108.960 (meters)                     COMP
 AJ3653  Y           -  -4,958,037.023 (meters)                     COMP
 AJ3653  Z           -   3,489,434.343 (meters)                     COMP
 AJ3653  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 AJ3653  ELLIP HEIGHT-         443.321 (meters)          (02/10/07) ADJUSTED
 AJ3653  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3653
 AJ3653  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3653  Type    PID    Designation                      North   East  Ellip
 AJ3653  -------------------------------------------------------------------
 AJ3653  NETWORK AJ3653 1AO1                              0.57   0.55   0.90
 AJ3653  -------------------------------------------------------------------
 AJ3653
 AJ3653.The horizontal coordinates were established by GPS observations
 AJ3653.and adjusted by the National Geodetic Survey in February 2007.
 AJ3653
 AJ3653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3653.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3653.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3653.The epoch date for horizontal control is a decimal equivalence
 AJ3653.of Year/Month/Day.
 AJ3653
 AJ3653.The orthometric height was determined by GPS observations and a
 AJ3653.high-resolution geoid model.
 AJ3653.The orthometric height was determined by GPS observations and a
 AJ3653.high-resolution geoid model using precise GPS observation and
 AJ3653.processing techniques.
 AJ3653
 AJ3653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3653
 AJ3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3653
 AJ3653.The ellipsoidal height was determined by GPS observations
 AJ3653.and is referenced to NAD 83.
 AJ3653
 AJ3653.The geoid height was determined by GEOID03.
 AJ3653
 AJ3653;                    North         East     Units Scale Factor Converg.
 AJ3653;SPC AZ C     -   263,897.683   244,605.132   MT  0.99991203   +0 11 05.1
 AJ3653;SPC AZ C     -   865,806.05    802,510.28   iFT  0.99991203   +0 11 05.1
 AJ3653;UTM  12      - 3,693,520.751   445,972.700   MT  0.99963599   -0 19 10.5
 AJ3653
 AJ3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3653!SPC AZ C     -   0.99993041  x   0.99991203  =   0.99984244
 AJ3653!UTM  12      -   0.99993041  x   0.99963599  =   0.99956642
 AJ3653
 AJ3653                          SUPERSEDED SURVEY CONTROL
 AJ3653
 AJ3653  NAD 83(1992)-  33 22 46.53836(N)    111 34 51.05445(W) AD(       ) B
 AJ3653  ELLIP H (04/12/01)  443.352  (m)                       GP(       ) 3 2
 AJ3653
 AJ3653.Superseded values are not recommended for survey control.
 AJ3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3653.See file dsdata.txt to determine how the superseded data were derived.
 AJ3653
 AJ3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4597393521(NAD 83)
 AJ3653_MARKER: I = METAL ROD
 AJ3653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3653_STAMPING: 1AO1 1999
 AJ3653_MARK LOGO: MCDOT 
 AJ3653_PROJECTION: FLUSH
 AJ3653_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3653+STABILITY: POSITION/ELEVATION WELL
 AJ3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3653+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2007
 AJ3653_ROD/PIPE-DEPTH:  5.3 meters
 AJ3653_SLEEVE-DEPTH  :  0.8 meters
 AJ3653
 AJ3653  HISTORY     - Date     Condition        Report By
 AJ3653  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3653  HISTORY     - 20070220 GOOD             INDIV
 AJ3653  HISTORY     - 20070721 GOOD             MCDOT
 AJ3653  HISTORY     - 20070726 POOR             MCDOT
 AJ3653
 AJ3653                          STATION DESCRIPTION
 AJ3653
 AJ3653'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3653'THE STATION IS LOCATED WITHIN A NATURAL DESERT AREA WITHIN THE
 AJ3653'SOUTHEAST QUARTER OF SECTION 36 WITHIN A MARICOPA COUNTY ENCLAVE, WITH
 AJ3653'THE CITY OF MESA ON THREE SIDES, TOWNSHIP 01 NORTH, RANGE 07 EAST,
 AJ3653'SECTION 36
 AJ3653'OWNERSHIP - CITY OF MESA RIGHT OF WAY
 AJ3653'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SIGNAL BUTTE ROAD
 AJ3653'(EXIT 193) , DRIVE SOUTH ON SIGNAL BUTTE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3653'BASELINE ROAD, THENCE TURN LEFT (EAST) AND DRIVE 1.0 MI (1.6 KM) TO
 AJ3653'MERIDIAN ROAD, THENCE TURN LEFT (NORTH) DRIVE ABOUT 325 FT (99.1 M)
 AJ3653'AND PARK, WALK WEST 61 FT (18.6 M) FROM THE CENTERLINE OF MERIDIAN
 AJ3653'ROAD, TO THE STATION AS DESCRIBED
 AJ3653'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3653'COMPRESSED ON A 14.0 FOOT (4.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3653'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3653'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1AO1 1999, SURROUNDED
 AJ3653'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3653'CARSONITE MARKER
 AJ3653'STATION TIES
 AJ3653'325 FT (99.1 M) NORTH FROM THE CENTERLINE OF BASELINE ROAD
 AJ3653'100 FT (30.5 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE WIRE FENCE
 AJ3653'SURROUNDING A HOLE LOCATED NORTHWEST OF THE INTERSECTION OF BASELINE
 AJ3653'ROAD AND MERIDIAN ROAD
 AJ3653'61 FT (18.6 M) WEST FROM THE CENTERLINE OF MERIDIAN ROAD
 AJ3653'4.0 FT (1.2 M) EAST OF A WHITE CARSONITE MARKER
 AJ3653'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3653'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3653
 AJ3653                          STATION RECOVERY (2007)
 AJ3653
 AJ3653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JR)
 AJ3653'RECOVERED IN GOOD CONDITION.
 AJ3653
 AJ3653                          STATION RECOVERY (2007)
 AJ3653
 AJ3653'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3653'FOUND THE MONUMENT IS GOOD CONDITION HOWEVER THE DATA SUGGESTS THAT IT
 AJ3653'IS SUBSIDING RELATIVE TO 1CM1 AND 1CO1 BY 0.17 TO 0.22 FEET.
 AJ3653
 AJ3653                          STATION RECOVERY (2007)
 AJ3653
 AJ3653'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3653'SPOKE WITH BRIAN CONWAY AT THE ARIZONA DEPARTMENT OF WATER RESOURCES
 AJ3653'AND HE CONFIRMED THAT THE INSAR IMAGERY SHOWS SUBSIDENCE IN THIS AREA
 AJ3653'OF ABOUT 0.044' IN A 14 MONTH TIME PERIOD. PER OUR RTK SURVEY IT
 AJ3653'APPEARED TO HAVE SUBSIDED +/-0.20' FROM THE PUBLISHED ELLIPSOID
 AJ3653'HEIGHT.
 AJ3653' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3821 ***********************************************************************
 AJ3821  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3821  DESIGNATION -  1BB1
 AJ3821  PID         -  AJ3821
 AJ3821  STATE/COUNTY-  AZ/MARICOPA
 AJ3821  USGS QUAD   -  TOLLESON (1982)
 AJ3821
 AJ3821                         *CURRENT SURVEY CONTROL
 AJ3821  ___________________________________________________________________
 AJ3821* NAD 83(2007)-  33 25 35.61975(N)    112 15 23.78069(W)     ADJUSTED  
 AJ3821* NAVD 88     -       303.64   (meters)     996.2    (feet)  GPS OBS   
 AJ3821  ___________________________________________________________________
 AJ3821  EPOCH DATE  -        2007.00
 AJ3821  X           -  -2,018,307.224 (meters)                     COMP
 AJ3821  Y           -  -4,931,777.467 (meters)                     COMP
 AJ3821  Z           -   3,493,689.737 (meters)                     COMP
 AJ3821  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AJ3821  ELLIP HEIGHT-         273.372 (meters)          (02/10/07) ADJUSTED
 AJ3821  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AJ3821
 AJ3821  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3821  Type    PID    Designation                      North   East  Ellip
 AJ3821  -------------------------------------------------------------------
 AJ3821  NETWORK AJ3821 1BB1                              0.78   0.71   1.16
 AJ3821  -------------------------------------------------------------------
 AJ3821
 AJ3821.The horizontal coordinates were established by GPS observations
 AJ3821.and adjusted by the National Geodetic Survey in February 2007.
 AJ3821
 AJ3821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3821.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3821.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3821.The epoch date for horizontal control is a decimal equivalence
 AJ3821.of Year/Month/Day.
 AJ3821
 AJ3821.The orthometric height was determined by GPS observations and a
 AJ3821.high-resolution geoid model.
 AJ3821.The orthometric height was determined by GPS observations and a
 AJ3821.high-resolution geoid model using precise GPS observation and
 AJ3821.processing techniques.
 AJ3821
 AJ3821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3821
 AJ3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3821
 AJ3821.The ellipsoidal height was determined by GPS observations
 AJ3821.and is referenced to NAD 83.
 AJ3821
 AJ3821.The geoid height was determined by GEOID03.
 AJ3821
 AJ3821;                    North         East     Units Scale Factor Converg.
 AJ3821;SPC AZ C     -   269,107.613   181,748.436   MT  0.99991232   -0 11 14.1
 AJ3821;SPC AZ C     -   882,898.99    596,287.52   iFT  0.99991232   -0 11 14.1
 AJ3821;UTM  12      - 3,699,282.932   383,177.528   MT  0.99976826   -0 41 32.3
 AJ3821
 AJ3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3821!SPC AZ C     -   0.99995708  x   0.99991232  =   0.99986941
 AJ3821!UTM  12      -   0.99995708  x   0.99976826  =   0.99972535
 AJ3821
 AJ3821                          SUPERSEDED SURVEY CONTROL
 AJ3821
 AJ3821  NAD 83(1992)-  33 25 35.61904(N)    112 15 23.78006(W) AD(       ) B
 AJ3821  ELLIP H (04/12/01)  273.399  (m)                       GP(       ) 3 2
 AJ3821
 AJ3821.Superseded values are not recommended for survey control.
 AJ3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3821.See file dsdata.txt to determine how the superseded data were derived.
 AJ3821
 AJ3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8317899283(NAD 83)
 AJ3821_MARKER: I = METAL ROD
 AJ3821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3821_STAMPING: 1BB1 9/1999
 AJ3821_MARK LOGO: MCDOT 
 AJ3821_PROJECTION: FLUSH
 AJ3821_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3821+STABILITY: POSITION/ELEVATION WELL
 AJ3821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3821+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 AJ3821_ROD/PIPE-DEPTH:  5.5 meters
 AJ3821_SLEEVE-DEPTH  :  0.8 meters
 AJ3821
 AJ3821  HISTORY     - Date     Condition        Report By
 AJ3821  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3821  HISTORY     - 20061101 GOOD             EVANS
 AJ3821  HISTORY     - 20070710 GOOD             GEOCAC
 AJ3821
 AJ3821                          STATION DESCRIPTION
 AJ3821
 AJ3821'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3821'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE TOWN OF
 AJ3821'TOLLESON IN TOWNSHIP 1 NORTH, RANGE 1 EAST, SECTION 16
 AJ3821'OWNERSHIP - SRP
 AJ3821'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 91ST
 AJ3821'AVENUE AT EXIT 135, DRIVE SOUTH ON 91ST AVENUE 2.4 MI (3.9 KM) TO AN
 AJ3821'SRP SUBSTATION ON THE RIGHT (WEST) , THENCE TURN RIGHT (WEST) INTO THE
 AJ3821'SRP SUBSTATION PROPERTY AND DRIVE WEST ALONG THE NORTH SIDE OF THE
 AJ3821'CHAIN LINK FENCE ENCLOSURE OF THE SUBSTATION 320 FT (97.5 M) TO THE
 AJ3821'STATION AT THE NORTHWEST CORNER OF THE SRP CHAIN LINK FENCE ENCLOSURE
 AJ3821'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3821'COMPRESSED ON A 18.0 FT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3821'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3821'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1BB1 9/1999, SURROUNDED
 AJ3821'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3821'CARSONITE MARKER
 AJ3821'STATION TIES -
 AJ3821'21 FT (6.4 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CHAIN LINK
 AJ3821'FENCE CORNER OF THE SRP SUBSTATION
 AJ3821'5 FT (1.5 M) SOUTH OF CONCRETE OF IRRIGATION CANAL
 AJ3821'5 FT (1.5 M) EAST OF A 8 FT (2.4 M) WIDE DIRT CANAL
 AJ3821'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3821'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3821
 AJ3821                          STATION RECOVERY (2006)
 AJ3821
 AJ3821'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 AJ3821'RECOVERED AS DESCRIBED.
 AJ3821
 AJ3821                          STATION RECOVERY (2007)
 AJ3821
 AJ3821'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3666 ***********************************************************************
 AJ3666  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3666  DESIGNATION -  1BC1
 AJ3666  PID         -  AJ3666
 AJ3666  STATE/COUNTY-  AZ/MARICOPA
 AJ3666  USGS QUAD   -  FOWLER (1982)
 AJ3666
 AJ3666                         *CURRENT SURVEY CONTROL
 AJ3666  ___________________________________________________________________
 AJ3666* NAD 83(2007)-  33 25 59.45127(N)    112 11 44.80913(W)     ADJUSTED  
 AJ3666* NAVD 88     -       313.60   (meters)    1028.9    (feet)  GPS OBS   
 AJ3666  ___________________________________________________________________
 AJ3666  EPOCH DATE  -        2007.00
 AJ3666  X           -  -2,012,920.851 (meters)                     COMP
 AJ3666  Y           -  -4,933,550.567 (meters)                     COMP
 AJ3666  Z           -   3,494,308.061 (meters)                     COMP
 AJ3666  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AJ3666  ELLIP HEIGHT-         283.433 (meters)          (02/10/07) ADJUSTED
 AJ3666  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AJ3666
 AJ3666  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3666  Type    PID    Designation                      North   East  Ellip
 AJ3666  -------------------------------------------------------------------
 AJ3666  NETWORK AJ3666 1BC1                              0.82   0.73   1.18
 AJ3666  -------------------------------------------------------------------
 AJ3666
 AJ3666.The horizontal coordinates were established by GPS observations
 AJ3666.and adjusted by the National Geodetic Survey in February 2007.
 AJ3666
 AJ3666.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3666.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3666.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3666.The epoch date for horizontal control is a decimal equivalence
 AJ3666.of Year/Month/Day.
 AJ3666
 AJ3666.The orthometric height was determined by GPS observations and a
 AJ3666.high-resolution geoid model.
 AJ3666.The orthometric height was determined by GPS observations and a
 AJ3666.high-resolution geoid model using precise GPS observation and
 AJ3666.processing techniques.
 AJ3666
 AJ3666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3666
 AJ3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3666
 AJ3666.The ellipsoidal height was determined by GPS observations
 AJ3666.and is referenced to NAD 83.
 AJ3666
 AJ3666.The geoid height was determined by GEOID03.
 AJ3666
 AJ3666;                    North         East     Units Scale Factor Converg.
 AJ3666;SPC AZ C     -   269,824.934   187,406.696   MT  0.99990830   -0 09 13.6
 AJ3666;SPC AZ C     -   885,252.41    614,851.36   iFT  0.99990830   -0 09 13.6
 AJ3666;UTM  12      - 3,699,950.246   388,841.041   MT  0.99975234   -0 39 32.0
 AJ3666
 AJ3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3666!SPC AZ C     -   0.99995550  x   0.99990830  =   0.99986381
 AJ3666!UTM  12      -   0.99995550  x   0.99975234  =   0.99970786
 AJ3666
 AJ3666                          SUPERSEDED SURVEY CONTROL
 AJ3666
 AJ3666  NAD 83(1992)-  33 25 59.45056(N)    112 11 44.80846(W) AD(       ) B
 AJ3666  ELLIP H (04/12/01)  283.461  (m)                       GP(       ) 3 2
 AJ3666
 AJ3666.Superseded values are not recommended for survey control.
 AJ3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3666.See file dsdata.txt to determine how the superseded data were derived.
 AJ3666
 AJ3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8884199950(NAD 83)
 AJ3666_MARKER: I = METAL ROD
 AJ3666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3666_STAMPING: 1BC1 1999
 AJ3666_MARK LOGO: MCDOT 
 AJ3666_PROJECTION: FLUSH
 AJ3666_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3666+STABILITY: POSITION/ELEVATION WELL
 AJ3666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3666+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 AJ3666_ROD/PIPE-DEPTH:  4.6 meters
 AJ3666_SLEEVE-DEPTH  :  0.8 meters
 AJ3666
 AJ3666  HISTORY     - Date     Condition        Report By
 AJ3666  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3666  HISTORY     - 20080123 GOOD             GEOCAC
 AJ3666
 AJ3666                          STATION DESCRIPTION
 AJ3666
 AJ3666'DESCRIBED BY MARICOPA CO DOT 1999 (RB)
 AJ3666'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 NORTH,
 AJ3666'RANGE 02 EAST, SECTION 18
 AJ3666'OWNERSHIP - PRIVATE
 AJ3666'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 67TH AVENUE (EXIT
 AJ3666'137) , DRIVE SOUTH 2.0 MI (3.2 KM) ON 67TH AVENUE TO PIMA STREET,
 AJ3666'THENCE TURN LEFT (EAST)ON TO PIMA STREET AND DRIVE EAST  FOR 0.4 MI TO
 AJ3666'63RD DRIVE, THENCE TURN RIGHT (SOUTH) AND DRIVE 250 FT (76.2 M) TO
 AJ3666'SONORA STREET, THENCE TURN LEFT (EAST)AND DRIVE EAST ON SONORA STREET
 AJ3666'ABOUT 100 FT (30.5 M) TO 63RD AVENUE, THENCE TURN RIGHT (SOUTH) AND
 AJ3666'DRIVE SOUTH ALONG 63RD ABOUT 350 FT (106.7 M) AND PARK AT THE END OF
 AJ3666'THE DEVELOPED STREET, WALK ABOUT 40 FT (12.2 M) SOUTHWEST FROM THE END
 AJ3666'OF THE IMPROVED STREET, THE STATION IS SET IN TOP OF SHOULDER NEAR THE
 AJ3666'NORTHEAST CORNER OF A RETENTION BASIN, THE STATION IS AS DESCRIBED
 AJ3666'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3666'COMPRESSED ON A 15.0 FOOT (4.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3666'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3666'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1BC1 1999, SURROUNDED
 AJ3666'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3666'CARSONITE MARKER
 AJ3666'STATION TIES
 AJ3666'39.0 FEET (11.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AJ3666'INTERSECTION OF A WOOD FENCE WITH A BLOCK WALL, THE FENCES ARE FOR THE
 AJ3666'HOMES FACING WEST TO 63RD DR
 AJ3666'39.0 FEET (11.9 M) SOUTHWEST OF THE WEST END OF A TRAFFIC BARRIER
 AJ3666'LOCATED AT THE SOUTH END OF THE IMPROVED 63RD AVENUE
 AJ3666'4.9 FEET (1.5 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3666'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3666'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3666
 AJ3666                          STATION RECOVERY (2008)
 AJ3666
 AJ3666'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3666'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3668 ***********************************************************************
 AJ3668  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3668  DESIGNATION -  1BF1
 AJ3668  PID         -  AJ3668
 AJ3668  STATE/COUNTY-  AZ/MARICOPA
 AJ3668  USGS QUAD   -  PHOENIX (1982)
 AJ3668
 AJ3668                         *CURRENT SURVEY CONTROL
 AJ3668  ___________________________________________________________________
 AJ3668* NAD 83(2007)-  33 25 00.03564(N)    112 02 51.35595(W)     ADJUSTED  
 AJ3668* NAVD 88     -       332.95   (meters)    1092.4    (feet)  GPS OBS   
 AJ3668  ___________________________________________________________________
 AJ3668  EPOCH DATE  -        2007.00
 AJ3668  X           -  -2,000,539.408 (meters)                     COMP
 AJ3668  Y           -  -4,939,689.854 (meters)                     COMP
 AJ3668  Z           -   3,492,791.057 (meters)                     COMP
 AJ3668  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AJ3668  ELLIP HEIGHT-         303.115 (meters)          (02/10/07) ADJUSTED
 AJ3668  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3668
 AJ3668  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3668  Type    PID    Designation                      North   East  Ellip
 AJ3668  -------------------------------------------------------------------
 AJ3668  NETWORK AJ3668 1BF1                              0.74   0.69   1.20
 AJ3668  -------------------------------------------------------------------
 AJ3668
 AJ3668.The horizontal coordinates were established by GPS observations
 AJ3668.and adjusted by the National Geodetic Survey in February 2007.
 AJ3668
 AJ3668.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3668.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3668.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3668.The epoch date for horizontal control is a decimal equivalence
 AJ3668.of Year/Month/Day.
 AJ3668
 AJ3668.The orthometric height was determined by GPS observations and a
 AJ3668.high-resolution geoid model.
 AJ3668.The orthometric height was determined by GPS observations and a
 AJ3668.high-resolution geoid model using precise GPS observation and
 AJ3668.processing techniques.
 AJ3668
 AJ3668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3668
 AJ3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3668
 AJ3668.The ellipsoidal height was determined by GPS observations
 AJ3668.and is referenced to NAD 83.
 AJ3668
 AJ3668.The geoid height was determined by GEOID03.
 AJ3668
 AJ3668;                    North         East     Units Scale Factor Converg.
 AJ3668;SPC AZ C     -   267,967.420   201,183.016   MT  0.99990183   -0 04 19.6
 AJ3668;SPC AZ C     -   879,158.20    660,049.27   iFT  0.99990183   -0 04 19.6
 AJ3668;UTM  12      - 3,697,971.720   402,598.110   MT  0.99971696   -0 34 37.1
 AJ3668
 AJ3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3668!SPC AZ C     -   0.99995242  x   0.99990183  =   0.99985425
 AJ3668!UTM  12      -   0.99995242  x   0.99971696  =   0.99966939
 AJ3668
 AJ3668                          SUPERSEDED SURVEY CONTROL
 AJ3668
 AJ3668  NAD 83(1992)-  33 25 00.03497(N)    112 02 51.35510(W) AD(       ) B
 AJ3668  ELLIP H (04/12/01)  303.153  (m)                       GP(       ) 3 2
 AJ3668
 AJ3668.Superseded values are not recommended for survey control.
 AJ3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3668.See file dsdata.txt to determine how the superseded data were derived.
 AJ3668
 AJ3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0259897972(NAD 83)
 AJ3668_MARKER: I = METAL ROD
 AJ3668_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3668+WITH SETTING: INFORMATION.
 AJ3668_STAMPING: 1BF1 1999
 AJ3668_MARK LOGO: MCDOT 
 AJ3668_PROJECTION: FLUSH
 AJ3668_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3668+STABILITY: POSITION/ELEVATION WELL
 AJ3668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3668+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 AJ3668_ROD/PIPE-DEPTH:  1.1 meters
 AJ3668_SLEEVE-DEPTH  :  0.8 meters
 AJ3668
 AJ3668  HISTORY     - Date     Condition        Report By
 AJ3668  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3668  HISTORY     - 20051005 GOOD             EVANS
 AJ3668  HISTORY     - 20070710 GOOD             GEOCAC
 AJ3668
 AJ3668                          STATION DESCRIPTION
 AJ3668
 AJ3668'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3668'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 NORTH,
 AJ3668'RANGE 03 EAST, SECTION 21
 AJ3668'OWNERSHIP - CITY OF PHOENIX RIGHT OF WAY
 AJ3668'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND (EXIT 195A) , DRIVE
 AJ3668'SOUTH ON 16TH STREET FOR 0.8 MI (1.3 KM) TO VICTORY STREET, THENCE
 AJ3668'TURN RIGHT (WEST) ON VICTORY STREET FOR ONLY 50 FT TO A DRIVEWAY ON
 AJ3668'THE RIGHT (NORTH) SIDE OF VICTORY STREET, THENCE TURN RIGHT (NORTH)
 AJ3668'AND ENTER THE PARKING LOT AND PARK, HIKE NORTHEAST TO THE STATION SET
 AJ3668'IN THE TOP EDGE OF THE EMBANKMENT OF THE SOUTH BANK OF THE SALT RIVER,
 AJ3668'THE STATION IS AS DESCRIBED
 AJ3668'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3668'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3668'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3668'WITH A COUNTY LOGO ACCESS COVER STAMPED 1BF1 1999, SURROUNDED WITH A
 AJ3668'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3668'MARKER
 AJ3668'STATION TIES
 AJ3668'64 FEET (19.5 M) PERPENDICULAR FROM THE NORTHEAST EDGE OF THE DIAGONAL
 AJ3668'PORTION OF THE PARKING LOT
 AJ3668'52 FEET (15.8 M) WEST OF AND PARALLEL WITH THE WEST EDGE OF THE
 AJ3668'SIDEWALK ON THE WEST SIDE OF 16TH STREET
 AJ3668'52 FEET (15.8 M) WEST OF THE WEST EDGE OF THE SIDEWALK ON THE WEST
 AJ3668'SIDE OF 16TH STREET
 AJ3668'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3668'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3668
 AJ3668                          STATION RECOVERY (2005)
 AJ3668
 AJ3668'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JST)
 AJ3668'RECOVERED IN GOOD CONDITION.
 AJ3668
 AJ3668                          STATION RECOVERY (2007)
 AJ3668
 AJ3668'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3669 ***********************************************************************
 AJ3669  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3669  DESIGNATION -  1BH1
 AJ3669  PID         -  AJ3669
 AJ3669  STATE/COUNTY-  AZ/MARICOPA
 AJ3669  USGS QUAD   -  TEMPE (1982)
 AJ3669
 AJ3669                         *CURRENT SURVEY CONTROL
 AJ3669  ___________________________________________________________________
 AJ3669* NAD 83(2007)-  33 25 15.57109(N)    111 56 59.59673(W)     ADJUSTED  
 AJ3669* NAVD 88     -       351.87   (meters)    1154.4    (feet)  GPS OBS   
 AJ3669  ___________________________________________________________________
 AJ3669  EPOCH DATE  -        2007.00
 AJ3669  X           -  -1,992,019.858 (meters)                     COMP
 AJ3669  Y           -  -4,942,864.539 (meters)                     COMP
 AJ3669  Z           -   3,493,201.036 (meters)                     COMP
 AJ3669  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AJ3669  ELLIP HEIGHT-         322.113 (meters)          (02/10/07) ADJUSTED
 AJ3669  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AJ3669
 AJ3669  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3669  Type    PID    Designation                      North   East  Ellip
 AJ3669  -------------------------------------------------------------------
 AJ3669  NETWORK AJ3669 1BH1                              0.73   0.63   1.08
 AJ3669  -------------------------------------------------------------------
 AJ3669
 AJ3669.The horizontal coordinates were established by GPS observations
 AJ3669.and adjusted by the National Geodetic Survey in February 2007.
 AJ3669
 AJ3669.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3669.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3669.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3669.The epoch date for horizontal control is a decimal equivalence
 AJ3669.of Year/Month/Day.
 AJ3669
 AJ3669.The orthometric height was determined by GPS observations and a
 AJ3669.high-resolution geoid model.
 AJ3669.The orthometric height was determined by GPS observations and a
 AJ3669.high-resolution geoid model using precise GPS observation and
 AJ3669.processing techniques.
 AJ3669
 AJ3669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3669
 AJ3669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3669
 AJ3669.The ellipsoidal height was determined by GPS observations
 AJ3669.and is referenced to NAD 83.
 AJ3669
 AJ3669.The geoid height was determined by GEOID03.
 AJ3669
 AJ3669;                    North         East     Units Scale Factor Converg.
 AJ3669;SPC AZ C     -   268,438.832   210,270.498   MT  0.99990012   -0 01 05.9
 AJ3669;SPC AZ C     -   880,704.83    689,863.84   iFT  0.99990012   -0 01 05.9
 AJ3669;UTM  12      - 3,698,362.959   411,687.626   MT  0.99969615   -0 31 23.6
 AJ3669
 AJ3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3669!SPC AZ C     -   0.99994943  x   0.99990012  =   0.99984956
 AJ3669!UTM  12      -   0.99994943  x   0.99969615  =   0.99964560
 AJ3669
 AJ3669                          SUPERSEDED SURVEY CONTROL
 AJ3669
 AJ3669  NAD 83(1992)-  33 25 15.57040(N)    111 56 59.59589(W) AD(       ) B
 AJ3669  ELLIP H (04/12/01)  322.157  (m)                       GP(       ) 3 2
 AJ3669
 AJ3669.Superseded values are not recommended for survey control.
 AJ3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3669.See file dsdata.txt to determine how the superseded data were derived.
 AJ3669
 AJ3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1168898363(NAD 83)
 AJ3669_MARKER: I = METAL ROD
 AJ3669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3669_STAMPING: 1BH1 1999
 AJ3669_MARK LOGO: MCDOT 
 AJ3669_PROJECTION: FLUSH
 AJ3669_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3669+STABILITY: POSITION/ELEVATION WELL
 AJ3669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3669+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2007
 AJ3669_ROD/PIPE-DEPTH:  4.6 meters
 AJ3669_SLEEVE-DEPTH  :  0.8 meters
 AJ3669
 AJ3669  HISTORY     - Date     Condition        Report By
 AJ3669  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3669  HISTORY     - 20070705 GOOD             GEOCAC
 AJ3669
 AJ3669                          STATION DESCRIPTION
 AJ3669
 AJ3669'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3669'THE STATION IS LOCATED WITHIN THE CITY OF TEMPE, TOWNSHIP 01 NORTH,
 AJ3669'RANGE 04 EAST, SECTION 21
 AJ3669'OWNERSHIP - TEMPE RIGHT-OF-WAY
 AJ3669'TO REACH THE STATION FROM THE JUNCTION 143 (HOHOKAM FREEWAY) AND
 AJ3669'UNIVERSITY DRIVE (EXIT 1) , DRIVE EAST ON UNIVERSITY DRIVE 1.61 MI
 AJ3669'(2.59 KM) TO MC KEMY STREET, THENCE TURN RIGHT (SOUTH) ON MC KEMY AND
 AJ3669'DRIVE 225 FT (68.6 M) AND PARK WALK, LEFT (EAST) TO A NON PAVE AREA
 AJ3669'BETWEEN THE BACK OF CURB ON THE EAST SIDE OF MC KEMY AMD THE SIDEWALK
 AJ3669'EAST OF SAID CURB, THE STATION IS AS DESCRIBED
 AJ3669'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3669'COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3669'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3669'WITH A COUNTY LOGO ACCESS COVER STAMPED 1BH1 1999, SURROUNDED WITH A
 AJ3669'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3669'STATION TIES
 AJ3669'225 FEET (68.6 M) SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE ALONG
 AJ3669'THE EAST EDGE OF MC KEMY STREET
 AJ3669'3 FEET (0.9 M) WEST OF THE SIDEWALK ON THE EAST SIDE OF MC KEMY STREET
 AJ3669'3 FEET (0.9 M) EAST OF THE BACK OF CURB ON THE EAST SIDE OF MCKEMY
 AJ3669'STREET
 AJ3669'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3669'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3669
 AJ3669                          STATION RECOVERY (2007)
 AJ3669
 AJ3669'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3670 ***********************************************************************
 AJ3670  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3670  DESIGNATION -  1BJ1
 AJ3670  PID         -  AJ3670
 AJ3670  STATE/COUNTY-  AZ/MARICOPA
 AJ3670  USGS QUAD   -  MESA (1982)
 AJ3670
 AJ3670                         *CURRENT SURVEY CONTROL
 AJ3670  ___________________________________________________________________
 AJ3670* NAD 83(2007)-  33 25 18.28304(N)    111 50 12.09949(W)     ADJUSTED  
 AJ3670* NAVD 88     -       379.22   (meters)    1244.2    (feet)  GPS OBS   
 AJ3670  ___________________________________________________________________
 AJ3670  EPOCH DATE  -        2007.00
 AJ3670  X           -  -1,982,242.210 (meters)                     COMP
 AJ3670  Y           -  -4,946,768.788 (meters)                     COMP
 AJ3670  Z           -   3,493,285.832 (meters)                     COMP
 AJ3670  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ3670  ELLIP HEIGHT-         349.449 (meters)          (02/10/07) ADJUSTED
 AJ3670  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AJ3670
 AJ3670  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3670  Type    PID    Designation                      North   East  Ellip
 AJ3670  -------------------------------------------------------------------
 AJ3670  NETWORK AJ3670 1BJ1                              0.96   0.84   1.39
 AJ3670  -------------------------------------------------------------------
 AJ3670
 AJ3670.The horizontal coordinates were established by GPS observations
 AJ3670.and adjusted by the National Geodetic Survey in February 2007.
 AJ3670
 AJ3670.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3670.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3670.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3670.The epoch date for horizontal control is a decimal equivalence
 AJ3670.of Year/Month/Day.
 AJ3670
 AJ3670.The orthometric height was determined by GPS observations and a
 AJ3670.high-resolution geoid model.
 AJ3670.The orthometric height was determined by GPS observations and a
 AJ3670.high-resolution geoid model using precise GPS observation and
 AJ3670.processing techniques.
 AJ3670
 AJ3670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3670
 AJ3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3670
 AJ3670.The ellipsoidal height was determined by GPS observations
 AJ3670.and is referenced to NAD 83.
 AJ3670
 AJ3670.The geoid height was determined by GEOID03.
 AJ3670
 AJ3670;                    North         East     Units Scale Factor Converg.
 AJ3670;SPC AZ C     -   268,524.742   220,797.172   MT  0.99990068   +0 02 38.6
 AJ3670;SPC AZ C     -   880,986.69    724,400.17   iFT  0.99990068   +0 02 38.6
 AJ3670;UTM  12      - 3,698,356.101   422,212.384   MT  0.99967460   -0 27 39.1
 AJ3670
 AJ3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3670!SPC AZ C     -   0.99994514  x   0.99990068  =   0.99984583
 AJ3670!UTM  12      -   0.99994514  x   0.99967460  =   0.99961976
 AJ3670
 AJ3670                          SUPERSEDED SURVEY CONTROL
 AJ3670
 AJ3670  NAD 83(1992)-  33 25 18.28228(N)    111 50 12.09861(W) AD(       ) B
 AJ3670  ELLIP H (04/12/01)  349.489  (m)                       GP(       ) 3 2
 AJ3670
 AJ3670.Superseded values are not recommended for survey control.
 AJ3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3670.See file dsdata.txt to determine how the superseded data were derived.
 AJ3670
 AJ3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2221298356(NAD 83)
 AJ3670_MARKER: I = METAL ROD
 AJ3670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3670_STAMPING: 1BJ1 1999
 AJ3670_MARK LOGO: MCDOT 
 AJ3670_PROJECTION: FLUSH
 AJ3670_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3670+STABILITY: POSITION/ELEVATION WELL
 AJ3670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3670+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3670_ROD/PIPE-DEPTH:  6.9 meters
 AJ3670_SLEEVE-DEPTH  :  0.8 meters
 AJ3670
 AJ3670  HISTORY     - Date     Condition        Report By
 AJ3670  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3670  HISTORY     - 20070920 GOOD             GEOCAC
 AJ3670
 AJ3670                          STATION DESCRIPTION
 AJ3670
 AJ3670'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3670'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3670'RANGE 05 EAST, SECTION 22
 AJ3670'OWNERSHIP - CITY OF MESA RIGHT-OF-WAY
 AJ3670'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3670'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE 3.5 MI (5.6
 AJ3670'KM) TO UNIVERSITY DRIVE, TURN RIGHT (EAST) ON UNIVERSITY AND DRIVE 0.2
 AJ3670'MI (0.3 KM) TO N ROBSON, THENCE TURN RIGHT (SOUTH) ON N ROBSON AND
 AJ3670'DRIVE SOUTH FOR 225 FT (68.6 M) TO THE STATION IN THE MEDIAN AS
 AJ3670'DESCRIBED
 AJ3670'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3670'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3670'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3670'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1BJ1 1999, SURROUNDED
 AJ3670'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE
 AJ3670'MARKER
 AJ3670'STATION TIES
 AJ3670'225 FEET (68.6 M) SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE ALONG
 AJ3670'THE WEST EDGE OF MEDIAN OF ROBSON STREET AT THE BACK OF CURB TO THE
 AJ3670'STATION
 AJ3670'4.2 FEET (1.3 M) EAST OF THE WEST MEDIAN CURB OF ROBSON STREET
 AJ3670'7 FEET (2.1 M) NORTH OF THE BACK OF CURB ON THE SOUTH END OF THE
 AJ3670'MEDIAN
 AJ3670'4.2 FEET (1.3 M) EAST THE WEST CURB OF SAID MEDIAN
 AJ3670'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3670'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3670
 AJ3670                          STATION RECOVERY (2007)
 AJ3670
 AJ3670'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3671 ***********************************************************************
 AJ3671  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3671  DESIGNATION -  1BL1
 AJ3671  PID         -  AJ3671
 AJ3671  STATE/COUNTY-  AZ/MARICOPA
 AJ3671  USGS QUAD   -  BUCKHORN (1982)
 AJ3671
 AJ3671                         *CURRENT SURVEY CONTROL
 AJ3671  ___________________________________________________________________
 AJ3671* NAD 83(2007)-  33 25 16.21540(N)    111 44 11.72372(W)     ADJUSTED  
 AJ3671* NAVD 88     -       402.11   (meters)    1319.3    (feet)  GPS OBS   
 AJ3671  ___________________________________________________________________
 AJ3671  EPOCH DATE  -        2007.00
 AJ3671  X           -  -1,973,616.542 (meters)                     COMP
 AJ3671  Y           -  -4,950,274.942 (meters)                     COMP
 AJ3671  Z           -   3,493,245.332 (meters)                     COMP
 AJ3671  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ3671  ELLIP HEIGHT-         372.454 (meters)          (02/10/07) ADJUSTED
 AJ3671  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 AJ3671
 AJ3671  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3671  Type    PID    Designation                      North   East  Ellip
 AJ3671  -------------------------------------------------------------------
 AJ3671  NETWORK AJ3671 1BL1                              0.78   0.76   1.18
 AJ3671  -------------------------------------------------------------------
 AJ3671
 AJ3671.The horizontal coordinates were established by GPS observations
 AJ3671.and adjusted by the National Geodetic Survey in February 2007.
 AJ3671
 AJ3671.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3671.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3671.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3671.The epoch date for horizontal control is a decimal equivalence
 AJ3671.of Year/Month/Day.
 AJ3671
 AJ3671.The orthometric height was determined by GPS observations and a
 AJ3671.high-resolution geoid model.
 AJ3671.The orthometric height was determined by GPS observations and a
 AJ3671.high-resolution geoid model using precise GPS observation and
 AJ3671.processing techniques.
 AJ3671
 AJ3671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3671
 AJ3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3671
 AJ3671.The ellipsoidal height was determined by GPS observations
 AJ3671.and is referenced to NAD 83.
 AJ3671
 AJ3671.The geoid height was determined by GEOID03.
 AJ3671
 AJ3671;                    North         East     Units Scale Factor Converg.
 AJ3671;SPC AZ C     -   268,472.683   230,106.676   MT  0.99990346   +0 05 57.1
 AJ3671;SPC AZ C     -   880,815.89    754,943.16   iFT  0.99990346   +0 05 57.1
 AJ3671;UTM  12      - 3,698,222.038   431,518.872   MT  0.99965782   -0 24 20.6
 AJ3671
 AJ3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3671!SPC AZ C     -   0.99994153  x   0.99990346  =   0.99984500
 AJ3671!UTM  12      -   0.99994153  x   0.99965782  =   0.99959937
 AJ3671
 AJ3671                          SUPERSEDED SURVEY CONTROL
 AJ3671
 AJ3671  NAD 83(1992)-  33 25 16.21461(N)    111 44 11.72279(W) AD(       ) B
 AJ3671  ELLIP H (04/12/01)  372.495  (m)                       GP(       ) 3 2
 AJ3671
 AJ3671.Superseded values are not recommended for survey control.
 AJ3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3671.See file dsdata.txt to determine how the superseded data were derived.
 AJ3671
 AJ3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3151998222(NAD 83)
 AJ3671_MARKER: I = METAL ROD
 AJ3671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3671_STAMPING: 1BL1 1999
 AJ3671_MARK LOGO: MCDOT 
 AJ3671_PROJECTION: FLUSH
 AJ3671_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3671+STABILITY: POSITION/ELEVATION WELL
 AJ3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3671+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 AJ3671_ROD/PIPE-DEPTH:  8.4 meters
 AJ3671_SLEEVE-DEPTH  :  0.8 meters
 AJ3671
 AJ3671  HISTORY     - Date     Condition        Report By
 AJ3671  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3671  HISTORY     - 20061227 GOOD             GEOCAC
 AJ3671
 AJ3671                          STATION DESCRIPTION
 AJ3671
 AJ3671'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3671'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3671'RANGE 06 EAST, SECTION 21
 AJ3671'OWNERSHIP - CITY OF MESA RIGHT-OF-WAY
 AJ3671'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GREENFIELD RD
 AJ3671'(EXIT 185) , DRIVE NORTH ON GREENFIELD ROAD ABOUT 3.3 MI (5.3 KM) TO A
 AJ3671'DRIVE (CURB CVT) , TURN LEFT (WEST) ON TO UNDEVELOPED LAND, TURN RIGHT
 AJ3671'AND DRIVE NORTH, DRIVE ABOUT 350 FT (106.7 M) ALONG THE WEST EDGE OF
 AJ3671'GREENFIELD AND PARK, THE STATION IS SET IN THE WEST SIDE OF GREENFIELD
 AJ3671'ROAD, THE STATION IS SET AS DESCRIBED
 AJ3671'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3671'COMPRESSED ON A 22.0 FOOT (6.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3671'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3671'PIPE WITH AN ACCESS COVER STAMPED 1BL1 1999, SURROUNDED WITH A
 AJ3671'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3671'MARKER
 AJ3671'STATION TIES
 AJ3671'700 FEET (213.4 M) SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE
 AJ3671'56 FEET (17.1 M) WEST OF THE CENTERLINE OF GREENFIELD RD
 AJ3671'4 FEET (1.2 M) WEST OF THE WEST CURB OF GREENFIELD RD
 AJ3671'4.4 FT (1.3 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3671'7 FEET (2.1 M) NORTH OF THE BACK OF CURB ON THE SOUTH END OF THE
 AJ3671'MEDIAN, 4.2 FEET (1.3 M) EAST THE WEST CURB OF SAID MEDIAN
 AJ3671'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3671'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3671
 AJ3671                          STATION RECOVERY (2006)
 AJ3671
 AJ3671'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AJ3671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3672 ***********************************************************************
 AJ3672  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3672  DESIGNATION -  1BN1
 AJ3672  PID         -  AJ3672
 AJ3672  STATE/COUNTY-  AZ/MARICOPA
 AJ3672  USGS QUAD   -  BUCKHORN (1982)
 AJ3672
 AJ3672                         *CURRENT SURVEY CONTROL
 AJ3672  ___________________________________________________________________
 AJ3672* NAD 83(2007)-  33 25 18.76861(N)    111 37 59.88148(W)     ADJUSTED  
 AJ3672* NAVD 88     -       473.08   (meters)    1552.1    (feet)  GPS OBS   
 AJ3672  ___________________________________________________________________
 AJ3672  EPOCH DATE  -        2007.00
 AJ3672  X           -  -1,964,695.196 (meters)                     COMP
 AJ3672  Y           -  -4,953,839.756 (meters)                     COMP
 AJ3672  Z           -   3,493,350.189 (meters)                     COMP
 AJ3672  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AJ3672  ELLIP HEIGHT-         443.622 (meters)          (02/10/07) ADJUSTED
 AJ3672  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AJ3672
 AJ3672  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3672  Type    PID    Designation                      North   East  Ellip
 AJ3672  -------------------------------------------------------------------
 AJ3672  NETWORK AJ3672 1BN1                              0.61   0.61   0.92
 AJ3672  -------------------------------------------------------------------
 AJ3672
 AJ3672.The horizontal coordinates were established by GPS observations
 AJ3672.and adjusted by the National Geodetic Survey in February 2007.
 AJ3672
 AJ3672.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3672.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3672.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3672.The epoch date for horizontal control is a decimal equivalence
 AJ3672.of Year/Month/Day.
 AJ3672
 AJ3672.The orthometric height was determined by GPS observations and a
 AJ3672.high-resolution geoid model.
 AJ3672.The orthometric height was determined by GPS observations and a
 AJ3672.high-resolution geoid model using precise GPS observation and
 AJ3672.processing techniques.
 AJ3672
 AJ3672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3672
 AJ3672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3672
 AJ3672.The ellipsoidal height was determined by GPS observations
 AJ3672.and is referenced to NAD 83.
 AJ3672
 AJ3672.The geoid height was determined by GEOID03.
 AJ3672
 AJ3672;                    North         East     Units Scale Factor Converg.
 AJ3672;SPC AZ C     -   268,572.734   239,712.147   MT  0.99990856   +0 09 21.9
 AJ3672;SPC AZ C     -   881,144.14    786,457.18   iFT  0.99990856   +0 09 21.9
 AJ3672;UTM  12      - 3,698,237.436   441,122.395   MT  0.99964274   -0 20 55.8
 AJ3672
 AJ3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3672!SPC AZ C     -   0.99993036  x   0.99990856  =   0.99983893
 AJ3672!UTM  12      -   0.99993036  x   0.99964274  =   0.99957312
 AJ3672
 AJ3672                          SUPERSEDED SURVEY CONTROL
 AJ3672
 AJ3672  NAD 83(1992)-  33 25 18.76782(N)    111 37 59.88041(W) AD(       ) B
 AJ3672  ELLIP H (04/12/01)  443.655  (m)                       GP(       ) 3 2
 AJ3672
 AJ3672.Superseded values are not recommended for survey control.
 AJ3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3672.See file dsdata.txt to determine how the superseded data were derived.
 AJ3672
 AJ3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4112298237(NAD 83)
 AJ3672_MARKER: I = METAL ROD
 AJ3672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3672+WITH SETTING: INFORMATION.
 AJ3672_STAMPING: 1BN1 1999
 AJ3672_MARK LOGO: MCDOT 
 AJ3672_PROJECTION: FLUSH
 AJ3672_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3672+STABILITY: POSITION/ELEVATION WELL
 AJ3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3672+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 AJ3672_ROD/PIPE-DEPTH:  1.9 meters
 AJ3672_SLEEVE-DEPTH  :  0.8 meters
 AJ3672
 AJ3672  HISTORY     - Date     Condition        Report By
 AJ3672  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3672  HISTORY     - 20040313 GOOD             USPSQD
 AJ3672  HISTORY     - 20060421 MARK NOT FOUND   MCDOT
 AJ3672  HISTORY     - 20080516 MARK NOT FOUND   GEOCAC
 AJ3672
 AJ3672                          STATION DESCRIPTION
 AJ3672
 AJ3672'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3672'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3672'RANGE 07 EAST, SECTION 21
 AJ3672'OWNERSHIP - STATE OF ARIZONA
 AJ3672'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH RD (EXIT
 AJ3672'191) , DRIVE NORTH ON ELLSWORTH ROAD ABOUT 2.5 MI (4.0 KM) TO
 AJ3672'UNIVERSITY DRIVE AND THE STATION ON THE SOUTHWEST CORNER AS DESCRIBED
 AJ3672'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3672'COMPRESSED ON A 5.0 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3672'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3672'WITH THE ACCESS COVER STAMPED 1BN1 1999, SURROUNDED WITH A CONCRETE
 AJ3672'COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3672'STATION TIES
 AJ3672'157 FEET (47.9 M) WEST OF THE BACK OF THE WEST CURB OF GREENFIELD ROAD
 AJ3672'TO THE STATION
 AJ3672'139 FEET (42.4 M) SOUTH OF THE BACK OF THE SOUTH CURB OF UNIVERSITY
 AJ3672'DRIVE
 AJ3672'139 FEET (42.4 M) NORTH OF OVER HEAD POWER LINES RUNNING EAST WEST
 AJ3672'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3672'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3672
 AJ3672                          STATION RECOVERY (2004)
 AJ3672
 AJ3672'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 AJ3672'RECOVERED AS DESCRIBED
 AJ3672
 AJ3672                          STATION RECOVERY (2006)
 AJ3672
 AJ3672'RECOVERY NOTE BY MARICOPA CO DOT 2006 (BR)
 AJ3672'THE MONUMENT APPEARS TO BE DESTORIED.
 AJ3672'BRIAN DALAGER
 AJ3672
 AJ3672                          STATION RECOVERY (2008)
 AJ3672
 AJ3672'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3672'THE FACT THAT THE LISTED CO-ORDINATES ARE OFF BY SIX MILES IS ONLY
 AJ3672'OVERSHADOWED BY THE FACT THAT A BUILDING HAS BEEN BUILT AT THE
 AJ3672'DESCRIBED LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3830 ***********************************************************************
 AJ3830  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3830  DESIGNATION -  1CC1
 AJ3830  PID         -  AJ3830
 AJ3830  STATE/COUNTY-  AZ/MARICOPA
 AJ3830  USGS QUAD   -  FOWLER (1982)
 AJ3830
 AJ3830                         *CURRENT SURVEY CONTROL
 AJ3830  ___________________________________________________________________
 AJ3830* NAD 83(2007)-  33 27 48.46182(N)    112 12 18.04816(W)     ADJUSTED  
 AJ3830* NAVD 88     -       323.00   (meters)    1059.7    (feet)  GPS OBS   
 AJ3830  ___________________________________________________________________
 AJ3830  EPOCH DATE  -        2007.00
 AJ3830  X           -  -2,013,019.186 (meters)                     COMP
 AJ3830  Y           -  -4,931,519.422 (meters)                     COMP
 AJ3830  Z           -   3,497,115.641 (meters)                     COMP
 AJ3830  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AJ3830  ELLIP HEIGHT-         292.812 (meters)          (02/10/07) ADJUSTED
 AJ3830  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AJ3830
 AJ3830  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3830  Type    PID    Designation                      North   East  Ellip
 AJ3830  -------------------------------------------------------------------
 AJ3830  NETWORK AJ3830 1CC1                              0.74   0.67   1.10
 AJ3830  -------------------------------------------------------------------
 AJ3830
 AJ3830.The horizontal coordinates were established by GPS observations
 AJ3830.and adjusted by the National Geodetic Survey in February 2007.
 AJ3830
 AJ3830.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3830.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3830.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3830.The epoch date for horizontal control is a decimal equivalence
 AJ3830.of Year/Month/Day.
 AJ3830
 AJ3830.The orthometric height was determined by GPS observations and a
 AJ3830.high-resolution geoid model.
 AJ3830.The orthometric height was determined by GPS observations and a
 AJ3830.high-resolution geoid model using precise GPS observation and
 AJ3830.processing techniques.
 AJ3830
 AJ3830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3830
 AJ3830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3830
 AJ3830.The ellipsoidal height was determined by GPS observations
 AJ3830.and is referenced to NAD 83.
 AJ3830
 AJ3830.The geoid height was determined by GEOID03.
 AJ3830
 AJ3830;                    North         East     Units Scale Factor Converg.
 AJ3830;SPC AZ C     -   273,185.465   186,557.475   MT  0.99990885   -0 09 32.4
 AJ3830;SPC AZ C     -   896,277.77    612,065.21   iFT  0.99990885   -0 09 32.4
 AJ3830;UTM  12      - 3,703,317.614   388,021.618   MT  0.99975459   -0 39 52.3
 AJ3830
 AJ3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3830!SPC AZ C     -   0.99995403  x   0.99990885  =   0.99986289
 AJ3830!UTM  12      -   0.99995403  x   0.99975459  =   0.99970863
 AJ3830
 AJ3830                          SUPERSEDED SURVEY CONTROL
 AJ3830
 AJ3830  NAD 83(1992)-  33 27 48.46112(N)    112 12 18.04748(W) AD(       ) B
 AJ3830  ELLIP H (04/12/01)  292.841  (m)                       GP(       ) 3 2
 AJ3830
 AJ3830.Superseded values are not recommended for survey control.
 AJ3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3830.See file dsdata.txt to determine how the superseded data were derived.
 AJ3830
 AJ3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8802203318(NAD 83)
 AJ3830_MARKER: I = METAL ROD
 AJ3830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3830_STAMPING: 1CC1 1999
 AJ3830_MARK LOGO: MCDOT 
 AJ3830_PROJECTION: FLUSH
 AJ3830_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3830+STABILITY: POSITION/ELEVATION WELL
 AJ3830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3830+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3830_ROD/PIPE-DEPTH: 13.4 meters
 AJ3830_SLEEVE-DEPTH  :  0.8 meters
 AJ3830
 AJ3830  HISTORY     - Date     Condition        Report By
 AJ3830  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3830  HISTORY     - 20080411 GOOD             GEOCAC
 AJ3830
 AJ3830                          STATION DESCRIPTION
 AJ3830
 AJ3830'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3830'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF THE TOWN OF
 AJ3830'TOLLESON IN TOWNSHIP 1 NORTH, RANGE 2 EAST, SECTION 1
 AJ3830'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3830'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 67TH
 AJ3830'AVENUE AT EXIT 137, GET ON THE WESTBOUND ON-RAMP TO INTERSTATE 10 AND
 AJ3830'DRIVE 300 FT (91.4 M) TO AN UNMARKED GRAVEL ROAD ON THE RIGHT (NORTH)
 AJ3830', THENCE TURN RIGHT ONTO THE GRAVEL ROAD AND DRIVE NORTHWESTERLY ON
 AJ3830'THE GRAVEL ROAD 220 FT (67.1 M) TO THE STATION 40 FT (12.2 M) LEFT
 AJ3830'(SOUTH) OF CENTERLINE AT THE TOP OF A BERM
 AJ3830'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3830'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3830'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3830'WITH A COUNTY LOGO ACCESS COVER STAMPED 1CC1 1999, SURROUNDED WITH A
 AJ3830'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3830'MARKER
 AJ3830'STATION TIES -
 AJ3830'40 FT (12.2 M) SOUTH OF THE CENTERLINE OF A GRAVEL ACCESS ROAD
 AJ3830'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3830'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3830
 AJ3830                          STATION RECOVERY (2008)
 AJ3830
 AJ3830'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3673 ***********************************************************************
 AJ3673  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3673  DESIGNATION -  1CE4
 AJ3673  PID         -  AJ3673
 AJ3673  STATE/COUNTY-  AZ/MARICOPA
 AJ3673  USGS QUAD   -  PHOENIX (1982)
 AJ3673
 AJ3673                         *CURRENT SURVEY CONTROL
 AJ3673  ___________________________________________________________________
 AJ3673* NAD 83(2007)-  33 28 01.38475(N)    112 06 06.96251(W)     ADJUSTED  
 AJ3673* NAVD 88     -       330.87   (meters)    1085.5    (feet)  GPS OBS   
 AJ3673  ___________________________________________________________________
 AJ3673  EPOCH DATE  -        2007.00
 AJ3673  X           -  -2,004,063.699 (meters)                     COMP
 AJ3673  Y           -  -4,934,935.849 (meters)                     COMP
 AJ3673  Z           -   3,497,452.265 (meters)                     COMP
 AJ3673  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AJ3673  ELLIP HEIGHT-         300.917 (meters)          (02/10/07) ADJUSTED
 AJ3673  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AJ3673
 AJ3673  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3673  Type    PID    Designation                      North   East  Ellip
 AJ3673  -------------------------------------------------------------------
 AJ3673  NETWORK AJ3673 1CE4                              0.98   0.86   1.59
 AJ3673  -------------------------------------------------------------------
 AJ3673
 AJ3673.The horizontal coordinates were established by GPS observations
 AJ3673.and adjusted by the National Geodetic Survey in February 2007.
 AJ3673
 AJ3673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3673.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3673.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3673.The epoch date for horizontal control is a decimal equivalence
 AJ3673.of Year/Month/Day.
 AJ3673
 AJ3673.The orthometric height was determined by GPS observations and a
 AJ3673.high-resolution geoid model.
 AJ3673.The orthometric height was determined by GPS observations and a
 AJ3673.high-resolution geoid model using precise GPS observation and
 AJ3673.processing techniques.
 AJ3673
 AJ3673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3673
 AJ3673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3673
 AJ3673.The ellipsoidal height was determined by GPS observations
 AJ3673.and is referenced to NAD 83.
 AJ3673
 AJ3673.The geoid height was determined by GEOID03.
 AJ3673
 AJ3673;                    North         East     Units Scale Factor Converg.
 AJ3673;SPC AZ C     -   273,561.734   196,139.676   MT  0.99990365   -0 06 07.8
 AJ3673;SPC AZ C     -   897,512.25    643,502.87   iFT  0.99990365   -0 06 07.8
 AJ3673;UTM  12      - 3,703,609.274   397,605.191   MT  0.99972926   -0 36 27.8
 AJ3673
 AJ3673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3673!SPC AZ C     -   0.99995276  x   0.99990365  =   0.99985641
 AJ3673!UTM  12      -   0.99995276  x   0.99972926  =   0.99968203
 AJ3673
 AJ3673                          SUPERSEDED SURVEY CONTROL
 AJ3673
 AJ3673  NAD 83(1992)-  33 28 01.38410(N)    112 06 06.96164(W) AD(       ) B
 AJ3673  ELLIP H (04/12/01)  300.956  (m)                       GP(       ) 3 2
 AJ3673
 AJ3673.Superseded values are not recommended for survey control.
 AJ3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3673.See file dsdata.txt to determine how the superseded data were derived.
 AJ3673
 AJ3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9760503609(NAD 83)
 AJ3673_MARKER: I = METAL ROD
 AJ3673_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3673_STAMPING: 1CE4 1999
 AJ3673_MARK LOGO: MCDOT 
 AJ3673_PROJECTION: FLUSH
 AJ3673_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3673+STABILITY: POSITION/ELEVATION WELL
 AJ3673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3673+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ3673_ROD/PIPE-DEPTH:  8.0 meters
 AJ3673_SLEEVE-DEPTH  :  0.8 meters
 AJ3673
 AJ3673  HISTORY     - Date     Condition        Report By
 AJ3673  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3673  HISTORY     - 20060503 GOOD             DIBBLE
 AJ3673
 AJ3673                          STATION DESCRIPTION
 AJ3673
 AJ3673'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3673'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 02 NORTH,
 AJ3673'RANGE 02 EAST, SECTION 36
 AJ3673'OWNERSHIP - ADOT RIGHT-OF-WAY
 AJ3673'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 19TH AVENUE (EXIT
 AJ3673'143C) , DRIVE NORTH ABOUT 0.25 MI (0.40 KM) ON 19TH AVENUE, TO THE
 AJ3673'INTERSECTION OF MCDOWELL AND US60 AND TURN LEFT 90 DEGREES (WEST) ON
 AJ3673'MCDOWELL, THENCE DRIVE WEST ABOUT 240 FT (73.2 M) ON MCDOWELL RD TO A
 AJ3673'DRIVEWAY ON THE RIGHT (NORTH) SIDE OF THE ROAD, THENCE TURN RIGHT
 AJ3673'(NORTH) INTO DRIVEWAY AND PROCEED NORTHWESTERLY ABOUT 275 FT (83.8 M)
 AJ3673'AND PARK (KEEP AT LEAST 20 FT (6.1 M) OF CLEAR AREA BETWEEN THE EDGE
 AJ3673'OF RAILS AND THE NEAR EDGE OF THE VEHICLE), THENCE WALK ABOUT 275 FT
 AJ3673'(83.8 M) NORTHWESTERLY ACROSS TWO SETS OF RAILROAD TRACKS TO THE
 AJ3673'STATION IS AS DESCRIBED
 AJ3673'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3673'COMPRESSED ON A 26.3 FOOT (8.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3673'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3673'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1CE4 1999, SURROUNDED
 AJ3673'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3673'CARSONITE MARKER
 AJ3673'STATION TIES
 AJ3673'109.5 FT (33.4 M) EAST FROM THE MOST NORTHERN CORNER OF A 10 FT (3.0
 AJ3673'M) HIGH CHAIN LINK FENCE
 AJ3673'103.3 FT (31.5 M) SOUTHEAST OF A LARGE ADVERTISING SIGN (BILLBOARD)
 AJ3673'49.7 FT (15.1 M) NORTHWEST FROM AN OBLIQUE (SLIGHT) ANGLE IN THE 10 FT
 AJ3673'HIGH CHAIN LINK FENCE
 AJ3673'46.2 FT (14.1 M) PERPENDICULAR DISTANCE SOUTHWEST OF THE CENTERLINE OF
 AJ3673'THE NEAREST SET OF RR TRACKS NORTHEAST OF THE STATION SITE
 AJ3673'39.5 FT (12.0 M) PERPENDICULAR DISTANCE NORTHEAST FROM A TANGENT
 AJ3673'PORTION OF A 10 FT (3.0 M) HIGH PORTION OF CHAIN LINK FENCE
 AJ3673'9.0 FT (2.7 M) NORTHWEST FROM THE WHITE CARSONITE MARKER
 AJ3673'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3673'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3673
 AJ3673                          STATION RECOVERY (2006)
 AJ3673
 AJ3673'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 AJ3673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3674 ***********************************************************************
 AJ3674  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3674  DESIGNATION -  1CG1
 AJ3674  PID         -  AJ3674
 AJ3674  STATE/COUNTY-  AZ/MARICOPA
 AJ3674  USGS QUAD   -  TEMPE (1982)
 AJ3674
 AJ3674                         *CURRENT SURVEY CONTROL
 AJ3674  ___________________________________________________________________
 AJ3674* NAD 83(2007)-  33 27 49.01898(N)    111 59 56.59547(W)     ADJUSTED  
 AJ3674* NAVD 88     -       351.77   (meters)    1154.1    (feet)  GPS OBS   
 AJ3674  ___________________________________________________________________
 AJ3674  EPOCH DATE  -        2007.00
 AJ3674  X           -  -1,995,284.637 (meters)                     COMP
 AJ3674  Y           -  -4,938,737.469 (meters)                     COMP
 AJ3674  Z           -   3,497,146.053 (meters)                     COMP
 AJ3674  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AJ3674  ELLIP HEIGHT-         321.995 (meters)          (02/10/07) ADJUSTED
 AJ3674  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3674
 AJ3674  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3674  Type    PID    Designation                      North   East  Ellip
 AJ3674  -------------------------------------------------------------------
 AJ3674  NETWORK AJ3674 1CG1                              0.73   0.69   1.14
 AJ3674  -------------------------------------------------------------------
 AJ3674
 AJ3674.The horizontal coordinates were established by GPS observations
 AJ3674.and adjusted by the National Geodetic Survey in February 2007.
 AJ3674
 AJ3674.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3674.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3674.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3674.The epoch date for horizontal control is a decimal equivalence
 AJ3674.of Year/Month/Day.
 AJ3674
 AJ3674.The orthometric height was determined by GPS observations and a
 AJ3674.high-resolution geoid model.
 AJ3674.The orthometric height was determined by GPS observations and a
 AJ3674.high-resolution geoid model using precise GPS observation and
 AJ3674.processing techniques.
 AJ3674
 AJ3674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3674
 AJ3674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3674
 AJ3674.The ellipsoidal height was determined by GPS observations
 AJ3674.and is referenced to NAD 83.
 AJ3674
 AJ3674.The geoid height was determined by GEOID03.
 AJ3674
 AJ3674;                    North         East     Units Scale Factor Converg.
 AJ3674;SPC AZ C     -   273,168.476   205,701.895   MT  0.99990072   -0 02 43.5
 AJ3674;SPC AZ C     -   896,222.03    674,874.98   iFT  0.99990072   -0 02 43.5
 AJ3674;UTM  12      - 3,703,131.753   407,161.806   MT  0.99970626   -0 33 03.3
 AJ3674
 AJ3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3674!SPC AZ C     -   0.99994945  x   0.99990072  =   0.99985018
 AJ3674!UTM  12      -   0.99994945  x   0.99970626  =   0.99965573
 AJ3674
 AJ3674                          SUPERSEDED SURVEY CONTROL
 AJ3674
 AJ3674  NAD 83(1992)-  33 27 49.01836(N)    111 59 56.59458(W) AD(       ) B
 AJ3674  ELLIP H (04/12/01)  322.034  (m)                       GP(       ) 3 2
 AJ3674
 AJ3674.Superseded values are not recommended for survey control.
 AJ3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3674.See file dsdata.txt to determine how the superseded data were derived.
 AJ3674
 AJ3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0716203132(NAD 83)
 AJ3674_MARKER: I = METAL ROD
 AJ3674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3674_STAMPING: 1CG1 1999
 AJ3674_PROJECTION: FLUSH
 AJ3674_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3674+STABILITY: POSITION/ELEVATION WELL
 AJ3674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3674+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AJ3674_ROD/PIPE-DEPTH:  8.4 meters
 AJ3674_SLEEVE-DEPTH  :  0.8 meters
 AJ3674
 AJ3674  HISTORY     - Date     Condition        Report By
 AJ3674  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3674  HISTORY     - 20030618 GOOD             NGS
 AJ3674
 AJ3674                          STATION DESCRIPTION
 AJ3674
 AJ3674'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3674'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 NORTH,
 AJ3674'RANGE 03 EAST, SECTION 1
 AJ3674'OWNERSHIP - STATE OF ARIZONA
 AJ3674'TO REACH THE STATION FROM THE JUNCTION OF SR143 AND MCDOWELL ROAD,
 AJ3674'DRIVE WEST ON MCDOWELL 0.8 MI (1.3 KM) TO 40TH ST, THENCE CONTINUE
 AJ3674'WEST ABOUT 0.18 MI AND TURN LEFT (SOUTH) ON TO SOME UNDEVELOPED LAND,
 AJ3674'DRIVE SOUTH 0.15 MI (0.24 KM) ALONG THE EAST SIDE OF A CHAIN LINK
 AJ3674'FENCE, PARK NEAR THE CORNER OF THE CHAIN LINK FENCE, THE STATION IS AS
 AJ3674'DESCRIBED
 AJ3674'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3674'COMPRESSED ON A 22.0 FOOT (6.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3674'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3674'PIPE WITH AN ACCESS COVER STAMPED 1BF1 1999, SURROUNDED WITH A
 AJ3674'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3674'MARKER
 AJ3674'STATION TIES
 AJ3674'0.18 MI (0.29 KM) WEST OF 40TH ST
 AJ3674'0.15 MI (0.24 KM) SOUTH OF MCDOWELL ROAD
 AJ3674'6.0 FT (1.8 M) NORTH OF THE CHAIN LINK FENCE
 AJ3674'6.0 FT (1.8 M) WEST OF THE CHAIN LINK FENCE
 AJ3674'3.74 FT (1.14 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3674'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3674'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3674
 AJ3674                          STATION RECOVERY (2003)
 AJ3674
 AJ3674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AJ3674'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3675 ***********************************************************************
 AJ3675  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3675  DESIGNATION -  1CI1
 AJ3675  PID         -  AJ3675
 AJ3675  STATE/COUNTY-  AZ/MARICOPA
 AJ3675  USGS QUAD   -  TEMPE (1982)
 AJ3675
 AJ3675                         *CURRENT SURVEY CONTROL
 AJ3675  ___________________________________________________________________
 AJ3675* NAD 83(2007)-  33 27 55.08224(N)    111 53 31.24365(W)     ADJUSTED  
 AJ3675* NAVD 88     -       371.68   (meters)    1219.4    (feet)  GPS OBS   
 AJ3675  ___________________________________________________________________
 AJ3675  EPOCH DATE  -        2007.00
 AJ3675  X           -  -1,986,022.213 (meters)                     COMP
 AJ3675  Y           -  -4,942,376.362 (meters)                     COMP
 AJ3675  Z           -   3,497,312.891 (meters)                     COMP
 AJ3675  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AJ3675  ELLIP HEIGHT-         341.930 (meters)          (02/10/07) ADJUSTED
 AJ3675  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AJ3675
 AJ3675  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3675  Type    PID    Designation                      North   East  Ellip
 AJ3675  -------------------------------------------------------------------
 AJ3675  NETWORK AJ3675 1CI1                              0.76   0.65   1.04
 AJ3675  -------------------------------------------------------------------
 AJ3675
 AJ3675.The horizontal coordinates were established by GPS observations
 AJ3675.and adjusted by the National Geodetic Survey in February 2007.
 AJ3675
 AJ3675.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3675.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3675.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3675.The epoch date for horizontal control is a decimal equivalence
 AJ3675.of Year/Month/Day.
 AJ3675
 AJ3675.The orthometric height was determined by GPS observations and a
 AJ3675.high-resolution geoid model.
 AJ3675.The orthometric height was determined by GPS observations and a
 AJ3675.high-resolution geoid model using precise GPS observation and
 AJ3675.processing techniques.
 AJ3675
 AJ3675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3675
 AJ3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3675
 AJ3675.The ellipsoidal height was determined by GPS observations
 AJ3675.and is referenced to NAD 83.
 AJ3675
 AJ3675.The geoid height was determined by GEOID03.
 AJ3675
 AJ3675;                    North         East     Units Scale Factor Converg.
 AJ3675;SPC AZ C     -   273,352.497   215,651.647   MT  0.99990006   +0 00 48.9
 AJ3675;SPC AZ C     -   896,825.78    707,518.53   iFT  0.99990006   +0 00 48.9
 AJ3675;UTM  12      - 3,703,227.964   417,110.754   MT  0.99968470   -0 29 30.9
 AJ3675
 AJ3675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3675!SPC AZ C     -   0.99994632  x   0.99990006  =   0.99984639
 AJ3675!UTM  12      -   0.99994632  x   0.99968470  =   0.99963104
 AJ3675
 AJ3675                          SUPERSEDED SURVEY CONTROL
 AJ3675
 AJ3675  NAD 83(1992)-  33 27 55.08162(N)    111 53 31.24288(W) AD(       ) B
 AJ3675  ELLIP H (04/12/01)  341.980  (m)                       GP(       ) 3 2
 AJ3675
 AJ3675.Superseded values are not recommended for survey control.
 AJ3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3675.See file dsdata.txt to determine how the superseded data were derived.
 AJ3675
 AJ3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1711103228(NAD 83)
 AJ3675_MARKER: I = METAL ROD
 AJ3675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3675_STAMPING: 1CI1 1999
 AJ3675_PROJECTION: FLUSH
 AJ3675_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3675+STABILITY: POSITION/ELEVATION WELL
 AJ3675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3675+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2006
 AJ3675_ROD/PIPE-DEPTH:  7.6 meters
 AJ3675_SLEEVE-DEPTH  :  0.8 meters
 AJ3675
 AJ3675  HISTORY     - Date     Condition        Report By
 AJ3675  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3675  HISTORY     - 20061127 GOOD             GEOCAC
 AJ3675
 AJ3675                          STATION DESCRIPTION
 AJ3675
 AJ3675'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3675'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 01
 AJ3675'NORTH, RANGE 04 EAST, SECTION 1
 AJ3675'OWNERSHIP - STATE OF ARIZONA
 AJ3675'TO REACH THE STATION FROM THE JUNCTION OF SR 101 AND MCDOWELL ROAD,
 AJ3675'(EXIT 149) DRIVE WEST ON MCDOWELL FOR 0.14 MI (0.23 KM)TO THE STATION
 AJ3675'ON THE LEFT (SOUTH) AS DESCRIBED
 AJ3675'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3675'COMPRESSED ON A 20.0 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3675'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3675'PVC PIPE WITH AN ACCESS COVER STAMPED 1CI1 1999, SURROUNDED WITH A
 AJ3675'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3675'MARKER
 AJ3675'STATION TIES
 AJ3675'159 FT (48.5 M) NORTH OF A POWER POLE
 AJ3675'146.5 FT (44.7 M) SOUTH OF THE BACK OF SIDEWALK ALONG THE SOUTH SIDE
 AJ3675'OF MCDOWELL ROAD
 AJ3675'7.0 FT (2.1 M) WEST OF THE NORTH-SOUTH SIDEWALK
 AJ3675'3.7 FT (1.1 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3675'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3675'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3675
 AJ3675                          STATION RECOVERY (2006)
 AJ3675
 AJ3675'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 AJ3675'CONSTRUCTION IS GOING ON IN THE AREA, AND THE EXTENSION OF PIMA SOUTH
 AJ3675'OF MCDOWELL IS CLOSED
 AJ3675'OFF FOR A COUPLE OF BLOCKS, BUT THE MARK IS BEING TREATED
 AJ3675'RESPECTFULLY, DESPITE LOSS OF THE
 AJ3675'ACCESS COVER AND FLATTENING OF THE WITNESS POST.  A NEW SIDEWALK NOW
 AJ3675'RUNS NORTH-SOUTH PAST
 AJ3675'THE MARK.  ITS WEST EDGE IS NOW ABOUT TWO FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3676 ***********************************************************************
 AJ3676  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3676  DESIGNATION -  1CK1
 AJ3676  PID         -  AJ3676
 AJ3676  STATE/COUNTY-  AZ/MARICOPA
 AJ3676  USGS QUAD   -  MESA (1982)
 AJ3676
 AJ3676                         *CURRENT SURVEY CONTROL
 AJ3676  ___________________________________________________________________
 AJ3676* NAD 83(2007)-  33 27 49.71930(N)    111 47 09.71696(W)     ADJUSTED  
 AJ3676* NAVD 88     -       395.48   (meters)    1297.5    (feet)  GPS OBS   
 AJ3676  ___________________________________________________________________
 AJ3676  EPOCH DATE  -        2007.00
 AJ3676  X           -  -1,976,918.143 (meters)                     COMP
 AJ3676  Y           -  -4,946,144.529 (meters)                     COMP
 AJ3676  Z           -   3,497,188.203 (meters)                     COMP
 AJ3676  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AJ3676  ELLIP HEIGHT-         365.791 (meters)          (02/10/07) ADJUSTED
 AJ3676  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3676
 AJ3676  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3676  Type    PID    Designation                      North   East  Ellip
 AJ3676  -------------------------------------------------------------------
 AJ3676  NETWORK AJ3676 1CK1                              0.74   0.67   1.04
 AJ3676  -------------------------------------------------------------------
 AJ3676
 AJ3676.The horizontal coordinates were established by GPS observations
 AJ3676.and adjusted by the National Geodetic Survey in February 2007.
 AJ3676
 AJ3676.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3676.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3676.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3676.The epoch date for horizontal control is a decimal equivalence
 AJ3676.of Year/Month/Day.
 AJ3676
 AJ3676.The orthometric height was determined by GPS observations and a
 AJ3676.high-resolution geoid model.
 AJ3676.The orthometric height was determined by GPS observations and a
 AJ3676.high-resolution geoid model using precise GPS observation and
 AJ3676.processing techniques.
 AJ3676
 AJ3676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3676
 AJ3676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3676
 AJ3676.The ellipsoidal height was determined by GPS observations
 AJ3676.and is referenced to NAD 83.
 AJ3676
 AJ3676.The geoid height was determined by GEOID03.
 AJ3676
 AJ3676;                    North         East     Units Scale Factor Converg.
 AJ3676;SPC AZ C     -   273,194.647   225,502.699   MT  0.99990182   +0 04 19.3
 AJ3676;SPC AZ C     -   896,307.90    739,838.25   iFT  0.99990182   +0 04 19.3
 AJ3676;UTM  12      - 3,702,983.266   426,957.806   MT  0.99966577   -0 26 00.4
 AJ3676
 AJ3676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3676!SPC AZ C     -   0.99994258  x   0.99990182  =   0.99984440
 AJ3676!UTM  12      -   0.99994258  x   0.99966577  =   0.99960837
 AJ3676
 AJ3676                          SUPERSEDED SURVEY CONTROL
 AJ3676
 AJ3676  NAD 83(1992)-  33 27 49.71856(N)    111 47 09.71620(W) AD(       ) B
 AJ3676  ELLIP H (04/12/01)  365.840  (m)                       GP(       ) 3 2
 AJ3676
 AJ3676.Superseded values are not recommended for survey control.
 AJ3676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3676.See file dsdata.txt to determine how the superseded data were derived.
 AJ3676
 AJ3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2695802983(NAD 83)
 AJ3676_MARKER: I = METAL ROD
 AJ3676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3676+WITH SETTING: INFORMATION.
 AJ3676_STAMPING: 1CK1 1999
 AJ3676_PROJECTION: FLUSH
 AJ3676_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3676+STABILITY: POSITION/ELEVATION WELL
 AJ3676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3676+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2007
 AJ3676_ROD/PIPE-DEPTH:  1.6 meters
 AJ3676_SLEEVE-DEPTH  :  0.8 meters
 AJ3676
 AJ3676  HISTORY     - Date     Condition        Report By
 AJ3676  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3676  HISTORY     - 20070105 GOOD             GEOCAC
 AJ3676
 AJ3676                          STATION DESCRIPTION
 AJ3676
 AJ3676'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3676'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3676'RANGE 06 EAST, SECTION 6
 AJ3676'OWNERSHIP - SRP
 AJ3676'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3676'182), DRIVE NORTH ON GILBERT ROAD 4.5 MI (7.2 KM) TO THE INTERSECTION
 AJ3676'OF MCKELLIPS ROAD, THENCE CONTINUE NORTH ON GILBERT ROAD 0.42 MI (0.68
 AJ3676'KM) TO OLD GILBERT ROAD, THENCE TURN RIGHT (EASTERLY) AT THE
 AJ3676'INTERSECTION OF OLD GILBERT RD AND GILBERT ROAD AND DRIVE ABOUT 150 FT
 AJ3676'(45.7 M) TO THE WESTERN BANK AND ACCESS ROAD OF THE EASTERN CANAL,
 AJ3676'THENCE TURN LEFT (NORTH)ON TO THE ACCESS ROAD AND DRIVE NORTHWESTERLY
 AJ3676'FOR ABOUT 0.5 MI (0.8 KM) AND PARK, WALK ABOUT 20 FT (6.1 M) NORTHWEST
 AJ3676'TO THE STATION IS AS DESCRIBED
 AJ3676'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3676'COMPRESSED ON A 4.3 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3676'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3676'WITH AN ACCESS COVER STAMPED 1CK1 1999, SURROUNDED WITH A CONCRETE
 AJ3676'COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3676'STATION TIES
 AJ3676'190 FT (57.9 M) SOUTHWEST OF A POWER POLE
 AJ3676'130 FT (39.6 M) SOUTHEAST OF A DIFFERENT POWER POLE
 AJ3676'39 FT (11.9 M) PERPENDICULAR DISTANCE NORTHWESTERLY FROM THE NORTHWEST
 AJ3676'EDGE OF THE CANAL
 AJ3676'4.9 FT (1.5 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3676'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3676'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3676
 AJ3676                          STATION RECOVERY (2007)
 AJ3676
 AJ3676'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3677 ***********************************************************************
 AJ3677  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3677  DESIGNATION -  1CM1
 AJ3677  PID         -  AJ3677
 AJ3677  STATE/COUNTY-  AZ/MARICOPA
 AJ3677  USGS QUAD   -  BUCKHORN (1982)
 AJ3677
 AJ3677                         *CURRENT SURVEY CONTROL
 AJ3677  ___________________________________________________________________
 AJ3677* NAD 83(2007)-  33 27 58.16920(N)    111 40 47.25120(W)     ADJUSTED  
 AJ3677* NAVD 88     -       485.32   (meters)    1592.3    (feet)  GPS OBS   
 AJ3677  ___________________________________________________________________
 AJ3677  EPOCH DATE  -        2007.00
 AJ3677  X           -  -1,967,718.101 (meters)                     COMP
 AJ3677  Y           -  -4,949,738.129 (meters)                     COMP
 AJ3677  Z           -   3,497,455.060 (meters)                     COMP
 AJ3677  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 AJ3677  ELLIP HEIGHT-         455.859 (meters)          (02/10/07) ADJUSTED
 AJ3677  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AJ3677
 AJ3677  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3677  Type    PID    Designation                      North   East  Ellip
 AJ3677  -------------------------------------------------------------------
 AJ3677  NETWORK AJ3677 1CM1                              0.67   0.61   0.88
 AJ3677  -------------------------------------------------------------------
 AJ3677
 AJ3677.The horizontal coordinates were established by GPS observations
 AJ3677.and adjusted by the National Geodetic Survey in February 2007.
 AJ3677
 AJ3677.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3677.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3677.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3677.The epoch date for horizontal control is a decimal equivalence
 AJ3677.of Year/Month/Day.
 AJ3677
 AJ3677.The orthometric height was determined by GPS observations and a
 AJ3677.high-resolution geoid model.
 AJ3677.The orthometric height was determined by GPS observations and a
 AJ3677.high-resolution geoid model using precise GPS observation and
 AJ3677.processing techniques.
 AJ3677
 AJ3677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3677
 AJ3677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3677
 AJ3677.The ellipsoidal height was determined by GPS observations
 AJ3677.and is referenced to NAD 83.
 AJ3677
 AJ3677.The geoid height was determined by GEOID03.
 AJ3677
 AJ3677;                    North         East     Units Scale Factor Converg.
 AJ3677;SPC AZ C     -   273,472.420   235,377.380   MT  0.99990597   +0 07 50.2
 AJ3677;SPC AZ C     -   897,219.23    772,235.50   iFT  0.99990597   +0 07 50.2
 AJ3677;UTM  12      - 3,703,173.863   436,832.121   MT  0.99964919   -0 22 29.6
 AJ3677
 AJ3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3677!SPC AZ C     -   0.99992844  x   0.99990597  =   0.99983442
 AJ3677!UTM  12      -   0.99992844  x   0.99964919  =   0.99957765
 AJ3677
 AJ3677                          SUPERSEDED SURVEY CONTROL
 AJ3677
 AJ3677  NAD 83(1992)-  33 27 58.16842(N)    111 40 47.25024(W) AD(       ) B
 AJ3677  ELLIP H (04/12/01)  455.900  (m)                       GP(       ) 3 2
 AJ3677
 AJ3677.Superseded values are not recommended for survey control.
 AJ3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3677.See file dsdata.txt to determine how the superseded data were derived.
 AJ3677
 AJ3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3683203174(NAD 83)
 AJ3677_MARKER: I = METAL ROD
 AJ3677_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3677_STAMPING: 1CM1 1999
 AJ3677_PROJECTION: FLUSH
 AJ3677_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3677+STABILITY: POSITION/ELEVATION WELL
 AJ3677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3677+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 AJ3677_ROD/PIPE-DEPTH:  5.2 meters
 AJ3677_SLEEVE-DEPTH  :  0.8 meters
 AJ3677
 AJ3677  HISTORY     - Date     Condition        Report By
 AJ3677  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3677  HISTORY     - 20051109 GOOD             MCDOT
 AJ3677  HISTORY     - 20061228 GOOD             GEOCAC
 AJ3677  HISTORY     - 20070729 POOR             MCDOT
 AJ3677  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 AJ3677
 AJ3677                          STATION DESCRIPTION
 AJ3677
 AJ3677'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3677'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 01 NORTH,
 AJ3677'RANGE 07 EAST, SECTION 6
 AJ3677'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL
 AJ3677'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3677'188), DRIVE NORTH ON POWER ROAD 5.5 MI (8.9 KM) TO THE INTERSECTION OF
 AJ3677'MCDOWELL ROAD, THENCE TURN RIGHT (EAST) ON MCDOWELL ROAD AND DRIVE 0.2
 AJ3677'MI (0.3 KM)(YOU WILL PASS OVER THE CAP CANAL) AND PARK, THENCE WALK
 AJ3677'ABOUT 37 FT (11.3 M) SOUTH TO THE STATION AS DESCRIBED
 AJ3677'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3677'COMPRESSED ON A 13.7 FOOT (4.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3677'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3677'PVC PIPE WITH AN ACCESS COVER STAMPED 1CM1 1999, SURROUNDED WITH A
 AJ3677'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3677'MARKER
 AJ3677'STATION TIES
 AJ3677'37 FT (11.3 M) SOUTH OF MCDOWELL ROAD CENTERLINE
 AJ3677'25 FT (7.6 M) EAST CENTERLINE OF EARTH DAM
 AJ3677'12 FT (3.7 M) SOUTH OF FENCE LINE
 AJ3677'4.9 FT (1.5 M) FROM WHITE CARSONITE MARKER
 AJ3677'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3677'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3677
 AJ3677                          STATION RECOVERY (2005)
 AJ3677
 AJ3677'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3677'PER RICK HILLMAN (ADOT PHOENIX CONSTRUCTION DISTRICT)
 AJ3677''IT LOOKS LIKE GDACS PT. 1CM1 FALLS IN THE ALIGNMENT OF OUR RED
 AJ3677'MOUNTAIN FREEWAY, POWER RD. TO UNIVERSITY PROJECT.
 AJ3677'IT IS IN A LOCATION THAT ASSURES IT WILL BE DESTROYED.
 AJ3677'CONSTRUCTION IS SUPPOSED TO START THE END OF JANUARY.'
 AJ3677' 
 AJ3677
 AJ3677                          STATION RECOVERY (2006)
 AJ3677
 AJ3677'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AJ3677'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3677'THE DESCRIPTION   THE ACCESS COVER HINGE WAS BROKEN OFF.
 AJ3677
 AJ3677                          STATION RECOVERY (2007)
 AJ3677
 AJ3677'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3677'THE MONUMENT IS EITHER DESTROYED OR BURIED UNDER NEW CONSTRUCTION.
 AJ3677'WILL SEND A PHOTO.
 AJ3677' 
 AJ3677
 AJ3677                          STATION RECOVERY (2008)
 AJ3677
 AJ3677'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3677'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AJ3677'MARK. A FREEWAY ENTRANCE RAMP HAS BEEN CONSTRUCTED AT THE DESCRIBED
 AJ3677'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3678 ***********************************************************************
 AJ3678  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3678  DESIGNATION -  1CO1
 AJ3678  PID         -  AJ3678
 AJ3678  STATE/COUNTY-  AZ/MARICOPA
 AJ3678  USGS QUAD   -  APACHE JUNCTION (1982)
 AJ3678
 AJ3678                         *CURRENT SURVEY CONTROL
 AJ3678  ___________________________________________________________________
 AJ3678* NAD 83(2007)-  33 27 57.92733(N)    111 34 51.21450(W)     ADJUSTED  
 AJ3678* NAVD 88     -       586.44   (meters)    1924.0    (feet)  GPS OBS   
 AJ3678  ___________________________________________________________________
 AJ3678  EPOCH DATE  -        2007.00
 AJ3678  X           -  -1,959,203.950 (meters)                     COMP
 AJ3678  Y           -  -4,953,209.656 (meters)                     COMP
 AJ3678  Z           -   3,497,504.699 (meters)                     COMP
 AJ3678  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AJ3678  ELLIP HEIGHT-         557.149 (meters)          (02/10/07) ADJUSTED
 AJ3678  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AJ3678
 AJ3678  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3678  Type    PID    Designation                      North   East  Ellip
 AJ3678  -------------------------------------------------------------------
 AJ3678  NETWORK AJ3678 1CO1                              0.53   0.47   0.94
 AJ3678  -------------------------------------------------------------------
 AJ3678
 AJ3678.The horizontal coordinates were established by GPS observations
 AJ3678.and adjusted by the National Geodetic Survey in February 2007.
 AJ3678
 AJ3678.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3678.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3678.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3678.The epoch date for horizontal control is a decimal equivalence
 AJ3678.of Year/Month/Day.
 AJ3678
 AJ3678.The orthometric height was determined by GPS observations and a
 AJ3678.high-resolution geoid model.
 AJ3678.The orthometric height was determined by GPS observations and a
 AJ3678.high-resolution geoid model using precise GPS observation and
 AJ3678.processing techniques.
 AJ3678
 AJ3678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3678
 AJ3678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3678
 AJ3678.The ellipsoidal height was determined by GPS observations
 AJ3678.and is referenced to NAD 83.
 AJ3678
 AJ3678.The geoid height was determined by GEOID03.
 AJ3678
 AJ3678;                    North         East     Units Scale Factor Converg.
 AJ3678;SPC AZ C     -   273,490.302   244,570.060   MT  0.99991201   +0 11 06.6
 AJ3678;SPC AZ C     -   897,277.89    802,395.21   iFT  0.99991201   +0 11 06.6
 AJ3678;UTM  12      - 3,703,110.658   446,022.151   MT  0.99963592   -0 19 13.2
 AJ3678
 AJ3678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3678!SPC AZ C     -   0.99991254  x   0.99991201  =   0.99982456
 AJ3678!UTM  12      -   0.99991254  x   0.99963592  =   0.99954849
 AJ3678
 AJ3678                          SUPERSEDED SURVEY CONTROL
 AJ3678
 AJ3678  NAD 83(1992)-  33 27 57.92665(N)    111 34 51.21337(W) AD(       ) B
 AJ3678  ELLIP H (04/12/01)  557.181  (m)                       GP(       ) 3 2
 AJ3678
 AJ3678.Superseded values are not recommended for survey control.
 AJ3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3678.See file dsdata.txt to determine how the superseded data were derived.
 AJ3678
 AJ3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4602203111(NAD 83)
 AJ3678_MARKER: I = METAL ROD
 AJ3678_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3678_STAMPING: 1CO1 1999
 AJ3678_MARK LOGO: MCDOT 
 AJ3678_PROJECTION: FLUSH
 AJ3678_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3678+STABILITY: POSITION/ELEVATION WELL
 AJ3678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3678+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2008
 AJ3678_ROD/PIPE-DEPTH: 11.4 meters
 AJ3678_SLEEVE-DEPTH  :  0.8 meters
 AJ3678
 AJ3678  HISTORY     - Date     Condition        Report By
 AJ3678  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3678  HISTORY     - 20040313 GOOD             USPSQD
 AJ3678  HISTORY     - 20080728 GOOD             GEOCAC
 AJ3678
 AJ3678                          STATION DESCRIPTION
 AJ3678
 AJ3678'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3678'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3678'NORTH, RANGE 07 EAST, SECTION 36
 AJ3678'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3678'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SIGNAL BUTTE ROAD
 AJ3678'(EXIT 193), DRIVE NORTH ON SIGNAL BUTTE ROAD 3.5 MI (5.6 KM) TO BROWN
 AJ3678'ROAD, THENCE TURN RIGHT (EAST) ON BROWN ROAD AND DRIVE 1.0 MI (1.6 KM)
 AJ3678'TO MERIDIAN ROAD, THENCE TURN LEFT (NORTH) ON MERIDIAN AND DRIVE 2.0
 AJ3678'TO A UNIMPROVED PARKING LOT AND PARK NEAR THE NORTH FENCE OF THE
 AJ3678'PARKING LOT, WALK TO THE STATION AS DESCRIBED
 AJ3678'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3678'COMPRESSED ON A 24.0 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3678'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3678'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1CO1 1999, SURROUNDED
 AJ3678'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3678'CARSONITE MARKER
 AJ3678'STATION TIES
 AJ3678'121 FT (36.9 M) NORTHWEST OF THE BRASS CAP MARKING THE INTERSECTION OF
 AJ3678'MERIDIAN AND MCDOWELL
 AJ3678'14.5 FT (4.4 M) WESTERLY FROM THE WEST FENCE POST AT THE TRAIL OPENING
 AJ3678'IN THE NORTH FENCE OF THE PARKING LOT
 AJ3678'5 FT (1.5 M) FROM A POST EAST AND SOUTH OF THE NEAREST FENCE POST TO
 AJ3678'THE WEST
 AJ3678'6.3 FT (1.9 M) FROM WHITE CARSONITE MARKER
 AJ3678'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3678'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3678
 AJ3678                          STATION RECOVERY (2004)
 AJ3678
 AJ3678'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 AJ3678'RECOVERED AS DESCRIBED
 AJ3678
 AJ3678                          STATION RECOVERY (2008)
 AJ3678
 AJ3678'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3678'RECOVERED IN GOOD CONDITION.  LID OF ACCESS COVER HAS BEEN BROKEN OFF
 AJ3678'AND IS GONE, AND WHITE
 AJ3678'CARSONITE MARKER IS NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3839 ***********************************************************************
 AJ3839  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3839  DESIGNATION -  1DB1
 AJ3839  PID         -  AJ3839
 AJ3839  STATE/COUNTY-  AZ/MARICOPA
 AJ3839  USGS QUAD   -  GLENDALE (1982)
 AJ3839
 AJ3839                         *CURRENT SURVEY CONTROL
 AJ3839  ___________________________________________________________________
 AJ3839* NAD 83(2007)-  33 30 36.99612(N)    112 14 46.92822(W)     ADJUSTED  
 AJ3839* NAVD 88     -       324.75   (meters)    1065.5    (feet)  GPS OBS   
 AJ3839  ___________________________________________________________________
 AJ3839  EPOCH DATE  -        2007.00
 AJ3839  X           -  -2,015,494.058 (meters)                     COMP
 AJ3839  Y           -  -4,927,414.713 (meters)                     COMP
 AJ3839  Z           -   3,501,447.315 (meters)                     COMP
 AJ3839  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AJ3839  ELLIP HEIGHT-         294.519 (meters)          (02/10/07) ADJUSTED
 AJ3839  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3839
 AJ3839  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3839  Type    PID    Designation                      North   East  Ellip
 AJ3839  -------------------------------------------------------------------
 AJ3839  NETWORK AJ3839 1DB1                              0.73   0.63   1.10
 AJ3839  -------------------------------------------------------------------
 AJ3839
 AJ3839.The horizontal coordinates were established by GPS observations
 AJ3839.and adjusted by the National Geodetic Survey in February 2007.
 AJ3839
 AJ3839.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3839.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3839.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3839.The epoch date for horizontal control is a decimal equivalence
 AJ3839.of Year/Month/Day.
 AJ3839
 AJ3839.The orthometric height was determined by GPS observations and a
 AJ3839.high-resolution geoid model.
 AJ3839.The orthometric height was determined by GPS observations and a
 AJ3839.high-resolution geoid model using precise GPS observation and
 AJ3839.processing techniques.
 AJ3839
 AJ3839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3839
 AJ3839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3839
 AJ3839.The ellipsoidal height was determined by GPS observations
 AJ3839.and is referenced to NAD 83.
 AJ3839
 AJ3839.The geoid height was determined by GEOID03.
 AJ3839
 AJ3839;                    North         East     Units Scale Factor Converg.
 AJ3839;SPC AZ C     -   278,388.821   182,729.843   MT  0.99991156   -0 10 55.3
 AJ3839;SPC AZ C     -   913,349.15    599,507.36   iFT  0.99991156   -0 10 55.3
 AJ3839;UTM  12      - 3,708,553.771   384,240.641   MT  0.99976520   -0 41 17.4
 AJ3839
 AJ3839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3839!SPC AZ C     -   0.99995376  x   0.99991156  =   0.99986533
 AJ3839!UTM  12      -   0.99995376  x   0.99976520  =   0.99971898
 AJ3839
 AJ3839                          SUPERSEDED SURVEY CONTROL
 AJ3839
 AJ3839  NAD 83(1992)-  33 30 36.99544(N)    112 14 46.92757(W) AD(       ) B
 AJ3839  ELLIP H (04/12/01)  294.550  (m)                       GP(       ) 3 2
 AJ3839
 AJ3839.Superseded values are not recommended for survey control.
 AJ3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3839.See file dsdata.txt to determine how the superseded data were derived.
 AJ3839
 AJ3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8424108554(NAD 83)
 AJ3839_MARKER: I = METAL ROD
 AJ3839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3839_STAMPING: 1DB1 1999
 AJ3839_MARK LOGO: MCDOT 
 AJ3839_PROJECTION: FLUSH
 AJ3839_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3839+STABILITY: POSITION/ELEVATION WELL
 AJ3839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3839+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 AJ3839_ROD/PIPE-DEPTH:  7.3 meters
 AJ3839_SLEEVE-DEPTH  :  0.8 meters
 AJ3839
 AJ3839  HISTORY     - Date     Condition        Report By
 AJ3839  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3839  HISTORY     - 20060420 GOOD             DIBBLE
 AJ3839
 AJ3839                          STATION DESCRIPTION
 AJ3839
 AJ3839'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3839'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF GLENDALE, TOWNSHIP 2
 AJ3839'NORTH, RANGE 1 EAST, SECTION 15
 AJ3839'OWNERSHIP - CITY OF GLENDALE
 AJ3839'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 91ST
 AJ3839'AVENUE AT EXIT 134, DRIVE NORTH ON 91ST AVENUE 3.2 MI (5.1 KM) TO THE
 AJ3839'INTERSECTION OF CAMELBACK ROAD AND 91ST AVENUE, THENCE TURN RIGHT
 AJ3839'(EAST) ONTO CAMELBACK ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE
 AJ3839'INTERSECTION OF 87TH AVENUE AND CAMELBACK ROAD, THENCE TURN LEFT
 AJ3839'(NORTH) ONTO 87TH AVENUE AND DRIVE 0.1 MI (0.2 KM) TO THE INTERSECTION
 AJ3839'OF PASADENA AND 87TH AVENUE, THENCE CONTINUE DRIVING NORTH 130 FT
 AJ3839'(39.6 M) TO THE STATION ON THE RIGHT 3 FT (0.9 M) BEHIND THE SIDEWALK
 AJ3839'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3839'COMPRESSED ON A 24 FT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3839'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3839'WITH A COUNTY LOGO ACCESS COVER STAMPED 1DB1 1999, SURROUNDED WITH A
 AJ3839'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3839'MARKER
 AJ3839'STATION TIES -
 AJ3839'38 FT (11.6 M) SOUTHWEST OF A EVERGREEN TREE
 AJ3839'32 FT (9.8 M) NORTH OF A LIGHT POLE
 AJ3839'33 FT (10.1 M) NORTHWEST OF A OLIVE TREE
 AJ3839'130 FT (39.6 M) NORTH OF THE CENTERLINE OF PASADENA AVENUE
 AJ3839'185 FT (56.4 M) SOUTH OF THE CENTERLINE OF WINDSOR BOULEVARD
 AJ3839'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3839'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3839
 AJ3839                          STATION RECOVERY (2006)
 AJ3839
 AJ3839'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 AJ3839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3726 ***********************************************************************
 AJ3726  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3726  DESIGNATION -  1DD1
 AJ3726  PID         -  AJ3726
 AJ3726  STATE/COUNTY-  AZ/MARICOPA
 AJ3726  USGS QUAD   -  GLENDALE (1982)
 AJ3726
 AJ3726                         *CURRENT SURVEY CONTROL
 AJ3726  ___________________________________________________________________
 AJ3726* NAD 83(2007)-  33 30 36.64853(N)    112 09 10.23751(W)     ADJUSTED  
 AJ3726* NAVD 88     -       347.74   (meters)    1140.9    (feet)  GPS OBS   
 AJ3726  ___________________________________________________________________
 AJ3726  EPOCH DATE  -        2007.00
 AJ3726  X           -  -2,007,457.780 (meters)                     COMP
 AJ3726  Y           -  -4,930,721.501 (meters)                     COMP
 AJ3726  Z           -   3,501,451.212 (meters)                     COMP
 AJ3726  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 AJ3726  ELLIP HEIGHT-         317.751 (meters)          (02/10/07) ADJUSTED
 AJ3726  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3726
 AJ3726  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3726  Type    PID    Designation                      North   East  Ellip
 AJ3726  -------------------------------------------------------------------
 AJ3726  NETWORK AJ3726 1DD1                              0.76   0.71   1.16
 AJ3726  -------------------------------------------------------------------
 AJ3726
 AJ3726.The horizontal coordinates were established by GPS observations
 AJ3726.and adjusted by the National Geodetic Survey in February 2007.
 AJ3726
 AJ3726.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3726.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3726.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3726.The epoch date for horizontal control is a decimal equivalence
 AJ3726.of Year/Month/Day.
 AJ3726
 AJ3726.The orthometric height was determined by GPS observations and a
 AJ3726.high-resolution geoid model.
 AJ3726.The orthometric height was determined by GPS observations and a
 AJ3726.high-resolution geoid model using precise GPS observation and
 AJ3726.processing techniques.
 AJ3726
 AJ3726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3726
 AJ3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3726
 AJ3726.The ellipsoidal height was determined by GPS observations
 AJ3726.and is referenced to NAD 83.
 AJ3726
 AJ3726.The geoid height was determined by GEOID03.
 AJ3726
 AJ3726;                    North         East     Units Scale Factor Converg.
 AJ3726;SPC AZ C     -   278,354.424   191,418.564   MT  0.99990593   -0 07 49.4
 AJ3726;SPC AZ C     -   913,236.30    628,013.66   iFT  0.99990593   -0 07 49.4
 AJ3726;UTM  12      - 3,708,442.639   392,927.368   MT  0.99974134   -0 38 11.5
 AJ3726
 AJ3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3726!SPC AZ C     -   0.99995012  x   0.99990593  =   0.99985605
 AJ3726!UTM  12      -   0.99995012  x   0.99974134  =   0.99969147
 AJ3726
 AJ3726                          SUPERSEDED SURVEY CONTROL
 AJ3726
 AJ3726  NAD 83(1992)-  33 30 36.64782(N)    112 09 10.23678(W) AD(       ) B
 AJ3726  ELLIP H (04/12/01)  317.784  (m)                       GP(       ) 3 2
 AJ3726
 AJ3726.Superseded values are not recommended for survey control.
 AJ3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3726.See file dsdata.txt to determine how the superseded data were derived.
 AJ3726
 AJ3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9292708443(NAD 83)
 AJ3726_MARKER: I = METAL ROD
 AJ3726_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3726_STAMPING: 1DD1 1999
 AJ3726_MARK LOGO: MCDOT 
 AJ3726_PROJECTION: FLUSH
 AJ3726_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3726+STABILITY: POSITION/ELEVATION WELL
 AJ3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3726+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3726_ROD/PIPE-DEPTH: 14.4 meters
 AJ3726_SLEEVE-DEPTH  :  0.8 meters
 AJ3726
 AJ3726  HISTORY     - Date     Condition        Report By
 AJ3726  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3726
 AJ3726                          STATION DESCRIPTION
 AJ3726
 AJ3726'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3726'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 02 NORTH,
 AJ3726'RANGE 02 EAST, SECTION 16
 AJ3726'OWNERSHIP - SANTA FE R.R.  RIGHT-OF-WAY
 AJ3726'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAMELBACK ROAD
 AJ3726'(EXIT 203) DRIVE WEST ON CAMELBACK ROAD FOR ABOUT 2.3 MI (3.7 KM) TO
 AJ3726'43RD AVENUE, THENCE FROM THE CENTERLINE OF 43RD AVENUE AND CAMELBACK
 AJ3726'ROAD DRIVE WEST ON CAMELBACK ROAD 405 FEET (123.4 M) TO A DRIVEWAY ON
 AJ3726'THE RIGHT (NORTH) SIDE OF CAMELBACK ROAD, THENCE TURN RIGHT (NORTH)
 AJ3726'INTO DRIVEWAY AND DRIVE 270 FT (82.2 M) TO THE STATION AS DESCRIBED
 AJ3726'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3726'COMPRESSED ON A 47.1 FOOT (14.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3726'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3726'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1DD1 1999, SURROUNDED
 AJ3726'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3726'CARSONITE MARKER
 AJ3726'STATION TIES
 AJ3726'270 FT (82.3 M) NORTH AND PERPENDICULAR TO THE CENTERLINE OF CAMELBACK
 AJ3726'ROAD AND ALONG THE CENTERLINE OF THE DRIVEWAY LOCATED 405 FT (123.4 M)
 AJ3726'WEST OF THE CENTERLINE OF CAMELBACK AVENUE FROM 43RD AVE
 AJ3726'163.6 FT (50.0 M) SOUTHEAST FROM NORTHEAST CORNER OF 7 FT HIGH CHAIN
 AJ3726'LINK FENCE (THE CORNER WHICH A BROKEN CABLE FENCE CONNECTS WITH)
 AJ3726'49.3 FT (15.0 M) NORTHEAST AND PERPENDICULAR TO THE 3 FT (0.9 M) WOOD
 AJ3726'POST AND CABLE FENCE (CABLE IS BROKEN AND DOWN)
 AJ3726'90 FT (27.3 M) WEST OF A RAILROAD SWITCH MECHANISM
 AJ3726'31.5 FT (9.6 M) SOUTHWEST AND PERPENDICULAR TO THE CENTERLINE OF THE
 AJ3726'MAINLINE OF THE SANTA FE RAILWAY TRACKS
 AJ3726'3.0 FT (0.9 M) NORTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3726'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3726'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3717 ***********************************************************************
 AJ3717  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3717  DESIGNATION -  1DE1
 AJ3717  PID         -  AJ3717
 AJ3717  STATE/COUNTY-  AZ/MARICOPA
 AJ3717  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3717
 AJ3717                         *CURRENT SURVEY CONTROL
 AJ3717  ___________________________________________________________________
 AJ3717* NAD 83(2007)-  33 30 11.06206(N)    112 04 49.92943(W)     ADJUSTED  
 AJ3717* NAVD 88     -       342.23   (meters)    1122.8    (feet)  GPS OBS   
 AJ3717  ___________________________________________________________________
 AJ3717  EPOCH DATE  -        2007.00
 AJ3717  X           -  -2,001,395.476 (meters)                     COMP
 AJ3717  Y           -  -4,933,650.126 (meters)                     COMP
 AJ3717  Z           -   3,500,790.912 (meters)                     COMP
 AJ3717  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ3717  ELLIP HEIGHT-         312.381 (meters)          (02/10/07) ADJUSTED
 AJ3717  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ3717
 AJ3717  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3717  Type    PID    Designation                      North   East  Ellip
 AJ3717  -------------------------------------------------------------------
 AJ3717  NETWORK AJ3717 1DE1                              0.92   0.78   1.49
 AJ3717  -------------------------------------------------------------------
 AJ3717
 AJ3717.The horizontal coordinates were established by GPS observations
 AJ3717.and adjusted by the National Geodetic Survey in February 2007.
 AJ3717
 AJ3717.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3717.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3717.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3717.The epoch date for horizontal control is a decimal equivalence
 AJ3717.of Year/Month/Day.
 AJ3717
 AJ3717.The orthometric height was determined by GPS observations and a
 AJ3717.high-resolution geoid model.
 AJ3717.The orthometric height was determined by GPS observations and a
 AJ3717.high-resolution geoid model using precise GPS observation and
 AJ3717.processing techniques.
 AJ3717
 AJ3717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3717
 AJ3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3717
 AJ3717.The ellipsoidal height was determined by GPS observations
 AJ3717.and is referenced to NAD 83.
 AJ3717
 AJ3717.The geoid height was determined by GEOID03.
 AJ3717
 AJ3717;                    North         East     Units Scale Factor Converg.
 AJ3717;SPC AZ C     -   277,553.253   198,134.902   MT  0.99990286   -0 05 25.6
 AJ3717;SPC AZ C     -   910,607.79    650,048.89   iFT  0.99990286   -0 05 25.6
 AJ3717;UTM  12      - 3,707,582.323   399,635.216   MT  0.99972419   -0 35 47.3
 AJ3717
 AJ3717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3717!SPC AZ C     -   0.99995096  x   0.99990286  =   0.99985383
 AJ3717!UTM  12      -   0.99995096  x   0.99972419  =   0.99967516
 AJ3717
 AJ3717                          SUPERSEDED SURVEY CONTROL
 AJ3717
 AJ3717  NAD 83(1992)-  33 30 11.06144(N)    112 04 49.92853(W) AD(       ) B
 AJ3717  ELLIP H (04/12/01)  312.421  (m)                       GP(       ) 3 2
 AJ3717
 AJ3717.Superseded values are not recommended for survey control.
 AJ3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3717.See file dsdata.txt to determine how the superseded data were derived.
 AJ3717
 AJ3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9963507582(NAD 83)
 AJ3717_MARKER: I = METAL ROD
 AJ3717_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3717_STAMPING: 1DE1 1999
 AJ3717_MARK LOGO: MCDOT 
 AJ3717_PROJECTION: FLUSH
 AJ3717_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3717+STABILITY: POSITION/ELEVATION WELL
 AJ3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3717+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2007
 AJ3717_ROD/PIPE-DEPTH:  4.9 meters
 AJ3717_SLEEVE-DEPTH  :  0.8 meters
 AJ3717
 AJ3717  HISTORY     - Date     Condition        Report By
 AJ3717  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3717  HISTORY     - 20050928 GOOD             EVANS
 AJ3717  HISTORY     - 20070412 GOOD             GEOCAC
 AJ3717
 AJ3717                          STATION DESCRIPTION
 AJ3717
 AJ3717'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3717'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 02 NORTH,
 AJ3717'RANGE 03 EAST, SECTION 20
 AJ3717'OWNERSHIP - PHOENIX RIGHT-OF-WAY
 AJ3717'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAMELBACK ROAD
 AJ3717'(EXIT 203) , DRIVE EAST 1.7 MI (2.7 KM) ON CAMELBACK ROAD TO 7TH
 AJ3717'AVENUE, THENCE TURN RIGHT (SOUTH) ONTO 7TH AVENUE AND DRIVE 0.45 MI
 AJ3717'(0.72 KM) TO MINNEZONA ROAD, THENCE TURN LEFT (EAST) ONTO MINNEZONA
 AJ3717'ROAD AND DRIVE 0.1 MI (0.2 KM) AND PARK, WALK NORTHERLY TO THE STATION
 AJ3717'IS AS DESCRIBED
 AJ3717'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3717'COMPRESSED ON A 16.0 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3717'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3717'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1DE1 1999, SURROUNDED
 AJ3717'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3717'CARSONITE MARKER
 AJ3717'STATION TIES
 AJ3717'75 FEET (22.9 M) WEST OF THE CENTERLINE OF 5TH AVENUE
 AJ3717'40 FEET (12.2 M) NORTH OF THE CENTERLINE OF MINNEZONA ROAD
 AJ3717'3.8 FEET (1.2 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3717'NORTH OF AND BETWEEN THE HOUSES ADDRESSED 501 AND 505 MINNEZONA ROAD
 AJ3717'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3717'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3717
 AJ3717                          STATION RECOVERY (2005)
 AJ3717
 AJ3717'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 AJ3717'RECOVERED IN GOOD CONDITION.
 AJ3717
 AJ3717                          STATION RECOVERY (2007)
 AJ3717
 AJ3717'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3725 ***********************************************************************
 AJ3725  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3725  DESIGNATION -  1DG1
 AJ3725  PID         -  AJ3725
 AJ3725  STATE/COUNTY-  AZ/MARICOPA
 AJ3725  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3725
 AJ3725                         *CURRENT SURVEY CONTROL
 AJ3725  ___________________________________________________________________
 AJ3725* NAD 83(2007)-  33 31 57.93951(N)    111 59 20.49174(W)     ADJUSTED  
 AJ3725* NAVD 88     -       427.46   (meters)    1402.4    (feet)  GPS OBS   
 AJ3725  ___________________________________________________________________
 AJ3725  EPOCH DATE  -        2007.00
 AJ3725  X           -  -1,992,858.912 (meters)                     COMP
 AJ3725  Y           -  -4,935,220.308 (meters)                     COMP
 AJ3725  Z           -   3,503,583.512 (meters)                     COMP
 AJ3725  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AJ3725  ELLIP HEIGHT-         397.812 (meters)          (02/10/07) ADJUSTED
 AJ3725  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3725
 AJ3725  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3725  Type    PID    Designation                      North   East  Ellip
 AJ3725  -------------------------------------------------------------------
 AJ3725  NETWORK AJ3725 1DG1                              0.67   0.61   1.10
 AJ3725  -------------------------------------------------------------------
 AJ3725
 AJ3725.The horizontal coordinates were established by GPS observations
 AJ3725.and adjusted by the National Geodetic Survey in February 2007.
 AJ3725
 AJ3725.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3725.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3725.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3725.The epoch date for horizontal control is a decimal equivalence
 AJ3725.of Year/Month/Day.
 AJ3725
 AJ3725.The orthometric height was determined by GPS observations and a
 AJ3725.high-resolution geoid model.
 AJ3725.The orthometric height was determined by GPS observations and a
 AJ3725.high-resolution geoid model using precise GPS observation and
 AJ3725.processing techniques.
 AJ3725
 AJ3725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3725
 AJ3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3725
 AJ3725.The ellipsoidal height was determined by GPS observations
 AJ3725.and is referenced to NAD 83.
 AJ3725
 AJ3725.The geoid height was determined by GEOID03.
 AJ3725
 AJ3725;                    North         East     Units Scale Factor Converg.
 AJ3725;SPC AZ C     -   280,836.076   206,639.440   MT  0.99990056   -0 02 23.9
 AJ3725;SPC AZ C     -   921,378.20    677,950.92   iFT  0.99990056   -0 02 23.9
 AJ3725;UTM  12      - 3,710,789.277   408,166.826   MT  0.99970397   -0 32 47.0
 AJ3725
 AJ3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3725!SPC AZ C     -   0.99993755  x   0.99990056  =   0.99983812
 AJ3725!UTM  12      -   0.99993755  x   0.99970397  =   0.99964154
 AJ3725
 AJ3725                          SUPERSEDED SURVEY CONTROL
 AJ3725
 AJ3725  NAD 83(1992)-  33 31 57.93894(N)    111 59 20.49090(W) AD(       ) B
 AJ3725  ELLIP H (04/12/01)  397.858  (m)                       GP(       ) 3 2
 AJ3725
 AJ3725.Superseded values are not recommended for survey control.
 AJ3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3725.See file dsdata.txt to determine how the superseded data were derived.
 AJ3725
 AJ3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0816710789(NAD 83)
 AJ3725_MARKER: I = METAL ROD
 AJ3725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3725+WITH SETTING: INFORMATION.
 AJ3725_STAMPING: 1DG1 1999
 AJ3725_MARK LOGO: MCDOT 
 AJ3725_PROJECTION: FLUSH
 AJ3725_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3725+STABILITY: POSITION/ELEVATION WELL
 AJ3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3725+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3725_ROD/PIPE-DEPTH:  0.9 meters
 AJ3725_SLEEVE-DEPTH  :  0.8 meters
 AJ3725
 AJ3725  HISTORY     - Date     Condition        Report By
 AJ3725  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3725  HISTORY     - 20050414 MARK NOT FOUND   MCDOT
 AJ3725
 AJ3725                          STATION DESCRIPTION
 AJ3725
 AJ3725'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3725'THE STATION IS LOCATED WITHIN THE TOWN OF PARADISE VALLEY, TOWNSHIP 02
 AJ3725'NORTH, RANGE 04 EAST, SECTION 7
 AJ3725'OWNERSHIP - PRIVATE
 AJ3725'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND LINCOLN DRIVE
 AJ3725'(EXIT 6) , DRIVE EAST ON LINCOLN DRIVE ABOUT 3.5 MI (5.6 KM) TO 4222
 AJ3725'EAST LINCOLN DRIVE (VALLEY VIEW CHURCH) ON THE LEFT (NORTH) SIDE OF
 AJ3725'THE ROAD, THENCE TURN LEFT (NORTH) INTO THE EASTERN MOST CHURCH
 AJ3725'DRIVEWAY AND DRIVE TO THE BACK PARKING LOT, PARK ON THE FAR EAST SIDE
 AJ3725'OF BACK PARKING LOT, THE STATION IS EAST OF THE PARKING LOT AND WEST
 AJ3725'OF THE ADJOINING RESIDENCE BLOCK WALL, STATION AS DESCRIBED
 AJ3725'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3725'COMPRESSED ON A 3.0 FT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3725'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3725'WITH A COUNTY LOGO ACCESS COVER STAMPED 1DG1 1999, SURROUNDED WITH A
 AJ3725'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3725'MARKER
 AJ3725'STATION TIES
 AJ3725'97 FT (29.6 M) SOUTH OF CHAIN LINK FENCE (CHAIN LINK FENCE ON THE
 AJ3725'NORTH SIDE OF THE CHURCH)
 AJ3725'42 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF THE CHURCH DRIVE
 AJ3725'31 FT (9.4 M) WEST OF RESIDENCE BLOCK WALL (BLOCK WALL IS THE CHURCHES
 AJ3725'PROPERTY LINE ON THE EAST)
 AJ3725'NO WHITE CARSONITE MARKER
 AJ3725'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3725'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3725
 AJ3725                          STATION RECOVERY (2005)
 AJ3725
 AJ3725'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3725'THE MONUMENT HAS BEEN DESTROYED. THE CHURCH PROPERTY IN WHICH IT WAS
 AJ3725'PLACED EXPANDED IT'S PARKING LOT AND IN THE CONSTRUCTION PROCESS
 AJ3725'DESTROYED THE MONUMENT.
 AJ3725' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3679 ***********************************************************************
 AJ3679  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3679  DESIGNATION -  1DH1
 AJ3679  PID         -  AJ3679
 AJ3679  STATE/COUNTY-  AZ/MARICOPA
 AJ3679  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3679
 AJ3679                         *CURRENT SURVEY CONTROL
 AJ3679  ___________________________________________________________________
 AJ3679* NAD 83(2007)-  33 30 34.42344(N)    111 56 35.55214(W)     ADJUSTED  
 AJ3679* NAVD 88     -       409.81   (meters)    1344.5    (feet)  GPS OBS   
 AJ3679  ___________________________________________________________________
 AJ3679  EPOCH DATE  -        2007.00
 AJ3679  X           -  -1,989,437.351 (meters)                     COMP
 AJ3679  Y           -  -4,938,116.756 (meters)                     COMP
 AJ3679  Z           -   3,501,428.489 (meters)                     COMP
 AJ3679  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AJ3679  ELLIP HEIGHT-         380.133 (meters)          (02/10/07) ADJUSTED
 AJ3679  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3679
 AJ3679  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3679  Type    PID    Designation                      North   East  Ellip
 AJ3679  -------------------------------------------------------------------
 AJ3679  NETWORK AJ3679 1DH1                              0.69   0.65   1.14
 AJ3679  -------------------------------------------------------------------
 AJ3679
 AJ3679.The horizontal coordinates were established by GPS observations
 AJ3679.and adjusted by the National Geodetic Survey in February 2007.
 AJ3679
 AJ3679.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3679.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3679.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3679.The epoch date for horizontal control is a decimal equivalence
 AJ3679.of Year/Month/Day.
 AJ3679
 AJ3679.The orthometric height was determined by GPS observations and a
 AJ3679.high-resolution geoid model.
 AJ3679.The orthometric height was determined by GPS observations and a
 AJ3679.high-resolution geoid model using precise GPS observation and
 AJ3679.processing techniques.
 AJ3679
 AJ3679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3679
 AJ3679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3679
 AJ3679.The ellipsoidal height was determined by GPS observations
 AJ3679.and is referenced to NAD 83.
 AJ3679
 AJ3679.The geoid height was determined by GEOID03.
 AJ3679
 AJ3679;                    North         East     Units Scale Factor Converg.
 AJ3679;SPC AZ C     -   278,261.226   210,894.143   MT  0.99990007   -0 00 52.8
 AJ3679;SPC AZ C     -   912,930.53    691,909.92   iFT  0.99990007   -0 00 52.8
 AJ3679;UTM  12      - 3,708,177.459   412,397.761   MT  0.99969461   -0 31 14.7
 AJ3679
 AJ3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3679!SPC AZ C     -   0.99994033  x   0.99990007  =   0.99984040
 AJ3679!UTM  12      -   0.99994033  x   0.99969461  =   0.99963495
 AJ3679
 AJ3679                          SUPERSEDED SURVEY CONTROL
 AJ3679
 AJ3679  NAD 83(1992)-  33 30 34.42284(N)    111 56 35.55131(W) AD(       ) B
 AJ3679  ELLIP H (04/12/01)  380.175  (m)                       GP(       ) 3 2
 AJ3679
 AJ3679.Superseded values are not recommended for survey control.
 AJ3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3679.See file dsdata.txt to determine how the superseded data were derived.
 AJ3679
 AJ3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1239808177(NAD 83)
 AJ3679_MARKER: I = METAL ROD
 AJ3679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3679+WITH SETTING: INFORMATION.
 AJ3679_STAMPING: 1DH1 525
 AJ3679_MARK LOGO: MCDOT 
 AJ3679_PROJECTION: FLUSH
 AJ3679_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3679+STABILITY: POSITION/ELEVATION WELL
 AJ3679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3679+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 AJ3679_ROD/PIPE-DEPTH:  1.7 meters
 AJ3679_SLEEVE-DEPTH  :  0.8 meters
 AJ3679
 AJ3679  HISTORY     - Date     Condition        Report By
 AJ3679  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3679  HISTORY     - 20070711 GOOD             GEOCAC
 AJ3679
 AJ3679                          STATION DESCRIPTION
 AJ3679
 AJ3679'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3679'THE STATION IS LOCATED WITHIN THE CITY OF PARADISE VALLEY , TOWNSHIP
 AJ3679'02 NORTH, RANGE 04 EAST, SECTION 15
 AJ3679'OWNERSHIP - PARADISE VALLEY R/W
 AJ3679'TO REACH THE STATION FROM THE JUNCTION OF US LOOP 101 AND CHAPARRAL
 AJ3679'ROAD (EXIT 46), DRIVE WEST ON CHAPARRAL ROAD 3.3 MI (5.3 KM) TO THE
 AJ3679'INTERSECTION OF INVERGORDON ROAD, THENCE TURN RIGHT (NORTH) ON
 AJ3679'INVERGORDON  AND DRIVE 100 FT (30.5 M) AND PARK ON THE RIGHT (EAST)
 AJ3679'SIDE OF THE ROAD, WALK TO THE STATION AS DESCRIBED
 AJ3679'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3679'COMPRESSED ON A 4.5 FOOT (1.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3679'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3679'WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1DH1 1999,
 AJ3679'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3679'A WHITE CARSONITE MARKER
 AJ3679'STATION TIES
 AJ3679'100 FT (30.5 M) NORTH OF THE CHAPARRAL ROAD CENTERLINE ALONG THE EAST
 AJ3679'EDGE OF ROADWAY
 AJ3679'4.0 FT (1.2 M) WEST OF THE WEST SIDE ON SIDE WALK ON THE EAST SIDE ON
 AJ3679'INVERGORDON
 AJ3679'1.0 FT (0.3 M) EAST OF THE CURB
 AJ3679'3.7 FT (1.1 M) SOUTH FROM WHITE CARSONITE MARKER
 AJ3679'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3679'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3679
 AJ3679                          STATION RECOVERY (2007)
 AJ3679
 AJ3679'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3680 ***********************************************************************
 AJ3680  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3680  DESIGNATION -  1DJ1
 AJ3680  PID         -  AJ3680
 AJ3680  STATE/COUNTY-  AZ/MARICOPA
 AJ3680  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AJ3680
 AJ3680                         *CURRENT SURVEY CONTROL
 AJ3680  ___________________________________________________________________
 AJ3680* NAD 83(2007)-  33 30 47.29772(N)    111 50 31.16918(W)     ADJUSTED  
 AJ3680* NAVD 88     -       392.82   (meters)    1288.8    (feet)  GPS OBS   
 AJ3680  ___________________________________________________________________
 AJ3680  EPOCH DATE  -        2007.00
 AJ3680  X           -  -1,980,623.919 (meters)                     COMP
 AJ3680  Y           -  -4,941,407.086 (meters)                     COMP
 AJ3680  Z           -   3,501,749.823 (meters)                     COMP
 AJ3680  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AJ3680  ELLIP HEIGHT-         363.106 (meters)          (02/10/07) ADJUSTED
 AJ3680  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3680
 AJ3680  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3680  Type    PID    Designation                      North   East  Ellip
 AJ3680  -------------------------------------------------------------------
 AJ3680  NETWORK AJ3680 1DJ1                              0.67   0.57   0.88
 AJ3680  -------------------------------------------------------------------
 AJ3680
 AJ3680.The horizontal coordinates were established by GPS observations
 AJ3680.and adjusted by the National Geodetic Survey in February 2007.
 AJ3680
 AJ3680.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3680.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3680.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3680.The epoch date for horizontal control is a decimal equivalence
 AJ3680.of Year/Month/Day.
 AJ3680
 AJ3680.The orthometric height was determined by GPS observations and a
 AJ3680.high-resolution geoid model.
 AJ3680.The orthometric height was determined by GPS observations and a
 AJ3680.high-resolution geoid model using precise GPS observation and
 AJ3680.processing techniques.
 AJ3680
 AJ3680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3680
 AJ3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3680
 AJ3680.The ellipsoidal height was determined by GPS observations
 AJ3680.and is referenced to NAD 83.
 AJ3680
 AJ3680.The geoid height was determined by GEOID03.
 AJ3680
 AJ3680;                    North         East     Units Scale Factor Converg.
 AJ3680;SPC AZ C     -   278,660.015   220,297.271   MT  0.99990059   +0 02 28.4
 AJ3680;SPC AZ C     -   914,238.89    722,760.08   iFT  0.99990059   +0 02 28.4
 AJ3680;UTM  12      - 3,708,493.103   421,802.019   MT  0.99967539   -0 27 53.7
 AJ3680
 AJ3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3680!SPC AZ C     -   0.99994300  x   0.99990059  =   0.99984359
 AJ3680!UTM  12      -   0.99994300  x   0.99967539  =   0.99961841
 AJ3680
 AJ3680                          SUPERSEDED SURVEY CONTROL
 AJ3680
 AJ3680  NAD 83(1992)-  33 30 47.29707(N)    111 50 31.16851(W) AD(       ) B
 AJ3680  ELLIP H (04/12/01)  363.169  (m)                       GP(       ) 3 2
 AJ3680
 AJ3680.Superseded values are not recommended for survey control.
 AJ3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3680.See file dsdata.txt to determine how the superseded data were derived.
 AJ3680
 AJ3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2180208493(NAD 83)
 AJ3680_MARKER: I = METAL ROD
 AJ3680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3680_STAMPING: 1DJ1 1999
 AJ3680_MARK LOGO: MCDOT 
 AJ3680_PROJECTION: FLUSH
 AJ3680_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3680+STABILITY: POSITION/ELEVATION WELL
 AJ3680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3680+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 AJ3680_ROD/PIPE-DEPTH:  5.5 meters
 AJ3680_SLEEVE-DEPTH  :  0.8 meters
 AJ3680
 AJ3680  HISTORY     - Date     Condition        Report By
 AJ3680  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3680  HISTORY     - 20070404 GOOD             GEOCAC
 AJ3680
 AJ3680                          STATION DESCRIPTION
 AJ3680
 AJ3680'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3680'THE STATION IS LOCATED WITHIN THE SALT RIVER PIMA MARICOPA INDIAN
 AJ3680'COMMUNITY, TOWNSHIP 02 NORTH, RANGE 05 EAST, SECTION 16
 AJ3680'OWNERSHIP - SRP
 AJ3680'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ALMA SCHOOL ROAD
 AJ3680'(EXIT 178), DRIVE NORTH ON ALMA SCHOOL ROAD 5.5 MI (8.9 KM) TO THE
 AJ3680'INTERSECTION OF MCDOWELL ROAD, THENCE CONTINUE NORTH ON ALMA SCHOOL
 AJ3680'ROAD 3.9 MI (6.3 KM) TO THE CANAL, THENCE TURN RIGHT (EASTERLY) AT THE
 AJ3680'SOUTHERN BANK OF THE ARIZONA CANAL AND DRIVE 1.0 MI (1.6 KM) AND PARK,
 AJ3680'WALK SOUTH ABOUT 70 FT (21.3 M) TO THE STATION AS DESCRIBED
 AJ3680'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3680'COMPRESSED ON A 18.1 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3680'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3680'PVC PIPE WITH A MARICOPA COUNTY DOT LOGO ACCESS COVER STAMPED 1DJ1
 AJ3680'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3680'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3680'STATION TIES
 AJ3680'70 FT (21.3 M) SOUTH OF THE SOUTH EDGE OF THE SOUTH CANAL ROAD TO THE
 AJ3680'STATION
 AJ3680'55 FT (16.8 M) NORTH OF A CONCRETE DITCH
 AJ3680'4.1 FT (1.2 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3680'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3680'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3680
 AJ3680                          STATION RECOVERY (2007)
 AJ3680
 AJ3680'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3681 ***********************************************************************
 AJ3681  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3681  DESIGNATION -  1DL1
 AJ3681  PID         -  AJ3681
 AJ3681  STATE/COUNTY-  AZ/MARICOPA
 AJ3681  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3681
 AJ3681                         *CURRENT SURVEY CONTROL
 AJ3681  ___________________________________________________________________
 AJ3681* NAD 83(2007)-  33 30 28.92844(N)    111 44 04.66790(W)     ADJUSTED  
 AJ3681* NAVD 88     -       398.95   (meters)    1308.9    (feet)  GPS OBS   
 AJ3681  ___________________________________________________________________
 AJ3681  EPOCH DATE  -        2007.00
 AJ3681  X           -  -1,971,478.842 (meters)                     COMP
 AJ3681  Y           -  -4,945,404.865 (meters)                     COMP
 AJ3681  Z           -   3,501,281.401 (meters)                     COMP
 AJ3681  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 AJ3681  ELLIP HEIGHT-         369.411 (meters)          (02/10/07) ADJUSTED
 AJ3681  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3681
 AJ3681  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3681  Type    PID    Designation                      North   East  Ellip
 AJ3681  -------------------------------------------------------------------
 AJ3681  NETWORK AJ3681 1DL1                              0.71   0.63   0.96
 AJ3681  -------------------------------------------------------------------
 AJ3681
 AJ3681.The horizontal coordinates were established by GPS observations
 AJ3681.and adjusted by the National Geodetic Survey in February 2007.
 AJ3681
 AJ3681.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3681.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3681.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3681.The epoch date for horizontal control is a decimal equivalence
 AJ3681.of Year/Month/Day.
 AJ3681
 AJ3681.The orthometric height was determined by GPS observations and a
 AJ3681.high-resolution geoid model.
 AJ3681.The orthometric height was determined by GPS observations and a
 AJ3681.high-resolution geoid model using precise GPS observation and
 AJ3681.processing techniques.
 AJ3681
 AJ3681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3681
 AJ3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3681
 AJ3681.The ellipsoidal height was determined by GPS observations
 AJ3681.and is referenced to NAD 83.
 AJ3681
 AJ3681.The geoid height was determined by GEOID03.
 AJ3681
 AJ3681;                    North         East     Units Scale Factor Converg.
 AJ3681;SPC AZ C     -   278,106.462   230,272.069   MT  0.99990353   +0 06 01.8
 AJ3681;SPC AZ C     -   912,422.78    755,485.79   iFT  0.99990353   +0 06 01.8
 AJ3681;UTM  12      - 3,707,851.615   431,769.189   MT  0.99965739   -0 24 20.1
 AJ3681
 AJ3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3681!SPC AZ C     -   0.99994201  x   0.99990353  =   0.99984554
 AJ3681!UTM  12      -   0.99994201  x   0.99965739  =   0.99959942
 AJ3681
 AJ3681                          SUPERSEDED SURVEY CONTROL
 AJ3681
 AJ3681  NAD 83(1992)-  33 30 28.92776(N)    111 44 04.66707(W) AD(       ) B
 AJ3681  ELLIP H (04/12/01)  369.458  (m)                       GP(       ) 3 2
 AJ3681
 AJ3681.Superseded values are not recommended for survey control.
 AJ3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3681.See file dsdata.txt to determine how the superseded data were derived.
 AJ3681
 AJ3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3176907852(NAD 83)
 AJ3681_MARKER: I = METAL ROD
 AJ3681_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3681_STAMPING: 1DL1 1999
 AJ3681_MARK LOGO: MCDOT 
 AJ3681_PROJECTION: FLUSH
 AJ3681_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3681+STABILITY: POSITION/ELEVATION WELL
 AJ3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3681+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3681_ROD/PIPE-DEPTH:  5.2 meters
 AJ3681_SLEEVE-DEPTH  :  0.8 meters
 AJ3681
 AJ3681  HISTORY     - Date     Condition        Report By
 AJ3681  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3681  HISTORY     - 20050429 POOR             SRPMIC
 AJ3681  HISTORY     - 20080419 POOR             GEOCAC
 AJ3681
 AJ3681                          STATION DESCRIPTION
 AJ3681
 AJ3681'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3681'THE STATION IS LOCATED WITHIN THE SALT RIVER PIMA MARICOPA INDIAN
 AJ3681'COMMUNITY, TOWNSHIP 02 NORTH, RANGE 06 EAST, SECTION 22
 AJ3681'OWNERSHIP - SRP
 AJ3681'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND COUNTRY CLUB DR
 AJ3681'(SR 87, EXIT 179), DRIVE NORTH ON COUNTRY CLUB DR (ALSO KNOWN AS STATE
 AJ3681'ROUTE 87) ABOUT 5.5 MI (8.9 KM) TO THE INTERSECTION OF MCDOWELL ROAD,
 AJ3681'THENCE CONTINUE NORTHEAST 3.9 MI (6.3 KM) ON SR 87 TO THE INTERSECTION
 AJ3681'OF GILBERT ROAD , THENCE CONTINUE ALONG SR 87 ABOUT 2 MI (3.2 KM) TO
 AJ3681'THE TO THE ARIZONA CANAL,  TURN RIGHT (EASTERLY) AT THE SOUTHERN BANK
 AJ3681'OF THE ARIZONA CANAL AND DRIVE 1.4 MI (2.3 KM) AND PARK, WALK SOUTH TO
 AJ3681'A POINT ABOUT 5 FT (1.5 M) FROM THE EDGE OF THE ROADWAY TO THE STATION
 AJ3681'AS DESCRIBED
 AJ3681'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3681'COMPRESSED ON A 49.4 FOOT (14.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3681'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3681'PVC PIPE WITH A MARICOPA COUNTY DOT LOGO ACCESS COVER STAMPED 1DL1
 AJ3681'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3681'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3681'STATION TIES
 AJ3681'25 FT (7.6 M) SOUTH OF THE ARIZONA CANAL
 AJ3681'4.2 FT (1.3 M) NORTHWEST OF THE WHITE CARSONITE MARKER
 AJ3681'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3681'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3681
 AJ3681                          STATION RECOVERY (2005)
 AJ3681
 AJ3681'RECOVERY NOTE BY SALT RIVER PIMA-MARICOPA INDIA 2005 (RAK)
 AJ3681'THIS GDAC POINT WAS MOST LIKELY DISTURBED BY A ROAD GRADER SINCE THE
 AJ3681'CONCRETE COLLAR AND PVC PIPE WAS COMPLETELY EXTRACTED FROM THE GROUND.
 AJ3681'THE STAINLESS STEEL ROD IS BENT. THIS POINT IS ALSO CALLED AJ3681
 AJ3681'(1DL1)
 AJ3681
 AJ3681                          STATION RECOVERY (2008)
 AJ3681
 AJ3681'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3681'RECOVERED IN POOR CONDITION AS PER RECOVERY NOTE OF 2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3716 ***********************************************************************
 AJ3716  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3716  DESIGNATION -  1DN1
 AJ3716  PID         -  AJ3716
 AJ3716  STATE/COUNTY-  AZ/MARICOPA
 AJ3716  USGS QUAD   -  STEWART MTN (1978)
 AJ3716
 AJ3716                         *CURRENT SURVEY CONTROL
 AJ3716  ___________________________________________________________________
 AJ3716* NAD 83(2007)-  33 30 45.83040(N)    111 37 07.77430(W)     ADJUSTED  
 AJ3716* NAVD 88     -       592.32   (meters)    1943.3    (feet)  GPS OBS   
 AJ3716  ___________________________________________________________________
 AJ3716  EPOCH DATE  -        2007.00
 AJ3716  X           -  -1,961,432.926 (meters)                     COMP
 AJ3716  Y           -  -4,949,262.211 (meters)                     COMP
 AJ3716  Z           -   3,501,822.505 (meters)                     COMP
 AJ3716  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AJ3716  ELLIP HEIGHT-         563.017 (meters)          (02/10/07) ADJUSTED
 AJ3716  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AJ3716
 AJ3716  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3716  Type    PID    Designation                      North   East  Ellip
 AJ3716  -------------------------------------------------------------------
 AJ3716  NETWORK AJ3716 1DN1                              0.76   0.69   1.10
 AJ3716  -------------------------------------------------------------------
 AJ3716
 AJ3716.The horizontal coordinates were established by GPS observations
 AJ3716.and adjusted by the National Geodetic Survey in February 2007.
 AJ3716
 AJ3716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3716.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3716.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3716.The epoch date for horizontal control is a decimal equivalence
 AJ3716.of Year/Month/Day.
 AJ3716
 AJ3716.The orthometric height was determined by GPS observations and a
 AJ3716.high-resolution geoid model.
 AJ3716.The orthometric height was determined by GPS observations and a
 AJ3716.high-resolution geoid model using precise GPS observation and
 AJ3716.processing techniques.
 AJ3716
 AJ3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3716
 AJ3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3716
 AJ3716.The ellipsoidal height was determined by GPS observations
 AJ3716.and is referenced to NAD 83.
 AJ3716
 AJ3716.The geoid height was determined by GEOID03.
 AJ3716
 AJ3716;                    North         East     Units Scale Factor Converg.
 AJ3716;SPC AZ C     -   278,652.024   241,029.324   MT  0.99990944   +0 09 52.0
 AJ3716;SPC AZ C     -   914,212.68    790,778.62   iFT  0.99990944   +0 09 52.0
 AJ3716;UTM  12      - 3,708,302.022   442,528.073   MT  0.99964072   -0 20 30.0
 AJ3716
 AJ3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3716!SPC AZ C     -   0.99991162  x   0.99990944  =   0.99982107
 AJ3716!UTM  12      -   0.99991162  x   0.99964072  =   0.99955237
 AJ3716
 AJ3716                          SUPERSEDED SURVEY CONTROL
 AJ3716
 AJ3716  NAD 83(1992)-  33 30 45.82971(N)    111 37 07.77325(W) AD(       ) B
 AJ3716  ELLIP H (04/12/01)  563.054  (m)                       GP(       ) 3 2
 AJ3716
 AJ3716.Superseded values are not recommended for survey control.
 AJ3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3716.See file dsdata.txt to determine how the superseded data were derived.
 AJ3716
 AJ3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4252808302(NAD 83)
 AJ3716_MARKER: I = METAL ROD
 AJ3716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3716_STAMPING: 1DN1 1999
 AJ3716_MARK LOGO: MCDOT 
 AJ3716_PROJECTION: FLUSH
 AJ3716_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3716+STABILITY: POSITION/ELEVATION WELL
 AJ3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3716+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3716_ROD/PIPE-DEPTH:  3.4 meters
 AJ3716_SLEEVE-DEPTH  :  0.8 meters
 AJ3716
 AJ3716  HISTORY     - Date     Condition        Report By
 AJ3716  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3716
 AJ3716                          STATION DESCRIPTION
 AJ3716
 AJ3716'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3716'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3716'NORTH, RANGE 07 EAST, SECTION 22
 AJ3716'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3716'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3716'(EXIT 191), DRIVE NORTH ON ELLSWORTH ROAD 4.5 MI (7.2 KM) TO THE
 AJ3716'INTERSECTION OF MC KELLIPS ROAD, THENCE CONTINUE THRU (NORTH) ON USERY
 AJ3716'PASS ROAD (ELLSWORTH TURNS INTO USERY PASS ROAD) FOR 4.4 MI (7.1 KM)
 AJ3716'AND PARK, THENCE WALK 76 FT (23.2 M) WEST TO THE STATION AS DESCRIBED
 AJ3716'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3716'COMPRESSED ON A 8.9 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3716'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3716'WITH AN ACCESS COVER STAMPED 1DN1 1999, SURROUNDED WITH A CONCRETE
 AJ3716'COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3716'STATION TIES
 AJ3716'76 FT (23.2 M) WEST OF USERY PASS ROAD CENTERLINE
 AJ3716'17.6 FT (5.4 M) WEST OF FENCE LINE
 AJ3716'3.7 FT (1.1 M) SOUTHEAST OF THE WHITE CARSONITE MARKER
 AJ3716'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3716'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3846 ***********************************************************************
 AJ3846  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3846  DESIGNATION -  1EA1
 AJ3846  PID         -  AJ3846
 AJ3846  STATE/COUNTY-  AZ/MARICOPA
 AJ3846  USGS QUAD   -  EL MIRAGE (1982)
 AJ3846
 AJ3846                         *CURRENT SURVEY CONTROL
 AJ3846  ___________________________________________________________________
 AJ3846* NAD 83(2007)-  33 33 02.71019(N)    112 18 13.19218(W)     ADJUSTED  
 AJ3846* NAVD 88     -       325.30   (meters)    1067.3    (feet)  GPS OBS   
 AJ3846  ___________________________________________________________________
 AJ3846  EPOCH DATE  -        2007.00
 AJ3846  X           -  -2,019,479.411 (meters)                     COMP
 AJ3846  Y           -  -4,923,102.706 (meters)                     COMP
 AJ3846  Z           -   3,505,190.046 (meters)                     COMP
 AJ3846  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AJ3846  ELLIP HEIGHT-         294.987 (meters)          (02/10/07) ADJUSTED
 AJ3846  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AJ3846
 AJ3846  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3846  Type    PID    Designation                      North   East  Ellip
 AJ3846  -------------------------------------------------------------------
 AJ3846  NETWORK AJ3846 1EA1                              0.63   0.53   0.98
 AJ3846  -------------------------------------------------------------------
 AJ3846
 AJ3846.The horizontal coordinates were established by GPS observations
 AJ3846.and adjusted by the National Geodetic Survey in February 2007.
 AJ3846
 AJ3846.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3846.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3846.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3846.The epoch date for horizontal control is a decimal equivalence
 AJ3846.of Year/Month/Day.
 AJ3846
 AJ3846.The orthometric height was determined by GPS observations and a
 AJ3846.high-resolution geoid model.
 AJ3846.The orthometric height was determined by GPS observations and a
 AJ3846.high-resolution geoid model using precise GPS observation and
 AJ3846.processing techniques.
 AJ3846
 AJ3846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3846
 AJ3846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3846
 AJ3846.The ellipsoidal height was determined by GPS observations
 AJ3846.and is referenced to NAD 83.
 AJ3846
 AJ3846.The geoid height was determined by GEOID03.
 AJ3846
 AJ3846;                    North         East     Units Scale Factor Converg.
 AJ3846;SPC AZ C     -   282,896.159   177,423.664   MT  0.99991592   -0 12 50.0
 AJ3846;SPC AZ C     -   928,137.00    582,098.64   iFT  0.99991592   -0 12 50.0
 AJ3846;UTM  12      - 3,713,107.192   378,975.251   MT  0.99978057   -0 43 14.1
 AJ3846
 AJ3846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3846!SPC AZ C     -   0.99995369  x   0.99991592  =   0.99986962
 AJ3846!UTM  12      -   0.99995369  x   0.99978057  =   0.99973427
 AJ3846
 AJ3846                          SUPERSEDED SURVEY CONTROL
 AJ3846
 AJ3846  NAD 83(1992)-  33 33 02.70949(N)    112 18 13.19156(W) AD(       ) B
 AJ3846  ELLIP H (04/12/01)  295.016  (m)                       GP(       ) 3 2
 AJ3846
 AJ3846.Superseded values are not recommended for survey control.
 AJ3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3846.See file dsdata.txt to determine how the superseded data were derived.
 AJ3846
 AJ3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7897513107(NAD 83)
 AJ3846_MARKER: I = METAL ROD
 AJ3846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3846_STAMPING: 1EA1 1999
 AJ3846_MARK LOGO: MCDOT 
 AJ3846_PROJECTION: FLUSH
 AJ3846_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3846+STABILITY: POSITION/ELEVATION WELL
 AJ3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3846+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2008
 AJ3846_ROD/PIPE-DEPTH:  7.8 meters
 AJ3846_SLEEVE-DEPTH  :  0.8 meters
 AJ3846
 AJ3846  HISTORY     - Date     Condition        Report By
 AJ3846  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3846  HISTORY     - 20080314 GOOD             GEOCAC
 AJ3846
 AJ3846                          STATION DESCRIPTION
 AJ3846
 AJ3846'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3846'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 2 NORTH,
 AJ3846'RANGE 1 EAST, SECTION 6
 AJ3846'OWNERSHIP - CITY OF GLENDALE
 AJ3846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 101 AND
 AJ3846'NORTHERN AVENUE AT EXIT 8, DRIVE WEST ON NORTHERN AVENUE 2.2 MI (3.5
 AJ3846'KM) TO THE STATION ON THE LEFT 35 FT (10.7 M) SOUTH OF THE SOUTH EDGE
 AJ3846'OF ASPHALT OF NORTHERN AVENUE IN A LANDSCAPE AREA
 AJ3846'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3846'COMPRESSED ON A 25.6 FT (7.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3846'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3846'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EA1 1999, SURROUNDED WITH A
 AJ3846'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3846'MARKER
 AJ3846'STATION TIES -
 AJ3846'35 FT (10.7 M) SOUTH OF THE SOUTH EDGE OF ASPHALT OF NORTHERN AVENUE
 AJ3846'21 FT (6.4 M) NORTH OF A BLOCK WALL
 AJ3846'23 FT (7.0 M) NORTHWEST OF THE CORNER OF A WROUGHT IRON FENCE
 AJ3846'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3846'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3846
 AJ3846                          STATION RECOVERY (2008)
 AJ3846
 AJ3846'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3847 ***********************************************************************
 AJ3847  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3847  DESIGNATION -  1EC1
 AJ3847  PID         -  AJ3847
 AJ3847  STATE/COUNTY-  AZ/MARICOPA
 AJ3847  USGS QUAD   -  GLENDALE (1982)
 AJ3847
 AJ3847                         *CURRENT SURVEY CONTROL
 AJ3847  ___________________________________________________________________
 AJ3847* NAD 83(2007)-  33 33 13.37282(N)    112 12 16.56974(W)     ADJUSTED  
 AJ3847* NAVD 88     -       347.81   (meters)    1141.1    (feet)  GPS OBS   
 AJ3847  ___________________________________________________________________
 AJ3847  EPOCH DATE  -        2007.00
 AJ3847  X           -  -2,010,903.134 (meters)                     COMP
 AJ3847  Y           -  -4,926,436.408 (meters)                     COMP
 AJ3847  Z           -   3,505,476.430 (meters)                     COMP
 AJ3847  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 AJ3847  ELLIP HEIGHT-         317.777 (meters)          (02/10/07) ADJUSTED
 AJ3847  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AJ3847
 AJ3847  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3847  Type    PID    Designation                      North   East  Ellip
 AJ3847  -------------------------------------------------------------------
 AJ3847  NETWORK AJ3847 1EC1                              0.76   0.69   1.16
 AJ3847  -------------------------------------------------------------------
 AJ3847
 AJ3847.The horizontal coordinates were established by GPS observations
 AJ3847.and adjusted by the National Geodetic Survey in February 2007.
 AJ3847
 AJ3847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3847.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3847.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3847.The epoch date for horizontal control is a decimal equivalence
 AJ3847.of Year/Month/Day.
 AJ3847
 AJ3847.The orthometric height was determined by GPS observations and a
 AJ3847.high-resolution geoid model.
 AJ3847.The orthometric height was determined by GPS observations and a
 AJ3847.high-resolution geoid model using precise GPS observation and
 AJ3847.processing techniques.
 AJ3847
 AJ3847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3847
 AJ3847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3847
 AJ3847.The ellipsoidal height was determined by GPS observations
 AJ3847.and is referenced to NAD 83.
 AJ3847
 AJ3847.The geoid height was determined by GEOID03.
 AJ3847
 AJ3847;                    North         East     Units Scale Factor Converg.
 AJ3847;SPC AZ C     -   283,194.694   186,623.417   MT  0.99990881   -0 09 32.9
 AJ3847;SPC AZ C     -   929,116.45    612,281.55   iFT  0.99990881   -0 09 32.9
 AJ3847;UTM  12      - 3,713,324.323   388,175.950   MT  0.99975416   -0 39 57.2
 AJ3847
 AJ3847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3847!SPC AZ C     -   0.99995011  x   0.99990881  =   0.99985893
 AJ3847!UTM  12      -   0.99995011  x   0.99975416  =   0.99970429
 AJ3847
 AJ3847                          SUPERSEDED SURVEY CONTROL
 AJ3847
 AJ3847  NAD 83(1992)-  33 33 13.37210(N)    112 12 16.56904(W) AD(       ) B
 AJ3847  ELLIP H (04/12/01)  317.811  (m)                       GP(       ) 3 2
 AJ3847
 AJ3847.Superseded values are not recommended for survey control.
 AJ3847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3847.See file dsdata.txt to determine how the superseded data were derived.
 AJ3847
 AJ3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8817613324(NAD 83)
 AJ3847_MARKER: I = METAL ROD
 AJ3847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3847_STAMPING: 1EC1 1999
 AJ3847_MARK LOGO: MCDOT 
 AJ3847_PROJECTION: FLUSH
 AJ3847_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3847+STABILITY: POSITION/ELEVATION WELL
 AJ3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3847+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3847_ROD/PIPE-DEPTH:  4.5 meters
 AJ3847_SLEEVE-DEPTH  :  0.8 meters
 AJ3847
 AJ3847  HISTORY     - Date     Condition        Report By
 AJ3847  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3847
 AJ3847                          STATION DESCRIPTION
 AJ3847
 AJ3847'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3847'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 3 NORTH,
 AJ3847'RANGE 1 EAST, SECTION 36
 AJ3847'OWNERSHIP - SANTA FE RAILROAD RIGHT OF WAY
 AJ3847'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND NORTHERN
 AJ3847'AVENUE, DRIVE WEST ON NORTHERN AVENUE 160 FT (48.8 M) TO A DRIVEWAY
 AJ3847'CUTOUT ON THE RIGHT, THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY 310
 AJ3847'FT (94.5 M) TO A RAILROAD TRACK, THENCE CROSS THE RAILROAD TRACK AND
 AJ3847'CONTINUE DRIVING NORTHERLY 130 FT (39.6 M) TO THE STATION
 AJ3847'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3847'COMPRESSED ON A 14.8 FT (4.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3847'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3847'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EC1 1999, SURROUNDED WITH A
 AJ3847'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3847'MARKER
 AJ3847'STATION TIES -
 AJ3847'35.5 FT (10.8 M) NORTHEAST OF A CHAIN LINK FENCE
 AJ3847'65 FT (19.8 M) SOUTHWEST OF A RAILROAD TRACK
 AJ3847'61.3 FT (18.7 M) WEST OF A RAILROAD SWITCH
 AJ3847'51.4 FT (15.7 M) NORTHWEST OF A TELEPHONE LINE MARKER
 AJ3847'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3847'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3729 ***********************************************************************
 AJ3729  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3729  DESIGNATION -  1EE1
 AJ3729  PID         -  AJ3729
 AJ3729  STATE/COUNTY-  AZ/MARICOPA
 AJ3729  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3729
 AJ3729                         *CURRENT SURVEY CONTROL
 AJ3729  ___________________________________________________________________
 AJ3729* NAD 83(2007)-  33 33 01.66079(N)    112 07 31.53545(W)     ADJUSTED  
 AJ3729* NAVD 88     -       365.44   (meters)    1198.9    (feet)  GPS OBS   
 AJ3729  ___________________________________________________________________
 AJ3729  EPOCH DATE  -        2007.00
 AJ3729  X           -  -2,004,174.161 (meters)                     COMP
 AJ3729  Y           -  -4,929,409.064 (meters)                     COMP
 AJ3729  Z           -   3,505,185.549 (meters)                     COMP
 AJ3729  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 AJ3729  ELLIP HEIGHT-         335.606 (meters)          (02/10/07) ADJUSTED
 AJ3729  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3729
 AJ3729  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3729  Type    PID    Designation                      North   East  Ellip
 AJ3729  -------------------------------------------------------------------
 AJ3729  NETWORK AJ3729 1EE1                              0.76   0.71   1.16
 AJ3729  -------------------------------------------------------------------
 AJ3729
 AJ3729.The horizontal coordinates were established by GPS observations
 AJ3729.and adjusted by the National Geodetic Survey in February 2007.
 AJ3729
 AJ3729.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3729.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3729.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3729.The epoch date for horizontal control is a decimal equivalence
 AJ3729.of Year/Month/Day.
 AJ3729
 AJ3729.The orthometric height was determined by GPS observations and a
 AJ3729.high-resolution geoid model.
 AJ3729.The orthometric height was determined by GPS observations and a
 AJ3729.high-resolution geoid model using precise GPS observation and
 AJ3729.processing techniques.
 AJ3729
 AJ3729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3729
 AJ3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3729
 AJ3729.The ellipsoidal height was determined by GPS observations
 AJ3729.and is referenced to NAD 83.
 AJ3729
 AJ3729.The geoid height was determined by GEOID03.
 AJ3729
 AJ3729;                    North         East     Units Scale Factor Converg.
 AJ3729;SPC AZ C     -   282,816.273   193,974.689   MT  0.99990463   -0 06 55.4
 AJ3729;SPC AZ C     -   927,874.91    636,399.90   iFT  0.99990463   -0 06 55.4
 AJ3729;UTM  12      - 3,712,880.979   395,522.394   MT  0.99973457   -0 37 19.4
 AJ3729
 AJ3729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3729!SPC AZ C     -   0.99994732  x   0.99990463  =   0.99985195
 AJ3729!UTM  12      -   0.99994732  x   0.99973457  =   0.99968190
 AJ3729
 AJ3729                          SUPERSEDED SURVEY CONTROL
 AJ3729
 AJ3729  NAD 83(1992)-  33 33 01.66010(N)    112 07 31.53464(W) AD(       ) B
 AJ3729  ELLIP H (04/12/01)  335.642  (m)                       GP(       ) 3 2
 AJ3729
 AJ3729.Superseded values are not recommended for survey control.
 AJ3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3729.See file dsdata.txt to determine how the superseded data were derived.
 AJ3729
 AJ3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9552212881(NAD 83)
 AJ3729_MARKER: I = METAL ROD
 AJ3729_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3729_STAMPING: 1EE1 1999
 AJ3729_MARK LOGO: MCDOT 
 AJ3729_PROJECTION: FLUSH
 AJ3729_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3729+STABILITY: POSITION/ELEVATION WELL
 AJ3729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3729+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 AJ3729_ROD/PIPE-DEPTH: 12.0 meters
 AJ3729_SLEEVE-DEPTH  :  0.8 meters
 AJ3729
 AJ3729  HISTORY     - Date     Condition        Report By
 AJ3729  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3729  HISTORY     - 20040306 GOOD             USPSQD
 AJ3729  HISTORY     - 20070814 GOOD             GEOCAC
 AJ3729
 AJ3729                          STATION DESCRIPTION
 AJ3729
 AJ3729'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3729'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 02 NORTH,
 AJ3729'RANGE 02 EAST, SECTION 2
 AJ3729'OWNERSHIP - CITY OF PHOENIX
 AJ3729'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND NORTHERN AVENUE
 AJ3729'(EXIT 206) DRIVE WEST ON NORTHERN AVENUE FOR 0.75 MI (1.21 KM) TO 31ST
 AJ3729'AVENUE THENCE, TURN LEFT (SOUTH) ONTO 31ST AVENUE AND DRIVE 0.2 MI
 AJ3729'(0.3 KM) TO A GATED ASPHALTED PARKING LOT DRIVEWAY ON THE LEFT (EAST)
 AJ3729'OPPOSITE BELMONT AVENUE, THENCE TURN LEFT (EAST) INTO THE DRIVEWAY AND
 AJ3729'DRIVE TO THE FAR LEFT CORNER (NORTHWEST CORNER) AND PARK, WALK 34.0 FT
 AJ3729'(10.4 M) NORTHWEST TO THE STATION AS DESCRIBED
 AJ3729'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3729'COMPRESSED ON A 39.3 FOOT (12.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3729'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3729'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1EE1 1999, SURROUNDED
 AJ3729'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3729'CARSONITE MARKER
 AJ3729'STATION TIES
 AJ3729'67.3 FT (20.5 M) NORTH NORTHWEST OF A PARKING LOT LIGHT ON THE WEST
 AJ3729'SIDE OF THE PARKING LOT
 AJ3729'58.5 FT (17.8 M) WEST OF A 12 INCH DIAMETER PALM TREE
 AJ3729'38.9 FT (11.9 M) SOUTH AND PERPENDICULAR TO A 5 FT (1.5 M) HIGH BLOCK
 AJ3729'WALL
 AJ3729'34.0 FT (10.4 M) NORTHWEST OF THE NORTHWEST CORNER OF THE ASPHALT
 AJ3729'PARKING LOT
 AJ3729'23.5 FT (7.2 M) EAST AND PERPENDICULAR TO A 5 FT (1.5 M) HIGH BLOCK
 AJ3729'WALL PARALLELING 31ST AVENUE
 AJ3729'6.6 FT (2.0 M) NORTHWEST FROM THE WHITE CARSONITE MARKER
 AJ3729'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3729'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3729
 AJ3729                          STATION RECOVERY (2004)
 AJ3729
 AJ3729'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 AJ3729'RECOVERED AS DESCRIBED.  FOUND WITNESS POST.
 AJ3729
 AJ3729                          STATION RECOVERY (2007)
 AJ3729
 AJ3729'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3682 ***********************************************************************
 AJ3682  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3682  DESIGNATION -  1EF4
 AJ3682  PID         -  AJ3682
 AJ3682  STATE/COUNTY-  AZ/MARICOPA
 AJ3682  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3682
 AJ3682                         *CURRENT SURVEY CONTROL
 AJ3682  ___________________________________________________________________
 AJ3682* NAD 83(2007)-  33 33 20.45229(N)    112 02 19.95759(W)     ADJUSTED  
 AJ3682* NAVD 88     -       416.16   (meters)    1365.4    (feet)  GPS OBS   
 AJ3682  ___________________________________________________________________
 AJ3682  EPOCH DATE  -        2007.00
 AJ3682  X           -  -1,996,621.490 (meters)                     COMP
 AJ3682  Y           -  -4,932,173.588 (meters)                     COMP
 AJ3682  Z           -   3,505,696.205 (meters)                     COMP
 AJ3682  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AJ3682  ELLIP HEIGHT-         386.520 (meters)          (02/10/07) ADJUSTED
 AJ3682  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3682
 AJ3682  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3682  Type    PID    Designation                      North   East  Ellip
 AJ3682  -------------------------------------------------------------------
 AJ3682  NETWORK AJ3682 1EF4                              0.69   0.65   1.08
 AJ3682  -------------------------------------------------------------------
 AJ3682
 AJ3682.The horizontal coordinates were established by GPS observations
 AJ3682.and adjusted by the National Geodetic Survey in February 2007.
 AJ3682
 AJ3682.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3682.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3682.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3682.The epoch date for horizontal control is a decimal equivalence
 AJ3682.of Year/Month/Day.
 AJ3682
 AJ3682.The orthometric height was determined by GPS observations and a
 AJ3682.high-resolution geoid model.
 AJ3682.The orthometric height was determined by GPS observations and a
 AJ3682.high-resolution geoid model using precise GPS observation and
 AJ3682.processing techniques.
 AJ3682
 AJ3682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3682
 AJ3682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3682
 AJ3682.The ellipsoidal height was determined by GPS observations
 AJ3682.and is referenced to NAD 83.
 AJ3682
 AJ3682.The geoid height was determined by GEOID03.
 AJ3682
 AJ3682;                    North         East     Units Scale Factor Converg.
 AJ3682;SPC AZ C     -   283,382.344   202,012.302   MT  0.99990159   -0 04 03.2
 AJ3682;SPC AZ C     -   929,732.10    662,770.02   iFT  0.99990159   -0 04 03.2
 AJ3682;UTM  12      - 3,713,375.859   403,563.264   MT  0.99971465   -0 34 27.4
 AJ3682
 AJ3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3682!SPC AZ C     -   0.99993932  x   0.99990159  =   0.99984092
 AJ3682!UTM  12      -   0.99993932  x   0.99971465  =   0.99965399
 AJ3682
 AJ3682                          SUPERSEDED SURVEY CONTROL
 AJ3682
 AJ3682  NAD 83(1992)-  33 33 20.45167(N)    112 02 19.95670(W) AD(       ) B
 AJ3682  ELLIP H (04/12/01)  386.559  (m)                       GP(       ) 3 2
 AJ3682
 AJ3682.Superseded values are not recommended for survey control.
 AJ3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3682.See file dsdata.txt to determine how the superseded data were derived.
 AJ3682
 AJ3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0356313376(NAD 83)
 AJ3682_MARKER: I = METAL ROD
 AJ3682_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3682_STAMPING: 1EF4 1999
 AJ3682_MARK LOGO: MCDOT 
 AJ3682_PROJECTION: FLUSH
 AJ3682_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3682+STABILITY: POSITION/ELEVATION WELL
 AJ3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3682+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3682_ROD/PIPE-DEPTH:  6.7 meters
 AJ3682_SLEEVE-DEPTH  :  0.8 meters
 AJ3682
 AJ3682  HISTORY     - Date     Condition        Report By
 AJ3682  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3682  HISTORY     - 20051203 GOOD             USPSQD
 AJ3682
 AJ3682                          STATION DESCRIPTION
 AJ3682
 AJ3682'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3682'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3682'RANGE 03 EAST, SECTION 34
 AJ3682'OWNERSHIP - PHOENIX MTN PRESERVE
 AJ3682'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND NORTHERN AVE
 AJ3682'(EXIT 7), DRIVE WEST ON NORTHERN AVE FOR 0.3 MI (0.5 KM) TO 18TH ST,
 AJ3682'THENCE TURN LEFT (SOUTH) ON TO 18TH ST AND DRIVE SOUTHEAST A SHORT
 AJ3682'DISTANCE UNTIL IT BECOMES ROYAL PALM RD, CONTINUE ALONG ROYAL PALM 0.2
 AJ3682'MI (0.3 KM) WHERE THE ROAD TURNS SOUTH AND BECOMES DREAMY DRAW DR,
 AJ3682'THENCE DRIVE SOUTH AND DRIVE FOR 0.3 MI (0.5 KM) AND PARK AT THIS
 AJ3682'LOCATION AND WALK EAST 250 FT (76.2 M) FROM CENTERLINE OF DREAMY DRAW
 AJ3682'DR AND AWAY FROM A CUL-DE-SAC TO THE TO THE STATION AS DESCRIBED
 AJ3682'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3682'COMPRESSED ON A 22 FT (6.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3682'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3682'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EF4 1999, SURROUNDED WITH A
 AJ3682'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3682'STATION TIES
 AJ3682'250.0 FT (76.2 M) EAST OF THE CENTERLINE OF DREAMY DRAW DR AND
 AJ3682'OPPOSITE A CUL-DE-SAC
 AJ3682'5.0 FT (1.5 M) WEST OF A CARSONITE MARKER
 AJ3682'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3682'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3682
 AJ3682                          STATION RECOVERY (2005)
 AJ3682
 AJ3682'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 AJ3682'RECOVERED AS DESCRIBED.  NF
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3718 ***********************************************************************
 AJ3718  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3718  DESIGNATION -  1EG4
 AJ3718  PID         -  AJ3718
 AJ3718  STATE/COUNTY-  AZ/MARICOPA
 AJ3718  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3718
 AJ3718                         *CURRENT SURVEY CONTROL
 AJ3718  ___________________________________________________________________
 AJ3718* NAD 83(2007)-  33 33 39.90817(N)    111 59 03.72722(W)     ADJUSTED  
 AJ3718* NAVD 88     -       492.31   (meters)    1615.2    (feet)  GPS OBS   
 AJ3718  ___________________________________________________________________
 AJ3718  EPOCH DATE  -        2007.00
 AJ3718  X           -  -1,991,828.074 (meters)                     COMP
 AJ3718  Y           -  -4,933,822.443 (meters)                     COMP
 AJ3718  Z           -   3,506,237.876 (meters)                     COMP
 AJ3718  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AJ3718  ELLIP HEIGHT-         462.717 (meters)          (02/10/07) ADJUSTED
 AJ3718  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3718
 AJ3718  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3718  Type    PID    Designation                      North   East  Ellip
 AJ3718  -------------------------------------------------------------------
 AJ3718  NETWORK AJ3718 1EG4                              0.69   0.63   1.12
 AJ3718  -------------------------------------------------------------------
 AJ3718
 AJ3718.The horizontal coordinates were established by GPS observations
 AJ3718.and adjusted by the National Geodetic Survey in February 2007.
 AJ3718
 AJ3718.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3718.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3718.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3718.The epoch date for horizontal control is a decimal equivalence
 AJ3718.of Year/Month/Day.
 AJ3718
 AJ3718.The orthometric height was determined by GPS observations and a
 AJ3718.high-resolution geoid model.
 AJ3718.The orthometric height was determined by GPS observations and a
 AJ3718.high-resolution geoid model using precise GPS observation and
 AJ3718.processing techniques.
 AJ3718
 AJ3718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3718
 AJ3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3718
 AJ3718.The ellipsoidal height was determined by GPS observations
 AJ3718.and is referenced to NAD 83.
 AJ3718
 AJ3718.The geoid height was determined by GEOID03.
 AJ3718
 AJ3718;                    North         East     Units Scale Factor Converg.
 AJ3718;SPC AZ C     -   283,977.075   207,074.008   MT  0.99990049   -0 02 14.7
 AJ3718;SPC AZ C     -   931,683.32    679,376.67   iFT  0.99990049   -0 02 14.7
 AJ3718;UTM  12      - 3,713,925.693   408,629.058   MT  0.99970292   -0 32 39.2
 AJ3718
 AJ3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3718!SPC AZ C     -   0.99992736  x   0.99990049  =   0.99982786
 AJ3718!UTM  12      -   0.99992736  x   0.99970292  =   0.99963030
 AJ3718
 AJ3718                          SUPERSEDED SURVEY CONTROL
 AJ3718
 AJ3718  NAD 83(1992)-  33 33 39.90761(N)    111 59 03.72642(W) AD(       ) B
 AJ3718  ELLIP H (04/12/01)  462.764  (m)                       GP(       ) 3 2
 AJ3718
 AJ3718.Superseded values are not recommended for survey control.
 AJ3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3718.See file dsdata.txt to determine how the superseded data were derived.
 AJ3718
 AJ3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0862913926(NAD 83)
 AJ3718_MARKER: I = METAL ROD
 AJ3718_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3718+WITH SETTING: INFORMATION.
 AJ3718_STAMPING: 1EG4 1999
 AJ3718_MARK LOGO: MCDOT 
 AJ3718_PROJECTION: FLUSH
 AJ3718_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3718+STABILITY: POSITION/ELEVATION WELL
 AJ3718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3718+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AJ3718_ROD/PIPE-DEPTH:  1.2 meters
 AJ3718_SLEEVE-DEPTH  :  0.8 meters
 AJ3718
 AJ3718  HISTORY     - Date     Condition        Report By
 AJ3718  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3718  HISTORY     - 20030221 GOOD             USPSQD
 AJ3718  HISTORY     - 20051202 POOR             USPSQD
 AJ3718
 AJ3718                          STATION DESCRIPTION
 AJ3718
 AJ3718'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3718'THE STATION IS LOCATED WITHIN THE TOWN OF PARADISE VALLEY, TOWNSHIP 03
 AJ3718'NORTH, RANGE 04 EAST, SECTION 31
 AJ3718'OWNERSHIP - PHOENIX MTN PRESERVE
 AJ3718'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND SHEA BLVD (EXIT
 AJ3718'9) , DRIVE EAST ON SHEA BLVD FOR 1.8 MI (2.9 KM) TO TATUM BLVD, THENCE
 AJ3718'TURN RIGHT (SOUTH) AND DRIVE ONTO TATUM BLVD 1.5 MI (2.4 KM) TO SUNSET
 AJ3718'DRIVE, THENCE TURN RIGHT (WEST) AND DRIVE ON SUNSET DRIVE FOR 0.2 MI
 AJ3718'(0.3 KM) WEST THEN NORTH THEN WEST AGAIN TO LAURETTA LANE, THENCE TURN
 AJ3718'LEFT (SOUTH) AND DRIVE ON LAURETTA LANE FOR 0.2 MI (0.3 KM) TO CHARLES
 AJ3718'DRIVE, THENCE TURN RIGHT (WEST) ONTO CHARLES DRIVE AND DRIVE FOR 0.5
 AJ3718'MI (0.8 KM) WESTERLY AND THEN CONTINUE AS THE ROAD BENDS TO THE NORTH
 AJ3718'TO A LOCKED GATE AND STOP, WALK NORTH 400 FT TO THE STATION AS
 AJ3718'DESCRIBED
 AJ3718'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3718'COMPRESSED ON A 4.0 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3718'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3718'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EG4 1999, SURROUNDED WITH A
 AJ3718'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3718'STATION TIES
 AJ3718'400 FT (121.9 M) NORTH OF LOCKED GATE
 AJ3718'5.0 FT (1.5 M) FROM WHITE CARSONITE MARKER
 AJ3718'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3718'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3718
 AJ3718                          STATION RECOVERY (2003)
 AJ3718
 AJ3718'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 AJ3718'RECOVERED AS DESCRIBED.
 AJ3718
 AJ3718                          STATION RECOVERY (2005)
 AJ3718
 AJ3718'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 AJ3718'RECOVERED AS DESCRIBED. FOUND BUT IN POOR CONDITION. CAP WAS REMOVED
 AJ3718'BY VANDALS.  STAMPING THE IEG4 IS STILL VISABLE ON THE RIM THE 1999
 AJ3718'WAS ON THE CAP AND IS MISSNG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3683 ***********************************************************************
 AJ3683  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3683  DESIGNATION -  1EI1
 AJ3683  PID         -  AJ3683
 AJ3683  STATE/COUNTY-  AZ/MARICOPA
 AJ3683  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3683
 AJ3683                         *CURRENT SURVEY CONTROL
 AJ3683  ___________________________________________________________________
 AJ3683* NAD 83(2007)-  33 33 10.70044(N)    111 53 20.65792(W)     ADJUSTED  
 AJ3683* NAVD 88     -       401.07   (meters)    1315.8    (feet)  GPS OBS   
 AJ3683  ___________________________________________________________________
 AJ3683  EPOCH DATE  -        2007.00
 AJ3683  X           -  -1,983,776.242 (meters)                     COMP
 AJ3683  Y           -  -4,937,519.494 (meters)                     COMP
 AJ3683  Z           -   3,505,437.445 (meters)                     COMP
 AJ3683  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AJ3683  ELLIP HEIGHT-         371.393 (meters)          (02/10/07) ADJUSTED
 AJ3683  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AJ3683
 AJ3683  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3683  Type    PID    Designation                      North   East  Ellip
 AJ3683  -------------------------------------------------------------------
 AJ3683  NETWORK AJ3683 1EI1                              0.61   0.49   0.67
 AJ3683  -------------------------------------------------------------------
 AJ3683
 AJ3683.The horizontal coordinates were established by GPS observations
 AJ3683.and adjusted by the National Geodetic Survey in February 2007.
 AJ3683
 AJ3683.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3683.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3683.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3683.The epoch date for horizontal control is a decimal equivalence
 AJ3683.of Year/Month/Day.
 AJ3683
 AJ3683.The orthometric height was determined by GPS observations and a
 AJ3683.high-resolution geoid model.
 AJ3683.The orthometric height was determined by GPS observations and a
 AJ3683.high-resolution geoid model using precise GPS observation and
 AJ3683.processing techniques.
 AJ3683
 AJ3683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3683
 AJ3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3683
 AJ3683.The ellipsoidal height was determined by GPS observations
 AJ3683.and is referenced to NAD 83.
 AJ3683
 AJ3683.The geoid height was determined by GEOID03.
 AJ3683
 AJ3683;                    North         East     Units Scale Factor Converg.
 AJ3683;SPC AZ C     -   283,075.576   215,922.381   MT  0.99990008   +0 00 54.9
 AJ3683;SPC AZ C     -   928,725.64    708,406.76   iFT  0.99990008   +0 00 54.9
 AJ3683;UTM  12      - 3,712,946.175   417,467.283   MT  0.99968398   -0 29 29.1
 AJ3683
 AJ3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3683!SPC AZ C     -   0.99994170  x   0.99990008  =   0.99984178
 AJ3683!UTM  12      -   0.99994170  x   0.99968398  =   0.99962570
 AJ3683
 AJ3683                          SUPERSEDED SURVEY CONTROL
 AJ3683
 AJ3683  NAD 83(1992)-  33 33 10.69998(N)    111 53 20.65751(W) AD(       ) B
 AJ3683  ELLIP H (04/12/01)  371.481  (m)                       GP(       ) 3 2
 AJ3683
 AJ3683.Superseded values are not recommended for survey control.
 AJ3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3683.See file dsdata.txt to determine how the superseded data were derived.
 AJ3683
 AJ3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1746712946(NAD 83)
 AJ3683_MARKER: I = METAL ROD
 AJ3683_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3683_STAMPING: 1EI1 1999
 AJ3683_MARK LOGO: MCDOT 
 AJ3683_PROJECTION: FLUSH
 AJ3683_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3683+STABILITY: POSITION/ELEVATION WELL
 AJ3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3683+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3683_ROD/PIPE-DEPTH:  6.1 meters
 AJ3683_SLEEVE-DEPTH  :  0.8 meters
 AJ3683
 AJ3683  HISTORY     - Date     Condition        Report By
 AJ3683  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3683  HISTORY     - 20020515 GOOD             USPSQD
 AJ3683
 AJ3683                          STATION DESCRIPTION
 AJ3683
 AJ3683'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3683'THE STATION IS LOCATED WITHIN THE SALT RIVER PIMA MARICOPA INDIAN
 AJ3683'COMMUNITY, TOWNSHIP 02 NORTH, RANGE 05 EAST, SECTION 6
 AJ3683'OWNERSHIP - SALT RIVER INDIAN RESERVATION R/W
 AJ3683'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND VIA DE VENTURA
 AJ3683'(EXIT 43), DRIVE WEST ON VIA DE VENTURA 0.57 MI (0.92 KM) TOWARD THE
 AJ3683'INTERSECTION OF PIMA ROAD TO A SLIGHT CURVE TO THE LEFT (SOUTH) AND
 AJ3683'PARK, WALK SOUTH ABOUT 55 FT (16.8 M) FROM THE CENTERLINE OF ROADWAY
 AJ3683'TO THE STATION AS DESCRIBED
 AJ3683'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3683'COMPRESSED ON A 16.0 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3683'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3683'PVC PIPE WITH A MARICOPA COUNTY DOT LOGO ACCESS COVER STAMPED 1EI1
 AJ3683'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3683'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3683'STATION TIES
 AJ3683'701 FT (213.7 M) WEST OF THE CENTERLINE OF VIA DE VENTURA
 AJ3683'55.0 FT (16.8 M) SOUTHEASTERLY PERPENDICULAR FROM THE CENTERLINE OF
 AJ3683'VIA DE VENTURA TO THE STATION
 AJ3683'3.1 FT (0.9 M) SOUTHWEST OF THE WHITE CARSONITE MARKER
 AJ3683'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3683'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3683
 AJ3683                          STATION RECOVERY (2002)
 AJ3683
 AJ3683'RECOVERY NOTE BY US POWER SQUADRON 2002 (BL)
 AJ3683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3684 ***********************************************************************
 AJ3684  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3684  DESIGNATION -  1EK2
 AJ3684  PID         -  AJ3684
 AJ3684  STATE/COUNTY-  AZ/MARICOPA
 AJ3684  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AJ3684
 AJ3684                         *CURRENT SURVEY CONTROL
 AJ3684  ___________________________________________________________________
 AJ3684* NAD 83(2007)-  33 34 04.46350(N)    111 47 14.54846(W)     ADJUSTED  
 AJ3684* NAVD 88     -       472.07   (meters)    1548.8    (feet)  GPS OBS   
 AJ3684  ___________________________________________________________________
 AJ3684  EPOCH DATE  -        2007.00
 AJ3684  X           -  -1,974,691.401 (meters)                     COMP
 AJ3684  Y           -  -4,940,237.559 (meters)                     COMP
 AJ3684  Z           -   3,506,857.184 (meters)                     COMP
 AJ3684  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3684  ELLIP HEIGHT-         442.579 (meters)          (02/10/07) ADJUSTED
 AJ3684  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3684
 AJ3684  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3684  Type    PID    Designation                      North   East  Ellip
 AJ3684  -------------------------------------------------------------------
 AJ3684  NETWORK AJ3684 1EK2                              0.65   0.57   0.92
 AJ3684  -------------------------------------------------------------------
 AJ3684
 AJ3684.The horizontal coordinates were established by GPS observations
 AJ3684.and adjusted by the National Geodetic Survey in February 2007.
 AJ3684
 AJ3684.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3684.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3684.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3684.The epoch date for horizontal control is a decimal equivalence
 AJ3684.of Year/Month/Day.
 AJ3684
 AJ3684.The orthometric height was determined by GPS observations and a
 AJ3684.high-resolution geoid model.
 AJ3684.The orthometric height was determined by GPS observations and a
 AJ3684.high-resolution geoid model using precise GPS observation and
 AJ3684.processing techniques.
 AJ3684
 AJ3684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3684
 AJ3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3684
 AJ3684.The ellipsoidal height was determined by GPS observations
 AJ3684.and is referenced to NAD 83.
 AJ3684
 AJ3684.The geoid height was determined by GEOID03.
 AJ3684
 AJ3684;                    North         East     Units Scale Factor Converg.
 AJ3684;SPC AZ C     -   284,738.975   225,363.565   MT  0.99990178   +0 04 17.4
 AJ3684;SPC AZ C     -   934,182.99    739,381.77   iFT  0.99990178   +0 04 17.4
 AJ3684;UTM  12      - 3,714,525.647   426,920.673   MT  0.99966584   -0 26 07.4
 AJ3684
 AJ3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3684!SPC AZ C     -   0.99993052  x   0.99990178  =   0.99983231
 AJ3684!UTM  12      -   0.99993052  x   0.99966584  =   0.99959639
 AJ3684
 AJ3684                          SUPERSEDED SURVEY CONTROL
 AJ3684
 AJ3684  NAD 83(1992)-  33 34 04.46296(N)    111 47 14.54772(W) AD(       ) B
 AJ3684  ELLIP H (04/12/01)  442.632  (m)                       GP(       ) 3 2
 AJ3684
 AJ3684.Superseded values are not recommended for survey control.
 AJ3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3684.See file dsdata.txt to determine how the superseded data were derived.
 AJ3684
 AJ3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2692114526(NAD 83)
 AJ3684_MARKER: I = METAL ROD
 AJ3684_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3684+WITH SETTING: INFORMATION.
 AJ3684_STAMPING: 1EK2 1999
 AJ3684_MARK LOGO: MCDOT 
 AJ3684_PROJECTION: FLUSH
 AJ3684_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3684+STABILITY: POSITION/ELEVATION WELL
 AJ3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3684+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3684_ROD/PIPE-DEPTH:  2.4 meters
 AJ3684_SLEEVE-DEPTH  :  0.8 meters
 AJ3684
 AJ3684  HISTORY     - Date     Condition        Report By
 AJ3684  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3684  HISTORY     - 20090226 MARK NOT FOUND   GEOCAC
 AJ3684
 AJ3684                          STATION DESCRIPTION
 AJ3684
 AJ3684'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3684'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 03
 AJ3684'SOUTH, RANGE 05 EAST, SECTION 25
 AJ3684'OWNERSHIP - SCOTTSDALE R/W
 AJ3684'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND COUNTRY CLUB DR
 AJ3684'(SR 87) (EXIT 179), DRIVE NORTH ON COUNTRY CLUB DR (SR 87) 5.5 MI (8.9
 AJ3684'KM) TO MCDOWELL ROAD, THENCE CONTINUE NORTHERLY ALONG SR 87 ABOUT 8.0
 AJ3684'MI (12.9 KM) TO SHEA BLVD, THENCE TURN LEFT (WEST) ALONG SHEA BLVD 4.9
 AJ3684'MI (7.9 KM) 136TH ST, THENCE TURN LEFT (SOUTH) AND DRIVE 0.6 MI (1.0
 AJ3684'KM) TO THE END OF PAVEMENT AND AN OFFSET IN THE ROAD, TURN LEFT (EAST)
 AJ3684'AND DRIVE EAST AROUND THE BEND TO THE SOUTH AND CONTINUE SOUTHERLY
 AJ3684'ALONG A DIRT ROAD 0.4 MI (0.6 KM) AND PARK ABOUT 60 FEET (18.3 M)
 AJ3684'NORTH OF AN EXISTING FENCE, WALK EAST 30 FT (9.1 M) FROM THE DIRT RD
 AJ3684'TO THE STATION AS DESCRIBED
 AJ3684'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3684'COMPRESSED ON A 6.3 FOOT (1.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3684'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3684'WITH A COUNTY LOGO ACCESS COVER STAMPED 1EK2 1999, SURROUNDED WITH A
 AJ3684'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3684'MARKER
 AJ3684'STATION TIES
 AJ3684'33.2 FEET (10.1 M) NORTH OF THE FENCE ON THE NORTH BORDER OF THE
 AJ3684'INDIAN COMMUNITY
 AJ3684'30 FEET (9.1 M) EAST OF THE DIRT ROAD DROVE IN ON
 AJ3684'5.0 FEET (1.5 M) NORTH OF A GLO BRASS CAP
 AJ3684'4.1 NORTHEAST OF THE WHITE CARSONITE MARKER
 AJ3684'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3684'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3684
 AJ3684                          STATION RECOVERY (2009)
 AJ3684
 AJ3684'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 AJ3684'NOT SEARCHED FOR. THE PRESENT NORTH BOUNDARY OF THE SALT
 AJ3684'RIVER PIMA-MARICOPA INDIAN COMMUNITY PASSES ABOUT 0.3
 AJ3684'MILE NORTH OF THIS MARK. THE MARK IS NOW WITHIN A SPECIAL
 AJ3684'OPEN-SPACE PRESERVE IN THE COMMUNITY.  PERMISSION TO ENTER
 AJ3684'THIS AREA IS DIFFICULT FOR PRIVATE CITIZENS TO OBTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3685 ***********************************************************************
 AJ3685  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3685  DESIGNATION -  1EM1
 AJ3685  PID         -  AJ3685
 AJ3685  STATE/COUNTY-  AZ/MARICOPA
 AJ3685  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3685
 AJ3685                         *CURRENT SURVEY CONTROL
 AJ3685  ___________________________________________________________________
 AJ3685* NAD 83(2007)-  33 32 32.55809(N)    111 39 41.53589(W)     ADJUSTED  
 AJ3685* NAVD 88     -       415.20   (meters)    1362.2    (feet)  GPS OBS   
 AJ3685  ___________________________________________________________________
 AJ3685  EPOCH DATE  -        2007.00
 AJ3685  X           -  -1,964,396.864 (meters)                     COMP
 AJ3685  Y           -  -4,945,973.311 (meters)                     COMP
 AJ3685  Z           -   3,504,465.959 (meters)                     COMP
 AJ3685  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AJ3685  ELLIP HEIGHT-         385.816 (meters)          (02/10/07) ADJUSTED
 AJ3685  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AJ3685
 AJ3685  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3685  Type    PID    Designation                      North   East  Ellip
 AJ3685  -------------------------------------------------------------------
 AJ3685  NETWORK AJ3685 1EM1                              0.71   0.67   1.08
 AJ3685  -------------------------------------------------------------------
 AJ3685
 AJ3685.The horizontal coordinates were established by GPS observations
 AJ3685.and adjusted by the National Geodetic Survey in February 2007.
 AJ3685
 AJ3685.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3685.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3685.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3685.The epoch date for horizontal control is a decimal equivalence
 AJ3685.of Year/Month/Day.
 AJ3685
 AJ3685.The orthometric height was determined by GPS observations and a
 AJ3685.high-resolution geoid model.
 AJ3685.The orthometric height was determined by GPS observations and a
 AJ3685.high-resolution geoid model using precise GPS observation and
 AJ3685.processing techniques.
 AJ3685
 AJ3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3685
 AJ3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3685
 AJ3685.The ellipsoidal height was determined by GPS observations
 AJ3685.and is referenced to NAD 83.
 AJ3685
 AJ3685.The geoid height was determined by GEOID03.
 AJ3685
 AJ3685;                    North         East     Units Scale Factor Converg.
 AJ3685;SPC AZ C     -   281,929.353   237,053.331   MT  0.99990692   +0 08 27.5
 AJ3685;SPC AZ C     -   924,965.07    777,734.03   iFT  0.99990692   +0 08 27.5
 AJ3685;UTM  12      - 3,711,613.482   438,582.240   MT  0.99964650   -0 21 56.0
 AJ3685
 AJ3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3685!SPC AZ C     -   0.99993943  x   0.99990692  =   0.99984636
 AJ3685!UTM  12      -   0.99993943  x   0.99964650  =   0.99958596
 AJ3685
 AJ3685                          SUPERSEDED SURVEY CONTROL
 AJ3685
 AJ3685  NAD 83(1992)-  33 32 32.55743(N)    111 39 41.53496(W) AD(       ) B
 AJ3685  ELLIP H (04/12/01)  385.856  (m)                       GP(       ) 3 2
 AJ3685
 AJ3685.Superseded values are not recommended for survey control.
 AJ3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3685.See file dsdata.txt to determine how the superseded data were derived.
 AJ3685
 AJ3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3858211613(NAD 83)
 AJ3685_MARKER: I = METAL ROD
 AJ3685_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3685_STAMPING: 1EM1 1999
 AJ3685_MARK LOGO: MCDOT 
 AJ3685_PROJECTION: FLUSH
 AJ3685_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3685+STABILITY: POSITION/ELEVATION WELL
 AJ3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3685+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3685_ROD/PIPE-DEPTH:  7.8 meters
 AJ3685_SLEEVE-DEPTH  :  0.8 meters
 AJ3685
 AJ3685  HISTORY     - Date     Condition        Report By
 AJ3685  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3685
 AJ3685                          STATION DESCRIPTION
 AJ3685
 AJ3685'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3685'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3685'NORTH, RANGE 07 EAST, SECTION 5
 AJ3685'OWNERSHIP - UNITED STATES FOREST SERVICES
 AJ3685'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3685'188), DRIVE NORTH ON POWER ROAD 5.5 MI (8.9 KM) TO THE INTERSECTION OF
 AJ3685'MCDOWELL ROAD, THENCE CONTINUE NORTH ON POWER RD/BUSH HIGHWAY 5.0 MI
 AJ3685'(8.0 KM) TO THE ENTRANCE TO PHON D SUTTON, THENCE TURN LEFT
 AJ3685'(NORTHWEST) AND DRIVE 1.0 MI (1.6 KM) ALONG THE PHON D SUTTON ROAD AND
 AJ3685'PARK, WALK ABOUT 20 FT (6.1 M) WESTERLY TO THE STATION AS DESCRIBED
 AJ3685'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3685'COMPRESSED ON A 20.4 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3685'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3685'PVC PIPE WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1EM1
 AJ3685'1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3685'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3685'STATION TIES
 AJ3685'20 FT (6.1 M) WEST FROM THE EDGE OF PAVEMENT
 AJ3685'10.5 FT (3.2 M) EAST OF THE FENCE
 AJ3685'5.1 FT (1.6 M) NORTHEAST OF THE WHITE CARSONITE MARKER
 AJ3685'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3685'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3686 ***********************************************************************
 AJ3686  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3686  DESIGNATION -  1EO1
 AJ3686  PID         -  AJ3686
 AJ3686  STATE/COUNTY-  AZ/MARICOPA
 AJ3686  USGS QUAD   -  STEWART MTN (1978)
 AJ3686
 AJ3686                         *CURRENT SURVEY CONTROL
 AJ3686  ___________________________________________________________________
 AJ3686* NAD 83(2007)-  33 33 02.81513(N)    111 34 54.22988(W)     ADJUSTED  
 AJ3686* NAVD 88     -       436.23   (meters)    1431.2    (feet)  GPS OBS   
 AJ3686  ___________________________________________________________________
 AJ3686  EPOCH DATE  -        2007.00
 AJ3686  X           -  -1,957,322.710 (meters)                     COMP
 AJ3686  Y           -  -4,948,242.058 (meters)                     COMP
 AJ3686  Z           -   3,505,254.638 (meters)                     COMP
 AJ3686  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AJ3686  ELLIP HEIGHT-         406.982 (meters)          (02/10/07) ADJUSTED
 AJ3686  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AJ3686
 AJ3686  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3686  Type    PID    Designation                      North   East  Ellip
 AJ3686  -------------------------------------------------------------------
 AJ3686  NETWORK AJ3686 1EO1                              0.74   0.69   1.29
 AJ3686  -------------------------------------------------------------------
 AJ3686
 AJ3686.The horizontal coordinates were established by GPS observations
 AJ3686.and adjusted by the National Geodetic Survey in February 2007.
 AJ3686
 AJ3686.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3686.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3686.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3686.The epoch date for horizontal control is a decimal equivalence
 AJ3686.of Year/Month/Day.
 AJ3686
 AJ3686.The orthometric height was determined by GPS observations and a
 AJ3686.high-resolution geoid model.
 AJ3686.The orthometric height was determined by GPS observations and a
 AJ3686.high-resolution geoid model using precise GPS observation and
 AJ3686.processing techniques.
 AJ3686
 AJ3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3686
 AJ3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3686
 AJ3686.The ellipsoidal height was determined by GPS observations
 AJ3686.and is referenced to NAD 83.
 AJ3686
 AJ3686.The geoid height was determined by GEOID03.
 AJ3686
 AJ3686;                    North         East     Units Scale Factor Converg.
 AJ3686;SPC AZ C     -   282,882.559   244,461.892   MT  0.99991192   +0 11 06.4
 AJ3686;SPC AZ C     -   928,092.39    802,040.33   iFT  0.99991192   +0 11 06.4
 AJ3686;UTM  12      - 3,712,500.911   445,996.950   MT  0.99963595   -0 19 17.5
 AJ3686
 AJ3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3686!SPC AZ C     -   0.99993611  x   0.99991192  =   0.99984804
 AJ3686!UTM  12      -   0.99993611  x   0.99963595  =   0.99957208
 AJ3686
 AJ3686                          SUPERSEDED SURVEY CONTROL
 AJ3686
 AJ3686  NAD 83(1992)-  33 33 02.81446(N)    111 34 54.22878(W) AD(       ) B
 AJ3686  ELLIP H (04/12/01)  407.018  (m)                       GP(       ) 3 2
 AJ3686
 AJ3686.Superseded values are not recommended for survey control.
 AJ3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3686.See file dsdata.txt to determine how the superseded data were derived.
 AJ3686
 AJ3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4599712501(NAD 83)
 AJ3686_MARKER: I = METAL ROD
 AJ3686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3686_STAMPING: 1EO1 1999
 AJ3686_MARK LOGO: MCDOT 
 AJ3686_PROJECTION: FLUSH
 AJ3686_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3686+STABILITY: POSITION/ELEVATION WELL
 AJ3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3686+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 AJ3686_ROD/PIPE-DEPTH:  6.1 meters
 AJ3686_SLEEVE-DEPTH  :  0.8 meters
 AJ3686
 AJ3686  HISTORY     - Date     Condition        Report By
 AJ3686  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3686  HISTORY     - 20080722 GOOD             GEOCAC
 AJ3686
 AJ3686                          STATION DESCRIPTION
 AJ3686
 AJ3686'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3686'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 02
 AJ3686'NORTH, RANGE 07 EAST, SECTION 1
 AJ3686'OWNERSHIP - MCDOT R/W
 AJ3686'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH RD (EXIT
 AJ3686'191) , DRIVE NORTH ON ELLSWORTH ROAD (USERY PASS ROAD) ABOUT 4.5 MI
 AJ3686'(7.2 KM) TO THE INTERSECTION OF MCKELLIPS ROAD, CONTINUE NORTH ON
 AJ3686'USERY PASS ROAD 6.6 MI (10.6 KM) TO THE INTERSECTION OF BUSH HIGHWAY,
 AJ3686'THENCE TURN RIGHT (EAST) ON BUSH HIGHWAY AND DRIVE 1.8 MI (2.9 KM) AND
 AJ3686'PARK NEAR A FENCE GATE ON THE RIGHT (SOUTH) SIDE OF THE ROAD, WALK TO
 AJ3686'THE STATION IS SET AS DESCRIBED
 AJ3686'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3686'COMPRESSED ON A 16.0 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3686'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3686'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1EO1 1999, SURROUNDED
 AJ3686'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3686'CARSONITE MARKER
 AJ3686'STATION TIES
 AJ3686'0.4 MI (0.6 KM) WEST OF BRIDGE (BUSH HIGHWAY CROSSING OVER THE SALT
 AJ3686'RIVER
 AJ3686'64.9 FEET (19.8 M) SOUTH OF THE EDGE OF ROAD PAVEMENT TO THE STATION
 AJ3686'4.5 FEET (1.4 M) NORTH OF THE R/W FENCE
 AJ3686'4.0 FEET (1.2 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3686'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3686'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3686
 AJ3686                          STATION RECOVERY (2008)
 AJ3686
 AJ3686'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3686'RECOVERED IN GOOD CONDITION, ALTHOUGH LID OF ACCESS COVER HAS BEEN
 AJ3686'BROKEN OFF AND IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3848 ***********************************************************************
 AJ3848  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3848  DESIGNATION -  1FB1
 AJ3848  PID         -  AJ3848
 AJ3848  STATE/COUNTY-  AZ/MARICOPA
 AJ3848  USGS QUAD   -  EL MIRAGE (1982)
 AJ3848
 AJ3848                         *CURRENT SURVEY CONTROL
 AJ3848  ___________________________________________________________________
 AJ3848* NAD 83(2007)-  33 35 34.22123(N)    112 15 16.27561(W)     ADJUSTED  
 AJ3848* NAVD 88     -       346.79   (meters)    1137.8    (feet)  GPS OBS   
 AJ3848  ___________________________________________________________________
 AJ3848  EPOCH DATE  -        2007.00
 AJ3848  X           -  -2,014,285.257 (meters)                     COMP
 AJ3848  Y           -  -4,922,460.645 (meters)                     COMP
 AJ3848  Z           -   3,509,091.601 (meters)                     COMP
 AJ3848  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 AJ3848  ELLIP HEIGHT-         316.725 (meters)          (02/10/07) ADJUSTED
 AJ3848  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AJ3848
 AJ3848  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3848  Type    PID    Designation                      North   East  Ellip
 AJ3848  -------------------------------------------------------------------
 AJ3848  NETWORK AJ3848 1FB1                              0.86   0.71   1.18
 AJ3848  -------------------------------------------------------------------
 AJ3848
 AJ3848.The horizontal coordinates were established by GPS observations
 AJ3848.and adjusted by the National Geodetic Survey in February 2007.
 AJ3848
 AJ3848.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3848.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3848.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3848.The epoch date for horizontal control is a decimal equivalence
 AJ3848.of Year/Month/Day.
 AJ3848
 AJ3848.The orthometric height was determined by GPS observations and a
 AJ3848.high-resolution geoid model.
 AJ3848.The orthometric height was determined by GPS observations and a
 AJ3848.high-resolution geoid model using precise GPS observation and
 AJ3848.processing techniques.
 AJ3848
 AJ3848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3848
 AJ3848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3848
 AJ3848.The ellipsoidal height was determined by GPS observations
 AJ3848.and is referenced to NAD 83.
 AJ3848
 AJ3848.The geoid height was determined by GEOID03.
 AJ3848
 AJ3848;                    North         East     Units Scale Factor Converg.
 AJ3848;SPC AZ C     -   287,547.770   182,002.335   MT  0.99991212   -0 11 13.0
 AJ3848;SPC AZ C     -   943,398.20    597,120.52   iFT  0.99991212   -0 11 13.0
 AJ3848;UTM  12      - 3,717,717.460   383,594.254   MT  0.99976705   -0 41 39.1
 AJ3848
 AJ3848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3848!SPC AZ C     -   0.99995028  x   0.99991212  =   0.99986240
 AJ3848!UTM  12      -   0.99995028  x   0.99976705  =   0.99971734
 AJ3848
 AJ3848                          SUPERSEDED SURVEY CONTROL
 AJ3848
 AJ3848  NAD 83(1992)-  33 35 34.22050(N)    112 15 16.27496(W) AD(       ) B
 AJ3848  ELLIP H (04/12/01)  316.757  (m)                       GP(       ) 3 2
 AJ3848
 AJ3848.Superseded values are not recommended for survey control.
 AJ3848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3848.See file dsdata.txt to determine how the superseded data were derived.
 AJ3848
 AJ3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8359417717(NAD 83)
 AJ3848_MARKER: I = METAL ROD
 AJ3848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3848_STAMPING: 1FB1 1999
 AJ3848_MARK LOGO: MCDOT 
 AJ3848_PROJECTION: FLUSH
 AJ3848_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3848+STABILITY: POSITION/ELEVATION WELL
 AJ3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3848+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2007
 AJ3848_ROD/PIPE-DEPTH:  3.6 meters
 AJ3848_SLEEVE-DEPTH  :  0.8 meters
 AJ3848
 AJ3848  HISTORY     - Date     Condition        Report By
 AJ3848  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3848  HISTORY     - 20070825 GOOD             MCDOT
 AJ3848
 AJ3848                          STATION DESCRIPTION
 AJ3848
 AJ3848'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3848'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 3 NORTH,
 AJ3848'RANGE 1 EAST, SECTION 22
 AJ3848'OWNERSHIP - SANTA FE RAILROAD RIGHT OF WAY
 AJ3848'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND 91ST
 AJ3848'AVENUE, DRIVE NORTH ON 91ST AVENUE AND CROSS THE RAILROAD TRACTS THAT
 AJ3848'PARALLEL US 60 ON THE NORTHEAST SIDE, THENCE TURN RIGHT (EAST) ONTO A
 AJ3848'DIRT ACCESS TRAIL AND DRIVE EASTERLY 190 FT (57.9 M) TO THE STATION
 AJ3848'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3848'COMPRESSED ON A 11.9 FT (3.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3848'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3848'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FB1 1999, SURROUNDED WITH A
 AJ3848'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3848'MARKER
 AJ3848'STATION TIES -
 AJ3848'12 FT (3.7 M) SOUTHWEST OF THE CENTERLINE OF A 12 FT (3.7 M) WIDE
 AJ3848'CONCRETE DITCH
 AJ3848'41 FT (12.5 M) NORTHEAST OF THE CENTERLINE OF THE SANTA FE RAILROAD
 AJ3848'19 FT (5.8 M) SOUTHWEST OF A CHAIN LINK FENCE
 AJ3848'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3848'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3848
 AJ3848                          STATION RECOVERY (2007)
 AJ3848
 AJ3848'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3848'FOUND THE MONUMENT IN GOOD CONDITION HOWEVER IT APPEARS IT IS
 AJ3848'SUBSIDENCE. WE PERFORMED FAST STATIC GPS (TWO 30 MINUTE OBSERVATIONS)
 AJ3848'FROM BED ROCK 1. IT WAS DOWN 0.24 FEET AND 0.44 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3728 ***********************************************************************
 AJ3728  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3728  DESIGNATION -  1FD1
 AJ3728  PID         -  AJ3728
 AJ3728  STATE/COUNTY-  AZ/MARICOPA
 AJ3728  USGS QUAD   -  GLENDALE (1982)
 AJ3728
 AJ3728                         *CURRENT SURVEY CONTROL
 AJ3728  ___________________________________________________________________
 AJ3728* NAD 83(2007)-  33 35 50.86792(N)    112 08 57.87427(W)     ADJUSTED  
 AJ3728* NAVD 88     -       379.47   (meters)    1245.0    (feet)  GPS OBS   
 AJ3728  ___________________________________________________________________
 AJ3728  EPOCH DATE  -        2007.00
 AJ3728  X           -  -2,005,154.762 (meters)                     COMP
 AJ3728  Y           -  -4,925,910.212 (meters)                     COMP
 AJ3728  Z           -   3,509,537.068 (meters)                     COMP
 AJ3728  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 AJ3728  ELLIP HEIGHT-         349.675 (meters)          (02/10/07) ADJUSTED
 AJ3728  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3728
 AJ3728  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3728  Type    PID    Designation                      North   East  Ellip
 AJ3728  -------------------------------------------------------------------
 AJ3728  NETWORK AJ3728 1FD1                              0.78   0.73   1.14
 AJ3728  -------------------------------------------------------------------
 AJ3728
 AJ3728.The horizontal coordinates were established by GPS observations
 AJ3728.and adjusted by the National Geodetic Survey in February 2007.
 AJ3728
 AJ3728.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3728.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3728.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3728.The epoch date for horizontal control is a decimal equivalence
 AJ3728.of Year/Month/Day.
 AJ3728
 AJ3728.The orthometric height was determined by GPS observations and a
 AJ3728.high-resolution geoid model.
 AJ3728.The orthometric height was determined by GPS observations and a
 AJ3728.high-resolution geoid model using precise GPS observation and
 AJ3728.processing techniques.
 AJ3728
 AJ3728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3728
 AJ3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3728
 AJ3728.The ellipsoidal height was determined by GPS observations
 AJ3728.and is referenced to NAD 83.
 AJ3728
 AJ3728.The geoid height was determined by GEOID03.
 AJ3728
 AJ3728;                    North         East     Units Scale Factor Converg.
 AJ3728;SPC AZ C     -   288,033.722   191,759.347   MT  0.99990575   -0 07 43.6
 AJ3728;SPC AZ C     -   944,992.53    629,131.72   iFT  0.99990575   -0 07 43.6
 AJ3728;UTM  12      - 3,718,116.947   393,353.670   MT  0.99974021   -0 38 09.9
 AJ3728
 AJ3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3728!SPC AZ C     -   0.99994511  x   0.99990575  =   0.99985086
 AJ3728!UTM  12      -   0.99994511  x   0.99974021  =   0.99968533
 AJ3728
 AJ3728                          SUPERSEDED SURVEY CONTROL
 AJ3728
 AJ3728  NAD 83(1992)-  33 35 50.86716(N)    112 08 57.87352(W) AD(       ) B
 AJ3728  ELLIP H (04/12/01)  349.710  (m)                       GP(       ) 3 2
 AJ3728
 AJ3728.Superseded values are not recommended for survey control.
 AJ3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3728.See file dsdata.txt to determine how the superseded data were derived.
 AJ3728
 AJ3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9335418117(NAD 83)
 AJ3728_MARKER: I = METAL ROD
 AJ3728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3728_STAMPING: 1FD1 1999
 AJ3728_MARK LOGO: MCDOT 
 AJ3728_PROJECTION: FLUSH
 AJ3728_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3728+STABILITY: POSITION/ELEVATION WELL
 AJ3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3728+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 AJ3728_ROD/PIPE-DEPTH:  7.7 meters
 AJ3728_SLEEVE-DEPTH  :  0.8 meters
 AJ3728
 AJ3728  HISTORY     - Date     Condition        Report By
 AJ3728  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3728  HISTORY     - 20040306 GOOD             USPSQD
 AJ3728  HISTORY     - 20040313 GOOD             USPSQD
 AJ3728  HISTORY     - 20080506 GOOD             GEOCAC
 AJ3728
 AJ3728                          STATION DESCRIPTION
 AJ3728
 AJ3728'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3728'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3728'RANGE 02 EAST, SECTION 15
 AJ3728'OWNERSHIP - PRIVATE
 AJ3728'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CACTUS ROAD (EXIT
 AJ3728'209) DRIVE WEST ON CACTUS ROAD 1.8 MI (2.9 KM) TO 41ST LANE THENCE,
 AJ3728'TURN RIGHT (NORTH) ONTO 41ST LANE AND DRIVE 365.5 FT (111.4 M) TO
 AJ3728'WETHERSFIELD ROAD THENCE, TURN LEFT (WEST) ONTO WETHERSFIELD ROAD AND
 AJ3728'DRIVE 176.9 FT (53.9 M) AND PARK, WALK WEST INTO THE GRASS RETENTION
 AJ3728'AREA AND TO THE STATION AS DESCRIBED
 AJ3728'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3728'COMPRESSED ON A 25.3 FOOT (7.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3728'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3728'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1FD1 1999, SURROUNDED
 AJ3728'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, NO EXISTING WHITE
 AJ3728'CARSONITE MARKER
 AJ3728'STATION TIES
 AJ3728'APPROXIMATELY 64 FT (19.5 M) WEST OF THE WEST CURB ON 42ND AVENUE
 AJ3728'60.9 FT (18.6 M) NORTHWEST OF CENTER BARRIER POST (POST LOCATED JUST
 AJ3728'WEST OF BACK OF SIDEWALK ON 42ND AVENUE)
 AJ3728'44.7 FT (13.6 M) NORTHWEST OF EXISTING DRYWELL
 AJ3728'33.2 FT (10.1 M) SOUTH AND PERPENDICULAR TO EXISTING 6 FOOT (1.8 M)
 AJ3728'BLOCK WALL
 AJ3728'27.9 FT (8.5 M) NORTHEAST OF IRRIGATION CONTROL BOX
 AJ3728'19.8 FT (6.0 M) NORTHEAST FROM CONCRETE CURB SEPARATING GRASS FROM
 AJ3728'DESERT LANDSCAPE
 AJ3728'5.0 FT (1.5 M) EAST AND PERPENDICULAR TO EXISTING 6 FOOT (1.8 M) BLOCK
 AJ3728'WALL
 AJ3728'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3728'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3728
 AJ3728                          STATION RECOVERY (2004)
 AJ3728
 AJ3728'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 AJ3728'RECOVERED AS DESCRIBED.   GOOD CONDITION.
 AJ3728
 AJ3728                          STATION RECOVERY (2004)
 AJ3728
 AJ3728'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 AJ3728'FOUND IN GOOD SHAPE
 AJ3728
 AJ3728                          STATION RECOVERY (2008)
 AJ3728
 AJ3728'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3728'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3719 ***********************************************************************
 AJ3719  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3719  DESIGNATION -  1FF1
 AJ3719  PID         -  AJ3719
 AJ3719  STATE/COUNTY-  AZ/MARICOPA
 AJ3719  USGS QUAD   -  SUNNYSLOPE (1982)
 AJ3719
 AJ3719                         *CURRENT SURVEY CONTROL
 AJ3719  ___________________________________________________________________
 AJ3719* NAD 83(2007)-  33 36 10.65493(N)    112 02 37.29032(W)     ADJUSTED  
 AJ3719* NAVD 88     -       487.84   (meters)    1600.5    (feet)  GPS OBS   
 AJ3719  ___________________________________________________________________
 AJ3719  EPOCH DATE  -        2007.00
 AJ3719  X           -  -1,995,969.763 (meters)                     COMP
 AJ3719  Y           -  -4,929,372.692 (meters)                     COMP
 AJ3719  Z           -   3,510,104.970 (meters)                     COMP
 AJ3719  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AJ3719  ELLIP HEIGHT-         458.266 (meters)          (02/10/07) ADJUSTED
 AJ3719  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3719
 AJ3719  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3719  Type    PID    Designation                      North   East  Ellip
 AJ3719  -------------------------------------------------------------------
 AJ3719  NETWORK AJ3719 1FF1                              0.74   0.73   1.18
 AJ3719  -------------------------------------------------------------------
 AJ3719
 AJ3719.The horizontal coordinates were established by GPS observations
 AJ3719.and adjusted by the National Geodetic Survey in February 2007.
 AJ3719
 AJ3719.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3719.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3719.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3719.The epoch date for horizontal control is a decimal equivalence
 AJ3719.of Year/Month/Day.
 AJ3719
 AJ3719.The orthometric height was determined by GPS observations and a
 AJ3719.high-resolution geoid model.
 AJ3719.The orthometric height was determined by GPS observations and a
 AJ3719.high-resolution geoid model using precise GPS observation and
 AJ3719.processing techniques.
 AJ3719
 AJ3719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3719
 AJ3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3719
 AJ3719.The ellipsoidal height was determined by GPS observations
 AJ3719.and is referenced to NAD 83.
 AJ3719
 AJ3719.The geoid height was determined by GEOID03.
 AJ3719
 AJ3719;                    North         East     Units Scale Factor Converg.
 AJ3719;SPC AZ C     -   288,626.250   201,571.673   MT  0.99990171   -0 04 13.1
 AJ3719;SPC AZ C     -   946,936.52    661,324.39   iFT  0.99990171   -0 04 13.1
 AJ3719;UTM  12      - 3,718,622.479   403,169.132   MT  0.99971559   -0 34 39.6
 AJ3719
 AJ3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3719!SPC AZ C     -   0.99992806  x   0.99990171  =   0.99982978
 AJ3719!UTM  12      -   0.99992806  x   0.99971559  =   0.99964367
 AJ3719
 AJ3719                          SUPERSEDED SURVEY CONTROL
 AJ3719
 AJ3719  NAD 83(1992)-  33 36 10.65412(N)    112 02 37.28952(W) AD(       ) B
 AJ3719  ELLIP H (04/12/01)  458.304  (m)                       GP(       ) 3 2
 AJ3719
 AJ3719.Superseded values are not recommended for survey control.
 AJ3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3719.See file dsdata.txt to determine how the superseded data were derived.
 AJ3719
 AJ3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0316918622(NAD 83)
 AJ3719_MARKER: I = METAL ROD
 AJ3719_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3719+WITH SETTING: INFORMATION.
 AJ3719_STAMPING: 1FF1 1999
 AJ3719_MARK LOGO: MCDOT 
 AJ3719_PROJECTION: FLUSH
 AJ3719_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3719+STABILITY: POSITION/ELEVATION WELL
 AJ3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3719+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 AJ3719_ROD/PIPE-DEPTH:  1.2 meters
 AJ3719_SLEEVE-DEPTH  :  0.8 meters
 AJ3719
 AJ3719  HISTORY     - Date     Condition        Report By
 AJ3719  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3719  HISTORY     - 20050113 GOOD             MCDOT
 AJ3719
 AJ3719                          STATION DESCRIPTION
 AJ3719
 AJ3719'DESCRIBED BY MARICOPA CO DOT 1999 (MD)
 AJ3719'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3719'RANGE 03 EAST, SECTION 15
 AJ3719'OWNERSHIP - PHOENIX RIGHT OF WAY
 AJ3719'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND CACTUS ROAD
 AJ3719'(EXIT 10) , DRIVE WEST ON CACTUS ROAD 1.6 MI (2.6 KM) TO CAVE CREEK
 AJ3719'ROAD, THENCE TURN RIGHT (NORTH) ONTO CAVE CREEK ROAD AND DRIVE ABOUT
 AJ3719'0.5 MI (0.8 KM) TO SWEETWATER ROAD, THENCE TURN LEFT (WEST) ONTO
 AJ3719'SWEETWATER ROAD AND DRIVE .3 MI (0.4 KM) TO 18TH STREET, THENCE TURN
 AJ3719'LEFT (SOUTH) ONTO 18TH STREET AND DRIVE 0.1 MI (0.2 KM) AND PARK, WALK
 AJ3719'WEST 18 FEET (5.5 M) TO THE HIGHEST POINT TO THE TO THE STATION AS
 AJ3719'DESCRIBED
 AJ3719'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3719'COMPRESSED ON A 4.0 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3719'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3719'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FF1 1999, SURROUNDED WITH A
 AJ3719'CONCRETE COLLAR FLUSH WITH THE GROUND, WITH A WHITE CARSONITE MARKER
 AJ3719'STATION TIES
 AJ3719'18 FEET (5.5 M) WEST OF THE WEST EDGE OF PAVEMENT OF 18TH STREET
 AJ3719'20 FEET (6.0 M) EAST OF BLOCK WALL
 AJ3719'NO CARSONITE MARKER PRESENT
 AJ3719'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3719'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3719
 AJ3719                          STATION RECOVERY (2005)
 AJ3719
 AJ3719'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3719'THIS MONUMENT IS LOCATED ON PRIVATE LAND. LAND SURVEYORS HAVE BEEN ASK
 AJ3719'TO LEAVE SEVERAL TIMES WHILE USING THE MONUMENT. PLEASE DO NOT USE
 AJ3719'THIS MONUMENT UNLESS ABSOLUTELY NECESSARY. IF IT IS NECESSARY, PLEASE
 AJ3719'BE SURE TO CONTACT THE PROPERTY OWNER PRIOR TO USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3687 ***********************************************************************
 AJ3687  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3687  DESIGNATION -  1FH1
 AJ3687  PID         -  AJ3687
 AJ3687  STATE/COUNTY-  AZ/MARICOPA
 AJ3687  USGS QUAD   -  PARADISE VALLEY (1982)
 AJ3687
 AJ3687                         *CURRENT SURVEY CONTROL
 AJ3687  ___________________________________________________________________
 AJ3687* NAD 83(2007)-  33 35 48.82341(N)    111 56 39.93625(W)     ADJUSTED  
 AJ3687* NAVD 88     -       422.00   (meters)    1384.5    (feet)  GPS OBS   
 AJ3687  ___________________________________________________________________
 AJ3687  EPOCH DATE  -        2007.00
 AJ3687  X           -  -1,987,545.244 (meters)                     COMP
 AJ3687  Y           -  -4,933,117.724 (meters)                     COMP
 AJ3687  Z           -   3,509,508.253 (meters)                     COMP
 AJ3687  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AJ3687  ELLIP HEIGHT-         392.425 (meters)          (02/10/07) ADJUSTED
 AJ3687  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AJ3687
 AJ3687  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3687  Type    PID    Designation                      North   East  Ellip
 AJ3687  -------------------------------------------------------------------
 AJ3687  NETWORK AJ3687 1FH1                              0.67   0.59   1.02
 AJ3687  -------------------------------------------------------------------
 AJ3687
 AJ3687.The horizontal coordinates were established by GPS observations
 AJ3687.and adjusted by the National Geodetic Survey in February 2007.
 AJ3687
 AJ3687.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3687.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3687.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3687.The epoch date for horizontal control is a decimal equivalence
 AJ3687.of Year/Month/Day.
 AJ3687
 AJ3687.The orthometric height was determined by GPS observations and a
 AJ3687.high-resolution geoid model.
 AJ3687.The orthometric height was determined by GPS observations and a
 AJ3687.high-resolution geoid model using precise GPS observation and
 AJ3687.processing techniques.
 AJ3687
 AJ3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3687
 AJ3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3687
 AJ3687.The ellipsoidal height was determined by GPS observations
 AJ3687.and is referenced to NAD 83.
 AJ3687
 AJ3687.The geoid height was determined by GEOID03.
 AJ3687
 AJ3687;                    North         East     Units Scale Factor Converg.
 AJ3687;SPC AZ C     -   287,946.806   210,783.599   MT  0.99990008   -0 00 55.3
 AJ3687;SPC AZ C     -   944,707.37    691,547.24   iFT  0.99990008   -0 00 55.3
 AJ3687;UTM  12      - 3,717,861.648   412,372.878   MT  0.99969466   -0 31 21.5
 AJ3687
 AJ3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3687!SPC AZ C     -   0.99993840  x   0.99990008  =   0.99983848
 AJ3687!UTM  12      -   0.99993840  x   0.99969466  =   0.99963308
 AJ3687
 AJ3687                          SUPERSEDED SURVEY CONTROL
 AJ3687
 AJ3687  NAD 83(1992)-  33 35 48.82285(N)    111 56 39.93560(W) AD(       ) B
 AJ3687  ELLIP H (04/12/01)  392.484  (m)                       GP(       ) 3 2
 AJ3687
 AJ3687.Superseded values are not recommended for survey control.
 AJ3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3687.See file dsdata.txt to determine how the superseded data were derived.
 AJ3687
 AJ3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1237317862(NAD 83)
 AJ3687_MARKER: I = METAL ROD
 AJ3687_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3687_STAMPING: 1FH1 1999
 AJ3687_MARK LOGO: MCDOT 
 AJ3687_PROJECTION: FLUSH
 AJ3687_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3687+STABILITY: POSITION/ELEVATION WELL
 AJ3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3687+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 AJ3687_ROD/PIPE-DEPTH:  6.1 meters
 AJ3687_SLEEVE-DEPTH  :  0.8 meters
 AJ3687
 AJ3687  HISTORY     - Date     Condition        Report By
 AJ3687  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3687  HISTORY     - 20080229 GOOD             GEOCAC
 AJ3687
 AJ3687                          STATION DESCRIPTION
 AJ3687
 AJ3687'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3687'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3687'RANGE 04 EAST, SECTION 16
 AJ3687'OWNERSHIP - PHOENIX R/W
 AJ3687'TO REACH THE STATION FROM THE JUNCTION OF US SR 51 AND CACTUS ROAD
 AJ3687'(EXIT 10) , DRIVE EAST ON CACTUS ROAD 3.7 MI (6.0 KM) TO 63TH ST AND
 AJ3687'THE STATION ON THE NORTHEAST CORNER AS DESCRIBED
 AJ3687'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3687'COMPRESSED ON A 20 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3687'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3687'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FH1 1999, SURROUNDED WITH A
 AJ3687'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3687'MARKER
 AJ3687'STATION TIES
 AJ3687'40.0 FT (12.2 M) EAST OF THE CENTERLINE OF 63RD STREET
 AJ3687'32.0 FT (9.8 M) NORTH OF THE CENTERLINE OF CACTUS ROAD
 AJ3687'4.9 FT (1.5 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3687'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3687'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3687
 AJ3687                          STATION RECOVERY (2008)
 AJ3687
 AJ3687'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 AJ3687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3688 ***********************************************************************
 AJ3688  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3688  DESIGNATION -  1FJ1
 AJ3688  PID         -  AJ3688
 AJ3688  STATE/COUNTY-  AZ/MARICOPA
 AJ3688  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AJ3688
 AJ3688                         *CURRENT SURVEY CONTROL
 AJ3688  ___________________________________________________________________
 AJ3688* NAD 83(2007)-  33 36 15.63793(N)    111 51 17.63008(W)     ADJUSTED  
 AJ3688* NAVD 88     -       458.66   (meters)    1504.8    (feet)  GPS OBS   
 AJ3688  ___________________________________________________________________
 AJ3688  EPOCH DATE  -        2007.00
 AJ3688  X           -  -1,979,675.606 (meters)                     COMP
 AJ3688  Y           -  -4,935,821.473 (meters)                     COMP
 AJ3688  Z           -   3,510,216.759 (meters)                     COMP
 AJ3688  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 AJ3688  ELLIP HEIGHT-         429.196 (meters)          (02/10/07) ADJUSTED
 AJ3688  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AJ3688
 AJ3688  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3688  Type    PID    Designation                      North   East  Ellip
 AJ3688  -------------------------------------------------------------------
 AJ3688  NETWORK AJ3688 1FJ1                              0.63   0.55   0.92
 AJ3688  -------------------------------------------------------------------
 AJ3688
 AJ3688.The horizontal coordinates were established by GPS observations
 AJ3688.and adjusted by the National Geodetic Survey in February 2007.
 AJ3688
 AJ3688.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3688.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3688.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3688.The epoch date for horizontal control is a decimal equivalence
 AJ3688.of Year/Month/Day.
 AJ3688
 AJ3688.The orthometric height was determined by GPS observations and a
 AJ3688.high-resolution geoid model.
 AJ3688.The orthometric height was determined by GPS observations and a
 AJ3688.high-resolution geoid model using precise GPS observation and
 AJ3688.processing techniques.
 AJ3688
 AJ3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3688
 AJ3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3688
 AJ3688.The ellipsoidal height was determined by GPS observations
 AJ3688.and is referenced to NAD 83.
 AJ3688
 AJ3688.The geoid height was determined by GEOID03.
 AJ3688
 AJ3688;                    North         East     Units Scale Factor Converg.
 AJ3688;SPC AZ C     -   288,774.238   219,092.303   MT  0.99990040   +0 02 03.1
 AJ3688;SPC AZ C     -   947,422.04    718,806.77   iFT  0.99990040   +0 02 03.1
 AJ3688;UTM  12      - 3,718,615.319   420,686.802   MT  0.99967755   -0 28 23.4
 AJ3688
 AJ3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3688!SPC AZ C     -   0.99993262  x   0.99990040  =   0.99983303
 AJ3688!UTM  12      -   0.99993262  x   0.99967755  =   0.99961020
 AJ3688
 AJ3688                          SUPERSEDED SURVEY CONTROL
 AJ3688
 AJ3688  NAD 83(1992)-  33 36 15.63752(N)    111 51 17.62950(W) AD(       ) B
 AJ3688  ELLIP H (04/12/01)  429.263  (m)                       GP(       ) 3 2
 AJ3688
 AJ3688.Superseded values are not recommended for survey control.
 AJ3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3688.See file dsdata.txt to determine how the superseded data were derived.
 AJ3688
 AJ3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2068718615(NAD 83)
 AJ3688_MARKER: I = METAL ROD
 AJ3688_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3688_STAMPING: 1FJ1 1999
 AJ3688_MARK LOGO: MCDOT 
 AJ3688_PROJECTION: FLUSH
 AJ3688_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3688+STABILITY: POSITION/ELEVATION WELL
 AJ3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3688+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2008
 AJ3688_ROD/PIPE-DEPTH:  3.3 meters
 AJ3688_SLEEVE-DEPTH  :  0.8 meters
 AJ3688
 AJ3688  HISTORY     - Date     Condition        Report By
 AJ3688  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3688  HISTORY     - 20080320 GOOD             GEOCAC
 AJ3688
 AJ3688                          STATION DESCRIPTION
 AJ3688
 AJ3688'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3688'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 03
 AJ3688'NORTH, RANGE 05 EAST, SECTION 16
 AJ3688'OWNERSHIP - SCOTTSDALE R/W
 AJ3688'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND SHEA BLVD (EXIT
 AJ3688'41), DRIVE EAST ON SHEA BLVD 3.25 MI (5.23 KM) TO 114TH ST, THENCE
 AJ3688'TURN LEFT (NORTH) ON TO 114TH ST AND DRIVE NORTH ABOUT 0.5 MI (0.8 KM)
 AJ3688'TO THE INTERSECTION OF VIA LINDA, THENCE CONTINUE NORTHWESTERLY ALONG
 AJ3688'FRANK LLOYD WRIGHT BLVD ABOUT 0.7 MI (1.1 KM) TO THE INTERSECTION OF
 AJ3688'SWEET WATER AND THE STATION ON THE SOUTHWEST CORNER AS DESCRIBED
 AJ3688'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3688'COMPRESSED ON A 8.7 FT (2.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3688'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3688'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FJ1 1999, SURROUNDED WITH A
 AJ3688'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3688'MARKER
 AJ3688'STATION TIES
 AJ3688'68.0 FT (20.7 M) SOUTH OF THE BACK OF SIDEWALK ON THE SOUTH SIDE OF
 AJ3688'SWEETWATER
 AJ3688'33.0 FT (10.1 M) NORTHEAST OF THE NORTHERN MOST ELECTRICAL VAULT
 AJ3688'10.0 FT (3.0 M) WEST OF THE BACK OF WALK ON THE WEST SIDE OF FRANK
 AJ3688'LLOYD WRIGHT BLVD
 AJ3688'NORTH OF THE WHITE CARSONITE MARKER
 AJ3688'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3688'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3688
 AJ3688                          STATION RECOVERY (2008)
 AJ3688
 AJ3688'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 AJ3688'ACCESS COVER HAS BEEN BROKEN OFF AT THE HINGE, BUT ROD AND STAMPING
 AJ3688'ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3689 ***********************************************************************
 AJ3689  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3689  DESIGNATION -  1FL1
 AJ3689  PID         -  AJ3689
 AJ3689  STATE/COUNTY-  AZ/MARICOPA
 AJ3689  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3689
 AJ3689                         *CURRENT SURVEY CONTROL
 AJ3689  ___________________________________________________________________
 AJ3689* NAD 83(2007)-  33 36 19.27920(N)    111 44 57.85338(W)     ADJUSTED  
 AJ3689* NAVD 88     -       606.08   (meters)    1988.4    (feet)  GPS OBS   
 AJ3689  ___________________________________________________________________
 AJ3689  EPOCH DATE  -        2007.00
 AJ3689  X           -  -1,970,606.904 (meters)                     COMP
 AJ3689  Y           -  -4,939,514.576 (meters)                     COMP
 AJ3689  Z           -   3,510,391.872 (meters)                     COMP
 AJ3689  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AJ3689  ELLIP HEIGHT-         576.755 (meters)          (02/10/07) ADJUSTED
 AJ3689  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AJ3689
 AJ3689  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3689  Type    PID    Designation                      North   East  Ellip
 AJ3689  -------------------------------------------------------------------
 AJ3689  NETWORK AJ3689 1FL1                              0.71   0.63   0.98
 AJ3689  -------------------------------------------------------------------
 AJ3689
 AJ3689.The horizontal coordinates were established by GPS observations
 AJ3689.and adjusted by the National Geodetic Survey in February 2007.
 AJ3689
 AJ3689.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3689.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3689.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3689.The epoch date for horizontal control is a decimal equivalence
 AJ3689.of Year/Month/Day.
 AJ3689
 AJ3689.The orthometric height was determined by GPS observations and a
 AJ3689.high-resolution geoid model.
 AJ3689.The orthometric height was determined by GPS observations and a
 AJ3689.high-resolution geoid model using precise GPS observation and
 AJ3689.processing techniques.
 AJ3689
 AJ3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3689
 AJ3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3689
 AJ3689.The ellipsoidal height was determined by GPS observations
 AJ3689.and is referenced to NAD 83.
 AJ3689
 AJ3689.The geoid height was determined by GEOID03.
 AJ3689
 AJ3689;                    North         East     Units Scale Factor Converg.
 AJ3689;SPC AZ C     -   288,897.243   228,882.101   MT  0.99990297   +0 05 33.3
 AJ3689;SPC AZ C     -   947,825.60    750,925.53   iFT  0.99990297   +0 05 33.3
 AJ3689;UTM  12      - 3,718,651.622   430,475.022   MT  0.99965959   -0 24 53.2
 AJ3689
 AJ3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3689!SPC AZ C     -   0.99990946  x   0.99990297  =   0.99981244
 AJ3689!UTM  12      -   0.99990946  x   0.99965959  =   0.99956908
 AJ3689
 AJ3689                          SUPERSEDED SURVEY CONTROL
 AJ3689
 AJ3689  NAD 83(1992)-  33 36 19.27859(N)    111 44 57.85254(W) AD(       ) B
 AJ3689  ELLIP H (04/12/01)  576.800  (m)                       GP(       ) 3 2
 AJ3689
 AJ3689.Superseded values are not recommended for survey control.
 AJ3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3689.See file dsdata.txt to determine how the superseded data were derived.
 AJ3689
 AJ3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3047518652(NAD 83)
 AJ3689_MARKER: I = METAL ROD
 AJ3689_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3689_STAMPING: 1FL1 1999
 AJ3689_MARK LOGO: MCDOT 
 AJ3689_PROJECTION: FLUSH
 AJ3689_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3689+STABILITY: POSITION/ELEVATION WELL
 AJ3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3689+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2007
 AJ3689_ROD/PIPE-DEPTH:  3.0 meters
 AJ3689_SLEEVE-DEPTH  :  0.8 meters
 AJ3689
 AJ3689  HISTORY     - Date     Condition        Report By
 AJ3689  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3689  HISTORY     - 20051204 GOOD             USPSQD
 AJ3689  HISTORY     - 20071108 GOOD             GEOCAC
 AJ3689
 AJ3689                          STATION DESCRIPTION
 AJ3689
 AJ3689'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3689'THE STATION IS LOCATED WITHIN THE CITY OF FOUNTAIN HILLS, TOWNSHIP 03
 AJ3689'NORTH, RANGE 06 EAST, SECTION 16
 AJ3689'OWNERSHIP - CITY OF MESA RIGHT-OF-WAY
 AJ3689'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3689'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3689'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3689'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3689'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3689'AND DRIVE 3.1 MI (5.0 KM) TO THE INTERSECTION OF PALISADES BLVD,
 AJ3689'THENCE TURN RIGHT (NORTH) AND DRIVE 2.0 MI (3.2 KM) AND PARK ABOUT 120
 AJ3689'FT (36.6 M) SOUTH OF EL LAGO AND WALK WESTERLY TO THE STATION AS
 AJ3689'DESCRIBED
 AJ3689'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3689'COMPRESSED ON A 8.0 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3689'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3689'WITH A COUNTY LOGO ACCESS COVER STAMPED 1FL1 1999, SURROUNDED WITH A
 AJ3689'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3689'MARKER
 AJ3689'STATION TIES
 AJ3689'13 FEET (4.0 M) EAST OF THE EDGE OF THE TOP OF HILL ON THE EAST EDGE
 AJ3689'OF THE GOLF COURSE
 AJ3689'9.0 FEET (2.7 M) EAST OF THE WEST EDGE OF THE SIDEWALK ALONG THE WEST
 AJ3689'SIDE OF PALISADES BLVD
 AJ3689'3.7 FEET (1.1 M) NORTHEAST OF THE WHITE CARSONITE MARKER
 AJ3689'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3689'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3689
 AJ3689                          STATION RECOVERY (2005)
 AJ3689
 AJ3689'RECOVERY NOTE BY US POWER SQUADRON 2005 (KA)
 AJ3689'RECOVERED AS DESCRIBED.
 AJ3689
 AJ3689                          STATION RECOVERY (2007)
 AJ3689
 AJ3689'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3690 ***********************************************************************
 AJ3690  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3690  DESIGNATION -  1FN1
 AJ3690  PID         -  AJ3690
 AJ3690  STATE/COUNTY-  AZ/MARICOPA
 AJ3690  USGS QUAD   -  GRANITE REEF DAM (1974)
 AJ3690
 AJ3690                         *CURRENT SURVEY CONTROL
 AJ3690  ___________________________________________________________________
 AJ3690* NAD 83(2007)-  33 34 52.63720(N)    111 38 06.72887(W)     ADJUSTED  
 AJ3690* NAVD 88     -       448.55   (meters)    1471.6    (feet)  GPS OBS   
 AJ3690  ___________________________________________________________________
 AJ3690  EPOCH DATE  -        2007.00
 AJ3690  X           -  -1,961,253.828 (meters)                     COMP
 AJ3690  Y           -  -4,944,683.593 (meters)                     COMP
 AJ3690  Z           -   3,508,080.943 (meters)                     COMP
 AJ3690  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 AJ3690  ELLIP HEIGHT-         419.211 (meters)          (02/10/07) ADJUSTED
 AJ3690  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AJ3690
 AJ3690  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3690  Type    PID    Designation                      North   East  Ellip
 AJ3690  -------------------------------------------------------------------
 AJ3690  NETWORK AJ3690 1FN1                              0.67   0.61   1.04
 AJ3690  -------------------------------------------------------------------
 AJ3690
 AJ3690.The horizontal coordinates were established by GPS observations
 AJ3690.and adjusted by the National Geodetic Survey in February 2007.
 AJ3690
 AJ3690.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3690.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3690.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3690.The epoch date for horizontal control is a decimal equivalence
 AJ3690.of Year/Month/Day.
 AJ3690
 AJ3690.The orthometric height was determined by GPS observations and a
 AJ3690.high-resolution geoid model.
 AJ3690.The orthometric height was determined by GPS observations and a
 AJ3690.high-resolution geoid model using precise GPS observation and
 AJ3690.processing techniques.
 AJ3690
 AJ3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3690
 AJ3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3690
 AJ3690.The ellipsoidal height was determined by GPS observations
 AJ3690.and is referenced to NAD 83.
 AJ3690
 AJ3690.The geoid height was determined by GEOID03.
 AJ3690
 AJ3690;                    North         East     Units Scale Factor Converg.
 AJ3690;SPC AZ C     -   286,251.049   239,487.326   MT  0.99990841   +0 09 20.5
 AJ3690;SPC AZ C     -   939,143.86    785,719.57   iFT  0.99990841   +0 09 20.5
 AJ3690;UTM  12      - 3,715,912.350   441,053.714   MT  0.99964284   -0 21 04.9
 AJ3690
 AJ3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3690!SPC AZ C     -   0.99993419  x   0.99990841  =   0.99984261
 AJ3690!UTM  12      -   0.99993419  x   0.99964284  =   0.99957706
 AJ3690
 AJ3690                          SUPERSEDED SURVEY CONTROL
 AJ3690
 AJ3690  NAD 83(1992)-  33 34 52.63653(N)    111 38 06.72783(W) AD(       ) B
 AJ3690  ELLIP H (04/12/01)  419.245  (m)                       GP(       ) 3 2
 AJ3690
 AJ3690.Superseded values are not recommended for survey control.
 AJ3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3690.See file dsdata.txt to determine how the superseded data were derived.
 AJ3690
 AJ3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4105415912(NAD 83)
 AJ3690_MARKER: I = METAL ROD
 AJ3690_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3690_STAMPING: 1FN1 1999
 AJ3690_MARK LOGO: MCDOT 
 AJ3690_PROJECTION: FLUSH
 AJ3690_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3690+STABILITY: POSITION/ELEVATION WELL
 AJ3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3690+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2008
 AJ3690_ROD/PIPE-DEPTH:  4.1 meters
 AJ3690_SLEEVE-DEPTH  :  0.8 meters
 AJ3690
 AJ3690  HISTORY     - Date     Condition        Report By
 AJ3690  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3690  HISTORY     - 20080224 GOOD             GEOCAC
 AJ3690
 AJ3690                          STATION DESCRIPTION
 AJ3690
 AJ3690'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3690'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 03
 AJ3690'NORTH, RANGE 07 EAST, SECTION 22
 AJ3690'OWNERSHIP - ADOT R/W
 AJ3690'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3690'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3690'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3690'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3690'TO THE INTERSECTION OF SHEA BLVD, CONTINUE NORTH ON HIGHWAY 87 ABOUT
 AJ3690'2.0 MI (3.2 KM) TO FORT MCDOWELL ROAD, THENCE CONTINUE NORTH ON
 AJ3690'HIGHWAY 87 FOR 2.2 MI (3.5 KM) TO MILE POST 193, THENCE CONTINUE
 AJ3690'NORTHEASTERLY ON HIGHWAY 87 FOR 0.3 MI (0.5 KM) AND PARK AND WALK
 AJ3690'WESTERLY ACROSS THE MEDIAN AND THE SOUTHBOUND LANES TO THE STATION AS
 AJ3690'DESCRIBED
 AJ3690'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3690'COMPRESSED ON A 10.8 FOOT (3.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3690'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3690'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1FN1 1999, SURROUNDED
 AJ3690'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3690'CARSONITE MARKER
 AJ3690'STATION TIES
 AJ3690'0.3 MI (0.5 KM) NORTH OF MILE POST 193 ALONG SR 87
 AJ3690'54.0 FEET (16.5 M) SOUTHEASTERLY OF THE WEST RIGHT-OF-WAY FENCE
 AJ3690'47.0 FEET (14.3 M) NORTHWESTERLY OF THE WEST EDGE OF PAVEMENT FOR THE
 AJ3690'SOUTHBOUND TRAFFIC
 AJ3690'4.0 FEET (1.2 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3690'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3690'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3690
 AJ3690                          STATION RECOVERY (2008)
 AJ3690
 AJ3690'RECOVERY NOTE BY GEOCACHING 2008
 AJ3690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3691 ***********************************************************************
 AJ3691  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3691  DESIGNATION -  1FO1
 AJ3691  PID         -  AJ3691
 AJ3691  STATE/COUNTY-  AZ/MARICOPA
 AJ3691  USGS QUAD   -  STEWART MTN (1978)
 AJ3691
 AJ3691                         *CURRENT SURVEY CONTROL
 AJ3691  ___________________________________________________________________
 AJ3691* NAD 83(2007)-  33 36 34.84334(N)    111 34 50.93781(W)     ADJUSTED  
 AJ3691* NAVD 88     -       576.36   (meters)    1890.9    (feet)  GPS OBS   
 AJ3691  ___________________________________________________________________
 AJ3691  EPOCH DATE  -        2007.00
 AJ3691  X           -  -1,955,957.630 (meters)                     COMP
 AJ3691  Y           -  -4,945,021.788 (meters)                     COMP
 AJ3691  Z           -   3,510,774.919 (meters)                     COMP
 AJ3691  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 AJ3691  ELLIP HEIGHT-         547.193 (meters)          (02/10/07) ADJUSTED
 AJ3691  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AJ3691
 AJ3691  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3691  Type    PID    Designation                      North   East  Ellip
 AJ3691  -------------------------------------------------------------------
 AJ3691  NETWORK AJ3691 1FO1                              0.49   0.43   0.98
 AJ3691  -------------------------------------------------------------------
 AJ3691
 AJ3691.The horizontal coordinates were established by GPS observations
 AJ3691.and adjusted by the National Geodetic Survey in February 2007.
 AJ3691
 AJ3691.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3691.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3691.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3691.The epoch date for horizontal control is a decimal equivalence
 AJ3691.of Year/Month/Day.
 AJ3691
 AJ3691.The orthometric height was determined by GPS observations and a
 AJ3691.high-resolution geoid model.
 AJ3691.The orthometric height was determined by GPS observations and a
 AJ3691.high-resolution geoid model using precise GPS observation and
 AJ3691.processing techniques.
 AJ3691
 AJ3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3691
 AJ3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3691
 AJ3691.The ellipsoidal height was determined by GPS observations
 AJ3691.and is referenced to NAD 83.
 AJ3691
 AJ3691.The geoid height was determined by GEOID03.
 AJ3691
 AJ3691;                    North         East     Units Scale Factor Converg.
 AJ3691;SPC AZ C     -   289,414.744   244,525.632   MT  0.99991197   +0 11 09.3
 AJ3691;SPC AZ C     -   949,523.44    802,249.45   iFT  0.99991197   +0 11 09.3
 AJ3691;UTM  12      - 3,719,030.473   446,118.457   MT  0.99963579   -0 19 17.4
 AJ3691
 AJ3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3691!SPC AZ C     -   0.99991410  x   0.99991197  =   0.99982608
 AJ3691!UTM  12      -   0.99991410  x   0.99963579  =   0.99954992
 AJ3691
 AJ3691                          SUPERSEDED SURVEY CONTROL
 AJ3691
 AJ3691  NAD 83(1992)-  33 36 34.84266(N)    111 34 50.93667(W) AD(       ) B
 AJ3691  ELLIP H (04/12/01)  547.223  (m)                       GP(       ) 3 2
 AJ3691
 AJ3691.Superseded values are not recommended for survey control.
 AJ3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3691.See file dsdata.txt to determine how the superseded data were derived.
 AJ3691
 AJ3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4611819030(NAD 83)
 AJ3691_MARKER: I = METAL ROD
 AJ3691_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3691_STAMPING: 1FO1 1999
 AJ3691_PROJECTION: FLUSH
 AJ3691_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3691+STABILITY: POSITION/ELEVATION WELL
 AJ3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3691+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3691_ROD/PIPE-DEPTH:  6.9 meters
 AJ3691_SLEEVE-DEPTH  :  0.8 meters
 AJ3691
 AJ3691  HISTORY     - Date     Condition        Report By
 AJ3691  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3691  HISTORY     - 20080309 GOOD             GEOCAC
 AJ3691
 AJ3691                          STATION DESCRIPTION
 AJ3691
 AJ3691'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3691'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 03
 AJ3691'NORTH, RANGE 07 EAST, SECTION 24
 AJ3691'OWNERSHIP - ADOT R/W
 AJ3691'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3691'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3691'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3691'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3691'TO THE INTERSECTION OF SHEA BLVD, CONTINUE NORTH ALONG SR 87 ABOUT 8.6
 AJ3691'MI (13.8 KM) TO THE INTERSECTION OF BUSH HIGHWAY, THENCE TURN LEFT
 AJ3691'(WEST) TO THE SOUTHBOUND LANES OF SR 87, THENCE MAKE A U TURN ON SR 87
 AJ3691'AND DRIVE SOUTHWESTERLY ON SR 87 FOR ABOUT 1.7 MILE (2.7 KM) (0.7
 AJ3691'MILES PAST MILE POST 198) AND PARK AND WALK WESTERLY TO THE STATION AS
 AJ3691'DESCRIBED
 AJ3691'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3691'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3691'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3691'PVC PIPE WITH A SURVEY MONUMENT DO NOT DISTURB ACCESS COVER STAMPED
 AJ3691'1FO1 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3691'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3691'STATION TIES
 AJ3691'0.7 MI (1.1 KM) SOUTH OF MILE POST 198
 AJ3691'104 FT (31.7 M) NORTHEASTERLY OF THE CENTERLINE OF A DIRT ROAD HEADING
 AJ3691'NORTHERLY OFF SR 98 (SAID ROAD IS JUST SOUTH OF A WASH WITH A
 AJ3691'HEADWALL)
 AJ3691'41.2 FEET (12.6 M) EAST OF THE WEST RIGHT-OF-WAY FENCE
 AJ3691'26.5 FEET (8.1 M) WEST OF THE WEST EDGE OF PAVEMENT FOR THE SOUTHBOUND
 AJ3691'TRAFFIC
 AJ3691'4.8 FEET (1.5 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3691'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3691'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3691
 AJ3691                          STATION RECOVERY (2008)
 AJ3691
 AJ3691'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 AJ3691'THE STAMPING DOES NOT INCLUDE THE YEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3857 ***********************************************************************
 AJ3857  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3857  DESIGNATION -  1GC1
 AJ3857  PID         -  AJ3857
 AJ3857  STATE/COUNTY-  AZ/MARICOPA
 AJ3857  USGS QUAD   -  HEDGPETH HILLS (1981)
 AJ3857
 AJ3857                         *CURRENT SURVEY CONTROL
 AJ3857  ___________________________________________________________________
 AJ3857* NAD 83(2007)-  33 38 27.98547(N)    112 12 28.98088(W)     ADJUSTED  
 AJ3857* NAVD 88     -       374.64   (meters)    1229.1    (feet)  GPS OBS   
 AJ3857  ___________________________________________________________________
 AJ3857  EPOCH DATE  -        2007.00
 AJ3857  X           -  -2,009,180.630 (meters)                     COMP
 AJ3857  Y           -  -4,921,370.154 (meters)                     COMP
 AJ3857  Z           -   3,513,565.679 (meters)                     COMP
 AJ3857  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AJ3857  ELLIP HEIGHT-         344.818 (meters)          (02/10/07) ADJUSTED
 AJ3857  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3857
 AJ3857  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3857  Type    PID    Designation                      North   East  Ellip
 AJ3857  -------------------------------------------------------------------
 AJ3857  NETWORK AJ3857 1GC1                              0.88   0.78   1.25
 AJ3857  -------------------------------------------------------------------
 AJ3857
 AJ3857.The horizontal coordinates were established by GPS observations
 AJ3857.and adjusted by the National Geodetic Survey in February 2007.
 AJ3857
 AJ3857.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3857.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3857.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3857.The epoch date for horizontal control is a decimal equivalence
 AJ3857.of Year/Month/Day.
 AJ3857
 AJ3857.The orthometric height was determined by GPS observations and a
 AJ3857.high-resolution geoid model.
 AJ3857.The orthometric height was determined by GPS observations and a
 AJ3857.high-resolution geoid model using precise GPS observation and
 AJ3857.processing techniques.
 AJ3857
 AJ3857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3857
 AJ3857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3857
 AJ3857.The ellipsoidal height was determined by GPS observations
 AJ3857.and is referenced to NAD 83.
 AJ3857
 AJ3857.The geoid height was determined by GEOID03.
 AJ3857
 AJ3857;                    North         East     Units Scale Factor Converg.
 AJ3857;SPC AZ C     -   292,887.809   186,330.567   MT  0.99990900   -0 09 41.1
 AJ3857;SPC AZ C     -   960,918.01    611,320.76   iFT  0.99990900   -0 09 41.1
 AJ3857;UTM  12      - 3,723,018.153   387,968.967   MT  0.99975473   -0 40 09.5
 AJ3857
 AJ3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3857!SPC AZ C     -   0.99994587  x   0.99990900  =   0.99985487
 AJ3857!UTM  12      -   0.99994587  x   0.99975473  =   0.99970061
 AJ3857
 AJ3857                          SUPERSEDED SURVEY CONTROL
 AJ3857
 AJ3857  NAD 83(1992)-  33 38 27.98471(N)    112 12 28.98018(W) AD(       ) B
 AJ3857  ELLIP H (04/12/01)  344.851  (m)                       GP(       ) 3 2
 AJ3857
 AJ3857.Superseded values are not recommended for survey control.
 AJ3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3857.See file dsdata.txt to determine how the superseded data were derived.
 AJ3857
 AJ3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8796923018(NAD 83)
 AJ3857_MARKER: I = METAL ROD
 AJ3857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3857_STAMPING: 1GC1 1999
 AJ3857_MARK LOGO: MCDOT 
 AJ3857_PROJECTION: FLUSH
 AJ3857_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3857+STABILITY: POSITION/ELEVATION WELL
 AJ3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3857+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3857_ROD/PIPE-DEPTH:  8.7 meters
 AJ3857_SLEEVE-DEPTH  :  0.8 meters
 AJ3857
 AJ3857  HISTORY     - Date     Condition        Report By
 AJ3857  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3857  HISTORY     - 20040313 POOR             USPSQD
 AJ3857
 AJ3857                          STATION DESCRIPTION
 AJ3857
 AJ3857'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3857'THE STATION IS LOCATED WITHIN THE CITY OF GLENDALE, TOWNSHIP 4 NORTH,
 AJ3857'RANGE 1 EAST, SECTION 36
 AJ3857'OWNERSHIP - CITY OF GLENDALE
 AJ3857'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 101 AND BELL
 AJ3857'ROAD, DRIVE EAST ON BELL ROAD 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 AJ3857'69TH AVENUE AND BELL ROAD, THENCE TURN LEFT (NORTH) ONTO 69TH AVENUE
 AJ3857'AND DRIVE NORTH-NORTHWEST 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT
 AJ3857'22.5 FT (6.9 M) SOUTHWEST OF THE SIDEWALK ON THE SOUTHWEST SIDE OF THE
 AJ3857'ROAD AND 150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF CAMPO BELLO
 AJ3857'DRIVE
 AJ3857'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 28.4 FOOT
 AJ3857'(8.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3857'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3857'ACCESS COVER STAMPED 1GC1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3857'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3857'STATION TIES -
 AJ3857'22.5 FT (6.9 M) SOUTHWEST OF A 4 FT (1.2 M) WIDE SIDEWALK
 AJ3857'16 FT (4.9 M) NORTHWEST OF A 9 FT (2.7 M) WIDE ASPHALT SIDEWALK
 AJ3857'35.5 FT (10.8 M) SOUTH OF A STREET LIGHT
 AJ3857'150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF CAMPO BELL DRIVE
 AJ3857'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3857'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3857
 AJ3857                          STATION RECOVERY (2004)
 AJ3857
 AJ3857'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 AJ3857'FOUND MARK.  CAPPING MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3727 ***********************************************************************
 AJ3727  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3727  DESIGNATION -  1GE1
 AJ3727  PID         -  AJ3727
 AJ3727  STATE/COUNTY-  AZ/MARICOPA
 AJ3727  USGS QUAD   -  UNION HILLS (1981)
 AJ3727
 AJ3727                         *CURRENT SURVEY CONTROL
 AJ3727  ___________________________________________________________________
 AJ3727* NAD 83(2007)-  33 38 02.26658(N)    112 05 14.07002(W)     ADJUSTED  
 AJ3727* NAVD 88     -       412.66   (meters)    1353.9    (feet)  GPS OBS   
 AJ3727  ___________________________________________________________________
 AJ3727  EPOCH DATE  -        2007.00
 AJ3727  X           -  -1,998,976.454 (meters)                     COMP
 AJ3727  Y           -  -4,926,031.828 (meters)                     COMP
 AJ3727  Z           -   3,512,927.102 (meters)                     COMP
 AJ3727  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 AJ3727  ELLIP HEIGHT-         383.051 (meters)          (02/10/07) ADJUSTED
 AJ3727  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AJ3727
 AJ3727  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3727  Type    PID    Designation                      North   East  Ellip
 AJ3727  -------------------------------------------------------------------
 AJ3727  NETWORK AJ3727 1GE1                              0.69   0.65   1.06
 AJ3727  -------------------------------------------------------------------
 AJ3727
 AJ3727.The horizontal coordinates were established by GPS observations
 AJ3727.and adjusted by the National Geodetic Survey in February 2007.
 AJ3727
 AJ3727.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3727.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3727.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3727.The epoch date for horizontal control is a decimal equivalence
 AJ3727.of Year/Month/Day.
 AJ3727
 AJ3727.The orthometric height was determined by GPS observations and a
 AJ3727.high-resolution geoid model.
 AJ3727.The orthometric height was determined by GPS observations and a
 AJ3727.high-resolution geoid model using precise GPS observation and
 AJ3727.processing techniques.
 AJ3727
 AJ3727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3727
 AJ3727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3727
 AJ3727.The ellipsoidal height was determined by GPS observations
 AJ3727.and is referenced to NAD 83.
 AJ3727
 AJ3727.The geoid height was determined by GEOID03.
 AJ3727
 AJ3727;                    North         East     Units Scale Factor Converg.
 AJ3727;SPC AZ C     -   292,070.461   197,535.768   MT  0.99990309   -0 05 40.1
 AJ3727;SPC AZ C     -   958,236.42    648,083.23   iFT  0.99990309   -0 05 40.1
 AJ3727;UTM  12      - 3,722,101.675   399,164.625   MT  0.99972535   -0 36 08.1
 AJ3727
 AJ3727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3727!SPC AZ C     -   0.99993987  x   0.99990309  =   0.99984296
 AJ3727!UTM  12      -   0.99993987  x   0.99972535  =   0.99966523
 AJ3727
 AJ3727                          SUPERSEDED SURVEY CONTROL
 AJ3727
 AJ3727  NAD 83(1992)-  33 38 02.26568(N)    112 05 14.06927(W) AD(       ) B
 AJ3727  ELLIP H (04/12/01)  383.088  (m)                       GP(       ) 3 2
 AJ3727
 AJ3727.Superseded values are not recommended for survey control.
 AJ3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3727.See file dsdata.txt to determine how the superseded data were derived.
 AJ3727
 AJ3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9916522102(NAD 83)
 AJ3727_MARKER: I = METAL ROD
 AJ3727_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3727_STAMPING: 1GE1 1999
 AJ3727_MARK LOGO: MCDOT 
 AJ3727_PROJECTION: FLUSH
 AJ3727_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3727+STABILITY: POSITION/ELEVATION WELL
 AJ3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3727+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AJ3727_ROD/PIPE-DEPTH:  5.2 meters
 AJ3727_SLEEVE-DEPTH  :  0.8 meters
 AJ3727
 AJ3727  HISTORY     - Date     Condition        Report By
 AJ3727  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3727  HISTORY     - 20041101 GOOD             USPSQD
 AJ3727
 AJ3727                          STATION DESCRIPTION
 AJ3727
 AJ3727'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3727'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 03 NORTH,
 AJ3727'RANGE 03 EAST, SECTION 6
 AJ3727'OWNERSHIP - CITY OF PHOENIX
 AJ3727'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND BELL ROAD (EXIT
 AJ3727'212) , DRIVE EAST 1.7 MI (2.7 KM) TO 11TH AVENUE THENCE, TURN RIGHT
 AJ3727'(SOUTH) ONTO 11TH AVENUE AND DRIVE 0.4 MI (0.6 KM) AND PARK JUST
 AJ3727'BEFORE BRIDGE GOING OVER CAVE CREEK WASH, WALK WEST TO THE STATION AS
 AJ3727'DESCRIBED
 AJ3727'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3727'COMPRESSED ON A 16.9 FOOT (5.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3727'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3727'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1GE1 1999, SURROUNDED
 AJ3727'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3727'CARSONITE MARKER
 AJ3727'STATION TIES
 AJ3727'31.1 FT (9.5 M) SOUTHEAST AND PERPENDICULAR TO THE 6 FT (1.8 M) CHAIN
 AJ3727'LINK FENCE
 AJ3727'18.2 FT (5.5 M) WEST TO THE CHAIN LINK FENCE CLOSEST TO THE WEST SIDE
 AJ3727'OF 11TH AVENUE
 AJ3727'8.3 FT (2.5 M) WEST AND PERPENDICULAR TO THE BACK OF THE CONCRETE
 AJ3727'SIDEWALK
 AJ3727'8.0 FT (2.4 M) SOUTHWEST OF SIGN
 AJ3727'7.7 FT (2.3 M) NORTH OF CONCRETE SLOPE THAT HAS A HEADWALL ON THE
 AJ3727'SOUTH END
 AJ3727'5.6 FT (1.7 M) SOUTHWEST OF THE NORTH END OF THE GUARDRAIL
 AJ3727'1.7 FT (0.5 M) NORTHEAST OF WHITE CARSONITE MARKER
 AJ3727'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3727'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3727
 AJ3727                          STATION RECOVERY (2004)
 AJ3727
 AJ3727'RECOVERY NOTE BY US POWER SQUADRON 2004 (MJ)
 AJ3727'RECOVERED AS DESCRIBED. IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3692 ***********************************************************************
 AJ3692  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3692  DESIGNATION -  1GG1
 AJ3692  PID         -  AJ3692
 AJ3692  STATE/COUNTY-  AZ/MARICOPA
 AJ3692  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3692
 AJ3692                         *CURRENT SURVEY CONTROL
 AJ3692  ___________________________________________________________________
 AJ3692* NAD 83(2007)-  33 38 51.87158(N)    111 59 46.76970(W)     ADJUSTED  
 AJ3692* NAVD 88     -       452.36   (meters)    1484.1    (feet)  GPS OBS   
 AJ3692  ___________________________________________________________________
 AJ3692  EPOCH DATE  -        2007.00
 AJ3692  X           -  -1,990,852.607 (meters)                     COMP
 AJ3692  Y           -  -4,928,443.241 (meters)                     COMP
 AJ3692  Z           -   3,514,221.616 (meters)                     COMP
 AJ3692  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ3692  ELLIP HEIGHT-         422.871 (meters)          (02/10/07) ADJUSTED
 AJ3692  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AJ3692
 AJ3692  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3692  Type    PID    Designation                      North   East  Ellip
 AJ3692  -------------------------------------------------------------------
 AJ3692  NETWORK AJ3692 1GG1                              0.67   0.63   1.12
 AJ3692  -------------------------------------------------------------------
 AJ3692
 AJ3692.The horizontal coordinates were established by GPS observations
 AJ3692.and adjusted by the National Geodetic Survey in February 2007.
 AJ3692
 AJ3692.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3692.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3692.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3692.The epoch date for horizontal control is a decimal equivalence
 AJ3692.of Year/Month/Day.
 AJ3692
 AJ3692.The orthometric height was determined by GPS observations and a
 AJ3692.high-resolution geoid model.
 AJ3692.The orthometric height was determined by GPS observations and a
 AJ3692.high-resolution geoid model using precise GPS observation and
 AJ3692.processing techniques.
 AJ3692
 AJ3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3692
 AJ3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3692
 AJ3692.The ellipsoidal height was determined by GPS observations
 AJ3692.and is referenced to NAD 83.
 AJ3692
 AJ3692.The geoid height was determined by GEOID03.
 AJ3692
 AJ3692;                    North         East     Units Scale Factor Converg.
 AJ3692;SPC AZ C     -   293,588.436   205,971.290   MT  0.99990067   -0 02 38.9
 AJ3692;SPC AZ C     -   963,216.65    675,758.83   iFT  0.99990067   -0 02 38.9
 AJ3692;UTM  12      - 3,723,544.550   407,611.693   MT  0.99970523   -0 33 07.5
 AJ3692
 AJ3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3692!SPC AZ C     -   0.99993362  x   0.99990067  =   0.99983429
 AJ3692!UTM  12      -   0.99993362  x   0.99970523  =   0.99963887
 AJ3692
 AJ3692                          SUPERSEDED SURVEY CONTROL
 AJ3692
 AJ3692  NAD 83(1992)-  33 38 51.87071(N)    111 59 46.76895(W) AD(       ) B
 AJ3692  ELLIP H (04/12/01)  422.911  (m)                       GP(       ) 3 2
 AJ3692
 AJ3692.Superseded values are not recommended for survey control.
 AJ3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3692.See file dsdata.txt to determine how the superseded data were derived.
 AJ3692
 AJ3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0761223545(NAD 83)
 AJ3692_MARKER: I = METAL ROD
 AJ3692_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3692_STAMPING: 1GG1 1999
 AJ3692_MARK LOGO: MCDOT 
 AJ3692_PROJECTION: FLUSH
 AJ3692_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3692+STABILITY: POSITION/ELEVATION WELL
 AJ3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3692+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2007
 AJ3692_ROD/PIPE-DEPTH:  3.7 meters
 AJ3692_SLEEVE-DEPTH  :  0.8 meters
 AJ3692
 AJ3692  HISTORY     - Date     Condition        Report By
 AJ3692  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3692  HISTORY     - 20060118 GOOD             EVANS
 AJ3692  HISTORY     - 20070706 GOOD             GEOCAC
 AJ3692
 AJ3692                          STATION DESCRIPTION
 AJ3692
 AJ3692'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3692'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3692'RANGE 03 EAST, SECTION 36
 AJ3692'OWNERSHIP - PHOENIX R/W
 AJ3692'TO REACH THE STATION FROM THE JUNCTION OF SR 51 AND BELL ROAD, DRIVE
 AJ3692'EAST ON BELL 0.4 MI (0.6 KM) TO 40TH ST, THENCE TURN LEFT (NORTH) AND
 AJ3692'DRIVE 0.5 MI (0.8 KM) ALONG 40TH STREET AND PARK NEAR THE INTERSECTION
 AJ3692'OF GROVERS AVENUE, WALK TO THE STATION IS AS DESCRIBED
 AJ3692'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3692'COMPRESSED ON A 12.0 FOOT (3.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3692'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3692'PVC PIPE WITH A COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1GG1 1999,
 AJ3692'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3692'A WHITE CARSONITE MARKER
 AJ3692'STATION TIES
 AJ3692'58.0 FT (17.7 M) SOUTH OF THE CENTERLINE GROVERS AVENUE
 AJ3692'35.0 FT (10.7 M) WEST OF THE CENTERLINE OF 40TH STREET
 AJ3692'JUST EAST OF THE SIDEWALK ON THE WEST SIDE OF 40TH STREET
 AJ3692'3.6 FT (1.1 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3692'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3692'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3692
 AJ3692                          STATION RECOVERY (2006)
 AJ3692
 AJ3692'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JST)
 AJ3692'RECOVERED IN GOOD CONDITION.
 AJ3692
 AJ3692                          STATION RECOVERY (2007)
 AJ3692
 AJ3692'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3692'THE CARSONITE MARKER/WITNESS POST IS MISSING.
 AJ3692'THE MARK IS ABOUT 1 FOOT WEST OF THE CURB OF NORTH 40TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3721 ***********************************************************************
 AJ3721  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3721  DESIGNATION -  1GK1
 AJ3721  PID         -  AJ3721
 AJ3721  STATE/COUNTY-  AZ/MARICOPA
 AJ3721  USGS QUAD   -  MC DOWELL PEAK (1965)
 AJ3721
 AJ3721                         *CURRENT SURVEY CONTROL
 AJ3721  ___________________________________________________________________
 AJ3721* NAD 83(2007)-  33 38 07.01270(N)    111 46 05.56506(W)     ADJUSTED  
 AJ3721* NAVD 88     -       659.31   (meters)    2163.1    (feet)  GPS OBS   
 AJ3721  ___________________________________________________________________
 AJ3721  EPOCH DATE  -        2007.00
 AJ3721  X           -  -1,971,563.161 (meters)                     COMP
 AJ3721  Y           -  -4,937,201.713 (meters)                     COMP
 AJ3721  Z           -   3,513,185.690 (meters)                     COMP
 AJ3721  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AJ3721  ELLIP HEIGHT-         630.086 (meters)          (02/10/07) ADJUSTED
 AJ3721  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AJ3721
 AJ3721  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3721  Type    PID    Designation                      North   East  Ellip
 AJ3721  -------------------------------------------------------------------
 AJ3721  NETWORK AJ3721 1GK1                              0.78   0.69   1.06
 AJ3721  -------------------------------------------------------------------
 AJ3721
 AJ3721.The horizontal coordinates were established by GPS observations
 AJ3721.and adjusted by the National Geodetic Survey in February 2007.
 AJ3721
 AJ3721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3721.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3721.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3721.The epoch date for horizontal control is a decimal equivalence
 AJ3721.of Year/Month/Day.
 AJ3721
 AJ3721.The orthometric height was determined by GPS observations and a
 AJ3721.high-resolution geoid model.
 AJ3721.The orthometric height was determined by GPS observations and a
 AJ3721.high-resolution geoid model using precise GPS observation and
 AJ3721.processing techniques.
 AJ3721
 AJ3721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3721
 AJ3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3721
 AJ3721.The ellipsoidal height was determined by GPS observations
 AJ3721.and is referenced to NAD 83.
 AJ3721
 AJ3721.The geoid height was determined by GEOID03.
 AJ3721
 AJ3721;                    North         East     Units Scale Factor Converg.
 AJ3721;SPC AZ C     -   292,213.509   227,131.870   MT  0.99990234   +0 04 56.0
 AJ3721;SPC AZ C     -   958,705.74    745,183.30   iFT  0.99990234   +0 04 56.0
 AJ3721;UTM  12      - 3,721,982.458   428,754.653   MT  0.99966258   -0 25 31.9
 AJ3721
 AJ3721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3721!SPC AZ C     -   0.99990109  x   0.99990234  =   0.99980344
 AJ3721!UTM  12      -   0.99990109  x   0.99966258  =   0.99956371
 AJ3721
 AJ3721                          SUPERSEDED SURVEY CONTROL
 AJ3721
 AJ3721  NAD 83(1992)-  33 38 07.01213(N)    111 46 05.56427(W) AD(       ) B
 AJ3721  ELLIP H (04/12/01)  630.135  (m)                       GP(       ) 3 2
 AJ3721
 AJ3721.Superseded values are not recommended for survey control.
 AJ3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3721.See file dsdata.txt to determine how the superseded data were derived.
 AJ3721
 AJ3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2875521982(NAD 83)
 AJ3721_MARKER: DD = SURVEY DISK
 AJ3721_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3721_STAMPING: 1GK1 1999
 AJ3721_MARK LOGO: MCDOT 
 AJ3721_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3721+STABILITY: POSITION/ELEVATION WELL
 AJ3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3721+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2008
 AJ3721
 AJ3721  HISTORY     - Date     Condition        Report By
 AJ3721  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3721  HISTORY     - 20080116 GOOD             CAP
 AJ3721
 AJ3721                          STATION DESCRIPTION
 AJ3721
 AJ3721'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3721'THE STATION IS LOCATED WITHIN THE TOWN OF FOUNTAIN HILLS, TOWNSHIP 03
 AJ3721'NORTH, RANGE 06 EAST, SECTION 05
 AJ3721'OWNERSHIP - PRIVATE - GIULIANI, ANTHONY AND VALERIE
 AJ3721'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3721'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3721'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3721'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3721'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3721'AND DRIVE 3.0 MI (4.8 KM) TO THE INTERSECTION OF PALISADES BLVD,
 AJ3721'THENCE TURN RIGHT (NORTH) ONTO PALISADES BLVD AND DRIVE 2.9 MI (4.7
 AJ3721'KM) TO GOLDEN EAGLE BLVD, THENCE TURN LEFT (EAST) ONTO GOLDEN EAGLE
 AJ3721'BLVD AND DRIVE 2.8 MI (4.5 KM) TO A LOCKED GATE AND STOP, HIKE 200
 AJ3721'FEET (61.0 M) SOUTH TO THE TOP OF THE HILL TO THE STATION AS DESCRIBED
 AJ3721'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3721'COUNTY D.O.T.  BRASS CAP, STAMPED 1GK1, SET IN BEDROCK, WITNESSED BY A
 AJ3721'WHITE CARSONITE MARKER
 AJ3721'STATION TIES
 AJ3721'200 FT (61.0 M) SOUTH OF GOLDEN EAGLE BLVD AT THE LOCKED GATE, TO THE
 AJ3721'TOP OF A HILL
 AJ3721'18 FEET SOUTHEAST OF LARGE HOLE IN GROUND
 AJ3721'4.3 FEET (1.3 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3721'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3721'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3721
 AJ3721                          STATION RECOVERY (2008)
 AJ3721
 AJ3721'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 AJ3721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3693 ***********************************************************************
 AJ3693  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3693  DESIGNATION -  1GM2
 AJ3693  PID         -  AJ3693
 AJ3693  STATE/COUNTY-  AZ/MARICOPA
 AJ3693  USGS QUAD   -  FORT MC DOWELL (1978)
 AJ3693
 AJ3693                         *CURRENT SURVEY CONTROL
 AJ3693  ___________________________________________________________________
 AJ3693* NAD 83(2007)-  33 38 18.56243(N)    111 42 03.16762(W)     ADJUSTED  
 AJ3693* NAVD 88     -       472.67   (meters)    1550.8    (feet)  GPS OBS   
 AJ3693  ___________________________________________________________________
 AJ3693  EPOCH DATE  -        2007.00
 AJ3693  X           -  -1,965,629.348 (meters)                     COMP
 AJ3693  Y           -  -4,939,187.641 (meters)                     COMP
 AJ3693  Z           -   3,513,378.553 (meters)                     COMP
 AJ3693  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AJ3693  ELLIP HEIGHT-         443.369 (meters)          (02/10/07) ADJUSTED
 AJ3693  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AJ3693
 AJ3693  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3693  Type    PID    Designation                      North   East  Ellip
 AJ3693  -------------------------------------------------------------------
 AJ3693  NETWORK AJ3693 1GM2                              0.63   0.57   1.00
 AJ3693  -------------------------------------------------------------------
 AJ3693
 AJ3693.The horizontal coordinates were established by GPS observations
 AJ3693.and adjusted by the National Geodetic Survey in February 2007.
 AJ3693
 AJ3693.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3693.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3693.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3693.The epoch date for horizontal control is a decimal equivalence
 AJ3693.of Year/Month/Day.
 AJ3693
 AJ3693.The orthometric height was determined by GPS observations and a
 AJ3693.high-resolution geoid model.
 AJ3693.The orthometric height was determined by GPS observations and a
 AJ3693.high-resolution geoid model using precise GPS observation and
 AJ3693.processing techniques.
 AJ3693
 AJ3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3693
 AJ3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3693
 AJ3693.The ellipsoidal height was determined by GPS observations
 AJ3693.and is referenced to NAD 83.
 AJ3693
 AJ3693.The geoid height was determined by GEOID03.
 AJ3693
 AJ3693;                    North         East     Units Scale Factor Converg.
 AJ3693;SPC AZ C     -   292,580.319   233,377.484   MT  0.99990494   +0 07 10.3
 AJ3693;SPC AZ C     -   959,909.18    765,674.16   iFT  0.99990494   +0 07 10.3
 AJ3693;UTM  12      - 3,722,293.825   435,001.734   MT  0.99965208   -0 23 17.8
 AJ3693
 AJ3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3693!SPC AZ C     -   0.99993040  x   0.99990494  =   0.99983535
 AJ3693!UTM  12      -   0.99993040  x   0.99965208  =   0.99958250
 AJ3693
 AJ3693                          SUPERSEDED SURVEY CONTROL
 AJ3693
 AJ3693  NAD 83(1992)-  33 38 18.56176(N)    111 42 03.16658(W) AD(       ) B
 AJ3693  ELLIP H (04/12/01)  443.401  (m)                       GP(       ) 3 2
 AJ3693
 AJ3693.Superseded values are not recommended for survey control.
 AJ3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3693.See file dsdata.txt to determine how the superseded data were derived.
 AJ3693
 AJ3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3500222294(NAD 83)
 AJ3693_MARKER: I = METAL ROD
 AJ3693_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3693+WITH SETTING: INFORMATION.
 AJ3693_STAMPING: 1GM2 1999
 AJ3693_MARK LOGO: MCDOT 
 AJ3693_PROJECTION: FLUSH
 AJ3693_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3693+STABILITY: POSITION/ELEVATION WELL
 AJ3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3693+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 AJ3693_ROD/PIPE-DEPTH:  1.6 meters
 AJ3693_SLEEVE-DEPTH  :  0.8 meters
 AJ3693
 AJ3693  HISTORY     - Date     Condition        Report By
 AJ3693  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3693  HISTORY     - 20060325 GOOD             USPSQD
 AJ3693  HISTORY     - 20070118 GOOD             USPSQD
 AJ3693  HISTORY     - 20070426 GOOD             MCDOT
 AJ3693  HISTORY     - 20081114 GOOD             GEOCAC
 AJ3693
 AJ3693                          STATION DESCRIPTION
 AJ3693
 AJ3693'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3693'THE STATION IS LOCATED WITHIN THE MCDOWELL MOUNTAIN REGIONAL PARK,
 AJ3693'TOWNSHIP 04 NORTH, RANGE 06 EAST, SECTION 02
 AJ3693'OWNERSHIP - MARICOPA COUNTY PARK (MCDOWELL MOUNTAIN REGIONAL PARK)
 AJ3693'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3693'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3693'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3693'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3693'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3693'AND DRIVE 2.2 MI (3.5 KM) TO THE INTERSECTION OF FOUNTAIN HILLS BLVD,
 AJ3693'THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY FOR 3.7 MI (6.0 KM) TO A
 AJ3693'BEND IN THE ROAD TO THE EAST (THIS IS WHERE FOUNTAIN HILLS BLVD TURNS
 AJ3693'INTO MCDOWELL MOUNTAIN ROAD), THENCE CONTINUE AROUND CURVE TO THE
 AJ3693'RIGHT (NORTHEASTERLY) AND DRIVE ON MCDOWELL MOUNTAIN ROAD FOR 1.7 MI
 AJ3693'(2.7 KM) NORTHERLY TO A POINT SOUTH OF A DIRT ROAD ON THE LEFT (WEST),
 AJ3693'PARK AND WALK WESTERLY TO THE STATION AS DESCRIBED
 AJ3693'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3693'COMPRESSED ON A 4.3 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3693'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3693'WITH A COUNTY LOGO ACCESS COVER STAMPED 1GM2 1999, SURROUNDED WITH A
 AJ3693'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3693'MARKER
 AJ3693'STATION TIES
 AJ3693'95.0 FEET (29.0 M) WEST OF THE CENTERLINE OF MCDOWELL MOUNTAIN ROAD
 AJ3693'30.0 FEET (9.1 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD TO THE WEST
 AJ3693'5.1 FEET (1.6 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3693'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3693'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3693
 AJ3693                          STATION RECOVERY (2006)
 AJ3693
 AJ3693'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ3693'RECOVERED IN GOOD CONDITION.
 AJ3693
 AJ3693                          STATION RECOVERY (2007)
 AJ3693
 AJ3693'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 AJ3693'RECOVERED AS DESCRIBED.
 AJ3693
 AJ3693                          STATION RECOVERY (2007)
 AJ3693
 AJ3693'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3693'RECOVERED IN GOOD CONDITION.
 AJ3693
 AJ3693                          STATION RECOVERY (2008)
 AJ3693
 AJ3693'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3858 ***********************************************************************
 AJ3858  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3858  DESIGNATION -  1HB1
 AJ3858  PID         -  AJ3858
 AJ3858  STATE/COUNTY-  AZ/MARICOPA
 AJ3858  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3858
 AJ3858                         *CURRENT SURVEY CONTROL
 AJ3858  ___________________________________________________________________
 AJ3858* NAD 83(2007)-  33 40 28.80737(N)    112 15 03.04207(W)     ADJUSTED  
 AJ3858* NAVD 88     -       384.71   (meters)    1262.2    (feet)  GPS OBS   
 AJ3858  ___________________________________________________________________
 AJ3858  EPOCH DATE  -        2007.00
 AJ3858  X           -  -2,012,077.780 (meters)                     COMP
 AJ3858  Y           -  -4,917,966.235 (meters)                     COMP
 AJ3858  Z           -   3,516,669.917 (meters)                     COMP
 AJ3858  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 AJ3858  ELLIP HEIGHT-         354.880 (meters)          (02/10/07) ADJUSTED
 AJ3858  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3858
 AJ3858  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3858  Type    PID    Designation                      North   East  Ellip
 AJ3858  -------------------------------------------------------------------
 AJ3858  NETWORK AJ3858 1HB1                              0.88   0.71   1.23
 AJ3858  -------------------------------------------------------------------
 AJ3858
 AJ3858.The horizontal coordinates were established by GPS observations
 AJ3858.and adjusted by the National Geodetic Survey in February 2007.
 AJ3858
 AJ3858.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3858.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3858.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3858.The epoch date for horizontal control is a decimal equivalence
 AJ3858.of Year/Month/Day.
 AJ3858
 AJ3858.The orthometric height was determined by GPS observations and a
 AJ3858.high-resolution geoid model.
 AJ3858.The orthometric height was determined by GPS observations and a
 AJ3858.high-resolution geoid model using precise GPS observation and
 AJ3858.processing techniques.
 AJ3858
 AJ3858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3858
 AJ3858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3858
 AJ3858.The ellipsoidal height was determined by GPS observations
 AJ3858.and is referenced to NAD 83.
 AJ3858
 AJ3858.The geoid height was determined by GEOID03.
 AJ3858
 AJ3858;                    North         East     Units Scale Factor Converg.
 AJ3858;SPC AZ C     -   296,621.997   182,372.838   MT  0.99991183   -0 11 07.1
 AJ3858;SPC AZ C     -   973,169.28    598,336.08   iFT  0.99991183   -0 11 07.1
 AJ3858;UTM  12      - 3,726,786.727   384,045.099   MT  0.99976576   -0 41 37.1
 AJ3858
 AJ3858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3858!SPC AZ C     -   0.99994429  x   0.99991183  =   0.99985613
 AJ3858!UTM  12      -   0.99994429  x   0.99976576  =   0.99971006
 AJ3858
 AJ3858                          SUPERSEDED SURVEY CONTROL
 AJ3858
 AJ3858  NAD 83(1992)-  33 40 28.80660(N)    112 15 03.04143(W) AD(       ) B
 AJ3858  ELLIP H (04/12/01)  354.910  (m)                       GP(       ) 3 2
 AJ3858
 AJ3858.Superseded values are not recommended for survey control.
 AJ3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3858.See file dsdata.txt to determine how the superseded data were derived.
 AJ3858
 AJ3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8404526787(NAD 83)
 AJ3858_MARKER: I = METAL ROD
 AJ3858_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3858+WITH SETTING: INFORMATION.
 AJ3858_STAMPING: 1HB1 1999
 AJ3858_MARK LOGO: MCDOT 
 AJ3858_PROJECTION: FLUSH
 AJ3858_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3858+STABILITY: POSITION/ELEVATION WELL
 AJ3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3858+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3858_ROD/PIPE-DEPTH:  2.8 meters
 AJ3858_SLEEVE-DEPTH  :  0.8 meters
 AJ3858
 AJ3858  HISTORY     - Date     Condition        Report By
 AJ3858  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3858
 AJ3858                          STATION DESCRIPTION
 AJ3858
 AJ3858'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3858'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 4 NORTH,
 AJ3858'RANGE 1 EAST, SECTION 22
 AJ3858'OWNERSHIP - CITY OF PEORIA
 AJ3858'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 101 AND UNION
 AJ3858'HILLS DRIVE, DRIVE WEST ON UNION HILLS DRIVE 1.3 MI (2.1 KM) TO THE
 AJ3858'INTERSECTION OF 91ST AVENUE AND UNION HILLS DRIVE, THENCE TURN RIGHT
 AJ3858'(NORTH) ONTO 91ST AVENUE AND DRIVE 1.6 MI (2.6 KM) TO THE INTERSECTION
 AJ3858'OF DEANNA DRIVE AND 91ST AVENUE, THENCE TURN RIGHT (EAST) ONTO DEANNA
 AJ3858'DRIVE AND DRIVE EASTERLY 0.3 MI (0.5 KM) TO THE PARKING LOT OF DEER
 AJ3858'VILLAGE PARK, THENCE PARK THE VEHICLE AND WALK SOUTH-SOUTHWEST 445 FT
 AJ3858'(135.6 M) FROM THE SOUTH SIDE OF THE PARKING LOT TO THE STATION
 AJ3858'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 9.2 FOOT (2.8
 AJ3858'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3858'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3858'COVER STAMPED 1HB1 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3858'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3858'STATION TIES -
 AJ3858'22.9 FT (7.0 M) SOUTHEAST OF A LIGHT POLE
 AJ3858'48.3 FT (14.7 M) SOUTHWEST OF A PINE TREE
 AJ3858'10.1 FT (3.1 M) SOUTH OF THE CENTERLINE OF A SIDEWALK
 AJ3858'24.2 FT (7.4 M) NORTH-NORTHWEST OF A PINE TREE
 AJ3858'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3858'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3730 ***********************************************************************
 AJ3730  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3730  DESIGNATION -  1HD1
 AJ3730  PID         -  AJ3730
 AJ3730  STATE/COUNTY-  AZ/MARICOPA
 AJ3730  USGS QUAD   -  HEDGPETH HILLS (1981)
 AJ3730
 AJ3730                         *CURRENT SURVEY CONTROL
 AJ3730  ___________________________________________________________________
 AJ3730* NAD 83(2007)-  33 41 15.63372(N)    112 08 07.50578(W)     ADJUSTED  
 AJ3730* NAVD 88     -       428.55   (meters)    1406.0    (feet)  GPS OBS   
 AJ3730  ___________________________________________________________________
 AJ3730  EPOCH DATE  -        2007.00
 AJ3730  X           -  -2,001,878.415 (meters)                     COMP
 AJ3730  Y           -  -4,921,302.551 (meters)                     COMP
 AJ3730  Z           -   3,517,894.984 (meters)                     COMP
 AJ3730  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 AJ3730  ELLIP HEIGHT-         398.966 (meters)          (02/10/07) ADJUSTED
 AJ3730  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AJ3730
 AJ3730  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3730  Type    PID    Designation                      North   East  Ellip
 AJ3730  -------------------------------------------------------------------
 AJ3730  NETWORK AJ3730 1HD1                              0.78   0.73   1.18
 AJ3730  -------------------------------------------------------------------
 AJ3730
 AJ3730.The horizontal coordinates were established by GPS observations
 AJ3730.and adjusted by the National Geodetic Survey in February 2007.
 AJ3730
 AJ3730.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3730.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3730.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3730.The epoch date for horizontal control is a decimal equivalence
 AJ3730.of Year/Month/Day.
 AJ3730
 AJ3730.The orthometric height was determined by GPS observations and a
 AJ3730.high-resolution geoid model.
 AJ3730.The orthometric height was determined by GPS observations and a
 AJ3730.high-resolution geoid model using precise GPS observation and
 AJ3730.processing techniques.
 AJ3730
 AJ3730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3730
 AJ3730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3730
 AJ3730.The ellipsoidal height was determined by GPS observations
 AJ3730.and is referenced to NAD 83.
 AJ3730
 AJ3730.The geoid height was determined by GEOID03.
 AJ3730
 AJ3730;                    North         East     Units Scale Factor Converg.
 AJ3730;SPC AZ C     -   298,035.949   193,079.027   MT  0.99990507   -0 07 16.8
 AJ3730;SPC AZ C     -   977,808.23    633,461.37   iFT  0.99990507   -0 07 16.8
 AJ3730;UTM  12      - 3,728,105.413   394,761.727   MT  0.99973653   -0 37 47.4
 AJ3730
 AJ3730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3730!SPC AZ C     -   0.99993737  x   0.99990507  =   0.99984245
 AJ3730!UTM  12      -   0.99993737  x   0.99973653  =   0.99967392
 AJ3730
 AJ3730                          SUPERSEDED SURVEY CONTROL
 AJ3730
 AJ3730  NAD 83(1992)-  33 41 15.63288(N)    112 08 07.50506(W) AD(       ) B
 AJ3730  ELLIP H (04/12/01)  399.000  (m)                       GP(       ) 3 2
 AJ3730
 AJ3730.Superseded values are not recommended for survey control.
 AJ3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3730.See file dsdata.txt to determine how the superseded data were derived.
 AJ3730
 AJ3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9476228105(NAD 83)
 AJ3730_MARKER: DD = SURVEY DISK
 AJ3730_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3730_STAMPING: 1HD1 1999
 AJ3730_MARK LOGO: MCDOT 
 AJ3730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3730+STABILITY: POSITION/ELEVATION WELL
 AJ3730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3730+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3730
 AJ3730  HISTORY     - Date     Condition        Report By
 AJ3730  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3730
 AJ3730                          STATION DESCRIPTION
 AJ3730
 AJ3730'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3730'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3730'RANGE 02 EAST, SECTION 15
 AJ3730'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL DISTRICT
 AJ3730'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND DEER
 AJ3730'VALLEY ROAD (EXIT 217B) , DRIVE WEST ON DEER VALLEY ROAD FOR 1.3 MI
 AJ3730'(2.1 KM) TO 35TH AVENUE, THENCE TURN RIGHT (NORTH) ONTO 35TH AVENUE
 AJ3730'AND DRIVE 0.3 MI (0.5 KM) TO THE GATED ASPHALT DRIVE AT ADOBE DAM
 AJ3730'LOCATED ON THE LEFT (EAST) SIDE OF 35TH AVENUE, THENCE TURN LEFT ONTO
 AJ3730'THE ASPHALT DRIVE AND DRIVE 230 FEET (70.1 M) TO THE GATE AND STOP,
 AJ3730'WALK 35.5 FEET (10.8 M) SOUTHWEST TO THE STATION AS DESCRIBED
 AJ3730'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3730'COUNTY D.O.T.  BRASS DISK, STAMPED 1HD1 1999, SET IN A ROCK OUT
 AJ3730'CONCRETE, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3730'STATION TIES
 AJ3730'20 FT (6.0 M) SOUTHWEST AND PERPENDICULAR TO 4 FT (1.2 M) GATED WIRE
 AJ3730'FENCE
 AJ3730'28.6 FT (8.7 M) SOUTH OF SIGN NEAREST THE GATE ON THE NORTHEAST SIDE
 AJ3730'OF DAM
 AJ3730'1.5 FT (0.5 M) SOUTHEAST AND PERPENDICULAR TO THE SOUTHEAST EDGE OF
 AJ3730'ASPHALT
 AJ3730'1.5 FT (0.5 M) NORTHWEST AND PERPENDICULAR TO THE SOUTHEAST TOP OF
 AJ3730'BANK OF ADOBE DAM
 AJ3730'2.0 FT (0.6 M) NORTHWEST OF WHITE CARSONITE MARKER
 AJ3730'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3730'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3724 ***********************************************************************
 AJ3724  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3724  DESIGNATION -  1HF5
 AJ3724  PID         -  AJ3724
 AJ3724  STATE/COUNTY-  AZ/MARICOPA
 AJ3724  USGS QUAD   -  UNION HILLS (1981)
 AJ3724
 AJ3724                         *CURRENT SURVEY CONTROL
 AJ3724  ___________________________________________________________________
 AJ3724* NAD 83(2007)-  33 40 55.03175(N)    112 03 00.44314(W)     ADJUSTED  
 AJ3724* NAVD 88     -       544.20   (meters)    1785.4    (feet)  GPS OBS   
 AJ3724  ___________________________________________________________________
 AJ3724  EPOCH DATE  -        2007.00
 AJ3724  X           -  -1,994,718.297 (meters)                     COMP
 AJ3724  Y           -  -4,924,692.892 (meters)                     COMP
 AJ3724  Z           -   3,517,430.998 (meters)                     COMP
 AJ3724  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AJ3724  ELLIP HEIGHT-         514.773 (meters)          (02/10/07) ADJUSTED
 AJ3724  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AJ3724
 AJ3724  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3724  Type    PID    Designation                      North   East  Ellip
 AJ3724  -------------------------------------------------------------------
 AJ3724  NETWORK AJ3724 1HF5                              0.80   0.69   1.10
 AJ3724  -------------------------------------------------------------------
 AJ3724
 AJ3724.The horizontal coordinates were established by GPS observations
 AJ3724.and adjusted by the National Geodetic Survey in February 2007.
 AJ3724
 AJ3724.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3724.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3724.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3724.The epoch date for horizontal control is a decimal equivalence
 AJ3724.of Year/Month/Day.
 AJ3724
 AJ3724.The orthometric height was determined by GPS observations and a
 AJ3724.high-resolution geoid model.
 AJ3724.The orthometric height was determined by GPS observations and a
 AJ3724.high-resolution geoid model using precise GPS observation and
 AJ3724.processing techniques.
 AJ3724
 AJ3724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3724
 AJ3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3724
 AJ3724.The ellipsoidal height was determined by GPS observations
 AJ3724.and is referenced to NAD 83.
 AJ3724
 AJ3724.The geoid height was determined by GEOID03.
 AJ3724
 AJ3724;                    North         East     Units Scale Factor Converg.
 AJ3724;SPC AZ C     -   297,387.779   200,986.130   MT  0.99990189   -0 04 26.4
 AJ3724;SPC AZ C     -   975,681.69    659,403.31   iFT  0.99990189   -0 04 26.4
 AJ3724;UTM  12      - 3,727,387.228   402,661.369   MT  0.99971681   -0 34 56.7
 AJ3724
 AJ3724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3724!SPC AZ C     -   0.99991919  x   0.99990189  =   0.99982109
 AJ3724!UTM  12      -   0.99991919  x   0.99971681  =   0.99963603
 AJ3724
 AJ3724                          SUPERSEDED SURVEY CONTROL
 AJ3724
 AJ3724  NAD 83(1992)-  33 40 55.03086(N)    112 03 00.44241(W) AD(       ) B
 AJ3724  ELLIP H (04/12/01)  514.808  (m)                       GP(       ) 3 2
 AJ3724
 AJ3724.Superseded values are not recommended for survey control.
 AJ3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3724.See file dsdata.txt to determine how the superseded data were derived.
 AJ3724
 AJ3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0266127387(NAD 83)
 AJ3724_MARKER: DD = SURVEY DISK
 AJ3724_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3724_STAMPING: 1HF5 1999
 AJ3724_MARK LOGO: MCDOT 
 AJ3724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3724+STABILITY: POSITION/ELEVATION WELL
 AJ3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3724+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3724
 AJ3724  HISTORY     - Date     Condition        Report By
 AJ3724  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3724
 AJ3724                          STATION DESCRIPTION
 AJ3724
 AJ3724'DESCRIBED BY MARICOPA CO DOT 1999 (SN)
 AJ3724'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3724'RANGE 03 EAST, SECTION 21
 AJ3724'OWNERSHIP - BLM
 AJ3724'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND DEER
 AJ3724'VALLEY ROAD (EXIT 217B) , DRIVE EAST ON DEER VALLEY ROAD 3.6 MI (5.8
 AJ3724'KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT (SOUTH) SIDE OF DEER VALLEY
 AJ3724'ROAD, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR 0.1 MI (0.2 KM) UNDER
 AJ3724'OVERHEAD POWER LINES TO A UNMARKED DIRT ROAD TRAVELING EAST WEST,
 AJ3724'THENCE TURN RIGHT (WEST) ONTO DIRT ROAD AND DRIVE A SHORT DISTANCE TO
 AJ3724'A FORK IN THE ROAD, THENCE VEER LEFT (SOUTH) AND DRIVE 600 FT OR AS
 AJ3724'FAR AS YOUR VEHICLE WILL SAFETY TRAVEL AND PARK, THENCE HIKE TO THE
 AJ3724'TOP OF THE HILL TO THE RIGHT (WEST) AND TO THE STATION AS DESCRIBED
 AJ3724'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3724'COUNTY D.O.T.  BRASS DISK, STAMPED 1HF5 1999, SET IN A ROCK OUT CROP,
 AJ3724'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3724'STATION TIES
 AJ3724'4.3 FT (1.3 M) NORTHWEST OF WHITE CARSONITE MARKER
 AJ3724'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3724'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3694 ***********************************************************************
 AJ3694  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3694  DESIGNATION -  1HH2
 AJ3694  PID         -  AJ3694
 AJ3694  STATE/COUNTY-  AZ/MARICOPA
 AJ3694  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3694
 AJ3694                         *CURRENT SURVEY CONTROL
 AJ3694  ___________________________________________________________________
 AJ3694* NAD 83(2007)-  33 41 03.59053(N)    111 56 34.13016(W)     ADJUSTED  
 AJ3694* NAVD 88     -       519.06   (meters)    1702.9    (feet)  GPS OBS   
 AJ3694  ___________________________________________________________________
 AJ3694  EPOCH DATE  -        2007.00
 AJ3694  X           -  -1,985,428.910 (meters)                     COMP
 AJ3694  Y           -  -4,928,265.153 (meters)                     COMP
 AJ3694  Z           -   3,517,636.546 (meters)                     COMP
 AJ3694  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AJ3694  ELLIP HEIGHT-         489.715 (meters)          (02/10/07) ADJUSTED
 AJ3694  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AJ3694
 AJ3694  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3694  Type    PID    Designation                      North   East  Ellip
 AJ3694  -------------------------------------------------------------------
 AJ3694  NETWORK AJ3694 1HH2                              0.73   0.63   1.04
 AJ3694  -------------------------------------------------------------------
 AJ3694
 AJ3694.The horizontal coordinates were established by GPS observations
 AJ3694.and adjusted by the National Geodetic Survey in February 2007.
 AJ3694
 AJ3694.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3694.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3694.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3694.The epoch date for horizontal control is a decimal equivalence
 AJ3694.of Year/Month/Day.
 AJ3694
 AJ3694.The orthometric height was determined by GPS observations and a
 AJ3694.high-resolution geoid model.
 AJ3694.The orthometric height was determined by GPS observations and a
 AJ3694.high-resolution geoid model using precise GPS observation and
 AJ3694.processing techniques.
 AJ3694
 AJ3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3694
 AJ3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3694
 AJ3694.The ellipsoidal height was determined by GPS observations
 AJ3694.and is referenced to NAD 83.
 AJ3694
 AJ3694.The geoid height was determined by GEOID03.
 AJ3694
 AJ3694;                    North         East     Units Scale Factor Converg.
 AJ3694;SPC AZ C     -   297,643.765   210,935.734   MT  0.99990007   -0 00 52.2
 AJ3694;SPC AZ C     -   976,521.54    692,046.37   iFT  0.99990007   -0 00 52.2
 AJ3694;UTM  12      - 3,727,554.883   412,610.908   MT  0.99969415   -0 31 22.6
 AJ3694
 AJ3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3694!SPC AZ C     -   0.99992313  x   0.99990007  =   0.99982320
 AJ3694!UTM  12      -   0.99992313  x   0.99969415  =   0.99961730
 AJ3694
 AJ3694                          SUPERSEDED SURVEY CONTROL
 AJ3694
 AJ3694  NAD 83(1992)-  33 41 03.58979(N)    111 56 34.12945(W) AD(       ) B
 AJ3694  ELLIP H (04/12/01)  489.760  (m)                       GP(       ) 3 2
 AJ3694
 AJ3694.Superseded values are not recommended for survey control.
 AJ3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3694.See file dsdata.txt to determine how the superseded data were derived.
 AJ3694
 AJ3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1261127555(NAD 83)
 AJ3694_MARKER: I = METAL ROD
 AJ3694_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3694_STAMPING: 1HH2 1999
 AJ3694_MARK LOGO: MCDOT 
 AJ3694_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ3694_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3694+STABILITY: POSITION/ELEVATION WELL
 AJ3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3694+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 AJ3694_ROD/PIPE-DEPTH: 10.4 meters
 AJ3694_SLEEVE-DEPTH  :  0.8 meters
 AJ3694
 AJ3694  HISTORY     - Date     Condition        Report By
 AJ3694  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3694  HISTORY     - 20040823 GOOD             DEWDAV
 AJ3694  HISTORY     - 20060118 GOOD             EVANS
 AJ3694
 AJ3694                          STATION DESCRIPTION
 AJ3694
 AJ3694'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3694'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3694'RANGE 04 EAST, SECTION 22
 AJ3694'OWNERSHIP - PRIVATE
 AJ3694'TO REACH THE STATION FROM THE JUNCTION OF TATUM BLVD AND PINNACLE PEAK
 AJ3694'ROAD USE A 4 WHEEL DRIVE VEHICLE, DRIVE EAST ON PINNACLE PEAK ROAD 1.5
 AJ3694'MI (2.4 KM) TO A DIRT ROAD ON THE RIGHT (SOUTH), THENCE TURN RIGHT
 AJ3694'(SOUTH) AND DRIVE 0.5 MI (0.8 KM) ALONG THE DIRT ROAD TO AN OPENING IN
 AJ3694'A FENCE ON THE RIGHT (WEST) SIDE, THENCE PASS THROUGH THE OPENING IN
 AJ3694'THE FENCE AND CONTINUE SOUTHERLY FOR  0.5 MI (0.8 KM) ALONG THE DIRT
 AJ3694'ROAD TO THE STATION ON THE LEFT (EAST) SIDE, AS DESCRIBED
 AJ3694'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3694'COMPRESSED ON A 34.0 FOOT (10.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3694'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3694'PVC PIPE WITH A COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 1HH2 1999,
 AJ3694'SURROUNDED WITH A CONCRETE COLLAR ABOUT 2 IN ABOVE THE GROUND,
 AJ3694'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3694'STATION TIES
 AJ3694'1.0 MI (1.6 KM) SOUTH OF PINNACLE PEAK ROAD
 AJ3694'45.0 FT (13.7 M) WEST NORTHWEST OF THE GLO PIPE
 AJ3694'43 FT (13.0 M) WEST OF BARBED WIRE FENCE
 AJ3694'30.0 FT (9.1 M) EAST OF THE DIRT ROAD
 AJ3694'4.0 FT (1.2 M) EAST OF THE WHITE CARSONITE MARKER
 AJ3694'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3694'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3694
 AJ3694                          STATION RECOVERY (2004)
 AJ3694
 AJ3694'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AJ3694'RECOVERED IN GOOD CONDITION.
 AJ3694
 AJ3694                          STATION RECOVERY (2006)
 AJ3694
 AJ3694'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JST)
 AJ3694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3695 ***********************************************************************
 AJ3695  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3695  DESIGNATION -  1HJ2
 AJ3695  PID         -  AJ3695
 AJ3695  STATE/COUNTY-  AZ/MARICOPA
 AJ3695  USGS QUAD   -  MC DOWELL PEAK (1965)
 AJ3695
 AJ3695                         *CURRENT SURVEY CONTROL
 AJ3695  ___________________________________________________________________
 AJ3695* NAD 83(2007)-  33 40 07.54790(N)    111 51 24.30489(W)     ADJUSTED  
 AJ3695* NAVD 88     -       585.97   (meters)    1922.5    (feet)  GPS OBS   
 AJ3695  ___________________________________________________________________
 AJ3695  EPOCH DATE  -        2007.00
 AJ3695  X           -  -1,978,401.300 (meters)                     COMP
 AJ3695  Y           -  -4,932,182.352 (meters)                     COMP
 AJ3695  Z           -   3,516,236.700 (meters)                     COMP
 AJ3695  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 AJ3695  ELLIP HEIGHT-         556.775 (meters)          (02/10/07) ADJUSTED
 AJ3695  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AJ3695
 AJ3695  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3695  Type    PID    Designation                      North   East  Ellip
 AJ3695  -------------------------------------------------------------------
 AJ3695  NETWORK AJ3695 1HJ2                              0.86   0.71   1.12
 AJ3695  -------------------------------------------------------------------
 AJ3695
 AJ3695.The horizontal coordinates were established by GPS observations
 AJ3695.and adjusted by the National Geodetic Survey in February 2007.
 AJ3695
 AJ3695.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3695.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3695.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3695.The epoch date for horizontal control is a decimal equivalence
 AJ3695.of Year/Month/Day.
 AJ3695
 AJ3695.The orthometric height was determined by GPS observations and a
 AJ3695.high-resolution geoid model.
 AJ3695.The orthometric height was determined by GPS observations and a
 AJ3695.high-resolution geoid model using precise GPS observation and
 AJ3695.processing techniques.
 AJ3695
 AJ3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3695
 AJ3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3695
 AJ3695.The ellipsoidal height was determined by GPS observations
 AJ3695.and is referenced to NAD 83.
 AJ3695
 AJ3695.The geoid height was determined by GEOID03.
 AJ3695
 AJ3695;                    North         East     Units Scale Factor Converg.
 AJ3695;SPC AZ C     -   295,918.559   218,916.100   MT  0.99990038   +0 01 59.6
 AJ3695;SPC AZ C     -   970,861.41    718,228.67   iFT  0.99990038   +0 01 59.6
 AJ3695;UTM  12      - 3,725,759.330   420,573.947   MT  0.99967777   -0 28 30.0
 AJ3695
 AJ3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3695!SPC AZ C     -   0.99991260  x   0.99990038  =   0.99981299
 AJ3695!UTM  12      -   0.99991260  x   0.99967777  =   0.99959040
 AJ3695
 AJ3695                          SUPERSEDED SURVEY CONTROL
 AJ3695
 AJ3695  NAD 83(1992)-  33 40 07.54725(N)    111 51 24.30412(W) AD(       ) B
 AJ3695  ELLIP H (04/12/01)  556.822  (m)                       GP(       ) 3 2
 AJ3695
 AJ3695.Superseded values are not recommended for survey control.
 AJ3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3695.See file dsdata.txt to determine how the superseded data were derived.
 AJ3695
 AJ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2057425759(NAD 83)
 AJ3695_MARKER: I = METAL ROD
 AJ3695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3695+WITH SETTING: INFORMATION.
 AJ3695_STAMPING: 1HJ2
 AJ3695_MARK LOGO: MCDOT 
 AJ3695_PROJECTION: FLUSH
 AJ3695_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3695+STABILITY: POSITION/ELEVATION WELL
 AJ3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3695+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3695_ROD/PIPE-DEPTH:  0.8 meters
 AJ3695_SLEEVE-DEPTH  :  0.8 meters
 AJ3695
 AJ3695  HISTORY     - Date     Condition        Report By
 AJ3695  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3695
 AJ3695                          STATION DESCRIPTION
 AJ3695
 AJ3695'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3695'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 04
 AJ3695'NORTH, RANGE 05 EAST, SECTION 20
 AJ3695'OWNERSHIP - CITY OF SCOTTSDALE
 AJ3695'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3695'41) , DRIVE NORTH ON THE 101 FRONTAGE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3695'PIMA ROAD, THENCE DRIVE NORTH ON PIMA ROAD TO ABOUT 3.0 MI (4.8 KM) TO
 AJ3695'THOMPSON PEAK PARKWAY, THENCE TURN RIGHT (EAST) ON THOMPSON PEAK
 AJ3695'PARKWAY 1.4 MI (2.3 KM) TO END OF PAVEMENT, THENCE CONTINUE EAST THEN
 AJ3695'SOUTHERLY TO A STOCK PILES OF ROCKS (APPROX 0.5 MI) ON THE EAST SIDE
 AJ3695'OF THE ROAD, THENCE TURN LEFT (EAST) AT THE ROCKS AND DRIVE EASTERLY
 AJ3695'TO A CLEARED AREA AT THE EAST END OF THE ROAD (IT IS 0.8 MI FROM THE
 AJ3695'END OF PAVEMENT OF THOMPSON PEAK PARKWAY TO WHERE YOU PARK) AND PARK
 AJ3695'AND WALK TO THE STATION AS DESCRIBED
 AJ3695'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3695'COMPRESSED ON A 2.1 FT (0.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3695'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3695'WITH A COUNTY LOGO ACCESS COVER STAMPED 1HJ2 1999, SURROUNDED WITH A
 AJ3695'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3695'MARKER
 AJ3695'STATION TIES
 AJ3695'6.5 FT (2.0 M) SOUTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3695'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3695'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3696 ***********************************************************************
 AJ3696  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3696  DESIGNATION -  1HL1
 AJ3696  PID         -  AJ3696
 AJ3696  STATE/COUNTY-  AZ/MARICOPA
 AJ3696  USGS QUAD   -  FORT MC DOWELL (1978)
 AJ3696
 AJ3696                         *CURRENT SURVEY CONTROL
 AJ3696  ___________________________________________________________________
 AJ3696* NAD 83(2007)-  33 41 29.86903(N)    111 43 42.19373(W)     ADJUSTED  
 AJ3696* NAVD 88     -       596.69   (meters)    1957.6    (feet)  GPS OBS   
 AJ3696  ___________________________________________________________________
 AJ3696  EPOCH DATE  -        2007.00
 AJ3696  X           -  -1,966,828.953 (meters)                     COMP
 AJ3696  Y           -  -4,935,303.945 (meters)                     COMP
 AJ3696  Z           -   3,518,353.455 (meters)                     COMP
 AJ3696  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ3696  ELLIP HEIGHT-         567.546 (meters)          (02/10/07) ADJUSTED
 AJ3696  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AJ3696
 AJ3696  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3696  Type    PID    Designation                      North   East  Ellip
 AJ3696  -------------------------------------------------------------------
 AJ3696  NETWORK AJ3696 1HL1                              1.04   0.94   1.49
 AJ3696  -------------------------------------------------------------------
 AJ3696
 AJ3696.The horizontal coordinates were established by GPS observations
 AJ3696.and adjusted by the National Geodetic Survey in February 2007.
 AJ3696
 AJ3696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3696.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3696.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3696.The epoch date for horizontal control is a decimal equivalence
 AJ3696.of Year/Month/Day.
 AJ3696
 AJ3696.The orthometric height was determined by GPS observations and a
 AJ3696.high-resolution geoid model.
 AJ3696.The orthometric height was determined by GPS observations and a
 AJ3696.high-resolution geoid model using precise GPS observation and
 AJ3696.processing techniques.
 AJ3696
 AJ3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3696
 AJ3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3696
 AJ3696.The ellipsoidal height was determined by GPS observations
 AJ3696.and is referenced to NAD 83.
 AJ3696
 AJ3696.The geoid height was determined by GEOID03.
 AJ3696
 AJ3696;                    North         East     Units Scale Factor Converg.
 AJ3696;SPC AZ C     -   298,468.933   230,815.031   MT  0.99990375   +0 06 16.0
 AJ3696;SPC AZ C     -   979,228.78    757,267.16   iFT  0.99990375   +0 06 16.0
 AJ3696;UTM  12      - 3,728,203.454   432,492.235   MT  0.99965618   -0 24 14.6
 AJ3696
 AJ3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3696!SPC AZ C     -   0.99991091  x   0.99990375  =   0.99981467
 AJ3696!UTM  12      -   0.99991091  x   0.99965618  =   0.99956712
 AJ3696
 AJ3696                          SUPERSEDED SURVEY CONTROL
 AJ3696
 AJ3696  NAD 83(1992)-  33 41 29.86837(N)    111 43 42.19279(W) AD(       ) B
 AJ3696  ELLIP H (04/12/01)  567.582  (m)                       GP(       ) 3 2
 AJ3696
 AJ3696.Superseded values are not recommended for survey control.
 AJ3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3696.See file dsdata.txt to determine how the superseded data were derived.
 AJ3696
 AJ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3249228203(NAD 83)
 AJ3696_MARKER: I = METAL ROD
 AJ3696_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3696+WITH SETTING: INFORMATION.
 AJ3696_STAMPING: 1HL1 1999
 AJ3696_MARK LOGO: MCDOT 
 AJ3696_PROJECTION: FLUSH
 AJ3696_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3696+STABILITY: POSITION/ELEVATION WELL
 AJ3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3696+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3696_ROD/PIPE-DEPTH:  2.7 meters
 AJ3696_SLEEVE-DEPTH  :  0.8 meters
 AJ3696
 AJ3696  HISTORY     - Date     Condition        Report By
 AJ3696  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3696
 AJ3696                          STATION DESCRIPTION
 AJ3696
 AJ3696'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3696'THE STATION IS LOCATED WITHIN THE MCDOWELL MOUNTAIN REGIONAL PARK,
 AJ3696'TOWNSHIP 04 NORTH, RANGE 06 EAST, SECTION 15
 AJ3696'OWNERSHIP - MARICOPA COUNTY (MCDOWELL MOUNTAIN REGIONAL PARK) -
 AJ3696'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3696'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3696'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3696'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3696'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3696'AND DRIVE 2.2 MI (3.5 KM) TO THE INTERSECTION OF FOUNTAIN HILLS BLVD,
 AJ3696'THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY FOR 3.7 MI (6.0 KM) TO A
 AJ3696'BEND IN THE ROAD TO THE EAST (THIS IS WHERE FOUNTAIN HILLS BLVD TURNS
 AJ3696'INTO MCDOWELL MOUNTAIN ROAD), THENCE CONTINUE AROUND CURVE TO THE
 AJ3696'RIGHT (NORTHEASTERLY) AND DRIVE ON MCDOWELL MOUNTAIN ROAD FOR 3.6 MI
 AJ3696'(5.8 KM) TO MCDOWELL MTN PARK DIVE, THENCE TURN LEFT (WEST) AND DRIVE
 AJ3696'2.7 MI (3.9 KM) TO THE EAST SIDE OF A WASH WITH 3 PIPES, PARK AND WALK
 AJ3696'SOUTHERLY 100 FT (30.5 M) TO THE STATION AS DESCRIBED
 AJ3696'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3696'COMPRESSED ON A 7.1 FOOT (2.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3696'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3696'WITH A COUNTY LOGO ACCESS COVER STAMPED 1HL1 1999, SURROUNDED WITH A
 AJ3696'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3696'MARKER
 AJ3696'STATION TIES
 AJ3696'100.0 FEET (30.5 M) SOUTH OF THE CENTERLINE OF MCDOWELL MTN PARK DRIVE
 AJ3696'25.0 FEET (7.6 M) SOUTH OF THE WASH
 AJ3696'3.0 FEET (0.9 M) SOUTHEAST OF THE WHITE CARSONITE MARKER
 AJ3696'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3696'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3868 ***********************************************************************
 AJ3868  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3868  DESIGNATION -  1IA1
 AJ3868  PID         -  AJ3868
 AJ3868  STATE/COUNTY-  AZ/MARICOPA
 AJ3868  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3868
 AJ3868                         *CURRENT SURVEY CONTROL
 AJ3868  ___________________________________________________________________
 AJ3868* NAD 83(2007)-  33 43 30.00123(N)    112 18 29.97484(W)     ADJUSTED  
 AJ3868* NAVD 88     -       405.76   (meters)    1331.2    (feet)  GPS OBS   
 AJ3868  ___________________________________________________________________
 AJ3868  EPOCH DATE  -        2007.00
 AJ3868  X           -  -2,015,841.484 (meters)                     COMP
 AJ3868  Y           -  -4,913,095.602 (meters)                     COMP
 AJ3868  Z           -   3,521,326.398 (meters)                     COMP
 AJ3868  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AJ3868  ELLIP HEIGHT-         375.987 (meters)          (02/10/07) ADJUSTED
 AJ3868  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3868
 AJ3868  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3868  Type    PID    Designation                      North   East  Ellip
 AJ3868  -------------------------------------------------------------------
 AJ3868  NETWORK AJ3868 1IA1                              0.73   0.59   1.08
 AJ3868  -------------------------------------------------------------------
 AJ3868
 AJ3868.The horizontal coordinates were established by GPS observations
 AJ3868.and adjusted by the National Geodetic Survey in February 2007.
 AJ3868
 AJ3868.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3868.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3868.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3868.The epoch date for horizontal control is a decimal equivalence
 AJ3868.of Year/Month/Day.
 AJ3868
 AJ3868.The orthometric height was determined by GPS observations and a
 AJ3868.high-resolution geoid model.
 AJ3868.The orthometric height was determined by GPS observations and a
 AJ3868.high-resolution geoid model using precise GPS observation and
 AJ3868.processing techniques.
 AJ3868
 AJ3868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3868
 AJ3868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3868
 AJ3868.The ellipsoidal height was determined by GPS observations
 AJ3868.and is referenced to NAD 83.
 AJ3868
 AJ3868.The geoid height was determined by GEOID03.
 AJ3868
 AJ3868;                    North         East     Units Scale Factor Converg.
 AJ3868;SPC AZ C     -   302,222.841   177,063.943   MT  0.99991624   -0 13 02.8
 AJ3868;SPC AZ C     -   991,544.75    580,918.45   iFT  0.99991624   -0 13 02.8
 AJ3868;UTM  12      - 3,732,433.689   378,786.877   MT  0.99978113   -0 43 35.3
 AJ3868
 AJ3868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3868!SPC AZ C     -   0.99994098  x   0.99991624  =   0.99985722
 AJ3868!UTM  12      -   0.99994098  x   0.99978113  =   0.99972212
 AJ3868
 AJ3868                          SUPERSEDED SURVEY CONTROL
 AJ3868
 AJ3868  NAD 83(1992)-  33 43 30.00049(N)    112 18 29.97421(W) AD(       ) B
 AJ3868  ELLIP H (04/12/01)  376.015  (m)                       GP(       ) 3 2
 AJ3868
 AJ3868.Superseded values are not recommended for survey control.
 AJ3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3868.See file dsdata.txt to determine how the superseded data were derived.
 AJ3868
 AJ3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7878732434(NAD 83)
 AJ3868_MARKER: I = METAL ROD
 AJ3868_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3868+WITH SETTING: INFORMATION.
 AJ3868_STAMPING: 1IA1 1999
 AJ3868_MARK LOGO: MCDOT 
 AJ3868_PROJECTION: FLUSH
 AJ3868_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3868+STABILITY: POSITION/ELEVATION WELL
 AJ3868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3868+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 AJ3868_ROD/PIPE-DEPTH:  1.2 meters
 AJ3868_SLEEVE-DEPTH  :  0.8 meters
 AJ3868
 AJ3868  HISTORY     - Date     Condition        Report By
 AJ3868  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3868  HISTORY     - 20040801 GOOD             USPSQD
 AJ3868
 AJ3868                          STATION DESCRIPTION
 AJ3868
 AJ3868'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3868'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF SUN CITY
 AJ3868'WEST, TOWNSHIP 5 NORTH, RANGE 1 WEST, SECTION 36
 AJ3868'OWNERSHIP - PRIVATE
 AJ3868'TO REACH THE STATION FROM THE JUNCTION OF US 74 AND LAKE PLEASANT
 AJ3868'ROAD, DRIVE SOUTH ON LAKE PLEASANT ROAD 5.5 MI (8.9 KM) TO THE
 AJ3868'INTERSECTION OF JOMAX ROAD AND LAKE PLEASANT ROAD, THENCE TURN RIGHT
 AJ3868'(WEST) ONTO JOMAX ROAD AND DRIVE 1.2 MI (1.9 KM) TO THE INTERSECTION
 AJ3868'OF 107TH AVE AND JOMAX ROAD, THENCE CONTINUE DRIVING NORTHWESTERLY ON
 AJ3868'JOMAX ROAD 0.3 MI (0.5 KM) TO THE END OF PAVEMENT, THENCE CONTINUE
 AJ3868'DRIVING NORTHWEST ON THE DIRT ROAD 0.4 MI (0.6 KM) PASSING DIRT ROAD
 AJ3868'ON THE LEFT, THENCE CONTINUE DRIVING NORTHWEST ON THE DIRT ROAD 0.1 MI
 AJ3868'(0.2 KM) PASSING A DIRT ROAD ON THE RIGHT, THENCE CONTINUE DRIVING
 AJ3868'NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY 0.7 MI (1.1 KM) PASSING A
 AJ3868'DIRT ROAD ON THE LEFT, THENCE CONTINUE DRIVING SOUTHWESTERLY 0.5 MI
 AJ3868'(0.8 KM) TO 115TH AVENUE (DIRT ROAD) , THENCE TURN LEFT (SOUTH) ONTO
 AJ3868'115TH AVE AND DRIVE SOUTH ABOUT 35 FT (10.7 M) TO THE STATION 10 FT
 AJ3868'(3.0 M) RIGHT (WEST) OF THE DIRT ROAD
 AJ3868'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3868'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3868'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3868'COVER STAMPED 1IA1 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3868'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3868'STATION TIES -
 AJ3868'10 FT (3.0 M) WEST OF THE EDGE OF 115TH AVENUE
 AJ3868'35 FT (10.7 M) SOUTH OF DIRT ROAD
 AJ3868'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3868'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3868
 AJ3868                          STATION RECOVERY (2004)
 AJ3868
 AJ3868'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 AJ3868'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3869 ***********************************************************************
 AJ3869  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3869  DESIGNATION -  1IC1
 AJ3869  PID         -  AJ3869
 AJ3869  STATE/COUNTY-  AZ/MARICOPA
 AJ3869  USGS QUAD   -  HEDGPETH HILLS (1981)
 AJ3869
 AJ3869                         *CURRENT SURVEY CONTROL
 AJ3869  ___________________________________________________________________
 AJ3869* NAD 83(2007)-  33 43 30.62778(N)    112 12 12.40857(W)     ADJUSTED  
 AJ3869* NAVD 88     -       432.88   (meters)    1420.2    (feet)  GPS OBS   
 AJ3869  ___________________________________________________________________
 AJ3869  EPOCH DATE  -        2007.00
 AJ3869  X           -  -2,006,849.255 (meters)                     COMP
 AJ3869  Y           -  -4,916,788.452 (meters)                     COMP
 AJ3869  Z           -   3,521,357.613 (meters)                     COMP
 AJ3869  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AJ3869  ELLIP HEIGHT-         403.290 (meters)          (02/10/07) ADJUSTED
 AJ3869  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AJ3869
 AJ3869  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3869  Type    PID    Designation                      North   East  Ellip
 AJ3869  -------------------------------------------------------------------
 AJ3869  NETWORK AJ3869 1IC1                              0.61   0.55   0.98
 AJ3869  -------------------------------------------------------------------
 AJ3869
 AJ3869.The horizontal coordinates were established by GPS observations
 AJ3869.and adjusted by the National Geodetic Survey in February 2007.
 AJ3869
 AJ3869.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3869.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3869.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3869.The epoch date for horizontal control is a decimal equivalence
 AJ3869.of Year/Month/Day.
 AJ3869
 AJ3869.The orthometric height was determined by GPS observations and a
 AJ3869.high-resolution geoid model.
 AJ3869.The orthometric height was determined by GPS observations and a
 AJ3869.high-resolution geoid model using precise GPS observation and
 AJ3869.processing techniques.
 AJ3869
 AJ3869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3869
 AJ3869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3869
 AJ3869.The ellipsoidal height was determined by GPS observations
 AJ3869.and is referenced to NAD 83.
 AJ3869
 AJ3869.The geoid height was determined by GEOID03.
 AJ3869
 AJ3869;                    North         East     Units Scale Factor Converg.
 AJ3869;SPC AZ C     -   302,210.194   186,783.474   MT  0.99990870   -0 09 33.2
 AJ3869;SPC AZ C     -   991,503.26    612,806.67   iFT  0.99990870   -0 09 33.2
 AJ3869;UTM  12      - 3,732,334.710   388,504.501   MT  0.99975325   -0 40 05.6
 AJ3869
 AJ3869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3869!SPC AZ C     -   0.99993669  x   0.99990870  =   0.99984540
 AJ3869!UTM  12      -   0.99993669  x   0.99975325  =   0.99968996
 AJ3869
 AJ3869                          SUPERSEDED SURVEY CONTROL
 AJ3869
 AJ3869  NAD 83(1992)-  33 43 30.62700(N)    112 12 12.40790(W) AD(       ) B
 AJ3869  ELLIP H (04/12/01)  403.321  (m)                       GP(       ) 3 2
 AJ3869
 AJ3869.Superseded values are not recommended for survey control.
 AJ3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3869.See file dsdata.txt to determine how the superseded data were derived.
 AJ3869
 AJ3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8850532335(NAD 83)
 AJ3869_MARKER: I = METAL ROD
 AJ3869_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3869+WITH SETTING: INFORMATION.
 AJ3869_STAMPING: 1IC1
 AJ3869_MARK LOGO: MCDOT 
 AJ3869_PROJECTION: FLUSH
 AJ3869_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3869+STABILITY: POSITION/ELEVATION WELL
 AJ3869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3869+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 AJ3869_ROD/PIPE-DEPTH:  1.2 meters
 AJ3869_SLEEVE-DEPTH  :  0.8 meters
 AJ3869
 AJ3869  HISTORY     - Date     Condition        Report By
 AJ3869  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3869  HISTORY     - 20080401 GOOD             GEOCAC
 AJ3869
 AJ3869                          STATION DESCRIPTION
 AJ3869
 AJ3869'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3869'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 5 NORTH,
 AJ3869'RANGE 1 EAST, SECTION 36
 AJ3869'OWNERSHIP - MARICOPA FOOD EASEMENT/ PRIVATE
 AJ3869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 101 AND 67TH
 AJ3869'AVENUE AT EXIT 18, DRIVE NORTH ON 67TH AVENUE 3.9 MI (6.3 KM) TO THE
 AJ3869'INTERSECTION OF JOMAX ROAD AND 67TH AVENUE, THENCE TURN LEFT (WEST)
 AJ3869'ONTO JOMAX ROAD AND DRIVE WESTERLY 75 FT (22.9 M) TO THE STATION ON
 AJ3869'THE RIGHT 40 FT (12.2 M) NORTH OF JOMAX ROAD
 AJ3869'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3869'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3869'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3869'COVER STAMPED 1IC1, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3869'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3869'STATION TIES -
 AJ3869'40 FT (12.2 M) NORTH OF JOMAX ROAD
 AJ3869'75 FT (22.9 M) WEST OF A DIRT ROAD
 AJ3869'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3869'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3869
 AJ3869                          STATION RECOVERY (2008)
 AJ3869
 AJ3869'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3869' 
 AJ3869' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3697 ***********************************************************************
 AJ3697  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3697  DESIGNATION -  1IE1
 AJ3697  PID         -  AJ3697
 AJ3697  STATE/COUNTY-  AZ/MARICOPA
 AJ3697  USGS QUAD   -  UNION HILLS (1981)
 AJ3697
 AJ3697                         *CURRENT SURVEY CONTROL
 AJ3697  ___________________________________________________________________
 AJ3697* NAD 83(2007)-  33 43 32.98971(N)    112 06 00.32846(W)     ADJUSTED  
 AJ3697* NAVD 88     -       457.48   (meters)    1500.9    (feet)  GPS OBS   
 AJ3697  ___________________________________________________________________
 AJ3697  EPOCH DATE  -        2007.00
 AJ3697  X           -  -1,997,969.177 (meters)                     COMP
 AJ3697  Y           -  -4,920,382.259 (meters)                     COMP
 AJ3697  Z           -   3,521,431.904 (meters)                     COMP
 AJ3697  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 AJ3697  ELLIP HEIGHT-         428.076 (meters)          (02/10/07) ADJUSTED
 AJ3697  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AJ3697
 AJ3697  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3697  Type    PID    Designation                      North   East  Ellip
 AJ3697  -------------------------------------------------------------------
 AJ3697  NETWORK AJ3697 1IE1                              0.69   0.61   0.98
 AJ3697  -------------------------------------------------------------------
 AJ3697
 AJ3697.The horizontal coordinates were established by GPS observations
 AJ3697.and adjusted by the National Geodetic Survey in February 2007.
 AJ3697
 AJ3697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3697.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3697.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3697.The epoch date for horizontal control is a decimal equivalence
 AJ3697.of Year/Month/Day.
 AJ3697
 AJ3697.The orthometric height was determined by GPS observations and a
 AJ3697.high-resolution geoid model.
 AJ3697.The orthometric height was determined by GPS observations and a
 AJ3697.high-resolution geoid model using precise GPS observation and
 AJ3697.processing techniques.
 AJ3697
 AJ3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3697
 AJ3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3697
 AJ3697.The ellipsoidal height was determined by GPS observations
 AJ3697.and is referenced to NAD 83.
 AJ3697
 AJ3697.The geoid height was determined by GEOID03.
 AJ3697
 AJ3697;                    North         East     Units Scale Factor Converg.
 AJ3697;SPC AZ C     -   302,261.138   196,361.801   MT  0.99990356   -0 06 06.6
 AJ3697;SPC AZ C     -   991,670.40    644,231.63   iFT  0.99990356   -0 06 06.6
 AJ3697;UTM  12      - 3,732,300.566   398,081.317   MT  0.99972805   -0 36 39.0
 AJ3697
 AJ3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3697!SPC AZ C     -   0.99993280  x   0.99990356  =   0.99983637
 AJ3697!UTM  12      -   0.99993280  x   0.99972805  =   0.99966087
 AJ3697
 AJ3697                          SUPERSEDED SURVEY CONTROL
 AJ3697
 AJ3697  NAD 83(1992)-  33 43 32.98889(N)    112 06 00.32775(W) AD(       ) B
 AJ3697  ELLIP H (04/12/01)  428.111  (m)                       GP(       ) 3 2
 AJ3697
 AJ3697.Superseded values are not recommended for survey control.
 AJ3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3697.See file dsdata.txt to determine how the superseded data were derived.
 AJ3697
 AJ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9808132301(NAD 83)
 AJ3697_MARKER: I = METAL ROD
 AJ3697_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3697+WITH SETTING: INFORMATION.
 AJ3697_STAMPING: 1IE1 1999
 AJ3697_MARK LOGO: MCDOT 
 AJ3697_PROJECTION: FLUSH
 AJ3697_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3697+STABILITY: POSITION/ELEVATION WELL
 AJ3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3697+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3697_ROD/PIPE-DEPTH:  1.2 meters
 AJ3697_SLEEVE-DEPTH  :  0.8 meters
 AJ3697
 AJ3697  HISTORY     - Date     Condition        Report By
 AJ3697  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3697  HISTORY     - 20050607 POOR             MCDOT
 AJ3697  HISTORY     - 20070122 MARK NOT FOUND   EVANS
 AJ3697  HISTORY     - 20080401 MARK NOT FOUND   GEOCAC
 AJ3697
 AJ3697                          STATION DESCRIPTION
 AJ3697
 AJ3697'DESCRIBED BY MARICOPA CO DOT 1999 (CS)
 AJ3697'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3697'RANGE 02 EAST, SECTION 1
 AJ3697'OWNERSHIP - PRIVATE, MARICOPA COUNTY FLOOD CONTROL DISTRICT EASEMENT
 AJ3697'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND HAPPY VALLEY ROAD
 AJ3697'(EXIT 217B) , DRIVE EAST ABOUT 0.9 MI (1.4 KM) TO THE INTERSECTION OF
 AJ3697'19TH AVENUE, THENCE TURN LEFT (NORTH) ON 19TH AVENUE (A DIRT ROAD) AND
 AJ3697'DRIVE NORTH FOR 1.0 MI (1.6 KM) TO THE STATION AS DESCRIBED
 AJ3697'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3697'COMPRESSED ON A 4.0 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3697'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3697'WITH A COUNTY LOGO ACCESS COVER STAMPED 1IE1 1999, SURROUNDED WITH A
 AJ3697'CONCRETE COLLAR FLUSH WITH THE GROUND, NO CARSONITE MARKER
 AJ3697'STATION TIES
 AJ3697'5.0 FT (1.5 M) NORTH OF THE NORTHWEST CORNER OF THE BARBED WIRE FENCE
 AJ3697'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3697'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3697
 AJ3697                          STATION RECOVERY (2005)
 AJ3697
 AJ3697'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3697'I WAS INFORMED BY A CONTRACTOR THAT THE MONUMENT WAS GOING TO BE
 AJ3697'DESTROYED DO TO ROAD CONSTRUCTION IN THE NEXT WEEK OR TWO. NO CHANCE
 AJ3697'OF IT BEING SAVED.
 AJ3697
 AJ3697                          STATION RECOVERY (2007)
 AJ3697
 AJ3697'RECOVERY NOTE BY DAVID EVANS + ASSOC 2007 (BSF)
 AJ3697'WE SEARCHED FOR THE MARK USING RTK GPS, AND IT IS NOW UNDER AN
 AJ3697'IMPROVED ROAD.  NO SURFACE EVIDENCE OF THE STATION REMAINS.
 AJ3697
 AJ3697                          STATION RECOVERY (2008)
 AJ3697
 AJ3697'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3698 ***********************************************************************
 AJ3698  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3698  DESIGNATION -  1IG2
 AJ3698  PID         -  AJ3698
 AJ3698  STATE/COUNTY-  AZ/MARICOPA
 AJ3698  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3698
 AJ3698                         *CURRENT SURVEY CONTROL
 AJ3698  ___________________________________________________________________
 AJ3698* NAD 83(2007)-  33 43 23.67435(N)    111 59 53.27543(W)     ADJUSTED  
 AJ3698* NAVD 88     -       522.06   (meters)    1712.8    (feet)  GPS OBS   
 AJ3698  ___________________________________________________________________
 AJ3698  EPOCH DATE  -        2007.00
 AJ3698  X           -  -1,989,289.938 (meters)                     COMP
 AJ3698  Y           -  -4,924,127.564 (meters)                     COMP
 AJ3698  Z           -   3,521,229.107 (meters)                     COMP
 AJ3698  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AJ3698  ELLIP HEIGHT-         492.793 (meters)          (02/10/07) ADJUSTED
 AJ3698  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AJ3698
 AJ3698  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3698  Type    PID    Designation                      North   East  Ellip
 AJ3698  -------------------------------------------------------------------
 AJ3698  NETWORK AJ3698 1IG2                              0.78   0.71   1.08
 AJ3698  -------------------------------------------------------------------
 AJ3698
 AJ3698.The horizontal coordinates were established by GPS observations
 AJ3698.and adjusted by the National Geodetic Survey in February 2007.
 AJ3698
 AJ3698.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3698.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3698.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3698.The epoch date for horizontal control is a decimal equivalence
 AJ3698.of Year/Month/Day.
 AJ3698
 AJ3698.The orthometric height was determined by GPS observations and a
 AJ3698.high-resolution geoid model.
 AJ3698.The orthometric height was determined by GPS observations and a
 AJ3698.high-resolution geoid model using precise GPS observation and
 AJ3698.processing techniques.
 AJ3698
 AJ3698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3698
 AJ3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3698
 AJ3698.The ellipsoidal height was determined by GPS observations
 AJ3698.and is referenced to NAD 83.
 AJ3698
 AJ3698.The geoid height was determined by GEOID03.
 AJ3698
 AJ3698;                    North         East     Units Scale Factor Converg.
 AJ3698;SPC AZ C     -   301,962.030   205,810.271   MT  0.99990070   -0 02 42.8
 AJ3698;SPC AZ C     -   990,689.07    675,230.55   iFT  0.99990070   -0 02 42.8
 AJ3698;UTM  12      - 3,731,917.607   407,525.006   MT  0.99970542   -0 33 15.1
 AJ3698
 AJ3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3698!SPC AZ C     -   0.99992264  x   0.99990070  =   0.99982335
 AJ3698!UTM  12      -   0.99992264  x   0.99970542  =   0.99962809
 AJ3698
 AJ3698                          SUPERSEDED SURVEY CONTROL
 AJ3698
 AJ3698  NAD 83(1992)-  33 43 23.67358(N)    111 59 53.27469(W) AD(       ) B
 AJ3698  ELLIP H (04/12/01)  492.831  (m)                       GP(       ) 3 2
 AJ3698
 AJ3698.Superseded values are not recommended for survey control.
 AJ3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3698.See file dsdata.txt to determine how the superseded data were derived.
 AJ3698
 AJ3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0752531918(NAD 83)
 AJ3698_MARKER: I = METAL ROD
 AJ3698_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3698+WITH SETTING: INFORMATION.
 AJ3698_STAMPING: 1IG2 1999
 AJ3698_MARK LOGO: MCDOT 
 AJ3698_PROJECTION: FLUSH
 AJ3698_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3698+STABILITY: POSITION/ELEVATION WELL
 AJ3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3698+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 AJ3698_ROD/PIPE-DEPTH:  2.4 meters
 AJ3698_SLEEVE-DEPTH  :  0.8 meters
 AJ3698
 AJ3698  HISTORY     - Date     Condition        Report By
 AJ3698  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3698  HISTORY     - 20090220 GOOD             GEOCAC
 AJ3698
 AJ3698                          STATION DESCRIPTION
 AJ3698
 AJ3698'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3698'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 04 NORTH,
 AJ3698'RANGE 03 EAST, SECTION 1
 AJ3698'OWNERSHIP - STATE OF ARIZONA
 AJ3698'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3698'41) , DRIVE WEST ON BELL ROAD 8.0 MI (12.9 KM) TO CAVE CREEK ROAD,
 AJ3698'THENCE TURN RIGHT (NORTH) DRIVE NORTH ON CAVE CREEK ROAD ABOUT 6.0 TO
 AJ3698'JOMAX ROAD, THENCE TURN RIGHT (EAST) JOMAX ROAD AND DRIVE 0.7 MI (1.1
 AJ3698'KM) TO 40TH STREET, THENCE TURN RIGHT (SOUTH) AND DRIVE 0.2 MI (0.3
 AJ3698'KM) AND PARK (0.1 MI (0.2 KM) NORTH OF A FLOOD CONTROL DISTRICT LEVY),
 AJ3698'THENCE HIKE WEST 420 FT (128.0 M) FROM A FENCE ALONG THE WEST SIDE OF
 AJ3698'40TH STREET, CROSSING A FAINT DIRT ROAD AND A 5 FT (1.5 M) WIDE STREAM
 AJ3698'BED TO THE STATION,
 AJ3698'OR YOU CAN PROCEED SOUTH ON DIRT ROAD FOR 0.4 MI (0.6 KM) FROM JOMAX
 AJ3698'TO A GREEN GATE WITH A STATE LAND SIGN, PASS THRU THE GATE FOLLOWING
 AJ3698'THE DIRT ROAD 0.1 MI (0.2 KM) SOUTH TO A DIRT ROAD TO THE WEST, THENCE
 AJ3698'TURN RIGHT (WEST) DRIVE 0.1 MI TO THE CENTERLINE OF A STREAM BED,
 AJ3698'THENCE CONTINUE TO FOLLOW THE DIRT ROAD FOR 0.2 MILES NORTHERLY 0.2 MI
 AJ3698'TO NORTH SIDE OF THE FLOOD CONTROL LEVY, THENCE CONTINUE NORTH ALONG
 AJ3698'THE FAINT DIRT ROAD 0.1 MI (0.2 KM) AND PARK, WALK TO THE STATION AS
 AJ3698'DESCRIBED
 AJ3698'DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A
 AJ3698'8.0 FT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A 1
 AJ3698'INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY
 AJ3698'LOGO ACCESS COVER STAMPED 1IG2 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3698'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3698'STATION TIES
 AJ3698'420 FT (128.0 M) WEST OF THE FENCE ALONG THE WEST SIDE OF 40TH STREET
 AJ3698'40 FT (12.2 M) SOUTHEAST OF A SAGUARO CACTUS
 AJ3698'4.2 FT (1.3 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3698'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3698'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3698
 AJ3698                          STATION RECOVERY (2009)
 AJ3698
 AJ3698'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 AJ3698'THE ACCESS COVER IS BROKEN OFF AT THE HINGE, BUT
 AJ3698'THE ROD AND STAMPINGS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3699 ***********************************************************************
 AJ3699  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3699  DESIGNATION -  1II1
 AJ3699  PID         -  AJ3699
 AJ3699  STATE/COUNTY-  AZ/MARICOPA
 AJ3699  USGS QUAD   -  CURRYS CORNER (1982)
 AJ3699
 AJ3699                         *CURRENT SURVEY CONTROL
 AJ3699  ___________________________________________________________________
 AJ3699* NAD 83(2007)-  33 43 50.61666(N)    111 53 25.05790(W)     ADJUSTED  
 AJ3699* NAVD 88     -       675.54   (meters)    2216.3    (feet)  GPS OBS   
 AJ3699  ___________________________________________________________________
 AJ3699  EPOCH DATE  -        2007.00
 AJ3699  X           -  -1,979,894.365 (meters)                     COMP
 AJ3699  Y           -  -4,927,553.841 (meters)                     COMP
 AJ3699  Z           -   3,522,004.893 (meters)                     COMP
 AJ3699  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AJ3699  ELLIP HEIGHT-         646.482 (meters)          (02/10/07) ADJUSTED
 AJ3699  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AJ3699
 AJ3699  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3699  Type    PID    Designation                      North   East  Ellip
 AJ3699  -------------------------------------------------------------------
 AJ3699  NETWORK AJ3699 1II1                              0.76   0.71   1.18
 AJ3699  -------------------------------------------------------------------
 AJ3699
 AJ3699.The horizontal coordinates were established by GPS observations
 AJ3699.and adjusted by the National Geodetic Survey in February 2007.
 AJ3699
 AJ3699.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3699.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3699.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3699.The epoch date for horizontal control is a decimal equivalence
 AJ3699.of Year/Month/Day.
 AJ3699
 AJ3699.The orthometric height was determined by GPS observations and a
 AJ3699.high-resolution geoid model.
 AJ3699.The orthometric height was determined by GPS observations and a
 AJ3699.high-resolution geoid model using precise GPS observation and
 AJ3699.processing techniques.
 AJ3699
 AJ3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3699
 AJ3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3699
 AJ3699.The ellipsoidal height was determined by GPS observations
 AJ3699.and is referenced to NAD 83.
 AJ3699
 AJ3699.The geoid height was determined by GEOID03.
 AJ3699
 AJ3699;                    North         East     Units Scale Factor Converg.
 AJ3699;SPC AZ C     -   302,789.383   215,803.863   MT  0.99990007   +0 00 52.7
 AJ3699;SPC AZ C     -   993,403.49    708,017.92   iFT  0.99990007   +0 00 52.7
 AJ3699;UTM  12      - 3,732,655.996   417,523.495   MT  0.99968386   -0 29 39.8
 AJ3699
 AJ3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3699!SPC AZ C     -   0.99989852  x   0.99990007  =   0.99979860
 AJ3699!UTM  12      -   0.99989852  x   0.99968386  =   0.99958241
 AJ3699
 AJ3699                          SUPERSEDED SURVEY CONTROL
 AJ3699
 AJ3699  NAD 83(1992)-  33 43 50.61595(N)    111 53 25.05710(W) AD(       ) B
 AJ3699  ELLIP H (04/12/01)  646.523  (m)                       GP(       ) 3 2
 AJ3699
 AJ3699.Superseded values are not recommended for survey control.
 AJ3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3699.See file dsdata.txt to determine how the superseded data were derived.
 AJ3699
 AJ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1752332656(NAD 83)
 AJ3699_MARKER: I = METAL ROD
 AJ3699_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3699+WITH SETTING: INFORMATION.
 AJ3699_STAMPING: 1II1 1999
 AJ3699_MARK LOGO: MCDOT 
 AJ3699_PROJECTION: FLUSH
 AJ3699_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3699+STABILITY: POSITION/ELEVATION WELL
 AJ3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3699+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 AJ3699_ROD/PIPE-DEPTH:  2.0 meters
 AJ3699_SLEEVE-DEPTH  :  0.8 meters
 AJ3699
 AJ3699  HISTORY     - Date     Condition        Report By
 AJ3699  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3699  HISTORY     - 20020928 GOOD             USPSQD
 AJ3699  HISTORY     - 20040823 GOOD             DEWDAV
 AJ3699  HISTORY     - 20060118 GOOD             EVANS
 AJ3699  HISTORY     - 20070713 GOOD             GEOCAC
 AJ3699
 AJ3699                          STATION DESCRIPTION
 AJ3699
 AJ3699'DESCRIBED BY MARICOPA CO DOT 1999 (RBJ)
 AJ3699'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 05
 AJ3699'NORTH, RANGE 05 EAST, SECTION 31
 AJ3699'OWNERSHIP - STATE
 AJ3699'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3699'41) , DRIVE NORTH ON THE 101 FRONTAGE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3699'PIMA ROAD, THENCE DRIVE NORTH ON PIMA ROAD TO ABOUT 6.0 MI (9.7 KM) TO
 AJ3699'JOMAX ROAD, THENCE CONTINUE TO DRIVE ALONG PIMA ROAD FOR 300 FT (91.4
 AJ3699'M) TO A DIRT ROAD ON THE RIGHT (EAST) SIDE, THENCE TURN RIGHT (EAST)
 AJ3699'ON THE DIRT ROAD AND DRIVE NORTHERLY 0.2 MI (0.3 KM) TO A FORK IN THE
 AJ3699'ROAD, THENCE TAKE THE RIGHT (EAST) FORK AND DRIVE ABOUT 180 FT (54.9
 AJ3699'M) AND PARK, WALK TO THE STATION AS DESCRIBED
 AJ3699'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3699'COMPRESSED ON A 6.5 FT (1.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3699'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3699'WITH A COUNTY LOGO ACCESS COVER STAMPED 1II1 1999, SURROUNDED WITH A
 AJ3699'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3699'MARKER
 AJ3699'STATION TIES
 AJ3699'56 FT (17.1 M) NORTHEAST OF A SAGUARO CACTUS
 AJ3699'52 FT (15.8 M) SOUTH OF A SAGUARO CACTUS
 AJ3699'22 FT (6.7 M) NORTHWEST OF THE DIRT ROAD
 AJ3699'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3699'SOUTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3699'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3699'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3699
 AJ3699                          STATION RECOVERY (2002)
 AJ3699
 AJ3699'RECOVERY NOTE BY US POWER SQUADRON 2002
 AJ3699'FOUND IN GOOD CONDITION BUT COVER IS BROKEN.
 AJ3699
 AJ3699                          STATION RECOVERY (2004)
 AJ3699
 AJ3699'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AJ3699'RECOVERED IN GOOD CONDITION.
 AJ3699
 AJ3699                          STATION RECOVERY (2006)
 AJ3699
 AJ3699'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JST)
 AJ3699'RECOVERED IN GOOD CONDITION.
 AJ3699
 AJ3699                          STATION RECOVERY (2007)
 AJ3699
 AJ3699'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3700 ***********************************************************************
 AJ3700  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3700  DESIGNATION -  1IK1
 AJ3700  PID         -  AJ3700
 AJ3700  STATE/COUNTY-  AZ/MARICOPA
 AJ3700  USGS QUAD   -  MC DOWELL PEAK (1965)
 AJ3700
 AJ3700                         *CURRENT SURVEY CONTROL
 AJ3700  ___________________________________________________________________
 AJ3700* NAD 83(2007)-  33 43 36.34802(N)    111 47 44.12154(W)     ADJUSTED  
 AJ3700* NAVD 88     -       772.92   (meters)    2535.8    (feet)  GPS OBS   
 AJ3700  ___________________________________________________________________
 AJ3700  EPOCH DATE  -        2007.00
 AJ3700  X           -  -1,971,867.624 (meters)                     COMP
 AJ3700  Y           -  -4,931,121.636 (meters)                     COMP
 AJ3700  Z           -   3,521,693.350 (meters)                     COMP
 AJ3700  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ3700  ELLIP HEIGHT-         743.951 (meters)          (02/10/07) ADJUSTED
 AJ3700  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AJ3700
 AJ3700  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3700  Type    PID    Designation                      North   East  Ellip
 AJ3700  -------------------------------------------------------------------
 AJ3700  NETWORK AJ3700 1IK1                              0.82   0.73   1.14
 AJ3700  -------------------------------------------------------------------
 AJ3700
 AJ3700.The horizontal coordinates were established by GPS observations
 AJ3700.and adjusted by the National Geodetic Survey in February 2007.
 AJ3700
 AJ3700.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3700.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3700.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3700.The epoch date for horizontal control is a decimal equivalence
 AJ3700.of Year/Month/Day.
 AJ3700
 AJ3700.The orthometric height was determined by GPS observations and a
 AJ3700.high-resolution geoid model.
 AJ3700.The orthometric height was determined by GPS observations and a
 AJ3700.high-resolution geoid model using precise GPS observation and
 AJ3700.processing techniques.
 AJ3700
 AJ3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3700
 AJ3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3700
 AJ3700.The ellipsoidal height was determined by GPS observations
 AJ3700.and is referenced to NAD 83.
 AJ3700
 AJ3700.The geoid height was determined by GEOID03.
 AJ3700
 AJ3700;                    North         East     Units Scale Factor Converg.
 AJ3700;SPC AZ C     -   302,356.074   224,580.273   MT  0.99990155   +0 04 02.0
 AJ3700;SPC AZ C     -   991,981.87    736,811.92   iFT  0.99990155   +0 04 02.0
 AJ3700;UTM  12      - 3,732,144.852   426,293.733   MT  0.99966697   -0 26 30.3
 AJ3700
 AJ3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3700!SPC AZ C     -   0.99988322  x   0.99990155  =   0.99978478
 AJ3700!UTM  12      -   0.99988322  x   0.99966697  =   0.99955023
 AJ3700
 AJ3700                          SUPERSEDED SURVEY CONTROL
 AJ3700
 AJ3700  NAD 83(1992)-  33 43 36.34740(N)    111 47 44.12070(W) AD(       ) B
 AJ3700  ELLIP H (04/12/01)  743.991  (m)                       GP(       ) 3 2
 AJ3700
 AJ3700.Superseded values are not recommended for survey control.
 AJ3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3700.See file dsdata.txt to determine how the superseded data were derived.
 AJ3700
 AJ3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2629432145(NAD 83)
 AJ3700_MARKER: I = METAL ROD
 AJ3700_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3700+WITH SETTING: INFORMATION.
 AJ3700_STAMPING: 1IK1 1999
 AJ3700_MARK LOGO: MCDOT 
 AJ3700_PROJECTION: FLUSH
 AJ3700_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3700+STABILITY: POSITION/ELEVATION WELL
 AJ3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3700+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 AJ3700_ROD/PIPE-DEPTH:  1.8 meters
 AJ3700_SLEEVE-DEPTH  :  0.8 meters
 AJ3700
 AJ3700  HISTORY     - Date     Condition        Report By
 AJ3700  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3700  HISTORY     - 20080617 GOOD             GEOCAC
 AJ3700
 AJ3700                          STATION DESCRIPTION
 AJ3700
 AJ3700'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3700'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 04
 AJ3700'NORTH, RANGE 05 EAST, SECTION 1
 AJ3700'OWNERSHIP -BLM
 AJ3700'TO REACH THE STATION FROM THE JUNCTION OF LOOP 101 AND BELL ROAD (EXIT
 AJ3700'41) , DRIVE NORTH ON THE 101 FRONTAGE ROAD ABOUT 0.5 MI (0.8 KM) TO
 AJ3700'PIMA ROAD, THENCE DRIVE NORTH ON PIMA ROAD TO ABOUT 7.0 MI (11.3 KM)
 AJ3700'TO DYNAMITE BLVD, THENCE TURN RIGHT (EAST) DYNAMITE BLVD DRIVE ABOUT
 AJ3700'2.75 MI (4.43 KM) TO THE INTERSECTION OF ALMA SCHOOL PARKWAY WHERE THE
 AJ3700'ROAD BECOMES RIO VERDE DRIVE, CONTINUE 2.75 MI (4.43 KM) EAST ALONG
 AJ3700'RIO VERDE DRIVE TO 132ND STREET (A DIRT ROAD) , THENCE TURN RIGHT
 AJ3700'(SOUTH) DRIVE 2.9 MI (4.7 KM) PASSED TWO HOUSES TO JOMAX ROAD AND
 AJ3700'PARK, WALK TO THE STATION AS DESCRIBED
 AJ3700'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3700'COMPRESSED ON A 5.8 FT (1.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3700'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3700'WITH A COUNTY LOGO ACCESS COVER STAMPED 1IK1 1999, SURROUNDED WITH A
 AJ3700'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3700'MARKER
 AJ3700'STATION TIES
 AJ3700'30.0 FT (9.1 M) SOUTH OF THE CENTERLINE OF JOMAX ROAD IN LINE WITH
 AJ3700'CENTERLINE OF 132ND STREET
 AJ3700'5.0 FT (1.5 M) NORTHWEST OF THE WHITE CARSONITE MARKER
 AJ3700'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3700'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3700
 AJ3700                          STATION RECOVERY (2008)
 AJ3700
 AJ3700'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3700'STATION 1IK1 RECOVERED IN GOOD CONDITION.  ACCESS COVER NO LONGER HAS
 AJ3700'LID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3701 ***********************************************************************
 AJ3701  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3701  DESIGNATION -  1IM2
 AJ3701  PID         -  AJ3701
 AJ3701  STATE/COUNTY-  AZ/MARICOPA
 AJ3701  USGS QUAD   -  FORT MC DOWELL (1978)
 AJ3701
 AJ3701                         *CURRENT SURVEY CONTROL
 AJ3701  ___________________________________________________________________
 AJ3701* NAD 83(2007)-  33 43 36.94431(N)    111 41 08.51640(W)     ADJUSTED  
 AJ3701* NAVD 88     -       510.94   (meters)    1676.3    (feet)  GPS OBS   
 AJ3701  ___________________________________________________________________
 AJ3701  EPOCH DATE  -        2007.00
 AJ3701  X           -  -1,962,322.059 (meters)                     COMP
 AJ3701  Y           -  -4,934,682.490 (meters)                     COMP
 AJ3701  Z           -   3,521,563.123 (meters)                     COMP
 AJ3701  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AJ3701  ELLIP HEIGHT-         481.883 (meters)          (02/10/07) ADJUSTED
 AJ3701  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AJ3701
 AJ3701  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3701  Type    PID    Designation                      North   East  Ellip
 AJ3701  -------------------------------------------------------------------
 AJ3701  NETWORK AJ3701 1IM2                              0.63   0.57   1.00
 AJ3701  -------------------------------------------------------------------
 AJ3701
 AJ3701.The horizontal coordinates were established by GPS observations
 AJ3701.and adjusted by the National Geodetic Survey in February 2007.
 AJ3701
 AJ3701.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3701.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3701.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3701.The epoch date for horizontal control is a decimal equivalence
 AJ3701.of Year/Month/Day.
 AJ3701
 AJ3701.The orthometric height was determined by GPS observations and a
 AJ3701.high-resolution geoid model.
 AJ3701.The orthometric height was determined by GPS observations and a
 AJ3701.high-resolution geoid model using precise GPS observation and
 AJ3701.processing techniques.
 AJ3701
 AJ3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3701
 AJ3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3701
 AJ3701.The ellipsoidal height was determined by GPS observations
 AJ3701.and is referenced to NAD 83.
 AJ3701
 AJ3701.The geoid height was determined by GEOID03.
 AJ3701
 AJ3701;                    North         East     Units Scale Factor Converg.
 AJ3701;SPC AZ C     -   302,391.815   234,763.816   MT  0.99990565   +0 07 41.7
 AJ3701;SPC AZ C     -   992,099.13    770,222.49   iFT  0.99990565   +0 07 41.7
 AJ3701;UTM  12      - 3,732,090.142   436,474.693   MT  0.99964975   -0 22 50.7
 AJ3701
 AJ3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3701!SPC AZ C     -   0.99992436  x   0.99990565  =   0.99983001
 AJ3701!UTM  12      -   0.99992436  x   0.99964975  =   0.99957413
 AJ3701
 AJ3701                          SUPERSEDED SURVEY CONTROL
 AJ3701
 AJ3701  NAD 83(1992)-  33 43 36.94358(N)    111 41 08.51533(W) AD(       ) B
 AJ3701  ELLIP H (04/12/01)  481.911  (m)                       GP(       ) 3 2
 AJ3701
 AJ3701.Superseded values are not recommended for survey control.
 AJ3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3701.See file dsdata.txt to determine how the superseded data were derived.
 AJ3701
 AJ3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3647532090(NAD 83)
 AJ3701_MARKER: I = METAL ROD
 AJ3701_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3701+WITH SETTING: INFORMATION.
 AJ3701_STAMPING: 1IM2 1999
 AJ3701_MARK LOGO: MCDOT 
 AJ3701_PROJECTION: FLUSH
 AJ3701_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3701+STABILITY: POSITION/ELEVATION WELL
 AJ3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3701+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3701_ROD/PIPE-DEPTH:  1.5 meters
 AJ3701_SLEEVE-DEPTH  :  0.8 meters
 AJ3701
 AJ3701  HISTORY     - Date     Condition        Report By
 AJ3701  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3701
 AJ3701                          STATION DESCRIPTION
 AJ3701
 AJ3701'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3701'THE STATION IS LOCATED WITHIN THE FORT MCDOWELL MOHAVE - APACHE INDIAN
 AJ3701'COMMUNITY, TOWNSHIP 05 NORTH, RANGE 07 EAST, SECTION 31
 AJ3701'OWNERSHIP - MARICOPA COUNTY
 AJ3701'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SR 87 (COUNTRY
 AJ3701'CLUB DR) (EXIT 179) , DRIVE NORTH ON COUNTRY CLUB DRIVE ABOUT 5.5 MI
 AJ3701'(8.9 KM) TO MCDOWELL ROAD, CONTINUE NORTH ALONG SR 87 ABOUT 3.9 MI
 AJ3701'(6.3 KM) TO GILBERT ROAD, CONTINUE ALONG SR 87 ABOUT 6.6 MI (10.6 KM)
 AJ3701'TO THE INTERSECTION OF SHEA BLVD, THENCE TURN LEFT (WEST) ON SHEA BLVD
 AJ3701'AND DRIVE 2.2 MI (3.5 KM) TO THE INTERSECTION OF FOUNTAIN HILLS BLVD,
 AJ3701'THENCE TURN RIGHT (NORTH) AND DRIVE NORTHERLY FOR 3.7 MI (6.0 KM) TO A
 AJ3701'BEND IN THE ROAD TO THE EAST (THIS IS WHERE FOUNTAIN HILLS BLVD TURNS
 AJ3701'INTO MCDOWELL MOUNTAIN ROAD), THENCE CONTINUE AROUND CURVE TO THE
 AJ3701'RIGHT (NORTHEASTERLY) AND DRIVE ON MCDOWELL MOUNTAIN ROAD FOR 7.6 MI
 AJ3701'(12.2 KM) TO A FOREST ROAD ON THE LEFT (NORTH) SIDE OF ROAD, THENCE
 AJ3701'TURN LEFT (NORTH) AND DRIVE 1.5 MI (2.4 KM) TO TONTO VERDI DRIVE,
 AJ3701'THENCE TURN LEFT (WEST) AND DRIVE 1.0 MI (1.6 KM) TO AGUILA VERDE
 AJ3701'DRIVE, THENCE TURN LEFT (SOUTH) AND DRIVE 0.4 MI (0.6 KM) SOUTH THEN
 AJ3701'EAST TO AGUILA DRIVE, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR 0.3 MI
 AJ3701'(0.5 KM), PARK AND WALK SOUTHERLY TO A FENCE CORNER WITH A LOCKED GATE
 AJ3701'AND G.L.O. BRASS CAP, THENCE WALK WESTERLY ALONG THE FENCE LINE FOR
 AJ3701'APPROXIMATELY 620 FT (189.0 M) , CROSSING A POWER LINE AND
 AJ3701'INTERSECTING FENCE LINE AT APPROXIMATELY 520 FT (158.5 M) , THENCE
 AJ3701'TURN LEFT (SOUTH) AND WALK 85 FT (25.9 M) TO THE STATION AS DESCRIBED
 AJ3701'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3701'COMPRESSED ON A 5.0 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3701'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3701'WITH A COUNTY LOGO ACCESS COVER STAMPED 1HM2 1999, SURROUNDED WITH A
 AJ3701'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3701'MARKER
 AJ3701'STATION TIES
 AJ3701'100.0 FEET (30.5 M) WEST AND 85 FEET (25.9 M) SOUTH OF LOCKED GATE
 AJ3701'(WHICH IS JUST WEST OF POWER LINES)
 AJ3701'85.0 FEET (25.9 M) SOUTH OF EXISTING FENCE LINE
 AJ3701'3.6 FEET (1.1 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3701'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3701'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3870 ***********************************************************************
 AJ3870  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3870  DESIGNATION -  1JB2
 AJ3870  PID         -  AJ3870
 AJ3870  STATE/COUNTY-  AZ/MARICOPA
 AJ3870  USGS QUAD   -  BALDY MTN (1981)
 AJ3870
 AJ3870                         *CURRENT SURVEY CONTROL
 AJ3870  ___________________________________________________________________
 AJ3870* NAD 83(2007)-  33 46 06.71136(N)    112 15 19.87133(W)     ADJUSTED  
 AJ3870* NAVD 88     -       455.93   (meters)    1495.8    (feet)  GPS OBS   
 AJ3870  ___________________________________________________________________
 AJ3870  EPOCH DATE  -        2007.00
 AJ3870  X           -  -2,010,312.415 (meters)                     COMP
 AJ3870  Y           -  -4,912,507.589 (meters)                     COMP
 AJ3870  Z           -   3,525,369.384 (meters)                     COMP
 AJ3870  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 AJ3870  ELLIP HEIGHT-         426.356 (meters)          (02/10/07) ADJUSTED
 AJ3870  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3870
 AJ3870  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3870  Type    PID    Designation                      North   East  Ellip
 AJ3870  -------------------------------------------------------------------
 AJ3870  NETWORK AJ3870 1JB2                              0.63   0.55   0.98
 AJ3870  -------------------------------------------------------------------
 AJ3870
 AJ3870.The horizontal coordinates were established by GPS observations
 AJ3870.and adjusted by the National Geodetic Survey in February 2007.
 AJ3870
 AJ3870.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3870.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3870.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3870.The epoch date for horizontal control is a decimal equivalence
 AJ3870.of Year/Month/Day.
 AJ3870
 AJ3870.The orthometric height was determined by GPS observations and a
 AJ3870.high-resolution geoid model.
 AJ3870.The orthometric height was determined by GPS observations and a
 AJ3870.high-resolution geoid model using precise GPS observation and
 AJ3870.processing techniques.
 AJ3870
 AJ3870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3870
 AJ3870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3870
 AJ3870.The ellipsoidal height was determined by GPS observations
 AJ3870.and is referenced to NAD 83.
 AJ3870
 AJ3870.The geoid height was determined by GEOID03.
 AJ3870
 AJ3870;                    North         East     Units Scale Factor Converg.
 AJ3870;SPC AZ C     -   307,033.388   181,973.538   MT  0.99991214   -0 11 18.1
 AJ3870;SPC AZ C     - 1,007,327.39    597,026.04   iFT  0.99991214   -0 11 18.1
 AJ3870;UTM  12      - 3,737,199.736   383,738.345   MT  0.99976663   -0 41 52.6
 AJ3870
 AJ3870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3870!SPC AZ C     -   0.99993307  x   0.99991214  =   0.99984522
 AJ3870!UTM  12      -   0.99993307  x   0.99976663  =   0.99969972
 AJ3870
 AJ3870                          SUPERSEDED SURVEY CONTROL
 AJ3870
 AJ3870  NAD 83(1992)-  33 46 06.71063(N)    112 15 19.87071(W) AD(       ) B
 AJ3870  ELLIP H (04/12/01)  426.386  (m)                       GP(       ) 3 2
 AJ3870
 AJ3870.Superseded values are not recommended for survey control.
 AJ3870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3870.See file dsdata.txt to determine how the superseded data were derived.
 AJ3870
 AJ3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8373837200(NAD 83)
 AJ3870_MARKER: I = METAL ROD
 AJ3870_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3870+WITH SETTING: INFORMATION.
 AJ3870_STAMPING: 1JB2
 AJ3870_MARK LOGO: MCDOT 
 AJ3870_PROJECTION: PROJECTING 18 CENTIMETERS
 AJ3870_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3870+STABILITY: POSITION/ELEVATION WELL
 AJ3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3870+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3870_ROD/PIPE-DEPTH:  2.4 meters
 AJ3870_SLEEVE-DEPTH  :  0.8 meters
 AJ3870
 AJ3870  HISTORY     - Date     Condition        Report By
 AJ3870  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3870
 AJ3870                          STATION DESCRIPTION
 AJ3870
 AJ3870'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3870'THE STATION IS LOCATED WITHIN THE CITY OF PEORIA, TOWNSHIP 5 NORTH,
 AJ3870'RANGE 1 EAST, SECTION 22
 AJ3870'OWNERSHIP - PRIVATE
 AJ3870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74 AND LAKE
 AJ3870'PLEASANT ROAD, DRIVE SOUTH ON LAKE PLEASANT ROAD 2.8 MI (4.5 KM) TO AN
 AJ3870'UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN RIGHT (WEST) AND DRIVE
 AJ3870'WESTERLY 0.2 MI (0.3 KM) TO ANOTHER UNMARKED DIRT ROAD ON THE RIGHT,
 AJ3870'THENCE TURN RIGHT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHERLY 0.2
 AJ3870'MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT AND DRIVE 0.1
 AJ3870'MI (0.2 KM) ON A DIRT TRAIL TO THE STATION
 AJ3870'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3870'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3870'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3870'COVER STAMPED 1JB2, SURROUNDED WITH A CONCRETE COLLAR ABOVE THE
 AJ3870'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3870'STATION TIES -
 AJ3870'70 FT (21.3 M) EAST OF A ROCK
 AJ3870'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3870'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3702 ***********************************************************************
 AJ3702  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3702  DESIGNATION -  1JD2
 AJ3702  PID         -  AJ3702
 AJ3702  STATE/COUNTY-  AZ/MARICOPA
 AJ3702  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3702
 AJ3702                         *CURRENT SURVEY CONTROL
 AJ3702  ___________________________________________________________________
 AJ3702* NAD 83(2007)-  33 46 09.55185(N)    112 09 01.22283(W)     ADJUSTED  
 AJ3702* NAVD 88     -       481.26   (meters)    1578.9    (feet)  GPS OBS   
 AJ3702  ___________________________________________________________________
 AJ3702  EPOCH DATE  -        2007.00
 AJ3702  X           -  -2,001,280.597 (meters)                     COMP
 AJ3702  Y           -  -4,916,164.292 (meters)                     COMP
 AJ3702  Z           -   3,525,456.314 (meters)                     COMP
 AJ3702  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AJ3702  ELLIP HEIGHT-         451.854 (meters)          (02/10/07) ADJUSTED
 AJ3702  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AJ3702
 AJ3702  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3702  Type    PID    Designation                      North   East  Ellip
 AJ3702  -------------------------------------------------------------------
 AJ3702  NETWORK AJ3702 1JD2                              0.61   0.55   0.92
 AJ3702  -------------------------------------------------------------------
 AJ3702
 AJ3702.The horizontal coordinates were established by GPS observations
 AJ3702.and adjusted by the National Geodetic Survey in February 2007.
 AJ3702
 AJ3702.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3702.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3702.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3702.The epoch date for horizontal control is a decimal equivalence
 AJ3702.of Year/Month/Day.
 AJ3702
 AJ3702.The orthometric height was determined by GPS observations and a
 AJ3702.high-resolution geoid model.
 AJ3702.The orthometric height was determined by GPS observations and a
 AJ3702.high-resolution geoid model using precise GPS observation and
 AJ3702.processing techniques.
 AJ3702
 AJ3702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3702
 AJ3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3702
 AJ3702.The ellipsoidal height was determined by GPS observations
 AJ3702.and is referenced to NAD 83.
 AJ3702
 AJ3702.The geoid height was determined by GEOID03.
 AJ3702
 AJ3702;                    North         East     Units Scale Factor Converg.
 AJ3702;SPC AZ C     -   307,093.841   191,716.131   MT  0.99990577   -0 07 47.6
 AJ3702;SPC AZ C     - 1,007,525.73    628,989.93   iFT  0.99990577   -0 07 47.6
 AJ3702;UTM  12      - 3,737,173.540   393,479.573   MT  0.99973988   -0 38 22.1
 AJ3702
 AJ3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3702!SPC AZ C     -   0.99992907  x   0.99990577  =   0.99983485
 AJ3702!UTM  12      -   0.99992907  x   0.99973988  =   0.99966897
 AJ3702
 AJ3702                          SUPERSEDED SURVEY CONTROL
 AJ3702
 AJ3702  NAD 83(1992)-  33 46 09.55106(N)    112 09 01.22217(W) AD(       ) B
 AJ3702  ELLIP H (04/12/01)  451.888  (m)                       GP(       ) 3 2
 AJ3702
 AJ3702.Superseded values are not recommended for survey control.
 AJ3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3702.See file dsdata.txt to determine how the superseded data were derived.
 AJ3702
 AJ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9348037174(NAD 83)
 AJ3702_MARKER: I = METAL ROD
 AJ3702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3702+WITH SETTING: INFORMATION.
 AJ3702_STAMPING: 1JD2 1999
 AJ3702_MARK LOGO: MCDOT 
 AJ3702_PROJECTION: FLUSH
 AJ3702_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3702+STABILITY: POSITION/ELEVATION WELL
 AJ3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3702+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3702_ROD/PIPE-DEPTH:  1.2 meters
 AJ3702_SLEEVE-DEPTH  :  0.8 meters
 AJ3702
 AJ3702  HISTORY     - Date     Condition        Report By
 AJ3702  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3702
 AJ3702                          STATION DESCRIPTION
 AJ3702
 AJ3702'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3702'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 05 NORTH,
 AJ3702'RANGE 02 EAST, SECTION 15
 AJ3702'OWNERSHIP - PRIVATE
 AJ3702'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3702'74)(EXIT 223) , DRIVE WEST ON THE CAREFREE HWY ABOUT 0.5 MI (0.8 KM)
 AJ3702'TO A GATE ON THE LEFT (SOUTH) SIDE OF THE CAREFREE HWY (LOCATED
 AJ3702'OPPOSITE THE BEN AVERY SHOOTING RANGE), THENCE TURN LEFT (SOUTH)
 AJ3702'THROUGH GATE ON A DIRT ROAD AND DRIVE SOUTH FOR 1.1 MI TO A FORK IN
 AJ3702'THE ROAD, THENCE VEER RIGHT (WEST) AT THE FORK AND DRIVE SOUTHERLY FOR
 AJ3702'0.8 MI TO ANOTHER FORK IN THE ROAD, THENCE VEER RIGHT (WEST) AND DRIVE
 AJ3702'SOUTHERLY FOR 0.2 MI TO THE STATION ON THE RIGHT (WEST) SIDE OF THE
 AJ3702'ROAD, AS DESCRIBED
 AJ3702'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3702'COMPRESSED ON A 4.0 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3702'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3702'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JD2 1999, SURROUNDED WITH A
 AJ3702'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3702'MARKER
 AJ3702'STATION TIES
 AJ3702'40 FT (12 M) WEST OF DIRT ROAD
 AJ3702'16.5 FT (5.0 M) SE OF A 5 INCH DIAMETER PALO VERDI TREE
 AJ3702'6.0 FT (1.8 M) EAST OF CARSONITE MARKER
 AJ3702'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3702'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3703 ***********************************************************************
 AJ3703  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3703  DESIGNATION -  1JF2
 AJ3703  PID         -  AJ3703
 AJ3703  STATE/COUNTY-  AZ/MARICOPA
 AJ3703  USGS QUAD   -  NEW RIVER SE (1981)
 AJ3703
 AJ3703                         *CURRENT SURVEY CONTROL
 AJ3703  ___________________________________________________________________
 AJ3703* NAD 83(2007)-  33 46 10.00849(N)    112 03 01.22896(W)     ADJUSTED  
 AJ3703* NAVD 88     -       526.52   (meters)    1727.4    (feet)  GPS OBS   
 AJ3703  ___________________________________________________________________
 AJ3703  EPOCH DATE  -        2007.00
 AJ3703  X           -  -1,992,708.635 (meters)                     COMP
 AJ3703  Y           -  -4,919,677.439 (meters)                     COMP
 AJ3703  Z           -   3,525,493.297 (meters)                     COMP
 AJ3703  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3703  ELLIP HEIGHT-         497.346 (meters)          (02/10/07) ADJUSTED
 AJ3703  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AJ3703
 AJ3703  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3703  Type    PID    Designation                      North   East  Ellip
 AJ3703  -------------------------------------------------------------------
 AJ3703  NETWORK AJ3703 1JF2                              0.73   0.63   1.06
 AJ3703  -------------------------------------------------------------------
 AJ3703
 AJ3703.The horizontal coordinates were established by GPS observations
 AJ3703.and adjusted by the National Geodetic Survey in February 2007.
 AJ3703
 AJ3703.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3703.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3703.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3703.The epoch date for horizontal control is a decimal equivalence
 AJ3703.of Year/Month/Day.
 AJ3703
 AJ3703.The orthometric height was determined by GPS observations and a
 AJ3703.high-resolution geoid model.
 AJ3703.The orthometric height was determined by GPS observations and a
 AJ3703.high-resolution geoid model using precise GPS observation and
 AJ3703.processing techniques.
 AJ3703
 AJ3703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3703
 AJ3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3703
 AJ3703.The ellipsoidal height was determined by GPS observations
 AJ3703.and is referenced to NAD 83.
 AJ3703
 AJ3703.The geoid height was determined by GEOID03.
 AJ3703
 AJ3703;                    North         East     Units Scale Factor Converg.
 AJ3703;SPC AZ C     -   307,091.404   200,978.461   MT  0.99990189   -0 04 27.5
 AJ3703;SPC AZ C     - 1,007,517.73    659,378.15   iFT  0.99990189   -0 04 27.5
 AJ3703;UTM  12      - 3,737,088.741   402,739.888   MT  0.99971661   -0 35 02.0
 AJ3703
 AJ3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3703!SPC AZ C     -   0.99992193  x   0.99990189  =   0.99982383
 AJ3703!UTM  12      -   0.99992193  x   0.99971661  =   0.99963856
 AJ3703
 AJ3703                          SUPERSEDED SURVEY CONTROL
 AJ3703
 AJ3703  NAD 83(1992)-  33 46 10.00774(N)    112 03 01.22822(W) AD(       ) B
 AJ3703  ELLIP H (04/12/01)  497.382  (m)                       GP(       ) 3 2
 AJ3703
 AJ3703.Superseded values are not recommended for survey control.
 AJ3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3703.See file dsdata.txt to determine how the superseded data were derived.
 AJ3703
 AJ3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0274037089(NAD 83)
 AJ3703_MARKER: I = METAL ROD
 AJ3703_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3703+WITH SETTING: INFORMATION.
 AJ3703_STAMPING: 1JF2 1999
 AJ3703_MARK LOGO: MCDOT 
 AJ3703_PROJECTION: FLUSH
 AJ3703_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3703+STABILITY: POSITION/ELEVATION WELL
 AJ3703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3703+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3703_ROD/PIPE-DEPTH:  2.4 meters
 AJ3703_SLEEVE-DEPTH  :  0.8 meters
 AJ3703
 AJ3703  HISTORY     - Date     Condition        Report By
 AJ3703  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3703
 AJ3703                          STATION DESCRIPTION
 AJ3703
 AJ3703'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3703'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 05 NORTH,
 AJ3703'RANGE 03 EAST, SECTION 16
 AJ3703'OWNERSHIP - PRIVATE
 AJ3703'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3703'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY ABOUT 4.0 MI (6.4 KM)
 AJ3703', TO 14TH STREET, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR 1.0 MI TO A
 AJ3703'FENCE LINE WITH A CATTLE GUARD (YOU WILL PASS DOVE VALLEY ROAD),
 AJ3703'THENCE DRIVE OVER CATTLE GUARD AND TURN LEFT (EAST) AND DRIVE IN A
 AJ3703'EASTERLY DIRECTION FOR 0.4 MI TO A FORK IN THE ROAD, THENCE VEER RIGHT
 AJ3703'(WEST) AT THE FORK AS DRIVE SOUTHERLY FOR 0.1 MI TO ANOTHER FORK,
 AJ3703'THENCE RIGHT (WEST) AND CONTINUE SOUTHERLY FOR 0.1 MI TO A REVERSE
 AJ3703'FORK, THENCE CONTINUE SOUTH FOR 0.2 MI TO ANOTHER REVERSE FORK, THENCE
 AJ3703'CONTINUE SOUTHERLY FOR 0.3 MI TO THE STATION 10 FT ON THE LEFT (EAST)
 AJ3703'SIDE OF ROAD, (THE STATION IS 1.2 MI FROM THE CATTLE GUARD ALONG SAID
 AJ3703'DIRT ROAD
 AJ3703'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3703'COMPRESSED ON A 8 FT (2.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3703'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3703'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JF2 1999, SURROUNDED WITH A
 AJ3703'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3703'MARKER
 AJ3703'STATION TIES
 AJ3703'10 FT (3.0 M) EAST OF DIRT ROAD
 AJ3703'6.0 FT (1.8 M) EAST OF CARSONITE MARKER
 AJ3703'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3703'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3704 ***********************************************************************
 AJ3704  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3704  DESIGNATION -  1JH3
 AJ3704  PID         -  AJ3704
 AJ3704  STATE/COUNTY-  AZ/MARICOPA
 AJ3704  USGS QUAD   -  CAVE CREEK (1981)
 AJ3704
 AJ3704                         *CURRENT SURVEY CONTROL
 AJ3704  ___________________________________________________________________
 AJ3704* NAD 83(2007)-  33 46 20.69871(N)    111 56 40.33337(W)     ADJUSTED  
 AJ3704* NAVD 88     -       644.24   (meters)    2113.6    (feet)  GPS OBS   
 AJ3704  ___________________________________________________________________
 AJ3704  EPOCH DATE  -        2007.00
 AJ3704  X           -  -1,983,588.590 (meters)                     COMP
 AJ3704  Y           -  -4,923,269.902 (meters)                     COMP
 AJ3704  Z           -   3,525,832.643 (meters)                     COMP
 AJ3704  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 AJ3704  ELLIP HEIGHT-         615.225 (meters)          (02/10/07) ADJUSTED
 AJ3704  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AJ3704
 AJ3704  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3704  Type    PID    Designation                      North   East  Ellip
 AJ3704  -------------------------------------------------------------------
 AJ3704  NETWORK AJ3704 1JH3                              0.80   0.74   1.23
 AJ3704  -------------------------------------------------------------------
 AJ3704
 AJ3704.The horizontal coordinates were established by GPS observations
 AJ3704.and adjusted by the National Geodetic Survey in February 2007.
 AJ3704
 AJ3704.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3704.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3704.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3704.The epoch date for horizontal control is a decimal equivalence
 AJ3704.of Year/Month/Day.
 AJ3704
 AJ3704.The orthometric height was determined by GPS observations and a
 AJ3704.high-resolution geoid model.
 AJ3704.The orthometric height was determined by GPS observations and a
 AJ3704.high-resolution geoid model using precise GPS observation and
 AJ3704.processing techniques.
 AJ3704
 AJ3704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3704
 AJ3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3704
 AJ3704.The ellipsoidal height was determined by GPS observations
 AJ3704.and is referenced to NAD 83.
 AJ3704
 AJ3704.The geoid height was determined by GEOID03.
 AJ3704
 AJ3704;                    North         East     Units Scale Factor Converg.
 AJ3704;SPC AZ C     -   307,413.064   210,778.613   MT  0.99990008   -0 00 55.8
 AJ3704;SPC AZ C     - 1,008,573.04    691,530.88   iFT  0.99990008   -0 00 55.8
 AJ3704;UTM  12      - 3,737,323.181   412,540.597   MT  0.99969430   -0 31 30.3
 AJ3704
 AJ3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3704!SPC AZ C     -   0.99990343  x   0.99990008  =   0.99980352
 AJ3704!UTM  12      -   0.99990343  x   0.99969430  =   0.99959776
 AJ3704
 AJ3704                          SUPERSEDED SURVEY CONTROL
 AJ3704
 AJ3704  NAD 83(1992)-  33 46 20.69800(N)    111 56 40.33256(W) AD(       ) B
 AJ3704  ELLIP H (04/12/01)  615.260  (m)                       GP(       ) 3 2
 AJ3704
 AJ3704.Superseded values are not recommended for survey control.
 AJ3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3704.See file dsdata.txt to determine how the superseded data were derived.
 AJ3704
 AJ3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1254137323(NAD 83)
 AJ3704_MARKER: I = METAL ROD
 AJ3704_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3704_STAMPING: 1JH3 1999
 AJ3704_MARK LOGO: MCDOT 
 AJ3704_PROJECTION: FLUSH
 AJ3704_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3704+STABILITY: POSITION/ELEVATION WELL
 AJ3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3704+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3704_ROD/PIPE-DEPTH:  3.7 meters
 AJ3704_SLEEVE-DEPTH  :  0.8 meters
 AJ3704
 AJ3704  HISTORY     - Date     Condition        Report By
 AJ3704  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3704  HISTORY     - 20021029 GOOD             NGS
 AJ3704
 AJ3704                          STATION DESCRIPTION
 AJ3704
 AJ3704'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3704'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 05 NORTH,
 AJ3704'RANGE 04 EAST, SECTION 16
 AJ3704'OWNERSHIP - STATE OF ARIZONA
 AJ3704'TO REACH THE STATION FROM THE JUNCTION OF I 17 AND HILLS DRIVE (EXIT
 AJ3704'214A) DRIVE WEST ON HILLS DRIVE ABOUT 4.7 MI (7.6 KM) TO CAVE CREEK
 AJ3704'ROAD, THENCE TURN LEFT (NORTH) AND PROCEED ABOUT 3.0 MI (4.8 KM) TO
 AJ3704'PINNACLE PEAK ROAD, THENCE TURN RIGHT (EAST) AND PROCEED ABOUT 3.2 MI
 AJ3704'(5.1 KM) TO TATUM BOULEVARD, THENCE TURN LEFT (NORTH) AND PROCEED
 AJ3704'ABOUT 3 MI (4.8 KM) TO SCOTTSDALE ROAD, CONTINUE NORTH ON SCOTTSDALE
 AJ3704'ROAD FOR ABOUT 2 MI (3.2 KM) TO LONE MOUNTAIN ROAD, THENCE TURN LEFT
 AJ3704'(WEST) AND PROCEED FOR ABOUT 1.0 MI, (1.6 KM) TO 64TH STREET, THENCE
 AJ3704'TURN RIGHT (NORTH) AND DRIVE FOR ABOUT 0.2 MI, (0.3 KM) TO A WASH,
 AJ3704'THENCE TURN LEFT (WEST) AND FOLLOW THE WASH SOUTHWESTERLY FOR ABOUT
 AJ3704'0.1 MI,  (0.2 KM) PARK AND WALK SOUTHWEST ALONG A DIRT TRAIL FOR ABOUT
 AJ3704'157 FEET (47.9 M) TO THE STATION AS DESCRIBED
 AJ3704'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3704'COMPRESSED ON A 11 FOOT (3.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3704'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3704'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JH3 1999, SURROUNDED WITH A
 AJ3704'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3704'MARKER
 AJ3704'STATION TIES
 AJ3704'76 FT (23.2 M) NORTHWEST FROM THE CENTERLINE OF THE WASH
 AJ3704'73 FT (22.3 M) NORTHEAST FROM THE CENTERLINE OF A SMALLER WASH
 AJ3704'56 FT (17.1 M) NORTH FROM A ARMLESS 20 FOOT (6.1 M) HIGH SAGUARO
 AJ3704'CACTUS
 AJ3704'47 FT (14.3 M) SOUTHWEST FROM A ARMLESS 12 FOOT (3.7 M) HIGH SAGUARO
 AJ3704'CACTUS
 AJ3704'45 FT (13.7 M) SOUTHEAST FROM A ARMLESS 10 FOOT (3.0 M) HIGH SAGUARO
 AJ3704'CACTUS
 AJ3704'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3704'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3704
 AJ3704                          STATION RECOVERY (2002)
 AJ3704
 AJ3704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AJ3704'THIS STATION IS LOCATED ON PRIVATE PROPERTY AND THE OWNERS ARE
 AJ3704'RELUCTANT TO ALLOW ACCESS.
 AJ3704'TO USE THIS MARK, PLEASE CONTACT MIKE MANONE-(602) 344-3421 (OFFICE),
 AJ3704'(602) 451-5772 (MOBILE) BEFORE ENTERING THE PROPERTY.  THIS IS A
 AJ3704'MANDATORY REQUIREMENT BEFORE USING THIS MARK.  TO MANY PEOPLE HAVE
 AJ3704'TRESPASSED ON THIS PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3705 ***********************************************************************
 AJ3705  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3705  DESIGNATION -  1JJ2
 AJ3705  PID         -  AJ3705
 AJ3705  STATE/COUNTY-  AZ/MARICOPA
 AJ3705  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3705
 AJ3705                         *CURRENT SURVEY CONTROL
 AJ3705  ___________________________________________________________________
 AJ3705* NAD 83(2007)-  33 46 10.39347(N)    111 49 56.16747(W)     ADJUSTED  
 AJ3705* NAVD 88     -       857.38   (meters)    2812.9    (feet)  GPS OBS   
 AJ3705  ___________________________________________________________________
 AJ3705  EPOCH DATE  -        2007.00
 AJ3705  X           -  -1,974,069.472 (meters)                     COMP
 AJ3705  Y           -  -4,927,475.662 (meters)                     COMP
 AJ3705  Z           -   3,525,687.259 (meters)                     COMP
 AJ3705  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AJ3705  ELLIP HEIGHT-         828.551 (meters)          (02/10/07) ADJUSTED
 AJ3705  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AJ3705
 AJ3705  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3705  Type    PID    Designation                      North   East  Ellip
 AJ3705  -------------------------------------------------------------------
 AJ3705  NETWORK AJ3705 1JJ2                              0.82   0.76   1.29
 AJ3705  -------------------------------------------------------------------
 AJ3705
 AJ3705.The horizontal coordinates were established by GPS observations
 AJ3705.and adjusted by the National Geodetic Survey in February 2007.
 AJ3705
 AJ3705.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3705.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3705.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3705.The epoch date for horizontal control is a decimal equivalence
 AJ3705.of Year/Month/Day.
 AJ3705
 AJ3705.The orthometric height was determined by GPS observations and a
 AJ3705.high-resolution geoid model.
 AJ3705.The orthometric height was determined by GPS observations and a
 AJ3705.high-resolution geoid model using precise GPS observation and
 AJ3705.processing techniques.
 AJ3705
 AJ3705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3705
 AJ3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3705
 AJ3705.The ellipsoidal height was determined by GPS observations
 AJ3705.and is referenced to NAD 83.
 AJ3705
 AJ3705.The geoid height was determined by GEOID03.
 AJ3705
 AJ3705;                    North         East     Units Scale Factor Converg.
 AJ3705;SPC AZ C     -   307,098.437   221,177.296   MT  0.99990075   +0 02 48.9
 AJ3705;SPC AZ C     - 1,007,540.80    725,647.30   iFT  0.99990075   +0 02 48.9
 AJ3705;UTM  12      - 3,736,916.171   422,933.817   MT  0.99967322   -0 27 45.5
 AJ3705
 AJ3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3705!SPC AZ C     -   0.99986994  x   0.99990075  =   0.99977071
 AJ3705!UTM  12      -   0.99986994  x   0.99967322  =   0.99954321
 AJ3705
 AJ3705                          SUPERSEDED SURVEY CONTROL
 AJ3705
 AJ3705  NAD 83(1992)-  33 46 10.39277(N)    111 49 56.16662(W) AD(       ) B
 AJ3705  ELLIP H (04/12/01)  828.586  (m)                       GP(       ) 3 2
 AJ3705
 AJ3705.Superseded values are not recommended for survey control.
 AJ3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3705.See file dsdata.txt to determine how the superseded data were derived.
 AJ3705
 AJ3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2293436916(NAD 83)
 AJ3705_MARKER: I = METAL ROD
 AJ3705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3705+WITH SETTING: INFORMATION.
 AJ3705_STAMPING: 1JJ2 1999
 AJ3705_MARK LOGO: MCDOT 
 AJ3705_PROJECTION: FLUSH
 AJ3705_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3705+STABILITY: POSITION/ELEVATION WELL
 AJ3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3705+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3705_ROD/PIPE-DEPTH:  2.3 meters
 AJ3705_SLEEVE-DEPTH  :  0.8 meters
 AJ3705
 AJ3705  HISTORY     - Date     Condition        Report By
 AJ3705  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3705
 AJ3705                          STATION DESCRIPTION
 AJ3705
 AJ3705'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3705'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 05
 AJ3705'NORTH, RANGE 05 EAST, SECTION 22
 AJ3705'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3705'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3705'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3705'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3705'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3705'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3705'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3705'ABOUT 0.9 MI (1.4 KM) TO 118TH STREET (A DIRT ROAD) , THENCE TURN LEFT
 AJ3705'(NORTH) AND PROCEED 2.0 MI (3.2 KM) TO AN UNNAMED DIRT ROAD, THENCE
 AJ3705'TURN LEFT (WEST) AND PROCEED 0.4 MI (0.6 KM) , CROSSING A CATTLE
 AJ3705'GUARD, THEN PARK, WALK 123 FEET (37.5 M) SOUTH TO THE STATION AS
 AJ3705'DESCRIBED
 AJ3705'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3705'COMPRESSED ON A 7.5 FOOT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3705'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3705'WITH A COUNTY LOGO ACCESS COVER STAMPED 1JJ2 1999, SURROUNDED WITH A
 AJ3705'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3705'MARKER
 AJ3705'STATION TIES
 AJ3705'STATION IS DIRECTLY SOUTH OF A TOWER HOLDING HIGH VOLTAGE POWER LINES
 AJ3705'123 FEET (37.5 M) SOUTH OF DIRT ROAD
 AJ3705'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3705'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3706 ***********************************************************************
 AJ3706  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3706  DESIGNATION -  1JL2
 AJ3706  PID         -  AJ3706
 AJ3706  STATE/COUNTY-  AZ/MARICOPA
 AJ3706  USGS QUAD   -  BARTLETT DAM (1964)
 AJ3706
 AJ3706                         *CURRENT SURVEY CONTROL
 AJ3706  ___________________________________________________________________
 AJ3706* NAD 83(2007)-  33 46 13.14328(N)    111 44 11.32273(W)     ADJUSTED  
 AJ3706* NAVD 88     -       661.38   (meters)    2169.9    (feet)  GPS OBS   
 AJ3706  ___________________________________________________________________
 AJ3706  EPOCH DATE  -        2007.00
 AJ3706  X           -  -1,965,750.889 (meters)                     COMP
 AJ3706  Y           -  -4,930,573.976 (meters)                     COMP
 AJ3706  Z           -   3,525,648.705 (meters)                     COMP
 AJ3706  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AJ3706  ELLIP HEIGHT-         632.474 (meters)          (02/10/07) ADJUSTED
 AJ3706  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AJ3706
 AJ3706  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3706  Type    PID    Designation                      North   East  Ellip
 AJ3706  -------------------------------------------------------------------
 AJ3706  NETWORK AJ3706 1JL2                              0.78   0.73   1.16
 AJ3706  -------------------------------------------------------------------
 AJ3706
 AJ3706.The horizontal coordinates were established by GPS observations
 AJ3706.and adjusted by the National Geodetic Survey in February 2007.
 AJ3706
 AJ3706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3706.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3706.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3706.The epoch date for horizontal control is a decimal equivalence
 AJ3706.of Year/Month/Day.
 AJ3706
 AJ3706.The orthometric height was determined by GPS observations and a
 AJ3706.high-resolution geoid model.
 AJ3706.The orthometric height was determined by GPS observations and a
 AJ3706.high-resolution geoid model using precise GPS observation and
 AJ3706.processing techniques.
 AJ3706
 AJ3706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3706
 AJ3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3706
 AJ3706.The ellipsoidal height was determined by GPS observations
 AJ3706.and is referenced to NAD 83.
 AJ3706
 AJ3706.The geoid height was determined by GEOID03.
 AJ3706
 AJ3706;                    North         East     Units Scale Factor Converg.
 AJ3706;SPC AZ C     -   307,194.539   230,049.653   MT  0.99990343   +0 06 00.6
 AJ3706;SPC AZ C     - 1,007,856.10    754,756.08   iFT  0.99990343   +0 06 00.6
 AJ3706;UTM  12      - 3,736,933.361   431,804.577   MT  0.99965733   -0 24 33.8
 AJ3706
 AJ3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3706!SPC AZ C     -   0.99990072  x   0.99990343  =   0.99980416
 AJ3706!UTM  12      -   0.99990072  x   0.99965733  =   0.99955808
 AJ3706
 AJ3706                          SUPERSEDED SURVEY CONTROL
 AJ3706
 AJ3706  NAD 83(1992)-  33 46 13.14265(N)    111 44 11.32183(W) AD(       ) B
 AJ3706  ELLIP H (04/12/01)  632.506  (m)                       GP(       ) 3 2
 AJ3706
 AJ3706.Superseded values are not recommended for survey control.
 AJ3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3706.See file dsdata.txt to determine how the superseded data were derived.
 AJ3706
 AJ3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3180536933(NAD 83)
 AJ3706_MARKER: I = METAL ROD
 AJ3706_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3706_STAMPING: 1JL2 1999
 AJ3706_MARK LOGO: MCDOT 
 AJ3706_PROJECTION: FLUSH
 AJ3706_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3706+STABILITY: POSITION/ELEVATION WELL
 AJ3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3706+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3706_ROD/PIPE-DEPTH:  3.8 meters
 AJ3706_SLEEVE-DEPTH  :  0.8 meters
 AJ3706
 AJ3706  HISTORY     - Date     Condition        Report By
 AJ3706  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3706
 AJ3706                          STATION DESCRIPTION
 AJ3706
 AJ3706'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3706'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 05
 AJ3706'NORTH, RANGE 06 EAST, SECTION 16
 AJ3706'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3706'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3706'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3706'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3706'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3706'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3706'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3706'ABOUT 6.2 MI (10.0 KM) TO 160TH STREET (A DIRT ROAD) , THENCE TURN
 AJ3706'LEFT (NORTH) AND PROCEED 2.1 MI (3.4 KM) TO LONE MOUNTAIN ROAD (DIRT
 AJ3706'ROAD) , THENCE TURN LEFT (WEST) AND PROCEED 0.1 MI (0.2 KM) AND PARK,
 AJ3706'WALK 40 FEET (12.2 M) SOUTH TO THE STATION AS DESCRIBED
 AJ3706'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3706'COMPRESSED ON A 12.5 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3706'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3706'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1JL2 1999, SURROUNDED
 AJ3706'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3706'CARSONITE MARKER
 AJ3706'STATION TIES
 AJ3706'40 FEET (12.2 M) SOUTH OF THE CENTERLINE OF LONE MOUNTAIN ROAD (A DIRT
 AJ3706'ROAD)
 AJ3706'4.4 FEET (1.3 M) WEST OF CARSONITE MARKER
 AJ3706'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3706'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3707 ***********************************************************************
 AJ3707  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3707  DESIGNATION -  1JM3
 AJ3707  PID         -  AJ3707
 AJ3707  STATE/COUNTY-  AZ/MARICOPA
 AJ3707  USGS QUAD   -  BARTLETT DAM (1964)
 AJ3707
 AJ3707                         *CURRENT SURVEY CONTROL
 AJ3707  ___________________________________________________________________
 AJ3707* NAD 83(2007)-  33 47 24.48655(N)    111 42 11.53423(W)     ADJUSTED  
 AJ3707* NAVD 88     -       618.88   (meters)    2030.4    (feet)  GPS OBS   
 AJ3707  ___________________________________________________________________
 AJ3707  EPOCH DATE  -        2007.00
 AJ3707  X           -  -1,962,422.080 (meters)                     COMP
 AJ3707  Y           -  -4,930,546.349 (meters)                     COMP
 AJ3707  Z           -   3,527,452.336 (meters)                     COMP
 AJ3707  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AJ3707  ELLIP HEIGHT-         590.061 (meters)          (02/10/07) ADJUSTED
 AJ3707  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AJ3707
 AJ3707  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3707  Type    PID    Designation                      North   East  Ellip
 AJ3707  -------------------------------------------------------------------
 AJ3707  NETWORK AJ3707 1JM3                              0.80   0.74   1.25
 AJ3707  -------------------------------------------------------------------
 AJ3707
 AJ3707.The horizontal coordinates were established by GPS observations
 AJ3707.and adjusted by the National Geodetic Survey in February 2007.
 AJ3707
 AJ3707.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3707.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3707.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3707.The epoch date for horizontal control is a decimal equivalence
 AJ3707.of Year/Month/Day.
 AJ3707
 AJ3707.The orthometric height was determined by GPS observations and a
 AJ3707.high-resolution geoid model.
 AJ3707.The orthometric height was determined by GPS observations and a
 AJ3707.high-resolution geoid model using precise GPS observation and
 AJ3707.processing techniques.
 AJ3707
 AJ3707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3707
 AJ3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3707
 AJ3707.The ellipsoidal height was determined by GPS observations
 AJ3707.and is referenced to NAD 83.
 AJ3707
 AJ3707.The geoid height was determined by GEOID03.
 AJ3707
 AJ3707;                    North         East     Units Scale Factor Converg.
 AJ3707;SPC AZ C     -   309,398.345   233,127.113   MT  0.99990482   +0 07 07.4
 AJ3707;SPC AZ C     - 1,015,086.43    764,852.73   iFT  0.99990482   +0 07 07.4
 AJ3707;UTM  12      - 3,739,109.160   434,900.747   MT  0.99965224   -0 23 28.0
 AJ3707
 AJ3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3707!SPC AZ C     -   0.99990738  x   0.99990482  =   0.99981221
 AJ3707!UTM  12      -   0.99990738  x   0.99965224  =   0.99955965
 AJ3707
 AJ3707                          SUPERSEDED SURVEY CONTROL
 AJ3707
 AJ3707  NAD 83(1992)-  33 47 24.48594(N)    111 42 11.53333(W) AD(       ) B
 AJ3707  ELLIP H (04/12/01)  590.087  (m)                       GP(       ) 3 2
 AJ3707
 AJ3707.Superseded values are not recommended for survey control.
 AJ3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3707.See file dsdata.txt to determine how the superseded data were derived.
 AJ3707
 AJ3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3490139109(NAD 83)
 AJ3707_MARKER: I = METAL ROD
 AJ3707_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3707_STAMPING: IJM3 1999
 AJ3707_MARK LOGO: MCDOT 
 AJ3707_PROJECTION: FLUSH
 AJ3707_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3707+STABILITY: POSITION/ELEVATION WELL
 AJ3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3707+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2008
 AJ3707_ROD/PIPE-DEPTH:  3.5 meters
 AJ3707_SLEEVE-DEPTH  :  0.8 meters
 AJ3707
 AJ3707  HISTORY     - Date     Condition        Report By
 AJ3707  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3707  HISTORY     - 20080804 GOOD             GEOCAC
 AJ3707
 AJ3707                          STATION DESCRIPTION
 AJ3707
 AJ3707'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3707'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 05
 AJ3707'NORTH, RANGE 06 EAST, SECTION 11
 AJ3707'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3707'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3707'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3707'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3707'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3707'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3707'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3707'ABOUT 6.2 MI (10.0 KM) TO 160TH STREET (A DIRT ROAD) , THENCE TURN
 AJ3707'LEFT (NORTH) AND PROCEED 2.1 MI (3.4 KM) TO LONE MOUNTAIN ROAD (A DIRT
 AJ3707'ROAD) , THENCE TURN LEFT (WEST) AND PROCEED 0.1 MI (0.2 KM) TO FOREST
 AJ3707'SERVICE ROAD 1109,THENCE TURN RIGHT (NORTH) AND PROCEED 0.7 MI (1.1
 AJ3707'KM) TO FOREST SERVICE ROAD 398, THENCE TURN RIGHT (EAST) AND PROCEED
 AJ3707'1.8 MI (2.9 KM) TO AN UNNAMED DIRT ROAD TO THE NORTH (AT 0.3 MILES
 AJ3707'FROM THE INTERSECTION OF FOREST SERVICE ROAD 1109 AND 398 YOU WILL
 AJ3707'PASS FOREST SERVICE ROAD 2106 TO THE SOUTH, AT 0.9 MILES YOU WILL PASS
 AJ3707'FOREST SERVICE ROAD 2115 TO THE SOUTH, AT 1.1 MILES YOU WILL PASS A
 AJ3707'DIRT ROAD TO THE SOUTH, AT 1.2 MILES YOU WILL PASS A FENCE WITH AN
 AJ3707'OPENING RUNNING NORTH AND SOUTH, AT 1.3 MILES YOU WILL PASS ANOTHER
 AJ3707'UNNAMED DIRT ROAD TO THE SOUTH, AT 1.5 MILES YOU WILL PASS ANOTHER
 AJ3707'UNNAMED DIRT ROAD TO THE NORTH), THENCE TURN LEFT (NORTH) AND PROCEED
 AJ3707'0.8 MI (1.3 KM) (YOU WILL PASS A UNNAMED DIRT ROAD ON THE RIGHT (EAST)
 AJ3707'AND YOU WILL PASS UNDER OVER HEAD POWER LINES) TO A DIRT ROAD ON THE
 AJ3707'RIGHT AND THE STATION ON THE LEFT (WEST) , WALK 20 FEET (6.1 M) WEST
 AJ3707'TO THE STATION AS DESCRIBED
 AJ3707'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3707'COMPRESSED ON A 11.4 FOOT (3.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3707'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3707'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1JM3 1999, SURROUNDED
 AJ3707'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3707'CARSONITE MARKER
 AJ3707'STATION TIES
 AJ3707'170 FEET (51.8 M) NORTH OF THE POWER LINES
 AJ3707'20 FEET (6.1 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3707'4.0 FEET (1.2 M) SOUTH OF CARSONITE MARKER
 AJ3707'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3707'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3707
 AJ3707                          STATION RECOVERY (2008)
 AJ3707
 AJ3707'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3707'STATION RECOVERED IN GOOD CONDITION.  CARSONITE MARKER HAS BEEN BROKEN
 AJ3707'AND IS LYING ON THE
 AJ3707'GROUND NEAR THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3880 ***********************************************************************
 AJ3880  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3880  DESIGNATION -  1KA2
 AJ3880  PID         -  AJ3880
 AJ3880  STATE/COUNTY-  AZ/MARICOPA
 AJ3880  USGS QUAD   -  BALDY MTN (1981)
 AJ3880
 AJ3880                         *CURRENT SURVEY CONTROL
 AJ3880  ___________________________________________________________________
 AJ3880* NAD 83(2007)-  33 47 55.72524(N)    112 16 41.45792(W)     ADJUSTED  
 AJ3880* NAVD 88     -       421.87   (meters)    1384.1    (feet)  GPS OBS   
 AJ3880  ___________________________________________________________________
 AJ3880  EPOCH DATE  -        2007.00
 AJ3880  X           -  -2,011,536.558 (meters)                     COMP
 AJ3880  Y           -  -4,909,957.503 (meters)                     COMP
 AJ3880  Z           -   3,528,142.291 (meters)                     COMP
 AJ3880  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AJ3880  ELLIP HEIGHT-         392.350 (meters)          (02/10/07) ADJUSTED
 AJ3880  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3880
 AJ3880  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3880  Type    PID    Designation                      North   East  Ellip
 AJ3880  -------------------------------------------------------------------
 AJ3880  NETWORK AJ3880 1KA2                              0.65   0.61   1.02
 AJ3880  -------------------------------------------------------------------
 AJ3880
 AJ3880.The horizontal coordinates were established by GPS observations
 AJ3880.and adjusted by the National Geodetic Survey in February 2007.
 AJ3880
 AJ3880.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3880.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3880.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3880.The epoch date for horizontal control is a decimal equivalence
 AJ3880.of Year/Month/Day.
 AJ3880
 AJ3880.The orthometric height was determined by GPS observations and a
 AJ3880.high-resolution geoid model.
 AJ3880.The orthometric height was determined by GPS observations and a
 AJ3880.high-resolution geoid model using precise GPS observation and
 AJ3880.processing techniques.
 AJ3880
 AJ3880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3880
 AJ3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3880
 AJ3880.The ellipsoidal height was determined by GPS observations
 AJ3880.and is referenced to NAD 83.
 AJ3880
 AJ3880.The geoid height was determined by GEOID03.
 AJ3880
 AJ3880;                    North         East     Units Scale Factor Converg.
 AJ3880;SPC AZ C     -   310,399.002   179,886.144   MT  0.99991381   -0 12 04.0
 AJ3880;SPC AZ C     - 1,018,369.43    590,177.64   iFT  0.99991381   -0 12 04.0
 AJ3880;UTM  12      - 3,740,583.304   381,681.274   MT  0.99977258   -0 42 40.0
 AJ3880
 AJ3880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3880!SPC AZ C     -   0.99993841  x   0.99991381  =   0.99985223
 AJ3880!UTM  12      -   0.99993841  x   0.99977258  =   0.99971100
 AJ3880
 AJ3880                          SUPERSEDED SURVEY CONTROL
 AJ3880
 AJ3880  NAD 83(1992)-  33 47 55.72457(N)    112 16 41.45730(W) AD(       ) B
 AJ3880  ELLIP H (04/12/01)  392.381  (m)                       GP(       ) 3 2
 AJ3880
 AJ3880.Superseded values are not recommended for survey control.
 AJ3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3880.See file dsdata.txt to determine how the superseded data were derived.
 AJ3880
 AJ3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8168140583(NAD 83)
 AJ3880_MARKER: I = METAL ROD
 AJ3880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3880_STAMPING: 1KA2 12/99
 AJ3880_MARK LOGO: MCDOT 
 AJ3880_PROJECTION: FLUSH
 AJ3880_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3880+STABILITY: POSITION/ELEVATION WELL
 AJ3880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3880+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 AJ3880_ROD/PIPE-DEPTH:  6.7 meters
 AJ3880_SLEEVE-DEPTH  :  0.8 meters
 AJ3880
 AJ3880  HISTORY     - Date     Condition        Report By
 AJ3880  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3880  HISTORY     - 20041030 GOOD             USPSQD
 AJ3880  HISTORY     - 20090123 GOOD             GEOCAC
 AJ3880
 AJ3880                          STATION DESCRIPTION
 AJ3880
 AJ3880'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3880'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF SUN CITY
 AJ3880'WEST, TOWNSHIP 5 NORTH, RANGE 1 EAST, SECTION 8
 AJ3880'OWNERSHIP - STATE LAND
 AJ3880'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND STATE
 AJ3880'ROUTE 74 AT EXIT 223, DRIVE WESTERLY ON STATE ROUTE 74 6.2 MI (10.0
 AJ3880'KM) TO THE INTERSECTION OF LAKE PLEASANT ROAD AND STATE ROUTE 74,
 AJ3880'THENCE TURN LEFT (SOUTH) ONTO LAKE PLEASANT ROAD AND DRIVE 0.4 MI (0.6
 AJ3880'KM) TO THE INTERSECTION OF LAKE PLEASANT ROAD AND CAREFREE HIGHWAY,
 AJ3880'THENCE TURN RIGHT (WEST) ONTO THE DIRT ROAD AND DRIVE WESTERLY 0.8 MI
 AJ3880'(1.3 KM) TO A CANAL, THENCE CROSS THE CANAL AND CONTINUE DRIVING
 AJ3880'WESTERLY-NORTHWESTERLY ON THE DIRT ROAD 0.8 MI (1.3 KM) TO ANOTHER
 AJ3880'CANAL, THENCE CROSS THE CANAL AND DRIVE SOUTHWESTERLY-WESTERLY 0.6 MI
 AJ3880'(1.0 KM) TO AN OVERHEAD TRANSMISSION LINE, THENCE CONTINUE WESTERLY
 AJ3880'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN
 AJ3880'RIGHT (NORTH) ONTO THE DIRT ROAD AND DRIVE 300 FT (91.4 M) TO THE
 AJ3880'STATION 25 FT (7.6 M) LEFT (WEST) OF THE ROAD
 AJ3880'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 22.0 FOOT
 AJ3880'(6.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3880'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3880'ACCESS COVER STAMPED 1KA2 12/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3880'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3880'STATION TIES -
 AJ3880'300 FT (91.4 M) NORTH OF A DIRT ROAD
 AJ3880'25 FT (7.6 M) WEST OF A DIRT ROAD
 AJ3880'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3880'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3880
 AJ3880                          STATION RECOVERY (2004)
 AJ3880
 AJ3880'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ3880'RECOVERED IN GOOD CONDITION.
 AJ3880
 AJ3880                          STATION RECOVERY (2009)
 AJ3880
 AJ3880'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 AJ3880'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3880'THE DESCRIPTION - THE CARSONITE MARKER IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3881 ***********************************************************************
 AJ3881  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3881  DESIGNATION -  1KC2
 AJ3881  PID         -  AJ3881
 AJ3881  STATE/COUNTY-  AZ/MARICOPA
 AJ3881  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3881
 AJ3881                         *CURRENT SURVEY CONTROL
 AJ3881  ___________________________________________________________________
 AJ3881* NAD 83(2007)-  33 48 44.22162(N)    112 12 20.89882(W)     ADJUSTED  
 AJ3881* NAVD 88     -       490.65   (meters)    1609.7    (feet)  GPS OBS   
 AJ3881  ___________________________________________________________________
 AJ3881  EPOCH DATE  -        2007.00
 AJ3881  X           -  -2,005,039.994 (meters)                     COMP
 AJ3881  Y           -  -4,911,777.888 (meters)                     COMP
 AJ3881  Z           -   3,529,422.302 (meters)                     COMP
 AJ3881  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AJ3881  ELLIP HEIGHT-         461.262 (meters)          (02/10/07) ADJUSTED
 AJ3881  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AJ3881
 AJ3881  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3881  Type    PID    Designation                      North   East  Ellip
 AJ3881  -------------------------------------------------------------------
 AJ3881  NETWORK AJ3881 1KC2                              0.65   0.59   1.04
 AJ3881  -------------------------------------------------------------------
 AJ3881
 AJ3881.The horizontal coordinates were established by GPS observations
 AJ3881.and adjusted by the National Geodetic Survey in February 2007.
 AJ3881
 AJ3881.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3881.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3881.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3881.The epoch date for horizontal control is a decimal equivalence
 AJ3881.of Year/Month/Day.
 AJ3881
 AJ3881.The orthometric height was determined by GPS observations and a
 AJ3881.high-resolution geoid model.
 AJ3881.The orthometric height was determined by GPS observations and a
 AJ3881.high-resolution geoid model using precise GPS observation and
 AJ3881.processing techniques.
 AJ3881
 AJ3881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3881
 AJ3881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3881
 AJ3881.The ellipsoidal height was determined by GPS observations
 AJ3881.and is referenced to NAD 83.
 AJ3881
 AJ3881.The geoid height was determined by GEOID03.
 AJ3881
 AJ3881;                    North         East     Units Scale Factor Converg.
 AJ3881;SPC AZ C     -   311,871.905   186,592.015   MT  0.99990883   -0 09 39.2
 AJ3881;SPC AZ C     - 1,023,201.79    612,178.53   iFT  0.99990883   -0 09 39.2
 AJ3881;UTM  12      - 3,741,996.239   388,398.996   MT  0.99975354   -0 40 15.8
 AJ3881
 AJ3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3881!SPC AZ C     -   0.99992759  x   0.99990883  =   0.99983643
 AJ3881!UTM  12      -   0.99992759  x   0.99975354  =   0.99968115
 AJ3881
 AJ3881                          SUPERSEDED SURVEY CONTROL
 AJ3881
 AJ3881  NAD 83(1992)-  33 48 44.22083(N)    112 12 20.89823(W) AD(       ) B
 AJ3881  ELLIP H (04/12/01)  461.290  (m)                       GP(       ) 3 2
 AJ3881
 AJ3881.Superseded values are not recommended for survey control.
 AJ3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3881.See file dsdata.txt to determine how the superseded data were derived.
 AJ3881
 AJ3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8839941996(NAD 83)
 AJ3881_MARKER: I = METAL ROD
 AJ3881_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3881+WITH SETTING: INFORMATION.
 AJ3881_STAMPING: 1KC2 1999
 AJ3881_MARK LOGO: MCDOT 
 AJ3881_PROJECTION: PROJECTING 20 CENTIMETERS
 AJ3881_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3881+STABILITY: POSITION/ELEVATION WELL
 AJ3881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3881+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3881_ROD/PIPE-DEPTH:  1.2 meters
 AJ3881_SLEEVE-DEPTH  :  0.8 meters
 AJ3881
 AJ3881  HISTORY     - Date     Condition        Report By
 AJ3881  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3881
 AJ3881                          STATION DESCRIPTION
 AJ3881
 AJ3881'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3881'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3881'NEW RIVER, TOWNSHIP 5 NORTH, RANGE 2 EAST, SECTION 1
 AJ3881'OWNERSHIP - PRIVATE
 AJ3881'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND STATE
 AJ3881'ROUTE 74 AT EXIT 223, DRIVE WESTERLY ON STATE ROUTE 74 4.3 MI (6.9 KM)
 AJ3881'TO AN UNMARKED DIRT ROAD ON THE RIGHT WITH AN ENTRY GATE IN A BARBED
 AJ3881'WIRE FENCE, THENCE TURN RIGHT ONTO THE DIRT ROAD AND DRIVE NORTHERLY
 AJ3881'200 FT (61.0 M) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT OF THE Y
 AJ3881'AND CONTINUE DRIVING WESTERLY 50 FT (15.2 M) TO A GATE IN A BARBED
 AJ3881'WIRE FENCE, THENCE CONTINUE WESTERLY THROUGH THE GATE 100 FT (30.5 M)
 AJ3881'TO ANOTHER Y IN THE ROAD, THENCE STAY TO THE RIGHT OF THE Y AND DRIVE
 AJ3881'NORTHERLY 0.9 MI (1.4 KM) TO A BEND IN THE ROAD TO THE LEFT (WEST) ,
 AJ3881'THENCE PARK THERE AND HIKE NORTHERLY 100 FT (30.5 M) TO THE STATION
 AJ3881'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3881'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3881'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3881'COVER STAMPED 1KC2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3881'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3881'STATION TIES -
 AJ3881'20 FT (6.1 M) WEST OF A BARBED WIRE FENCE
 AJ3881'5 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3881'100 FT (30.5 M) NORTH OF A DIRT TRAIL
 AJ3881'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3881'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3708 ***********************************************************************
 AJ3708  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3708  DESIGNATION -  1KI3
 AJ3708  PID         -  AJ3708
 AJ3708  STATE/COUNTY-  AZ/MARICOPA
 AJ3708  USGS QUAD   -  CAVE CREEK (1981)
 AJ3708
 AJ3708                         *CURRENT SURVEY CONTROL
 AJ3708  ___________________________________________________________________
 AJ3708* NAD 83(2007)-  33 48 46.02810(N)    111 53 13.40999(W)     ADJUSTED  
 AJ3708* NAVD 88     -       786.71   (meters)    2581.1    (feet)  GPS OBS   
 AJ3708  ___________________________________________________________________
 AJ3708  EPOCH DATE  -        2007.00
 AJ3708  X           -  -1,977,764.342 (meters)                     COMP
 AJ3708  Y           -  -4,923,056.239 (meters)                     COMP
 AJ3708  Z           -   3,529,633.664 (meters)                     COMP
 AJ3708  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AJ3708  ELLIP HEIGHT-         757.971 (meters)          (02/10/07) ADJUSTED
 AJ3708  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AJ3708
 AJ3708  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3708  Type    PID    Designation                      North   East  Ellip
 AJ3708  -------------------------------------------------------------------
 AJ3708  NETWORK AJ3708 1KI3                              0.63   0.55   1.14
 AJ3708  -------------------------------------------------------------------
 AJ3708
 AJ3708.The horizontal coordinates were established by GPS observations
 AJ3708.and adjusted by the National Geodetic Survey in February 2007.
 AJ3708
 AJ3708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3708.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3708.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3708.The epoch date for horizontal control is a decimal equivalence
 AJ3708.of Year/Month/Day.
 AJ3708
 AJ3708.The orthometric height was determined by GPS observations and a
 AJ3708.high-resolution geoid model.
 AJ3708.The orthometric height was determined by GPS observations and a
 AJ3708.high-resolution geoid model using precise GPS observation and
 AJ3708.processing techniques.
 AJ3708
 AJ3708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3708
 AJ3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3708
 AJ3708.The ellipsoidal height was determined by GPS observations
 AJ3708.and is referenced to NAD 83.
 AJ3708
 AJ3708.The geoid height was determined by GEOID03.
 AJ3708
 AJ3708;                    North         East     Units Scale Factor Converg.
 AJ3708;SPC AZ C     -   311,890.367   216,101.072   MT  0.99990009   +0 00 59.3
 AJ3708;SPC AZ C     - 1,023,262.36    708,993.02   iFT  0.99990009   +0 00 59.3
 AJ3708;UTM  12      - 3,741,752.006   417,901.554   MT  0.99968309   -0 29 37.2
 AJ3708
 AJ3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3708!SPC AZ C     -   0.99988102  x   0.99990009  =   0.99978112
 AJ3708!UTM  12      -   0.99988102  x   0.99968309  =   0.99956415
 AJ3708
 AJ3708                          SUPERSEDED SURVEY CONTROL
 AJ3708
 AJ3708  NAD 83(1992)-  33 48 46.02742(N)    111 53 13.40912(W) AD(       ) B
 AJ3708  ELLIP H (04/12/01)  758.001  (m)                       GP(       ) 3 2
 AJ3708
 AJ3708.Superseded values are not recommended for survey control.
 AJ3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3708.See file dsdata.txt to determine how the superseded data were derived.
 AJ3708
 AJ3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1790241752(NAD 83)
 AJ3708_MARKER: I = METAL ROD
 AJ3708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3708_STAMPING: 1KI3 1999
 AJ3708_MARK LOGO: MCDOT 
 AJ3708_PROJECTION: FLUSH
 AJ3708_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3708+STABILITY: POSITION/ELEVATION WELL
 AJ3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3708+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2007
 AJ3708_ROD/PIPE-DEPTH:  5.5 meters
 AJ3708_SLEEVE-DEPTH  :  0.8 meters
 AJ3708
 AJ3708  HISTORY     - Date     Condition        Report By
 AJ3708  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3708  HISTORY     - 20020928 GOOD             USPSQD
 AJ3708  HISTORY     - 20070907 GOOD             GEOCAC
 AJ3708
 AJ3708                          STATION DESCRIPTION
 AJ3708
 AJ3708'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3708'THE STATION IS LOCATED WITHIN THE CITY OF SCOTTSDALE, TOWNSHIP 05
 AJ3708'NORTH, RANGE 05 EAST, SECTION 6
 AJ3708'OWNERSHIP - STATE
 AJ3708'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA (EXIT
 AJ3708'43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO PIMA
 AJ3708'ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 18 MI (29.0 KM) ON
 AJ3708'PIMA ROAD TO A BRIDGE AT A POINT 0.1 MI (0.2 KM) SOUTH OF STAGECOACH
 AJ3708'PASS, THENCE TURN RIGHT (EAST) ENTERING THE WASH AND PROCEED 0.2 MI
 AJ3708'(.4 KM) TO A BIG DEAD TREE AND A FORK IN THE WASH, THENCE VEER RIGHT
 AJ3708'(SOUTH) AND CONTINUE TO DRIVE IN THE WASH FOR 0.1 MI (0.2 KM) TO AN
 AJ3708'ISLAND AND PARK, THENCE WALK TO THE TOP OF THE ISLAND TO THE STATION
 AJ3708'AS DESCRIBED
 AJ3708'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3708'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3708'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3708'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1KI3 1999, SURROUNDED
 AJ3708'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3708'CARSONITE MARKER
 AJ3708'STATION TIES
 AJ3708'61 FEET (18.6 M) FROM THE NORTH CENTERLINE OF THE WASH
 AJ3708'28 FEET (8.5 M) FROM THE SOUTH CENTERLINE OF THE WASH
 AJ3708'4.1 FEET (1.2 M) NORTHWEST OF CARSONITE MARKER
 AJ3708'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3708'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3708
 AJ3708                          STATION RECOVERY (2002)
 AJ3708
 AJ3708'RECOVERY NOTE BY US POWER SQUADRON 2002
 AJ3708'RECOVERED IN GOOD CONDITION.
 AJ3708
 AJ3708                          STATION RECOVERY (2007)
 AJ3708
 AJ3708'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3709 ***********************************************************************
 AJ3709  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3709  DESIGNATION -  1KK3
 AJ3709  PID         -  AJ3709
 AJ3709  STATE/COUNTY-  AZ/MARICOPA
 AJ3709  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3709
 AJ3709                         *CURRENT SURVEY CONTROL
 AJ3709  ___________________________________________________________________
 AJ3709* NAD 83(2007)-  33 48 53.60925(N)    111 47 11.00078(W)     ADJUSTED  
 AJ3709* NAVD 88     -       827.08   (meters)    2713.5    (feet)  GPS OBS   
 AJ3709  ___________________________________________________________________
 AJ3709  EPOCH DATE  -        2007.00
 AJ3709  X           -  -1,969,075.665 (meters)                     COMP
 AJ3709  Y           -  -4,926,434.089 (meters)                     COMP
 AJ3709  Z           -   3,529,850.277 (meters)                     COMP
 AJ3709  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ3709  ELLIP HEIGHT-         798.435 (meters)          (02/10/07) ADJUSTED
 AJ3709  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AJ3709
 AJ3709  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3709  Type    PID    Designation                      North   East  Ellip
 AJ3709  -------------------------------------------------------------------
 AJ3709  NETWORK AJ3709 1KK3                              0.98   0.90   1.33
 AJ3709  -------------------------------------------------------------------
 AJ3709
 AJ3709.The horizontal coordinates were established by GPS observations
 AJ3709.and adjusted by the National Geodetic Survey in February 2007.
 AJ3709
 AJ3709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3709.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3709.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3709.The epoch date for horizontal control is a decimal equivalence
 AJ3709.of Year/Month/Day.
 AJ3709
 AJ3709.The orthometric height was determined by GPS observations and a
 AJ3709.high-resolution geoid model.
 AJ3709.The orthometric height was determined by GPS observations and a
 AJ3709.high-resolution geoid model using precise GPS observation and
 AJ3709.processing techniques.
 AJ3709
 AJ3709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3709
 AJ3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3709
 AJ3709.The ellipsoidal height was determined by GPS observations
 AJ3709.and is referenced to NAD 83.
 AJ3709
 AJ3709.The geoid height was determined by GEOID03.
 AJ3709
 AJ3709;                    North         East     Units Scale Factor Converg.
 AJ3709;SPC AZ C     -   312,131.162   225,420.506   MT  0.99990179   +0 04 21.0
 AJ3709;SPC AZ C     - 1,024,052.37    739,568.59   iFT  0.99990179   +0 04 21.0
 AJ3709;UTM  12      - 3,741,909.779   427,220.649   MT  0.99966530   -0 26 15.6
 AJ3709
 AJ3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3709!SPC AZ C     -   0.99987467  x   0.99990179  =   0.99977647
 AJ3709!UTM  12      -   0.99987467  x   0.99966530  =   0.99954001
 AJ3709
 AJ3709                          SUPERSEDED SURVEY CONTROL
 AJ3709
 AJ3709  NAD 83(1992)-  33 48 53.60864(N)    111 47 10.99994(W) AD(       ) B
 AJ3709  ELLIP H (04/12/01)  798.464  (m)                       GP(       ) 3 2
 AJ3709
 AJ3709.Superseded values are not recommended for survey control.
 AJ3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3709.See file dsdata.txt to determine how the superseded data were derived.
 AJ3709
 AJ3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2722141910(NAD 83)
 AJ3709_MARKER: I = METAL ROD
 AJ3709_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3709_STAMPING: 1KK3 1999
 AJ3709_MARK LOGO: MCDOT 
 AJ3709_PROJECTION: FLUSH
 AJ3709_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3709+STABILITY: POSITION/ELEVATION WELL
 AJ3709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3709+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2007
 AJ3709_ROD/PIPE-DEPTH:  7.2 meters
 AJ3709_SLEEVE-DEPTH  :  0.8 meters
 AJ3709
 AJ3709  HISTORY     - Date     Condition        Report By
 AJ3709  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3709  HISTORY     - 20070805 GOOD             GEOCAC
 AJ3709
 AJ3709                          STATION DESCRIPTION
 AJ3709
 AJ3709'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3709'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 06
 AJ3709'NORTH, RANGE 05 EAST, SECTION 36
 AJ3709'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3709'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3709'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3709'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 13 MI (20.9 KM)
 AJ3709'ON PIMA ROAD TO DYNAMITE BOULEVARD, THENCE TURN RIGHT (EAST) AND
 AJ3709'PROCEED ABOUT 2.8 MI (4.5 KM) TO A POINT WHERE DYNAMITE BOULEVARD IS
 AJ3709'RENAMED RIO VERDI DRIVE, THENCE CONTINUE EAST ON RIO VERDI DRIVE FOR
 AJ3709'ABOUT 4.2 MI (6.8 KM) TO 136TH STREET (A DIRT ROAD) , THENCE TURN LEFT
 AJ3709'(NORTH) AND PROCEED 5.1 MI (8.2 KM) TO A GATED FENCE MARKED WITH A 3
 AJ3709'INCH GLO BRASS CAP, THENCE CONTINUE NORTH (KEEP LEFT OF THE TREE) AND
 AJ3709'DRIVE FOR ABOUT 400 FEET (121.9 M) AND STOP AT A DIRT ROAD, WALK 30
 AJ3709'FEET (9.1 M) WEST THEN 15 FEET (4.6 M) NORTH , TO THE STATION AS
 AJ3709'DESCRIBED
 AJ3709'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3709'COMPRESSED ON A 23.5 FOOT (7.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3709'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3709'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1KK3 1999, SURROUNDED
 AJ3709'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3709'CARSONITE MARKER
 AJ3709'STATION TIES
 AJ3709'30 FT (9.1 M) WEST OF THE 136TH STREET ALIGNMENT
 AJ3709'15 FT (4.5 M) NORTH OF THE EAST WEST DIRT ROAD
 AJ3709'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3709'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3709
 AJ3709                          STATION RECOVERY (2007)
 AJ3709
 AJ3709'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3883 ***********************************************************************
 AJ3883  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3883  DESIGNATION -  1LB2
 AJ3883  PID         -  AJ3883
 AJ3883  STATE/COUNTY-  AZ/MARICOPA
 AJ3883  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3883
 AJ3883                         *CURRENT SURVEY CONTROL
 AJ3883  ___________________________________________________________________
 AJ3883* NAD 83(2007)-  33 50 40.61976(N)    112 14 48.74903(W)     ADJUSTED  
 AJ3883* NAVD 88     -       532.90   (meters)    1748.4    (feet)  GPS OBS   
 AJ3883  ___________________________________________________________________
 AJ3883  EPOCH DATE  -        2007.00
 AJ3883  X           -  -2,007,817.591 (meters)                     COMP
 AJ3883  Y           -  -4,908,523.878 (meters)                     COMP
 AJ3883  Z           -   3,532,425.272 (meters)                     COMP
 AJ3883  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3883  ELLIP HEIGHT-         503.560 (meters)          (02/10/07) ADJUSTED
 AJ3883  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AJ3883
 AJ3883  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3883  Type    PID    Designation                      North   East  Ellip
 AJ3883  -------------------------------------------------------------------
 AJ3883  NETWORK AJ3883 1LB2                              0.69   0.63   1.04
 AJ3883  -------------------------------------------------------------------
 AJ3883
 AJ3883.The horizontal coordinates were established by GPS observations
 AJ3883.and adjusted by the National Geodetic Survey in February 2007.
 AJ3883
 AJ3883.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3883.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3883.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3883.The epoch date for horizontal control is a decimal equivalence
 AJ3883.of Year/Month/Day.
 AJ3883
 AJ3883.The orthometric height was determined by GPS observations and a
 AJ3883.high-resolution geoid model.
 AJ3883.The orthometric height was determined by GPS observations and a
 AJ3883.high-resolution geoid model using precise GPS observation and
 AJ3883.processing techniques.
 AJ3883
 AJ3883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3883
 AJ3883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3883
 AJ3883.The ellipsoidal height was determined by GPS observations
 AJ3883.and is referenced to NAD 83.
 AJ3883
 AJ3883.The geoid height was determined by GEOID03.
 AJ3883
 AJ3883;                    North         East     Units Scale Factor Converg.
 AJ3883;SPC AZ C     -   315,469.337   182,801.357   MT  0.99991151   -0 11 02.1
 AJ3883;SPC AZ C     - 1,035,004.39    599,741.98   iFT  0.99991151   -0 11 02.1
 AJ3883;UTM  12      - 3,745,626.746   384,641.102   MT  0.99976405   -0 41 40.3
 AJ3883
 AJ3883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3883!SPC AZ C     -   0.99992095  x   0.99991151  =   0.99983247
 AJ3883!UTM  12      -   0.99992095  x   0.99976405  =   0.99968502
 AJ3883
 AJ3883                          SUPERSEDED SURVEY CONTROL
 AJ3883
 AJ3883  NAD 83(1992)-  33 50 40.61910(N)    112 14 48.74842(W) AD(       ) B
 AJ3883  ELLIP H (04/12/01)  503.586  (m)                       GP(       ) 3 2
 AJ3883
 AJ3883.Superseded values are not recommended for survey control.
 AJ3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3883.See file dsdata.txt to determine how the superseded data were derived.
 AJ3883
 AJ3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8464145627(NAD 83)
 AJ3883_MARKER: I = METAL ROD
 AJ3883_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3883+WITH SETTING: INFORMATION.
 AJ3883_STAMPING: 1LB2 12/99
 AJ3883_MARK LOGO: MCDOT 
 AJ3883_PROJECTION: FLUSH
 AJ3883_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3883+STABILITY: POSITION/ELEVATION WELL
 AJ3883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3883+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2007
 AJ3883_ROD/PIPE-DEPTH:  1.2 meters
 AJ3883_SLEEVE-DEPTH  :  0.8 meters
 AJ3883
 AJ3883  HISTORY     - Date     Condition        Report By
 AJ3883  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3883  HISTORY     - 20020330 GOOD             USPSQD
 AJ3883  HISTORY     - 20040721 POOR             MCDOT
 AJ3883  HISTORY     - 20070218 GOOD             USPSQD
 AJ3883
 AJ3883                          STATION DESCRIPTION
 AJ3883
 AJ3883'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3883'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3883'NEW RIVER, TOWNSHIP 6 NORTH, RANGE 1 EAST, SECTION 22
 AJ3883'OWNERSHIP - STATE LAND
 AJ3883'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3883'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 8.0 MI (12.9
 AJ3883'KM) TO THE INTERSECTION OF CAREFREE HIGHWAY AND PLEASANT HARBOR
 AJ3883'BOULEVARD, THENCE TURN RIGHT (NORTHEAST) ONTO PLEASANT HARBOR
 AJ3883'BOULEVARD AND DRIVE NORTHEASTERLY 1.6 MI, (2.6 KM) TO AN INTERSECTION
 AJ3883'OF PAVED/DIRT, THENCE CROSS THE ROAD TO THE STATION ON THE RIGHT
 AJ3883'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 4.0 FOOT (1.2
 AJ3883'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3883'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3883'COVER STAMPED 1LB2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3883'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3883'STATION TIES -
 AJ3883'5.0 FT (1.5 M) WEST OF A BARBED WIRE FENCE
 AJ3883'20 FT (6.1 M) NORTH OF THE NORTH EDGE OF A DIRT ROAD
 AJ3883'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3883'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3883
 AJ3883                          STATION RECOVERY (2002)
 AJ3883
 AJ3883'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 AJ3883'RECOVERED IN GOOD CONDITION.
 AJ3883
 AJ3883                          STATION RECOVERY (2004)
 AJ3883
 AJ3883'RECOVERY NOTE BY MARICOPA CO DOT 2004 (BPD)
 AJ3883'THIS RECOVERY IS BEING REPORTED ON BEHALF OF RON BARBALA PLS WITH
 AJ3883'ENTRANCO.
 AJ3883'MR. BARBALA SAID THAT IT APPEARS TO HAVE BEEN HIT BY A GRADER AND
 AJ3883'PARTIALLY UNEARTHED, RESULTING IN THE HAND HOLE AND CASING LEANING TO
 AJ3883'THE NORTH AT ROUGHLY A 30 DEGREE ANGLE AND NO STAINLESS ROD WAS
 AJ3883'VISIBLE. THE ACCURACY OF THE STAINLESS STEEL ROD IS UNKNOWN, IF IT
 AJ3883'STILL EXISTS.
 AJ3883'BRIAN DALAGER - MARICOPA DEPARTMENT OF TRANSPORTATION
 AJ3883
 AJ3883                          STATION RECOVERY (2007)
 AJ3883
 AJ3883'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 AJ3883'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3882 ***********************************************************************
 AJ3882  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3882  DESIGNATION -  1LC2
 AJ3882  PID         -  AJ3882
 AJ3882  STATE/COUNTY-  AZ/MARICOPA
 AJ3882  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3882
 AJ3882                         *CURRENT SURVEY CONTROL
 AJ3882  ___________________________________________________________________
 AJ3882* NAD 83(2007)-  33 52 15.78141(N)    112 11 07.65977(W)     ADJUSTED  
 AJ3882* NAVD 88     -       559.12   (meters)    1834.4    (feet)  GPS OBS   
 AJ3882  ___________________________________________________________________
 AJ3882  EPOCH DATE  -        2007.00
 AJ3882  X           -  -2,001,946.536 (meters)                     COMP
 AJ3882  Y           -  -4,909,180.774 (meters)                     COMP
 AJ3882  Z           -   3,534,875.015 (meters)                     COMP
 AJ3882  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AJ3882  ELLIP HEIGHT-         529.981 (meters)          (02/10/07) ADJUSTED
 AJ3882  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AJ3882
 AJ3882  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3882  Type    PID    Designation                      North   East  Ellip
 AJ3882  -------------------------------------------------------------------
 AJ3882  NETWORK AJ3882 1LC2                              0.61   0.53   0.88
 AJ3882  -------------------------------------------------------------------
 AJ3882
 AJ3882.The horizontal coordinates were established by GPS observations
 AJ3882.and adjusted by the National Geodetic Survey in February 2007.
 AJ3882
 AJ3882.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3882.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3882.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3882.The epoch date for horizontal control is a decimal equivalence
 AJ3882.of Year/Month/Day.
 AJ3882
 AJ3882.The orthometric height was determined by GPS observations and a
 AJ3882.high-resolution geoid model.
 AJ3882.The orthometric height was determined by GPS observations and a
 AJ3882.high-resolution geoid model using precise GPS observation and
 AJ3882.processing techniques.
 AJ3882
 AJ3882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3882
 AJ3882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3882
 AJ3882.The ellipsoidal height was determined by GPS observations
 AJ3882.and is referenced to NAD 83.
 AJ3882
 AJ3882.The geoid height was determined by GEOID03.
 AJ3882
 AJ3882;                    North         East     Units Scale Factor Converg.
 AJ3882;SPC AZ C     -   318,384.542   188,492.481   MT  0.99990762   -0 08 59.3
 AJ3882;SPC AZ C     - 1,044,568.71    618,413.65   iFT  0.99990762   -0 08 59.3
 AJ3882;UTM  12      - 3,748,490.661   390,357.111   MT  0.99974820   -0 39 38.7
 AJ3882
 AJ3882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3882!SPC AZ C     -   0.99991681  x   0.99990762  =   0.99982443
 AJ3882!UTM  12      -   0.99991681  x   0.99974820  =   0.99966503
 AJ3882
 AJ3882                          SUPERSEDED SURVEY CONTROL
 AJ3882
 AJ3882  NAD 83(1992)-  33 52 15.78072(N)    112 11 07.65913(W) AD(       ) B
 AJ3882  ELLIP H (04/12/01)  529.997  (m)                       GP(       ) 3 2
 AJ3882
 AJ3882.Superseded values are not recommended for survey control.
 AJ3882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3882.See file dsdata.txt to determine how the superseded data were derived.
 AJ3882
 AJ3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9035748491(NAD 83)
 AJ3882_MARKER: I = METAL ROD
 AJ3882_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3882+WITH SETTING: INFORMATION.
 AJ3882_STAMPING: 1LC2
 AJ3882_MARK LOGO: MCDOT 
 AJ3882_PROJECTION: FLUSH
 AJ3882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3882+STABILITY: POSITION/ELEVATION WELL
 AJ3882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3882+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 AJ3882_ROD/PIPE-DEPTH:  1.8 meters
 AJ3882_SLEEVE-DEPTH  :  0.8 meters
 AJ3882
 AJ3882  HISTORY     - Date     Condition        Report By
 AJ3882  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3882  HISTORY     - 20060722 GOOD             USPSQD
 AJ3882  HISTORY     - 20070525 GOOD             MCDOT
 AJ3882  HISTORY     - 20070909 GOOD             GEOCAC
 AJ3882  HISTORY     - 20081002 GOOD             GEOCAC
 AJ3882
 AJ3882                          STATION DESCRIPTION
 AJ3882
 AJ3882'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3882'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF THE TOWN OF
 AJ3882'NEW RIVER, TOWNSHIP 6 NORTH, RANGE 2 EAST, SECTION 18
 AJ3882'OWNERSHIP - STATE LAND
 AJ3882'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND NEW RIVER
 AJ3882'ROAD AT EXIT 232, DRIVE SOUTHWESTERLY ON NEW RIVER ROAD 3.7 MI (6.0
 AJ3882'KM) TO A CATTLE GUARD, THENCE CONTINUE ON NEW RIVER ROAD SOUTHWEST 150
 AJ3882'FT (45.7 M) TO THE STATION ON THE RIGHT (WEST) 25 FT (7.6 M) FROM THE
 AJ3882'WEST EDGE OF ASPHALT
 AJ3882'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3882'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3882'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3882'COVER STAMPED 1LC2, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3882'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3882'STATION TIES -
 AJ3882'3.0 FT (0.9 M) EAST OF A BARBED WIRE FENCE
 AJ3882'25 FT (7.6 M) WEST OF THE WEST EDGE OF ASPHALT OF NEW RIVER ROAD
 AJ3882'150 FT (45.7 M) SOUTH OF A BARBED WIRE FENCE
 AJ3882'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3882'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3882
 AJ3882                          STATION RECOVERY (2006)
 AJ3882
 AJ3882'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 AJ3882'RECOVERED AS DESCRIBED.
 AJ3882
 AJ3882                          STATION RECOVERY (2007)
 AJ3882
 AJ3882'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3882'RECOVERED IN GOOD CONDITION.
 AJ3882
 AJ3882                          STATION RECOVERY (2007)
 AJ3882
 AJ3882'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3882'RECOVERED IN GOOD CONDITION.
 AJ3882
 AJ3882                          STATION RECOVERY (2008)
 AJ3882
 AJ3882'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3710 ***********************************************************************
 AJ3710  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3710  DESIGNATION -  1LD1
 AJ3710  PID         -  AJ3710
 AJ3710  STATE/COUNTY-  AZ/MARICOPA
 AJ3710  USGS QUAD   -  BISCUIT FLAT (1981)
 AJ3710
 AJ3710                         *CURRENT SURVEY CONTROL
 AJ3710  ___________________________________________________________________
 AJ3710* NAD 83(2007)-  33 51 24.64697(N)    112 09 08.16524(W)     ADJUSTED  
 AJ3710* NAVD 88     -       553.87   (meters)    1817.2    (feet)  GPS OBS   
 AJ3710  ___________________________________________________________________
 AJ3710  EPOCH DATE  -        2007.00
 AJ3710  X           -  -1,999,431.608 (meters)                     COMP
 AJ3710  Y           -  -4,911,148.881 (meters)                     COMP
 AJ3710  Z           -   3,533,563.749 (meters)                     COMP
 AJ3710  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 AJ3710  ELLIP HEIGHT-         524.751 (meters)          (02/10/07) ADJUSTED
 AJ3710  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AJ3710
 AJ3710  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3710  Type    PID    Designation                      North   East  Ellip
 AJ3710  -------------------------------------------------------------------
 AJ3710  NETWORK AJ3710 1LD1                              0.71   0.65   1.14
 AJ3710  -------------------------------------------------------------------
 AJ3710
 AJ3710.The horizontal coordinates were established by GPS observations
 AJ3710.and adjusted by the National Geodetic Survey in February 2007.
 AJ3710
 AJ3710.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3710.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3710.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3710.The epoch date for horizontal control is a decimal equivalence
 AJ3710.of Year/Month/Day.
 AJ3710
 AJ3710.The orthometric height was determined by GPS observations and a
 AJ3710.high-resolution geoid model.
 AJ3710.The orthometric height was determined by GPS observations and a
 AJ3710.high-resolution geoid model using precise GPS observation and
 AJ3710.processing techniques.
 AJ3710
 AJ3710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3710
 AJ3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3710
 AJ3710.The ellipsoidal height was determined by GPS observations
 AJ3710.and is referenced to NAD 83.
 AJ3710
 AJ3710.The geoid height was determined by GEOID03.
 AJ3710
 AJ3710;                    North         East     Units Scale Factor Converg.
 AJ3710;SPC AZ C     -   316,801.653   191,559.723   MT  0.99990586   -0 07 52.5
 AJ3710;SPC AZ C     - 1,039,375.50    628,476.78   iFT  0.99990586   -0 07 52.5
 AJ3710;UTM  12      - 3,746,880.749   393,409.621   MT  0.99974006   -0 38 31.2
 AJ3710
 AJ3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3710!SPC AZ C     -   0.99991763  x   0.99990586  =   0.99982350
 AJ3710!UTM  12      -   0.99991763  x   0.99974006  =   0.99965771
 AJ3710
 AJ3710                          SUPERSEDED SURVEY CONTROL
 AJ3710
 AJ3710  NAD 83(1992)-  33 51 24.64620(N)    112 09 08.16457(W) AD(       ) B
 AJ3710  ELLIP H (04/12/01)  524.771  (m)                       GP(       ) 3 2
 AJ3710
 AJ3710.Superseded values are not recommended for survey control.
 AJ3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3710.See file dsdata.txt to determine how the superseded data were derived.
 AJ3710
 AJ3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9341046881(NAD 83)
 AJ3710_MARKER: I = METAL ROD
 AJ3710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3710+WITH SETTING: INFORMATION.
 AJ3710_STAMPING: 1LD1 1999
 AJ3710_MARK LOGO: MCDOT 
 AJ3710_PROJECTION: FLUSH
 AJ3710_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3710+STABILITY: POSITION/ELEVATION WELL
 AJ3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3710+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 AJ3710_ROD/PIPE-DEPTH:  1.8 meters
 AJ3710_SLEEVE-DEPTH  :  0.8 meters
 AJ3710
 AJ3710  HISTORY     - Date     Condition        Report By
 AJ3710  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3710  HISTORY     - 20050831 GOOD             EVANS
 AJ3710  HISTORY     - 20070820 GOOD             INDIV
 AJ3710
 AJ3710                          STATION DESCRIPTION
 AJ3710
 AJ3710'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3710'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 06 NORTH,
 AJ3710'RANGE 02 EAST, SECTION 16
 AJ3710'OWNERSHIP - PRIVATE
 AJ3710'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND PIONEER ROAD, (EXIT
 AJ3710'229) , DRIVE EASTERLY ON PIONEER ROAD FOR ABOUT 0.8 MI (1.3 KM) THENCE
 AJ3710'TURN RIGHT (NORTH) ON AN UNNAMED DIRT ROAD AND DRIVE ABOUT 2.9 MI (4.6
 AJ3710'KM) CROSSING OVER TWO CATTLE GUARDS (ONE AT 0.4 MI AND THE OTHER AT
 AJ3710'1.7 MI RESPECTIVELY), THENCE TURN LEFT (SOUTHWEST) ON AN UNNAMED DIRT
 AJ3710'ROAD AND DRIVE SOUTHWESTERLY THEN WESTERLY ABOUT 0.2 MI (0.3 KM) TO
 AJ3710'THE STATION ON THE RIGHT (NORTH) SIDE MORE PARTICULARLY AS DESCRIBED
 AJ3710'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3710'COMPRESSED ON A 6.0 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3710'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3710'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LD1 1999, SURROUNDED WITH A
 AJ3710'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3710'MARKER
 AJ3710'STATION TIES
 AJ3710'65.0 FEET (19.8 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3710'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3710'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3710
 AJ3710                          STATION RECOVERY (2005)
 AJ3710
 AJ3710'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 AJ3710'RECOVERED IN GOOD CONDITION.
 AJ3710
 AJ3710                          STATION RECOVERY (2007)
 AJ3710
 AJ3710'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BJU)
 AJ3710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3743 ***********************************************************************
 AJ3743  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3743  DESIGNATION -  1LE2
 AJ3743  PID         -  AJ3743
 AJ3743  STATE/COUNTY-  AZ/MARICOPA
 AJ3743  USGS QUAD   -  NEW RIVER SE (1981)
 AJ3743
 AJ3743                         *CURRENT SURVEY CONTROL
 AJ3743  ___________________________________________________________________
 AJ3743* NAD 83(2007)-  33 50 59.15759(N)    112 04 57.60753(W)     ADJUSTED  
 AJ3743* NAVD 88     -       580.22   (meters)    1903.6    (feet)  GPS OBS   
 AJ3743  ___________________________________________________________________
 AJ3743  EPOCH DATE  -        2007.00
 AJ3743  X           -  -1,993,637.137 (meters)                     COMP
 AJ3743  Y           -  -4,913,999.875 (meters)                     COMP
 AJ3743  Z           -   3,532,926.247 (meters)                     COMP
 AJ3743  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 AJ3743  ELLIP HEIGHT-         551.254 (meters)          (02/10/07) ADJUSTED
 AJ3743  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AJ3743
 AJ3743  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3743  Type    PID    Designation                      North   East  Ellip
 AJ3743  -------------------------------------------------------------------
 AJ3743  NETWORK AJ3743 1LE2                              0.78   0.71   1.14
 AJ3743  -------------------------------------------------------------------
 AJ3743
 AJ3743.The horizontal coordinates were established by GPS observations
 AJ3743.and adjusted by the National Geodetic Survey in February 2007.
 AJ3743
 AJ3743.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3743.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3743.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3743.The epoch date for horizontal control is a decimal equivalence
 AJ3743.of Year/Month/Day.
 AJ3743
 AJ3743.The orthometric height was determined by GPS observations and a
 AJ3743.high-resolution geoid model.
 AJ3743.The orthometric height was determined by GPS observations and a
 AJ3743.high-resolution geoid model using precise GPS observation and
 AJ3743.processing techniques.
 AJ3743
 AJ3743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3743
 AJ3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3743
 AJ3743.The ellipsoidal height was determined by GPS observations
 AJ3743.and is referenced to NAD 83.
 AJ3743
 AJ3743.The geoid height was determined by GEOID03.
 AJ3743
 AJ3743;                    North         East     Units Scale Factor Converg.
 AJ3743;SPC AZ C     -   316,003.801   197,998.515   MT  0.99990291   -0 05 32.9
 AJ3743;SPC AZ C     - 1,036,757.88    649,601.43   iFT  0.99990291   -0 05 32.9
 AJ3743;UTM  12      - 3,746,025.686   399,839.936   MT  0.99972367   -0 36 11.2
 AJ3743
 AJ3743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3743!SPC AZ C     -   0.99991347  x   0.99990291  =   0.99981639
 AJ3743!UTM  12      -   0.99991347  x   0.99972367  =   0.99963716
 AJ3743
 AJ3743                          SUPERSEDED SURVEY CONTROL
 AJ3743
 AJ3743  NAD 83(1992)-  33 50 59.15689(N)    112 04 57.60695(W) AD(       ) B
 AJ3743  ELLIP H (04/12/01)  551.276  (m)                       GP(       ) 3 2
 AJ3743
 AJ3743.Superseded values are not recommended for survey control.
 AJ3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3743.See file dsdata.txt to determine how the superseded data were derived.
 AJ3743
 AJ3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9984046026(NAD 83)
 AJ3743_MARKER: I = METAL ROD
 AJ3743_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3743_STAMPING: 1LE2 1999
 AJ3743_MARK LOGO: MCDOT 
 AJ3743_PROJECTION: FLUSH
 AJ3743_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3743+STABILITY: POSITION/ELEVATION WELL
 AJ3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3743+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3743_ROD/PIPE-DEPTH:  3.0 meters
 AJ3743_SLEEVE-DEPTH  :  0.8 meters
 AJ3743
 AJ3743  HISTORY     - Date     Condition        Report By
 AJ3743  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3743
 AJ3743                          STATION DESCRIPTION
 AJ3743
 AJ3743'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3743'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 06
 AJ3743'NORTH, RANGE 03 EAST, SECTION 21
 AJ3743'OWNERSHIP - PRIVATE
 AJ3743'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3743'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY FOR 3.0 MI (4.8 KM) ,
 AJ3743'TO 7TH AVENUE, THENCE TURN LEFT (NORTH) ONTO 7TH AVENUE AND DRIVE 3.5
 AJ3743'MI (5.6 KM) TO THE END OF ASPHALT, THENCE CONTINUE NORTH ON 7TH AVENUE
 AJ3743'(NORTH) FOR 0.5 MI (0.7 KM) AND PARK AND WALK EAST 25 FEET (7.6 M) TO
 AJ3743'THE STATION AS DESCRIBED
 AJ3743'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3743'COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3743'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3743'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LE2 1999, SURROUNDED WITH A
 AJ3743'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3743'MARKER
 AJ3743'STATION TIES
 AJ3743'25 FT (7.6 M) EAST OF DIRT ROAD
 AJ3743'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3743'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3731 ***********************************************************************
 AJ3731  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3731  DESIGNATION -  1LG2
 AJ3731  PID         -  AJ3731
 AJ3731  STATE/COUNTY-  AZ/MARICOPA
 AJ3731  USGS QUAD   -  CAVE CREEK (1981)
 AJ3731
 AJ3731                         *CURRENT SURVEY CONTROL
 AJ3731  ___________________________________________________________________
 AJ3731* NAD 83(2007)-  33 51 51.75221(N)    111 58 40.06215(W)     ADJUSTED  
 AJ3731* NAVD 88     -       703.42   (meters)    2307.8    (feet)  GPS OBS   
 AJ3731  ___________________________________________________________________
 AJ3731  EPOCH DATE  -        2007.00
 AJ3731  X           -  -1,984,339.735 (meters)                     COMP
 AJ3731  Y           -  -4,916,898.603 (meters)                     COMP
 AJ3731  Z           -   3,534,340.896 (meters)                     COMP
 AJ3731  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 AJ3731  ELLIP HEIGHT-         674.765 (meters)          (02/10/07) ADJUSTED
 AJ3731  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AJ3731
 AJ3731  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3731  Type    PID    Designation                      North   East  Ellip
 AJ3731  -------------------------------------------------------------------
 AJ3731  NETWORK AJ3731 1LG2                              0.69   0.57   1.12
 AJ3731  -------------------------------------------------------------------
 AJ3731
 AJ3731.The horizontal coordinates were established by GPS observations
 AJ3731.and adjusted by the National Geodetic Survey in February 2007.
 AJ3731
 AJ3731.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3731.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3731.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3731.The epoch date for horizontal control is a decimal equivalence
 AJ3731.of Year/Month/Day.
 AJ3731
 AJ3731.The orthometric height was determined by GPS observations and a
 AJ3731.high-resolution geoid model.
 AJ3731.The orthometric height was determined by GPS observations and a
 AJ3731.high-resolution geoid model using precise GPS observation and
 AJ3731.processing techniques.
 AJ3731
 AJ3731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3731
 AJ3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3731
 AJ3731.The ellipsoidal height was determined by GPS observations
 AJ3731.and is referenced to NAD 83.
 AJ3731
 AJ3731.The geoid height was determined by GEOID03.
 AJ3731
 AJ3731;                    North         East     Units Scale Factor Converg.
 AJ3731;SPC AZ C     -   317,613.421   207,704.274   MT  0.99990039   -0 02 02.6
 AJ3731;SPC AZ C     - 1,042,038.78    681,444.47   iFT  0.99990039   -0 02 02.6
 AJ3731;UTM  12      - 3,747,548.437   409,557.817   MT  0.99970084   -0 32 41.6
 AJ3731
 AJ3731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3731!SPC AZ C     -   0.99989408  x   0.99990039  =   0.99979448
 AJ3731!UTM  12      -   0.99989408  x   0.99970084  =   0.99959495
 AJ3731
 AJ3731                          SUPERSEDED SURVEY CONTROL
 AJ3731
 AJ3731  NAD 83(1992)-  33 51 51.75156(N)    111 58 40.06151(W) AD(       ) B
 AJ3731  ELLIP H (04/12/01)  674.784  (m)                       GP(       ) 3 2
 AJ3731
 AJ3731.Superseded values are not recommended for survey control.
 AJ3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3731.See file dsdata.txt to determine how the superseded data were derived.
 AJ3731
 AJ3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0955847548(NAD 83)
 AJ3731_MARKER: I = METAL ROD
 AJ3731_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3731+WITH SETTING: INFORMATION.
 AJ3731_STAMPING: 1LG2 1999
 AJ3731_MARK LOGO: MCDOT 
 AJ3731_PROJECTION: FLUSH
 AJ3731_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3731+STABILITY: POSITION/ELEVATION WELL
 AJ3731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3731+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3731_ROD/PIPE-DEPTH:  0.9 meters
 AJ3731_SLEEVE-DEPTH  :  0.8 meters
 AJ3731
 AJ3731  HISTORY     - Date     Condition        Report By
 AJ3731  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3731
 AJ3731                          STATION DESCRIPTION
 AJ3731
 AJ3731'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3731'THE STATION IS LOCATED WITHIN THE TOWN OF CAVE CREEK, TOWNSHIP 06
 AJ3731'NORTH, RANGE 04 EAST, SECTION 18
 AJ3731'OWNERSHIP - PRIVATE
 AJ3731'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3731'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY FOR 10.0 MI (16.1 KM)
 AJ3731'TO CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3731'DRIVE NORTHERLY TO SPUR CROSS ROAD, THENCE TURN LEFT (NORTH) ONTO SPUR
 AJ3731'CROSS ROAD AND DRIVE 0.2 MI (0.3 KM) TO GRAPEVINE ROAD, THENCE TURN
 AJ3731'RIGHT (EAST) ONTO GRAPEVINE ROAD AND DRIVE 150 FEET (45.7 M) TO SPUR
 AJ3731'CROSS ROAD, THENCE TURN LEFT (NORTH) ONTO SPUR CROSS ROAD AND DRIVE
 AJ3731'NORTHERLY 1.5 MI (2.4 KM) TO CHINA RANCH ROAD, THENCE TURN LEFT (WEST)
 AJ3731'AND DRIVE WESTERLY 0.5 MI (0.8 KM) TO ROCKAWAY HILLS ROAD, THENCE TURN
 AJ3731'LEFT (WEST) ONTO ROCKAWAY HILLS ROAD AND DRIVE 0.2 MI (0.3 KM) TO OLD
 AJ3731'STAGE ROAD, THENCE TURN RIGHT (NORTH) ONTO OLD STAGE ROAD AND DRIVE
 AJ3731'0.4 MI (0.6 KM) TO AN UNNAMED DIRT ROAD, THENCE TURN LEFT (WEST) ONTO
 AJ3731'UNNAMED DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A JUNCTION OR FORK,
 AJ3731'THENCE TURN OR KEEP RIGHT (NORTH) ONTO JUNCTION OR FORK AND DRIVE IN A
 AJ3731'WESTERLY DIRECTION (THE DIRT ROAD WILL MEANDER NORTH AND SOUTH) FOR
 AJ3731'0.5 MI (0.8 KM) AND PARK, WALK WEST 13 FEET (4.0 M) TO THE STATION AS
 AJ3731'DESCRIBED
 AJ3731'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3731'COMPRESSED ON A 3.0 FOOT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3731'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3731'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LG2 1999, SURROUNDED WITH A
 AJ3731'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3731'MARKER
 AJ3731'STATION TIES
 AJ3731'STATION IS JUST SOUTH OF A U SHAPED DRIVEWAY WITH A HOUSE
 AJ3731'13.0 FT (4.0 M) WEST AND PERPENDICULAR TO THE WEST EDGE OF DIRT ROAD
 AJ3731'3.0 FT (0.9 M) NORTHEAST OF CARSONITE MARKER
 AJ3731'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3731'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3733 ***********************************************************************
 AJ3733  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3733  DESIGNATION -  1LH3
 AJ3733  PID         -  AJ3733
 AJ3733  STATE/COUNTY-  AZ/MARICOPA
 AJ3733  USGS QUAD   -  CAVE CREEK (1981)
 AJ3733
 AJ3733                         *CURRENT SURVEY CONTROL
 AJ3733  ___________________________________________________________________
 AJ3733* NAD 83(2007)-  33 50 05.23680(N)    111 56 24.32121(W)     ADJUSTED  
 AJ3733* NAVD 88     -       697.58   (meters)    2288.6    (feet)  GPS OBS   
 AJ3733  ___________________________________________________________________
 AJ3733  EPOCH DATE  -        2007.00
 AJ3733  X           -  -1,981,784.797 (meters)                     COMP
 AJ3733  Y           -  -4,919,894.674 (meters)                     COMP
 AJ3733  Z           -   3,531,611.726 (meters)                     COMP
 AJ3733  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 AJ3733  ELLIP HEIGHT-         668.844 (meters)          (02/10/07) ADJUSTED
 AJ3733  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AJ3733
 AJ3733  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3733  Type    PID    Designation                      North   East  Ellip
 AJ3733  -------------------------------------------------------------------
 AJ3733  NETWORK AJ3733 1LH3                              0.88   0.73   1.25
 AJ3733  -------------------------------------------------------------------
 AJ3733
 AJ3733.The horizontal coordinates were established by GPS observations
 AJ3733.and adjusted by the National Geodetic Survey in February 2007.
 AJ3733
 AJ3733.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3733.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3733.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3733.The epoch date for horizontal control is a decimal equivalence
 AJ3733.of Year/Month/Day.
 AJ3733
 AJ3733.The orthometric height was determined by GPS observations and a
 AJ3733.high-resolution geoid model.
 AJ3733.The orthometric height was determined by GPS observations and a
 AJ3733.high-resolution geoid model using precise GPS observation and
 AJ3733.processing techniques.
 AJ3733
 AJ3733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3733
 AJ3733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3733
 AJ3733.The ellipsoidal height was determined by GPS observations
 AJ3733.and is referenced to NAD 83.
 AJ3733
 AJ3733.The geoid height was determined by GEOID03.
 AJ3733
 AJ3733;                    North         East     Units Scale Factor Converg.
 AJ3733;SPC AZ C     -   314,330.466   211,192.149   MT  0.99990006   -0 00 47.0
 AJ3733;SPC AZ C     - 1,031,267.93    692,887.63   iFT  0.99990006   -0 00 47.0
 AJ3733;UTM  12      - 3,744,235.201   413,015.593   MT  0.99969327   -0 31 24.5
 AJ3733
 AJ3733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3733!SPC AZ C     -   0.99989501  x   0.99990006  =   0.99979508
 AJ3733!UTM  12      -   0.99989501  x   0.99969327  =   0.99958831
 AJ3733
 AJ3733                          SUPERSEDED SURVEY CONTROL
 AJ3733
 AJ3733  NAD 83(1992)-  33 50 05.23617(N)    111 56 24.32045(W) AD(       ) B
 AJ3733  ELLIP H (04/12/01)  668.868  (m)                       GP(       ) 3 2
 AJ3733
 AJ3733.Superseded values are not recommended for survey control.
 AJ3733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3733.See file dsdata.txt to determine how the superseded data were derived.
 AJ3733
 AJ3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1301644235(NAD 83)
 AJ3733_MARKER: I = METAL ROD
 AJ3733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3733+WITH SETTING: INFORMATION.
 AJ3733_STAMPING: 1LH3 1999
 AJ3733_MARK LOGO: MCDOT 
 AJ3733_PROJECTION: FLUSH
 AJ3733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3733+STABILITY: POSITION/ELEVATION WELL
 AJ3733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3733+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 AJ3733_ROD/PIPE-DEPTH:  0.9 meters
 AJ3733_SLEEVE-DEPTH  :  0.8 meters
 AJ3733
 AJ3733  HISTORY     - Date     Condition        Report By
 AJ3733  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3733  HISTORY     - 20020917 GOOD             MCDOT
 AJ3733
 AJ3733                          STATION DESCRIPTION
 AJ3733
 AJ3733'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3733'THE STATION IS LOCATED WITHIN THE TOWN OF CAVE CREEK, TOWNSHIP 06
 AJ3733'NORTH, RANGE 04 EAST, SECTION 27
 AJ3733'OWNERSHIP - PRIVATE
 AJ3733'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3733'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3733'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3733'DRIVE NORTHERLY 3.0 MI (4.8 KM) TO SCHOOL HOUSE ROAD, THENCE CONTINUE
 AJ3733'EASTERLY ON CAVE CREEK ROAD FOR 0.3 MI (0.5 KM) TO A DIRT ROAD ON THE
 AJ3733'LEFT (NORTH) SIDE OF THE ROAD (JUST BEFORE A POWER POLE), THENCE TURN
 AJ3733'LEFT (NORTH) ONTO DIRT ROAD AND DRIVE NORTHERLY FOR 0.1 MI (0.2 KM) TO
 AJ3733'ANOTHER DIRT ROAD AT THE TOP OF THE HILL (THIS ROAD RUNS EAST WEST),
 AJ3733'THENCE TURN LEFT (WEST) ONTO DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO
 AJ3733'THE STATION ON THE LEFT (SOUTH) SIDE OF DIRT ROAD, STATION DESCRIBED
 AJ3733'AS
 AJ3733'THE STATION AS DESCRIBED
 AJ3733'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3733'COMPRESSED ON A 3.0 FOOT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3733'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3733'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LH3 1999, SURROUNDED WITH A
 AJ3733'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3733'MARKER
 AJ3733'STATION TIES
 AJ3733'200 FT (61.0 M) WEST OF AND PERPENDICULAR TO POWER LINE WITH WOODEN
 AJ3733'POLES
 AJ3733'62 FT (18.9 M) EAST OF AND PERPENDICULAR TO BLOCKED ACCESS ROAD
 AJ3733'21 FT (6.4 M) SOUTH OF AND PERPENDICULAR TO DESERT FOOTHILLS LIBRARY
 AJ3733'ACCESS ROAD
 AJ3733'5.0 FT (1.5 M) NORTH OF WHITE CARSONITE MARKER
 AJ3733'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3733'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3733
 AJ3733                          STATION RECOVERY (2002)
 AJ3733
 AJ3733'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 AJ3733'THE LAND SWITCHED FROM STATE TRUST TO PRIVATE OWNERSHIP. MR. MANONE
 AJ3733'(DEVELOPMENT REP) IS WILLING TO ALLOW OCCUPATION HOWEVER HE STATED IT
 AJ3733'IS IMPERATIVE HE IS NOTIFIED PRIOR TO INGRESS. MIKE MANONE WORKS WITH
 AJ3733'LENAR COMMUNITY DEV. 602-344-3421(O)  602-451-5772(M). AFTER
 AJ3733'CONSTRUCTION, IT WILL BE A GATED COMMUNITY AND THE DESCRIPTION WILL
 AJ3733'NEED TO BE UPDATED TO CONTAIN THE SECURITY FIRMS INFORMATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3711 ***********************************************************************
 AJ3711  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3711  DESIGNATION -  1LJ1
 AJ3711  PID         -  AJ3711
 AJ3711  STATE/COUNTY-  AZ/MARICOPA
 AJ3711  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3711
 AJ3711                         *CURRENT SURVEY CONTROL
 AJ3711  ___________________________________________________________________
 AJ3711* NAD 83(2007)-  33 51 22.98630(N)    111 50 22.42226(W)     ADJUSTED  
 AJ3711* NAVD 88     -       992.04   (meters)    3254.7    (feet)  GPS OBS   
 AJ3711  ___________________________________________________________________
 AJ3711  EPOCH DATE  -        2007.00
 AJ3711  X           -  -1,972,744.296 (meters)                     COMP
 AJ3711  Y           -  -4,922,352.852 (meters)                     COMP
 AJ3711  Z           -   3,533,765.755 (meters)                     COMP
 AJ3711  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AJ3711  ELLIP HEIGHT-         963.622 (meters)          (02/10/07) ADJUSTED
 AJ3711  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AJ3711
 AJ3711  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3711  Type    PID    Designation                      North   East  Ellip
 AJ3711  -------------------------------------------------------------------
 AJ3711  NETWORK AJ3711 1LJ1                              0.90   0.80   1.22
 AJ3711  -------------------------------------------------------------------
 AJ3711
 AJ3711.The horizontal coordinates were established by GPS observations
 AJ3711.and adjusted by the National Geodetic Survey in February 2007.
 AJ3711
 AJ3711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3711.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3711.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3711.The epoch date for horizontal control is a decimal equivalence
 AJ3711.of Year/Month/Day.
 AJ3711
 AJ3711.The orthometric height was determined by GPS observations and a
 AJ3711.high-resolution geoid model.
 AJ3711.The orthometric height was determined by GPS observations and a
 AJ3711.high-resolution geoid model using precise GPS observation and
 AJ3711.processing techniques.
 AJ3711
 AJ3711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3711
 AJ3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3711
 AJ3711.The ellipsoidal height was determined by GPS observations
 AJ3711.and is referenced to NAD 83.
 AJ3711
 AJ3711.The geoid height was determined by GEOID03.
 AJ3711
 AJ3711;                    North         East     Units Scale Factor Converg.
 AJ3711;SPC AZ C     -   316,728.194   220,494.575   MT  0.99990063   +0 02 34.6
 AJ3711;SPC AZ C     - 1,039,134.49    723,407.40   iFT  0.99990063   +0 02 34.6
 AJ3711;UTM  12      - 3,746,549.439   422,336.997   MT  0.99967435   -0 28 03.9
 AJ3711
 AJ3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3711!SPC AZ C     -   0.99984875  x   0.99990063  =   0.99974939
 AJ3711!UTM  12      -   0.99984875  x   0.99967435  =   0.99952315
 AJ3711
 AJ3711                          SUPERSEDED SURVEY CONTROL
 AJ3711
 AJ3711  NAD 83(1992)-  33 51 22.98574(N)    111 50 22.42145(W) AD(       ) B
 AJ3711  ELLIP H (04/12/01)  963.648  (m)                       GP(       ) 3 2
 AJ3711
 AJ3711.Superseded values are not recommended for survey control.
 AJ3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3711.See file dsdata.txt to determine how the superseded data were derived.
 AJ3711
 AJ3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2233746549(NAD 83)
 AJ3711_MARKER: I = METAL ROD
 AJ3711_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3711+WITH SETTING: INFORMATION.
 AJ3711_STAMPING: 1LJ1 1999
 AJ3711_MARK LOGO: MCDOT 
 AJ3711_PROJECTION: FLUSH
 AJ3711_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3711+STABILITY: POSITION/ELEVATION WELL
 AJ3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3711+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2007
 AJ3711_ROD/PIPE-DEPTH:  1.4 meters
 AJ3711_SLEEVE-DEPTH  :  0.8 meters
 AJ3711
 AJ3711  HISTORY     - Date     Condition        Report By
 AJ3711  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3711  HISTORY     - 20070907 GOOD             GEOCAC
 AJ3711
 AJ3711                          STATION DESCRIPTION
 AJ3711
 AJ3711'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3711'THE STATION IS LOCATED WITHIN CITY OF SCOTTSDALE, COUNTY OF MARICOPA,
 AJ3711'TOWNSHIP 06 NORTH, RANGE 05 EAST, SECTION 16
 AJ3711'OWNERSHIP - PRIVATE
 AJ3711'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3711'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3711'CAVE CREEK ROAD, THENCE TURN LEFT (NORTH) ON CAVE CREEK ROAD AND DRIVE
 AJ3711'9.2 MI (14.8 KM) TO DESERT HILLS DRIVE, THENCE TURN LEFT (NORTHWEST)
 AJ3711'ONTO DESERT HILLS DRIVE AND PROCEED 0.3 MI (0.5 KM) TO DESERT MOUNTAIN
 AJ3711'PARKWAY, THENCE TURN RIGHT (NORTHEAST) ONTO DESERT MOUNTAIN PARKWAY
 AJ3711'AND PROCEED 1.4 MI (2.3 KM) TO SOLERO DRIVE, THENCE TURN RIGHT (EAST)
 AJ3711'ONTO SOLERO DRIVE FOR 0.1 MI TO MESQUITE DR ON LEFT (NORTH), THENCE
 AJ3711'CONTINUE STRAIGHT ON SOLERO DRIVE SOUTHEASTERLY PAST MESQUITE FOR
 AJ3711'ABOUT 400 FT (121.9 M), PARK AT THIS LOCATION AND WALK 73 FEET (22.3
 AJ3711'M) NORTHWEST TO THE STATION IS AS DESCRIBED
 AJ3711'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3711'COMPRESSED ON A 4.5 FOOT (1.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3711'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3711'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LJ1 1999, SURROUNDED WITH A
 AJ3711'CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3711'STATION TIES
 AJ3711'73.0 FEET (22.3 M) NORTHWEST OF THE CENTERLINE OF SOLERO DRIVE
 AJ3711'17.0 FEET (5.2 M) NORTHWEST OF THE GOLF CART PATH
 AJ3711'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3711'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3711
 AJ3711                          STATION RECOVERY (2007)
 AJ3711
 AJ3711'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3741 ***********************************************************************
 AJ3741  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3741  DESIGNATION -  1LK4
 AJ3741  PID         -  AJ3741
 AJ3741  STATE/COUNTY-  AZ/MARICOPA
 AJ3741  USGS QUAD   -  WILDCAT HILL (1981)
 AJ3741
 AJ3741                         *CURRENT SURVEY CONTROL
 AJ3741  ___________________________________________________________________
 AJ3741* NAD 83(2007)-  33 51 05.81899(N)    111 46 59.82920(W)     ADJUSTED  
 AJ3741* NAVD 88     -       839.59   (meters)    2754.6    (feet)  GPS OBS   
 AJ3741  ___________________________________________________________________
 AJ3741  EPOCH DATE  -        2007.00
 AJ3741  X           -  -1,967,970.990 (meters)                     COMP
 AJ3741  Y           -  -4,924,444.183 (meters)                     COMP
 AJ3741  Z           -   3,533,241.488 (meters)                     COMP
 AJ3741  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ3741  ELLIP HEIGHT-         811.148 (meters)          (02/10/07) ADJUSTED
 AJ3741  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AJ3741
 AJ3741  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3741  Type    PID    Designation                      North   East  Ellip
 AJ3741  -------------------------------------------------------------------
 AJ3741  NETWORK AJ3741 1LK4                              0.90   0.80   1.23
 AJ3741  -------------------------------------------------------------------
 AJ3741
 AJ3741.The horizontal coordinates were established by GPS observations
 AJ3741.and adjusted by the National Geodetic Survey in February 2007.
 AJ3741
 AJ3741.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3741.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3741.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3741.The epoch date for horizontal control is a decimal equivalence
 AJ3741.of Year/Month/Day.
 AJ3741
 AJ3741.The orthometric height was determined by GPS observations and a
 AJ3741.high-resolution geoid model.
 AJ3741.The orthometric height was determined by GPS observations and a
 AJ3741.high-resolution geoid model using precise GPS observation and
 AJ3741.processing techniques.
 AJ3741
 AJ3741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3741
 AJ3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3741
 AJ3741.The ellipsoidal height was determined by GPS observations
 AJ3741.and is referenced to NAD 83.
 AJ3741
 AJ3741.The geoid height was determined by GEOID03.
 AJ3741
 AJ3741;                    North         East     Units Scale Factor Converg.
 AJ3741;SPC AZ C     -   316,204.633   225,702.509   MT  0.99990188   +0 04 27.5
 AJ3741;SPC AZ C     - 1,037,416.77    740,493.80   iFT  0.99990188   +0 04 27.5
 AJ3741;UTM  12      - 3,745,979.612   427,538.852   MT  0.99966473   -0 26 10.8
 AJ3741
 AJ3741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3741!SPC AZ C     -   0.99987268  x   0.99990188  =   0.99977457
 AJ3741!UTM  12      -   0.99987268  x   0.99966473  =   0.99953745
 AJ3741
 AJ3741                          SUPERSEDED SURVEY CONTROL
 AJ3741
 AJ3741  NAD 83(1992)-  33 51 05.81843(N)    111 46 59.82839(W) AD(       ) B
 AJ3741  ELLIP H (04/12/01)  811.174  (m)                       GP(       ) 3 2
 AJ3741
 AJ3741.Superseded values are not recommended for survey control.
 AJ3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3741.See file dsdata.txt to determine how the superseded data were derived.
 AJ3741
 AJ3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2753945980(NAD 83)
 AJ3741_MARKER: DD = SURVEY DISK
 AJ3741_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3741_STAMPING: 1LK4
 AJ3741_MARK LOGO: MCDOT 
 AJ3741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3741+STABILITY: POSITION/ELEVATION WELL
 AJ3741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3741+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3741
 AJ3741  HISTORY     - Date     Condition        Report By
 AJ3741  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3741
 AJ3741                          STATION DESCRIPTION
 AJ3741
 AJ3741'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3741'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FORREST, COUNTY OF
 AJ3741'MARICOPA, TOWNSHIP 06 NORTH, RANGE 06 EAST, SECTION 19
 AJ3741'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3741'TO REACH THE STATION FROM THE JUNCTION OF SR 101 AND VIA DE VENTURA
 AJ3741'(EXIT 43) DRIVE WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3741'PIMA ROAD, THENCE TURN RIGHT (NORTH) ONTO PIMA ROAD AND DRIVE ABOUT
 AJ3741'20.3 MI (32.7 KM) TO CAVE CREEK ROAD ,THENCE TURN RIGHT (NORTHEAST)
 AJ3741'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3741'THENCE TURN RIGHT (EAST) ONTO BARTLETT DAM ROAD AND DRIVE 3.2 MI (5.1
 AJ3741'KM) AND PARK, HIKE 5 MINUTES NORTH AND UPHILL TO THE STATION AS
 AJ3741'DESCRIBED
 AJ3741'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3741'COUNTY D.O.T.  BRASS DISK, STAMPED 1LK4, SET IN A ROCK OUTCROP,
 AJ3741'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3741'STATION TIES
 AJ3741'5 FT (1.5 M) SOUTHWEST FROM A BARREL
 AJ3741'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3741'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3712 ***********************************************************************
 AJ3712  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3712  DESIGNATION -  1LL1
 AJ3712  PID         -  AJ3712
 AJ3712  STATE/COUNTY-  AZ/MARICOPA
 AJ3712  USGS QUAD   -  HORSESHOE DAM (1978)
 AJ3712
 AJ3712                         *CURRENT SURVEY CONTROL
 AJ3712  ___________________________________________________________________
 AJ3712* NAD 83(2007)-  33 52 35.81199(N)    111 44 09.73553(W)     ADJUSTED  
 AJ3712* NAVD 88     -       990.03   (meters)    3248.1    (feet)  GPS OBS   
 AJ3712  ___________________________________________________________________
 AJ3712  EPOCH DATE  -        2007.00
 AJ3712  X           -  -1,963,383.477 (meters)                     COMP
 AJ3712  Y           -  -4,924,746.100 (meters)                     COMP
 AJ3712  Z           -   3,535,628.124 (meters)                     COMP
 AJ3712  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ3712  ELLIP HEIGHT-         961.720 (meters)          (02/10/07) ADJUSTED
 AJ3712  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AJ3712
 AJ3712  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3712  Type    PID    Designation                      North   East  Ellip
 AJ3712  -------------------------------------------------------------------
 AJ3712  NETWORK AJ3712 1LL1                              0.71   0.67   1.16
 AJ3712  -------------------------------------------------------------------
 AJ3712
 AJ3712.The horizontal coordinates were established by GPS observations
 AJ3712.and adjusted by the National Geodetic Survey in February 2007.
 AJ3712
 AJ3712.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3712.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3712.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3712.The epoch date for horizontal control is a decimal equivalence
 AJ3712.of Year/Month/Day.
 AJ3712
 AJ3712.The orthometric height was determined by GPS observations and a
 AJ3712.high-resolution geoid model.
 AJ3712.The orthometric height was determined by GPS observations and a
 AJ3712.high-resolution geoid model using precise GPS observation and
 AJ3712.processing techniques.
 AJ3712
 AJ3712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3712
 AJ3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3712
 AJ3712.The ellipsoidal height was determined by GPS observations
 AJ3712.and is referenced to NAD 83.
 AJ3712
 AJ3712.The geoid height was determined by GEOID03.
 AJ3712
 AJ3712;                    North         East     Units Scale Factor Converg.
 AJ3712;SPC AZ C     -   318,983.817   230,069.801   MT  0.99990344   +0 06 02.5
 AJ3712;SPC AZ C     - 1,046,534.83    754,822.18   iFT  0.99990344   +0 06 02.5
 AJ3712;UTM  12      - 3,748,719.089   431,929.686   MT  0.99965712   -0 24 37.0
 AJ3712
 AJ3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3712!SPC AZ C     -   0.99984905  x   0.99990344  =   0.99975250
 AJ3712!UTM  12      -   0.99984905  x   0.99965712  =   0.99950622
 AJ3712
 AJ3712                          SUPERSEDED SURVEY CONTROL
 AJ3712
 AJ3712  NAD 83(1992)-  33 52 35.81151(N)    111 44 09.73478(W) AD(       ) B
 AJ3712  ELLIP H (04/12/01)  961.745  (m)                       GP(       ) 3 2
 AJ3712
 AJ3712.Superseded values are not recommended for survey control.
 AJ3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3712.See file dsdata.txt to determine how the superseded data were derived.
 AJ3712
 AJ3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3193048719(NAD 83)
 AJ3712_MARKER: I = METAL ROD
 AJ3712_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3712_STAMPING: 1LL1 1999
 AJ3712_MARK LOGO: MCDOT 
 AJ3712_PROJECTION: FLUSH
 AJ3712_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3712+STABILITY: POSITION/ELEVATION WELL
 AJ3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3712+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 AJ3712_ROD/PIPE-DEPTH: 19.1 meters
 AJ3712_SLEEVE-DEPTH  :  0.8 meters
 AJ3712
 AJ3712  HISTORY     - Date     Condition        Report By
 AJ3712  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3712  HISTORY     - 20070426 GOOD             MCDOT
 AJ3712
 AJ3712                          STATION DESCRIPTION
 AJ3712
 AJ3712'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3712'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 06
 AJ3712'NORTH, RANGE 06 EAST, SECTION 10
 AJ3712'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3712'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3712'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3712'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3712'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3712'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3712'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3712'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE CONTINUE ON BARTLETT DAM ROAD
 AJ3712'FOR 0.5 MI (0.8 KM) AND PARK, WALK SOUTH TO THE TOP OF THE CUT BANK TO
 AJ3712'THE STATION AS DESCRIBED
 AJ3712'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3712'COMPRESSED ON A 50.0 FOOT (15.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3712'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3712'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1LL1 1999, SURROUNDED
 AJ3712'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3712'CARSONITE MARKER
 AJ3712'STATION TIES
 AJ3712'85 FEET (25.9 M) SOUTH OF THE CENTERLINE OF BARTLETT DAM ROAD
 AJ3712'12 FEET (3.7 M) SOUTH OF THE RIDGE OF THE CUT BANK
 AJ3712'4 FEET (1.2 M) SOUTHEAST OF THE CARSONITE MARKER
 AJ3712'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3712'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3712
 AJ3712                          STATION RECOVERY (2007)
 AJ3712
 AJ3712'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3713 ***********************************************************************
 AJ3713  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3713  DESIGNATION -  1LM2
 AJ3713  PID         -  AJ3713
 AJ3713  STATE/COUNTY-  AZ/MARICOPA
 AJ3713  USGS QUAD   -  BARTLETT DAM (1964)
 AJ3713
 AJ3713                         *CURRENT SURVEY CONTROL
 AJ3713  ___________________________________________________________________
 AJ3713* NAD 83(2007)-  33 51 43.15615(N)    111 41 08.13483(W)     ADJUSTED  
 AJ3713* NAVD 88     -       877.54   (meters)    2879.1    (feet)  GPS OBS   
 AJ3713  ___________________________________________________________________
 AJ3713  EPOCH DATE  -        2007.00
 AJ3713  X           -  -1,959,346.449 (meters)                     COMP
 AJ3713  Y           -  -4,927,226.220 (meters)                     COMP
 AJ3713  Z           -   3,534,218.101 (meters)                     COMP
 AJ3713  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AJ3713  ELLIP HEIGHT-         849.131 (meters)          (02/10/07) ADJUSTED
 AJ3713  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AJ3713
 AJ3713  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3713  Type    PID    Designation                      North   East  Ellip
 AJ3713  -------------------------------------------------------------------
 AJ3713  NETWORK AJ3713 1LM2                              0.51   0.47   1.14
 AJ3713  -------------------------------------------------------------------
 AJ3713
 AJ3713.The horizontal coordinates were established by GPS observations
 AJ3713.and adjusted by the National Geodetic Survey in February 2007.
 AJ3713
 AJ3713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3713.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3713.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3713.The epoch date for horizontal control is a decimal equivalence
 AJ3713.of Year/Month/Day.
 AJ3713
 AJ3713.The orthometric height was determined by GPS observations and a
 AJ3713.high-resolution geoid model.
 AJ3713.The orthometric height was determined by GPS observations and a
 AJ3713.high-resolution geoid model using precise GPS observation and
 AJ3713.processing techniques.
 AJ3713
 AJ3713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3713
 AJ3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3713
 AJ3713.The ellipsoidal height was determined by GPS observations
 AJ3713.and is referenced to NAD 83.
 AJ3713
 AJ3713.The geoid height was determined by GEOID03.
 AJ3713
 AJ3713;                    North         East     Units Scale Factor Converg.
 AJ3713;SPC AZ C     -   317,370.935   234,740.037   MT  0.99990563   +0 07 43.5
 AJ3713;SPC AZ C     - 1,041,243.23    770,144.48   iFT  0.99990563   +0 07 43.5
 AJ3713;UTM  12      - 3,747,065.045   436,584.185   MT  0.99964958   -0 22 55.3
 AJ3713
 AJ3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3713!SPC AZ C     -   0.99986672  x   0.99990563  =   0.99977236
 AJ3713!UTM  12      -   0.99986672  x   0.99964958  =   0.99951634
 AJ3713
 AJ3713                          SUPERSEDED SURVEY CONTROL
 AJ3713
 AJ3713  NAD 83(1992)-  33 51 43.15570(N)    111 41 08.13415(W) AD(       ) B
 AJ3713  ELLIP H (04/12/01)  849.155  (m)                       GP(       ) 3 2
 AJ3713
 AJ3713.Superseded values are not recommended for survey control.
 AJ3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3713.See file dsdata.txt to determine how the superseded data were derived.
 AJ3713
 AJ3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3658447065(NAD 83)
 AJ3713_MARKER: I = METAL ROD
 AJ3713_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3713+WITH SETTING: INFORMATION.
 AJ3713_STAMPING: 1LM2 1999
 AJ3713_MARK LOGO: MCDOT 
 AJ3713_PROJECTION: FLUSH
 AJ3713_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3713+STABILITY: POSITION/ELEVATION WELL
 AJ3713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3713+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3713_ROD/PIPE-DEPTH:  2.3 meters
 AJ3713_SLEEVE-DEPTH  :  0.8 meters
 AJ3713
 AJ3713  HISTORY     - Date     Condition        Report By
 AJ3713  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3713
 AJ3713                          STATION DESCRIPTION
 AJ3713
 AJ3713'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3713'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 06
 AJ3713'NORTH, RANGE 06 EAST, SECTION 19
 AJ3713'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3713'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3713'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3713'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3713'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3713'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3713'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3713'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE CONTINUE ON BARTLETT DAM ROAD
 AJ3713'FOR 4.1 MI (6.6 KM) TO FOREST ROAD TURN NO 1117, THENCE TURN LEFT
 AJ3713'(NORTH) ONTO FORREST ROAD NO 1117 DRIVE 0.2 MI (0.3 KM) AND PARK, WALK
 AJ3713'WEST TO THE STATION AS DESCRIBED
 AJ3713'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3713'COMPRESSED ON A 6.0 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3713'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3713'WITH A COUNTY LOGO ACCESS COVER STAMPED 1LM2 1999, SURROUNDED WITH A
 AJ3713'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3713'MARKER
 AJ3713'STATION TIES
 AJ3713'25 FEET (7.6 M) WEST OF THE CENTERLINE OF FOREST ROAD NO.  1117
 AJ3713'2.5 FEET (0.8 M) EAST OF THE CARSONITE MARKER
 AJ3713'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3713'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3732 ***********************************************************************
 AJ3732  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3732  DESIGNATION -  1MI1
 AJ3732  PID         -  AJ3732
 AJ3732  STATE/COUNTY-  AZ/MARICOPA
 AJ3732  USGS QUAD   -  CAVE CREEK (1981)
 AJ3732
 AJ3732                         *CURRENT SURVEY CONTROL
 AJ3732  ___________________________________________________________________
 AJ3732* NAD 83(2007)-  33 52 20.90673(N)    111 56 03.49985(W)     ADJUSTED  
 AJ3732* NAVD 88     -       743.98   (meters)    2440.9    (feet)  GPS OBS   
 AJ3732  ___________________________________________________________________
 AJ3732  EPOCH DATE  -        2007.00
 AJ3732  X           -  -1,980,432.668 (meters)                     COMP
 AJ3732  Y           -  -4,917,970.298 (meters)                     COMP
 AJ3732  Z           -   3,535,109.518 (meters)                     COMP
 AJ3732  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 AJ3732  ELLIP HEIGHT-         715.459 (meters)          (02/10/07) ADJUSTED
 AJ3732  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AJ3732
 AJ3732  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3732  Type    PID    Designation                      North   East  Ellip
 AJ3732  -------------------------------------------------------------------
 AJ3732  NETWORK AJ3732 1MI1                              0.69   0.53   1.04
 AJ3732  -------------------------------------------------------------------
 AJ3732
 AJ3732.The horizontal coordinates were established by GPS observations
 AJ3732.and adjusted by the National Geodetic Survey in February 2007.
 AJ3732
 AJ3732.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3732.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3732.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3732.The epoch date for horizontal control is a decimal equivalence
 AJ3732.of Year/Month/Day.
 AJ3732
 AJ3732.The orthometric height was determined by GPS observations and a
 AJ3732.high-resolution geoid model.
 AJ3732.The orthometric height was determined by GPS observations and a
 AJ3732.high-resolution geoid model using precise GPS observation and
 AJ3732.processing techniques.
 AJ3732
 AJ3732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3732
 AJ3732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3732
 AJ3732.The ellipsoidal height was determined by GPS observations
 AJ3732.and is referenced to NAD 83.
 AJ3732
 AJ3732.The geoid height was determined by GEOID03.
 AJ3732
 AJ3732;                    North         East     Units Scale Factor Converg.
 AJ3732;SPC AZ C     -   318,510.073   211,728.171   MT  0.99990003   -0 00 35.4
 AJ3732;SPC AZ C     - 1,044,980.55    694,646.23   iFT  0.99990003   -0 00 35.4
 AJ3732;UTM  12      - 3,748,408.999   413,588.728   MT  0.99969205   -0 31 14.8
 AJ3732
 AJ3732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3732!SPC AZ C     -   0.99988770  x   0.99990003  =   0.99978774
 AJ3732!UTM  12      -   0.99988770  x   0.99969205  =   0.99957978
 AJ3732
 AJ3732                          SUPERSEDED SURVEY CONTROL
 AJ3732
 AJ3732  NAD 83(1992)-  33 52 20.90614(N)    111 56 03.49916(W) AD(       ) B
 AJ3732  ELLIP H (04/12/01)  715.479  (m)                       GP(       ) 3 2
 AJ3732
 AJ3732.Superseded values are not recommended for survey control.
 AJ3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3732.See file dsdata.txt to determine how the superseded data were derived.
 AJ3732
 AJ3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1358948409(NAD 83)
 AJ3732_MARKER: I = METAL ROD
 AJ3732_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3732+WITH SETTING: INFORMATION.
 AJ3732_STAMPING: 1MI1 1999
 AJ3732_MARK LOGO: MCDOT 
 AJ3732_PROJECTION: FLUSH
 AJ3732_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3732+STABILITY: POSITION/ELEVATION WELL
 AJ3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3732+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3732_ROD/PIPE-DEPTH:  1.1 meters
 AJ3732_SLEEVE-DEPTH  :  0.8 meters
 AJ3732
 AJ3732  HISTORY     - Date     Condition        Report By
 AJ3732  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3732  HISTORY     - 20020928 POOR             USPSQD
 AJ3732
 AJ3732                          STATION DESCRIPTION
 AJ3732
 AJ3732'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3732'THE STATION IS LOCATED WITHIN THE TOWN OF CAVE CREEK, TOWNSHIP 06
 AJ3732'NORTH, RANGE 04 EAST, SECTION 10
 AJ3732'OWNERSHIP - PRIVATE
 AJ3732'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3732'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3732'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3732'DRIVE NORTHERLY 3.0 MI (4.8 KM) TO SCHOOL HOUSE ROAD THENCE, TURN LEFT
 AJ3732'(NORTH) ONTO SCHOOL HOUSE ROAD AND DRIVE 1.4 MI (2.3 KM) TO FLEMING
 AJ3732'SPRINGS ROAD THENCE, TURN RIGHT (EAST) ONTO FLEMING SPRINGS ROAD AND
 AJ3732'DRIVE NORTHEASTERLY 0.7 MI (1.1 KM) TO ECHO CANYON DRIVE, THENCE TURN
 AJ3732'LEFT (NORTH) ONTO ECHO CANYON DRIVE AND DRIVE 0.8 MI (1.3 KM) AND
 AJ3732'PARK, WALK 10 FEET (3.0 M) WEST TO THE STATION AS DESCRIBED
 AJ3732'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3732'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3732'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3732'WITH A COUNTY LOGO ACCESS COVER STAMPED 1MI1 1999, SURROUNDED WITH A
 AJ3732'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3732'MARKER
 AJ3732'STATION TIES
 AJ3732'10.0 FT (3.0 M) WEST AND PERPENDICULAR TO WEST EDGE OF ROAD
 AJ3732'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3732'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3732'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3732
 AJ3732                          STATION RECOVERY (2002)
 AJ3732
 AJ3732'RECOVERY NOTE BY US POWER SQUADRON 2002
 AJ3732'CONCRETE COLLAR BREAKING UP. CARSONITE MARKER REPLACED WITH WOOD SLAT.
 AJ3732' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3735 ***********************************************************************
 AJ3735  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3735  DESIGNATION -  1MJ3
 AJ3735  PID         -  AJ3735
 AJ3735  STATE/COUNTY-  AZ/MARICOPA
 AJ3735  USGS QUAD   -  HUMBOLDT MTN (1978)
 AJ3735
 AJ3735                         *CURRENT SURVEY CONTROL
 AJ3735  ___________________________________________________________________
 AJ3735* NAD 83(2007)-  33 54 03.78803(N)    111 49 27.87920(W)     ADJUSTED  
 AJ3735* NAVD 88     -      1092.27   (meters)    3583.6    (feet)  GPS OBS   
 AJ3735  ___________________________________________________________________
 AJ3735  EPOCH DATE  -        2007.00
 AJ3735  X           -  -1,970,446.716 (meters)                     COMP
 AJ3735  Y           -  -4,920,387.526 (meters)                     COMP
 AJ3735  Z           -   3,537,935.753 (meters)                     COMP
 AJ3735  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AJ3735  ELLIP HEIGHT-        1064.134 (meters)          (02/10/07) ADJUSTED
 AJ3735  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AJ3735
 AJ3735  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3735  Type    PID    Designation                      North   East  Ellip
 AJ3735  -------------------------------------------------------------------
 AJ3735  NETWORK AJ3735 1MJ3                              0.78   0.69   1.16
 AJ3735  -------------------------------------------------------------------
 AJ3735
 AJ3735.The horizontal coordinates were established by GPS observations
 AJ3735.and adjusted by the National Geodetic Survey in February 2007.
 AJ3735
 AJ3735.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3735.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3735.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3735.The epoch date for horizontal control is a decimal equivalence
 AJ3735.of Year/Month/Day.
 AJ3735
 AJ3735.The orthometric height was determined by GPS observations and a
 AJ3735.high-resolution geoid model.
 AJ3735.The orthometric height was determined by GPS observations and a
 AJ3735.high-resolution geoid model using precise GPS observation and
 AJ3735.processing techniques.
 AJ3735
 AJ3735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3735
 AJ3735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3735
 AJ3735.The ellipsoidal height was determined by GPS observations
 AJ3735.and is referenced to NAD 83.
 AJ3735
 AJ3735.The geoid height was determined by GEOID03.
 AJ3735
 AJ3735;                    North         East     Units Scale Factor Converg.
 AJ3735;SPC AZ C     -   321,683.344   221,892.048   MT  0.99990090   +0 03 05.2
 AJ3735;SPC AZ C     - 1,055,391.55    727,992.28   iFT  0.99990090   +0 03 05.2
 AJ3735;UTM  12      - 3,751,490.802   423,778.279   MT  0.99967162   -0 27 35.4
 AJ3735
 AJ3735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3735!SPC AZ C     -   0.99983297  x   0.99990090  =   0.99973389
 AJ3735!UTM  12      -   0.99983297  x   0.99967162  =   0.99950465
 AJ3735
 AJ3735                          SUPERSEDED SURVEY CONTROL
 AJ3735
 AJ3735  NAD 83(1992)-  33 54 03.78748(N)    111 49 27.87844(W) AD(       ) B
 AJ3735  ELLIP H (04/12/01) 1064.158  (m)                       GP(       ) 3 2
 AJ3735
 AJ3735.Superseded values are not recommended for survey control.
 AJ3735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3735.See file dsdata.txt to determine how the superseded data were derived.
 AJ3735
 AJ3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2377851491(NAD 83)
 AJ3735_MARKER: I = METAL ROD
 AJ3735_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3735_STAMPING: 1MJ3 1999
 AJ3735_MARK LOGO: MCDOT 
 AJ3735_PROJECTION: FLUSH
 AJ3735_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3735+STABILITY: POSITION/ELEVATION WELL
 AJ3735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3735+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2007
 AJ3735_ROD/PIPE-DEPTH:  7.0 meters
 AJ3735_SLEEVE-DEPTH  :  0.8 meters
 AJ3735
 AJ3735  HISTORY     - Date     Condition        Report By
 AJ3735  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3735  HISTORY     - 20070426 GOOD             MCDOT
 AJ3735  HISTORY     - 20070811 GOOD             GEOCAC
 AJ3735
 AJ3735                          STATION DESCRIPTION
 AJ3735
 AJ3735'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3735'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3735'NORTH, RANGE 05 EAST, SECTION 34
 AJ3735'OWNERSHIP - NATIONAL FOREST
 AJ3735'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3735'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3735'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3735'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3735'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3735'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3735'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 2.0 MI (3.2 KM) TO FOREST
 AJ3735'SERVICE ROAD 285 THENCE, TURN RIGHT (EAST) ONTO FOREST SERVICE ROAD
 AJ3735'285 AND DRIVE 0.1 MI (0.2 KM) TO THE TOP OF THE HILL (VEER LEFT AT
 AJ3735'FORK)  AND PARK, HIKE WEST TO THE TOP OF THE HILL TO THE STATION AS
 AJ3735'DESCRIBED
 AJ3735'THE STATION AS DESCRIBED
 AJ3735'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3735'COMPRESSED ON A 23 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3735'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3735'WITH A COUNTY LOGO ACCESS COVER STAMPED 1MJ3 1999, SURROUNDED WITH A
 AJ3735'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3735'MARKER
 AJ3735'STATION TIES
 AJ3735'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3735'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3735'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3735
 AJ3735                          STATION RECOVERY (2007)
 AJ3735
 AJ3735'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3735'RECOVERED IN GOOD CONDITION.
 AJ3735
 AJ3735                          STATION RECOVERY (2007)
 AJ3735
 AJ3735'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3722 ***********************************************************************
 AJ3722  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3722  DESIGNATION -  1ND2
 AJ3722  PID         -  AJ3722
 AJ3722  STATE/COUNTY-  AZ/MARICOPA
 AJ3722  USGS QUAD   -  NEW RIVER (1981)
 AJ3722
 AJ3722                         *CURRENT SURVEY CONTROL
 AJ3722  ___________________________________________________________________
 AJ3722* NAD 83(2007)-  33 55 39.05795(N)    112 09 03.35482(W)     ADJUSTED  
 AJ3722* NAVD 88     -       649.13   (meters)    2129.7    (feet)  GPS OBS   
 AJ3722  ___________________________________________________________________
 AJ3722  EPOCH DATE  -        2007.00
 AJ3722  X           -  -1,997,698.723 (meters)                     COMP
 AJ3722  Y           -  -4,907,220.138 (meters)                     COMP
 AJ3722  Z           -   3,540,124.469 (meters)                     COMP
 AJ3722  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 AJ3722  ELLIP HEIGHT-         620.346 (meters)          (02/10/07) ADJUSTED
 AJ3722  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AJ3722
 AJ3722  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3722  Type    PID    Designation                      North   East  Ellip
 AJ3722  -------------------------------------------------------------------
 AJ3722  NETWORK AJ3722 1ND2                              0.59   0.49   0.92
 AJ3722  -------------------------------------------------------------------
 AJ3722
 AJ3722.The horizontal coordinates were established by GPS observations
 AJ3722.and adjusted by the National Geodetic Survey in February 2007.
 AJ3722
 AJ3722.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3722.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3722.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3722.The epoch date for horizontal control is a decimal equivalence
 AJ3722.of Year/Month/Day.
 AJ3722
 AJ3722.The orthometric height was determined by GPS observations and a
 AJ3722.high-resolution geoid model.
 AJ3722.The orthometric height was determined by GPS observations and a
 AJ3722.high-resolution geoid model using precise GPS observation and
 AJ3722.processing techniques.
 AJ3722
 AJ3722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3722
 AJ3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3722
 AJ3722.The ellipsoidal height was determined by GPS observations
 AJ3722.and is referenced to NAD 83.
 AJ3722
 AJ3722.The geoid height was determined by GEOID03.
 AJ3722
 AJ3722;                    North         East     Units Scale Factor Converg.
 AJ3722;SPC AZ C     -   324,639.328   191,701.235   MT  0.99990578   -0 07 50.7
 AJ3722;SPC AZ C     - 1,065,089.66    628,941.06   iFT  0.99990578   -0 07 50.7
 AJ3722;UTM  12      - 3,754,715.548   393,621.024   MT  0.99973950   -0 38 32.8
 AJ3722
 AJ3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3722!SPC AZ C     -   0.99990262  x   0.99990578  =   0.99980841
 AJ3722!UTM  12      -   0.99990262  x   0.99973950  =   0.99964215
 AJ3722
 AJ3722                          SUPERSEDED SURVEY CONTROL
 AJ3722
 AJ3722  NAD 83(1992)-  33 55 39.05730(N)    112 09 03.35420(W) AD(       ) B
 AJ3722  ELLIP H (04/12/01)  620.350  (m)                       GP(       ) 3 2
 AJ3722
 AJ3722.Superseded values are not recommended for survey control.
 AJ3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3722.See file dsdata.txt to determine how the superseded data were derived.
 AJ3722
 AJ3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9362154716(NAD 83)
 AJ3722_MARKER: I = METAL ROD
 AJ3722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3722+WITH SETTING: INFORMATION.
 AJ3722_STAMPING: 1ND2 1999
 AJ3722_MARK LOGO: MCDOT 
 AJ3722_PROJECTION: FLUSH
 AJ3722_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3722+STABILITY: POSITION/ELEVATION WELL
 AJ3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3722+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AJ3722_ROD/PIPE-DEPTH:  1.2 meters
 AJ3722_SLEEVE-DEPTH  :  0.8 meters
 AJ3722
 AJ3722  HISTORY     - Date     Condition        Report By
 AJ3722  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3722  HISTORY     - 20050831 GOOD             EVANS
 AJ3722
 AJ3722                          STATION DESCRIPTION
 AJ3722
 AJ3722'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3722'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3722'NORTH, RANGE 02 EAST, SECTION 27
 AJ3722'OWNERSHIP - PRIVATE
 AJ3722'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND NEW RIVER ROAD,
 AJ3722'(EXIT 232), DRIVE WEST ON NEW RIVER ROAD FOR 0.3 MI (0.5 KM) TO A
 AJ3722'UNMARKED DIRT ROAD ON THE RIGHT (NORTH), THENCE TURN RIGHT (NORTH)
 AJ3722'ONTO AN UNNAMED DIRT ROAD AND DRIVE .25 MI (0.40 KM) TO FORK OR
 AJ3722'JUNCTION, THENCE KEEP RIGHT (NORTH) AT THE JUNCTION AND DRIVE 0.6 MI
 AJ3722'(1.0 KM) TO AN UNNAMED DIRT ROAD THENCE, TURN RIGHT (NORTH) ONTO THE
 AJ3722'UNNAMED DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO AN UNNAMED DIRT ROAD,
 AJ3722'THENCE TURN LEFT (WEST) ONTO UNNAMED DIRT ROAD AND DRIVE 400 FT (121.9
 AJ3722'M) KEEPING TO THE LEFT (SOUTH) AT TWO SMALLER ROADS TURNING RIGHT
 AJ3722'(NORTH), PARK AND WALK 10 FT (3.0 M) SOUTH TO THE STATION AS DESCRIBED
 AJ3722'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3722'COMPRESSED ON A 4.0 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3722'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3722'WITH A COUNTY LOGO ACCESS COVER STAMPED 1ND2 1999, SURROUNDED WITH A
 AJ3722'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3722'MARKER
 AJ3722'STATION TIES
 AJ3722'10.0 FEET (3.0 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3722'UNKNOWN DISTANCE TO CARSONITE MARKER
 AJ3722'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3722'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3722
 AJ3722                          STATION RECOVERY (2005)
 AJ3722
 AJ3722'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 AJ3722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3744 ***********************************************************************
 AJ3744  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3744  DESIGNATION -  1NF2
 AJ3744  PID         -  AJ3744
 AJ3744  STATE/COUNTY-  AZ/MARICOPA
 AJ3744  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AJ3744
 AJ3744                         *CURRENT SURVEY CONTROL
 AJ3744  ___________________________________________________________________
 AJ3744* NAD 83(2007)-  33 55 48.58510(N)    112 04 23.43225(W)     ADJUSTED  
 AJ3744* NAVD 88     -       694.61   (meters)    2278.9    (feet)  GPS OBS   
 AJ3744  ___________________________________________________________________
 AJ3744  EPOCH DATE  -        2007.00
 AJ3744  X           -  -1,990,989.959 (meters)                     COMP
 AJ3744  Y           -  -4,909,810.001 (meters)                     COMP
 AJ3744  Z           -   3,540,393.574 (meters)                     COMP
 AJ3744  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 AJ3744  ELLIP HEIGHT-         666.062 (meters)          (02/10/07) ADJUSTED
 AJ3744  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AJ3744
 AJ3744  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3744  Type    PID    Designation                      North   East  Ellip
 AJ3744  -------------------------------------------------------------------
 AJ3744  NETWORK AJ3744 1NF2                              0.71   0.69   1.10
 AJ3744  -------------------------------------------------------------------
 AJ3744
 AJ3744.The horizontal coordinates were established by GPS observations
 AJ3744.and adjusted by the National Geodetic Survey in February 2007.
 AJ3744
 AJ3744.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3744.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3744.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3744.The epoch date for horizontal control is a decimal equivalence
 AJ3744.of Year/Month/Day.
 AJ3744
 AJ3744.The orthometric height was determined by GPS observations and a
 AJ3744.high-resolution geoid model.
 AJ3744.The orthometric height was determined by GPS observations and a
 AJ3744.high-resolution geoid model using precise GPS observation and
 AJ3744.processing techniques.
 AJ3744
 AJ3744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3744
 AJ3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3744
 AJ3744.The ellipsoidal height was determined by GPS observations
 AJ3744.and is referenced to NAD 83.
 AJ3744
 AJ3744.The geoid height was determined by GEOID03.
 AJ3744
 AJ3744;                    North         East     Units Scale Factor Converg.
 AJ3744;SPC AZ C     -   324,919.161   198,890.572   MT  0.99990258   -0 05 14.5
 AJ3744;SPC AZ C     - 1,066,007.75    652,528.12   iFT  0.99990258   -0 05 14.5
 AJ3744;UTM  12      - 3,754,931.126   400,811.323   MT  0.99972128   -0 35 56.7
 AJ3744
 AJ3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3744!SPC AZ C     -   0.99989545  x   0.99990258  =   0.99979804
 AJ3744!UTM  12      -   0.99989545  x   0.99972128  =   0.99961676
 AJ3744
 AJ3744                          SUPERSEDED SURVEY CONTROL
 AJ3744
 AJ3744  NAD 83(1992)-  33 55 48.58449(N)    112 04 23.43170(W) AD(       ) B
 AJ3744  ELLIP H (04/12/01)  666.067  (m)                       GP(       ) 3 2
 AJ3744
 AJ3744.Superseded values are not recommended for survey control.
 AJ3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3744.See file dsdata.txt to determine how the superseded data were derived.
 AJ3744
 AJ3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0081154931(NAD 83)
 AJ3744_MARKER: DD = SURVEY DISK
 AJ3744_SETTING: 80 = SET IN A BOULDER
 AJ3744_MARK LOGO: MCDOT 
 AJ3744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3744+STABILITY: SURFACE MOTION
 AJ3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3744+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3744
 AJ3744  HISTORY     - Date     Condition        Report By
 AJ3744  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3744
 AJ3744                          STATION DESCRIPTION
 AJ3744
 AJ3744'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3744'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3744'NORTH, RANGE 03 EAST, SECTION 20
 AJ3744'OWNERSHIP - PRIVATE
 AJ3744'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND NEW RIVER ROAD,
 AJ3744'(EXIT 232) DRIVE EAST ON NEW RIVER ROAD FOR 3.6 MI (5.8 KM) TO FIG
 AJ3744'SPRINGS ROAD THENCE, TURN LEFT (NORTHEAST) ONTO FIG SPRINGS ROAD AND
 AJ3744'DRIVE 1.4 MI (2.3 KM) TO CENTRAL AVENUE THENCE, CONTINUE AHEAD (EAST)
 AJ3744'ON FIG SPRINGS ROAD FOR 400 FEET (121.9 M) PARK AND WALK NORTH 200 FT
 AJ3744'(60 M) TO THE STATION UP THE HILL AS DESCRIBED
 AJ3744'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3744'COUNTY BRASS DISK, STAMPED 1NF2, SET IN A BOULDER, WITNESSED BY A
 AJ3744'WHITE CARSONITE MARKER
 AJ3744'STATION TIES
 AJ3744'2.4 FEET (0.7 M) WEST OF WHITE CARSONITE MARKER
 AJ3744'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3744'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3738 ***********************************************************************
 AJ3738  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3738  DESIGNATION -  1NJ1
 AJ3738  PID         -  AJ3738
 AJ3738  STATE/COUNTY-  AZ/MARICOPA
 AJ3738  USGS QUAD   -  HUMBOLDT MTN (1978)
 AJ3738
 AJ3738                         *CURRENT SURVEY CONTROL
 AJ3738  ___________________________________________________________________
 AJ3738* NAD 83(2007)-  33 56 56.83946(N)    111 49 48.95395(W)     ADJUSTED  
 AJ3738* NAVD 88     -      1100.19   (meters)    3609.5    (feet)  GPS OBS   
 AJ3738  ___________________________________________________________________
 AJ3738  EPOCH DATE  -        2007.00
 AJ3738  X           -  -1,969,845.186 (meters)                     COMP
 AJ3738  Y           -  -4,917,429.572 (meters)                     COMP
 AJ3738  Z           -   3,542,365.331 (meters)                     COMP
 AJ3738  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ3738  ELLIP HEIGHT-        1072.282 (meters)          (02/10/07) ADJUSTED
 AJ3738  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AJ3738
 AJ3738  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3738  Type    PID    Designation                      North   East  Ellip
 AJ3738  -------------------------------------------------------------------
 AJ3738  NETWORK AJ3738 1NJ1                              0.88   0.76   1.37
 AJ3738  -------------------------------------------------------------------
 AJ3738
 AJ3738.The horizontal coordinates were established by GPS observations
 AJ3738.and adjusted by the National Geodetic Survey in February 2007.
 AJ3738
 AJ3738.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3738.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3738.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3738.The epoch date for horizontal control is a decimal equivalence
 AJ3738.of Year/Month/Day.
 AJ3738
 AJ3738.The orthometric height was determined by GPS observations and a
 AJ3738.high-resolution geoid model.
 AJ3738.The orthometric height was determined by GPS observations and a
 AJ3738.high-resolution geoid model using precise GPS observation and
 AJ3738.processing techniques.
 AJ3738
 AJ3738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3738
 AJ3738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3738
 AJ3738.The ellipsoidal height was determined by GPS observations
 AJ3738.and is referenced to NAD 83.
 AJ3738
 AJ3738.The geoid height was determined by GEOID03.
 AJ3738
 AJ3738;                    North         East     Units Scale Factor Converg.
 AJ3738;SPC AZ C     -   327,014.299   221,346.159   MT  0.99990079   +0 02 53.7
 AJ3738;SPC AZ C     - 1,072,881.56    726,201.31   iFT  0.99990079   +0 02 53.7
 AJ3738;UTM  12      - 3,756,825.198   423,280.128   MT  0.99967256   -0 27 49.3
 AJ3738
 AJ3738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3738!SPC AZ C     -   0.99983170  x   0.99990079  =   0.99973250
 AJ3738!UTM  12      -   0.99983170  x   0.99967256  =   0.99950431
 AJ3738
 AJ3738                          SUPERSEDED SURVEY CONTROL
 AJ3738
 AJ3738  NAD 83(1992)-  33 56 56.83894(N)    111 49 48.95313(W) AD(       ) B
 AJ3738  ELLIP H (04/12/01) 1072.303  (m)                       GP(       ) 3 2
 AJ3738
 AJ3738.Superseded values are not recommended for survey control.
 AJ3738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3738.See file dsdata.txt to determine how the superseded data were derived.
 AJ3738
 AJ3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2328056825(NAD 83)
 AJ3738_MARKER: I = METAL ROD
 AJ3738_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3738+WITH SETTING: INFORMATION.
 AJ3738_STAMPING: 1NJ1 1999
 AJ3738_MARK LOGO: MCDOT 
 AJ3738_PROJECTION: FLUSH
 AJ3738_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3738+STABILITY: POSITION/ELEVATION WELL
 AJ3738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3738+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 AJ3738_ROD/PIPE-DEPTH:  1.1 meters
 AJ3738_SLEEVE-DEPTH  :  0.8 meters
 AJ3738
 AJ3738  HISTORY     - Date     Condition        Report By
 AJ3738  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3738  HISTORY     - 20061216 GOOD             GEOCAC
 AJ3738
 AJ3738                          STATION DESCRIPTION
 AJ3738
 AJ3738'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3738'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3738'NORTH, RANGE 05 EAST, SECTION 15
 AJ3738'OWNERSHIP - NATIONAL FOREST
 AJ3738'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3738'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3738'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3738'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3738'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO WHERE THE
 AJ3738'PAVEMENT ENDS AND IT BECOMES FOREST ROAD 24, THENCE CONTINUE NORTHERLY
 AJ3738'ON FOREST ROAD 24 FOR 6.4 MI (10.3 KM) AND PARK, WALK 58 FEET (17.7 M)
 AJ3738'NORTHEAST TO THE STATION AS DESCRIBED
 AJ3738'THE STATION AS DESCRIBED
 AJ3738'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3738'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3738'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3738'WITH A COUNTY LOGO ACCESS COVER STAMPED 1NJ1 1999, SURROUNDED WITH A
 AJ3738'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3738'MARKER
 AJ3738'STATION TIES
 AJ3738'58.0 FT (17.7 M) NORTHEAST OF FOREST SERVICE ROAD 24
 AJ3738'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3738'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3738'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3738
 AJ3738                          STATION RECOVERY (2006)
 AJ3738
 AJ3738'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AJ3738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3714 ***********************************************************************
 AJ3714  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3714  DESIGNATION -  1NL2
 AJ3714  PID         -  AJ3714
 AJ3714  STATE/COUNTY-  AZ/MARICOPA
 AJ3714  USGS QUAD   -  HORSESHOE DAM (1978)
 AJ3714
 AJ3714                         *CURRENT SURVEY CONTROL
 AJ3714  ___________________________________________________________________
 AJ3714* NAD 83(2007)-  33 55 12.10642(N)    111 43 30.36879(W)     ADJUSTED  
 AJ3714* NAVD 88     -       910.59   (meters)    2987.5    (feet)  GPS OBS   
 AJ3714  ___________________________________________________________________
 AJ3714  EPOCH DATE  -        2007.00
 AJ3714  X           -  -1,961,424.875 (meters)                     COMP
 AJ3714  Y           -  -4,922,564.233 (meters)                     COMP
 AJ3714  Z           -   3,539,581.597 (meters)                     COMP
 AJ3714  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AJ3714  ELLIP HEIGHT-         882.440 (meters)          (02/10/07) ADJUSTED
 AJ3714  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AJ3714
 AJ3714  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3714  Type    PID    Designation                      North   East  Ellip
 AJ3714  -------------------------------------------------------------------
 AJ3714  NETWORK AJ3714 1NL2                              0.96   0.92   1.57
 AJ3714  -------------------------------------------------------------------
 AJ3714
 AJ3714.The horizontal coordinates were established by GPS observations
 AJ3714.and adjusted by the National Geodetic Survey in February 2007.
 AJ3714
 AJ3714.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3714.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3714.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3714.The epoch date for horizontal control is a decimal equivalence
 AJ3714.of Year/Month/Day.
 AJ3714
 AJ3714.The orthometric height was determined by GPS observations and a
 AJ3714.high-resolution geoid model.
 AJ3714.The orthometric height was determined by GPS observations and a
 AJ3714.high-resolution geoid model using precise GPS observation and
 AJ3714.processing techniques.
 AJ3714
 AJ3714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3714
 AJ3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3714
 AJ3714.The ellipsoidal height was determined by GPS observations
 AJ3714.and is referenced to NAD 83.
 AJ3714
 AJ3714.The geoid height was determined by GEOID03.
 AJ3714
 AJ3714;                    North         East     Units Scale Factor Converg.
 AJ3714;SPC AZ C     -   323,800.806   231,072.428   MT  0.99990387   +0 06 24.8
 AJ3714;SPC AZ C     - 1,062,338.60    758,111.64   iFT  0.99990387   +0 06 24.8
 AJ3714;UTM  12      - 3,753,525.750   432,974.996   MT  0.99965538   -0 24 16.7
 AJ3714
 AJ3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3714!SPC AZ C     -   0.99986149  x   0.99990387  =   0.99976537
 AJ3714!UTM  12      -   0.99986149  x   0.99965538  =   0.99951692
 AJ3714
 AJ3714                          SUPERSEDED SURVEY CONTROL
 AJ3714
 AJ3714  NAD 83(1992)-  33 55 12.10592(N)    111 43 30.36794(W) AD(       ) B
 AJ3714  ELLIP H (04/12/01)  882.459  (m)                       GP(       ) 3 2
 AJ3714
 AJ3714.Superseded values are not recommended for survey control.
 AJ3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3714.See file dsdata.txt to determine how the superseded data were derived.
 AJ3714
 AJ3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3297553526(NAD 83)
 AJ3714_MARKER: I = METAL ROD
 AJ3714_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3714_STAMPING: 1NL2 19999
 AJ3714_MARK LOGO: MCDOT 
 AJ3714_PROJECTION: FLUSH
 AJ3714_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3714+STABILITY: POSITION/ELEVATION WELL
 AJ3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3714+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 AJ3714_ROD/PIPE-DEPTH:  6.9 meters
 AJ3714_SLEEVE-DEPTH  :  0.8 meters
 AJ3714
 AJ3714  HISTORY     - Date     Condition        Report By
 AJ3714  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3714  HISTORY     - 20070426 GOOD             MCDOT
 AJ3714
 AJ3714                          STATION DESCRIPTION
 AJ3714
 AJ3714'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3714'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 07
 AJ3714'NORTH, RANGE 06 EAST, SECTION 27
 AJ3714'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3714'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3714'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3714'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3714'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3714'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3714'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3714'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE TURN LEFT (NORTH) ONTO
 AJ3714'HORSESHOE DAM ROAD AND DRIVE 4.2 MI (6.8 KM) TO AN UNMARKED DIRT ROAD,
 AJ3714'THENCE TURN LEFT (NORTHWEST) ONTO UNMARKED DIRT ROAD AND DRIVE FOR 500
 AJ3714'FEET (152.4 M) AND PARK, WALK WEST TO THE STATION AS DESCRIBED
 AJ3714'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3714'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3714'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3714'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 1NL2 1999, SURROUNDED
 AJ3714'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3714'STATION TIES
 AJ3714'20 FEET (6.1 M) WEST OF THE CENTERLINE OF UNMARKED DIRT ROAD
 AJ3714'CARSONITE MARKER GONE
 AJ3714'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3714'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3714
 AJ3714                          STATION RECOVERY (2007)
 AJ3714
 AJ3714'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3715 ***********************************************************************
 AJ3715  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3715  DESIGNATION -  1NM2
 AJ3715  PID         -  AJ3715
 AJ3715  STATE/COUNTY-  AZ/MARICOPA
 AJ3715  USGS QUAD   -  HORSESHOE DAM (1978)
 AJ3715
 AJ3715                         *CURRENT SURVEY CONTROL
 AJ3715  ___________________________________________________________________
 AJ3715* NAD 83(2007)-  33 57 33.54431(N)    111 42 01.39091(W)     ADJUSTED  
 AJ3715* NAVD 88     -       588.42   (meters)    1930.5    (feet)  GPS OBS   
 AJ3715  ___________________________________________________________________
 AJ3715  EPOCH DATE  -        2007.00
 AJ3715  X           -  -1,958,302.648 (meters)                     COMP
 AJ3715  Y           -  -4,920,900.658 (meters)                     COMP
 AJ3715  Z           -   3,543,017.595 (meters)                     COMP
 AJ3715  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ3715  ELLIP HEIGHT-         560.318 (meters)          (02/10/07) ADJUSTED
 AJ3715  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AJ3715
 AJ3715  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3715  Type    PID    Designation                      North   East  Ellip
 AJ3715  -------------------------------------------------------------------
 AJ3715  NETWORK AJ3715 1NM2                              0.74   0.67   1.29
 AJ3715  -------------------------------------------------------------------
 AJ3715
 AJ3715.The horizontal coordinates were established by GPS observations
 AJ3715.and adjusted by the National Geodetic Survey in February 2007.
 AJ3715
 AJ3715.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3715.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3715.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3715.The epoch date for horizontal control is a decimal equivalence
 AJ3715.of Year/Month/Day.
 AJ3715
 AJ3715.The orthometric height was determined by GPS observations and a
 AJ3715.high-resolution geoid model.
 AJ3715.The orthometric height was determined by GPS observations and a
 AJ3715.high-resolution geoid model using precise GPS observation and
 AJ3715.processing techniques.
 AJ3715
 AJ3715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3715
 AJ3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3715
 AJ3715.The ellipsoidal height was determined by GPS observations
 AJ3715.and is referenced to NAD 83.
 AJ3715
 AJ3715.The geoid height was determined by GEOID03.
 AJ3715
 AJ3715;                    North         East     Units Scale Factor Converg.
 AJ3715;SPC AZ C     -   328,162.831   233,348.549   MT  0.99990492   +0 07 14.9
 AJ3715;SPC AZ C     - 1,076,649.71    765,579.23   iFT  0.99990492   +0 07 14.9
 AJ3715;UTM  12      - 3,757,866.179   435,289.409   MT  0.99965162   -0 23 28.5
 AJ3715
 AJ3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3715!SPC AZ C     -   0.99991205  x   0.99990492  =   0.99981697
 AJ3715!UTM  12      -   0.99991205  x   0.99965162  =   0.99956370
 AJ3715
 AJ3715                          SUPERSEDED SURVEY CONTROL
 AJ3715
 AJ3715  NAD 83(1992)-  33 57 33.54382(N)    111 42 01.39002(W) AD(       ) B
 AJ3715  ELLIP H (04/12/01)  560.334  (m)                       GP(       ) 3 2
 AJ3715
 AJ3715.Superseded values are not recommended for survey control.
 AJ3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3715.See file dsdata.txt to determine how the superseded data were derived.
 AJ3715
 AJ3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3528957866(NAD 83)
 AJ3715_MARKER: I = METAL ROD
 AJ3715_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3715_STAMPING: 1NM2 1999
 AJ3715_MARK LOGO: MCDOT 
 AJ3715_PROJECTION: FLUSH
 AJ3715_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3715+STABILITY: POSITION/ELEVATION WELL
 AJ3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3715+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3715_ROD/PIPE-DEPTH:  9.1 meters
 AJ3715_SLEEVE-DEPTH  :  0.8 meters
 AJ3715
 AJ3715  HISTORY     - Date     Condition        Report By
 AJ3715  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3715
 AJ3715                          STATION DESCRIPTION
 AJ3715
 AJ3715'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3715'THE STATION IS LOCATED WITHIN THE TONTO NATIONAL FOREST, TOWNSHIP 07
 AJ3715'NORTH, RANGE 06 EAST, SECTION 8
 AJ3715'OWNERSHIP - UNITED STATES FOREST SERVICE
 AJ3715'TO REACH THE STATION FROM THE JUNCTION SR 101 AND VIA DE VENTURA
 AJ3715'(EXIT43) , PROCEED WEST ON VIA DE VENTURA FOR ABOUT 0.7 MI (1.1 KM) TO
 AJ3715'PIMA ROAD, THENCE TURN RIGHT (NORTH) AND PROCEED ABOUT 20.3 MI (32.7
 AJ3715'KM) ON PIMA ROAD TO CAVE CREEK ROAD, THENCE TURN RIGHT (NORTHEAST)
 AJ3715'ONTO CAVE CREEK ROAD AND DRIVE 4.3 MI (6.9 KM) TO BARTLETT DAM ROAD,
 AJ3715'THENCE TURN RIGHT (SOUTHEAST) ONTO BARTLETT DAM ROAD AND DRIVE 6.3 MI
 AJ3715'(10.1 KM) TO HORSESHOE DAM ROAD, THENCE TURN LEFT (NORTH) ONTO
 AJ3715'HORSESHOE DAM ROAD AND DRIVE 8.2 MI (13.2 KM) TO A CAMPING AREA
 AJ3715'LOCATED ON THE LEFT (SOUTH) , PARK AND WALK TO THE STATION AS
 AJ3715'DESCRIBED
 AJ3715'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3715'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3715'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3715'WITH A COUNTY LOGO ACCESS COVER STAMPED 1NM2 1999, SURROUNDED WITH A
 AJ3715'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3715'MARKER
 AJ3715'STATION TIES
 AJ3715'20 FEET (6.1 M) WEST OF THE CENTERLINE OF UNMARKED DIRT ROAD
 AJ3715'CARSONITE MARKER GONE
 AJ3715'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3715'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3745 ***********************************************************************
 AJ3745  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3745  DESIGNATION -  1OE2
 AJ3745  PID         -  AJ3745
 AJ3745  STATE/COUNTY-  AZ/MARICOPA
 AJ3745  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AJ3745
 AJ3745                         *CURRENT SURVEY CONTROL
 AJ3745  ___________________________________________________________________
 AJ3745* NAD 83(2007)-  33 58 28.55084(N)    112 05 41.16387(W)     ADJUSTED  
 AJ3745* NAVD 88     -       731.26   (meters)    2399.1    (feet)  GPS OBS   
 AJ3745  ___________________________________________________________________
 AJ3745  EPOCH DATE  -        2007.00
 AJ3745  X           -  -1,991,816.041 (meters)                     COMP
 AJ3745  Y           -  -4,906,536.736 (meters)                     COMP
 AJ3745  Z           -   3,544,502.993 (meters)                     COMP
 AJ3745  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 AJ3745  ELLIP HEIGHT-         702.835 (meters)          (02/10/07) ADJUSTED
 AJ3745  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AJ3745
 AJ3745  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3745  Type    PID    Designation                      North   East  Ellip
 AJ3745  -------------------------------------------------------------------
 AJ3745  NETWORK AJ3745 1OE2                              0.73   0.71   1.27
 AJ3745  -------------------------------------------------------------------
 AJ3745
 AJ3745.The horizontal coordinates were established by GPS observations
 AJ3745.and adjusted by the National Geodetic Survey in February 2007.
 AJ3745
 AJ3745.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3745.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3745.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3745.The epoch date for horizontal control is a decimal equivalence
 AJ3745.of Year/Month/Day.
 AJ3745
 AJ3745.The orthometric height was determined by GPS observations and a
 AJ3745.high-resolution geoid model.
 AJ3745.The orthometric height was determined by GPS observations and a
 AJ3745.high-resolution geoid model using precise GPS observation and
 AJ3745.processing techniques.
 AJ3745
 AJ3745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3745
 AJ3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3745
 AJ3745.The ellipsoidal height was determined by GPS observations
 AJ3745.and is referenced to NAD 83.
 AJ3745
 AJ3745.The geoid height was determined by GEOID03.
 AJ3745
 AJ3745;                    North         East     Units Scale Factor Converg.
 AJ3745;SPC AZ C     -   329,850.720   196,902.910   MT  0.99990334   -0 05 58.3
 AJ3745;SPC AZ C     - 1,082,187.40    646,006.92   iFT  0.99990334   -0 05 58.3
 AJ3745;UTM  12      - 3,759,879.364   398,868.158   MT  0.99972608   -0 36 42.6
 AJ3745
 AJ3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3745!SPC AZ C     -   0.99988968  x   0.99990334  =   0.99979303
 AJ3745!UTM  12      -   0.99988968  x   0.99972608  =   0.99961579
 AJ3745
 AJ3745                          SUPERSEDED SURVEY CONTROL
 AJ3745
 AJ3745  NAD 83(1992)-  33 58 28.55023(N)    112 05 41.16325(W) AD(       ) B
 AJ3745  ELLIP H (04/12/01)  702.840  (m)                       GP(       ) 3 2
 AJ3745
 AJ3745.Superseded values are not recommended for survey control.
 AJ3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3745.See file dsdata.txt to determine how the superseded data were derived.
 AJ3745
 AJ3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9886859879(NAD 83)
 AJ3745_MARKER: DD = SURVEY DISK
 AJ3745_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3745_MARK LOGO: MCDOT 
 AJ3745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3745+STABILITY: POSITION/ELEVATION WELL
 AJ3745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3745+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3745
 AJ3745  HISTORY     - Date     Condition        Report By
 AJ3745  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3745
 AJ3745                          STATION DESCRIPTION
 AJ3745
 AJ3745'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3745'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AJ3745'NORTH, RANGE 03 EAST, SECTION 6
 AJ3745'OWNERSHIP - STATE TRUST
 AJ3745'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND TABLE MESA ROAD,
 AJ3745'(EXIT 236) DRIVE EAST ON TABLE MESA ROAD (A DIRT ROAD) FOR 1.2 MI (1.9
 AJ3745'KM) TO A WASH AND FENCE THENCE, CONTINUE AHEAD (EAST) ON TABLE MESA
 AJ3745'ROAD FOR 0.7 MI (1.1 KM) TO A WASH AND SIGN (NO CAMPING) THENCE,
 AJ3745'CONTINUE AHEAD (EAST) ON TABLE MESA ROAD FOR 0.3 MI (0.5 KM) TO A TURN
 AJ3745'OUT ON THE LEFT (NORTH) SIDE OF THE ROAD, THENCE TURN LEFT INTO TURN
 AJ3745'OUT AND PARK, THE STATION IS BETWEEN THE TURN OUT ROAD AND TABLE MESA
 AJ3745'ROAD, MORE PARTICULARLY DESCRIBED AS
 AJ3745'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3745'COUNTY BRASS DISK, STAMPED 1OE2, SET IN A ROCK OUT CROP, WITNESSED BY
 AJ3745'A WHITE CARSONITE MARKER
 AJ3745'STATION TIES
 AJ3745'40 FEET (12.2 M) NORTH OF THE CENTERLINE OF TABLE MESA ROAD IN A ROCK
 AJ3745'OUTCROPPING
 AJ3745'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3745'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3734 ***********************************************************************
 AJ3734  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3734  DESIGNATION -  1OG3
 AJ3734  PID         -  AJ3734
 AJ3734  STATE/COUNTY-  AZ/MARICOPA
 AJ3734  USGS QUAD   -  NEW RIVER MESA (1978)
 AJ3734
 AJ3734                         *CURRENT SURVEY CONTROL
 AJ3734  ___________________________________________________________________
 AJ3734* NAD 83(2007)-  33 59 30.32573(N)    111 59 22.33693(W)     ADJUSTED  
 AJ3734* NAVD 88     -       915.15   (meters)    3002.5    (feet)  GPS OBS   
 AJ3734  ___________________________________________________________________
 AJ3734  EPOCH DATE  -        2007.00
 AJ3734  X           -  -1,982,460.156 (meters)                     COMP
 AJ3734  Y           -  -4,909,341.787 (meters)                     COMP
 AJ3734  Z           -   3,546,184.549 (meters)                     COMP
 AJ3734  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 AJ3734  ELLIP HEIGHT-         887.226 (meters)          (02/10/07) ADJUSTED
 AJ3734  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AJ3734
 AJ3734  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3734  Type    PID    Designation                      North   East  Ellip
 AJ3734  -------------------------------------------------------------------
 AJ3734  NETWORK AJ3734 1OG3                              0.74   0.71   1.23
 AJ3734  -------------------------------------------------------------------
 AJ3734
 AJ3734.The horizontal coordinates were established by GPS observations
 AJ3734.and adjusted by the National Geodetic Survey in February 2007.
 AJ3734
 AJ3734.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3734.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3734.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3734.The epoch date for horizontal control is a decimal equivalence
 AJ3734.of Year/Month/Day.
 AJ3734
 AJ3734.The orthometric height was determined by GPS observations and a
 AJ3734.high-resolution geoid model.
 AJ3734.The orthometric height was determined by GPS observations and a
 AJ3734.high-resolution geoid model using precise GPS observation and
 AJ3734.processing techniques.
 AJ3734
 AJ3734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3734
 AJ3734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3734
 AJ3734.The ellipsoidal height was determined by GPS observations
 AJ3734.and is referenced to NAD 83.
 AJ3734
 AJ3734.The geoid height was determined by GEOID03.
 AJ3734
 AJ3734;                    North         East     Units Scale Factor Converg.
 AJ3734;SPC AZ C     -   331,742.019   206,627.817   MT  0.99990056   -0 02 26.7
 AJ3734;SPC AZ C     - 1,088,392.45    677,912.79   iFT  0.99990056   -0 02 26.7
 AJ3734;UTM  12      - 3,761,683.276   408,607.764   MT  0.99970296   -0 33 11.7
 AJ3734
 AJ3734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3734!SPC AZ C     -   0.99986074  x   0.99990056  =   0.99976131
 AJ3734!UTM  12      -   0.99986074  x   0.99970296  =   0.99956374
 AJ3734
 AJ3734                          SUPERSEDED SURVEY CONTROL
 AJ3734
 AJ3734  NAD 83(1992)-  33 59 30.32518(N)    111 59 22.33631(W) AD(       ) B
 AJ3734  ELLIP H (04/12/01)  887.234  (m)                       GP(       ) 3 2
 AJ3734
 AJ3734.Superseded values are not recommended for survey control.
 AJ3734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3734.See file dsdata.txt to determine how the superseded data were derived.
 AJ3734
 AJ3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0860861683(NAD 83)
 AJ3734_MARKER: DD = SURVEY DISK
 AJ3734_SETTING: 80 = SET IN A BOULDER
 AJ3734_STAMPING: 1OG3 1999
 AJ3734_MARK LOGO: MCDOT 
 AJ3734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3734+STABILITY: SURFACE MOTION
 AJ3734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3734+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3734
 AJ3734  HISTORY     - Date     Condition        Report By
 AJ3734  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3734
 AJ3734                          STATION DESCRIPTION
 AJ3734
 AJ3734'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3734'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3734'NORTH, RANGE 04 EAST, SECTION 31
 AJ3734'OWNERSHIP - NATIONAL FOREST
 AJ3734'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3734'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3734'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3734'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3734'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3734'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3734'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 13.2 MI (21.2 KM) TO FOREST
 AJ3734'SERVICE ROAD 41 (LAT 34 00 32.4, LONG 111 52 47.4), THENCE TURN LEFT
 AJ3734'(WEST) CONTINUING ON FOREST SERVICE ROAD 41 AND DRIVE WESTERLY FOR 6.0
 AJ3734'MI (9.7 KM) TO THE JUNCTION OF FOREST SERVICE ROAD 41 AND FOREST
 AJ3734'SERVICE ROAD 37 THENCE, TURN LEFT (WEST) CONTINUING ON FOREST SERVICE
 AJ3734'ROAD 41 AND DRIVE 2.7 MI (4.3 KM) AND PARK, WALK 30 FEET (9.1 M) NORTH
 AJ3734'TO A GRANITE BOULDER TO THE STATION AS DESCRIBED
 AJ3734'THE STATION AS DESCRIBED
 AJ3734'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3734'COUNTY D.O.T.  BRASS DISK, STAMPED 1OG3 1999, SET IN A BOULDER,
 AJ3734'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3734'STATION TIES
 AJ3734'30.0 FT (9.1 M) NORTH OF AND PERPENDICULAR TO FOREST SERVICE ROAD 41
 AJ3734'UNKNOWN DISTANCE FROM WHITE CARSONITE MARKER
 AJ3734'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3734'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3736 ***********************************************************************
 AJ3736  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3736  DESIGNATION -  1OH3
 AJ3736  PID         -  AJ3736
 AJ3736  STATE/COUNTY-  AZ/MARICOPA
 AJ3736  USGS QUAD   -  COOKS MESA (1967)
 AJ3736
 AJ3736                         *CURRENT SURVEY CONTROL
 AJ3736  ___________________________________________________________________
 AJ3736* NAD 83(2007)-  34 00 17.48956(N)    111 55 12.60059(W)     ADJUSTED  
 AJ3736* NAVD 88     -      1259.14   (meters)    4131.0    (feet)  GPS OBS   
 AJ3736  ___________________________________________________________________
 AJ3736  EPOCH DATE  -        2007.00
 AJ3736  X           -  -1,976,317.826 (meters)                     COMP
 AJ3736  Y           -  -4,911,249.249 (meters)                     COMP
 AJ3736  Z           -   3,547,582.012 (meters)                     COMP
 AJ3736  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AJ3736  ELLIP HEIGHT-        1231.451 (meters)          (02/10/07) ADJUSTED
 AJ3736  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ3736
 AJ3736  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3736  Type    PID    Designation                      North   East  Ellip
 AJ3736  -------------------------------------------------------------------
 AJ3736  NETWORK AJ3736 1OH3                              0.43   0.37   0.92
 AJ3736  -------------------------------------------------------------------
 AJ3736
 AJ3736.The horizontal coordinates were established by GPS observations
 AJ3736.and adjusted by the National Geodetic Survey in February 2007.
 AJ3736
 AJ3736.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3736.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3736.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3736.The epoch date for horizontal control is a decimal equivalence
 AJ3736.of Year/Month/Day.
 AJ3736
 AJ3736.The orthometric height was determined by GPS observations and a
 AJ3736.high-resolution geoid model.
 AJ3736.The orthometric height was determined by GPS observations and a
 AJ3736.high-resolution geoid model using precise GPS observation and
 AJ3736.processing techniques.
 AJ3736
 AJ3736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3736
 AJ3736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3736
 AJ3736.The ellipsoidal height was determined by GPS observations
 AJ3736.and is referenced to NAD 83.
 AJ3736
 AJ3736.The geoid height was determined by GEOID03.
 AJ3736
 AJ3736;                    North         East     Units Scale Factor Converg.
 AJ3736;SPC AZ C     -   333,192.686   213,036.689   MT  0.99990000   -0 00 07.0
 AJ3736;SPC AZ C     - 1,093,151.86    698,939.27   iFT  0.99990000   -0 00 07.0
 AJ3736;UTM  12      - 3,763,076.264   415,028.047   MT  0.99968900   -0 30 52.7
 AJ3736
 AJ3736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3736!SPC AZ C     -   0.99980672  x   0.99990000  =   0.99970674
 AJ3736!UTM  12      -   0.99980672  x   0.99968900  =   0.99949578
 AJ3736
 AJ3736                          SUPERSEDED SURVEY CONTROL
 AJ3736
 AJ3736  NAD 83(1992)-  34 00 17.48908(N)    111 55 12.59995(W) AD(       ) B
 AJ3736  ELLIP H (04/12/01) 1231.461  (m)                       GP(       ) 3 2
 AJ3736
 AJ3736.Superseded values are not recommended for survey control.
 AJ3736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3736.See file dsdata.txt to determine how the superseded data were derived.
 AJ3736
 AJ3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1502863076(NAD 83)
 AJ3736_MARKER: I = METAL ROD
 AJ3736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3736+WITH SETTING: INFORMATION.
 AJ3736_STAMPING: 1OH3 1999
 AJ3736_MARK LOGO: MCDOT 
 AJ3736_PROJECTION: FLUSH
 AJ3736_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3736+STABILITY: POSITION/ELEVATION WELL
 AJ3736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3736+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3736_ROD/PIPE-DEPTH:  1.5 meters
 AJ3736_SLEEVE-DEPTH  :  0.8 meters
 AJ3736
 AJ3736  HISTORY     - Date     Condition        Report By
 AJ3736  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3736
 AJ3736                          STATION DESCRIPTION
 AJ3736
 AJ3736'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3736'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3736'NORTH, RANGE 04 EAST, SECTION 26
 AJ3736'OWNERSHIP - NATIONAL FOREST
 AJ3736'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3736'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3736'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3736'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3736'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3736'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3736'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 13.2 MI (21.2 KM) TO FOREST
 AJ3736'SERVICE ROAD 41 (LAT 34 00 32.4, LONG 111 52 47.4), THENCE TURN LEFT
 AJ3736'(WEST) ONTO FOREST SERVICE ROAD 41 AND DRIVE WESTERLY 2.9 MI (4.7 KM)
 AJ3736'TO FOREST SERVICE ROAD 7 (LAT 34 00 24.8, LONG 111 55 07.6), THENCE
 AJ3736'TURN LEFT (SOUTH) ONTO FOREST SERVICE ROAD 7 AND DRIVE 1.6 MI (2.6 KM)
 AJ3736'AND PARK, WALK 37 FEET (11.3 M) NORTHWEST TO THE STATION AS DESCRIBED
 AJ3736'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3736'COMPRESSED ON A 5.0 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3736'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3736'WITH A COUNTY LOGO ACCESS COVER STAMPED 1OH3 1999, SURROUNDED WITH A
 AJ3736'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3736'MARKER
 AJ3736'STATION TIES
 AJ3736'37.0 FT (11.3 M) NORTHWEST OF THE CENTERLINE OF FOREST SERVICE ROAD 7
 AJ3736'3.7 FT (1.1 M) EAST OF WHITE CARSONITE MARKER
 AJ3736'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3736'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3737 ***********************************************************************
 AJ3737  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3737  DESIGNATION -  1OI2
 AJ3737  PID         -  AJ3737
 AJ3737  STATE/COUNTY-  AZ/MARICOPA
 AJ3737  USGS QUAD   -  HUMBOLDT MTN (1978)
 AJ3737
 AJ3737                         *CURRENT SURVEY CONTROL
 AJ3737  ___________________________________________________________________
 AJ3737* NAD 83(2007)-  33 59 26.07776(N)    111 52 22.33693(W)     ADJUSTED  
 AJ3737* NAVD 88     -      1190.79   (meters)    3906.8    (feet)  GPS OBS   
 AJ3737  ___________________________________________________________________
 AJ3737  EPOCH DATE  -        2007.00
 AJ3737  X           -  -1,972,572.040 (meters)                     COMP
 AJ3737  Y           -  -4,913,648.500 (meters)                     COMP
 AJ3737  Z           -   3,546,230.233 (meters)                     COMP
 AJ3737  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AJ3737  ELLIP HEIGHT-        1163.085 (meters)          (02/10/07) ADJUSTED
 AJ3737  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AJ3737
 AJ3737  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3737  Type    PID    Designation                      North   East  Ellip
 AJ3737  -------------------------------------------------------------------
 AJ3737  NETWORK AJ3737 1OI2                              0.69   0.61   1.25
 AJ3737  -------------------------------------------------------------------
 AJ3737
 AJ3737.The horizontal coordinates were established by GPS observations
 AJ3737.and adjusted by the National Geodetic Survey in February 2007.
 AJ3737
 AJ3737.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3737.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3737.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3737.The epoch date for horizontal control is a decimal equivalence
 AJ3737.of Year/Month/Day.
 AJ3737
 AJ3737.The orthometric height was determined by GPS observations and a
 AJ3737.high-resolution geoid model.
 AJ3737.The orthometric height was determined by GPS observations and a
 AJ3737.high-resolution geoid model using precise GPS observation and
 AJ3737.processing techniques.
 AJ3737
 AJ3737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3737
 AJ3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3737
 AJ3737.The ellipsoidal height was determined by GPS observations
 AJ3737.and is referenced to NAD 83.
 AJ3737
 AJ3737.The geoid height was determined by GEOID03.
 AJ3737
 AJ3737;                    North         East     Units Scale Factor Converg.
 AJ3737;SPC AZ C     -   331,609.615   217,406.061   MT  0.99990020   +0 01 28.1
 AJ3737;SPC AZ C     - 1,087,958.05    713,274.48   iFT  0.99990020   +0 01 28.1
 AJ3737;UTM  12      - 3,761,454.516   419,382.143   MT  0.99968012   -0 29 16.8
 AJ3737
 AJ3737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3737!SPC AZ C     -   0.99981745  x   0.99990020  =   0.99971767
 AJ3737!UTM  12      -   0.99981745  x   0.99968012  =   0.99949763
 AJ3737
 AJ3737                          SUPERSEDED SURVEY CONTROL
 AJ3737
 AJ3737  NAD 83(1992)-  33 59 26.07721(N)    111 52 22.33608(W) AD(       ) B
 AJ3737  ELLIP H (04/12/01) 1163.105  (m)                       GP(       ) 3 2
 AJ3737
 AJ3737.Superseded values are not recommended for survey control.
 AJ3737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3737.See file dsdata.txt to determine how the superseded data were derived.
 AJ3737
 AJ3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1938261455(NAD 83)
 AJ3737_MARKER: DD = SURVEY DISK
 AJ3737_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3737_STAMPING: 1OI2 1999
 AJ3737_MARK LOGO: MCDOT 
 AJ3737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3737+STABILITY: POSITION/ELEVATION WELL
 AJ3737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3737+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2008
 AJ3737
 AJ3737  HISTORY     - Date     Condition        Report By
 AJ3737  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3737  HISTORY     - 20080929 GOOD             GEOCAC
 AJ3737
 AJ3737                          STATION DESCRIPTION
 AJ3737
 AJ3737'DESCRIBED BY MARICOPA CO DOT 1999 (GH)
 AJ3737'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3737'NORTH, RANGE 05 EAST, SECTION 32
 AJ3737'OWNERSHIP - NATIONAL FOREST
 AJ3737'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND CAREFREE HWY (SR
 AJ3737'74) (EXIT 223) , DRIVE EAST ON THE CAREFREE HWY 10.0 MI (16.1 KM) TO
 AJ3737'CAVE CREEK ROAD THENCE, TURN LEFT (NORTH) ONTO CAVE CREEK ROAD AND
 AJ3737'DRIVE NORTHERLY 6.5 MI (10.5 KM) TO PIMA ROAD THENCE, CONTINUE
 AJ3737'NORTHERLY ON CAVE CREEK ROAD FOR 6.7 MI (10.8 KM) TO THE POINT WHERE
 AJ3737'THE ASPHALT ENDS AND FOREST SERVICE ROAD 24 BEGINS THENCE, CONTINUE
 AJ3737'NORTHERLY ON FOREST SERVICE ROAD 24 FOR 9.7 MI (15.6 KM) TO SEVEN
 AJ3737'SPRINGS CAMPGROUND AREA THENCE, CONTINUING FROM SEVEN SPRINGS
 AJ3737'CAMPGROUND AREA ON FOREST SERVICE ROAD 24 DRIVE NORTHERLY 1.8 MI (2.9
 AJ3737'KM) TO AN UNMARKED DIRT ROAD (LAT 33 59 24.4, LONG 111 52 17.5)
 AJ3737',THENCE TURN LEFT (WEST) AND DRIVE 0.1 MI (0.2 KM) AND PARK, WALK 150
 AJ3737'FEET (45.7 M) NORTH TO THE STATION AS DESCRIBED
 AJ3737'THE STATION AS DESCRIBED
 AJ3737'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3737'COUNTY D.O.T.  BRASS DISK, STAMPED 1OI2 1999, SET IN A BEDROCK,
 AJ3737'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3737'STATION TIES
 AJ3737'150 FT (45.7 M) NORTH OF DIRT ROAD
 AJ3737'4.0 FT (1.2 M) SOUTHEAST OF WHITE CARSONITE MARKER
 AJ3737'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3737'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3737
 AJ3737                          STATION RECOVERY (2008)
 AJ3737
 AJ3737'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3723 ***********************************************************************
 AJ3723  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3723  DESIGNATION -  1PD5
 AJ3723  PID         -  AJ3723
 AJ3723  STATE/COUNTY-  AZ/MARICOPA
 AJ3723  USGS QUAD   -  BLACK CANYON CITY (1969)
 AJ3723
 AJ3723                         *CURRENT SURVEY CONTROL
 AJ3723  ___________________________________________________________________
 AJ3723* NAD 83(2007)-  34 02 08.93594(N)    112 08 48.19057(W)     ADJUSTED  
 AJ3723* NAVD 88     -       642.73   (meters)    2108.7    (feet)  GPS OBS   
 AJ3723  ___________________________________________________________________
 AJ3723  EPOCH DATE  -        2007.00
 AJ3723  X           -  -1,994,804.693 (meters)                     COMP
 AJ3723  Y           -  -4,901,142.906 (meters)                     COMP
 AJ3723  Z           -   3,550,083.318 (meters)                     COMP
 AJ3723  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 AJ3723  ELLIP HEIGHT-         614.397 (meters)          (02/10/07) ADJUSTED
 AJ3723  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AJ3723
 AJ3723  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3723  Type    PID    Designation                      North   East  Ellip
 AJ3723  -------------------------------------------------------------------
 AJ3723  NETWORK AJ3723 1PD5                              0.55   0.49   1.00
 AJ3723  -------------------------------------------------------------------
 AJ3723
 AJ3723.The horizontal coordinates were established by GPS observations
 AJ3723.and adjusted by the National Geodetic Survey in February 2007.
 AJ3723
 AJ3723.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3723.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3723.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3723.The epoch date for horizontal control is a decimal equivalence
 AJ3723.of Year/Month/Day.
 AJ3723
 AJ3723.The orthometric height was determined by GPS observations and a
 AJ3723.high-resolution geoid model.
 AJ3723.The orthometric height was determined by GPS observations and a
 AJ3723.high-resolution geoid model using precise GPS observation and
 AJ3723.processing techniques.
 AJ3723
 AJ3723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3723
 AJ3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3723
 AJ3723.The ellipsoidal height was determined by GPS observations
 AJ3723.and is referenced to NAD 83.
 AJ3723
 AJ3723.The geoid height was determined by GEOID03.
 AJ3723
 AJ3723;                    North         East     Units Scale Factor Converg.
 AJ3723;SPC AZ C     -   336,650.079   192,117.636   MT  0.99990556   -0 07 43.5
 AJ3723;SPC AZ C     - 1,104,495.01    630,307.20   iFT  0.99990556   -0 07 43.5
 AJ3723;UTM  12      - 3,766,720.092   394,144.734   MT  0.99973813   -0 38 30.8
 AJ3723
 AJ3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3723!SPC AZ C     -   0.99990356  x   0.99990556  =   0.99980913
 AJ3723!UTM  12      -   0.99990356  x   0.99973813  =   0.99964171
 AJ3723
 AJ3723                          SUPERSEDED SURVEY CONTROL
 AJ3723
 AJ3723  NAD 83(1992)-  34 02 08.93532(N)    112 08 48.18990(W) AD(       ) B
 AJ3723  ELLIP H (04/12/01)  614.403  (m)                       GP(       ) 3 2
 AJ3723
 AJ3723.Superseded values are not recommended for survey control.
 AJ3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3723.See file dsdata.txt to determine how the superseded data were derived.
 AJ3723
 AJ3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9414566720(NAD 83)
 AJ3723_MARKER: DD = SURVEY DISK
 AJ3723_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3723_STAMPING: NOT STAMPED
 AJ3723_MARK LOGO: MCDOT 
 AJ3723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3723+STABILITY: POSITION/ELEVATION WELL
 AJ3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3723+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3723
 AJ3723  HISTORY     - Date     Condition        Report By
 AJ3723  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3723
 AJ3723                          STATION DESCRIPTION
 AJ3723
 AJ3723'DESCRIBED BY MARICOPA CO DOT 1999 (CC)
 AJ3723'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 08
 AJ3723'NORTH, RANGE 02 EAST, SECTION 15
 AJ3723'OWNERSHIP - ADOT RIGHT OF WAY
 AJ3723'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND ROCK SPRINGS ROAD,
 AJ3723'(EXIT 242), DRIVE SOUTH ON I-17 FOR 2.5 MI (4.0 KM) TO A DIRT ROAD
 AJ3723'TURN AROUND IN THE MIDDLE OF I-17 ON THE LEFT (JUST OF A LARGE HILL IN
 AJ3723'THE MIDDLE OF THE HIGHWAY), THENCE TURN LEFT (EAST) INTO MEDIAN ON THE
 AJ3723'TURN AROUND (BE VERY CAREFUL MERGE OFF THE HIGHWAY), PARK IN DIRT TURN
 AJ3723'AROUND AREA AND STATION IS 350 FT (106.7 M) UPHILL TO THE MOUNTAIN
 AJ3723'LEDGE, LOCATED BETWEEN I-17 SOUTHBOUND AND I-17 NORTHBOUND, TO THE
 AJ3723'STATION AS DESCRIBED
 AJ3723'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3723'COUNTY BRASS DISK, STAMPED 1PD5, SET IN A ROCK LEDGE, WITNESSED BY A
 AJ3723'WHITE CARSONITE MARKER
 AJ3723'STATION TIES
 AJ3723'350 FT (106.7 M) NORTH OF DIRT TURN AROUND, BETWEEN THE NORTH AND
 AJ3723'SOUTH BOUND LANES OF INTERSTATE 17 (BLACK CANYON HIGHWAY)
 AJ3723'UNKNOWN DISTANCE TO CARSONITE MARKER
 AJ3723'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3723'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0438 ***********************************************************************
 CY0438  DESIGNATION -  2
 CY0438  PID         -  CY0438
 CY0438  STATE/COUNTY-  AZ/COCHISE
 CY0438  USGS QUAD   -  RAILROAD PASS (1979)
 CY0438
 CY0438                         *CURRENT SURVEY CONTROL
 CY0438  ___________________________________________________________________
 CY0438* NAD 83(1986)-  32 21 46.     (N)    109 37 39.     (W)     SCALED    
 CY0438* NAVD 88     -      1235.40   (+/-2cm)    4053.1    (feet)  VERTCON   
 CY0438  ___________________________________________________________________
 CY0438  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0438
 CY0438.The horizontal coordinates were scaled from a topographic map and have
 CY0438.an estimated accuracy of +/- 6 seconds.
 CY0438
 CY0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0438.The vertical order pertains to the NGVD 29 superseded value.
 CY0438
 CY0438.The geoid height was determined by GEOID03.
 CY0438
 CY0438;                    North         East    Units  Estimated Accuracy
 CY0438;SPC AZ E     -   151,220.      264,100.      MT  (+/- 180 meters Scaled)
 CY0438
 CY0438                          SUPERSEDED SURVEY CONTROL
 CY0438
 CY0438  NGVD 29 (??/??/92) 1234.591  (m)         4050.49   (f) ADJ UNCH    1 2
 CY0438
 CY0438.Superseded values are not recommended for survey control.
 CY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0438.See file dsdata.txt to determine how the superseded data were derived.
 CY0438
 CY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA291814(NAD 83)
 CY0438_MARKER: DD = SURVEY DISK
 CY0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0438_SP_SET: BRIDGE
 CY0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0438
 CY0438  HISTORY     - Date     Condition        Report By
 CY0438  HISTORY     - UNK      MONUMENTED       AZHD
 CY0438  HISTORY     - 1960     GOOD             NGS
 CY0438
 CY0438                          STATION DESCRIPTION
 CY0438
 CY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0438'8.7 MI W FROM BOWIE.
 CY0438'7.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0438'STATION AT BOWIE, COCHISE COUNTY, THENCE 1.3 MILES NORTHWEST ALONG
 CY0438'STATE HIGHWAY 86, 0.25 MILE EAST OF HIGHWAY MILEPOST 343, 0.2 MILE
 CY0438'WEST OF THE EAST LEG OF THE Y INTERSECTION OF U.S. HIGHWAY 666, AT A
 CY0438'BRIDGE CARRYING THE WESTBOUND TRAFFIC LANE OF HIGHWAY 86 OVER A DEEP
 CY0438'WASH, IN THE TOP OF THE WEST END OF THE BASE OF THE SOUTH RAILING,
 CY0438'18.4 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 21 FEET EAST OF THE
 CY0438'WEST END OF THE BRIDGE AND 0.6 FOOT HIGHER THAN THE HIGHWAY.  AN
 CY0438'ARIZONA HIGHWAY DEPARTMENT STANDARD DISK, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1116 ***********************************************************************
 CZ1116  DESIGNATION -  2
 CZ1116  PID         -  CZ1116
 CZ1116  STATE/COUNTY-  AZ/PINAL
 CZ1116  USGS QUAD   -  STANFIELD (1992)
 CZ1116
 CZ1116                         *CURRENT SURVEY CONTROL
 CZ1116  ___________________________________________________________________
 CZ1116* NAD 83(1986)-  32 52 45.     (N)    111 59 08.     (W)     SCALED    
 CZ1116* NAVD 88     -       398.25   (+/-2cm)    1306.6    (feet)  VERTCON   
 CZ1116  ___________________________________________________________________
 CZ1116  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1116
 CZ1116.The horizontal coordinates were scaled from a topographic map and have
 CZ1116.an estimated accuracy of +/- 6 seconds.
 CZ1116
 CZ1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1116.The vertical order pertains to the NGVD 29 superseded value.
 CZ1116
 CZ1116.The geoid height was determined by GEOID03.
 CZ1116
 CZ1116;                    North         East    Units  Estimated Accuracy
 CZ1116;SPC AZ C     -   208,350.      206,910.      MT  (+/- 180 meters Scaled)
 CZ1116
 CZ1116                          SUPERSEDED SURVEY CONTROL
 CZ1116
 CZ1116  NGVD 29 (??/??/92)  397.668  (m)         1304.68   (f) ADJ UNCH    2 0
 CZ1116
 CZ1116.Superseded values are not recommended for survey control.
 CZ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1116.See file dsdata.txt to determine how the superseded data were derived.
 CZ1116
 CZ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB078383(NAD 83)
 CZ1116_MARKER: DD = SURVEY DISK
 CZ1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1116_SP_SET: CULVERT
 CZ1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1116
 CZ1116  HISTORY     - Date     Condition        Report By
 CZ1116  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1116  HISTORY     - 1952     GOOD             NGS
 CZ1116  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1116
 CZ1116                          STATION DESCRIPTION
 CZ1116
 CZ1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1116'0.8 MI W FROM STANFIELD.
 CZ1116'0.8 MILE WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1116'STANFIELD, AT A TWIN 6 BY 6 FOOT CONCRETE BOX CULVERT, IN THE TOP OF
 CZ1116'THE WEST END OF THE SOUTH CONCRETE HEADWALL, 14.7 FEET SOUTH OF THE
 CZ1116'CENTER LINE OF THE HIGHWAY, 2.1 FEET EAST OF THE WEST END OF THE
 CZ1116'HEADWALL, AND ABOUT 0.8 FOOT HIGHER THAN THE HIGHWAY.
 CZ1116
 CZ1116                          STATION RECOVERY (1963)
 CZ1116
 CZ1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0770 ***********************************************************************
 CZ0770  DESIGNATION -  2
 CZ0770  PID         -  CZ0770
 CZ0770  STATE/COUNTY-  AZ/PIMA
 CZ0770  USGS QUAD   -  THREE POINTS (1992)
 CZ0770
 CZ0770                         *CURRENT SURVEY CONTROL
 CZ0770  ___________________________________________________________________
 CZ0770* NAD 83(1986)-  32 04 12.     (N)    111 21 28.     (W)     SCALED    
 CZ0770* NAVD 88     -       784.46   (+/-2cm)    2573.7    (feet)  VERTCON   
 CZ0770  ___________________________________________________________________
 CZ0770  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0770
 CZ0770.The horizontal coordinates were scaled from a topographic map and have
 CZ0770.an estimated accuracy of +/- 6 seconds.
 CZ0770
 CZ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0770.The vertical order pertains to the NGVD 29 superseded value.
 CZ0770
 CZ0770.The geoid height was determined by GEOID03.
 CZ0770
 CZ0770;                    North         East    Units  Estimated Accuracy
 CZ0770;SPC AZ C     -   118,770.      266,130.      MT  (+/- 180 meters Scaled)
 CZ0770
 CZ0770                          SUPERSEDED SURVEY CONTROL
 CZ0770
 CZ0770  NGVD 29 (??/??/92)  783.773  (m)         2571.43   (f) ADJ UNCH    2 0
 CZ0770
 CZ0770.Superseded values are not recommended for survey control.
 CZ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0770.See file dsdata.txt to determine how the superseded data were derived.
 CZ0770
 CZ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA662482(NAD 83)
 CZ0770_MARKER: DD = SURVEY DISK
 CZ0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0770_SP_SET: CULVERT
 CZ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0770
 CZ0770  HISTORY     - Date     Condition        Report By
 CZ0770  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0770  HISTORY     - 1951     GOOD             NGS
 CZ0770  HISTORY     - 19970306 GOOD             USPSQD
 CZ0770
 CZ0770                          STATION DESCRIPTION
 CZ0770
 CZ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0770'25.0 MI SW FROM TUCSON.
 CZ0770'25 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0770'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE SOUTHEAST
 CZ0770'HEADWALL OF A 4 BY 10 FOOT CONCRETE CULVERT, 13 YARDS NORTHWEST OF A
 CZ0770'TELEPHONE POLE, 16 FEET SOUTH EAST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0770'AND ABOUT FLUSH WITH THE HIGHWAY.
 CZ0770
 CZ0770                          STATION RECOVERY (1997)
 CZ0770
 CZ0770'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1256 ***********************************************************************
 DV1256  DESIGNATION -  2
 DV1256  PID         -  DV1256
 DV1256  STATE/COUNTY-  AZ/MARICOPA
 DV1256  USGS QUAD   -  UNION HILLS (1981)
 DV1256
 DV1256                         *CURRENT SURVEY CONTROL
 DV1256  ___________________________________________________________________
 DV1256* NAD 83(1986)-  33 37 57.     (N)    112 07 00.     (W)     SCALED    
 DV1256* NAVD 88     -       403.652  (meters)    1324.31   (feet)  ADJUSTED  
 DV1256  ___________________________________________________________________
 DV1256  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DV1256  DYNAMIC HT  -         403.182 (meters)    1322.77  (feet)  COMP
 DV1256  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 DV1256
 DV1256  VERT ORDER  -  FIRST     CLASS II
 DV1256
 DV1256.The horizontal coordinates were scaled from a topographic map and have
 DV1256.an estimated accuracy of +/- 6 seconds.
 DV1256
 DV1256.The orthometric height was determined by differential leveling
 DV1256.and adjusted in June 1991.
 DV1256
 DV1256.The geoid height was determined by GEOID03.
 DV1256
 DV1256.The dynamic height is computed by dividing the NAVD 88
 DV1256.geopotential number by the normal gravity value computed on the
 DV1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1256.degrees latitude (g = 980.6199 gals.).
 DV1256
 DV1256.The modeled gravity was interpolated from observed gravity values.
 DV1256
 DV1256;                    North         East    Units  Estimated Accuracy
 DV1256;SPC AZ C     -   291,910.      194,810.      MT  (+/- 180 meters Scaled)
 DV1256
 DV1256                          SUPERSEDED SURVEY CONTROL
 DV1256
 DV1256.No superseded survey control is available for this station.
 DV1256
 DV1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964219(NAD 83)
 DV1256_MARKER: DB = BENCH MARK DISK
 DV1256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1256_SP_SET: HEADWALL
 DV1256_STAMPING: 2
 DV1256_MARK LOGO: AZDT  
 DV1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1256
 DV1256  HISTORY     - Date     Condition        Report By
 DV1256  HISTORY     - UNK      MONUMENTED       AZDT
 DV1256  HISTORY     - 1981     GOOD             NGS
 DV1256  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1256  HISTORY     - 20060309 GOOD             GEOCAC
 DV1256
 DV1256                          STATION DESCRIPTION
 DV1256
 DV1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1256'17.4 KM (10.8 MI) NORTH FROM PHOENIX.
 DV1256'17.4 KM (10.8 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1256'INTERSECTION OF GRAND AVENUE AT PHOENIX, IN TOP AND CENTER OF THE WEST
 DV1256'HEADWALL OF A 3-CHANNEL CULVERT, 5 METERS (16.4 FT) WEST OF THE
 DV1256'CENTERLINE OF THE WEST FRONTAGE ROAD.
 DV1256'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1256
 DV1256                          STATION RECOVERY (2004)
 DV1256
 DV1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1256'NOT FOUND.  REPLACED WITH NEW MARKER. ARIZONA HIGHWAY DEPARTMENT.
 DV1256
 DV1256                          STATION RECOVERY (2006)
 DV1256
 DV1256'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV1256'THE DISK IS STAMPED WITH ARIZONA HIGHWAY DEPT  2  19.
 DV1256'I HAVE PICTURES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0236 ***********************************************************************
 CG0236  DESIGNATION -  2
 CG0236  PID         -  CG0236
 CG0236  STATE/COUNTY-  AZ/PIMA
 CG0236  USGS QUAD   -  SAHUARITA (1981)
 CG0236
 CG0236                         *CURRENT SURVEY CONTROL
 CG0236  ___________________________________________________________________
 CG0236* NAD 83(1986)-  31 58 28.     (N)    110 57 16.     (W)     SCALED    
 CG0236* NAVD 88     -       820.332  (meters)    2691.37   (feet)  ADJUSTED  
 CG0236  ___________________________________________________________________
 CG0236  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0236  DYNAMIC HT  -         819.159 (meters)    2687.52  (feet)  COMP
 CG0236  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 CG0236
 CG0236  VERT ORDER  -  FIRST     CLASS II
 CG0236
 CG0236.The horizontal coordinates were scaled from a topographic map and have
 CG0236.an estimated accuracy of +/- 6 seconds.
 CG0236
 CG0236.The orthometric height was determined by differential leveling
 CG0236.and adjusted in June 1991.
 CG0236
 CG0236.The geoid height was determined by GEOID03.
 CG0236
 CG0236.The dynamic height is computed by dividing the NAVD 88
 CG0236.geopotential number by the normal gravity value computed on the
 CG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0236.degrees latitude (g = 980.6199 gals.).
 CG0236
 CG0236.The modeled gravity was interpolated from observed gravity values.
 CG0236
 CG0236;                    North         East    Units  Estimated Accuracy
 CG0236;SPC AZ C     -   108,440.      304,300.      MT  (+/- 180 meters Scaled)
 CG0236
 CG0236                          SUPERSEDED SURVEY CONTROL
 CG0236
 CG0236  NGVD 29 (??/??/92)  819.714  (m)         2689.34   (f) ADJ UNCH    1 2
 CG0236
 CG0236.Superseded values are not recommended for survey control.
 CG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0236.See file dsdata.txt to determine how the superseded data were derived.
 CG0236
 CG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA043376(NAD 83)
 CG0236_MARKER: DD = SURVEY DISK
 CG0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0236_SP_SET: CULVERT
 CG0236_STAMPING: 2
 CG0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0236
 CG0236  HISTORY     - Date     Condition        Report By
 CG0236  HISTORY     - UNK      MONUMENTED       AZHD
 CG0236  HISTORY     - 1953     GOOD             NGS
 CG0236  HISTORY     - 1980     GOOD             NGS
 CG0236  HISTORY     - 19990213 GOOD             USPSQD
 CG0236  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CG0236
 CG0236                          STATION DESCRIPTION
 CG0236
 CG0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0236'1.1 MI N FROM SAHUARITA.
 CG0236'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0236'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 112.6 FEET
 CG0236'WEST OF THE WEST RAIL AT THE NORTH END OF BRIDGE 1001.69, AT A DOUBLE
 CG0236'CONCRETE BOX CULVERT UNDER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0236'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, 23.1 FEET WEST OF
 CG0236'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CG0236
 CG0236                          STATION RECOVERY (1980)
 CG0236
 CG0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0236'2 KILOMETERS (1.2 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0236'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE WEST
 CG0236'HEADWALL FOR A DOUBLE BOX CULVERT FOR THE HIGHWAY, 7 METERS
 CG0236'(23.1 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CG0236'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CG0236
 CG0236                          STATION RECOVERY (1999)
 CG0236
 CG0236'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0236'RECOVERED IN GOOD CONDITION.
 CG0236
 CG0236                          STATION RECOVERY (2006)
 CG0236
 CG0236'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0236'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0236 ***********************************************************************
 GO0236  DESIGNATION -  2 160 X
 GO0236  PID         -  GO0236
 GO0236  STATE/COUNTY-  AZ/APACHE
 GO0236  USGS QUAD   -  WINDY VALLEY (1968)
 GO0236
 GO0236                         *CURRENT SURVEY CONTROL
 GO0236  ___________________________________________________________________
 GO0236* NAD 83(1992)-  36 25 42.93377(N)    109 40 06.75126(W)     ADJUSTED  
 GO0236* NAVD 88     -      1814.9    (meters)    5954.     (feet)  VERTCON   
 GO0236  ___________________________________________________________________
 GO0236  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GO0236  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GO0236  HORZ ORDER  -  THIRD
 GO0236
 GO0236.The horizontal coordinates were established by classical geodetic methods
 GO0236.and adjusted by the National Geodetic Survey in August 1993.
 GO0236
 GO0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0236
 GO0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0236
 GO0236.The geoid height was determined by GEOID03.
 GO0236
 GO0236;                    North         East     Units Scale Factor Converg.
 GO0236;SPC AZ E     -   602,181.353   258,024.179   MT  0.99992457   +0 17 44.9
 GO0236;SPC AZ E     - 1,975,660.61    846,536.02   iFT  0.99992457   +0 17 44.9
 GO0236;UTM  12      - 4,032,310.931   619,351.661   MT  0.99977551   +0 47 26.7
 GO0236
 GO0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0236!SPC AZ E     -   0.99971846  x   0.99992457  =   0.99964305
 GO0236!UTM  12      -   0.99971846  x   0.99977551  =   0.99949403
 GO0236
 GO0236:                Primary Azimuth Mark                     Grid Az
 GO0236:SPC AZ E     -  MESITA                                   328 29 22.5
 GO0236:UTM  12      -  MESITA                                   327 59 40.7
 GO0236
 GO0236|---------------------------------------------------------------------|
 GO0236| PID    Reference Object                     Distance      Geod. Az  |
 GO0236|                                                           dddmmss.s |
 GO0236| GO0261 MESITA                              APPROX. 9.6 KM 3284707.4 |
 GO0236|---------------------------------------------------------------------|
 GO0236
 GO0236                          SUPERSEDED SURVEY CONTROL
 GO0236
 GO0236  NAD 83(1986)-  36 25 42.93421(N)    109 40 06.75028(W) AD(       ) 3
 GO0236  NGVD 29 (08/22/88) 1814.0    (m)         5951.     (f) VERT ANG    3  
 GO0236
 GO0236.Superseded values are not recommended for survey control.
 GO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0236.See file dsdata.txt to determine how the superseded data were derived.
 GO0236
 GO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1935232311(NAD 83)
 GO0236_MARKER: W = UNMONUMENTED
 GO0236_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GO0236_SP_SET: OBJECT IMBEDDED IN GROUND
 GO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0236
 GO0236  HISTORY     - Date     Condition        Report By
 GO0236  HISTORY     - 1968     MONUMENTED       USGS
 GO0236
 GO0236                          STATION DESCRIPTION
 GO0236
 GO0236'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0236'NOTE--STATION ESTABLISHED AND USED TO STRENGTHEN WEST SIDE OF
 GO0236'PROJECT IN N.-S. DIRECTION.
 GO0236'
 GO0236'LOCATED 10 MI E. OF ROUGH ROCK AZIMUTH MARK, ABOUT 3 MI NW. OF
 GO0236'MANY FARMS AZIMUTH MARK.  ON HIGHEST POINT OF MESA.
 GO0236'
 GO0236'STATION REACHED BY HELICOPTER.
 GO0236'
 GO0236'STATION MARK--2X2-INCH HUB EMBEDDED IN GROUND, PROJECTING 0.3
 GO0236'FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0237 ***********************************************************************
 GO0237  DESIGNATION -  2 170 A
 GO0237  PID         -  GO0237
 GO0237  STATE/COUNTY-  AZ/APACHE
 GO0237  USGS QUAD   -  ROCK POINT (1968)
 GO0237
 GO0237                         *CURRENT SURVEY CONTROL
 GO0237  ___________________________________________________________________
 GO0237* NAD 83(1992)-  36 43 18.50719(N)    109 40 25.16760(W)     ADJUSTED  
 GO0237* NAVD 88     -      1666.3    (meters)    5467.     (feet)  VERTCON   
 GO0237  ___________________________________________________________________
 GO0237  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GO0237  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GO0237  HORZ ORDER  -  THIRD
 GO0237
 GO0237.The horizontal coordinates were established by classical geodetic methods
 GO0237.and adjusted by the National Geodetic Survey in August 1993.
 GO0237
 GO0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0237
 GO0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0237
 GO0237.The geoid height was determined by GEOID03.
 GO0237
 GO0237;                    North         East     Units Scale Factor Converg.
 GO0237;SPC AZ E     -   634,714.058   257,398.661   MT  0.99992389   +0 17 41.2
 GO0237;SPC AZ E     - 2,082,395.20    844,483.80   iFT  0.99992389   +0 17 41.2
 GO0237;UTM  12      - 4,064,832.111   618,444.306   MT  0.99977284   +0 47 35.3
 GO0237
 GO0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0237!SPC AZ E     -   0.99974182  x   0.99992389  =   0.99966573
 GO0237!UTM  12      -   0.99974182  x   0.99977284  =   0.99951472
 GO0237
 GO0237:                Primary Azimuth Mark                     Grid Az
 GO0237:SPC AZ E     -  FLAT                                     294 58 01.3
 GO0237:UTM  12      -  FLAT                                     294 28 07.2
 GO0237
 GO0237|---------------------------------------------------------------------|
 GO0237| PID    Reference Object                     Distance      Geod. Az  |
 GO0237|                                                           dddmmss.s |
 GO0237| GO0252 FLAT                                APPROX. 7.3 KM 2951542.5 |
 GO0237|---------------------------------------------------------------------|
 GO0237
 GO0237                          SUPERSEDED SURVEY CONTROL
 GO0237
 GO0237  NAD 83(1986)-  36 43 18.50627(N)    109 40 25.16860(W) AD(       ) 3
 GO0237  NGVD 29 (08/22/88) 1665.4    (m)         5464.     (f) VERT ANG    3  
 GO0237
 GO0237.Superseded values are not recommended for survey control.
 GO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0237.See file dsdata.txt to determine how the superseded data were derived.
 GO0237
 GO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1844464832(NAD 83)
 GO0237_MARKER: W = UNMONUMENTED
 GO0237_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GO0237_SP_SET: OBJECT DRIVEN INTO GROUND
 GO0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0237
 GO0237  HISTORY     - Date     Condition        Report By
 GO0237  HISTORY     - 1968     MONUMENTED       USGS
 GO0237
 GO0237                          STATION DESCRIPTION
 GO0237
 GO0237'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0237'NOTE--STATION ESTABLISHED AND USED TO STRENGTHEN WEST SIDE OF
 GO0237'PROJECT IN N.-S. DIRECTION.
 GO0237'
 GO0237'LOCATED 12 MI S. OF MEXICAN WATER, ABOUT 2 MI W. OF ROCK POINT
 GO0237'TRADING POST.  ON A TOP.
 GO0237'
 GO0237'STATION REACHED BY HELICOPTER.
 GO0237'
 GO0237'STATION MARK--BASE OF 1/2-INCH REINFORCING BAR PROJECTING 0.5
 GO0237'FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0238 ***********************************************************************
 GO0238  DESIGNATION -  2 48 X
 GO0238  PID         -  GO0238
 GO0238  STATE/COUNTY-  AZ/APACHE
 GO0238  USGS QUAD   -  WALKER BUTTE (1982)
 GO0238
 GO0238                         *CURRENT SURVEY CONTROL
 GO0238  ___________________________________________________________________
 GO0238* NAD 83(1992)-  36 46 12.95209(N)    109 29 25.96440(W)     ADJUSTED  
 GO0238* NAVD 88     -      1840.1    (meters)    6037.     (feet)  VERTCON   
 GO0238  ___________________________________________________________________
 GO0238  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GO0238  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GO0238  HORZ ORDER  -  THIRD
 GO0238
 GO0238.The horizontal coordinates were established by classical geodetic methods
 GO0238.and adjusted by the National Geodetic Survey in August 1993.
 GO0238
 GO0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0238
 GO0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0238
 GO0238.The geoid height was determined by GEOID03.
 GO0238
 GO0238;                    North         East     Units Scale Factor Converg.
 GO0238;SPC AZ E     -   640,190.819   273,717.602   MT  0.99994487   +0 24 17.1
 GO0238;SPC AZ E     - 2,100,363.58    898,023.63   iFT  0.99994487   +0 24 17.1
 GO0238;UTM  12      - 4,070,449.926   634,712.747   MT  0.99982357   +0 54 13.3
 GO0238
 GO0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0238!SPC AZ E     -   0.99971454  x   0.99994487  =   0.99965943
 GO0238!UTM  12      -   0.99971454  x   0.99982357  =   0.99953816
 GO0238
 GO0238:                Primary Azimuth Mark                     Grid Az
 GO0238:SPC AZ E     -  2 170 A                                  251 26 51.5
 GO0238:UTM  12      -  2 170 A                                  250 56 55.3
 GO0238
 GO0238|---------------------------------------------------------------------|
 GO0238| PID    Reference Object                     Distance      Geod. Az  |
 GO0238|                                                           dddmmss.s |
 GO0238| GO0237 2 170 A                             APPROX.17.2 KM 2515108.6 |
 GO0238|---------------------------------------------------------------------|
 GO0238
 GO0238                          SUPERSEDED SURVEY CONTROL
 GO0238
 GO0238  NAD 83(1992)-  36 46 12.95059(N)    109 29 25.96516(W) AD(       ) 3
 GO0238  NAD 83(1986)-  36 46 12.94891(N)    109 29 25.96436(W) AD(       ) 3
 GO0238  NGVD 29 (08/22/88) 1839.1    (m)         6034.     (f) VERT ANG    3  
 GO0238
 GO0238.Superseded values are not recommended for survey control.
 GO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0238.See file dsdata.txt to determine how the superseded data were derived.
 GO0238
 GO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3471370450(NAD 83)
 GO0238_MARKER: W = UNMONUMENTED
 GO0238_SETTING: 66 = SET IN ROCK OUTCROP
 GO0238_SP_SET: SET IN A ROCK LEDGE
 GO0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0238+STABILITY: POSITION/ELEVATION WELL
 GO0238
 GO0238  HISTORY     - Date     Condition        Report By
 GO0238  HISTORY     - 1968     MONUMENTED       USGS
 GO0238
 GO0238                          STATION DESCRIPTION
 GO0238
 GO0238'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0238'NOTE--STATION WAS ESTABLISHED AND USED TO STRENGTHEN WEST SIDE
 GO0238'OF PROJECT IN N.-S. DIRECTION.
 GO0238'
 GO0238'LOCATED 11 MI NE. OF ROCK POINT TRADING POST, 3 MI SW. OF
 GO0238'SWEETWATER TRADING POST.  ON TOP OF MESA.
 GO0238'
 GO0238'STATION REACHED BY HELICOPTER.
 GO0238'
 GO0238'STATION MARK--BRIDGE SPIKE DRIVEN IN SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1603 ***********************************************************************
 DV1603  DESIGNATION -  2 A
 DV1603  PID         -  DV1603
 DV1603  STATE/COUNTY-  AZ/LA PAZ
 DV1603  USGS QUAD   -  BEAR HILLS (1990)
 DV1603
 DV1603                         *CURRENT SURVEY CONTROL
 DV1603  ___________________________________________________________________
 DV1603* NAD 83(1986)-  33 39 31.     (N)    113 58 56.     (W)     SCALED    
 DV1603* NAVD 88     -       465.04   (+/-2cm)    1525.7    (feet)  VERTCON   
 DV1603  ___________________________________________________________________
 DV1603  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1603
 DV1603.The horizontal coordinates were scaled from a topographic map and have
 DV1603.an estimated accuracy of +/- 6 seconds.
 DV1603
 DV1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1603.The vertical order pertains to the NGVD 29 superseded value.
 DV1603
 DV1603.The geoid height was determined by GEOID03.
 DV1603
 DV1603;                    North         East    Units  Estimated Accuracy
 DV1603;SPC AZ W     -   294,830.      191,820.      MT  (+/- 180 meters Scaled)
 DV1603
 DV1603                          SUPERSEDED SURVEY CONTROL
 DV1603
 DV1603  NGVD 29 (??/??/92)  464.33   (m)         1523.4    (f) COMPUTED    2 0
 DV1603
 DV1603.Superseded values are not recommended for survey control.
 DV1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1603.See file dsdata.txt to determine how the superseded data were derived.
 DV1603
 DV1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC234282(NAD 83)
 DV1603_MARKER: DD = SURVEY DISK
 DV1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1603_STAMPING: 2 A 1962
 DV1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1603+STABILITY: SURFACE MOTION
 DV1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1603+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 DV1603
 DV1603  HISTORY     - Date     Condition        Report By
 DV1603  HISTORY     - 1962     MONUMENTED       AZHD
 DV1603  HISTORY     - 20070216 GOOD             USPSQD
 DV1603
 DV1603                          STATION DESCRIPTION
 DV1603
 DV1603'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1603'3.35 MI SW FROM BRENDA.
 DV1603'0.5 MILE WEST-NORTHWEST OF T 359 (3) AN ARIZONA HIGHWAY DEPARTMENT
 DV1603'DISK, STAMPED 2 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1603'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1603'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1603
 DV1603                          STATION RECOVERY (2007)
 DV1603
 DV1603'RECOVERY NOTE BY US POWER SQUADRON 2007 (PF)
 DV1603'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0971 ***********************************************************************
 CG0971  DESIGNATION -  2 A NW COR
 CG0971  PID         -  CG0971
 CG0971  STATE/COUNTY-  AZ/COCHISE
 CG0971  USGS QUAD   -  BENSON (1983)
 CG0971
 CG0971                         *CURRENT SURVEY CONTROL
 CG0971  ___________________________________________________________________
 CG0971* NAD 83(1992)-  31 57 36.18052(N)    110 22 29.88739(W)     ADJUSTED  
 CG0971* NAVD 88     -      1279.38   (+/-2cm)    4197.4    (feet)  VERTCON   
 CG0971  ___________________________________________________________________
 CG0971  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CG0971  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0971  HORZ ORDER  -  SECOND
 CG0971  VERT ORDER  -  THIRD ? (See Below)
 CG0971
 CG0971.The horizontal coordinates were established by classical geodetic methods
 CG0971.and adjusted by the National Geodetic Survey in August 1993.
 CG0971
 CG0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0971.The vertical order pertains to the NGVD 29 superseded value.
 CG0971
 CG0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0971
 CG0971.The geoid height was determined by GEOID03.
 CG0971
 CG0971;                    North         East     Units Scale Factor Converg.
 CG0971;SPC AZ E     -   106,456.513   193,670.305   MT  0.99990478   -0 06 36.9
 CG0971;SPC AZ E     -   349,266.77    635,401.26   iFT  0.99990478   -0 06 36.9
 CG0971;SPC AZ C     -   107,475.583   359,096.230   MT  1.00016186   +0 48 58.3
 CG0971;SPC AZ C     -   352,610.18  1,178,137.24   iFT  1.00016186   +0 48 58.3
 CG0971;UTM  12      - 3,536,178.099   559,063.648   MT  0.99964302   +0 19 51.1
 CG0971
 CG0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0971!SPC AZ E     -   0.99980352  x   0.99990478  =   0.99970832
 CG0971!SPC AZ C     -   0.99980352  x   1.00016186  =   0.99996535
 CG0971!UTM  12      -   0.99980352  x   0.99964302  =   0.99944661
 CG0971
 CG0971                          SUPERSEDED SURVEY CONTROL
 CG0971
 CG0971  NAD 83(1986)-  31 57 36.17527(N)    110 22 29.88422(W) AD(       ) 2
 CG0971  NAD 27      -  31 57 35.87480(N)    110 22 27.62360(W) AD(       ) 2
 CG0971  NGVD 29 (07/19/86) 1278.56   (m)         4194.7    (f) LEVELING    3  
 CG0971
 CG0971.Superseded values are not recommended for survey control.
 CG0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0971.See file dsdata.txt to determine how the superseded data were derived.
 CG0971
 CG0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5906436178(NAD 83)
 CG0971_MARKER: DD = SURVEY DISK
 CG0971_SETTING: 0 = UNSPECIFIED SETTING
 CG0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0971
 CG0971  HISTORY     - Date     Condition        Report By
 CG0971  HISTORY     - 1962     MONUMENTED       USE
 CG0971  HISTORY     - 20060908 GOOD             GEOCAC
 CG0971
 CG0971                          STATION DESCRIPTION
 CG0971
 CG0971'DESCRIBED BY US ENGINEERS 1962
 CG0971'2 A IS 3.2 FEET SOUTHEAST OF A WHITE 4 X 4 WITNESS POST, 1.7
 CG0971'FEET WEST OF A FENCE CORNER POST AND IT IS FLUSH WITH THE GROUND
 CG0971'SURFACE IT IS STAMPED--2 A 1960 N.W. COR.  IT IS A USE MARK.
 CG0971
 CG0971                          STATION RECOVERY (2006)
 CG0971
 CG0971'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0971'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 CG0971'FOLLOWING UPDATES TO THE DESCRIPTION   THE WITNESS POST IS MISSING. A
 CG0971'COMPLETE DESCRIPTION TO REACH THE STATION FOLLOWS.
 CG0971' 
 CG0971'TO REACH THE STATION FROM BENSON, PROCEED WEST ON U.S. 10 TO AZ 90
 CG0971'SOUTH, THEN MAKE FIRST RIGHT TURN AFTER THE MCDONALDS ONTO CAVERNS
 CG0971'DRIVE. CONTINUE WEST TO THE STOP SIGN AND TURN RIGHT TO FRONTAGE ROAD.
 CG0971'TAKE FRONTAGE ROAD/TITAN DRIVE WEST FOR 1.5 MILES TO THE END OF TITAN
 CG0971'DRIVE. STATION IS ABOUT ONE THIRD OF A MILE PACK UP THE OLD ROAD BED
 CG0971'SOUTH/SOUTHWEST ON STATE TRUST LAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1259 ***********************************************************************
 CY1259  DESIGNATION -  2 EMH
 CY1259  PID         -  CY1259
 CY1259  STATE/COUNTY-  AZ/GRAHAM
 CY1259  USGS QUAD   -  EDEN (1985)
 CY1259
 CY1259                         *CURRENT SURVEY CONTROL
 CY1259  ___________________________________________________________________
 CY1259* NAD 83(1986)-  32 56 22.     (N)    109 56 30.     (W)     SCALED    
 CY1259* NAVD 88     -       874.50   (+/-2cm)    2869.1    (feet)  VERTCON   
 CY1259  ___________________________________________________________________
 CY1259  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CY1259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1259
 CY1259.The horizontal coordinates were scaled from a topographic map and have
 CY1259.an estimated accuracy of +/- 6 seconds.
 CY1259
 CY1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1259.The vertical order pertains to the NGVD 29 superseded value.
 CY1259
 CY1259.The geoid height was determined by GEOID03.
 CY1259
 CY1259;                    North         East    Units  Estimated Accuracy
 CY1259;SPC AZ E     -   215,060.      234,400.      MT  (+/- 180 meters Scaled)
 CY1259
 CY1259                          SUPERSEDED SURVEY CONTROL
 CY1259
 CY1259  NGVD 29 (??/??/92)  873.90   (m)         2867.1    (f) COMPUTED    2 0
 CY1259
 CY1259.Superseded values are not recommended for survey control.
 CY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1259.See file dsdata.txt to determine how the superseded data were derived.
 CY1259
 CY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB989450(NAD 83)
 CY1259_MARKER: DB = BENCH MARK DISK
 CY1259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1259_SP_SET: COPPER-CLAD STEEL ROD
 CY1259_STAMPING: 2 EMH 1972 2867
 CY1259_MARK LOGO: USGS  
 CY1259_PROJECTION: FLUSH
 CY1259_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1259+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1259_ROD/PIPE-DEPTH: 6.10 meters
 CY1259
 CY1259  HISTORY     - Date     Condition        Report By
 CY1259  HISTORY     - 1972     MONUMENTED       USGS
 CY1259
 CY1259                          STATION DESCRIPTION
 CY1259
 CY1259'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1259'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1259'ALONG U S HIGHWAY 70, THENCE 1.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1259'ABOUT 0.2 MILES SOUTHWEST OF A DRAIN CROSSING, 55 FEET SOUTHEAST AND
 CY1259'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 CY1259'WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1125 ***********************************************************************
 ES1125  DESIGNATION -  2 HLS
 ES1125  PID         -  ES1125
 ES1125  STATE/COUNTY-  AZ/NAVAJO
 ES1125  USGS QUAD   -  JOSEPH CITY (1986)
 ES1125
 ES1125                         *CURRENT SURVEY CONTROL
 ES1125  ___________________________________________________________________
 ES1125* NAD 83(1986)-  34 59 01.     (N)    110 20 30.     (W)     SCALED    
 ES1125* NAVD 88     -      1569.883  (meters)    5150.52   (feet)  ADJUSTED  
 ES1125  ___________________________________________________________________
 ES1125  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES1125  DYNAMIC HT  -        1567.777 (meters)    5143.61  (feet)  COMP
 ES1125  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 ES1125
 ES1125  VERT ORDER  -  THIRD
 ES1125
 ES1125.The horizontal coordinates were scaled from a topographic map and have
 ES1125.an estimated accuracy of +/- 6 seconds.
 ES1125
 ES1125.The orthometric height was determined by differential leveling
 ES1125.and adjusted in June 1991.
 ES1125
 ES1125.The geoid height was determined by GEOID03.
 ES1125
 ES1125.The dynamic height is computed by dividing the NAVD 88
 ES1125.geopotential number by the normal gravity value computed on the
 ES1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1125.degrees latitude (g = 980.6199 gals.).
 ES1125
 ES1125.The modeled gravity was interpolated from observed gravity values.
 ES1125
 ES1125;                    North         East    Units  Estimated Accuracy
 ES1125;SPC AZ E     -   441,770.      197,380.      MT  (+/- 180 meters Scaled)
 ES1125
 ES1125                          SUPERSEDED SURVEY CONTROL
 ES1125
 ES1125  NGVD 29 (??/??/92) 1569.10   (m)         5148.0    (f) COMPUTED    3 0
 ES1125
 ES1125.Superseded values are not recommended for survey control.
 ES1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1125.See file dsdata.txt to determine how the superseded data were derived.
 ES1125
 ES1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD600714(NAD 83)
 ES1125_MARKER: DB = BENCH MARK DISK
 ES1125_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES1125_SP_SET: COPPER-CLAD STEEL ROD
 ES1125_STAMPING: 2 HLS 1970 5148
 ES1125_MARK LOGO: USGS  
 ES1125_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1125+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1125
 ES1125  HISTORY     - Date     Condition        Report By
 ES1125  HISTORY     - 1970     MONUMENTED       USGS
 ES1125
 ES1125                          STATION DESCRIPTION
 ES1125
 ES1125'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1125'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 ES1125'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 1.9 MILES NORTH ALONG A
 ES1125'COUNTY ROAD (PORTER AVENUE), 22 FEET WEST OF THE CENTERLINE OF THE
 ES1125'ROAD, 2 FEET NORTHEAST OF A FENCE CORNER.  A COPPER-CLAD STEEL ROD
 ES1125'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0850 ***********************************************************************
 FQ0850  DESIGNATION -  2 JRH
 FQ0850  PID         -  FQ0850
 FQ0850  STATE/COUNTY-  AZ/COCONINO
 FQ0850  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0850
 FQ0850                         *CURRENT SURVEY CONTROL
 FQ0850  ___________________________________________________________________
 FQ0850* NAD 83(1986)-  35 54 01.     (N)    111 57 06.     (W)     SCALED    
 FQ0850* NAVD 88     -      2207.517  (meters)    7242.50   (feet)  POSTED    
 FQ0850  ___________________________________________________________________
 FQ0850  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FQ0850  DYNAMIC HT  -        2204.510 (meters)    7232.63  (feet)  COMP
 FQ0850  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 FQ0850
 FQ0850  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0850
 FQ0850.The horizontal coordinates were scaled from a topographic map and have
 FQ0850.an estimated accuracy of +/- 6 seconds.
 FQ0850
 FQ0850.The orthometric height was determined by differential leveling
 FQ0850.and adjusted by the  in 1992.
 FQ0850.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0850.rate of 0.0 thru 1.0 mm/km.
 FQ0850
 FQ0850.The geoid height was determined by GEOID03.
 FQ0850
 FQ0850.The dynamic height is computed by dividing the NAVD 88
 FQ0850.geopotential number by the normal gravity value computed on the
 FQ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0850.degrees latitude (g = 980.6199 gals.).
 FQ0850
 FQ0850.The modeled gravity was interpolated from observed gravity values.
 FQ0850
 FQ0850;                    North         East    Units  Estimated Accuracy
 FQ0850;SPC AZ C     -   543,450.      210,200.      MT  (+/- 180 meters Scaled)
 FQ0850
 FQ0850                          SUPERSEDED SURVEY CONTROL
 FQ0850
 FQ0850  NGVD 29 (??/??/92) 2206.50   (m)         7239.2    (f) COMPUTED    3 0
 FQ0850
 FQ0850.Superseded values are not recommended for survey control.
 FQ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0850.See file dsdata.txt to determine how the superseded data were derived.
 FQ0850
 FQ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE141733(NAD 83)
 FQ0850_MARKER: DB = BENCH MARK DISK
 FQ0850_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0850_SP_SET: ROCK OUTCROP
 FQ0850_STAMPING: 2 JRH 7239 1958
 FQ0850_MARK LOGO: USGS  
 FQ0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0850+STABILITY: POSITION/ELEVATION WELL
 FQ0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0850+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0850
 FQ0850  HISTORY     - Date     Condition        Report By
 FQ0850  HISTORY     - 1958     MONUMENTED       USGS
 FQ0850
 FQ0850                          STATION DESCRIPTION
 FQ0850
 FQ0850'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0850'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0850'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0850'LOOKOUT TOWER, PROCEED 4.3 MILES SOUTH, 28 FEET EAST OF THE CENTER OF
 FQ0850'THE ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0857 ***********************************************************************
 FQ0857  DESIGNATION -  2 JRH
 FQ0857  PID         -  FQ0857
 FQ0857  STATE/COUNTY-  AZ/COCONINO
 FQ0857  USGS QUAD   -  PETERSON FLAT (1989)
 FQ0857
 FQ0857                         *CURRENT SURVEY CONTROL
 FQ0857  ___________________________________________________________________
 FQ0857* NAD 83(1986)-  35 46 20.     (N)    111 51 25.     (W)     SCALED    
 FQ0857* NAVD 88     -      2017.905  (meters)    6620.41   (feet)  POSTED    
 FQ0857  ___________________________________________________________________
 FQ0857  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FQ0857  DYNAMIC HT  -        2015.170 (meters)    6611.44  (feet)  COMP
 FQ0857  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 FQ0857
 FQ0857  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0857
 FQ0857.The horizontal coordinates were scaled from a topographic map and have
 FQ0857.an estimated accuracy of +/- 6 seconds.
 FQ0857
 FQ0857.The orthometric height was determined by differential leveling
 FQ0857.and adjusted by the  in 1992.
 FQ0857.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0857.rate of 0.0 thru 1.0 mm/km.
 FQ0857
 FQ0857.The geoid height was determined by GEOID03.
 FQ0857
 FQ0857.The dynamic height is computed by dividing the NAVD 88
 FQ0857.geopotential number by the normal gravity value computed on the
 FQ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0857.degrees latitude (g = 980.6199 gals.).
 FQ0857
 FQ0857.The modeled gravity was interpolated from observed gravity values.
 FQ0857
 FQ0857;                    North         East    Units  Estimated Accuracy
 FQ0857;SPC AZ C     -   529,240.      218,760.      MT  (+/- 180 meters Scaled)
 FQ0857
 FQ0857                          SUPERSEDED SURVEY CONTROL
 FQ0857
 FQ0857.No superseded survey control is available for this station.
 FQ0857
 FQ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE225590(NAD 83)
 FQ0857_MARKER: DB = BENCH MARK DISK
 FQ0857_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0857_SP_SET: ROCK OUTCROP
 FQ0857_STAMPING: 2 JRH 1959 6617
 FQ0857_MARK LOGO: USGS  
 FQ0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0857+STABILITY: POSITION/ELEVATION WELL
 FQ0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0857+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0857
 FQ0857  HISTORY     - Date     Condition        Report By
 FQ0857  HISTORY     - 1959     MONUMENTED       USGS
 FQ0857
 FQ0857                          STATION DESCRIPTION
 FQ0857
 FQ0857'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0857'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0857'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0857'LOOKOUT TOWER, PROCEED 16.1 MILES SOUTH TO THE SOUTH END OF A LOW
 FQ0857'FLAT RIDGE, 4.5 MILES SOUTHEAST OF BUCKLAR TANK, 47 FEET NORTH AND 13
 FQ0857'FEET HIGHER THAN THE CENTER OF THE ROAD, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1151 ***********************************************************************
 ES1151  DESIGNATION -  2 LC
 ES1151  PID         -  ES1151
 ES1151  STATE/COUNTY-  AZ/NAVAJO
 ES1151  USGS QUAD   -  CIBECUE (1977)
 ES1151
 ES1151                         *CURRENT SURVEY CONTROL
 ES1151  ___________________________________________________________________
 ES1151* NAD 83(1992)-  34 00 21.31223(N)    110 27 19.92654(W)     ADJUSTED  
 ES1151* NAVD 88     -      1518.70   (+/-2cm)    4982.6    (feet)  VERTCON   
 ES1151  ___________________________________________________________________
 ES1151  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 ES1151  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ES1151  HORZ ORDER  -  THIRD
 ES1151  VERT ORDER  -  THIRD ? (See Below)
 ES1151
 ES1151.The horizontal coordinates were established by classical geodetic methods
 ES1151.and adjusted by the National Geodetic Survey in August 1993.
 ES1151
 ES1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1151.The vertical order pertains to the NGVD 29 superseded value.
 ES1151
 ES1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1151
 ES1151.The geoid height was determined by GEOID03.
 ES1151
 ES1151;                    North         East     Units Scale Factor Converg.
 ES1151;SPC AZ E     -   333,348.071   186,677.424   MT  0.99990877   -0 09 41.6
 ES1151;SPC AZ E     - 1,093,661.65    612,458.74   iFT  0.99990877   -0 09 41.6
 ES1151;UTM  12      - 3,762,945.988   550,276.946   MT  0.99963116   +0 18 16.3
 ES1151
 ES1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1151!SPC AZ E     -   0.99976553  x   0.99990877  =   0.99967432
 ES1151!UTM  12      -   0.99976553  x   0.99963116  =   0.99939677
 ES1151
 ES1151:                Primary Azimuth Mark                     Grid Az
 ES1151:SPC AZ E     -  CUE                                      287 17 54.1
 ES1151:UTM  12      -  CUE                                      286 49 56.2
 ES1151
 ES1151|---------------------------------------------------------------------|
 ES1151| PID    Reference Object                     Distance      Geod. Az  |
 ES1151|                                                           dddmmss.s |
 ES1151| ES1087 CUE                                 APPROX. 5.9 KM 2870812.5 |
 ES1151|---------------------------------------------------------------------|
 ES1151
 ES1151                          SUPERSEDED SURVEY CONTROL
 ES1151
 ES1151  NAD 83(1986)-  34 00 21.30494(N)    110 27 19.93081(W) AD(       ) 3
 ES1151  NGVD 29 (04/27/90) 1517.98   (m)         4980.2    (f) LEVELING    3  
 ES1151
 ES1151.Superseded values are not recommended for survey control.
 ES1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1151.See file dsdata.txt to determine how the superseded data were derived.
 ES1151
 ES1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5027762946(NAD 83)
 ES1151_MARKER: DB = BENCH MARK DISK
 ES1151_SETTING: 66 = SET IN ROCK OUTCROP
 ES1151_SP_SET: SET IN ROCK OUTCROP
 ES1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1151+STABILITY: POSITION/ELEVATION WELL
 ES1151
 ES1151  HISTORY     - Date     Condition        Report By
 ES1151  HISTORY     - 1960     MONUMENTED       USGS
 ES1151
 ES1151                          STATION DESCRIPTION
 ES1151
 ES1151'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1151'LOCATED ABOUT 3 MI SE. OF CIBECUE.  ON LONG, STRAIGHT SLOPE OF
 ES1151'CIBECUE RD.
 ES1151'
 ES1151'TO REACH FROM CIBECUE BRIDGE, GO 4 MI SE. ALONG RD. TO U.S. HWY.
 ES1151'60.  AT TOP OF LONG SLOPE, IN AREA OF MANY FLAT LIMESTONE ROCKS,
 ES1151'60 FT. S. AND 2 FT. HIGHER THAN CENTERLINE RD., 10 FT. N. OF
 ES1151'TREE.
 ES1151'
 ES1151'STATION MARK--STANDARD BM TABLET STAMPED---2 LC 1960 4981---, SET
 ES1151'IN LIMESTONE OUTCROP.
 ES1151'
 ES1151'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0278 ***********************************************************************
 DV0278  DESIGNATION -  2 LUKE FIELD
 DV0278  PID         -  DV0278
 DV0278  STATE/COUNTY-  AZ/MARICOPA
 DV0278  USGS QUAD   -  EL MIRAGE (1982)
 DV0278
 DV0278                         *CURRENT SURVEY CONTROL
 DV0278  ___________________________________________________________________
 DV0278* NAD 83(1986)-  33 32 35.     (N)    112 21 30.     (W)     SCALED    
 DV0278* NAVD 88     -       332.18   (+/-2cm)    1089.8    (feet)  VERTCON   
 DV0278  ___________________________________________________________________
 DV0278  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0278
 DV0278.The horizontal coordinates were scaled from a topographic map and have
 DV0278.an estimated accuracy of +/- 6 seconds.
 DV0278
 DV0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0278.The vertical order pertains to the NGVD 29 superseded value.
 DV0278
 DV0278.The geoid height was determined by GEOID03.
 DV0278
 DV0278;                    North         East    Units  Estimated Accuracy
 DV0278;SPC AZ C     -   282,060.      172,340.      MT  (+/- 180 meters Scaled)
 DV0278
 DV0278                          SUPERSEDED SURVEY CONTROL
 DV0278
 DV0278  NGVD 29 (??/??/92)  331.631  (m)         1088.03   (f) ADJ UNCH    2 0
 DV0278
 DV0278.Superseded values are not recommended for survey control.
 DV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0278.See file dsdata.txt to determine how the superseded data were derived.
 DV0278
 DV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738123(NAD 83)
 DV0278_MARKER: Q = CHISELED SQUARE
 DV0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0278_SP_SET: MANHOLE COVER
 DV0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0278
 DV0278  HISTORY     - Date     Condition        Report By
 DV0278  HISTORY     - UNK      MONUMENTED       DOD
 DV0278  HISTORY     - 1945     GOOD             NGS
 DV0278  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DV0278  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0278
 DV0278                          STATION DESCRIPTION
 DV0278
 DV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0278'IN LUKE FIELD.
 DV0278'AT LUKE FIELD, MARICOPA COUNTY, 0.1 MILE SOUTH ALONG THE COUNTY ROAD
 DV0278'LEADING TO LITCHFIELD FROM THE NORTHEAST ENTRANCE, 44.2 FEET SOUTHWEST
 DV0278'OF THE SOUTHWEST CORNER OF BUILDING T-1002, 42.9 FEET EAST OF THE
 DV0278'CENTERLINE OF THE ROAD, AND ON THE NORTH EDGE OF A CONCRETE MANHOLE
 DV0278'COVER.  A CROSS INSIDE A CHISELED SQUARE.
 DV0278
 DV0278                          STATION RECOVERY (2002)
 DV0278
 DV0278'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0278'SEARCHED FOR NOT FOUND
 DV0278
 DV0278                          STATION RECOVERY (2008)
 DV0278
 DV0278'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0278'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0278'MARK. THERE IS NO MANHOLE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0090 ***********************************************************************
 DB0090  DESIGNATION -  2 M
 DB0090  PID         -  DB0090
 DB0090  STATE/COUNTY-  AZ/YUMA
 DB0090  USGS QUAD   -  WELLTON SE (1965)
 DB0090
 DB0090                         *CURRENT SURVEY CONTROL
 DB0090  ___________________________________________________________________
 DB0090* NAD 83(1986)-  32 35 16.     (N)    114 05 31.     (W)     SCALED    
 DB0090* NAVD 88     -       151.34   (+/-2cm)     496.5    (feet)  VERTCON   
 DB0090  ___________________________________________________________________
 DB0090  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DB0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0090
 DB0090.The horizontal coordinates were scaled from a topographic map and have
 DB0090.an estimated accuracy of +/- 6 seconds.
 DB0090
 DB0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0090.The vertical order pertains to the NGVD 29 superseded value.
 DB0090
 DB0090.The geoid height was determined by GEOID03.
 DB0090
 DB0090;                    North         East    Units  Estimated Accuracy
 DB0090;SPC AZ W     -   176,100.      181,260.      MT  (+/- 180 meters Scaled)
 DB0090
 DB0090                          SUPERSEDED SURVEY CONTROL
 DB0090
 DB0090  NGVD 29 (??/??/??)  150.676  (m)          494.34   (f) ADJUSTED    2 0
 DB0090
 DB0090.Superseded values are not recommended for survey control.
 DB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0090.See file dsdata.txt to determine how the superseded data were derived.
 DB0090
 DB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS729093(NAD 83)
 DB0090_MARKER: DD = SURVEY DISK
 DB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0090_STAMPING: 2 M 494 1925
 DB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0090+STABILITY: SURFACE MOTION
 DB0090
 DB0090  HISTORY     - Date     Condition        Report By
 DB0090  HISTORY     - 1925     MONUMENTED       USGS
 DB0090  HISTORY     - 1962     GOOD             NGS
 DB0090
 DB0090                          STATION DESCRIPTION
 DB0090
 DB0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0090'8.1 MI SE FROM WELLTON.
 DB0090'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0090'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0090'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0090'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0090'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 4.4 MILES SOUTHEAST
 DB0090'ALONG A DIM TRAIL ROAD, 0.4 MILE SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0090'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0090'0.3 MILE SOUTHEAST OF A OLD MINE SHAFT, 113 FEET EAST OF AND
 DB0090'ACROSS THE TRAIL ROAD FROM THE BASE OF A SMALL HILL IN A LOW RANGE
 DB0090'OF HILLS, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 DB0090'EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 DB0090'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5909 ***********************************************************************
 DJ5909  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5909  DESIGNATION -  20
 DJ5909  PID         -  DJ5909
 DJ5909  STATE/COUNTY-  AZ/MARICOPA
 DJ5909  USGS QUAD   -  TOLLESON (1982)
 DJ5909
 DJ5909                         *CURRENT SURVEY CONTROL
 DJ5909  ___________________________________________________________________
 DJ5909* NAD 83(2007)-  33 25 14.40285(N)    112 18 22.73412(W)     ADJUSTED  
 DJ5909* NAVD 88     -       298.45   (meters)     979.2    (feet)  GPS OBS   
 DJ5909  ___________________________________________________________________
 DJ5909  EPOCH DATE  -        2007.00
 DJ5909  X           -  -2,022,720.238 (meters)                     COMP
 DJ5909  Y           -  -4,930,353.631 (meters)                     COMP
 DJ5909  Z           -   3,493,141.264 (meters)                     COMP
 DJ5909  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DJ5909  ELLIP HEIGHT-         268.136 (meters)          (03/21/07) ADJUSTED
 DJ5909  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DJ5909  HORZ ORDER  -  FIRST
 DJ5909  ELLP ORDER  -  FOURTH    CLASS I
 DJ5909
 DJ5909.The horizontal coordinates were established by GPS observations
 DJ5909.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5909
 DJ5909.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5909.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5909.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5909.The epoch date for horizontal control is a decimal equivalence
 DJ5909.of Year/Month/Day.
 DJ5909
 DJ5909.The orthometric height was determined by GPS observations and a
 DJ5909.high-resolution geoid model.
 DJ5909.The orthometric height was determined by GPS observations and a
 DJ5909.high-resolution geoid model using precise GPS observation and
 DJ5909.processing techniques.
 DJ5909
 DJ5909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5909
 DJ5909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5909
 DJ5909.The ellipsoidal height was determined by GPS observations
 DJ5909.and is referenced to NAD 83.
 DJ5909
 DJ5909.The geoid height was determined by GEOID03.
 DJ5909
 DJ5909;                    North         East     Units Scale Factor Converg.
 DJ5909;SPC AZ C     -   268,470.216   177,123.403   MT  0.99991618   -0 12 52.6
 DJ5909;SPC AZ C     -   880,807.80    581,113.53   iFT  0.99991618   -0 12 52.6
 DJ5909;UTM  12      - 3,698,686.407   378,547.701   MT  0.99978186   -0 43 10.5
 DJ5909
 DJ5909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5909!SPC AZ C     -   0.99995791  x   0.99991618  =   0.99987409
 DJ5909!UTM  12      -   0.99995791  x   0.99978186  =   0.99973978
 DJ5909
 DJ5909                          SUPERSEDED SURVEY CONTROL
 DJ5909
 DJ5909.No superseded survey control is available for this station.
 DJ5909
 DJ5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7854898686(NAD 83)
 DJ5909_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5909_STAMPING: NO STAMPING
 DJ5909_PROJECTION: FLUSH
 DJ5909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5909+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5909
 DJ5909  HISTORY     - Date     Condition        Report By
 DJ5909  HISTORY     - UNK      MONUMENTED       EVANS
 DJ5909  HISTORY     - 20061101 GOOD             EVANS
 DJ5909
 DJ5909                          STATION DESCRIPTION
 DJ5909
 DJ5909'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5909'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5909'SOUTH ON AVONDALE BOULEVARD 4.28KM TO LOWER BUCKEYE ROAD.  STATION IS
 DJ5909'A CITY OF AVONDALE BRASS DISK, NO STAMPING, IN A CONCRETE POST FLUSH
 DJ5909'WITH ROAD SURFACE, FOUND AT THE INTERSECTION OF AVONDALE BOULEVARD AND
 DJ5909'LOWER BUCKEYE ROAD. (GDACS CORNER 54060-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1285 ***********************************************************************
 DU1285  DESIGNATION -  20 2464
 DU1285  PID         -  DU1285
 DU1285  STATE/COUNTY-  AZ/GILA
 DU1285  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1285
 DU1285                         *CURRENT SURVEY CONTROL
 DU1285  ___________________________________________________________________
 DU1285* NAD 83(1986)-  33 36 53.     (N)    111 02 43.     (W)     SCALED    
 DU1285* NAVD 88     -       751.746  (meters)    2466.35   (feet)  ADJUSTED  
 DU1285  ___________________________________________________________________
 DU1285  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1285  DYNAMIC HT  -         750.776 (meters)    2463.17  (feet)  COMP
 DU1285  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 DU1285
 DU1285  VERT ORDER  -  FIRST     CLASS II
 DU1285
 DU1285.The horizontal coordinates were scaled from a topographic map and have
 DU1285.an estimated accuracy of +/- 6 seconds.
 DU1285
 DU1285.The orthometric height was determined by differential leveling
 DU1285.and adjusted in June 1991.
 DU1285
 DU1285.The geoid height was determined by GEOID03.
 DU1285
 DU1285.The dynamic height is computed by dividing the NAVD 88
 DU1285.geopotential number by the normal gravity value computed on the
 DU1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1285.degrees latitude (g = 980.6199 gals.).
 DU1285
 DU1285.The modeled gravity was interpolated from observed gravity values.
 DU1285
 DU1285;                    North         East    Units  Estimated Accuracy
 DU1285;SPC AZ E     -   290,270.      131,830.      MT  (+/- 180 meters Scaled)
 DU1285
 DU1285                          SUPERSEDED SURVEY CONTROL
 DU1285
 DU1285.No superseded survey control is available for this station.
 DU1285
 DU1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC958194(NAD 83)
 DU1285_MARKER: DB = BENCH MARK DISK
 DU1285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1285_SP_SET: CULVERT HEADWALL
 DU1285_STAMPING: 20-2464
 DU1285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1285+STABILITY: SURFACE MOTION
 DU1285
 DU1285  HISTORY     - Date     Condition        Report By
 DU1285  HISTORY     - UNK      MONUMENTED       AZHD
 DU1285  HISTORY     - 1979     GOOD             NGS
 DU1285  HISTORY     - 19980701 GOOD             AZDT
 DU1285  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU1285  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU1285
 DU1285                          STATION DESCRIPTION
 DU1285
 DU1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1285'6.0 MI SE FROM ROOSEVELT.
 DU1285'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1285'THE POST OFFICE IN ROOSEVELT, SET IN THE TOP CENTER OF A
 DU1285'CONCRETE HEADWALL IN A 7 FOOT CORRUGATED STEEL PIPE CULVERT,
 DU1285'65.1 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 42.5 FEET
 DU1285'SOUTH OF A GUARD RAIL.
 DU1285'THE MARK IS 14 FT BELOW THE HIGHWAY.
 DU1285
 DU1285                          STATION RECOVERY (1998)
 DU1285
 DU1285'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1285'RECOVERED AS DESCRIBED.
 DU1285
 DU1285                          STATION RECOVERY (2004)
 DU1285
 DU1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1285'MARK NOT FOUND.
 DU1285
 DU1285                          STATION RECOVERY (2007)
 DU1285
 DU1285'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1285'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU1285'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1570 ***********************************************************************
 DV1570  DESIGNATION -  20 A
 DV1570  PID         -  DV1570
 DV1570  STATE/COUNTY-  AZ/LA PAZ
 DV1570  USGS QUAD   -  HOPE SW (1990)
 DV1570
 DV1570                         *CURRENT SURVEY CONTROL
 DV1570  ___________________________________________________________________
 DV1570* NAD 83(1986)-  33 37 02.     (N)    113 40 19.     (W)     SCALED    
 DV1570* NAVD 88     -       384.35   (+/-2cm)    1261.0    (feet)  VERTCON   
 DV1570  ___________________________________________________________________
 DV1570  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1570
 DV1570.The horizontal coordinates were scaled from a topographic map and have
 DV1570.an estimated accuracy of +/- 6 seconds.
 DV1570
 DV1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1570.The vertical order pertains to the NGVD 29 superseded value.
 DV1570
 DV1570.The geoid height was determined by GEOID03.
 DV1570
 DV1570;                    North         East    Units  Estimated Accuracy
 DV1570;SPC AZ W     -   290,210.      220,600.      MT  (+/- 180 meters Scaled)
 DV1570
 DV1570                          SUPERSEDED SURVEY CONTROL
 DV1570
 DV1570  NGVD 29 (??/??/92)  383.675  (m)         1258.77   (f) ADJ UNCH    2 0
 DV1570
 DV1570.Superseded values are not recommended for survey control.
 DV1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1570.See file dsdata.txt to determine how the superseded data were derived.
 DV1570
 DV1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC521229(NAD 83)
 DV1570_MARKER: DD = SURVEY DISK
 DV1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1570_STAMPING: 20 A 1962
 DV1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1570+STABILITY: SURFACE MOTION
 DV1570
 DV1570  HISTORY     - Date     Condition        Report By
 DV1570  HISTORY     - 1962     MONUMENTED       AZHD
 DV1570  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1570
 DV1570                          STATION DESCRIPTION
 DV1570
 DV1570'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1570'15.3 MI SW FROM HOPE.
 DV1570'0.3 MILE EAST-SOUTHEAST OF L 396 208 AN ARIZONA HIGHWAY DEPARTMENT
 DV1570'DISK STAMPED 20 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1570'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1570'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1570
 DV1570                          STATION RECOVERY (1987)
 DV1570
 DV1570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0207 ***********************************************************************
 CF0207  DESIGNATION -  20 BKC
 CF0207  PID         -  CF0207
 CF0207  STATE/COUNTY-  AZ/COCHISE
 CF0207  USGS QUAD   -  PEARCE (1985)
 CF0207
 CF0207                         *CURRENT SURVEY CONTROL
 CF0207  ___________________________________________________________________
 CF0207* NAD 83(1986)-  31 56 01.     (N)    109 45 44.     (W)     SCALED    
 CF0207* NAVD 88     -      1297.174  (meters)    4255.81   (feet)  ADJUSTED  
 CF0207  ___________________________________________________________________
 CF0207  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CF0207  DYNAMIC HT  -        1295.193 (meters)    4249.31  (feet)  COMP
 CF0207  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 CF0207
 CF0207  VERT ORDER  -  FIRST     CLASS II
 CF0207
 CF0207.The horizontal coordinates were scaled from a topographic map and have
 CF0207.an estimated accuracy of +/- 6 seconds.
 CF0207
 CF0207.The orthometric height was determined by differential leveling
 CF0207.and adjusted in June 1991.
 CF0207
 CF0207.The geoid height was determined by GEOID03.
 CF0207
 CF0207.The dynamic height is computed by dividing the NAVD 88
 CF0207.geopotential number by the normal gravity value computed on the
 CF0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0207.degrees latitude (g = 980.6199 gals.).
 CF0207
 CF0207.The modeled gravity was interpolated from observed gravity values.
 CF0207
 CF0207;                    North         East    Units  Estimated Accuracy
 CF0207;SPC AZ E     -   103,580.      251,600.      MT  (+/- 180 meters Scaled)
 CF0207
 CF0207                          SUPERSEDED SURVEY CONTROL
 CF0207
 CF0207.No superseded survey control is available for this station.
 CF0207
 CF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA170337(NAD 83)
 CF0207_MARKER: DD = SURVEY DISK
 CF0207_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CF0207_SP_SET: UNSPECIFIED DEEP
 CF0207_STAMPING: 20 BKC 1974
 CF0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0207+STABILITY: SURFACE MOTION
 CF0207
 CF0207  HISTORY     - Date     Condition        Report By
 CF0207  HISTORY     - 1974     MONUMENTED       USGS
 CF0207  HISTORY     - 1980     GOOD             NGS
 CF0207
 CF0207                          STATION DESCRIPTION
 CF0207
 CF0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0207'17.9 KM SE FROM PEARCE.
 CF0207'14.45 KILOMETERS (9.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0207'FROM THE POST OFFICE IN PEARCE, THENCE 3.45 KILOMETERS (2.15 MILES)
 CF0207'NORTH ALONG KANSAS SETTLEMENT ROAD, 11.9 METERS (39.1 FEET)
 CF0207'EAST OF THE CENTERLINE OF THE HIGHWAY, 17.3 METERS (56.8 FEET)
 CF0207'NORTHWEST OF A POWERLINE POLE NUMBER 171 WITH SEVERAL GUY WIRES,
 CF0207'0.3 METER (1 FOOT) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0207'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CF0207'THE MARK IS 0.3 M BELOW CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0810 ***********************************************************************
 FQ0810  DESIGNATION -  20 BKC
 FQ0810  PID         -  FQ0810
 FQ0810  STATE/COUNTY-  AZ/COCONINO
 FQ0810  USGS QUAD   -  WUPATKI SW (1969)
 FQ0810
 FQ0810                         *CURRENT SURVEY CONTROL
 FQ0810  ___________________________________________________________________
 FQ0810* NAD 83(1986)-  35 32 55.     (N)    111 27 57.     (W)     SCALED    
 FQ0810* NAVD 88     -      1655.401  (meters)    5431.09   (feet)  POSTED    
 FQ0810  ___________________________________________________________________
 FQ0810  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0810  DYNAMIC HT  -        1653.260 (meters)    5424.07  (feet)  COMP
 FQ0810  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 FQ0810
 FQ0810  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0810
 FQ0810.The horizontal coordinates were scaled from a topographic map and have
 FQ0810.an estimated accuracy of +/- 6 seconds.
 FQ0810
 FQ0810.The orthometric height was determined by differential leveling
 FQ0810.and adjusted by the  in 1992.
 FQ0810.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0810.rate of 0.0 thru 1.0 mm/km.
 FQ0810
 FQ0810.The geoid height was determined by GEOID03.
 FQ0810
 FQ0810.The dynamic height is computed by dividing the NAVD 88
 FQ0810.geopotential number by the normal gravity value computed on the
 FQ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0810.degrees latitude (g = 980.6199 gals.).
 FQ0810
 FQ0810.The modeled gravity was interpolated from observed gravity values.
 FQ0810
 FQ0810;                    North         East    Units  Estimated Accuracy
 FQ0810;SPC AZ C     -   504,530.      254,240.      MT  (+/- 180 meters Scaled)
 FQ0810
 FQ0810                          SUPERSEDED SURVEY CONTROL
 FQ0810
 FQ0810  NGVD 29 (??/??/92) 1654.51   (m)         5428.2    (f) COMPUTED    2 2
 FQ0810
 FQ0810.Superseded values are not recommended for survey control.
 FQ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0810.See file dsdata.txt to determine how the superseded data were derived.
 FQ0810
 FQ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE577339(NAD 83)
 FQ0810_MARKER: DB = BENCH MARK DISK
 FQ0810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0810_SP_SET: COPPER-CLAD STEEL ROD
 FQ0810_STAMPING: 20 BKC 1968 5428
 FQ0810_MARK LOGO: USGS  
 FQ0810_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0810+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0810
 FQ0810  HISTORY     - Date     Condition        Report By
 FQ0810  HISTORY     - 1968     MONUMENTED       USGS
 FQ0810
 FQ0810                          STATION DESCRIPTION
 FQ0810
 FQ0810'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0810'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0810'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0810'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0810'NATIONAL MONUMENT, THENCE 5.5 MILES EAST ALONG THE MONUMENT ROAD, 41
 FQ0810'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS
 FQ0810'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0810'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0782 ***********************************************************************
 FQ0782  DESIGNATION -  20 HLS
 FQ0782  PID         -  FQ0782
 FQ0782  STATE/COUNTY-  AZ/NAVAJO
 FQ0782  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0782
 FQ0782                         *CURRENT SURVEY CONTROL
 FQ0782  ___________________________________________________________________
 FQ0782* NAD 83(1986)-  35 09 02.     (N)    110 13 24.     (W)     SCALED    
 FQ0782* NAVD 88     -      1592.655  (meters)    5225.24   (feet)  ADJUSTED  
 FQ0782  ___________________________________________________________________
 FQ0782  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FQ0782  DYNAMIC HT  -        1590.525 (meters)    5218.25  (feet)  COMP
 FQ0782  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 FQ0782
 FQ0782  VERT ORDER  -  THIRD
 FQ0782
 FQ0782.The horizontal coordinates were scaled from a topographic map and have
 FQ0782.an estimated accuracy of +/- 6 seconds.
 FQ0782
 FQ0782.The orthometric height was determined by differential leveling
 FQ0782.and adjusted in June 1991.
 FQ0782
 FQ0782.The geoid height was determined by GEOID03.
 FQ0782
 FQ0782.The dynamic height is computed by dividing the NAVD 88
 FQ0782.geopotential number by the normal gravity value computed on the
 FQ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0782.degrees latitude (g = 980.6199 gals.).
 FQ0782
 FQ0782.The modeled gravity was interpolated from observed gravity values.
 FQ0782
 FQ0782;                    North         East    Units  Estimated Accuracy
 FQ0782;SPC AZ E     -   460,280.      208,200.      MT  (+/- 180 meters Scaled)
 FQ0782
 FQ0782                          SUPERSEDED SURVEY CONTROL
 FQ0782
 FQ0782.No superseded survey control is available for this station.
 FQ0782
 FQ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD707900(NAD 83)
 FQ0782_MARKER: DB = BENCH MARK DISK
 FQ0782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0782_SP_SET: COPPER-CLAD STEEL ROD
 FQ0782_STAMPING: 20 HLS 1970 5223
 FQ0782_MARK LOGO: USGS  
 FQ0782_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0782+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0782
 FQ0782  HISTORY     - Date     Condition        Report By
 FQ0782  HISTORY     - 1970     MONUMENTED       USGS
 FQ0782
 FQ0782                          STATION DESCRIPTION
 FQ0782
 FQ0782'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0782'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0782'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0782'HIGHWAY 77, THENCE 8.9 MILES WEST ALONG A ROAD, 0.4 MILES EAST OF A
 FQ0782'WINDMILL AND CORRALS, 47 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2
 FQ0782'FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0782'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1152 ***********************************************************************
 ES1152  DESIGNATION -  20 KSM
 ES1152  PID         -  ES1152
 ES1152  STATE/COUNTY-  AZ/NAVAJO
 ES1152  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES1152
 ES1152                         *CURRENT SURVEY CONTROL
 ES1152  ___________________________________________________________________
 ES1152* NAD 83(1992)-  34 03 54.06961(N)    110 39 39.61924(W)     ADJUSTED  
 ES1152* NAVD 88     -      1835.39   (+/-2cm)    6021.6    (feet)  VERTCON   
 ES1152  ___________________________________________________________________
 ES1152  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 ES1152  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 ES1152  HORZ ORDER  -  THIRD
 ES1152  VERT ORDER  -  THIRD ? (See Below)
 ES1152
 ES1152.The horizontal coordinates were established by classical geodetic methods
 ES1152.and adjusted by the National Geodetic Survey in August 1993.
 ES1152
 ES1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1152.The vertical order pertains to the NGVD 29 superseded value.
 ES1152
 ES1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1152
 ES1152.The geoid height was determined by GEOID03.
 ES1152
 ES1152;                    North         East     Units Scale Factor Converg.
 ES1152;SPC AZ E     -   339,975.528   167,729.803   MT  0.99992566   -0 16 36.8
 ES1152;SPC AZ E     - 1,115,405.28    550,294.63   iFT  0.99992566   -0 16 36.8
 ES1152;UTM  12      - 3,769,417.066   531,281.618   MT  0.99961206   +0 11 23.6
 ES1152
 ES1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1152!SPC AZ E     -   0.99971583  x   0.99992566  =   0.99964151
 ES1152!UTM  12      -   0.99971583  x   0.99961206  =   0.99932800
 ES1152
 ES1152:                Primary Azimuth Mark                     Grid Az
 ES1152:SPC AZ E     -  FORT 2                                   236 01 03.9
 ES1152:UTM  12      -  FORT 2                                   235 33 03.5
 ES1152
 ES1152|---------------------------------------------------------------------|
 ES1152| PID    Reference Object                     Distance      Geod. Az  |
 ES1152|                                                           dddmmss.s |
 ES1152| ES0956 FORT 2                              APPROX. 2.5 KM 2354427.1 |
 ES1152|---------------------------------------------------------------------|
 ES1152
 ES1152                          SUPERSEDED SURVEY CONTROL
 ES1152
 ES1152  NAD 83(1986)-  34 03 54.06414(N)    110 39 39.62328(W) AD(       ) 3
 ES1152  NGVD 29 (04/27/90) 1834.59   (m)         6019.0    (f) LEVELING    3  
 ES1152
 ES1152.Superseded values are not recommended for survey control.
 ES1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1152.See file dsdata.txt to determine how the superseded data were derived.
 ES1152
 ES1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3128269417(NAD 83)
 ES1152_MARKER: DB = BENCH MARK DISK
 ES1152_SETTING: 66 = SET IN ROCK OUTCROP
 ES1152_SP_SET: SET IN ROCK OUTCROP
 ES1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1152+STABILITY: POSITION/ELEVATION WELL
 ES1152
 ES1152  HISTORY     - Date     Condition        Report By
 ES1152  HISTORY     - 1960     MONUMENTED       USGS
 ES1152
 ES1152                          STATION DESCRIPTION
 ES1152
 ES1152'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1152'LOCATED NOT GIVEN.
 ES1152'
 ES1152'TO REACH FROM THREE-WAY TRAP, GO 0.7 MI NE. ALONG OAK CREEK RD.
 ES1152'TO TOP OF STEEP, ROCKY GRADE.  AT RIMROCK.  8 FT. NE. OF CENTER OF
 ES1152'RD.
 ES1152'
 ES1152'STATION MARK--STANDARD BM TABLET STAMPED---20 KSM 1946 6024---, SET
 ES1152'IN LARGE, FLAT, LIMESTONE OUTCROP.
 ES1152'
 ES1152'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0181 ***********************************************************************
 DA0181  DESIGNATION -  20 RS
 DA0181  PID         -  DA0181
 DA0181  STATE/COUNTY-  AZ/PINAL
 DA0181  USGS QUAD   -  KOHATK (1981)
 DA0181
 DA0181                         *CURRENT SURVEY CONTROL
 DA0181  ___________________________________________________________________
 DA0181* NAD 83(1986)-  32 30 23.     (N)    112 06 14.     (W)     SCALED    
 DA0181* NAVD 88     -       582.18   (+/-2cm)    1910.0    (feet)  VERTCON   
 DA0181  ___________________________________________________________________
 DA0181  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0181
 DA0181.The horizontal coordinates were scaled from a topographic map and have
 DA0181.an estimated accuracy of +/- 6 seconds.
 DA0181
 DA0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0181.The vertical order pertains to the NGVD 29 superseded value.
 DA0181
 DA0181.The geoid height was determined by GEOID03.
 DA0181
 DA0181;                    North         East    Units  Estimated Accuracy
 DA0181;SPC AZ C     -   167,030.      195,770.      MT  (+/- 180 meters Scaled)
 DA0181
 DA0181                          SUPERSEDED SURVEY CONTROL
 DA0181
 DA0181  NGVD 29 (??/??/92)  581.527  (m)         1907.89   (f) ADJ UNCH    2 0
 DA0181
 DA0181.Superseded values are not recommended for survey control.
 DA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0181.See file dsdata.txt to determine how the superseded data were derived.
 DA0181
 DA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA963971(NAD 83)
 DA0181_MARKER: DD = SURVEY DISK
 DA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0181_STAMPING: R.S.20 1908 1939
 DA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0181+STABILITY: SURFACE MOTION
 DA0181
 DA0181  HISTORY     - Date     Condition        Report By
 DA0181  HISTORY     - 1939     MONUMENTED       USGS
 DA0181  HISTORY     - 1952     GOOD             NGS
 DA0181
 DA0181                          STATION DESCRIPTION
 DA0181
 DA0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0181'8.7 MI SW FROM QUAJOTE.
 DA0181'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0181'VILLAGE OF QUAJOTE, THENCE 6.1 MILES SOUTHWEST ALONG A GRADED ROAD 0.4
 DA0181'MILE SOUTHWEST OF A NORTHWEST-SOUTHEAST TRACK ROAD CROSSING, AT THE
 DA0181'PINAL-PIMA COUNTY LINE, 53 FEET NORTHWEST OF THE CENTER LINE OF THE
 DA0181'ROAD, 6.4 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0181'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0181'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0947 ***********************************************************************
 DV0947  DESIGNATION -  2004
 DV0947  PID         -  DV0947
 DV0947  STATE/COUNTY-  AZ/MARICOPA
 DV0947  USGS QUAD   -  WICKENBURG (1978)
 DV0947
 DV0947                         *CURRENT SURVEY CONTROL
 DV0947  ___________________________________________________________________
 DV0947* NAD 83(1986)-  33 57 01.     (N)    112 42 49.     (W)     SCALED    
 DV0947* NAVD 88     -       611.344  (meters)    2005.72   (feet)  POSTED    
 DV0947  ___________________________________________________________________
 DV0947  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DV0947  DYNAMIC HT  -         610.600 (meters)    2003.28  (feet)  COMP
 DV0947  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 DV0947
 DV0947  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0947
 DV0947.The horizontal coordinates were scaled from a topographic map and have
 DV0947.an estimated accuracy of +/- 6 seconds.
 DV0947
 DV0947.The orthometric height was determined by differential leveling
 DV0947.and adjusted in November 2005.
 DV0947.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0947.was located on a no-check spur therefore a value was not computed.
 DV0947.No vertical observational check was made to the station.
 DV0947
 DV0947.The geoid height was determined by GEOID03.
 DV0947
 DV0947.The dynamic height is computed by dividing the NAVD 88
 DV0947.geopotential number by the normal gravity value computed on the
 DV0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0947.degrees latitude (g = 980.6199 gals.).
 DV0947
 DV0947.The modeled gravity was interpolated from observed gravity values.
 DV0947
 DV0947;                    North         East    Units  Estimated Accuracy
 DV0947;SPC AZ C     -   327,430.      139,700.      MT  (+/- 180 meters Scaled)
 DV0947
 DV0947                          SUPERSEDED SURVEY CONTROL
 DV0947
 DV0947  NGVD 29 (??/??/92)  610.786  (m)         2003.89   (f) ADJ UNCH    2 0
 DV0947
 DV0947.Superseded values are not recommended for survey control.
 DV0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0947.See file dsdata.txt to determine how the superseded data were derived.
 DV0947
 DV0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC416579(NAD 83)
 DV0947_MARKER: P = PIPE CAP
 DV0947_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0947_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0947_STAMPING: 2004 PHNX
 DV0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0947
 DV0947  HISTORY     - Date     Condition        Report By
 DV0947  HISTORY     - UNK      MONUMENTED       USGS
 DV0947  HISTORY     - 1939     GOOD             NGS
 DV0947
 DV0947                          STATION DESCRIPTION
 DV0947
 DV0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0947'1.7 MI SE FROM WICKENBURG.
 DV0947'1.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0947'FROM WICKENBURG, 2.1 MILES NORTHWEST OF THE SIDING AT ALLAH, 100 FEET
 DV0947'SOUTH OF CULVERT C 142, AND IN A FLAT AT THE NORTH BASE OF A SMALL
 DV0947'RIDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2004
 DV0947'PHNX AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0592 ***********************************************************************
 CZ0592  DESIGNATION -  2005.1
 CZ0592  PID         -  CZ0592
 CZ0592  STATE/COUNTY-  AZ/PIMA
 CZ0592  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0592
 CZ0592                         *CURRENT SURVEY CONTROL
 CZ0592  ___________________________________________________________________
 CZ0592* NAD 83(1986)-  32 26 49.     (N)    111 22 44.     (W)     SCALED    
 CZ0592* NAVD 88     -       611.66   (+/-2cm)    2006.8    (feet)  VERTCON   
 CZ0592  ___________________________________________________________________
 CZ0592  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0592
 CZ0592.The horizontal coordinates were scaled from a topographic map and have
 CZ0592.an estimated accuracy of +/- 6 seconds.
 CZ0592
 CZ0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0592.The vertical order pertains to the NGVD 29 superseded value.
 CZ0592
 CZ0592.The geoid height was determined by GEOID03.
 CZ0592
 CZ0592;                    North         East    Units  Estimated Accuracy
 CZ0592;SPC AZ C     -   160,550.      263,920.      MT  (+/- 180 meters Scaled)
 CZ0592
 CZ0592                          SUPERSEDED SURVEY CONTROL
 CZ0592
 CZ0592  NGVD 29 (??/??/92)  611.138  (m)         2005.04   (f) ADJ UNCH    2 0
 CZ0592
 CZ0592.Superseded values are not recommended for survey control.
 CZ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0592.See file dsdata.txt to determine how the superseded data were derived.
 CZ0592
 CZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA643900(NAD 83)
 CZ0592_MARKER: Z = SEE DESCRIPTION
 CZ0592_SETTING: 0 = UNSPECIFIED SETTING
 CZ0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0592
 CZ0592  HISTORY     - Date     Condition        Report By
 CZ0592  HISTORY     - UNK      MONUMENTED       USGS
 CZ0592  HISTORY     - 1951     GOOD             NGS
 CZ0592
 CZ0592                          STATION DESCRIPTION
 CZ0592
 CZ0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0592'16.7 MI SW FROM RILLITO.
 CZ0592'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0592'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0592'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 15.2
 CZ0592'MILES WEST ACROSS THE MARANA NO 2 AIRPORT ALONG SILVER BELL ROAD, IN
 CZ0592'THE TOP OF A SAWED OFF LIMB OF A PALO VERDE TREE AND ABOUT 1 FOOT
 CZ0592'ABOVE THE GROUND, A METAL TAG STAMPED REF. MARK 2005.1 IS FASTENED TO
 CZ0592'THE TREE, 50.1 FEET SOUTH OF AND ACROSS THE ROAD FROM K 94 (USC AND
 CZ0592'GS), 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET HIGHER THAN
 CZ0592'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0504 ***********************************************************************
 CZ0504  DESIGNATION -  2011
 CZ0504  PID         -  CZ0504
 CZ0504  STATE/COUNTY-  AZ/PIMA
 CZ0504  USGS QUAD   -  MARANA (1992)
 CZ0504
 CZ0504                         *CURRENT SURVEY CONTROL
 CZ0504  ___________________________________________________________________
 CZ0504* NAD 83(1986)-  32 26 25.     (N)    111 11 03.     (W)     SCALED    
 CZ0504* NAVD 88     -       613.89   (+/-2cm)    2014.1    (feet)  VERTCON   
 CZ0504  ___________________________________________________________________
 CZ0504  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ0504  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0504
 CZ0504.The horizontal coordinates were scaled from a topographic map and have
 CZ0504.an estimated accuracy of +/- 6 seconds.
 CZ0504
 CZ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0504.The vertical order pertains to the NGVD 29 superseded value.
 CZ0504
 CZ0504.The geoid height was determined by GEOID03.
 CZ0504
 CZ0504;                    North         East    Units  Estimated Accuracy
 CZ0504;SPC AZ C     -   159,920.      282,240.      MT  (+/- 180 meters Scaled)
 CZ0504
 CZ0504                          SUPERSEDED SURVEY CONTROL
 CZ0504
 CZ0504  NGVD 29 (??/??/92)  613.30   (m)         2012.1    (f) COMPUTED    1 2
 CZ0504
 CZ0504.Superseded values are not recommended for survey control.
 CZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0504.See file dsdata.txt to determine how the superseded data were derived.
 CZ0504
 CZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA826892(NAD 83)
 CZ0504_MARKER: DD = SURVEY DISK
 CZ0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0504_SP_SET: ABUTMENT
 CZ0504_STAMPING: 229 1/2
 CZ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0504
 CZ0504  HISTORY     - Date     Condition        Report By
 CZ0504  HISTORY     - UNK      MONUMENTED       USGS
 CZ0504  HISTORY     - 1951     GOOD             NGS
 CZ0504  HISTORY     - 1960     GOOD             NGS
 CZ0504  HISTORY     - 1980     SEE DESCRIPTION  NGS
 CZ0504  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0504
 CZ0504                          STATION DESCRIPTION
 CZ0504
 CZ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0504'1.9 MI SE FROM MARANA.
 CZ0504'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0504'RAILROAD FROM THE POST OFFICE AT MARANA, 2 POLES SOUTHEAST OF MILEPOLE
 CZ0504'NUMBER 964, AT A RAILROAD BRIDGE NUMBER 964.06, AND IN THE TOP OF THE
 CZ0504'NORTHEAST END OF THE SOUTHEAST ABUTMENT, 5.7 FEET NORTHEAST OF THE
 CZ0504'NORTHEAST RAIL, 0.7 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 CZ0504'ABUTMENT, 0.4 FOOT SOUTHWEST OF A WOODEN RAILING, AND ABOUT 1 1/2 FEET
 CZ0504'LOWER THAN THE TRACK.
 CZ0504
 CZ0504                          STATION RECOVERY (1960)
 CZ0504
 CZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0504'RECOVERED IN GOOD CONDITION.
 CZ0504
 CZ0504                          STATION RECOVERY (1980)
 CZ0504
 CZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0504'THE BENCH MARK DISK HAS A HEAVY TIMBER AND WOODEN RAILING ON TOP OF
 CZ0504'IT.
 CZ0504
 CZ0504                          STATION RECOVERY (2006)
 CZ0504
 CZ0504'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0504'UNABLE TO LOCATE THIS MARK DUE TO PREVIOUSLY MENTIONED HEAVY TIMBER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0057 ***********************************************************************
 CG0057  DESIGNATION -  2015+55
 CG0057  PID         -  CG0057
 CG0057  STATE/COUNTY-  AZ/COCHISE
 CG0057  USGS QUAD   -  MESCAL (1983)
 CG0057
 CG0057                         *CURRENT SURVEY CONTROL
 CG0057  ___________________________________________________________________
 CG0057* NAD 83(1986)-  31 57 46.     (N)    110 25 52.     (W)     SCALED    
 CG0057* NAVD 88     -      1281.08   (+/-2cm)    4203.0    (feet)  VERTCON   
 CG0057  ___________________________________________________________________
 CG0057  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0057
 CG0057.The horizontal coordinates were scaled from a topographic map and have
 CG0057.an estimated accuracy of +/- 6 seconds.
 CG0057
 CG0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0057.The vertical order pertains to the NGVD 29 superseded value.
 CG0057
 CG0057.The geoid height was determined by GEOID03.
 CG0057
 CG0057;                    North         East    Units  Estimated Accuracy
 CG0057;SPC AZ E     -   106,770.      188,360.      MT  (+/- 180 meters Scaled)
 CG0057
 CG0057                          SUPERSEDED SURVEY CONTROL
 CG0057
 CG0057  NGVD 29 (??/??/92) 1280.247  (m)         4200.28   (f) ADJ UNCH    2 0
 CG0057
 CG0057.Superseded values are not recommended for survey control.
 CG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0057.See file dsdata.txt to determine how the superseded data were derived.
 CG0057
 CG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA537364(NAD 83)
 CG0057_MARKER: DD = SURVEY DISK
 CG0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0057_SP_SET: CULVERT
 CG0057_STAMPING: 2015+55 4201.75 USC2 RM NO 3 1935
 CG0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0057
 CG0057  HISTORY     - Date     Condition        Report By
 CG0057  HISTORY     - 1935     MONUMENTED       AZHD
 CG0057  HISTORY     - 1960     GOOD             NGS
 CG0057  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0057
 CG0057                          STATION DESCRIPTION
 CG0057
 CG0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0057'8.65 MI W FROM BENSON.
 CG0057'8.65 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA ON U.S. HIGHWAY
 CG0057'80, 0.4 MILE EAST OF MILEPOST 284, 0.15 MILE EAST OF MESCAL OVERPASS,
 CG0057'20 FEET SOUTH OF CENTERLINE OF WESTBOUND TRAFFIC LANE OF HIGHWAY, 1.5
 CG0057'FEET HIGHER THAN HIGHWAY, SET IN SOUTH HEADWALL.
 CG0057
 CG0057                          STATION RECOVERY (1979)
 CG0057
 CG0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0057'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW CULVERT HAS BEEN
 CG0057'CONSTRUCTED IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0710 ***********************************************************************
 DW0710  DESIGNATION -  202+00
 DW0710  PID         -  DW0710
 DW0710  STATE/COUNTY-  AZ/LA PAZ
 DW0710  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0710
 DW0710                         *CURRENT SURVEY CONTROL
 DW0710  ___________________________________________________________________
 DW0710* NAD 83(1986)-  33 36 53.     (N)    114 27 56.     (W)     SCALED    
 DW0710* NAVD 88     -       143.65   (+/-2cm)     471.3    (feet)  VERTCON   
 DW0710  ___________________________________________________________________
 DW0710  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DW0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0710
 DW0710.The horizontal coordinates were scaled from a topographic map and have
 DW0710.an estimated accuracy of +/- 6 seconds.
 DW0710
 DW0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0710.The vertical order pertains to the NGVD 29 superseded value.
 DW0710
 DW0710.The geoid height was determined by GEOID03.
 DW0710
 DW0710;                    North         East    Units  Estimated Accuracy
 DW0710;SPC AZ W     -   290,160.      146,960.      MT  (+/- 180 meters Scaled)
 DW0710
 DW0710                          SUPERSEDED SURVEY CONTROL
 DW0710
 DW0710  NGVD 29 (??/??/??)  142.971  (m)          469.06   (f) ADJUSTED    2 0
 DW0710
 DW0710.Superseded values are not recommended for survey control.
 DW0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0710.See file dsdata.txt to determine how the superseded data were derived.
 DW0710
 DW0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT351223(NAD 83)
 DW0710_MARKER: DD = SURVEY DISK
 DW0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0710_STAMPING: 200 202+00 1949
 DW0710_MARK LOGO: AZHD  
 DW0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0710+STABILITY: SURFACE MOTION
 DW0710
 DW0710  HISTORY     - Date     Condition        Report By
 DW0710  HISTORY     - UNK      MONUMENTED       AZHD
 DW0710  HISTORY     - 1971     GOOD             USGS
 DW0710  HISTORY     - 1981     POOR             NGS
 DW0710
 DW0710                          STATION DESCRIPTION
 DW0710
 DW0710'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DW0710'4 MI E FROM EHRENBERG.
 DW0710'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0710'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER.  ABOUT
 DW0710'3.95 MILES EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END
 DW0710'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, 203 FT. SOUTH
 DW0710'OF THE CENTERLINE OF THE EASTBOUND LANES, IN LINE WITH A FENCE,
 DW0710'ABOUT 3 FT. ABOVE THE HIGHWAY, 2 FT. NORTHEAST OF A METAL
 DW0710'RIGHT-OF-WAY POST, 1.4 FT. NORTHWEST OF A METAL WITNESS POST, SET
 DW0710'IN A CONCRETE POST, A STANDARD ARIZONA HIGHWAY DEPARTMENT TABLET
 DW0710'STAMPED 200 202+00 1949.
 DW0710
 DW0710                          STATION RECOVERY (1981)
 DW0710
 DW0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0710'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0043 ***********************************************************************
 DA0043  DESIGNATION -  2027.4
 DA0043  PID         -  DA0043
 DA0043  STATE/COUNTY-  AZ/PINAL
 DA0043  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0043
 DA0043                         *CURRENT SURVEY CONTROL
 DA0043  ___________________________________________________________________
 DA0043* NAD 83(1986)-  32 39 31.     (N)    112 11 36.     (W)     SCALED    
 DA0043* NAVD 88     -       618.49   (+/-2cm)    2029.2    (feet)  VERTCON   
 DA0043  ___________________________________________________________________
 DA0043  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0043
 DA0043.The horizontal coordinates were scaled from a topographic map and have
 DA0043.an estimated accuracy of +/- 6 seconds.
 DA0043
 DA0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0043.The vertical order pertains to the NGVD 29 superseded value.
 DA0043
 DA0043.The geoid height was determined by GEOID03.
 DA0043
 DA0043;                    North         East    Units  Estimated Accuracy
 DA0043;SPC AZ C     -   183,930.      187,410.      MT  (+/- 180 meters Scaled)
 DA0043
 DA0043                          SUPERSEDED SURVEY CONTROL
 DA0043
 DA0043  NGVD 29 (??/??/92)  617.819  (m)         2026.96   (f) ADJ UNCH    2 0
 DA0043
 DA0043.Superseded values are not recommended for survey control.
 DA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0043.See file dsdata.txt to determine how the superseded data were derived.
 DA0043
 DA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB880140(NAD 83)
 DA0043_MARKER: B = BOLT
 DA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0043+STABILITY: SURFACE MOTION
 DA0043
 DA0043  HISTORY     - Date     Condition        Report By
 DA0043  HISTORY     - UNK      MONUMENTED       USGS
 DA0043  HISTORY     - 1952     GOOD             NGS
 DA0043
 DA0043                          STATION DESCRIPTION
 DA0043
 DA0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0043'6.4 MI NW FROM BITTER WELL.
 DA0043'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0043'3.2 MILES NORTHWEST ALONG A TRACK ROAD, ON A WATER SOAKED FLAT COVERED
 DA0043'WITH MESQUITE, ABOUT 95 YARDS NORTHEAST OF A LARGE WASH, 18 1/2 FEET
 DA0043'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.5 FEET NORTHEAST OF A
 DA0043'WITNESS POST, AND AN IRON BOLT IN THE TOP OF A CONCRETE POST
 DA0043'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0248 ***********************************************************************
 DB0248  DESIGNATION -  203.04
 DB0248  PID         -  DB0248
 DB0248  STATE/COUNTY-  AZ/YUMA
 DB0248  USGS QUAD   -  YUMA EAST (1994)
 DB0248
 DB0248                         *CURRENT SURVEY CONTROL
 DB0248  ___________________________________________________________________
 DB0248* NAD 83(1986)-  32 39 18.     (N)    114 35 44.     (W)     SCALED    
 DB0248* NAVD 88     -        62.57   (+/-2cm)     205.3    (feet)  VERTCON   
 DB0248  ___________________________________________________________________
 DB0248  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DB0248  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0248
 DB0248.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0248
 DB0248.The horizontal coordinates were scaled from a topographic map and have
 DB0248.an estimated accuracy of +/- 6 seconds.
 DB0248
 DB0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0248.The vertical order pertains to the NGVD 29 superseded value.
 DB0248
 DB0248.The geoid height was determined by GEOID03.
 DB0248
 DB0248;                    North         East    Units  Estimated Accuracy
 DB0248;SPC AZ W     -   183,820.      134,040.      MT  (+/- 180 meters Scaled)
 DB0248
 DB0248                          SUPERSEDED SURVEY CONTROL
 DB0248
 DB0248  NGVD 29 (??/??/??)   61.912  (m)          203.12   (f) ADJUSTED    1 2
 DB0248
 DB0248.Superseded values are not recommended for survey control.
 DB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0248.See file dsdata.txt to determine how the superseded data were derived.
 DB0248
 DB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS255155(NAD 83)
 DB0248_MARKER: B = BOLT
 DB0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0248_SP_SET: CONCRETE PLANE ANCHORAGE
 DB0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0248
 DB0248  HISTORY     - Date     Condition        Report By
 DB0248  HISTORY     - UNK      MONUMENTED       USE
 DB0248  HISTORY     - 1945     GOOD             NGS
 DB0248  HISTORY     - 19960305 MARK NOT FOUND   CHANCE
 DB0248
 DB0248                          STATION DESCRIPTION
 DB0248
 DB0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DB0248'AT YUMA.
 DB0248'AT YUMA COUNTY AIRPORT, AT THE EXTREME SOUTH CORNER OF THE
 DB0248'CONCRETE PLANE ANCHORAGE.  AN IRON BOLT SET IN LEAD.
 DB0248
 DB0248                          STATION RECOVERY (1996)
 DB0248
 DB0248'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 DB0248'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DB0248'PERSON-HOURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0065 ***********************************************************************
 FS0065  DESIGNATION -  2043.88
 FS0065  PID         -  FS0065
 FS0065  STATE/COUNTY-  AZ/MOHAVE
 FS0065  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0065
 FS0065                         *CURRENT SURVEY CONTROL
 FS0065  ___________________________________________________________________
 FS0065* NAD 83(1986)-  35 57 52.     (N)    114 40 10.     (W)     SCALED    
 FS0065* NAVD 88     -       622.964  (meters)    2043.84   (feet)  POSTED    
 FS0065  ___________________________________________________________________
 FS0065  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0065  DYNAMIC HT  -         622.330 (meters)    2041.76  (feet)  COMP
 FS0065  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 FS0065
 FS0065  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0065
 FS0065.The horizontal coordinates were scaled from a topographic map and have
 FS0065.an estimated accuracy of +/- 6 seconds.
 FS0065
 FS0065.The orthometric height was determined by differential leveling
 FS0065.and adjusted by the  in 1992.
 FS0065.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0065.rate of 4.1 thru 8.0 mm/km.
 FS0065
 FS0065.The geoid height was determined by GEOID03.
 FS0065
 FS0065.The dynamic height is computed by dividing the NAVD 88
 FS0065.geopotential number by the normal gravity value computed on the
 FS0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0065.degrees latitude (g = 980.6199 gals.).
 FS0065
 FS0065.The modeled gravity was interpolated from observed gravity values.
 FS0065
 FS0065;                    North         East    Units  Estimated Accuracy
 FS0065;SPC AZ W     -   550,980.      130,430.      MT  (+/- 180 meters Scaled)
 FS0065
 FS0065                          SUPERSEDED SURVEY CONTROL
 FS0065
 FS0065  NGVD 29 (??/??/92)  622.262  (m)         2041.54   (f) ADJ UNCH    1 1
 FS0065
 FS0065.Superseded values are not recommended for survey control.
 FS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0065.See file dsdata.txt to determine how the superseded data were derived.
 FS0065
 FS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV101825(NAD 83)
 FS0065_MARKER: P = PIPE CAP
 FS0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0065_STAMPING: 2803+00 2043.88 1935
 FS0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0065
 FS0065  HISTORY     - Date     Condition        Report By
 FS0065  HISTORY     - 1935     MONUMENTED       BPR
 FS0065  HISTORY     - 1950     GOOD             NGS
 FS0065  HISTORY     - 1963     GOOD             NGS
 FS0065  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0065
 FS0065                          STATION DESCRIPTION
 FS0065
 FS0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0065'6.4 MI SE FROM HOOVER DAM.
 FS0065'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0065'(ARIZONA) END OF HOOVER DAM, 0.4 MILE EAST OF MILEPOST 6, 104
 FS0065'FEET SOUTHEAST OF THE EAST END OF A GUARD RAIL, 50.0 FEET SOUTH
 FS0065'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE
 FS0065'APPROXIMATE CENTER OF A SMALL WASH, 1.0 FOOT NORTH OF A HIGHWAY
 FS0065'SIGN READING F.A.P. 2 - B, ABOUT LEVEL WITH THE HIGHWAY, AND
 FS0065'SCREWED ON THE TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE PROJECTING
 FS0065'0.4 FOOT ABOVE THE GROUND.
 FS0065
 FS0065                          STATION RECOVERY (1963)
 FS0065
 FS0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0065'RECOVERED IN GOOD CONDITION.
 FS0065
 FS0065                          STATION RECOVERY (1981)
 FS0065
 FS0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0065'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0058 ***********************************************************************
 CG0058  DESIGNATION -  2047 69
 CG0058  PID         -  CG0058
 CG0058  STATE/COUNTY-  AZ/COCHISE
 CG0058  USGS QUAD   -  MESCAL (1983)
 CG0058
 CG0058                         *CURRENT SURVEY CONTROL
 CG0058  ___________________________________________________________________
 CG0058* NAD 83(1986)-  31 57 46.     (N)    110 25 14.     (W)     SCALED    
 CG0058* NAVD 88     -      1280.36   (+/-2cm)    4200.6    (feet)  VERTCON   
 CG0058  ___________________________________________________________________
 CG0058  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0058
 CG0058.The horizontal coordinates were scaled from a topographic map and have
 CG0058.an estimated accuracy of +/- 6 seconds.
 CG0058
 CG0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0058.The vertical order pertains to the NGVD 29 superseded value.
 CG0058
 CG0058.The geoid height was determined by GEOID03.
 CG0058
 CG0058;                    North         East    Units  Estimated Accuracy
 CG0058;SPC AZ E     -   106,770.      189,360.      MT  (+/- 180 meters Scaled)
 CG0058
 CG0058                          SUPERSEDED SURVEY CONTROL
 CG0058
 CG0058  NGVD 29 (??/??/92) 1279.527  (m)         4197.91   (f) ADJ UNCH    2 0
 CG0058
 CG0058.Superseded values are not recommended for survey control.
 CG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0058.See file dsdata.txt to determine how the superseded data were derived.
 CG0058
 CG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA547364(NAD 83)
 CG0058_MARKER: DD = SURVEY DISK
 CG0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0058_SP_SET: CULVERT
 CG0058_STAMPING: 2047-69 4199-25 1958
 CG0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0058
 CG0058  HISTORY     - Date     Condition        Report By
 CG0058  HISTORY     - 1958     MONUMENTED       AZHD
 CG0058  HISTORY     - 1960     GOOD             NGS
 CG0058  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0058
 CG0058                          STATION DESCRIPTION
 CG0058
 CG0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0058'8.05 MI W FROM BENSON.
 CG0058'8.05 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0058'80, 0.8 MILE EAST OF MESCAL OVERPASS, 140 FEET EAST OF MILEPOST 284, 1
 CG0058'FOOT HIGHER THAN HIGHWAY, SET IN THE SOUTH HEADWALL.
 CG0058
 CG0058                          STATION RECOVERY (1979)
 CG0058
 CG0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0058'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW CULVERT HAS BEEN
 CG0058'CONSTRUCTED IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0064 ***********************************************************************
 FS0064  DESIGNATION -  2047.41
 FS0064  PID         -  FS0064
 FS0064  STATE/COUNTY-  AZ/MOHAVE
 FS0064  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0064
 FS0064                         *CURRENT SURVEY CONTROL
 FS0064  ___________________________________________________________________
 FS0064* NAD 83(1986)-  35 57 52.     (N)    114 40 09.     (W)     SCALED    
 FS0064* NAVD 88     -       624.040  (meters)    2047.37   (feet)  ADJUSTED  
 FS0064  ___________________________________________________________________
 FS0064  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0064  DYNAMIC HT  -         623.405 (meters)    2045.29  (feet)  COMP
 FS0064  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 FS0064
 FS0064  VERT ORDER  -  FIRST     CLASS I
 FS0064
 FS0064.The horizontal coordinates were scaled from a topographic map and have
 FS0064.an estimated accuracy of +/- 6 seconds.
 FS0064
 FS0064.The orthometric height was determined by differential leveling
 FS0064.and adjusted in June 1991.
 FS0064
 FS0064.The geoid height was determined by GEOID03.
 FS0064
 FS0064.The dynamic height is computed by dividing the NAVD 88
 FS0064.geopotential number by the normal gravity value computed on the
 FS0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0064.degrees latitude (g = 980.6199 gals.).
 FS0064
 FS0064.The modeled gravity was interpolated from observed gravity values.
 FS0064
 FS0064;                    North         East    Units  Estimated Accuracy
 FS0064;SPC AZ W     -   550,980.      130,450.      MT  (+/- 180 meters Scaled)
 FS0064
 FS0064                          SUPERSEDED SURVEY CONTROL
 FS0064
 FS0064  NGVD 29 (??/??/92)  623.338  (m)         2045.07   (f) ADJ UNCH    1 1
 FS0064
 FS0064.Superseded values are not recommended for survey control.
 FS0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0064.See file dsdata.txt to determine how the superseded data were derived.
 FS0064
 FS0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV101825(NAD 83)
 FS0064_MARKER: P = PIPE CAP
 FS0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0064_STAMPING: 2803-00 2047.41 1935
 FS0064_MARK LOGO: BPR   
 FS0064_PROJECTION: PROJECTING 13 CENTIMETERS
 FS0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0064
 FS0064  HISTORY     - Date     Condition        Report By
 FS0064  HISTORY     - 1935     MONUMENTED       BPR
 FS0064  HISTORY     - 1950     GOOD             NGS
 FS0064  HISTORY     - 1963     GOOD             NGS
 FS0064  HISTORY     - 1981     GOOD             NGS
 FS0064
 FS0064                          STATION DESCRIPTION
 FS0064
 FS0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0064'6.4 MI SE FROM HOOVER DAM.
 FS0064'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0064'(ARIZONA) END OF HOOVER DAM, 0.4 MILE EAST OF MILEPOST 6, 102
 FS0064'FEET NORTHEAST OF THE EAST END OF A GUARD RAIL, 50.0 FEET NORTH
 FS0064'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE
 FS0064'HIGHWAY, AND SCREWED ON TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE
 FS0064'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0064
 FS0064                          STATION RECOVERY (1963)
 FS0064
 FS0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0064'RECOVERED IN GOOD CONDITION.
 FS0064
 FS0064                          STATION RECOVERY (1981)
 FS0064
 FS0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0064'10.0 KM (6.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0064'OF HOOVER DAM, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST 6, 45.7 METERS
 FS0064'(150 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45
 FS0064'FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 112 METERS (368
 FS0064'FT) EAST-SOUTHEAST OF A BOX CULVERT.
 FS0064'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FS0064'THE MARK IS 3.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0526 ***********************************************************************
 CZ0526  DESIGNATION -  205+51.2
 CZ0526  PID         -  CZ0526
 CZ0526  STATE/COUNTY-  AZ/PIMA
 CZ0526  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0526
 CZ0526                         *CURRENT SURVEY CONTROL
 CZ0526  ___________________________________________________________________
 CZ0526* NAD 83(1986)-  32 22 51.     (N)    111 06 37.     (W)     SCALED    
 CZ0526* NAVD 88     -       644.297  (meters)    2113.83   (feet)  ADJUSTED  
 CZ0526  ___________________________________________________________________
 CZ0526  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0526  DYNAMIC HT  -         643.436 (meters)    2111.01  (feet)  COMP
 CZ0526  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 CZ0526
 CZ0526  VERT ORDER  -  FIRST     CLASS II
 CZ0526
 CZ0526.The horizontal coordinates were scaled from a topographic map and have
 CZ0526.an estimated accuracy of +/- 6 seconds.
 CZ0526
 CZ0526.The orthometric height was determined by differential leveling
 CZ0526.and adjusted in June 1991.
 CZ0526
 CZ0526.The geoid height was determined by GEOID03.
 CZ0526
 CZ0526.The dynamic height is computed by dividing the NAVD 88
 CZ0526.geopotential number by the normal gravity value computed on the
 CZ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0526.degrees latitude (g = 980.6199 gals.).
 CZ0526
 CZ0526.The modeled gravity was interpolated from observed gravity values.
 CZ0526
 CZ0526;                    North         East    Units  Estimated Accuracy
 CZ0526;SPC AZ C     -   153,380.      289,240.      MT  (+/- 180 meters Scaled)
 CZ0526
 CZ0526                          SUPERSEDED SURVEY CONTROL
 CZ0526
 CZ0526  NGVD 29 (??/??/92)  643.645  (m)         2111.69   (f) ADJ UNCH    1 2
 CZ0526
 CZ0526.Superseded values are not recommended for survey control.
 CZ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0526.See file dsdata.txt to determine how the superseded data were derived.
 CZ0526
 CZ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA896826(NAD 83)
 CZ0526_MARKER: DD = SURVEY DISK
 CZ0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0526_SP_SET: CULVERT
 CZ0526_STAMPING: 2112.08 1930 205+51.2
 CZ0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0526+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0526
 CZ0526  HISTORY     - Date     Condition        Report By
 CZ0526  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0526  HISTORY     - 1951     GOOD             NGS
 CZ0526  HISTORY     - 1960     GOOD             NGS
 CZ0526  HISTORY     - 1980     GOOD             NGS
 CZ0526  HISTORY     - 19970309 GOOD             USPSQD
 CZ0526  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0526
 CZ0526                          STATION DESCRIPTION
 CZ0526
 CZ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0526'2.2 MI NW FROM CORTARO.
 CZ0526'2.3 MILES NORTHWEST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0526'PACIFIC RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO,
 CZ0526'0.1 MILE SOUTHEAST OF THE RAILROAD STATION SIGN AT SABINO, AT RAILROAD
 CZ0526'MILEAGE 970.05, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0526'HEADWALL OF A DOUBLE BOX-TYPE CONCRETE HIGHWAY CULVERT, 70.8 FEET WEST
 CZ0526'OF TELEGRAPH POLE H 7, 16 1/2 FEET NORTHEAST OF THE HIGHWAY
 CZ0526'CENTERLINE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0526
 CZ0526                          STATION RECOVERY (1960)
 CZ0526
 CZ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0526'RECOVERED IN GOOD CONDITION.
 CZ0526
 CZ0526                          STATION RECOVERY (1980)
 CZ0526
 CZ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0526'22.5 KILOMETERS (14 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0526'RAILROAD FROM THE STATION AT TUCSON, 0.6 KILOMETER (0.35 MILE)
 CZ0526'NORTHWEST OF THE JUNCTION OF EL CAMINO DE MANANA ROAD, AT RAILROAD
 CZ0526'MILEAGE 970.05, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL FOR
 CZ0526'A DOUBLE BOX CULVERT UNDER THE FRONTAGE ROAD, 37.5 METERS (123 FEET)
 CZ0526'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK AND 4.9 METERS
 CZ0526'(16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0526'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0526
 CZ0526                          STATION RECOVERY (1997)
 CZ0526
 CZ0526'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0526'RECOVERED IN GOOD CONDITION.
 CZ0526
 CZ0526                          STATION RECOVERY (2006)
 CZ0526
 CZ0526'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0424 ***********************************************************************
 FS0424  DESIGNATION -  2051
 FS0424  PID         -  FS0424
 FS0424  STATE/COUNTY-  AZ/MOHAVE
 FS0424  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0424
 FS0424                         *CURRENT SURVEY CONTROL
 FS0424  ___________________________________________________________________
 FS0424* NAD 83(1986)-  35 56 03.     (N)    114 09 54.     (W)     SCALED    
 FS0424* NAVD 88     -       626.101  (meters)    2054.13   (feet)  POSTED    
 FS0424  ___________________________________________________________________
 FS0424  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FS0424  DYNAMIC HT  -         625.440 (meters)    2051.96  (feet)  COMP
 FS0424  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 FS0424
 FS0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0424
 FS0424.The horizontal coordinates were scaled from a topographic map and have
 FS0424.an estimated accuracy of +/- 6 seconds.
 FS0424
 FS0424.The orthometric height was determined by differential leveling
 FS0424.and adjusted by the  in 1992.
 FS0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0424.rate of 0.0 thru 1.0 mm/km.
 FS0424
 FS0424.The geoid height was determined by GEOID03.
 FS0424
 FS0424.The dynamic height is computed by dividing the NAVD 88
 FS0424.geopotential number by the normal gravity value computed on the
 FS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0424.degrees latitude (g = 980.6199 gals.).
 FS0424
 FS0424.The modeled gravity was interpolated from observed gravity values.
 FS0424
 FS0424;                    North         East    Units  Estimated Accuracy
 FS0424;SPC AZ W     -   547,310.      175,910.      MT  (+/- 180 meters Scaled)
 FS0424
 FS0424                          SUPERSEDED SURVEY CONTROL
 FS0424
 FS0424  NGVD 29 (??/??/92)  625.428  (m)         2051.93   (f) ADJ UNCH    1 1
 FS0424
 FS0424.Superseded values are not recommended for survey control.
 FS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0424.See file dsdata.txt to determine how the superseded data were derived.
 FS0424
 FS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV557803(NAD 83)
 FS0424_MARKER: DD = SURVEY DISK
 FS0424_SETTING: 80 = SET IN A BOULDER
 FS0424_SP_SET: BOULDER
 FS0424_STAMPING: 2054 2051 B 1920 26
 FS0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0424+STABILITY: SURFACE MOTION
 FS0424
 FS0424  HISTORY     - Date     Condition        Report By
 FS0424  HISTORY     - 1920     MONUMENTED       USGS
 FS0424  HISTORY     - 1950     GOOD             NGS
 FS0424  HISTORY     - 19870220 GOOD             USPSQD
 FS0424
 FS0424                          STATION DESCRIPTION
 FS0424
 FS0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0424'6.9 MI S FROM MOUTH OF HUALPAI WASH.
 FS0424'6.9 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0424'WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE EAST EDGE OF HUALPAI
 FS0424'WASH, IN THE TOP OF AN OUTCROP, 49 FEET EAST OF THE CENTER LINE
 FS0424'OF THE ROAD, 44 FEET NORTH OF THE NORTH EDGE OF A 10-FOOT-HIGH
 FS0424'SLOPING BOULDER, 1 1/2 FEET SOUTH OF A CAIRN, AND ABOUT 8 FEET
 FS0424'HIGHER THAN THE ROAD.
 FS0424
 FS0424                          STATION RECOVERY (1987)
 FS0424
 FS0424'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0287 ***********************************************************************
 DU0287  DESIGNATION -  2056
 DU0287  PID         -  DU0287
 DU0287  STATE/COUNTY-  AZ/GILA
 DU0287  USGS QUAD   -  CHRISTMAS (1979)
 DU0287
 DU0287                         *CURRENT SURVEY CONTROL
 DU0287  ___________________________________________________________________
 DU0287* NAD 83(1986)-  33 05 09.     (N)    110 42 46.     (W)     SCALED    
 DU0287* NAVD 88     -       627.13   (+/-2cm)    2057.5    (feet)  VERTCON   
 DU0287  ___________________________________________________________________
 DU0287  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0287
 DU0287.The horizontal coordinates were scaled from a topographic map and have
 DU0287.an estimated accuracy of +/- 6 seconds.
 DU0287
 DU0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0287.The vertical order pertains to the NGVD 29 superseded value.
 DU0287
 DU0287.The geoid height was determined by GEOID03.
 DU0287
 DU0287;                    North         East    Units  Estimated Accuracy
 DU0287;SPC AZ E     -   231,400.      162,380.      MT  (+/- 180 meters Scaled)
 DU0287
 DU0287                          SUPERSEDED SURVEY CONTROL
 DU0287
 DU0287  NGVD 29 (??/??/92)  626.536  (m)         2055.56   (f) ADJ UNCH    2 0
 DU0287
 DU0287.Superseded values are not recommended for survey control.
 DU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0287.See file dsdata.txt to determine how the superseded data were derived.
 DU0287
 DU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB268608(NAD 83)
 DU0287_MARKER: DD = SURVEY DISK
 DU0287_SETTING: 80 = SET IN A BOULDER
 DU0287_SP_SET: BOULDER
 DU0287_STAMPING: 2056
 DU0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0287+STABILITY: SURFACE MOTION
 DU0287
 DU0287  HISTORY     - Date     Condition        Report By
 DU0287  HISTORY     - UNK      MONUMENTED       USGS
 DU0287  HISTORY     - 1933     GOOD             NGS
 DU0287
 DU0287                          STATION DESCRIPTION
 DU0287
 DU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0287'10.8 MI N FROM WINKELMAN.
 DU0287'10.8 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, THENCE 0.3
 DU0287'MILE SOUTHEAST ALONG A ROAD LEADING TO A RANCH HOUSE ACROSS DRIPPING
 DU0287'SPRINGS WASH, AND THENCE WEST ACROSS THE WASH ALONG AN OLD WAGON ROAD.
 DU0287'35 YARDS WEST OF THE WEST EDGE OF THE WASH, 40 FEET SOUTH OF THE
 DU0287'CENTER LINE OF THE ROAD, IN THE TOP OF A BOULDER, ABOUT 1-1/2 FEET
 DU0287'ABOVE THE GROUND, AND ABOUT 25 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0040 ***********************************************************************
 DA0040  DESIGNATION -  2058.2
 DA0040  PID         -  DA0040
 DA0040  STATE/COUNTY-  AZ/PINAL
 DA0040  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0040
 DA0040                         *CURRENT SURVEY CONTROL
 DA0040  ___________________________________________________________________
 DA0040* NAD 83(1986)-  32 38 00.     (N)    112 10 10.     (W)     SCALED    
 DA0040* NAVD 88     -       627.95   (+/-2cm)    2060.2    (feet)  VERTCON   
 DA0040  ___________________________________________________________________
 DA0040  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0040
 DA0040.The horizontal coordinates were scaled from a topographic map and have
 DA0040.an estimated accuracy of +/- 6 seconds.
 DA0040
 DA0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0040.The vertical order pertains to the NGVD 29 superseded value.
 DA0040
 DA0040.The geoid height was determined by GEOID03.
 DA0040
 DA0040;                    North         East    Units  Estimated Accuracy
 DA0040;SPC AZ C     -   181,120.      189,640.      MT  (+/- 180 meters Scaled)
 DA0040
 DA0040                          SUPERSEDED SURVEY CONTROL
 DA0040
 DA0040  NGVD 29 (??/??/92)  627.271  (m)         2057.97   (f) ADJ UNCH    2 0
 DA0040
 DA0040.Superseded values are not recommended for survey control.
 DA0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0040.See file dsdata.txt to determine how the superseded data were derived.
 DA0040
 DA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB903112(NAD 83)
 DA0040_MARKER: B = BOLT
 DA0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0040+STABILITY: SURFACE MOTION
 DA0040
 DA0040  HISTORY     - Date     Condition        Report By
 DA0040  HISTORY     - UNK      MONUMENTED       USGS
 DA0040  HISTORY     - 1952     GOOD             NGS
 DA0040
 DA0040                          STATION DESCRIPTION
 DA0040
 DA0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0040'4.1 MI W FROM BITTER WELL.
 DA0040'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0040'0.9 MILE NORTHWEST ALONG A TRACK ROAD ON A MESQUITE COVERED FLAT, 51
 DA0040'FEET SOUTHWEST AND ACROSS THE ROAD FROM A SMALL NORTHWEST - SOUTHEAST
 DA0040'WASH, 32 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND AN
 DA0040'IRON BOLT IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0040'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1152 ***********************************************************************
 DA1152  DESIGNATION -  2068+21
 DA1152  PID         -  DA1152
 DA1152  STATE/COUNTY-  AZ/YUMA
 DA1152  USGS QUAD   -  TEXAS HILL (1982)
 DA1152
 DA1152                         *CURRENT SURVEY CONTROL
 DA1152  ___________________________________________________________________
 DA1152* NAD 83(1986)-  32 45 00.     (N)    113 39 44.     (W)     SCALED    
 DA1152* NAVD 88     -       110.34   (+/-2cm)     362.0    (feet)  VERTCON   
 DA1152  ___________________________________________________________________
 DA1152  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1152
 DA1152.The horizontal coordinates were scaled from a topographic map and have
 DA1152.an estimated accuracy of +/- 6 seconds.
 DA1152
 DA1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1152.The vertical order pertains to the NGVD 29 superseded value.
 DA1152
 DA1152.The geoid height was determined by GEOID03.
 DA1152
 DA1152;                    North         East    Units  Estimated Accuracy
 DA1152;SPC AZ W     -   194,040.      221,590.      MT  (+/- 180 meters Scaled)
 DA1152
 DA1152                          SUPERSEDED SURVEY CONTROL
 DA1152
 DA1152  NGVD 29 (??/??/92)  109.727  (m)          360.00   (f) ADJ UNCH    2 0
 DA1152
 DA1152.Superseded values are not recommended for survey control.
 DA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1152.See file dsdata.txt to determine how the superseded data were derived.
 DA1152
 DA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB505267(NAD 83)
 DA1152_MARKER: DD = SURVEY DISK
 DA1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1152_SP_SET: BRIDGE
 DA1152_STAMPING: 2068 + 21 359.98 1955
 DA1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1152
 DA1152  HISTORY     - Date     Condition        Report By
 DA1152  HISTORY     - 1955     MONUMENTED       AZHD
 DA1152  HISTORY     - 1960     GOOD             NGS
 DA1152  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1152  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1152
 DA1152                          STATION DESCRIPTION
 DA1152
 DA1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1152'5.3 MI E FROM MOHAWK.
 DA1152'5.3 MILES EAST ON U.S. HIGHWAY 80 FROM MOHAWK, 20 FEET SOUTH OF THE
 DA1152'CENTERLINE OF THE HIGHWAY, SET IN THE CENTER OF THE SOUTH HEADWALL OF
 DA1152'A CONCRETE BRIDGE.
 DA1152
 DA1152                          STATION RECOVERY (1981)
 DA1152
 DA1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1152'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1152'MARK BELIEVED DESTROYED.
 DA1152
 DA1152                          STATION RECOVERY (1981)
 DA1152
 DA1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1152'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1152'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0594 ***********************************************************************
 CZ0594  DESIGNATION -  2086.2
 CZ0594  PID         -  CZ0594
 CZ0594  STATE/COUNTY-  AZ/PIMA
 CZ0594  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0594
 CZ0594                         *CURRENT SURVEY CONTROL
 CZ0594  ___________________________________________________________________
 CZ0594* NAD 83(1986)-  32 26 36.     (N)    111 24 10.     (W)     SCALED    
 CZ0594* NAVD 88     -       636.38   (+/-2cm)    2087.9    (feet)  VERTCON   
 CZ0594  ___________________________________________________________________
 CZ0594  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0594
 CZ0594.The horizontal coordinates were scaled from a topographic map and have
 CZ0594.an estimated accuracy of +/- 6 seconds.
 CZ0594
 CZ0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0594.The vertical order pertains to the NGVD 29 superseded value.
 CZ0594
 CZ0594.The geoid height was determined by GEOID03.
 CZ0594
 CZ0594;                    North         East    Units  Estimated Accuracy
 CZ0594;SPC AZ C     -   160,140.      261,680.      MT  (+/- 180 meters Scaled)
 CZ0594
 CZ0594                          SUPERSEDED SURVEY CONTROL
 CZ0594
 CZ0594  NGVD 29 (??/??/92)  635.848  (m)         2086.11   (f) ADJ UNCH    2 0
 CZ0594
 CZ0594.Superseded values are not recommended for survey control.
 CZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0594.See file dsdata.txt to determine how the superseded data were derived.
 CZ0594
 CZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA621896(NAD 83)
 CZ0594_MARKER: Z = SEE DESCRIPTION
 CZ0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0594_SP_SET: TREE
 CZ0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0594
 CZ0594  HISTORY     - Date     Condition        Report By
 CZ0594  HISTORY     - UNK      MONUMENTED       USGS
 CZ0594  HISTORY     - 1951     GOOD             NGS
 CZ0594
 CZ0594                          STATION DESCRIPTION
 CZ0594
 CZ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0594'18.1 MI W FROM RILLITO.
 CZ0594'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0594'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0594'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.6
 CZ0594'MILES WEST ACROSS THE MARANA NO 2 AIRPORT ALONG SILVER BELL ROAD, AND
 CZ0594'SET IN THE TOP OF A SAWED OFF LIMB OF A PALO VERDE TREE AND ABOUT 1
 CZ0594'FOOT ABOVE THE GROUND, A METAL TAG STAMPED 2086.2 IS FASTNED TO THE
 CZ0594'TREE, 115 FEET SOUTHEAST OF THE CENTER OF A Y JUNCTION OF A DIRT ROAD
 CZ0594'LEADING SOUTHWEST, 60 FEET SOUTH OF THE CENTER LINE OF SILVER BELL
 CZ0594'ROAD, 23 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, AND
 CZ0594'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1153 ***********************************************************************
 DA1153  DESIGNATION -  2090+91
 DA1153  PID         -  DA1153
 DA1153  STATE/COUNTY-  AZ/YUMA
 DA1153  USGS QUAD   -  TEXAS HILL (1982)
 DA1153
 DA1153                         *CURRENT SURVEY CONTROL
 DA1153  ___________________________________________________________________
 DA1153* NAD 83(1986)-  32 45 08.     (N)    113 39 19.     (W)     SCALED    
 DA1153* NAVD 88     -       110.36   (+/-2cm)     362.1    (feet)  VERTCON   
 DA1153  ___________________________________________________________________
 DA1153  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1153
 DA1153.The horizontal coordinates were scaled from a topographic map and have
 DA1153.an estimated accuracy of +/- 6 seconds.
 DA1153
 DA1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1153.The vertical order pertains to the NGVD 29 superseded value.
 DA1153
 DA1153.The geoid height was determined by GEOID03.
 DA1153
 DA1153;                    North         East    Units  Estimated Accuracy
 DA1153;SPC AZ W     -   194,290.      222,240.      MT  (+/- 180 meters Scaled)
 DA1153
 DA1153                          SUPERSEDED SURVEY CONTROL
 DA1153
 DA1153  NGVD 29 (??/??/92)  109.745  (m)          360.06   (f) ADJ UNCH    2 0
 DA1153
 DA1153.Superseded values are not recommended for survey control.
 DA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1153.See file dsdata.txt to determine how the superseded data were derived.
 DA1153
 DA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB512269(NAD 83)
 DA1153_MARKER: DD = SURVEY DISK
 DA1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1153_SP_SET: BRIDGE
 DA1153_STAMPING: 2090 + 91 360.09 1955
 DA1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1153
 DA1153  HISTORY     - Date     Condition        Report By
 DA1153  HISTORY     - 1958     MONUMENTED       AZHD
 DA1153  HISTORY     - 1960     GOOD             NGS
 DA1153  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1153  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1153
 DA1153                          STATION DESCRIPTION
 DA1153
 DA1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1153'6.2 MI E FROM MOHAWK.
 DA1153'6.2 MILES EAST ON U.S. HIGHWAY 80 FROM MOHAWK LODGE TO A CONCRETE
 DA1153'BRIDGE, 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN A DRILL
 DA1153'HOLE IN THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE BRIDGE.
 DA1153
 DA1153                          STATION RECOVERY (1981)
 DA1153
 DA1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1153'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1153'MARK BELIEVED DESTROYED.
 DA1153
 DA1153                          STATION RECOVERY (1981)
 DA1153
 DA1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1153'SEARCHED FOR BUT NOT RECOVERED, NEW BRIDGE BUILT IN AREA DESCRIBED,
 DA1153'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1569 ***********************************************************************
 DV1569  DESIGNATION -  21 A
 DV1569  PID         -  DV1569
 DV1569  STATE/COUNTY-  AZ/LA PAZ
 DV1569  USGS QUAD   -  HOPE SW (1990)
 DV1569
 DV1569                         *CURRENT SURVEY CONTROL
 DV1569  ___________________________________________________________________
 DV1569* NAD 83(1986)-  33 36 54.     (N)    113 39 28.     (W)     SCALED    
 DV1569* NAVD 88     -       389.25   (+/-2cm)    1277.1    (feet)  VERTCON   
 DV1569  ___________________________________________________________________
 DV1569  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1569
 DV1569.The horizontal coordinates were scaled from a topographic map and have
 DV1569.an estimated accuracy of +/- 6 seconds.
 DV1569
 DV1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1569.The vertical order pertains to the NGVD 29 superseded value.
 DV1569
 DV1569.The geoid height was determined by GEOID03.
 DV1569
 DV1569;                    North         East    Units  Estimated Accuracy
 DV1569;SPC AZ W     -   289,970.      221,920.      MT  (+/- 180 meters Scaled)
 DV1569
 DV1569                          SUPERSEDED SURVEY CONTROL
 DV1569
 DV1569  NGVD 29 (??/??/92)  388.567  (m)         1274.82   (f) ADJ UNCH    2 0
 DV1569
 DV1569.Superseded values are not recommended for survey control.
 DV1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1569.See file dsdata.txt to determine how the superseded data were derived.
 DV1569
 DV1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC534226(NAD 83)
 DV1569_MARKER: DD = SURVEY DISK
 DV1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1569_STAMPING: 21 A 1962
 DV1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1569+STABILITY: SURFACE MOTION
 DV1569
 DV1569  HISTORY     - Date     Condition        Report By
 DV1569  HISTORY     - 1962     MONUMENTED       AZHD
 DV1569  HISTORY     - 19870212 GOOD             USGS
 DV1569
 DV1569                          STATION DESCRIPTION
 DV1569
 DV1569'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1569'16.65 MI SW FROM SALOME.
 DV1569'0.5 MILE EAST-SOUTHEAST OF M 396 21, AN ARIZONA HIGHWAY DEPARTMENT
 DV1569'DISK STAMPED 21 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1569'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1569'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1569
 DV1569                          STATION RECOVERY (1987)
 DV1569
 DV1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0206 ***********************************************************************
 CF0206  DESIGNATION -  21 BKC
 CF0206  PID         -  CF0206
 CF0206  STATE/COUNTY-  AZ/COCHISE
 CF0206  USGS QUAD   -  PEARCE (1985)
 CF0206
 CF0206                         *CURRENT SURVEY CONTROL
 CF0206  ___________________________________________________________________
 CF0206* NAD 83(1986)-  31 55 10.     (N)    109 45 44.     (W)     SCALED    
 CF0206* NAVD 88     -      1302.722  (meters)    4274.01   (feet)  ADJUSTED  
 CF0206  ___________________________________________________________________
 CF0206  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CF0206  DYNAMIC HT  -        1300.729 (meters)    4267.48  (feet)  COMP
 CF0206  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 CF0206
 CF0206  VERT ORDER  -  FIRST     CLASS II
 CF0206
 CF0206.The horizontal coordinates were scaled from a topographic map and have
 CF0206.an estimated accuracy of +/- 6 seconds.
 CF0206
 CF0206.The orthometric height was determined by differential leveling
 CF0206.and adjusted in June 1991.
 CF0206
 CF0206.The geoid height was determined by GEOID03.
 CF0206
 CF0206.The dynamic height is computed by dividing the NAVD 88
 CF0206.geopotential number by the normal gravity value computed on the
 CF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0206.degrees latitude (g = 980.6199 gals.).
 CF0206
 CF0206.The modeled gravity was interpolated from observed gravity values.
 CF0206
 CF0206;                    North         East    Units  Estimated Accuracy
 CF0206;SPC AZ E     -   102,010.      251,610.      MT  (+/- 180 meters Scaled)
 CF0206
 CF0206                          SUPERSEDED SURVEY CONTROL
 CF0206
 CF0206.No superseded survey control is available for this station.
 CF0206
 CF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA170321(NAD 83)
 CF0206_MARKER: DD = SURVEY DISK
 CF0206_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CF0206_SP_SET: UNSPECIFIED DEEP
 CF0206_STAMPING: 21 BKC 1974
 CF0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0206+STABILITY: SURFACE MOTION
 CF0206
 CF0206  HISTORY     - Date     Condition        Report By
 CF0206  HISTORY     - 1974     MONUMENTED       USGS
 CF0206  HISTORY     - 1980     GOOD             NGS
 CF0206
 CF0206                          STATION DESCRIPTION
 CF0206
 CF0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0206'16.0 KM SE FROM PEARCE.
 CF0206'14.45 KILOMETERS (9.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0206'FROM THE POST OFFICE IN PEARCE, THENCE 1.6 KILOMETERS (1.0 MILE)
 CF0206'NORTH ALONG KANSAS SETTLEMENT ROAD, 12.2 METERS (39.9 FEET)
 CF0206'EAST OF THE CENTERLINE OF THE ROAD, 0.4 METERS (1.4 FEET) NORTH
 CF0206'OF A T-JUNCTION IN THE RIGHT-OF-WAY FENCELINE, 0.3 METER
 CF0206'(1 FOOT) WEST OF RIGHT-OF-WAY FENCE.
 CF0206'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CF0206'THE MARK IS 0.3 M BELOW CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0811 ***********************************************************************
 FQ0811  DESIGNATION -  21 BKC
 FQ0811  PID         -  FQ0811
 FQ0811  STATE/COUNTY-  AZ/COCONINO
 FQ0811  USGS QUAD   -  WUPATKI SW (1969)
 FQ0811
 FQ0811                         *CURRENT SURVEY CONTROL
 FQ0811  ___________________________________________________________________
 FQ0811* NAD 83(1986)-  35 32 14.     (N)    111 27 12.     (W)     SCALED    
 FQ0811* NAVD 88     -      1658.643  (meters)    5441.73   (feet)  POSTED    
 FQ0811  ___________________________________________________________________
 FQ0811  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FQ0811  DYNAMIC HT  -        1656.490 (meters)    5434.67  (feet)  COMP
 FQ0811  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 FQ0811
 FQ0811  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0811
 FQ0811.The horizontal coordinates were scaled from a topographic map and have
 FQ0811.an estimated accuracy of +/- 6 seconds.
 FQ0811
 FQ0811.The orthometric height was determined by differential leveling
 FQ0811.and adjusted by the  in 1992.
 FQ0811.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0811.rate of 0.0 thru 1.0 mm/km.
 FQ0811
 FQ0811.The geoid height was determined by GEOID03.
 FQ0811
 FQ0811.The dynamic height is computed by dividing the NAVD 88
 FQ0811.geopotential number by the normal gravity value computed on the
 FQ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0811.degrees latitude (g = 980.6199 gals.).
 FQ0811
 FQ0811.The modeled gravity was interpolated from observed gravity values.
 FQ0811
 FQ0811;                    North         East    Units  Estimated Accuracy
 FQ0811;SPC AZ C     -   503,270.      255,370.      MT  (+/- 180 meters Scaled)
 FQ0811
 FQ0811                          SUPERSEDED SURVEY CONTROL
 FQ0811
 FQ0811  NGVD 29 (??/??/92) 1657.75   (m)         5438.8    (f) COMPUTED    2 2
 FQ0811
 FQ0811.Superseded values are not recommended for survey control.
 FQ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0811.See file dsdata.txt to determine how the superseded data were derived.
 FQ0811
 FQ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE589327(NAD 83)
 FQ0811_MARKER: DB = BENCH MARK DISK
 FQ0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0811_SP_SET: COPPER-CLAD STEEL ROD
 FQ0811_STAMPING: 21 BKC 1968 5439
 FQ0811_MARK LOGO: USGS  
 FQ0811_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0811+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0811
 FQ0811  HISTORY     - Date     Condition        Report By
 FQ0811  HISTORY     - 1968     MONUMENTED       USGS
 FQ0811
 FQ0811                          STATION DESCRIPTION
 FQ0811
 FQ0811'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0811'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0811'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0811'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0811'NATIONAL MONUMENT, THENCE 6.6 MILES EAST ALONG THE MONUMENT ROAD, 41
 FQ0811'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A WITNESS
 FQ0811'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0811'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0783 ***********************************************************************
 FQ0783  DESIGNATION -  21 HLS
 FQ0783  PID         -  FQ0783
 FQ0783  STATE/COUNTY-  AZ/NAVAJO
 FQ0783  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0783
 FQ0783                         *CURRENT SURVEY CONTROL
 FQ0783  ___________________________________________________________________
 FQ0783* NAD 83(1986)-  35 09 02.     (N)    110 12 21.     (W)     SCALED    
 FQ0783* NAVD 88     -      1603.643  (meters)    5261.29   (feet)  ADJUSTED  
 FQ0783  ___________________________________________________________________
 FQ0783  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FQ0783  DYNAMIC HT  -        1601.497 (meters)    5254.24  (feet)  COMP
 FQ0783  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 FQ0783
 FQ0783  VERT ORDER  -  THIRD
 FQ0783
 FQ0783.The horizontal coordinates were scaled from a topographic map and have
 FQ0783.an estimated accuracy of +/- 6 seconds.
 FQ0783
 FQ0783.The orthometric height was determined by differential leveling
 FQ0783.and adjusted in June 1991.
 FQ0783
 FQ0783.The geoid height was determined by GEOID03.
 FQ0783
 FQ0783.The dynamic height is computed by dividing the NAVD 88
 FQ0783.geopotential number by the normal gravity value computed on the
 FQ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0783.degrees latitude (g = 980.6199 gals.).
 FQ0783
 FQ0783.The modeled gravity was interpolated from observed gravity values.
 FQ0783
 FQ0783;                    North         East    Units  Estimated Accuracy
 FQ0783;SPC AZ E     -   460,280.      209,790.      MT  (+/- 180 meters Scaled)
 FQ0783
 FQ0783                          SUPERSEDED SURVEY CONTROL
 FQ0783
 FQ0783.No superseded survey control is available for this station.
 FQ0783
 FQ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD723900(NAD 83)
 FQ0783_MARKER: DB = BENCH MARK DISK
 FQ0783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0783_SP_SET: COPPER-CLAD STEEL ROD
 FQ0783_STAMPING: 21 HLS 1970 5259
 FQ0783_MARK LOGO: USGS  
 FQ0783_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0783+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0783
 FQ0783  HISTORY     - Date     Condition        Report By
 FQ0783  HISTORY     - 1970     MONUMENTED       USGS
 FQ0783
 FQ0783                          STATION DESCRIPTION
 FQ0783
 FQ0783'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0783'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0783'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0783'HIGHWAY 77, THENCE 7.8 MILES WEST ALONG A ROAD, 106 FEET SOUTHWEST OF
 FQ0783'A SMALL WASH, 68 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 FQ0783'NORTHWEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0783'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1265 ***********************************************************************
 CY1265  DESIGNATION -  21 RS RESET
 CY1265  PID         -  CY1265
 CY1265  STATE/COUNTY-  AZ/GRAHAM
 CY1265  USGS QUAD   -  TANQUE (1966)
 CY1265
 CY1265                         *CURRENT SURVEY CONTROL
 CY1265  ___________________________________________________________________
 CY1265* NAD 83(1986)-  32 37 07.     (N)    109 34 08.     (W)     SCALED    
 CY1265* NAVD 88     -      1020.24   (+/-2cm)    3347.2    (feet)  VERTCON   
 CY1265  ___________________________________________________________________
 CY1265  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1265
 CY1265.The horizontal coordinates were scaled from a topographic map and have
 CY1265.an estimated accuracy of +/- 6 seconds.
 CY1265
 CY1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1265.The vertical order pertains to the NGVD 29 superseded value.
 CY1265
 CY1265.The geoid height was determined by GEOID03.
 CY1265
 CY1265;                    North         East    Units  Estimated Accuracy
 CY1265;SPC AZ E     -   179,620.      269,460.      MT  (+/- 180 meters Scaled)
 CY1265
 CY1265                          SUPERSEDED SURVEY CONTROL
 CY1265
 CY1265  NGVD 29 (??/??/92) 1019.57   (m)         3345.0    (f) COMPUTED    2 0
 CY1265
 CY1265.Superseded values are not recommended for survey control.
 CY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1265.See file dsdata.txt to determine how the superseded data were derived.
 CY1265
 CY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB342099(NAD 83)
 CY1265_MARKER: DB = BENCH MARK DISK
 CY1265_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1265_SP_SET: PREFAB CONC. POST IN EARTH
 CY1265_STAMPING: 21 RS 1941 RESET 1972 3345
 CY1265_MARK LOGO: USGS  
 CY1265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1265+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1265
 CY1265  HISTORY     - Date     Condition        Report By
 CY1265  HISTORY     - 1972     MONUMENTED       USGS
 CY1265
 CY1265                          STATION DESCRIPTION
 CY1265
 CY1265'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1265'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1265'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 7.6
 CY1265'MILES EAST ALONG A DIRT ROAD, ABOUT 0.2 MILES WEST OF THE WEST END OF
 CY1265'A CURVE, ON A LONG STRAIGHT STRETCH OF ROAD, 42 FEET NORTH AND ABOUT
 CY1265'1.0 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 CY1265'WITNESS POST, IN CONCRETE POST PROJECTING 0.7 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2511 ***********************************************************************
 CZ2511  DESIGNATION -  21 WBC
 CZ2511  PID         -  CZ2511
 CZ2511  STATE/COUNTY-  AZ/PINAL
 CZ2511  USGS QUAD   -  ELOY NORTH (1992)
 CZ2511
 CZ2511                         *CURRENT SURVEY CONTROL
 CZ2511  ___________________________________________________________________
 CZ2511* NAD 83(1986)-  32 46 31.     (N)    111 30 39.     (W)     SCALED    
 CZ2511* NAVD 88     -       472.523  (meters)    1550.27   (feet)  ADJUSTED  
 CZ2511  ___________________________________________________________________
 CZ2511  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ2511  DYNAMIC HT  -         471.929 (meters)    1548.32  (feet)  COMP
 CZ2511  MODELED GRAV-     979,368.3   (mgal)                       NAVD 88
 CZ2511
 CZ2511  VERT ORDER  -  FIRST     CLASS II
 CZ2511
 CZ2511.The horizontal coordinates were scaled from a topographic map and have
 CZ2511.an estimated accuracy of +/- 6 seconds.
 CZ2511
 CZ2511.The orthometric height was determined by differential leveling
 CZ2511.and adjusted in November 1993.
 CZ2511
 CZ2511.The geoid height was determined by GEOID03.
 CZ2511
 CZ2511.The dynamic height is computed by dividing the NAVD 88
 CZ2511.geopotential number by the normal gravity value computed on the
 CZ2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2511.degrees latitude (g = 980.6199 gals.).
 CZ2511
 CZ2511.The modeled gravity was interpolated from observed gravity values.
 CZ2511
 CZ2511;                    North         East    Units  Estimated Accuracy
 CZ2511;SPC AZ C     -   196,910.      251,380.      MT  (+/- 180 meters Scaled)
 CZ2511
 CZ2511                          SUPERSEDED SURVEY CONTROL
 CZ2511
 CZ2511.No superseded survey control is available for this station.
 CZ2511
 CZ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521264(NAD 83)
 CZ2511_MARKER: DB = BENCH MARK DISK
 CZ2511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2511_SP_SET: COPPER-CLAD STEEL ROD
 CZ2511_STAMPING: 21 WBC 1977 1550
 CZ2511_MARK LOGO: USGS  
 CZ2511_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2511+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 CZ2511
 CZ2511  HISTORY     - Date     Condition        Report By
 CZ2511  HISTORY     - 1977     MONUMENTED       USGS
 CZ2511  HISTORY     - 19920103 GOOD             NGS
 CZ2511  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 CZ2511
 CZ2511                          STATION DESCRIPTION
 CZ2511
 CZ2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2511'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2511'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2511'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ2511'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 4.6 KM (2.85 MI)
 CZ2511'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, O.3 KM SOUTH OF THE
 CZ2511'INTERSECTION OF HOUSER ROAD, 12.4 M (40.7 FT) WEST OF THE NEAR RAIL,
 CZ2511'9.4 M (30.8 FT) EAST OF THE EAST BANK OF AN IRRIGATION DITCH, 1.6 M
 CZ2511'(5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.9 M (3.0 FT) SOUTH OF
 CZ2511'RAILROAD MILEPOST 976, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 CZ2511'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE
 CZ2511'GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 CZ2511
 CZ2511                          STATION RECOVERY (2007)
 CZ2511
 CZ2511'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2511'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2511'MARK.
 CZ2511'THE WITNESS POST IS MISSING, AND THE DESCRIBED AREA APPEARS TO HAVE
 CZ2511'BEEN CULTIVATED WITHIN THE LAST TEN YEARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0025 ***********************************************************************
 CZ0025  DESIGNATION -  21+
 CZ0025  PID         -  CZ0025
 CZ0025  STATE/COUNTY-  AZ/COCHISE
 CZ0025  USGS QUAD   -  DRAGOON (1995)
 CZ0025
 CZ0025                         *CURRENT SURVEY CONTROL
 CZ0025  ___________________________________________________________________
 CZ0025* NAD 83(1986)-  32 04 53.     (N)    110 03 05.     (W)     SCALED    
 CZ0025* NAVD 88     -      1482.753  (meters)    4864.67   (feet)  ADJUSTED  
 CZ0025  ___________________________________________________________________
 CZ0025  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CZ0025  DYNAMIC HT  -        1480.475 (meters)    4857.19  (feet)  COMP
 CZ0025  MODELED GRAV-     979,050.5   (mgal)                       NAVD 88
 CZ0025
 CZ0025  VERT ORDER  -  FIRST     CLASS II
 CZ0025
 CZ0025.The horizontal coordinates were scaled from a topographic map and have
 CZ0025.an estimated accuracy of +/- 6 seconds.
 CZ0025
 CZ0025.The orthometric height was determined by differential leveling
 CZ0025.and adjusted in June 1991.
 CZ0025
 CZ0025.The geoid height was determined by GEOID03.
 CZ0025
 CZ0025.The dynamic height is computed by dividing the NAVD 88
 CZ0025.geopotential number by the normal gravity value computed on the
 CZ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0025.degrees latitude (g = 980.6199 gals.).
 CZ0025
 CZ0025.The modeled gravity was interpolated from observed gravity values.
 CZ0025
 CZ0025;                    North         East    Units  Estimated Accuracy
 CZ0025;SPC AZ E     -   119,900.      224,240.      MT  (+/- 180 meters Scaled)
 CZ0025
 CZ0025                          SUPERSEDED SURVEY CONTROL
 CZ0025
 CZ0025  NGVD 29 (??/??/92) 1481.866  (m)         4861.76   (f) ADJ UNCH    1 2
 CZ0025
 CZ0025.Superseded values are not recommended for survey control.
 CZ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0025.See file dsdata.txt to determine how the superseded data were derived.
 CZ0025
 CZ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA895498(NAD 83)
 CZ0025_MARKER: DD = SURVEY DISK
 CZ0025_SETTING: 0 = UNSPECIFIED SETTING
 CZ0025_STAMPING: 21+4862.60 1958
 CZ0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0025
 CZ0025  HISTORY     - Date     Condition        Report By
 CZ0025  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0025  HISTORY     - 1960     GOOD             NGS
 CZ0025  HISTORY     - 1967     GOOD             AZDT
 CZ0025  HISTORY     - 1979     GOOD             NGS
 CZ0025
 CZ0025                          STATION DESCRIPTION
 CZ0025
 CZ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0025'17.95 MI E FROM BENSON.
 CZ0025'17.95 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0025'HIGHWAY 86, 0.35 MILE EAST OF MILEPOST 310, 14 FEET NORTHEAST OF THE
 CZ0025'CENTER OF JOHNSON OVERPASS, 3.8 FEET NORTH OF THE SOUTHEAST END OF THE
 CZ0025'OVERPASS AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE SURFACE.
 CZ0025
 CZ0025                          STATION RECOVERY (1967)
 CZ0025
 CZ0025'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 CZ0025'RECOVERED IN GOOD CONDITION.
 CZ0025
 CZ0025                          STATION RECOVERY (1979)
 CZ0025
 CZ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0025'29.3 KILOMETERS (18.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0025'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN TOP OF THE
 CZ0025'SOUTHEAST END OF THE CONCRETE CURBING AT THE EAST CORNER OF THE
 CZ0025'JOHNSON ROAD OVERPASS, 4.6 METERS (15.2 FEET) NORTHEAST OF THE
 CZ0025'CENTERLINE OF THE ROAD AND 1.1 METERS (3.8 FEET) NORTHWEST OF THE
 CZ0025'SOUTHEAST END OF THE CURB.
 CZ0025'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0460 ***********************************************************************
 DU0460  DESIGNATION -  2105
 DU0460  PID         -  DU0460
 DU0460  STATE/COUNTY-  AZ/MARICOPA
 DU0460  USGS QUAD   -  GOLDFIELD (1981)
 DU0460
 DU0460                         *CURRENT SURVEY CONTROL
 DU0460  ___________________________________________________________________
 DU0460* NAD 83(1986)-  33 28 25.     (N)    111 28 30.     (W)     SCALED    
 DU0460* NAVD 88     -       642.199  (meters)    2106.95   (feet)  ADJUSTED  
 DU0460  ___________________________________________________________________
 DU0460  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DU0460  DYNAMIC HT  -         641.396 (meters)    2104.31  (feet)  COMP
 DU0460  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 DU0460
 DU0460  VERT ORDER  -  FIRST     CLASS II
 DU0460
 DU0460.The horizontal coordinates were scaled from a topographic map and have
 DU0460.an estimated accuracy of +/- 6 seconds.
 DU0460
 DU0460.The orthometric height was determined by differential leveling
 DU0460.and adjusted in June 1991.
 DU0460
 DU0460.The geoid height was determined by GEOID03.
 DU0460
 DU0460.The dynamic height is computed by dividing the NAVD 88
 DU0460.geopotential number by the normal gravity value computed on the
 DU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0460.degrees latitude (g = 980.6199 gals.).
 DU0460
 DU0460.The modeled gravity was interpolated from observed gravity values.
 DU0460
 DU0460;                    North         East    Units  Estimated Accuracy
 DU0460;SPC AZ C     -   274,360.      254,410.      MT  (+/- 180 meters Scaled)
 DU0460
 DU0460                          SUPERSEDED SURVEY CONTROL
 DU0460
 DU0460  NGVD 29 (??/??/92)  641.579  (m)         2104.91   (f) ADJ UNCH    1 2
 DU0460
 DU0460.Superseded values are not recommended for survey control.
 DU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0460.See file dsdata.txt to determine how the superseded data were derived.
 DU0460
 DU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC558038(NAD 83)
 DU0460_MARKER: P = PIPE CAP
 DU0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0460_STAMPING: 2105 PHNX
 DU0460_PROJECTION: PROJECTING 36 CENTIMETERS
 DU0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0460+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DU0460
 DU0460  HISTORY     - Date     Condition        Report By
 DU0460  HISTORY     - UNK      MONUMENTED       USGS
 DU0460  HISTORY     - 1948     GOOD             NGS
 DU0460  HISTORY     - 1980     GOOD             NGS
 DU0460  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 DU0460  HISTORY     - 20060812 GOOD             GEOCAC
 DU0460  HISTORY     - 20070324 GOOD             USPSQD
 DU0460  HISTORY     - 20081022 GOOD             GEOCAC
 DU0460
 DU0460                          STATION DESCRIPTION
 DU0460
 DU0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0460'5.9 MI NE FROM APACHE JUNCTION.
 DU0460'ABOUT 5.9 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0460'JUNCTION, ABOUT 1.4 MILES NORTHEAST OF THE GOLDFIELD MINE, 33.5 FEET
 DU0460'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTHEAST OF A
 DU0460'WHITE WOODEN WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 DU0460'PIPE PROJECTING 14 INCHES.
 DU0460
 DU0460                          STATION RECOVERY (1980)
 DU0460
 DU0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0460'9.6 KM (6.0 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION OF
 DU0460'U.S. HIGHWAY 60 AT APACHE JUNCTION, 1.0 KM (0.65 MI) NORTHEAST OF THE
 DU0460'MARICOPA-PINAL COUNTY LINE, 0.25 KM (0.15 MI) SOUTHEAST ACROSS
 DU0460'COUNTRY FROM THE GOLDEN HILLSIDE MINE, 0.2 KM (0.1 MI) SOUTH OF HIGHWA
 DU0460'MILEPOST 202, AT THE SOUTHEAST CORNER OF THE Y JUNCTION OF THE
 DU0460'FORKS OF A DIRT ROAD LEADING EAST, 25.6 METERS (84.0 FT) EAST OF THE
 DU0460'CENTERLINE OF THE HIGHWAY, 30.5 METERS (100 FT) SOUTH OF THE
 DU0460'CENTERLINE OF THE DIRT ROAD, 10.4 METERS (34.0 FT) EAST OF THE
 DU0460'CENTERLINE OF THE SOUTH FORK.
 DU0460'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DU0460'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU0460
 DU0460                          STATION RECOVERY (2003)
 DU0460
 DU0460'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0460'MARK NOT FOUND. HOLE WAS DUG WHERE MARK SHOULD HAVE BEEN.
 DU0460
 DU0460                          STATION RECOVERY (2006)
 DU0460
 DU0460'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0460'RECOVERED IN GOOD CONDITION.
 DU0460
 DU0460                          STATION RECOVERY (2007)
 DU0460
 DU0460'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0460'RECOVERED AS DESCRIBED.
 DU0460
 DU0460                          STATION RECOVERY (2008)
 DU0460
 DU0460'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0460'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU0460'OF N 33 28.429' W 111 28.514'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0458 ***********************************************************************
 DU0458  DESIGNATION -  2107
 DU0458  PID         -  DU0458
 DU0458  STATE/COUNTY-  AZ/MARICOPA
 DU0458  USGS QUAD   -  GOLDFIELD (1981)
 DU0458
 DU0458                         *CURRENT SURVEY CONTROL
 DU0458  ___________________________________________________________________
 DU0458* NAD 83(1986)-  33 29 46.     (N)    111 27 56.     (W)     SCALED    
 DU0458* NAVD 88     -       642.871  (meters)    2109.15   (feet)  ADJUSTED  
 DU0458  ___________________________________________________________________
 DU0458  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU0458  DYNAMIC HT  -         642.067 (meters)    2106.51  (feet)  COMP
 DU0458  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 DU0458
 DU0458  VERT ORDER  -  FIRST     CLASS II
 DU0458
 DU0458.The horizontal coordinates were scaled from a topographic map and have
 DU0458.an estimated accuracy of +/- 6 seconds.
 DU0458
 DU0458.The orthometric height was determined by differential leveling
 DU0458.and adjusted in June 1991.
 DU0458
 DU0458.The geoid height was determined by GEOID03.
 DU0458
 DU0458.The dynamic height is computed by dividing the NAVD 88
 DU0458.geopotential number by the normal gravity value computed on the
 DU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0458.degrees latitude (g = 980.6199 gals.).
 DU0458
 DU0458.The modeled gravity was interpolated from observed gravity values.
 DU0458
 DU0458;                    North         East    Units  Estimated Accuracy
 DU0458;SPC AZ C     -   276,860.      255,280.      MT  (+/- 180 meters Scaled)
 DU0458
 DU0458                          SUPERSEDED SURVEY CONTROL
 DU0458
 DU0458  NGVD 29 (??/??/92)  642.253  (m)         2107.13   (f) ADJ UNCH    1 2
 DU0458
 DU0458.Superseded values are not recommended for survey control.
 DU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0458.See file dsdata.txt to determine how the superseded data were derived.
 DU0458
 DU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC567063(NAD 83)
 DU0458_MARKER: P = PIPE CAP
 DU0458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0458_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0458_STAMPING: 2107 PHNX
 DU0458_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0458+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DU0458
 DU0458  HISTORY     - Date     Condition        Report By
 DU0458  HISTORY     - UNK      MONUMENTED       USGS
 DU0458  HISTORY     - 1948     GOOD             NGS
 DU0458  HISTORY     - 1980     GOOD             NGS
 DU0458  HISTORY     - 20031025 GOOD             USPSQD
 DU0458  HISTORY     - 20070512 GOOD             GEOCAC
 DU0458  HISTORY     - 20081022 GOOD             GEOCAC
 DU0458
 DU0458                          STATION DESCRIPTION
 DU0458
 DU0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0458'7.6 MI NE FROM APACHE JUNCTION.
 DU0458'ABOUT 7.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0458'JUNCTION, ON THE NORTHWEST SLOPE OF A SMALL RIDGE, AT GOVERMENT WELL,
 DU0458'ABOUT 318 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE HIGHWAY
 DU0458'MAINTENANCE HOUSE, ABOUT 261 FEET NORTHEAST OF A WINDMILL KNOWN
 DU0458'LOCALLY AS THE ORIGINAL GOVERMENT WELL, 234 FEET NORTHWEST OF THE
 DU0458'CENTER LINE OF THE HIGHWAY, 24.0 FEET SOUTHEAST OF THE CENTER LINE OF
 DU0458'A DIM ROAD ON THE NORTHWEST SIDE OF A RIDGE, 1.8 FEET NORTHEAST OF A
 DU0458'WHITE WOODEN WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 DU0458'PIPE PROJECTING 13 INCHES.
 DU0458
 DU0458                          STATION RECOVERY (1980)
 DU0458
 DU0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0458'12.4 KM (7.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0458'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, SET ON THE NORTH SIDE OF A
 DU0458'RIDGE BETWEEN THE HIGHWAY AND A DIRT ROAD LEADING NORTH TO A LIVESTOCK
 DU0458'CORRAL, 81.0 METERS (266 FT) NORTH-NORTHEAST OF A WINDMILL KNOWN
 DU0458'AS THE ORIGINAL GOVERNMENT WELL,71.3 METERS (234 FT) NORTHWEST OF THE
 DU0458'CENTERLINE OF THE HIGHWAY, 66.7 METERS (219 FT) NORTHWEST OF THE
 DU0458'NORTHWEST END OF A 1.8-METER (6.0 FT) STEEL PIPE CULVERT
 DU0458'WITH A CONCRETE HEADWALL, 45.7 METERS (150 FT) NORTHEAST
 DU0458'OF A WATER TANK, 7.3 METERS (24.0 FT) EAST OF THE CENTERLINE OF THE
 DU0458'DIRT ROAD.
 DU0458'THE MARK IS 1.2 M ABOVE THE DIRT ROAD.
 DU0458
 DU0458                          STATION RECOVERY (2003)
 DU0458
 DU0458'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0458'RECOVERED IN GOOD SHAPE
 DU0458
 DU0458                          STATION RECOVERY (2007)
 DU0458
 DU0458'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0458'RECOVERED IN GOOD CONDITION.
 DU0458
 DU0458                          STATION RECOVERY (2008)
 DU0458
 DU0458'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0458'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU0458'OF N 33 29.775' W 111 27.958'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0088 ***********************************************************************
 EU0088  DESIGNATION -  2109.31
 EU0088  PID         -  EU0088
 EU0088  STATE/COUNTY-  AZ/MOHAVE
 EU0088  USGS QUAD   -  YUCCA NW (1970)
 EU0088
 EU0088                         *CURRENT SURVEY CONTROL
 EU0088  ___________________________________________________________________
 EU0088* NAD 83(1986)-  34 56 43.     (N)    114 08 47.     (W)     SCALED    
 EU0088* NAVD 88     -       643.559  (meters)    2111.41   (feet)  ADJUSTED  
 EU0088  ___________________________________________________________________
 EU0088  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EU0088  DYNAMIC HT  -         642.837 (meters)    2109.04  (feet)  COMP
 EU0088  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 EU0088  OBS GRAVITY -     979,487.5   (mgal)                       GRAV_OBS
 EU0088
 EU0088  VERT ORDER  -  FIRST     CLASS II
 EU0088
 EU0088.The horizontal coordinates were scaled from a topographic map and have
 EU0088.an estimated accuracy of +/- 6 seconds.
 EU0088
 EU0088.The orthometric height was determined by differential leveling
 EU0088.and adjusted in June 1991.
 EU0088
 EU0088.The geoid height was determined by GEOID03.
 EU0088
 EU0088.The dynamic height is computed by dividing the NAVD 88
 EU0088.geopotential number by the normal gravity value computed on the
 EU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0088.degrees latitude (g = 980.6199 gals.).
 EU0088
 EU0088.The modeled gravity was interpolated from observed gravity values.
 EU0088.The observed gravity was obtained from relative gravimeter ties
 EU0088.to the IGSN71 gravity network.
 EU0088
 EU0088;                    North         East    Units  Estimated Accuracy
 EU0088;SPC AZ W     -   437,590.      177,150.      MT  (+/- 180 meters Scaled)
 EU0088
 EU0088                          SUPERSEDED SURVEY CONTROL
 EU0088
 EU0088  NGVD 29 (??/??/??)  642.831  (m)         2109.02   (f) ADJUSTED    1 2
 EU0088
 EU0088.Superseded values are not recommended for survey control.
 EU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0088.See file dsdata.txt to determine how the superseded data were derived.
 EU0088
 EU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU606706(NAD 83)
 EU0088_MARKER: DD = SURVEY DISK
 EU0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0088_SP_SET: CULVERT
 EU0088_STAMPING: 2109.31 1629-00 1950
 EU0088_MARK LOGO: AZHD  
 EU0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0088
 EU0088  HISTORY     - Date     Condition        Report By
 EU0088  HISTORY     - 1950     MONUMENTED       AZHD
 EU0088  HISTORY     - 1961     GOOD             NGS
 EU0088  HISTORY     - 1981     GOOD             NGS
 EU0088
 EU0088                          STATION DESCRIPTION
 EU0088
 EU0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0088'5.6 MI NE FROM YUCCA.
 EU0088'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0088'THENCE 5.3 MILES NORTH ALONG U.S. HIGHWAY 66, NEAR THE JUNCTION
 EU0088'OF ATHOS ROAD, SET IN THE TOP AND APPROXIMATE CENTER OF THE EAST
 EU0088'HEADWALL OF A 14 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS,
 EU0088'25 FEET EAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 3 FEET BELOW
 EU0088'THE LEVEL OF THE HIGHWAY.
 EU0088
 EU0088                          STATION RECOVERY (1981)
 EU0088
 EU0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0088'9.3 KM (5.9 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0088'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 EU0088'EAST HEADWALL OF A DOUBLE BOX CULVERT, 0.2 KM (0.1 MI) SOUTH OF
 EU0088'MILEPOST 31, 7.6 METERS (25 FT) EAST OF THE CENTERLINE OF THE EAST
 EU0088'BOUND LANES.
 EU0088'THE MARK IS 0.9 M BELOW THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1833 ***********************************************************************
 DV1833  DESIGNATION -  211+05.51
 DV1833  PID         -  DV1833
 DV1833  STATE/COUNTY-  AZ/MARICOPA
 DV1833  USGS QUAD   -  UNION HILLS (1981)
 DV1833
 DV1833                         *CURRENT SURVEY CONTROL
 DV1833  ___________________________________________________________________
 DV1833* NAD 83(1986)-  33 39 54.     (N)    112 00 08.     (W)     SCALED    
 DV1833* NAVD 88     -       463.880  (meters)    1521.91   (feet)  ADJUSTED  
 DV1833  ___________________________________________________________________
 DV1833  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1833  DYNAMIC HT  -         463.333 (meters)    1520.12  (feet)  COMP
 DV1833  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 DV1833
 DV1833  VERT ORDER  -  SECOND    CLASS I
 DV1833
 DV1833.The horizontal coordinates were scaled from a topographic map and have
 DV1833.an estimated accuracy of +/- 6 seconds.
 DV1833
 DV1833.The orthometric height was determined by differential leveling
 DV1833.and adjusted in November 1993.
 DV1833
 DV1833.The geoid height was determined by GEOID03.
 DV1833
 DV1833.The dynamic height is computed by dividing the NAVD 88
 DV1833.geopotential number by the normal gravity value computed on the
 DV1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1833.degrees latitude (g = 980.6199 gals.).
 DV1833
 DV1833.The modeled gravity was interpolated from observed gravity values.
 DV1833
 DV1833;                    North         East    Units  Estimated Accuracy
 DV1833;SPC AZ C     -   295,500.      205,430.      MT  (+/- 180 meters Scaled)
 DV1833
 DV1833                          SUPERSEDED SURVEY CONTROL
 DV1833
 DV1833.No superseded survey control is available for this station.
 DV1833
 DV1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC070254(NAD 83)
 DV1833_MARKER: DD = SURVEY DISK
 DV1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1833_SP_SET: CONCRETE POST
 DV1833_STAMPING: 211+05.51
 DV1833_MARK LOGO: BOR   
 DV1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1833+STABILITY: SURFACE MOTION
 DV1833
 DV1833  HISTORY     - Date     Condition        Report By
 DV1833  HISTORY     - UNK      MONUMENTED       BOR
 DV1833  HISTORY     - 1984     GOOD             AZDT
 DV1833  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DV1833
 DV1833                          STATION DESCRIPTION
 DV1833
 DV1833'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1833'IN PHOENIX.
 DV1833'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DV1833'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DV1833'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DV1833'FENCE OF THE CANAL FOR 3.27 KM (2.03 MI) TO THE MARK, 9.69 METERS
 DV1833'(31.8 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 38.1 METERS
 DV1833'(125 FT) SOUTH OF THE CANAL CENTERLINE.
 DV1833
 DV1833                          STATION RECOVERY (2004)
 DV1833
 DV1833'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0596 ***********************************************************************
 CZ0596  DESIGNATION -  2111.6
 CZ0596  PID         -  CZ0596
 CZ0596  STATE/COUNTY-  AZ/PIMA
 CZ0596  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0596
 CZ0596                         *CURRENT SURVEY CONTROL
 CZ0596  ___________________________________________________________________
 CZ0596* NAD 83(1986)-  32 26 40.     (N)    111 24 40.     (W)     SCALED    
 CZ0596* NAVD 88     -       644.13   (+/-2cm)    2113.3    (feet)  VERTCON   
 CZ0596  ___________________________________________________________________
 CZ0596  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0596
 CZ0596.The horizontal coordinates were scaled from a topographic map and have
 CZ0596.an estimated accuracy of +/- 6 seconds.
 CZ0596
 CZ0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0596.The vertical order pertains to the NGVD 29 superseded value.
 CZ0596
 CZ0596.The geoid height was determined by GEOID03.
 CZ0596
 CZ0596;                    North         East    Units  Estimated Accuracy
 CZ0596;SPC AZ C     -   160,260.      260,900.      MT  (+/- 180 meters Scaled)
 CZ0596
 CZ0596                          SUPERSEDED SURVEY CONTROL
 CZ0596
 CZ0596  NGVD 29 (??/??/92)  643.593  (m)         2111.52   (f) ADJ UNCH    2 0
 CZ0596
 CZ0596.Superseded values are not recommended for survey control.
 CZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0596.See file dsdata.txt to determine how the superseded data were derived.
 CZ0596
 CZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA613897(NAD 83)
 CZ0596_MARKER: Z = SEE DESCRIPTION
 CZ0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0596_SP_SET: TREE
 CZ0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0596
 CZ0596  HISTORY     - Date     Condition        Report By
 CZ0596  HISTORY     - UNK      MONUMENTED       USGS
 CZ0596  HISTORY     - 1951     GOOD             NGS
 CZ0596
 CZ0596                          STATION DESCRIPTION
 CZ0596
 CZ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0596'14.1 M E FROM SILVER BELL.
 CZ0596'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY
 CZ0596'THENCE 7.2 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.3 MILE SOUTHEAST
 CZ0596'OF A WINDMILL AND CORRAL, AND SET IN THE TOP OF A SAWED OFF LIMB OF A
 CZ0596'PALO VERDE TREE ABOUT 1 FOOT ABOVE THE GROUND, REF. MARK 2111.6
 CZ0596'STAMPED ON A METAL TAG AND FASTNED ON TO THE TREE, 122 1/2 FEET EAST
 CZ0596'OF (USC AND GS J 94), 89 FEET EAST OF A Y JUNCTION OF A ROAD LEADING
 CZ0596'SOUTHWEST, 35 FEET SOUTH OF THE CENTER LINE OF THE SILVER BELL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0090 ***********************************************************************
 FS0090  DESIGNATION -  2118.75
 FS0090  PID         -  FS0090
 FS0090  STATE/COUNTY-  AZ/MOHAVE
 FS0090  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0090
 FS0090                         *CURRENT SURVEY CONTROL
 FS0090  ___________________________________________________________________
 FS0090* NAD 83(1986)-  35 51 12.     (N)    114 35 33.     (W)     SCALED    
 FS0090* NAVD 88     -       645.939  (meters)    2119.22   (feet)  POSTED    
 FS0090  ___________________________________________________________________
 FS0090  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0090  DYNAMIC HT  -         645.280 (meters)    2117.06  (feet)  COMP
 FS0090  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 FS0090
 FS0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0090
 FS0090.The horizontal coordinates were scaled from a topographic map and have
 FS0090.an estimated accuracy of +/- 6 seconds.
 FS0090
 FS0090.The orthometric height was determined by differential leveling
 FS0090.and adjusted by the  in 1992.
 FS0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0090.rate of 0.0 thru 1.0 mm/km.
 FS0090
 FS0090.The geoid height was determined by GEOID03.
 FS0090
 FS0090.The dynamic height is computed by dividing the NAVD 88
 FS0090.geopotential number by the normal gravity value computed on the
 FS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0090.degrees latitude (g = 980.6199 gals.).
 FS0090
 FS0090.The modeled gravity was interpolated from observed gravity values.
 FS0090
 FS0090;                    North         East    Units  Estimated Accuracy
 FS0090;SPC AZ W     -   538,590.      137,260.      MT  (+/- 180 meters Scaled)
 FS0090
 FS0090                          SUPERSEDED SURVEY CONTROL
 FS0090
 FS0090  NGVD 29 (??/??/92)  645.237  (m)         2116.92   (f) ADJ UNCH    1 1
 FS0090
 FS0090.Superseded values are not recommended for survey control.
 FS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0090.See file dsdata.txt to determine how the superseded data were derived.
 FS0090
 FS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV174703(NAD 83)
 FS0090_MARKER: DD = SURVEY DISK
 FS0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0090_SP_SET: CULVERT
 FS0090_STAMPING: 2118.75 1935
 FS0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0090
 FS0090  HISTORY     - Date     Condition        Report By
 FS0090  HISTORY     - 1935     MONUMENTED       BPR
 FS0090  HISTORY     - 1950     GOOD             NGS
 FS0090  HISTORY     - 1963     GOOD             NGS
 FS0090  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0090  HISTORY     - 19870520 MARK NOT FOUND   USPSQD
 FS0090
 FS0090                          STATION DESCRIPTION
 FS0090
 FS0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0090'15.8 MI SE FROM HOOVER DAM.
 FS0090'15.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0090'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTHWEST OF MILEPOST 16,
 FS0090'AT THE SOUTHEAST END OF A THROUGH CUT, AT A DOUBLE 36-INCH
 FS0090'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE NORTHWEST END
 FS0090'OF THE NORTHEAST CONCRETE HEAD WALL, 16.5 FEET NORTHEAST OF THE
 FS0090'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 FS0090
 FS0090                          STATION RECOVERY (1963)
 FS0090
 FS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0090'RECOVERED IN GOOD CONDITION.
 FS0090
 FS0090                          STATION RECOVERY (1981)
 FS0090
 FS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0090'NOT RECOVERED.
 FS0090
 FS0090                          STATION RECOVERY (1987)
 FS0090
 FS0090'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0063 ***********************************************************************
 CG0063  DESIGNATION -  2120 00
 CG0063  PID         -  CG0063
 CG0063  STATE/COUNTY-  AZ/COCHISE
 CG0063  USGS QUAD   -  MESCAL (1983)
 CG0063
 CG0063                         *CURRENT SURVEY CONTROL
 CG0063  ___________________________________________________________________
 CG0063* NAD 83(1986)-  31 57 46.     (N)    110 23 51.     (W)     SCALED    
 CG0063* NAVD 88     -      1279.598  (meters)    4198.15   (feet)  ADJUSTED  
 CG0063  ___________________________________________________________________
 CG0063  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0063  DYNAMIC HT  -        1277.676 (meters)    4191.84  (feet)  COMP
 CG0063  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 CG0063
 CG0063  VERT ORDER  -  FIRST     CLASS II
 CG0063
 CG0063.The horizontal coordinates were scaled from a topographic map and have
 CG0063.an estimated accuracy of +/- 6 seconds.
 CG0063
 CG0063.The orthometric height was determined by differential leveling
 CG0063.and adjusted in June 1991.
 CG0063
 CG0063.The geoid height was determined by GEOID03.
 CG0063
 CG0063.The dynamic height is computed by dividing the NAVD 88
 CG0063.geopotential number by the normal gravity value computed on the
 CG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0063.degrees latitude (g = 980.6199 gals.).
 CG0063
 CG0063.The modeled gravity was interpolated from observed gravity values.
 CG0063
 CG0063;                    North         East    Units  Estimated Accuracy
 CG0063;SPC AZ E     -   106,760.      191,540.      MT  (+/- 180 meters Scaled)
 CG0063
 CG0063                          SUPERSEDED SURVEY CONTROL
 CG0063
 CG0063  NGVD 29 (??/??/92) 1278.768  (m)         4195.42   (f) ADJ UNCH    1 2
 CG0063
 CG0063.Superseded values are not recommended for survey control.
 CG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0063.See file dsdata.txt to determine how the superseded data were derived.
 CG0063
 CG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA569364(NAD 83)
 CG0063_MARKER: DD = SURVEY DISK
 CG0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0063_SP_SET: OVERPASS
 CG0063_STAMPING: 2120-00 4196-85
 CG0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0063
 CG0063  HISTORY     - Date     Condition        Report By
 CG0063  HISTORY     - UNK      MONUMENTED       AZHD
 CG0063  HISTORY     - 1960     GOOD             NGS
 CG0063  HISTORY     - 1962     GOOD             NGS
 CG0063  HISTORY     - 1979     GOOD             NGS
 CG0063
 CG0063                          STATION DESCRIPTION
 CG0063
 CG0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0063'7.25 MI W FROM BENSON.
 CG0063'7.25 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0063'80, 0.4 MILE EAST OF MILEPOST 285, 25 FEET SOUTH OF CENTERLINE OF THE
 CG0063'EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE HEADWALL OF THE SKYLINE
 CG0063'OVERPASS.
 CG0063
 CG0063                          STATION RECOVERY (1962)
 CG0063
 CG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0063'RECOVERED IN GOOD CONDITION.
 CG0063
 CG0063                          STATION RECOVERY (1979)
 CG0063
 CG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0063'5.9 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0063'OVERPASS AT BENSON, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF
 CG0063'THE EASTBOUND TRAFFIC BRIDGE OVER SKYLINE ROAD, 25 FEET SOUTH OF THE
 CG0063'CENTERLINE OF THE EASTBOUND LANES, 8.5 FEET EAST OF THE WEST END OF
 CG0063'THE HEADWALL AND 8.5 FEET WEST OF THE EAST END OF THE HEADWALL.
 CG0063'THE MARK IS 1 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0558 ***********************************************************************
 DV0558  DESIGNATION -  213 X 24
 DV0558  PID         -  DV0558
 DV0558  STATE/COUNTY-  AZ/MARICOPA
 DV0558  USGS QUAD   -  PERRYVILLE (1982)
 DV0558
 DV0558                         *CURRENT SURVEY CONTROL
 DV0558  ___________________________________________________________________
 DV0558* NAD 83(1986)-  33 26 08.     (N)    112 28 43.     (W)     SCALED    
 DV0558* NAVD 88     -       302.069  (meters)     991.04   (feet)  ADJUSTED  
 DV0558  ___________________________________________________________________
 DV0558  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0558  DYNAMIC HT  -         301.725 (meters)     989.91  (feet)  COMP
 DV0558  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 DV0558
 DV0558  VERT ORDER  -  FIRST     CLASS II
 DV0558
 DV0558.The horizontal coordinates were scaled from a topographic map and have
 DV0558.an estimated accuracy of +/- 6 seconds.
 DV0558
 DV0558.The orthometric height was determined by differential leveling
 DV0558.and adjusted in June 1991.
 DV0558
 DV0558.The geoid height was determined by GEOID03.
 DV0558
 DV0558.The dynamic height is computed by dividing the NAVD 88
 DV0558.geopotential number by the normal gravity value computed on the
 DV0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0558.degrees latitude (g = 980.6199 gals.).
 DV0558
 DV0558.The modeled gravity was interpolated from observed gravity values.
 DV0558
 DV0558;                    North         East    Units  Estimated Accuracy
 DV0558;SPC AZ C     -   270,200.      161,110.      MT  (+/- 180 meters Scaled)
 DV0558
 DV0558                          SUPERSEDED SURVEY CONTROL
 DV0558
 DV0558  NGVD 29 (??/??/92)  301.413  (m)          988.89   (f) ADJ UNCH    1 2
 DV0558
 DV0558.Superseded values are not recommended for survey control.
 DV0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0558.See file dsdata.txt to determine how the superseded data were derived.
 DV0558
 DV0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC625005(NAD 83)
 DV0558_MARKER: DD = SURVEY DISK
 DV0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0558_SP_SET: CULVERT
 DV0558_STAMPING: 213X24 989-90 1956
 DV0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0558+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV0558
 DV0558  HISTORY     - Date     Condition        Report By
 DV0558  HISTORY     - 1956     MONUMENTED       AZHD
 DV0558  HISTORY     - 1967     GOOD             NGS
 DV0558  HISTORY     - 1981     GOOD             NGS
 DV0558  HISTORY     - 20060810 GOOD             GEOCAC
 DV0558
 DV0558                          STATION DESCRIPTION
 DV0558
 DV0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0558'7.0 MI W FROM GOODYEAR.
 DV0558'ABOUT 7.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0558'IN S 9, T 1 N, R 2 W, 49 FEET NORTHEAST OF THE CENTER OF THE
 DV0558'INTERSECTION OF YUMA ROAD AND SOUTH 195TH AVENUE, 28 FEET NORTH OF THE
 DV0558'CENTER LINE OF YUMA ROAD, 40 FEET EAST OF THE CENTER LINE OF SOUTH
 DV0558'195TH AVENUE, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD
 DV0558'WALL OF A CONCRETE CULVERT FOR AN IRRIGATION DITCH, 79 FEET SOUTH OF
 DV0558'POWER POLE NUMBER PS 94805 WHICH IS BRACED BY A GUY WIRE, 6 FEET
 DV0558'SOUTHWEST OF A FENCE CORNER POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 DV0558'THE ROADS.
 DV0558
 DV0558                          STATION RECOVERY (1981)
 DV0558
 DV0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0558'RECOVERED IN GOOD CONDITION.
 DV0558
 DV0558                          STATION RECOVERY (2006)
 DV0558
 DV0558'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0409 ***********************************************************************
 CY0409  DESIGNATION -  2134+00.25
 CY0409  PID         -  CY0409
 CY0409  STATE/COUNTY-  AZ/COCHISE
 CY0409  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0409
 CY0409                         *CURRENT SURVEY CONTROL
 CY0409  ___________________________________________________________________
 CY0409* NAD 83(1986)-  32 15 52.     (N)    109 49 29.     (W)     SCALED    
 CY0409* NAVD 88     -      1272.732  (meters)    4175.62   (feet)  ADJUSTED  
 CY0409  ___________________________________________________________________
 CY0409  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CY0409  DYNAMIC HT  -        1270.827 (meters)    4169.37  (feet)  COMP
 CY0409  MODELED GRAV-     979,098.2   (mgal)                       NAVD 88
 CY0409
 CY0409  VERT ORDER  -  FIRST     CLASS II
 CY0409
 CY0409.The horizontal coordinates were scaled from a topographic map and have
 CY0409.an estimated accuracy of +/- 6 seconds.
 CY0409
 CY0409.The orthometric height was determined by differential leveling
 CY0409.and adjusted in June 1991.
 CY0409
 CY0409.The geoid height was determined by GEOID03.
 CY0409
 CY0409.The dynamic height is computed by dividing the NAVD 88
 CY0409.geopotential number by the normal gravity value computed on the
 CY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0409.degrees latitude (g = 980.6199 gals.).
 CY0409
 CY0409.The modeled gravity was interpolated from observed gravity values.
 CY0409
 CY0409;                    North         East    Units  Estimated Accuracy
 CY0409;SPC AZ E     -   140,240.      245,580.      MT  (+/- 180 meters Scaled)
 CY0409
 CY0409                          SUPERSEDED SURVEY CONTROL
 CY0409
 CY0409  NGVD 29 (??/??/92) 1271.985  (m)         4173.17   (f) ADJ UNCH    1 2
 CY0409
 CY0409.Superseded values are not recommended for survey control.
 CY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0409.See file dsdata.txt to determine how the superseded data were derived.
 CY0409
 CY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA106703(NAD 83)
 CY0409_MARKER: DD = SURVEY DISK
 CY0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0409_SP_SET: CULVERT
 CY0409_STAMPING: 4173.60 2134+00.25
 CY0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0409
 CY0409  HISTORY     - Date     Condition        Report By
 CY0409  HISTORY     - UNK      MONUMENTED       AZHD
 CY0409  HISTORY     - 1952     GOOD             NGS
 CY0409  HISTORY     - 1979     GOOD             NGS
 CY0409
 CY0409                          STATION DESCRIPTION
 CY0409
 CY0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0409'0.9 MI NE FROM WILLCOX.
 CY0409'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0409'WILLCOX, IN THE TOP OF AND IN THE CENTER OF THE SOUTHEAST CONCRETE
 CY0409'HEADWALL OF A CULVERT OVER A DRY WASH, AT HIGHWAY MILEPOST NUMBER 329,
 CY0409'20.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19.0 FEET
 CY0409'SOUTHWEST OF MILEPOST NUMBER 329, 18.1 FEET NORTHEAST OF A CULVERT
 CY0409'SAFETY POST, 11.3 FEET SOUTHWEST OF THE NORTHEAST END OF THE CULVERT,
 CY0409'AND 0.5 FOOT HIGHER THAN THE HIGHWAY.
 CY0409
 CY0409                          STATION RECOVERY (1979)
 CY0409
 CY0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0409'1.5 KILOMETERS (0.95 MILE) NORTHEAST ALONG BUSINESS ROUTE 10
 CY0409'(HASKELL AVENUE) FROM ITS INTERSECTION WITH MALEY STREET IN
 CY0409'WILLCOX, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL FOR A
 CY0409'DOUBLE BOX CULVERT, 6.0 METERS (19.7 FEET) SOUTHEAST OF THE
 CY0409'CENTERLINE OF THE ROAD AND 5.0 METERS (16.4 FEET) SOUTHWEST OF THE
 CY0409'BUSINESS ROUTE MILE POST 341.  NOTE--THE MARK HAS BEEN HIT AND
 CY0409'SCRAPED BY A GRADER, BUT THE MARK IS SOLID AND THE CONDITION IS
 CY0409'OTHERWISE GOOD.
 CY0409'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0367 ***********************************************************************
 DU0367  DESIGNATION -  2141
 DU0367  PID         -  DU0367
 DU0367  STATE/COUNTY-  AZ/GILA
 DU0367  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0367
 DU0367                         *CURRENT SURVEY CONTROL
 DU0367  ___________________________________________________________________
 DU0367* NAD 83(1986)-  33 40 18.     (N)    111 09 41.     (W)     SCALED    
 DU0367* NAVD 88     -       653.162  (meters)    2142.92   (feet)  ADJUSTED  
 DU0367  ___________________________________________________________________
 DU0367  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DU0367  DYNAMIC HT  -         652.332 (meters)    2140.19  (feet)  COMP
 DU0367  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 DU0367
 DU0367  VERT ORDER  -  FIRST     CLASS II
 DU0367
 DU0367.The horizontal coordinates were scaled from a topographic map and have
 DU0367.an estimated accuracy of +/- 6 seconds.
 DU0367
 DU0367.The orthometric height was determined by differential leveling
 DU0367.and adjusted in June 1991.
 DU0367
 DU0367.The geoid height was determined by GEOID03.
 DU0367
 DU0367.The dynamic height is computed by dividing the NAVD 88
 DU0367.geopotential number by the normal gravity value computed on the
 DU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0367.degrees latitude (g = 980.6199 gals.).
 DU0367
 DU0367.The modeled gravity was interpolated from observed gravity values.
 DU0367
 DU0367;                    North         East    Units  Estimated Accuracy
 DU0367;SPC AZ E     -   296,680.      121,120.      MT  (+/- 180 meters Scaled)
 DU0367
 DU0367                          SUPERSEDED SURVEY CONTROL
 DU0367
 DU0367  NGVD 29 (??/??/92)  652.572  (m)         2140.98   (f) ADJ UNCH    1 2
 DU0367
 DU0367.Superseded values are not recommended for survey control.
 DU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0367.See file dsdata.txt to determine how the superseded data were derived.
 DU0367
 DU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC850257(NAD 83)
 DU0367_MARKER: DD = SURVEY DISK
 DU0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0367_SP_SET: DAM
 DU0367_STAMPING: 2141
 DU0367_MARK LOGO: BOR   
 DU0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0367
 DU0367  HISTORY     - Date     Condition        Report By
 DU0367  HISTORY     - UNK      MONUMENTED       BOR
 DU0367  HISTORY     - 1948     GOOD             NGS
 DU0367  HISTORY     - 1979     GOOD             NGS
 DU0367  HISTORY     - 1983     GOOD             NGS
 DU0367
 DU0367                          STATION DESCRIPTION
 DU0367
 DU0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0367'2.3 MI NW FROM ROOSEVELT.
 DU0367'2.3 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO PAYSON FROM THE POST
 DU0367'OFFICE AT ROOSEVELT, GILA COUNTY, AT THE MIDPOINT OF ROOSEVELT DAM, ON
 DU0367'THE DOWNSTREAM SIDE OF THE DAM, 1 FOOT FROM THE CURB, AND LEVEL WITH
 DU0367'THE HIGHWAY.  A UNITED STATES RECLAMATION SERVICE STANDARD DISK,
 DU0367'STAMPED 2141.
 DU0367
 DU0367                          STATION RECOVERY (1979)
 DU0367
 DU0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0367'RECOVERED IN GOOD CONDITION.
 DU0367
 DU0367                          STATION RECOVERY (1983)
 DU0367
 DU0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0367'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0367'AT ROOSEVELT DAM, IN THE FLOOR AT THE CENTER OF ROOSEVELT DAM ON THE
 DU0367'DOWNSTREEM SIDE, 2.1 METERS (7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DU0367'DAM, 0.3 METER (1 FT) NORTHEAST OF THE SOUTHWEST CURB.
 DU0367'THE MARK IS ABOVE LEVEL WITH FLOOR OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0704 ***********************************************************************
 CZ0704  DESIGNATION -  2146.83
 CZ0704  PID         -  CZ0704
 CZ0704  STATE/COUNTY-  AZ/PIMA
 CZ0704  USGS QUAD   -  JAYNES (1992)
 CZ0704
 CZ0704                         *CURRENT SURVEY CONTROL
 CZ0704  ___________________________________________________________________
 CZ0704* NAD 83(1986)-  32 20 52.     (N)    111 05 52.     (W)     SCALED    
 CZ0704* NAVD 88     -       654.83   (+/-2cm)    2148.4    (feet)  VERTCON   
 CZ0704  ___________________________________________________________________
 CZ0704  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0704
 CZ0704.The horizontal coordinates were scaled from a topographic map and have
 CZ0704.an estimated accuracy of +/- 6 seconds.
 CZ0704
 CZ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0704.The vertical order pertains to the NGVD 29 superseded value.
 CZ0704
 CZ0704.The geoid height was determined by GEOID03.
 CZ0704
 CZ0704;                    North         East    Units  Estimated Accuracy
 CZ0704;SPC AZ C     -   149,720.      290,440.      MT  (+/- 180 meters Scaled)
 CZ0704
 CZ0704                          SUPERSEDED SURVEY CONTROL
 CZ0704
 CZ0704  NGVD 29 (??/??/92)  654.176  (m)         2146.24   (f) ADJ UNCH    2 0
 CZ0704
 CZ0704.Superseded values are not recommended for survey control.
 CZ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0704.See file dsdata.txt to determine how the superseded data were derived.
 CZ0704
 CZ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA907789(NAD 83)
 CZ0704_MARKER: DD = SURVEY DISK
 CZ0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0704_SP_SET: CATTLE GUARD
 CZ0704_STAMPING: 50+09.80 1948 2146.83
 CZ0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0704
 CZ0704  HISTORY     - Date     Condition        Report By
 CZ0704  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0704  HISTORY     - 1951     GOOD             NGS
 CZ0704  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0704
 CZ0704                          STATION DESCRIPTION
 CZ0704
 CZ0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0704'0.8 MI SW FROM CORTARO.
 CZ0704'0.8 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0704'AT CORTARO, 0.1 MILE NORTHEAST OF THE INTERSECTION OF SILVER BELL
 CZ0704'ROAD, AND SET IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL
 CZ0704'OF A CATTLE GUARD, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO
 CZ0704'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CZ0704
 CZ0704                          STATION RECOVERY (1997)
 CZ0704
 CZ0704'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0490 ***********************************************************************
 CZ0490  DESIGNATION -  215+50
 CZ0490  PID         -  CZ0490
 CZ0490  STATE/COUNTY-  AZ/PIMA
 CZ0490  USGS QUAD   -  MARANA (1992)
 CZ0490
 CZ0490                         *CURRENT SURVEY CONTROL
 CZ0490  ___________________________________________________________________
 CZ0490* NAD 83(1986)-  32 27 38.     (N)    111 12 46.     (W)     SCALED    
 CZ0490* NAVD 88     -       606.366  (meters)    1989.39   (feet)  ADJUSTED  
 CZ0490  ___________________________________________________________________
 CZ0490  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CZ0490  DYNAMIC HT  -         605.567 (meters)    1986.76  (feet)  COMP
 CZ0490  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 CZ0490
 CZ0490  VERT ORDER  -  FIRST     CLASS II
 CZ0490
 CZ0490.The horizontal coordinates were scaled from a topographic map and have
 CZ0490.an estimated accuracy of +/- 6 seconds.
 CZ0490
 CZ0490.The orthometric height was determined by differential leveling
 CZ0490.and adjusted in June 1991.
 CZ0490
 CZ0490.The geoid height was determined by GEOID03.
 CZ0490
 CZ0490.The dynamic height is computed by dividing the NAVD 88
 CZ0490.geopotential number by the normal gravity value computed on the
 CZ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0490.degrees latitude (g = 980.6199 gals.).
 CZ0490
 CZ0490.The modeled gravity was interpolated from observed gravity values.
 CZ0490
 CZ0490;                    North         East    Units  Estimated Accuracy
 CZ0490;SPC AZ C     -   162,150.      279,530.      MT  (+/- 180 meters Scaled)
 CZ0490
 CZ0490                          SUPERSEDED SURVEY CONTROL
 CZ0490
 CZ0490  NGVD 29 (??/??/92)  605.803  (m)         1987.54   (f) ADJ UNCH    1 2
 CZ0490
 CZ0490.Superseded values are not recommended for survey control.
 CZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0490.See file dsdata.txt to determine how the superseded data were derived.
 CZ0490
 CZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA800915(NAD 83)
 CZ0490_MARKER: DD = SURVEY DISK
 CZ0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0490_SP_SET: CULVERT
 CZ0490_STAMPING: 1987.92 215+50 1931
 CZ0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0490+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0490
 CZ0490  HISTORY     - Date     Condition        Report By
 CZ0490  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0490  HISTORY     - 1951     GOOD             NGS
 CZ0490  HISTORY     - 1960     GOOD             NGS
 CZ0490  HISTORY     - 1980     GOOD             NGS
 CZ0490  HISTORY     - 19960204 GOOD             USPSQD
 CZ0490  HISTORY     - 20041216 GOOD             NGS
 CZ0490  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0490
 CZ0490                          STATION DESCRIPTION
 CZ0490
 CZ0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0490'0.2 MI NW FROM MARANA.
 CZ0490'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0490'RAILROAD FROM THE POST OFFICE AT MARANA AT RAILROAD MILEAGE NUMBER
 CZ0490'961.91, IN TOP OF THE CENTER OF A NORTHEAST CONCRETE HEADWALL OF A
 CZ0490'DOUBLE BOX TYPE HIGHWAY CULVERT, 16 1/2 FEET NORTHEAST OF THE CENTER
 CZ0490'LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1/2
 CZ0490'FOOT HIGHER THAN THE HIGHWAY.
 CZ0490
 CZ0490                          STATION RECOVERY (1960)
 CZ0490
 CZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0490'RECOVERED IN GOOD CONDITION.
 CZ0490
 CZ0490                          STATION RECOVERY (1980)
 CZ0490
 CZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0490'35.6 KILOMETERS (22.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0490'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE
 CZ0490'961.91, AT A FRONTAGE ROAD DOUBLE BOX CULVERT, SET IN TOP OF THE
 CZ0490'NORTHEAST HEADWALL, 2.85 METERS (9.3 FEET) NORTHWEST OF THE
 CZ0490'SOUTHEAST END, 51.2 METERS (167.9 FEET) NORTHWEST CENTERLINE OF A
 CZ0490'ASPHALT ROAD LEADING NORTHEAST ACROSS THE TRACKS, 34.5 METERS
 CZ0490'(113.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 5.0 METERS (16.4 FEET)
 CZ0490'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0490'THE MARK IS 0.1 M ABOVE THE FRONTAGE ROAD.
 CZ0490
 CZ0490                          STATION RECOVERY (1996)
 CZ0490
 CZ0490'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0490'RECOVERED IN GOOD CONDITION.
 CZ0490
 CZ0490                          STATION RECOVERY (2004)
 CZ0490
 CZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0490'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0490'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
 CZ0490
 CZ0490                          STATION RECOVERY (2006)
 CZ0490
 CZ0490'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0598 ***********************************************************************
 CZ0598  DESIGNATION -  2151.5
 CZ0598  PID         -  CZ0598
 CZ0598  STATE/COUNTY-  AZ/PIMA
 CZ0598  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0598
 CZ0598                         *CURRENT SURVEY CONTROL
 CZ0598  ___________________________________________________________________
 CZ0598* NAD 83(1986)-  32 26 42.     (N)    111 25 27.     (W)     SCALED    
 CZ0598* NAVD 88     -       656.31   (+/-2cm)    2153.2    (feet)  VERTCON   
 CZ0598  ___________________________________________________________________
 CZ0598  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0598
 CZ0598.The horizontal coordinates were scaled from a topographic map and have
 CZ0598.an estimated accuracy of +/- 6 seconds.
 CZ0598
 CZ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0598.The vertical order pertains to the NGVD 29 superseded value.
 CZ0598
 CZ0598.The geoid height was determined by GEOID03.
 CZ0598
 CZ0598;                    North         East    Units  Estimated Accuracy
 CZ0598;SPC AZ C     -   160,320.      259,670.      MT  (+/- 180 meters Scaled)
 CZ0598
 CZ0598                          SUPERSEDED SURVEY CONTROL
 CZ0598
 CZ0598  NGVD 29 (??/??/92)  655.774  (m)         2151.49   (f) ADJ UNCH    2 0
 CZ0598
 CZ0598.Superseded values are not recommended for survey control.
 CZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0598.See file dsdata.txt to determine how the superseded data were derived.
 CZ0598
 CZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA601898(NAD 83)
 CZ0598_MARKER: Z = SEE DESCRIPTION
 CZ0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0598_SP_SET: TREE
 CZ0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0598
 CZ0598  HISTORY     - Date     Condition        Report By
 CZ0598  HISTORY     - UNK      MONUMENTED       USGS
 CZ0598  HISTORY     - 1952     GOOD             NGS
 CZ0598
 CZ0598                          STATION DESCRIPTION
 CZ0598
 CZ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0598'13.1 MI E FROM SILVER BELL.
 CZ0598'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY
 CZ0598'AT SILVER BELL, THENCE 6.2 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.3
 CZ0598'MILE NORTHEAST OF A ROAD LEADING SOUTHWEST TO CLAFLIN RANCH, AND SET
 CZ0598'IN THE TOP OF A SAWED OFF LIMB OF A PALO VERDE TREE ABOUT 1 FOOT ABOVE
 CZ0598'THE GROUND, 2151.5 STAMPED ON A METAL TAG FASTENED TO THE TREE, 18
 CZ0598'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 140 1/2 FEET SOUTHWEST
 CZ0598'OF THE CENTER LINE OF THE ROAD AND A CATTLE GUARD, AND ABOUT 1 FOOT
 CZ0598'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0705 ***********************************************************************
 CZ0705  DESIGNATION -  2152.77=62+50.00
 CZ0705  PID         -  CZ0705
 CZ0705  STATE/COUNTY-  AZ/PIMA
 CZ0705  USGS QUAD   -  JAYNES (1992)
 CZ0705
 CZ0705                         *CURRENT SURVEY CONTROL
 CZ0705  ___________________________________________________________________
 CZ0705* NAD 83(1986)-  32 21 03.     (N)    111 05 37.     (W)     SCALED    
 CZ0705* NAVD 88     -       656.650  (meters)    2154.36   (feet)  ADJUSTED  
 CZ0705  ___________________________________________________________________
 CZ0705  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ0705  DYNAMIC HT  -         655.768 (meters)    2151.47  (feet)  COMP
 CZ0705  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 CZ0705
 CZ0705  VERT ORDER  -  FIRST     CLASS II
 CZ0705
 CZ0705.The horizontal coordinates were scaled from a topographic map and have
 CZ0705.an estimated accuracy of +/- 6 seconds.
 CZ0705
 CZ0705.The orthometric height was determined by differential leveling
 CZ0705.and adjusted in June 1991.
 CZ0705
 CZ0705.The geoid height was determined by GEOID03.
 CZ0705
 CZ0705.The dynamic height is computed by dividing the NAVD 88
 CZ0705.geopotential number by the normal gravity value computed on the
 CZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0705.degrees latitude (g = 980.6199 gals.).
 CZ0705
 CZ0705.The modeled gravity was interpolated from observed gravity values.
 CZ0705
 CZ0705;                    North         East    Units  Estimated Accuracy
 CZ0705;SPC AZ C     -   150,070.      290,830.      MT  (+/- 180 meters Scaled)
 CZ0705
 CZ0705                          SUPERSEDED SURVEY CONTROL
 CZ0705
 CZ0705.No superseded survey control is available for this station.
 CZ0705
 CZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA911793(NAD 83)
 CZ0705_MARKER: DD = SURVEY DISK
 CZ0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0705_SP_SET: CURB
 CZ0705_STAMPING: 62+50.00 2152.77 1948
 CZ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0705
 CZ0705  HISTORY     - Date     Condition        Report By
 CZ0705  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0705  HISTORY     - 1951     GOOD             NGS
 CZ0705  HISTORY     - 1980     GOOD             NGS
 CZ0705  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0705
 CZ0705                          STATION DESCRIPTION
 CZ0705
 CZ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0705'0.5 MI SW FROM CORTARO.
 CZ0705'0.55 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0705'CORTARO, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST SIDE-WALL
 CZ0705'AND CURBING OF A CONCRETE BRIDGE OVER THE SANTA CURZ RIVER, 16.8 FEET
 CZ0705'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST BRIDGE SIDE-WALL, 14
 CZ0705'1/2 FEET NORTHWEST OF THE CENTER LINE OF CORTARO ROAD, 0.8 FOOT HIGHER
 CZ0705'THAN THE ROAD.
 CZ0705
 CZ0705                          STATION RECOVERY (1980)
 CZ0705
 CZ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0705'RECOVERED IN GOOD CONDITION.
 CZ0705
 CZ0705                          STATION RECOVERY (1997)
 CZ0705
 CZ0705'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0703 ***********************************************************************
 CZ0703  DESIGNATION -  2152.77=65+02.00
 CZ0703  PID         -  CZ0703
 CZ0703  STATE/COUNTY-  AZ/PIMA
 CZ0703  USGS QUAD   -  JAYNES (1992)
 CZ0703
 CZ0703                         *CURRENT SURVEY CONTROL
 CZ0703  ___________________________________________________________________
 CZ0703* NAD 83(1986)-  32 21 02.     (N)    111 05 39.     (W)     SCALED    
 CZ0703* NAVD 88     -       656.584  (meters)    2154.14   (feet)  ADJUSTED  
 CZ0703  ___________________________________________________________________
 CZ0703  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ0703  DYNAMIC HT  -         655.702 (meters)    2151.25  (feet)  COMP
 CZ0703  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 CZ0703
 CZ0703  VERT ORDER  -  FIRST     CLASS II
 CZ0703
 CZ0703.The horizontal coordinates were scaled from a topographic map and have
 CZ0703.an estimated accuracy of +/- 6 seconds.
 CZ0703
 CZ0703.The orthometric height was determined by differential leveling
 CZ0703.and adjusted in June 1991.
 CZ0703
 CZ0703.The geoid height was determined by GEOID03.
 CZ0703
 CZ0703.The dynamic height is computed by dividing the NAVD 88
 CZ0703.geopotential number by the normal gravity value computed on the
 CZ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0703.degrees latitude (g = 980.6199 gals.).
 CZ0703
 CZ0703.The modeled gravity was interpolated from observed gravity values.
 CZ0703
 CZ0703;                    North         East    Units  Estimated Accuracy
 CZ0703;SPC AZ C     -   150,030.      290,780.      MT  (+/- 180 meters Scaled)
 CZ0703
 CZ0703                          SUPERSEDED SURVEY CONTROL
 CZ0703
 CZ0703  NGVD 29 (??/??/92)  655.983  (m)         2152.17   (f) ADJ UNCH    1 2
 CZ0703
 CZ0703.Superseded values are not recommended for survey control.
 CZ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0703.See file dsdata.txt to determine how the superseded data were derived.
 CZ0703
 CZ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA911792(NAD 83)
 CZ0703_MARKER: DD = SURVEY DISK
 CZ0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0703_SP_SET: CURB
 CZ0703_STAMPING: 65+02.00 2152.77 1948
 CZ0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0703
 CZ0703  HISTORY     - Date     Condition        Report By
 CZ0703  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0703  HISTORY     - 1951     GOOD             NGS
 CZ0703  HISTORY     - 1980     GOOD             NGS
 CZ0703  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0703
 CZ0703                          STATION DESCRIPTION
 CZ0703
 CZ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0703'0.5 MI SW FROM CORTARO.
 CZ0703'0.5 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT CORTARO,
 CZ0703'AND SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST SIDE WALL AND
 CZ0703'CURBING OF A CONCRETE BRIDGE OVER SANTA CRUZ RIVER, 16.8 FEET
 CZ0703'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST BRIDGE SIDE-WALL, 14
 CZ0703'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 CZ0703'HIGHER THAN THE ROAD.
 CZ0703
 CZ0703                          STATION RECOVERY (1980)
 CZ0703
 CZ0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0703'RECOVERED IN GOOD CONDITION.
 CZ0703
 CZ0703                          STATION RECOVERY (1997)
 CZ0703
 CZ0703'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0226 ***********************************************************************
 DB0226  DESIGNATION -  216
 DB0226  PID         -  DB0226
 DB0226  STATE/COUNTY-  AZ/YUMA
 DB0226  USGS QUAD   -  YUMA EAST (1994)
 DB0226
 DB0226                         *CURRENT SURVEY CONTROL
 DB0226  ___________________________________________________________________
 DB0226* NAD 83(1986)-  32 41 04.     (N)    114 33 51.     (W)     SCALED    
 DB0226* NAVD 88     -        66.79   (+/-2cm)     219.1    (feet)  VERTCON   
 DB0226  ___________________________________________________________________
 DB0226  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DB0226  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0226
 DB0226.The horizontal coordinates were scaled from a topographic map and have
 DB0226.an estimated accuracy of +/- 6 seconds.
 DB0226
 DB0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0226.The vertical order pertains to the NGVD 29 superseded value.
 DB0226
 DB0226.The geoid height was determined by GEOID03.
 DB0226
 DB0226;                    North         East    Units  Estimated Accuracy
 DB0226;SPC AZ W     -   187,060.      137,010.      MT  (+/- 180 meters Scaled)
 DB0226
 DB0226                          SUPERSEDED SURVEY CONTROL
 DB0226
 DB0226  NGVD 29 (??/??/??)   66.135  (m)          216.98   (f) ADJUSTED    1 2
 DB0226
 DB0226.Superseded values are not recommended for survey control.
 DB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0226.See file dsdata.txt to determine how the superseded data were derived.
 DB0226
 DB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS283189(NAD 83)
 DB0226_MARKER: P = PIPE CAP
 DB0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0226_STAMPING: 216
 DB0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0226
 DB0226  HISTORY     - Date     Condition        Report By
 DB0226  HISTORY     - UNK      MONUMENTED       USGS
 DB0226  HISTORY     - 1960     GOOD             NGS
 DB0226
 DB0226                          STATION DESCRIPTION
 DB0226
 DB0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0226'4.3 MI SE FROM YUMA.
 DB0226'2.4 MILES EAST ON STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB0226'U.S. HIGHWAY 80 AT YUMA TO A SIDE ROAD RIGHT, THENCE 0.7 MILE
 DB0226'SOUTH ON PAVED ROAD TO A POWER LINE, THENCE 1.2 MILES EASTERLY
 DB0226'ALONG POWER LINE ROAD, 48 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 DB0226'SOUTHWEST OF A PIPE WITH A METAL FLAG IN IT, A BRASS CAP SET
 DB0226'ON THE TOP OF A 3 1/2 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0028 ***********************************************************************
 CG0028  DESIGNATION -  216+24
 CG0028  PID         -  CG0028
 CG0028  STATE/COUNTY-  AZ/COCHISE
 CG0028  USGS QUAD   -  SAINT DAVID (1973)
 CG0028
 CG0028                         *CURRENT SURVEY CONTROL
 CG0028  ___________________________________________________________________
 CG0028* NAD 83(1986)-  31 58 39.     (N)    110 13 34.     (W)     SCALED    
 CG0028* NAVD 88     -      1151.345  (meters)    3777.37   (feet)  ADJUSTED  
 CG0028  ___________________________________________________________________
 CG0028  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CG0028  DYNAMIC HT  -        1149.622 (meters)    3771.72  (feet)  COMP
 CG0028  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0028
 CG0028  VERT ORDER  -  FIRST     CLASS II
 CG0028
 CG0028.The horizontal coordinates were scaled from a topographic map and have
 CG0028.an estimated accuracy of +/- 6 seconds.
 CG0028
 CG0028.The orthometric height was determined by differential leveling
 CG0028.and adjusted in June 1991.
 CG0028
 CG0028.The geoid height was determined by GEOID03.
 CG0028
 CG0028.The dynamic height is computed by dividing the NAVD 88
 CG0028.geopotential number by the normal gravity value computed on the
 CG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0028.degrees latitude (g = 980.6199 gals.).
 CG0028
 CG0028.The modeled gravity was interpolated from observed gravity values.
 CG0028
 CG0028;                    North         East    Units  Estimated Accuracy
 CG0028;SPC AZ E     -   108,370.      207,740.      MT  (+/- 180 meters Scaled)
 CG0028
 CG0028                          SUPERSEDED SURVEY CONTROL
 CG0028
 CG0028  NGVD 29 (??/??/92) 1150.518  (m)         3774.66   (f) ADJ UNCH    1 2
 CG0028
 CG0028.Superseded values are not recommended for survey control.
 CG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0028.See file dsdata.txt to determine how the superseded data were derived.
 CG0028
 CG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA731382(NAD 83)
 CG0028_MARKER: DD = SURVEY DISK
 CG0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0028_SP_SET: BRIDGE
 CG0028_STAMPING: 216+24 3775.82 1940
 CG0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0028
 CG0028  HISTORY     - Date     Condition        Report By
 CG0028  HISTORY     - UNK      MONUMENTED       AZHD
 CG0028  HISTORY     - 1952     GOOD             NGS
 CG0028  HISTORY     - 1979     GOOD             NGS
 CG0028
 CG0028                          STATION DESCRIPTION
 CG0028
 CG0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0028'4.5 MI NE FROM BENSON.
 CG0028'4.45 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0028'THE STATION AT BENSON TO RAILROAD BRIDGE 1037.20, THENCE 0.05 MILE
 CG0028'NORTHWEST ALONG THE BANK OF A WASH TO THE LARGE HIGHWAY BRIDGE, IN TOP
 CG0028'OF THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF STATE HIGHWAY 86
 CG0028'BRIDGE, 361.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF BRIDGE 1037.20,
 CG0028'17 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.7
 CG0028'FOOT HIGHER THAN THE HIGHWAY.
 CG0028
 CG0028                          STATION RECOVERY (1979)
 CG0028
 CG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0028'8.4 KILOMETERS (5.25 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0028'OCOTILLO STREET UNDERPASS AT BENSON, AT A FRONTAGE ROAD BRIDGE OVER A
 CG0028'DRY WASH, IN THE TOP CENTER OF THE SOUTHEAST CURB, 4.8 METERS (15.5
 CG0028'FEET) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 21.9 METERS
 CG0028'(72 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CURB.
 CG0028'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0237 ***********************************************************************
 DB0237  DESIGNATION -  216.455
 DB0237  PID         -  DB0237
 DB0237  STATE/COUNTY-  AZ/YUMA
 DB0237  USGS QUAD   -  YUMA EAST (1994)
 DB0237
 DB0237                         *CURRENT SURVEY CONTROL
 DB0237  ___________________________________________________________________
 DB0237* NAD 83(1992)-  32 40 18.89330(N)    114 30 46.60298(W)     ADJUSTED  
 DB0237* NAVD 88     -        66.66   (+/-2cm)     218.7    (feet)  VERTCON   
 DB0237  ___________________________________________________________________
 DB0237  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DB0237  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0237  HORZ ORDER  -  SECOND
 DB0237  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0237
 DB0237.The horizontal coordinates were established by classical geodetic methods
 DB0237.and adjusted by the National Geodetic Survey in August 1993.
 DB0237
 DB0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0237.The vertical order pertains to the NGVD 29 superseded value.
 DB0237
 DB0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0237
 DB0237.The geoid height was determined by GEOID03.
 DB0237
 DB0237;                    North         East     Units Scale Factor Converg.
 DB0237;SPC AZ W     -   185,633.407   141,801.480   MT  0.99999645   -0 24 42.8
 DB0237;SPC AZ W     -   609,033.49    465,227.95   iFT  0.99999645   -0 24 42.8
 DB0237;SPC CA 6     -   557,390.974 2,162,927.277   MT  1.00002041   +0 57 16.4
 DB0237;SPC CA 6     - 1,828,706.89  7,096,203.91   sFT  1.00002041   +0 57 16.4
 DB0237;UTM  11      - 3,617,649.817   733,217.132   MT  1.00027073   +1 20 35.5
 DB0237
 DB0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0237!SPC AZ W     -   0.99999485  x   0.99999645  =   0.99999130
 DB0237!SPC CA 6     -   0.99999485  x   1.00002041  =   1.00001526
 DB0237!UTM  11      -   0.99999485  x   1.00027073  =   1.00026558
 DB0237
 DB0237                          SUPERSEDED SURVEY CONTROL
 DB0237
 DB0237  NAD 83(1986)-  32 40 18.90209(N)    114 30 46.61216(W) AD(       ) 2
 DB0237  NAD 27      -  32 40 18.73370(N)    114 30 43.79640(W) AD(       ) 2
 DB0237  NGVD 29 (??/??/??)   65.997  (m)          216.53   (f) ADJUSTED    1 2
 DB0237
 DB0237.Superseded values are not recommended for survey control.
 DB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0237.See file dsdata.txt to determine how the superseded data were derived.
 DB0237
 DB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3321717650(NAD 83)
 DB0237_MARKER: DD = SURVEY DISK
 DB0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0237_SP_SET: CANAL
 DB0237_STAMPING: 216.455
 DB0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0237
 DB0237  HISTORY     - Date     Condition        Report By
 DB0237  HISTORY     - 1960     MONUMENTED       BOR
 DB0237  HISTORY     - 1960     GOOD             NGS
 DB0237  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0237  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0237  HISTORY     - 20070615 MARK NOT FOUND   GEOCAC
 DB0237
 DB0237                          STATION DESCRIPTION
 DB0237
 DB0237'DESCRIBED BY US BUREAU OF RECLAMATION 1960
 DB0237'TO REACH FROM ARABY GO SOUTH ON PAVED ROAD (ARABY ROAD) FOR
 DB0237'0.4 MILE TO U.S. HIGHWAY 80.  TURN LEFT, EAST, ON THE HIGHWAY
 DB0237'AND GO 0.45 MILE TO HIGHWAY MILE POLE 11 AND A SIDE ROAD LEFT.
 DB0237'TURN LEFT, NORTH, ALONG THE EAST SIDE OF A CANAL AND GO 0.15
 DB0237'MILE TO A EAST-WEST CANAL AND THE STATION ON THE LEFT.
 DB0237'
 DB0237'THE U.S. BUREAU OF RECLAMATION MARK, STAMPED 216.455, IS A
 DB0237'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 DB0237'CONCRETE BANK OF THE NORTH-SOUTH CANAL, 3.3 FEET SOUTH OF THE
 DB0237'SOUTH BANK OF THE EAST-WEST CANAL AND ABOUT 1 FOOT LOWER THAN
 DB0237'THE STATION.
 DB0237'
 DB0237'2 WHEEL DRIVE
 DB0237
 DB0237                          STATION RECOVERY (1960)
 DB0237
 DB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DB0237'0.8 MI E FROM ARABY.
 DB0237'0.3 MILE SOUTH ON PAVED ROAD FROM ARABY, THENCE 0.45 MILE EAST
 DB0237'ON CANAL ROAD, 36.68 FEET WEST OF ARABY 1960, 3.3 FEET SOUTH OF
 DB0237'THE SOUTH BANK OF A EAST-WEST CANAL, SET IN A DRILL HOLE IN THE
 DB0237'EAST BANK OF A NORTH SOUTH CANAL.
 DB0237
 DB0237                          STATION RECOVERY (1981)
 DB0237
 DB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0237'SEARCHED FOR BUT NOT RECOVERED, NOTE-THE DESCRIBED HEADWALL IS COVERED
 DB0237'WITH BOARDS AND CRACKED BADLY.
 DB0237
 DB0237                          STATION RECOVERY (1981)
 DB0237
 DB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0237'SEARCHED FOR BUT NOT RECOVERED, NOTE-THE DESCRIBED HEADWALL IS COVERED
 DB0237'WITH BOARDS AND CRACKED BADLY.
 DB0237
 DB0237                          STATION RECOVERY (2007)
 DB0237
 DB0237'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0237'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TOWARD A CANAL
 DB0237'AREA THAT APPEARS TO HAVE BEEN RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0078 ***********************************************************************
 FS0078  DESIGNATION -  2165.03
 FS0078  PID         -  FS0078
 FS0078  STATE/COUNTY-  AZ/MOHAVE
 FS0078  USGS QUAD   -  MOUNT WILSON (1989)
 FS0078
 FS0078                         *CURRENT SURVEY CONTROL
 FS0078  ___________________________________________________________________
 FS0078* NAD 83(1986)-  35 54 37.     (N)    114 37 20.     (W)     SCALED    
 FS0078* NAVD 88     -       659.943  (meters)    2165.16   (feet)  POSTED    
 FS0078  ___________________________________________________________________
 FS0078  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0078  DYNAMIC HT  -         659.270 (meters)    2162.95  (feet)  COMP
 FS0078  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 FS0078
 FS0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0078
 FS0078.The horizontal coordinates were scaled from a topographic map and have
 FS0078.an estimated accuracy of +/- 6 seconds.
 FS0078
 FS0078.The orthometric height was determined by differential leveling
 FS0078.and adjusted by the  in 1992.
 FS0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0078.rate of 0.0 thru 1.0 mm/km.
 FS0078
 FS0078.The geoid height was determined by GEOID03.
 FS0078
 FS0078.The dynamic height is computed by dividing the NAVD 88
 FS0078.geopotential number by the normal gravity value computed on the
 FS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0078.degrees latitude (g = 980.6199 gals.).
 FS0078
 FS0078.The modeled gravity was interpolated from observed gravity values.
 FS0078
 FS0078;                    North         East    Units  Estimated Accuracy
 FS0078;SPC AZ W     -   544,930.      134,630.      MT  (+/- 180 meters Scaled)
 FS0078
 FS0078                          SUPERSEDED SURVEY CONTROL
 FS0078
 FS0078  NGVD 29 (??/??/92)  659.237  (m)         2162.85   (f) ADJ UNCH    1 1
 FS0078
 FS0078.Superseded values are not recommended for survey control.
 FS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0078.See file dsdata.txt to determine how the superseded data were derived.
 FS0078
 FS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV145766(NAD 83)
 FS0078_MARKER: DD = SURVEY DISK
 FS0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0078_SP_SET: CULVERT
 FS0078_STAMPING: 2165.03
 FS0078_MARK LOGO: BPR   
 FS0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0078
 FS0078  HISTORY     - Date     Condition        Report By
 FS0078  HISTORY     - UNK      MONUMENTED       BPR
 FS0078  HISTORY     - 1950     GOOD             NGS
 FS0078  HISTORY     - 1963     GOOD             NGS
 FS0078  HISTORY     - 1981     GOOD             NGS
 FS0078  HISTORY     - 19870519 GOOD             USPSQD
 FS0078
 FS0078                          STATION DESCRIPTION
 FS0078
 FS0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0078'11 MI SE FROM HOOVER DAM.
 FS0078'11.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0078'(ARIZONA) END OF HOOVER DAM, 0.05 MILE SOUTHEAST OF MILEPOST 11,
 FS0078'AT THE SOUTHEAST END OF A CUT THROUGH A ROCKY RIDGE, AT A 6- BY
 FS0078'8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF
 FS0078'THE NORTHEAST HEAD WALL, 14.2 FEET NORTHEAST OF THE CENTER LINE
 FS0078'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0078
 FS0078                          STATION RECOVERY (1963)
 FS0078
 FS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0078'RECOVERED IN GOOD CONDITION.
 FS0078
 FS0078                          STATION RECOVERY (1981)
 FS0078
 FS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0078'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0078'OF HOOVER DAM, THENCE 1.2 KM (0.75 MI) SOUTHEAST ALONG THE OLD
 FS0078'HIGHWAY, AT THE SOUTHEAST END OF A CUT THROUGH A ROCKY RIDGE, IN TOP
 FS0078'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 6 BY 8 FOOT BOX
 FS0078'CULVERT, 4.3 METERS (14.2 FT) NORTHEAST OF THE CENTER OF THE OLD
 FS0078'HIGHWAY.
 FS0078'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0078
 FS0078                          STATION RECOVERY (1987)
 FS0078
 FS0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0290 ***********************************************************************
 CZ0290  DESIGNATION -  2169
 CZ0290  PID         -  CZ0290
 CZ0290  STATE/COUNTY-  AZ/PINAL
 CZ0290  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ0290
 CZ0290                         *CURRENT SURVEY CONTROL
 CZ0290  ___________________________________________________________________
 CZ0290* NAD 83(1986)-  32 50 17.     (N)    110 43 12.     (W)     SCALED    
 CZ0290* NAVD 88     -       665.34   (+/-2cm)    2182.9    (feet)  VERTCON   
 CZ0290  ___________________________________________________________________
 CZ0290  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CZ0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0290
 CZ0290.The horizontal coordinates were scaled from a topographic map and have
 CZ0290.an estimated accuracy of +/- 6 seconds.
 CZ0290
 CZ0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0290.The vertical order pertains to the NGVD 29 superseded value.
 CZ0290
 CZ0290.The geoid height was determined by GEOID03.
 CZ0290
 CZ0290;                    North         East    Units  Estimated Accuracy
 CZ0290;SPC AZ C     -   204,430.      325,390.      MT  (+/- 180 meters Scaled)
 CZ0290
 CZ0290                          SUPERSEDED SURVEY CONTROL
 CZ0290
 CZ0290  NGVD 29 (??/??/92)  664.713  (m)         2180.81   (f) ADJ UNCH    2 0
 CZ0290
 CZ0290.Superseded values are not recommended for survey control.
 CZ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0290.See file dsdata.txt to determine how the superseded data were derived.
 CZ0290
 CZ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB262333(NAD 83)
 CZ0290_MARKER: P = PIPE CAP
 CZ0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0290_STAMPING: 2169 NOGLS
 CZ0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0290
 CZ0290  HISTORY     - Date     Condition        Report By
 CZ0290  HISTORY     - UNK      MONUMENTED       USGS
 CZ0290  HISTORY     - 1934     GOOD             NGS
 CZ0290
 CZ0290                          STATION DESCRIPTION
 CZ0290
 CZ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0290'9.9 MI NW FROM MOMMOTH.
 CZ0290'9.9 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0290'TO A POINT OPPOSITE BARKER RANCH, THENCE 0.5 MILE WEST.  400 YARDS
 CZ0290'WEST OF SAN PEDRO RIVER ALONG A LARGE ARROYO LEADING FROM PUTNAM
 CZ0290'CANYON, ON AN OLD ABANDONED WAGON ROAD LEADING INTO THE NORTH BANK OF
 CZ0290'THE ARROYO AT A POINT 85 YARDS EAST OF A FENCE ACROSS THE ARROYO, 37
 CZ0290'YARDS NORTH OF THE BANK, AND 20 FEET WEST OF THE CENTERLINE OF THE
 CZ0290'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2169
 CZ0290'NOGLS AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 7
 CZ0290'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1458 ***********************************************************************
 CZ1458  DESIGNATION -  217
 CZ1458  PID         -  CZ1458
 CZ1458  STATE/COUNTY-  AZ/PINAL
 CZ1458  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1458
 CZ1458                         *CURRENT SURVEY CONTROL
 CZ1458  ___________________________________________________________________
 CZ1458* NAD 83(1986)-  32 40 17.     (N)    111 25 39.     (W)     SCALED    
 CZ1458* NAVD 88     -       529.164  (meters)    1736.10   (feet)  ADJUSTED  
 CZ1458  ___________________________________________________________________
 CZ1458  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ1458  DYNAMIC HT  -         528.492 (meters)    1733.89  (feet)  COMP
 CZ1458  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 CZ1458  OBS GRAVITY -     979,353.9   (mgal)                       GRAV_OBS
 CZ1458
 CZ1458  VERT ORDER  -  FIRST     CLASS II
 CZ1458
 CZ1458.The horizontal coordinates were scaled from a topographic map and have
 CZ1458.an estimated accuracy of +/- 6 seconds.
 CZ1458
 CZ1458.The orthometric height was determined by differential leveling
 CZ1458.and adjusted in November 1993.
 CZ1458
 CZ1458.The geoid height was determined by GEOID03.
 CZ1458
 CZ1458.The dynamic height is computed by dividing the NAVD 88
 CZ1458.geopotential number by the normal gravity value computed on the
 CZ1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1458.degrees latitude (g = 980.6199 gals.).
 CZ1458
 CZ1458.The modeled gravity was interpolated from observed gravity values.
 CZ1458.The observed gravity was obtained from relative gravimeter ties
 CZ1458.to the IGSN71 gravity network.
 CZ1458
 CZ1458;                    North         East    Units  Estimated Accuracy
 CZ1458;SPC AZ C     -   185,420.      259,240.      MT  (+/- 180 meters Scaled)
 CZ1458
 CZ1458                          SUPERSEDED SURVEY CONTROL
 CZ1458
 CZ1458  NAVD 88 (06/15/91)  529.248  (m)         1736.37   (f) UNKNOWN     1 2
 CZ1458
 CZ1458.Superseded values are not recommended for survey control.
 CZ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1458.See file dsdata.txt to determine how the superseded data were derived.
 CZ1458
 CZ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB599149(NAD 83)
 CZ1458_MARKER: DD = SURVEY DISK
 CZ1458_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1458_SP_SET: HEADWALL
 CZ1458_STAMPING: 217
 CZ1458_MARK LOGO: AZDT  
 CZ1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1458+STABILITY: SURFACE MOTION
 CZ1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1458+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1458
 CZ1458  HISTORY     - Date     Condition        Report By
 CZ1458  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1458  HISTORY     - 1980     GOOD             NGS
 CZ1458  HISTORY     - 1984     GOOD             NGS
 CZ1458  HISTORY     - 19911205 GOOD             NGS
 CZ1458
 CZ1458                          STATION DESCRIPTION
 CZ1458
 CZ1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1458'38.3 KM SE FROM CASA GRANDE.
 CZ1458'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 CZ1458'38.3 KILOMETERS (23.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1458'RAILROAD FROM THE STATION AT CASA GRANDE, AT RAILROAD MILEAGE 942.53,
 CZ1458'AT A 2-CHANNEL BOX CULVERT UNDER INTERSTATE 10, IN THE TOP AND CENTER
 CZ1458'OF THE NORTHEAST HEADWALL, 12.6 METERS (42 FEET) NORTHEAST OF THE
 CZ1458'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 57.4 METERS (188 FEET)
 CZ1458'SOUTHWEST OF AND ACROSS A FRONTAGE ROAD FROM THE SOUTHWEST RAIL OF
 CZ1458'THE TRACKS AND 2.2 METERS (7.2 FEET) NORTHWEST OF THE SOUTHEAST
 CZ1458'END OF THE HEADWALL.
 CZ1458
 CZ1458                          STATION RECOVERY (1984)
 CZ1458
 CZ1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1458'RECOVERED IN GOOD CONDITION.
 CZ1458
 CZ1458                          STATION RECOVERY (1991)
 CZ1458
 CZ1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1458'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1458'POST OFFICE IN PICACHO, IN TOP OF AND 2.0 M (6.6 FT) SOUTHEAST OF THE
 CZ1458'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, 18.3 M
 CZ1458'(60.0 FT) SOUTHWEST OF THE ROAD CENTERLINE, 12.5 M (41.0 FT)
 CZ1458'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE
 CZ1458'HIGHWAY 10, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0029 ***********************************************************************
 CG0029  DESIGNATION -  217+61
 CG0029  PID         -  CG0029
 CG0029  STATE/COUNTY-  AZ/COCHISE
 CG0029  USGS QUAD   -  SAINT DAVID (1973)
 CG0029
 CG0029                         *CURRENT SURVEY CONTROL
 CG0029  ___________________________________________________________________
 CG0029* NAD 83(1986)-  31 58 40.     (N)    110 13 34.     (W)     SCALED    
 CG0029* NAVD 88     -      1151.550  (meters)    3778.04   (feet)  ADJUSTED  
 CG0029  ___________________________________________________________________
 CG0029  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CG0029  DYNAMIC HT  -        1149.826 (meters)    3772.39  (feet)  COMP
 CG0029  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0029
 CG0029  VERT ORDER  -  FIRST     CLASS II
 CG0029
 CG0029.The horizontal coordinates were scaled from a topographic map and have
 CG0029.an estimated accuracy of +/- 6 seconds.
 CG0029
 CG0029.The orthometric height was determined by differential leveling
 CG0029.and adjusted in June 1991.
 CG0029
 CG0029.The geoid height was determined by GEOID03.
 CG0029
 CG0029.The dynamic height is computed by dividing the NAVD 88
 CG0029.geopotential number by the normal gravity value computed on the
 CG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0029.degrees latitude (g = 980.6199 gals.).
 CG0029
 CG0029.The modeled gravity was interpolated from observed gravity values.
 CG0029
 CG0029;                    North         East    Units  Estimated Accuracy
 CG0029;SPC AZ E     -   108,410.      207,740.      MT  (+/- 180 meters Scaled)
 CG0029
 CG0029                          SUPERSEDED SURVEY CONTROL
 CG0029
 CG0029  NGVD 29 (??/??/92) 1150.790  (m)         3775.55   (f) ADJ UNCH    1 2
 CG0029
 CG0029.Superseded values are not recommended for survey control.
 CG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0029.See file dsdata.txt to determine how the superseded data were derived.
 CG0029
 CG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA731382(NAD 83)
 CG0029_MARKER: DD = SURVEY DISK
 CG0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0029_SP_SET: BRIDGE
 CG0029_STAMPING: 217+61 3776.49 1940
 CG0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0029
 CG0029  HISTORY     - Date     Condition        Report By
 CG0029  HISTORY     - 1940     MONUMENTED       AZHD
 CG0029  HISTORY     - 1952     GOOD             NGS
 CG0029  HISTORY     - 1979     GOOD             NGS
 CG0029
 CG0029                          STATION DESCRIPTION
 CG0029
 CG0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0029'4.5 MI NE FROM BENSON.
 CG0029'4.45 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0029'THE STATION AT BENSON TO RAILROAD BRIDGE 1037.20, THENCE 0.05 MILE
 CG0029'NORTHWEST ALONG THE BANK OF A WASH TO THE LARGE HIGHWAY BRIDGE, IN TOP
 CG0029'OF THE CENTER OF THE NORTHWEST CONCRETE HEADWALL OF STATE HIGHWAY 86
 CG0029'BRIDGE, 37.4 FEET NORTHWEST OF BENCH MARK 216+24 (AHD), 17.0 FEET
 CG0029'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 0.7 FOOT HIGHER
 CG0029'THAN THE HIGHWAY.
 CG0029
 CG0029                          STATION RECOVERY (1979)
 CG0029
 CG0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0029'8.4 KILOMETERS (5.25 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0029'OCOTILLO STREET UNDERPASS AT BENSON, AT A FRONTAGE ROAD BRIDGE OVER
 CG0029'ADAMS PEAK WASH, IN THE TOP CENTER OF THE NORTHWEST CURB, 0.5
 CG0029'KILOMETER (0.3 MILE) SOUTHWEST OF MILE POST 310, 5.8 METERS (19 FEET)
 CG0029'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 21.9 METERS
 CG0029'(72 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CURB.
 CG0029'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0954 ***********************************************************************
 DV0954  DESIGNATION -  2171
 DV0954  PID         -  DV0954
 DV0954  STATE/COUNTY-  AZ/MARICOPA
 DV0954  USGS QUAD   -  VULTURE PEAK (1990)
 DV0954
 DV0954                         *CURRENT SURVEY CONTROL
 DV0954  ___________________________________________________________________
 DV0954* NAD 83(1986)-  33 58 58.     (N)    112 46 33.     (W)     SCALED    
 DV0954* NAVD 88     -       664.752  (meters)    2180.94   (feet)  POSTED    
 DV0954  ___________________________________________________________________
 DV0954  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV0954  DYNAMIC HT  -         663.940 (meters)    2178.28  (feet)  COMP
 DV0954  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 DV0954
 DV0954  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0954
 DV0954.The horizontal coordinates were scaled from a topographic map and have
 DV0954.an estimated accuracy of +/- 6 seconds.
 DV0954
 DV0954.The orthometric height was determined by differential leveling
 DV0954.and adjusted in November 2005.
 DV0954.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0954.was located on a no-check spur therefore a value was not computed.
 DV0954.No vertical observational check was made to the station.
 DV0954
 DV0954.The geoid height was determined by GEOID03.
 DV0954
 DV0954.The dynamic height is computed by dividing the NAVD 88
 DV0954.geopotential number by the normal gravity value computed on the
 DV0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0954.degrees latitude (g = 980.6199 gals.).
 DV0954
 DV0954.The modeled gravity was interpolated from observed gravity values.
 DV0954
 DV0954;                    North         East    Units  Estimated Accuracy
 DV0954;SPC AZ C     -   331,080.      133,980.      MT  (+/- 180 meters Scaled)
 DV0954
 DV0954                          SUPERSEDED SURVEY CONTROL
 DV0954
 DV0954  NGVD 29 (??/??/92)  664.169  (m)         2179.03   (f) ADJ UNCH    2 0
 DV0954
 DV0954.Superseded values are not recommended for survey control.
 DV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0954.See file dsdata.txt to determine how the superseded data were derived.
 DV0954
 DV0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC359616(NAD 83)
 DV0954_MARKER: P = PIPE CAP
 DV0954_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0954_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0954_STAMPING: 2171 PHNX
 DV0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0954
 DV0954  HISTORY     - Date     Condition        Report By
 DV0954  HISTORY     - UNK      MONUMENTED       USGS
 DV0954  HISTORY     - 1939     GOOD             NGS
 DV0954  HISTORY     - 20080526 POOR             GEOCAC
 DV0954
 DV0954                          STATION DESCRIPTION
 DV0954
 DV0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0954'2.4 MI SE FROM MATTHIE JUNCTION.
 DV0954'IN MARICOPA COUNTY, 2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND
 DV0954'SANTA FE RAILWAY FROM MATTHIE JUNCTION, YAVAPAI COUNTY, AT THE
 DV0954'MARICOPA YAVAPAI COUNTY LINE, 700 FEET SOUTHEAST OF MILEPOST 137, 200
 DV0954'FEET WEST OF CULVERT A 138, ON A LOW FLAT, AND 95 FEET SOUTH OF THE
 DV0954'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DV0954'CAP, STAMPED 2171 PHNX AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 DV0954'PIPE.
 DV0954
 DV0954                          STATION RECOVERY (2008)
 DV0954
 DV0954'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0954'RECOVERED AS DESCRIBED, IN POOR CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0954'58.976' W112 46.529'. THE MONUMENT (PIPE) HAS BEEN STRUCK (BUMPED),
 DV0954'AND IS LEANING AT A CONSIDERABLE ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0706 ***********************************************************************
 CZ0706  DESIGNATION -  2172.21
 CZ0706  PID         -  CZ0706
 CZ0706  STATE/COUNTY-  AZ/PIMA
 CZ0706  USGS QUAD   -  JAYNES (1992)
 CZ0706
 CZ0706                         *CURRENT SURVEY CONTROL
 CZ0706  ___________________________________________________________________
 CZ0706* NAD 83(1986)-  32 20 43.     (N)    111 06 03.     (W)     SCALED    
 CZ0706* NAVD 88     -       662.57   (+/-2cm)    2173.8    (feet)  VERTCON   
 CZ0706  ___________________________________________________________________
 CZ0706  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0706
 CZ0706.The horizontal coordinates were scaled from a topographic map and have
 CZ0706.an estimated accuracy of +/- 6 seconds.
 CZ0706
 CZ0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0706.The vertical order pertains to the NGVD 29 superseded value.
 CZ0706
 CZ0706.The geoid height was determined by GEOID03.
 CZ0706
 CZ0706;                    North         East    Units  Estimated Accuracy
 CZ0706;SPC AZ C     -   149,440.      290,150.      MT  (+/- 180 meters Scaled)
 CZ0706
 CZ0706                          SUPERSEDED SURVEY CONTROL
 CZ0706
 CZ0706  NGVD 29 (??/??/92)  661.918  (m)         2171.64   (f) ADJ UNCH    2 0
 CZ0706
 CZ0706.Superseded values are not recommended for survey control.
 CZ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0706.See file dsdata.txt to determine how the superseded data were derived.
 CZ0706
 CZ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA905787(NAD 83)
 CZ0706_MARKER: DD = SURVEY DISK
 CZ0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0706_SP_SET: CULVERT
 CZ0706_STAMPING: 34+70 2172.21 1948
 CZ0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0706
 CZ0706  HISTORY     - Date     Condition        Report By
 CZ0706  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0706  HISTORY     - 1951     GOOD             NGS
 CZ0706  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0706
 CZ0706                          STATION DESCRIPTION
 CZ0706
 CZ0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0706'1.1 MI SW FROM CORTARO.
 CZ0706'1.1 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0706'CORTARO, IN THE TOP AND CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE
 CZ0706'CULVERT, 0.2 MILE SOUTHWEST OF THE INTERSECTION OF SILVER BELL ROAD,
 CZ0706'134 FEET WEST OF THE SOUTHWEST ONE OF TWO POWER LINE POLES NUMBER
 CZ0706'112-8, 14 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO ROAD.
 CZ0706
 CZ0706                          STATION RECOVERY (1997)
 CZ0706
 CZ0706'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0035 ***********************************************************************
 DA0035  DESIGNATION -  2172.3
 DA0035  PID         -  DA0035
 DA0035  STATE/COUNTY-  AZ/PINAL
 DA0035  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0035
 DA0035                         *CURRENT SURVEY CONTROL
 DA0035  ___________________________________________________________________
 DA0035* NAD 83(1986)-  32 37 23.     (N)    112 08 45.     (W)     SCALED    
 DA0035* NAVD 88     -       662.74   (+/-2cm)    2174.3    (feet)  VERTCON   
 DA0035  ___________________________________________________________________
 DA0035  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0035
 DA0035.The horizontal coordinates were scaled from a topographic map and have
 DA0035.an estimated accuracy of +/- 6 seconds.
 DA0035
 DA0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0035.The vertical order pertains to the NGVD 29 superseded value.
 DA0035
 DA0035.The geoid height was determined by GEOID03.
 DA0035
 DA0035;                    North         East    Units  Estimated Accuracy
 DA0035;SPC AZ C     -   179,980.      191,860.      MT  (+/- 180 meters Scaled)
 DA0035
 DA0035                          SUPERSEDED SURVEY CONTROL
 DA0035
 DA0035  NGVD 29 (??/??/92)  662.068  (m)         2172.13   (f) ADJ UNCH    2 0
 DA0035
 DA0035.Superseded values are not recommended for survey control.
 DA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0035.See file dsdata.txt to determine how the superseded data were derived.
 DA0035
 DA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB925100(NAD 83)
 DA0035_MARKER: B = BOLT
 DA0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0035+STABILITY: SURFACE MOTION
 DA0035
 DA0035  HISTORY     - Date     Condition        Report By
 DA0035  HISTORY     - UNK      MONUMENTED       USGS
 DA0035  HISTORY     - 1952     GOOD             NGS
 DA0035
 DA0035                          STATION DESCRIPTION
 DA0035
 DA0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0035'2.2 MI W FROM BITTER WELL.
 DA0035'2.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, 0.4
 DA0035'MILE WEST OF A SUMMIT, 30 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 DA0035'ROAD, 6 FEET NORTH OF A 3 1/2 FEET CAIRN, (HIGH), AN IRON BOLT IN THE
 DA0035'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT
 DA0035'2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0092 ***********************************************************************
 EU0092  DESIGNATION -  2175.54
 EU0092  PID         -  EU0092
 EU0092  STATE/COUNTY-  AZ/MOHAVE
 EU0092  USGS QUAD   -  YUCCA NW (1970)
 EU0092
 EU0092                         *CURRENT SURVEY CONTROL
 EU0092  ___________________________________________________________________
 EU0092* NAD 83(1986)-  34 57 49.     (N)    114 08 36.     (W)     SCALED    
 EU0092* NAVD 88     -       663.765  (meters)    2177.70   (feet)  ADJUSTED  
 EU0092  ___________________________________________________________________
 EU0092  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EU0092  DYNAMIC HT  -         663.018 (meters)    2175.25  (feet)  COMP
 EU0092  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 EU0092
 EU0092  VERT ORDER  -  FIRST     CLASS II
 EU0092
 EU0092.The horizontal coordinates were scaled from a topographic map and have
 EU0092.an estimated accuracy of +/- 6 seconds.
 EU0092
 EU0092.The orthometric height was determined by differential leveling
 EU0092.and adjusted in June 1991.
 EU0092
 EU0092.The geoid height was determined by GEOID03.
 EU0092
 EU0092.The dynamic height is computed by dividing the NAVD 88
 EU0092.geopotential number by the normal gravity value computed on the
 EU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0092.degrees latitude (g = 980.6199 gals.).
 EU0092
 EU0092.The modeled gravity was interpolated from observed gravity values.
 EU0092
 EU0092;                    North         East    Units  Estimated Accuracy
 EU0092;SPC AZ W     -   439,620.      177,440.      MT  (+/- 180 meters Scaled)
 EU0092
 EU0092                          SUPERSEDED SURVEY CONTROL
 EU0092
 EU0092  NGVD 29 (??/??/??)  663.033  (m)         2175.30   (f) ADJUSTED    1 2
 EU0092
 EU0092.Superseded values are not recommended for survey control.
 EU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0092.See file dsdata.txt to determine how the superseded data were derived.
 EU0092
 EU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU608727(NAD 83)
 EU0092_MARKER: DD = SURVEY DISK
 EU0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0092_SP_SET: BRIDGE CURB
 EU0092_STAMPING: 2175.54 1696-3150 1951
 EU0092_MARK LOGO: AZHD  
 EU0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0092
 EU0092  HISTORY     - Date     Condition        Report By
 EU0092  HISTORY     - 1951     MONUMENTED       AZHD
 EU0092  HISTORY     - 1961     GOOD             NGS
 EU0092  HISTORY     - 1981     GOOD             NGS
 EU0092
 EU0092                          STATION DESCRIPTION
 EU0092
 EU0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0092'7 MI NE FROM YUCCA.
 EU0092'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0092'THENCE 6.65 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP OF
 EU0092'THE NORTH END OF THE EAST CURB OF A 150 FOOT CONCRETE BRIDGE OVER
 EU0092'WALNUT CREEK, 15 FEET EAST OF THE CENTER OF THE HIGHWAY, AND
 EU0092'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0092
 EU0092                          STATION RECOVERY (1981)
 EU0092
 EU0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0092'11.65 KM (7.25 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0092'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT A BRIDGE OVER
 EU0092'WALNUT CREEK, IN TOP OF THE NORTH END OF THE EAST CURB, 4.6 METERS
 EU0092'(15 FT) EAST OF THE CENTERLINE OF THE EAST LANES.
 EU0092'THE MARK IS 0.3 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0600 ***********************************************************************
 CZ0600  DESIGNATION -  2184.0
 CZ0600  PID         -  CZ0600
 CZ0600  STATE/COUNTY-  AZ/PIMA
 CZ0600  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0600
 CZ0600                         *CURRENT SURVEY CONTROL
 CZ0600  ___________________________________________________________________
 CZ0600* NAD 83(1986)-  32 26 58.     (N)    111 26 06.     (W)     SCALED    
 CZ0600* NAVD 88     -       666.21   (+/-2cm)    2185.7    (feet)  VERTCON   
 CZ0600  ___________________________________________________________________
 CZ0600  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0600
 CZ0600.The horizontal coordinates were scaled from a topographic map and have
 CZ0600.an estimated accuracy of +/- 6 seconds.
 CZ0600
 CZ0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0600.The vertical order pertains to the NGVD 29 superseded value.
 CZ0600
 CZ0600.The geoid height was determined by GEOID03.
 CZ0600
 CZ0600;                    North         East    Units  Estimated Accuracy
 CZ0600;SPC AZ C     -   160,800.      258,650.      MT  (+/- 180 meters Scaled)
 CZ0600
 CZ0600                          SUPERSEDED SURVEY CONTROL
 CZ0600
 CZ0600  NGVD 29 (??/??/92)  665.673  (m)         2183.96   (f) ADJ UNCH    2 0
 CZ0600
 CZ0600.Superseded values are not recommended for survey control.
 CZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0600.See file dsdata.txt to determine how the superseded data were derived.
 CZ0600
 CZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA591903(NAD 83)
 CZ0600_MARKER: Z = SEE DESCRIPTION
 CZ0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0600_SP_SET: TREE
 CZ0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0600
 CZ0600  HISTORY     - Date     Condition        Report By
 CZ0600  HISTORY     - UNK      MONUMENTED       USGS
 CZ0600  HISTORY     - 1951     GOOD             NGS
 CZ0600
 CZ0600                          STATION DESCRIPTION
 CZ0600
 CZ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0600'12.3 MI E FROM SILVER BELL.
 CZ0600'6.9 MILES NORTHEAST ALONG A GRAVEL FROM THE CEMETERY AT SILVER BELL
 CZ0600'THENCE 5.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.2 MILE NORTH OF A
 CZ0600'TRACK ROAD LEADING WEST, 0.1 MILE SOUTHEAST OF A TRACK ROAD LEADING
 CZ0600'EAST TO A BUILDING, AND SET IN THE TOP OF A SAWED OFF LIMB OF A PALO
 CZ0600'VERDE TREE, ABOUT 1 FOOT ABOVE THE GROUND, REF. MARK 2184.0 STAMPED ON
 CZ0600'A METAL TAG FASTENED TO THE TREE, 48.9 FEET WEST OF AND ACROSS THE
 CZ0600'ROAD FROM H 94 (USCGS), 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CZ0600'AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5917 ***********************************************************************
 DJ5917  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5917  DESIGNATION -  22
 DJ5917  PID         -  DJ5917
 DJ5917  STATE/COUNTY-  AZ/MARICOPA
 DJ5917  USGS QUAD   -  TOLLESON (1982)
 DJ5917
 DJ5917                         *CURRENT SURVEY CONTROL
 DJ5917  ___________________________________________________________________
 DJ5917* NAD 83(2007)-  33 24 22.09509(N)    112 18 22.23310(W)     ADJUSTED  
 DJ5917* NAVD 88     -       289.18   (meters)     948.8    (feet)  GPS OBS   
 DJ5917  ___________________________________________________________________
 DJ5917  EPOCH DATE  -        2007.00
 DJ5917  X           -  -2,023,042.179 (meters)                     COMP
 DJ5917  Y           -  -4,931,172.467 (meters)                     COMP
 DJ5917  Z           -   3,491,790.932 (meters)                     COMP
 DJ5917  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DJ5917  ELLIP HEIGHT-         258.890 (meters)          (03/21/07) ADJUSTED
 DJ5917  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DJ5917  HORZ ORDER  -  FIRST
 DJ5917  ELLP ORDER  -  FOURTH    CLASS I
 DJ5917
 DJ5917.The horizontal coordinates were established by GPS observations
 DJ5917.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5917
 DJ5917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5917.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5917.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5917.The epoch date for horizontal control is a decimal equivalence
 DJ5917.of Year/Month/Day.
 DJ5917
 DJ5917.The orthometric height was determined by GPS observations and a
 DJ5917.high-resolution geoid model.
 DJ5917.The orthometric height was determined by GPS observations and a
 DJ5917.high-resolution geoid model using precise GPS observation and
 DJ5917.processing techniques.
 DJ5917
 DJ5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5917
 DJ5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5917
 DJ5917.The ellipsoidal height was determined by GPS observations
 DJ5917.and is referenced to NAD 83.
 DJ5917
 DJ5917.The geoid height was determined by GEOID03.
 DJ5917
 DJ5917;                    North         East     Units Scale Factor Converg.
 DJ5917;SPC AZ C     -   266,858.773   177,130.313   MT  0.99991618   -0 12 52.0
 DJ5917;SPC AZ C     -   875,520.91    581,136.20   iFT  0.99991618   -0 12 52.0
 DJ5917;UTM  12      - 3,697,075.181   378,540.413   MT  0.99978188   -0 43 09.2
 DJ5917
 DJ5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5917!SPC AZ C     -   0.99995936  x   0.99991618  =   0.99987554
 DJ5917!UTM  12      -   0.99995936  x   0.99978188  =   0.99974125
 DJ5917
 DJ5917                          SUPERSEDED SURVEY CONTROL
 DJ5917
 DJ5917.No superseded survey control is available for this station.
 DJ5917
 DJ5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7854097075(NAD 83)
 DJ5917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5917_STAMPING: NO STAMPING
 DJ5917_MARK LOGO: AZ-013
 DJ5917_PROJECTION: RECESSED 12 CENTIMETERS
 DJ5917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5917+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5917
 DJ5917  HISTORY     - Date     Condition        Report By
 DJ5917  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5917  HISTORY     - 20061101 GOOD             EVANS
 DJ5917
 DJ5917                          STATION DESCRIPTION
 DJ5917
 DJ5917'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5917'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5917'SOUTH ON AVONDALE BOULEVARD 5.89KM TO BROADWAY ROAD.  STATION IS A
 DJ5917'MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS DISK, STAMPED 1979, IN A
 DJ5917'CONCRETE POST IN A HAND HOLE, RECESSED 12CM, FOUND AT THE INTERSECTION
 DJ5917'OF AVONDALE BOULEVARD AND BROADWAY ROAD.  (GDACS CORNER 54080-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1568 ***********************************************************************
 DV1568  DESIGNATION -  22 A
 DV1568  PID         -  DV1568
 DV1568  STATE/COUNTY-  AZ/LA PAZ
 DV1568  USGS QUAD   -  HOPE SW (1990)
 DV1568
 DV1568                         *CURRENT SURVEY CONTROL
 DV1568  ___________________________________________________________________
 DV1568* NAD 83(1986)-  33 36 44.     (N)    113 38 20.     (W)     SCALED    
 DV1568* NAVD 88     -       432.44   (+/-2cm)    1418.8    (feet)  VERTCON   
 DV1568  ___________________________________________________________________
 DV1568  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1568
 DV1568.The horizontal coordinates were scaled from a topographic map and have
 DV1568.an estimated accuracy of +/- 6 seconds.
 DV1568
 DV1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1568.The vertical order pertains to the NGVD 29 superseded value.
 DV1568
 DV1568.The geoid height was determined by GEOID03.
 DV1568
 DV1568;                    North         East    Units  Estimated Accuracy
 DV1568;SPC AZ W     -   289,660.      223,670.      MT  (+/- 180 meters Scaled)
 DV1568
 DV1568                          SUPERSEDED SURVEY CONTROL
 DV1568
 DV1568  NGVD 29 (??/??/92)  431.755  (m)         1416.52   (f) ADJ UNCH    2 0
 DV1568
 DV1568.Superseded values are not recommended for survey control.
 DV1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1568.See file dsdata.txt to determine how the superseded data were derived.
 DV1568
 DV1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC551222(NAD 83)
 DV1568_MARKER: DD = SURVEY DISK
 DV1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1568_STAMPING: 22 A 1962
 DV1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1568+STABILITY: SURFACE MOTION
 DV1568
 DV1568  HISTORY     - Date     Condition        Report By
 DV1568  HISTORY     - 1962     MONUMENTED       AZHD
 DV1568  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1568
 DV1568                          STATION DESCRIPTION
 DV1568
 DV1568'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1568'15.55 MI SW FROM SALOME.
 DV1568'0.6 MILE EAST-SOUTHEAST OF P 396 22, AN ARIZONA HIGHWAY DEPARTMENT
 DV1568'DISK STAMPED 22 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1568'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1568'HIGHWAY 10, 1.5 FEET WEST OF A METAL WITNESS POST.
 DV1568
 DV1568                          STATION RECOVERY (1987)
 DV1568
 DV1568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0205 ***********************************************************************
 CF0205  DESIGNATION -  22 BKC
 CF0205  PID         -  CF0205
 CF0205  STATE/COUNTY-  AZ/COCHISE
 CF0205  USGS QUAD   -  PEARCE (1985)
 CF0205
 CF0205                         *CURRENT SURVEY CONTROL
 CF0205  ___________________________________________________________________
 CF0205* NAD 83(1986)-  31 54 22.     (N)    109 45 42.     (W)     SCALED    
 CF0205* NAVD 88     -      1319.905  (meters)    4330.39   (feet)  ADJUSTED  
 CF0205  ___________________________________________________________________
 CF0205  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CF0205  DYNAMIC HT  -        1317.883 (meters)    4323.75  (feet)  COMP
 CF0205  MODELED GRAV-     979,062.0   (mgal)                       NAVD 88
 CF0205
 CF0205  VERT ORDER  -  FIRST     CLASS II
 CF0205
 CF0205.The horizontal coordinates were scaled from a topographic map and have
 CF0205.an estimated accuracy of +/- 6 seconds.
 CF0205
 CF0205.The orthometric height was determined by differential leveling
 CF0205.and adjusted in June 1991.
 CF0205
 CF0205.The geoid height was determined by GEOID03.
 CF0205
 CF0205.The dynamic height is computed by dividing the NAVD 88
 CF0205.geopotential number by the normal gravity value computed on the
 CF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0205.degrees latitude (g = 980.6199 gals.).
 CF0205
 CF0205.The modeled gravity was interpolated from observed gravity values.
 CF0205
 CF0205;                    North         East    Units  Estimated Accuracy
 CF0205;SPC AZ E     -   100,530.      251,670.      MT  (+/- 180 meters Scaled)
 CF0205
 CF0205                          SUPERSEDED SURVEY CONTROL
 CF0205
 CF0205.No superseded survey control is available for this station.
 CF0205
 CF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA170306(NAD 83)
 CF0205_MARKER: DD = SURVEY DISK
 CF0205_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CF0205_SP_SET: UNSPECIFIED DEEP
 CF0205_STAMPING: 22 BKC 1974
 CF0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0205+STABILITY: SURFACE MOTION
 CF0205
 CF0205  HISTORY     - Date     Condition        Report By
 CF0205  HISTORY     - 1974     MONUMENTED       USGS
 CF0205  HISTORY     - 1980     GOOD             NGS
 CF0205
 CF0205                          STATION DESCRIPTION
 CF0205
 CF0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0205'8.2 KM SE FROM PEARCE.
 CF0205'8.2 KILOMETERS (5.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0205'FROM THE POST OFFICE IN PEARCE, 0.1 KILOMETER (0.05 MILE)
 CF0205'EAST OF HIGHWAY MILEPOST 43, SET AT THE NORTHEAST CORNER OF THE
 CF0205'JUNCTION WITH KANSAS SETTLEMENT ROAD, 29.9. METERS
 CF0205'(98 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 22.2 METERS
 CF0205'(73 FEET) EAST OF THE CENTERLINE OF THE ROAD,
 CF0205'9.7 METERS (32 FEET) EAST OF THE WEST FENCE CORNER OF THE
 CF0205'RIGHT-OF-WAY FENCE, 0.3 METER (1 FOOT) SOUTH OF THE RIGHT-OF-WAY
 CF0205'FENCE. NOTE- THIS ROD IS ENCASED IN A 5-INCH PLASTIC PIPE.
 CF0205'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CF0205'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0812 ***********************************************************************
 FQ0812  DESIGNATION -  22 BKC
 FQ0812  PID         -  FQ0812
 FQ0812  STATE/COUNTY-  AZ/COCONINO
 FQ0812  USGS QUAD   -  WUPATKI SW (1969)
 FQ0812
 FQ0812                         *CURRENT SURVEY CONTROL
 FQ0812  ___________________________________________________________________
 FQ0812* NAD 83(1986)-  35 32 01.     (N)    111 26 08.     (W)     SCALED    
 FQ0812* NAVD 88     -      1651.140  (meters)    5417.12   (feet)  POSTED    
 FQ0812  ___________________________________________________________________
 FQ0812  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FQ0812  DYNAMIC HT  -        1649.000 (meters)    5410.09  (feet)  COMP
 FQ0812  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 FQ0812
 FQ0812  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0812
 FQ0812.The horizontal coordinates were scaled from a topographic map and have
 FQ0812.an estimated accuracy of +/- 6 seconds.
 FQ0812
 FQ0812.The orthometric height was determined by differential leveling
 FQ0812.and adjusted by the  in 1992.
 FQ0812.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0812.rate of 0.0 thru 1.0 mm/km.
 FQ0812
 FQ0812.The geoid height was determined by GEOID03.
 FQ0812
 FQ0812.The dynamic height is computed by dividing the NAVD 88
 FQ0812.geopotential number by the normal gravity value computed on the
 FQ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0812.degrees latitude (g = 980.6199 gals.).
 FQ0812
 FQ0812.The modeled gravity was interpolated from observed gravity values.
 FQ0812
 FQ0812;                    North         East    Units  Estimated Accuracy
 FQ0812;SPC AZ C     -   502,880.      256,990.      MT  (+/- 180 meters Scaled)
 FQ0812
 FQ0812                          SUPERSEDED SURVEY CONTROL
 FQ0812
 FQ0812  NGVD 29 (??/??/92) 1650.25   (m)         5414.2    (f) COMPUTED    2 2
 FQ0812
 FQ0812.Superseded values are not recommended for survey control.
 FQ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0812.See file dsdata.txt to determine how the superseded data were derived.
 FQ0812
 FQ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE605323(NAD 83)
 FQ0812_MARKER: DB = BENCH MARK DISK
 FQ0812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0812_SP_SET: COPPER-CLAD STEEL ROD
 FQ0812_STAMPING: 22 BKC 1968 5414
 FQ0812_MARK LOGO: USGS  
 FQ0812_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0812+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0812
 FQ0812  HISTORY     - Date     Condition        Report By
 FQ0812  HISTORY     - 1968     MONUMENTED       USGS
 FQ0812
 FQ0812                          STATION DESCRIPTION
 FQ0812
 FQ0812'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0812'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0812'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0812'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0812'NATIONAL MONUMENT, THENCE 7.6 MILES EAST ALONG THE MONUMENT ROAD, 53
 FQ0812'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WITNESS
 FQ0812'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0812'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0784 ***********************************************************************
 FQ0784  DESIGNATION -  22 HLS
 FQ0784  PID         -  FQ0784
 FQ0784  STATE/COUNTY-  AZ/NAVAJO
 FQ0784  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0784
 FQ0784                         *CURRENT SURVEY CONTROL
 FQ0784  ___________________________________________________________________
 FQ0784* NAD 83(1986)-  35 09 41.     (N)    110 11 43.     (W)     SCALED    
 FQ0784* NAVD 88     -      1596.943  (meters)    5239.30   (feet)  ADJUSTED  
 FQ0784  ___________________________________________________________________
 FQ0784  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FQ0784  DYNAMIC HT  -        1594.807 (meters)    5232.30  (feet)  COMP
 FQ0784  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 FQ0784
 FQ0784  VERT ORDER  -  THIRD
 FQ0784
 FQ0784.The horizontal coordinates were scaled from a topographic map and have
 FQ0784.an estimated accuracy of +/- 6 seconds.
 FQ0784
 FQ0784.The orthometric height was determined by differential leveling
 FQ0784.and adjusted in June 1991.
 FQ0784
 FQ0784.The geoid height was determined by GEOID03.
 FQ0784
 FQ0784.The dynamic height is computed by dividing the NAVD 88
 FQ0784.geopotential number by the normal gravity value computed on the
 FQ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0784.degrees latitude (g = 980.6199 gals.).
 FQ0784
 FQ0784.The modeled gravity was interpolated from observed gravity values.
 FQ0784
 FQ0784;                    North         East    Units  Estimated Accuracy
 FQ0784;SPC AZ E     -   461,480.      210,750.      MT  (+/- 180 meters Scaled)
 FQ0784
 FQ0784                          SUPERSEDED SURVEY CONTROL
 FQ0784
 FQ0784.No superseded survey control is available for this station.
 FQ0784
 FQ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD732912(NAD 83)
 FQ0784_MARKER: DB = BENCH MARK DISK
 FQ0784_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0784_SP_SET: COPPER-CLAD STEEL ROD
 FQ0784_STAMPING: 22 HLS 1970 5237
 FQ0784_MARK LOGO: USGS  
 FQ0784_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0784+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0784
 FQ0784  HISTORY     - Date     Condition        Report By
 FQ0784  HISTORY     - 1970     MONUMENTED       USGS
 FQ0784
 FQ0784                          STATION DESCRIPTION
 FQ0784
 FQ0784'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0784'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0784'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0784'HIGHWAY 77, THENCE 6.8 MILES WEST ALONG A ROAD, 0.2 MILES SOUTH OF A
 FQ0784'WINDMILL, 42 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 FQ0784'EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FQ0784'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0134 ***********************************************************************
 EU0134  DESIGNATION -  22 M
 EU0134  PID         -  EU0134
 EU0134  STATE/COUNTY-  AZ/MOHAVE
 EU0134  USGS QUAD   -  GENE WASH (1975)
 EU0134
 EU0134                         *CURRENT SURVEY CONTROL
 EU0134  ___________________________________________________________________
 EU0134* NAD 83(1986)-  34 18 19.     (N)    114 08 15.     (W)     SCALED    
 EU0134* NAVD 88     -       121.30   (+/-2cm)     398.0    (feet)  VERTCON   
 EU0134  ___________________________________________________________________
 EU0134  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0134  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0134
 EU0134.The horizontal coordinates were scaled from a topographic map and have
 EU0134.an estimated accuracy of +/- 6 seconds.
 EU0134
 EU0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0134.The vertical order pertains to the NGVD 29 superseded value.
 EU0134
 EU0134.The geoid height was determined by GEOID03.
 EU0134
 EU0134;                    North         East    Units  Estimated Accuracy
 EU0134;SPC AZ W     -   366,590.      177,690.      MT  (+/- 180 meters Scaled)
 EU0134
 EU0134                          SUPERSEDED SURVEY CONTROL
 EU0134
 EU0134  NGVD 29 (??/??/??)  120.681  (m)          395.93   (f) ADJUSTED    1 2
 EU0134
 EU0134.Superseded values are not recommended for survey control.
 EU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0134.See file dsdata.txt to determine how the superseded data were derived.
 EU0134
 EU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT634997(NAD 83)
 EU0134_MARKER: DD = SURVEY DISK
 EU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0134+STABILITY: SURFACE MOTION
 EU0134
 EU0134  HISTORY     - Date     Condition        Report By
 EU0134  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0134  HISTORY     - 1930     GOOD             MWDSC
 EU0134  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0134
 EU0134                          STATION DESCRIPTION
 EU0134
 EU0134'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0134'14 MI NE FROM PARKER.
 EU0134'IN MOHAVE COUNTY, ABOUT 14.0 MILES NORTHEAST OF PARKER, YUMA
 EU0134'COUNTY, ABOUT 300 FEET NORTHEAST OF THE JUNCTION OF COLORADO
 EU0134'AND WILLIAMS RIVERS, ABOUT 150 FEET SOUTHEAST OF ADOBE RUINS,
 EU0134'ABOUT 60 FEET NORTHEAST OF 391 Y (U.S.G.S.), DESCRIBED ABOVE,
 EU0134'ABOUT 40 FEET NORTH OF A ROAD, AND ABOUT 15 FEET HIGHER THAN
 EU0134'THE NORMAL WATER SURFACE OF COLORADO RIVER.  A METROPOLITAN
 EU0134'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN
 EU0134'THE TOP OF A CONCRETE POST.
 EU0134
 EU0134                          STATION RECOVERY (1987)
 EU0134
 EU0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0135 ***********************************************************************
 EU0135  DESIGNATION -  22 N
 EU0135  PID         -  EU0135
 EU0135  STATE/COUNTY-  AZ/MOHAVE
 EU0135  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0135
 EU0135                         *CURRENT SURVEY CONTROL
 EU0135  ___________________________________________________________________
 EU0135* NAD 83(1986)-  34 18 00.     (N)    114 05 48.     (W)     SCALED    
 EU0135* NAVD 88     -       128.58   (+/-2cm)     421.8    (feet)  VERTCON   
 EU0135  ___________________________________________________________________
 EU0135  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 EU0135  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0135
 EU0135.The horizontal coordinates were scaled from a topographic map and have
 EU0135.an estimated accuracy of +/- 6 seconds.
 EU0135
 EU0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0135.The vertical order pertains to the NGVD 29 superseded value.
 EU0135
 EU0135.The geoid height was determined by GEOID03.
 EU0135
 EU0135;                    North         East    Units  Estimated Accuracy
 EU0135;SPC AZ W     -   366,000.      181,450.      MT  (+/- 180 meters Scaled)
 EU0135
 EU0135                          SUPERSEDED SURVEY CONTROL
 EU0135
 EU0135  NGVD 29 (??/??/??)  127.961  (m)          419.82   (f) ADJUSTED    1 2
 EU0135
 EU0135.Superseded values are not recommended for survey control.
 EU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0135.See file dsdata.txt to determine how the superseded data were derived.
 EU0135
 EU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT672992(NAD 83)
 EU0135_MARKER: DD = SURVEY DISK
 EU0135_SETTING: 66 = SET IN ROCK OUTCROP
 EU0135_SP_SET: BEDROCK
 EU0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0135+STABILITY: POSITION/ELEVATION WELL
 EU0135
 EU0135  HISTORY     - Date     Condition        Report By
 EU0135  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0135  HISTORY     - 1930     GOOD             MWDSC
 EU0135  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0135
 EU0135                          STATION DESCRIPTION
 EU0135
 EU0135'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0135'15 MI NE FROM PARKER.
 EU0135'IN MOHAVE COUNTY, ABOUT 15.0 MILES NORTHEAST OF PARKER, YUMA
 EU0135'COUNTY, ABOUT 2.8 MILES EAST OF COLORADO RIVER, ABOUT 125 FEET
 EU0135'NORTH OF WILLIAMS RIVER, AT THE SOUTH BASE OF HILLS, ABOUT
 EU0135'30 FEET NORTHEAST OF THE FIRST BRIDGE OVER THE RIVER, IN BEDROCK,
 EU0135'AND ABOUT 4 FEET ABOVE THE ROAD.  A METROPOLITAN WATER DISTRICT
 EU0135'OF SOUTHERN CALIFORNIA STANDARD DISK.
 EU0135
 EU0135                          STATION RECOVERY (1987)
 EU0135
 EU0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0136 ***********************************************************************
 EU0136  DESIGNATION -  22 P
 EU0136  PID         -  EU0136
 EU0136  STATE/COUNTY-  AZ/LA PAZ
 EU0136  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0136
 EU0136                         *CURRENT SURVEY CONTROL
 EU0136  ___________________________________________________________________
 EU0136* NAD 83(1986)-  34 15 42.     (N)    114 01 41.     (W)     SCALED    
 EU0136* NAVD 88     -       151.37   (+/-2cm)     496.6    (feet)  VERTCON   
 EU0136  ___________________________________________________________________
 EU0136  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EU0136  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0136
 EU0136.The horizontal coordinates were scaled from a topographic map and have
 EU0136.an estimated accuracy of +/- 6 seconds.
 EU0136
 EU0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0136.The vertical order pertains to the NGVD 29 superseded value.
 EU0136
 EU0136.The geoid height was determined by GEOID03.
 EU0136
 EU0136;                    North         East    Units  Estimated Accuracy
 EU0136;SPC AZ W     -   361,720.      187,750.      MT  (+/- 180 meters Scaled)
 EU0136
 EU0136                          SUPERSEDED SURVEY CONTROL
 EU0136
 EU0136  NGVD 29 (??/??/??)  150.748  (m)          494.58   (f) ADJUSTED    1 2
 EU0136
 EU0136.Superseded values are not recommended for survey control.
 EU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0136.See file dsdata.txt to determine how the superseded data were derived.
 EU0136
 EU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT736951(NAD 83)
 EU0136_MARKER: DD = SURVEY DISK
 EU0136_SETTING: 66 = SET IN ROCK OUTCROP
 EU0136_SP_SET: ROCK OUTCROP
 EU0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0136+STABILITY: POSITION/ELEVATION WELL
 EU0136
 EU0136  HISTORY     - Date     Condition        Report By
 EU0136  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0136  HISTORY     - 1930     GOOD             MWDSC
 EU0136  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0136
 EU0136                          STATION DESCRIPTION
 EU0136
 EU0136'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0136'16 MI NE FROM PARKER.
 EU0136'ABOUT 16.0 MILES NORTHEAST OF PARKER, YUMA COUNTY, ABOUT 7.8
 EU0136'MILES EAST OF COLORADO RIVER, AT THE NORTH BASE OF A HILL, AT
 EU0136'THE EIGHTH BRIDGE OVER WILLIAMS RIVER, ABOUT 30 FEET SOUTHWEST
 EU0136'OF THE RIVER, ABOUT 30 FEET EAST OF THE ROAD, IN A ROCK OUTCROP,
 EU0136'AND ABOUT 8 FEET ABOVE THE LOW WATER SURFACE.  A METROPOLITAN
 EU0136'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK.
 EU0136
 EU0136                          STATION RECOVERY (1987)
 EU0136
 EU0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0692 ***********************************************************************
 ET0692  DESIGNATION -  22 Q
 ET0692  PID         -  ET0692
 ET0692  STATE/COUNTY-  AZ/MOHAVE
 ET0692  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0692
 ET0692                         *CURRENT SURVEY CONTROL
 ET0692  ___________________________________________________________________
 ET0692* NAD 83(1986)-  34 15 52.     (N)    113 57 44.     (W)     SCALED    
 ET0692* NAVD 88     -       187.44   (+/-2cm)     615.0    (feet)  VERTCON   
 ET0692  ___________________________________________________________________
 ET0692  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ET0692  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0692
 ET0692.The horizontal coordinates were scaled from a topographic map and have
 ET0692.an estimated accuracy of +/- 6 seconds.
 ET0692
 ET0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0692.The vertical order pertains to the NGVD 29 superseded value.
 ET0692
 ET0692.The geoid height was determined by GEOID03.
 ET0692
 ET0692;                    North         East    Units  Estimated Accuracy
 ET0692;SPC AZ W     -   362,020.      193,820.      MT  (+/- 180 meters Scaled)
 ET0692
 ET0692                          SUPERSEDED SURVEY CONTROL
 ET0692
 ET0692  NGVD 29 (??/??/92)  186.822  (m)          612.93   (f) ADJ UNCH    1 1
 ET0692
 ET0692.Superseded values are not recommended for survey control.
 ET0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0692.See file dsdata.txt to determine how the superseded data were derived.
 ET0692
 ET0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC272954(NAD 83)
 ET0692_MARKER: DD = SURVEY DISK
 ET0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0692_STAMPING: 22 Q 1931
 ET0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0692+STABILITY: SURFACE MOTION
 ET0692
 ET0692  HISTORY     - Date     Condition        Report By
 ET0692  HISTORY     - 1931     MONUMENTED       MWDSC
 ET0692  HISTORY     - 1948     GOOD             NGS
 ET0692  HISTORY     - 19870402 GOOD             USGS
 ET0692
 ET0692                          STATION DESCRIPTION
 ET0692
 ET0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0692'29.4 MI N FROM BOUSE.
 ET0692'28.5 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0692'BOUSE, THENCE 0.9 MILE NORTH ALONG THE YUCCA-PARKER ROAD FROM THE
 ET0692'JUNCTION OF THE BOUSE-PLANET ROAD, ABOUT 200 YARDS NORTH OF AN
 ET0692'ABANDONED CATTLE CORRAL, ABOUT 30 FEET SOUTH OF A SMALL MESQUITE
 ET0692'PATCH, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET NORTH OF
 ET0692'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 ET0692'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 ET0692'GROUND.
 ET0692
 ET0692                          STATION RECOVERY (1987)
 ET0692
 ET0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0693 ***********************************************************************
 ET0693  DESIGNATION -  22 R
 ET0693  PID         -  ET0693
 ET0693  STATE/COUNTY-  AZ/MOHAVE
 ET0693  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0693
 ET0693                         *CURRENT SURVEY CONTROL
 ET0693  ___________________________________________________________________
 ET0693* NAD 83(1986)-  34 19 54.     (N)    113 56 09.     (W)     SCALED    
 ET0693* NAVD 88     -       356.96   (+/-2cm)    1171.1    (feet)  VERTCON   
 ET0693  ___________________________________________________________________
 ET0693  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 ET0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0693
 ET0693.The horizontal coordinates were scaled from a topographic map and have
 ET0693.an estimated accuracy of +/- 6 seconds.
 ET0693
 ET0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0693.The vertical order pertains to the NGVD 29 superseded value.
 ET0693
 ET0693.The geoid height was determined by GEOID03.
 ET0693
 ET0693;                    North         East    Units  Estimated Accuracy
 ET0693;SPC AZ W     -   369,470.      196,260.      MT  (+/- 180 meters Scaled)
 ET0693
 ET0693                          SUPERSEDED SURVEY CONTROL
 ET0693
 ET0693  NGVD 29 (??/??/92)  356.325  (m)         1169.04   (f) ADJ UNCH    1 2
 ET0693
 ET0693.Superseded values are not recommended for survey control.
 ET0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0693.See file dsdata.txt to determine how the superseded data were derived.
 ET0693
 ET0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD298028(NAD 83)
 ET0693_MARKER: DD = SURVEY DISK
 ET0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0693+STABILITY: SURFACE MOTION
 ET0693
 ET0693  HISTORY     - Date     Condition        Report By
 ET0693  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0693  HISTORY     - 1948     GOOD             NGS
 ET0693  HISTORY     - 1955     GOOD             USGS
 ET0693  HISTORY     - 19870402 GOOD             USGS
 ET0693
 ET0693                          STATION DESCRIPTION
 ET0693
 ET0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0693'24.0 MI NE FROM PARKER.
 ET0693'IN MOHAVE COUNTY, ABOUT 24 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 ET0693'ABOUT 5.7 MILES NORTH ALONG THE YUCCA-PARKER ROAD FROM THE BRIDGE OVER
 ET0693'WILLIAMS RIVER, ABOUT 8.2 MILES SOUTH OF CASTONADA WELLS, AND ABOUT 25
 ET0693'FEET EAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 ET0693'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 ET0693
 ET0693                          STATION RECOVERY (1955)
 ET0693
 ET0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ET0693'RECOVERED IN GOOD CONDITION.
 ET0693
 ET0693                          STATION RECOVERY (1987)
 ET0693
 ET0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1267 ***********************************************************************
 CY1267  DESIGNATION -  22 RS
 CY1267  PID         -  CY1267
 CY1267  STATE/COUNTY-  AZ/GRAHAM
 CY1267  USGS QUAD   -  TANQUE (1966)
 CY1267
 CY1267                         *CURRENT SURVEY CONTROL
 CY1267  ___________________________________________________________________
 CY1267* NAD 83(1986)-  32 37 18.     (N)    109 35 58.     (W)     SCALED    
 CY1267* NAVD 88     -      1063.15   (+/-2cm)    3488.0    (feet)  VERTCON   
 CY1267  ___________________________________________________________________
 CY1267  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1267
 CY1267.The horizontal coordinates were scaled from a topographic map and have
 CY1267.an estimated accuracy of +/- 6 seconds.
 CY1267
 CY1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1267.The vertical order pertains to the NGVD 29 superseded value.
 CY1267
 CY1267.The geoid height was determined by GEOID03.
 CY1267
 CY1267;                    North         East    Units  Estimated Accuracy
 CY1267;SPC AZ E     -   179,940.      266,590.      MT  (+/- 180 meters Scaled)
 CY1267
 CY1267                          SUPERSEDED SURVEY CONTROL
 CY1267
 CY1267  NGVD 29 (??/??/92) 1062.46   (m)         3485.8    (f) COMPUTED    2 0
 CY1267
 CY1267.Superseded values are not recommended for survey control.
 CY1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1267.See file dsdata.txt to determine how the superseded data were derived.
 CY1267
 CY1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB313102(NAD 83)
 CY1267_MARKER: DB = BENCH MARK DISK
 CY1267_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1267_SP_SET: PREFAB CONC. POST IN EARTH
 CY1267_STAMPING: 22 RS 1941 3486
 CY1267_MARK LOGO: USGS  
 CY1267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1267+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1972
 CY1267
 CY1267  HISTORY     - Date     Condition        Report By
 CY1267  HISTORY     - 1941     MONUMENTED       USGS
 CY1267  HISTORY     - 19720303 GOOD             USGS
 CY1267
 CY1267                          STATION DESCRIPTION
 CY1267
 CY1267'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1267'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1267'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 5.8
 CY1267'MILES EAST ALONG A DIRT ROAD, AT A TRACK ROAD NORTHEAST, 100 FEET
 CY1267'NORTHEAST OF A JUNCTION, 68 FEET NORTH OF A MAIN ROAD, 39 FEET NORTH
 CY1267'AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF A THE TRACK ROAD, 24
 CY1267'FEET EAST OF THE BANK OF A WASH, 4 FEET SOUTH OF A WITNESS POST, IN A
 CY1267'CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0694 ***********************************************************************
 ET0694  DESIGNATION -  22 S
 ET0694  PID         -  ET0694
 ET0694  STATE/COUNTY-  AZ/MOHAVE
 ET0694  USGS QUAD   -  CASTANEDA HILLS (1990)
 ET0694
 ET0694                         *CURRENT SURVEY CONTROL
 ET0694  ___________________________________________________________________
 ET0694* NAD 83(1986)-  34 23 46.     (N)    113 54 25.     (W)     SCALED    
 ET0694* NAVD 88     -       488.08   (+/-2cm)    1601.3    (feet)  VERTCON   
 ET0694  ___________________________________________________________________
 ET0694  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 ET0694  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0694
 ET0694.The horizontal coordinates were scaled from a topographic map and have
 ET0694.an estimated accuracy of +/- 6 seconds.
 ET0694
 ET0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0694.The vertical order pertains to the NGVD 29 superseded value.
 ET0694
 ET0694.The geoid height was determined by GEOID03.
 ET0694
 ET0694;                    North         East    Units  Estimated Accuracy
 ET0694;SPC AZ W     -   376,610.      198,930.      MT  (+/- 180 meters Scaled)
 ET0694
 ET0694                          SUPERSEDED SURVEY CONTROL
 ET0694
 ET0694  NGVD 29 (??/??/92)  487.411  (m)         1599.11   (f) ADJ UNCH    1 2
 ET0694
 ET0694.Superseded values are not recommended for survey control.
 ET0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0694.See file dsdata.txt to determine how the superseded data were derived.
 ET0694
 ET0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD327099(NAD 83)
 ET0694_MARKER: DD = SURVEY DISK
 ET0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0694+STABILITY: SURFACE MOTION
 ET0694
 ET0694  HISTORY     - Date     Condition        Report By
 ET0694  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0694  HISTORY     - 1948     GOOD             NGS
 ET0694  HISTORY     - 19870402 GOOD             USGS
 ET0694
 ET0694                          STATION DESCRIPTION
 ET0694
 ET0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0694'26.5 MI NE FROM PARKER.
 ET0694'IN MOHAVE COUNTY, ABOUT 26-1/2 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 ET0694'ABOUT 10.7 MILES NORTH ALONG THE YUCCA-PARKER ROAD FROM THE BRIDGE
 ET0694'OVER WILLIAMS RIVER, ABOUT 3.0 MILES SOUTH OF CASTONADA WELLS, AND
 ET0694'ABOUT 25 FEET EAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF
 ET0694'SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 ET0694
 ET0694                          STATION RECOVERY (1987)
 ET0694
 ET0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0695 ***********************************************************************
 ET0695  DESIGNATION -  22 T
 ET0695  PID         -  ET0695
 ET0695  STATE/COUNTY-  AZ/MOHAVE
 ET0695  USGS QUAD   -  CASTANEDA HILLS (1990)
 ET0695
 ET0695                         *CURRENT SURVEY CONTROL
 ET0695  ___________________________________________________________________
 ET0695* NAD 83(1986)-  34 27 49.     (N)    113 54 35.     (W)     SCALED    
 ET0695* NAVD 88     -       587.33   (+/-2cm)    1926.9    (feet)  VERTCON   
 ET0695  ___________________________________________________________________
 ET0695  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ET0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0695
 ET0695.The horizontal coordinates were scaled from a topographic map and have
 ET0695.an estimated accuracy of +/- 6 seconds.
 ET0695
 ET0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0695.The vertical order pertains to the NGVD 29 superseded value.
 ET0695
 ET0695.The geoid height was determined by GEOID03.
 ET0695
 ET0695;                    North         East    Units  Estimated Accuracy
 ET0695;SPC AZ W     -   384,100.      198,690.      MT  (+/- 180 meters Scaled)
 ET0695
 ET0695                          SUPERSEDED SURVEY CONTROL
 ET0695
 ET0695  NGVD 29 (??/??/92)  586.640  (m)         1924.67   (f) ADJ UNCH    1 2
 ET0695
 ET0695.Superseded values are not recommended for survey control.
 ET0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0695.See file dsdata.txt to determine how the superseded data were derived.
 ET0695
 ET0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD327174(NAD 83)
 ET0695_MARKER: DD = SURVEY DISK
 ET0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0695+STABILITY: SURFACE MOTION
 ET0695
 ET0695  HISTORY     - Date     Condition        Report By
 ET0695  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0695  HISTORY     - 1948     GOOD             NGS
 ET0695  HISTORY     - 19870402 GOOD             USGS
 ET0695
 ET0695                          STATION DESCRIPTION
 ET0695
 ET0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0695'30.0 MI NE FROM PARKER.
 ET0695'IN MOHAVE COUNTY, ABOUT 30.0 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 ET0695'ABOUT 15.7 MILES NORTH ALONG THE YUCCA-PARKER ROAD FROM THE BRIDGE
 ET0695'OVER WILLIAMS RIVER, ABOUT 2.0 MILES NORTH OF CASTONADA WELLS, ABOUT
 ET0695'100 FEET WEST OF A LARGE WASH, AND ABOUT 20 FEET WEST OF THE ROAD.  A
 ET0695'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET
 ET0695'IN THE TOP OF A CONCRETE POST.
 ET0695
 ET0695                          STATION RECOVERY (1987)
 ET0695
 ET0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0750 ***********************************************************************
 ET0750  DESIGNATION -  22 U
 ET0750  PID         -  ET0750
 ET0750  STATE/COUNTY-  AZ/MOHAVE
 ET0750  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET0750
 ET0750                         *CURRENT SURVEY CONTROL
 ET0750  ___________________________________________________________________
 ET0750* NAD 83(1986)-  34 31 40.     (N)    113 53 13.     (W)     SCALED    
 ET0750* NAVD 88     -       710.03   (+/-2cm)    2329.5    (feet)  VERTCON   
 ET0750  ___________________________________________________________________
 ET0750  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ET0750  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0750
 ET0750.The horizontal coordinates were scaled from a topographic map and have
 ET0750.an estimated accuracy of +/- 6 seconds.
 ET0750
 ET0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0750.The vertical order pertains to the NGVD 29 superseded value.
 ET0750
 ET0750.The geoid height was determined by GEOID03.
 ET0750
 ET0750;                    North         East    Units  Estimated Accuracy
 ET0750;SPC AZ W     -   391,210.      200,790.      MT  (+/- 180 meters Scaled)
 ET0750
 ET0750                          SUPERSEDED SURVEY CONTROL
 ET0750
 ET0750  NGVD 29 (??/??/92)  709.312  (m)         2327.13   (f) ADJ UNCH    1 2
 ET0750
 ET0750.Superseded values are not recommended for survey control.
 ET0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0750.See file dsdata.txt to determine how the superseded data were derived.
 ET0750
 ET0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD350244(NAD 83)
 ET0750_MARKER: DD = SURVEY DISK
 ET0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0750+STABILITY: SURFACE MOTION
 ET0750
 ET0750  HISTORY     - Date     Condition        Report By
 ET0750  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0750  HISTORY     - 1934     GOOD             NGS
 ET0750
 ET0750                          STATION DESCRIPTION
 ET0750
 ET0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0750'28.5 MI SE FROM YUCCA.
 ET0750'ABOUT 28-1/2 MILES SOUTHEAST ALONG THE YUCCA-PARKER ROAD FROM YUCCA,
 ET0750'MOHAVE COUNTY, ABOUT 7 MILES NORTHEAST OF CASTONADA WELLS, ABOUT 4.8
 ET0750'MILES SOUTH OF THE JUNCTION OF THE SIGNAL MINE ROAD, AND ABOUT 15 FEET
 ET0750'SOUTHEAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 ET0750'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0751 ***********************************************************************
 ET0751  DESIGNATION -  22 V
 ET0751  PID         -  ET0751
 ET0751  STATE/COUNTY-  AZ/MOHAVE
 ET0751  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0751
 ET0751                         *CURRENT SURVEY CONTROL
 ET0751  ___________________________________________________________________
 ET0751* NAD 83(1986)-  34 34 31.     (N)    113 50 49.     (W)     SCALED    
 ET0751* NAVD 88     -       849.63   (+/-2cm)    2787.5    (feet)  VERTCON   
 ET0751  ___________________________________________________________________
 ET0751  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ET0751  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0751
 ET0751.The horizontal coordinates were scaled from a topographic map and have
 ET0751.an estimated accuracy of +/- 6 seconds.
 ET0751
 ET0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0751.The vertical order pertains to the NGVD 29 superseded value.
 ET0751
 ET0751.The geoid height was determined by GEOID03.
 ET0751
 ET0751;                    North         East    Units  Estimated Accuracy
 ET0751;SPC AZ W     -   396,480.      204,470.      MT  (+/- 180 meters Scaled)
 ET0751
 ET0751                          SUPERSEDED SURVEY CONTROL
 ET0751
 ET0751  NGVD 29 (??/??/92)  848.893  (m)         2785.08   (f) ADJ UNCH    1 2
 ET0751
 ET0751.Superseded values are not recommended for survey control.
 ET0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0751.See file dsdata.txt to determine how the superseded data were derived.
 ET0751
 ET0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD388296(NAD 83)
 ET0751_MARKER: DD = SURVEY DISK
 ET0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0751+STABILITY: SURFACE MOTION
 ET0751
 ET0751  HISTORY     - Date     Condition        Report By
 ET0751  HISTORY     - UNK      MONUMENTED       MWDSC
 ET0751  HISTORY     - 1934     GOOD             NGS
 ET0751  HISTORY     - 1955     GOOD             NGS
 ET0751
 ET0751                          STATION DESCRIPTION
 ET0751
 ET0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0751'27.0 MI SE FROM YUCCA.
 ET0751'ABOUT 27.0 MILES SOUTHEAST ALONG THE YUCCA-PARKER ROAD FROM YUCCA,
 ET0751'MOHAVE COUNTY, ABOUT 11.5 MILES NORTH OF CASTONADA WELLS, ABOUT 100
 ET0751'FEET SOUTH OF THE JUNCTION OF THE SIGNAL MINE ROAD, AND ABOUT 40 FEET
 ET0751'EAST OF THE ROAD.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 ET0751'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 ET0751
 ET0751                          STATION RECOVERY (1955)
 ET0751
 ET0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0175 ***********************************************************************
 ET0175  DESIGNATION -  2201+00
 ET0175  PID         -  ET0175
 ET0175  STATE/COUNTY-  AZ/YAVAPAI
 ET0175  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0175
 ET0175                         *CURRENT SURVEY CONTROL
 ET0175  ___________________________________________________________________
 ET0175* NAD 83(1986)-  34 03 45.     (N)    112 08 50.     (W)     SCALED    
 ET0175* NAVD 88     -       616.14   (+/-2cm)    2021.5    (feet)  VERTCON   
 ET0175  ___________________________________________________________________
 ET0175  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 ET0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0175
 ET0175.The horizontal coordinates were scaled from a topographic map and have
 ET0175.an estimated accuracy of +/- 6 seconds.
 ET0175
 ET0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0175.The vertical order pertains to the NGVD 29 superseded value.
 ET0175
 ET0175.The geoid height was determined by GEOID03.
 ET0175
 ET0175;                    North         East    Units  Estimated Accuracy
 ET0175;SPC AZ C     -   339,610.      192,080.      MT  (+/- 180 meters Scaled)
 ET0175
 ET0175                          SUPERSEDED SURVEY CONTROL
 ET0175
 ET0175  NGVD 29 (??/??/92)  615.521  (m)         2019.42   (f) ADJ UNCH    2 0
 ET0175
 ET0175.Superseded values are not recommended for survey control.
 ET0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0175.See file dsdata.txt to determine how the superseded data were derived.
 ET0175
 ET0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC941696(NAD 83)
 ET0175_MARKER: DD = SURVEY DISK
 ET0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0175_SP_SET: CATTLE GUARD
 ET0175_STAMPING: 2019.12 2201+00 1950
 ET0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0175
 ET0175  HISTORY     - Date     Condition        Report By
 ET0175  HISTORY     - 1950     MONUMENTED       AZDT
 ET0175  HISTORY     - 1952     GOOD             NGS
 ET0175  HISTORY     - 20080222 GOOD             GEOCAC
 ET0175
 ET0175                          STATION DESCRIPTION
 ET0175
 ET0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0175'1.0 MI N FROM ROCK SPRINGS.
 ET0175'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY (STATE HIGHWAY 69)
 ET0175'FROM THE GENERAL STORE AT ROCK SPRINGS, AT THE T JUNCTION OF THE SQUAW
 ET0175'ROAD WHICH LEADS EAST, IN TOP OF THE SOUTH CONCRETE HEADWALL OF A
 ET0175'CATTLE GUARD ON SQUAW CREEK ROAD, 96 FEET EAST OF THE CENTER LINE OF
 ET0175'THE HIGHWAY, 9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 ET0175'EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE
 ET0175'ROAD.
 ET0175
 ET0175                          STATION RECOVERY (2008)
 ET0175
 ET0175'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0175'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0175'THE DESCRIPTION - NEW BLACK CANYON HIGHWAY IS NOW CALLED SOUTH OLD
 ET0175'BLACK CANYON HIGHWAY, SQUAW ROAD IS NOW CALLED SOUTH PHYLLIS STREET
 ET0175'AND THE CATTLE GUARD IS NOW MACADAM. HANDHELD COORDINATES
 ET0175'34 03 45.1 (N)   112 08 50.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0093 ***********************************************************************
 EU0093  DESIGNATION -  2204.40
 EU0093  PID         -  EU0093
 EU0093  STATE/COUNTY-  AZ/MOHAVE
 EU0093  USGS QUAD   -  YUCCA NW (1970)
 EU0093
 EU0093                         *CURRENT SURVEY CONTROL
 EU0093  ___________________________________________________________________
 EU0093* NAD 83(1986)-  34 58 27.     (N)    114 08 28.     (W)     SCALED    
 EU0093* NAVD 88     -       672.565  (meters)    2206.57   (feet)  ADJUSTED  
 EU0093  ___________________________________________________________________
 EU0093  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 EU0093  DYNAMIC HT  -         671.807 (meters)    2204.09  (feet)  COMP
 EU0093  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 EU0093  OBS GRAVITY -     979,482.5   (mgal)                       GRAV_OBS
 EU0093
 EU0093  VERT ORDER  -  FIRST     CLASS II
 EU0093
 EU0093.The horizontal coordinates were scaled from a topographic map and have
 EU0093.an estimated accuracy of +/- 6 seconds.
 EU0093
 EU0093.The orthometric height was determined by differential leveling
 EU0093.and adjusted in June 1991.
 EU0093
 EU0093.The geoid height was determined by GEOID03.
 EU0093
 EU0093.The dynamic height is computed by dividing the NAVD 88
 EU0093.geopotential number by the normal gravity value computed on the
 EU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0093.degrees latitude (g = 980.6199 gals.).
 EU0093
 EU0093.The modeled gravity was interpolated from observed gravity values.
 EU0093.The observed gravity was obtained from relative gravimeter ties
 EU0093.to the IGSN71 gravity network.
 EU0093
 EU0093;                    North         East    Units  Estimated Accuracy
 EU0093;SPC AZ W     -   440,790.      177,650.      MT  (+/- 180 meters Scaled)
 EU0093
 EU0093                          SUPERSEDED SURVEY CONTROL
 EU0093
 EU0093  NGVD 29 (??/??/??)  671.833  (m)         2204.17   (f) ADJUSTED    1 2
 EU0093
 EU0093.Superseded values are not recommended for survey control.
 EU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0093.See file dsdata.txt to determine how the superseded data were derived.
 EU0093
 EU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609739(NAD 83)
 EU0093_MARKER: DD = SURVEY DISK
 EU0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0093_SP_SET: CULVERT
 EU0093_STAMPING: 2204.40 1734-55-25 1950
 EU0093_MARK LOGO: AZHD  
 EU0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0093
 EU0093  HISTORY     - Date     Condition        Report By
 EU0093  HISTORY     - 1950     MONUMENTED       AZHD
 EU0093  HISTORY     - 1961     GOOD             NGS
 EU0093  HISTORY     - 1981     GOOD             NGS
 EU0093
 EU0093                          STATION DESCRIPTION
 EU0093
 EU0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0093'7.6 MI NE FROM YUCCA.
 EU0093'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0093'THENCE 7.35 MILES NORTH ALONG U.S. HIGHWAY 66, SET IN TOP AND
 EU0093'APPROXIMATE CENTER OF THE EAST HEADWALL OF A 16 FOOT CONCRETE BOX
 EU0093'CULVERT, 25 FEET EAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 2
 EU0093'FEET BELOW THE LEVEL OF THE HIGHWAY.
 EU0093
 EU0093                          STATION RECOVERY (1981)
 EU0093
 EU0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0093'12.9 KM (8.0 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0093'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 EU0093'EAST HEADWALL OF A LARGE DOUBLE BOX CULVERT, 0.2 KM (0.1 MI) SOUTH
 EU0093'OF MILEPOST 33, 7.6 METERS (25 FT) EAST OF THE CENTERLINE OF THE EAST
 EU0093'LANES.
 EU0093'THE MARK IS 0.6 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0707 ***********************************************************************
 CZ0707  DESIGNATION -  2207.97
 CZ0707  PID         -  CZ0707
 CZ0707  STATE/COUNTY-  AZ/PIMA
 CZ0707  USGS QUAD   -  JAYNES (1992)
 CZ0707
 CZ0707                         *CURRENT SURVEY CONTROL
 CZ0707  ___________________________________________________________________
 CZ0707* NAD 83(1986)-  32 20 27.     (N)    111 06 17.     (W)     SCALED    
 CZ0707* NAVD 88     -       673.47   (+/-2cm)    2209.5    (feet)  VERTCON   
 CZ0707  ___________________________________________________________________
 CZ0707  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0707
 CZ0707.The horizontal coordinates were scaled from a topographic map and have
 CZ0707.an estimated accuracy of +/- 6 seconds.
 CZ0707
 CZ0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0707.The vertical order pertains to the NGVD 29 superseded value.
 CZ0707
 CZ0707.The geoid height was determined by GEOID03.
 CZ0707
 CZ0707;                    North         East    Units  Estimated Accuracy
 CZ0707;SPC AZ C     -   148,950.      289,790.      MT  (+/- 180 meters Scaled)
 CZ0707
 CZ0707                          SUPERSEDED SURVEY CONTROL
 CZ0707
 CZ0707  NGVD 29 (??/??/92)  672.817  (m)         2207.40   (f) ADJ UNCH    2 0
 CZ0707
 CZ0707.Superseded values are not recommended for survey control.
 CZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0707.See file dsdata.txt to determine how the superseded data were derived.
 CZ0707
 CZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA901782(NAD 83)
 CZ0707_MARKER: DD = SURVEY DISK
 CZ0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0707_SP_SET: CULVERT
 CZ0707_STAMPING: 14+75.02 2207.97 1948
 CZ0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0707
 CZ0707  HISTORY     - Date     Condition        Report By
 CZ0707  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0707  HISTORY     - 1951     GOOD             NGS
 CZ0707  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0707
 CZ0707                          STATION DESCRIPTION
 CZ0707
 CZ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0707'1.45 MI SW FROM CORTARO.
 CZ0707'1.45 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0707'CORTARO, IN THE TOP AND CENTER OF THE SOUTHEAST HEADWALL OF A 6 BY 8
 CZ0707'FEET CONCRETE BOX CULVERT, AND ABOUT 100 FEET SOUTHWEST OF A T
 CZ0707'JUNCTION OF CORTARO ROAD AND A GRAVEL ROAD LEADING SOUTHEAST TO
 CZ0707'H-TWO-O RANCH, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO
 CZ0707'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 CZ0707
 CZ0707                          STATION RECOVERY (1997)
 CZ0707
 CZ0707'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1452 ***********************************************************************
 CZ1452  DESIGNATION -  221
 CZ1452  PID         -  CZ1452
 CZ1452  STATE/COUNTY-  AZ/PINAL
 CZ1452  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1452
 CZ1452                         *CURRENT SURVEY CONTROL
 CZ1452  ___________________________________________________________________
 CZ1452* NAD 83(1986)-  32 38 11.     (N)    111 22 37.     (W)     SCALED    
 CZ1452* NAVD 88     -       549.063  (meters)    1801.38   (feet)  ADJUSTED  
 CZ1452  ___________________________________________________________________
 CZ1452  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CZ1452  DYNAMIC HT  -         548.363 (meters)    1799.09  (feet)  COMP
 CZ1452  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 CZ1452
 CZ1452  VERT ORDER  -  FIRST     CLASS II
 CZ1452
 CZ1452.The horizontal coordinates were scaled from a topographic map and have
 CZ1452.an estimated accuracy of +/- 6 seconds.
 CZ1452
 CZ1452.The orthometric height was determined by differential leveling
 CZ1452.and adjusted in June 1991.
 CZ1452
 CZ1452.The geoid height was determined by GEOID03.
 CZ1452
 CZ1452.The dynamic height is computed by dividing the NAVD 88
 CZ1452.geopotential number by the normal gravity value computed on the
 CZ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1452.degrees latitude (g = 980.6199 gals.).
 CZ1452
 CZ1452.The modeled gravity was interpolated from observed gravity values.
 CZ1452
 CZ1452;                    North         East    Units  Estimated Accuracy
 CZ1452;SPC AZ C     -   181,560.      264,000.      MT  (+/- 180 meters Scaled)
 CZ1452
 CZ1452                          SUPERSEDED SURVEY CONTROL
 CZ1452
 CZ1452.No superseded survey control is available for this station.
 CZ1452
 CZ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB646110(NAD 83)
 CZ1452_MARKER: DB = BENCH MARK DISK
 CZ1452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1452_SP_SET: HEADWALL
 CZ1452_STAMPING: 221
 CZ1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1452+STABILITY: SURFACE MOTION
 CZ1452
 CZ1452  HISTORY     - Date     Condition        Report By
 CZ1452  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1452  HISTORY     - 1980     GOOD             NGS
 CZ1452
 CZ1452                          STATION DESCRIPTION
 CZ1452
 CZ1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1452'60.4 KM NW FROM TUCSON.
 CZ1452'60.4 KILOMETERS (37.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1452'RAILROAD FROM THE STATION AT TUCSON, SET IN TOP OF THE NORTHEAST
 CZ1452'HEADWALL OF A DOUBLE BOX CULVERT UNDER INTERSTATE 10, 63.9 METERS
 CZ1452'SOUTHWEST RAIL, 91.2 METERS (299 FEET) SOUTHEAST OF HIGHWAY MILE POST
 CZ1452'221, 12.9 METERS (42.5 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ1452'WESTBOUND TRAFFIC LANES OF INTERSTATE 10 AND 2.15 METERS (7.0 FEET)
 CZ1452'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ1452'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0080 ***********************************************************************
 FS0080  DESIGNATION -  2217.77
 FS0080  PID         -  FS0080
 FS0080  STATE/COUNTY-  AZ/MOHAVE
 FS0080  USGS QUAD   -  MOUNT WILSON (1989)
 FS0080
 FS0080                         *CURRENT SURVEY CONTROL
 FS0080  ___________________________________________________________________
 FS0080* NAD 83(1986)-  35 54 10.     (N)    114 36 54.     (W)     SCALED    
 FS0080* NAVD 88     -       676.000  (meters)    2217.84   (feet)  POSTED    
 FS0080  ___________________________________________________________________
 FS0080  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0080  DYNAMIC HT  -         675.310 (meters)    2215.58  (feet)  COMP
 FS0080  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 FS0080
 FS0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0080
 FS0080.The horizontal coordinates were scaled from a topographic map and have
 FS0080.an estimated accuracy of +/- 6 seconds.
 FS0080
 FS0080.The orthometric height was determined by differential leveling
 FS0080.and adjusted by the  in 1992.
 FS0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0080.rate of 0.0 thru 1.0 mm/km.
 FS0080
 FS0080.The geoid height was determined by GEOID03.
 FS0080
 FS0080.The dynamic height is computed by dividing the NAVD 88
 FS0080.geopotential number by the normal gravity value computed on the
 FS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0080.degrees latitude (g = 980.6199 gals.).
 FS0080
 FS0080.The modeled gravity was interpolated from observed gravity values.
 FS0080
 FS0080;                    North         East    Units  Estimated Accuracy
 FS0080;SPC AZ W     -   544,090.      135,280.      MT  (+/- 180 meters Scaled)
 FS0080
 FS0080                          SUPERSEDED SURVEY CONTROL
 FS0080
 FS0080  NGVD 29 (??/??/92)  675.293  (m)         2215.52   (f) ADJ UNCH    1 1
 FS0080
 FS0080.Superseded values are not recommended for survey control.
 FS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0080.See file dsdata.txt to determine how the superseded data were derived.
 FS0080
 FS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV152757(NAD 83)
 FS0080_MARKER: P = PIPE CAP
 FS0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0080_STAMPING: 2217.77 2524+8626 1935
 FS0080_MARK LOGO: BPR   
 FS0080_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0080
 FS0080  HISTORY     - Date     Condition        Report By
 FS0080  HISTORY     - 1935     MONUMENTED       BPR
 FS0080  HISTORY     - 1950     GOOD             NGS
 FS0080  HISTORY     - 1963     GOOD             NGS
 FS0080  HISTORY     - 1981     GOOD             NGS
 FS0080  HISTORY     - 19870519 GOOD             USPSQD
 FS0080
 FS0080                          STATION DESCRIPTION
 FS0080
 FS0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0080'11.6 MI SE FROM HOOVER DAM.
 FS0080'11.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0080'(ARIZONA) END OF HOOVER DAM, ON THE SOUTHEAST SLOPE OF A HILL,
 FS0080'117.6 FEET NORTHWEST OF B. M. G 135, 50.6 FEET NORTHEAST OF THE
 FS0080'CENTER LINE OF THE HIGHWAY, 40 FEET NORTHEAST OF THE NORTHWEST
 FS0080'END OF A GUARD RAIL, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND
 FS0080'RIVETED ON THE TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE PROJECTING
 FS0080'0.4 FOOT ABOVE THE GROUND.
 FS0080
 FS0080                          STATION RECOVERY (1963)
 FS0080
 FS0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0080'RECOVERED IN GOOD CONDITION.
 FS0080
 FS0080                          STATION RECOVERY (1981)
 FS0080
 FS0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0080'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0080'OF HOOVER DAM, THENCE 2.15 KM (1.35 MI) SOUTHEAST ALONG THE OLD
 FS0080'HIGHWAY, ON THE SOUTHEAST SLOPE OF A HILL, 35.8 METERS (117.6 FT)
 FS0080'NORTHWEST OF BENCH MARK -G 135-, 15.4 METERS (50.6 FT) NORTHEAST OF
 FS0080'THE CENTER OF THE OLD HIGHWAY.
 FS0080'THE MARK IS 1.2 M ABOVE THE OLD HIGHWAY.
 FS0080
 FS0080                          STATION RECOVERY (1987)
 FS0080
 FS0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0082 ***********************************************************************
 FS0082  DESIGNATION -  2218.05
 FS0082  PID         -  FS0082
 FS0082  STATE/COUNTY-  AZ/MOHAVE
 FS0082  USGS QUAD   -  MOUNT WILSON (1989)
 FS0082
 FS0082                         *CURRENT SURVEY CONTROL
 FS0082  ___________________________________________________________________
 FS0082* NAD 83(1986)-  35 53 18.     (N)    114 36 25.     (W)     SCALED    
 FS0082* NAVD 88     -       676.113  (meters)    2218.21   (feet)  POSTED    
 FS0082  ___________________________________________________________________
 FS0082  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS0082  DYNAMIC HT  -         675.420 (meters)    2215.94  (feet)  COMP
 FS0082  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 FS0082
 FS0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0082
 FS0082.The horizontal coordinates were scaled from a topographic map and have
 FS0082.an estimated accuracy of +/- 6 seconds.
 FS0082
 FS0082.The orthometric height was determined by differential leveling
 FS0082.and adjusted by the  in 1992.
 FS0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0082.rate of 0.0 thru 1.0 mm/km.
 FS0082
 FS0082.The geoid height was determined by GEOID03.
 FS0082
 FS0082.The dynamic height is computed by dividing the NAVD 88
 FS0082.geopotential number by the normal gravity value computed on the
 FS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0082.degrees latitude (g = 980.6199 gals.).
 FS0082
 FS0082.The modeled gravity was interpolated from observed gravity values.
 FS0082
 FS0082;                    North         East    Units  Estimated Accuracy
 FS0082;SPC AZ W     -   542,480.      135,990.      MT  (+/- 180 meters Scaled)
 FS0082
 FS0082                          SUPERSEDED SURVEY CONTROL
 FS0082
 FS0082  NGVD 29 (??/??/92)  675.410  (m)         2215.91   (f) ADJ UNCH    1 1
 FS0082
 FS0082.Superseded values are not recommended for survey control.
 FS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0082.See file dsdata.txt to determine how the superseded data were derived.
 FS0082
 FS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV160742(NAD 83)
 FS0082_MARKER: DD = SURVEY DISK
 FS0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0082_SP_SET: CULVERT
 FS0082_STAMPING: 2218.05
 FS0082_MARK LOGO: BPR   
 FS0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0082
 FS0082  HISTORY     - Date     Condition        Report By
 FS0082  HISTORY     - UNK      MONUMENTED       BPR
 FS0082  HISTORY     - 1950     GOOD             NGS
 FS0082  HISTORY     - 1963     GOOD             NGS
 FS0082  HISTORY     - 1981     GOOD             NGS
 FS0082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FS0082
 FS0082                          STATION DESCRIPTION
 FS0082
 FS0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0082'12.8 MI SE FROM HOOVER DAM.
 FS0082'12.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0082'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTHWEST OF MILEPOST 13,
 FS0082'AT A 24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 FS0082'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 13.3 FEET
 FS0082'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 FS0082'WITH THE HIGHWAY.
 FS0082
 FS0082                          STATION RECOVERY (1963)
 FS0082
 FS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0082'RECOVERED IN GOOD CONDITION.
 FS0082
 FS0082                          STATION RECOVERY (1981)
 FS0082
 FS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0082'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0082'OF HOOVER DAM, THENCE 4.1 KM (2.55 MI) SOUTHEAST ALONG THE OLD
 FS0082'HIGHWAY, IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 FS0082'24-INCH CORRUGATED METAL PIPE CULVERT, 4.1 METERS (13.3 FT) NORTHEAST
 FS0082'OF THE CENTER OF THE OLD HIGHWAY.
 FS0082'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0082
 FS0082                          STATION RECOVERY (1987)
 FS0082
 FS0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0083 ***********************************************************************
 FS0083  DESIGNATION -  2218.61
 FS0083  PID         -  FS0083
 FS0083  STATE/COUNTY-  AZ/MOHAVE
 FS0083  USGS QUAD   -  MOUNT WILSON (1989)
 FS0083
 FS0083                         *CURRENT SURVEY CONTROL
 FS0083  ___________________________________________________________________
 FS0083* NAD 83(1986)-  35 53 12.     (N)    114 36 18.     (W)     SCALED    
 FS0083* NAVD 88     -       676.261  (meters)    2218.70   (feet)  POSTED    
 FS0083  ___________________________________________________________________
 FS0083  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS0083  DYNAMIC HT  -         675.570 (meters)    2216.43  (feet)  COMP
 FS0083  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 FS0083
 FS0083  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0083
 FS0083.The horizontal coordinates were scaled from a topographic map and have
 FS0083.an estimated accuracy of +/- 6 seconds.
 FS0083
 FS0083.The orthometric height was determined by differential leveling
 FS0083.and adjusted by the  in 1992.
 FS0083.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0083.rate of 0.0 thru 1.0 mm/km.
 FS0083
 FS0083.The geoid height was determined by GEOID03.
 FS0083
 FS0083.The dynamic height is computed by dividing the NAVD 88
 FS0083.geopotential number by the normal gravity value computed on the
 FS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0083.degrees latitude (g = 980.6199 gals.).
 FS0083
 FS0083.The modeled gravity was interpolated from observed gravity values.
 FS0083
 FS0083;                    North         East    Units  Estimated Accuracy
 FS0083;SPC AZ W     -   542,300.      136,160.      MT  (+/- 180 meters Scaled)
 FS0083
 FS0083                          SUPERSEDED SURVEY CONTROL
 FS0083
 FS0083  NGVD 29 (??/??/92)  675.56   (m)         2216.4    (f) COMPUTED    1 1
 FS0083
 FS0083.Superseded values are not recommended for survey control.
 FS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0083.See file dsdata.txt to determine how the superseded data were derived.
 FS0083
 FS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV161740(NAD 83)
 FS0083_MARKER: DD = SURVEY DISK
 FS0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0083_SP_SET: CULVERT
 FS0083_STAMPING: 2218.61
 FS0083_MARK LOGO: BPR   
 FS0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0083
 FS0083  HISTORY     - Date     Condition        Report By
 FS0083  HISTORY     - UNK      MONUMENTED       BPR
 FS0083  HISTORY     - 1950     GOOD             NGS
 FS0083  HISTORY     - 1963     GOOD             NGS
 FS0083  HISTORY     - 1981     GOOD             NGS
 FS0083  HISTORY     - 19870519 GOOD             USPSQD
 FS0083
 FS0083                          STATION DESCRIPTION
 FS0083
 FS0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0083'12.9 MI SE FROM HOOVER DAM.
 FS0083'12.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0083'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTHWEST OF MILEPOST 13,
 FS0083'AT A 30-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 FS0083'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 19.5 FEET
 FS0083'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 FS0083'LOWER THAN THE HIGHWAY.
 FS0083
 FS0083                          STATION RECOVERY (1963)
 FS0083
 FS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0083'RECOVERED IN GOOD CONDITION.
 FS0083
 FS0083                          STATION RECOVERY (1981)
 FS0083
 FS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0083'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0083'OF HOOVER DAM, THENCE 4.25 KM (2.65 MI) SOUTHEAST ALONG THE OLD
 FS0083'HIGHWAY, IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 FS0083'30-INCH CORRUGATED METAL PIPE CULVERT, 5.9 METERS (19.5 FT) NORTHEAST
 FS0083'OG THE CENTER OF THE OLD HIGHWAY.
 FS0083'THE MARK IS 1 M BELOW THE OLD HIGHWAY.
 FS0083
 FS0083                          STATION RECOVERY (1987)
 FS0083
 FS0083'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1451 ***********************************************************************
 CZ1451  DESIGNATION -  222
 CZ1451  PID         -  CZ1451
 CZ1451  STATE/COUNTY-  AZ/PINAL
 CZ1451  USGS QUAD   -  RED ROCK (1993)
 CZ1451
 CZ1451                         *CURRENT SURVEY CONTROL
 CZ1451  ___________________________________________________________________
 CZ1451* NAD 83(1986)-  32 37 26.     (N)    111 21 49.     (W)     SCALED    
 CZ1451* NAVD 88     -       551.513  (meters)    1809.42   (feet)  ADJUSTED  
 CZ1451  ___________________________________________________________________
 CZ1451  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ1451  DYNAMIC HT  -         550.809 (meters)    1807.11  (feet)  COMP
 CZ1451  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 CZ1451
 CZ1451  VERT ORDER  -  FIRST     CLASS II
 CZ1451
 CZ1451.The horizontal coordinates were scaled from a topographic map and have
 CZ1451.an estimated accuracy of +/- 6 seconds.
 CZ1451
 CZ1451.The orthometric height was determined by differential leveling
 CZ1451.and adjusted in June 1991.
 CZ1451
 CZ1451.The geoid height was determined by GEOID03.
 CZ1451
 CZ1451.The dynamic height is computed by dividing the NAVD 88
 CZ1451.geopotential number by the normal gravity value computed on the
 CZ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1451.degrees latitude (g = 980.6199 gals.).
 CZ1451
 CZ1451.The modeled gravity was interpolated from observed gravity values.
 CZ1451
 CZ1451;                    North         East    Units  Estimated Accuracy
 CZ1451;SPC AZ C     -   180,180.      265,260.      MT  (+/- 180 meters Scaled)
 CZ1451
 CZ1451                          SUPERSEDED SURVEY CONTROL
 CZ1451
 CZ1451.No superseded survey control is available for this station.
 CZ1451
 CZ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB658096(NAD 83)
 CZ1451_MARKER: DB = BENCH MARK DISK
 CZ1451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1451_SP_SET: HEADWALL
 CZ1451_STAMPING: 222
 CZ1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1451+STABILITY: SURFACE MOTION
 CZ1451
 CZ1451  HISTORY     - Date     Condition        Report By
 CZ1451  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1451  HISTORY     - 1980     GOOD             NGS
 CZ1451
 CZ1451                          STATION DESCRIPTION
 CZ1451
 CZ1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1451'58.6 KM NW FROM TUCSON.
 CZ1451'58.6 KILOMETERS (36.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1451'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ1451'SOUTHEAST OF HIGHWAY MILE POST 222, SET IN THE TOP CENTER OF THE
 CZ1451'NORTHEAST HEADWALL OF A THREE-CHANNEL CULVERT UNDER INTERSTATE HIGHWAY
 CZ1451'10, 59.8 METERS (196 FEET) SOUTHWEST OF AND ACROSS THE FRONTAGE ROAD
 CZ1451'FROM THE SOUTHWEST RAIL OF THE TRACKS AT THE CENTER OF RAILROAD
 CZ1451'BRIDGE 947.35, 13.1 METERS (43 FEET) NORTHEAST OF THE CENTERLINE OF
 CZ1451'THE WESTBOUND LANES OF INTERSTATE 10 AND 5.3 METERS (17.4 FEET)
 CZ1451'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ1451'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0176 ***********************************************************************
 ET0176  DESIGNATION -  2228+22
 ET0176  PID         -  ET0176
 ET0176  STATE/COUNTY-  AZ/YAVAPAI
 ET0176  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0176
 ET0176                         *CURRENT SURVEY CONTROL
 ET0176  ___________________________________________________________________
 ET0176* NAD 83(1986)-  34 04 08.     (N)    112 09 07.     (W)     SCALED    
 ET0176* NAVD 88     -       602.16   (+/-2cm)    1975.6    (feet)  VERTCON   
 ET0176  ___________________________________________________________________
 ET0176  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 ET0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0176
 ET0176.The horizontal coordinates were scaled from a topographic map and have
 ET0176.an estimated accuracy of +/- 6 seconds.
 ET0176
 ET0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0176.The vertical order pertains to the NGVD 29 superseded value.
 ET0176
 ET0176.The geoid height was determined by GEOID03.
 ET0176
 ET0176;                    North         East    Units  Estimated Accuracy
 ET0176;SPC AZ C     -   340,320.      191,640.      MT  (+/- 180 meters Scaled)
 ET0176
 ET0176                          SUPERSEDED SURVEY CONTROL
 ET0176
 ET0176  NGVD 29 (??/??/92)  601.541  (m)         1973.56   (f) ADJ UNCH    2 0
 ET0176
 ET0176.Superseded values are not recommended for survey control.
 ET0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0176.See file dsdata.txt to determine how the superseded data were derived.
 ET0176
 ET0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937703(NAD 83)
 ET0176_MARKER: DD = SURVEY DISK
 ET0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0176_SP_SET: CURB
 ET0176_STAMPING: 1973.26 2228+22 1950
 ET0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0176+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 ET0176
 ET0176  HISTORY     - Date     Condition        Report By
 ET0176  HISTORY     - 1950     MONUMENTED       AZDT
 ET0176  HISTORY     - 1952     GOOD             NGS
 ET0176  HISTORY     - 1958     GOOD             NGS
 ET0176  HISTORY     - 20070113 GOOD             USPSQD
 ET0176  HISTORY     - 20080222 GOOD             GEOCAC
 ET0176
 ET0176                          STATION DESCRIPTION
 ET0176
 ET0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0176'1.5 MI N FROM ROCK SPRINGS.
 ET0176'1.5 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0176'STORE AT ROCK SPRINGS, 0.5 MILE NORTH OF THE JUNCTION OF SQUAW CREEK
 ET0176'ROAD, AT THE CONCRETE BRIDGE OVER AUGA FRIA RIVER, IN TOP OF THE SOUTH
 ET0176'END OF THE WEST CONCRETE CURBING, 16 FEET WEST OF THE CENTER LINE OF
 ET0176'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND 0.8 FOOT NORTH OF THE
 ET0176'SOUTH END OF THE CURBING.  NOTE-- (1.0 MI N OF ROCK SPRINGS TO 2.0 MI.
 ET0176'E OF DUGAS).
 ET0176
 ET0176                          STATION RECOVERY (1958)
 ET0176
 ET0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0176'RECOVERED IN GOOD CONDITION.
 ET0176
 ET0176                          STATION RECOVERY (2007)
 ET0176
 ET0176'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0176'RECOVERED AS DESCRIBED
 ET0176
 ET0176                          STATION RECOVERY (2008)
 ET0176
 ET0176'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0176'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0176'THE DESCRIPTION - NEW BLACK CANYON HIGHWAY IS NOW CALLED SOUTH OLD
 ET0176'BLACK CANYON HIGHWAY. HANDHELD COORDINATES
 ET0176'34 04 08.2 (N)   112 09 06.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1449 ***********************************************************************
 CZ1449  DESIGNATION -  223
 CZ1449  PID         -  CZ1449
 CZ1449  STATE/COUNTY-  AZ/PINAL
 CZ1449  USGS QUAD   -  RED ROCK (1993)
 CZ1449
 CZ1449                         *CURRENT SURVEY CONTROL
 CZ1449  ___________________________________________________________________
 CZ1449* NAD 83(1986)-  32 36 12.     (N)    111 20 52.     (W)     SCALED    
 CZ1449* NAVD 88     -       558.660  (meters)    1832.87   (feet)  ADJUSTED  
 CZ1449  ___________________________________________________________________
 CZ1449  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ1449  DYNAMIC HT  -         557.942 (meters)    1830.51  (feet)  COMP
 CZ1449  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 CZ1449
 CZ1449  VERT ORDER  -  FIRST     CLASS II
 CZ1449
 CZ1449.The horizontal coordinates were scaled from a topographic map and have
 CZ1449.an estimated accuracy of +/- 6 seconds.
 CZ1449
 CZ1449.The orthometric height was determined by differential leveling
 CZ1449.and adjusted in June 1991.
 CZ1449
 CZ1449.The geoid height was determined by GEOID03.
 CZ1449
 CZ1449.The dynamic height is computed by dividing the NAVD 88
 CZ1449.geopotential number by the normal gravity value computed on the
 CZ1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1449.degrees latitude (g = 980.6199 gals.).
 CZ1449
 CZ1449.The modeled gravity was interpolated from observed gravity values.
 CZ1449
 CZ1449;                    North         East    Units  Estimated Accuracy
 CZ1449;SPC AZ C     -   177,910.      266,760.      MT  (+/- 180 meters Scaled)
 CZ1449
 CZ1449                          SUPERSEDED SURVEY CONTROL
 CZ1449
 CZ1449.No superseded survey control is available for this station.
 CZ1449
 CZ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB673073(NAD 83)
 CZ1449_MARKER: DB = BENCH MARK DISK
 CZ1449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1449_SP_SET: HEADWALL
 CZ1449_STAMPING: 223
 CZ1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1449+STABILITY: SURFACE MOTION
 CZ1449
 CZ1449  HISTORY     - Date     Condition        Report By
 CZ1449  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1449  HISTORY     - 1980     GOOD             NGS
 CZ1449
 CZ1449                          STATION DESCRIPTION
 CZ1449
 CZ1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1449'55.9 KM NW FROM TUCSON.
 CZ1449'55.9 KILOMETERS (34.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1449'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ1449'NORTHWEST OF HIGHWAY MILE POST 224, SET IN TOP OF THE NORTHEAST
 CZ1449'HEADWALL OF A 4-CHANNEL CULVERT UNDER INTERSTATE HIGHWAY 10, 60.1
 CZ1449'METERS (197 FEET) SOUTHWEST OF AND ACROSS THE FRONTAGE ROAD FROM THE
 CZ1449'SOUTHWEST RAIL AT THE CENTER OF RAILROAD BRIDGE 949.28, 12.8 METERS
 CZ1449'(42.0 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 CZ1449'INTERSTATE 10 AND 6.8 METERS (22.3 FEET) NORTHWEST OF THE SOUTHEAST
 CZ1449'END OF THE HEADWALL.
 CZ1449'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0412 ***********************************************************************
 CY0412  DESIGNATION -  2235+97.9
 CY0412  PID         -  CY0412
 CY0412  STATE/COUNTY-  AZ/COCHISE
 CY0412  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0412
 CY0412                         *CURRENT SURVEY CONTROL
 CY0412  ___________________________________________________________________
 CY0412* NAD 83(1986)-  32 17 16.     (N)    109 48 26.     (W)     SCALED    
 CY0412* NAVD 88     -      1279.647  (meters)    4198.31   (feet)  ADJUSTED  
 CY0412  ___________________________________________________________________
 CY0412  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0412  DYNAMIC HT  -        1277.736 (meters)    4192.04  (feet)  COMP
 CY0412  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 CY0412
 CY0412  VERT ORDER  -  FIRST     CLASS II
 CY0412
 CY0412.The horizontal coordinates were scaled from a topographic map and have
 CY0412.an estimated accuracy of +/- 6 seconds.
 CY0412
 CY0412.The orthometric height was determined by differential leveling
 CY0412.and adjusted in June 1991.
 CY0412
 CY0412.The geoid height was determined by GEOID03.
 CY0412
 CY0412.The dynamic height is computed by dividing the NAVD 88
 CY0412.geopotential number by the normal gravity value computed on the
 CY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0412.degrees latitude (g = 980.6199 gals.).
 CY0412
 CY0412.The modeled gravity was interpolated from observed gravity values.
 CY0412
 CY0412;                    North         East    Units  Estimated Accuracy
 CY0412;SPC AZ E     -   142,830.      247,220.      MT  (+/- 180 meters Scaled)
 CY0412
 CY0412                          SUPERSEDED SURVEY CONTROL
 CY0412
 CY0412  NGVD 29 (??/??/92) 1278.977  (m)         4196.11   (f) ADJ UNCH    1 2
 CY0412
 CY0412.Superseded values are not recommended for survey control.
 CY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0412.See file dsdata.txt to determine how the superseded data were derived.
 CY0412
 CY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA123729(NAD 83)
 CY0412_MARKER: DD = SURVEY DISK
 CY0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0412_SP_SET: CULVERT
 CY0412_STAMPING: 4196.45 2235+97.9 1938
 CY0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0412
 CY0412  HISTORY     - Date     Condition        Report By
 CY0412  HISTORY     - 1938     MONUMENTED       AZHD
 CY0412  HISTORY     - 1952     GOOD             NGS
 CY0412  HISTORY     - 1979     GOOD             NGS
 CY0412
 CY0412                          STATION DESCRIPTION
 CY0412
 CY0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0412'2.7 MI NE FROM WILLCOX.
 CY0412'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0412'WILLCOX, SET IN TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL
 CY0412'OF A CULVERT OVER A DRY WASH, 0.1 MILE SOUTHWEST OF HIGHWAY MILEPOST
 CY0412'NUMBER 331, 270.0 FEET EAST ACROSS THE HIGHWAY FROM THE NORTHEAST
 CY0412'CORNER OF THE SHADY CAFE, 20.0 FEET SOUTHEAST OF THE CENTER LINE OF
 CY0412'THE HIGHWAY, 16.3 FEET NORTHEAST OF A CULVERT SAFETY POST, 10.2 FEET
 CY0412'SOUTHWEST OF THE NORTHEAST END OF THE CULVERT, 0.5 FOOT HIGHER THAN
 CY0412'THE HIGHWAY.
 CY0412
 CY0412                          STATION RECOVERY (1979)
 CY0412
 CY0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0412'4.6 KILOMETERS (2.9 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0412'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0412'MILE) SOUTHWEST OF MILE POST 343, SET IN THE TOP CENTER OF THE
 CY0412'SOUTHEAST HEADWALL FOR A DOUBLE BOX CULVERT, 6.2 METERS (20.4 FEET)
 CY0412'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 82.3 METERS (270
 CY0412'FEET) EAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE
 CY0412'SILVER BULLET RESTAURANT AND LOUNGE.
 CY0412'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0168 ***********************************************************************
 DB0168  DESIGNATION -  224.158
 DB0168  PID         -  DB0168
 DB0168  STATE/COUNTY-  AZ/YUMA
 DB0168  USGS QUAD   -  LIGURTA (1965)
 DB0168
 DB0168                         *CURRENT SURVEY CONTROL
 DB0168  ___________________________________________________________________
 DB0168* NAD 83(1986)-  32 40 13.     (N)    114 16 15.     (W)     SCALED    
 DB0168* NAVD 88     -        68.95   (+/-2cm)     226.2    (feet)  VERTCON   
 DB0168  ___________________________________________________________________
 DB0168  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB0168  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0168
 DB0168.The horizontal coordinates were scaled from a topographic map and have
 DB0168.an estimated accuracy of +/- 6 seconds.
 DB0168
 DB0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0168.The vertical order pertains to the NGVD 29 superseded value.
 DB0168
 DB0168.The geoid height was determined by GEOID03.
 DB0168
 DB0168;                    North         East    Units  Estimated Accuracy
 DB0168;SPC AZ W     -   185,320.      164,510.      MT  (+/- 180 meters Scaled)
 DB0168
 DB0168                          SUPERSEDED SURVEY CONTROL
 DB0168
 DB0168  NGVD 29 (??/??/??)   68.307  (m)          224.10   (f) ADJUSTED    1 2
 DB0168
 DB0168.Superseded values are not recommended for survey control.
 DB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0168.See file dsdata.txt to determine how the superseded data were derived.
 DB0168
 DB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS559180(NAD 83)
 DB0168_MARKER: DD = SURVEY DISK
 DB0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0168_STAMPING: 224.158 1949
 DB0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0168+STABILITY: SURFACE MOTION
 DB0168
 DB0168  HISTORY     - Date     Condition        Report By
 DB0168  HISTORY     - 1949     MONUMENTED       BOR
 DB0168  HISTORY     - 1960     GOOD             NGS
 DB0168  HISTORY     - 1981     POOR             NGS
 DB0168  HISTORY     - 1981     POOR             NGS
 DB0168  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DB0168
 DB0168                          STATION DESCRIPTION
 DB0168
 DB0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0168'1.6 MI E FROM LIGURTA.
 DB0168'1.4 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA TO A BRIDGE OVER
 DB0168'A CANAL, THENCE 0.15 MILE SOUTHEAST ON DIRT ROAD, 28 FEET SOUTH
 DB0168'OF THE CENTERLINE OF THE ROAD, 6 INCHES WEST OF A WHITE WOODEN
 DB0168'WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5
 DB0168'INCHES.
 DB0168
 DB0168                          STATION RECOVERY (1981)
 DB0168
 DB0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0168'MARK RECOVERED IN POOR CONDITION.
 DB0168
 DB0168                          STATION RECOVERY (1981)
 DB0168
 DB0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0168'MARK RECOVERED IN POOR CONDITION.
 DB0168
 DB0168                          STATION RECOVERY (1990)
 DB0168
 DB0168'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0301 ***********************************************************************
 DA0301  DESIGNATION -  2245.6
 DA0301  PID         -  DA0301
 DA0301  STATE/COUNTY-  AZ/PIMA
 DA0301  USGS QUAD   -  VENTANA (1990)
 DA0301
 DA0301                         *CURRENT SURVEY CONTROL
 DA0301  ___________________________________________________________________
 DA0301* NAD 83(1986)-  32 28 33.     (N)    112 10 45.     (W)     SCALED    
 DA0301* NAVD 88     -       685.13   (+/-2cm)    2247.8    (feet)  VERTCON   
 DA0301  ___________________________________________________________________
 DA0301  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0301
 DA0301.The horizontal coordinates were scaled from a topographic map and have
 DA0301.an estimated accuracy of +/- 6 seconds.
 DA0301
 DA0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0301.The vertical order pertains to the NGVD 29 superseded value.
 DA0301
 DA0301.The geoid height was determined by GEOID03.
 DA0301
 DA0301;                    North         East    Units  Estimated Accuracy
 DA0301;SPC AZ C     -   163,660.      188,690.      MT  (+/- 180 meters Scaled)
 DA0301
 DA0301                          SUPERSEDED SURVEY CONTROL
 DA0301
 DA0301  NGVD 29 (??/??/92)  684.442  (m)         2245.54   (f) ADJ UNCH    2 0
 DA0301
 DA0301.Superseded values are not recommended for survey control.
 DA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0301.See file dsdata.txt to determine how the superseded data were derived.
 DA0301
 DA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA891937(NAD 83)
 DA0301_MARKER: B = BOLT
 DA0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0301+STABILITY: SURFACE MOTION
 DA0301
 DA0301  HISTORY     - Date     Condition        Report By
 DA0301  HISTORY     - UNK      MONUMENTED       USGS
 DA0301  HISTORY     - 1952     GOOD             NGS
 DA0301
 DA0301                          STATION DESCRIPTION
 DA0301
 DA0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0301'13.9 MI SW FROM QUAJOTE.
 DA0301'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0301'VILLAGE OF QUAJOTE, THENCE 11.3 MILES SOUTHWEST ALONG A GRADED ROAD ON
 DA0301'TOP OF A STEEP RIDGE, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD
 DA0301'AND AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0301'ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0413 ***********************************************************************
 CY0413  DESIGNATION -  2246+00
 CY0413  PID         -  CY0413
 CY0413  STATE/COUNTY-  AZ/COCHISE
 CY0413  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0413
 CY0413                         *CURRENT SURVEY CONTROL
 CY0413  ___________________________________________________________________
 CY0413* NAD 83(1986)-  32 17 26.     (N)    109 48 22.     (W)     SCALED    
 CY0413* NAVD 88     -      1281.340  (meters)    4203.86   (feet)  ADJUSTED  
 CY0413  ___________________________________________________________________
 CY0413  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0413  DYNAMIC HT  -        1279.428 (meters)    4197.59  (feet)  COMP
 CY0413  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 CY0413
 CY0413  VERT ORDER  -  FIRST     CLASS II
 CY0413
 CY0413.The horizontal coordinates were scaled from a topographic map and have
 CY0413.an estimated accuracy of +/- 6 seconds.
 CY0413
 CY0413.The orthometric height was determined by differential leveling
 CY0413.and adjusted in June 1991.
 CY0413
 CY0413.The geoid height was determined by GEOID03.
 CY0413
 CY0413.The dynamic height is computed by dividing the NAVD 88
 CY0413.geopotential number by the normal gravity value computed on the
 CY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0413.degrees latitude (g = 980.6199 gals.).
 CY0413
 CY0413.The modeled gravity was interpolated from observed gravity values.
 CY0413
 CY0413;                    North         East    Units  Estimated Accuracy
 CY0413;SPC AZ E     -   143,140.      247,320.      MT  (+/- 180 meters Scaled)
 CY0413
 CY0413                          SUPERSEDED SURVEY CONTROL
 CY0413
 CY0413  NGVD 29 (??/??/92) 1280.624  (m)         4201.51   (f) ADJ UNCH    1 2
 CY0413
 CY0413.Superseded values are not recommended for survey control.
 CY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0413.See file dsdata.txt to determine how the superseded data were derived.
 CY0413
 CY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA124732(NAD 83)
 CY0413_MARKER: DD = SURVEY DISK
 CY0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0413_SP_SET: CULVERT
 CY0413_STAMPING: 4201.91 2246.00 1938
 CY0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0413
 CY0413  HISTORY     - Date     Condition        Report By
 CY0413  HISTORY     - 1938     MONUMENTED       AZHD
 CY0413  HISTORY     - 1952     GOOD             NGS
 CY0413  HISTORY     - 1979     GOOD             NGS
 CY0413
 CY0413                          STATION DESCRIPTION
 CY0413
 CY0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0413'2.9 MI NE FROM WILLCOX.
 CY0413'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0413'WILLCOX, 0.1 MILE NORTHEAST OF HIGHWAY MILEPOST NUMBER 331 SET IN THE
 CY0413'CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT OVER A DRY
 CY0413'WASH, 82.0 FEET NORTHWEST OF A FENCE, 18 1/2 FEET SOUTHEAST OF THE
 CY0413'CENTER LINE OF THE HIGHWAY, 15.8 FEET NORTHEAST OF A CULVERT SAFETY
 CY0413'POST, 9.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE CULVERT, 0.4 FOOT
 CY0413'HIGHER THAN THE HIGHWAY.
 CY0413
 CY0413                          STATION RECOVERY (1979)
 CY0413
 CY0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0413'5.0 KILOMETERS (3.1 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM ITS
 CY0413'INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0413'NORTHEAST OF MILE POST 343, SET IN THE TOP CENTER OF THE SOUTHEAST
 CY0413'HEADWALL FOR A DOUBLE BOX CULVERT, 5.8 METERS (19.1 FEET) SOUTHEAST
 CY0413'OF THE CENTERLINE OF THE HIGHWAY.
 CY0413'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1447 ***********************************************************************
 CZ1447  DESIGNATION -  225
 CZ1447  PID         -  CZ1447
 CZ1447  STATE/COUNTY-  AZ/PINAL
 CZ1447  USGS QUAD   -  RED ROCK (1993)
 CZ1447
 CZ1447                         *CURRENT SURVEY CONTROL
 CZ1447  ___________________________________________________________________
 CZ1447* NAD 83(1986)-  32 35 04.     (N)    111 19 56.     (W)     SCALED    
 CZ1447* NAVD 88     -       566.206  (meters)    1857.63   (feet)  ADJUSTED  
 CZ1447  ___________________________________________________________________
 CZ1447  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CZ1447  DYNAMIC HT  -         565.472 (meters)    1855.22  (feet)  COMP
 CZ1447  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 CZ1447
 CZ1447  VERT ORDER  -  FIRST     CLASS II
 CZ1447
 CZ1447.The horizontal coordinates were scaled from a topographic map and have
 CZ1447.an estimated accuracy of +/- 6 seconds.
 CZ1447
 CZ1447.The orthometric height was determined by differential leveling
 CZ1447.and adjusted in June 1991.
 CZ1447
 CZ1447.The geoid height was determined by GEOID03.
 CZ1447
 CZ1447.The dynamic height is computed by dividing the NAVD 88
 CZ1447.geopotential number by the normal gravity value computed on the
 CZ1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1447.degrees latitude (g = 980.6199 gals.).
 CZ1447
 CZ1447.The modeled gravity was interpolated from observed gravity values.
 CZ1447
 CZ1447;                    North         East    Units  Estimated Accuracy
 CZ1447;SPC AZ C     -   175,820.      268,230.      MT  (+/- 180 meters Scaled)
 CZ1447
 CZ1447                          SUPERSEDED SURVEY CONTROL
 CZ1447
 CZ1447.No superseded survey control is available for this station.
 CZ1447
 CZ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB688052(NAD 83)
 CZ1447_MARKER: DB = BENCH MARK DISK
 CZ1447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1447_SP_SET: HEADWALL
 CZ1447_STAMPING: 225
 CZ1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1447+STABILITY: SURFACE MOTION
 CZ1447
 CZ1447  HISTORY     - Date     Condition        Report By
 CZ1447  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1447  HISTORY     - 1980     GOOD             NGS
 CZ1447
 CZ1447                          STATION DESCRIPTION
 CZ1447
 CZ1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1447'53.3 KM NW FROM TUCSON.
 CZ1447'53.3 KILOMETERS (33.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1447'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ1447'NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT UNDER INTERSTATE HIGHWAY
 CZ1447'10, 61.6 METERS (202 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CZ1447'MAIN TRACK AT THE NORTHWEST END OF RAILROAD BRIDGE 950.80, 12.8
 CZ1447'METERS (42 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CZ1447'LANES OF THE HIGHWAY AND 2.8 METERS (9.2 FEET) NORTHWEST OF THE
 CZ1447'SOUTHWEST END OF THE HEADWALL.
 CZ1447'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1426 ***********************************************************************
 CZ1426  DESIGNATION -  225+13.9
 CZ1426  PID         -  CZ1426
 CZ1426  STATE/COUNTY-  AZ/PIMA
 CZ1426  USGS QUAD   -  RUELAS CANYON (1992)
 CZ1426
 CZ1426                         *CURRENT SURVEY CONTROL
 CZ1426  ___________________________________________________________________
 CZ1426* NAD 83(1986)-  32 22 34.     (N)    111 06 23.     (W)     SCALED    
 CZ1426* NAVD 88     -       647.363  (meters)    2123.89   (feet)  ADJUSTED  
 CZ1426  ___________________________________________________________________
 CZ1426  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ1426  DYNAMIC HT  -         646.497 (meters)    2121.05  (feet)  COMP
 CZ1426  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 CZ1426
 CZ1426  VERT ORDER  -  FIRST     CLASS II
 CZ1426
 CZ1426.The horizontal coordinates were scaled from a topographic map and have
 CZ1426.an estimated accuracy of +/- 6 seconds.
 CZ1426
 CZ1426.The orthometric height was determined by differential leveling
 CZ1426.and adjusted in June 1991.
 CZ1426
 CZ1426.The geoid height was determined by GEOID03.
 CZ1426
 CZ1426.The dynamic height is computed by dividing the NAVD 88
 CZ1426.geopotential number by the normal gravity value computed on the
 CZ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1426.degrees latitude (g = 980.6199 gals.).
 CZ1426
 CZ1426.The modeled gravity was interpolated from observed gravity values.
 CZ1426
 CZ1426;                    North         East    Units  Estimated Accuracy
 CZ1426;SPC AZ C     -   152,860.      289,610.      MT  (+/- 180 meters Scaled)
 CZ1426
 CZ1426                          SUPERSEDED SURVEY CONTROL
 CZ1426
 CZ1426  NGVD 29 (??/??/92)  646.708  (m)         2121.74   (f) ADJ UNCH    1 2
 CZ1426
 CZ1426.Superseded values are not recommended for survey control.
 CZ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1426.See file dsdata.txt to determine how the superseded data were derived.
 CZ1426
 CZ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA899821(NAD 83)
 CZ1426_MARKER: DB = BENCH MARK DISK
 CZ1426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1426_SP_SET: BRIDGE
 CZ1426_STAMPING: 225+13.9 2122.17 1930
 CZ1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1426+STABILITY: SURFACE MOTION
 CZ1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1426+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1426
 CZ1426  HISTORY     - Date     Condition        Report By
 CZ1426  HISTORY     - 1930     MONUMENTED       AZHD
 CZ1426  HISTORY     - 1980     GOOD             NGS
 CZ1426  HISTORY     - 19970309 GOOD             USPSQD
 CZ1426  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1426
 CZ1426                          STATION DESCRIPTION
 CZ1426
 CZ1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1426'21.6 KM NW FROM TUCSON.
 CZ1426'21.6 KILOMETERS (13.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1426'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ1426'NORTHEAST HEADWALL OF A CONCRETE BRIDGE FOR THE FRONTAGE ROAD,
 CZ1426'37.5 METERS (123 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 CZ1426'TRACKS, 14.6 METERS (48 FEET) SOUTHEAST OF THE CENTERLINE OF EL
 CZ1426'CAMINO DE MANANA ROAD AND 4.9 METERS (16 FEET) NORTHEAST OF THE
 CZ1426'CENTERLINE OF THE FRONTAGE ROAD.  NOTE--THERE IS NO ARCHIVE NUMBER
 CZ1426'FOR THIS MARK.
 CZ1426'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
 CZ1426
 CZ1426                          STATION RECOVERY (1997)
 CZ1426
 CZ1426'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1426'RECOVERED IN GOOD CONDITION.
 CZ1426
 CZ1426                          STATION RECOVERY (2006)
 CZ1426
 CZ1426'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0097 ***********************************************************************
 FS0097  DESIGNATION -  2258.32
 FS0097  PID         -  FS0097
 FS0097  STATE/COUNTY-  AZ/MOHAVE
 FS0097  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0097
 FS0097                         *CURRENT SURVEY CONTROL
 FS0097  ___________________________________________________________________
 FS0097* NAD 83(1986)-  35 50 00.     (N)    114 33 53.     (W)     SCALED    
 FS0097* NAVD 88     -       688.566  (meters)    2259.07   (feet)  POSTED    
 FS0097  ___________________________________________________________________
 FS0097  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0097  DYNAMIC HT  -         687.860 (meters)    2256.75  (feet)  COMP
 FS0097  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 FS0097
 FS0097  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0097
 FS0097.The horizontal coordinates were scaled from a topographic map and have
 FS0097.an estimated accuracy of +/- 6 seconds.
 FS0097
 FS0097.The orthometric height was determined by differential leveling
 FS0097.and adjusted by the  in 1992.
 FS0097.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0097.rate of 3.1 thru 4.0 mm/km.
 FS0097
 FS0097.The geoid height was determined by GEOID03.
 FS0097
 FS0097.The dynamic height is computed by dividing the NAVD 88
 FS0097.geopotential number by the normal gravity value computed on the
 FS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0097.degrees latitude (g = 980.6199 gals.).
 FS0097
 FS0097.The modeled gravity was interpolated from observed gravity values.
 FS0097
 FS0097;                    North         East    Units  Estimated Accuracy
 FS0097;SPC AZ W     -   536,350.      139,750.      MT  (+/- 180 meters Scaled)
 FS0097
 FS0097                          SUPERSEDED SURVEY CONTROL
 FS0097
 FS0097  NGVD 29 (??/??/92)  687.831  (m)         2256.66   (f) ADJ UNCH    1 1
 FS0097
 FS0097.Superseded values are not recommended for survey control.
 FS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0097.See file dsdata.txt to determine how the superseded data were derived.
 FS0097
 FS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV199682(NAD 83)
 FS0097_MARKER: DD = SURVEY DISK
 FS0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0097_SP_SET: CULVERT
 FS0097_STAMPING: 2258.32
 FS0097_MARK LOGO: BPR   
 FS0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0097
 FS0097  HISTORY     - Date     Condition        Report By
 FS0097  HISTORY     - UNK      MONUMENTED       BPR
 FS0097  HISTORY     - 1950     GOOD             NGS
 FS0097  HISTORY     - 1963     GOOD             NGS
 FS0097  HISTORY     - 1982     GOOD             NGS
 FS0097
 FS0097                          STATION DESCRIPTION
 FS0097
 FS0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0097'17.9 MI SE FROM HOOVER DAM.
 FS0097'17.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0097'(ARIZONA) END OF HOOVER DAM, 112 FEET NORTHWEST OF MILEPOST 18,
 FS0097'AT A 6- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0097'SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 16.5 FEET SOUTHWEST
 FS0097'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0097'HIGHWAY.
 FS0097
 FS0097                          STATION RECOVERY (1963)
 FS0097
 FS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0097'RECOVERED IN GOOD CONDITION.
 FS0097
 FS0097                          STATION RECOVERY (1982)
 FS0097
 FS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0070 ***********************************************************************
 FS0070  DESIGNATION -  2258.64
 FS0070  PID         -  FS0070
 FS0070  STATE/COUNTY-  AZ/MOHAVE
 FS0070  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0070
 FS0070                         *CURRENT SURVEY CONTROL
 FS0070  ___________________________________________________________________
 FS0070* NAD 83(1986)-  35 57 07.     (N)    114 38 59.     (W)     SCALED    
 FS0070* NAVD 88     -       688.507  (meters)    2258.88   (feet)  ADJUSTED  
 FS0070  ___________________________________________________________________
 FS0070  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0070  DYNAMIC HT  -         687.801 (meters)    2256.56  (feet)  COMP
 FS0070  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 FS0070
 FS0070  VERT ORDER  -  FIRST     CLASS I
 FS0070
 FS0070.The horizontal coordinates were scaled from a topographic map and have
 FS0070.an estimated accuracy of +/- 6 seconds.
 FS0070
 FS0070.The orthometric height was determined by differential leveling
 FS0070.and adjusted in June 1991.
 FS0070
 FS0070.The geoid height was determined by GEOID03.
 FS0070
 FS0070.The dynamic height is computed by dividing the NAVD 88
 FS0070.geopotential number by the normal gravity value computed on the
 FS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0070.degrees latitude (g = 980.6199 gals.).
 FS0070
 FS0070.The modeled gravity was interpolated from observed gravity values.
 FS0070
 FS0070;                    North         East    Units  Estimated Accuracy
 FS0070;SPC AZ W     -   549,570.      132,190.      MT  (+/- 180 meters Scaled)
 FS0070
 FS0070                          SUPERSEDED SURVEY CONTROL
 FS0070
 FS0070  NGVD 29 (??/??/92)  687.805  (m)         2256.57   (f) ADJ UNCH    1 1
 FS0070
 FS0070.Superseded values are not recommended for survey control.
 FS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0070.See file dsdata.txt to determine how the superseded data were derived.
 FS0070
 FS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV119811(NAD 83)
 FS0070_MARKER: P = PIPE CAP
 FS0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0070_SP_SET: CULVERT
 FS0070_STAMPING: 2731+420 2258.64 1935
 FS0070_MARK LOGO: BPR   
 FS0070_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0070
 FS0070  HISTORY     - Date     Condition        Report By
 FS0070  HISTORY     - 1935     MONUMENTED       BPR
 FS0070  HISTORY     - 1950     GOOD             NGS
 FS0070  HISTORY     - 1963     GOOD             NGS
 FS0070  HISTORY     - 1981     GOOD             NGS
 FS0070
 FS0070                          STATION DESCRIPTION
 FS0070
 FS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0070'7.8 MI SE FROM HOOVER DAM.
 FS0070'7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0070'(ARIZONA) END OF HOOVER DAM, BETWEEN TWO ROCK CUTS, 49.5 FEET
 FS0070'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30.7 FEET SOUTH OF
 FS0070'THE CENTER OF THE SOUTHWEST END OF A 24-INCH CORRUGATED METAL
 FS0070'PIPE CULVERT, 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 FS0070'DRY WASH, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SCREWED
 FS0070'ON THE TOP OF A 2 1/2 INCH GALVANIZED IRON PIPE PROJECTING 0.6
 FS0070'FOOT ABOVE THE GROUND.
 FS0070
 FS0070                          STATION RECOVERY (1963)
 FS0070
 FS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0070'RECOVERED IN GOOD CONDITION.
 FS0070
 FS0070                          STATION RECOVERY (1981)
 FS0070
 FS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0070'12.2 KM (7.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0070'OF HOOVER DAM, IN THE VALLEY ON TOP OF A ROCK CUT, 43.0 METERS (141
 FS0070'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.1 METERS (49.5 FT)
 FS0070'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 9.4 METERS (30.7 FT)
 FS0070'SOUTH OF THE SOUTHWEST END OF A 24-INCH METAL PIPE CULVERT UNDER THE
 FS0070'OLD HIGHWAY.
 FS0070'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FS0070'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0071 ***********************************************************************
 FS0071  DESIGNATION -  2262.06
 FS0071  PID         -  FS0071
 FS0071  STATE/COUNTY-  AZ/MOHAVE
 FS0071  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0071
 FS0071                         *CURRENT SURVEY CONTROL
 FS0071  ___________________________________________________________________
 FS0071* NAD 83(1986)-  35 57 07.     (N)    114 39 00.     (W)     SCALED    
 FS0071* NAVD 88     -       689.547  (meters)    2262.29   (feet)  ADJUSTED  
 FS0071  ___________________________________________________________________
 FS0071  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0071  DYNAMIC HT  -         688.840 (meters)    2259.97  (feet)  COMP
 FS0071  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 FS0071
 FS0071  VERT ORDER  -  FIRST     CLASS I
 FS0071
 FS0071.The horizontal coordinates were scaled from a topographic map and have
 FS0071.an estimated accuracy of +/- 6 seconds.
 FS0071
 FS0071.The orthometric height was determined by differential leveling
 FS0071.and adjusted in June 1991.
 FS0071
 FS0071.The geoid height was determined by GEOID03.
 FS0071
 FS0071.The dynamic height is computed by dividing the NAVD 88
 FS0071.geopotential number by the normal gravity value computed on the
 FS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0071.degrees latitude (g = 980.6199 gals.).
 FS0071
 FS0071.The modeled gravity was interpolated from observed gravity values.
 FS0071
 FS0071;                    North         East    Units  Estimated Accuracy
 FS0071;SPC AZ W     -   549,570.      132,170.      MT  (+/- 180 meters Scaled)
 FS0071
 FS0071                          SUPERSEDED SURVEY CONTROL
 FS0071
 FS0071  NGVD 29 (??/??/92)  688.845  (m)         2259.99   (f) ADJ UNCH    1 1
 FS0071
 FS0071.Superseded values are not recommended for survey control.
 FS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0071.See file dsdata.txt to determine how the superseded data were derived.
 FS0071
 FS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV119811(NAD 83)
 FS0071_MARKER: P = PIPE CAP
 FS0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0071_STAMPING: 2262.06 2731+420 1935
 FS0071_MARK LOGO: BPR   
 FS0071_PROJECTION: PROJECTING 17 CENTIMETERS
 FS0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0071
 FS0071  HISTORY     - Date     Condition        Report By
 FS0071  HISTORY     - 1935     MONUMENTED       BPR
 FS0071  HISTORY     - 1950     GOOD             NGS
 FS0071  HISTORY     - 1963     GOOD             NGS
 FS0071  HISTORY     - 1981     GOOD             NGS
 FS0071
 FS0071                          STATION DESCRIPTION
 FS0071
 FS0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0071'7.8 MI SE FROM HOOVER DAM.
 FS0071'7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0071'(ARIZONA) END OF HOOVER DAM, BETWEEN TWO ROCK CUTS, DIRECTLY
 FS0071'ACROSS THE HIGHWAY FROM B. M. 2262.06 (BPR  ), 50.8 FEET NORTHEAST
 FS0071'OF THE CENTER LINE OF THE HIGHWAY, 36.5 FEET NORTHEAST OF THE
 FS0071'CENTER OF THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE
 FS0071'CULVERT, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A DRY
 FS0071'WASH, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND SCREWED ON THE
 FS0071'TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE PROJECTING 0.5 FOOT ABOVE
 FS0071'THE GROUND.
 FS0071
 FS0071                          STATION RECOVERY (1963)
 FS0071
 FS0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0071'RECOVERED IN GOOD CONDITION.
 FS0071
 FS0071                          STATION RECOVERY (1981)
 FS0071
 FS0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0071'12.2 KM (7.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0071'OF HOOVER DAM, IN A VALLEY ON TOP OF A ROCK CUT, 73.5 METERS (241 FT)
 FS0071'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.5 METERS (50.8 FT)
 FS0071'NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 30.5 METERS (100 FT)
 FS0071'NORTHEAST OF AND ACROSS THE OLD HIGHWAY FROM BENCH MARK 2258.64 BPR.
 FS0071'THE MARK IS 30.5 METERS  NE FROM A WITNESS POST.
 FS0071'THE MARK IS 2.5 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0281 ***********************************************************************
 CG0281  DESIGNATION -  2263+519
 CG0281  PID         -  CG0281
 CG0281  STATE/COUNTY-  AZ/PIMA
 CG0281  USGS QUAD   -  SAHUARITA (1981)
 CG0281
 CG0281                         *CURRENT SURVEY CONTROL
 CG0281  ___________________________________________________________________
 CG0281* NAD 83(1986)-  31 53 57.     (N)    110 59 08.     (W)     SCALED    
 CG0281* NAVD 88     -       866.79   (+/-2cm)    2843.8    (feet)  VERTCON   
 CG0281  ___________________________________________________________________
 CG0281  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0281
 CG0281.The horizontal coordinates were scaled from a topographic map and have
 CG0281.an estimated accuracy of +/- 6 seconds.
 CG0281
 CG0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0281.The vertical order pertains to the NGVD 29 superseded value.
 CG0281
 CG0281.The geoid height was determined by GEOID03.
 CG0281
 CG0281;                    North         East    Units  Estimated Accuracy
 CG0281;SPC AZ C     -   100,070.      301,430.      MT  (+/- 180 meters Scaled)
 CG0281
 CG0281                          SUPERSEDED SURVEY CONTROL
 CG0281
 CG0281  NGVD 29 (??/??/92)  866.081  (m)         2841.47   (f) ADJ UNCH    2 0
 CG0281
 CG0281.Superseded values are not recommended for survey control.
 CG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0281.See file dsdata.txt to determine how the superseded data were derived.
 CG0281
 CG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA013292(NAD 83)
 CG0281_MARKER: DD = SURVEY DISK
 CG0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0281_SP_SET: BRIDGE
 CG0281_STAMPING: 2263 + 519 2841 56
 CG0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0281
 CG0281  HISTORY     - Date     Condition        Report By
 CG0281  HISTORY     - UNK      MONUMENTED       AZHD
 CG0281  HISTORY     - 1962     GOOD             NGS
 CG0281
 CG0281                          STATION DESCRIPTION
 CG0281
 CG0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0281'4.5 MI SW FROM SAHUARITA.
 CG0281'4.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0281'SAHUARITA, 26 FEET WEST OF THE CENTER OF U.S. HIGHWAY 89, 6.1 FEET
 CG0281'WEST OF A GUARD RAIL, AN AHD DISK SET IN A DRILLHOLE IN THE WEST
 CG0281'HEADWALL OF A CONCRETE BRIDGE OVER A DRY WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0097 ***********************************************************************
 EU0097  DESIGNATION -  2267.98
 EU0097  PID         -  EU0097
 EU0097  STATE/COUNTY-  AZ/MOHAVE
 EU0097  USGS QUAD   -  YUCCA NW (1970)
 EU0097
 EU0097                         *CURRENT SURVEY CONTROL
 EU0097  ___________________________________________________________________
 EU0097* NAD 83(1986)-  34 59 26.     (N)    114 08 18.     (W)     SCALED    
 EU0097* NAVD 88     -       691.951  (meters)    2270.18   (feet)  ADJUSTED  
 EU0097  ___________________________________________________________________
 EU0097  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EU0097  DYNAMIC HT  -         691.169 (meters)    2267.61  (feet)  COMP
 EU0097  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 EU0097
 EU0097  VERT ORDER  -  FIRST     CLASS II
 EU0097
 EU0097.The horizontal coordinates were scaled from a topographic map and have
 EU0097.an estimated accuracy of +/- 6 seconds.
 EU0097
 EU0097.The orthometric height was determined by differential leveling
 EU0097.and adjusted in June 1991.
 EU0097
 EU0097.The geoid height was determined by GEOID03.
 EU0097
 EU0097.The dynamic height is computed by dividing the NAVD 88
 EU0097.geopotential number by the normal gravity value computed on the
 EU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0097.degrees latitude (g = 980.6199 gals.).
 EU0097
 EU0097.The modeled gravity was interpolated from observed gravity values.
 EU0097
 EU0097;                    North         East    Units  Estimated Accuracy
 EU0097;SPC AZ W     -   442,610.      177,910.      MT  (+/- 180 meters Scaled)
 EU0097
 EU0097                          SUPERSEDED SURVEY CONTROL
 EU0097
 EU0097  NGVD 29 (??/??/??)  691.214  (m)         2267.76   (f) ADJUSTED    1 2
 EU0097
 EU0097.Superseded values are not recommended for survey control.
 EU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0097.See file dsdata.txt to determine how the superseded data were derived.
 EU0097
 EU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU611757(NAD 83)
 EU0097_MARKER: DD = SURVEY DISK
 EU0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0097_SP_SET: CULVERT
 EU0097_STAMPING: 2267.98 1795-01-25 1950
 EU0097_MARK LOGO: AZHD  
 EU0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0097
 EU0097  HISTORY     - Date     Condition        Report By
 EU0097  HISTORY     - 1950     MONUMENTED       AZHD
 EU0097  HISTORY     - 1961     GOOD             NGS
 EU0097  HISTORY     - 1981     GOOD             NGS
 EU0097
 EU0097                          STATION DESCRIPTION
 EU0097
 EU0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0097'8.8 MI NE FROM YUCCA.
 EU0097'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0097'THENCE 8.55 MILES NORTH ALONG U.S. HIGHWAY 66 TO MILE POST 34, SET
 EU0097'IN TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 16 FOOT
 EU0097'CONCRETE BOX CULVERT, 27 FEET EAST OF THE CENTER OF THE HIGHWAY,
 EU0097'140 FEET SOUTH OF MILE POST 34, AND ABOUT 2 FEET BELOW THE LEVEL OF
 EU0097'THE HIGHWAY.
 EU0097
 EU0097                          STATION RECOVERY (1981)
 EU0097
 EU0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0097'14.7 KM (9.15 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0097'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 EU0097'EAST HEADWALL OF A LARGE DOUBLE BOX CULVERT, 8.2 METERS (27 FT) EAST
 EU0097'OF THE CENTERLINE OF THE EAST LANES, 53.5 METERS (175.5 FT) NORTH OF
 EU0097'MILEPOST 34.
 EU0097'THE MARK IS 0.6 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1444 ***********************************************************************
 CZ1444  DESIGNATION -  227
 CZ1444  PID         -  CZ1444
 CZ1444  STATE/COUNTY-  AZ/PINAL
 CZ1444  USGS QUAD   -  RED ROCK (1993)
 CZ1444
 CZ1444                         *CURRENT SURVEY CONTROL
 CZ1444  ___________________________________________________________________
 CZ1444* NAD 83(1986)-  32 33 56.     (N)    111 18 58.     (W)     SCALED    
 CZ1444* NAVD 88     -       574.654  (meters)    1885.34   (feet)  ADJUSTED  
 CZ1444  ___________________________________________________________________
 CZ1444  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CZ1444  DYNAMIC HT  -         573.907 (meters)    1882.89  (feet)  COMP
 CZ1444  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 CZ1444
 CZ1444  VERT ORDER  -  FIRST     CLASS II
 CZ1444
 CZ1444.The horizontal coordinates were scaled from a topographic map and have
 CZ1444.an estimated accuracy of +/- 6 seconds.
 CZ1444
 CZ1444.The orthometric height was determined by differential leveling
 CZ1444.and adjusted in June 1991.
 CZ1444
 CZ1444.The geoid height was determined by GEOID03.
 CZ1444
 CZ1444.The dynamic height is computed by dividing the NAVD 88
 CZ1444.geopotential number by the normal gravity value computed on the
 CZ1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1444.degrees latitude (g = 980.6199 gals.).
 CZ1444
 CZ1444.The modeled gravity was interpolated from observed gravity values.
 CZ1444
 CZ1444;                    North         East    Units  Estimated Accuracy
 CZ1444;SPC AZ C     -   173,740.      269,750.      MT  (+/- 180 meters Scaled)
 CZ1444
 CZ1444                          SUPERSEDED SURVEY CONTROL
 CZ1444
 CZ1444.No superseded survey control is available for this station.
 CZ1444
 CZ1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB703031(NAD 83)
 CZ1444_MARKER: DB = BENCH MARK DISK
 CZ1444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1444_SP_SET: HEADWALL
 CZ1444_STAMPING: 227
 CZ1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1444+STABILITY: SURFACE MOTION
 CZ1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1444+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1444
 CZ1444  HISTORY     - Date     Condition        Report By
 CZ1444  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1444  HISTORY     - 1980     GOOD             NGS
 CZ1444  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1444
 CZ1444                          STATION DESCRIPTION
 CZ1444
 CZ1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1444'50.7 KM NW FROM TUCSON.
 CZ1444'50.7 KILOMETERS (31.5 MILES) NORTHWEST ALONG THE SOUTHERN
 CZ1444'PACIFIC RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP
 CZ1444'CENTER OF THE NORTHEAST HEADWALL FOR A THREE CHANNEL BOX CULVERT
 CZ1444'UNDER THE EAST AND WEST BOUND TRAFFIC LANES OF INTERSTATE I-10
 CZ1444'1.0 KILOMETER (0.65 MILE) SOUTHEAST OF THE RED ROCK OVERPASS
 CZ1444'BRIDGE OVER INTERSTATE HIGHWAY 10, 59.8 METERS (196 FEET)
 CZ1444'SOUTHWEST OF THE SOUTHWEST RAIL FROM THE CENTER OF RAILROAD
 CZ1444'BRIDGE 952.39, 13.0 METERS (42.6 FEET) NORTHEAST OF THE
 CZ1444'CENTERLINE OF THE WEST BOUND TRAFFIC LANE.
 CZ1444'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CZ1444
 CZ1444                          STATION RECOVERY (2006)
 CZ1444
 CZ1444'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0604 ***********************************************************************
 ET0604  DESIGNATION -  2272.35
 ET0604  PID         -  ET0604
 ET0604  STATE/COUNTY-  AZ/MOHAVE
 ET0604  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0604
 ET0604                         *CURRENT SURVEY CONTROL
 ET0604  ___________________________________________________________________
 ET0604* NAD 83(1986)-  34 33 31.     (N)    113 20 56.     (W)     SCALED    
 ET0604* NAVD 88     -       693.212  (meters)    2274.31   (feet)  POSTED    
 ET0604  ___________________________________________________________________
 ET0604  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0604  DYNAMIC HT  -         692.390 (meters)    2271.62  (feet)  COMP
 ET0604  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 ET0604
 ET0604  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0604
 ET0604.The horizontal coordinates were scaled from a topographic map and have
 ET0604.an estimated accuracy of +/- 6 seconds.
 ET0604
 ET0604.The orthometric height was determined by differential leveling
 ET0604.and adjusted in November 2005.
 ET0604.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0604.rate of 0.0 thru 1.0 mm/km.
 ET0604
 ET0604.The geoid height was determined by GEOID03.
 ET0604
 ET0604.The dynamic height is computed by dividing the NAVD 88
 ET0604.geopotential number by the normal gravity value computed on the
 ET0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0604.degrees latitude (g = 980.6199 gals.).
 ET0604
 ET0604.The modeled gravity was interpolated from observed gravity values.
 ET0604
 ET0604;                    North         East    Units  Estimated Accuracy
 ET0604;SPC AZ W     -   394,700.      250,170.      MT  (+/- 180 meters Scaled)
 ET0604
 ET0604                          SUPERSEDED SURVEY CONTROL
 ET0604
 ET0604  NGVD 29 (??/??/92)  692.499  (m)         2271.97   (f) ADJ UNCH    1 2
 ET0604
 ET0604.Superseded values are not recommended for survey control.
 ET0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0604.See file dsdata.txt to determine how the superseded data were derived.
 ET0604
 ET0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD844266(NAD 83)
 ET0604_MARKER: Q = CHISELED SQUARE
 ET0604_SETTING: 66 = SET IN ROCK OUTCROP
 ET0604_SP_SET: OUTCROP LEDGE
 ET0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0604+STABILITY: POSITION/ELEVATION WELL
 ET0604
 ET0604  HISTORY     - Date     Condition        Report By
 ET0604  HISTORY     - UNK      MONUMENTED       USGS
 ET0604  HISTORY     - 1950     GOOD             NGS
 ET0604
 ET0604                          STATION DESCRIPTION
 ET0604
 ET0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0604'25.4 MI SE FROM WIKIEUP.
 ET0604'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0604'WIKIEUP, THENCE 18.0 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.25
 ET0604'MILE SOUTHEAST OF THE FORD OF BURRO CREEK, 47 FEET SOUTHEAST OF THE
 ET0604'APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE Y JUNCTION OF A DIRT
 ET0604'ROAD LEADING NORTH TO BAGDAD, ALONG THE NORTHEAST BANK OF A DRY WASH,
 ET0604'ON THE TOP OF A LEDGE OF AN OUTCROP, 43 FEET SOUTH OF A LONE 18-INCH
 ET0604'SAGUARO CACTUS, 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.7
 ET0604'FEET WEST OF A SMALL PALO VERDE TREE GROWING ON THE TOP OF THE
 ET0604'OUTCROP, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 ET0604'WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0178 ***********************************************************************
 ET0178  DESIGNATION -  2278+50
 ET0178  PID         -  ET0178
 ET0178  STATE/COUNTY-  AZ/YAVAPAI
 ET0178  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0178
 ET0178                         *CURRENT SURVEY CONTROL
 ET0178  ___________________________________________________________________
 ET0178* NAD 83(1986)-  34 04 57.     (N)    112 08 54.     (W)     SCALED    
 ET0178* NAVD 88     -       619.62   (+/-2cm)    2032.9    (feet)  VERTCON   
 ET0178  ___________________________________________________________________
 ET0178  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0178
 ET0178.The horizontal coordinates were scaled from a topographic map and have
 ET0178.an estimated accuracy of +/- 6 seconds.
 ET0178
 ET0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0178.The vertical order pertains to the NGVD 29 superseded value.
 ET0178
 ET0178.The geoid height was determined by GEOID03.
 ET0178
 ET0178;                    North         East    Units  Estimated Accuracy
 ET0178;SPC AZ C     -   341,830.      191,980.      MT  (+/- 180 meters Scaled)
 ET0178
 ET0178                          SUPERSEDED SURVEY CONTROL
 ET0178
 ET0178  NGVD 29 (??/??/92)  619.002  (m)         2030.84   (f) ADJ UNCH    2 0
 ET0178
 ET0178.Superseded values are not recommended for survey control.
 ET0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0178.See file dsdata.txt to determine how the superseded data were derived.
 ET0178
 ET0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940718(NAD 83)
 ET0178_MARKER: DD = SURVEY DISK
 ET0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0178_SP_SET: BRIDGE
 ET0178_STAMPING: 2278+50 2030.70 1950
 ET0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0178+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2008
 ET0178
 ET0178  HISTORY     - Date     Condition        Report By
 ET0178  HISTORY     - 1950     MONUMENTED       AZDT
 ET0178  HISTORY     - 1952     GOOD             NGS
 ET0178  HISTORY     - 1958     GOOD             NGS
 ET0178  HISTORY     - 20070113 GOOD             USPSQD
 ET0178  HISTORY     - 20080222 GOOD             GEOCAC
 ET0178
 ET0178                          STATION DESCRIPTION
 ET0178
 ET0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0178'2.5 MI N FROM ROCK SPRINGS.
 ET0178'2.5 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0178'STORE AT ROCK SPRINGS, 0.25 MILE SOUTH OF A STEEL TOWER TRANSMISSION
 ET0178'LINE CROSSING, AT THE JUNCTION OF A DIRT ROAD TO THE X Y RANCH, AT A
 ET0178'26-INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY IN TOP OF THE
 ET0178'CENTER OF THE EAST CONCRETE HEADWALL, 24 1/2 FEET EAST OF THE CENTER
 ET0178'LINE OF AND ABOUT LEVEL WITH THE HIGHWAY.
 ET0178
 ET0178                          STATION RECOVERY (1958)
 ET0178
 ET0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0178'RECOVERED IN GOOD CONDITION.
 ET0178
 ET0178                          STATION RECOVERY (2007)
 ET0178
 ET0178'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0178'RECOVERED AS DESCRIBED
 ET0178
 ET0178                          STATION RECOVERY (2008)
 ET0178
 ET0178'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0178'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0178'THE DESCRIPTION - HIGHWAY 69 IS CALLED SOUTH OLD BLACK CANYON HIGHWAY.
 ET0178'HANDHELD COORDINATES
 ET0178'34 04 57.2 (N)   112 08 53.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1280 ***********************************************************************
 DU1280  DESIGNATION -  2288 63
 DU1280  PID         -  DU1280
 DU1280  STATE/COUNTY-  AZ/GILA
 DU1280  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1280
 DU1280                         *CURRENT SURVEY CONTROL
 DU1280  ___________________________________________________________________
 DU1280* NAD 83(1986)-  33 35 56.     (N)    110 59 58.     (W)     SCALED    
 DU1280* NAVD 88     -       698.188  (meters)    2290.64   (feet)  ADJUSTED  
 DU1280  ___________________________________________________________________
 DU1280  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DU1280  DYNAMIC HT  -         697.286 (meters)    2287.68  (feet)  COMP
 DU1280  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 DU1280
 DU1280  VERT ORDER  -  FIRST     CLASS II
 DU1280
 DU1280.The horizontal coordinates were scaled from a topographic map and have
 DU1280.an estimated accuracy of +/- 6 seconds.
 DU1280
 DU1280.The orthometric height was determined by differential leveling
 DU1280.and adjusted in June 1991.
 DU1280
 DU1280.The geoid height was determined by GEOID03.
 DU1280
 DU1280.The dynamic height is computed by dividing the NAVD 88
 DU1280.geopotential number by the normal gravity value computed on the
 DU1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1280.degrees latitude (g = 980.6199 gals.).
 DU1280
 DU1280.The modeled gravity was interpolated from observed gravity values.
 DU1280
 DU1280;                    North         East    Units  Estimated Accuracy
 DU1280;SPC AZ E     -   288,480.      136,070.      MT  (+/- 180 meters Scaled)
 DU1280
 DU1280                          SUPERSEDED SURVEY CONTROL
 DU1280
 DU1280.No superseded survey control is available for this station.
 DU1280
 DU1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC000176(NAD 83)
 DU1280_MARKER: DB = BENCH MARK DISK
 DU1280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1280_SP_SET: EDGE OF GUARD RAIL
 DU1280_STAMPING: 2288 63 AZDT
 DU1280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1280+STABILITY: SURFACE MOTION
 DU1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1280+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1280
 DU1280  HISTORY     - Date     Condition        Report By
 DU1280  HISTORY     - UNK      MONUMENTED       AZHD
 DU1280  HISTORY     - 1979     GOOD             NGS
 DU1280  HISTORY     - 19980701 GOOD             AZDT
 DU1280  HISTORY     - 20040403 GOOD             USPSQD
 DU1280  HISTORY     - 20050529 GOOD             USPSQD
 DU1280  HISTORY     - 20070506 GOOD             GEOCAC
 DU1280
 DU1280                          STATION DESCRIPTION
 DU1280
 DU1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1280'9.7 MI SE FROM ROOSEVELT.
 DU1280'9.7 MILES SOUTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1280'IN ROOSEVELT, SET IN THE TOP OF THE EAST END OF THE SOUTH GUARD
 DU1280'RAIL OF A BRIDGE OVER PINTO CREEK, 51 FEET SOUTH OF A POST AND
 DU1280'SIGN PINTO CREEK, 23.5 FEET SOUTH OF THE CENTERLINE OF THE
 DU1280'HIGHWAY, 9 FEET WEST OF THE SOUTHEAST END OF THE GUARD RAIL.
 DU1280'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1280
 DU1280                          STATION RECOVERY (1998)
 DU1280
 DU1280'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1280'RECOVERED AS DESCRIBED.
 DU1280
 DU1280                          STATION RECOVERY (2004)
 DU1280
 DU1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1280'RECOVERED AS DESCRIBED
 DU1280
 DU1280                          STATION RECOVERY (2005)
 DU1280
 DU1280'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1280'RECOVERED AS DESCRIBED.
 DU1280
 DU1280                          STATION RECOVERY (2007)
 DU1280
 DU1280'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0099 ***********************************************************************
 FS0099  DESIGNATION -  2288.33
 FS0099  PID         -  FS0099
 FS0099  STATE/COUNTY-  AZ/MOHAVE
 FS0099  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0099
 FS0099                         *CURRENT SURVEY CONTROL
 FS0099  ___________________________________________________________________
 FS0099* NAD 83(1986)-  35 49 06.     (N)    114 33 07.     (W)     SCALED    
 FS0099* NAVD 88     -       697.636  (meters)    2288.83   (feet)  ADJUSTED  
 FS0099  ___________________________________________________________________
 FS0099  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0099  DYNAMIC HT  -         696.915 (meters)    2286.46  (feet)  COMP
 FS0099  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 FS0099
 FS0099  VERT ORDER  -  FIRST     CLASS I
 FS0099
 FS0099.The horizontal coordinates were scaled from a topographic map and have
 FS0099.an estimated accuracy of +/- 6 seconds.
 FS0099
 FS0099.The orthometric height was determined by differential leveling
 FS0099.and adjusted in June 1991.
 FS0099
 FS0099.The geoid height was determined by GEOID03.
 FS0099
 FS0099.The dynamic height is computed by dividing the NAVD 88
 FS0099.geopotential number by the normal gravity value computed on the
 FS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0099.degrees latitude (g = 980.6199 gals.).
 FS0099
 FS0099.The modeled gravity was interpolated from observed gravity values.
 FS0099
 FS0099;                    North         East    Units  Estimated Accuracy
 FS0099;SPC AZ W     -   534,670.      140,890.      MT  (+/- 180 meters Scaled)
 FS0099
 FS0099                          SUPERSEDED SURVEY CONTROL
 FS0099
 FS0099  NGVD 29 (??/??/92)  696.902  (m)         2286.42   (f) ADJ UNCH    1 1
 FS0099
 FS0099.Superseded values are not recommended for survey control.
 FS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0099.See file dsdata.txt to determine how the superseded data were derived.
 FS0099
 FS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV211665(NAD 83)
 FS0099_MARKER: DD = SURVEY DISK
 FS0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0099_SP_SET: CULVERT
 FS0099_STAMPING: 2288.83
 FS0099_MARK LOGO: BPR   
 FS0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0099
 FS0099  HISTORY     - Date     Condition        Report By
 FS0099  HISTORY     - UNK      MONUMENTED       BPR
 FS0099  HISTORY     - 1950     GOOD             NGS
 FS0099  HISTORY     - 1963     GOOD             NGS
 FS0099  HISTORY     - 1982     GOOD             NGS
 FS0099
 FS0099                          STATION DESCRIPTION
 FS0099
 FS0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0099'19.3 MI SE FROM HOOVER DAM.
 FS0099'19.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0099'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF THE T JUNCTION
 FS0099'OF A GRAVEL ROAD LEADING NORTHEAST TO BONELLI LANDING, AT A
 FS0099'DOUBLE 7- BY 10-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0099'SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 16.8 FEET SOUTHWEST
 FS0099'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 FS0099'THE HIGHWAY.
 FS0099
 FS0099                          STATION RECOVERY (1963)
 FS0099
 FS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0099'RECOVERED IN GOOD CONDITION.
 FS0099
 FS0099                          STATION RECOVERY (1982)
 FS0099
 FS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0099'30.1 KM (18.7 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0099'OF HOOVER DAM, 0.3 KM (0.2 MI) SOUTHEAST OF TEMPLE BAR ROAD LEADING
 FS0099'NORTHEAST, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 FS0099'7 BY 10 FOOT BOX CULVERT, 5.0 METERS (16.8 FT) SOUTHWEST OF THE
 FS0099'CENTERLINE OF THE HIGHWAY.
 FS0099'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0098 ***********************************************************************
 FS0098  DESIGNATION -  2288.55
 FS0098  PID         -  FS0098
 FS0098  STATE/COUNTY-  AZ/MOHAVE
 FS0098  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0098
 FS0098                         *CURRENT SURVEY CONTROL
 FS0098  ___________________________________________________________________
 FS0098* NAD 83(1986)-  35 49 19.     (N)    114 33 16.     (W)     SCALED    
 FS0098* NAVD 88     -       697.726  (meters)    2289.12   (feet)  ADJUSTED  
 FS0098  ___________________________________________________________________
 FS0098  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0098  DYNAMIC HT  -         697.006 (meters)    2286.76  (feet)  COMP
 FS0098  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 FS0098
 FS0098  VERT ORDER  -  FIRST     CLASS I
 FS0098
 FS0098.The horizontal coordinates were scaled from a topographic map and have
 FS0098.an estimated accuracy of +/- 6 seconds.
 FS0098
 FS0098.The orthometric height was determined by differential leveling
 FS0098.and adjusted in June 1991.
 FS0098
 FS0098.The geoid height was determined by GEOID03.
 FS0098
 FS0098.The dynamic height is computed by dividing the NAVD 88
 FS0098.geopotential number by the normal gravity value computed on the
 FS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0098.degrees latitude (g = 980.6199 gals.).
 FS0098
 FS0098.The modeled gravity was interpolated from observed gravity values.
 FS0098
 FS0098;                    North         East    Units  Estimated Accuracy
 FS0098;SPC AZ W     -   535,080.      140,670.      MT  (+/- 180 meters Scaled)
 FS0098
 FS0098                          SUPERSEDED SURVEY CONTROL
 FS0098
 FS0098  NGVD 29 (??/??/92)  696.991  (m)         2286.71   (f) ADJ UNCH    1 1
 FS0098
 FS0098.Superseded values are not recommended for survey control.
 FS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0098.See file dsdata.txt to determine how the superseded data were derived.
 FS0098
 FS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV209669(NAD 83)
 FS0098_MARKER: DD = SURVEY DISK
 FS0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0098_SP_SET: CULVERT
 FS0098_STAMPING: 2288.55
 FS0098_MARK LOGO: BPR   
 FS0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0098
 FS0098  HISTORY     - Date     Condition        Report By
 FS0098  HISTORY     - UNK      MONUMENTED       BPR
 FS0098  HISTORY     - 1950     GOOD             NGS
 FS0098  HISTORY     - 1963     GOOD             NGS
 FS0098  HISTORY     - 1982     GOOD             NGS
 FS0098
 FS0098                          STATION DESCRIPTION
 FS0098
 FS0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0098'18.9 MI SE FROM HOOVER DAM.
 FS0098'18.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0098'(ARIZONA) END OF HOOVER DAM, ABOUT 100 YARDS NORTHWEST OF
 FS0098'MILEPOST 19, AT A 6- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0098'OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 14.6 FEET
 FS0098'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0098'HIGHER THAN THE HIGHWAY.
 FS0098
 FS0098                          STATION RECOVERY (1963)
 FS0098
 FS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0098'RECOVERED IN GOOD CONDITION.
 FS0098
 FS0098                          STATION RECOVERY (1982)
 FS0098
 FS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0098'29.4 KM (18.3 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0098'OF HOOVER DAM, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 FS0098'OF A 6 BY 8 FOOT BOX CULVERT, 4.3 METERS (14.6 FT) SOUTHWEST OF THE
 FS0098'CENTERLINE OF THE HIGHWAY.
 FS0098'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0179 ***********************************************************************
 ET0179  DESIGNATION -  2297+75
 ET0179  PID         -  ET0179
 ET0179  STATE/COUNTY-  AZ/YAVAPAI
 ET0179  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0179
 ET0179                         *CURRENT SURVEY CONTROL
 ET0179  ___________________________________________________________________
 ET0179* NAD 83(1986)-  34 05 15.     (N)    112 08 45.     (W)     SCALED    
 ET0179* NAVD 88     -       629.90   (+/-2cm)    2066.6    (feet)  VERTCON   
 ET0179  ___________________________________________________________________
 ET0179  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 ET0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0179
 ET0179.The horizontal coordinates were scaled from a topographic map and have
 ET0179.an estimated accuracy of +/- 6 seconds.
 ET0179
 ET0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0179.The vertical order pertains to the NGVD 29 superseded value.
 ET0179
 ET0179.The geoid height was determined by GEOID03.
 ET0179
 ET0179;                    North         East    Units  Estimated Accuracy
 ET0179;SPC AZ C     -   342,380.      192,210.      MT  (+/- 180 meters Scaled)
 ET0179
 ET0179                          SUPERSEDED SURVEY CONTROL
 ET0179
 ET0179  NGVD 29 (??/??/92)  629.276  (m)         2064.55   (f) ADJ UNCH    2 0
 ET0179
 ET0179.Superseded values are not recommended for survey control.
 ET0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0179.See file dsdata.txt to determine how the superseded data were derived.
 ET0179
 ET0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942724(NAD 83)
 ET0179_MARKER: DD = SURVEY DISK
 ET0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0179_SP_SET: CATTLE GUARD
 ET0179_STAMPING: 2297+75 2064.51 1950
 ET0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0179+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 ET0179
 ET0179  HISTORY     - Date     Condition        Report By
 ET0179  HISTORY     - 1950     MONUMENTED       AZDT
 ET0179  HISTORY     - 1952     GOOD             NGS
 ET0179  HISTORY     - 1958     GOOD             NGS
 ET0179  HISTORY     - 20070113 GOOD             USPSQD
 ET0179
 ET0179                          STATION DESCRIPTION
 ET0179
 ET0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0179'2.8 MI N FROM ROCK SPRINGS.
 ET0179'2.8 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0179'STORE AT ROCK SPRINGS, AT THE T JUNCTION OF THE OLD BLACK CANYON
 ET0179'HIGHWAY, IN TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL OF A
 ET0179'CATTLE GUARD ON THE OLD HIGHWAY, AT THE NORTHWEST END OF A STEEL TOWER
 ET0179'TRANSMISSION LINE CROSSING, 100 FEET WEST OF THE CENTER LINE OF THE
 ET0179'NEW HIGHWAY, 8 FEET NORTH OF THE CENTER LINE OF AND ABOUT 1 FOOT
 ET0179'HIGHER THAN THE OLD HIGHWAY.
 ET0179
 ET0179                          STATION RECOVERY (1958)
 ET0179
 ET0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0179'RECOVERED IN GOOD CONDITION.
 ET0179
 ET0179                          STATION RECOVERY (2007)
 ET0179
 ET0179'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0179'RECOVERED AS DESCRIBED. MARK HAS BEEN REPLACED WITH DEPT OF
 ET0179'TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0002 ***********************************************************************
 ET0002  DESIGNATION -  23
 ET0002  PID         -  ET0002
 ET0002  STATE/COUNTY-  AZ/YAVAPAI
 ET0002  USGS QUAD   -  PAULDEN (1979)
 ET0002
 ET0002                         *CURRENT SURVEY CONTROL
 ET0002  ___________________________________________________________________
 ET0002* NAD 83(1986)-  34 58 17.     (N)    112 23 12.     (W)     SCALED    
 ET0002* NAVD 88     -      1417.95   (+/-2cm)    4652.1    (feet)  VERTCON   
 ET0002  ___________________________________________________________________
 ET0002  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 ET0002  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0002
 ET0002.The horizontal coordinates were scaled from a topographic map and have
 ET0002.an estimated accuracy of +/- 6 seconds.
 ET0002
 ET0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0002.The vertical order pertains to the NGVD 29 superseded value.
 ET0002
 ET0002.The geoid height was determined by GEOID03.
 ET0002
 ET0002;                    North         East    Units  Estimated Accuracy
 ET0002;SPC AZ C     -   440,500.      170,440.      MT  (+/- 180 meters Scaled)
 ET0002
 ET0002                          SUPERSEDED SURVEY CONTROL
 ET0002
 ET0002  NGVD 29 (??/??/92) 1417.136  (m)         4649.39   (f) ADJ UNCH    1 2
 ET0002
 ET0002.Superseded values are not recommended for survey control.
 ET0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0002.See file dsdata.txt to determine how the superseded data were derived.
 ET0002
 ET0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD734707(NAD 83)
 ET0002_MARKER: P = PIPE CAP
 ET0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0002_STAMPING: 23
 ET0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0002
 ET0002  HISTORY     - Date     Condition        Report By
 ET0002  HISTORY     - UNK      MONUMENTED       USGS
 ET0002  HISTORY     - 1933     GOOD             NGS
 ET0002
 ET0002                          STATION DESCRIPTION
 ET0002
 ET0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0002'1.0 MI S FROM CEDER GLADE.
 ET0002'ABOUT 1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0002'FROM DRAKE, YAVAPAI COUNTY, ABOUT 0.3 MILE SOUTH OF A LIMEKILN, ABOUT
 ET0002'15 RAILS NORTH OF CULVERT A 23 LOCATED EAST OF THE PUNTENNEY SERVICE
 ET0002'STATION, NEAR A RAILREST AT THE NORTH END OF A FILL, AND 70 FEET
 ET0002'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 ET0002'SURVEY STANDARD CAP, STAMPED 23 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 ET0002'IRON PIPE PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1611 ***********************************************************************
 DV1611  DESIGNATION -  23 A
 DV1611  PID         -  DV1611
 DV1611  STATE/COUNTY-  AZ/LA PAZ
 DV1611  USGS QUAD   -  HOPE SE (1990)
 DV1611
 DV1611                         *CURRENT SURVEY CONTROL
 DV1611  ___________________________________________________________________
 DV1611* NAD 83(1986)-  33 36 26.     (N)    113 37 11.     (W)     SCALED    
 DV1611* NAVD 88     -       429.54   (+/-2cm)    1409.2    (feet)  VERTCON   
 DV1611  ___________________________________________________________________
 DV1611  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1611
 DV1611.The horizontal coordinates were scaled from a topographic map and have
 DV1611.an estimated accuracy of +/- 6 seconds.
 DV1611
 DV1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1611.The vertical order pertains to the NGVD 29 superseded value.
 DV1611
 DV1611.The geoid height was determined by GEOID03.
 DV1611
 DV1611;                    North         East    Units  Estimated Accuracy
 DV1611;SPC AZ W     -   289,110.      225,450.      MT  (+/- 180 meters Scaled)
 DV1611
 DV1611                          SUPERSEDED SURVEY CONTROL
 DV1611
 DV1611  NGVD 29 (??/??/92)  428.853  (m)         1407.00   (f) ADJ UNCH    2 0
 DV1611
 DV1611.Superseded values are not recommended for survey control.
 DV1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1611.See file dsdata.txt to determine how the superseded data were derived.
 DV1611
 DV1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC569216(NAD 83)
 DV1611_MARKER: DD = SURVEY DISK
 DV1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1611_STAMPING: 23 A 1962
 DV1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1611+STABILITY: SURFACE MOTION
 DV1611
 DV1611  HISTORY     - Date     Condition        Report By
 DV1611  HISTORY     - 1962     MONUMENTED       AZHD
 DV1611  HISTORY     - 19870204 GOOD             USGS
 DV1611
 DV1611                          STATION DESCRIPTION
 DV1611
 DV1611'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1611'14.3 MI SW FROM SALOME.
 DV1611'0.5 MILE EAST-SOUTHEAST OF STATION SADDLE, AN ARIZONA HIGHWAY
 DV1611'DEPARTMENT DISK STAMPED 23 A 1962, SET IN TOP OF A CONCRETE POST
 DV1611'FLUSH WITH THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF
 DV1611'PROPOSED INTERSTATE HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS
 DV1611'POST.
 DV1611
 DV1611                          STATION RECOVERY (1987)
 DV1611
 DV1611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0813 ***********************************************************************
 FQ0813  DESIGNATION -  23 BKC
 FQ0813  PID         -  FQ0813
 FQ0813  STATE/COUNTY-  AZ/COCONINO
 FQ0813  USGS QUAD   -  WUPATKI SW (1969)
 FQ0813
 FQ0813                         *CURRENT SURVEY CONTROL
 FQ0813  ___________________________________________________________________
 FQ0813* NAD 83(1986)-  35 31 45.     (N)    111 24 53.     (W)     SCALED    
 FQ0813* NAVD 88     -      1638.250  (meters)    5374.83   (feet)  POSTED    
 FQ0813  ___________________________________________________________________
 FQ0813  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FQ0813  DYNAMIC HT  -        1636.130 (meters)    5367.87  (feet)  COMP
 FQ0813  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 FQ0813
 FQ0813  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0813
 FQ0813.The horizontal coordinates were scaled from a topographic map and have
 FQ0813.an estimated accuracy of +/- 6 seconds.
 FQ0813
 FQ0813.The orthometric height was determined by differential leveling
 FQ0813.and adjusted by the  in 1992.
 FQ0813.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0813.rate of 0.0 thru 1.0 mm/km.
 FQ0813
 FQ0813.The geoid height was determined by GEOID03.
 FQ0813
 FQ0813.The dynamic height is computed by dividing the NAVD 88
 FQ0813.geopotential number by the normal gravity value computed on the
 FQ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0813.degrees latitude (g = 980.6199 gals.).
 FQ0813
 FQ0813.The modeled gravity was interpolated from observed gravity values.
 FQ0813
 FQ0813;                    North         East    Units  Estimated Accuracy
 FQ0813;SPC AZ C     -   502,390.      258,880.      MT  (+/- 180 meters Scaled)
 FQ0813
 FQ0813                          SUPERSEDED SURVEY CONTROL
 FQ0813
 FQ0813  NGVD 29 (??/??/92) 1637.37   (m)         5371.9    (f) COMPUTED    2 2
 FQ0813
 FQ0813.Superseded values are not recommended for survey control.
 FQ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0813.See file dsdata.txt to determine how the superseded data were derived.
 FQ0813
 FQ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE624318(NAD 83)
 FQ0813_MARKER: DB = BENCH MARK DISK
 FQ0813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0813_SP_SET: COPPER-CLAD STEEL ROD
 FQ0813_STAMPING: 23 BKC 1968 5372
 FQ0813_MARK LOGO: USGS  
 FQ0813_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0813+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0813
 FQ0813  HISTORY     - Date     Condition        Report By
 FQ0813  HISTORY     - 1968     MONUMENTED       USGS
 FQ0813
 FQ0813                          STATION DESCRIPTION
 FQ0813
 FQ0813'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0813'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0813'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0813'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0813'NATIONAL MONUMENT, THENCE 8.8 MILES EAST ALONG THE MONUMENT ROAD, 54
 FQ0813'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS
 FQ0813'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0813'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1236 ***********************************************************************
 CY1236  DESIGNATION -  23 CAL
 CY1236  PID         -  CY1236
 CY1236  STATE/COUNTY-  AZ/GRAHAM
 CY1236  USGS QUAD   -  STOCKTON PASS (1972)
 CY1236
 CY1236                         *CURRENT SURVEY CONTROL
 CY1236  ___________________________________________________________________
 CY1236* NAD 83(1992)-  32 35 27.15379(N)    109 52 07.77181(W)     ADJUSTED  
 CY1236* NAVD 88     -      1902.0    (meters)    6240.     (feet)  VERTCON   
 CY1236  ___________________________________________________________________
 CY1236  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 CY1236  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CY1236  HORZ ORDER  -  SECOND
 CY1236
 CY1236.The horizontal coordinates were established by classical geodetic methods
 CY1236.and adjusted by the National Geodetic Survey in August 1993.
 CY1236
 CY1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1236
 CY1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1236
 CY1236.The geoid height was determined by GEOID03.
 CY1236
 CY1236;                    North         East     Units Scale Factor Converg.
 CY1236;SPC AZ E     -   176,423.039   241,319.222   MT  0.99990964   +0 09 37.5
 CY1236;SPC AZ E     -   578,815.74    791,729.73   iFT  0.99990964   +0 09 37.5
 CY1236;UTM  12      - 3,606,497.402   606,157.517   MT  0.99973896   +0 36 33.7
 CY1236
 CY1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1236!SPC AZ E     -   0.99970558  x   0.99990964  =   0.99961524
 CY1236!UTM  12      -   0.99970558  x   0.99973896  =   0.99944461
 CY1236
 CY1236|---------------------------------------------------------------------|
 CY1236| PID    Reference Object                     Distance      Geod. Az  |
 CY1236|                                                           dddmmss.s |
 CY1236| CC5909 23 CAL RM 1                           8.436 METERS 07936     |
 CY1236| CC5911 23 CAL RM S                           5.438 METERS 12818     |
 CY1236| CC5910 23 CAL RM 2                           7.307 METERS 18018     |
 CY1236| CY1238 TRIANG PT NO 26 CAIRN               APPROX. 3.5 KM 2522325.4 |
 CY1236| CC5908 23 CAL AZ MK                                       2720900.3 |
 CY1236| CC5912 23 CAL RM W                           6.436 METERS 28846     |
 CY1236|---------------------------------------------------------------------|
 CY1236
 CY1236                          SUPERSEDED SURVEY CONTROL
 CY1236
 CY1236  NAD 83(1986)-  32 35 27.15036(N)    109 52 07.76903(W) AD(       ) 2
 CY1236  NAD 27      -  32 35 26.90500(N)    109 52 05.50900(W) AD(       ) 2
 CY1236  NGVD 29 (07/19/86) 1901.2    (m)         6238.     (f) VERT ANG    3  
 CY1236
 CY1236.Superseded values are not recommended for survey control.
 CY1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1236.See file dsdata.txt to determine how the superseded data were derived.
 CY1236
 CY1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0615806497(NAD 83)
 CY1236_MARKER: DD = SURVEY DISK
 CY1236_SETTING: 66 = SET IN ROCK OUTCROP
 CY1236
 CY1236  HISTORY     - Date     Condition        Report By
 CY1236  HISTORY     - 1946     MONUMENTED       USFS
 CY1236
 CY1236                          STATION DESCRIPTION
 CY1236
 CY1236'DESCRIBED BY US FOREST SERVICE 1946 (CAE)
 CY1236'THE STATION IS LOCATED ON A ROCKY HILL JUST S OF THE STOCKTON
 CY1236'PASS ROAD AT A POINT ABOUT 1 MILE W OF WHERE THE ROAD GOES
 CY1236'THROUGH THE PASS.  IN APPROXIMATE AIRLINE DISTANCES IT IS
 CY1236'LOCATED 23 MILES N OF WILLCOX, 20 MILES SSW OF SAFFORD, AND
 CY1236'6 MILES E OF BONITA.  IT IS WITHIN THE GRAHAM DISTRICT OF
 CY1236'THE CROOK NATIONAL FOREST.
 CY1236'
 CY1236'TO REACH THE STATION FROM THE STORE AND SERVICE STATION AT
 CY1236'BONITA, GO E ON THE STOCKTON PASS ROAD FOR 4 MILES TO THE
 CY1236'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE E ON
 CY1236'THE STOCKTON PASS ROAD FOR 1.8 MILES TO A POINT WHERE THERE
 CY1236'ARE SOME ADOBE RUINS JUST S OFF THE ROAD.  TURN RIGHT OR S
 CY1236'AND GO ABOUT 100 YARDS TO THE RUINS AND THE END OF TRUCK TRAVEL.
 CY1236'FROM HERE PACK UP THE STEEP SLOPE ON THE ORHTER SIDE OF THE
 CY1236'WASH, GOING TO THE HIGHEST POINT ON THE HILL AND THE STATION.
 CY1236'
 CY1236'THE STATION IS A STANDARD DEPARTMENT OF AGRICULTURE U.S. FOREST
 CY1236'SERVICE MARK, STAMPED FT 23-C-A-L 1934, AND SET IN OUTCROPPING
 CY1236'BEDROCK WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  IT IS
 CY1236'LOCATED 28 FEET NW OF THE HIGHEST POINT ON THE HILL.
 CY1236'
 CY1236'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED 23-C-A-L
 CY1236'USFS NO 1 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1236'6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 1 FOOT
 CY1236'BELOW THE STATION AND IS LOCATED E OF THE STATION.
 CY1236'
 CY1236'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED 23-C-A-L
 CY1236'USFS NO 2 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1236'14 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 1 FOOT
 CY1236'LOWER THAN THE STATION AND IS LOCATED S OF THE STATION.
 CY1236'
 CY1236'ONE U.S.F.S. REFERENCE MARK IS AN IRON BOLT IN A DRILL HOLE
 CY1236'IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE
 CY1236'SURROUNDING SURFACE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 CY1236'THERE IS AN ARROW CHISELED IN THE ROCK BETWEEN THE BOLT AND
 CY1236'STATION POINTING TOWARD STATION.  IT IS WNW OF THE STATION.
 CY1236'
 CY1236'ANOTHER U.S.F.S. REFERENCE MARK IS AN IRON BOLT IN A DRILL
 CY1236'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES ABOVE
 CY1236'THE SURROUNDING SURFACE AND IS SLIGHTLY LOWER THAN THE STATION.
 CY1236'THERE IS AN ARROW CHISELED IN THE ROCK BETWEEN THE BOLT AND
 CY1236'THE STATION POINTING TOWARD STATION.  IT IS SE OF THE STATION.
 CY1236'
 CY1236'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED 23-C-A-L USFS
 CY1236'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2-1/2 FEET
 CY1236'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 1-1/2 MILES W
 CY1236'OF THE STATION, 21 FEET S OF THE CENTER OF THE ROAD, AND 8
 CY1236'FEET E OF A 4-INCH SQUARE WHITE WITNESS POST.
 CY1236'
 CY1236'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1711 ***********************************************************************
 CZ1711  DESIGNATION -  23 GWM
 CZ1711  PID         -  CZ1711
 CZ1711  STATE/COUNTY-  AZ/PIMA
 CZ1711  USGS QUAD   -  PEPPERSAUCE WASH (1972)
 CZ1711
 CZ1711                         *CURRENT SURVEY CONTROL
 CZ1711  ___________________________________________________________________
 CZ1711* NAD 83(1992)-  32 30 11.68176(N)    110 37 10.69854(W)     ADJUSTED  
 CZ1711* NAVD 88     -      1183.07   (+/-2cm)    3881.5    (feet)  VERTCON   
 CZ1711  ___________________________________________________________________
 CZ1711  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 CZ1711  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CZ1711  HORZ ORDER  -  THIRD
 CZ1711  VERT ORDER  -  THIRD ? (See Below)
 CZ1711
 CZ1711.The horizontal coordinates were established by classical geodetic methods
 CZ1711.and adjusted by the National Geodetic Survey in August 1993.
 CZ1711
 CZ1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1711.The vertical order pertains to the NGVD 29 superseded value.
 CZ1711
 CZ1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1711
 CZ1711.The geoid height was determined by GEOID03.
 CZ1711
 CZ1711;                    North         East     Units Scale Factor Converg.
 CZ1711;SPC AZ C     -   167,408.241   335,238.374   MT  1.00008312   +0 41 49.3
 CZ1711;SPC AZ C     -   549,239.64  1,099,863.43   iFT  1.00008312   +0 41 49.3
 CZ1711;UTM  12      - 3,596,282.547   535,729.674   MT  0.99961574   +0 12 15.8
 CZ1711
 CZ1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1711!SPC AZ C     -   0.99981867  x   1.00008312  =   0.99990177
 CZ1711!UTM  12      -   0.99981867  x   0.99961574  =   0.99943448
 CZ1711
 CZ1711:                Primary Azimuth Mark                     Grid Az
 CZ1711:SPC AZ C     -  REDINGTON                                093 30 12.7
 CZ1711:UTM  12      -  REDINGTON                                093 59 46.2
 CZ1711
 CZ1711|---------------------------------------------------------------------|
 CZ1711| PID    Reference Object                     Distance      Geod. Az  |
 CZ1711|                                                           dddmmss.s |
 CZ1711| CZ1806 REDINGTON                           APPROX.14.1 KM 0941202.0 |
 CZ1711| CZ1725 23 GWM RM 1 ROCK                     15.965 METERS 15248     |
 CZ1711| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.32.2 KM 1670713.5 |
 CZ1711| CZ1726 23 GWM RM 2 X CROSS                   9.729 METERS 22355     |
 CZ1711|---------------------------------------------------------------------|
 CZ1711
 CZ1711                          SUPERSEDED SURVEY CONTROL
 CZ1711
 CZ1711  NAD 83(1986)-  32 30 11.67953(N)    110 37 10.69654(W) AD(       ) 3
 CZ1711  NGVD 29 (05/20/88) 1182.32   (m)         3879.0    (f) LEVELING    3  
 CZ1711
 CZ1711.Superseded values are not recommended for survey control.
 CZ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1711.See file dsdata.txt to determine how the superseded data were derived.
 CZ1711
 CZ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3573096283(NAD 83)
 CZ1711_MARKER: DD = SURVEY DISK
 CZ1711_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CZ1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1711
 CZ1711  HISTORY     - Date     Condition        Report By
 CZ1711  HISTORY     - 1946     MONUMENTED       USGS
 CZ1711
 CZ1711                          STATION DESCRIPTION
 CZ1711
 CZ1711'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1711'LOCATED ABOUT 15 MI SE. OF ORACLE, ABOUT 3 MI E. OF INTEROCEAN
 CZ1711'RANCH.  ON NORTH SIDE OF LONG RIDGE, 18 FT N. OF CENTERLINE OF
 CZ1711'VERY POOR RANCH RD.
 CZ1711'
 CZ1711'TO REACH FROM ORACLE POST OFFICE, DRIVE 15.9 MI S. ON MT. LEMON
 CZ1711'RD. TO SIDE RD. LEFT.  GO 0.7 MI E. TO INTEROCEAN RANCH AND GATE
 CZ1711'ON RIGHT, GO RIGHT THROUGH GATE ON POOR RD. 3.7 MI TO STATION ON
 CZ1711'LEFT.
 CZ1711'
 CZ1711'STATION MARK--STANDARD BM TABLET STAMPED---3880 GWM 23 1946---, SET
 CZ1711'IN 10 X 10-INCH CONCRETE POST PROJECTING 12 INCHES.
 CZ1711'
 CZ1711'RM 1--POINTED WHITE SQUARE ON ROCK.
 CZ1711'
 CZ1711'RM 2--CHISELED CROSS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0785 ***********************************************************************
 FQ0785  DESIGNATION -  23 HLS
 FQ0785  PID         -  FQ0785
 FQ0785  STATE/COUNTY-  AZ/NAVAJO
 FQ0785  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0785
 FQ0785                         *CURRENT SURVEY CONTROL
 FQ0785  ___________________________________________________________________
 FQ0785* NAD 83(1986)-  35 09 44.     (N)    110 10 56.     (W)     SCALED    
 FQ0785* NAVD 88     -      1603.589  (meters)    5261.11   (feet)  ADJUSTED  
 FQ0785  ___________________________________________________________________
 FQ0785  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0785  DYNAMIC HT  -        1601.442 (meters)    5254.06  (feet)  COMP
 FQ0785  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 FQ0785
 FQ0785  VERT ORDER  -  THIRD
 FQ0785
 FQ0785.The horizontal coordinates were scaled from a topographic map and have
 FQ0785.an estimated accuracy of +/- 6 seconds.
 FQ0785
 FQ0785.The orthometric height was determined by differential leveling
 FQ0785.and adjusted in June 1991.
 FQ0785
 FQ0785.The geoid height was determined by GEOID03.
 FQ0785
 FQ0785.The dynamic height is computed by dividing the NAVD 88
 FQ0785.geopotential number by the normal gravity value computed on the
 FQ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0785.degrees latitude (g = 980.6199 gals.).
 FQ0785
 FQ0785.The modeled gravity was interpolated from observed gravity values.
 FQ0785
 FQ0785;                    North         East    Units  Estimated Accuracy
 FQ0785;SPC AZ E     -   461,570.      211,940.      MT  (+/- 180 meters Scaled)
 FQ0785
 FQ0785                          SUPERSEDED SURVEY CONTROL
 FQ0785
 FQ0785.No superseded survey control is available for this station.
 FQ0785
 FQ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD744913(NAD 83)
 FQ0785_MARKER: DB = BENCH MARK DISK
 FQ0785_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0785_SP_SET: COPPER-CLAD STEEL ROD
 FQ0785_STAMPING: 23 HLS 1970 5258
 FQ0785_MARK LOGO: USGS  
 FQ0785_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0785+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0785
 FQ0785  HISTORY     - Date     Condition        Report By
 FQ0785  HISTORY     - 1970     MONUMENTED       USGS
 FQ0785
 FQ0785                          STATION DESCRIPTION
 FQ0785
 FQ0785'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0785'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0785'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0785'HIGHWAY 77, THENCE 6.0 MILES WEST ALONG A ROAD TO THE JUNCTION OF A
 FQ0785'TRACK ROAD SOUTH, 46 FEET SOUTH AND 138 FEET EAST OF THE CENTER OF
 FQ0785'THE ROAD AT THE TRACK ROAD SOUTH, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0785'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1229 ***********************************************************************
 CY1229  DESIGNATION -  23 RS
 CY1229  PID         -  CY1229
 CY1229  STATE/COUNTY-  AZ/GRAHAM
 CY1229  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1229
 CY1229                         *CURRENT SURVEY CONTROL
 CY1229  ___________________________________________________________________
 CY1229* NAD 83(1992)-  32 37 07.35055(N)    109 37 51.75430(W)     ADJUSTED  
 CY1229* NAVD 88     -      1108.56   (+/-2cm)    3637.0    (feet)  VERTCON   
 CY1229  ___________________________________________________________________
 CY1229  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CY1229  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY1229  HORZ ORDER  -  FIRST
 CY1229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1229
 CY1229.The horizontal coordinates were established by classical geodetic methods
 CY1229.and adjusted by the National Geodetic Survey in August 1993.
 CY1229
 CY1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1229.The vertical order pertains to the NGVD 29 superseded value.
 CY1229
 CY1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1229
 CY1229.The geoid height was determined by GEOID03.
 CY1229
 CY1229;                    North         East     Units Scale Factor Converg.
 CY1229;SPC AZ E     -   179,596.784   263,625.241   MT  0.99993115   +0 17 19.4
 CY1229;SPC AZ E     -   589,228.29    864,912.21   iFT  0.99993115   +0 17 19.4
 CY1229;UTM  12      - 3,609,845.392   628,434.650   MT  0.99980340   +0 44 16.9
 CY1229
 CY1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1229!SPC AZ E     -   0.99983021  x   0.99993115  =   0.99976137
 CY1229!UTM  12      -   0.99983021  x   0.99980340  =   0.99963364
 CY1229
 CY1229:                Primary Azimuth Mark                     Grid Az
 CY1229:SPC AZ E     -  23 RS AZ MK                              081 50 32.2
 CY1229:UTM  12      -  23 RS AZ MK                              081 23 34.7
 CY1229
 CY1229|---------------------------------------------------------------------|
 CY1229| PID    Reference Object                     Distance      Geod. Az  |
 CY1229|                                                           dddmmss.s |
 CY1229| CC5995 23 RS AZ MK                                        0820751.6 |
 CY1229| CC5996 23 RS RM 1                           22.237 METERS 08330     |
 CY1229| CY1100 BADGER WM WINDMILL SE               APPROX.17.4 KM 1245522.6 |
 CY1229| CC5997 23 RS RM 2                           23.236 METERS 16721     |
 CY1229|---------------------------------------------------------------------|
 CY1229
 CY1229                          SUPERSEDED SURVEY CONTROL
 CY1229
 CY1229  NAD 83(1986)-  32 37 07.34540(N)    109 37 51.74984(W) AD(       ) 1
 CY1229  NAD 27      -  32 37 07.10500(N)    109 37 49.48100(W) AD(       ) 1
 CY1229  NGVD 29 (??/??/92) 1107.86   (m)         3634.7    (f) COMPUTED    2 0
 CY1229
 CY1229.Superseded values are not recommended for survey control.
 CY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1229.See file dsdata.txt to determine how the superseded data were derived.
 CY1229
 CY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2843509845(NAD 83)
 CY1229_MARKER: DS = TRIANGULATION STATION DISK
 CY1229_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1229_SP_SET: PREFAB CONC. POST IN EARTH
 CY1229_STAMPING: 23 RS 1941 3635
 CY1229_MARK LOGO: USGS  
 CY1229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1229+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1972
 CY1229
 CY1229  HISTORY     - Date     Condition        Report By
 CY1229  HISTORY     - 1941     MONUMENTED       USGS
 CY1229  HISTORY     - 1945     GOOD             USGS
 CY1229  HISTORY     - 19720923 GOOD             USGS
 CY1229
 CY1229                          STATION DESCRIPTION
 CY1229
 CY1229'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1229'STATION IS LOCATED ABOUT 15-1/2 MILES (AIR LINE) SSE OF SAFFORD,
 CY1229'ABOUT 5-1/2 MILES W OF TANQUE, AND ABOUT 3-1/2 MILES E OF U.S.
 CY1229'HIGHWAY 666.  IT IS ON THE ROLLING OPEN LAND OF THE SAN SIMON
 CY1229'VALLEY JUST S OF THE TANQUE ROAD.
 CY1229'
 CY1229'TO REACH THE STATION FROM THE BUENA VISTA HOTEL IN SAFFORD, GO
 CY1229'S AND E ON U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION OF U.S.
 CY1229'HIGHWAYS 70 AND 666.  TURN RIGHT ON HIGHWAY 666 AND GO S FOR
 CY1229'7.1 MILES TO THE SWIFT TRAIL JUNCTION.  CONTINUE STRAIGHT AHEAD
 CY1229'ON HIGHWAY 666 FOR 8.9 MILES TO THE TANQUE ROAD TURNING OFF TO
 CY1229'THE LEFT AT THE SIGN TANQUE 10 MI.  TURN LEFT OFF HIGHWAY 666
 CY1229'AND GO E FOR 1.7 MILES TO A T-ROAD TO THE RIGHT.  CONTINUE
 CY1229'STRAIGHT AHEAD ON THE MAIN ROAD FOR 2.0 MILES TO A CATTLE
 CY1229'GUARD AND STATION WHICH IS 51-1/2 FEET S OF THE CENTER OF THE
 CY1229'CATTLE GUARD.  A ROAD TURNS OFF TO THE S ON THE W SIDE OF
 CY1229'THE CATTLE GUARD.
 CY1229'
 CY1229'THE STATION IS 51-1/2 FEET S OF THE CENTER OF THE CATTLE
 CY1229'GUARD (WHERE THE TANQUE ROAD CROSSES THE FENCE LINE), 44 FEET
 CY1229'ESE OF THE CENTER OF THE MOST E FORK OF THE ROAD TURNING OFF TO
 CY1229'THE S, 24 FEET SSW OF A 4 INCH SQUARE WHITE WITNESS POST,
 CY1229'AND 1-3/4 FEET E OF A N-S FENCE.  IT IS MARKED BY A STANDARD U.S.
 CY1229'GEOLOGICAL SURVEY BENCH-MARK DISK STAMPED 23RS 3635 1941 AND
 CY1229'SET IN CONCRETE IN THE TOP OF A 6-INCH PIPE WHICH PROJECTS
 CY1229'6 INCHES ABOVE THE GROUND.
 CY1229'
 CY1229'REFERENCE MARK 1 IS E OF THE STATION AND ABOUT THE SAME LEVEL.
 CY1229'IT IS A BRONZE REFERENCE DISK STAMPED BM 23RS NO 1 1945 USGS
 CY1229'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 CY1229'ABOVE THE GROUND.
 CY1229'
 CY1229'REFERENCE MARK 2 IS SSE OF THE STATION AND AT ABOUT THE SAME
 CY1229'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED BM 23RS NO 2
 CY1229'1945 USGS AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CY1229'2 INCHES ABOVE THE GROUND.
 CY1229'
 CY1229'AZIMUTH MARK IS 0.35 MILE E OF THE STATION, 97 FEET S OF THE
 CY1229'CENTER OF THE ROAD GOING TO TANQUE, AND 5 FEET WSW OF A 4
 CY1229'INCH SQUARE WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK
 CY1229'STAMPED BM 23RS USGS 1945 AND SET IN A SQUARE CONCRETE POST
 CY1229'WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CY1229
 CY1229                          STATION RECOVERY (1972)
 CY1229
 CY1229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CY1229'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1229'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 3.8
 CY1229'MILES EAST ALONG A DIRT ROAD, AT A CATTLEGUARD, 52 FEET SOUTH AND
 CY1229'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 CY1229'WITNESS POST, 2 FEET EAST OF A NORTH-SOUTH FENCE, IN A CONCRETE POST
 CY1229'PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0107 ***********************************************************************
 FS0107  DESIGNATION -  2302.34
 FS0107  PID         -  FS0107
 FS0107  STATE/COUNTY-  AZ/MOHAVE
 FS0107  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0107
 FS0107                         *CURRENT SURVEY CONTROL
 FS0107  ___________________________________________________________________
 FS0107* NAD 83(1986)-  35 47 20.     (N)    114 31 31.     (W)     SCALED    
 FS0107* NAVD 88     -       701.918  (meters)    2302.88   (feet)  POSTED    
 FS0107  ___________________________________________________________________
 FS0107  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0107  DYNAMIC HT  -         701.190 (meters)    2300.49  (feet)  COMP
 FS0107  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 FS0107
 FS0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0107
 FS0107.The horizontal coordinates were scaled from a topographic map and have
 FS0107.an estimated accuracy of +/- 6 seconds.
 FS0107
 FS0107.The orthometric height was determined by differential leveling
 FS0107.and adjusted by the  in 1992.
 FS0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0107.rate of 0.0 thru 1.0 mm/km.
 FS0107
 FS0107.The geoid height was determined by GEOID03.
 FS0107
 FS0107.The dynamic height is computed by dividing the NAVD 88
 FS0107.geopotential number by the normal gravity value computed on the
 FS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0107.degrees latitude (g = 980.6199 gals.).
 FS0107
 FS0107.The modeled gravity was interpolated from observed gravity values.
 FS0107
 FS0107;                    North         East    Units  Estimated Accuracy
 FS0107;SPC AZ W     -   531,390.      143,280.      MT  (+/- 180 meters Scaled)
 FS0107
 FS0107                          SUPERSEDED SURVEY CONTROL
 FS0107
 FS0107  NGVD 29 (??/??/92)  701.245  (m)         2300.67   (f) ADJ UNCH    1 1
 FS0107
 FS0107.Superseded values are not recommended for survey control.
 FS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0107.See file dsdata.txt to determine how the superseded data were derived.
 FS0107
 FS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV236633(NAD 83)
 FS0107_MARKER: DD = SURVEY DISK
 FS0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0107_SP_SET: CULVERT
 FS0107_STAMPING: 2302.34
 FS0107_MARK LOGO: BPR   
 FS0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0107
 FS0107  HISTORY     - Date     Condition        Report By
 FS0107  HISTORY     - UNK      MONUMENTED       BPR
 FS0107  HISTORY     - 1950     GOOD             NGS
 FS0107  HISTORY     - 1982     GOOD             NGS
 FS0107
 FS0107                          STATION DESCRIPTION
 FS0107
 FS0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0107'21.7 MI SE FROM HOOVER DAM.
 FS0107'21.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 93, FROM THE SOUTHEAST
 FS0107'(ARIZONA) END OF HOOVER DAM, AT A 3- BY 6-FOOT CONCRETE BOX
 FS0107'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 FS0107'HEAD WALL, 14.4 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0107'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0107
 FS0107                          STATION RECOVERY (1982)
 FS0107
 FS0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0130 ***********************************************************************
 CZ0130  DESIGNATION -  2305.61
 CZ0130  PID         -  CZ0130
 CZ0130  STATE/COUNTY-  AZ/PIMA
 CZ0130  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0130
 CZ0130                         *CURRENT SURVEY CONTROL
 CZ0130  ___________________________________________________________________
 CZ0130* NAD 83(1986)-  32 17 37.     (N)    110 58 46.     (W)     SCALED    
 CZ0130* NAVD 88     -       703.17   (+/-2cm)    2307.0    (feet)  VERTCON   
 CZ0130  ___________________________________________________________________
 CZ0130  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ0130  VERT ORDER  -  ? (See Below)
 CZ0130
 CZ0130.The horizontal coordinates were scaled from a topographic map and have
 CZ0130.an estimated accuracy of +/- 6 seconds.
 CZ0130
 CZ0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0130.The vertical order pertains to the NGVD 29 superseded value.
 CZ0130
 CZ0130.The geoid height was determined by GEOID03.
 CZ0130
 CZ0130;                    North         East    Units  Estimated Accuracy
 CZ0130;SPC AZ C     -   143,810.      301,630.      MT  (+/- 180 meters Scaled)
 CZ0130
 CZ0130                          SUPERSEDED SURVEY CONTROL
 CZ0130
 CZ0130  NGVD 29 (??/??/92)  702.495  (m)         2304.77   (f) ADJ UNCH    ?  
 CZ0130
 CZ0130.Superseded values are not recommended for survey control.
 CZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0130.See file dsdata.txt to determine how the superseded data were derived.
 CZ0130
 CZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019729(NAD 83)
 CZ0130_MARKER: DD = SURVEY DISK
 CZ0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0130_SP_SET: CONCRETE BASE
 CZ0130_STAMPING: 2305.61 199+90
 CZ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0130
 CZ0130  HISTORY     - Date     Condition        Report By
 CZ0130  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0130  HISTORY     - 1962     GOOD             NGS
 CZ0130  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0130
 CZ0130                          STATION DESCRIPTION
 CZ0130
 CZ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0130'5.3 MI N FROM TUCSON.
 CZ0130'5.3 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TUCSON,
 CZ0130'PIMA COUNTY, 20 FEET SOUTH OF THE SOUTH END OF THE BRIDGE OVER RILLITO
 CZ0130'CREEK, AT A F A P SIGN, AND IN THE TOP OF THE CONCRETE BASE. AN
 CZ0130'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 2305.61
 CZ0130'199+90.
 CZ0130
 CZ0130                          STATION RECOVERY (1975)
 CZ0130
 CZ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0145 ***********************************************************************
 DB0145  DESIGNATION -  231.614
 DB0145  PID         -  DB0145
 DB0145  STATE/COUNTY-  AZ/YUMA
 DB0145  USGS QUAD   -  WELLTON (1982)
 DB0145
 DB0145                         *CURRENT SURVEY CONTROL
 DB0145  ___________________________________________________________________
 DB0145* NAD 83(1986)-  32 39 33.     (N)    114 12 45.     (W)     SCALED    
 DB0145* NAVD 88     -        71.23   (+/-2cm)     233.7    (feet)  VERTCON   
 DB0145  ___________________________________________________________________
 DB0145  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DB0145  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0145
 DB0145.The horizontal coordinates were scaled from a topographic map and have
 DB0145.an estimated accuracy of +/- 6 seconds.
 DB0145
 DB0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0145.The vertical order pertains to the NGVD 29 superseded value.
 DB0145
 DB0145.The geoid height was determined by GEOID03.
 DB0145
 DB0145;                    North         East    Units  Estimated Accuracy
 DB0145;SPC AZ W     -   184,060.      169,980.      MT  (+/- 180 meters Scaled)
 DB0145
 DB0145                          SUPERSEDED SURVEY CONTROL
 DB0145
 DB0145  NGVD 29 (??/??/??)   70.592  (m)          231.60   (f) ADJUSTED    1 2
 DB0145
 DB0145.Superseded values are not recommended for survey control.
 DB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0145.See file dsdata.txt to determine how the superseded data were derived.
 DB0145
 DB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS614169(NAD 83)
 DB0145_MARKER: P = PIPE CAP
 DB0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0145_STAMPING: 231.614
 DB0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0145
 DB0145  HISTORY     - Date     Condition        Report By
 DB0145  HISTORY     - UNK      MONUMENTED       USGS
 DB0145  HISTORY     - 1960     GOOD             NGS
 DB0145  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0145  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0145
 DB0145                          STATION DESCRIPTION
 DB0145
 DB0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0145'4.5 MI W FROM WELLTON.
 DB0145'4.5 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0145'STATION AT WELLTON, YUMA COUNTY, 1/2 MILE EAST OF MILEPOST 765,
 DB0145'10-3/4 RAILS WEST OF SEMAPHORE 7658, 4 RAILS EAST OF CULVERT
 DB0145'765.47, 46 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1
 DB0145'FOOT LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 DB0145'STANDARD CAP, STAMPED 231.614 AND RIVETED ON THE TOP OF A
 DB0145'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 DB0145
 DB0145                          STATION RECOVERY (1981)
 DB0145
 DB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0145'SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 DB0145
 DB0145                          STATION RECOVERY (1981)
 DB0145
 DB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0145'SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0106 ***********************************************************************
 FS0106  DESIGNATION -  2320.77
 FS0106  PID         -  FS0106
 FS0106  STATE/COUNTY-  AZ/MOHAVE
 FS0106  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0106
 FS0106                         *CURRENT SURVEY CONTROL
 FS0106  ___________________________________________________________________
 FS0106* NAD 83(1986)-  35 47 48.     (N)    114 31 57.     (W)     SCALED    
 FS0106* NAVD 88     -       707.504  (meters)    2321.20   (feet)  POSTED    
 FS0106  ___________________________________________________________________
 FS0106  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0106  DYNAMIC HT  -         706.770 (meters)    2318.79  (feet)  COMP
 FS0106  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 FS0106
 FS0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0106
 FS0106.The horizontal coordinates were scaled from a topographic map and have
 FS0106.an estimated accuracy of +/- 6 seconds.
 FS0106
 FS0106.The orthometric height was determined by differential leveling
 FS0106.and adjusted by the  in 1992.
 FS0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0106.rate of 0.0 thru 1.0 mm/km.
 FS0106
 FS0106.The geoid height was determined by GEOID03.
 FS0106
 FS0106.The dynamic height is computed by dividing the NAVD 88
 FS0106.geopotential number by the normal gravity value computed on the
 FS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0106.degrees latitude (g = 980.6199 gals.).
 FS0106
 FS0106.The modeled gravity was interpolated from observed gravity values.
 FS0106
 FS0106;                    North         East    Units  Estimated Accuracy
 FS0106;SPC AZ W     -   532,250.      142,630.      MT  (+/- 180 meters Scaled)
 FS0106
 FS0106                          SUPERSEDED SURVEY CONTROL
 FS0106
 FS0106  NGVD 29 (??/??/92)  706.830  (m)         2318.99   (f) ADJ UNCH    1 1
 FS0106
 FS0106.Superseded values are not recommended for survey control.
 FS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0106.See file dsdata.txt to determine how the superseded data were derived.
 FS0106
 FS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV229642(NAD 83)
 FS0106_MARKER: DD = SURVEY DISK
 FS0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0106_SP_SET: CULVERT
 FS0106_STAMPING: 2320.77
 FS0106_MARK LOGO: BPR   
 FS0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0106
 FS0106  HISTORY     - Date     Condition        Report By
 FS0106  HISTORY     - UNK      MONUMENTED       BPR
 FS0106  HISTORY     - 1950     GOOD             NGS
 FS0106  HISTORY     - 1982     GOOD             NGS
 FS0106
 FS0106                          STATION DESCRIPTION
 FS0106
 FS0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0106'21 MI SE FROM HOOVER DAM.
 FS0106'21.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0106'(ARIZONA) END OF HOOVER DAM, 130 FEET EAST OF AND ACROSS THE
 FS0106'HIGHWAY FROM MILEPOST 21, AT A 24-INCH CORRUGATED METAL PIPE
 FS0106'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 FS0106'HEAD WALL, 18.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0106'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 FS0106
 FS0106                          STATION RECOVERY (1982)
 FS0106
 FS0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0518 ***********************************************************************
 FS0518  DESIGNATION -  2324.79
 FS0518  PID         -  FS0518
 FS0518  STATE/COUNTY-  AZ/MOHAVE
 FS0518  USGS QUAD   -  KINGMAN SW (1983)
 FS0518
 FS0518                         *CURRENT SURVEY CONTROL
 FS0518  ___________________________________________________________________
 FS0518* NAD 83(1986)-  35 00 09.     (N)    114 08 08.     (W)     SCALED    
 FS0518* NAVD 88     -       709.298  (meters)    2327.09   (feet)  ADJUSTED  
 FS0518  ___________________________________________________________________
 FS0518  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FS0518  DYNAMIC HT  -         708.491 (meters)    2324.44  (feet)  COMP
 FS0518  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 FS0518  OBS GRAVITY -     979,474.5   (mgal)                       GRAV_OBS
 FS0518
 FS0518  VERT ORDER  -  FIRST     CLASS II
 FS0518
 FS0518.The horizontal coordinates were scaled from a topographic map and have
 FS0518.an estimated accuracy of +/- 6 seconds.
 FS0518
 FS0518.The orthometric height was determined by differential leveling
 FS0518.and adjusted in June 1991.
 FS0518
 FS0518.The geoid height was determined by GEOID03.
 FS0518
 FS0518.The dynamic height is computed by dividing the NAVD 88
 FS0518.geopotential number by the normal gravity value computed on the
 FS0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0518.degrees latitude (g = 980.6199 gals.).
 FS0518
 FS0518.The modeled gravity was interpolated from observed gravity values.
 FS0518.The observed gravity was obtained from relative gravimeter ties
 FS0518.to the IGSN71 gravity network.
 FS0518
 FS0518;                    North         East    Units  Estimated Accuracy
 FS0518;SPC AZ W     -   443,930.      178,170.      MT  (+/- 180 meters Scaled)
 FS0518
 FS0518                          SUPERSEDED SURVEY CONTROL
 FS0518
 FS0518.No superseded survey control is available for this station.
 FS0518
 FS0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614770(NAD 83)
 FS0518_MARKER: DD = SURVEY DISK
 FS0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0518_SP_SET: BRIDGE
 FS0518_STAMPING: 2324.79 1833X79 1951
 FS0518_MARK LOGO: AZHD  
 FS0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0518
 FS0518  HISTORY     - Date     Condition        Report By
 FS0518  HISTORY     - 1951     MONUMENTED       AZHD
 FS0518  HISTORY     - 1961     GOOD             NGS
 FS0518  HISTORY     - 1981     GOOD             NGS
 FS0518
 FS0518                          STATION DESCRIPTION
 FS0518
 FS0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0518'14.8 MI SSW FROM KINGMAN.
 FS0518'ABOUT 14.8 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0518'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0518'ABOUT 0.2 MILES SOUTH OF MILE POST 35, SET IN THE TOP OF THE
 FS0518'NORTH END OF THE EAST CURB OF A 130 FOOT CONCRETE BRIDGE, 15 FEET
 FS0518'EAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT
 FS0518'ABOVE THE LEVEL OF THE HIGHWAY.
 FS0518
 FS0518                          STATION RECOVERY (1981)
 FS0518
 FS0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0518'16.15 KM (10.05 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 FS0518'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT A BRIDGE OVER
 FS0518'BLACK ROCK WASH, IN TOP OF THE NORTH END OF THE EAST CURBING, 0.25 KM
 FS0518'(0.15 MI) SOUTH OF MILE POST 35, 4.6 METERS (15 FT) EAST OF THE
 FS0518'CENTERLINE OF THE EAST LANES.
 FS0518'THE MARK IS 0.3 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0100 ***********************************************************************
 FS0100  DESIGNATION -  2335.52
 FS0100  PID         -  FS0100
 FS0100  STATE/COUNTY-  AZ/MOHAVE
 FS0100  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0100
 FS0100                         *CURRENT SURVEY CONTROL
 FS0100  ___________________________________________________________________
 FS0100* NAD 83(1986)-  35 48 20.     (N)    114 32 22.     (W)     SCALED    
 FS0100* NAVD 88     -       712.018  (meters)    2336.01   (feet)  POSTED    
 FS0100  ___________________________________________________________________
 FS0100  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0100  DYNAMIC HT  -         711.280 (meters)    2333.59  (feet)  COMP
 FS0100  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 FS0100
 FS0100  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0100
 FS0100.The horizontal coordinates were scaled from a topographic map and have
 FS0100.an estimated accuracy of +/- 6 seconds.
 FS0100
 FS0100.The orthometric height was determined by differential leveling
 FS0100.and adjusted by the  in 1992.
 FS0100.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0100.rate of 2.1 thru 3.0 mm/km.
 FS0100
 FS0100.The geoid height was determined by GEOID03.
 FS0100
 FS0100.The dynamic height is computed by dividing the NAVD 88
 FS0100.geopotential number by the normal gravity value computed on the
 FS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0100.degrees latitude (g = 980.6199 gals.).
 FS0100
 FS0100.The modeled gravity was interpolated from observed gravity values.
 FS0100
 FS0100;                    North         East    Units  Estimated Accuracy
 FS0100;SPC AZ W     -   533,250.      142,010.      MT  (+/- 180 meters Scaled)
 FS0100
 FS0100                          SUPERSEDED SURVEY CONTROL
 FS0100
 FS0100  NGVD 29 (??/??/92)  711.284  (m)         2333.60   (f) ADJ UNCH    1 1
 FS0100
 FS0100.Superseded values are not recommended for survey control.
 FS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0100.See file dsdata.txt to determine how the superseded data were derived.
 FS0100
 FS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV223651(NAD 83)
 FS0100_MARKER: P = PIPE CAP
 FS0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0100_STAMPING: 2335.52 1833 1506 1833 1530 1935
 FS0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0100
 FS0100  HISTORY     - Date     Condition        Report By
 FS0100  HISTORY     - 1935     MONUMENTED       BPR
 FS0100  HISTORY     - 1950     GOOD             NGS
 FS0100  HISTORY     - 1963     GOOD             NGS
 FS0100  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0100
 FS0100                          STATION DESCRIPTION
 FS0100
 FS0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0100'20.4 MI SE FROM HOOVER DAM.
 FS0100'20.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0100'(ARIZONA) END OF HOOVER DAM, ON THE TOP OF THE NORTHEAST BANK OF
 FS0100'A SHALLOW THROUGH CUT, DIRECTLY ACROSS THE HIGHWAY FROM BM
 FS0100'2338.24 (BPR  ), 110 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FS0100'OF A DRY WASH, 50.2 FEET NORTHEAST OF THE CENTER LINE OF THE
 FS0100'HIGHWAY, 4 FEET WEST OF A SMALL BOULDER MARKED BY WHITE PAINTED
 FS0100'LETTERS BM, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND SCREWED
 FS0100'ON THE TOP OF A 2 1/2-INCH GALVANIZED PIPE PAINTED WHITE AND
 FS0100'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0100
 FS0100                          STATION RECOVERY (1963)
 FS0100
 FS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0100'RECOVERED IN GOOD CONDITION.
 FS0100
 FS0100                          STATION RECOVERY (1982)
 FS0100
 FS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0100'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0101 ***********************************************************************
 FS0101  DESIGNATION -  2338.24
 FS0101  PID         -  FS0101
 FS0101  STATE/COUNTY-  AZ/MOHAVE
 FS0101  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0101
 FS0101                         *CURRENT SURVEY CONTROL
 FS0101  ___________________________________________________________________
 FS0101* NAD 83(1986)-  35 48 20.     (N)    114 32 27.     (W)     SCALED    
 FS0101* NAVD 88     -       712.844  (meters)    2338.72   (feet)  ADJUSTED  
 FS0101  ___________________________________________________________________
 FS0101  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0101  DYNAMIC HT  -         712.104 (meters)    2336.29  (feet)  COMP
 FS0101  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 FS0101
 FS0101  VERT ORDER  -  FIRST     CLASS I
 FS0101
 FS0101.The horizontal coordinates were scaled from a topographic map and have
 FS0101.an estimated accuracy of +/- 6 seconds.
 FS0101
 FS0101.The orthometric height was determined by differential leveling
 FS0101.and adjusted in June 1991.
 FS0101
 FS0101.The geoid height was determined by GEOID03.
 FS0101
 FS0101.The dynamic height is computed by dividing the NAVD 88
 FS0101.geopotential number by the normal gravity value computed on the
 FS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0101.degrees latitude (g = 980.6199 gals.).
 FS0101
 FS0101.The modeled gravity was interpolated from observed gravity values.
 FS0101
 FS0101;                    North         East    Units  Estimated Accuracy
 FS0101;SPC AZ W     -   533,250.      141,890.      MT  (+/- 180 meters Scaled)
 FS0101
 FS0101                          SUPERSEDED SURVEY CONTROL
 FS0101
 FS0101  NGVD 29 (??/??/92)  712.111  (m)         2336.32   (f) ADJ UNCH    1 1
 FS0101
 FS0101.Superseded values are not recommended for survey control.
 FS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0101.See file dsdata.txt to determine how the superseded data were derived.
 FS0101
 FS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV222651(NAD 83)
 FS0101_MARKER: P = PIPE CAP
 FS0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0101_STAMPING: 2338.24 1833 1506 1833 1530 1935
 FS0101_MARK LOGO: BPR   
 FS0101_PROJECTION: PROJECTING 18 CENTIMETERS
 FS0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0101
 FS0101  HISTORY     - Date     Condition        Report By
 FS0101  HISTORY     - 1935     MONUMENTED       BPR
 FS0101  HISTORY     - 1950     GOOD             NGS
 FS0101  HISTORY     - 1963     GOOD             NGS
 FS0101  HISTORY     - 1982     GOOD             NGS
 FS0101
 FS0101                          STATION DESCRIPTION
 FS0101
 FS0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0101'20.4 MI SE FROM HOOVER DAM.
 FS0101'20.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0101'(ARIZONA) END OF HOOVER DAM, ON THE TOP OF THE SOUTHWEST BANK OF
 FS0101'A SHALLOW THROUGH CUT, ABOUT 50 YARDS NORTHWEST OF THE NORTHWEST
 FS0101'END OF A BORROW PIT, 133 FEET SOUTHEAST OF THE APPROXIMATE
 FS0101'CENTER OF A DRY WASH, 50.0 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0101'THE HIGHWAY, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, 2 FEET
 FS0101'NORTHEAST OF A SMALL LOOSE BOULDER PAINTED WHITE, AND SCREWED
 FS0101'ON THE TOP OF A 2 1/2-INCH GALVANIZED PIPE PAINTED WHITE AND
 FS0101'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0101
 FS0101                          STATION RECOVERY (1963)
 FS0101
 FS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0101'RECOVERED IN GOOD CONDITION.
 FS0101
 FS0101                          STATION RECOVERY (1982)
 FS0101
 FS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0101'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0101'OF HOOVER DAM, 15.2 METERS (50 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FS0101'HIGHWAY, 13.2 METERS (43.5 FT) NORTHEAST OF TRIANGULATION STATION BAR
 FS0101'AZDT.
 FS0101'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1290 ***********************************************************************
 DU1290  DESIGNATION -  2346.61
 DU1290  PID         -  DU1290
 DU1290  STATE/COUNTY-  AZ/GILA
 DU1290  USGS QUAD   -  WINDY HILL (1978)
 DU1290
 DU1290                         *CURRENT SURVEY CONTROL
 DU1290  ___________________________________________________________________
 DU1290* NAD 83(1986)-  33 39 26.     (N)    111 06 38.     (W)     SCALED    
 DU1290* NAVD 88     -       715.876  (meters)    2348.67   (feet)  ADJUSTED  
 DU1290  ___________________________________________________________________
 DU1290  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1290  DYNAMIC HT  -         714.951 (meters)    2345.64  (feet)  COMP
 DU1290  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 DU1290
 DU1290  VERT ORDER  -  FIRST     CLASS II
 DU1290
 DU1290.The horizontal coordinates were scaled from a topographic map and have
 DU1290.an estimated accuracy of +/- 6 seconds.
 DU1290
 DU1290.The orthometric height was determined by differential leveling
 DU1290.and adjusted in June 1991.
 DU1290
 DU1290.The geoid height was determined by GEOID03.
 DU1290
 DU1290.The dynamic height is computed by dividing the NAVD 88
 DU1290.geopotential number by the normal gravity value computed on the
 DU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1290.degrees latitude (g = 980.6199 gals.).
 DU1290
 DU1290.The modeled gravity was interpolated from observed gravity values.
 DU1290
 DU1290;                    North         East    Units  Estimated Accuracy
 DU1290;SPC AZ E     -   295,040.      125,820.      MT  (+/- 180 meters Scaled)
 DU1290
 DU1290                          SUPERSEDED SURVEY CONTROL
 DU1290
 DU1290.No superseded survey control is available for this station.
 DU1290
 DU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC897241(NAD 83)
 DU1290_MARKER: DB = BENCH MARK DISK
 DU1290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1290_SP_SET: CULVERT
 DU1290_STAMPING: 2346.61 196+40 1958
 DU1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1290+STABILITY: SURFACE MOTION
 DU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1290+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1290
 DU1290  HISTORY     - Date     Condition        Report By
 DU1290  HISTORY     - 1958     MONUMENTED       AZHD
 DU1290  HISTORY     - 1979     GOOD             NGS
 DU1290  HISTORY     - 19980701 GOOD             AZDT
 DU1290  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 DU1290  HISTORY     - 20050529 GOOD             USPSQD
 DU1290  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU1290
 DU1290                          STATION DESCRIPTION
 DU1290
 DU1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1290'1.7 MI SE FROM ROOSEVELT.
 DU1290'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1290'THE POST OFFICE IN ROOSEVELT, SET IN THE TOP CENTER OF THE
 DU1290'SOUTH END OF A (20 X 10 FOOT) CONCRETE BOX CULVERT, 24.1
 DU1290'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 6.9 FEET SOUTH OF
 DU1290'A GUARD RAIL.
 DU1290'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1290
 DU1290                          STATION RECOVERY (1998)
 DU1290
 DU1290'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1290'RECOVERED AS DESCRIBED.
 DU1290
 DU1290                          STATION RECOVERY (2004)
 DU1290
 DU1290'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1290'FOUND THE LOCATION BUT NOW REPLACED WITH ADOT CAP.
 DU1290
 DU1290                          STATION RECOVERY (2005)
 DU1290
 DU1290'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1290'RECOVERED AS DESCRIBED. LOCATION IS N33'39'27.2'.  W111'06'40.8'  PER
 DU1290'GPS WGS 84.  MARK IS APPROXIMATELY 15' BELOW HIGHWAY GRADE.  ELEVATION
 DU1290'2219'.  ADOT MARK.
 DU1290' 
 DU1290
 DU1290                          STATION RECOVERY (2007)
 DU1290
 DU1290'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1290'THE CULVERT AT THE DESCRIBED LOCATION IS NOT FROM 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0490 ***********************************************************************
 CY0490  DESIGNATION -  2347+00.45
 CY0490  PID         -  CY0490
 CY0490  STATE/COUNTY-  AZ/COCHISE
 CY0490  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0490
 CY0490                         *CURRENT SURVEY CONTROL
 CY0490  ___________________________________________________________________
 CY0490* NAD 83(1986)-  32 18 47.     (N)    109 47 16.     (W)     SCALED    
 CY0490* NAVD 88     -      1308.14   (+/-2cm)    4291.8    (feet)  VERTCON   
 CY0490  ___________________________________________________________________
 CY0490  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0490
 CY0490.The horizontal coordinates were scaled from a topographic map and have
 CY0490.an estimated accuracy of +/- 6 seconds.
 CY0490
 CY0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0490.The vertical order pertains to the NGVD 29 superseded value.
 CY0490
 CY0490.The geoid height was determined by GEOID03.
 CY0490
 CY0490;                    North         East    Units  Estimated Accuracy
 CY0490;SPC AZ E     -   145,640.      249,040.      MT  (+/- 180 meters Scaled)
 CY0490
 CY0490                          SUPERSEDED SURVEY CONTROL
 CY0490
 CY0490  NGVD 29 (??/??/92) 1307.379  (m)         4289.29   (f) ADJ UNCH    2 0
 CY0490
 CY0490.Superseded values are not recommended for survey control.
 CY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0490.See file dsdata.txt to determine how the superseded data were derived.
 CY0490
 CY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA141757(NAD 83)
 CY0490_MARKER: DD = SURVEY DISK
 CY0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0490_SP_SET: HEADWALL
 CY0490_STAMPING: 2347+00.45 1955
 CY0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0490
 CY0490  HISTORY     - Date     Condition        Report By
 CY0490  HISTORY     - 1955     MONUMENTED       AZHD
 CY0490  HISTORY     - 1960     GOOD             NGS
 CY0490  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0490
 CY0490                          STATION DESCRIPTION
 CY0490
 CY0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0490'5.1 MI NE FROM WILLCOX.
 CY0490'5.1 MILES NORTHEAST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0490'HIGHWAY 86-INTERSTATE HIGHWAY 10, 63.8 FEET EAST OF MILEPOST 333, 1.5
 CY0490'FEET HIGHER THAN HIGHWAY, 22 FEET SOUTH OF CENTERLINE OF EASTBOUND
 CY0490'TRAFFIC LANE, SET IN SOUTH HEADWALL.
 CY0490
 CY0490                          STATION RECOVERY (1979)
 CY0490
 CY0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0490'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  ALL HEADWALLS BETWEEN
 CY0490'DRURY AND OHIO 2 WERE CHECKED AND NO MARK WITH 1955 STAMPING COULD
 CY0490'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0110 ***********************************************************************
 FS0110  DESIGNATION -  2349.93
 FS0110  PID         -  FS0110
 FS0110  STATE/COUNTY-  AZ/MOHAVE
 FS0110  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0110
 FS0110                         *CURRENT SURVEY CONTROL
 FS0110  ___________________________________________________________________
 FS0110* NAD 83(1986)-  35 46 19.     (N)    114 30 51.     (W)     SCALED    
 FS0110* NAVD 88     -       716.417  (meters)    2350.44   (feet)  POSTED    
 FS0110  ___________________________________________________________________
 FS0110  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0110  DYNAMIC HT  -         715.660 (meters)    2347.96  (feet)  COMP
 FS0110  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 FS0110
 FS0110  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0110
 FS0110.The horizontal coordinates were scaled from a topographic map and have
 FS0110.an estimated accuracy of +/- 6 seconds.
 FS0110
 FS0110.The orthometric height was determined by differential leveling
 FS0110.and adjusted by the  in 1992.
 FS0110.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0110.rate of 2.1 thru 3.0 mm/km.
 FS0110
 FS0110.The geoid height was determined by GEOID03.
 FS0110
 FS0110.The dynamic height is computed by dividing the NAVD 88
 FS0110.geopotential number by the normal gravity value computed on the
 FS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0110.degrees latitude (g = 980.6199 gals.).
 FS0110
 FS0110.The modeled gravity was interpolated from observed gravity values.
 FS0110
 FS0110;                    North         East    Units  Estimated Accuracy
 FS0110;SPC AZ W     -   529,500.      144,270.      MT  (+/- 180 meters Scaled)
 FS0110
 FS0110                          SUPERSEDED SURVEY CONTROL
 FS0110
 FS0110  NGVD 29 (??/??/92)  715.742  (m)         2348.23   (f) ADJ UNCH    1 1
 FS0110
 FS0110.Superseded values are not recommended for survey control.
 FS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0110.See file dsdata.txt to determine how the superseded data were derived.
 FS0110
 FS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV247615(NAD 83)
 FS0110_MARKER: DD = SURVEY DISK
 FS0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0110_SP_SET: CULVERT
 FS0110_STAMPING: 2349.93
 FS0110_MARK LOGO: BPR   
 FS0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0110
 FS0110  HISTORY     - Date     Condition        Report By
 FS0110  HISTORY     - UNK      MONUMENTED       BPR
 FS0110  HISTORY     - 1950     GOOD             NGS
 FS0110  HISTORY     - 1982     GOOD             NGS
 FS0110
 FS0110                          STATION DESCRIPTION
 FS0110
 FS0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0110'23 MI SE FROM HOOVER DAM.
 FS0110'23.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0110'(ARIZONA) END OF HOOVER DAM, AT MILEPOST 23, AT A DOUBLE 30-INCH
 FS0110'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0110'CENTER OF THE NORTHEAST CONCRETE HEAD WALL, 18.3 FEET NORTHEAST
 FS0110'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER
 FS0110'THAN THE HIGHWAY.
 FS0110
 FS0110                          STATION RECOVERY (1982)
 FS0110
 FS0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0110'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0380 ***********************************************************************
 DU0380  DESIGNATION -  2355
 DU0380  PID         -  DU0380
 DU0380  STATE/COUNTY-  AZ/GILA
 DU0380  USGS QUAD   -  TONTO BASIN (1964)
 DU0380
 DU0380                         *CURRENT SURVEY CONTROL
 DU0380  ___________________________________________________________________
 DU0380* NAD 83(1986)-  33 52 28.     (N)    111 18 51.     (W)     SCALED    
 DU0380* NAVD 88     -       718.115  (meters)    2356.02   (feet)  ADJUSTED  
 DU0380  ___________________________________________________________________
 DU0380  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DU0380  DYNAMIC HT  -         717.196 (meters)    2353.00  (feet)  COMP
 DU0380  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 DU0380
 DU0380  VERT ORDER  -  FIRST     CLASS II
 DU0380
 DU0380.The horizontal coordinates were scaled from a topographic map and have
 DU0380.an estimated accuracy of +/- 6 seconds.
 DU0380
 DU0380.The orthometric height was determined by differential leveling
 DU0380.and adjusted in June 1991.
 DU0380
 DU0380.The geoid height was determined by GEOID03.
 DU0380
 DU0380.The dynamic height is computed by dividing the NAVD 88
 DU0380.geopotential number by the normal gravity value computed on the
 DU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0380.degrees latitude (g = 980.6199 gals.).
 DU0380
 DU0380.The modeled gravity was interpolated from observed gravity values.
 DU0380
 DU0380;                    North         East    Units  Estimated Accuracy
 DU0380;SPC AZ E     -   319,320.      107,200.      MT  (+/- 180 meters Scaled)
 DU0380
 DU0380                          SUPERSEDED SURVEY CONTROL
 DU0380
 DU0380  NGVD 29 (??/??/92)  717.503  (m)         2354.01   (f) ADJ UNCH    1 2
 DU0380
 DU0380.Superseded values are not recommended for survey control.
 DU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0380.See file dsdata.txt to determine how the superseded data were derived.
 DU0380
 DU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709482(NAD 83)
 DU0380_MARKER: DB = BENCH MARK DISK
 DU0380_SETTING: 80 = SET IN A BOULDER
 DU0380_SP_SET: BOULDER
 DU0380_STAMPING: 2354.008 34
 DU0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0380+STABILITY: SURFACE MOTION
 DU0380
 DU0380  HISTORY     - Date     Condition        Report By
 DU0380  HISTORY     - UNK      MONUMENTED       USGS
 DU0380  HISTORY     - 1934     GOOD             NGS
 DU0380  HISTORY     - 1983     MARK NOT FOUND   NGS
 DU0380  HISTORY     - 20070101 MARK NOT FOUND   GEOCAC
 DU0380
 DU0380                          STATION DESCRIPTION
 DU0380
 DU0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0380'0.2 MI N FROM TONTO BASIN.
 DU0380'0.2 MILE NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0380'GILA COUNTY, 80 YARDS NORTH OF A FENCE CORNER, AT THE FOOT OF A ROCKY
 DU0380'SLOPE, AT THE MOUTH OF A SMALL WASH, 78 FEET WEST OF THE CENTERLINE OF
 DU0380'THE HIGHWAY, IN THE TOP OF A SMALL GRANITE BOULDER, AND 1 FOOT ABOVE
 DU0380'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 DU0380'2354.008 34.
 DU0380
 DU0380                          STATION RECOVERY (1983)
 DU0380
 DU0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0380'NOT RECOVERED.
 DU0380
 DU0380                          STATION RECOVERY (2007)
 DU0380
 DU0380'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0380'EXTENSIVE CONSTRUCTION HAS OCCURRED AT AND AROUND THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0283 ***********************************************************************
 DU0283  DESIGNATION -  2362
 DU0283  PID         -  DU0283
 DU0283  STATE/COUNTY-  AZ/GILA
 DU0283  USGS QUAD   -  HAYDEN (1964)
 DU0283
 DU0283                         *CURRENT SURVEY CONTROL
 DU0283  ___________________________________________________________________
 DU0283* NAD 83(1986)-  33 06 47.     (N)    110 46 45.     (W)     SCALED    
 DU0283* NAVD 88     -       720.53   (+/-2cm)    2363.9    (feet)  VERTCON   
 DU0283  ___________________________________________________________________
 DU0283  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0283
 DU0283.The horizontal coordinates were scaled from a topographic map and have
 DU0283.an estimated accuracy of +/- 6 seconds.
 DU0283
 DU0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0283.The vertical order pertains to the NGVD 29 superseded value.
 DU0283
 DU0283.The geoid height was determined by GEOID03.
 DU0283
 DU0283;                    North         East    Units  Estimated Accuracy
 DU0283;SPC AZ E     -   234,460.      156,200.      MT  (+/- 180 meters Scaled)
 DU0283
 DU0283                          SUPERSEDED SURVEY CONTROL
 DU0283
 DU0283  NGVD 29 (??/??/92)  719.902  (m)         2361.88   (f) ADJ UNCH    2 0
 DU0283
 DU0283.Superseded values are not recommended for survey control.
 DU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0283.See file dsdata.txt to determine how the superseded data were derived.
 DU0283
 DU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB206638(NAD 83)
 DU0283_MARKER: Z = SEE DESCRIPTION
 DU0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0283_SP_SET: RESERVOIR
 DU0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0283
 DU0283  HISTORY     - Date     Condition        Report By
 DU0283  HISTORY     - UNK      MONUMENTED       USGS
 DU0283  HISTORY     - 1933     GOOD             NGS
 DU0283
 DU0283                          STATION DESCRIPTION
 DU0283
 DU0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0283'15.0 MI N FROM WINKELMAN.
 DU0283'15.0 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, ON THE SOUTH
 DU0283'BANK OF DRIPPING SPRINGS WASH, NEAR THE CROSSING OF THE WASH, ON THE
 DU0283'EDGE OF A CONCRETE RESERVOIR, AND 45 FEET SOUTH OF THE CENTER LINE OF
 DU0283'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1411 ***********************************************************************
 CZ1411  DESIGNATION -  2364.78
 CZ1411  PID         -  CZ1411
 CZ1411  STATE/COUNTY-  AZ/PIMA
 CZ1411  USGS QUAD   -  TUCSON (1992)
 CZ1411
 CZ1411                         *CURRENT SURVEY CONTROL
 CZ1411  ___________________________________________________________________
 CZ1411* NAD 83(1986)-  32 13 39.     (N)    110 58 20.     (W)     SCALED    
 CZ1411* NAVD 88     -       721.506  (meters)    2367.14   (feet)  ADJUSTED  
 CZ1411  ___________________________________________________________________
 CZ1411  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1411  DYNAMIC HT  -         720.518 (meters)    2363.90  (feet)  COMP
 CZ1411  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 CZ1411
 CZ1411  VERT ORDER  -  FIRST     CLASS II
 CZ1411
 CZ1411.The horizontal coordinates were scaled from a topographic map and have
 CZ1411.an estimated accuracy of +/- 6 seconds.
 CZ1411
 CZ1411.The orthometric height was determined by differential leveling
 CZ1411.and adjusted in June 1991.
 CZ1411
 CZ1411.The geoid height was determined by GEOID03.
 CZ1411
 CZ1411.The dynamic height is computed by dividing the NAVD 88
 CZ1411.geopotential number by the normal gravity value computed on the
 CZ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1411.degrees latitude (g = 980.6199 gals.).
 CZ1411
 CZ1411.The modeled gravity was interpolated from observed gravity values.
 CZ1411
 CZ1411;                    North         East    Units  Estimated Accuracy
 CZ1411;SPC AZ C     -   136,480.      302,380.      MT  (+/- 180 meters Scaled)
 CZ1411
 CZ1411                          SUPERSEDED SURVEY CONTROL
 CZ1411
 CZ1411.No superseded survey control is available for this station.
 CZ1411
 CZ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA026656(NAD 83)
 CZ1411_MARKER: DD = SURVEY DISK
 CZ1411_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1411_SP_SET: CURB
 CZ1411_STAMPING: ELEV. 2364.78 73
 CZ1411_MARK LOGO: AZHD  
 CZ1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1411+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1411
 CZ1411  HISTORY     - Date     Condition        Report By
 CZ1411  HISTORY     - 1973     MONUMENTED       AZHD
 CZ1411  HISTORY     - 1980     GOOD             NGS
 CZ1411  HISTORY     - 19950223 MARK NOT FOUND   USPSQD
 CZ1411  HISTORY     - 19990304 GOOD             NGS
 CZ1411  HISTORY     - 20060316 GOOD             USPSQD
 CZ1411  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1411
 CZ1411                          STATION DESCRIPTION
 CZ1411
 CZ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1411'IN TUCSON.
 CZ1411'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SIXTH STREET AND
 CZ1411'NORTH STONE AVENUE, IN TOP OF THE SOUTH CURB OF SIXTH STREET,
 CZ1411'7.9 METERS (25.9 FEET) WEST OF THE EXTENDED WEST CURB OF STONE AVENUE
 CZ1411'AND THE CENTER OF THE WEST SIDEWALK LEADING SOUTH UNDER THE RAILROAD.
 CZ1411'THE MARK IS 0.2 M ABOVE SIXTH STREET.
 CZ1411
 CZ1411                          STATION RECOVERY (1995)
 CZ1411
 CZ1411'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1411'MARK NOT FOUND.
 CZ1411
 CZ1411                          STATION RECOVERY (1999)
 CZ1411
 CZ1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1411'IN TUCSON, AT THE INTERSECTION OF 6TH STREET AND STONE AVENUE, IN THE
 CZ1411'CONCRETE CURB ALONG THE SOUTH SIDE OF THE STREET, 12.5 M (41.0 FT)
 CZ1411'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 3.3 M
 CZ1411'(10.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 CZ1411'STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE
 CZ1411'MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
 CZ1411
 CZ1411                          STATION RECOVERY (2006)
 CZ1411
 CZ1411'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1411'RECOVERED AS DESCRIBED.
 CZ1411
 CZ1411                          STATION RECOVERY (2007)
 CZ1411
 CZ1411'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0520 ***********************************************************************
 FS0520  DESIGNATION -  2394.14
 FS0520  PID         -  FS0520
 FS0520  STATE/COUNTY-  AZ/MOHAVE
 FS0520  USGS QUAD   -  KINGMAN SW (1983)
 FS0520
 FS0520                         *CURRENT SURVEY CONTROL
 FS0520  ___________________________________________________________________
 FS0520* NAD 83(1986)-  35 01 27.     (N)    114 07 54.     (W)     SCALED    
 FS0520* NAVD 88     -       730.456  (meters)    2396.50   (feet)  ADJUSTED  
 FS0520  ___________________________________________________________________
 FS0520  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FS0520  DYNAMIC HT  -         729.624 (meters)    2393.77  (feet)  COMP
 FS0520  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 FS0520
 FS0520  VERT ORDER  -  FIRST     CLASS II
 FS0520
 FS0520.The horizontal coordinates were scaled from a topographic map and have
 FS0520.an estimated accuracy of +/- 6 seconds.
 FS0520
 FS0520.The orthometric height was determined by differential leveling
 FS0520.and adjusted in June 1991.
 FS0520
 FS0520.The geoid height was determined by GEOID03.
 FS0520
 FS0520.The dynamic height is computed by dividing the NAVD 88
 FS0520.geopotential number by the normal gravity value computed on the
 FS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0520.degrees latitude (g = 980.6199 gals.).
 FS0520
 FS0520.The modeled gravity was interpolated from observed gravity values.
 FS0520
 FS0520;                    North         East    Units  Estimated Accuracy
 FS0520;SPC AZ W     -   446,340.      178,530.      MT  (+/- 180 meters Scaled)
 FS0520
 FS0520                          SUPERSEDED SURVEY CONTROL
 FS0520
 FS0520.No superseded survey control is available for this station.
 FS0520
 FS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617794(NAD 83)
 FS0520_MARKER: DD = SURVEY DISK
 FS0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0520_SP_SET: CULVERT
 FS0520_STAMPING: 2394.14 1918X1559 1950
 FS0520_MARK LOGO: AZHD  
 FS0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0520
 FS0520  HISTORY     - Date     Condition        Report By
 FS0520  HISTORY     - 1950     MONUMENTED       AZHD
 FS0520  HISTORY     - 1961     GOOD             NGS
 FS0520  HISTORY     - 1981     GOOD             NGS
 FS0520
 FS0520                          STATION DESCRIPTION
 FS0520
 FS0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0520'13.3 MI SSW FROM KINGMAN.
 FS0520'ABOUT 13.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0520'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0520'SET IN THE TOP AND APPROXIMATE CENTER OF A 24 FOOT CONCRETE BOX
 FS0520'CULVERT WITH 2 OPENINGS, 25 FEET EAST OF THE CENTER LINE OF U.S.
 FS0520'HIGHWAY 66 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 FS0520
 FS0520                          STATION RECOVERY (1981)
 FS0520
 FS0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0520'18.6 KM (11.55 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 FS0520'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, IN THE CENTER OF THE
 FS0520'EAST HEADWALL OF A DOUBLE BOX CULVERT, 7.6 METERS (25 FT) EAST OF THE
 FS0520'CENTERLINE OF THE EAST LANES.
 FS0520'THE MARK IS 0.3 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0113 ***********************************************************************
 FS0113  DESIGNATION -  2397.94
 FS0113  PID         -  FS0113
 FS0113  STATE/COUNTY-  AZ/MOHAVE
 FS0113  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0113
 FS0113                         *CURRENT SURVEY CONTROL
 FS0113  ___________________________________________________________________
 FS0113* NAD 83(1986)-  35 45 04.     (N)    114 30 07.     (W)     SCALED    
 FS0113* NAVD 88     -       731.129  (meters)    2398.71   (feet)  POSTED    
 FS0113  ___________________________________________________________________
 FS0113  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0113  DYNAMIC HT  -         730.360 (meters)    2396.19  (feet)  COMP
 FS0113  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 FS0113
 FS0113  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0113
 FS0113.The horizontal coordinates were scaled from a topographic map and have
 FS0113.an estimated accuracy of +/- 6 seconds.
 FS0113
 FS0113.The orthometric height was determined by differential leveling
 FS0113.and adjusted by the  in 1992.
 FS0113.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0113.rate of 0.0 thru 1.0 mm/km.
 FS0113
 FS0113.The geoid height was determined by GEOID03.
 FS0113
 FS0113.The dynamic height is computed by dividing the NAVD 88
 FS0113.geopotential number by the normal gravity value computed on the
 FS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0113.degrees latitude (g = 980.6199 gals.).
 FS0113
 FS0113.The modeled gravity was interpolated from observed gravity values.
 FS0113
 FS0113;                    North         East    Units  Estimated Accuracy
 FS0113;SPC AZ W     -   527,180.      145,350.      MT  (+/- 180 meters Scaled)
 FS0113
 FS0113                          SUPERSEDED SURVEY CONTROL
 FS0113
 FS0113  NGVD 29 (??/??/92)  730.447  (m)         2396.47   (f) ADJ UNCH    1 1
 FS0113
 FS0113.Superseded values are not recommended for survey control.
 FS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0113.See file dsdata.txt to determine how the superseded data were derived.
 FS0113
 FS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV258592(NAD 83)
 FS0113_MARKER: DD = SURVEY DISK
 FS0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0113_SP_SET: CULVERT
 FS0113_STAMPING: 2397.94
 FS0113_MARK LOGO: BPR   
 FS0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0113
 FS0113  HISTORY     - Date     Condition        Report By
 FS0113  HISTORY     - UNK      MONUMENTED       BPR
 FS0113  HISTORY     - 1950     GOOD             NGS
 FS0113  HISTORY     - 1982     GOOD             NGS
 FS0113
 FS0113                          STATION DESCRIPTION
 FS0113
 FS0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0113'24.8 MI SE FROM HOOVER DAM.
 FS0113'24.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0113'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF THE T JUNCTION
 FS0113'OF A GRAVEL ROAD LEADING SOUTHWEST TO POPE MINE, AT A DOUBLE
 FS0113'5- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0113'APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 14.4 FEET
 FS0113'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 FS0113'ABOVE THE HIGHWAY.
 FS0113
 FS0113                          STATION RECOVERY (1982)
 FS0113
 FS0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0113'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0111 ***********************************************************************
 FS0111  DESIGNATION -  2399.80
 FS0111  PID         -  FS0111
 FS0111  STATE/COUNTY-  AZ/MOHAVE
 FS0111  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0111
 FS0111                         *CURRENT SURVEY CONTROL
 FS0111  ___________________________________________________________________
 FS0111* NAD 83(1986)-  35 45 37.     (N)    114 30 29.     (W)     SCALED    
 FS0111* NAVD 88     -       731.692  (meters)    2400.56   (feet)  POSTED    
 FS0111  ___________________________________________________________________
 FS0111  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FS0111  DYNAMIC HT  -         730.920 (meters)    2398.03  (feet)  COMP
 FS0111  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 FS0111
 FS0111  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0111
 FS0111.The horizontal coordinates were scaled from a topographic map and have
 FS0111.an estimated accuracy of +/- 6 seconds.
 FS0111
 FS0111.The orthometric height was determined by differential leveling
 FS0111.and adjusted by the  in 1992.
 FS0111.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0111.rate of 2.1 thru 3.0 mm/km.
 FS0111
 FS0111.The geoid height was determined by GEOID03.
 FS0111
 FS0111.The dynamic height is computed by dividing the NAVD 88
 FS0111.geopotential number by the normal gravity value computed on the
 FS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0111.degrees latitude (g = 980.6199 gals.).
 FS0111
 FS0111.The modeled gravity was interpolated from observed gravity values.
 FS0111
 FS0111;                    North         East    Units  Estimated Accuracy
 FS0111;SPC AZ W     -   528,200.      144,810.      MT  (+/- 180 meters Scaled)
 FS0111
 FS0111                          SUPERSEDED SURVEY CONTROL
 FS0111
 FS0111  NGVD 29 (??/??/92)  731.010  (m)         2398.32   (f) ADJ UNCH    1 1
 FS0111
 FS0111.Superseded values are not recommended for survey control.
 FS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0111.See file dsdata.txt to determine how the superseded data were derived.
 FS0111
 FS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV252602(NAD 83)
 FS0111_MARKER: DD = SURVEY DISK
 FS0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0111_SP_SET: CULVERT
 FS0111_STAMPING: 2399.80
 FS0111_MARK LOGO: BPR   
 FS0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0111
 FS0111  HISTORY     - Date     Condition        Report By
 FS0111  HISTORY     - UNK      MONUMENTED       BPR
 FS0111  HISTORY     - 1950     GOOD             NGS
 FS0111  HISTORY     - 1982     GOOD             NGS
 FS0111
 FS0111                          STATION DESCRIPTION
 FS0111
 FS0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0111'23.9 MI SE FROM HOOVER DAM.
 FS0111'23.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0111'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTHWEST OF MILEPOST
 FS0111'24, AT A DOUBLE 4- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0111'OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 14.2 FEET
 FS0111'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0111'HIGHER THAN THE HIGHWAY.
 FS0111
 FS0111                          STATION RECOVERY (1982)
 FS0111
 FS0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0111'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0580 ***********************************************************************
 CG0580  DESIGNATION -  24 1
 CG0580  PID         -  CG0580
 CG0580  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0580  USGS QUAD   -  AMADO (1981)
 CG0580
 CG0580                         *CURRENT SURVEY CONTROL
 CG0580  ___________________________________________________________________
 CG0580* NAD 83(1992)-  31 38 48.71987(N)    111 04 01.46555(W)     ADJUSTED  
 CG0580* NAVD 88     -      1011.80   (+/-2cm)    3319.5    (feet)  VERTCON   
 CG0580  ___________________________________________________________________
 CG0580  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CG0580  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0580  HORZ ORDER  -  SECOND
 CG0580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0580
 CG0580.The horizontal coordinates were established by classical geodetic methods
 CG0580.and adjusted by the National Geodetic Survey in August 1993.
 CG0580
 CG0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0580.The vertical order pertains to the NGVD 29 superseded value.
 CG0580
 CG0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0580
 CG0580.The geoid height was determined by GEOID03.
 CG0580
 CG0580;                    North         East     Units Scale Factor Converg.
 CG0580;SPC AZ C     -    72,027.670   293,940.146   MT  0.99998006   +0 26 44.8
 CG0580;SPC AZ C     -   236,311.25    964,370.56   iFT  0.99998006   +0 26 44.8
 CG0580;UTM  12      - 3,501,296.565   493,640.362   MT  0.99960050   -0 02 06.7
 CG0580
 CG0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0580!SPC AZ C     -   0.99984580  x   0.99998006  =   0.99982586
 CG0580!UTM  12      -   0.99984580  x   0.99960050  =   0.99944636
 CG0580
 CG0580                          SUPERSEDED SURVEY CONTROL
 CG0580
 CG0580  NAD 83(1986)-  31 38 48.70960(N)    111 04 01.46228(W) AD(       ) 2
 CG0580  NAD 27      -  31 38 48.39440(N)    111 03 59.12600(W) AD(       ) 2
 CG0580  NGVD 29 (??/??/92) 1010.990  (m)         3316.89   (f) ADJ UNCH    2 0
 CG0580
 CG0580.Superseded values are not recommended for survey control.
 CG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0580.See file dsdata.txt to determine how the superseded data were derived.
 CG0580
 CG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9364001297(NAD 83)
 CG0580_MARKER: DD = SURVEY DISK
 CG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0580_STAMPING: 24-1 1960
 CG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0580+STABILITY: SURFACE MOTION
 CG0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0580+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0580
 CG0580  HISTORY     - Date     Condition        Report By
 CG0580  HISTORY     - 1962     MONUMENTED       CGS
 CG0580  HISTORY     - 1962     GOOD             NGS
 CG0580  HISTORY     - 1979     GOOD             USGS
 CG0580  HISTORY     - 20061022 GOOD             GEOCAC
 CG0580
 CG0580                          STATION DESCRIPTION
 CG0580
 CG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0580'THE STATION IS A US ENGINEERS MARK,
 CG0580'A 3-INCH IN DIAMETER BRONZE DISK STAMPED 24 - 1 1960, CEMENTED
 CG0580'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 CG0580'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0580'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CG0580
 CG0580                          STATION RECOVERY (1962)
 CG0580
 CG0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0580'5.9 MI S FROM AMADO.
 CG0580'5.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0580'THENCE 0.85 MILE WEST ALONG AN OILED ROAD, ON THE TOP OF AN EAST-WEST
 CG0580'RIDGE, 15.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST, A STANDARD
 CG0580'USE DISK SET IN THE TOP OF A 8-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 CG0580'INCHES.
 CG0580
 CG0580                          STATION RECOVERY (1979)
 CG0580
 CG0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0580'AMADO POST OFFICE SOUTH 0.1 MILES, THENCE LEFT EAST 0.15 MILES,
 CG0580'THENCE RIGHT SOUTH ON I 19 5.4 MILES AND CHEVAZ SIDING INTERCHANGE,
 CG0580'THENCE RIGHT WEST 0.1 MILES TO FRONTAGE ROAD, THENCE LEFT SOUTH 0.05
 CG0580'MILES THENCE RIGHT SOUTHWEST 0.7 MILES TO END OF ROAD AND FENCE,
 CG0580'THENCE SOUTH ALONG FENCE FOR APPROXIMATELY 300 FEET TO STATION MARK.
 CG0580'SET IN TOP OF A CONCRETE CYLINDER POST.
 CG0580
 CG0580                          STATION RECOVERY (2006)
 CG0580
 CG0580'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0580'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 CG0580'UPDATE TO THE DESCRIPTION   THE MARK IS LOCATED WEST OF A WITNESS
 CG0580'POST.
 CG0580' 
 CG0580'TO REACH THE STATION FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO
 CG0580'SOUTH ON I-19 FOR 5.1 MILES TO THE CHAVEZ SIDING ROAD EXIT. TAKE THE
 CG0580'EXIT AND TURN RIGHT WEST ON CHAVEZ SIDING ROAD TO FRONTAGE ROAD. TURN
 CG0580'LEFT SOUTH ON FRONTAGE ROAD TO THE FIRST ROAD ON THE RIGHT WHICH IS A
 CG0580'PRIVATE ROAD   EL BURRO LANE.
 CG0580'TURN RIGHT WEST AND CROSS THE CATTLE GUARD AND FOLLOW EL BURRO LANE
 CG0580'APPROXIMATELY .5 MILES. THE STATION IS LOCATED ABOUT 200 FEET TO THE
 CG0580'NORTH UP THE LOW HILL. THE OWNER OF EL BURRO LANE CAN BE FOUND ANOTHER
 CG0580'.2 MILES DOWN THE ROAD IN THE BUILDING ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1610 ***********************************************************************
 DV1610  DESIGNATION -  24 A
 DV1610  PID         -  DV1610
 DV1610  STATE/COUNTY-  AZ/LA PAZ
 DV1610  USGS QUAD   -  HOPE SE (1990)
 DV1610
 DV1610                         *CURRENT SURVEY CONTROL
 DV1610  ___________________________________________________________________
 DV1610* NAD 83(1986)-  33 36 21.     (N)    113 36 14.     (W)     SCALED    
 DV1610* NAVD 88     -       426.88   (+/-2cm)    1400.5    (feet)  VERTCON   
 DV1610  ___________________________________________________________________
 DV1610  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1610
 DV1610.The horizontal coordinates were scaled from a topographic map and have
 DV1610.an estimated accuracy of +/- 6 seconds.
 DV1610
 DV1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1610.The vertical order pertains to the NGVD 29 superseded value.
 DV1610
 DV1610.The geoid height was determined by GEOID03.
 DV1610
 DV1610;                    North         East    Units  Estimated Accuracy
 DV1610;SPC AZ W     -   288,960.      226,920.      MT  (+/- 180 meters Scaled)
 DV1610
 DV1610                          SUPERSEDED SURVEY CONTROL
 DV1610
 DV1610  NGVD 29 (??/??/92)  426.197  (m)         1398.28   (f) ADJ UNCH    2 0
 DV1610
 DV1610.Superseded values are not recommended for survey control.
 DV1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1610.See file dsdata.txt to determine how the superseded data were derived.
 DV1610
 DV1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC583214(NAD 83)
 DV1610_MARKER: DD = SURVEY DISK
 DV1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1610_STAMPING: 24 A 1962
 DV1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1610+STABILITY: SURFACE MOTION
 DV1610
 DV1610  HISTORY     - Date     Condition        Report By
 DV1610  HISTORY     - 1962     MONUMENTED       AZHD
 DV1610  HISTORY     - 19870204 MARK NOT FOUND   USGS
 DV1610
 DV1610                          STATION DESCRIPTION
 DV1610
 DV1610'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1610'15.2 MI SE FROM SALOME.
 DV1610'0.4 MILE EAST-SOUTHEAST OF N 396 24, AN ARIZONA HIGHWAY DEPARTMENT
 DV1610'DISKSTAMPED 24 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1610'GROUND, AN DIN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1610'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1610
 DV1610                          STATION RECOVERY (1987)
 DV1610
 DV1610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0204 ***********************************************************************
 CF0204  DESIGNATION -  24 BKC
 CF0204  PID         -  CF0204
 CF0204  STATE/COUNTY-  AZ/COCHISE
 CF0204  USGS QUAD   -  PEARCE (1985)
 CF0204
 CF0204                         *CURRENT SURVEY CONTROL
 CF0204  ___________________________________________________________________
 CF0204* NAD 83(1986)-  31 54 18.     (N)    109 46 46.     (W)     SCALED    
 CF0204* NAVD 88     -      1319.329  (meters)    4328.50   (feet)  ADJUSTED  
 CF0204  ___________________________________________________________________
 CF0204  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CF0204  DYNAMIC HT  -        1317.304 (meters)    4321.85  (feet)  COMP
 CF0204  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 CF0204
 CF0204  VERT ORDER  -  FIRST     CLASS II
 CF0204
 CF0204.The horizontal coordinates were scaled from a topographic map and have
 CF0204.an estimated accuracy of +/- 6 seconds.
 CF0204
 CF0204.The orthometric height was determined by differential leveling
 CF0204.and adjusted in June 1991.
 CF0204
 CF0204.The geoid height was determined by GEOID03.
 CF0204
 CF0204.The dynamic height is computed by dividing the NAVD 88
 CF0204.geopotential number by the normal gravity value computed on the
 CF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0204.degrees latitude (g = 980.6199 gals.).
 CF0204
 CF0204.The modeled gravity was interpolated from observed gravity values.
 CF0204
 CF0204;                    North         East    Units  Estimated Accuracy
 CF0204;SPC AZ E     -   100,400.      249,980.      MT  (+/- 180 meters Scaled)
 CF0204
 CF0204                          SUPERSEDED SURVEY CONTROL
 CF0204
 CF0204.No superseded survey control is available for this station.
 CF0204
 CF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA154305(NAD 83)
 CF0204_MARKER: DB = BENCH MARK DISK
 CF0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0204_SP_SET: LIGHT STRUCTURE
 CF0204_STAMPING: 24 BKC 1974
 CF0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0204+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0204
 CF0204  HISTORY     - Date     Condition        Report By
 CF0204  HISTORY     - 1974     MONUMENTED       USGS
 CF0204  HISTORY     - 1980     GOOD             NGS
 CF0204  HISTORY     - 20060506 GOOD             NGS
 CF0204
 CF0204                          STATION DESCRIPTION
 CF0204
 CF0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0204'6.6 KM SE FROM PEARCE.
 CF0204'6.6 KILOMETERS (4.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666 FROM
 CF0204'THE POST OFFICE IN PEARCE, SET IN TOP AND 0.6 METER (2 FEET)
 CF0204'SOUTH OF THE NORTH END OF THE WEST CONCRETE RETAINING WALL OF
 CF0204'A CATTLE GUARD, 14.0 METERS (46 FEET) SOUTH OF THE
 CF0204'CENTERLINE OF THE HIGHWAY, 2.4 METERS (8 FEET) WEST OF THE CENTER
 CF0204'OF THE DIRT ROAD AND CATTLE GUARD, 1.2 METERS (4 FEET) NORTH OF
 CF0204'THE RIGHT-OF-WAY FENCE.
 CF0204'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CF0204'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 CF0204
 CF0204                          STATION RECOVERY (2006)
 CF0204
 CF0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0204'US 666 IS NOW US 191.  STATION IS AT MILEPOST 43.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0814 ***********************************************************************
 FQ0814  DESIGNATION -  24 BKC
 FQ0814  PID         -  FQ0814
 FQ0814  STATE/COUNTY-  AZ/COCONINO
 FQ0814  USGS QUAD   -  WUPATKI SW (1969)
 FQ0814
 FQ0814                         *CURRENT SURVEY CONTROL
 FQ0814  ___________________________________________________________________
 FQ0814* NAD 83(1986)-  35 32 20.     (N)    111 24 13.     (W)     SCALED    
 FQ0814* NAVD 88     -      1609.643  (meters)    5280.97   (feet)  POSTED    
 FQ0814  ___________________________________________________________________
 FQ0814  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FQ0814  DYNAMIC HT  -        1607.570 (meters)    5274.17  (feet)  COMP
 FQ0814  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 FQ0814
 FQ0814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0814
 FQ0814.The horizontal coordinates were scaled from a topographic map and have
 FQ0814.an estimated accuracy of +/- 6 seconds.
 FQ0814
 FQ0814.The orthometric height was determined by differential leveling
 FQ0814.and adjusted by the  in 1992.
 FQ0814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0814.rate of 0.0 thru 1.0 mm/km.
 FQ0814
 FQ0814.The geoid height was determined by GEOID03.
 FQ0814
 FQ0814.The dynamic height is computed by dividing the NAVD 88
 FQ0814.geopotential number by the normal gravity value computed on the
 FQ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0814.degrees latitude (g = 980.6199 gals.).
 FQ0814
 FQ0814.The modeled gravity was interpolated from observed gravity values.
 FQ0814
 FQ0814;                    North         East    Units  Estimated Accuracy
 FQ0814;SPC AZ C     -   503,480.      259,880.      MT  (+/- 180 meters Scaled)
 FQ0814
 FQ0814                          SUPERSEDED SURVEY CONTROL
 FQ0814
 FQ0814.No superseded survey control is available for this station.
 FQ0814
 FQ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE634328(NAD 83)
 FQ0814_MARKER: DB = BENCH MARK DISK
 FQ0814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0814_SP_SET: CONCRETE HEADWALL
 FQ0814_STAMPING: 24 BKC 1968 5278
 FQ0814_MARK LOGO: USGS  
 FQ0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0814+STABILITY: SURFACE MOTION
 FQ0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0814+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0814
 FQ0814  HISTORY     - Date     Condition        Report By
 FQ0814  HISTORY     - 1968     MONUMENTED       USGS
 FQ0814
 FQ0814                          STATION DESCRIPTION
 FQ0814
 FQ0814'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0814'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0814'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0814'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0814'NATIONAL MONUMENT, THENCE 9.8 MILES EAST ALONG THE MONUMENT ROAD TO A
 FQ0814'CATTLEGUARD, 12 FEET NORTH OF THE CENTER OF THE ROAD, SET IN THE
 FQ0814'CONCRETE HEADWALL OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0786 ***********************************************************************
 FQ0786  DESIGNATION -  24 HLS
 FQ0786  PID         -  FQ0786
 FQ0786  STATE/COUNTY-  AZ/NAVAJO
 FQ0786  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0786
 FQ0786                         *CURRENT SURVEY CONTROL
 FQ0786  ___________________________________________________________________
 FQ0786* NAD 83(1986)-  35 09 44.     (N)    110 09 51.     (W)     SCALED    
 FQ0786* NAVD 88     -      1625.618  (meters)    5333.38   (feet)  ADJUSTED  
 FQ0786  ___________________________________________________________________
 FQ0786  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0786  DYNAMIC HT  -        1623.441 (meters)    5326.24  (feet)  COMP
 FQ0786  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 FQ0786
 FQ0786  VERT ORDER  -  THIRD
 FQ0786
 FQ0786.The horizontal coordinates were scaled from a topographic map and have
 FQ0786.an estimated accuracy of +/- 6 seconds.
 FQ0786
 FQ0786.The orthometric height was determined by differential leveling
 FQ0786.and adjusted in June 1991.
 FQ0786
 FQ0786.The geoid height was determined by GEOID03.
 FQ0786
 FQ0786.The dynamic height is computed by dividing the NAVD 88
 FQ0786.geopotential number by the normal gravity value computed on the
 FQ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0786.degrees latitude (g = 980.6199 gals.).
 FQ0786
 FQ0786.The modeled gravity was interpolated from observed gravity values.
 FQ0786
 FQ0786;                    North         East    Units  Estimated Accuracy
 FQ0786;SPC AZ E     -   461,570.      213,590.      MT  (+/- 180 meters Scaled)
 FQ0786
 FQ0786                          SUPERSEDED SURVEY CONTROL
 FQ0786
 FQ0786.No superseded survey control is available for this station.
 FQ0786
 FQ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD761913(NAD 83)
 FQ0786_MARKER: DB = BENCH MARK DISK
 FQ0786_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0786_SP_SET: COPPER-CLAD STEEL ROD
 FQ0786_STAMPING: 24 HLS 1970 5331
 FQ0786_MARK LOGO: USGS  
 FQ0786_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0786+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0786
 FQ0786  HISTORY     - Date     Condition        Report By
 FQ0786  HISTORY     - 1970     MONUMENTED       USGS
 FQ0786
 FQ0786                          STATION DESCRIPTION
 FQ0786
 FQ0786'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0786'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0786'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0786'HIGHWAY 77, THENCE 5.0 MILES WEST ALONG A ROAD TO A FENCE AND GATE,
 FQ0786'50 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A FENCE
 FQ0786'AND WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FQ0786'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1270 ***********************************************************************
 CY1270  DESIGNATION -  24 RS
 CY1270  PID         -  CY1270
 CY1270  STATE/COUNTY-  AZ/GRAHAM
 CY1270  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1270
 CY1270                         *CURRENT SURVEY CONTROL
 CY1270  ___________________________________________________________________
 CY1270* NAD 83(1986)-  32 36 52.     (N)    109 39 45.     (W)     SCALED    
 CY1270* NAVD 88     -      1152.42   (+/-2cm)    3780.9    (feet)  VERTCON   
 CY1270  ___________________________________________________________________
 CY1270  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY1270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1270
 CY1270.The horizontal coordinates were scaled from a topographic map and have
 CY1270.an estimated accuracy of +/- 6 seconds.
 CY1270
 CY1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1270.The vertical order pertains to the NGVD 29 superseded value.
 CY1270
 CY1270.The geoid height was determined by GEOID03.
 CY1270
 CY1270;                    North         East    Units  Estimated Accuracy
 CY1270;SPC AZ E     -   179,110.      260,680.      MT  (+/- 180 meters Scaled)
 CY1270
 CY1270                          SUPERSEDED SURVEY CONTROL
 CY1270
 CY1270  NGVD 29 (??/??/92) 1151.71   (m)         3778.6    (f) COMPUTED    2 0
 CY1270
 CY1270.Superseded values are not recommended for survey control.
 CY1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1270.See file dsdata.txt to determine how the superseded data were derived.
 CY1270
 CY1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB254093(NAD 83)
 CY1270_MARKER: DB = BENCH MARK DISK
 CY1270_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1270_SP_SET: PREFAB CONC. POST IN EARTH
 CY1270_STAMPING: 24 RS 1941 3779
 CY1270_MARK LOGO: USGS  
 CY1270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1270+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1972
 CY1270
 CY1270  HISTORY     - Date     Condition        Report By
 CY1270  HISTORY     - 1941     MONUMENTED       USGS
 CY1270  HISTORY     - 19720309 GOOD             USGS
 CY1270
 CY1270                          STATION DESCRIPTION
 CY1270
 CY1270'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1270'FROM SAFFORD, ARIZONA, PROCEED 16.25 MILES SOUTH ALONG U S HIGHWAY
 CY1270'666, 0.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 266, THENCE 1.8
 CY1270'MILES EAST ALONG A DIRT ROAD, AT THE JUNCTION OF A ROAD SOUTH, IN THE
 CY1270'CENTER OF A TRIANGLE FORMED BY THE ROADS, 29 FEET SOUTH AND ABOUT
 CY1270'LEVEL WITH THE MAIN ROAD, 3 FEET NORTH OF A WITNESS POST, IN A
 CY1270'CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0638 ***********************************************************************
 DA0638  DESIGNATION -  24 WF
 DA0638  PID         -  DA0638
 DA0638  STATE/COUNTY-  AZ/MARICOPA
 DA0638  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA0638
 DA0638                         *CURRENT SURVEY CONTROL
 DA0638  ___________________________________________________________________
 DA0638* NAD 83(1986)-  32 51 49.     (N)    112 39 30.     (W)     SCALED    
 DA0638* NAVD 88     -       288.82   (+/-2cm)     947.6    (feet)  VERTCON   
 DA0638  ___________________________________________________________________
 DA0638  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0638
 DA0638.The horizontal coordinates were scaled from a topographic map and have
 DA0638.an estimated accuracy of +/- 6 seconds.
 DA0638
 DA0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0638.The vertical order pertains to the NGVD 29 superseded value.
 DA0638
 DA0638.The geoid height was determined by GEOID03.
 DA0638
 DA0638;                    North         East    Units  Estimated Accuracy
 DA0638;SPC AZ C     -   206,870.      143,950.      MT  (+/- 180 meters Scaled)
 DA0638
 DA0638                          SUPERSEDED SURVEY CONTROL
 DA0638
 DA0638  NGVD 29 (??/??/92)  288.202  (m)          945.54   (f) ADJ UNCH    2 0
 DA0638
 DA0638.Superseded values are not recommended for survey control.
 DA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0638.See file dsdata.txt to determine how the superseded data were derived.
 DA0638
 DA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB448373(NAD 83)
 DA0638_MARKER: DD = SURVEY DISK
 DA0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0638_STAMPING: 946 24 W F 1948
 DA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0638+STABILITY: SURFACE MOTION
 DA0638
 DA0638  HISTORY     - Date     Condition        Report By
 DA0638  HISTORY     - 1948     MONUMENTED       USGS
 DA0638  HISTORY     - 1951     GOOD             NGS
 DA0638
 DA0638                          STATION DESCRIPTION
 DA0638
 DA0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0638'7.6 MI SE FROM GILA BEND.
 DA0638'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0638'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0638'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0638'SOUTH ALONG A TRACK ROAD, THENCE 3.6 MILES SOUTHEAST ALONG A TRACK
 DA0638'ROAD, AT A POINT WHERE THE ROAD FOLLOWS A SHALLOW WASH, ABOUT 121
 DA0638'YARDS NORTHWEST OF A POINT WHERE THE ROAD CROSSES A WASH, ON THE
 DA0638'OUTSIDE OF A CURVE, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0638'1.0 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0638'POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND ABOUT 1 1/2 FOOT HIGHER
 DA0638'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2377 ***********************************************************************
 DU2377  DESIGNATION -  240+32.30
 DU2377  PID         -  DU2377
 DU2377  STATE/COUNTY-  AZ/MARICOPA
 DU2377  USGS QUAD   -  MESA (1982)
 DU2377
 DU2377                         *CURRENT SURVEY CONTROL
 DU2377  ___________________________________________________________________
 DU2377* NAD 83(1986)-  33 22 33.     (N)    111 50 32.     (W)     SCALED    
 DU2377* NAVD 88     -       369.021  (meters)    1210.70   (feet)  ADJUSTED  
 DU2377  ___________________________________________________________________
 DU2377  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU2377  DYNAMIC HT  -         368.584 (meters)    1209.26  (feet)  COMP
 DU2377  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 DU2377
 DU2377  VERT ORDER  -  FIRST     CLASS II
 DU2377
 DU2377.The horizontal coordinates were scaled from a topographic map and have
 DU2377.an estimated accuracy of +/- 6 seconds.
 DU2377
 DU2377.The orthometric height was determined by differential leveling
 DU2377.and adjusted in August 1994.
 DU2377
 DU2377.The geoid height was determined by GEOID03.
 DU2377
 DU2377.The dynamic height is computed by dividing the NAVD 88
 DU2377.geopotential number by the normal gravity value computed on the
 DU2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2377.degrees latitude (g = 980.6199 gals.).
 DU2377
 DU2377.The modeled gravity was interpolated from observed gravity values.
 DU2377
 DU2377;                    North         East    Units  Estimated Accuracy
 DU2377;SPC AZ C     -   263,430.      220,290.      MT  (+/- 180 meters Scaled)
 DU2377
 DU2377                          SUPERSEDED SURVEY CONTROL
 DU2377
 DU2377.No superseded survey control is available for this station.
 DU2377
 DU2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216932(NAD 83)
 DU2377_MARKER: DD = SURVEY DISK
 DU2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2377_SP_SET: CONCRETE POST
 DU2377_STAMPING: 240+32.30 AHD 1966 21+20.66BK
 DU2377_MARK LOGO: AZHD  
 DU2377_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2377+STABILITY: SURFACE MOTION
 DU2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2377+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 DU2377
 DU2377  HISTORY     - Date     Condition        Report By
 DU2377  HISTORY     - 1966     MONUMENTED       AZHD
 DU2377  HISTORY     - 19940426 GOOD             NGS
 DU2377  HISTORY     - 19940426 GOOD             NGS
 DU2377  HISTORY     - 19941026 GOOD             NGS
 DU2377  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU2377
 DU2377                          STATION DESCRIPTION
 DU2377
 DU2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2377'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2377'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, 8.2 M (26.9 FT) EAST
 DU2377'OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 DU2377'NORTH-NORTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 DU2377'POST, 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND THE
 DU2377'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU2377
 DU2377                          STATION RECOVERY (1994)
 DU2377
 DU2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RHK)
 DU2377'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2377'FROM THE JUNCTION OF U.S.  HIGHWAY 60 IN MESA, 8.2 M (26.9 FT) EAST OF
 DU2377'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 DU2377'NORTH-NORTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 DU2377'POST, 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND THE
 DU2377'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU2377
 DU2377                          STATION RECOVERY (1994)
 DU2377
 DU2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2377'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX ON THE
 DU2377'SOUTHWEST PART OF THE CITY OF MESA AND IN THE NORTHWEST CORNER OF THE
 DU2377'CITY OF GILBERT.  TO REACH THE STATION FROM THE INTERSECTION OF US
 DU2377'HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY 87 (COUNTRY CLUB
 DU2377'DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR 0.7 MILE (1.1 KM)
 DU2377'TO THE STATION ON THE LEFT.  NOTE--AT THIS POINT THE STATION IS ACROSS
 DU2377'THE MEDIAN STRIP FROM THE SOUTHBOUND LANES OF ARIZONA AVENUE,  26.9
 DU2377'FEET (8.2 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DU2377'HIGHWAY, 3.0 FEET (0.9 M) NORTH-NORTHWEST OF A UTILITY POLE, 1.6 FEET
 DU2377'(0.5 M) NORTH OF A WITNESS POST, 1.0 FOOT (0.3 M) EAST OF THE EAST
 DU2377'EDGE OF A SIDEWALK, AND MONUMENT PROJECTS 1.0 FOOT (0.3 M) ABOVE THE
 DU2377'GROUND SURFACE.
 DU2377
 DU2377                          STATION RECOVERY (2005)
 DU2377
 DU2377'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2377'UTILITY POLE AND WITNESS POST NOT FOUND. THE DISTANCE 26.9 FEET EAST
 DU2377'OF THE CENTER OF THE THREE NORTHBOUND LANES WOULD PLACE THE MARK
 DU2377'TOWARD THE EDGE OF THE EASTERN NORTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0529 ***********************************************************************
 CZ0529  DESIGNATION -  240+34.0
 CZ0529  PID         -  CZ0529
 CZ0529  STATE/COUNTY-  AZ/PIMA
 CZ0529  USGS QUAD   -  JAYNES (1992)
 CZ0529
 CZ0529                         *CURRENT SURVEY CONTROL
 CZ0529  ___________________________________________________________________
 CZ0529* NAD 83(1986)-  32 22 23.     (N)    111 06 13.     (W)     SCALED    
 CZ0529* NAVD 88     -       649.126  (meters)    2129.67   (feet)  ADJUSTED  
 CZ0529  ___________________________________________________________________
 CZ0529  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0529  DYNAMIC HT  -         648.257 (meters)    2126.82  (feet)  COMP
 CZ0529  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 CZ0529
 CZ0529  VERT ORDER  -  FIRST     CLASS II
 CZ0529
 CZ0529.The horizontal coordinates were scaled from a topographic map and have
 CZ0529.an estimated accuracy of +/- 6 seconds.
 CZ0529
 CZ0529.The orthometric height was determined by differential leveling
 CZ0529.and adjusted in June 1991.
 CZ0529
 CZ0529.The geoid height was determined by GEOID03.
 CZ0529
 CZ0529.The dynamic height is computed by dividing the NAVD 88
 CZ0529.geopotential number by the normal gravity value computed on the
 CZ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0529.degrees latitude (g = 980.6199 gals.).
 CZ0529
 CZ0529.The modeled gravity was interpolated from observed gravity values.
 CZ0529
 CZ0529;                    North         East    Units  Estimated Accuracy
 CZ0529;SPC AZ C     -   152,520.      289,870.      MT  (+/- 180 meters Scaled)
 CZ0529
 CZ0529                          SUPERSEDED SURVEY CONTROL
 CZ0529
 CZ0529  NGVD 29 (??/??/92)  648.464  (m)         2127.50   (f) ADJ UNCH    1 2
 CZ0529
 CZ0529.Superseded values are not recommended for survey control.
 CZ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0529.See file dsdata.txt to determine how the superseded data were derived.
 CZ0529
 CZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA902817(NAD 83)
 CZ0529_MARKER: DD = SURVEY DISK
 CZ0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0529_SP_SET: BRIDGE
 CZ0529_STAMPING: 2127.94 240+34.0
 CZ0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0529+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0529
 CZ0529  HISTORY     - Date     Condition        Report By
 CZ0529  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0529  HISTORY     - 1951     GOOD             NGS
 CZ0529  HISTORY     - 1960     GOOD             NGS
 CZ0529  HISTORY     - 1980     GOOD             NGS
 CZ0529  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0529
 CZ0529                          STATION DESCRIPTION
 CZ0529
 CZ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0529'1.5 MI NW FROM CORTARO.
 CZ0529'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0529'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT
 CZ0529'RAILROAD MILEAGE 970.72, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0529'NORTHEAST CURBING OF A SMALL CONCRETE HIGHWAY BRIDGE, 30.7 FEET WEST
 CZ0529'OF TELEGRAPH POLE 4, 16 FEET NORTHEAST OF THE CENTERLINE OF THE
 CZ0529'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY IN ELEVATION.
 CZ0529
 CZ0529                          STATION RECOVERY (1960)
 CZ0529
 CZ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0529'RECOVERED IN GOOD CONDITION.
 CZ0529
 CZ0529                          STATION RECOVERY (1980)
 CZ0529
 CZ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0529'21.1 KILOMETERS (13.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0529'RAILROAD FROM THE STATION AT TUCSON, 2.1 KILOMETERS (1.3 MILES)
 CZ0529'NORTHWEST OF THE CORTARO ROAD OVERPASS, AT RAILROAD MILEAGE 970.72,
 CZ0529'SET IN THE TOP OF THE NORTHEAST HEADWALL OF A SMALL BRIDGE IN THE
 CZ0529'FRONTAGE ROAD, 37.8 METERS (124 FEET) SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0529'OF THE RAILROAD, 9.4 METERS (31 FEET) WEST OF TELEPHONE POLE 4 AND
 CZ0529'4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE
 CZ0529'ROAD.
 CZ0529'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0529
 CZ0529                          STATION RECOVERY (2006)
 CZ0529
 CZ0529'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0475 ***********************************************************************
 DU0475  DESIGNATION -  2406
 DU0475  PID         -  DU0475
 DU0475  STATE/COUNTY-  AZ/PINAL
 DU0475  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0475
 DU0475                         *CURRENT SURVEY CONTROL
 DU0475  ___________________________________________________________________
 DU0475* NAD 83(1986)-  33 16 17.     (N)    111 11 03.     (W)     SCALED    
 DU0475* NAVD 88     -       733.76   (+/-2cm)    2407.3    (feet)  VERTCON   
 DU0475  ___________________________________________________________________
 DU0475  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DU0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0475
 DU0475.The horizontal coordinates were scaled from a topographic map and have
 DU0475.an estimated accuracy of +/- 6 seconds.
 DU0475
 DU0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0475.The vertical order pertains to the NGVD 29 superseded value.
 DU0475
 DU0475.The geoid height was determined by GEOID03.
 DU0475
 DU0475;                    North         East    Units  Estimated Accuracy
 DU0475;SPC AZ C     -   252,090.      281,600.      MT  (+/- 180 meters Scaled)
 DU0475
 DU0475                          SUPERSEDED SURVEY CONTROL
 DU0475
 DU0475  NGVD 29 (??/??/92)  733.135  (m)         2405.29   (f) ADJ UNCH    2 0
 DU0475
 DU0475.Superseded values are not recommended for survey control.
 DU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0475.See file dsdata.txt to determine how the superseded data were derived.
 DU0475
 DU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB828813(NAD 83)
 DU0475_MARKER: DD = SURVEY DISK
 DU0475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0475_STAMPING: 2406 PHNX
 DU0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0475
 DU0475  HISTORY     - Date     Condition        Report By
 DU0475  HISTORY     - UNK      MONUMENTED       USGS
 DU0475  HISTORY     - 1935     GOOD             NGS
 DU0475  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU0475
 DU0475                          STATION DESCRIPTION
 DU0475
 DU0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0475'6 MI W FROM SUPERIOR.
 DU0475'6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT SUPERIOR,
 DU0475'PINAL COUNTY, THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD LEADING TO THE
 DU0475'OLD HIGHWAY.  0.2 MILE NORTHEAST OF THE OLD HIGHWAY, 250 FEET EAST OF
 DU0475'A GATE IN A STONE CORRAL, 210 FEET NORTH OF A WINDMILL, 100 FEET
 DU0475'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 40 FEET WEST OF THE
 DU0475'CORRAL CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 DU0475'STAMPED 2406 PHNX AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET
 DU0475'IN CONCRETE.
 DU0475
 DU0475                          STATION RECOVERY (2007)
 DU0475
 DU0475'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0475'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0475'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0878 ***********************************************************************
 FS0878  DESIGNATION -  2406.46
 FS0878  PID         -  FS0878
 FS0878  STATE/COUNTY-  AZ/MOHAVE
 FS0878  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0878
 FS0878                         *CURRENT SURVEY CONTROL
 FS0878  ___________________________________________________________________
 FS0878* NAD 83(1986)-  35 44 04.     (N)    114 29 41.     (W)     SCALED    
 FS0878* NAVD 88     -       733.721  (meters)    2407.22   (feet)  POSTED    
 FS0878  ___________________________________________________________________
 FS0878  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS0878  DYNAMIC HT  -         732.940 (meters)    2404.65  (feet)  COMP
 FS0878  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 FS0878
 FS0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0878
 FS0878.The horizontal coordinates were scaled from a topographic map and have
 FS0878.an estimated accuracy of +/- 6 seconds.
 FS0878
 FS0878.The orthometric height was determined by differential leveling
 FS0878.and adjusted by the  in 1992.
 FS0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0878.rate of 0.0 thru 1.0 mm/km.
 FS0878
 FS0878.The geoid height was determined by GEOID03.
 FS0878
 FS0878.The dynamic height is computed by dividing the NAVD 88
 FS0878.geopotential number by the normal gravity value computed on the
 FS0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0878.degrees latitude (g = 980.6199 gals.).
 FS0878
 FS0878.The modeled gravity was interpolated from observed gravity values.
 FS0878
 FS0878;                    North         East    Units  Estimated Accuracy
 FS0878;SPC AZ W     -   525,320.      145,990.      MT  (+/- 180 meters Scaled)
 FS0878
 FS0878                          SUPERSEDED SURVEY CONTROL
 FS0878
 FS0878  NGVD 29 (??/??/92)  733.03   (m)         2404.9    (f) COMPUTED    1 1
 FS0878
 FS0878.Superseded values are not recommended for survey control.
 FS0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0878.See file dsdata.txt to determine how the superseded data were derived.
 FS0878
 FS0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV265573(NAD 83)
 FS0878_MARKER: DD = SURVEY DISK
 FS0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0878_SP_SET: CULVERT
 FS0878_STAMPING: 2406.46
 FS0878_MARK LOGO: BPR   
 FS0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0878
 FS0878  HISTORY     - Date     Condition        Report By
 FS0878  HISTORY     - UNK      MONUMENTED       BPR
 FS0878  HISTORY     - 1950     GOOD             NGS
 FS0878  HISTORY     - 1982     GOOD             NGS
 FS0878  HISTORY     - 19870223 GOOD             USPSQD
 FS0878
 FS0878                          STATION DESCRIPTION
 FS0878
 FS0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0878'25.9 MI SE FROM HOOVER DAM.
 FS0878'25.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0878'(ARIZONA) END OF HOOVER DAM, AT A 4- BY 6-FOOT TRIPLE CONCRETE
 FS0878'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0878'NORTHEAST HEAD WALL, 14.4 FEET NORTHEAST OF THE CENTER LINE OF
 FS0878'THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY.  NOTE-- TO
 FS0878'REACH FROM THE POST OFFICE AT CHLORIDE PROCEED SOUTHWESTERLY
 FS0878'ON STATE HIGHWAY 62 FOR 3.6 MILES, TURN RIGHT (NW) ONTO U.S.
 FS0878'HIGHWAY 93 FOR 27.9 MILES.
 FS0878
 FS0878                          STATION RECOVERY (1982)
 FS0878
 FS0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0878'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
 FS0878
 FS0878                          STATION RECOVERY (1987)
 FS0878
 FS0878'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0198 ***********************************************************************
 CZ0198  DESIGNATION -  242+47.5
 CZ0198  PID         -  CZ0198
 CZ0198  STATE/COUNTY-  AZ/PIMA
 CZ0198  USGS QUAD   -  TUCSON (1992)
 CZ0198
 CZ0198                         *CURRENT SURVEY CONTROL
 CZ0198  ___________________________________________________________________
 CZ0198* NAD 83(1986)-  32 08 18.     (N)    110 57 40.     (W)     SCALED    
 CZ0198* NAVD 88     -       769.76   (+/-2cm)    2525.5    (feet)  VERTCON   
 CZ0198  ___________________________________________________________________
 CZ0198  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0198
 CZ0198.The horizontal coordinates were scaled from a topographic map and have
 CZ0198.an estimated accuracy of +/- 6 seconds.
 CZ0198
 CZ0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0198.The vertical order pertains to the NGVD 29 superseded value.
 CZ0198
 CZ0198.The geoid height was determined by GEOID03.
 CZ0198
 CZ0198;                    North         East    Units  Estimated Accuracy
 CZ0198;SPC AZ C     -   126,610.      303,510.      MT  (+/- 180 meters Scaled)
 CZ0198
 CZ0198                          SUPERSEDED SURVEY CONTROL
 CZ0198
 CZ0198  NGVD 29 (??/??/92)  769.12   (m)         2523.4    (f) COMPUTED    2 0
 CZ0198
 CZ0198.Superseded values are not recommended for survey control.
 CZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0198.See file dsdata.txt to determine how the superseded data were derived.
 CZ0198
 CZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036557(NAD 83)
 CZ0198_MARKER: DD = SURVEY DISK
 CZ0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0198_SP_SET: CULVERT
 CZ0198_STAMPING: 2523.87 242+47.5 41
 CZ0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0198
 CZ0198  HISTORY     - Date     Condition        Report By
 CZ0198  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0198  HISTORY     - 1945     GOOD             NGS
 CZ0198  HISTORY     - 1953     MARK NOT FOUND   NGS
 CZ0198  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ0198
 CZ0198                          STATION DESCRIPTION
 CZ0198
 CZ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CZ0198'5.8 MI S FROM TUSCON.
 CZ0198'5.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0198'STATION AT TUSCON, 0.2 MILE SOUTH OF MILEPOST NO. 990, SET IN THE
 CZ0198'CENTER OF THE EAST HEADWALL OF HIGHWAY CULVERT, ABOUT 150 FEET WEST OF
 CZ0198'RAILROAD, 19.6 FEET EAST OF CENTER-LINE OF HIGHWAY.  BRONZE DISK.
 CZ0198
 CZ0198                          STATION RECOVERY (1953)
 CZ0198
 CZ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CZ0198'MARK NOT FOUND.
 CZ0198
 CZ0198                          STATION RECOVERY (2007)
 CZ0198
 CZ0198'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0383 ***********************************************************************
 DU0383  DESIGNATION -  2457
 DU0383  PID         -  DU0383
 DU0383  STATE/COUNTY-  AZ/GILA
 DU0383  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0383
 DU0383                         *CURRENT SURVEY CONTROL
 DU0383  ___________________________________________________________________
 DU0383* NAD 83(1986)-  33 56 17.     (N)    111 18 56.     (W)     SCALED    
 DU0383* NAVD 88     -       749.621  (meters)    2459.38   (feet)  ADJUSTED  
 DU0383  ___________________________________________________________________
 DU0383  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU0383  DYNAMIC HT  -         748.668 (meters)    2456.25  (feet)  COMP
 DU0383  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 DU0383
 DU0383  VERT ORDER  -  FIRST     CLASS II
 DU0383
 DU0383.The horizontal coordinates were scaled from a topographic map and have
 DU0383.an estimated accuracy of +/- 6 seconds.
 DU0383
 DU0383.The orthometric height was determined by differential leveling
 DU0383.and adjusted in June 1991.
 DU0383
 DU0383.The geoid height was determined by GEOID03.
 DU0383
 DU0383.The dynamic height is computed by dividing the NAVD 88
 DU0383.geopotential number by the normal gravity value computed on the
 DU0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0383.degrees latitude (g = 980.6199 gals.).
 DU0383
 DU0383.The modeled gravity was interpolated from observed gravity values.
 DU0383
 DU0383;                    North         East    Units  Estimated Accuracy
 DU0383;SPC AZ E     -   326,380.      107,150.      MT  (+/- 180 meters Scaled)
 DU0383
 DU0383                          SUPERSEDED SURVEY CONTROL
 DU0383
 DU0383  NGVD 29 (??/??/92)  749.008  (m)         2457.37   (f) ADJ UNCH    1 2
 DU0383
 DU0383.Superseded values are not recommended for survey control.
 DU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0383.See file dsdata.txt to determine how the superseded data were derived.
 DU0383
 DU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC708553(NAD 83)
 DU0383_MARKER: Z = SEE DESCRIPTION
 DU0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0383_SP_SET: TREE
 DU0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0383
 DU0383  HISTORY     - Date     Condition        Report By
 DU0383  HISTORY     - UNK      MONUMENTED       USGS
 DU0383  HISTORY     - 1934     GOOD             NGS
 DU0383
 DU0383                          STATION DESCRIPTION
 DU0383
 DU0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0383'5.3 MI N FROM TONTO BASIN.
 DU0383'5.3 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0383'GILA COUNTY, AT THE FOOT OF THE SOUTH BANK OF SLATE CREEK, AT THE BASE
 DU0383'OF A GRADE, AT A TURN LEADING INTO A CONCRETE DIP, AT A Y-ROAD
 DU0383'JUNCTION, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE ROOT
 DU0383'OF A 6-INCH MESQUITE TREE, AND 6 INCHES ABOVE THE GROUND.  A UNITED
 DU0383'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0521 ***********************************************************************
 FS0521  DESIGNATION -  2460.33
 FS0521  PID         -  FS0521
 FS0521  STATE/COUNTY-  AZ/MOHAVE
 FS0521  USGS QUAD   -  KINGMAN SW (1983)
 FS0521
 FS0521                         *CURRENT SURVEY CONTROL
 FS0521  ___________________________________________________________________
 FS0521* NAD 83(1986)-  35 02 20.     (N)    114 07 44.     (W)     SCALED    
 FS0521* NAVD 88     -       750.638  (meters)    2462.72   (feet)  POSTED    
 FS0521  ___________________________________________________________________
 FS0521  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FS0521  DYNAMIC HT  -         749.780 (meters)    2459.90  (feet)  COMP
 FS0521  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 FS0521
 FS0521  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0521
 FS0521.The horizontal coordinates were scaled from a topographic map and have
 FS0521.an estimated accuracy of +/- 6 seconds.
 FS0521
 FS0521.The orthometric height was determined by differential leveling
 FS0521.and adjusted by the  in 1992.
 FS0521.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0521.rate of 0.0 thru 1.0 mm/km.
 FS0521
 FS0521.The geoid height was determined by GEOID03.
 FS0521
 FS0521.The dynamic height is computed by dividing the NAVD 88
 FS0521.geopotential number by the normal gravity value computed on the
 FS0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0521.degrees latitude (g = 980.6199 gals.).
 FS0521
 FS0521.The modeled gravity was interpolated from observed gravity values.
 FS0521
 FS0521;                    North         East    Units  Estimated Accuracy
 FS0521;SPC AZ W     -   447,970.      178,790.      MT  (+/- 180 meters Scaled)
 FS0521
 FS0521                          SUPERSEDED SURVEY CONTROL
 FS0521
 FS0521  NGVD 29 (??/??/92)  749.887  (m)         2460.25   (f) ADJ UNCH    2 0
 FS0521
 FS0521.Superseded values are not recommended for survey control.
 FS0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0521.See file dsdata.txt to determine how the superseded data were derived.
 FS0521
 FS0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU619811(NAD 83)
 FS0521_MARKER: DD = SURVEY DISK
 FS0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0521_SP_SET: CULVERT
 FS0521_STAMPING: 2460.33 1972X64 1950
 FS0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0521
 FS0521  HISTORY     - Date     Condition        Report By
 FS0521  HISTORY     - 1950     MONUMENTED       AZHD
 FS0521  HISTORY     - 1961     GOOD             NGS
 FS0521  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0521
 FS0521                          STATION DESCRIPTION
 FS0521
 FS0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0521'12.3 MI SSW FROM KINGMAN.
 FS0521'ABOUT 12.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0521'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0521'SET IN THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF
 FS0521'A 16 FOOT CONCRETE BOX CULVERT, 24 FEET EAST OF THE CENTER LINE
 FS0521'OF U.S. HIGHWAY 66 AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 FS0521'HIGHWAY.
 FS0521
 FS0521                          STATION RECOVERY (1981)
 FS0521
 FS0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0521'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0791 ***********************************************************************
 DV0791  DESIGNATION -  248+31.7
 DV0791  PID         -  DV0791
 DV0791  STATE/COUNTY-  AZ/MARICOPA
 DV0791  USGS QUAD   -  ARLINGTON (1984)
 DV0791
 DV0791                         *CURRENT SURVEY CONTROL
 DV0791  ___________________________________________________________________
 DV0791* NAD 83(1986)-  33 16 52.     (N)    112 47 55.     (W)     SCALED    
 DV0791* NAVD 88     -       239.82   (+/-2cm)     786.8    (feet)  VERTCON   
 DV0791  ___________________________________________________________________
 DV0791  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV0791  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0791
 DV0791.The horizontal coordinates were scaled from a topographic map and have
 DV0791.an estimated accuracy of +/- 6 seconds.
 DV0791
 DV0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0791.The vertical order pertains to the NGVD 29 superseded value.
 DV0791
 DV0791.The geoid height was determined by GEOID03.
 DV0791
 DV0791;                    North         East    Units  Estimated Accuracy
 DV0791;SPC AZ C     -   253,270.      131,210.      MT  (+/- 180 meters Scaled)
 DV0791
 DV0791                          SUPERSEDED SURVEY CONTROL
 DV0791
 DV0791  NGVD 29 (??/??/92)  239.187  (m)          784.73   (f) ADJ UNCH    1 2
 DV0791
 DV0791.Superseded values are not recommended for survey control.
 DV0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0791.See file dsdata.txt to determine how the superseded data were derived.
 DV0791
 DV0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB325838(NAD 83)
 DV0791_MARKER: DD = SURVEY DISK
 DV0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0791_SP_SET: CULVERT
 DV0791_STAMPING: 248+31.7 748.93 34
 DV0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0791
 DV0791  HISTORY     - Date     Condition        Report By
 DV0791  HISTORY     - UNK      MONUMENTED       AZHD
 DV0791  HISTORY     - 1967     GOOD             NGS
 DV0791  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0791  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0791
 DV0791                          STATION DESCRIPTION
 DV0791
 DV0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0791'3.85 MI SW FROM ARLINGTON.
 DV0791'3.85 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0791'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION 6,
 DV0791'T 2 S, R 5 W, 0.2 MILE NORTH OF A JUNCTION OF THE HIGHWAY AND A PAVED
 DV0791'ROAD LEADING EAST, 17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET
 DV0791'IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A CONCRETE
 DV0791'CULVERT, ABOUT 100 YARDS NORTHWEST AND ACROSS THE HIGHWAY FROM A DEEP
 DV0791'WATER WELL, 204 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 DV0791'DRIVEWAY LEADING EAST, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 DV0791'HIGHWAY.
 DV0791
 DV0791                          STATION RECOVERY (1981)
 DV0791
 DV0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0791'THE HEADWALL HAS BEEN BUILT UP WITH NEW CONCRETE MARK IS LOST.
 DV0791
 DV0791                          STATION RECOVERY (2007)
 DV0791
 DV0791'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0791'NOT RECOVERED AS PER PREVIOUS NOTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0491 ***********************************************************************
 CZ0491  DESIGNATION -  248+37.9
 CZ0491  PID         -  CZ0491
 CZ0491  STATE/COUNTY-  AZ/PIMA
 CZ0491  USGS QUAD   -  MARANA (1992)
 CZ0491
 CZ0491                         *CURRENT SURVEY CONTROL
 CZ0491  ___________________________________________________________________
 CZ0491* NAD 83(1986)-  32 27 16.     (N)    111 12 16.     (W)     SCALED    
 CZ0491* NAVD 88     -       609.489  (meters)    1999.63   (feet)  ADJUSTED  
 CZ0491  ___________________________________________________________________
 CZ0491  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0491  DYNAMIC HT  -         608.686 (meters)    1997.00  (feet)  COMP
 CZ0491  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CZ0491
 CZ0491  VERT ORDER  -  FIRST     CLASS II
 CZ0491
 CZ0491.The horizontal coordinates were scaled from a topographic map and have
 CZ0491.an estimated accuracy of +/- 6 seconds.
 CZ0491
 CZ0491.The orthometric height was determined by differential leveling
 CZ0491.and adjusted in June 1991.
 CZ0491
 CZ0491.The geoid height was determined by GEOID03.
 CZ0491
 CZ0491.The dynamic height is computed by dividing the NAVD 88
 CZ0491.geopotential number by the normal gravity value computed on the
 CZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0491.degrees latitude (g = 980.6199 gals.).
 CZ0491
 CZ0491.The modeled gravity was interpolated from observed gravity values.
 CZ0491
 CZ0491;                    North         East    Units  Estimated Accuracy
 CZ0491;SPC AZ C     -   161,480.      280,320.      MT  (+/- 180 meters Scaled)
 CZ0491
 CZ0491                          SUPERSEDED SURVEY CONTROL
 CZ0491
 CZ0491  NGVD 29 (??/??/92)  608.916  (m)         1997.75   (f) ADJ UNCH    1 2
 CZ0491
 CZ0491.Superseded values are not recommended for survey control.
 CZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0491.See file dsdata.txt to determine how the superseded data were derived.
 CZ0491
 CZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA807908(NAD 83)
 CZ0491_MARKER: DD = SURVEY DISK
 CZ0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0491_SP_SET: CURB
 CZ0491_STAMPING: 1998.05 248+37.9 1931
 CZ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0491+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0491
 CZ0491  HISTORY     - Date     Condition        Report By
 CZ0491  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0491  HISTORY     - 1951     GOOD             NGS
 CZ0491  HISTORY     - 1960     GOOD             NGS
 CZ0491  HISTORY     - 1980     GOOD             NGS
 CZ0491  HISTORY     - 19960204 GOOD             USPSQD
 CZ0491  HISTORY     - 20041216 GOOD             NGS
 CZ0491  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0491
 CZ0491                          STATION DESCRIPTION
 CZ0491
 CZ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0491'0.4 MI SE FROM MARANA.
 CZ0491'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0491'RAILROAD FROM THE POST OFFICE AT MARANA, AT THE SOUTHEAST CORNER OF
 CZ0491'THE MARANA SCHOOL YARD, AT A CONCRETE HIGHWAY BRIDGE, IN THE TOP OF
 CZ0491'THE CENTER OF THE NORTHEAST CONCRETE CURBING, 16 FEET NORTHEAST OF THE
 CZ0491'CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF AND ABOUT 1 FOOT
 CZ0491'HIGHER THAN THE HIGHWAY.
 CZ0491
 CZ0491                          STATION RECOVERY (1960)
 CZ0491
 CZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0491'RECOVERED IN GOOD CONDITION.
 CZ0491
 CZ0491                          STATION RECOVERY (1980)
 CZ0491
 CZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0491'34.4 KILOMETERS (21.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0491'RAILROAD FROM THE STATION AT TUCSON,
 CZ0491'AT A 5-CHANNEL FRONTAGE ROAD (OLD U. S. HIGHWAY 84) CONCRETE BRIDGE
 CZ0491'IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL, 34.5 METERS (113
 CZ0491'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 8.6 METERS (28.2 FEET)
 CZ0491'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND 5.0 METERS
 CZ0491'(16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0491'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0491
 CZ0491                          STATION RECOVERY (1996)
 CZ0491
 CZ0491'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0491'RECOVERED IN GOOD CONDITION.
 CZ0491
 CZ0491                          STATION RECOVERY (2004)
 CZ0491
 CZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0491'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0491'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
 CZ0491
 CZ0491                          STATION RECOVERY (2006)
 CZ0491
 CZ0491'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0048 ***********************************************************************
 CZ0048  DESIGNATION -  2481
 CZ0048  PID         -  CZ0048
 CZ0048  STATE/COUNTY-  AZ/PIMA
 CZ0048  USGS QUAD   -  TUCSON (1992)
 CZ0048
 CZ0048                         *CURRENT SURVEY CONTROL
 CZ0048  ___________________________________________________________________
 CZ0048* NAD 83(1986)-  32 11 54.     (N)    110 55 44.     (W)     SCALED    
 CZ0048* NAVD 88     -       760.640  (meters)    2495.53   (feet)  ADJUSTED  
 CZ0048  ___________________________________________________________________
 CZ0048  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CZ0048  DYNAMIC HT  -         759.587 (meters)    2492.08  (feet)  COMP
 CZ0048  MODELED GRAV-     979,229.4   (mgal)                       NAVD 88
 CZ0048
 CZ0048  VERT ORDER  -  FIRST     CLASS II
 CZ0048
 CZ0048.The horizontal coordinates were scaled from a topographic map and have
 CZ0048.an estimated accuracy of +/- 6 seconds.
 CZ0048
 CZ0048.The orthometric height was determined by differential leveling
 CZ0048.and adjusted in June 1991.
 CZ0048
 CZ0048.The geoid height was determined by GEOID03.
 CZ0048
 CZ0048.The dynamic height is computed by dividing the NAVD 88
 CZ0048.geopotential number by the normal gravity value computed on the
 CZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0048.degrees latitude (g = 980.6199 gals.).
 CZ0048
 CZ0048.The modeled gravity was interpolated from observed gravity values.
 CZ0048
 CZ0048;                    North         East    Units  Estimated Accuracy
 CZ0048;SPC AZ C     -   133,290.      306,490.      MT  (+/- 180 meters Scaled)
 CZ0048
 CZ0048                          SUPERSEDED SURVEY CONTROL
 CZ0048
 CZ0048  NGVD 29 (??/??/92)  759.973  (m)         2493.34   (f) ADJ UNCH    1 2
 CZ0048
 CZ0048.Superseded values are not recommended for survey control.
 CZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0048.See file dsdata.txt to determine how the superseded data were derived.
 CZ0048
 CZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA067624(NAD 83)
 CZ0048_MARKER: P = PIPE CAP
 CZ0048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0048_STAMPING: 2481 NOGLS 226
 CZ0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0048
 CZ0048  HISTORY     - Date     Condition        Report By
 CZ0048  HISTORY     - UNK      MONUMENTED       USGS
 CZ0048  HISTORY     - 1951     GOOD             NGS
 CZ0048  HISTORY     - 1979     GOOD             NGS
 CZ0048
 CZ0048                          STATION DESCRIPTION
 CZ0048
 CZ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0048'2.8 MI SE FROM TUCSON.
 CZ0048'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0048'RAILROAD STATION AT TUCSON, 0.3 MILE NORTHWEST OF MILEPOLE 987, AT THE
 CZ0048'P. F. E. R. R. YARD, ABOUT 75 YARDS SOUTHWEST AND ACROSS THE TRACKS
 CZ0048'FROM THE CENTERLINE OF AVIATION ROAD, 81.2 FEET WEST OF P. F. E. YARD
 CZ0048'SIGN, 79.2 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 CZ0048'22.5 FEET NORTHWEST OF TELEGARPH POLE 9, 1.4 FEET SOUTHEAST OF WITNESS
 CZ0048'POST, A STANDARD U. S. G. S. BRONZE CAP RIVETED ON TOP OF A 3 1/2 IRON
 CZ0048'PIPE PROJECTING 0.7 FOOT ABOVE GROUND.
 CZ0048
 CZ0048                          STATION RECOVERY (1979)
 CZ0048
 CZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0048'3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0048'STATION AT TUCSON.  MARK IS A USGS PIPE MARK PROJECTING 0.5 FEET AND
 CZ0048'SET IN LINE WITH THE TELEGRAPH POLES BETWEEN THE FOURTH AND FIFTH
 CZ0048'SETS OF TRACKS SOUTHWEST OF AVIATION HIGHWAY, 0.1 MILE SOUTHWEST
 CZ0048'AND ACROSS THE ROAD AND TRACKS FROM 2911 AVIATION HIGHWAY, 7.5 FEET
 CZ0048'SOUTHEAST OF A 4-INCH IRON PIPE SUPPORTING RAILROAD SIREN 61 AND
 CZ0048'2.0 FEET NORTHWEST OF THE THIRD TELEGRAPH POLE SOUTHEAST OF RAILROAD
 CZ0048'SIGNAL 986.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1609 ***********************************************************************
 DV1609  DESIGNATION -  25 A
 DV1609  PID         -  DV1609
 DV1609  STATE/COUNTY-  AZ/LA PAZ
 DV1609  USGS QUAD   -  HOPE SE (1990)
 DV1609
 DV1609                         *CURRENT SURVEY CONTROL
 DV1609  ___________________________________________________________________
 DV1609* NAD 83(1986)-  33 36 12.     (N)    113 35 06.     (W)     SCALED    
 DV1609* NAVD 88     -       423.91   (+/-2cm)    1390.8    (feet)  VERTCON   
 DV1609  ___________________________________________________________________
 DV1609  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1609
 DV1609.The horizontal coordinates were scaled from a topographic map and have
 DV1609.an estimated accuracy of +/- 6 seconds.
 DV1609
 DV1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1609.The vertical order pertains to the NGVD 29 superseded value.
 DV1609
 DV1609.The geoid height was determined by GEOID03.
 DV1609
 DV1609;                    North         East    Units  Estimated Accuracy
 DV1609;SPC AZ W     -   288,680.      228,670.      MT  (+/- 180 meters Scaled)
 DV1609
 DV1609                          SUPERSEDED SURVEY CONTROL
 DV1609
 DV1609  NGVD 29 (??/??/92)  423.226  (m)         1388.53   (f) ADJ UNCH    2 0
 DV1609
 DV1609.Superseded values are not recommended for survey control.
 DV1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1609.See file dsdata.txt to determine how the superseded data were derived.
 DV1609
 DV1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC601211(NAD 83)
 DV1609_MARKER: DD = SURVEY DISK
 DV1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1609_STAMPING: 25 A 1962
 DV1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1609+STABILITY: SURFACE MOTION
 DV1609
 DV1609  HISTORY     - Date     Condition        Report By
 DV1609  HISTORY     - 1962     MONUMENTED       AZHD
 DV1609  HISTORY     - 19870204 GOOD             USGS
 DV1609
 DV1609                          STATION DESCRIPTION
 DV1609
 DV1609'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1609'16.3 MI SE FROM SALOME.
 DV1609'0.5 MILE EAST-SOUTHEAST OF V 396 25, AN ARIZONA HIGHWAY DEPARTMENT
 DV1609'DISK STAMPED 25 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1609'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1609'HIGHWAY 10, 2.0 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1609
 DV1609                          STATION RECOVERY (1987)
 DV1609
 DV1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0815 ***********************************************************************
 FQ0815  DESIGNATION -  25 BKC
 FQ0815  PID         -  FQ0815
 FQ0815  STATE/COUNTY-  AZ/COCONINO
 FQ0815  USGS QUAD   -  WUPATKI SW (1969)
 FQ0815
 FQ0815                         *CURRENT SURVEY CONTROL
 FQ0815  ___________________________________________________________________
 FQ0815* NAD 83(1986)-  35 32 53.     (N)    111 23 29.     (W)     SCALED    
 FQ0815* NAVD 88     -      1522.763  (meters)    4995.93   (feet)  POSTED    
 FQ0815  ___________________________________________________________________
 FQ0815  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0815  DYNAMIC HT  -        1520.810 (meters)    4989.52  (feet)  COMP
 FQ0815  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 FQ0815
 FQ0815  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0815
 FQ0815.The horizontal coordinates were scaled from a topographic map and have
 FQ0815.an estimated accuracy of +/- 6 seconds.
 FQ0815
 FQ0815.The orthometric height was determined by differential leveling
 FQ0815.and adjusted by the  in 1992.
 FQ0815.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0815.rate of 0.0 thru 1.0 mm/km.
 FQ0815
 FQ0815.The geoid height was determined by GEOID03.
 FQ0815
 FQ0815.The dynamic height is computed by dividing the NAVD 88
 FQ0815.geopotential number by the normal gravity value computed on the
 FQ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0815.degrees latitude (g = 980.6199 gals.).
 FQ0815
 FQ0815.The modeled gravity was interpolated from observed gravity values.
 FQ0815
 FQ0815;                    North         East    Units  Estimated Accuracy
 FQ0815;SPC AZ C     -   504,500.      260,990.      MT  (+/- 180 meters Scaled)
 FQ0815
 FQ0815                          SUPERSEDED SURVEY CONTROL
 FQ0815
 FQ0815.No superseded survey control is available for this station.
 FQ0815
 FQ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE645338(NAD 83)
 FQ0815_MARKER: DB = BENCH MARK DISK
 FQ0815_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0815_SP_SET: ROCK OUTCROP
 FQ0815_STAMPING: 25 BKC 1968 4993
 FQ0815_MARK LOGO: USGS  
 FQ0815_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0815+STABILITY: POSITION/ELEVATION WELL
 FQ0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0815+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0815
 FQ0815  HISTORY     - Date     Condition        Report By
 FQ0815  HISTORY     - 1968     MONUMENTED       USGS
 FQ0815
 FQ0815                          STATION DESCRIPTION
 FQ0815
 FQ0815'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0815'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0815'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0815'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0815'NATIONAL MONUMENT, THENCE 10.8 MILES EAST ALONG THE MONUMENT ROAD,
 FQ0815'2.8 MILES NORTHWEST OF THE WUPATKI NATIONAL MONUMENT VISITORS CENTER,
 FQ0815'43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 FQ0815'WITNESS POST, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0787 ***********************************************************************
 FQ0787  DESIGNATION -  25 HLS
 FQ0787  PID         -  FQ0787
 FQ0787  STATE/COUNTY-  AZ/NAVAJO
 FQ0787  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0787
 FQ0787                         *CURRENT SURVEY CONTROL
 FQ0787  ___________________________________________________________________
 FQ0787* NAD 83(1986)-  35 09 41.     (N)    110 08 58.     (W)     SCALED    
 FQ0787* NAVD 88     -      1661.928  (meters)    5452.51   (feet)  ADJUSTED  
 FQ0787  ___________________________________________________________________
 FQ0787  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0787  DYNAMIC HT  -        1659.702 (meters)    5445.21  (feet)  COMP
 FQ0787  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 FQ0787
 FQ0787  VERT ORDER  -  THIRD
 FQ0787
 FQ0787.The horizontal coordinates were scaled from a topographic map and have
 FQ0787.an estimated accuracy of +/- 6 seconds.
 FQ0787
 FQ0787.The orthometric height was determined by differential leveling
 FQ0787.and adjusted in June 1991.
 FQ0787
 FQ0787.The geoid height was determined by GEOID03.
 FQ0787
 FQ0787.The dynamic height is computed by dividing the NAVD 88
 FQ0787.geopotential number by the normal gravity value computed on the
 FQ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0787.degrees latitude (g = 980.6199 gals.).
 FQ0787
 FQ0787.The modeled gravity was interpolated from observed gravity values.
 FQ0787
 FQ0787;                    North         East    Units  Estimated Accuracy
 FQ0787;SPC AZ E     -   461,480.      214,930.      MT  (+/- 180 meters Scaled)
 FQ0787
 FQ0787                          SUPERSEDED SURVEY CONTROL
 FQ0787
 FQ0787.No superseded survey control is available for this station.
 FQ0787
 FQ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD774912(NAD 83)
 FQ0787_MARKER: DB = BENCH MARK DISK
 FQ0787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0787_SP_SET: COPPER-CLAD STEEL ROD
 FQ0787_STAMPING: 25 HLS 1970 5450
 FQ0787_MARK LOGO: USGS  
 FQ0787_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0787+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0787
 FQ0787  HISTORY     - Date     Condition        Report By
 FQ0787  HISTORY     - 1970     MONUMENTED       USGS
 FQ0787
 FQ0787                          STATION DESCRIPTION
 FQ0787
 FQ0787'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0787'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0787'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0787'HIGHWAY 77, THENCE 4.0 MILES WEST ALONG A ROAD, 42 FEET SOUTH OF THE
 FQ0787'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0787'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0373 ***********************************************************************
 FS0373  DESIGNATION -  25 L
 FS0373  PID         -  FS0373
 FS0373  STATE/COUNTY-  AZ/MOHAVE
 FS0373  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0373
 FS0373                         *CURRENT SURVEY CONTROL
 FS0373  ___________________________________________________________________
 FS0373* NAD 83(1986)-  35 37 01.     (N)    114 15 32.     (W)     SCALED    
 FS0373* NAVD 88     -      1083.615  (meters)    3555.16   (feet)  POSTED    
 FS0373  ___________________________________________________________________
 FS0373  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FS0373  DYNAMIC HT  -        1082.370 (meters)    3551.08  (feet)  COMP
 FS0373  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 FS0373
 FS0373  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0373
 FS0373.The horizontal coordinates were scaled from a topographic map and have
 FS0373.an estimated accuracy of +/- 6 seconds.
 FS0373
 FS0373.The orthometric height was determined by differential leveling
 FS0373.and adjusted by the  in 1992.
 FS0373.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0373.rate of 0.0 thru 1.0 mm/km.
 FS0373
 FS0373.The geoid height was determined by GEOID03.
 FS0373
 FS0373.The dynamic height is computed by dividing the NAVD 88
 FS0373.geopotential number by the normal gravity value computed on the
 FS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0373.degrees latitude (g = 980.6199 gals.).
 FS0373
 FS0373.The modeled gravity was interpolated from observed gravity values.
 FS0373
 FS0373;                    North         East    Units  Estimated Accuracy
 FS0373;SPC AZ W     -   512,150.      167,260.      MT  (+/- 180 meters Scaled)
 FS0373
 FS0373                          SUPERSEDED SURVEY CONTROL
 FS0373
 FS0373  NGVD 29 (??/??/92) 1082.830  (m)         3552.58   (f) ADJ UNCH    1 1
 FS0373
 FS0373.Superseded values are not recommended for survey control.
 FS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0373.See file dsdata.txt to determine how the superseded data were derived.
 FS0373
 FS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV482449(NAD 83)
 FS0373_MARKER: DB = BENCH MARK DISK
 FS0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0373_STAMPING: 25 L 1938
 FS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0373+STABILITY: SURFACE MOTION
 FS0373
 FS0373  HISTORY     - Date     Condition        Report By
 FS0373  HISTORY     - 1938     MONUMENTED       USGS
 FS0373  HISTORY     - 1950     GOOD             NGS
 FS0373  HISTORY     - 19870116 MARK NOT FOUND   USPSQD
 FS0373  HISTORY     - 20050424 MARK NOT FOUND   INDIV
 FS0373
 FS0373                          STATION DESCRIPTION
 FS0373
 FS0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0373'19.3 MI N FROM GRASSHOPPER JUNCTION.
 FS0373'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0373'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 8.3 MILES
 FS0373'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.2 MILE
 FS0373'SOUTHWEST OF THE JUNCTION OF THE NEW ROAD, ON THE TOP OF A GRADE,
 FS0373'ON THE OUTSIDE OF A CURVE, ABOUT 115 YARDS EAST OF THE CENTER
 FS0373'LINE OF THE NEW ROAD, ABOUT 100 YARDS NORTH OF A CURVE, 42 FEET
 FS0373'EAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS
 FS0373'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 FS0373'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0373
 FS0373                          STATION RECOVERY (1987)
 FS0373
 FS0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0373'MARK NOT FOUND.
 FS0373
 FS0373                          STATION RECOVERY (2005)
 FS0373
 FS0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 FS0373'STOOD ON WAAS GPS POSITION 35 37 01 N   114 15 32 W.  A SEARCH OF THE
 FS0373'IMMEDIATE AREA DID NOT FIND ANY TRACE OF THE MARK OR THE WITNESS POST.
 FS0373'A WIRE FENCE ENCLOSING CLEARED PROPERTY WAS IMMEDIATELY TO THE WEST.
 FS0373'MARK IS PROBABLY LOST.
 FS0373' 
 FS0373'SUPPLEMENTAL DESCRIPTION -  PIERCE FERRY RD, A PAVED TWO LANE ROAD, IS
 FS0373'29.2 MILES NW ALONG US93 FROM THE INTERSECTION OF US93 AND I40.  MARK
 FS0373'IS 8.3 MILES NE ALONG PIERCE FERRY RD.  THE REMAINS OF  STRUCTURES AND
 FS0373'A FENCE ARE ALONG PIERCE FERRY RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1272 ***********************************************************************
 CY1272  DESIGNATION -  25 RS
 CY1272  PID         -  CY1272
 CY1272  STATE/COUNTY-  AZ/GRAHAM
 CY1272  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1272
 CY1272                         *CURRENT SURVEY CONTROL
 CY1272  ___________________________________________________________________
 CY1272* NAD 83(1986)-  32 36 00.     (N)    109 41 10.     (W)     SCALED    
 CY1272* NAVD 88     -      1197.59   (+/-2cm)    3929.1    (feet)  VERTCON   
 CY1272  ___________________________________________________________________
 CY1272  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY1272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1272
 CY1272.The horizontal coordinates were scaled from a topographic map and have
 CY1272.an estimated accuracy of +/- 6 seconds.
 CY1272
 CY1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1272.The vertical order pertains to the NGVD 29 superseded value.
 CY1272
 CY1272.The geoid height was determined by GEOID03.
 CY1272
 CY1272;                    North         East    Units  Estimated Accuracy
 CY1272;SPC AZ E     -   177,500.      258,470.      MT  (+/- 180 meters Scaled)
 CY1272
 CY1272                          SUPERSEDED SURVEY CONTROL
 CY1272
 CY1272  NGVD 29 (??/??/92) 1196.87   (m)         3926.7    (f) COMPUTED    2 0
 CY1272
 CY1272.Superseded values are not recommended for survey control.
 CY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1272.See file dsdata.txt to determine how the superseded data were derived.
 CY1272
 CY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB232077(NAD 83)
 CY1272_MARKER: DB = BENCH MARK DISK
 CY1272_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1272_SP_SET: PREFAB CONC. POST IN EARTH
 CY1272_STAMPING: 25 RS 1941 3927
 CY1272_MARK LOGO: USGS  
 CY1272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1272+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY1272
 CY1272  HISTORY     - Date     Condition        Report By
 CY1272  HISTORY     - 1941     MONUMENTED       USGS
 CY1272  HISTORY     - 19720313 GOOD             USGS
 CY1272  HISTORY     - 20081010 GOOD             GEOCAC
 CY1272
 CY1272                          STATION DESCRIPTION
 CY1272
 CY1272'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1272'FROM SAFFORD, ARIZONA, PROCEED 16.5 MILES SOUTH ALONG U S HIGHWAY 666,
 CY1272'915 FEET NORTH OF THE JUNCTION OF STATE HIGHWAY 266, 100 FEET WEST
 CY1272'AND ABOUT LEVEL WITH THE ROAD, 1 FOOT EAST OF A RIGHT-OF-WAY FENCE, 3
 CY1272'FEET SOUTH OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FEET.
 CY1272
 CY1272                          STATION RECOVERY (2008)
 CY1272
 CY1272'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY1272'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY1272'36.004' W109  41.162'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0185 ***********************************************************************
 ET0185  DESIGNATION -  2509
 ET0185  PID         -  ET0185
 ET0185  STATE/COUNTY-  AZ/YAVAPAI
 ET0185  USGS QUAD   -  BUMBLE BEE (1969)
 ET0185
 ET0185                         *CURRENT SURVEY CONTROL
 ET0185  ___________________________________________________________________
 ET0185* NAD 83(1986)-  34 11 34.     (N)    112 09 29.     (W)     SCALED    
 ET0185* NAVD 88     -       769.81   (+/-2cm)    2525.6    (feet)  VERTCON   
 ET0185  ___________________________________________________________________
 ET0185  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 ET0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0185
 ET0185.The horizontal coordinates were scaled from a topographic map and have
 ET0185.an estimated accuracy of +/- 6 seconds.
 ET0185
 ET0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0185.The vertical order pertains to the NGVD 29 superseded value.
 ET0185
 ET0185.The geoid height was determined by GEOID03.
 ET0185
 ET0185;                    North         East    Units  Estimated Accuracy
 ET0185;SPC AZ C     -   354,060.      191,110.      MT  (+/- 180 meters Scaled)
 ET0185
 ET0185                          SUPERSEDED SURVEY CONTROL
 ET0185
 ET0185  NGVD 29 (??/??/92)  769.162  (m)         2523.49   (f) ADJ UNCH    2 0
 ET0185
 ET0185.Superseded values are not recommended for survey control.
 ET0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0185.See file dsdata.txt to determine how the superseded data were derived.
 ET0185
 ET0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC932841(NAD 83)
 ET0185_MARKER: P = PIPE CAP
 ET0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0185_STAMPING: 2509
 ET0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0185
 ET0185  HISTORY     - Date     Condition        Report By
 ET0185  HISTORY     - UNK      MONUMENTED       USGS
 ET0185  HISTORY     - 1952     GOOD             NGS
 ET0185  HISTORY     - 20070310 MARK NOT FOUND   USPSQD
 ET0185
 ET0185                          STATION DESCRIPTION
 ET0185
 ET0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0185'IN BUMBLE BEE.
 ET0185'AT BUMBLE BEE, YAVAPAI COUNTY, ON STATE HIGHWAY 69, AT THE GENERAL
 ET0185'STORE AND POST OFFICE, 12 FEET NORTH OF THE BUILDING, AND 27 FEET WEST
 ET0185'OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 ET0185'STANDARD CAP, STAMPED 2509 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 ET0185'PIPE.
 ET0185
 ET0185                          STATION RECOVERY (2007)
 ET0185
 ET0185'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0185'MARK NOT FOUND. A ROOM ADDITION TO THE FRONT OF THE HOUSE HAS COVERED
 ET0185'THE MARK. THE MARK APPEARS TO BE UNDER THE ROOM ADDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0183 ***********************************************************************
 ET0183  DESIGNATION -  2515
 ET0183  PID         -  ET0183
 ET0183  STATE/COUNTY-  AZ/YAVAPAI
 ET0183  USGS QUAD   -  BUMBLE BEE (1969)
 ET0183
 ET0183                         *CURRENT SURVEY CONTROL
 ET0183  ___________________________________________________________________
 ET0183* NAD 83(1986)-  34 09 12.     (N)    112 09 42.     (W)     SCALED    
 ET0183* NAVD 88     -       770.37   (+/-2cm)    2527.5    (feet)  VERTCON   
 ET0183  ___________________________________________________________________
 ET0183  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 ET0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0183
 ET0183.The horizontal coordinates were scaled from a topographic map and have
 ET0183.an estimated accuracy of +/- 6 seconds.
 ET0183
 ET0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0183.The vertical order pertains to the NGVD 29 superseded value.
 ET0183
 ET0183.The geoid height was determined by GEOID03.
 ET0183
 ET0183;                    North         East    Units  Estimated Accuracy
 ET0183;SPC AZ C     -   349,690.      190,770.      MT  (+/- 180 meters Scaled)
 ET0183
 ET0183                          SUPERSEDED SURVEY CONTROL
 ET0183
 ET0183  NGVD 29 (??/??/92)  769.719  (m)         2525.32   (f) ADJ UNCH    2 0
 ET0183
 ET0183.Superseded values are not recommended for survey control.
 ET0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0183.See file dsdata.txt to determine how the superseded data were derived.
 ET0183
 ET0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929797(NAD 83)
 ET0183_MARKER: P = PIPE CAP
 ET0183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0183_STAMPING: 2515
 ET0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0183
 ET0183  HISTORY     - Date     Condition        Report By
 ET0183  HISTORY     - UNK      MONUMENTED       USGS
 ET0183  HISTORY     - 1952     GOOD             NGS
 ET0183  HISTORY     - 20080817 MARK NOT FOUND   GEOCAC
 ET0183
 ET0183                          STATION DESCRIPTION
 ET0183
 ET0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0183'9.7 MI N FROM ROCK SPRINGS.
 ET0183'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0183'SPRINGS (FORMERLY CANON), YAVAPAI COUNTY, ABOUT 3 MILES SOUTH OF
 ET0183'BUMBLE BEE, 60 FEET SOUTH OF A LARGE WASH, AND 13 FEET EAST OF THE
 ET0183'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 ET0183'CAP, STAMPED 2515 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 ET0183
 ET0183                          STATION RECOVERY (2008)
 ET0183
 ET0183'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0183'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0183'MARK. THERE IS A VERTICAL EROSION FACE ABOUT 15 FEET EAST OF THE ROAD
 ET0183'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0832 ***********************************************************************
 CG0832  DESIGNATION -  2518.5
 CG0832  PID         -  CG0832
 CG0832  STATE/COUNTY-  AZ/PIMA
 CG0832  USGS QUAD   -  TOPAWA (1979)
 CG0832
 CG0832                         *CURRENT SURVEY CONTROL
 CG0832  ___________________________________________________________________
 CG0832* NAD 83(1986)-  31 48 29.     (N)    111 48 32.     (W)     SCALED    
 CG0832* NAVD 88     -       768.27   (+/-2cm)    2520.6    (feet)  VERTCON   
 CG0832  ___________________________________________________________________
 CG0832  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CG0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0832
 CG0832.The horizontal coordinates were scaled from a topographic map and have
 CG0832.an estimated accuracy of +/- 6 seconds.
 CG0832
 CG0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0832.The vertical order pertains to the NGVD 29 superseded value.
 CG0832
 CG0832.The geoid height was determined by GEOID03.
 CG0832
 CG0832;                    North         East    Units  Estimated Accuracy
 CG0832;SPC AZ C     -    89,590.      223,560.      MT  (+/- 180 meters Scaled)
 CG0832
 CG0832                          SUPERSEDED SURVEY CONTROL
 CG0832
 CG0832  NGVD 29 (??/??/92)  767.551  (m)         2518.21   (f) ADJ UNCH    2 0
 CG0832
 CG0832.Superseded values are not recommended for survey control.
 CG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0832.See file dsdata.txt to determine how the superseded data were derived.
 CG0832
 CG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA234194(NAD 83)
 CG0832_MARKER: Z = SEE DESCRIPTION
 CG0832_SETTING: 0 = UNSPECIFIED SETTING
 CG0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0832
 CG0832  HISTORY     - Date     Condition        Report By
 CG0832  HISTORY     - UNK      MONUMENTED       USGS
 CG0832  HISTORY     - 1952     GOOD             NGS
 CG0832
 CG0832                          STATION DESCRIPTION
 CG0832
 CG0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0832'1 MI E FROM TOPAWA.
 CG0832'1 MILE EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0832'TOPAWA, 48.6 FEET SOUTH OF A TELEPHONE POLE, 46.2 FEET SOUTH OF B.M. W
 CG0832'305, 24 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1/2
 CG0832'FOOT HIGHER THAN THE ROAD, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0195 ***********************************************************************
 CZ0195  DESIGNATION -  2522.26
 CZ0195  PID         -  CZ0195
 CZ0195  STATE/COUNTY-  AZ/PIMA
 CZ0195  USGS QUAD   -  TUCSON (1992)
 CZ0195
 CZ0195                         *CURRENT SURVEY CONTROL
 CZ0195  ___________________________________________________________________
 CZ0195* NAD 83(1986)-  32 08 51.     (N)    110 57 41.     (W)     SCALED    
 CZ0195* NAVD 88     -       769.27   (+/-2cm)    2523.8    (feet)  VERTCON   
 CZ0195  ___________________________________________________________________
 CZ0195  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0195  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0195
 CZ0195.The horizontal coordinates were scaled from a topographic map and have
 CZ0195.an estimated accuracy of +/- 6 seconds.
 CZ0195
 CZ0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0195.The vertical order pertains to the NGVD 29 superseded value.
 CZ0195
 CZ0195.The geoid height was determined by GEOID03.
 CZ0195
 CZ0195;                    North         East    Units  Estimated Accuracy
 CZ0195;SPC AZ C     -   127,620.      303,480.      MT  (+/- 180 meters Scaled)
 CZ0195
 CZ0195                          SUPERSEDED SURVEY CONTROL
 CZ0195
 CZ0195  NGVD 29 (??/??/92)  768.626  (m)         2521.73   (f) ADJ UNCH    1 2
 CZ0195
 CZ0195.Superseded values are not recommended for survey control.
 CZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0195.See file dsdata.txt to determine how the superseded data were derived.
 CZ0195
 CZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036567(NAD 83)
 CZ0195_MARKER: B = BOLT
 CZ0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0195_SP_SET: CULVERT
 CZ0195_STAMPING: B.M. ELEV. 2522.26 STA. 209+93.85
 CZ0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0195
 CZ0195  HISTORY     - Date     Condition        Report By
 CZ0195  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0195  HISTORY     - 1953     GOOD             NGS
 CZ0195  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0195  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0195  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ0195
 CZ0195                          STATION DESCRIPTION
 CZ0195
 CZ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0195'5.3 MI S FROM TUCSON.
 CZ0195'5.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0195'STATION AT TUCSON, ABOUT 125 YARDS SOUTH OF THE CROSSING OF EAST
 CZ0195'DREXEL ROAD, ABOUT 60 YARDS WEST OF THE CENTER OF RAILROAD CULVERT
 CZ0195'989.57, AT A U.S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP OF THE
 CZ0195'WEST CONCRETE HEAD WALL, 24 FEET WEST OF THE CENTER LINE OF THE
 CZ0195'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0195
 CZ0195                          STATION RECOVERY (1980)
 CZ0195
 CZ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0195'HIGHWAY WIDENED AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
 CZ0195
 CZ0195                          STATION RECOVERY (1980)
 CZ0195
 CZ0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0195'MARK NOT FOUND.
 CZ0195
 CZ0195                          STATION RECOVERY (2007)
 CZ0195
 CZ0195'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0194 ***********************************************************************
 CZ0194  DESIGNATION -  2522.29
 CZ0194  PID         -  CZ0194
 CZ0194  STATE/COUNTY-  AZ/PIMA
 CZ0194  USGS QUAD   -  TUCSON (1992)
 CZ0194
 CZ0194                         *CURRENT SURVEY CONTROL
 CZ0194  ___________________________________________________________________
 CZ0194* NAD 83(1986)-  32 08 51.     (N)    110 57 40.     (W)     SCALED    
 CZ0194* NAVD 88     -       769.34   (+/-2cm)    2524.1    (feet)  VERTCON   
 CZ0194  ___________________________________________________________________
 CZ0194  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0194
 CZ0194.The horizontal coordinates were scaled from a topographic map and have
 CZ0194.an estimated accuracy of +/- 6 seconds.
 CZ0194
 CZ0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0194.The vertical order pertains to the NGVD 29 superseded value.
 CZ0194
 CZ0194.The geoid height was determined by GEOID03.
 CZ0194
 CZ0194;                    North         East    Units  Estimated Accuracy
 CZ0194;SPC AZ C     -   127,620.      303,500.      MT  (+/- 180 meters Scaled)
 CZ0194
 CZ0194                          SUPERSEDED SURVEY CONTROL
 CZ0194
 CZ0194  NGVD 29 (??/??/92)  768.691  (m)         2521.95   (f) ADJ UNCH    1 2
 CZ0194
 CZ0194.Superseded values are not recommended for survey control.
 CZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0194.See file dsdata.txt to determine how the superseded data were derived.
 CZ0194
 CZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036567(NAD 83)
 CZ0194_MARKER: DD = SURVEY DISK
 CZ0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0194_SP_SET: CULVERT
 CZ0194_STAMPING: 2522.29 3237+96.31 1951
 CZ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0194
 CZ0194  HISTORY     - Date     Condition        Report By
 CZ0194  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0194  HISTORY     - 1953     GOOD             NGS
 CZ0194  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0194  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0194  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ0194
 CZ0194                          STATION DESCRIPTION
 CZ0194
 CZ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0194'5.3 MI S FROM TUCSON.
 CZ0194'5.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0194'STATION AT TUCSON, ABOUT 125 YARDS SOUTH OF THE CROSSING OF EAST
 CZ0194'DREXEL ROAD, 137.6 FEET WEST OF THE CENTER OF THE WEST END OF RAILROAD
 CZ0194'CULVERT 989.57, AT A U.S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP
 CZ0194'OF THE CENTER OF THE EAST CONCRETE HEAD WALL, 25.5 FEET EAST OF THE
 CZ0194'CENTER LINE OF THE HIGHWAY, AND ABUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 CZ0194
 CZ0194                          STATION RECOVERY (1980)
 CZ0194
 CZ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0194'HIGHWAY WIDENED AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
 CZ0194
 CZ0194                          STATION RECOVERY (1980)
 CZ0194
 CZ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0194'MARK NOT FOUND.
 CZ0194
 CZ0194                          STATION RECOVERY (2007)
 CZ0194
 CZ0194'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0199 ***********************************************************************
 CZ0199  DESIGNATION -  2541.76
 CZ0199  PID         -  CZ0199
 CZ0199  STATE/COUNTY-  AZ/PIMA
 CZ0199  USGS QUAD   -  TUCSON (1992)
 CZ0199
 CZ0199                         *CURRENT SURVEY CONTROL
 CZ0199  ___________________________________________________________________
 CZ0199* NAD 83(1986)-  32 07 50.     (N)    110 57 39.     (W)     SCALED    
 CZ0199* NAVD 88     -       775.256  (meters)    2543.49   (feet)  ADJUSTED  
 CZ0199  ___________________________________________________________________
 CZ0199  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0199  DYNAMIC HT  -         774.176 (meters)    2539.94  (feet)  COMP
 CZ0199  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 CZ0199
 CZ0199  VERT ORDER  -  FIRST     CLASS II
 CZ0199
 CZ0199.The horizontal coordinates were scaled from a topographic map and have
 CZ0199.an estimated accuracy of +/- 6 seconds.
 CZ0199
 CZ0199.The orthometric height was determined by differential leveling
 CZ0199.and adjusted in June 1991.
 CZ0199
 CZ0199.The geoid height was determined by GEOID03.
 CZ0199
 CZ0199.The dynamic height is computed by dividing the NAVD 88
 CZ0199.geopotential number by the normal gravity value computed on the
 CZ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0199.degrees latitude (g = 980.6199 gals.).
 CZ0199
 CZ0199.The modeled gravity was interpolated from observed gravity values.
 CZ0199
 CZ0199;                    North         East    Units  Estimated Accuracy
 CZ0199;SPC AZ C     -   125,740.      303,540.      MT  (+/- 180 meters Scaled)
 CZ0199
 CZ0199                          SUPERSEDED SURVEY CONTROL
 CZ0199
 CZ0199  NGVD 29 (??/??/92)  774.620  (m)         2541.40   (f) ADJ UNCH    1 2
 CZ0199
 CZ0199.Superseded values are not recommended for survey control.
 CZ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0199.See file dsdata.txt to determine how the superseded data were derived.
 CZ0199
 CZ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036549(NAD 83)
 CZ0199_MARKER: DD = SURVEY DISK
 CZ0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0199_SP_SET: CULVERT
 CZ0199_STAMPING: 2541.76 1951 3176+90.37
 CZ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0199
 CZ0199  HISTORY     - Date     Condition        Report By
 CZ0199  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0199  HISTORY     - 1953     GOOD             NGS
 CZ0199  HISTORY     - 1973     GOOD             AZDT
 CZ0199  HISTORY     - 1980     GOOD             NGS
 CZ0199  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0199  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0199
 CZ0199                          STATION DESCRIPTION
 CZ0199
 CZ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0199'6.5 MI S FROM TUCSON.
 CZ0199'6.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0199'STATION AT TUCSON, AT THE JUNCTION OF U. S. HIGHWAY 89 AND EAST MEDINA
 CZ0199'ROAD, 114 FEET WEST OF THE WEST EDGE OF A WOODEN RAILROAD BRIDGE, AT A
 CZ0199'HIGHWAY DOUBLE CONCRETE BOX CULVERT, IN THE TOP OF THE EAST CONCRETE
 CZ0199'HEAD WALL, 22.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1/2
 CZ0199'FOOT HIGHER THAN THE HIGHWAY.
 CZ0199
 CZ0199                          STATION RECOVERY (1973)
 CZ0199
 CZ0199'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1973
 CZ0199'RECOVERED IN GOOD CONDITION.
 CZ0199
 CZ0199                          STATION RECOVERY (1980)
 CZ0199
 CZ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0199'10.3 KILOMETERS (6.4 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0199'RAILROAD FROM THE STATION AT TUCSON, 88 PACES NORTH OF THE T
 CZ0199'JUNCTION OF U S HIGHWAY 89 AND MEDINA ROAD, AT A DOUBLE BOX
 CZ0199'CULVERT UNDER THE HIGHWAY AND IN THE TOP CENTER OF THE EAST
 CZ0199'HEADWALL, 31.7 METERS (114 FEET) WEST OF THE WEST EDGE OF RAIL-
 CZ0199'ROAD BRIDGE 990.80, 6.9 METERS (22.6 FEET) EAST OF THE CENTER-
 CZ0199'LINE OF U S HIGHWAY 89.
 CZ0199'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CZ0199
 CZ0199                          STATION RECOVERY (2006)
 CZ0199
 CZ0199'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0199'MARK NOT FOUND. HIGHWAY WIDENED.
 CZ0199
 CZ0199                          STATION RECOVERY (2007)
 CZ0199
 CZ0199'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0577 ***********************************************************************
 ET0577  DESIGNATION -  2551.8
 ET0577  PID         -  ET0577
 ET0577  STATE/COUNTY-  AZ/YAVAPAI
 ET0577  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0577
 ET0577                         *CURRENT SURVEY CONTROL
 ET0577  ___________________________________________________________________
 ET0577* NAD 83(1986)-  34 31 01.     (N)    113 04 41.     (W)     SCALED    
 ET0577* NAVD 88     -       778.285  (meters)    2553.42   (feet)  POSTED    
 ET0577  ___________________________________________________________________
 ET0577  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 ET0577  DYNAMIC HT  -         777.350 (meters)    2550.36  (feet)  COMP
 ET0577  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 ET0577
 ET0577  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0577
 ET0577.The horizontal coordinates were scaled from a topographic map and have
 ET0577.an estimated accuracy of +/- 6 seconds.
 ET0577
 ET0577.The orthometric height was determined by differential leveling
 ET0577.and adjusted in November 2005.
 ET0577.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0577.rate of 0.0 thru 1.0 mm/km.
 ET0577
 ET0577.The geoid height was determined by GEOID03.
 ET0577
 ET0577.The dynamic height is computed by dividing the NAVD 88
 ET0577.geopotential number by the normal gravity value computed on the
 ET0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0577.degrees latitude (g = 980.6199 gals.).
 ET0577
 ET0577.The modeled gravity was interpolated from observed gravity values.
 ET0577
 ET0577;                    North         East    Units  Estimated Accuracy
 ET0577;SPC AZ C     -   390,600.      106,730.      MT  (+/- 180 meters Scaled)
 ET0577
 ET0577                          SUPERSEDED SURVEY CONTROL
 ET0577
 ET0577  NGVD 29 (??/??/92)  777.570  (m)         2551.08   (f) ADJ UNCH    1 2
 ET0577
 ET0577.Superseded values are not recommended for survey control.
 ET0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0577.See file dsdata.txt to determine how the superseded data were derived.
 ET0577
 ET0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD092214(NAD 83)
 ET0577_MARKER: Q = CHISELED SQUARE
 ET0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0577_SP_SET: BRIDGE
 ET0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0577
 ET0577  HISTORY     - Date     Condition        Report By
 ET0577  HISTORY     - UNK      MONUMENTED       USGS
 ET0577  HISTORY     - 1950     GOOD             NGS
 ET0577  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0577
 ET0577                          STATION DESCRIPTION
 ET0577
 ET0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0577'10.3 MI SE FROM BAGDAD.
 ET0577'10.3 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST
 ET0577'OFFICE AT BAGDAD, 0.1 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 ET0577'SOUTH TO PIKES PLACE, AT A WOODEN BRIDGE OVER SHEPP WASH, ON TOP OF
 ET0577'THE NORTHEAST CONCRETE WINGWALL, 12 FEET NORTH OF THE CENTER LINE OF
 ET0577'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 ET0577
 ET0577                          STATION RECOVERY (2008)
 ET0577
 ET0577'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0577'THE BRIDGE HAS BEEN REPLACED BY A MODERN CONCRETE STRUCTURE, AND THE
 ET0577'HIGHWAY HAS BEEN RAISED ABOUT TERN FEET. THE WINGWALL HAS NO MARK IN
 ET0577'IT. ASSUMED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0203 ***********************************************************************
 CZ0203  DESIGNATION -  2551.85
 CZ0203  PID         -  CZ0203
 CZ0203  STATE/COUNTY-  AZ/PIMA
 CZ0203  USGS QUAD   -  TUCSON SW (1992)
 CZ0203
 CZ0203                         *CURRENT SURVEY CONTROL
 CZ0203  ___________________________________________________________________
 CZ0203* NAD 83(1986)-  32 07 18.     (N)    110 57 38.     (W)     SCALED    
 CZ0203* NAVD 88     -       778.341  (meters)    2553.61   (feet)  ADJUSTED  
 CZ0203  ___________________________________________________________________
 CZ0203  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0203  DYNAMIC HT  -         777.254 (meters)    2550.04  (feet)  COMP
 CZ0203  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 CZ0203
 CZ0203  VERT ORDER  -  FIRST     CLASS II
 CZ0203
 CZ0203.The horizontal coordinates were scaled from a topographic map and have
 CZ0203.an estimated accuracy of +/- 6 seconds.
 CZ0203
 CZ0203.The orthometric height was determined by differential leveling
 CZ0203.and adjusted in June 1991.
 CZ0203
 CZ0203.The geoid height was determined by GEOID03.
 CZ0203
 CZ0203.The dynamic height is computed by dividing the NAVD 88
 CZ0203.geopotential number by the normal gravity value computed on the
 CZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0203.degrees latitude (g = 980.6199 gals.).
 CZ0203
 CZ0203.The modeled gravity was interpolated from observed gravity values.
 CZ0203
 CZ0203;                    North         East    Units  Estimated Accuracy
 CZ0203;SPC AZ C     -   124,760.      303,580.      MT  (+/- 180 meters Scaled)
 CZ0203
 CZ0203                          SUPERSEDED SURVEY CONTROL
 CZ0203
 CZ0203  NGVD 29 (??/??/92)  777.689  (m)         2551.47   (f) ADJ UNCH    1 2
 CZ0203
 CZ0203.Superseded values are not recommended for survey control.
 CZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0203.See file dsdata.txt to determine how the superseded data were derived.
 CZ0203
 CZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037539(NAD 83)
 CZ0203_MARKER: DD = SURVEY DISK
 CZ0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0203_SP_SET: CULVERT
 CZ0203_STAMPING: 3143+80.00 2551.85
 CZ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0203
 CZ0203  HISTORY     - Date     Condition        Report By
 CZ0203  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0203  HISTORY     - 1953     GOOD             NGS
 CZ0203  HISTORY     - 1980     GOOD             NGS
 CZ0203
 CZ0203                          STATION DESCRIPTION
 CZ0203
 CZ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0203'7.1 MI S FROM TUCSON.
 CZ0203'7.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0203'STATION AT TUCSON, ABOUT 42 YARDS NORTHEAST OF THE INTERSECTION OF
 CZ0203'U.S. HIGHWAY 89 AND EAST ELVADO ROAD, 120 FEET WEST OF THE WEST RAIL
 CZ0203'AT THE CENTER OF A WOODEN RAILROAD BRIDGE, AT A HIGHWAY DOUBLE
 CZ0203'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST
 CZ0203'CONCRETE HEAD WALL, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0203'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0203
 CZ0203                          STATION RECOVERY (1980)
 CZ0203
 CZ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0203'11.3 KILOMETERS (7.05 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0203'RAILROAD FROM THE STATION AT TUCSON, 88 PACES NORTH OF THE T
 CZ0203'JUNCTION OF U S HIGHWAY 89 AND EAST EL VADO ROAD AND IN TOP OF
 CZ0203'THE CENTER OF THE EAST HEADWALL OF A DOUBLE BOX CULVERT FOR THE
 CZ0203'HIGHWAY, 36.6 METERS (120 FEET) WEST OF THE WEST RAIL,
 CZ0203'7 METERS (23 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY.
 CZ0203'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0050 ***********************************************************************
 CZ0050  DESIGNATION -  2553
 CZ0050  PID         -  CZ0050
 CZ0050  STATE/COUNTY-  AZ/PIMA
 CZ0050  USGS QUAD   -  TUCSON (1992)
 CZ0050
 CZ0050                         *CURRENT SURVEY CONTROL
 CZ0050  ___________________________________________________________________
 CZ0050* NAD 83(1986)-  32 11 13.     (N)    110 54 31.     (W)     SCALED    
 CZ0050* NAVD 88     -       778.64   (+/-2cm)    2554.6    (feet)  VERTCON   
 CZ0050  ___________________________________________________________________
 CZ0050  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0050  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0050
 CZ0050.The horizontal coordinates were scaled from a topographic map and have
 CZ0050.an estimated accuracy of +/- 6 seconds.
 CZ0050
 CZ0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0050.The vertical order pertains to the NGVD 29 superseded value.
 CZ0050
 CZ0050.The geoid height was determined by GEOID03.
 CZ0050
 CZ0050;                    North         East    Units  Estimated Accuracy
 CZ0050;SPC AZ C     -   132,040.      308,410.      MT  (+/- 180 meters Scaled)
 CZ0050
 CZ0050                          SUPERSEDED SURVEY CONTROL
 CZ0050
 CZ0050  NGVD 29 (??/??/92)  778.006  (m)         2552.51   (f) ADJ UNCH    1 2
 CZ0050
 CZ0050.Superseded values are not recommended for survey control.
 CZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0050.See file dsdata.txt to determine how the superseded data were derived.
 CZ0050
 CZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA086611(NAD 83)
 CZ0050_MARKER: DD = SURVEY DISK
 CZ0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0050_SP_SET: CULVERT WALK
 CZ0050_STAMPING: 2553 WA26 1940
 CZ0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0050
 CZ0050  HISTORY     - Date     Condition        Report By
 CZ0050  HISTORY     - 1940     MONUMENTED       USGS
 CZ0050  HISTORY     - 1952     GOOD             NGS
 CZ0050  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0050  HISTORY     - 20060910 MARK NOT FOUND   INDIV
 CZ0050
 CZ0050                          STATION DESCRIPTION
 CZ0050
 CZ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0050'4.2 MI SE FROM TUCSON.
 CZ0050'4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0050'RAILROAD STATION AT TUCSON, ABOUT 110 YARDS NORTHEAST OF THE TRACKS,
 CZ0050'AT THE WEST CORNER OF THE DAVIS-MONTHAN AIR FORCE BASE, 0.1 MILE
 CZ0050'NORTHWEST OF GATE A (SOUTHEAST GATE), IN THE TOP OF A CONCRETE WALK ON
 CZ0050'THE SOUTHEAST SIDE OF THE DEPARTMENT OF COMMERCE WEATHER BUREAS
 CZ0050'STATION BUILDING, UNDER THE WOODEN PORCH OF AN ACCESS STAIRWAY TO THE
 CZ0050'ROOF OF BUILDING, 75.1 FEET SOUTHEAST OF THE WEST CORNER OF BOUNDARY
 CZ0050'FENCE, 8.2 FEET NORTHEAST OF THE SOUTHWEST BOUNDARY FENCE, 2.0 FEET
 CZ0050'SOUTHEAST OF THE CENTER OF A DOORWAY TO BUILDING, AND 0.4 FEET
 CZ0050'SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING.
 CZ0050
 CZ0050                          STATION RECOVERY (1979)
 CZ0050
 CZ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0050'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 CZ0050
 CZ0050                          STATION RECOVERY (2006)
 CZ0050
 CZ0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ0050'MARKER NOT FOUND.  SITE DESCRIPTION NO LONGER VALID.  THE AREA HAS
 CZ0050'CHANGED DRASTICALLY SINCE THE MARKER WAS EMPLACED WITH MAJOR ROAD
 CZ0050'CONSTRUCTION IN THE AREA.  FOUND AN ADOT MARKER IN THE BULL NOSE OF AN
 CZ0050'INTERSECTION ABOUT 100 FEET AT 280 DEGREES TRUE FROM THE EXPECTED
 CZ0050'COORDINATES FOR THIS MARKER, BUT IT CLEARLY DOES NOT HAVE NGS MARKINGS
 CZ0050'ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0204 ***********************************************************************
 CZ0204  DESIGNATION -  2555.57
 CZ0204  PID         -  CZ0204
 CZ0204  STATE/COUNTY-  AZ/PIMA
 CZ0204  USGS QUAD   -  TUCSON SW (1992)
 CZ0204
 CZ0204                         *CURRENT SURVEY CONTROL
 CZ0204  ___________________________________________________________________
 CZ0204* NAD 83(1986)-  32 06 55.     (N)    110 57 37.     (W)     SCALED    
 CZ0204* NAVD 88     -       779.461  (meters)    2557.28   (feet)  ADJUSTED  
 CZ0204  ___________________________________________________________________
 CZ0204  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ0204  DYNAMIC HT  -         778.371 (meters)    2553.71  (feet)  COMP
 CZ0204  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 CZ0204
 CZ0204  VERT ORDER  -  FIRST     CLASS II
 CZ0204
 CZ0204.The horizontal coordinates were scaled from a topographic map and have
 CZ0204.an estimated accuracy of +/- 6 seconds.
 CZ0204
 CZ0204.The orthometric height was determined by differential leveling
 CZ0204.and adjusted in June 1991.
 CZ0204
 CZ0204.The geoid height was determined by GEOID03.
 CZ0204
 CZ0204.The dynamic height is computed by dividing the NAVD 88
 CZ0204.geopotential number by the normal gravity value computed on the
 CZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0204.degrees latitude (g = 980.6199 gals.).
 CZ0204
 CZ0204.The modeled gravity was interpolated from observed gravity values.
 CZ0204
 CZ0204;                    North         East    Units  Estimated Accuracy
 CZ0204;SPC AZ C     -   124,050.      303,610.      MT  (+/- 180 meters Scaled)
 CZ0204
 CZ0204                          SUPERSEDED SURVEY CONTROL
 CZ0204
 CZ0204  NGVD 29 (??/??/92)  778.819  (m)         2555.18   (f) ADJ UNCH    1 2
 CZ0204
 CZ0204.Superseded values are not recommended for survey control.
 CZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0204.See file dsdata.txt to determine how the superseded data were derived.
 CZ0204
 CZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037532(NAD 83)
 CZ0204_MARKER: DD = SURVEY DISK
 CZ0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0204_SP_SET: CULVERT
 CZ0204_STAMPING: 2555.57 1951 3121+20.14
 CZ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0204+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0204
 CZ0204  HISTORY     - Date     Condition        Report By
 CZ0204  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0204  HISTORY     - 1953     GOOD             NGS
 CZ0204  HISTORY     - 1980     GOOD             NGS
 CZ0204  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CZ0204  HISTORY     - 19990213 GOOD             USPSQD
 CZ0204  HISTORY     - 20060315 GOOD             USPSQD
 CZ0204  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0204
 CZ0204                          STATION DESCRIPTION
 CZ0204
 CZ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0204'7.55 MI S FROM TUCSON.
 CZ0204'7.55 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0204'STATION AT TUCSON, 120 FEET WEST OF THE WEST RAIL AT THE CENTER OF
 CZ0204'WOODEN RAILROAD BRIDGE 991.85, AT A U.S. HIGHWAY 89 DOUBLE CONCRETE
 CZ0204'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CZ0204'HEAD WALL, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 CZ0204'FOOT HIGHER THAN THE HIGHWAY.
 CZ0204
 CZ0204                          STATION RECOVERY (1980)
 CZ0204
 CZ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0204'12.1 KILOMETERS (7.5 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0204'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ0204'NORTH OF THE EMPIRE CATERPILLAR DEALER, SET IN THE TOP CENTER
 CZ0204'OF THE EAST HEADWALL OF A DOUBLE BOX CULVERT FOR U S HIGHWAY 89,
 CZ0204'36.6 METERS (120 FEET) WEST OF THE WEST RAIL, 7 METERS (23 FEET)
 CZ0204'EAST OF THE CENTERLINE OF THE HIGHWAY.
 CZ0204'THE MARK IS 0.2 M ABOVE THE HIGHWAY..
 CZ0204
 CZ0204                          STATION RECOVERY (1995)
 CZ0204
 CZ0204'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0204'MARK NOT FOUND.
 CZ0204
 CZ0204                          STATION RECOVERY (1999)
 CZ0204
 CZ0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0204'RECOVERED IN GOOD CONDITION.
 CZ0204
 CZ0204                          STATION RECOVERY (2006)
 CZ0204
 CZ0204'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0204'RECOVERED AS DESCRIBED.
 CZ0204
 CZ0204                          STATION RECOVERY (2007)
 CZ0204
 CZ0204'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0434 ***********************************************************************
 FS0434  DESIGNATION -  2557
 FS0434  PID         -  FS0434
 FS0434  STATE/COUNTY-  AZ/MOHAVE
 FS0434  USGS QUAD   -  GOLD BASIN (1989)
 FS0434
 FS0434                         *CURRENT SURVEY CONTROL
 FS0434  ___________________________________________________________________
 FS0434* NAD 83(1986)-  35 51 46.     (N)    114 10 06.     (W)     SCALED    
 FS0434* NAVD 88     -       786.363  (meters)    2579.93   (feet)  POSTED    
 FS0434  ___________________________________________________________________
 FS0434  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS0434  DYNAMIC HT  -         785.510 (meters)    2577.13  (feet)  COMP
 FS0434  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 FS0434
 FS0434  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0434
 FS0434.The horizontal coordinates were scaled from a topographic map and have
 FS0434.an estimated accuracy of +/- 6 seconds.
 FS0434
 FS0434.The orthometric height was determined by differential leveling
 FS0434.and adjusted by the  in 1992.
 FS0434.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0434.rate of 0.0 thru 1.0 mm/km.
 FS0434
 FS0434.The geoid height was determined by GEOID03.
 FS0434
 FS0434.The dynamic height is computed by dividing the NAVD 88
 FS0434.geopotential number by the normal gravity value computed on the
 FS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0434.degrees latitude (g = 980.6199 gals.).
 FS0434
 FS0434.The modeled gravity was interpolated from observed gravity values.
 FS0434
 FS0434;                    North         East    Units  Estimated Accuracy
 FS0434;SPC AZ W     -   539,390.      175,580.      MT  (+/- 180 meters Scaled)
 FS0434
 FS0434                          SUPERSEDED SURVEY CONTROL
 FS0434
 FS0434  NGVD 29 (??/??/92)  785.652  (m)         2577.59   (f) ADJ UNCH    1 1
 FS0434
 FS0434.Superseded values are not recommended for survey control.
 FS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0434.See file dsdata.txt to determine how the superseded data were derived.
 FS0434
 FS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV556724(NAD 83)
 FS0434_MARKER: DD = SURVEY DISK
 FS0434_SETTING: 80 = SET IN A BOULDER
 FS0434_SP_SET: BOULDER
 FS0434_STAMPING: 2560 2557 25B 1920
 FS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0434+STABILITY: SURFACE MOTION
 FS0434
 FS0434  HISTORY     - Date     Condition        Report By
 FS0434  HISTORY     - 1920     MONUMENTED       USGS
 FS0434  HISTORY     - 1950     GOOD             NGS
 FS0434
 FS0434                          STATION DESCRIPTION
 FS0434
 FS0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0434'12.4 MI S FROM MOUTH OF HUALPAI WASH.
 FS0434'12.4 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0434'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, 55 FEET NORTHWEST
 FS0434'OF THE APPROXIMATE CENTER OF A DRY WASH, 35 FEET NORTHEAST OF THE
 FS0434'CENTER LINE OF THE ROAD, IN THE TOP OF A BOULDER PROJECTING 1
 FS0434'FOOT ABOVE THE GROUND, 1 FOOT SOUTHWEST OF A CAIRN, AND ABOUT
 FS0434'10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0208 ***********************************************************************
 CZ0208  DESIGNATION -  2566.55
 CZ0208  PID         -  CZ0208
 CZ0208  STATE/COUNTY-  AZ/PIMA
 CZ0208  USGS QUAD   -  TUCSON SW (1992)
 CZ0208
 CZ0208                         *CURRENT SURVEY CONTROL
 CZ0208  ___________________________________________________________________
 CZ0208* NAD 83(1986)-  32 06 14.     (N)    110 57 35.     (W)     SCALED    
 CZ0208* NAVD 88     -       782.821  (meters)    2568.31   (feet)  ADJUSTED  
 CZ0208  ___________________________________________________________________
 CZ0208  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ0208  DYNAMIC HT  -         781.723 (meters)    2564.70  (feet)  COMP
 CZ0208  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 CZ0208
 CZ0208  VERT ORDER  -  FIRST     CLASS II
 CZ0208
 CZ0208.The horizontal coordinates were scaled from a topographic map and have
 CZ0208.an estimated accuracy of +/- 6 seconds.
 CZ0208
 CZ0208.The orthometric height was determined by differential leveling
 CZ0208.and adjusted in June 1991.
 CZ0208
 CZ0208.The geoid height was determined by GEOID03.
 CZ0208
 CZ0208.The dynamic height is computed by dividing the NAVD 88
 CZ0208.geopotential number by the normal gravity value computed on the
 CZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0208.degrees latitude (g = 980.6199 gals.).
 CZ0208
 CZ0208.The modeled gravity was interpolated from observed gravity values.
 CZ0208
 CZ0208;                    North         East    Units  Estimated Accuracy
 CZ0208;SPC AZ C     -   122,790.      303,680.      MT  (+/- 180 meters Scaled)
 CZ0208
 CZ0208                          SUPERSEDED SURVEY CONTROL
 CZ0208
 CZ0208  NGVD 29 (??/??/92)  782.167  (m)         2566.16   (f) ADJ UNCH    1 2
 CZ0208
 CZ0208.Superseded values are not recommended for survey control.
 CZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0208.See file dsdata.txt to determine how the superseded data were derived.
 CZ0208
 CZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038519(NAD 83)
 CZ0208_MARKER: DD = SURVEY DISK
 CZ0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0208_SP_SET: BRIDGE
 CZ0208_STAMPING: 2566.55 1951 3080+00.34
 CZ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0208
 CZ0208  HISTORY     - Date     Condition        Report By
 CZ0208  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0208  HISTORY     - 1953     GOOD             NGS
 CZ0208  HISTORY     - 1980     GOOD             NGS
 CZ0208  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CZ0208  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CZ0208  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0208
 CZ0208                          STATION DESCRIPTION
 CZ0208
 CZ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0208'8.35 MI S FROM TUCSON.
 CZ0208'8.35 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0208'STATION AT TUCSON, 347 FEET SOUTH OF THE CENTER OF THE T JUNCTION OF
 CZ0208'U.S. HIGHWAY 89 AND A PAVED ROAD LEADING EAST TO HUGHES AIRCRAFT
 CZ0208'COMPANY, AT A LARGE CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE SOUTH
 CZ0208'END OF THE EAST CONCRETE HEAD WALL, 121.5 FEET WEST OF THE WEST RAIL
 CZ0208'AT THE CENTER OF A WOODEN RAILROAD BRIDGE, 21 FEET EAST OF THE CENTER
 CZ0208'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0208
 CZ0208                          STATION RECOVERY (1980)
 CZ0208
 CZ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0208'13.4 KILOMETERS (8.3 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0208'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF THE
 CZ0208'T JUNCTION OF U S HIGHWAY 89 AND A PAVED ROAD LEADING TO THE
 CZ0208'HUGHES AIRCRAFT COMPANY, SET IN TOP OF THE SOUTH END OF THE
 CZ0208'EAST HEADWALL FOR A SIX CHANNEL BOX CULVERT FOR THE HIGHWAY,
 CZ0208'37 METERS (121.5 FEET) WEST OF THE WEST RAIL, 6.4 METERS
 CZ0208'(21 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY.
 CZ0208'THE MARK IS 0.2 M ABOVE THE HIGHWAY..
 CZ0208
 CZ0208                          STATION RECOVERY (1995)
 CZ0208
 CZ0208'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0208'MARK NOT FOUND.
 CZ0208
 CZ0208                          STATION RECOVERY (1999)
 CZ0208
 CZ0208'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0208'MARK NOT FOUND.
 CZ0208
 CZ0208                          STATION RECOVERY (2007)
 CZ0208
 CZ0208'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0386 ***********************************************************************
 DU0386  DESIGNATION -  2574
 DU0386  PID         -  DU0386
 DU0386  STATE/COUNTY-  AZ/GILA
 DU0386  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0386
 DU0386                         *CURRENT SURVEY CONTROL
 DU0386  ___________________________________________________________________
 DU0386* NAD 83(1986)-  33 58 40.     (N)    111 18 51.     (W)     SCALED    
 DU0386* NAVD 88     -       785.385  (meters)    2576.72   (feet)  ADJUSTED  
 DU0386  ___________________________________________________________________
 DU0386  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DU0386  DYNAMIC HT  -         784.386 (meters)    2573.44  (feet)  COMP
 DU0386  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 DU0386
 DU0386  VERT ORDER  -  FIRST     CLASS II
 DU0386
 DU0386.The horizontal coordinates were scaled from a topographic map and have
 DU0386.an estimated accuracy of +/- 6 seconds.
 DU0386
 DU0386.The orthometric height was determined by differential leveling
 DU0386.and adjusted in June 1991.
 DU0386
 DU0386.The geoid height was determined by GEOID03.
 DU0386
 DU0386.The dynamic height is computed by dividing the NAVD 88
 DU0386.geopotential number by the normal gravity value computed on the
 DU0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0386.degrees latitude (g = 980.6199 gals.).
 DU0386
 DU0386.The modeled gravity was interpolated from observed gravity values.
 DU0386
 DU0386;                    North         East    Units  Estimated Accuracy
 DU0386;SPC AZ E     -   330,780.      107,330.      MT  (+/- 180 meters Scaled)
 DU0386
 DU0386                          SUPERSEDED SURVEY CONTROL
 DU0386
 DU0386  NGVD 29 (??/??/92)  784.771  (m)         2574.70   (f) ADJ UNCH    1 2
 DU0386
 DU0386.Superseded values are not recommended for survey control.
 DU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0386.See file dsdata.txt to determine how the superseded data were derived.
 DU0386
 DU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709597(NAD 83)
 DU0386_MARKER: S = SPIKE
 DU0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0386_SP_SET: CATTLE GUARD
 DU0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0386
 DU0386  HISTORY     - Date     Condition        Report By
 DU0386  HISTORY     - UNK      MONUMENTED       USGS
 DU0386  HISTORY     - 1934     GOOD             NGS
 DU0386
 DU0386                          STATION DESCRIPTION
 DU0386
 DU0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0386'8.6 MI N FROM TONTO BASIN.
 DU0386'8.6 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0386'GILA COUNTY, AT THE SOUTH BASE OF TONTO HILL, 42 FEET EAST OF THE
 DU0386'CENTERLINE OF THE HIGHWAY, IN THE BASE OF THE EAST GATEPOST OF A
 DU0386'CATTLEGUARD, AND 1 FOOT ABOVE THE GROUND.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0528 ***********************************************************************
 FS0528  DESIGNATION -  2574.29
 FS0528  PID         -  FS0528
 FS0528  STATE/COUNTY-  AZ/MOHAVE
 FS0528  USGS QUAD   -  KINGMAN SE (1980)
 FS0528
 FS0528                         *CURRENT SURVEY CONTROL
 FS0528  ___________________________________________________________________
 FS0528* NAD 83(1986)-  35 04 01.     (N)    114 07 26.     (W)     SCALED    
 FS0528* NAVD 88     -       785.391  (meters)    2576.74   (feet)  POSTED    
 FS0528  ___________________________________________________________________
 FS0528  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FS0528  DYNAMIC HT  -         784.490 (meters)    2573.78  (feet)  COMP
 FS0528  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 FS0528
 FS0528  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0528
 FS0528.The horizontal coordinates were scaled from a topographic map and have
 FS0528.an estimated accuracy of +/- 6 seconds.
 FS0528
 FS0528.The orthometric height was determined by differential leveling
 FS0528.and adjusted by the  in 1992.
 FS0528.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0528.rate of 0.0 thru 1.0 mm/km.
 FS0528
 FS0528.The geoid height was determined by GEOID03.
 FS0528
 FS0528.The dynamic height is computed by dividing the NAVD 88
 FS0528.geopotential number by the normal gravity value computed on the
 FS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0528.degrees latitude (g = 980.6199 gals.).
 FS0528
 FS0528.The modeled gravity was interpolated from observed gravity values.
 FS0528
 FS0528;                    North         East    Units  Estimated Accuracy
 FS0528;SPC AZ W     -   451,080.      179,260.      MT  (+/- 180 meters Scaled)
 FS0528
 FS0528                          SUPERSEDED SURVEY CONTROL
 FS0528
 FS0528  NGVD 29 (??/??/92)  784.634  (m)         2574.25   (f) ADJ UNCH    2 0
 FS0528
 FS0528.Superseded values are not recommended for survey control.
 FS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0528.See file dsdata.txt to determine how the superseded data were derived.
 FS0528
 FS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU622842(NAD 83)
 FS0528_MARKER: DD = SURVEY DISK
 FS0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0528_SP_SET: CULVERT
 FS0528_STAMPING: 2574.29 2075X66X51 1949
 FS0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0528
 FS0528  HISTORY     - Date     Condition        Report By
 FS0528  HISTORY     - 1949     MONUMENTED       AZHD
 FS0528  HISTORY     - 1961     GOOD             NGS
 FS0528  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0528
 FS0528                          STATION DESCRIPTION
 FS0528
 FS0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0528'10.4 MI SSW FROM KINGMAN.
 FS0528'ABOUT 10.35 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE
 FS0528'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, SET IN
 FS0528'THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 10 FOOT
 FS0528'CONCRETE BOX CULVERT, 20 FEET EAST OF THE CENTER OF THE HIGHWAY
 FS0528'AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0528
 FS0528                          STATION RECOVERY (1981)
 FS0528
 FS0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0528'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0577 ***********************************************************************
 CY0577  DESIGNATION -  258+09.14
 CY0577  PID         -  CY0577
 CY0577  STATE/COUNTY-  AZ/GRAHAM
 CY0577  USGS QUAD   -  SAFFORD (1985)
 CY0577
 CY0577                         *CURRENT SURVEY CONTROL
 CY0577  ___________________________________________________________________
 CY0577* NAD 83(1986)-  32 49 00.     (N)    109 37 52.     (W)     SCALED    
 CY0577* NAVD 88     -       905.535  (meters)    2970.91   (feet)  ADJUSTED  
 CY0577  ___________________________________________________________________
 CY0577  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0577  DYNAMIC HT  -         904.273 (meters)    2966.77  (feet)  COMP
 CY0577  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 CY0577
 CY0577  VERT ORDER  -  SECOND    CLASS 0
 CY0577
 CY0577.The horizontal coordinates were scaled from a topographic map and have
 CY0577.an estimated accuracy of +/- 6 seconds.
 CY0577
 CY0577.The orthometric height was determined by differential leveling
 CY0577.and adjusted in June 1991.
 CY0577
 CY0577.The geoid height was determined by GEOID03.
 CY0577
 CY0577.The dynamic height is computed by dividing the NAVD 88
 CY0577.geopotential number by the normal gravity value computed on the
 CY0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0577.degrees latitude (g = 980.6199 gals.).
 CY0577
 CY0577.The modeled gravity was interpolated from observed gravity values.
 CY0577
 CY0577;                    North         East    Units  Estimated Accuracy
 CY0577;SPC AZ E     -   201,550.      263,510.      MT  (+/- 180 meters Scaled)
 CY0577
 CY0577                          SUPERSEDED SURVEY CONTROL
 CY0577
 CY0577  NGVD 29 (??/??/92)  904.954  (m)         2969.00   (f) ADJ UNCH    2 0
 CY0577
 CY0577.Superseded values are not recommended for survey control.
 CY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0577.See file dsdata.txt to determine how the superseded data were derived.
 CY0577
 CY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB281317(NAD 83)
 CY0577_MARKER: DD = SURVEY DISK
 CY0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0577_SP_SET: CURB
 CY0577_STAMPING: 2968.90 258+09.14 34
 CY0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0577
 CY0577  HISTORY     - Date     Condition        Report By
 CY0577  HISTORY     - UNK      MONUMENTED       AZHD
 CY0577  HISTORY     - 1945     GOOD             NGS
 CY0577
 CY0577                          STATION DESCRIPTION
 CY0577
 CY0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CY0577'IN SOLOMONSVILLE.
 CY0577'AT SOLOMONSVILLE, 0.1 MILE NORTH OF THE POST OFFICE, SET IN THE WEST
 CY0577'CURB OF THE LARGE CONCRETE BRIDGE OVER THE IRRIGATION CANAL, 19.4 FEET
 CY0577'WEST OF CENTER-LINE OF U.S. HIGHWAYS NO. 666 AND 70, 9.4 FEET NORTH OF
 CY0577'THE SOUTH END OF THE CURB, 0.4 FOOT WEST OF THE EAST EDGE OF CURB.
 CY0577'BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0215 ***********************************************************************
 CZ0215  DESIGNATION -  2583.95
 CZ0215  PID         -  CZ0215
 CZ0215  STATE/COUNTY-  AZ/PIMA
 CZ0215  USGS QUAD   -  TUCSON SW (1992)
 CZ0215
 CZ0215                         *CURRENT SURVEY CONTROL
 CZ0215  ___________________________________________________________________
 CZ0215* NAD 83(1986)-  32 04 38.     (N)    110 57 31.     (W)     SCALED    
 CZ0215* NAVD 88     -       788.859  (meters)    2588.11   (feet)  ADJUSTED  
 CZ0215  ___________________________________________________________________
 CZ0215  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0215  DYNAMIC HT  -         787.746 (meters)    2584.46  (feet)  COMP
 CZ0215  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 CZ0215
 CZ0215  VERT ORDER  -  FIRST     CLASS II
 CZ0215
 CZ0215.The horizontal coordinates were scaled from a topographic map and have
 CZ0215.an estimated accuracy of +/- 6 seconds.
 CZ0215
 CZ0215.The orthometric height was determined by differential leveling
 CZ0215.and adjusted in June 1991.
 CZ0215
 CZ0215.The geoid height was determined by GEOID03.
 CZ0215
 CZ0215.The dynamic height is computed by dividing the NAVD 88
 CZ0215.geopotential number by the normal gravity value computed on the
 CZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0215.degrees latitude (g = 980.6199 gals.).
 CZ0215
 CZ0215.The modeled gravity was interpolated from observed gravity values.
 CZ0215
 CZ0215;                    North         East    Units  Estimated Accuracy
 CZ0215;SPC AZ C     -   119,830.      303,810.      MT  (+/- 180 meters Scaled)
 CZ0215
 CZ0215                          SUPERSEDED SURVEY CONTROL
 CZ0215
 CZ0215  NGVD 29 (??/??/92)  788.264  (m)         2586.16   (f) ADJ UNCH    1 2
 CZ0215
 CZ0215.Superseded values are not recommended for survey control.
 CZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0215.See file dsdata.txt to determine how the superseded data were derived.
 CZ0215
 CZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039489(NAD 83)
 CZ0215_MARKER: DD = SURVEY DISK
 CZ0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0215_SP_SET: BRIDGE
 CZ0215_STAMPING: 2583.95 1949 2981+53.04
 CZ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0215+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0215
 CZ0215  HISTORY     - Date     Condition        Report By
 CZ0215  HISTORY     - 1949     MONUMENTED       AZHD
 CZ0215  HISTORY     - 1953     GOOD             NGS
 CZ0215  HISTORY     - 1980     GOOD             NGS
 CZ0215  HISTORY     - 19950115 GOOD             USPSQD
 CZ0215  HISTORY     - 19990213 GOOD             USPSQD
 CZ0215  HISTORY     - 20020403 GOOD             USPSQD
 CZ0215  HISTORY     - 20060315 GOOD             USPSQD
 CZ0215  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0215
 CZ0215                          STATION DESCRIPTION
 CZ0215
 CZ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0215'8.3 MI N FROM SAHUARITA.
 CZ0215'8.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0215'STATION AND CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT A U.S.
 CZ0215'HIGHWAY 89 CONCRETE BRIDGE OVER A LARGE SANDY WASH, IN THE TOP OF THE
 CZ0215'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, ABOUT 45 YARDS WEST
 CZ0215'OF AND ACROSS THE HIGHWAY FROM THE CENTER OF WOODEN RAILROAD BRIDGE
 CZ0215'994.49, 1-3/4 TELEPHONE POLES NORTH OF A CROSSING, 25.5 FEET WEST OF
 CZ0215'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0215
 CZ0215                          STATION RECOVERY (1980)
 CZ0215
 CZ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0215'13.7 KILOMETERS (8.5 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0215'THE POST OFFICE AT SAHUARITA, 88 PACES NORTH OF THE Y JUNCTION
 CZ0215'OF U S HIGHWAY 89 AND OLD NOGALES HIGHWAY, SET IN THE TOP CENTER
 CZ0215'OF THE WEST HEADWALL FOR A SIX CHANNEL BOX CULVERT FOR U S
 CZ0215'HIGHWAY 89, 7.8 METERS (25.5 FEET) WEST OF THE CENTERLINE OF
 CZ0215'U S HIGHWAY 89.
 CZ0215'THE MARK IS 0.3 M BELOW THE HIGHWAY..
 CZ0215
 CZ0215                          STATION RECOVERY (1995)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0215'RECOVERED IN GOOD CONDITION.
 CZ0215
 CZ0215                          STATION RECOVERY (1999)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0215'RECOVERED IN GOOD CONDITION.
 CZ0215
 CZ0215                          STATION RECOVERY (2002)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0215'RECOVERED IN GOOD CONDITION.
 CZ0215
 CZ0215                          STATION RECOVERY (2006)
 CZ0215
 CZ0215'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0215'RECOVERED AS DESCRIBED.
 CZ0215
 CZ0215                          STATION RECOVERY (2007)
 CZ0215
 CZ0215'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0217 ***********************************************************************
 CZ0217  DESIGNATION -  2585.78
 CZ0217  PID         -  CZ0217
 CZ0217  STATE/COUNTY-  AZ/PIMA
 CZ0217  USGS QUAD   -  TUCSON SW (1992)
 CZ0217
 CZ0217                         *CURRENT SURVEY CONTROL
 CZ0217  ___________________________________________________________________
 CZ0217* NAD 83(1986)-  32 04 13.     (N)    110 57 29.     (W)     SCALED    
 CZ0217* NAVD 88     -       789.435  (meters)    2590.00   (feet)  ADJUSTED  
 CZ0217  ___________________________________________________________________
 CZ0217  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0217  DYNAMIC HT  -         788.320 (meters)    2586.35  (feet)  COMP
 CZ0217  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 CZ0217
 CZ0217  VERT ORDER  -  FIRST     CLASS II
 CZ0217
 CZ0217.The horizontal coordinates were scaled from a topographic map and have
 CZ0217.an estimated accuracy of +/- 6 seconds.
 CZ0217
 CZ0217.The orthometric height was determined by differential leveling
 CZ0217.and adjusted in June 1991.
 CZ0217
 CZ0217.The geoid height was determined by GEOID03.
 CZ0217
 CZ0217.The dynamic height is computed by dividing the NAVD 88
 CZ0217.geopotential number by the normal gravity value computed on the
 CZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0217.degrees latitude (g = 980.6199 gals.).
 CZ0217
 CZ0217.The modeled gravity was interpolated from observed gravity values.
 CZ0217
 CZ0217;                    North         East    Units  Estimated Accuracy
 CZ0217;SPC AZ C     -   119,060.      303,870.      MT  (+/- 180 meters Scaled)
 CZ0217
 CZ0217                          SUPERSEDED SURVEY CONTROL
 CZ0217
 CZ0217  NGVD 29 (??/??/92)  788.823  (m)         2588.00   (f) ADJ UNCH    1 2
 CZ0217
 CZ0217.Superseded values are not recommended for survey control.
 CZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0217.See file dsdata.txt to determine how the superseded data were derived.
 CZ0217
 CZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039482(NAD 83)
 CZ0217_MARKER: DD = SURVEY DISK
 CZ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0217_SP_SET: CULVERT
 CZ0217_STAMPING: 2585.78 24+43.3 1938
 CZ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0217+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0217
 CZ0217  HISTORY     - Date     Condition        Report By
 CZ0217  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0217  HISTORY     - 1953     GOOD             NGS
 CZ0217  HISTORY     - 1980     GOOD             NGS
 CZ0217  HISTORY     - 19950115 GOOD             USPSQD
 CZ0217  HISTORY     - 19990213 GOOD             USPSQD
 CZ0217  HISTORY     - 20020403 GOOD             USPSQD
 CZ0217  HISTORY     - 20060315 GOOD             USPSQD
 CZ0217  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0217
 CZ0217                          STATION DESCRIPTION
 CZ0217
 CZ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0217'7.8 MI N FROM SAHUARITA.
 CZ0217'7.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0217'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT RAILROAD
 CZ0217'MILEPOLE 995 AND U. S. HIGHWAY 89 MILEPOST 56, AT A DOUBLE 56-INCH
 CZ0217'CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 CZ0217'APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 106.4 FEET WEST OF
 CZ0217'THE WEST RAIL AT THE CENTER OF WOODEN BRIDGE 994.95, 23.4 FEET EAST OF
 CZ0217'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0217
 CZ0217                          STATION RECOVERY (1980)
 CZ0217
 CZ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0217'12.9 KILOMETERS (8 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0217'THE POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE EAST
 CZ0217'HEADWALL OF A DOUBLE 36 INCH METAL PIPE CULVERT, 48.7 METERS
 CZ0217'(159.8 FEET) NORTH OF THE HIGHWAY MILE POST 56, 7.1 METERS
 CZ0217'(23.4 FEET) EAST OF THE HIGHWAY CENTERLINE.
 CZ0217'THE MARK IS 0.1 M BELOW THE HIGHWAY..
 CZ0217
 CZ0217                          STATION RECOVERY (1995)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0217'RECOVERED IN GOOD CONDITION.
 CZ0217
 CZ0217                          STATION RECOVERY (1999)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0217'RECOVERED IN GOOD CONDITION.
 CZ0217
 CZ0217                          STATION RECOVERY (2002)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0217'RECOVERED IN GOOD CONDITION.
 CZ0217
 CZ0217                          STATION RECOVERY (2006)
 CZ0217
 CZ0217'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0217'RECOVERED AS DESCRIBED.
 CZ0217
 CZ0217                          STATION RECOVERY (2007)
 CZ0217
 CZ0217'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0106 ***********************************************************************
 DU0106  DESIGNATION -  2586
 DU0106  PID         -  DU0106
 DU0106  STATE/COUNTY-  AZ/GRAHAM
 DU0106  USGS QUAD   -  CALVA (1989)
 DU0106
 DU0106                         *CURRENT SURVEY CONTROL
 DU0106  ___________________________________________________________________
 DU0106* NAD 83(1986)-  33 10 21.     (N)    110 09 54.     (W)     SCALED    
 DU0106* NAVD 88     -       788.524  (meters)    2587.02   (feet)  ADJUSTED  
 DU0106  ___________________________________________________________________
 DU0106  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0106  DYNAMIC HT  -         787.452 (meters)    2583.50  (feet)  COMP
 DU0106  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 DU0106
 DU0106  VERT ORDER  -  FIRST     CLASS II
 DU0106
 DU0106.The horizontal coordinates were scaled from a topographic map and have
 DU0106.an estimated accuracy of +/- 6 seconds.
 DU0106
 DU0106.The orthometric height was determined by differential leveling
 DU0106.and adjusted in June 1991.
 DU0106
 DU0106.The geoid height was determined by GEOID03.
 DU0106
 DU0106.The dynamic height is computed by dividing the NAVD 88
 DU0106.geopotential number by the normal gravity value computed on the
 DU0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0106.degrees latitude (g = 980.6199 gals.).
 DU0106
 DU0106.The modeled gravity was interpolated from observed gravity values.
 DU0106
 DU0106;                    North         East    Units  Estimated Accuracy
 DU0106;SPC AZ E     -   240,880.      213,520.      MT  (+/- 180 meters Scaled)
 DU0106
 DU0106                          SUPERSEDED SURVEY CONTROL
 DU0106
 DU0106  NGVD 29 (??/??/92)  787.944  (m)         2585.11   (f) ADJ UNCH    1 2
 DU0106
 DU0106.Superseded values are not recommended for survey control.
 DU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0106.See file dsdata.txt to determine how the superseded data were derived.
 DU0106
 DU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB778707(NAD 83)
 DU0106_MARKER: P = PIPE CAP
 DU0106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0106
 DU0106  HISTORY     - Date     Condition        Report By
 DU0106  HISTORY     - UNK      MONUMENTED       USGS
 DU0106  HISTORY     - 1933     GOOD             NGS
 DU0106
 DU0106                          STATION DESCRIPTION
 DU0106
 DU0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0106'4.7 MI NW FROM BYLAS.
 DU0106'2.2 MILES NORTHWEST OF NAVAJO PT., ON EAST BANK OF WASH, 600 FEET
 DU0106'NORTH OF SOUTHERN PACIFIC RAILROAD CENTER-LINE AT BRIDGE 1176., 60
 DU0106'FEET SOUTHWEST OF ABANDONED GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0212 ***********************************************************************
 CZ0212  DESIGNATION -  2588.15
 CZ0212  PID         -  CZ0212
 CZ0212  STATE/COUNTY-  AZ/PIMA
 CZ0212  USGS QUAD   -  TUCSON SW (1992)
 CZ0212
 CZ0212                         *CURRENT SURVEY CONTROL
 CZ0212  ___________________________________________________________________
 CZ0212* NAD 83(1986)-  32 05 23.     (N)    110 57 33.     (W)     SCALED    
 CZ0212* NAVD 88     -       789.375  (meters)    2589.81   (feet)  ADJUSTED  
 CZ0212  ___________________________________________________________________
 CZ0212  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CZ0212  DYNAMIC HT  -         788.264 (meters)    2586.16  (feet)  COMP
 CZ0212  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 CZ0212
 CZ0212  VERT ORDER  -  FIRST     CLASS II
 CZ0212
 CZ0212.The horizontal coordinates were scaled from a topographic map and have
 CZ0212.an estimated accuracy of +/- 6 seconds.
 CZ0212
 CZ0212.The orthometric height was determined by differential leveling
 CZ0212.and adjusted in June 1991.
 CZ0212
 CZ0212.The geoid height was determined by GEOID03.
 CZ0212
 CZ0212.The dynamic height is computed by dividing the NAVD 88
 CZ0212.geopotential number by the normal gravity value computed on the
 CZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0212.degrees latitude (g = 980.6199 gals.).
 CZ0212
 CZ0212.The modeled gravity was interpolated from observed gravity values.
 CZ0212
 CZ0212;                    North         East    Units  Estimated Accuracy
 CZ0212;SPC AZ C     -   121,220.      303,740.      MT  (+/- 180 meters Scaled)
 CZ0212
 CZ0212                          SUPERSEDED SURVEY CONTROL
 CZ0212
 CZ0212  NGVD 29 (??/??/92)  788.751  (m)         2587.76   (f) ADJ UNCH    1 2
 CZ0212
 CZ0212.Superseded values are not recommended for survey control.
 CZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0212.See file dsdata.txt to determine how the superseded data were derived.
 CZ0212
 CZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038503(NAD 83)
 CZ0212_MARKER: DD = SURVEY DISK
 CZ0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0212_SP_SET: CULVERT
 CZ0212_STAMPING: 2588.15 1951 3027+07.35
 CZ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0212
 CZ0212  HISTORY     - Date     Condition        Report By
 CZ0212  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0212  HISTORY     - 1953     GOOD             NGS
 CZ0212  HISTORY     - 1980     GOOD             NGS
 CZ0212  HISTORY     - 19950205 GOOD             USPSQD
 CZ0212  HISTORY     - 19990213 GOOD             USPSQD
 CZ0212  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0212  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0212
 CZ0212                          STATION DESCRIPTION
 CZ0212
 CZ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0212'9.35 MI S FROM TUCSON.
 CZ0212'9.35 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0212'STATION AT TUCSON, 119.4 FEET WEST OF THE WEST RAIL AT THE CENTER OF
 CZ0212'WOODEN RAILROAD BRIDGE 993.63, AT A U. S. HIGHWAY 89 CONCRETE BOX
 CZ0212'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CZ0212'HEAD WALL, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 CZ0212'LEVEL WITH THE HIGHWAY.
 CZ0212
 CZ0212                          STATION RECOVERY (1980)
 CZ0212
 CZ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0212'15 KILOMETERS (9.3 MILE) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0212'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF THE
 CZ0212'CROSSING OF HUGES ACCESS ROAD, SET IN THE TOP CENTER OF THE
 CZ0212'EAST HEADWALL OF A BOX CULVERT FOR U S HIGHWAY 89, 36.4 METERS
 CZ0212'(119.4 FEET) WEST OF THE WEST RAIL, 7 METERS (23 FEET) EAST OF
 CZ0212'THE CENTERLINE OF THE HIGHWAY.
 CZ0212'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CZ0212
 CZ0212                          STATION RECOVERY (1995)
 CZ0212
 CZ0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0212'RECOVERED IN GOOD CONDITION.
 CZ0212
 CZ0212                          STATION RECOVERY (1999)
 CZ0212
 CZ0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0212'RECOVERED IN GOOD CONDITION.
 CZ0212
 CZ0212                          STATION RECOVERY (2006)
 CZ0212
 CZ0212'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0212'MARK NOT FOUND. NEW CULCERT SINCE ORIGINAL DESCRIPTION.
 CZ0212
 CZ0212                          STATION RECOVERY (2007)
 CZ0212
 CZ0212'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0220 ***********************************************************************
 CZ0220  DESIGNATION -  2590.78
 CZ0220  PID         -  CZ0220
 CZ0220  STATE/COUNTY-  AZ/PIMA
 CZ0220  USGS QUAD   -  TUCSON SW (1992)
 CZ0220
 CZ0220                         *CURRENT SURVEY CONTROL
 CZ0220  ___________________________________________________________________
 CZ0220* NAD 83(1986)-  32 03 47.     (N)    110 57 24.     (W)     SCALED    
 CZ0220* NAVD 88     -       790.957  (meters)    2595.00   (feet)  ADJUSTED  
 CZ0220  ___________________________________________________________________
 CZ0220  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0220  DYNAMIC HT  -         789.838 (meters)    2591.33  (feet)  COMP
 CZ0220  MODELED GRAV-     979,199.5   (mgal)                       NAVD 88
 CZ0220
 CZ0220  VERT ORDER  -  FIRST     CLASS II
 CZ0220
 CZ0220.The horizontal coordinates were scaled from a topographic map and have
 CZ0220.an estimated accuracy of +/- 6 seconds.
 CZ0220
 CZ0220.The orthometric height was determined by differential leveling
 CZ0220.and adjusted in June 1991.
 CZ0220
 CZ0220.The geoid height was determined by GEOID03.
 CZ0220
 CZ0220.The dynamic height is computed by dividing the NAVD 88
 CZ0220.geopotential number by the normal gravity value computed on the
 CZ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0220.degrees latitude (g = 980.6199 gals.).
 CZ0220
 CZ0220.The modeled gravity was interpolated from observed gravity values.
 CZ0220
 CZ0220;                    North         East    Units  Estimated Accuracy
 CZ0220;SPC AZ C     -   118,260.      304,000.      MT  (+/- 180 meters Scaled)
 CZ0220
 CZ0220                          SUPERSEDED SURVEY CONTROL
 CZ0220
 CZ0220  NGVD 29 (??/??/92)  790.333  (m)         2592.95   (f) ADJ UNCH    1 2
 CZ0220
 CZ0220.Superseded values are not recommended for survey control.
 CZ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0220.See file dsdata.txt to determine how the superseded data were derived.
 CZ0220
 CZ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA040474(NAD 83)
 CZ0220_MARKER: DD = SURVEY DISK
 CZ0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0220_SP_SET: CULVERT
 CZ0220_STAMPING: 2590.78 1938 51+53.2
 CZ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0220+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0220
 CZ0220  HISTORY     - Date     Condition        Report By
 CZ0220  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0220  HISTORY     - 1953     GOOD             NGS
 CZ0220  HISTORY     - 1980     GOOD             NGS
 CZ0220  HISTORY     - 19950205 GOOD             USPSQD
 CZ0220  HISTORY     - 19990213 GOOD             USPSQD
 CZ0220  HISTORY     - 20020403 GOOD             USPSQD
 CZ0220  HISTORY     - 20060315 GOOD             USPSQD
 CZ0220  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0220
 CZ0220                          STATION DESCRIPTION
 CZ0220
 CZ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0220'7.3 MI N FROM SAHUARITA.
 CZ0220'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0220'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, ABOUT 47
 CZ0220'YARDS WEST OF WOODEN CULVERT 995.46, AT A U.S. HIGHWAY 89 LARGE
 CZ0220'CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CZ0220'WALL, 18.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13.8 FEET
 CZ0220'SOUTHEAST OF A HIGHWAY SIGN, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0220
 CZ0220                          STATION RECOVERY (1980)
 CZ0220
 CZ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0220'12 KILOMETERS (7.45 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0220'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF THE
 CZ0220'WEST HEADWALL OF A DOUBLE CHANNEL BOX CULVERT FOR THE HIGHWAY,
 CZ0220'5.7 KILOMETERS (18.6 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0220'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CZ0220
 CZ0220                          STATION RECOVERY (1995)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0220'RECOVERED IN GOOD CONDITION.
 CZ0220
 CZ0220                          STATION RECOVERY (1999)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0220'RECOVERED IN GOOD CONDITION.
 CZ0220
 CZ0220                          STATION RECOVERY (2002)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0220'RECOVERED IN GOOD CONDITION.
 CZ0220
 CZ0220                          STATION RECOVERY (2006)
 CZ0220
 CZ0220'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0220'RECOVERED AS DESCRIBED.
 CZ0220
 CZ0220                          STATION RECOVERY (2007)
 CZ0220
 CZ0220'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0472 ***********************************************************************
 DU0472  DESIGNATION -  2592
 DU0472  PID         -  DU0472
 DU0472  STATE/COUNTY-  AZ/PINAL
 DU0472  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0472
 DU0472                         *CURRENT SURVEY CONTROL
 DU0472  ___________________________________________________________________
 DU0472* NAD 83(1986)-  33 17 00.     (N)    111 08 00.     (W)     SCALED    
 DU0472* NAVD 88     -       790.50   (+/-2cm)    2593.5    (feet)  VERTCON   
 DU0472  ___________________________________________________________________
 DU0472  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DU0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0472
 DU0472.The horizontal coordinates were scaled from a topographic map and have
 DU0472.an estimated accuracy of +/- 6 seconds.
 DU0472
 DU0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0472.The vertical order pertains to the NGVD 29 superseded value.
 DU0472
 DU0472.The geoid height was determined by GEOID03.
 DU0472
 DU0472;                    North         East    Units  Estimated Accuracy
 DU0472;SPC AZ C     -   253,450.      286,320.      MT  (+/- 180 meters Scaled)
 DU0472
 DU0472                          SUPERSEDED SURVEY CONTROL
 DU0472
 DU0472  NGVD 29 (??/??/92)  789.851  (m)         2591.37   (f) ADJ UNCH    2 0
 DU0472
 DU0472.Superseded values are not recommended for survey control.
 DU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0472.See file dsdata.txt to determine how the superseded data were derived.
 DU0472
 DU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB875827(NAD 83)
 DU0472_MARKER: B = BOLT
 DU0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0472_SP_SET: BRIDGE
 DU0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0472+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DU0472
 DU0472  HISTORY     - Date     Condition        Report By
 DU0472  HISTORY     - UNK      MONUMENTED       RBNF
 DU0472  HISTORY     - 1935     GOOD             NGS
 DU0472  HISTORY     - 20060115 GOOD             USPSQD
 DU0472  HISTORY     - 20070505 MARK NOT FOUND   GEOCAC
 DU0472
 DU0472                          STATION DESCRIPTION
 DU0472
 DU0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0472'2.4 MI W FROM SUPERIOR.
 DU0472'2.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT SUPERIOR,
 DU0472'AT A CONCRETE BRIDGE, AND IN THE TOP OF THE WEST END OF THE SOUTH
 DU0472'HEADWALL.  THE TOP OF THE SQUAREHEAD OF AN IRON BOLT.
 DU0472
 DU0472                          STATION RECOVERY (2006)
 DU0472
 DU0472'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0472'RECOVERED AS DESCRIBED.
 DU0472
 DU0472                          STATION RECOVERY (2007)
 DU0472
 DU0472'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0472'THERE ARE MANY BOLTS IN THE BRIDGE AT THE DESCRIBED LOCATION, BUT NONE
 DU0472'APPEARED TO BE FROM THE CORRECT ERA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0214 ***********************************************************************
 CZ0214  DESIGNATION -  2594.48
 CZ0214  PID         -  CZ0214
 CZ0214  STATE/COUNTY-  AZ/PIMA
 CZ0214  USGS QUAD   -  TUCSON SW (1992)
 CZ0214
 CZ0214                         *CURRENT SURVEY CONTROL
 CZ0214  ___________________________________________________________________
 CZ0214* NAD 83(1986)-  32 05 01.     (N)    110 57 32.     (W)     SCALED    
 CZ0214* NAVD 88     -       791.292  (meters)    2596.10   (feet)  ADJUSTED  
 CZ0214  ___________________________________________________________________
 CZ0214  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0214  DYNAMIC HT  -         790.177 (meters)    2592.44  (feet)  COMP
 CZ0214  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 CZ0214
 CZ0214  VERT ORDER  -  FIRST     CLASS II
 CZ0214
 CZ0214.The horizontal coordinates were scaled from a topographic map and have
 CZ0214.an estimated accuracy of +/- 6 seconds.
 CZ0214
 CZ0214.The orthometric height was determined by differential leveling
 CZ0214.and adjusted in June 1991.
 CZ0214
 CZ0214.The geoid height was determined by GEOID03.
 CZ0214
 CZ0214.The dynamic height is computed by dividing the NAVD 88
 CZ0214.geopotential number by the normal gravity value computed on the
 CZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0214.degrees latitude (g = 980.6199 gals.).
 CZ0214
 CZ0214.The modeled gravity was interpolated from observed gravity values.
 CZ0214
 CZ0214;                    North         East    Units  Estimated Accuracy
 CZ0214;SPC AZ C     -   120,540.      303,770.      MT  (+/- 180 meters Scaled)
 CZ0214
 CZ0214                          SUPERSEDED SURVEY CONTROL
 CZ0214
 CZ0214  NGVD 29 (??/??/92)  790.689  (m)         2594.12   (f) ADJ UNCH    1 2
 CZ0214
 CZ0214.Superseded values are not recommended for survey control.
 CZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0214.See file dsdata.txt to determine how the superseded data were derived.
 CZ0214
 CZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038497(NAD 83)
 CZ0214_MARKER: DD = SURVEY DISK
 CZ0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0214_SP_SET: CULVERT
 CZ0214_STAMPING: 3004+72.20 2594.48
 CZ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0214
 CZ0214  HISTORY     - Date     Condition        Report By
 CZ0214  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0214  HISTORY     - 1953     GOOD             NGS
 CZ0214  HISTORY     - 1980     GOOD             NGS
 CZ0214  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0214  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0214
 CZ0214                          STATION DESCRIPTION
 CZ0214
 CZ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0214'9.75 MI S FROM TUCSON.
 CZ0214'9.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0214'STATION AT TUCSON, 2 TELEGRAPH POLES SOUTH OF MILEPOLE 994, AT A SMALL
 CZ0214'CONCRETE U. S. HIGHWAY 89 BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 CZ0214'CENTER OF THE EAST CONCRETE HEAD WALL, 109 FEET WEST OF THE WEST RAIL,
 CZ0214'28.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FOOT
 CZ0214'LOWER THAN THE HIGHWAY.
 CZ0214
 CZ0214                          STATION RECOVERY (1980)
 CZ0214
 CZ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0214'15.7 KILOMETERS (9.75 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0214'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF RAILROAD
 CZ0214'MILEPOLE 994, SET IN THE TOP CENTER OF THE EAST HEADWALL OF A
 CZ0214'BOX CULVERT FOR U S HIGHWAY 89, 33.2 METERS (109 FEET) WEST OF
 CZ0214'THE WEST RAIL, 8.6 METERS (28.4 FEET) EAST OF THE CENTERLINE
 CZ0214'OF THE HIGHWAY.
 CZ0214'THE MARK IS 0.6 M BELOW THE HIGHWAY..
 CZ0214
 CZ0214                          STATION RECOVERY (2006)
 CZ0214
 CZ0214'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0214'MARK NOT FOUND. ROAD WIDENED.
 CZ0214
 CZ0214                          STATION RECOVERY (2007)
 CZ0214
 CZ0214'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0213 ***********************************************************************
 CZ0213  DESIGNATION -  2594.75
 CZ0213  PID         -  CZ0213
 CZ0213  STATE/COUNTY-  AZ/PIMA
 CZ0213  USGS QUAD   -  TUCSON SW (1992)
 CZ0213
 CZ0213                         *CURRENT SURVEY CONTROL
 CZ0213  ___________________________________________________________________
 CZ0213* NAD 83(1986)-  32 05 01.     (N)    110 57 32.     (W)     SCALED    
 CZ0213* NAVD 88     -       791.331  (meters)    2596.23   (feet)  ADJUSTED  
 CZ0213  ___________________________________________________________________
 CZ0213  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0213  DYNAMIC HT  -         790.216 (meters)    2592.57  (feet)  COMP
 CZ0213  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 CZ0213
 CZ0213  VERT ORDER  -  FIRST     CLASS II
 CZ0213
 CZ0213.The horizontal coordinates were scaled from a topographic map and have
 CZ0213.an estimated accuracy of +/- 6 seconds.
 CZ0213
 CZ0213.The orthometric height was determined by differential leveling
 CZ0213.and adjusted in June 1991.
 CZ0213
 CZ0213.The geoid height was determined by GEOID03.
 CZ0213
 CZ0213.The dynamic height is computed by dividing the NAVD 88
 CZ0213.geopotential number by the normal gravity value computed on the
 CZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0213.degrees latitude (g = 980.6199 gals.).
 CZ0213
 CZ0213.The modeled gravity was interpolated from observed gravity values.
 CZ0213
 CZ0213;                    North         East    Units  Estimated Accuracy
 CZ0213;SPC AZ C     -   120,540.      303,770.      MT  (+/- 180 meters Scaled)
 CZ0213
 CZ0213                          SUPERSEDED SURVEY CONTROL
 CZ0213
 CZ0213  NGVD 29 (??/??/92)  790.726  (m)         2594.24   (f) ADJ UNCH    1 2
 CZ0213
 CZ0213.Superseded values are not recommended for survey control.
 CZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0213.See file dsdata.txt to determine how the superseded data were derived.
 CZ0213
 CZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038497(NAD 83)
 CZ0213_MARKER: B = BOLT
 CZ0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0213_SP_SET: CULVERT
 CZ0213_STAMPING: B.M. ELEV. 2594.75 STA. 443+177
 CZ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0213+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0213
 CZ0213  HISTORY     - Date     Condition        Report By
 CZ0213  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0213  HISTORY     - 1953     GOOD             NGS
 CZ0213  HISTORY     - 1980     GOOD             NGS
 CZ0213  HISTORY     - 20060315 GOOD             USPSQD
 CZ0213  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0213
 CZ0213                          STATION DESCRIPTION
 CZ0213
 CZ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0213'9.75 MI S FROM TUCSON.
 CZ0213'9.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0213'STATION AT TUCSON, 2 TELEGRAPH POLES SOUTH OF MILEPOLE 994, AT A U.S.
 CZ0213'HIGHWAY 89 SMALL CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTH END OF
 CZ0213'THE WEST CONCRETE HEAD WALL, 55.7 FEET WEST OF THE CENTER LINE OF THE
 CZ0213'HIGHWAY, 13 FEET WEST OF THE CENTER LINE OF THE FOMER HIGHWAY, AND
 CZ0213'ABOUT LEVEL WITH THE FORMER HIGHWAY.
 CZ0213
 CZ0213                          STATION RECOVERY (1980)
 CZ0213
 CZ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0213'15.7 KILOMETERS (9.75 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0213'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF AND ACROSS
 CZ0213'THE HIGHWAY FROM RAILROAD MILEPOST 994, SET IN TOP OF THE SOUTH
 CZ0213'END OF THE WEST HEADWALL OF A BOX CULVERT FOR U S HIGHWAY 89,
 CZ0213'67.8 METERS (222.5 FEET) SOUTH OF THE HIGHWAY MILEPOST 57,
 CZ0213'16.9 METERS (55.7 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CZ0213'4 METERS (13 FEET) WEST OF THE CENTER OF THE OLD HIGHWAY GRADE,
 CZ0213'THIS BENCH MARK IS A ROUND BOLT WITH ITS STAMPING ON A BRASS
 CZ0213'WASHER.
 CZ0213'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY GRADE..
 CZ0213
 CZ0213                          STATION RECOVERY (2006)
 CZ0213
 CZ0213'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0213'RECOVERED AS DESCRIBED.
 CZ0213
 CZ0213                          STATION RECOVERY (2007)
 CZ0213
 CZ0213'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0379 ***********************************************************************
 ET0379  DESIGNATION -  2595
 ET0379  PID         -  ET0379
 ET0379  STATE/COUNTY-  AZ/YAVAPAI
 ET0379  USGS QUAD   -  FLORES (1969)
 ET0379
 ET0379                         *CURRENT SURVEY CONTROL
 ET0379  ___________________________________________________________________
 ET0379* NAD 83(1986)-  34 03 43.     (N)    112 49 19.     (W)     SCALED    
 ET0379* NAVD 88     -       794.127  (meters)    2605.40   (feet)  POSTED    
 ET0379  ___________________________________________________________________
 ET0379  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 ET0379  DYNAMIC HT  -         793.150 (meters)    2602.19  (feet)  COMP
 ET0379  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 ET0379
 ET0379  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0379
 ET0379.The horizontal coordinates were scaled from a topographic map and have
 ET0379.an estimated accuracy of +/- 6 seconds.
 ET0379
 ET0379.The orthometric height was determined by differential leveling
 ET0379.and adjusted in November 2005.
 ET0379.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0379.rate of 1.1 thru 2.0 mm/km.
 ET0379
 ET0379.The geoid height was determined by GEOID03.
 ET0379
 ET0379.The dynamic height is computed by dividing the NAVD 88
 ET0379.geopotential number by the normal gravity value computed on the
 ET0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0379.degrees latitude (g = 980.6199 gals.).
 ET0379
 ET0379.The modeled gravity was interpolated from observed gravity values.
 ET0379
 ET0379;                    North         East    Units  Estimated Accuracy
 ET0379;SPC AZ C     -   339,890.      129,790.      MT  (+/- 180 meters Scaled)
 ET0379
 ET0379                          SUPERSEDED SURVEY CONTROL
 ET0379
 ET0379  NGVD 29 (??/??/92)  793.511  (m)         2603.38   (f) ADJ UNCH    2 0
 ET0379
 ET0379.Superseded values are not recommended for survey control.
 ET0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0379.See file dsdata.txt to determine how the superseded data were derived.
 ET0379
 ET0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC318705(NAD 83)
 ET0379_MARKER: P = PIPE CAP
 ET0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0379+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0379
 ET0379  HISTORY     - Date     Condition        Report By
 ET0379  HISTORY     - UNK      MONUMENTED       USGS
 ET0379  HISTORY     - 1933     GOOD             NGS
 ET0379  HISTORY     - 20080526 GOOD             GEOCAC
 ET0379
 ET0379                          STATION DESCRIPTION
 ET0379
 ET0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0379'4.9 MI N FROM MATTHIE.
 ET0379'IRON POST, AT SIDE OF A.T. AND S.F. RY., AT FLORES SIDING, 0.1 MILES
 ET0379'SOUTH OF STATION SIGN FLORES, 150 FEET SOUTH OF ROAD CROSSING, 75 FEET
 ET0379'WEST OF RAILROAD CENTERLINE.  NOTE-- CAP POUNDED IN AT TIME OF
 ET0379'RECOVERY.
 ET0379
 ET0379                          STATION RECOVERY (2008)
 ET0379
 ET0379'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0379'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE CAP IS CONCAVE (POUNDED
 ET0379'IN). GPS (HH2) CO-ORDINATES N34 03.374' W112 49.313'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0006 ***********************************************************************
 ET0006  DESIGNATION -  26
 ET0006  PID         -  ET0006
 ET0006  STATE/COUNTY-  AZ/YAVAPAI
 ET0006  USGS QUAD   -  PAULDEN (1979)
 ET0006
 ET0006                         *CURRENT SURVEY CONTROL
 ET0006  ___________________________________________________________________
 ET0006* NAD 83(1986)-  34 55 48.     (N)    112 24 30.     (W)     SCALED    
 ET0006* NAVD 88     -      1425.02   (+/-2cm)    4675.3    (feet)  VERTCON   
 ET0006  ___________________________________________________________________
 ET0006  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 ET0006  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0006
 ET0006.The horizontal coordinates were scaled from a topographic map and have
 ET0006.an estimated accuracy of +/- 6 seconds.
 ET0006
 ET0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0006.The vertical order pertains to the NGVD 29 superseded value.
 ET0006
 ET0006.The geoid height was determined by GEOID03.
 ET0006
 ET0006;                    North         East    Units  Estimated Accuracy
 ET0006;SPC AZ C     -   435,920.      168,440.      MT  (+/- 180 meters Scaled)
 ET0006
 ET0006                          SUPERSEDED SURVEY CONTROL
 ET0006
 ET0006  NGVD 29 (??/??/92) 1424.210  (m)         4672.60   (f) ADJ UNCH    1 2
 ET0006
 ET0006.Superseded values are not recommended for survey control.
 ET0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0006.See file dsdata.txt to determine how the superseded data were derived.
 ET0006
 ET0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD713661(NAD 83)
 ET0006_MARKER: P = PIPE CAP
 ET0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0006_STAMPING: 26
 ET0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0006
 ET0006  HISTORY     - Date     Condition        Report By
 ET0006  HISTORY     - UNK      MONUMENTED       USGS
 ET0006  HISTORY     - 1933     GOOD             NGS
 ET0006
 ET0006                          STATION DESCRIPTION
 ET0006
 ET0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0006'4.0 MI S FROM DRAKE.
 ET0006'ABOUT 4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0006'FROM DRAKE, YAVAPAI COUNTY, EAST OF A POINT OF U.S. HIGHWAY 89 ABOUT
 ET0006'3.8 MILES SOUTH OF THE JUNCTION OF THE ROAD TO DRAKE, ABOUT 0.3 MILE
 ET0006'SOUTH OF MILEPOST 25, ABOUT 160 FEET SOUTH OF CULVERT A 26, AND 40
 ET0006'FEET WEST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 ET0006'SURVEY STANDARD CAP, STAMPED 26 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 ET0006'IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1608 ***********************************************************************
 DV1608  DESIGNATION -  26 A
 DV1608  PID         -  DV1608
 DV1608  STATE/COUNTY-  AZ/LA PAZ
 DV1608  USGS QUAD   -  HOPE SE (1990)
 DV1608
 DV1608                         *CURRENT SURVEY CONTROL
 DV1608  ___________________________________________________________________
 DV1608* NAD 83(1986)-  33 36 02.     (N)    113 34 01.     (W)     SCALED    
 DV1608* NAVD 88     -       423.32   (+/-2cm)    1388.8    (feet)  VERTCON   
 DV1608  ___________________________________________________________________
 DV1608  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1608
 DV1608.The horizontal coordinates were scaled from a topographic map and have
 DV1608.an estimated accuracy of +/- 6 seconds.
 DV1608
 DV1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1608.The vertical order pertains to the NGVD 29 superseded value.
 DV1608
 DV1608.The geoid height was determined by GEOID03.
 DV1608
 DV1608;                    North         East    Units  Estimated Accuracy
 DV1608;SPC AZ W     -   288,380.      230,350.      MT  (+/- 180 meters Scaled)
 DV1608
 DV1608                          SUPERSEDED SURVEY CONTROL
 DV1608
 DV1608  NGVD 29 (??/??/92)  422.636  (m)         1386.60   (f) ADJ UNCH    2 0
 DV1608
 DV1608.Superseded values are not recommended for survey control.
 DV1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1608.See file dsdata.txt to determine how the superseded data were derived.
 DV1608
 DV1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC618208(NAD 83)
 DV1608_MARKER: DD = SURVEY DISK
 DV1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1608_STAMPING: 26 A 1962
 DV1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1608+STABILITY: SURFACE MOTION
 DV1608
 DV1608  HISTORY     - Date     Condition        Report By
 DV1608  HISTORY     - 1962     MONUMENTED       AZHD
 DV1608  HISTORY     - 19870204 GOOD             USGS
 DV1608
 DV1608                          STATION DESCRIPTION
 DV1608
 DV1608'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1608'17.3 MI SE FROM SALOME.
 DV1608'0.5 MILE EAST-SOUTHEAST OF W 396 26, AN ARIZONA HIGHWAY DEPARTMENT
 DV1608'DISK STAMPED 26 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1608'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1608'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1608
 DV1608                          STATION RECOVERY (1987)
 DV1608
 DV1608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0816 ***********************************************************************
 FQ0816  DESIGNATION -  26 BKC
 FQ0816  PID         -  FQ0816
 FQ0816  STATE/COUNTY-  AZ/COCONINO
 FQ0816  USGS QUAD   -  WUPATKI SW (1969)
 FQ0816
 FQ0816                         *CURRENT SURVEY CONTROL
 FQ0816  ___________________________________________________________________
 FQ0816* NAD 83(1986)-  35 32 22.     (N)    111 22 39.     (W)     SCALED    
 FQ0816* NAVD 88     -      1468.672  (meters)    4818.47   (feet)  POSTED    
 FQ0816  ___________________________________________________________________
 FQ0816  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FQ0816  DYNAMIC HT  -        1466.790 (meters)    4812.29  (feet)  COMP
 FQ0816  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 FQ0816
 FQ0816  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0816
 FQ0816.The horizontal coordinates were scaled from a topographic map and have
 FQ0816.an estimated accuracy of +/- 6 seconds.
 FQ0816
 FQ0816.The orthometric height was determined by differential leveling
 FQ0816.and adjusted by the  in 1992.
 FQ0816.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0816.rate of 0.0 thru 1.0 mm/km.
 FQ0816
 FQ0816.The geoid height was determined by GEOID03.
 FQ0816
 FQ0816.The dynamic height is computed by dividing the NAVD 88
 FQ0816.geopotential number by the normal gravity value computed on the
 FQ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0816.degrees latitude (g = 980.6199 gals.).
 FQ0816
 FQ0816.The modeled gravity was interpolated from observed gravity values.
 FQ0816
 FQ0816;                    North         East    Units  Estimated Accuracy
 FQ0816;SPC AZ C     -   503,550.      262,250.      MT  (+/- 180 meters Scaled)
 FQ0816
 FQ0816                          SUPERSEDED SURVEY CONTROL
 FQ0816
 FQ0816.No superseded survey control is available for this station.
 FQ0816
 FQ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE657329(NAD 83)
 FQ0816_MARKER: DB = BENCH MARK DISK
 FQ0816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0816_SP_SET: COPPER-CLAD STEEL ROD
 FQ0816_STAMPING: 26 BKC 1968 4815
 FQ0816_MARK LOGO: USGS  
 FQ0816_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0816+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0816
 FQ0816  HISTORY     - Date     Condition        Report By
 FQ0816  HISTORY     - 1968     MONUMENTED       USGS
 FQ0816
 FQ0816                          STATION DESCRIPTION
 FQ0816
 FQ0816'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0816'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0816'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0816'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 1.9
 FQ0816'MILES NORTHWEST ALONG THE PARK SERVICE ROAD, 87 FEET SOUTH OF THE
 FQ0816'ROAD, 1 FOOT NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0816'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0788 ***********************************************************************
 FQ0788  DESIGNATION -  26 HLS
 FQ0788  PID         -  FQ0788
 FQ0788  STATE/COUNTY-  AZ/NAVAJO
 FQ0788  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0788
 FQ0788                         *CURRENT SURVEY CONTROL
 FQ0788  ___________________________________________________________________
 FQ0788* NAD 83(1986)-  35 09 35.     (N)    110 08 11.     (W)     SCALED    
 FQ0788* NAVD 88     -      1668.896  (meters)    5475.37   (feet)  ADJUSTED  
 FQ0788  ___________________________________________________________________
 FQ0788  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0788  DYNAMIC HT  -        1666.659 (meters)    5468.03  (feet)  COMP
 FQ0788  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 FQ0788
 FQ0788  VERT ORDER  -  THIRD
 FQ0788
 FQ0788.The horizontal coordinates were scaled from a topographic map and have
 FQ0788.an estimated accuracy of +/- 6 seconds.
 FQ0788
 FQ0788.The orthometric height was determined by differential leveling
 FQ0788.and adjusted in June 1991.
 FQ0788
 FQ0788.The geoid height was determined by GEOID03.
 FQ0788
 FQ0788.The dynamic height is computed by dividing the NAVD 88
 FQ0788.geopotential number by the normal gravity value computed on the
 FQ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0788.degrees latitude (g = 980.6199 gals.).
 FQ0788
 FQ0788.The modeled gravity was interpolated from observed gravity values.
 FQ0788
 FQ0788;                    North         East    Units  Estimated Accuracy
 FQ0788;SPC AZ E     -   461,290.      216,120.      MT  (+/- 180 meters Scaled)
 FQ0788
 FQ0788                          SUPERSEDED SURVEY CONTROL
 FQ0788
 FQ0788.No superseded survey control is available for this station.
 FQ0788
 FQ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD786910(NAD 83)
 FQ0788_MARKER: DB = BENCH MARK DISK
 FQ0788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0788_SP_SET: COPPER-CLAD STEEL ROD
 FQ0788_STAMPING: 26 HLS 1970 5473
 FQ0788_MARK LOGO: USGS  
 FQ0788_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0788+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0788
 FQ0788  HISTORY     - Date     Condition        Report By
 FQ0788  HISTORY     - 1970     MONUMENTED       USGS
 FQ0788
 FQ0788                          STATION DESCRIPTION
 FQ0788
 FQ0788'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0788'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0788'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0788'HIGHWAY 77, THENCE 3.2 MILES WEST ALONG A ROAD, 42 FEET NORTH OF THE
 FQ0788'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST.  A
 FQ0788'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0475 ***********************************************************************
 FS0475  DESIGNATION -  26 L
 FS0475  PID         -  FS0475
 FS0475  STATE/COUNTY-  AZ/MOHAVE
 FS0475  USGS QUAD   -  MT TIPTON NW (1980)
 FS0475
 FS0475                         *CURRENT SURVEY CONTROL
 FS0475  ___________________________________________________________________
 FS0475* NAD 83(1986)-  35 38 31.     (N)    114 14 24.     (W)     SCALED    
 FS0475* NAVD 88     -      1082.383  (meters)    3551.12   (feet)  POSTED    
 FS0475  ___________________________________________________________________
 FS0475  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FS0475  DYNAMIC HT  -        1081.140 (meters)    3547.04  (feet)  COMP
 FS0475  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 FS0475
 FS0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0475
 FS0475.The horizontal coordinates were scaled from a topographic map and have
 FS0475.an estimated accuracy of +/- 6 seconds.
 FS0475
 FS0475.The orthometric height was determined by differential leveling
 FS0475.and adjusted by the  in 1992.
 FS0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0475.rate of 0.0 thru 1.0 mm/km.
 FS0475
 FS0475.The geoid height was determined by GEOID03.
 FS0475
 FS0475.The dynamic height is computed by dividing the NAVD 88
 FS0475.geopotential number by the normal gravity value computed on the
 FS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0475.degrees latitude (g = 980.6199 gals.).
 FS0475
 FS0475.The modeled gravity was interpolated from observed gravity values.
 FS0475
 FS0475;                    North         East    Units  Estimated Accuracy
 FS0475;SPC AZ W     -   514,920.      168,980.      MT  (+/- 180 meters Scaled)
 FS0475
 FS0475                          SUPERSEDED SURVEY CONTROL
 FS0475
 FS0475  NGVD 29 (??/??/92) 1081.592  (m)         3548.52   (f) ADJ UNCH    1 1
 FS0475
 FS0475.Superseded values are not recommended for survey control.
 FS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0475.See file dsdata.txt to determine how the superseded data were derived.
 FS0475
 FS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV499477(NAD 83)
 FS0475_MARKER: DB = BENCH MARK DISK
 FS0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0475_STAMPING: 26 L 1938
 FS0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0475+STABILITY: SURFACE MOTION
 FS0475
 FS0475  HISTORY     - Date     Condition        Report By
 FS0475  HISTORY     - 1938     MONUMENTED       USGS
 FS0475  HISTORY     - 1950     GOOD             NGS
 FS0475  HISTORY     - 20050424 MARK NOT FOUND   INDIV
 FS0475
 FS0475                          STATION DESCRIPTION
 FS0475
 FS0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0475'21.4 MI N FROM GRASSHOPPER JUNCTION.
 FS0475'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0475'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 10.4 MILES
 FS0475'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.6 MILE
 FS0475'SOUTHWEST OF THE INTERSECTION OF AN EAST-WEST CROSS ROAD, ON THE
 FS0475'WEST SIDE OF A SMALL HILL, 35 FEET SOUTHEAST OF THE CENTER LINE
 FS0475'OF THE ROAD, 16 FEET SOUTH OF A LARGE YUCCA TREE BEARING A METAL
 FS0475'TAG STAMPED 3548, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT
 FS0475'2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0475'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0475
 FS0475                          STATION RECOVERY (2005)
 FS0475
 FS0475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 FS0475'FOUND THE WITNESS POST PARTIALLY BURIED IN THE EARTH CURL AT THE SIDE
 FS0475'OF THE ROAD FROM A PREVIOUS GRADING OF THE ROAD.  THE MARK MAY BE
 FS0475'BURRIED.
 FS0475' 
 FS0475'SUPPLEMENTAL DESCRIPTION -  PIERCE FERRY RD, A PAVED TWO LANE ROAD, IS
 FS0475'29.2 MILES NW ALONG US93 FROM THE INTERSECTION OF US93 AND I40.  MARK
 FS0475'IS 10.4 MILES NE ALONG PIERCE FERRY RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0287 ***********************************************************************
 DB0287  DESIGNATION -  26 M
 DB0287  PID         -  DB0287
 DB0287  STATE/COUNTY-  AZ/YUMA
 DB0287  USGS QUAD   -  DOME (1991)
 DB0287
 DB0287                         *CURRENT SURVEY CONTROL
 DB0287  ___________________________________________________________________
 DB0287* NAD 83(1986)-  32 45 19.     (N)    114 21 43.     (W)     SCALED    
 DB0287* NAVD 88     -        57.93   (+/-2cm)     190.1    (feet)  VERTCON   
 DB0287  ___________________________________________________________________
 DB0287  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0287  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0287
 DB0287.The horizontal coordinates were scaled from a topographic map and have
 DB0287.an estimated accuracy of +/- 6 seconds.
 DB0287
 DB0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0287.The vertical order pertains to the NGVD 29 superseded value.
 DB0287
 DB0287.The geoid height was determined by GEOID03.
 DB0287
 DB0287;                    North         East    Units  Estimated Accuracy
 DB0287;SPC AZ W     -   194,790.      156,020.      MT  (+/- 180 meters Scaled)
 DB0287
 DB0287                          SUPERSEDED SURVEY CONTROL
 DB0287
 DB0287  NGVD 29 (??/??/??)   57.273  (m)          187.90   (f) ADJUSTED    1 2
 DB0287
 DB0287.Superseded values are not recommended for survey control.
 DB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0287.See file dsdata.txt to determine how the superseded data were derived.
 DB0287
 DB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS471272(NAD 83)
 DB0287_MARKER: DD = SURVEY DISK
 DB0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0287_STAMPING: 187.903 26 M 1925
 DB0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0287+STABILITY: SURFACE MOTION
 DB0287
 DB0287  HISTORY     - Date     Condition        Report By
 DB0287  HISTORY     - 1925     MONUMENTED       USGS
 DB0287  HISTORY     - 1935     GOOD             NGS
 DB0287  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0287
 DB0287                          STATION DESCRIPTION
 DB0287
 DB0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0287'AT DOME.
 DB0287'AT DOME, YUMA COUNTY, AT THE SOUTHEAST CORNER OF THE DOME SUPPLY
 DB0287'CO. STORE, AT THE POST OFFICE ENTRANCE, AND 55 FEET NORTH OF THE
 DB0287'CENTERLINE OF A HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DB0287'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 DB0287
 DB0287                          STATION RECOVERY (2004)
 DB0287
 DB0287'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0453 ***********************************************************************
 CY0453  DESIGNATION -  26 RS
 CY0453  PID         -  CY0453
 CY0453  STATE/COUNTY-  AZ/COCHISE
 CY0453  USGS QUAD   -  LUZENA (1979)
 CY0453
 CY0453                         *CURRENT SURVEY CONTROL
 CY0453  ___________________________________________________________________
 CY0453* NAD 83(1986)-  32 20 09.     (N)    109 31 10.     (W)     SCALED    
 CY0453* NAVD 88     -      1165.43   (+/-2cm)    3823.6    (feet)  VERTCON   
 CY0453  ___________________________________________________________________
 CY0453  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0453  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0453
 CY0453.The horizontal coordinates were scaled from a topographic map and have
 CY0453.an estimated accuracy of +/- 6 seconds.
 CY0453
 CY0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0453.The vertical order pertains to the NGVD 29 superseded value.
 CY0453
 CY0453.The geoid height was determined by GEOID03.
 CY0453
 CY0453;                    North         East    Units  Estimated Accuracy
 CY0453;SPC AZ E     -   148,290.      274,290.      MT  (+/- 180 meters Scaled)
 CY0453
 CY0453                          SUPERSEDED SURVEY CONTROL
 CY0453
 CY0453  NGVD 29 (??/??/92) 1164.683  (m)         3821.13   (f) ADJ UNCH    1 2
 CY0453
 CY0453.Superseded values are not recommended for survey control.
 CY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0453.See file dsdata.txt to determine how the superseded data were derived.
 CY0453
 CY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA393786(NAD 83)
 CY0453_MARKER: DD = SURVEY DISK
 CY0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0453_STAMPING: 26 R S 1941 3821 FEET
 CY0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0453+STABILITY: SURFACE MOTION
 CY0453
 CY0453  HISTORY     - Date     Condition        Report By
 CY0453  HISTORY     - 1941     MONUMENTED       USGS
 CY0453  HISTORY     - 1953     GOOD             NGS
 CY0453
 CY0453                          STATION DESCRIPTION
 CY0453
 CY0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0453'1.9 MI W FROM BOWIE.
 CY0453'1.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0453'BOWIE, 94 FEET NORTH OF THE NORTH RAIL, 83 FEET SOUTHEAST OF THE
 CY0453'SOUTHEAST CORNER OF A CATTLE GUARD, 36 FEET SOUTH OF THE CENTER LINE
 CY0453'OF A GRADED DIRT ROAD, 1.9 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CY0453'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0530 ***********************************************************************
 FS0530  DESIGNATION -  2604.86
 FS0530  PID         -  FS0530
 FS0530  STATE/COUNTY-  AZ/MOHAVE
 FS0530  USGS QUAD   -  KINGMAN SE (1980)
 FS0530
 FS0530                         *CURRENT SURVEY CONTROL
 FS0530  ___________________________________________________________________
 FS0530* NAD 83(1986)-  35 04 55.     (N)    114 07 15.     (W)     SCALED    
 FS0530* NAVD 88     -       794.648  (meters)    2607.11   (feet)  POSTED    
 FS0530  ___________________________________________________________________
 FS0530  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FS0530  DYNAMIC HT  -         793.740 (meters)    2604.13  (feet)  COMP
 FS0530  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 FS0530
 FS0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0530
 FS0530.The horizontal coordinates were scaled from a topographic map and have
 FS0530.an estimated accuracy of +/- 6 seconds.
 FS0530
 FS0530.The orthometric height was determined by differential leveling
 FS0530.and adjusted by the  in 1992.
 FS0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0530.rate of 0.0 thru 1.0 mm/km.
 FS0530
 FS0530.The geoid height was determined by GEOID03.
 FS0530
 FS0530.The dynamic height is computed by dividing the NAVD 88
 FS0530.geopotential number by the normal gravity value computed on the
 FS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0530.degrees latitude (g = 980.6199 gals.).
 FS0530
 FS0530.The modeled gravity was interpolated from observed gravity values.
 FS0530
 FS0530;                    North         East    Units  Estimated Accuracy
 FS0530;SPC AZ W     -   452,740.      179,540.      MT  (+/- 180 meters Scaled)
 FS0530
 FS0530                          SUPERSEDED SURVEY CONTROL
 FS0530
 FS0530  NGVD 29 (??/??/92)  793.892  (m)         2604.63   (f) ADJ UNCH    2 0
 FS0530
 FS0530.Superseded values are not recommended for survey control.
 FS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0530.See file dsdata.txt to determine how the superseded data were derived.
 FS0530
 FS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625859(NAD 83)
 FS0530_MARKER: DD = SURVEY DISK
 FS0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0530_SP_SET: BRIDGE
 FS0530_STAMPING: 2604.86 2101X5030 1949
 FS0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0530
 FS0530  HISTORY     - Date     Condition        Report By
 FS0530  HISTORY     - 1949     MONUMENTED       AZHD
 FS0530  HISTORY     - 1961     GOOD             NGS
 FS0530  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0530
 FS0530                          STATION DESCRIPTION
 FS0530
 FS0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0530'9.3 MI SSW FROM KINGMAN.
 FS0530'ABOUT 9.3 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE
 FS0530'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, SET IN
 FS0530'THE TOP OF THE SOUTH END OF THE EAST CURB OF A 140 FOOT CONCRETE
 FS0530'BRIDGE WITH 5 OPENINGS, 15 FEET EAST OF THE CENTER LINE OF THE
 FS0530'HIGHWAY AND ABOUT 0.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FS0530
 FS0530                          STATION RECOVERY (1981)
 FS0530
 FS0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0530'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0529 ***********************************************************************
 FS0529  DESIGNATION -  2604.86 RESET
 FS0529  PID         -  FS0529
 FS0529  STATE/COUNTY-  AZ/MOHAVE
 FS0529  USGS QUAD   -  KINGMAN SE (1980)
 FS0529
 FS0529                         *CURRENT SURVEY CONTROL
 FS0529  ___________________________________________________________________
 FS0529* NAD 83(1986)-  35 04 55.     (N)    114 07 15.     (W)     SCALED    
 FS0529* NAVD 88     -       794.25   (+/-2cm)    2605.8    (feet)  VERTCON   
 FS0529  ___________________________________________________________________
 FS0529  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FS0529  VERT ORDER  -  THIRD (See Below)
 FS0529
 FS0529.The horizontal coordinates were scaled from a topographic map and have
 FS0529.an estimated accuracy of +/- 6 seconds.
 FS0529
 FS0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0529.The vertical order pertains to the NGVD 29 superseded value.
 FS0529
 FS0529.The geoid height was determined by GEOID03.
 FS0529
 FS0529;                    North         East    Units  Estimated Accuracy
 FS0529;SPC AZ W     -   452,740.      179,540.      MT  (+/- 180 meters Scaled)
 FS0529
 FS0529                          SUPERSEDED SURVEY CONTROL
 FS0529
 FS0529  NGVD 29 (03/28/06)  793.49   (m)         2603.3    (f) RESET       3  
 FS0529
 FS0529.Superseded values are not recommended for survey control.
 FS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0529.See file dsdata.txt to determine how the superseded data were derived.
 FS0529
 FS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625859(NAD 83)
 FS0529_MARKER: DB = BENCH MARK DISK
 FS0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0529_STAMPING: 2604.86 AHD RESET
 FS0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0529+STABILITY: SURFACE MOTION
 FS0529
 FS0529  HISTORY     - Date     Condition        Report By
 FS0529  HISTORY     - 1973     MONUMENTED       NGS
 FS0529  HISTORY     - 1973     GOOD             NGS
 FS0529
 FS0529                          STATION DESCRIPTION
 FS0529
 FS0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS0529'9.3 MI SSW FROM KINGMAN.
 FS0529'ABOUT 9.3 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 66 AND
 FS0529'INTERSTATE 40 FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FS0529'STATION IN KINGMAN.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FS0529'WHICH PROJECTS 1 1/2 INCHES.  ABOUT 80 YARDS EAST OF A HIGHWAY
 FS0529'BRIDGE WITH 5 OPENINGS, 75 YARDS SOUTH OF A LARGE WASH, 35 YARDS
 FS0529'NORTH OF A SMALL WASH, 30 FEET SOUTH OF HIGHWAY POT 2130+00, 4
 FS0529'FEET EAST OF TELEPHONE LINES AND 3 FEET SOUTHWEST OF AN ANGLE
 FS0529'IN RIGHT OF WAY FENCE LINE.  NOTE-- 2604.86 (AHD) WAS NOT
 FS0529'REMOVED FROM BRIDGE WHICH IS UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0641 ***********************************************************************
 ET0641  DESIGNATION -  2607.45
 ET0641  PID         -  ET0641
 ET0641  STATE/COUNTY-  AZ/YAVAPAI
 ET0641  USGS QUAD   -  THORN PEAK (1967)
 ET0641
 ET0641                         *CURRENT SURVEY CONTROL
 ET0641  ___________________________________________________________________
 ET0641* NAD 83(1986)-  34 27 53.     (N)    113 13 24.     (W)     SCALED    
 ET0641* NAVD 88     -       795.387  (meters)    2609.53   (feet)  POSTED    
 ET0641  ___________________________________________________________________
 ET0641  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0641  DYNAMIC HT  -         794.430 (meters)    2606.39  (feet)  COMP
 ET0641  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 ET0641
 ET0641  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0641
 ET0641.The horizontal coordinates were scaled from a topographic map and have
 ET0641.an estimated accuracy of +/- 6 seconds.
 ET0641
 ET0641.The orthometric height was determined by differential leveling
 ET0641.and adjusted in November 2005.
 ET0641.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0641.rate of 2.1 thru 3.0 mm/km.
 ET0641
 ET0641.The geoid height was determined by GEOID03.
 ET0641
 ET0641.The dynamic height is computed by dividing the NAVD 88
 ET0641.geopotential number by the normal gravity value computed on the
 ET0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0641.degrees latitude (g = 980.6199 gals.).
 ET0641
 ET0641.The modeled gravity was interpolated from observed gravity values.
 ET0641
 ET0641;                    North         East    Units  Estimated Accuracy
 ET0641;SPC AZ C     -   384,970.       93,310.      MT  (+/- 180 meters Scaled)
 ET0641
 ET0641                          SUPERSEDED SURVEY CONTROL
 ET0641
 ET0641  NGVD 29 (??/??/92)  794.677  (m)         2607.20   (f) ADJ UNCH    1 2
 ET0641
 ET0641.Superseded values are not recommended for survey control.
 ET0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0641.See file dsdata.txt to determine how the superseded data were derived.
 ET0641
 ET0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD957159(NAD 83)
 ET0641_MARKER: Q = CHISELED SQUARE
 ET0641_SETTING: 66 = SET IN ROCK OUTCROP
 ET0641_SP_SET: SMALL ROCK
 ET0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0641+STABILITY: POSITION/ELEVATION WELL
 ET0641
 ET0641  HISTORY     - Date     Condition        Report By
 ET0641  HISTORY     - UNK      MONUMENTED       USGS
 ET0641  HISTORY     - 1950     GOOD             NGS
 ET0641
 ET0641                          STATION DESCRIPTION
 ET0641
 ET0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0641'14.5 MI S FROM BAGDAD.
 ET0641'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0641'AT BAGDAD, THENCE 7.7 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, ON A
 ET0641'SHORT STEEP GRADE, ON THE OUTSIDE OF THE APPROXIMATE CENTER OF A U
 ET0641'CURVE, ON THE TOP OF A SMALL ROCK FLUSH WITH THE GROUND, 35 FEET
 ET0641'SOUTHWEST OF AN 8-INCH PALO VERDE TREE, 28 FEET SOUTHEAST OF THE
 ET0641'CENTER LINE OF THE ROAD, 25 FEET WEST OF THE TOP OF THE WEST HIGH BANK
 ET0641'OF A WIDE DRY WASH, 2 FEET SOUTHWEST OF A CAIRN, AND ABOUT LEVEL WITH
 ET0641'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0530 ***********************************************************************
 CZ0530  DESIGNATION -  261+04.8
 CZ0530  PID         -  CZ0530
 CZ0530  STATE/COUNTY-  AZ/PIMA
 CZ0530  USGS QUAD   -  JAYNES (1992)
 CZ0530
 CZ0530                         *CURRENT SURVEY CONTROL
 CZ0530  ___________________________________________________________________
 CZ0530* NAD 83(1986)-  32 22 08.     (N)    111 05 56.     (W)     SCALED    
 CZ0530* NAVD 88     -       651.737  (meters)    2138.24   (feet)  ADJUSTED  
 CZ0530  ___________________________________________________________________
 CZ0530  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0530  DYNAMIC HT  -         650.864 (meters)    2135.38  (feet)  COMP
 CZ0530  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 CZ0530
 CZ0530  VERT ORDER  -  FIRST     CLASS II
 CZ0530
 CZ0530.The horizontal coordinates were scaled from a topographic map and have
 CZ0530.an estimated accuracy of +/- 6 seconds.
 CZ0530
 CZ0530.The orthometric height was determined by differential leveling
 CZ0530.and adjusted in June 1991.
 CZ0530
 CZ0530.The geoid height was determined by GEOID03.
 CZ0530
 CZ0530.The dynamic height is computed by dividing the NAVD 88
 CZ0530.geopotential number by the normal gravity value computed on the
 CZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0530.degrees latitude (g = 980.6199 gals.).
 CZ0530
 CZ0530.The modeled gravity was interpolated from observed gravity values.
 CZ0530
 CZ0530;                    North         East    Units  Estimated Accuracy
 CZ0530;SPC AZ C     -   152,060.      290,320.      MT  (+/- 180 meters Scaled)
 CZ0530
 CZ0530                          SUPERSEDED SURVEY CONTROL
 CZ0530
 CZ0530  NGVD 29 (??/??/92)  651.084  (m)         2136.10   (f) ADJ UNCH    1 2
 CZ0530
 CZ0530.Superseded values are not recommended for survey control.
 CZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0530.See file dsdata.txt to determine how the superseded data were derived.
 CZ0530
 CZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA906813(NAD 83)
 CZ0530_MARKER: DD = SURVEY DISK
 CZ0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0530_SP_SET: CURB
 CZ0530_STAMPING: 2136.58 261.04.8
 CZ0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0530+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0530
 CZ0530  HISTORY     - Date     Condition        Report By
 CZ0530  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0530  HISTORY     - 1951     GOOD             NGS
 CZ0530  HISTORY     - 1980     GOOD             NGS
 CZ0530  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0530
 CZ0530                          STATION DESCRIPTION
 CZ0530
 CZ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0530'1.1 MI NW FROM CORTARO.
 CZ0530'1.1 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0530'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 3 POLES
 CZ0530'SOUTHEAST OF MILE POLE 971, AT RAILROAD MILEAGE 971.13, IN TOP OF THE
 CZ0530'APPROXIMATE CENTER OF THE NORTHEAST CURBING OF A SMALL HIGHWAY BRIDGE,
 CZ0530'60.4 FEET WEST OF TELEGRAPH POLE 11380, 16 1/2 FEET NORTHEAST OF THE
 CZ0530'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY IN
 CZ0530'ELEVATION.
 CZ0530
 CZ0530                          STATION RECOVERY (1980)
 CZ0530
 CZ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0530'20.5 KILOMETERS (12.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0530'RAILROAD FROM THE STATION AT TUCSON, 1.3 KILOMETERS (0.9 MILE)
 CZ0530'NORTHWEST OF THE CORTARO ROAD OVERPASS, 3 POLES SOUTHWEST OF MILE
 CZ0530'POST 971, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A
 CZ0530'CONCRETE CULVERT UNDER THE FRONTAGE ROAD, 37.8 METERS (124 FEET)
 CZ0530'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 4.9 METERS
 CZ0530'(16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0530'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
 CZ0530
 CZ0530                          STATION RECOVERY (2006)
 CZ0530
 CZ0530'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0222 ***********************************************************************
 CZ0222  DESIGNATION -  2612.19
 CZ0222  PID         -  CZ0222
 CZ0222  STATE/COUNTY-  AZ/PIMA
 CZ0222  USGS QUAD   -  TUCSON SW (1992)
 CZ0222
 CZ0222                         *CURRENT SURVEY CONTROL
 CZ0222  ___________________________________________________________________
 CZ0222* NAD 83(1986)-  32 02 51.     (N)    110 57 04.     (W)     SCALED    
 CZ0222* NAVD 88     -       797.523  (meters)    2616.54   (feet)  ADJUSTED  
 CZ0222  ___________________________________________________________________
 CZ0222  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0222  DYNAMIC HT  -         796.392 (meters)    2612.83  (feet)  COMP
 CZ0222  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 CZ0222
 CZ0222  VERT ORDER  -  FIRST     CLASS II
 CZ0222
 CZ0222.The horizontal coordinates were scaled from a topographic map and have
 CZ0222.an estimated accuracy of +/- 6 seconds.
 CZ0222
 CZ0222.The orthometric height was determined by differential leveling
 CZ0222.and adjusted in June 1991.
 CZ0222
 CZ0222.The geoid height was determined by GEOID03.
 CZ0222
 CZ0222.The dynamic height is computed by dividing the NAVD 88
 CZ0222.geopotential number by the normal gravity value computed on the
 CZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0222.degrees latitude (g = 980.6199 gals.).
 CZ0222
 CZ0222.The modeled gravity was interpolated from observed gravity values.
 CZ0222
 CZ0222;                    North         East    Units  Estimated Accuracy
 CZ0222;SPC AZ C     -   116,540.      304,540.      MT  (+/- 180 meters Scaled)
 CZ0222
 CZ0222                          SUPERSEDED SURVEY CONTROL
 CZ0222
 CZ0222  NGVD 29 (??/??/92)  796.870  (m)         2614.40   (f) ADJ UNCH    1 2
 CZ0222
 CZ0222.Superseded values are not recommended for survey control.
 CZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0222.See file dsdata.txt to determine how the superseded data were derived.
 CZ0222
 CZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA046457(NAD 83)
 CZ0222_MARKER: DD = SURVEY DISK
 CZ0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0222_SP_SET: CULVERT
 CZ0222_STAMPING: 2612.19 1938 109+65.2
 CZ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0222+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0222
 CZ0222  HISTORY     - Date     Condition        Report By
 CZ0222  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0222  HISTORY     - 1953     GOOD             NGS
 CZ0222  HISTORY     - 1980     GOOD             NGS
 CZ0222  HISTORY     - 19950205 GOOD             USPSQD
 CZ0222  HISTORY     - 19990213 GOOD             USPSQD
 CZ0222  HISTORY     - 20020407 GOOD             USPSQD
 CZ0222  HISTORY     - 20060316 GOOD             USPSQD
 CZ0222  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0222
 CZ0222                          STATION DESCRIPTION
 CZ0222
 CZ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0222'6.15 MI N FROM SAHUARITA.
 CZ0222'6.15 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0222'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.6 FEET
 CZ0222'SOUTHWEST OF THE WEST RAIL AT THE NORTH END OF RAILROAD BRIDGE 996.58,
 CZ0222'AT A LARGE U. S. HIGHWAY CONCRETE BOX CULVERT, IN THE TOP OF THE
 CZ0222'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 18.7 FEET SOUTHWEST
 CZ0222'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0222'HIGHWAY.
 CZ0222
 CZ0222                          STATION RECOVERY (1980)
 CZ0222
 CZ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0222'10.2 KILOMETERS (6.35 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0222'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF
 CZ0222'THE WEST HEADWALL OF A DOUBLE CHANNEL HIGHWAY BRIDGE, 5.7 METERS
 CZ0222'(18.7 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0222'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CZ0222
 CZ0222                          STATION RECOVERY (1995)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0222'RECOVERED IN GOOD CONDITION.
 CZ0222
 CZ0222                          STATION RECOVERY (1999)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0222'RECOVERED IN GOOD CONDITION.
 CZ0222
 CZ0222                          STATION RECOVERY (2002)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0222'RECOVERED IN GOOD CONDITION.
 CZ0222
 CZ0222                          STATION RECOVERY (2006)
 CZ0222
 CZ0222'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0222'RECOVERED AS DESCRIBED.
 CZ0222
 CZ0222                          STATION RECOVERY (2007)
 CZ0222
 CZ0222'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0221 ***********************************************************************
 CZ0221  DESIGNATION -  2614.39
 CZ0221  PID         -  CZ0221
 CZ0221  STATE/COUNTY-  AZ/PIMA
 CZ0221  USGS QUAD   -  TUCSON SW (1992)
 CZ0221
 CZ0221                         *CURRENT SURVEY CONTROL
 CZ0221  ___________________________________________________________________
 CZ0221* NAD 83(1986)-  32 02 36.     (N)    110 56 59.     (W)     SCALED    
 CZ0221* NAVD 88     -       798.212  (meters)    2618.80   (feet)  ADJUSTED  
 CZ0221  ___________________________________________________________________
 CZ0221  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0221  DYNAMIC HT  -         797.080 (meters)    2615.09  (feet)  COMP
 CZ0221  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 CZ0221
 CZ0221  VERT ORDER  -  FIRST     CLASS II
 CZ0221
 CZ0221.The horizontal coordinates were scaled from a topographic map and have
 CZ0221.an estimated accuracy of +/- 6 seconds.
 CZ0221
 CZ0221.The orthometric height was determined by differential leveling
 CZ0221.and adjusted in June 1991.
 CZ0221
 CZ0221.The geoid height was determined by GEOID03.
 CZ0221
 CZ0221.The dynamic height is computed by dividing the NAVD 88
 CZ0221.geopotential number by the normal gravity value computed on the
 CZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0221.degrees latitude (g = 980.6199 gals.).
 CZ0221
 CZ0221.The modeled gravity was interpolated from observed gravity values.
 CZ0221
 CZ0221;                    North         East    Units  Estimated Accuracy
 CZ0221;SPC AZ C     -   116,080.      304,680.      MT  (+/- 180 meters Scaled)
 CZ0221
 CZ0221                          SUPERSEDED SURVEY CONTROL
 CZ0221
 CZ0221  NGVD 29 (??/??/92)  797.551  (m)         2616.63   (f) ADJ UNCH    1 2
 CZ0221
 CZ0221.Superseded values are not recommended for survey control.
 CZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0221.See file dsdata.txt to determine how the superseded data were derived.
 CZ0221
 CZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA047452(NAD 83)
 CZ0221_MARKER: DD = SURVEY DISK
 CZ0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0221_SP_SET: CULVERT
 CZ0221_STAMPING: 2614.39 1938 125+08.8
 CZ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0221+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0221
 CZ0221  HISTORY     - Date     Condition        Report By
 CZ0221  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0221  HISTORY     - 1953     GOOD             NGS
 CZ0221  HISTORY     - 1980     GOOD             NGS
 CZ0221  HISTORY     - 19950205 GOOD             USPSQD
 CZ0221  HISTORY     - 20020407 GOOD             USPSQD
 CZ0221  HISTORY     - 20060316 GOOD             USPSQD
 CZ0221  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0221
 CZ0221                          STATION DESCRIPTION
 CZ0221
 CZ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0221'5.85 MI N FROM SAHUARITA.
 CZ0221'5.85 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0221'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.7 FEET
 CZ0221'SOUTHWEST OF THE SOUTHWEST RAIL AT THE NORTHWEST END OF RAILROAD
 CZ0221'BRIDGE 996.87, AT THE NORTHWEST ONE OF TWO U.S. HIGHWAY CONCRETE BOX
 CZ0221'CULVERTS, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CZ0221'HEAD WALL, 18.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0221'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0221
 CZ0221                          STATION RECOVERY (1980)
 CZ0221
 CZ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0221'9.7 KILOMETERS (6.05 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0221'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF
 CZ0221'THE WEST HEADWALL OF A 1.2 X 4.6 METER (4 X 15 FOOT) BOX CULVERT
 CZ0221'FOR THE HIGHWAY, 0.2 KILOMETER (0.1 MILE) NORTH OF HIGHWAY
 CZ0221'MILEPOST 54, 5.6 METERS (18.4 FEET) WEST OF THE HIGHWAY CENTER-
 CZ0221'LINE.
 CZ0221'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CZ0221
 CZ0221                          STATION RECOVERY (1995)
 CZ0221
 CZ0221'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0221'RECOVERED IN GOOD CONDITION.
 CZ0221
 CZ0221                          STATION RECOVERY (2002)
 CZ0221
 CZ0221'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0221'RECOVERED IN GOOD CONDITION.
 CZ0221
 CZ0221                          STATION RECOVERY (2006)
 CZ0221
 CZ0221'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0221'RECOVERED AS DESCRIBED.
 CZ0221
 CZ0221                          STATION RECOVERY (2007)
 CZ0221
 CZ0221'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0224 ***********************************************************************
 CZ0224  DESIGNATION -  2616.64
 CZ0224  PID         -  CZ0224
 CZ0224  STATE/COUNTY-  AZ/PIMA
 CZ0224  USGS QUAD   -  TUCSON SW (1992)
 CZ0224
 CZ0224                         *CURRENT SURVEY CONTROL
 CZ0224  ___________________________________________________________________
 CZ0224* NAD 83(1986)-  32 02 29.     (N)    110 56 57.     (W)     SCALED    
 CZ0224* NAVD 88     -       798.902  (meters)    2621.06   (feet)  ADJUSTED  
 CZ0224  ___________________________________________________________________
 CZ0224  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0224  DYNAMIC HT  -         797.768 (meters)    2617.34  (feet)  COMP
 CZ0224  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 CZ0224
 CZ0224  VERT ORDER  -  FIRST     CLASS II
 CZ0224
 CZ0224.The horizontal coordinates were scaled from a topographic map and have
 CZ0224.an estimated accuracy of +/- 6 seconds.
 CZ0224
 CZ0224.The orthometric height was determined by differential leveling
 CZ0224.and adjusted in June 1991.
 CZ0224
 CZ0224.The geoid height was determined by GEOID03.
 CZ0224
 CZ0224.The dynamic height is computed by dividing the NAVD 88
 CZ0224.geopotential number by the normal gravity value computed on the
 CZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0224.degrees latitude (g = 980.6199 gals.).
 CZ0224
 CZ0224.The modeled gravity was interpolated from observed gravity values.
 CZ0224
 CZ0224;                    North         East    Units  Estimated Accuracy
 CZ0224;SPC AZ C     -   115,870.      304,730.      MT  (+/- 180 meters Scaled)
 CZ0224
 CZ0224                          SUPERSEDED SURVEY CONTROL
 CZ0224
 CZ0224  NGVD 29 (??/??/92)  798.240  (m)         2618.89   (f) ADJ UNCH    1 2
 CZ0224
 CZ0224.Superseded values are not recommended for survey control.
 CZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0224.See file dsdata.txt to determine how the superseded data were derived.
 CZ0224
 CZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA047450(NAD 83)
 CZ0224_MARKER: DD = SURVEY DISK
 CZ0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0224_SP_SET: CULVERT
 CZ0224_STAMPING: 2616.64 1938 132+68.9
 CZ0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0224+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0224
 CZ0224  HISTORY     - Date     Condition        Report By
 CZ0224  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0224  HISTORY     - 1953     GOOD             NGS
 CZ0224  HISTORY     - 1980     GOOD             NGS
 CZ0224  HISTORY     - 19950115 GOOD             USPSQD
 CZ0224  HISTORY     - 20020403 GOOD             USPSQD
 CZ0224  HISTORY     - 20060316 GOOD             USPSQD
 CZ0224  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0224
 CZ0224                          STATION DESCRIPTION
 CZ0224
 CZ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0224'5.7 MI N FROM SAHUARITA.
 CZ0224'5.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0224'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.1 FEET
 CZ0224'SOUTHWEST OF THE SOUTHWEST RAIL AT THE NORTHWEST END OF WOODEN
 CZ0224'RAILROAD BRIDGE 997.02, AT A LARGE DOUBLE CONCRETE U. S. HIGHWAY 89
 CZ0224'BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CZ0224'HEAD WALL, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0224'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0224
 CZ0224                          STATION RECOVERY (1980)
 CZ0224
 CZ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0224'9.5 KILOMETERS (5.9 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0224'THE POST OFFICE AT SAHUARITA, 0.2 KILOMETER (0.15 MILE) NORTH
 CZ0224'OF THE NORTH END OF A CURVE IN THE HIGHWAY AT THE T JUNCTION
 CZ0224'OF THE HIGHWAY AND ANISLEE STREET, 88 PACES SOUTH OF MILE POST
 CZ0224'54, SET IN TOP OF THE WEST HEADWALL OF A SMALL TWO CHANNEL
 CZ0224'CONCRETE BRIDGE FOR THE HIGHWAY AND IN THE NORTH END OF THE
 CZ0224'HEADWALL, 5.8 METERS (19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0224'THE MARK IS 0.3 M ABOVE THE HIGHWAY..
 CZ0224
 CZ0224                          STATION RECOVERY (1995)
 CZ0224
 CZ0224'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0224'RECOVERED IN GOOD CONDITION.
 CZ0224
 CZ0224                          STATION RECOVERY (2002)
 CZ0224
 CZ0224'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0224'RECOVERED IN GOOD CONDITION.
 CZ0224
 CZ0224                          STATION RECOVERY (2006)
 CZ0224
 CZ0224'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0224'RECOVERED AS DESCRIBED.
 CZ0224
 CZ0224                          STATION RECOVERY (2007)
 CZ0224
 CZ0224'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0829 ***********************************************************************
 CG0829  DESIGNATION -  2617.0
 CG0829  PID         -  CG0829
 CG0829  STATE/COUNTY-  AZ/PIMA
 CG0829  USGS QUAD   -  TOPAWA (1979)
 CG0829
 CG0829                         *CURRENT SURVEY CONTROL
 CG0829  ___________________________________________________________________
 CG0829* NAD 83(1986)-  31 48 16.     (N)    111 46 40.     (W)     SCALED    
 CG0829* NAVD 88     -       798.33   (+/-2cm)    2619.2    (feet)  VERTCON   
 CG0829  ___________________________________________________________________
 CG0829  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0829
 CG0829.The horizontal coordinates were scaled from a topographic map and have
 CG0829.an estimated accuracy of +/- 6 seconds.
 CG0829
 CG0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0829.The vertical order pertains to the NGVD 29 superseded value.
 CG0829
 CG0829.The geoid height was determined by GEOID03.
 CG0829
 CG0829;                    North         East    Units  Estimated Accuracy
 CG0829;SPC AZ C     -    89,190.      226,510.      MT  (+/- 180 meters Scaled)
 CG0829
 CG0829                          SUPERSEDED SURVEY CONTROL
 CG0829
 CG0829  NGVD 29 (??/??/92)  797.602  (m)         2616.80   (f) ADJ UNCH    2 0
 CG0829
 CG0829.Superseded values are not recommended for survey control.
 CG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0829.See file dsdata.txt to determine how the superseded data were derived.
 CG0829
 CG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA263190(NAD 83)
 CG0829_MARKER: Z = SEE DESCRIPTION
 CG0829_SETTING: 0 = UNSPECIFIED SETTING
 CG0829_STAMPING: 2617.0
 CG0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0829
 CG0829  HISTORY     - Date     Condition        Report By
 CG0829  HISTORY     - UNK      MONUMENTED       USGS
 CG0829  HISTORY     - 1952     GOOD             NGS
 CG0829
 CG0829                          STATION DESCRIPTION
 CG0829
 CG0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0829'3.0 MI E FROM TOPAWA.
 CG0829'3.0 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0829'TOPAWA, 0.55 MILE WEST OF A Y JUNCTION OF A ROAD LEADING SOUTHWEST,
 CG0829'91.6 FEET NORTHEAST AND ACROSS THE ROAD FROM B.M. X 305, 28 1/2 FEET
 CG0829'NORTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A WITNESS
 CG0829'POST, AND ABOUT LEVEL WITH THE ROAD, METAL TAG STAMPED 2617.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0494 ***********************************************************************
 CZ0494  DESIGNATION -  262+07
 CZ0494  PID         -  CZ0494
 CZ0494  STATE/COUNTY-  AZ/PIMA
 CZ0494  USGS QUAD   -  MARANA (1992)
 CZ0494
 CZ0494                         *CURRENT SURVEY CONTROL
 CZ0494  ___________________________________________________________________
 CZ0494* NAD 83(1986)-  32 27 08.     (N)    111 12 05.     (W)     SCALED    
 CZ0494* NAVD 88     -       610.616  (meters)    2003.33   (feet)  ADJUSTED  
 CZ0494  ___________________________________________________________________
 CZ0494  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0494  DYNAMIC HT  -         609.810 (meters)    2000.68  (feet)  COMP
 CZ0494  MODELED GRAV-     979,300.6   (mgal)                       NAVD 88
 CZ0494
 CZ0494  VERT ORDER  -  FIRST     CLASS II
 CZ0494
 CZ0494.The horizontal coordinates were scaled from a topographic map and have
 CZ0494.an estimated accuracy of +/- 6 seconds.
 CZ0494
 CZ0494.The orthometric height was determined by differential leveling
 CZ0494.and adjusted in June 1991.
 CZ0494
 CZ0494.The geoid height was determined by GEOID03.
 CZ0494
 CZ0494.The dynamic height is computed by dividing the NAVD 88
 CZ0494.geopotential number by the normal gravity value computed on the
 CZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0494.degrees latitude (g = 980.6199 gals.).
 CZ0494
 CZ0494.The modeled gravity was interpolated from observed gravity values.
 CZ0494
 CZ0494;                    North         East    Units  Estimated Accuracy
 CZ0494;SPC AZ C     -   161,240.      280,610.      MT  (+/- 180 meters Scaled)
 CZ0494
 CZ0494                          SUPERSEDED SURVEY CONTROL
 CZ0494
 CZ0494  NGVD 29 (??/??/92)  610.046  (m)         2001.46   (f) ADJ UNCH    1 2
 CZ0494
 CZ0494.Superseded values are not recommended for survey control.
 CZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0494.See file dsdata.txt to determine how the superseded data were derived.
 CZ0494
 CZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA810905(NAD 83)
 CZ0494_MARKER: DD = SURVEY DISK
 CZ0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0494_SP_SET: BRIDGE
 CZ0494_STAMPING: 2001.73 262+07.91 1931
 CZ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0494+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0494
 CZ0494  HISTORY     - Date     Condition        Report By
 CZ0494  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0494  HISTORY     - 1971     GOOD             NGS
 CZ0494  HISTORY     - 1980     GOOD             NGS
 CZ0494  HISTORY     - 19960204 GOOD             USPSQD
 CZ0494  HISTORY     - 20041216 GOOD             NGS
 CZ0494  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0494
 CZ0494                          STATION DESCRIPTION
 CZ0494
 CZ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ0494'0.6 MI SE FROM MARANA.
 CZ0494'1.1 MILES SOUTHEAST ALONG SOUTHERN PACIFIC RAILROAD AND FRONTAGE ROAD
 CZ0494'FROM THE MARANA EXIT ON INTERSTATE HIGHWAY 10, AT A CONCRETE BRIDGE,
 CZ0494'AT RAILROAD MILEAGE NUMBER 962.75, IN THE TOP CENTER OF THE NORTHEAST
 CZ0494'HEADWALL, 16 FEET NORTHEAST OF THE CENTER OF THE ROAD.  CORNER OF NW
 CZ0494'1/4, SEC 26, T11 S, R 11 E.
 CZ0494
 CZ0494                          STATION RECOVERY (1980)
 CZ0494
 CZ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0494'34.1 KILOMETERS (21.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0494'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 962.75,
 CZ0494'AT A 5-CHANNEL FRONTAGE ROAD (OLD U. S. HIGHWAY 84) CONCRETE BRIDGE,
 CZ0494'IN TOP OF THE NORTHEAST HEADWALL, 34.5 METERS (113 FEET) SOUTHWEST OF
 CZ0494'THE SOUTHWEST RAIL, 8.4 METERS (27.6 FEET) SOUTHEAST OF THE NORTHWEST
 CZ0494'END OF THE HEADWALL AND 5.0 METERS (16.4 FEET) NORTHEAST OF THE
 CZ0494'CENTERLINE OF THE ROAD.
 CZ0494'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0494
 CZ0494                          STATION RECOVERY (1996)
 CZ0494
 CZ0494'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0494'RECOVERED IN GOOD CONDITION.
 CZ0494
 CZ0494                          STATION RECOVERY (2004)
 CZ0494
 CZ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0494'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0494'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
 CZ0494
 CZ0494                          STATION RECOVERY (2006)
 CZ0494
 CZ0494'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0223 ***********************************************************************
 CZ0223  DESIGNATION -  2624.84
 CZ0223  PID         -  CZ0223
 CZ0223  STATE/COUNTY-  AZ/PIMA
 CZ0223  USGS QUAD   -  TUCSON SW (1992)
 CZ0223
 CZ0223                         *CURRENT SURVEY CONTROL
 CZ0223  ___________________________________________________________________
 CZ0223* NAD 83(1986)-  32 02 00.     (N)    110 56 55.     (W)     SCALED    
 CZ0223* NAVD 88     -       801.360  (meters)    2629.13   (feet)  ADJUSTED  
 CZ0223  ___________________________________________________________________
 CZ0223  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0223  DYNAMIC HT  -         800.222 (meters)    2625.39  (feet)  COMP
 CZ0223  MODELED GRAV-     979,193.5   (mgal)                       NAVD 88
 CZ0223
 CZ0223  VERT ORDER  -  FIRST     CLASS II
 CZ0223
 CZ0223.The horizontal coordinates were scaled from a topographic map and have
 CZ0223.an estimated accuracy of +/- 6 seconds.
 CZ0223
 CZ0223.The orthometric height was determined by differential leveling
 CZ0223.and adjusted in June 1991.
 CZ0223
 CZ0223.The geoid height was determined by GEOID03.
 CZ0223
 CZ0223.The dynamic height is computed by dividing the NAVD 88
 CZ0223.geopotential number by the normal gravity value computed on the
 CZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0223.degrees latitude (g = 980.6199 gals.).
 CZ0223
 CZ0223.The modeled gravity was interpolated from observed gravity values.
 CZ0223
 CZ0223;                    North         East    Units  Estimated Accuracy
 CZ0223;SPC AZ C     -   114,970.      304,790.      MT  (+/- 180 meters Scaled)
 CZ0223
 CZ0223                          SUPERSEDED SURVEY CONTROL
 CZ0223
 CZ0223  NGVD 29 (??/??/92)  800.717  (m)         2627.02   (f) ADJ UNCH    1 2
 CZ0223
 CZ0223.Superseded values are not recommended for survey control.
 CZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0223.See file dsdata.txt to determine how the superseded data were derived.
 CZ0223
 CZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA048441(NAD 83)
 CZ0223_MARKER: DD = SURVEY DISK
 CZ0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0223_SP_SET: CULVERT
 CZ0223_STAMPING: 2624.84 1938 162+90.5
 CZ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0223+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0223
 CZ0223  HISTORY     - Date     Condition        Report By
 CZ0223  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0223  HISTORY     - 1953     GOOD             NGS
 CZ0223  HISTORY     - 1980     GOOD             NGS
 CZ0223  HISTORY     - 19950205 GOOD             USPSQD
 CZ0223  HISTORY     - 20020403 GOOD             USPSQD
 CZ0223  HISTORY     - 20060316 GOOD             USPSQD
 CZ0223  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0223
 CZ0223                          STATION DESCRIPTION
 CZ0223
 CZ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0223'5.2 MI N FROM SAHUARITA.
 CZ0223'5.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0223'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 112.2 FEET
 CZ0223'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 997.60, AT A
 CZ0223'LARGE U. S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH
 CZ0223'END OF THE WEST CONCRETE HEAD WALL, 19 FEET WEST OF THE CENTER LINE OF
 CZ0223'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0223
 CZ0223                          STATION RECOVERY (1980)
 CZ0223
 CZ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0223'8.6 KILOMETERS (5.35 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0223'THE POST OFFICE AT SAHUARTIA, SET IN TOP OF THE NORTH END OF
 CZ0223'THE WEST HEADWALL FOR A THREE CHANNEL CONCRETE BRIDGE FOR THE
 CZ0223'HIGHWAY, 5.8 METERS (19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0223'THE MARK IS 0.3 M ABOVE THE HIGHWAY..
 CZ0223
 CZ0223                          STATION RECOVERY (1995)
 CZ0223
 CZ0223'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0223'RECOVERED IN GOOD CONDITION.
 CZ0223
 CZ0223                          STATION RECOVERY (2002)
 CZ0223
 CZ0223'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0223'RECOVERED IN GOOD CONDITION.
 CZ0223
 CZ0223                          STATION RECOVERY (2006)
 CZ0223
 CZ0223'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0223'RECOVERED AS DESCRIBED.
 CZ0223
 CZ0223                          STATION RECOVERY (2007)
 CZ0223
 CZ0223'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0226 ***********************************************************************
 CZ0226  DESIGNATION -  2626.88
 CZ0226  PID         -  CZ0226
 CZ0226  STATE/COUNTY-  AZ/PIMA
 CZ0226  USGS QUAD   -  TUCSON SW (1992)
 CZ0226
 CZ0226                         *CURRENT SURVEY CONTROL
 CZ0226  ___________________________________________________________________
 CZ0226* NAD 83(1986)-  32 01 50.     (N)    110 56 56.     (W)     SCALED    
 CZ0226* NAVD 88     -       801.959  (meters)    2631.09   (feet)  ADJUSTED  
 CZ0226  ___________________________________________________________________
 CZ0226  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0226  DYNAMIC HT  -         800.820 (meters)    2627.36  (feet)  COMP
 CZ0226  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 CZ0226
 CZ0226  VERT ORDER  -  FIRST     CLASS II
 CZ0226
 CZ0226.The horizontal coordinates were scaled from a topographic map and have
 CZ0226.an estimated accuracy of +/- 6 seconds.
 CZ0226
 CZ0226.The orthometric height was determined by differential leveling
 CZ0226.and adjusted in June 1991.
 CZ0226
 CZ0226.The geoid height was determined by GEOID03.
 CZ0226
 CZ0226.The dynamic height is computed by dividing the NAVD 88
 CZ0226.geopotential number by the normal gravity value computed on the
 CZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0226.degrees latitude (g = 980.6199 gals.).
 CZ0226
 CZ0226.The modeled gravity was interpolated from observed gravity values.
 CZ0226
 CZ0226;                    North         East    Units  Estimated Accuracy
 CZ0226;SPC AZ C     -   114,660.      304,770.      MT  (+/- 180 meters Scaled)
 CZ0226
 CZ0226                          SUPERSEDED SURVEY CONTROL
 CZ0226
 CZ0226  NGVD 29 (??/??/92)  801.326  (m)         2629.02   (f) ADJ UNCH    1 2
 CZ0226
 CZ0226.Superseded values are not recommended for survey control.
 CZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0226.See file dsdata.txt to determine how the superseded data were derived.
 CZ0226
 CZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA048438(NAD 83)
 CZ0226_MARKER: DD = SURVEY DISK
 CZ0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0226_SP_SET: CULVERT
 CZ0226_STAMPING: 2626.88 1938 171+71.4
 CZ0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0226+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0226
 CZ0226  HISTORY     - Date     Condition        Report By
 CZ0226  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0226  HISTORY     - 1953     GOOD             NGS
 CZ0226  HISTORY     - 1980     GOOD             NGS
 CZ0226  HISTORY     - 19950205 GOOD             USPSQD
 CZ0226  HISTORY     - 20020407 GOOD             USPSQD
 CZ0226  HISTORY     - 20060316 GOOD             USPSQD
 CZ0226  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0226
 CZ0226                          STATION DESCRIPTION
 CZ0226
 CZ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0226'5.05 MI N FROM SAHUARITA.
 CZ0226'5.05 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0226'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 111.7 FEET
 CZ0226'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 997.76, AT A
 CZ0226'U. S. HIGHWAY 89 CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH END OF
 CZ0226'THE WEST CONCRETE HEAD WALL, 18.8 FEET WEST OF THE CENTER LINE OF THE
 CZ0226'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0226
 CZ0226                          STATION RECOVERY (1980)
 CZ0226
 CZ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0226'8.3 KILOMETERS (5.15 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CZ0226'POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF THE
 CZ0226'WEST HEADWALL FOR A BOX CULVERT FOR THE HIGHWAY, 5.8 METERS
 CZ0226'(19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0226'THE MARK IS 0.3 M ABOVE THE HIGHWAY..
 CZ0226
 CZ0226                          STATION RECOVERY (1995)
 CZ0226
 CZ0226'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0226'RECOVERED IN GOOD CONDITION.
 CZ0226
 CZ0226                          STATION RECOVERY (2002)
 CZ0226
 CZ0226'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0226'RECOVERED IN GOOD CONDITION.
 CZ0226
 CZ0226                          STATION RECOVERY (2006)
 CZ0226
 CZ0226'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0226'RECOVERED AS DESCRIBED.
 CZ0226
 CZ0226                          STATION RECOVERY (2007)
 CZ0226
 CZ0226'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0532 ***********************************************************************
 FS0532  DESIGNATION -  2630.72
 FS0532  PID         -  FS0532
 FS0532  STATE/COUNTY-  AZ/MOHAVE
 FS0532  USGS QUAD   -  KINGMAN SE (1980)
 FS0532
 FS0532                         *CURRENT SURVEY CONTROL
 FS0532  ___________________________________________________________________
 FS0532* NAD 83(1986)-  35 05 20.     (N)    114 07 12.     (W)     SCALED    
 FS0532* NAVD 88     -       802.589  (meters)    2633.16   (feet)  POSTED    
 FS0532  ___________________________________________________________________
 FS0532  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FS0532  DYNAMIC HT  -         801.670 (meters)    2630.15  (feet)  COMP
 FS0532  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 FS0532
 FS0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0532
 FS0532.The horizontal coordinates were scaled from a topographic map and have
 FS0532.an estimated accuracy of +/- 6 seconds.
 FS0532
 FS0532.The orthometric height was determined by differential leveling
 FS0532.and adjusted by the  in 1992.
 FS0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0532.rate of 0.0 thru 1.0 mm/km.
 FS0532
 FS0532.The geoid height was determined by GEOID03.
 FS0532
 FS0532.The dynamic height is computed by dividing the NAVD 88
 FS0532.geopotential number by the normal gravity value computed on the
 FS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0532.degrees latitude (g = 980.6199 gals.).
 FS0532
 FS0532.The modeled gravity was interpolated from observed gravity values.
 FS0532
 FS0532;                    North         East    Units  Estimated Accuracy
 FS0532;SPC AZ W     -   453,510.      179,620.      MT  (+/- 180 meters Scaled)
 FS0532
 FS0532                          SUPERSEDED SURVEY CONTROL
 FS0532
 FS0532  NGVD 29 (??/??/92)  801.831  (m)         2630.67   (f) ADJ UNCH    2 0
 FS0532
 FS0532.Superseded values are not recommended for survey control.
 FS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0532.See file dsdata.txt to determine how the superseded data were derived.
 FS0532
 FS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625866(NAD 83)
 FS0532_MARKER: DD = SURVEY DISK
 FS0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0532_SP_SET: CULVERT
 FS0532_STAMPING: 2630.72 2156X6125 1949
 FS0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0532
 FS0532  HISTORY     - Date     Condition        Report By
 FS0532  HISTORY     - 1949     MONUMENTED       AZHD
 FS0532  HISTORY     - 1961     GOOD             NGS
 FS0532  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0532
 FS0532                          STATION DESCRIPTION
 FS0532
 FS0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0532'9 MI SSW FROM KINGMAN.
 FS0532'ABOUT 8.95 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0532'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0532'SET IN THE TOP AND APPROXIMATE CENTER OF THE WEST HEADWALL
 FS0532'OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS, 20 FEET WEST
 FS0532'OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT LEVEL WITH THE
 FS0532'HIGHWAY.
 FS0532
 FS0532                          STATION RECOVERY (1981)
 FS0532
 FS0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0532'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0531 ***********************************************************************
 FS0531  DESIGNATION -  2630.72 RESET
 FS0531  PID         -  FS0531
 FS0531  STATE/COUNTY-  AZ/MOHAVE
 FS0531  USGS QUAD   -  KINGMAN SE (1980)
 FS0531
 FS0531                         *CURRENT SURVEY CONTROL
 FS0531  ___________________________________________________________________
 FS0531* NAD 83(1986)-  35 05 20.     (N)    114 07 12.     (W)     SCALED    
 FS0531* NAVD 88     -       802.70   (+/-2cm)    2633.5    (feet)  VERTCON   
 FS0531  ___________________________________________________________________
 FS0531  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FS0531  VERT ORDER  -  THIRD (See Below)
 FS0531
 FS0531.The horizontal coordinates were scaled from a topographic map and have
 FS0531.an estimated accuracy of +/- 6 seconds.
 FS0531
 FS0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0531.The vertical order pertains to the NGVD 29 superseded value.
 FS0531
 FS0531.The geoid height was determined by GEOID03.
 FS0531
 FS0531;                    North         East    Units  Estimated Accuracy
 FS0531;SPC AZ W     -   453,510.      179,620.      MT  (+/- 180 meters Scaled)
 FS0531
 FS0531                          SUPERSEDED SURVEY CONTROL
 FS0531
 FS0531  NGVD 29 (03/28/06)  801.94   (m)         2631.0    (f) RESET       3  
 FS0531
 FS0531.Superseded values are not recommended for survey control.
 FS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0531.See file dsdata.txt to determine how the superseded data were derived.
 FS0531
 FS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625866(NAD 83)
 FS0531_MARKER: DB = BENCH MARK DISK
 FS0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0531_SP_SET: CULVERT
 FS0531_STAMPING: 2630.72 AHD RESET
 FS0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0531
 FS0531  HISTORY     - Date     Condition        Report By
 FS0531  HISTORY     - 1973     MONUMENTED       NGS
 FS0531  HISTORY     - 1973     GOOD             NGS
 FS0531
 FS0531                          STATION DESCRIPTION
 FS0531
 FS0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS0531'8.8 MI SSW FROM KINGMAN.
 FS0531'ABOUT 8.95 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 AND
 FS0531'INTERSTATE 40 FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FS0531'STATION IN KINGMAN.  ABOUT 100 YARDS EAST OF A HIGHWAY CULVERT
 FS0531'WITH 2 OPENINGS, 6 FEET WEST OF RIGHT OF WAY FENCE LINE AND
 FS0531'WITNESS SIGN AND 1 FOOT NORTH OF TELEPHONE POLE.  SET IN TOP OF
 FS0531'A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 FS0531'NOTE-- 2630.72 (AHD) WAS NOT REMOVED FROM THE HIGHWAY CULVERT
 FS0531'WHICH IS UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0225 ***********************************************************************
 CZ0225  DESIGNATION -  2631.08
 CZ0225  PID         -  CZ0225
 CZ0225  STATE/COUNTY-  AZ/PIMA
 CZ0225  USGS QUAD   -  TUCSON SW (1992)
 CZ0225
 CZ0225                         *CURRENT SURVEY CONTROL
 CZ0225  ___________________________________________________________________
 CZ0225* NAD 83(1986)-  32 01 38.     (N)    110 56 56.     (W)     SCALED    
 CZ0225* NAVD 88     -       803.236  (meters)    2635.28   (feet)  ADJUSTED  
 CZ0225  ___________________________________________________________________
 CZ0225  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0225  DYNAMIC HT  -         802.095 (meters)    2631.54  (feet)  COMP
 CZ0225  MODELED GRAV-     979,192.8   (mgal)                       NAVD 88
 CZ0225
 CZ0225  VERT ORDER  -  FIRST     CLASS II
 CZ0225
 CZ0225.The horizontal coordinates were scaled from a topographic map and have
 CZ0225.an estimated accuracy of +/- 6 seconds.
 CZ0225
 CZ0225.The orthometric height was determined by differential leveling
 CZ0225.and adjusted in June 1991.
 CZ0225
 CZ0225.The geoid height was determined by GEOID03.
 CZ0225
 CZ0225.The dynamic height is computed by dividing the NAVD 88
 CZ0225.geopotential number by the normal gravity value computed on the
 CZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0225.degrees latitude (g = 980.6199 gals.).
 CZ0225
 CZ0225.The modeled gravity was interpolated from observed gravity values.
 CZ0225
 CZ0225;                    North         East    Units  Estimated Accuracy
 CZ0225;SPC AZ C     -   114,300.      304,770.      MT  (+/- 180 meters Scaled)
 CZ0225
 CZ0225                          SUPERSEDED SURVEY CONTROL
 CZ0225
 CZ0225  NGVD 29 (??/??/92)  802.601  (m)         2633.20   (f) ADJ UNCH    1 2
 CZ0225
 CZ0225.Superseded values are not recommended for survey control.
 CZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0225.See file dsdata.txt to determine how the superseded data were derived.
 CZ0225
 CZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA048434(NAD 83)
 CZ0225_MARKER: DD = SURVEY DISK
 CZ0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0225_SP_SET: CULVERT
 CZ0225_STAMPING: 2631.08 1938 186+07.3
 CZ0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0225+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0225
 CZ0225  HISTORY     - Date     Condition        Report By
 CZ0225  HISTORY     - 1938     MONUMENTED       AZHD
 CZ0225  HISTORY     - 1953     GOOD             NGS
 CZ0225  HISTORY     - 1980     GOOD             NGS
 CZ0225  HISTORY     - 19950205 GOOD             USPSQD
 CZ0225  HISTORY     - 20020407 GOOD             USPSQD
 CZ0225  HISTORY     - 20060316 GOOD             USPSQD
 CZ0225  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0225
 CZ0225                          STATION DESCRIPTION
 CZ0225
 CZ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0225'4.8 MI N FROM SAHUARITA.
 CZ0225'4.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0225'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 1 1/2 POLES
 CZ0225'SOUTH OF MILEPOLE 998, 111.4 FEET WEST OF THE WEST RAIL AT THE NORTH
 CZ0225'END OF BRIDGE 998.03, AT A LARGE DOUBLE U.S. HIGHWAY 89 CONCRETE
 CZ0225'CULVERT, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL,
 CZ0225'19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET
 CZ0225'HIGHER THAN THE HIGHWAY.
 CZ0225
 CZ0225                          STATION RECOVERY (1980)
 CZ0225
 CZ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0225'7.9 KILOMETERS (4.9 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ0225'THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE NORTH END OF
 CZ0225'THE WEST HEADWALL OF A SMALL TWO CHANNEL CONCRETE BRIDGE FOR
 CZ0225'THE HIGHWAY, 5.8 (19 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CZ0225'THE MARK IS 0.4 M ABOVE THE HIGHWAY..
 CZ0225
 CZ0225                          STATION RECOVERY (1995)
 CZ0225
 CZ0225'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0225'RECOVERED IN GOOD CONDITION.
 CZ0225
 CZ0225                          STATION RECOVERY (2002)
 CZ0225
 CZ0225'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0225'RECOVERED IN GOOD CONDITION.
 CZ0225
 CZ0225                          STATION RECOVERY (2006)
 CZ0225
 CZ0225'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0225'RECOVERED AS DESCRIBED.
 CZ0225
 CZ0225                          STATION RECOVERY (2007)
 CZ0225
 CZ0225'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0066 ***********************************************************************
 DA0066  DESIGNATION -  2634.6
 DA0066  PID         -  DA0066
 DA0066  STATE/COUNTY-  AZ/MARICOPA
 DA0066  USGS QUAD   -  KAKA NW (1986)
 DA0066
 DA0066                         *CURRENT SURVEY CONTROL
 DA0066  ___________________________________________________________________
 DA0066* NAD 83(1986)-  32 44 26.     (N)    112 25 19.     (W)     SCALED    
 DA0066* NAVD 88     -       803.59   (+/-2cm)    2636.4    (feet)  VERTCON   
 DA0066  ___________________________________________________________________
 DA0066  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0066
 DA0066.The horizontal coordinates were scaled from a topographic map and have
 DA0066.an estimated accuracy of +/- 6 seconds.
 DA0066
 DA0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0066.The vertical order pertains to the NGVD 29 superseded value.
 DA0066
 DA0066.The geoid height was determined by GEOID03.
 DA0066
 DA0066;                    North         East    Units  Estimated Accuracy
 DA0066;SPC AZ C     -   193,090.      166,010.      MT  (+/- 180 meters Scaled)
 DA0066
 DA0066                          SUPERSEDED SURVEY CONTROL
 DA0066
 DA0066  NGVD 29 (??/??/92)  802.865  (m)         2634.07   (f) ADJ UNCH    2 0
 DA0066
 DA0066.Superseded values are not recommended for survey control.
 DA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0066.See file dsdata.txt to determine how the superseded data were derived.
 DA0066
 DA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB667234(NAD 83)
 DA0066_MARKER: Q = CHISELED SQUARE
 DA0066_SETTING: 80 = SET IN A BOULDER
 DA0066_SP_SET: BOULDER
 DA0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0066+STABILITY: SURFACE MOTION
 DA0066
 DA0066  HISTORY     - Date     Condition        Report By
 DA0066  HISTORY     - UNK      MONUMENTED       USGS
 DA0066  HISTORY     - 1952     GOOD             NGS
 DA0066
 DA0066                          STATION DESCRIPTION
 DA0066
 DA0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0066'5.5 MI NW FROM STOUTS WELL.
 DA0066'5.5 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0066'ON THE NORTH SLOPE OF A HILL ALONG THE SOUTH BANK OF A DEEP RAVINE, A
 DA0066'CHISELED SQUARE IN THE TOP OF A BOULDER PROJECTING ABOUT 1 FOOT ABOVE
 DA0066'THE GROUND AND MARKED BY THE WHITE PAINTED LETTERS USBM, 69 FEET NORTH
 DA0066'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0557 ***********************************************************************
 DV0557  DESIGNATION -  265 X 00
 DV0557  PID         -  DV0557
 DV0557  STATE/COUNTY-  AZ/MARICOPA
 DV0557  USGS QUAD   -  PERRYVILLE (1982)
 DV0557
 DV0557                         *CURRENT SURVEY CONTROL
 DV0557  ___________________________________________________________________
 DV0557* NAD 83(1986)-  33 26 08.     (N)    112 27 42.     (W)     SCALED    
 DV0557* NAVD 88     -       298.970  (meters)     980.87   (feet)  ADJUSTED  
 DV0557  ___________________________________________________________________
 DV0557  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0557  DYNAMIC HT  -         298.629 (meters)     979.75  (feet)  COMP
 DV0557  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DV0557
 DV0557  VERT ORDER  -  FIRST     CLASS II
 DV0557
 DV0557.The horizontal coordinates were scaled from a topographic map and have
 DV0557.an estimated accuracy of +/- 6 seconds.
 DV0557
 DV0557.The orthometric height was determined by differential leveling
 DV0557.and adjusted in June 1991.
 DV0557
 DV0557.The geoid height was determined by GEOID03.
 DV0557
 DV0557.The dynamic height is computed by dividing the NAVD 88
 DV0557.geopotential number by the normal gravity value computed on the
 DV0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0557.degrees latitude (g = 980.6199 gals.).
 DV0557
 DV0557.The modeled gravity was interpolated from observed gravity values.
 DV0557
 DV0557;                    North         East    Units  Estimated Accuracy
 DV0557;SPC AZ C     -   270,190.      162,680.      MT  (+/- 180 meters Scaled)
 DV0557
 DV0557                          SUPERSEDED SURVEY CONTROL
 DV0557
 DV0557  NGVD 29 (??/??/92)  298.312  (m)          978.71   (f) ADJ UNCH    1 2
 DV0557
 DV0557.Superseded values are not recommended for survey control.
 DV0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0557.See file dsdata.txt to determine how the superseded data were derived.
 DV0557
 DV0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641005(NAD 83)
 DV0557_MARKER: DD = SURVEY DISK
 DV0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0557_SP_SET: CULVERT
 DV0557_STAMPING: 265X00 978-98 1956
 DV0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0557+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV0557
 DV0557  HISTORY     - Date     Condition        Report By
 DV0557  HISTORY     - 1956     MONUMENTED       AZHD
 DV0557  HISTORY     - 1967     GOOD             NGS
 DV0557  HISTORY     - 1981     GOOD             NGS
 DV0557  HISTORY     - 20060810 GOOD             GEOCAC
 DV0557
 DV0557                          STATION DESCRIPTION
 DV0557
 DV0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0557'6.0 MI W FROM GOODYEAR.
 DV0557'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0557'IN S 9, T 1 N, R 2 W, 45 FEET NORTHWEST OF THE CENTER OF THE
 DV0557'INTERSECTION OF YUMA ROAD AND PERRYVILLE ROAD, 26 1/2 FEET NORTH OF
 DV0557'THE CENTER LINE OF YUMA ROAD, 38 FEET WEST OF THE CENTER LINE OF
 DV0557'PERRYVILLE ROAD, SET IN THE CENTER OF THE TOP OF THE NORTHWEST
 DV0557'CONCRETE HEAD WALL OF A CONCRETE CULVERT FOR AN IRRIGATION DITCH, 174
 DV0557'FEET NORTHWEST AND ACROSS THE INTERSECTION FROM THE NORTHWEST CORNER
 DV0557'OF THE PERRYVILLE GARAGE, AND ABOUT 1 1/2 FOOT ABOVE THE LEVEL OF THE
 DV0557'ROADS.
 DV0557
 DV0557                          STATION RECOVERY (1981)
 DV0557
 DV0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0557'RECOVERED IN GOOD CONDITION.
 DV0557
 DV0557                          STATION RECOVERY (2006)
 DV0557
 DV0557'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0078 ***********************************************************************
 CZ0078  DESIGNATION -  2651
 CZ0078  PID         -  CZ0078
 CZ0078  STATE/COUNTY-  AZ/PIMA
 CZ0078  USGS QUAD   -  TUCSON EAST (1992)
 CZ0078
 CZ0078                         *CURRENT SURVEY CONTROL
 CZ0078  ___________________________________________________________________
 CZ0078* NAD 83(1986)-  32 09 59.     (N)    110 52 30.     (W)     SCALED    
 CZ0078* NAVD 88     -       812.44   (+/-2cm)    2665.5    (feet)  VERTCON   
 CZ0078  ___________________________________________________________________
 CZ0078  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CZ0078  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0078
 CZ0078.The horizontal coordinates were scaled from a topographic map and have
 CZ0078.an estimated accuracy of +/- 6 seconds.
 CZ0078
 CZ0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0078.The vertical order pertains to the NGVD 29 superseded value.
 CZ0078
 CZ0078.The geoid height was determined by GEOID03.
 CZ0078
 CZ0078;                    North         East    Units  Estimated Accuracy
 CZ0078;SPC AZ C     -   129,790.      311,610.      MT  (+/- 180 meters Scaled)
 CZ0078
 CZ0078                          SUPERSEDED SURVEY CONTROL
 CZ0078
 CZ0078  NGVD 29 (??/??/92)  811.814  (m)         2663.43   (f) ADJ UNCH    1 2
 CZ0078
 CZ0078.Superseded values are not recommended for survey control.
 CZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0078.See file dsdata.txt to determine how the superseded data were derived.
 CZ0078
 CZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA117588(NAD 83)
 CZ0078_MARKER: P = PIPE CAP
 CZ0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0078_STAMPING: 2651 NOGLS 222
 CZ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0078
 CZ0078  HISTORY     - Date     Condition        Report By
 CZ0078  HISTORY     - UNK      MONUMENTED       USGS
 CZ0078  HISTORY     - 1952     GOOD             NGS
 CZ0078
 CZ0078                          STATION DESCRIPTION
 CZ0078
 CZ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0078'IN WILMOT.
 CZ0078'AT THE STATION SIGN AT WILMOT, ABOUT 115 YARDS NORTHWEST OF THE Y
 CZ0078'FORMED BY A SPUR TRACK LEADING NORTH, 36.5 FEET SOUTHWEST OF THE
 CZ0078'SOUTHWEST RAIL, 18.8 FEET SOUTHWEST OF THE WILMOT STATION SIGN, 1.3
 CZ0078'FEET SOUTHEAST OF THE WITNESS POST, 1/2 FOOT NORTHEAST OF A POINT
 CZ0078'DIRECTLY UNDER THE NORTHEAST WIRE OF A TELEPHONE LINE, AND RIVITED ON
 CZ0078'TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND,
 CZ0078'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0233 ***********************************************************************
 CG0233  DESIGNATION -  2670.20
 CG0233  PID         -  CG0233
 CG0233  STATE/COUNTY-  AZ/PIMA
 CG0233  USGS QUAD   -  SAHUARITA (1981)
 CG0233
 CG0233                         *CURRENT SURVEY CONTROL
 CG0233  ___________________________________________________________________
 CG0233* NAD 83(1986)-  31 59 13.     (N)    110 57 09.     (W)     SCALED    
 CG0233* NAVD 88     -       815.113  (meters)    2674.25   (feet)  ADJUSTED  
 CG0233  ___________________________________________________________________
 CG0233  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0233  DYNAMIC HT  -         813.950 (meters)    2670.43  (feet)  COMP
 CG0233  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 CG0233
 CG0233  VERT ORDER  -  FIRST     CLASS II
 CG0233
 CG0233.The horizontal coordinates were scaled from a topographic map and have
 CG0233.an estimated accuracy of +/- 6 seconds.
 CG0233
 CG0233.The orthometric height was determined by differential leveling
 CG0233.and adjusted in June 1991.
 CG0233
 CG0233.The geoid height was determined by GEOID03.
 CG0233
 CG0233.The dynamic height is computed by dividing the NAVD 88
 CG0233.geopotential number by the normal gravity value computed on the
 CG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0233.degrees latitude (g = 980.6199 gals.).
 CG0233
 CG0233.The modeled gravity was interpolated from observed gravity values.
 CG0233
 CG0233;                    North         East    Units  Estimated Accuracy
 CG0233;SPC AZ C     -   109,830.      304,470.      MT  (+/- 180 meters Scaled)
 CG0233
 CG0233                          SUPERSEDED SURVEY CONTROL
 CG0233
 CG0233  NGVD 29 (??/??/92)  814.492  (m)         2672.21   (f) ADJ UNCH    1 2
 CG0233
 CG0233.Superseded values are not recommended for survey control.
 CG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0233.See file dsdata.txt to determine how the superseded data were derived.
 CG0233
 CG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA044389(NAD 83)
 CG0233_MARKER: DD = SURVEY DISK
 CG0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0233_SP_SET: CULVERT
 CG0233_STAMPING: 2670.20 1938 332+02.0
 CG0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0233
 CG0233  HISTORY     - Date     Condition        Report By
 CG0233  HISTORY     - 1938     MONUMENTED       AZHD
 CG0233  HISTORY     - 1953     GOOD             NGS
 CG0233  HISTORY     - 1980     GOOD             NGS
 CG0233  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0233  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0233
 CG0233                          STATION DESCRIPTION
 CG0233
 CG0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0233'2.0 MI N FROM SAHUARITA.
 CG0233'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0233'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT A DOUBLE
 CG0233'24-INCH CORRUGATED METAL PIPE CULVERT UNDER U. S. HIGHWAY 89, IN THE
 CG0233'TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 63.2
 CG0233'FEET WEST OF THE WEST RAIL, 26.4 FEET EAST OF THE CENTER LINE OF THE
 CG0233'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 CG0233
 CG0233                          STATION RECOVERY (1980)
 CG0233
 CG0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0233'3.4 KILOMETERS (2.1 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CG0233'THE POST OFFICE AT SAHUARITA, AT THE T JUNCTION OF A PRIVATE
 CG0233'ROAD LEADING EAST AND SET IN THE TOP CENTER OF THE EAST
 CG0233'HEADWALL FOR A 24 INCH METAL PIPE CULVERT FOR THE HIGHWAY,
 CG0233'8 METERS (26.4 FEET) EAST OF THE HIGHWAY CENTERLINE, 11 METERS
 CG0233'(36 FEET) SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD, 19.5 METERS
 CG0233'(63.2 FEET) WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAIL-
 CG0233'ROAD.
 CG0233'THE MARK IS 1 M BELOW THE HIGHWAY..
 CG0233
 CG0233                          STATION RECOVERY (1995)
 CG0233
 CG0233'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0233'MARK NOT FOUND.
 CG0233
 CG0233                          STATION RECOVERY (1999)
 CG0233
 CG0233'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0234 ***********************************************************************
 CG0234  DESIGNATION -  2672.71
 CG0234  PID         -  CG0234
 CG0234  STATE/COUNTY-  AZ/PIMA
 CG0234  USGS QUAD   -  SAHUARITA (1981)
 CG0234
 CG0234                         *CURRENT SURVEY CONTROL
 CG0234  ___________________________________________________________________
 CG0234* NAD 83(1986)-  31 59 03.     (N)    110 57 12.     (W)     SCALED    
 CG0234* NAVD 88     -       815.927  (meters)    2676.92   (feet)  ADJUSTED  
 CG0234  ___________________________________________________________________
 CG0234  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0234  DYNAMIC HT  -         814.762 (meters)    2673.10  (feet)  COMP
 CG0234  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 CG0234
 CG0234  VERT ORDER  -  FIRST     CLASS II
 CG0234
 CG0234.The horizontal coordinates were scaled from a topographic map and have
 CG0234.an estimated accuracy of +/- 6 seconds.
 CG0234
 CG0234.The orthometric height was determined by differential leveling
 CG0234.and adjusted in June 1991.
 CG0234
 CG0234.The geoid height was determined by GEOID03.
 CG0234
 CG0234.The dynamic height is computed by dividing the NAVD 88
 CG0234.geopotential number by the normal gravity value computed on the
 CG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0234.degrees latitude (g = 980.6199 gals.).
 CG0234
 CG0234.The modeled gravity was interpolated from observed gravity values.
 CG0234
 CG0234;                    North         East    Units  Estimated Accuracy
 CG0234;SPC AZ C     -   109,520.      304,400.      MT  (+/- 180 meters Scaled)
 CG0234
 CG0234                          SUPERSEDED SURVEY CONTROL
 CG0234
 CG0234  NGVD 29 (??/??/92)  815.294  (m)         2674.84   (f) ADJ UNCH    1 2
 CG0234
 CG0234.Superseded values are not recommended for survey control.
 CG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0234.See file dsdata.txt to determine how the superseded data were derived.
 CG0234
 CG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA044386(NAD 83)
 CG0234_MARKER: DD = SURVEY DISK
 CG0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0234_SP_SET: CULVERT
 CG0234_STAMPING: 2672.71 1938 342+00
 CG0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0234
 CG0234  HISTORY     - Date     Condition        Report By
 CG0234  HISTORY     - 1938     MONUMENTED       AZHD
 CG0234  HISTORY     - 1953     GOOD             NGS
 CG0234  HISTORY     - 1980     GOOD             NGS
 CG0234  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0234  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0234
 CG0234                          STATION DESCRIPTION
 CG0234
 CG0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0234'1.8 MI N FROM SAHUARITA.
 CG0234'1.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0234'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 52 1/2 FEET
 CG0234'SOUTHWEST OF MILEPOLE 1001, 12 1/2 FEET SOUTH OF U. S. HIGHWAY 89
 CG0234'MILEPOST 50, AT A 24-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 CG0234'HIGHWAY, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CG0234'HEAD WALL, 66.0 FEET WEST OF THE WEST RAIL, 23.5 FEET EAST OF THE
 CG0234'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 CG0234'HIGHWAY.
 CG0234
 CG0234                          STATION RECOVERY (1980)
 CG0234
 CG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0234'3.0 KILOMETERS (1.9 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0234'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE EAST
 CG0234'HEADWALL OF A 24 INCH METAL PIPE CULVERT FOR THE HIGHWAY,
 CG0234'3.8 METERS (12.5 FEET) SOUTH OF HIGHWAY MILEPOST 50, 7.15
 CG0234'METERS (23.5 FEET) EAST OF THE HIGHWAY CENTERLINE.
 CG0234'THE MARK IS 1 M BELOW THE HIGHWAY..
 CG0234
 CG0234                          STATION RECOVERY (1995)
 CG0234
 CG0234'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0234'MARK NOT FOUND.
 CG0234
 CG0234                          STATION RECOVERY (1999)
 CG0234
 CG0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0235 ***********************************************************************
 CG0235  DESIGNATION -  2675.89
 CG0235  PID         -  CG0235
 CG0235  STATE/COUNTY-  AZ/PIMA
 CG0235  USGS QUAD   -  SAHUARITA (1981)
 CG0235
 CG0235                         *CURRENT SURVEY CONTROL
 CG0235  ___________________________________________________________________
 CG0235* NAD 83(1986)-  31 58 55.     (N)    110 57 12.     (W)     SCALED    
 CG0235* NAVD 88     -       816.872  (meters)    2680.02   (feet)  ADJUSTED  
 CG0235  ___________________________________________________________________
 CG0235  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0235  DYNAMIC HT  -         815.705 (meters)    2676.19  (feet)  COMP
 CG0235  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 CG0235
 CG0235  VERT ORDER  -  FIRST     CLASS II
 CG0235
 CG0235.The horizontal coordinates were scaled from a topographic map and have
 CG0235.an estimated accuracy of +/- 6 seconds.
 CG0235
 CG0235.The orthometric height was determined by differential leveling
 CG0235.and adjusted in June 1991.
 CG0235
 CG0235.The geoid height was determined by GEOID03.
 CG0235
 CG0235.The dynamic height is computed by dividing the NAVD 88
 CG0235.geopotential number by the normal gravity value computed on the
 CG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0235.degrees latitude (g = 980.6199 gals.).
 CG0235
 CG0235.The modeled gravity was interpolated from observed gravity values.
 CG0235
 CG0235;                    North         East    Units  Estimated Accuracy
 CG0235;SPC AZ C     -   109,270.      304,400.      MT  (+/- 180 meters Scaled)
 CG0235
 CG0235                          SUPERSEDED SURVEY CONTROL
 CG0235
 CG0235  NGVD 29 (??/??/92)  816.246  (m)         2677.97   (f) ADJ UNCH    1 2
 CG0235
 CG0235.Superseded values are not recommended for survey control.
 CG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0235.See file dsdata.txt to determine how the superseded data were derived.
 CG0235
 CG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA044384(NAD 83)
 CG0235_MARKER: DD = SURVEY DISK
 CG0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0235_SP_SET: CULVERT
 CG0235_STAMPING: 2675.89 1938 353+16.5
 CG0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0235
 CG0235  HISTORY     - Date     Condition        Report By
 CG0235  HISTORY     - 1938     MONUMENTED       AZHD
 CG0235  HISTORY     - 1953     GOOD             NGS
 CG0235  HISTORY     - 1980     GOOD             NGS
 CG0235  HISTORY     - 19950205 GOOD             USPSQD
 CG0235  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0235  HISTORY     - 20020407 MARK NOT FOUND   USPSQD
 CG0235
 CG0235                          STATION DESCRIPTION
 CG0235
 CG0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0235'1.6 MI N FROM SAHUARITA.
 CG0235'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0235'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 65.4 FEET
 CG0235'WEST OF THE WEST RAIL AT THE NORTH END OF BRIDGE 1001.19, AT A DOUBLE
 CG0235'24-INCH CORRUGATED METAL PIPE CULVERT UNDER U. S. HIGHWAY 89, IN THE
 CG0235'TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 24.3
 CG0235'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 CG0235'THAN THE HIGHWAY.
 CG0235
 CG0235                          STATION RECOVERY (1980)
 CG0235
 CG0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0235'2.7 KILOMETERS (1.7 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0235'POST OFFICE AT SAHUARITA, 0.3 KILOMETER (0.2 MILE) SOUTH OF
 CG0235'HIGHWAY MILEPOST 50, SET IN THE TOP CENTER OF THE EAST HEADWALL
 CG0235'FOR A 24 INCH PIPE CULVERT FOR THE HIGHWAY, 19.8 METERS (65 FEET)
 CG0235'WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 7.5
 CG0235'METERS (24.3 FEET) EAST OF THE HIGHWAY CENTERLINE.
 CG0235'THE MARK IS 0.3 M BELOW THE HIGHWAY..
 CG0235
 CG0235                          STATION RECOVERY (1995)
 CG0235
 CG0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0235'RECOVERED IN GOOD CONDITION.
 CG0235
 CG0235                          STATION RECOVERY (1999)
 CG0235
 CG0235'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0235'MARK NOT FOUND.
 CG0235
 CG0235                          STATION RECOVERY (2002)
 CG0235
 CG0235'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0777 ***********************************************************************
 CZ0777  DESIGNATION -  268+15
 CZ0777  PID         -  CZ0777
 CZ0777  STATE/COUNTY-  AZ/PIMA
 CZ0777  USGS QUAD   -  THREE POINTS (1992)
 CZ0777
 CZ0777                         *CURRENT SURVEY CONTROL
 CZ0777  ___________________________________________________________________
 CZ0777* NAD 83(1986)-  32 04 35.     (N)    111 19 06.     (W)     SCALED    
 CZ0777* NAVD 88     -       771.96   (+/-2cm)    2532.7    (feet)  VERTCON   
 CZ0777  ___________________________________________________________________
 CZ0777  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0777
 CZ0777.The horizontal coordinates were scaled from a topographic map and have
 CZ0777.an estimated accuracy of +/- 6 seconds.
 CZ0777
 CZ0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0777.The vertical order pertains to the NGVD 29 superseded value.
 CZ0777
 CZ0777.The geoid height was determined by GEOID03.
 CZ0777
 CZ0777;                    North         East    Units  Estimated Accuracy
 CZ0777;SPC AZ C     -   119,490.      269,850.      MT  (+/- 180 meters Scaled)
 CZ0777
 CZ0777                          SUPERSEDED SURVEY CONTROL
 CZ0777
 CZ0777  NGVD 29 (??/??/92)  771.277  (m)         2530.43   (f) ADJ UNCH    2 0
 CZ0777
 CZ0777.Superseded values are not recommended for survey control.
 CZ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0777.See file dsdata.txt to determine how the superseded data were derived.
 CZ0777
 CZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA699489(NAD 83)
 CZ0777_MARKER: DD = SURVEY DISK
 CZ0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0777_SP_SET: CULVERT
 CZ0777_STAMPING: 268+15 2531.32
 CZ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0777
 CZ0777  HISTORY     - Date     Condition        Report By
 CZ0777  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0777  HISTORY     - 1951     GOOD             NGS
 CZ0777
 CZ0777                          STATION DESCRIPTION
 CZ0777
 CZ0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0777'22.4 MI SW FROM TUCSON.
 CZ0777'22.4 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0777'HIGHWAY 86, 0.3 MILE WEST OF THE THREE POINTS GRADE SCHOOL AT THREE
 CZ0777'POINTS, AND SET IN THE TOP AND IN THE CENTER OF THE NORTH HEADWALL OF
 CZ0777'A 4 BY 6 FOOT CONCRETE CULVERT, 17 YARDS SOUTH OF A TELEPHONE LINE AND
 CZ0777'A FENCE LINE EAST-WEST, 14 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0777'HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0152 ***********************************************************************
 DB0152  DESIGNATION -  269.10
 DB0152  PID         -  DB0152
 DB0152  STATE/COUNTY-  AZ/YUMA
 DB0152  USGS QUAD   -  WELLTON (1982)
 DB0152
 DB0152                         *CURRENT SURVEY CONTROL
 DB0152  ___________________________________________________________________
 DB0152* NAD 83(1986)-  32 39 48.     (N)    114 08 32.     (W)     SCALED    
 DB0152* NAVD 88     -        82.659  (meters)     271.19   (feet)  ADJUSTED  
 DB0152  ___________________________________________________________________
 DB0152  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0152  DYNAMIC HT  -          82.564 (meters)     270.88  (feet)  COMP
 DB0152  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 DB0152
 DB0152  VERT ORDER  -  FIRST     CLASS II
 DB0152
 DB0152.The horizontal coordinates were scaled from a topographic map and have
 DB0152.an estimated accuracy of +/- 6 seconds.
 DB0152
 DB0152.The orthometric height was determined by differential leveling
 DB0152.and adjusted in June 1991.
 DB0152
 DB0152.The geoid height was determined by GEOID03.
 DB0152
 DB0152.The dynamic height is computed by dividing the NAVD 88
 DB0152.geopotential number by the normal gravity value computed on the
 DB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0152.degrees latitude (g = 980.6199 gals.).
 DB0152
 DB0152.The modeled gravity was interpolated from observed gravity values.
 DB0152
 DB0152;                    North         East    Units  Estimated Accuracy
 DB0152;SPC AZ W     -   184,490.      176,570.      MT  (+/- 180 meters Scaled)
 DB0152
 DB0152                          SUPERSEDED SURVEY CONTROL
 DB0152
 DB0152  NGVD 29 (??/??/??)   82.027  (m)          269.12   (f) ADJUSTED    1 2
 DB0152
 DB0152.Superseded values are not recommended for survey control.
 DB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0152.See file dsdata.txt to determine how the superseded data were derived.
 DB0152
 DB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680175(NAD 83)
 DB0152_MARKER: DD = SURVEY DISK
 DB0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0152_SP_SET: CULVERT
 DB0152_STAMPING: 269.10
 DB0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0152
 DB0152  HISTORY     - Date     Condition        Report By
 DB0152  HISTORY     - UNK      MONUMENTED       BOR
 DB0152  HISTORY     - 1962     GOOD             NGS
 DB0152  HISTORY     - 1981     GOOD             NGS
 DB0152  HISTORY     - 1981     GOOD             NGS
 DB0152  HISTORY     - 20090207 GOOD             GEOCAC
 DB0152
 DB0152                          STATION DESCRIPTION
 DB0152
 DB0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0152'0.6 MI S FROM WELLTON.
 DB0152'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0152'PACIFIC RAILWAY STATION AT WELLTON, THENCE 0.35 MILE SOUTH ALONG
 DB0152'A GRAVELED ROAD, 57 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DB0152'123 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A POWER POLE
 DB0152'BRACED WITH A GUY WIRE, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 DB0152'ROAD, AND SET IN THE CENTER OF THE TOP OF A CONCRETE HEADWALL
 DB0152'AT THE FIRST CONCRETE IRRIGATION HEADGATE SOUTH OF A CURVE IN
 DB0152'THE ROAD.
 DB0152
 DB0152                          STATION RECOVERY (1981)
 DB0152
 DB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0152'0.55 KM (0.35 MI) EAST ALONG U.S HIGHWAY 80 FROM THE POST OFFICE IN
 DB0152'WELLTON, THENCE 1.1 KM (0.7 MI) SOUTH ALONG AVENUE 29E, 0.2 KM
 DB0152'(0.1 MI) NORTH OF THE INTERSTATE HIGHWAY 8 UNDERPASS, SET IN TOP OF
 DB0152'THE CENTER OF THE SOUTH HEADWALL OF CHECKGATE NUMBER W-4.2-0.3 LAT.,
 DB0152'17.4 M (57.0 FT) EAST OF THE CENTERLINE OF THE AVENUE.
 DB0152'THE MARK IS 0.6 M BELOW THE AVENUE.
 DB0152
 DB0152                          STATION RECOVERY (1981)
 DB0152
 DB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0152'0.55 KM (0.35 MI) EAST ALONG U.S HIGHWAY 80 FROM THE POST OFFICE IN
 DB0152'WELLTON, THENCE 1.1 KM (0.7 MI) SOUTH ALONG AVENUE 29E, 0.2 KM
 DB0152'(0.1 MI) NORTH OF THE INTERSTATE HIGHWAY 8 UNDERPASS, SET IN TOP OF
 DB0152'THE CENTER OF THE SOUTH HEADWALL OF CHECKGATE NUMBER W-4.2-0.3 LAT.,
 DB0152'17.4 M (57.0 FT) EAST OF THE CENTERLINE OF THE AVENUE.
 DB0152'THE MARK IS 0.6 M BELOW THE AVENUE.
 DB0152
 DB0152                          STATION RECOVERY (2009)
 DB0152
 DB0152'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0152'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0152' 
 DB0152'OF N 32 39 49.7 W 114 08 31.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0619 ***********************************************************************
 CY0619  DESIGNATION -  2694+03
 CY0619  PID         -  CY0619
 CY0619  STATE/COUNTY-  AZ/COCHISE
 CY0619  USGS QUAD   -  RAILROAD PASS (1979)
 CY0619
 CY0619                         *CURRENT SURVEY CONTROL
 CY0619  ___________________________________________________________________
 CY0619* NAD 83(1986)-  32 21 22.     (N)    109 41 43.     (W)     SCALED    
 CY0619* NAVD 88     -      1301.843  (meters)    4271.13   (feet)  ADJUSTED  
 CY0619  ___________________________________________________________________
 CY0619  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0619  DYNAMIC HT  -        1299.907 (meters)    4264.78  (feet)  COMP
 CY0619  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 CY0619
 CY0619  VERT ORDER  -  FIRST     CLASS II
 CY0619
 CY0619.The horizontal coordinates were scaled from a topographic map and have
 CY0619.an estimated accuracy of +/- 6 seconds.
 CY0619
 CY0619.The orthometric height was determined by differential leveling
 CY0619.and adjusted in June 1991.
 CY0619
 CY0619.The geoid height was determined by GEOID03.
 CY0619
 CY0619.The dynamic height is computed by dividing the NAVD 88
 CY0619.geopotential number by the normal gravity value computed on the
 CY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0619.degrees latitude (g = 980.6199 gals.).
 CY0619
 CY0619.The modeled gravity was interpolated from observed gravity values.
 CY0619
 CY0619;                    North         East    Units  Estimated Accuracy
 CY0619;SPC AZ E     -   150,450.      257,730.      MT  (+/- 180 meters Scaled)
 CY0619
 CY0619                          SUPERSEDED SURVEY CONTROL
 CY0619
 CY0619.No superseded survey control is available for this station.
 CY0619
 CY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA227806(NAD 83)
 CY0619_MARKER: DB = BENCH MARK DISK
 CY0619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0619_SP_SET: CULVERT
 CY0619_STAMPING: ELEV. 4268.40 EB. STA. 2694+03
 CY0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0619+STABILITY: SURFACE MOTION
 CY0619
 CY0619  HISTORY     - Date     Condition        Report By
 CY0619  HISTORY     - UNK      MONUMENTED       AZHD
 CY0619  HISTORY     - 1979     GOOD             NGS
 CY0619
 CY0619                          STATION DESCRIPTION
 CY0619
 CY0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0619'18.0 KM NE FROM WILLCOX.
 CY0619'18.05 KILOMETERS (11.15 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0619'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET IN THE TOP CENTER OF A
 CY0619'TRIPLE BOX CULVERT, 19.9 METERS (65 FEET) SOUTH OF THE CENTERLINE OF
 CY0619'THE EASTBOUND LANES AND 5.9 METERS (19.3 FEET) EAST OF THE WEST END
 CY0619'OF THE HEADWALL.
 CY0619'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0307 ***********************************************************************
 FS0307  DESIGNATION -  2694+83
 FS0307  PID         -  FS0307
 FS0307  STATE/COUNTY-  AZ/MOHAVE
 FS0307  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0307
 FS0307                         *CURRENT SURVEY CONTROL
 FS0307  ___________________________________________________________________
 FS0307* NAD 83(1986)-  35 36 33.     (N)    114 24 35.     (W)     SCALED    
 FS0307* NAVD 88     -       821.850  (meters)    2696.35   (feet)  POSTED    
 FS0307  ___________________________________________________________________
 FS0307  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0307  DYNAMIC HT  -         820.930 (meters)    2693.33  (feet)  COMP
 FS0307  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 FS0307
 FS0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0307
 FS0307.The horizontal coordinates were scaled from a topographic map and have
 FS0307.an estimated accuracy of +/- 6 seconds.
 FS0307
 FS0307.The orthometric height was determined by differential leveling
 FS0307.and adjusted by the  in 1992.
 FS0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0307.rate of 1.1 thru 2.0 mm/km.
 FS0307
 FS0307.The geoid height was determined by GEOID03.
 FS0307
 FS0307.The dynamic height is computed by dividing the NAVD 88
 FS0307.geopotential number by the normal gravity value computed on the
 FS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0307.degrees latitude (g = 980.6199 gals.).
 FS0307
 FS0307.The modeled gravity was interpolated from observed gravity values.
 FS0307
 FS0307;                    North         East    Units  Estimated Accuracy
 FS0307;SPC AZ W     -   511,370.      153,590.      MT  (+/- 180 meters Scaled)
 FS0307
 FS0307                          SUPERSEDED SURVEY CONTROL
 FS0307
 FS0307  NGVD 29 (??/??/92)  821.715  (m)         2695.91   (f) ADJ UNCH    1 1
 FS0307
 FS0307.Superseded values are not recommended for survey control.
 FS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0307.See file dsdata.txt to determine how the superseded data were derived.
 FS0307
 FS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV346436(NAD 83)
 FS0307_MARKER: DD = SURVEY DISK
 FS0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0307_SP_SET: BRIDGE
 FS0307_STAMPING: 2694+83
 FS0307_MARK LOGO: AZHD  
 FS0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0307
 FS0307  HISTORY     - Date     Condition        Report By
 FS0307  HISTORY     - UNK      MONUMENTED       AZHD
 FS0307  HISTORY     - 1950     GOOD             NGS
 FS0307  HISTORY     - 1982     GOOD             NGS
 FS0307  HISTORY     - 19870304 MARK NOT FOUND   USPSQD
 FS0307
 FS0307                          STATION DESCRIPTION
 FS0307
 FS0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0307'17.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0307'17.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0307'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A CONCRETE BRIDGE
 FS0307'OVER DETRITAL WASH, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0307'SOUTHWEST GUARD RAIL, 14.1 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0307'THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 FS0307
 FS0307                          STATION RECOVERY (1982)
 FS0307
 FS0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0307'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0307
 FS0307                          STATION RECOVERY (1987)
 FS0307
 FS0307'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1607 ***********************************************************************
 DV1607  DESIGNATION -  27 A
 DV1607  PID         -  DV1607
 DV1607  STATE/COUNTY-  AZ/LA PAZ
 DV1607  USGS QUAD   -  HOPE SE (1990)
 DV1607
 DV1607                         *CURRENT SURVEY CONTROL
 DV1607  ___________________________________________________________________
 DV1607* NAD 83(1986)-  33 35 54.     (N)    113 32 59.     (W)     SCALED    
 DV1607* NAVD 88     -       423.99   (+/-2cm)    1391.0    (feet)  VERTCON   
 DV1607  ___________________________________________________________________
 DV1607  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1607
 DV1607.The horizontal coordinates were scaled from a topographic map and have
 DV1607.an estimated accuracy of +/- 6 seconds.
 DV1607
 DV1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1607.The vertical order pertains to the NGVD 29 superseded value.
 DV1607
 DV1607.The geoid height was determined by GEOID03.
 DV1607
 DV1607;                    North         East    Units  Estimated Accuracy
 DV1607;SPC AZ W     -   288,130.      231,950.      MT  (+/- 180 meters Scaled)
 DV1607
 DV1607                          SUPERSEDED SURVEY CONTROL
 DV1607
 DV1607  NGVD 29 (??/??/92)  423.306  (m)         1388.80   (f) ADJ UNCH    2 0
 DV1607
 DV1607.Superseded values are not recommended for survey control.
 DV1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1607.See file dsdata.txt to determine how the superseded data were derived.
 DV1607
 DV1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC634205(NAD 83)
 DV1607_MARKER: DD = SURVEY DISK
 DV1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1607_STAMPING: 27 A 1962
 DV1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1607+STABILITY: SURFACE MOTION
 DV1607
 DV1607  HISTORY     - Date     Condition        Report By
 DV1607  HISTORY     - 1962     MONUMENTED       AZHD
 DV1607  HISTORY     - 19870204 GOOD             USGS
 DV1607
 DV1607                          STATION DESCRIPTION
 DV1607
 DV1607'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1607'18.3 MI SE FROM SALOME.
 DV1607'0.5 MILE EAST-SOUTHEAST OF X 396 27, AN ARIZONA HIGHWAY DEPARTMENT
 DV1607'DISK STAMPED 27 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1607'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1607'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1607
 DV1607                          STATION RECOVERY (1987)
 DV1607
 DV1607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0817 ***********************************************************************
 FQ0817  DESIGNATION -  27 BKC
 FQ0817  PID         -  FQ0817
 FQ0817  STATE/COUNTY-  AZ/COCONINO
 FQ0817  USGS QUAD   -  WUPATKI SE (1969)
 FQ0817
 FQ0817                         *CURRENT SURVEY CONTROL
 FQ0817  ___________________________________________________________________
 FQ0817* NAD 83(1986)-  35 31 50.     (N)    111 22 10.     (W)     SCALED    
 FQ0817* NAVD 88     -      1473.660  (meters)    4834.83   (feet)  POSTED    
 FQ0817  ___________________________________________________________________
 FQ0817  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0817  DYNAMIC HT  -        1471.780 (meters)    4828.66  (feet)  COMP
 FQ0817  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 FQ0817
 FQ0817  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0817
 FQ0817.The horizontal coordinates were scaled from a topographic map and have
 FQ0817.an estimated accuracy of +/- 6 seconds.
 FQ0817
 FQ0817.The orthometric height was determined by differential leveling
 FQ0817.and adjusted by the  in 1992.
 FQ0817.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0817.rate of 0.0 thru 1.0 mm/km.
 FQ0817
 FQ0817.The geoid height was determined by GEOID03.
 FQ0817
 FQ0817.The dynamic height is computed by dividing the NAVD 88
 FQ0817.geopotential number by the normal gravity value computed on the
 FQ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0817.degrees latitude (g = 980.6199 gals.).
 FQ0817
 FQ0817.The modeled gravity was interpolated from observed gravity values.
 FQ0817
 FQ0817;                    North         East    Units  Estimated Accuracy
 FQ0817;SPC AZ C     -   502,570.      262,990.      MT  (+/- 180 meters Scaled)
 FQ0817
 FQ0817                          SUPERSEDED SURVEY CONTROL
 FQ0817
 FQ0817.No superseded survey control is available for this station.
 FQ0817
 FQ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE665319(NAD 83)
 FQ0817_MARKER: DB = BENCH MARK DISK
 FQ0817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0817_SP_SET: COPPER-CLAD STEEL ROD
 FQ0817_STAMPING: 27 BKC 1968 4832
 FQ0817_MARK LOGO: USGS  
 FQ0817_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0817+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0817
 FQ0817  HISTORY     - Date     Condition        Report By
 FQ0817  HISTORY     - 1968     MONUMENTED       USGS
 FQ0817
 FQ0817                          STATION DESCRIPTION
 FQ0817
 FQ0817'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0817'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0817'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0817'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 1.1
 FQ0817'MILES NORTHWEST ALONG THE PARK SERVICE ROAD TO A POINT ON THE RIM OF
 FQ0817'THE CANYON, 271 FEET SOUTH OF THE ROAD, 1 FOOT NORTH OF A WITNESS
 FQ0817'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0817'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0789 ***********************************************************************
 FQ0789  DESIGNATION -  27 HLS
 FQ0789  PID         -  FQ0789
 FQ0789  STATE/COUNTY-  AZ/NAVAJO
 FQ0789  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0789
 FQ0789                         *CURRENT SURVEY CONTROL
 FQ0789  ___________________________________________________________________
 FQ0789* NAD 83(1986)-  35 09 41.     (N)    110 06 55.     (W)     SCALED    
 FQ0789* NAVD 88     -      1664.110  (meters)    5459.67   (feet)  ADJUSTED  
 FQ0789  ___________________________________________________________________
 FQ0789  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0789  DYNAMIC HT  -        1661.876 (meters)    5452.34  (feet)  COMP
 FQ0789  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 FQ0789
 FQ0789  VERT ORDER  -  THIRD
 FQ0789
 FQ0789.The horizontal coordinates were scaled from a topographic map and have
 FQ0789.an estimated accuracy of +/- 6 seconds.
 FQ0789
 FQ0789.The orthometric height was determined by differential leveling
 FQ0789.and adjusted in June 1991.
 FQ0789
 FQ0789.The geoid height was determined by GEOID03.
 FQ0789
 FQ0789.The dynamic height is computed by dividing the NAVD 88
 FQ0789.geopotential number by the normal gravity value computed on the
 FQ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0789.degrees latitude (g = 980.6199 gals.).
 FQ0789
 FQ0789.The modeled gravity was interpolated from observed gravity values.
 FQ0789
 FQ0789;                    North         East    Units  Estimated Accuracy
 FQ0789;SPC AZ E     -   461,480.      218,040.      MT  (+/- 180 meters Scaled)
 FQ0789
 FQ0789                          SUPERSEDED SURVEY CONTROL
 FQ0789
 FQ0789.No superseded survey control is available for this station.
 FQ0789
 FQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD805912(NAD 83)
 FQ0789_MARKER: DB = BENCH MARK DISK
 FQ0789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0789_SP_SET: COPPER-CLAD STEEL ROD
 FQ0789_STAMPING: 27 HLS 1970 5457
 FQ0789_MARK LOGO: USGS  
 FQ0789_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0789+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0789
 FQ0789  HISTORY     - Date     Condition        Report By
 FQ0789  HISTORY     - 1970     MONUMENTED       USGS
 FQ0789
 FQ0789                          STATION DESCRIPTION
 FQ0789
 FQ0789'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0789'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0789'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0789'HIGHWAY 77, THENCE 2.0 MILES WEST ALONG A ROAD, 41 FEET NORTH OF THE
 FQ0789'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST.  A
 FQ0789'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0477 ***********************************************************************
 FS0477  DESIGNATION -  27 L
 FS0477  PID         -  FS0477
 FS0477  STATE/COUNTY-  AZ/MOHAVE
 FS0477  USGS QUAD   -  MT TIPTON NW (1980)
 FS0477
 FS0477                         *CURRENT SURVEY CONTROL
 FS0477  ___________________________________________________________________
 FS0477* NAD 83(1986)-  35 39 35.     (N)    114 12 40.     (W)     SCALED    
 FS0477* NAVD 88     -      1051.783  (meters)    3450.72   (feet)  POSTED    
 FS0477  ___________________________________________________________________
 FS0477  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FS0477  DYNAMIC HT  -        1050.580 (meters)    3446.78  (feet)  COMP
 FS0477  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 FS0477
 FS0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0477
 FS0477.The horizontal coordinates were scaled from a topographic map and have
 FS0477.an estimated accuracy of +/- 6 seconds.
 FS0477
 FS0477.The orthometric height was determined by differential leveling
 FS0477.and adjusted by the  in 1992.
 FS0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0477.rate of 0.0 thru 1.0 mm/km.
 FS0477
 FS0477.The geoid height was determined by GEOID03.
 FS0477
 FS0477.The dynamic height is computed by dividing the NAVD 88
 FS0477.geopotential number by the normal gravity value computed on the
 FS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0477.degrees latitude (g = 980.6199 gals.).
 FS0477
 FS0477.The modeled gravity was interpolated from observed gravity values.
 FS0477
 FS0477;                    North         East    Units  Estimated Accuracy
 FS0477;SPC AZ W     -   516,880.      171,610.      MT  (+/- 180 meters Scaled)
 FS0477
 FS0477                          SUPERSEDED SURVEY CONTROL
 FS0477
 FS0477  NGVD 29 (??/??/92) 1051.000  (m)         3448.16   (f) ADJ UNCH    1 1
 FS0477
 FS0477.Superseded values are not recommended for survey control.
 FS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0477.See file dsdata.txt to determine how the superseded data were derived.
 FS0477
 FS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV524497(NAD 83)
 FS0477_MARKER: DD = SURVEY DISK
 FS0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0477_STAMPING: 27 L 1938
 FS0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0477+STABILITY: SURFACE MOTION
 FS0477
 FS0477  HISTORY     - Date     Condition        Report By
 FS0477  HISTORY     - 1938     MONUMENTED       USGS
 FS0477  HISTORY     - 1950     GOOD             NGS
 FS0477
 FS0477                          STATION DESCRIPTION
 FS0477
 FS0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0477'23.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0477'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 92 FROM THE JUNCTION OF
 FS0477'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 12.5 MILES
 FS0477'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, ON THE
 FS0477'INSIDE OF A SHARP CURVE, 110 FEET SOUTH OF A POINT WHERE THE ROAD
 FS0477'CROSSES A WASH, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FS0477'ROAD, 37 FEET SOUTHWEST OF THE BANK OF THE WASH, ABOUT 3 FEET
 FS0477'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0477'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0663 ***********************************************************************
 DA0663  DESIGNATION -  270+22
 DA0663  PID         -  DA0663
 DA0663  STATE/COUNTY-  AZ/MARICOPA
 DA0663  USGS QUAD   -  GILA BEND (1973)
 DA0663
 DA0663                         *CURRENT SURVEY CONTROL
 DA0663  ___________________________________________________________________
 DA0663* NAD 83(1986)-  32 54 57.     (N)    112 37 40.     (W)     SCALED    
 DA0663* NAVD 88     -       293.41   (+/-2cm)     962.6    (feet)  VERTCON   
 DA0663  ___________________________________________________________________
 DA0663  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0663
 DA0663.The horizontal coordinates were scaled from a topographic map and have
 DA0663.an estimated accuracy of +/- 6 seconds.
 DA0663
 DA0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0663.The vertical order pertains to the NGVD 29 superseded value.
 DA0663
 DA0663.The geoid height was determined by GEOID03.
 DA0663
 DA0663;                    North         East    Units  Estimated Accuracy
 DA0663;SPC AZ C     -   212,640.      146,850.      MT  (+/- 180 meters Scaled)
 DA0663
 DA0663                          SUPERSEDED SURVEY CONTROL
 DA0663
 DA0663  NGVD 29 (??/??/92)  292.790  (m)          960.60   (f) ADJ UNCH    2 0
 DA0663
 DA0663.Superseded values are not recommended for survey control.
 DA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0663.See file dsdata.txt to determine how the superseded data were derived.
 DA0663
 DA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB477431(NAD 83)
 DA0663_MARKER: DD = SURVEY DISK
 DA0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0663_SP_SET: BRIDGE
 DA0663_STAMPING: 960.65 270 + 22 195
 DA0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0663
 DA0663  HISTORY     - Date     Condition        Report By
 DA0663  HISTORY     - UNK      MONUMENTED       AZHD
 DA0663  HISTORY     - 1960     GOOD             NGS
 DA0663
 DA0663                          STATION DESCRIPTION
 DA0663
 DA0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0663'5.0 MI SE FROM GILA BEND.
 DA0663'5.0 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0663'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 25 FEET SOUTH OF THE CENTERLINE
 DA0663'OF THE WEST BOUND TRAFFIC LANE, SET IN THE CENTER OF THE NORTH
 DA0663'CONCRETE GUARD RAIL OF A HIGHWAY BRIDGE AND ABOUT 1 FOOT ABOVE THE
 DA0663'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0153 ***********************************************************************
 DB0153  DESIGNATION -  270.662
 DB0153  PID         -  DB0153
 DB0153  STATE/COUNTY-  AZ/YUMA
 DB0153  USGS QUAD   -  WELLTON (1982)
 DB0153
 DB0153                         *CURRENT SURVEY CONTROL
 DB0153  ___________________________________________________________________
 DB0153* NAD 83(1986)-  32 39 30.     (N)    114 08 31.     (W)     SCALED    
 DB0153* NAVD 88     -        83.14   (+/-2cm)     272.8    (feet)  VERTCON   
 DB0153  ___________________________________________________________________
 DB0153  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0153
 DB0153.The horizontal coordinates were scaled from a topographic map and have
 DB0153.an estimated accuracy of +/- 6 seconds.
 DB0153
 DB0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0153.The vertical order pertains to the NGVD 29 superseded value.
 DB0153
 DB0153.The geoid height was determined by GEOID03.
 DB0153
 DB0153;                    North         East    Units  Estimated Accuracy
 DB0153;SPC AZ W     -   183,940.      176,590.      MT  (+/- 180 meters Scaled)
 DB0153
 DB0153                          SUPERSEDED SURVEY CONTROL
 DB0153
 DB0153  NGVD 29 (??/??/??)   82.504  (m)          270.68   (f) ADJUSTED    2 0
 DB0153
 DB0153.Superseded values are not recommended for survey control.
 DB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0153.See file dsdata.txt to determine how the superseded data were derived.
 DB0153
 DB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680170(NAD 83)
 DB0153_MARKER: DD = SURVEY DISK
 DB0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0153_SP_SET: BRIDGE
 DB0153_STAMPING: 270.662
 DB0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0153+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0153
 DB0153  HISTORY     - Date     Condition        Report By
 DB0153  HISTORY     - UNK      MONUMENTED       BOR
 DB0153  HISTORY     - 1962     GOOD             NGS
 DB0153  HISTORY     - 20090207 GOOD             GEOCAC
 DB0153
 DB0153                          STATION DESCRIPTION
 DB0153
 DB0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0153'0.9 MI S FROM WELLTON.
 DB0153'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0153'PACIFIC RAILROAD STATION AT WELLTON, THENCE 0.7 MILE SOUTH ALONG
 DB0153'A GRAVELED ROAD, IN THE TOP OF THE WEST SIDE OF A CONCRETE FLOOD
 DB0153'GATE IN A LARGE NORTHEAST-SOUTHWEST CONCRETE IRRIGATION CANAL,
 DB0153'35 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 23 FEET
 DB0153'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD ON THE NORTHWEST
 DB0153'SIDE OF THE CANAL, 24 FEET EAST OF THE NORTHEAST CORNER OF A
 DB0153'SMALL WOODEN BRIDGE, ABOUT 1 FOOT ABOVE A METAL RUNG OF A LADDER
 DB0153'IN SIDE OF A FLOOD BOX, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 DB0153'ROAD.
 DB0153
 DB0153                          STATION RECOVERY (2009)
 DB0153
 DB0153'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0153'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0153' 
 DB0153'OF N 32 39 32.2  W 114 08 31.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0379 ***********************************************************************
 DT0379  DESIGNATION -  2701
 DT0379  PID         -  DT0379
 DT0379  STATE/COUNTY-  AZ/GRAHAM
 DT0379  USGS QUAD   -  FORT THOMAS (1989)
 DT0379
 DT0379                         *CURRENT SURVEY CONTROL
 DT0379  ___________________________________________________________________
 DT0379* NAD 83(1986)-  33 02 16.     (N)    109 57 59.     (W)     SCALED    
 DT0379* NAVD 88     -       823.611  (meters)    2702.13   (feet)  ADJUSTED  
 DT0379  ___________________________________________________________________
 DT0379  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DT0379  DYNAMIC HT  -         822.485 (meters)    2698.44  (feet)  COMP
 DT0379  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 DT0379
 DT0379  VERT ORDER  -  FIRST     CLASS II
 DT0379
 DT0379.The horizontal coordinates were scaled from a topographic map and have
 DT0379.an estimated accuracy of +/- 6 seconds.
 DT0379
 DT0379.The orthometric height was determined by differential leveling
 DT0379.and adjusted in June 1991.
 DT0379
 DT0379.The geoid height was determined by GEOID03.
 DT0379
 DT0379.The dynamic height is computed by dividing the NAVD 88
 DT0379.geopotential number by the normal gravity value computed on the
 DT0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0379.degrees latitude (g = 980.6199 gals.).
 DT0379
 DT0379.The modeled gravity was interpolated from observed gravity values.
 DT0379
 DT0379;                    North         East    Units  Estimated Accuracy
 DT0379;SPC AZ E     -   225,960.      232,070.      MT  (+/- 180 meters Scaled)
 DT0379
 DT0379                          SUPERSEDED SURVEY CONTROL
 DT0379
 DT0379  NGVD 29 (??/??/92)  823.039  (m)         2700.25   (f) ADJ UNCH    1 2
 DT0379
 DT0379.Superseded values are not recommended for survey control.
 DT0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0379.See file dsdata.txt to determine how the superseded data were derived.
 DT0379
 DT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB965559(NAD 83)
 DT0379_MARKER: P = PIPE CAP
 DT0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0379
 DT0379  HISTORY     - Date     Condition        Report By
 DT0379  HISTORY     - UNK      MONUMENTED       USGS
 DT0379  HISTORY     - 1933     GOOD             NGS
 DT0379  HISTORY     - 20081009 GOOD             GEOCAC
 DT0379
 DT0379                          STATION DESCRIPTION
 DT0379
 DT0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DT0379'IN FT THOMAS.
 DT0379'360 FT. NORTHWEST OF DEPOT, 178 FT. NORTH OF SOUTHERN PACIFIC RAILROAD
 DT0379'CENTER LINE, 48 FT. NORTH OF PAVED HIGHWAY CENTER LINE AT HIGHWAY
 DT0379'STATION 3199 + 25.
 DT0379
 DT0379                          STATION RECOVERY (2008)
 DT0379
 DT0379'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0379'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0379'02.283' W109  58.053'. ON THE SOUTH SIDE OF THE WALL, ABOUT THIRTY
 DT0379'FEET EAST OF THE END OF THE WALL, AT THE WEST CORNER OF THE LIONS CLUB
 DT0379'INTERNATIONAL MELVIN JONES MEMORIAL PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1748 ***********************************************************************
 DU1748  DESIGNATION -  271+99.45
 DU1748  PID         -  DU1748
 DU1748  STATE/COUNTY-  AZ/MARICOPA
 DU1748  USGS QUAD   -  CURRYS CORNER (1982)
 DU1748
 DU1748                         *CURRENT SURVEY CONTROL
 DU1748  ___________________________________________________________________
 DU1748* NAD 83(1986)-  33 39 30.     (N)    111 59 04.     (W)     SCALED    
 DU1748* NAVD 88     -       464.824  (meters)    1525.01   (feet)  ADJUSTED  
 DU1748  ___________________________________________________________________
 DU1748  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1748  DYNAMIC HT  -         464.273 (meters)    1523.20  (feet)  COMP
 DU1748  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 DU1748
 DU1748  VERT ORDER  -  SECOND    CLASS I
 DU1748
 DU1748.The horizontal coordinates were scaled from a topographic map and have
 DU1748.an estimated accuracy of +/- 6 seconds.
 DU1748
 DU1748.The orthometric height was determined by differential leveling
 DU1748.and adjusted in November 1993.
 DU1748
 DU1748.The geoid height was determined by GEOID03.
 DU1748
 DU1748.The dynamic height is computed by dividing the NAVD 88
 DU1748.geopotential number by the normal gravity value computed on the
 DU1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1748.degrees latitude (g = 980.6199 gals.).
 DU1748
 DU1748.The modeled gravity was interpolated from observed gravity values.
 DU1748
 DU1748;                    North         East    Units  Estimated Accuracy
 DU1748;SPC AZ C     -   294,760.      207,070.      MT  (+/- 180 meters Scaled)
 DU1748
 DU1748                          SUPERSEDED SURVEY CONTROL
 DU1748
 DU1748.No superseded survey control is available for this station.
 DU1748
 DU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC087247(NAD 83)
 DU1748_MARKER: DD = SURVEY DISK
 DU1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1748_SP_SET: CONCRETE POST
 DU1748_STAMPING: 271+99.45
 DU1748_MARK LOGO: BOR   
 DU1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1748+STABILITY: SURFACE MOTION
 DU1748
 DU1748  HISTORY     - Date     Condition        Report By
 DU1748  HISTORY     - UNK      MONUMENTED       BOR
 DU1748  HISTORY     - 1984     GOOD             AZDT
 DU1748  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1748
 DU1748                          STATION DESCRIPTION
 DU1748
 DU1748'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1748'IN PHOENIX.
 DU1748'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1748'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1748'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1748'FENCE OF THE CANAL FOR 5.13 KM (3.19 MI) TO THE MARK, 38.1 METERS
 DU1748'(125.0 FT) SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1748'CONCRETE POST.
 DU1748
 DU1748                          STATION RECOVERY (2004)
 DU1748
 DU1748'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0496 ***********************************************************************
 CZ0496  DESIGNATION -  272+10
 CZ0496  PID         -  CZ0496
 CZ0496  STATE/COUNTY-  AZ/PIMA
 CZ0496  USGS QUAD   -  MARANA (1992)
 CZ0496
 CZ0496                         *CURRENT SURVEY CONTROL
 CZ0496  ___________________________________________________________________
 CZ0496* NAD 83(2007)-  32 27 01.00733(N)    111 11 55.74086(W)     NO CHECK  
 CZ0496* NAVD 88     -       610.973  (meters)    2004.50   (feet)  ADJUSTED  
 CZ0496  ___________________________________________________________________
 CZ0496  EPOCH DATE  -        2007.00
 CZ0496  X           -  -1,948,301.598 (meters)                     COMP
 CZ0496  Y           -  -5,023,329.045 (meters)                     COMP
 CZ0496  Z           -   3,402,983.677 (meters)                     COMP
 CZ0496  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 CZ0496  ELLIP HEIGHT-         581.518 (meters)          (02/10/07) NO CHECK
 CZ0496  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0496  DYNAMIC HT  -         610.167 (meters)    2001.86  (feet)  COMP
 CZ0496
 CZ0496  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0496  Type    PID    Designation                      North   East  Ellip
 CZ0496  -------------------------------------------------------------------
 CZ0496  NETWORK CZ0496 272+10                            2.69   5.17   7.68
 CZ0496  -------------------------------------------------------------------
 CZ0496  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 CZ0496
 CZ0496  VERT ORDER  -  FIRST     CLASS II
 CZ0496
 CZ0496.The horizontal coordinates were established by GPS observations
 CZ0496.and adjusted by the National Geodetic Survey in February 2007.
 CZ0496
 CZ0496.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0496.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0496.No horizontal observational check was made to the station.
 CZ0496.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0496.The epoch date for horizontal control is a decimal equivalence
 CZ0496.of Year/Month/Day.
 CZ0496
 CZ0496.The orthometric height was determined by differential leveling
 CZ0496.and adjusted in June 1991.
 CZ0496
 CZ0496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0496
 CZ0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0496
 CZ0496.The ellipsoidal height was determined by GPS observations
 CZ0496.and is referenced to NAD 83.
 CZ0496
 CZ0496.The geoid height was determined by GEOID03.
 CZ0496
 CZ0496.The dynamic height is computed by dividing the NAVD 88
 CZ0496.geopotential number by the normal gravity value computed on the
 CZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0496.degrees latitude (g = 980.6199 gals.).
 CZ0496
 CZ0496.The modeled gravity was interpolated from observed gravity values.
 CZ0496
 CZ0496;                    North         East     Units Scale Factor Converg.
 CZ0496;SPC AZ C     -   161,020.768   280,852.292   MT  0.99995615   +0 23 06.7
 CZ0496;SPC AZ C     -   528,283.36    921,431.40   iFT  0.99995615   +0 23 06.7
 CZ0496;UTM  12      - 3,590,364.988   481,313.020   MT  0.99960431   -0 06 24.0
 CZ0496
 CZ0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0496!SPC AZ C     -   0.99990870  x   0.99995615  =   0.99986486
 CZ0496!UTM  12      -   0.99990870  x   0.99960431  =   0.99951305
 CZ0496
 CZ0496                          SUPERSEDED SURVEY CONTROL
 CZ0496
 CZ0496  NAD 83(1992)-  32 27 01.00652(N)    111 11 55.73978(W) AD(2002.00) 1
 CZ0496  ELLIP H (10/18/04)  581.552  (m)                       GP(       ) 4 1
 CZ0496  NAVD 88 (10/18/04)  610.97   (m)         2004.5    (f) LEVELING    3  
 CZ0496  NGVD 29 (??/??/92)  610.404  (m)         2002.63   (f) ADJ UNCH    1 2
 CZ0496
 CZ0496.Superseded values are not recommended for survey control.
 CZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0496.See file dsdata.txt to determine how the superseded data were derived.
 CZ0496
 CZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8131390365(NAD 83)
 CZ0496_MARKER: DD = SURVEY DISK
 CZ0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0496_SP_SET: HEADWALL
 CZ0496_STAMPING: 2002.88 272+10 1931
 CZ0496_MARK LOGO: AZHD  
 CZ0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0496+STABILITY: SURFACE MOTION
 CZ0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0496+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0496
 CZ0496  HISTORY     - Date     Condition        Report By
 CZ0496  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0496  HISTORY     - 1951     GOOD             NGS
 CZ0496  HISTORY     - 1960     GOOD             NGS
 CZ0496  HISTORY     - 1980     GOOD             NGS
 CZ0496  HISTORY     - 19960204 GOOD             USPSQD
 CZ0496  HISTORY     - 20040301 GOOD             MSAM
 CZ0496  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0496
 CZ0496                          STATION DESCRIPTION
 CZ0496
 CZ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0496'0.8 MI SE FROM MARANA.
 CZ0496'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0496'RAILROAD FROM THE POST OFFICE AT MARANA, AT A CONCRETE HIGHWAY BRIDGE,
 CZ0496'AT A RAILROAD MILEAGE NUMBER 962.97, IN THE TOP OF THE CENTER OF THE
 CZ0496'NORTHEAST CONCRETE CURBING OF THE BRIDGE, 16 FEET NORTHEAST OF THE
 CZ0496'CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF AND ABOUT 1 FOOT
 CZ0496'HIGHER THAN THE HIGHWAY.
 CZ0496
 CZ0496                          STATION RECOVERY (1960)
 CZ0496
 CZ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0496'RECOVERED IN GOOD CONDITION.
 CZ0496
 CZ0496                          STATION RECOVERY (1980)
 CZ0496
 CZ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0496'33.8 KILOMETERS (21.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0496'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 962+97
 CZ0496'AT A 9-CHANNEL FRONTAGE ROAD (OLD U. S. HIGHWAY 84) CONCRETE BRIDGE,
 CZ0496'IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL, 34.5 METERS (113
 CZ0496'FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 15.2 METERS (50 FEET) NORTHWEST
 CZ0496'OF THE SOUTHEAST END OF THE HEADWALL AND 5.0 METERS (16.4 FEET)
 CZ0496'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0496'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0496
 CZ0496                          STATION RECOVERY (1996)
 CZ0496
 CZ0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0496'RECOVERED IN GOOD CONDITION.
 CZ0496
 CZ0496                          STATION RECOVERY (2004)
 CZ0496
 CZ0496'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ0496'RECOVERY NOTE MSAM 2004 (DJK)
 CZ0496' 
 CZ0496'RECOVERED AS DESCRIBED
 CZ0496
 CZ0496                          STATION RECOVERY (2006)
 CZ0496
 CZ0496'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0061 ***********************************************************************
 DA0061  DESIGNATION -  2721.1
 DA0061  PID         -  DA0061
 DA0061  STATE/COUNTY-  AZ/MARICOPA
 DA0061  USGS QUAD   -  KAKA NW (1986)
 DA0061
 DA0061                         *CURRENT SURVEY CONTROL
 DA0061  ___________________________________________________________________
 DA0061* NAD 83(1986)-  32 44 18.     (N)    112 22 35.     (W)     SCALED    
 DA0061* NAVD 88     -       830.00   (+/-2cm)    2723.1    (feet)  VERTCON   
 DA0061  ___________________________________________________________________
 DA0061  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0061
 DA0061.The horizontal coordinates were scaled from a topographic map and have
 DA0061.an estimated accuracy of +/- 6 seconds.
 DA0061
 DA0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0061.The vertical order pertains to the NGVD 29 superseded value.
 DA0061
 DA0061.The geoid height was determined by GEOID03.
 DA0061
 DA0061;                    North         East    Units  Estimated Accuracy
 DA0061;SPC AZ C     -   192,830.      170,280.      MT  (+/- 180 meters Scaled)
 DA0061
 DA0061                          SUPERSEDED SURVEY CONTROL
 DA0061
 DA0061  NGVD 29 (??/??/92)  829.278  (m)         2720.72   (f) ADJ UNCH    2 0
 DA0061
 DA0061.Superseded values are not recommended for survey control.
 DA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0061.See file dsdata.txt to determine how the superseded data were derived.
 DA0061
 DA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB710231(NAD 83)
 DA0061_MARKER: Q = CHISELED SQUARE
 DA0061_SETTING: 66 = SET IN ROCK OUTCROP
 DA0061_SP_SET: ROCK FORMATION
 DA0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0061+STABILITY: POSITION/ELEVATION WELL
 DA0061
 DA0061  HISTORY     - Date     Condition        Report By
 DA0061  HISTORY     - UNK      MONUMENTED       USGS
 DA0061  HISTORY     - 1952     GOOD             NGS
 DA0061
 DA0061                          STATION DESCRIPTION
 DA0061
 DA0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0061'2.4 MI NW FROM STOUTS WELL.
 DA0061'2.4 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0061'AT A POINT WHERE THE ROAD DROPS INTO A WASH, A CHISELED SQUARE IN THE
 DA0061'TOP OF A LONG ROCK FORMATION AT THE CENTER OF THE WASH, PROJECTING 1
 DA0061'1/2 FEET, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 DA0061'1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0376 ***********************************************************************
 DT0376  DESIGNATION -  2723.52
 DT0376  PID         -  DT0376
 DT0376  STATE/COUNTY-  AZ/GRAHAM
 DT0376  USGS QUAD   -  FORT THOMAS (1989)
 DT0376
 DT0376                         *CURRENT SURVEY CONTROL
 DT0376  ___________________________________________________________________
 DT0376* NAD 83(1986)-  33 00 06.     (N)    109 56 37.     (W)     SCALED    
 DT0376* NAVD 88     -       830.58   (+/-2cm)    2725.0    (feet)  VERTCON   
 DT0376  ___________________________________________________________________
 DT0376  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DT0376  VERT ORDER  -  ? (See Below)
 DT0376
 DT0376.The horizontal coordinates were scaled from a topographic map and have
 DT0376.an estimated accuracy of +/- 6 seconds.
 DT0376
 DT0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0376.The vertical order pertains to the NGVD 29 superseded value.
 DT0376
 DT0376.The geoid height was determined by GEOID03.
 DT0376
 DT0376;                    North         East    Units  Estimated Accuracy
 DT0376;SPC AZ E     -   221,960.      234,200.      MT  (+/- 180 meters Scaled)
 DT0376
 DT0376                          SUPERSEDED SURVEY CONTROL
 DT0376
 DT0376  NGVD 29 (??/??/92)  830.006  (m)         2723.11   (f) ADJ UNCH    ?  
 DT0376
 DT0376.Superseded values are not recommended for survey control.
 DT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0376.See file dsdata.txt to determine how the superseded data were derived.
 DT0376
 DT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB986519(NAD 83)
 DT0376_MARKER: DZ = AZIMUTH MARK DISK
 DT0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0376_SP_SET: CULVERT
 DT0376_STAMPING: 2723,52 3355+6631
 DT0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0376
 DT0376  HISTORY     - Date     Condition        Report By
 DT0376  HISTORY     - UNK      MONUMENTED       AZHD
 DT0376  HISTORY     - 1933     GOOD             NGS
 DT0376  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 DT0376
 DT0376                          STATION DESCRIPTION
 DT0376
 DT0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DT0376'2.9 MI SE FROM FT THOMAS.
 DT0376'ABOUT 2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RR FROM FORT
 DT0376'THOMAS, GRAHAM CO., OPPOSITE RAILROAD BRIDGE 1156.42, 44 FEET
 DT0376'NORTHEAST OF THE CENTER LINE OF THE TRACK, AT A 2 BY 8 FOOT CONCRETE
 DT0376'HIGHWAY CULVERT, AND IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL,
 DT0376'6 INCHES ABOVE GROUND.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DT0376'STAMPED 2723,52 3355+6631.
 DT0376
 DT0376                          STATION RECOVERY (2008)
 DT0376
 DT0376'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0376'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DT0376'MARK. APPARENTLY THE CULVERT WAS RE-BUILT IN 1959, SINCE AN AZHD DISK
 DT0376'STAMPED 2723.67 1959 IS NOW MONUMENTED IN THE CULVERT HEADWALL.
 DT0376'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0691 ***********************************************************************
 CG0691  DESIGNATION -  2724.4
 CG0691  PID         -  CG0691
 CG0691  STATE/COUNTY-  AZ/PIMA
 CG0691  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0691
 CG0691                         *CURRENT SURVEY CONTROL
 CG0691  ___________________________________________________________________
 CG0691* NAD 83(1986)-  31 37 42.     (N)    111 43 00.     (W)     SCALED    
 CG0691* NAVD 88     -       830.80   (+/-2cm)    2725.7    (feet)  VERTCON   
 CG0691  ___________________________________________________________________
 CG0691  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 CG0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0691
 CG0691.The horizontal coordinates were scaled from a topographic map and have
 CG0691.an estimated accuracy of +/- 6 seconds.
 CG0691
 CG0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0691.The vertical order pertains to the NGVD 29 superseded value.
 CG0691
 CG0691.The geoid height was determined by GEOID03.
 CG0691
 CG0691;                    North         East    Units  Estimated Accuracy
 CG0691;SPC AZ C     -    69,680.      232,330.      MT  (+/- 180 meters Scaled)
 CG0691
 CG0691                          SUPERSEDED SURVEY CONTROL
 CG0691
 CG0691  NGVD 29 (??/??/92)  830.047  (m)         2723.25   (f) ADJ UNCH    2 0
 CG0691
 CG0691.Superseded values are not recommended for survey control.
 CG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0691.See file dsdata.txt to determine how the superseded data were derived.
 CG0691
 CG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV320994(NAD 83)
 CG0691_MARKER: N = NAIL
 CG0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0691_SP_SET: TREE
 CG0691_STAMPING: 2724.4
 CG0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0691
 CG0691  HISTORY     - Date     Condition        Report By
 CG0691  HISTORY     - UNK      MONUMENTED       USGS
 CG0691  HISTORY     - 1952     GOOD             NGS
 CG0691  HISTORY     - 1977     POOR             USGS
 CG0691
 CG0691                          STATION DESCRIPTION
 CG0691
 CG0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0691'4.5 MI E FROM SAN MIGUEL.
 CG0691'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0691'MIGUEL, THENCE 0.4 MILE NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0691'AND SET IN THE TOP OF THE NORTH ROOT OF A MESQUITE TREE, 142 FEET
 CG0691'SOUTH OF B.M. P 306, 16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CG0691'AND ABOUT LEVEL WITH THE ROAD, A METAL TAG ON THE TREE STAMPED 2724.4.
 CG0691
 CG0691                          STATION RECOVERY (1977)
 CG0691
 CG0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0691'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0531 ***********************************************************************
 CZ0531  DESIGNATION -  273+09.6
 CZ0531  PID         -  CZ0531
 CZ0531  STATE/COUNTY-  AZ/PIMA
 CZ0531  USGS QUAD   -  JAYNES (1992)
 CZ0531
 CZ0531                         *CURRENT SURVEY CONTROL
 CZ0531  ___________________________________________________________________
 CZ0531* NAD 83(1986)-  32 21 59.     (N)    111 05 47.     (W)     SCALED    
 CZ0531* NAVD 88     -       653.383  (meters)    2143.64   (feet)  ADJUSTED  
 CZ0531  ___________________________________________________________________
 CZ0531  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0531  DYNAMIC HT  -         652.507 (meters)    2140.77  (feet)  COMP
 CZ0531  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 CZ0531
 CZ0531  VERT ORDER  -  FIRST     CLASS II
 CZ0531
 CZ0531.The horizontal coordinates were scaled from a topographic map and have
 CZ0531.an estimated accuracy of +/- 6 seconds.
 CZ0531
 CZ0531.The orthometric height was determined by differential leveling
 CZ0531.and adjusted in June 1991.
 CZ0531
 CZ0531.The geoid height was determined by GEOID03.
 CZ0531
 CZ0531.The dynamic height is computed by dividing the NAVD 88
 CZ0531.geopotential number by the normal gravity value computed on the
 CZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0531.degrees latitude (g = 980.6199 gals.).
 CZ0531
 CZ0531.The modeled gravity was interpolated from observed gravity values.
 CZ0531
 CZ0531;                    North         East    Units  Estimated Accuracy
 CZ0531;SPC AZ C     -   151,790.      290,550.      MT  (+/- 180 meters Scaled)
 CZ0531
 CZ0531                          SUPERSEDED SURVEY CONTROL
 CZ0531
 CZ0531  NGVD 29 (??/??/92)  652.729  (m)         2141.50   (f) ADJ UNCH    1 2
 CZ0531
 CZ0531.Superseded values are not recommended for survey control.
 CZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0531.See file dsdata.txt to determine how the superseded data were derived.
 CZ0531
 CZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA909810(NAD 83)
 CZ0531_MARKER: DD = SURVEY DISK
 CZ0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0531_SP_SET: CULVERT
 CZ0531_STAMPING: 2141.97 273+09.6
 CZ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0531+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0531
 CZ0531  HISTORY     - Date     Condition        Report By
 CZ0531  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0531  HISTORY     - 1951     GOOD             NGS
 CZ0531  HISTORY     - 1960     GOOD             NGS
 CZ0531  HISTORY     - 1980     GOOD             NGS
 CZ0531  HISTORY     - 19970210 GOOD             USPSQD
 CZ0531  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0531
 CZ0531                          STATION DESCRIPTION
 CZ0531
 CZ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0531'0.9 MI NW FROM CORTARO.
 CZ0531'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0531'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT
 CZ0531'RAILROAD MILEAGE 971.33, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0531'NORTHEAST HEADWALL OF A DOUBLE BOX-TYPE CONCRETE HIGHWAY CULVERT, 52.4
 CZ0531'FEET WEST OF TELEGRAPH POLE 2, 16 1/2 FEET NORTHEAST OF THE CENTERLINE
 CZ0531'OF THE HIGHWAY AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY IN
 CZ0531'ELEVATION.
 CZ0531
 CZ0531                          STATION RECOVERY (1960)
 CZ0531
 CZ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0531'RECOVERED IN GOOD CONDITION.
 CZ0531
 CZ0531                          STATION RECOVERY (1980)
 CZ0531
 CZ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0531'20.1 KILOMETERS (12.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0531'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 971.33,
 CZ0531'SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A DOUBLE BOX
 CZ0531'CULVERT UNDER THE EAST FRONTAGE ROAD OF INTERSTATE 10 (OLD U. S.
 CZ0531'HIGHWAY), 37.8 METERS (124 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF
 CZ0531'THE TRACKS AND 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE
 CZ0531'OF THE FRONTAGE ROAD.
 CZ0531'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0531
 CZ0531                          STATION RECOVERY (1997)
 CZ0531
 CZ0531'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0531'RECOVERED IN GOOD CONDITION.
 CZ0531
 CZ0531                          STATION RECOVERY (2006)
 CZ0531
 CZ0531'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0249 ***********************************************************************
 CG0249  DESIGNATION -  2730.90
 CG0249  PID         -  CG0249
 CG0249  STATE/COUNTY-  AZ/PIMA
 CG0249  USGS QUAD   -  SAHUARITA (1981)
 CG0249
 CG0249                         *CURRENT SURVEY CONTROL
 CG0249  ___________________________________________________________________
 CG0249* NAD 83(1986)-  31 56 17.     (N)    110 57 29.     (W)     SCALED    
 CG0249* NAVD 88     -       833.693  (meters)    2735.21   (feet)  ADJUSTED  
 CG0249  ___________________________________________________________________
 CG0249  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0249  DYNAMIC HT  -         832.494 (meters)    2731.27  (feet)  COMP
 CG0249  MODELED GRAV-     979,175.3   (mgal)                       NAVD 88
 CG0249
 CG0249  VERT ORDER  -  FIRST     CLASS II
 CG0249
 CG0249.The horizontal coordinates were scaled from a topographic map and have
 CG0249.an estimated accuracy of +/- 6 seconds.
 CG0249
 CG0249.The orthometric height was determined by differential leveling
 CG0249.and adjusted in June 1991.
 CG0249
 CG0249.The geoid height was determined by GEOID03.
 CG0249
 CG0249.The dynamic height is computed by dividing the NAVD 88
 CG0249.geopotential number by the normal gravity value computed on the
 CG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0249.degrees latitude (g = 980.6199 gals.).
 CG0249
 CG0249.The modeled gravity was interpolated from observed gravity values.
 CG0249
 CG0249;                    North         East    Units  Estimated Accuracy
 CG0249;SPC AZ C     -   104,400.      304,000.      MT  (+/- 180 meters Scaled)
 CG0249
 CG0249                          SUPERSEDED SURVEY CONTROL
 CG0249
 CG0249  NGVD 29 (??/??/92)  833.042  (m)         2733.07   (f) ADJ UNCH    1 2
 CG0249
 CG0249.Superseded values are not recommended for survey control.
 CG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0249.See file dsdata.txt to determine how the superseded data were derived.
 CG0249
 CG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA039335(NAD 83)
 CG0249_MARKER: DB = BENCH MARK DISK
 CG0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0249_SP_SET: CULVERT
 CG0249_STAMPING: 2730.90 1938 511+87.5
 CG0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0249
 CG0249  HISTORY     - Date     Condition        Report By
 CG0249  HISTORY     - 1938     MONUMENTED       AZHD
 CG0249  HISTORY     - 1953     GOOD             NGS
 CG0249  HISTORY     - 1980     GOOD             NGS
 CG0249  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0249  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0249
 CG0249                          STATION DESCRIPTION
 CG0249
 CG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0249'1.4 MI S FROM SAHUARITA.
 CG0249'1.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0249'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 108.3 FEET
 CG0249'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 1004.19, AT A
 CG0249'LARGE CONCRETE BOX CULVERT UNDER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0249'NORTH END OF THE WEST CONCRETE HEAD WALL, 18.8 FEET WEST OF THE CENTER
 CG0249'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CG0249
 CG0249                          STATION RECOVERY (1980)
 CG0249
 CG0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0249'2.1 KILOMETERS (1.3 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0249'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0249'NORTH END OF THE WEST HEADWALL OF A 2.1 X 4.5 METER (7 X 15
 CG0249'FOOT) HIGHWAY BOX CULVERT, 0.3 KILOMETER (0.2 MILE) SOUTH OF
 CG0249'HIGHWAY MILEPOST 47, 5.7 METERS (18.8 FEET) WEST OF THE
 CG0249'HIGHWAY CENTERLINE.
 CG0249'THE MARK IS 0.15 M ABOVE THE HIGHWAY CENTERLINE..
 CG0249
 CG0249                          STATION RECOVERY (1995)
 CG0249
 CG0249'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0249'MARK NOT FOUND.
 CG0249
 CG0249                          STATION RECOVERY (1999)
 CG0249
 CG0249'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0389 ***********************************************************************
 DU0389  DESIGNATION -  2731
 DU0389  PID         -  DU0389
 DU0389  STATE/COUNTY-  AZ/GILA
 DU0389  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0389
 DU0389                         *CURRENT SURVEY CONTROL
 DU0389  ___________________________________________________________________
 DU0389* NAD 83(1986)-  33 59 28.     (N)    111 18 48.     (W)     SCALED    
 DU0389* NAVD 88     -       833.006  (meters)    2732.95   (feet)  ADJUSTED  
 DU0389  ___________________________________________________________________
 DU0389  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU0389  DYNAMIC HT  -         831.947 (meters)    2729.48  (feet)  COMP
 DU0389  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 DU0389
 DU0389  VERT ORDER  -  FIRST     CLASS II
 DU0389
 DU0389.The horizontal coordinates were scaled from a topographic map and have
 DU0389.an estimated accuracy of +/- 6 seconds.
 DU0389
 DU0389.The orthometric height was determined by differential leveling
 DU0389.and adjusted in June 1991.
 DU0389
 DU0389.The geoid height was determined by GEOID03.
 DU0389
 DU0389.The dynamic height is computed by dividing the NAVD 88
 DU0389.geopotential number by the normal gravity value computed on the
 DU0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0389.degrees latitude (g = 980.6199 gals.).
 DU0389
 DU0389.The modeled gravity was interpolated from observed gravity values.
 DU0389
 DU0389;                    North         East    Units  Estimated Accuracy
 DU0389;SPC AZ E     -   332,260.      107,420.      MT  (+/- 180 meters Scaled)
 DU0389
 DU0389                          SUPERSEDED SURVEY CONTROL
 DU0389
 DU0389  NGVD 29 (??/??/92)  832.394  (m)         2730.95   (f) ADJ UNCH    1 2
 DU0389
 DU0389.Superseded values are not recommended for survey control.
 DU0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0389.See file dsdata.txt to determine how the superseded data were derived.
 DU0389
 DU0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710612(NAD 83)
 DU0389_MARKER: Z = SEE DESCRIPTION
 DU0389_SETTING: 80 = SET IN A BOULDER
 DU0389_SP_SET: BOULDER
 DU0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0389+STABILITY: SURFACE MOTION
 DU0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0389+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2007
 DU0389
 DU0389  HISTORY     - Date     Condition        Report By
 DU0389  HISTORY     - UNK      MONUMENTED       USGS
 DU0389  HISTORY     - 1934     GOOD             NGS
 DU0389  HISTORY     - 20070217 GOOD             GEOCAC
 DU0389
 DU0389                          STATION DESCRIPTION
 DU0389
 DU0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0389'10.3 MI N FROM TONTO BASIN.
 DU0389'10.3 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0389'GILA COUNTY, 1.5 MILES SOUTH OF THE FELTON SERVICE STATION, AT THE
 DU0389'NORTH BASE OF TONTO HILL, 0.8 MILE NORTHWEST OF THE SUMMIT, 55 YARDS
 DU0389'EAST OF A DIP, 48 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT
 DU0389'A CLEARING ON THE SOUTH BANK OF A WASH, AND ON THE TOP OF A SMALL RED
 DU0389'BOULDER PAINTED USBM.  A CHISELED POINT.
 DU0389
 DU0389                          STATION RECOVERY (2007)
 DU0389
 DU0389'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0826 ***********************************************************************
 CG0826  DESIGNATION -  2751.4
 CG0826  PID         -  CG0826
 CG0826  STATE/COUNTY-  AZ/PIMA
 CG0826  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0826
 CG0826                         *CURRENT SURVEY CONTROL
 CG0826  ___________________________________________________________________
 CG0826* NAD 83(1986)-  31 48 14.     (N)    111 44 38.     (W)     SCALED    
 CG0826* NAVD 88     -       839.35   (+/-2cm)    2753.8    (feet)  VERTCON   
 CG0826  ___________________________________________________________________
 CG0826  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0826
 CG0826.The horizontal coordinates were scaled from a topographic map and have
 CG0826.an estimated accuracy of +/- 6 seconds.
 CG0826
 CG0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0826.The vertical order pertains to the NGVD 29 superseded value.
 CG0826
 CG0826.The geoid height was determined by GEOID03.
 CG0826
 CG0826;                    North         East    Units  Estimated Accuracy
 CG0826;SPC AZ C     -    89,140.      229,720.      MT  (+/- 180 meters Scaled)
 CG0826
 CG0826                          SUPERSEDED SURVEY CONTROL
 CG0826
 CG0826  NGVD 29 (??/??/92)  838.612  (m)         2751.35   (f) ADJ UNCH    2 0
 CG0826
 CG0826.Superseded values are not recommended for survey control.
 CG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0826.See file dsdata.txt to determine how the superseded data were derived.
 CG0826
 CG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA295189(NAD 83)
 CG0826_MARKER: N = NAIL
 CG0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0826_SP_SET: TREE
 CG0826_STAMPING: 2751.4
 CG0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0826
 CG0826  HISTORY     - Date     Condition        Report By
 CG0826  HISTORY     - UNK      MONUMENTED       USGS
 CG0826  HISTORY     - 1952     GOOD             NGS
 CG0826
 CG0826                          STATION DESCRIPTION
 CG0826
 CG0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0826'4.9 MI E FROM TOPAWA.
 CG0826'4.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0826'TOPAWA, 0.15 MILE EAST OF THE T JUNCTION OF A ROAD LEADING SOUTH,
 CG0826'127.5 FEET SOUTHEAST OF B.M. Y 305, 53 FEET SOUTHEAST OF A TELEPHONE
 CG0826'POLE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 CG0826'HIGHER THAN THE ROAD, A METAL TAG ON MESQUITE TREE STAMPED 2751.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0252 ***********************************************************************
 CG0252  DESIGNATION -  2754.05
 CG0252  PID         -  CG0252
 CG0252  STATE/COUNTY-  AZ/PIMA
 CG0252  USGS QUAD   -  SAHUARITA (1981)
 CG0252
 CG0252                         *CURRENT SURVEY CONTROL
 CG0252  ___________________________________________________________________
 CG0252* NAD 83(1986)-  31 55 09.     (N)    110 57 36.     (W)     SCALED    
 CG0252* NAVD 88     -       840.777  (meters)    2758.45   (feet)  ADJUSTED  
 CG0252  ___________________________________________________________________
 CG0252  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0252  DYNAMIC HT  -         839.567 (meters)    2754.48  (feet)  COMP
 CG0252  MODELED GRAV-     979,172.9   (mgal)                       NAVD 88
 CG0252
 CG0252  VERT ORDER  -  FIRST     CLASS II
 CG0252
 CG0252.The horizontal coordinates were scaled from a topographic map and have
 CG0252.an estimated accuracy of +/- 6 seconds.
 CG0252
 CG0252.The orthometric height was determined by differential leveling
 CG0252.and adjusted in June 1991.
 CG0252
 CG0252.The geoid height was determined by GEOID03.
 CG0252
 CG0252.The dynamic height is computed by dividing the NAVD 88
 CG0252.geopotential number by the normal gravity value computed on the
 CG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0252.degrees latitude (g = 980.6199 gals.).
 CG0252
 CG0252.The modeled gravity was interpolated from observed gravity values.
 CG0252
 CG0252;                    North         East    Units  Estimated Accuracy
 CG0252;SPC AZ C     -   102,300.      303,830.      MT  (+/- 180 meters Scaled)
 CG0252
 CG0252                          SUPERSEDED SURVEY CONTROL
 CG0252
 CG0252  NGVD 29 (??/??/92)  840.090  (m)         2756.20   (f) ADJ UNCH    1 2
 CG0252
 CG0252.Superseded values are not recommended for survey control.
 CG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0252.See file dsdata.txt to determine how the superseded data were derived.
 CG0252
 CG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037314(NAD 83)
 CG0252_MARKER: DD = SURVEY DISK
 CG0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0252_SP_SET: CULVERT
 CG0252_STAMPING: 2754.05 1938 581+48.5
 CG0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0252+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0252
 CG0252  HISTORY     - Date     Condition        Report By
 CG0252  HISTORY     - 1938     MONUMENTED       AZHD
 CG0252  HISTORY     - 1953     GOOD             NGS
 CG0252  HISTORY     - 1959     GOOD             NGS
 CG0252  HISTORY     - 1980     GOOD             NGS
 CG0252  HISTORY     - 19950121 GOOD             USPSQD
 CG0252  HISTORY     - 19960121 GOOD             USPSQD
 CG0252  HISTORY     - 19990213 GOOD             USPSQD
 CG0252  HISTORY     - 20020407 GOOD             USPSQD
 CG0252  HISTORY     - 20060316 GOOD             USPSQD
 CG0252
 CG0252                          STATION DESCRIPTION
 CG0252
 CG0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0252'2.7 MI S FROM SAHUARITA.
 CG0252'2.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0252'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 107.9 FEET
 CG0252'WEST OF THE WEST RAIL AT THE NORTH END OF CULVERT 1005.51, AT A LARGE
 CG0252'CONCRETE BOX CULVERT UNDER FORMER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0252'NORTH END OF THE WEST CONCRETE HEAD WALL, 18.4 FEET WEST OF THE CENTER
 CG0252'LINE OF THE FORMER HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CG0252
 CG0252                          STATION RECOVERY (1959)
 CG0252
 CG0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (1980)
 CG0252
 CG0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0252'4.2 KILOMETERS (2.6 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0252'FROM THE POST OFFICE AT SAHUARITA, SET IN THE NORTH END OF THE
 CG0252'WEST HEADWALL OF A 1.2 X 4.5 METER (4 X 15 FOOT) HIGHWAY BOX
 CG0252'CULVERT, 32.6 METERS (107.9 FEET) WEST OF THE WEST RAIL AT THE
 CG0252'NORTH END OF RAILROAD BRIDGE 1005.51, 5.6 METERS (18.4 FEET)
 CG0252'WEST OF THE OLD HIGHWAY CENTERLINE.
 CG0252'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE..
 CG0252
 CG0252                          STATION RECOVERY (1995)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (1996)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (1999)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (2002)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0252'RECOVERED IN GOOD CONDITION.
 CG0252
 CG0252                          STATION RECOVERY (2006)
 CG0252
 CG0252'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0061 ***********************************************************************
 CZ0061  DESIGNATION -  2755.6
 CZ0061  PID         -  CZ0061
 CZ0061  STATE/COUNTY-  AZ/PIMA
 CZ0061  USGS QUAD   -  TUCSON EAST (1992)
 CZ0061
 CZ0061                         *CURRENT SURVEY CONTROL
 CZ0061  ___________________________________________________________________
 CZ0061* NAD 83(1986)-  32 07 45.     (N)    110 51 27.     (W)     SCALED    
 CZ0061* NAVD 88     -       840.44   (+/-2cm)    2757.3    (feet)  VERTCON   
 CZ0061  ___________________________________________________________________
 CZ0061  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0061  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0061
 CZ0061.The horizontal coordinates were scaled from a topographic map and have
 CZ0061.an estimated accuracy of +/- 6 seconds.
 CZ0061
 CZ0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0061.The vertical order pertains to the NGVD 29 superseded value.
 CZ0061
 CZ0061.The geoid height was determined by GEOID03.
 CZ0061
 CZ0061;                    North         East    Units  Estimated Accuracy
 CZ0061;SPC AZ C     -   125,680.      313,300.      MT  (+/- 180 meters Scaled)
 CZ0061
 CZ0061                          SUPERSEDED SURVEY CONTROL
 CZ0061
 CZ0061  NGVD 29 (??/??/92)  839.796  (m)         2755.23   (f) ADJ UNCH    1 2
 CZ0061
 CZ0061.Superseded values are not recommended for survey control.
 CZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0061.See file dsdata.txt to determine how the superseded data were derived.
 CZ0061
 CZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134547(NAD 83)
 CZ0061_MARKER: N = NAIL
 CZ0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0061_SP_SET: WOODEN POST
 CZ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0061
 CZ0061  HISTORY     - Date     Condition        Report By
 CZ0061  HISTORY     - UNK      MONUMENTED       USGS
 CZ0061  HISTORY     - 1952     GOOD             NGS
 CZ0061  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0061
 CZ0061                          STATION DESCRIPTION
 CZ0061
 CZ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0061'10.1 MI SE FROM TUCSON.
 CZ0061'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0061'THE STATION AT TUCSON, AT THE WILMOT ROAD CROSSING, AT A RAILROAD
 CZ0061'CATTLE GUARD, 8.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 19 FEET EAST
 CZ0061'OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A FENCE POST WHICH
 CZ0061'SUPPORTS THE SOUTHWEST END OF THE CATTLE GUARD, ABOUT 1 FOOT LOWER
 CZ0061'THAN THE TRACKS, A COPPER NAIL AND WASHER IN THE TOP OF A 3- BY 4-INCH
 CZ0061'WOODEN POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0061
 CZ0061                          STATION RECOVERY (1979)
 CZ0061
 CZ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0061'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0276 ***********************************************************************
 CG0276  DESIGNATION -  2756.22
 CG0276  PID         -  CG0276
 CG0276  STATE/COUNTY-  AZ/PIMA
 CG0276  USGS QUAD   -  SAHUARITA (1981)
 CG0276
 CG0276                         *CURRENT SURVEY CONTROL
 CG0276  ___________________________________________________________________
 CG0276* NAD 83(1986)-  31 55 19.     (N)    110 57 41.     (W)     SCALED    
 CG0276* NAVD 88     -       840.75   (+/-2cm)    2758.4    (feet)  VERTCON   
 CG0276  ___________________________________________________________________
 CG0276  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0276
 CG0276.The horizontal coordinates were scaled from a topographic map and have
 CG0276.an estimated accuracy of +/- 6 seconds.
 CG0276
 CG0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0276.The vertical order pertains to the NGVD 29 superseded value.
 CG0276
 CG0276.The geoid height was determined by GEOID03.
 CG0276
 CG0276;                    North         East    Units  Estimated Accuracy
 CG0276;SPC AZ C     -   102,610.      303,700.      MT  (+/- 180 meters Scaled)
 CG0276
 CG0276                          SUPERSEDED SURVEY CONTROL
 CG0276
 CG0276  NGVD 29 (??/??/92)  840.080  (m)         2756.16   (f) ADJ UNCH    2 0
 CG0276
 CG0276.Superseded values are not recommended for survey control.
 CG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0276.See file dsdata.txt to determine how the superseded data were derived.
 CG0276
 CG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA036317(NAD 83)
 CG0276_MARKER: DR = REFERENCE MARK DISK
 CG0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0276_SP_SET: ABUTMENT
 CG0276_STAMPING: 2756.22 2374+574 1953
 CG0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0276
 CG0276  HISTORY     - Date     Condition        Report By
 CG0276  HISTORY     - 1953     MONUMENTED       AZHD
 CG0276  HISTORY     - 1959     GOOD             NGS
 CG0276  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0276  HISTORY     - 19960121 MARK NOT FOUND   USPSQD
 CG0276
 CG0276                          STATION DESCRIPTION
 CG0276
 CG0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0276'2.5 MI S FROM SAHUARITA.
 CG0276'2.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0276'SAHUARITA, 15 FEET EAST OF THE CENTER OF THE HIGHWAY, CEMENTED IN A
 CG0276'LARGE CONCRETE BRIDGE OVER SANTA CRUZ RIVER, 3.5 FEET NORTH OF THE
 CG0276'SOUTH END OF THE SOUTHEAST ABUTMENT.
 CG0276
 CG0276                          STATION RECOVERY (1995)
 CG0276
 CG0276'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0276'MARK NOT FOUND.
 CG0276
 CG0276                          STATION RECOVERY (1996)
 CG0276
 CG0276'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0253 ***********************************************************************
 CG0253  DESIGNATION -  2758.28
 CG0253  PID         -  CG0253
 CG0253  STATE/COUNTY-  AZ/PIMA
 CG0253  USGS QUAD   -  SAHUARITA (1981)
 CG0253
 CG0253                         *CURRENT SURVEY CONTROL
 CG0253  ___________________________________________________________________
 CG0253* NAD 83(1986)-  31 54 54.     (N)    110 57 36.     (W)     SCALED    
 CG0253* NAVD 88     -       842.080  (meters)    2762.72   (feet)  ADJUSTED  
 CG0253  ___________________________________________________________________
 CG0253  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0253  DYNAMIC HT  -         840.867 (meters)    2758.74  (feet)  COMP
 CG0253  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 CG0253
 CG0253  VERT ORDER  -  FIRST     CLASS II
 CG0253
 CG0253.The horizontal coordinates were scaled from a topographic map and have
 CG0253.an estimated accuracy of +/- 6 seconds.
 CG0253
 CG0253.The orthometric height was determined by differential leveling
 CG0253.and adjusted in June 1991.
 CG0253
 CG0253.The geoid height was determined by GEOID03.
 CG0253
 CG0253.The dynamic height is computed by dividing the NAVD 88
 CG0253.geopotential number by the normal gravity value computed on the
 CG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0253.degrees latitude (g = 980.6199 gals.).
 CG0253
 CG0253.The modeled gravity was interpolated from observed gravity values.
 CG0253
 CG0253;                    North         East    Units  Estimated Accuracy
 CG0253;SPC AZ C     -   101,840.      303,840.      MT  (+/- 180 meters Scaled)
 CG0253
 CG0253                          SUPERSEDED SURVEY CONTROL
 CG0253
 CG0253  NGVD 29 (??/??/92)  841.386  (m)         2760.45   (f) ADJ UNCH    1 2
 CG0253
 CG0253.Superseded values are not recommended for survey control.
 CG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0253.See file dsdata.txt to determine how the superseded data were derived.
 CG0253
 CG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037310(NAD 83)
 CG0253_MARKER: DD = SURVEY DISK
 CG0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0253_SP_SET: CULVERT
 CG0253_STAMPING: 2758.28 1938 595+72.9
 CG0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0253+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0253
 CG0253  HISTORY     - Date     Condition        Report By
 CG0253  HISTORY     - 1938     MONUMENTED       AZHD
 CG0253  HISTORY     - 1953     GOOD             NGS
 CG0253  HISTORY     - 1980     GOOD             NGS
 CG0253  HISTORY     - 19950121 GOOD             USPSQD
 CG0253  HISTORY     - 19960121 GOOD             USPSQD
 CG0253  HISTORY     - 19990213 GOOD             USPSQD
 CG0253  HISTORY     - 20020407 GOOD             USPSQD
 CG0253  HISTORY     - 20060316 GOOD             USPSQD
 CG0253  HISTORY     - 20070527 GOOD             GEOCAC
 CG0253
 CG0253                          STATION DESCRIPTION
 CG0253
 CG0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0253'3.0 MI S FROM SAHUARITA.
 CG0253'3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0253'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 124.4 FEET
 CG0253'NORTHWEST OF THE NORTHWEST RAIL AT THE NORTHEAST END OF A WOODEN
 CG0253'BRIDGE, AT A LARGE CONCRETE BOX CULVERT UNDER FORMER U. S. HIGHWAY 89,
 CG0253'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL,
 CG0253'18.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2
 CG0253'FEET HIGHER THAN THE HIGHWAY.
 CG0253
 CG0253                          STATION RECOVERY (1980)
 CG0253
 CG0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0253'4.7 KILOMETERS (2.9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0253'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0253'NORTH END OF THE WEST HEADWALL OF A LARGE HIGHWAY BOX CULVERT
 CG0253'FOR THE OLD HIGHWAY, 37.8 METERS (124 FEET) WEST OF AND ACROSS
 CG0253'THE HIGHWAY FROM THE WEST RAIL AT THE NORTH END OF RAILROAD
 CG0253'BRIDGE 1005.78, 5.7 METERS (18.6 FEET) WEST OF THE OLD HIGHWAY
 CG0253'CENTERLINE.
 CG0253'THE MARK IS 0.4 M ABOVE THE HIGHWAY..
 CG0253
 CG0253                          STATION RECOVERY (1995)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (1996)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (1999)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (2002)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0253'RECOVERED IN GOOD CONDITION.
 CG0253
 CG0253                          STATION RECOVERY (2006)
 CG0253
 CG0253'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0253'RECOVERED AS DESCRIBED.
 CG0253
 CG0253                          STATION RECOVERY (2007)
 CG0253
 CG0253'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0255 ***********************************************************************
 CG0255  DESIGNATION -  2764.69
 CG0255  PID         -  CG0255
 CG0255  STATE/COUNTY-  AZ/PIMA
 CG0255  USGS QUAD   -  SAHUARITA (1981)
 CG0255
 CG0255                         *CURRENT SURVEY CONTROL
 CG0255  ___________________________________________________________________
 CG0255* NAD 83(1986)-  31 54 37.     (N)    110 57 38.     (W)     SCALED    
 CG0255* NAVD 88     -       844.017  (meters)    2769.08   (feet)  ADJUSTED  
 CG0255  ___________________________________________________________________
 CG0255  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0255  DYNAMIC HT  -         842.801 (meters)    2765.09  (feet)  COMP
 CG0255  MODELED GRAV-     979,171.1   (mgal)                       NAVD 88
 CG0255
 CG0255  VERT ORDER  -  FIRST     CLASS II
 CG0255
 CG0255.The horizontal coordinates were scaled from a topographic map and have
 CG0255.an estimated accuracy of +/- 6 seconds.
 CG0255
 CG0255.The orthometric height was determined by differential leveling
 CG0255.and adjusted in June 1991.
 CG0255
 CG0255.The geoid height was determined by GEOID03.
 CG0255
 CG0255.The dynamic height is computed by dividing the NAVD 88
 CG0255.geopotential number by the normal gravity value computed on the
 CG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0255.degrees latitude (g = 980.6199 gals.).
 CG0255
 CG0255.The modeled gravity was interpolated from observed gravity values.
 CG0255
 CG0255;                    North         East    Units  Estimated Accuracy
 CG0255;SPC AZ C     -   101,320.      303,790.      MT  (+/- 180 meters Scaled)
 CG0255
 CG0255                          SUPERSEDED SURVEY CONTROL
 CG0255
 CG0255  NGVD 29 (??/??/92)  843.323  (m)         2766.80   (f) ADJ UNCH    1 2
 CG0255
 CG0255.Superseded values are not recommended for survey control.
 CG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0255.See file dsdata.txt to determine how the superseded data were derived.
 CG0255
 CG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037304(NAD 83)
 CG0255_MARKER: DD = SURVEY DISK
 CG0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0255_SP_SET: CULVERT
 CG0255_STAMPING: 2764.69 1938 613+80.7
 CG0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0255+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0255
 CG0255  HISTORY     - Date     Condition        Report By
 CG0255  HISTORY     - 1938     MONUMENTED       AZHD
 CG0255  HISTORY     - 1953     GOOD             NGS
 CG0255  HISTORY     - 1980     GOOD             NGS
 CG0255  HISTORY     - 19950121 GOOD             USPSQD
 CG0255  HISTORY     - 19960121 GOOD             USPSQD
 CG0255  HISTORY     - 19990213 GOOD             USPSQD
 CG0255  HISTORY     - 20020407 GOOD             USPSQD
 CG0255  HISTORY     - 20060316 GOOD             USPSQD
 CG0255
 CG0255                          STATION DESCRIPTION
 CG0255
 CG0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0255'3.3 MI S FROM SAHUARITA.
 CG0255'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0255'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, ABOUT 60
 CG0255'YARDS SOUTHWEST OF THE CROSSING OF A DIRT ROAD, 113.7 FEET SOUTH OF
 CG0255'THE SOUTH CORNER OF A FENCE ENCLOSING A POWER SUB-STATION, AT A DOUBLE
 CG0255'CONCRETE BOX CULVERT UNDER FORMER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0255'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 19 FEET NORTHWEST
 CG0255'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET HIGHER THAN
 CG0255'THE HIGHWAY.
 CG0255
 CG0255                          STATION RECOVERY (1980)
 CG0255
 CG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0255'3.6 KILOMETERS (2.25 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0255'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0255'NORTH END OF THE WEST HEADWALL OF A DOUBLE CHANNEL HIGHWAY
 CG0255'CULVERT NO. 3070, 5.8 METERS (19 FEET) WEST OF THE OLD
 CG0255'HIGHWAY CENTERLINE.
 CG0255'THE MARK IS 0.5 M ABOVE THE OLD HIGHWAY..
 CG0255
 CG0255                          STATION RECOVERY (1995)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (1996)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (1999)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (2002)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0255'RECOVERED IN GOOD CONDITION.
 CG0255
 CG0255                          STATION RECOVERY (2006)
 CG0255
 CG0255'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0255'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0537 ***********************************************************************
 FS0537  DESIGNATION -  2765.63
 FS0537  PID         -  FS0537
 FS0537  STATE/COUNTY-  AZ/MOHAVE
 FS0537  USGS QUAD   -  KINGMAN SE (1980)
 FS0537
 FS0537                         *CURRENT SURVEY CONTROL
 FS0537  ___________________________________________________________________
 FS0537* NAD 83(1986)-  35 06 42.     (N)    114 06 52.     (W)     SCALED    
 FS0537* NAVD 88     -       843.803  (meters)    2768.38   (feet)  POSTED    
 FS0537  ___________________________________________________________________
 FS0537  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FS0537  DYNAMIC HT  -         842.830 (meters)    2765.18  (feet)  COMP
 FS0537  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 FS0537
 FS0537  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0537
 FS0537.The horizontal coordinates were scaled from a topographic map and have
 FS0537.an estimated accuracy of +/- 6 seconds.
 FS0537
 FS0537.The orthometric height was determined by differential leveling
 FS0537.and adjusted by the  in 1992.
 FS0537.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0537.rate of 0.0 thru 1.0 mm/km.
 FS0537
 FS0537.The geoid height was determined by GEOID03.
 FS0537
 FS0537.The dynamic height is computed by dividing the NAVD 88
 FS0537.geopotential number by the normal gravity value computed on the
 FS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0537.degrees latitude (g = 980.6199 gals.).
 FS0537
 FS0537.The modeled gravity was interpolated from observed gravity values.
 FS0537
 FS0537;                    North         East    Units  Estimated Accuracy
 FS0537;SPC AZ W     -   456,040.      180,140.      MT  (+/- 180 meters Scaled)
 FS0537
 FS0537                          SUPERSEDED SURVEY CONTROL
 FS0537
 FS0537  NGVD 29 (??/??/92)  843.038  (m)         2765.87   (f) ADJ UNCH    2 0
 FS0537
 FS0537.Superseded values are not recommended for survey control.
 FS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0537.See file dsdata.txt to determine how the superseded data were derived.
 FS0537
 FS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629892(NAD 83)
 FS0537_MARKER: DD = SURVEY DISK
 FS0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0537_SP_SET: BRIDGE
 FS0537_STAMPING: 2765.63 2242X8409 1949
 FS0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0537
 FS0537  HISTORY     - Date     Condition        Report By
 FS0537  HISTORY     - 1949     MONUMENTED       AZHD
 FS0537  HISTORY     - 1961     GOOD             NGS
 FS0537  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0537
 FS0537                          STATION DESCRIPTION
 FS0537
 FS0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0537'7.2 MI SSW FROM KINGMAN.
 FS0537'ABOUT 7.25 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0537'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, SET
 FS0537'IN THE TOP AND APPROXIMATE CENTER OF THE EAST HEADWALL OF A 55
 FS0537'FOOT CONCRETE BRIDGE WITH 4 OPENINGS, 21 FEET EAST OF THE CENTER
 FS0537'LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET ABOVE THE LEVEL OF
 FS0537'THE HIGHWAY.
 FS0537
 FS0537                          STATION RECOVERY (1981)
 FS0537
 FS0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0537'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0536 ***********************************************************************
 FS0536  DESIGNATION -  2765.63 RESET
 FS0536  PID         -  FS0536
 FS0536  STATE/COUNTY-  AZ/MOHAVE
 FS0536  USGS QUAD   -  KINGMAN SE (1980)
 FS0536
 FS0536                         *CURRENT SURVEY CONTROL
 FS0536  ___________________________________________________________________
 FS0536* NAD 83(1986)-  35 06 42.     (N)    114 06 52.     (W)     SCALED    
 FS0536* NAVD 88     -       844.84   (+/-2cm)    2771.8    (feet)  VERTCON   
 FS0536  ___________________________________________________________________
 FS0536  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FS0536  VERT ORDER  -  THIRD (See Below)
 FS0536
 FS0536.The horizontal coordinates were scaled from a topographic map and have
 FS0536.an estimated accuracy of +/- 6 seconds.
 FS0536
 FS0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0536.The vertical order pertains to the NGVD 29 superseded value.
 FS0536
 FS0536.The geoid height was determined by GEOID03.
 FS0536
 FS0536;                    North         East    Units  Estimated Accuracy
 FS0536;SPC AZ W     -   456,040.      180,140.      MT  (+/- 180 meters Scaled)
 FS0536
 FS0536                          SUPERSEDED SURVEY CONTROL
 FS0536
 FS0536  NGVD 29 (03/28/06)  844.07   (m)         2769.3    (f) RESET       3  
 FS0536
 FS0536.Superseded values are not recommended for survey control.
 FS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0536.See file dsdata.txt to determine how the superseded data were derived.
 FS0536
 FS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629892(NAD 83)
 FS0536_MARKER: DB = BENCH MARK DISK
 FS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0536_STAMPING: 2765.63 AHD RESET
 FS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0536+STABILITY: SURFACE MOTION
 FS0536
 FS0536  HISTORY     - Date     Condition        Report By
 FS0536  HISTORY     - 1973     MONUMENTED       NGS
 FS0536  HISTORY     - 1973     GOOD             NGS
 FS0536
 FS0536                          STATION DESCRIPTION
 FS0536
 FS0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS0536'7.2 MI SSW FROM KINGMAN.
 FS0536'ABOUT 7.25 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 AND
 FS0536'INTERSTATE 40 FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FS0536'STATION IN KINGMAN.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FS0536'WHICH PROJECTS 8 INCHES, 90 FEET WEST OF THE WEST RAIL, 1 FOOT
 FS0536'WEST OF RAILROAD FENCELINE AND 1 FOOT SOUTHEAST OF A WITNESS
 FS0536'SIGN SET IN FENCE CORNER.  THE MARK IS ABOUT 150 FEET EAST OF
 FS0536'A HIGHWAY BRIDGE WITH 4 OPENINGS.  NOTE-- 2765.63 (AHD) WAS NOT
 FS0536'REMOVED FROM THE BRIDGE WHICH IS UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0717 ***********************************************************************
 DW0717  DESIGNATION -  277.52
 DW0717  PID         -  DW0717
 DW0717  STATE/COUNTY-  AZ/LA PAZ
 DW0717  USGS QUAD   -  BLYTHE (1975)
 DW0717
 DW0717                         *CURRENT SURVEY CONTROL
 DW0717  ___________________________________________________________________
 DW0717* NAD 83(1986)-  33 36 27.     (N)    114 31 15.     (W)     SCALED    
 DW0717* NAVD 88     -        85.33   (+/-2cm)     280.0    (feet)  VERTCON   
 DW0717  ___________________________________________________________________
 DW0717  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DW0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0717
 DW0717.The horizontal coordinates were scaled from a topographic map and have
 DW0717.an estimated accuracy of +/- 6 seconds.
 DW0717
 DW0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0717.The vertical order pertains to the NGVD 29 superseded value.
 DW0717
 DW0717.The geoid height was determined by GEOID03.
 DW0717
 DW0717;                    North         East    Units  Estimated Accuracy
 DW0717;SPC AZ W     -   289,400.      141,830.      MT  (+/- 180 meters Scaled)
 DW0717
 DW0717                          SUPERSEDED SURVEY CONTROL
 DW0717
 DW0717  NGVD 29 (??/??/??)   84.659  (m)          277.75   (f) ADJUSTED    2 0
 DW0717
 DW0717.Superseded values are not recommended for survey control.
 DW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0717.See file dsdata.txt to determine how the superseded data were derived.
 DW0717
 DW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT300213(NAD 83)
 DW0717_MARKER: DD = SURVEY DISK
 DW0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0717_SP_SET: RETAINING WALL
 DW0717_STAMPING: 277.52 29+86 1929
 DW0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0717
 DW0717  HISTORY     - Date     Condition        Report By
 DW0717  HISTORY     - 1929     MONUMENTED       AZHD
 DW0717  HISTORY     - 1962     GOOD             NGS
 DW0717  HISTORY     - 1971     MARK NOT FOUND   NGS
 DW0717  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0717
 DW0717                          STATION DESCRIPTION
 DW0717
 DW0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0717'0.4 MI NE FROM EHRENBERG.
 DW0717'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DW0717'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0717'ABOUT 0.45 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 60, ABOUT 0.05
 DW0717'MILE SOUTHWEST OF THE JUNCTION OF A ROAD SOUTH, IN A DIP, AND
 DW0717'SET IN THE TOP OF THE SOUTHWEST END OF A CONCRETE RETAINING WALL,
 DW0717'15 FEET NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, AND ABOUT
 DW0717'LEVEL WITH THE OLD HIGHWAY.
 DW0717
 DW0717                          STATION RECOVERY (1971)
 DW0717
 DW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DW0717'MARK NOT FOUND.
 DW0717
 DW0717                          STATION RECOVERY (1981)
 DW0717
 DW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0717'NOT RECOVERED. NOTE-THE RETAINING WALL DESCRIBED HAS BEEN REPLACED,
 DW0717'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0075 ***********************************************************************
 CZ0075  DESIGNATION -  2770
 CZ0075  PID         -  CZ0075
 CZ0075  STATE/COUNTY-  AZ/PIMA
 CZ0075  USGS QUAD   -  TUCSON EAST (1992)
 CZ0075
 CZ0075                         *CURRENT SURVEY CONTROL
 CZ0075  ___________________________________________________________________
 CZ0075* NAD 83(1986)-  32 08 35.     (N)    110 50 23.     (W)     SCALED    
 CZ0075* NAVD 88     -       848.79   (+/-2cm)    2784.7    (feet)  VERTCON   
 CZ0075  ___________________________________________________________________
 CZ0075  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CZ0075  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0075
 CZ0075.The horizontal coordinates were scaled from a topographic map and have
 CZ0075.an estimated accuracy of +/- 6 seconds.
 CZ0075
 CZ0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0075.The vertical order pertains to the NGVD 29 superseded value.
 CZ0075
 CZ0075.The geoid height was determined by GEOID03.
 CZ0075
 CZ0075;                    North         East    Units  Estimated Accuracy
 CZ0075;SPC AZ C     -   127,240.      314,960.      MT  (+/- 180 meters Scaled)
 CZ0075
 CZ0075                          SUPERSEDED SURVEY CONTROL
 CZ0075
 CZ0075  NGVD 29 (??/??/92)  848.136  (m)         2782.59   (f) ADJ UNCH    1 2
 CZ0075
 CZ0075.Superseded values are not recommended for survey control.
 CZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0075.See file dsdata.txt to determine how the superseded data were derived.
 CZ0075
 CZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA151563(NAD 83)
 CZ0075_MARKER: P = PIPE CAP
 CZ0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0075_STAMPING: 2770 NOGLS 219
 CZ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0075
 CZ0075  HISTORY     - Date     Condition        Report By
 CZ0075  HISTORY     - UNK      MONUMENTED       USGS
 CZ0075  HISTORY     - 1952     GOOD             NGS
 CZ0075  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0075
 CZ0075                          STATION DESCRIPTION
 CZ0075
 CZ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0075'2.6 MI SE FROM WILMOT.
 CZ0075'2.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WILMOT
 CZ0075'STATION SIGN, 0.1 MILE SOUTHEAST OF MILE POLE 993, AT THE SOUTHWEST
 CZ0075'RIGHT-OF-WAY FENCE LINE, 76.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6
 CZ0075'FEET NORTHEAST OF THE FENCE, 1.8 FEET NORTHWEST OF THE WITNESS POST,
 CZ0075'AND RIVITED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE
 CZ0075'THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
 CZ0075
 CZ0075                          STATION RECOVERY (1979)
 CZ0075
 CZ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0075'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA HAS BEEN
 CZ0075'BLADED CLEAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0256 ***********************************************************************
 CG0256  DESIGNATION -  2770.49
 CG0256  PID         -  CG0256
 CG0256  STATE/COUNTY-  AZ/PIMA
 CG0256  USGS QUAD   -  SAHUARITA (1981)
 CG0256
 CG0256                         *CURRENT SURVEY CONTROL
 CG0256  ___________________________________________________________________
 CG0256* NAD 83(1986)-  31 54 27.     (N)    110 57 39.     (W)     SCALED    
 CG0256* NAVD 88     -       845.792  (meters)    2774.90   (feet)  ADJUSTED  
 CG0256  ___________________________________________________________________
 CG0256  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0256  DYNAMIC HT  -         844.572 (meters)    2770.90  (feet)  COMP
 CG0256  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 CG0256
 CG0256  VERT ORDER  -  FIRST     CLASS II
 CG0256
 CG0256.The horizontal coordinates were scaled from a topographic map and have
 CG0256.an estimated accuracy of +/- 6 seconds.
 CG0256
 CG0256.The orthometric height was determined by differential leveling
 CG0256.and adjusted in June 1991.
 CG0256
 CG0256.The geoid height was determined by GEOID03.
 CG0256
 CG0256.The dynamic height is computed by dividing the NAVD 88
 CG0256.geopotential number by the normal gravity value computed on the
 CG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0256.degrees latitude (g = 980.6199 gals.).
 CG0256
 CG0256.The modeled gravity was interpolated from observed gravity values.
 CG0256
 CG0256;                    North         East    Units  Estimated Accuracy
 CG0256;SPC AZ C     -   101,010.      303,760.      MT  (+/- 180 meters Scaled)
 CG0256
 CG0256                          SUPERSEDED SURVEY CONTROL
 CG0256
 CG0256  NGVD 29 (??/??/92)  845.092  (m)         2772.61   (f) ADJ UNCH    1 2
 CG0256
 CG0256.Superseded values are not recommended for survey control.
 CG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0256.See file dsdata.txt to determine how the superseded data were derived.
 CG0256
 CG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA037301(NAD 83)
 CG0256_MARKER: DD = SURVEY DISK
 CG0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0256_SP_SET: BRIDGE
 CG0256_STAMPING: 2770.49 1938 623+58.6
 CG0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0256+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0256
 CG0256  HISTORY     - Date     Condition        Report By
 CG0256  HISTORY     - 1938     MONUMENTED       AZHD
 CG0256  HISTORY     - 1953     GOOD             NGS
 CG0256  HISTORY     - 1980     GOOD             NGS
 CG0256  HISTORY     - 19950121 GOOD             USPSQD
 CG0256  HISTORY     - 19960121 GOOD             USPSQD
 CG0256  HISTORY     - 19990213 GOOD             USPSQD
 CG0256  HISTORY     - 20020407 GOOD             USPSQD
 CG0256  HISTORY     - 20060316 GOOD             USPSQD
 CG0256
 CG0256                          STATION DESCRIPTION
 CG0256
 CG0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0256'3.5 MI S FROM SAHUARITA.
 CG0256'3.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0256'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, AT A LARGE
 CG0256'CONCRETE BRIDGE UNDER FORMER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0256'NORTHEAST END OF THE NORTHWEST CONCRETE GUARDRAIL, 19 FEET NORTHWEST
 CG0256'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET HIGHER THAN
 CG0256'THE HIGHWAY.
 CG0256
 CG0256                          STATION RECOVERY (1980)
 CG0256
 CG0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0256'3.9 KILOMETERS (2.4 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0256'RAILROAD FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE
 CG0256'NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE OLD HIGHWAY
 CG0256'BRIDGE NO. 3071, 5.8 METERS (1.9 FEET) WEST OF THE OLD
 CG0256'HIGHWAY CENTERLINE.
 CG0256'THE MARK IS 1 M ABOVE THE HIGHWAY..
 CG0256
 CG0256                          STATION RECOVERY (1995)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (1996)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (1999)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (2002)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0256'RECOVERED IN GOOD CONDITION.
 CG0256
 CG0256                          STATION RECOVERY (2006)
 CG0256
 CG0256'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0256'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0065 ***********************************************************************
 CZ0065  DESIGNATION -  2775.75=441+00
 CZ0065  PID         -  CZ0065
 CZ0065  STATE/COUNTY-  AZ/PIMA
 CZ0065  USGS QUAD   -  TUCSON SE (1992)
 CZ0065
 CZ0065                         *CURRENT SURVEY CONTROL
 CZ0065  ___________________________________________________________________
 CZ0065* NAD 83(1986)-  32 06 49.     (N)    110 51 22.     (W)     SCALED    
 CZ0065* NAVD 88     -       846.45   (+/-2cm)    2777.1    (feet)  VERTCON   
 CZ0065  ___________________________________________________________________
 CZ0065  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0065  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0065
 CZ0065.The horizontal coordinates were scaled from a topographic map and have
 CZ0065.an estimated accuracy of +/- 6 seconds.
 CZ0065
 CZ0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0065.The vertical order pertains to the NGVD 29 superseded value.
 CZ0065
 CZ0065.The geoid height was determined by GEOID03.
 CZ0065
 CZ0065;                    North         East    Units  Estimated Accuracy
 CZ0065;SPC AZ C     -   123,960.      313,440.      MT  (+/- 180 meters Scaled)
 CZ0065
 CZ0065                          SUPERSEDED SURVEY CONTROL
 CZ0065
 CZ0065  NGVD 29 (??/??/92)  845.80   (m)         2774.9    (f) COMPUTED    1 2
 CZ0065
 CZ0065.Superseded values are not recommended for survey control.
 CZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0065.See file dsdata.txt to determine how the superseded data were derived.
 CZ0065
 CZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA135530(NAD 83)
 CZ0065_MARKER: DD = SURVEY DISK
 CZ0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0065_SP_SET: CULVERT
 CZ0065_STAMPING: 2775.75+441-00 1928
 CZ0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0065
 CZ0065  HISTORY     - Date     Condition        Report By
 CZ0065  HISTORY     - 1928     MONUMENTED       AZHD
 CZ0065  HISTORY     - 1952     GOOD             NGS
 CZ0065  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0065
 CZ0065                          STATION DESCRIPTION
 CZ0065
 CZ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0065'11.2 MI SE FROM TUCSON.
 CZ0065'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0065'THE STATION AT TUCSON, THENCE 1.0 MILE SOUTH ALONG THE WILMOT ROAD,
 CZ0065'THENCE 0.1 MILE EAST ALONG U. S. HIGHWAY 80, IN THE TOP OF THE CENTER
 CZ0065'OF THE CONCRETE HEADWALL OF TWIN 36-INCH CORRUGATED METAL PIPE
 CZ0065'CULVERTS, 17.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CZ0065'LEVEL WITH THE HIGHWAY.
 CZ0065
 CZ0065                          STATION RECOVERY (2006)
 CZ0065
 CZ0065'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0065'MARK NOR FOUND.  NEW HIGHWAY THROUGH THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0565 ***********************************************************************
 CY0565  DESIGNATION -  2783
 CY0565  PID         -  CY0565
 CY0565  STATE/COUNTY-  AZ/GRAHAM
 CY0565  USGS QUAD   -  EDEN (1985)
 CY0565
 CY0565                         *CURRENT SURVEY CONTROL
 CY0565  ___________________________________________________________________
 CY0565* NAD 83(1986)-  32 56 10.     (N)    109 53 59.     (W)     SCALED    
 CY0565* NAVD 88     -       848.503  (meters)    2783.80   (feet)  ADJUSTED  
 CY0565  ___________________________________________________________________
 CY0565  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0565  DYNAMIC HT  -         847.326 (meters)    2779.94  (feet)  COMP
 CY0565  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 CY0565
 CY0565  VERT ORDER  -  FIRST     CLASS II
 CY0565
 CY0565.The horizontal coordinates were scaled from a topographic map and have
 CY0565.an estimated accuracy of +/- 6 seconds.
 CY0565
 CY0565.The orthometric height was determined by differential leveling
 CY0565.and adjusted in June 1991.
 CY0565
 CY0565.The geoid height was determined by GEOID03.
 CY0565
 CY0565.The dynamic height is computed by dividing the NAVD 88
 CY0565.geopotential number by the normal gravity value computed on the
 CY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0565.degrees latitude (g = 980.6199 gals.).
 CY0565
 CY0565.The modeled gravity was interpolated from observed gravity values.
 CY0565
 CY0565;                    North         East    Units  Estimated Accuracy
 CY0565;SPC AZ E     -   214,700.      238,320.      MT  (+/- 180 meters Scaled)
 CY0565
 CY0565                          SUPERSEDED SURVEY CONTROL
 CY0565
 CY0565  NGVD 29 (??/??/92)  847.921  (m)         2781.89   (f) ADJ UNCH    1 2
 CY0565
 CY0565.Superseded values are not recommended for survey control.
 CY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0565.See file dsdata.txt to determine how the superseded data were derived.
 CY0565
 CY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB028447(NAD 83)
 CY0565_MARKER: P = PIPE CAP
 CY0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0565_STAMPING: 2781.887 PHNX
 CY0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0565
 CY0565  HISTORY     - Date     Condition        Report By
 CY0565  HISTORY     - UNK      MONUMENTED       USGS
 CY0565  HISTORY     - 1932     GOOD             NGS
 CY0565  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0565
 CY0565                          STATION DESCRIPTION
 CY0565
 CY0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0565'2.5 MI NW FROM GLENBAR.
 CY0565'ON SOUTHERN PACIFIC RIGHT OF WAY, 1100 FEET NORTHWEST OF MILEPOST
 CY0565'1151, 160 FEET EAST OF RAILROAD CROSSING, 30 FEET SOUTH OF PAVED
 CY0565'HIGHWAY CENTERLINE, ON RIGHT OF WAY LINE AT HIGHWAY STATION 3631 + 50.
 CY0565
 CY0565                          STATION RECOVERY (1979)
 CY0565
 CY0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0565'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  MEASUREMENTS PLACE THIS
 CY0565'MARK IN THE SHOULDER OF THE PRESENT HIGHWAY AND THE MARK IS PRESUMED
 CY0565'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0498 ***********************************************************************
 CZ0498  DESIGNATION -  279+97.1
 CZ0498  PID         -  CZ0498
 CZ0498  STATE/COUNTY-  AZ/PIMA
 CZ0498  USGS QUAD   -  MARANA (1992)
 CZ0498
 CZ0498                         *CURRENT SURVEY CONTROL
 CZ0498  ___________________________________________________________________
 CZ0498* NAD 83(1986)-  32 26 55.     (N)    111 11 48.     (W)     SCALED    
 CZ0498* NAVD 88     -       611.026  (meters)    2004.67   (feet)  ADJUSTED  
 CZ0498  ___________________________________________________________________
 CZ0498  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0498  DYNAMIC HT  -         610.220 (meters)    2002.03  (feet)  COMP
 CZ0498  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 CZ0498
 CZ0498  VERT ORDER  -  FIRST     CLASS II
 CZ0498
 CZ0498.The horizontal coordinates were scaled from a topographic map and have
 CZ0498.an estimated accuracy of +/- 6 seconds.
 CZ0498
 CZ0498.The orthometric height was determined by differential leveling
 CZ0498.and adjusted in June 1991.
 CZ0498
 CZ0498.The geoid height was determined by GEOID03.
 CZ0498
 CZ0498.The dynamic height is computed by dividing the NAVD 88
 CZ0498.geopotential number by the normal gravity value computed on the
 CZ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0498.degrees latitude (g = 980.6199 gals.).
 CZ0498
 CZ0498.The modeled gravity was interpolated from observed gravity values.
 CZ0498
 CZ0498;                    North         East    Units  Estimated Accuracy
 CZ0498;SPC AZ C     -   160,840.      281,060.      MT  (+/- 180 meters Scaled)
 CZ0498
 CZ0498                          SUPERSEDED SURVEY CONTROL
 CZ0498
 CZ0498  NGVD 29 (??/??/92)  610.449  (m)         2002.78   (f) ADJ UNCH    1 2
 CZ0498
 CZ0498.Superseded values are not recommended for survey control.
 CZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0498.See file dsdata.txt to determine how the superseded data were derived.
 CZ0498
 CZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA815901(NAD 83)
 CZ0498_MARKER: DD = SURVEY DISK
 CZ0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0498_SP_SET: CURB
 CZ0498_STAMPING: 2002.91 279+97.1
 CZ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0498+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0498
 CZ0498  HISTORY     - Date     Condition        Report By
 CZ0498  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0498  HISTORY     - 1950     GOOD             NGS
 CZ0498  HISTORY     - 1960     GOOD             NGS
 CZ0498  HISTORY     - 1980     GOOD             NGS
 CZ0498  HISTORY     - 20041216 GOOD             NGS
 CZ0498  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0498
 CZ0498                          STATION DESCRIPTION
 CZ0498
 CZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CZ0498'0.9 MI SE FROM MARANA.
 CZ0498'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0498'RAILROAD FROM THE POST OFFICE AT MARANA, AT A RAILROAD MILEAGE NUMBER
 CZ0498'963.13, AND IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0498'CONCRETE CURBING OF THE HIGHWAY BRIDGE, 21.2 FEET SOUTH OF TELEGRAPH
 CZ0498'POLE NUMBER 1, 16 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 CZ0498'BOUND TRAFFIC LANE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0498
 CZ0498                          STATION RECOVERY (1960)
 CZ0498
 CZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0498'RECOVERED IN GOOD CONDITION.
 CZ0498
 CZ0498                          STATION RECOVERY (1980)
 CZ0498
 CZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0498'33.5 KILOMETERS (20.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0498'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 963.13,
 CZ0498'AT A 4-CHANNEL CONCRETE BRIDGE UNDER THE FRONTAGE ROAD (OLD U. S.
 CZ0498'HIGHWAY 84), IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL,
 CZ0498'34.5 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 6.7 METERS
 CZ0498'(22 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND 5.0
 CZ0498'METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0498'THE MARK IS 0.4 M ABOVE THE ROAD.
 CZ0498
 CZ0498                          STATION RECOVERY (2004)
 CZ0498
 CZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0498'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0498'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
 CZ0498
 CZ0498                          STATION RECOVERY (2006)
 CZ0498
 CZ0498'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0688 ***********************************************************************
 CG0688  DESIGNATION -  2790.8
 CG0688  PID         -  CG0688
 CG0688  STATE/COUNTY-  AZ/PIMA
 CG0688  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0688
 CG0688                         *CURRENT SURVEY CONTROL
 CG0688  ___________________________________________________________________
 CG0688* NAD 83(1986)-  31 39 20.     (N)    111 42 45.     (W)     SCALED    
 CG0688* NAVD 88     -       851.25   (+/-2cm)    2792.8    (feet)  VERTCON   
 CG0688  ___________________________________________________________________
 CG0688  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0688
 CG0688.The horizontal coordinates were scaled from a topographic map and have
 CG0688.an estimated accuracy of +/- 6 seconds.
 CG0688
 CG0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0688.The vertical order pertains to the NGVD 29 superseded value.
 CG0688
 CG0688.The geoid height was determined by GEOID03.
 CG0688
 CG0688;                    North         East    Units  Estimated Accuracy
 CG0688;SPC AZ C     -    72,700.      232,720.      MT  (+/- 180 meters Scaled)
 CG0688
 CG0688                          SUPERSEDED SURVEY CONTROL
 CG0688
 CG0688  NGVD 29 (??/??/92)  850.490  (m)         2790.32   (f) ADJ UNCH    2 0
 CG0688
 CG0688.Superseded values are not recommended for survey control.
 CG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0688.See file dsdata.txt to determine how the superseded data were derived.
 CG0688
 CG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA324024(NAD 83)
 CG0688_MARKER: Q = CHISELED SQUARE
 CG0688_SETTING: 66 = SET IN ROCK OUTCROP
 CG0688_SP_SET: FLAT ROCK
 CG0688_STAMPING: USGS 2790.8
 CG0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0688+STABILITY: POSITION/ELEVATION WELL
 CG0688
 CG0688  HISTORY     - Date     Condition        Report By
 CG0688  HISTORY     - UNK      MONUMENTED       USGS
 CG0688  HISTORY     - 1952     GOOD             NGS
 CG0688  HISTORY     - 1977     GOOD             USGS
 CG0688
 CG0688                          STATION DESCRIPTION
 CG0688
 CG0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0688'6.6 MI NE FROM SAN MIGUEL.
 CG0688'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0688'MIGUEL, THENCE 2.3 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0688'A CHISELED SQUARE CUT IN THE TOP OF A SMALL FLAT ROCK, 0.15 MILE SOUTH
 CG0688'OF B.M. N 306, 0.55 MILE NORTH OF A CATTLE GUARD, 21 FEET EAST OF THE
 CG0688'CENTER LINE OF THE ROAD, 2 FEET WEST OF A STAKE WITH A METAL TAG
 CG0688'STAMPED USGS 2790.8, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CG0688
 CG0688                          STATION RECOVERY (1977)
 CG0688
 CG0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0688'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0688'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1606 ***********************************************************************
 DV1606  DESIGNATION -  28 A
 DV1606  PID         -  DV1606
 DV1606  STATE/COUNTY-  AZ/LA PAZ
 DV1606  USGS QUAD   -  HOPE SE (1990)
 DV1606
 DV1606                         *CURRENT SURVEY CONTROL
 DV1606  ___________________________________________________________________
 DV1606* NAD 83(1986)-  33 35 44.     (N)    113 31 56.     (W)     SCALED    
 DV1606* NAVD 88     -       429.50   (+/-2cm)    1409.1    (feet)  VERTCON   
 DV1606  ___________________________________________________________________
 DV1606  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1606
 DV1606.The horizontal coordinates were scaled from a topographic map and have
 DV1606.an estimated accuracy of +/- 6 seconds.
 DV1606
 DV1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1606.The vertical order pertains to the NGVD 29 superseded value.
 DV1606
 DV1606.The geoid height was determined by GEOID03.
 DV1606
 DV1606;                    North         East    Units  Estimated Accuracy
 DV1606;SPC AZ W     -   287,830.      233,570.      MT  (+/- 180 meters Scaled)
 DV1606
 DV1606                          SUPERSEDED SURVEY CONTROL
 DV1606
 DV1606  NGVD 29 (??/??/92)  428.817  (m)         1406.88   (f) ADJ UNCH    2 0
 DV1606
 DV1606.Superseded values are not recommended for survey control.
 DV1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1606.See file dsdata.txt to determine how the superseded data were derived.
 DV1606
 DV1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC650201(NAD 83)
 DV1606_MARKER: DD = SURVEY DISK
 DV1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1606_STAMPING: 28 A 1962
 DV1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1606+STABILITY: SURFACE MOTION
 DV1606
 DV1606  HISTORY     - Date     Condition        Report By
 DV1606  HISTORY     - 1962     MONUMENTED       AZHD
 DV1606  HISTORY     - 19870204 MARK NOT FOUND   USGS
 DV1606
 DV1606                          STATION DESCRIPTION
 DV1606
 DV1606'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1606'19.05 MI SE FROM SALOME.
 DV1606'0.35 MILE EAST-SOUTHEAST OF Y 396 28, AN ARIZONA HIGHWAY DEPARTMENT
 DV1606'DISK STAMPED 28 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1606'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1606'HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1606
 DV1606                          STATION RECOVERY (1987)
 DV1606
 DV1606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0818 ***********************************************************************
 FQ0818  DESIGNATION -  28 BKC
 FQ0818  PID         -  FQ0818
 FQ0818  STATE/COUNTY-  AZ/COCONINO
 FQ0818  USGS QUAD   -  WUPATKI SE (1969)
 FQ0818
 FQ0818                         *CURRENT SURVEY CONTROL
 FQ0818  ___________________________________________________________________
 FQ0818* NAD 83(1986)-  35 31 03.     (N)    111 21 59.     (W)     SCALED    
 FQ0818* NAVD 88     -      1491.245  (meters)    4892.53   (feet)  POSTED    
 FQ0818  ___________________________________________________________________
 FQ0818  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FQ0818  DYNAMIC HT  -        1489.340 (meters)    4886.28  (feet)  COMP
 FQ0818  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 FQ0818
 FQ0818  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0818
 FQ0818.The horizontal coordinates were scaled from a topographic map and have
 FQ0818.an estimated accuracy of +/- 6 seconds.
 FQ0818
 FQ0818.The orthometric height was determined by differential leveling
 FQ0818.and adjusted by the  in 1992.
 FQ0818.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0818.rate of 0.0 thru 1.0 mm/km.
 FQ0818
 FQ0818.The geoid height was determined by GEOID03.
 FQ0818
 FQ0818.The dynamic height is computed by dividing the NAVD 88
 FQ0818.geopotential number by the normal gravity value computed on the
 FQ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0818.degrees latitude (g = 980.6199 gals.).
 FQ0818
 FQ0818.The modeled gravity was interpolated from observed gravity values.
 FQ0818
 FQ0818;                    North         East    Units  Estimated Accuracy
 FQ0818;SPC AZ C     -   501,120.      263,270.      MT  (+/- 180 meters Scaled)
 FQ0818
 FQ0818                          SUPERSEDED SURVEY CONTROL
 FQ0818
 FQ0818.No superseded survey control is available for this station.
 FQ0818
 FQ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE667304(NAD 83)
 FQ0818_MARKER: DB = BENCH MARK DISK
 FQ0818_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0818_SP_SET: COPPER-CLAD STEEL ROD
 FQ0818_STAMPING: 28 BKC 1968
 FQ0818_MARK LOGO: USGS  
 FQ0818_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0818+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0818
 FQ0818  HISTORY     - Date     Condition        Report By
 FQ0818  HISTORY     - 1968     MONUMENTED       USGS
 FQ0818
 FQ0818                          STATION DESCRIPTION
 FQ0818
 FQ0818'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0818'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0818'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0818'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0818'MILES EAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, 103 FEET
 FQ0818'NORTH AND 88 FEET WEST OF THE CENTER OF THE JUNCTION, 1 FOOT EAST OF
 FQ0818'A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FQ0818'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0790 ***********************************************************************
 FQ0790  DESIGNATION -  28 HLS
 FQ0790  PID         -  FQ0790
 FQ0790  STATE/COUNTY-  AZ/NAVAJO
 FQ0790  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0790
 FQ0790                         *CURRENT SURVEY CONTROL
 FQ0790  ___________________________________________________________________
 FQ0790* NAD 83(1986)-  35 09 45.     (N)    110 05 47.     (W)     SCALED    
 FQ0790* NAVD 88     -      1664.391  (meters)    5460.59   (feet)  ADJUSTED  
 FQ0790  ___________________________________________________________________
 FQ0790  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0790  DYNAMIC HT  -        1662.151 (meters)    5453.24  (feet)  COMP
 FQ0790  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 FQ0790
 FQ0790  VERT ORDER  -  THIRD
 FQ0790
 FQ0790.The horizontal coordinates were scaled from a topographic map and have
 FQ0790.an estimated accuracy of +/- 6 seconds.
 FQ0790
 FQ0790.The orthometric height was determined by differential leveling
 FQ0790.and adjusted in June 1991.
 FQ0790
 FQ0790.The geoid height was determined by GEOID03.
 FQ0790
 FQ0790.The dynamic height is computed by dividing the NAVD 88
 FQ0790.geopotential number by the normal gravity value computed on the
 FQ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0790.degrees latitude (g = 980.6199 gals.).
 FQ0790
 FQ0790.The modeled gravity was interpolated from observed gravity values.
 FQ0790
 FQ0790;                    North         East    Units  Estimated Accuracy
 FQ0790;SPC AZ E     -   461,600.      219,760.      MT  (+/- 180 meters Scaled)
 FQ0790
 FQ0790                          SUPERSEDED SURVEY CONTROL
 FQ0790
 FQ0790.No superseded survey control is available for this station.
 FQ0790
 FQ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822914(NAD 83)
 FQ0790_MARKER: DB = BENCH MARK DISK
 FQ0790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0790_SP_SET: COPPER-CLAD STEEL ROD
 FQ0790_STAMPING: 28 HLS 1970 5458
 FQ0790_MARK LOGO: USGS  
 FQ0790_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0790+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0790
 FQ0790  HISTORY     - Date     Condition        Report By
 FQ0790  HISTORY     - 1970     MONUMENTED       USGS
 FQ0790
 FQ0790                          STATION DESCRIPTION
 FQ0790
 FQ0790'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0790'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0790'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0790'HIGHWAY 77, THENCE 0.9 MILES WEST ALONG A ROAD, 85 FEET EAST OF THE
 FQ0790'EAST BANK OF A WASH, 46 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2
 FQ0790'FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0790'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0479 ***********************************************************************
 FS0479  DESIGNATION -  28 L
 FS0479  PID         -  FS0479
 FS0479  STATE/COUNTY-  AZ/MOHAVE
 FS0479  USGS QUAD   -  MT TIPTON NW (1980)
 FS0479
 FS0479                         *CURRENT SURVEY CONTROL
 FS0479  ___________________________________________________________________
 FS0479* NAD 83(1986)-  35 40 47.     (N)    114 11 18.     (W)     SCALED    
 FS0479* NAVD 88     -      1004.279  (meters)    3294.87   (feet)  POSTED    
 FS0479  ___________________________________________________________________
 FS0479  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FS0479  DYNAMIC HT  -        1003.140 (meters)    3291.14  (feet)  COMP
 FS0479  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 FS0479
 FS0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0479
 FS0479.The horizontal coordinates were scaled from a topographic map and have
 FS0479.an estimated accuracy of +/- 6 seconds.
 FS0479
 FS0479.The orthometric height was determined by differential leveling
 FS0479.and adjusted by the  in 1992.
 FS0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0479.rate of 0.0 thru 1.0 mm/km.
 FS0479
 FS0479.The geoid height was determined by GEOID03.
 FS0479
 FS0479.The dynamic height is computed by dividing the NAVD 88
 FS0479.geopotential number by the normal gravity value computed on the
 FS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0479.degrees latitude (g = 980.6199 gals.).
 FS0479
 FS0479.The modeled gravity was interpolated from observed gravity values.
 FS0479
 FS0479;                    North         East    Units  Estimated Accuracy
 FS0479;SPC AZ W     -   519,090.      173,680.      MT  (+/- 180 meters Scaled)
 FS0479
 FS0479                          SUPERSEDED SURVEY CONTROL
 FS0479
 FS0479  NGVD 29 (??/??/92) 1003.510  (m)         3292.35   (f) ADJ UNCH    1 1
 FS0479
 FS0479.Superseded values are not recommended for survey control.
 FS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0479.See file dsdata.txt to determine how the superseded data were derived.
 FS0479
 FS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV544520(NAD 83)
 FS0479_MARKER: DD = SURVEY DISK
 FS0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0479_STAMPING: 28 L 1938
 FS0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0479+STABILITY: SURFACE MOTION
 FS0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0479+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FS0479
 FS0479  HISTORY     - Date     Condition        Report By
 FS0479  HISTORY     - 1938     MONUMENTED       USGS
 FS0479  HISTORY     - 1950     GOOD             NGS
 FS0479  HISTORY     - 20051019 GOOD             NGS
 FS0479
 FS0479                          STATION DESCRIPTION
 FS0479
 FS0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0479'25.4 MI N FROM GRASSHOPPER JUNCTION.
 FS0479'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0479'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 14.4 MILES
 FS0479'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.25 MILE
 FS0479'NORTHEAST OF A CATTLE GUARD, 47 FEET SOUTHEAST OF THE CENTER LINE
 FS0479'OF THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 FS0479'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0479'0.7 FOOT ABOVE THE GROUND.
 FS0479
 FS0479                          STATION RECOVERY (2005)
 FS0479
 FS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0479'PIERCE FERRY ROAD (=MOHAVE COUNTY 25) IS NOW A PAVED TWO-LANE ROAD.
 FS0479'MARK IS AT MILEPOST 14.2 (MILES NE OF ROUTE US 93).  MARK IS 0.8 M SW
 FS0479'OF A WITNESS POST AND 0.7 M NE OF WITNESS POST WITH ELEVATION '3292'
 FS0479'STAMPED ON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0638 ***********************************************************************
 ET0638  DESIGNATION -  2809.61
 ET0638  PID         -  ET0638
 ET0638  STATE/COUNTY-  AZ/YAVAPAI
 ET0638  USGS QUAD   -  THORN PEAK (1967)
 ET0638
 ET0638                         *CURRENT SURVEY CONTROL
 ET0638  ___________________________________________________________________
 ET0638* NAD 83(1986)-  34 28 46.     (N)    113 12 14.     (W)     SCALED    
 ET0638* NAVD 88     -       857.038  (meters)    2811.80   (feet)  POSTED    
 ET0638  ___________________________________________________________________
 ET0638  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 ET0638  DYNAMIC HT  -         856.000 (meters)    2808.39  (feet)  COMP
 ET0638  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 ET0638
 ET0638  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0638
 ET0638.The horizontal coordinates were scaled from a topographic map and have
 ET0638.an estimated accuracy of +/- 6 seconds.
 ET0638
 ET0638.The orthometric height was determined by differential leveling
 ET0638.and adjusted in November 2005.
 ET0638.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0638.rate of 3.1 thru 4.0 mm/km.
 ET0638
 ET0638.The geoid height was determined by GEOID03.
 ET0638
 ET0638.The dynamic height is computed by dividing the NAVD 88
 ET0638.geopotential number by the normal gravity value computed on the
 ET0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0638.degrees latitude (g = 980.6199 gals.).
 ET0638
 ET0638.The modeled gravity was interpolated from observed gravity values.
 ET0638
 ET0638;                    North         East    Units  Estimated Accuracy
 ET0638;SPC AZ C     -   386,580.       95,120.      MT  (+/- 180 meters Scaled)
 ET0638
 ET0638                          SUPERSEDED SURVEY CONTROL
 ET0638
 ET0638  NGVD 29 (??/??/92)  856.318  (m)         2809.44   (f) ADJ UNCH    1 2
 ET0638
 ET0638.Superseded values are not recommended for survey control.
 ET0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0638.See file dsdata.txt to determine how the superseded data were derived.
 ET0638
 ET0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD976175(NAD 83)
 ET0638_MARKER: Q = CHISELED SQUARE
 ET0638_SETTING: 66 = SET IN ROCK OUTCROP
 ET0638_SP_SET: BEDROCK
 ET0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0638+STABILITY: POSITION/ELEVATION WELL
 ET0638
 ET0638  HISTORY     - Date     Condition        Report By
 ET0638  HISTORY     - UNK      MONUMENTED       USGS
 ET0638  HISTORY     - 1950     GOOD             NGS
 ET0638
 ET0638                          STATION DESCRIPTION
 ET0638
 ET0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0638'12.8 MI S FROM BAGDAD.
 ET0638'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0638'AT BAGDAD, THENCE 6.0 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT A
 ET0638'POINT WHERE A SMALL WASH CROSSES THE ROAD, ALONG THE SOUTH EDGE OF THE
 ET0638'WASH, ON THE TOP OF A SMALL BENCH IN BEDROCK, 40 FEET WEST OF A
 ET0638'15-INCH BRUSHY MESQUITE TREE, 31 FEET SOUTH OF THE CENTER LINE OF THE
 ET0638'ROAD, 5 FEET NORTH OF A WHITE PAINTED CAIRN, AND ABOUT LEVELL WITH THE
 ET0638'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0563 ***********************************************************************
 CY0563  DESIGNATION -  2813
 CY0563  PID         -  CY0563
 CY0563  STATE/COUNTY-  AZ/GRAHAM
 CY0563  USGS QUAD   -  PIMA (1985)
 CY0563
 CY0563                         *CURRENT SURVEY CONTROL
 CY0563  ___________________________________________________________________
 CY0563* NAD 83(1986)-  32 55 01.     (N)    109 51 44.     (W)     SCALED    
 CY0563* NAVD 88     -       857.751  (meters)    2814.14   (feet)  ADJUSTED  
 CY0563  ___________________________________________________________________
 CY0563  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0563  DYNAMIC HT  -         856.560 (meters)    2810.23  (feet)  COMP
 CY0563  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 CY0563
 CY0563  VERT ORDER  -  FIRST     CLASS II
 CY0563
 CY0563.The horizontal coordinates were scaled from a topographic map and have
 CY0563.an estimated accuracy of +/- 6 seconds.
 CY0563
 CY0563.The orthometric height was determined by differential leveling
 CY0563.and adjusted in June 1991.
 CY0563
 CY0563.The geoid height was determined by GEOID03.
 CY0563
 CY0563.The dynamic height is computed by dividing the NAVD 88
 CY0563.geopotential number by the normal gravity value computed on the
 CY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0563.degrees latitude (g = 980.6199 gals.).
 CY0563
 CY0563.The modeled gravity was interpolated from observed gravity values.
 CY0563
 CY0563;                    North         East    Units  Estimated Accuracy
 CY0563;SPC AZ E     -   212,580.      241,840.      MT  (+/- 180 meters Scaled)
 CY0563
 CY0563                          SUPERSEDED SURVEY CONTROL
 CY0563
 CY0563  NGVD 29 (??/??/92)  857.166  (m)         2812.22   (f) ADJ UNCH    1 2
 CY0563
 CY0563.Superseded values are not recommended for survey control.
 CY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0563.See file dsdata.txt to determine how the superseded data were derived.
 CY0563
 CY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB063426(NAD 83)
 CY0563_MARKER: P = PIPE CAP
 CY0563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0563_STAMPING: 2812.219 PHNX
 CY0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0563
 CY0563  HISTORY     - Date     Condition        Report By
 CY0563  HISTORY     - UNK      MONUMENTED       USGS
 CY0563  HISTORY     - 1932     GOOD             NGS
 CY0563  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0563
 CY0563                          STATION DESCRIPTION
 CY0563
 CY0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0563'IN GLENBAR.
 CY0563'ON SOUTHERN PACIFIC RIGHT OF WAY, 100 FT. SOUTHWEST OF GLENBAR POST
 CY0563'OFFICE, 30 FT. NORTHEAST OF RAILROAD CENTER LINE, 95 FT. EAST OF
 CY0563'RAILROAD CROSSING, 20 FT. SOUTHWEST OF PAVED HIGHWAY CENTER LINE.
 CY0563
 CY0563                          STATION RECOVERY (1958)
 CY0563
 CY0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0063 ***********************************************************************
 DA0063  DESIGNATION -  2827.5
 DA0063  PID         -  DA0063
 DA0063  STATE/COUNTY-  AZ/MARICOPA
 DA0063  USGS QUAD   -  KAKA NW (1986)
 DA0063
 DA0063                         *CURRENT SURVEY CONTROL
 DA0063  ___________________________________________________________________
 DA0063* NAD 83(1986)-  32 44 31.     (N)    112 23 08.     (W)     SCALED    
 DA0063* NAVD 88     -       862.45   (+/-2cm)    2829.6    (feet)  VERTCON   
 DA0063  ___________________________________________________________________
 DA0063  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0063
 DA0063.The horizontal coordinates were scaled from a topographic map and have
 DA0063.an estimated accuracy of +/- 6 seconds.
 DA0063
 DA0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0063.The vertical order pertains to the NGVD 29 superseded value.
 DA0063
 DA0063.The geoid height was determined by GEOID03.
 DA0063
 DA0063;                    North         East    Units  Estimated Accuracy
 DA0063;SPC AZ C     -   193,230.      169,420.      MT  (+/- 180 meters Scaled)
 DA0063
 DA0063                          SUPERSEDED SURVEY CONTROL
 DA0063
 DA0063  NGVD 29 (??/??/92)  861.720  (m)         2827.16   (f) ADJ UNCH    2 0
 DA0063
 DA0063.Superseded values are not recommended for survey control.
 DA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0063.See file dsdata.txt to determine how the superseded data were derived.
 DA0063
 DA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB701235(NAD 83)
 DA0063_MARKER: Q = CHISELED SQUARE
 DA0063_SETTING: 66 = SET IN ROCK OUTCROP
 DA0063_SP_SET: ROCK OUTCROP
 DA0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0063+STABILITY: POSITION/ELEVATION WELL
 DA0063
 DA0063  HISTORY     - Date     Condition        Report By
 DA0063  HISTORY     - UNK      MONUMENTED       USGS
 DA0063  HISTORY     - 1952     GOOD             NGS
 DA0063
 DA0063                          STATION DESCRIPTION
 DA0063
 DA0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0063'3.1 MI NW FROM STOUTS WELL.
 DA0063'3.1 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0063'AT A POINT WHERE THE ROAD FOLLOWS A WASH, A CHISELED SQUARE IN THE TOP
 DA0063'OF A 3 FEET SQUARE ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE BOTTOM OF
 DA0063'THE WASH, 7 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 DA0063'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0695 ***********************************************************************
 CG0695  DESIGNATION -  2828.5
 CG0695  PID         -  CG0695
 CG0695  STATE/COUNTY-  AZ/PIMA
 CG0695  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0695
 CG0695                         *CURRENT SURVEY CONTROL
 CG0695  ___________________________________________________________________
 CG0695* NAD 83(1986)-  31 36 35.     (N)    111 41 44.     (W)     SCALED    
 CG0695* NAVD 88     -       862.73   (+/-2cm)    2830.5    (feet)  VERTCON   
 CG0695  ___________________________________________________________________
 CG0695  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0695
 CG0695.The horizontal coordinates were scaled from a topographic map and have
 CG0695.an estimated accuracy of +/- 6 seconds.
 CG0695
 CG0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0695.The vertical order pertains to the NGVD 29 superseded value.
 CG0695
 CG0695.The geoid height was determined by GEOID03.
 CG0695
 CG0695;                    North         East    Units  Estimated Accuracy
 CG0695;SPC AZ C     -    67,620.      234,340.      MT  (+/- 180 meters Scaled)
 CG0695
 CG0695                          SUPERSEDED SURVEY CONTROL
 CG0695
 CG0695  NGVD 29 (??/??/92)  861.963  (m)         2827.96   (f) ADJ UNCH    2 0
 CG0695
 CG0695.Superseded values are not recommended for survey control.
 CG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0695.See file dsdata.txt to determine how the superseded data were derived.
 CG0695
 CG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV340973(NAD 83)
 CG0695_MARKER: Q = CHISELED SQUARE
 CG0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0695_SP_SET: TREE
 CG0695_STAMPING: 2828.5
 CG0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0695
 CG0695  HISTORY     - Date     Condition        Report By
 CG0695  HISTORY     - UNK      MONUMENTED       USGS
 CG0695  HISTORY     - 1952     GOOD             NGS
 CG0695
 CG0695                          STATION DESCRIPTION
 CG0695
 CG0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0695'6.05 MI E FROM SAN MIGUEL.
 CG0695'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0695'MIGUEL TO A Y JUNCTION, THENCE 1.75 MILES SOUTHEAST ALONG THE
 CG0695'BABOQUIVARI FOOT HILLS ROAD, AT A SMALL WASH CROSSING THE ROAD, A
 CG0695'CHISELED SQUARE CUT IN THE TOP OF A SMALL BOULDER, 80.2 FEET SOUTH OF
 CG0695'THE B.M. Q 306, 29 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 33
 CG0695'FEET NORTH OF THE CENTER OF A SMALL WASH, ABOUT 1 1/2 FEET HIGHER THAN
 CG0695'THE ROAD, A METAL TAG ON A MESQUITE TREE STAMPED 2828.5 EAST OF THE
 CG0695'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0154 ***********************************************************************
 DB0154  DESIGNATION -  283.10
 DB0154  PID         -  DB0154
 DB0154  STATE/COUNTY-  AZ/YUMA
 DB0154  USGS QUAD   -  WELLTON (1982)
 DB0154
 DB0154                         *CURRENT SURVEY CONTROL
 DB0154  ___________________________________________________________________
 DB0154* NAD 83(1986)-  32 39 17.     (N)    114 08 33.     (W)     SCALED    
 DB0154* NAVD 88     -        86.93   (+/-2cm)     285.2    (feet)  VERTCON   
 DB0154  ___________________________________________________________________
 DB0154  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0154
 DB0154.The horizontal coordinates were scaled from a topographic map and have
 DB0154.an estimated accuracy of +/- 6 seconds.
 DB0154
 DB0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0154.The vertical order pertains to the NGVD 29 superseded value.
 DB0154
 DB0154.The geoid height was determined by GEOID03.
 DB0154
 DB0154;                    North         East    Units  Estimated Accuracy
 DB0154;SPC AZ W     -   183,540.      176,540.      MT  (+/- 180 meters Scaled)
 DB0154
 DB0154                          SUPERSEDED SURVEY CONTROL
 DB0154
 DB0154  NGVD 29 (??/??/??)   86.297  (m)          283.13   (f) ADJUSTED    2 0
 DB0154
 DB0154.Superseded values are not recommended for survey control.
 DB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0154.See file dsdata.txt to determine how the superseded data were derived.
 DB0154
 DB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680166(NAD 83)
 DB0154_MARKER: DD = SURVEY DISK
 DB0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0154_SP_SET: BRIDGE
 DB0154_STAMPING: 283.10
 DB0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0154
 DB0154  HISTORY     - Date     Condition        Report By
 DB0154  HISTORY     - UNK      MONUMENTED       BOR
 DB0154  HISTORY     - 1962     GOOD             NGS
 DB0154  HISTORY     - 20090207 MARK NOT FOUND   GEOCAC
 DB0154
 DB0154                          STATION DESCRIPTION
 DB0154
 DB0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0154'1.2 MI S FROM WELLTON.
 DB0154'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0154'PACIFIC RAILROAD STATION AT WELLTON, THENCE 0.95 MILE SOUTH ALONG
 DB0154'A GRAVELED ROAD, 66 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 DB0154'ROAD, 22 FEET WEST OF THE CENTER LINE OF A LARGE IRRIGATION
 DB0154'DITCH, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD,
 DB0154'SET IN THE TOP AND CENTER OF A CONCRETE HEADWALL OVER AN IRRIGATION
 DB0154'DITCH WHICH LEADS WESTERLY FROM THE LARGE IRRIGATION DITCH.
 DB0154
 DB0154                          STATION RECOVERY (2009)
 DB0154
 DB0154'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0154'A SUBDIVISION HAS BEEN DEVELOPED DIRECTLY WEST OF THE MARK'S LOCATION
 DB0154'AND THE AREA BETWEEN
 DB0154'THE ROAD AND THE SUBDIVISION HAS BEEN LANDSCAPED. IT APPEARS THAT THE
 DB0154'CONCRETE HEADWALL
 DB0154'WOULD HAVE BEEN WITHIN THE SUBDIVISION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0122 ***********************************************************************
 CZ0122  DESIGNATION -  2835
 CZ0122  PID         -  CZ0122
 CZ0122  STATE/COUNTY-  AZ/PIMA
 CZ0122  USGS QUAD   -  ORO VALLEY (1981)
 CZ0122
 CZ0122                         *CURRENT SURVEY CONTROL
 CZ0122  ___________________________________________________________________
 CZ0122* NAD 83(1986)-  32 26 25.     (N)    110 56 05.     (W)     SCALED    
 CZ0122* NAVD 88     -       868.54   (+/-2cm)    2849.5    (feet)  VERTCON   
 CZ0122  ___________________________________________________________________
 CZ0122  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CZ0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0122
 CZ0122.The horizontal coordinates were scaled from a topographic map and have
 CZ0122.an estimated accuracy of +/- 6 seconds.
 CZ0122
 CZ0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0122.The vertical order pertains to the NGVD 29 superseded value.
 CZ0122
 CZ0122.The geoid height was determined by GEOID03.
 CZ0122
 CZ0122;                    North         East    Units  Estimated Accuracy
 CZ0122;SPC AZ C     -   160,110.      305,690.      MT  (+/- 180 meters Scaled)
 CZ0122
 CZ0122                          SUPERSEDED SURVEY CONTROL
 CZ0122
 CZ0122  NGVD 29 (??/??/92)  867.844  (m)         2847.25   (f) ADJ UNCH    2 0
 CZ0122
 CZ0122.Superseded values are not recommended for survey control.
 CZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0122.See file dsdata.txt to determine how the superseded data were derived.
 CZ0122
 CZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA061892(NAD 83)
 CZ0122_MARKER: P = PIPE CAP
 CZ0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0122_STAMPING: 2835 NOGLS
 CZ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0122
 CZ0122  HISTORY     - Date     Condition        Report By
 CZ0122  HISTORY     - UNK      MONUMENTED       USGS
 CZ0122  HISTORY     - 1934     GOOD             NGS
 CZ0122
 CZ0122                          STATION DESCRIPTION
 CZ0122
 CZ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0122'16.4 MI N FROM TUCSON.
 CZ0122'16.4 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TUCSON,
 CZ0122'PIMA COUNTY, 1.5 MILES NORTH OF CATALINA SCHOOL, ON A RIDGE, AND 20
 CZ0122'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 CZ0122'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2835 NOGLS AND RIVETED ON THE
 CZ0122'TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0683 ***********************************************************************
 CG0683  DESIGNATION -  2835.7
 CG0683  PID         -  CG0683
 CG0683  STATE/COUNTY-  AZ/PIMA
 CG0683  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0683
 CG0683                         *CURRENT SURVEY CONTROL
 CG0683  ___________________________________________________________________
 CG0683* NAD 83(1986)-  31 41 03.     (N)    111 42 26.     (W)     SCALED    
 CG0683* NAVD 88     -       864.94   (+/-2cm)    2837.7    (feet)  VERTCON   
 CG0683  ___________________________________________________________________
 CG0683  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CG0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0683
 CG0683.The horizontal coordinates were scaled from a topographic map and have
 CG0683.an estimated accuracy of +/- 6 seconds.
 CG0683
 CG0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0683.The vertical order pertains to the NGVD 29 superseded value.
 CG0683
 CG0683.The geoid height was determined by GEOID03.
 CG0683
 CG0683;                    North         East    Units  Estimated Accuracy
 CG0683;SPC AZ C     -    75,870.      233,220.      MT  (+/- 180 meters Scaled)
 CG0683
 CG0683                          SUPERSEDED SURVEY CONTROL
 CG0683
 CG0683  NGVD 29 (??/??/92)  864.178  (m)         2835.22   (f) ADJ UNCH    2 0
 CG0683
 CG0683.Superseded values are not recommended for survey control.
 CG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0683.See file dsdata.txt to determine how the superseded data were derived.
 CG0683
 CG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA329056(NAD 83)
 CG0683_MARKER: N = NAIL
 CG0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0683_SP_SET: TREE
 CG0683_STAMPING: 2835.7
 CG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0683
 CG0683  HISTORY     - Date     Condition        Report By
 CG0683  HISTORY     - UNK      MONUMENTED       USGS
 CG0683  HISTORY     - 1952     GOOD             NGS
 CG0683  HISTORY     - 1977     POOR             USGS
 CG0683
 CG0683                          STATION DESCRIPTION
 CG0683
 CG0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0683'8.8 MI NE FROM SAN MIGUEL.
 CG0683'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0683'MIGUEL, THENCE 4.5 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0683'AND SET IN THE TOP OF THE WEST ROOT OF A MESQUITE TREE, 126 1/2 FEET
 CG0683'NORTHEAST OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 28
 CG0683'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET EAST OF A
 CG0683'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND A METAL ON THE TREE
 CG0683'STAMPED 2835.7.
 CG0683
 CG0683                          STATION RECOVERY (1977)
 CG0683
 CG0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0683'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0532 ***********************************************************************
 CZ0532  DESIGNATION -  284+14.3
 CZ0532  PID         -  CZ0532
 CZ0532  STATE/COUNTY-  AZ/PIMA
 CZ0532  USGS QUAD   -  JAYNES (1992)
 CZ0532
 CZ0532                         *CURRENT SURVEY CONTROL
 CZ0532  ___________________________________________________________________
 CZ0532* NAD 83(1986)-  32 21 51.     (N)    111 05 38.     (W)     SCALED    
 CZ0532* NAVD 88     -       655.235  (meters)    2149.72   (feet)  ADJUSTED  
 CZ0532  ___________________________________________________________________
 CZ0532  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0532  DYNAMIC HT  -         654.355 (meters)    2146.83  (feet)  COMP
 CZ0532  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 CZ0532
 CZ0532  VERT ORDER  -  FIRST     CLASS II
 CZ0532
 CZ0532.The horizontal coordinates were scaled from a topographic map and have
 CZ0532.an estimated accuracy of +/- 6 seconds.
 CZ0532
 CZ0532.The orthometric height was determined by differential leveling
 CZ0532.and adjusted in June 1991.
 CZ0532
 CZ0532.The geoid height was determined by GEOID03.
 CZ0532
 CZ0532.The dynamic height is computed by dividing the NAVD 88
 CZ0532.geopotential number by the normal gravity value computed on the
 CZ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0532.degrees latitude (g = 980.6199 gals.).
 CZ0532
 CZ0532.The modeled gravity was interpolated from observed gravity values.
 CZ0532
 CZ0532;                    North         East    Units  Estimated Accuracy
 CZ0532;SPC AZ C     -   151,540.      290,790.      MT  (+/- 180 meters Scaled)
 CZ0532
 CZ0532                          SUPERSEDED SURVEY CONTROL
 CZ0532
 CZ0532  NGVD 29 (??/??/92)  654.576  (m)         2147.55   (f) ADJ UNCH    1 2
 CZ0532
 CZ0532.Superseded values are not recommended for survey control.
 CZ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0532.See file dsdata.txt to determine how the superseded data were derived.
 CZ0532
 CZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA911808(NAD 83)
 CZ0532_MARKER: DD = SURVEY DISK
 CZ0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0532_SP_SET: CULVERT
 CZ0532_STAMPING: 2148.04 1930 284+14.3
 CZ0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0532+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0532
 CZ0532  HISTORY     - Date     Condition        Report By
 CZ0532  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0532  HISTORY     - 1951     GOOD             NGS
 CZ0532  HISTORY     - 1971     GOOD             AZDT
 CZ0532  HISTORY     - 1980     GOOD             NGS
 CZ0532  HISTORY     - 19970309 GOOD             USPSQD
 CZ0532  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0532
 CZ0532                          STATION DESCRIPTION
 CZ0532
 CZ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0532'0.7 MI NW FROM CORTARO.
 CZ0532'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0532'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT
 CZ0532'RAILROAD MILEAGE 971.55, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0532'NORTHEAST HEADWALL OF A BOX-TYPE CONCRETE HIGHWAY CULVERT, 21.5 FEET
 CZ0532'SOUTH OF TELEGRAPH POLE 11365, 16 1/2 FEET NORTHEAST OF THE HIGHWAY
 CZ0532'CENTERLINE AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0532
 CZ0532                          STATION RECOVERY (1971)
 CZ0532
 CZ0532'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1971
 CZ0532'RECOVERED IN GOOD CONDITION.
 CZ0532
 CZ0532                          STATION RECOVERY (1980)
 CZ0532
 CZ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0532'19.8 KILOMETERS (12.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0532'RAILROAD FROM THE STATION AT TUCSON, 0.6 KILOMETER (0.4 MILE)
 CZ0532'NORTHWEST OF THE INTERSECTION OF THE FRONTAGE ROAD AND CORTARO,
 CZ0532'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT
 CZ0532'UNDER THE FRONTAGE ROAD, 37.8 METERS (124 FEET) SOUTHWEST OF THE
 CZ0532'SOUTHWEST RAIL OF THE RAILROAD TRACK AND 4.9 METERS (16 FEET)
 CZ0532'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0532'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0532
 CZ0532                          STATION RECOVERY (1997)
 CZ0532
 CZ0532'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0532'RECOVERED IN GOOD CONDITION.
 CZ0532
 CZ0532                          STATION RECOVERY (2006)
 CZ0532
 CZ0532'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0295 ***********************************************************************
 CG0295  DESIGNATION -  2845.45
 CG0295  PID         -  CG0295
 CG0295  STATE/COUNTY-  AZ/PIMA
 CG0295  USGS QUAD   -  GREEN VALLEY (1981)
 CG0295
 CG0295                         *CURRENT SURVEY CONTROL
 CG0295  ___________________________________________________________________
 CG0295* NAD 83(1986)-  31 51 10.     (N)    110 58 39.     (W)     SCALED    
 CG0295* NAVD 88     -       871.815  (meters)    2860.28   (feet)  ADJUSTED  
 CG0295  ___________________________________________________________________
 CG0295  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0295  DYNAMIC HT  -         870.548 (meters)    2856.12  (feet)  COMP
 CG0295  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 CG0295
 CG0295  VERT ORDER  -  FIRST     CLASS II
 CG0295
 CG0295.The horizontal coordinates were scaled from a topographic map and have
 CG0295.an estimated accuracy of +/- 6 seconds.
 CG0295
 CG0295.The orthometric height was determined by differential leveling
 CG0295.and adjusted in June 1991.
 CG0295
 CG0295.The geoid height was determined by GEOID03.
 CG0295
 CG0295.The dynamic height is computed by dividing the NAVD 88
 CG0295.geopotential number by the normal gravity value computed on the
 CG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0295.degrees latitude (g = 980.6199 gals.).
 CG0295
 CG0295.The modeled gravity was interpolated from observed gravity values.
 CG0295
 CG0295;                    North         East    Units  Estimated Accuracy
 CG0295;SPC AZ C     -    94,930.      302,240.      MT  (+/- 180 meters Scaled)
 CG0295
 CG0295                          SUPERSEDED SURVEY CONTROL
 CG0295
 CG0295  NGVD 29 (??/??/92)  871.078  (m)         2857.86   (f) ADJ UNCH    1 2
 CG0295
 CG0295.Superseded values are not recommended for survey control.
 CG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0295.See file dsdata.txt to determine how the superseded data were derived.
 CG0295
 CG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA021241(NAD 83)
 CG0295_MARKER: DD = SURVEY DISK
 CG0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0295_SP_SET: BRIDGE
 CG0295_STAMPING: 2845.45 30 98+25.5
 CG0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0295+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0295
 CG0295  HISTORY     - Date     Condition        Report By
 CG0295  HISTORY     - UNK      MONUMENTED       AZHD
 CG0295  HISTORY     - 1953     GOOD             NGS
 CG0295  HISTORY     - 1979     GOOD             USGS
 CG0295  HISTORY     - 1980     GOOD             NGS
 CG0295  HISTORY     - 20060316 GOOD             USPSQD
 CG0295
 CG0295                          STATION DESCRIPTION
 CG0295
 CG0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0295'0.2 MI W FROM CONTINENTAL.
 CG0295'0.2 MILE WEST ALONG ABANDONED FORMER U. S. HIGHWAY 89 FROM THE STORE
 CG0295'AND SERVICE STATION AT CONTINENTAL, AT A CONCRETE BRIDGE OVER SANTA
 CG0295'CRUZ RIVER, IN THE TOP OF THE SOUTHEAST CONCRETE GUARDRAIL, 27.8 FEET
 CG0295'SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL, 13 FEET SOUTHEAST OF
 CG0295'THE CENTER LINE OF THE FORMER HIGHWAY, AND ABOUT 3 FEET HIGHER THAN
 CG0295'THE HIGHWAY.
 CG0295
 CG0295                          STATION RECOVERY (1979)
 CG0295
 CG0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0295'THIS BENCH MARK IS STAMPED 2845.45 1930 AND 98 & 25.5 ARIZONA HIGHWAY
 CG0295'DEPT. THIS IS ONE AND THE SAME BENCH MARK. LINE 105 IS LISTED (98 &
 CG0295'25.5 LINE 104 IS LISTED 2845.45 1930 AND 98 & 25.5. THE LATEST
 CG0295'ELEVATION 1962 HAS BEEN LISTED.
 CG0295
 CG0295                          STATION RECOVERY (1980)
 CG0295
 CG0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0295'1.5 KILOMETERS (0.95 MILE) EAST ALONG CONTINENTAL ROAD FROM
 CG0295'THE INTERSTATE 19 OVERPASS BRIDGE AT CONTINENTAL, SET IN TOP
 CG0295'OF THE EAST END OF THE CONCRETE GUARD RAIL FOR A BRIDGE OVER
 CG0295'THE SANTA CRUZ RIVER, 0.5 KILOMETER (0.35 MILE) WEST OF BENCH
 CG0295'MARK H 399, 8.4 METERS (27.8 FEET) WEST OF THE EAST END OF THE
 CG0295'GUARD RAIL, 3.8 METERS (12.7 FEET) SOUTH OF THE ROAD CENTER-
 CG0295'LINE.
 CG0295'THE MARK IS 0.9 M ABOVE THE ROAD.
 CG0295
 CG0295                          STATION RECOVERY (2006)
 CG0295
 CG0295'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0295'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0590 ***********************************************************************
 FS0590  DESIGNATION -  2847.41
 FS0590  PID         -  FS0590
 FS0590  STATE/COUNTY-  AZ/MOHAVE
 FS0590  USGS QUAD   -  KINGMAN (1980)
 FS0590
 FS0590                         *CURRENT SURVEY CONTROL
 FS0590  ___________________________________________________________________
 FS0590* NAD 83(1986)-  35 07 40.     (N)    114 06 28.     (W)     SCALED    
 FS0590* NAVD 88     -       868.689  (meters)    2850.02   (feet)  POSTED    
 FS0590  ___________________________________________________________________
 FS0590  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FS0590  DYNAMIC HT  -         867.690 (meters)    2846.75  (feet)  COMP
 FS0590  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 FS0590
 FS0590  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0590
 FS0590.The horizontal coordinates were scaled from a topographic map and have
 FS0590.an estimated accuracy of +/- 6 seconds.
 FS0590
 FS0590.The orthometric height was determined by differential leveling
 FS0590.and adjusted by the  in 1992.
 FS0590.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0590.rate of 2.1 thru 3.0 mm/km.
 FS0590
 FS0590.The geoid height was determined by GEOID03.
 FS0590
 FS0590.The dynamic height is computed by dividing the NAVD 88
 FS0590.geopotential number by the normal gravity value computed on the
 FS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0590.degrees latitude (g = 980.6199 gals.).
 FS0590
 FS0590.The modeled gravity was interpolated from observed gravity values.
 FS0590
 FS0590;                    North         East    Units  Estimated Accuracy
 FS0590;SPC AZ W     -   457,820.      180,750.      MT  (+/- 180 meters Scaled)
 FS0590
 FS0590                          SUPERSEDED SURVEY CONTROL
 FS0590
 FS0590  NGVD 29 (??/??/92)  867.927  (m)         2847.52   (f) ADJ UNCH    2 0
 FS0590
 FS0590.Superseded values are not recommended for survey control.
 FS0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0590.See file dsdata.txt to determine how the superseded data were derived.
 FS0590
 FS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU635910(NAD 83)
 FS0590_MARKER: DD = SURVEY DISK
 FS0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0590_SP_SET: CULVERT
 FS0590_STAMPING: 2847.41 2303X57 1951
 FS0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0590
 FS0590  HISTORY     - Date     Condition        Report By
 FS0590  HISTORY     - 1951     MONUMENTED       AZHD
 FS0590  HISTORY     - 1961     GOOD             NGS
 FS0590  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0590
 FS0590                          STATION DESCRIPTION
 FS0590
 FS0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0590'6 MI SSW FROM KINGMAN.
 FS0590'ABOUT 5.95 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0590'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0590'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 FS0590'OF A 40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 24 FEET
 FS0590'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT
 FS0590'BELOW THE LEVEL OF THE HIGHWAY.
 FS0590
 FS0590                          STATION RECOVERY (1981)
 FS0590
 FS0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0590'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0264 ***********************************************************************
 ES0264  DESIGNATION -  2856
 ES0264  PID         -  ES0264
 ES0264  STATE/COUNTY-  AZ/GILA
 ES0264  USGS QUAD   -  GISELA (1972)
 ES0264
 ES0264                         *CURRENT SURVEY CONTROL
 ES0264  ___________________________________________________________________
 ES0264* NAD 83(1986)-  34 01 01.     (N)    111 18 54.     (W)     SCALED    
 ES0264* NAVD 88     -       871.148  (meters)    2858.09   (feet)  ADJUSTED  
 ES0264  ___________________________________________________________________
 ES0264  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 ES0264  DYNAMIC HT  -         870.042 (meters)    2854.46  (feet)  COMP
 ES0264  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 ES0264
 ES0264  VERT ORDER  -  FIRST     CLASS II
 ES0264
 ES0264.The horizontal coordinates were scaled from a topographic map and have
 ES0264.an estimated accuracy of +/- 6 seconds.
 ES0264
 ES0264.The orthometric height was determined by differential leveling
 ES0264.and adjusted in June 1991.
 ES0264
 ES0264.The geoid height was determined by GEOID03.
 ES0264
 ES0264.The dynamic height is computed by dividing the NAVD 88
 ES0264.geopotential number by the normal gravity value computed on the
 ES0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0264.degrees latitude (g = 980.6199 gals.).
 ES0264
 ES0264.The modeled gravity was interpolated from observed gravity values.
 ES0264
 ES0264;                    North         East    Units  Estimated Accuracy
 ES0264;SPC AZ E     -   335,130.      107,300.      MT  (+/- 180 meters Scaled)
 ES0264
 ES0264                          SUPERSEDED SURVEY CONTROL
 ES0264
 ES0264  NGVD 29 (??/??/92)  870.538  (m)         2856.09   (f) ADJ UNCH    1 2
 ES0264
 ES0264.Superseded values are not recommended for survey control.
 ES0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0264.See file dsdata.txt to determine how the superseded data were derived.
 ES0264
 ES0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709640(NAD 83)
 ES0264_MARKER: Q = CHISELED SQUARE
 ES0264_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0264_SP_SET: UNSPEC ROCK
 ES0264_STAMPING: U.S.G.S. 2856 1933
 ES0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0264
 ES0264  HISTORY     - Date     Condition        Report By
 ES0264  HISTORY     - 1933     MONUMENTED       USGS
 ES0264  HISTORY     - 1933     GOOD             NGS
 ES0264  HISTORY     - 20080307 MARK NOT FOUND   GEOCAC
 ES0264
 ES0264                          STATION DESCRIPTION
 ES0264
 ES0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0264'18.8 MI S FROM PAYSON.
 ES0264'18.8 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0264'OFFICE AT PAYSON, GILA COUNTY, 0.6 MILE NORTH OF THE FELTON SERVICE
 ES0264'STATION, 750 FEET NORTH OF A WOODEN BRIDGE, 36 FEET EAST OF THE
 ES0264'CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A ROCK.  A SQUARE,
 ES0264'PAINTED WHITE.
 ES0264
 ES0264                          STATION RECOVERY (2008)
 ES0264
 ES0264'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0264'DID NOT FIND THE MARK. THE WOODEN BRIDGE IS GONE, BUT APPROXIMATELY
 ES0264'750 FEET NORTH OF A WASH ON FR 184 IS A HEAVILY GRADED INTERSECTION
 ES0264'WITH ANOTHER DIRT ROAD AND A NEW TELEPHONE POLE. SEARCHED THE AREA BY
 ES0264'FOOT, BUT IT IS MOSTLY DIRT WITH SMALL LOOSE STONES. THE MARK MAY BE
 ES0264'BURIED UNDER THE DIRT ON UNDER THE DEBRIS LEFT FROM THE GRADER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0448 ***********************************************************************
 FS0448  DESIGNATION -  2860
 FS0448  PID         -  FS0448
 FS0448  STATE/COUNTY-  AZ/MOHAVE
 FS0448  USGS QUAD   -  GOLD BASIN (1989)
 FS0448
 FS0448                         *CURRENT SURVEY CONTROL
 FS0448  ___________________________________________________________________
 FS0448* NAD 83(1986)-  35 47 08.     (N)    114 08 00.     (W)     SCALED    
 FS0448* NAVD 88     -       872.688  (meters)    2863.14   (feet)  POSTED    
 FS0448  ___________________________________________________________________
 FS0448  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FS0448  DYNAMIC HT  -         871.710 (meters)    2859.94  (feet)  COMP
 FS0448  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 FS0448
 FS0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0448
 FS0448.The horizontal coordinates were scaled from a topographic map and have
 FS0448.an estimated accuracy of +/- 6 seconds.
 FS0448
 FS0448.The orthometric height was determined by differential leveling
 FS0448.and adjusted by the  in 1992.
 FS0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0448.rate of 0.0 thru 1.0 mm/km.
 FS0448
 FS0448.The geoid height was determined by GEOID03.
 FS0448
 FS0448.The dynamic height is computed by dividing the NAVD 88
 FS0448.geopotential number by the normal gravity value computed on the
 FS0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0448.degrees latitude (g = 980.6199 gals.).
 FS0448
 FS0448.The modeled gravity was interpolated from observed gravity values.
 FS0448
 FS0448;                    North         East    Units  Estimated Accuracy
 FS0448;SPC AZ W     -   530,810.      178,710.      MT  (+/- 180 meters Scaled)
 FS0448
 FS0448                          SUPERSEDED SURVEY CONTROL
 FS0448
 FS0448  NGVD 29 (??/??/92)  871.936  (m)         2860.68   (f) ADJ UNCH    1 1
 FS0448
 FS0448.Superseded values are not recommended for survey control.
 FS0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0448.See file dsdata.txt to determine how the superseded data were derived.
 FS0448
 FS0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV590639(NAD 83)
 FS0448_MARKER: DD = SURVEY DISK
 FS0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0448_STAMPING: B 2860 1920
 FS0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0448+STABILITY: SURFACE MOTION
 FS0448
 FS0448  HISTORY     - Date     Condition        Report By
 FS0448  HISTORY     - 1920     MONUMENTED       USGS
 FS0448  HISTORY     - 1950     GOOD             NGS
 FS0448
 FS0448                          STATION DESCRIPTION
 FS0448
 FS0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0448'27.1 MI S FROM PIERCES FERRY.
 FS0448'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0448'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0448'DIRT ROAD, AT THE INTERSECTION OF THE HACKBERRY-HUALPAI WASH
 FS0448'ROAD, 287 FEET SOUTH OF BM D 253, 39 FEET EAST OF THE CENTER LINE
 FS0448'OF AN OLD ABANDONED ROAD, 38 1/2 FEET NORTH OF THE CENTER LINE
 FS0448'OF THE HACKBERRY-HUALPAI WASH ROAD, 17 FEET WEST OF THE CENTER LINE
 FS0448'OF THE ROAD, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 FS0448'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FS0448'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0283 ***********************************************************************
 CG0283  DESIGNATION -  2872.64
 CG0283  PID         -  CG0283
 CG0283  STATE/COUNTY-  AZ/PIMA
 CG0283  USGS QUAD   -  GREEN VALLEY (1981)
 CG0283
 CG0283                         *CURRENT SURVEY CONTROL
 CG0283  ___________________________________________________________________
 CG0283* NAD 83(1986)-  31 52 18.     (N)    110 59 25.     (W)     SCALED    
 CG0283* NAVD 88     -       876.27   (+/-2cm)    2874.9    (feet)  VERTCON   
 CG0283  ___________________________________________________________________
 CG0283  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0283
 CG0283.The horizontal coordinates were scaled from a topographic map and have
 CG0283.an estimated accuracy of +/- 6 seconds.
 CG0283
 CG0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0283.The vertical order pertains to the NGVD 29 superseded value.
 CG0283
 CG0283.The geoid height was determined by GEOID03.
 CG0283
 CG0283;                    North         East    Units  Estimated Accuracy
 CG0283;SPC AZ C     -    97,010.      301,010.      MT  (+/- 180 meters Scaled)
 CG0283
 CG0283                          SUPERSEDED SURVEY CONTROL
 CG0283
 CG0283  NGVD 29 (??/??/92)  875.538  (m)         2872.49   (f) ADJ UNCH    2 0
 CG0283
 CG0283.Superseded values are not recommended for survey control.
 CG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0283.See file dsdata.txt to determine how the superseded data were derived.
 CG0283
 CG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA009262(NAD 83)
 CG0283_MARKER: DD = SURVEY DISK
 CG0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0283_SP_SET: BRIDGE
 CG0283_STAMPING: 2872.64 2160+694 1953
 CG0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0283
 CG0283  HISTORY     - Date     Condition        Report By
 CG0283  HISTORY     - 1953     MONUMENTED       AZHD
 CG0283  HISTORY     - 1959     GOOD             NGS
 CG0283  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0283
 CG0283                          STATION DESCRIPTION
 CG0283
 CG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0283'6.6 MI S FROM SAHUARITA.
 CG0283'6.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0283'SAHUARITA, 0.4 MILE SOUTH OF MILEPOST 42, 21 FEET WEST OF THE CENTER
 CG0283'OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A 50
 CG0283'FOOT CONCRETE BRIDGE.
 CG0283
 CG0283                          STATION RECOVERY (1976)
 CG0283
 CG0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0677 ***********************************************************************
 FR0677  DESIGNATION -  2879
 FR0677  PID         -  FR0677
 FR0677  STATE/COUNTY-  AZ/MOHAVE
 FR0677  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0677
 FR0677                         *CURRENT SURVEY CONTROL
 FR0677  ___________________________________________________________________
 FR0677* NAD 83(1986)-  35 38 26.     (N)    113 55 57.     (W)     SCALED    
 FR0677* NAVD 88     -       878.692  (meters)    2882.84   (feet)  POSTED    
 FR0677  ___________________________________________________________________
 FR0677  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0677  DYNAMIC HT  -         877.690 (meters)    2879.55  (feet)  COMP
 FR0677  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 FR0677
 FR0677  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0677
 FR0677.The horizontal coordinates were scaled from a topographic map and have
 FR0677.an estimated accuracy of +/- 6 seconds.
 FR0677
 FR0677.The orthometric height was determined by differential leveling
 FR0677.and adjusted by the  in 1992.
 FR0677.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0677.rate of 1.1 thru 2.0 mm/km.
 FR0677
 FR0677.The geoid height was determined by GEOID03.
 FR0677
 FR0677.The dynamic height is computed by dividing the NAVD 88
 FR0677.geopotential number by the normal gravity value computed on the
 FR0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0677.degrees latitude (g = 980.6199 gals.).
 FR0677
 FR0677.The modeled gravity was interpolated from observed gravity values.
 FR0677
 FR0677;                    North         East    Units  Estimated Accuracy
 FR0677;SPC AZ W     -   514,670.      196,830.      MT  (+/- 180 meters Scaled)
 FR0677
 FR0677                          SUPERSEDED SURVEY CONTROL
 FR0677
 FR0677  NGVD 29 (??/??/92)  877.940  (m)         2880.37   (f) ADJ UNCH    1 1
 FR0677
 FR0677.Superseded values are not recommended for survey control.
 FR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0677.See file dsdata.txt to determine how the superseded data were derived.
 FR0677
 FR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE344480(NAD 83)
 FR0677_MARKER: DD = SURVEY DISK
 FR0677_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0677_SP_SET: UNSPEC. ROCK
 FR0677_STAMPING: 2879 1920
 FR0677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0677+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0677
 FR0677  HISTORY     - Date     Condition        Report By
 FR0677  HISTORY     - 1920     MONUMENTED       USGS
 FR0677  HISTORY     - 1940     GOOD             NGS
 FR0677  HISTORY     - 20050401 GOOD             NGS
 FR0677
 FR0677                          STATION DESCRIPTION
 FR0677
 FR0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0677'22.4 MI N FROM HACKBERRY.
 FR0677'22.4 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0677'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, AT THE
 FR0677'BASE OF MUSIC MOUNTAIN, 270 FEET WEST OF THE ROCK FOUNDATION AT THE
 FR0677'SITE OF THE OLD MUSIC MOUNTAIN MILL, 62 FEET EAST OF THE INTERSECTION
 FR0677'OF THE ROAD LEADING TO THE MUSIC MOUNTAIN MINE, 60 FEET NORTH OF A
 FR0677'CATTLE GUARD, 37 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND IN
 FR0677'THE TOP OF A LARGE BLACK ROCK ABOUT 3.1 FEET HIGH.  A USGS STANDARD
 FR0677'DISK, STAMPED 2879 1920.
 FR0677
 FR0677                          STATION RECOVERY (2005)
 FR0677
 FR0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0677'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0500 ***********************************************************************
 CZ0500  DESIGNATION -  288+30
 CZ0500  PID         -  CZ0500
 CZ0500  STATE/COUNTY-  AZ/PIMA
 CZ0500  USGS QUAD   -  MARANA (1992)
 CZ0500
 CZ0500                         *CURRENT SURVEY CONTROL
 CZ0500  ___________________________________________________________________
 CZ0500* NAD 83(1986)-  32 26 50.     (N)    111 11 40.     (W)     SCALED    
 CZ0500* NAVD 88     -       611.500  (meters)    2006.23   (feet)  ADJUSTED  
 CZ0500  ___________________________________________________________________
 CZ0500  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CZ0500  DYNAMIC HT  -         610.693 (meters)    2003.58  (feet)  COMP
 CZ0500  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 CZ0500
 CZ0500  VERT ORDER  -  FIRST     CLASS II
 CZ0500
 CZ0500.The horizontal coordinates were scaled from a topographic map and have
 CZ0500.an estimated accuracy of +/- 6 seconds.
 CZ0500
 CZ0500.The orthometric height was determined by differential leveling
 CZ0500.and adjusted in June 1991.
 CZ0500
 CZ0500.The geoid height was determined by GEOID03.
 CZ0500
 CZ0500.The dynamic height is computed by dividing the NAVD 88
 CZ0500.geopotential number by the normal gravity value computed on the
 CZ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0500.degrees latitude (g = 980.6199 gals.).
 CZ0500
 CZ0500.The modeled gravity was interpolated from observed gravity values.
 CZ0500
 CZ0500;                    North         East    Units  Estimated Accuracy
 CZ0500;SPC AZ C     -   160,680.      281,270.      MT  (+/- 180 meters Scaled)
 CZ0500
 CZ0500                          SUPERSEDED SURVEY CONTROL
 CZ0500
 CZ0500  NGVD 29 (??/??/92)  610.922  (m)         2004.33   (f) ADJ UNCH    1 2
 CZ0500
 CZ0500.Superseded values are not recommended for survey control.
 CZ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0500.See file dsdata.txt to determine how the superseded data were derived.
 CZ0500
 CZ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA817900(NAD 83)
 CZ0500_MARKER: DD = SURVEY DISK
 CZ0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0500_SP_SET: CURB
 CZ0500_STAMPING: 288+30 2004.43
 CZ0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0500+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0500
 CZ0500  HISTORY     - Date     Condition        Report By
 CZ0500  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0500  HISTORY     - 1951     GOOD             NGS
 CZ0500  HISTORY     - 1960     GOOD             NGS
 CZ0500  HISTORY     - 1980     GOOD             NGS
 CZ0500  HISTORY     - 20041216 GOOD             NGS
 CZ0500  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0500
 CZ0500                          STATION DESCRIPTION
 CZ0500
 CZ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0500'1.1 MI SE FROM MARANA.
 CZ0500'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0500'RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE NUMBER
 CZ0500'963.43, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 CZ0500'CURBING OF THE HIGHWAY BRIDGE, 50.2 FEET NORTHWEST OF TELEGRAPH POLE
 CZ0500'NUMBER 11655, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0500'NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 CZ0500'THAN THE HIGHWAY.
 CZ0500
 CZ0500                          STATION RECOVERY (1960)
 CZ0500
 CZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0500'RECOVERED IN GOOD CONDITION.
 CZ0500
 CZ0500                          STATION RECOVERY (1980)
 CZ0500
 CZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0500'33.2 KILOMETERS (20.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0500'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 963.43,
 CZ0500'AT A 9-CHANNEL CONCRETE BRIDGE UNDER THE FRONTAGE ROAD (OLD U. S.
 CZ0500'HIGHWAY 84), IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL,
 CZ0500'34.5 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 15.2 METERS
 CZ0500'(50 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND
 CZ0500'5.0 METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0500'THE MARK IS 0.4 M ABOVE THE ROAD.
 CZ0500
 CZ0500                          STATION RECOVERY (2004)
 CZ0500
 CZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0500'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0500'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
 CZ0500
 CZ0500                          STATION RECOVERY (2006)
 CZ0500
 CZ0500'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0589 ***********************************************************************
 FS0589  DESIGNATION -  2883.11
 FS0589  PID         -  FS0589
 FS0589  STATE/COUNTY-  AZ/MOHAVE
 FS0589  USGS QUAD   -  KINGMAN (1980)
 FS0589
 FS0589                         *CURRENT SURVEY CONTROL
 FS0589  ___________________________________________________________________
 FS0589* NAD 83(1986)-  35 08 19.     (N)    114 06 01.     (W)     SCALED    
 FS0589* NAVD 88     -       879.577  (meters)    2885.75   (feet)  POSTED    
 FS0589  ___________________________________________________________________
 FS0589  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FS0589  DYNAMIC HT  -         878.560 (meters)    2882.41  (feet)  COMP
 FS0589  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 FS0589
 FS0589  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0589
 FS0589.The horizontal coordinates were scaled from a topographic map and have
 FS0589.an estimated accuracy of +/- 6 seconds.
 FS0589
 FS0589.The orthometric height was determined by differential leveling
 FS0589.and adjusted by the  in 1992.
 FS0589.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0589.rate of 1.1 thru 2.0 mm/km.
 FS0589
 FS0589.The geoid height was determined by GEOID03.
 FS0589
 FS0589.The dynamic height is computed by dividing the NAVD 88
 FS0589.geopotential number by the normal gravity value computed on the
 FS0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0589.degrees latitude (g = 980.6199 gals.).
 FS0589
 FS0589.The modeled gravity was interpolated from observed gravity values.
 FS0589
 FS0589;                    North         East    Units  Estimated Accuracy
 FS0589;SPC AZ W     -   459,020.      181,440.      MT  (+/- 180 meters Scaled)
 FS0589
 FS0589                          SUPERSEDED SURVEY CONTROL
 FS0589
 FS0589  NGVD 29 (??/??/92)  878.816  (m)         2883.25   (f) ADJ UNCH    2 0
 FS0589
 FS0589.Superseded values are not recommended for survey control.
 FS0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0589.See file dsdata.txt to determine how the superseded data were derived.
 FS0589
 FS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU641922(NAD 83)
 FS0589_MARKER: DD = SURVEY DISK
 FS0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0589_SP_SET: CULVERT
 FS0589_STAMPING: 2883.11 2349X37 1951
 FS0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0589
 FS0589  HISTORY     - Date     Condition        Report By
 FS0589  HISTORY     - 1951     MONUMENTED       AZHD
 FS0589  HISTORY     - 1961     GOOD             NGS
 FS0589  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0589
 FS0589                          STATION DESCRIPTION
 FS0589
 FS0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0589'5.1 MI SSW FROM KINGMAN.
 FS0589'ABOUT 5.1 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0589'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0589'ABOUT 0.15 MILES SOUTHWEST OF A POWER LINE CROSSING, SET IN THE
 FS0589'TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL OF A 30
 FS0589'FOOT CONCRETE BOX CULVERT WITH 3 OPENINGS, 25 FEET SOUTHEAST OF
 FS0589'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1.5 FEET BELOW
 FS0589'THE LEVEL OF THE HIGHWAY.
 FS0589
 FS0589                          STATION RECOVERY (1981)
 FS0589
 FS0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0589'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0681 ***********************************************************************
 FR0681  DESIGNATION -  2886
 FR0681  PID         -  FR0681
 FR0681  STATE/COUNTY-  AZ/MOHAVE
 FR0681  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0681
 FR0681                         *CURRENT SURVEY CONTROL
 FR0681  ___________________________________________________________________
 FR0681* NAD 83(1986)-  35 39 58.     (N)    113 59 02.     (W)     SCALED    
 FR0681* NAVD 88     -       850.555  (meters)    2790.53   (feet)  POSTED    
 FR0681  ___________________________________________________________________
 FR0681  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FR0681  DYNAMIC HT  -         849.590 (meters)    2787.36  (feet)  COMP
 FR0681  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 FR0681
 FR0681  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0681
 FR0681.The horizontal coordinates were scaled from a topographic map and have
 FR0681.an estimated accuracy of +/- 6 seconds.
 FR0681
 FR0681.The orthometric height was determined by differential leveling
 FR0681.and adjusted by the  in 1992.
 FR0681.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0681.rate of 0.0 thru 1.0 mm/km.
 FR0681
 FR0681.The geoid height was determined by GEOID03.
 FR0681
 FR0681.The dynamic height is computed by dividing the NAVD 88
 FR0681.geopotential number by the normal gravity value computed on the
 FR0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0681.degrees latitude (g = 980.6199 gals.).
 FR0681
 FR0681.The modeled gravity was interpolated from observed gravity values.
 FR0681
 FR0681;                    North         East    Units  Estimated Accuracy
 FR0681;SPC AZ W     -   517,510.      192,190.      MT  (+/- 180 meters Scaled)
 FR0681
 FR0681                          SUPERSEDED SURVEY CONTROL
 FR0681
 FR0681  NGVD 29 (??/??/92)  849.804  (m)         2788.07   (f) ADJ UNCH    1 1
 FR0681
 FR0681.Superseded values are not recommended for survey control.
 FR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0681.See file dsdata.txt to determine how the superseded data were derived.
 FR0681
 FR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE299510(NAD 83)
 FR0681_MARKER: DD = SURVEY DISK
 FR0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0681_STAMPING: 2886 1920
 FR0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0681+STABILITY: SURFACE MOTION
 FR0681
 FR0681  HISTORY     - Date     Condition        Report By
 FR0681  HISTORY     - 1920     MONUMENTED       USGS
 FR0681  HISTORY     - 1940     GOOD             NGS
 FR0681
 FR0681                          STATION DESCRIPTION
 FR0681
 FR0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0681'25.9 MI N FROM HACKBERRY.
 FR0681'25.9 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0681'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 3.5 MILES
 FR0681'NORTHWEST OF THE MUSIC MOUNTAIN MILL SITE, 2.6 MILES NORTHWEST OF THE
 FR0681'JUNCTION OF THE NEW ROAD, 1.4 MILES SOUTHEAST OF A RESERVOIR, 70 FEET
 FR0681'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET NORTH OF A WHITE
 FR0681'WOODEN WITNESS POST.  A USGS STANDARD DISK, STAMPED 2886 1920 AND SET
 FR0681'IN A CONCRETE POST PROJECTING 0.4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0599 ***********************************************************************
 ET0599  DESIGNATION -  2897.22
 ET0599  PID         -  ET0599
 ET0599  STATE/COUNTY-  AZ/YAVAPAI
 ET0599  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0599
 ET0599                         *CURRENT SURVEY CONTROL
 ET0599  ___________________________________________________________________
 ET0599* NAD 83(1986)-  34 32 07.     (N)    113 19 53.     (W)     SCALED    
 ET0599* NAVD 88     -       883.72   (+/-2cm)    2899.3    (feet)  VERTCON   
 ET0599  ___________________________________________________________________
 ET0599  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0599  VERT ORDER  -  ? (See Below)
 ET0599
 ET0599.The horizontal coordinates were scaled from a topographic map and have
 ET0599.an estimated accuracy of +/- 6 seconds.
 ET0599
 ET0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0599.The vertical order pertains to the NGVD 29 superseded value.
 ET0599
 ET0599.The geoid height was determined by GEOID03.
 ET0599
 ET0599;                    North         East    Units  Estimated Accuracy
 ET0599;SPC AZ C     -   392,930.       83,500.      MT  (+/- 180 meters Scaled)
 ET0599
 ET0599                          SUPERSEDED SURVEY CONTROL
 ET0599
 ET0599  NGVD 29 (??/??/92)  882.966  (m)         2896.86   (f) ADJ UNCH    ?  
 ET0599
 ET0599.Superseded values are not recommended for survey control.
 ET0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0599.See file dsdata.txt to determine how the superseded data were derived.
 ET0599
 ET0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD860239(NAD 83)
 ET0599_MARKER: Q = CHISELED SQUARE
 ET0599_SETTING: 80 = SET IN A BOULDER
 ET0599_SP_SET: BOULDER
 ET0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0599+STABILITY: SURFACE MOTION
 ET0599
 ET0599  HISTORY     - Date     Condition        Report By
 ET0599  HISTORY     - UNK      MONUMENTED       USGS
 ET0599  HISTORY     - 1950     GOOD             NGS
 ET0599
 ET0599                          STATION DESCRIPTION
 ET0599
 ET0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0599'24.9 MI W FROM BAGDAD.
 ET0599'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0599'AT BAGDAD, THENCE 18.1 MILES WEST ALONG A COUNTY DIRT ROAD, 106 FEET
 ET0599'NORTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST,
 ET0599'ON THE TOP OF A SMALL SURFACE BOULDER, 8 1/2 FEET EAST OF THE CENTER
 ET0599'LINE OF THE ROAD, 6 1/2 FEET SOUTHWEST OF A SMALL YUCCA TREE, 6 1/2
 ET0599'FEET NORTH OF THE APPROXIMATE CENTER OF A SMALL DRY WASH, ABOUT 2 FEET
 ET0599'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0599'NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1605 ***********************************************************************
 DV1605  DESIGNATION -  29 A
 DV1605  PID         -  DV1605
 DV1605  STATE/COUNTY-  AZ/LA PAZ
 DV1605  USGS QUAD   -  HOPE SE (1990)
 DV1605
 DV1605                         *CURRENT SURVEY CONTROL
 DV1605  ___________________________________________________________________
 DV1605* NAD 83(1986)-  33 35 36.     (N)    113 31 02.     (W)     SCALED    
 DV1605* NAVD 88     -       432.62   (+/-2cm)    1419.4    (feet)  VERTCON   
 DV1605  ___________________________________________________________________
 DV1605  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1605
 DV1605.The horizontal coordinates were scaled from a topographic map and have
 DV1605.an estimated accuracy of +/- 6 seconds.
 DV1605
 DV1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1605.The vertical order pertains to the NGVD 29 superseded value.
 DV1605
 DV1605.The geoid height was determined by GEOID03.
 DV1605
 DV1605;                    North         East    Units  Estimated Accuracy
 DV1605;SPC AZ W     -   287,590.      234,970.      MT  (+/- 180 meters Scaled)
 DV1605
 DV1605                          SUPERSEDED SURVEY CONTROL
 DV1605
 DV1605  NGVD 29 (??/??/92)  431.933  (m)         1417.10   (f) ADJ UNCH    2 0
 DV1605
 DV1605.Superseded values are not recommended for survey control.
 DV1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1605.See file dsdata.txt to determine how the superseded data were derived.
 DV1605
 DV1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC664199(NAD 83)
 DV1605_MARKER: DD = SURVEY DISK
 DV1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1605_STAMPING: 29 A 1962
 DV1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1605+STABILITY: SURFACE MOTION
 DV1605
 DV1605  HISTORY     - Date     Condition        Report By
 DV1605  HISTORY     - 1962     MONUMENTED       AZHD
 DV1605  HISTORY     - 19870204 GOOD             USGS
 DV1605
 DV1605                          STATION DESCRIPTION
 DV1605
 DV1605'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1605'17.9 MI SE FROM SALOME.
 DV1605'0.5 MILE EAST-SOUTHEAST OF Z 396 29, AN ARIZONA HIGHWAY DEPARTMENT
 DV1605'DISK STAMPED 29 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1605'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1605'HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1605'VEPCO POLE LD35, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 DV1605'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DV1605'GROUND.
 DV1605
 DV1605                          STATION RECOVERY (1987)
 DV1605
 DV1605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0819 ***********************************************************************
 FQ0819  DESIGNATION -  29 BKC
 FQ0819  PID         -  FQ0819
 FQ0819  STATE/COUNTY-  AZ/COCONINO
 FQ0819  USGS QUAD   -  WUPATKI SE (1969)
 FQ0819
 FQ0819                         *CURRENT SURVEY CONTROL
 FQ0819  ___________________________________________________________________
 FQ0819* NAD 83(1986)-  35 31 35.     (N)    111 21 14.     (W)     SCALED    
 FQ0819* NAVD 88     -      1447.792  (meters)    4749.96   (feet)  POSTED    
 FQ0819  ___________________________________________________________________
 FQ0819  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0819  DYNAMIC HT  -        1445.950 (meters)    4743.92  (feet)  COMP
 FQ0819  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 FQ0819
 FQ0819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0819
 FQ0819.The horizontal coordinates were scaled from a topographic map and have
 FQ0819.an estimated accuracy of +/- 6 seconds.
 FQ0819
 FQ0819.The orthometric height was determined by differential leveling
 FQ0819.and adjusted by the  in 1992.
 FQ0819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0819.rate of 0.0 thru 1.0 mm/km.
 FQ0819
 FQ0819.The geoid height was determined by GEOID03.
 FQ0819
 FQ0819.The dynamic height is computed by dividing the NAVD 88
 FQ0819.geopotential number by the normal gravity value computed on the
 FQ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0819.degrees latitude (g = 980.6199 gals.).
 FQ0819
 FQ0819.The modeled gravity was interpolated from observed gravity values.
 FQ0819
 FQ0819;                    North         East    Units  Estimated Accuracy
 FQ0819;SPC AZ C     -   502,110.      264,400.      MT  (+/- 180 meters Scaled)
 FQ0819
 FQ0819                          SUPERSEDED SURVEY CONTROL
 FQ0819
 FQ0819.No superseded survey control is available for this station.
 FQ0819
 FQ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE679314(NAD 83)
 FQ0819_MARKER: DB = BENCH MARK DISK
 FQ0819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0819_SP_SET: COPPER-CLAD STEEL ROD
 FQ0819_STAMPING: 29 BKC 1968
 FQ0819_MARK LOGO: USGS  
 FQ0819_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0819+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0819
 FQ0819  HISTORY     - Date     Condition        Report By
 FQ0819  HISTORY     - 1968     MONUMENTED       USGS
 FQ0819
 FQ0819                          STATION DESCRIPTION
 FQ0819
 FQ0819'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0819'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0819'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0819'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0819'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0819'1 MILE NORTHEAST ALONG A DIRT ROAD, 88 FEET SOUTH OF THE ROAD, 10
 FQ0819'FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0819'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1253 ***********************************************************************
 DA1253  DESIGNATION -  29 GWM
 DA1253  PID         -  DA1253
 DA1253  STATE/COUNTY-  AZ/MARICOPA
 DA1253  USGS QUAD   -  OKIE WELL (1990)
 DA1253
 DA1253                         *CURRENT SURVEY CONTROL
 DA1253  ___________________________________________________________________
 DA1253* NAD 83(1992)-  32 34 10.07787(N)    113 13 43.11852(W)     ADJUSTED  
 DA1253* NAVD 88     -       235.98   (+/-2cm)     774.2    (feet)  VERTCON   
 DA1253  ___________________________________________________________________
 DA1253  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DA1253  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DA1253  HORZ ORDER  -  THIRD
 DA1253  VERT ORDER  -  THIRD ? (See Below)
 DA1253
 DA1253.The horizontal coordinates were established by classical geodetic methods
 DA1253.and adjusted by the National Geodetic Survey in August 1993.
 DA1253
 DA1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1253.The vertical order pertains to the NGVD 29 superseded value.
 DA1253
 DA1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1253
 DA1253.The geoid height was determined by GEOID03.
 DA1253
 DA1253;                    North         East     Units Scale Factor Converg.
 DA1253;SPC AZ C     -   174,769.190    90,167.244   MT  1.00008709   -0 42 22.9
 DA1253;SPC AZ C     -   573,389.73    295,824.29   iFT  1.00008709   -0 42 22.9
 DA1253;UTM  12      - 3,605,750.663   290,781.766   MT  1.00013979   -1 12 00.6
 DA1253
 DA1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1253!SPC AZ C     -   0.99996800  x   1.00008709  =   1.00005508
 DA1253!UTM  12      -   0.99996800  x   1.00013979  =   1.00010778
 DA1253
 DA1253:                Primary Azimuth Mark                     Grid Az
 DA1253:SPC AZ C     -  COPA                                     244 18 15.4
 DA1253:UTM  12      -  COPA                                     244 47 53.1
 DA1253
 DA1253|---------------------------------------------------------------------|
 DA1253| PID    Reference Object                     Distance      Geod. Az  |
 DA1253|                                                           dddmmss.s |
 DA1253| DA1272 COPA                                APPROX. 7.2 KM 2433552.5 |
 DA1253|---------------------------------------------------------------------|
 DA1253
 DA1253                          SUPERSEDED SURVEY CONTROL
 DA1253
 DA1253  NAD 83(1986)-  32 34 10.05882(N)    113 13 43.12378(W) AD(       ) 3
 DA1253  NGVD 29 (06/20/88)  235.36   (m)          772.2    (f) LEVELING    3  
 DA1253
 DA1253.Superseded values are not recommended for survey control.
 DA1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1253.See file dsdata.txt to determine how the superseded data were derived.
 DA1253
 DA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9078205751(NAD 83)
 DA1253_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1253_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1253
 DA1253  HISTORY     - Date     Condition        Report By
 DA1253  HISTORY     - UNK      MONUMENTED
 DA1253  HISTORY     - 1962     GOOD             USGS
 DA1253
 DA1253                          STATION DESCRIPTION
 DA1253
 DA1253'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1253'DESCRIBED IN USGS LEVEL LINE AS FOLLOWS.
 DA1253'
 DA1253'TEN MILE BRIDGE, 22.4 MI W. OF.  56 FT N. OF RD.
 DA1253'
 DA1253'STATION MARK--STANDARD BM TABLET STAMPED---29 GWM 1948 772---, IN
 DA1253'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1028 ***********************************************************************
 ET1028  DESIGNATION -  29 HLS
 ET1028  PID         -  ET1028
 ET1028  STATE/COUNTY-  AZ/YAVAPAI
 ET1028  USGS QUAD   -  MALPAIS MESA (1967)
 ET1028
 ET1028                         *CURRENT SURVEY CONTROL
 ET1028  ___________________________________________________________________
 ET1028* NAD 83(1992)-  34 16 35.96764(N)    113 05 58.15996(W)     ADJUSTED  
 ET1028* NAVD 88     -       841.82   (+/-2cm)    2761.9    (feet)  VERTCON   
 ET1028  ___________________________________________________________________
 ET1028  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 ET1028  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ET1028  HORZ ORDER  -  SECOND
 ET1028  VERT ORDER  -  THIRD ? (See Below)
 ET1028
 ET1028.The horizontal coordinates were established by classical geodetic methods
 ET1028.and adjusted by the National Geodetic Survey in August 1993.
 ET1028
 ET1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1028.The vertical order pertains to the NGVD 29 superseded value.
 ET1028
 ET1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1028
 ET1028.The geoid height was determined by GEOID03.
 ET1028
 ET1028;                    North         East     Units Scale Factor Converg.
 ET1028;SPC AZ C     -   363,972.188   104,448.796   MT  1.00004617   -0 39 58.4
 ET1028;SPC AZ C     - 1,194,134.48    342,679.78   iFT  1.00004617   -0 39 58.4
 ET1028;SPC AZ W     -   363,542.621   273,258.281   MT  0.99997754   +0 21 58.9
 ET1028;SPC AZ W     - 1,192,725.13    896,516.67   iFT  0.99997754   +0 21 58.9
 ET1028;UTM  12      - 3,794,826.692   306,731.622   MT  1.00006045   -1 10 58.0
 ET1028
 ET1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1028!SPC AZ C     -   0.99987244  x   1.00004617  =   0.99991861
 ET1028!SPC AZ W     -   0.99987244  x   0.99997754  =   0.99984999
 ET1028!UTM  12      -   0.99987244  x   1.00006045  =   0.99993289
 ET1028
 ET1028:                Primary Azimuth Mark                     Grid Az
 ET1028:SPC AZ C     -  BLACKIE                                  186 44 05.1
 ET1028:SPC AZ W     -  BLACKIE                                  185 42 07.8
 ET1028:UTM  12      -  BLACKIE                                  187 15 04.7
 ET1028
 ET1028|---------------------------------------------------------------------|
 ET1028| PID    Reference Object                     Distance      Geod. Az  |
 ET1028|                                                           dddmmss.s |
 ET1028| ET1034 BLACKIE                             APPROX.10.0 KM 1860406.7 |
 ET1028| CH2765 29 HLS RM 1                          12.237 METERS 20320     |
 ET1028| CH2766 29 HLS RM 2                          13.985 METERS 29538     |
 ET1028|---------------------------------------------------------------------|
 ET1028
 ET1028                          SUPERSEDED SURVEY CONTROL
 ET1028
 ET1028  NAD 83(1986)-  34 16 35.96721(N)    113 05 58.16444(W) AD(       ) 2
 ET1028  NAD 27      -  34 16 35.89179(N)    113 05 55.47266(W) AD(       ) 2
 ET1028  NGVD 29 (07/19/86)  841.08   (m)         2759.4    (f) LEVELING    3  
 ET1028
 ET1028.Superseded values are not recommended for survey control.
 ET1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1028.See file dsdata.txt to determine how the superseded data were derived.
 ET1028
 ET1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0673294827(NAD 83)
 ET1028_MARKER: DB = BENCH MARK DISK
 ET1028_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET1028+WITH SETTING: INFORMATION.
 ET1028_SP_SET: PREFABRICATED CONCRETE POST
 ET1028
 ET1028  HISTORY     - Date     Condition        Report By
 ET1028  HISTORY     - 1966     MONUMENTED       USGS
 ET1028  HISTORY     - 1967     GOOD             USGS
 ET1028  HISTORY     - 1980     GOOD             AZDT
 ET1028
 ET1028                          STATION DESCRIPTION
 ET1028
 ET1028'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LCS)
 ET1028'DESCRIBED IN LEVEL LINE BY H. L. STEPHENS, 1966, PV 678 AS
 ET1028'FOLLOWS--
 ET1028'
 ET1028'CONGRESS JUNCTION POST OFFICE, 6 MI. SW. OF, THENCE 14.1 MI. NW.
 ET1028'ALONG HIGHWAY 93.  0.1 MI. NW. OF MILEPOST 169, APPROXIMATELY 0.3
 ET1028'MI. DUE N. OF RANCH HOUSE OF THE BAR D4 RANCH, 63 FT. W. OF RD.,
 ET1028'37 FT. W. OF A FENCE, 4 FT. E. OF WITNESS POST, 5 FT. HIGHER THAN
 ET1028'RD..  SET ON COPPER-COATED ROD AND ENCLOSED BY BLACK SOIL PIPE.
 ET1028'STANDARD TABLET STAMPED 29 HLS 1966.
 ET1028'
 ET1028'STATION MARK--STANDARD USGS TABLET STAMPED 29 HLS 1966 SET ON
 ET1028'COPPER-COATED ROD ENCASED IN BLACK SOIL PIPE.
 ET1028'
 ET1028'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1967
 ET1028'SET IN CONCRETE.
 ET1028'
 ET1028'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1967 SET
 ET1028'IN CONCRETE.
 ET1028
 ET1028                          STATION RECOVERY (1980)
 ET1028
 ET1028'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET1028'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1028'DESCRIBED.  ALL MARKS ARE IN GOOD CONDITION AND
 ET1028'THE ROUTE TO THE STATION REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0791 ***********************************************************************
 FQ0791  DESIGNATION -  29 HLS
 FQ0791  PID         -  FQ0791
 FQ0791  STATE/COUNTY-  AZ/NAVAJO
 FQ0791  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0791
 FQ0791                         *CURRENT SURVEY CONTROL
 FQ0791  ___________________________________________________________________
 FQ0791* NAD 83(1986)-  35 09 48.     (N)    110 04 51.     (W)     SCALED    
 FQ0791* NAVD 88     -      1663.790  (meters)    5458.62   (feet)  ADJUSTED  
 FQ0791  ___________________________________________________________________
 FQ0791  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0791  DYNAMIC HT  -        1661.546 (meters)    5451.26  (feet)  COMP
 FQ0791  MODELED GRAV-     979,226.6   (mgal)                       NAVD 88
 FQ0791
 FQ0791  VERT ORDER  -  SECOND    CLASS 0
 FQ0791
 FQ0791.The horizontal coordinates were scaled from a topographic map and have
 FQ0791.an estimated accuracy of +/- 6 seconds.
 FQ0791
 FQ0791.The orthometric height was determined by differential leveling
 FQ0791.and adjusted in June 1991.
 FQ0791
 FQ0791.The geoid height was determined by GEOID03.
 FQ0791
 FQ0791.The dynamic height is computed by dividing the NAVD 88
 FQ0791.geopotential number by the normal gravity value computed on the
 FQ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0791.degrees latitude (g = 980.6199 gals.).
 FQ0791
 FQ0791.The modeled gravity was interpolated from observed gravity values.
 FQ0791
 FQ0791;                    North         East    Units  Estimated Accuracy
 FQ0791;SPC AZ E     -   461,700.      221,180.      MT  (+/- 180 meters Scaled)
 FQ0791
 FQ0791                          SUPERSEDED SURVEY CONTROL
 FQ0791
 FQ0791.No superseded survey control is available for this station.
 FQ0791
 FQ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD837915(NAD 83)
 FQ0791_MARKER: DB = BENCH MARK DISK
 FQ0791_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0791_SP_SET: COPPER-CLAD STEEL ROD
 FQ0791_STAMPING: 29 HLS 1970 5456
 FQ0791_MARK LOGO: USGS  
 FQ0791_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0791+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1972
 FQ0791
 FQ0791  HISTORY     - Date     Condition        Report By
 FQ0791  HISTORY     - 1970     MONUMENTED       USGS
 FQ0791  HISTORY     - 19720428 GOOD             USGS
 FQ0791
 FQ0791                          STATION DESCRIPTION
 FQ0791
 FQ0791'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0791'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0791'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0791'HIGHWAY 77, 0.5 MILES SOUTH OF THE NAVAJO RESERVATION BOUNDARY, 47
 FQ0791'FEET SOUTH OF THE CENTERLINE OF THE ROAD WEST, 47 FEET WEST OF THE
 FQ0791'CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF A TRANSMISSION LINE
 FQ0791'CROSSING, 1 FOOT EAST OF A WITNESS POST.
 FQ0791
 FQ0791                          STATION RECOVERY (1972)
 FQ0791
 FQ0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0481 ***********************************************************************
 FS0481  DESIGNATION -  29 L
 FS0481  PID         -  FS0481
 FS0481  STATE/COUNTY-  AZ/MOHAVE
 FS0481  USGS QUAD   -  MT TIPTON NW (1980)
 FS0481
 FS0481                         *CURRENT SURVEY CONTROL
 FS0481  ___________________________________________________________________
 FS0481* NAD 83(1986)-  35 42 19.     (N)    114 10 08.     (W)     SCALED    
 FS0481* NAVD 88     -       963.243  (meters)    3160.24   (feet)  POSTED    
 FS0481  ___________________________________________________________________
 FS0481  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FS0481  DYNAMIC HT  -         962.160 (meters)    3156.69  (feet)  COMP
 FS0481  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 FS0481
 FS0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0481
 FS0481.The horizontal coordinates were scaled from a topographic map and have
 FS0481.an estimated accuracy of +/- 6 seconds.
 FS0481
 FS0481.The orthometric height was determined by differential leveling
 FS0481.and adjusted by the  in 1992.
 FS0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0481.rate of 0.0 thru 1.0 mm/km.
 FS0481
 FS0481.The geoid height was determined by GEOID03.
 FS0481
 FS0481.The dynamic height is computed by dividing the NAVD 88
 FS0481.geopotential number by the normal gravity value computed on the
 FS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0481.degrees latitude (g = 980.6199 gals.).
 FS0481
 FS0481.The modeled gravity was interpolated from observed gravity values.
 FS0481
 FS0481;                    North         East    Units  Estimated Accuracy
 FS0481;SPC AZ W     -   521,910.      175,450.      MT  (+/- 180 meters Scaled)
 FS0481
 FS0481                          SUPERSEDED SURVEY CONTROL
 FS0481
 FS0481  NGVD 29 (??/??/92)  962.485  (m)         3157.75   (f) ADJ UNCH    1 1
 FS0481
 FS0481.Superseded values are not recommended for survey control.
 FS0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0481.See file dsdata.txt to determine how the superseded data were derived.
 FS0481
 FS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV561549(NAD 83)
 FS0481_MARKER: DD = SURVEY DISK
 FS0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0481_STAMPING: 29 L 1938
 FS0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0481+STABILITY: SURFACE MOTION
 FS0481
 FS0481  HISTORY     - Date     Condition        Report By
 FS0481  HISTORY     - 1938     MONUMENTED       USGS
 FS0481  HISTORY     - 1950     GOOD             NGS
 FS0481
 FS0481                          STATION DESCRIPTION
 FS0481
 FS0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0481'27.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0481'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0481'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 16.5 MILES
 FS0481'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.35 MILE
 FS0481'NORTH OF THE JUNCTION OF A DIRT ROAD LEADING TO THE CYCLOPIC
 FS0481'AND FRY MINES, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2
 FS0481'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FS0481'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 FS0481'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0289 ***********************************************************************
 CG0289  DESIGNATION -  2908.57
 CG0289  PID         -  CG0289
 CG0289  STATE/COUNTY-  AZ/PIMA
 CG0289  USGS QUAD   -  GREEN VALLEY (1981)
 CG0289
 CG0289                         *CURRENT SURVEY CONTROL
 CG0289  ___________________________________________________________________
 CG0289* NAD 83(1986)-  31 50 27.     (N)    110 59 52.     (W)     SCALED    
 CG0289* NAVD 88     -       887.23   (+/-2cm)    2910.9    (feet)  VERTCON   
 CG0289  ___________________________________________________________________
 CG0289  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0289
 CG0289.The horizontal coordinates were scaled from a topographic map and have
 CG0289.an estimated accuracy of +/- 6 seconds.
 CG0289
 CG0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0289.The vertical order pertains to the NGVD 29 superseded value.
 CG0289
 CG0289.The geoid height was determined by GEOID03.
 CG0289
 CG0289;                    North         East    Units  Estimated Accuracy
 CG0289;SPC AZ C     -    93,590.      300,330.      MT  (+/- 180 meters Scaled)
 CG0289
 CG0289                          SUPERSEDED SURVEY CONTROL
 CG0289
 CG0289  NGVD 29 (??/??/92)  886.483  (m)         2908.40   (f) ADJ UNCH    2 0
 CG0289
 CG0289.Superseded values are not recommended for survey control.
 CG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0289.See file dsdata.txt to determine how the superseded data were derived.
 CG0289
 CG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA002227(NAD 83)
 CG0289_MARKER: DD = SURVEY DISK
 CG0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0289_SP_SET: CULVERT
 CG0289_STAMPING: 2908.57
 CG0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0289
 CG0289  HISTORY     - Date     Condition        Report By
 CG0289  HISTORY     - UNK      MONUMENTED       AZHD
 CG0289  HISTORY     - 1954     GOOD             NGS
 CG0289  HISTORY     - 1959     GOOD             NGS
 CG0289  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0289  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CG0289
 CG0289                          STATION DESCRIPTION
 CG0289
 CG0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0289'1.8 MI SW FROM CONTINENTAL.
 CG0289'1.0 MILE WEST ALONG FORMER U. S. HIGHWAY 89 FROM THE STORE AND SERVICE
 CG0289'STATION AT CONTINENTAL, THENCE 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY
 CG0289'89, AT THE T JUNCTION OF A GRAVELED ROAD LEADING WEST TO TWIN BUTTES,
 CG0289'AT AN L-SHAPED CONCRETE CULVERT, IN THE TOP OF THE APPROXIMATE DENTER
 CG0289'OF THE SOUTHWEST CONCRETE HEAD WALL, 66.5 FEET NORTHWEST OF THE CENTER
 CG0289'LINE OF THE HIGHWAY, 18 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CG0289'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 CG0289
 CG0289                          STATION RECOVERY (1959)
 CG0289
 CG0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0289'RECOVERED IN GOOD CONDITION.
 CG0289
 CG0289                          STATION RECOVERY (1979)
 CG0289
 CG0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0289'MARK NOT FOUND.
 CG0289
 CG0289                          STATION RECOVERY (2007)
 CG0289
 CG0289'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0858 ***********************************************************************
 CG0858  DESIGNATION -  2909.94
 CG0858  PID         -  CG0858
 CG0858  STATE/COUNTY-  AZ/PIMA
 CG0858  USGS QUAD   -  GREEN VALLEY (1981)
 CG0858
 CG0858                         *CURRENT SURVEY CONTROL
 CG0858  ___________________________________________________________________
 CG0858* NAD 83(1986)-  31 50 24.     (N)    110 59 54.     (W)     SCALED    
 CG0858* NAVD 88     -       887.704  (meters)    2912.41   (feet)  ADJUSTED  
 CG0858  ___________________________________________________________________
 CG0858  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0858  DYNAMIC HT  -         886.414 (meters)    2908.18  (feet)  COMP
 CG0858  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 CG0858
 CG0858  VERT ORDER  -  FIRST     CLASS II
 CG0858
 CG0858.The horizontal coordinates were scaled from a topographic map and have
 CG0858.an estimated accuracy of +/- 6 seconds.
 CG0858
 CG0858.The orthometric height was determined by differential leveling
 CG0858.and adjusted in June 1991.
 CG0858
 CG0858.The geoid height was determined by GEOID03.
 CG0858
 CG0858.The dynamic height is computed by dividing the NAVD 88
 CG0858.geopotential number by the normal gravity value computed on the
 CG0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0858.degrees latitude (g = 980.6199 gals.).
 CG0858
 CG0858.The modeled gravity was interpolated from observed gravity values.
 CG0858
 CG0858;                    North         East    Units  Estimated Accuracy
 CG0858;SPC AZ C     -    93,500.      300,280.      MT  (+/- 180 meters Scaled)
 CG0858
 CG0858                          SUPERSEDED SURVEY CONTROL
 CG0858
 CG0858.No superseded survey control is available for this station.
 CG0858
 CG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA001227(NAD 83)
 CG0858_MARKER: DB = BENCH MARK DISK
 CG0858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0858_SP_SET: HEADWALL
 CG0858_STAMPING: ELEV.. 2909.94 76
 CG0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0858+STABILITY: SURFACE MOTION
 CG0858
 CG0858  HISTORY     - Date     Condition        Report By
 CG0858  HISTORY     - 1976     MONUMENTED       AZDT
 CG0858  HISTORY     - 1980     GOOD             NGS
 CG0858  HISTORY     - 20020414 GOOD             USPSQD
 CG0858  HISTORY     - 20070527 GOOD             GEOCAC
 CG0858
 CG0858                          STATION DESCRIPTION
 CG0858
 CG0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0858'1.4 KM SOUTH FROM CONTINENTAL.
 CG0858'1.4 KILOMETERS (0.9 MILE) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0858'FROM THE CONTINENTAL ROAD UNDERPASS AT CONTINENTAL, 0.2 KILOMETER
 CG0858'(0.1 MILE) NORTH OF KILOMETER POST 62, AT A 1.8 BY 1.5 METER
 CG0858'(5X6 FEET) BOX CULVERT UNDER THE WEST FRONTAGE ROAD, IN THE TOP
 CG0858'AND CENTER OF THE WEST HEADWALL, 8.4 METERS (27.6 FEET) WEST OF
 CG0858'THE CENTERLINE OF THE FRONTAGE ROAD.
 CG0858'THE MARK IS 2.0 M BELOW THE FRONTAGE RAOD..
 CG0858
 CG0858                          STATION RECOVERY (2002)
 CG0858
 CG0858'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0858'RECOVERED IN GOOD CONDITION.
 CG0858
 CG0858                          STATION RECOVERY (2007)
 CG0858
 CG0858'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0543 ***********************************************************************
 CG0543  DESIGNATION -  2913.44
 CG0543  PID         -  CG0543
 CG0543  STATE/COUNTY-  AZ/PIMA
 CG0543  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0543
 CG0543                         *CURRENT SURVEY CONTROL
 CG0543  ___________________________________________________________________
 CG0543* NAD 83(1986)-  31 49 31.     (N)    111 00 11.     (W)     SCALED    
 CG0543* NAVD 88     -       888.72   (+/-2cm)    2915.7    (feet)  VERTCON   
 CG0543  ___________________________________________________________________
 CG0543  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0543
 CG0543.The horizontal coordinates were scaled from a topographic map and have
 CG0543.an estimated accuracy of +/- 6 seconds.
 CG0543
 CG0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0543.The vertical order pertains to the NGVD 29 superseded value.
 CG0543
 CG0543.The geoid height was determined by GEOID03.
 CG0543
 CG0543;                    North         East    Units  Estimated Accuracy
 CG0543;SPC AZ C     -    91,860.      299,850.      MT  (+/- 180 meters Scaled)
 CG0543
 CG0543                          SUPERSEDED SURVEY CONTROL
 CG0543
 CG0543  NGVD 29 (??/??/92)  887.961  (m)         2913.25   (f) ADJ UNCH    2 0
 CG0543
 CG0543.Superseded values are not recommended for survey control.
 CG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0543.See file dsdata.txt to determine how the superseded data were derived.
 CG0543
 CG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA997210(NAD 83)
 CG0543_MARKER: DD = SURVEY DISK
 CG0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0543_SP_SET: BRIDGE
 CG0543_STAMPING: 2913.44 1995X9496 1953
 CG0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0543
 CG0543  HISTORY     - Date     Condition        Report By
 CG0543  HISTORY     - 1953     MONUMENTED       AZHD
 CG0543  HISTORY     - 1959     GOOD             NGS
 CG0543  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0543  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0543
 CG0543                          STATION DESCRIPTION
 CG0543
 CG0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0543'8.15 MI N FROM AMADO.
 CG0543'8.15 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0543'0.1 MILE NORTH OF MILEPOST 38, 23 FEET WEST OF THE CENTER OF THE
 CG0543'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 CG0543'BRIDGE.
 CG0543
 CG0543                          STATION RECOVERY (1976)
 CG0543
 CG0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0543'MARK NOT FOUND.
 CG0543
 CG0543                          STATION RECOVERY (1980)
 CG0543
 CG0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0543'NOT RECOVERED BELIEVED DESTROYED BY CONSTRUCTION OF INTERSATE
 CG0543'HIGHWAY I-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0698 ***********************************************************************
 CG0698  DESIGNATION -  2914.7
 CG0698  PID         -  CG0698
 CG0698  STATE/COUNTY-  AZ/PIMA
 CG0698  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0698
 CG0698                         *CURRENT SURVEY CONTROL
 CG0698  ___________________________________________________________________
 CG0698* NAD 83(1986)-  31 34 58.     (N)    111 41 22.     (W)     SCALED    
 CG0698* NAVD 88     -       889.01   (+/-2cm)    2916.7    (feet)  VERTCON   
 CG0698  ___________________________________________________________________
 CG0698  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0698
 CG0698.The horizontal coordinates were scaled from a topographic map and have
 CG0698.an estimated accuracy of +/- 6 seconds.
 CG0698
 CG0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0698.The vertical order pertains to the NGVD 29 superseded value.
 CG0698
 CG0698.The geoid height was determined by GEOID03.
 CG0698
 CG0698;                    North         East    Units  Estimated Accuracy
 CG0698;SPC AZ C     -    64,630.      234,930.      MT  (+/- 180 meters Scaled)
 CG0698
 CG0698                          SUPERSEDED SURVEY CONTROL
 CG0698
 CG0698  NGVD 29 (??/??/92)  888.244  (m)         2914.18   (f) ADJ UNCH    2 0
 CG0698
 CG0698.Superseded values are not recommended for survey control.
 CG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0698.See file dsdata.txt to determine how the superseded data were derived.
 CG0698
 CG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV345943(NAD 83)
 CG0698_MARKER: Q = CHISELED SQUARE
 CG0698_SETTING: 80 = SET IN A BOULDER
 CG0698_SP_SET: BOULDER
 CG0698_STAMPING: 2914.7
 CG0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0698+STABILITY: SURFACE MOTION
 CG0698
 CG0698  HISTORY     - Date     Condition        Report By
 CG0698  HISTORY     - UNK      MONUMENTED       USGS
 CG0698  HISTORY     - 1952     GOOD             NGS
 CG0698
 CG0698                          STATION DESCRIPTION
 CG0698
 CG0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0698'8.15 MI SE FROM SAN MIGUEL.
 CG0698'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0698'MIGUEL, THENCE 3.85 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0698'214.6 FEET SOUTHEAST ACROSS THE MAIN ROAD FROM B.M. R 306, 72 FEET
 CG0698'EAST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET NORTH OF THE CENTER
 CG0698'OF THE WASH, ABOUT 1 1/2 FOOT HIGHER THAN THE ROAD, A CHISELED SQUARE
 CG0698'CUT IN THE TOP OF A BOULDER, AND A METAL TAG ON A STAKE STAMPED
 CG0698'2914.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0170 ***********************************************************************
 ES0170  DESIGNATION -  292+47
 ES0170  PID         -  ES0170
 ES0170  STATE/COUNTY-  AZ/NAVAJO
 ES0170  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0170
 ES0170                         *CURRENT SURVEY CONTROL
 ES0170  ___________________________________________________________________
 ES0170* NAD 83(1986)-  34 15 27.     (N)    110 01 02.     (W)     SCALED    
 ES0170* NAVD 88     -      1947.155  (meters)    6388.29   (feet)  ADJUSTED  
 ES0170  ___________________________________________________________________
 ES0170  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0170  DYNAMIC HT  -        1944.261 (meters)    6378.80  (feet)  COMP
 ES0170  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 ES0170
 ES0170  VERT ORDER  -  FIRST     CLASS II
 ES0170
 ES0170.The horizontal coordinates were scaled from a topographic map and have
 ES0170.an estimated accuracy of +/- 6 seconds.
 ES0170
 ES0170.The orthometric height was determined by differential leveling
 ES0170.and adjusted in June 1991.
 ES0170
 ES0170.The geoid height was determined by GEOID03.
 ES0170
 ES0170.The dynamic height is computed by dividing the NAVD 88
 ES0170.geopotential number by the normal gravity value computed on the
 ES0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0170.degrees latitude (g = 980.6199 gals.).
 ES0170
 ES0170.The modeled gravity was interpolated from observed gravity values.
 ES0170
 ES0170;                    North         East    Units  Estimated Accuracy
 ES0170;SPC AZ E     -   361,220.      227,120.      MT  (+/- 180 meters Scaled)
 ES0170
 ES0170                          SUPERSEDED SURVEY CONTROL
 ES0170
 ES0170  NGVD 29 (??/??/92) 1946.231  (m)         6385.26   (f) ADJ UNCH    1 2
 ES0170
 ES0170.Superseded values are not recommended for survey control.
 ES0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0170.See file dsdata.txt to determine how the superseded data were derived.
 ES0170
 ES0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC904911(NAD 83)
 ES0170_MARKER: DD = SURVEY DISK
 ES0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0170_STAMPING: 292+47 619318 1935
 ES0170_MARK LOGO: BPR   
 ES0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0170
 ES0170  HISTORY     - Date     Condition        Report By
 ES0170  HISTORY     - 1935     MONUMENTED       BPR
 ES0170  HISTORY     - 1972     GOOD             USGS
 ES0170  HISTORY     - 1983     GOOD             NGS
 ES0170
 ES0170                          STATION DESCRIPTION
 ES0170
 ES0170'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0170'1.05 MI E FROM SHOW LOW.
 ES0170'FROM THE P.O. AT SHOW LOW 1.05 MI. E. OF ALONG US 60 HIGHWAY TO THE SE
 ES0170'CORNER OF THE TRIANGULAR JUNCTION OF US 60 HIGHWAY AND STATE 77 ROUTE.
 ES0170'BM IS 67 FT. N. OF CENTER LINE OF US 60 AND 66 FT. W. OF E. SIDE OF
 ES0170'TRIANGLE.  0.6 FT. N. OF METAL WITNESS POST, 3 FT. LOWER THAN HIGHWAY.
 ES0170'A USBPR DISK SET ON A 2 IN. METAL POST PROJECTING 8 IN., STAMPED
 ES0170'292+47 619318 1935.
 ES0170
 ES0170                          STATION RECOVERY (1983)
 ES0170
 ES0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0437 ***********************************************************************
 CY0437  DESIGNATION -  2923+00
 CY0437  PID         -  CY0437
 CY0437  STATE/COUNTY-  AZ/COCHISE
 CY0437  USGS QUAD   -  LUZENA (1979)
 CY0437
 CY0437                         *CURRENT SURVEY CONTROL
 CY0437  ___________________________________________________________________
 CY0437* NAD 83(1986)-  32 21 37.     (N)    109 37 09.     (W)     SCALED    
 CY0437* NAVD 88     -      1230.43   (+/-2cm)    4036.8    (feet)  VERTCON   
 CY0437  ___________________________________________________________________
 CY0437  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0437  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0437
 CY0437.The horizontal coordinates were scaled from a topographic map and have
 CY0437.an estimated accuracy of +/- 6 seconds.
 CY0437
 CY0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0437.The vertical order pertains to the NGVD 29 superseded value.
 CY0437
 CY0437.The geoid height was determined by GEOID03.
 CY0437
 CY0437;                    North         East    Units  Estimated Accuracy
 CY0437;SPC AZ E     -   150,950.      264,890.      MT  (+/- 180 meters Scaled)
 CY0437
 CY0437                          SUPERSEDED SURVEY CONTROL
 CY0437
 CY0437  NGVD 29 (??/??/92) 1229.619  (m)         4034.18   (f) ADJ UNCH    1 2
 CY0437
 CY0437.Superseded values are not recommended for survey control.
 CY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0437.See file dsdata.txt to determine how the superseded data were derived.
 CY0437
 CY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA299812(NAD 83)
 CY0437_MARKER: DD = SURVEY DISK
 CY0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0437_SP_SET: CULVERT
 CY0437_STAMPING: 4034.58 2923+00 1939
 CY0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0437
 CY0437  HISTORY     - Date     Condition        Report By
 CY0437  HISTORY     - 1939     MONUMENTED       AZHD
 CY0437  HISTORY     - 1952     GOOD             NGS
 CY0437  HISTORY     - 1957     MARK NOT FOUND   USGS
 CY0437
 CY0437                          STATION DESCRIPTION
 CY0437
 CY0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0437'15.7 MI NE FROM WILLCOX.
 CY0437'15.7 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0437'WILLCOX, 0.2 MILE EAST OF THE INTERSECTION OF UNITED STATES HIGHWAY
 CY0437'666, AND STATE HIGHWAY 86, IN A CULVERT OVER A DRY WASH, 0.1 MILE WEST
 CY0437'OF HIGHWAY MILEPOST NUMBER 344, 18.0 FEET SOUTH OF THE CENTER LINE OF
 CY0437'THE HIGHWAY, 13.1 FEET EAST OF A CULVERT SAFETY POST, 3.6 FEET WEST OF
 CY0437'THE EAST END OF A CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE--
 CY0437'0.5 MILE NORTHWEST OF BENCH  MARK 3985.51 (AHD).
 CY0437
 CY0437                          STATION RECOVERY (1957)
 CY0437
 CY0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CY0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0558 ***********************************************************************
 CY0558  DESIGNATION -  2931
 CY0558  PID         -  CY0558
 CY0558  STATE/COUNTY-  AZ/GRAHAM
 CY0558  USGS QUAD   -  THATCHER (1985)
 CY0558
 CY0558                         *CURRENT SURVEY CONTROL
 CY0558  ___________________________________________________________________
 CY0558* NAD 83(1986)-  32 50 32.     (N)    109 45 40.     (W)     SCALED    
 CY0558* NAVD 88     -       893.581  (meters)    2931.69   (feet)  ADJUSTED  
 CY0558  ___________________________________________________________________
 CY0558  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY0558  DYNAMIC HT  -         892.326 (meters)    2927.57  (feet)  COMP
 CY0558  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 CY0558
 CY0558  VERT ORDER  -  FIRST     CLASS II
 CY0558
 CY0558.The horizontal coordinates were scaled from a topographic map and have
 CY0558.an estimated accuracy of +/- 6 seconds.
 CY0558
 CY0558.The orthometric height was determined by differential leveling
 CY0558.and adjusted in June 1991.
 CY0558
 CY0558.The geoid height was determined by GEOID03.
 CY0558
 CY0558.The dynamic height is computed by dividing the NAVD 88
 CY0558.geopotential number by the normal gravity value computed on the
 CY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0558.degrees latitude (g = 980.6199 gals.).
 CY0558
 CY0558.The modeled gravity was interpolated from observed gravity values.
 CY0558
 CY0558;                    North         East    Units  Estimated Accuracy
 CY0558;SPC AZ E     -   204,330.      251,320.      MT  (+/- 180 meters Scaled)
 CY0558
 CY0558                          SUPERSEDED SURVEY CONTROL
 CY0558
 CY0558  NGVD 29 (??/??/92)  892.979  (m)         2929.72   (f) ADJ UNCH    1 2
 CY0558
 CY0558.Superseded values are not recommended for survey control.
 CY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0558.See file dsdata.txt to determine how the superseded data were derived.
 CY0558
 CY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB159344(NAD 83)
 CY0558_MARKER: P = PIPE CAP
 CY0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0558_STAMPING: 2931 PHNX
 CY0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0558
 CY0558  HISTORY     - Date     Condition        Report By
 CY0558  HISTORY     - UNK      MONUMENTED       USGS
 CY0558  HISTORY     - 1932     GOOD             NGS
 CY0558  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0558
 CY0558                          STATION DESCRIPTION
 CY0558
 CY0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0558'IN THATCHER.
 CY0558'AT NORTHWEST END OF SOUTHERN PACIFIC DEPOT GROUNDS, 26 FEET NORTHEAST
 CY0558'OF RAILWAY TRESTLE MARKED 1140.73.
 CY0558
 CY0558                          STATION RECOVERY (1979)
 CY0558
 CY0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0558'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS AREA HAS CHANGED
 CY0558'EXTENSIVELY, THE STATION HAS BEEN TORN DOWN AND MEASUREMENTS PLACE
 CY0558'THIS MARK IN THE SHOULDER OF A ROAD.  THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0544 ***********************************************************************
 CG0544  DESIGNATION -  2937.93
 CG0544  PID         -  CG0544
 CG0544  STATE/COUNTY-  AZ/PIMA
 CG0544  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0544
 CG0544                         *CURRENT SURVEY CONTROL
 CG0544  ___________________________________________________________________
 CG0544* NAD 83(1986)-  31 48 43.     (N)    111 00 37.     (W)     SCALED    
 CG0544* NAVD 88     -       896.19   (+/-2cm)    2940.2    (feet)  VERTCON   
 CG0544  ___________________________________________________________________
 CG0544  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0544
 CG0544.The horizontal coordinates were scaled from a topographic map and have
 CG0544.an estimated accuracy of +/- 6 seconds.
 CG0544
 CG0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0544.The vertical order pertains to the NGVD 29 superseded value.
 CG0544
 CG0544.The geoid height was determined by GEOID03.
 CG0544
 CG0544;                    North         East    Units  Estimated Accuracy
 CG0544;SPC AZ C     -    90,370.      299,180.      MT  (+/- 180 meters Scaled)
 CG0544
 CG0544                          SUPERSEDED SURVEY CONTROL
 CG0544
 CG0544  NGVD 29 (??/??/92)  895.428  (m)         2937.75   (f) ADJ UNCH    2 0
 CG0544
 CG0544.Superseded values are not recommended for survey control.
 CG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0544.See file dsdata.txt to determine how the superseded data were derived.
 CG0544
 CG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA990195(NAD 83)
 CG0544_MARKER: DD = SURVEY DISK
 CG0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0544_SP_SET: BRIDGE
 CG0544_STAMPING: 2937.93 1941X88.59 1953
 CG0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0544
 CG0544  HISTORY     - Date     Condition        Report By
 CG0544  HISTORY     - 1953     MONUMENTED       AZHD
 CG0544  HISTORY     - 1959     GOOD             NGS
 CG0544  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0544  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0544
 CG0544                          STATION DESCRIPTION
 CG0544
 CG0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0544'7.15 MI N FROM AMADO.
 CG0544'7.15 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0544'0.1 MILE NORTH OF MILEPOST 37, 21 FEET WEST OF THE CENTER OF THE
 CG0544'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 CG0544'BRIDGE.
 CG0544
 CG0544                          STATION RECOVERY (1976)
 CG0544
 CG0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0544'MARK NOT FOUND.
 CG0544
 CG0544                          STATION RECOVERY (1980)
 CG0544
 CG0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0544'NOT RECOVERED BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0544'HIGHWAY I-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0635 ***********************************************************************
 ET0635  DESIGNATION -  2940.88
 ET0635  PID         -  ET0635
 ET0635  STATE/COUNTY-  AZ/YAVAPAI
 ET0635  USGS QUAD   -  THORN PEAK (1967)
 ET0635
 ET0635                         *CURRENT SURVEY CONTROL
 ET0635  ___________________________________________________________________
 ET0635* NAD 83(1986)-  34 29 27.     (N)    113 10 43.     (W)     SCALED    
 ET0635* NAVD 88     -       897.066  (meters)    2943.12   (feet)  POSTED    
 ET0635  ___________________________________________________________________
 ET0635  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 ET0635  DYNAMIC HT  -         895.970 (meters)    2939.53  (feet)  COMP
 ET0635  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 ET0635
 ET0635  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0635
 ET0635.The horizontal coordinates were scaled from a topographic map and have
 ET0635.an estimated accuracy of +/- 6 seconds.
 ET0635
 ET0635.The orthometric height was determined by differential leveling
 ET0635.and adjusted in November 2005.
 ET0635.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0635.rate of 1.1 thru 2.0 mm/km.
 ET0635
 ET0635.The geoid height was determined by GEOID03.
 ET0635
 ET0635.The dynamic height is computed by dividing the NAVD 88
 ET0635.geopotential number by the normal gravity value computed on the
 ET0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0635.degrees latitude (g = 980.6199 gals.).
 ET0635
 ET0635.The modeled gravity was interpolated from observed gravity values.
 ET0635
 ET0635;                    North         East    Units  Estimated Accuracy
 ET0635;SPC AZ C     -   387,820.       97,460.      MT  (+/- 180 meters Scaled)
 ET0635
 ET0635                          SUPERSEDED SURVEY CONTROL
 ET0635
 ET0635  NGVD 29 (??/??/92)  896.343  (m)         2940.75   (f) ADJ UNCH    1 2
 ET0635
 ET0635.Superseded values are not recommended for survey control.
 ET0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0635.See file dsdata.txt to determine how the superseded data were derived.
 ET0635
 ET0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD999187(NAD 83)
 ET0635_MARKER: Q = CHISELED SQUARE
 ET0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0635_SP_SET: CATTLE GUARD
 ET0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0635
 ET0635  HISTORY     - Date     Condition        Report By
 ET0635  HISTORY     - UNK      MONUMENTED       USGS
 ET0635  HISTORY     - 1950     GOOD             NGS
 ET0635
 ET0635                          STATION DESCRIPTION
 ET0635
 ET0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0635'10.9 MI S FROM BAGDAD.
 ET0635'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0635'AT BAGDAD, THENCE 4.1 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT A
 ET0635'CATTLE GUARD, ON THE TOP OF THE APPROXIMATE CENTER OF THE NORTHWEST
 ET0635'CONCRETE HEAD WALL, 5 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 ET0635'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0646 ***********************************************************************
 ET0646  DESIGNATION -  2945.83
 ET0646  PID         -  ET0646
 ET0646  STATE/COUNTY-  AZ/YAVAPAI
 ET0646  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0646
 ET0646                         *CURRENT SURVEY CONTROL
 ET0646  ___________________________________________________________________
 ET0646* NAD 83(1986)-  34 27 54.     (N)    113 15 54.     (W)     SCALED    
 ET0646* NAVD 88     -       898.532  (meters)    2947.93   (feet)  POSTED    
 ET0646  ___________________________________________________________________
 ET0646  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 ET0646  DYNAMIC HT  -         897.440 (meters)    2944.35  (feet)  COMP
 ET0646  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 ET0646
 ET0646  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0646
 ET0646.The horizontal coordinates were scaled from a topographic map and have
 ET0646.an estimated accuracy of +/- 6 seconds.
 ET0646
 ET0646.The orthometric height was determined by differential leveling
 ET0646.and adjusted in November 2005.
 ET0646.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0646.rate of 0.0 thru 1.0 mm/km.
 ET0646
 ET0646.The geoid height was determined by GEOID03.
 ET0646
 ET0646.The dynamic height is computed by dividing the NAVD 88
 ET0646.geopotential number by the normal gravity value computed on the
 ET0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0646.degrees latitude (g = 980.6199 gals.).
 ET0646
 ET0646.The modeled gravity was interpolated from observed gravity values.
 ET0646
 ET0646;                    North         East    Units  Estimated Accuracy
 ET0646;SPC AZ C     -   385,050.       89,490.      MT  (+/- 180 meters Scaled)
 ET0646
 ET0646                          SUPERSEDED SURVEY CONTROL
 ET0646
 ET0646  NGVD 29 (??/??/92)  897.816  (m)         2945.58   (f) ADJ UNCH    1 2
 ET0646
 ET0646.Superseded values are not recommended for survey control.
 ET0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0646.See file dsdata.txt to determine how the superseded data were derived.
 ET0646
 ET0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD919160(NAD 83)
 ET0646_MARKER: Q = CHISELED SQUARE
 ET0646_SETTING: 80 = SET IN A BOULDER
 ET0646_SP_SET: GRANITE BOULDER
 ET0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0646+STABILITY: SURFACE MOTION
 ET0646
 ET0646  HISTORY     - Date     Condition        Report By
 ET0646  HISTORY     - UNK      MONUMENTED       USGS
 ET0646  HISTORY     - 1950     GOOD             NGS
 ET0646
 ET0646                          STATION DESCRIPTION
 ET0646
 ET0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0646'17.2 MI SW FROM BAGDAD.
 ET0646'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0646'AT BAGDAD, THENCE 10.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.2
 ET0646'MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, AT THE SUMMIT
 ET0646'OF A GRADE, ON THE TOP OF A GRANITE BOULDER, 72 1/2 FEET WEST OF AND
 ET0646'ACROSS THE ROAD, 3.1 FEET NORTHWEST OF A 2-INCH PALO VERDE TREE, 2 1/2
 ET0646'FEET SOUTH OF A CAIRN, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND
 ET0646'MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0377 ***********************************************************************
 CY0377  DESIGNATION -  295+32
 CY0377  PID         -  CY0377
 CY0377  STATE/COUNTY-  AZ/COCHISE
 CY0377  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0377
 CY0377                         *CURRENT SURVEY CONTROL
 CY0377  ___________________________________________________________________
 CY0377* NAD 83(1986)-  32 10 51.     (N)    109 52 44.     (W)     SCALED    
 CY0377* NAVD 88     -      1263.44   (+/-2cm)    4145.1    (feet)  VERTCON   
 CY0377  ___________________________________________________________________
 CY0377  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0377  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0377
 CY0377.The horizontal coordinates were scaled from a topographic map and have
 CY0377.an estimated accuracy of +/- 6 seconds.
 CY0377
 CY0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0377.The vertical order pertains to the NGVD 29 superseded value.
 CY0377
 CY0377.The geoid height was determined by GEOID03.
 CY0377
 CY0377;                    North         East    Units  Estimated Accuracy
 CY0377;SPC AZ E     -   130,950.      240,500.      MT  (+/- 180 meters Scaled)
 CY0377
 CY0377                          SUPERSEDED SURVEY CONTROL
 CY0377
 CY0377  NGVD 29 (??/??/92) 1262.688  (m)         4142.67   (f) ADJ UNCH    1 2
 CY0377
 CY0377.Superseded values are not recommended for survey control.
 CY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0377.See file dsdata.txt to determine how the superseded data were derived.
 CY0377
 CY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA056610(NAD 83)
 CY0377_MARKER: DD = SURVEY DISK
 CY0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0377_SP_SET: CULVERT
 CY0377_STAMPING: 4143.10 295+32
 CY0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0377
 CY0377  HISTORY     - Date     Condition        Report By
 CY0377  HISTORY     - UNK      MONUMENTED       AZHD
 CY0377  HISTORY     - 1952     GOOD             NGS
 CY0377  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0377
 CY0377                          STATION DESCRIPTION
 CY0377
 CY0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0377'5.2 MI NE FROM COCHISE.
 CY0377'5.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0377'THE STATION AT COCHISE, NORTHWEST OF THE FIRST BRIDGE NORTHEAST OF
 CY0377'MILEPOLE NUMBER 1069, IN THE TOP AND AT ABOUT THE MIDDLE OF THE
 CY0377'SOUTHEAST CONCRETE HEADWALL OF A CULVERT, 182.4 FEET WEST OF SEMAPHORE
 CY0377'NUMBER 1069.1, 134.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 9.0 FEET
 CY0377'SOUTHWEST OF THE NORTHEAST END OF A CULVERT, 13 1/2 FEET SOUTHEAST OF
 CY0377'THE CENTER LINE OF THE OLD HIGHWAY, AND ABOUT LEVEL WITH THE OLD
 CY0377'HIGHWAY.
 CY0377
 CY0377                          STATION RECOVERY (1979)
 CY0377
 CY0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0377'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CY0377'NO LONGER EXISTS AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0549 ***********************************************************************
 CG0549  DESIGNATION -  2952.14
 CG0549  PID         -  CG0549
 CG0549  STATE/COUNTY-  AZ/PIMA
 CG0549  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0549
 CG0549                         *CURRENT SURVEY CONTROL
 CG0549  ___________________________________________________________________
 CG0549* NAD 83(1986)-  31 47 08.     (N)    111 01 24.     (W)     SCALED    
 CG0549* NAVD 88     -       905.19   (+/-2cm)    2969.8    (feet)  VERTCON   
 CG0549  ___________________________________________________________________
 CG0549  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0549
 CG0549.The horizontal coordinates were scaled from a topographic map and have
 CG0549.an estimated accuracy of +/- 6 seconds.
 CG0549
 CG0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0549.The vertical order pertains to the NGVD 29 superseded value.
 CG0549
 CG0549.The geoid height was determined by GEOID03.
 CG0549
 CG0549;                    North         East    Units  Estimated Accuracy
 CG0549;SPC AZ C     -    87,440.      297,960.      MT  (+/- 180 meters Scaled)
 CG0549
 CG0549                          SUPERSEDED SURVEY CONTROL
 CG0549
 CG0549  NGVD 29 (??/??/92)  904.418  (m)         2967.24   (f) ADJ UNCH    2 0
 CG0549
 CG0549.Superseded values are not recommended for survey control.
 CG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0549.See file dsdata.txt to determine how the superseded data were derived.
 CG0549
 CG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA977166(NAD 83)
 CG0549_MARKER: DD = SURVEY DISK
 CG0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0549_SP_SET: CULVERT
 CG0549_STAMPING: 2952.14 1755+00 1931
 CG0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0549
 CG0549  HISTORY     - Date     Condition        Report By
 CG0549  HISTORY     - 1931     MONUMENTED       AZHD
 CG0549  HISTORY     - 1959     GOOD             NGS
 CG0549  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0549  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0549
 CG0549                          STATION DESCRIPTION
 CG0549
 CG0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0549'5.0 MI N FROM AMADO.
 CG0549'5.0 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0549'0.15 MILE SOUTH OF MILEPOST 35, 24.5 FEET EAST OF THE CENTER OF THE
 CG0549'HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A 5 FOOT
 CG0549'CULVERT.
 CG0549
 CG0549                          STATION RECOVERY (1976)
 CG0549
 CG0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0549'MARK NOT FOUND.
 CG0549
 CG0549                          STATION RECOVERY (1980)
 CG0549
 CG0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0549'NOT RECOVERED NEW HEADWALL AND CULVERTS AT DESCRIBED LOCATION
 CG0549'BELIEVED DESTORYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0701 ***********************************************************************
 CG0701  DESIGNATION -  2952.4
 CG0701  PID         -  CG0701
 CG0701  STATE/COUNTY-  AZ/PIMA
 CG0701  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0701
 CG0701                         *CURRENT SURVEY CONTROL
 CG0701  ___________________________________________________________________
 CG0701* NAD 83(1986)-  31 33 21.     (N)    111 40 48.     (W)     SCALED    
 CG0701* NAVD 88     -       900.54   (+/-2cm)    2954.5    (feet)  VERTCON   
 CG0701  ___________________________________________________________________
 CG0701  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0701
 CG0701.The horizontal coordinates were scaled from a topographic map and have
 CG0701.an estimated accuracy of +/- 6 seconds.
 CG0701
 CG0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0701.The vertical order pertains to the NGVD 29 superseded value.
 CG0701
 CG0701.The geoid height was determined by GEOID03.
 CG0701
 CG0701;                    North         East    Units  Estimated Accuracy
 CG0701;SPC AZ C     -    61,650.      235,830.      MT  (+/- 180 meters Scaled)
 CG0701
 CG0701                          SUPERSEDED SURVEY CONTROL
 CG0701
 CG0701  NGVD 29 (??/??/92)  899.767  (m)         2951.99   (f) ADJ UNCH    2 0
 CG0701
 CG0701.Superseded values are not recommended for survey control.
 CG0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0701.See file dsdata.txt to determine how the superseded data were derived.
 CG0701
 CG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV354914(NAD 83)
 CG0701_MARKER: N = NAIL
 CG0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0701_SP_SET: TREE
 CG0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0701
 CG0701  HISTORY     - Date     Condition        Report By
 CG0701  HISTORY     - UNK      MONUMENTED       USGS
 CG0701  HISTORY     - 1952     GOOD             NGS
 CG0701
 CG0701                          STATION DESCRIPTION
 CG0701
 CG0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0701'10.15 MI SE FROM SAN MIGUEL.
 CG0701'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0701'MIGUEL, THENCE 5.85 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0701'AND SET IN THE NORTHEAST BASE OF A MESQUITE TREE, 44 FEET NORTHWEST OF
 CG0701'THE CENTER LINE OF THE ROAD, 39.5 FEET SOUTHWEST OF B.M. S 306, ABOUT
 CG0701'LEVEL WITH THE ROAD, AND A METAL TAG ON THE A TREE STAMPED 2952.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0270 ***********************************************************************
 ES0270  DESIGNATION -  2953
 ES0270  PID         -  ES0270
 ES0270  STATE/COUNTY-  AZ/GILA
 ES0270  USGS QUAD   -  GISELA (1972)
 ES0270
 ES0270                         *CURRENT SURVEY CONTROL
 ES0270  ___________________________________________________________________
 ES0270* NAD 83(1986)-  34 04 39.     (N)    111 20 33.     (W)     SCALED    
 ES0270* NAVD 88     -       900.79   (+/-2cm)    2955.3    (feet)  VERTCON   
 ES0270  ___________________________________________________________________
 ES0270  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ES0270  VERT ORDER  -  ? (See Below)
 ES0270
 ES0270.The horizontal coordinates were scaled from a topographic map and have
 ES0270.an estimated accuracy of +/- 6 seconds.
 ES0270
 ES0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0270.The vertical order pertains to the NGVD 29 superseded value.
 ES0270
 ES0270.The geoid height was determined by GEOID03.
 ES0270
 ES0270;                    North         East    Units  Estimated Accuracy
 ES0270;SPC AZ E     -   341,870.      104,840.      MT  (+/- 180 meters Scaled)
 ES0270
 ES0270                          SUPERSEDED SURVEY CONTROL
 ES0270
 ES0270  NGVD 29 (??/??/92)  900.168  (m)         2953.30   (f) ADJ UNCH    ?  
 ES0270
 ES0270.Superseded values are not recommended for survey control.
 ES0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0270.See file dsdata.txt to determine how the superseded data were derived.
 ES0270
 ES0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC684708(NAD 83)
 ES0270_MARKER: Z = SEE DESCRIPTION
 ES0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0270_SP_SET: TREE
 ES0270_STAMPING: U.S.G.S. 2953
 ES0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0270
 ES0270  HISTORY     - Date     Condition        Report By
 ES0270  HISTORY     - UNK      MONUMENTED       USGS
 ES0270  HISTORY     - 1933     GOOD             NGS
 ES0270
 ES0270                          STATION DESCRIPTION
 ES0270
 ES0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0270'12.6 MI S FROM PAYSON.
 ES0270'12.6 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0270'OFFICE AT PAYSON, GILA COUNTY, 2.9 MILES SOUTH OF THE GENERAL STORE AT
 ES0270'RYE, 0.2 MILE SOUTHEAST OF A STEEL WINDMILL, AT A CAMP CLEARING, 52
 ES0270'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE ROOT OF A BLAZED
 ES0270'ASH TREE, AND ABOUT 1 FOOT ABOVE THE GROUND, A UNITED STATES
 ES0270'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0587 ***********************************************************************
 FS0587  DESIGNATION -  2954.44
 FS0587  PID         -  FS0587
 FS0587  STATE/COUNTY-  AZ/MOHAVE
 FS0587  USGS QUAD   -  KINGMAN (1980)
 FS0587
 FS0587                         *CURRENT SURVEY CONTROL
 FS0587  ___________________________________________________________________
 FS0587* NAD 83(1986)-  35 08 57.     (N)    114 05 34.     (W)     SCALED    
 FS0587* NAVD 88     -       901.354  (meters)    2957.19   (feet)  POSTED    
 FS0587  ___________________________________________________________________
 FS0587  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FS0587  DYNAMIC HT  -         900.310 (meters)    2953.77  (feet)  COMP
 FS0587  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 FS0587
 FS0587  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0587
 FS0587.The horizontal coordinates were scaled from a topographic map and have
 FS0587.an estimated accuracy of +/- 6 seconds.
 FS0587
 FS0587.The orthometric height was determined by differential leveling
 FS0587.and adjusted by the  in 1992.
 FS0587.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0587.rate of 0.0 thru 1.0 mm/km.
 FS0587
 FS0587.The geoid height was determined by GEOID03.
 FS0587
 FS0587.The dynamic height is computed by dividing the NAVD 88
 FS0587.geopotential number by the normal gravity value computed on the
 FS0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0587.degrees latitude (g = 980.6199 gals.).
 FS0587
 FS0587.The modeled gravity was interpolated from observed gravity values.
 FS0587
 FS0587;                    North         East    Units  Estimated Accuracy
 FS0587;SPC AZ W     -   460,190.      182,130.      MT  (+/- 180 meters Scaled)
 FS0587
 FS0587                          SUPERSEDED SURVEY CONTROL
 FS0587
 FS0587  NGVD 29 (??/??/92)  900.591  (m)         2954.69   (f) ADJ UNCH    2 0
 FS0587
 FS0587.Superseded values are not recommended for survey control.
 FS0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0587.See file dsdata.txt to determine how the superseded data were derived.
 FS0587
 FS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU648934(NAD 83)
 FS0587_MARKER: DD = SURVEY DISK
 FS0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0587_SP_SET: CULVERT
 FS0587_STAMPING: 2954.44 2393X20 1954
 FS0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0587
 FS0587  HISTORY     - Date     Condition        Report By
 FS0587  HISTORY     - 1954     MONUMENTED       AZHD
 FS0587  HISTORY     - 1961     GOOD             NGS
 FS0587  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0587
 FS0587                          STATION DESCRIPTION
 FS0587
 FS0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0587'4.3 MI SSW FROM KINGMAN.
 FS0587'ABOUT 4.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0587'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0587'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTHEAST HEADWALL
 FS0587'OF A 6 FOOT CONCRETE BOX CULVERT, 24 FEET SOUTHEAST OF THE CENTER
 FS0587'LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FS0587'HIGHWAY.
 FS0587
 FS0587                          STATION RECOVERY (1981)
 FS0587
 FS0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0587'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0222 ***********************************************************************
 CG0222  DESIGNATION -  296+44.5
 CG0222  PID         -  CG0222
 CG0222  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0222  USGS QUAD   -  RIO RICO (1981)
 CG0222
 CG0222                         *CURRENT SURVEY CONTROL
 CG0222  ___________________________________________________________________
 CG0222* NAD 83(1986)-  31 25 28.     (N)    110 57 35.     (W)     SCALED    
 CG0222* NAVD 88     -      1078.000  (meters)    3536.74   (feet)  ADJUSTED  
 CG0222  ___________________________________________________________________
 CG0222  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0222  DYNAMIC HT  -        1076.354 (meters)    3531.34  (feet)  COMP
 CG0222  MODELED GRAV-     979,077.2   (mgal)                       NAVD 88
 CG0222
 CG0222  VERT ORDER  -  FIRST     CLASS II
 CG0222
 CG0222.The horizontal coordinates were scaled from a topographic map and have
 CG0222.an estimated accuracy of +/- 6 seconds.
 CG0222
 CG0222.The orthometric height was determined by differential leveling
 CG0222.and adjusted in June 1991.
 CG0222
 CG0222.The geoid height was determined by GEOID03.
 CG0222
 CG0222.The dynamic height is computed by dividing the NAVD 88
 CG0222.geopotential number by the normal gravity value computed on the
 CG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0222.degrees latitude (g = 980.6199 gals.).
 CG0222
 CG0222.The modeled gravity was interpolated from observed gravity values.
 CG0222
 CG0222;                    North         East    Units  Estimated Accuracy
 CG0222;SPC AZ C     -    47,450.      304,340.      MT  (+/- 180 meters Scaled)
 CG0222
 CG0222                          SUPERSEDED SURVEY CONTROL
 CG0222
 CG0222  NGVD 29 (??/??/92) 1077.116  (m)         3533.84   (f) ADJ UNCH    1 2
 CG0222
 CG0222.Superseded values are not recommended for survey control.
 CG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0222.See file dsdata.txt to determine how the superseded data were derived.
 CG0222
 CG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV038766(NAD 83)
 CG0222_MARKER: DD = SURVEY DISK
 CG0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0222_SP_SET: BRIDGE
 CG0222_STAMPING: 296+44.5 1931 3521.24
 CG0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0222
 CG0222  HISTORY     - Date     Condition        Report By
 CG0222  HISTORY     - 1931     MONUMENTED       AZHD
 CG0222  HISTORY     - 1959     GOOD             NGS
 CG0222  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0222  HISTORY     - 1980     GOOD             NGS
 CG0222
 CG0222                          STATION DESCRIPTION
 CG0222
 CG0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0222'7.3 MI N FROM NOGALES.
 CG0222'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0222'STATION AT NOGALES, ON OLD U.S. HIGHWAY 89, 210 FEET SOUTHEAST OF THE
 CG0222'JUNCTION OF THE RUBY ROAD, AT A CONCRETE BRIDGE ON THE HIGHWAY, IN THE
 CG0222'TOP OF THE NORTHWEST END OF THE NORTHEAST CURB OF THE BRIDGE, AND 14
 CG0222'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.
 CG0222
 CG0222                          STATION RECOVERY (1976)
 CG0222
 CG0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0222'MARK NOT FOUND.
 CG0222
 CG0222                          STATION RECOVERY (1980)
 CG0222
 CG0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0222'10.5 KILOMETERS (6.5 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0222'FROM THE COUNTY COURTHOUSE IN NOGALES, THENCE 0.6 KILOMETER (0.4
 CG0222'MILE) NORTHWEST ALONG OLD TUCSON ROAD, AT A CONCRETE BRIDGE OVER
 CG0222'NOGALES WASH, IN TOP OF AND 1.5 METERS (5.0 FEET) SOUTHEAST OF THE
 CG0222'NORTHWEST END OF THE NORTHEAST CONCRETE CURB, 3.8 METERS (12.5 FEET)
 CG0222'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CG0222'THE MARK IS 0.2 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0646 ***********************************************************************
 CG0646  DESIGNATION -  2960.2
 CG0646  PID         -  CG0646
 CG0646  STATE/COUNTY-  AZ/PIMA
 CG0646  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0646
 CG0646                         *CURRENT SURVEY CONTROL
 CG0646  ___________________________________________________________________
 CG0646* NAD 83(1986)-  31 57 15.     (N)    111 42 11.     (W)     SCALED    
 CG0646* NAVD 88     -       902.97   (+/-2cm)    2962.5    (feet)  VERTCON   
 CG0646  ___________________________________________________________________
 CG0646  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0646
 CG0646.The horizontal coordinates were scaled from a topographic map and have
 CG0646.an estimated accuracy of +/- 6 seconds.
 CG0646
 CG0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0646.The vertical order pertains to the NGVD 29 superseded value.
 CG0646
 CG0646.The geoid height was determined by GEOID03.
 CG0646
 CG0646;                    North         East    Units  Estimated Accuracy
 CG0646;SPC AZ C     -   105,810.      233,550.      MT  (+/- 180 meters Scaled)
 CG0646
 CG0646                          SUPERSEDED SURVEY CONTROL
 CG0646
 CG0646  NGVD 29 (??/??/92)  902.226  (m)         2960.05   (f) ADJ UNCH    2 0
 CG0646
 CG0646.Superseded values are not recommended for survey control.
 CG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0646.See file dsdata.txt to determine how the superseded data were derived.
 CG0646
 CG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA335355(NAD 83)
 CG0646_MARKER: Z = SEE DESCRIPTION
 CG0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0646_SP_SET: METAL TAG
 CG0646_STAMPING: 2960.2
 CG0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0646
 CG0646  HISTORY     - Date     Condition        Report By
 CG0646  HISTORY     - UNK      MONUMENTED       USGS
 CG0646  HISTORY     - 1952     GOOD             NGS
 CG0646
 CG0646                          STATION DESCRIPTION
 CG0646
 CG0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0646'16.35 MI E FROM SELLS.
 CG0646'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0646'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 3.25 MILES
 CG0646'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.55 MILE SOUTH OF A
 CG0646'CATTLE GUARD, AT A TURN IN THE ROAD TO THE SOUTH, 0.15 MILE NORTH OF A
 CG0646'LARGE WASH AT THE BASE OF A GRADE, 102.5 FEET SOUTHWEST OF (USC AND GS
 CG0646'BM A 306), 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0646'LEVEL WITH THE ROAD, A STEEL ROD PROJECTING 0.6 FOOT ABOVE THE GROUND,
 CG0646'AND A METAL TAG ON THE STAKE STAMPED 2960.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0670 ***********************************************************************
 FR0670  DESIGNATION -  2968
 FR0670  PID         -  FR0670
 FR0670  STATE/COUNTY-  AZ/MOHAVE
 FR0670  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0670
 FR0670                         *CURRENT SURVEY CONTROL
 FR0670  ___________________________________________________________________
 FR0670* NAD 83(1986)-  35 34 07.     (N)    113 53 31.     (W)     SCALED    
 FR0670* NAVD 88     -       906.068  (meters)    2972.66   (feet)  POSTED    
 FR0670  ___________________________________________________________________
 FR0670  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FR0670  DYNAMIC HT  -         905.020 (meters)    2969.22  (feet)  COMP
 FR0670  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 FR0670
 FR0670  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0670
 FR0670.The horizontal coordinates were scaled from a topographic map and have
 FR0670.an estimated accuracy of +/- 6 seconds.
 FR0670
 FR0670.The orthometric height was determined by differential leveling
 FR0670.and adjusted by the  in 1992.
 FR0670.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0670.rate of 1.1 thru 2.0 mm/km.
 FR0670
 FR0670.The geoid height was determined by GEOID03.
 FR0670
 FR0670.The dynamic height is computed by dividing the NAVD 88
 FR0670.geopotential number by the normal gravity value computed on the
 FR0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0670.degrees latitude (g = 980.6199 gals.).
 FR0670
 FR0670.The modeled gravity was interpolated from observed gravity values.
 FR0670
 FR0670;                    North         East    Units  Estimated Accuracy
 FR0670;SPC AZ W     -   506,680.      200,490.      MT  (+/- 180 meters Scaled)
 FR0670
 FR0670                          SUPERSEDED SURVEY CONTROL
 FR0670
 FR0670  NGVD 29 (??/??/92)  905.301  (m)         2970.14   (f) ADJ UNCH    1 1
 FR0670
 FR0670.Superseded values are not recommended for survey control.
 FR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0670.See file dsdata.txt to determine how the superseded data were derived.
 FR0670
 FR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE379399(NAD 83)
 FR0670_MARKER: DD = SURVEY DISK
 FR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0670_STAMPING: 2968 (USGS)
 FR0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0670+STABILITY: SURFACE MOTION
 FR0670
 FR0670  HISTORY     - Date     Condition        Report By
 FR0670  HISTORY     - 1920     MONUMENTED       USGS
 FR0670  HISTORY     - 1940     GOOD             NGS
 FR0670
 FR0670                          STATION DESCRIPTION
 FR0670
 FR0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0670'16.8 MI N FROM HACKBERRY.
 FR0670'16.8 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0670'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.7 MILE
 FR0670'NORTHWEST OF A CATTLE GUARD, 57 FEET NORTHEAST OF THE CENTERLINE OF
 FR0670'THE ROAD, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 FR0670'SURROUNDED BY SMALL ROCKS.  A USGS SURVEY DISK STAMPED 2968 1920 AND
 FR0670'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0534 ***********************************************************************
 CZ0534  DESIGNATION -  297+42.1
 CZ0534  PID         -  CZ0534
 CZ0534  STATE/COUNTY-  AZ/PIMA
 CZ0534  USGS QUAD   -  JAYNES (1992)
 CZ0534
 CZ0534                         *CURRENT SURVEY CONTROL
 CZ0534  ___________________________________________________________________
 CZ0534* NAD 83(1986)-  32 21 41.     (N)    111 05 28.     (W)     SCALED    
 CZ0534* NAVD 88     -       656.651  (meters)    2154.36   (feet)  ADJUSTED  
 CZ0534  ___________________________________________________________________
 CZ0534  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0534  DYNAMIC HT  -         655.769 (meters)    2151.47  (feet)  COMP
 CZ0534  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 CZ0534
 CZ0534  VERT ORDER  -  FIRST     CLASS II
 CZ0534
 CZ0534.The horizontal coordinates were scaled from a topographic map and have
 CZ0534.an estimated accuracy of +/- 6 seconds.
 CZ0534
 CZ0534.The orthometric height was determined by differential leveling
 CZ0534.and adjusted in June 1991.
 CZ0534
 CZ0534.The geoid height was determined by GEOID03.
 CZ0534
 CZ0534.The dynamic height is computed by dividing the NAVD 88
 CZ0534.geopotential number by the normal gravity value computed on the
 CZ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0534.degrees latitude (g = 980.6199 gals.).
 CZ0534
 CZ0534.The modeled gravity was interpolated from observed gravity values.
 CZ0534
 CZ0534;                    North         East    Units  Estimated Accuracy
 CZ0534;SPC AZ C     -   151,240.      291,060.      MT  (+/- 180 meters Scaled)
 CZ0534
 CZ0534                          SUPERSEDED SURVEY CONTROL
 CZ0534
 CZ0534.No superseded survey control is available for this station.
 CZ0534
 CZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA914804(NAD 83)
 CZ0534_MARKER: DD = SURVEY DISK
 CZ0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0534_SP_SET: CURBING
 CZ0534_STAMPING: 2152.78 297+42.1
 CZ0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0534+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0534
 CZ0534  HISTORY     - Date     Condition        Report By
 CZ0534  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0534  HISTORY     - 1951     GOOD             NGS
 CZ0534  HISTORY     - 1960     GOOD             NGS
 CZ0534  HISTORY     - 1975     GOOD             DOD
 CZ0534  HISTORY     - 1980     GOOD             NGS
 CZ0534  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0534
 CZ0534                          STATION DESCRIPTION
 CZ0534
 CZ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0534'0.4 MI NW FROM CORTARO.
 CZ0534'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0534'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 6 POLES
 CZ0534'NORTHWEST OF MILE POLE 972 AND CORTARO FARM ROAD, AT RAILROAD MILEAGE
 CZ0534'971.79, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 CZ0534'CURBING OF A SMALL HIGHWAY BRIDGE, 20 1/2 FEET SOUTHWEST OF TELEGRAPH
 CZ0534'POLE 6, 19.9 FEET NORTHWEST OF HIGHWAY SIGN READING PICACHO 35 MI. -
 CZ0534'COOLIDGE 54 MI, 16 1/2 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND
 CZ0534'ABOUT LEVEL WITH THE HIGHWAY.
 CZ0534
 CZ0534                          STATION RECOVERY (1960)
 CZ0534
 CZ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0534'RECOVERED IN GOOD CONDITION.
 CZ0534
 CZ0534                          STATION RECOVERY (1975)
 CZ0534
 CZ0534'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 CZ0534'RECOVERED IN GOOD CONDITION.
 CZ0534
 CZ0534                          STATION RECOVERY (1980)
 CZ0534
 CZ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0534'19.5 KILOMETERS (12.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0534'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ0534'NORTHWEST OF THE INTERSECTION OF THE FRONTAGE ROAD AND CORTARO ROAD,
 CZ0534'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE
 CZ0534'BRIDGE UNDER THE FRONTAGE ROAD, 37.5 METERS (123 FEET) SOUTHWEST OF
 CZ0534'THE SOUTHWEST RAIL OF THE TRACKS AND 4.9 METERS (16 FEET) NORTHEAST
 CZ0534'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0534'THE MARK IS 0.1 M ABOVE FRONTAGE ROAD.
 CZ0534
 CZ0534                          STATION RECOVERY (2006)
 CZ0534
 CZ0534'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0674 ***********************************************************************
 FR0674  DESIGNATION -  2971
 FR0674  PID         -  FR0674
 FR0674  STATE/COUNTY-  AZ/MOHAVE
 FR0674  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0674
 FR0674                         *CURRENT SURVEY CONTROL
 FR0674  ___________________________________________________________________
 FR0674* NAD 83(1986)-  35 36 36.     (N)    113 54 55.     (W)     SCALED    
 FR0674* NAVD 88     -       906.790  (meters)    2975.03   (feet)  POSTED    
 FR0674  ___________________________________________________________________
 FR0674  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FR0674  DYNAMIC HT  -         905.750 (meters)    2971.61  (feet)  COMP
 FR0674  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 FR0674
 FR0674  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0674
 FR0674.The horizontal coordinates were scaled from a topographic map and have
 FR0674.an estimated accuracy of +/- 6 seconds.
 FR0674
 FR0674.The orthometric height was determined by differential leveling
 FR0674.and adjusted by the  in 1992.
 FR0674.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0674.rate of 1.1 thru 2.0 mm/km.
 FR0674
 FR0674.The geoid height was determined by GEOID03.
 FR0674
 FR0674.The dynamic height is computed by dividing the NAVD 88
 FR0674.geopotential number by the normal gravity value computed on the
 FR0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0674.degrees latitude (g = 980.6199 gals.).
 FR0674
 FR0674.The modeled gravity was interpolated from observed gravity values.
 FR0674
 FR0674;                    North         East    Units  Estimated Accuracy
 FR0674;SPC AZ W     -   511,270.      198,390.      MT  (+/- 180 meters Scaled)
 FR0674
 FR0674                          SUPERSEDED SURVEY CONTROL
 FR0674
 FR0674  NGVD 29 (??/??/92)  906.030  (m)         2972.53   (f) ADJ UNCH    1 1
 FR0674
 FR0674.Superseded values are not recommended for survey control.
 FR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0674.See file dsdata.txt to determine how the superseded data were derived.
 FR0674
 FR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE359446(NAD 83)
 FR0674_MARKER: DD = SURVEY DISK
 FR0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0674_STAMPING: 2971 1920
 FR0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0674+STABILITY: SURFACE MOTION
 FR0674
 FR0674  HISTORY     - Date     Condition        Report By
 FR0674  HISTORY     - 1920     MONUMENTED       USGS
 FR0674  HISTORY     - 1940     GOOD             NGS
 FR0674
 FR0674                          STATION DESCRIPTION
 FR0674
 FR0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0674'19.9 MI N FROM HACKBERRY.
 FR0674'19.9 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0674'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.7 MILE
 FR0674'SOUTHEAST OF THE INTERSECTION OF THE ROAD LEADING TO THE P. AND M.
 FR0674'MINE, 42 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF
 FR0674'A WHITE WOODEN WITNESS POST, AND SURROUNDED BY SMALL ROCKS, A USGS
 FR0674'STANDARD DISK STAMPED 2971 1920 AND SET IN THE TOP OF A CONCRETE POST,
 FR0674'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0553 ***********************************************************************
 CY0553  DESIGNATION -  2979
 CY0553  PID         -  CY0553
 CY0553  STATE/COUNTY-  AZ/GRAHAM
 CY0553  USGS QUAD   -  SAFFORD (1985)
 CY0553
 CY0553                         *CURRENT SURVEY CONTROL
 CY0553  ___________________________________________________________________
 CY0553* NAD 83(1986)-  32 47 58.     (N)    109 38 22.     (W)     SCALED    
 CY0553* NAVD 88     -       908.430  (meters)    2980.41   (feet)  ADJUSTED  
 CY0553  ___________________________________________________________________
 CY0553  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0553  DYNAMIC HT  -         907.160 (meters)    2976.24  (feet)  COMP
 CY0553  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 CY0553
 CY0553  VERT ORDER  -  FIRST     CLASS II
 CY0553
 CY0553.The horizontal coordinates were scaled from a topographic map and have
 CY0553.an estimated accuracy of +/- 6 seconds.
 CY0553
 CY0553.The orthometric height was determined by differential leveling
 CY0553.and adjusted in June 1991.
 CY0553.WARNING-Repeat measurements at this control monument indicate possible
 CY0553.vertical movement.
 CY0553
 CY0553.The geoid height was determined by GEOID03.
 CY0553
 CY0553.The dynamic height is computed by dividing the NAVD 88
 CY0553.geopotential number by the normal gravity value computed on the
 CY0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0553.degrees latitude (g = 980.6199 gals.).
 CY0553
 CY0553.The modeled gravity was interpolated from observed gravity values.
 CY0553
 CY0553;                    North         East    Units  Estimated Accuracy
 CY0553;SPC AZ E     -   199,640.      262,740.      MT  (+/- 180 meters Scaled)
 CY0553
 CY0553                          SUPERSEDED SURVEY CONTROL
 CY0553
 CY0553  NGVD 29 (??/??/92)  907.840  (m)         2978.47   (f) ADJ UNCH    1 2
 CY0553
 CY0553.Superseded values are not recommended for survey control.
 CY0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0553.See file dsdata.txt to determine how the superseded data were derived.
 CY0553
 CY0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB273298(NAD 83)
 CY0553_MARKER: P = PIPE CAP
 CY0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0553_STAMPING: 2978.406 PHNX
 CY0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0553
 CY0553  HISTORY     - Date     Condition        Report By
 CY0553  HISTORY     - UNK      MONUMENTED       USGS
 CY0553  HISTORY     - 1932     GOOD             NGS
 CY0553
 CY0553                          STATION DESCRIPTION
 CY0553
 CY0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CY0553'IN SOLOMONSVILLE.
 CY0553'0.5 MILES SOUTHWEST OF TOWN CENTER, 100 FEET WEST OF SOLOMON DEPOT, 20
 CY0553'FEET SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0680 ***********************************************************************
 CG0680  DESIGNATION -  2985.7
 CG0680  PID         -  CG0680
 CG0680  STATE/COUNTY-  AZ/PIMA
 CG0680  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0680
 CG0680                         *CURRENT SURVEY CONTROL
 CG0680  ___________________________________________________________________
 CG0680* NAD 83(1986)-  31 42 20.     (N)    111 41 39.     (W)     SCALED    
 CG0680* NAVD 88     -       910.67   (+/-2cm)    2987.8    (feet)  VERTCON   
 CG0680  ___________________________________________________________________
 CG0680  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CG0680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0680
 CG0680.The horizontal coordinates were scaled from a topographic map and have
 CG0680.an estimated accuracy of +/- 6 seconds.
 CG0680
 CG0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0680.The vertical order pertains to the NGVD 29 superseded value.
 CG0680
 CG0680.The geoid height was determined by GEOID03.
 CG0680
 CG0680;                    North         East    Units  Estimated Accuracy
 CG0680;SPC AZ C     -    78,240.      234,450.      MT  (+/- 180 meters Scaled)
 CG0680
 CG0680                          SUPERSEDED SURVEY CONTROL
 CG0680
 CG0680  NGVD 29 (??/??/92)  909.899  (m)         2985.23   (f) ADJ UNCH    2 0
 CG0680
 CG0680.Superseded values are not recommended for survey control.
 CG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0680.See file dsdata.txt to determine how the superseded data were derived.
 CG0680
 CG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA342080(NAD 83)
 CG0680_MARKER: N = NAIL
 CG0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0680_SP_SET: TREE
 CG0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0680
 CG0680  HISTORY     - Date     Condition        Report By
 CG0680  HISTORY     - UNK      MONUMENTED       USGS
 CG0680  HISTORY     - 1952     GOOD             NGS
 CG0680  HISTORY     - 1977     GOOD             USGS
 CG0680
 CG0680                          STATION DESCRIPTION
 CG0680
 CG0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0680'10.9 MI NE FROM SAN MIGUEL.
 CG0680'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0680'MIGUEL, THENCE 6.6 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0680'18.00 MILES SOUTHEAST OF TOPAWA, 0.1 MILE NORTHEAST OF THE JUNCTION OF
 CG0680'THE MAIN ROAD AND A ROAD LEADING WEST, AND SET IN THE TOP OF THE ROOT
 CG0680'ON THE EAST SIDE OF A MESQUITE TREE, 28 FEET SOUTHEAST OF THE CENTER
 CG0680'LINE OF THE ROAD, 3.7 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL
 CG0680'WITH THE ROAD.
 CG0680
 CG0680                          STATION RECOVERY (1977)
 CG0680
 CG0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0680'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0680'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0418 ***********************************************************************
 CG0418  DESIGNATION -  2994.322
 CG0418  PID         -  CG0418
 CG0418  STATE/COUNTY-  AZ/PIMA
 CG0418  USGS QUAD   -  FRESNO WASH (1982)
 CG0418
 CG0418                         *CURRENT SURVEY CONTROL
 CG0418  ___________________________________________________________________
 CG0418* NAD 83(1986)-  31 50 09.     (N)    111 24 12.     (W)     SCALED    
 CG0418* NAVD 88     -       913.32   (+/-2cm)    2996.5    (feet)  VERTCON   
 CG0418  ___________________________________________________________________
 CG0418  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CG0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0418
 CG0418.The horizontal coordinates were scaled from a topographic map and have
 CG0418.an estimated accuracy of +/- 6 seconds.
 CG0418
 CG0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0418.The vertical order pertains to the NGVD 29 superseded value.
 CG0418
 CG0418.The geoid height was determined by GEOID03.
 CG0418
 CG0418;                    North         East    Units  Estimated Accuracy
 CG0418;SPC AZ C     -    92,780.      261,950.      MT  (+/- 180 meters Scaled)
 CG0418
 CG0418                          SUPERSEDED SURVEY CONTROL
 CG0418
 CG0418  NGVD 29 (??/??/92)  912.577  (m)         2994.01   (f) ADJ UNCH    2 0
 CG0418
 CG0418.Superseded values are not recommended for survey control.
 CG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0418.See file dsdata.txt to determine how the superseded data were derived.
 CG0418
 CG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA618223(NAD 83)
 CG0418_MARKER: Q = CHISELED SQUARE
 CG0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0418_SP_SET: BRIDGE
 CG0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0418
 CG0418  HISTORY     - Date     Condition        Report By
 CG0418  HISTORY     - UNK      MONUMENTED       USGS
 CG0418  HISTORY     - 1951     GOOD             NGS
 CG0418
 CG0418                          STATION DESCRIPTION
 CG0418
 CG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0418'18.45 MI S FROM THREE POINTS.
 CG0418'18.45 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0418'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 3.5 MILES SOUTH OF THE
 CG0418'PALO ALTO RANCH, AT A STEEL BRIDGE OVER THE ALTAR WASH, A CHISELED
 CG0418'SQUARE CUT IN THE TOP OF THE SOUTH CONCRETE WING WALL AT THE SOUTHEAST
 CG0418'CORNER OF THE BRIDGE, AND ABOUT 20 FEET ABOVE THE LOWEST POINT OF THE
 CG0418'WASH, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST
 CG0418'OF THE SOUTHEAST CORNER OF THE STEEL BRIDGE, 1.1 FEET NORTHWEST OF THE
 CG0418'SOUTHEAST END OF THE WING WALL, AND ABOUT LEVEL WITH THE ROAD, AND
 CG0418'MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0417 ***********************************************************************
 CG0417  DESIGNATION -  2998.03
 CG0417  PID         -  CG0417
 CG0417  STATE/COUNTY-  AZ/PIMA
 CG0417  USGS QUAD   -  FRESNO WASH (1982)
 CG0417
 CG0417                         *CURRENT SURVEY CONTROL
 CG0417  ___________________________________________________________________
 CG0417* NAD 83(1986)-  31 50 56.     (N)    111 23 54.     (W)     SCALED    
 CG0417* NAVD 88     -       914.45   (+/-2cm)    3000.2    (feet)  VERTCON   
 CG0417  ___________________________________________________________________
 CG0417  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CG0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0417
 CG0417.The horizontal coordinates were scaled from a topographic map and have
 CG0417.an estimated accuracy of +/- 6 seconds.
 CG0417
 CG0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0417.The vertical order pertains to the NGVD 29 superseded value.
 CG0417
 CG0417.The geoid height was determined by GEOID03.
 CG0417
 CG0417;                    North         East    Units  Estimated Accuracy
 CG0417;SPC AZ C     -    94,230.      262,410.      MT  (+/- 180 meters Scaled)
 CG0417
 CG0417                          SUPERSEDED SURVEY CONTROL
 CG0417
 CG0417  NGVD 29 (??/??/92)  913.714  (m)         2997.74   (f) ADJ UNCH    2 0
 CG0417
 CG0417.Superseded values are not recommended for survey control.
 CG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0417.See file dsdata.txt to determine how the superseded data were derived.
 CG0417
 CG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA623237(NAD 83)
 CG0417_MARKER: Q = CHISELED SQUARE
 CG0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0417_SP_SET: CULVERT
 CG0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0417
 CG0417  HISTORY     - Date     Condition        Report By
 CG0417  HISTORY     - UNK      MONUMENTED       USGS
 CG0417  HISTORY     - 1951     GOOD             NGS
 CG0417
 CG0417                          STATION DESCRIPTION
 CG0417
 CG0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0417'17.4 MI S FROM THREE POINTS.
 CG0417'17.4 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0417'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 2.45 MILES SOUTH OF THE
 CG0417'PALO ALTO RANCH, ABOUT 250 FEET SOUTHWEST OF A WASH ACROSS THE ROAD
 CG0417'WITH CONCRETE SLABS PILED ON THE EDGE OF THE WASH, AND ABOUT 150 FEET
 CG0417'SOUTHWEST OF A T JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CG0417'SOUTHEAST, A CHISELED SQUARE CUT IN THE TOP OF THE CENTER OF THE
 CG0417'NORTHWEST CONCRETE HEADWALL OF CULVERT WITH A 18 INCH CORRUGATED METAL
 CG0417'PIPE UNDER THE ROAD, 144.8 FEET SOUTH OF (USC AND GS BM K 113), 11
 CG0417'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 CG0417'THE ROAD, AND WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3746 ***********************************************************************
 AJ3746  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3746  DESIGNATION -  2AF4
 AJ3746  PID         -  AJ3746
 AJ3746  STATE/COUNTY-  AZ/MARICOPA
 AJ3746  USGS QUAD   -  LONE BUTTE (1973)
 AJ3746
 AJ3746                         *CURRENT SURVEY CONTROL
 AJ3746  ___________________________________________________________________
 AJ3746* NAD 83(2007)-  33 21 40.37332(N)    112 02 55.75272(W)     ADJUSTED  
 AJ3746* NAVD 88     -       397.74   (meters)    1304.9    (feet)  GPS OBS   
 AJ3746  ___________________________________________________________________
 AJ3746  EPOCH DATE  -        2007.00
 AJ3746  X           -  -2,001,935.882 (meters)                     COMP
 AJ3746  Y           -  -4,942,835.166 (meters)                     COMP
 AJ3746  Z           -   3,487,690.373 (meters)                     COMP
 AJ3746  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AJ3746  ELLIP HEIGHT-         367.940 (meters)          (02/10/07) ADJUSTED
 AJ3746  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AJ3746
 AJ3746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3746  Type    PID    Designation                      North   East  Ellip
 AJ3746  -------------------------------------------------------------------
 AJ3746  NETWORK AJ3746 2AF4                              0.73   0.67   1.16
 AJ3746  -------------------------------------------------------------------
 AJ3746
 AJ3746.The horizontal coordinates were established by GPS observations
 AJ3746.and adjusted by the National Geodetic Survey in February 2007.
 AJ3746
 AJ3746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3746.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3746.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3746.The epoch date for horizontal control is a decimal equivalence
 AJ3746.of Year/Month/Day.
 AJ3746
 AJ3746.The orthometric height was determined by GPS observations and a
 AJ3746.high-resolution geoid model.
 AJ3746.The orthometric height was determined by GPS observations and a
 AJ3746.high-resolution geoid model using precise GPS observation and
 AJ3746.processing techniques.
 AJ3746
 AJ3746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3746
 AJ3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3746
 AJ3746.The ellipsoidal height was determined by GPS observations
 AJ3746.and is referenced to NAD 83.
 AJ3746
 AJ3746.The geoid height was determined by GEOID03.
 AJ3746
 AJ3746;                    North         East     Units Scale Factor Converg.
 AJ3746;SPC AZ C     -   261,816.831   201,061.623   MT  0.99990186   -0 04 21.6
 AJ3746;SPC AZ C     -   858,979.10    659,650.99   iFT  0.99990186   -0 04 21.6
 AJ3746;UTM  12      - 3,691,823.575   402,422.597   MT  0.99971739   -0 34 36.5
 AJ3746
 AJ3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3746!SPC AZ C     -   0.99994224  x   0.99990186  =   0.99984410
 AJ3746!UTM  12      -   0.99994224  x   0.99971739  =   0.99965964
 AJ3746
 AJ3746                          SUPERSEDED SURVEY CONTROL
 AJ3746
 AJ3746  NAD 83(1992)-  33 21 40.37259(N)    112 02 55.75191(W) AD(       ) B
 AJ3746  ELLIP H (04/12/01)  367.972  (m)                       GP(       ) 3 2
 AJ3746
 AJ3746.Superseded values are not recommended for survey control.
 AJ3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3746.See file dsdata.txt to determine how the superseded data were derived.
 AJ3746
 AJ3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0242391824(NAD 83)
 AJ3746_MARKER: DD = SURVEY DISK
 AJ3746_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3746_STAMPING: 2AF4 1999
 AJ3746_MARK LOGO: MCDOT 
 AJ3746_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3746+STABILITY: POSITION/ELEVATION WELL
 AJ3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3746+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 AJ3746
 AJ3746  HISTORY     - Date     Condition        Report By
 AJ3746  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3746  HISTORY     - 20051020 GOOD             MCDOT
 AJ3746  HISTORY     - 20051020 GOOD             MCDOT
 AJ3746
 AJ3746                          STATION DESCRIPTION
 AJ3746
 AJ3746'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3746'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH,
 AJ3746'RANGE 03 EAST, SECTION 09
 AJ3746'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3746'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND 24TH STREET (EXIT
 AJ3746'150B) , DRIVE SOUTH ON 24TH STREET FOR 3. ROAD THENCE, TURN RIGHT
 AJ3746'(SOUTH) ONTO BASELINE ROAD AND DRIVE 1.0 MI (1.6 KM) TO 16TH STREET
 AJ3746'THENCE, TURN LEFT (SOUTH) ONTO 16TH STREET AND DRIVE 1.0 MI (1.6 KM)
 AJ3746'TO THE INTERSECTION OF DOBBINS ROAD AND WINKWISE WAY (A DIRT ROAD)
 AJ3746'THENCE, DRIVE (SOUTH) THRU DOBBINS ROAD ONTO WINKWISE WAY AND DRIVE
 AJ3746'0.1 MI (0.2 KM) PARK AND HIKE 190 FT (57.9 M) UPHILL AND SOUTH TO THE
 AJ3746'POINT AS DESCRIBED
 AJ3746'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3746'COUNTY D.O.T.  BRASS DISK, STAMPED (NOT KNOWN) , SET IN ROCK OUT CROP,
 AJ3746'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3746'STATION TIES
 AJ3746'12.1 FEET (3.7 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3746'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3746'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3746
 AJ3746                          STATION RECOVERY (2005)
 AJ3746
 AJ3746'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3746'*********** VERY IMPORTANT *******************
 AJ3746'ALTHOUGH THIS STATION IS IN THE CITY OF PHOENIX PARK YOU MUST TRAVEL
 AJ3746'OVER PRIVATE LAND TO ACCESS THE MONUMENT. IF YOU WANT TO USE THIS
 AJ3746'POINT IT IS IMPARITIVE YOU NOTIFY, GAIN PERMISSION AND SCHEDULE A TIME
 AJ3746'WITH THE LAND OWNER'S REPRESENTIVE.
 AJ3746'PLEASE SEND A LETTER WITH YOUR CONTACT INFORMATION TO-
 AJ3746' 
 AJ3746'BILL WIESS
 AJ3746'RE 2AF4 SURVEY CONTROL MONUMENT
 AJ3746'1535 E. DOBBINS ROAD
 AJ3746'PHOENIX  85042
 AJ3746' 
 AJ3746'THANK YOU FOR YOUR UNDERSTANDING.
 AJ3746'BRIAN DALAGER RLS
 AJ3746' 
 AJ3746
 AJ3746                          STATION RECOVERY (2005)
 AJ3746
 AJ3746'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 AJ3746'ALTHOUGH THIS STATION IS IN THE CITY OF PHOENIX PARK YOU MUST TRAVEL
 AJ3746'OVER PRIVATE LAND TO ACCESS THE MONUMENT. IF YOU WANT TO USE THIS
 AJ3746'POINT IT IS IMPARITIVE YOU NOTIFY, GAIN PERMISSION AND SCHEDULE A TIME
 AJ3746'WITH THE LAND OWNER'S REPRESENTIVE.
 AJ3746'PLEASE SEND A LETTER WITH YOUR CONTACT INFORMATION TO-
 AJ3746' 
 AJ3746'BILL WIESS
 AJ3746'1535 E. DOBBINS ROAD
 AJ3746'PHOENIX  85042
 AJ3746' 
 AJ3746'THANK FOR YOUR UNDERSTANDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3971 ***********************************************************************
 AJ3971  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3971  DESIGNATION -  2AM1
 AJ3971  PID         -  AJ3971
 AJ3971  STATE/COUNTY-  AZ/MARICOPA
 AJ3971  USGS QUAD   -  BUCKHORN (1982)
 AJ3971
 AJ3971                         *CURRENT SURVEY CONTROL
 AJ3971  ___________________________________________________________________
 AJ3971* NAD 83(2007)-  33 22 45.05259(N)    111 41 48.30555(W)     ADJUSTED  
 AJ3971* NAVD 88     -       408.39   (meters)    1339.9    (feet)  GPS OBS   
 AJ3971  ___________________________________________________________________
 AJ3971  EPOCH DATE  -        2007.00
 AJ3971  X           -  -1,971,123.849 (meters)                     COMP
 AJ3971  Y           -  -4,954,033.068 (meters)                     COMP
 AJ3971  Z           -   3,489,360.551 (meters)                     COMP
 AJ3971  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AJ3971  ELLIP HEIGHT-         378.712 (meters)          (02/10/07) ADJUSTED
 AJ3971  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 AJ3971
 AJ3971  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3971  Type    PID    Designation                      North   East  Ellip
 AJ3971  -------------------------------------------------------------------
 AJ3971  NETWORK AJ3971 2AM1                              0.82   0.78   1.22
 AJ3971  -------------------------------------------------------------------
 AJ3971
 AJ3971.The horizontal coordinates were established by GPS observations
 AJ3971.and adjusted by the National Geodetic Survey in February 2007.
 AJ3971
 AJ3971.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3971.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3971.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3971.The epoch date for horizontal control is a decimal equivalence
 AJ3971.of Year/Month/Day.
 AJ3971
 AJ3971.The orthometric height was determined by GPS observations and a
 AJ3971.high-resolution geoid model.
 AJ3971.The orthometric height was determined by GPS observations and a
 AJ3971.high-resolution geoid model using precise GPS observation and
 AJ3971.processing techniques.
 AJ3971
 AJ3971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3971
 AJ3971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3971
 AJ3971.The ellipsoidal height was determined by GPS observations
 AJ3971.and is referenced to NAD 83.
 AJ3971
 AJ3971.The geoid height was determined by GEOID03.
 AJ3971
 AJ3971;                    North         East     Units Scale Factor Converg.
 AJ3971;SPC AZ C     -   263,823.116   233,821.389   MT  0.99990516   +0 07 15.6
 AJ3971;SPC AZ C     -   865,561.40    767,130.54   iFT  0.99990516   +0 07 15.6
 AJ3971;UTM  12      - 3,693,541.104   435,191.574   MT  0.99965178   -0 23 00.1
 AJ3971
 AJ3971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3971!SPC AZ C     -   0.99994055  x   0.99990516  =   0.99984571
 AJ3971!UTM  12      -   0.99994055  x   0.99965178  =   0.99959235
 AJ3971
 AJ3971                          SUPERSEDED SURVEY CONTROL
 AJ3971
 AJ3971  NAD 83(1992)-  33 22 45.05180(N)    111 41 48.30446(W) AD(       ) B
 AJ3971  ELLIP H (04/12/01)  378.746  (m)                       GP(       ) 3 2
 AJ3971
 AJ3971.Superseded values are not recommended for survey control.
 AJ3971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3971.See file dsdata.txt to determine how the superseded data were derived.
 AJ3971
 AJ3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3519293541(NAD 83)
 AJ3971_MARKER: I = METAL ROD
 AJ3971_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3971+WITH SETTING: INFORMATION.
 AJ3971_STAMPING: 2AM1
 AJ3971_MARK LOGO: MCDOT 
 AJ3971_PROJECTION: FLUSH
 AJ3971_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3971+STABILITY: POSITION/ELEVATION WELL
 AJ3971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3971+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3971_ROD/PIPE-DEPTH:  1.8 meters
 AJ3971_SLEEVE-DEPTH  :  0.8 meters
 AJ3971
 AJ3971  HISTORY     - Date     Condition        Report By
 AJ3971  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3971  HISTORY     - 20070530 MARK NOT FOUND   EVANS
 AJ3971  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 AJ3971
 AJ3971                          STATION DESCRIPTION
 AJ3971
 AJ3971'DESCRIBED BY MARICOPA CO DOT 1999 (JRJ)
 AJ3971'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF GILBERT,
 AJ3971'TOWNSHIP 01 SOUTH, RANGE 06 EAST, SECTION 01
 AJ3971'OWNERSHIP - ROOSEVELT WATER CONSERVATION DISTRICT
 AJ3971'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND POWER ROAD
 AJ3971'(EXIT 188) , DRIVE SOUTH ON POWER ROAD FOR 0.5 MI (0.8 KM) TO BASELINE
 AJ3971'ROAD, THENCE TURN RIGHT (WEST) ON TO BASELINE ROAD AND DRIVE WEST FOR
 AJ3971'0.5 MI (0.8 KM) TO A BRIDGE OVER EAST MARICOPA FLOODWAY AND THE
 AJ3971'STATION ON THE LEFT (SOUTH) AS DESCRIBED
 AJ3971'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3971'COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3971'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3971'WITH A COUNTY LOGO ACCESS COVER STAMPED 2AM1, SURROUNDED WITH A
 AJ3971'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3971'MARKER
 AJ3971'STATION TIES -
 AJ3971'70 FT (21.3 M) SOUTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3971'60 FT (18.3 M) EAST OF ROOSEVELT WATER CONSERVATION DISTRICT CANAL
 AJ3971'39 FT (11.9 M) NORTHEAST AN ELECTRIC VAULT
 AJ3971'16 FT (4.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE CROSSING
 AJ3971'OVER THE EAST MARICOPA FLOODWAY
 AJ3971'7 FT (2.1 M) SOUTH OF FENCE
 AJ3971'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3971'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3971
 AJ3971                          STATION RECOVERY (2007)
 AJ3971
 AJ3971'RECOVERY NOTE BY DAVID EVANS + ASSOC 2007 (BSF)
 AJ3971'MONUMENT IS COMPLETELY KNOCKED OUT.  THERE WAS A TWO FOOT DEEP HOLE
 AJ3971'WHERE THE SWING TIES CALL FOR THE MONUMENT.
 AJ3971
 AJ3971                          STATION RECOVERY (2008)
 AJ3971
 AJ3971'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3971'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AJ3971'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3740 ***********************************************************************
 AJ3740  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3740  DESIGNATION -  2AQ2
 AJ3740  PID         -  AJ3740
 AJ3740  STATE/COUNTY-  AZ/PINAL
 AJ3740  USGS QUAD   -  GOLDFIELD (1981)
 AJ3740
 AJ3740                         *CURRENT SURVEY CONTROL
 AJ3740  ___________________________________________________________________
 AJ3740* NAD 83(2007)-  33 22 46.99435(N)    111 29 05.41221(W)     ADJUSTED  
 AJ3740* NAVD 88     -       602.60   (meters)    1977.0    (feet)  GPS OBS   
 AJ3740  ___________________________________________________________________
 AJ3740  EPOCH DATE  -        2007.00
 AJ3740  X           -  -1,952,834.838 (meters)                     COMP
 AJ3740  Y           -  -4,961,410.195 (meters)                     COMP
 AJ3740  Z           -   3,489,517.594 (meters)                     COMP
 AJ3740  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 AJ3740  ELLIP HEIGHT-         573.348 (meters)          (02/10/07) ADJUSTED
 AJ3740  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AJ3740
 AJ3740  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3740  Type    PID    Designation                      North   East  Ellip
 AJ3740  -------------------------------------------------------------------
 AJ3740  NETWORK AJ3740 2AQ2                              0.55   0.47   1.14
 AJ3740  -------------------------------------------------------------------
 AJ3740
 AJ3740.The horizontal coordinates were established by GPS observations
 AJ3740.and adjusted by the National Geodetic Survey in February 2007.
 AJ3740
 AJ3740.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3740.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3740.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3740.The epoch date for horizontal control is a decimal equivalence
 AJ3740.of Year/Month/Day.
 AJ3740
 AJ3740.The orthometric height was determined by GPS observations and a
 AJ3740.high-resolution geoid model.
 AJ3740.The orthometric height was determined by GPS observations and a
 AJ3740.high-resolution geoid model using precise GPS observation and
 AJ3740.processing techniques.
 AJ3740
 AJ3740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3740
 AJ3740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3740
 AJ3740.The ellipsoidal height was determined by GPS observations
 AJ3740.and is referenced to NAD 83.
 AJ3740
 AJ3740.The geoid height was determined by GEOID03.
 AJ3740
 AJ3740;                    North         East     Units Scale Factor Converg.
 AJ3740;SPC AZ C     -   263,944.633   253,538.276   MT  0.99991990   +0 14 15.3
 AJ3740;SPC AZ C     -   865,960.08    831,818.49   iFT  0.99991990   +0 14 15.3
 AJ3740;UTM  12      - 3,693,489.075   454,903.362   MT  0.99962507   -0 16 00.3
 AJ3740
 AJ3740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3740!SPC AZ C     -   0.99991000  x   0.99991990  =   0.99982990
 AJ3740!UTM  12      -   0.99991000  x   0.99962507  =   0.99953510
 AJ3740
 AJ3740                          SUPERSEDED SURVEY CONTROL
 AJ3740
 AJ3740  NAD 83(1992)-  33 22 46.99368(N)    111 29 05.41099(W) AD(       ) B
 AJ3740  ELLIP H (04/12/01)  573.378  (m)                       GP(       ) 3 2
 AJ3740
 AJ3740.Superseded values are not recommended for survey control.
 AJ3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3740.See file dsdata.txt to determine how the superseded data were derived.
 AJ3740
 AJ3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5490393489(NAD 83)
 AJ3740_MARKER: DD = SURVEY DISK
 AJ3740_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3740_STAMPING: 2AQ2 SILLY MOUNTAIN
 AJ3740_MARK LOGO: MCDOT 
 AJ3740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3740+STABILITY: POSITION/ELEVATION WELL
 AJ3740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3740+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 AJ3740
 AJ3740  HISTORY     - Date     Condition        Report By
 AJ3740  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3740  HISTORY     - 20061223 GOOD             GEOCAC
 AJ3740
 AJ3740                          STATION DESCRIPTION
 AJ3740
 AJ3740'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3740'THE STATION IS LOCATED WITHIN PINAL COUNTY, TOWNSHIP 01 SOUTH, RANGE
 AJ3740'08 EAST, SECTION 1
 AJ3740'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3740'TO REACH THE STATION FROM THE JUNCTION OF US SR60 AND COUNTRY CLUB
 AJ3740'DRIVE (SR87) (EXIT 179) , DRIVE EAST ON SR60 FOR ABOUT 22 MI (35.4 KM)
 AJ3740'TO SILLY MOUNTAIN ROAD AT MILE POST 200 THENCE, TURN LEFT (NORTHEAST)
 AJ3740'ONTO SILLY MOUNTAIN ROAD AND DRIVE 500 FEET (152.4 M) ALONG A FENCE
 AJ3740'LINE TO A LOCKED GATE ON THE RIGHT (EAST) SIDE ON ROAD, PARK AT GATE
 AJ3740'AND HIKE EAST TOWARDS THE TOP OF SILLY MOUNTAIN (YOU WILL HIKE PAST
 AJ3740'SOME LARGE ROCKS ON THE TRAIL ON THE WAY UP AND VEER RIGHT AT THE FORK
 AJ3740'AFTER THE ROCKS) AND TO THE STATION AS DESCRIBED
 AJ3740'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3740'COUNTY D.O.T.  BRASS DISK, STAMPED SILLY MOUNTAIN 2AQ2, SET IN BEDROCK
 AJ3740'STATION TIES
 AJ3740'8.0 FT (2.4 M) WEST OF WHITE CARSONITE MARKER
 AJ3740'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3740'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3740
 AJ3740                          STATION RECOVERY (2006)
 AJ3740
 AJ3740'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AJ3740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3647 ***********************************************************************
 AJ3647  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3647  DESIGNATION -  2BD1
 AJ3647  PID         -  AJ3647
 AJ3647  STATE/COUNTY-  AZ/MARICOPA
 AJ3647  USGS QUAD   -  LAVEEN (1973)
 AJ3647
 AJ3647                         *CURRENT SURVEY CONTROL
 AJ3647  ___________________________________________________________________
 AJ3647* NAD 83(2007)-  33 20 01.92499(N)    112 08 44.81423(W)     ADJUSTED  
 AJ3647* NAVD 88     -       360.36   (meters)    1182.3    (feet)  GPS OBS   
 AJ3647  ___________________________________________________________________
 AJ3647  EPOCH DATE  -        2007.00
 AJ3647  X           -  -2,010,914.507 (meters)                     COMP
 AJ3647  Y           -  -4,940,955.604 (meters)                     COMP
 AJ3647  Z           -   3,485,135.961 (meters)                     COMP
 AJ3647  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 AJ3647  ELLIP HEIGHT-         330.443 (meters)          (02/10/07) ADJUSTED
 AJ3647  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 AJ3647
 AJ3647  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3647  Type    PID    Designation                      North   East  Ellip
 AJ3647  -------------------------------------------------------------------
 AJ3647  NETWORK AJ3647 2BD1                              0.69   0.65   1.16
 AJ3647  -------------------------------------------------------------------
 AJ3647
 AJ3647.The horizontal coordinates were established by GPS observations
 AJ3647.and adjusted by the National Geodetic Survey in February 2007.
 AJ3647
 AJ3647.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3647.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3647.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3647.The epoch date for horizontal control is a decimal equivalence
 AJ3647.of Year/Month/Day.
 AJ3647
 AJ3647.The orthometric height was determined by GPS observations and a
 AJ3647.high-resolution geoid model.
 AJ3647.The orthometric height was determined by GPS observations and a
 AJ3647.high-resolution geoid model using precise GPS observation and
 AJ3647.processing techniques.
 AJ3647
 AJ3647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3647
 AJ3647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3647
 AJ3647.The ellipsoidal height was determined by GPS observations
 AJ3647.and is referenced to NAD 83.
 AJ3647
 AJ3647.The geoid height was determined by GEOID03.
 AJ3647
 AJ3647;                    North         East     Units Scale Factor Converg.
 AJ3647;SPC AZ C     -   258,799.722   192,031.577   MT  0.99990561   -0 07 33.3
 AJ3647;SPC AZ C     -   849,080.45    630,024.86   iFT  0.99990561   -0 07 33.3
 AJ3647;UTM  12      - 3,688,886.521   393,367.947   MT  0.99974018   -0 37 46.9
 AJ3647
 AJ3647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3647!SPC AZ C     -   0.99994812  x   0.99990561  =   0.99985374
 AJ3647!UTM  12      -   0.99994812  x   0.99974018  =   0.99968832
 AJ3647
 AJ3647                          SUPERSEDED SURVEY CONTROL
 AJ3647
 AJ3647  NAD 83(1992)-  33 20 01.92424(N)    112 08 44.81356(W) AD(       ) B
 AJ3647  ELLIP H (04/12/01)  330.473  (m)                       GP(       ) 3 2
 AJ3647
 AJ3647.Superseded values are not recommended for survey control.
 AJ3647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3647.See file dsdata.txt to determine how the superseded data were derived.
 AJ3647
 AJ3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9336888887(NAD 83)
 AJ3647_MARKER: I = METAL ROD
 AJ3647_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3647+WITH SETTING: INFORMATION.
 AJ3647_STAMPING: 2BD1 1999
 AJ3647_MARK LOGO: MCDOT 
 AJ3647_PROJECTION: FLUSH
 AJ3647_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3647+STABILITY: POSITION/ELEVATION WELL
 AJ3647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3647+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 AJ3647_ROD/PIPE-DEPTH:  1.1 meters
 AJ3647_SLEEVE-DEPTH  :  0.8 meters
 AJ3647
 AJ3647  HISTORY     - Date     Condition        Report By
 AJ3647  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3647  HISTORY     - 20070710 GOOD             GEOCAC
 AJ3647
 AJ3647                          STATION DESCRIPTION
 AJ3647
 AJ3647'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3647'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX SOUTH MOUNTAIN PARK,
 AJ3647'TOWNSHIP 01 SOUTH, RANGE 02 EAST, SECTION 22
 AJ3647'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3647'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND 51ST AVENUE (EXIT
 AJ3647'139) , DRIVE SOUTH ON 51ST AVENUE FOR 8.75 MI (14.08 KM) TO ESTRELLA
 AJ3647'DRIVE, THENCE TURN LEFT (EAST) DRIVE 1.0 MI (1.6 KM) TO 43RD AVENUE,
 AJ3647'CONTINUE EAST ALONG ESTRELLA DRIVE 0.4 MI (0.6 KM) AND PARK ON THE
 AJ3647'ROCK LINED ROAD AT THIS LOCATION THE STATION IS SET IN DESERT GRAVEL
 AJ3647'AREA ABOUT 30 FEET (9.1 M) SOUTHEASTERLY AS DESCRIBED
 AJ3647'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3647'COMPRESSED ON A 3.5 FOOT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3647'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3647'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BD1 1999, SURROUNDED WITH A
 AJ3647'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3647'MARKER
 AJ3647'STATION TIES
 AJ3647'93 FEET (28.3 M) SOUTHEAST OF THE SOUTHEAST MOST FENCE CORNER OF THE O
 AJ3647'S RANCH LOT
 AJ3647'53 FEET (16.2 M) SOUTHEAST OF THE ALUMINUM CAP MARKER FOR THE CITY OF
 AJ3647'PHOENIX MOUNTAIN PRESERVE
 AJ3647'5.15 FEET (1.57 M) WEST OF A WHITE CARSONITE MARKER
 AJ3647'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3647'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3647
 AJ3647                          STATION RECOVERY (2007)
 AJ3647
 AJ3647'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3648 ***********************************************************************
 AJ3648  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3648  DESIGNATION -  2BF3
 AJ3648  PID         -  AJ3648
 AJ3648  STATE/COUNTY-  AZ/MARICOPA
 AJ3648  USGS QUAD   -  LONE BUTTE (1973)
 AJ3648
 AJ3648                         *CURRENT SURVEY CONTROL
 AJ3648  ___________________________________________________________________
 AJ3648* NAD 83(2007)-  33 19 15.59121(N)    112 03 26.23936(W)     ADJUSTED  
 AJ3648* NAVD 88     -       440.74   (meters)    1446.0    (feet)  GPS OBS   
 AJ3648  ___________________________________________________________________
 AJ3648  EPOCH DATE  -        2007.00
 AJ3648  X           -  -2,003,600.627 (meters)                     COMP
 AJ3648  Y           -  -4,944,844.803 (meters)                     COMP
 AJ3648  Z           -   3,483,987.393 (meters)                     COMP
 AJ3648  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AJ3648  ELLIP HEIGHT-         410.922 (meters)          (02/10/07) ADJUSTED
 AJ3648  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3648
 AJ3648  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3648  Type    PID    Designation                      North   East  Ellip
 AJ3648  -------------------------------------------------------------------
 AJ3648  NETWORK AJ3648 2BF3                              0.82   0.74   1.29
 AJ3648  -------------------------------------------------------------------
 AJ3648
 AJ3648.The horizontal coordinates were established by GPS observations
 AJ3648.and adjusted by the National Geodetic Survey in February 2007.
 AJ3648
 AJ3648.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3648.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3648.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3648.The epoch date for horizontal control is a decimal equivalence
 AJ3648.of Year/Month/Day.
 AJ3648
 AJ3648.The orthometric height was determined by GPS observations and a
 AJ3648.high-resolution geoid model.
 AJ3648.The orthometric height was determined by GPS observations and a
 AJ3648.high-resolution geoid model using precise GPS observation and
 AJ3648.processing techniques.
 AJ3648
 AJ3648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3648
 AJ3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3648
 AJ3648.The ellipsoidal height was determined by GPS observations
 AJ3648.and is referenced to NAD 83.
 AJ3648
 AJ3648.The geoid height was determined by GEOID03.
 AJ3648
 AJ3648;                    North         East     Units Scale Factor Converg.
 AJ3648;SPC AZ C     -   257,357.786   200,267.515   MT  0.99990211   -0 04 38.1
 AJ3648;SPC AZ C     -   844,349.69    657,045.65   iFT  0.99990211   -0 04 38.1
 AJ3648;UTM  12      - 3,687,372.503   401,589.460   MT  0.99971940   -0 34 51.0
 AJ3648
 AJ3648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3648!SPC AZ C     -   0.99993549  x   0.99990211  =   0.99983761
 AJ3648!UTM  12      -   0.99993549  x   0.99971940  =   0.99965491
 AJ3648
 AJ3648                          SUPERSEDED SURVEY CONTROL
 AJ3648
 AJ3648  NAD 83(1992)-  33 19 15.59047(N)    112 03 26.23857(W) AD(       ) B
 AJ3648  ELLIP H (04/12/01)  410.955  (m)                       GP(       ) 3 2
 AJ3648
 AJ3648.Superseded values are not recommended for survey control.
 AJ3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3648.See file dsdata.txt to determine how the superseded data were derived.
 AJ3648
 AJ3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0158987373(NAD 83)
 AJ3648_MARKER: I = METAL ROD
 AJ3648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3648_STAMPING: 2BF3 1999
 AJ3648_MARK LOGO: MCDOT 
 AJ3648_PROJECTION: FLUSH
 AJ3648_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3648+STABILITY: POSITION/ELEVATION WELL
 AJ3648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3648+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 AJ3648_ROD/PIPE-DEPTH:  4.0 meters
 AJ3648_SLEEVE-DEPTH  :  0.8 meters
 AJ3648
 AJ3648  HISTORY     - Date     Condition        Report By
 AJ3648  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3648  HISTORY     - 20051019 GOOD             USPSQD
 AJ3648  HISTORY     - 20070122 GOOD             GEOCAC
 AJ3648
 AJ3648                          STATION DESCRIPTION
 AJ3648
 AJ3648'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3648'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX IN THE AHWATUKEE
 AJ3648'COMMUNITY, TOWNSHIP 01 SOUTH, RANGE 03 EAST, SECTION 21
 AJ3648'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3648'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3648'160) , DRIVE WEST ON CHANDLER BLVD 5.0 MI (8.0 KM) TO DESERT HILLS
 AJ3648'DRIVE, THENCE TURN RIGHT (NORTH) ON DESERT HILLS DRIVE AND DRIVE 1.1
 AJ3648'MI (1.8 KM) ALONG DESERT HILLS DRIVE AS THE ROAD BENDS TO THE
 AJ3648'NORTHWEST TO A DIRT ROAD ON THE RIGHT (NORTHEAST) (RIGHT BEFORE A
 AJ3648'LARGE MAN MADE ROCK LINED DRAINAGE CHANNEL), THENCE TURN RIGHT
 AJ3648'(NORTHEAST) AND DRIVE OVER THE CURB ON TO THE DIRT ROAD AND DRIVE
 AJ3648'NORTHEASTERLY ALONG THE UN-IMPROVED ROAD 0.2 MI (0.3 KM) TO THE
 AJ3648'INTERSECTION OF A NORTH-SOUTH POWER LINE AND A NO VEHICLE TRAVEL SIGN
 AJ3648'AND PARK, THENCE WALK ALONG THE ROAD EASTERLY THEN BENDS TO THE NORTH
 AJ3648'AND TRAVELS NORTHERLY FOR 0.2 MI (0.3 KM) PAST 4 POWER POLES AND ABOUT
 AJ3648'3/4 OF THE DISTANCE TO THE 5TH POLE, THE STATION IS ABOUT 110 FEET
 AJ3648'(33.5 M) WEST OF THE UN-IMPROVED ROAD AND WEST OF THE POWER LINE, AT
 AJ3648'THIS LOCATION THE STATION IS SET IN A NATURAL DESERT AREA AS DESCRIBED
 AJ3648'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3648'COMPRESSED ON A 13 FOOT (4.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3648'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3648'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BF3 1999, SURROUNDED WITH A
 AJ3648'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3648'MARKER STATION TIES
 AJ3648'110 FEET (33.5 M) WEST OF THE UN-IMPROVED ROAD (ROAD IS WEST OF THE
 AJ3648'POWER LINES AT THIS POINT)
 AJ3648'42 FEET (12.8 M) SOUTHEAST OF THE NEAREST SAGUARO CACTUS
 AJ3648'6 FEET (1.8 M) SOUTHEAST THE WHITE CARSONITE MARKER
 AJ3648'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3648'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3648
 AJ3648                          STATION RECOVERY (2005)
 AJ3648
 AJ3648'RECOVERY NOTE BY US POWER SQUADRON 2005 (DA)
 AJ3648'RECOVERED IN GOOD CONDITION. HOWEVER WITH NEW DEVELOPMENT TO THE AREA
 AJ3648'THE GPS IS NECESSARY.
 AJ3648
 AJ3648                          STATION RECOVERY (2007)
 AJ3648
 AJ3648'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3648'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS BETWEEN THE SECOND AND
 AJ3648'THIRD POWER-POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3664 ***********************************************************************
 AJ3664  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3664  DESIGNATION -  2BG3
 AJ3664  PID         -  AJ3664
 AJ3664  STATE/COUNTY-  AZ/MARICOPA
 AJ3664  USGS QUAD   -  LONE BUTTE (1973)
 AJ3664
 AJ3664                         *CURRENT SURVEY CONTROL
 AJ3664  ___________________________________________________________________
 AJ3664* NAD 83(2007)-  33 20 17.06705(N)    112 00 57.63818(W)     ADJUSTED  
 AJ3664* NAVD 88     -       446.36   (meters)    1464.4    (feet)  GPS OBS   
 AJ3664  ___________________________________________________________________
 AJ3664  EPOCH DATE  -        2007.00
 AJ3664  X           -  -1,999,649.290 (meters)                     COMP
 AJ3664  Y           -  -4,945,326.542 (meters)                     COMP
 AJ3664  Z           -   3,485,573.064 (meters)                     COMP
 AJ3664  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ3664  ELLIP HEIGHT-         416.576 (meters)          (02/10/07) ADJUSTED
 AJ3664  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AJ3664
 AJ3664  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3664  Type    PID    Designation                      North   East  Ellip
 AJ3664  -------------------------------------------------------------------
 AJ3664  NETWORK AJ3664 2BG3                              0.76   0.69   1.20
 AJ3664  -------------------------------------------------------------------
 AJ3664
 AJ3664.The horizontal coordinates were established by GPS observations
 AJ3664.and adjusted by the National Geodetic Survey in February 2007.
 AJ3664
 AJ3664.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3664.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3664.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3664.The epoch date for horizontal control is a decimal equivalence
 AJ3664.of Year/Month/Day.
 AJ3664
 AJ3664.The orthometric height was determined by GPS observations and a
 AJ3664.high-resolution geoid model.
 AJ3664.The orthometric height was determined by GPS observations and a
 AJ3664.high-resolution geoid model using precise GPS observation and
 AJ3664.processing techniques.
 AJ3664
 AJ3664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3664
 AJ3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3664
 AJ3664.The ellipsoidal height was determined by GPS observations
 AJ3664.and is referenced to NAD 83.
 AJ3664
 AJ3664.The geoid height was determined by GEOID03.
 AJ3664
 AJ3664;                    North         East     Units Scale Factor Converg.
 AJ3664;SPC AZ C     -   259,247.151   204,112.481   MT  0.99990105   -0 03 16.6
 AJ3664;SPC AZ C     -   850,548.40    669,660.37   iFT  0.99990105   -0 03 16.6
 AJ3664;UTM  12      - 3,689,227.646   405,450.166   MT  0.99971022   -0 33 30.3
 AJ3664
 AJ3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3664!SPC AZ C     -   0.99993460  x   0.99990105  =   0.99983566
 AJ3664!UTM  12      -   0.99993460  x   0.99971022  =   0.99964484
 AJ3664
 AJ3664                          SUPERSEDED SURVEY CONTROL
 AJ3664
 AJ3664  NAD 83(1992)-  33 20 17.06633(N)    112 00 57.63735(W) AD(       ) B
 AJ3664  ELLIP H (04/12/01)  416.611  (m)                       GP(       ) 3 2
 AJ3664
 AJ3664.Superseded values are not recommended for survey control.
 AJ3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3664.See file dsdata.txt to determine how the superseded data were derived.
 AJ3664
 AJ3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0545089228(NAD 83)
 AJ3664_MARKER: DD = SURVEY DISK
 AJ3664_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3664_MARK LOGO: MCDOT 
 AJ3664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3664+STABILITY: POSITION/ELEVATION WELL
 AJ3664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3664+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2008
 AJ3664
 AJ3664  HISTORY     - Date     Condition        Report By
 AJ3664  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3664  HISTORY     - 20080417 GOOD             GEOCAC
 AJ3664
 AJ3664                          STATION DESCRIPTION
 AJ3664
 AJ3664'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3664'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH,
 AJ3664'RANGE 03 EAST, SECTION 14
 AJ3664'OWNERSHIP - CITY OF PHOENIX PARKS
 AJ3664'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND ELLIOT (EXIT 157)
 AJ3664'DRIVE WESTERLY THEN SOUTHERLY ON ELLIOT FOR 1.3 MI (2.1 KM) TO
 AJ3664'EQUESTRIAN TRAIL THENCE, TURN RIGHT (WEST) ONTO EQUESTRIAN TRAIL AND
 AJ3664'DRIVE 2.0 MI (3.2 KM) TO AN OCHRE COLORED CONCRETE DRIVE (LOCATED
 AJ3664'BETWEEN TWO HOUSES AT THE JUNCTURE OF EQUESTRIAN DRIVE AND KACHINA
 AJ3664'DRIVE), THENCE CONTINUE STRAIGHT FOR 0.4 MI (0.6 KM) ON THE CONCRETE
 AJ3664'DRIVE AS IT TRANSITIONS TO A DIRT TRAIL (BIKE PATH) IN A WESTERLY THEN
 AJ3664'SOUTHERLY DIRECTION TO THE STATION ON THE LEFT AS DESCRIBED
 AJ3664'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3664'COUNTY D.O.T.  BRASS DISK, STAMPED (2BG3) , SET IN ROCK OUT CROP,
 AJ3664'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3664'STATION TIES
 AJ3664'70 FT (21.3 M) WEST OF DIRT TRAIL
 AJ3664'20.7 FEET (6.3 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3664'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3664'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3664
 AJ3664                          STATION RECOVERY (2008)
 AJ3664
 AJ3664'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3649 ***********************************************************************
 AJ3649  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3649  DESIGNATION -  2BH1
 AJ3649  PID         -  AJ3649
 AJ3649  STATE/COUNTY-  AZ/MARICOPA
 AJ3649  USGS QUAD   -  GUADALUPE (1982)
 AJ3649
 AJ3649                         *CURRENT SURVEY CONTROL
 AJ3649  ___________________________________________________________________
 AJ3649* NAD 83(2007)-  33 19 45.32293(N)    111 56 42.63225(W)     ADJUSTED  
 AJ3649* NAVD 88     -       360.91   (meters)    1184.1    (feet)  GPS OBS   
 AJ3649  ___________________________________________________________________
 AJ3649  EPOCH DATE  -        2007.00
 AJ3649  X           -  -1,993,707.999 (meters)                     COMP
 AJ3649  Y           -  -4,948,227.188 (meters)                     COMP
 AJ3649  Z           -   3,484,708.942 (meters)                     COMP
 AJ3649  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ3649  ELLIP HEIGHT-         331.081 (meters)          (02/10/07) ADJUSTED
 AJ3649  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AJ3649
 AJ3649  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3649  Type    PID    Designation                      North   East  Ellip
 AJ3649  -------------------------------------------------------------------
 AJ3649  NETWORK AJ3649 2BH1                              0.80   0.74   1.12
 AJ3649  -------------------------------------------------------------------
 AJ3649
 AJ3649.The horizontal coordinates were established by GPS observations
 AJ3649.and adjusted by the National Geodetic Survey in February 2007.
 AJ3649
 AJ3649.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3649.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3649.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3649.The epoch date for horizontal control is a decimal equivalence
 AJ3649.of Year/Month/Day.
 AJ3649
 AJ3649.The orthometric height was determined by GPS observations and a
 AJ3649.high-resolution geoid model.
 AJ3649.The orthometric height was determined by GPS observations and a
 AJ3649.high-resolution geoid model using precise GPS observation and
 AJ3649.processing techniques.
 AJ3649
 AJ3649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3649
 AJ3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3649
 AJ3649.The ellipsoidal height was determined by GPS observations
 AJ3649.and is referenced to NAD 83.
 AJ3649
 AJ3649.The geoid height was determined by GEOID03.
 AJ3649
 AJ3649;                    North         East     Units Scale Factor Converg.
 AJ3649;SPC AZ C     -   258,265.218   210,705.951   MT  0.99990009   -0 00 56.4
 AJ3649;SPC AZ C     -   847,326.83    691,292.49   iFT  0.99990009   -0 00 56.4
 AJ3649;UTM  12      - 3,688,187.986   412,033.446   MT  0.99969540   -0 31 09.7
 AJ3649
 AJ3649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3649!SPC AZ C     -   0.99994802  x   0.99990009  =   0.99984812
 AJ3649!UTM  12      -   0.99994802  x   0.99969540  =   0.99964344
 AJ3649
 AJ3649                          SUPERSEDED SURVEY CONTROL
 AJ3649
 AJ3649  NAD 83(1992)-  33 19 45.32215(N)    111 56 42.63137(W) AD(       ) B
 AJ3649  ELLIP H (04/12/01)  331.117  (m)                       GP(       ) 3 2
 AJ3649
 AJ3649.Superseded values are not recommended for survey control.
 AJ3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3649.See file dsdata.txt to determine how the superseded data were derived.
 AJ3649
 AJ3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1203388188(NAD 83)
 AJ3649_MARKER: I = METAL ROD
 AJ3649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3649_STAMPING: 2BH1 1999
 AJ3649_MARK LOGO: MCDOT 
 AJ3649_PROJECTION: FLUSH
 AJ3649_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3649+STABILITY: POSITION/ELEVATION WELL
 AJ3649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3649+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3649_ROD/PIPE-DEPTH:  4.6 meters
 AJ3649_SLEEVE-DEPTH  :  0.8 meters
 AJ3649
 AJ3649  HISTORY     - Date     Condition        Report By
 AJ3649  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3649
 AJ3649                          STATION DESCRIPTION
 AJ3649
 AJ3649'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3649'THE STATION IS LOCATED WITHIN THE CITY OF TEMPE, TOWNSHIP 01 SOUTH,
 AJ3649'RANGE 04 EAST, SECTION 22
 AJ3649'OWNERSHIP - SRP
 AJ3649'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND WARNER ROAD (EXIT
 AJ3649'158) , DRIVE EAST ON WARNER ROAD 1.5 MI (2.4 KM) TO KYRENE ROAD, TURN
 AJ3649'RIGHT (SOUTH) ON KYRENE ROAD AND DRIVE 0.3 MI (0.4KM) AND TURN LEFT
 AJ3649'(EAST) INTO A LANDSCAPED WATER RETENTION AREA NORTH OF AN SRP WELL
 AJ3649'SITE AND PARK, THE STATION IS AS DESCRIBED
 AJ3649'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3649'COMPRESSED ON A 15 FOOT (4.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3649'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3649'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BH1 1999, SURROUNDED WITH A
 AJ3649'CONCRETE COLLAR FLUSH WITH THE GROUND, NO CARSONITE MARKER
 AJ3649'STATION TIES
 AJ3649'77 FEET (23.5 M) EAST OF THE SPLIT RAIL FENCE PARALLELING KYRENE ROAD
 AJ3649'(THE FENCE IS BEING ON THE WEST SIDE OF THE WATER RETENTION AREA)
 AJ3649'49 FEET (14.9 M) WEST OF THE SPLIT RAIL FENCE ON THE EAST SIDE OF THE
 AJ3649'WATER RETENTION AREA PROPERTY
 AJ3649'36 FEET (11.0 M) SOUTH OF THE SHOULDER OF THE RETENTION BASIN
 AJ3649'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3649'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3650 ***********************************************************************
 AJ3650  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3650  DESIGNATION -  2BJ1
 AJ3650  PID         -  AJ3650
 AJ3650  STATE/COUNTY-  AZ/MARICOPA
 AJ3650  USGS QUAD   -  CHANDLER (1981)
 AJ3650
 AJ3650                         *CURRENT SURVEY CONTROL
 AJ3650  ___________________________________________________________________
 AJ3650* NAD 83(2007)-  33 20 05.30586(N)    111 50 23.00436(W)     ADJUSTED  
 AJ3650* NAVD 88     -       368.75   (meters)    1209.8    (feet)  GPS OBS   
 AJ3650  ___________________________________________________________________
 AJ3650  EPOCH DATE  -        2007.00
 AJ3650  X           -  -1,984,474.039 (meters)                     COMP
 AJ3650  Y           -  -4,951,580.209 (meters)                     COMP
 AJ3650  Z           -   3,485,227.615 (meters)                     COMP
 AJ3650  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AJ3650  ELLIP HEIGHT-         338.863 (meters)          (02/10/07) ADJUSTED
 AJ3650  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AJ3650
 AJ3650  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3650  Type    PID    Designation                      North   East  Ellip
 AJ3650  -------------------------------------------------------------------
 AJ3650  NETWORK AJ3650 2BJ1                              0.80   0.73   1.22
 AJ3650  -------------------------------------------------------------------
 AJ3650
 AJ3650.The horizontal coordinates were established by GPS observations
 AJ3650.and adjusted by the National Geodetic Survey in February 2007.
 AJ3650
 AJ3650.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3650.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3650.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3650.The epoch date for horizontal control is a decimal equivalence
 AJ3650.of Year/Month/Day.
 AJ3650
 AJ3650.The orthometric height was determined by GPS observations and a
 AJ3650.high-resolution geoid model.
 AJ3650.The orthometric height was determined by GPS observations and a
 AJ3650.high-resolution geoid model using precise GPS observation and
 AJ3650.processing techniques.
 AJ3650
 AJ3650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3650
 AJ3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3650
 AJ3650.The ellipsoidal height was determined by GPS observations
 AJ3650.and is referenced to NAD 83.
 AJ3650
 AJ3650.The geoid height was determined by GEOID03.
 AJ3650
 AJ3650;                    North         East     Units Scale Factor Converg.
 AJ3650;SPC AZ C     -   258,883.080   220,522.596   MT  0.99990063   +0 02 32.2
 AJ3650;SPC AZ C     -   849,353.94    723,499.33   iFT  0.99990063   +0 02 32.2
 AJ3650;UTM  12      - 3,688,719.406   421,853.031   MT  0.99967529   -0 27 41.3
 AJ3650
 AJ3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3650!SPC AZ C     -   0.99994680  x   0.99990063  =   0.99984744
 AJ3650!UTM  12      -   0.99994680  x   0.99967529  =   0.99962211
 AJ3650
 AJ3650                          SUPERSEDED SURVEY CONTROL
 AJ3650
 AJ3650  NAD 83(1992)-  33 20 05.30505(N)    111 50 23.00337(W) AD(       ) B
 AJ3650  ELLIP H (04/12/01)  338.897  (m)                       GP(       ) 3 2
 AJ3650
 AJ3650.Superseded values are not recommended for survey control.
 AJ3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3650.See file dsdata.txt to determine how the superseded data were derived.
 AJ3650
 AJ3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2185388719(NAD 83)
 AJ3650_MARKER: I = METAL ROD
 AJ3650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3650_STAMPING: 2BJ1 1999
 AJ3650_MARK LOGO: MCDOT 
 AJ3650_PROJECTION: FLUSH
 AJ3650_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3650+STABILITY: POSITION/ELEVATION WELL
 AJ3650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3650+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 AJ3650_ROD/PIPE-DEPTH:  3.7 meters
 AJ3650_SLEEVE-DEPTH  :  0.8 meters
 AJ3650
 AJ3650  HISTORY     - Date     Condition        Report By
 AJ3650  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3650  HISTORY     - 20061207 GOOD             GEOCAC
 AJ3650
 AJ3650                          STATION DESCRIPTION
 AJ3650
 AJ3650'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3650'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER , TOWNSHIP 01
 AJ3650'SOUTH, RANGE 05 EAST, SECTION 22
 AJ3650'OWNERSHIP - PRIVATE
 AJ3650'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND (EXIT 179) , DRIVE
 AJ3650'SOUTH ON ARIZONA AVENUE FOR 3.5 MI (5.6 KM) TO WARNER ROAD, THENCE
 AJ3650'EAST 0.1 MI (0.2KM) OF A MILE AND PARK, THE STATION IS SET IN GRAVEL
 AJ3650'DRAINAGE BASIN AREA ON THE SOUTH SIDE OF WARNER ROAD, THE STATION IS
 AJ3650'AS DESCRIBED
 AJ3650'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3650'COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3650'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3650'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BJ1 1999, SURROUNDED WITH A
 AJ3650'CONCRETE COLLAR FLUSH WITH THE GROUND, NO WHITE CARSONITE MARKER
 AJ3650'PLACED
 AJ3650'STATION TIES
 AJ3650'43 FEET (13.1 M) SOUTH OF THE SOUTHERLY EDGE OF THE CONCRETE DRAINAGE
 AJ3650'SLAB ON THE NORTHERLY PART OF THE DRAINAGE AREA.
 AJ3650'24 FEET (7.3 M) NORTH OF THE SOUTH EDGE OF THE RETENTION AREA (ALSO
 AJ3650'BEING A NORTHERLY EDGE OF THE PARKING LOT
 AJ3650'24 FEET (7.3 M) WEST OF THE EAST EDGE OF THE RETENTION AREA
 AJ3650'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3650'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3650
 AJ3650                          STATION RECOVERY (2006)
 AJ3650
 AJ3650'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AJ3650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3651 ***********************************************************************
 AJ3651  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3651  DESIGNATION -  2BL1
 AJ3651  PID         -  AJ3651
 AJ3651  STATE/COUNTY-  AZ/MARICOPA
 AJ3651  USGS QUAD   -  HIGLEY (1981)
 AJ3651
 AJ3651                         *CURRENT SURVEY CONTROL
 AJ3651  ___________________________________________________________________
 AJ3651* NAD 83(2007)-  33 20 14.29734(N)    111 44 18.30002(W)     ADJUSTED  
 AJ3651* NAVD 88     -       389.40   (meters)    1277.6    (feet)  GPS OBS   
 AJ3651  ___________________________________________________________________
 AJ3651  EPOCH DATE  -        2007.00
 AJ3651  X           -  -1,975,665.897 (meters)                     COMP
 AJ3651  Y           -  -4,954,955.951 (meters)                     COMP
 AJ3651  Z           -   3,485,470.447 (meters)                     COMP
 AJ3651  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AJ3651  ELLIP HEIGHT-         359.579 (meters)          (02/10/07) ADJUSTED
 AJ3651  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3651
 AJ3651  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3651  Type    PID    Designation                      North   East  Ellip
 AJ3651  -------------------------------------------------------------------
 AJ3651  NETWORK AJ3651 2BL1                              0.82   0.73   1.18
 AJ3651  -------------------------------------------------------------------
 AJ3651
 AJ3651.The horizontal coordinates were established by GPS observations
 AJ3651.and adjusted by the National Geodetic Survey in February 2007.
 AJ3651
 AJ3651.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3651.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3651.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3651.The epoch date for horizontal control is a decimal equivalence
 AJ3651.of Year/Month/Day.
 AJ3651
 AJ3651.The orthometric height was determined by GPS observations and a
 AJ3651.high-resolution geoid model.
 AJ3651.The orthometric height was determined by GPS observations and a
 AJ3651.high-resolution geoid model using precise GPS observation and
 AJ3651.processing techniques.
 AJ3651
 AJ3651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3651
 AJ3651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3651
 AJ3651.The ellipsoidal height was determined by GPS observations
 AJ3651.and is referenced to NAD 83.
 AJ3651
 AJ3651.The geoid height was determined by GEOID03.
 AJ3651
 AJ3651;                    North         East     Units Scale Factor Converg.
 AJ3651;SPC AZ C     -   259,171.607   229,952.712   MT  0.99990339   +0 05 52.7
 AJ3651;SPC AZ C     -   850,300.55    754,438.03   iFT  0.99990339   +0 05 52.7
 AJ3651;UTM  12      - 3,688,924.961   431,283.101   MT  0.99965822   -0 24 21.0
 AJ3651
 AJ3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3651!SPC AZ C     -   0.99994355  x   0.99990339  =   0.99984695
 AJ3651!UTM  12      -   0.99994355  x   0.99965822  =   0.99960179
 AJ3651
 AJ3651                          SUPERSEDED SURVEY CONTROL
 AJ3651
 AJ3651  NAD 83(1992)-  33 20 14.29655(N)    111 44 18.29896(W) AD(       ) B
 AJ3651  ELLIP H (04/12/01)  359.613  (m)                       GP(       ) 3 2
 AJ3651
 AJ3651.Superseded values are not recommended for survey control.
 AJ3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3651.See file dsdata.txt to determine how the superseded data were derived.
 AJ3651
 AJ3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3128388925(NAD 83)
 AJ3651_MARKER: I = METAL ROD
 AJ3651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3651_STAMPING: 2BL1 1999
 AJ3651_MARK LOGO: MCDOT 
 AJ3651_PROJECTION: FLUSH
 AJ3651_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3651+STABILITY: POSITION/ELEVATION WELL
 AJ3651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3651+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 AJ3651_ROD/PIPE-DEPTH:  6.9 meters
 AJ3651_SLEEVE-DEPTH  :  0.8 meters
 AJ3651
 AJ3651  HISTORY     - Date     Condition        Report By
 AJ3651  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3651  HISTORY     - 20060816 GOOD             SWGEOM
 AJ3651
 AJ3651                          STATION DESCRIPTION
 AJ3651
 AJ3651'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3651'THE STATION IS LOCATED WITHIN THE TOWN OF GILBERT, TOWNSHIP 01 SOUTH,
 AJ3651'RANGE 06 EAST, SECTION 16
 AJ3651'OWNERSHIP - SRP CANAL R/W
 AJ3651'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GREENFIELD ROAD
 AJ3651'(EXIT 185) , DRIVE SOUTH ON GREENFIELD ROAD FOR 3.3 MI (5.3 KM) TO THE
 AJ3651'NORTHWEST BANK OF THE CONSOLIDATED (EASTERN) CANAL AND PARK ON THE
 AJ3651'WEST SIDE OF THE ROAD, WALK WEST 60 FT (18.3 M) FROM THE CENTERLINE OF
 AJ3651'GREENFIELD ROAD, TO THE STATION AS DESCRIBED
 AJ3651'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3651'COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3651'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3651'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BL1 1999, SURROUNDED WITH A
 AJ3651'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3651'MARKER
 AJ3651'STATION TIES
 AJ3651'60 FT (18.3 M) WEST OF THE CENTERLINE OF GREENFIELD ROAD
 AJ3651'29 FT (8.8 M) EAST OF A TELCO BOX
 AJ3651'4.5 FT (1.4 M) NORTH OF THE NORTHWESTERLY CORNER OF THE BRIDGE ON
 AJ3651'GREENFIELD ROAD CROSSING OVER THE EASTERN CANAL
 AJ3651'4.0 FT (1.2 M) NORTH OF A WHITE CARSONITE MARKER
 AJ3651'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3651'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3651
 AJ3651                          STATION RECOVERY (2006)
 AJ3651
 AJ3651'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2006 (BSF)
 AJ3651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3652 ***********************************************************************
 AJ3652  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3652  DESIGNATION -  2BN2
 AJ3652  PID         -  AJ3652
 AJ3652  STATE/COUNTY-  AZ/MARICOPA
 AJ3652  USGS QUAD   -  HIGLEY (1981)
 AJ3652
 AJ3652                         *CURRENT SURVEY CONTROL
 AJ3652  ___________________________________________________________________
 AJ3652* NAD 83(2007)-  33 20 09.15237(N)    111 38 22.83617(W)     ADJUSTED  
 AJ3652* NAVD 88     -       422.87   (meters)    1387.4    (feet)  GPS OBS   
 AJ3652  ___________________________________________________________________
 AJ3652  EPOCH DATE  -        2007.00
 AJ3652  X           -  -1,967,166.396 (meters)                     COMP
 AJ3652  Y           -  -4,958,460.430 (meters)                     COMP
 AJ3652  Z           -   3,485,356.500 (meters)                     COMP
 AJ3652  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AJ3652  ELLIP HEIGHT-         393.220 (meters)          (02/10/07) ADJUSTED
 AJ3652  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3652
 AJ3652  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3652  Type    PID    Designation                      North   East  Ellip
 AJ3652  -------------------------------------------------------------------
 AJ3652  NETWORK AJ3652 2BN2                              0.71   0.65   1.04
 AJ3652  -------------------------------------------------------------------
 AJ3652
 AJ3652.The horizontal coordinates were established by GPS observations
 AJ3652.and adjusted by the National Geodetic Survey in February 2007.
 AJ3652
 AJ3652.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3652.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3652.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3652.The epoch date for horizontal control is a decimal equivalence
 AJ3652.of Year/Month/Day.
 AJ3652
 AJ3652.The orthometric height was determined by GPS observations and a
 AJ3652.high-resolution geoid model.
 AJ3652.The orthometric height was determined by GPS observations and a
 AJ3652.high-resolution geoid model using precise GPS observation and
 AJ3652.processing techniques.
 AJ3652
 AJ3652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3652
 AJ3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3652
 AJ3652.The ellipsoidal height was determined by GPS observations
 AJ3652.and is referenced to NAD 83.
 AJ3652
 AJ3652.The geoid height was determined by GEOID03.
 AJ3652
 AJ3652;                    North         East     Units Scale Factor Converg.
 AJ3652;SPC AZ C     -   259,033.181   239,144.539   MT  0.99990819   +0 09 08.0
 AJ3652;SPC AZ C     -   849,846.39    784,594.94   iFT  0.99990819   +0 09 08.0
 AJ3652;UTM  12      - 3,688,705.778   440,471.012   MT  0.99964369   -0 21 05.6
 AJ3652
 AJ3652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3652!SPC AZ C     -   0.99993827  x   0.99990819  =   0.99984647
 AJ3652!UTM  12      -   0.99993827  x   0.99964369  =   0.99958198
 AJ3652
 AJ3652                          SUPERSEDED SURVEY CONTROL
 AJ3652
 AJ3652  NAD 83(1992)-  33 20 09.15162(N)    111 38 22.83503(W) AD(       ) B
 AJ3652  ELLIP H (04/12/01)  393.252  (m)                       GP(       ) 3 2
 AJ3652
 AJ3652.Superseded values are not recommended for survey control.
 AJ3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3652.See file dsdata.txt to determine how the superseded data were derived.
 AJ3652
 AJ3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4047188706(NAD 83)
 AJ3652_MARKER: I = METAL ROD
 AJ3652_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3652_STAMPING: 2BN2 1999
 AJ3652_MARK LOGO: MCDOT 
 AJ3652_PROJECTION: FLUSH
 AJ3652_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3652+STABILITY: POSITION/ELEVATION WELL
 AJ3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3652+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 AJ3652_ROD/PIPE-DEPTH:  6.1 meters
 AJ3652_SLEEVE-DEPTH  :  0.8 meters
 AJ3652
 AJ3652  HISTORY     - Date     Condition        Report By
 AJ3652  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3652  HISTORY     - 20050913 GOOD             SWGEOM
 AJ3652  HISTORY     - 20061117 GOOD             GEOCAC
 AJ3652  HISTORY     - 20070627 GOOD             GEOCAC
 AJ3652
 AJ3652                          STATION DESCRIPTION
 AJ3652
 AJ3652'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3652'THE STATION IS LOCATED ONE MILE NORTH THE CITY OF MESA WILLIAMS GATE
 AJ3652'WAY AIRPORT WITHIN A MARICOPA COUNTY ENCLAVE, TOWNSHIP 01 SOUTH, RANGE
 AJ3652'07 EAST, SECTION 16
 AJ3652'OWNERSHIP - STATE OF ARIZONA
 AJ3652'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3652'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 3.5 MI (5.6 KM) TO
 AJ3652'WARNER ROAD, THENCE TURN RIGHT (WEST) 0.2 MI (0.3 KM) AND PARK ON THE
 AJ3652'NORTH SIDE OF THE ROAD, WALK NORTH 57 FT (17.4 M) FROM THE CENTERLINE
 AJ3652'OF ELLSWORTH ROAD, TO THE STATION AS DESCRIBED
 AJ3652'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3652'COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3652'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3652'WITH A COUNTY LOGO ACCESS COVER STAMPED 2BN2 1999, SURROUNDED WITH A
 AJ3652'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3652'MARKER
 AJ3652'STATION TIES
 AJ3652'264 FT (80.5 M) EAST FROM AN OPENING IN THE BARBED WIRE FENCE NORTH OF
 AJ3652'AND PARALLEL TO WARNER ROAD, SAID OPENING BEING 0.25 MI (0.40 KM) WEST
 AJ3652'OF THE CENTERLINE OF ELLSWORTH ROAD
 AJ3652'84 FT (25.6 M) NORTH OF OVERHEAD POWER LINES ON THE SOUTH SIDE AND
 AJ3652'PARALLELING WARNER ROAD
 AJ3652'57 FT (17.4 M) NORTH OF THE CENTERLINE OF WARNER ROAD
 AJ3652'4.25 FT (1.30 M) NORTHEAST FROM THE WHITE CARSONITE MARKER
 AJ3652'4.0 FT (1.2 M) NORTH OF THE BARBED WIRE FENCE ON THE NORTH SIDE OF
 AJ3652'WARNER ROAD
 AJ3652'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3652'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3652
 AJ3652                          STATION RECOVERY (2005)
 AJ3652
 AJ3652'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2005 (BSF)
 AJ3652'RECOVERED IN GOOD CONDITION.
 AJ3652
 AJ3652                          STATION RECOVERY (2006)
 AJ3652
 AJ3652'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AJ3652'RECOVERED IN GOOD CONDITION.
 AJ3652
 AJ3652                          STATION RECOVERY (2007)
 AJ3652
 AJ3652'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3652'THE ROAD HAS BEEN WIDENED, AND THE SOUTH CURB IS NOW ADJACENT TO THE
 AJ3652'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3742 ***********************************************************************
 AJ3742  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3742  DESIGNATION -  2BP2
 AJ3742  PID         -  AJ3742
 AJ3742  STATE/COUNTY-  AZ/PINAL
 AJ3742  USGS QUAD   -  DESERT WELL (1981)
 AJ3742
 AJ3742                         *CURRENT SURVEY CONTROL
 AJ3742  ___________________________________________________________________
 AJ3742* NAD 83(2007)-  33 20 10.60834(N)    111 32 02.83661(W)     ADJUSTED  
 AJ3742* NAVD 88     -       482.01   (meters)    1581.4    (feet)  GPS OBS   
 AJ3742  ___________________________________________________________________
 AJ3742  EPOCH DATE  -        2007.00
 AJ3742  X           -  -1,958,037.307 (meters)                     COMP
 AJ3742  Y           -  -4,962,099.331 (meters)                     COMP
 AJ3742  Z           -   3,485,426.618 (meters)                     COMP
 AJ3742  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AJ3742  ELLIP HEIGHT-         452.615 (meters)          (02/10/07) ADJUSTED
 AJ3742  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AJ3742
 AJ3742  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3742  Type    PID    Designation                      North   East  Ellip
 AJ3742  -------------------------------------------------------------------
 AJ3742  NETWORK AJ3742 2BP2                              0.65   0.59   1.06
 AJ3742  -------------------------------------------------------------------
 AJ3742
 AJ3742.The horizontal coordinates were established by GPS observations
 AJ3742.and adjusted by the National Geodetic Survey in February 2007.
 AJ3742
 AJ3742.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3742.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3742.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3742.The epoch date for horizontal control is a decimal equivalence
 AJ3742.of Year/Month/Day.
 AJ3742
 AJ3742.The orthometric height was determined by GPS observations and a
 AJ3742.high-resolution geoid model.
 AJ3742.The orthometric height was determined by GPS observations and a
 AJ3742.high-resolution geoid model using precise GPS observation and
 AJ3742.processing techniques.
 AJ3742
 AJ3742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3742
 AJ3742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3742
 AJ3742.The ellipsoidal height was determined by GPS observations
 AJ3742.and is referenced to NAD 83.
 AJ3742
 AJ3742.The geoid height was determined by GEOID03.
 AJ3742
 AJ3742;                    North         East     Units Scale Factor Converg.
 AJ3742;SPC AZ C     -   259,109.113   248,970.406   MT  0.99991563   +0 12 36.8
 AJ3742;SPC AZ C     -   850,095.52    816,832.04   iFT  0.99991563   +0 12 36.8
 AJ3742;UTM  12      - 3,688,695.318   450,294.466   MT  0.99963046   -0 17 36.7
 AJ3742
 AJ3742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3742!SPC AZ C     -   0.99992895  x   0.99991563  =   0.99984458
 AJ3742!UTM  12      -   0.99992895  x   0.99963046  =   0.99955943
 AJ3742
 AJ3742                          SUPERSEDED SURVEY CONTROL
 AJ3742
 AJ3742  NAD 83(1992)-  33 20 10.60762(N)    111 32 02.83538(W) AD(       ) B
 AJ3742  ELLIP H (04/12/01)  452.647  (m)                       GP(       ) 3 2
 AJ3742
 AJ3742.Superseded values are not recommended for survey control.
 AJ3742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3742.See file dsdata.txt to determine how the superseded data were derived.
 AJ3742
 AJ3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5029488695(NAD 83)
 AJ3742_MARKER: I = METAL ROD
 AJ3742_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3742_STAMPING: 2BP2 1999
 AJ3742_MARK LOGO: MCDOT 
 AJ3742_PROJECTION: FLUSH
 AJ3742_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3742+STABILITY: POSITION/ELEVATION WELL
 AJ3742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3742+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2008
 AJ3742_ROD/PIPE-DEPTH:  7.6 meters
 AJ3742_SLEEVE-DEPTH  :  0.8 meters
 AJ3742
 AJ3742  HISTORY     - Date     Condition        Report By
 AJ3742  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3742  HISTORY     - 20081003 GOOD             CAP
 AJ3742
 AJ3742                          STATION DESCRIPTION
 AJ3742
 AJ3742'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3742'THE STATION IS LOCATED WITHIN PINAL COUNTY, TOWNSHIP 01 SOUTH, RANGE
 AJ3742'08 EAST, SECTION 16
 AJ3742'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL DISTRICT
 AJ3742'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3742'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 9.0 MI (14.5 KM) TO
 AJ3742'RITTENHOUSE ROAD, THENCE TURN LEFT (SOUTHEAST) ON RITTENHOUSE ROAD AND
 AJ3742'DRIVE 0.8 MI (1.3 KM) TO OCOTILLO ROAD, THENCE TURN LEFT (EAST) AND
 AJ3742'DRIVE 5.4 MI (8.7 KM) TO SCHNEPF ROAD AND END OF PAVEMENT, CONTINUE
 AJ3742'(EAST) ON OCOTILLO ROAD (A DIRT ROAD) FOR 1.4 MI (2.2 KM) TO A LOCKED
 AJ3742'GATE GUARDING THE CENTRAL ARIZONA PROJECT SALT-GILA AQUEDUCT, DIRT
 AJ3742'ROAD FOR 0.1 MI (0.2 KM) TO A POINT WHERE AN EARTH DAM BEGINS THENCE,
 AJ3742'CONTINUE ALONG THE EARTH DAM, WESTERLY THEN NORTHERLY, FOR 3.9
 AJ3742'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3742'COMPRESSED ON A 20.0 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3742'REFUSAL ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3742'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2BP2 1999, SURROUNDED
 AJ3742'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3742'CARSONITE MARKER
 AJ3742'STATION TIES
 AJ3742'6.5 FT (2.0 M) SOUTHWEST OF 5/8 INCH REBAR
 AJ3742'4.0 FT (1.2 M) NORTH OF AND PERPENDICULAR TO GATE AND BARBED WIRE
 AJ3742'FENCE
 AJ3742'3.4 FT (1.0 M) WEST OF WHITE CARSONITE MARKER
 AJ3742'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3742'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3742
 AJ3742                          STATION RECOVERY (2008)
 AJ3742
 AJ3742'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 AJ3742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3646 ***********************************************************************
 AJ3646  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3646  DESIGNATION -  2CE1
 AJ3646  PID         -  AJ3646
 AJ3646  STATE/COUNTY-  AZ/MARICOPA
 AJ3646  USGS QUAD   -  LONE BUTTE (1973)
 AJ3646
 AJ3646                         *CURRENT SURVEY CONTROL
 AJ3646  ___________________________________________________________________
 AJ3646* NAD 83(2007)-  33 17 41.46386(N)    112 05 59.29614(W)     ADJUSTED  
 AJ3646* NAVD 88     -       359.43   (meters)    1179.2    (feet)  GPS OBS   
 AJ3646  ___________________________________________________________________
 AJ3646  EPOCH DATE  -        2007.00
 AJ3646  X           -  -2,007,842.906 (meters)                     COMP
 AJ3646  Y           -  -4,944,769.204 (meters)                     COMP
 AJ3646  Z           -   3,481,519.016 (meters)                     COMP
 AJ3646  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AJ3646  ELLIP HEIGHT-         329.532 (meters)          (02/10/07) ADJUSTED
 AJ3646  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AJ3646
 AJ3646  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3646  Type    PID    Designation                      North   East  Ellip
 AJ3646  -------------------------------------------------------------------
 AJ3646  NETWORK AJ3646 2CE1                              0.65   0.59   1.08
 AJ3646  -------------------------------------------------------------------
 AJ3646
 AJ3646.The horizontal coordinates were established by GPS observations
 AJ3646.and adjusted by the National Geodetic Survey in February 2007.
 AJ3646
 AJ3646.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3646.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3646.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3646.The epoch date for horizontal control is a decimal equivalence
 AJ3646.of Year/Month/Day.
 AJ3646
 AJ3646.The orthometric height was determined by GPS observations and a
 AJ3646.high-resolution geoid model.
 AJ3646.The orthometric height was determined by GPS observations and a
 AJ3646.high-resolution geoid model using precise GPS observation and
 AJ3646.processing techniques.
 AJ3646
 AJ3646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3646
 AJ3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3646
 AJ3646.The ellipsoidal height was determined by GPS observations
 AJ3646.and is referenced to NAD 83.
 AJ3646
 AJ3646.The geoid height was determined by GEOID03.
 AJ3646
 AJ3646;                    North         East     Units Scale Factor Converg.
 AJ3646;SPC AZ C     -   254,464.308   196,304.030   MT  0.99990359   -0 06 01.9
 AJ3646;SPC AZ C     -   834,856.65    644,042.09   iFT  0.99990359   -0 06 01.9
 AJ3646;UTM  12      - 3,684,514.472   397,601.417   MT  0.99972928   -0 36 13.6
 AJ3646
 AJ3646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3646!SPC AZ C     -   0.99994827  x   0.99990359  =   0.99985186
 AJ3646!UTM  12      -   0.99994827  x   0.99972928  =   0.99967756
 AJ3646
 AJ3646                          SUPERSEDED SURVEY CONTROL
 AJ3646
 AJ3646  NAD 83(1992)-  33 17 41.46308(N)    112 05 59.29541(W) AD(       ) B
 AJ3646  ELLIP H (04/12/01)  329.560  (m)                       GP(       ) 3 2
 AJ3646
 AJ3646.Superseded values are not recommended for survey control.
 AJ3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3646.See file dsdata.txt to determine how the superseded data were derived.
 AJ3646
 AJ3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9760184514(NAD 83)
 AJ3646_MARKER: I = METAL ROD
 AJ3646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3646+WITH SETTING: INFORMATION.
 AJ3646_STAMPING: 2CE1 1999
 AJ3646_MARK LOGO: MCDOT 
 AJ3646_PROJECTION: FLUSH
 AJ3646_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3646+STABILITY: POSITION/ELEVATION WELL
 AJ3646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3646+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 AJ3646_ROD/PIPE-DEPTH:  1.7 meters
 AJ3646_SLEEVE-DEPTH  :  0.8 meters
 AJ3646
 AJ3646  HISTORY     - Date     Condition        Report By
 AJ3646  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3646  HISTORY     - 20051008 GOOD             USPSQD
 AJ3646  HISTORY     - 20080514 GOOD             GEOCAC
 AJ3646
 AJ3646                          STATION DESCRIPTION
 AJ3646
 AJ3646'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3646'THE STATION IS LOCATED WITHIN A LANDSCAPED DRAINAGE BASIN IN THE
 AJ3646'AHWATUKEE COMMUNITY OF THE CITY OF PHOENIX, TOWNSHIP 01 SOUTH, RANGE
 AJ3646'03 EAST, SECTION 31
 AJ3646'OWNERSHIP - PRIVATE
 AJ3646'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3646'160) DRIVE WEST ON CHANDLER BLVD FOR 1.5 MI (2.4 KM) TO 40TH ST,
 AJ3646'THENCE DRIVE SOUTH ON 40TH ST 0.8 MI (1.3 KM) TO AN INTERSECTION WITH
 AJ3646'PECOS ROAD, THENCE TURN RIGHT (WEST) AND DRIVE WESTERLY ALONG PECOS
 AJ3646'ROAD FOR 5.6 MI (9.0 KM) TO SOUTH 17TH AVENUE, THENCE TURN RIGHT
 AJ3646'(NORTH) ON TO SOUTH 17TH AVENUE AND DRIVE 0.3 MI (0.5 KM) TO LIBERTY
 AJ3646'LN, TURN LEFT (WEST) AND DRIVE WEST ON LIBERTY LN 0.2 MI (0.3 KM) AND
 AJ3646'PARK AT THIS LOCATION AND WALK NORTH 54 FT (16.5 M) FROM THE SIDEWALK
 AJ3646'ON THE NORTH SIDE OF LIBERTY LN TO THE STATION AS DESCRIBED
 AJ3646'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3646'COMPRESSED ON A 5.5 FOOT (1.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3646'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3646'WITH A COUNTY LOGO ACCESS COVER STAMPED 2CE1 1999, SURROUNDED WITH A
 AJ3646'CONCRETE COLLAR FLUSH WITH THE GROUND.  NO WHITE CARSONITE MARKER
 AJ3646'STATION TIES
 AJ3646'54 FT (16.5 M) NORTH OF THE SIDEWALK ON THE NORTH SIDE OF LIBERTY LN
 AJ3646'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3646'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3646
 AJ3646                          STATION RECOVERY (2005)
 AJ3646
 AJ3646'RECOVERY NOTE BY US POWER SQUADRON 2005 (DA)
 AJ3646'RECOVERED AS DESCRIBED
 AJ3646
 AJ3646                          STATION RECOVERY (2008)
 AJ3646
 AJ3646'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3645 ***********************************************************************
 AJ3645  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3645  DESIGNATION -  2CG1
 AJ3645  PID         -  AJ3645
 AJ3645  STATE/COUNTY-  AZ/MARICOPA
 AJ3645  USGS QUAD   -  LONE BUTTE (1973)
 AJ3645
 AJ3645                         *CURRENT SURVEY CONTROL
 AJ3645  ___________________________________________________________________
 AJ3645* NAD 83(2007)-  33 17 31.67653(N)    112 00 22.11301(W)     ADJUSTED  
 AJ3645* NAVD 88     -       355.94   (meters)    1167.8    (feet)  GPS OBS   
 AJ3645  ___________________________________________________________________
 AJ3645  EPOCH DATE  -        2007.00
 AJ3645  X           -  -1,999,817.909 (meters)                     COMP
 AJ3645  Y           -  -4,948,195.637 (meters)                     COMP
 AJ3645  Z           -   3,481,265.073 (meters)                     COMP
 AJ3645  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AJ3645  ELLIP HEIGHT-         326.090 (meters)          (02/10/07) ADJUSTED
 AJ3645  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AJ3645
 AJ3645  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3645  Type    PID    Designation                      North   East  Ellip
 AJ3645  -------------------------------------------------------------------
 AJ3645  NETWORK AJ3645 2CG1                              0.74   0.69   1.08
 AJ3645  -------------------------------------------------------------------
 AJ3645
 AJ3645.The horizontal coordinates were established by GPS observations
 AJ3645.and adjusted by the National Geodetic Survey in February 2007.
 AJ3645
 AJ3645.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3645.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3645.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3645.The epoch date for horizontal control is a decimal equivalence
 AJ3645.of Year/Month/Day.
 AJ3645
 AJ3645.The orthometric height was determined by GPS observations and a
 AJ3645.high-resolution geoid model.
 AJ3645.The orthometric height was determined by GPS observations and a
 AJ3645.high-resolution geoid model using precise GPS observation and
 AJ3645.processing techniques.
 AJ3645
 AJ3645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3645
 AJ3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3645
 AJ3645.The ellipsoidal height was determined by GPS observations
 AJ3645.and is referenced to NAD 83.
 AJ3645
 AJ3645.The geoid height was determined by GEOID03.
 AJ3645
 AJ3645;                    North         East     Units Scale Factor Converg.
 AJ3645;SPC AZ C     -   254,151.416   205,026.693   MT  0.99990086   -0 02 56.8
 AJ3645;SPC AZ C     -   833,830.10    672,659.75   iFT  0.99990086   -0 02 56.8
 AJ3645;UTM  12      - 3,684,125.053   406,319.395   MT  0.99970820   -0 33 08.4
 AJ3645
 AJ3645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3645!SPC AZ C     -   0.99994881  x   0.99990086  =   0.99984967
 AJ3645!UTM  12      -   0.99994881  x   0.99970820  =   0.99965702
 AJ3645
 AJ3645                          SUPERSEDED SURVEY CONTROL
 AJ3645
 AJ3645  NAD 83(1992)-  33 17 31.67577(N)    112 00 22.11218(W) AD(       ) B
 AJ3645  ELLIP H (04/12/01)  326.125  (m)                       GP(       ) 3 2
 AJ3645
 AJ3645.Superseded values are not recommended for survey control.
 AJ3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3645.See file dsdata.txt to determine how the superseded data were derived.
 AJ3645
 AJ3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0631984125(NAD 83)
 AJ3645_MARKER: I = METAL ROD
 AJ3645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3645_STAMPING: 2CG1 1999
 AJ3645_MARK LOGO: MCDOT 
 AJ3645_PROJECTION: FLUSH
 AJ3645_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3645+STABILITY: POSITION/ELEVATION WELL
 AJ3645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3645+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2007
 AJ3645_ROD/PIPE-DEPTH:  8.5 meters
 AJ3645_SLEEVE-DEPTH  :  0.8 meters
 AJ3645
 AJ3645  HISTORY     - Date     Condition        Report By
 AJ3645  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3645  HISTORY     - 20070705 GOOD             GEOCAC
 AJ3645
 AJ3645                          STATION DESCRIPTION
 AJ3645
 AJ3645'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3645'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER, TOWNSHIP 01 SOUTH,
 AJ3645'RANGE 03 EAST, SECTION 36
 AJ3645'OWNERSHIP - PRIVATE
 AJ3645'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3645'160) , DRIVE WEST ON CHANDLER BLVD FOR 1.5 MI (2.4 KM) TO 40TH STREET,
 AJ3645'THENCE TURN LEFT (SOUTH) ON 40TH STREET AND DRIVE SOUTH FOR 0.7 MI
 AJ3645'(1.1 KM) TO AN INTERSECTION WITH PECOS ROAD, THENCE TURN RIGHT (WEST)
 AJ3645'AND DRIVE SOUTHWESTERLY 0.5 MI (0.8 KM) TO A DRAINAGE GREENBELT AREA
 AJ3645'LYING EAST OF AN ELEMENTARY SCHOOL SITE AND THE STATION, PARK AT THIS
 AJ3645'LOCATION AND WALK NORTHERLY ABOUT 253 FT (77.1 M) FROM THE CONCRETE
 AJ3645'HEADWALL ON THE NORTH SIDE OF PECOS RD TO THE STATION AS DESCRIBED
 AJ3645'MONUMENT DESCRIPTION - THE MONUMENT IS LOCATED WITHIN A LANDSCAPED
 AJ3645'DRAINAGE AREA, THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON
 AJ3645'A 28 FOOT (8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A 1
 AJ3645'INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA
 AJ3645'COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 2CG1 1999, SURROUNDED WITH A
 AJ3645'CONCRETE COLLAR FLUSH WITH THE GROUND, NO WHITE CARSONITE MARKER
 AJ3645'PLACED
 AJ3645'STATION TIES
 AJ3645'253 FT (77.1 M) NORTH FROM THE CONCRETE HEADWALL ON THE NORTH SIDE OF
 AJ3645'PECOS ROAD
 AJ3645'51 FT (15.5 M) EAST OF THE ROD IRON FENCE ALONG THE EAST BOUNDARY OF
 AJ3645'THE ELEMENTARY SCHOOL YARD
 AJ3645'13 FT (4.0 M) WEST OF THE CONCRETE VALLEY GUTTER AT THE LOW FLOW OR
 AJ3645'BASE OF THE DRAINAGE WAY
 AJ3645'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3645'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3645
 AJ3645                          STATION RECOVERY (2007)
 AJ3645
 AJ3645'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3644 ***********************************************************************
 AJ3644  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3644  DESIGNATION -  2CI1
 AJ3644  PID         -  AJ3644
 AJ3644  STATE/COUNTY-  AZ/MARICOPA
 AJ3644  USGS QUAD   -  GUADALUPE (1982)
 AJ3644
 AJ3644                         *CURRENT SURVEY CONTROL
 AJ3644  ___________________________________________________________________
 AJ3644* NAD 83(2007)-  33 17 42.09196(N)    111 53 41.97568(W)     ADJUSTED  
 AJ3644* NAVD 88     -       360.63   (meters)    1183.2    (feet)  GPS OBS   
 AJ3644  ___________________________________________________________________
 AJ3644  EPOCH DATE  -        2007.00
 AJ3644  X           -  -1,990,150.806 (meters)                     COMP
 AJ3644  Y           -  -4,951,905.968 (meters)                     COMP
 AJ3644  Z           -   3,481,535.850 (meters)                     COMP
 AJ3644  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ3644  ELLIP HEIGHT-         330.733 (meters)          (02/10/07) ADJUSTED
 AJ3644  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AJ3644
 AJ3644  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3644  Type    PID    Designation                      North   East  Ellip
 AJ3644  -------------------------------------------------------------------
 AJ3644  NETWORK AJ3644 2CI1                              0.76   0.73   1.10
 AJ3644  -------------------------------------------------------------------
 AJ3644
 AJ3644.The horizontal coordinates were established by GPS observations
 AJ3644.and adjusted by the National Geodetic Survey in February 2007.
 AJ3644
 AJ3644.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3644.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3644.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3644.The epoch date for horizontal control is a decimal equivalence
 AJ3644.of Year/Month/Day.
 AJ3644
 AJ3644.The orthometric height was determined by GPS observations and a
 AJ3644.high-resolution geoid model.
 AJ3644.The orthometric height was determined by GPS observations and a
 AJ3644.high-resolution geoid model using precise GPS observation and
 AJ3644.processing techniques.
 AJ3644
 AJ3644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3644
 AJ3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3644
 AJ3644.The ellipsoidal height was determined by GPS observations
 AJ3644.and is referenced to NAD 83.
 AJ3644
 AJ3644.The geoid height was determined by GEOID03.
 AJ3644
 AJ3644;                    North         East     Units Scale Factor Converg.
 AJ3644;SPC AZ C     -   254,468.903   215,378.481   MT  0.99990005   +0 00 42.8
 AJ3644;SPC AZ C     -   834,871.73    706,622.31   iFT  0.99990005   +0 00 42.8
 AJ3644;UTM  12      - 3,684,351.564   416,671.465   MT  0.99968561   -0 29 28.8
 AJ3644
 AJ3644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3644!SPC AZ C     -   0.99994808  x   0.99990005  =   0.99984813
 AJ3644!UTM  12      -   0.99994808  x   0.99968561  =   0.99963371
 AJ3644
 AJ3644                          SUPERSEDED SURVEY CONTROL
 AJ3644
 AJ3644  NAD 83(1992)-  33 17 42.09118(N)    111 53 41.97477(W) AD(       ) B
 AJ3644  ELLIP H (04/12/01)  330.768  (m)                       GP(       ) 3 2
 AJ3644
 AJ3644.Superseded values are not recommended for survey control.
 AJ3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3644.See file dsdata.txt to determine how the superseded data were derived.
 AJ3644
 AJ3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1667184352(NAD 83)
 AJ3644_MARKER: I = METAL ROD
 AJ3644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3644_STAMPING: 2CI1 1999
 AJ3644_MARK LOGO: MCDOT 
 AJ3644_PROJECTION: FLUSH
 AJ3644_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3644+STABILITY: POSITION/ELEVATION WELL
 AJ3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3644+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AJ3644_ROD/PIPE-DEPTH:  5.5 meters
 AJ3644_SLEEVE-DEPTH  :  0.8 meters
 AJ3644
 AJ3644  HISTORY     - Date     Condition        Report By
 AJ3644  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3644  HISTORY     - 20080505 GOOD             GEOCAC
 AJ3644
 AJ3644                          STATION DESCRIPTION
 AJ3644
 AJ3644'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3644'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER, TOWNSHIP 01 SOUTH,
 AJ3644'RANGE 04 EAST, SECTION 36
 AJ3644'OWNERSHIP - A.D.O.T.  RIGHT OF WAY
 AJ3644'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND CHANDLER BLVD (EXIT
 AJ3644'160) , DRIVE EAST ON CHANDLER BLVD FOR 4.4 MI (7.1 KM) TO PRICE ROAD,
 AJ3644'THENCE TURN RIGHT (SOUTH) ON PRICE RD AND DRIVE 0.5 MI (0.8 KM) TO
 AJ3644'FRYE ROAD, THENCE CONTINUE SOUTH 0.2 MI (0.3 KM) AND PARK AT THIS
 AJ3644'LOCATION AND WALK WESTERLY ABOUT 30 FT (9.1 M) TO THE STATION AS
 AJ3644'DESCRIBED
 AJ3644'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3644'COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3644'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3644'WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 2CI1 1999,
 AJ3644'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3644'A WHITE CARSONITE MARKER
 AJ3644'STATION TIES
 AJ3644'79 FT (24.1 M) SOUTHEAST OF A FIRE HYDRANT
 AJ3644'57 FT (17.4 M) SOUTHWEST OF A STREET LIGHT POLE
 AJ3644'40 FT (12.2 M) NORTHWEST OF THE POWER TRANSFORMER CABINET
 AJ3644'14 FT (4.3 M) EAST OF A WATER VALVE
 AJ3644'4.0 FT (1.2 M) NORTH OF THE WHITE CARSONITE MARKER
 AJ3644'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3644'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3644
 AJ3644                          STATION RECOVERY (2008)
 AJ3644
 AJ3644'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3643 ***********************************************************************
 AJ3643  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3643  DESIGNATION -  2CK1
 AJ3643  PID         -  AJ3643
 AJ3643  STATE/COUNTY-  AZ/MARICOPA
 AJ3643  USGS QUAD   -  CHANDLER (1981)
 AJ3643
 AJ3643                         *CURRENT SURVEY CONTROL
 AJ3643  ___________________________________________________________________
 AJ3643* NAD 83(2007)-  33 17 31.58558(N)    111 47 40.79598(W)     ADJUSTED  
 AJ3643* NAVD 88     -       379.89   (meters)    1246.4    (feet)  GPS OBS   
 AJ3643  ___________________________________________________________________
 AJ3643  EPOCH DATE  -        2007.00
 AJ3643  X           -  -1,981,548.673 (meters)                     COMP
 AJ3643  Y           -  -4,955,563.142 (meters)                     COMP
 AJ3643  Z           -   3,481,275.838 (meters)                     COMP
 AJ3643  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AJ3643  ELLIP HEIGHT-         349.969 (meters)          (02/10/07) ADJUSTED
 AJ3643  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AJ3643
 AJ3643  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3643  Type    PID    Designation                      North   East  Ellip
 AJ3643  -------------------------------------------------------------------
 AJ3643  NETWORK AJ3643 2CK1                              0.78   0.71   1.16
 AJ3643  -------------------------------------------------------------------
 AJ3643
 AJ3643.The horizontal coordinates were established by GPS observations
 AJ3643.and adjusted by the National Geodetic Survey in February 2007.
 AJ3643
 AJ3643.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3643.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3643.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3643.The epoch date for horizontal control is a decimal equivalence
 AJ3643.of Year/Month/Day.
 AJ3643
 AJ3643.The orthometric height was determined by GPS observations and a
 AJ3643.high-resolution geoid model.
 AJ3643.The orthometric height was determined by GPS observations and a
 AJ3643.high-resolution geoid model using precise GPS observation and
 AJ3643.processing techniques.
 AJ3643
 AJ3643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3643
 AJ3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3643
 AJ3643.The ellipsoidal height was determined by GPS observations
 AJ3643.and is referenced to NAD 83.
 AJ3643
 AJ3643.The geoid height was determined by GEOID03.
 AJ3643
 AJ3643;                    North         East     Units Scale Factor Converg.
 AJ3643;SPC AZ C     -   254,151.683   224,722.545   MT  0.99990159   +0 04 01.1
 AJ3643;SPC AZ C     -   833,830.98    737,278.69   iFT  0.99990159   +0 04 01.1
 AJ3643;UTM  12      - 3,683,952.382   426,010.287   MT  0.99966749   -0 26 10.4
 AJ3643
 AJ3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3643!SPC AZ C     -   0.99994506  x   0.99990159  =   0.99984665
 AJ3643!UTM  12      -   0.99994506  x   0.99966749  =   0.99961257
 AJ3643
 AJ3643                          SUPERSEDED SURVEY CONTROL
 AJ3643
 AJ3643  NAD 83(1992)-  33 17 31.58479(N)    111 47 40.79498(W) AD(       ) B
 AJ3643  ELLIP H (04/12/01)  350.001  (m)                       GP(       ) 3 2
 AJ3643
 AJ3643.Superseded values are not recommended for survey control.
 AJ3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3643.See file dsdata.txt to determine how the superseded data were derived.
 AJ3643
 AJ3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2601083952(NAD 83)
 AJ3643_MARKER: I = METAL ROD
 AJ3643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3643_STAMPING: 2CK1
 AJ3643_MARK LOGO: MCDOT 
 AJ3643_PROJECTION: FLUSH
 AJ3643_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3643+STABILITY: POSITION/ELEVATION WELL
 AJ3643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3643+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 AJ3643_ROD/PIPE-DEPTH: 13.1 meters
 AJ3643_SLEEVE-DEPTH  :  0.8 meters
 AJ3643
 AJ3643  HISTORY     - Date     Condition        Report By
 AJ3643  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3643  HISTORY     - 20070719 GOOD             GEOCAC
 AJ3643
 AJ3643                          STATION DESCRIPTION
 AJ3643
 AJ3643'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3643'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER, TOWNSHIP 01 SOUTH,
 AJ3643'RANGE 05 EAST, SECTION 36
 AJ3643'OWNERSHIP - MARICOPA COUNTY
 AJ3643'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3643'182) , DRIVE SOUTH ON GILBERT ROAD FOR 6.5 MI (10.5 KM) TO PECOS ROAD,
 AJ3643'THENCE TURN RIGHT (WEST) ON TO PECOS RD AND DRIVE 0.3 MI (0.5 KM) AND
 AJ3643'PARK AT THIS LOCATION AND WALK NORTH 83 FT (25.3 M) FROM THE
 AJ3643'CENTERLINE OF PECOS ROAD TO THE STATION AS DESCRIBED
 AJ3643'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3643'COMPRESSED ON A 43 FT STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN
 AJ3643'A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY
 AJ3643'LOGO ACCESS COVER STAMPED 2CK1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3643'FLUSH WITH THE GROUND, NO WHITE CARSONITE MARKER PLACED
 AJ3643'STATION TIES
 AJ3643'164.5 FT (50.1 M) SOUTH OF THE CONCRETE CURB AT THE SOUTH EDGE OF THE
 AJ3643'NORTHERLY PART OF THE PARKING ACCESS DRIVE TO CHANDLER-GILBERT
 AJ3643'COMMUNITY COLLEGE ENTRANCE
 AJ3643'147.0 FT (44.8 M) WEST OF THE CONCRETE CURB AT THE WEST EDGE OF THE
 AJ3643'EAST DRIVE TO THE CHANDLER-GILBERT COMMUNITY COLLEGE ENTRANCE
 AJ3643'83 FT (25.3 M) NORTH OF THE CENTERLINE OF PECOS ROAD
 AJ3643'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3643'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3643
 AJ3643                          STATION RECOVERY (2007)
 AJ3643
 AJ3643'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3642 ***********************************************************************
 AJ3642  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3642  DESIGNATION -  2CM1
 AJ3642  PID         -  AJ3642
 AJ3642  STATE/COUNTY-  AZ/MARICOPA
 AJ3642  USGS QUAD   -  HIGLEY (1981)
 AJ3642
 AJ3642                         *CURRENT SURVEY CONTROL
 AJ3642  ___________________________________________________________________
 AJ3642* NAD 83(2007)-  33 17 21.19270(N)    111 41 10.60398(W)     ADJUSTED  
 AJ3642* NAVD 88     -       406.77   (meters)    1334.5    (feet)  GPS OBS   
 AJ3642  ___________________________________________________________________
 AJ3642  EPOCH DATE  -        2007.00
 AJ3642  X           -  -1,972,243.967 (meters)                     COMP
 AJ3642  Y           -  -4,959,487.084 (meters)                     COMP
 AJ3642  Z           -   3,481,023.013 (meters)                     COMP
 AJ3642  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AJ3642  ELLIP HEIGHT-         376.993 (meters)          (02/10/07) ADJUSTED
 AJ3642  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AJ3642
 AJ3642  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3642  Type    PID    Designation                      North   East  Ellip
 AJ3642  -------------------------------------------------------------------
 AJ3642  NETWORK AJ3642 2CM1                              0.76   0.65   1.12
 AJ3642  -------------------------------------------------------------------
 AJ3642
 AJ3642.The horizontal coordinates were established by GPS observations
 AJ3642.and adjusted by the National Geodetic Survey in February 2007.
 AJ3642
 AJ3642.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3642.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3642.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3642.The epoch date for horizontal control is a decimal equivalence
 AJ3642.of Year/Month/Day.
 AJ3642
 AJ3642.The orthometric height was determined by GPS observations and a
 AJ3642.high-resolution geoid model.
 AJ3642.The orthometric height was determined by GPS observations and a
 AJ3642.high-resolution geoid model using precise GPS observation and
 AJ3642.processing techniques.
 AJ3642
 AJ3642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3642
 AJ3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3642
 AJ3642.The ellipsoidal height was determined by GPS observations
 AJ3642.and is referenced to NAD 83.
 AJ3642
 AJ3642.The geoid height was determined by GEOID03.
 AJ3642
 AJ3642;                    North         East     Units Scale Factor Converg.
 AJ3642;SPC AZ C     -   253,848.567   234,817.836   MT  0.99990567   +0 07 35.2
 AJ3642;SPC AZ C     -   832,836.51    770,399.72   iFT  0.99990567   +0 07 35.2
 AJ3642;UTM  12      - 3,683,560.719   436,100.056   MT  0.99965034   -0 22 36.1
 AJ3642
 AJ3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3642!SPC AZ C     -   0.99994082  x   0.99990567  =   0.99984649
 AJ3642!UTM  12      -   0.99994082  x   0.99965034  =   0.99959118
 AJ3642
 AJ3642                          SUPERSEDED SURVEY CONTROL
 AJ3642
 AJ3642  NAD 83(1992)-  33 17 21.19190(N)    111 41 10.60290(W) AD(       ) B
 AJ3642  ELLIP H (04/12/01)  377.026  (m)                       GP(       ) 3 2
 AJ3642
 AJ3642.Superseded values are not recommended for survey control.
 AJ3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3642.See file dsdata.txt to determine how the superseded data were derived.
 AJ3642
 AJ3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3610083561(NAD 83)
 AJ3642_MARKER: I = METAL ROD
 AJ3642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3642_STAMPING: 2CM1 1999
 AJ3642_MARK LOGO: MCDOT 
 AJ3642_PROJECTION: FLUSH
 AJ3642_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3642+STABILITY: POSITION/ELEVATION WELL
 AJ3642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3642+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 AJ3642_ROD/PIPE-DEPTH:  3.4 meters
 AJ3642_SLEEVE-DEPTH  :  0.8 meters
 AJ3642
 AJ3642  HISTORY     - Date     Condition        Report By
 AJ3642  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3642  HISTORY     - 20070726 GOOD             GEOCAC
 AJ3642
 AJ3642                          STATION DESCRIPTION
 AJ3642
 AJ3642'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3642'THE STATION IS LOCATED WITHIN THE CITY OF MESA, TOWNSHIP 02 SOUTH,
 AJ3642'RANGE 07 EAST, SECTION 6
 AJ3642'OWNERSHIP -  MARICOPA COUNTY RIGHT OF WAY
 AJ3642'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3642'188) , DRIVE SOUTH ON POWER ROAD FOR 6.5 MI (10.5 KM) ROAD, AND PARK,
 AJ3642'THE STATION IS SET IN GRAVEL AREA 300 FEET (91.4 M) NORTH OF THE
 AJ3642'CENTERLINE OF RITTENHOUSE ROAD ALONG THE CENTERLINE OF POWER ROAD,
 AJ3642'THENCE EAST 50 FEET (15.2 M) THE STATION AS DESCRIBED
 AJ3642'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3642'COMPRESSED ON A 8.8 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3642'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3642'WITH A COUNTY LOGO ACCESS COVER STAMPED 2MC1 1999, SURROUNDED WITH A
 AJ3642'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3642'MARKER
 AJ3642'STATION TIES
 AJ3642'50 FEET (15.2 M) EAST OF THE CENTERLINE OF POWER ROAD
 AJ3642'42 FEET (12.8 M) NORTHEAST OF A TELCO BOX ON THE EAST SIDE OF POWER
 AJ3642'ROAD
 AJ3642'9 FEET (2.7 M) SOUTHWEST OF A BARBED WIRE FENCE
 AJ3642'5 FEET (1.5 M) WEST OF A BARBED WIRE FENCE
 AJ3642'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3642'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3642
 AJ3642                          STATION RECOVERY (2007)
 AJ3642
 AJ3642'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3654 ***********************************************************************
 AJ3654  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3654  DESIGNATION -  2CO1
 AJ3654  PID         -  AJ3654
 AJ3654  STATE/COUNTY-  AZ/MARICOPA
 AJ3654  USGS QUAD   -  DESERT WELL (1981)
 AJ3654
 AJ3654                         *CURRENT SURVEY CONTROL
 AJ3654  ___________________________________________________________________
 AJ3654* NAD 83(2007)-  33 17 29.63635(N)    111 34 59.36713(W)     ADJUSTED  
 AJ3654* NAVD 88     -       439.70   (meters)    1442.6    (feet)  GPS OBS   
 AJ3654  ___________________________________________________________________
 AJ3654  EPOCH DATE  -        2007.00
 AJ3654  X           -  -1,963,272.318 (meters)                     COMP
 AJ3654  Y           -  -4,962,921.676 (meters)                     COMP
 AJ3654  Z           -   3,481,258.655 (meters)                     COMP
 AJ3654  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AJ3654  ELLIP HEIGHT-         410.119 (meters)          (02/10/07) ADJUSTED
 AJ3654  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AJ3654
 AJ3654  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3654  Type    PID    Designation                      North   East  Ellip
 AJ3654  -------------------------------------------------------------------
 AJ3654  NETWORK AJ3654 2CO1                              0.71   0.65   1.12
 AJ3654  -------------------------------------------------------------------
 AJ3654
 AJ3654.The horizontal coordinates were established by GPS observations
 AJ3654.and adjusted by the National Geodetic Survey in February 2007.
 AJ3654
 AJ3654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3654.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3654.The epoch date for horizontal control is a decimal equivalence
 AJ3654.of Year/Month/Day.
 AJ3654
 AJ3654.The orthometric height was determined by GPS observations and a
 AJ3654.high-resolution geoid model.
 AJ3654.The orthometric height was determined by GPS observations and a
 AJ3654.high-resolution geoid model using precise GPS observation and
 AJ3654.processing techniques.
 AJ3654
 AJ3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3654
 AJ3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3654
 AJ3654.The ellipsoidal height was determined by GPS observations
 AJ3654.and is referenced to NAD 83.
 AJ3654
 AJ3654.The geoid height was determined by GEOID03.
 AJ3654
 AJ3654;                    North         East     Units Scale Factor Converg.
 AJ3654;SPC AZ C     -   254,134.618   244,421.548   MT  0.99991189   +0 10 59.0
 AJ3654;SPC AZ C     -   833,774.99    801,907.97   iFT  0.99991189   +0 10 59.0
 AJ3654;UTM  12      - 3,683,762.370   445,703.360   MT  0.99963635   -0 19 12.4
 AJ3654
 AJ3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3654!SPC AZ C     -   0.99993562  x   0.99991189  =   0.99984751
 AJ3654!UTM  12      -   0.99993562  x   0.99963635  =   0.99957199
 AJ3654
 AJ3654                          SUPERSEDED SURVEY CONTROL
 AJ3654
 AJ3654  NAD 83(1992)-  33 17 29.63563(N)    111 34 59.36591(W) AD(       ) B
 AJ3654  ELLIP H (04/12/01)  410.152  (m)                       GP(       ) 3 2
 AJ3654
 AJ3654.Superseded values are not recommended for survey control.
 AJ3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3654.See file dsdata.txt to determine how the superseded data were derived.
 AJ3654
 AJ3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4570383762(NAD 83)
 AJ3654_MARKER: I = METAL ROD
 AJ3654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3654_PROJECTION: FLUSH
 AJ3654_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3654+STABILITY: POSITION/ELEVATION WELL
 AJ3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3654+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 AJ3654_ROD/PIPE-DEPTH:  3.8 meters
 AJ3654_SLEEVE-DEPTH  :  0.8 meters
 AJ3654
 AJ3654  HISTORY     - Date     Condition        Report By
 AJ3654  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3654  HISTORY     - 20060421 GOOD             MCDOT
 AJ3654  HISTORY     - 20070802 GOOD             AZDWR
 AJ3654  HISTORY     - 20070905 GOOD             GEOCAC
 AJ3654
 AJ3654                          STATION DESCRIPTION
 AJ3654
 AJ3654'DESCRIBED BY MARICOPA CO DOT 1999 (RAP)
 AJ3654'THE STATION IS LOCATED 40.MI SOUTH OF THE CITY OF APACHE JUNCTION,
 AJ3654'TOWNSHIP 02 SOUTH, RANGE 08 EAST, SECTION 6
 AJ3654'OWNERSHIP - MESA RIGHT OF WAY
 AJ3654'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3654'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 6.5 MI (10.5 KM) TO
 AJ3654'PACOS ROAD, THENCE TURN LEFT (EAST) ON TO PACOS RD AND DRIVE 2.8 MI
 AJ3654'(4.5 KM) TO THE END OF PAVEMENT AND A BARBED WIRE GATE IN A
 AJ3654'NORTH-SOUTH BARBED WIRE FENCE, THENCE CONTINUE TO DRIVE EAST 800.0 FT
 AJ3654'(243.8 M) BEYOND THE GATE (PASSING UNDER OVERHEAD POWER LINES) TO  A
 AJ3654'GATE ON THE RIGHT (SOUTH) SIDE OF ROAD, THENCE TURN RIGHT (SOUTH) AND
 AJ3654'GO  THROUGH THE GATE AND TRAVEL 85 FT (26.0 M) SOUTHEASTERLY TO THE
 AJ3654'STATION AS THE STATION AS DESCRIBED
 AJ3654'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3654'COMPRESSED ON A 12.5 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3654'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3654'PIPE WITH A COUNTY LOGO ACCESS COVER UNSTAMPED, SURROUNDED WITH A
 AJ3654'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3654'MARKER
 AJ3654'STATION TIES
 AJ3654'800 FT (243.8 M) EAST ALONG A DIRT ROAD NORTH OF A BARBED WIRE FENCE,
 AJ3654'EAST OF THE GATE AT THE END OF PAVEMENT TO A GATE IN THE EAST-WEST
 AJ3654'FENCE, NEAR THE WEST EDGE OF THE GATE ON THE NORTH SIDE OF THE FENCE
 AJ3654'IS A GLO BRASS CAP
 AJ3654'85 FT (26.0 M) SOUTHWESTERLY FROM THE ABOVE DESCRIBED GLO BRASS CAP
 AJ3654'80 FT (24.3 M) SOUTH OF THE EAST-WEST BARBED WIRE FENCE ALONG PECOS
 AJ3654'DIRT ROAD
 AJ3654'81.5 FT (24.8 M) EAST FROM OVER HEAD POWER LINES
 AJ3654'5.0 FT (1.5 M) WEST OF A WHITE CARSONITE POST
 AJ3654'4.0 FT (1.2 M) WEST OF THE NORTH-SOUTH BARBED WIRE FENCE
 AJ3654'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3654'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3654
 AJ3654                          STATION RECOVERY (2006)
 AJ3654
 AJ3654'RECOVERY NOTE BY MARICOPA CO DOT 2006 (BR)
 AJ3654'THE MONUMENT APPEARS TO BE ABOUT 1/2 MILE BEHIND A LOCKED GATE.
 AJ3654'BRIAN DALAGER
 AJ3654
 AJ3654                          STATION RECOVERY (2007)
 AJ3654
 AJ3654'RECOVERY NOTE BY ARIZONA DEPT OF WATER RESOURCES 2007 (BC)
 AJ3654'RECOVERED IN GOOD CONDITION. LOCKED GATE HAS BEEN REMOVED.
 AJ3654
 AJ3654                          STATION RECOVERY (2007)
 AJ3654
 AJ3654'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3739 ***********************************************************************
 AJ3739  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3739  DESIGNATION -  2CQ2
 AJ3739  PID         -  AJ3739
 AJ3739  STATE/COUNTY-  AZ/PINAL
 AJ3739  USGS QUAD   -  DESERT WELL (1981)
 AJ3739
 AJ3739                         *CURRENT SURVEY CONTROL
 AJ3739  ___________________________________________________________________
 AJ3739* NAD 83(2007)-  33 17 21.67275(N)    111 30 23.96244(W)     ADJUSTED  
 AJ3739* NAVD 88     -       488.71   (meters)    1603.4    (feet)  GPS OBS   
 AJ3739  ___________________________________________________________________
 AJ3739  EPOCH DATE  -        2007.00
 AJ3739  X           -  -1,956,708.520 (meters)                     COMP
 AJ3739  Y           -  -4,965,702.150 (meters)                     COMP
 AJ3739  Z           -   3,481,080.547 (meters)                     COMP
 AJ3739  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 AJ3739  ELLIP HEIGHT-         459.290 (meters)          (02/10/07) ADJUSTED
 AJ3739  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3739
 AJ3739  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3739  Type    PID    Designation                      North   East  Ellip
 AJ3739  -------------------------------------------------------------------
 AJ3739  NETWORK AJ3739 2CQ2                              0.67   0.61   1.14
 AJ3739  -------------------------------------------------------------------
 AJ3739
 AJ3739.The horizontal coordinates were established by GPS observations
 AJ3739.and adjusted by the National Geodetic Survey in February 2007.
 AJ3739
 AJ3739.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3739.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3739.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3739.The epoch date for horizontal control is a decimal equivalence
 AJ3739.of Year/Month/Day.
 AJ3739
 AJ3739.The orthometric height was determined by GPS observations and a
 AJ3739.high-resolution geoid model.
 AJ3739.The orthometric height was determined by GPS observations and a
 AJ3739.high-resolution geoid model using precise GPS observation and
 AJ3739.processing techniques.
 AJ3739
 AJ3739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3739
 AJ3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3739
 AJ3739.The ellipsoidal height was determined by GPS observations
 AJ3739.and is referenced to NAD 83.
 AJ3739
 AJ3739.The geoid height was determined by GEOID03.
 AJ3739
 AJ3739;                    North         East     Units Scale Factor Converg.
 AJ3739;SPC AZ C     -   253,914.672   251,547.544   MT  0.99991797   +0 13 30.2
 AJ3739;SPC AZ C     -   833,053.39    825,287.22   iFT  0.99991797   +0 13 30.2
 AJ3739;UTM  12      - 3,683,479.935   452,825.134   MT  0.99962744   -0 16 41.1
 AJ3739
 AJ3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3739!SPC AZ C     -   0.99992790  x   0.99991797  =   0.99984587
 AJ3739!UTM  12      -   0.99992790  x   0.99962744  =   0.99955537
 AJ3739
 AJ3739                          SUPERSEDED SURVEY CONTROL
 AJ3739
 AJ3739  NAD 83(1992)-  33 17 21.67205(N)    111 30 23.96117(W) AD(       ) B
 AJ3739  ELLIP H (04/12/01)  459.322  (m)                       GP(       ) 3 2
 AJ3739
 AJ3739.Superseded values are not recommended for survey control.
 AJ3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3739.See file dsdata.txt to determine how the superseded data were derived.
 AJ3739
 AJ3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5282583480(NAD 83)
 AJ3739_MARKER: I = METAL ROD
 AJ3739_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3739_STAMPING: 2CQ2 1999
 AJ3739_MARK LOGO: MCDOT 
 AJ3739_PROJECTION: FLUSH
 AJ3739_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3739+STABILITY: POSITION/ELEVATION WELL
 AJ3739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3739+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2008
 AJ3739_ROD/PIPE-DEPTH:  7.5 meters
 AJ3739_SLEEVE-DEPTH  :  0.8 meters
 AJ3739
 AJ3739  HISTORY     - Date     Condition        Report By
 AJ3739  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3739  HISTORY     - 20081003 GOOD             CAP
 AJ3739
 AJ3739                          STATION DESCRIPTION
 AJ3739
 AJ3739'DESCRIBED BY MARICOPA CO DOT 1999 (TM)
 AJ3739'THE STATION IS LOCATED WITHIN PINAL COUNTY, TOWNSHIP 02 SOUTH, RANGE
 AJ3739'08 EAST, SECTION 1
 AJ3739'OWNERSHIP - MARICOPA COUNTY FLOOD CONTROL DISTRICT
 AJ3739'NOTE - THIS STATION IS BEHIND LOCKED GATES BELONGING TO MARICOPA
 AJ3739'COUNTY FLOOD CONTROL DISTRICT
 AJ3739'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3739'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 9.0 MI (14.5 KM) TO
 AJ3739'RITTENHOUSE ROAD, THENCE TURN LEFT (SOUTHEAST) ON RITTENHOUSE ROAD AND
 AJ3739'DRIVE 0.8 MI (1.3 KM) TO OCOTILLO ROAD, THENCE TURN LEFT (EAST) AND
 AJ3739'DRIVE 5.4 MI (8.7 KM) TO SCHNEPF ROAD AND END OF PAVEMENT, CONTINUE
 AJ3739'EAST ON THE DIRT ROAD (OCOTILLO ALIGNMENT) FOR 1.4 MI (2.2 KM) TO A
 AJ3739'LOCKED GATE GUARDING THE CENTRAL ARIZONA PROJECT SALT-GILA
 AJ3739'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3739'COMPRESSED ON A 18.0 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3739'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3739'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2CQ2 1999, SURROUNDED
 AJ3739'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND
 AJ3739'STATION TIES
 AJ3739'2640 FT (804.7 M) WEST FROM END OF DAM
 AJ3739'175 FT (53.3 M) NORTH OF FLOOD CONTROL STRUCTURE
 AJ3739'NO WHITE CARSONITE MARKER INDICATED
 AJ3739'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3739'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3739
 AJ3739                          STATION RECOVERY (2008)
 AJ3739
 AJ3739'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 AJ3739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3641 ***********************************************************************
 AJ3641  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3641  DESIGNATION -  2DJ1
 AJ3641  PID         -  AJ3641
 AJ3641  STATE/COUNTY-  AZ/MARICOPA
 AJ3641  USGS QUAD   -  GILA BUTTE (1981)
 AJ3641
 AJ3641                         *CURRENT SURVEY CONTROL
 AJ3641  ___________________________________________________________________
 AJ3641* NAD 83(2007)-  33 14 58.45655(N)    111 50 30.52298(W)     ADJUSTED  
 AJ3641* NAVD 88     -       370.86   (meters)    1216.7    (feet)  GPS OBS   
 AJ3641  ___________________________________________________________________
 AJ3641  EPOCH DATE  -        2007.00
 AJ3641  X           -  -1,986,585.854 (meters)                     COMP
 AJ3641  Y           -  -4,956,326.324 (meters)                     COMP
 AJ3641  Z           -   3,477,326.321 (meters)                     COMP
 AJ3641  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AJ3641  ELLIP HEIGHT-         340.920 (meters)          (02/10/07) ADJUSTED
 AJ3641  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AJ3641
 AJ3641  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3641  Type    PID    Designation                      North   East  Ellip
 AJ3641  -------------------------------------------------------------------
 AJ3641  NETWORK AJ3641 2DJ1                              0.88   0.82   1.27
 AJ3641  -------------------------------------------------------------------
 AJ3641
 AJ3641.The horizontal coordinates were established by GPS observations
 AJ3641.and adjusted by the National Geodetic Survey in February 2007.
 AJ3641
 AJ3641.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3641.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3641.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3641.The epoch date for horizontal control is a decimal equivalence
 AJ3641.of Year/Month/Day.
 AJ3641
 AJ3641.The orthometric height was determined by GPS observations and a
 AJ3641.high-resolution geoid model.
 AJ3641.The orthometric height was determined by GPS observations and a
 AJ3641.high-resolution geoid model using precise GPS observation and
 AJ3641.processing techniques.
 AJ3641
 AJ3641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3641
 AJ3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3641
 AJ3641.The ellipsoidal height was determined by GPS observations
 AJ3641.and is referenced to NAD 83.
 AJ3641
 AJ3641.The geoid height was determined by GEOID03.
 AJ3641
 AJ3641;                    North         East     Units Scale Factor Converg.
 AJ3641;SPC AZ C     -   249,430.393   220,334.957   MT  0.99990060   +0 02 27.8
 AJ3641;SPC AZ C     -   818,341.18    722,883.72   iFT  0.99990060   +0 02 27.8
 AJ3641;UTM  12      - 3,679,270.858   421,582.445   MT  0.99967582   -0 27 41.7
 AJ3641
 AJ3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3641!SPC AZ C     -   0.99994648  x   0.99990060  =   0.99984708
 AJ3641!UTM  12      -   0.99994648  x   0.99967582  =   0.99962232
 AJ3641
 AJ3641                          SUPERSEDED SURVEY CONTROL
 AJ3641
 AJ3641  NAD 83(1992)-  33 14 58.45575(N)    111 50 30.52204(W) AD(       ) B
 AJ3641  ELLIP H (04/12/01)  340.953  (m)                       GP(       ) 3 2
 AJ3641
 AJ3641.Superseded values are not recommended for survey control.
 AJ3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3641.See file dsdata.txt to determine how the superseded data were derived.
 AJ3641
 AJ3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2158279271(NAD 83)
 AJ3641_MARKER: I = METAL ROD
 AJ3641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3641_STAMPING: 2DJ1
 AJ3641_MARK LOGO: MCDOT 
 AJ3641_PROJECTION: FLUSH
 AJ3641_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3641+STABILITY: POSITION/ELEVATION WELL
 AJ3641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3641+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3641_ROD/PIPE-DEPTH:  9.4 meters
 AJ3641_SLEEVE-DEPTH  :  0.8 meters
 AJ3641
 AJ3641  HISTORY     - Date     Condition        Report By
 AJ3641  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3641  HISTORY     - 20020515 POOR             INDIV
 AJ3641
 AJ3641                          STATION DESCRIPTION
 AJ3641
 AJ3641'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3641'THE STATION IS LOCATED WITHIN THE CITY OF CHANDLER , TOWNSHIP 02
 AJ3641'SOUTH, RANGE 05 EAST, SECTION 16
 AJ3641'OWNERSHIP - STATE RIGHT OF WAY
 AJ3641'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND (EXIT 179) , DRIVE
 AJ3641'SOUTH ON ARIZONA AVENUE FOR 8.5 MI (13.7 KM) TO QUEEN CREEK ROAD,
 AJ3641'THENCE SOUTH 0.9 MI (1.7 KM) AND PARK AT THIS LOCATION, STATION WAS
 AJ3641'ORIGINALLY SET IN A FLAT GRAVEL AREA, SINCE THE CONSTRUCTION OF THE
 AJ3641'MONUMENT AND PRIOR TO THIS SUBMITTAL, THE AREA IS UNDERGOING
 AJ3641'CONSTRUCTION, IT IS BELIEVED THAT THE MONUMENT WILL BE PRESERVED IN
 AJ3641'THE DECKING OF AN AQUATIC POOL AREA, THE STATION IS EAST OF THE POOL
 AJ3641'AND NEAR OR UNDER A CANVAS TOPPED RAMADA. WEST OF SIDEWALK ON THE WEST
 AJ3641'SIDE OF ARIZONA AVENUE
 AJ3641'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3641'COMPRESSED ON A 31 FOOT (9.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3641'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3641'WITH A COUNTY LOGO ACCESS COVER STAMPED 2DL1 1999, SURROUNDED WITH A
 AJ3641'CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3641'STATION TIES
 AJ3641'92 FEET (28.0 M) SOUTH OF THE SOUTH EDGE OF HAMILTON HIGH SCHOOL
 AJ3641'PARKING LOT
 AJ3641'24 FEET (7.3 M) WEST OF THE WEST EDGE OF THE SIDEWALK ON THE WEST SIDE
 AJ3641'OF ARIZONA AVENUE
 AJ3641'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3641'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3641
 AJ3641                          STATION RECOVERY (2002)
 AJ3641
 AJ3641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TGH)
 AJ3641'LOCATION-
 AJ3641'AS DESCRIBED EXCEPT APPROX. 124 FEET WEST OF SIDEWALK. INSIDE HAMILTON
 AJ3641'HIGH SCHOOL AQUATIC CENTER. CONTACT SHERRI PASSEY 480-782-2753 FOR
 AJ3641'ACCESS.
 AJ3641'STATION-
 AJ3641'AS DESCRIBED EXCEPT THERE IS NO ALUMINUM CAP ON THE STAINLESS STEEL
 AJ3641'ROD, AND THE ROD APPEARS TO BE BENT NORTH.  ROD AND 1 INCH PVC SLEEVE
 AJ3641'ARE ENCLOSED IN A 5 INCH PVC PIPE COVERED BY A GREEN PLASTIC DECK
 AJ3641'DRAIN GRATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3640 ***********************************************************************
 AJ3640  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3640  DESIGNATION -  2DL1
 AJ3640  PID         -  AJ3640
 AJ3640  STATE/COUNTY-  AZ/MARICOPA
 AJ3640  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 AJ3640
 AJ3640                         *CURRENT SURVEY CONTROL
 AJ3640  ___________________________________________________________________
 AJ3640* NAD 83(2007)-  33 14 55.62975(N)    111 44 17.52808(W)     ADJUSTED  
 AJ3640* NAVD 88     -       397.19   (meters)    1303.1    (feet)  GPS OBS   
 AJ3640  ___________________________________________________________________
 AJ3640  EPOCH DATE  -        2007.00
 AJ3640  X           -  -1,977,645.811 (meters)                     COMP
 AJ3640  Y           -  -4,959,975.517 (meters)                     COMP
 AJ3640  Z           -   3,477,267.982 (meters)                     COMP
 AJ3640  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 AJ3640  ELLIP HEIGHT-         367.361 (meters)          (02/10/07) ADJUSTED
 AJ3640  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ3640
 AJ3640  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3640  Type    PID    Designation                      North   East  Ellip
 AJ3640  -------------------------------------------------------------------
 AJ3640  NETWORK AJ3640 2DL1                              0.71   0.63   1.12
 AJ3640  -------------------------------------------------------------------
 AJ3640
 AJ3640.The horizontal coordinates were established by GPS observations
 AJ3640.and adjusted by the National Geodetic Survey in February 2007.
 AJ3640
 AJ3640.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3640.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3640.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3640.The epoch date for horizontal control is a decimal equivalence
 AJ3640.of Year/Month/Day.
 AJ3640
 AJ3640.The orthometric height was determined by GPS observations and a
 AJ3640.high-resolution geoid model.
 AJ3640.The orthometric height was determined by GPS observations and a
 AJ3640.high-resolution geoid model using precise GPS observation and
 AJ3640.processing techniques.
 AJ3640
 AJ3640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3640
 AJ3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3640
 AJ3640.The ellipsoidal height was determined by GPS observations
 AJ3640.and is referenced to NAD 83.
 AJ3640
 AJ3640.The geoid height was determined by GEOID03.
 AJ3640
 AJ3640;                    North         East     Units Scale Factor Converg.
 AJ3640;SPC AZ C     -   249,355.015   229,989.457   MT  0.99990341   +0 05 52.3
 AJ3640;SPC AZ C     -   818,093.88    754,558.59   iFT  0.99990341   +0 05 52.3
 AJ3640;UTM  12      - 3,679,110.831   431,233.644   MT  0.99965830   -0 24 17.1
 AJ3640
 AJ3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3640!SPC AZ C     -   0.99994233  x   0.99990341  =   0.99984574
 AJ3640!UTM  12      -   0.99994233  x   0.99965830  =   0.99960065
 AJ3640
 AJ3640                          SUPERSEDED SURVEY CONTROL
 AJ3640
 AJ3640  NAD 83(1992)-  33 14 55.62894(N)    111 44 17.52705(W) AD(       ) B
 AJ3640  ELLIP H (04/12/01)  367.395  (m)                       GP(       ) 3 2
 AJ3640
 AJ3640.Superseded values are not recommended for survey control.
 AJ3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3640.See file dsdata.txt to determine how the superseded data were derived.
 AJ3640
 AJ3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3123479111(NAD 83)
 AJ3640_MARKER: I = METAL ROD
 AJ3640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3640_STAMPING: 2DL1 1999
 AJ3640_MARK LOGO: MCDOT 
 AJ3640_PROJECTION: FLUSH
 AJ3640_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3640+STABILITY: POSITION/ELEVATION WELL
 AJ3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3640+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3640_ROD/PIPE-DEPTH:  9.1 meters
 AJ3640_SLEEVE-DEPTH  :  0.8 meters
 AJ3640
 AJ3640  HISTORY     - Date     Condition        Report By
 AJ3640  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3640  HISTORY     - 20020415 MARK NOT FOUND   MCDOT
 AJ3640  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 AJ3640
 AJ3640                          STATION DESCRIPTION
 AJ3640
 AJ3640'DESCRIBED BY MARICOPA CO DOT 1999 (RAP)
 AJ3640'THE STATION IS LOCATED 6 MILES (9.7 KM) WEST OF THE TOWN OF QUEEN
 AJ3640'CREEK, TOWNSHIP 02 SOUTH, RANGE 06 EAST, SECTION 16
 AJ3640'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3640'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GREENFIELD ROAD
 AJ3640'(EXIT 185) , DRIVE SOUTH ON GREENFIELD ROAD FOR 9.5 MI (15.3 KM) TO
 AJ3640'OCOTILLO ROAD, THENCE TURN RIGHT (WEST) ON TO OCOTILLO RD AND PARK AT
 AJ3640'THIS LOCATION AND WALK NORTH 75 FT (22.9 M) AND WEST 59 FT (18.0 M) TO
 AJ3640'THE STATION AS DESCRIBED
 AJ3640'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3640'COMPRESSED ON A 24 FOOT (7.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3640'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3640'WITH A COUNTY LOGO ACCESS COVER STAMPED 2DL1 1999, SURROUNDED WITH A
 AJ3640'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3640'MARKER
 AJ3640'STATION TIES
 AJ3640'75 FT (22.9 M) NORTH OF THE CENTERLINE OF OCOTILLO ROAD
 AJ3640'59 FT (18.0 M) WEST OF THE CENTERLINE OF GREENFIELD ROAD
 AJ3640'33 FT (10.0 M) NORTH OF THE CENTERLINE OF A CONCRETE IRRIGATION DITCH
 AJ3640'RUNNING EAST-WEST
 AJ3640'4.7 FT (1.4 M) EAST OF THE CENTERLINE OF A CONCRETE IRRIGATION DITCH
 AJ3640'RUNNING NORTH-SOUTH
 AJ3640'4.4 FT (1.3 M) NORTHEAST OF CARSONITE WITNESS POST
 AJ3640'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3640'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3640
 AJ3640                          STATION RECOVERY (2002)
 AJ3640
 AJ3640'RECOVERY NOTE BY MARICOPA CO DOT 2002 (DHM)
 AJ3640'STATION WAS REPORTED AS LOST BY MARICOPA DEPT. OF TRANSPORTATION AFTER
 AJ3640'SEVERAL SEARCHES.
 AJ3640
 AJ3640                          STATION RECOVERY (2007)
 AJ3640
 AJ3640'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3640'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AJ3640'MARK.
 AJ3640'GREENFIELD ROAD IS BEING WIDENED, AND THERE THE NORTH-SOUTH CANAL HAS
 AJ3640'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3639 ***********************************************************************
 AJ3639  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3639  DESIGNATION -  2DN1
 AJ3639  PID         -  AJ3639
 AJ3639  STATE/COUNTY-  AZ/MARICOPA
 AJ3639  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 AJ3639
 AJ3639                         *CURRENT SURVEY CONTROL
 AJ3639  ___________________________________________________________________
 AJ3639* NAD 83(2007)-  33 14 54.66771(N)    111 38 11.99310(W)     ADJUSTED  
 AJ3639* NAVD 88     -       426.38   (meters)    1398.9    (feet)  GPS OBS   
 AJ3639  ___________________________________________________________________
 AJ3639  EPOCH DATE  -        2007.00
 AJ3639  X           -  -1,968,867.861 (meters)                     COMP
 AJ3639  Y           -  -4,963,510.352 (meters)                     COMP
 AJ3639  Z           -   3,477,259.280 (meters)                     COMP
 AJ3639  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3639  ELLIP HEIGHT-         396.700 (meters)          (02/10/07) ADJUSTED
 AJ3639  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AJ3639
 AJ3639  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3639  Type    PID    Designation                      North   East  Ellip
 AJ3639  -------------------------------------------------------------------
 AJ3639  NETWORK AJ3639 2DN1                              0.78   0.67   1.18
 AJ3639  -------------------------------------------------------------------
 AJ3639
 AJ3639.The horizontal coordinates were established by GPS observations
 AJ3639.and adjusted by the National Geodetic Survey in February 2007.
 AJ3639
 AJ3639.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3639.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3639.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3639.The epoch date for horizontal control is a decimal equivalence
 AJ3639.of Year/Month/Day.
 AJ3639
 AJ3639.The orthometric height was determined by GPS observations and a
 AJ3639.high-resolution geoid model.
 AJ3639.The orthometric height was determined by GPS observations and a
 AJ3639.high-resolution geoid model using precise GPS observation and
 AJ3639.processing techniques.
 AJ3639
 AJ3639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3639
 AJ3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3639
 AJ3639.The ellipsoidal height was determined by GPS observations
 AJ3639.and is referenced to NAD 83.
 AJ3639
 AJ3639.The geoid height was determined by GEOID03.
 AJ3639
 AJ3639;                    North         East     Units Scale Factor Converg.
 AJ3639;SPC AZ C     -   249,346.134   239,450.906   MT  0.99990839   +0 09 12.7
 AJ3639;SPC AZ C     -   818,064.74    785,600.09   iFT  0.99990839   +0 09 12.7
 AJ3639;UTM  12      - 3,679,018.979   440,692.237   MT  0.99964337   -0 20 56.7
 AJ3639
 AJ3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3639!SPC AZ C     -   0.99993772  x   0.99990839  =   0.99984612
 AJ3639!UTM  12      -   0.99993772  x   0.99964337  =   0.99958112
 AJ3639
 AJ3639                          SUPERSEDED SURVEY CONTROL
 AJ3639
 AJ3639  NAD 83(1992)-  33 14 54.66694(N)    111 38 11.99192(W) AD(       ) B
 AJ3639  ELLIP H (04/12/01)  396.736  (m)                       GP(       ) 3 2
 AJ3639
 AJ3639.Superseded values are not recommended for survey control.
 AJ3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3639.See file dsdata.txt to determine how the superseded data were derived.
 AJ3639
 AJ3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4069279019(NAD 83)
 AJ3639_MARKER: I = METAL ROD
 AJ3639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3639_STAMPING: 2DN1 999
 AJ3639_MARK LOGO: MCDOT 
 AJ3639_PROJECTION: FLUSH
 AJ3639_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3639+STABILITY: POSITION/ELEVATION WELL
 AJ3639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3639+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2007
 AJ3639_ROD/PIPE-DEPTH:  6.1 meters
 AJ3639_SLEEVE-DEPTH  :  0.8 meters
 AJ3639
 AJ3639  HISTORY     - Date     Condition        Report By
 AJ3639  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3639  HISTORY     - 20061117 GOOD             GEOCAC
 AJ3639  HISTORY     - 20070706 GOOD             MCDOT
 AJ3639
 AJ3639                          STATION DESCRIPTION
 AJ3639
 AJ3639'DESCRIBED BY MARICOPA CO DOT 1999 (RAP)
 AJ3639'THE STATION IS LOCATED WITHIN THE TOWN OF QUEEN CREEK, TOWNSHIP 02
 AJ3639'SOUTH, RANGE 07 EAST, SECTION 21
 AJ3639'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3639'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3639'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 9.5 MI (15.3 KM) TO
 AJ3639'OCOTILLO ROAD, THENCE TURN RIGHT (WEST) ON TO OCOTILLO RD AND DRIVE
 AJ3639'600 FT (182.9 M) AND PARK AT THIS LOCATION AND WALK SOUTH 56 FT (17.1
 AJ3639'M) TO THE STATION AS DESCRIBED
 AJ3639'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3639'COMPRESSED ON A 16 FOOT (52.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3639'ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3639'WITH A COUNTY LOGO ACCESS COVER STAMPED 2DN1 1999, SURROUNDED WITH A
 AJ3639'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3639'MARKER
 AJ3639'STATION TIES
 AJ3639'56 FT (17.1 M) SOUTH OF THE CENTERLINE OF OCOTILLO ROAD
 AJ3639'25 FT (7.6 M) WEST OF AND 20 FT (6.1 M) NORTH OF THE NORTHWEST CORNER
 AJ3639'OF THE PARKING LOT FOR RAIN I AUTO SALES 20775 EAST OCOTILLO ROAD
 AJ3639'4 FT (1.2 M) WEST AND 2FT NORTH OF A 1/2 INCH REBAR WITH CAP 8899
 AJ3639'4.7 FT (1.4 M) EAST OF THE CENTERLINE OF A CONCRETE IRRIGATION DITCH
 AJ3639'RUNNING NORTH-SOUTH
 AJ3639'3.7 FT (1.1 M) SOUTH OF CARSONITE WITNESS POST
 AJ3639'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3639'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3639
 AJ3639                          STATION RECOVERY (2006)
 AJ3639
 AJ3639'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AJ3639'RECOVERED IN GOOD CONDITION.
 AJ3639
 AJ3639                          STATION RECOVERY (2007)
 AJ3639
 AJ3639'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3639'CONSTRUCTION OCCURRED ALL AROUND THE MONUMENT. IT APPEARS TO BE
 AJ3639'UNDISTURBED BUT CAUTION SHOULD BE USED. I AM RELAYING THIS INFORMATION
 AJ3639'FOR KEN FELBELKORN FROM THE TOWN OF QUEEN CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3805 ***********************************************************************
 AJ3805  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3805  DESIGNATION -  2EB3
 AJ3805  PID         -  AJ3805
 AJ3805  STATE/COUNTY-  AZ/MARICOPA
 AJ3805  USGS QUAD   -  MONTEZUMA PEAK (1967)
 AJ3805
 AJ3805                         *CURRENT SURVEY CONTROL
 AJ3805  ___________________________________________________________________
 AJ3805* NAD 83(2007)-  33 11 47.18648(N)    112 14 24.57275(W)     ADJUSTED  
 AJ3805* NAVD 88     -       471.74   (meters)    1547.7    (feet)  GPS OBS   
 AJ3805  ___________________________________________________________________
 AJ3805  EPOCH DATE  -        2007.00
 AJ3805  X           -  -2,022,250.187 (meters)                     COMP
 AJ3805  Y           -  -4,945,461.452 (meters)                     COMP
 AJ3805  Z           -   3,472,451.706 (meters)                     COMP
 AJ3805  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 AJ3805  ELLIP HEIGHT-         441.549 (meters)          (02/10/07) ADJUSTED
 AJ3805  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AJ3805
 AJ3805  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3805  Type    PID    Designation                      North   East  Ellip
 AJ3805  -------------------------------------------------------------------
 AJ3805  NETWORK AJ3805 2EB3                              0.45   0.41   0.78
 AJ3805  -------------------------------------------------------------------
 AJ3805
 AJ3805.The horizontal coordinates were established by GPS observations
 AJ3805.and adjusted by the National Geodetic Survey in February 2007.
 AJ3805
 AJ3805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3805.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3805.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3805.The epoch date for horizontal control is a decimal equivalence
 AJ3805.of Year/Month/Day.
 AJ3805
 AJ3805.The orthometric height was determined by GPS observations and a
 AJ3805.high-resolution geoid model.
 AJ3805.The orthometric height was determined by GPS observations and a
 AJ3805.high-resolution geoid model using precise GPS observation and
 AJ3805.processing techniques.
 AJ3805
 AJ3805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3805
 AJ3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3805
 AJ3805.The ellipsoidal height was determined by GPS observations
 AJ3805.and is referenced to NAD 83.
 AJ3805
 AJ3805.The geoid height was determined by GEOID03.
 AJ3805
 AJ3805;                    North         East     Units Scale Factor Converg.
 AJ3805;SPC AZ C     -   243,582.474   183,198.715   MT  0.99991121   -0 10 37.6
 AJ3805;SPC AZ C     -   799,155.10    601,045.65   iFT  0.99991121   -0 10 37.6
 AJ3805;UTM  12      - 3,673,749.743   384,403.268   MT  0.99976475   -0 40 44.7
 AJ3805
 AJ3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3805!SPC AZ C     -   0.99993068  x   0.99991121  =   0.99984190
 AJ3805!UTM  12      -   0.99993068  x   0.99976475  =   0.99969545
 AJ3805
 AJ3805                          SUPERSEDED SURVEY CONTROL
 AJ3805
 AJ3805  NAD 83(1992)-  33 11 47.18571(N)    112 14 24.57218(W) AD(       ) B
 AJ3805  ELLIP H (04/12/01)  441.572  (m)                       GP(       ) 3 2
 AJ3805
 AJ3805.Superseded values are not recommended for survey control.
 AJ3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3805.See file dsdata.txt to determine how the superseded data were derived.
 AJ3805
 AJ3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8440373750(NAD 83)
 AJ3805_MARKER: I = METAL ROD
 AJ3805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3805_STAMPING: 2EB3 12/99
 AJ3805_MARK LOGO: MCDOT 
 AJ3805_PROJECTION: FLUSH
 AJ3805_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3805+STABILITY: POSITION/ELEVATION WELL
 AJ3805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3805+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3805_ROD/PIPE-DEPTH:  3.7 meters
 AJ3805_SLEEVE-DEPTH  :  0.8 meters
 AJ3805
 AJ3805  HISTORY     - Date     Condition        Report By
 AJ3805  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3805
 AJ3805                          STATION DESCRIPTION
 AJ3805
 AJ3805'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3805'THE STATION IS LOCATED APPROXIMATELY 19 MI (30.6 KM) SOUTHWEST OF THE
 AJ3805'CITY OF PHOENIX, 23 MI (37.0 KM) EAST SOUTHEAST OF THE TOWN OF
 AJ3805'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SECTION 3
 AJ3805'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3805'THE REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND
 AJ3805'STATE ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE
 AJ3805'ROUTE 238 FOR 31 MI (49.9 KM) TO MILE POST 31, THENCE CONTINUE EAST ON
 AJ3805'STATE ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT
 AJ3805'(NORTH) ONTO 91ST AVENUE AND DRIVE, CURVING FROM NORTH TO WEST, FOR
 AJ3805'1.9 MI, (3.1 KM) TO 99TH AVENUE AND THE BUTTERFIELD STATION LANDFILL
 AJ3805'ON THE NORTHWEST CORNER, THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE
 AJ3805'(TURNS INTO A DIRT ROAD AT THE NORTH END OF THE LANDFILL) AND DRIVE
 AJ3805'FOR 1.9 MI (3.1 KM) TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE
 AJ3805'NORTH ON 99TH AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0
 AJ3805'KM) TO A GRAVEL ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE
 AJ3805'TURN LEFT (WEST) ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE,
 AJ3805'CURVING FROM WEST TO NORTH, FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 AJ3805'WITH A DIRT ROAD, THENCE TURN RIGHT ONTO THE DIRT ROAD, WHICH
 AJ3805'PARALLELS THE NORTH BOUNDARY FENCE OF THE SMALL AIRPORT, AND DRIVE FOR
 AJ3805'1.5 MI (2.4 KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (NORTH) AND
 AJ3805'DRIVE FOR 1.5 MI (2.4 KM) TO A POWER LINE ROAD, THENCE BEAR LEFT
 AJ3805'(NORTHWEST) ONTO THE POWER LINE ROAD (330803N-1121516W) AND DRIVE
 AJ3805'NORTHWESTERLY ALONG THE POWER LINE FOR 2.2 MI (3.5 KM) TO A DIRT ROAD
 AJ3805'RIGHT, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE FOR 0.2
 AJ3805'MI (0.3 KM) UNDER THE POWER LINES AND THROUGH A GATE IN A FENCE LINE
 AJ3805'TO A DIRT TRAIL LEFT, THENCE TURN LEFT (NORTHEAST) ONTO THE TRAIL
 AJ3805'(330953N-1121542W) AND DRIVE NORTHEASTERLY ON THE TRAIL, WHICH
 AJ3805'REQUIRES 4-WHEEL DRIVE AS IT BECOMES A SANDY DRAIN, FOR 2.7 MI (4.3
 AJ3805'KM) TO THE STATION ON THE LEFT (NORTHWEST) SIDE OF THE ROAD
 AJ3805'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3805'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3805'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3805'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3805'STAMPED 2EB3 12/99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3805'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3805'STATION TIES
 AJ3805'THE STATION IS 20 FT (6.1 M) NORTHWEST OF THE CENTERLINE OF THE DIRT
 AJ3805'TRAIL
 AJ3805'3.3 FT (1.0 M) SOUTHEAST OF THE CARSONITE MARKER
 AJ3805'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3805'WWWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3658 ***********************************************************************
 AJ3658  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3658  DESIGNATION -  2EI1
 AJ3658  PID         -  AJ3658
 AJ3658  STATE/COUNTY-  AZ/MARICOPA
 AJ3658  USGS QUAD   -  GILA BUTTE NW (1981)
 AJ3658
 AJ3658                         *CURRENT SURVEY CONTROL
 AJ3658  ___________________________________________________________________
 AJ3658* NAD 83(2007)-  33 12 13.43934(N)    111 53 34.40951(W)     ADJUSTED  
 AJ3658* NAVD 88     -       360.24   (meters)    1181.9    (feet)  GPS OBS   
 AJ3658  ___________________________________________________________________
 AJ3658  EPOCH DATE  -        2007.00
 AJ3658  X           -  -1,992,039.103 (meters)                     COMP
 AJ3658  Y           -  -4,957,129.960 (meters)                     COMP
 AJ3658  Z           -   3,473,067.574 (meters)                     COMP
 AJ3658  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AJ3658  ELLIP HEIGHT-         330.254 (meters)          (02/10/07) ADJUSTED
 AJ3658  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AJ3658
 AJ3658  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3658  Type    PID    Designation                      North   East  Ellip
 AJ3658  -------------------------------------------------------------------
 AJ3658  NETWORK AJ3658 2EI1                              0.63   0.57   0.98
 AJ3658  -------------------------------------------------------------------
 AJ3658
 AJ3658.The horizontal coordinates were established by GPS observations
 AJ3658.and adjusted by the National Geodetic Survey in February 2007.
 AJ3658
 AJ3658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3658.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3658.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3658.The epoch date for horizontal control is a decimal equivalence
 AJ3658.of Year/Month/Day.
 AJ3658
 AJ3658.The orthometric height was determined by GPS observations and a
 AJ3658.high-resolution geoid model.
 AJ3658.The orthometric height was determined by GPS observations and a
 AJ3658.high-resolution geoid model using precise GPS observation and
 AJ3658.processing techniques.
 AJ3658
 AJ3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3658
 AJ3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3658
 AJ3658.The ellipsoidal height was determined by GPS observations
 AJ3658.and is referenced to NAD 83.
 AJ3658
 AJ3658.The geoid height was determined by GEOID03.
 AJ3658
 AJ3658;                    North         East     Units Scale Factor Converg.
 AJ3658;SPC AZ C     -   244,344.819   215,576.521   MT  0.99990006   +0 00 46.9
 AJ3658;SPC AZ C     -   801,656.23    707,272.05   iFT  0.99990006   +0 00 46.9
 AJ3658;UTM  12      - 3,674,228.305   416,780.662   MT  0.99968539   -0 29 20.4
 AJ3658
 AJ3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3658!SPC AZ C     -   0.99994815  x   0.99990006  =   0.99984822
 AJ3658!UTM  12      -   0.99994815  x   0.99968539  =   0.99963356
 AJ3658
 AJ3658                          SUPERSEDED SURVEY CONTROL
 AJ3658
 AJ3658  NAD 83(1992)-  33 12 13.43855(N)    111 53 34.40861(W) AD(       ) B
 AJ3658  ELLIP H (04/12/01)  330.286  (m)                       GP(       ) 3 2
 AJ3658
 AJ3658.Superseded values are not recommended for survey control.
 AJ3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3658.See file dsdata.txt to determine how the superseded data were derived.
 AJ3658
 AJ3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1678174228(NAD 83)
 AJ3658_MARKER: I = METAL ROD
 AJ3658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3658_STAMPING: 2EI1 1999
 AJ3658_MARK LOGO: MCDOT 
 AJ3658_PROJECTION: FLUSH
 AJ3658_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3658+STABILITY: POSITION/ELEVATION WELL
 AJ3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3658+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2007
 AJ3658_ROD/PIPE-DEPTH: 14.0 meters
 AJ3658_SLEEVE-DEPTH  :  0.8 meters
 AJ3658
 AJ3658  HISTORY     - Date     Condition        Report By
 AJ3658  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3658  HISTORY     - 20071224 GOOD             GEOCAC
 AJ3658
 AJ3658                          STATION DESCRIPTION
 AJ3658
 AJ3658'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3658'THE STATION IS LOCATED WITHIN THE COMMUNITY OF SUN LAKES, TWO MILES
 AJ3658'SOUTH OF THE CITY OF CHANDLER, TOWNSHIP 02 SOUTH, RANGE 05 EAST,
 AJ3658'SECTION 31
 AJ3658'OWNERSHIP - PRIVATE
 AJ3658'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND RIGGS ROAD (EXIT
 AJ3658'167) , DRIVE EAST ON RIGGS ROAD FOR 1.6 MI (2.6 KM) TO PRICE ROAD,
 AJ3658'THENCE TURN RIGHT (SOUTH) ON PRICE RD (DIRT RD) AND DRIVE 1.0 MI (1.6
 AJ3658'KM) TO HUNT HIGHWAY AND THE STATION ON THE NORTHEAST CORNER AS
 AJ3658'DESCRIBED
 AJ3658'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3658'COMPRESSED ON A 46 FOOT (14.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3658'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3658'WITH A MARICOPA COUNTY D.O.T.  LOGO ACCESS COVER STAMPED 2EI1 1999,
 AJ3658'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3658'A WHITE CARSONITE MARKER 4 FT (1.2 M) SOUTH OF THE STATION
 AJ3658'STATION TIES
 AJ3658'92 FT (28.0 M) NORTH OF A BARBED WIRE FENCE CONSTRUCTED ALONG NORTH
 AJ3658'NORTH SIDE HUNT HIGHWAY
 AJ3658'43 FT (13.1 M) EAST OF THE BARBED WIRE FENCE ON THE EAST SIDE OF PRICE
 AJ3658'RD
 AJ3658'4.0 FT (1.2 M) NORTH OF THE CARSONITE MARKER
 AJ3658'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3658'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3658
 AJ3658                          STATION RECOVERY (2007)
 AJ3658
 AJ3658'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3657 ***********************************************************************
 AJ3657  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3657  DESIGNATION -  2EK1
 AJ3657  PID         -  AJ3657
 AJ3657  STATE/COUNTY-  AZ/MARICOPA
 AJ3657  USGS QUAD   -  GILA BUTTE (1981)
 AJ3657
 AJ3657                         *CURRENT SURVEY CONTROL
 AJ3657  ___________________________________________________________________
 AJ3657* NAD 83(2007)-  33 12 17.30866(N)    111 47 21.73966(W)     ADJUSTED  
 AJ3657* NAVD 88     -       382.08   (meters)    1253.5    (feet)  GPS OBS   
 AJ3657  ___________________________________________________________________
 AJ3657  EPOCH DATE  -        2007.00
 AJ3657  X           -  -1,983,062.128 (meters)                     COMP
 AJ3657  Y           -  -4,960,677.435 (meters)                     COMP
 AJ3657  Z           -   3,473,179.347 (meters)                     COMP
 AJ3657  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ3657  ELLIP HEIGHT-         352.214 (meters)          (02/10/07) ADJUSTED
 AJ3657  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 AJ3657
 AJ3657  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3657  Type    PID    Designation                      North   East  Ellip
 AJ3657  -------------------------------------------------------------------
 AJ3657  NETWORK AJ3657 2EK1                              0.57   0.51   0.92
 AJ3657  -------------------------------------------------------------------
 AJ3657
 AJ3657.The horizontal coordinates were established by GPS observations
 AJ3657.and adjusted by the National Geodetic Survey in February 2007.
 AJ3657
 AJ3657.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3657.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3657.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3657.The epoch date for horizontal control is a decimal equivalence
 AJ3657.of Year/Month/Day.
 AJ3657
 AJ3657.The orthometric height was determined by GPS observations and a
 AJ3657.high-resolution geoid model.
 AJ3657.The orthometric height was determined by GPS observations and a
 AJ3657.high-resolution geoid model using precise GPS observation and
 AJ3657.processing techniques.
 AJ3657
 AJ3657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3657
 AJ3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3657
 AJ3657.The ellipsoidal height was determined by GPS observations
 AJ3657.and is referenced to NAD 83.
 AJ3657
 AJ3657.The geoid height was determined by GEOID03.
 AJ3657
 AJ3657;                    North         East     Units Scale Factor Converg.
 AJ3657;SPC AZ C     -   244,470.980   225,227.340   MT  0.99990174   +0 04 11.0
 AJ3657;SPC AZ C     -   802,070.14    738,934.84   iFT  0.99990174   +0 04 11.0
 AJ3657;UTM  12      - 3,674,269.894   426,430.046   MT  0.99966673   -0 25 56.3
 AJ3657
 AJ3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3657!SPC AZ C     -   0.99994471  x   0.99990174  =   0.99984645
 AJ3657!UTM  12      -   0.99994471  x   0.99966673  =   0.99961145
 AJ3657
 AJ3657                          SUPERSEDED SURVEY CONTROL
 AJ3657
 AJ3657  NAD 83(1992)-  33 12 17.30783(N)    111 47 21.73870(W) AD(       ) B
 AJ3657  ELLIP H (04/12/01)  352.247  (m)                       GP(       ) 3 2
 AJ3657
 AJ3657.Superseded values are not recommended for survey control.
 AJ3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3657.See file dsdata.txt to determine how the superseded data were derived.
 AJ3657
 AJ3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2643074270(NAD 83)
 AJ3657_MARKER: I = METAL ROD
 AJ3657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3657_STAMPING: 2EK1 1999
 AJ3657_MARK LOGO: MCDOT 
 AJ3657_PROJECTION: FLUSH
 AJ3657_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3657+STABILITY: POSITION/ELEVATION WELL
 AJ3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3657+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3657_ROD/PIPE-DEPTH:  7.5 meters
 AJ3657_SLEEVE-DEPTH  :  0.8 meters
 AJ3657
 AJ3657  HISTORY     - Date     Condition        Report By
 AJ3657  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3657  HISTORY     - 20020117 MARK NOT FOUND   NGS
 AJ3657  HISTORY     - 20070814 MARK NOT FOUND   GEOCAC
 AJ3657
 AJ3657                          STATION DESCRIPTION
 AJ3657
 AJ3657'DESCRIBED BY MARICOPA CO DOT 1999 (RJB)
 AJ3657'THE STATION IS LOCATED WITHIN THE SUN LAKES COMMUNITY OF MARICOPA
 AJ3657'COUNTY, TOWNSHIP 02 SOUTH, RANGE 05 EAST, SECTION 36
 AJ3657'OWNERSHIP - PRIVATE
 AJ3657'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND GILBERT ROAD (EXIT
 AJ3657'182) , DRIVE SOUTH ON GILBERT ROAD FOR 12.5 MI (20.1 KM) TO HUNT
 AJ3657'HIGHWAY TO THE STATION ON THE NORTHWEST CORNER, THE STATION AS
 AJ3657'DESCRIBED
 AJ3657'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3657'COMPRESSED ON A 24.5 FOOT (7.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3657'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3657'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2EK1 1999, SURROUNDED
 AJ3657'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3657'CARSONITE MARKER
 AJ3657'STATION TIES
 AJ3657'50 FT (15.2 M) WEST OF THE CENTERLINE GILBERT ROAD
 AJ3657'42 FT (12.8 M) NORTH OF THE CENTERLINE OF HUNT HIGHWAY
 AJ3657'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3657'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3657
 AJ3657                          STATION RECOVERY (2002)
 AJ3657
 AJ3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DHM)
 AJ3657'STATION WAS REPORTED AS DESTROYED/LOST TO THE NGS GEODETIC ADVISOR BY
 AJ3657'THE MARICOPA DEPT. OF TRANSPORTATION.  STATION MARK WAS NOT RECOVERED.
 AJ3657' 
 AJ3657
 AJ3657                          STATION RECOVERY (2007)
 AJ3657
 AJ3657'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3657'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AJ3657'MARK. THE DESCRIBED LOCATION HAS BEEN LANDSCAPED AS PART OF A NEARBY
 AJ3657'HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3656 ***********************************************************************
 AJ3656  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3656  DESIGNATION -  2EM1
 AJ3656  PID         -  AJ3656
 AJ3656  STATE/COUNTY-  AZ/MARICOPA
 AJ3656  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 AJ3656
 AJ3656                         *CURRENT SURVEY CONTROL
 AJ3656  ___________________________________________________________________
 AJ3656* NAD 83(2007)-  33 12 18.52703(N)    111 41 08.89717(W)     ADJUSTED  
 AJ3656* NAVD 88     -       440.81   (meters)    1446.2    (feet)  GPS OBS   
 AJ3656  ___________________________________________________________________
 AJ3656  EPOCH DATE  -        2007.00
 AJ3656  X           -  -1,974,102.640 (meters)                     COMP
 AJ3656  Y           -  -4,964,280.614 (meters)                     COMP
 AJ3656  Z           -   3,473,243.030 (meters)                     COMP
 AJ3656  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AJ3656  ELLIP HEIGHT-         411.148 (meters)          (02/10/07) ADJUSTED
 AJ3656  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 AJ3656
 AJ3656  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3656  Type    PID    Designation                      North   East  Ellip
 AJ3656  -------------------------------------------------------------------
 AJ3656  NETWORK AJ3656 2EM1                              0.74   0.67   1.23
 AJ3656  -------------------------------------------------------------------
 AJ3656
 AJ3656.The horizontal coordinates were established by GPS observations
 AJ3656.and adjusted by the National Geodetic Survey in February 2007.
 AJ3656
 AJ3656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3656.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3656.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3656.The epoch date for horizontal control is a decimal equivalence
 AJ3656.of Year/Month/Day.
 AJ3656
 AJ3656.The orthometric height was determined by GPS observations and a
 AJ3656.high-resolution geoid model.
 AJ3656.The orthometric height was determined by GPS observations and a
 AJ3656.high-resolution geoid model using precise GPS observation and
 AJ3656.processing techniques.
 AJ3656
 AJ3656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3656
 AJ3656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3656
 AJ3656.The ellipsoidal height was determined by GPS observations
 AJ3656.and is referenced to NAD 83.
 AJ3656
 AJ3656.The geoid height was determined by GEOID03.
 AJ3656
 AJ3656;                    North         East     Units Scale Factor Converg.
 AJ3656;SPC AZ C     -   244,525.038   234,882.590   MT  0.99990571   +0 07 35.1
 AJ3656;SPC AZ C     -   802,247.50    770,612.17   iFT  0.99990571   +0 07 35.1
 AJ3656;UTM  12      - 3,674,239.361   436,083.032   MT  0.99965037   -0 22 32.1
 AJ3656
 AJ3656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3656!SPC AZ C     -   0.99993545  x   0.99990571  =   0.99984117
 AJ3656!UTM  12      -   0.99993545  x   0.99965037  =   0.99958585
 AJ3656
 AJ3656                          SUPERSEDED SURVEY CONTROL
 AJ3656
 AJ3656  NAD 83(1992)-  33 12 18.52624(N)    111 41 08.89604(W) AD(       ) B
 AJ3656  ELLIP H (04/12/01)  411.178  (m)                       GP(       ) 3 2
 AJ3656
 AJ3656.Superseded values are not recommended for survey control.
 AJ3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3656.See file dsdata.txt to determine how the superseded data were derived.
 AJ3656
 AJ3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3608374239(NAD 83)
 AJ3656_MARKER: I = METAL ROD
 AJ3656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3656_STAMPING: 2EM1 1999
 AJ3656_PROJECTION: FLUSH
 AJ3656_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3656+STABILITY: POSITION/ELEVATION WELL
 AJ3656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3656+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3656_ROD/PIPE-DEPTH:  3.0 meters
 AJ3656_SLEEVE-DEPTH  :  0.8 meters
 AJ3656
 AJ3656  HISTORY     - Date     Condition        Report By
 AJ3656  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3656  HISTORY     - 20061117 GOOD             GEOCAC
 AJ3656
 AJ3656                          STATION DESCRIPTION
 AJ3656
 AJ3656'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3656'THE STATION IS LOCATED ABOUT ONE MILE SOUTH OF RIGGS ROAD IN THE TOWN
 AJ3656'OF QUEEN CREEK, TOWNSHIP 02 SOUTH, RANGE 07 EAST, SECTION 31
 AJ3656'OWNERSHIP - MCDOT R/W
 AJ3656'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND POWER ROAD (EXIT
 AJ3656'180) , DRIVE SOUTH ON POWER ROAD FOR 12.5 MI (20.1 KM) ROAD, AND PARK,
 AJ3656'THE STATION IS SET IN A SAND, GRAVEL AND CLAY AREA 33 FEET (10.1 M)
 AJ3656'EAST OF THE CENTERLINE OF POWER ROAD AND 200 FT (61.0 M) NORTH OF HUNT
 AJ3656'HIGHWAY ,TO THE STATION AS DESCRIBED
 AJ3656'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3656'COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ3656'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3656'WITH A SURVEY MONUMENT ACCESS COVER STAMPED 2EM1 1999, SURROUNDED WITH
 AJ3656'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3656'CARSONITE MARKER
 AJ3656'STATION TIES
 AJ3656'200 FT (61.0 M) NORTH ALONG A LINE 33 FT (10.1 M) EAST OF THE
 AJ3656'CENTERLINE OF POWER ROAD FROM THE CENTERLINE OF HUNT HIGHWAY
 AJ3656'33 FT (10.1 M) EAST OF THE CENTERLINE OF POWER ROAD AT A PLACE 200 FT
 AJ3656'(61.0 M) NORTH OF THE CENTERLINE OF HUNT HIGHWAY
 AJ3656'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3656'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3656
 AJ3656                          STATION RECOVERY (2006)
 AJ3656
 AJ3656'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AJ3656'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3656'THE DESCRIPTION   THE WITNESS POST WAS NOT FOUND, THE CAP WAS MISSING,
 AJ3656'AND THE MARK IS NOW 2.8 FEET WEST OF A BLOCK WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3655 ***********************************************************************
 AJ3655  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3655  DESIGNATION -  2EO2
 AJ3655  PID         -  AJ3655
 AJ3655  STATE/COUNTY-  AZ/MARICOPA
 AJ3655  USGS QUAD   -  SACATON NE (1978)
 AJ3655
 AJ3655                         *CURRENT SURVEY CONTROL
 AJ3655  ___________________________________________________________________
 AJ3655* NAD 83(2007)-  33 12 45.05603(N)    111 34 56.76883(W)     ADJUSTED  
 AJ3655* NAVD 88     -       446.06   (meters)    1463.4    (feet)  GPS OBS   
 AJ3655  ___________________________________________________________________
 AJ3655  EPOCH DATE  -        2007.00
 AJ3655  X           -  -1,964,980.203 (meters)                     COMP
 AJ3655  Y           -  -4,967,421.943 (meters)                     COMP
 AJ3655  Z           -   3,473,929.813 (meters)                     COMP
 AJ3655  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AJ3655  ELLIP HEIGHT-         416.479 (meters)          (02/10/07) ADJUSTED
 AJ3655  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AJ3655
 AJ3655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3655  Type    PID    Designation                      North   East  Ellip
 AJ3655  -------------------------------------------------------------------
 AJ3655  NETWORK AJ3655 2EO2                              0.76   0.71   1.22
 AJ3655  -------------------------------------------------------------------
 AJ3655
 AJ3655.The horizontal coordinates were established by GPS observations
 AJ3655.and adjusted by the National Geodetic Survey in February 2007.
 AJ3655
 AJ3655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3655.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3655.The epoch date for horizontal control is a decimal equivalence
 AJ3655.of Year/Month/Day.
 AJ3655
 AJ3655.The orthometric height was determined by GPS observations and a
 AJ3655.high-resolution geoid model.
 AJ3655.The orthometric height was determined by GPS observations and a
 AJ3655.high-resolution geoid model using precise GPS observation and
 AJ3655.processing techniques.
 AJ3655
 AJ3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3655
 AJ3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3655
 AJ3655.The ellipsoidal height was determined by GPS observations
 AJ3655.and is referenced to NAD 83.
 AJ3655
 AJ3655.The geoid height was determined by GEOID03.
 AJ3655
 AJ3655;                    North         East     Units Scale Factor Converg.
 AJ3655;SPC AZ C     -   245,368.288   244,516.809   MT  0.99991196   +0 10 59.1
 AJ3655;SPC AZ C     -   805,014.07    802,220.50   iFT  0.99991196   +0 10 59.1
 AJ3655;UTM  12      - 3,674,997.957   445,721.710   MT  0.99963632   -0 19 08.5
 AJ3655
 AJ3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3655!SPC AZ C     -   0.99993462  x   0.99991196  =   0.99984658
 AJ3655!UTM  12      -   0.99993462  x   0.99963632  =   0.99957096
 AJ3655
 AJ3655                          SUPERSEDED SURVEY CONTROL
 AJ3655
 AJ3655  NAD 83(1992)-  33 12 45.05531(N)    111 34 56.76754(W) AD(       ) B
 AJ3655  ELLIP H (04/12/01)  416.519  (m)                       GP(       ) 3 2
 AJ3655
 AJ3655.Superseded values are not recommended for survey control.
 AJ3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3655.See file dsdata.txt to determine how the superseded data were derived.
 AJ3655
 AJ3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4572274998(NAD 83)
 AJ3655_MARKER: I = METAL ROD
 AJ3655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3655_STAMPING: 2EO2 1999
 AJ3655_MARK LOGO: MCDOT 
 AJ3655_PROJECTION: FLUSH
 AJ3655_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3655+STABILITY: POSITION/ELEVATION WELL
 AJ3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3655+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2007
 AJ3655_ROD/PIPE-DEPTH: 13.8 meters
 AJ3655_SLEEVE-DEPTH  :  0.8 meters
 AJ3655
 AJ3655  HISTORY     - Date     Condition        Report By
 AJ3655  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3655  HISTORY     - 20050505 GOOD             EVANS
 AJ3655  HISTORY     - 20070705 GOOD             GEOCAC
 AJ3655
 AJ3655                          STATION DESCRIPTION
 AJ3655
 AJ3655'DESCRIBED BY MARICOPA CO DOT 1999 (GF)
 AJ3655'THE STATION IS LOCATED 0.5 MI (0.8 KM) SOUTH COMBS ROAD IN THE TOWN OF
 AJ3655'QUEEN CREEK, PINAL COUNTY, TOWNSHIP 02 SOUTH, RANGE 08 EAST, SECTION
 AJ3655'31
 AJ3655'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3655'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND ELLSWORTH ROAD
 AJ3655'(EXIT 191) , DRIVE SOUTH ON ELLSWORTH ROAD FOR 12.5 MI (20.1 KM) TO
 AJ3655'EMPIRE BLVD, THENCE TURN LEFT (EAST) ON TO EMPIRE BLVD AND DRIVE 3.0
 AJ3655'MI (4.8 KM) TO MERIDIAN ROAD (EMPIRE ROAD TURNS TO DIRT BEFORE
 AJ3655'REACHING MERIDIAN ROAD), THENCE TURN LEFT (NORTH) ON TO MERIDIAN ROAD
 AJ3655'(THERE ARE TWO DIRT ROADS STRADDLING A IRRIGATION DITCH HEADING NORTH,
 AJ3655'TAKE THE EASTERN MOST DIRT ROAD) AND DRIVE NORTH FOR 0.5 MI (0.1 KM)
 AJ3655'TO THE STATION ON THE RIGHT (EAST) AS DESCRIBED
 AJ3655'STATION AS DESCRIBED
 AJ3655'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3655'COMPRESSED ON A 45.4 FOOT (13.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3655'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3655'PIPE WITH A COUNTY LOGO ACCESS COVER UNSTAMPED, SURROUNDED WITH A
 AJ3655'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3655'MARKER
 AJ3655'STATION TIES
 AJ3655'74 FT (22.5 M) EASTERLY OF THE WESTERLY NORTH-SOUTH DIRT ROADS ON
 AJ3655'MERIDIAN
 AJ3655'48 FT (16.4 M) SOUTHEAST OF A POWER POLE
 AJ3655'12.5 FT (3.8 M) WESTERLY OF A CONCRETE HEADWALL WITH A CHAIN LINK
 AJ3655'FENCE ON TOP
 AJ3655'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3655'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3655
 AJ3655                          STATION RECOVERY (2005)
 AJ3655
 AJ3655'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 AJ3655'RECOVERED AS DESCRIBED
 AJ3655
 AJ3655                          STATION RECOVERY (2007)
 AJ3655
 AJ3655'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3806 ***********************************************************************
 AJ3806  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3806  DESIGNATION -  2FB3
 AJ3806  PID         -  AJ3806
 AJ3806  STATE/COUNTY-  AZ/MARICOPA
 AJ3806  USGS QUAD   -  MOBILE NE (1973)
 AJ3806
 AJ3806                         *CURRENT SURVEY CONTROL
 AJ3806  ___________________________________________________________________
 AJ3806* NAD 83(2007)-  33 09 51.43555(N)    112 15 21.81315(W)     ADJUSTED  
 AJ3806* NAVD 88     -       429.20   (meters)    1408.1    (feet)  GPS OBS   
 AJ3806  ___________________________________________________________________
 AJ3806  EPOCH DATE  -        2007.00
 AJ3806  X           -  -2,024,348.198 (meters)                     COMP
 AJ3806  Y           -  -4,946,673.325 (meters)                     COMP
 AJ3806  Z           -   3,469,443.560 (meters)                     COMP
 AJ3806  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 AJ3806  ELLIP HEIGHT-         398.859 (meters)          (02/10/07) ADJUSTED
 AJ3806  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AJ3806
 AJ3806  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3806  Type    PID    Designation                      North   East  Ellip
 AJ3806  -------------------------------------------------------------------
 AJ3806  NETWORK AJ3806 2FB3                              0.57   0.53   0.88
 AJ3806  -------------------------------------------------------------------
 AJ3806
 AJ3806.The horizontal coordinates were established by GPS observations
 AJ3806.and adjusted by the National Geodetic Survey in February 2007.
 AJ3806
 AJ3806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3806.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3806.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3806.The epoch date for horizontal control is a decimal equivalence
 AJ3806.of Year/Month/Day.
 AJ3806
 AJ3806.The orthometric height was determined by GPS observations and a
 AJ3806.high-resolution geoid model.
 AJ3806.The orthometric height was determined by GPS observations and a
 AJ3806.high-resolution geoid model using precise GPS observation and
 AJ3806.processing techniques.
 AJ3806
 AJ3806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3806
 AJ3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3806
 AJ3806.The ellipsoidal height was determined by GPS observations
 AJ3806.and is referenced to NAD 83.
 AJ3806
 AJ3806.The geoid height was determined by GEOID03.
 AJ3806
 AJ3806;                    North         East     Units Scale Factor Converg.
 AJ3806;SPC AZ C     -   240,021.482   181,704.679   MT  0.99991235   -0 11 08.4
 AJ3806;SPC AZ C     -   787,472.05    596,143.96   iFT  0.99991235   -0 11 08.4
 AJ3806;UTM  12      - 3,670,202.485   382,878.326   MT  0.99976913   -0 41 13.9
 AJ3806
 AJ3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3806!SPC AZ C     -   0.99993738  x   0.99991235  =   0.99984974
 AJ3806!UTM  12      -   0.99993738  x   0.99976913  =   0.99970653
 AJ3806
 AJ3806                          SUPERSEDED SURVEY CONTROL
 AJ3806
 AJ3806  NAD 83(1992)-  33 09 51.43475(N)    112 15 21.81256(W) AD(       ) B
 AJ3806  ELLIP H (04/12/01)  398.888  (m)                       GP(       ) 3 2
 AJ3806
 AJ3806.Superseded values are not recommended for survey control.
 AJ3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3806.See file dsdata.txt to determine how the superseded data were derived.
 AJ3806
 AJ3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8287870202(NAD 83)
 AJ3806_MARKER: I = METAL ROD
 AJ3806_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3806_STAMPING: 2FB3 11-1999
 AJ3806_MARK LOGO: MCDOT 
 AJ3806_PROJECTION: FLUSH
 AJ3806_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3806+STABILITY: POSITION/ELEVATION WELL
 AJ3806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3806+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3806_ROD/PIPE-DEPTH:  3.7 meters
 AJ3806_SLEEVE-DEPTH  :  0.8 meters
 AJ3806
 AJ3806  HISTORY     - Date     Condition        Report By
 AJ3806  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3806
 AJ3806                          STATION DESCRIPTION
 AJ3806
 AJ3806'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3806'THE STATION IS LOCATED APPROXIMATELY 22 MI (35.4 KM) SOUTHWEST OF THE
 AJ3806'CITY OF PHOENIX, 24 MI (38.6 KM) EAST SOUTHEAST OF THE TOWN OF
 AJ3806'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3806'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3806'THE REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND
 AJ3806'STATE ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE
 AJ3806'ROUTE 238 FOR 31 MI (49.9 KM) TO MILE POST 31, THENCE CONTINUE EAST ON
 AJ3806'STATE ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT
 AJ3806'(NORTH) ONTO 91ST AVENUE AND DRIVE, CURVING FROM NORTH TO WEST, FOR
 AJ3806'1.9 MI, (3.1 KM) TO 99TH AVENUE AND THE BUTTERFIELD STATION LANDFILL
 AJ3806'ON THE NORTHWEST CORNER, THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE
 AJ3806'(TURNS INTO A DIRT ROAD AT THE NORTH END OF THE LANDFILL) AND DRIVE
 AJ3806'FOR 1.9 MI (3.1 KM) TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE
 AJ3806'NORTH ON 99TH AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0
 AJ3806'KM) TO A GRAVEL ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE
 AJ3806'TURN LEFT (WEST) ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE,
 AJ3806'CURVING FROM WEST TO NORTH, FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 AJ3806'WITH A DIRT ROAD, THENCE TURN RIGHT ONTO THE DIRT ROAD, WHICH
 AJ3806'PARALLELS THE NORTH BOUNDARY FENCE OF THE SMALL AIRPORT, AND DRIVE FOR
 AJ3806'1.5 MI (2.4 KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (NORTH) AND
 AJ3806'DRIVE FOR 1.5 MI (2.4 KM) TO A POWER LINE ROAD, THENCE BEAR LEFT
 AJ3806'(NORTHWEST) ONTO THE POWER LINE ROAD (330803N-1121516W) AND DRIVE
 AJ3806'NORTHWESTERLY ALONG THE POWER LINE FOR 2.2 MI (3.5 KM) TO A DIRT ROAD
 AJ3806'RIGHT, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD (330954N-1121555W)
 AJ3806'AND DRIVE EAST, PASSING UNDER THE POWER LINES, FOR 0.2 MI (0.3 KM) TO
 AJ3806'A GATE IN A FENCE LINE, THENCE CONTINUE ON THE DIRT ROAD, THROUGH THE
 AJ3806'GATE, AND BEAR RIGHT (SOUTHEASTERLY) FOR 0.4 MI (0.6 KM) TO THE
 AJ3806'STATION ON THE LEFT (NORTHEAST) SIDE OF THE ROAD
 AJ3806'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3806'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3806'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3806'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3806'STAMPED 2FB3 12/99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3806'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3806'STATION TIES
 AJ3806'THE STATION IS 25 FT (7.6 M) NORTHEAST OF THE CENTERLINE OF THE DIRT
 AJ3806'TRAIL
 AJ3806'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3806'WWWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3807 ***********************************************************************
 AJ3807  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3807  DESIGNATION -  2GC3
 AJ3807  PID         -  AJ3807
 AJ3807  STATE/COUNTY-  AZ/MARICOPA
 AJ3807  USGS QUAD   -  ENID (1978)
 AJ3807
 AJ3807                         *CURRENT SURVEY CONTROL
 AJ3807  ___________________________________________________________________
 AJ3807* NAD 83(2007)-  33 07 09.62386(N)    112 12 23.45884(W)     ADJUSTED  
 AJ3807* NAVD 88     -       492.02   (meters)    1614.2    (feet)  GPS OBS   
 AJ3807  ___________________________________________________________________
 AJ3807  EPOCH DATE  -        2007.00
 AJ3807  X           -  -2,021,120.118 (meters)                     COMP
 AJ3807  Y           -  -4,950,994.002 (meters)                     COMP
 AJ3807  Z           -   3,465,303.576 (meters)                     COMP
 AJ3807  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 AJ3807  ELLIP HEIGHT-         461.687 (meters)          (02/10/07) ADJUSTED
 AJ3807  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AJ3807
 AJ3807  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3807  Type    PID    Designation                      North   East  Ellip
 AJ3807  -------------------------------------------------------------------
 AJ3807  NETWORK AJ3807 2GC3                              0.53   0.53   0.92
 AJ3807  -------------------------------------------------------------------
 AJ3807
 AJ3807.The horizontal coordinates were established by GPS observations
 AJ3807.and adjusted by the National Geodetic Survey in February 2007.
 AJ3807
 AJ3807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3807.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3807.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3807.The epoch date for horizontal control is a decimal equivalence
 AJ3807.of Year/Month/Day.
 AJ3807
 AJ3807.The orthometric height was determined by GPS observations and a
 AJ3807.high-resolution geoid model.
 AJ3807.The orthometric height was determined by GPS observations and a
 AJ3807.high-resolution geoid model using precise GPS observation and
 AJ3807.processing techniques.
 AJ3807
 AJ3807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3807
 AJ3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3807
 AJ3807.The ellipsoidal height was determined by GPS observations
 AJ3807.and is referenced to NAD 83.
 AJ3807
 AJ3807.The geoid height was determined by GEOID03.
 AJ3807
 AJ3807;                    North         East     Units Scale Factor Converg.
 AJ3807;SPC AZ C     -   235,023.061   186,311.799   MT  0.99990902   -0 09 30.1
 AJ3807;SPC AZ C     -   771,073.03    611,259.18   iFT  0.99990902   -0 09 30.1
 AJ3807;UTM  12      - 3,665,164.698   387,440.869   MT  0.99975621   -0 39 33.4
 AJ3807
 AJ3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3807!SPC AZ C     -   0.99992752  x   0.99990902  =   0.99983655
 AJ3807!UTM  12      -   0.99992752  x   0.99975621  =   0.99968375
 AJ3807
 AJ3807                          SUPERSEDED SURVEY CONTROL
 AJ3807
 AJ3807  NAD 83(1992)-  33 07 09.62305(N)    112 12 23.45817(W) AD(       ) B
 AJ3807  ELLIP H (04/12/01)  461.719  (m)                       GP(       ) 3 2
 AJ3807
 AJ3807.Superseded values are not recommended for survey control.
 AJ3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3807.See file dsdata.txt to determine how the superseded data were derived.
 AJ3807
 AJ3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8744165165(NAD 83)
 AJ3807_MARKER: DD = SURVEY DISK
 AJ3807_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ3807_STAMPING: 2GC3 1999
 AJ3807_MARK LOGO: MCDOT 
 AJ3807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3807+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3807
 AJ3807  HISTORY     - Date     Condition        Report By
 AJ3807  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3807
 AJ3807                          STATION DESCRIPTION
 AJ3807
 AJ3807'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3807'THE STATION IS LOCATED APPROXIMATELY 24 MI (38.6 KM) SOUTHWEST OF THE
 AJ3807'CITY OF PHOENIX, 28 MI (45.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3807'TOWNSHIP 3 SOUTH, RANGE 1 EAST, SECTION 36
 AJ3807'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3807'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3807'ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE ROUTE 238
 AJ3807'FOR 31 MI (49.9 KM) TO MILE POST 31, THENCE CONTINUE EAST ON STATE
 AJ3807'ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT (NORTH)
 AJ3807'ONTO 91ST AVENUE AND DRIVE, CURVING FROM NORTH TO WEST, FOR 1.9 MI
 AJ3807'(3.1 KM) TO 99TH AVENUE AND THE BUTTERFIELD STATION LANDFILL ON THE
 AJ3807'NORTHWEST CORNER, THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE (TURNS
 AJ3807'INTO A DIRT ROAD AT THE NORTH END OF THE LANDFILL) AND DRIVE FOR 1.9
 AJ3807'MI (3.1 KM) TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE NORTH ON
 AJ3807'99TH AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0 KM) TO A
 AJ3807'GRAVEL ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE TURN LEFT
 AJ3807'(WEST) ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE, CURVING FROM
 AJ3807'WEST TO NORTH, FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH A DIRT
 AJ3807'ROAD, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD, WHICH PARALLELS THE
 AJ3807'NORTH BOUNDARY FENCE OF THE SMALL AIRPORT, AND DRIVE FOR 1.5 MI (2.4
 AJ3807'KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD
 AJ3807'(330657-1121516) AND DRIVE FOR 1.5 MI (2.4 KM) TO A POWER LINE ROAD,
 AJ3807'THENCE BEAR LEFT (NORTHWEST) ONTO THE POWER LINE ROAD,
 AJ3807'(330803-1121516W) AND DRIVE NORTHWESTERLY ALONG THE POWER LINE ROAD
 AJ3807'FOR 2.2 MI (3.5 KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (EAST)
 AJ3807'ONTO THE DIRT ROAD (330954N-1121555W) AND DRIVE EAST, PASSING UNDER
 AJ3807'THE POWER LINES, FOR 0.2 MI (0.3 KM) TO A GATE IN A FENCE LINE, THENCE
 AJ3807'CONTINUE EAST ON THE DIRT, PASSING THROUGH THE FENCE, AND BEAR RIGHT
 AJ3807'(SOUTHEASTERLY) ON THE DIRT ROAD FOR 4.9 MI (7.9 KM) TO A DIRT TRAIL,
 AJ3807'THENCE TURN RIGHT (WEST) ONTO THE DIRT TRAIL (330726N-1121210W) AND
 AJ3807'DRIVE FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT (SOUTH) SIDE OF
 AJ3807'THE ROAD
 AJ3807'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A 3 1/2 INCH MARICOPA
 AJ3807'COUNTY D.O.T.  BRASS DISK, STAMPED 2GC3 1999, SET IN A CONCRETE SLAB,
 AJ3807'MARKED BY A WHITE CARSONITE MARKER
 AJ3807'STATION TIES
 AJ3807'THE STATION IS 15 FT (4.6 M) SOUTH OF THE CENTER LINE OF THE DIRT
 AJ3807'TRAIL
 AJ3807'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3807'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3803 ***********************************************************************
 AJ3803  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3803  DESIGNATION -  2HB1
 AJ3803  PID         -  AJ3803
 AJ3803  STATE/COUNTY-  AZ/MARICOPA
 AJ3803  USGS QUAD   -  MOBILE (1978)
 AJ3803
 AJ3803                         *CURRENT SURVEY CONTROL
 AJ3803  ___________________________________________________________________
 AJ3803* NAD 83(2007)-  33 04 22.71187(N)    112 15 25.33989(W)     ADJUSTED  
 AJ3803* NAVD 88     -       390.80   (meters)    1282.1    (feet)  GPS OBS   
 AJ3803  ___________________________________________________________________
 AJ3803  EPOCH DATE  -        2007.00
 AJ3803  X           -  -2,026,516.421 (meters)                     COMP
 AJ3803  Y           -  -4,951,730.033 (meters)                     COMP
 AJ3803  Z           -   3,460,940.087 (meters)                     COMP
 AJ3803  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AJ3803  ELLIP HEIGHT-         360.255 (meters)          (02/10/07) ADJUSTED
 AJ3803  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AJ3803
 AJ3803  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3803  Type    PID    Designation                      North   East  Ellip
 AJ3803  -------------------------------------------------------------------
 AJ3803  NETWORK AJ3803 2HB1                              0.69   0.63   1.16
 AJ3803  -------------------------------------------------------------------
 AJ3803
 AJ3803.The horizontal coordinates were established by GPS observations
 AJ3803.and adjusted by the National Geodetic Survey in February 2007.
 AJ3803
 AJ3803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3803.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3803.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3803.The epoch date for horizontal control is a decimal equivalence
 AJ3803.of Year/Month/Day.
 AJ3803
 AJ3803.The orthometric height was determined by GPS observations and a
 AJ3803.high-resolution geoid model.
 AJ3803.The orthometric height was determined by GPS observations and a
 AJ3803.high-resolution geoid model using precise GPS observation and
 AJ3803.processing techniques.
 AJ3803
 AJ3803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3803
 AJ3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3803
 AJ3803.The ellipsoidal height was determined by GPS observations
 AJ3803.and is referenced to NAD 83.
 AJ3803
 AJ3803.The geoid height was determined by GEOID03.
 AJ3803
 AJ3803;                    North         East     Units Scale Factor Converg.
 AJ3803;SPC AZ C     -   229,895.603   181,580.438   MT  0.99991245   -0 11 08.7
 AJ3803;SPC AZ C     -   754,250.67    595,736.35   iFT  0.99991245   -0 11 08.7
 AJ3803;UTM  12      - 3,660,079.527   382,665.594   MT  0.99976975   -0 41 09.8
 AJ3803
 AJ3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3803!SPC AZ C     -   0.99994344  x   0.99991245  =   0.99985590
 AJ3803!UTM  12      -   0.99994344  x   0.99976975  =   0.99971321
 AJ3803
 AJ3803                          SUPERSEDED SURVEY CONTROL
 AJ3803
 AJ3803  NAD 83(1992)-  33 04 22.71096(N)    112 15 25.33933(W) AD(       ) B
 AJ3803  ELLIP H (04/12/01)  360.290  (m)                       GP(       ) 3 2
 AJ3803
 AJ3803.Superseded values are not recommended for survey control.
 AJ3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3803.See file dsdata.txt to determine how the superseded data were derived.
 AJ3803
 AJ3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8266660080(NAD 83)
 AJ3803_MARKER: I = METAL ROD
 AJ3803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3803_STAMPING: 2HB1 11-1999
 AJ3803_MARK LOGO: MCDOT 
 AJ3803_PROJECTION: FLUSH
 AJ3803_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3803+STABILITY: POSITION/ELEVATION WELL
 AJ3803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3803+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2007
 AJ3803_ROD/PIPE-DEPTH:  3.7 meters
 AJ3803_SLEEVE-DEPTH  :  0.8 meters
 AJ3803
 AJ3803  HISTORY     - Date     Condition        Report By
 AJ3803  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3803  HISTORY     - 20070521 GOOD             MCDOT
 AJ3803
 AJ3803                          STATION DESCRIPTION
 AJ3803
 AJ3803'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3803'THE STATION IS LOCATED APPROXIMATELY 28 MI (45.1 KM) SOUTHWEST OF THE
 AJ3803'CITY OF PHOENIX, 28 MI (45.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3803'TOWNSHIP 4 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3803'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3803'TO REACH THE STATION FROM STATE ROUTE 238 (MARICOPA ROAD) IN THE TOWN
 AJ3803'OF GILA BEND, DRIVE EAST ON STATE ROUTE 238 TO MILE POST 31, THENCE
 AJ3803'CONTINUE EAST ON STATE ROUTE 238 FOR 0.8 MI (1.3 KM) TO 91ST AVENUE,
 AJ3803'THENCE TURN LEFT (NORTH) ONTO 91ST AVENUE AND DRIVE, FOLLOWING THE
 AJ3803'ROAD AS IT CURVES TO THE WEST, FOR 1.0 MI (1.6 KM) TO THE STATION ON
 AJ3803'THE RIGHT (NORTH) SIDE OF THE ROAD
 AJ3803'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3803'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3803'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3803'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3803'STAMPED 2HB1 11-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3803'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3803'STATION TIES
 AJ3803'THE STATION IS 75 FT (22.9 M) NORTH OF THE CENTERLINE OF THE PAVED
 AJ3803'ROAD
 AJ3803'16 FT (4.9 M) NORTH OF THE FENCE
 AJ3803'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3803'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3803
 AJ3803                          STATION RECOVERY (2007)
 AJ3803
 AJ3803'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3803'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3810 ***********************************************************************
 AJ3810  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3810  DESIGNATION -  2IA3
 AJ3810  PID         -  AJ3810
 AJ3810  STATE/COUNTY-  AZ/MARICOPA
 AJ3810  USGS QUAD   -  MOBILE (1978)
 AJ3810
 AJ3810                         *CURRENT SURVEY CONTROL
 AJ3810  ___________________________________________________________________
 AJ3810* NAD 83(2007)-  33 01 50.33327(N)    112 17 34.98213(W)     ADJUSTED  
 AJ3810* NAVD 88     -       422.81   (meters)    1387.2    (feet)  GPS OBS   
 AJ3810  ___________________________________________________________________
 AJ3810  EPOCH DATE  -        2007.00
 AJ3810  X           -  -2,030,609.736 (meters)                     COMP
 AJ3810  Y           -  -4,952,849.162 (meters)                     COMP
 AJ3810  Z           -   3,457,022.585 (meters)                     COMP
 AJ3810  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AJ3810  ELLIP HEIGHT-         392.192 (meters)          (02/10/07) ADJUSTED
 AJ3810  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AJ3810
 AJ3810  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3810  Type    PID    Designation                      North   East  Ellip
 AJ3810  -------------------------------------------------------------------
 AJ3810  NETWORK AJ3810 2IA3                              0.80   0.76   1.27
 AJ3810  -------------------------------------------------------------------
 AJ3810
 AJ3810.The horizontal coordinates were established by GPS observations
 AJ3810.and adjusted by the National Geodetic Survey in February 2007.
 AJ3810
 AJ3810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3810.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3810.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3810.The epoch date for horizontal control is a decimal equivalence
 AJ3810.of Year/Month/Day.
 AJ3810
 AJ3810.The orthometric height was determined by GPS observations and a
 AJ3810.high-resolution geoid model.
 AJ3810.The orthometric height was determined by GPS observations and a
 AJ3810.high-resolution geoid model using precise GPS observation and
 AJ3810.processing techniques.
 AJ3810
 AJ3810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3810
 AJ3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3810
 AJ3810.The ellipsoidal height was determined by GPS observations
 AJ3810.and is referenced to NAD 83.
 AJ3810
 AJ3810.The geoid height was determined by GEOID03.
 AJ3810
 AJ3810;                    North         East     Units Scale Factor Converg.
 AJ3810;SPC AZ C     -   225,213.173   178,201.291   MT  0.99991524   -0 12 18.6
 AJ3810;SPC AZ C     -   738,888.36    584,649.90   iFT  0.99991524   -0 12 18.6
 AJ3810;UTM  12      - 3,655,427.412   379,246.188   MT  0.99977979   -0 42 17.7
 AJ3810
 AJ3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3810!SPC AZ C     -   0.99993843  x   0.99991524  =   0.99985367
 AJ3810!UTM  12      -   0.99993843  x   0.99977979  =   0.99971823
 AJ3810
 AJ3810                          SUPERSEDED SURVEY CONTROL
 AJ3810
 AJ3810  NAD 83(1992)-  33 01 50.33230(N)    112 17 34.98158(W) AD(       ) B
 AJ3810  ELLIP H (04/12/01)  392.225  (m)                       GP(       ) 3 2
 AJ3810
 AJ3810.Superseded values are not recommended for survey control.
 AJ3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3810.See file dsdata.txt to determine how the superseded data were derived.
 AJ3810
 AJ3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7924655427(NAD 83)
 AJ3810_MARKER: I = METAL ROD
 AJ3810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3810_STAMPING: 2IA3 12/99
 AJ3810_MARK LOGO: MCDOT 
 AJ3810_PROJECTION: FLUSH
 AJ3810_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3810+STABILITY: POSITION/ELEVATION WELL
 AJ3810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3810+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AJ3810_ROD/PIPE-DEPTH:  6.7 meters
 AJ3810_SLEEVE-DEPTH  :  0.8 meters
 AJ3810
 AJ3810  HISTORY     - Date     Condition        Report By
 AJ3810  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3810  HISTORY     - 20050208 GOOD             INDIV
 AJ3810
 AJ3810                          STATION DESCRIPTION
 AJ3810
 AJ3810'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3810'THE STATION IS LOCATED APPROXIMATELY 31 MI (49.9 KM) SOUTHWEST OF THE
 AJ3810'CITY OF PHOENIX, 25 MI (40.2 KM) EAST NORTHEAST OF THE TOWN OF GILA
 AJ3810'BEND, 29 MI (46.7 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP 4
 AJ3810'SOUTH, RANGE 1 EAST, SECTION 31
 AJ3810'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3810'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3810'ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE ROUTE 238
 AJ3810'FOR 32 MI (51.5 KM) TO MILE POST 32, THENCE CONTINUE EAST ON STATE
 AJ3810'ROUTE 238 FOR 0.9 MI (1.4 KM) TO 83RD AVENUE, THENCE TURN RIGHT
 AJ3810'(SOUTH) ONTO 83RD AVENUE, CROSS THE RAILROAD TRACKS AND DRIVE SOUTH ON
 AJ3810'83RD AVENUE (DIRT) FOR 0.8 MI (1.3 KM) TO THE EL PASO NATURAL GAS
 AJ3810'COMPANY PIPELINE ROAD, THENCE CONTINUE ON THE DIRT ROAD FOR 1.2 MI
 AJ3810'(1.9 KM) TO A POINT WHERE THE ROAD BENDS SOUTHWEST (330238N-1121644W)
 AJ3810'AND A TRAIL CONTINUES STRAIGHT AHEAD, THENCE BEAR LEFT (SOUTHWEST) AND
 AJ3810'DRIVE 0.8 MI (1.3 KM) TO A BEND IN THE ROAD AND A CORRAL ON THE LEFT
 AJ3810'(SOUTHEAST) SIDE OF THE ROAD, THENCE CONTINUE SOUTHWESTERLY ON THE
 AJ3810'DIRT ROAD FOR O.5 MI TO THE STATION ON THE RIGHT (WEST) SIDE OF THE
 AJ3810'ROAD
 AJ3810'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3810'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22 FOOT (6.7 M) STAINLESS
 AJ3810'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3810'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3810'STAMPED 21A3 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3810'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3810'STATION TIES
 AJ3810'THE STATION IS 260 FT (79.2 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3810'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3810'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3810
 AJ3810                          STATION RECOVERY (2005)
 AJ3810
 AJ3810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CFG)
 AJ3810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3809 ***********************************************************************
 AJ3809  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3809  DESIGNATION -  2IC3
 AJ3809  PID         -  AJ3809
 AJ3809  STATE/COUNTY-  AZ/MARICOPA
 AJ3809  USGS QUAD   -  ENID (1978)
 AJ3809
 AJ3809                         *CURRENT SURVEY CONTROL
 AJ3809  ___________________________________________________________________
 AJ3809* NAD 83(2007)-  33 01 48.29068(N)    112 12 02.57167(W)     ADJUSTED  
 AJ3809* NAVD 88     -       412.63   (meters)    1353.8    (feet)  GPS OBS   
 AJ3809  ___________________________________________________________________
 AJ3809  EPOCH DATE  -        2007.00
 AJ3809  X           -  -2,022,635.001 (meters)                     COMP
 AJ3809  Y           -  -4,956,139.138 (meters)                     COMP
 AJ3809  Z           -   3,456,964.333 (meters)                     COMP
 AJ3809  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AJ3809  ELLIP HEIGHT-         382.114 (meters)          (02/10/07) ADJUSTED
 AJ3809  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AJ3809
 AJ3809  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3809  Type    PID    Designation                      North   East  Ellip
 AJ3809  -------------------------------------------------------------------
 AJ3809  NETWORK AJ3809 2IC3                              0.47   0.41   0.80
 AJ3809  -------------------------------------------------------------------
 AJ3809
 AJ3809.The horizontal coordinates were established by GPS observations
 AJ3809.and adjusted by the National Geodetic Survey in February 2007.
 AJ3809
 AJ3809.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3809.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3809.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3809.The epoch date for horizontal control is a decimal equivalence
 AJ3809.of Year/Month/Day.
 AJ3809
 AJ3809.The orthometric height was determined by GPS observations and a
 AJ3809.high-resolution geoid model.
 AJ3809.The orthometric height was determined by GPS observations and a
 AJ3809.high-resolution geoid model using precise GPS observation and
 AJ3809.processing techniques.
 AJ3809
 AJ3809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3809
 AJ3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3809
 AJ3809.The ellipsoidal height was determined by GPS observations
 AJ3809.and is referenced to NAD 83.
 AJ3809
 AJ3809.The geoid height was determined by GEOID03.
 AJ3809
 AJ3809;                    North         East     Units Scale Factor Converg.
 AJ3809;SPC AZ C     -   225,123.156   186,826.451   MT  0.99990868   -0 09 17.4
 AJ3809;SPC AZ C     -   738,593.03    612,947.67   iFT  0.99990868   -0 09 17.4
 AJ3809;UTM  12      - 3,655,262.194   387,868.988   MT  0.99975503   -0 39 16.4
 AJ3809
 AJ3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3809!SPC AZ C     -   0.99994001  x   0.99990868  =   0.99984870
 AJ3809!UTM  12      -   0.99994001  x   0.99975503  =   0.99969506
 AJ3809
 AJ3809                          SUPERSEDED SURVEY CONTROL
 AJ3809
 AJ3809  NAD 83(1992)-  33 01 48.28945(N)    112 12 02.57101(W) AD(       ) B
 AJ3809  ELLIP H (04/12/01)  382.155  (m)                       GP(       ) 3 2
 AJ3809
 AJ3809.Superseded values are not recommended for survey control.
 AJ3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3809.See file dsdata.txt to determine how the superseded data were derived.
 AJ3809
 AJ3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8786955262(NAD 83)
 AJ3809_MARKER: I = METAL ROD
 AJ3809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3809_STAMPING: 2IC3 11-1999
 AJ3809_MARK LOGO: MCDOT 
 AJ3809_PROJECTION: FLUSH
 AJ3809_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3809+STABILITY: POSITION/ELEVATION WELL
 AJ3809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3809+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3809_ROD/PIPE-DEPTH:  8.5 meters
 AJ3809_SLEEVE-DEPTH  :  0.8 meters
 AJ3809
 AJ3809  HISTORY     - Date     Condition        Report By
 AJ3809  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3809
 AJ3809                          STATION DESCRIPTION
 AJ3809
 AJ3809'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3809'THE STATION IS LOCATED APPROXIMATELY 29 MI (46.7 KM) SOUTHWEST OF THE
 AJ3809'CITY OF PHOENIX, 29 MI (46.7 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3809'TOWNSHIP 4 SOUTH, RANGE 2 EAST, SECTION 31
 AJ3809'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3809'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3809'ROUTE 238 (MARICOPA ROAD) IN GILA BEND, DRIVE EAST ON STATE ROUTE 238
 AJ3809'FOR 32 MI (51.5 KM) TO MILE POST 32, THENCE CONTINUE EAST ON STATE
 AJ3809'ROUTE 238 FOR 0.9 MI (1.4 KM) TO 83RD AVENUE, THENCE TURN RIGHT
 AJ3809'(SOUTH) ONTO 83RD AVENUE AND DRIVE FOR 1.4 MI (2.3 KM) TO THE
 AJ3809'INTERSECTION WITH AN EAST-WEST DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3809'ONTO THE DIRT ROAD AND DRIVE 0.7 MI (1.1 KM) TO THE INTERSECTION WITH
 AJ3809'THE EL PASO NATURAL GAS COMPANY PIPELINE ROAD, THENCE TURN LEFT
 AJ3809'(SOUTHEAST) ONTO THE EL PASO NATURAL GAS COMPANY PIPELINE ROAD AND
 AJ3809'DRIVE SOUTHEAST FOR 3.9 MI (6.3 KM) TO A DIRT ROAD LEFT, THENCE TURN
 AJ3809'LEFT (NORTH) ONT0 THE DIRT ROAD (330026N-1121201W) AND DRIVE NORTH,
 AJ3809'PARALLELING THE POWER LINES FOR 1.6 MI (2.6 KM) TO A POINT WHERE THE
 AJ3809'ROAD PASSES UNDER THE POWER LINES AND COMES TO A GATE IN A FENCE LINE
 AJ3809'AND THE STATION ON THE RIGHT (EAST) SIDE OF THE ROAD, 45 FT (13.7 M)
 AJ3809'NORTH OF THE FENCE LINE
 AJ3809'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3809'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS
 AJ3809'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3809'ENCASED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS CAP
 AJ3809'STAMPED 2IC3 11-99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3809'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3809'STATION TIES
 AJ3809'THE STATION IS 130 FT (39.6 M) RIGHT (EAST) , OF THE CENTERLINE OF THE
 AJ3809'ROAD
 AJ3809'45 FT (13.7 M) NORTH OF THE EAST-WEST FENCE LINE
 AJ3809'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3809'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3799 ***********************************************************************
 AJ3799  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3799  DESIGNATION -  2JB2
 AJ3799  PID         -  AJ3799
 AJ3799  STATE/COUNTY-  AZ/MARICOPA
 AJ3799  USGS QUAD   -  CONLEY WELL (1979)
 AJ3799
 AJ3799                         *CURRENT SURVEY CONTROL
 AJ3799  ___________________________________________________________________
 AJ3799* NAD 83(2007)-  32 59 53.81313(N)    112 15 16.68323(W)     ADJUSTED  
 AJ3799* NAVD 88     -       436.11   (meters)    1430.8    (feet)  GPS OBS   
 AJ3799  ___________________________________________________________________
 AJ3799  EPOCH DATE  -        2007.00
 AJ3799  X           -  -2,028,033.429 (meters)                     COMP
 AJ3799  Y           -  -4,956,030.145 (meters)                     COMP
 AJ3799  Z           -   3,454,019.652 (meters)                     COMP
 AJ3799  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3799  ELLIP HEIGHT-         405.537 (meters)          (02/10/07) ADJUSTED
 AJ3799  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3799
 AJ3799  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3799  Type    PID    Designation                      North   East  Ellip
 AJ3799  -------------------------------------------------------------------
 AJ3799  NETWORK AJ3799 2JB2                              0.78   0.76   1.22
 AJ3799  -------------------------------------------------------------------
 AJ3799
 AJ3799.The horizontal coordinates were established by GPS observations
 AJ3799.and adjusted by the National Geodetic Survey in February 2007.
 AJ3799
 AJ3799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3799.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3799.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3799.The epoch date for horizontal control is a decimal equivalence
 AJ3799.of Year/Month/Day.
 AJ3799
 AJ3799.The orthometric height was determined by GPS observations and a
 AJ3799.high-resolution geoid model.
 AJ3799.The orthometric height was determined by GPS observations and a
 AJ3799.high-resolution geoid model using precise GPS observation and
 AJ3799.processing techniques.
 AJ3799
 AJ3799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3799
 AJ3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3799
 AJ3799.The ellipsoidal height was determined by GPS observations
 AJ3799.and is referenced to NAD 83.
 AJ3799
 AJ3799.The geoid height was determined by GEOID03.
 AJ3799
 AJ3799;                    North         East     Units Scale Factor Converg.
 AJ3799;SPC AZ C     -   221,611.692   181,778.316   MT  0.99991229   -0 11 02.6
 AJ3799;SPC AZ C     -   727,072.48    596,385.55   iFT  0.99991229   -0 11 02.6
 AJ3799;UTM  12      - 3,651,795.388   382,791.184   MT  0.99976939   -0 41 00.1
 AJ3799
 AJ3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3799!SPC AZ C     -   0.99993633  x   0.99991229  =   0.99984863
 AJ3799!UTM  12      -   0.99993633  x   0.99976939  =   0.99970574
 AJ3799
 AJ3799                          SUPERSEDED SURVEY CONTROL
 AJ3799
 AJ3799  NAD 83(1992)-  32 59 53.81195(N)    112 15 16.68262(W) AD(       ) B
 AJ3799  ELLIP H (04/12/01)  405.575  (m)                       GP(       ) 3 2
 AJ3799
 AJ3799.Superseded values are not recommended for survey control.
 AJ3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3799.See file dsdata.txt to determine how the superseded data were derived.
 AJ3799
 AJ3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8279151795(NAD 83)
 AJ3799_MARKER: I = METAL ROD
 AJ3799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3799_STAMPING: 2JB2 1/00
 AJ3799_MARK LOGO: MCDOT 
 AJ3799_PROJECTION: FLUSH
 AJ3799_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3799+STABILITY: POSITION/ELEVATION WELL
 AJ3799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3799+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AJ3799_ROD/PIPE-DEPTH:  6.1 meters
 AJ3799_SLEEVE-DEPTH  :  0.8 meters
 AJ3799
 AJ3799  HISTORY     - Date     Condition        Report By
 AJ3799  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3799  HISTORY     - 20080418 GOOD             GEOCAC
 AJ3799
 AJ3799                          STATION DESCRIPTION
 AJ3799
 AJ3799'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3799'THE STATION IS LOCATED APPROXIMATELY 32 MI (51.5 KM) SOUTHWEST OF THE
 AJ3799'CITY OF PHOENIX, 27 MI (43.5 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3799'TOWNSHIP 5 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3799'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3799'TO REACH THE STATION FROM STATE ROUTE 238 (MARICOPA ROAD) IN THE TOWN
 AJ3799'OF GILA BEND, DRIVE EAST ON STATE ROUTE 238 TO MILE POST 32, THENCE
 AJ3799'CONTINUE EAST ON STATE ROUTE 238 FOR 0.9 MI (1.4 KM) TO THE
 AJ3799'INTERSECTION WITH 83RD AVENUE, THENCE TURN RIGHT (SOUTH) ONTO 83RD
 AJ3799'AVENUE AND DRIVE SOUTH FOR 2.1 MI (3.4 KM) TO A PIPELINE CROSSING,
 AJ3799'THENCE CONTINUE SOUTH, PAST THE PIPELINE, FOR 1.3 MI (2.1 KM) TO A
 AJ3799'ROAD RIGHT, THENCE TURN RIGHT (WEST) AND DRIVE FOR 2.0 MI (3.2 KM) TO
 AJ3799'A POINT WHERE THE ROAD BENDS LEFT (SOUTH) AT SCHUMACKER ROAD AND
 AJ3799'BECOMES 99TH AVENUE, THENCE DRIVE SOUTH ON 99TH AVENUE FOR 0.9 MI (1.4
 AJ3799'KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT (EAST) AND DRIVE FOR 1.0 MI,
 AJ3799'(1.6 KM) PASSING THROUGH A FENCE LINE, TO THE STATION ON THE LEFT
 AJ3799'(NORTH) SIDE OF THE ROAD
 AJ3799'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3799'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 20 FOOT (6.1 M) STAINLESS
 AJ3799'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3799'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3799'STAMPED 2JB2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3799'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3799'STATION TIES
 AJ3799'THE STATION IS 50 FT (15.2 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3799'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3799'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3799
 AJ3799                          STATION RECOVERY (2008)
 AJ3799
 AJ3799'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 AJ3799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3798 ***********************************************************************
 AJ3798  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3798  DESIGNATION -  2KB2
 AJ3798  PID         -  AJ3798
 AJ3798  STATE/COUNTY-  AZ/MARICOPA
 AJ3798  USGS QUAD   -  CONLEY WELL (1979)
 AJ3798
 AJ3798                         *CURRENT SURVEY CONTROL
 AJ3798  ___________________________________________________________________
 AJ3798* NAD 83(2007)-  32 56 35.77292(N)    112 15 53.65525(W)     ADJUSTED  
 AJ3798* NAVD 88     -       478.43   (meters)    1569.6    (feet)  GPS OBS   
 AJ3798  ___________________________________________________________________
 AJ3798  EPOCH DATE  -        2007.00
 AJ3798  X           -  -2,030,193.266 (meters)                     COMP
 AJ3798  Y           -  -4,958,772.263 (meters)                     COMP
 AJ3798  Z           -   3,448,923.946 (meters)                     COMP
 AJ3798  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AJ3798  ELLIP HEIGHT-         447.843 (meters)          (02/10/07) ADJUSTED
 AJ3798  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3798
 AJ3798  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3798  Type    PID    Designation                      North   East  Ellip
 AJ3798  -------------------------------------------------------------------
 AJ3798  NETWORK AJ3798 2KB2                              0.63   0.53   0.96
 AJ3798  -------------------------------------------------------------------
 AJ3798
 AJ3798.The horizontal coordinates were established by GPS observations
 AJ3798.and adjusted by the National Geodetic Survey in February 2007.
 AJ3798
 AJ3798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3798.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3798.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3798.The epoch date for horizontal control is a decimal equivalence
 AJ3798.of Year/Month/Day.
 AJ3798
 AJ3798.The orthometric height was determined by GPS observations and a
 AJ3798.high-resolution geoid model.
 AJ3798.The orthometric height was determined by GPS observations and a
 AJ3798.high-resolution geoid model using precise GPS observation and
 AJ3798.processing techniques.
 AJ3798
 AJ3798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3798
 AJ3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3798
 AJ3798.The ellipsoidal height was determined by GPS observations
 AJ3798.and is referenced to NAD 83.
 AJ3798
 AJ3798.The geoid height was determined by GEOID03.
 AJ3798
 AJ3798;                    North         East     Units Scale Factor Converg.
 AJ3798;SPC AZ C     -   215,514.430   180,798.443   MT  0.99991307   -0 11 21.8
 AJ3798;SPC AZ C     -   707,068.34    593,170.74   iFT  0.99991307   -0 11 21.8
 AJ3798;UTM  12      - 3,645,707.754   381,758.400   MT  0.99977239   -0 41 16.6
 AJ3798
 AJ3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3798!SPC AZ C     -   0.99992969  x   0.99991307  =   0.99984277
 AJ3798!UTM  12      -   0.99992969  x   0.99977239  =   0.99970210
 AJ3798
 AJ3798                          SUPERSEDED SURVEY CONTROL
 AJ3798
 AJ3798  NAD 83(1992)-  32 56 35.77158(N)    112 15 53.65462(W) AD(       ) B
 AJ3798  ELLIP H (04/12/01)  447.883  (m)                       GP(       ) 3 2
 AJ3798
 AJ3798.Superseded values are not recommended for survey control.
 AJ3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3798.See file dsdata.txt to determine how the superseded data were derived.
 AJ3798
 AJ3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8175845708(NAD 83)
 AJ3798_MARKER: I = METAL ROD
 AJ3798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3798_STAMPING: 2KB2 2000
 AJ3798_MARK LOGO: MCDOT 
 AJ3798_PROJECTION: FLUSH
 AJ3798_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3798+STABILITY: POSITION/ELEVATION WELL
 AJ3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3798+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3798_ROD/PIPE-DEPTH:  4.9 meters
 AJ3798_SLEEVE-DEPTH  :  0.8 meters
 AJ3798
 AJ3798  HISTORY     - Date     Condition        Report By
 AJ3798  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3798
 AJ3798                          STATION DESCRIPTION
 AJ3798
 AJ3798'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3798'THE STATION IS LOCATED APPROXIMATELY 36 MI (57.9 KM) SOUTHWEST OF THE
 AJ3798'CITY OF PHOENIX, 26 MI (41.8 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3798'TOWNSHIP 6 SOUTH, RANGE 1 EAST, SECTION 4
 AJ3798'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3798'TO REACH THE STATION FROM STATE ROUTE 238 (MARICOPA ROAD) IN GILA
 AJ3798'BEND, DRIVE EAST ON STATE ROUTE 238 TO MILE POST 32, THENCE CONTINUE
 AJ3798'EAST ON STATE ROUTE 238 FOR 0.9 MI (1.4 KM) TO 83RD AVENUE, THENCE
 AJ3798'TURN RIGHT (SOUTH) ONTO 83RD AVENUE AND DRIVE SOUTH FOR 2.1 MI (3.4
 AJ3798'KM) TO A PIPELINE CROSSING THE ROAD, THENCE CONTINUE SOUTH, PAST THE
 AJ3798'PIPELINE, FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, THENCE TURN RIGHT
 AJ3798'(WEST) ONTO THE ROAD AND DRIVE FOR 2.0 MI (3.2 KM) TO A POINT WHERE
 AJ3798'THE ROAD BENDS TO THE LEFT (SOUTH) AT SCHUMACKER ROAD AND BECOMES 99TH
 AJ3798'AVENUE, THENCE DRIVE SOUTH ON 99TH AVENUE FOR 2.0 MI (3.2 KM) TO A
 AJ3798'ROAD RIGHT AND A FORK LEFT, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3798'SOUTHERLY, MERGING WITH ANOTHER ROAD FROM THE NORTH, FOR 1.0 MI (1.6
 AJ3798'KM) TO A FENCE LINE, THENCE PASS THROUGH THE FENCE LINE AND CONTINUE
 AJ3798'SOUTH FOR 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT (WEST) SIDE OF
 AJ3798'THE ROAD
 AJ3798'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3798'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS
 AJ3798'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3798'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3798'STAMPED 2KB2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3798'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3798'STATION TIES
 AJ3798'THE STATION IS 50 FT (15.2 M) WEST OF THE CENTERLINE OF THE ROAD
 AJ3798'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3798'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3797 ***********************************************************************
 AJ3797  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3797  DESIGNATION -  2LB3
 AJ3797  PID         -  AJ3797
 AJ3797  STATE/COUNTY-  AZ/MARICOPA
 AJ3797  USGS QUAD   -  CONLEY WELL (1979)
 AJ3797
 AJ3797                         *CURRENT SURVEY CONTROL
 AJ3797  ___________________________________________________________________
 AJ3797* NAD 83(2007)-  32 54 00.11236(N)    112 15 35.74533(W)     ADJUSTED  
 AJ3797* NAVD 88     -       493.36   (meters)    1618.6    (feet)  GPS OBS   
 AJ3797  ___________________________________________________________________
 AJ3797  EPOCH DATE  -        2007.00
 AJ3797  X           -  -2,030,754.768 (meters)                     COMP
 AJ3797  Y           -  -4,961,372.290 (meters)                     COMP
 AJ3797  Z           -   3,444,906.488 (meters)                     COMP
 AJ3797  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AJ3797  ELLIP HEIGHT-         462.766 (meters)          (02/10/07) ADJUSTED
 AJ3797  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3797
 AJ3797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3797  Type    PID    Designation                      North   East  Ellip
 AJ3797  -------------------------------------------------------------------
 AJ3797  NETWORK AJ3797 2LB3                              0.53   0.43   0.86
 AJ3797  -------------------------------------------------------------------
 AJ3797
 AJ3797.The horizontal coordinates were established by GPS observations
 AJ3797.and adjusted by the National Geodetic Survey in February 2007.
 AJ3797
 AJ3797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3797.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3797.The epoch date for horizontal control is a decimal equivalence
 AJ3797.of Year/Month/Day.
 AJ3797
 AJ3797.The orthometric height was determined by GPS observations and a
 AJ3797.high-resolution geoid model.
 AJ3797.The orthometric height was determined by GPS observations and a
 AJ3797.high-resolution geoid model using precise GPS observation and
 AJ3797.processing techniques.
 AJ3797
 AJ3797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3797
 AJ3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3797
 AJ3797.The ellipsoidal height was determined by GPS observations
 AJ3797.and is referenced to NAD 83.
 AJ3797
 AJ3797.The geoid height was determined by GEOID03.
 AJ3797
 AJ3797;                    North         East     Units Scale Factor Converg.
 AJ3797;SPC AZ C     -   210,718.005   181,248.012   MT  0.99991271   -0 11 11.2
 AJ3797;SPC AZ C     -   691,332.04    594,645.71   iFT  0.99991271   -0 11 11.2
 AJ3797;UTM  12      - 3,640,908.278   382,166.183   MT  0.99977120   -0 41 04.0
 AJ3797
 AJ3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3797!SPC AZ C     -   0.99992735  x   0.99991271  =   0.99984007
 AJ3797!UTM  12      -   0.99992735  x   0.99977120  =   0.99969857
 AJ3797
 AJ3797                          SUPERSEDED SURVEY CONTROL
 AJ3797
 AJ3797  NAD 83(1992)-  32 54 00.11093(N)    112 15 35.74475(W) AD(       ) B
 AJ3797  ELLIP H (04/12/01)  462.805  (m)                       GP(       ) 3 2
 AJ3797
 AJ3797.Superseded values are not recommended for survey control.
 AJ3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3797.See file dsdata.txt to determine how the superseded data were derived.
 AJ3797
 AJ3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8216640908(NAD 83)
 AJ3797_MARKER: I = METAL ROD
 AJ3797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3797_STAMPING: 2LB3 2000
 AJ3797_MARK LOGO: MCDOT 
 AJ3797_PROJECTION: FLUSH
 AJ3797_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3797+STABILITY: POSITION/ELEVATION WELL
 AJ3797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3797+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3797_ROD/PIPE-DEPTH:  7.3 meters
 AJ3797_SLEEVE-DEPTH  :  0.8 meters
 AJ3797
 AJ3797  HISTORY     - Date     Condition        Report By
 AJ3797  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3797
 AJ3797                          STATION DESCRIPTION
 AJ3797
 AJ3797'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3797'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) SOUTHWEST OF THE
 AJ3797'CITY OF PHOENIX, 27 MI (43.5 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3797'TOWNSHIP 6 SOUTH, RANGE 1 EAST, SECTION 16
 AJ3797'OWNERSHIP-PRIVATE
 AJ3797'TO REACH THE STATION FROM THE INTERSECTION (EXIT 144) OF INTERSTATE 8
 AJ3797'VEKOL ROAD, DRIVE NORTH ON VEKOL ROAD FOR 1.6 MI (2.6 KM) TO A RADIO
 AJ3797'TOWER ON THE LEFT (WEST) SIDE OF THE ROAD, THENCE CONTINUE NORTH ON
 AJ3797'VEKOL ROD FOR 0.4 MI (0.6 KM) TO A POINT WHERE THE ROAD BENDS TO THE
 AJ3797'RIGHT, THENCE CONTINUE ON VEKOL ROAD, FIRST BENDING RIGHT (EAST) THEN
 AJ3797'LEFT (NORTH) FOR 0.2 MI (0.3 KM) TO A CATTLE GUARD IN A FENCE LINE AND
 AJ3797'A FORK IN THE ROAD JUST BEYOND THE FENCE LINE, THENCE CONTINUE OVER
 AJ3797'THE CATTLE GUARD, TAKE THE RIGHT FORK IN THE ROAD AND DRIVE FOR NORTH
 AJ3797'FOR 0.7 MI (1.1 KM) TO THE SOUTHEAST CORNER OF A FENCE LINE
 AJ3797'SURROUNDING THE BRADY VEKOL RANCH, THENCE CONTINUE NORTH, BETWEEN TWO
 AJ3797'FENCE LINES FOR 0.4 MI (0.6 KM) TO A T-INTERSECTION AND A HILL ON THE
 AJ3797'RIGHT (EAST) SIDE OF THE ROAD, THENCE TURN LEFT (WEST) ONTO THE DIRT
 AJ3797'ROAD AND DRIVE FOR 0.1 MI (0.2 KM) TO ANOTHER T-INTERSECTION, THENCE
 AJ3797'TURN RIGHT AND DRIVE FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT
 AJ3797'(WEST) SIDE OF THE ROAD, JUST PAST A WASH, BEFORE A
 AJ3797'NORTHEAST-SOUTHWEST FENCE LINE, AND EAST OF A CORRAL
 AJ3797'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3797'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS
 AJ3797'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3797'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3797'STAMPED 2LB3 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3797'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3797'STATION TIES
 AJ3797'THE STATION IS 36 FT (11.0 M) SOUTHWEST OF THE DIRT ROAD
 AJ3797'30 FT (9.1 M) SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE LINE
 AJ3797'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3797'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1122 ***********************************************************************
 ES1122  DESIGNATION -  2LC
 ES1122  PID         -  ES1122
 ES1122  STATE/COUNTY-  AZ/COCONINO
 ES1122  USGS QUAD   -  WEST SUNSET MOUNTAIN (1986)
 ES1122
 ES1122                         *CURRENT SURVEY CONTROL
 ES1122  ___________________________________________________________________
 ES1122* NAD 83(1992)-  34 53 01.75529(N)    110 52 54.29930(W)     ADJUSTED  
 ES1122* NAVD 88     -      1685.98   (+/-2cm)    5531.4    (feet)  VERTCON   
 ES1122  ___________________________________________________________________
 ES1122  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 ES1122  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ES1122  HORZ ORDER  -  SECOND
 ES1122  VERT ORDER  -  THIRD ? (See Below)
 ES1122
 ES1122.The horizontal coordinates were established by classical geodetic methods
 ES1122.and adjusted by the National Geodetic Survey in August 1993.
 ES1122
 ES1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1122.The vertical order pertains to the NGVD 29 superseded value.
 ES1122
 ES1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1122
 ES1122.The geoid height was determined by GEOID03.
 ES1122
 ES1122;                    North         East     Units Scale Factor Converg.
 ES1122;SPC AZ C     -   431,175.317   307,961.339   MT  1.00001027   +0 35 30.9
 ES1122;SPC AZ C     - 1,414,617.18  1,010,371.85   iFT  1.00001027   +0 35 30.9
 ES1122;UTM  12      - 3,860,165.746   510,805.758   MT  0.99960144   +0 04 03.5
 ES1122
 ES1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1122!SPC AZ C     -   0.99973919  x   1.00001027  =   0.99974946
 ES1122!UTM  12      -   0.99973919  x   0.99960144  =   0.99934074
 ES1122
 ES1122|---------------------------------------------------------------------|
 ES1122| PID    Reference Object                     Distance      Geod. Az  |
 ES1122|                                                           dddmmss.s |
 ES1122| CD1654 2LC RM 2                              8.009 METERS 06200     |
 ES1122| ES1118 PASS                                APPROX. 2.7 KM 2312927.4 |
 ES1122| CD1653 2LC RM 1                              5.803 METERS 33254     |
 ES1122|---------------------------------------------------------------------|
 ES1122
 ES1122                          SUPERSEDED SURVEY CONTROL
 ES1122
 ES1122  NAD 83(1986)-  34 53 01.74903(N)    110 52 54.30160(W) AD(       ) 2
 ES1122  NAD 27      -  34 53 01.66608(N)    110 52 51.81282(W) AD(       ) 2
 ES1122  NGVD 29 (07/19/86) 1685.15   (m)         5528.7    (f) LEVELING    3  
 ES1122
 ES1122.Superseded values are not recommended for survey control.
 ES1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1122.See file dsdata.txt to determine how the superseded data were derived.
 ES1122
 ES1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1080660166(NAD 83)
 ES1122_MARKER: DS = TRIANGULATION STATION DISK
 ES1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1122+STABILITY: SURFACE MOTION
 ES1122
 ES1122  HISTORY     - Date     Condition        Report By
 ES1122  HISTORY     - 1955     MONUMENTED       USGS
 ES1122  HISTORY     - 1979     GOOD             AZDT
 ES1122  HISTORY     - 1981     GOOD             AZDT
 ES1122
 ES1122                          STATION DESCRIPTION
 ES1122
 ES1122'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 ES1122'LOCATED ABOUT 15 MI SW. OF WINSLOW, 300 FT NW. OF STATE HWY. 65,
 ES1122'ON SMALL KNOLL.
 ES1122'
 ES1122'TO REACH FROM INTERSECTION OF SECOND STREET AND STATE HWY. 65 IN
 ES1122'WINSLOW, DRIVE 14.7 MI SW. ON STATE HWY. 65 TO CREST OF RD. AND
 ES1122'SMALL KNOLL ON RIGHT, ABOUT 300 FT. NW. OF CENTER OF HWY. AND
 ES1122'ABOUT 4 FT. LOWER THAN HIGHEST PART OF KNOLL TO N.
 ES1122'
 ES1122'STATION MARK--STANDARD TABLET STAMPED---2 LC 1955---, SET IN
 ES1122'CONCRETE POST ABOUT 1 FT. ABOVE GROUND.
 ES1122'
 ES1122'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, SET IN CONCRETE
 ES1122'POST FLUSH WITH GROUND.
 ES1122'
 ES1122'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, SET IN CONCRETE
 ES1122'POST FLUSH WITH GROUND.
 ES1122
 ES1122                          STATION RECOVERY (1979)
 ES1122
 ES1122'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1122'THE STATION IS LOCATED 14 AIRLINE MILES SOUTHWEST OF WINSLOW AND 3
 ES1122'MILES NORTHEAST OF SUNSET PASS ALONG SR 87.
 ES1122'
 ES1122'THE STATION MARK IS A STD USGS BC SET IN CONCRETE POST STAMPED---5528
 ES1122'FT. 2LC 1955---.  FOUND IN GOOD CONDITION.
 ES1122'
 ES1122'REFERENCE MARK NO. 1 IS A STD. USGS RM BC SET IN A CONCRETE POST
 ES1122'STAMPED---NO 1 1955---.  LOOSE TO A KICK.  19.02 FT WNW OF STATION.
 ES1122'
 ES1122'REFERENCE MARK NO. 2 IS A STD. USGS RM BC SET IN A CONCRETE POST
 ES1122'STAMPED---NO 2 1955---.  FOUND IN GOOD CONDITION.  26.28 FT ENE OF
 ES1122'STATION.
 ES1122'
 ES1122'AZIMUTH MARK WAS NOT SEARCHED FOR.
 ES1122'
 ES1122'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR 14.
 ES1122'7 MILES TO A CREST ON THE HIGHWAY AND A SMALL KNOLL ON THE RIGHT.  THE
 ES1122'STATION IS ABOUT 300 FT NW OF THE CENTERLINE OF THE HWY AND ABOUT 4 FT
 ES1122'LOWER THAN THE HIGHEST PART OF THE KNOLL TO THE NORTH.  A 5 MIN. PACK.
 ES1122
 ES1122                          STATION RECOVERY (1981)
 ES1122
 ES1122'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1122'THE STATION WAS RECOVERED AS DESCRIBED IN AZDT PROJECT A9 1980
 ES1122'WINSLOW-INDIAN RESERVATION LINE TRAVERSE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3783 ***********************************************************************
 AJ3783  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3783  DESIGNATION -  2MB2
 AJ3783  PID         -  AJ3783
 AJ3783  STATE/COUNTY-  AZ/MARICOPA
 AJ3783  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3783
 AJ3783                         *CURRENT SURVEY CONTROL
 AJ3783  ___________________________________________________________________
 AJ3783* NAD 83(2007)-  32 50 35.19895(N)    112 16 02.39568(W)     ADJUSTED  
 AJ3783* NAVD 88     -       529.94   (meters)    1738.6    (feet)  GPS OBS   
 AJ3783  ___________________________________________________________________
 AJ3783  EPOCH DATE  -        2007.00
 AJ3783  X           -  -2,032,705.812 (meters)                     COMP
 AJ3783  Y           -  -4,964,309.242 (meters)                     COMP
 AJ3783  Z           -   3,439,624.060 (meters)                     COMP
 AJ3783  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AJ3783  ELLIP HEIGHT-         499.347 (meters)          (02/10/07) ADJUSTED
 AJ3783  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AJ3783
 AJ3783  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3783  Type    PID    Designation                      North   East  Ellip
 AJ3783  -------------------------------------------------------------------
 AJ3783  NETWORK AJ3783 2MB2                              0.61   0.51   0.98
 AJ3783  -------------------------------------------------------------------
 AJ3783
 AJ3783.The horizontal coordinates were established by GPS observations
 AJ3783.and adjusted by the National Geodetic Survey in February 2007.
 AJ3783
 AJ3783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3783.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3783.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3783.The epoch date for horizontal control is a decimal equivalence
 AJ3783.of Year/Month/Day.
 AJ3783
 AJ3783.The orthometric height was determined by GPS observations and a
 AJ3783.high-resolution geoid model.
 AJ3783.The orthometric height was determined by GPS observations and a
 AJ3783.high-resolution geoid model using precise GPS observation and
 AJ3783.processing techniques.
 AJ3783
 AJ3783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3783
 AJ3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3783
 AJ3783.The ellipsoidal height was determined by GPS observations
 AJ3783.and is referenced to NAD 83.
 AJ3783
 AJ3783.The geoid height was determined by GEOID03.
 AJ3783
 AJ3783;                    North         East     Units Scale Factor Converg.
 AJ3783;SPC AZ C     -   204,408.270   180,534.507   MT  0.99991328   -0 11 24.7
 AJ3783;SPC AZ C     -   670,630.81    592,304.81   iFT  0.99991328   -0 11 24.7
 AJ3783;UTM  12      - 3,634,605.864   381,398.014   MT  0.99977344   -0 41 14.7
 AJ3783
 AJ3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3783!SPC AZ C     -   0.99992161  x   0.99991328  =   0.99983489
 AJ3783!UTM  12      -   0.99992161  x   0.99977344  =   0.99969506
 AJ3783
 AJ3783                          SUPERSEDED SURVEY CONTROL
 AJ3783
 AJ3783  NAD 83(1992)-  32 50 35.19751(N)    112 16 02.39513(W) AD(       ) B
 AJ3783  ELLIP H (04/12/01)  499.385  (m)                       GP(       ) 3 2
 AJ3783
 AJ3783.Superseded values are not recommended for survey control.
 AJ3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3783.See file dsdata.txt to determine how the superseded data were derived.
 AJ3783
 AJ3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8139834606(NAD 83)
 AJ3783_MARKER: I = METAL ROD
 AJ3783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3783+WITH SETTING: INFORMATION.
 AJ3783_STAMPING: 2MB2 1/00
 AJ3783_MARK LOGO: MCDOT 
 AJ3783_PROJECTION: FLUSH
 AJ3783_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3783+STABILITY: POSITION/ELEVATION WELL
 AJ3783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3783+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3783_ROD/PIPE-DEPTH:  1.2 meters
 AJ3783_SLEEVE-DEPTH  :  0.8 meters
 AJ3783
 AJ3783  HISTORY     - Date     Condition        Report By
 AJ3783  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3783
 AJ3783                          STATION DESCRIPTION
 AJ3783
 AJ3783'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3783'THE STATION IS LOCATED APPROXIMATELY 42 MI (67.6 KM) SOUTHWEST OF THE
 AJ3783'CITY OF PHOENIX, 27 MI (43.5 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3783'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 15
 AJ3783'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3783'TO REACH THE STATION FROM INTERSECTION OF (EXIT 140) OF INTERSTATE 8
 AJ3783'AND FREEMAN ROAD, DRIVE EAST ON INTERSTATE FOR 3.3 MI (5.3 KM) TO THE
 AJ3783'STATION ON THE RIGHT (SOUTH) OF THE EASTBOUND LANES OF INTERSTATE 8
 AJ3783'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3783'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS
 AJ3783'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3783'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY ACCESS COVER
 AJ3783'STAMPED 2MB2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3783'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3783'STATION TIES
 AJ3783'THE STATION IS 55 FT (16.8 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 AJ3783'THE EASTBOUND LANES OF INTERSTATE 8
 AJ3783'5 FT (1.5 M) NORTH OF THE RIGHT-OF-WAY FENCE
 AJ3783'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3783'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5885 ***********************************************************************
 DJ5885  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5885  DESIGNATION -  2N
 DJ5885  PID         -  DJ5885
 DJ5885  STATE/COUNTY-  AZ/MARICOPA
 DJ5885  USGS QUAD   -  TOLLESON (1982)
 DJ5885
 DJ5885                         *CURRENT SURVEY CONTROL
 DJ5885  ___________________________________________________________________
 DJ5885* NAD 83(2007)-  33 28 43.66259(N)    112 20 27.38813(W)     ADJUSTED  
 DJ5885* NAVD 88     -       308.70   (meters)    1012.8    (feet)  GPS OBS   
 DJ5885  ___________________________________________________________________
 DJ5885  EPOCH DATE  -        2007.00
 DJ5885  X           -  -2,024,351.831 (meters)                     COMP
 DJ5885  Y           -  -4,925,851.095 (meters)                     COMP
 DJ5885  Z           -   3,498,526.350 (meters)                     COMP
 DJ5885  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DJ5885  ELLIP HEIGHT-         278.295 (meters)          (03/21/07) ADJUSTED
 DJ5885  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DJ5885  HORZ ORDER  -  FIRST
 DJ5885  ELLP ORDER  -  FOURTH    CLASS I
 DJ5885
 DJ5885.The horizontal coordinates were established by GPS observations
 DJ5885.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5885
 DJ5885.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5885.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5885.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5885.The epoch date for horizontal control is a decimal equivalence
 DJ5885.of Year/Month/Day.
 DJ5885
 DJ5885.The orthometric height was determined by GPS observations and a
 DJ5885.high-resolution geoid model.
 DJ5885.The orthometric height was determined by GPS observations and a
 DJ5885.high-resolution geoid model using precise GPS observation and
 DJ5885.processing techniques.
 DJ5885
 DJ5885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5885
 DJ5885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5885
 DJ5885.The ellipsoidal height was determined by GPS observations
 DJ5885.and is referenced to NAD 83.
 DJ5885
 DJ5885.The geoid height was determined by GEOID03.
 DJ5885
 DJ5885;                    North         East     Units Scale Factor Converg.
 DJ5885;SPC AZ C     -   274,929.328   173,929.528   MT  0.99991916   -0 14 02.6
 DJ5885;SPC AZ C     -   901,999.11    570,634.93   iFT  0.99991916   -0 14 02.6
 DJ5885;UTM  12      - 3,705,172.587   375,411.331   MT  0.99979137   -0 44 23.3
 DJ5885
 DJ5885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5885!SPC AZ C     -   0.99995631  x   0.99991916  =   0.99987548
 DJ5885!UTM  12      -   0.99995631  x   0.99979137  =   0.99974769
 DJ5885
 DJ5885                          SUPERSEDED SURVEY CONTROL
 DJ5885
 DJ5885.No superseded survey control is available for this station.
 DJ5885
 DJ5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7541105173(NAD 83)
 DJ5885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5885_STAMPING: NO STAMPING
 DJ5885_MARK LOGO: AZ-013
 DJ5885_PROJECTION: RECESSED 15 CENTIMETERS
 DJ5885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5885+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5885
 DJ5885  HISTORY     - Date     Condition        Report By
 DJ5885  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5885  HISTORY     - 20061101 GOOD             EVANS
 DJ5885
 DJ5885                          STATION DESCRIPTION
 DJ5885
 DJ5885'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5885'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5885'ON DYSART ROAD 2.32KM TO THOMAS ROAD.  STATION IS A MARICOPA COUNTY
 DJ5885'HIGHWAY DEPARTMENT BRASS DISK, NO STAMPING, IN A CONCRETE POST IN A
 DJ5885'HAND HOLE, RECESSED 15CM, FOUND AT THE INTERSECTION OF DYSART ROAD AND
 DJ5885'THOMAS ROAD. (GDACS CORNER 30625-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3789 ***********************************************************************
 AJ3789  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3789  DESIGNATION -  2NA2
 AJ3789  PID         -  AJ3789
 AJ3789  STATE/COUNTY-  AZ/MARICOPA
 AJ3789  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3789
 AJ3789                         *CURRENT SURVEY CONTROL
 AJ3789  ___________________________________________________________________
 AJ3789* NAD 83(2007)-  32 49 03.79228(N)    112 17 00.80530(W)     ADJUSTED  
 AJ3789* NAVD 88     -       560.07   (meters)    1837.5    (feet)  GPS OBS   
 AJ3789  ___________________________________________________________________
 AJ3789  EPOCH DATE  -        2007.00
 AJ3789  X           -  -2,034,700.047 (meters)                     COMP
 AJ3789  Y           -  -4,965,169.595 (meters)                     COMP
 AJ3789  Z           -   3,437,274.090 (meters)                     COMP
 AJ3789  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AJ3789  ELLIP HEIGHT-         529.481 (meters)          (02/10/07) ADJUSTED
 AJ3789  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AJ3789
 AJ3789  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3789  Type    PID    Designation                      North   East  Ellip
 AJ3789  -------------------------------------------------------------------
 AJ3789  NETWORK AJ3789 2NA2                              0.61   0.55   1.00
 AJ3789  -------------------------------------------------------------------
 AJ3789
 AJ3789.The horizontal coordinates were established by GPS observations
 AJ3789.and adjusted by the National Geodetic Survey in February 2007.
 AJ3789
 AJ3789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3789.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3789.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3789.The epoch date for horizontal control is a decimal equivalence
 AJ3789.of Year/Month/Day.
 AJ3789
 AJ3789.The orthometric height was determined by GPS observations and a
 AJ3789.high-resolution geoid model.
 AJ3789.The orthometric height was determined by GPS observations and a
 AJ3789.high-resolution geoid model using precise GPS observation and
 AJ3789.processing techniques.
 AJ3789
 AJ3789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3789
 AJ3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3789
 AJ3789.The ellipsoidal height was determined by GPS observations
 AJ3789.and is referenced to NAD 83.
 AJ3789
 AJ3789.The geoid height was determined by GEOID03.
 AJ3789
 AJ3789;                    North         East     Units Scale Factor Converg.
 AJ3789;SPC AZ C     -   201,597.816   179,005.925   MT  0.99991455   -0 11 55.8
 AJ3789;SPC AZ C     -   661,410.16    587,289.78   iFT  0.99991455   -0 11 55.8
 AJ3789;UTM  12      - 3,631,809.163   379,845.323   MT  0.99977802   -0 41 44.6
 AJ3789
 AJ3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3789!SPC AZ C     -   0.99991688  x   0.99991455  =   0.99983143
 AJ3789!UTM  12      -   0.99991688  x   0.99977802  =   0.99969491
 AJ3789
 AJ3789                          SUPERSEDED SURVEY CONTROL
 AJ3789
 AJ3789  NAD 83(1992)-  32 49 03.79089(N)    112 17 00.80477(W) AD(       ) B
 AJ3789  ELLIP H (04/12/01)  529.519  (m)                       GP(       ) 3 2
 AJ3789
 AJ3789.Superseded values are not recommended for survey control.
 AJ3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3789.See file dsdata.txt to determine how the superseded data were derived.
 AJ3789
 AJ3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7984531809(NAD 83)
 AJ3789_MARKER: I = METAL ROD
 AJ3789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3789_STAMPING: 2NA2 2000
 AJ3789_MARK LOGO: MCDOT 
 AJ3789_PROJECTION: FLUSH
 AJ3789_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3789+STABILITY: POSITION/ELEVATION WELL
 AJ3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3789+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3789_ROD/PIPE-DEPTH:  3.0 meters
 AJ3789_SLEEVE-DEPTH  :  0.8 meters
 AJ3789
 AJ3789  HISTORY     - Date     Condition        Report By
 AJ3789  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3789
 AJ3789                          STATION DESCRIPTION
 AJ3789
 AJ3789'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3789'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3789'CITY OF PHOENIX, 27 MI (43.5 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3789'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 17
 AJ3789'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3789'TO REACH THE STATION FROM THE OFF-RAMP OF THE WESTBOUND LANES AT THE
 AJ3789'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3789'VEKOL ROAD, PASSING OVER THE WEST AND EASTBOUND LANES OF INTERSTATE 8,
 AJ3789'THENCE DRIVE ON VEKOL ROAD AS IT BENDS TO THE WEST TO A POINT JUST
 AJ3789'BEFORE THE RAMPS FOR THE EASTBOUND LANES, THENCE TURN LEFT ONTO THE
 AJ3789'CONTINUATION OF VEKOL ROAD AND DRIVE SOUTH FOR 2.1 MI (3.4 KM) TO A
 AJ3789'FORK IN THE ROAD AND THE END OF PAVEMENT, THENCE TAKE THE RIGHT FORK
 AJ3789'FOR 0.23 MI, (0.37 KM) PASSING A WOODEN SIGN FOR THE TABLE TOP
 AJ3789'TRAILHEAD ON THE RIGHT (WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED
 AJ3789'ON A ROCK ON THE LEFT (EAST) SIDE OF THE ROAD, TO THE INTERSECTION
 AJ3789'WITH ANOTHER DIRT TRAIL NEAR STATION 2NB2, THENCE TURN RIGHT (WEST)
 AJ3789'ONTO THIS TRAIL AND DRIVE FOR 1.9 MI (3.1 KM) TO THE STATION ON THE
 AJ3789'RIGHT (NORTH) SIDE OF THE TRAIL, BEFORE A WATER TANK
 AJ3789'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3789'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3789'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3789'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3789'STAMPED 2NA2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3789'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3789'STATION TIES
 AJ3789'THE STATION IS APPROXIMATELY 25 FT (7.6 M) NORTH OF THE CENTERLINE OF
 AJ3789'THE ROAD
 AJ3789'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3789'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3790 ***********************************************************************
 AJ3790  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3790  DESIGNATION -  2NB2
 AJ3790  PID         -  AJ3790
 AJ3790  STATE/COUNTY-  AZ/MARICOPA
 AJ3790  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3790
 AJ3790                         *CURRENT SURVEY CONTROL
 AJ3790  ___________________________________________________________________
 AJ3790* NAD 83(2007)-  32 48 33.03912(N)    112 15 12.22189(W)     ADJUSTED  
 AJ3790* NAVD 88     -       551.95   (meters)    1810.9    (feet)  GPS OBS   
 AJ3790  ___________________________________________________________________
 AJ3790  EPOCH DATE  -        2007.00
 AJ3790  X           -  -2,032,277.825 (meters)                     COMP
 AJ3790  Y           -  -4,966,708.919 (meters)                     COMP
 AJ3790  Z           -   3,436,473.421 (meters)                     COMP
 AJ3790  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3790  ELLIP HEIGHT-         521.381 (meters)          (02/10/07) ADJUSTED
 AJ3790  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AJ3790
 AJ3790  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3790  Type    PID    Designation                      North   East  Ellip
 AJ3790  -------------------------------------------------------------------
 AJ3790  NETWORK AJ3790 2NB2                              0.69   0.67   1.14
 AJ3790  -------------------------------------------------------------------
 AJ3790
 AJ3790.The horizontal coordinates were established by GPS observations
 AJ3790.and adjusted by the National Geodetic Survey in February 2007.
 AJ3790
 AJ3790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3790.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3790.The epoch date for horizontal control is a decimal equivalence
 AJ3790.of Year/Month/Day.
 AJ3790
 AJ3790.The orthometric height was determined by GPS observations and a
 AJ3790.high-resolution geoid model.
 AJ3790.The orthometric height was determined by GPS observations and a
 AJ3790.high-resolution geoid model using precise GPS observation and
 AJ3790.processing techniques.
 AJ3790
 AJ3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3790
 AJ3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3790
 AJ3790.The ellipsoidal height was determined by GPS observations
 AJ3790.and is referenced to NAD 83.
 AJ3790
 AJ3790.The geoid height was determined by GEOID03.
 AJ3790
 AJ3790;                    North         East     Units Scale Factor Converg.
 AJ3790;SPC AZ C     -   200,641.127   181,827.171   MT  0.99991226   -0 10 56.8
 AJ3790;SPC AZ C     -   658,271.41    596,545.84   iFT  0.99991226   -0 10 56.8
 AJ3790;UTM  12      - 3,630,828.183   382,657.775   MT  0.99976978   -0 40 45.2
 AJ3790
 AJ3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3790!SPC AZ C     -   0.99991815  x   0.99991226  =   0.99983041
 AJ3790!UTM  12      -   0.99991815  x   0.99976978  =   0.99968795
 AJ3790
 AJ3790                          SUPERSEDED SURVEY CONTROL
 AJ3790
 AJ3790  NAD 83(1992)-  32 48 33.03773(N)    112 15 12.22134(W) AD(       ) B
 AJ3790  ELLIP H (04/12/01)  521.419  (m)                       GP(       ) 3 2
 AJ3790
 AJ3790.Superseded values are not recommended for survey control.
 AJ3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3790.See file dsdata.txt to determine how the superseded data were derived.
 AJ3790
 AJ3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8265830828(NAD 83)
 AJ3790_MARKER: I = METAL ROD
 AJ3790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3790_STAMPING: 2NB2 1 00
 AJ3790_MARK LOGO: MCDOT 
 AJ3790_PROJECTION: FLUSH
 AJ3790_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3790+STABILITY: POSITION/ELEVATION WELL
 AJ3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3790+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3790_ROD/PIPE-DEPTH:  5.5 meters
 AJ3790_SLEEVE-DEPTH  :  0.8 meters
 AJ3790
 AJ3790  HISTORY     - Date     Condition        Report By
 AJ3790  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3790
 AJ3790                          STATION DESCRIPTION
 AJ3790
 AJ3790'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3790'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3790'CITY OF PHOENIX, 28.5 MI (45.9 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3790'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 22
 AJ3790'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3790'TO REACH THE STATION FROM THE OFF-RAMP OF THE WESTBOUND LANES AT THE
 AJ3790'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3790'VEKOL ROAD, PASSING OVER THE WEST AND EASTBOUND LANES OF INTERSTATE 8,
 AJ3790'THENCE DRIVE ON VEKOL ROAD AS IT BENDS TO THE WEST TO A POINT JUST
 AJ3790'BEFORE THE RAMPS FOR THE EASTBOUND LANES, THENCE TURN LEFT ONTO THE
 AJ3790'CONTINUATION OF VEKOL ROAD AND DRIVE SOUTH FOR 2.1 MI (3.4 KM) TO THE
 AJ3790'END OF PAVEMENT AND A FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK FOR
 AJ3790'0.23 MI, (0.37 KM) PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD
 AJ3790'ON THE RIGHT (WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK
 AJ3790'ON THE LEFT (EAST) SIDE OF THE ROAD, TO THE INTERSECTION WITH ANOTHER
 AJ3790'DIRT ROAD RIGHT AND THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3790'JUST NORTH OF THE INTERSECTING ROAD
 AJ3790'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3790'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS
 AJ3790'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3790'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3790'STAMPED 2NB2 1 00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3790'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3790'STATION TIES
 AJ3790'THE STATION IS APPROXIMATELY 50 FT (15.2 M) NORTH OF THE CENTERLINE OF
 AJ3790'THE EAST-WEST ROAD
 AJ3790'50 FT (15.2 M) WEST OF THE NORTH-SOUTH ROAD
 AJ3790'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3790'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3791 ***********************************************************************
 AJ3791  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3791  DESIGNATION -  2NC2
 AJ3791  PID         -  AJ3791
 AJ3791  STATE/COUNTY-  AZ/MARICOPA
 AJ3791  USGS QUAD   -  ANTELOPE PEAK (1981)
 AJ3791
 AJ3791                         *CURRENT SURVEY CONTROL
 AJ3791  ___________________________________________________________________
 AJ3791* NAD 83(2007)-  32 48 14.69130(N)    112 13 12.67432(W)     ADJUSTED  
 AJ3791* NAVD 88     -       584.81   (meters)    1918.7    (feet)  GPS OBS   
 AJ3791  ___________________________________________________________________
 AJ3791  EPOCH DATE  -        2007.00
 AJ3791  X           -  -2,029,525.142 (meters)                     COMP
 AJ3791  Y           -  -4,968,195.080 (meters)                     COMP
 AJ3791  Z           -   3,436,016.138 (meters)                     COMP
 AJ3791  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AJ3791  ELLIP HEIGHT-         554.284 (meters)          (02/10/07) ADJUSTED
 AJ3791  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AJ3791
 AJ3791  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3791  Type    PID    Designation                      North   East  Ellip
 AJ3791  -------------------------------------------------------------------
 AJ3791  NETWORK AJ3791 2NC2                              0.71   0.73   1.18
 AJ3791  -------------------------------------------------------------------
 AJ3791
 AJ3791.The horizontal coordinates were established by GPS observations
 AJ3791.and adjusted by the National Geodetic Survey in February 2007.
 AJ3791
 AJ3791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3791.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3791.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3791.The epoch date for horizontal control is a decimal equivalence
 AJ3791.of Year/Month/Day.
 AJ3791
 AJ3791.The orthometric height was determined by GPS observations and a
 AJ3791.high-resolution geoid model.
 AJ3791.The orthometric height was determined by GPS observations and a
 AJ3791.high-resolution geoid model using precise GPS observation and
 AJ3791.processing techniques.
 AJ3791
 AJ3791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3791
 AJ3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3791
 AJ3791.The ellipsoidal height was determined by GPS observations
 AJ3791.and is referenced to NAD 83.
 AJ3791
 AJ3791.The geoid height was determined by GEOID03.
 AJ3791
 AJ3791;                    North         East     Units Scale Factor Converg.
 AJ3791;SPC AZ C     -   200,066.546   184,935.283   MT  0.99990996   -0 09 52.0
 AJ3791;SPC AZ C     -   656,386.31    606,743.05   iFT  0.99990996   -0 09 52.0
 AJ3791;UTM  12      - 3,630,226.766   385,760.337   MT  0.99976092   -0 39 40.1
 AJ3791
 AJ3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3791!SPC AZ C     -   0.99991298  x   0.99990996  =   0.99982295
 AJ3791!UTM  12      -   0.99991298  x   0.99976092  =   0.99967392
 AJ3791
 AJ3791                          SUPERSEDED SURVEY CONTROL
 AJ3791
 AJ3791  NAD 83(1992)-  32 48 14.68999(N)    112 13 12.67375(W) AD(       ) B
 AJ3791  ELLIP H (04/12/01)  554.317  (m)                       GP(       ) 3 2
 AJ3791
 AJ3791.Superseded values are not recommended for survey control.
 AJ3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3791.See file dsdata.txt to determine how the superseded data were derived.
 AJ3791
 AJ3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8576030227(NAD 83)
 AJ3791_MARKER: I = METAL ROD
 AJ3791_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3791_STAMPING: 2NC2 11/99
 AJ3791_MARK LOGO: MCDOT 
 AJ3791_PROJECTION: FLUSH
 AJ3791_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3791+STABILITY: POSITION/ELEVATION WELL
 AJ3791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3791+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3791_ROD/PIPE-DEPTH:  4.3 meters
 AJ3791_SLEEVE-DEPTH  :  0.8 meters
 AJ3791
 AJ3791  HISTORY     - Date     Condition        Report By
 AJ3791  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3791
 AJ3791                          STATION DESCRIPTION
 AJ3791
 AJ3791'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3791'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3791'CITY OF PHOENIX, 30 MI (48.3 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3791'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 24
 AJ3791'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3791'TO REACH THE STATION FROM THE INTERSECTION (EXIT 144) OF INTERSTATE 8
 AJ3791'AND VEKOL ROAD, DRIVE EAST ON INTERSTATE 8 FOR APPROXIMATELY 2.5 MI
 AJ3791'(4.0 KM) TO MILE POST 147, THENCE CONTINUE EAST ON INTERSTATE 8 FOR
 AJ3791'0.6 MI (1.0 KM) TO A GATE ON THE RIGHT (SOUTH) SIDE OF THE EASTBOUND
 AJ3791'LANES OF INTERSTATE 8, THENCE TURN RIGHT OFF THE INTERSTATE TO THE
 AJ3791'GATE, THENCE PASS THROUGH THE GATE AND DRIVE ON THE DIRT ROAD FOR 0.2
 AJ3791'MI (0.3 KM) TO A DIRT ROAD EAST, THENCE CONTINUE SOUTH, PASSING THIS
 AJ3791'DIRT ROAD, FOR 0.6 MI (1.0 KM) TO ANOTHER DIRT ROAD EAST, THENCE
 AJ3791'CONTINUE SOUTH, PASSING THIS ROAD, FOR 1.5 MI (2.4 KM) TO YET ANOTHER
 AJ3791'DIRT ROAD EAST, THENCE CONTINUE SOUTH, PASSING THIS DIRT ROAD, TO A
 AJ3791'FORK IN THE ROAD AND THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3791'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3791'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3791'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3791'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3791'STAMPED 2NC2 11/99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3791'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3791'STATION TIES
 AJ3791'THE STATION IS 30 FT (9.1 M) WEST OF THE Y IN THE FORK IN THE ROAD
 AJ3791'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3791'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3801 ***********************************************************************
 AJ3801  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3801  DESIGNATION -  2OA2
 AJ3801  PID         -  AJ3801
 AJ3801  STATE/COUNTY-  AZ/MARICOPA
 AJ3801  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3801
 AJ3801                         *CURRENT SURVEY CONTROL
 AJ3801  ___________________________________________________________________
 AJ3801* NAD 83(2007)-  32 45 14.11894(N)    112 18 20.22431(W)     ADJUSTED  
 AJ3801* NAVD 88     -       653.64   (meters)    2144.5    (feet)  GPS OBS   
 AJ3801  ___________________________________________________________________
 AJ3801  EPOCH DATE  -        2007.00
 AJ3801  X           -  -2,038,095.806 (meters)                     COMP
 AJ3801  Y           -  -4,968,003.518 (meters)                     COMP
 AJ3801  Z           -   3,431,376.082 (meters)                     COMP
 AJ3801  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AJ3801  ELLIP HEIGHT-         623.116 (meters)          (02/10/07) ADJUSTED
 AJ3801  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AJ3801
 AJ3801  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3801  Type    PID    Designation                      North   East  Ellip
 AJ3801  -------------------------------------------------------------------
 AJ3801  NETWORK AJ3801 2OA2                              0.82   0.76   1.33
 AJ3801  -------------------------------------------------------------------
 AJ3801
 AJ3801.The horizontal coordinates were established by GPS observations
 AJ3801.and adjusted by the National Geodetic Survey in February 2007.
 AJ3801
 AJ3801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3801.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3801.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3801.The epoch date for horizontal control is a decimal equivalence
 AJ3801.of Year/Month/Day.
 AJ3801
 AJ3801.The orthometric height was determined by GPS observations and a
 AJ3801.high-resolution geoid model.
 AJ3801.The orthometric height was determined by GPS observations and a
 AJ3801.high-resolution geoid model using precise GPS observation and
 AJ3801.processing techniques.
 AJ3801
 AJ3801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3801
 AJ3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3801
 AJ3801.The ellipsoidal height was determined by GPS observations
 AJ3801.and is referenced to NAD 83.
 AJ3801
 AJ3801.The geoid height was determined by GEOID03.
 AJ3801
 AJ3801;                    North         East     Units Scale Factor Converg.
 AJ3801;SPC AZ C     -   194,530.584   176,914.221   MT  0.99991637   -0 12 37.6
 AJ3801;SPC AZ C     -   638,223.70    580,427.23   iFT  0.99991637   -0 12 37.6
 AJ3801;UTM  12      - 3,624,761.266   377,692.751   MT  0.99978445   -0 42 23.3
 AJ3801
 AJ3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3801!SPC AZ C     -   0.99990218  x   0.99991637  =   0.99981856
 AJ3801!UTM  12      -   0.99990218  x   0.99978445  =   0.99968665
 AJ3801
 AJ3801                          SUPERSEDED SURVEY CONTROL
 AJ3801
 AJ3801  NAD 83(1992)-  32 45 14.11772(N)    112 18 20.22386(W) AD(       ) B
 AJ3801  ELLIP H (04/12/01)  623.152  (m)                       GP(       ) 3 2
 AJ3801
 AJ3801.Superseded values are not recommended for survey control.
 AJ3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3801.See file dsdata.txt to determine how the superseded data were derived.
 AJ3801
 AJ3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7769324761(NAD 83)
 AJ3801_MARKER: I = METAL ROD
 AJ3801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3801_STAMPING: 2OA2 2000
 AJ3801_MARK LOGO: MCDOT 
 AJ3801_PROJECTION: FLUSH
 AJ3801_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3801+STABILITY: POSITION/ELEVATION WELL
 AJ3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3801+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3801_ROD/PIPE-DEPTH:  4.9 meters
 AJ3801_SLEEVE-DEPTH  :  0.8 meters
 AJ3801
 AJ3801  HISTORY     - Date     Condition        Report By
 AJ3801  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3801
 AJ3801                          STATION DESCRIPTION
 AJ3801
 AJ3801'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3801'THE STATION IS LOCATED APPROXIMATELY 49 MI (78.9 KM) SOUTHWEST OF THE
 AJ3801'CITY OF PHOENIX, 27.5 MI (44.3 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3801'BEND, 45 MI (72.4 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP 7
 AJ3801'SOUTH, RANGE 1 EAST, SECTION 6
 AJ3801'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3801'TO REACH THE STATION FROM THE INTERSECTION (EXIT 140) OF INTERSTATE 8
 AJ3801'AND FREEMAN ROAD, DRIVE SOUTH ON FREEMAN ROAD, FROM THE SOUTH SIDE OF
 AJ3801'THE EASTBOUND LANES OF INTERSTATE 8, FOR 0.31 MI (0.50 KM) TO AN OLD
 AJ3801'PAVED HIGHWAY, THENCE TURN LEFT (WEST) ONTO THE OLD PAVED ROAD AND
 AJ3801'DRIVE 0.23 MI (0.37 KM) TO A ROAD LEFT, THENCE TURN LEFT (SOUTH) ONTO
 AJ3801'THE ROAD AND DRIVE FOR 0.26 MI (0.42 KM) TO A FORK IN THE ROAD, THENCE
 AJ3801'BEAR LEFT (SOUTH) AND DRIVE FOR 1.13 MI (1.82 KM) TO A FENCE LINE, BE
 AJ3801'AWARE THAT YOU ARE ENTERING THE BARRY GOLDWATER MILITARY RESERVATION
 AJ3801'AT THIS POINT, ACCESS TO THIS STATION REQUIRES PERMISSION FROM THE
 AJ3801'MILITARY RESERVATION OR THE BUREAU OF LAND MANAGEMENT PHOENIX FIELD
 AJ3801'OFFICE, THENCE FROM THE FENCE LINE DRIVE SOUTH FOR 0.4 MI (0.6 KM) TO
 AJ3801'A WASH, THENCE CONTINUE SOUTH ON THE ROAD FOR 2.18 MI (3.51 KM) TO
 AJ3801'ANOTHER FENCE LINE WITH AN OPENING AT THE ROAD, THENCE PASS THROUGH
 AJ3801'THE FENCE AND DRIVE FOR 0.75 MI (1.21 KM) TO ANOTHER WASH, THENCE PASS
 AJ3801'THROUGH THE WASH AND CONTINUE SOUTH FOR 0.37 MI (0.60 KM) THE WASH
 AJ3801'AGAIN, THENCE PASS THROUGH THE WASH AND CONTINUE SOUTH FOR 0.5 MI (0.8
 AJ3801'KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK (SOUTHEAST) AND
 AJ3801'DRIVE FOR 0.26 MI (0.42 KM) TO ANOTHER FORK IN THE ROAD, EITHER FORK
 AJ3801'WILL TAKE YOU TO THE STATION, TAKE THE LEFT FORK (EAST) AND DRIVE FOR
 AJ3801'0.61 MI (0.98 KM) TO A DIRT DIKE, THENCE PASS THROUGH THE EMBANKMENTS
 AJ3801'AND CONTINUE, IN A SOUTHERLY DIRECTION FROM THE EAST END OF THE DIKE,
 AJ3801'FOR 0.8 MI (1.3 KM) TO A POINT WHERE THE ALTERNATE ROUTE JOINS THE
 AJ3801'ROAD YOU ARE ON, THENCE CONTINUE SOUTH FOR 0.15 MI (0.24 KM) TO THE
 AJ3801'STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3801'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3801'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS
 AJ3801'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3801'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3801'STAMPED 20A2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3801'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3801'STATION TIES
 AJ3801'THE STATION IS 62 FT (18.9 M) SOUTHEAST OF A MILITARY WARNING SIGN
 AJ3801'15 FT (4.6 M) EAST OF THE EAST EDGE OF THE ROAD
 AJ3801'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3801'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3788 ***********************************************************************
 AJ3788  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3788  DESIGNATION -  2OB2
 AJ3788  PID         -  AJ3788
 AJ3788  STATE/COUNTY-  AZ/MARICOPA
 AJ3788  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3788
 AJ3788                         *CURRENT SURVEY CONTROL
 AJ3788  ___________________________________________________________________
 AJ3788* NAD 83(2007)-  32 46 32.36218(N)    112 15 31.40030(W)     ADJUSTED  
 AJ3788* NAVD 88     -       587.88   (meters)    1928.7    (feet)  GPS OBS   
 AJ3788  ___________________________________________________________________
 AJ3788  EPOCH DATE  -        2007.00
 AJ3788  X           -  -2,033,513.796 (meters)                     COMP
 AJ3788  Y           -  -4,968,411.455 (meters)                     COMP
 AJ3788  Z           -   3,433,367.524 (meters)                     COMP
 AJ3788  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AJ3788  ELLIP HEIGHT-         557.348 (meters)          (02/10/07) ADJUSTED
 AJ3788  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AJ3788
 AJ3788  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3788  Type    PID    Designation                      North   East  Ellip
 AJ3788  -------------------------------------------------------------------
 AJ3788  NETWORK AJ3788 2OB2                              0.71   0.69   1.18
 AJ3788  -------------------------------------------------------------------
 AJ3788
 AJ3788.The horizontal coordinates were established by GPS observations
 AJ3788.and adjusted by the National Geodetic Survey in February 2007.
 AJ3788
 AJ3788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3788.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3788.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3788.The epoch date for horizontal control is a decimal equivalence
 AJ3788.of Year/Month/Day.
 AJ3788
 AJ3788.The orthometric height was determined by GPS observations and a
 AJ3788.high-resolution geoid model.
 AJ3788.The orthometric height was determined by GPS observations and a
 AJ3788.high-resolution geoid model using precise GPS observation and
 AJ3788.processing techniques.
 AJ3788
 AJ3788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3788
 AJ3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3788
 AJ3788.The ellipsoidal height was determined by GPS observations
 AJ3788.and is referenced to NAD 83.
 AJ3788
 AJ3788.The geoid height was determined by GEOID03.
 AJ3788
 AJ3788;                    North         East     Units Scale Factor Converg.
 AJ3788;SPC AZ C     -   196,925.527   181,316.272   MT  0.99991266   -0 11 06.6
 AJ3788;SPC AZ C     -   646,081.13    594,869.66   iFT  0.99991266   -0 11 06.6
 AJ3788;UTM  12      - 3,627,117.676   382,114.773   MT  0.99977136   -0 40 53.4
 AJ3788
 AJ3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3788!SPC AZ C     -   0.99991250  x   0.99991266  =   0.99982517
 AJ3788!UTM  12      -   0.99991250  x   0.99977136  =   0.99968388
 AJ3788
 AJ3788                          SUPERSEDED SURVEY CONTROL
 AJ3788
 AJ3788  NAD 83(1992)-  32 46 32.36087(N)    112 15 31.39978(W) AD(       ) B
 AJ3788  ELLIP H (04/12/01)  557.384  (m)                       GP(       ) 3 2
 AJ3788
 AJ3788.Superseded values are not recommended for survey control.
 AJ3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3788.See file dsdata.txt to determine how the superseded data were derived.
 AJ3788
 AJ3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8211527118(NAD 83)
 AJ3788_MARKER: I = METAL ROD
 AJ3788_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3788+WITH SETTING: INFORMATION.
 AJ3788_STAMPING: 2OB2 1 00
 AJ3788_MARK LOGO: MCDOT 
 AJ3788_PROJECTION: FLUSH
 AJ3788_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3788+STABILITY: POSITION/ELEVATION WELL
 AJ3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3788+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3788_ROD/PIPE-DEPTH:  2.4 meters
 AJ3788_SLEEVE-DEPTH  :  0.8 meters
 AJ3788
 AJ3788  HISTORY     - Date     Condition        Report By
 AJ3788  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3788
 AJ3788                          STATION DESCRIPTION
 AJ3788
 AJ3788'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3788'THE STATION IS LOCATED APPROXIMATELY 47 MI (75.6 KM) SOUTHWEST OF THE
 AJ3788'CITY OF PHOENIX, 29 MI (46.7 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3788'BEND, TOWNSHIP 7 SOUTH, RANGE 1 EAST, SECTION 34
 AJ3788'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3788'TO REACH THE STATION FROM THE OFF RAMP OF THE EASTBOUND LANES AT THE
 AJ3788'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3788'VEKOL ROAD, WHICH BECOMES A DIRT ROAD, FOR 2.1 MI (3.4 KM) TO A FORK
 AJ3788'IN THE ROAD, THENCE TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE
 AJ3788'ROAD, PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON THE RIGHT
 AJ3788'(WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK ON THE LEFT
 AJ3788'(EAST) SIDE OF THE ROAD, FOR 0.23 MI (0.37 KM) TO THE INTERSECTION
 AJ3788'WITH ANOTHER DIRT ROAD, THENCE CONTINUE SOUTH ON VEKOL ROAD FOR 2.35
 AJ3788'MI (3.78 KM) TO THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3788'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3788'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3788'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3788'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3788'STAMPED 2OB2 1 00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3788'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3788'STATION TIES
 AJ3788'THE STATION IS 30 FT (9.1 M) WEST OF THE CENTERLINE OF THE ROAD
 AJ3788'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3788'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3786 ***********************************************************************
 AJ3786  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3786  DESIGNATION -  2PB2
 AJ3786  PID         -  AJ3786
 AJ3786  STATE/COUNTY-  AZ/MARICOPA
 AJ3786  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3786
 AJ3786                         *CURRENT SURVEY CONTROL
 AJ3786  ___________________________________________________________________
 AJ3786* NAD 83(2007)-  32 44 20.30807(N)    112 14 11.54374(W)     ADJUSTED  
 AJ3786* NAVD 88     -       595.70   (meters)    1954.4    (feet)  GPS OBS   
 AJ3786  ___________________________________________________________________
 AJ3786  EPOCH DATE  -        2007.00
 AJ3786  X           -  -2,032,425.639 (meters)                     COMP
 AJ3786  Y           -  -4,971,242.079 (meters)                     COMP
 AJ3786  Z           -   3,429,950.395 (meters)                     COMP
 AJ3786  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AJ3786  ELLIP HEIGHT-         565.191 (meters)          (02/10/07) ADJUSTED
 AJ3786  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3786
 AJ3786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3786  Type    PID    Designation                      North   East  Ellip
 AJ3786  -------------------------------------------------------------------
 AJ3786  NETWORK AJ3786 2PB2                              0.74   0.71   1.25
 AJ3786  -------------------------------------------------------------------
 AJ3786
 AJ3786.The horizontal coordinates were established by GPS observations
 AJ3786.and adjusted by the National Geodetic Survey in February 2007.
 AJ3786
 AJ3786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3786.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3786.The epoch date for horizontal control is a decimal equivalence
 AJ3786.of Year/Month/Day.
 AJ3786
 AJ3786.The orthometric height was determined by GPS observations and a
 AJ3786.high-resolution geoid model.
 AJ3786.The orthometric height was determined by GPS observations and a
 AJ3786.high-resolution geoid model using precise GPS observation and
 AJ3786.processing techniques.
 AJ3786
 AJ3786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3786
 AJ3786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3786
 AJ3786.The ellipsoidal height was determined by GPS observations
 AJ3786.and is referenced to NAD 83.
 AJ3786
 AJ3786.The geoid height was determined by GEOID03.
 AJ3786
 AJ3786;                    North         East     Units Scale Factor Converg.
 AJ3786;SPC AZ C     -   192,851.403   183,382.036   MT  0.99991108   -0 10 22.8
 AJ3786;SPC AZ C     -   632,714.58    601,647.10   iFT  0.99991108   -0 10 22.8
 AJ3786;UTM  12      - 3,623,026.407   384,144.895   MT  0.99976551   -0 40 07.7
 AJ3786
 AJ3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3786!SPC AZ C     -   0.99991127  x   0.99991108  =   0.99982236
 AJ3786!UTM  12      -   0.99991127  x   0.99976551  =   0.99967680
 AJ3786
 AJ3786                          SUPERSEDED SURVEY CONTROL
 AJ3786
 AJ3786  NAD 83(1992)-  32 44 20.30681(N)    112 14 11.54321(W) AD(       ) B
 AJ3786  ELLIP H (04/12/01)  565.226  (m)                       GP(       ) 3 2
 AJ3786
 AJ3786.Superseded values are not recommended for survey control.
 AJ3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3786.See file dsdata.txt to determine how the superseded data were derived.
 AJ3786
 AJ3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8414523026(NAD 83)
 AJ3786_MARKER: I = METAL ROD
 AJ3786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3786_STAMPING: 2PB2 1-00
 AJ3786_MARK LOGO: MCDOT 
 AJ3786_PROJECTION: FLUSH
 AJ3786_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3786+STABILITY: POSITION/ELEVATION WELL
 AJ3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3786+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3786_ROD/PIPE-DEPTH:  3.7 meters
 AJ3786_SLEEVE-DEPTH  :  0.8 meters
 AJ3786
 AJ3786  HISTORY     - Date     Condition        Report By
 AJ3786  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3786
 AJ3786                          STATION DESCRIPTION
 AJ3786
 AJ3786'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3786'THE STATION IS LOCATED ABOUT 50 MI (80.5 KM) SOUTHWEST OF THE CITY PF
 AJ3786'PHOENIX, 32 MI (51.5 KM) SOUTHEAST OF THE TOWN OF GILA BEND, TOWNSHIP
 AJ3786'8 SOUTH, RANGE 1 EAST, SECTION 11
 AJ3786'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3786'TO REACH THE STATION FROM THE WESTBOUND OFF RAMP AT THE INTERSECTION
 AJ3786'(EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON VEKOL ROAD,
 AJ3786'PASSING OVER THE WEST AND EASTBOUND LANES OF INTERSTATE 8 TO A CATTLE
 AJ3786'GUARD AND THE CONTINUATION OF VEKOL ROAD, THENCE CONTINUE SOUTH ON
 AJ3786'VEKOL ROAD FOR 2.1 MI (3.4 KM) TO THE END OF PAVEMENT AND A FORK IN
 AJ3786'THE ROAD, THENCE TAKE THE RIGHT FORK, PASSING BETWEEN TWO SIGNS, ONE
 AJ3786'IS A ROCK ON THE LEFT (EAST) SIDE OF THE ROAD WITH VEKOL RANCH PAINTED
 AJ3786'ON IT, THE OTHER A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON THE
 AJ3786'RIGHT (WEST) SIDE OF THE ROAD, FOR 0.2 MI (0.3 KM) TO ANOTHER DIRT
 AJ3786'ROAD AND STATION 2NB2 ON THE RIGHT (WEST) SIDE OF THE ROAD, THENCE
 AJ3786'CONTINUE SOUTH ON THE ROAD FOR 2.8 MI (4.5 KM) TO A CATTLE GUARD AND
 AJ3786'FENCE LINE, THENCE CONTINUE OVER THE CATTLE GUARD FOR 2.2 MI (3.5 KM)
 AJ3786'TO A FENCE LINE WITH A SIGN INDICATING PRIVATE LAND AND THE STATION ON
 AJ3786'THE LEFT (EAST) SIDE OF THE ROAD
 AJ3786'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3786'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.7 M) STAINLESS
 AJ3786'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3786'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3786'STAMPED 2PB2 1-00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3786'GROUND, MARKED WITH A WHITE CARSONITE MARKER
 AJ3786'STATION TIES
 AJ3786'THE STATION IS 45 FT (13.7 M) NORTH OF A FENCE LINE
 AJ3786'30 FT (9.1 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3786'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3786'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3781 ***********************************************************************
 AJ3781  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3781  DESIGNATION -  2QB2
 AJ3781  PID         -  AJ3781
 AJ3781  STATE/COUNTY-  AZ/MARICOPA
 AJ3781  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3781
 AJ3781                         *CURRENT SURVEY CONTROL
 AJ3781  ___________________________________________________________________
 AJ3781* NAD 83(2007)-  32 40 48.43099(N)    112 14 45.45117(W)     ADJUSTED  
 AJ3781* NAVD 88     -       630.11   (meters)    2067.3    (feet)  GPS OBS   
 AJ3781  ___________________________________________________________________
 AJ3781  EPOCH DATE  -        2007.00
 AJ3781  X           -  -2,034,589.172 (meters)                     COMP
 AJ3781  Y           -  -4,974,199.484 (meters)                     COMP
 AJ3781  Z           -   3,424,476.555 (meters)                     COMP
 AJ3781  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AJ3781  ELLIP HEIGHT-         599.564 (meters)          (02/10/07) ADJUSTED
 AJ3781  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AJ3781
 AJ3781  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3781  Type    PID    Designation                      North   East  Ellip
 AJ3781  -------------------------------------------------------------------
 AJ3781  NETWORK AJ3781 2QB2                              0.69   0.65   1.16
 AJ3781  -------------------------------------------------------------------
 AJ3781
 AJ3781.The horizontal coordinates were established by GPS observations
 AJ3781.and adjusted by the National Geodetic Survey in February 2007.
 AJ3781
 AJ3781.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3781.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3781.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3781.The epoch date for horizontal control is a decimal equivalence
 AJ3781.of Year/Month/Day.
 AJ3781
 AJ3781.The orthometric height was determined by GPS observations and a
 AJ3781.high-resolution geoid model.
 AJ3781.The orthometric height was determined by GPS observations and a
 AJ3781.high-resolution geoid model using precise GPS observation and
 AJ3781.processing techniques.
 AJ3781
 AJ3781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3781
 AJ3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3781
 AJ3781.The ellipsoidal height was determined by GPS observations
 AJ3781.and is referenced to NAD 83.
 AJ3781
 AJ3781.The geoid height was determined by GEOID03.
 AJ3781
 AJ3781;                    North         East     Units Scale Factor Converg.
 AJ3781;SPC AZ C     -   186,327.765   182,479.056   MT  0.99991176   -0 10 40.1
 AJ3781;SPC AZ C     -   611,311.56    598,684.57   iFT  0.99991176   -0 10 40.1
 AJ3781;UTM  12      - 3,616,511.763   383,185.679   MT  0.99976826   -0 40 22.2
 AJ3781
 AJ3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3781!SPC AZ C     -   0.99990587  x   0.99991176  =   0.99981764
 AJ3781!UTM  12      -   0.99990587  x   0.99976826  =   0.99967416
 AJ3781
 AJ3781                          SUPERSEDED SURVEY CONTROL
 AJ3781
 AJ3781  NAD 83(1992)-  32 40 48.42985(N)    112 14 45.45067(W) AD(       ) B
 AJ3781  ELLIP H (04/12/01)  599.597  (m)                       GP(       ) 3 2
 AJ3781
 AJ3781.Superseded values are not recommended for survey control.
 AJ3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3781.See file dsdata.txt to determine how the superseded data were derived.
 AJ3781
 AJ3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8318616512(NAD 83)
 AJ3781_MARKER: I = METAL ROD
 AJ3781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3781_STAMPING: 2QB2 2000
 AJ3781_MARK LOGO: MCDOT 
 AJ3781_PROJECTION: FLUSH
 AJ3781_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3781+STABILITY: POSITION/ELEVATION WELL
 AJ3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3781+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 AJ3781_ROD/PIPE-DEPTH:  4.9 meters
 AJ3781_SLEEVE-DEPTH  :  0.8 meters
 AJ3781
 AJ3781  HISTORY     - Date     Condition        Report By
 AJ3781  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3781  HISTORY     - 20090206 GOOD             GEOCAC
 AJ3781
 AJ3781                          STATION DESCRIPTION
 AJ3781
 AJ3781'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3781'THE STATION IS LOCATED APPROXIMATELY 54 MI (86.9 KM) SOUTHWEST OF THE
 AJ3781'CITY OF PHOENIX, 33 MI (53.1 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3781'BEND, TOWNSHIP 9 SOUTH, RANGE 1 EAST, SECTION 3
 AJ3781'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3781'TO REACH THE STATION FROM THE OFF RAMP OF THE EASTBOUND LANES AT THE
 AJ3781'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3781'VEKOL ROAD, WHICH BECOMES A DIRT ROAD, FOR 2.1 MI (3.4 KM) TO THE END
 AJ3781'OF PAVEMENT AND A FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK,
 AJ3781'PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON THE RIGHT (WEST)
 AJ3781'SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK ON THE LEFT (EAST)
 AJ3781'SIDE OF THE ROAD, FOR 0.23 MI (0.37 KM) TO THE INTERSECTION WITH
 AJ3781'ANOTHER DIRT ROAD, THENCE CONTINUE SOUTH FOR 2.84 MI (4.57 KM) TO A
 AJ3781'CATTLE GUARD AND FENCE, THENCE CONTINUE SOUTH, PASSING OVER THE CATTLE
 AJ3781'GUARD, FOR 2.20 MI (3.54 KM) TO THE INTERSECTION WITH ANOTHER DIRT
 AJ3781'ROAD AND A FENCE LINE WITH A GATE AHEAD AND A SIGN POST INDICATING
 AJ3781'PRIVATE PROPERTY IN CLOSE PROXIMITY TO STATION 2PB2, THENCE PASS
 AJ3781'THROUGH THE GATE AND DRIVE EAST FOR 0.2 MI (0.3 KM) TO A DIRT ROAD
 AJ3781'SOUTH, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD, PASSING A LARGE
 AJ3781'STRUCTURE ON THE LEFT, AND DRIVE FOR 3.20 MI (5.15 KM) TO A DIRT ROAD
 AJ3781'LEFT (EAST) WITH A CATTLE GUARD, THENCE STAY RIGHT (SOUTHWEST) AND
 AJ3781'DRIVE FOR O.02 MI TO A FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK
 AJ3781'(THE LEFT FORK PASSES THROUGH A GATE WITH CATTLE GUARD) AND DRIVE FOR
 AJ3781'0.48 MI (0.77 KM) TO A COAST AND GEODETIC SURVEY BENCHMARK (L 310) ON
 AJ3781'THE LEFT (SOUTH) SIDE OF THE ROAD, THENCE CONTINUE ON THE DIRT ROAD
 AJ3781'FOR 1.05 MI (1.69 KM) TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE
 AJ3781'ROAD
 AJ3781'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3781'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16 FOOT (4.9 M) STAINLESS
 AJ3781'STEEL DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3781'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3781'STAMPED 2QB2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3781'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3781'STATION TIES
 AJ3781'THE STATION IS 260 FT (79.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 AJ3781'FENCE AROUND A CATTLE TANK TO THE WEST OF THE ROAD
 AJ3781'57 FT (17.4 M) SOUTHEAST OF A UNITED STATES GEOLOGICAL SURVEY BRASS
 AJ3781'DISK STAMPED 22W WF 1948, NORTH OF THE DIRT ROAD
 AJ3781'20 FT (6.1 M) SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3781'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3781'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3781
 AJ3781                          STATION RECOVERY (2009)
 AJ3781
 AJ3781'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 AJ3781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3782 ***********************************************************************
 AJ3782  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3782  DESIGNATION -  2QC2
 AJ3782  PID         -  AJ3782
 AJ3782  STATE/COUNTY-  AZ/MARICOPA
 AJ3782  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3782
 AJ3782                         *CURRENT SURVEY CONTROL
 AJ3782  ___________________________________________________________________
 AJ3782* NAD 83(2007)-  32 40 50.31064(N)    112 12 13.52787(W)     ADJUSTED  
 AJ3782* NAVD 88     -       618.29   (meters)    2028.5    (feet)  GPS OBS   
 AJ3782  ___________________________________________________________________
 AJ3782  EPOCH DATE  -        2007.00
 AJ3782  X           -  -2,030,909.324 (meters)                     COMP
 AJ3782  Y           -  -4,975,658.541 (meters)                     COMP
 AJ3782  Z           -   3,424,518.914 (meters)                     COMP
 AJ3782  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AJ3782  ELLIP HEIGHT-         587.744 (meters)          (02/10/07) ADJUSTED
 AJ3782  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AJ3782
 AJ3782  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3782  Type    PID    Designation                      North   East  Ellip
 AJ3782  -------------------------------------------------------------------
 AJ3782  NETWORK AJ3782 2QC2                              0.57   0.53   1.04
 AJ3782  -------------------------------------------------------------------
 AJ3782
 AJ3782.The horizontal coordinates were established by GPS observations
 AJ3782.and adjusted by the National Geodetic Survey in February 2007.
 AJ3782
 AJ3782.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3782.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3782.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3782.The epoch date for horizontal control is a decimal equivalence
 AJ3782.of Year/Month/Day.
 AJ3782
 AJ3782.The orthometric height was determined by GPS observations and a
 AJ3782.high-resolution geoid model.
 AJ3782.The orthometric height was determined by GPS observations and a
 AJ3782.high-resolution geoid model using precise GPS observation and
 AJ3782.processing techniques.
 AJ3782
 AJ3782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3782
 AJ3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3782
 AJ3782.The ellipsoidal height was determined by GPS observations
 AJ3782.and is referenced to NAD 83.
 AJ3782
 AJ3782.The geoid height was determined by GEOID03.
 AJ3782
 AJ3782;                    North         East     Units Scale Factor Converg.
 AJ3782;SPC AZ C     -   186,374.168   186,436.822   MT  0.99990894   -0 09 18.1
 AJ3782;SPC AZ C     -   611,463.81    611,669.36   iFT  0.99990894   -0 09 18.1
 AJ3782;UTM  12      - 3,616,523.968   387,143.114   MT  0.99975705   -0 39 00.2
 AJ3782
 AJ3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3782!SPC AZ C     -   0.99990773  x   0.99990894  =   0.99981668
 AJ3782!UTM  12      -   0.99990773  x   0.99975705  =   0.99966480
 AJ3782
 AJ3782                          SUPERSEDED SURVEY CONTROL
 AJ3782
 AJ3782  NAD 83(1992)-  32 40 50.30956(N)    112 12 13.52733(W) AD(       ) B
 AJ3782  ELLIP H (04/12/01)  587.774  (m)                       GP(       ) 3 2
 AJ3782
 AJ3782.Superseded values are not recommended for survey control.
 AJ3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3782.See file dsdata.txt to determine how the superseded data were derived.
 AJ3782
 AJ3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8714316524(NAD 83)
 AJ3782_MARKER: I = METAL ROD
 AJ3782_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3782_STAMPING: 2QC2 1999
 AJ3782_MARK LOGO: MCDOT 
 AJ3782_PROJECTION: FLUSH
 AJ3782_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3782+STABILITY: POSITION/ELEVATION WELL
 AJ3782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3782+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3782_ROD/PIPE-DEPTH:  5.5 meters
 AJ3782_SLEEVE-DEPTH  :  0.8 meters
 AJ3782
 AJ3782  HISTORY     - Date     Condition        Report By
 AJ3782  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3782
 AJ3782                          STATION DESCRIPTION
 AJ3782
 AJ3782'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3782'THE STATION IS LOCATED APPROXIMATELY 53 MI (85.3 KM) SOUTHWEST OF THE
 AJ3782'CITY OF PHOENIX, 35 MI (56.3 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3782'BEND, TOWNSHIP 9 SOUTH, RANGE 1 EAST, SECTION 1
 AJ3782'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3782'TO REACH THE STATION FROM THE INTERSECTION (EXIT 144) OF INTERSTATE 8
 AJ3782'AND VEKOL ROAD, DRIVE SOUTH ON VEKOL ROAD FOR 2.1 MI (3.4 KM) TO A
 AJ3782'FORK IN THE ROAD AND THE END OF PAVEMENT, THENCE TAKE THE RIGHT FORK
 AJ3782'AND DRIVE SOUTH, PASSING A WOODEN SIGN FOR THE TABLE TOP TRAILHEAD ON
 AJ3782'THE RIGHT (WEST) SIDE OF THE ROAD AND VEKOL RANCH PAINTED ON A ROCK ON
 AJ3782'THE LEFT (EAST) SIDE OF THE ROAD, FOR 0.23 MI (0.37 KM) TO THE
 AJ3782'INTERSECTION WITH ANOTHER DIRT ROAD, THENCE CONTINUE SOUTH ON THE DIRT
 AJ3782'ROAD FOR 2.84 MI (4.57 KM) TO A CATTLE GUARD AND FENCE, THENCE
 AJ3782'CONTINUE ON THE DIRT ROAD, PASSING OVER THE CATTLE GUARD, FOR 2.20 MI
 AJ3782'(3.54 KM) TO THE INTERSECTION WITH ANOTHER DIRT ROAD AND A FENCE LINE
 AJ3782'WITH A GATE AHEAD WITH A SIGN POST INDICATING PRIVATE PROPERTY AND
 AJ3782'STATION 2PB2 ON THE LEFT, THENCE PASS THROUGH THE GATE AND DRIVE EAST
 AJ3782'FOR 0.2O MI TO A DIRT ROAD SOUTH, THENCE TURN RIGHT (SOUTH) AND DRIVE
 AJ3782'FOR 3.2 MI (5.1 KM) TO THE INTERSECTION WITH A DIRT ROAD EAST AT A
 AJ3782'FENCE LINE WITH A CATTLE GUARD, THENCE CONTINUE SOUTH FOR 100 FT (30.5
 AJ3782'M) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND DRIVE FOR 0.21
 AJ3782'MI, (0.34 KM) PASSING OVER A CATTLE GUARD IN A FENCE LINE, TO A DIRT
 AJ3782'ROAD, THENCE CONTINUE SOUTH AND DRIVE FOR 1.7 MI (2.7 KM) TO A DIRT
 AJ3782'ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE FOR 0.6 MI
 AJ3782'(1.0 KM) TO A POINT WERE THE DIRT ROAD TURNS TO THE NORTH, THENCE
 AJ3782'FOLLOW THE ROAD NORTH FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT
 AJ3782'(WEST) SIDE OF THE ROAD
 AJ3782'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3782'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS
 AJ3782'STEEL DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3782'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3782'STAMPED 2QC2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3782'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3782'STATION TIES
 AJ3782'THE STATION IS 120 FT (36.6 M) SOUTHWEST OF A GENERAL LAND OFFICE
 AJ3782'REFERENCE MONUMENT
 AJ3782'84 FT (25.6 M) WEST SOUTHWEST OF THE GENERAL LAND OFFICE BRASS CAP (IN
 AJ3782'THE ANGLE OF THE FENCE LINE
 AJ3782'30 FT (9.1 M) WEST OF THE FENCE LINE
 AJ3782'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3782'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3785 ***********************************************************************
 AJ3785  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3785  DESIGNATION -  2RB2
 AJ3785  PID         -  AJ3785
 AJ3785  STATE/COUNTY-  AZ/MARICOPA
 AJ3785  USGS QUAD   -  LITTLE TABLE TOP (1981)
 AJ3785
 AJ3785                         *CURRENT SURVEY CONTROL
 AJ3785  ___________________________________________________________________
 AJ3785* NAD 83(2007)-  32 38 18.18461(N)    112 14 47.23878(W)     ADJUSTED  
 AJ3785* NAVD 88     -       649.90   (meters)    2132.2    (feet)  GPS OBS   
 AJ3785  ___________________________________________________________________
 AJ3785  EPOCH DATE  -        2007.00
 AJ3785  X           -  -2,035,584.260 (meters)                     COMP
 AJ3785  Y           -  -4,976,509.207 (meters)                     COMP
 AJ3785  Z           -   3,420,590.254 (meters)                     COMP
 AJ3785  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AJ3785  ELLIP HEIGHT-         619.322 (meters)          (02/10/07) ADJUSTED
 AJ3785  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AJ3785
 AJ3785  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3785  Type    PID    Designation                      North   East  Ellip
 AJ3785  -------------------------------------------------------------------
 AJ3785  NETWORK AJ3785 2RB2                              0.57   0.55   1.04
 AJ3785  -------------------------------------------------------------------
 AJ3785
 AJ3785.The horizontal coordinates were established by GPS observations
 AJ3785.and adjusted by the National Geodetic Survey in February 2007.
 AJ3785
 AJ3785.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3785.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3785.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3785.The epoch date for horizontal control is a decimal equivalence
 AJ3785.of Year/Month/Day.
 AJ3785
 AJ3785.The orthometric height was determined by GPS observations and a
 AJ3785.high-resolution geoid model.
 AJ3785.The orthometric height was determined by GPS observations and a
 AJ3785.high-resolution geoid model using precise GPS observation and
 AJ3785.processing techniques.
 AJ3785
 AJ3785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3785
 AJ3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3785
 AJ3785.The ellipsoidal height was determined by GPS observations
 AJ3785.and is referenced to NAD 83.
 AJ3785
 AJ3785.The geoid height was determined by GEOID03.
 AJ3785
 AJ3785;                    North         East     Units Scale Factor Converg.
 AJ3785;SPC AZ C     -   181,699.983   182,418.114   MT  0.99991180   -0 10 40.3
 AJ3785;SPC AZ C     -   596,128.55    598,484.63   iFT  0.99991180   -0 10 40.3
 AJ3785;UTM  12      - 3,611,885.343   383,084.794   MT  0.99976855   -0 40 20.4
 AJ3785
 AJ3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3785!SPC AZ C     -   0.99990277  x   0.99991180  =   0.99981458
 AJ3785!UTM  12      -   0.99990277  x   0.99976855  =   0.99967134
 AJ3785
 AJ3785                          SUPERSEDED SURVEY CONTROL
 AJ3785
 AJ3785  NAD 83(1992)-  32 38 18.18355(N)    112 14 47.23830(W) AD(       ) B
 AJ3785  ELLIP H (04/12/01)  619.352  (m)                       GP(       ) 3 2
 AJ3785
 AJ3785.Superseded values are not recommended for survey control.
 AJ3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3785.See file dsdata.txt to determine how the superseded data were derived.
 AJ3785
 AJ3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8308511885(NAD 83)
 AJ3785_MARKER: I = METAL ROD
 AJ3785_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3785+WITH SETTING: INFORMATION.
 AJ3785_STAMPING: 2RB2 1/00
 AJ3785_MARK LOGO: MCDOT 
 AJ3785_PROJECTION: FLUSH
 AJ3785_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3785+STABILITY: POSITION/ELEVATION WELL
 AJ3785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3785+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3785_ROD/PIPE-DEPTH:  2.4 meters
 AJ3785_SLEEVE-DEPTH  :  0.8 meters
 AJ3785
 AJ3785  HISTORY     - Date     Condition        Report By
 AJ3785  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3785
 AJ3785                          STATION DESCRIPTION
 AJ3785
 AJ3785'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3785'THE STATION IS LOCATED APPROXIMATELY 56 MI (90.1 KM) SOUTHWEST OF THE
 AJ3785'CITY OF PHOENIX, 35 MI (56.3 KM) SOUTHEAST OF THE TOWN OF GILA BEND,
 AJ3785'TOWNSHIP 9 SOUTH, RANGE 1 EAST, SECTION 15
 AJ3785'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3785'TO REACH THE STATION FROM THE OFF RAMP OF THE WESTBOUND LANES AT THE
 AJ3785'INTERSECTION (EXIT 144) OF INTERSTATE 8 AND VEKOL ROAD, DRIVE SOUTH ON
 AJ3785'VEKOL ROAD OVER THE NORTH AND SOUTHBOUND LANES OF INTERSTATE 8 FOR 0.5
 AJ3785'MI (0.8 KM) TO A CATTLE GUARD AND FENCE LINE, THENCE CONTINUE SOUTH ON
 AJ3785'VEKOL ROAD FOR 2.1 MI (3.4 KM) TO WHERE THE PAVEMENT ENDS AND A FORK
 AJ3785'IN THE ROAD, THENCE TAKE THE RIGHT FORK BETWEEN TWO SIGNS (ONE IS A
 AJ3785'ROCK ON LEFT (EAST) SIDE OF THE ROAD INDICATING VEKOL RANCH AND THE
 AJ3785'OTHER ON THE RIGHT (WEST) SIDE OF THE ROAD IS A WOODEN SIGN FOR TABLE
 AJ3785'TOP TRAILHEAD), THENCE CONTINUE SOUTH FOR 3.1 MI (5.0 KM) TO A FENCE
 AJ3785'LINE AND CATTLE GUARD, THENCE CONTINUE SOUTH OVER THE CATTLE GUARD FOR
 AJ3785'2.2 MI (3.5 KM) TO A GATE IN A FENCE LINE WITH A SIGNPOST INDICATING
 AJ3785'PRIVATE LAND, THENCE CONTINUE THROUGH THE OPEN GATE BEARING LEFT
 AJ3785'(EAST) FOR 0.2 MI (0.3 KM) TO A ROAD RIGHT (SOUTH) , THENCE TURN RIGHT
 AJ3785'AND DRIVE SOUTHERLY FOR 3.2 MI (5.1 KM) (PASSING A LARGE STRUCTURE AND
 AJ3785'PARALLELING THE FENCE LINE) TO A DIRT ROAD ON THE LEFT (WITH A CATTLE
 AJ3785'GUARD), THENCE CONTINUE DRIVING STRAIGHT SOUTHWESTERLY FOR 0.2 MI (0.3
 AJ3785'KM) TO A FORK IN THE ROAD,THENCE TAKE LEFT FORK THROUGH AN OPEN GATE
 AJ3785'AND OVER THE CATTLE GUARD FOR 0.2 MI (0.3 KM) TO A ROAD ON THE LEFT
 AJ3785'(EAST) SIDE, THENCE CONTINUE SOUTH, PASSING THIS ROAD, FOR 1.6 MI (2.6
 AJ3785'KM) TO A TRAIL ON THE RIGHT (WEST) SIDE, THENCE TAKE THIS TRAIL
 AJ3785'THROUGH A SMALL DRAIN AND DRIVE SOUTHWESTERLY FOR 1.0 MI (1.6 KM)
 AJ3785'THROUGH OPEN DESERT TO TWO METAL SHEDS ON THE LEFT AND RIGHT SIDES OF
 AJ3785'THE TRAIL, THENCE CONTINUE SOUTHWESTERLY FOR 0.35 MI (0.56 KM) TO AN
 AJ3785'OPEN FENCE LINE, THENCE CONTINUE DRIVING SOUTHWESTERLY, THROUGH THE
 AJ3785'FENCE LINE FOR 0.35 MI (0.56 KM) TO A FORK IN THE ROAD AT A CORRAL AND
 AJ3785'A LARGE DIRT DIKE, THENCE TAKE THE RIGHT (WEST) FORK AND DRIVE WEST
 AJ3785'AROUND THE NORTH SIDE OF THE ENCLOSURE FOR 0.15 MI (0.24 KM) TO A
 AJ3785'POINT WHERE THE TRAIL BENDS SOUTHERLY, THENCE CONTINUE SOUTHERLY
 AJ3785'FOLLOWING THE TRAIL AS IT BENDS TO THE WEST FOR 0.2 MI (0.3 KM) TO THE
 AJ3785'WEST END OF THE DIKE, THENCE FOLLOW THE TRAIL AS IT BENDS AROUND THE
 AJ3785'WEST END OF THE DIKE AND HEADS EAST FOR 0.20 MI (0.32 KM) TO A POINT
 AJ3785'WHERE THE TRAIL BENDS TO THE SOUTHWEST, THENCE DRIVE SOUTHWESTERLY ON
 AJ3785'THE TRAIL FOR 0.90 MI (1.45 KM) TO THE STATION ON THE LEFT (EAST) SIDE
 AJ3785'OF THE ROAD
 AJ3785'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3785'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3785'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3785'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3785'STAMPED 2RB2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3785'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3785'STATION TIES
 AJ3785'THE STATION IS APPROXIMATELY 160 FT (48.8 M) SOUTH SOUTHEAST OF THE
 AJ3785'CENTERLINE OF THE DIRT TRAIL
 AJ3785'125 FT (38.1 M) WEST OF THE CENTERLINE OF A LARGE DRAIN
 AJ3785'4.5 FT (1.4 M) WEST OF THE WHITE CARSONITE MARKER
 AJ3785'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3785'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0054 ***********************************************************************
 CZ0054  DESIGNATION -  3
 CZ0054  PID         -  CZ0054
 CZ0054  STATE/COUNTY-  AZ/PIMA
 CZ0054  USGS QUAD   -  TUCSON (1992)
 CZ0054
 CZ0054                         *CURRENT SURVEY CONTROL
 CZ0054  ___________________________________________________________________
 CZ0054* NAD 83(1986)-  32 10 51.     (N)    110 52 55.     (W)     SCALED    
 CZ0054* NAVD 88     -       799.55   (+/-2cm)    2623.2    (feet)  VERTCON   
 CZ0054  ___________________________________________________________________
 CZ0054  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0054
 CZ0054.The horizontal coordinates were scaled from a topographic map and have
 CZ0054.an estimated accuracy of +/- 6 seconds.
 CZ0054
 CZ0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0054.The vertical order pertains to the NGVD 29 superseded value.
 CZ0054
 CZ0054.The geoid height was determined by GEOID03.
 CZ0054
 CZ0054;                    North         East    Units  Estimated Accuracy
 CZ0054;SPC AZ C     -   131,390.      310,930.      MT  (+/- 180 meters Scaled)
 CZ0054
 CZ0054                          SUPERSEDED SURVEY CONTROL
 CZ0054
 CZ0054  NGVD 29 (??/??/92)  798.92   (m)         2621.1    (f) COMPUTED    2 0
 CZ0054
 CZ0054.Superseded values are not recommended for survey control.
 CZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0054.See file dsdata.txt to determine how the superseded data were derived.
 CZ0054
 CZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA111604(NAD 83)
 CZ0054_MARKER: DD = SURVEY DISK
 CZ0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0054_SP_SET: CONCRETE BASE
 CZ0054_STAMPING: BM 3
 CZ0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0054+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 CZ0054
 CZ0054  HISTORY     - Date     Condition        Report By
 CZ0054  HISTORY     - UNK      MONUMENTED       USE
 CZ0054  HISTORY     - 1945     GOOD             NGS
 CZ0054  HISTORY     - 1948     GOOD             NGS
 CZ0054  HISTORY     - 19960522 POOR             USPSQD
 CZ0054  HISTORY     - 20080115 GOOD             ORBITE
 CZ0054
 CZ0054                          STATION DESCRIPTION
 CZ0054
 CZ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CZ0054'IN DAVIS-MONTHAN FIELD.
 CZ0054'AT DAVIS-MONTHAN AFB, AT THE FLAGPOLE AT THE SOUTH SIDE OF THE
 CZ0054'HEADQUARTERS BUILDING, 0.8 FOOT SOUTH OF THE SOUTH EDGE OF THE POLE,
 CZ0054'IN THE TOP OF THE CIRCULAR CONCRETE BASE, AND 0.8 FOOT NORTH OF THE
 CZ0054'SOUTH EDGE OF THE BASE.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD
 CZ0054'DISK, STAMPED BM 3.
 CZ0054
 CZ0054                          STATION RECOVERY (1948)
 CZ0054
 CZ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CZ0054'RECOVERED IN GOOD CONDITION.
 CZ0054
 CZ0054                          STATION RECOVERY (1996)
 CZ0054
 CZ0054'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0054'MARK RECOVERED IN POOR CONDITION.
 CZ0054
 CZ0054                          STATION RECOVERY (2008)
 CZ0054
 CZ0054'RECOVERY NOTE BY ORBITECH INC 2008 (SHG)
 CZ0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1119 ***********************************************************************
 CZ1119  DESIGNATION -  3
 CZ1119  PID         -  CZ1119
 CZ1119  STATE/COUNTY-  AZ/PINAL
 CZ1119  USGS QUAD   -  STANFIELD (1992)
 CZ1119
 CZ1119                         *CURRENT SURVEY CONTROL
 CZ1119  ___________________________________________________________________
 CZ1119* NAD 83(1986)-  32 52 45.     (N)    111 59 50.     (W)     SCALED    
 CZ1119* NAVD 88     -       400.56   (+/-2cm)    1314.2    (feet)  VERTCON   
 CZ1119  ___________________________________________________________________
 CZ1119  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1119
 CZ1119.The horizontal coordinates were scaled from a topographic map and have
 CZ1119.an estimated accuracy of +/- 6 seconds.
 CZ1119
 CZ1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1119.The vertical order pertains to the NGVD 29 superseded value.
 CZ1119
 CZ1119.The geoid height was determined by GEOID03.
 CZ1119
 CZ1119;                    North         East    Units  Estimated Accuracy
 CZ1119;SPC AZ C     -   208,360.      205,820.      MT  (+/- 180 meters Scaled)
 CZ1119
 CZ1119                          SUPERSEDED SURVEY CONTROL
 CZ1119
 CZ1119  NGVD 29 (??/??/92)  399.973  (m)         1312.24   (f) ADJ UNCH    2 0
 CZ1119
 CZ1119.Superseded values are not recommended for survey control.
 CZ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1119.See file dsdata.txt to determine how the superseded data were derived.
 CZ1119
 CZ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067383(NAD 83)
 CZ1119_MARKER: DD = SURVEY DISK
 CZ1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1119_SP_SET: CULVERT
 CZ1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1119
 CZ1119  HISTORY     - Date     Condition        Report By
 CZ1119  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1119  HISTORY     - 1952     GOOD             NGS
 CZ1119  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1119
 CZ1119                          STATION DESCRIPTION
 CZ1119
 CZ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1119'1.4 MI W FROM STANFIELD.
 CZ1119'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1119'STANFIELD, AT THE CROSSING OF THE WHITE-PARKER ROAD, AT A TWIN 6 FEET
 CZ1119'BY 6 FEET CONCRETE BOX CULVERT, IN THE TOP OF THE WEST END OF THE
 CZ1119'SOUTH CONCRETE HEADWALL, 15.0 FEET SOUTH OF THE CENTER LINE OF THE
 CZ1119'HIGHWAY, 2.3 FEET EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 0.8
 CZ1119'FOOT HIGHER THAN THE HIGHWAY.
 CZ1119
 CZ1119                          STATION RECOVERY (1963)
 CZ1119
 CZ1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0769 ***********************************************************************
 CZ0769  DESIGNATION -  3
 CZ0769  PID         -  CZ0769
 CZ0769  STATE/COUNTY-  AZ/PIMA
 CZ0769  USGS QUAD   -  THREE POINTS (1992)
 CZ0769
 CZ0769                         *CURRENT SURVEY CONTROL
 CZ0769  ___________________________________________________________________
 CZ0769* NAD 83(1986)-  32 03 57.     (N)    111 22 05.     (W)     SCALED    
 CZ0769* NAVD 88     -       791.10   (+/-2cm)    2595.5    (feet)  VERTCON   
 CZ0769  ___________________________________________________________________
 CZ0769  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0769
 CZ0769.The horizontal coordinates were scaled from a topographic map and have
 CZ0769.an estimated accuracy of +/- 6 seconds.
 CZ0769
 CZ0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0769.The vertical order pertains to the NGVD 29 superseded value.
 CZ0769
 CZ0769.The geoid height was determined by GEOID03.
 CZ0769
 CZ0769;                    North         East    Units  Estimated Accuracy
 CZ0769;SPC AZ C     -   118,300.      265,160.      MT  (+/- 180 meters Scaled)
 CZ0769
 CZ0769                          SUPERSEDED SURVEY CONTROL
 CZ0769
 CZ0769  NGVD 29 (??/??/92)  790.406  (m)         2593.19   (f) ADJ UNCH    2 0
 CZ0769
 CZ0769.Superseded values are not recommended for survey control.
 CZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0769.See file dsdata.txt to determine how the superseded data were derived.
 CZ0769
 CZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA652477(NAD 83)
 CZ0769_MARKER: DD = SURVEY DISK
 CZ0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0769_SP_SET: BRIDGE
 CZ0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0769
 CZ0769  HISTORY     - Date     Condition        Report By
 CZ0769  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0769  HISTORY     - 1951     GOOD             NGS
 CZ0769  HISTORY     - 19970306 GOOD             USPSQD
 CZ0769
 CZ0769                          STATION DESCRIPTION
 CZ0769
 CZ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0769'25.6 MI SW FROM TUCSON.
 CZ0769'25.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0769'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE SOUTH HEADWALL
 CZ0769'OF A CONCRETE 5 BY 44 FOOT BRIDGE, 12 YARDS NORTH OF A TELEPHONE LINE,
 CZ0769'AND 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 CZ0769
 CZ0769                          STATION RECOVERY (1997)
 CZ0769
 CZ0769'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0071 ***********************************************************************
 GQ0071  DESIGNATION -  3
 GQ0071  PID         -  GQ0071
 GQ0071  STATE/COUNTY-  AZ/MOHAVE
 GQ0071  USGS QUAD   -  MEADVIEW NORTH (1984)
 GQ0071
 GQ0071                         *CURRENT SURVEY CONTROL
 GQ0071  ___________________________________________________________________
 GQ0071* NAD 83(1986)-  36 07 24.     (N)    114 00 06.     (W)     SCALED    
 GQ0071* NAVD 88     -       387.461  (meters)    1271.19   (feet)  POSTED    
 GQ0071  ___________________________________________________________________
 GQ0071  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GQ0071  DYNAMIC HT  -         387.070 (meters)    1269.91  (feet)  COMP
 GQ0071  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 GQ0071
 GQ0071  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0071
 GQ0071.The horizontal coordinates were scaled from a topographic map and have
 GQ0071.an estimated accuracy of +/- 6 seconds.
 GQ0071
 GQ0071.The orthometric height was determined by differential leveling
 GQ0071.and adjusted by the  in 1992.
 GQ0071.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0071.was located on a no-check spur therefore a value was not computed.
 GQ0071.No vertical observational check was made to the station.
 GQ0071
 GQ0071.The geoid height was determined by GEOID03.
 GQ0071
 GQ0071.The dynamic height is computed by dividing the NAVD 88
 GQ0071.geopotential number by the normal gravity value computed on the
 GQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0071.degrees latitude (g = 980.6199 gals.).
 GQ0071
 GQ0071.The modeled gravity was interpolated from observed gravity values.
 GQ0071
 GQ0071;                    North         East    Units  Estimated Accuracy
 GQ0071;SPC AZ W     -   568,250.      190,710.      MT  (+/- 180 meters Scaled)
 GQ0071
 GQ0071                          SUPERSEDED SURVEY CONTROL
 GQ0071
 GQ0071  NGVD 29 (??/??/92)  386.781  (m)         1268.96   (f) ADJ UNCH    1 1
 GQ0071
 GQ0071.Superseded values are not recommended for survey control.
 GQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0071.See file dsdata.txt to determine how the superseded data were derived.
 GQ0071
 GQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698017(NAD 83)
 GQ0071_MARKER: DD = SURVEY DISK
 GQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0071_STAMPING: 3 1268.88
 GQ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0071+STABILITY: SURFACE MOTION
 GQ0071
 GQ0071  HISTORY     - Date     Condition        Report By
 GQ0071  HISTORY     - UNK      MONUMENTED       NPS
 GQ0071  HISTORY     - 1950     GOOD             NGS
 GQ0071
 GQ0071                          STATION DESCRIPTION
 GQ0071
 GQ0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0071'0.8 MI N FROM PIERCES FERRY.
 GQ0071'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0071'STATION AT PIERCES FERRY, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0071'ON THE TOP OF A RIDGE, 128 YARDS NORTHEAST ALONG A ROCK-LINED PATH
 GQ0071'FROM THE NORTHEAST EDGE OF THE REMAINS OF THE OLD GRAND CANYON TOURS
 GQ0071'CAMP, ABOUT 33 YARDS SOUTHWEST OF A POINT WHERE THE RIDGE STARTS A
 GQ0071'SHARP DESCENT TO LAKE MEAD, 42.8 FEET NORTHEAST OF BM A 116 (USGS), 3
 GQ0071'FEET SOUTHEAST OF THE CENTER LINE OF THE PATH, 2 FEET NORTHWEST OF A
 GQ0071'CAIRN, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0020 ***********************************************************************
 CG0020  DESIGNATION -  3
 CG0020  PID         -  CG0020
 CG0020  STATE/COUNTY-  AZ/COCHISE
 CG0020  USGS QUAD   -  BENSON (1983)
 CG0020
 CG0020                         *CURRENT SURVEY CONTROL
 CG0020  ___________________________________________________________________
 CG0020* NAD 83(1986)-  31 58 00.     (N)    110 17 25.     (W)     SCALED    
 CG0020* NAVD 88     -      1086.159  (meters)    3563.51   (feet)  ADJUSTED  
 CG0020  ___________________________________________________________________
 CG0020  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0020  DYNAMIC HT  -        1084.541 (meters)    3558.20  (feet)  COMP
 CG0020  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 CG0020
 CG0020  VERT ORDER  -  FIRST     CLASS II
 CG0020
 CG0020.The horizontal coordinates were scaled from a topographic map and have
 CG0020.an estimated accuracy of +/- 6 seconds.
 CG0020
 CG0020.The orthometric height was determined by differential leveling
 CG0020.and adjusted in June 1991.
 CG0020
 CG0020.The geoid height was determined by GEOID03.
 CG0020
 CG0020.The dynamic height is computed by dividing the NAVD 88
 CG0020.geopotential number by the normal gravity value computed on the
 CG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0020.degrees latitude (g = 980.6199 gals.).
 CG0020
 CG0020.The modeled gravity was interpolated from observed gravity values.
 CG0020
 CG0020;                    North         East    Units  Estimated Accuracy
 CG0020;SPC AZ E     -   107,180.      201,680.      MT  (+/- 180 meters Scaled)
 CG0020
 CG0020                          SUPERSEDED SURVEY CONTROL
 CG0020
 CG0020  NGVD 29 (??/??/92) 1085.353  (m)         3560.86   (f) ADJ UNCH    1 2
 CG0020
 CG0020.Superseded values are not recommended for survey control.
 CG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0020.See file dsdata.txt to determine how the superseded data were derived.
 CG0020
 CG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA670369(NAD 83)
 CG0020_MARKER: DD = SURVEY DISK
 CG0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0020_SP_SET: CULVERT
 CG0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0020
 CG0020  HISTORY     - Date     Condition        Report By
 CG0020  HISTORY     - UNK      MONUMENTED       AZHD
 CG0020  HISTORY     - 1952     GOOD             NGS
 CG0020  HISTORY     - 1960     GOOD             NGS
 CG0020  HISTORY     - 1979     GOOD             NGS
 CG0020
 CG0020                          STATION DESCRIPTION
 CG0020
 CG0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0020'IN BENSON.
 CG0020'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0020'STATION AT BENSON, IN THE TOP OF THE SOUTHWEST HEADWALL OF A CONCRETE
 CG0020'CULVERT, 32.4 FEET NORTHWEST OF THE NORTHWEST END OF THE RAILROAD
 CG0020'OVERPASS, 11.9 FEET SOUTHEAST OF THE NORTHWEST END OF A CULVERT, 7.6
 CG0020'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.7 FEET NORTHEAST OF THE
 CG0020'SOUTHWEST FACE OF THE SOUTHEAST-NORTHWEST HEADWALL, AND ABOUT 0.5 FOOT
 CG0020'HIGHER THAN THE TRACK.
 CG0020
 CG0020                          STATION RECOVERY (1960)
 CG0020
 CG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0020'RECOVERED IN GOOD CONDITION.
 CG0020
 CG0020                          STATION RECOVERY (1979)
 CG0020
 CG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0020'AT BENSON, ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF THE
 CG0020'SOUTHWEST L-SHAPED HEADWALL FOR A DRAINAGE DITCH UNDER THE RAILROAD,
 CG0020'7.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 CG0020'TRACKS, 32.4 FEET NORTHWEST OF THE NORTHWEST END OF THE U. S. HIGHWAY
 CG0020'80 UNDERPASS, 11.9 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 CG0020'HEADWALL AND ABOUT 6 INCHES ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0237 ***********************************************************************
 CG0237  DESIGNATION -  3
 CG0237  PID         -  CG0237
 CG0237  STATE/COUNTY-  AZ/PIMA
 CG0237  USGS QUAD   -  SAHUARITA (1981)
 CG0237
 CG0237                         *CURRENT SURVEY CONTROL
 CG0237  ___________________________________________________________________
 CG0237* NAD 83(1986)-  31 58 25.     (N)    110 57 17.     (W)     SCALED    
 CG0237* NAVD 88     -       821.026  (meters)    2693.65   (feet)  ADJUSTED  
 CG0237  ___________________________________________________________________
 CG0237  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0237  DYNAMIC HT  -         819.852 (meters)    2689.80  (feet)  COMP
 CG0237  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 CG0237
 CG0237  VERT ORDER  -  FIRST     CLASS II
 CG0237
 CG0237.The horizontal coordinates were scaled from a topographic map and have
 CG0237.an estimated accuracy of +/- 6 seconds.
 CG0237
 CG0237.The orthometric height was determined by differential leveling
 CG0237.and adjusted in June 1991.
 CG0237
 CG0237.The geoid height was determined by GEOID03.
 CG0237
 CG0237.The dynamic height is computed by dividing the NAVD 88
 CG0237.geopotential number by the normal gravity value computed on the
 CG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0237.degrees latitude (g = 980.6199 gals.).
 CG0237
 CG0237.The modeled gravity was interpolated from observed gravity values.
 CG0237
 CG0237;                    North         East    Units  Estimated Accuracy
 CG0237;SPC AZ C     -   108,350.      304,280.      MT  (+/- 180 meters Scaled)
 CG0237
 CG0237                          SUPERSEDED SURVEY CONTROL
 CG0237
 CG0237  NGVD 29 (??/??/92)  820.418  (m)         2691.65   (f) ADJ UNCH    1 2
 CG0237
 CG0237.Superseded values are not recommended for survey control.
 CG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0237.See file dsdata.txt to determine how the superseded data were derived.
 CG0237
 CG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA042375(NAD 83)
 CG0237_MARKER: DD = SURVEY DISK
 CG0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0237_SP_SET: CULVERT
 CG0237_STAMPING: 3
 CG0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0237
 CG0237  HISTORY     - Date     Condition        Report By
 CG0237  HISTORY     - UNK      MONUMENTED       AZHD
 CG0237  HISTORY     - 1953     GOOD             NGS
 CG0237  HISTORY     - 1980     GOOD             NGS
 CG0237  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0237
 CG0237                          STATION DESCRIPTION
 CG0237
 CG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0237'1.0 MI N FROM SAHUARITA.
 CG0237'1.0 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0237'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 113.1 FEET
 CG0237'WEST OF THE WEST RAIL AT THE CENTER OF WOODEN BRIDGE 1001.77, AT A
 CG0237'DOUBLE CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 89, IN THE TOP OF THE
 CG0237'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, 24.0 FEET WEST OF
 CG0237'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CG0237'HIGHWAY.
 CG0237
 CG0237                          STATION RECOVERY (1980)
 CG0237
 CG0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0237'1.8 KILOMETERS (1.1 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0237'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE WEST
 CG0237'HEADWALL FOR THE FIRST DOUBLE BOX HIGHWAY CULVERT NORTH OF THE
 CG0237'NORTH END OF AN OFFSET IN THE HIGHWAY, 7.3 METERS (24 FEET)
 CG0237'WEST OF THE HIGHWAY CENTERLINE.
 CG0237'THE MARK IS 0.2 M ABOVE THE HIGHWAY..
 CG0237
 CG0237                          STATION RECOVERY (1999)
 CG0237
 CG0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1602 ***********************************************************************
 DV1602  DESIGNATION -  3 A
 DV1602  PID         -  DV1602
 DV1602  STATE/COUNTY-  AZ/LA PAZ
 DV1602  USGS QUAD   -  BEAR HILLS (1990)
 DV1602
 DV1602                         *CURRENT SURVEY CONTROL
 DV1602  ___________________________________________________________________
 DV1602* NAD 83(1986)-  33 39 21.     (N)    113 57 56.     (W)     SCALED    
 DV1602* NAVD 88     -       454.39   (+/-2cm)    1490.8    (feet)  VERTCON   
 DV1602  ___________________________________________________________________
 DV1602  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1602
 DV1602.The horizontal coordinates were scaled from a topographic map and have
 DV1602.an estimated accuracy of +/- 6 seconds.
 DV1602
 DV1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1602.The vertical order pertains to the NGVD 29 superseded value.
 DV1602
 DV1602.The geoid height was determined by GEOID03.
 DV1602
 DV1602;                    North         East    Units  Estimated Accuracy
 DV1602;SPC AZ W     -   294,510.      193,370.      MT  (+/- 180 meters Scaled)
 DV1602
 DV1602                          SUPERSEDED SURVEY CONTROL
 DV1602
 DV1602  NGVD 29 (??/??/92)  453.692  (m)         1488.49   (f) ADJ UNCH    2 0
 DV1602
 DV1602.Superseded values are not recommended for survey control.
 DV1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1602.See file dsdata.txt to determine how the superseded data were derived.
 DV1602
 DV1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC249279(NAD 83)
 DV1602_MARKER: DD = SURVEY DISK
 DV1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1602_STAMPING: 3 A 1962
 DV1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1602+STABILITY: SURFACE MOTION
 DV1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1602+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 DV1602
 DV1602  HISTORY     - Date     Condition        Report By
 DV1602  HISTORY     - 1962     MONUMENTED       AZHD
 DV1602  HISTORY     - 20070216 GOOD             USPSQD
 DV1602
 DV1602                          STATION DESCRIPTION
 DV1602
 DV1602'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1602'2.35 MI S W FROM BRENDA.
 DV1602'100 YARDS SOUTHEAST OF IRON AZIMUTH, AN ARIZONA HIGHWAY DEPARTMENT
 DV1602'DISK, STAMPED 3 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1602'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF INTERSTATE HIGHWAY
 DV1602'10, 1.6 FEET NORTH-WEST OF A METAL WITNESS POST.
 DV1602
 DV1602                          STATION RECOVERY (2007)
 DV1602
 DV1602'RECOVERY NOTE BY US POWER SQUADRON 2007 (PF)
 DV1602'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1260 ***********************************************************************
 CY1260  DESIGNATION -  3 EMH
 CY1260  PID         -  CY1260
 CY1260  STATE/COUNTY-  AZ/GRAHAM
 CY1260  USGS QUAD   -  EDEN (1985)
 CY1260
 CY1260                         *CURRENT SURVEY CONTROL
 CY1260  ___________________________________________________________________
 CY1260* NAD 83(1986)-  32 55 51.     (N)    109 57 18.     (W)     SCALED    
 CY1260* NAVD 88     -       903.84   (+/-2cm)    2965.3    (feet)  VERTCON   
 CY1260  ___________________________________________________________________
 CY1260  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CY1260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1260
 CY1260.The horizontal coordinates were scaled from a topographic map and have
 CY1260.an estimated accuracy of +/- 6 seconds.
 CY1260
 CY1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1260.The vertical order pertains to the NGVD 29 superseded value.
 CY1260
 CY1260.The geoid height was determined by GEOID03.
 CY1260
 CY1260;                    North         East    Units  Estimated Accuracy
 CY1260;SPC AZ E     -   214,100.      233,150.      MT  (+/- 180 meters Scaled)
 CY1260
 CY1260                          SUPERSEDED SURVEY CONTROL
 CY1260
 CY1260  NGVD 29 (??/??/92)  903.23   (m)         2963.3    (f) COMPUTED    2 0
 CY1260
 CY1260.Superseded values are not recommended for survey control.
 CY1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1260.See file dsdata.txt to determine how the superseded data were derived.
 CY1260
 CY1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB976441(NAD 83)
 CY1260_MARKER: DB = BENCH MARK DISK
 CY1260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1260_SP_SET: COPPER-CLAD STEEL ROD
 CY1260_STAMPING: 3 EMH 1972 2963
 CY1260_MARK LOGO: USGS  
 CY1260_PROJECTION: FLUSH
 CY1260_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1260+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1260_ROD/PIPE-DEPTH: 6.10 meters
 CY1260
 CY1260  HISTORY     - Date     Condition        Report By
 CY1260  HISTORY     - 1972     MONUMENTED       USGS
 CY1260
 CY1260                          STATION DESCRIPTION
 CY1260
 CY1260'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1260'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1260'ALONG U S HIGHWAY 70, THENCE 2.9 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1260'AT A RISE IN THE ROAD, ON A SMALL KNOLL, 50 FEET NORTHWEST AND ABOUT
 CY1260'4 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 CY1260'WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1126 ***********************************************************************
 ES1126  DESIGNATION -  3 HLS
 ES1126  PID         -  ES1126
 ES1126  STATE/COUNTY-  AZ/NAVAJO
 ES1126  USGS QUAD   -  JOSEPH CITY (1986)
 ES1126
 ES1126                         *CURRENT SURVEY CONTROL
 ES1126  ___________________________________________________________________
 ES1126* NAD 83(1986)-  34 59 43.     (N)    110 20 32.     (W)     SCALED    
 ES1126* NAVD 88     -      1572.663  (meters)    5159.65   (feet)  ADJUSTED  
 ES1126  ___________________________________________________________________
 ES1126  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES1126  DYNAMIC HT  -        1570.554 (meters)    5152.73  (feet)  COMP
 ES1126  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 ES1126
 ES1126  VERT ORDER  -  THIRD
 ES1126
 ES1126.The horizontal coordinates were scaled from a topographic map and have
 ES1126.an estimated accuracy of +/- 6 seconds.
 ES1126
 ES1126.The orthometric height was determined by differential leveling
 ES1126.and adjusted in June 1991.
 ES1126
 ES1126.The geoid height was determined by GEOID03.
 ES1126
 ES1126.The dynamic height is computed by dividing the NAVD 88
 ES1126.geopotential number by the normal gravity value computed on the
 ES1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1126.degrees latitude (g = 980.6199 gals.).
 ES1126
 ES1126.The modeled gravity was interpolated from observed gravity values.
 ES1126
 ES1126;                    North         East    Units  Estimated Accuracy
 ES1126;SPC AZ E     -   443,060.      197,340.      MT  (+/- 180 meters Scaled)
 ES1126
 ES1126                          SUPERSEDED SURVEY CONTROL
 ES1126
 ES1126  NGVD 29 (??/??/92) 1571.88   (m)         5157.1    (f) COMPUTED    3 0
 ES1126
 ES1126.Superseded values are not recommended for survey control.
 ES1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1126.See file dsdata.txt to determine how the superseded data were derived.
 ES1126
 ES1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD600727(NAD 83)
 ES1126_MARKER: DB = BENCH MARK DISK
 ES1126_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES1126_SP_SET: COPPER-CLAD STEEL ROD
 ES1126_STAMPING: 3 HLS 1970 5157
 ES1126_MARK LOGO: USGS  
 ES1126_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1126+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1126
 ES1126  HISTORY     - Date     Condition        Report By
 ES1126  HISTORY     - 1970     MONUMENTED       USGS
 ES1126
 ES1126                          STATION DESCRIPTION
 ES1126
 ES1126'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1126'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 ES1126'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 2.8 MILES NORTH ALONG A
 ES1126'COUNTY ROAD (PORTER AVENUE), 0.1 MILE NORTHWEST OF A STOCK POND, 306
 ES1126'FEET SOUTH OF S32/T19N/R19E, 64 FEET WEST OF THE CENTERLINE OF THE
 ES1126'ROAD, 1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0851 ***********************************************************************
 FQ0851  DESIGNATION -  3 JRH
 FQ0851  PID         -  FQ0851
 FQ0851  STATE/COUNTY-  AZ/COCONINO
 FQ0851  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0851
 FQ0851                         *CURRENT SURVEY CONTROL
 FQ0851  ___________________________________________________________________
 FQ0851* NAD 83(1986)-  35 52 52.     (N)    111 56 14.     (W)     SCALED    
 FQ0851* NAVD 88     -      2163.811  (meters)    7099.10   (feet)  POSTED    
 FQ0851  ___________________________________________________________________
 FQ0851  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 FQ0851  DYNAMIC HT  -        2160.870 (meters)    7089.45  (feet)  COMP
 FQ0851  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 FQ0851
 FQ0851  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0851
 FQ0851.The horizontal coordinates were scaled from a topographic map and have
 FQ0851.an estimated accuracy of +/- 6 seconds.
 FQ0851
 FQ0851.The orthometric height was determined by differential leveling
 FQ0851.and adjusted by the  in 1992.
 FQ0851.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0851.rate of 0.0 thru 1.0 mm/km.
 FQ0851
 FQ0851.The geoid height was determined by GEOID03.
 FQ0851
 FQ0851.The dynamic height is computed by dividing the NAVD 88
 FQ0851.geopotential number by the normal gravity value computed on the
 FQ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0851.degrees latitude (g = 980.6199 gals.).
 FQ0851
 FQ0851.The modeled gravity was interpolated from observed gravity values.
 FQ0851
 FQ0851;                    North         East    Units  Estimated Accuracy
 FQ0851;SPC AZ C     -   541,320.      211,500.      MT  (+/- 180 meters Scaled)
 FQ0851
 FQ0851                          SUPERSEDED SURVEY CONTROL
 FQ0851
 FQ0851  NGVD 29 (??/??/92) 2162.80   (m)         7095.8    (f) COMPUTED    3 0
 FQ0851
 FQ0851.Superseded values are not recommended for survey control.
 FQ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0851.See file dsdata.txt to determine how the superseded data were derived.
 FQ0851
 FQ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE154711(NAD 83)
 FQ0851_MARKER: DB = BENCH MARK DISK
 FQ0851_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0851_SP_SET: ROCK OUTCROP
 FQ0851_STAMPING: 3 JRH 1958 7096
 FQ0851_MARK LOGO: USGS  
 FQ0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0851+STABILITY: POSITION/ELEVATION WELL
 FQ0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0851+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0851
 FQ0851  HISTORY     - Date     Condition        Report By
 FQ0851  HISTORY     - 1958     MONUMENTED       USGS
 FQ0851
 FQ0851                          STATION DESCRIPTION
 FQ0851
 FQ0851'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0851'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0851'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0851'LOOKOUT TOWER, PROCEED 6.2 MILES SOUTH, 5.4 MILES NORTHWEST OF
 FQ0851'BUCKLAR TANK, 70 FEET SOUTHWEST OF AND 14 FEET HIGHER THAN THE CENTER
 FQ0851'OF THE ROAD, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0859 ***********************************************************************
 FQ0859  DESIGNATION -  3 JRH
 FQ0859  PID         -  FQ0859
 FQ0859  STATE/COUNTY-  AZ/COCONINO
 FQ0859  USGS QUAD   -  PETERSON FLAT (1989)
 FQ0859
 FQ0859                         *CURRENT SURVEY CONTROL
 FQ0859  ___________________________________________________________________
 FQ0859* NAD 83(1986)-  35 45 17.     (N)    111 49 52.     (W)     SCALED    
 FQ0859* NAVD 88     -      1997.812  (meters)    6554.49   (feet)  POSTED    
 FQ0859  ___________________________________________________________________
 FQ0859  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0859  DYNAMIC HT  -        1995.100 (meters)    6545.59  (feet)  COMP
 FQ0859  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 FQ0859
 FQ0859  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0859
 FQ0859.The horizontal coordinates were scaled from a topographic map and have
 FQ0859.an estimated accuracy of +/- 6 seconds.
 FQ0859
 FQ0859.The orthometric height was determined by differential leveling
 FQ0859.and adjusted by the  in 1992.
 FQ0859.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0859.rate of 0.0 thru 1.0 mm/km.
 FQ0859
 FQ0859.The geoid height was determined by GEOID03.
 FQ0859
 FQ0859.The dynamic height is computed by dividing the NAVD 88
 FQ0859.geopotential number by the normal gravity value computed on the
 FQ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0859.degrees latitude (g = 980.6199 gals.).
 FQ0859
 FQ0859.The modeled gravity was interpolated from observed gravity values.
 FQ0859
 FQ0859;                    North         East    Units  Estimated Accuracy
 FQ0859;SPC AZ C     -   527,300.      221,100.      MT  (+/- 180 meters Scaled)
 FQ0859
 FQ0859                          SUPERSEDED SURVEY CONTROL
 FQ0859
 FQ0859.No superseded survey control is available for this station.
 FQ0859
 FQ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE248570(NAD 83)
 FQ0859_MARKER: DB = BENCH MARK DISK
 FQ0859_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0859_SP_SET: ROCK OUTCROP
 FQ0859_STAMPING: 3 JRH 6551 1959
 FQ0859_MARK LOGO: USGS  
 FQ0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0859+STABILITY: POSITION/ELEVATION WELL
 FQ0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0859+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0859
 FQ0859  HISTORY     - Date     Condition        Report By
 FQ0859  HISTORY     - 1959     MONUMENTED       USGS
 FQ0859
 FQ0859                          STATION DESCRIPTION
 FQ0859
 FQ0859'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0859'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0859'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0859'LOOKOUT TOWER, PROCEED 18.1 MILES SOUTH TO A LOW SADDLE, 6.5 MILES
 FQ0859'SOUTHEAST OF BUCKLAR TANK, 2.8 MILES NORTHWEST OF LOCKWOOD TANK, 57
 FQ0859'FEET SOUTHWEST OF THE CENTER OF THE ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0279 ***********************************************************************
 DV0279  DESIGNATION -  3 LUKE FIELD
 DV0279  PID         -  DV0279
 DV0279  STATE/COUNTY-  AZ/MARICOPA
 DV0279  USGS QUAD   -  EL MIRAGE (1982)
 DV0279
 DV0279                         *CURRENT SURVEY CONTROL
 DV0279  ___________________________________________________________________
 DV0279* NAD 83(1986)-  33 32 40.     (N)    112 21 31.     (W)     SCALED    
 DV0279* NAVD 88     -       333.80   (+/-2cm)    1095.1    (feet)  VERTCON   
 DV0279  ___________________________________________________________________
 DV0279  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0279
 DV0279.The horizontal coordinates were scaled from a topographic map and have
 DV0279.an estimated accuracy of +/- 6 seconds.
 DV0279
 DV0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0279.The vertical order pertains to the NGVD 29 superseded value.
 DV0279
 DV0279.The geoid height was determined by GEOID03.
 DV0279
 DV0279;                    North         East    Units  Estimated Accuracy
 DV0279;SPC AZ C     -   282,220.      172,320.      MT  (+/- 180 meters Scaled)
 DV0279
 DV0279                          SUPERSEDED SURVEY CONTROL
 DV0279
 DV0279  NGVD 29 (??/??/92)  333.250  (m)         1093.34   (f) ADJ UNCH    2 0
 DV0279
 DV0279.Superseded values are not recommended for survey control.
 DV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0279.See file dsdata.txt to determine how the superseded data were derived.
 DV0279
 DV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738124(NAD 83)
 DV0279_MARKER: Q = CHISELED SQUARE
 DV0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0279_SP_SET: BRIDGE
 DV0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0279
 DV0279  HISTORY     - Date     Condition        Report By
 DV0279  HISTORY     - UNK      MONUMENTED       DOD
 DV0279  HISTORY     - 1945     GOOD             NGS
 DV0279  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DV0279  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0279
 DV0279                          STATION DESCRIPTION
 DV0279
 DV0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0279'IN LUKE FIELD.
 DV0279'AT LUKE FIELD, MARICOPA COUNTY, AT THE NORTHEAST ENTRANCE, 63 FEET
 DV0279'WEST OF THE CENTERLINE OF THE COUNTY ROAD LEADING TO LITCHFIELD, AT
 DV0279'THE A STREET BRIDGE ACROSS AN IRRIGATION CANAL, ON THE TOP OF THE
 DV0279'NORTH WALL, AND 1.9 FEET WEST OF THE EAST END.  A CROSS INSIDE A
 DV0279'CHISELED SQUARE.
 DV0279
 DV0279                          STATION RECOVERY (2002)
 DV0279
 DV0279'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0279'SEARCHED FOR NOT FOUND
 DV0279
 DV0279                          STATION RECOVERY (2008)
 DV0279
 DV0279'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0279'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0279'MARK. THERE IS NO CANAL OR BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0093 ***********************************************************************
 DB0093  DESIGNATION -  3 M
 DB0093  PID         -  DB0093
 DB0093  STATE/COUNTY-  AZ/YUMA
 DB0093  USGS QUAD   -  WELLTON SE (1965)
 DB0093
 DB0093                         *CURRENT SURVEY CONTROL
 DB0093  ___________________________________________________________________
 DB0093* NAD 83(1986)-  32 32 55.     (N)    114 03 55.     (W)     SCALED    
 DB0093* NAVD 88     -       191.09   (+/-2cm)     626.9    (feet)  VERTCON   
 DB0093  ___________________________________________________________________
 DB0093  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DB0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0093
 DB0093.The horizontal coordinates were scaled from a topographic map and have
 DB0093.an estimated accuracy of +/- 6 seconds.
 DB0093
 DB0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0093.The vertical order pertains to the NGVD 29 superseded value.
 DB0093
 DB0093.The geoid height was determined by GEOID03.
 DB0093
 DB0093;                    North         East    Units  Estimated Accuracy
 DB0093;SPC AZ W     -   171,750.      183,750.      MT  (+/- 180 meters Scaled)
 DB0093
 DB0093                          SUPERSEDED SURVEY CONTROL
 DB0093
 DB0093  NGVD 29 (??/??/??)  190.418  (m)          624.73   (f) ADJUSTED    2 0
 DB0093
 DB0093.Superseded values are not recommended for survey control.
 DB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0093.See file dsdata.txt to determine how the superseded data were derived.
 DB0093
 DB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS755050(NAD 83)
 DB0093_MARKER: DD = SURVEY DISK
 DB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0093_STAMPING: 3 M 624 1925
 DB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0093+STABILITY: SURFACE MOTION
 DB0093
 DB0093  HISTORY     - Date     Condition        Report By
 DB0093  HISTORY     - 1925     MONUMENTED       USGS
 DB0093  HISTORY     - 1962     GOOD             NGS
 DB0093
 DB0093                          STATION DESCRIPTION
 DB0093
 DB0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0093'11.3 MI SE FROM WELLTON.
 DB0093'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0093'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0093'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0093'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0093'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 7.6 MILES SOUTHEAST
 DB0093'AND A DIM TRAIL ROAD, 3.6 MILES SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0093'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0093'3.2 MILES NORTHWEST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST
 DB0093'WHICH PROJECTS 16 FEET AND IS NUMBER 6, 43 FEET NORTHEAST OF
 DB0093'THE CENTER LINE OF THE TRAIL ROAD, 2.7 FEET NORTHEAST OF A METAL
 DB0093'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD,
 DB0093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0260 ***********************************************************************
 GP0260  DESIGNATION -  3 M
 GP0260  PID         -  GP0260
 GP0260  STATE/COUNTY-  AZ/COCONINO
 GP0260  USGS QUAD   -  EMMETT WASH (1985)
 GP0260
 GP0260                         *CURRENT SURVEY CONTROL
 GP0260  ___________________________________________________________________
 GP0260* NAD 83(1986)-  36 42 01.     (N)    111 47 55.     (W)     SCALED    
 GP0260* NAVD 88     -      1365.967  (meters)    4481.51   (feet)  POSTED    
 GP0260  ___________________________________________________________________
 GP0260  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0260  DYNAMIC HT  -        1364.370 (meters)    4476.27  (feet)  COMP
 GP0260  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 GP0260
 GP0260  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0260
 GP0260.The horizontal coordinates were scaled from a topographic map and have
 GP0260.an estimated accuracy of +/- 6 seconds.
 GP0260
 GP0260.The orthometric height was determined by differential leveling
 GP0260.and adjusted by the  in 1992.
 GP0260.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0260.rate of 0.0 thru 1.0 mm/km.
 GP0260
 GP0260.The geoid height was determined by GEOID03.
 GP0260
 GP0260.The dynamic height is computed by dividing the NAVD 88
 GP0260.geopotential number by the normal gravity value computed on the
 GP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0260.degrees latitude (g = 980.6199 gals.).
 GP0260
 GP0260.The modeled gravity was interpolated from observed gravity values.
 GP0260
 GP0260;                    North         East    Units  Estimated Accuracy
 GP0260;SPC AZ C     -   632,220.      223,910.      MT  (+/- 180 meters Scaled)
 GP0260
 GP0260                          SUPERSEDED SURVEY CONTROL
 GP0260
 GP0260  NGVD 29 (??/??/92) 1365.037  (m)         4478.46   (f) ADJ UNCH    1 2
 GP0260
 GP0260.Superseded values are not recommended for survey control.
 GP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0260.See file dsdata.txt to determine how the superseded data were derived.
 GP0260
 GP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF286619(NAD 83)
 GP0260_MARKER: DD = SURVEY DISK
 GP0260_SETTING: 80 = SET IN A BOULDER
 GP0260_SP_SET: BOULDER
 GP0260_STAMPING: 3 M 1933
 GP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0260+STABILITY: SURFACE MOTION
 GP0260
 GP0260  HISTORY     - Date     Condition        Report By
 GP0260  HISTORY     - 1933     MONUMENTED       USGS
 GP0260
 GP0260                          STATION DESCRIPTION
 GP0260
 GP0260'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GP0260'12.4 MI SW FROM MARBLE CANYON.
 GP0260'12.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0260'MARBLE CANYON, COCONINO COUNTY, 170 FEET NORTH OF THE CENTERLINE OF
 GP0260'THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND ABOUT 1 FOOT ABOVE
 GP0260'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GP0260'3 M 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1573 ***********************************************************************
 DV1573  DESIGNATION -  30 A
 DV1573  PID         -  DV1573
 DV1573  STATE/COUNTY-  AZ/LA PAZ
 DV1573  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1573
 DV1573                         *CURRENT SURVEY CONTROL
 DV1573  ___________________________________________________________________
 DV1573* NAD 83(1986)-  33 35 27.     (N)    113 29 58.     (W)     SCALED    
 DV1573* NAVD 88     -       434.52   (+/-2cm)    1425.6    (feet)  VERTCON   
 DV1573  ___________________________________________________________________
 DV1573  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1573
 DV1573.The horizontal coordinates were scaled from a topographic map and have
 DV1573.an estimated accuracy of +/- 6 seconds.
 DV1573
 DV1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1573.The vertical order pertains to the NGVD 29 superseded value.
 DV1573
 DV1573.The geoid height was determined by GEOID03.
 DV1573
 DV1573;                    North         East    Units  Estimated Accuracy
 DV1573;SPC AZ W     -   287,310.      236,620.      MT  (+/- 180 meters Scaled)
 DV1573
 DV1573                          SUPERSEDED SURVEY CONTROL
 DV1573
 DV1573  NGVD 29 (??/??/92)  433.840  (m)         1423.36   (f) ADJ UNCH    2 0
 DV1573
 DV1573.Superseded values are not recommended for survey control.
 DV1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1573.See file dsdata.txt to determine how the superseded data were derived.
 DV1573
 DV1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC680195(NAD 83)
 DV1573_MARKER: DD = SURVEY DISK
 DV1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1573_STAMPING: 30 A 1962
 DV1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1573+STABILITY: SURFACE MOTION
 DV1573
 DV1573  HISTORY     - Date     Condition        Report By
 DV1573  HISTORY     - 1962     MONUMENTED       AZHD
 DV1573
 DV1573                          STATION DESCRIPTION
 DV1573
 DV1573'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1573'18.9 SE FROM SALOME.
 DV1573'0.5 MILE EAST SOUTHWEST OF A 413  30 AN ARIZONA HIGHWAY DEPARTMENT
 DV1573'DISK STAMPED 30 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1573'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1573'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0820 ***********************************************************************
 FQ0820  DESIGNATION -  30 BKC
 FQ0820  PID         -  FQ0820
 FQ0820  STATE/COUNTY-  AZ/COCONINO
 FQ0820  USGS QUAD   -  WUPATKI SE (1969)
 FQ0820
 FQ0820                         *CURRENT SURVEY CONTROL
 FQ0820  ___________________________________________________________________
 FQ0820* NAD 83(1986)-  35 32 09.     (N)    111 20 20.     (W)     SCALED    
 FQ0820* NAVD 88     -      1426.114  (meters)    4678.84   (feet)  POSTED    
 FQ0820  ___________________________________________________________________
 FQ0820  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0820  DYNAMIC HT  -        1424.310 (meters)    4672.92  (feet)  COMP
 FQ0820  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 FQ0820
 FQ0820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0820
 FQ0820.The horizontal coordinates were scaled from a topographic map and have
 FQ0820.an estimated accuracy of +/- 6 seconds.
 FQ0820
 FQ0820.The orthometric height was determined by differential leveling
 FQ0820.and adjusted by the  in 1992.
 FQ0820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0820.rate of 0.0 thru 1.0 mm/km.
 FQ0820
 FQ0820.The geoid height was determined by GEOID03.
 FQ0820
 FQ0820.The dynamic height is computed by dividing the NAVD 88
 FQ0820.geopotential number by the normal gravity value computed on the
 FQ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0820.degrees latitude (g = 980.6199 gals.).
 FQ0820
 FQ0820.The modeled gravity was interpolated from observed gravity values.
 FQ0820
 FQ0820;                    North         East    Units  Estimated Accuracy
 FQ0820;SPC AZ C     -   503,170.      265,750.      MT  (+/- 180 meters Scaled)
 FQ0820
 FQ0820                          SUPERSEDED SURVEY CONTROL
 FQ0820
 FQ0820.No superseded survey control is available for this station.
 FQ0820
 FQ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE692325(NAD 83)
 FQ0820_MARKER: DB = BENCH MARK DISK
 FQ0820_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0820_SP_SET: COPPER-CLAD STEEL ROD
 FQ0820_STAMPING: 30 BKC 1968
 FQ0820_MARK LOGO: USGS  
 FQ0820_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0820+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0820
 FQ0820  HISTORY     - Date     Condition        Report By
 FQ0820  HISTORY     - 1968     MONUMENTED       USGS
 FQ0820
 FQ0820                          STATION DESCRIPTION
 FQ0820
 FQ0820'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0820'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0820'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0820'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0820'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0820'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0820'0.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 39 FEET NORTH OF
 FQ0820'THE ROAD, 1 FOOT SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0820'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0792 ***********************************************************************
 FQ0792  DESIGNATION -  30 HLS
 FQ0792  PID         -  FQ0792
 FQ0792  STATE/COUNTY-  AZ/NAVAJO
 FQ0792  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0792
 FQ0792                         *CURRENT SURVEY CONTROL
 FQ0792  ___________________________________________________________________
 FQ0792* NAD 83(1986)-  35 09 02.     (N)    110 05 09.     (W)     SCALED    
 FQ0792* NAVD 88     -      1643.099  (meters)    5390.73   (feet)  ADJUSTED  
 FQ0792  ___________________________________________________________________
 FQ0792  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FQ0792  DYNAMIC HT  -        1640.880 (meters)    5383.45  (feet)  COMP
 FQ0792  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 FQ0792
 FQ0792  VERT ORDER  -  THIRD
 FQ0792
 FQ0792.The horizontal coordinates were scaled from a topographic map and have
 FQ0792.an estimated accuracy of +/- 6 seconds.
 FQ0792
 FQ0792.The orthometric height was determined by differential leveling
 FQ0792.and adjusted in June 1991.
 FQ0792
 FQ0792.The geoid height was determined by GEOID03.
 FQ0792
 FQ0792.The dynamic height is computed by dividing the NAVD 88
 FQ0792.geopotential number by the normal gravity value computed on the
 FQ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0792.degrees latitude (g = 980.6199 gals.).
 FQ0792
 FQ0792.The modeled gravity was interpolated from observed gravity values.
 FQ0792
 FQ0792;                    North         East    Units  Estimated Accuracy
 FQ0792;SPC AZ E     -   460,280.      220,730.      MT  (+/- 180 meters Scaled)
 FQ0792
 FQ0792                          SUPERSEDED SURVEY CONTROL
 FQ0792
 FQ0792.No superseded survey control is available for this station.
 FQ0792
 FQ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD832901(NAD 83)
 FQ0792_MARKER: DB = BENCH MARK DISK
 FQ0792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0792_SP_SET: COPPER-CLAD STEEL ROD
 FQ0792_STAMPING: 30 HLS 1970 5388
 FQ0792_MARK LOGO: USGS  
 FQ0792_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0792+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0792
 FQ0792  HISTORY     - Date     Condition        Report By
 FQ0792  HISTORY     - 1970     MONUMENTED       USGS
 FQ0792
 FQ0792                          STATION DESCRIPTION
 FQ0792
 FQ0792'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0792'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0792'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 12.6 MILES NORTH ALONG STATE
 FQ0792'HIGHWAY 77, 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 FQ0792'EAST OF A FENCE, 3 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0792'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0443 ***********************************************************************
 FS0443  DESIGNATION -  30 L
 FS0443  PID         -  FS0443
 FS0443  STATE/COUNTY-  AZ/MOHAVE
 FS0443  USGS QUAD   -  GOLD BASIN (1989)
 FS0443
 FS0443                         *CURRENT SURVEY CONTROL
 FS0443  ___________________________________________________________________
 FS0443* NAD 83(1986)-  35 45 03.     (N)    114 09 11.     (W)     SCALED    
 FS0443* NAVD 88     -       936.082  (meters)    3071.13   (feet)  POSTED    
 FS0443  ___________________________________________________________________
 FS0443  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FS0443  DYNAMIC HT  -         935.030 (meters)    3067.68  (feet)  COMP
 FS0443  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 FS0443
 FS0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0443
 FS0443.The horizontal coordinates were scaled from a topographic map and have
 FS0443.an estimated accuracy of +/- 6 seconds.
 FS0443
 FS0443.The orthometric height was determined by differential leveling
 FS0443.and adjusted by the  in 1992.
 FS0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0443.rate of 0.0 thru 1.0 mm/km.
 FS0443
 FS0443.The geoid height was determined by GEOID03.
 FS0443
 FS0443.The dynamic height is computed by dividing the NAVD 88
 FS0443.geopotential number by the normal gravity value computed on the
 FS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0443.degrees latitude (g = 980.6199 gals.).
 FS0443
 FS0443.The modeled gravity was interpolated from observed gravity values.
 FS0443
 FS0443;                    North         East    Units  Estimated Accuracy
 FS0443;SPC AZ W     -   526,960.      176,910.      MT  (+/- 180 meters Scaled)
 FS0443
 FS0443                          SUPERSEDED SURVEY CONTROL
 FS0443
 FS0443  NGVD 29 (??/??/92)  935.321  (m)         3068.63   (f) ADJ UNCH    1 1
 FS0443
 FS0443.Superseded values are not recommended for survey control.
 FS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0443.See file dsdata.txt to determine how the superseded data were derived.
 FS0443
 FS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV574600(NAD 83)
 FS0443_MARKER: DD = SURVEY DISK
 FS0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0443_STAMPING: 30 L 1938
 FS0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0443+STABILITY: SURFACE MOTION
 FS0443
 FS0443  HISTORY     - Date     Condition        Report By
 FS0443  HISTORY     - 1938     MONUMENTED       USGS
 FS0443  HISTORY     - 1950     GOOD             NGS
 FS0443
 FS0443                          STATION DESCRIPTION
 FS0443
 FS0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0443'30.9 MI N FROM GRASSHOPPER JUNCTION.
 FS0443'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0443'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 19.9 MILES
 FS0443'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.1 MILE
 FS0443'NORTH OF A CATTLE GUARD AND THE JUNCTION OF A DIRT ROAD LEADING
 FS0443'EAST, 56 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT
 FS0443'ROAD LEADING NORTHWEST TO THE MALCO MINE, 36 FEET EAST OF THE
 FS0443'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN
 FS0443'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0502 ***********************************************************************
 CZ0502  DESIGNATION -  300+23.88
 CZ0502  PID         -  CZ0502
 CZ0502  STATE/COUNTY-  AZ/PIMA
 CZ0502  USGS QUAD   -  MARANA (1992)
 CZ0502
 CZ0502                         *CURRENT SURVEY CONTROL
 CZ0502  ___________________________________________________________________
 CZ0502* NAD 83(1986)-  32 26 44.     (N)    111 11 31.     (W)     SCALED    
 CZ0502* NAVD 88     -       612.208  (meters)    2008.55   (feet)  ADJUSTED  
 CZ0502  ___________________________________________________________________
 CZ0502  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0502  DYNAMIC HT  -         611.400 (meters)    2005.90  (feet)  COMP
 CZ0502  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 CZ0502  OBS GRAVITY -     979,301.7   (mgal)                       GRAV_OBS
 CZ0502
 CZ0502  VERT ORDER  -  FIRST     CLASS II
 CZ0502
 CZ0502.The horizontal coordinates were scaled from a topographic map and have
 CZ0502.an estimated accuracy of +/- 6 seconds.
 CZ0502
 CZ0502.The orthometric height was determined by differential leveling
 CZ0502.and adjusted in June 1991.
 CZ0502
 CZ0502.The geoid height was determined by GEOID03.
 CZ0502
 CZ0502.The dynamic height is computed by dividing the NAVD 88
 CZ0502.geopotential number by the normal gravity value computed on the
 CZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0502.degrees latitude (g = 980.6199 gals.).
 CZ0502
 CZ0502.The modeled gravity was interpolated from observed gravity values.
 CZ0502.The observed gravity was obtained from relative gravimeter ties
 CZ0502.to the IGSN71 gravity network.
 CZ0502
 CZ0502;                    North         East    Units  Estimated Accuracy
 CZ0502;SPC AZ C     -   160,500.      281,500.      MT  (+/- 180 meters Scaled)
 CZ0502
 CZ0502                          SUPERSEDED SURVEY CONTROL
 CZ0502
 CZ0502  NGVD 29 (??/??/92)  611.628  (m)         2006.65   (f) ADJ UNCH    1 2
 CZ0502
 CZ0502.Superseded values are not recommended for survey control.
 CZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0502.See file dsdata.txt to determine how the superseded data were derived.
 CZ0502
 CZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA819898(NAD 83)
 CZ0502_MARKER: DD = SURVEY DISK
 CZ0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0502_SP_SET: CURB
 CZ0502_STAMPING: 2006.92 300+23.88 1931
 CZ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0502+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0502
 CZ0502  HISTORY     - Date     Condition        Report By
 CZ0502  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0502  HISTORY     - 1951     GOOD             NGS
 CZ0502  HISTORY     - 1960     GOOD             NGS
 CZ0502  HISTORY     - 1980     GOOD             NGS
 CZ0502  HISTORY     - 19960204 GOOD             USPSQD
 CZ0502  HISTORY     - 20041216 GOOD             NGS
 CZ0502  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0502
 CZ0502                          STATION DESCRIPTION
 CZ0502
 CZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0502'1.3 MI SE FROM MARANA.
 CZ0502'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0502'RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE NUMBER
 CZ0502'963.65, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 CZ0502'CURBING OF THE HIGHWAY BRIDGE, 53.4 FEET NORTHWEST OF TELEGRAPH POLE
 CZ0502'NUMBER 7, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 CZ0502'BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0502'HIGHWAY.
 CZ0502
 CZ0502                          STATION RECOVERY (1960)
 CZ0502
 CZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0502'RECOVERED IN GOOD CONDITION.
 CZ0502
 CZ0502                          STATION RECOVERY (1980)
 CZ0502
 CZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0502'32.8 KILOMETERS (20.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0502'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 963.65,
 CZ0502'AT A 6-CHANNEL CONCRETE BRIDGE UNDER THE FRONTAGE ROAD (OLD U. S.
 CZ0502'HIGHWAY 84), IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL,
 CZ0502'34.5 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 10.0 METERS
 CZ0502'(32.8 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND 5.0
 CZ0502'METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0502'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0502
 CZ0502                          STATION RECOVERY (1996)
 CZ0502
 CZ0502'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0502'RECOVERED IN GOOD CONDITION.
 CZ0502
 CZ0502                          STATION RECOVERY (2004)
 CZ0502
 CZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0502'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0502'SIDE FRONTAGE ROAD FOR INTERSTATE 10.  MARK IS NOT RECESSED.
 CZ0502
 CZ0502                          STATION RECOVERY (2006)
 CZ0502
 CZ0502'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0666 ***********************************************************************
 FR0666  DESIGNATION -  3015
 FR0666  PID         -  FR0666
 FR0666  STATE/COUNTY-  AZ/MOHAVE
 FR0666  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0666
 FR0666                         *CURRENT SURVEY CONTROL
 FR0666  ___________________________________________________________________
 FR0666* NAD 83(1986)-  35 32 24.     (N)    113 52 05.     (W)     SCALED    
 FR0666* NAVD 88     -       919.741  (meters)    3017.52   (feet)  POSTED    
 FR0666  ___________________________________________________________________
 FR0666  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FR0666  DYNAMIC HT  -         918.670 (meters)    3014.00  (feet)  COMP
 FR0666  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 FR0666
 FR0666  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0666
 FR0666.The horizontal coordinates were scaled from a topographic map and have
 FR0666.an estimated accuracy of +/- 6 seconds.
 FR0666
 FR0666.The orthometric height was determined by differential leveling
 FR0666.and adjusted by the  in 1992.
 FR0666.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0666.rate of 1.1 thru 2.0 mm/km.
 FR0666
 FR0666.The geoid height was determined by GEOID03.
 FR0666
 FR0666.The dynamic height is computed by dividing the NAVD 88
 FR0666.geopotential number by the normal gravity value computed on the
 FR0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0666.degrees latitude (g = 980.6199 gals.).
 FR0666
 FR0666.The modeled gravity was interpolated from observed gravity values.
 FR0666
 FR0666;                    North         East    Units  Estimated Accuracy
 FR0666;SPC AZ W     -   503,500.      202,660.      MT  (+/- 180 meters Scaled)
 FR0666
 FR0666                          SUPERSEDED SURVEY CONTROL
 FR0666
 FR0666  NGVD 29 (??/??/92)  918.966  (m)         3014.97   (f) ADJ UNCH    1 1
 FR0666
 FR0666.Superseded values are not recommended for survey control.
 FR0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0666.See file dsdata.txt to determine how the superseded data were derived.
 FR0666
 FR0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE399367(NAD 83)
 FR0666_MARKER: DD = SURVEY DISK
 FR0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0666_STAMPING: 3015 1920
 FR0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0666+STABILITY: SURFACE MOTION
 FR0666
 FR0666  HISTORY     - Date     Condition        Report By
 FR0666  HISTORY     - 1920     MONUMENTED       USGS
 FR0666  HISTORY     - 1940     GOOD             NGS
 FR0666
 FR0666                          STATION DESCRIPTION
 FR0666
 FR0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0666'14.4 MI N FROM HACKBERRY.
 FR0666'14.4 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0666'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 1.5 MILES
 FR0666'NORTHWEST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 30 FEET
 FR0666'NORTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTHWEST OF THE
 FR0666'CENTERLINE OF THE OLD ROADBED AND 3 FEET NORTH OF A WHITE WOODEN
 FR0666'WITNESS POST.  A USGS STANDARD DISK, STAMPED 3015 1920 AND SET IN THE
 FR0666'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0551 ***********************************************************************
 CG0551  DESIGNATION -  3021.36
 CG0551  PID         -  CG0551
 CG0551  STATE/COUNTY-  AZ/PIMA
 CG0551  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0551
 CG0551                         *CURRENT SURVEY CONTROL
 CG0551  ___________________________________________________________________
 CG0551* NAD 83(1986)-  31 45 21.     (N)    111 02 28.     (W)     SCALED    
 CG0551* NAVD 88     -       921.67   (+/-2cm)    3023.8    (feet)  VERTCON   
 CG0551  ___________________________________________________________________
 CG0551  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0551
 CG0551.The horizontal coordinates were scaled from a topographic map and have
 CG0551.an estimated accuracy of +/- 6 seconds.
 CG0551
 CG0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0551.The vertical order pertains to the NGVD 29 superseded value.
 CG0551
 CG0551.The geoid height was determined by GEOID03.
 CG0551
 CG0551;                    North         East    Units  Estimated Accuracy
 CG0551;SPC AZ C     -    84,130.      296,310.      MT  (+/- 180 meters Scaled)
 CG0551
 CG0551                          SUPERSEDED SURVEY CONTROL
 CG0551
 CG0551  NGVD 29 (??/??/92)  920.882  (m)         3021.26   (f) ADJ UNCH    2 0
 CG0551
 CG0551.Superseded values are not recommended for survey control.
 CG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0551.See file dsdata.txt to determine how the superseded data were derived.
 CG0551
 CG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA961133(NAD 83)
 CG0551_MARKER: DD = SURVEY DISK
 CG0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0551_SP_SET: BRIDGE
 CG0551_STAMPING: 3121.36 1704+50.92 1951
 CG0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0551
 CG0551  HISTORY     - Date     Condition        Report By
 CG0551  HISTORY     - 1951     MONUMENTED       AZHD
 CG0551  HISTORY     - 1959     GOOD             NGS
 CG0551  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0551  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0551
 CG0551                          STATION DESCRIPTION
 CG0551
 CG0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0551'2.6 MI N FROM AMADO.
 CG0551'2.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0551'21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, CEMENTED IN THE CENTER
 CG0551'OF THE WEST HEADWALL OF A CONCRETE BRIDGE THAT IS ABOUT 1 FOOT HIGHER
 CG0551'THAN THE HIGHWAY.
 CG0551
 CG0551                          STATION RECOVERY (1976)
 CG0551
 CG0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0551'MARK NOT FOUND.
 CG0551
 CG0551                          STATION RECOVERY (1980)
 CG0551
 CG0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0551'NOT RECOVERED BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY
 CG0551'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0392 ***********************************************************************
 ET0392  DESIGNATION -  3032
 ET0392  PID         -  ET0392
 ET0392  STATE/COUNTY-  AZ/YAVAPAI
 ET0392  USGS QUAD   -  CONGRESS (1969)
 ET0392
 ET0392                         *CURRENT SURVEY CONTROL
 ET0392  ___________________________________________________________________
 ET0392* NAD 83(1986)-  34 09 44.     (N)    112 50 44.     (W)     SCALED    
 ET0392* NAVD 88     -       927.287  (meters)    3042.27   (feet)  POSTED    
 ET0392  ___________________________________________________________________
 ET0392  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 ET0392  DYNAMIC HT  -         926.130 (meters)    3038.48  (feet)  COMP
 ET0392  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 ET0392
 ET0392  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0392
 ET0392.The horizontal coordinates were scaled from a topographic map and have
 ET0392.an estimated accuracy of +/- 6 seconds.
 ET0392
 ET0392.The orthometric height was determined by differential leveling
 ET0392.and adjusted in November 2005.
 ET0392.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0392.rate of 1.1 thru 2.0 mm/km.
 ET0392
 ET0392.The geoid height was determined by GEOID03.
 ET0392
 ET0392.The dynamic height is computed by dividing the NAVD 88
 ET0392.geopotential number by the normal gravity value computed on the
 ET0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0392.degrees latitude (g = 980.6199 gals.).
 ET0392
 ET0392.The modeled gravity was interpolated from observed gravity values.
 ET0392
 ET0392;                    North         East    Units  Estimated Accuracy
 ET0392;SPC AZ C     -   351,040.      127,720.      MT  (+/- 180 meters Scaled)
 ET0392
 ET0392                          SUPERSEDED SURVEY CONTROL
 ET0392
 ET0392  NGVD 29 (??/??/92)  926.619  (m)         3040.08   (f) ADJ UNCH    2 0
 ET0392
 ET0392.Superseded values are not recommended for survey control.
 ET0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0392.See file dsdata.txt to determine how the superseded data were derived.
 ET0392
 ET0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC298816(NAD 83)
 ET0392_MARKER: P = PIPE CAP
 ET0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0392
 ET0392  HISTORY     - Date     Condition        Report By
 ET0392  HISTORY     - UNK      MONUMENTED       USGS
 ET0392  HISTORY     - 1933     GOOD             NGS
 ET0392  HISTORY     - 20071005 MARK NOT FOUND   GEOCAC
 ET0392  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0392
 ET0392                          STATION DESCRIPTION
 ET0392
 ET0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0392'IN CONGRESS JUNCTION.
 ET0392'IRON POST, ON A.T. AND S.F. RIGHT OF WAY, 0.3 MILES NORTH OF DEPOT,
 ET0392'750 FEET NORTHEAST OF PUBLIC SCHOOL, 45 FEET EAST OF RAILROAD
 ET0392'CENTER-LINE.
 ET0392
 ET0392                          STATION RECOVERY (2007)
 ET0392
 ET0392'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0392'DID NOT FIND THE MARK. SEARCHED THE AREA DESCRIBED BUT DID NOT SEE ANY
 ET0392'EVIDENCE OF THE PIPE CAP.
 ET0392
 ET0392                          STATION RECOVERY (2008)
 ET0392
 ET0392'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0392'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0392'MARK. THE DESCRIBED AREA HAS BEEN BLADED, AND IS NOW A STORAGE/STAGING
 ET0392'AREA FOR LENGTHS OF RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0586 ***********************************************************************
 FS0586  DESIGNATION -  3039.76
 FS0586  PID         -  FS0586
 FS0586  STATE/COUNTY-  AZ/MOHAVE
 FS0586  USGS QUAD   -  KINGMAN (1980)
 FS0586
 FS0586                         *CURRENT SURVEY CONTROL
 FS0586  ___________________________________________________________________
 FS0586* NAD 83(1986)-  35 09 32.     (N)    114 04 51.     (W)     SCALED    
 FS0586* NAVD 88     -       927.363  (meters)    3042.52   (feet)  POSTED    
 FS0586  ___________________________________________________________________
 FS0586  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FS0586  DYNAMIC HT  -         926.290 (meters)    3039.00  (feet)  COMP
 FS0586  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 FS0586
 FS0586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0586
 FS0586.The horizontal coordinates were scaled from a topographic map and have
 FS0586.an estimated accuracy of +/- 6 seconds.
 FS0586
 FS0586.The orthometric height was determined by differential leveling
 FS0586.and adjusted by the  in 1992.
 FS0586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0586.rate of 0.0 thru 1.0 mm/km.
 FS0586
 FS0586.The geoid height was determined by GEOID03.
 FS0586
 FS0586.The dynamic height is computed by dividing the NAVD 88
 FS0586.geopotential number by the normal gravity value computed on the
 FS0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0586.degrees latitude (g = 980.6199 gals.).
 FS0586
 FS0586.The modeled gravity was interpolated from observed gravity values.
 FS0586
 FS0586;                    North         East    Units  Estimated Accuracy
 FS0586;SPC AZ W     -   461,270.      183,220.      MT  (+/- 180 meters Scaled)
 FS0586
 FS0586                          SUPERSEDED SURVEY CONTROL
 FS0586
 FS0586  NGVD 29 (??/??/92)  926.594  (m)         3040.00   (f) ADJ UNCH    2 0
 FS0586
 FS0586.Superseded values are not recommended for survey control.
 FS0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0586.See file dsdata.txt to determine how the superseded data were derived.
 FS0586
 FS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU659945(NAD 83)
 FS0586_MARKER: DD = SURVEY DISK
 FS0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0586_SP_SET: BRIDGE
 FS0586_STAMPING: 3039.76 2445X24 1954
 FS0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0586
 FS0586  HISTORY     - Date     Condition        Report By
 FS0586  HISTORY     - 1954     MONUMENTED       AZHD
 FS0586  HISTORY     - 1961     GOOD             NGS
 FS0586  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0586
 FS0586                          STATION DESCRIPTION
 FS0586
 FS0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0586'3.3 MI SSW FROM KINGMAN.
 FS0586'ABOUT 3.3 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0586'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0586'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF AN 85
 FS0586'FOOT CONCRETE BRIDGE WITH 6 OPENINGS, 20 FEET SOUTH OF THE CENTER
 FS0586'LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FS0586'HIGHWAY.
 FS0586
 FS0586                          STATION RECOVERY (1981)
 FS0586
 FS0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0586'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0129 ***********************************************************************
 DB0129  DESIGNATION -  304.01
 DB0129  PID         -  DB0129
 DB0129  STATE/COUNTY-  AZ/YUMA
 DB0129  USGS QUAD   -  WELLTON MESA (1982)
 DB0129
 DB0129                         *CURRENT SURVEY CONTROL
 DB0129  ___________________________________________________________________
 DB0129* NAD 83(1986)-  32 40 37.     (N)    114 03 37.     (W)     SCALED    
 DB0129* NAVD 88     -        93.229  (meters)     305.87   (feet)  ADJUSTED  
 DB0129  ___________________________________________________________________
 DB0129  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DB0129  DYNAMIC HT  -          93.122 (meters)     305.52  (feet)  COMP
 DB0129  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 DB0129
 DB0129  VERT ORDER  -  FIRST     CLASS II
 DB0129
 DB0129.The horizontal coordinates were scaled from a topographic map and have
 DB0129.an estimated accuracy of +/- 6 seconds.
 DB0129
 DB0129.The orthometric height was determined by differential leveling
 DB0129.and adjusted in June 1991.
 DB0129
 DB0129.The geoid height was determined by GEOID03.
 DB0129
 DB0129.The dynamic height is computed by dividing the NAVD 88
 DB0129.geopotential number by the normal gravity value computed on the
 DB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0129.degrees latitude (g = 980.6199 gals.).
 DB0129
 DB0129.The modeled gravity was interpolated from observed gravity values.
 DB0129
 DB0129;                    North         East    Units  Estimated Accuracy
 DB0129;SPC AZ W     -   185,980.      184,260.      MT  (+/- 180 meters Scaled)
 DB0129
 DB0129                          SUPERSEDED SURVEY CONTROL
 DB0129
 DB0129  NGVD 29 (??/??/??)   92.592  (m)          303.78   (f) ADJUSTED    1 2
 DB0129
 DB0129.Superseded values are not recommended for survey control.
 DB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0129.See file dsdata.txt to determine how the superseded data were derived.
 DB0129
 DB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS756192(NAD 83)
 DB0129_MARKER: DD = SURVEY DISK
 DB0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0129_SP_SET: BRIDGE
 DB0129_STAMPING: 304.01
 DB0129_MARK LOGO: AZHD  
 DB0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0129
 DB0129  HISTORY     - Date     Condition        Report By
 DB0129  HISTORY     - UNK      MONUMENTED       AZHD
 DB0129  HISTORY     - 1960     GOOD             NGS
 DB0129  HISTORY     - 1981     GOOD             NGS
 DB0129  HISTORY     - 1981     GOOD             NGS
 DB0129  HISTORY     - 20090206 GOOD             GEOCAC
 DB0129
 DB0129                          STATION DESCRIPTION
 DB0129
 DB0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0129'4.4 MI E FROM WELLTON.
 DB0129'4.4 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0129'WATER TANK AT WELLTON, YUMA COUNTY, 200 FEET NORTH OF THE
 DB0129'CENTER OF A RAILROAD BRIDGE (WOODEN), AT A HIGHWAY BRIDGE OVER
 DB0129'A LARGE WASH, IN THE CENTER OF THE TOP OF THE NORTH GUARDRAIL,
 DB0129'23 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80, AND ABOUT
 DB0129'1 FOOT HIGHER THAN THE HIGHWAY.  AN ARIZONA STATE HIGHWAY
 DB0129'DEPARTMENT STANDARD DISK, STAMPED 304.01.
 DB0129
 DB0129                          STATION RECOVERY (1981)
 DB0129
 DB0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0129'8.2 KM (5.1 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0129'WELLTON, 0.5 KM (0.3 MI) NORTHEAST OF HIGHWAY MILEPOST 38, 0.4 KM
 DB0129'(0.25 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 34E, SET IN TOP OF THE
 DB0129'NORTHWEST HEADWALL OF A HIGHWAY BRIDGE, 7.0 M (23.0 FT) NORTHWEST OF
 DB0129'THE CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) NORTHEAST OF THE
 DB0129'SOUTHWEST END OF THE HEADWALL, 8.2 M (27.0 FT) SOUTHWEST OF THE
 DB0129'NORTHEAST END OF THE HEADWALL.
 DB0129'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DB0129
 DB0129                          STATION RECOVERY (1981)
 DB0129
 DB0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0129'8.2 KM (5.1 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0129'WELLTON, 0.5 KM (0.3 MI) NORTHEAST OF HIGHWAY MILEPOST 38, 0.4 KM
 DB0129'(0.25 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 34E, SET IN TOP OF THE
 DB0129'NORTHWEST HEADWALL OF A HIGHWAY BRIDGE, 7.0 M (23.0 FT) NORTHWEST OF
 DB0129'THE CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) NORTHEAST OF THE
 DB0129'SOUTHWEST END OF THE HEADWALL, 8.2 M (27.0 FT) SOUTHWEST OF THE
 DB0129'NORTHEAST END OF THE HEADWALL.
 DB0129'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DB0129
 DB0129                          STATION RECOVERY (2009)
 DB0129
 DB0129'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0129'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0129'OF N 32 40' 37.7 W
 DB0129'114 03' 37.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0116 ***********************************************************************
 CZ0116  DESIGNATION -  3069
 CZ0116  PID         -  CZ0116
 CZ0116  STATE/COUNTY-  AZ/PIMA
 CZ0116  USGS QUAD   -  ORO VALLEY (1981)
 CZ0116
 CZ0116                         *CURRENT SURVEY CONTROL
 CZ0116  ___________________________________________________________________
 CZ0116* NAD 83(1986)-  32 28 54.     (N)    110 55 20.     (W)     SCALED    
 CZ0116* NAVD 88     -       939.75   (+/-2cm)    3083.2    (feet)  VERTCON   
 CZ0116  ___________________________________________________________________
 CZ0116  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0116
 CZ0116.The horizontal coordinates were scaled from a topographic map and have
 CZ0116.an estimated accuracy of +/- 6 seconds.
 CZ0116
 CZ0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0116.The vertical order pertains to the NGVD 29 superseded value.
 CZ0116
 CZ0116.The geoid height was determined by GEOID03.
 CZ0116
 CZ0116;                    North         East    Units  Estimated Accuracy
 CZ0116;SPC AZ C     -   164,710.      306,830.      MT  (+/- 180 meters Scaled)
 CZ0116
 CZ0116                          SUPERSEDED SURVEY CONTROL
 CZ0116
 CZ0116  NGVD 29 (??/??/92)  939.047  (m)         3080.86   (f) ADJ UNCH    2 0
 CZ0116
 CZ0116.Superseded values are not recommended for survey control.
 CZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0116.See file dsdata.txt to determine how the superseded data were derived.
 CZ0116
 CZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA073938(NAD 83)
 CZ0116_MARKER: P = PIPE CAP
 CZ0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0116_STAMPING: 3069 NOGLS
 CZ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0116
 CZ0116  HISTORY     - Date     Condition        Report By
 CZ0116  HISTORY     - UNK      MONUMENTED       USGS
 CZ0116  HISTORY     - 1962     GOOD             NGS
 CZ0116
 CZ0116                          STATION DESCRIPTION
 CZ0116
 CZ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0116'16.6 MI SW FROM ORACLE.
 CZ0116'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0116'ORACLE TO ORACLE JUNCTION, THENCE 5.2 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0116'80 AND 89 FROM ORACLE JUNCTION, 200 YARDS EAST OF U.S. HIGHWAY 80, ON
 CZ0116'THE SUMMIT OF A LOW HILL, 12 FEET WEST OF THE CENTER OF A TRACK ROAD,
 CZ0116'A U.S. GEOLOGICAL SURVEY CAP RIVETED TO THE TOP OF A 3 1/2-INCH IRON
 CZ0116'PIPE THAT PROJECTS 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0807 ***********************************************************************
 DW0807  DESIGNATION -  307.10
 DW0807  PID         -  DW0807
 DW0807  STATE/COUNTY-  AZ/LA PAZ
 DW0807  USGS QUAD   -  LA PAZ MTN (1970)
 DW0807
 DW0807                         *CURRENT SURVEY CONTROL
 DW0807  ___________________________________________________________________
 DW0807* NAD 83(1986)-  33 37 46.     (N)    114 29 41.     (W)     SCALED    
 DW0807* NAVD 88     -        94.38   (+/-2cm)     309.6    (feet)  VERTCON   
 DW0807  ___________________________________________________________________
 DW0807  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0807  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0807
 DW0807.The horizontal coordinates were scaled from a topographic map and have
 DW0807.an estimated accuracy of +/- 6 seconds.
 DW0807
 DW0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0807.The vertical order pertains to the NGVD 29 superseded value.
 DW0807
 DW0807.The geoid height was determined by GEOID03.
 DW0807
 DW0807;                    North         East    Units  Estimated Accuracy
 DW0807;SPC AZ W     -   291,820.      144,270.      MT  (+/- 180 meters Scaled)
 DW0807
 DW0807                          SUPERSEDED SURVEY CONTROL
 DW0807
 DW0807  NGVD 29 (??/??/??)   93.712  (m)          307.45   (f) ADJUSTED    1 2
 DW0807
 DW0807.Superseded values are not recommended for survey control.
 DW0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0807.See file dsdata.txt to determine how the superseded data were derived.
 DW0807
 DW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT323238(NAD 83)
 DW0807_MARKER: DD = SURVEY DISK
 DW0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0807_SP_SET: RETAINING WALL
 DW0807_STAMPING: 307.10 143+26
 DW0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0807
 DW0807  HISTORY     - Date     Condition        Report By
 DW0807  HISTORY     - UNK      MONUMENTED       AZHD
 DW0807  HISTORY     - 1934     GOOD             NGS
 DW0807  HISTORY     - 1965     MARK NOT FOUND   AMS
 DW0807  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0807
 DW0807                          STATION DESCRIPTION
 DW0807
 DW0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0807'6.4 MI E FROM BLYTHE.
 DW0807'IN YUMA COUNTY, ARIZONA, 6.4 MILES EAST ALONG U.S. HIGHWAY 60
 DW0807'FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA, AT
 DW0807'STATION 143+26, AT THE WEST END OF A DIP, AND IN THE TOP OF THE
 DW0807'WEST END OF THE NORTH CONCRETE RETAINING WALL ALONG THE EDGE OF
 DW0807'THE HIGHWAY.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK,
 DW0807'STAMPED 307.10 143+26.
 DW0807
 DW0807                          STATION RECOVERY (1965)
 DW0807
 DW0807'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0807'MARK NOT FOUND.
 DW0807
 DW0807                          STATION RECOVERY (1981)
 DW0807
 DW0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0807'NOT RECOVERED. NOTE-THE RETAINING WALL DESCRIBED WAS DESTROYED IN A
 DW0807'FLASH FLOOD, MARK BELIEVED LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0557 ***********************************************************************
 CG0557  DESIGNATION -  3070.02
 CG0557  PID         -  CG0557
 CG0557  STATE/COUNTY-  AZ/PIMA
 CG0557  USGS QUAD   -  AMADO (1981)
 CG0557
 CG0557                         *CURRENT SURVEY CONTROL
 CG0557  ___________________________________________________________________
 CG0557* NAD 83(1986)-  31 43 33.     (N)    111 03 42.     (W)     SCALED    
 CG0557* NAVD 88     -       936.492  (meters)    3072.47   (feet)  ADJUSTED  
 CG0557  ___________________________________________________________________
 CG0557  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0557  DYNAMIC HT  -         935.110 (meters)    3067.94  (feet)  COMP
 CG0557  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 CG0557
 CG0557  VERT ORDER  -  FIRST     CLASS II
 CG0557
 CG0557.The horizontal coordinates were scaled from a topographic map and have
 CG0557.an estimated accuracy of +/- 6 seconds.
 CG0557
 CG0557.The orthometric height was determined by differential leveling
 CG0557.and adjusted in June 1991.
 CG0557
 CG0557.The geoid height was determined by GEOID03.
 CG0557
 CG0557.The dynamic height is computed by dividing the NAVD 88
 CG0557.geopotential number by the normal gravity value computed on the
 CG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0557.degrees latitude (g = 980.6199 gals.).
 CG0557
 CG0557.The modeled gravity was interpolated from observed gravity values.
 CG0557
 CG0557;                    North         East    Units  Estimated Accuracy
 CG0557;SPC AZ C     -    80,790.      294,380.      MT  (+/- 180 meters Scaled)
 CG0557
 CG0557                          SUPERSEDED SURVEY CONTROL
 CG0557
 CG0557  NGVD 29 (??/??/92)  935.699  (m)         3069.87   (f) ADJ UNCH    1 2
 CG0557
 CG0557.Superseded values are not recommended for survey control.
 CG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0557.See file dsdata.txt to determine how the superseded data were derived.
 CG0557
 CG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941100(NAD 83)
 CG0557_MARKER: DD = SURVEY DISK
 CG0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0557_SP_SET: CULVERT
 CG0557_STAMPING: 3070.02 1951 1581+34.91
 CG0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0557
 CG0557  HISTORY     - Date     Condition        Report By
 CG0557  HISTORY     - 1951     MONUMENTED       AZHD
 CG0557  HISTORY     - 1959     GOOD             NGS
 CG0557  HISTORY     - 1980     GOOD             NGS
 CG0557  HISTORY     - 19950302 GOOD             USPSQD
 CG0557  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 CG0557
 CG0557                          STATION DESCRIPTION
 CG0557
 CG0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0557'0.2 MI N FROM AMADO.
 CG0557'0.2 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, AT
 CG0557'A DOUBLE CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE WEST
 CG0557'CONCRETE HEADWALL, 23.4 FEET WEST OF THE CENTER OF THE HIGHWAY, AND
 CG0557'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CG0557
 CG0557                          STATION RECOVERY (1980)
 CG0557
 CG0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0557'0.2 KILOMETER (0.1 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0557'INTERSTATE HIGHWAY I-19 FROM THE AMADO RURAL POST OFFICE AT AMADO,
 CG0557'SET IN THE TOP AND CENTER OF THE WEST HEADWALL OF A DOUBLE CONCRETE
 CG0557'BOX CULVERT, 6.25 METERS (20.5 FEET) NORTH OF A SIGN READING
 CG0557'ENTERING SANTA CRUZE COUNTY, 7.1 METERS (23.3 FEET) WEST OF THE
 CG0557'CENTERLINE OF THE FRONTAGE ROAD (FORMER U.S. HIGHWAY 89), 11.7
 CG0557'METERS (38.4 FEET) SOUTH OF THE CENTERLINE OF A ASPHALT ROAD
 CG0557'LEADING TO INTERSTATE HIGHWAY I-9.
 CG0557'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CG0557
 CG0557                          STATION RECOVERY (1995)
 CG0557
 CG0557'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0557'RECOVERED IN GOOD CONDITION.
 CG0557
 CG0557                          STATION RECOVERY (2002)
 CG0557
 CG0557'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0155 ***********************************************************************
 DB0155  DESIGNATION -  308.78
 DB0155  PID         -  DB0155
 DB0155  STATE/COUNTY-  AZ/YUMA
 DB0155  USGS QUAD   -  WELLTON (1982)
 DB0155
 DB0155                         *CURRENT SURVEY CONTROL
 DB0155  ___________________________________________________________________
 DB0155* NAD 83(1986)-  32 38 57.     (N)    114 08 32.     (W)     SCALED    
 DB0155* NAVD 88     -        94.77   (+/-2cm)     310.9    (feet)  VERTCON   
 DB0155  ___________________________________________________________________
 DB0155  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0155
 DB0155.The horizontal coordinates were scaled from a topographic map and have
 DB0155.an estimated accuracy of +/- 6 seconds.
 DB0155
 DB0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0155.The vertical order pertains to the NGVD 29 superseded value.
 DB0155
 DB0155.The geoid height was determined by GEOID03.
 DB0155
 DB0155;                    North         East    Units  Estimated Accuracy
 DB0155;SPC AZ W     -   182,920.      176,560.      MT  (+/- 180 meters Scaled)
 DB0155
 DB0155                          SUPERSEDED SURVEY CONTROL
 DB0155
 DB0155  NGVD 29 (??/??/??)   94.130  (m)          308.82   (f) ADJUSTED    2 0
 DB0155
 DB0155.Superseded values are not recommended for survey control.
 DB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0155.See file dsdata.txt to determine how the superseded data were derived.
 DB0155
 DB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS680160(NAD 83)
 DB0155_MARKER: DD = SURVEY DISK
 DB0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0155_SP_SET: BRIDGE
 DB0155_STAMPING: 308.78
 DB0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0155
 DB0155  HISTORY     - Date     Condition        Report By
 DB0155  HISTORY     - UNK      MONUMENTED       BOR
 DB0155  HISTORY     - 1962     GOOD             NGS
 DB0155
 DB0155                          STATION DESCRIPTION
 DB0155
 DB0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0155'1.7 MI S FROM WELLTON.
 DB0155'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0155'PACIFIC RAILROAD STATION AT WELLTON, THENCE 1.5 MILES SOUTH ALONG
 DB0155'A GRAVELED ROAD, WEST OF AND ACROSS THE ROAD FROM A REDWOOD
 DB0155'BUILDING, 76 FEET WEST OF THE CENTER LINE OF THE ROAD, 52 FEET
 DB0155'NORTH OF THE CENTER LINE OF AN EAST-WEST GRADED DIRT ROAD, 17
 DB0155'FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH IRRIGATION DITCH,
 DB0155'ABOUT 8 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD, SET IN THE
 DB0155'TOP AND CENTER OF A SMALL CONCRETE HEADWALL OVER A SMALL IRRIGATION
 DB0155'DITCH WHICH LEADS WEST FROM THE NORTH-SOUTH IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0706 ***********************************************************************
 CG0706  DESIGNATION -  3082.3
 CG0706  PID         -  CG0706
 CG0706  STATE/COUNTY-  AZ/PIMA
 CG0706  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0706
 CG0706                         *CURRENT SURVEY CONTROL
 CG0706  ___________________________________________________________________
 CG0706* NAD 83(1986)-  31 31 00.     (N)    111 39 03.     (W)     SCALED    
 CG0706* NAVD 88     -       940.15   (+/-2cm)    3084.5    (feet)  VERTCON   
 CG0706  ___________________________________________________________________
 CG0706  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 CG0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0706
 CG0706.The horizontal coordinates were scaled from a topographic map and have
 CG0706.an estimated accuracy of +/- 6 seconds.
 CG0706
 CG0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0706.The vertical order pertains to the NGVD 29 superseded value.
 CG0706
 CG0706.The geoid height was determined by GEOID03.
 CG0706
 CG0706;                    North         East    Units  Estimated Accuracy
 CG0706;SPC AZ C     -    57,310.      238,610.      MT  (+/- 180 meters Scaled)
 CG0706
 CG0706                          SUPERSEDED SURVEY CONTROL
 CG0706
 CG0706  NGVD 29 (??/??/92)  939.372  (m)         3081.92   (f) ADJ UNCH    2 0
 CG0706
 CG0706.Superseded values are not recommended for survey control.
 CG0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0706.See file dsdata.txt to determine how the superseded data were derived.
 CG0706
 CG0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV382870(NAD 83)
 CG0706_MARKER: Q = CHISELED SQUARE
 CG0706_SETTING: 80 = SET IN A BOULDER
 CG0706_SP_SET: BOULDER
 CG0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0706+STABILITY: SURFACE MOTION
 CG0706
 CG0706  HISTORY     - Date     Condition        Report By
 CG0706  HISTORY     - UNK      MONUMENTED       USGS
 CG0706  HISTORY     - 1952     GOOD             NGS
 CG0706
 CG0706                          STATION DESCRIPTION
 CG0706
 CG0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0706'14.5 MI SE FROM SAN MIGUEL.
 CG0706'4.3 MILES EAST ALONG A GRAVEL ROAD FROM SCHOOL AND THE MISSION AT SAN
 CG0706'MIGUEL, THENCE 10.2 MILES SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, 110
 CG0706'FEET NORTH OF A WIRE FENCE BOUNDARY LINE OF THE UNITED STATES AND
 CG0706'MEXICO, 83.8 FEET NORTH OF B.M. U 306, 49.8 FEET NORTH OF THE CENTER
 CG0706'LINE OF THE ROAD, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0706'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0585 ***********************************************************************
 FS0585  DESIGNATION -  3084.16
 FS0585  PID         -  FS0585
 FS0585  STATE/COUNTY-  AZ/MOHAVE
 FS0585  USGS QUAD   -  KINGMAN (1980)
 FS0585
 FS0585                         *CURRENT SURVEY CONTROL
 FS0585  ___________________________________________________________________
 FS0585* NAD 83(1986)-  35 09 43.     (N)    114 04 24.     (W)     SCALED    
 FS0585* NAVD 88     -       940.608  (meters)    3085.98   (feet)  ADJUSTED  
 FS0585  ___________________________________________________________________
 FS0585  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FS0585  DYNAMIC HT  -         939.514 (meters)    3082.39  (feet)  COMP
 FS0585  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 FS0585
 FS0585  VERT ORDER  -  FIRST     CLASS II
 FS0585
 FS0585.The horizontal coordinates were scaled from a topographic map and have
 FS0585.an estimated accuracy of +/- 6 seconds.
 FS0585
 FS0585.The orthometric height was determined by differential leveling
 FS0585.and adjusted in June 1991.
 FS0585
 FS0585.The geoid height was determined by GEOID03.
 FS0585
 FS0585.The dynamic height is computed by dividing the NAVD 88
 FS0585.geopotential number by the normal gravity value computed on the
 FS0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0585.degrees latitude (g = 980.6199 gals.).
 FS0585
 FS0585.The modeled gravity was interpolated from observed gravity values.
 FS0585
 FS0585;                    North         East    Units  Estimated Accuracy
 FS0585;SPC AZ W     -   461,600.      183,900.      MT  (+/- 180 meters Scaled)
 FS0585
 FS0585                          SUPERSEDED SURVEY CONTROL
 FS0585
 FS0585  NGVD 29 (??/??/92)  939.837  (m)         3083.45   (f) ADJ UNCH    1 2
 FS0585
 FS0585.Superseded values are not recommended for survey control.
 FS0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0585.See file dsdata.txt to determine how the superseded data were derived.
 FS0585
 FS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU665949(NAD 83)
 FS0585_MARKER: DD = SURVEY DISK
 FS0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0585_SP_SET: BRIDGE
 FS0585_STAMPING: 3084.16 19X77 1939
 FS0585_MARK LOGO: AZHD  
 FS0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0585
 FS0585  HISTORY     - Date     Condition        Report By
 FS0585  HISTORY     - 1939     MONUMENTED       AZHD
 FS0585  HISTORY     - 1961     GOOD             NGS
 FS0585  HISTORY     - 1981     GOOD             NGS
 FS0585
 FS0585                          STATION DESCRIPTION
 FS0585
 FS0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0585'2.8 MI SSW FROM KINGMAN.
 FS0585'ABOUT 2.8 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0585'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0585'ABOUT 0.2 MILES SOUTHWEST OF THE ARIZONA STATE INSPECTION
 FS0585'STATION, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTH EAST
 FS0585'CURB OF A 220 FOOT CONCRETE BRIDGE, 12 FEET SOUTHEAST OF THE
 FS0585'CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET ABOVE THE
 FS0585'HIGHWAY.
 FS0585
 FS0585                          STATION RECOVERY (1981)
 FS0585
 FS0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0585'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0585'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 4.25 KM (2.65 MI) SOUTH
 FS0585'ALONG OLD US HIGHWAY 66, AT A BRIDGE OVER HOLLY MOSES WASH, IN TOP
 FS0585'OF THE SOUTHEAST CURB 8.5 METERS (28. FT) NORTHEAST OF THE SOUTHWEST
 FS0585'END, 4 METERS (13 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FS0585'0.8 METER (2.5 FT) NORTHEAST OF BENCH MARK E 484.
 FS0585'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0597 ***********************************************************************
 ET0597  DESIGNATION -  3085.38
 ET0597  PID         -  ET0597
 ET0597  STATE/COUNTY-  AZ/YAVAPAI
 ET0597  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0597
 ET0597                         *CURRENT SURVEY CONTROL
 ET0597  ___________________________________________________________________
 ET0597* NAD 83(1986)-  34 31 09.     (N)    113 19 24.     (W)     SCALED    
 ET0597* NAVD 88     -       941.051  (meters)    3087.43   (feet)  POSTED    
 ET0597  ___________________________________________________________________
 ET0597  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0597  DYNAMIC HT  -         939.900 (meters)    3083.66  (feet)  COMP
 ET0597  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 ET0597
 ET0597  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0597
 ET0597.The horizontal coordinates were scaled from a topographic map and have
 ET0597.an estimated accuracy of +/- 6 seconds.
 ET0597
 ET0597.The orthometric height was determined by differential leveling
 ET0597.and adjusted in November 2005.
 ET0597.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0597.rate of 2.1 thru 3.0 mm/km.
 ET0597
 ET0597.The geoid height was determined by GEOID03.
 ET0597
 ET0597.The dynamic height is computed by dividing the NAVD 88
 ET0597.geopotential number by the normal gravity value computed on the
 ET0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0597.degrees latitude (g = 980.6199 gals.).
 ET0597
 ET0597.The modeled gravity was interpolated from observed gravity values.
 ET0597
 ET0597;                    North         East    Units  Estimated Accuracy
 ET0597;SPC AZ C     -   391,140.       84,210.      MT  (+/- 180 meters Scaled)
 ET0597
 ET0597                          SUPERSEDED SURVEY CONTROL
 ET0597
 ET0597  NGVD 29 (??/??/92)  940.317  (m)         3085.02   (f) ADJ UNCH    1 2
 ET0597
 ET0597.Superseded values are not recommended for survey control.
 ET0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0597.See file dsdata.txt to determine how the superseded data were derived.
 ET0597
 ET0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD867221(NAD 83)
 ET0597_MARKER: Q = CHISELED SQUARE
 ET0597_SETTING: 80 = SET IN A BOULDER
 ET0597_SP_SET: GRANITE BOULDER
 ET0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0597+STABILITY: SURFACE MOTION
 ET0597
 ET0597  HISTORY     - Date     Condition        Report By
 ET0597  HISTORY     - UNK      MONUMENTED       USGS
 ET0597  HISTORY     - 1950     GOOD             NGS
 ET0597
 ET0597                          STATION DESCRIPTION
 ET0597
 ET0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0597'23.4 MI W FROM BAGDAD.
 ET0597'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0597'AT BAGDAD, THENCE 16.6 MILES WEST ALONG A COUNTY DIRT ROAD, 0.15 MILE
 ET0597'NORTHWEST OF A CATTLE GUARD, 99 FEET NORTHWEST OF THE JUNCTION OF THE
 ET0597'CENTER LINE AT THE WEST CORNER OF A TRIANGLE FORMED BY THE JUNCTION OF
 ET0597'A DIRT ROAD LEADING NORTH TO THE BLAND MINE, 26 1/2 FEET EAST OF THE
 ET0597'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, ON THE TOP OF
 ET0597'A GRANITE BOULDER, ABOUT 6 FEET HIGHER THAN THE ROAD, AND MARKED BY
 ET0597'THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0395 ***********************************************************************
 ET0395  DESIGNATION -  3094
 ET0395  PID         -  ET0395
 ET0395  STATE/COUNTY-  AZ/YAVAPAI
 ET0395  USGS QUAD   -  CONGRESS (1969)
 ET0395
 ET0395                         *CURRENT SURVEY CONTROL
 ET0395  ___________________________________________________________________
 ET0395* NAD 83(1986)-  34 10 38.     (N)    112 50 29.     (W)     SCALED    
 ET0395* NAVD 88     -       946.29   (+/-2cm)    3104.6    (feet)  VERTCON   
 ET0395  ___________________________________________________________________
 ET0395  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 ET0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0395
 ET0395.The horizontal coordinates were scaled from a topographic map and have
 ET0395.an estimated accuracy of +/- 6 seconds.
 ET0395
 ET0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0395.The vertical order pertains to the NGVD 29 superseded value.
 ET0395
 ET0395.The geoid height was determined by GEOID03.
 ET0395
 ET0395;                    North         East    Units  Estimated Accuracy
 ET0395;SPC AZ C     -   352,700.      128,120.      MT  (+/- 180 meters Scaled)
 ET0395
 ET0395                          SUPERSEDED SURVEY CONTROL
 ET0395
 ET0395  NGVD 29 (??/??/92)  945.523  (m)         3102.10   (f) ADJ UNCH    2 0
 ET0395
 ET0395.Superseded values are not recommended for survey control.
 ET0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0395.See file dsdata.txt to determine how the superseded data were derived.
 ET0395
 ET0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC302833(NAD 83)
 ET0395_MARKER: DD = SURVEY DISK
 ET0395_SETTING: 80 = SET IN A BOULDER
 ET0395_SP_SET: BOULDER
 ET0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0395+STABILITY: SURFACE MOTION
 ET0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0395+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0395
 ET0395  HISTORY     - Date     Condition        Report By
 ET0395  HISTORY     - UNK      MONUMENTED       USGS
 ET0395  HISTORY     - 1933     GOOD             NGS
 ET0395  HISTORY     - 20080803 GOOD             GEOCAC
 ET0395
 ET0395                          STATION DESCRIPTION
 ET0395
 ET0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0395'1.6 MI N FROM CONGRESS JUNCTION.
 ET0395'AT SIDE OF A.T. AND S.F. RY., 0.1 MILES EAST OF MILEPOST 122,
 ET0395'SOUTHEAST OF CONGRESS MINE, ON TOP OF GRANITE BOULDER BETWEEN GRAVEL
 ET0395'AND ROCK CUTS, 60 FEET SOUTH OF RAILROAD CENTER-LINE, BELOW TOP OF
 ET0395'RAIL ELEVATION.
 ET0395
 ET0395                          STATION RECOVERY (2008)
 ET0395
 ET0395'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0395'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0395'10.646' W112 50.488'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0095 ***********************************************************************
 CZ0095  DESIGNATION -  3096
 CZ0095  PID         -  CZ0095
 CZ0095  STATE/COUNTY-  AZ/PIMA
 CZ0095  USGS QUAD   -  VAIL (1981)
 CZ0095
 CZ0095                         *CURRENT SURVEY CONTROL
 CZ0095  ___________________________________________________________________
 CZ0095* NAD 83(1986)-  32 04 20.     (N)    110 44 48.     (W)     SCALED    
 CZ0095* NAVD 88     -       948.34   (+/-2cm)    3111.3    (feet)  VERTCON   
 CZ0095  ___________________________________________________________________
 CZ0095  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CZ0095  VERT ORDER  -  ? (See Below)
 CZ0095
 CZ0095.The horizontal coordinates were scaled from a topographic map and have
 CZ0095.an estimated accuracy of +/- 6 seconds.
 CZ0095
 CZ0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0095.The vertical order pertains to the NGVD 29 superseded value.
 CZ0095
 CZ0095.The geoid height was determined by GEOID03.
 CZ0095
 CZ0095;                    North         East    Units  Estimated Accuracy
 CZ0095;SPC AZ C     -   119,470.      323,820.      MT  (+/- 180 meters Scaled)
 CZ0095
 CZ0095                          SUPERSEDED SURVEY CONTROL
 CZ0095
 CZ0095  NGVD 29 (??/??/92)  947.626  (m)         3109.00   (f) ADJ UNCH    ?  
 CZ0095
 CZ0095.Superseded values are not recommended for survey control.
 CZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0095.See file dsdata.txt to determine how the superseded data were derived.
 CZ0095
 CZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA239484(NAD 83)
 CZ0095_MARKER: P = PIPE CAP
 CZ0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0095_STAMPING: 3096 NOGLS
 CZ0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0095
 CZ0095  HISTORY     - Date     Condition        Report By
 CZ0095  HISTORY     - UNK      MONUMENTED       USGS
 CZ0095  HISTORY     - 1952     MARK NOT FOUND   NGS
 CZ0095  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 CZ0095
 CZ0095                          STATION DESCRIPTION
 CZ0095
 CZ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0095'1.8 MI SE FROM ESMOND.
 CZ0095'1.8 MI. S.E. ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0095'STATION SIGN AT ESMOND, PIMA COUNTY, 0.4 MI. S.E. OF MILEPOST 1000,
 CZ0095'AND 15 FEET E. OF A GATE.  A U.S. GEOLOGICAL SURVEY CAP, STAMPED 3096
 CZ0095'NOGLS AND RIVETED IN THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- THE
 CZ0095'TRACKS AT THIS POINT WILL BE REMOVED DUE TO THE DAVIS MONTHAN AIR
 CZ0095'FORCE BASE BEING EXTENDED. THE STATION AT ESMOND WILL ALSO BE REMOVED.
 CZ0095
 CZ0095                          STATION RECOVERY (2006)
 CZ0095
 CZ0095'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0095'MARKER WAS LAST SEEN IN 1952. RAILWAY HAS BEEN REMOVED AND THE SCALED
 CZ0095'COORDINATES PLACE IT INSIDE A PRIVATE FENCELINE. AREA HAS BEEN
 CZ0095'DEVELOPED AND MARKER MAY BE BURIED OR REMOVED. IMAGES AVAILABLE OF THE
 CZ0095'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0584 ***********************************************************************
 ET0584  DESIGNATION -  3096.4
 ET0584  PID         -  ET0584
 ET0584  STATE/COUNTY-  AZ/YAVAPAI
 ET0584  USGS QUAD   -  BAGDAD (1986)
 ET0584
 ET0584                         *CURRENT SURVEY CONTROL
 ET0584  ___________________________________________________________________
 ET0584* NAD 83(1986)-  34 31 35.     (N)    113 07 59.     (W)     SCALED    
 ET0584* NAVD 88     -       944.232  (meters)    3097.87   (feet)  POSTED    
 ET0584  ___________________________________________________________________
 ET0584  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 ET0584  DYNAMIC HT  -         943.070 (meters)    3094.06  (feet)  COMP
 ET0584  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 ET0584
 ET0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0584
 ET0584.The horizontal coordinates were scaled from a topographic map and have
 ET0584.an estimated accuracy of +/- 6 seconds.
 ET0584
 ET0584.The orthometric height was determined by differential leveling
 ET0584.and adjusted in November 2005.
 ET0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0584.rate of 0.0 thru 1.0 mm/km.
 ET0584
 ET0584.The geoid height was determined by GEOID03.
 ET0584
 ET0584.The dynamic height is computed by dividing the NAVD 88
 ET0584.geopotential number by the normal gravity value computed on the
 ET0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0584.degrees latitude (g = 980.6199 gals.).
 ET0584
 ET0584.The modeled gravity was interpolated from observed gravity values.
 ET0584
 ET0584;                    North         East    Units  Estimated Accuracy
 ET0584;SPC AZ C     -   391,710.      101,690.      MT  (+/- 180 meters Scaled)
 ET0584
 ET0584                          SUPERSEDED SURVEY CONTROL
 ET0584
 ET0584  NGVD 29 (??/??/92)  943.496  (m)         3095.45   (f) ADJ UNCH    1 2
 ET0584
 ET0584.Superseded values are not recommended for survey control.
 ET0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0584.See file dsdata.txt to determine how the superseded data were derived.
 ET0584
 ET0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD042225(NAD 83)
 ET0584_MARKER: Q = CHISELED SQUARE
 ET0584_SETTING: 80 = SET IN A BOULDER
 ET0584_SP_SET: BOULDER
 ET0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0584+STABILITY: SURFACE MOTION
 ET0584
 ET0584  HISTORY     - Date     Condition        Report By
 ET0584  HISTORY     - UNK      MONUMENTED       USGS
 ET0584  HISTORY     - 1950     GOOD             NGS
 ET0584
 ET0584                          STATION DESCRIPTION
 ET0584
 ET0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0584'6.8 MI SE FROM BAGDAD.
 ET0584'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0584'AT BAGDAD, AT THE JUNCTION OF COUNTY DIRT ROAD LEADING SOUTHWEST, 115
 ET0584'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 41.0 FEET SOUTHEAST OF
 ET0584'B.M. U 290, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE
 ET0584'TOP OF A SMALL BOULDER, 13 FEET SOUTHEAST OF A SMALL MESQUITE TREE, 7
 ET0584'FEET NORTH OF A CAIRN, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1575 ***********************************************************************
 DV1575  DESIGNATION -  31 A
 DV1575  PID         -  DV1575
 DV1575  STATE/COUNTY-  AZ/LA PAZ
 DV1575  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1575
 DV1575                         *CURRENT SURVEY CONTROL
 DV1575  ___________________________________________________________________
 DV1575* NAD 83(1986)-  33 35 18.     (N)    113 28 53.     (W)     SCALED    
 DV1575* NAVD 88     -       435.30   (+/-2cm)    1428.1    (feet)  VERTCON   
 DV1575  ___________________________________________________________________
 DV1575  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1575
 DV1575.The horizontal coordinates were scaled from a topographic map and have
 DV1575.an estimated accuracy of +/- 6 seconds.
 DV1575
 DV1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1575.The vertical order pertains to the NGVD 29 superseded value.
 DV1575
 DV1575.The geoid height was determined by GEOID03.
 DV1575
 DV1575;                    North         East    Units  Estimated Accuracy
 DV1575;SPC AZ W     -   287,040.      238,290.      MT  (+/- 180 meters Scaled)
 DV1575
 DV1575                          SUPERSEDED SURVEY CONTROL
 DV1575
 DV1575  NGVD 29 (??/??/92)  434.615  (m)         1425.90   (f) ADJ UNCH    2 0
 DV1575
 DV1575.Superseded values are not recommended for survey control.
 DV1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1575.See file dsdata.txt to determine how the superseded data were derived.
 DV1575
 DV1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC697192(NAD 83)
 DV1575_MARKER: DD = SURVEY DISK
 DV1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1575_STAMPING: 31 A 1962
 DV1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1575+STABILITY: SURFACE MOTION
 DV1575
 DV1575  HISTORY     - Date     Condition        Report By
 DV1575  HISTORY     - 1962     MONUMENTED       AZHD
 DV1575
 DV1575                          STATION DESCRIPTION
 DV1575
 DV1575'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1575'19.9 MI SE FROM SALOME.
 DV1575'0.5 MILE EAST-SOUTHEAST OF B 413 31 AN ARIZONA DEPARTMENT DISK
 DV1575'STAMPED 31 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1575'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1575'HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1507 ***********************************************************************
 CZ1507  DESIGNATION -  31 BBA
 CZ1507  PID         -  CZ1507
 CZ1507  STATE/COUNTY-  AZ/PINAL
 CZ1507  USGS QUAD   -  ELOY NORTH (1992)
 CZ1507
 CZ1507                         *CURRENT SURVEY CONTROL
 CZ1507  ___________________________________________________________________
 CZ1507* NAD 83(1986)-  32 46 39.     (N)    111 33 49.     (W)     SCALED    
 CZ1507* NAVD 88     -       467.979  (meters)    1535.36   (feet)  READJUSTED
 CZ1507  ___________________________________________________________________
 CZ1507  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1507  DYNAMIC HT  -         467.390 (meters)    1533.43  (feet)  COMP
 CZ1507  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 CZ1507
 CZ1507  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1507
 CZ1507.The horizontal coordinates were scaled from a topographic map and have
 CZ1507.an estimated accuracy of +/- 6 seconds.
 CZ1507
 CZ1507.The orthometric height was determined by differential leveling
 CZ1507.and adjusted in April 1999.
 CZ1507.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1507.mark was located on a no-check spur therefore a value was not computed.
 CZ1507.The height was derived from older observations constrained to new
 CZ1507.heights in a crustal motion area.  The height is approximate in
 CZ1507.relation to other heights in its vicinity.
 CZ1507.No vertical observational check was made to the station.
 CZ1507
 CZ1507.The geoid height was determined by GEOID03.
 CZ1507
 CZ1507.The dynamic height is computed by dividing the NAVD 88
 CZ1507.geopotential number by the normal gravity value computed on the
 CZ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1507.degrees latitude (g = 980.6199 gals.).
 CZ1507
 CZ1507.The modeled gravity was interpolated from observed gravity values.
 CZ1507
 CZ1507;                    North         East    Units  Estimated Accuracy
 CZ1507;SPC AZ C     -   197,130.      246,430.      MT  (+/- 180 meters Scaled)
 CZ1507
 CZ1507                          SUPERSEDED SURVEY CONTROL
 CZ1507
 CZ1507  NAVD 88 (06/15/91)  468.131  (m)         1535.86   (f) UNKNOWN     1 2
 CZ1507
 CZ1507.Superseded values are not recommended for survey control.
 CZ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1507.See file dsdata.txt to determine how the superseded data were derived.
 CZ1507
 CZ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472267(NAD 83)
 CZ1507_MARKER: Z = SEE DESCRIPTION
 CZ1507_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CZ1507_SP_SET: UNSPECIFIED DEEP
 CZ1507_MARK LOGO: USGS  
 CZ1507_PROJECTION: PROJECTING 30 CENTIMETERS
 CZ1507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1507+STABILITY: POSITION/ELEVATION WELL
 CZ1507_ROD/PIPE-DEPTH: 253. meters
 CZ1507
 CZ1507  HISTORY     - Date     Condition        Report By
 CZ1507  HISTORY     - UNK      MONUMENTED       USGS
 CZ1507  HISTORY     - 1980     GOOD             NGS
 CZ1507  HISTORY     - 1984     GOOD             NGS
 CZ1507
 CZ1507                          STATION DESCRIPTION
 CZ1507
 CZ1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1507'24.1 KM SE FROM CASA GRANDE.
 CZ1507'21.7 KILOMETERS (13.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1507'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.0 KILOMETERS
 CZ1507'(1.25 MILES) NORTH ALONG ELEVEN MILE CORNER ROAD, THENCE 0.4 KILOMETER
 CZ1507'(0.25 MILE) EAST ALONG HOUSER ROAD, TO A 2.4- BY 3-METER GALVANIZED
 CZ1507'SHEET METAL BUILDING HOUSING A U.S.G.S. EXTENSOMETER RECORDER.  THE
 CZ1507'MARK HELD IS ON THE WEST FACE OF A 5-CENTIMETER GALVANIZED PIPE BELOW
 CZ1507'THE EXTENSOMETER AND 10 CENTIMETERS BELOW THE TOP OF THE PIPE.
 CZ1507
 CZ1507                          STATION RECOVERY (1984)
 CZ1507
 CZ1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0821 ***********************************************************************
 FQ0821  DESIGNATION -  31 BKC
 FQ0821  PID         -  FQ0821
 FQ0821  STATE/COUNTY-  AZ/COCONINO
 FQ0821  USGS QUAD   -  WUPATKI SE (1969)
 FQ0821
 FQ0821                         *CURRENT SURVEY CONTROL
 FQ0821  ___________________________________________________________________
 FQ0821* NAD 83(1986)-  35 32 26.     (N)    111 19 20.     (W)     SCALED    
 FQ0821* NAVD 88     -      1399.655  (meters)    4592.03   (feet)  POSTED    
 FQ0821  ___________________________________________________________________
 FQ0821  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0821  DYNAMIC HT  -        1397.890 (meters)    4586.24  (feet)  COMP
 FQ0821  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 FQ0821
 FQ0821  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0821
 FQ0821.The horizontal coordinates were scaled from a topographic map and have
 FQ0821.an estimated accuracy of +/- 6 seconds.
 FQ0821
 FQ0821.The orthometric height was determined by differential leveling
 FQ0821.and adjusted by the  in 1992.
 FQ0821.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0821.rate of 0.0 thru 1.0 mm/km.
 FQ0821
 FQ0821.The geoid height was determined by GEOID03.
 FQ0821
 FQ0821.The dynamic height is computed by dividing the NAVD 88
 FQ0821.geopotential number by the normal gravity value computed on the
 FQ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0821.degrees latitude (g = 980.6199 gals.).
 FQ0821
 FQ0821.The modeled gravity was interpolated from observed gravity values.
 FQ0821
 FQ0821;                    North         East    Units  Estimated Accuracy
 FQ0821;SPC AZ C     -   503,700.      267,260.      MT  (+/- 180 meters Scaled)
 FQ0821
 FQ0821                          SUPERSEDED SURVEY CONTROL
 FQ0821
 FQ0821.No superseded survey control is available for this station.
 FQ0821
 FQ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE707330(NAD 83)
 FQ0821_MARKER: DB = BENCH MARK DISK
 FQ0821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0821_SP_SET: COPPER-CLAD STEEL ROD
 FQ0821_STAMPING: 31 BKC 1968
 FQ0821_MARK LOGO: USGS  
 FQ0821_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0821+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0821
 FQ0821  HISTORY     - Date     Condition        Report By
 FQ0821  HISTORY     - 1968     MONUMENTED       USGS
 FQ0821
 FQ0821                          STATION DESCRIPTION
 FQ0821
 FQ0821'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0821'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0821'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0821'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0821'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0821'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0821'1.7 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 59 FEET SOUTH OF
 FQ0821'THE ROAD, 5 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0821'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1965 ***********************************************************************
 DV1965  DESIGNATION -  31 D
 DV1965  PID         -  DV1965
 DV1965  STATE/COUNTY-  AZ/LA PAZ
 DV1965  USGS QUAD   -  HOPE SE (1990)
 DV1965
 DV1965                         *CURRENT SURVEY CONTROL
 DV1965  ___________________________________________________________________
 DV1965* NAD 83(1992)-  33 34 38.39873(N)    113 35 15.05476(W)     ADJUSTED  
 DV1965* NAVD 88     -       410.62   (+/-2cm)    1347.2    (feet)  VERTCON   
 DV1965  ___________________________________________________________________
 DV1965  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DV1965  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DV1965  HORZ ORDER  -  SECOND
 DV1965  VERT ORDER  -  THIRD ? (See Below)
 DV1965
 DV1965.The horizontal coordinates were established by classical geodetic methods
 DV1965.and adjusted by the National Geodetic Survey in August 1993.
 DV1965
 DV1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1965.The vertical order pertains to the NGVD 29 superseded value.
 DV1965
 DV1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1965
 DV1965.The geoid height was determined by GEOID03.
 DV1965
 DV1965;                    North         East     Units Scale Factor Converg.
 DV1965;SPC AZ W     -   285,798.270   228,444.063   MT  0.99993614   +0 05 23.5
 DV1965;SPC AZ W     -   937,658.37    749,488.40   iFT  0.99993614   +0 05 23.5
 DV1965;UTM  12      - 3,718,293.535   259,839.666   MT  1.00031112   -1 25 54.3
 DV1965
 DV1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1965!SPC AZ W     -   0.99994045  x   0.99993614  =   0.99987659
 DV1965!UTM  12      -   0.99994045  x   1.00031112  =   1.00025155
 DV1965
 DV1965                          SUPERSEDED SURVEY CONTROL
 DV1965
 DV1965  NAD 83(1986)-  33 34 38.39153(N)    113 35 15.06527(W) AD(       ) 2
 DV1965  NAD 27      -  33 34 38.27090(N)    113 35 12.32800(W) AD(       ) 2
 DV1965  NGVD 29 (07/19/86)  409.94   (m)         1344.9    (f) LEVELING    3  
 DV1965
 DV1965.Superseded values are not recommended for survey control.
 DV1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1965.See file dsdata.txt to determine how the superseded data were derived.
 DV1965
 DV1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5984018294(NAD 83)
 DV1965_MARKER: DD = SURVEY DISK
 DV1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1965
 DV1965  HISTORY     - Date     Condition        Report By
 DV1965  HISTORY     - 1962     MONUMENTED       USGS
 DV1965  HISTORY     - 20080301 GOOD             GEOCAC
 DV1965
 DV1965                          STATION DESCRIPTION
 DV1965
 DV1965'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DV1965'BENCH MARK 31D USGS IS A STANDARD USGS DISK STAMPED 31 D 1951,
 DV1965'SET IN A 6 X 6-INCH SQUARE CONCRETE POST AND PROJECTING 8 INCHES.
 DV1965'IT IS 82 FEET SSE OF CENTER OF BEACON, 13.5 FEET S OF CENTER
 DV1965'OF GATE AND 1.5 FEET W OF THE NORTH FENCE.
 DV1965'
 DV1965'TO REACH STATION SALOME FIELD FROM THE POST OFFICE IN SALOME, GO SOUTH
 DV1965'ON SURFACED ROAD FOR 0.3 MILE TO FORKS JUST AFTER CROSSING A
 DV1965'CATTLE GUARD, KEEP RIGHT FORK, GO SOUTHERLY ON THE MAIN GRADED
 DV1965'ROAD FOR 4.9 MILES TO FORKS AND SIGN RIO DEL MONTE MINE, KEEP
 DV1965'RIGHT FORK, CONTINUE SOUTH ON THE MAIN ROAD FOR 2.9 MILES TO
 DV1965'FORKS, KEEP RIGHT FORK, CONTINUE SOUTHERLY FOR 2.1 MILES TO
 DV1965'FORKS, KEEP LEFT FORK, CONTINUE SOUTHERLY 5.25 MILES TO FORKS
 DV1965'AND END OF RUNWAY, TAKE LEFT, GO EASTERLY ON A GRADED
 DV1965'DIRT ROAD FOR 0.6 MILE TO BEACON, TWO SMALL BUILDINGS AND
 DV1965'STATION SALOME FIELD ON NORTH SIDE OF BUILDINGS.
 DV1965
 DV1965                          STATION RECOVERY (2008)
 DV1965
 DV1965'RECOVERY NOTE BY GEOCACHING 2008 (RHT)
 DV1965'FOUND IN GOOD CONDITION AT THE FOLLOWING COORDINATES N 33 34.640 W 113
 DV1965'35.253.
 DV1965'TO GET TO THE STATION, EXIT I-10 AT HOVATTER RD AND HEAD SOUTH .4
 DV1965'MILES AND TURN LEFT (EAST) ONTO A WELL MAINTAINED DIRT ROAD.
 DV1965'FOLLOW THI ROAD ALONG THE CAP CANAL AND I-10 FOR 1.16 MILES TO A FORK
 DV1965'HEADING SOUTH. TAKE THE RIGHT FORK (VINEGAROOD RD) FOR 1.78 MILES.
 DV1965'NOTE THIS ROAD DOES NOT HAVE TELEPHONE POLES ALONG SIDE).
 DV1965'TURN LEFT OF THE ROAD ONTO THE EAST WEST RUNWAY OF THE ABANDONED
 DV1965'AMERICAN AIRLINES AIRFIELD AND HEAD EAST ALONG THE RUNWAY FOR APPROX
 DV1965'.59 MILES AND TURN RIGHT ALONG THE NORTH SOUTH RUNWAY (JUST PAST THE
 DV1965'REMNANTS OF THE WINDSOCK).
 DV1965'PROCEED .19 MILES AND PARK AT THE WEST EDGE OF THE RUNWAY. THE MARKER
 DV1965'AND REFERENCE MARKS ARE JUST WEST OF THE RUNWAY THROUGH SOME DESERT
 DV1965'SCRUB, 100 FEET SSE OF THE FOUNDATION OF THE AIRWAY BEACON
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0793 ***********************************************************************
 FQ0793  DESIGNATION -  31 HLS
 FQ0793  PID         -  FQ0793
 FQ0793  STATE/COUNTY-  AZ/NAVAJO
 FQ0793  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0793
 FQ0793                         *CURRENT SURVEY CONTROL
 FQ0793  ___________________________________________________________________
 FQ0793* NAD 83(1986)-  35 08 02.     (N)    110 05 26.     (W)     SCALED    
 FQ0793* NAVD 88     -      1621.273  (meters)    5319.13   (feet)  ADJUSTED  
 FQ0793  ___________________________________________________________________
 FQ0793  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0793  DYNAMIC HT  -        1619.081 (meters)    5311.93  (feet)  COMP
 FQ0793  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 FQ0793
 FQ0793  VERT ORDER  -  THIRD
 FQ0793
 FQ0793.The horizontal coordinates were scaled from a topographic map and have
 FQ0793.an estimated accuracy of +/- 6 seconds.
 FQ0793
 FQ0793.The orthometric height was determined by differential leveling
 FQ0793.and adjusted in June 1991.
 FQ0793
 FQ0793.The geoid height was determined by GEOID03.
 FQ0793
 FQ0793.The dynamic height is computed by dividing the NAVD 88
 FQ0793.geopotential number by the normal gravity value computed on the
 FQ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0793.degrees latitude (g = 980.6199 gals.).
 FQ0793
 FQ0793.The modeled gravity was interpolated from observed gravity values.
 FQ0793
 FQ0793;                    North         East    Units  Estimated Accuracy
 FQ0793;SPC AZ E     -   458,430.      220,300.      MT  (+/- 180 meters Scaled)
 FQ0793
 FQ0793                          SUPERSEDED SURVEY CONTROL
 FQ0793
 FQ0793.No superseded survey control is available for this station.
 FQ0793
 FQ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD828882(NAD 83)
 FQ0793_MARKER: DB = BENCH MARK DISK
 FQ0793_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0793_SP_SET: COPPER-CLAD STEEL ROD
 FQ0793_STAMPING: 31 HLS 1970 5316
 FQ0793_MARK LOGO: USGS  
 FQ0793_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0793+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0793
 FQ0793  HISTORY     - Date     Condition        Report By
 FQ0793  HISTORY     - 1970     MONUMENTED       USGS
 FQ0793
 FQ0793                          STATION DESCRIPTION
 FQ0793
 FQ0793'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0793'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0793'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 11.4 MILES NORTH ALONG STATE
 FQ0793'HIGHWAY 77, 0.1 MILE SOUTH OF A GATE, 48 FEET WEST OF THE CENTERLINE
 FQ0793'OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0793'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0563 ***********************************************************************
 CG0563  DESIGNATION -  3101.11
 CG0563  PID         -  CG0563
 CG0563  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0563  USGS QUAD   -  AMADO (1981)
 CG0563
 CG0563                         *CURRENT SURVEY CONTROL
 CG0563  ___________________________________________________________________
 CG0563* NAD 83(1986)-  31 41 48.     (N)    111 03 56.     (W)     SCALED    
 CG0563* NAVD 88     -       946.00   (+/-2cm)    3103.7    (feet)  VERTCON   
 CG0563  ___________________________________________________________________
 CG0563  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0563
 CG0563.The horizontal coordinates were scaled from a topographic map and have
 CG0563.an estimated accuracy of +/- 6 seconds.
 CG0563
 CG0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0563.The vertical order pertains to the NGVD 29 superseded value.
 CG0563
 CG0563.The geoid height was determined by GEOID03.
 CG0563
 CG0563;                    North         East    Units  Estimated Accuracy
 CG0563;SPC AZ C     -    77,550.      294,040.      MT  (+/- 180 meters Scaled)
 CG0563
 CG0563                          SUPERSEDED SURVEY CONTROL
 CG0563
 CG0563  NGVD 29 (??/??/92)  945.198  (m)         3101.04   (f) ADJ UNCH    2 0
 CG0563
 CG0563.Superseded values are not recommended for survey control.
 CG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0563.See file dsdata.txt to determine how the superseded data were derived.
 CG0563
 CG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA937068(NAD 83)
 CG0563_MARKER: DD = SURVEY DISK
 CG0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0563_SP_SET: BRIDGE
 CG0563_STAMPING: 3101.11 1478+8385 1953
 CG0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0563
 CG0563  HISTORY     - Date     Condition        Report By
 CG0563  HISTORY     - 1953     MONUMENTED       AZHD
 CG0563  HISTORY     - 1959     GOOD             NGS
 CG0563  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0563  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0563
 CG0563                          STATION DESCRIPTION
 CG0563
 CG0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0563'2 MI S FROM AMADO.
 CG0563'2.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0563'ABOUT 150 FEET SOUTHWEST OF MILEPOST 28, 21 FEET WEST OF THE CENTER OF
 CG0563'THE HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 CG0563'BRIDGE.
 CG0563
 CG0563                          STATION RECOVERY (1979)
 CG0563
 CG0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0563'MARK NOT FOUND.
 CG0563
 CG0563                          STATION RECOVERY (1980)
 CG0563
 CG0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0563'NOT RECOVERED BELIEVED DESTORYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0584 ***********************************************************************
 ES0584  DESIGNATION -  3114.79
 ES0584  PID         -  ES0584
 ES0584  STATE/COUNTY-  AZ/YAVAPAI
 ES0584  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0584
 ES0584                         *CURRENT SURVEY CONTROL
 ES0584  ___________________________________________________________________
 ES0584* NAD 83(1986)-  34 35 15.     (N)    111 52 44.     (W)     SCALED    
 ES0584* NAVD 88     -       949.903  (meters)    3116.47   (feet)  ADJUSTED  
 ES0584  ___________________________________________________________________
 ES0584  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0584  DYNAMIC HT  -         948.706 (meters)    3112.55  (feet)  COMP
 ES0584  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 ES0584
 ES0584  VERT ORDER  -  SECOND    CLASS 0
 ES0584
 ES0584.The horizontal coordinates were scaled from a topographic map and have
 ES0584.an estimated accuracy of +/- 6 seconds.
 ES0584
 ES0584.The orthometric height was determined by differential leveling
 ES0584.and adjusted in June 1991.
 ES0584
 ES0584.The geoid height was determined by GEOID03.
 ES0584
 ES0584.The dynamic height is computed by dividing the NAVD 88
 ES0584.geopotential number by the normal gravity value computed on the
 ES0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0584.degrees latitude (g = 980.6199 gals.).
 ES0584
 ES0584.The modeled gravity was interpolated from observed gravity values.
 ES0584
 ES0584;                    North         East    Units  Estimated Accuracy
 ES0584;SPC AZ C     -   397,820.      216,830.      MT  (+/- 180 meters Scaled)
 ES0584
 ES0584                          SUPERSEDED SURVEY CONTROL
 ES0584
 ES0584  NGVD 29 (??/??/92)  949.180  (m)         3114.10   (f) ADJ UNCH    2 0
 ES0584
 ES0584.Superseded values are not recommended for survey control.
 ES0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0584.See file dsdata.txt to determine how the superseded data were derived.
 ES0584
 ES0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD193276(NAD 83)
 ES0584_MARKER: DD = SURVEY DISK
 ES0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0584_SP_SET: ABUTMENT
 ES0584_STAMPING: 3114.79 4514+02 1957
 ES0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0584
 ES0584  HISTORY     - Date     Condition        Report By
 ES0584  HISTORY     - 1957     MONUMENTED       AZHD
 ES0584  HISTORY     - 1959     GOOD             NGS
 ES0584  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0584
 ES0584                          STATION DESCRIPTION
 ES0584
 ES0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0584'3.8 MI NW FROM CAMP VERDE.
 ES0584'2.8 MILE WEST ALONG A PAVED ROAD LEADING TO COTTONWOOD FROM THE POST
 ES0584'OFFICE IN CAMP VERDE, THENCE 0.8 MILE NORTH ALONG STATE HIGHWAY 79, 55
 ES0584'FEET SOUTH OF MILEPOST 288, 40 FEET SOUTH OF THE COCONINO NATIONAL
 ES0584'FOREST SIGN, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET
 ES0584'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE
 ES0584'BRIDGE OVER VERDE RIVER, CEMENTED IN A DRILL HOLE IN THE ABUTMENT OF
 ES0584'THE BRIDGE.
 ES0584
 ES0584                          STATION RECOVERY (1982)
 ES0584
 ES0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0584'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0715 ***********************************************************************
 DW0715  DESIGNATION -  312.39
 DW0715  PID         -  DW0715
 DW0715  STATE/COUNTY-  AZ/LA PAZ
 DW0715  USGS QUAD   -  BLYTHE (1975)
 DW0715
 DW0715                         *CURRENT SURVEY CONTROL
 DW0715  ___________________________________________________________________
 DW0715* NAD 83(1986)-  33 36 10.     (N)    114 30 46.     (W)     SCALED    
 DW0715* NAVD 88     -        95.963  (meters)     314.84   (feet)  ADJUSTED  
 DW0715  ___________________________________________________________________
 DW0715  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DW0715  DYNAMIC HT  -          95.858 (meters)     314.49  (feet)  COMP
 DW0715  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 DW0715
 DW0715  VERT ORDER  -  FIRST     CLASS II
 DW0715
 DW0715.The horizontal coordinates were scaled from a topographic map and have
 DW0715.an estimated accuracy of +/- 6 seconds.
 DW0715
 DW0715.The orthometric height was determined by differential leveling
 DW0715.and adjusted in June 1991.
 DW0715
 DW0715.The geoid height was determined by GEOID03.
 DW0715
 DW0715.The dynamic height is computed by dividing the NAVD 88
 DW0715.geopotential number by the normal gravity value computed on the
 DW0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0715.degrees latitude (g = 980.6199 gals.).
 DW0715
 DW0715.The modeled gravity was interpolated from observed gravity values.
 DW0715
 DW0715;                    North         East    Units  Estimated Accuracy
 DW0715;SPC AZ W     -   288,870.      142,570.      MT  (+/- 180 meters Scaled)
 DW0715
 DW0715                          SUPERSEDED SURVEY CONTROL
 DW0715
 DW0715  NGVD 29 (??/??/??)   95.291  (m)          312.63   (f) ADJUSTED    1 2
 DW0715
 DW0715.Superseded values are not recommended for survey control.
 DW0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0715.See file dsdata.txt to determine how the superseded data were derived.
 DW0715
 DW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT307208(NAD 83)
 DW0715_MARKER: P = PIPE CAP
 DW0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0715_STAMPING: 200.00 47+50 312.39 1948
 DW0715_MARK LOGO: USFWA 
 DW0715_PROJECTION: PROJECTING 9 CENTIMETERS
 DW0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0715
 DW0715  HISTORY     - Date     Condition        Report By
 DW0715  HISTORY     - 1948     MONUMENTED       USFWA
 DW0715  HISTORY     - 1962     GOOD             NGS
 DW0715  HISTORY     - 1965     GOOD             AMS
 DW0715  HISTORY     - 1981     GOOD             NGS
 DW0715
 DW0715                          STATION DESCRIPTION
 DW0715
 DW0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0715'1 MI E FROM EHRENBERG.
 DW0715'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DW0715'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER,
 DW0715'ABOUT 0.5 MILE EAST OF THE ARIZONA INSPECTION STATION, NEAR
 DW0715'THE JUNCTION OF AN ABANDONED ROAD NORTH, 282 FEET NORTH OF THE
 DW0715'CENTER OF U.S. HIGHWAYS 60 AND 70, 267 FEET WEST OF THE CENTER
 DW0715'OF THE ABANDONED ROAD NORTH, 1.5 FEET EAST OF A METAL RIGHT OF
 DW0715'WAY POST, 2.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 DW0715'5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A U.S. FEDERAL
 DW0715'WORKS AGENCY CAP FASTENED TO THE TOP OF A 3 INCH METAL PIPE
 DW0715'WHICH IS SET IN CONCRETE, PROJECTING 6 INCHES.
 DW0715
 DW0715                          STATION RECOVERY (1965)
 DW0715
 DW0715'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0715'RECOVERED IN GOOD CONDITION.
 DW0715
 DW0715                          STATION RECOVERY (1981)
 DW0715
 DW0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0715'1.5 KM (0.95 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW0715'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.2 KM (0.1
 DW0715'MI) WEST OF HIGHWAY MILEPOST 1, ON TOP OF A GRAVEL RIDGE AT THE
 DW0715'BEGINNING OF THE INTERSTATE 10 WEST-BOUND OFF RAMP OF THE EHRENBERG
 DW0715'INTERCHANGE, 44.5 METERS (146 FT) NORTH OF THE CENTERLINE OF THE
 DW0715'WEST-BOUND LANES, 37.8 METERS (124 FT) NORTHWEST OF THE WEST END OF A
 DW0715'CONCRETE HEADWALL FOR A 48-INCH CORRUGATED PIPE CULVERT UNDER THE
 DW0715'HIGHWAY, 0.5 METERS (1.5 FT) EAST OF A RAILROAD RAIL HIGHWAY
 DW0715'RIGHT-OF-WAY POST, 0.15 METERS (0.5 FT) NORTH OF THE RIGHT-OF-WAY
 DW0715'FENCE.
 DW0715'THE MARK IS 0.5 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0669 ***********************************************************************
 CG0669  DESIGNATION -  3120.8
 CG0669  PID         -  CG0669
 CG0669  STATE/COUNTY-  AZ/PIMA
 CG0669  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0669
 CG0669                         *CURRENT SURVEY CONTROL
 CG0669  ___________________________________________________________________
 CG0669* NAD 83(1986)-  31 47 31.     (N)    111 40 20.     (W)     SCALED    
 CG0669* NAVD 88     -       951.88   (+/-2cm)    3123.0    (feet)  VERTCON   
 CG0669  ___________________________________________________________________
 CG0669  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0669
 CG0669.The horizontal coordinates were scaled from a topographic map and have
 CG0669.an estimated accuracy of +/- 6 seconds.
 CG0669
 CG0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0669.The vertical order pertains to the NGVD 29 superseded value.
 CG0669
 CG0669.The geoid height was determined by GEOID03.
 CG0669
 CG0669;                    North         East    Units  Estimated Accuracy
 CG0669;SPC AZ C     -    87,830.      236,510.      MT  (+/- 180 meters Scaled)
 CG0669
 CG0669                          SUPERSEDED SURVEY CONTROL
 CG0669
 CG0669  NGVD 29 (??/??/92)  951.107  (m)         3120.42   (f) ADJ UNCH    2 0
 CG0669
 CG0669.Superseded values are not recommended for survey control.
 CG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0669.See file dsdata.txt to determine how the superseded data were derived.
 CG0669
 CG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA363175(NAD 83)
 CG0669_MARKER: N = NAIL
 CG0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0669_SP_SET: TREE
 CG0669_STAMPING: 3120.8
 CG0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0669
 CG0669  HISTORY     - Date     Condition        Report By
 CG0669  HISTORY     - UNK      MONUMENTED       USGS
 CG0669  HISTORY     - 1952     GOOD             NGS
 CG0669
 CG0669                          STATION DESCRIPTION
 CG0669
 CG0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0669'9.9 MI E FROM TOPAWA.
 CG0669'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0669'TOPAWA, THENCE 1.0 MILE SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0669'KEEP LEFT AT THE Y JUNCTION, 0.35 MILE NORTHWEST OF THE Y JUNCTION OF
 CG0669'THE MAIN ROAD AND THE ROAD LEADING NORTHEAST TO SYCAMORE CANYON, A
 CG0669'COPPER NAIL AND WASHER SET IN THE EAST BASE OF A MESQUITE TREE, 29
 CG0669'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 63.5 FEET SOUTHEAST OF
 CG0669'B.M. G 306, AND ABOUT LEVEL WITH THE ROAD, A METAL TAG ON THE TREE
 CG0669'STAMPED 3120.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0529 ***********************************************************************
 FR0529  DESIGNATION -  3130
 FR0529  PID         -  FR0529
 FR0529  STATE/COUNTY-  AZ/MOHAVE
 FR0529  USGS QUAD   -  ANTARES (1980)
 FR0529
 FR0529                         *CURRENT SURVEY CONTROL
 FR0529  ___________________________________________________________________
 FR0529* NAD 83(1986)-  35 29 25.     (N)    113 49 59.     (W)     SCALED    
 FR0529* NAVD 88     -       956.479  (meters)    3138.05   (feet)  POSTED    
 FR0529  ___________________________________________________________________
 FR0529  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FR0529  DYNAMIC HT  -         955.370 (meters)    3134.41  (feet)  COMP
 FR0529  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 FR0529
 FR0529  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0529
 FR0529.The horizontal coordinates were scaled from a topographic map and have
 FR0529.an estimated accuracy of +/- 6 seconds.
 FR0529
 FR0529.The orthometric height was determined by differential leveling
 FR0529.and adjusted by the  in 1992.
 FR0529.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0529.rate of 1.1 thru 2.0 mm/km.
 FR0529
 FR0529.The geoid height was determined by GEOID03.
 FR0529
 FR0529.The dynamic height is computed by dividing the NAVD 88
 FR0529.geopotential number by the normal gravity value computed on the
 FR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0529.degrees latitude (g = 980.6199 gals.).
 FR0529
 FR0529.The modeled gravity was interpolated from observed gravity values.
 FR0529
 FR0529;                    North         East    Units  Estimated Accuracy
 FR0529;SPC AZ W     -   497,980.      205,820.      MT  (+/- 180 meters Scaled)
 FR0529
 FR0529                          SUPERSEDED SURVEY CONTROL
 FR0529
 FR0529  NGVD 29 (??/??/92)  955.703  (m)         3135.50   (f) ADJ UNCH    1 1
 FR0529
 FR0529.Superseded values are not recommended for survey control.
 FR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0529.See file dsdata.txt to determine how the superseded data were derived.
 FR0529
 FR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE429311(NAD 83)
 FR0529_MARKER: DD = SURVEY DISK
 FR0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0529_STAMPING: 3130 1920
 FR0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0529+STABILITY: SURFACE MOTION
 FR0529
 FR0529  HISTORY     - Date     Condition        Report By
 FR0529  HISTORY     - 1920     MONUMENTED       USGS
 FR0529  HISTORY     - 1940     GOOD             NGS
 FR0529
 FR0529                          STATION DESCRIPTION
 FR0529
 FR0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0529'10.6 MI N FROM HACKBERRY.
 FR0529'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION,
 FR0529'PROCEED NORTHWARD ALONG THE ROAD TOWARDS PIERCES FERRY, GO 10.6 MILES.
 FR0529'BENCH MARK IS ABOUT 2.1 MILES NORTHWEST OF THE INTERSECTION OF THE
 FR0529'ROAD TO PIERCES FERRY WITH THE ROAD TO ANTARES. 105 FEET NORTHEAST OF
 FR0529'THE CENTER LINE OF THE ROAD. 8.0 FEET SOUTHWEST OF THE CENTER LINE OF
 FR0529'THE OLD ROAD. 2.0 FEET NORTH OF A 4 X 4 INCH WHITE WOODEN POST
 FR0529'PROJECTING 2.0 FEET.  A U. S. GEOLOGICAL SURVEY DISK IN CONCRETE POST
 FR0529'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0460 ***********************************************************************
 ES0460  DESIGNATION -  3146
 ES0460  PID         -  ES0460
 ES0460  STATE/COUNTY-  AZ/YAVAPAI
 ES0460  USGS QUAD   -  CAMP VERDE (1969)
 ES0460
 ES0460                         *CURRENT SURVEY CONTROL
 ES0460  ___________________________________________________________________
 ES0460* NAD 83(1986)-  34 33 47.     (N)    111 51 14.     (W)     SCALED    
 ES0460* NAVD 88     -       959.806  (meters)    3148.96   (feet)  ADJUSTED  
 ES0460  ___________________________________________________________________
 ES0460  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 ES0460  DYNAMIC HT  -         958.606 (meters)    3145.03  (feet)  COMP
 ES0460  MODELED GRAV-     979,353.0   (mgal)                       NAVD 88
 ES0460  OBS GRAVITY -     979,351.2   (mgal)                       GRAV_OBS
 ES0460
 ES0460  VERT ORDER  -  FIRST     CLASS II
 ES0460
 ES0460.The horizontal coordinates were scaled from a topographic map and have
 ES0460.an estimated accuracy of +/- 6 seconds.
 ES0460
 ES0460.The orthometric height was determined by differential leveling
 ES0460.and adjusted in June 1991.
 ES0460.WARNING-Repeat measurements at this control monument indicate possible
 ES0460.vertical movement.
 ES0460
 ES0460.The geoid height was determined by GEOID03.
 ES0460
 ES0460.The dynamic height is computed by dividing the NAVD 88
 ES0460.geopotential number by the normal gravity value computed on the
 ES0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0460.degrees latitude (g = 980.6199 gals.).
 ES0460
 ES0460.The modeled gravity was interpolated from observed gravity values.
 ES0460.The observed gravity was obtained from relative gravimeter ties
 ES0460.to the IGSN71 gravity network.
 ES0460
 ES0460;                    North         East    Units  Estimated Accuracy
 ES0460;SPC AZ C     -   395,110.      219,120.      MT  (+/- 180 meters Scaled)
 ES0460
 ES0460                          SUPERSEDED SURVEY CONTROL
 ES0460
 ES0460  NGVD 29 (??/??/92)  959.088  (m)         3146.61   (f) ADJ UNCH    1 2
 ES0460
 ES0460.Superseded values are not recommended for survey control.
 ES0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0460.See file dsdata.txt to determine how the superseded data were derived.
 ES0460
 ES0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD216249(NAD 83)
 ES0460_MARKER: DD = SURVEY DISK
 ES0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0460_SP_SET: STEP
 ES0460_MARK LOGO: USGS  
 ES0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0460+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 ES0460
 ES0460  HISTORY     - Date     Condition        Report By
 ES0460  HISTORY     - UNK      MONUMENTED       USGS
 ES0460  HISTORY     - 1933     GOOD             NGS
 ES0460  HISTORY     - 1982     GOOD             NGS
 ES0460  HISTORY     - 19980227 GOOD             USPSQD
 ES0460  HISTORY     - 20040904 GOOD             DEWDAV
 ES0460
 ES0460                          STATION DESCRIPTION
 ES0460
 ES0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0460'IN CAMP VERDE.
 ES0460'CAMP VERDE GRADE SCHOOL, NORTH SIDE OF CONCRETE STEPS, ON TOP FACE.
 ES0460
 ES0460                          STATION RECOVERY (1982)
 ES0460
 ES0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0460'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0460'0.3 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN CAMP
 ES0460'VERDE, IN TOP OF THE TOP STEP OF THE WEST ENTRANCE TO THE SCIENCE
 ES0460'BUILDING AT THE CAMP VERDE HIGH SCHOOL, 20.4 METERS (67 FT) EAST OF
 ES0460'THE CENTER OF MAIN STREET.
 ES0460'THE MARK IS 2.0 M ABOVE MAIN STREET.
 ES0460
 ES0460                          STATION RECOVERY (1998)
 ES0460
 ES0460'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0460'RECOVERED IN GOOD CONDITION.
 ES0460
 ES0460                          STATION RECOVERY (2004)
 ES0460
 ES0460'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 ES0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0571 ***********************************************************************
 CG0571  DESIGNATION -  3166.24
 CG0571  PID         -  CG0571
 CG0571  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0571  USGS QUAD   -  AMADO (1981)
 CG0571
 CG0571                         *CURRENT SURVEY CONTROL
 CG0571  ___________________________________________________________________
 CG0571* NAD 83(1986)-  31 39 18.     (N)    111 03 38.     (W)     SCALED    
 CG0571* NAVD 88     -       965.11   (+/-2cm)    3166.4    (feet)  VERTCON   
 CG0571  ___________________________________________________________________
 CG0571  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0571
 CG0571.The horizontal coordinates were scaled from a topographic map and have
 CG0571.an estimated accuracy of +/- 6 seconds.
 CG0571
 CG0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0571.The vertical order pertains to the NGVD 29 superseded value.
 CG0571
 CG0571.The geoid height was determined by GEOID03.
 CG0571
 CG0571;                    North         East    Units  Estimated Accuracy
 CG0571;SPC AZ C     -    72,930.      294,550.      MT  (+/- 180 meters Scaled)
 CG0571
 CG0571                          SUPERSEDED SURVEY CONTROL
 CG0571
 CG0571  NGVD 29 (??/??/92)  964.30   (m)         3163.7    (f) COMPUTED    2 0
 CG0571
 CG0571.Superseded values are not recommended for survey control.
 CG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0571.See file dsdata.txt to determine how the superseded data were derived.
 CG0571
 CG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA942021(NAD 83)
 CG0571_MARKER: DD = SURVEY DISK
 CG0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0571_SP_SET: BRIDGE
 CG0571_STAMPING: 3163.82 1322+38.10 1952
 CG0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0571
 CG0571  HISTORY     - Date     Condition        Report By
 CG0571  HISTORY     - 1952     MONUMENTED       AZDT
 CG0571  HISTORY     - 1959     GOOD             NGS
 CG0571  HISTORY     - 1962     GOOD             NGS
 CG0571  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0571  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0571
 CG0571                          STATION DESCRIPTION
 CG0571
 CG0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0571'4.9 MI S FROM AMADO.
 CG0571'4.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0571'0.1 MILE NORTH OF MILEPOST 25, 23.5 FEET EAST OF THE CENTER OF THE
 CG0571'HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE
 CG0571'BRIDGE.
 CG0571
 CG0571                          STATION RECOVERY (1962)
 CG0571
 CG0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0571'RECOVERED IN GOOD CONDITION.
 CG0571
 CG0571                          STATION RECOVERY (1979)
 CG0571
 CG0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0571'MARK NOT FOUND.
 CG0571
 CG0571                          STATION RECOVERY (1980)
 CG0571
 CG0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0571'BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE I-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0870 ***********************************************************************
 CG0870  DESIGNATION -  3166.24
 CG0870  PID         -  CG0870
 CG0870  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0870  USGS QUAD   -  AMADO (1981)
 CG0870
 CG0870                         *CURRENT SURVEY CONTROL
 CG0870  ___________________________________________________________________
 CG0870* NAD 83(1986)-  31 39 19.     (N)    111 03 38.     (W)     SCALED    
 CG0870* NAVD 88     -       965.885  (meters)    3168.91   (feet)  ADJUSTED  
 CG0870  ___________________________________________________________________
 CG0870  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0870  DYNAMIC HT  -         964.450 (meters)    3164.20  (feet)  COMP
 CG0870  MODELED GRAV-     979,122.4   (mgal)                       NAVD 88
 CG0870
 CG0870  VERT ORDER  -  FIRST     CLASS II
 CG0870
 CG0870.The horizontal coordinates were scaled from a topographic map and have
 CG0870.an estimated accuracy of +/- 6 seconds.
 CG0870
 CG0870.The orthometric height was determined by differential leveling
 CG0870.and adjusted in June 1991.
 CG0870
 CG0870.The geoid height was determined by GEOID03.
 CG0870
 CG0870.The dynamic height is computed by dividing the NAVD 88
 CG0870.geopotential number by the normal gravity value computed on the
 CG0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0870.degrees latitude (g = 980.6199 gals.).
 CG0870
 CG0870.The modeled gravity was interpolated from observed gravity values.
 CG0870
 CG0870;                    North         East    Units  Estimated Accuracy
 CG0870;SPC AZ C     -    72,970.      294,550.      MT  (+/- 180 meters Scaled)
 CG0870
 CG0870                          SUPERSEDED SURVEY CONTROL
 CG0870
 CG0870.No superseded survey control is available for this station.
 CG0870
 CG0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA942022(NAD 83)
 CG0870_MARKER: DB = BENCH MARK DISK
 CG0870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0870_SP_SET: HEADWALL
 CG0870_STAMPING: STA. 1322+38 3166.24 77
 CG0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0870+STABILITY: SURFACE MOTION
 CG0870
 CG0870  HISTORY     - Date     Condition        Report By
 CG0870  HISTORY     - 1977     MONUMENTED       AZDT
 CG0870  HISTORY     - 1980     GOOD             NGS
 CG0870  HISTORY     - 20061022 GOOD             GEOCAC
 CG0870
 CG0870                          STATION DESCRIPTION
 CG0870
 CG0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0870'8.1 KM SOUTH FROM AMADO.
 CG0870'8.1 KILOMETERS (5.1 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0870'ARIVACA ROAD UNDERPASS AT AMADO, 0.3 KILOMETER (0.2 MILE NORTH OF
 CG0870'CHAVEZ SIDING ROAD UNDERPASS, IN TOP OF THE WEST HEADWALL OF A
 CG0870'BOX CULVERT UNDER THE CHAVEZ SIDING ROAD SOUTH BOUND OFF RAMP,
 CG0870'31.6 METERS (103.8 FEET) WEST OF THE CENTERLINE OF THE SOUTH
 CG0870'BOUND TRAFFIC LANE, 11.1 METERS (36.5 FEET) WEST OF THE CENTERLINE
 CG0870'OF THE SOUTH BOUND OFF RAMP ROAD,
 CG0870'SET IN TOP AND 2.8 METERS (9.3 FEET) NORTH OF THE SOUTH END OF
 CG0870'THE HEADWALL OF A BOX CULVERT.
 CG0870'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CG0870
 CG0870                          STATION RECOVERY (2006)
 CG0870
 CG0870'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0870'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CG0870'31 39 18.84 (N)   111 03 38.22 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0220 ***********************************************************************
 DU0220  DESIGNATION -  3167.294
 DU0220  PID         -  DU0220
 DU0220  STATE/COUNTY-  AZ/GILA
 DU0220  USGS QUAD   -  CUTTER (1979)
 DU0220
 DU0220                         *CURRENT SURVEY CONTROL
 DU0220  ___________________________________________________________________
 DU0220* NAD 83(1992)-  33 21 16.18275(N)    110 39 12.03703(W)     ADJUSTED  
 DU0220* NAVD 88     -       965.988  (meters)    3169.25   (feet)  ADJUSTED  
 DU0220  ___________________________________________________________________
 DU0220  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU0220  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU0220  DYNAMIC HT  -         964.685 (meters)    3164.97  (feet)  COMP
 DU0220  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 DU0220
 DU0220  HORZ ORDER  -  SECOND
 DU0220  VERT ORDER  -  FIRST     CLASS II
 DU0220
 DU0220.The horizontal coordinates were established by classical geodetic methods
 DU0220.and adjusted by the National Geodetic Survey in August 1993.
 DU0220
 DU0220.The orthometric height was determined by differential leveling
 DU0220.and adjusted in June 1991.
 DU0220
 DU0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0220
 DU0220.The geoid height was determined by GEOID03.
 DU0220
 DU0220.The dynamic height is computed by dividing the NAVD 88
 DU0220.geopotential number by the normal gravity value computed on the
 DU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0220.degrees latitude (g = 980.6199 gals.).
 DU0220
 DU0220.The modeled gravity was interpolated from observed gravity values.
 DU0220
 DU0220;                    North         East     Units Scale Factor Converg.
 DU0220;SPC AZ E     -   261,169.598   168,065.538   MT  0.99992529   -0 16 03.3
 DU0220;SPC AZ E     -   856,855.64    551,396.12   iFT  0.99992529   -0 16 03.3
 DU0220;UTM  12      - 3,690,641.082   532,253.153   MT  0.99961283   +0 11 26.2
 DU0220
 DU0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0220!SPC AZ E     -   0.99985264  x   0.99992529  =   0.99977795
 DU0220!UTM  12      -   0.99985264  x   0.99961283  =   0.99946553
 DU0220
 DU0220:                Primary Azimuth Mark                     Grid Az
 DU0220:SPC AZ E     -  RICE                                     068 13 23.9
 DU0220:UTM  12      -  RICE                                     067 45 54.4
 DU0220
 DU0220|---------------------------------------------------------------------|
 DU0220| PID    Reference Object                     Distance      Geod. Az  |
 DU0220|                                                           dddmmss.s |
 DU0220| DU1971 RICE                                APPROX. 9.2 KM 0675720.6 |
 DU0220| DU2341 CUTTER RESET                        249.116 METERS 21343     |
 DU0220|---------------------------------------------------------------------|
 DU0220
 DU0220                          SUPERSEDED SURVEY CONTROL
 DU0220
 DU0220  NAD 83(1986)-  33 21 16.17788(N)    110 39 12.03664(W) AD(       ) 2
 DU0220  NAD 27      -  33 21 15.97100(N)    110 39 09.65500(W) AD(       ) 2
 DU0220  NGVD 29 (??/??/92)  965.393  (m)         3167.29   (f) ADJ UNCH    1 2
 DU0220
 DU0220.Superseded values are not recommended for survey control.
 DU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0220.See file dsdata.txt to determine how the superseded data were derived.
 DU0220
 DU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3225390641(NAD 83)
 DU0220_MARKER: P = PIPE CAP
 DU0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0220+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 DU0220
 DU0220  HISTORY     - Date     Condition        Report By
 DU0220  HISTORY     - 1945     MONUMENTED       USGS
 DU0220  HISTORY     - 1933     GOOD             NGS
 DU0220  HISTORY     - 1945     GOOD             NGS
 DU0220  HISTORY     - 1973     GOOD             NGS
 DU0220  HISTORY     - 1979     POOR             NGS
 DU0220  HISTORY     - 20060922 GOOD             GEOCAC
 DU0220  HISTORY     - 20081008 GOOD             GEOCAC
 DU0220
 DU0220                          STATION DESCRIPTION
 DU0220
 DU0220'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 DU0220'STATION IS A BENCH MARK OF THE U.S. GEOLOGICAL SURVEY WHICH WAS
 DU0220'INCORPORATED INTO THE U.S. COAST AND GEODETIC SURVEY LINE OF LEVELS
 DU0220'BETWEEN BOWIE AND CLEMENCEAU, ARIZONA IN 1932-1933.  IT IS LOCATED
 DU0220'BY AIR LINE DISTANCES ABOUT 7-1/2 MILES ESE OF GLOBE, 11-1/2
 DU0220'MILES W OF SAN CARLOS, 1/2 MILE E OF THE RAILROAD STATION CUTTER.
 DU0220'ON THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC CO. RAILROAD, AT
 DU0220'MILEPOST 1213.
 DU0220'
 DU0220'STATION MARK IS A STANDARD BENCH-MARK DISK OF THE GEOLOGICAL SURVEY,
 DU0220'WITH A CROSS MARKING CENTER AND BEARING THE INSCRIPTIONS FOR
 DU0220'ELEVATION AND DATUM 3167.294 PHNX, SET ON TOP OF A 3-INCH IRON
 DU0220'PIPE THAT PROJECTS 10 INCHES ABOVE GROUND.  IT IS 43.0 FEET NE OF
 DU0220'THE NEAR RAIL, 10 FEET SE OF A TELEGRAPH POLE WITH SIGN
 DU0220'DESIGNATING IT AS MILEPOST 1213, 102.0 FEET ESE OF SIDING
 DU0220'SWITCH, AND 4 FEET SW OF OLD RIGHT-OF-WAY FENCE.
 DU0220'
 DU0220'BENCH MARK WAS OCCUPIED TO DETERMINE ITS POSITION FOR USE IN
 DU0220'TRIGONOMETRIC LEVELING.  NO REFERENCE MARKS WERE SET, BUT STATION
 DU0220'CUTTER MAY BE USED AS AN AZIMUTH MARK.  IT IS 159 FEET SW OF THE
 DU0220'CENTER LINE OF THE HIGHWAY, 271 FEET SE OF THE E CORNER OF THE
 DU0220'LANDING FIELD, AND 51 FEET NW OF THE CENTER OF A CATTLE GUARD.
 DU0220'STATION CUTTER IS A BRONZE STATION DISK SET IN A CYLINDRICAL
 DU0220'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS ON
 DU0220'HIGHWAY RIGHT-OF-WAY AND IS STAMPED CUTTER 1945.
 DU0220'
 DU0220'TO REACH STATION FROM GLOBE, GO E ON U.S. HIGHWAY 60 AND 70 ABOUT
 DU0220'1 MILE TO A FORK WHERE HIGHWAY 60 TURNS LEFT.  FOLLOW HIGHWAY
 DU0220'70 E 7.0 MILES TO CUTTER RAILROAD STATION ON LEFT AND AIR FIELD
 DU0220'ON RIGHT.  CONTINUE E ON HIGHWAY 0.4 MILE TO A DIRT ROAD LEADING
 DU0220'LEFT TO SAN CARLOS.  TURN LEFT ON THIS DIRT ROAD 0.15 MILE TO
 DU0220'RAILROAD CROSSING.  THE STATION IS ABOUT 400 FEET TO LEFT (W)
 DU0220'ALONG RAILROAD.  TRUCK MAY BE DRIVEN ALONG RIGHT-OF-WAY.
 DU0220
 DU0220                          STATION RECOVERY (1933)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 DU0220'8.7 MI E FROM GLOBE.
 DU0220'ON SOUTHERN PACIFIC RIGHT OF WAY, 10 FEET EAST OF MILEPOST 1213, 900
 DU0220'FEET WEST OF RAILROAD CROSSING, 105 FEET EAST OF EASTERLY SWITCH BLOCK
 DU0220'AT CUTTER SIDING, 47 FEET NORTH OF RAILROAD CENTER-LINE.
 DU0220
 DU0220                          STATION RECOVERY (1945)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DU0220'RECOVERED IN GOOD CONDITION.
 DU0220
 DU0220                          STATION RECOVERY (1973)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU0220'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A
 DU0220'SAWMILL OBSTRUCTS THE STATION FROM CUTTER.
 DU0220'
 DU0220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CUTTER
 DU0220
 DU0220                          STATION RECOVERY (1979)
 DU0220
 DU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0220'THE MARK IS LOOSE IN THE GROUND AND WILL NOT BE LEVELED TO ON THIS
 DU0220'SURVEY.  THE MARK WAS NOT DESTROYED.
 DU0220
 DU0220                          STATION RECOVERY (2006)
 DU0220
 DU0220'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0220'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 DU0220'THE DESCRIPTION - THE MARK IS NO LONGER LOOSE IN THE GROUND AND IT IS
 DU0220'2.5 FEET NORTH FROM A WITNESS POST.
 DU0220
 DU0220                          STATION RECOVERY (2008)
 DU0220
 DU0220'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0220'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AS PER THE PREVIOUS REPORT,
 DU0220'THE MARK SEEMS TO BE QUITE STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0247 ***********************************************************************
 DU0247  DESIGNATION -  3170
 DU0247  PID         -  DU0247
 DU0247  STATE/COUNTY-  AZ/GILA
 DU0247  USGS QUAD   -  GLOBE (1982)
 DU0247
 DU0247                         *CURRENT SURVEY CONTROL
 DU0247  ___________________________________________________________________
 DU0247* NAD 83(1986)-  33 27 37.     (N)    110 50 32.     (W)     SCALED    
 DU0247* NAVD 88     -       966.553  (meters)    3171.10   (feet)  ADJUSTED  
 DU0247  ___________________________________________________________________
 DU0247  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU0247  DYNAMIC HT  -         965.257 (meters)    3166.85  (feet)  COMP
 DU0247  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 DU0247
 DU0247  VERT ORDER  -  FIRST     CLASS II
 DU0247
 DU0247.The horizontal coordinates were scaled from a topographic map and have
 DU0247.an estimated accuracy of +/- 6 seconds.
 DU0247
 DU0247.The orthometric height was determined by differential leveling
 DU0247.and adjusted in June 1991.
 DU0247
 DU0247.The geoid height was determined by GEOID03.
 DU0247
 DU0247.The dynamic height is computed by dividing the NAVD 88
 DU0247.geopotential number by the normal gravity value computed on the
 DU0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0247.degrees latitude (g = 980.6199 gals.).
 DU0247
 DU0247.The modeled gravity was interpolated from observed gravity values.
 DU0247
 DU0247;                    North         East    Units  Estimated Accuracy
 DU0247;SPC AZ E     -   273,000.      150,560.      MT  (+/- 180 meters Scaled)
 DU0247
 DU0247                          SUPERSEDED SURVEY CONTROL
 DU0247
 DU0247  NGVD 29 (??/??/92)  965.945  (m)         3169.10   (f) ADJ UNCH    1 2
 DU0247
 DU0247.Superseded values are not recommended for survey control.
 DU0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0247.See file dsdata.txt to determine how the superseded data were derived.
 DU0247
 DU0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC146023(NAD 83)
 DU0247_MARKER: P = PIPE CAP
 DU0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0247_STAMPING: 3169.105 PHNX
 DU0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0247
 DU0247  HISTORY     - Date     Condition        Report By
 DU0247  HISTORY     - UNK      MONUMENTED       USGS
 DU0247  HISTORY     - 1933     GOOD             NGS
 DU0247  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0247  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU0247
 DU0247                          STATION DESCRIPTION
 DU0247
 DU0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0247'6.0 MI N FROM GLOBE.
 DU0247'6.0 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, THENCE 1.0
 DU0247'MILE NORTHEAST ALONG A COUNTY ROAD.  AT THE S.L. BIXBY RANCH IN 1933,
 DU0247'200 FEET SOUTH OF THE RANCHHOUSE, 40 FEET NORTHEAST OF THE CENTERLINE
 DU0247'OF THE ROAD, AND 10 FEET SOUTHEAST OF A COTTONWOOD TREE.  RIVETED ON
 DU0247'THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTION 6 INCHES ABOVE GROUND.
 DU0247
 DU0247                          STATION RECOVERY (1979)
 DU0247
 DU0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0247'NOTE=THE TREE AND RANCH HOUSE HAVE BEEN REMOVED.
 DU0247
 DU0247                          STATION RECOVERY (2006)
 DU0247
 DU0247'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0247'THERE IS INDEED STILL A RANCHHOUSE NEARBY, AND A LIVE COTTONWOOD TREE
 DU0247'(AS WELL AS THE STUMP OF A REMOVED ONE) ABOUT 40 FT FROM THE
 DU0247'CENTERLINE OF THE ROAD. A PIPE-AND-ROD FENCE HAS BEEN INSTALLED AT
 DU0247'ABOUT 10 FT SE OF THE TREE AND STUMP, AND THE MARK MAY HAVE BEEN
 DU0247'REMOVED AS A NUISANCE WHEN THE FENCE WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0724 ***********************************************************************
 DA0724  DESIGNATION -  3174+45
 DA0724  PID         -  DA0724
 DA0724  STATE/COUNTY-  AZ/MARICOPA
 DA0724  USGS QUAD   -  AZTEC SE (1982)
 DA0724
 DA0724                         *CURRENT SURVEY CONTROL
 DA0724  ___________________________________________________________________
 DA0724* NAD 83(1986)-  32 50 22.     (N)    113 19 23.     (W)     SCALED    
 DA0724* NAVD 88     -       168.74   (+/-2cm)     553.6    (feet)  VERTCON   
 DA0724  ___________________________________________________________________
 DA0724  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DA0724  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0724
 DA0724.The horizontal coordinates were scaled from a topographic map and have
 DA0724.an estimated accuracy of +/- 6 seconds.
 DA0724
 DA0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0724.The vertical order pertains to the NGVD 29 superseded value.
 DA0724
 DA0724.The geoid height was determined by GEOID03.
 DA0724
 DA0724;                    North         East    Units  Estimated Accuracy
 DA0724;SPC AZ C     -   204,820.       81,700.      MT  (+/- 180 meters Scaled)
 DA0724
 DA0724                          SUPERSEDED SURVEY CONTROL
 DA0724
 DA0724  NGVD 29 (??/??/92)  168.167  (m)          551.73   (f) ADJ UNCH    1 2
 DA0724
 DA0724.Superseded values are not recommended for survey control.
 DA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0724.See file dsdata.txt to determine how the superseded data were derived.
 DA0724
 DA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB825358(NAD 83)
 DA0724_MARKER: DD = SURVEY DISK
 DA0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0724_SP_SET: BRIDGE
 DA0724_STAMPING: ELEV. 551.525 STA. 3174+45 19
 DA0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0724
 DA0724  HISTORY     - Date     Condition        Report By
 DA0724  HISTORY     - UNK      MONUMENTED       AZHD
 DA0724  HISTORY     - 1952     GOOD             NGS
 DA0724  HISTORY     - 1960     GOOD             NGS
 DA0724  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0724  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0724
 DA0724                          STATION DESCRIPTION
 DA0724
 DA0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0724'6.7 MI W FROM SENTINEL.
 DA0724'6.7 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0724'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN TOP OF THE SOUTH
 DA0724'RAIL OF A HIGHWAY BRIDGE, 7.2 MILES EAST OF AZTEC, 4.8 FEET EAST OF
 DA0724'THE WEST END OF THE BRIDGE RAIL, 4.8 FEET WEST OF THE EAST END OF THE
 DA0724'BRIDGE RAIL, 22.9 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 DA0724'ABOUT LEVEL WITH THE ROAD.
 DA0724
 DA0724                          STATION RECOVERY (1960)
 DA0724
 DA0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0724'RECOVERED IN GOOD CONDITION.
 DA0724
 DA0724                          STATION RECOVERY (1980)
 DA0724
 DA0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0724'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0724'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0724
 DA0724                          STATION RECOVERY (1980)
 DA0724
 DA0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0724'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0724'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0871 ***********************************************************************
 CG0871  DESIGNATION -  3178.46
 CG0871  PID         -  CG0871
 CG0871  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0871  USGS QUAD   -  AMADO (1981)
 CG0871
 CG0871                         *CURRENT SURVEY CONTROL
 CG0871  ___________________________________________________________________
 CG0871* NAD 83(1986)-  31 39 00.     (N)    111 03 34.     (W)     SCALED    
 CG0871* NAVD 88     -       969.609  (meters)    3181.13   (feet)  ADJUSTED  
 CG0871  ___________________________________________________________________
 CG0871  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0871  DYNAMIC HT  -         968.168 (meters)    3176.40  (feet)  COMP
 CG0871  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CG0871
 CG0871  VERT ORDER  -  FIRST     CLASS II
 CG0871
 CG0871.The horizontal coordinates were scaled from a topographic map and have
 CG0871.an estimated accuracy of +/- 6 seconds.
 CG0871
 CG0871.The orthometric height was determined by differential leveling
 CG0871.and adjusted in June 1991.
 CG0871
 CG0871.The geoid height was determined by GEOID03.
 CG0871
 CG0871.The dynamic height is computed by dividing the NAVD 88
 CG0871.geopotential number by the normal gravity value computed on the
 CG0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0871.degrees latitude (g = 980.6199 gals.).
 CG0871
 CG0871.The modeled gravity was interpolated from observed gravity values.
 CG0871
 CG0871;                    North         East    Units  Estimated Accuracy
 CG0871;SPC AZ C     -    72,380.      294,660.      MT  (+/- 180 meters Scaled)
 CG0871
 CG0871                          SUPERSEDED SURVEY CONTROL
 CG0871
 CG0871.No superseded survey control is available for this station.
 CG0871
 CG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943016(NAD 83)
 CG0871_MARKER: DB = BENCH MARK DISK
 CG0871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0871_SP_SET: HEADWALL
 CG0871_STAMPING: STA. 1303+60 ELEV. 3178.46 77
 CG0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0871+STABILITY: SURFACE MOTION
 CG0871
 CG0871  HISTORY     - Date     Condition        Report By
 CG0871  HISTORY     - 1977     MONUMENTED       AZDT
 CG0871  HISTORY     - 1980     GOOD             NGS
 CG0871  HISTORY     - 20061022 GOOD             GEOCAC
 CG0871
 CG0871                          STATION DESCRIPTION
 CG0871
 CG0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0871'8.5 KM SOUTH FROM AMADO.
 CG0871'8.5 KILOMETERS (5.3 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0871'ARIVACA ROAD UNDERPASS AT AMADO, 0.3 KILOMETER (0.2 MILE) SOUTH
 CG0871'OF THE CHAVEZ SIDING ROAD UNDERPASS, SET IN TOP AND 1.6 METERS
 CG0871'(5.1 FEET) NORTH OF THE SOUTH END OF A 1.4 METER (4.5 FOOT) PIPE
 CG0871'CULVERT UNDER THE CHAVEZ SIDING ROAD SOUTH BOUND ON RAMP ROAD,
 CG0871'28.5 METERS (93.5 FEET) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 CG0871'TRAFFIC LANE, 11.7 METERS (38.4 FEET) WEST OF THE CENTERLINE OF THE
 CG0871'ON RAMP ROAD.
 CG0871'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CG0871
 CG0871                          STATION RECOVERY (2006)
 CG0871
 CG0871'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0871'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CG0871'31 39 00.54 (N)   111 03 34.38 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0400 ***********************************************************************
 ET0400  DESIGNATION -  3183
 ET0400  PID         -  ET0400
 ET0400  STATE/COUNTY-  AZ/YAVAPAI
 ET0400  USGS QUAD   -  CONGRESS (1969)
 ET0400
 ET0400                         *CURRENT SURVEY CONTROL
 ET0400  ___________________________________________________________________
 ET0400* NAD 83(1986)-  34 12 28.     (N)    112 50 11.     (W)     SCALED    
 ET0400* NAVD 88     -       973.218  (meters)    3192.97   (feet)  POSTED    
 ET0400  ___________________________________________________________________
 ET0400  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 ET0400  DYNAMIC HT  -         972.000 (meters)    3188.97  (feet)  COMP
 ET0400  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 ET0400
 ET0400  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0400
 ET0400.The horizontal coordinates were scaled from a topographic map and have
 ET0400.an estimated accuracy of +/- 6 seconds.
 ET0400
 ET0400.The orthometric height was determined by differential leveling
 ET0400.and adjusted in November 2005.
 ET0400.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0400.rate of 1.1 thru 2.0 mm/km.
 ET0400
 ET0400.The geoid height was determined by GEOID03.
 ET0400
 ET0400.The dynamic height is computed by dividing the NAVD 88
 ET0400.geopotential number by the normal gravity value computed on the
 ET0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0400.degrees latitude (g = 980.6199 gals.).
 ET0400
 ET0400.The modeled gravity was interpolated from observed gravity values.
 ET0400
 ET0400;                    North         East    Units  Estimated Accuracy
 ET0400;SPC AZ C     -   356,080.      128,610.      MT  (+/- 180 meters Scaled)
 ET0400
 ET0400                          SUPERSEDED SURVEY CONTROL
 ET0400
 ET0400  NGVD 29 (??/??/92)  972.531  (m)         3190.71   (f) ADJ UNCH    2 0
 ET0400
 ET0400.Superseded values are not recommended for survey control.
 ET0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0400.See file dsdata.txt to determine how the superseded data were derived.
 ET0400
 ET0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC308867(NAD 83)
 ET0400_MARKER: DD = SURVEY DISK
 ET0400_SETTING: 66 = SET IN ROCK OUTCROP
 ET0400_SP_SET: GRANITE LEDGE
 ET0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0400+STABILITY: POSITION/ELEVATION WELL
 ET0400
 ET0400  HISTORY     - Date     Condition        Report By
 ET0400  HISTORY     - UNK      MONUMENTED       USGS
 ET0400  HISTORY     - 1933     GOOD             NGS
 ET0400  HISTORY     - 20080526 GOOD             GEOCAC
 ET0400
 ET0400                          STATION DESCRIPTION
 ET0400
 ET0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0400'4.2 MI N FROM CONGRESS JUNCTION.
 ET0400'ON A.T. AND S.F. RIGHT OF WAY, 300 FEET NORTH OF ABANDONED MARTINEZ
 ET0400'PUMP HOUSE, ON TOP OF LEDGE OF GRANITE, 45 FEET WEST OF RAILROAD
 ET0400'CENTER-LINE, 3 FEET ABOVE TOP OF RAIL.
 ET0400
 ET0400                          STATION RECOVERY (2008)
 ET0400
 ET0400'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0400'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0400'12.466' W112 50.185'. A MESQUITE TREE HAS GROWN UP IN THE LEDGE,
 ET0400'MAKING RECOVERY AND USAGE OF THE MARK DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0444 ***********************************************************************
 CG0444  DESIGNATION -  3193.7
 CG0444  PID         -  CG0444
 CG0444  STATE/COUNTY-  AZ/PIMA
 CG0444  USGS QUAD   -  FRESNO WASH (1982)
 CG0444
 CG0444                         *CURRENT SURVEY CONTROL
 CG0444  ___________________________________________________________________
 CG0444* NAD 83(1986)-  31 48 53.     (N)    111 27 14.     (W)     SCALED    
 CG0444* NAVD 88     -       974.02   (+/-2cm)    3195.6    (feet)  VERTCON   
 CG0444  ___________________________________________________________________
 CG0444  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CG0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0444
 CG0444.The horizontal coordinates were scaled from a topographic map and have
 CG0444.an estimated accuracy of +/- 6 seconds.
 CG0444
 CG0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0444.The vertical order pertains to the NGVD 29 superseded value.
 CG0444
 CG0444.The geoid height was determined by GEOID03.
 CG0444
 CG0444;                    North         East    Units  Estimated Accuracy
 CG0444;SPC AZ C     -    90,420.      257,170.      MT  (+/- 180 meters Scaled)
 CG0444
 CG0444                          SUPERSEDED SURVEY CONTROL
 CG0444
 CG0444  NGVD 29 (??/??/92)  973.259  (m)         3193.10   (f) ADJ UNCH    2 0
 CG0444
 CG0444.Superseded values are not recommended for survey control.
 CG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0444.See file dsdata.txt to determine how the superseded data were derived.
 CG0444
 CG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA570199(NAD 83)
 CG0444_MARKER: Q = CHISELED SQUARE
 CG0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0444_SP_SET: ABUTMENT
 CG0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0444
 CG0444  HISTORY     - Date     Condition        Report By
 CG0444  HISTORY     - UNK      MONUMENTED       USGS
 CG0444  HISTORY     - 1952     GOOD             NGS
 CG0444
 CG0444                          STATION DESCRIPTION
 CG0444
 CG0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0444'21.85 MI SW FROM THREE POINTS.
 CG0444'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0444'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 1.25 MILES WEST
 CG0444'ALONG THE ELKHORN RANCH ROAD, AT A CATTLE GUARD, 150 FEET WEST OF
 CG0444'(B.M. W 302) ON THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 CG0444'CATTLE GUARD, A METAL TAG ON WOOD FRAME OF CATTLE GUARD STAMPED
 CG0444'3193.7, 6 1/2 FEET SOUTHEAST OF THE CENTER OF THE CATTLE GUARD AND
 CG0444'ROAD, 0.4 FOOT EAST OF THE EAST EDGE OF THE EAST STEEL RAIL OF THE
 CG0444'CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1574 ***********************************************************************
 DV1574  DESIGNATION -  32 A
 DV1574  PID         -  DV1574
 DV1574  STATE/COUNTY-  AZ/LA PAZ
 DV1574  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1574
 DV1574                         *CURRENT SURVEY CONTROL
 DV1574  ___________________________________________________________________
 DV1574* NAD 83(1986)-  33 35 09.     (N)    113 27 52.     (W)     SCALED    
 DV1574* NAVD 88     -       432.82   (+/-2cm)    1420.0    (feet)  VERTCON   
 DV1574  ___________________________________________________________________
 DV1574  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1574
 DV1574.The horizontal coordinates were scaled from a topographic map and have
 DV1574.an estimated accuracy of +/- 6 seconds.
 DV1574
 DV1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1574.The vertical order pertains to the NGVD 29 superseded value.
 DV1574
 DV1574.The geoid height was determined by GEOID03.
 DV1574
 DV1574;                    North         East    Units  Estimated Accuracy
 DV1574;SPC AZ W     -   286,770.      239,870.      MT  (+/- 180 meters Scaled)
 DV1574
 DV1574                          SUPERSEDED SURVEY CONTROL
 DV1574
 DV1574  NGVD 29 (??/??/92)  432.146  (m)         1417.80   (f) ADJ UNCH    2 0
 DV1574
 DV1574.Superseded values are not recommended for survey control.
 DV1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1574.See file dsdata.txt to determine how the superseded data were derived.
 DV1574
 DV1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC712189(NAD 83)
 DV1574_MARKER: DD = SURVEY DISK
 DV1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1574_STAMPING: 32 A 1962
 DV1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1574+STABILITY: SURFACE MOTION
 DV1574
 DV1574  HISTORY     - Date     Condition        Report By
 DV1574  HISTORY     - 1962     MONUMENTED       AZHD
 DV1574
 DV1574                          STATION DESCRIPTION
 DV1574
 DV1574'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1574'20.9 MI SE FROM SALOME.
 DV1574'0.5 MILE EAST-SOUTHEAST OF C 413 32 AN ARIZONA HIGHWAY DEPARTMENT
 DV1574'DISK STAMPED 32 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1574'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1574'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0822 ***********************************************************************
 FQ0822  DESIGNATION -  32 BKC
 FQ0822  PID         -  FQ0822
 FQ0822  STATE/COUNTY-  AZ/COCONINO
 FQ0822  USGS QUAD   -  WUPATKI SE (1969)
 FQ0822
 FQ0822                         *CURRENT SURVEY CONTROL
 FQ0822  ___________________________________________________________________
 FQ0822* NAD 83(1986)-  35 32 53.     (N)    111 18 33.     (W)     SCALED    
 FQ0822* NAVD 88     -      1364.727  (meters)    4477.44   (feet)  POSTED    
 FQ0822  ___________________________________________________________________
 FQ0822  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0822  DYNAMIC HT  -        1363.010 (meters)    4471.81  (feet)  COMP
 FQ0822  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 FQ0822
 FQ0822  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0822
 FQ0822.The horizontal coordinates were scaled from a topographic map and have
 FQ0822.an estimated accuracy of +/- 6 seconds.
 FQ0822
 FQ0822.The orthometric height was determined by differential leveling
 FQ0822.and adjusted by the  in 1992.
 FQ0822.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0822.rate of 0.0 thru 1.0 mm/km.
 FQ0822
 FQ0822.The geoid height was determined by GEOID03.
 FQ0822
 FQ0822.The dynamic height is computed by dividing the NAVD 88
 FQ0822.geopotential number by the normal gravity value computed on the
 FQ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0822.degrees latitude (g = 980.6199 gals.).
 FQ0822
 FQ0822.The modeled gravity was interpolated from observed gravity values.
 FQ0822
 FQ0822;                    North         East    Units  Estimated Accuracy
 FQ0822;SPC AZ C     -   504,540.      268,440.      MT  (+/- 180 meters Scaled)
 FQ0822
 FQ0822                          SUPERSEDED SURVEY CONTROL
 FQ0822
 FQ0822.No superseded survey control is available for this station.
 FQ0822
 FQ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE719338(NAD 83)
 FQ0822_MARKER: DB = BENCH MARK DISK
 FQ0822_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0822_SP_SET: ROCK OUTCROP
 FQ0822_STAMPING: 32 BKC 1968
 FQ0822_MARK LOGO: USGS  
 FQ0822_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0822+STABILITY: POSITION/ELEVATION WELL
 FQ0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0822+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0822
 FQ0822  HISTORY     - Date     Condition        Report By
 FQ0822  HISTORY     - 1968     MONUMENTED       USGS
 FQ0822
 FQ0822                          STATION DESCRIPTION
 FQ0822
 FQ0822'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0822'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0822'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0822'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0822'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0822'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0822'2.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 34 FEET NORTH OF
 FQ0822'THE CENTERLINE OF THE ROAD, SET ON A COPPER COATED ROAD CEMENTED IN A
 FQ0822'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1494 ***********************************************************************
 CZ1494  DESIGNATION -  32 DOR
 CZ1494  PID         -  CZ1494
 CZ1494  STATE/COUNTY-  AZ/PIMA
 CZ1494  USGS QUAD   -  TUCSON (1992)
 CZ1494
 CZ1494                         *CURRENT SURVEY CONTROL
 CZ1494  ___________________________________________________________________
 CZ1494* NAD 83(1986)-  32 12 25.     (N)    110 57 56.     (W)     SCALED    
 CZ1494* NAVD 88     -       736.537  (meters)    2416.46   (feet)  ADJUSTED  
 CZ1494  ___________________________________________________________________
 CZ1494  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1494  DYNAMIC HT  -         735.527 (meters)    2413.14  (feet)  COMP
 CZ1494  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 CZ1494
 CZ1494  VERT ORDER  -  FIRST     CLASS II
 CZ1494
 CZ1494.The horizontal coordinates were scaled from a topographic map and have
 CZ1494.an estimated accuracy of +/- 6 seconds.
 CZ1494
 CZ1494.The orthometric height was determined by differential leveling
 CZ1494.and adjusted in June 1991.
 CZ1494
 CZ1494.The geoid height was determined by GEOID03.
 CZ1494
 CZ1494.The dynamic height is computed by dividing the NAVD 88
 CZ1494.geopotential number by the normal gravity value computed on the
 CZ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1494.degrees latitude (g = 980.6199 gals.).
 CZ1494
 CZ1494.The modeled gravity was interpolated from observed gravity values.
 CZ1494
 CZ1494;                    North         East    Units  Estimated Accuracy
 CZ1494;SPC AZ C     -   134,210.      303,020.      MT  (+/- 180 meters Scaled)
 CZ1494
 CZ1494                          SUPERSEDED SURVEY CONTROL
 CZ1494
 CZ1494.No superseded survey control is available for this station.
 CZ1494
 CZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA032633(NAD 83)
 CZ1494_MARKER: DB = BENCH MARK DISK
 CZ1494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1494_SP_SET: CURB
 CZ1494_STAMPING: 32 DOR 1975
 CZ1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1494+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1494
 CZ1494  HISTORY     - Date     Condition        Report By
 CZ1494  HISTORY     - 1975     MONUMENTED       USGS
 CZ1494  HISTORY     - 1980     GOOD             NGS
 CZ1494  HISTORY     - 19950309 GOOD             USPSQD
 CZ1494  HISTORY     - 20020403 GOOD             USPSQD
 CZ1494  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1494
 CZ1494                          STATION DESCRIPTION
 CZ1494
 CZ1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1494'IN TUCSON.
 CZ1494'IN TUCSON AT THE NORTHWEST CORNER OF THE INTERSECTION OF TWENTY-
 CZ1494'SECOND STREET AND FOURTH AVENUE. SET IN TOP OF THE WEST CURB OF
 CZ1494'FOURTH AVENUE, 19.8 METERS (65 FEET) NORTH OF THE CENTERLINE OF
 CZ1494'TWENTYSECOND STREET, 7.6 METERS (25 FEET) WEST OF THE CENTER-
 CZ1494'LINE OF THE AVENUE, 1.95 METERS (6.4 FEET) NORTH OF A FIRE HYDRANT.
 CZ1494'THE MARK IS ABOVE LEVEL WITH THE AVENUE SIDEWALK.
 CZ1494
 CZ1494                          STATION RECOVERY (1995)
 CZ1494
 CZ1494'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1494'RECOVERED IN GOOD CONDITION.
 CZ1494
 CZ1494                          STATION RECOVERY (2002)
 CZ1494
 CZ1494'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1494'RECOVERED IN GOOD CONDITION.
 CZ1494
 CZ1494                          STATION RECOVERY (2006)
 CZ1494
 CZ1494'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0794 ***********************************************************************
 FQ0794  DESIGNATION -  32 HLS
 FQ0794  PID         -  FQ0794
 FQ0794  STATE/COUNTY-  AZ/NAVAJO
 FQ0794  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0794
 FQ0794                         *CURRENT SURVEY CONTROL
 FQ0794  ___________________________________________________________________
 FQ0794* NAD 83(1986)-  35 07 05.     (N)    110 05 35.     (W)     SCALED    
 FQ0794* NAVD 88     -      1609.224  (meters)    5279.60   (feet)  ADJUSTED  
 FQ0794  ___________________________________________________________________
 FQ0794  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 FQ0794  DYNAMIC HT  -        1607.045 (meters)    5272.45  (feet)  COMP
 FQ0794  MODELED GRAV-     979,224.0   (mgal)                       NAVD 88
 FQ0794
 FQ0794  VERT ORDER  -  THIRD
 FQ0794
 FQ0794.The horizontal coordinates were scaled from a topographic map and have
 FQ0794.an estimated accuracy of +/- 6 seconds.
 FQ0794
 FQ0794.The orthometric height was determined by differential leveling
 FQ0794.and adjusted in June 1991.
 FQ0794
 FQ0794.The geoid height was determined by GEOID03.
 FQ0794
 FQ0794.The dynamic height is computed by dividing the NAVD 88
 FQ0794.geopotential number by the normal gravity value computed on the
 FQ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0794.degrees latitude (g = 980.6199 gals.).
 FQ0794
 FQ0794.The modeled gravity was interpolated from observed gravity values.
 FQ0794
 FQ0794;                    North         East    Units  Estimated Accuracy
 FQ0794;SPC AZ E     -   456,670.      220,070.      MT  (+/- 180 meters Scaled)
 FQ0794
 FQ0794                          SUPERSEDED SURVEY CONTROL
 FQ0794
 FQ0794.No superseded survey control is available for this station.
 FQ0794
 FQ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD826865(NAD 83)
 FQ0794_MARKER: DB = BENCH MARK DISK
 FQ0794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0794_SP_SET: COPPER-CLAD STEEL ROD
 FQ0794_STAMPING: 32 HLS 1970 5277
 FQ0794_MARK LOGO: USGS  
 FQ0794_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0794+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0794
 FQ0794  HISTORY     - Date     Condition        Report By
 FQ0794  HISTORY     - 1970     MONUMENTED       USGS
 FQ0794
 FQ0794                          STATION DESCRIPTION
 FQ0794
 FQ0794'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0794'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0794'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 10.3 MILES NORTH ALONG STATE
 FQ0794'HIGHWAY 77, 57 FEET WEST OF WOODEN POWER POLE 2413, 49 FEET EAST OF
 FQ0794'THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE AND WITNESS
 FQ0794'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0794'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1440 ***********************************************************************
 DA1440  DESIGNATION -  32 M
 DA1440  PID         -  DA1440
 DA1440  STATE/COUNTY-  AZ/YUMA
 DA1440  USGS QUAD   -  NORTH OF ROLL (1986)
 DA1440
 DA1440                         *CURRENT SURVEY CONTROL
 DA1440  ___________________________________________________________________
 DA1440* NAD 83(1992)-  32 54 35.28531(N)    113 56 14.68803(W)     ADJUSTED  
 DA1440* NAVD 88     -       221.96   (+/-2cm)     728.2    (feet)  VERTCON   
 DA1440  ___________________________________________________________________
 DA1440  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DA1440  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1440  HORZ ORDER  -  SECOND
 DA1440  VERT ORDER  -  THIRD ? (See Below)
 DA1440
 DA1440.The horizontal coordinates were established by classical geodetic methods
 DA1440.and adjusted by the National Geodetic Survey in August 1993.
 DA1440
 DA1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1440.The vertical order pertains to the NGVD 29 superseded value.
 DA1440
 DA1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1440
 DA1440.The geoid height was determined by GEOID03.
 DA1440
 DA1440;                    North         East     Units Scale Factor Converg.
 DA1440;SPC AZ W     -   211,771.833   195,828.977   MT  0.99993712   -0 06 06.6
 DA1440;SPC AZ W     -   694,789.48    642,483.52   iFT  0.99993712   -0 06 06.6
 DA1440;UTM  12      - 3,645,115.876   225,270.548   MT  1.00053075   -1 35 49.0
 DA1440;UTM  11      - 3,645,449.359   786,441.128   MT  1.00061181   +1 39 54.3
 DA1440
 DA1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1440!SPC AZ W     -   0.99997028  x   0.99993712  =   0.99990741
 DA1440!UTM  12      -   0.99997028  x   1.00053075  =   1.00050102
 DA1440!UTM  11      -   0.99997028  x   1.00061181  =   1.00058208
 DA1440
 DA1440|---------------------------------------------------------------------|
 DA1440| PID    Reference Object                     Distance      Geod. Az  |
 DA1440|                                                           dddmmss.s |
 DA1440| CH2768 32 M RM 1                             8.239 METERS 01832     |
 DA1440| CH2769 32 M RM 2                             9.043 METERS 11843     |
 DA1440| DA1437 ROLL                                APPROX. 3.9 KM 1591542.5 |
 DA1440|---------------------------------------------------------------------|
 DA1440
 DA1440                          SUPERSEDED SURVEY CONTROL
 DA1440
 DA1440  NAD 83(1986)-  32 54 35.28082(N)    113 56 14.69299(W) AD(       ) 2
 DA1440  NAD 27      -  32 54 35.12600(N)    113 56 11.94000(W) AD(       ) 2
 DA1440  NGVD 29 (07/19/86)  221.28   (m)          726.0    (f) LEVELING    3  
 DA1440
 DA1440.Superseded values are not recommended for survey control.
 DA1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1440.See file dsdata.txt to determine how the superseded data were derived.
 DA1440
 DA1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2527145116(NAD 83)
 DA1440_MARKER: DD = SURVEY DISK
 DA1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1440
 DA1440  HISTORY     - Date     Condition        Report By
 DA1440  HISTORY     - 1949     MONUMENTED       USGS
 DA1440
 DA1440                          STATION DESCRIPTION
 DA1440
 DA1440'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DA1440'THE STATION IS LOCATED ABOUT 13.5 MILES AIR LINE NORTH-NORTHEAST
 DA1440'OF ROLL IN THE FLAT SANDY AREA ALONG THE ROAD THAT EXTENDS
 DA1440'FROM ROLL TO STATE HIGHWAY 95.  THE STATION MARK IS A U.S.
 DA1440'GEOLOGICAL SURVEY BENCH MARK SET IN AN 8-INCH SQUARE CONCRETE
 DA1440'POST THAT PROJECTS 10 INCHES.  IT IS 24 FEET EAST OF A BLADED
 DA1440'ROAD AND IS STAMPED, 32M 1925.
 DA1440'
 DA1440'REFERENCE MARK NO. 1 IS SET FLUSH ABOUT 1 FOOT LOWER THAN THE
 DA1440'STATION MARK.  IT IS STAMPED, BM 32M 1949 NO 1.
 DA1440'
 DA1440'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 1 FOOT LOWER THAN
 DA1440'THE STATION MARK.  IT IS STAMPED, BM 32M 1949 NO 2.
 DA1440'
 DA1440'STATION ROLL 1934 IS THE AZIMUTH MARK.
 DA1440'
 DA1440'TO REACH THE STATION FROM THE POST OFFICE IN ROLL, GO NORTHWEST,
 DA1440'CROSSING THE RAILROAD TRACKS.  TURN RIGHT, GO NORTHEAST, THEN
 DA1440'NORTH 1.4 MILES TO A FORK.  CONTINUE TO THE LEFT 0.45 MILE
 DA1440'TO THE JUNCTION WITH A BLADED ROAD.  TURN RIGHT, FOLLOW MAIN
 DA1440'ROAD 11.8 MILES TO THE STATION ON THE RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0649 ***********************************************************************
 CG0649  DESIGNATION -  3203.4
 CG0649  PID         -  CG0649
 CG0649  STATE/COUNTY-  AZ/PIMA
 CG0649  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0649
 CG0649                         *CURRENT SURVEY CONTROL
 CG0649  ___________________________________________________________________
 CG0649* NAD 83(1986)-  31 55 48.     (N)    111 41 23.     (W)     SCALED    
 CG0649* NAVD 88     -       977.10   (+/-2cm)    3205.7    (feet)  VERTCON   
 CG0649  ___________________________________________________________________
 CG0649  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CG0649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0649
 CG0649.The horizontal coordinates were scaled from a topographic map and have
 CG0649.an estimated accuracy of +/- 6 seconds.
 CG0649
 CG0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0649.The vertical order pertains to the NGVD 29 superseded value.
 CG0649
 CG0649.The geoid height was determined by GEOID03.
 CG0649
 CG0649;                    North         East    Units  Estimated Accuracy
 CG0649;SPC AZ C     -   103,130.      234,820.      MT  (+/- 180 meters Scaled)
 CG0649
 CG0649                          SUPERSEDED SURVEY CONTROL
 CG0649
 CG0649  NGVD 29 (??/??/92)  976.336  (m)         3203.20   (f) ADJ UNCH    2 0
 CG0649
 CG0649.Superseded values are not recommended for survey control.
 CG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0649.See file dsdata.txt to determine how the superseded data were derived.
 CG0649
 CG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA348328(NAD 83)
 CG0649_MARKER: N = NAIL
 CG0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0649_SP_SET: TREE
 CG0649_STAMPING: 3203.4
 CG0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0649
 CG0649  HISTORY     - Date     Condition        Report By
 CG0649  HISTORY     - UNK      MONUMENTED       USGS
 CG0649  HISTORY     - 1952     GOOD             NGS
 CG0649
 CG0649                          STATION DESCRIPTION
 CG0649
 CG0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0649'18.45 MI E FROM SELLS.
 CG0649'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0649'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 5.35 MILES
 CG0649'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, AT A SADDLE AT THE TOP OF
 CG0649'A STEEP GRADE, A COPPER NAIL AND WASHER SET IN THE NORTH ROOT OF A
 CG0649'MESQUITE TREE, 72.4 FEET WEST AND ACROSS THE ROAD FROM B.M. B 306, 43
 CG0649'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 CG0649'AND A METAL TAG ON THE TREE STAMPED 3203.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0727 ***********************************************************************
 DA0727  DESIGNATION -  3212+50
 DA0727  PID         -  DA0727
 DA0727  STATE/COUNTY-  AZ/MARICOPA
 DA0727  USGS QUAD   -  AZTEC SE (1982)
 DA0727
 DA0727                         *CURRENT SURVEY CONTROL
 DA0727  ___________________________________________________________________
 DA0727* NAD 83(1986)-  32 50 30.     (N)    113 18 39.     (W)     SCALED    
 DA0727* NAVD 88     -       168.76   (+/-2cm)     553.7    (feet)  VERTCON   
 DA0727  ___________________________________________________________________
 DA0727  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DA0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0727
 DA0727.The horizontal coordinates were scaled from a topographic map and have
 DA0727.an estimated accuracy of +/- 6 seconds.
 DA0727
 DA0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0727.The vertical order pertains to the NGVD 29 superseded value.
 DA0727
 DA0727.The geoid height was determined by GEOID03.
 DA0727
 DA0727;                    North         East    Units  Estimated Accuracy
 DA0727;SPC AZ C     -   205,060.       82,850.      MT  (+/- 180 meters Scaled)
 DA0727
 DA0727                          SUPERSEDED SURVEY CONTROL
 DA0727
 DA0727  NGVD 29 (??/??/92)  168.181  (m)          551.77   (f) ADJ UNCH    1 2
 DA0727
 DA0727.Superseded values are not recommended for survey control.
 DA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0727.See file dsdata.txt to determine how the superseded data were derived.
 DA0727
 DA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB837361(NAD 83)
 DA0727_MARKER: DD = SURVEY DISK
 DA0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0727_SP_SET: BRIDGE
 DA0727_STAMPING: ELEV. 551.62 STA 3212+50 1949
 DA0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0727
 DA0727  HISTORY     - Date     Condition        Report By
 DA0727  HISTORY     - 1949     MONUMENTED       AZHD
 DA0727  HISTORY     - 1952     GOOD             NGS
 DA0727  HISTORY     - 1960     GOOD             NGS
 DA0727  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0727  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0727
 DA0727                          STATION DESCRIPTION
 DA0727
 DA0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0727'6.0 MI W FROM SENTINEL.
 DA0727'6.0 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0727'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH GUARD
 DA0727'RAIL OF THE BRIDGE, 9 FEET EAST OF THE WEST END OF THE BRIDGE RAIL,
 DA0727'9.3 FEET WEST OF THE EAST END OF THE BRIDGE RAIL, 24 FEET SOUTH OF THE
 DA0727'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 DA0727
 DA0727                          STATION RECOVERY (1960)
 DA0727
 DA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0727'RECOVERED IN GOOD CONDITION.
 DA0727
 DA0727                          STATION RECOVERY (1980)
 DA0727
 DA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0727'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0727'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0727
 DA0727                          STATION RECOVERY (1980)
 DA0727
 DA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0727'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0727'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0467 ***********************************************************************
 ES0467  DESIGNATION -  3213.2
 ES0467  PID         -  ES0467
 ES0467  STATE/COUNTY-  AZ/YAVAPAI
 ES0467  USGS QUAD   -  CORNVILLE (1968)
 ES0467
 ES0467                         *CURRENT SURVEY CONTROL
 ES0467  ___________________________________________________________________
 ES0467* NAD 83(1986)-  34 38 07.     (N)    111 56 06.     (W)     SCALED    
 ES0467* NAVD 88     -       980.432  (meters)    3216.63   (feet)  ADJUSTED  
 ES0467  ___________________________________________________________________
 ES0467  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 ES0467  DYNAMIC HT  -         979.195 (meters)    3212.58  (feet)  COMP
 ES0467  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 ES0467
 ES0467  VERT ORDER  -  FIRST     CLASS II
 ES0467
 ES0467.The horizontal coordinates were scaled from a topographic map and have
 ES0467.an estimated accuracy of +/- 6 seconds.
 ES0467
 ES0467.The orthometric height was determined by differential leveling
 ES0467.and adjusted in June 1991.
 ES0467
 ES0467.The geoid height was determined by GEOID03.
 ES0467
 ES0467.The dynamic height is computed by dividing the NAVD 88
 ES0467.geopotential number by the normal gravity value computed on the
 ES0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0467.degrees latitude (g = 980.6199 gals.).
 ES0467
 ES0467.The modeled gravity was interpolated from observed gravity values.
 ES0467
 ES0467;                    North         East    Units  Estimated Accuracy
 ES0467;SPC AZ C     -   403,120.      211,680.      MT  (+/- 180 meters Scaled)
 ES0467
 ES0467                          SUPERSEDED SURVEY CONTROL
 ES0467
 ES0467  NGVD 29 (??/??/92)  979.710  (m)         3214.27   (f) ADJ UNCH    1 2
 ES0467
 ES0467.Superseded values are not recommended for survey control.
 ES0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0467.See file dsdata.txt to determine how the superseded data were derived.
 ES0467
 ES0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD143329(NAD 83)
 ES0467_MARKER: Q = CHISELED SQUARE
 ES0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0467_SP_SET: ABUTMENT
 ES0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0467
 ES0467  HISTORY     - Date     Condition        Report By
 ES0467  HISTORY     - UNK      MONUMENTED       USGS
 ES0467  HISTORY     - 1933     GOOD             NGS
 ES0467
 ES0467                          STATION DESCRIPTION
 ES0467
 ES0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0467'7.8 MI NE FROM CAMP VERDE.
 ES0467'AT SIDE OF HIGHWAY, 1.8 MILES NORTHWEST OF OLD AULTMAN STORE, AT
 ES0467'BRIDGE OVER LARGE WASH, TOP OF NORTH CORNER OF NORTHWEST ABUTMENT,
 ES0467'CHISELED SQUARE IN CONCRETE PAINTED U.S.B.M. 3213.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0574 ***********************************************************************
 CY0574  DESIGNATION -  322+19.6
 CY0574  PID         -  CY0574
 CY0574  STATE/COUNTY-  AZ/GRAHAM
 CY0574  USGS QUAD   -  SAN JOSE (1985)
 CY0574
 CY0574                         *CURRENT SURVEY CONTROL
 CY0574  ___________________________________________________________________
 CY0574* NAD 83(1986)-  32 48 46.     (N)    109 36 49.     (W)     SCALED    
 CY0574* NAVD 88     -       912.973  (meters)    2995.31   (feet)  ADJUSTED  
 CY0574  ___________________________________________________________________
 CY0574  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0574  DYNAMIC HT  -         911.702 (meters)    2991.14  (feet)  COMP
 CY0574  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 CY0574
 CY0574  VERT ORDER  -  SECOND    CLASS 0
 CY0574
 CY0574.The horizontal coordinates were scaled from a topographic map and have
 CY0574.an estimated accuracy of +/- 6 seconds.
 CY0574
 CY0574.The orthometric height was determined by differential leveling
 CY0574.and adjusted in June 1991.
 CY0574
 CY0574.The geoid height was determined by GEOID03.
 CY0574
 CY0574.The dynamic height is computed by dividing the NAVD 88
 CY0574.geopotential number by the normal gravity value computed on the
 CY0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0574.degrees latitude (g = 980.6199 gals.).
 CY0574
 CY0574.The modeled gravity was interpolated from observed gravity values.
 CY0574
 CY0574;                    North         East    Units  Estimated Accuracy
 CY0574;SPC AZ E     -   201,130.      265,150.      MT  (+/- 180 meters Scaled)
 CY0574
 CY0574                          SUPERSEDED SURVEY CONTROL
 CY0574
 CY0574  NGVD 29 (??/??/92)  912.389  (m)         2993.40   (f) ADJ UNCH    2 0
 CY0574
 CY0574.Superseded values are not recommended for survey control.
 CY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0574.See file dsdata.txt to determine how the superseded data were derived.
 CY0574
 CY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB297313(NAD 83)
 CY0574_MARKER: DD = SURVEY DISK
 CY0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0574_SP_SET: CULVERT
 CY0574_STAMPING: 2993.26 322+19.6 34
 CY0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0574
 CY0574  HISTORY     - Date     Condition        Report By
 CY0574  HISTORY     - UNK      MONUMENTED       AZHD
 CY0574  HISTORY     - 1945     GOOD             NGS
 CY0574  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0574
 CY0574                          STATION DESCRIPTION
 CY0574
 CY0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CY0574'1.0 MI E FROM SOLOMON.
 CY0574'ALONG U.S. HIGHWAYS 70 AND 666, A COPPER DISK SET IN CENTER OF SOUTH
 CY0574'CONCRETE HEADWALL OF TWIN CONCRETE BOX CULVERT OVER IRRIGATION DITCH.
 CY0574
 CY0574                          STATION RECOVERY (1958)
 CY0574
 CY0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0101 ***********************************************************************
 CZ0101  DESIGNATION -  3220
 CZ0101  PID         -  CZ0101
 CZ0101  STATE/COUNTY-  AZ/PIMA
 CZ0101  USGS QUAD   -  VAIL (1981)
 CZ0101
 CZ0101                         *CURRENT SURVEY CONTROL
 CZ0101  ___________________________________________________________________
 CZ0101* NAD 83(1986)-  32 02 54.     (N)    110 42 41.     (W)     SCALED    
 CZ0101* NAVD 88     -       986.04   (+/-2cm)    3235.0    (feet)  VERTCON   
 CZ0101  ___________________________________________________________________
 CZ0101  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CZ0101  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0101
 CZ0101.The horizontal coordinates were scaled from a topographic map and have
 CZ0101.an estimated accuracy of +/- 6 seconds.
 CZ0101
 CZ0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0101.The vertical order pertains to the NGVD 29 superseded value.
 CZ0101
 CZ0101.The geoid height was determined by GEOID03.
 CZ0101
 CZ0101;                    North         East    Units  Estimated Accuracy
 CZ0101;SPC AZ C     -   116,860.      327,180.      MT  (+/- 180 meters Scaled)
 CZ0101
 CZ0101                          SUPERSEDED SURVEY CONTROL
 CZ0101
 CZ0101  NGVD 29 (??/??/92)  985.319  (m)         3232.67   (f) ADJ UNCH    1 2
 CZ0101
 CZ0101.Superseded values are not recommended for survey control.
 CZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0101.See file dsdata.txt to determine how the superseded data were derived.
 CZ0101
 CZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA272458(NAD 83)
 CZ0101_MARKER: P = PIPE CAP
 CZ0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0101_STAMPING: 3220 NOGLS
 CZ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0101
 CZ0101  HISTORY     - Date     Condition        Report By
 CZ0101  HISTORY     - UNK      MONUMENTED       USGS
 CZ0101  HISTORY     - 1952     GOOD             NGS
 CZ0101  HISTORY     - 1960     GOOD             NGS
 CZ0101
 CZ0101                          STATION DESCRIPTION
 CZ0101
 CZ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0101'IN VAIL.
 CZ0101'AT VAIL, ON THE ACCESS ROAD TO THE VAIL SCHOOL, ON THE INSIDE OF A
 CZ0101'CURVE, ABOUT 65 YARDS NORTH OF A RAILROAD CROSSING, 184.8 FEET
 CZ0101'NORTHEAST OF THE EAST CORNER OF THE SOUTHERN PACIFIC RAILROAD STATION,
 CZ0101'56.3 FEET SOUTHWEST OF THE SOUTHEAST GATE POST OF THE ACCESS ROAD TO
 CZ0101'THE SCHOOL, 26 FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT 1 1/2
 CZ0101'FOOT HIGHER THAN THE ROAD, 1.2 FEET SOUTHEAST OF A WITNESS POST, AND
 CZ0101'RIVETED ON THE TOP OF A 3 INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE
 CZ0101'GROUND.
 CZ0101
 CZ0101                          STATION RECOVERY (1960)
 CZ0101
 CZ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0872 ***********************************************************************
 CG0872  DESIGNATION -  3223.58
 CG0872  PID         -  CG0872
 CG0872  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0872  USGS QUAD   -  AMADO (1981)
 CG0872
 CG0872                         *CURRENT SURVEY CONTROL
 CG0872  ___________________________________________________________________
 CG0872* NAD 83(1986)-  31 38 01.     (N)    111 03 22.     (W)     SCALED    
 CG0872* NAVD 88     -       983.380  (meters)    3226.31   (feet)  ADJUSTED  
 CG0872  ___________________________________________________________________
 CG0872  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0872  DYNAMIC HT  -         981.913 (meters)    3221.49  (feet)  COMP
 CG0872  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 CG0872
 CG0872  VERT ORDER  -  FIRST     CLASS II
 CG0872
 CG0872.The horizontal coordinates were scaled from a topographic map and have
 CG0872.an estimated accuracy of +/- 6 seconds.
 CG0872
 CG0872.The orthometric height was determined by differential leveling
 CG0872.and adjusted in June 1991.
 CG0872
 CG0872.The geoid height was determined by GEOID03.
 CG0872
 CG0872.The dynamic height is computed by dividing the NAVD 88
 CG0872.geopotential number by the normal gravity value computed on the
 CG0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0872.degrees latitude (g = 980.6199 gals.).
 CG0872
 CG0872.The modeled gravity was interpolated from observed gravity values.
 CG0872
 CG0872;                    North         East    Units  Estimated Accuracy
 CG0872;SPC AZ C     -    70,570.      294,990.      MT  (+/- 180 meters Scaled)
 CG0872
 CG0872                          SUPERSEDED SURVEY CONTROL
 CG0872
 CG0872.No superseded survey control is available for this station.
 CG0872
 CG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV946998(NAD 83)
 CG0872_MARKER: DB = BENCH MARK DISK
 CG0872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0872_SP_SET: HEADWALL
 CG0872_STAMPING: STA. 1242+91 ELEV. 3223.58
 CG0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0872+STABILITY: SURFACE MOTION
 CG0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0872+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2002
 CG0872
 CG0872  HISTORY     - Date     Condition        Report By
 CG0872  HISTORY     - 1977     MONUMENTED       AZDT
 CG0872  HISTORY     - 1980     GOOD             NGS
 CG0872  HISTORY     - 20020513 GOOD             INDIV
 CG0872
 CG0872                          STATION DESCRIPTION
 CG0872
 CG0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0872'10.3 KM SOUTH FROM AMADO.
 CG0872'10.3 KILOMETERS (6.4 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0872'ARIVACA ROAD UNDERPASS AT AMADO, 7.4 KILOMETERS (4.6 MILE) NORTH
 CG0872'OF TUNACACORI, SET IN TOP AND 10.1 METERS (33.2 FEET) NORTH OF THE
 CG0872'SOUTH END OF THE WEST HEADWALL OF A 6 CHANNEL BOX CULVERT, 13.0
 CG0872'METERS (42.7 FEET) WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC
 CG0872'LANE, 57.5 METERS (188.6 FEET) SOUTH OF KILOMETER POST 38.
 CG0872'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 CG0872
 CG0872                          STATION RECOVERY (2002)
 CG0872
 CG0872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0872'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0103 ***********************************************************************
 CZ0103  DESIGNATION -  3226
 CZ0103  PID         -  CZ0103
 CZ0103  STATE/COUNTY-  AZ/PIMA
 CZ0103  USGS QUAD   -  VAIL (1981)
 CZ0103
 CZ0103                         *CURRENT SURVEY CONTROL
 CZ0103  ___________________________________________________________________
 CZ0103* NAD 83(1986)-  32 02 05.     (N)    110 40 47.     (W)     SCALED    
 CZ0103* NAVD 88     -       987.79   (+/-2cm)    3240.8    (feet)  VERTCON   
 CZ0103  ___________________________________________________________________
 CZ0103  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CZ0103  VERT ORDER  -  ? (See Below)
 CZ0103
 CZ0103.The horizontal coordinates were scaled from a topographic map and have
 CZ0103.an estimated accuracy of +/- 6 seconds.
 CZ0103
 CZ0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0103.The vertical order pertains to the NGVD 29 superseded value.
 CZ0103
 CZ0103.The geoid height was determined by GEOID03.
 CZ0103
 CZ0103;                    North         East    Units  Estimated Accuracy
 CZ0103;SPC AZ C     -   115,390.      330,190.      MT  (+/- 180 meters Scaled)
 CZ0103
 CZ0103                          SUPERSEDED SURVEY CONTROL
 CZ0103
 CZ0103  NGVD 29 (??/??/92)  987.068  (m)         3238.41   (f) ADJ UNCH    ?  
 CZ0103
 CZ0103.Superseded values are not recommended for survey control.
 CZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0103.See file dsdata.txt to determine how the superseded data were derived.
 CZ0103
 CZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA302443(NAD 83)
 CZ0103_MARKER: DD = SURVEY DISK
 CZ0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0103_SP_SET: CULVERT
 CZ0103_STAMPING: 3226 1907 206
 CZ0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0103
 CZ0103  HISTORY     - Date     Condition        Report By
 CZ0103  HISTORY     - UNK      MONUMENTED       USGS
 CZ0103  HISTORY     - 1952     MARK NOT FOUND   NGS
 CZ0103
 CZ0103                          STATION DESCRIPTION
 CZ0103
 CZ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0103'3.0 MI NW FROM IRENE.
 CZ0103'ABOUT 3 MILES N.W. ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0103'THE STATION SIGNBOARD AT IRENE, PIMA COUNTY, ABOUT 0.4 MI. S.E. OF
 CZ0103'MILEPOST 1005, ABOUT 100 FEET N.W. OF AN EASTBOUND SIGNAL, AT 36 INCH
 CZ0103'CONCRETE PIPE CULVERT 1005 C, 6 FEET N.E. OF THE TRACK, AND IN THE
 CZ0103'HEADWALL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3226 1907
 CZ0103'206.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0728 ***********************************************************************
 DA0728  DESIGNATION -  3227+08
 DA0728  PID         -  DA0728
 DA0728  STATE/COUNTY-  AZ/MARICOPA
 DA0728  USGS QUAD   -  AZTEC SE (1982)
 DA0728
 DA0728                         *CURRENT SURVEY CONTROL
 DA0728  ___________________________________________________________________
 DA0728* NAD 83(1986)-  32 50 30.     (N)    113 18 22.     (W)     SCALED    
 DA0728* NAVD 88     -       168.73   (+/-2cm)     553.6    (feet)  VERTCON   
 DA0728  ___________________________________________________________________
 DA0728  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA0728  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0728
 DA0728.The horizontal coordinates were scaled from a topographic map and have
 DA0728.an estimated accuracy of +/- 6 seconds.
 DA0728
 DA0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0728.The vertical order pertains to the NGVD 29 superseded value.
 DA0728
 DA0728.The geoid height was determined by GEOID03.
 DA0728
 DA0728;                    North         East    Units  Estimated Accuracy
 DA0728;SPC AZ C     -   205,050.       83,290.      MT  (+/- 180 meters Scaled)
 DA0728
 DA0728                          SUPERSEDED SURVEY CONTROL
 DA0728
 DA0728  NGVD 29 (??/??/92)  168.152  (m)          551.68   (f) ADJ UNCH    1 2
 DA0728
 DA0728.Superseded values are not recommended for survey control.
 DA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0728.See file dsdata.txt to determine how the superseded data were derived.
 DA0728
 DA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB841360(NAD 83)
 DA0728_MARKER: DD = SURVEY DISK
 DA0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0728_SP_SET: BRIDGE
 DA0728_STAMPING: ELEV. 551.53 STA. 3227+08 1949
 DA0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0728
 DA0728  HISTORY     - Date     Condition        Report By
 DA0728  HISTORY     - 1949     MONUMENTED       AZHD
 DA0728  HISTORY     - 1952     GOOD             NGS
 DA0728  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0728  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0728
 DA0728                          STATION DESCRIPTION
 DA0728
 DA0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0728'5.7 MI W FROM SENTINEL.
 DA0728'5.7 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0728'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH GUARD
 DA0728'RAIL OF A SMALL BRIDGE, 5 FEET EAST OF THE WEST END OF THE BRIDGE
 DA0728'RAIL, 4.7 FEET WEST OF THE EAST END OF THE BRIDGE RAIL, 22.8 FEET
 DA0728'SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, AND ABOUT LEVEL
 DA0728'WITH THE HIGHWAY.
 DA0728
 DA0728                          STATION RECOVERY (1980)
 DA0728
 DA0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0728'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0728'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0728
 DA0728                          STATION RECOVERY (1980)
 DA0728
 DA0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0728'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0728'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0591 ***********************************************************************
 CG0591  DESIGNATION -  3232.07
 CG0591  PID         -  CG0591
 CG0591  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0591  USGS QUAD   -  TUBAC (1981)
 CG0591
 CG0591                         *CURRENT SURVEY CONTROL
 CG0591  ___________________________________________________________________
 CG0591* NAD 83(1986)-  31 36 18.     (N)    111 03 01.     (W)     SCALED    
 CG0591* NAVD 88     -       985.92   (+/-2cm)    3234.6    (feet)  VERTCON   
 CG0591  ___________________________________________________________________
 CG0591  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0591
 CG0591.The horizontal coordinates were scaled from a topographic map and have
 CG0591.an estimated accuracy of +/- 6 seconds.
 CG0591
 CG0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0591.The vertical order pertains to the NGVD 29 superseded value.
 CG0591
 CG0591.The geoid height was determined by GEOID03.
 CG0591
 CG0591;                    North         East    Units  Estimated Accuracy
 CG0591;SPC AZ C     -    67,400.      295,570.      MT  (+/- 180 meters Scaled)
 CG0591
 CG0591                          SUPERSEDED SURVEY CONTROL
 CG0591
 CG0591  NGVD 29 (??/??/92)  985.092  (m)         3231.92   (f) ADJ UNCH    2 0
 CG0591
 CG0591.Superseded values are not recommended for survey control.
 CG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0591.See file dsdata.txt to determine how the superseded data were derived.
 CG0591
 CG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV952966(NAD 83)
 CG0591_MARKER: DD = SURVEY DISK
 CG0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0591_SP_SET: BRIDGE
 CG0591_STAMPING: 3232.07 1137+09.12 1952
 CG0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0591
 CG0591  HISTORY     - Date     Condition        Report By
 CG0591  HISTORY     - 1952     MONUMENTED       AZHD
 CG0591  HISTORY     - 1959     GOOD             NGS
 CG0591  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0591  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0591
 CG0591                          STATION DESCRIPTION
 CG0591
 CG0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0591'2.4 MI N FROM TUMACACORI.
 CG0591'2.45 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0591'TUMACACORI, 25 FEET WEST OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE
 CG0591'CENTER OF THE WEST HEADWALL OF A 12 FOOT CONCRETE BRIDGE.
 CG0591
 CG0591                          STATION RECOVERY (1979)
 CG0591
 CG0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0591'MARK NOT FOUND.
 CG0591
 CG0591                          STATION RECOVERY (1980)
 CG0591
 CG0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0591'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  BELIEVED DESTROYED BY
 CG0591'CONSTRUCTION OF INTERSTATE HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0873 ***********************************************************************
 CG0873  DESIGNATION -  3233.50
 CG0873  PID         -  CG0873
 CG0873  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0873  USGS QUAD   -  TUBAC (1981)
 CG0873
 CG0873                         *CURRENT SURVEY CONTROL
 CG0873  ___________________________________________________________________
 CG0873* NAD 83(1986)-  31 36 44.     (N)    111 03 07.     (W)     SCALED    
 CG0873* NAVD 88     -       986.401  (meters)    3236.22   (feet)  ADJUSTED  
 CG0873  ___________________________________________________________________
 CG0873  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0873  DYNAMIC HT  -         984.921 (meters)    3231.36  (feet)  COMP
 CG0873  MODELED GRAV-     979,106.3   (mgal)                       NAVD 88
 CG0873
 CG0873  VERT ORDER  -  FIRST     CLASS II
 CG0873
 CG0873.The horizontal coordinates were scaled from a topographic map and have
 CG0873.an estimated accuracy of +/- 6 seconds.
 CG0873
 CG0873.The orthometric height was determined by differential leveling
 CG0873.and adjusted in June 1991.
 CG0873
 CG0873.The geoid height was determined by GEOID03.
 CG0873
 CG0873.The dynamic height is computed by dividing the NAVD 88
 CG0873.geopotential number by the normal gravity value computed on the
 CG0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0873.degrees latitude (g = 980.6199 gals.).
 CG0873
 CG0873.The modeled gravity was interpolated from observed gravity values.
 CG0873
 CG0873;                    North         East    Units  Estimated Accuracy
 CG0873;SPC AZ C     -    68,200.      295,410.      MT  (+/- 180 meters Scaled)
 CG0873
 CG0873                          SUPERSEDED SURVEY CONTROL
 CG0873
 CG0873.No superseded survey control is available for this station.
 CG0873
 CG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950974(NAD 83)
 CG0873_MARKER: DB = BENCH MARK DISK
 CG0873_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0873_SP_SET: HEADWALL
 CG0873_STAMPING: STA. 1162+53.64 ELEV. 3233.50 77
 CG0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0873+STABILITY: SURFACE MOTION
 CG0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0873+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2002
 CG0873
 CG0873  HISTORY     - Date     Condition        Report By
 CG0873  HISTORY     - 1977     MONUMENTED       AZDT
 CG0873  HISTORY     - 1980     GOOD             NGS
 CG0873  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0873  HISTORY     - 20020513 GOOD             INDIV
 CG0873
 CG0873                          STATION DESCRIPTION
 CG0873
 CG0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0873'4.9 KM NORTH FROM TUMACACORI.
 CG0873'4.9 KILOMETERS (3.05 MILES) NORTH ALONG THE EAST FRONTAGE ROAD
 CG0873'(FORMER US HIGHWAY 89) FROM THE OLD MISSION AT TUMACACORI, 0.1
 CG0873'KILOMETER (0.05 MILE) SOUTH OF THE JUNCTION OF A ROAD LEADING TO TUBAC
 CG0873'11.6 METERS (38.0 FEET) NORTH OF THE SOUTH END OF A HEADWALL FOR
 CG0873'A 6 CHANNEL BOX CULVERT UNDER THE EAST FRONTAGE ROAD, 5.8 METERS
 CG0873'(18.9 FEET) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CG0873'THE MARK IS .3 M BELOW THE ROAD.
 CG0873
 CG0873                          STATION RECOVERY (1998)
 CG0873
 CG0873'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0873'MARK NOT FOUND.
 CG0873
 CG0873                          STATION RECOVERY (2002)
 CG0873
 CG0873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0873'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0383 ***********************************************************************
 CG0383  DESIGNATION -  3233.97
 CG0383  PID         -  CG0383
 CG0383  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0383  USGS QUAD   -  TUBAC (1981)
 CG0383
 CG0383                         *CURRENT SURVEY CONTROL
 CG0383  ___________________________________________________________________
 CG0383* NAD 83(1986)-  31 36 47.     (N)    111 03 05.     (W)     SCALED    
 CG0383* NAVD 88     -       986.50   (+/-2cm)    3236.5    (feet)  VERTCON   
 CG0383  ___________________________________________________________________
 CG0383  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0383  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0383
 CG0383.The horizontal coordinates were scaled from a topographic map and have
 CG0383.an estimated accuracy of +/- 6 seconds.
 CG0383
 CG0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0383.The vertical order pertains to the NGVD 29 superseded value.
 CG0383
 CG0383.The geoid height was determined by GEOID03.
 CG0383
 CG0383;                    North         East    Units  Estimated Accuracy
 CG0383;SPC AZ C     -    68,290.      295,460.      MT  (+/- 180 meters Scaled)
 CG0383
 CG0383                          SUPERSEDED SURVEY CONTROL
 CG0383
 CG0383  NGVD 29 (??/??/92)  985.678  (m)         3233.85   (f) ADJ UNCH    1 2
 CG0383
 CG0383.Superseded values are not recommended for survey control.
 CG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0383.See file dsdata.txt to determine how the superseded data were derived.
 CG0383
 CG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV951975(NAD 83)
 CG0383_MARKER: DD = SURVEY DISK
 CG0383_SETTING: 0 = UNSPECIFIED SETTING
 CG0383_STAMPING: 3233.97 52 1161+13.73
 CG0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0383
 CG0383  HISTORY     - Date     Condition        Report By
 CG0383  HISTORY     - UNK      MONUMENTED       AZHD
 CG0383  HISTORY     - 1954     GOOD             NGS
 CG0383  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0383
 CG0383                          STATION DESCRIPTION
 CG0383
 CG0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0383'0.3 MI W FROM TUBAC.
 CG0383'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT TUBAC, AT THE T
 CG0383'JUNCTION OF U.S. HIGHWAY 89, AT A CATTLE GUARD, IN THE TOP OF THE
 CG0383'NORTH HEAD WALL, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12
 CG0383'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET HIGHER
 CG0383'THAN THE ROAD, 0.8 FOOT SOUTH OF THE SOUTH END OF AN IRON GATE.
 CG0383
 CG0383                          STATION RECOVERY (1979)
 CG0383
 CG0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0314 ***********************************************************************
 DU0314  DESIGNATION -  3235
 DU0314  PID         -  DU0314
 DU0314  STATE/COUNTY-  AZ/GILA
 DU0314  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0314
 DU0314                         *CURRENT SURVEY CONTROL
 DU0314  ___________________________________________________________________
 DU0314* NAD 83(1986)-  33 34 16.     (N)    110 57 04.     (W)     SCALED    
 DU0314* NAVD 88     -       986.345  (meters)    3236.03   (feet)  ADJUSTED  
 DU0314  ___________________________________________________________________
 DU0314  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DU0314  DYNAMIC HT  -         985.031 (meters)    3231.72  (feet)  COMP
 DU0314  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 DU0314
 DU0314  VERT ORDER  -  FIRST     CLASS II
 DU0314
 DU0314.The horizontal coordinates were scaled from a topographic map and have
 DU0314.an estimated accuracy of +/- 6 seconds.
 DU0314
 DU0314.The orthometric height was determined by differential leveling
 DU0314.and adjusted in June 1991.
 DU0314
 DU0314.The geoid height was determined by GEOID03.
 DU0314
 DU0314.The dynamic height is computed by dividing the NAVD 88
 DU0314.geopotential number by the normal gravity value computed on the
 DU0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0314.degrees latitude (g = 980.6199 gals.).
 DU0314
 DU0314.The modeled gravity was interpolated from observed gravity values.
 DU0314
 DU0314;                    North         East    Units  Estimated Accuracy
 DU0314;SPC AZ E     -   285,360.      140,530.      MT  (+/- 180 meters Scaled)
 DU0314
 DU0314                          SUPERSEDED SURVEY CONTROL
 DU0314
 DU0314  NGVD 29 (??/??/92)  985.73   (m)         3234.0    (f) COMPUTED    1 2
 DU0314
 DU0314.Superseded values are not recommended for survey control.
 DU0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0314.See file dsdata.txt to determine how the superseded data were derived.
 DU0314
 DU0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC045146(NAD 83)
 DU0314_MARKER: P = PIPE CAP
 DU0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0314_STAMPING: 3234.029
 DU0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0314
 DU0314  HISTORY     - Date     Condition        Report By
 DU0314  HISTORY     - UNK      MONUMENTED       USGS
 DU0314  HISTORY     - 1933     GOOD             NGS
 DU0314  HISTORY     - 1934     GOOD             NGS
 DU0314  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0314  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0314
 DU0314                          STATION DESCRIPTION
 DU0314
 DU0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0314'14.1 MI SE FROM ROOSEVELT.
 DU0314'14.1 MILES SOUTHEAST ALONG THE APACHE TRAIL HIGHWAY FROM THE POST
 DU0314'OFFICE AT ROOSEVELT, GILA COUNTY, 2.0 MILES NORTHWEST OF A SUMMIT, 0.1
 DU0314'MILE NORTHWEST OF AN OBSERVATION TURNOUT, ON A SMALL BRIDGE, AND 48
 DU0314'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 DU0314'GEOLOGICAL SURVEY STANDARD CAP, AND RIVETED ON THE TOP OF A 3-1/2-INCH
 DU0314'IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 DU0314
 DU0314                          STATION RECOVERY (1934)
 DU0314
 DU0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0314'RECOVERED IN GOOD CONDITION.
 DU0314
 DU0314                          STATION RECOVERY (1979)
 DU0314
 DU0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0314'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0314
 DU0314                          STATION RECOVERY (2005)
 DU0314
 DU0314'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0800 ***********************************************************************
 CG0800  DESIGNATION -  3239.6
 CG0800  PID         -  CG0800
 CG0800  STATE/COUNTY-  AZ/PIMA
 CG0800  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0800
 CG0800                         *CURRENT SURVEY CONTROL
 CG0800  ___________________________________________________________________
 CG0800* NAD 83(1986)-  31 49 33.     (N)    111 38 22.     (W)     SCALED    
 CG0800* NAVD 88     -       988.03   (+/-2cm)    3241.6    (feet)  VERTCON   
 CG0800  ___________________________________________________________________
 CG0800  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CG0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0800
 CG0800.The horizontal coordinates were scaled from a topographic map and have
 CG0800.an estimated accuracy of +/- 6 seconds.
 CG0800
 CG0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0800.The vertical order pertains to the NGVD 29 superseded value.
 CG0800
 CG0800.The geoid height was determined by GEOID03.
 CG0800
 CG0800;                    North         East    Units  Estimated Accuracy
 CG0800;SPC AZ C     -    91,590.      239,600.      MT  (+/- 180 meters Scaled)
 CG0800
 CG0800                          SUPERSEDED SURVEY CONTROL
 CG0800
 CG0800  NGVD 29 (??/??/92)  987.244  (m)         3238.98   (f) ADJ UNCH    2 0
 CG0800
 CG0800.Superseded values are not recommended for survey control.
 CG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0800.See file dsdata.txt to determine how the superseded data were derived.
 CG0800
 CG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394213(NAD 83)
 CG0800_MARKER: Q = CHISELED SQUARE
 CG0800_SETTING: 80 = SET IN A BOULDER
 CG0800_SP_SET: BOULDER
 CG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0800+STABILITY: SURFACE MOTION
 CG0800
 CG0800  HISTORY     - Date     Condition        Report By
 CG0800  HISTORY     - UNK      MONUMENTED       USGS
 CG0800  HISTORY     - 1952     GOOD             NGS
 CG0800
 CG0800                          STATION DESCRIPTION
 CG0800
 CG0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0800'12.7 MI E FROM TOPAWA MISSION.
 CG0800'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0800'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0800'ROAD, 1.0 MILE EAST ALONG THE FRESNAL CANYON ROAD, 1.0 MILE EAST OF
 CG0800'B.M. ZZ 112, 0.45 MILE EAST OF A WINDMILL AND WATER TANK, 0.1 MILE
 CG0800'NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, CUT IN
 CG0800'THE TOP OF A WHITE BOULDER, 395 FEET SOUTHEAST OF THE CENTER OF A WASH
 CG0800'WITH CONCRETE RETAINING WALLS, 53.8 FEET NORTH OF B.M. A 307, 19 FEET
 CG0800'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 FOOT HIGHER THAN
 CG0800'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0729 ***********************************************************************
 DA0729  DESIGNATION -  3240+07
 DA0729  PID         -  DA0729
 DA0729  STATE/COUNTY-  AZ/MARICOPA
 DA0729  USGS QUAD   -  AZTEC SE (1982)
 DA0729
 DA0729                         *CURRENT SURVEY CONTROL
 DA0729  ___________________________________________________________________
 DA0729* NAD 83(1986)-  32 50 33.     (N)    113 18 08.     (W)     SCALED    
 DA0729* NAVD 88     -       168.76   (+/-2cm)     553.7    (feet)  VERTCON   
 DA0729  ___________________________________________________________________
 DA0729  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA0729  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0729
 DA0729.The horizontal coordinates were scaled from a topographic map and have
 DA0729.an estimated accuracy of +/- 6 seconds.
 DA0729
 DA0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0729.The vertical order pertains to the NGVD 29 superseded value.
 DA0729
 DA0729.The geoid height was determined by GEOID03.
 DA0729
 DA0729;                    North         East    Units  Estimated Accuracy
 DA0729;SPC AZ C     -   205,140.       83,650.      MT  (+/- 180 meters Scaled)
 DA0729
 DA0729                          SUPERSEDED SURVEY CONTROL
 DA0729
 DA0729  NGVD 29 (??/??/92)  168.174  (m)          551.75   (f) ADJ UNCH    1 2
 DA0729
 DA0729.Superseded values are not recommended for survey control.
 DA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0729.See file dsdata.txt to determine how the superseded data were derived.
 DA0729
 DA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB845361(NAD 83)
 DA0729_MARKER: DD = SURVEY DISK
 DA0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0729_SP_SET: BRIDGE
 DA0729_STAMPING: ELEV. 551.62 STA. 3240+07 1949
 DA0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0729
 DA0729  HISTORY     - Date     Condition        Report By
 DA0729  HISTORY     - 1949     MONUMENTED       AZHD
 DA0729  HISTORY     - 1949     GOOD             NGS
 DA0729  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0729  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0729
 DA0729                          STATION DESCRIPTION
 DA0729
 DA0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DA0729'5.5 MI W FROM SENTINEL.
 DA0729'5.5 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0729'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN TOP OF THE SOUTH
 DA0729'RAIL OF A HIGHWAY BRIDGE, 9 FEET EAST OF THE WEST END OF THE BRIDGE
 DA0729'RAIL, 8.8 FEET WEST OF THE EAST END OF THE BRIDGE RAIL, 22 FEET SOUTH
 DA0729'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0729'IN THE TOP OF THE SOUTH RAIL.
 DA0729
 DA0729                          STATION RECOVERY (1980)
 DA0729
 DA0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0729'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0729'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0729
 DA0729                          STATION RECOVERY (1980)
 DA0729
 DA0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0729'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0729'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1262 ***********************************************************************
 DU1262  DESIGNATION -  3244.57
 DU1262  PID         -  DU1262
 DU1262  STATE/COUNTY-  AZ/GILA
 DU1262  USGS QUAD   -  GLOBE (1982)
 DU1262
 DU1262                         *CURRENT SURVEY CONTROL
 DU1262  ___________________________________________________________________
 DU1262* NAD 83(1986)-  33 26 47.     (N)    110 50 01.     (W)     SCALED    
 DU1262* NAVD 88     -       989.537  (meters)    3246.51   (feet)  ADJUSTED  
 DU1262  ___________________________________________________________________
 DU1262  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1262  DYNAMIC HT  -         988.210 (meters)    3242.15  (feet)  COMP
 DU1262  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 DU1262
 DU1262  VERT ORDER  -  FIRST     CLASS II
 DU1262
 DU1262.The horizontal coordinates were scaled from a topographic map and have
 DU1262.an estimated accuracy of +/- 6 seconds.
 DU1262
 DU1262.The orthometric height was determined by differential leveling
 DU1262.and adjusted in June 1991.
 DU1262
 DU1262.The geoid height was determined by GEOID03.
 DU1262
 DU1262.The dynamic height is computed by dividing the NAVD 88
 DU1262.geopotential number by the normal gravity value computed on the
 DU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1262.degrees latitude (g = 980.6199 gals.).
 DU1262
 DU1262.The modeled gravity was interpolated from observed gravity values.
 DU1262
 DU1262;                    North         East    Units  Estimated Accuracy
 DU1262;SPC AZ E     -   271,450.      151,350.      MT  (+/- 180 meters Scaled)
 DU1262
 DU1262                          SUPERSEDED SURVEY CONTROL
 DU1262
 DU1262.No superseded survey control is available for this station.
 DU1262
 DU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC154007(NAD 83)
 DU1262_MARKER: DB = BENCH MARK DISK
 DU1262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1262_SP_SET: BRIDGE ABUTMENT
 DU1262_STAMPING: 3244.57 1975
 DU1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1262
 DU1262  HISTORY     - Date     Condition        Report By
 DU1262  HISTORY     - 1975     MONUMENTED       AZDT
 DU1262  HISTORY     - 1979     GOOD             NGS
 DU1262  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1262  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU1262
 DU1262                          STATION DESCRIPTION
 DU1262
 DU1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1262'4.7 MI NW FROM GLOBE.
 DU1262'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1262'COURTHOUSE IN GLOBE, THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY
 DU1262'88 (APACHE TRAIL), SET IN TOP OF THE SOUTHWEST CONCRETE BRIDGE
 DU1262'ABUTMENT, 22.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1262'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 DU1262
 DU1262                          STATION RECOVERY (2005)
 DU1262
 DU1262'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1262'MARK NOT FOUND.
 DU1262
 DU1262                          STATION RECOVERY (2006)
 DU1262
 DU1262'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1262'THE HIGHWAY HAS BEEN WIDENED IN 2005, AND THE SOUTHWEST BRIDGE
 DU1262'ABUTMENT WAS REBUILT AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0592 ***********************************************************************
 CG0592  DESIGNATION -  3245.12
 CG0592  PID         -  CG0592
 CG0592  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0592  USGS QUAD   -  TUBAC (1981)
 CG0592
 CG0592                         *CURRENT SURVEY CONTROL
 CG0592  ___________________________________________________________________
 CG0592* NAD 83(1986)-  31 35 25.     (N)    111 03 11.     (W)     SCALED    
 CG0592* NAVD 88     -       989.894  (meters)    3247.68   (feet)  ADJUSTED  
 CG0592  ___________________________________________________________________
 CG0592  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0592  DYNAMIC HT  -         988.405 (meters)    3242.79  (feet)  COMP
 CG0592  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0592
 CG0592  VERT ORDER  -  FIRST     CLASS II
 CG0592
 CG0592.The horizontal coordinates were scaled from a topographic map and have
 CG0592.an estimated accuracy of +/- 6 seconds.
 CG0592
 CG0592.The orthometric height was determined by differential leveling
 CG0592.and adjusted in June 1991.
 CG0592
 CG0592.The geoid height was determined by GEOID03.
 CG0592
 CG0592.The dynamic height is computed by dividing the NAVD 88
 CG0592.geopotential number by the normal gravity value computed on the
 CG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0592.degrees latitude (g = 980.6199 gals.).
 CG0592
 CG0592.The modeled gravity was interpolated from observed gravity values.
 CG0592
 CG0592;                    North         East    Units  Estimated Accuracy
 CG0592;SPC AZ C     -    65,760.      295,320.      MT  (+/- 180 meters Scaled)
 CG0592
 CG0592                          SUPERSEDED SURVEY CONTROL
 CG0592
 CG0592  NGVD 29 (??/??/92)  989.060  (m)         3244.94   (f) ADJ UNCH    1 2
 CG0592
 CG0592.Superseded values are not recommended for survey control.
 CG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0592.See file dsdata.txt to determine how the superseded data were derived.
 CG0592
 CG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV949950(NAD 83)
 CG0592_MARKER: DD = SURVEY DISK
 CG0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0592_SP_SET: BRIDGE
 CG0592_STAMPING: 3245.12 1083+04.76 1952
 CG0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0592
 CG0592  HISTORY     - Date     Condition        Report By
 CG0592  HISTORY     - 1952     MONUMENTED       AZHD
 CG0592  HISTORY     - 1959     GOOD             NGS
 CG0592  HISTORY     - 1980     GOOD             NGS
 CG0592  HISTORY     - 19981006 GOOD             USPSQD
 CG0592  HISTORY     - 20020513 GOOD             INDIV
 CG0592
 CG0592                          STATION DESCRIPTION
 CG0592
 CG0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0592'1.4 MI N FROM TUMACACORI.
 CG0592'1.45 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0592'TUMACACORI, 0.2 MILE NORTH OF THE CARMAN GENERAL STORE, 23 FEET WEST
 CG0592'OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE WEST
 CG0592'HEADWALL OF A 10 FOOT CONCRETE BRIDGE.
 CG0592
 CG0592                          STATION RECOVERY (1980)
 CG0592
 CG0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0592'2.4 KILOMETERS (1.5 MILES) NORTH ALONG FORMER U. S. HIGHWAY 89 FROM
 CG0592'THE OLD MISSION IN TUMACACORI, 0.3 KILOMETER (0.2 MILE) NORTH OF THE
 CG0592'CARMAN GENERAL STORE, IN TOP AND THE CENTER OF THE WEST HEADWALL OF
 CG0592'A BOX CULVERT, 7.0 METERS (23 FEET) WEST OF THE CENTERLINE OF THE
 CG0592'HIGHWAY.
 CG0592'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 CG0592
 CG0592                          STATION RECOVERY (1998)
 CG0592
 CG0592'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0592'RECOVERED IN GOOD CONDITION.
 CG0592
 CG0592                          STATION RECOVERY (2002)
 CG0592
 CG0592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0592'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0730 ***********************************************************************
 DA0730  DESIGNATION -  3251+15
 DA0730  PID         -  DA0730
 DA0730  STATE/COUNTY-  AZ/MARICOPA
 DA0730  USGS QUAD   -  AZTEC SE (1982)
 DA0730
 DA0730                         *CURRENT SURVEY CONTROL
 DA0730  ___________________________________________________________________
 DA0730* NAD 83(1986)-  32 50 35.     (N)    113 17 55.     (W)     SCALED    
 DA0730* NAVD 88     -       169.67   (+/-2cm)     556.7    (feet)  VERTCON   
 DA0730  ___________________________________________________________________
 DA0730  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DA0730  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0730
 DA0730.The horizontal coordinates were scaled from a topographic map and have
 DA0730.an estimated accuracy of +/- 6 seconds.
 DA0730
 DA0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0730.The vertical order pertains to the NGVD 29 superseded value.
 DA0730
 DA0730.The geoid height was determined by GEOID03.
 DA0730
 DA0730;                    North         East    Units  Estimated Accuracy
 DA0730;SPC AZ C     -   205,190.       83,990.      MT  (+/- 180 meters Scaled)
 DA0730
 DA0730                          SUPERSEDED SURVEY CONTROL
 DA0730
 DA0730  NGVD 29 (??/??/92)  169.086  (m)          554.74   (f) ADJ UNCH    1 2
 DA0730
 DA0730.Superseded values are not recommended for survey control.
 DA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0730.See file dsdata.txt to determine how the superseded data were derived.
 DA0730
 DA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB848362(NAD 83)
 DA0730_MARKER: DD = SURVEY DISK
 DA0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0730_SP_SET: BRIDGE
 DA0730_STAMPING: ELEV. 554.57 STA. 3251+15 1949
 DA0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0730
 DA0730  HISTORY     - Date     Condition        Report By
 DA0730  HISTORY     - 1949     MONUMENTED       AZHD
 DA0730  HISTORY     - 1952     GOOD             NGS
 DA0730  HISTORY     - 1960     GOOD             NGS
 DA0730  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0730  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0730
 DA0730                          STATION DESCRIPTION
 DA0730
 DA0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0730'5.3 MI W FROM SENTINEL.
 DA0730'5.3 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0730'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, SET IN THE SOUTH RAIL
 DA0730'OF THE HIGHWAY BRIDGE OVER A WASH, 6.2 FEET EAST OF THE WEST END OF
 DA0730'THE BRIDGE RAIL, 9.1 FEET WEST OF THE EAST END OF THE BRIDGE RAIL,
 DA0730'23.3 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80.
 DA0730
 DA0730                          STATION RECOVERY (1960)
 DA0730
 DA0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0730'RECOVERED IN GOOD CONDITION.
 DA0730
 DA0730                          STATION RECOVERY (1980)
 DA0730
 DA0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0730'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0730'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0730
 DA0730                          STATION RECOVERY (1980)
 DA0730
 DA0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0730'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0730'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0674 ***********************************************************************
 CG0674  DESIGNATION -  3254.4
 CG0674  PID         -  CG0674
 CG0674  STATE/COUNTY-  AZ/PIMA
 CG0674  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0674
 CG0674                         *CURRENT SURVEY CONTROL
 CG0674  ___________________________________________________________________
 CG0674* NAD 83(1986)-  31 44 31.     (N)    111 39 38.     (W)     SCALED    
 CG0674* NAVD 88     -       992.55   (+/-2cm)    3256.4    (feet)  VERTCON   
 CG0674  ___________________________________________________________________
 CG0674  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0674
 CG0674.The horizontal coordinates were scaled from a topographic map and have
 CG0674.an estimated accuracy of +/- 6 seconds.
 CG0674
 CG0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0674.The vertical order pertains to the NGVD 29 superseded value.
 CG0674
 CG0674.The geoid height was determined by GEOID03.
 CG0674
 CG0674;                    North         East    Units  Estimated Accuracy
 CG0674;SPC AZ C     -    82,280.      237,630.      MT  (+/- 180 meters Scaled)
 CG0674
 CG0674                          SUPERSEDED SURVEY CONTROL
 CG0674
 CG0674  NGVD 29 (??/??/92)  991.764  (m)         3253.81   (f) ADJ UNCH    2 0
 CG0674
 CG0674.Superseded values are not recommended for survey control.
 CG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0674.See file dsdata.txt to determine how the superseded data were derived.
 CG0674
 CG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA374120(NAD 83)
 CG0674_MARKER: Q = CHISELED SQUARE
 CG0674_SETTING: 66 = SET IN ROCK OUTCROP
 CG0674_SP_SET: GRANITE OUTCROP
 CG0674_STAMPING: 3254.4
 CG0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0674+STABILITY: POSITION/ELEVATION WELL
 CG0674
 CG0674  HISTORY     - Date     Condition        Report By
 CG0674  HISTORY     - UNK      MONUMENTED       USGS
 CG0674  HISTORY     - 1952     GOOD             NGS
 CG0674  HISTORY     - 1977     GOOD             USGS
 CG0674
 CG0674                          STATION DESCRIPTION
 CG0674
 CG0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0674'14.05 MI SE FROM TOPAWA.
 CG0674'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0674'TOPAWA, THENCE 5.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0674'KEEP TO THE LEFT OF A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0674'LEADING SOUTH TO BEAR WELLS, A CHISELED SQUARE CUT IN THE TOP OF A
 CG0674'GRANITE OUTCROP, 397 1/2 FEET SOUTHWEST OF THE CENTER OF A LARGE WASH,
 CG0674'50.9 FEET NORTHEAST OF B.M. J 306, 20 FEET SOUTHEAST OF THE CENTER
 CG0674'LINE OF THE ROAD, 5.7 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT
 CG0674'HIGHER THAN THE ROAD, A METAL TAG ON A STAKE STAMPED 3254.4.
 CG0674
 CG0674                          STATION RECOVERY (1977)
 CG0674
 CG0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0674'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0674'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0732 ***********************************************************************
 DA0732  DESIGNATION -  3265+25
 DA0732  PID         -  DA0732
 DA0732  STATE/COUNTY-  AZ/MARICOPA
 DA0732  USGS QUAD   -  AZTEC SE (1982)
 DA0732
 DA0732                         *CURRENT SURVEY CONTROL
 DA0732  ___________________________________________________________________
 DA0732* NAD 83(1986)-  32 50 37.     (N)    113 17 39.     (W)     SCALED    
 DA0732* NAVD 88     -       171.48   (+/-2cm)     562.6    (feet)  VERTCON   
 DA0732  ___________________________________________________________________
 DA0732  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DA0732  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0732
 DA0732.The horizontal coordinates were scaled from a topographic map and have
 DA0732.an estimated accuracy of +/- 6 seconds.
 DA0732
 DA0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0732.The vertical order pertains to the NGVD 29 superseded value.
 DA0732
 DA0732.The geoid height was determined by GEOID03.
 DA0732
 DA0732;                    North         East    Units  Estimated Accuracy
 DA0732;SPC AZ C     -   205,250.       84,410.      MT  (+/- 180 meters Scaled)
 DA0732
 DA0732                          SUPERSEDED SURVEY CONTROL
 DA0732
 DA0732  NGVD 29 (??/??/92)  170.894  (m)          560.67   (f) ADJ UNCH    1 2
 DA0732
 DA0732.Superseded values are not recommended for survey control.
 DA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0732.See file dsdata.txt to determine how the superseded data were derived.
 DA0732
 DA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB852362(NAD 83)
 DA0732_MARKER: DD = SURVEY DISK
 DA0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0732_SP_SET: BRIDGE
 DA0732_STAMPING: ELEV. 560.52 STA. 3265+25 1949
 DA0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0732
 DA0732  HISTORY     - Date     Condition        Report By
 DA0732  HISTORY     - 1949     MONUMENTED       AZHD
 DA0732  HISTORY     - 1952     GOOD             NGS
 DA0732  HISTORY     - 1960     GOOD             NGS
 DA0732  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0732  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0732
 DA0732                          STATION DESCRIPTION
 DA0732
 DA0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0732'5.0 MI W FROM SENTINEL.
 DA0732'5.0 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0732'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH RAIL OF
 DA0732'A HIGHWAY BRIDGE OVER A WASH, 9.5 FEET WEST OF THE EAST END OF THE
 DA0732'BRIDGE RAIL, 8.9 FEET EAST OF THE WEST END OF THE BRIDGE RAIL, 22.8
 DA0732'FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, AND LEVEL
 DA0732'WITH THE ROAD.
 DA0732
 DA0732                          STATION RECOVERY (1960)
 DA0732
 DA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0732'RECOVERED IN GOOD CONDITION.
 DA0732
 DA0732                          STATION RECOVERY (1980)
 DA0732
 DA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0732'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0732'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0732
 DA0732                          STATION RECOVERY (1980)
 DA0732
 DA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0732'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0732'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0733 ***********************************************************************
 DA0733  DESIGNATION -  3277+50
 DA0733  PID         -  DA0733
 DA0733  STATE/COUNTY-  AZ/MARICOPA
 DA0733  USGS QUAD   -  AZTEC SE (1982)
 DA0733
 DA0733                         *CURRENT SURVEY CONTROL
 DA0733  ___________________________________________________________________
 DA0733* NAD 83(1986)-  32 50 37.     (N)    113 17 24.     (W)     SCALED    
 DA0733* NAVD 88     -       172.72   (+/-2cm)     566.7    (feet)  VERTCON   
 DA0733  ___________________________________________________________________
 DA0733  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DA0733  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0733
 DA0733.The horizontal coordinates were scaled from a topographic map and have
 DA0733.an estimated accuracy of +/- 6 seconds.
 DA0733
 DA0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0733.The vertical order pertains to the NGVD 29 superseded value.
 DA0733
 DA0733.The geoid height was determined by GEOID03.
 DA0733
 DA0733;                    North         East    Units  Estimated Accuracy
 DA0733;SPC AZ C     -   205,250.       84,800.      MT  (+/- 180 meters Scaled)
 DA0733
 DA0733                          SUPERSEDED SURVEY CONTROL
 DA0733
 DA0733  NGVD 29 (??/??/92)  172.128  (m)          564.72   (f) ADJ UNCH    1 2
 DA0733
 DA0733.Superseded values are not recommended for survey control.
 DA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0733.See file dsdata.txt to determine how the superseded data were derived.
 DA0733
 DA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB856362(NAD 83)
 DA0733_MARKER: DD = SURVEY DISK
 DA0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0733_SP_SET: BRIDGE
 DA0733_STAMPING: ELEV. 564.58 STA. 3277+50 1949
 DA0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0733
 DA0733  HISTORY     - Date     Condition        Report By
 DA0733  HISTORY     - 1949     MONUMENTED       AZHD
 DA0733  HISTORY     - 1952     GOOD             NGS
 DA0733  HISTORY     - 1960     GOOD             NGS
 DA0733  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0733  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0733
 DA0733                          STATION DESCRIPTION
 DA0733
 DA0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0733'4.8 MI W FROM SENTINEL.
 DA0733'4.8 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0733'PACIFIC COMPANY RAILROAD WATER TANK AT SENTINEL, IN TOP OF THE SOUTH
 DA0733'RAIL OF A HIGHWAY BRIDGE OVER A WASH, 10.3 FEET WEST OF THE EAST END
 DA0733'OF A BRIDGE RAIL, 10.6 FEET EAST OF THE WEST END OF THE BRIDGE RAIL,
 DA0733'22.9 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, AND
 DA0733'ABOUT LEVEL WITH THE ROAD.
 DA0733
 DA0733                          STATION RECOVERY (1960)
 DA0733
 DA0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0733'RECOVERED IN GOOD CONDITION.
 DA0733
 DA0733                          STATION RECOVERY (1980)
 DA0733
 DA0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0733'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN AREA
 DA0733'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0733
 DA0733                          STATION RECOVERY (1980)
 DA0733
 DA0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0733'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN AREA
 DA0733'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0594 ***********************************************************************
 CG0594  DESIGNATION -  3278.24
 CG0594  PID         -  CG0594
 CG0594  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0594  USGS QUAD   -  TUBAC (1981)
 CG0594
 CG0594                         *CURRENT SURVEY CONTROL
 CG0594  ___________________________________________________________________
 CG0594* NAD 83(1986)-  31 33 39.     (N)    111 02 58.     (W)     SCALED    
 CG0594* NAVD 88     -       999.961  (meters)    3280.71   (feet)  ADJUSTED  
 CG0594  ___________________________________________________________________
 CG0594  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0594  DYNAMIC HT  -         998.449 (meters)    3275.74  (feet)  COMP
 CG0594  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 CG0594
 CG0594  VERT ORDER  -  FIRST     CLASS II
 CG0594
 CG0594.The horizontal coordinates were scaled from a topographic map and have
 CG0594.an estimated accuracy of +/- 6 seconds.
 CG0594
 CG0594.The orthometric height was determined by differential leveling
 CG0594.and adjusted in June 1991.
 CG0594
 CG0594.The geoid height was determined by GEOID03.
 CG0594
 CG0594.The dynamic height is computed by dividing the NAVD 88
 CG0594.geopotential number by the normal gravity value computed on the
 CG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0594.degrees latitude (g = 980.6199 gals.).
 CG0594
 CG0594.The modeled gravity was interpolated from observed gravity values.
 CG0594
 CG0594;                    North         East    Units  Estimated Accuracy
 CG0594;SPC AZ C     -    62,500.      295,690.      MT  (+/- 180 meters Scaled)
 CG0594
 CG0594                          SUPERSEDED SURVEY CONTROL
 CG0594
 CG0594  NGVD 29 (??/??/92)  999.114  (m)         3277.93   (f) ADJ UNCH    1 2
 CG0594
 CG0594.Superseded values are not recommended for survey control.
 CG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0594.See file dsdata.txt to determine how the superseded data were derived.
 CG0594
 CG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV953917(NAD 83)
 CG0594_MARKER: DD = SURVEY DISK
 CG0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0594_SP_SET: CULVERT
 CG0594_STAMPING: 3278.24 974+74.08 1952
 CG0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0594
 CG0594  HISTORY     - Date     Condition        Report By
 CG0594  HISTORY     - 1952     MONUMENTED       AZHD
 CG0594  HISTORY     - 1959     GOOD             NGS
 CG0594  HISTORY     - 1979     GOOD             USGS
 CG0594  HISTORY     - 1980     GOOD             NGS
 CG0594  HISTORY     - 19981006 GOOD             USPSQD
 CG0594
 CG0594                          STATION DESCRIPTION
 CG0594
 CG0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0594'0.7 MI S FROM TUMACACORI.
 CG0594'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0594'RAILROAD TRACKS, THENCE 17 MILES NORTH ALONG U.S. HIGHWAY 89, ABOUT
 CG0594'0.8 MILE SOUTH OF THE POST OFFICE AT TUMACACORI, 31 FEET WEST OF THE
 CG0594'CENTER OF THE HIGHWAY, CEMENTED IN THE WEST HEADWALL OF A 5 FOOT
 CG0594'CONCRETE CULVERT.
 CG0594
 CG0594                          STATION RECOVERY (1979)
 CG0594
 CG0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0594'GO SOUTH ON OLD HIGHWAY 89 0.8 MILES TO CONCRETE CULVERT. BENCH MARK
 CG0594'IS 31 FEET WEST OF CENTERLINE OF OLD HIGHWAY, TABLET IS CEMENTED IN
 CG0594'CENTER OF WEST HEADWALL OF CULVERT.
 CG0594
 CG0594                          STATION RECOVERY (1980)
 CG0594
 CG0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0594'0.9 KILOMETER (0.55 MILE) SOUTH ALONG THE EAST FRONTAGE ROAD (FORMER
 CG0594'U. S. HIGHWAY 89) FROM THE OLD MISSION AT TUMACACORI, 0.1 KILOMETER
 CG0594'(0.05 MILE) SOUTH OF THE JUNCTION OF SANTA GERTRUDIS LANE, IN TOP AND
 CG0594'THE CENTER OF THE WEST HEADWALL OF A SMALL BOX CULVERT, 9.4 METERS
 CG0594'(31 FEET) WEST OF THE CENTERLINE OF THE ROAD.
 CG0594'THE MARK IS 1.5 M BELOW THE ROAD.
 CG0594
 CG0594                          STATION RECOVERY (1998)
 CG0594
 CG0594'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0465 ***********************************************************************
 ES0465  DESIGNATION -  3279
 ES0465  PID         -  ES0465
 ES0465  STATE/COUNTY-  AZ/YAVAPAI
 ES0465  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0465
 ES0465                         *CURRENT SURVEY CONTROL
 ES0465  ___________________________________________________________________
 ES0465* NAD 83(1986)-  34 37 12.     (N)    111 55 03.     (W)     SCALED    
 ES0465* NAVD 88     -      1000.564  (meters)    3282.68   (feet)  ADJUSTED  
 ES0465  ___________________________________________________________________
 ES0465  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0465  DYNAMIC HT  -         999.304 (meters)    3278.55  (feet)  COMP
 ES0465  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 ES0465
 ES0465  VERT ORDER  -  FIRST     CLASS II
 ES0465
 ES0465.The horizontal coordinates were scaled from a topographic map and have
 ES0465.an estimated accuracy of +/- 6 seconds.
 ES0465
 ES0465.The orthometric height was determined by differential leveling
 ES0465.and adjusted in June 1991.
 ES0465
 ES0465.The geoid height was determined by GEOID03.
 ES0465
 ES0465.The dynamic height is computed by dividing the NAVD 88
 ES0465.geopotential number by the normal gravity value computed on the
 ES0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0465.degrees latitude (g = 980.6199 gals.).
 ES0465
 ES0465.The modeled gravity was interpolated from observed gravity values.
 ES0465
 ES0465;                    North         East    Units  Estimated Accuracy
 ES0465;SPC AZ C     -   401,420.      213,280.      MT  (+/- 180 meters Scaled)
 ES0465
 ES0465                          SUPERSEDED SURVEY CONTROL
 ES0465
 ES0465  NGVD 29 (??/??/92)  999.847  (m)         3280.33   (f) ADJ UNCH    1 2
 ES0465
 ES0465.Superseded values are not recommended for survey control.
 ES0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0465.See file dsdata.txt to determine how the superseded data were derived.
 ES0465
 ES0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD158312(NAD 83)
 ES0465_MARKER: Q = CHISELED SQUARE
 ES0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0465_SP_SET: CULVERT
 ES0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0465
 ES0465  HISTORY     - Date     Condition        Report By
 ES0465  HISTORY     - UNK      MONUMENTED       USGS
 ES0465  HISTORY     - 1933     GOOD             NGS
 ES0465  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 ES0465
 ES0465                          STATION DESCRIPTION
 ES0465
 ES0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0465'6.1 MI NW FROM CAMP VERDE.
 ES0465'AT SIDE OF HIGHWAY, 0.1 MILES NORTH OF OLD AULTMAN STORE, ON TOP OF
 ES0465'NORTHEASTERLY CONCRETE HEADWALL OF HIGHWAY CULVERT, PAINTED BLACK
 ES0465'U.S.B.M. 3279.
 ES0465
 ES0465                          STATION RECOVERY (1998)
 ES0465
 ES0465'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1045 ***********************************************************************
 DA1045  DESIGNATION -  328
 DA1045  PID         -  DA1045
 DA1045  STATE/COUNTY-  AZ/YUMA
 DA1045  USGS QUAD   -  TACNA (1982)
 DA1045
 DA1045                         *CURRENT SURVEY CONTROL
 DA1045  ___________________________________________________________________
 DA1045* NAD 83(1986)-  32 42 13.     (N)    113 54 23.     (W)     SCALED    
 DA1045* NAVD 88     -       100.81   (+/-2cm)     330.7    (feet)  VERTCON   
 DA1045  ___________________________________________________________________
 DA1045  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA1045  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1045
 DA1045.The horizontal coordinates were scaled from a topographic map and have
 DA1045.an estimated accuracy of +/- 6 seconds.
 DA1045
 DA1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1045.The vertical order pertains to the NGVD 29 superseded value.
 DA1045
 DA1045.The geoid height was determined by GEOID03.
 DA1045
 DA1045;                    North         East    Units  Estimated Accuracy
 DA1045;SPC AZ W     -   188,900.      198,700.      MT  (+/- 180 meters Scaled)
 DA1045
 DA1045                          SUPERSEDED SURVEY CONTROL
 DA1045
 DA1045  NGVD 29 (??/??/92)  100.125  (m)          328.49   (f) ADJ UNCH    1 2
 DA1045
 DA1045.Superseded values are not recommended for survey control.
 DA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1045.See file dsdata.txt to determine how the superseded data were derived.
 DA1045
 DA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB275221(NAD 83)
 DA1045_MARKER: P = PIPE CAP
 DA1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1045
 DA1045  HISTORY     - Date     Condition        Report By
 DA1045  HISTORY     - UNK      MONUMENTED       USGS
 DA1045  HISTORY     - 1952     GOOD             NGS
 DA1045  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1045  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1045
 DA1045                          STATION DESCRIPTION
 DA1045
 DA1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1045'9.1 MI W FROM MOHAWK.
 DA1045'9.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1045'STATION AT MOHAWK, 0.1 MILE WEST OF THE SECTION HOUSE AT COLFRED, 228
 DA1045'FEET WEST OF THE WEST END OF RAILROAD BRIDGE NO. 783.66, 156.3 FEET
 DA1045'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44.3 FEET NORTH OF THE NORTH
 DA1045'RAIL, 6.9 FEET WEST OF A TELEPHONE POLE, 1.7 FEET EAST OF A WITNESS
 DA1045'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND ON THE TOP OF A 3 1/2
 DA1045'INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA1045
 DA1045                          STATION RECOVERY (1981)
 DA1045
 DA1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1045'SEARCHED FOR BUT NOT RECOVERED.
 DA1045
 DA1045                          STATION RECOVERY (1981)
 DA1045
 DA1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1045'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0503 ***********************************************************************
 CZ0503  DESIGNATION -  328+76.0
 CZ0503  PID         -  CZ0503
 CZ0503  STATE/COUNTY-  AZ/PIMA
 CZ0503  USGS QUAD   -  MARANA (1992)
 CZ0503
 CZ0503                         *CURRENT SURVEY CONTROL
 CZ0503  ___________________________________________________________________
 CZ0503* NAD 83(2007)-  32 26 24.82867(N)    111 11 05.23821(W)     NO CHECK  
 CZ0503* NAVD 88     -       614.187  (meters)    2015.05   (feet)  ADJUSTED  
 CZ0503  ___________________________________________________________________
 CZ0503  EPOCH DATE  -        2007.00
 CZ0503  X           -  -1,947,288.684 (meters)                     COMP
 CZ0503  Y           -  -5,024,366.019 (meters)                     COMP
 CZ0503  Z           -   3,402,044.843 (meters)                     COMP
 CZ0503  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 CZ0503  ELLIP HEIGHT-         584.765 (meters)          (02/10/07) NO CHECK
 CZ0503  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ0503  DYNAMIC HT  -         613.377 (meters)    2012.39  (feet)  COMP
 CZ0503
 CZ0503  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0503  Type    PID    Designation                      North   East  Ellip
 CZ0503  -------------------------------------------------------------------
 CZ0503  NETWORK CZ0503 328+76.0                          2.69   5.15   7.68
 CZ0503  -------------------------------------------------------------------
 CZ0503  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 CZ0503
 CZ0503  VERT ORDER  -  FIRST     CLASS II
 CZ0503
 CZ0503.The horizontal coordinates were established by GPS observations
 CZ0503.and adjusted by the National Geodetic Survey in February 2007.
 CZ0503
 CZ0503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0503.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0503.No horizontal observational check was made to the station.
 CZ0503.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0503.The epoch date for horizontal control is a decimal equivalence
 CZ0503.of Year/Month/Day.
 CZ0503
 CZ0503.The orthometric height was determined by differential leveling
 CZ0503.and adjusted in June 1991.
 CZ0503
 CZ0503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0503
 CZ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0503
 CZ0503.The ellipsoidal height was determined by GPS observations
 CZ0503.and is referenced to NAD 83.
 CZ0503
 CZ0503.The geoid height was determined by GEOID03.
 CZ0503
 CZ0503.The dynamic height is computed by dividing the NAVD 88
 CZ0503.geopotential number by the normal gravity value computed on the
 CZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0503.degrees latitude (g = 980.6199 gals.).
 CZ0503
 CZ0503.The modeled gravity was interpolated from observed gravity values.
 CZ0503
 CZ0503;                    North         East     Units Scale Factor Converg.
 CZ0503;SPC AZ C     -   159,915.345   282,178.921   MT  0.99995838   +0 23 33.4
 CZ0503;SPC AZ C     -   524,656.64    925,783.86   iFT  0.99995838   +0 23 33.4
 CZ0503;UTM  12      - 3,589,248.613   482,629.647   MT  0.99960372   -0 05 56.8
 CZ0503
 CZ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0503!SPC AZ C     -   0.99990819  x   0.99995838  =   0.99986658
 CZ0503!UTM  12      -   0.99990819  x   0.99960372  =   0.99951195
 CZ0503
 CZ0503                          SUPERSEDED SURVEY CONTROL
 CZ0503
 CZ0503  NAD 83(1992)-  32 26 24.82787(N)    111 11 05.23713(W) AD(2002.00) 1
 CZ0503  ELLIP H (10/18/04)  584.800  (m)                       GP(       ) 4 1
 CZ0503  NAVD 88 (10/18/04)  614.19   (m)         2015.1    (f) LEVELING    3  
 CZ0503  NGVD 29 (??/??/92)  613.602  (m)         2013.13   (f) ADJ UNCH    1 2
 CZ0503
 CZ0503.Superseded values are not recommended for survey control.
 CZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0503.See file dsdata.txt to determine how the superseded data were derived.
 CZ0503
 CZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8263089249(NAD 83)
 CZ0503_MARKER: DD = SURVEY DISK
 CZ0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0503_SP_SET: CULVERT
 CZ0503_STAMPING: 2013.37 328+76.0 1931
 CZ0503_MARK LOGO: AZHD  
 CZ0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0503+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0503
 CZ0503  HISTORY     - Date     Condition        Report By
 CZ0503  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0503  HISTORY     - 1951     GOOD             NGS
 CZ0503  HISTORY     - 1960     GOOD             NGS
 CZ0503  HISTORY     - 1980     GOOD             NGS
 CZ0503  HISTORY     - 20040301 GOOD             MSAM
 CZ0503  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0503
 CZ0503                          STATION DESCRIPTION
 CZ0503
 CZ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0503'1.9 MI SE FROM MARANA.
 CZ0503'1.9 MILES SOUTHEAST ALONG THE STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0503'RAILROAD FROM THE POST OFFICE AT MARANA, 1 1/2 POLES SOUTHEAST OF
 CZ0503'MILEPOLE 964, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0503'HEADWALL FOR A DOUBLE BOX TYPE CONCRETE CULVERT UNDER THE HIGHWAY,
 CZ0503'46.7 FEET NORTH OF TELEGRAPH POLE NUMBER H 8, 16 FEET NORTHEAST OF THE
 CZ0503'CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, 12.7
 CZ0503'FEET SOUTHEAST OF A 50 MILE SPEED LIMIT SIGN, AND ABOUT 1 FOOT HIGHER
 CZ0503'THAN THE HIGHWAY.
 CZ0503
 CZ0503                          STATION RECOVERY (1960)
 CZ0503
 CZ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0503'RECOVERED IN GOOD CONDITION.
 CZ0503
 CZ0503                          STATION RECOVERY (1980)
 CZ0503
 CZ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0503'32.0 KILOMETERS (19.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0503'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ0503'NORTHWEST OF THE CROSSING OF A DIRT ROAD, 1-1/2 TELEPHONE POLES
 CZ0503'SOUTHEAST OF RAILROAD MILE POST 964, SET IN THE TOP CENTER OF THE
 CZ0503'NORTHEAST HEADWALL FOR A DOUBLE CHANNEL CULVERT UNDER THE FRONTAGE
 CZ0503'ROAD, 34.4 METERS (113 FEET) SOUTHWEST OF THE SOUTHWEST RAIL,
 CZ0503'5.0 METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD AND
 CZ0503'2.1 METERS (6.9 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ0503'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0503
 CZ0503                          STATION RECOVERY (2004)
 CZ0503
 CZ0503'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ0503'RECOVERY NOTE MSAM 2004 (DJK)
 CZ0503' 
 CZ0503'RECOVERED AS DESCRIBED
 CZ0503
 CZ0503                          STATION RECOVERY (2006)
 CZ0503
 CZ0503'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0411 ***********************************************************************
 ET0411  DESIGNATION -  3286
 ET0411  PID         -  ET0411
 ET0411  STATE/COUNTY-  AZ/YAVAPAI
 ET0411  USGS QUAD   -  DATE (1969)
 ET0411
 ET0411                         *CURRENT SURVEY CONTROL
 ET0411  ___________________________________________________________________
 ET0411* NAD 83(1986)-  34 16 26.     (N)    112 54 16.     (W)     SCALED    
 ET0411* NAVD 88     -      1004.728  (meters)    3296.35   (feet)  POSTED    
 ET0411  ___________________________________________________________________
 ET0411  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 ET0411  DYNAMIC HT  -        1003.460 (meters)    3292.18  (feet)  COMP
 ET0411  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 ET0411
 ET0411  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0411
 ET0411.The horizontal coordinates were scaled from a topographic map and have
 ET0411.an estimated accuracy of +/- 6 seconds.
 ET0411
 ET0411.The orthometric height was determined by differential leveling
 ET0411.and adjusted in November 2005.
 ET0411.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0411.rate of 1.1 thru 2.0 mm/km.
 ET0411
 ET0411.The geoid height was determined by GEOID03.
 ET0411
 ET0411.The dynamic height is computed by dividing the NAVD 88
 ET0411.geopotential number by the normal gravity value computed on the
 ET0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0411.degrees latitude (g = 980.6199 gals.).
 ET0411
 ET0411.The modeled gravity was interpolated from observed gravity values.
 ET0411
 ET0411;                    North         East    Units  Estimated Accuracy
 ET0411;SPC AZ C     -   363,470.      122,410.      MT  (+/- 180 meters Scaled)
 ET0411
 ET0411                          SUPERSEDED SURVEY CONTROL
 ET0411
 ET0411  NGVD 29 (??/??/92) 1004.021  (m)         3294.03   (f) ADJ UNCH    2 0
 ET0411
 ET0411.Superseded values are not recommended for survey control.
 ET0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0411.See file dsdata.txt to determine how the superseded data were derived.
 ET0411
 ET0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC246941(NAD 83)
 ET0411_MARKER: P = PIPE CAP
 ET0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0411+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0411
 ET0411  HISTORY     - Date     Condition        Report By
 ET0411  HISTORY     - UNK      MONUMENTED       USGS
 ET0411  HISTORY     - 1933     GOOD             NGS
 ET0411  HISTORY     - 20080526 GOOD             GEOCAC
 ET0411
 ET0411                          STATION DESCRIPTION
 ET0411
 ET0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0411'3.2 MI S FROM DATE.
 ET0411'IRON POST, AT SIDE OF A.T. AND S.F. RY., 0.1 MILES NORTH OF RAILROAD
 ET0411'TRESTLE NO. A-114, 500 FEET NORTH OF MILEPOST 113, 115 FEET WEST OF
 ET0411'RAILROAD CENTER-LINE, ON TOP OF ROUND KNOLL.
 ET0411
 ET0411                          STATION RECOVERY (2008)
 ET0411
 ET0411'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0411'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0411'16.448' W112 54.277'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0156 ***********************************************************************
 DB0156  DESIGNATION -  329.92
 DB0156  PID         -  DB0156
 DB0156  STATE/COUNTY-  AZ/YUMA
 DB0156  USGS QUAD   -  WELLTON (1982)
 DB0156
 DB0156                         *CURRENT SURVEY CONTROL
 DB0156  ___________________________________________________________________
 DB0156* NAD 83(1986)-  32 38 31.     (N)    114 08 31.     (W)     SCALED    
 DB0156* NAVD 88     -       101.21   (+/-2cm)     332.1    (feet)  VERTCON   
 DB0156  ___________________________________________________________________
 DB0156  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0156
 DB0156.The horizontal coordinates were scaled from a topographic map and have
 DB0156.an estimated accuracy of +/- 6 seconds.
 DB0156
 DB0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0156.The vertical order pertains to the NGVD 29 superseded value.
 DB0156
 DB0156.The geoid height was determined by GEOID03.
 DB0156
 DB0156;                    North         East    Units  Estimated Accuracy
 DB0156;SPC AZ W     -   182,120.      176,590.      MT  (+/- 180 meters Scaled)
 DB0156
 DB0156                          SUPERSEDED SURVEY CONTROL
 DB0156
 DB0156  NGVD 29 (??/??/??)  100.573  (m)          329.96   (f) ADJUSTED    2 0
 DB0156
 DB0156.Superseded values are not recommended for survey control.
 DB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0156.See file dsdata.txt to determine how the superseded data were derived.
 DB0156
 DB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS681152(NAD 83)
 DB0156_MARKER: DD = SURVEY DISK
 DB0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0156_SP_SET: BRIDGE
 DB0156_STAMPING: 329.92
 DB0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0156
 DB0156  HISTORY     - Date     Condition        Report By
 DB0156  HISTORY     - UNK      MONUMENTED       BOR
 DB0156  HISTORY     - 1962     GOOD             NGS
 DB0156
 DB0156                          STATION DESCRIPTION
 DB0156
 DB0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0156'2 MI S FROM WELLTON.
 DB0156'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0156'PACIFIC RAILROAD STATION AT WELLTON, THENCE 1.8 MILES SOUTH ALONG
 DB0156'A GRAVELED ROAD, 0.4 MILE NORTH OF A LARGE CANAL AND LEVEE, 27
 DB0156'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 30 FEET SOUTH
 DB0156'OF A POWER POLE WITH A TRANSFORMER, ABOUT 4 FEET ABOVE THE LEVEL
 DB0156'OF THE ROAD, AND SET IN THE TOP AND CENTER OF THE EAST CONCRETE
 DB0156'HEADWALL OVER AN IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0709 ***********************************************************************
 CG0709  DESIGNATION -  3291.5
 CG0709  PID         -  CG0709
 CG0709  STATE/COUNTY-  AZ/PIMA
 CG0709  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0709
 CG0709                         *CURRENT SURVEY CONTROL
 CG0709  ___________________________________________________________________
 CG0709* NAD 83(1986)-  31 31 41.     (N)    111 37 23.     (W)     SCALED    
 CG0709* NAVD 88     -      1005.01   (+/-2cm)    3297.3    (feet)  VERTCON   
 CG0709  ___________________________________________________________________
 CG0709  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CG0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0709
 CG0709.The horizontal coordinates were scaled from a topographic map and have
 CG0709.an estimated accuracy of +/- 6 seconds.
 CG0709
 CG0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0709.The vertical order pertains to the NGVD 29 superseded value.
 CG0709
 CG0709.The geoid height was determined by GEOID03.
 CG0709
 CG0709;                    North         East    Units  Estimated Accuracy
 CG0709;SPC AZ C     -    58,580.      241,240.      MT  (+/- 180 meters Scaled)
 CG0709
 CG0709                          SUPERSEDED SURVEY CONTROL
 CG0709
 CG0709  NGVD 29 (??/??/92) 1004.218  (m)         3294.67   (f) ADJ UNCH    2 0
 CG0709
 CG0709.Superseded values are not recommended for survey control.
 CG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0709.See file dsdata.txt to determine how the superseded data were derived.
 CG0709
 CG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV408882(NAD 83)
 CG0709_MARKER: Q = CHISELED SQUARE
 CG0709_SETTING: 80 = SET IN A BOULDER
 CG0709_SP_SET: BOULDER
 CG0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0709+STABILITY: SURFACE MOTION
 CG0709
 CG0709  HISTORY     - Date     Condition        Report By
 CG0709  HISTORY     - UNK      MONUMENTED       USGS
 CG0709  HISTORY     - 1952     GOOD             NGS
 CG0709
 CG0709                          STATION DESCRIPTION
 CG0709
 CG0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0709'16.5 MI SE FROM SAN MIGUEL.
 CG0709'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0709'MIGUEL, THENCE 10.2 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD
 CG0709'TO THE MEXICAN BORDER, THENCE 2.0 MILES NORTHEAST ALONG A TRACK ROAD,
 CG0709'A CHISELED SQUARE CUT IN THE TOP OF A BOULDER AT THE FENCE LINE OF THE
 CG0709'INDIAN RESERVATION BOUNDARY, 38.7 FEET SOUTHWEST OF USGLO MARK S 9 S
 CG0709'10 1/4 SECTION CORNER, 17.9 FEET NORTHWEST OF THE NORTH GATE POST OF A
 CG0709'WOODEN GATE, 12.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0709'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1658 ***********************************************************************
 DU1658  DESIGNATION -  32ND
 DU1658  PID         -  DU1658
 DU1658  STATE/COUNTY-  AZ/MARICOPA
 DU1658  USGS QUAD   -  MESA (1982)
 DU1658
 DU1658                         *CURRENT SURVEY CONTROL
 DU1658  ___________________________________________________________________
 DU1658* NAD 83(1992)-  33 23 11.07346(N)    111 45 45.22728(W)     ADJUSTED  
 DU1658* NAVD 88     -       382.344  (meters)    1254.41   (feet)  ADJUSTED  
 DU1658  ___________________________________________________________________
 DU1658  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DU1658  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1658  DYNAMIC HT  -         381.890 (meters)    1252.92  (feet)  COMP
 DU1658  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1658
 DU1658  HORZ ORDER  -  SECOND
 DU1658  VERT ORDER  -  SECOND    CLASS I
 DU1658
 DU1658.The horizontal coordinates were established by classical geodetic methods
 DU1658.and adjusted by the National Geodetic Survey in August 1993.
 DU1658
 DU1658.The orthometric height was determined by differential leveling
 DU1658.and adjusted in January 1998.
 DU1658
 DU1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1658
 DU1658.The geoid height was determined by GEOID03.
 DU1658
 DU1658.The dynamic height is computed by dividing the NAVD 88
 DU1658.geopotential number by the normal gravity value computed on the
 DU1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1658.degrees latitude (g = 980.6199 gals.).
 DU1658
 DU1658.The modeled gravity was interpolated from observed gravity values.
 DU1658
 DU1658;                    North         East     Units Scale Factor Converg.
 DU1658;SPC AZ C     -   264,613.710   227,696.940   MT  0.99990253   +0 05 05.3
 DU1658;SPC AZ C     -   868,155.22    747,037.20   iFT  0.99990253   +0 05 05.3
 DU1658;UTM  12      - 3,694,385.374   429,075.833   MT  0.99966202   -0 25 10.7
 DU1658
 DU1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1658!SPC AZ C     -   0.99994465  x   0.99990253  =   0.99984718
 DU1658!UTM  12      -   0.99994465  x   0.99966202  =   0.99960668
 DU1658
 DU1658|---------------------------------------------------------------------|
 DU1658| PID    Reference Object                     Distance      Geod. Az  |
 DU1658|                                                           dddmmss.s |
 DU1658| CH4645 32ND RM 1                            13.780 METERS 09104     |
 DU1658| DU2153 GIL 2                               APPROX. 2.5 KM 2554012.9 |
 DU1658| DU1659 32ND RM 2                            18.914 METERS 26916     |
 DU1658|---------------------------------------------------------------------|
 DU1658
 DU1658                          SUPERSEDED SURVEY CONTROL
 DU1658
 DU1658  NAD 83(1986)-  33 23 11.06803(N)    111 45 45.23156(W) AD(       ) 2
 DU1658  NAD 27      -  33 23 10.89543(N)    111 45 42.73295(W) AD(       ) 2
 DU1658  NAVD 88 (11/29/93)  382.329  (m)         1254.36   (f) UNKNOWN     2 1
 DU1658  NGVD 29 (07/19/86)  381.2    (m)         1251.     (f) VERT ANG    3  
 DU1658
 DU1658.Superseded values are not recommended for survey control.
 DU1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1658.See file dsdata.txt to determine how the superseded data were derived.
 DU1658
 DU1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2907694385(NAD 83)
 DU1658_MARKER: DE = TRAVERSE STATION DISK
 DU1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1658_SP_SET: CONCRETE POST
 DU1658_STAMPING: 32ND 1974
 DU1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1658+STABILITY: SURFACE MOTION
 DU1658
 DU1658  HISTORY     - Date     Condition        Report By
 DU1658  HISTORY     - 1974     MONUMENTED       AZDT
 DU1658  HISTORY     - 1981     GOOD             AZDT
 DU1658  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1658  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1658  HISTORY     - 20070325 MARK NOT FOUND   GEOCAC
 DU1658
 DU1658                          STATION DESCRIPTION
 DU1658
 DU1658'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1658'THE STATION IS LOCATED ABOUT 4.7 MILES EAST SOUTHEAST OF MESA
 DU1658'AND ABOUT 3 MILES EAST NORTHEAST OF GILBERT NEAR THE CENTERLINE
 DU1658'OF THE PROPOSED SUPERSTITION FREEWAY.
 DU1658'
 DU1658'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 32ND
 DU1658'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT 0.3
 DU1658'FEET BELOW GROUND LEVEL.  THE STATION IS 6.5 FEET NORTHEAST OF AN
 DU1658'IRRIGATION HEAD GATE, 2.4 FEET NORTH OF IRRIGATION HEADWALL AND
 DU1658'4.6 FEET SOUTH SOUTHEAST OF THE EAST EDGE OF CEMENT BRIDGE ACROSS
 DU1658'IRRIGATION DITCH.
 DU1658'
 DU1658'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED 32ND RM
 DU1658'1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1658'PROJECTING 0.35 FEET.  THE MARK IS 20.0 FEET SOUTH OF A DIRT
 DU1658'AIRSTRIP AND 2.7 FEET NORTHWEST OF WITNESS POST.
 DU1658'
 DU1658'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED 32ND
 DU1658'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1658'PROJECTING 0.1 FEET.  THE MARK IS 14.0 FEET NORTH OF A DIRT
 DU1658'AIRSTRIP AND 2.6 FEET NORTHWEST OF A WITNESS POST.
 DU1658'
 DU1658'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1658'STATE ROUTE 87, GO SOUTH ON STATE ROUTE 87 FOR 2.5 MILES TO
 DU1658'BASELINE RD. THEN GO EAST ON BASELINE RD. FOR 5 MILES TO VAL VISTA
 DU1658'DRIVE.  TURN LEFT (NORTH) ON VAL VISTA DRIVE FOR 0.5 MILES TO A
 DU1658'DIRT FARM ROAD AND A DIRT AIRPLANE RUNWAY ON THE LEFT (WEST),
 DU1658'TURN LEFT (WEST) AND GO 0.5 MILE TO THE STATION AT THE IRRIGATION
 DU1658'DITCH HEADWALL.
 DU1658'
 DU1658'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1658
 DU1658                          STATION RECOVERY (1981)
 DU1658
 DU1658'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1658'IN MESA.
 DU1658'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1658'ROAD TO THE SUPERSTITION FREEWAY, THENCE 4.5 MI (7.25 KM) WEST TO THE
 DU1658'MARK, 6.5 FT (1.97 METERS) NORTHEAST OF AN IRRIGATION HEADGATE, 2.4 FT
 DU1658'(0.73 METERS ) NORTH OF IRRIGATION HEADWALL, 4.6 FT (1.40 METERS)
 DU1658'SOUTHEAST OF THE EAST EDGE OF CEMENT BRIDGE OVER IRRIGATION DITCH, A
 DU1658'STANDARD AZDT ALUMINUM CAP IN CONCRETE POST 0.3 FT BELOW GOUND LEVEL.
 DU1658
 DU1658                          STATION RECOVERY (1994)
 DU1658
 DU1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1658'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1658
 DU1658                          STATION RECOVERY (2006)
 DU1658
 DU1658'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1658'THE ADJUSTED COORDINATES POINT TO THE CENTER OF THE 32ND STREET BRIDGE
 DU1658'WHERE IT CROSSES THE SUPERSTITION FREEWAY. ALL IRRIGATION FEATURES ARE
 DU1658'NO LONGER LOCATED IN THE IMMEDIATE AREA.
 DU1658
 DU1658                          STATION RECOVERY (2007)
 DU1658
 DU1658'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1658'ALMOST CERTAINLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1659 ***********************************************************************
 DU1659  DESIGNATION -  32ND RM 2
 DU1659  PID         -  DU1659
 DU1659  STATE/COUNTY-  AZ/MARICOPA
 DU1659  USGS QUAD   -  MESA (1982)
 DU1659
 DU1659                         *CURRENT SURVEY CONTROL
 DU1659  ___________________________________________________________________
 DU1659* NAD 83(1986)-  33 23 11.     (N)    111 45 45.     (W)     SCALED    
 DU1659* NAVD 88     -       382.016  (meters)    1253.33   (feet)  ADJUSTED  
 DU1659  ___________________________________________________________________
 DU1659  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1659  DYNAMIC HT  -         381.562 (meters)    1251.84  (feet)  COMP
 DU1659  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1659
 DU1659  VERT ORDER  -  SECOND    CLASS I
 DU1659
 DU1659.The horizontal coordinates were scaled from a topographic map and have
 DU1659.an estimated accuracy of +/- 6 seconds.
 DU1659
 DU1659.The orthometric height was determined by differential leveling
 DU1659.and adjusted in January 1998.
 DU1659
 DU1659.The geoid height was determined by GEOID03.
 DU1659
 DU1659.The dynamic height is computed by dividing the NAVD 88
 DU1659.geopotential number by the normal gravity value computed on the
 DU1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1659.degrees latitude (g = 980.6199 gals.).
 DU1659
 DU1659.The modeled gravity was interpolated from observed gravity values.
 DU1659
 DU1659;                    North         East    Units  Estimated Accuracy
 DU1659;SPC AZ C     -   264,610.      227,700.      MT  (+/- 180 meters Scaled)
 DU1659
 DU1659                          SUPERSEDED SURVEY CONTROL
 DU1659
 DU1659  NAVD 88 (11/29/93)  382.001  (m)         1253.28   (f) UNKNOWN     2 1
 DU1659
 DU1659.Superseded values are not recommended for survey control.
 DU1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1659.See file dsdata.txt to determine how the superseded data were derived.
 DU1659
 DU1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290943(NAD 83)
 DU1659_MARKER: DR = REFERENCE MARK DISK
 DU1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1659_SP_SET: CONCRETE POST
 DU1659_STAMPING: 32ND RM 2 1974
 DU1659_MARK LOGO: AZDT  
 DU1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1659+STABILITY: SURFACE MOTION
 DU1659
 DU1659  HISTORY     - Date     Condition        Report By
 DU1659  HISTORY     - 1974     MONUMENTED       AZDT
 DU1659  HISTORY     - 1981     GOOD             AZDT
 DU1659  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1659  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1659  HISTORY     - 20070325 MARK NOT FOUND   GEOCAC
 DU1659
 DU1659                          STATION DESCRIPTION
 DU1659
 DU1659'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1659'IN MESA.
 DU1659'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1659'ROAD TO THE SUPERSTITION FREEWAY, THENCE 4.5 MI (7.25 KM) WEST TO THE
 DU1659'MARK, THE MARK IS 45.21 FEET (13.8 METERS) WEST OF TRAVERSE STATION 32
 DU1659'ND AZDT.
 DU1659
 DU1659                          STATION RECOVERY (1994)
 DU1659
 DU1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1659'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1659
 DU1659                          STATION RECOVERY (2006)
 DU1659
 DU1659'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1659'45.21 FEET WEST OF THE ADJUSTED COORDINATES OF TRAVERSE STATION 32 ND
 DU1659'AZDT IS NOW THE SUPERSTITION FREEWAY.
 DU1659
 DU1659                          STATION RECOVERY (2007)
 DU1659
 DU1659'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1659'ALMOST CERTAINLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1579 ***********************************************************************
 DV1579  DESIGNATION -  33 A
 DV1579  PID         -  DV1579
 DV1579  STATE/COUNTY-  AZ/LA PAZ
 DV1579  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1579
 DV1579                         *CURRENT SURVEY CONTROL
 DV1579  ___________________________________________________________________
 DV1579* NAD 83(1986)-  33 35 01.     (N)    113 26 49.     (W)     SCALED    
 DV1579* NAVD 88     -       432.93   (+/-2cm)    1420.4    (feet)  VERTCON   
 DV1579  ___________________________________________________________________
 DV1579  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1579
 DV1579.The horizontal coordinates were scaled from a topographic map and have
 DV1579.an estimated accuracy of +/- 6 seconds.
 DV1579
 DV1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1579.The vertical order pertains to the NGVD 29 superseded value.
 DV1579
 DV1579.The geoid height was determined by GEOID03.
 DV1579
 DV1579;                    North         East    Units  Estimated Accuracy
 DV1579;SPC AZ W     -   286,520.      241,490.      MT  (+/- 180 meters Scaled)
 DV1579
 DV1579                          SUPERSEDED SURVEY CONTROL
 DV1579
 DV1579  NGVD 29 (??/??/92)  432.248  (m)         1418.13   (f) ADJ UNCH    2 0
 DV1579
 DV1579.Superseded values are not recommended for survey control.
 DV1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1579.See file dsdata.txt to determine how the superseded data were derived.
 DV1579
 DV1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC729186(NAD 83)
 DV1579_MARKER: DD = SURVEY DISK
 DV1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1579_STAMPING: 33 A 1962
 DV1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1579+STABILITY: SURFACE MOTION
 DV1579
 DV1579  HISTORY     - Date     Condition        Report By
 DV1579  HISTORY     - 1962     MONUMENTED       AZHD
 DV1579
 DV1579                          STATION DESCRIPTION
 DV1579
 DV1579'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1579'21.9 MI SE FROM SALOME.
 DV1579'0.5 MILE EAST-SOUTHEAST OF D 413 33 AN ARIZONA HIGHWAY DEPARTMENT
 DV1579'DISK STAMPED 33 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1579'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1579'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0823 ***********************************************************************
 FQ0823  DESIGNATION -  33 BKC
 FQ0823  PID         -  FQ0823
 FQ0823  STATE/COUNTY-  AZ/COCONINO
 FQ0823  USGS QUAD   -  WUPATKI SE (1969)
 FQ0823
 FQ0823                         *CURRENT SURVEY CONTROL
 FQ0823  ___________________________________________________________________
 FQ0823* NAD 83(1986)-  35 33 43.     (N)    111 17 52.     (W)     SCALED    
 FQ0823* NAVD 88     -      1321.582  (meters)    4335.89   (feet)  POSTED    
 FQ0823  ___________________________________________________________________
 FQ0823  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FQ0823  DYNAMIC HT  -        1319.920 (meters)    4330.44  (feet)  COMP
 FQ0823  MODELED GRAV-     979,332.7   (mgal)                       NAVD 88
 FQ0823
 FQ0823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0823
 FQ0823.The horizontal coordinates were scaled from a topographic map and have
 FQ0823.an estimated accuracy of +/- 6 seconds.
 FQ0823
 FQ0823.The orthometric height was determined by differential leveling
 FQ0823.and adjusted by the  in 1992.
 FQ0823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0823.rate of 0.0 thru 1.0 mm/km.
 FQ0823
 FQ0823.The geoid height was determined by GEOID03.
 FQ0823
 FQ0823.The dynamic height is computed by dividing the NAVD 88
 FQ0823.geopotential number by the normal gravity value computed on the
 FQ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0823.degrees latitude (g = 980.6199 gals.).
 FQ0823
 FQ0823.The modeled gravity was interpolated from observed gravity values.
 FQ0823
 FQ0823;                    North         East    Units  Estimated Accuracy
 FQ0823;SPC AZ C     -   506,090.      269,460.      MT  (+/- 180 meters Scaled)
 FQ0823
 FQ0823                          SUPERSEDED SURVEY CONTROL
 FQ0823
 FQ0823.No superseded survey control is available for this station.
 FQ0823
 FQ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE730354(NAD 83)
 FQ0823_MARKER: DB = BENCH MARK DISK
 FQ0823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0823_SP_SET: COPPER-CLAD STEEL ROD
 FQ0823_STAMPING: 33 BKC 1968
 FQ0823_MARK LOGO: USGS  
 FQ0823_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0823+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0823
 FQ0823  HISTORY     - Date     Condition        Report By
 FQ0823  HISTORY     - 1968     MONUMENTED       USGS
 FQ0823
 FQ0823                          STATION DESCRIPTION
 FQ0823
 FQ0823'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0823'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0823'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0823'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0823'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0823'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0823'3.9 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD, 43 FEET SOUTH OF
 FQ0823'THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS POST.  A
 FQ0823'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1648 ***********************************************************************
 DB1648  DESIGNATION -  33 BKC
 DB1648  PID         -  DB1648
 DB1648  STATE/COUNTY-  AZ/YUMA
 DB1648  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1648
 DB1648                         *CURRENT SURVEY CONTROL
 DB1648  ___________________________________________________________________
 DB1648* NAD 83(1992)-  32 26 02.92491(N)    114 36 47.85221(W)     ADJUSTED  
 DB1648* NAVD 88     -        50.22   (+/-2cm)     164.8    (feet)  VERTCON   
 DB1648  ___________________________________________________________________
 DB1648  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DB1648  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DB1648  HORZ ORDER  -  THIRD
 DB1648  VERT ORDER  -  THIRD ? (See Below)
 DB1648
 DB1648.The horizontal coordinates were established by classical geodetic methods
 DB1648.and adjusted by the National Geodetic Survey in August 1993.
 DB1648
 DB1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1648.The vertical order pertains to the NGVD 29 superseded value.
 DB1648
 DB1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1648
 DB1648.The geoid height was determined by GEOID03.
 DB1648
 DB1648;                    North         East     Units Scale Factor Converg.
 DB1648;SPC AZ W     -   159,338.248   132,175.617   MT  1.00001458   -0 27 46.9
 DB1648;SPC AZ W     -   522,763.28    433,647.04   iFT  1.00001458   -0 27 46.9
 DB1648;UTM  11      - 3,591,066.675   724,396.353   MT  1.00022098   +1 16 50.2
 DB1648
 DB1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1648!SPC AZ W     -   0.99999753  x   1.00001458  =   1.00001211
 DB1648!UTM  11      -   0.99999753  x   1.00022098  =   1.00021851
 DB1648
 DB1648                          SUPERSEDED SURVEY CONTROL
 DB1648
 DB1648  NAD 83(1986)-  32 26 02.93570(N)    114 36 47.86706(W) AD(       ) 3
 DB1648  NGVD 29 (04/26/91)   49.54   (m)          162.5    (f) LEVELING    3  
 DB1648
 DB1648.Superseded values are not recommended for survey control.
 DB1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1648.See file dsdata.txt to determine how the superseded data were derived.
 DB1648
 DB1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2439691067(NAD 83)
 DB1648_MARKER: DD = SURVEY DISK
 DB1648_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1648
 DB1648  HISTORY     - Date     Condition        Report By
 DB1648  HISTORY     - 1964     MONUMENTED       USGS
 DB1648
 DB1648                          STATION DESCRIPTION
 DB1648
 DB1648'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1648'LOCATED ABOUT 9.9 MI SE. OF SAN LUIS, MEXICO.  ALONG THE UNITED
 DB1648'STATES AND MEXICO BOUNDARY, 9 FT FROM FENCE CORNER.
 DB1648'
 DB1648'TO REACH NOT GIVEN.
 DB1648'
 DB1648'STATION MARK--STANDARD BM TABLET STAMPED---33 BKC 1963---, IN
 DB1648'CONCRETE POST PROJECTING 0.6 FT.
 DB1648'
 DB1648'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1491 ***********************************************************************
 CZ1491  DESIGNATION -  33 DOR
 CZ1491  PID         -  CZ1491
 CZ1491  STATE/COUNTY-  AZ/PIMA
 CZ1491  USGS QUAD   -  TUCSON (1992)
 CZ1491
 CZ1491                         *CURRENT SURVEY CONTROL
 CZ1491  ___________________________________________________________________
 CZ1491* NAD 83(1986)-  32 12 31.     (N)    110 59 21.     (W)     SCALED    
 CZ1491* NAVD 88     -       721.697  (meters)    2367.77   (feet)  ADJUSTED  
 CZ1491  ___________________________________________________________________
 CZ1491  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ1491  DYNAMIC HT  -         720.708 (meters)    2364.52  (feet)  COMP
 CZ1491  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 CZ1491
 CZ1491  VERT ORDER  -  FIRST     CLASS II
 CZ1491
 CZ1491.The horizontal coordinates were scaled from a topographic map and have
 CZ1491.an estimated accuracy of +/- 6 seconds.
 CZ1491
 CZ1491.The orthometric height was determined by differential leveling
 CZ1491.and adjusted in June 1991.
 CZ1491
 CZ1491.The geoid height was determined by GEOID03.
 CZ1491
 CZ1491.The dynamic height is computed by dividing the NAVD 88
 CZ1491.geopotential number by the normal gravity value computed on the
 CZ1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1491.degrees latitude (g = 980.6199 gals.).
 CZ1491
 CZ1491.The modeled gravity was interpolated from observed gravity values.
 CZ1491
 CZ1491;                    North         East    Units  Estimated Accuracy
 CZ1491;SPC AZ C     -   134,380.      300,800.      MT  (+/- 180 meters Scaled)
 CZ1491
 CZ1491                          SUPERSEDED SURVEY CONTROL
 CZ1491
 CZ1491.No superseded survey control is available for this station.
 CZ1491
 CZ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA010635(NAD 83)
 CZ1491_MARKER: DB = BENCH MARK DISK
 CZ1491_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1491_SP_SET: ROCK OUTCROP
 CZ1491_STAMPING: 33 DOR 1975
 CZ1491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1491+STABILITY: POSITION/ELEVATION WELL
 CZ1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1491+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1491
 CZ1491  HISTORY     - Date     Condition        Report By
 CZ1491  HISTORY     - 1975     MONUMENTED       USGS
 CZ1491  HISTORY     - 1980     GOOD             NGS
 CZ1491  HISTORY     - 19950129 GOOD             USPSQD
 CZ1491  HISTORY     - 19950322 GOOD             USPSQD
 CZ1491  HISTORY     - 19990103 GOOD             USPSQD
 CZ1491  HISTORY     - 20020403 GOOD             USPSQD
 CZ1491  HISTORY     - 20060316 GOOD             USPSQD
 CZ1491
 CZ1491                          STATION DESCRIPTION
 CZ1491
 CZ1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1491'2.9 KM SW FROM TUCSON.
 CZ1491'1.6 KILOMETERS (1.0 MILE) WEST ALONG CONGRESS STREET FROM THE
 CZ1491'VALLEY NATIONAL BANK AT TUCSON, THENCE 1.3 KILOMETERS (0.8 MILE)
 CZ1491'SOUTH ALONG SOUTH GRANDE AVENUE AND AT A ROCK CUT FOR MISSION
 CZ1491'ROAD ON THE SOUTHEAST SIDE OF SENTINEL PEAK. IN TOP OF A SMALL
 CZ1491'FLAT LEDGE ABOUT 0.3 METER (1 FOOT) HIGHER THAN THE ROAD, 1.3
 CZ1491'KILOMETERS (0.8 MILE) NORTHEAST ALONG MISSION ROAD FROM THE T
 CZ1491'JUNCTION OF SILVER LAKE ROAD, 0.2 KILOMETER (0.1 MILE) SOUTHWEST
 CZ1491'OF THE CENTER OF A LONG CURVE, 5.5 METERS (18 FEET) NORTHWEST OF
 CZ1491'THE CENTERLINE OF MISSION ROAD.
 CZ1491'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CZ1491'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ1491
 CZ1491                          STATION RECOVERY (1995)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (1995)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (1999)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (2002)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1491'RECOVERED IN GOOD CONDITION.
 CZ1491
 CZ1491                          STATION RECOVERY (2006)
 CZ1491
 CZ1491'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1491'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0800 ***********************************************************************
 FQ0800  DESIGNATION -  33 HLS
 FQ0800  PID         -  FQ0800
 FQ0800  STATE/COUNTY-  AZ/NAVAJO
 FQ0800  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0800
 FQ0800                         *CURRENT SURVEY CONTROL
 FQ0800  ___________________________________________________________________
 FQ0800* NAD 83(1986)-  35 02 17.     (N)    110 05 29.     (W)     SCALED    
 FQ0800* NAVD 88     -      1609.803  (meters)    5281.50   (feet)  ADJUSTED  
 FQ0800  ___________________________________________________________________
 FQ0800  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 FQ0800  DYNAMIC HT  -        1607.602 (meters)    5274.27  (feet)  COMP
 FQ0800  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 FQ0800
 FQ0800  VERT ORDER  -  THIRD
 FQ0800
 FQ0800.The horizontal coordinates were scaled from a topographic map and have
 FQ0800.an estimated accuracy of +/- 6 seconds.
 FQ0800
 FQ0800.The orthometric height was determined by differential leveling
 FQ0800.and adjusted in June 1991.
 FQ0800
 FQ0800.The geoid height was determined by GEOID03.
 FQ0800
 FQ0800.The dynamic height is computed by dividing the NAVD 88
 FQ0800.geopotential number by the normal gravity value computed on the
 FQ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0800.degrees latitude (g = 980.6199 gals.).
 FQ0800
 FQ0800.The modeled gravity was interpolated from observed gravity values.
 FQ0800
 FQ0800;                    North         East    Units  Estimated Accuracy
 FQ0800;SPC AZ E     -   447,800.      220,230.      MT  (+/- 180 meters Scaled)
 FQ0800
 FQ0800                          SUPERSEDED SURVEY CONTROL
 FQ0800
 FQ0800  NGVD 29 (??/??/92) 1608.97   (m)         5278.8    (f) COMPUTED    3 0
 FQ0800
 FQ0800.Superseded values are not recommended for survey control.
 FQ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0800.See file dsdata.txt to determine how the superseded data were derived.
 FQ0800
 FQ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD828776(NAD 83)
 FQ0800_MARKER: DB = BENCH MARK DISK
 FQ0800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0800_SP_SET: COPPER-CLAD STEEL ROD
 FQ0800_STAMPING: 33 HLS 1970 5279
 FQ0800_MARK LOGO: USGS  
 FQ0800_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0800+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0800
 FQ0800  HISTORY     - Date     Condition        Report By
 FQ0800  HISTORY     - 1970     MONUMENTED       USGS
 FQ0800
 FQ0800                          STATION DESCRIPTION
 FQ0800
 FQ0800'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0800'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0800'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 4.6 MILES NORTH ALONG STATE
 FQ0800'HIGHWAY 77, 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 FQ0800'EAST OF A FENCE, 3 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0800'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0877 ***********************************************************************
 CG0877  DESIGNATION -  3300.57
 CG0877  PID         -  CG0877
 CG0877  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0877  USGS QUAD   -  TUBAC (1981)
 CG0877
 CG0877                         *CURRENT SURVEY CONTROL
 CG0877  ___________________________________________________________________
 CG0877* NAD 83(1986)-  31 32 36.     (N)    111 02 32.     (W)     SCALED    
 CG0877* NAVD 88     -      1006.903  (meters)    3303.48   (feet)  ADJUSTED  
 CG0877  ___________________________________________________________________
 CG0877  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0877  DYNAMIC HT  -        1005.381 (meters)    3298.49  (feet)  COMP
 CG0877  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 CG0877
 CG0877  VERT ORDER  -  FIRST     CLASS II
 CG0877
 CG0877.The horizontal coordinates were scaled from a topographic map and have
 CG0877.an estimated accuracy of +/- 6 seconds.
 CG0877
 CG0877.The orthometric height was determined by differential leveling
 CG0877.and adjusted in June 1991.
 CG0877
 CG0877.The geoid height was determined by GEOID03.
 CG0877
 CG0877.The dynamic height is computed by dividing the NAVD 88
 CG0877.geopotential number by the normal gravity value computed on the
 CG0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0877.degrees latitude (g = 980.6199 gals.).
 CG0877
 CG0877.The modeled gravity was interpolated from observed gravity values.
 CG0877
 CG0877;                    North         East    Units  Estimated Accuracy
 CG0877;SPC AZ C     -    60,570.      296,390.      MT  (+/- 180 meters Scaled)
 CG0877
 CG0877                          SUPERSEDED SURVEY CONTROL
 CG0877
 CG0877.No superseded survey control is available for this station.
 CG0877
 CG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV959898(NAD 83)
 CG0877_MARKER: DB = BENCH MARK DISK
 CG0877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0877_SP_SET: HEADWALL
 CG0877_STAMPING: STA 905+50 ELEV 3300.57 78
 CG0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0877+STABILITY: SURFACE MOTION
 CG0877
 CG0877  HISTORY     - Date     Condition        Report By
 CG0877  HISTORY     - 1978     MONUMENTED       AZDT
 CG0877  HISTORY     - 1980     GOOD             NGS
 CG0877  HISTORY     - 19981006 GOOD             USPSQD
 CG0877
 CG0877                          STATION DESCRIPTION
 CG0877
 CG0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0877'2.9 KM SE FROM TUMACACORI.
 CG0877'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0877'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, 0.1
 CG0877'KILOMETER (0.05 MILE) NORTHWEST OF THE ENTRANCE TO THE RANCHO SANTA
 CG0877'CRUZ, IN TOP AND THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF
 CG0877'A THREE 2.75-METER (9-FEET) PIPE CULVERT, 6.5 METERS (21.5 FEET)
 CG0877'NORTHEAST OF THE CENTERLINE OF THE ROAD AND 5.2 METERS (17 FEET)
 CG0877'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CG0877'THE MARK IS 0.2 M BELOW THE ROAD.
 CG0877
 CG0877                          STATION RECOVERY (1998)
 CG0877
 CG0877'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0252 ***********************************************************************
 DU0252  DESIGNATION -  3306.004
 DU0252  PID         -  DU0252
 DU0252  STATE/COUNTY-  AZ/GILA
 DU0252  USGS QUAD   -  GLOBE (1982)
 DU0252
 DU0252                         *CURRENT SURVEY CONTROL
 DU0252  ___________________________________________________________________
 DU0252* NAD 83(1986)-  33 24 51.     (N)    110 50 05.     (W)     SCALED    
 DU0252* NAVD 88     -      1010.03   (+/-2cm)    3313.7    (feet)  VERTCON   
 DU0252  ___________________________________________________________________
 DU0252  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DU0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0252
 DU0252.The horizontal coordinates were scaled from a topographic map and have
 DU0252.an estimated accuracy of +/- 6 seconds.
 DU0252
 DU0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0252.The vertical order pertains to the NGVD 29 superseded value.
 DU0252
 DU0252.The geoid height was determined by GEOID03.
 DU0252
 DU0252;                    North         East    Units  Estimated Accuracy
 DU0252;SPC AZ E     -   267,880.      151,230.      MT  (+/- 180 meters Scaled)
 DU0252
 DU0252                          SUPERSEDED SURVEY CONTROL
 DU0252
 DU0252  NGVD 29 (??/??/92) 1009.405  (m)         3311.69   (f) ADJ UNCH    2 0
 DU0252
 DU0252.Superseded values are not recommended for survey control.
 DU0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0252.See file dsdata.txt to determine how the superseded data were derived.
 DU0252
 DU0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB153972(NAD 83)
 DU0252_MARKER: DD = SURVEY DISK
 DU0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0252_SP_SET: HANDRAIL
 DU0252_STAMPING: STA 85+89 EL 3306.004
 DU0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0252
 DU0252  HISTORY     - Date     Condition        Report By
 DU0252  HISTORY     - UNK      MONUMENTED       AZHD
 DU0252  HISTORY     - 1935     GOOD             NGS
 DU0252  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0252  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU0252
 DU0252                          STATION DESCRIPTION
 DU0252
 DU0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0252'0.5 MI E FROM CLAYPOOL.
 DU0252'0.5 MI E ALONG U.S. HWY NO. 60.  AT THE WEST END OF THE NORTH HAND
 DU0252'RAIL OF A HIGHWAY BRIDGE, AND 3 FT HIGHER THAN THE LEVEL OF THE ROAD.
 DU0252
 DU0252                          STATION RECOVERY (1979)
 DU0252
 DU0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0252'NOTE=BRIDGE HAS BEEN REMOVERED.
 DU0252
 DU0252                          STATION RECOVERY (2006)
 DU0252
 DU0252'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0252'THERE IS NO BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0593 ***********************************************************************
 ET0593  DESIGNATION -  3308.18
 ET0593  PID         -  ET0593
 ET0593  STATE/COUNTY-  AZ/YAVAPAI
 ET0593  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0593
 ET0593                         *CURRENT SURVEY CONTROL
 ET0593  ___________________________________________________________________
 ET0593* NAD 83(1986)-  34 30 01.     (N)    113 17 34.     (W)     SCALED    
 ET0593* NAVD 88     -      1008.962  (meters)    3310.24   (feet)  POSTED    
 ET0593  ___________________________________________________________________
 ET0593  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 ET0593  DYNAMIC HT  -        1007.730 (meters)    3306.19  (feet)  COMP
 ET0593  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 ET0593
 ET0593  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0593
 ET0593.The horizontal coordinates were scaled from a topographic map and have
 ET0593.an estimated accuracy of +/- 6 seconds.
 ET0593
 ET0593.The orthometric height was determined by differential leveling
 ET0593.and adjusted in November 2005.
 ET0593.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0593.rate of 1.1 thru 2.0 mm/km.
 ET0593
 ET0593.The geoid height was determined by GEOID03.
 ET0593
 ET0593.The dynamic height is computed by dividing the NAVD 88
 ET0593.geopotential number by the normal gravity value computed on the
 ET0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0593.degrees latitude (g = 980.6199 gals.).
 ET0593
 ET0593.The modeled gravity was interpolated from observed gravity values.
 ET0593
 ET0593;                    North         East    Units  Estimated Accuracy
 ET0593;SPC AZ C     -   389,000.       86,990.      MT  (+/- 180 meters Scaled)
 ET0593
 ET0593                          SUPERSEDED SURVEY CONTROL
 ET0593
 ET0593  NGVD 29 (??/??/92) 1008.236  (m)         3307.85   (f) ADJ UNCH    1 2
 ET0593
 ET0593.Superseded values are not recommended for survey control.
 ET0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0593.See file dsdata.txt to determine how the superseded data were derived.
 ET0593
 ET0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD894200(NAD 83)
 ET0593_MARKER: Q = CHISELED SQUARE
 ET0593_SETTING: 66 = SET IN ROCK OUTCROP
 ET0593_SP_SET: SMALL OUTCROP
 ET0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0593+STABILITY: POSITION/ELEVATION WELL
 ET0593
 ET0593  HISTORY     - Date     Condition        Report By
 ET0593  HISTORY     - UNK      MONUMENTED       USGS
 ET0593  HISTORY     - 1950     GOOD             NGS
 ET0593
 ET0593                          STATION DESCRIPTION
 ET0593
 ET0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0593'21.0 MI SW FROM BAGDAD.
 ET0593'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0593'AT BAGDAD, THENCE 14.2 MILES WEST ALONG A COUNTY DIRT ROAD, AT THE TOP
 ET0593'OF A GRADE, ABOUT 195 YARDS SOUTHEAST OF THE JUNCTION OF A TRACK ROAD
 ET0593'LEADING NORTHWEST, ON THE TOP OF A SMALL OUTCROP, 120 FEET SOUTHEAST
 ET0593'OF THE LARGEST BOULDER AT THE SOUTHEAST EDGE OF A GROUP OF LARGE
 ET0593'BOULDERS, 20 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 1/2
 ET0593'FEET SOUTH OF THE BASE OF A JUNIPER TREE, 1 FOOT NORTHWEST OF A CAIRN,
 ET0593'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0593'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0501 ***********************************************************************
 FR0501  DESIGNATION -  3309.23
 FR0501  PID         -  FR0501
 FR0501  STATE/COUNTY-  AZ/MOHAVE
 FR0501  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0501
 FR0501                         *CURRENT SURVEY CONTROL
 FR0501  ___________________________________________________________________
 FR0501* NAD 83(1986)-  35 16 04.     (N)    113 57 45.     (W)     SCALED    
 FR0501* NAVD 88     -      1009.349  (meters)    3311.51   (feet)  ADJUSTED  
 FR0501  ___________________________________________________________________
 FR0501  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FR0501  DYNAMIC HT  -        1008.152 (meters)    3307.58  (feet)  COMP
 FR0501  MODELED GRAV-     979,414.3   (mgal)                       NAVD 88
 FR0501
 FR0501  VERT ORDER  -  FIRST     CLASS II
 FR0501
 FR0501.The horizontal coordinates were scaled from a topographic map and have
 FR0501.an estimated accuracy of +/- 6 seconds.
 FR0501
 FR0501.The orthometric height was determined by differential leveling
 FR0501.and adjusted in June 1991.
 FR0501
 FR0501.The geoid height was determined by GEOID03.
 FR0501
 FR0501.The dynamic height is computed by dividing the NAVD 88
 FR0501.geopotential number by the normal gravity value computed on the
 FR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0501.degrees latitude (g = 980.6199 gals.).
 FR0501
 FR0501.The modeled gravity was interpolated from observed gravity values.
 FR0501
 FR0501;                    North         East    Units  Estimated Accuracy
 FR0501;SPC AZ W     -   473,320.      194,030.      MT  (+/- 180 meters Scaled)
 FR0501
 FR0501                          SUPERSEDED SURVEY CONTROL
 FR0501
 FR0501  NGVD 29 (??/??/92) 1008.548  (m)         3308.88   (f) ADJ UNCH    1 2
 FR0501
 FR0501.Superseded values are not recommended for survey control.
 FR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0501.See file dsdata.txt to determine how the superseded data were derived.
 FR0501
 FR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE305067(NAD 83)
 FR0501_MARKER: DD = SURVEY DISK
 FR0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0501_SP_SET: CULVERT
 FR0501_STAMPING: 3309.23 400+00 34
 FR0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0501
 FR0501  HISTORY     - Date     Condition        Report By
 FR0501  HISTORY     - UNK      MONUMENTED       AZHD
 FR0501  HISTORY     - 1945     GOOD             NGS
 FR0501  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0501  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0501  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FR0501
 FR0501                          STATION DESCRIPTION
 FR0501
 FR0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FR0501'IN KINGMAN AIRPORT.
 FR0501'AT KINGMAN AIRPORT, MOHAVE COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 66
 FR0501'AND A PAVED DRIVE LEADING TO THE MAIN GATE, 0.1 MILE NORTHWEST OF THE
 FR0501'MAIN GATE, 95 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVE AT A
 FR0501'24-INCH GALVANIZED PIPE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 FR0501'THE TOP OF THE SOUTHEAST CONCRETE HEADWALL, AND 14.8 FEET SOUTHEAST OF
 FR0501'THE CENTERLINE OF THE HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 FR0501'STANDARD DISK, STAMPED 3309.23 400+00 34.
 FR0501
 FR0501                          STATION RECOVERY (1968)
 FR0501
 FR0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0501'MARK NOT FOUND.
 FR0501
 FR0501                          STATION RECOVERY (1982)
 FR0501
 FR0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0501'NOT RECOVERED.
 FR0501
 FR0501                          STATION RECOVERY (1995)
 FR0501
 FR0501'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FR0501'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FR0501'PERSON-HOUR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0281 ***********************************************************************
 CY0281  DESIGNATION -  3312+20
 CY0281  PID         -  CY0281
 CY0281  STATE/COUNTY-  AZ/COCHISE
 CY0281  USGS QUAD   -  LUZENA (1979)
 CY0281
 CY0281                         *CURRENT SURVEY CONTROL
 CY0281  ___________________________________________________________________
 CY0281* NAD 83(1986)-  32 19 47.     (N)    109 30 20.     (W)     SCALED    
 CY0281* NAVD 88     -      1161.78   (+/-2cm)    3811.6    (feet)  VERTCON   
 CY0281  ___________________________________________________________________
 CY0281  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0281  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0281
 CY0281.The horizontal coordinates were scaled from a topographic map and have
 CY0281.an estimated accuracy of +/- 6 seconds.
 CY0281
 CY0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0281.The vertical order pertains to the NGVD 29 superseded value.
 CY0281
 CY0281.The geoid height was determined by GEOID03.
 CY0281
 CY0281;                    North         East    Units  Estimated Accuracy
 CY0281;SPC AZ E     -   147,620.      275,600.      MT  (+/- 180 meters Scaled)
 CY0281
 CY0281                          SUPERSEDED SURVEY CONTROL
 CY0281
 CY0281  NGVD 29 (??/??/92) 1161.052  (m)         3809.22   (f) ADJ UNCH    1 2
 CY0281
 CY0281.Superseded values are not recommended for survey control.
 CY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0281.See file dsdata.txt to determine how the superseded data were derived.
 CY0281
 CY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA406779(NAD 83)
 CY0281_MARKER: DD = SURVEY DISK
 CY0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0281_SP_SET: CULVERT
 CY0281_STAMPING: 3809.97 3312+20 1939
 CY0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0281+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0281
 CY0281  HISTORY     - Date     Condition        Report By
 CY0281  HISTORY     - 1939     MONUMENTED       AZHD
 CY0281  HISTORY     - 1952     GOOD             NGS
 CY0281  HISTORY     - 20060320 GOOD             NGS
 CY0281
 CY0281                          STATION DESCRIPTION
 CY0281
 CY0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0281'1.2 MI W FROM BOWIE.
 CY0281'0.1 MILE SOUTH ALONG THE STREET TO THE HIGHWAY, THENCE 1.1 MILE WEST
 CY0281'ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT BOWIE, IN A CULVERT AT
 CY0281'THE INTERSECTION OF STATE HIGHWAY 86 AND THE ROAD LEADING TO THE BOWIE
 CY0281'AIRPORT, 210.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING TO THE
 CY0281'AIRPORT, 20.0 FEET EAST OF A CULVERT SAFETY POST, 18.1/2 FEET SOUTH OF
 CY0281'THE CENTER LINE OF THE HIGHWAY, 4.9 FEET WEST OF THE EAST END OF A
 CY0281'CULVERT, AND 0.6 FOOT HIGHER THAN THE HIGHWAY.
 CY0281
 CY0281                          STATION RECOVERY (2006)
 CY0281
 CY0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0281'ROAD TO AIRPORT IS NOT APPARENT.  MARK IS ON SOUTH SIDE OF BUSINESS
 CY0281'ROUTE 10 (OLD AZ 86) ON APPROACH TO WESTBOUND I-10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0502 ***********************************************************************
 FR0502  DESIGNATION -  3312.21
 FR0502  PID         -  FR0502
 FR0502  STATE/COUNTY-  AZ/MOHAVE
 FR0502  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0502
 FR0502                         *CURRENT SURVEY CONTROL
 FR0502  ___________________________________________________________________
 FR0502* NAD 83(1986)-  35 15 58.     (N)    113 57 50.     (W)     SCALED    
 FR0502* NAVD 88     -      1010.254  (meters)    3314.47   (feet)  ADJUSTED  
 FR0502  ___________________________________________________________________
 FR0502  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FR0502  DYNAMIC HT  -        1009.056 (meters)    3310.54  (feet)  COMP
 FR0502  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 FR0502
 FR0502  VERT ORDER  -  FIRST     CLASS II
 FR0502
 FR0502.The horizontal coordinates were scaled from a topographic map and have
 FR0502.an estimated accuracy of +/- 6 seconds.
 FR0502
 FR0502.The orthometric height was determined by differential leveling
 FR0502.and adjusted in June 1991.
 FR0502
 FR0502.The geoid height was determined by GEOID03.
 FR0502
 FR0502.The dynamic height is computed by dividing the NAVD 88
 FR0502.geopotential number by the normal gravity value computed on the
 FR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0502.degrees latitude (g = 980.6199 gals.).
 FR0502
 FR0502.The modeled gravity was interpolated from observed gravity values.
 FR0502
 FR0502;                    North         East    Units  Estimated Accuracy
 FR0502;SPC AZ W     -   473,130.      193,900.      MT  (+/- 180 meters Scaled)
 FR0502
 FR0502                          SUPERSEDED SURVEY CONTROL
 FR0502
 FR0502  NGVD 29 (??/??/92) 1009.453  (m)         3311.85   (f) ADJ UNCH    1 2
 FR0502
 FR0502.Superseded values are not recommended for survey control.
 FR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0502.See file dsdata.txt to determine how the superseded data were derived.
 FR0502
 FR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE303065(NAD 83)
 FR0502_MARKER: DD = SURVEY DISK
 FR0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0502_SP_SET: CULVERT
 FR0502_STAMPING: 3312.21 390+12 34
 FR0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0502
 FR0502  HISTORY     - Date     Condition        Report By
 FR0502  HISTORY     - UNK      MONUMENTED       AZHD
 FR0502  HISTORY     - 1945     GOOD             NGS
 FR0502  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0502
 FR0502                          STATION DESCRIPTION
 FR0502
 FR0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FR0502'IN KINGMAN AIRPORT.
 FR0502'AT KINGMAN AIRPORT, MOHAVE COUNTY, 0.2 MILE SOUTHWEST ALONG U.S.
 FR0502'HIGHWAY 66 FROM THE JUNCTION OF A PAVED DRIVE LEADING TO THE MAIN
 FR0502'GATE, AT A LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 FR0502'SOUTHEAST HEADWALL, AND 14.6 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FR0502'HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 FR0502'3312.21 390+12 34.
 FR0502
 FR0502                          STATION RECOVERY (1982)
 FR0502
 FR0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0502'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0878 ***********************************************************************
 CG0878  DESIGNATION -  3316.19
 CG0878  PID         -  CG0878
 CG0878  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0878  USGS QUAD   -  TUBAC (1981)
 CG0878
 CG0878                         *CURRENT SURVEY CONTROL
 CG0878  ___________________________________________________________________
 CG0878* NAD 83(1986)-  31 32 12.     (N)    111 02 09.     (W)     SCALED    
 CG0878* NAVD 88     -      1011.600  (meters)    3318.89   (feet)  ADJUSTED  
 CG0878  ___________________________________________________________________
 CG0878  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0878  DYNAMIC HT  -        1010.070 (meters)    3313.87  (feet)  COMP
 CG0878  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 CG0878
 CG0878  VERT ORDER  -  FIRST     CLASS II
 CG0878
 CG0878.The horizontal coordinates were scaled from a topographic map and have
 CG0878.an estimated accuracy of +/- 6 seconds.
 CG0878
 CG0878.The orthometric height was determined by differential leveling
 CG0878.and adjusted in June 1991.
 CG0878
 CG0878.The geoid height was determined by GEOID03.
 CG0878
 CG0878.The dynamic height is computed by dividing the NAVD 88
 CG0878.geopotential number by the normal gravity value computed on the
 CG0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0878.degrees latitude (g = 980.6199 gals.).
 CG0878
 CG0878.The modeled gravity was interpolated from observed gravity values.
 CG0878
 CG0878;                    North         East    Units  Estimated Accuracy
 CG0878;SPC AZ C     -    59,830.      297,000.      MT  (+/- 180 meters Scaled)
 CG0878
 CG0878                          SUPERSEDED SURVEY CONTROL
 CG0878
 CG0878.No superseded survey control is available for this station.
 CG0878
 CG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV965890(NAD 83)
 CG0878_MARKER: DB = BENCH MARK DISK
 CG0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0878_SP_SET: HEADWALL
 CG0878_STAMPING: STA. 875+25 3316.19 78
 CG0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0878+STABILITY: SURFACE MOTION
 CG0878
 CG0878  HISTORY     - Date     Condition        Report By
 CG0878  HISTORY     - 1978     MONUMENTED       AZDT
 CG0878  HISTORY     - 1980     GOOD             NGS
 CG0878  HISTORY     - 19981006 GOOD             USPSQD
 CG0878
 CG0878                          STATION DESCRIPTION
 CG0878
 CG0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0878'3.9 KM SE FROM TUMACACORI.
 CG0878'3.9 KILOMETERS (2.4 MILES) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0878'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, AT A
 CG0878'7-CHANNEL PIPE CULVERT, IN TOP AND THE CENTER OF THE NORTHEAST
 CG0878'HEADWALL, 8.1 METERS (26.5 FEET) NORTHEAST OF THE CENTERLINE OF
 CG0878'THE ROAD AND 9.0 METERS (29.5 FEET) NORTHWEST OF THE SOUTHEAST END
 CG0878'OF THE HEADWALL.
 CG0878'THE MARK IS 1 M BELOW THE ROAD.
 CG0878
 CG0878                          STATION RECOVERY (1998)
 CG0878
 CG0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0469 ***********************************************************************
 ES0469  DESIGNATION -  3321.5
 ES0469  PID         -  ES0469
 ES0469  STATE/COUNTY-  AZ/YAVAPAI
 ES0469  USGS QUAD   -  CORNVILLE (1968)
 ES0469
 ES0469                         *CURRENT SURVEY CONTROL
 ES0469  ___________________________________________________________________
 ES0469* NAD 83(1986)-  34 38 36.     (N)    111 56 59.     (W)     SCALED    
 ES0469* NAVD 88     -      1013.438  (meters)    3324.92   (feet)  ADJUSTED  
 ES0469  ___________________________________________________________________
 ES0469  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 ES0469  DYNAMIC HT  -        1012.157 (meters)    3320.72  (feet)  COMP
 ES0469  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 ES0469
 ES0469  VERT ORDER  -  FIRST     CLASS II
 ES0469
 ES0469.The horizontal coordinates were scaled from a topographic map and have
 ES0469.an estimated accuracy of +/- 6 seconds.
 ES0469
 ES0469.The orthometric height was determined by differential leveling
 ES0469.and adjusted in June 1991.
 ES0469
 ES0469.The geoid height was determined by GEOID03.
 ES0469
 ES0469.The dynamic height is computed by dividing the NAVD 88
 ES0469.geopotential number by the normal gravity value computed on the
 ES0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0469.degrees latitude (g = 980.6199 gals.).
 ES0469
 ES0469.The modeled gravity was interpolated from observed gravity values.
 ES0469
 ES0469;                    North         East    Units  Estimated Accuracy
 ES0469;SPC AZ C     -   404,010.      210,330.      MT  (+/- 180 meters Scaled)
 ES0469
 ES0469                          SUPERSEDED SURVEY CONTROL
 ES0469
 ES0469  NGVD 29 (??/??/92) 1012.709  (m)         3322.53   (f) ADJ UNCH    1 2
 ES0469
 ES0469.Superseded values are not recommended for survey control.
 ES0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0469.See file dsdata.txt to determine how the superseded data were derived.
 ES0469
 ES0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD129339(NAD 83)
 ES0469_MARKER: Q = CHISELED SQUARE
 ES0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0469_SP_SET: CULVERT
 ES0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0469
 ES0469  HISTORY     - Date     Condition        Report By
 ES0469  HISTORY     - UNK      MONUMENTED       USGS
 ES0469  HISTORY     - 1933     GOOD             NGS
 ES0469
 ES0469                          STATION DESCRIPTION
 ES0469
 ES0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0469'9.0 MI NW FROM CAMP VERDE.
 ES0469'9.0 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM CAMP
 ES0469'VERDE, YAVAPAI COUNTY, 2.9 MILES NORTHWEST OF THE OLD AULTMAN STORE,
 ES0469'AT A CULVERT, ON THE TOP OF THE WEST HEADWALL, AND 8 INCHES SOUTH OF
 ES0469'THE NORTH END OF THE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1258 ***********************************************************************
 DU1258  DESIGNATION -  3323 RESET
 DU1258  PID         -  DU1258
 DU1258  STATE/COUNTY-  AZ/GILA
 DU1258  USGS QUAD   -  GLOBE (1982)
 DU1258
 DU1258                         *CURRENT SURVEY CONTROL
 DU1258  ___________________________________________________________________
 DU1258* NAD 83(1986)-  33 24 57.     (N)    110 49 40.     (W)     SCALED    
 DU1258* NAVD 88     -      1010.699  (meters)    3315.93   (feet)  ADJUSTED  
 DU1258  ___________________________________________________________________
 DU1258  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU1258  DYNAMIC HT  -        1009.333 (meters)    3311.45  (feet)  COMP
 DU1258  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 DU1258
 DU1258  VERT ORDER  -  FIRST     CLASS II
 DU1258
 DU1258.The horizontal coordinates were scaled from a topographic map and have
 DU1258.an estimated accuracy of +/- 6 seconds.
 DU1258
 DU1258.The orthometric height was determined by differential leveling
 DU1258.and adjusted in June 1991.
 DU1258
 DU1258.The geoid height was determined by GEOID03.
 DU1258
 DU1258.The dynamic height is computed by dividing the NAVD 88
 DU1258.geopotential number by the normal gravity value computed on the
 DU1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1258.degrees latitude (g = 980.6199 gals.).
 DU1258
 DU1258.The modeled gravity was interpolated from observed gravity values.
 DU1258
 DU1258;                    North         East    Units  Estimated Accuracy
 DU1258;SPC AZ E     -   268,060.      151,870.      MT  (+/- 180 meters Scaled)
 DU1258
 DU1258                          SUPERSEDED SURVEY CONTROL
 DU1258
 DU1258.No superseded survey control is available for this station.
 DU1258
 DU1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB160974(NAD 83)
 DU1258_MARKER: DB = BENCH MARK DISK
 DU1258_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DU1258_SP_SET: UNSPECIFIED DEEP
 DU1258_STAMPING: 1M 1944 3323 RESET 1966
 DU1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1258+STABILITY: SURFACE MOTION
 DU1258
 DU1258  HISTORY     - Date     Condition        Report By
 DU1258  HISTORY     - 1966     MONUMENTED       USGS
 DU1258  HISTORY     - 1979     GOOD             NGS
 DU1258  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 DU1258  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU1258
 DU1258                          STATION DESCRIPTION
 DU1258
 DU1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1258'4.7 MI NW FROM GLOBE.
 DU1258'4.7 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAY 60 AND 70 FROM
 DU1258'THE GILA COUNTY COURTHOUSE IN GLOBE, AT THE JUNCTION OF STATE
 DU1258'HIGHWAY 88, 414 FEET WEST OF THE CENTERLINE OF THE STATE HIGHWAY,
 DU1258'204 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,  195 FEET
 DU1258'SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE CONCRETE CULVERT
 DU1258'UNDER THE HIGHWAY, 45 FEET NORTHWEST OF HIGHLINE POLE NUMBER 15,
 DU1258'AND 10.5 FEET NORTHWEST OF POWERLINE POLE NUMBER GK424 21A46G2.
 DU1258'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 DU1258'THE MARK IS 15 FT BELOW THE HIGHWAY.
 DU1258
 DU1258                          STATION RECOVERY (1995)
 DU1258
 DU1258'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1258'MARK NOT FOUND.
 DU1258
 DU1258                          STATION RECOVERY (2006)
 DU1258
 DU1258'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1258'THE WITNESS POST WAS LOCATED, BUT EXTENSIVE PROBING DID NOT REVEAL THE
 DU1258'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0253 ***********************************************************************
 DU0253  DESIGNATION -  3333
 DU0253  PID         -  DU0253
 DU0253  STATE/COUNTY-  AZ/GILA
 DU0253  USGS QUAD   -  GLOBE (1982)
 DU0253
 DU0253                         *CURRENT SURVEY CONTROL
 DU0253  ___________________________________________________________________
 DU0253* NAD 83(1986)-  33 24 40.     (N)    110 50 34.     (W)     SCALED    
 DU0253* NAVD 88     -      1016.69   (+/-2cm)    3335.6    (feet)  VERTCON   
 DU0253  ___________________________________________________________________
 DU0253  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DU0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0253
 DU0253.The horizontal coordinates were scaled from a topographic map and have
 DU0253.an estimated accuracy of +/- 6 seconds.
 DU0253
 DU0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0253.The vertical order pertains to the NGVD 29 superseded value.
 DU0253
 DU0253.The geoid height was determined by GEOID03.
 DU0253
 DU0253;                    North         East    Units  Estimated Accuracy
 DU0253;SPC AZ E     -   267,550.      150,480.      MT  (+/- 180 meters Scaled)
 DU0253
 DU0253                          SUPERSEDED SURVEY CONTROL
 DU0253
 DU0253  NGVD 29 (??/??/92) 1016.060  (m)         3333.52   (f) ADJ UNCH    2 0
 DU0253
 DU0253.Superseded values are not recommended for survey control.
 DU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0253.See file dsdata.txt to determine how the superseded data were derived.
 DU0253
 DU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB146968(NAD 83)
 DU0253_MARKER: DD = SURVEY DISK
 DU0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0253_SP_SET: HANDRAIL
 DU0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0253
 DU0253  HISTORY     - Date     Condition        Report By
 DU0253  HISTORY     - UNK      MONUMENTED       AZHD
 DU0253  HISTORY     - 1935     GOOD             NGS
 DU0253  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0253  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU0253
 DU0253                          STATION DESCRIPTION
 DU0253
 DU0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0253'IN CLAY POOL.
 DU0253'AT THE CONCRETE HIGHWAY BRIDGE ON U.S. HWY NO. 60, NEAR JUNE LODGE, ON
 DU0253'THE WEST END OF THE NORTH HANDRAIL.
 DU0253
 DU0253                          STATION RECOVERY (1979)
 DU0253
 DU0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0253'NOTE=BRIDGE HAS BEEN REMOVED.
 DU0253
 DU0253                          STATION RECOVERY (2006)
 DU0253
 DU0253'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0253'THERE IS NO BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0406 ***********************************************************************
 ET0406  DESIGNATION -  3345
 ET0406  PID         -  ET0406
 ET0406  STATE/COUNTY-  AZ/YAVAPAI
 ET0406  USGS QUAD   -  CONGRESS (1969)
 ET0406
 ET0406                         *CURRENT SURVEY CONTROL
 ET0406  ___________________________________________________________________
 ET0406* NAD 83(1986)-  34 14 29.     (N)    112 52 03.     (W)     SCALED    
 ET0406* NAVD 88     -      1022.753  (meters)    3355.48   (feet)  POSTED    
 ET0406  ___________________________________________________________________
 ET0406  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ET0406  DYNAMIC HT  -        1021.460 (meters)    3351.24  (feet)  COMP
 ET0406  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 ET0406
 ET0406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0406
 ET0406.The horizontal coordinates were scaled from a topographic map and have
 ET0406.an estimated accuracy of +/- 6 seconds.
 ET0406
 ET0406.The orthometric height was determined by differential leveling
 ET0406.and adjusted in November 2005.
 ET0406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0406.rate of 1.1 thru 2.0 mm/km.
 ET0406
 ET0406.The geoid height was determined by GEOID03.
 ET0406
 ET0406.The dynamic height is computed by dividing the NAVD 88
 ET0406.geopotential number by the normal gravity value computed on the
 ET0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0406.degrees latitude (g = 980.6199 gals.).
 ET0406
 ET0406.The modeled gravity was interpolated from observed gravity values.
 ET0406
 ET0406;                    North         East    Units  Estimated Accuracy
 ET0406;SPC AZ C     -   359,840.      125,770.      MT  (+/- 180 meters Scaled)
 ET0406
 ET0406                          SUPERSEDED SURVEY CONTROL
 ET0406
 ET0406  NGVD 29 (??/??/92) 1022.038  (m)         3353.14   (f) ADJ UNCH    2 0
 ET0406
 ET0406.Superseded values are not recommended for survey control.
 ET0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0406.See file dsdata.txt to determine how the superseded data were derived.
 ET0406
 ET0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC280904(NAD 83)
 ET0406_MARKER: P = PIPE CAP
 ET0406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0406+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0406
 ET0406  HISTORY     - Date     Condition        Report By
 ET0406  HISTORY     - UNK      MONUMENTED       USGS
 ET0406  HISTORY     - 1933     GOOD             NGS
 ET0406  HISTORY     - 20080526 GOOD             GEOCAC
 ET0406
 ET0406                          STATION DESCRIPTION
 ET0406
 ET0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0406'6.7 MI S FROM DATE.
 ET0406'IRON POST, AT SIDE OF A.T. AND S.F. RY., 0.2 MILES NORTH OF STATION
 ET0406'SIGN PIEDMONT, ON TOP OF ROUND KNOLL, 200 FEET NORTHEAST OF RAILROAD
 ET0406'CENTER-LINE, 90 FEET WEST OF HIGHWAY CENTER-LINE.
 ET0406
 ET0406                          STATION RECOVERY (2008)
 ET0406
 ET0406'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0406'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0406'14.493' W112 52.052'. NOTE-TOP OF CAP PUSHED DOWN (CONCAVE) AT TIME OF
 ET0406'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1556 ***********************************************************************
 CZ1556  DESIGNATION -  3353+97
 CZ1556  PID         -  CZ1556
 CZ1556  STATE/COUNTY-  AZ/PINAL
 CZ1556  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1556
 CZ1556                         *CURRENT SURVEY CONTROL
 CZ1556  ___________________________________________________________________
 CZ1556* NAD 83(1986)-  32 49 20.     (N)    111 41 29.     (W)     SCALED    
 CZ1556* NAVD 88     -       449.07   (+/-2cm)    1473.3    (feet)  VERTCON   
 CZ1556  ___________________________________________________________________
 CZ1556  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1556  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1556
 CZ1556.The horizontal coordinates were scaled from a topographic map and have
 CZ1556.an estimated accuracy of +/- 6 seconds.
 CZ1556
 CZ1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1556.The vertical order pertains to the NGVD 29 superseded value.
 CZ1556
 CZ1556.The geoid height was determined by GEOID03.
 CZ1556
 CZ1556;                    North         East    Units  Estimated Accuracy
 CZ1556;SPC AZ C     -   202,060.      234,450.      MT  (+/- 180 meters Scaled)
 CZ1556
 CZ1556                          SUPERSEDED SURVEY CONTROL
 CZ1556
 CZ1556  NGVD 29 (??/??/92)  448.526  (m)         1471.54   (f) ADJ UNCH    1 2
 CZ1556
 CZ1556.Superseded values are not recommended for survey control.
 CZ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1556.See file dsdata.txt to determine how the superseded data were derived.
 CZ1556
 CZ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB352317(NAD 83)
 CZ1556_MARKER: DD = SURVEY DISK
 CZ1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1556_SP_SET: POST
 CZ1556_STAMPING: 3353+97
 CZ1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1556
 CZ1556  HISTORY     - Date     Condition        Report By
 CZ1556  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1556  HISTORY     - 1975     GOOD             AZDT
 CZ1556  HISTORY     - 1975     GOOD             AZDT
 CZ1556  HISTORY     - 1975     GOOD             AZDT
 CZ1556  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1556
 CZ1556                          STATION DESCRIPTION
 CZ1556
 CZ1556'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1556'6 MI SE FROM CASA BLANCA.
 CZ1556'FROM MILEPOST 177, EAST FOR 0.75 MILES AND TO THE STATION ON THE
 CZ1556'RIGHT.  ALONG THE SOUTH R/W FENCE.  4 FT. WEST OF A R/W ANGLE IRON,
 CZ1556'STENCILED, POT 3353+97.05.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1556'BRASS CAP, SET IN AN 8 IN. POST, UP 0.45 FT.
 CZ1556
 CZ1556                          STATION RECOVERY (1975)
 CZ1556
 CZ1556'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1556'FROM MILEPOST 177, EAST FOR 0.75 MILES AND TO THE STATION ON THE
 CZ1556'RIGHT.  ALONG THE SOUTH R/W FENCE.  4 FT. WEST OF A R/W ANGLE IRON,
 CZ1556'STENCILED, POT 3353+97.05.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1556'BRASS CAP, SET IN AN 8 IN. POST, UP 0.45 FT.
 CZ1556
 CZ1556                          STATION RECOVERY (1975)
 CZ1556
 CZ1556'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1556'FROM MILEPOST 177, EAST FOR 0.75 MILES AND TO THE STATION ON THE
 CZ1556'RIGHT.  ALONG THE SOUTH R/W FENCE.  4 FT. WEST OF A R/W ANGLE IRON,
 CZ1556'STENCILED, POT 3353+97.05.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1556'BRASS CAP, SET IN AN 8 IN. POST, UP 0.45 FT.
 CZ1556
 CZ1556                          STATION RECOVERY (2007)
 CZ1556
 CZ1556'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0600 ***********************************************************************
 CG0600  DESIGNATION -  3355.64
 CG0600  PID         -  CG0600
 CG0600  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0600  USGS QUAD   -  TUBAC (1981)
 CG0600
 CG0600                         *CURRENT SURVEY CONTROL
 CG0600  ___________________________________________________________________
 CG0600* NAD 83(1986)-  31 31 34.     (N)    111 01 21.     (W)     SCALED    
 CG0600* NAVD 88     -      1023.55   (+/-2cm)    3358.1    (feet)  VERTCON   
 CG0600  ___________________________________________________________________
 CG0600  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0600
 CG0600.The horizontal coordinates were scaled from a topographic map and have
 CG0600.an estimated accuracy of +/- 6 seconds.
 CG0600
 CG0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0600.The vertical order pertains to the NGVD 29 superseded value.
 CG0600
 CG0600.The geoid height was determined by GEOID03.
 CG0600
 CG0600;                    North         East    Units  Estimated Accuracy
 CG0600;SPC AZ C     -    58,670.      298,280.      MT  (+/- 180 meters Scaled)
 CG0600
 CG0600                          SUPERSEDED SURVEY CONTROL
 CG0600
 CG0600  NGVD 29 (??/??/92) 1022.694  (m)         3355.29   (f) ADJ UNCH    2 0
 CG0600
 CG0600.Superseded values are not recommended for survey control.
 CG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0600.See file dsdata.txt to determine how the superseded data were derived.
 CG0600
 CG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV978879(NAD 83)
 CG0600_MARKER: DD = SURVEY DISK
 CG0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0600_SP_SET: BRIDGE
 CG0600_STAMPING: 3355.64 818-79.90 1951
 CG0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0600
 CG0600  HISTORY     - Date     Condition        Report By
 CG0600  HISTORY     - 1951     MONUMENTED       AZHD
 CG0600  HISTORY     - 1959     GOOD             NGS
 CG0600  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0600
 CG0600                          STATION DESCRIPTION
 CG0600
 CG0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0600'14.0 MI N FROM NOGALES.
 CG0600'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0600'RAILROAD TRACKS, THENCE 14.1 MILES NORTH ALONG U.S. HIGHWAY 89, 0.45
 CG0600'MILE NORTH OF MILEPOST 15, 22 FEET WEST OF THE CENTER OF THE HIGHWAY,
 CG0600'CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A 7 FOOT CONCRETE
 CG0600'BRIDGE.
 CG0600
 CG0600                          STATION RECOVERY (1980)
 CG0600
 CG0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0600'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  BELIEVED DESTROYED BY
 CG0600'CONSTRUCTION OF INTERSTATE 19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0171 ***********************************************************************
 ES0171  DESIGNATION -  336+00
 ES0171  PID         -  ES0171
 ES0171  STATE/COUNTY-  AZ/NAVAJO
 ES0171  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0171
 ES0171                         *CURRENT SURVEY CONTROL
 ES0171  ___________________________________________________________________
 ES0171* NAD 83(1986)-  34 15 34.     (N)    110 00 11.     (W)     SCALED    
 ES0171* NAVD 88     -      1957.928  (meters)    6423.64   (feet)  ADJUSTED  
 ES0171  ___________________________________________________________________
 ES0171  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0171  DYNAMIC HT  -        1955.014 (meters)    6414.08  (feet)  COMP
 ES0171  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 ES0171
 ES0171  VERT ORDER  -  FIRST     CLASS II
 ES0171
 ES0171.The horizontal coordinates were scaled from a topographic map and have
 ES0171.an estimated accuracy of +/- 6 seconds.
 ES0171
 ES0171.The orthometric height was determined by differential leveling
 ES0171.and adjusted in June 1991.
 ES0171
 ES0171.The geoid height was determined by GEOID03.
 ES0171
 ES0171.The dynamic height is computed by dividing the NAVD 88
 ES0171.geopotential number by the normal gravity value computed on the
 ES0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0171.degrees latitude (g = 980.6199 gals.).
 ES0171
 ES0171.The modeled gravity was interpolated from observed gravity values.
 ES0171
 ES0171;                    North         East    Units  Estimated Accuracy
 ES0171;SPC AZ E     -   361,440.      228,430.      MT  (+/- 180 meters Scaled)
 ES0171
 ES0171                          SUPERSEDED SURVEY CONTROL
 ES0171
 ES0171  NGVD 29 (??/??/92) 1957.002  (m)         6420.60   (f) ADJ UNCH    1 2
 ES0171
 ES0171.Superseded values are not recommended for survey control.
 ES0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0171.See file dsdata.txt to determine how the superseded data were derived.
 ES0171
 ES0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC917913(NAD 83)
 ES0171_MARKER: DD = SURVEY DISK
 ES0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0171_STAMPING: 336+00 6228.60 1935
 ES0171_MARK LOGO: BPR   
 ES0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0171
 ES0171  HISTORY     - Date     Condition        Report By
 ES0171  HISTORY     - 1935     MONUMENTED       BPR
 ES0171  HISTORY     - 1972     GOOD             USGS
 ES0171  HISTORY     - 1983     GOOD             NGS
 ES0171
 ES0171                          STATION DESCRIPTION
 ES0171
 ES0171'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0171'1.9 MI E FROM SHOW LOW.
 ES0171'FROM THE SHOW LOW P.O. 1.9 MI. E. OF ALONG US 60 HIGHWAY TO T ROAD N.
 ES0171'(ACCESS TO SHOW LOW AIRPORT).  BM IS 66 FT. S. OF CENTERLINE HIGHWAY
 ES0171'AND 105 FT. SE OF CENTER OF INTERSECTION, 35 FT. N. OF R/W FENCE, 0.8
 ES0171'FT. S. OF METAL WITNESS POST, AND LEVEL WITH HIGHWAY OPPOSITE.  BM IS
 ES0171'A STANDARD USBPR DISK SET IN 2 IN. IRON PIPE PROJECTING 10 IN.
 ES0171
 ES0171                          STATION RECOVERY (1983)
 ES0171
 ES0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1753 ***********************************************************************
 DU1753  DESIGNATION -  336+01.89
 DU1753  PID         -  DU1753
 DU1753  STATE/COUNTY-  AZ/MARICOPA
 DU1753  USGS QUAD   -  CURRYS CORNER (1982)
 DU1753
 DU1753                         *CURRENT SURVEY CONTROL
 DU1753  ___________________________________________________________________
 DU1753* NAD 83(1986)-  33 39 07.     (N)    111 57 51.     (W)     SCALED    
 DU1753* NAVD 88     -       466.266  (meters)    1529.74   (feet)  ADJUSTED  
 DU1753  ___________________________________________________________________
 DU1753  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1753  DYNAMIC HT  -         465.710 (meters)    1527.92  (feet)  COMP
 DU1753  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 DU1753
 DU1753  VERT ORDER  -  SECOND    CLASS I
 DU1753
 DU1753.The horizontal coordinates were scaled from a topographic map and have
 DU1753.an estimated accuracy of +/- 6 seconds.
 DU1753
 DU1753.The orthometric height was determined by differential leveling
 DU1753.and adjusted in November 1993.
 DU1753
 DU1753.The geoid height was determined by GEOID03.
 DU1753
 DU1753.The dynamic height is computed by dividing the NAVD 88
 DU1753.geopotential number by the normal gravity value computed on the
 DU1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1753.degrees latitude (g = 980.6199 gals.).
 DU1753
 DU1753.The modeled gravity was interpolated from observed gravity values.
 DU1753
 DU1753;                    North         East    Units  Estimated Accuracy
 DU1753;SPC AZ C     -   294,050.      208,950.      MT  (+/- 180 meters Scaled)
 DU1753
 DU1753                          SUPERSEDED SURVEY CONTROL
 DU1753
 DU1753.No superseded survey control is available for this station.
 DU1753
 DU1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC105239(NAD 83)
 DU1753_MARKER: DD = SURVEY DISK
 DU1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1753_SP_SET: CONCRETE POST
 DU1753_STAMPING: 336+01.89
 DU1753_MARK LOGO: BOR   
 DU1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1753+STABILITY: SURFACE MOTION
 DU1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1753+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DU1753
 DU1753  HISTORY     - Date     Condition        Report By
 DU1753  HISTORY     - UNK      MONUMENTED       BOR
 DU1753  HISTORY     - 1984     GOOD             AZDT
 DU1753  HISTORY     - 20040628 GOOD             CAP
 DU1753  HISTORY     - 20070101 MARK NOT FOUND   GEOCAC
 DU1753
 DU1753                          STATION DESCRIPTION
 DU1753
 DU1753'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1753'IN PHOENIX.
 DU1753'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1753'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1753'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1753'FENCE OF THE CANAL FOR 7.08 KM (4.40 MI) TO THE MARK, 6.10 METERS
 DU1753'(20.0 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 38.1 METERS
 DU1753'(125.0 FT) SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1753'CONCRETE POST.
 DU1753
 DU1753                          STATION RECOVERY (2004)
 DU1753
 DU1753'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1753'RECOVERED IN GOOD CONDITION.
 DU1753
 DU1753                          STATION RECOVERY (2007)
 DU1753
 DU1753'RECOVERY NOTE BY GEOCACHING 2007 (MDR)
 DU1753'WAS UNABLE TO LOCATE BUT IT VERY WELL MIGHT BE UNDER ABOUT 4 INCHES OF
 DU1753'SOIL. I WILL RETURN WITH A METAL DETECTOR TO SEE IF I CAN LOCATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0417 ***********************************************************************
 ET0417  DESIGNATION -  3367
 ET0417  PID         -  ET0417
 ET0417  STATE/COUNTY-  AZ/YAVAPAI
 ET0417  USGS QUAD   -  DATE (1969)
 ET0417
 ET0417                         *CURRENT SURVEY CONTROL
 ET0417  ___________________________________________________________________
 ET0417* NAD 83(1986)-  34 18 32.     (N)    112 55 04.     (W)     SCALED    
 ET0417* NAVD 88     -      1029.497  (meters)    3377.61   (feet)  POSTED    
 ET0417  ___________________________________________________________________
 ET0417  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ET0417  DYNAMIC HT  -        1028.190 (meters)    3373.32  (feet)  COMP
 ET0417  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 ET0417
 ET0417  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0417
 ET0417.The horizontal coordinates were scaled from a topographic map and have
 ET0417.an estimated accuracy of +/- 6 seconds.
 ET0417
 ET0417.The orthometric height was determined by differential leveling
 ET0417.and adjusted in November 2005.
 ET0417.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0417.rate of 1.1 thru 2.0 mm/km.
 ET0417
 ET0417.The geoid height was determined by GEOID03.
 ET0417
 ET0417.The dynamic height is computed by dividing the NAVD 88
 ET0417.geopotential number by the normal gravity value computed on the
 ET0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0417.degrees latitude (g = 980.6199 gals.).
 ET0417
 ET0417.The modeled gravity was interpolated from observed gravity values.
 ET0417
 ET0417;                    North         East    Units  Estimated Accuracy
 ET0417;SPC AZ C     -   367,370.      121,220.      MT  (+/- 180 meters Scaled)
 ET0417
 ET0417                          SUPERSEDED SURVEY CONTROL
 ET0417
 ET0417  NGVD 29 (??/??/92) 1028.781  (m)         3375.26   (f) ADJ UNCH    2 0
 ET0417
 ET0417.Superseded values are not recommended for survey control.
 ET0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0417.See file dsdata.txt to determine how the superseded data were derived.
 ET0417
 ET0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC235980(NAD 83)
 ET0417_MARKER: P = PIPE CAP
 ET0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0417+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0417
 ET0417  HISTORY     - Date     Condition        Report By
 ET0417  HISTORY     - UNK      MONUMENTED       USGS
 ET0417  HISTORY     - 1933     GOOD             NGS
 ET0417  HISTORY     - 20080526 GOOD             GEOCAC
 ET0417
 ET0417                          STATION DESCRIPTION
 ET0417
 ET0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0417'IN DATE.
 ET0417'NEAR SOUTH END OF SIDING.  IRON POST, 0.2 MILES NORTHWEST OF STEEL
 ET0417'WATER TOWER, 1000 FEET NORTHWEST OF COTTONWOOD CREEK, ON TOP OF KNOLL,
 ET0417'150 FEET SOUTHWEST OF RAILROAD CENTER-LINE, 150 FEET NORTHEAST OF
 ET0417'COUNTY ROAD CENTER-LINE.
 ET0417
 ET0417                          STATION RECOVERY (2008)
 ET0417
 ET0417'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0417'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0417'18.543' W112 55.066'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0472 ***********************************************************************
 ES0472  DESIGNATION -  3370.2
 ES0472  PID         -  ES0472
 ES0472  STATE/COUNTY-  AZ/YAVAPAI
 ES0472  USGS QUAD   -  CORNVILLE (1968)
 ES0472
 ES0472                         *CURRENT SURVEY CONTROL
 ES0472  ___________________________________________________________________
 ES0472* NAD 83(1986)-  34 39 42.     (N)    111 58 22.     (W)     SCALED    
 ES0472* NAVD 88     -      1028.261  (meters)    3373.55   (feet)  ADJUSTED  
 ES0472  ___________________________________________________________________
 ES0472  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 ES0472  DYNAMIC HT  -        1026.958 (meters)    3369.28  (feet)  COMP
 ES0472  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 ES0472
 ES0472  VERT ORDER  -  FIRST     CLASS II
 ES0472
 ES0472.The horizontal coordinates were scaled from a topographic map and have
 ES0472.an estimated accuracy of +/- 6 seconds.
 ES0472
 ES0472.The orthometric height was determined by differential leveling
 ES0472.and adjusted in June 1991.
 ES0472
 ES0472.The geoid height was determined by GEOID03.
 ES0472
 ES0472.The dynamic height is computed by dividing the NAVD 88
 ES0472.geopotential number by the normal gravity value computed on the
 ES0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0472.degrees latitude (g = 980.6199 gals.).
 ES0472
 ES0472.The modeled gravity was interpolated from observed gravity values.
 ES0472
 ES0472;                    North         East    Units  Estimated Accuracy
 ES0472;SPC AZ C     -   406,050.      208,220.      MT  (+/- 180 meters Scaled)
 ES0472
 ES0472                          SUPERSEDED SURVEY CONTROL
 ES0472
 ES0472  NGVD 29 (??/??/92) 1027.523  (m)         3371.13   (f) ADJ UNCH    1 2
 ES0472
 ES0472.Superseded values are not recommended for survey control.
 ES0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0472.See file dsdata.txt to determine how the superseded data were derived.
 ES0472
 ES0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD108359(NAD 83)
 ES0472_MARKER: O = CHISELED CIRCLE
 ES0472_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0472_SP_SET: UNSPEC. ROCK
 ES0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0472
 ES0472  HISTORY     - Date     Condition        Report By
 ES0472  HISTORY     - UNK      MONUMENTED       USGS
 ES0472  HISTORY     - 1933     GOOD             NGS
 ES0472
 ES0472                          STATION DESCRIPTION
 ES0472
 ES0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0472'8.2 MI SE FROM COTTONWOOD.
 ES0472'AT SIDE OF HIGHWAY, 4.9 MILES NORTHWEST OF OLD AULTMAN STORE, NORTH
 ES0472'SIDE OF LARGE WASH, 30 FEET WEST OF HIGHWAY CENTER-LINE, ON TOP OF
 ES0472'ROCK PAINTED U.S.B.M. 3370.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0522 ***********************************************************************
 FR0522  DESIGNATION -  3371
 FR0522  PID         -  FR0522
 FR0522  STATE/COUNTY-  AZ/MOHAVE
 FR0522  USGS QUAD   -  ANTARES (1980)
 FR0522
 FR0522                         *CURRENT SURVEY CONTROL
 FR0522  ___________________________________________________________________
 FR0522* NAD 83(1986)-  35 25 39.     (N)    113 46 03.     (W)     SCALED    
 FR0522* NAVD 88     -      1028.222  (meters)    3373.43   (feet)  POSTED    
 FR0522  ___________________________________________________________________
 FR0522  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FR0522  DYNAMIC HT  -        1027.010 (meters)    3369.45  (feet)  COMP
 FR0522  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 FR0522
 FR0522  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0522
 FR0522.The horizontal coordinates were scaled from a topographic map and have
 FR0522.an estimated accuracy of +/- 6 seconds.
 FR0522
 FR0522.The orthometric height was determined by differential leveling
 FR0522.and adjusted by the  in 1992.
 FR0522.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0522.rate of 1.1 thru 2.0 mm/km.
 FR0522
 FR0522.The geoid height was determined by GEOID03.
 FR0522
 FR0522.The dynamic height is computed by dividing the NAVD 88
 FR0522.geopotential number by the normal gravity value computed on the
 FR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0522.degrees latitude (g = 980.6199 gals.).
 FR0522
 FR0522.The modeled gravity was interpolated from observed gravity values.
 FR0522
 FR0522;                    North         East    Units  Estimated Accuracy
 FR0522;SPC AZ W     -   491,020.      211,770.      MT  (+/- 180 meters Scaled)
 FR0522
 FR0522                          SUPERSEDED SURVEY CONTROL
 FR0522
 FR0522  NGVD 29 (??/??/92) 1027.427  (m)         3370.82   (f) ADJ UNCH    1 1
 FR0522
 FR0522.Superseded values are not recommended for survey control.
 FR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0522.See file dsdata.txt to determine how the superseded data were derived.
 FR0522
 FR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE487239(NAD 83)
 FR0522_MARKER: DD = SURVEY DISK
 FR0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0522_STAMPING: 3371 1920
 FR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0522+STABILITY: SURFACE MOTION
 FR0522
 FR0522  HISTORY     - Date     Condition        Report By
 FR0522  HISTORY     - 1920     MONUMENTED       USGS
 FR0522  HISTORY     - 1940     GOOD             NGS
 FR0522  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0522
 FR0522                          STATION DESCRIPTION
 FR0522
 FR0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0522'4.7 MI N FROM HACKBERRY.
 FR0522'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0522'HACKBERRY, PROCEED NORTHWARD ALONG THE ROAD TOWARD PIERCES FERRY, GO
 FR0522'4.7 MILES.  BENCH MARK IS 0.1 MILE WEST OF A RESERVOIR. 36 FEET WEST
 FR0522'OF THE CENTER LINE OF THE ROAD. 2.6 FEET EAST OF A 4 X 4 INCH WHITE
 FR0522'WOODEN POST PROJECTING 2.0 FEET.  A U S GEOLOGICAL DISK IN CONCRETE
 FR0522'POST FLUSH WITH THE GROUND AND SURROUNDED BY SMALL ROCKS.
 FR0522
 FR0522                          STATION RECOVERY (1982)
 FR0522
 FR0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0522'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0779 ***********************************************************************
 CG0779  DESIGNATION -  3376.2
 CG0779  PID         -  CG0779
 CG0779  STATE/COUNTY-  AZ/PIMA
 CG0779  USGS QUAD   -  FRESNO WASH (1982)
 CG0779
 CG0779                         *CURRENT SURVEY CONTROL
 CG0779  ___________________________________________________________________
 CG0779* NAD 83(1986)-  31 49 05.     (N)    111 29 20.     (W)     SCALED    
 CG0779* NAVD 88     -      1029.65   (+/-2cm)    3378.1    (feet)  VERTCON   
 CG0779  ___________________________________________________________________
 CG0779  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CG0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0779
 CG0779.The horizontal coordinates were scaled from a topographic map and have
 CG0779.an estimated accuracy of +/- 6 seconds.
 CG0779
 CG0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0779.The vertical order pertains to the NGVD 29 superseded value.
 CG0779
 CG0779.The geoid height was determined by GEOID03.
 CG0779
 CG0779;                    North         East    Units  Estimated Accuracy
 CG0779;SPC AZ C     -    90,770.      253,860.      MT  (+/- 180 meters Scaled)
 CG0779
 CG0779                          SUPERSEDED SURVEY CONTROL
 CG0779
 CG0779  NGVD 29 (??/??/92) 1028.883  (m)         3375.59   (f) ADJ UNCH    2 0
 CG0779
 CG0779.Superseded values are not recommended for survey control.
 CG0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0779.See file dsdata.txt to determine how the superseded data were derived.
 CG0779
 CG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA537203(NAD 83)
 CG0779_MARKER: Q = CHISELED SQUARE
 CG0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0779_SP_SET: FOUNDATION
 CG0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0779
 CG0779  HISTORY     - Date     Condition        Report By
 CG0779  HISTORY     - UNK      MONUMENTED       USGS
 CG0779  HISTORY     - 1952     GOOD             NGS
 CG0779
 CG0779                          STATION DESCRIPTION
 CG0779
 CG0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0779'24.1 MI SW FROM THREE POINTS.
 CG0779'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0779'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 3.5 MILES WEST
 CG0779'ALONG THE ELKHORN RANCH ROAD, AT A CATTLE GUARD AND FENCE LINE, ON TOP
 CG0779'OF THE SOUTH END OF THE EAST CONCRETE FOUNDATION OF THE CATTLE GUARD,
 CG0779'A METAL TAG STAMPED 3376.2 ATTACHED ON THE CATTLE GUARD, 5 1/2 FEET
 CG0779'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.2 FOOT SOUTHEAST OF THE
 CG0779'SOUTHEAST EDGE OF A STEEL RAIL, OF CATTLE GUARD, AND ABOUT LEVEL WITH
 CG0779'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0241 ***********************************************************************
 ET0241  DESIGNATION -  3388
 ET0241  PID         -  ET0241
 ET0241  STATE/COUNTY-  AZ/YAVAPAI
 ET0241  USGS QUAD   -  JOES HILL (1969)
 ET0241
 ET0241                         *CURRENT SURVEY CONTROL
 ET0241  ___________________________________________________________________
 ET0241* NAD 83(1986)-  34 13 15.     (N)    112 06 42.     (W)     SCALED    
 ET0241* NAVD 88     -      1033.36   (+/-2cm)    3390.3    (feet)  VERTCON   
 ET0241  ___________________________________________________________________
 ET0241  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 ET0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0241
 ET0241.The horizontal coordinates were scaled from a topographic map and have
 ET0241.an estimated accuracy of +/- 6 seconds.
 ET0241
 ET0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0241.The vertical order pertains to the NGVD 29 superseded value.
 ET0241
 ET0241.The geoid height was determined by GEOID03.
 ET0241
 ET0241;                    North         East    Units  Estimated Accuracy
 ET0241;SPC AZ C     -   357,160.      195,390.      MT  (+/- 180 meters Scaled)
 ET0241
 ET0241                          SUPERSEDED SURVEY CONTROL
 ET0241
 ET0241  NGVD 29 (??/??/92) 1032.708  (m)         3388.14   (f) ADJ UNCH    2 0
 ET0241
 ET0241.Superseded values are not recommended for survey control.
 ET0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0241.See file dsdata.txt to determine how the superseded data were derived.
 ET0241
 ET0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC976872(NAD 83)
 ET0241_MARKER: DD = SURVEY DISK
 ET0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0241_SP_SET: BRIDGE
 ET0241_STAMPING: 3388.10 1949
 ET0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0241
 ET0241  HISTORY     - Date     Condition        Report By
 ET0241  HISTORY     - UNK      MONUMENTED       AZDT
 ET0241  HISTORY     - 1959     GOOD             NGS
 ET0241
 ET0241                          STATION DESCRIPTION
 ET0241
 ET0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0241'11.9 MI N FROM BLACK CANYON.
 ET0241'11.9 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0241'CANYON, 0.15 MILE SOUTH OF MILEPOST NUMBER 255, 24 FEET EAST OF THE
 ET0241'CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF
 ET0241'A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1068 ***********************************************************************
 DA1068  DESIGNATION -  339
 DA1068  PID         -  DA1068
 DA1068  STATE/COUNTY-  AZ/YUMA
 DA1068  USGS QUAD   -  MOHAWK (1982)
 DA1068
 DA1068                         *CURRENT SURVEY CONTROL
 DA1068  ___________________________________________________________________
 DA1068* NAD 83(1992)-  32 42 40.55807(N)    113 51 27.62566(W)     ADJUSTED  
 DA1068* NAVD 88     -       104.291  (meters)     342.16   (feet)  ADJUSTED  
 DA1068  ___________________________________________________________________
 DA1068  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 DA1068  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA1068  DYNAMIC HT  -         104.170 (meters)     341.76  (feet)  COMP
 DA1068  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DA1068
 DA1068  HORZ ORDER  -  SECOND
 DA1068  VERT ORDER  -  FIRST     CLASS II
 DA1068
 DA1068.The horizontal coordinates were established by classical geodetic methods
 DA1068.and adjusted by the National Geodetic Survey in August 1993.
 DA1068
 DA1068.The orthometric height was determined by differential leveling
 DA1068.and adjusted in June 1991.
 DA1068
 DA1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1068
 DA1068.The geoid height was determined by GEOID03.
 DA1068
 DA1068.The dynamic height is computed by dividing the NAVD 88
 DA1068.geopotential number by the normal gravity value computed on the
 DA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1068.degrees latitude (g = 980.6199 gals.).
 DA1068
 DA1068.The modeled gravity was interpolated from observed gravity values.
 DA1068
 DA1068;                    North         East     Units Scale Factor Converg.
 DA1068;SPC AZ W     -   189,745.063   203,265.561   MT  0.99993459   -0 03 29.5
 DA1068;SPC AZ W     -   622,523.17    666,881.76   iFT  0.99993459   -0 03 29.5
 DA1068;UTM  12      - 3,622,890.348   232,135.372   MT  1.00048484   -1 32 42.8
 DA1068
 DA1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1068!SPC AZ W     -   0.99998878  x   0.99993459  =   0.99992337
 DA1068!UTM  12      -   0.99998878  x   1.00048484  =   1.00047362
 DA1068
 DA1068                          SUPERSEDED SURVEY CONTROL
 DA1068
 DA1068  NAD 83(1986)-  32 42 40.55417(N)    113 51 27.63250(W) AD(       ) 2
 DA1068  NAD 27      -  32 42 40.38338(N)    113 51 24.89067(W) AD(       ) 2
 DA1068  NGVD 29 (07/19/86)  103.59   (m)          339.9    (f) LEVELING    3  
 DA1068
 DA1068.Superseded values are not recommended for survey control.
 DA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1068.See file dsdata.txt to determine how the superseded data were derived.
 DA1068
 DA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3213522890(NAD 83)
 DA1068_MARKER: P = PIPE CAP
 DA1068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1068_MARK LOGO: USGS  
 DA1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1068+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1068
 DA1068  HISTORY     - Date     Condition        Report By
 DA1068  HISTORY     - 1960     MONUMENTED       USGS
 DA1068  HISTORY     - 1962     GOOD             NGS
 DA1068  HISTORY     - 1981     GOOD             NGS
 DA1068  HISTORY     - 1981     GOOD             NGS
 DA1068  HISTORY     - 20090206 GOOD             GEOCAC
 DA1068
 DA1068                          STATION DESCRIPTION
 DA1068
 DA1068'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DA1068'A USGS BM, USED FOR PEMB REFERENCE MARK 2, IS A STANDARD USGS
 DA1068'BRASS CAP RIVITED TO THE TOP OF A 4-INCH IRON PIPE PROJECTING
 DA1068'10 INCHES AND IS 47 FEET NORTH OF THE SOUTHERN PACIFIC RAILROAD,
 DA1068'2.5 FEET WEST OF THE TELEGRAPH POLE AND 1.5 FEET EAST OF
 DA1068'A WHITE WOODEN WITNESS POST.
 DA1068
 DA1068                          STATION RECOVERY (1962)
 DA1068
 DA1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1068'5.5 MI E FROM TACNA.
 DA1068'ABOUT 5.5 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1068'TACNA.  OR ABOUT 6.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY
 DA1068'FROM THE STATION AT MOHAWK, 0.5 MILE WEST OF THE CROSSING OF THE
 DA1068'RAILROAD AND A TRAIL ROAD LEADING SOUTH TO TULE WELL, 0.35 MILE WEST
 DA1068'OF HIGHWAY MILEPOST 50, 112 FEET SOUTH OF THE CENTER LINE OF THE
 DA1068'HIGHWAY, 43 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 32.6 FEET
 DA1068'SOUTHEAST OF PEMB 1960, 2 1/2 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 DA1068'EAST OF A WOODEN WITNESS POST, ABOUT 2 1/I FEET BELOW THE LEVEL OF THE
 DA1068'TRACK, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH
 DA1068'PROJECTS 10 INCHES.
 DA1068
 DA1068                          STATION RECOVERY (1981)
 DA1068
 DA1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1068'RECOVERED IN GOOD CONDITION.
 DA1068
 DA1068                          STATION RECOVERY (1981)
 DA1068
 DA1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1068'RECOVERED IN GOOD CONDITION.
 DA1068
 DA1068                          STATION RECOVERY (2009)
 DA1068
 DA1068'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1068'RECOVERED IN GOOD CONDITION. THE REFERENCED TELEPHONE POLE IS GONE
 DA1068'BUT THE WITNESS POST IS STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0312 ***********************************************************************
 CZ0312  DESIGNATION -  3399
 CZ0312  PID         -  CZ0312
 CZ0312  STATE/COUNTY-  AZ/PINAL
 CZ0312  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0312
 CZ0312                         *CURRENT SURVEY CONTROL
 CZ0312  ___________________________________________________________________
 CZ0312* NAD 83(1986)-  32 34 02.     (N)    110 55 34.     (W)     SCALED    
 CZ0312* NAVD 88     -      1040.30   (+/-2cm)    3413.1    (feet)  VERTCON   
 CZ0312  ___________________________________________________________________
 CZ0312  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CZ0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0312
 CZ0312.The horizontal coordinates were scaled from a topographic map and have
 CZ0312.an estimated accuracy of +/- 6 seconds.
 CZ0312
 CZ0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0312.The vertical order pertains to the NGVD 29 superseded value.
 CZ0312
 CZ0312.The geoid height was determined by GEOID03.
 CZ0312
 CZ0312;                    North         East    Units  Estimated Accuracy
 CZ0312;SPC AZ C     -   174,190.      306,370.      MT  (+/- 180 meters Scaled)
 CZ0312
 CZ0312                          SUPERSEDED SURVEY CONTROL
 CZ0312
 CZ0312  NGVD 29 (??/??/92) 1039.588  (m)         3410.72   (f) ADJ UNCH    2 0
 CZ0312
 CZ0312.Superseded values are not recommended for survey control.
 CZ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0312.See file dsdata.txt to determine how the superseded data were derived.
 CZ0312
 CZ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB069033(NAD 83)
 CZ0312_MARKER: P = PIPE CAP
 CZ0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0312_STAMPING: 3399 NOGLS
 CZ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0312
 CZ0312  HISTORY     - Date     Condition        Report By
 CZ0312  HISTORY     - UNK      MONUMENTED       USGS
 CZ0312  HISTORY     - 1934     GOOD             NGS
 CZ0312
 CZ0312                          STATION DESCRIPTION
 CZ0312
 CZ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0312'10.6 MI SW FROM ORACLE.
 CZ0312'10.6 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY,
 CZ0312'1.1 MILES NORTHEAST OF WALNUT WELLS (NOW ORACLE JUNCTION), 0.1 MILE
 CZ0312'SOUTHWEST OF A DIP THROUGH A WASH, ON THE WEST SLOPE OF A RIDGE, AND
 CZ0312'25 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 CZ0312'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3399 NOGLS AND RIVETED ON THE
 CZ0312'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0652 ***********************************************************************
 CG0652  DESIGNATION -  3399.1
 CG0652  PID         -  CG0652
 CG0652  STATE/COUNTY-  AZ/PIMA
 CG0652  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0652
 CG0652                         *CURRENT SURVEY CONTROL
 CG0652  ___________________________________________________________________
 CG0652* NAD 83(1986)-  31 54 37.     (N)    111 40 17.     (W)     SCALED    
 CG0652* NAVD 88     -      1036.75   (+/-2cm)    3401.4    (feet)  VERTCON   
 CG0652  ___________________________________________________________________
 CG0652  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CG0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0652
 CG0652.The horizontal coordinates were scaled from a topographic map and have
 CG0652.an estimated accuracy of +/- 6 seconds.
 CG0652
 CG0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0652.The vertical order pertains to the NGVD 29 superseded value.
 CG0652
 CG0652.The geoid height was determined by GEOID03.
 CG0652
 CG0652;                    North         East    Units  Estimated Accuracy
 CG0652;SPC AZ C     -   100,950.      236,560.      MT  (+/- 180 meters Scaled)
 CG0652
 CG0652                          SUPERSEDED SURVEY CONTROL
 CG0652
 CG0652  NGVD 29 (??/??/92) 1035.977  (m)         3398.87   (f) ADJ UNCH    2 0
 CG0652
 CG0652.Superseded values are not recommended for survey control.
 CG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0652.See file dsdata.txt to determine how the superseded data were derived.
 CG0652
 CG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA365306(NAD 83)
 CG0652_MARKER: Q = CHISELED SQUARE
 CG0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0652_SP_SET: METAL TAG
 CG0652_STAMPING: 3399.1
 CG0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0652
 CG0652  HISTORY     - Date     Condition        Report By
 CG0652  HISTORY     - UNK      MONUMENTED       USGS
 CG0652  HISTORY     - 1952     GOOD             NGS
 CG0652
 CG0652                          STATION DESCRIPTION
 CG0652
 CG0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0652'20.45 MI E FROM SELLS.
 CG0652'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0652'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 7.35 MILES
 CG0652'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, AT A POINT WHERE THE ROAD
 CG0652'DROPS TO A WASH, 244 1/2 FEET SOUTHEAST AND ACROSS THE ROAD FROM B.M.
 CG0652'C 306, 161 FEET NORTHWEST OF THE CENTER OF THE ROAD AND WASH CROSSING
 CG0652'THE ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0652'1 FOOT HIGHER THAN THE ROAD, A METAL TAG ON A STAKE STAMPED 3399.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1578 ***********************************************************************
 DV1578  DESIGNATION -  34 A
 DV1578  PID         -  DV1578
 DV1578  STATE/COUNTY-  AZ/LA PAZ
 DV1578  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1578
 DV1578                         *CURRENT SURVEY CONTROL
 DV1578  ___________________________________________________________________
 DV1578* NAD 83(1986)-  33 34 52.     (N)    113 25 49.     (W)     SCALED    
 DV1578* NAVD 88     -       431.68   (+/-2cm)    1416.3    (feet)  VERTCON   
 DV1578  ___________________________________________________________________
 DV1578  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1578
 DV1578.The horizontal coordinates were scaled from a topographic map and have
 DV1578.an estimated accuracy of +/- 6 seconds.
 DV1578
 DV1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1578.The vertical order pertains to the NGVD 29 superseded value.
 DV1578
 DV1578.The geoid height was determined by GEOID03.
 DV1578
 DV1578;                    North         East    Units  Estimated Accuracy
 DV1578;SPC AZ W     -   286,250.      243,040.      MT  (+/- 180 meters Scaled)
 DV1578
 DV1578                          SUPERSEDED SURVEY CONTROL
 DV1578
 DV1578  NGVD 29 (??/??/92)  431.001  (m)         1414.04   (f) ADJ UNCH    2 0
 DV1578
 DV1578.Superseded values are not recommended for survey control.
 DV1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1578.See file dsdata.txt to determine how the superseded data were derived.
 DV1578
 DV1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC744183(NAD 83)
 DV1578_MARKER: DD = SURVEY DISK
 DV1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1578_STAMPING: 34 A 1962
 DV1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1578+STABILITY: SURFACE MOTION
 DV1578
 DV1578  HISTORY     - Date     Condition        Report By
 DV1578  HISTORY     - 1962     MONUMENTED       AZHD
 DV1578
 DV1578                          STATION DESCRIPTION
 DV1578
 DV1578'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1578'22.9 MI SE FROM SALOME.
 DV1578'0.5 MILE EAST-SOUTHEAST OF E 413 34 AN ARIZONA HIGHWAY DEPARTMENT
 DV1578'DISK STAMPED 34 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1578'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1578'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0824 ***********************************************************************
 FQ0824  DESIGNATION -  34 BKC
 FQ0824  PID         -  FQ0824
 FQ0824  STATE/COUNTY-  AZ/COCONINO
 FQ0824  USGS QUAD   -  WUPATKI SE (1969)
 FQ0824
 FQ0824                         *CURRENT SURVEY CONTROL
 FQ0824  ___________________________________________________________________
 FQ0824* NAD 83(1986)-  35 34 17.     (N)    111 17 03.     (W)     SCALED    
 FQ0824* NAVD 88     -      1310.143  (meters)    4298.36   (feet)  POSTED    
 FQ0824  ___________________________________________________________________
 FQ0824  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0824  DYNAMIC HT  -        1308.500 (meters)    4292.97  (feet)  COMP
 FQ0824  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 FQ0824
 FQ0824  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0824
 FQ0824.The horizontal coordinates were scaled from a topographic map and have
 FQ0824.an estimated accuracy of +/- 6 seconds.
 FQ0824
 FQ0824.The orthometric height was determined by differential leveling
 FQ0824.and adjusted by the  in 1992.
 FQ0824.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0824.rate of 0.0 thru 1.0 mm/km.
 FQ0824
 FQ0824.The geoid height was determined by GEOID03.
 FQ0824
 FQ0824.The dynamic height is computed by dividing the NAVD 88
 FQ0824.geopotential number by the normal gravity value computed on the
 FQ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0824.degrees latitude (g = 980.6199 gals.).
 FQ0824
 FQ0824.The modeled gravity was interpolated from observed gravity values.
 FQ0824
 FQ0824;                    North         East    Units  Estimated Accuracy
 FQ0824;SPC AZ C     -   507,150.      270,690.      MT  (+/- 180 meters Scaled)
 FQ0824
 FQ0824                          SUPERSEDED SURVEY CONTROL
 FQ0824
 FQ0824.No superseded survey control is available for this station.
 FQ0824
 FQ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE742364(NAD 83)
 FQ0824_MARKER: DB = BENCH MARK DISK
 FQ0824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0824_SP_SET: COPPER-CLAD STEEL ROD
 FQ0824_STAMPING: 34 BKC 1968
 FQ0824_MARK LOGO: USGS  
 FQ0824_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0824+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0824
 FQ0824  HISTORY     - Date     Condition        Report By
 FQ0824  HISTORY     - 1968     MONUMENTED       USGS
 FQ0824
 FQ0824                          STATION DESCRIPTION
 FQ0824
 FQ0824'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0824'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0824'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0824'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0824'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0824'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0824'4.9 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A T-ROAD
 FQ0824'SOUTH, 36 FEET SOUTH AND 86 FEET EAST OF THE CENTER OF THE ROAD
 FQ0824'JUNCTION.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0824'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1492 ***********************************************************************
 CZ1492  DESIGNATION -  34 DOR
 CZ1492  PID         -  CZ1492
 CZ1492  STATE/COUNTY-  AZ/PIMA
 CZ1492  USGS QUAD   -  TUCSON (1992)
 CZ1492
 CZ1492                         *CURRENT SURVEY CONTROL
 CZ1492  ___________________________________________________________________
 CZ1492* NAD 83(1986)-  32 12 57.     (N)    110 57 55.     (W)     SCALED    
 CZ1492* NAVD 88     -       734.031  (meters)    2408.23   (feet)  ADJUSTED  
 CZ1492  ___________________________________________________________________
 CZ1492  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1492  DYNAMIC HT  -         733.023 (meters)    2404.93  (feet)  COMP
 CZ1492  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 CZ1492
 CZ1492  VERT ORDER  -  FIRST     CLASS II
 CZ1492
 CZ1492.The horizontal coordinates were scaled from a topographic map and have
 CZ1492.an estimated accuracy of +/- 6 seconds.
 CZ1492
 CZ1492.The orthometric height was determined by differential leveling
 CZ1492.and adjusted in June 1991.
 CZ1492
 CZ1492.The geoid height was determined by GEOID03.
 CZ1492
 CZ1492.The dynamic height is computed by dividing the NAVD 88
 CZ1492.geopotential number by the normal gravity value computed on the
 CZ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1492.degrees latitude (g = 980.6199 gals.).
 CZ1492
 CZ1492.The modeled gravity was interpolated from observed gravity values.
 CZ1492
 CZ1492;                    North         East    Units  Estimated Accuracy
 CZ1492;SPC AZ C     -   135,200.      303,040.      MT  (+/- 180 meters Scaled)
 CZ1492
 CZ1492                          SUPERSEDED SURVEY CONTROL
 CZ1492
 CZ1492.No superseded survey control is available for this station.
 CZ1492
 CZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA032643(NAD 83)
 CZ1492_MARKER: DB = BENCH MARK DISK
 CZ1492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1492_SP_SET: CURB
 CZ1492_STAMPING: 34 DOR 1975
 CZ1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1492
 CZ1492  HISTORY     - Date     Condition        Report By
 CZ1492  HISTORY     - 1975     MONUMENTED       USGS
 CZ1492  HISTORY     - 1980     GOOD             NGS
 CZ1492  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 CZ1492
 CZ1492                          STATION DESCRIPTION
 CZ1492
 CZ1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1492'IN TUCSON.
 CZ1492'IN TUCSON AT THE SOUTHEAST CORNER OF FOURTH STREET AND FIFTEENTH
 CZ1492'STREET, IN TOP OF THE SOUTH CURB AT 300 EAST FIFTHTEENTH STREET,
 CZ1492'8.5 METERS (28 FEET) SOUTH OF THE CENTER OF FIFTEENTH STREET,
 CZ1492'15.2 METERS (50 FEET) EAST OF THE CENTER OF FOURTH STREET.
 CZ1492'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 CZ1492
 CZ1492                          STATION RECOVERY (1995)
 CZ1492
 CZ1492'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0798 ***********************************************************************
 DA0798  DESIGNATION -  34 GWM
 DA0798  PID         -  DA0798
 DA0798  STATE/COUNTY-  AZ/YUMA
 DA0798  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0798
 DA0798                         *CURRENT SURVEY CONTROL
 DA0798  ___________________________________________________________________
 DA0798* NAD 83(1986)-  32 31 39.     (N)    113 19 52.     (W)     SCALED    
 DA0798* NAVD 88     -       190.93   (+/-2cm)     626.4    (feet)  VERTCON   
 DA0798  ___________________________________________________________________
 DA0798  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0798
 DA0798.The horizontal coordinates were scaled from a topographic map and have
 DA0798.an estimated accuracy of +/- 6 seconds.
 DA0798
 DA0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0798.The vertical order pertains to the NGVD 29 superseded value.
 DA0798
 DA0798.The geoid height was determined by GEOID03.
 DA0798
 DA0798;                    North         East    Units  Estimated Accuracy
 DA0798;SPC AZ W     -   169,440.      252,710.      MT  (+/- 180 meters Scaled)
 DA0798
 DA0798                          SUPERSEDED SURVEY CONTROL
 DA0798
 DA0798  NGVD 29 (??/??/92)  190.307  (m)          624.37   (f) ADJ UNCH    2 0
 DA0798
 DA0798.Superseded values are not recommended for survey control.
 DA0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0798.See file dsdata.txt to determine how the superseded data were derived.
 DA0798
 DA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB810013(NAD 83)
 DA0798_MARKER: DD = SURVEY DISK
 DA0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0798_STAMPING: 34 GWM 1948 625
 DA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0798+STABILITY: SURFACE MOTION
 DA0798
 DA0798  HISTORY     - Date     Condition        Report By
 DA0798  HISTORY     - 1948     MONUMENTED       USGS
 DA0798  HISTORY     - 1962     GOOD             NGS
 DA0798
 DA0798                          STATION DESCRIPTION
 DA0798
 DA0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0798'5.4 MI NW FROM TONY TANK.
 DA0798'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0798'TONY TANK.  THENCE 3.7 MILES WEST ALONG A TRAIL ROAD, 2.3 MILES EAST
 DA0798'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0798'IS NUMBERED 37, 1.15 MILES WEST OF A METAL TANK AND CORRAL, NEAR THE
 DA0798'SOUTHEAST EDGE OF A LARGE BARREN FLAT, 41 FEET SOUTHEAST OF THE CENTER
 DA0798'LINE OF THE TRAIL ROAD, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST,
 DA0798'ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0798'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0802 ***********************************************************************
 FQ0802  DESIGNATION -  34 HLS
 FQ0802  PID         -  FQ0802
 FQ0802  STATE/COUNTY-  AZ/NAVAJO
 FQ0802  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0802
 FQ0802                         *CURRENT SURVEY CONTROL
 FQ0802  ___________________________________________________________________
 FQ0802* NAD 83(1986)-  35 00 59.     (N)    110 05 23.     (W)     SCALED    
 FQ0802* NAVD 88     -      1625.747  (meters)    5333.80   (feet)  ADJUSTED  
 FQ0802  ___________________________________________________________________
 FQ0802  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0802  DYNAMIC HT  -        1623.519 (meters)    5326.50  (feet)  COMP
 FQ0802  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 FQ0802
 FQ0802  VERT ORDER  -  THIRD
 FQ0802
 FQ0802.The horizontal coordinates were scaled from a topographic map and have
 FQ0802.an estimated accuracy of +/- 6 seconds.
 FQ0802
 FQ0802.The orthometric height was determined by differential leveling
 FQ0802.and adjusted in June 1991.
 FQ0802
 FQ0802.The geoid height was determined by GEOID03.
 FQ0802
 FQ0802.The dynamic height is computed by dividing the NAVD 88
 FQ0802.geopotential number by the normal gravity value computed on the
 FQ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0802.degrees latitude (g = 980.6199 gals.).
 FQ0802
 FQ0802.The modeled gravity was interpolated from observed gravity values.
 FQ0802
 FQ0802;                    North         East    Units  Estimated Accuracy
 FQ0802;SPC AZ E     -   445,400.      220,380.      MT  (+/- 180 meters Scaled)
 FQ0802
 FQ0802                          SUPERSEDED SURVEY CONTROL
 FQ0802
 FQ0802  NGVD 29 (??/??/92) 1624.91   (m)         5331.1    (f) COMPUTED    3 0
 FQ0802
 FQ0802.Superseded values are not recommended for survey control.
 FQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0802.See file dsdata.txt to determine how the superseded data were derived.
 FQ0802
 FQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD830752(NAD 83)
 FQ0802_MARKER: DB = BENCH MARK DISK
 FQ0802_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0802_SP_SET: COPPER-CLAD STEEL ROD
 FQ0802_STAMPING: 34 HLS 1970 5331
 FQ0802_MARK LOGO: USGS  
 FQ0802_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0802+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0802
 FQ0802  HISTORY     - Date     Condition        Report By
 FQ0802  HISTORY     - 1970     MONUMENTED       USGS
 FQ0802
 FQ0802                          STATION DESCRIPTION
 FQ0802
 FQ0802'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0802'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0802'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 3.1 MILES NORTH ALONG STATE
 FQ0802'HIGHWAY 77, 56 FEET NORTH OF A GATE, 46 FEET EAST OF THE CENTERLINE
 FQ0802'OF THE HIGHWAY, 4 FEET WEST OF A FENCE, 2 FEET WEST OF A WITNESS
 FQ0802'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0802'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1562 ***********************************************************************
 CZ1562  DESIGNATION -  3408+24.23
 CZ1562  PID         -  CZ1562
 CZ1562  STATE/COUNTY-  AZ/PINAL
 CZ1562  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1562
 CZ1562                         *CURRENT SURVEY CONTROL
 CZ1562  ___________________________________________________________________
 CZ1562* NAD 83(1986)-  32 48 45.     (N)    111 40 37.     (W)     SCALED    
 CZ1562* NAVD 88     -       449.31   (+/-2cm)    1474.1    (feet)  VERTCON   
 CZ1562  ___________________________________________________________________
 CZ1562  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1562  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1562
 CZ1562.The horizontal coordinates were scaled from a topographic map and have
 CZ1562.an estimated accuracy of +/- 6 seconds.
 CZ1562
 CZ1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1562.The vertical order pertains to the NGVD 29 superseded value.
 CZ1562
 CZ1562.The geoid height was determined by GEOID03.
 CZ1562
 CZ1562;                    North         East    Units  Estimated Accuracy
 CZ1562;SPC AZ C     -   200,990.      235,810.      MT  (+/- 180 meters Scaled)
 CZ1562
 CZ1562                          SUPERSEDED SURVEY CONTROL
 CZ1562
 CZ1562  NGVD 29 (??/??/92)  448.761  (m)         1472.31   (f) ADJ UNCH    1 2
 CZ1562
 CZ1562.Superseded values are not recommended for survey control.
 CZ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1562.See file dsdata.txt to determine how the superseded data were derived.
 CZ1562
 CZ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB366307(NAD 83)
 CZ1562_MARKER: DD = SURVEY DISK
 CZ1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1562_STAMPING: 3408+24.23
 CZ1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1562+STABILITY: SURFACE MOTION
 CZ1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1562+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1562
 CZ1562  HISTORY     - Date     Condition        Report By
 CZ1562  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1562  HISTORY     - 1975     GOOD             AZDT
 CZ1562  HISTORY     - 1975     GOOD             AZDT
 CZ1562  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1562
 CZ1562                          STATION DESCRIPTION
 CZ1562
 CZ1562'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1562'7.15 MI SE FROM CASA GRANDE.
 CZ1562'FROM MILEPOST 200, I-10, WEST ON THE INTERSTATE FOR 0.25 MILES AND TO
 CZ1562'THE STATION ON THE LEFT.  ALONG THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1562'AND M SURVEY SIGN.  3 FT. WEST OF AN ANGLE IRON, STENCILED, EB PT
 CZ1562'2879+51.28 POT 3408+24.23.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1562'POST, UP 0.45 FT.
 CZ1562
 CZ1562                          STATION RECOVERY (1975)
 CZ1562
 CZ1562'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1562'FROM MILEPOST 200, I-10, WEST ON THE INTERSTATE FOR 0.25 MILES AND TO
 CZ1562'THE STATION ON THE LEFT.  ALONG THE SOUTH R/W FENCE.  MARKED BY A P
 CZ1562'AND M SURVEY SIGN.  3 FT. WEST OF AN ANGLE IRON, STENCILED, EB PT
 CZ1562'2879+51.28 POT 3408+24.23.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1562'POST, UP 0.45 FT.
 CZ1562
 CZ1562                          STATION RECOVERY (2008)
 CZ1562
 CZ1562'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1562'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1562'48.771' W111 40.667'. THE ACTUAL STAMPING READS, 'ARIZONA HIGHWAY
 CZ1562'DEPT-3408+2423-1965'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0249 ***********************************************************************
 ET0249  DESIGNATION -  3410
 ET0249  PID         -  ET0249
 ET0249  STATE/COUNTY-  AZ/YAVAPAI
 ET0249  USGS QUAD   -  BUMBLE BEE (1969)
 ET0249
 ET0249                         *CURRENT SURVEY CONTROL
 ET0249  ___________________________________________________________________
 ET0249* NAD 83(1992)-  34 11 03.36318(N)    112 08 06.51481(W)     ADJUSTED  
 ET0249* NAVD 88     -      1040.06   (+/-2cm)    3412.3    (feet)  VERTCON   
 ET0249  ___________________________________________________________________
 ET0249  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 ET0249  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 ET0249  HORZ ORDER  -  THIRD
 ET0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0249
 ET0249.The horizontal coordinates were established by classical geodetic methods
 ET0249.and adjusted by the National Geodetic Survey in August 1993.
 ET0249
 ET0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0249.The vertical order pertains to the NGVD 29 superseded value.
 ET0249
 ET0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0249
 ET0249.The geoid height was determined by GEOID03.
 ET0249
 ET0249;                    North         East     Units Scale Factor Converg.
 ET0249;SPC AZ C     -   353,113.082   193,221.793   MT  0.99990500   -0 07 21.9
 ET0249;SPC AZ C     - 1,158,507.49    633,929.77   iFT  0.99990500   -0 07 21.9
 ET0249;UTM  12      - 3,783,169.747   395,396.355   MT  0.99973488   -0 38 16.2
 ET0249
 ET0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0249!SPC AZ C     -   0.99984108  x   0.99990500  =   0.99974609
 ET0249!UTM  12      -   0.99984108  x   0.99973488  =   0.99957600
 ET0249
 ET0249                          SUPERSEDED SURVEY CONTROL
 ET0249
 ET0249  NAD 83(1986)-  34 11 03.35787(N)    112 08 06.51563(W) AD(       ) 3
 ET0249  NAD 27      -  34 11 03.24200(N)    112 08 03.94500(W) AD(       ) 3
 ET0249  NGVD 29 (??/??/92) 1039.412  (m)         3410.14   (f) ADJ UNCH    2 0
 ET0249
 ET0249.Superseded values are not recommended for survey control.
 ET0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0249.See file dsdata.txt to determine how the superseded data were derived.
 ET0249
 ET0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9539683170(NAD 83)
 ET0249_MARKER: DD = SURVEY DISK
 ET0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0249_STAMPING: 3410.06 1954
 ET0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0249+STABILITY: SURFACE MOTION
 ET0249
 ET0249  HISTORY     - Date     Condition        Report By
 ET0249  HISTORY     - 1959     MONUMENTED       CGS
 ET0249  HISTORY     - 1959     GOOD             NGS
 ET0249
 ET0249                          STATION DESCRIPTION
 ET0249
 ET0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0249'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF THE TOWN OF BLACK
 ET0249'CANYON, 0.1 MILE SOUTH OF HIGHWAY MILEPOST 252, AT THE SOUTHWEST
 ET0249'CORNER OF THE SUNSET POINT REST STOP.
 ET0249'
 ET0249'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON,
 ET0249'GO NORTH ON STATE HIGHWAY 69 FOR 8.95 MILE TO THE SUNSET
 ET0249'POINT REST STOP ON THE LEFT, TURN LEFT, WEST, GO 0.05 MILE TO THE
 ET0249'STATION.
 ET0249'
 ET0249'THE STATION MARK, STAMPED 3410.06 1954 IS A STANDARD ARIZONA
 ET0249'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST
 ET0249'THAT PROJECTS ABOUT 3 FEET.  IT IS 29 FEET NORTHEAST OF A FENCE
 ET0249'CORNER AND 22 FEET SOUTH OF THE SOUTHWEST CORNER OF A SUNSHADE.
 ET0249
 ET0249                          STATION RECOVERY (1959)
 ET0249
 ET0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0249'8.95 MI N FROM BLACK CANYON.
 ET0249'8.95 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0249'CANYON, 0.1 MILE SOUTH OF MILEPOST 252, 29.0 FEET NORTHEAST OF THE
 ET0249'FENCE CORNER, 22 FEET SOUTH OF THE SOUTHWEST CORNER OF A SUNSHADE FOR
 ET0249'A PICNIC TABLE AT SUNSET POINT, SET IN THE TOP OF A CONCRETE POST THAT
 ET0249'PROJECTS ABOUT 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0624 ***********************************************************************
 CG0624  DESIGNATION -  3411.42
 CG0624  PID         -  CG0624
 CG0624  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0624  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0624
 CG0624                         *CURRENT SURVEY CONTROL
 CG0624  ___________________________________________________________________
 CG0624* NAD 83(1986)-  31 28 44.     (N)    111 00 04.     (W)     SCALED    
 CG0624* NAVD 88     -      1040.519  (meters)    3413.77   (feet)  ADJUSTED  
 CG0624  ___________________________________________________________________
 CG0624  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0624  DYNAMIC HT  -        1038.929 (meters)    3408.55  (feet)  COMP
 CG0624  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CG0624
 CG0624  VERT ORDER  -  FIRST     CLASS II
 CG0624
 CG0624.The horizontal coordinates were scaled from a topographic map and have
 CG0624.an estimated accuracy of +/- 6 seconds.
 CG0624
 CG0624.The orthometric height was determined by differential leveling
 CG0624.and adjusted in June 1991.
 CG0624
 CG0624.The geoid height was determined by GEOID03.
 CG0624
 CG0624.The dynamic height is computed by dividing the NAVD 88
 CG0624.geopotential number by the normal gravity value computed on the
 CG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0624.degrees latitude (g = 980.6199 gals.).
 CG0624
 CG0624.The modeled gravity was interpolated from observed gravity values.
 CG0624
 CG0624;                    North         East    Units  Estimated Accuracy
 CG0624;SPC AZ C     -    53,450.      300,350.      MT  (+/- 180 meters Scaled)
 CG0624
 CG0624                          SUPERSEDED SURVEY CONTROL
 CG0624
 CG0624  NGVD 29 (??/??/92) 1039.664  (m)         3410.96   (f) ADJ UNCH    1 2
 CG0624
 CG0624.Superseded values are not recommended for survey control.
 CG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0624.See file dsdata.txt to determine how the superseded data were derived.
 CG0624
 CG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV998826(NAD 83)
 CG0624_MARKER: DD = SURVEY DISK
 CG0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0624_SP_SET: BRIDGE
 CG0624_STAMPING: 3411.42 630-91.92 1951
 CG0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0624
 CG0624  HISTORY     - Date     Condition        Report By
 CG0624  HISTORY     - 1951     MONUMENTED       AZHD
 CG0624  HISTORY     - 1959     GOOD             NGS
 CG0624  HISTORY     - 1979     GOOD             USGS
 CG0624  HISTORY     - 1980     GOOD             NGS
 CG0624
 CG0624                          STATION DESCRIPTION
 CG0624
 CG0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0624'10.7 MI N FROM NOGALES.
 CG0624'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0624'RAILROAD TRACKS, THENCE 10.65 MILES NORTH ALONG U.S. HIGHWAY 89, ABOUT
 CG0624'100 FEET NORTH OF MILEPOST 12, 21 FEET WEST OF THE CENTER OF THE
 CG0624'HIGHWAY, CEMENTED IN A LARGE CONCRETE BRIDGE, 6 FEET SOUTH OF THE
 CG0624'NORTH END OF THE WEST HEADWALL.
 CG0624
 CG0624                          STATION RECOVERY (1979)
 CG0624
 CG0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0624'0.9 MILES SOUTH OF TUMACACORI POST OFFICE ON FRONTAGE ROAD, THENCE
 CG0624'RIGHT WEST 0.2 MILES, THENCE LEFT 6.5 MILES SOUTH ON INTERSTATE 19,
 CG0624'BENCH MARK IS IN NORTHWEST CORNER OF BRIDGE ON NORTH BOUND LANES.
 CG0624'BENCH MARK IS 21 FEET WEST OF CENTERLINE OF HIGHWAY, 6 FEET SOUTH OF
 CG0624'NORTH END OF WEST HEADWALL.
 CG0624
 CG0624                          STATION RECOVERY (1980)
 CG0624
 CG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0624'11.3 KILOMETERS (7.0 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0624'FROM THE INTERCHANGE AT TUMACACORI, AT THE NORTH END OF THE NORTHBOUND
 CG0624'CONCRETE BRIDGE OVER FRIA CANYON WASH, IN TOP OF AND 1.8 METERS (6.0
 CG0624'FEET) SOUTH OF THE NORTH END OF THE WEST CURB, 6.4 METERS (21 FEET)
 CG0624'WEST OF THE CENTERLINE OF THE NORTHBOUND TRAFFIC LANE.
 CG0624'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0262 ***********************************************************************
 CY0262  DESIGNATION -  3414
 CY0262  PID         -  CY0262
 CY0262  STATE/COUNTY-  AZ/GREENLEE
 CY0262  USGS QUAD   -  GUTHRIE (1986)
 CY0262
 CY0262                         *CURRENT SURVEY CONTROL
 CY0262  ___________________________________________________________________
 CY0262* NAD 83(1986)-  32 56 46.     (N)    109 15 10.     (W)     SCALED    
 CY0262* NAVD 88     -      1041.43   (+/-2cm)    3416.8    (feet)  VERTCON   
 CY0262  ___________________________________________________________________
 CY0262  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CY0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0262
 CY0262.The horizontal coordinates were scaled from a topographic map and have
 CY0262.an estimated accuracy of +/- 6 seconds.
 CY0262
 CY0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0262.The vertical order pertains to the NGVD 29 superseded value.
 CY0262
 CY0262.The geoid height was determined by GEOID03.
 CY0262
 CY0262;                    North         East    Units  Estimated Accuracy
 CY0262;SPC AZ E     -   216,150.      298,810.      MT  (+/- 180 meters Scaled)
 CY0262
 CY0262                          SUPERSEDED SURVEY CONTROL
 CY0262
 CY0262  NGVD 29 (??/??/92) 1040.738  (m)         3414.49   (f) ADJ UNCH    2 0
 CY0262
 CY0262.Superseded values are not recommended for survey control.
 CY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0262.See file dsdata.txt to determine how the superseded data were derived.
 CY0262
 CY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB633466(NAD 83)
 CY0262_MARKER: P = PIPE CAP
 CY0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0262_STAMPING: 3414 PHNX
 CY0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0262
 CY0262  HISTORY     - Date     Condition        Report By
 CY0262  HISTORY     - UNK      MONUMENTED       USGS
 CY0262  HISTORY     - 1934     GOOD             NGS
 CY0262  HISTORY     - 1943     GOOD             NGS
 CY0262
 CY0262                          STATION DESCRIPTION
 CY0262
 CY0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0262'IN GUTHRIE.
 CY0262'ABOUT 45 YDS. S. OF A HOUSE WITH SIGN BOARD GUTHRIE, 50 FT. S. OF N.E.
 CY0262'CORNER OF SECTION HOUSE, AND IN LINE WITH YARD FENCE AROUND SECTION
 CY0262'HOUSE.
 CY0262
 CY0262                          STATION RECOVERY (1943)
 CY0262
 CY0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CY0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0537 ***********************************************************************
 CZ0537  DESIGNATION -  342+64.1
 CZ0537  PID         -  CZ0537
 CZ0537  STATE/COUNTY-  AZ/PIMA
 CZ0537  USGS QUAD   -  JAYNES (1992)
 CZ0537
 CZ0537                         *CURRENT SURVEY CONTROL
 CZ0537  ___________________________________________________________________
 CZ0537* NAD 83(1986)-  32 21 07.     (N)    111 04 52.     (W)     SCALED    
 CZ0537* NAVD 88     -       660.322  (meters)    2166.41   (feet)  ADJUSTED  
 CZ0537  ___________________________________________________________________
 CZ0537  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ0537  DYNAMIC HT  -         659.433 (meters)    2163.49  (feet)  COMP
 CZ0537  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 CZ0537
 CZ0537  VERT ORDER  -  FIRST     CLASS II
 CZ0537
 CZ0537.The horizontal coordinates were scaled from a topographic map and have
 CZ0537.an estimated accuracy of +/- 6 seconds.
 CZ0537
 CZ0537.The orthometric height was determined by differential leveling
 CZ0537.and adjusted in June 1991.
 CZ0537
 CZ0537.The geoid height was determined by GEOID03.
 CZ0537
 CZ0537.The dynamic height is computed by dividing the NAVD 88
 CZ0537.geopotential number by the normal gravity value computed on the
 CZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0537.degrees latitude (g = 980.6199 gals.).
 CZ0537
 CZ0537.The modeled gravity was interpolated from observed gravity values.
 CZ0537
 CZ0537;                    North         East    Units  Estimated Accuracy
 CZ0537;SPC AZ C     -   150,200.      292,010.      MT  (+/- 180 meters Scaled)
 CZ0537
 CZ0537                          SUPERSEDED SURVEY CONTROL
 CZ0537
 CZ0537  NGVD 29 (??/??/92)  659.666  (m)         2164.25   (f) ADJ UNCH    1 2
 CZ0537
 CZ0537.Superseded values are not recommended for survey control.
 CZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0537.See file dsdata.txt to determine how the superseded data were derived.
 CZ0537
 CZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA923794(NAD 83)
 CZ0537_MARKER: DD = SURVEY DISK
 CZ0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0537_SP_SET: CULVERT
 CZ0537_STAMPING: 2164.91 1930 342+64.1
 CZ0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0537+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0537
 CZ0537  HISTORY     - Date     Condition        Report By
 CZ0537  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0537  HISTORY     - 1951     GOOD             NGS
 CZ0537  HISTORY     - 1960     GOOD             NGS
 CZ0537  HISTORY     - 1980     GOOD             NGS
 CZ0537  HISTORY     - 19970204 GOOD             USPSQD
 CZ0537  HISTORY     - 20060316 GOOD             USPSQD
 CZ0537
 CZ0537                          STATION DESCRIPTION
 CZ0537
 CZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0537'0.5 MI SE FROM CORTARO.
 CZ0537'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0537'RAILROAD FORM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0537'NORTHWEST OF THE T JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST ACROSS
 CZ0537'THE TRACKS, AT RAILROAD MILEAGE 972.66, IN TOP OF THE APPROXIMATE
 CZ0537'CENTER OF THE NORTHEAST HEADWALL OF A BOUBLE BOX-TYPE CONCRETE HIGHWAY
 CZ0537'CULVERT, 37 1/2 FEET SOUTH OF TELEGRAPH POLE 6, 16 1/2 FEET NORTHEAST
 CZ0537'OF THE HIGHWAY CENTERLINE AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0537
 CZ0537                          STATION RECOVERY (1960)
 CZ0537
 CZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0537'RECOVERED IN GOOD CONDITION.
 CZ0537
 CZ0537                          STATION RECOVERY (1980)
 CZ0537
 CZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0537'18.1 KILOMETERS (11.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0537'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ0537'NORTHWEST OF PIMA FARM ROAD LEADING EAST, SET IN THE TOP CENTER OF
 CZ0537'THE NORTHEAST HEADWALL OF A SMALL BRIDGE UNDER THE FRONTAGE ROAD,
 CZ0537'37.8 METERS (124 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CZ0537'RAILROAD TRACKS AND 4.9 METERS (16 FEET) NORTHEAST OF THE
 CZ0537'CENTERLINE OF THE FRONTAGE ROAD.
 CZ0537'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0537
 CZ0537                          STATION RECOVERY (1997)
 CZ0537
 CZ0537'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0537'RECOVERED IN GOOD CONDITION.
 CZ0537
 CZ0537                          STATION RECOVERY (2006)
 CZ0537
 CZ0537'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0537'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0327 ***********************************************************************
 DU0327  DESIGNATION -  3421
 DU0327  PID         -  DU0327
 DU0327  STATE/COUNTY-  AZ/GILA
 DU0327  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0327
 DU0327                         *CURRENT SURVEY CONTROL
 DU0327  ___________________________________________________________________
 DU0327* NAD 83(1986)-  33 47 54.     (N)    110 30 14.     (W)     SCALED    
 DU0327* NAVD 88     -      1043.071  (meters)    3422.14   (feet)  ADJUSTED  
 DU0327  ___________________________________________________________________
 DU0327  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU0327  DYNAMIC HT  -        1041.663 (meters)    3417.52  (feet)  COMP
 DU0327  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 DU0327
 DU0327  VERT ORDER  -  FIRST     CLASS II
 DU0327
 DU0327.The horizontal coordinates were scaled from a topographic map and have
 DU0327.an estimated accuracy of +/- 6 seconds.
 DU0327
 DU0327.The orthometric height was determined by differential leveling
 DU0327.and adjusted in June 1991.
 DU0327
 DU0327.The geoid height was determined by GEOID03.
 DU0327
 DU0327.The dynamic height is computed by dividing the NAVD 88
 DU0327.geopotential number by the normal gravity value computed on the
 DU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0327.degrees latitude (g = 980.6199 gals.).
 DU0327
 DU0327.The modeled gravity was interpolated from observed gravity values.
 DU0327
 DU0327;                    North         East    Units  Estimated Accuracy
 DU0327;SPC AZ E     -   310,340.      182,140.      MT  (+/- 180 meters Scaled)
 DU0327
 DU0327                          SUPERSEDED SURVEY CONTROL
 DU0327
 DU0327  NGVD 29 (??/??/92) 1042.418  (m)         3420.00   (f) ADJ UNCH    1 2
 DU0327
 DU0327.Superseded values are not recommended for survey control.
 DU0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0327.See file dsdata.txt to determine how the superseded data were derived.
 DU0327
 DU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC459399(NAD 83)
 DU0327_MARKER: DD = SURVEY DISK
 DU0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0327_SP_SET: CURB
 DU0327_STAMPING: 3421 55 KSM 1947
 DU0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0327
 DU0327  HISTORY     - Date     Condition        Report By
 DU0327  HISTORY     - 1947     MONUMENTED       AZHD
 DU0327  HISTORY     - 1960     GOOD             NGS
 DU0327  HISTORY     - 1979     GOOD             NGS
 DU0327  HISTORY     - 19960918 GOOD             USPSQD
 DU0327
 DU0327                          STATION DESCRIPTION
 DU0327
 DU0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0327'6.0 MI N FROM SENECA.
 DU0327'ABOUT 6.0 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0327'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN THE
 DU0327'TOP OF THE NORTHEAST CONCRETE CURB OF THE SALT RIVER CANYON BRIDGE, 12
 DU0327'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF
 DU0327'THE NORTHWEST END OF THE CURB, AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 DU0327'THE HIGHWAY.
 DU0327
 DU0327                          STATION RECOVERY (1979)
 DU0327
 DU0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0327'IN SALT RIVER CANYON, SET IN THE TOP OF THE NORTHEAST CURB OF THE
 DU0327'NORTHWEST END OF THE BRIDGE OVE THE SALT RIVER, 18 FEET SOUTHEAST OF
 DU0327'MILE POST 292, 12 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU0327'AND 6 FEET SOUTHEAST OF THE NORTHWEST END OF THE CURB.  NOTE=THE
 DU0327'SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0327'COURTHOUSE IN GLOBE.
 DU0327'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0327
 DU0327                          STATION RECOVERY (1996)
 DU0327
 DU0327'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0781 ***********************************************************************
 CZ0781  DESIGNATION -  343+14
 CZ0781  PID         -  CZ0781
 CZ0781  STATE/COUNTY-  AZ/PIMA
 CZ0781  USGS QUAD   -  THREE POINTS (1992)
 CZ0781
 CZ0781                         *CURRENT SURVEY CONTROL
 CZ0781  ___________________________________________________________________
 CZ0781* NAD 83(1986)-  32 05 01.     (N)    111 17 44.     (W)     SCALED    
 CZ0781* NAVD 88     -       773.28   (+/-2cm)    2537.0    (feet)  VERTCON   
 CZ0781  ___________________________________________________________________
 CZ0781  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0781
 CZ0781.The horizontal coordinates were scaled from a topographic map and have
 CZ0781.an estimated accuracy of +/- 6 seconds.
 CZ0781
 CZ0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0781.The vertical order pertains to the NGVD 29 superseded value.
 CZ0781
 CZ0781.The geoid height was determined by GEOID03.
 CZ0781
 CZ0781;                    North         East    Units  Estimated Accuracy
 CZ0781;SPC AZ C     -   120,310.      271,990.      MT  (+/- 180 meters Scaled)
 CZ0781
 CZ0781                          SUPERSEDED SURVEY CONTROL
 CZ0781
 CZ0781  NGVD 29 (??/??/92)  772.598  (m)         2534.77   (f) ADJ UNCH    2 0
 CZ0781
 CZ0781.Superseded values are not recommended for survey control.
 CZ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0781.See file dsdata.txt to determine how the superseded data were derived.
 CZ0781
 CZ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA721497(NAD 83)
 CZ0781_MARKER: DD = SURVEY DISK
 CZ0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0781_SP_SET: CULVERT
 CZ0781_STAMPING: 343+14 2535.70
 CZ0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0781
 CZ0781  HISTORY     - Date     Condition        Report By
 CZ0781  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0781  HISTORY     - 1951     GOOD             NGS
 CZ0781
 CZ0781                          STATION DESCRIPTION
 CZ0781
 CZ0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0781'21.1 MI SW FROM TUCSON.
 CZ0781'21.1 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0781'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0781'HEADWALL OF A 4 BY 8 FOOT CONCRETE CULVERT, 0.25 MILE SOUTHWEST OF A Y
 CZ0781'JUNCTION OF POWER LINES, 23 YARDS SOUTHEAST OF A POWER LINE, 11 YARDS
 CZ0781'SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST OF THE CENTER LINE OF
 CZ0781'THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0240 ***********************************************************************
 DU0240  DESIGNATION -  3461
 DU0240  PID         -  DU0240
 DU0240  STATE/COUNTY-  AZ/GILA
 DU0240  USGS QUAD   -  GLOBE (1982)
 DU0240
 DU0240                         *CURRENT SURVEY CONTROL
 DU0240  ___________________________________________________________________
 DU0240* NAD 83(1986)-  33 24 23.     (N)    110 47 30.     (W)     SCALED    
 DU0240* NAVD 88     -      1055.226  (meters)    3462.02   (feet)  ADJUSTED  
 DU0240  ___________________________________________________________________
 DU0240  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0240  DYNAMIC HT  -        1053.798 (meters)    3457.34  (feet)  COMP
 DU0240  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 DU0240
 DU0240  VERT ORDER  -  FIRST     CLASS II
 DU0240
 DU0240.The horizontal coordinates were scaled from a topographic map and have
 DU0240.an estimated accuracy of +/- 6 seconds.
 DU0240
 DU0240.The orthometric height was determined by differential leveling
 DU0240.and adjusted in June 1991.
 DU0240
 DU0240.The geoid height was determined by GEOID03.
 DU0240
 DU0240.The dynamic height is computed by dividing the NAVD 88
 DU0240.geopotential number by the normal gravity value computed on the
 DU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0240.degrees latitude (g = 980.6199 gals.).
 DU0240
 DU0240.The modeled gravity was interpolated from observed gravity values.
 DU0240
 DU0240;                    North         East    Units  Estimated Accuracy
 DU0240;SPC AZ E     -   266,990.      155,230.      MT  (+/- 180 meters Scaled)
 DU0240
 DU0240                          SUPERSEDED SURVEY CONTROL
 DU0240
 DU0240  NGVD 29 (??/??/92) 1054.604  (m)         3459.98   (f) ADJ UNCH    1 2
 DU0240
 DU0240.Superseded values are not recommended for survey control.
 DU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0240.See file dsdata.txt to determine how the superseded data were derived.
 DU0240
 DU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB193963(NAD 83)
 DU0240_MARKER: DD = SURVEY DISK
 DU0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0240_SP_SET: CONCRETE BLOCK
 DU0240_STAMPING: 3459.980 PHNX
 DU0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0240
 DU0240  HISTORY     - Date     Condition        Report By
 DU0240  HISTORY     - UNK      MONUMENTED       USGS
 DU0240  HISTORY     - 1933     GOOD             NGS
 DU0240  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0240  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DU0240
 DU0240                          STATION DESCRIPTION
 DU0240
 DU0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0240'IN GLOBE.
 DU0240'0.8 MILES NORTHWEST OF COURT HOUSE, 1000 FEET NORTH OF RAILROAD
 DU0240'OVERHEAD CROSSING, 250 FEET SOUTH OF HIGHWAY BRIDGE, 20 FEET EAST OF
 DU0240'HIGHWAY CENTER-LINE, ON EASTERLY EDGE OF SIDEWALK.
 DU0240
 DU0240                          STATION RECOVERY (1979)
 DU0240
 DU0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0240'NOTE=THE SIDEWALK HAS BEEN REBUILT AND THE HIGHWAY IS NOW FIVE LANES.
 DU0240
 DU0240                          STATION RECOVERY (2006)
 DU0240
 DU0240'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0371 ***********************************************************************
 FS0371  DESIGNATION -  3462
 FS0371  PID         -  FS0371
 FS0371  STATE/COUNTY-  AZ/MOHAVE
 FS0371  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0371
 FS0371                         *CURRENT SURVEY CONTROL
 FS0371  ___________________________________________________________________
 FS0371* NAD 83(1986)-  35 36 28.     (N)    114 16 03.     (W)     SCALED    
 FS0371* NAVD 88     -      1055.926  (meters)    3464.32   (feet)  POSTED    
 FS0371  ___________________________________________________________________
 FS0371  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FS0371  DYNAMIC HT  -        1054.720 (meters)    3460.36  (feet)  COMP
 FS0371  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 FS0371
 FS0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0371
 FS0371.The horizontal coordinates were scaled from a topographic map and have
 FS0371.an estimated accuracy of +/- 6 seconds.
 FS0371
 FS0371.The orthometric height was determined by differential leveling
 FS0371.and adjusted by the  in 1992.
 FS0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0371.rate of 0.0 thru 1.0 mm/km.
 FS0371
 FS0371.The geoid height was determined by GEOID03.
 FS0371
 FS0371.The dynamic height is computed by dividing the NAVD 88
 FS0371.geopotential number by the normal gravity value computed on the
 FS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0371.degrees latitude (g = 980.6199 gals.).
 FS0371
 FS0371.The modeled gravity was interpolated from observed gravity values.
 FS0371
 FS0371;                    North         East    Units  Estimated Accuracy
 FS0371;SPC AZ W     -   511,140.      166,470.      MT  (+/- 180 meters Scaled)
 FS0371
 FS0371                          SUPERSEDED SURVEY CONTROL
 FS0371
 FS0371  NGVD 29 (??/??/92) 1055.145  (m)         3461.75   (f) ADJ UNCH    1 1
 FS0371
 FS0371.Superseded values are not recommended for survey control.
 FS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0371.See file dsdata.txt to determine how the superseded data were derived.
 FS0371
 FS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV475438(NAD 83)
 FS0371_MARKER: Q = CHISELED SQUARE
 FS0371_SETTING: 80 = SET IN A BOULDER
 FS0371_SP_SET: BOULDER
 FS0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0371+STABILITY: SURFACE MOTION
 FS0371
 FS0371  HISTORY     - Date     Condition        Report By
 FS0371  HISTORY     - UNK      MONUMENTED       USGS
 FS0371  HISTORY     - 1950     GOOD             NGS
 FS0371
 FS0371                          STATION DESCRIPTION
 FS0371
 FS0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0371'18.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0371'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0371'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 7.5 MILES
 FS0371'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.5 MILE
 FS0371'NORTH OF THE JUNCTION OF A ROAD LEADING EAST, ABOUT 80 YARDS
 FS0371'NORTH OF A POINT WHERE THE ROAD CROSSES A DRY WASH, ON THE INSIDE
 FS0371'OF A CURVE, ON THE TOP OF A BLACK BOULDER PROJECTING 0.5 FOOT
 FS0371'ABOVE THE GROUND, 43 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FS0371'29 FEET SOUTHEAST OF A LARGE CAIRN, 2.0 FEET NORTH OF A SMALL
 FS0371'WHITE BOULDER, ABOUT LEVEL WITH THE ROAD, AND MARKED BY THE
 FS0371'BLACK PAINTED LETTERS U S B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0581 ***********************************************************************
 FS0581  DESIGNATION -  3462.73
 FS0581  PID         -  FS0581
 FS0581  STATE/COUNTY-  AZ/MOHAVE
 FS0581  USGS QUAD   -  KINGMAN (1980)
 FS0581
 FS0581                         *CURRENT SURVEY CONTROL
 FS0581  ___________________________________________________________________
 FS0581* NAD 83(1986)-  35 12 59.     (N)    114 00 41.     (W)     SCALED    
 FS0581* NAVD 88     -      1056.159  (meters)    3465.08   (feet)  ADJUSTED  
 FS0581  ___________________________________________________________________
 FS0581  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0581  DYNAMIC HT  -        1054.906 (meters)    3460.97  (feet)  COMP
 FS0581  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FS0581
 FS0581  VERT ORDER  -  FIRST     CLASS II
 FS0581
 FS0581.The horizontal coordinates were scaled from a topographic map and have
 FS0581.an estimated accuracy of +/- 6 seconds.
 FS0581
 FS0581.The orthometric height was determined by differential leveling
 FS0581.and adjusted in June 1991.
 FS0581
 FS0581.The geoid height was determined by GEOID03.
 FS0581
 FS0581.The dynamic height is computed by dividing the NAVD 88
 FS0581.geopotential number by the normal gravity value computed on the
 FS0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0581.degrees latitude (g = 980.6199 gals.).
 FS0581
 FS0581.The modeled gravity was interpolated from observed gravity values.
 FS0581
 FS0581;                    North         East    Units  Estimated Accuracy
 FS0581;SPC AZ W     -   467,630.      189,560.      MT  (+/- 180 meters Scaled)
 FS0581
 FS0581                          SUPERSEDED SURVEY CONTROL
 FS0581
 FS0581  NGVD 29 (??/??/92) 1055.349  (m)         3462.42   (f) ADJ UNCH    1 2
 FS0581
 FS0581.Superseded values are not recommended for survey control.
 FS0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0581.See file dsdata.txt to determine how the superseded data were derived.
 FS0581
 FS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV720011(NAD 83)
 FS0581_MARKER: DD = SURVEY DISK
 FS0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0581_SP_SET: CULVERT
 FS0581_STAMPING: 3462.73 34
 FS0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0581
 FS0581  HISTORY     - Date     Condition        Report By
 FS0581  HISTORY     - UNK      MONUMENTED       AZHD
 FS0581  HISTORY     - 1935     GOOD             NGS
 FS0581  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0581  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0581
 FS0581                          STATION DESCRIPTION
 FS0581
 FS0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0581'AT PORT KINGMAN AIRPORT.
 FS0581'AT PORT KINGMAN AIRPORT (ABANDONED), MOHAVE COUNTY, AT THE MAIN
 FS0581'GATE, AT A CATTLE GUARD, IN THE CENTER OF THE TOP OF THE
 FS0581'SOUTHWEST HEADWALL, 50 FEET NORTHWEST OF THE CENTERLINE OF
 FS0581'U.S. HIGHWAY 66, AND 10 FEET SOUTHWEST OF THE CENTERLINE OF
 FS0581'THE ENTRANCE ROAD.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD
 FS0581'DISK, STAMPED 3462.73 34.
 FS0581
 FS0581                          STATION RECOVERY (1966)
 FS0581
 FS0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0581'MARK NOT FOUND.
 FS0581
 FS0581                          STATION RECOVERY (1982)
 FS0581
 FS0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0581'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0357 ***********************************************************************
 CG0357  DESIGNATION -  3465.38
 CG0357  PID         -  CG0357
 CG0357  STATE/COUNTY-  AZ/PIMA
 CG0357  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0357
 CG0357                         *CURRENT SURVEY CONTROL
 CG0357  ___________________________________________________________________
 CG0357* NAD 83(1986)-  31 59 59.     (N)    110 41 04.     (W)     SCALED    
 CG0357* NAVD 88     -      1056.87   (+/-2cm)    3467.4    (feet)  VERTCON   
 CG0357  ___________________________________________________________________
 CG0357  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CG0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0357
 CG0357.The horizontal coordinates were scaled from a topographic map and have
 CG0357.an estimated accuracy of +/- 6 seconds.
 CG0357
 CG0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0357.The vertical order pertains to the NGVD 29 superseded value.
 CG0357
 CG0357.The geoid height was determined by GEOID03.
 CG0357
 CG0357;                    North         East    Units  Estimated Accuracy
 CG0357;SPC AZ C     -   111,500.      329,790.      MT  (+/- 180 meters Scaled)
 CG0357
 CG0357                          SUPERSEDED SURVEY CONTROL
 CG0357
 CG0357  NGVD 29 (??/??/92) 1056.139  (m)         3465.02   (f) ADJ UNCH    2 0
 CG0357
 CG0357.Superseded values are not recommended for survey control.
 CG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0357.See file dsdata.txt to determine how the superseded data were derived.
 CG0357
 CG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA298404(NAD 83)
 CG0357_MARKER: DD = SURVEY DISK
 CG0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0357_SP_SET: CATTLE GUARD
 CG0357_STAMPING: 3465.38
 CG0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0357
 CG0357  HISTORY     - Date     Condition        Report By
 CG0357  HISTORY     - UNK      MONUMENTED       AZHD
 CG0357  HISTORY     - 1962     GOOD             NGS
 CG0357
 CG0357                          STATION DESCRIPTION
 CG0357
 CG0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0357'20.6 MI SE FROM TUCSON.
 CG0357'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0357'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE SOUTH ALONG
 CG0357'STATE HIGHWAY 83 FOR 0.55 MILE FROM THE SOUTH END OF THE SONOITA
 CG0357'OVERPASS, SET IN THE WEST HEADWALL OF A CATTLEGUARD, 15.8 FEET WEST OF
 CG0357'THE CENTER OF THE CATTLEGUARD, AT MILEPOST 59, A STANDARD DISK SET IN
 CG0357'A DRILLHOLE IN THE WEST HEADWALL OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0255 ***********************************************************************
 DU0255  DESIGNATION -  3467.92
 DU0255  PID         -  DU0255
 DU0255  STATE/COUNTY-  AZ/GILA
 DU0255  USGS QUAD   -  INSPIRATION (1982)
 DU0255
 DU0255                         *CURRENT SURVEY CONTROL
 DU0255  ___________________________________________________________________
 DU0255* NAD 83(1986)-  33 23 37.     (N)    110 52 39.     (W)     SCALED    
 DU0255* NAVD 88     -      1048.67   (+/-2cm)    3440.5    (feet)  VERTCON   
 DU0255  ___________________________________________________________________
 DU0255  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0255
 DU0255.The horizontal coordinates were scaled from a topographic map and have
 DU0255.an estimated accuracy of +/- 6 seconds.
 DU0255
 DU0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0255.The vertical order pertains to the NGVD 29 superseded value.
 DU0255
 DU0255.The geoid height was determined by GEOID03.
 DU0255
 DU0255;                    North         East    Units  Estimated Accuracy
 DU0255;SPC AZ E     -   265,630.      147,230.      MT  (+/- 180 meters Scaled)
 DU0255
 DU0255                          SUPERSEDED SURVEY CONTROL
 DU0255
 DU0255  NGVD 29 (??/??/92) 1048.014  (m)         3438.36   (f) ADJ UNCH    2 0
 DU0255
 DU0255.Superseded values are not recommended for survey control.
 DU0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0255.See file dsdata.txt to determine how the superseded data were derived.
 DU0255
 DU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB113949(NAD 83)
 DU0255_MARKER: DD = SURVEY DISK
 DU0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0255_SP_SET: GUARD RAIL
 DU0255_STAMPING: EL 3467.92 STA6+03.1
 DU0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0255
 DU0255  HISTORY     - Date     Condition        Report By
 DU0255  HISTORY     - UNK      MONUMENTED       AZHD
 DU0255  HISTORY     - 1935     GOOD             NGS
 DU0255  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0255  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU0255
 DU0255                          STATION DESCRIPTION
 DU0255
 DU0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0255'IN MIAMI.
 DU0255'ABOUT 100 YDS E OF THE BULLION PLAZA SCHOOL, ON THE NORTH GUARD RAIL
 DU0255'AND 22 FEET EAST OF THE WEST END OF THE BRIDGE.
 DU0255
 DU0255                          STATION RECOVERY (1979)
 DU0255
 DU0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0255'NOTE=THIS IS A NEW BRIDGE.
 DU0255
 DU0255                          STATION RECOVERY (2006)
 DU0255
 DU0255'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0255'THE BRIDGE DECK MAY DATE FROM 1935, BUT THE GUARDRAILS ARE DEFINITELY
 DU0255'MUCH NEWER. DIFFICULT TO TELL IF THE MARK HAS BEEN REMOVED, OR MERELY
 DU0255'COVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0161 ***********************************************************************
 ET0161  DESIGNATION -  3478
 ET0161  PID         -  ET0161
 ET0161  STATE/COUNTY-  AZ/YAVAPAI
 ET0161  USGS QUAD   -  COTTONWOOD (1973)
 ET0161
 ET0161                         *CURRENT SURVEY CONTROL
 ET0161  ___________________________________________________________________
 ET0161* NAD 83(1986)-  34 42 11.     (N)    112 00 34.     (W)     SCALED    
 ET0161* NAVD 88     -      1061.153  (meters)    3481.47   (feet)  ADJUSTED  
 ET0161  ___________________________________________________________________
 ET0161  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 ET0161  DYNAMIC HT  -        1059.815 (meters)    3477.08  (feet)  COMP
 ET0161  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 ET0161
 ET0161  VERT ORDER  -  FIRST     CLASS II
 ET0161
 ET0161.The horizontal coordinates were scaled from a topographic map and have
 ET0161.an estimated accuracy of +/- 6 seconds.
 ET0161
 ET0161.The orthometric height was determined by differential leveling
 ET0161.and adjusted in June 1991.
 ET0161
 ET0161.The geoid height was determined by GEOID03.
 ET0161
 ET0161.The dynamic height is computed by dividing the NAVD 88
 ET0161.geopotential number by the normal gravity value computed on the
 ET0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0161.degrees latitude (g = 980.6199 gals.).
 ET0161
 ET0161.The modeled gravity was interpolated from observed gravity values.
 ET0161
 ET0161;                    North         East    Units  Estimated Accuracy
 ET0161;SPC AZ C     -   410,640.      204,860.      MT  (+/- 180 meters Scaled)
 ET0161
 ET0161                          SUPERSEDED SURVEY CONTROL
 ET0161
 ET0161  NGVD 29 (??/??/92) 1060.412  (m)         3479.03   (f) ADJ UNCH    1 2
 ET0161
 ET0161.Superseded values are not recommended for survey control.
 ET0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0161.See file dsdata.txt to determine how the superseded data were derived.
 ET0161
 ET0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD075405(NAD 83)
 ET0161_MARKER: P = PIPE CAP
 ET0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0161+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ET0161
 ET0161  HISTORY     - Date     Condition        Report By
 ET0161  HISTORY     - UNK      MONUMENTED       USGLO
 ET0161  HISTORY     - 1933     GOOD             NGS
 ET0161  HISTORY     - 1973     GOOD             USGS
 ET0161  HISTORY     - 20040501 GOOD             NGS
 ET0161  HISTORY     - 20050508 GOOD             USPSQD
 ET0161
 ET0161                          STATION DESCRIPTION
 ET0161
 ET0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0161'4.3 MI SE FROM COTTONWOOD.
 ET0161'T.15 N., R. 3 E., SECTION CORNER 10, 11, 15, AND 14, IRON POST, 60
 ET0161'FEET EAST OF FENCE CORNER, 18 FEET WEST OF HIGHWAY CENTER-LINE OF
 ET0161'SECTION CORNER POST.
 ET0161
 ET0161                          STATION RECOVERY (1973)
 ET0161
 ET0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0161'2.6 MILES EAST AND SOUTH ALONG STATE HIGHWAY 89 A FROM THE POST
 ET0161'OFFICE AT COTTONWOOD, YAVAPAI CO. TO A ROAD JUNCTION SOUTH, THENCE
 ET0161'SOUTHEAST ALONG THE ROAD 1.7 MILES, 145 FEET SOUTHWEST OF A ROAD
 ET0161'JUNCTION, 27 FEET WEST OF THE CENTERLINE OF THE ROAD AND A CATTLE
 ET0161'GUARD, IN A FENCE LINE. A STANDARD UNITED STATES GENERAL LAND OFFICE
 ET0161'BRASS CAP STAMPED "T 15 N R 3 E S 10 S 11 S 14 S 15 17" AND RIVETED
 ET0161'ON THE TOP OF AN IRON PIPE PROJECTED 1.0 FEET ABOVE THE GROUND.
 ET0161
 ET0161                          STATION RECOVERY (2004)
 ET0161
 ET0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0161'ROAD SOUTH IS SOUTH CAMINO ROAD (FORMERLY AZ 279).  STATION IS 1.55
 ET0161'MILES SOUTH OF AZ 89A (FORMER US 89A).
 ET0161
 ET0161                          STATION RECOVERY (2005)
 ET0161
 ET0161'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0161'RECOVERED AS DESCRIBED. CATTLE GUARD AND FENCE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0138 ***********************************************************************
 DB0138  DESIGNATION -  348
 DB0138  PID         -  DB0138
 DB0138  STATE/COUNTY-  AZ/YUMA
 DB0138  USGS QUAD   -  WELLTON MESA (1982)
 DB0138
 DB0138                         *CURRENT SURVEY CONTROL
 DB0138  ___________________________________________________________________
 DB0138* NAD 83(1986)-  32 41 13.     (N)    114 00 35.     (W)     SCALED    
 DB0138* NAVD 88     -       106.907  (meters)     350.74   (feet)  ADJUSTED  
 DB0138  ___________________________________________________________________
 DB0138  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DB0138  DYNAMIC HT  -         106.786 (meters)     350.35  (feet)  COMP
 DB0138  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 DB0138
 DB0138  VERT ORDER  -  FIRST     CLASS II
 DB0138
 DB0138.The horizontal coordinates were scaled from a topographic map and have
 DB0138.an estimated accuracy of +/- 6 seconds.
 DB0138
 DB0138.The orthometric height was determined by differential leveling
 DB0138.and adjusted in June 1991.
 DB0138
 DB0138.The geoid height was determined by GEOID03.
 DB0138
 DB0138.The dynamic height is computed by dividing the NAVD 88
 DB0138.geopotential number by the normal gravity value computed on the
 DB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0138.degrees latitude (g = 980.6199 gals.).
 DB0138
 DB0138.The modeled gravity was interpolated from observed gravity values.
 DB0138
 DB0138;                    North         East    Units  Estimated Accuracy
 DB0138;SPC AZ W     -   187,070.      189,000.      MT  (+/- 180 meters Scaled)
 DB0138
 DB0138                          SUPERSEDED SURVEY CONTROL
 DB0138
 DB0138  NGVD 29 (??/??/??)  106.239  (m)          348.55   (f) ADJUSTED    1 2
 DB0138
 DB0138.Superseded values are not recommended for survey control.
 DB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0138.See file dsdata.txt to determine how the superseded data were derived.
 DB0138
 DB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS803205(NAD 83)
 DB0138_MARKER: P = PIPE CAP
 DB0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0138_MARK LOGO: USGS  
 DB0138_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0138+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DB0138
 DB0138  HISTORY     - Date     Condition        Report By
 DB0138  HISTORY     - UNK      MONUMENTED       USGS
 DB0138  HISTORY     - 1960     GOOD             NGS
 DB0138  HISTORY     - 1981     GOOD             NGS
 DB0138  HISTORY     - 1981     GOOD             NGS
 DB0138  HISTORY     - 20090206 GOOD             GEOCAC
 DB0138
 DB0138                          STATION DESCRIPTION
 DB0138
 DB0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0138'7.3 MI E FROM WELLTON.
 DB0138'7.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DB0138'WELLTON, 3.2 MILES WEST FROM THE POST OFFICE AT TACNA, 0.4 MILE
 DB0138'EAST FROM HIGHWAY MILE POST 41.  44 FEET NORTH OF THE NORTH
 DB0138'RAIL OF THE RAILROAD, 5.8 FEET EAST OF A POLE, 1.4 FEET WEST OF
 DB0138'A WHITE WITNESS POST, A STANDARD U.S. GEOLOGICAL SURVEY BRASS
 DB0138'CAP WITH NO STAMPING.
 DB0138
 DB0138                          STATION RECOVERY (1981)
 DB0138
 DB0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0138'5.7 KM (3.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0138'IN TACNA, 0.7 KM (0.45 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0138'MILEPOLE 778, 31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DB0138'HIGHWAY, 13.4 M (44.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DB0138'TRACKS, 5.4 M (18.0 FT) NORTHWEST OF THE CENTERLINE OF A DIRT
 DB0138'SERVICE ROAD FOR THE RAILROAD.
 DB0138'NOTE-THERE IS NO STAMPING ON THE MARK.
 DB0138'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DB0138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0138
 DB0138                          STATION RECOVERY (1981)
 DB0138
 DB0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0138'5.7 KM (3.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0138'IN TACNA, 0.7 KM (0.45 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0138'MILEPOLE 778, 31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DB0138'HIGHWAY, 13.4 M (44.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DB0138'TRACKS, 5.4 M (18.0 FT) NORTHWEST OF THE CENTERLINE OF A DIRT
 DB0138'SERVICE ROAD FOR THE RAILROAD.
 DB0138'NOTE-THERE IS NO STAMPING ON THE MARK.
 DB0138'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DB0138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0138
 DB0138                          STATION RECOVERY (2009)
 DB0138
 DB0138'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0138'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0138' 
 DB0138'OF N 32 41' 14.6 W 114 00' 35.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0215 ***********************************************************************
 CG0215  DESIGNATION -  3481.59
 CG0215  PID         -  CG0215
 CG0215  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0215  USGS QUAD   -  RIO RICO (1981)
 CG0215
 CG0215                         *CURRENT SURVEY CONTROL
 CG0215  ___________________________________________________________________
 CG0215* NAD 83(1986)-  31 26 58.     (N)    110 58 14.     (W)     SCALED    
 CG0215* NAVD 88     -      1061.91   (+/-2cm)    3483.9    (feet)  VERTCON   
 CG0215  ___________________________________________________________________
 CG0215  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0215
 CG0215.The horizontal coordinates were scaled from a topographic map and have
 CG0215.an estimated accuracy of +/- 6 seconds.
 CG0215
 CG0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0215.The vertical order pertains to the NGVD 29 superseded value.
 CG0215
 CG0215.The geoid height was determined by GEOID03.
 CG0215
 CG0215;                    North         East    Units  Estimated Accuracy
 CG0215;SPC AZ C     -    50,210.      303,280.      MT  (+/- 180 meters Scaled)
 CG0215
 CG0215                          SUPERSEDED SURVEY CONTROL
 CG0215
 CG0215  NGVD 29 (??/??/92) 1061.054  (m)         3481.14   (f) ADJ UNCH    2 0
 CG0215
 CG0215.Superseded values are not recommended for survey control.
 CG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0215.See file dsdata.txt to determine how the superseded data were derived.
 CG0215
 CG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV027794(NAD 83)
 CG0215_MARKER: DB = BENCH MARK DISK
 CG0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0215_SP_SET: CATTLE GUARD
 CG0215_STAMPING: 3481.59 981-64.29 1951
 CG0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0215
 CG0215  HISTORY     - Date     Condition        Report By
 CG0215  HISTORY     - 1951     MONUMENTED       AZHD
 CG0215  HISTORY     - 1959     GOOD             NGS
 CG0215  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0215  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0215
 CG0215                          STATION DESCRIPTION
 CG0215
 CG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0215'8.0 MI N FROM NOGALES.
 CG0215'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0215'RAILROAD TRACKS, THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 89, 0.2
 CG0215'MILE NORTH OF MILEPOST 9, 97 FEET EAST OF THE CENTER OF THE HIGHWAY,
 CG0215'CEMENTED IN THE SOUTHEAST HEADWALL OF A CATTLE GUARD, 10 FEET SOUTH OF
 CG0215'THE ROAD LEADING TO THE BACA FLOAT RANCH.
 CG0215
 CG0215                          STATION RECOVERY (1976)
 CG0215
 CG0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0215'MARK NOT FOUND.
 CG0215
 CG0215                          STATION RECOVERY (1980)
 CG0215
 CG0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0215'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE IS A NEW CATTLE
 CG0215'GUARD AT THE DESCRIBED LOCATION AND THE MARK IS BELIEVED DESTROYED
 CG0215'BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1210 ***********************************************************************
 DU1210  DESIGNATION -  3494.27
 DU1210  PID         -  DU1210
 DU1210  STATE/COUNTY-  AZ/GILA
 DU1210  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1210
 DU1210                         *CURRENT SURVEY CONTROL
 DU1210  ___________________________________________________________________
 DU1210* NAD 83(1986)-  33 47 51.     (N)    110 29 26.     (W)     SCALED    
 DU1210* NAVD 88     -      1183.919  (meters)    3884.24   (feet)  ADJUSTED  
 DU1210  ___________________________________________________________________
 DU1210  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DU1210  DYNAMIC HT  -        1182.307 (meters)    3878.95  (feet)  COMP
 DU1210  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 DU1210
 DU1210  VERT ORDER  -  FIRST     CLASS II
 DU1210
 DU1210.The horizontal coordinates were scaled from a topographic map and have
 DU1210.an estimated accuracy of +/- 6 seconds.
 DU1210
 DU1210.The orthometric height was determined by differential leveling
 DU1210.and adjusted in June 1991.
 DU1210
 DU1210.The geoid height was determined by GEOID03.
 DU1210
 DU1210.The dynamic height is computed by dividing the NAVD 88
 DU1210.geopotential number by the normal gravity value computed on the
 DU1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1210.degrees latitude (g = 980.6199 gals.).
 DU1210
 DU1210.The modeled gravity was interpolated from observed gravity values.
 DU1210
 DU1210;                    North         East    Units  Estimated Accuracy
 DU1210;SPC AZ E     -   310,240.      183,370.      MT  (+/- 180 meters Scaled)
 DU1210
 DU1210                          SUPERSEDED SURVEY CONTROL
 DU1210
 DU1210.No superseded survey control is available for this station.
 DU1210
 DU1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC471398(NAD 83)
 DU1210_MARKER: DB = BENCH MARK DISK
 DU1210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1210_SP_SET: HEADWALL CONCRETE CULVERT
 DU1210_STAMPING: 3494.27
 DU1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1210+STABILITY: SURFACE MOTION
 DU1210
 DU1210  HISTORY     - Date     Condition        Report By
 DU1210  HISTORY     - UNK      MONUMENTED       AZHD
 DU1210  HISTORY     - 1979     GOOD             NGS
 DU1210  HISTORY     - 19960918 GOOD             USPSQD
 DU1210
 DU1210                          STATION DESCRIPTION
 DU1210
 DU1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1210'39.5 MI NE FROM GLOBE.
 DU1210'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1210'IN SALT RIVER CANYON, 57.8 FEET NORTH-NORTHWEST AND ACROSS THE HIGHWAY
 DU1210'FROM THE SOUTH END OF A CULVERT, 41.9 FEET NORTH-NORTHWEST OF THE
 DU1210'CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU1210'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1210'THE MARK IS 2.6 FT  S FROM A WITNESS POST.
 DU1210'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1210
 DU1210                          STATION RECOVERY (1996)
 DU1210
 DU1210'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0783 ***********************************************************************
 CG0783  DESIGNATION -  3498.8
 CG0783  PID         -  CG0783
 CG0783  STATE/COUNTY-  AZ/PIMA
 CG0783  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0783
 CG0783                         *CURRENT SURVEY CONTROL
 CG0783  ___________________________________________________________________
 CG0783* NAD 83(1986)-  31 49 07.     (N)    111 30 30.     (W)     SCALED    
 CG0783* NAVD 88     -      1067.05   (+/-2cm)    3500.8    (feet)  VERTCON   
 CG0783  ___________________________________________________________________
 CG0783  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CG0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0783
 CG0783.The horizontal coordinates were scaled from a topographic map and have
 CG0783.an estimated accuracy of +/- 6 seconds.
 CG0783
 CG0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0783.The vertical order pertains to the NGVD 29 superseded value.
 CG0783
 CG0783.The geoid height was determined by GEOID03.
 CG0783
 CG0783;                    North         East    Units  Estimated Accuracy
 CG0783;SPC AZ C     -    90,830.      252,020.      MT  (+/- 180 meters Scaled)
 CG0783
 CG0783                          SUPERSEDED SURVEY CONTROL
 CG0783
 CG0783  NGVD 29 (??/??/92) 1066.269  (m)         3498.25   (f) ADJ UNCH    2 0
 CG0783
 CG0783.Superseded values are not recommended for survey control.
 CG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0783.See file dsdata.txt to determine how the superseded data were derived.
 CG0783
 CG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA518204(NAD 83)
 CG0783_MARKER: N = NAIL
 CG0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0783_SP_SET: TREE
 CG0783_STAMPING: 3498.8
 CG0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0783
 CG0783  HISTORY     - Date     Condition        Report By
 CG0783  HISTORY     - UNK      MONUMENTED       USGS
 CG0783  HISTORY     - 1952     GOOD             NGS
 CG0783  HISTORY     - 1977     GOOD             USGS
 CG0783
 CG0783                          STATION DESCRIPTION
 CG0783
 CG0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0783'25.3 MI SW FROM THREE POINTS.
 CG0783'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL, AT THREE POINTS,
 CG0783'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 4.7 MILES WEST
 CG0783'ALONG ELKHORN RANCH ROAD, AT THE Y JUNCTION OF A ROAD LEADING
 CG0783'SOUTHEAST, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD MEASURED
 CG0783'FROM THE CENTER OF THE Y JUNCTION, 4.1 FEET WEST OF THE WITNESS POST,
 CG0783'ABOUT 1 FOOT HIGHER THAN THE ROAD, A COPPER NAIL AND WASHER ON A
 CG0783'CHOPPED OFF LIMB OF A TREE, METAL TAG ON THE TREE STAMPED 3498.8.
 CG0783
 CG0783                          STATION RECOVERY (1977)
 CG0783
 CG0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0783'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0508 ***********************************************************************
 ES0508  DESIGNATION -  35
 ES0508  PID         -  ES0508
 ES0508  STATE/COUNTY-  AZ/COCONINO
 ES0508  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0508
 ES0508                         *CURRENT SURVEY CONTROL
 ES0508  ___________________________________________________________________
 ES0508* NAD 83(1986)-  34 57 22.     (N)    111 45 17.     (W)     SCALED    
 ES0508* NAVD 88     -      1535.445  (meters)    5037.54   (feet)  ADJUSTED  
 ES0508  ___________________________________________________________________
 ES0508  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES0508  DYNAMIC HT  -        1533.402 (meters)    5030.84  (feet)  COMP
 ES0508  MODELED GRAV-     979,249.7   (mgal)                       NAVD 88
 ES0508
 ES0508  VERT ORDER  -  FIRST     CLASS II
 ES0508
 ES0508.The horizontal coordinates were scaled from a topographic map and have
 ES0508.an estimated accuracy of +/- 6 seconds.
 ES0508
 ES0508.The orthometric height was determined by differential leveling
 ES0508.and adjusted in June 1991.
 ES0508
 ES0508.The geoid height was determined by GEOID03.
 ES0508
 ES0508.The dynamic height is computed by dividing the NAVD 88
 ES0508.geopotential number by the normal gravity value computed on the
 ES0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0508.degrees latitude (g = 980.6199 gals.).
 ES0508
 ES0508.The modeled gravity was interpolated from observed gravity values.
 ES0508
 ES0508;                    North         East    Units  Estimated Accuracy
 ES0508;SPC AZ C     -   438,720.      228,150.      MT  (+/- 180 meters Scaled)
 ES0508
 ES0508                          SUPERSEDED SURVEY CONTROL
 ES0508
 ES0508  NGVD 29 (??/??/92) 1534.576  (m)         5034.69   (f) ADJ UNCH    1 2
 ES0508
 ES0508.Superseded values are not recommended for survey control.
 ES0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0508.See file dsdata.txt to determine how the superseded data were derived.
 ES0508
 ES0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD310684(NAD 83)
 ES0508_MARKER: S = SPIKE
 ES0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0508_SP_SET: TREE
 ES0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0508
 ES0508  HISTORY     - Date     Condition        Report By
 ES0508  HISTORY     - UNK      MONUMENTED       AZHD
 ES0508  HISTORY     - 1933     GOOD             NGS
 ES0508
 ES0508                          STATION DESCRIPTION
 ES0508
 ES0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0508'8.7 MI N FROM SEDONA.
 ES0508'AT SIDE OF HIGHWAY, 0.8 MILES NORTH OF OAK CREEK HWY. BRIDGE, 20 FEET
 ES0508'WEST OF HIGHWAY CENTER-LINE, ON BASE OF JUNIPER TREE SCRIBED B.M.
 ES0508'35-5042.11.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1577 ***********************************************************************
 DV1577  DESIGNATION -  35 A
 DV1577  PID         -  DV1577
 DV1577  STATE/COUNTY-  AZ/LA PAZ
 DV1577  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1577
 DV1577                         *CURRENT SURVEY CONTROL
 DV1577  ___________________________________________________________________
 DV1577* NAD 83(1986)-  33 34 45.     (N)    113 24 44.     (W)     SCALED    
 DV1577* NAVD 88     -       428.89   (+/-2cm)    1407.1    (feet)  VERTCON   
 DV1577  ___________________________________________________________________
 DV1577  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1577
 DV1577.The horizontal coordinates were scaled from a topographic map and have
 DV1577.an estimated accuracy of +/- 6 seconds.
 DV1577
 DV1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1577.The vertical order pertains to the NGVD 29 superseded value.
 DV1577
 DV1577.The geoid height was determined by GEOID03.
 DV1577
 DV1577;                    North         East    Units  Estimated Accuracy
 DV1577;SPC AZ W     -   286,040.      244,720.      MT  (+/- 180 meters Scaled)
 DV1577
 DV1577                          SUPERSEDED SURVEY CONTROL
 DV1577
 DV1577  NGVD 29 (??/??/92)  428.224  (m)         1404.93   (f) ADJ UNCH    2 0
 DV1577
 DV1577.Superseded values are not recommended for survey control.
 DV1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1577.See file dsdata.txt to determine how the superseded data were derived.
 DV1577
 DV1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC761181(NAD 83)
 DV1577_MARKER: DD = SURVEY DISK
 DV1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1577_STAMPING: 35 A 1962
 DV1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1577+STABILITY: SURFACE MOTION
 DV1577
 DV1577  HISTORY     - Date     Condition        Report By
 DV1577  HISTORY     - 1962     MONUMENTED       AZHD
 DV1577
 DV1577                          STATION DESCRIPTION
 DV1577
 DV1577'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1577'23.7 MI SE FROM SALOME.
 DV1577'0.5 MILE EAST-SOUTHEAST OF F 413 35, AN ARIZONA HIGHWAY DEPARTMENT
 DV1577'DISK STAMPED 35 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1577'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1577'HIGHWAY 10, 1.8 FEET NORTHWEST OF  L  A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0825 ***********************************************************************
 FQ0825  DESIGNATION -  35 BKC
 FQ0825  PID         -  FQ0825
 FQ0825  STATE/COUNTY-  AZ/COCONINO
 FQ0825  USGS QUAD   -  WUPATKI SE (1969)
 FQ0825
 FQ0825                         *CURRENT SURVEY CONTROL
 FQ0825  ___________________________________________________________________
 FQ0825* NAD 83(1986)-  35 34 07.     (N)    111 16 07.     (W)     SCALED    
 FQ0825* NAVD 88     -      1314.214  (meters)    4311.72   (feet)  POSTED    
 FQ0825  ___________________________________________________________________
 FQ0825  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0825  DYNAMIC HT  -        1312.570 (meters)    4306.32  (feet)  COMP
 FQ0825  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 FQ0825
 FQ0825  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0825
 FQ0825.The horizontal coordinates were scaled from a topographic map and have
 FQ0825.an estimated accuracy of +/- 6 seconds.
 FQ0825
 FQ0825.The orthometric height was determined by differential leveling
 FQ0825.and adjusted by the  in 1992.
 FQ0825.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0825.rate of 0.0 thru 1.0 mm/km.
 FQ0825
 FQ0825.The geoid height was determined by GEOID03.
 FQ0825
 FQ0825.The dynamic height is computed by dividing the NAVD 88
 FQ0825.geopotential number by the normal gravity value computed on the
 FQ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0825.degrees latitude (g = 980.6199 gals.).
 FQ0825
 FQ0825.The modeled gravity was interpolated from observed gravity values.
 FQ0825
 FQ0825;                    North         East    Units  Estimated Accuracy
 FQ0825;SPC AZ C     -   506,850.      272,100.      MT  (+/- 180 meters Scaled)
 FQ0825
 FQ0825                          SUPERSEDED SURVEY CONTROL
 FQ0825
 FQ0825.No superseded survey control is available for this station.
 FQ0825
 FQ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE756361(NAD 83)
 FQ0825_MARKER: DB = BENCH MARK DISK
 FQ0825_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0825_SP_SET: COPPER-CLAD STEEL ROD
 FQ0825_STAMPING: 35 BKC 1968
 FQ0825_MARK LOGO: USGS  
 FQ0825_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0825+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0825
 FQ0825  HISTORY     - Date     Condition        Report By
 FQ0825  HISTORY     - 1968     MONUMENTED       USGS
 FQ0825
 FQ0825                          STATION DESCRIPTION
 FQ0825
 FQ0825'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0825'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0825'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0825'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0825'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0825'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0825'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0825'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0825'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST 0.4 MILES, ABOUT 0.1
 FQ0825'MILE EAST OF A DIVERSION DAM, 75 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0825'ROAD, 1 FOOT NORTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0825'ENCASED IN A PIPE FLUSH WITH THE GROUND.  ESTABLISHED AS A USGS THIRD
 FQ0825'ORDER TRIANGULATION STATION IN 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1085 ***********************************************************************
 FS1085  DESIGNATION -  35 DEG LAT POST ECC
 FS1085  PID         -  FS1085
 FS1085  STATE/COUNTY-  AZ/MOHAVE
 FS1085  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1085
 FS1085                         *CURRENT SURVEY CONTROL
 FS1085  ___________________________________________________________________
 FS1085* NAD 83(1992)-  35 00 04.50636(N)    114 36 26.45256(W)     ADJUSTED  
 FS1085* NAVD 88     -       165.4    (meters)     543.     (feet)  VERTCON   
 FS1085  ___________________________________________________________________
 FS1085  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FS1085  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FS1085  HORZ ORDER  -  FIRST
 FS1085
 FS1085.The horizontal coordinates were established by classical geodetic methods
 FS1085.and adjusted by the National Geodetic Survey in August 1993.
 FS1085
 FS1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1085
 FS1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1085
 FS1085.The geoid height was determined by GEOID03.
 FS1085
 FS1085;                    North         East     Units Scale Factor Converg.
 FS1085;SPC AZ W     -   444,063.735   135,099.678   MT  1.00000879   -0 29 30.5
 FS1085;SPC AZ W     - 1,456,902.02    443,240.41   iFT  1.00000879   -0 29 30.5
 FS1085;SPC CA 5     -   671,753.056 2,309,624.310   MT  0.99993163   +1 56 01.9
 FS1085;SPC CA 5     - 2,203,909.82  7,577,492.42   sFT  0.99993163   +1 56 01.9
 FS1085;SPC NV E     - 8,028,305.903   289,087.141   MT  0.99999778   +0 33 35.5
 FS1085;SPC NV E     -26,339,533.62    948,446.73   sFT  0.99999778   +0 33 35.5
 FS1085;UTM  11      - 3,875,797.883   718,352.019   MT  1.00018764   +1 22 22.6
 FS1085
 FS1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1085!SPC AZ W     -   0.99997883  x   1.00000879  =   0.99998762
 FS1085!SPC CA 5     -   0.99997883  x   0.99993163  =   0.99991046
 FS1085!SPC NV E     -   0.99997883  x   0.99999778  =   0.99997661
 FS1085!UTM  11      -   0.99997883  x   1.00018764  =   1.00016647
 FS1085
 FS1085|---------------------------------------------------------------------|
 FS1085| PID    Reference Object                     Distance      Geod. Az  |
 FS1085|                                                           dddmmss.s |
 FS1085| CC5007 35 DEG LAT POST ECC RM 1              7.530 METERS 03339     |
 FS1085| CC5006 35 DEG LAT POST ECC AZ MK                          0980759.0 |
 FS1085| CC5008 35 DEG LAT POST ECC RM 2              7.418 METERS 12544     |
 FS1085| FS1086 ARIZONA EAST LATITUDE POST           58.509 METERS 34022     |
 FS1085|---------------------------------------------------------------------|
 FS1085
 FS1085                          SUPERSEDED SURVEY CONTROL
 FS1085
 FS1085  NAD 83(1986)-  35 00 04.51392(N)    114 36 26.45327(W) AD(       ) 1
 FS1085  NAD 27      -  35 00 04.50901(N)    114 36 23.57794(W) AD(       ) 1
 FS1085  NGVD 29 (07/19/86)  164.7    (m)          540.     (f) VERT ANG    3  
 FS1085
 FS1085.Superseded values are not recommended for survey control.
 FS1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1085.See file dsdata.txt to determine how the superseded data were derived.
 FS1085
 FS1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1835275798(NAD 83)
 FS1085_MARKER: DS = TRIANGULATION STATION DISK
 FS1085_SETTING: 80 = SET IN A BOULDER
 FS1085_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1085
 FS1085  HISTORY     - Date     Condition        Report By
 FS1085  HISTORY     - 1934     MONUMENTED       CGS
 FS1085  HISTORY     - 1964     GOOD             CGS
 FS1085  HISTORY     - 1968     GOOD             AZHD
 FS1085
 FS1085                          STATION DESCRIPTION
 FS1085
 FS1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1085'THE STATION IS LOCATED 3 MILES AIR LINE S OF FORT MOHAVE AND
 FS1085'2 MILES E OF THE COLORADO RIVER ON THE S BANK OF A WASH
 FS1085'AND THE FIRST ELEVATED GROUND E OF THE RIVER.
 FS1085'
 FS1085'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN
 FS1085'A DRILL HOLE IN BEDROCK.
 FS1085'
 FS1085'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 FS1085'IN BOULDERS.
 FS1085'
 FS1085'REACHED FROM OATMAN AS FOLLOWS--FROM THE POST OFFICE GO SW
 FS1085'ON U.S. HIGHWAY 66, 1.6 MILES.  TURN RIGHT OFF THE HIGHWAY
 FS1085'ON THE FORT MOHAVE ROAD AND GO 0.9 MILE TO CROSS ROAD, CONTINUE
 FS1085'STRAIGHT AHEAD 4.6 MILES AND TAKE RIGHT FORK, GO 6.6 MILES TO
 FS1085'A TURN IN THE ROAD WITH A FENCE RUNNING N AND S.  TURN LEFT
 FS1085'OR S ALONG FENCE AND GO 0.7 MILE, TAKE RIGHT FORK AFTER CROSSING
 FS1085'WASH AND GO 0.4 MILE, TURN SHARP RIGHT AND GO 0.3 MILE, THEN
 FS1085'TURN SHARP LEFT JUST BEFORE DROPPING INTO WASH AND GO 0.4
 FS1085'MILE.  TURN RIGHT OUT OF ROAD AND GO 0.2 MILE IN A WESTERLY
 FS1085'DIRECTION TO THE FENCE ABOUT 75 YARDS E OF THE STATION.
 FS1085'
 FS1085'IT IS PLANNED TO PUT A NEW ROAD IN FROM FORT MOHAVE TO A
 FS1085'POINT OPPOSITE NEEDLES.  THIS ROAD WILL PASS RIGHT BY THE
 FS1085'STATION, IF IT IS COMPLETED.
 FS1085
 FS1085                          STATION RECOVERY (1964)
 FS1085
 FS1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1085'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FS1085'GOOD CONDITION WITH NO NOTICABLE DISPLACEMENT OF THE MARKS.
 FS1085'35 LATITUDE POST (ARIZ.) 1893 1910, IS A 4 INCH SQUARE POST
 FS1085'SET IN THE CENTER OF A LARGE CAIRN AND IS NOT SOLID.  AN
 FS1085'AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 FS1085'DESCRIPTION.
 FS1085'
 FS1085'STATION IS ABOUT 3 MILES SOUTH OF FORT MOHAVE, 2 MILES EAST
 FS1085'OF THE COLORADO RIVER AND ON THE SOUTH BANK OF A WASH AND IS
 FS1085'THE FIRST ELEVATED GROUND EAST OF THE RIVER.
 FS1085'
 FS1085'TO REACH FROM THE JUNCTION OF FRONT AND H STREETS JUST WEST
 FS1085'OF THE CITY HALL IN NEEDLES, CALIFORNIA, GO NORTH, CROSSING
 FS1085'RAILROAD TRACKS ON H STREET FOR 0.1 MILE TO A FORK.  TAKE THE
 FS1085'RIGHT FORK AND GO 0.35 MILE TO THE JUNCTION WITH ROAD ALONG TOP
 FS1085'OF LEVEE.  TURN RIGHT AND GO SOUTHEAST ALONG LEVEE ROAD FOR 1.0
 FS1085'MILE TO A BRIDGE OVER THE COLORADO RIVER.  CROSS BRIDGE AND GO
 FS1085'NORTHERLY ON BLACK TOP ROAD FOR 1.1 MILES TO A FORK.  TAKE THE
 FS1085'RIGHT FORK AND GO NORTH ON BLACK TOP ROAD FOR 9.3 MILES TO A
 FS1085'CATTLE GUARD.  CONTINUE AHEAD, NORTH, ON BLACK TOP ROAD FOR
 FS1085'1.25 MILES TO A DIM TRACK ROAD LEFT AND THE AZIMUTH MARK ON THE
 FS1085'LEFT.  TURN LEFT, WEST ON DIM TRACK ROAD FOR 0.45 MILE TO THE
 FS1085'END OF THE TRACK ROAD.  HERE GO WEST-NORTHWEST ACROSS FLAT
 FS1085'AREA FOR 0.1 MILE TO A NORTH-SOUTH FENCE AND THE STATION ABOUT
 FS1085'25 YARDS WEST OF THE FENCE.
 FS1085'
 FS1085'STATION MARK IS A STANDARD DISK, STAMPED 35 DEG LAT ECC 1893
 FS1085'1934, CEMENTED IN AN 8 BY 10 INCH BOULDER PROJECTING 2 INCHES.
 FS1085'IT IS 139 FEET WEST OF THE NORTH-SOUTH FENCE AND 3.5 FEET
 FS1085'NORTHEAST OF A WITNESS POST.
 FS1085'
 FS1085'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35 DEG LAT ECC
 FS1085'NO 1 1893 1934, CEMENTED IN A DRILL HOLE IN AN 8 BY 8 INCH
 FS1085'BOULDER PROJECTING 2 INCHES.  IT IS 124 FEET WEST OF THE FENCE
 FS1085'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FS1085'
 FS1085'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35 DEG LAT ECC NO
 FS1085'2 1893 1934, CEMENTED IN A DRILL HOLE IN A 10 BY 12 INCH
 FS1085'BOULDER PROJECTING 6 INCHES.  IT IS 119 FEET WEST OF THE
 FS1085'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FS1085'
 FS1085'35 LATITUDE POST (ARIZ.) 1893 1910 IS A 4 BY 4 INCH WOOD POST
 FS1085'SET IN THE CENTER OF A LARGE CAIRN.  IT IS ABOUT 5 FEET LOWER
 FS1085'THAN THE STATION MARK.
 FS1085'
 FS1085'AZIMUTH MARK IS A STANDARD DISK STAMPED 35 DEG LAT ECC 1893
 FS1085'1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 FS1085'6 INCHES.  IT IS 147 FEET SOUTH OF THE CENTER OF THE TRACK
 FS1085'ROAD, 33 FEET WEST OF THE CENTER OF THE BLACK TOP ROAD, 1.7
 FS1085'FEET WEST OF A POWERLINE POLE AND 1.5 FEET NORTH OF A WITNESS
 FS1085'POST.
 FS1085
 FS1085                          STATION RECOVERY (1968)
 FS1085
 FS1085'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1085'GENERAL LOCATION THE STATION, REFERENCE MARKS, AND AZIMUTH
 FS1085'MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF 1964
 FS1085'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1412 ***********************************************************************
 CZ1412  DESIGNATION -  35 DOR
 CZ1412  PID         -  CZ1412
 CZ1412  STATE/COUNTY-  AZ/PIMA
 CZ1412  USGS QUAD   -  TUCSON (1992)
 CZ1412
 CZ1412                         *CURRENT SURVEY CONTROL
 CZ1412  ___________________________________________________________________
 CZ1412* NAD 83(1986)-  32 14 09.     (N)    110 58 17.     (W)     SCALED    
 CZ1412* NAVD 88     -       725.868  (meters)    2381.45   (feet)  ADJUSTED  
 CZ1412  ___________________________________________________________________
 CZ1412  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ1412  DYNAMIC HT  -         724.874 (meters)    2378.19  (feet)  COMP
 CZ1412  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 CZ1412  OBS GRAVITY -     979,245.9   (mgal)                       GRAV_OBS
 CZ1412
 CZ1412  VERT ORDER  -  FIRST     CLASS II
 CZ1412
 CZ1412.The horizontal coordinates were scaled from a topographic map and have
 CZ1412.an estimated accuracy of +/- 6 seconds.
 CZ1412
 CZ1412.The orthometric height was determined by differential leveling
 CZ1412.and adjusted in June 1991.
 CZ1412
 CZ1412.The geoid height was determined by GEOID03.
 CZ1412
 CZ1412.The dynamic height is computed by dividing the NAVD 88
 CZ1412.geopotential number by the normal gravity value computed on the
 CZ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1412.degrees latitude (g = 980.6199 gals.).
 CZ1412
 CZ1412.The modeled gravity was interpolated from observed gravity values.
 CZ1412.The observed gravity was obtained from relative gravimeter ties
 CZ1412.to the IGSN71 gravity network.
 CZ1412
 CZ1412;                    North         East    Units  Estimated Accuracy
 CZ1412;SPC AZ C     -   137,410.      302,450.      MT  (+/- 180 meters Scaled)
 CZ1412
 CZ1412                          SUPERSEDED SURVEY CONTROL
 CZ1412
 CZ1412.No superseded survey control is available for this station.
 CZ1412
 CZ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA026665(NAD 83)
 CZ1412_MARKER: DB = BENCH MARK DISK
 CZ1412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1412_SP_SET: STONE POST RETAINING WALL
 CZ1412_STAMPING: 35 DOR 1975
 CZ1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1412+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2007
 CZ1412
 CZ1412  HISTORY     - Date     Condition        Report By
 CZ1412  HISTORY     - 1975     MONUMENTED       USGS
 CZ1412  HISTORY     - 1980     GOOD             NGS
 CZ1412  HISTORY     - 19960217 GOOD             USPSQD
 CZ1412  HISTORY     - 20020403 GOOD             USPSQD
 CZ1412  HISTORY     - 20060316 GOOD             USPSQD
 CZ1412  HISTORY     - 20070108 GOOD             INDIV
 CZ1412
 CZ1412                          STATION DESCRIPTION
 CZ1412
 CZ1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1412'IN TUCSON.
 CZ1412'IN TUCSON, AT THE NORTHWEST CORNER OF A CITY PARK AT THE SOUTHEAST
 CZ1412'CORNER OF THE INTERSECTION OF NORTH STONE AVENUE AND SPEEDWAY
 CZ1412'BOULEVARD, IN TOP OF A CONCRETE-CAPPED STONE CORNER POST OF A
 CZ1412'RETAINING WALL PROJECTING 1.0 METER (3.3 FEET) ABOVE THE GROUND,
 CZ1412'4.4 METERS (14.6 FEET) SOUTH OF THE SOUTH CURB OF SPEEDWAY BOULEVARD
 CZ1412'AND 3.4 METERS (11.3 FEET) EAST OF THE EAST CURB OF NORTH STONE
 CZ1412'AVENUE.
 CZ1412'THE MARK IS 1.5 M ABOVE THE STREET.
 CZ1412
 CZ1412                          STATION RECOVERY (1996)
 CZ1412
 CZ1412'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1412'RECOVERED IN GOOD CONDITION.
 CZ1412
 CZ1412                          STATION RECOVERY (2002)
 CZ1412
 CZ1412'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1412'RECOVERED IN GOOD CONDITION.
 CZ1412
 CZ1412                          STATION RECOVERY (2006)
 CZ1412
 CZ1412'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1412'RECOVERED AS DESCRIBED.
 CZ1412
 CZ1412                          STATION RECOVERY (2007)
 CZ1412
 CZ1412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MLB)
 CZ1412'RECOVERED BY DESERT ARCHAEOLOGY, INC., TUCSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1128 ***********************************************************************
 ES1128  DESIGNATION -  35 HLS
 ES1128  PID         -  ES1128
 ES1128  STATE/COUNTY-  AZ/NAVAJO
 ES1128  USGS QUAD   -  SUN VALLEY (1986)
 ES1128
 ES1128                         *CURRENT SURVEY CONTROL
 ES1128  ___________________________________________________________________
 ES1128* NAD 83(1986)-  34 58 31.     (N)    110 05 17.     (W)     SCALED    
 ES1128* NAVD 88     -      1607.915  (meters)    5275.30   (feet)  ADJUSTED  
 ES1128  ___________________________________________________________________
 ES1128  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES1128  DYNAMIC HT  -        1605.701 (meters)    5268.04  (feet)  COMP
 ES1128  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 ES1128
 ES1128  VERT ORDER  -  THIRD
 ES1128
 ES1128.The horizontal coordinates were scaled from a topographic map and have
 ES1128.an estimated accuracy of +/- 6 seconds.
 ES1128
 ES1128.The orthometric height was determined by differential leveling
 ES1128.and adjusted in June 1991.
 ES1128
 ES1128.The geoid height was determined by GEOID03.
 ES1128
 ES1128.The dynamic height is computed by dividing the NAVD 88
 ES1128.geopotential number by the normal gravity value computed on the
 ES1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1128.degrees latitude (g = 980.6199 gals.).
 ES1128
 ES1128.The modeled gravity was interpolated from observed gravity values.
 ES1128
 ES1128;                    North         East    Units  Estimated Accuracy
 ES1128;SPC AZ E     -   440,840.      220,540.      MT  (+/- 180 meters Scaled)
 ES1128
 ES1128                          SUPERSEDED SURVEY CONTROL
 ES1128
 ES1128  NGVD 29 (??/??/92) 1607.07   (m)         5272.5    (f) COMPUTED    3 0
 ES1128
 ES1128.Superseded values are not recommended for survey control.
 ES1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1128.See file dsdata.txt to determine how the superseded data were derived.
 ES1128
 ES1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD832706(NAD 83)
 ES1128_MARKER: DB = BENCH MARK DISK
 ES1128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES1128_SP_SET: CONCRETE HEADWALL
 ES1128_STAMPING: 35 HLS 1970 5272
 ES1128_MARK LOGO: USGS  
 ES1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1128+STABILITY: SURFACE MOTION
 ES1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1128+SATELLITE: SATELLITE OBSERVATIONS - 1970
 ES1128
 ES1128  HISTORY     - Date     Condition        Report By
 ES1128  HISTORY     - 1970     MONUMENTED       USGS
 ES1128
 ES1128                          STATION DESCRIPTION
 ES1128
 ES1128'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1128'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 ES1128'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 0.3 MILES NORTH ALONG STATE
 ES1128'HIGHWAY 77, 69 FEET NORTH OF THE WESTBOUND ON-RAMP, 18 FEET WEST OF
 ES1128'THE CENTERLINE OF STATE HIGHWAY 77, IN THE SOUTH END OF THE WEST
 ES1128'CONCRETE HEADWALL OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0661 ***********************************************************************
 DA0661  DESIGNATION -  350.00
 DA0661  PID         -  DA0661
 DA0661  STATE/COUNTY-  AZ/MARICOPA
 DA0661  USGS QUAD   -  BOSQUE (1973)
 DA0661
 DA0661                         *CURRENT SURVEY CONTROL
 DA0661  ___________________________________________________________________
 DA0661* NAD 83(1986)-  32 54 37.     (N)    112 36 10.     (W)     SCALED    
 DA0661* NAVD 88     -       318.23   (+/-2cm)    1044.1    (feet)  VERTCON   
 DA0661  ___________________________________________________________________
 DA0661  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DA0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0661
 DA0661.The horizontal coordinates were scaled from a topographic map and have
 DA0661.an estimated accuracy of +/- 6 seconds.
 DA0661
 DA0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0661.The vertical order pertains to the NGVD 29 superseded value.
 DA0661
 DA0661.The geoid height was determined by GEOID03.
 DA0661
 DA0661;                    North         East    Units  Estimated Accuracy
 DA0661;SPC AZ C     -   212,010.      149,180.      MT  (+/- 180 meters Scaled)
 DA0661
 DA0661                          SUPERSEDED SURVEY CONTROL
 DA0661
 DA0661  NGVD 29 (??/??/92)  317.604  (m)         1042.01   (f) ADJ UNCH    2 0
 DA0661
 DA0661.Superseded values are not recommended for survey control.
 DA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0661.See file dsdata.txt to determine how the superseded data were derived.
 DA0661
 DA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB501424(NAD 83)
 DA0661_MARKER: DD = SURVEY DISK
 DA0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0661_STAMPING: P.O.T. 350 + 00
 DA0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0661+STABILITY: SURFACE MOTION
 DA0661
 DA0661  HISTORY     - Date     Condition        Report By
 DA0661  HISTORY     - UNK      MONUMENTED       AZHD
 DA0661  HISTORY     - 1960     GOOD             NGS
 DA0661
 DA0661                          STATION DESCRIPTION
 DA0661
 DA0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0661'6.3 MI SE FROM GILA BEND.
 DA0661'6.3 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0661'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 91 FEET NORTH OF THE CENTERLINE
 DA0661'OF THE WEST BOUND TRAFFIC LANE, SET IN A CYLINDRICAL CONCRETE POST
 DA0661'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0220 ***********************************************************************
 CG0220  DESIGNATION -  3514.97
 CG0220  PID         -  CG0220
 CG0220  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0220  USGS QUAD   -  RIO RICO (1981)
 CG0220
 CG0220                         *CURRENT SURVEY CONTROL
 CG0220  ___________________________________________________________________
 CG0220* NAD 83(1986)-  31 26 17.     (N)    110 57 57.     (W)     SCALED    
 CG0220* NAVD 88     -      1072.07   (+/-2cm)    3517.3    (feet)  VERTCON   
 CG0220  ___________________________________________________________________
 CG0220  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0220
 CG0220.The horizontal coordinates were scaled from a topographic map and have
 CG0220.an estimated accuracy of +/- 6 seconds.
 CG0220
 CG0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0220.The vertical order pertains to the NGVD 29 superseded value.
 CG0220
 CG0220.The geoid height was determined by GEOID03.
 CG0220
 CG0220;                    North         East    Units  Estimated Accuracy
 CG0220;SPC AZ C     -    48,960.      303,740.      MT  (+/- 180 meters Scaled)
 CG0220
 CG0220                          SUPERSEDED SURVEY CONTROL
 CG0220
 CG0220  NGVD 29 (??/??/92) 1071.209  (m)         3514.46   (f) ADJ UNCH    2 0
 CG0220
 CG0220.Superseded values are not recommended for survey control.
 CG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0220.See file dsdata.txt to determine how the superseded data were derived.
 CG0220
 CG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV032781(NAD 83)
 CG0220_MARKER: DZ = AZIMUTH MARK DISK
 CG0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0220_SP_SET: BRIDGE
 CG0220_STAMPING: 3514.97 436+24 87 1948
 CG0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0220
 CG0220  HISTORY     - Date     Condition        Report By
 CG0220  HISTORY     - 1948     MONUMENTED       AZHD
 CG0220  HISTORY     - 1959     GOOD             NGS
 CG0220  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0220  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0220
 CG0220                          STATION DESCRIPTION
 CG0220
 CG0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0220'7.0 MI N FROM NOGALES.
 CG0220'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0220'RAILROAD TRACKS, THENCE 6.85 MILES NORTH ALONG U.S. HIGHWAY 89, 0.4
 CG0220'MILE NORTH OF MILEPOST 8, CEMENTED IN THE CENTER OF THE WEST HEADWALL
 CG0220'OF A 7 FOOT CONCRETE BRIDGE, 25 FEET WEST OF THE CENTER OF THE
 CG0220'HIGHWAY.
 CG0220
 CG0220                          STATION RECOVERY (1976)
 CG0220
 CG0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0220'MARK NOT FOUND.
 CG0220
 CG0220                          STATION RECOVERY (1980)
 CG0220
 CG0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0220'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE IS A NEW HEADWALL
 CG0220'AT THE DESCRIBED LOCATION AND THE MARK IS BELIEVED DESTROYED BY
 CG0220'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1569 ***********************************************************************
 CZ1569  DESIGNATION -  3518+00
 CZ1569  PID         -  CZ1569
 CZ1569  STATE/COUNTY-  AZ/PINAL
 CZ1569  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1569
 CZ1569                         *CURRENT SURVEY CONTROL
 CZ1569  ___________________________________________________________________
 CZ1569* NAD 83(1986)-  32 47 43.     (N)    111 38 55.     (W)     SCALED    
 CZ1569* NAVD 88     -       455.19   (+/-2cm)    1493.4    (feet)  VERTCON   
 CZ1569  ___________________________________________________________________
 CZ1569  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1569  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1569
 CZ1569.The horizontal coordinates were scaled from a topographic map and have
 CZ1569.an estimated accuracy of +/- 6 seconds.
 CZ1569
 CZ1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1569.The vertical order pertains to the NGVD 29 superseded value.
 CZ1569
 CZ1569.The geoid height was determined by GEOID03.
 CZ1569
 CZ1569;                    North         East    Units  Estimated Accuracy
 CZ1569;SPC AZ C     -   199,080.      238,470.      MT  (+/- 180 meters Scaled)
 CZ1569
 CZ1569                          SUPERSEDED SURVEY CONTROL
 CZ1569
 CZ1569  NGVD 29 (??/??/92)  454.640  (m)         1491.60   (f) ADJ UNCH    1 2
 CZ1569
 CZ1569.Superseded values are not recommended for survey control.
 CZ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1569.See file dsdata.txt to determine how the superseded data were derived.
 CZ1569
 CZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB392287(NAD 83)
 CZ1569_MARKER: DD = SURVEY DISK
 CZ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1569_STAMPING: 3518+00
 CZ1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1569+STABILITY: SURFACE MOTION
 CZ1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1569+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1569
 CZ1569  HISTORY     - Date     Condition        Report By
 CZ1569  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1569  HISTORY     - 1975     GOOD             AZDT
 CZ1569  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1569
 CZ1569                          STATION DESCRIPTION
 CZ1569
 CZ1569'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1569'9.15 MI SE FROM CASA BLANCA.
 CZ1569'FROM MILEPOST 202, I-10, WEST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1569'LEFT.  ALONG THE SOUTH R/W FENCE.  4 FT. EAST OF AN ANGLE IRON,
 CZ1569'STENCILED, POT 3518+00.  MARKED BY A P AND M SURVEY SIGN.  AN AHD
 CZ1569'BRASS CAP, SET IN AN 8 IN. POST, UP 0.4 FT.
 CZ1569
 CZ1569                          STATION RECOVERY (2007)
 CZ1569
 CZ1569'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0474 ***********************************************************************
 ES0474  DESIGNATION -  3518.2
 ES0474  PID         -  ES0474
 ES0474  STATE/COUNTY-  AZ/YAVAPAI
 ES0474  USGS QUAD   -  CORNVILLE (1968)
 ES0474
 ES0474                         *CURRENT SURVEY CONTROL
 ES0474  ___________________________________________________________________
 ES0474* NAD 83(1986)-  34 41 00.     (N)    111 59 58.     (W)     SCALED    
 ES0474* NAVD 88     -      1073.387  (meters)    3521.60   (feet)  ADJUSTED  
 ES0474  ___________________________________________________________________
 ES0474  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0474  DYNAMIC HT  -        1072.027 (meters)    3517.14  (feet)  COMP
 ES0474  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 ES0474
 ES0474  VERT ORDER  -  FIRST     CLASS II
 ES0474
 ES0474.The horizontal coordinates were scaled from a topographic map and have
 ES0474.an estimated accuracy of +/- 6 seconds.
 ES0474
 ES0474.The orthometric height was determined by differential leveling
 ES0474.and adjusted in June 1991.
 ES0474
 ES0474.The geoid height was determined by GEOID03.
 ES0474
 ES0474.The dynamic height is computed by dividing the NAVD 88
 ES0474.geopotential number by the normal gravity value computed on the
 ES0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0474.degrees latitude (g = 980.6199 gals.).
 ES0474
 ES0474.The modeled gravity was interpolated from observed gravity values.
 ES0474
 ES0474;                    North         East    Units  Estimated Accuracy
 ES0474;SPC AZ C     -   408,450.      205,780.      MT  (+/- 180 meters Scaled)
 ES0474
 ES0474                          SUPERSEDED SURVEY CONTROL
 ES0474
 ES0474  NGVD 29 (??/??/92) 1072.643  (m)         3519.16   (f) ADJ UNCH    1 2
 ES0474
 ES0474.Superseded values are not recommended for survey control.
 ES0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0474.See file dsdata.txt to determine how the superseded data were derived.
 ES0474
 ES0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD084383(NAD 83)
 ES0474_MARKER: O = CHISELED CIRCLE
 ES0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0474_SP_SET: CULVERT
 ES0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0474
 ES0474  HISTORY     - Date     Condition        Report By
 ES0474  HISTORY     - UNK      MONUMENTED       USGS
 ES0474  HISTORY     - 1933     GOOD             NGS
 ES0474  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ES0474
 ES0474                          STATION DESCRIPTION
 ES0474
 ES0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0474'5.8 MI SE FROM COTTONWOOD.
 ES0474'AT SIDE OF HIGHWAY, 7.3 MILES NORTHWEST OF OLD AULTMAN STORE, ON TOP
 ES0474'OF FLAT RIDGE AT INTERSECTION OF SIDE ROAD TO QUAIL SPRINGS, ON NORTH
 ES0474'END OF WEST HEADWALL OF CONCRETE HIGHWAY CULVERT, HEADWALL PAINTED
 ES0474'U.S.B.M. 3518.2.
 ES0474
 ES0474                          STATION RECOVERY (2005)
 ES0474
 ES0474'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0474'MARK NOT FOUND.  NO HEADWALL PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0655 ***********************************************************************
 CG0655  DESIGNATION -  3522.3
 CG0655  PID         -  CG0655
 CG0655  STATE/COUNTY-  AZ/PIMA
 CG0655  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0655
 CG0655                         *CURRENT SURVEY CONTROL
 CG0655  ___________________________________________________________________
 CG0655* NAD 83(1986)-  31 53 27.     (N)    111 39 42.     (W)     SCALED    
 CG0655* NAVD 88     -      1074.30   (+/-2cm)    3524.6    (feet)  VERTCON   
 CG0655  ___________________________________________________________________
 CG0655  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CG0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0655
 CG0655.The horizontal coordinates were scaled from a topographic map and have
 CG0655.an estimated accuracy of +/- 6 seconds.
 CG0655
 CG0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0655.The vertical order pertains to the NGVD 29 superseded value.
 CG0655
 CG0655.The geoid height was determined by GEOID03.
 CG0655
 CG0655;                    North         East    Units  Estimated Accuracy
 CG0655;SPC AZ C     -    98,790.      237,480.      MT  (+/- 180 meters Scaled)
 CG0655
 CG0655                          SUPERSEDED SURVEY CONTROL
 CG0655
 CG0655  NGVD 29 (??/??/92) 1073.521  (m)         3522.04   (f) ADJ UNCH    2 0
 CG0655
 CG0655.Superseded values are not recommended for survey control.
 CG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0655.See file dsdata.txt to determine how the superseded data were derived.
 CG0655
 CG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA374285(NAD 83)
 CG0655_MARKER: N = NAIL
 CG0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0655_SP_SET: METAL TAG
 CG0655_STAMPING: 3522.3
 CG0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0655
 CG0655  HISTORY     - Date     Condition        Report By
 CG0655  HISTORY     - UNK      MONUMENTED       USGS
 CG0655  HISTORY     - 1952     GOOD             NGS
 CG0655
 CG0655                          STATION DESCRIPTION
 CG0655
 CG0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0655'22.55 MI E FROM SELLS.
 CG0655'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0655'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 9.45 MILES
 CG0655'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, SET IN THE SOUTH BASE OF
 CG0655'A MESQUITE TREE, 51.2 FEET SOUTHEAST OF B.M. D 306, 35 FEET NORTHEAST
 CG0655'OF THE CENTER LINE OF THE ROAD, 15.2 FEET SOUTHWEST OF A FENCE LINE,
 CG0655'AND ABOUT 1 FOOT HIGHER THAN THE ROAD, A COPPER NAIL AND WASHER WITH A
 CG0655'METAL TAG STAMPED 3522.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0237 ***********************************************************************
 DU0237  DESIGNATION -  3525
 DU0237  PID         -  DU0237
 DU0237  STATE/COUNTY-  AZ/GILA
 DU0237  USGS QUAD   -  GLOBE (1982)
 DU0237
 DU0237                         *CURRENT SURVEY CONTROL
 DU0237  ___________________________________________________________________
 DU0237* NAD 83(1986)-  33 23 45.     (N)    110 47 13.     (W)     SCALED    
 DU0237* NAVD 88     -      1074.84   (+/-2cm)    3526.4    (feet)  VERTCON   
 DU0237  ___________________________________________________________________
 DU0237  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0237  VERT ORDER  -  ? (See Below)
 DU0237
 DU0237.The horizontal coordinates were scaled from a topographic map and have
 DU0237.an estimated accuracy of +/- 6 seconds.
 DU0237
 DU0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0237.The vertical order pertains to the NGVD 29 superseded value.
 DU0237
 DU0237.The geoid height was determined by GEOID03.
 DU0237
 DU0237;                    North         East    Units  Estimated Accuracy
 DU0237;SPC AZ E     -   265,820.      155,660.      MT  (+/- 180 meters Scaled)
 DU0237
 DU0237                          SUPERSEDED SURVEY CONTROL
 DU0237
 DU0237  NGVD 29 (??/??/92) 1074.212  (m)         3524.31   (f) ADJ UNCH    ?  
 DU0237
 DU0237.Superseded values are not recommended for survey control.
 DU0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0237.See file dsdata.txt to determine how the superseded data were derived.
 DU0237
 DU0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB198951(NAD 83)
 DU0237_MARKER: DD = SURVEY DISK
 DU0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0237_SP_SET: STONE
 DU0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0237
 DU0237  HISTORY     - Date     Condition        Report By
 DU0237  HISTORY     - UNK      MONUMENTED       USGS
 DU0237  HISTORY     - 1933     GOOD             NGS
 DU0237  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0237  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0237
 DU0237                          STATION DESCRIPTION
 DU0237
 DU0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0237'IN GLOBE.
 DU0237'IN SOUTHWESTERLY CORNER OF GILA COUNTY COURT HOUSE, IN WESTERLY FACE
 DU0237'OF, 3 FEET ABOVE SIDEWALK.  NOTE-- THIS MARK WAS RESTABLISHED IN NEW
 DU0237'COURT HOUSE BUILDING IN 1906 BY E. T. STEWART, COUNTY RECORDER AND
 DU0237'U.S. MINERAL SURVEYOR.  MARK WAS RESTABLISHED FROM TWO REFERENCE MARKS
 DU0237'ESTABLISHED BEFORE OLD BUILDING WAS RAZED.  THIS WAS DONE BY AUTHORITY
 DU0237'OF THE U.S.G.S.
 DU0237
 DU0237                          STATION RECOVERY (1979)
 DU0237
 DU0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0237'NOTE=THIS MARK SHOULD BE CONCIDERED DESTROYED.
 DU0237
 DU0237                          STATION RECOVERY (2008)
 DU0237
 DU0237'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0237'ACCORDING TO THE 1933 REPORT, THIS MARK WAS DESTROYED AND THEN RESET.
 DU0237'THE CURRENT DISK AT THE SITE IS THE RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0238 ***********************************************************************
 DU0238  DESIGNATION -  3525 RESET
 DU0238  PID         -  DU0238
 DU0238  STATE/COUNTY-  AZ/GILA
 DU0238  USGS QUAD   -  GLOBE (1982)
 DU0238
 DU0238                         *CURRENT SURVEY CONTROL
 DU0238  ___________________________________________________________________
 DU0238* NAD 83(1986)-  33 23 45.     (N)    110 47 14.     (W)     SCALED    
 DU0238* NAVD 88     -      1074.848  (meters)    3526.40   (feet)  ADJUSTED  
 DU0238  ___________________________________________________________________
 DU0238  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0238  DYNAMIC HT  -        1073.389 (meters)    3521.61  (feet)  COMP
 DU0238  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 DU0238
 DU0238  VERT ORDER  -  FIRST     CLASS II
 DU0238
 DU0238.The horizontal coordinates were scaled from a topographic map and have
 DU0238.an estimated accuracy of +/- 6 seconds.
 DU0238
 DU0238.The orthometric height was determined by differential leveling
 DU0238.and adjusted in June 1991.
 DU0238
 DU0238.The geoid height was determined by GEOID03.
 DU0238
 DU0238.The dynamic height is computed by dividing the NAVD 88
 DU0238.geopotential number by the normal gravity value computed on the
 DU0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0238.degrees latitude (g = 980.6199 gals.).
 DU0238
 DU0238.The modeled gravity was interpolated from observed gravity values.
 DU0238
 DU0238;                    North         East    Units  Estimated Accuracy
 DU0238;SPC AZ E     -   265,820.      155,630.      MT  (+/- 180 meters Scaled)
 DU0238
 DU0238                          SUPERSEDED SURVEY CONTROL
 DU0238
 DU0238.No superseded survey control is available for this station.
 DU0238
 DU0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB197951(NAD 83)
 DU0238_MARKER: DD = SURVEY DISK
 DU0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0238_SP_SET: BUILDING
 DU0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0238+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU0238
 DU0238  HISTORY     - Date     Condition        Report By
 DU0238  HISTORY     - 1906     MONUMENTED       USGS
 DU0238  HISTORY     - 1933     GOOD             NGS
 DU0238  HISTORY     - 1979     GOOD             NGS
 DU0238  HISTORY     - 1979     GOOD             NGS
 DU0238  HISTORY     - 20061112 GOOD             GEOCAC
 DU0238
 DU0238                          STATION DESCRIPTION
 DU0238
 DU0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0238'IN GLOBE.
 DU0238'IN SOUTHWESTERLY CORNER OF GILA COUNTY COURT HOUSE, IN WESTERLY FACE
 DU0238'OF, 3 FEET ABOVE SIDEWALK.
 DU0238
 DU0238                          STATION RECOVERY (1979)
 DU0238
 DU0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0238'IN GLOBE, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE OLD
 DU0238'COURTHOUSE AT SOUTH BROAD STREET AND WEST OAK STREET, 62 FEET
 DU0238'NORTHEAST OF THE CENTERLINE OF SOUTH BROAD, 30 FEET NORTHWEST
 DU0238'OF THE CENTERLINE OF WEST OAK STREET.
 DU0238'THE MARK IS 3 FT ABOVE THE SIDEWALK.
 DU0238
 DU0238                          STATION RECOVERY (1979)
 DU0238
 DU0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0238'IN GLOBE, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE OLD
 DU0238'COURTHOUSE AT SOUTH BROAD STREET AND WEST OAK STREET, 62 FEET
 DU0238'NORTHEAST OF THE CENTERLINE OF SOUTH BROAD, 30 FEET NORTHWEST
 DU0238'OF THE CENTERLINE OF WEST OAK STREET.
 DU0238'THE MARK IS 3 FT ABOVE THE SIDEWALK.
 DU0238
 DU0238                          STATION RECOVERY (2006)
 DU0238
 DU0238'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0538 ***********************************************************************
 CZ0538  DESIGNATION -  354+91.6
 CZ0538  PID         -  CZ0538
 CZ0538  STATE/COUNTY-  AZ/PIMA
 CZ0538  USGS QUAD   -  JAYNES (1992)
 CZ0538
 CZ0538                         *CURRENT SURVEY CONTROL
 CZ0538  ___________________________________________________________________
 CZ0538* NAD 83(1986)-  32 20 59.     (N)    111 04 42.     (W)     SCALED    
 CZ0538* NAVD 88     -       662.295  (meters)    2172.88   (feet)  ADJUSTED  
 CZ0538  ___________________________________________________________________
 CZ0538  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0538  DYNAMIC HT  -         661.404 (meters)    2169.96  (feet)  COMP
 CZ0538  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 CZ0538
 CZ0538  VERT ORDER  -  FIRST     CLASS II
 CZ0538
 CZ0538.The horizontal coordinates were scaled from a topographic map and have
 CZ0538.an estimated accuracy of +/- 6 seconds.
 CZ0538
 CZ0538.The orthometric height was determined by differential leveling
 CZ0538.and adjusted in June 1991.
 CZ0538
 CZ0538.The geoid height was determined by GEOID03.
 CZ0538
 CZ0538.The dynamic height is computed by dividing the NAVD 88
 CZ0538.geopotential number by the normal gravity value computed on the
 CZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0538.degrees latitude (g = 980.6199 gals.).
 CZ0538
 CZ0538.The modeled gravity was interpolated from observed gravity values.
 CZ0538
 CZ0538;                    North         East    Units  Estimated Accuracy
 CZ0538;SPC AZ C     -   149,950.      292,270.      MT  (+/- 180 meters Scaled)
 CZ0538
 CZ0538                          SUPERSEDED SURVEY CONTROL
 CZ0538
 CZ0538  NGVD 29 (??/??/92)  661.637  (m)         2170.72   (f) ADJ UNCH    1 2
 CZ0538
 CZ0538.Superseded values are not recommended for survey control.
 CZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0538.See file dsdata.txt to determine how the superseded data were derived.
 CZ0538
 CZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA926792(NAD 83)
 CZ0538_MARKER: DD = SURVEY DISK
 CZ0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0538_SP_SET: BRIDGE
 CZ0538_STAMPING: 2171.20 1930 354+91.6
 CZ0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0538+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0538
 CZ0538  HISTORY     - Date     Condition        Report By
 CZ0538  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0538  HISTORY     - 1951     GOOD             NGS
 CZ0538  HISTORY     - 1960     GOOD             NGS
 CZ0538  HISTORY     - 1980     GOOD             NGS
 CZ0538  HISTORY     - 19970309 GOOD             USPSQD
 CZ0538  HISTORY     - 20060316 GOOD             USPSQD
 CZ0538
 CZ0538                          STATION DESCRIPTION
 CZ0538
 CZ0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0538'0.7 MI SE FROM CORTARO.
 CZ0538'0.7 MILE SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0538'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0538'SOUTHEAST OF A T JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST ACROSS
 CZ0538'THE RAILROAD TRACKS, 3 POLE NORTHWEST OF MILE POLE 973, AT RAILROAD
 CZ0538'MILEAGE 972.88, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0538'CURBING OF A SMALL CONCRETE HIGHWAY BRIDGE, 50.3 FEET SOUTH OF
 CZ0538'TELEGRAPH POLE 8, 16 1/2 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND
 CZ0538'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0538
 CZ0538                          STATION RECOVERY (1960)
 CZ0538
 CZ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0538'RECOVERED IN GOOD CONDITION.
 CZ0538
 CZ0538                          STATION RECOVERY (1980)
 CZ0538
 CZ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0538'17.8 KILOMETERS (11.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0538'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0538'SOUTHEAST OF PIMA FARM ROAD LEADING EAST, 3 POLES NORTHWEST OF MILE
 CZ0538'POST 973, SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A
 CZ0538'CONCRETE BRIDGE UNDER THE FRONTAGE ROAD, 37.8 METERS (124 FEET)
 CZ0538'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 4.9
 CZ0538'METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0538'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0538
 CZ0538                          STATION RECOVERY (1997)
 CZ0538
 CZ0538'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0538'RECOVERED IN GOOD CONDITION.
 CZ0538
 CZ0538                          STATION RECOVERY (2006)
 CZ0538
 CZ0538'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0491 ***********************************************************************
 CG0491  DESIGNATION -  3548
 CG0491  PID         -  CG0491
 CG0491  STATE/COUNTY-  AZ/PIMA
 CG0491  USGS QUAD   -  TWIN BUTTES (1981)
 CG0491
 CG0491                         *CURRENT SURVEY CONTROL
 CG0491  ___________________________________________________________________
 CG0491* NAD 83(1986)-  31 58 21.     (N)    111 05 41.     (W)     SCALED    
 CG0491* NAVD 88     -      1082.27   (+/-2cm)    3550.7    (feet)  VERTCON   
 CG0491  ___________________________________________________________________
 CG0491  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0491
 CG0491.The horizontal coordinates were scaled from a topographic map and have
 CG0491.an estimated accuracy of +/- 6 seconds.
 CG0491
 CG0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0491.The vertical order pertains to the NGVD 29 superseded value.
 CG0491
 CG0491.The geoid height was determined by GEOID03.
 CG0491
 CG0491;                    North         East    Units  Estimated Accuracy
 CG0491;SPC AZ C     -   108,110.      291,050.      MT  (+/- 180 meters Scaled)
 CG0491
 CG0491                          SUPERSEDED SURVEY CONTROL
 CG0491
 CG0491  NGVD 29 (??/??/92) 1081.521  (m)         3548.29   (f) ADJ UNCH    2 0
 CG0491
 CG0491.Superseded values are not recommended for survey control.
 CG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0491.See file dsdata.txt to determine how the superseded data were derived.
 CG0491
 CG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA910373(NAD 83)
 CG0491_MARKER: DD = SURVEY DISK
 CG0491_SETTING: 0 = UNSPECIFIED SETTING
 CG0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0491
 CG0491  HISTORY     - Date     Condition        Report By
 CG0491  HISTORY     - UNK      MONUMENTED       USE
 CG0491  HISTORY     - 1957     MARK NOT FOUND   NGS
 CG0491
 CG0491                          STATION DESCRIPTION
 CG0491
 CG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CG0491'IN SAN XAVIER.
 CG0491'AT SAN XAVIER, PIMA COUNTY, AT THE JUNCTION OF THE TUCSON ROAD AND THE
 CG0491'LA CANADA ROAD.  75 FEET SOUTH OF THE CENTERLINE OF THE TUCSON ROAD,
 CG0491'45 FEET WEST OF THE CENTERLINE OF THE LA CANADA ROAD, 15 FEET NORTH OF
 CG0491'A FENCE CORNER, AND IN A ROCK FLUSH WITH THE GROUND.  A CORPS OF
 CG0491'ENGINEERS, U.S. ARMY, STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0490 ***********************************************************************
 CG0490  DESIGNATION -  3548 RM=3542
 CG0490  PID         -  CG0490
 CG0490  STATE/COUNTY-  AZ/PIMA
 CG0490  USGS QUAD   -  TWIN BUTTES (1981)
 CG0490
 CG0490                         *CURRENT SURVEY CONTROL
 CG0490  ___________________________________________________________________
 CG0490* NAD 83(1986)-  31 58 23.     (N)    111 05 42.     (W)     SCALED    
 CG0490* NAVD 88     -      1081.15   (+/-2cm)    3547.1    (feet)  VERTCON   
 CG0490  ___________________________________________________________________
 CG0490  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0490
 CG0490.The horizontal coordinates were scaled from a topographic map and have
 CG0490.an estimated accuracy of +/- 6 seconds.
 CG0490
 CG0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0490.The vertical order pertains to the NGVD 29 superseded value.
 CG0490
 CG0490.The geoid height was determined by GEOID03.
 CG0490
 CG0490;                    North         East    Units  Estimated Accuracy
 CG0490;SPC AZ C     -   108,170.      291,020.      MT  (+/- 180 meters Scaled)
 CG0490
 CG0490                          SUPERSEDED SURVEY CONTROL
 CG0490
 CG0490  NGVD 29 (??/??/92) 1080.40   (m)         3544.6    (f) COMPUTED    2 0
 CG0490
 CG0490.Superseded values are not recommended for survey control.
 CG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0490.See file dsdata.txt to determine how the superseded data were derived.
 CG0490
 CG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA910374(NAD 83)
 CG0490_MARKER: B = BOLT
 CG0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0490_SP_SET: BLOCK
 CG0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0490
 CG0490  HISTORY     - Date     Condition        Report By
 CG0490  HISTORY     - UNK      MONUMENTED       USE
 CG0490  HISTORY     - 1935     GOOD             NGS
 CG0490
 CG0490                          STATION DESCRIPTION
 CG0490
 CG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0490'IN SAN XAVIER.
 CG0490'AT SAN XAVIER, PIMA COUNTY, AT THE JUNCTION OF THE TUCSON ROAD AND THE
 CG0490'LA CANADA ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE LA CANADA ROAD,
 CG0490'AND 30 FEET WEST OF THE CENTERLINE OF THE TUCSON ROAD.  AN IRON BOLT,
 CG0490'SET IN A CONCRETE BLOCK.  NOTE-- THIS MARK WAS DESIGNATED R.R. 3542 IN
 CG0490'THE ORIGINAL LIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0741 ***********************************************************************
 DA0741  DESIGNATION -  3562+85
 DA0741  PID         -  DA0741
 DA0741  STATE/COUNTY-  AZ/MARICOPA
 DA0741  USGS QUAD   -  SENTINEL (1986)
 DA0741
 DA0741                         *CURRENT SURVEY CONTROL
 DA0741  ___________________________________________________________________
 DA0741* NAD 83(1986)-  32 51 33.     (N)    113 11 59.     (W)     SCALED    
 DA0741* NAVD 88     -       212.40   (+/-2cm)     696.8    (feet)  VERTCON   
 DA0741  ___________________________________________________________________
 DA0741  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DA0741  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0741
 DA0741.The horizontal coordinates were scaled from a topographic map and have
 DA0741.an estimated accuracy of +/- 6 seconds.
 DA0741
 DA0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0741.The vertical order pertains to the NGVD 29 superseded value.
 DA0741
 DA0741.The geoid height was determined by GEOID03.
 DA0741
 DA0741;                    North         East    Units  Estimated Accuracy
 DA0741;SPC AZ C     -   206,860.       93,270.      MT  (+/- 180 meters Scaled)
 DA0741
 DA0741                          SUPERSEDED SURVEY CONTROL
 DA0741
 DA0741  NGVD 29 (??/??/92)  211.797  (m)          694.87   (f) ADJ UNCH    1 2
 DA0741
 DA0741.Superseded values are not recommended for survey control.
 DA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0741.See file dsdata.txt to determine how the superseded data were derived.
 DA0741
 DA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB941378(NAD 83)
 DA0741_MARKER: DD = SURVEY DISK
 DA0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0741_SP_SET: BRIDGE
 DA0741_STAMPING: ELEV. 694.75 STA. 3562+85 1949
 DA0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0741
 DA0741  HISTORY     - Date     Condition        Report By
 DA0741  HISTORY     - 1949     MONUMENTED       AZHD
 DA0741  HISTORY     - 1952     GOOD             NGS
 DA0741  HISTORY     - 1960     GOOD             NGS
 DA0741  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0741  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0741
 DA0741                          STATION DESCRIPTION
 DA0741
 DA0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0741'0.6 MI E FROM SENTINEL.
 DA0741'0.6 MILE EAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA0741'COMPANY RAILROAD WATER TANK AT SENTINEL, IN THE SOUTH GUARD RAIL OF A
 DA0741'HIGHWAY BRIDGE, 6.6 FEET WEST OF THE EAST END OF THE BRIDGE, 7.1 FEET
 DA0741'EAST OF THE WEST END OF THE BRIDGE, 23.2 FEET SOUTH OF THE CENTER LINE
 DA0741'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 DA0741
 DA0741                          STATION RECOVERY (1960)
 DA0741
 DA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0741'RECOVERED IN GOOD CONDITION.
 DA0741
 DA0741                          STATION RECOVERY (1980)
 DA0741
 DA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0741'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW INTERSTATE HIGHWAY BUILT IN
 DA0741'THE AREA DESCRIBED, MARK BELIEVED DESTROYED.
 DA0741
 DA0741                          STATION RECOVERY (1980)
 DA0741
 DA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0741'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW INTERSTATE HIGHWAY BUILT IN
 DA0741'THE AREA DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0477 ***********************************************************************
 FR0477  DESIGNATION -  3563.62
 FR0477  PID         -  FR0477
 FR0477  STATE/COUNTY-  AZ/MOHAVE
 FR0477  USGS QUAD   -  ANTARES (1980)
 FR0477
 FR0477                         *CURRENT SURVEY CONTROL
 FR0477  ___________________________________________________________________
 FR0477* NAD 83(1986)-  35 23 49.     (N)    113 45 14.     (W)     SCALED    
 FR0477* NAVD 88     -      1086.757  (meters)    3565.47   (feet)  POSTED    
 FR0477  ___________________________________________________________________
 FR0477  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FR0477  DYNAMIC HT  -        1085.460 (meters)    3561.21  (feet)  COMP
 FR0477  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 FR0477
 FR0477  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0477
 FR0477.The horizontal coordinates were scaled from a topographic map and have
 FR0477.an estimated accuracy of +/- 6 seconds.
 FR0477
 FR0477.The orthometric height was determined by differential leveling
 FR0477.and adjusted by the  in 1992.
 FR0477.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0477.was located on a no-check spur therefore a value was not computed.
 FR0477.No vertical observational check was made to the station.
 FR0477
 FR0477.The geoid height was determined by GEOID03.
 FR0477
 FR0477.The dynamic height is computed by dividing the NAVD 88
 FR0477.geopotential number by the normal gravity value computed on the
 FR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0477.degrees latitude (g = 980.6199 gals.).
 FR0477
 FR0477.The modeled gravity was interpolated from observed gravity values.
 FR0477
 FR0477;                    North         East    Units  Estimated Accuracy
 FR0477;SPC AZ W     -   487,630.      213,010.      MT  (+/- 180 meters Scaled)
 FR0477
 FR0477                          SUPERSEDED SURVEY CONTROL
 FR0477
 FR0477  NGVD 29 (??/??/92) 1085.955  (m)         3562.84   (f) ADJ UNCH    1 1
 FR0477
 FR0477.Superseded values are not recommended for survey control.
 FR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0477.See file dsdata.txt to determine how the superseded data were derived.
 FR0477
 FR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE498205(NAD 83)
 FR0477_MARKER: DD = SURVEY DISK
 FR0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0477_SP_SET: BRIDGE
 FR0477_STAMPING: 3563.62 1302-525 1934
 FR0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0477
 FR0477  HISTORY     - Date     Condition        Report By
 FR0477  HISTORY     - 1934     MONUMENTED       AZHD
 FR0477  HISTORY     - 1940     GOOD             NGS
 FR0477  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0477
 FR0477                          STATION DESCRIPTION
 FR0477
 FR0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0477'2.4 MI NW FROM HACKBERRY.
 FR0477'2.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0477'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 130 FEET NORTH OF THE
 FR0477'CENTERLINE OF THE TRACK, ON THE RIGHT OF WAY OF U.S. HIGHWAY 66
 FR0477'PARALLELING THE TRACK, AT RAILROAD BRIDGE A 492, AT A CONCRETE HIGHWAY
 FR0477'CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL, 20 FEET
 FR0477'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1/2 FOOT HIGHER THAN THE
 FR0477'PAVEMENT.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 FR0477'3563.62 1302-525 1934.
 FR0477
 FR0477                          STATION RECOVERY (1982)
 FR0477
 FR0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0477'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0197 ***********************************************************************
 CG0197  DESIGNATION -  3566.66
 CG0197  PID         -  CG0197
 CG0197  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0197  USGS QUAD   -  RIO RICO (1981)
 CG0197
 CG0197                         *CURRENT SURVEY CONTROL
 CG0197  ___________________________________________________________________
 CG0197* NAD 83(1986)-  31 24 42.     (N)    110 57 20.     (W)     SCALED    
 CG0197* NAVD 88     -      1091.758  (meters)    3581.88   (feet)  ADJUSTED  
 CG0197  ___________________________________________________________________
 CG0197  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0197  DYNAMIC HT  -        1090.089 (meters)    3576.40  (feet)  COMP
 CG0197  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 CG0197
 CG0197  VERT ORDER  -  FIRST     CLASS II
 CG0197
 CG0197.The horizontal coordinates were scaled from a topographic map and have
 CG0197.an estimated accuracy of +/- 6 seconds.
 CG0197
 CG0197.The orthometric height was determined by differential leveling
 CG0197.and adjusted in June 1991.
 CG0197
 CG0197.The geoid height was determined by GEOID03.
 CG0197
 CG0197.The dynamic height is computed by dividing the NAVD 88
 CG0197.geopotential number by the normal gravity value computed on the
 CG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0197.degrees latitude (g = 980.6199 gals.).
 CG0197
 CG0197.The modeled gravity was interpolated from observed gravity values.
 CG0197
 CG0197;                    North         East    Units  Estimated Accuracy
 CG0197;SPC AZ C     -    46,040.      304,750.      MT  (+/- 180 meters Scaled)
 CG0197
 CG0197                          SUPERSEDED SURVEY CONTROL
 CG0197
 CG0197  NGVD 29 (??/??/92) 1090.922  (m)         3579.13   (f) ADJ UNCH    1 2
 CG0197
 CG0197.Superseded values are not recommended for survey control.
 CG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0197.See file dsdata.txt to determine how the superseded data were derived.
 CG0197
 CG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV042752(NAD 83)
 CG0197_MARKER: DB = BENCH MARK DISK
 CG0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0197_SP_SET: CULVERT
 CG0197_STAMPING: 3566.66 1931 246+64.0
 CG0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0197
 CG0197  HISTORY     - Date     Condition        Report By
 CG0197  HISTORY     - 1931     MONUMENTED       AZHD
 CG0197  HISTORY     - 1954     GOOD             NGS
 CG0197  HISTORY     - 1959     GOOD             NGS
 CG0197  HISTORY     - 1980     POOR             NGS
 CG0197
 CG0197                          STATION DESCRIPTION
 CG0197
 CG0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0197'6.2 MI N FROM NOGALES.
 CG0197'6.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0197'STATION AT NOGALES, 83.4 FEET WEST OF THE WEST RAIL AT THE NORTH END
 CG0197'OF BRIDGE 1046.60, AT A DOUBLE CONCRETE BOX CULVERT UNDER FORMER U. S.
 CG0197'HIGHWAY 89, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE
 CG0197'HEAD WALL, 13.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 CG0197'1/2 FOOT HIGHER THAN THE HIGHWAY.
 CG0197
 CG0197                          STATION RECOVERY (1959)
 CG0197
 CG0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0197'RECOVERED IN GOOD CONDITION.
 CG0197
 CG0197                          STATION RECOVERY (1980)
 CG0197
 CG0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0197'9.7 KILOMETERS (6.05 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0197'FROM THE COUNTY COURTHOUSE IN NOGALES, SET IN THE TOP CENTER OF THE
 CG0197'EAST HEADWALL OF A DOUBLE BOX CULVERT FOR OLD TUCSON ROAD, 25.4 METERS
 CG0197'(83 FEET) WEST OF THE WEST RAIL AT THE NORTH END OF RAILROAD BRIDGE
 CG0197'1046.60 AND 4.1 METERS (13.6 FEET) EAST OF THE CENTERLINE OF THE
 CG0197'ROAD.  THE SOUTH END OF THE HEADWALL HAS BEEN HIT AND BROKEN OFF AND
 CG0197'THE STRUCTURE IS CRACKED IN A FEW OTHER PLACES.
 CG0197'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0348 ***********************************************************************
 ES0348  DESIGNATION -  3573
 ES0348  PID         -  ES0348
 ES0348  STATE/COUNTY-  AZ/YAVAPAI
 ES0348  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0348
 ES0348                         *CURRENT SURVEY CONTROL
 ES0348  ___________________________________________________________________
 ES0348* NAD 83(1986)-  34 29 01.     (N)    111 44 11.     (W)     SCALED    
 ES0348* NAVD 88     -      1090.039  (meters)    3576.24   (feet)  ADJUSTED  
 ES0348  ___________________________________________________________________
 ES0348  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0348  DYNAMIC HT  -        1088.648 (meters)    3571.67  (feet)  COMP
 ES0348  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 ES0348
 ES0348  VERT ORDER  -  FIRST     CLASS II
 ES0348
 ES0348.The horizontal coordinates were scaled from a topographic map and have
 ES0348.an estimated accuracy of +/- 6 seconds.
 ES0348
 ES0348.The orthometric height was determined by differential leveling
 ES0348.and adjusted in June 1991.
 ES0348
 ES0348.The geoid height was determined by GEOID03.
 ES0348
 ES0348.The dynamic height is computed by dividing the NAVD 88
 ES0348.geopotential number by the normal gravity value computed on the
 ES0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0348.degrees latitude (g = 980.6199 gals.).
 ES0348
 ES0348.The modeled gravity was interpolated from observed gravity values.
 ES0348
 ES0348;                    North         East    Units  Estimated Accuracy
 ES0348;SPC AZ C     -   386,310.      229,920.      MT  (+/- 180 meters Scaled)
 ES0348
 ES0348                          SUPERSEDED SURVEY CONTROL
 ES0348
 ES0348  NGVD 29 (??/??/92) 1089.314  (m)         3573.86   (f) ADJ UNCH    1 2
 ES0348
 ES0348.Superseded values are not recommended for survey control.
 ES0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0348.See file dsdata.txt to determine how the superseded data were derived.
 ES0348
 ES0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD323160(NAD 83)
 ES0348_MARKER: Q = CHISELED SQUARE
 ES0348_SETTING: 80 = SET IN A BOULDER
 ES0348_SP_SET: BOULDER
 ES0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0348+STABILITY: SURFACE MOTION
 ES0348
 ES0348  HISTORY     - Date     Condition        Report By
 ES0348  HISTORY     - UNK      MONUMENTED       USGS
 ES0348  HISTORY     - 1933     GOOD             NGS
 ES0348  HISTORY     - 20080725 MARK NOT FOUND   GEOCAC
 ES0348
 ES0348                          STATION DESCRIPTION
 ES0348
 ES0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0348'11.4 MI SE FROM CAMP VERDE.
 ES0348'AT SIDE OF HIGHWAY, 3.8 MILES SOUTHEAST OF CLEAR CREEK HIGHWAY BRIDGE,
 ES0348'15 FEET NORTH OF HIGHWAY CENTER-LINE, PAINTED SQUARE ON TOP OF LARGE
 ES0348'BOULDER, BOULDER PAINTED U.S. 3573 B.M.
 ES0348
 ES0348                          STATION RECOVERY (2008)
 ES0348
 ES0348'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0348'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NUMBER OF
 ES0348'BOULDERS NORTH OF THE HIGHWAY, AND SOME THAT HAVE BEEN DISLODGED BY
 ES0348'GRADERS. NONE OF THE INSPECTED BOULDERS HAD HAD ANY EVIDENCE OF PAINT
 ES0348'OR ANY CHISELED MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1574 ***********************************************************************
 CZ1574  DESIGNATION -  3591+00
 CZ1574  PID         -  CZ1574
 CZ1574  STATE/COUNTY-  AZ/PINAL
 CZ1574  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1574
 CZ1574                         *CURRENT SURVEY CONTROL
 CZ1574  ___________________________________________________________________
 CZ1574* NAD 83(1986)-  32 47 01.     (N)    111 37 48.     (W)     SCALED    
 CZ1574* NAVD 88     -       460.27   (+/-2cm)    1510.1    (feet)  VERTCON   
 CZ1574  ___________________________________________________________________
 CZ1574  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1574  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1574
 CZ1574.The horizontal coordinates were scaled from a topographic map and have
 CZ1574.an estimated accuracy of +/- 6 seconds.
 CZ1574
 CZ1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1574.The vertical order pertains to the NGVD 29 superseded value.
 CZ1574
 CZ1574.The geoid height was determined by GEOID03.
 CZ1574
 CZ1574;                    North         East    Units  Estimated Accuracy
 CZ1574;SPC AZ C     -   197,790.      240,210.      MT  (+/- 180 meters Scaled)
 CZ1574
 CZ1574                          SUPERSEDED SURVEY CONTROL
 CZ1574
 CZ1574  NGVD 29 (??/??/92)  459.721  (m)         1508.27   (f) ADJ UNCH    1 2
 CZ1574
 CZ1574.Superseded values are not recommended for survey control.
 CZ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1574.See file dsdata.txt to determine how the superseded data were derived.
 CZ1574
 CZ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB410274(NAD 83)
 CZ1574_MARKER: DD = SURVEY DISK
 CZ1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1574_STAMPING: STA 3591+00
 CZ1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1574+STABILITY: SURFACE MOTION
 CZ1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1574+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1574
 CZ1574  HISTORY     - Date     Condition        Report By
 CZ1574  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1574  HISTORY     - 1975     GOOD             AZDT
 CZ1574  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1574
 CZ1574                          STATION DESCRIPTION
 CZ1574
 CZ1574'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1574'7.75 MI NW FROM ELOY.
 CZ1574'FROM MILEPOST 203, I-10, EAST FOR 0.1 MILES AND TO THE STATION ON THE
 CZ1574'RIGHT.  ON THE SOUTH R/W FENCE.  MARKED BY A P AND M SURVEY SIGN.  AN
 CZ1574'AHD BRASS CAP, SET IN AN 8 IN. POST, UP.
 CZ1574
 CZ1574                          STATION RECOVERY (2007)
 CZ1574
 CZ1574'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0198 ***********************************************************************
 CG0198  DESIGNATION -  3598
 CG0198  PID         -  CG0198
 CG0198  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0198  USGS QUAD   -  RIO RICO (1981)
 CG0198
 CG0198                         *CURRENT SURVEY CONTROL
 CG0198  ___________________________________________________________________
 CG0198* NAD 83(1986)-  31 24 16.     (N)    110 57 10.     (W)     SCALED    
 CG0198* NAVD 88     -      1101.39   (+/-2cm)    3613.5    (feet)  VERTCON   
 CG0198  ___________________________________________________________________
 CG0198  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0198  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0198
 CG0198.The horizontal coordinates were scaled from a topographic map and have
 CG0198.an estimated accuracy of +/- 6 seconds.
 CG0198
 CG0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0198.The vertical order pertains to the NGVD 29 superseded value.
 CG0198
 CG0198.The geoid height was determined by GEOID03.
 CG0198
 CG0198;                    North         East    Units  Estimated Accuracy
 CG0198;SPC AZ C     -    45,240.      305,020.      MT  (+/- 180 meters Scaled)
 CG0198
 CG0198                          SUPERSEDED SURVEY CONTROL
 CG0198
 CG0198  NGVD 29 (??/??/92) 1100.513  (m)         3610.60   (f) ADJ UNCH    1 2
 CG0198
 CG0198.Superseded values are not recommended for survey control.
 CG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0198.See file dsdata.txt to determine how the superseded data were derived.
 CG0198
 CG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV044744(NAD 83)
 CG0198_MARKER: P = PIPE CAP
 CG0198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0198_STAMPING: 3598 NOGLS N9 6
 CG0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0198
 CG0198  HISTORY     - Date     Condition        Report By
 CG0198  HISTORY     - UNK      MONUMENTED       USGS
 CG0198  HISTORY     - 1954     GOOD             NGS
 CG0198  HISTORY     - 1959     GOOD             NGS
 CG0198  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0198
 CG0198                          STATION DESCRIPTION
 CG0198
 CG0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0198'5.7 MI N FROM NOGALES.
 CG0198'5.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0198'STATION AT NOGALES, 0.1 MILE SOUTH OF MILEPOLE 1044, ABOUT 35 YARDS
 CG0198'NORTHEAST OF AND ACROSS FORMER U. S. HIGHWAY 89 FROM THE NORTHEAST
 CG0198'CORNER OF A FARMHOUSE, 94 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 CG0198'THE 4TH. TELEPHONE POLE SOUTH OF MILEPOLE 1044, 48.1 FEET WEST OF THE
 CG0198'WEST RAIL, 45.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 CG0198'NORTH OF THE CENTER LINE OF A TRACK ROAD, 1.3 FEET SOUTH OF A WITNESS
 CG0198'POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A
 CG0198'3-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 0.6 FOOT
 CG0198'ABOVE THE GROUND.  NOTE-- THE DISK IS SLANTING.  THE ROD WAS HELD ON
 CG0198'THE LETTERS SUR OF THE WORD SURVEY DURING THE 1954 RELEVELING.
 CG0198
 CG0198                          STATION RECOVERY (1959)
 CG0198
 CG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0198'RECOVERED IN GOOD CONDITION.
 CG0198
 CG0198                          STATION RECOVERY (1980)
 CG0198
 CG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0198'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE IS A PAVED ROAD
 CG0198'AT THE DESCRIBED LOCATION AND MEASUREMENTS PLACE THE MARK UNDER THE
 CG0198'PAVEMENT.  THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1576 ***********************************************************************
 DV1576  DESIGNATION -  36 A
 DV1576  PID         -  DV1576
 DV1576  STATE/COUNTY-  AZ/LA PAZ
 DV1576  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1576
 DV1576                         *CURRENT SURVEY CONTROL
 DV1576  ___________________________________________________________________
 DV1576* NAD 83(1986)-  33 34 34.     (N)    113 23 44.     (W)     SCALED    
 DV1576* NAVD 88     -       423.36   (+/-2cm)    1389.0    (feet)  VERTCON   
 DV1576  ___________________________________________________________________
 DV1576  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1576
 DV1576.The horizontal coordinates were scaled from a topographic map and have
 DV1576.an estimated accuracy of +/- 6 seconds.
 DV1576
 DV1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1576.The vertical order pertains to the NGVD 29 superseded value.
 DV1576
 DV1576.The geoid height was determined by GEOID03.
 DV1576
 DV1576;                    North         East    Units  Estimated Accuracy
 DV1576;SPC AZ W     -   285,710.      246,270.      MT  (+/- 180 meters Scaled)
 DV1576
 DV1576                          SUPERSEDED SURVEY CONTROL
 DV1576
 DV1576  NGVD 29 (??/??/92)  422.691  (m)         1386.78   (f) ADJ UNCH    2 0
 DV1576
 DV1576.Superseded values are not recommended for survey control.
 DV1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1576.See file dsdata.txt to determine how the superseded data were derived.
 DV1576
 DV1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC776177(NAD 83)
 DV1576_MARKER: DD = SURVEY DISK
 DV1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1576_STAMPING: 36 A 1962
 DV1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1576+STABILITY: SURFACE MOTION
 DV1576
 DV1576  HISTORY     - Date     Condition        Report By
 DV1576  HISTORY     - 1962     MONUMENTED       AZHD
 DV1576
 DV1576                          STATION DESCRIPTION
 DV1576
 DV1576'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1576'26.7 MI SE FROM SALOME.
 DV1576'0.5 MILE EAST-SOUTHEAST OF G 413 36, AN ARIZONA HIGHWAY DISK STAMPED
 DV1576'36 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND
 DV1576'IN THE CENTER OF THE MEDIAM STRIP OF PORPOSED INTERSTATE HIGHWAY 10,
 DV1576'1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0826 ***********************************************************************
 FQ0826  DESIGNATION -  36 BKC
 FQ0826  PID         -  FQ0826
 FQ0826  STATE/COUNTY-  AZ/COCONINO
 FQ0826  USGS QUAD   -  WUPATKI SE (1969)
 FQ0826
 FQ0826                         *CURRENT SURVEY CONTROL
 FQ0826  ___________________________________________________________________
 FQ0826* NAD 83(1986)-  35 33 44.     (N)    111 15 08.     (W)     SCALED    
 FQ0826* NAVD 88     -      1346.924  (meters)    4419.03   (feet)  POSTED    
 FQ0826  ___________________________________________________________________
 FQ0826  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0826  DYNAMIC HT  -        1345.240 (meters)    4413.51  (feet)  COMP
 FQ0826  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 FQ0826
 FQ0826  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0826
 FQ0826.The horizontal coordinates were scaled from a topographic map and have
 FQ0826.an estimated accuracy of +/- 6 seconds.
 FQ0826
 FQ0826.The orthometric height was determined by differential leveling
 FQ0826.and adjusted by the  in 1992.
 FQ0826.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0826.rate of 0.0 thru 1.0 mm/km.
 FQ0826
 FQ0826.The geoid height was determined by GEOID03.
 FQ0826
 FQ0826.The dynamic height is computed by dividing the NAVD 88
 FQ0826.geopotential number by the normal gravity value computed on the
 FQ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0826.degrees latitude (g = 980.6199 gals.).
 FQ0826
 FQ0826.The modeled gravity was interpolated from observed gravity values.
 FQ0826
 FQ0826;                    North         East    Units  Estimated Accuracy
 FQ0826;SPC AZ C     -   506,150.      273,590.      MT  (+/- 180 meters Scaled)
 FQ0826
 FQ0826                          SUPERSEDED SURVEY CONTROL
 FQ0826
 FQ0826.No superseded survey control is available for this station.
 FQ0826
 FQ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE771354(NAD 83)
 FQ0826_MARKER: DB = BENCH MARK DISK
 FQ0826_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0826_SP_SET: ROCK OUTCROP
 FQ0826_STAMPING: 36 BKC 1968
 FQ0826_MARK LOGO: USGS  
 FQ0826_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0826+STABILITY: POSITION/ELEVATION WELL
 FQ0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0826+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0826
 FQ0826  HISTORY     - Date     Condition        Report By
 FQ0826  HISTORY     - 1968     MONUMENTED       USGS
 FQ0826
 FQ0826                          STATION DESCRIPTION
 FQ0826
 FQ0826'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0826'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0826'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0826'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0826'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0826'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0826'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0826'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0826'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST 1.0 MILE, 19 FEET SOUTH
 FQ0826'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1413 ***********************************************************************
 CZ1413  DESIGNATION -  36 DOR
 CZ1413  PID         -  CZ1413
 CZ1413  STATE/COUNTY-  AZ/PIMA
 CZ1413  USGS QUAD   -  TUCSON (1992)
 CZ1413
 CZ1413                         *CURRENT SURVEY CONTROL
 CZ1413  ___________________________________________________________________
 CZ1413* NAD 83(1986)-  32 14 25.     (N)    110 58 40.     (W)     SCALED    
 CZ1413* NAVD 88     -       718.845  (meters)    2358.41   (feet)  ADJUSTED  
 CZ1413  ___________________________________________________________________
 CZ1413  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ1413  DYNAMIC HT  -         717.863 (meters)    2355.19  (feet)  COMP
 CZ1413  MODELED GRAV-     979,248.8   (mgal)                       NAVD 88
 CZ1413
 CZ1413  VERT ORDER  -  FIRST     CLASS II
 CZ1413
 CZ1413.The horizontal coordinates were scaled from a topographic map and have
 CZ1413.an estimated accuracy of +/- 6 seconds.
 CZ1413
 CZ1413.The orthometric height was determined by differential leveling
 CZ1413.and adjusted in June 1991.
 CZ1413
 CZ1413.The geoid height was determined by GEOID03.
 CZ1413
 CZ1413.The dynamic height is computed by dividing the NAVD 88
 CZ1413.geopotential number by the normal gravity value computed on the
 CZ1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1413.degrees latitude (g = 980.6199 gals.).
 CZ1413
 CZ1413.The modeled gravity was interpolated from observed gravity values.
 CZ1413
 CZ1413;                    North         East    Units  Estimated Accuracy
 CZ1413;SPC AZ C     -   137,900.      301,840.      MT  (+/- 180 meters Scaled)
 CZ1413
 CZ1413                          SUPERSEDED SURVEY CONTROL
 CZ1413
 CZ1413.No superseded survey control is available for this station.
 CZ1413
 CZ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020670(NAD 83)
 CZ1413_MARKER: DB = BENCH MARK DISK
 CZ1413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CZ1413_SP_SET: FOUNDATION
 CZ1413_STAMPING: 36 DOR 1975
 CZ1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1413
 CZ1413  HISTORY     - Date     Condition        Report By
 CZ1413  HISTORY     - 1975     MONUMENTED       USGS
 CZ1413  HISTORY     - 1980     GOOD             NGS
 CZ1413  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 CZ1413
 CZ1413                          STATION DESCRIPTION
 CZ1413
 CZ1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1413'IN TUCSON.
 CZ1413'IN TUCSON, AT THE NORTH END OF THE 1400 BLOCK OF NORTH MIRACLE MILE,
 CZ1413'IN TOP OF THE SOUTH FOUNDATION OF THE EAST POST OF TWO STONE AND
 CZ1413'COPPER ORE POSTS SUPPORTING A SIGN READING (HOME OF THE UNIVERSITY
 CZ1413'OF ARIZONA), 16.2 METERS (53 FEET) SOUTH OF THE SOUTH CURB OF ADAMS
 CZ1413'STREET, 11.2 METERS (36.7 FEET) EAST OF THE EAST CURB OF THE
 CZ1413'SOUTHBOUND LANES OF MIRACLE MILE AND 6.9 METERS (22.6 FEET) WEST
 CZ1413'OF THE WEST CURB OF THE NORTHBOUND LANES OF MIRACLE MILE.
 CZ1413'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 CZ1413
 CZ1413                          STATION RECOVERY (1995)
 CZ1413
 CZ1413'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0308 ***********************************************************************
 ES0308  DESIGNATION -  36 GCHD
 ES0308  PID         -  ES0308
 ES0308  STATE/COUNTY-  AZ/GILA
 ES0308  USGS QUAD   -  PINE (1973)
 ES0308
 ES0308                         *CURRENT SURVEY CONTROL
 ES0308  ___________________________________________________________________
 ES0308* NAD 83(1986)-  34 24 22.     (N)    111 29 31.     (W)     SCALED    
 ES0308* NAVD 88     -      1801.567  (meters)    5910.64   (feet)  ADJUSTED  
 ES0308  ___________________________________________________________________
 ES0308  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 ES0308  DYNAMIC HT  -        1799.022 (meters)    5902.29  (feet)  COMP
 ES0308  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 ES0308
 ES0308  VERT ORDER  -  FIRST     CLASS II
 ES0308
 ES0308.The horizontal coordinates were scaled from a topographic map and have
 ES0308.an estimated accuracy of +/- 6 seconds.
 ES0308
 ES0308.The orthometric height was determined by differential leveling
 ES0308.and adjusted in June 1991.
 ES0308
 ES0308.The geoid height was determined by GEOID03.
 ES0308
 ES0308.The dynamic height is computed by dividing the NAVD 88
 ES0308.geopotential number by the normal gravity value computed on the
 ES0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0308.degrees latitude (g = 980.6199 gals.).
 ES0308
 ES0308.The modeled gravity was interpolated from observed gravity values.
 ES0308
 ES0308;                    North         East    Units  Estimated Accuracy
 ES0308;SPC AZ E     -   378,490.       91,520.      MT  (+/- 180 meters Scaled)
 ES0308
 ES0308                          SUPERSEDED SURVEY CONTROL
 ES0308
 ES0308  NGVD 29 (??/??/92) 1800.726  (m)         5907.88   (f) ADJ UNCH    1 2
 ES0308
 ES0308.Superseded values are not recommended for survey control.
 ES0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0308.See file dsdata.txt to determine how the superseded data were derived.
 ES0308
 ES0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD547072(NAD 83)
 ES0308_MARKER: S = SPIKE
 ES0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0308_SP_SET: TREE
 ES0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0308
 ES0308  HISTORY     - Date     Condition        Report By
 ES0308  HISTORY     - UNK      MONUMENTED       LOCENG
 ES0308  HISTORY     - 1933     GOOD             NGS
 ES0308
 ES0308                          STATION DESCRIPTION
 ES0308
 ES0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0308'3.0 MI NW FROM PINE.
 ES0308'AT SIDE OF HIGHWAY, 600 FEET EAST OF STRAWBERRY CREEK CROSSING, 25
 ES0308'FEET SOUTH OF HIGHWAY CENTER-LINE, ON BASE OF ALLIGATOR JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0793 ***********************************************************************
 DA0793  DESIGNATION -  36 GWM
 DA0793  PID         -  DA0793
 DA0793  STATE/COUNTY-  AZ/PIMA
 DA0793  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0793
 DA0793                         *CURRENT SURVEY CONTROL
 DA0793  ___________________________________________________________________
 DA0793* NAD 83(1986)-  32 30 14.     (N)    113 16 30.     (W)     SCALED    
 DA0793* NAVD 88     -       205.06   (+/-2cm)     672.8    (feet)  VERTCON   
 DA0793  ___________________________________________________________________
 DA0793  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0793
 DA0793.The horizontal coordinates were scaled from a topographic map and have
 DA0793.an estimated accuracy of +/- 6 seconds.
 DA0793
 DA0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0793.The vertical order pertains to the NGVD 29 superseded value.
 DA0793
 DA0793.The geoid height was determined by GEOID03.
 DA0793
 DA0793;                    North         East    Units  Estimated Accuracy
 DA0793;SPC AZ C     -   167,550.       85,720.      MT  (+/- 180 meters Scaled)
 DA0793
 DA0793                          SUPERSEDED SURVEY CONTROL
 DA0793
 DA0793  NGVD 29 (??/??/92)  204.430  (m)          670.70   (f) ADJ UNCH    2 0
 DA0793
 DA0793.Superseded values are not recommended for survey control.
 DA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0793.See file dsdata.txt to determine how the superseded data were derived.
 DA0793
 DA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA862985(NAD 83)
 DA0793_MARKER: DD = SURVEY DISK
 DA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0793_STAMPING: 36 GWM 1948 671
 DA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0793+STABILITY: SURFACE MOTION
 DA0793
 DA0793  HISTORY     - Date     Condition        Report By
 DA0793  HISTORY     - 1948     MONUMENTED       USGS
 DA0793  HISTORY     - 1962     GOOD             NGS
 DA0793
 DA0793                          STATION DESCRIPTION
 DA0793
 DA0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0793'0.25 MI NW FROM TONY TANK.
 DA0793'ABOUT 0.25 MILE NORTHWEST ALONG A TRAIL ROAD FROM THE STONE WATER TANK
 DA0793'AT TONY TANK, 1.4 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0793'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 36, AT THE JUNCTION OF THE
 DA0793'TRAIL ROAD AND A DIM TRAIL ROAD LEADING WEST, 111 FEET SOUTHWEST OF
 DA0793'THE CENTER LINE OF THE TRAIL ROAD, 31 FEET SOUTH OF THE CENTER LINE OF
 DA0793'THE DIM TRAIL ROAD LEADING WEST, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 DA0793'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DA0793'A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0628 ***********************************************************************
 FP0628  DESIGNATION -  36 HLS
 FP0628  PID         -  FP0628
 FP0628  STATE/COUNTY-  AZ/APACHE
 FP0628  USGS QUAD   -  GANADO (1973)
 FP0628
 FP0628                         *CURRENT SURVEY CONTROL
 FP0628  ___________________________________________________________________
 FP0628* NAD 83(1986)-  35 42 22.     (N)    109 32 33.     (W)     SCALED    
 FP0628* NAVD 88     -      1969.358  (meters)    6461.14   (feet)  ADJUSTED  
 FP0628  ___________________________________________________________________
 FP0628  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FP0628  DYNAMIC HT  -        1966.669 (meters)    6452.31  (feet)  COMP
 FP0628  MODELED GRAV-     979,197.1   (mgal)                       NAVD 88
 FP0628
 FP0628  VERT ORDER  -  SECOND    CLASS II
 FP0628
 FP0628.The horizontal coordinates were scaled from a topographic map and have
 FP0628.an estimated accuracy of +/- 6 seconds.
 FP0628
 FP0628.The orthometric height was determined by differential leveling
 FP0628.and adjusted in June 1991.
 FP0628
 FP0628.The geoid height was determined by GEOID03.
 FP0628
 FP0628.The dynamic height is computed by dividing the NAVD 88
 FP0628.geopotential number by the normal gravity value computed on the
 FP0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0628.degrees latitude (g = 980.6199 gals.).
 FP0628
 FP0628.The modeled gravity was interpolated from observed gravity values.
 FP0628
 FP0628;                    North         East    Units  Estimated Accuracy
 FP0628;SPC AZ E     -   522,090.      269,840.      MT  (+/- 180 meters Scaled)
 FP0628
 FP0628                          SUPERSEDED SURVEY CONTROL
 FP0628
 FP0628  NGVD 29 (??/??/92) 1968.39   (m)         6458.0    (f) COMPUTED    2 2
 FP0628
 FP0628.Superseded values are not recommended for survey control.
 FP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0628.See file dsdata.txt to determine how the superseded data were derived.
 FP0628
 FP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE318523(NAD 83)
 FP0628_MARKER: DB = BENCH MARK DISK
 FP0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0628_SP_SET: COPPER-CLAD STEEL ROD
 FP0628_STAMPING: 36 HLS 1970 6458
 FP0628_MARK LOGO: USGS  
 FP0628_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0628+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0628
 FP0628  HISTORY     - Date     Condition        Report By
 FP0628  HISTORY     - 1970     MONUMENTED       USGS
 FP0628
 FP0628                          STATION DESCRIPTION
 FP0628
 FP0628'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0628'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 0.3 MILES SOUTH
 FP0628'ALONG STATE HIGHWAY 63, 0.2 MILES SOUTH OF THE JUNCTION OF STATE
 FP0628'HIGHWAY 63 AND STATE HIGHWAY 264, 88 FEET WEST OF THE HIGHWAY, 18
 FP0628'FEET NORTH OF A TRACK ROAD, 2 FEET NORTH OF SECTION CORNER
 FP0628'27/T27N/R26E, 1 FOOT EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0628'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1721 ***********************************************************************
 DU1721  DESIGNATION -  360 A
 DU1721  PID         -  DU1721
 DU1721  STATE/COUNTY-  AZ/MARICOPA
 DU1721  USGS QUAD   -  TEMPE (1982)
 DU1721
 DU1721                         *CURRENT SURVEY CONTROL
 DU1721  ___________________________________________________________________
 DU1721* NAD 83(1986)-  33 24 26.     (N)    111 58 10.     (W)     SCALED    
 DU1721* NAVD 88     -       356.586  (meters)    1169.90   (feet)  ADJUSTED  
 DU1721  ___________________________________________________________________
 DU1721  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1721  DYNAMIC HT  -         356.176 (meters)    1168.55  (feet)  COMP
 DU1721  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DU1721
 DU1721  VERT ORDER  -  SECOND    CLASS I
 DU1721
 DU1721.The horizontal coordinates were scaled from a topographic map and have
 DU1721.an estimated accuracy of +/- 6 seconds.
 DU1721
 DU1721.The orthometric height was determined by differential leveling
 DU1721.and adjusted in November 1993.
 DU1721
 DU1721.The geoid height was determined by GEOID03.
 DU1721
 DU1721.The dynamic height is computed by dividing the NAVD 88
 DU1721.geopotential number by the normal gravity value computed on the
 DU1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1721.degrees latitude (g = 980.6199 gals.).
 DU1721
 DU1721.The modeled gravity was interpolated from observed gravity values.
 DU1721
 DU1721;                    North         East    Units  Estimated Accuracy
 DU1721;SPC AZ C     -   266,910.      208,450.      MT  (+/- 180 meters Scaled)
 DU1721
 DU1721                          SUPERSEDED SURVEY CONTROL
 DU1721
 DU1721.No superseded survey control is available for this station.
 DU1721
 DU1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098968(NAD 83)
 DU1721_MARKER: DB = BENCH MARK DISK
 DU1721_SETTING: 66 = SET IN ROCK OUTCROP
 DU1721_SP_SET: BEDROCK
 DU1721_STAMPING: 360-A
 DU1721_MARK LOGO: AZDT  
 DU1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1721+STABILITY: POSITION/ELEVATION WELL
 DU1721
 DU1721  HISTORY     - Date     Condition        Report By
 DU1721  HISTORY     - 1981     MONUMENTED       AZDT
 DU1721  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU1721
 DU1721                          STATION DESCRIPTION
 DU1721
 DU1721'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1721'IN TEMPE.
 DU1721'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1721'TRAVEL NORTH ALONG INTERSTATE 10 FOR 2.14 MI (3.45 KM) THROUGH A ROCK
 DU1721'CUT TO THE MARK ON THE RIGHT, 250 FT (76.20 METERS) SOUTHEAST UP A
 DU1721'GRADUAL SLOPE, 99.8 FT (30.12 METERS) NORTH OF AN AZDT BRASS CAP
 DU1721'STAMPED SGT-24, 36.5 FT (11.11 METERS) NORTHWEST OF A 5/8-INCH REBAR
 DU1721'IN CONCRETE WHICH IS THE NORTH 1/4 CORNER SECTION 29, 13.5 FT
 DU1721'(4.11 METERS) WEST OF CHAINLINK FENCE, A STANDARD AZDT ALUMINUM CAP
 DU1721'EPOXIED IN BEDROCK AND MARKED WITH A SIGN IN THE CHAINLINKED FENCE.
 DU1721
 DU1721                          STATION RECOVERY (2007)
 DU1721
 DU1721'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1721'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1721'MARK. THE WESTERN END OF THE BUTTE HAS BEEN BLASTED AWAY TO CREATE A
 DU1721'NEW EXIT RAMP OFF OF I-10 TO 52ND AVE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1668 ***********************************************************************
 DU1668  DESIGNATION -  360 AA
 DU1668  PID         -  DU1668
 DU1668  STATE/COUNTY-  AZ/MARICOPA
 DU1668  USGS QUAD   -  MESA (1982)
 DU1668
 DU1668                         *CURRENT SURVEY CONTROL
 DU1668  ___________________________________________________________________
 DU1668* NAD 83(1986)-  33 23 12.     (N)    111 47 49.     (W)     SCALED    
 DU1668* NAVD 88     -       373.942  (meters)    1226.84   (feet)  ADJUSTED  
 DU1668  ___________________________________________________________________
 DU1668  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1668  DYNAMIC HT  -         373.498 (meters)    1225.38  (feet)  COMP
 DU1668  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 DU1668
 DU1668  VERT ORDER  -  SECOND    CLASS I
 DU1668
 DU1668.The horizontal coordinates were scaled from a topographic map and have
 DU1668.an estimated accuracy of +/- 6 seconds.
 DU1668
 DU1668.The orthometric height was determined by differential leveling
 DU1668.and adjusted in January 1998.
 DU1668
 DU1668.The geoid height was determined by GEOID03.
 DU1668
 DU1668.The dynamic height is computed by dividing the NAVD 88
 DU1668.geopotential number by the normal gravity value computed on the
 DU1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1668.degrees latitude (g = 980.6199 gals.).
 DU1668
 DU1668.The modeled gravity was interpolated from observed gravity values.
 DU1668
 DU1668;                    North         East    Units  Estimated Accuracy
 DU1668;SPC AZ C     -   264,640.      224,500.      MT  (+/- 180 meters Scaled)
 DU1668
 DU1668                          SUPERSEDED SURVEY CONTROL
 DU1668
 DU1668  NAVD 88 (11/29/93)  373.921  (m)         1226.77   (f) UNKNOWN     2 1
 DU1668
 DU1668.Superseded values are not recommended for survey control.
 DU1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1668.See file dsdata.txt to determine how the superseded data were derived.
 DU1668
 DU1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB258944(NAD 83)
 DU1668_MARKER: DD = SURVEY DISK
 DU1668_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1668_SP_SET: CULVERT HEADWALL
 DU1668_STAMPING: 360 AA
 DU1668_MARK LOGO: AZDT  
 DU1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1668+STABILITY: SURFACE MOTION
 DU1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1668+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1668
 DU1668  HISTORY     - Date     Condition        Report By
 DU1668  HISTORY     - 1981     MONUMENTED       AZDT
 DU1668  HISTORY     - 19941012 GOOD             NGS
 DU1668  HISTORY     - 20051029 GOOD             GEOCAC
 DU1668  HISTORY     - 20080421 GOOD             GEOCAC
 DU1668
 DU1668                          STATION DESCRIPTION
 DU1668
 DU1668'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1668'IN MESA.
 DU1668'IN MESA, 0.5 MI (0.81 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1668'GILBERT ROAD TO HARRIS DRIVE OVERPASS, THE MARK IS 227.3 FT
 DU1668'(69.28 METERS) NORTH OF THE CENTERLINE OF S.R. 360, 83.0 FT
 DU1668'(25.30 METERS) WEST OF THE CENTERLINE OF HARRIS ROAD, A STANDARD AZDT
 DU1668'ALUMINUM CAP SET IN TOP OF THE CENTER OF WEST CANAL HEADWALL.
 DU1668
 DU1668                          STATION RECOVERY (1994)
 DU1668
 DU1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1668'IN MESA, AT THE INTERSECTION OF HARRIS DRIVE AND U.S.  HIGHWAY 60, IN
 DU1668'TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1668'HEADWALL OF A CULVERT UNDER THE DRIVE, 62.1 M (203.7 FT) NORTH OF THE
 DU1668'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 25.6 M (84.0 FT) WEST OF
 DU1668'THE DRIVE CENTER, 13.2 M (43.3 FT) WEST OF A CHAIN-LINK FENCE, AND 3.0
 DU1668'M (9.8 FT) BELOW THE LEVEL OF THE DRIVE.
 DU1668
 DU1668                          STATION RECOVERY (2005)
 DU1668
 DU1668'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU1668'RECOVERED AS DESCRIBED AT  33 23 12.7 (N)  111 47 50.0 (W)
 DU1668
 DU1668                          STATION RECOVERY (2008)
 DU1668
 DU1668'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1668'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1668'23.212' W111 47.832'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1720 ***********************************************************************
 DU1720  DESIGNATION -  360 B
 DU1720  PID         -  DU1720
 DU1720  STATE/COUNTY-  AZ/MARICOPA
 DU1720  USGS QUAD   -  TEMPE (1982)
 DU1720
 DU1720                         *CURRENT SURVEY CONTROL
 DU1720  ___________________________________________________________________
 DU1720* NAD 83(1986)-  33 24 26.     (N)    111 58 09.     (W)     SCALED    
 DU1720* NAVD 88     -       355.052  (meters)    1164.87   (feet)  ADJUSTED  
 DU1720  ___________________________________________________________________
 DU1720  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1720  DYNAMIC HT  -         354.645 (meters)    1163.53  (feet)  COMP
 DU1720  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DU1720
 DU1720  VERT ORDER  -  SECOND    CLASS I
 DU1720
 DU1720.The horizontal coordinates were scaled from a topographic map and have
 DU1720.an estimated accuracy of +/- 6 seconds.
 DU1720
 DU1720.The orthometric height was determined by differential leveling
 DU1720.and adjusted in November 1993.
 DU1720
 DU1720.The geoid height was determined by GEOID03.
 DU1720
 DU1720.The dynamic height is computed by dividing the NAVD 88
 DU1720.geopotential number by the normal gravity value computed on the
 DU1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1720.degrees latitude (g = 980.6199 gals.).
 DU1720
 DU1720.The modeled gravity was interpolated from observed gravity values.
 DU1720
 DU1720;                    North         East    Units  Estimated Accuracy
 DU1720;SPC AZ C     -   266,910.      208,480.      MT  (+/- 180 meters Scaled)
 DU1720
 DU1720                          SUPERSEDED SURVEY CONTROL
 DU1720
 DU1720.No superseded survey control is available for this station.
 DU1720
 DU1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098968(NAD 83)
 DU1720_MARKER: DB = BENCH MARK DISK
 DU1720_SETTING: 66 = SET IN ROCK OUTCROP
 DU1720_SP_SET: BEDROCK
 DU1720_STAMPING: 360-B
 DU1720_MARK LOGO: AZDT  
 DU1720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1720+STABILITY: POSITION/ELEVATION WELL
 DU1720
 DU1720  HISTORY     - Date     Condition        Report By
 DU1720  HISTORY     - 1981     MONUMENTED       AZDT
 DU1720  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU1720
 DU1720                          STATION DESCRIPTION
 DU1720
 DU1720'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1720'IN TEMPE.
 DU1720'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1720'TRAVEL NORTH ALONG INTERSTATE 10 FOR 2.14 MI (3.45 KM) THROUGH A ROCK
 DU1720'CUT TO THE MARK ON THE RIGHT, 250 FT (76.20 METERS) SOUTHEAST UP A
 DU1720'GRADUAL SLOPE, 159.2 FT (48.52 METERS) NORTH OF A BRASS CAP MARKED
 DU1720'SGT-24, 93.0 FT (28.35 METERS) NORTH OF A 5/8-INCH REBAR IN CONCRETE
 DU1720'WHICH IS THE NORTH 1/4 CORNER SECTION 29, 6.0 FT (1.52 METERS) WEST OF
 DU1720'CHAINLINK FENCE, A STANDARD AZDT ALUMINUM CAP EPOXIED IN BEDROCK AND
 DU1720'MARKED WITH A SIGN IN THE CHAINLINK FENCE.
 DU1720
 DU1720                          STATION RECOVERY (2007)
 DU1720
 DU1720'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1720'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1720'MARK. THE WESTERN END OF THE BUTTE HAS BEEN BLASTED AWAY TO CREATE A
 DU1720'NEW EXIT RAMP OFF OF I-10 TO 52ND AVE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1667 ***********************************************************************
 DU1667  DESIGNATION -  360 BB
 DU1667  PID         -  DU1667
 DU1667  STATE/COUNTY-  AZ/MARICOPA
 DU1667  USGS QUAD   -  MESA (1982)
 DU1667
 DU1667                         *CURRENT SURVEY CONTROL
 DU1667  ___________________________________________________________________
 DU1667* NAD 83(1986)-  33 23 09.     (N)    111 47 47.     (W)     SCALED    
 DU1667* NAVD 88     -       377.877  (meters)    1239.75   (feet)  ADJUSTED  
 DU1667  ___________________________________________________________________
 DU1667  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1667  DYNAMIC HT  -         377.429 (meters)    1238.28  (feet)  COMP
 DU1667  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 DU1667
 DU1667  VERT ORDER  -  SECOND    CLASS I
 DU1667
 DU1667.The horizontal coordinates were scaled from a topographic map and have
 DU1667.an estimated accuracy of +/- 6 seconds.
 DU1667
 DU1667.The orthometric height was determined by differential leveling
 DU1667.and adjusted in January 1998.
 DU1667
 DU1667.The geoid height was determined by GEOID03.
 DU1667
 DU1667.The dynamic height is computed by dividing the NAVD 88
 DU1667.geopotential number by the normal gravity value computed on the
 DU1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1667.degrees latitude (g = 980.6199 gals.).
 DU1667
 DU1667.The modeled gravity was interpolated from observed gravity values.
 DU1667
 DU1667;                    North         East    Units  Estimated Accuracy
 DU1667;SPC AZ C     -   264,550.      224,550.      MT  (+/- 180 meters Scaled)
 DU1667
 DU1667                          SUPERSEDED SURVEY CONTROL
 DU1667
 DU1667  NAVD 88 (11/29/93)  377.856  (m)         1239.68   (f) UNKNOWN     2 1
 DU1667
 DU1667.Superseded values are not recommended for survey control.
 DU1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1667.See file dsdata.txt to determine how the superseded data were derived.
 DU1667
 DU1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB259943(NAD 83)
 DU1667_MARKER: DD = SURVEY DISK
 DU1667_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1667_SP_SET: BRIDGE WALKWAY
 DU1667_STAMPING: 360-BB B.M.
 DU1667_MARK LOGO: AZDT  
 DU1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1667+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1667
 DU1667  HISTORY     - Date     Condition        Report By
 DU1667  HISTORY     - 1981     MONUMENTED       AZDT
 DU1667  HISTORY     - 19941012 GOOD             NGS
 DU1667  HISTORY     - 20020519 GOOD             INDIV
 DU1667  HISTORY     - 20051029 GOOD             GEOCAC
 DU1667  HISTORY     - 20080421 GOOD             GEOCAC
 DU1667
 DU1667                          STATION DESCRIPTION
 DU1667
 DU1667'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1667'IN MESA.
 DU1667'IN MESA, 0.5 MI (0.81 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1667'GILBERT ROAD TO HARRIS DRIVE OVERPASS, STATION LOCATED 117.3 FT
 DU1667'(35.77 METERS) NORTH OF CENTERLINE OF SUPERSTITION FREEWAY, 35.3 FT
 DU1667'(10.75 METERS) EAST OF CENTERLINE OF HARRIS ROAD, A STANDARD AZDT
 DU1667'ALUMINUM CAP SET IN NORTHEAST CORNER OF BRIDGE SIDEWALK.
 DU1667
 DU1667                          STATION RECOVERY (1994)
 DU1667
 DU1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1667'IN MESA, AT THE INTERSECTION OF HARRIS DRIVE AND U.S.  HIGHWAY 60, IN
 DU1667'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1667'WALKWAY OF THE DRIVE OVERPASS OF THE HIGHWAY, 25.7 M (84.3 FT) NORTH
 DU1667'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT)
 DU1667'EAST OF AND LEVEL WITH THE DRIVE CENTER, 1.9 M (6.2 FT) WEST OF A
 DU1667'CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) EAST OF THE EAST THE EAST BRIDGE
 DU1667'RAIL.
 DU1667
 DU1667                          STATION RECOVERY (2002)
 DU1667
 DU1667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WJL)
 DU1667'RECOVERED IN GOOD CONDITION.
 DU1667
 DU1667                          STATION RECOVERY (2005)
 DU1667
 DU1667'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU1667'RECOVERED AS DESCRIBED AT   33 23 11.6 (N)  111 47 48.9 (W)
 DU1667
 DU1667                          STATION RECOVERY (2008)
 DU1667
 DU1667'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1667'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1667'23.193' W111 47.811'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1697 ***********************************************************************
 DU1697  DESIGNATION -  360 C
 DU1697  PID         -  DU1697
 DU1697  STATE/COUNTY-  AZ/MARICOPA
 DU1697  USGS QUAD   -  TEMPE (1982)
 DU1697
 DU1697                         *CURRENT SURVEY CONTROL
 DU1697  ___________________________________________________________________
 DU1697* NAD 83(1986)-  33 23 08.     (N)    111 55 38.     (W)     SCALED    
 DU1697* NAVD 88     -       361.007  (meters)    1184.40   (feet)  ADJUSTED  
 DU1697  ___________________________________________________________________
 DU1697  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1697  DYNAMIC HT  -         360.590 (meters)    1183.04  (feet)  COMP
 DU1697  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DU1697
 DU1697  VERT ORDER  -  SECOND    CLASS I
 DU1697
 DU1697.The horizontal coordinates were scaled from a topographic map and have
 DU1697.an estimated accuracy of +/- 6 seconds.
 DU1697
 DU1697.The orthometric height was determined by differential leveling
 DU1697.and adjusted in January 1998.
 DU1697
 DU1697.The geoid height was determined by GEOID03.
 DU1697
 DU1697.The dynamic height is computed by dividing the NAVD 88
 DU1697.geopotential number by the normal gravity value computed on the
 DU1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1697.degrees latitude (g = 980.6199 gals.).
 DU1697
 DU1697.The modeled gravity was interpolated from observed gravity values.
 DU1697
 DU1697;                    North         East    Units  Estimated Accuracy
 DU1697;SPC AZ C     -   264,510.      212,380.      MT  (+/- 180 meters Scaled)
 DU1697
 DU1697                          SUPERSEDED SURVEY CONTROL
 DU1697
 DU1697  NAVD 88 (11/29/93)  360.999  (m)         1184.38   (f) UNKNOWN     2 1
 DU1697
 DU1697.Superseded values are not recommended for survey control.
 DU1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1697.See file dsdata.txt to determine how the superseded data were derived.
 DU1697
 DU1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB137944(NAD 83)
 DU1697_MARKER: DD = SURVEY DISK
 DU1697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1697_SP_SET: BRIDGE WALKWAY
 DU1697_STAMPING: 360-C 81
 DU1697_MARK LOGO: AZDT  
 DU1697_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1697+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1697
 DU1697  HISTORY     - Date     Condition        Report By
 DU1697  HISTORY     - 1981     MONUMENTED       AZDT
 DU1697  HISTORY     - 19941012 GOOD             NGS
 DU1697  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 DU1697  HISTORY     - 20060407 POOR             GEOCAC
 DU1697  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1697
 DU1697                          STATION DESCRIPTION
 DU1697
 DU1697'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1697'IN TEMPE.
 DU1697'IN TEMPE, 8.0 MI (12.88 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1697'OF GILBERT ROAD TO RURAL ROAD, STATION LOCATED AT NORTHEAST CORNER OF
 DU1697'OVERPASS, 102.0 FT (31.09 METERS) NORTH OF S.R.  360 CENTERLINE, 53.5
 DU1697'FT (16.31 METERS) EAST OF RURAL ROAD CENTERLINE, 1.5 FT (0.45 METERS)
 DU1697'SOUTH OF EXPANSION JOINT, A STANDARD AZDT ALUMINUM CAP EPOXIED ON
 DU1697'BRIDGE SIDEWALK.
 DU1697
 DU1697                          STATION RECOVERY (1994)
 DU1697
 DU1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1697'IN TEMPE, AT THE INTERSECTION OF RURAL ROAD AND U.S.  HIGHWAY 60, IN
 DU1697'TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1697'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 22.1 M (72.5 FT) NORTH OF
 DU1697'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.1 M (20.0 FT)
 DU1697'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DU1697'ROAD, 3.0 M (9.8 FT) WEST OF A CHAIN LINK FENCE, 0.3 M (1.0 FT) SOUTH
 DU1697'OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE EAST
 DU1697'BRIDGE RAIL.
 DU1697
 DU1697                          STATION RECOVERY (2004)
 DU1697
 DU1697'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1697'THIS MARK MAY VERY WELL BE THERE. I WALKED THE INTERSECTION AND FOUND
 DU1697'THE THIS IS THE ENTRANCE TO THE FREEWAY. THE CURB IS BROKEN UP IN MANY
 DU1697'PLACES DUE TO RECENT WRECKS. THE CURB WILL EVENTUALLY BE REPAIRED.
 DU1697
 DU1697                          STATION RECOVERY (2006)
 DU1697
 DU1697'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1697'IT APPEARS THAT RURAL ROAD HAS BEEN WIDENED INTO THE EAST CONCRETE
 DU1697'WALKWAY   STRUCTURAL SUPPORTS AND MARKS WHERE THE OLD BARRICADE
 DU1697'BETWEEN THE ROAD AND WALKWAY WAS LOCATED CAN BE SEEN IN THE EAST MOST
 DU1697'NORTHBOUND LANE ON THE BRIDGE.
 DU1697'THE MARK IS MISSING, BUT IT APPEARS THAT THE EPOXY THAT WAS USED TO
 DU1697'HOLD THE MARK (WITH THE IMPRESSION OF THE BOTTOM OF THE MARK) IS
 DU1697'VISIBLE AT THE EDGE OF THE NORTHBOUND LANE, 1 FOOT SOUTH OF THE NORTH
 DU1697'EXPANSION JOINT.
 DU1697
 DU1697                          STATION RECOVERY (2008)
 DU1697
 DU1697'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1697'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1697'MARK. THE PEDESTRIAN WALKWAYS ON THE ORIGINAL BRIDGE DECK HAVE BEEN
 DU1697'ELIMINATED TO PROVIDE FOR ADDITIONAL TRAFFIC LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1666 ***********************************************************************
 DU1666  DESIGNATION -  360 CC
 DU1666  PID         -  DU1666
 DU1666  STATE/COUNTY-  AZ/MARICOPA
 DU1666  USGS QUAD   -  MESA (1982)
 DU1666
 DU1666                         *CURRENT SURVEY CONTROL
 DU1666  ___________________________________________________________________
 DU1666* NAD 83(1986)-  33 23 12.     (N)    111 47 51.     (W)     SCALED    
 DU1666* NAVD 88     -       374.028  (meters)    1227.12   (feet)  ADJUSTED  
 DU1666  ___________________________________________________________________
 DU1666  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1666  DYNAMIC HT  -         373.585 (meters)    1225.67  (feet)  COMP
 DU1666  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 DU1666
 DU1666  VERT ORDER  -  SECOND    CLASS I
 DU1666
 DU1666.The horizontal coordinates were scaled from a topographic map and have
 DU1666.an estimated accuracy of +/- 6 seconds.
 DU1666
 DU1666.The orthometric height was determined by differential leveling
 DU1666.and adjusted in January 1998.
 DU1666
 DU1666.The geoid height was determined by GEOID03.
 DU1666
 DU1666.The dynamic height is computed by dividing the NAVD 88
 DU1666.geopotential number by the normal gravity value computed on the
 DU1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1666.degrees latitude (g = 980.6199 gals.).
 DU1666
 DU1666.The modeled gravity was interpolated from observed gravity values.
 DU1666
 DU1666;                    North         East    Units  Estimated Accuracy
 DU1666;SPC AZ C     -   264,640.      224,450.      MT  (+/- 180 meters Scaled)
 DU1666
 DU1666                          SUPERSEDED SURVEY CONTROL
 DU1666
 DU1666  NAVD 88 (11/29/93)  374.007  (m)         1227.05   (f) UNKNOWN     2 1
 DU1666
 DU1666.Superseded values are not recommended for survey control.
 DU1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1666.See file dsdata.txt to determine how the superseded data were derived.
 DU1666
 DU1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB258944(NAD 83)
 DU1666_MARKER: DD = SURVEY DISK
 DU1666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1666_SP_SET: CULVERT HEADWALL
 DU1666_STAMPING: 360 CC 1226 03
 DU1666_MARK LOGO: AZDT  
 DU1666_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1666+STABILITY: SURFACE MOTION
 DU1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1666+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1666
 DU1666  HISTORY     - Date     Condition        Report By
 DU1666  HISTORY     - 1981     MONUMENTED       AZDT
 DU1666  HISTORY     - 19941012 GOOD             NGS
 DU1666  HISTORY     - 20051029 GOOD             GEOCAC
 DU1666  HISTORY     - 20080421 GOOD             GEOCAC
 DU1666
 DU1666                          STATION DESCRIPTION
 DU1666
 DU1666'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1666'IN MESA.
 DU1666'IN MESA, 0.5 MI (0.81 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1666'GILBERT ROAD AND S.R  360 TO HARRIS DRIVE OVERPASS, THE MARK IS 227.3
 DU1666'FT (69.28 METER) NORTH OF CENTERLINE OF S.R. 360, 83.0 FT (25.30
 DU1666'METERS) EAST OF CENTERLINE OF HARRIS DRIVE, A STANDARD AZDT ALUMINUM
 DU1666'CAP SET IN THE CENTER OF CONCRETE HEADWALL.
 DU1666
 DU1666                          STATION RECOVERY (1994)
 DU1666
 DU1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1666'IN MESA, AT THE INTERSECTION OF HARRIS DRIVE AND U.S.  HIGHWAY 60, IN
 DU1666'TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1666'HEADWALL OF A CULVERT UNDER THE DRIVE, 62.1 M (203.7 FT) NORTH OF THE
 DU1666'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 25.6 M (84.0 FT) EAST OF
 DU1666'THE DRIVE CENTER, 13.2 M (43.3 FT) EAST OF A CHAIN-LINK FENCE, AND 3.0
 DU1666'M (9.8 FT) BELOW THE LEVEL OF THE DRIVE.
 DU1666
 DU1666                          STATION RECOVERY (2005)
 DU1666
 DU1666'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU1666'RECOVERED AS DESCRIBED AT  33 23 12.7 (N)  111 47 48.0 (W)
 DU1666
 DU1666                          STATION RECOVERY (2008)
 DU1666
 DU1666'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1666'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1666'23.213' W111 47.801'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1696 ***********************************************************************
 DU1696  DESIGNATION -  360 D
 DU1696  PID         -  DU1696
 DU1696  STATE/COUNTY-  AZ/MARICOPA
 DU1696  USGS QUAD   -  TEMPE (1982)
 DU1696
 DU1696                         *CURRENT SURVEY CONTROL
 DU1696  ___________________________________________________________________
 DU1696* NAD 83(1986)-  33 23 08.     (N)    111 54 36.     (W)     SCALED    
 DU1696* NAVD 88     -       363.337  (meters)    1192.05   (feet)  ADJUSTED  
 DU1696  ___________________________________________________________________
 DU1696  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1696  DYNAMIC HT  -         362.915 (meters)    1190.66  (feet)  COMP
 DU1696  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 DU1696
 DU1696  VERT ORDER  -  SECOND    CLASS I
 DU1696
 DU1696.The horizontal coordinates were scaled from a topographic map and have
 DU1696.an estimated accuracy of +/- 6 seconds.
 DU1696
 DU1696.The orthometric height was determined by differential leveling
 DU1696.and adjusted in January 1998.
 DU1696
 DU1696.The geoid height was determined by GEOID03.
 DU1696
 DU1696.The dynamic height is computed by dividing the NAVD 88
 DU1696.geopotential number by the normal gravity value computed on the
 DU1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1696.degrees latitude (g = 980.6199 gals.).
 DU1696
 DU1696.The modeled gravity was interpolated from observed gravity values.
 DU1696
 DU1696;                    North         East    Units  Estimated Accuracy
 DU1696;SPC AZ C     -   264,510.      213,980.      MT  (+/- 180 meters Scaled)
 DU1696
 DU1696                          SUPERSEDED SURVEY CONTROL
 DU1696
 DU1696  NAVD 88 (11/29/93)  363.325  (m)         1192.01   (f) UNKNOWN     2 1
 DU1696
 DU1696.Superseded values are not recommended for survey control.
 DU1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1696.See file dsdata.txt to determine how the superseded data were derived.
 DU1696
 DU1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB153944(NAD 83)
 DU1696_MARKER: DD = SURVEY DISK
 DU1696_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1696_SP_SET: BRIDGE WALKWAY
 DU1696_STAMPING: 360 D 81
 DU1696_MARK LOGO: AZDT  
 DU1696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1696+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1696
 DU1696  HISTORY     - Date     Condition        Report By
 DU1696  HISTORY     - 1981     MONUMENTED       AZDT
 DU1696  HISTORY     - 19941012 GOOD             NGS
 DU1696  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU1696  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1696
 DU1696                          STATION DESCRIPTION
 DU1696
 DU1696'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1696'IN TEMPE.
 DU1696'IN TEMPE, 7 MI (11.27 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1696'GILBERT ROAD TO MC CLINTOCK DRIVE, STATION LOCATED AT NORTHEAST CORNER
 DU1696'OF OVERPASS, THE MARK IS 1.0 FT (.30 METERS) SOUTH OF NORTH EXPANSION
 DU1696'JOINT, 10.0 FT (30.5 METERS) WEST OF CHAIN LINK FENCE, 47.5 FT
 DU1696'(14.48 METERS) EAST OF CENTERLINE OF MC CLINTOCK DRIVE, A STANDARD
 DU1696'AZDT ALUMINUM CAP EPOXIED ON BRIDGE SIDEWALK
 DU1696
 DU1696                          STATION RECOVERY (1994)
 DU1696
 DU1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1696'IN TEMPE, AT THE INTERSECTION OF MCCLINTOCK DRIVE AND U.S.  HIGHWAY
 DU1696'60, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 DU1696'CONCRETE WALKWAY OF THE DRIVE OVERPASS OF THE HIGHWAY, 21.9 M (71.9
 DU1696'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.1
 DU1696'M (20.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 DU1696'LANES OF THE ROAD, 3.0 M (9.8 FT) WEST OF A CHAIN LINK FENCE, 0.3 M
 DU1696'(1.0 FT) SOUTH OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST
 DU1696'OF THE EAST BRIDGE RAIL.
 DU1696
 DU1696                          STATION RECOVERY (2006)
 DU1696
 DU1696'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1696'THE EAST CONCRETE WALKWAY IS NOW DISCONNECTED FROM THE HIGHWAY AND THE
 DU1696'CHAIN LINK FENCE HAS BEEN REMOVED.
 DU1696
 DU1696                          STATION RECOVERY (2008)
 DU1696
 DU1696'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1696'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1696'MARK. THE PEDESTRIAN WALKWAYS ON THE ORIGINAL BRIDGE DECK HAVE BEEN
 DU1696'ELIMINATED TO PROVIDE FOR ADDITIONAL TRAFFIC LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1665 ***********************************************************************
 DU1665  DESIGNATION -  360 DD
 DU1665  PID         -  DU1665
 DU1665  STATE/COUNTY-  AZ/MARICOPA
 DU1665  USGS QUAD   -  MESA (1982)
 DU1665
 DU1665                         *CURRENT SURVEY CONTROL
 DU1665  ___________________________________________________________________
 DU1665* NAD 83(1986)-  33 23 11.     (N)    111 47 28.     (W)     SCALED    
 DU1665* NAVD 88     -       375.570  (meters)    1232.18   (feet)  ADJUSTED  
 DU1665  ___________________________________________________________________
 DU1665  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1665  DYNAMIC HT  -         375.125 (meters)    1230.72  (feet)  COMP
 DU1665  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 DU1665
 DU1665  VERT ORDER  -  SECOND    CLASS I
 DU1665
 DU1665.The horizontal coordinates were scaled from a topographic map and have
 DU1665.an estimated accuracy of +/- 6 seconds.
 DU1665
 DU1665.The orthometric height was determined by differential leveling
 DU1665.and adjusted in January 1998.
 DU1665
 DU1665.The geoid height was determined by GEOID03.
 DU1665
 DU1665.The dynamic height is computed by dividing the NAVD 88
 DU1665.geopotential number by the normal gravity value computed on the
 DU1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1665.degrees latitude (g = 980.6199 gals.).
 DU1665
 DU1665.The modeled gravity was interpolated from observed gravity values.
 DU1665
 DU1665;                    North         East    Units  Estimated Accuracy
 DU1665;SPC AZ C     -   264,610.      225,040.      MT  (+/- 180 meters Scaled)
 DU1665
 DU1665                          SUPERSEDED SURVEY CONTROL
 DU1665
 DU1665  NAVD 88 (11/29/93)  375.551  (m)         1232.12   (f) UNKNOWN     2 1
 DU1665
 DU1665.Superseded values are not recommended for survey control.
 DU1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1665.See file dsdata.txt to determine how the superseded data were derived.
 DU1665
 DU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB264944(NAD 83)
 DU1665_MARKER: DD = SURVEY DISK
 DU1665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1665_SP_SET: CULVERT HEADWALL
 DU1665_STAMPING: 360-DD
 DU1665_MARK LOGO: AZDT  
 DU1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1665+STABILITY: SURFACE MOTION
 DU1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1665+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DU1665
 DU1665  HISTORY     - Date     Condition        Report By
 DU1665  HISTORY     - 1981     MONUMENTED       AZDT
 DU1665  HISTORY     - 19941012 GOOD             NGS
 DU1665  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1665  HISTORY     - 20051216 GOOD             GEOCAC
 DU1665  HISTORY     - 20080421 GOOD             GEOCAC
 DU1665
 DU1665                          STATION DESCRIPTION
 DU1665
 DU1665'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1665'IN MESA.
 DU1665'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1665'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1665'WEST 6 MILES (9.66 KM) TO GILBERT ROAD, STATION LOCATED 356.7 FT
 DU1665'(107.19 METERS) NORTH OF CENTERLINE OF PROPOSED SUPERSTITION FREEWAY,
 DU1665'AND 92.6 FT (28.26 METERS) WEST OF CENTERLINE OF GILBERT ROAD, A
 DU1665'STANDARD AZDT ALUMINUM CAP SET IN CONCRETE HEADWALL.
 DU1665
 DU1665                          STATION RECOVERY (1994)
 DU1665
 DU1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1665'IN MESA, AT THE INTERSECTION OF GILBERT ROAD AND U.S.  HIGHWAY 60, IN
 DU1665'TOP OF AND 2.2 M (7.2 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1665'HEADWALL OF A CULVERT UNDER THE ROAD, 101.0 M (331.4 FT) NORTH OF THE
 DU1665'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 19.7 M (64.6 FT) WEST OF
 DU1665'THE CENTER OF THE SOUTHBOUND LANES OF THE ROAD, 2.8 M (9.2 FT) WEST OF
 DU1665'A CHAIN-LINK FENCE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE DRIVE.
 DU1665
 DU1665                          STATION RECOVERY (1994)
 DU1665
 DU1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1665'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1665
 DU1665                          STATION RECOVERY (2005)
 DU1665
 DU1665'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1665'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1665'33 23 14.22 (N)   111 47 19.20 (W) (NAD 83).
 DU1665
 DU1665                          STATION RECOVERY (2008)
 DU1665
 DU1665'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1665'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1665'23.238' W111 47.319'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1695 ***********************************************************************
 DU1695  DESIGNATION -  360 E
 DU1695  PID         -  DU1695
 DU1695  STATE/COUNTY-  AZ/MARICOPA
 DU1695  USGS QUAD   -  TEMPE (1982)
 DU1695
 DU1695                         *CURRENT SURVEY CONTROL
 DU1695  ___________________________________________________________________
 DU1695* NAD 83(1986)-  33 23 09.     (N)    111 53 35.     (W)     SCALED    
 DU1695* NAVD 88     -       364.613  (meters)    1196.23   (feet)  ADJUSTED  
 DU1695  ___________________________________________________________________
 DU1695  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU1695  DYNAMIC HT  -         364.187 (meters)    1194.84  (feet)  COMP
 DU1695  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 DU1695
 DU1695  VERT ORDER  -  SECOND    CLASS I
 DU1695
 DU1695.The horizontal coordinates were scaled from a topographic map and have
 DU1695.an estimated accuracy of +/- 6 seconds.
 DU1695
 DU1695.The orthometric height was determined by differential leveling
 DU1695.and adjusted in January 1998.
 DU1695
 DU1695.The geoid height was determined by GEOID03.
 DU1695
 DU1695.The dynamic height is computed by dividing the NAVD 88
 DU1695.geopotential number by the normal gravity value computed on the
 DU1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1695.degrees latitude (g = 980.6199 gals.).
 DU1695
 DU1695.The modeled gravity was interpolated from observed gravity values.
 DU1695
 DU1695;                    North         East    Units  Estimated Accuracy
 DU1695;SPC AZ C     -   264,540.      215,560.      MT  (+/- 180 meters Scaled)
 DU1695
 DU1695                          SUPERSEDED SURVEY CONTROL
 DU1695
 DU1695  NAVD 88 (11/29/93)  364.596  (m)         1196.18   (f) UNKNOWN     2 1
 DU1695
 DU1695.Superseded values are not recommended for survey control.
 DU1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1695.See file dsdata.txt to determine how the superseded data were derived.
 DU1695
 DU1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169944(NAD 83)
 DU1695_MARKER: DD = SURVEY DISK
 DU1695_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1695_SP_SET: BRIDGE WALKWAY
 DU1695_STAMPING: 360-E
 DU1695_MARK LOGO: AZDT  
 DU1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1695+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1695
 DU1695  HISTORY     - Date     Condition        Report By
 DU1695  HISTORY     - 1981     MONUMENTED       AZDT
 DU1695  HISTORY     - 19941012 GOOD             NGS
 DU1695  HISTORY     - 20060407 GOOD             GEOCAC
 DU1695  HISTORY     - 20080421 GOOD             GEOCAC
 DU1695
 DU1695                          STATION DESCRIPTION
 DU1695
 DU1695'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1695'IN TEMPE.
 DU1695'IN TEMPE, 6 MI (9.66 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1695'GILBERT ROAD TO PRICE ROAD, STATION LOCATED ON NORTHEAST CORNER OF
 DU1695'PRICE ROAD OVERPASS, 107.4 FT (32.73 METERS) NORTH OF S.R. 360
 DU1695'CENTERLINE (MEASURED FROM CENTER OF SIGNPOST ON PRICE ROAD
 DU1695'CENTERLINE), 54.5 FT (16.61 METERS) EAST OF PRICE ROAD CENTERLINE, 2.4
 DU1695'FT (0.73 METERS) SOUTH OF EXPANSION JOINT, A STANDARD AZDT ALUMINUM
 DU1695'CAP EPOXIED ON BRIDGE SIDEWALK.
 DU1695
 DU1695                          STATION RECOVERY (1994)
 DU1695
 DU1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1695'IN TEMPE, AT THE INTERSECTION OF PRICE ROAD AND U.S.  HIGHWAY 60, IN
 DU1695'TOP OF AND 0.7 M (2.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1695'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 24.5 M (80.4 FT) NORTH OF
 DU1695'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.4 M (70.2 FT)
 DU1695'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DU1695'ROAD, 3.0 M (9.8 FT) WEST OF A CHAIN LINK FENCE, 0.7 M (2.3 FT) SOUTH
 DU1695'OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE EAST
 DU1695'BRIDGE RAIL.
 DU1695
 DU1695                          STATION RECOVERY (2006)
 DU1695
 DU1695'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1695'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT LOCATED 28 FEET EAST
 DU1695'OF THE EASTERN SOUTHBOUND LANE. COORDINATES ARE
 DU1695'33 23 09.66 (N)   111 53 32.46 (W) (NAD 83).
 DU1695' 
 DU1695
 DU1695                          STATION RECOVERY (2008)
 DU1695
 DU1695'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1695'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1695'23.161' W111 53.539'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1664 ***********************************************************************
 DU1664  DESIGNATION -  360 EE
 DU1664  PID         -  DU1664
 DU1664  STATE/COUNTY-  AZ/MARICOPA
 DU1664  USGS QUAD   -  MESA (1982)
 DU1664
 DU1664                         *CURRENT SURVEY CONTROL
 DU1664  ___________________________________________________________________
 DU1664* NAD 83(1986)-  33 23 10.     (N)    111 47 21.     (W)     SCALED    
 DU1664* NAVD 88     -       378.858  (meters)    1242.97   (feet)  ADJUSTED  
 DU1664  ___________________________________________________________________
 DU1664  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1664  DYNAMIC HT  -         378.408 (meters)    1241.49  (feet)  COMP
 DU1664  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 DU1664
 DU1664  VERT ORDER  -  SECOND    CLASS I
 DU1664
 DU1664.The horizontal coordinates were scaled from a topographic map and have
 DU1664.an estimated accuracy of +/- 6 seconds.
 DU1664
 DU1664.The orthometric height was determined by differential leveling
 DU1664.and adjusted in January 1998.
 DU1664
 DU1664.The geoid height was determined by GEOID03.
 DU1664
 DU1664.The dynamic height is computed by dividing the NAVD 88
 DU1664.geopotential number by the normal gravity value computed on the
 DU1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1664.degrees latitude (g = 980.6199 gals.).
 DU1664
 DU1664.The modeled gravity was interpolated from observed gravity values.
 DU1664
 DU1664;                    North         East    Units  Estimated Accuracy
 DU1664;SPC AZ C     -   264,580.      225,220.      MT  (+/- 180 meters Scaled)
 DU1664
 DU1664                          SUPERSEDED SURVEY CONTROL
 DU1664
 DU1664  NAVD 88 (11/29/93)  378.838  (m)         1242.90   (f) UNKNOWN     2 1
 DU1664
 DU1664.Superseded values are not recommended for survey control.
 DU1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1664.See file dsdata.txt to determine how the superseded data were derived.
 DU1664
 DU1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB266943(NAD 83)
 DU1664_MARKER: DD = SURVEY DISK
 DU1664_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1664_SP_SET: BRIDGE WALKWAY
 DU1664_STAMPING: 360 EE 1981
 DU1664_MARK LOGO: AZDT  
 DU1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1664+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1664
 DU1664  HISTORY     - Date     Condition        Report By
 DU1664  HISTORY     - 1981     MONUMENTED       AZDT
 DU1664  HISTORY     - 19941012 GOOD             NGS
 DU1664  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1664  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1664
 DU1664                          STATION DESCRIPTION
 DU1664
 DU1664'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1664'IN MESA.
 DU1664'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1664'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1664'WEST 6 MILES (9.66 KM) TO GILBERT ROAD, THE MARK IS 117.3 FT
 DU1664'(35.75 METERS) NORTH OF S.R. 360, AND 54.5 FT (16.61 METERS) EAST OF
 DU1664'THE CENTERLINE OF GILBERT ROAD.
 DU1664
 DU1664                          STATION RECOVERY (1994)
 DU1664
 DU1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1664'IN MESA, AT THE INTERSECTION OF GILBERT ROAD AND U.S.  HIGHWAY 60, IN
 DU1664'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1664'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 27.0 M (88.6 FT) NORTH OF
 DU1664'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 7.2 M (23.6 FT) EAST
 DU1664'OF AND LEVEL WITH THE NORTHBOUND LANES OF THE ROAD, 1.9 M (6.2 FT)
 DU1664'WEST OF A CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) EAST OF THE EAST THE
 DU1664'EAST BRIDGE RAIL.
 DU1664
 DU1664                          STATION RECOVERY (2005)
 DU1664
 DU1664'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1664'GILBERT ROAD HAS RECENTLY BEEN WIDENED AND A NEW WALKWAY HAS BEEN
 DU1664'BUILT TO THE EAST OF THE BRIDGE (IT IS NO LONGER CONNECTED TO THE
 DU1664'BRIDGE) AND THE OLD WALKWAY IS NOW USED FOR ROAD SURFACE. A CHAIN LINK
 DU1664'FENCE IS EAST OF GILBERT ROAD, AND WEST OF THE WALKWAY.
 DU1664
 DU1664                          STATION RECOVERY (2008)
 DU1664
 DU1664'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1664'THE BRIDGE DECK HAS BEEN MODIFIED TO ACCOMMODATE AN ADDITIONAL TRAFFIC
 DU1664'LANE. A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF
 DU1664'THE MARK.
 DU1664' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1691 ***********************************************************************
 DU1691  DESIGNATION -  360 F
 DU1691  PID         -  DU1691
 DU1691  STATE/COUNTY-  AZ/MARICOPA
 DU1691  USGS QUAD   -  MESA (1982)
 DU1691
 DU1691                         *CURRENT SURVEY CONTROL
 DU1691  ___________________________________________________________________
 DU1691* NAD 83(1986)-  33 23 08.     (N)    111 52 32.     (W)     SCALED    
 DU1691* NAVD 88     -       366.242  (meters)    1201.58   (feet)  ADJUSTED  
 DU1691  ___________________________________________________________________
 DU1691  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1691  DYNAMIC HT  -         365.813 (meters)    1200.17  (feet)  COMP
 DU1691  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 DU1691
 DU1691  VERT ORDER  -  SECOND    CLASS I
 DU1691
 DU1691.The horizontal coordinates were scaled from a topographic map and have
 DU1691.an estimated accuracy of +/- 6 seconds.
 DU1691
 DU1691.The orthometric height was determined by differential leveling
 DU1691.and adjusted in January 1998.
 DU1691
 DU1691.The geoid height was determined by GEOID03.
 DU1691
 DU1691.The dynamic height is computed by dividing the NAVD 88
 DU1691.geopotential number by the normal gravity value computed on the
 DU1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1691.degrees latitude (g = 980.6199 gals.).
 DU1691
 DU1691.The modeled gravity was interpolated from observed gravity values.
 DU1691
 DU1691;                    North         East    Units  Estimated Accuracy
 DU1691;SPC AZ C     -   264,510.      217,190.      MT  (+/- 180 meters Scaled)
 DU1691
 DU1691                          SUPERSEDED SURVEY CONTROL
 DU1691
 DU1691  NAVD 88 (11/29/93)  366.221  (m)         1201.51   (f) UNKNOWN     2 1
 DU1691
 DU1691.Superseded values are not recommended for survey control.
 DU1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1691.See file dsdata.txt to determine how the superseded data were derived.
 DU1691
 DU1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB185943(NAD 83)
 DU1691_MARKER: DD = SURVEY DISK
 DU1691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1691_SP_SET: CULVERT HEADWALL
 DU1691_STAMPING: 360-F
 DU1691_MARK LOGO: AZDT  
 DU1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1691+STABILITY: SURFACE MOTION
 DU1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1691+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1691
 DU1691  HISTORY     - Date     Condition        Report By
 DU1691  HISTORY     - 1981     MONUMENTED       AZDT
 DU1691  HISTORY     - 19941012 GOOD             NGS
 DU1691  HISTORY     - 20051202 GOOD             GEOCAC
 DU1691  HISTORY     - 20080421 GOOD             GEOCAC
 DU1691
 DU1691                          STATION DESCRIPTION
 DU1691
 DU1691'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1691'IN MESA.
 DU1691'IN MESA, 5.0 MI (8.05 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1691'GILBERT ROAD TO DOBSON ROAD, STATION LOCATED ON EAST HEADWALL, 49.3 FT
 DU1691'(15.03 METERS) SOUTH OF NORTH RIGHT-OF-WAY FENCE THAT RUNS EAST AND
 DU1691'WEST, 81 FT (24.69 METERS) EAST OF CENTERLINE OF DOBSON ROAD, A
 DU1691'STANDARD AZDT ALUMINUM CAP.
 DU1691
 DU1691                          STATION RECOVERY (1994)
 DU1691
 DU1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1691'IN MESA, AT THE INTERSECTION OF DOBSON ROAD AND U.S.  HIGHWAY 60, IN
 DU1691'TOP OF AND 5.3 M (17.4 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1691'HEADWALL OF A CULVERT UNDER THE ROAD, 103.7 M (340.2 FT) NORTH OF THE
 DU1691'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 15.6 M (51.2 FT) EAST OF
 DU1691'THE CENTER OF THE NORTHBOUND LANES OF THE ROAD, AND 1.0 M (3.3 FT)
 DU1691'BELOW THE LEVEL OF THE ROAD.
 DU1691
 DU1691                          STATION RECOVERY (2005)
 DU1691
 DU1691'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1691'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1691'N 33  23.212 W 111  52.464  (NAD 83).
 DU1691' 
 DU1691
 DU1691                          STATION RECOVERY (2008)
 DU1691
 DU1691'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1691'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1691'23.209' W111 52.463'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1663 ***********************************************************************
 DU1663  DESIGNATION -  360 FF
 DU1663  PID         -  DU1663
 DU1663  STATE/COUNTY-  AZ/MARICOPA
 DU1663  USGS QUAD   -  MESA (1982)
 DU1663
 DU1663                         *CURRENT SURVEY CONTROL
 DU1663  ___________________________________________________________________
 DU1663* NAD 83(1986)-  33 23 09.     (N)    111 47 20.     (W)     SCALED    
 DU1663* NAVD 88     -       375.774  (meters)    1232.85   (feet)  ADJUSTED  
 DU1663  ___________________________________________________________________
 DU1663  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU1663  DYNAMIC HT  -         375.329 (meters)    1231.39  (feet)  COMP
 DU1663  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 DU1663
 DU1663  VERT ORDER  -  SECOND    CLASS I
 DU1663
 DU1663.The horizontal coordinates were scaled from a topographic map and have
 DU1663.an estimated accuracy of +/- 6 seconds.
 DU1663
 DU1663.The orthometric height was determined by differential leveling
 DU1663.and adjusted in January 1998.
 DU1663
 DU1663.The geoid height was determined by GEOID03.
 DU1663
 DU1663.The dynamic height is computed by dividing the NAVD 88
 DU1663.geopotential number by the normal gravity value computed on the
 DU1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1663.degrees latitude (g = 980.6199 gals.).
 DU1663
 DU1663.The modeled gravity was interpolated from observed gravity values.
 DU1663
 DU1663;                    North         East    Units  Estimated Accuracy
 DU1663;SPC AZ C     -   264,550.      225,250.      MT  (+/- 180 meters Scaled)
 DU1663
 DU1663                          SUPERSEDED SURVEY CONTROL
 DU1663
 DU1663  NAVD 88 (11/29/93)  375.755  (m)         1232.79   (f) UNKNOWN     2 1
 DU1663
 DU1663.Superseded values are not recommended for survey control.
 DU1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1663.See file dsdata.txt to determine how the superseded data were derived.
 DU1663
 DU1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB266943(NAD 83)
 DU1663_MARKER: DD = SURVEY DISK
 DU1663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1663_SP_SET: CULVERT HEADWALL
 DU1663_STAMPING: 360-FF
 DU1663_MARK LOGO: AZDT  
 DU1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1663+STABILITY: SURFACE MOTION
 DU1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1663+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1663
 DU1663  HISTORY     - Date     Condition        Report By
 DU1663  HISTORY     - 1981     MONUMENTED       AZDT
 DU1663  HISTORY     - 19941012 GOOD             NGS
 DU1663  HISTORY     - 20051216 GOOD             GEOCAC
 DU1663  HISTORY     - 20080421 GOOD             GEOCAC
 DU1663
 DU1663                          STATION DESCRIPTION
 DU1663
 DU1663'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1663'IN MESA.
 DU1663'IN MESA, PROCEED 2 MILES (3.22 KM) SOUTH OF INTERSECTION OF POWER ROAD
 DU1663'AND U.S. 60 TO CENTERLINE OF SUPERSTITION FREEWAY CORRIDOR, THENCE
 DU1663'WEST 6 MILES (9.66 KM) TO GILBERT ROAD, THE MARK IS 356.7 FT (108.72
 DU1663'METERS) NORTH OF CENTERLINE OF S.R. 360, 81.0 FT (24.69 METERS) EAST
 DU1663'OF CENTER LINE OF GILBERT ROAD, A STANDARD AZDT ALUMINUM CAP SET IN
 DU1663'CENTER OF CONCRETE HEADWALL.
 DU1663
 DU1663                          STATION RECOVERY (1994)
 DU1663
 DU1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1663'IN MESA, AT THE INTERSECTION OF GILBERT ROAD AND U.S.  HIGHWAY 60, IN
 DU1663'TOP OF AND 2.2 M (7.2 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1663'HEADWALL OF A CULVERT UNDER THE ROAD, 101.0 M (331.4 FT) NORTH OF THE
 DU1663'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 15.4 M (50.5 FT) EAST OF
 DU1663'THE CENTER OF THE NORTHBOUND LANES OF THE ROAD, 3.7 M (12.1 FT) EAST
 DU1663'OF A CHAIN-LINK FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 DU1663'DRIVE.
 DU1663
 DU1663                          STATION RECOVERY (2005)
 DU1663
 DU1663'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1663'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1663'33 23 14.04 (N)   111 47 17.10 (W) (NAD 83).
 DU1663
 DU1663                          STATION RECOVERY (2008)
 DU1663
 DU1663'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1663'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1663'23.237' W111 47.286'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1690 ***********************************************************************
 DU1690  DESIGNATION -  360 G
 DU1690  PID         -  DU1690
 DU1690  STATE/COUNTY-  AZ/MARICOPA
 DU1690  USGS QUAD   -  MESA (1982)
 DU1690
 DU1690                         *CURRENT SURVEY CONTROL
 DU1690  ___________________________________________________________________
 DU1690* NAD 83(1986)-  33 23 14.     (N)    111 51 48.     (W)     SCALED    
 DU1690* NAVD 88     -       366.898  (meters)    1203.73   (feet)  ADJUSTED  
 DU1690  ___________________________________________________________________
 DU1690  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1690  DYNAMIC HT  -         366.467 (meters)    1202.32  (feet)  COMP
 DU1690  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 DU1690
 DU1690  VERT ORDER  -  SECOND    CLASS I
 DU1690
 DU1690.The horizontal coordinates were scaled from a topographic map and have
 DU1690.an estimated accuracy of +/- 6 seconds.
 DU1690
 DU1690.The orthometric height was determined by differential leveling
 DU1690.and adjusted in January 1998.
 DU1690
 DU1690.The geoid height was determined by GEOID03.
 DU1690
 DU1690.The dynamic height is computed by dividing the NAVD 88
 DU1690.geopotential number by the normal gravity value computed on the
 DU1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1690.degrees latitude (g = 980.6199 gals.).
 DU1690
 DU1690.The modeled gravity was interpolated from observed gravity values.
 DU1690
 DU1690;                    North         East    Units  Estimated Accuracy
 DU1690;SPC AZ C     -   264,700.      218,320.      MT  (+/- 180 meters Scaled)
 DU1690
 DU1690                          SUPERSEDED SURVEY CONTROL
 DU1690
 DU1690  NAVD 88 (11/29/93)  366.875  (m)         1203.66   (f) UNKNOWN     2 1
 DU1690
 DU1690.Superseded values are not recommended for survey control.
 DU1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1690.See file dsdata.txt to determine how the superseded data were derived.
 DU1690
 DU1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB197945(NAD 83)
 DU1690_MARKER: DB = BENCH MARK DISK
 DU1690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1690_SP_SET: CONCRETE HEADWALL
 DU1690_STAMPING: 360-G
 DU1690_MARK LOGO: AZDT  
 DU1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1690
 DU1690  HISTORY     - Date     Condition        Report By
 DU1690  HISTORY     - 1981     MONUMENTED       AZDT
 DU1690  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1690  HISTORY     - 20051202 POOR             GEOCAC
 DU1690  HISTORY     - 20080421 POOR             GEOCAC
 DU1690
 DU1690                          STATION DESCRIPTION
 DU1690
 DU1690'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1690'IN MESA.
 DU1690'IN MESA, 4.34 MI (6.99 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1690'OF GILBERT ROAD TO LONGMORE ROAD, STATION LOCATED ON WEST HEADWALL OF
 DU1690'CANAL, 85.9 FT (26.17 METERS) WEST OF LONGMORE ROAD CENTERLINE, 108.0
 DU1690'FT (32.92 METERS) NORTH OF S.R. 360 CENTERLINE, A STANDARD AZDT
 DU1690'ALUMINUM CAP.
 DU1690
 DU1690                          STATION RECOVERY (1994)
 DU1690
 DU1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1690'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
 DU1690
 DU1690                          STATION RECOVERY (2005)
 DU1690
 DU1690'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1690'RECOVERED IN POOR CONDITION. AS DESCRIBED IN THE LAST RECOVERY NOTE
 DU1690'THE STEM STILL REMAINS FIRMLY SET IN THE ORIGINAL LOCATION. THE
 DU1690'IMPRINT OF THE ORIGINAL ALUMINUM CAP CAN STILL BE SEEN SURROUNDING THE
 DU1690'STEM IN THE CONCRETE HEADWALL.
 DU1690'LOCATION IS 33 23 11.46 (N)   111 51 50.82 (W) (NAD 83).
 DU1690
 DU1690                          STATION RECOVERY (2008)
 DU1690
 DU1690'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1690'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1690'23.168' W111 51.844'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1689 ***********************************************************************
 DU1689  DESIGNATION -  360 H
 DU1689  PID         -  DU1689
 DU1689  STATE/COUNTY-  AZ/MARICOPA
 DU1689  USGS QUAD   -  MESA (1982)
 DU1689
 DU1689                         *CURRENT SURVEY CONTROL
 DU1689  ___________________________________________________________________
 DU1689* NAD 83(1986)-  33 23 14.     (N)    111 52 03.     (W)     SCALED    
 DU1689* NAVD 88     -       370.171  (meters)    1214.47   (feet)  ADJUSTED  
 DU1689  ___________________________________________________________________
 DU1689  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1689  DYNAMIC HT  -         369.736 (meters)    1213.04  (feet)  COMP
 DU1689  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 DU1689
 DU1689  VERT ORDER  -  SECOND    CLASS I
 DU1689
 DU1689.The horizontal coordinates were scaled from a topographic map and have
 DU1689.an estimated accuracy of +/- 6 seconds.
 DU1689
 DU1689.The orthometric height was determined by differential leveling
 DU1689.and adjusted in January 1998.
 DU1689
 DU1689.The geoid height was determined by GEOID03.
 DU1689
 DU1689.The dynamic height is computed by dividing the NAVD 88
 DU1689.geopotential number by the normal gravity value computed on the
 DU1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1689.degrees latitude (g = 980.6199 gals.).
 DU1689
 DU1689.The modeled gravity was interpolated from observed gravity values.
 DU1689
 DU1689;                    North         East    Units  Estimated Accuracy
 DU1689;SPC AZ C     -   264,690.      217,930.      MT  (+/- 180 meters Scaled)
 DU1689
 DU1689                          SUPERSEDED SURVEY CONTROL
 DU1689
 DU1689  NAVD 88 (11/29/93)  370.147  (m)         1214.39   (f) UNKNOWN     2 1
 DU1689
 DU1689.Superseded values are not recommended for survey control.
 DU1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1689.See file dsdata.txt to determine how the superseded data were derived.
 DU1689
 DU1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB193945(NAD 83)
 DU1689_MARKER: DD = SURVEY DISK
 DU1689_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1689_SP_SET: BRIDGE WALKWAY
 DU1689_STAMPING: 360-H
 DU1689_MARK LOGO: AZDT  
 DU1689_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1689+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1689
 DU1689  HISTORY     - Date     Condition        Report By
 DU1689  HISTORY     - 1981     MONUMENTED       AZDT
 DU1689  HISTORY     - 19941012 GOOD             NGS
 DU1689  HISTORY     - 20051202 GOOD             GEOCAC
 DU1689  HISTORY     - 20080421 GOOD             GEOCAC
 DU1689
 DU1689                          STATION DESCRIPTION
 DU1689
 DU1689'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1689'IN MESA.
 DU1689'IN MESA, 4.34 MI (6.99 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1689'OF GILBERT ROAD TO LONGMORE ROAD, STATION LOCATED ON NORTHEAST CORNER
 DU1689'OF BRIDGE, 134.4 FT (40.96 METERS) SOUTH OF S.R. 360 CENTERLINE, 34.0
 DU1689'FT (10.36 METERS) EAST OF LONGMORE ROAD CENTERLINE, 1.7 FT
 DU1689'(0.51 METERS) SOUTH OF EXPASION JOINT, A STANDARD AZDT ALUMINUM CAP
 DU1689'EPOXIED ON BRIDGE SIDEWALK.
 DU1689
 DU1689                          STATION RECOVERY (1994)
 DU1689
 DU1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1689'IN MESA, AT THE INTERSECTION OF LONGMORE ROAD AND U.S.  HIGHWAY 60, IN
 DU1689'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1689'WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 31.4 M (103.0 FT) NORTH
 DU1689'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.1 M (16.7
 DU1689'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 DU1689'THE ROAD, 1.9 M (6.2 FT) WEST OF A CHAIN LINK FENCE, 0.4 M (1.3 FT)
 DU1689'SOUTH OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE
 DU1689'EAST BRIDGE RAIL.
 DU1689
 DU1689                          STATION RECOVERY (2005)
 DU1689
 DU1689'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1689'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1689'33 23 10.38 (N)   111 51 49.38 (W) (NAD 83).
 DU1689
 DU1689                          STATION RECOVERY (2008)
 DU1689
 DU1689'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1689'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1689'23.172' W111 51.822'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1688 ***********************************************************************
 DU1688  DESIGNATION -  360 J
 DU1688  PID         -  DU1688
 DU1688  STATE/COUNTY-  AZ/MARICOPA
 DU1688  USGS QUAD   -  MESA (1982)
 DU1688
 DU1688                         *CURRENT SURVEY CONTROL
 DU1688  ___________________________________________________________________
 DU1688* NAD 83(1986)-  33 23 14.     (N)    111 52 01.     (W)     SCALED    
 DU1688* NAVD 88     -       366.943  (meters)    1203.88   (feet)  ADJUSTED  
 DU1688  ___________________________________________________________________
 DU1688  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1688  DYNAMIC HT  -         366.512 (meters)    1202.46  (feet)  COMP
 DU1688  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 DU1688
 DU1688  VERT ORDER  -  SECOND    CLASS I
 DU1688
 DU1688.The horizontal coordinates were scaled from a topographic map and have
 DU1688.an estimated accuracy of +/- 6 seconds.
 DU1688
 DU1688.The orthometric height was determined by differential leveling
 DU1688.and adjusted in January 1998.
 DU1688
 DU1688.The geoid height was determined by GEOID03.
 DU1688
 DU1688.The dynamic height is computed by dividing the NAVD 88
 DU1688.geopotential number by the normal gravity value computed on the
 DU1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1688.degrees latitude (g = 980.6199 gals.).
 DU1688
 DU1688.The modeled gravity was interpolated from observed gravity values.
 DU1688
 DU1688;                    North         East    Units  Estimated Accuracy
 DU1688;SPC AZ C     -   264,690.      217,990.      MT  (+/- 180 meters Scaled)
 DU1688
 DU1688                          SUPERSEDED SURVEY CONTROL
 DU1688
 DU1688  NAVD 88 (11/29/93)  366.919  (m)         1203.80   (f) UNKNOWN     2 1
 DU1688
 DU1688.Superseded values are not recommended for survey control.
 DU1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1688.See file dsdata.txt to determine how the superseded data were derived.
 DU1688
 DU1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB193945(NAD 83)
 DU1688_MARKER: DD = SURVEY DISK
 DU1688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1688_SP_SET: CULVERT HEADWALL
 DU1688_STAMPING: 360-J
 DU1688_MARK LOGO: AZDT  
 DU1688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1688+STABILITY: SURFACE MOTION
 DU1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1688+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1688
 DU1688  HISTORY     - Date     Condition        Report By
 DU1688  HISTORY     - 1981     MONUMENTED       AZDT
 DU1688  HISTORY     - 19941012 GOOD             NGS
 DU1688  HISTORY     - 20051202 GOOD             GEOCAC
 DU1688  HISTORY     - 20080421 GOOD             GEOCAC
 DU1688
 DU1688                          STATION DESCRIPTION
 DU1688
 DU1688'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1688'IN MESA.
 DU1688'IN MESA, 4.34 MI (6.99 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1688'OF GILBERT ROAD TO LONGMORE ROAD, STATION LOCATED ON EAST HEADWALL OF
 DU1688'CANAL, 85.9 FT (26.17 METERS) EAST OF LONGMORE ROAD CENTERLINE, 108.0
 DU1688'FT (32.91 METERS) NORTH OF FREEWAY CENTERLINE, A STANDARD AZDT
 DU1688'ALUMINUM CAP.
 DU1688
 DU1688                          STATION RECOVERY (1994)
 DU1688
 DU1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1688'IN MESA, AT THE INTERSECTION OF LONGMORE ROAD AND U.S.  HIGHWAY 60, IN
 DU1688'TOP OF AND 5.0 M (16.4 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1688'HEADWALL OF A CULVERT UNDER THE ROAD, 64.9 M (212.9 FT) NORTH OF THE
 DU1688'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 21.1 M (69.2 FT) EAST OF
 DU1688'THE CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD, 14.3 M (46.9 FT)
 DU1688'EAST OF A CHAIN-LINK FENCE, AND 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 DU1688'ROAD.
 DU1688
 DU1688                          STATION RECOVERY (2005)
 DU1688
 DU1688'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1688'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1688'N 33  23.190 W 111  51.813  (NAD 83).
 DU1688
 DU1688                          STATION RECOVERY (2008)
 DU1688
 DU1688'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1688'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1688'23.189' W111 51.813'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1687 ***********************************************************************
 DU1687  DESIGNATION -  360 K
 DU1687  PID         -  DU1687
 DU1687  STATE/COUNTY-  AZ/MARICOPA
 DU1687  USGS QUAD   -  MESA (1982)
 DU1687
 DU1687                         *CURRENT SURVEY CONTROL
 DU1687  ___________________________________________________________________
 DU1687* NAD 83(1986)-  33 23 09.     (N)    111 51 29.     (W)     SCALED    
 DU1687* NAVD 88     -       367.259  (meters)    1204.92   (feet)  ADJUSTED  
 DU1687  ___________________________________________________________________
 DU1687  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1687  DYNAMIC HT  -         366.826 (meters)    1203.49  (feet)  COMP
 DU1687  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 DU1687
 DU1687  VERT ORDER  -  SECOND    CLASS I
 DU1687
 DU1687.The horizontal coordinates were scaled from a topographic map and have
 DU1687.an estimated accuracy of +/- 6 seconds.
 DU1687
 DU1687.The orthometric height was determined by differential leveling
 DU1687.and adjusted in January 1998.
 DU1687
 DU1687.The geoid height was determined by GEOID03.
 DU1687
 DU1687.The dynamic height is computed by dividing the NAVD 88
 DU1687.geopotential number by the normal gravity value computed on the
 DU1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1687.degrees latitude (g = 980.6199 gals.).
 DU1687
 DU1687.The modeled gravity was interpolated from observed gravity values.
 DU1687
 DU1687;                    North         East    Units  Estimated Accuracy
 DU1687;SPC AZ C     -   264,540.      218,810.      MT  (+/- 180 meters Scaled)
 DU1687
 DU1687                          SUPERSEDED SURVEY CONTROL
 DU1687
 DU1687  NAVD 88 (11/29/93)  367.233  (m)         1204.83   (f) UNKNOWN     2 1
 DU1687
 DU1687.Superseded values are not recommended for survey control.
 DU1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1687.See file dsdata.txt to determine how the superseded data were derived.
 DU1687
 DU1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB201943(NAD 83)
 DU1687_MARKER: DD = SURVEY DISK
 DU1687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1687_SP_SET: CULVERT HEADWALL
 DU1687_STAMPING: 360-K
 DU1687_MARK LOGO: AZDT  
 DU1687_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1687+STABILITY: SURFACE MOTION
 DU1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1687+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1687
 DU1687  HISTORY     - Date     Condition        Report By
 DU1687  HISTORY     - 1981     MONUMENTED       AZDT
 DU1687  HISTORY     - 19941012 GOOD             NGS
 DU1687  HISTORY     - 19941026 GOOD             NGS
 DU1687  HISTORY     - 20051202 GOOD             GEOCAC
 DU1687  HISTORY     - 20080421 GOOD             GEOCAC
 DU1687
 DU1687                          STATION DESCRIPTION
 DU1687
 DU1687'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1687'IN MESA.
 DU1687'IN MESA, 4 MI (6.44 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1687'GILBERT ROAD TO ALMA SCHOOL ROAD, 343 FT (104.5 METERS) NORTH OF
 DU1687'CENTERLINE OF U.S. 360, 99 FT (30.2 METERS) WEST OF CENTERLINE OF ALMA
 DU1687'SCHOOL ROAD, A STANDARD AZDT ALUMINUM CAP SET IN CENTER OF CANAL
 DU1687'HEADWALL.
 DU1687
 DU1687                          STATION RECOVERY (1994)
 DU1687
 DU1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1687'IN MESA, AT THE INTERSECTION OF ALMA SCHOOL ROAD AND U.S.  HIGHWAY 60,
 DU1687'IN TOP OF AND 5.1 M (16.7 FT) NORTH OF THE SOUTH END OF THE WEST
 DU1687'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 101.6 M (333.3 FT)
 DU1687'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 21.1 M
 DU1687'(69.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD,
 DU1687'AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD.
 DU1687
 DU1687                          STATION RECOVERY (1994)
 DU1687
 DU1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1687'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) EAST OF PHOENIX IN THE
 DU1687'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1687'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1687'87 (COUNTRY CLUB DRIVE) IN MESA, GO WEST ON HIGHWAY 60 FOR 0.75 MILE
 DU1687'(1.21 KM) TO THE EXIT RAMP FOR ALMA SCHOOL ROAD.  TAKE THE EXIT AND GO
 DU1687'WEST FOR 0.25 MILE (0.40 KM) TO ALMA SCHOOL ROAD.  TURN RIGHT AND GO
 DU1687'NORTH ON ALMA SCHOOL ROAD FOR 0.05 MILE (0.08 KM) AND THE STATION ON
 DU1687'THE LEFT, A STANDARD AZDT ALUMINUM DISK SET IN THE CENTER OF A
 DU1687'CONCRETE HEADWALL OVER A CONCRETE LINED CANAL,  343 FEET (104.5 M)
 DU1687'NORTH OF THE CENTERLINE OF US 360, 95 FEET (29.0 M) WEST OF THE
 DU1687'CENTERLINE OF ALMA SCHOOL ROAD, 37 FEET (11.3 M) SOUTH OF A DIRT ROAD
 DU1687'ALONG THE NORTH SIDE OF THE CANAL AND ABOUT 6 FEET (1.8 M) LOWER THAN
 DU1687'ALMA SCHOOL ROAD.  NOTE--THE STATION IS ABOUT 165 FEET (50.3 M) WEST
 DU1687'OF AND ACROSS ALMA SCHOOL ROAD FROM STATION 360 L.
 DU1687
 DU1687                          STATION RECOVERY (2005)
 DU1687
 DU1687'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1687'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1687'33 23 12.72 (N)   111 51 27.72 (W) (NAD 83).
 DU1687
 DU1687                          STATION RECOVERY (2008)
 DU1687
 DU1687'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1687'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1687'23.212' W111 51.461'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1686 ***********************************************************************
 DU1686  DESIGNATION -  360 L
 DU1686  PID         -  DU1686
 DU1686  STATE/COUNTY-  AZ/MARICOPA
 DU1686  USGS QUAD   -  MESA (1982)
 DU1686
 DU1686                         *CURRENT SURVEY CONTROL
 DU1686  ___________________________________________________________________
 DU1686* NAD 83(1986)-  33 23 08.     (N)    111 51 30.     (W)     SCALED    
 DU1686* NAVD 88     -       367.335  (meters)    1205.16   (feet)  ADJUSTED  
 DU1686  ___________________________________________________________________
 DU1686  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1686  DYNAMIC HT  -         366.902 (meters)    1203.74  (feet)  COMP
 DU1686  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 DU1686
 DU1686  VERT ORDER  -  SECOND    CLASS I
 DU1686
 DU1686.The horizontal coordinates were scaled from a topographic map and have
 DU1686.an estimated accuracy of +/- 6 seconds.
 DU1686
 DU1686.The orthometric height was determined by differential leveling
 DU1686.and adjusted in January 1998.
 DU1686
 DU1686.The geoid height was determined by GEOID03.
 DU1686
 DU1686.The dynamic height is computed by dividing the NAVD 88
 DU1686.geopotential number by the normal gravity value computed on the
 DU1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1686.degrees latitude (g = 980.6199 gals.).
 DU1686
 DU1686.The modeled gravity was interpolated from observed gravity values.
 DU1686
 DU1686;                    North         East    Units  Estimated Accuracy
 DU1686;SPC AZ C     -   264,510.      218,790.      MT  (+/- 180 meters Scaled)
 DU1686
 DU1686                          SUPERSEDED SURVEY CONTROL
 DU1686
 DU1686  NAVD 88 (11/29/93)  367.309  (m)         1205.08   (f) UNKNOWN     2 1
 DU1686
 DU1686.Superseded values are not recommended for survey control.
 DU1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1686.See file dsdata.txt to determine how the superseded data were derived.
 DU1686
 DU1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB201943(NAD 83)
 DU1686_MARKER: DD = SURVEY DISK
 DU1686_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1686_SP_SET: CULVERT HEADWALL
 DU1686_STAMPING: 360-L
 DU1686_MARK LOGO: AZDT  
 DU1686_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1686+STABILITY: SURFACE MOTION
 DU1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1686+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1686
 DU1686  HISTORY     - Date     Condition        Report By
 DU1686  HISTORY     - 1981     MONUMENTED       AZDT
 DU1686  HISTORY     - 19941012 GOOD             NGS
 DU1686  HISTORY     - 19941026 GOOD             NGS
 DU1686  HISTORY     - 20051202 GOOD             GEOCAC
 DU1686  HISTORY     - 20080421 GOOD             GEOCAC
 DU1686
 DU1686                          STATION DESCRIPTION
 DU1686
 DU1686'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1686'IN MESA.
 DU1686'IN MESA, 4 MI (6.44 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1686'GILBERT ROAD TO ALMA SCHOOL ROAD, STATION LOCATED ON EAST HEADWALL,
 DU1686'57.5 FT (17.52 METERS) SOUTH OF NORTH RIGHT-OF-WAY FENCE RUNNING EAST
 DU1686'AND WEST, 88.0 FT (26.81 METERS) EAST OF ALMA SCHOOL DRIVE, A STANDARD
 DU1686'AZDT ALUMINUM CAP SET IN CENTER OF CONCRETE HEADWALL, 94.1 FT
 DU1686'(28.69 METERS) EAST OF ALMA SCHOOL ROAD CENTERLINE, 366.0 FT
 DU1686'(111.55 METERS) NORTH OF FREEWAY CENTERLINE.
 DU1686
 DU1686                          STATION RECOVERY (1994)
 DU1686
 DU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1686'IN MESA, AT THE INTERSECTION OF ALMA SCHOOL ROAD AND U.S.  HIGHWAY 60,
 DU1686'IN TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE EAST
 DU1686'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 101.6 M (333.3 FT)
 DU1686'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 15.2 M
 DU1686'(49.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD,
 DU1686'AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD.
 DU1686
 DU1686                          STATION RECOVERY (1994)
 DU1686
 DU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1686'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) EAST OF PHOENIX IN THE
 DU1686'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1686'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1686'87 (COUNTRY CLUB DRIVE) IN MESA, GO WEST ON HIGHWAY 60 FOR 0.75 MILE
 DU1686'(1.21 KM) TO THE EXIT RAMP FOR ALMA SCHOOL ROAD.  TAKE THE EXIT AND GO
 DU1686'WEST FOR 0.25 MILE (0.40 KM) TO ALMA SCHOOL ROAD.  TURN RIGHT AND GO
 DU1686'NORTH ON ALMA SCHOOL ROAD FOR 0.05 MILE (0.08 KM) AND THE STATION ON
 DU1686'THE RIGHT, A STANDARD AZDT ALUMINUM DISK SET IN THE CENTER OF A
 DU1686'CONCRETE HEADWALL OVER A CONCRETE LINED CANAL,  250 FEET (76.2 M)
 DU1686'NORTH OF THE CENTERLNE OF HIGHWAY 60, 160 FEET (48.8 M) NORTH OF THE
 DU1686'CENTERLINE OF THE WESTBOUND EXIT RAMP OF HIGHWAY 60, 57.5 FEET (17.5
 DU1686'M) SOUTH OF NORTH RIGHT-OF-WAY FENCE RUNNING EAST AND WEST, 88.0 FEET
 DU1686'(26.8 M) EAST OF ALMA SCHOOL DRIVE, 94.1 FEET (28.7 M) EAST OF ALMA
 DU1686'SCHOOL ROAD CENTERLINE.  NOTE--THE STATION IS ABOUT 165 FEET (50.3 M)
 DU1686'EAST OF AND ACROSS ALMA SCHOOL ROAD FROM STATION 360 K.
 DU1686
 DU1686                          STATION RECOVERY (2005)
 DU1686
 DU1686'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1686'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1686'33 23 12.60 (N)   111 51 25.62 (W) (NAD 83).
 DU1686
 DU1686                          STATION RECOVERY (2008)
 DU1686
 DU1686'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1686'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1686'23.212' W111 51.423'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1685 ***********************************************************************
 DU1685  DESIGNATION -  360 M
 DU1685  PID         -  DU1685
 DU1685  STATE/COUNTY-  AZ/MARICOPA
 DU1685  USGS QUAD   -  MESA (1982)
 DU1685
 DU1685                         *CURRENT SURVEY CONTROL
 DU1685  ___________________________________________________________________
 DU1685* NAD 83(1986)-  33 23 10.     (N)    111 51 00.     (W)     SCALED    
 DU1685* NAVD 88     -       368.457  (meters)    1208.85   (feet)  ADJUSTED  
 DU1685  ___________________________________________________________________
 DU1685  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1685  DYNAMIC HT  -         368.023 (meters)    1207.42  (feet)  COMP
 DU1685  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 DU1685
 DU1685  VERT ORDER  -  SECOND    CLASS I
 DU1685
 DU1685.The horizontal coordinates were scaled from a topographic map and have
 DU1685.an estimated accuracy of +/- 6 seconds.
 DU1685
 DU1685.The orthometric height was determined by differential leveling
 DU1685.and adjusted in January 1998.
 DU1685
 DU1685.The geoid height was determined by GEOID03.
 DU1685
 DU1685.The dynamic height is computed by dividing the NAVD 88
 DU1685.geopotential number by the normal gravity value computed on the
 DU1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1685.degrees latitude (g = 980.6199 gals.).
 DU1685
 DU1685.The modeled gravity was interpolated from observed gravity values.
 DU1685
 DU1685;                    North         East    Units  Estimated Accuracy
 DU1685;SPC AZ C     -   264,570.      219,560.      MT  (+/- 180 meters Scaled)
 DU1685
 DU1685                          SUPERSEDED SURVEY CONTROL
 DU1685
 DU1685  NAVD 88 (11/29/93)  368.430  (m)         1208.76   (f) UNKNOWN     2 1
 DU1685
 DU1685.Superseded values are not recommended for survey control.
 DU1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1685.See file dsdata.txt to determine how the superseded data were derived.
 DU1685
 DU1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB209944(NAD 83)
 DU1685_MARKER: DD = SURVEY DISK
 DU1685_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1685_SP_SET: CULVERT HEADWALL
 DU1685_STAMPING: 360-M
 DU1685_MARK LOGO: AZDT  
 DU1685_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1685+STABILITY: SURFACE MOTION
 DU1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1685+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1685
 DU1685  HISTORY     - Date     Condition        Report By
 DU1685  HISTORY     - 1981     MONUMENTED       AZDT
 DU1685  HISTORY     - 19941012 GOOD             NGS
 DU1685  HISTORY     - 19941026 GOOD             NGS
 DU1685  HISTORY     - 20051202 GOOD             GEOCAC
 DU1685  HISTORY     - 20080421 GOOD             GEOCAC
 DU1685
 DU1685                          STATION DESCRIPTION
 DU1685
 DU1685'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1685'IN MESA.
 DU1685'IN MESA, 3.5 MI (5.64 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1685'GILBERT ROAD TO EXTENSION RD, STATION ON WEST HEADWALL, 84 FT
 DU1685'(25.6 METERS) WEST OF CENTERLINE OF ROAD, 54.6 FT (16.64 METERS) SOUTH
 DU1685'OF THE NORTH RIGHT-OF-WAY FENCE RUNNING EAST AND WEST, A STANDARD AZDT
 DU1685'ALUMINUM CAP SET IN CONCRETE HEADWALL.
 DU1685
 DU1685                          STATION RECOVERY (1994)
 DU1685
 DU1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1685'IN MESA, AT THE INTERSECTION OF EXTENSION ROAD AND U.S.  HIGHWAY 60,
 DU1685'IN TOP OF AND 5.1 M (16.7 FT) NORTH OF THE SOUTH END OF THE WEST
 DU1685'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 52.0 M (170.6 FT) NORTH
 DU1685'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 20.9 M (68.6 FT)
 DU1685'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD, AND 2.5 M
 DU1685'(8.2 FT) BELOW THE LEVEL OF THE ROAD.
 DU1685
 DU1685                          STATION RECOVERY (1994)
 DU1685
 DU1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1685'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1685'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1685'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1685'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1685'0.55 MILE (0.89 KM) TO THE INTERSECTION OF BASELINE ROAD. TURN RIGHT
 DU1685'AND GO WEST ON BASELINE ROAD FOR 0.4 MILE (0.6 KM) TO THE INTERSECTION
 DU1685'OF EXTENSION ROAD.  TURN RIGHT AND GO NORTH FOR 0.55 MILE (0.89 KM)
 DU1685'PASSING OVER HIGHWAY 60 TO THE STATION ON THE LEFT, A STANDARD AZDT
 DU1685'ALUMINUM DISK SET IN THE CENTER OF A CONCRETE HEADWALL OVER A CANAL,
 DU1685'84 FEET (25.6 M) WEST OF CENTERLINE OF ROAD, 54.6 FEET (16.6 M) SOUTH
 DU1685'OF THE NORTH RIGHT-OF-WAY FENCE RUNNING EAST AND WEST. NOTE-THE
 DU1685'STATION IS ABOUT 200 FEET (61.0 M) WEST-NORTHWEST OF AND ACROSS
 DU1685'EXTENSION ROAD FROM STATION 360 N.
 DU1685
 DU1685                          STATION RECOVERY (2005)
 DU1685
 DU1685'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1685'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1685'33 23 11.34 (N)   111 50 56.34 (W) (NAD 83).
 DU1685
 DU1685                          STATION RECOVERY (2008)
 DU1685
 DU1685'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1685'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1685'23.190' W111 50.939'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1684 ***********************************************************************
 DU1684  DESIGNATION -  360 N
 DU1684  PID         -  DU1684
 DU1684  STATE/COUNTY-  AZ/MARICOPA
 DU1684  USGS QUAD   -  MESA (1982)
 DU1684
 DU1684                         *CURRENT SURVEY CONTROL
 DU1684  ___________________________________________________________________
 DU1684* NAD 83(1986)-  33 23 09.     (N)    111 50 57.     (W)     SCALED    
 DU1684* NAVD 88     -       371.996  (meters)    1220.46   (feet)  ADJUSTED  
 DU1684  ___________________________________________________________________
 DU1684  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1684  DYNAMIC HT  -         371.557 (meters)    1219.02  (feet)  COMP
 DU1684  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 DU1684
 DU1684  VERT ORDER  -  FIRST     CLASS II
 DU1684
 DU1684.The horizontal coordinates were scaled from a topographic map and have
 DU1684.an estimated accuracy of +/- 6 seconds.
 DU1684
 DU1684.The orthometric height was determined by differential leveling
 DU1684.and adjusted in January 1998.
 DU1684
 DU1684.The geoid height was determined by GEOID03.
 DU1684
 DU1684.The dynamic height is computed by dividing the NAVD 88
 DU1684.geopotential number by the normal gravity value computed on the
 DU1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1684.degrees latitude (g = 980.6199 gals.).
 DU1684
 DU1684.The modeled gravity was interpolated from observed gravity values.
 DU1684
 DU1684;                    North         East    Units  Estimated Accuracy
 DU1684;SPC AZ C     -   264,540.      219,640.      MT  (+/- 180 meters Scaled)
 DU1684
 DU1684                          SUPERSEDED SURVEY CONTROL
 DU1684
 DU1684  NAVD 88 (11/29/93)  371.968  (m)         1220.37   (f) UNKNOWN     1 2
 DU1684
 DU1684.Superseded values are not recommended for survey control.
 DU1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1684.See file dsdata.txt to determine how the superseded data were derived.
 DU1684
 DU1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB210943(NAD 83)
 DU1684_MARKER: DD = SURVEY DISK
 DU1684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1684_SP_SET: BRIDGE WALKWAY
 DU1684_STAMPING: 360-N
 DU1684_MARK LOGO: AZDT  
 DU1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1684+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 DU1684
 DU1684  HISTORY     - Date     Condition        Report By
 DU1684  HISTORY     - 1981     MONUMENTED       AZDT
 DU1684  HISTORY     - 19941012 GOOD             NGS
 DU1684  HISTORY     - 19941026 GOOD             NGS
 DU1684  HISTORY     - 20051202 GOOD             GEOCAC
 DU1684  HISTORY     - 20080421 GOOD             GEOCAC
 DU1684
 DU1684                          STATION DESCRIPTION
 DU1684
 DU1684'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1684'IN MESA.
 DU1684'IN MESA, 3.5 MI (5.64 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1684'GILBERT ROAD TO EXTENSION RD, STATION ON NORTHEAST CORNER OF OVERPASS,
 DU1684'34.7 FT (10.57 METERS) EAST OF BRIDGE CENTERLINE, 1.3 FT (0.39 METERS)
 DU1684'SOUTH OF NORTH EXPANSION JOINT, 6.0 FT (1.82 METERS) WEST OF CHAIN
 DU1684'LINK FENCE, A STANDARD AZDT CAP EPOXIED ON BRIDGE SIDEWALK.
 DU1684
 DU1684                          STATION RECOVERY (1994)
 DU1684
 DU1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1684'IN MESA, AT THE INTERSECTION OF EXTENSION ROAD AND U.S.  HIGHWAY 60,
 DU1684'IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 DU1684'CONCRETE WALKWAY OF THE ROAD OVERPASS OF THE HIGHWAY, 26.2 M (86.0 FT)
 DU1684'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 5.1 M (16.7
 DU1684'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 DU1684'THE ROAD, 2.0 M (6.6 FT) WEST OF A CHAIN LINK FENCE, 0.4 M (1.3 FT)
 DU1684'SOUTH OF THE NORTH EXPANSION JOINT, AND 0.2 M (0.7 FT) EAST OF THE
 DU1684'EAST BRIDGE RAIL.
 DU1684
 DU1684                          STATION RECOVERY (1994)
 DU1684
 DU1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1684'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1684'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1684'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1684'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1684'0.55 MILE (0.89 KM) TO THE INTERSECTION OF BASELINE ROAD. TURN RIGHT
 DU1684'AND GO WEST ON BASELINE ROAD FOR 0.4 MILE (0.6 KM) TO THE INTERSECTION
 DU1684'OF EXTENSION ROAD.  TURN RIGHT AND GO NORTH FOR 0.55 MILE (0.89 KM)
 DU1684'PASSING OVER HIGHWAY 60 AND THE STATION ON THE RIGHT IN THE SIDEWALK
 DU1684'AT THE NORTHEAST CORNER OF THE OVERPASS, 110 FEET (33.5 M) NORTH OF
 DU1684'THE CENTERLINE OF HIGHWAY 60,  0.4 FEET (12.2 CM) EAST OF A 3 FOOT
 DU1684'(0.9 M) HIGH CONCRETE WALL, 34.7 FEET (10.6 M) EAST OF BRIDGE
 DU1684'CENTERLINE, 1.3 FEET (0.4 M) SOUTH OF NORTH EXPANSION JOINT, 6.0 FEET
 DU1684'(1.8 M) WEST OF CHAIN LINE FENCE, A STANDARD AZDT CAP EPOXIED ON
 DU1684'BRIDGE SIDEWALK.  (NOTE-THE STATION IS 200 FEET (61.0 M)
 DU1684'EAST-SOUTHEAST OF AND ACROSS EXTENSION ROAD FROM STATION 360 M.)
 DU1684
 DU1684                          STATION RECOVERY (2005)
 DU1684
 DU1684'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1684'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1684'33 23 10.50 (N)   111 50 55.02 (W) (NAD 83).
 DU1684
 DU1684                          STATION RECOVERY (2008)
 DU1684
 DU1684'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1684'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1684'23.177' W111 50.916'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1683 ***********************************************************************
 DU1683  DESIGNATION -  360 P
 DU1683  PID         -  DU1683
 DU1683  STATE/COUNTY-  AZ/MARICOPA
 DU1683  USGS QUAD   -  MESA (1982)
 DU1683
 DU1683                         *CURRENT SURVEY CONTROL
 DU1683  ___________________________________________________________________
 DU1683* NAD 83(1986)-  33 23 13.     (N)    111 50 32.     (W)     SCALED    
 DU1683* NAVD 88     -       368.971  (meters)    1210.53   (feet)  ADJUSTED  
 DU1683  ___________________________________________________________________
 DU1683  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1683  DYNAMIC HT  -         368.534 (meters)    1209.10  (feet)  COMP
 DU1683  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 DU1683
 DU1683  VERT ORDER  -  FIRST     CLASS II
 DU1683
 DU1683.The horizontal coordinates were scaled from a topographic map and have
 DU1683.an estimated accuracy of +/- 6 seconds.
 DU1683
 DU1683.The orthometric height was determined by differential leveling
 DU1683.and adjusted in August 1994.
 DU1683
 DU1683.The geoid height was determined by GEOID03.
 DU1683
 DU1683.The dynamic height is computed by dividing the NAVD 88
 DU1683.geopotential number by the normal gravity value computed on the
 DU1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1683.degrees latitude (g = 980.6199 gals.).
 DU1683
 DU1683.The modeled gravity was interpolated from observed gravity values.
 DU1683
 DU1683;                    North         East    Units  Estimated Accuracy
 DU1683;SPC AZ C     -   264,670.      220,290.      MT  (+/- 180 meters Scaled)
 DU1683
 DU1683                          SUPERSEDED SURVEY CONTROL
 DU1683
 DU1683  NAVD 88 (11/29/93)  368.940  (m)         1210.43   (f) UNKNOWN     1 2
 DU1683
 DU1683.Superseded values are not recommended for survey control.
 DU1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1683.See file dsdata.txt to determine how the superseded data were derived.
 DU1683
 DU1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216945(NAD 83)
 DU1683_MARKER: DD = SURVEY DISK
 DU1683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1683_SP_SET: CULVERT HEADWALL
 DU1683_STAMPING: 360-P
 DU1683_MARK LOGO: AZDT  
 DU1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1683+STABILITY: SURFACE MOTION
 DU1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1683+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1683
 DU1683  HISTORY     - Date     Condition        Report By
 DU1683  HISTORY     - 1981     MONUMENTED       AZDT
 DU1683  HISTORY     - 19940426 GOOD             NGS
 DU1683  HISTORY     - 19941012 GOOD             NGS
 DU1683  HISTORY     - 19941026 GOOD             NGS
 DU1683  HISTORY     - 20051202 GOOD             GEOCAC
 DU1683  HISTORY     - 20080421 GOOD             GEOCAC
 DU1683
 DU1683                          STATION DESCRIPTION
 DU1683
 DU1683'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1683'IN MESA.
 DU1683'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1683'GILBERT ROAD TO COUNTRY CLUB DRIVE, 343 FT (104.5 METERS) NORTH OF
 DU1683'CENTERLINE OF U.S. 360, 90 FT (27.43 METERS) WEST OF CENTERLINE OF
 DU1683'COUNTRY CLUB DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN THE CENTER OF
 DU1683'CANAL HEADWALL.
 DU1683
 DU1683                          STATION RECOVERY (1994)
 DU1683
 DU1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU1683'IN MESA, AT THE INTERSECTION OF SOUTH COUNTRY CLUB DRIVE AND WEST
 DU1683'HOLMES STREET, IN TOP OF AND 4.7 M (15.4 FT) NORTH OF THE SOUTH END
 DU1683'OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE, 87.1 M
 DU1683'(285.8 FT) SOUTH OF THE STREET CENTER, 27.4 M (89.9 FT) WEST OF THE
 DU1683'CENTER OF THE SOUTHBOUND LANES OF THE DRIVE, AND 1.1 M (3.6 FT) BELOW
 DU1683'THE LEVEL OF THE DRIVE.
 DU1683
 DU1683                          STATION RECOVERY (1994)
 DU1683
 DU1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1683'IN MESA, AT THE INTERSECTION OF SOUTH COUNTRY CLUB DRIVE AND WEST
 DU1683'HOLMES STREET, IN TOP OF AND 4.7 M (15.4 FT) NORTH OF THE SOUTH END OF
 DU1683'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE, 87.1 M (285.8
 DU1683'FT) SOUTH OF THE STREET CENTER, 27.4 M (89.9 FT) WEST OF THE CENTER OF
 DU1683'THE SOUTHBOUND LANES OF THE DRIVE, AND 1.1 M (3.6 FT) BELOW THE LEVEL
 DU1683'OF THE DRIVE.
 DU1683
 DU1683                          STATION RECOVERY (1994)
 DU1683
 DU1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1683'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1683'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1683'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1683'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU1683'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT, A STANDARD AZDT
 DU1683'ALUMINUM DISK SET IN TOP OF AND 15.4 FEET (4.7 M) NORTH OF THE SOUTH
 DU1683'END OF THE WEST CONCRETE HEADWALL OF A CANAL UNDER THE DRIVE, 285.8
 DU1683'FEET (87.1 M) SOUTH OF THE STREET CENTER, 89.9 FEET (27.4 M) WEST OF
 DU1683'THE CENTER OF THE SOUTHBOUND LANES OF THE DRIVE, AND 3.6 FEET (1.1 M)
 DU1683'ELOW THE LEVEL OF THE DRIVE.  125 FEET (38.1 M) NORTH OF THE WESTBOUND
 DU1683'ENTRANCE RAMP TO HIGHWAY 60 AND 90 FEET (27.4 M) WEST OF THE
 DU1683'CENTERLINE OF COUNTRY CLUB DRIVE.  NOTE--THE STATION IS 165.0 FT (50.3
 DU1683'M) WEST AND ACROSS COUNTRY CLUB DRIVE FROM STATION 360 Q.)
 DU1683
 DU1683                          STATION RECOVERY (2005)
 DU1683
 DU1683'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1683'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1683'33 23 13.20 (N)   111 50 25.50 (W) (NAD 83).
 DU1683
 DU1683                          STATION RECOVERY (2008)
 DU1683
 DU1683'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1683'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1683'23.221' W111 50.424'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1682 ***********************************************************************
 DU1682  DESIGNATION -  360 Q
 DU1682  PID         -  DU1682
 DU1682  STATE/COUNTY-  AZ/MARICOPA
 DU1682  USGS QUAD   -  MESA (1982)
 DU1682
 DU1682                         *CURRENT SURVEY CONTROL
 DU1682  ___________________________________________________________________
 DU1682* NAD 83(1986)-  33 23 14.     (N)    111 50 27.     (W)     SCALED    
 DU1682* NAVD 88     -       369.078  (meters)    1210.88   (feet)  ADJUSTED  
 DU1682  ___________________________________________________________________
 DU1682  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1682  DYNAMIC HT  -         368.641 (meters)    1209.45  (feet)  COMP
 DU1682  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 DU1682
 DU1682  VERT ORDER  -  FIRST     CLASS II
 DU1682
 DU1682.The horizontal coordinates were scaled from a topographic map and have
 DU1682.an estimated accuracy of +/- 6 seconds.
 DU1682
 DU1682.The orthometric height was determined by differential leveling
 DU1682.and adjusted in January 1998.
 DU1682.WARNING-Repeat measurements at this control monument indicate possible
 DU1682.vertical movement.
 DU1682
 DU1682.The geoid height was determined by GEOID03.
 DU1682
 DU1682.The dynamic height is computed by dividing the NAVD 88
 DU1682.geopotential number by the normal gravity value computed on the
 DU1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1682.degrees latitude (g = 980.6199 gals.).
 DU1682
 DU1682.The modeled gravity was interpolated from observed gravity values.
 DU1682
 DU1682;                    North         East    Units  Estimated Accuracy
 DU1682;SPC AZ C     -   264,700.      220,420.      MT  (+/- 180 meters Scaled)
 DU1682
 DU1682                          SUPERSEDED SURVEY CONTROL
 DU1682
 DU1682  NAVD 88 (11/29/93)  369.049  (m)         1210.79   (f) UNKNOWN     1 2
 DU1682
 DU1682.Superseded values are not recommended for survey control.
 DU1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1682.See file dsdata.txt to determine how the superseded data were derived.
 DU1682
 DU1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB217945(NAD 83)
 DU1682_MARKER: DD = SURVEY DISK
 DU1682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1682_SP_SET: CULVERT HEADWALL
 DU1682_STAMPING: 360-Q
 DU1682_MARK LOGO: AZDT  
 DU1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1682+STABILITY: SURFACE MOTION
 DU1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1682+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1682
 DU1682  HISTORY     - Date     Condition        Report By
 DU1682  HISTORY     - 1981     MONUMENTED       AZDT
 DU1682  HISTORY     - 19941012 GOOD             NGS
 DU1682  HISTORY     - 19941026 GOOD             NGS
 DU1682  HISTORY     - 20051202 GOOD             GEOCAC
 DU1682  HISTORY     - 20080421 GOOD             GEOCAC
 DU1682
 DU1682                          STATION DESCRIPTION
 DU1682
 DU1682'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1682'IN MESA.
 DU1682'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1682'GILBERT ROAD TO COUNTRY CLUB DRIVE, 343 FT (104.5 METERS) NORTH OF
 DU1682'CENTERLINE OF U.S. 360, 90 FT (27.43 METERS) EAST OF CENTERLINE OF
 DU1682'COUNTRY CLUB DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN THE CENTER OF
 DU1682'CANAL HEADWALL.
 DU1682
 DU1682                          STATION RECOVERY (1994)
 DU1682
 DU1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1682'IN MESA, AT THE INTERSECTION OF SOUTH COUNTRY CLUB DRIVE AND U.S.
 DU1682'HIGHWAY 60, IN TOP OF AND 5.1 M (16.7 FT) NORTH OF THE SOUTH END OF
 DU1682'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE, 94.3 M (309.4
 DU1682'FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 18.7 M
 DU1682'(61.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE,
 DU1682'3.8 M (12.5 FT) EAST OF A CHAIN-LINK FENCE, AND 1.0 M (3.3 FT) BELOW
 DU1682'THE LEVEL OF THE DRIVE.
 DU1682
 DU1682                          STATION RECOVERY (1994)
 DU1682
 DU1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1682'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1682'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1682'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1682'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU1682'0.05 MILE (0.08 KM) TO A DIRT SIDE ROAD RIGHT AND THE STATION ON THE
 DU1682'RIGHT, A AZDT ALUMINUM DISK, SET IN THE CENTER OF A CONCRETE HEADWALL
 DU1682'OVER A CANAL,  343.0 FEET (104.5 M) NORTH OF THE CENTERLINE OF US
 DU1682'HIGHWAY 360, 75 FEET (22.9 M) EAST OF THE CENTERLINE OF COUNTRY CLUB
 DU1682'DRIVE, 40 FEET (12.2 M) SOUTH OF THE CENTERLINE OF THE DIRT SIDE ROAD
 DU1682'WHICH RUNS ALONG THE NORTH SIDE OF THE CANAL, 12 FEET (3.7 M) EAST OF
 DU1682'A 6 FOOT (1.8 M) CHAIN LINK FENCE AND ABOUT 4 FEET (1.2 M) LOWER THAN
 DU1682'COUNTRY CLUB DRIVE.  ACCESS THE STATION BY GOING AROUND THE SOUTH END
 DU1682'OF THE CHAIN LINK FENCE.  (NOTE-THE STATION IS ABOUT 165 FEET (50.3 M)
 DU1682'EAST OF AND ACROSS COUNTRY CLUB DRIVE FROM STATION 360 P.)
 DU1682
 DU1682                          STATION RECOVERY (2005)
 DU1682
 DU1682'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1682'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1682'33 23 13.32 (N)   111 50 23.34 (W) (NAD 83).
 DU1682
 DU1682                          STATION RECOVERY (2008)
 DU1682
 DU1682'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1682'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1682'23.221' W111 50.386'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1677 ***********************************************************************
 DU1677  DESIGNATION -  360 R
 DU1677  PID         -  DU1677
 DU1677  STATE/COUNTY-  AZ/MARICOPA
 DU1677  USGS QUAD   -  MESA (1982)
 DU1677
 DU1677                         *CURRENT SURVEY CONTROL
 DU1677  ___________________________________________________________________
 DU1677* NAD 83(1986)-  33 23 09.     (N)    111 49 55.     (W)     SCALED    
 DU1677* NAVD 88     -       370.222  (meters)    1214.64   (feet)  ADJUSTED  
 DU1677  ___________________________________________________________________
 DU1677  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1677  DYNAMIC HT  -         369.784 (meters)    1213.20  (feet)  COMP
 DU1677  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 DU1677
 DU1677  VERT ORDER  -  SECOND    CLASS I
 DU1677
 DU1677.The horizontal coordinates were scaled from a topographic map and have
 DU1677.an estimated accuracy of +/- 6 seconds.
 DU1677
 DU1677.The orthometric height was determined by differential leveling
 DU1677.and adjusted in January 1998.
 DU1677
 DU1677.The geoid height was determined by GEOID03.
 DU1677
 DU1677.The dynamic height is computed by dividing the NAVD 88
 DU1677.geopotential number by the normal gravity value computed on the
 DU1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1677.degrees latitude (g = 980.6199 gals.).
 DU1677
 DU1677.The modeled gravity was interpolated from observed gravity values.
 DU1677
 DU1677;                    North         East    Units  Estimated Accuracy
 DU1677;SPC AZ C     -   264,540.      221,240.      MT  (+/- 180 meters Scaled)
 DU1677
 DU1677                          SUPERSEDED SURVEY CONTROL
 DU1677
 DU1677  NAVD 88 (11/29/93)  370.194  (m)         1214.54   (f) UNKNOWN     2 1
 DU1677
 DU1677.Superseded values are not recommended for survey control.
 DU1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1677.See file dsdata.txt to determine how the superseded data were derived.
 DU1677
 DU1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB226943(NAD 83)
 DU1677_MARKER: DD = SURVEY DISK
 DU1677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1677_SP_SET: CULVERT HEADWALL
 DU1677_STAMPING: 360-R
 DU1677_MARK LOGO: AZDT  
 DU1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1677+STABILITY: SURFACE MOTION
 DU1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1677+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU1677
 DU1677  HISTORY     - Date     Condition        Report By
 DU1677  HISTORY     - 1981     MONUMENTED       AZDT
 DU1677  HISTORY     - 19941012 GOOD             NGS
 DU1677  HISTORY     - 20051203 GOOD             GEOCAC
 DU1677  HISTORY     - 20080421 GOOD             GEOCAC
 DU1677
 DU1677                          STATION DESCRIPTION
 DU1677
 DU1677'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1677'IN MESA.
 DU1677'IN MESA, 2.5 MI (4.03 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1677'GILBERT ROAD TO RAILROAD TRACK AND NORTH HEADWALL, 25.4 FT
 DU1677'(7.74 METERS) NORTHWEST OF NORTH PILLAR, 17 FT (5.18 METERS) EAST OF
 DU1677'EASTERN RAIL.
 DU1677
 DU1677                          STATION RECOVERY (1994)
 DU1677
 DU1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1677'IN MESA, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND U.S.
 DU1677'HIGHWAY 60, IN TOP OF AND 1.0 M (3.3 FT) EAST OF THE WEST END OF THE
 DU1677'NORTH CONCRETE HEADWALL OF A CULVERT ALONG THE EAST SIDE OF THE
 DU1677'RAILROAD, 47.4 M (155.5 FT) NORTH OF BENCH MARK 360 S, 20.8 M (68.2
 DU1677'FT) NORTH OF THE CENTER OF THE HIGHWAY, 5.3 M (17.4 FT) EAST OF THE
 DU1677'NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
 DU1677
 DU1677                          STATION RECOVERY (2005)
 DU1677
 DU1677'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1677'RECOVERED IN GOOD CONDITION.
 DU1677
 DU1677                          STATION RECOVERY (2008)
 DU1677
 DU1677'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1677'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1677'23.171' W111 49.908'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1678 ***********************************************************************
 DU1678  DESIGNATION -  360 S
 DU1678  PID         -  DU1678
 DU1678  STATE/COUNTY-  AZ/MARICOPA
 DU1678  USGS QUAD   -  MESA (1982)
 DU1678
 DU1678                         *CURRENT SURVEY CONTROL
 DU1678  ___________________________________________________________________
 DU1678* NAD 83(1986)-  33 23 07.     (N)    111 49 51.     (W)     SCALED    
 DU1678* NAVD 88     -       370.344  (meters)    1215.04   (feet)  ADJUSTED  
 DU1678  ___________________________________________________________________
 DU1678  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1678  DYNAMIC HT  -         369.906 (meters)    1213.60  (feet)  COMP
 DU1678  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 DU1678
 DU1678  VERT ORDER  -  SECOND    CLASS I
 DU1678
 DU1678.The horizontal coordinates were scaled from a topographic map and have
 DU1678.an estimated accuracy of +/- 6 seconds.
 DU1678
 DU1678.The orthometric height was determined by differential leveling
 DU1678.and adjusted in January 1998.
 DU1678
 DU1678.The geoid height was determined by GEOID03.
 DU1678
 DU1678.The dynamic height is computed by dividing the NAVD 88
 DU1678.geopotential number by the normal gravity value computed on the
 DU1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1678.degrees latitude (g = 980.6199 gals.).
 DU1678
 DU1678.The modeled gravity was interpolated from observed gravity values.
 DU1678
 DU1678;                    North         East    Units  Estimated Accuracy
 DU1678;SPC AZ C     -   264,480.      221,350.      MT  (+/- 180 meters Scaled)
 DU1678
 DU1678                          SUPERSEDED SURVEY CONTROL
 DU1678
 DU1678  NAVD 88 (11/29/93)  370.316  (m)         1214.95   (f) UNKNOWN     2 1
 DU1678
 DU1678.Superseded values are not recommended for survey control.
 DU1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1678.See file dsdata.txt to determine how the superseded data were derived.
 DU1678
 DU1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB227943(NAD 83)
 DU1678_MARKER: DD = SURVEY DISK
 DU1678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1678_SP_SET: CULVERT HEADWALL
 DU1678_STAMPING: 360-S
 DU1678_MARK LOGO: AZDT  
 DU1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1678+STABILITY: SURFACE MOTION
 DU1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1678+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU1678
 DU1678  HISTORY     - Date     Condition        Report By
 DU1678  HISTORY     - 1981     MONUMENTED       AZDT
 DU1678  HISTORY     - 19941012 GOOD             NGS
 DU1678  HISTORY     - 20051203 GOOD             GEOCAC
 DU1678  HISTORY     - 20080421 GOOD             GEOCAC
 DU1678
 DU1678                          STATION DESCRIPTION
 DU1678
 DU1678'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1678'IN MESA.
 DU1678'IN MESA, 2.5 MI (4.03 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1678'GILBERT ROAD TO RAILROAD TRACK AND SOUTH HEADWALL, 36.0 FT
 DU1678'(10.97 METERS) SOUTHWEST OF SOUTH PILLAR, 15.8 FT (4.82 METERS) EAST
 DU1678'OF EASTERN RAIL.
 DU1678
 DU1678                          STATION RECOVERY (1994)
 DU1678
 DU1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1678'IN MESA, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND U.S.
 DU1678'HIGHWAY 60, IN TOP OF AND 0.7 M (2.3 FT) EAST OF THE WEST END OF THE
 DU1678'SOUTH CONCRETE HEADWALL OF A CULVERT ALONG THE EAST SIDE OF THE
 DU1678'RAILROAD, 47.4 M (155.5 FT) SOUTH OF BENCH MARK 360 R, 25.3 M (83.0
 DU1678'FT) SOUTH OF THE CENTER OF THE HIGHWAY, 4.9 M (16.1 FT) EAST OF THE
 DU1678'NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 DU1678
 DU1678                          STATION RECOVERY (2005)
 DU1678
 DU1678'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1678'RECOVERED IN GOOD CONDITION.
 DU1678
 DU1678                          STATION RECOVERY (2008)
 DU1678
 DU1678'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1678'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1678'23.147' W111 49.096'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1676 ***********************************************************************
 DU1676  DESIGNATION -  360 T
 DU1676  PID         -  DU1676
 DU1676  STATE/COUNTY-  AZ/MARICOPA
 DU1676  USGS QUAD   -  MESA (1982)
 DU1676
 DU1676                         *CURRENT SURVEY CONTROL
 DU1676  ___________________________________________________________________
 DU1676* NAD 83(1986)-  33 23 12.     (N)    111 49 26.     (W)     SCALED    
 DU1676* NAVD 88     -       370.640  (meters)    1216.01   (feet)  ADJUSTED  
 DU1676  ___________________________________________________________________
 DU1676  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1676  DYNAMIC HT  -         370.201 (meters)    1214.57  (feet)  COMP
 DU1676  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 DU1676
 DU1676  VERT ORDER  -  SECOND    CLASS I
 DU1676
 DU1676.The horizontal coordinates were scaled from a topographic map and have
 DU1676.an estimated accuracy of +/- 6 seconds.
 DU1676
 DU1676.The orthometric height was determined by differential leveling
 DU1676.and adjusted in January 1998.
 DU1676
 DU1676.The geoid height was determined by GEOID03.
 DU1676
 DU1676.The dynamic height is computed by dividing the NAVD 88
 DU1676.geopotential number by the normal gravity value computed on the
 DU1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1676.degrees latitude (g = 980.6199 gals.).
 DU1676
 DU1676.The modeled gravity was interpolated from observed gravity values.
 DU1676
 DU1676;                    North         East    Units  Estimated Accuracy
 DU1676;SPC AZ C     -   264,640.      221,990.      MT  (+/- 180 meters Scaled)
 DU1676
 DU1676                          SUPERSEDED SURVEY CONTROL
 DU1676
 DU1676  NAVD 88 (11/29/93)  370.614  (m)         1215.92   (f) UNKNOWN     2 1
 DU1676
 DU1676.Superseded values are not recommended for survey control.
 DU1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1676.See file dsdata.txt to determine how the superseded data were derived.
 DU1676
 DU1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB233944(NAD 83)
 DU1676_MARKER: DD = SURVEY DISK
 DU1676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1676_SP_SET: CULVERT HEADWALL
 DU1676_STAMPING: 360-T
 DU1676_MARK LOGO: AZDT  
 DU1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1676+STABILITY: SURFACE MOTION
 DU1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1676+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1676
 DU1676  HISTORY     - Date     Condition        Report By
 DU1676  HISTORY     - 1981     MONUMENTED       AZDT
 DU1676  HISTORY     - 19941012 GOOD             NGS
 DU1676  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1676  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU1676  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1676
 DU1676                          STATION DESCRIPTION
 DU1676
 DU1676'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1676'IN MESA.
 DU1676'IN MESA, 2.0 MI (3.22 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1676'GILBERT ROAD TO MESA DRIVE AND STATION ON WEST HEADWALL, 358.0 FT
 DU1676'(109.01 METERS) NORTH OF CENTERLINE OF SUPERSTITION FREEWAY, 77.6 FT
 DU1676'(23.65 METERS) WEST OF MESA DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN
 DU1676'CONCRETE HEADWALL.
 DU1676
 DU1676                          STATION RECOVERY (1994)
 DU1676
 DU1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1676'IN MESA, AT THE INTERSECTION OF MESA DRIVE AND U.S.  HIGHWAY 60, IN
 DU1676'TOP OF AND 6.8 M (22.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1676'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.6 M (336.6 FT) NORTH OF THE
 DU1676'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 16.3 M (53.5 FT) WEST OF
 DU1676'THE CENTER OF THE SOUTHBOUND LANES OF THE DRIVE, 7.2 M (23.6 FT) WEST
 DU1676'OF A CHAIN-LINK FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 DU1676'HIGHWAY.
 DU1676
 DU1676                          STATION RECOVERY (2005)
 DU1676
 DU1676'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1676'THE HEADWALL OF THE CULVERT WAS FOUND, BUT 4.3 FEET OF CONCRETE HAS
 DU1676'BEEN POURED ON TOP OF IT (AND THE SURVEY DISK), SO THE TOP OF THE
 DU1676'CULVERT IS NOW LEVEL WITH THE SIDEWALK. ALSO, A METAL RAILING WAS
 DU1676'INSTALLED IN THE NEW CONCRETE. NOTE THAT THE CULVERT AND
 DU1676'DU1675 (360-U) (EAST SIDE OF MESA DRIVE) WERE NOT MODIFIED.
 DU1676
 DU1676                          STATION RECOVERY (2007)
 DU1676
 DU1676'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1676'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1676'MARK.
 DU1676'THE CULVERT HAS BEEN RE-WORKED, WITH ADDITIONAL LAYERS OF CONCRETE
 DU1676'COVERING THE MARK.
 DU1676
 DU1676                          STATION RECOVERY (2008)
 DU1676
 DU1676'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1676'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1676'MARK. APPARENTLY ADDITIONAL CONCRETE HAS BEEN PLACED ON TOP OF THE
 DU1676'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1675 ***********************************************************************
 DU1675  DESIGNATION -  360 U
 DU1675  PID         -  DU1675
 DU1675  STATE/COUNTY-  AZ/MARICOPA
 DU1675  USGS QUAD   -  MESA (1982)
 DU1675
 DU1675                         *CURRENT SURVEY CONTROL
 DU1675  ___________________________________________________________________
 DU1675* NAD 83(1986)-  33 23 12.     (N)    111 49 25.     (W)     SCALED    
 DU1675* NAVD 88     -       370.445  (meters)    1215.37   (feet)  ADJUSTED  
 DU1675  ___________________________________________________________________
 DU1675  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1675  DYNAMIC HT  -         370.006 (meters)    1213.93  (feet)  COMP
 DU1675  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 DU1675
 DU1675  VERT ORDER  -  SECOND    CLASS I
 DU1675
 DU1675.The horizontal coordinates were scaled from a topographic map and have
 DU1675.an estimated accuracy of +/- 6 seconds.
 DU1675
 DU1675.The orthometric height was determined by differential leveling
 DU1675.and adjusted in January 1998.
 DU1675
 DU1675.The geoid height was determined by GEOID03.
 DU1675
 DU1675.The dynamic height is computed by dividing the NAVD 88
 DU1675.geopotential number by the normal gravity value computed on the
 DU1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1675.degrees latitude (g = 980.6199 gals.).
 DU1675
 DU1675.The modeled gravity was interpolated from observed gravity values.
 DU1675
 DU1675;                    North         East    Units  Estimated Accuracy
 DU1675;SPC AZ C     -   264,640.      222,020.      MT  (+/- 180 meters Scaled)
 DU1675
 DU1675                          SUPERSEDED SURVEY CONTROL
 DU1675
 DU1675  NAVD 88 (11/29/93)  370.419  (m)         1215.28   (f) UNKNOWN     2 1
 DU1675
 DU1675.Superseded values are not recommended for survey control.
 DU1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1675.See file dsdata.txt to determine how the superseded data were derived.
 DU1675
 DU1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB233944(NAD 83)
 DU1675_MARKER: DD = SURVEY DISK
 DU1675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1675_SP_SET: CULVERT HEADWALL
 DU1675_STAMPING: 360-U
 DU1675_MARK LOGO: AZDT  
 DU1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1675+STABILITY: SURFACE MOTION
 DU1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1675+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1675
 DU1675  HISTORY     - Date     Condition        Report By
 DU1675  HISTORY     - 1981     MONUMENTED       AZDT
 DU1675  HISTORY     - 19941012 GOOD             NGS
 DU1675  HISTORY     - 20051216 GOOD             GEOCAC
 DU1675  HISTORY     - 20080421 GOOD             GEOCAC
 DU1675
 DU1675                          STATION DESCRIPTION
 DU1675
 DU1675'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1675'IN MESA.
 DU1675'IN MESA, 2.0 MI (3.22 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1675'GILBERT ROAD TO MESA DRIVE AND STATION ON EAST HEADWALL, 358.0 FT
 DU1675'(109.12 METERS) NORTH OF CENTERLINE OF S.R. 360, 69.7 FT
 DU1675'(21.25 METERS) EAST OF MESA DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN
 DU1675'THE CENTER OF CONCRETE HEADWALL.
 DU1675
 DU1675                          STATION RECOVERY (1994)
 DU1675
 DU1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1675'IN MESA, AT THE INTERSECTION OF MESA DRIVE AND U.S.  HIGHWAY 60, IN
 DU1675'TOP OF AND 6.8 M (22.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1675'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.6 M (336.6 FT) NORTH OF THE
 DU1675'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT) EAST OF
 DU1675'THE CENTER OF THE NORTHBOUND LANES OF THE DRIVE, 6.7 M (22.0 FT) EAST
 DU1675'OF A CHAIN-LINK FENCE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 DU1675'HIGHWAY.
 DU1675
 DU1675                          STATION RECOVERY (2005)
 DU1675
 DU1675'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1675'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU1675'33 23 13.50 (N)   111 49 21.84 (W) (NAD 83).
 DU1675
 DU1675                          STATION RECOVERY (2008)
 DU1675
 DU1675'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1675'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1675'23.224' W111 49.361'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1672 ***********************************************************************
 DU1672  DESIGNATION -  360 V
 DU1672  PID         -  DU1672
 DU1672  STATE/COUNTY-  AZ/MARICOPA
 DU1672  USGS QUAD   -  MESA (1982)
 DU1672
 DU1672                         *CURRENT SURVEY CONTROL
 DU1672  ___________________________________________________________________
 DU1672* NAD 83(1986)-  33 23 13.     (N)    111 48 54.     (W)     SCALED    
 DU1672* NAVD 88     -       375.757  (meters)    1232.80   (feet)  ADJUSTED  
 DU1672  ___________________________________________________________________
 DU1672  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1672  DYNAMIC HT  -         375.312 (meters)    1231.34  (feet)  COMP
 DU1672  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 DU1672
 DU1672  VERT ORDER  -  SECOND    CLASS I
 DU1672
 DU1672.The horizontal coordinates were scaled from a topographic map and have
 DU1672.an estimated accuracy of +/- 6 seconds.
 DU1672
 DU1672.The orthometric height was determined by differential leveling
 DU1672.and adjusted in January 1998.
 DU1672
 DU1672.The geoid height was determined by GEOID03.
 DU1672
 DU1672.The dynamic height is computed by dividing the NAVD 88
 DU1672.geopotential number by the normal gravity value computed on the
 DU1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1672.degrees latitude (g = 980.6199 gals.).
 DU1672
 DU1672.The modeled gravity was interpolated from observed gravity values.
 DU1672
 DU1672;                    North         East    Units  Estimated Accuracy
 DU1672;SPC AZ C     -   264,670.      222,820.      MT  (+/- 180 meters Scaled)
 DU1672
 DU1672                          SUPERSEDED SURVEY CONTROL
 DU1672
 DU1672  NAVD 88 (11/29/93)  375.733  (m)         1232.72   (f) UNKNOWN     2 1
 DU1672
 DU1672.Superseded values are not recommended for survey control.
 DU1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1672.See file dsdata.txt to determine how the superseded data were derived.
 DU1672
 DU1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB241944(NAD 83)
 DU1672_MARKER: DD = SURVEY DISK
 DU1672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1672_SP_SET: BRIDGE WALKWAY
 DU1672_STAMPING: 360-V B.M. 1981
 DU1672_MARK LOGO: AZDT  
 DU1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1672+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 DU1672
 DU1672  HISTORY     - Date     Condition        Report By
 DU1672  HISTORY     - 1981     MONUMENTED       AZDT
 DU1672  HISTORY     - 19941012 GOOD             NGS
 DU1672  HISTORY     - 20051104 GOOD             GEOCAC
 DU1672  HISTORY     - 20080421 GOOD             GEOCAC
 DU1672
 DU1672                          STATION DESCRIPTION
 DU1672
 DU1672'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1672'IN MESA.
 DU1672'IN MESA, 1.5 MI (2.42 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1672'GILBERT ROAD TO HORNE ROAD OVERPASS, 117.0 FT (35.66 METERS) NORTH OF
 DU1672'THE CENTERLINE OF S.R. 360, 35.3 FT (10.76 METERS) EAST OF THE
 DU1672'CENTERLINE OF HORNE ROAD, A STANDARD AZDT ALUMINUM CAP SET ON THE EAST
 DU1672'BRIDGE WALKWAY.
 DU1672
 DU1672                          STATION RECOVERY (1994)
 DU1672
 DU1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1672'IN MESA, AT THE INTERSECTION OF HORNE STREET AND U.S.  HIGHWAY 60, IN
 DU1672'TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 DU1672'WALKWAY OF THE STREET OVERPASS OF THE HIGHWAY, 25.3 M (83.0 FT) NORTH
 DU1672'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT)
 DU1672'EAST OF AND LEVEL WITH THE STREET CENTER, 1.9 M (6.2 FT) WEST OF A
 DU1672'CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) EAST OF THE EAST THE EAST BRIDGE
 DU1672'RAIL.
 DU1672
 DU1672                          STATION RECOVERY (2005)
 DU1672
 DU1672'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1672'FOUND AS DESCRIBED AT - 33 23 11.0 (N)  111 48 50.9 (W) - (NAD 83).
 DU1672
 DU1672                          STATION RECOVERY (2008)
 DU1672
 DU1672'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1672'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1672'23.187' W111 48.849'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1671 ***********************************************************************
 DU1671  DESIGNATION -  360 W
 DU1671  PID         -  DU1671
 DU1671  STATE/COUNTY-  AZ/MARICOPA
 DU1671  USGS QUAD   -  MESA (1982)
 DU1671
 DU1671                         *CURRENT SURVEY CONTROL
 DU1671  ___________________________________________________________________
 DU1671* NAD 83(1986)-  33 23 12.     (N)    111 48 50.     (W)     SCALED    
 DU1671* NAVD 88     -       371.725  (meters)    1219.57   (feet)  ADJUSTED  
 DU1671  ___________________________________________________________________
 DU1671  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1671  DYNAMIC HT  -         371.284 (meters)    1218.12  (feet)  COMP
 DU1671  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 DU1671
 DU1671  VERT ORDER  -  SECOND    CLASS I
 DU1671
 DU1671.The horizontal coordinates were scaled from a topographic map and have
 DU1671.an estimated accuracy of +/- 6 seconds.
 DU1671
 DU1671.The orthometric height was determined by differential leveling
 DU1671.and adjusted in January 1998.
 DU1671
 DU1671.The geoid height was determined by GEOID03.
 DU1671
 DU1671.The dynamic height is computed by dividing the NAVD 88
 DU1671.geopotential number by the normal gravity value computed on the
 DU1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1671.degrees latitude (g = 980.6199 gals.).
 DU1671
 DU1671.The modeled gravity was interpolated from observed gravity values.
 DU1671
 DU1671;                    North         East    Units  Estimated Accuracy
 DU1671;SPC AZ C     -   264,640.      222,920.      MT  (+/- 180 meters Scaled)
 DU1671
 DU1671                          SUPERSEDED SURVEY CONTROL
 DU1671
 DU1671  NAVD 88 (11/29/93)  371.700  (m)         1219.49   (f) UNKNOWN     2 1
 DU1671
 DU1671.Superseded values are not recommended for survey control.
 DU1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1671.See file dsdata.txt to determine how the superseded data were derived.
 DU1671
 DU1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB243944(NAD 83)
 DU1671_MARKER: DD = SURVEY DISK
 DU1671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1671_SP_SET: CULVERT HEADWALL
 DU1671_STAMPING: 360-W
 DU1671_MARK LOGO: AZDT  
 DU1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1671+STABILITY: SURFACE MOTION
 DU1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1671+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 DU1671
 DU1671  HISTORY     - Date     Condition        Report By
 DU1671  HISTORY     - 1981     MONUMENTED       AZDT
 DU1671  HISTORY     - 19941012 GOOD             NGS
 DU1671  HISTORY     - 20051104 GOOD             GEOCAC
 DU1671  HISTORY     - 20070203 GOOD             GEOCAC
 DU1671  HISTORY     - 20080421 GOOD             GEOCAC
 DU1671
 DU1671                          STATION DESCRIPTION
 DU1671
 DU1671'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1671'IN MESA.
 DU1671'IN MESA, 1.5 MI (2.42 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1671'GILBERT ROAD TO HORNE ROAD OVERPASS, 200.0 FT (60.96 METERS) NORTH OF
 DU1671'CENTERLINE OF SUPERSTITION FREEWAY, 89.0 FT (27.13 METERS) EAST OF
 DU1671'CENTERLINE OF HORNE ROAD, A STANDARD AZDT ALUMINUM CAP SET IN CONCRETE
 DU1671'HEADWALL.
 DU1671
 DU1671                          STATION RECOVERY (1994)
 DU1671
 DU1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1671'IN MESA, AT THE INTERSECTION OF HORNE STREET AND U.S.  HIGHWAY 60, IN
 DU1671'TOP OF AND 6.8 M (22.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1671'HEADWALL OF A CULVERT UNDER THE STREET, 52.6 M (172.6 FT) NORTH OF THE
 DU1671'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 27.1 M (88.9 FT) EAST OF
 DU1671'THE STREET CENTER, 15.2 M (49.9 FT) EAST OF A CHAIN-LINK FENCE, AND
 DU1671'0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET.
 DU1671
 DU1671                          STATION RECOVERY (2005)
 DU1671
 DU1671'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1671'FOUND AS DESCRIBED IN GOOD CONDITION. OUR COORDINATES WERE - NAD83 -
 DU1671'33 23 12.2 (N)   111 48 50.8 (W) (NAD 83).
 DU1671
 DU1671                          STATION RECOVERY (2007)
 DU1671
 DU1671'RECOVERY NOTE BY GEOCACHING 2007 (JWM)
 DU1671'RECOVERED IN GOOD CONDITION.
 DU1671
 DU1671                          STATION RECOVERY (2008)
 DU1671
 DU1671'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1671'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1671'23.200' W111 48.837'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1670 ***********************************************************************
 DU1670  DESIGNATION -  360 X
 DU1670  PID         -  DU1670
 DU1670  STATE/COUNTY-  AZ/MARICOPA
 DU1670  USGS QUAD   -  MESA (1982)
 DU1670
 DU1670                         *CURRENT SURVEY CONTROL
 DU1670  ___________________________________________________________________
 DU1670* NAD 83(1986)-  33 23 11.     (N)    111 48 22.     (W)     SCALED    
 DU1670* NAVD 88     -       372.720  (meters)    1222.83   (feet)  ADJUSTED  
 DU1670  ___________________________________________________________________
 DU1670  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1670  DYNAMIC HT  -         372.278 (meters)    1221.38  (feet)  COMP
 DU1670  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 DU1670
 DU1670  VERT ORDER  -  SECOND    CLASS I
 DU1670
 DU1670.The horizontal coordinates were scaled from a topographic map and have
 DU1670.an estimated accuracy of +/- 6 seconds.
 DU1670
 DU1670.The orthometric height was determined by differential leveling
 DU1670.and adjusted in January 1998.
 DU1670
 DU1670.The geoid height was determined by GEOID03.
 DU1670
 DU1670.The dynamic height is computed by dividing the NAVD 88
 DU1670.geopotential number by the normal gravity value computed on the
 DU1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1670.degrees latitude (g = 980.6199 gals.).
 DU1670
 DU1670.The modeled gravity was interpolated from observed gravity values.
 DU1670
 DU1670;                    North         East    Units  Estimated Accuracy
 DU1670;SPC AZ C     -   264,610.      223,650.      MT  (+/- 180 meters Scaled)
 DU1670
 DU1670                          SUPERSEDED SURVEY CONTROL
 DU1670
 DU1670  NAVD 88 (11/29/93)  372.697  (m)         1222.76   (f) UNKNOWN     2 1
 DU1670
 DU1670.Superseded values are not recommended for survey control.
 DU1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1670.See file dsdata.txt to determine how the superseded data were derived.
 DU1670
 DU1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB250944(NAD 83)
 DU1670_MARKER: DD = SURVEY DISK
 DU1670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1670_SP_SET: CULVERT HEADWALL
 DU1670_STAMPING: 360-X
 DU1670_MARK LOGO: AZDT  
 DU1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1670+STABILITY: SURFACE MOTION
 DU1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1670+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1670
 DU1670  HISTORY     - Date     Condition        Report By
 DU1670  HISTORY     - 1981     MONUMENTED       AZDT
 DU1670  HISTORY     - 19941012 GOOD             NGS
 DU1670  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1670  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1670
 DU1670                          STATION DESCRIPTION
 DU1670
 DU1670'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1670'IN MESA.
 DU1670'IN MESA, PROCEED WEST FROM GILBERT ROAD ON CENTERLINE OF FREEWAY
 DU1670'CORRIDOR 1 MILE (1.61 KM) TO STAPLEY DRIVE, 368.6 FT (112.35 METERS)
 DU1670'NORTH OF CENTER LINE OF S.R.360, 76.2 FT (23.23 METERS) WEST OF CENTER
 DU1670'LINE OF STAPLEY DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN CENTER OF
 DU1670'CONCRETE HEADWALL.
 DU1670
 DU1670                          STATION RECOVERY (1994)
 DU1670
 DU1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1670'IN MESA, AT THE INTERSECTION OF STAPLEY DRIVE AND U.S.  HIGHWAY 60, IN
 DU1670'TOP OF AND 4.8 M (15.7 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU1670'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.1 M (335.0 FT) NORTH OF THE
 DU1670'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 16.2 M (53.1 FT) WEST OF
 DU1670'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DRIVE, 6.8 M (22.3 FT)
 DU1670'WEST OF A CHAIN-LINK FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DU1670'DRIVE.
 DU1670
 DU1670                          STATION RECOVERY (2005)
 DU1670
 DU1670'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1670'FOUND THE HEADWALL OF THE CULVERT, BUT IT APPEARS SOME AMOUNT OF
 DU1670'CONCRETE HAS BEEN POURED ON TOP OF THE HEADWALL COVERING THE MARK.
 DU1670
 DU1670                          STATION RECOVERY (2008)
 DU1670
 DU1670'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1670'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1670'MARK. APPARENTLY ADDITIONAL CONCRETE HAS BEEN PLACED ON TOP OF THE
 DU1670'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1669 ***********************************************************************
 DU1669  DESIGNATION -  360 Y
 DU1669  PID         -  DU1669
 DU1669  STATE/COUNTY-  AZ/MARICOPA
 DU1669  USGS QUAD   -  MESA (1982)
 DU1669
 DU1669                         *CURRENT SURVEY CONTROL
 DU1669  ___________________________________________________________________
 DU1669* NAD 83(1986)-  33 23 11.     (N)    111 48 24.     (W)     SCALED    
 DU1669* NAVD 88     -       372.442  (meters)    1221.92   (feet)  ADJUSTED  
 DU1669  ___________________________________________________________________
 DU1669  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1669  DYNAMIC HT  -         372.000 (meters)    1220.47  (feet)  COMP
 DU1669  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 DU1669
 DU1669  VERT ORDER  -  SECOND    CLASS I
 DU1669
 DU1669.The horizontal coordinates were scaled from a topographic map and have
 DU1669.an estimated accuracy of +/- 6 seconds.
 DU1669
 DU1669.The orthometric height was determined by differential leveling
 DU1669.and adjusted in January 1998.
 DU1669
 DU1669.The geoid height was determined by GEOID03.
 DU1669
 DU1669.The dynamic height is computed by dividing the NAVD 88
 DU1669.geopotential number by the normal gravity value computed on the
 DU1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1669.degrees latitude (g = 980.6199 gals.).
 DU1669
 DU1669.The modeled gravity was interpolated from observed gravity values.
 DU1669
 DU1669;                    North         East    Units  Estimated Accuracy
 DU1669;SPC AZ C     -   264,610.      223,590.      MT  (+/- 180 meters Scaled)
 DU1669
 DU1669                          SUPERSEDED SURVEY CONTROL
 DU1669
 DU1669  NAVD 88 (11/29/93)  372.419  (m)         1221.84   (f) UNKNOWN     2 1
 DU1669
 DU1669.Superseded values are not recommended for survey control.
 DU1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1669.See file dsdata.txt to determine how the superseded data were derived.
 DU1669
 DU1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB249944(NAD 83)
 DU1669_MARKER: DD = SURVEY DISK
 DU1669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1669_SP_SET: CULVERT HEADWALL
 DU1669_STAMPING: 360-Y 1220 83
 DU1669_MARK LOGO: AZDT  
 DU1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1669+STABILITY: SURFACE MOTION
 DU1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1669+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1669
 DU1669  HISTORY     - Date     Condition        Report By
 DU1669  HISTORY     - 1981     MONUMENTED       AZDT
 DU1669  HISTORY     - 19941012 GOOD             NGS
 DU1669  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1669
 DU1669                          STATION DESCRIPTION
 DU1669
 DU1669'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1669'IN MESA.
 DU1669'IN MESA, PROCEED WEST FROM GILBERT ROAD ON CENTERLINE OF FREEWAY
 DU1669'CORRIDOR 1 MILE (1.61 KM) TO STAPLY DRIVE, 368.6 FT (112.35 METERS)
 DU1669'NORTH OF CENTERLINE OF S.R. 360, 65.5 FT (19.96 METERS) EAST OF
 DU1669'STAPLEY DRIVE, A STANDARD AZDT ALUMINUM CAP SET IN THE CENTER OF
 DU1669'CONCRETE HEADWALL.
 DU1669
 DU1669                          STATION RECOVERY (1994)
 DU1669
 DU1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1669'IN MESA, AT THE INTERSECTION OF STAPLEY DRIVE AND U.S.  HIGHWAY 60, IN
 DU1669'TOP OF AND 5.2 M (17.1 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DU1669'HEADWALL OF A CULVERT UNDER THE DRIVE, 102.1 M (335.0 FT) NORTH OF THE
 DU1669'CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT) EAST OF
 DU1669'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DRIVE, 6.8 M (22.3 FT)
 DU1669'EAST OF A CHAIN-LINK FENCE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 DU1669'DRIVE.
 DU1669
 DU1669                          STATION RECOVERY (2005)
 DU1669
 DU1669'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1669'FOUND THE HEADWALL OF THE CULVERT, BUT IT APPEARS SOME AMOUNT OF
 DU1669'CONCRETE HAS BEEN POURED ON TOP OF THE HEADWALL COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0712 ***********************************************************************
 CG0712  DESIGNATION -  3600.3
 CG0712  PID         -  CG0712
 CG0712  STATE/COUNTY-  AZ/PIMA
 CG0712  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0712
 CG0712                         *CURRENT SURVEY CONTROL
 CG0712  ___________________________________________________________________
 CG0712* NAD 83(1986)-  31 32 22.     (N)    111 36 12.     (W)     SCALED    
 CG0712* NAVD 88     -      1098.04   (+/-2cm)    3602.5    (feet)  VERTCON   
 CG0712  ___________________________________________________________________
 CG0712  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CG0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0712
 CG0712.The horizontal coordinates were scaled from a topographic map and have
 CG0712.an estimated accuracy of +/- 6 seconds.
 CG0712
 CG0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0712.The vertical order pertains to the NGVD 29 superseded value.
 CG0712
 CG0712.The geoid height was determined by GEOID03.
 CG0712
 CG0712;                    North         East    Units  Estimated Accuracy
 CG0712;SPC AZ C     -    59,850.      243,110.      MT  (+/- 180 meters Scaled)
 CG0712
 CG0712                          SUPERSEDED SURVEY CONTROL
 CG0712
 CG0712  NGVD 29 (??/??/92) 1097.239  (m)         3599.86   (f) ADJ UNCH    2 0
 CG0712
 CG0712.Superseded values are not recommended for survey control.
 CG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0712.See file dsdata.txt to determine how the superseded data were derived.
 CG0712
 CG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV427895(NAD 83)
 CG0712_MARKER: Q = CHISELED SQUARE
 CG0712_SETTING: 66 = SET IN ROCK OUTCROP
 CG0712_SP_SET: FLAT OUTCROP
 CG0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0712+STABILITY: POSITION/ELEVATION WELL
 CG0712
 CG0712  HISTORY     - Date     Condition        Report By
 CG0712  HISTORY     - UNK      MONUMENTED       USGS
 CG0712  HISTORY     - 1952     GOOD             NGS
 CG0712  HISTORY     - 1975     MARK NOT FOUND   USGS
 CG0712
 CG0712                          STATION DESCRIPTION
 CG0712
 CG0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0712'12.0 MI NW FROM SASABE.
 CG0712'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0712'SASABE, THENCE 4.3 MILES WEST ALONG A DIRT ROAD TO A GATE AND FENCE
 CG0712'LINE, THENCE 2.9 MILES SOUTH ALONG A DIRT ROAD, ABOUT 0.35 MILE NORTH
 CG0712'OF A WATER TANK AND WELL, ABOUT 0.4 MILE SOUTHWEST OF THE PRESUMIDO
 CG0712'RANCH HOUSE, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5
 CG0712'FEET NORTHWEST OF A SMALL ROCK PILE, ABOUT LEVEL WITH THE ROAD, AND
 CG0712'CUT IN THE TOP OF A FLAT OUTCROP.
 CG0712
 CG0712                          STATION RECOVERY (1975)
 CG0712
 CG0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0266 ***********************************************************************
 DU0266  DESIGNATION -  3601.38
 DU0266  PID         -  DU0266
 DU0266  STATE/COUNTY-  AZ/GILA
 DU0266  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0266
 DU0266                         *CURRENT SURVEY CONTROL
 DU0266  ___________________________________________________________________
 DU0266* NAD 83(1986)-  33 24 40.     (N)    110 43 37.     (W)     SCALED    
 DU0266* NAVD 88     -      1098.032  (meters)    3602.46   (feet)  ADJUSTED  
 DU0266  ___________________________________________________________________
 DU0266  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU0266  DYNAMIC HT  -        1096.540 (meters)    3597.57  (feet)  COMP
 DU0266  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 DU0266
 DU0266  VERT ORDER  -  SECOND    CLASS 0
 DU0266
 DU0266.The horizontal coordinates were scaled from a topographic map and have
 DU0266.an estimated accuracy of +/- 6 seconds.
 DU0266
 DU0266.The orthometric height was determined by differential leveling
 DU0266.and adjusted in June 1991.
 DU0266
 DU0266.The geoid height was determined by GEOID03.
 DU0266
 DU0266.The dynamic height is computed by dividing the NAVD 88
 DU0266.geopotential number by the normal gravity value computed on the
 DU0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0266.degrees latitude (g = 980.6199 gals.).
 DU0266
 DU0266.The modeled gravity was interpolated from observed gravity values.
 DU0266
 DU0266;                    North         East    Units  Estimated Accuracy
 DU0266;SPC AZ E     -   267,480.      161,250.      MT  (+/- 180 meters Scaled)
 DU0266
 DU0266                          SUPERSEDED SURVEY CONTROL
 DU0266
 DU0266  NGVD 29 (??/??/92) 1097.394  (m)         3600.37   (f) ADJ UNCH    2 0
 DU0266
 DU0266.Superseded values are not recommended for survey control.
 DU0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0266.See file dsdata.txt to determine how the superseded data were derived.
 DU0266
 DU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB253968(NAD 83)
 DU0266_MARKER: DD = SURVEY DISK
 DU0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0266_SP_SET: CURB
 DU0266_STAMPING: 3601-38 STA 150+48
 DU0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0266
 DU0266  HISTORY     - Date     Condition        Report By
 DU0266  HISTORY     - UNK      MONUMENTED       AZHD
 DU0266  HISTORY     - 1935     GOOD             NGS
 DU0266
 DU0266                          STATION DESCRIPTION
 DU0266
 DU0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0266'4.0 MI NE FROM GLOBE.
 DU0266'4.0 MI. N.E. OF ALONG U.S. HWY NO. 60.  SET IN THE CENTER OF THE EAST
 DU0266'CURB OF 100 FT. CONCRETE BRIDGE WITH CONCRETE GUARD RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0241 ***********************************************************************
 GP0241  DESIGNATION -  3602.95
 GP0241  PID         -  GP0241
 GP0241  STATE/COUNTY-  AZ/COCONINO
 GP0241  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0241
 GP0241                         *CURRENT SURVEY CONTROL
 GP0241  ___________________________________________________________________
 GP0241* NAD 83(1986)-  36 48 46.     (N)    111 39 17.     (W)     SCALED    
 GP0241* NAVD 88     -      1095.322  (meters)    3593.57   (feet)  POSTED    
 GP0241  ___________________________________________________________________
 GP0241  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0241  DYNAMIC HT  -        1094.080 (meters)    3589.49  (feet)  COMP
 GP0241  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 GP0241
 GP0241  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0241
 GP0241.The horizontal coordinates were scaled from a topographic map and have
 GP0241.an estimated accuracy of +/- 6 seconds.
 GP0241
 GP0241.The orthometric height was determined by differential leveling
 GP0241.and adjusted by the  in 1992.
 GP0241.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0241.rate of 1.1 thru 2.0 mm/km.
 GP0241
 GP0241.The geoid height was determined by GEOID03.
 GP0241
 GP0241.The dynamic height is computed by dividing the NAVD 88
 GP0241.geopotential number by the normal gravity value computed on the
 GP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0241.degrees latitude (g = 980.6199 gals.).
 GP0241
 GP0241.The modeled gravity was interpolated from observed gravity values.
 GP0241
 GP0241;                    North         East    Units  Estimated Accuracy
 GP0241;SPC AZ C     -   644,730.      236,730.      MT  (+/- 180 meters Scaled)
 GP0241
 GP0241                          SUPERSEDED SURVEY CONTROL
 GP0241
 GP0241  NGVD 29 (??/??/92) 1094.454  (m)         3590.72   (f) ADJ UNCH    1 2
 GP0241
 GP0241.Superseded values are not recommended for survey control.
 GP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0241.See file dsdata.txt to determine how the superseded data were derived.
 GP0241
 GP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416743(NAD 83)
 GP0241_MARKER: DD = SURVEY DISK
 GP0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0241_SP_SET: CULVERT
 GP0241_STAMPING: 3602.95 76-59.7 1933
 GP0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0241
 GP0241  HISTORY     - Date     Condition        Report By
 GP0241  HISTORY     - 1933     MONUMENTED       AZHD
 GP0241  HISTORY     - 1962     GOOD             NGS
 GP0241  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0241
 GP0241                          STATION DESCRIPTION
 GP0241
 GP0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0241'1.0 MI W FROM MARBLE CANYON.
 GP0241'ABOUT 1.0 MILES WEST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE AND
 GP0241'SERVICE STATION AT MARBLE CANYON, 0.35 MILE WEST OF HIGHWAY MILEPOST
 GP0241'NUMBER 539, 11.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 GP0241'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE NORTH
 GP0241'CONCRETE HEADWALL OF A DOUBLE PIPE CULVERT.
 GP0241
 GP0241                          STATION RECOVERY (1993)
 GP0241
 GP0241'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0351 ***********************************************************************
 CG0351  DESIGNATION -  3608
 CG0351  PID         -  CG0351
 CG0351  STATE/COUNTY-  AZ/PIMA
 CG0351  USGS QUAD   -  THE NARROWS (1981)
 CG0351
 CG0351                         *CURRENT SURVEY CONTROL
 CG0351  ___________________________________________________________________
 CG0351* NAD 83(1986)-  31 59 01.     (N)    110 33 43.     (W)     SCALED    
 CG0351* NAVD 88     -      1103.880  (meters)    3621.65   (feet)  ADJUSTED  
 CG0351  ___________________________________________________________________
 CG0351  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CG0351  DYNAMIC HT  -        1102.253 (meters)    3616.31  (feet)  COMP
 CG0351  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 CG0351
 CG0351  VERT ORDER  -  FIRST     CLASS II
 CG0351
 CG0351.The horizontal coordinates were scaled from a topographic map and have
 CG0351.an estimated accuracy of +/- 6 seconds.
 CG0351
 CG0351.The orthometric height was determined by differential leveling
 CG0351.and adjusted in June 1991.
 CG0351
 CG0351.The geoid height was determined by GEOID03.
 CG0351
 CG0351.The dynamic height is computed by dividing the NAVD 88
 CG0351.geopotential number by the normal gravity value computed on the
 CG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0351.degrees latitude (g = 980.6199 gals.).
 CG0351
 CG0351.The modeled gravity was interpolated from observed gravity values.
 CG0351
 CG0351;                    North         East    Units  Estimated Accuracy
 CG0351;SPC AZ C     -   109,850.      341,390.      MT  (+/- 180 meters Scaled)
 CG0351
 CG0351                          SUPERSEDED SURVEY CONTROL
 CG0351
 CG0351  NGVD 29 (??/??/92) 1103.118  (m)         3619.15   (f) ADJ UNCH    1 2
 CG0351
 CG0351.Superseded values are not recommended for survey control.
 CG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0351.See file dsdata.txt to determine how the superseded data were derived.
 CG0351
 CG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA413387(NAD 83)
 CG0351_MARKER: P = PIPE CAP
 CG0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0351_STAMPING: 3608 NOGLS 196 H 1907
 CG0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0351
 CG0351  HISTORY     - Date     Condition        Report By
 CG0351  HISTORY     - 1907     MONUMENTED       USGS
 CG0351  HISTORY     - 1952     GOOD             NGS
 CG0351  HISTORY     - 1960     GOOD             NGS
 CG0351  HISTORY     - 1979     GOOD             NGS
 CG0351
 CG0351                          STATION DESCRIPTION
 CG0351
 CG0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0351'1.8 MI SE FROM PANTANO.
 CG0351'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CG0351'S.P.R.R. WATER TANK AT PANTANO, 0.2 MILE SOUTHEAST OF THE EL PASO
 CG0351'NATURAL GAS LINE ROAD CROSSING, 0.15 MILE NORTHWEST OF BLOCK SIGNAL
 CG0351'NUMBER 10145, AT A FORMER GRAVELED ROAD CROSSING, ABOUT 65 YARDS NORTH
 CG0351'OF CULVERT NUMBER 1014.37, 100 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CG0351'10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE GATE, 2.6 FEET
 CG0351'NORTHWEST OF A WITNESS POST, 0.9 FEET NORTHEAST OF THE NORTHEAST
 CG0351'RIGHT-OF-WAY FENCE, AND RIVITED ON TOP OF A 3 INCH IRON PIPE
 CG0351'PROJECTING 1 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE
 CG0351'TRACK.
 CG0351
 CG0351                          STATION RECOVERY (1960)
 CG0351
 CG0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0351'RECOVERED IN GOOD CONDITION.
 CG0351
 CG0351                          STATION RECOVERY (1979)
 CG0351
 CG0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0272 ***********************************************************************
 CY0272  DESIGNATION -  3643
 CY0272  PID         -  CY0272
 CY0272  STATE/COUNTY-  AZ/GREENLEE
 CY0272  USGS QUAD   -  DUNCAN (1986)
 CY0272
 CY0272                         *CURRENT SURVEY CONTROL
 CY0272  ___________________________________________________________________
 CY0272* NAD 83(1986)-  32 43 16.     (N)    109 06 16.     (W)     SCALED    
 CY0272* NAVD 88     -      1111.09   (+/-2cm)    3645.3    (feet)  VERTCON   
 CY0272  ___________________________________________________________________
 CY0272  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0272
 CY0272.The horizontal coordinates were scaled from a topographic map and have
 CY0272.an estimated accuracy of +/- 6 seconds.
 CY0272
 CY0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0272.The vertical order pertains to the NGVD 29 superseded value.
 CY0272
 CY0272.The geoid height was determined by GEOID03.
 CY0272
 CY0272;                    North         East    Units  Estimated Accuracy
 CY0272;SPC AZ E     -   191,320.      312,930.      MT  (+/- 180 meters Scaled)
 CY0272
 CY0272                          SUPERSEDED SURVEY CONTROL
 CY0272
 CY0272  NGVD 29 (??/??/92) 1110.417  (m)         3643.09   (f) ADJ UNCH    2 0
 CY0272
 CY0272.Superseded values are not recommended for survey control.
 CY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0272.See file dsdata.txt to determine how the superseded data were derived.
 CY0272
 CY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB776219(NAD 83)
 CY0272_MARKER: P = PIPE CAP
 CY0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0272_STAMPING: U.S.G.S. 3643 PHNX
 CY0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0272
 CY0272  HISTORY     - Date     Condition        Report By
 CY0272  HISTORY     - UNK      MONUMENTED       USGS
 CY0272  HISTORY     - 1934     GOOD             NGS
 CY0272
 CY0272                          STATION DESCRIPTION
 CY0272
 CY0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0272'IN DUNCAN.
 CY0272'145 FT. S. DUNCAN DEPOT, 35 FT. N.W. OF SCOTTS PLACE, 25 FT. S. OF THE
 CY0272'CENTER LINE OF U.S. NO. 180, AND 16 FT. E. OF THE N.E. CORNER OF
 CY0272'DUNCAN MERCANTILE CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1580 ***********************************************************************
 CZ1580  DESIGNATION -  3668+00 R/W
 CZ1580  PID         -  CZ1580
 CZ1580  STATE/COUNTY-  AZ/PINAL
 CZ1580  USGS QUAD   -  ELOY NORTH (1992)
 CZ1580
 CZ1580                         *CURRENT SURVEY CONTROL
 CZ1580  ___________________________________________________________________
 CZ1580* NAD 83(1986)-  32 46 17.     (N)    111 36 38.     (W)     SCALED    
 CZ1580* NAVD 88     -       464.84   (+/-2cm)    1525.1    (feet)  VERTCON   
 CZ1580  ___________________________________________________________________
 CZ1580  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1580  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1580
 CZ1580.The horizontal coordinates were scaled from a topographic map and have
 CZ1580.an estimated accuracy of +/- 6 seconds.
 CZ1580
 CZ1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1580.The vertical order pertains to the NGVD 29 superseded value.
 CZ1580
 CZ1580.The geoid height was determined by GEOID03.
 CZ1580
 CZ1580;                    North         East    Units  Estimated Accuracy
 CZ1580;SPC AZ C     -   196,440.      242,040.      MT  (+/- 180 meters Scaled)
 CZ1580
 CZ1580                          SUPERSEDED SURVEY CONTROL
 CZ1580
 CZ1580  NGVD 29 (??/??/92)  464.291  (m)         1523.26   (f) ADJ UNCH    1 2
 CZ1580
 CZ1580.Superseded values are not recommended for survey control.
 CZ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1580.See file dsdata.txt to determine how the superseded data were derived.
 CZ1580
 CZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB428261(NAD 83)
 CZ1580_MARKER: DD = SURVEY DISK
 CZ1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1580_STAMPING: 3668+00
 CZ1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1580+STABILITY: SURFACE MOTION
 CZ1580
 CZ1580  HISTORY     - Date     Condition        Report By
 CZ1580  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1580  HISTORY     - 1975     GOOD             AZDT
 CZ1580  HISTORY     - 20070525 MARK NOT FOUND   GEOCAC
 CZ1580
 CZ1580                          STATION DESCRIPTION
 CZ1580
 CZ1580'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1580'6.05 MI NW FROM ELOY.
 CZ1580'FROM MILEPOST 204, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO THE
 CZ1580'STATION ON THE RIGHT.  ALONG THE SOUTH R/W FENCE.  MARKED BY A P AND M
 CZ1580'SURVEY SIGN.  AN AHD BRASS CAP, SET IN AN 8 IN. POST, UP 0.2 FT.
 CZ1580
 CZ1580                          STATION RECOVERY (2007)
 CZ1580
 CZ1580'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1754 ***********************************************************************
 DU1754  DESIGNATION -  367+00.29
 DU1754  PID         -  DU1754
 DU1754  STATE/COUNTY-  AZ/MARICOPA
 DU1754  USGS QUAD   -  CURRYS CORNER (1982)
 DU1754
 DU1754                         *CURRENT SURVEY CONTROL
 DU1754  ___________________________________________________________________
 DU1754* NAD 83(1986)-  33 38 54.     (N)    111 57 19.     (W)     SCALED    
 DU1754* NAVD 88     -       464.525  (meters)    1524.03   (feet)  ADJUSTED  
 DU1754  ___________________________________________________________________
 DU1754  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1754  DYNAMIC HT  -         463.970 (meters)    1522.21  (feet)  COMP
 DU1754  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 DU1754
 DU1754  VERT ORDER  -  SECOND    CLASS I
 DU1754
 DU1754.The horizontal coordinates were scaled from a topographic map and have
 DU1754.an estimated accuracy of +/- 6 seconds.
 DU1754
 DU1754.The orthometric height was determined by differential leveling
 DU1754.and adjusted in November 1993.
 DU1754
 DU1754.The geoid height was determined by GEOID03.
 DU1754
 DU1754.The dynamic height is computed by dividing the NAVD 88
 DU1754.geopotential number by the normal gravity value computed on the
 DU1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1754.degrees latitude (g = 980.6199 gals.).
 DU1754
 DU1754.The modeled gravity was interpolated from observed gravity values.
 DU1754
 DU1754;                    North         East    Units  Estimated Accuracy
 DU1754;SPC AZ C     -   293,650.      209,780.      MT  (+/- 180 meters Scaled)
 DU1754
 DU1754                          SUPERSEDED SURVEY CONTROL
 DU1754
 DU1754.No superseded survey control is available for this station.
 DU1754
 DU1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC114235(NAD 83)
 DU1754_MARKER: DD = SURVEY DISK
 DU1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1754_SP_SET: CONCRETE POST
 DU1754_STAMPING: 367+00.29
 DU1754_MARK LOGO: BOR   
 DU1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1754+STABILITY: SURFACE MOTION
 DU1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1754+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DU1754
 DU1754  HISTORY     - Date     Condition        Report By
 DU1754  HISTORY     - UNK      MONUMENTED       BOR
 DU1754  HISTORY     - 1984     GOOD             AZDT
 DU1754  HISTORY     - 20040628 GOOD             CAP
 DU1754
 DU1754                          STATION DESCRIPTION
 DU1754
 DU1754'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1754'IN PHOENIX.
 DU1754'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1754'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1754'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1754'FENCE OF THE CANAL FOR 8.03 KM (4.99 MI) TO THE MARK, 8.50 METERS
 DU1754'(27.9 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 38.1 METERS
 DU1754'(125.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1754
 DU1754                          STATION RECOVERY (2004)
 DU1754
 DU1754'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0784 ***********************************************************************
 CZ0784  DESIGNATION -  367+99.25
 CZ0784  PID         -  CZ0784
 CZ0784  STATE/COUNTY-  AZ/PIMA
 CZ0784  USGS QUAD   -  THREE POINTS (1992)
 CZ0784
 CZ0784                         *CURRENT SURVEY CONTROL
 CZ0784  ___________________________________________________________________
 CZ0784* NAD 83(1986)-  32 05 11.     (N)    111 17 19.     (W)     SCALED    
 CZ0784* NAVD 88     -       772.62   (+/-2cm)    2534.8    (feet)  VERTCON   
 CZ0784  ___________________________________________________________________
 CZ0784  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0784
 CZ0784.The horizontal coordinates were scaled from a topographic map and have
 CZ0784.an estimated accuracy of +/- 6 seconds.
 CZ0784
 CZ0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0784.The vertical order pertains to the NGVD 29 superseded value.
 CZ0784
 CZ0784.The geoid height was determined by GEOID03.
 CZ0784
 CZ0784;                    North         East    Units  Estimated Accuracy
 CZ0784;SPC AZ C     -   120,620.      272,650.      MT  (+/- 180 meters Scaled)
 CZ0784
 CZ0784                          SUPERSEDED SURVEY CONTROL
 CZ0784
 CZ0784  NGVD 29 (??/??/92)  771.935  (m)         2532.59   (f) ADJ UNCH    2 0
 CZ0784
 CZ0784.Superseded values are not recommended for survey control.
 CZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0784.See file dsdata.txt to determine how the superseded data were derived.
 CZ0784
 CZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA727500(NAD 83)
 CZ0784_MARKER: DD = SURVEY DISK
 CZ0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0784_SP_SET: CULVERT
 CZ0784_STAMPING: 367+99.25 2533.49
 CZ0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0784
 CZ0784  HISTORY     - Date     Condition        Report By
 CZ0784  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0784  HISTORY     - 1951     GOOD             NGS
 CZ0784
 CZ0784                          STATION DESCRIPTION
 CZ0784
 CZ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0784'20.6 MI SW FROM TUCSON.
 CZ0784'20.6 MILES SOUTHWEST OF U. S VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0784'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0784'HEADWALL OF A 6 BY 24 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A
 CZ0784'POWER LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST
 CZ0784'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0786 ***********************************************************************
 CG0786  DESIGNATION -  3692.9
 CG0786  PID         -  CG0786
 CG0786  STATE/COUNTY-  AZ/PIMA
 CG0786  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0786
 CG0786                         *CURRENT SURVEY CONTROL
 CG0786  ___________________________________________________________________
 CG0786* NAD 83(1986)-  31 49 18.     (N)    111 32 04.     (W)     SCALED    
 CG0786* NAVD 88     -      1126.20   (+/-2cm)    3694.9    (feet)  VERTCON   
 CG0786  ___________________________________________________________________
 CG0786  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0786
 CG0786.The horizontal coordinates were scaled from a topographic map and have
 CG0786.an estimated accuracy of +/- 6 seconds.
 CG0786
 CG0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0786.The vertical order pertains to the NGVD 29 superseded value.
 CG0786
 CG0786.The geoid height was determined by GEOID03.
 CG0786
 CG0786;                    North         East    Units  Estimated Accuracy
 CG0786;SPC AZ C     -    91,160.      249,540.      MT  (+/- 180 meters Scaled)
 CG0786
 CG0786                          SUPERSEDED SURVEY CONTROL
 CG0786
 CG0786  NGVD 29 (??/??/92) 1125.398  (m)         3692.24   (f) ADJ UNCH    2 0
 CG0786
 CG0786.Superseded values are not recommended for survey control.
 CG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0786.See file dsdata.txt to determine how the superseded data were derived.
 CG0786
 CG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA494207(NAD 83)
 CG0786_MARKER: Q = CHISELED SQUARE
 CG0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0786_SP_SET: FOUNDATION
 CG0786_STAMPING: 3692.9
 CG0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0786
 CG0786  HISTORY     - Date     Condition        Report By
 CG0786  HISTORY     - UNK      MONUMENTED       USGS
 CG0786  HISTORY     - 1952     GOOD             NGS
 CG0786
 CG0786                          STATION DESCRIPTION
 CG0786
 CG0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0786'27.3 MI SW FROM THREE POINTS.
 CG0786'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0786'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 6.7 MILES WEST
 CG0786'ALONG ELKHORN RANCH ROAD, ON THE TOP OF THE EAST END OF THE NORTH
 CG0786'CONCRETE FOUNDATION OF THE CATTLE GUARD, 5.2 FEET EAST OF THE CENTER
 CG0786'LINE OF THE ROAD, 0.2 FOOT NORTH OF THE NORTH EDGE OF A STEEL RAIL,
 CG0786'ABOUT LEVEL WITH THE ROAD, A METAL TAG ON THE FRAME OF THE CATTLE
 CG0786'GUARD STAMPED 3692.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1582 ***********************************************************************
 CZ1582  DESIGNATION -  3694+79.05
 CZ1582  PID         -  CZ1582
 CZ1582  STATE/COUNTY-  AZ/PINAL
 CZ1582  USGS QUAD   -  ELOY NORTH (1992)
 CZ1582
 CZ1582                         *CURRENT SURVEY CONTROL
 CZ1582  ___________________________________________________________________
 CZ1582* NAD 83(1986)-  32 45 58.     (N)    111 36 07.     (W)     SCALED    
 CZ1582* NAVD 88     -       466.61   (+/-2cm)    1530.9    (feet)  VERTCON   
 CZ1582  ___________________________________________________________________
 CZ1582  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1582  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1582
 CZ1582.The horizontal coordinates were scaled from a topographic map and have
 CZ1582.an estimated accuracy of +/- 6 seconds.
 CZ1582
 CZ1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1582.The vertical order pertains to the NGVD 29 superseded value.
 CZ1582
 CZ1582.The geoid height was determined by GEOID03.
 CZ1582
 CZ1582;                    North         East    Units  Estimated Accuracy
 CZ1582;SPC AZ C     -   195,860.      242,850.      MT  (+/- 180 meters Scaled)
 CZ1582
 CZ1582                          SUPERSEDED SURVEY CONTROL
 CZ1582
 CZ1582  NGVD 29 (??/??/92)  466.061  (m)         1529.07   (f) ADJ UNCH    1 2
 CZ1582
 CZ1582.Superseded values are not recommended for survey control.
 CZ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1582.See file dsdata.txt to determine how the superseded data were derived.
 CZ1582
 CZ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB436255(NAD 83)
 CZ1582_MARKER: DD = SURVEY DISK
 CZ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1582_STAMPING: 3694+79.05
 CZ1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1582+STABILITY: SURFACE MOTION
 CZ1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1582+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1582
 CZ1582  HISTORY     - Date     Condition        Report By
 CZ1582  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1582  HISTORY     - 1975     GOOD             AZDT
 CZ1582  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1582
 CZ1582                          STATION DESCRIPTION
 CZ1582
 CZ1582'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1582'5.75 MI NW FROM ELOY.
 CZ1582'FROM MILEPOST 205, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1582'THE STATION ON THE RIGHT.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1582'A P AND M SURVEY SIGN.  3 FT. EAST OF ANGLE IRON, STENCILED,
 CZ1582'3694+79.05.  AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE POST, UP 0.3
 CZ1582'FT.
 CZ1582
 CZ1582                          STATION RECOVERY (2007)
 CZ1582
 CZ1582'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1587 ***********************************************************************
 DV1587  DESIGNATION -  37 A
 DV1587  PID         -  DV1587
 DV1587  STATE/COUNTY-  AZ/LA PAZ
 DV1587  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1587
 DV1587                         *CURRENT SURVEY CONTROL
 DV1587  ___________________________________________________________________
 DV1587* NAD 83(1986)-  33 34 22.     (N)    113 22 42.     (W)     SCALED    
 DV1587* NAVD 88     -       420.08   (+/-2cm)    1378.2    (feet)  VERTCON   
 DV1587  ___________________________________________________________________
 DV1587  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1587
 DV1587.The horizontal coordinates were scaled from a topographic map and have
 DV1587.an estimated accuracy of +/- 6 seconds.
 DV1587
 DV1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1587.The vertical order pertains to the NGVD 29 superseded value.
 DV1587
 DV1587.The geoid height was determined by GEOID03.
 DV1587
 DV1587;                    North         East    Units  Estimated Accuracy
 DV1587;SPC AZ W     -   285,340.      247,870.      MT  (+/- 180 meters Scaled)
 DV1587
 DV1587                          SUPERSEDED SURVEY CONTROL
 DV1587
 DV1587  NGVD 29 (??/??/92)  419.413  (m)         1376.02   (f) ADJ UNCH    2 0
 DV1587
 DV1587.Superseded values are not recommended for survey control.
 DV1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1587.See file dsdata.txt to determine how the superseded data were derived.
 DV1587
 DV1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC792173(NAD 83)
 DV1587_MARKER: DD = SURVEY DISK
 DV1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1587_STAMPING: 37 A 1962
 DV1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1587+STABILITY: SURFACE MOTION
 DV1587
 DV1587  HISTORY     - Date     Condition        Report By
 DV1587  HISTORY     - 1962     MONUMENTED       AZHD
 DV1587
 DV1587                          STATION DESCRIPTION
 DV1587
 DV1587'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1587'25.7 MI SE FROM SALOME.
 DV1587'0.5 MILE EAST-SOUTHEAST OF H 413 37, AN ARIZONA HIGHWAY DEPARTMENT
 DV1587'DISK STAMPED 37 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1587'GROUND, AND IN THE CENTER OF THE MEDIAM STRIP OF PROPOSED INTERSTATE
 DV1587'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0827 ***********************************************************************
 FQ0827  DESIGNATION -  37 BKC
 FQ0827  PID         -  FQ0827
 FQ0827  STATE/COUNTY-  AZ/COCONINO
 FQ0827  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0827
 FQ0827                         *CURRENT SURVEY CONTROL
 FQ0827  ___________________________________________________________________
 FQ0827* NAD 83(1986)-  35 33 34.     (N)    111 13 58.     (W)     SCALED    
 FQ0827* NAVD 88     -      1343.574  (meters)    4408.04   (feet)  POSTED    
 FQ0827  ___________________________________________________________________
 FQ0827  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0827  DYNAMIC HT  -        1341.880 (meters)    4402.48  (feet)  COMP
 FQ0827  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 FQ0827
 FQ0827  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0827
 FQ0827.The horizontal coordinates were scaled from a topographic map and have
 FQ0827.an estimated accuracy of +/- 6 seconds.
 FQ0827
 FQ0827.The orthometric height was determined by differential leveling
 FQ0827.and adjusted by the  in 1992.
 FQ0827.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0827.rate of 0.0 thru 1.0 mm/km.
 FQ0827
 FQ0827.The geoid height was determined by GEOID03.
 FQ0827
 FQ0827.The dynamic height is computed by dividing the NAVD 88
 FQ0827.geopotential number by the normal gravity value computed on the
 FQ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0827.degrees latitude (g = 980.6199 gals.).
 FQ0827
 FQ0827.The modeled gravity was interpolated from observed gravity values.
 FQ0827
 FQ0827;                    North         East    Units  Estimated Accuracy
 FQ0827;SPC AZ C     -   505,850.      275,360.      MT  (+/- 180 meters Scaled)
 FQ0827
 FQ0827                          SUPERSEDED SURVEY CONTROL
 FQ0827
 FQ0827.No superseded survey control is available for this station.
 FQ0827
 FQ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE789351(NAD 83)
 FQ0827_MARKER: DB = BENCH MARK DISK
 FQ0827_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0827_SP_SET: ROCK OUTCROP
 FQ0827_STAMPING: 37 BKC 1968
 FQ0827_MARK LOGO: USGS  
 FQ0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0827+STABILITY: POSITION/ELEVATION WELL
 FQ0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0827+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0827
 FQ0827  HISTORY     - Date     Condition        Report By
 FQ0827  HISTORY     - 1968     MONUMENTED       USGS
 FQ0827
 FQ0827                          STATION DESCRIPTION
 FQ0827
 FQ0827'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0827'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0827'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0827'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0827'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0827'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0827'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0827'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0827'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST 2.2 MILES TO THE SOUTH
 FQ0827'END OF A SANDSTONE HILL, IN A ROCK OUCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0790 ***********************************************************************
 DA0790  DESIGNATION -  37 GWM
 DA0790  PID         -  DA0790
 DA0790  STATE/COUNTY-  AZ/MARICOPA
 DA0790  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0790
 DA0790                         *CURRENT SURVEY CONTROL
 DA0790  ___________________________________________________________________
 DA0790* NAD 83(1986)-  32 31 27.     (N)    113 16 25.     (W)     SCALED    
 DA0790* NAVD 88     -       209.52   (+/-2cm)     687.4    (feet)  VERTCON   
 DA0790  ___________________________________________________________________
 DA0790  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DA0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0790
 DA0790.The horizontal coordinates were scaled from a topographic map and have
 DA0790.an estimated accuracy of +/- 6 seconds.
 DA0790
 DA0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0790.The vertical order pertains to the NGVD 29 superseded value.
 DA0790
 DA0790.The geoid height was determined by GEOID03.
 DA0790
 DA0790;                    North         East    Units  Estimated Accuracy
 DA0790;SPC AZ C     -   169,800.       85,880.      MT  (+/- 180 meters Scaled)
 DA0790
 DA0790                          SUPERSEDED SURVEY CONTROL
 DA0790
 DA0790  NGVD 29 (??/??/92)  208.889  (m)          685.33   (f) ADJ UNCH    2 0
 DA0790
 DA0790.Superseded values are not recommended for survey control.
 DA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0790.See file dsdata.txt to determine how the superseded data were derived.
 DA0790
 DA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864008(NAD 83)
 DA0790_MARKER: DD = SURVEY DISK
 DA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0790_STAMPING: 37 GWM 1948 686
 DA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0790+STABILITY: SURFACE MOTION
 DA0790
 DA0790  HISTORY     - Date     Condition        Report By
 DA0790  HISTORY     - 1948     MONUMENTED       USGS
 DA0790  HISTORY     - 1962     GOOD             NGS
 DA0790
 DA0790                          STATION DESCRIPTION
 DA0790
 DA0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0790'1.7 MI N FROM TONY TANK.
 DA0790'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0790'TONY TANK, 86 FEET EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0790'WHICH PROJECTS 16 FEET AND IS NUMBERED 36, AT THE JUNCTION OF A CROSS
 DA0790'ROAD, 53 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 46 FEET SOUTH
 DA0790'OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.4 FEET WEST OF A METAL
 DA0790'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0790'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0629 ***********************************************************************
 FP0629  DESIGNATION -  37 HLS
 FP0629  PID         -  FP0629
 FP0629  STATE/COUNTY-  AZ/APACHE
 FP0629  USGS QUAD   -  GANADO (1973)
 FP0629
 FP0629                         *CURRENT SURVEY CONTROL
 FP0629  ___________________________________________________________________
 FP0629* NAD 83(1986)-  35 41 32.     (N)    109 32 44.     (W)     SCALED    
 FP0629* NAVD 88     -      2008.340  (meters)    6589.03   (feet)  ADJUSTED  
 FP0629  ___________________________________________________________________
 FP0629  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FP0629  DYNAMIC HT  -        2005.594 (meters)    6580.02  (feet)  COMP
 FP0629  MODELED GRAV-     979,194.1   (mgal)                       NAVD 88
 FP0629
 FP0629  VERT ORDER  -  SECOND    CLASS II
 FP0629
 FP0629.The horizontal coordinates were scaled from a topographic map and have
 FP0629.an estimated accuracy of +/- 6 seconds.
 FP0629
 FP0629.The orthometric height was determined by differential leveling
 FP0629.and adjusted in June 1991.
 FP0629
 FP0629.The geoid height was determined by GEOID03.
 FP0629
 FP0629.The dynamic height is computed by dividing the NAVD 88
 FP0629.geopotential number by the normal gravity value computed on the
 FP0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0629.degrees latitude (g = 980.6199 gals.).
 FP0629
 FP0629.The modeled gravity was interpolated from observed gravity values.
 FP0629
 FP0629;                    North         East    Units  Estimated Accuracy
 FP0629;SPC AZ E     -   520,540.      269,570.      MT  (+/- 180 meters Scaled)
 FP0629
 FP0629                          SUPERSEDED SURVEY CONTROL
 FP0629
 FP0629  NGVD 29 (??/??/92) 2007.37   (m)         6585.8    (f) COMPUTED    2 2
 FP0629
 FP0629.Superseded values are not recommended for survey control.
 FP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0629.See file dsdata.txt to determine how the superseded data were derived.
 FP0629
 FP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE315507(NAD 83)
 FP0629_MARKER: DB = BENCH MARK DISK
 FP0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0629_SP_SET: COPPER-CLAD STEEL ROD
 FP0629_STAMPING: 37 HLS 1970 6586
 FP0629_MARK LOGO: USGS  
 FP0629_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0629+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0629
 FP0629  HISTORY     - Date     Condition        Report By
 FP0629  HISTORY     - 1970     MONUMENTED       USGS
 FP0629
 FP0629                          STATION DESCRIPTION
 FP0629
 FP0629'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0629'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 1.3 MILES SOUTH
 FP0629'ALONG STATE HIGHWAY 63, 0.4 MILES NORTH OF A FIELD ROAD HEADING WEST,
 FP0629'52 FEET EAST OF AND 8 FEET HIGHER THAN THE HIGHWAY, 2 FEET WEST OF A
 FP0629'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0629'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0088 ***********************************************************************
 CG0088  DESIGNATION -  3700.91
 CG0088  PID         -  CG0088
 CG0088  STATE/COUNTY-  AZ/COCHISE
 CG0088  USGS QUAD   -  BENSON (1983)
 CG0088
 CG0088                         *CURRENT SURVEY CONTROL
 CG0088  ___________________________________________________________________
 CG0088* NAD 83(1986)-  31 58 16.     (N)    110 19 06.     (W)     SCALED    
 CG0088* NAVD 88     -      1128.42   (+/-2cm)    3702.2    (feet)  VERTCON   
 CG0088  ___________________________________________________________________
 CG0088  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0088
 CG0088.The horizontal coordinates were scaled from a topographic map and have
 CG0088.an estimated accuracy of +/- 6 seconds.
 CG0088
 CG0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0088.The vertical order pertains to the NGVD 29 superseded value.
 CG0088
 CG0088.The geoid height was determined by GEOID03.
 CG0088
 CG0088;                    North         East    Units  Estimated Accuracy
 CG0088;SPC AZ E     -   107,670.      199,030.      MT  (+/- 180 meters Scaled)
 CG0088
 CG0088                          SUPERSEDED SURVEY CONTROL
 CG0088
 CG0088  NGVD 29 (??/??/92) 1127.637  (m)         3699.59   (f) ADJ UNCH    2 0
 CG0088
 CG0088.Superseded values are not recommended for survey control.
 CG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0088.See file dsdata.txt to determine how the superseded data were derived.
 CG0088
 CG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA644374(NAD 83)
 CG0088_MARKER: DD = SURVEY DISK
 CG0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0088_SP_SET: CULVERT
 CG0088_STAMPING: 3700.91 1364.33
 CG0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0088
 CG0088  HISTORY     - Date     Condition        Report By
 CG0088  HISTORY     - UNK      MONUMENTED       AZHD
 CG0088  HISTORY     - 1960     GOOD             NGS
 CG0088  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0088
 CG0088                          STATION DESCRIPTION
 CG0088
 CG0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0088'1.55 MI SW FROM BENSON.
 CG0088'1.55 MILES SOUTHWEST OF THE POST OFFICE AT BENSON, ARIZONA ON U. S.
 CG0088'HIGHWAY 80, 0.35 MILE WEST OF MILEPOST 292, 21 FEET SOUTH OF CENTER OF
 CG0088'HIGHWAY, 3 FEET EAST OF WEST END OF BRIDGE, 2 FEET HIGHER THAN
 CG0088'HIGHWAY, SET IN THE SOUTHWEST END OF THE HEADWALL.
 CG0088
 CG0088                          STATION RECOVERY (1974)
 CG0088
 CG0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0465 ***********************************************************************
 DU0465  DESIGNATION -  3704
 DU0465  PID         -  DU0465
 DU0465  STATE/COUNTY-  AZ/PINAL
 DU0465  USGS QUAD   -  SUPERIOR (1981)
 DU0465
 DU0465                         *CURRENT SURVEY CONTROL
 DU0465  ___________________________________________________________________
 DU0465* NAD 83(1986)-  33 18 20.     (N)    111 04 34.     (W)     SCALED    
 DU0465* NAVD 88     -      1129.81   (+/-2cm)    3706.7    (feet)  VERTCON   
 DU0465  ___________________________________________________________________
 DU0465  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DU0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0465
 DU0465.The horizontal coordinates were scaled from a topographic map and have
 DU0465.an estimated accuracy of +/- 6 seconds.
 DU0465
 DU0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0465.The vertical order pertains to the NGVD 29 superseded value.
 DU0465
 DU0465.The geoid height was determined by GEOID03.
 DU0465
 DU0465;                    North         East    Units  Estimated Accuracy
 DU0465;SPC AZ C     -   255,950.      291,630.      MT  (+/- 180 meters Scaled)
 DU0465
 DU0465                          SUPERSEDED SURVEY CONTROL
 DU0465
 DU0465  NGVD 29 (??/??/92) 1129.113  (m)         3704.43   (f) ADJ UNCH    2 0
 DU0465
 DU0465.Superseded values are not recommended for survey control.
 DU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0465.See file dsdata.txt to determine how the superseded data were derived.
 DU0465
 DU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB929851(NAD 83)
 DU0465_MARKER: DD = SURVEY DISK
 DU0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0465_SP_SET: GUARD RAIL
 DU0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0465
 DU0465  HISTORY     - Date     Condition        Report By
 DU0465  HISTORY     - UNK      MONUMENTED       AZHD
 DU0465  HISTORY     - 1935     GOOD             NGS
 DU0465  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU0465
 DU0465                          STATION DESCRIPTION
 DU0465
 DU0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0465'3.4 MI NE FROM SUPERIOR.
 DU0465'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM SUPERIOR, 1 MILE EAST
 DU0465'OF A TUNNEL ON THE HIGHWAY, AT A 100-FOOT BRIDGE, IN THE TOP OF THE
 DU0465'NORTH GUARD RAIL, AND 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU0465'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK.
 DU0465
 DU0465                          STATION RECOVERY (2007)
 DU0465
 DU0465'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0465'THERE IS NO LONGER A BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0464 ***********************************************************************
 CG0464  DESIGNATION -  3704
 CG0464  PID         -  CG0464
 CG0464  STATE/COUNTY-  AZ/PIMA
 CG0464  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG0464
 CG0464                         *CURRENT SURVEY CONTROL
 CG0464  ___________________________________________________________________
 CG0464* NAD 83(1986)-  31 46 43.     (N)    111 13 41.     (W)     SCALED    
 CG0464* NAVD 88     -      1129.81   (+/-2cm)    3706.7    (feet)  VERTCON   
 CG0464  ___________________________________________________________________
 CG0464  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CG0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0464
 CG0464.The horizontal coordinates were scaled from a topographic map and have
 CG0464.an estimated accuracy of +/- 6 seconds.
 CG0464
 CG0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0464.The vertical order pertains to the NGVD 29 superseded value.
 CG0464
 CG0464.The geoid height was determined by GEOID03.
 CG0464
 CG0464;                    North         East    Units  Estimated Accuracy
 CG0464;SPC AZ C     -    86,530.      278,580.      MT  (+/- 180 meters Scaled)
 CG0464
 CG0464                          SUPERSEDED SURVEY CONTROL
 CG0464
 CG0464  NGVD 29 (??/??/92) 1129.000  (m)         3704.06   (f) ADJ UNCH    2 0
 CG0464
 CG0464.Superseded values are not recommended for survey control.
 CG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0464.See file dsdata.txt to determine how the superseded data were derived.
 CG0464
 CG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA784159(NAD 83)
 CG0464_MARKER: DD = SURVEY DISK
 CG0464_SETTING: 66 = SET IN ROCK OUTCROP
 CG0464_SP_SET: LARGE ROCK
 CG0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0464+STABILITY: POSITION/ELEVATION WELL
 CG0464
 CG0464  HISTORY     - Date     Condition        Report By
 CG0464  HISTORY     - UNK      MONUMENTED       USE
 CG0464  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0464
 CG0464                          STATION DESCRIPTION
 CG0464
 CG0464'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CG0464'5.5 MI W FROM ARIVACA JUNCTION.
 CG0464'5.5 MILES WEST ALONG THE ARIVACA ROAD FROM ARIVACA JUNCTION, PIMA
 CG0464'COUNTY, THENCE 6.8 MILES NORTHWEST ALONG THE BATAMOTE RANCH ROAD.  AT
 CG0464'BATAMOTE RANCH, IN THE YARD OF THE RANCH HOUSE, 30 FEET SOUTH OF THE
 CG0464'BUILDING, 36 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE YARD, AND
 CG0464'IN THE TOP OF A LARGE ROCK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CG0464'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0522 ***********************************************************************
 CG0522  DESIGNATION -  3709.82
 CG0522  PID         -  CG0522
 CG0522  STATE/COUNTY-  AZ/PIMA
 CG0522  USGS QUAD   -  ARIVACA (1979)
 CG0522
 CG0522                         *CURRENT SURVEY CONTROL
 CG0522  ___________________________________________________________________
 CG0522* NAD 83(1986)-  31 34 46.     (N)    111 19 03.     (W)     SCALED    
 CG0522* NAVD 88     -      1131.45   (+/-2cm)    3712.1    (feet)  VERTCON   
 CG0522  ___________________________________________________________________
 CG0522  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0522
 CG0522.The horizontal coordinates were scaled from a topographic map and have
 CG0522.an estimated accuracy of +/- 6 seconds.
 CG0522
 CG0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0522.The vertical order pertains to the NGVD 29 superseded value.
 CG0522
 CG0522.The geoid height was determined by GEOID03.
 CG0522
 CG0522;                    North         East    Units  Estimated Accuracy
 CG0522;SPC AZ C     -    64,400.      270,230.      MT  (+/- 180 meters Scaled)
 CG0522
 CG0522                          SUPERSEDED SURVEY CONTROL
 CG0522
 CG0522  NGVD 29 (??/??/92) 1130.620  (m)         3709.38   (f) ADJ UNCH    2 0
 CG0522
 CG0522.Superseded values are not recommended for survey control.
 CG0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0522.See file dsdata.txt to determine how the superseded data were derived.
 CG0522
 CG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV698938(NAD 83)
 CG0522_MARKER: Z = SEE DESCRIPTION
 CG0522_SETTING: 80 = SET IN A BOULDER
 CG0522_SP_SET: BOULDER
 CG0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0522+STABILITY: SURFACE MOTION
 CG0522
 CG0522  HISTORY     - Date     Condition        Report By
 CG0522  HISTORY     - UNK      MONUMENTED       USGLO
 CG0522  HISTORY     - 1951     GOOD             NGS
 CG0522
 CG0522                          STATION DESCRIPTION
 CG0522
 CG0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0522'1.1 MI NE FROM ARIVACA.
 CG0522'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE ARIVACA SCHOOL HOUSE, THENCE
 CG0522'0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, ON THE TOP OF A RIDGE
 CG0522'WHERE THE ROAD TURNS NORTH AND MAKES A SHARP CLIMB UP THE RIDGE OF THE
 CG0522'TOP OF A SHARP CLIMB AND ON THE WEST SIDE OF THE RIDGE, TWO CHISELED
 CG0522'MARKS ON THE SOUTHEAST SIDE OF A SMALL BOULDER PAINTED WHITE, 181.9
 CG0522'FEET SOUTHWEST ACROSS THE ROAD FROM  STATION ARIVACA, 157 FEET SOUTH
 CG0522'OF R. M. NO 2, 75 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5
 CG0522'FEET NORTH OF THE WITNESS POST, AND ABOUT 4 1/2 FEET LOWER THAN THE
 CG0522'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0247 ***********************************************************************
 CZ0247  DESIGNATION -  372+90.9
 CZ0247  PID         -  CZ0247
 CZ0247  STATE/COUNTY-  AZ/PIMA
 CZ0247  USGS QUAD   -  TUCSON (1992)
 CZ0247
 CZ0247                         *CURRENT SURVEY CONTROL
 CZ0247  ___________________________________________________________________
 CZ0247* NAD 83(1986)-  32 07 33.     (N)    110 52 36.     (W)     SCALED    
 CZ0247* NAVD 88     -       835.21   (+/-2cm)    2740.2    (feet)  VERTCON   
 CZ0247  ___________________________________________________________________
 CZ0247  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0247
 CZ0247.The horizontal coordinates were scaled from a topographic map and have
 CZ0247.an estimated accuracy of +/- 6 seconds.
 CZ0247
 CZ0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0247.The vertical order pertains to the NGVD 29 superseded value.
 CZ0247
 CZ0247.The geoid height was determined by GEOID03.
 CZ0247
 CZ0247;                    North         East    Units  Estimated Accuracy
 CZ0247;SPC AZ C     -   125,290.      311,490.      MT  (+/- 180 meters Scaled)
 CZ0247
 CZ0247                          SUPERSEDED SURVEY CONTROL
 CZ0247
 CZ0247  NGVD 29 (??/??/92)  834.573  (m)         2738.09   (f) ADJ UNCH    2 0
 CZ0247
 CZ0247.Superseded values are not recommended for survey control.
 CZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0247.See file dsdata.txt to determine how the superseded data were derived.
 CZ0247
 CZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA116543(NAD 83)
 CZ0247_MARKER: DD = SURVEY DISK
 CZ0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0247_SP_SET: BRIDGE CURB
 CZ0247_STAMPING: 372 + 90.9 2738.54
 CZ0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0247
 CZ0247  HISTORY     - Date     Condition        Report By
 CZ0247  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0247  HISTORY     - 1960     GOOD             NGS
 CZ0247
 CZ0247                          STATION DESCRIPTION
 CZ0247
 CZ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0247'6.9 MI SE FROM TUCSON.
 CZ0247'6.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0247'HIGHWAY 89 AT TUCSON TO THE CRAYCROFT OVERPASS, 46.73 FEET NORTH OF
 CZ0247'STATION CRAY 1960, SET IN A DRILL HOLE IN THE CONCRETE BRIDGE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0233 ***********************************************************************
 DU0233  DESIGNATION -  3720
 DU0233  PID         -  DU0233
 DU0233  STATE/COUNTY-  AZ/GILA
 DU0233  USGS QUAD   -  GLOBE (1982)
 DU0233
 DU0233                         *CURRENT SURVEY CONTROL
 DU0233  ___________________________________________________________________
 DU0233* NAD 83(1986)-  33 22 33.     (N)    110 45 12.     (W)     SCALED    
 DU0233* NAVD 88     -      1134.276  (meters)    3721.37   (feet)  ADJUSTED  
 DU0233  ___________________________________________________________________
 DU0233  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU0233  DYNAMIC HT  -        1132.727 (meters)    3716.29  (feet)  COMP
 DU0233  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 DU0233
 DU0233  VERT ORDER  -  FIRST     CLASS II
 DU0233
 DU0233.The horizontal coordinates were scaled from a topographic map and have
 DU0233.an estimated accuracy of +/- 6 seconds.
 DU0233
 DU0233.The orthometric height was determined by differential leveling
 DU0233.and adjusted in June 1991.
 DU0233
 DU0233.The geoid height was determined by GEOID03.
 DU0233
 DU0233.The dynamic height is computed by dividing the NAVD 88
 DU0233.geopotential number by the normal gravity value computed on the
 DU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0233.degrees latitude (g = 980.6199 gals.).
 DU0233
 DU0233.The modeled gravity was interpolated from observed gravity values.
 DU0233
 DU0233;                    North         East    Units  Estimated Accuracy
 DU0233;SPC AZ E     -   263,580.      158,770.      MT  (+/- 180 meters Scaled)
 DU0233
 DU0233                          SUPERSEDED SURVEY CONTROL
 DU0233
 DU0233  NGVD 29 (??/??/92) 1133.647  (m)         3719.31   (f) ADJ UNCH    1 2
 DU0233
 DU0233.Superseded values are not recommended for survey control.
 DU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0233.See file dsdata.txt to determine how the superseded data were derived.
 DU0233
 DU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB229929(NAD 83)
 DU0233_MARKER: P = PIPE CAP
 DU0233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0233_MARK LOGO: USGS  
 DU0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0233
 DU0233  HISTORY     - Date     Condition        Report By
 DU0233  HISTORY     - UNK      MONUMENTED       USGS
 DU0233  HISTORY     - 1933     GOOD             CGS
 DU0233
 DU0233                          STATION DESCRIPTION
 DU0233
 DU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0233'2.3 MI E FROM GLOBE.
 DU0233'ON SOUTHERN PACIFIC RIGHT OF WAY, AT PINAL SIDING, 1000 FEET SOUTHWEST
 DU0233'OF GILA MEAT CO. SLAUGHTER HOUSE, 28 FEET SOUTHWEST OF RAILROAD
 DU0233'CENTER-LINE, 90 FEET SOUTHWEST OF CORRAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1585 ***********************************************************************
 CZ1585  DESIGNATION -  3725+00
 CZ1585  PID         -  CZ1585
 CZ1585  STATE/COUNTY-  AZ/PINAL
 CZ1585  USGS QUAD   -  ELOY NORTH (1992)
 CZ1585
 CZ1585                         *CURRENT SURVEY CONTROL
 CZ1585  ___________________________________________________________________
 CZ1585* NAD 83(1986)-  32 45 39.     (N)    111 35 36.     (W)     SCALED    
 CZ1585* NAVD 88     -       468.73   (+/-2cm)    1537.8    (feet)  VERTCON   
 CZ1585  ___________________________________________________________________
 CZ1585  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1585  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1585
 CZ1585.The horizontal coordinates were scaled from a topographic map and have
 CZ1585.an estimated accuracy of +/- 6 seconds.
 CZ1585
 CZ1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1585.The vertical order pertains to the NGVD 29 superseded value.
 CZ1585
 CZ1585.The geoid height was determined by GEOID03.
 CZ1585
 CZ1585;                    North         East    Units  Estimated Accuracy
 CZ1585;SPC AZ C     -   195,280.      243,660.      MT  (+/- 180 meters Scaled)
 CZ1585
 CZ1585                          SUPERSEDED SURVEY CONTROL
 CZ1585
 CZ1585  NGVD 29 (??/??/92)  468.180  (m)         1536.02   (f) ADJ UNCH    1 2
 CZ1585
 CZ1585.Superseded values are not recommended for survey control.
 CZ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1585.See file dsdata.txt to determine how the superseded data were derived.
 CZ1585
 CZ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB444249(NAD 83)
 CZ1585_MARKER: DD = SURVEY DISK
 CZ1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1585_STAMPING: 3725+00 END PROJ
 CZ1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1585+STABILITY: SURFACE MOTION
 CZ1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1585+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1585
 CZ1585  HISTORY     - Date     Condition        Report By
 CZ1585  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1585  HISTORY     - 1975     GOOD             AZDT
 CZ1585  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1585
 CZ1585                          STATION DESCRIPTION
 CZ1585
 CZ1585'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1585'5.2 MI NW FROM ELOY.
 CZ1585'FROM MILEPOST 206, I-10, WEST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1585'THE STATION ON THE LEFT.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY A
 CZ1585'P AND M SURVEY SIGN.  2 FT. EAST OF SIGN, 10-4(39)200 I-10-4(41). AN
 CZ1585'AHD BRASS CAP, SET IN AN 8 IN. POST, UP 0.35 FT.
 CZ1585
 CZ1585                          STATION RECOVERY (2007)
 CZ1585
 CZ1585'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0478 ***********************************************************************
 CG0478  DESIGNATION -  3727
 CG0478  PID         -  CG0478
 CG0478  STATE/COUNTY-  AZ/PIMA
 CG0478  USGS QUAD   -  TWIN BUTTES (1981)
 CG0478
 CG0478                         *CURRENT SURVEY CONTROL
 CG0478  ___________________________________________________________________
 CG0478* NAD 83(1986)-  31 58 59.     (N)    111 05 36.     (W)     SCALED    
 CG0478* NAVD 88     -      1057.37   (+/-2cm)    3469.1    (feet)  VERTCON   
 CG0478  ___________________________________________________________________
 CG0478  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0478
 CG0478.The horizontal coordinates were scaled from a topographic map and have
 CG0478.an estimated accuracy of +/- 6 seconds.
 CG0478
 CG0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0478.The vertical order pertains to the NGVD 29 superseded value.
 CG0478
 CG0478.The geoid height was determined by GEOID03.
 CG0478
 CG0478;                    North         East    Units  Estimated Accuracy
 CG0478;SPC AZ C     -   109,280.      291,170.      MT  (+/- 180 meters Scaled)
 CG0478
 CG0478                          SUPERSEDED SURVEY CONTROL
 CG0478
 CG0478  NGVD 29 (??/??/92) 1056.63   (m)         3466.6    (f) COMPUTED    2 0
 CG0478
 CG0478.Superseded values are not recommended for survey control.
 CG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0478.See file dsdata.txt to determine how the superseded data were derived.
 CG0478
 CG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA911385(NAD 83)
 CG0478_MARKER: P = PIPE CAP
 CG0478_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0478_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0478_STAMPING: 3727 4C PRINCE
 CG0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0478
 CG0478  HISTORY     - Date     Condition        Report By
 CG0478  HISTORY     - UNK      MONUMENTED       USMS
 CG0478  HISTORY     - 1935     GOOD             NGS
 CG0478
 CG0478                          STATION DESCRIPTION
 CG0478
 CG0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0478'0.7 MI N FROM SAN XAVIER.
 CG0478'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, PIMA COUNTY,
 CG0478'THENCE 0.1 MILE WEST ALONG THE SOTO RANCH ROAD.  0.2 MILE NORTH OF AN
 CG0478'OLD MINE SHAFT, 100 FEET EAST OF A ROCK CAIRN, AND 12 FEET SOUTHWEST
 CG0478'OF THE CENTERLINE OF THE ROAD.  A UNITED STATES MINERAL SURVEY SQUARE
 CG0478'CAP, STAMPED 3727 4C PRINCE AND RIVETED ON THE TOP OF A 1-INCH IRON
 CG0478'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0888 ***********************************************************************
 CG0888  DESIGNATION -  3728.06
 CG0888  PID         -  CG0888
 CG0888  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0888  USGS QUAD   -  NOGALES (1981)
 CG0888
 CG0888                         *CURRENT SURVEY CONTROL
 CG0888  ___________________________________________________________________
 CG0888* NAD 83(1986)-  31 22 20.     (N)    110 55 59.     (W)     SCALED    
 CG0888* NAVD 88     -      1137.229  (meters)    3731.06   (feet)  ADJUSTED  
 CG0888  ___________________________________________________________________
 CG0888  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0888  DYNAMIC HT  -        1135.464 (meters)    3725.27  (feet)  COMP
 CG0888  MODELED GRAV-     979,050.1   (mgal)                       NAVD 88
 CG0888
 CG0888  VERT ORDER  -  FIRST     CLASS II
 CG0888
 CG0888.The horizontal coordinates were scaled from a topographic map and have
 CG0888.an estimated accuracy of +/- 6 seconds.
 CG0888
 CG0888.The orthometric height was determined by differential leveling
 CG0888.and adjusted in June 1991.
 CG0888
 CG0888.The geoid height was determined by GEOID03.
 CG0888
 CG0888.The dynamic height is computed by dividing the NAVD 88
 CG0888.geopotential number by the normal gravity value computed on the
 CG0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0888.degrees latitude (g = 980.6199 gals.).
 CG0888
 CG0888.The modeled gravity was interpolated from observed gravity values.
 CG0888
 CG0888;                    North         East    Units  Estimated Accuracy
 CG0888;SPC AZ C     -    41,680.      306,930.      MT  (+/- 180 meters Scaled)
 CG0888
 CG0888                          SUPERSEDED SURVEY CONTROL
 CG0888
 CG0888.No superseded survey control is available for this station.
 CG0888
 CG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV063708(NAD 83)
 CG0888_MARKER: DB = BENCH MARK DISK
 CG0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0888_SP_SET: HEADWALL ON BEDROCK
 CG0888_STAMPING: STA 162+89.57 EL 3728.06 68
 CG0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0888+STABILITY: POSITION/ELEVATION WELL
 CG0888
 CG0888  HISTORY     - Date     Condition        Report By
 CG0888  HISTORY     - 1968     MONUMENTED       AZHD
 CG0888  HISTORY     - 1980     GOOD             NGS
 CG0888
 CG0888                          STATION DESCRIPTION
 CG0888
 CG0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0888'4.5 KM NORTH FROM NOGALES.
 CG0888'4.5 KILOMETERS (2.8 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0888'FROM THE COUNTY COURTHOUSE IN NOGALES, 0.3 KILOMETER (0.2 MILE)
 CG0888'NORTHWEST OF A LARGE CONCRETE U. S. HIGHWAY 89 BRIDGE OVER A WASH,
 CG0888'0.3 KILOMETER (0.15 MILE) SOUTHEAST OF THE ENTRANCE TO THE NOGALES
 CG0888'RANGER STATION, IN TOP OF AN L-SHAPED HEADWALL FOR A BOX CULVERT
 CG0888'UNDER U. S. HIGHWAY 89, 2.2 METERS (7.3 FEET) NORTHWEST OF THE
 CG0888'SOUTHEAST END AND 2.2 METERS (7.0 FEET) SOUTHWEST OF THE SOUTHWEST
 CG0888'CURB FOR U. S. HIGHWAY 89.
 CG0888'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0202 ***********************************************************************
 CG0202  DESIGNATION -  3734
 CG0202  PID         -  CG0202
 CG0202  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0202  USGS QUAD   -  NOGALES (1981)
 CG0202
 CG0202                         *CURRENT SURVEY CONTROL
 CG0202  ___________________________________________________________________
 CG0202* NAD 83(1986)-  31 22 27.     (N)    110 56 10.     (W)     SCALED    
 CG0202* NAVD 88     -      1142.88   (+/-2cm)    3749.6    (feet)  VERTCON   
 CG0202  ___________________________________________________________________
 CG0202  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0202
 CG0202.The horizontal coordinates were scaled from a topographic map and have
 CG0202.an estimated accuracy of +/- 6 seconds.
 CG0202
 CG0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0202.The vertical order pertains to the NGVD 29 superseded value.
 CG0202
 CG0202.The geoid height was determined by GEOID03.
 CG0202
 CG0202;                    North         East    Units  Estimated Accuracy
 CG0202;SPC AZ C     -    41,900.      306,630.      MT  (+/- 180 meters Scaled)
 CG0202
 CG0202                          SUPERSEDED SURVEY CONTROL
 CG0202
 CG0202  NGVD 29 (??/??/92) 1141.98   (m)         3746.6    (f) COMPUTED    2 0
 CG0202
 CG0202.Superseded values are not recommended for survey control.
 CG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0202.See file dsdata.txt to determine how the superseded data were derived.
 CG0202
 CG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV060710(NAD 83)
 CG0202_MARKER: DB = BENCH MARK DISK
 CG0202_SETTING: 0 = UNSPECIFIED SETTING
 CG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0202
 CG0202  HISTORY     - Date     Condition        Report By
 CG0202  HISTORY     - UNK      MONUMENTED       USGS
 CG0202  HISTORY     - 1954     GOOD             NGS
 CG0202  HISTORY     - 1959     MARK NOT FOUND   NGS
 CG0202
 CG0202                          STATION DESCRIPTION
 CG0202
 CG0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0202'2.9 MI N FROM NOGALES.
 CG0202'100 YARDS NORTHWEST OF MILEPOST 1047, 75 FT. E OF MARAPOSA RANCH
 CG0202'HOUSE, AND 40 FEET WEST OF THE CENTERLINE OF U.S. 89.  NOTE-- THE DISC
 CG0202'HAS BEEN BATTERED SO THAT THE STAMPINGS ARE NOT LEGIBLE.  UNABLE TO
 CG0202'PLUMB ROD AND READINGS WERE TAKEN FROM TAPE.  U. S. HIGHWAY 89 WAS
 CG0202'WIDENED.
 CG0202
 CG0202                          STATION RECOVERY (1959)
 CG0202
 CG0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0540 ***********************************************************************
 CZ0540  DESIGNATION -  375+18.0
 CZ0540  PID         -  CZ0540
 CZ0540  STATE/COUNTY-  AZ/PIMA
 CZ0540  USGS QUAD   -  JAYNES (1992)
 CZ0540
 CZ0540                         *CURRENT SURVEY CONTROL
 CZ0540  ___________________________________________________________________
 CZ0540* NAD 83(1986)-  32 20 44.     (N)    111 04 26.     (W)     SCALED    
 CZ0540* NAVD 88     -       665.185  (meters)    2182.36   (feet)  ADJUSTED  
 CZ0540  ___________________________________________________________________
 CZ0540  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0540  DYNAMIC HT  -         664.290 (meters)    2179.42  (feet)  COMP
 CZ0540  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 CZ0540
 CZ0540  VERT ORDER  -  FIRST     CLASS II
 CZ0540
 CZ0540.The horizontal coordinates were scaled from a topographic map and have
 CZ0540.an estimated accuracy of +/- 6 seconds.
 CZ0540
 CZ0540.The orthometric height was determined by differential leveling
 CZ0540.and adjusted in June 1991.
 CZ0540
 CZ0540.The geoid height was determined by GEOID03.
 CZ0540
 CZ0540.The dynamic height is computed by dividing the NAVD 88
 CZ0540.geopotential number by the normal gravity value computed on the
 CZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0540.degrees latitude (g = 980.6199 gals.).
 CZ0540
 CZ0540.The modeled gravity was interpolated from observed gravity values.
 CZ0540
 CZ0540;                    North         East    Units  Estimated Accuracy
 CZ0540;SPC AZ C     -   149,490.      292,690.      MT  (+/- 180 meters Scaled)
 CZ0540
 CZ0540                          SUPERSEDED SURVEY CONTROL
 CZ0540
 CZ0540.No superseded survey control is available for this station.
 CZ0540
 CZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA930787(NAD 83)
 CZ0540_MARKER: DD = SURVEY DISK
 CZ0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0540_SP_SET: CURB
 CZ0540_STAMPING: 2180.62 1930 375+18.0
 CZ0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0540+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0540
 CZ0540  HISTORY     - Date     Condition        Report By
 CZ0540  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0540  HISTORY     - 1951     GOOD             NGS
 CZ0540  HISTORY     - 1960     GOOD             NGS
 CZ0540  HISTORY     - 1980     GOOD             NGS
 CZ0540  HISTORY     - 19970309 GOOD             USPSQD
 CZ0540  HISTORY     - 20060316 GOOD             USPSQD
 CZ0540
 CZ0540                          STATION DESCRIPTION
 CZ0540
 CZ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0540'1.1 MI SE FROM CORTARO.
 CZ0540'1.1 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0540'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0540'NORTHWEST OF A T JUNCTION OF MASSINGALE ROAD WHICH LEADS NORTHEAST, AT
 CZ0540'RAILROAD MILEAGE 973.27, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0540'NORTHEAST CURBING OF A CONCRETE HIGHWAY BRIDGE, 36.7 FEET WEST OF
 CZ0540'TELEGRAPH POLE 4, 16 FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND
 CZ0540'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0540
 CZ0540                          STATION RECOVERY (1960)
 CZ0540
 CZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0540'RECOVERED IN GOOD CONDITION.
 CZ0540
 CZ0540                          STATION RECOVERY (1980)
 CZ0540
 CZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0540'17.2 KILOMETERS (10.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0540'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0540'NORTHWEST OF THE T-JUNCTION OF MASSINGALE ROAD WHICH LEADS NORTHEAST,
 CZ0540'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE
 CZ0540'BRIDGE IN THE FRONTAGE ROAD, 37.8 METERS (124 FEET) SOUTHWEST OF
 CZ0540'THE SOUTHWEST RAIL OF THE TRACKS AND 4.9 METERS (16 FEET) NORTHEAST
 CZ0540'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0540'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0540
 CZ0540                          STATION RECOVERY (1997)
 CZ0540
 CZ0540'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0540'RECOVERED IN GOOD CONDITION.
 CZ0540
 CZ0540                          STATION RECOVERY (2006)
 CZ0540
 CZ0540'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0540'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0228 ***********************************************************************
 ET0228  DESIGNATION -  3755
 ET0228  PID         -  ET0228
 ET0228  STATE/COUNTY-  AZ/YAVAPAI
 ET0228  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0228
 ET0228                         *CURRENT SURVEY CONTROL
 ET0228  ___________________________________________________________________
 ET0228* NAD 83(1986)-  34 19 13.     (N)    112 07 23.     (W)     SCALED    
 ET0228* NAVD 88     -      1145.29   (+/-2cm)    3757.5    (feet)  VERTCON   
 ET0228  ___________________________________________________________________
 ET0228  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 ET0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0228
 ET0228.The horizontal coordinates were scaled from a topographic map and have
 ET0228.an estimated accuracy of +/- 6 seconds.
 ET0228
 ET0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0228.The vertical order pertains to the NGVD 29 superseded value.
 ET0228
 ET0228.The geoid height was determined by GEOID03.
 ET0228
 ET0228;                    North         East    Units  Estimated Accuracy
 ET0228;SPC AZ C     -   368,200.      194,370.      MT  (+/- 180 meters Scaled)
 ET0228
 ET0228                          SUPERSEDED SURVEY CONTROL
 ET0228
 ET0228  NGVD 29 (??/??/92) 1144.594  (m)         3755.22   (f) ADJ UNCH    2 0
 ET0228
 ET0228.Superseded values are not recommended for survey control.
 ET0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0228.See file dsdata.txt to determine how the superseded data were derived.
 ET0228
 ET0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966982(NAD 83)
 ET0228_MARKER: DZ = AZIMUTH MARK DISK
 ET0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0228_SP_SET: ABUTMENT
 ET0228_STAMPING: 3755.08 3209.90 1951
 ET0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0228
 ET0228  HISTORY     - Date     Condition        Report By
 ET0228  HISTORY     - 1951     MONUMENTED       AZDT
 ET0228  HISTORY     - 1958     GOOD             NGS
 ET0228
 ET0228                          STATION DESCRIPTION
 ET0228
 ET0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0228'19.25 MI N FROM BLACK CANYON.
 ET0228'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0228'CANYON, 0.4 MILE SOUTH OF CORDES JUNCTION, ABOUT 100 FEET NORTH OF
 ET0228'MILE POST NUMBER 262, 16 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ET0228'CEMENTED IN THE SOUTHEAST END OF THE EAST ABUTMENT OF A LARGE CONCRETE
 ET0228'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0353 ***********************************************************************
 CG0353  DESIGNATION -  3757
 CG0353  PID         -  CG0353
 CG0353  STATE/COUNTY-  AZ/PIMA
 CG0353  USGS QUAD   -  THE NARROWS (1981)
 CG0353
 CG0353                         *CURRENT SURVEY CONTROL
 CG0353  ___________________________________________________________________
 CG0353* NAD 83(1986)-  31 57 49.     (N)    110 31 50.     (W)     SCALED    
 CG0353* NAVD 88     -      1149.41   (+/-2cm)    3771.0    (feet)  VERTCON   
 CG0353  ___________________________________________________________________
 CG0353  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG0353  VERT ORDER  -  ? (See Below)
 CG0353
 CG0353.The horizontal coordinates were scaled from a topographic map and have
 CG0353.an estimated accuracy of +/- 6 seconds.
 CG0353
 CG0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0353.The vertical order pertains to the NGVD 29 superseded value.
 CG0353
 CG0353.The geoid height was determined by GEOID03.
 CG0353
 CG0353;                    North         East    Units  Estimated Accuracy
 CG0353;SPC AZ C     -   107,670.      344,380.      MT  (+/- 180 meters Scaled)
 CG0353
 CG0353                          SUPERSEDED SURVEY CONTROL
 CG0353
 CG0353  NGVD 29 (??/??/92) 1148.629  (m)         3768.46   (f) ADJ UNCH    ?  
 CG0353
 CG0353.Superseded values are not recommended for survey control.
 CG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0353.See file dsdata.txt to determine how the superseded data were derived.
 CG0353
 CG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA443364(NAD 83)
 CG0353_MARKER: P = PIPE CAP
 CG0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0353_STAMPING: 3757 NOGLS
 CG0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0353
 CG0353  HISTORY     - Date     Condition        Report By
 CG0353  HISTORY     - UNK      MONUMENTED       USGS
 CG0353  HISTORY     - 1952     MARK NOT FOUND   NGS
 CG0353
 CG0353                          STATION DESCRIPTION
 CG0353
 CG0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0353'1.25 MI SE FROM BUELL.
 CG0353'1-1/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0353'STATION SIGN AT BUELL, 1/3 MLE NORTH OF MILEPOST 1017, AND 40 FEET
 CG0353'SOUTH OF 14-FOOT CONCRETE ARCH CULVERT 1017 D.  A U.S. GEOLOGICAL
 CG0353'SURVEY STANDARD CAP, STAMPED 3757 NOGLS AND RIVETED ON THE TOP OF A
 CG0353'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2047 ***********************************************************************
 DU2047  DESIGNATION -  3761
 DU2047  PID         -  DU2047
 DU2047  STATE/COUNTY-  AZ/PINAL
 DU2047  USGS QUAD   -  TEAPOT MOUNTAIN (1978)
 DU2047
 DU2047                         *CURRENT SURVEY CONTROL
 DU2047  ___________________________________________________________________
 DU2047* NAD 83(1992)-  33 12 11.64909(N)    111 03 27.48177(W)     ADJUSTED  
 DU2047* NAVD 88     -      1146.83   (+/-2cm)    3762.6    (feet)  VERTCON   
 DU2047  ___________________________________________________________________
 DU2047  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 DU2047  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DU2047  HORZ ORDER  -  THIRD
 DU2047  VERT ORDER  -  THIRD ? (See Below)
 DU2047
 DU2047.The horizontal coordinates were established by classical geodetic methods
 DU2047.and adjusted by the National Geodetic Survey in August 1993.
 DU2047
 DU2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2047.The vertical order pertains to the NGVD 29 superseded value.
 DU2047
 DU2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2047
 DU2047.The geoid height was determined by GEOID03.
 DU2047
 DU2047;                    North         East     Units Scale Factor Converg.
 DU2047;SPC AZ C     -   244,618.207   293,448.023   MT  0.99997906   +0 28 13.6
 DU2047;SPC AZ C     -   802,553.17    962,755.98   iFT  0.99997906   +0 28 13.6
 DU2047;UTM  12      - 3,673,819.538   494,628.465   MT  0.99960036   -0 01 53.6
 DU2047
 DU2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2047!SPC AZ C     -   0.99982445  x   0.99997906  =   0.99980352
 DU2047!UTM  12      -   0.99982445  x   0.99960036  =   0.99942488
 DU2047
 DU2047:                Primary Azimuth Mark                     Grid Az
 DU2047:SPC AZ C     -  GRANITE MOUNTAIN                         147 14 55.7
 DU2047:UTM  12      -  GRANITE MOUNTAIN                         147 45 02.9
 DU2047
 DU2047|---------------------------------------------------------------------|
 DU2047| PID    Reference Object                     Distance      Geod. Az  |
 DU2047|                                                           dddmmss.s |
 DU2047| DU2048 GRANITE MOUNTAIN                    APPROX. 5.4 KM 1474309.3 |
 DU2047| CR5415 3761 RM 1                             1.752 METERS 23416     |
 DU2047| CR5416 3761 RM 2                             3.032 METERS 29650     |
 DU2047|---------------------------------------------------------------------|
 DU2047
 DU2047                          SUPERSEDED SURVEY CONTROL
 DU2047
 DU2047  NAD 83(1986)-  33 12 11.64287(N)    111 03 27.48200(W) AD(       ) 3
 DU2047  NAD 27      -  33 12 11.43920(N)    111 03 25.07301(W) AD(       ) 3
 DU2047  NGVD 29 (07/19/86) 1146.15   (m)         3760.3    (f) LEVELING    3  
 DU2047
 DU2047.Superseded values are not recommended for survey control.
 DU2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2047.See file dsdata.txt to determine how the superseded data were derived.
 DU2047
 DU2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9462873820(NAD 83)
 DU2047_MARKER: DB = BENCH MARK DISK
 DU2047_SETTING: 66 = SET IN ROCK OUTCROP
 DU2047_SP_SET: PARTIALLY EXPOSED BEDROCK
 DU2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2047
 DU2047  HISTORY     - Date     Condition        Report By
 DU2047  HISTORY     - 1936     MONUMENTED       USGS
 DU2047  HISTORY     - 1946     GOOD             USGS
 DU2047  HISTORY     - 1963     GOOD             USGS
 DU2047  HISTORY     - 20070223 POOR             GEOCAC
 DU2047
 DU2047                          STATION DESCRIPTION
 DU2047
 DU2047'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 DU2047'ABOUT 6.8 MILES NORTH AND WEST ON THE SUPERIOR-RAY HIGHWAY FROM
 DU2047'THE POST OFFICE IN RAY, AT THE PASS OVER THE SUMMIT OF AN EAST
 DU2047'AND WEST RIDGE, THIS BEING THE HIGHEST POINT ON THE ROAD BETWEEN
 DU2047'RAY AND SUPERIOR, AND 30 FEET WEST OF THE CENTER LINE OF THE
 DU2047'ROAD.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DU2047'STAMPED 3761 SET IN BEDROCK, FLUSH WITH THE GROUND.  THE
 DU2047'SOUTHEAST CORNER OF THE SOUTHEAST LEG OF A STEEL TRANSMISSION
 DU2047'TOWER IS 1.722 METERS (5.65 FEET) FROM STATION
 DU2047'S 43 DEG 53 MIN W.  AND THE NORTHEAST CORNER OF THE NORTHEAST LEG
 DU2047'OF THE TOWER IS 2.980 METERS (9.78 FEET) FROM STATION
 DU2047
 DU2047                          STATION RECOVERY (1946)
 DU2047
 DU2047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2047'RECOVERED IN GOOD CONDITION.
 DU2047
 DU2047                          STATION RECOVERY (1963)
 DU2047
 DU2047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2047'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.
 DU2047'
 DU2047'TO REACH FROM SUPERIOR POST OFFICE, GO 8.6 MI S. ALONG STATE HWY.
 DU2047'177.  ON WEST SIDE OF HWY. NEAR TOP OF 30-FT. CUT ON RIDGE, NEAR
 DU2047'BASE OF STEEL TRANSMISSION TOWER, 1.6 FT. N. AND 6 FT. E. OF
 DU2047'SOUTHEAST LEG OF TOWER.
 DU2047'
 DU2047'STATION MARK--STANDARD TABLET STAMPED---3761 PHNX---, CEMENTED IN
 DU2047'BEDROCK FLUSH WITH GROUND.
 DU2047
 DU2047                          STATION RECOVERY (2007)
 DU2047
 DU2047'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2047'RECOVERED STATION MARK IN POOR CONDITION, REFERENCE MARK 1 (SE LEG OF
 DU2047'THE TOWER) AND REFERENCE MARK 2 (NE LEG OF THE TOWER) IN GOOD
 DU2047'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DU2047'THE STATION DISK HAS NUMEROUS GOUGES AND SCRAPES - ONE OF WHICH CAUSES
 DU2047'THE 6 LOOK LIKE AN 8, AND THE STATION MARK IS ABOUT 120 FEET WEST OF
 DU2047'THE CENTERLINE OF STATE HWY. 177.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0190 ***********************************************************************
 ET0190  DESIGNATION -  3762
 ET0190  PID         -  ET0190
 ET0190  STATE/COUNTY-  AZ/YAVAPAI
 ET0190  USGS QUAD   -  CLEATOR (1974)
 ET0190
 ET0190                         *CURRENT SURVEY CONTROL
 ET0190  ___________________________________________________________________
 ET0190* NAD 83(1986)-  34 18 11.     (N)    112 09 59.     (W)     SCALED    
 ET0190* NAVD 88     -      1150.14   (+/-2cm)    3773.4    (feet)  VERTCON   
 ET0190  ___________________________________________________________________
 ET0190  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 ET0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0190
 ET0190.The horizontal coordinates were scaled from a topographic map and have
 ET0190.an estimated accuracy of +/- 6 seconds.
 ET0190
 ET0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0190.The vertical order pertains to the NGVD 29 superseded value.
 ET0190
 ET0190.The geoid height was determined by GEOID03.
 ET0190
 ET0190;                    North         East    Units  Estimated Accuracy
 ET0190;SPC AZ C     -   366,300.      190,370.      MT  (+/- 180 meters Scaled)
 ET0190
 ET0190                          SUPERSEDED SURVEY CONTROL
 ET0190
 ET0190  NGVD 29 (??/??/92) 1149.435  (m)         3771.10   (f) ADJ UNCH    2 0
 ET0190
 ET0190.Superseded values are not recommended for survey control.
 ET0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0190.See file dsdata.txt to determine how the superseded data were derived.
 ET0190
 ET0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC926963(NAD 83)
 ET0190_MARKER: P = PIPE CAP
 ET0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0190_STAMPING: 3762 PRSCT
 ET0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0190+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0190
 ET0190  HISTORY     - Date     Condition        Report By
 ET0190  HISTORY     - UNK      MONUMENTED       USGS
 ET0190  HISTORY     - 1952     GOOD             NGS
 ET0190  HISTORY     - 20070309 GOOD             USPSQD
 ET0190  HISTORY     - 20080817 GOOD             GEOCAC
 ET0190
 ET0190                          STATION DESCRIPTION
 ET0190
 ET0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0190'IN CORDES.
 ET0190'AT CORDES, ON THE OLD BLACK CANYON ROAD, 0.2 MILE WEST OF THE MAIN
 ET0190'ENTRANCE TO THE CORDES AIRPORT, 176 FEET SOUTH OF THE T JUNCTION OF
 ET0190'BLOODY BASIN ROAD, AT A DIRT ROADWAY LEADING EAST TO A RANCH HOUSE,
 ET0190'115. 1/2 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE BRIDGE OVER
 ET0190'ANTELOPE CREEK, 46.5 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 ET0190'FOUNDATION OF THE CORDES GENERAL STORE, 24 FEET EAST OF THE CENTER
 ET0190'LINE OF AND ABOUT LEVEL WITH THE OLD BLACK CANYON ROAD, 17 FEET SOUTH
 ET0190'OF THE CENTERLINE OF A DIRT ROAD TO THE RANCH HOUSE, 10.9 FEET NORTH
 ET0190'OF THE NORTH END OF A LONG GUARD RAIL, AND RIVETED ON TOP OF A 3-INCH
 ET0190'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ET0190
 ET0190                          STATION RECOVERY (2007)
 ET0190
 ET0190'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0190'MARK FOUND
 ET0190
 ET0190                          STATION RECOVERY (2008)
 ET0190
 ET0190'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0190'RECOVERED IN GOOD CONDITION, AND AS DESCRIBED WITH THE EXCEPTION THAT
 ET0190'A NEW GUARDRAIL HAS BEEN INSTALLED. THE MARK IS NOW ABOUT THREE FEET
 ET0190'SOUTH OF THE NORTH END OF THE GUARDRAIL, AND ABOUT ONE FOOT EAST. GPS
 ET0190'(HH2) CO-ORDINATES N34 18.198' W112 09.979'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0224 ***********************************************************************
 ET0224  DESIGNATION -  3768
 ET0224  PID         -  ET0224
 ET0224  STATE/COUNTY-  AZ/YAVAPAI
 ET0224  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0224
 ET0224                         *CURRENT SURVEY CONTROL
 ET0224  ___________________________________________________________________
 ET0224* NAD 83(1986)-  34 20 38.     (N)    112 07 03.     (W)     SCALED    
 ET0224* NAVD 88     -      1149.36   (+/-2cm)    3770.9    (feet)  VERTCON   
 ET0224  ___________________________________________________________________
 ET0224  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 ET0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0224
 ET0224.The horizontal coordinates were scaled from a topographic map and have
 ET0224.an estimated accuracy of +/- 6 seconds.
 ET0224
 ET0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0224.The vertical order pertains to the NGVD 29 superseded value.
 ET0224
 ET0224.The geoid height was determined by GEOID03.
 ET0224
 ET0224;                    North         East    Units  Estimated Accuracy
 ET0224;SPC AZ C     -   370,810.      194,880.      MT  (+/- 180 meters Scaled)
 ET0224
 ET0224                          SUPERSEDED SURVEY CONTROL
 ET0224
 ET0224  NGVD 29 (??/??/92) 1148.670  (m)         3768.59   (f) ADJ UNCH    2 0
 ET0224
 ET0224.Superseded values are not recommended for survey control.
 ET0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0224.See file dsdata.txt to determine how the superseded data were derived.
 ET0224
 ET0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD972008(NAD 83)
 ET0224_MARKER: DD = SURVEY DISK
 ET0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0224_SP_SET: BRIDGE
 ET0224_STAMPING: 3768.39
 ET0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0224
 ET0224  HISTORY     - Date     Condition        Report By
 ET0224  HISTORY     - UNK      MONUMENTED       AZDT
 ET0224  HISTORY     - 1958     GOOD             NGS
 ET0224  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0224
 ET0224                          STATION DESCRIPTION
 ET0224
 ET0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0224'21.0 MI N FROM BLACK CANYON.
 ET0224'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0224'CANYON, THENCE 1.3 MILE NORTH ALONG STATE HIGHWAY 79, 0.3 MILE SOUTH
 ET0224'OF MILES POST NUMBER 264, 21 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ET0224'79, CEMENTED IN THE EAST HEADWALL OF A CONCRETE BRIDGE.
 ET0224
 ET0224                          STATION RECOVERY (1974)
 ET0224
 ET0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0218 ***********************************************************************
 ET0218  DESIGNATION -  3772
 ET0218  PID         -  ET0218
 ET0218  STATE/COUNTY-  AZ/YAVAPAI
 ET0218  USGS QUAD   -  ESTLER PEAK (1974)
 ET0218
 ET0218                         *CURRENT SURVEY CONTROL
 ET0218  ___________________________________________________________________
 ET0218* NAD 83(1986)-  34 23 06.     (N)    112 05 26.     (W)     SCALED    
 ET0218* NAVD 88     -      1150.49   (+/-2cm)    3774.6    (feet)  VERTCON   
 ET0218  ___________________________________________________________________
 ET0218  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 ET0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0218
 ET0218.The horizontal coordinates were scaled from a topographic map and have
 ET0218.an estimated accuracy of +/- 6 seconds.
 ET0218
 ET0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0218.The vertical order pertains to the NGVD 29 superseded value.
 ET0218
 ET0218.The geoid height was determined by GEOID03.
 ET0218
 ET0218;                    North         East    Units  Estimated Accuracy
 ET0218;SPC AZ C     -   375,370.      197,370.      MT  (+/- 180 meters Scaled)
 ET0218
 ET0218                          SUPERSEDED SURVEY CONTROL
 ET0218
 ET0218  NGVD 29 (??/??/92) 1149.798  (m)         3772.30   (f) ADJ UNCH    2 0
 ET0218
 ET0218.Superseded values are not recommended for survey control.
 ET0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0218.See file dsdata.txt to determine how the superseded data were derived.
 ET0218
 ET0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD997053(NAD 83)
 ET0218_MARKER: DD = SURVEY DISK
 ET0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0218_SP_SET: BRIDGE
 ET0218_STAMPING: 3772.15
 ET0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0218
 ET0218  HISTORY     - Date     Condition        Report By
 ET0218  HISTORY     - UNK      MONUMENTED       AZDT
 ET0218  HISTORY     - 1958     GOOD             NGS
 ET0218  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0218
 ET0218                          STATION DESCRIPTION
 ET0218
 ET0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0218'24.6 MI N FROM BLACK CANYON.
 ET0218'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0218'CANYON, THENCE 4.9 MILES NORTH ALONG STATE HIGHWAY 79, 0.2 MILE NORTH
 ET0218'OF MILE POST NUMBER 267, 25 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ET0218'CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A LARGE CONCRETE
 ET0218'BRIDGE.
 ET0218
 ET0218                          STATION RECOVERY (1974)
 ET0218
 ET0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0218'THE BRIDGE WAS REMOVED WHEN STATE HIGHWAY 69 WAS CONVERTED TO
 ET0218'INTERSTATE 17 SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0013 ***********************************************************************
 CG0013  DESIGNATION -  3784
 CG0013  PID         -  CG0013
 CG0013  STATE/COUNTY-  AZ/COCHISE
 CG0013  USGS QUAD   -  BENSON (1983)
 CG0013
 CG0013                         *CURRENT SURVEY CONTROL
 CG0013  ___________________________________________________________________
 CG0013* NAD 83(1986)-  31 59 25.     (N)    110 20 20.     (W)     SCALED    
 CG0013* NAVD 88     -      1157.57   (+/-2cm)    3797.8    (feet)  VERTCON   
 CG0013  ___________________________________________________________________
 CG0013  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0013  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0013
 CG0013.The horizontal coordinates were scaled from a topographic map and have
 CG0013.an estimated accuracy of +/- 6 seconds.
 CG0013
 CG0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0013.The vertical order pertains to the NGVD 29 superseded value.
 CG0013
 CG0013.The geoid height was determined by GEOID03.
 CG0013
 CG0013;                    North         East    Units  Estimated Accuracy
 CG0013;SPC AZ E     -   109,800.      197,090.      MT  (+/- 180 meters Scaled)
 CG0013
 CG0013                          SUPERSEDED SURVEY CONTROL
 CG0013
 CG0013  NGVD 29 (??/??/92) 1156.778  (m)         3795.20   (f) ADJ UNCH    1 2
 CG0013
 CG0013.Superseded values are not recommended for survey control.
 CG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0013.See file dsdata.txt to determine how the superseded data were derived.
 CG0013
 CG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA624395(NAD 83)
 CG0013_MARKER: P = PIPE CAP
 CG0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0013_STAMPING: 3784 NOGLS 181H 1907
 CG0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0013
 CG0013  HISTORY     - Date     Condition        Report By
 CG0013  HISTORY     - 1907     MONUMENTED       USGS
 CG0013  HISTORY     - 1952     GOOD             NGS
 CG0013
 CG0013                          STATION DESCRIPTION
 CG0013
 CG0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0013'3.2 MI NW FROM BENSON.
 CG0013'3.2 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0013'STATION AT BENSON, 2 POLES EAST OF A POLE WITH 3 WHITE PAINTED RINGS,
 CG0013'320 FEET EAST OF THE EAST END OF A CONCRETE ARCH BRIDGE, ON THE SOUTH
 CG0013'BANK OF A LOW CULVERT, 3 1/2 FEET SOUTH OF A POINT DIRECTLY UNDER THE
 CG0013'SOUTH-MOST WIRE OF A TELEPHONE LINE, 51.5 FEET NORTH OF THE SOUTH
 CG0013'RIGHT-OF-WAY FENCE, 46.5 FEET SOUTH OF THE SOUTH RAIL, 33.2 FEET WEST
 CG0013'OF A TELEPHONE POLE, 1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT 4
 CG0013'FEET HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 CG0013'PIPE PROJECTING 1.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0214 ***********************************************************************
 ET0214  DESIGNATION -  3792.86
 ET0214  PID         -  ET0214
 ET0214  STATE/COUNTY-  AZ/YAVAPAI
 ET0214  USGS QUAD   -  ESTLER PEAK (1974)
 ET0214
 ET0214                         *CURRENT SURVEY CONTROL
 ET0214  ___________________________________________________________________
 ET0214* NAD 83(1986)-  34 24 22.     (N)    112 04 20.     (W)     SCALED    
 ET0214* NAVD 88     -      1156.87   (+/-2cm)    3795.5    (feet)  VERTCON   
 ET0214  ___________________________________________________________________
 ET0214  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ET0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0214
 ET0214.The horizontal coordinates were scaled from a topographic map and have
 ET0214.an estimated accuracy of +/- 6 seconds.
 ET0214
 ET0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0214.The vertical order pertains to the NGVD 29 superseded value.
 ET0214
 ET0214.The geoid height was determined by GEOID03.
 ET0214
 ET0214;                    North         East    Units  Estimated Accuracy
 ET0214;SPC AZ C     -   377,710.      199,060.      MT  (+/- 180 meters Scaled)
 ET0214
 ET0214                          SUPERSEDED SURVEY CONTROL
 ET0214
 ET0214  NGVD 29 (??/??/92) 1156.161  (m)         3793.17   (f) ADJ UNCH    2 0
 ET0214
 ET0214.Superseded values are not recommended for survey control.
 ET0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0214.See file dsdata.txt to determine how the superseded data were derived.
 ET0214
 ET0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD014077(NAD 83)
 ET0214_MARKER: DD = SURVEY DISK
 ET0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0214_SP_SET: ABUTMENT
 ET0214_STAMPING: 3792.86 1953
 ET0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0214
 ET0214  HISTORY     - Date     Condition        Report By
 ET0214  HISTORY     - 1953     MONUMENTED       AZDT
 ET0214  HISTORY     - 1959     GOOD             NGS
 ET0214
 ET0214                          STATION DESCRIPTION
 ET0214
 ET0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0214'20.0 MI SW FROM CAMP VERDE.
 ET0214'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0214'OFFICE IN CAMP VERDE, THENCE 16.9 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0214'0.3 MILE NORTH OF THE ROAD LEADING TO ORME RANCH SCHOOL, 54 FEET NORTH
 ET0214'OF MILEPOST 269, 4.5 FEET NORTH OF THE SOUTH END OF THE EAST ABUTMENT
 ET0214'OF A LARGE CONCRETE BRIDGE OVER A LARGE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1586 ***********************************************************************
 DV1586  DESIGNATION -  38 A
 DV1586  PID         -  DV1586
 DV1586  STATE/COUNTY-  AZ/LA PAZ
 DV1586  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1586
 DV1586                         *CURRENT SURVEY CONTROL
 DV1586  ___________________________________________________________________
 DV1586* NAD 83(1986)-  33 34 10.     (N)    113 21 39.     (W)     SCALED    
 DV1586* NAVD 88     -       417.96   (+/-2cm)    1371.3    (feet)  VERTCON   
 DV1586  ___________________________________________________________________
 DV1586  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1586
 DV1586.The horizontal coordinates were scaled from a topographic map and have
 DV1586.an estimated accuracy of +/- 6 seconds.
 DV1586
 DV1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1586.The vertical order pertains to the NGVD 29 superseded value.
 DV1586
 DV1586.The geoid height was determined by GEOID03.
 DV1586
 DV1586;                    North         East    Units  Estimated Accuracy
 DV1586;SPC AZ W     -   284,980.      249,490.      MT  (+/- 180 meters Scaled)
 DV1586
 DV1586                          SUPERSEDED SURVEY CONTROL
 DV1586
 DV1586  NGVD 29 (??/??/92)  417.295  (m)         1369.08   (f) ADJ UNCH    2 0
 DV1586
 DV1586.Superseded values are not recommended for survey control.
 DV1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1586.See file dsdata.txt to determine how the superseded data were derived.
 DV1586
 DV1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC808169(NAD 83)
 DV1586_MARKER: DD = SURVEY DISK
 DV1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1586_STAMPING: 38 A 1962
 DV1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1586+STABILITY: SURFACE MOTION
 DV1586
 DV1586  HISTORY     - Date     Condition        Report By
 DV1586  HISTORY     - 1962     MONUMENTED       AZHD
 DV1586
 DV1586                          STATION DESCRIPTION
 DV1586
 DV1586'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1586'24.7 MI SE FROM SALOME.
 DV1586'0.5 MILE EAST-SOUTHEAST OF J 413 38, AN ARIZONA HIGHWAY DEPARTMENT
 DV1586'DISK STAMPED 38 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1586'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1586'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0787 ***********************************************************************
 DA0787  DESIGNATION -  38 GWM
 DA0787  PID         -  DA0787
 DA0787  STATE/COUNTY-  AZ/MARICOPA
 DA0787  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0787
 DA0787                         *CURRENT SURVEY CONTROL
 DA0787  ___________________________________________________________________
 DA0787* NAD 83(1986)-  32 33 12.     (N)    113 16 28.     (W)     SCALED    
 DA0787* NAVD 88     -       214.83   (+/-2cm)     704.8    (feet)  VERTCON   
 DA0787  ___________________________________________________________________
 DA0787  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DA0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0787
 DA0787.The horizontal coordinates were scaled from a topographic map and have
 DA0787.an estimated accuracy of +/- 6 seconds.
 DA0787
 DA0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0787.The vertical order pertains to the NGVD 29 superseded value.
 DA0787
 DA0787.The geoid height was determined by GEOID03.
 DA0787
 DA0787;                    North         East    Units  Estimated Accuracy
 DA0787;SPC AZ C     -   173,030.       85,840.      MT  (+/- 180 meters Scaled)
 DA0787
 DA0787                          SUPERSEDED SURVEY CONTROL
 DA0787
 DA0787  NGVD 29 (??/??/92)  214.207  (m)          702.78   (f) ADJ UNCH    2 0
 DA0787
 DA0787.Superseded values are not recommended for survey control.
 DA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0787.See file dsdata.txt to determine how the superseded data were derived.
 DA0787
 DA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864040(NAD 83)
 DA0787_MARKER: DD = SURVEY DISK
 DA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0787_STAMPING: 38 GWM 1948 703
 DA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0787+STABILITY: SURFACE MOTION
 DA0787
 DA0787  HISTORY     - Date     Condition        Report By
 DA0787  HISTORY     - 1948     MONUMENTED       USGS
 DA0787  HISTORY     - 1962     GOOD             NGS
 DA0787
 DA0787                          STATION DESCRIPTION
 DA0787
 DA0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0787'3.7 MI N FROM TONY TANK.
 DA0787'ABOUT 3.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0787'TONY TANK, 1.35 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0787'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 36 FEET EAST OF THE CENTER
 DA0787'LINE OF THE ROAD, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0787'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DA0787'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0630 ***********************************************************************
 FP0630  DESIGNATION -  38 HLS
 FP0630  PID         -  FP0630
 FP0630  STATE/COUNTY-  AZ/APACHE
 FP0630  USGS QUAD   -  GANADO (1973)
 FP0630
 FP0630                         *CURRENT SURVEY CONTROL
 FP0630  ___________________________________________________________________
 FP0630* NAD 83(1986)-  35 40 38.     (N)    109 32 57.     (W)     SCALED    
 FP0630* NAVD 88     -      2053.530  (meters)    6737.29   (feet)  ADJUSTED  
 FP0630  ___________________________________________________________________
 FP0630  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FP0630  DYNAMIC HT  -        2050.719 (meters)    6728.07  (feet)  COMP
 FP0630  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 FP0630
 FP0630  VERT ORDER  -  SECOND    CLASS II
 FP0630
 FP0630.The horizontal coordinates were scaled from a topographic map and have
 FP0630.an estimated accuracy of +/- 6 seconds.
 FP0630
 FP0630.The orthometric height was determined by differential leveling
 FP0630.and adjusted in June 1991.
 FP0630
 FP0630.The geoid height was determined by GEOID03.
 FP0630
 FP0630.The dynamic height is computed by dividing the NAVD 88
 FP0630.geopotential number by the normal gravity value computed on the
 FP0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0630.degrees latitude (g = 980.6199 gals.).
 FP0630
 FP0630.The modeled gravity was interpolated from observed gravity values.
 FP0630
 FP0630;                    North         East    Units  Estimated Accuracy
 FP0630;SPC AZ E     -   518,880.      269,260.      MT  (+/- 180 meters Scaled)
 FP0630
 FP0630                          SUPERSEDED SURVEY CONTROL
 FP0630
 FP0630  NGVD 29 (??/??/92) 2052.55   (m)         6734.1    (f) COMPUTED    2 2
 FP0630
 FP0630.Superseded values are not recommended for survey control.
 FP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0630.See file dsdata.txt to determine how the superseded data were derived.
 FP0630
 FP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE312491(NAD 83)
 FP0630_MARKER: DB = BENCH MARK DISK
 FP0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0630_SP_SET: COPPER-CLAD STEEL ROD
 FP0630_STAMPING: 38 HLS 1970 6734
 FP0630_MARK LOGO: USGS  
 FP0630_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0630+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0630
 FP0630  HISTORY     - Date     Condition        Report By
 FP0630  HISTORY     - 1970     MONUMENTED       USGS
 FP0630
 FP0630                          STATION DESCRIPTION
 FP0630
 FP0630'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0630'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 2.4 MILES SOUTH
 FP0630'ALONG STATE HIGHWAY 63 TO A CROSSROAD, 78 FEET NORTH OF THE
 FP0630'CROSSROAD, 58 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0630'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0630'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0828 ***********************************************************************
 FQ0828  DESIGNATION -  38 KBC
 FQ0828  PID         -  FQ0828
 FQ0828  STATE/COUNTY-  AZ/COCONINO
 FQ0828  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0828
 FQ0828                         *CURRENT SURVEY CONTROL
 FQ0828  ___________________________________________________________________
 FQ0828* NAD 83(1986)-  35 33 28.     (N)    111 12 46.     (W)     SCALED    
 FQ0828* NAVD 88     -      1369.235  (meters)    4492.23   (feet)  POSTED    
 FQ0828  ___________________________________________________________________
 FQ0828  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0828  DYNAMIC HT  -        1367.500 (meters)    4486.54  (feet)  COMP
 FQ0828  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 FQ0828
 FQ0828  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0828
 FQ0828.The horizontal coordinates were scaled from a topographic map and have
 FQ0828.an estimated accuracy of +/- 6 seconds.
 FQ0828
 FQ0828.The orthometric height was determined by differential leveling
 FQ0828.and adjusted by the  in 1992.
 FQ0828.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0828.rate of 0.0 thru 1.0 mm/km.
 FQ0828
 FQ0828.The geoid height was determined by GEOID03.
 FQ0828
 FQ0828.The dynamic height is computed by dividing the NAVD 88
 FQ0828.geopotential number by the normal gravity value computed on the
 FQ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0828.degrees latitude (g = 980.6199 gals.).
 FQ0828
 FQ0828.The modeled gravity was interpolated from observed gravity values.
 FQ0828
 FQ0828;                    North         East    Units  Estimated Accuracy
 FQ0828;SPC AZ C     -   505,680.      277,170.      MT  (+/- 180 meters Scaled)
 FQ0828
 FQ0828                          SUPERSEDED SURVEY CONTROL
 FQ0828
 FQ0828.No superseded survey control is available for this station.
 FQ0828
 FQ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE807349(NAD 83)
 FQ0828_MARKER: DB = BENCH MARK DISK
 FQ0828_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0828_SP_SET: COPPER-CLAD STEEL ROD
 FQ0828_STAMPING: 38 BKC 1968
 FQ0828_MARK LOGO: USGS  
 FQ0828_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0828+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0828
 FQ0828  HISTORY     - Date     Condition        Report By
 FQ0828  HISTORY     - 1968     MONUMENTED       USGS
 FQ0828
 FQ0828                          STATION DESCRIPTION
 FQ0828
 FQ0828'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0828'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0828'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0828'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0828'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0828'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0828'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0828'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0828'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 3.4 MILES, 37
 FQ0828'FEET SOUTH OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A
 FQ0828'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1835 ***********************************************************************
 DV1835  DESIGNATION -  38 WF
 DV1835  PID         -  DV1835
 DV1835  STATE/COUNTY-  AZ/MARICOPA
 DV1835  USGS QUAD   -  COTTON CENTER NW (1973)
 DV1835
 DV1835                         *CURRENT SURVEY CONTROL
 DV1835  ___________________________________________________________________
 DV1835* NAD 83(1992)-  33 13 35.89698(N)    112 40 45.69314(W)     ADJUSTED  
 DV1835* NAVD 88     -       266.59   (+/-2cm)     874.6    (feet)  VERTCON   
 DV1835  ___________________________________________________________________
 DV1835  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DV1835  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1835  HORZ ORDER  -  THIRD
 DV1835  VERT ORDER  -  THIRD ? (See Below)
 DV1835
 DV1835.The horizontal coordinates were established by classical geodetic methods
 DV1835.and adjusted by the National Geodetic Survey in August 1993.
 DV1835
 DV1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1835.The vertical order pertains to the NGVD 29 superseded value.
 DV1835
 DV1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1835
 DV1835.The geoid height was determined by GEOID03.
 DV1835
 DV1835;                    North         East     Units Scale Factor Converg.
 DV1835;SPC AZ C     -   247,143.922   142,272.981   MT  0.99996228   -0 25 04.6
 DV1835;SPC AZ C     -   810,839.64    466,774.87   iFT  0.99996228   -0 25 04.6
 DV1835;UTM  12      - 3,677,669.366   343,514.551   MT  0.99990192   -0 55 13.4
 DV1835
 DV1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1835!SPC AZ C     -   0.99996302  x   0.99996228  =   0.99992530
 DV1835!UTM  12      -   0.99996302  x   0.99990192  =   0.99986494
 DV1835
 DV1835:                Primary Azimuth Mark                     Grid Az
 DV1835:SPC AZ C     -  TWIN                                     026 41 28.0
 DV1835:UTM  12      -  TWIN                                     027 11 36.8
 DV1835
 DV1835|---------------------------------------------------------------------|
 DV1835| PID    Reference Object                     Distance      Geod. Az  |
 DV1835|                                                           dddmmss.s |
 DV1835| DV2145 TWIN                                APPROX. 4.7 KM 0261623.4 |
 DV1835|---------------------------------------------------------------------|
 DV1835
 DV1835                          SUPERSEDED SURVEY CONTROL
 DV1835
 DV1835  NAD 83(1986)-  33 13 35.88954(N)    112 40 45.69919(W) AD(       ) 3
 DV1835  NGVD 29 (12/08/88)  265.94   (m)          872.5    (f) LEVELING    3  
 DV1835
 DV1835.Superseded values are not recommended for survey control.
 DV1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1835.See file dsdata.txt to determine how the superseded data were derived.
 DV1835
 DV1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4351577669(NAD 83)
 DV1835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV1835_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1835
 DV1835  HISTORY     - Date     Condition        Report By
 DV1835  HISTORY     - UNK      MONUMENTED
 DV1835  HISTORY     - 1973     GOOD             USGS
 DV1835
 DV1835                          STATION DESCRIPTION
 DV1835
 DV1835'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DV1835'DESCRIBED IN USGS LEVEL LINE.
 DV1835'
 DV1835'NO LOCATED GIVEN.
 DV1835'
 DV1835'TO REACH FROM VALLEY NATIONAL BANK IN BUCKEYE, GO 12.0 MI S. ON
 DV1835'U.S. HWY. 80 TO X-RD. ALONG GAS LINE.  TURN RIGHT 2.15 MI TO
 DV1835'STATION 90 FT S. OF CENTERLINE OF RD. AND 90 FT SE. OF VALVE
 DV1835'STATION.
 DV1835'
 DV1835'STATION MARK--STANDARD BM TABLET STAMPED---38 WF 1948 872---,
 DV1835'CEMENTED IN 10-INCH ROUND CONCRETE POST PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0797 ***********************************************************************
 DW0797  DESIGNATION -  380+1360
 DW0797  PID         -  DW0797
 DW0797  STATE/COUNTY-  AZ/LA PAZ
 DW0797  USGS QUAD   -  LA PAZ MTN (1970)
 DW0797
 DW0797                         *CURRENT SURVEY CONTROL
 DW0797  ___________________________________________________________________
 DW0797* NAD 83(1986)-  33 37 55.     (N)    114 24 30.     (W)     SCALED    
 DW0797* NAVD 88     -       249.50   (+/-2cm)     818.6    (feet)  VERTCON   
 DW0797  ___________________________________________________________________
 DW0797  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DW0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0797
 DW0797.The horizontal coordinates were scaled from a topographic map and have
 DW0797.an estimated accuracy of +/- 6 seconds.
 DW0797
 DW0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0797.The vertical order pertains to the NGVD 29 superseded value.
 DW0797
 DW0797.The geoid height was determined by GEOID03.
 DW0797
 DW0797;                    North         East    Units  Estimated Accuracy
 DW0797;SPC AZ W     -   292,040.      152,280.      MT  (+/- 180 meters Scaled)
 DW0797
 DW0797                          SUPERSEDED SURVEY CONTROL
 DW0797
 DW0797  NGVD 29 (??/??/??)  248.806  (m)          816.29   (f) ADJUSTED    2 0
 DW0797
 DW0797.Superseded values are not recommended for survey control.
 DW0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0797.See file dsdata.txt to determine how the superseded data were derived.
 DW0797
 DW0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT403243(NAD 83)
 DW0797_MARKER: DD = SURVEY DISK
 DW0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0797_STAMPING: 380+1360+200 1949
 DW0797_MARK LOGO: AZHD  
 DW0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0797+STABILITY: SURFACE MOTION
 DW0797
 DW0797  HISTORY     - Date     Condition        Report By
 DW0797  HISTORY     - 1949     MONUMENTED       AZHD
 DW0797  HISTORY     - 1962     GOOD             NGS
 DW0797  HISTORY     - 1965     GOOD             AMS
 DW0797  HISTORY     - 1981     POOR             NGS
 DW0797
 DW0797                          STATION DESCRIPTION
 DW0797
 DW0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0797'7.7 MI E FROM EHRENBERG.
 DW0797'ABOUT 7.6 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0797'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0797'0.1 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 60, 0.05 MILE SOUTH OF
 DW0797'THE OLD HIGHWAY, 203 FEET NORTH OF THE NEW HIGHWAY, 68 FEET
 DW0797'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE BUILDING,
 DW0797'1.9 FEET EAST OF A RIGHT OF WAY MARKER, 2.3 FEET WEST OF A METAL
 DW0797'WITNESS POST, ABOUT 30 FEET ABOVE THE LEVEL OF THE NEW HIGHWAY,
 DW0797'AN A.H.D. DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DW0797'GROUND.
 DW0797
 DW0797                          STATION RECOVERY (1965)
 DW0797
 DW0797'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0797'RECOVERED IN GOOD CONDITION.
 DW0797
 DW0797                          STATION RECOVERY (1981)
 DW0797
 DW0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0797'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0232 ***********************************************************************
 ET0232  DESIGNATION -  3816
 ET0232  PID         -  ET0232
 ET0232  STATE/COUNTY-  AZ/YAVAPAI
 ET0232  USGS QUAD   -  CLEATOR (1974)
 ET0232
 ET0232                         *CURRENT SURVEY CONTROL
 ET0232  ___________________________________________________________________
 ET0232* NAD 83(1986)-  34 17 53.     (N)    112 07 34.     (W)     SCALED    
 ET0232* NAVD 88     -      1163.92   (+/-2cm)    3818.6    (feet)  VERTCON   
 ET0232  ___________________________________________________________________
 ET0232  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 ET0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0232
 ET0232.The horizontal coordinates were scaled from a topographic map and have
 ET0232.an estimated accuracy of +/- 6 seconds.
 ET0232
 ET0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0232.The vertical order pertains to the NGVD 29 superseded value.
 ET0232
 ET0232.The geoid height was determined by GEOID03.
 ET0232
 ET0232;                    North         East    Units  Estimated Accuracy
 ET0232;SPC AZ C     -   365,730.      194,080.      MT  (+/- 180 meters Scaled)
 ET0232
 ET0232                          SUPERSEDED SURVEY CONTROL
 ET0232
 ET0232  NGVD 29 (??/??/92) 1163.235  (m)         3816.38   (f) ADJ UNCH    2 0
 ET0232
 ET0232.Superseded values are not recommended for survey control.
 ET0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0232.See file dsdata.txt to determine how the superseded data were derived.
 ET0232
 ET0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963957(NAD 83)
 ET0232_MARKER: DZ = AZIMUTH MARK DISK
 ET0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0232_SP_SET: BRIDGE
 ET0232_STAMPING: 3816.30 3128.00 1950
 ET0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0232
 ET0232  HISTORY     - Date     Condition        Report By
 ET0232  HISTORY     - 1950     MONUMENTED       AZDT
 ET0232  HISTORY     - 1958     GOOD             NGS
 ET0232  HISTORY     - 1974     GOOD             USGS
 ET0232
 ET0232                          STATION DESCRIPTION
 ET0232
 ET0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ET0232'17.75 MI N FROM BLACK CANYON.
 ET0232'17.75 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0232'CANYON, 0.5 MILE SOUTH OF MILEPOST NUMBER 261, 27 FEET EAST OF THE
 ET0232'CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF
 ET0232'A CONCRETE BRIDGE.
 ET0232
 ET0232                          STATION RECOVERY (1974)
 ET0232
 ET0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0232'17.75 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE IN BLACK
 ET0232'CANYON CITY, 0.5 MILE SOUTH OF MILEPOST NUMBER 261, 27 FEET EAST OF
 ET0232'THE CENTER OF THE NORTHBOUND LANES, CEMENTED IN THE CENTER OF THE
 ET0232'EAST HEADWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0322 ***********************************************************************
 DU0322  DESIGNATION -  384+00
 DU0322  PID         -  DU0322
 DU0322  STATE/COUNTY-  AZ/GILA
 DU0322  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0322
 DU0322                         *CURRENT SURVEY CONTROL
 DU0322  ___________________________________________________________________
 DU0322* NAD 83(1986)-  33 46 34.     (N)    110 30 17.     (W)     SCALED    
 DU0322* NAVD 88     -      1408.280  (meters)    4620.33   (feet)  ADJUSTED  
 DU0322  ___________________________________________________________________
 DU0322  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DU0322  DYNAMIC HT  -        1406.343 (meters)    4613.98  (feet)  COMP
 DU0322  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 DU0322
 DU0322  VERT ORDER  -  FIRST     CLASS II
 DU0322
 DU0322.The horizontal coordinates were scaled from a topographic map and have
 DU0322.an estimated accuracy of +/- 6 seconds.
 DU0322
 DU0322.The orthometric height was determined by differential leveling
 DU0322.and adjusted in June 1991.
 DU0322
 DU0322.The geoid height was determined by GEOID03.
 DU0322
 DU0322.The dynamic height is computed by dividing the NAVD 88
 DU0322.geopotential number by the normal gravity value computed on the
 DU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0322.degrees latitude (g = 980.6199 gals.).
 DU0322
 DU0322.The modeled gravity was interpolated from observed gravity values.
 DU0322
 DU0322;                    North         East    Units  Estimated Accuracy
 DU0322;SPC AZ E     -   307,870.      182,050.      MT  (+/- 180 meters Scaled)
 DU0322
 DU0322                          SUPERSEDED SURVEY CONTROL
 DU0322
 DU0322  NGVD 29 (??/??/92) 1407.638  (m)         4618.23   (f) ADJ UNCH    1 2
 DU0322
 DU0322.Superseded values are not recommended for survey control.
 DU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0322.See file dsdata.txt to determine how the superseded data were derived.
 DU0322
 DU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC458374(NAD 83)
 DU0322_MARKER: DD = SURVEY DISK
 DU0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0322_SP_SET: CATTLE GUARD
 DU0322_STAMPING: 384+00 4229.38 60
 DU0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0322
 DU0322  HISTORY     - Date     Condition        Report By
 DU0322  HISTORY     - UNK      MONUMENTED       AZHD
 DU0322  HISTORY     - 1960     GOOD             NGS
 DU0322  HISTORY     - 1979     GOOD             NGS
 DU0322
 DU0322                          STATION DESCRIPTION
 DU0322
 DU0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0322'1.7 MI N FROM SENECA.
 DU0322'ABOUT 1.7 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0322'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA IN THE
 DU0322'CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A CATTLE GUARD, 23
 DU0322'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE
 DU0322'THE LEVEL OF THE HIGHWAY.
 DU0322
 DU0322                          STATION RECOVERY (1979)
 DU0322
 DU0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0322'4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0322'IN SALT RIVER CANYON, 0.2 MILE SOUTHWEST OF MILE POST 289, SET IN
 DU0322'THE TOP OF THE WEST HEADWALL OF AN ABANDONED CATTLE GUARD, 23 FEET
 DU0322'WEST OF THE CENTERLINE OF THE HIGHWAY AND 12 FEET SOUTH OF THE SOUTH
 DU0322'END OF A STEEL GUARD RAIL.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0322'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0322'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0245 ***********************************************************************
 GP0245  DESIGNATION -  3844.58
 GP0245  PID         -  GP0245
 GP0245  STATE/COUNTY-  AZ/COCONINO
 GP0245  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0245
 GP0245                         *CURRENT SURVEY CONTROL
 GP0245  ___________________________________________________________________
 GP0245* NAD 83(1986)-  36 46 36.     (N)    111 41 47.     (W)     SCALED    
 GP0245* NAVD 88     -      1168.99   (+/-2cm)    3835.3    (feet)  VERTCON   
 GP0245  ___________________________________________________________________
 GP0245  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GP0245  VERT ORDER  -  ? (See Below)
 GP0245
 GP0245.The horizontal coordinates were scaled from a topographic map and have
 GP0245.an estimated accuracy of +/- 6 seconds.
 GP0245
 GP0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0245.The vertical order pertains to the NGVD 29 superseded value.
 GP0245
 GP0245.The geoid height was determined by GEOID03.
 GP0245
 GP0245;                    North         East    Units  Estimated Accuracy
 GP0245;SPC AZ C     -   640,710.      233,020.      MT  (+/- 180 meters Scaled)
 GP0245
 GP0245                          SUPERSEDED SURVEY CONTROL
 GP0245
 GP0245  NGVD 29 (??/??/92) 1168.097  (m)         3832.33   (f) ADJ UNCH    ?  
 GP0245
 GP0245.Superseded values are not recommended for survey control.
 GP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0245.See file dsdata.txt to determine how the superseded data were derived.
 GP0245
 GP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF378703(NAD 83)
 GP0245_MARKER: DD = SURVEY DISK
 GP0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0245_SP_SET: CULVERT
 GP0245_STAMPING: 3844.58 270+81.6 1933
 GP0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0245
 GP0245  HISTORY     - Date     Condition        Report By
 GP0245  HISTORY     - 1933     MONUMENTED       AZHD
 GP0245  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0245
 GP0245                          STATION DESCRIPTION
 GP0245
 GP0245'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0245'4.6 MI SW FROM MARBLE CANYON.
 GP0245'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0245'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 4-FOOT CORRUGATED-IRON
 GP0245'PIPE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 GP0245'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0245'3844.58 270+81.6 1933.
 GP0245
 GP0245                          STATION RECOVERY (1993)
 GP0245
 GP0245'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0325 ***********************************************************************
 ET0325  DESIGNATION -  3845
 ET0325  PID         -  ET0325
 ET0325  STATE/COUNTY-  AZ/YAVAPAI
 ET0325  USGS QUAD   -  HILLSIDE (1969)
 ET0325
 ET0325                         *CURRENT SURVEY CONTROL
 ET0325  ___________________________________________________________________
 ET0325* NAD 83(1986)-  34 25 01.     (N)    112 55 01.     (W)     SCALED    
 ET0325* NAVD 88     -      1175.254  (meters)    3855.81   (feet)  POSTED    
 ET0325  ___________________________________________________________________
 ET0325  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 ET0325  DYNAMIC HT  -        1173.750 (meters)    3850.88  (feet)  COMP
 ET0325  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 ET0325
 ET0325  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0325
 ET0325.The horizontal coordinates were scaled from a topographic map and have
 ET0325.an estimated accuracy of +/- 6 seconds.
 ET0325
 ET0325.The orthometric height was determined by differential leveling
 ET0325.and adjusted in November 2005.
 ET0325.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0325.rate of 1.1 thru 2.0 mm/km.
 ET0325
 ET0325.The geoid height was determined by GEOID03.
 ET0325
 ET0325.The dynamic height is computed by dividing the NAVD 88
 ET0325.geopotential number by the normal gravity value computed on the
 ET0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0325.degrees latitude (g = 980.6199 gals.).
 ET0325
 ET0325.The modeled gravity was interpolated from observed gravity values.
 ET0325
 ET0325;                    North         East    Units  Estimated Accuracy
 ET0325;SPC AZ C     -   379,350.      121,410.      MT  (+/- 180 meters Scaled)
 ET0325
 ET0325                          SUPERSEDED SURVEY CONTROL
 ET0325
 ET0325  NGVD 29 (??/??/92) 1174.486  (m)         3853.29   (f) ADJ UNCH    1 2
 ET0325
 ET0325.Superseded values are not recommended for survey control.
 ET0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0325.See file dsdata.txt to determine how the superseded data were derived.
 ET0325
 ET0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD238100(NAD 83)
 ET0325_MARKER: P = PIPE CAP
 ET0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0325_STAMPING: 3845 PRSCT
 ET0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0325
 ET0325  HISTORY     - Date     Condition        Report By
 ET0325  HISTORY     - UNK      MONUMENTED       USGS
 ET0325  HISTORY     - 1950     GOOD             NGS
 ET0325  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0325
 ET0325                          STATION DESCRIPTION
 ET0325
 ET0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0325'IN HILLSIDE.
 ET0325'AT HILLSIDE, 8.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 ET0325'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 6.5 FEET SOUTHEAST OF
 ET0325'THE NORTHEAST CORNER, 20.7 FEET SOUTH OF THE SOUTH RAIL, AND RIVETED
 ET0325'ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE ASPHALT SURFACE.
 ET0325
 ET0325                          STATION RECOVERY (2008)
 ET0325
 ET0325'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0325'THE RAILROAD STATION NO LONGER EXISTS. THERE IS NO INDICATION OF IT'S
 ET0325'FORMER LOCATION. THERE IS NO ASPHALT SURFACE IN THE AREA. ASSUMED
 ET0325'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0134 ***********************************************************************
 CG0134  DESIGNATION -  3847
 CG0134  PID         -  CG0134
 CG0134  STATE/COUNTY-  AZ/COCHISE
 CG0134  USGS QUAD   -  FAIRBANK (1952)
 CG0134
 CG0134                         *CURRENT SURVEY CONTROL
 CG0134  ___________________________________________________________________
 CG0134* NAD 83(1986)-  31 43 20.     (N)    110 11 15.     (W)     SCALED    
 CG0134* NAVD 88     -      1177.03   (+/-2cm)    3861.6    (feet)  VERTCON   
 CG0134  ___________________________________________________________________
 CG0134  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0134
 CG0134.The horizontal coordinates were scaled from a topographic map and have
 CG0134.an estimated accuracy of +/- 6 seconds.
 CG0134
 CG0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0134.The vertical order pertains to the NGVD 29 superseded value.
 CG0134
 CG0134.The geoid height was determined by GEOID03.
 CG0134
 CG0134;                    North         East    Units  Estimated Accuracy
 CG0134;SPC AZ E     -    80,070.      211,390.      MT  (+/- 180 meters Scaled)
 CG0134
 CG0134                          SUPERSEDED SURVEY CONTROL
 CG0134
 CG0134  NGVD 29 (??/??/92) 1176.229  (m)         3859.01   (f) ADJ UNCH    2 0
 CG0134
 CG0134.Superseded values are not recommended for survey control.
 CG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0134.See file dsdata.txt to determine how the superseded data were derived.
 CG0134
 CG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA769099(NAD 83)
 CG0134_MARKER: DD = SURVEY DISK
 CG0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0134_SP_SET: TREE BASE
 CG0134_STAMPING: 3847
 CG0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0134
 CG0134  HISTORY     - Date     Condition        Report By
 CG0134  HISTORY     - UNK      MONUMENTED       USGS
 CG0134  HISTORY     - 1934     GOOD             NGS
 CG0134  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CG0134
 CG0134                          STATION DESCRIPTION
 CG0134
 CG0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0134'IN FAIRBANK.
 CG0134'AT FAIRBANK, COCHISE COUNTY, 38 FEET NORTH OF THE CENTERLINE OF U. S.
 CG0134'HIGHWAY 80, 15 FEET EAST OF THE WEST CORNER OF AN OLD ADOBE HOUSE, AND
 CG0134'AT THE BASE OF A SMALL TREE.  A UNITED STATES GEOLOGICAL SURVEY
 CG0134'STANDARD CAP, STAMPED 3847 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 CG0134'PIPE.
 CG0134
 CG0134                          STATION RECOVERY (1998)
 CG0134
 CG0134'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0340 ***********************************************************************
 CY0340  DESIGNATION -  3847+00
 CY0340  PID         -  CY0340
 CY0340  STATE/COUNTY-  AZ/COCHISE
 CY0340  USGS QUAD   -  OLGA (1974)
 CY0340
 CY0340                         *CURRENT SURVEY CONTROL
 CY0340  ___________________________________________________________________
 CY0340* NAD 83(1986)-  32 17 38.     (N)    109 20 17.     (W)     SCALED    
 CY0340* NAVD 88     -      1102.933  (meters)    3618.54   (feet)  ADJUSTED  
 CY0340  ___________________________________________________________________
 CY0340  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0340  DYNAMIC HT  -        1101.309 (meters)    3613.21  (feet)  COMP
 CY0340  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 CY0340
 CY0340  VERT ORDER  -  FIRST     CLASS II
 CY0340
 CY0340.The horizontal coordinates were scaled from a topographic map and have
 CY0340.an estimated accuracy of +/- 6 seconds.
 CY0340
 CY0340.The orthometric height was determined by differential leveling
 CY0340.and adjusted in June 1991.
 CY0340
 CY0340.The geoid height was determined by GEOID03.
 CY0340
 CY0340.The dynamic height is computed by dividing the NAVD 88
 CY0340.geopotential number by the normal gravity value computed on the
 CY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0340.degrees latitude (g = 980.6199 gals.).
 CY0340
 CY0340.The modeled gravity was interpolated from observed gravity values.
 CY0340
 CY0340;                    North         East    Units  Estimated Accuracy
 CY0340;SPC AZ E     -   143,750.      291,400.      MT  (+/- 180 meters Scaled)
 CY0340
 CY0340                          SUPERSEDED SURVEY CONTROL
 CY0340
 CY0340  NGVD 29 (??/??/92) 1102.223  (m)         3616.21   (f) ADJ UNCH    1 2
 CY0340
 CY0340.Superseded values are not recommended for survey control.
 CY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0340.See file dsdata.txt to determine how the superseded data were derived.
 CY0340
 CY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA564742(NAD 83)
 CY0340_MARKER: DD = SURVEY DISK
 CY0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0340_SP_SET: CULVERT
 CY0340_STAMPING: 3847-00 3616.87 1940
 CY0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0340
 CY0340  HISTORY     - Date     Condition        Report By
 CY0340  HISTORY     - 1940     MONUMENTED       AZHD
 CY0340  HISTORY     - 1960     GOOD             NGS
 CY0340  HISTORY     - 1979     GOOD             NGS
 CY0340
 CY0340                          STATION DESCRIPTION
 CY0340
 CY0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0340'7.8 MI W FROM SAN SIMON.
 CY0340'7.8 MILES WEST OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON STATE
 CY0340'HIGHWAY 86-INTERSTATE HIGHWAY 10, 0.25 MILE EAST OF MILEPOST 360, 18
 CY0340'FEET SOUTH OF CENTER OF HIGHWAY, 0.5 FEET HIGHER THAN HIGHWAY, SET IN
 CY0340'SOUTH HEADWALL.
 CY0340
 CY0340                          STATION RECOVERY (1979)
 CY0340
 CY0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0340'11.3 KILOMETERS (7.0 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0340'SAN SIMON HIGH SCHOOL AT SAN SIMON, SET IN THE TOP AND CENTER OF THE
 CY0340'SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER THE OLD HIGHWAY, 3-1/2
 CY0340'TELEPHONE POLES EAST OF A RAILROAD BRIDGE, 5.7 METERS (18.5 FEET)
 CY0340'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2.1 METERS (7.2 FEET)
 CY0340'WEST OF THE EAST END OF THE HEADWALL.
 CY0340'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0541 ***********************************************************************
 CZ0541  DESIGNATION -  385+14.0
 CZ0541  PID         -  CZ0541
 CZ0541  STATE/COUNTY-  AZ/PIMA
 CZ0541  USGS QUAD   -  JAYNES (1992)
 CZ0541
 CZ0541                         *CURRENT SURVEY CONTROL
 CZ0541  ___________________________________________________________________
 CZ0541* NAD 83(1986)-  32 20 45.     (N)    111 04 18.     (W)     SCALED    
 CZ0541* NAVD 88     -       666.285  (meters)    2185.97   (feet)  ADJUSTED  
 CZ0541  ___________________________________________________________________
 CZ0541  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0541  DYNAMIC HT  -         665.387 (meters)    2183.02  (feet)  COMP
 CZ0541  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 CZ0541
 CZ0541  VERT ORDER  -  FIRST     CLASS II
 CZ0541
 CZ0541.The horizontal coordinates were scaled from a topographic map and have
 CZ0541.an estimated accuracy of +/- 6 seconds.
 CZ0541
 CZ0541.The orthometric height was determined by differential leveling
 CZ0541.and adjusted in June 1991.
 CZ0541
 CZ0541.The geoid height was determined by GEOID03.
 CZ0541
 CZ0541.The dynamic height is computed by dividing the NAVD 88
 CZ0541.geopotential number by the normal gravity value computed on the
 CZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0541.degrees latitude (g = 980.6199 gals.).
 CZ0541
 CZ0541.The modeled gravity was interpolated from observed gravity values.
 CZ0541
 CZ0541;                    North         East    Units  Estimated Accuracy
 CZ0541;SPC AZ C     -   149,530.      292,900.      MT  (+/- 180 meters Scaled)
 CZ0541
 CZ0541                          SUPERSEDED SURVEY CONTROL
 CZ0541
 CZ0541  NGVD 29 (??/??/92)  665.622  (m)         2183.79   (f) ADJ UNCH    1 2
 CZ0541
 CZ0541.Superseded values are not recommended for survey control.
 CZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0541.See file dsdata.txt to determine how the superseded data were derived.
 CZ0541
 CZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA932787(NAD 83)
 CZ0541_MARKER: DD = SURVEY DISK
 CZ0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0541_SP_SET: CURB
 CZ0541_STAMPING: 2184.26 1930 385+14.0
 CZ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0541+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0541
 CZ0541  HISTORY     - Date     Condition        Report By
 CZ0541  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0541  HISTORY     - 1951     GOOD             NGS
 CZ0541  HISTORY     - 1960     GOOD             NGS
 CZ0541  HISTORY     - 1980     GOOD             NGS
 CZ0541  HISTORY     - 19970309 MARK NOT FOUND   USPSQD
 CZ0541  HISTORY     - 20060316 GOOD             USPSQD
 CZ0541
 CZ0541                          STATION DESCRIPTION
 CZ0541
 CZ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0541'1.3 MI SE FROM CORTARO.
 CZ0541'1.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0541'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0541'SOUTHEAST OF T JUNCTION OF MASSINGALE ROAD WHICH LEADS NORTHEAST, AT
 CZ0541'RAILROAD MILEAGE 973.46, IN TOP OF THE APPROXIMATE CENTER OF THE
 CZ0541'NORTHEAST CONCRETE CURBING OF A SMALL HIGHWAY BRIDGE, 16 1/2 FEET
 CZ0541'NORTHEAST OF THE HIGHWAY CENTERLINE AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0541
 CZ0541                          STATION RECOVERY (1960)
 CZ0541
 CZ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0541'RECOVERED IN GOOD CONDITION.
 CZ0541
 CZ0541                          STATION RECOVERY (1980)
 CZ0541
 CZ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0541'16.9 KILOMETERS (10.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0541'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0541'SOUTHEAST OF THE CROSSING OF MASSINGALE ROAD, SET IN THE TOP AND
 CZ0541'CENTER OF THE NORTHEAST HEADWALL OF A 3-CHANNEL BOX CULVERT UNDER
 CZ0541'THE FRONTAGE ROAD (OLD U. S. HIGHWAY), 36.9 METERS (121 FEET)
 CZ0541'SOUTHWEST OF THE SOUTHWEST RAIL AND 4.9 METERS (16 FEET) NORTHEAST
 CZ0541'OF THE CENTERLINE OF THE FRONTAGE ROAD.  THE OLD STAMPING WAS
 CZ0541'2184.26 1930 385+14.0.
 CZ0541'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ0541
 CZ0541                          STATION RECOVERY (1997)
 CZ0541
 CZ0541'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0541'MARK NOT FOUND.
 CZ0541
 CZ0541                          STATION RECOVERY (2006)
 CZ0541
 CZ0541'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0246 ***********************************************************************
 GP0246  DESIGNATION -  3859.50
 GP0246  PID         -  GP0246
 GP0246  STATE/COUNTY-  AZ/COCONINO
 GP0246  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0246
 GP0246                         *CURRENT SURVEY CONTROL
 GP0246  ___________________________________________________________________
 GP0246* NAD 83(1986)-  36 46 19.     (N)    111 42 02.     (W)     SCALED    
 GP0246* NAVD 88     -      1173.539  (meters)    3850.19   (feet)  POSTED    
 GP0246  ___________________________________________________________________
 GP0246  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0246  DYNAMIC HT  -        1172.190 (meters)    3845.76  (feet)  COMP
 GP0246  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 GP0246
 GP0246  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0246
 GP0246.The horizontal coordinates were scaled from a topographic map and have
 GP0246.an estimated accuracy of +/- 6 seconds.
 GP0246
 GP0246.The orthometric height was determined by differential leveling
 GP0246.and adjusted by the  in 1992.
 GP0246.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0246.rate of 0.0 thru 1.0 mm/km.
 GP0246
 GP0246.The geoid height was determined by GEOID03.
 GP0246
 GP0246.The dynamic height is computed by dividing the NAVD 88
 GP0246.geopotential number by the normal gravity value computed on the
 GP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0246.degrees latitude (g = 980.6199 gals.).
 GP0246
 GP0246.The modeled gravity was interpolated from observed gravity values.
 GP0246
 GP0246;                    North         East    Units  Estimated Accuracy
 GP0246;SPC AZ C     -   640,190.      232,650.      MT  (+/- 180 meters Scaled)
 GP0246
 GP0246                          SUPERSEDED SURVEY CONTROL
 GP0246
 GP0246  NGVD 29 (??/??/92) 1172.644  (m)         3847.25   (f) ADJ UNCH    1 2
 GP0246
 GP0246.Superseded values are not recommended for survey control.
 GP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0246.See file dsdata.txt to determine how the superseded data were derived.
 GP0246
 GP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF374698(NAD 83)
 GP0246_MARKER: DD = SURVEY DISK
 GP0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0246_SP_SET: CULVERT
 GP0246_STAMPING: 3859.50 285+99.9 1933
 GP0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0246
 GP0246  HISTORY     - Date     Condition        Report By
 GP0246  HISTORY     - 1933     MONUMENTED       AZHD
 GP0246  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0246
 GP0246                          STATION DESCRIPTION
 GP0246
 GP0246'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0246'5.0 MI SW FROM MARBLE CANYON.
 GP0246'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0246'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 3-FOOT CORRUGATED-IRON
 GP0246'PIPE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 GP0246'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0246'3859.50 285+99.9 1933.
 GP0246
 GP0246                          STATION RECOVERY (1993)
 GP0246
 GP0246'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0506 ***********************************************************************
 CZ0506  DESIGNATION -  386+70
 CZ0506  PID         -  CZ0506
 CZ0506  STATE/COUNTY-  AZ/PIMA
 CZ0506  USGS QUAD   -  MARANA (1992)
 CZ0506
 CZ0506                         *CURRENT SURVEY CONTROL
 CZ0506  ___________________________________________________________________
 CZ0506* NAD 83(1986)-  32 25 47.     (N)    111 10 13.     (W)     SCALED    
 CZ0506* NAVD 88     -       620.053  (meters)    2034.29   (feet)  ADJUSTED  
 CZ0506  ___________________________________________________________________
 CZ0506  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0506  DYNAMIC HT  -         619.236 (meters)    2031.61  (feet)  COMP
 CZ0506  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 CZ0506
 CZ0506  VERT ORDER  -  FIRST     CLASS II
 CZ0506
 CZ0506.The horizontal coordinates were scaled from a topographic map and have
 CZ0506.an estimated accuracy of +/- 6 seconds.
 CZ0506
 CZ0506.The orthometric height was determined by differential leveling
 CZ0506.and adjusted in June 1991.
 CZ0506
 CZ0506.The geoid height was determined by GEOID03.
 CZ0506
 CZ0506.The dynamic height is computed by dividing the NAVD 88
 CZ0506.geopotential number by the normal gravity value computed on the
 CZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0506.degrees latitude (g = 980.6199 gals.).
 CZ0506
 CZ0506.The modeled gravity was interpolated from observed gravity values.
 CZ0506
 CZ0506;                    North         East    Units  Estimated Accuracy
 CZ0506;SPC AZ C     -   158,760.      283,550.      MT  (+/- 180 meters Scaled)
 CZ0506
 CZ0506                          SUPERSEDED SURVEY CONTROL
 CZ0506
 CZ0506  NGVD 29 (??/??/92)  619.440  (m)         2032.28   (f) ADJ UNCH    1 2
 CZ0506
 CZ0506.Superseded values are not recommended for survey control.
 CZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0506.See file dsdata.txt to determine how the superseded data were derived.
 CZ0506
 CZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839880(NAD 83)
 CZ0506_MARKER: DD = SURVEY DISK
 CZ0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0506_SP_SET: CULVERT
 CZ0506_STAMPING: 2032.45 386+70 1931
 CZ0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0506+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0506
 CZ0506  HISTORY     - Date     Condition        Report By
 CZ0506  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0506  HISTORY     - 1951     GOOD             NGS
 CZ0506  HISTORY     - 1980     GOOD             NGS
 CZ0506  HISTORY     - 19960207 GOOD             USPSQD
 CZ0506  HISTORY     - 20041216 GOOD             NGS
 CZ0506  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0506
 CZ0506                          STATION DESCRIPTION
 CZ0506
 CZ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0506'1.6 MI NW FROM RILLITO.
 CZ0506'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0506'RAILROAD FROM THE RAILROAD STATION AT RILLITO, 3 MILES SOUTHEAST OF
 CZ0506'THE POST OFFICE AT MARANA, 5 POLES SOUTHEAST OF MILE POLE 965, IN THE
 CZ0506'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A
 CZ0506'DOUBLE BOX TYPE HIGHWAY CULVERT, 61 FEET SOUTH OF AND ACROSS THE
 CZ0506'HIGHWAY FROM TELEGRAPH POLE NUMBER 11590, 32.8 FEET NORTHEAST OF (BM
 CZ0506'MARANA AZIMUTH NO. 3 USC AND GS), 16 1/2 FEET NORTHEAST OF THE CENTER
 CZ0506'LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1
 CZ0506'FOOT HIGHER THAN THE HIGHWAY.
 CZ0506
 CZ0506                          STATION RECOVERY (1980)
 CZ0506
 CZ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0506'30.2 KILOMETERS (18.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0506'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP AND CENTER OF
 CZ0506'THE NORTHEAST HEADWALL OF THE FIRST DOUBLE BOX CULVERT UNDER THE
 CZ0506'FRONTAGE ROAD (OLD U. S. HIGHWAY 84) NORTHWEST OF RAILROAD BRIDGE
 CZ0506'965.35, 5.0 METERS (16.4 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD
 CZ0506'AND 2.1 METERS (6.9 FEET) NORTHWEST OF THE SOUTHEAST END OF THE
 CZ0506'HEADWALL.
 CZ0506'THE MARK IS 0.1 M ABOVE THE ROAD.
 CZ0506
 CZ0506                          STATION RECOVERY (1996)
 CZ0506
 CZ0506'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0506'RECOVERED IN GOOD CONDITION.
 CZ0506
 CZ0506                          STATION RECOVERY (2004)
 CZ0506
 CZ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0506'SOUTHERN PACIFIC RAILROAD IS NOW UNION PACIFIC.  OLD AZ 84 IS NOW NE
 CZ0506'SIDE FRONTAGE ROAD FOR INTERSTATE 10.
 CZ0506
 CZ0506                          STATION RECOVERY (2006)
 CZ0506
 CZ0506'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0096 ***********************************************************************
 GP0096  DESIGNATION -  3862.06
 GP0096  PID         -  GP0096
 GP0096  STATE/COUNTY-  AZ/COCONINO
 GP0096  USGS QUAD   -  PAGE (1985)
 GP0096
 GP0096                         *CURRENT SURVEY CONTROL
 GP0096  ___________________________________________________________________
 GP0096* NAD 83(1986)-  36 56 16.     (N)    111 29 40.     (W)     SCALED    
 GP0096* NAVD 88     -      1177.984  (meters)    3864.77   (feet)  ADJUSTED  
 GP0096  ___________________________________________________________________
 GP0096  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0096  DYNAMIC HT  -        1176.659 (meters)    3860.42  (feet)  COMP
 GP0096  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 GP0096
 GP0096  VERT ORDER  -  FIRST     CLASS II
 GP0096
 GP0096.The horizontal coordinates were scaled from a topographic map and have
 GP0096.an estimated accuracy of +/- 6 seconds.
 GP0096
 GP0096.The orthometric height was determined by differential leveling
 GP0096.and adjusted in June 1991.
 GP0096
 GP0096.The geoid height was determined by GEOID03.
 GP0096
 GP0096.The dynamic height is computed by dividing the NAVD 88
 GP0096.geopotential number by the normal gravity value computed on the
 GP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0096.degrees latitude (g = 980.6199 gals.).
 GP0096
 GP0096.The modeled gravity was interpolated from observed gravity values.
 GP0096
 GP0096;                    North         East    Units  Estimated Accuracy
 GP0096;SPC AZ C     -   658,650.      250,970.      MT  (+/- 180 meters Scaled)
 GP0096
 GP0096                          SUPERSEDED SURVEY CONTROL
 GP0096
 GP0096  NGVD 29 (??/??/92) 1177.116  (m)         3861.92   (f) ADJ UNCH    1 2
 GP0096
 GP0096.Superseded values are not recommended for survey control.
 GP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0096.See file dsdata.txt to determine how the superseded data were derived.
 GP0096
 GP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF559880(NAD 83)
 GP0096_MARKER: DD = SURVEY DISK
 GP0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0096_SP_SET: CATTLE GURAD
 GP0096_STAMPING: 3881.74 3862.06 61
 GP0096_MARK LOGO: AZHD  
 GP0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0096
 GP0096  HISTORY     - Date     Condition        Report By
 GP0096  HISTORY     - UNK      MONUMENTED       AZHD
 GP0096  HISTORY     - 1962     GOOD             NGS
 GP0096  HISTORY     - 1983     GOOD             NGS
 GP0096
 GP0096                          STATION DESCRIPTION
 GP0096
 GP0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0096'0.6 MI W FROM PAGE.
 GP0096'ABOUT 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0096'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  138 FEET SOUTHWEST OF THE
 GP0096'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 GP0096'NORTHWEST CONCRETE HEADWALL OF A CATTLE GUARD, 15 FEET NORTHWEST OF
 GP0096'THE CENTER OF THE CATTLE GUARD, 1.0 FOOT ABOVE THE LEVEL OF THE STEEL
 GP0096'PART OF THE CATTLE GUARD, AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GP0096
 GP0096                          STATION RECOVERY (1983)
 GP0096
 GP0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0096'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 GP0096'STAMPING IS NOT 3862.06 3881.74 61, IT IS 3862.06 1547X30 61.  HOWEVER
 GP0096'ALL MEASUREMENTS MATCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0789 ***********************************************************************
 CG0789  DESIGNATION -  3867.4
 CG0789  PID         -  CG0789
 CG0789  STATE/COUNTY-  AZ/PIMA
 CG0789  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0789
 CG0789                         *CURRENT SURVEY CONTROL
 CG0789  ___________________________________________________________________
 CG0789* NAD 83(1986)-  31 48 58.     (N)    111 33 23.     (W)     SCALED    
 CG0789* NAVD 88     -      1179.40   (+/-2cm)    3869.4    (feet)  VERTCON   
 CG0789  ___________________________________________________________________
 CG0789  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0789
 CG0789.The horizontal coordinates were scaled from a topographic map and have
 CG0789.an estimated accuracy of +/- 6 seconds.
 CG0789
 CG0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0789.The vertical order pertains to the NGVD 29 superseded value.
 CG0789
 CG0789.The geoid height was determined by GEOID03.
 CG0789
 CG0789;                    North         East    Units  Estimated Accuracy
 CG0789;SPC AZ C     -    90,540.      247,470.      MT  (+/- 180 meters Scaled)
 CG0789
 CG0789                          SUPERSEDED SURVEY CONTROL
 CG0789
 CG0789  NGVD 29 (??/??/92) 1178.575  (m)         3866.71   (f) ADJ UNCH    2 0
 CG0789
 CG0789.Superseded values are not recommended for survey control.
 CG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0789.See file dsdata.txt to determine how the superseded data were derived.
 CG0789
 CG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA473201(NAD 83)
 CG0789_MARKER: Q = CHISELED SQUARE
 CG0789_SETTING: 0 = UNSPECIFIED SETTING
 CG0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0789
 CG0789  HISTORY     - Date     Condition        Report By
 CG0789  HISTORY     - UNK      MONUMENTED       USGS
 CG0789  HISTORY     - 1952     GOOD             NGS
 CG0789  HISTORY     - 1977     GOOD             USGS
 CG0789
 CG0789                          STATION DESCRIPTION
 CG0789
 CG0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0789'28.95 MI SW FROM THREE POINTS.
 CG0789'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL HOUSE AT THREE
 CG0789'POINTS, THENCE 20.4 MILES SOUTH ALONG SASABE ROAD, THENCE 7.75 MILES
 CG0789'WEST ALONG ELKHORN RANCH ROAD, THENCE 0.6 MILE WEST ALONG THE FRESNAL
 CG0789'TRAIL, ABOUT 80 FEET WEST OF THE JUNCTION OF WASHES LEADING EAST AND
 CG0789'WEST AND NORTHWEST, 24 FEET SOUTH OF THE CENTER OF THE RAIL, 11.4 FEET
 CG0789'NORTHWEST OF B.M. E 307, AND ABOUT 1 FOOT HIGHER THAN THE TRAIL.
 CG0789'NOTE-- PROBABLY ON THE TOP OF A LARGE BOULDER.
 CG0789
 CG0789                          STATION RECOVERY (1977)
 CG0789
 CG0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0789'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0098 ***********************************************************************
 GP0098  DESIGNATION -  3881.74
 GP0098  PID         -  GP0098
 GP0098  STATE/COUNTY-  AZ/COCONINO
 GP0098  USGS QUAD   -  PAGE (1985)
 GP0098
 GP0098                         *CURRENT SURVEY CONTROL
 GP0098  ___________________________________________________________________
 GP0098* NAD 83(1986)-  36 56 11.     (N)    111 29 29.     (W)     SCALED    
 GP0098* NAVD 88     -      1183.975  (meters)    3884.42   (feet)  ADJUSTED  
 GP0098  ___________________________________________________________________
 GP0098  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0098  DYNAMIC HT  -        1182.642 (meters)    3880.05  (feet)  COMP
 GP0098  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 GP0098
 GP0098  VERT ORDER  -  FIRST     CLASS II
 GP0098
 GP0098.The horizontal coordinates were scaled from a topographic map and have
 GP0098.an estimated accuracy of +/- 6 seconds.
 GP0098
 GP0098.The orthometric height was determined by differential leveling
 GP0098.and adjusted in June 1991.
 GP0098.WARNING-Repeat measurements at this control monument indicate possible
 GP0098.vertical movement.
 GP0098
 GP0098.The geoid height was determined by GEOID03.
 GP0098
 GP0098.The dynamic height is computed by dividing the NAVD 88
 GP0098.geopotential number by the normal gravity value computed on the
 GP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0098.degrees latitude (g = 980.6199 gals.).
 GP0098
 GP0098.The modeled gravity was interpolated from observed gravity values.
 GP0098
 GP0098;                    North         East    Units  Estimated Accuracy
 GP0098;SPC AZ C     -   658,500.      251,240.      MT  (+/- 180 meters Scaled)
 GP0098
 GP0098                          SUPERSEDED SURVEY CONTROL
 GP0098
 GP0098  NGVD 29 (??/??/92) 1183.112  (m)         3881.59   (f) ADJ UNCH    1 2
 GP0098
 GP0098.Superseded values are not recommended for survey control.
 GP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0098.See file dsdata.txt to determine how the superseded data were derived.
 GP0098
 GP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF562879(NAD 83)
 GP0098_MARKER: DD = SURVEY DISK
 GP0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0098_SP_SET: CATTLE GUARD
 GP0098_STAMPING: 3881.74 1537+33 61
 GP0098_MARK LOGO: AZHD  
 GP0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0098
 GP0098  HISTORY     - Date     Condition        Report By
 GP0098  HISTORY     - UNK      MONUMENTED       AZHD
 GP0098  HISTORY     - 1962     GOOD             NGS
 GP0098  HISTORY     - 1983     GOOD             NGS
 GP0098
 GP0098                          STATION DESCRIPTION
 GP0098
 GP0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0098'0.4 MI W FROM PAGE.
 GP0098'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 GP0098'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  100 FEET NORTH OF THE
 GP0098'CENTERLINE OF THE HIGHWAY, 23 FEET EAST OF THE CENTERLINE OF A CATTLE
 GP0098'GUARD, AT A LARGE METAL AND CONCRETE CATTLE GUARD ACROSS A GRAVEL ROAD
 GP0098'LEADING NORTH, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD, AND
 GP0098'SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL OF THE CATTLE
 GP0098'GUARD.
 GP0098
 GP0098                          STATION RECOVERY (1983)
 GP0098
 GP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0010 ***********************************************************************
 CG0010  DESIGNATION -  3883
 CG0010  PID         -  CG0010
 CG0010  STATE/COUNTY-  AZ/COCHISE
 CG0010  USGS QUAD   -  MESCAL (1983)
 CG0010
 CG0010                         *CURRENT SURVEY CONTROL
 CG0010  ___________________________________________________________________
 CG0010* NAD 83(1986)-  31 59 49.     (N)    110 23 22.     (W)     SCALED    
 CG0010* NAVD 88     -      1187.82   (+/-2cm)    3897.0    (feet)  VERTCON   
 CG0010  ___________________________________________________________________
 CG0010  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0010
 CG0010.The horizontal coordinates were scaled from a topographic map and have
 CG0010.an estimated accuracy of +/- 6 seconds.
 CG0010
 CG0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0010.The vertical order pertains to the NGVD 29 superseded value.
 CG0010
 CG0010.The geoid height was determined by GEOID03.
 CG0010
 CG0010;                    North         East    Units  Estimated Accuracy
 CG0010;SPC AZ E     -   110,550.      192,310.      MT  (+/- 180 meters Scaled)
 CG0010
 CG0010                          SUPERSEDED SURVEY CONTROL
 CG0010
 CG0010  NGVD 29 (??/??/92) 1187.014  (m)         3894.40   (f) ADJ UNCH    1 2
 CG0010
 CG0010.Superseded values are not recommended for survey control.
 CG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0010.See file dsdata.txt to determine how the superseded data were derived.
 CG0010
 CG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA576402(NAD 83)
 CG0010_MARKER: P = PIPE CAP
 CG0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0010_STAMPING: 3883 NOGLS 184 H 1907
 CG0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0010
 CG0010  HISTORY     - Date     Condition        Report By
 CG0010  HISTORY     - 1907     MONUMENTED       USGS
 CG0010  HISTORY     - 1952     GOOD             NGS
 CG0010
 CG0010                          STATION DESCRIPTION
 CG0010
 CG0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0010'2.7 MI E FROM MESCAL.
 CG0010'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0010'MESCAL, 0.3 MILE EAST OF MILE POLE 1026, 0.2 MILE WEST OF BLOCK SIGNAL
 CG0010'NUMBER 10266, 189.7 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE
 CG0010'HEADWALL OF A DOUBLE 4 FEET CORRUGATED METAL PIPE CULVERT, 52.8 FEET
 CG0010'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 45.2 FEET SOUTH OF THE SOUTH
 CG0010'RAIL, 36.6 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A POINT
 CG0010'UNDER THE SOUTH MOST TELEPHONE WIRE, 1.8 FEET NORTHEAST OF A WITNESS
 CG0010'POST, AND ABOUT 1 FOOT HIGHER THAN THE TRACK, AND RIVITED ON TOP OF A
 CG0010'3 INCH IRON PIPE PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0353 ***********************************************************************
 CY0353  DESIGNATION -  3883.10
 CY0353  PID         -  CY0353
 CY0353  STATE/COUNTY-  AZ/COCHISE
 CY0353  USGS QUAD   -  VANAR (1987)
 CY0353
 CY0353                         *CURRENT SURVEY CONTROL
 CY0353  ___________________________________________________________________
 CY0353* NAD 83(1986)-  32 14 19.     (N)    109 05 56.     (W)     SCALED    
 CY0353* NAVD 88     -      1184.11   (+/-2cm)    3884.9    (feet)  VERTCON   
 CY0353  ___________________________________________________________________
 CY0353  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CY0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0353
 CY0353.The horizontal coordinates were scaled from a topographic map and have
 CY0353.an estimated accuracy of +/- 6 seconds.
 CY0353
 CY0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0353.The vertical order pertains to the NGVD 29 superseded value.
 CY0353
 CY0353.The geoid height was determined by GEOID03.
 CY0353
 CY0353;                    North         East    Units  Estimated Accuracy
 CY0353;SPC AZ E     -   137,820.      313,990.      MT  (+/- 180 meters Scaled)
 CY0353
 CY0353                          SUPERSEDED SURVEY CONTROL
 CY0353
 CY0353  NGVD 29 (??/??/92) 1183.434  (m)         3882.65   (f) ADJ UNCH    2 0
 CY0353
 CY0353.Superseded values are not recommended for survey control.
 CY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0353.See file dsdata.txt to determine how the superseded data were derived.
 CY0353
 CY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA791684(NAD 83)
 CY0353_MARKER: DD = SURVEY DISK
 CY0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0353_SP_SET: CULVERT
 CY0353_STAMPING: 3883.10 (AHD) 4618-0 1948
 CY0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0353
 CY0353  HISTORY     - Date     Condition        Report By
 CY0353  HISTORY     - 1948     MONUMENTED       AZHD
 CY0353  HISTORY     - 1960     GOOD             NGS
 CY0353
 CY0353                          STATION DESCRIPTION
 CY0353
 CY0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0353'8.0 MI E FROM SAN SIMON.
 CY0353'8 MILES EAST OF THE POST OFFICE AT SAN SIMON, ARIZONA, (ONE BLOCK
 CY0353'NORTH OF HIGHWAY), ON STATE HIGHWAY 86-INTERSTATE HIGHWAY 10, 0.5 MILE
 CY0353'WEST OF MILEPOST 376, 20 FEET SOUTH OF CENTER OF HIGHWAY, 0.6 FOOT
 CY0353'HIGHER THAN HIGHWAY, SET IN SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0898 ***********************************************************************
 CZ0898  DESIGNATION -  3887
 CZ0898  PID         -  CZ0898
 CZ0898  STATE/COUNTY-  AZ/PIMA
 CZ0898  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0898
 CZ0898                         *CURRENT SURVEY CONTROL
 CZ0898  ___________________________________________________________________
 CZ0898* NAD 83(1986)-  32 28 06.     (N)    111 32 44.     (W)     SCALED    
 CZ0898* NAVD 88     -       652.77   (+/-2cm)    2141.6    (feet)  VERTCON   
 CZ0898  ___________________________________________________________________
 CZ0898  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0898
 CZ0898.The horizontal coordinates were scaled from a topographic map and have
 CZ0898.an estimated accuracy of +/- 6 seconds.
 CZ0898
 CZ0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0898.The vertical order pertains to the NGVD 29 superseded value.
 CZ0898
 CZ0898.The geoid height was determined by GEOID03.
 CZ0898
 CZ0898;                    North         East    Units  Estimated Accuracy
 CZ0898;SPC AZ C     -   162,860.      248,250.      MT  (+/- 180 meters Scaled)
 CZ0898
 CZ0898                          SUPERSEDED SURVEY CONTROL
 CZ0898
 CZ0898  NGVD 29 (??/??/92)  652.216  (m)         2139.81   (f) ADJ UNCH    2 0
 CZ0898
 CZ0898.Superseded values are not recommended for survey control.
 CZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0898.See file dsdata.txt to determine how the superseded data were derived.
 CZ0898
 CZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA487924(NAD 83)
 CZ0898_MARKER: P = PIPE CAP
 CZ0898_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0898_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0898_STAMPING: U.S.M.S. NO. 3887 3 G.M. 7
 CZ0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0898
 CZ0898  HISTORY     - Date     Condition        Report By
 CZ0898  HISTORY     - UNK      MONUMENTED       USMS
 CZ0898  HISTORY     - 1951     GOOD             NGS
 CZ0898
 CZ0898                          STATION DESCRIPTION
 CZ0898
 CZ0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0898'4.3 MI NE FROM SILVER BELL.
 CZ0898'4.3 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0898'CEMETERY, 25 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 CZ0898'FEET HIGHER THAN THE ROAD, AN IRON CAP SCREWED ON TOP OF A 1 INCH IRON
 CZ0898'PIPE WITH ROCKS PILED AROUND IT, AND PROJECTING 2 1/2 FEET ABOVE THE
 CZ0898'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0359 ***********************************************************************
 CZ0359  DESIGNATION -  3892+56.04
 CZ0359  PID         -  CZ0359
 CZ0359  STATE/COUNTY-  AZ/PINAL
 CZ0359  USGS QUAD   -  RED ROCK (1993)
 CZ0359
 CZ0359                         *CURRENT SURVEY CONTROL
 CZ0359  ___________________________________________________________________
 CZ0359* NAD 83(1986)-  32 32 32.     (N)    111 17 48.     (W)     SCALED    
 CZ0359* NAVD 88     -       582.64   (+/-2cm)    1911.5    (feet)  VERTCON   
 CZ0359  ___________________________________________________________________
 CZ0359  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0359
 CZ0359.The horizontal coordinates were scaled from a topographic map and have
 CZ0359.an estimated accuracy of +/- 6 seconds.
 CZ0359
 CZ0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0359.The vertical order pertains to the NGVD 29 superseded value.
 CZ0359
 CZ0359.The geoid height was determined by GEOID03.
 CZ0359
 CZ0359;                    North         East    Units  Estimated Accuracy
 CZ0359;SPC AZ C     -   171,160.      271,590.      MT  (+/- 180 meters Scaled)
 CZ0359
 CZ0359                          SUPERSEDED SURVEY CONTROL
 CZ0359
 CZ0359  NGVD 29 (??/??/92)  582.176  (m)         1910.02   (f) ADJ UNCH    2 0
 CZ0359
 CZ0359.Superseded values are not recommended for survey control.
 CZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0359.See file dsdata.txt to determine how the superseded data were derived.
 CZ0359
 CZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB721005(NAD 83)
 CZ0359_MARKER: DD = SURVEY DISK
 CZ0359_SETTING: 0 = UNSPECIFIED SETTING
 CZ0359_STAMPING: 3892+56.04 50
 CZ0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0359
 CZ0359  HISTORY     - Date     Condition        Report By
 CZ0359  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0359  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ0359  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0359  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0359
 CZ0359                          STATION DESCRIPTION
 CZ0359
 CZ0359'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CZ0359'2.9 MI SE FROM RED ROCK.
 CZ0359'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0359'STATION AT RED ROCK, PINAL COUNTY.  AN ARIZONA STATE HIGHWAY STANDARD
 CZ0359'DISK, PROBABLY STAMPED 3892+56.04 50.
 CZ0359
 CZ0359                          STATION RECOVERY (1977)
 CZ0359
 CZ0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0359'MARK NOT FOUND.
 CZ0359
 CZ0359                          STATION RECOVERY (1980)
 CZ0359
 CZ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0359'NOT RECOVERED, DESCRIPTION VAGUE ON LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1585 ***********************************************************************
 DV1585  DESIGNATION -  39 A
 DV1585  PID         -  DV1585
 DV1585  STATE/COUNTY-  AZ/LA PAZ
 DV1585  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1585
 DV1585                         *CURRENT SURVEY CONTROL
 DV1585  ___________________________________________________________________
 DV1585* NAD 83(1986)-  33 33 58.     (N)    113 20 36.     (W)     SCALED    
 DV1585* NAVD 88     -       416.70   (+/-2cm)    1367.1    (feet)  VERTCON   
 DV1585  ___________________________________________________________________
 DV1585  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1585
 DV1585.The horizontal coordinates were scaled from a topographic map and have
 DV1585.an estimated accuracy of +/- 6 seconds.
 DV1585
 DV1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1585.The vertical order pertains to the NGVD 29 superseded value.
 DV1585
 DV1585.The geoid height was determined by GEOID03.
 DV1585
 DV1585;                    North         East    Units  Estimated Accuracy
 DV1585;SPC AZ W     -   284,620.      251,120.      MT  (+/- 180 meters Scaled)
 DV1585
 DV1585                          SUPERSEDED SURVEY CONTROL
 DV1585
 DV1585  NGVD 29 (??/??/92)  416.048  (m)         1364.98   (f) ADJ UNCH    2 0
 DV1585
 DV1585.Superseded values are not recommended for survey control.
 DV1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1585.See file dsdata.txt to determine how the superseded data were derived.
 DV1585
 DV1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC824165(NAD 83)
 DV1585_MARKER: DD = SURVEY DISK
 DV1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1585_STAMPING: 39 A 1962
 DV1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1585+STABILITY: SURFACE MOTION
 DV1585
 DV1585  HISTORY     - Date     Condition        Report By
 DV1585  HISTORY     - 1962     MONUMENTED       AZHD
 DV1585
 DV1585                          STATION DESCRIPTION
 DV1585
 DV1585'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1585'25.7 MI SE FROM SALOME.
 DV1585'0.5 MILE EAST-SOUTHEAST OF K 413 39, AN ARIZONA HIGHWAY DEPARTMENT
 DV1585'DISK STAMPED 39 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1585'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1585'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0829 ***********************************************************************
 FQ0829  DESIGNATION -  39 BKC
 FQ0829  PID         -  FQ0829
 FQ0829  STATE/COUNTY-  AZ/COCONINO
 FQ0829  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0829
 FQ0829                         *CURRENT SURVEY CONTROL
 FQ0829  ___________________________________________________________________
 FQ0829* NAD 83(1986)-  35 33 21.     (N)    111 11 16.     (W)     SCALED    
 FQ0829* NAVD 88     -      1439.634  (meters)    4723.20   (feet)  POSTED    
 FQ0829  ___________________________________________________________________
 FQ0829  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0829  DYNAMIC HT  -        1437.800 (meters)    4717.18  (feet)  COMP
 FQ0829  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 FQ0829
 FQ0829  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0829
 FQ0829.The horizontal coordinates were scaled from a topographic map and have
 FQ0829.an estimated accuracy of +/- 6 seconds.
 FQ0829
 FQ0829.The orthometric height was determined by differential leveling
 FQ0829.and adjusted by the  in 1992.
 FQ0829.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0829.rate of 0.0 thru 1.0 mm/km.
 FQ0829
 FQ0829.The geoid height was determined by GEOID03.
 FQ0829
 FQ0829.The dynamic height is computed by dividing the NAVD 88
 FQ0829.geopotential number by the normal gravity value computed on the
 FQ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0829.degrees latitude (g = 980.6199 gals.).
 FQ0829
 FQ0829.The modeled gravity was interpolated from observed gravity values.
 FQ0829
 FQ0829;                    North         East    Units  Estimated Accuracy
 FQ0829;SPC AZ C     -   505,480.      279,440.      MT  (+/- 180 meters Scaled)
 FQ0829
 FQ0829                          SUPERSEDED SURVEY CONTROL
 FQ0829
 FQ0829.No superseded survey control is available for this station.
 FQ0829
 FQ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE829347(NAD 83)
 FQ0829_MARKER: DB = BENCH MARK DISK
 FQ0829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0829_SP_SET: CONCRETE FOUNDATION
 FQ0829_STAMPING: 39 BKC 1968
 FQ0829_MARK LOGO: USGS  
 FQ0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0829+STABILITY: SURFACE MOTION
 FQ0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0829+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0829
 FQ0829  HISTORY     - Date     Condition        Report By
 FQ0829  HISTORY     - 1968     MONUMENTED       USGS
 FQ0829
 FQ0829                          STATION DESCRIPTION
 FQ0829
 FQ0829'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0829'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0829'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0829'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0829'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0829'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0829'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0829'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0829'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 5.8 MILES, 52
 FQ0829'FEET SOUTH OF THE ROAD, IN THE CONCRETE BASE OF A WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1649 ***********************************************************************
 DB1649  DESIGNATION -  39 BKC
 DB1649  PID         -  DB1649
 DB1649  STATE/COUNTY-  AZ/YUMA
 DB1649  USGS QUAD   -  GADSDEN (1973)
 DB1649
 DB1649                         *CURRENT SURVEY CONTROL
 DB1649  ___________________________________________________________________
 DB1649* NAD 83(1992)-  32 28 55.56784(N)    114 46 16.54317(W)     ADJUSTED  
 DB1649* NAVD 88     -        45.92   (+/-2cm)     150.7    (feet)  VERTCON   
 DB1649  ___________________________________________________________________
 DB1649  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DB1649  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1649  HORZ ORDER  -  THIRD
 DB1649  VERT ORDER  -  THIRD ? (See Below)
 DB1649
 DB1649.The horizontal coordinates were established by classical geodetic methods
 DB1649.and adjusted by the National Geodetic Survey in August 1993.
 DB1649
 DB1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1649.The vertical order pertains to the NGVD 29 superseded value.
 DB1649
 DB1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1649
 DB1649.The geoid height was determined by GEOID03.
 DB1649
 DB1649;                    North         East     Units Scale Factor Converg.
 DB1649;SPC AZ W     -   164,787.419   117,370.334   MT  1.00004691   -0 32 54.6
 DB1649;SPC AZ W     -   540,641.14    385,073.27   iFT  1.00004691   -0 32 54.6
 DB1649;UTM  11      - 3,596,063.297   709,429.778   MT  1.00014089   +1 11 50.5
 DB1649
 DB1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1649!SPC AZ W     -   0.99999821  x   1.00004691  =   1.00004512
 DB1649!UTM  11      -   0.99999821  x   1.00014089  =   1.00013910
 DB1649
 DB1649                          SUPERSEDED SURVEY CONTROL
 DB1649
 DB1649  NAD 83(1986)-  32 28 55.59238(N)    114 46 16.55300(W) AD(       ) 3
 DB1649  NGVD 29 (04/26/91)   45.24   (m)          148.4    (f) LEVELING    3  
 DB1649
 DB1649.Superseded values are not recommended for survey control.
 DB1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1649.See file dsdata.txt to determine how the superseded data were derived.
 DB1649
 DB1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0943096063(NAD 83)
 DB1649_MARKER: DD = SURVEY DISK
 DB1649_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1649
 DB1649  HISTORY     - Date     Condition        Report By
 DB1649  HISTORY     - 1964     MONUMENTED       USGS
 DB1649  HISTORY     - 20070616 MARK NOT FOUND   GEOCAC
 DB1649
 DB1649                          STATION DESCRIPTION
 DB1649
 DB1649'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1649'LOCATED 0.6 MI SE. OF SAN LUIS.  ALONG UNITED STATES AND MEXICO
 DB1649'BORDER, ON SLIGHT RIDGE, 45 FT N. OF RD.
 DB1649'
 DB1649'TO REACH NOT GIVEN.
 DB1649'
 DB1649'STATION MARK--STANDARD BM TABLET STAMPED---39 BKC 1963 149---, IN
 DB1649'CONCRETE POST PROJECTING 0.6 FT.
 DB1649'
 DB1649'RMS--NONE SET.
 DB1649
 DB1649                          STATION RECOVERY (2007)
 DB1649
 DB1649'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1649'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TOWARD A HEAVILY
 DB1649'GRADED AREA NORTH OF THE BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0784 ***********************************************************************
 DA0784  DESIGNATION -  39 GWM
 DA0784  PID         -  DA0784
 DA0784  STATE/COUNTY-  AZ/MARICOPA
 DA0784  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0784
 DA0784                         *CURRENT SURVEY CONTROL
 DA0784  ___________________________________________________________________
 DA0784* NAD 83(1986)-  32 34 53.     (N)    113 16 16.     (W)     SCALED    
 DA0784* NAVD 88     -       217.83   (+/-2cm)     714.7    (feet)  VERTCON   
 DA0784  ___________________________________________________________________
 DA0784  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0784
 DA0784.The horizontal coordinates were scaled from a topographic map and have
 DA0784.an estimated accuracy of +/- 6 seconds.
 DA0784
 DA0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0784.The vertical order pertains to the NGVD 29 superseded value.
 DA0784
 DA0784.The geoid height was determined by GEOID03.
 DA0784
 DA0784;                    North         East    Units  Estimated Accuracy
 DA0784;SPC AZ C     -   176,140.       86,200.      MT  (+/- 180 meters Scaled)
 DA0784
 DA0784                          SUPERSEDED SURVEY CONTROL
 DA0784
 DA0784  NGVD 29 (??/??/92)  217.210  (m)          712.63   (f) ADJ UNCH    2 0
 DA0784
 DA0784.Superseded values are not recommended for survey control.
 DA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0784.See file dsdata.txt to determine how the superseded data were derived.
 DA0784
 DA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB868071(NAD 83)
 DA0784_MARKER: DD = SURVEY DISK
 DA0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0784_STAMPING: 39 GWM 1948 713
 DA0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0784+STABILITY: SURFACE MOTION
 DA0784
 DA0784  HISTORY     - Date     Condition        Report By
 DA0784  HISTORY     - 1948     MONUMENTED       USGS
 DA0784  HISTORY     - 1962     GOOD             NGS
 DA0784
 DA0784                          STATION DESCRIPTION
 DA0784
 DA0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0784'5.7 MI N FROM TONY TANK.
 DA0784'ABOUT 5.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0784'TONY TANK, 0.65 MILE NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0784'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 35, WEST OF TWO
 DA0784'ROUND TOP MOUNTAINS ON THE EAST SIDE OF THE ROAD, EAST OF A LARGE
 DA0784'MOUNTAIN ON THE WEST SIDE OF THE ROAD, 2.3 MILES SOUTHWEST OF AN
 DA0784'ABANDONED RANCH HOUSE, 39 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DA0784'0.3 MILE SOUTH OF THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD
 DA0784'LEADING NORTHEAST, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0784'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DA0784'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0631 ***********************************************************************
 FP0631  DESIGNATION -  39 HLS
 FP0631  PID         -  FP0631
 FP0631  STATE/COUNTY-  AZ/APACHE
 FP0631  USGS QUAD   -  GANADO (1973)
 FP0631
 FP0631                         *CURRENT SURVEY CONTROL
 FP0631  ___________________________________________________________________
 FP0631* NAD 83(1986)-  35 39 52.     (N)    109 32 59.     (W)     SCALED    
 FP0631* NAVD 88     -      2050.294  (meters)    6726.67   (feet)  ADJUSTED  
 FP0631  ___________________________________________________________________
 FP0631  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 FP0631  DYNAMIC HT  -        2047.479 (meters)    6717.44  (feet)  COMP
 FP0631  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 FP0631
 FP0631  VERT ORDER  -  SECOND    CLASS II
 FP0631
 FP0631.The horizontal coordinates were scaled from a topographic map and have
 FP0631.an estimated accuracy of +/- 6 seconds.
 FP0631
 FP0631.The orthometric height was determined by differential leveling
 FP0631.and adjusted in June 1991.
 FP0631
 FP0631.The geoid height was determined by GEOID03.
 FP0631
 FP0631.The dynamic height is computed by dividing the NAVD 88
 FP0631.geopotential number by the normal gravity value computed on the
 FP0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0631.degrees latitude (g = 980.6199 gals.).
 FP0631
 FP0631.The modeled gravity was interpolated from observed gravity values.
 FP0631
 FP0631;                    North         East    Units  Estimated Accuracy
 FP0631;SPC AZ E     -   517,460.      269,220.      MT  (+/- 180 meters Scaled)
 FP0631
 FP0631                          SUPERSEDED SURVEY CONTROL
 FP0631
 FP0631  NGVD 29 (??/??/92) 2049.30   (m)         6723.4    (f) COMPUTED    2 2
 FP0631
 FP0631.Superseded values are not recommended for survey control.
 FP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0631.See file dsdata.txt to determine how the superseded data were derived.
 FP0631
 FP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE312477(NAD 83)
 FP0631_MARKER: DB = BENCH MARK DISK
 FP0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0631_SP_SET: COPPER-CLAD STEEL ROD
 FP0631_STAMPING: 39 HLS 1970
 FP0631_MARK LOGO: USGS  
 FP0631_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0631+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0631
 FP0631  HISTORY     - Date     Condition        Report By
 FP0631  HISTORY     - 1970     MONUMENTED       USGS
 FP0631
 FP0631                          STATION DESCRIPTION
 FP0631
 FP0631'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0631'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 3.3 MILES SOUTH
 FP0631'ALONG STATE HIGHWAY 63, 273 FEET SOUTH OF A STEEL TOWER TRANSMISSION
 FP0631'LINE CROSSING, 99 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0631'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0631'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0247 ***********************************************************************
 GP0247  DESIGNATION -  3903.21
 GP0247  PID         -  GP0247
 GP0247  STATE/COUNTY-  AZ/COCONINO
 GP0247  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0247
 GP0247                         *CURRENT SURVEY CONTROL
 GP0247  ___________________________________________________________________
 GP0247* NAD 83(1986)-  36 45 58.     (N)    111 42 20.     (W)     SCALED    
 GP0247* NAVD 88     -      1186.868  (meters)    3893.92   (feet)  POSTED    
 GP0247  ___________________________________________________________________
 GP0247  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 GP0247  DYNAMIC HT  -        1185.500 (meters)    3889.43  (feet)  COMP
 GP0247  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 GP0247
 GP0247  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0247
 GP0247.The horizontal coordinates were scaled from a topographic map and have
 GP0247.an estimated accuracy of +/- 6 seconds.
 GP0247
 GP0247.The orthometric height was determined by differential leveling
 GP0247.and adjusted by the  in 1992.
 GP0247.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0247.rate of 0.0 thru 1.0 mm/km.
 GP0247
 GP0247.The geoid height was determined by GEOID03.
 GP0247
 GP0247.The dynamic height is computed by dividing the NAVD 88
 GP0247.geopotential number by the normal gravity value computed on the
 GP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0247.degrees latitude (g = 980.6199 gals.).
 GP0247
 GP0247.The modeled gravity was interpolated from observed gravity values.
 GP0247
 GP0247;                    North         East    Units  Estimated Accuracy
 GP0247;SPC AZ C     -   639,540.      232,210.      MT  (+/- 180 meters Scaled)
 GP0247
 GP0247                          SUPERSEDED SURVEY CONTROL
 GP0247
 GP0247  NGVD 29 (??/??/92) 1185.969  (m)         3890.97   (f) ADJ UNCH    1 2
 GP0247
 GP0247.Superseded values are not recommended for survey control.
 GP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0247.See file dsdata.txt to determine how the superseded data were derived.
 GP0247
 GP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF370691(NAD 83)
 GP0247_MARKER: DD = SURVEY DISK
 GP0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0247_SP_SET: CULVERT
 GP0247_STAMPING: 3903.21 311+64.9 1933
 GP0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0247
 GP0247  HISTORY     - Date     Condition        Report By
 GP0247  HISTORY     - 1933     MONUMENTED       AZHD
 GP0247  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0247
 GP0247                          STATION DESCRIPTION
 GP0247
 GP0247'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0247'5.5 MI SW FROM MARBLE CANYON.
 GP0247'5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0247'MARBLE CANYON, COCONINO COUNTY, AT A 2-FOOT CORRUGATED-IRON PIPE
 GP0247'CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL.
 GP0247'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3903.21
 GP0247'311+64.9 1933.
 GP0247
 GP0247                          STATION RECOVERY (1993)
 GP0247
 GP0247'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0101 ***********************************************************************
 CG0101  DESIGNATION -  3903.59
 CG0101  PID         -  CG0101
 CG0101  STATE/COUNTY-  AZ/COCHISE
 CG0101  USGS QUAD   -  SAINT DAVID (1973)
 CG0101
 CG0101                         *CURRENT SURVEY CONTROL
 CG0101  ___________________________________________________________________
 CG0101* NAD 83(1986)-  31 58 54.     (N)    110 12 41.     (W)     SCALED    
 CG0101* NAVD 88     -      1190.29   (+/-2cm)    3905.1    (feet)  VERTCON   
 CG0101  ___________________________________________________________________
 CG0101  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CG0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0101
 CG0101.The horizontal coordinates were scaled from a topographic map and have
 CG0101.an estimated accuracy of +/- 6 seconds.
 CG0101
 CG0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0101.The vertical order pertains to the NGVD 29 superseded value.
 CG0101
 CG0101.The geoid height was determined by GEOID03.
 CG0101
 CG0101;                    North         East    Units  Estimated Accuracy
 CG0101;SPC AZ E     -   108,840.      209,130.      MT  (+/- 180 meters Scaled)
 CG0101
 CG0101                          SUPERSEDED SURVEY CONTROL
 CG0101
 CG0101  NGVD 29 (??/??/92) 1189.460  (m)         3902.42   (f) ADJ UNCH    2 0
 CG0101
 CG0101.Superseded values are not recommended for survey control.
 CG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0101.See file dsdata.txt to determine how the superseded data were derived.
 CG0101
 CG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA745386(NAD 83)
 CG0101_MARKER: DD = SURVEY DISK
 CG0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0101_SP_SET: WALL
 CG0101_STAMPING: 3903.59
 CG0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0101
 CG0101  HISTORY     - Date     Condition        Report By
 CG0101  HISTORY     - UNK      MONUMENTED       AZHD
 CG0101  HISTORY     - 1960     GOOD             NGS
 CG0101  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0101
 CG0101                          STATION DESCRIPTION
 CG0101
 CG0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0101'5.4 MI E FROM BENSON.
 CG0101'5.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0101'86, 61 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE OF
 CG0101'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST WALL OF A DRAIN THAT IS
 CG0101'LOCATED IN THE CENTER OF THE TWO TRAFFIC LANES, ABOUT 6 INCHES LOWER
 CG0101'THAN THE HIGHWAY.
 CG0101
 CG0101                          STATION RECOVERY (1979)
 CG0101
 CG0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0101'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CG0101'HAS BEEN REPLACED BY A SURFACE GRATE DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0002 ***********************************************************************
 CG0002  DESIGNATION -  3905
 CG0002  PID         -  CG0002
 CG0002  STATE/COUNTY-  AZ/PIMA
 CG0002  USGS QUAD   -  MESCAL (1983)
 CG0002
 CG0002                         *CURRENT SURVEY CONTROL
 CG0002  ___________________________________________________________________
 CG0002* NAD 83(1986)-  31 58 45.     (N)    110 29 06.     (W)     SCALED    
 CG0002* NAVD 88     -      1194.52   (+/-2cm)    3919.0    (feet)  VERTCON   
 CG0002  ___________________________________________________________________
 CG0002  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0002  VERT ORDER  -  ? (See Below)
 CG0002
 CG0002.The horizontal coordinates were scaled from a topographic map and have
 CG0002.an estimated accuracy of +/- 6 seconds.
 CG0002
 CG0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0002.The vertical order pertains to the NGVD 29 superseded value.
 CG0002
 CG0002.The geoid height was determined by GEOID03.
 CG0002
 CG0002;                    North         East    Units  Estimated Accuracy
 CG0002;SPC AZ C     -   109,450.      348,670.      MT  (+/- 180 meters Scaled)
 CG0002
 CG0002                          SUPERSEDED SURVEY CONTROL
 CG0002
 CG0002  NGVD 29 (??/??/92) 1193.720  (m)         3916.40   (f) ADJ UNCH    ?  
 CG0002
 CG0002.Superseded values are not recommended for survey control.
 CG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0002.See file dsdata.txt to determine how the superseded data were derived.
 CG0002
 CG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA486382(NAD 83)
 CG0002_MARKER: P = PIPE CAP
 CG0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0002_STAMPING: 3905 NOGLS
 CG0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0002
 CG0002  HISTORY     - Date     Condition        Report By
 CG0002  HISTORY     - UNK      MONUMENTED       USGS
 CG0002  HISTORY     - 1952     MARK NOT FOUND   NGS
 CG0002
 CG0002                          STATION DESCRIPTION
 CG0002
 CG0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0002'0.9 MI SE FROM AMOLE.
 CG0002'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0002'STATION SIGN AT AMOLE, 219 YARDS SOUTHEAST OF BRIDGE 1020 C, 200 YARDS
 CG0002'SOUTHEAST OF A WEST BOUND SIGNAL, AND IN LINE WITH A ROW OF POLES. A
 CG0002'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3905 NOGLS AND
 CG0002'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0349 ***********************************************************************
 CG0349  DESIGNATION -  3905.46
 CG0349  PID         -  CG0349
 CG0349  STATE/COUNTY-  AZ/PIMA
 CG0349  USGS QUAD   -  MESCAL (1983)
 CG0349
 CG0349                         *CURRENT SURVEY CONTROL
 CG0349  ___________________________________________________________________
 CG0349* NAD 83(1986)-  31 58 24.     (N)    110 30 00.     (W)     SCALED    
 CG0349* NAVD 88     -      1190.900  (meters)    3907.14   (feet)  ADJUSTED  
 CG0349  ___________________________________________________________________
 CG0349  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CG0349  DYNAMIC HT  -        1189.132 (meters)    3901.34  (feet)  COMP
 CG0349  MODELED GRAV-     979,113.3   (mgal)                       NAVD 88
 CG0349
 CG0349  VERT ORDER  -  FIRST     CLASS II
 CG0349
 CG0349.The horizontal coordinates were scaled from a topographic map and have
 CG0349.an estimated accuracy of +/- 6 seconds.
 CG0349
 CG0349.The orthometric height was determined by differential leveling
 CG0349.and adjusted in June 1991.
 CG0349
 CG0349.The geoid height was determined by GEOID03.
 CG0349
 CG0349.The dynamic height is computed by dividing the NAVD 88
 CG0349.geopotential number by the normal gravity value computed on the
 CG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0349.degrees latitude (g = 980.6199 gals.).
 CG0349
 CG0349.The modeled gravity was interpolated from observed gravity values.
 CG0349
 CG0349;                    North         East    Units  Estimated Accuracy
 CG0349;SPC AZ C     -   108,790.      347,260.      MT  (+/- 180 meters Scaled)
 CG0349
 CG0349                          SUPERSEDED SURVEY CONTROL
 CG0349
 CG0349.No superseded survey control is available for this station.
 CG0349
 CG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA472375(NAD 83)
 CG0349_MARKER: DD = SURVEY DISK
 CG0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0349_SP_SET: CULVERT
 CG0349_STAMPING: 3905.46
 CG0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0349
 CG0349  HISTORY     - Date     Condition        Report By
 CG0349  HISTORY     - UNK      MONUMENTED       AZHD
 CG0349  HISTORY     - 1960     GOOD             NGS
 CG0349  HISTORY     - 1979     GOOD             NGS
 CG0349
 CG0349                          STATION DESCRIPTION
 CG0349
 CG0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0349'12.95 MI W FROM BENSON.
 CG0349'12.95 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0349'HIGHWAY 80, 0.9 MILE EAST OF AMOLE OVERPASS, 33 FEET SOUTH OF
 CG0349'EASTBOUND TRAFFIC LANE OF HIGHWAY, 4 FEET LOWER THAN THE HIGHWAY, SET
 CG0349'IN THE SOUTH HEADWALL.
 CG0349
 CG0349                          STATION RECOVERY (1979)
 CG0349
 CG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0349'12.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0349'OVERPASS AT BENSON, 0.35 MILE EAST OF MILE POST 293, AT A 6- BY 8-
 CG0349'FOOT BOX CULVERT, IN TOP OF THE CENTER OF THE SOUTH HEADWALL, 33 FEET
 CG0349'SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE.
 CG0349'THE MARK IS 4 FT BELOW TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0257 ***********************************************************************
 DU0257  DESIGNATION -  3906
 DU0257  PID         -  DU0257
 DU0257  STATE/COUNTY-  AZ/GILA
 DU0257  USGS QUAD   -  PINAL RANCH (1979)
 DU0257
 DU0257                         *CURRENT SURVEY CONTROL
 DU0257  ___________________________________________________________________
 DU0257* NAD 83(1986)-  33 22 16.     (N)    110 55 02.     (W)     SCALED    
 DU0257* NAVD 88     -      1191.13   (+/-2cm)    3907.9    (feet)  VERTCON   
 DU0257  ___________________________________________________________________
 DU0257  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DU0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0257
 DU0257.The horizontal coordinates were scaled from a topographic map and have
 DU0257.an estimated accuracy of +/- 6 seconds.
 DU0257
 DU0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0257.The vertical order pertains to the NGVD 29 superseded value.
 DU0257
 DU0257.The geoid height was determined by GEOID03.
 DU0257
 DU0257;                    North         East    Units  Estimated Accuracy
 DU0257;SPC AZ E     -   263,160.      143,520.      MT  (+/- 180 meters Scaled)
 DU0257
 DU0257                          SUPERSEDED SURVEY CONTROL
 DU0257
 DU0257  NGVD 29 (??/??/92) 1190.420  (m)         3905.57   (f) ADJ UNCH    2 0
 DU0257
 DU0257.Superseded values are not recommended for survey control.
 DU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0257.See file dsdata.txt to determine how the superseded data were derived.
 DU0257
 DU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB077924(NAD 83)
 DU0257_MARKER: DD = SURVEY DISK
 DU0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0257_STAMPING: 3906 PHNX
 DU0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0257
 DU0257  HISTORY     - Date     Condition        Report By
 DU0257  HISTORY     - UNK      MONUMENTED       USGS
 DU0257  HISTORY     - 1935     GOOD             NGS
 DU0257
 DU0257                          STATION DESCRIPTION
 DU0257
 DU0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0257'4.1 MI W FROM MIAMI.
 DU0257'3.7 MI W ALONG US HWY NO. 60, THENCE ABOUT 0.4 MI S.W. ALONG A DIRT
 DU0257'ROAD PAST SCHULTZE CABINS.  ALONG THE DIRT ROAD PAST THE SCHULTZE
 DU0257'CABINS, ABOUT 200 FEET SOUTH ALONG THE SOUTH FORK FROM THE JUNCTION OF
 DU0257'A DRY CREEK, 54 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, ABOUT 4
 DU0257'FEET ABOVE THE BOTTOM OF THE STREAM BED, AND ON THE WESTERN BANK OF
 DU0257'THE EAST BRANCH OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0218 ***********************************************************************
 GP0218  DESIGNATION -  3908.5
 GP0218  PID         -  GP0218
 GP0218  STATE/COUNTY-  AZ/COCONINO
 GP0218  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0218
 GP0218                         *CURRENT SURVEY CONTROL
 GP0218  ___________________________________________________________________
 GP0218* NAD 83(1986)-  36 45 03.     (N)    111 38 01.     (W)     SCALED    
 GP0218* NAVD 88     -      1192.212  (meters)    3911.45   (feet)  POSTED    
 GP0218  ___________________________________________________________________
 GP0218  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 GP0218  DYNAMIC HT  -        1190.830 (meters)    3906.91  (feet)  COMP
 GP0218  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 GP0218
 GP0218  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0218
 GP0218.The horizontal coordinates were scaled from a topographic map and have
 GP0218.an estimated accuracy of +/- 6 seconds.
 GP0218
 GP0218.The orthometric height was determined by differential leveling
 GP0218.and adjusted by the  in 1992.
 GP0218.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0218.rate of 1.1 thru 2.0 mm/km.
 GP0218
 GP0218.The geoid height was determined by GEOID03.
 GP0218
 GP0218.The dynamic height is computed by dividing the NAVD 88
 GP0218.geopotential number by the normal gravity value computed on the
 GP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0218.degrees latitude (g = 980.6199 gals.).
 GP0218
 GP0218.The modeled gravity was interpolated from observed gravity values.
 GP0218
 GP0218;                    North         East    Units  Estimated Accuracy
 GP0218;SPC AZ C     -   637,860.      238,640.      MT  (+/- 180 meters Scaled)
 GP0218
 GP0218                          SUPERSEDED SURVEY CONTROL
 GP0218
 GP0218  NGVD 29 (??/??/92) 1191.31   (m)         3908.5    (f) COMPUTED    1 2
 GP0218
 GP0218.Superseded values are not recommended for survey control.
 GP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0218.See file dsdata.txt to determine how the superseded data were derived.
 GP0218
 GP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF434674(NAD 83)
 GP0218_MARKER: DD = SURVEY DISK
 GP0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0218_SP_SET: CULVERT
 GP0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0218
 GP0218  HISTORY     - Date     Condition        Report By
 GP0218  HISTORY     - UNK      MONUMENTED       AZHD
 GP0218  HISTORY     - 1962     MARK NOT FOUND   NGS
 GP0218  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0218
 GP0218                          STATION DESCRIPTION
 GP0218
 GP0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0218'6.5 MI S FROM MARBLE CANYON.
 GP0218'6.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT MARBLE
 GP0218'CANYON, COCONINO COUNTY, 200 YARDS SOUTH OF A SMALL CONCRETE CULVERT,
 GP0218'AT A 36-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER OF THE
 GP0218'TOP OF THE EAST CONCRETE HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 GP0218'STANDARD DISK.
 GP0218
 GP0218                          STATION RECOVERY (1978)
 GP0218
 GP0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0133 ***********************************************************************
 EU0133  DESIGNATION -  391 Y
 EU0133  PID         -  EU0133
 EU0133  STATE/COUNTY-  AZ/MOHAVE
 EU0133  USGS QUAD   -  GENE WASH (1975)
 EU0133
 EU0133                         *CURRENT SURVEY CONTROL
 EU0133  ___________________________________________________________________
 EU0133* NAD 83(1986)-  34 18 20.     (N)    114 08 15.     (W)     SCALED    
 EU0133* NAVD 88     -       120.10   (+/-2cm)     394.0    (feet)  VERTCON   
 EU0133  ___________________________________________________________________
 EU0133  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0133  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0133
 EU0133.The horizontal coordinates were scaled from a topographic map and have
 EU0133.an estimated accuracy of +/- 6 seconds.
 EU0133
 EU0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0133.The vertical order pertains to the NGVD 29 superseded value.
 EU0133
 EU0133.The geoid height was determined by GEOID03.
 EU0133
 EU0133;                    North         East    Units  Estimated Accuracy
 EU0133;SPC AZ W     -   366,620.      177,690.      MT  (+/- 180 meters Scaled)
 EU0133
 EU0133                          SUPERSEDED SURVEY CONTROL
 EU0133
 EU0133  NGVD 29 (??/??/??)  119.486  (m)          392.01   (f) ADJUSTED    1 2
 EU0133
 EU0133.Superseded values are not recommended for survey control.
 EU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0133.See file dsdata.txt to determine how the superseded data were derived.
 EU0133
 EU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT634997(NAD 83)
 EU0133_MARKER: DB = BENCH MARK DISK
 EU0133_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 EU0133_SP_SET: UNSPECIFIED ROCK
 EU0133_STAMPING: 391 Y
 EU0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0133
 EU0133  HISTORY     - Date     Condition        Report By
 EU0133  HISTORY     - UNK      MONUMENTED       USGS
 EU0133  HISTORY     - 1958     MARK NOT FOUND   NGS
 EU0133  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0133
 EU0133                          STATION DESCRIPTION
 EU0133
 EU0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EU0133'14 MI NE FROM PARKER.
 EU0133'IN MOHAVE COUNTY, 14.0 MILES NORTHEAST OF PARKER, YUMA COUNTY,
 EU0133'ABOUT 500 FEET NORTH OF THE MOUTH OF WILLIAMS RIVER, ABOUT
 EU0133'175 FEET SOUTHEAST OF ADOBE RUINS AND IN ROCK.  A UNITED STATES
 EU0133'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 391 Y.  NOTE-- POSITION
 EU0133'INDICATES IT IS UNDER THE LAKE ABOVE PARKER DAM.
 EU0133
 EU0133                          STATION RECOVERY (1959)
 EU0133
 EU0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0350 ***********************************************************************
 ET0350  DESIGNATION -  3927
 ET0350  PID         -  ET0350
 ET0350  STATE/COUNTY-  AZ/YAVAPAI
 ET0350  USGS QUAD   -  KIRKLAND (1969)
 ET0350
 ET0350                         *CURRENT SURVEY CONTROL
 ET0350  ___________________________________________________________________
 ET0350* NAD 83(1986)-  34 25 01.     (N)    112 42 33.     (W)     SCALED    
 ET0350* NAVD 88     -      1200.195  (meters)    3937.64   (feet)  POSTED    
 ET0350  ___________________________________________________________________
 ET0350  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 ET0350  DYNAMIC HT  -        1198.630 (meters)    3932.51  (feet)  COMP
 ET0350  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 ET0350
 ET0350  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0350
 ET0350.The horizontal coordinates were scaled from a topographic map and have
 ET0350.an estimated accuracy of +/- 6 seconds.
 ET0350
 ET0350.The orthometric height was determined by differential leveling
 ET0350.and adjusted in November 2005.
 ET0350
 ET0350.The geoid height was determined by GEOID03.
 ET0350
 ET0350.The dynamic height is computed by dividing the NAVD 88
 ET0350.geopotential number by the normal gravity value computed on the
 ET0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0350.degrees latitude (g = 980.6199 gals.).
 ET0350
 ET0350.The modeled gravity was interpolated from observed gravity values.
 ET0350
 ET0350;                    North         East    Units  Estimated Accuracy
 ET0350;SPC AZ C     -   379,180.      140,510.      MT  (+/- 180 meters Scaled)
 ET0350
 ET0350                          SUPERSEDED SURVEY CONTROL
 ET0350
 ET0350  NGVD 29 (??/??/92) 1199.423  (m)         3935.11   (f) ADJ UNCH    1 2
 ET0350
 ET0350.Superseded values are not recommended for survey control.
 ET0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0350.See file dsdata.txt to determine how the superseded data were derived.
 ET0350
 ET0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD429097(NAD 83)
 ET0350_MARKER: P = PIPE CAP
 ET0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0350_STAMPING: 3927 PRSCT
 ET0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0350
 ET0350  HISTORY     - Date     Condition        Report By
 ET0350  HISTORY     - UNK      MONUMENTED       CGS
 ET0350  HISTORY     - 1950     GOOD             NGS
 ET0350
 ET0350                          STATION DESCRIPTION
 ET0350
 ET0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0350'IN KIRKLAND.
 ET0350'AT KIRKLAND, AT THE KIRKLAND GENERAL STORE, 191.3 FEET SOUTHEAST OF
 ET0350'THE SOUTHEAST CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0350'STATION, 90 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 6.4
 ET0350'FEET NORTHEAST OF THE EAST SIDE OF THE ENTRANCE TO THE STORE, 0.8 FEET
 ET0350'NORTH OF THE NORTH WALL, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 ET0350'PIPE PROJECTING 0.6 FOOT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0795 ***********************************************************************
 CG0795  DESIGNATION -  3929.5
 CG0795  PID         -  CG0795
 CG0795  STATE/COUNTY-  AZ/PIMA
 CG0795  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0795
 CG0795                         *CURRENT SURVEY CONTROL
 CG0795  ___________________________________________________________________
 CG0795* NAD 83(1986)-  31 49 18.     (N)    111 35 33.     (W)     SCALED    
 CG0795* NAVD 88     -      1198.37   (+/-2cm)    3931.7    (feet)  VERTCON   
 CG0795  ___________________________________________________________________
 CG0795  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CG0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0795
 CG0795.The horizontal coordinates were scaled from a topographic map and have
 CG0795.an estimated accuracy of +/- 6 seconds.
 CG0795
 CG0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0795.The vertical order pertains to the NGVD 29 superseded value.
 CG0795
 CG0795.The geoid height was determined by GEOID03.
 CG0795
 CG0795;                    North         East    Units  Estimated Accuracy
 CG0795;SPC AZ C     -    91,140.      244,050.      MT  (+/- 180 meters Scaled)
 CG0795
 CG0795                          SUPERSEDED SURVEY CONTROL
 CG0795
 CG0795  NGVD 29 (??/??/92) 1197.527  (m)         3928.89   (f) ADJ UNCH    2 0
 CG0795
 CG0795.Superseded values are not recommended for survey control.
 CG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0795.See file dsdata.txt to determine how the superseded data were derived.
 CG0795
 CG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA439208(NAD 83)
 CG0795_MARKER: Q = CHISELED SQUARE
 CG0795_SETTING: 80 = SET IN A BOULDER
 CG0795_SP_SET: BOULDER
 CG0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0795+STABILITY: SURFACE MOTION
 CG0795
 CG0795  HISTORY     - Date     Condition        Report By
 CG0795  HISTORY     - UNK      MONUMENTED       USGS
 CG0795  HISTORY     - 1952     GOOD             NGS
 CG0795
 CG0795                          STATION DESCRIPTION
 CG0795
 CG0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0795'16.9 MI E FROM TOPAWA.
 CG0795'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0795'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0795'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, THENCE 2.4
 CG0795'MILES EAST ALONG THE FRESNAL CANYON TRAIL, ON A ROCK KNOLL, CUT IN THE
 CG0795'TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, 22
 CG0795'1/2 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 12 1/2 FEET SOUTHEAST
 CG0795'OF A GROUP OF ROCKS WITH INDIAN CARVINGS, ABOUT 1 FOOT LOWER THAN THE
 CG0795'TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0091 ***********************************************************************
 ET0091  DESIGNATION -  3930
 ET0091  PID         -  ET0091
 ET0091  STATE/COUNTY-  AZ/YAVAPAI
 ET0091  USGS QUAD   -  CLARKDALE (1973)
 ET0091
 ET0091                         *CURRENT SURVEY CONTROL
 ET0091  ___________________________________________________________________
 ET0091* NAD 83(1986)-  34 45 29.     (N)    112 04 39.     (W)     SCALED    
 ET0091* NAVD 88     -      1201.15   (+/-2cm)    3940.8    (feet)  VERTCON   
 ET0091  ___________________________________________________________________
 ET0091  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 ET0091  VERT ORDER  -  ? (See Below)
 ET0091
 ET0091.The horizontal coordinates were scaled from a topographic map and have
 ET0091.an estimated accuracy of +/- 6 seconds.
 ET0091
 ET0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0091.The vertical order pertains to the NGVD 29 superseded value.
 ET0091
 ET0091.The geoid height was determined by GEOID03.
 ET0091
 ET0091;                    North         East    Units  Estimated Accuracy
 ET0091;SPC AZ C     -   416,750.      198,640.      MT  (+/- 180 meters Scaled)
 ET0091
 ET0091                          SUPERSEDED SURVEY CONTROL
 ET0091
 ET0091  NGVD 29 (??/??/92) 1200.358  (m)         3938.17   (f) ADJ UNCH    ?  
 ET0091
 ET0091.Superseded values are not recommended for survey control.
 ET0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0091.See file dsdata.txt to determine how the superseded data were derived.
 ET0091
 ET0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD013467(NAD 83)
 ET0091_MARKER: P = PIPE CAP
 ET0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0091_STAMPING: 3930 PRSCT
 ET0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0091
 ET0091  HISTORY     - Date     Condition        Report By
 ET0091  HISTORY     - UNK      MONUMENTED       USGS
 ET0091  HISTORY     - 1933     GOOD             NGS
 ET0091
 ET0091                          STATION DESCRIPTION
 ET0091
 ET0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0091'1.5 MI SW FROM CLARKDALE.
 ET0091'ABOUT 1.5 MILES SOUTHWEST OF THE POST OFFICE AT CLARKDALE, YAVAPAI
 ET0091'COUNTY, ON THE SOUTH BANK OF WALNUT GULCH, ABOUT 0.4 MILE WEST OF THE
 ET0091'CLARKDALE WATER RESERVOIR, ABOUT 0.2 MILE SOUTH OF A PAVED HIGHWAY,
 ET0091'ABOUT 400 FEET SOUTHWEST OF AN ABANDONED STONE BUILDING, AND ON THE
 ET0091'NORTH SIDE OF AN ABANDONED ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 ET0091'STANDARD CAP, AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 ET0091'PROJECTING ABOUT 1 FOOT ABOVE GROUND.  NORT-- IT WAS REPORTED IN MAY
 ET0091'1933 THAT THE CAP HAD BEEN HAMMERED IN BELOW THE EDGES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0225 ***********************************************************************
 GP0225  DESIGNATION -  3938.63
 GP0225  PID         -  GP0225
 GP0225  STATE/COUNTY-  AZ/COCONINO
 GP0225  USGS QUAD   -  LEES FERRY (1985)
 GP0225
 GP0225                         *CURRENT SURVEY CONTROL
 GP0225  ___________________________________________________________________
 GP0225* NAD 83(1986)-  36 46 52.     (N)    111 37 00.     (W)     SCALED    
 GP0225* NAVD 88     -      1201.409  (meters)    3941.62   (feet)  POSTED    
 GP0225  ___________________________________________________________________
 GP0225  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GP0225  DYNAMIC HT  -        1200.020 (meters)    3937.07  (feet)  COMP
 GP0225  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 GP0225
 GP0225  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0225
 GP0225.The horizontal coordinates were scaled from a topographic map and have
 GP0225.an estimated accuracy of +/- 6 seconds.
 GP0225
 GP0225.The orthometric height was determined by differential leveling
 GP0225.and adjusted by the  in 1992.
 GP0225.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0225.rate of 1.1 thru 2.0 mm/km.
 GP0225
 GP0225.The geoid height was determined by GEOID03.
 GP0225
 GP0225.The dynamic height is computed by dividing the NAVD 88
 GP0225.geopotential number by the normal gravity value computed on the
 GP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0225.degrees latitude (g = 980.6199 gals.).
 GP0225
 GP0225.The modeled gravity was interpolated from observed gravity values.
 GP0225
 GP0225;                    North         East    Units  Estimated Accuracy
 GP0225;SPC AZ C     -   641,220.      240,140.      MT  (+/- 180 meters Scaled)
 GP0225
 GP0225                          SUPERSEDED SURVEY CONTROL
 GP0225
 GP0225  NGVD 29 (??/??/92) 1200.516  (m)         3938.69   (f) ADJ UNCH    1 2
 GP0225
 GP0225.Superseded values are not recommended for survey control.
 GP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0225.See file dsdata.txt to determine how the superseded data were derived.
 GP0225
 GP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF449707(NAD 83)
 GP0225_MARKER: DD = SURVEY DISK
 GP0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0225_SP_SET: CULVERT
 GP0225_STAMPING: 3938.63 STA 3583+44 1934
 GP0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0225
 GP0225  HISTORY     - Date     Condition        Report By
 GP0225  HISTORY     - 1934     MONUMENTED       AZDT
 GP0225  HISTORY     - 1962     GOOD             NGS
 GP0225  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0225
 GP0225                          STATION DESCRIPTION
 GP0225
 GP0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0225'3.75 MI SE FROM MARBLE CANYON.
 GP0225'ABOUT 3.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0225'OFFICE AND SERVICE STATION AT MARBLE CANYON, 0.35 MILE NORTH OF THE
 GP0225'INDIAN POLICE HEADQUARTERS LOCATED ON THE EAST SIDE OF THE HIGHWAY, AT
 GP0225'A CONCRETE-BOX CULVERT, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0225'ABOUT 6-INCHES BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 GP0225'THE SOUTH END OF THE EAST CONCRETE HEADWALL OF THE CULVERT.
 GP0225
 GP0225                          STATION RECOVERY (1978)
 GP0225
 GP0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1167 ***********************************************************************
 DU1167  DESIGNATION -  3940.86
 DU1167  PID         -  DU1167
 DU1167  STATE/COUNTY-  AZ/GILA
 DU1167  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1167
 DU1167                         *CURRENT SURVEY CONTROL
 DU1167  ___________________________________________________________________
 DU1167* NAD 83(1986)-  33 26 47.     (N)    110 43 12.     (W)     SCALED    
 DU1167* NAVD 88     -      1201.838  (meters)    3943.03   (feet)  ADJUSTED  
 DU1167  ___________________________________________________________________
 DU1167  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1167  DYNAMIC HT  -        1200.182 (meters)    3937.60  (feet)  COMP
 DU1167  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 DU1167
 DU1167  VERT ORDER  -  FIRST     CLASS II
 DU1167
 DU1167.The horizontal coordinates were scaled from a topographic map and have
 DU1167.an estimated accuracy of +/- 6 seconds.
 DU1167
 DU1167.The orthometric height was determined by differential leveling
 DU1167.and adjusted in June 1991.
 DU1167
 DU1167.The geoid height was determined by GEOID03.
 DU1167
 DU1167.The dynamic height is computed by dividing the NAVD 88
 DU1167.geopotential number by the normal gravity value computed on the
 DU1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1167.degrees latitude (g = 980.6199 gals.).
 DU1167
 DU1167.The modeled gravity was interpolated from observed gravity values.
 DU1167
 DU1167;                    North         East    Units  Estimated Accuracy
 DU1167;SPC AZ E     -   271,390.      161,920.      MT  (+/- 180 meters Scaled)
 DU1167
 DU1167                          SUPERSEDED SURVEY CONTROL
 DU1167
 DU1167.No superseded survey control is available for this station.
 DU1167
 DU1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC260008(NAD 83)
 DU1167_MARKER: DB = BENCH MARK DISK
 DU1167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1167_SP_SET: CURB OF SMALL BRIDGE
 DU1167_STAMPING: 3940.86 290+30+
 DU1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1167+STABILITY: SURFACE MOTION
 DU1167
 DU1167  HISTORY     - Date     Condition        Report By
 DU1167  HISTORY     - UNK      MONUMENTED       AZHD
 DU1167  HISTORY     - 1979     GOOD             NGS
 DU1167
 DU1167                          STATION DESCRIPTION
 DU1167
 DU1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1167'5.1 MI NE FROM GLOBE.
 DU1167'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1167'COURTHOUSE IN GLOBE, SET IN TOP OF THE EAST CURB OF A SMALL BRIDGE,
 DU1167'39 FEET SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE, 33 FEET
 DU1167'NORTHEAST OF THE SOUTHEAST END OF THE BRIDGE, 21 FEET EAST-SOUTHEAST
 DU1167'OF THE CENTERLINE OF THE HIGHWAY AND 0.5 FOOT WEST-NORTHWEST OF THE
 DU1167'CONCRETE GUARD RAIL.
 DU1167'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0220 ***********************************************************************
 GP0220  DESIGNATION -  3943.03
 GP0220  PID         -  GP0220
 GP0220  STATE/COUNTY-  AZ/COCONINO
 GP0220  USGS QUAD   -  LEES FERRY (1985)
 GP0220
 GP0220                         *CURRENT SURVEY CONTROL
 GP0220  ___________________________________________________________________
 GP0220* NAD 83(1986)-  36 45 56.     (N)    111 37 31.     (W)     SCALED    
 GP0220* NAVD 88     -      1202.762  (meters)    3946.06   (feet)  POSTED    
 GP0220  ___________________________________________________________________
 GP0220  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0220  DYNAMIC HT  -        1201.370 (meters)    3941.49  (feet)  COMP
 GP0220  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 GP0220
 GP0220  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0220
 GP0220.The horizontal coordinates were scaled from a topographic map and have
 GP0220.an estimated accuracy of +/- 6 seconds.
 GP0220
 GP0220.The orthometric height was determined by differential leveling
 GP0220.and adjusted by the  in 1992.
 GP0220.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0220.rate of 0.0 thru 1.0 mm/km.
 GP0220
 GP0220.The geoid height was determined by GEOID03.
 GP0220
 GP0220.The dynamic height is computed by dividing the NAVD 88
 GP0220.geopotential number by the normal gravity value computed on the
 GP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0220.degrees latitude (g = 980.6199 gals.).
 GP0220
 GP0220.The modeled gravity was interpolated from observed gravity values.
 GP0220
 GP0220;                    North         East    Units  Estimated Accuracy
 GP0220;SPC AZ C     -   639,500.      239,370.      MT  (+/- 180 meters Scaled)
 GP0220
 GP0220                          SUPERSEDED SURVEY CONTROL
 GP0220
 GP0220  NGVD 29 (??/??/92) 1201.861  (m)         3943.11   (f) ADJ UNCH    1 2
 GP0220
 GP0220.Superseded values are not recommended for survey control.
 GP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0220.See file dsdata.txt to determine how the superseded data were derived.
 GP0220
 GP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF441690(NAD 83)
 GP0220_MARKER: DD = SURVEY DISK
 GP0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0220_SP_SET: CULVERT
 GP0220_STAMPING: 3943.03 3520+20 1934
 GP0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0220
 GP0220  HISTORY     - Date     Condition        Report By
 GP0220  HISTORY     - 1934     MONUMENTED       AZDT
 GP0220  HISTORY     - 1962     GOOD             NGS
 GP0220  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0220
 GP0220                          STATION DESCRIPTION
 GP0220
 GP0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0220'4.95 MI SE FROM MARBLE CANYON.
 GP0220'ABOUT 4.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0220'OFFICE AND SERVICE STATION AT MARBLE CANYON, 12.5 FEET EAST OF THE
 GP0220'CENTERLINE OF THE HIGHWAY, ABOUT 5-INCHES ABOVE THE LEVEL OF THE
 GP0220'HIGHWAY, AND SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL
 GP0220'OF A 36-INCH METAL CULVERT.
 GP0220
 GP0220                          STATION RECOVERY (1978)
 GP0220
 GP0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0785 ***********************************************************************
 CZ0785  DESIGNATION -  395+86.67
 CZ0785  PID         -  CZ0785
 CZ0785  STATE/COUNTY-  AZ/PIMA
 CZ0785  USGS QUAD   -  THREE POINTS (1992)
 CZ0785
 CZ0785                         *CURRENT SURVEY CONTROL
 CZ0785  ___________________________________________________________________
 CZ0785* NAD 83(1986)-  32 05 22.     (N)    111 16 50.     (W)     SCALED    
 CZ0785* NAVD 88     -       769.94   (+/-2cm)    2526.0    (feet)  VERTCON   
 CZ0785  ___________________________________________________________________
 CZ0785  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0785
 CZ0785.The horizontal coordinates were scaled from a topographic map and have
 CZ0785.an estimated accuracy of +/- 6 seconds.
 CZ0785
 CZ0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0785.The vertical order pertains to the NGVD 29 superseded value.
 CZ0785
 CZ0785.The geoid height was determined by GEOID03.
 CZ0785
 CZ0785;                    North         East    Units  Estimated Accuracy
 CZ0785;SPC AZ C     -   120,960.      273,400.      MT  (+/- 180 meters Scaled)
 CZ0785
 CZ0785                          SUPERSEDED SURVEY CONTROL
 CZ0785
 CZ0785  NGVD 29 (??/??/92)  769.256  (m)         2523.80   (f) ADJ UNCH    2 0
 CZ0785
 CZ0785.Superseded values are not recommended for survey control.
 CZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0785.See file dsdata.txt to determine how the superseded data were derived.
 CZ0785
 CZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA735503(NAD 83)
 CZ0785_MARKER: DD = SURVEY DISK
 CZ0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0785_SP_SET: CULVERT
 CZ0785_STAMPING: 395+86.67 2524.75
 CZ0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0785
 CZ0785  HISTORY     - Date     Condition        Report By
 CZ0785  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0785  HISTORY     - 1951     GOOD             NGS
 CZ0785
 CZ0785                          STATION DESCRIPTION
 CZ0785
 CZ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0785'20.0 MI SW FROM TUCSON.
 CZ0785'20 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0785'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0785'HEADWALL OF A 4 BY 30 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A
 CZ0785'POWER LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST
 CZ0785'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 CZ0785'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0483 ***********************************************************************
 ES0483  DESIGNATION -  3956.2
 ES0483  PID         -  ES0483
 ES0483  STATE/COUNTY-  AZ/YAVAPAI
 ES0483  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0483
 ES0483                         *CURRENT SURVEY CONTROL
 ES0483  ___________________________________________________________________
 ES0483* NAD 83(1986)-  34 48 18.     (N)    111 54 42.     (W)     SCALED    
 ES0483* NAVD 88     -      1206.952  (meters)    3959.81   (feet)  ADJUSTED  
 ES0483  ___________________________________________________________________
 ES0483  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 ES0483  DYNAMIC HT  -        1205.420 (meters)    3954.78  (feet)  COMP
 ES0483  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 ES0483
 ES0483  VERT ORDER  -  FIRST     CLASS II
 ES0483
 ES0483.The horizontal coordinates were scaled from a topographic map and have
 ES0483.an estimated accuracy of +/- 6 seconds.
 ES0483
 ES0483.The orthometric height was determined by differential leveling
 ES0483.and adjusted in June 1991.
 ES0483
 ES0483.The geoid height was determined by GEOID03.
 ES0483
 ES0483.The dynamic height is computed by dividing the NAVD 88
 ES0483.geopotential number by the normal gravity value computed on the
 ES0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0483.degrees latitude (g = 980.6199 gals.).
 ES0483
 ES0483.The modeled gravity was interpolated from observed gravity values.
 ES0483
 ES0483;                    North         East    Units  Estimated Accuracy
 ES0483;SPC AZ C     -   421,940.      213,820.      MT  (+/- 180 meters Scaled)
 ES0483
 ES0483                          SUPERSEDED SURVEY CONTROL
 ES0483
 ES0483  NGVD 29 (??/??/92) 1206.173  (m)         3957.25   (f) ADJ UNCH    1 2
 ES0483
 ES0483.Superseded values are not recommended for survey control.
 ES0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0483.See file dsdata.txt to determine how the superseded data were derived.
 ES0483
 ES0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD166517(NAD 83)
 ES0483_MARKER: O = CHISELED CIRCLE
 ES0483_SETTING: 66 = SET IN ROCK OUTCROP
 ES0483_SP_SET: ROCK OUTCROP
 ES0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0483+STABILITY: POSITION/ELEVATION WELL
 ES0483
 ES0483  HISTORY     - Date     Condition        Report By
 ES0483  HISTORY     - UNK      MONUMENTED       USGS
 ES0483  HISTORY     - 1933     GOOD             NGS
 ES0483
 ES0483                          STATION DESCRIPTION
 ES0483
 ES0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0483'11.3 MI SW FROM SEDONA.
 ES0483'AT SIDE OF HIGHWAY, SUMMIT OF GRADE, 80 FEET NORTHWEST OF HIGHWAY
 ES0483'CENTER-LINE, ON VOLCANIC ROCK OUTCROP PAINTED WHITE U.S.B.M. 3956.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0078 ***********************************************************************
 CG0078  DESIGNATION -  3956.22
 CG0078  PID         -  CG0078
 CG0078  STATE/COUNTY-  AZ/COCHISE
 CG0078  USGS QUAD   -  BENSON (1983)
 CG0078
 CG0078                         *CURRENT SURVEY CONTROL
 CG0078  ___________________________________________________________________
 CG0078* NAD 83(1986)-  31 58 01.     (N)    110 20 12.     (W)     SCALED    
 CG0078* NAVD 88     -      1206.25   (+/-2cm)    3957.5    (feet)  VERTCON   
 CG0078  ___________________________________________________________________
 CG0078  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0078
 CG0078.The horizontal coordinates were scaled from a topographic map and have
 CG0078.an estimated accuracy of +/- 6 seconds.
 CG0078
 CG0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0078.The vertical order pertains to the NGVD 29 superseded value.
 CG0078
 CG0078.The geoid height was determined by GEOID03.
 CG0078
 CG0078;                    North         East    Units  Estimated Accuracy
 CG0078;SPC AZ E     -   107,220.      197,290.      MT  (+/- 180 meters Scaled)
 CG0078
 CG0078                          SUPERSEDED SURVEY CONTROL
 CG0078
 CG0078  NGVD 29 (??/??/92) 1205.456  (m)         3954.90   (f) ADJ UNCH    2 0
 CG0078
 CG0078.Superseded values are not recommended for survey control.
 CG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0078.See file dsdata.txt to determine how the superseded data were derived.
 CG0078
 CG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA626369(NAD 83)
 CG0078_MARKER: DD = SURVEY DISK
 CG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0078_SP_SET: CULVERT
 CG0078_STAMPING: 3956.22 13022 947
 CG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0078
 CG0078  HISTORY     - Date     Condition        Report By
 CG0078  HISTORY     - UNK      MONUMENTED       AZHD
 CG0078  HISTORY     - 1960     GOOD             NGS
 CG0078  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0078
 CG0078                          STATION DESCRIPTION
 CG0078
 CG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0078'2.15 MI W FROM BENSON.
 CG0078'2.15 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA ON U. S. HIGHWAY
 CG0078'80, 0.1 MILE EAST OF MILEPOST 291, 24 FEET SOUTH OF CENTERLINE OF THE
 CG0078'WESTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE SOUTH HEADWALL.
 CG0078
 CG0078                          STATION RECOVERY (1979)
 CG0078
 CG0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0078'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL DESCRIBED
 CG0078'HAS BEEN REPLACED BY A GRATE TYPE DRAINAGE SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0142 ***********************************************************************
 CF0142  DESIGNATION -  3979
 CF0142  PID         -  CF0142
 CF0142  STATE/COUNTY-  AZ/COCHISE
 CF0142  USGS QUAD   -  DOUGLAS (1978)
 CF0142
 CF0142                         *CURRENT SURVEY CONTROL
 CF0142  ___________________________________________________________________
 CF0142* NAD 83(1986)-  31 20 57.     (N)    109 33 23.     (W)     SCALED    
 CF0142* NAVD 88     -      1214.206  (meters)    3983.61   (feet)  ADJUSTED  
 CF0142  ___________________________________________________________________
 CF0142  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0142  DYNAMIC HT  -        1212.310 (meters)    3977.39  (feet)  COMP
 CF0142  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 CF0142
 CF0142  VERT ORDER  -  FIRST     CLASS II
 CF0142
 CF0142.The horizontal coordinates were scaled from a topographic map and have
 CF0142.an estimated accuracy of +/- 6 seconds.
 CF0142
 CF0142.The orthometric height was determined by differential leveling
 CF0142.and adjusted in June 1991.
 CF0142
 CF0142.The geoid height was determined by GEOID03.
 CF0142
 CF0142.The dynamic height is computed by dividing the NAVD 88
 CF0142.geopotential number by the normal gravity value computed on the
 CF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0142.degrees latitude (g = 980.6199 gals.).
 CF0142
 CF0142.The modeled gravity was interpolated from observed gravity values.
 CF0142
 CF0142;                    North         East    Units  Estimated Accuracy
 CF0142;SPC AZ E     -    38,870.      271,430.      MT  (+/- 180 meters Scaled)
 CF0142
 CF0142                          SUPERSEDED SURVEY CONTROL
 CF0142
 CF0142  NGVD 29 (??/??/92) 1213.404  (m)         3980.98   (f) ADJ UNCH    1 2
 CF0142
 CF0142.Superseded values are not recommended for survey control.
 CF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0142.See file dsdata.txt to determine how the superseded data were derived.
 CF0142
 CF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV373692(NAD 83)
 CF0142_MARKER: DD = SURVEY DISK
 CF0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0142_SP_SET: BASE
 CF0142_STAMPING: 3979
 CF0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CF0142+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 CF0142
 CF0142  HISTORY     - Date     Condition        Report By
 CF0142  HISTORY     - UNK      MONUMENTED       USGS
 CF0142  HISTORY     - 1934     GOOD             NGS
 CF0142  HISTORY     - 1980     GOOD             NGS
 CF0142  HISTORY     - 19981001 GOOD             USPSQD
 CF0142  HISTORY     - 20071015 GOOD             NGS
 CF0142
 CF0142                          STATION DESCRIPTION
 CF0142
 CF0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0142'IN DOUGLAS.
 CF0142'AT DOUGLAS, COCHISE COUNTY, AT THE EAST SIDE OF THE FRONT ENTRANCE TO
 CF0142'THE SOUTHERN PACIFIC CO. RAILROAD STATION, AND IN THE BASE OF A
 CF0142'LAMPPOST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 CF0142'3979 AND SET VERTICALLY.
 CF0142
 CF0142                          STATION RECOVERY (1980)
 CF0142
 CF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0142'RECOVERED IN GOOD CONDITION.
 CF0142
 CF0142                          STATION RECOVERY (1998)
 CF0142
 CF0142'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0142'RECOVERED IN GOOD CONDITION.
 CF0142
 CF0142                          STATION RECOVERY (2007)
 CF0142
 CF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 CF0142'FORMER EL PASO SOUTHWESTERN RR AND SOUTHERN PACIFIC RR STATION IS NOW
 CF0142'CITY POLICE HEADQUARTERS NEAR EASTERN JUNCTION OF US 191 AND AZ 80.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0221 ***********************************************************************
 GP0221  DESIGNATION -  3979.26
 GP0221  PID         -  GP0221
 GP0221  STATE/COUNTY-  AZ/COCONINO
 GP0221  USGS QUAD   -  LEES FERRY (1985)
 GP0221
 GP0221                         *CURRENT SURVEY CONTROL
 GP0221  ___________________________________________________________________
 GP0221* NAD 83(1986)-  36 46 20.     (N)    111 37 17.     (W)     SCALED    
 GP0221* NAVD 88     -      1213.805  (meters)    3982.29   (feet)  POSTED    
 GP0221  ___________________________________________________________________
 GP0221  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0221  DYNAMIC HT  -        1212.400 (meters)    3977.68  (feet)  COMP
 GP0221  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 GP0221
 GP0221  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0221
 GP0221.The horizontal coordinates were scaled from a topographic map and have
 GP0221.an estimated accuracy of +/- 6 seconds.
 GP0221
 GP0221.The orthometric height was determined by differential leveling
 GP0221.and adjusted by the  in 1992.
 GP0221.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0221.rate of 1.1 thru 2.0 mm/km.
 GP0221
 GP0221.The geoid height was determined by GEOID03.
 GP0221
 GP0221.The dynamic height is computed by dividing the NAVD 88
 GP0221.geopotential number by the normal gravity value computed on the
 GP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0221.degrees latitude (g = 980.6199 gals.).
 GP0221
 GP0221.The modeled gravity was interpolated from observed gravity values.
 GP0221
 GP0221;                    North         East    Units  Estimated Accuracy
 GP0221;SPC AZ C     -   640,240.      239,720.      MT  (+/- 180 meters Scaled)
 GP0221
 GP0221                          SUPERSEDED SURVEY CONTROL
 GP0221
 GP0221  NGVD 29 (??/??/92) 1212.906  (m)         3979.34   (f) ADJ UNCH    1 2
 GP0221
 GP0221.Superseded values are not recommended for survey control.
 GP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0221.See file dsdata.txt to determine how the superseded data were derived.
 GP0221
 GP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF445697(NAD 83)
 GP0221_MARKER: DD = SURVEY DISK
 GP0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0221_SP_SET: CULVERT
 GP0221_STAMPING: 3979.26 STA 3548+80 1934
 GP0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0221
 GP0221  HISTORY     - Date     Condition        Report By
 GP0221  HISTORY     - 1934     MONUMENTED       AZDT
 GP0221  HISTORY     - 1962     GOOD             NGS
 GP0221
 GP0221                          STATION DESCRIPTION
 GP0221
 GP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0221'4.4 MI SE FROM MARBLE CANYON.
 GP0221'ABOUT 4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE
 GP0221'AND SERVICE STATION AT MARBLE CANYON, 0.1 MILE SOUTH OF THE SOUTH
 GP0221'ENTRANCE TO A ROADSIDE PARK AND BENCH MARK V 404 1962, 12.0 FEET EAST
 GP0221'OF THE CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND
 GP0221'SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL OF A 36-INCH
 GP0221'METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0248 ***********************************************************************
 GP0248  DESIGNATION -  3979.49
 GP0248  PID         -  GP0248
 GP0248  STATE/COUNTY-  AZ/COCONINO
 GP0248  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0248
 GP0248                         *CURRENT SURVEY CONTROL
 GP0248  ___________________________________________________________________
 GP0248* NAD 83(1986)-  36 45 28.     (N)    111 42 51.     (W)     SCALED    
 GP0248* NAVD 88     -      1210.125  (meters)    3970.22   (feet)  POSTED    
 GP0248  ___________________________________________________________________
 GP0248  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 GP0248  DYNAMIC HT  -        1208.720 (meters)    3965.61  (feet)  COMP
 GP0248  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 GP0248
 GP0248  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0248
 GP0248.The horizontal coordinates were scaled from a topographic map and have
 GP0248.an estimated accuracy of +/- 6 seconds.
 GP0248
 GP0248.The orthometric height was determined by differential leveling
 GP0248.and adjusted by the  in 1992.
 GP0248.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0248.rate of 0.0 thru 1.0 mm/km.
 GP0248
 GP0248.The geoid height was determined by GEOID03.
 GP0248
 GP0248.The dynamic height is computed by dividing the NAVD 88
 GP0248.geopotential number by the normal gravity value computed on the
 GP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0248.degrees latitude (g = 980.6199 gals.).
 GP0248
 GP0248.The modeled gravity was interpolated from observed gravity values.
 GP0248
 GP0248;                    North         East    Units  Estimated Accuracy
 GP0248;SPC AZ C     -   638,610.      231,440.      MT  (+/- 180 meters Scaled)
 GP0248
 GP0248                          SUPERSEDED SURVEY CONTROL
 GP0248
 GP0248  NGVD 29 (??/??/92) 1209.218  (m)         3967.24   (f) ADJ UNCH    1 2
 GP0248
 GP0248.Superseded values are not recommended for survey control.
 GP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0248.See file dsdata.txt to determine how the superseded data were derived.
 GP0248
 GP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF362682(NAD 83)
 GP0248_MARKER: DD = SURVEY DISK
 GP0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0248_SP_SET: CULVERT
 GP0248_STAMPING: 3979.49 352+37.7 1933
 GP0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0248
 GP0248  HISTORY     - Date     Condition        Report By
 GP0248  HISTORY     - 1933     MONUMENTED       AZHD
 GP0248  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0248
 GP0248                          STATION DESCRIPTION
 GP0248
 GP0248'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0248'6.2 MI SW FROM MARBLE CANYON.
 GP0248'6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0248'MARBLE CANYON, COCONINO COUNTY, AT A 12- BY 12-FOOT BOX CULVERT, AND
 GP0248'IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL.  AN ARIZONA
 GP0248'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3979.49 352+37.7 1933.
 GP0248
 GP0248                          STATION RECOVERY (1993)
 GP0248
 GP0248'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0867 ***********************************************************************
 FS0867  DESIGNATION -  398.1 B
 FS0867  PID         -  FS0867
 FS0867  STATE/COUNTY-  AZ/MOHAVE
 FS0867  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0867
 FS0867                         *CURRENT SURVEY CONTROL
 FS0867  ___________________________________________________________________
 FS0867* NAD 83(1986)-  35 29 34.     (N)    114 40 35.     (W)     SCALED    
 FS0867* NAVD 88     -       187.358  (meters)     614.69   (feet)  POSTED    
 FS0867  ___________________________________________________________________
 FS0867  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0867  DYNAMIC HT  -         187.170 (meters)     614.07  (feet)  COMP
 FS0867  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FS0867
 FS0867  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0867
 FS0867.The horizontal coordinates were scaled from a topographic map and have
 FS0867.an estimated accuracy of +/- 6 seconds.
 FS0867
 FS0867.The orthometric height was determined by differential leveling
 FS0867.and adjusted by the  in 1992.
 FS0867.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0867.rate of 3.1 thru 4.0 mm/km.
 FS0867
 FS0867.The geoid height was determined by GEOID03.
 FS0867
 FS0867.The dynamic height is computed by dividing the NAVD 88
 FS0867.geopotential number by the normal gravity value computed on the
 FS0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0867.degrees latitude (g = 980.6199 gals.).
 FS0867
 FS0867.The modeled gravity was interpolated from observed gravity values.
 FS0867
 FS0867;                    North         East    Units  Estimated Accuracy
 FS0867;SPC AZ W     -   498,650.      129,310.      MT  (+/- 180 meters Scaled)
 FS0867
 FS0867                          SUPERSEDED SURVEY CONTROL
 FS0867
 FS0867  NGVD 29 (??/??/92)  186.655  (m)          612.38   (f) ADJ UNCH    1 2
 FS0867
 FS0867.Superseded values are not recommended for survey control.
 FS0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0867.See file dsdata.txt to determine how the superseded data were derived.
 FS0867
 FS0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV107301(NAD 83)
 FS0867_MARKER: DD = SURVEY DISK
 FS0867_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0867_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0867_STAMPING: 398.1 1932
 FS0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0867
 FS0867  HISTORY     - Date     Condition        Report By
 FS0867  HISTORY     - 1932     MONUMENTED       BOR
 FS0867  HISTORY     - 1950     GOOD             NGS
 FS0867  HISTORY     - 1957     GOOD             USGS
 FS0867
 FS0867                          STATION DESCRIPTION
 FS0867
 FS0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0867'30.9 MI W FROM GRASSHOPPER JUNCTION.
 FS0867'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0867'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 23.5 MILES WEST
 FS0867'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0867'208 YARDS SOUTHEAST OF THE LANDING, ABOUT QUARTERWAY UP A STEEP
 FS0867'SLOPE ON THE EAST SIDE OF THE COLORADO RIVER, 4 FEET SOUTHEAST OF
 FS0867'A CAIRN, 0.5 FOOT EAST OF A 2-INCH IRON PIPE PROJECTING 0.5 FOOT
 FS0867'ABOVE THE GROUND, AND SET IN CONCRETE IN THE TOP OF A 2-INCH
 FS0867'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 FS0867'IS INUNDATED BY LAKE MOJAVE.
 FS0867
 FS0867                          STATION RECOVERY (1957)
 FS0867
 FS0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0435 ***********************************************************************
 CY0435  DESIGNATION -  3985.51
 CY0435  PID         -  CY0435
 CY0435  STATE/COUNTY-  AZ/COCHISE
 CY0435  USGS QUAD   -  LUZENA (1979)
 CY0435
 CY0435                         *CURRENT SURVEY CONTROL
 CY0435  ___________________________________________________________________
 CY0435* NAD 83(1986)-  32 21 22.     (N)    109 36 46.     (W)     SCALED    
 CY0435* NAVD 88     -      1215.381  (meters)    3987.46   (feet)  ADJUSTED  
 CY0435  ___________________________________________________________________
 CY0435  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0435  DYNAMIC HT  -        1213.581 (meters)    3981.56  (feet)  COMP
 CY0435  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CY0435
 CY0435  VERT ORDER  -  FIRST     CLASS II
 CY0435
 CY0435.The horizontal coordinates were scaled from a topographic map and have
 CY0435.an estimated accuracy of +/- 6 seconds.
 CY0435
 CY0435.The orthometric height was determined by differential leveling
 CY0435.and adjusted in June 1991.
 CY0435
 CY0435.The geoid height was determined by GEOID03.
 CY0435
 CY0435.The dynamic height is computed by dividing the NAVD 88
 CY0435.geopotential number by the normal gravity value computed on the
 CY0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0435.degrees latitude (g = 980.6199 gals.).
 CY0435
 CY0435.The modeled gravity was interpolated from observed gravity values.
 CY0435
 CY0435;                    North         East    Units  Estimated Accuracy
 CY0435;SPC AZ E     -   150,490.      265,490.      MT  (+/- 180 meters Scaled)
 CY0435
 CY0435                          SUPERSEDED SURVEY CONTROL
 CY0435
 CY0435  NGVD 29 (??/??/92) 1214.628  (m)         3984.99   (f) ADJ UNCH    1 2
 CY0435
 CY0435.Superseded values are not recommended for survey control.
 CY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0435.See file dsdata.txt to determine how the superseded data were derived.
 CY0435
 CY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA305807(NAD 83)
 CY0435_MARKER: DD = SURVEY DISK
 CY0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0435_SP_SET: BRIDGE
 CY0435_STAMPING: 3985.51
 CY0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0435
 CY0435  HISTORY     - Date     Condition        Report By
 CY0435  HISTORY     - UNK      MONUMENTED       AZHD
 CY0435  HISTORY     - 1952     GOOD             NGS
 CY0435  HISTORY     - 1979     POOR             NGS
 CY0435
 CY0435                          STATION DESCRIPTION
 CY0435
 CY0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0435'16.2 MI NE FROM WILLCOX.
 CY0435'16.2 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0435'WILLCOX, 0.7 MILE SOUTHEAST OF THE INTERSECTION OF UNITED STATES
 CY0435'HIGHWAY 666 AND STATE HIGHWAY 86, 0.4 MILE SOUTHEAST OF HIGHWAY
 CY0435'MILEPOST NUMBER 344, 0.4 MILE NORTHWEST OF A SOUTHERN PACIFIC COMPANY
 CY0435'RAILROAD UNDERPASS NUMBER 1091.04, IN THE TOP AND AT THE SOUTHEAST END
 CY0435'OF THE NORTHEAST RAILING OF A BRIDGE OVER A DEEP DRY WASH, 26.0 FEET
 CY0435'NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, 17.4 FEET NORTHEAST OF
 CY0435'THE CENTER LINE OF THE HIGHWAY, AND 0.7 FOOT HIGHER THAN THE HIGHWAY.
 CY0435'NOTE-- 7.4 MILES NORTHWEST OF BOWIE ALONG THE SOUTHERN PACIFIC COMPANY
 CY0435'RAILROAD THENCE 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 86.
 CY0435
 CY0435                          STATION RECOVERY (1979)
 CY0435
 CY0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0435'13.2 KILOMETERS (8.2 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0435'RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FRONTAGE ROAD BRIDGE OVER
 CY0435'GOLD GULCH, IN TOP OF THE ADJUSTABLE SECTION OF THE NORTHEAST CURB,
 CY0435'7.9 METERS (26 FEET) NORTHWEST OF THE SOUTHEAST END OF THE CURB AND
 CY0435'5.4 METERS (17.5 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CY0435'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0364 ***********************************************************************
 ET0364  DESIGNATION -  3997.3
 ET0364  PID         -  ET0364
 ET0364  STATE/COUNTY-  AZ/YAVAPAI
 ET0364  USGS QUAD   -  HILLSIDE (1969)
 ET0364
 ET0364                         *CURRENT SURVEY CONTROL
 ET0364  ___________________________________________________________________
 ET0364* NAD 83(1986)-  34 26 16.     (N)    112 55 42.     (W)     SCALED    
 ET0364* NAVD 88     -      1218.971  (meters)    3999.24   (feet)  POSTED    
 ET0364  ___________________________________________________________________
 ET0364  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 ET0364  DYNAMIC HT  -        1217.430 (meters)    3994.18  (feet)  COMP
 ET0364  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 ET0364
 ET0364  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0364
 ET0364.The horizontal coordinates were scaled from a topographic map and have
 ET0364.an estimated accuracy of +/- 6 seconds.
 ET0364
 ET0364.The orthometric height was determined by differential leveling
 ET0364.and adjusted in November 2005.
 ET0364.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0364.rate of 1.1 thru 2.0 mm/km.
 ET0364
 ET0364.The geoid height was determined by GEOID03.
 ET0364
 ET0364.The dynamic height is computed by dividing the NAVD 88
 ET0364.geopotential number by the normal gravity value computed on the
 ET0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0364.degrees latitude (g = 980.6199 gals.).
 ET0364
 ET0364.The modeled gravity was interpolated from observed gravity values.
 ET0364
 ET0364;                    North         East    Units  Estimated Accuracy
 ET0364;SPC AZ C     -   381,670.      120,390.      MT  (+/- 180 meters Scaled)
 ET0364
 ET0364                          SUPERSEDED SURVEY CONTROL
 ET0364
 ET0364  NGVD 29 (??/??/92) 1218.219  (m)         3996.77   (f) ADJ UNCH    1 2
 ET0364
 ET0364.Superseded values are not recommended for survey control.
 ET0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0364.See file dsdata.txt to determine how the superseded data were derived.
 ET0364
 ET0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD228123(NAD 83)
 ET0364_MARKER: Q = CHISELED SQUARE
 ET0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0364_SP_SET: CATTLE GUARD
 ET0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0364
 ET0364  HISTORY     - Date     Condition        Report By
 ET0364  HISTORY     - UNK      MONUMENTED       USGS
 ET0364  HISTORY     - 1950     GOOD             NGS
 ET0364  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0364
 ET0364                          STATION DESCRIPTION
 ET0364
 ET0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0364'1.8 MI NW FROM HILLSIDE.
 ET0364'1.8 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0364'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 0.6 MILE NORTHWEST OF
 ET0364'THE NORTHWEST CORNER OF A TRIANGLE FORMED BY A COUNTY GRADED ROAD
 ET0364'LEADING SOUTHEAST TO KIRLKLAND, AT AN OLD ABANDONED CATTLE GUARD, IN
 ET0364'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 99.5
 ET0364'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A NEW CATTLE GUARD, 32 1/2
 ET0364'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER
 ET0364'THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0364
 ET0364                          STATION RECOVERY (2008)
 ET0364
 ET0364'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0364'THE TOP SURFACE OF THE NORTHEAST HEADWALL HAS BEEN REMOVED. THIS MARK
 ET0364'IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3951 ***********************************************************************
 AJ3951  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3951  DESIGNATION -  3AL4
 AJ3951  PID         -  AJ3951
 AJ3951  STATE/COUNTY-  AZ/MARICOPA
 AJ3951  USGS QUAD   -  GILLESPIE (1984)
 AJ3951
 AJ3951                         *CURRENT SURVEY CONTROL
 AJ3951  ___________________________________________________________________
 AJ3951* NAD 83(2007)-  33 22 13.84234(N)    112 52 35.84365(W)     ADJUSTED  
 AJ3951* NAVD 88     -       296.46   (meters)     972.6    (feet)  GPS OBS   
 AJ3951  ___________________________________________________________________
 AJ3951  EPOCH DATE  -        2007.00
 AJ3951  X           -  -2,072,884.229 (meters)                     COMP
 AJ3951  Y           -  -4,912,795.129 (meters)                     COMP
 AJ3951  Z           -   3,488,495.206 (meters)                     COMP
 AJ3951  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AJ3951  ELLIP HEIGHT-         265.413 (meters)          (02/10/07) ADJUSTED
 AJ3951  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AJ3951
 AJ3951  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3951  Type    PID    Designation                      North   East  Ellip
 AJ3951  -------------------------------------------------------------------
 AJ3951  NETWORK AJ3951 3AL4                              0.74   0.67   1.12
 AJ3951  -------------------------------------------------------------------
 AJ3951
 AJ3951.The horizontal coordinates were established by GPS observations
 AJ3951.and adjusted by the National Geodetic Survey in February 2007.
 AJ3951
 AJ3951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3951.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3951.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3951.The epoch date for horizontal control is a decimal equivalence
 AJ3951.of Year/Month/Day.
 AJ3951
 AJ3951.The orthometric height was determined by GPS observations and a
 AJ3951.high-resolution geoid model.
 AJ3951.The orthometric height was determined by GPS observations and a
 AJ3951.high-resolution geoid model using precise GPS observation and
 AJ3951.processing techniques.
 AJ3951
 AJ3951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3951
 AJ3951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3951
 AJ3951.The ellipsoidal height was determined by GPS observations
 AJ3951.and is referenced to NAD 83.
 AJ3951
 AJ3951.The geoid height was determined by GEOID03.
 AJ3951
 AJ3951;                    North         East     Units Scale Factor Converg.
 AJ3951;SPC AZ C     -   263,251.694   124,033.081   MT  0.99999835   -0 31 41.0
 AJ3951;SPC AZ C     -   863,686.66    406,932.68   iFT  0.99999835   -0 31 41.0
 AJ3951;UTM  12      - 3,693,936.111   325,417.640   MT  0.99997578   -1 01 57.0
 AJ3951
 AJ3951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3951!SPC AZ C     -   0.99995833  x   0.99999835  =   0.99995668
 AJ3951!UTM  12      -   0.99995833  x   0.99997578  =   0.99993411
 AJ3951
 AJ3951                          SUPERSEDED SURVEY CONTROL
 AJ3951
 AJ3951  NAD 83(1992)-  33 22 13.84152(N)    112 52 35.84339(W) AD(       ) B
 AJ3951  ELLIP H (04/12/01)  265.439  (m)                       GP(       ) 3 2
 AJ3951
 AJ3951.Superseded values are not recommended for survey control.
 AJ3951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3951.See file dsdata.txt to determine how the superseded data were derived.
 AJ3951
 AJ3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2541893936(NAD 83)
 AJ3951_MARKER: DD = SURVEY DISK
 AJ3951_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3951_STAMPING: 3AL4 1999
 AJ3951_MARK LOGO: MCDOT 
 AJ3951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3951+STABILITY: POSITION/ELEVATION WELL
 AJ3951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3951+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3951
 AJ3951  HISTORY     - Date     Condition        Report By
 AJ3951  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3951
 AJ3951                          STATION DESCRIPTION
 AJ3951
 AJ3951'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3951'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH OF THE TOWN OF
 AJ3951'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 06 WEST, SECTION 4
 AJ3951'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3951'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3951'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD FOR 7.9 MI (12.7 KM) TO
 AJ3951'THE STATION ON YOUR RIGHT, PARK ON THE RIGHT (WEST) SIDE OF
 AJ3951'WINTERSBURG ROAD (383RD AVENUE) AND HIKE WEST TO TOP OF CUT BANK AND
 AJ3951'STATION AS DESCRIBED
 AJ3951'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3951'COUNTY D.O.T.  BRASS DISK, STAMPED 3AL4 1999, SET IN BEDROCK,
 AJ3951'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3951'STATION TIES
 AJ3951'10 FT (3.0 M) WEST OF TOP OF CUT BANK
 AJ3951'4.0 FT (1.2 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3951'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3951'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3817 ***********************************************************************
 AJ3817  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3817  DESIGNATION -  3BD3
 AJ3817  PID         -  AJ3817
 AJ3817  STATE/COUNTY-  AZ/MARICOPA
 AJ3817  USGS QUAD   -  AVONDALE SW (1978)
 AJ3817
 AJ3817                         *CURRENT SURVEY CONTROL
 AJ3817  ___________________________________________________________________
 AJ3817* NAD 83(2007)-  33 20 13.34382(N)    112 27 34.57716(W)     ADJUSTED  
 AJ3817* NAVD 88     -       301.59   (meters)     989.5    (feet)  GPS OBS   
 AJ3817  ___________________________________________________________________
 AJ3817  EPOCH DATE  -        2007.00
 AJ3817  X           -  -2,037,854.227 (meters)                     COMP
 AJ3817  Y           -  -4,929,642.771 (meters)                     COMP
 AJ3817  Z           -   3,485,397.270 (meters)                     COMP
 AJ3817  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AJ3817  ELLIP HEIGHT-         271.085 (meters)          (02/10/07) ADJUSTED
 AJ3817  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AJ3817
 AJ3817  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3817  Type    PID    Designation                      North   East  Ellip
 AJ3817  -------------------------------------------------------------------
 AJ3817  NETWORK AJ3817 3BD3                              0.84   0.76   1.31
 AJ3817  -------------------------------------------------------------------
 AJ3817
 AJ3817.The horizontal coordinates were established by GPS observations
 AJ3817.and adjusted by the National Geodetic Survey in February 2007.
 AJ3817
 AJ3817.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3817.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3817.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3817.The epoch date for horizontal control is a decimal equivalence
 AJ3817.of Year/Month/Day.
 AJ3817
 AJ3817.The orthometric height was determined by GPS observations and a
 AJ3817.high-resolution geoid model.
 AJ3817.The orthometric height was determined by GPS observations and a
 AJ3817.high-resolution geoid model using precise GPS observation and
 AJ3817.processing techniques.
 AJ3817
 AJ3817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3817
 AJ3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3817
 AJ3817.The ellipsoidal height was determined by GPS observations
 AJ3817.and is referenced to NAD 83.
 AJ3817
 AJ3817.The geoid height was determined by GEOID03.
 AJ3817
 AJ3817;                    North         East     Units Scale Factor Converg.
 AJ3817;SPC AZ C     -   259,259.652   162,819.235   MT  0.99993148   -0 17 54.2
 AJ3817;SPC AZ C     -   850,589.41    534,183.84   iFT  0.99993148   -0 17 54.2
 AJ3817;UTM  12      - 3,689,603.213   364,164.714   MT  0.99982749   -0 48 08.2
 AJ3817
 AJ3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3817!SPC AZ C     -   0.99995744  x   0.99993148  =   0.99988893
 AJ3817!UTM  12      -   0.99995744  x   0.99982749  =   0.99978494
 AJ3817
 AJ3817                          SUPERSEDED SURVEY CONTROL
 AJ3817
 AJ3817  NAD 83(1992)-  33 20 13.34303(N)    112 27 34.57667(W) AD(       ) B
 AJ3817  ELLIP H (04/12/01)  271.109  (m)                       GP(       ) 3 2
 AJ3817
 AJ3817.Superseded values are not recommended for survey control.
 AJ3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3817.See file dsdata.txt to determine how the superseded data were derived.
 AJ3817
 AJ3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6416589603(NAD 83)
 AJ3817_MARKER: DD = SURVEY DISK
 AJ3817_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3817_STAMPING: 3BD3 1999
 AJ3817_MARK LOGO: MCDOT 
 AJ3817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3817+STABILITY: POSITION/ELEVATION WELL
 AJ3817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3817+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2007
 AJ3817
 AJ3817  HISTORY     - Date     Condition        Report By
 AJ3817  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3817  HISTORY     - 20070521 GOOD             MCDOT
 AJ3817
 AJ3817                          STATION DESCRIPTION
 AJ3817
 AJ3817'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3817'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF THE TOWN OF
 AJ3817'AVONDALE IN TOWNSHIP 1 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3817'OWNERSHIP - STATE LAND
 AJ3817'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3817'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 9.0 MI (14.5 KM)
 AJ3817'(NOTE JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION OF
 AJ3817'NARRIMORE ROAD AND TUTHILL ROAD, THENCE TURN LEFT (EAST) ONTO
 AJ3817'NARRIMORE ROAD AND DRIVE 1.9 MI (3.1 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3817'THE LEFT (NORTH) WHICH IS 0.1 MI (0.2 KM) EAST OF 189TH AVENUE, THENCE
 AJ3817'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHWESTERLY 0.2 MI
 AJ3817'(0.3 KM) TO A Y IN THE ROAD, THENCE STAY LEFT AND CONTINUE DRIVING
 AJ3817'NORTHWESTERLY 0.2 MI (0.3 KM) DIRECTLY TO THE TOP OF A SMALL MOUNTAIN
 AJ3817'AND THE STATION ON THE RIGHT, 30 FT (9.1 M) NORTH OF THE CENTERLINE OF
 AJ3817'THE ROAD IN A ROCK OUTCROPPING
 AJ3817'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3817'COUNTY D.O.T.  BRASS DISK, STAMPED 3BD3 1999, SET IN A ROCK OUTCROP,
 AJ3817'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3817'STATION TIES -
 AJ3817'30 FT (9.1 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3817'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3817'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3817
 AJ3817                          STATION RECOVERY (2007)
 AJ3817
 AJ3817'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3817'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3823 ***********************************************************************
 AJ3823  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3823  DESIGNATION -  3BF3
 AJ3823  PID         -  AJ3823
 AJ3823  STATE/COUNTY-  AZ/MARICOPA
 AJ3823  USGS QUAD   -  BUCKEYE (1976)
 AJ3823
 AJ3823                         *CURRENT SURVEY CONTROL
 AJ3823  ___________________________________________________________________
 AJ3823* NAD 83(2007)-  33 19 58.37550(N)    112 32 47.09101(W)     ADJUSTED  
 AJ3823* NAVD 88     -       285.25   (meters)     935.9    (feet)  GPS OBS   
 AJ3823  ___________________________________________________________________
 AJ3823  EPOCH DATE  -        2007.00
 AJ3823  X           -  -2,045,412.724 (meters)                     COMP
 AJ3823  Y           -  -4,926,770.872 (meters)                     COMP
 AJ3823  Z           -   3,485,002.911 (meters)                     COMP
 AJ3823  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AJ3823  ELLIP HEIGHT-         254.591 (meters)          (02/10/07) ADJUSTED
 AJ3823  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3823
 AJ3823  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3823  Type    PID    Designation                      North   East  Ellip
 AJ3823  -------------------------------------------------------------------
 AJ3823  NETWORK AJ3823 3BF3                              0.90   0.80   1.27
 AJ3823  -------------------------------------------------------------------
 AJ3823
 AJ3823.The horizontal coordinates were established by GPS observations
 AJ3823.and adjusted by the National Geodetic Survey in February 2007.
 AJ3823
 AJ3823.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3823.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3823.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3823.The epoch date for horizontal control is a decimal equivalence
 AJ3823.of Year/Month/Day.
 AJ3823
 AJ3823.The orthometric height was determined by GPS observations and a
 AJ3823.high-resolution geoid model.
 AJ3823.The orthometric height was determined by GPS observations and a
 AJ3823.high-resolution geoid model using precise GPS observation and
 AJ3823.processing techniques.
 AJ3823
 AJ3823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3823
 AJ3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3823
 AJ3823.The ellipsoidal height was determined by GPS observations
 AJ3823.and is referenced to NAD 83.
 AJ3823
 AJ3823.The geoid height was determined by GEOID03.
 AJ3823
 AJ3823;                    North         East     Units Scale Factor Converg.
 AJ3823;SPC AZ C     -   258,843.985   154,735.456   MT  0.99994236   -0 20 45.8
 AJ3823;SPC AZ C     -   849,225.67    507,662.26   iFT  0.99994236   -0 20 45.8
 AJ3823;UTM  12      - 3,689,258.684   356,078.365   MT  0.99985538   -0 50 59.7
 AJ3823
 AJ3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3823!SPC AZ C     -   0.99996003  x   0.99994236  =   0.99990239
 AJ3823!UTM  12      -   0.99996003  x   0.99985538  =   0.99981542
 AJ3823
 AJ3823                          SUPERSEDED SURVEY CONTROL
 AJ3823
 AJ3823  NAD 83(1992)-  33 19 58.37467(N)    112 32 47.09057(W) AD(       ) B
 AJ3823  ELLIP H (04/12/01)  254.621  (m)                       GP(       ) 3 2
 AJ3823
 AJ3823.Superseded values are not recommended for survey control.
 AJ3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3823.See file dsdata.txt to determine how the superseded data were derived.
 AJ3823
 AJ3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5607889259(NAD 83)
 AJ3823_MARKER: I = METAL ROD
 AJ3823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3823+WITH SETTING: INFORMATION.
 AJ3823_STAMPING: 3BF3 2000
 AJ3823_MARK LOGO: MCDOT 
 AJ3823_PROJECTION: FLUSH
 AJ3823_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3823+STABILITY: POSITION/ELEVATION WELL
 AJ3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3823+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3823_ROD/PIPE-DEPTH:  2.4 meters
 AJ3823_SLEEVE-DEPTH  :  0.8 meters
 AJ3823
 AJ3823  HISTORY     - Date     Condition        Report By
 AJ3823  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3823
 AJ3823                          STATION DESCRIPTION
 AJ3823
 AJ3823'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3823'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF THE TOWN
 AJ3823'OF GOODYEAR IN TOWNSHIP 1 SOUTH, RANGE 3 WEST, SECTION 22
 AJ3823'OWNERSHIP - BLM
 AJ3823'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3823'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 9.2 MI (14.8 KM)
 AJ3823'(NOTE JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION OF
 AJ3823'NARRIMORE ROAD AND TUTHILL ROAD, THENCE TURN RIGHT (WEST) ONTO
 AJ3823'NARRIMORE ROAD AND DRIVE 2.0 MI (3.2 KM) TO DEAN ROAD, THENCE TURN
 AJ3823'RIGHT (NORTH) ONTO DEAN ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE
 AJ3823'INTERSECTION OF DEAN ROAD AND EAGLE MOUNTAIN ROAD, THENCE TURN LEFT
 AJ3823'(WEST) ONTO EAGLE MOUNTAIN ROAD AND DRIVE WEST 0.9 MI (1.4 KM) TO AN
 AJ3823'UNMARKED DIRT ROAD ON THE LEFT (SOUTH) , THENCE TURN LEFT (SOUTH) ONTO
 AJ3823'THE DIRT ROAD AND DRIVE SOUTH AND THEN EAST 0.3 MI (0.5 KM) TO AN
 AJ3823'UNMARKED DIRT ROAD ON THE LEFT, THENCE TURN LEFT (SOUTH) AND DRIVE
 AJ3823'SOUTHERLY (STAY TO THE RIGHT OF A Y IN THE ROAD) FOR 0.7 MI (1.1 KM)
 AJ3823'TO ANOTHER Y IN THE DIRT ROAD, THENCE STAY RIGHT AND CONTINUE DRIVING
 AJ3823'WESTERLY 50 FT (15.2 M) TO THE STATION ON THE RIGHT (NORTH) 170 FT
 AJ3823'(51.8 M) FROM CENTERLINE OF DIRT ROAD ON THE TOP OF A SMALL HILL
 AJ3823'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3823'COMPRESSED ON A 4 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3823'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3823'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BF3 2000, SURROUNDED WITH A
 AJ3823'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3823'MARKER
 AJ3823'STATION TIES -
 AJ3823'170 FT (51.8 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3823'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3823'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3814 ***********************************************************************
 AJ3814  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3814  DESIGNATION -  3BH1
 AJ3814  PID         -  AJ3814
 AJ3814  STATE/COUNTY-  AZ/MARICOPA
 AJ3814  USGS QUAD   -  HASSAYAMPA (1978)
 AJ3814
 AJ3814                         *CURRENT SURVEY CONTROL
 AJ3814  ___________________________________________________________________
 AJ3814* NAD 83(2007)-  33 20 53.34063(N)    112 39 37.55141(W)     ADJUSTED  
 AJ3814* NAVD 88     -       253.58   (meters)     832.0    (feet)  GPS OBS   
 AJ3814  ___________________________________________________________________
 AJ3814  EPOCH DATE  -        2007.00
 AJ3814  X           -  -2,054,843.946 (meters)                     COMP
 AJ3814  Y           -  -4,921,807.361 (meters)                     COMP
 AJ3814  Z           -   3,486,400.150 (meters)                     COMP
 AJ3814  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AJ3814  ELLIP HEIGHT-         222.739 (meters)          (02/10/07) ADJUSTED
 AJ3814  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 AJ3814
 AJ3814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3814  Type    PID    Designation                      North   East  Ellip
 AJ3814  -------------------------------------------------------------------
 AJ3814  NETWORK AJ3814 3BH1                              0.78   0.73   1.20
 AJ3814  -------------------------------------------------------------------
 AJ3814
 AJ3814.The horizontal coordinates were established by GPS observations
 AJ3814.and adjusted by the National Geodetic Survey in February 2007.
 AJ3814
 AJ3814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3814.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3814.The epoch date for horizontal control is a decimal equivalence
 AJ3814.of Year/Month/Day.
 AJ3814
 AJ3814.The orthometric height was determined by GPS observations and a
 AJ3814.high-resolution geoid model.
 AJ3814.The orthometric height was determined by GPS observations and a
 AJ3814.high-resolution geoid model using precise GPS observation and
 AJ3814.processing techniques.
 AJ3814
 AJ3814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3814
 AJ3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3814
 AJ3814.The ellipsoidal height was determined by GPS observations
 AJ3814.and is referenced to NAD 83.
 AJ3814
 AJ3814.The geoid height was determined by GEOID03.
 AJ3814
 AJ3814;                    North         East     Units Scale Factor Converg.
 AJ3814;SPC AZ C     -   260,607.179   144,133.252   MT  0.99995907   -0 24 32.0
 AJ3814;SPC AZ C     -   855,010.43    472,878.12   iFT  0.99995907   -0 24 32.0
 AJ3814;UTM  12      - 3,691,114.922   345,492.882   MT  0.99989433   -0 54 46.7
 AJ3814
 AJ3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3814!SPC AZ C     -   0.99996503  x   0.99995907  =   0.99992410
 AJ3814!UTM  12      -   0.99996503  x   0.99989433  =   0.99985937
 AJ3814
 AJ3814                          SUPERSEDED SURVEY CONTROL
 AJ3814
 AJ3814  NAD 83(1992)-  33 20 53.33977(N)    112 39 37.55106(W) AD(       ) B
 AJ3814  ELLIP H (04/12/01)  222.774  (m)                       GP(       ) 3 2
 AJ3814
 AJ3814.Superseded values are not recommended for survey control.
 AJ3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3814.See file dsdata.txt to determine how the superseded data were derived.
 AJ3814
 AJ3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4549391115(NAD 83)
 AJ3814_MARKER: F = FLANGE-ENCASED ROD
 AJ3814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3814_STAMPING: 3BH1 12-1999
 AJ3814_MARK LOGO: MCDOT 
 AJ3814_PROJECTION: FLUSH
 AJ3814_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3814+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 AJ3814_ROD/PIPE-DEPTH:  6.7 meters
 AJ3814_SLEEVE-DEPTH  :  0.8 meters
 AJ3814
 AJ3814  HISTORY     - Date     Condition        Report By
 AJ3814  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3814  HISTORY     - 20060116 GOOD             NGS
 AJ3814  HISTORY     - 20070426 GOOD             MCDOT
 AJ3814
 AJ3814                          STATION DESCRIPTION
 AJ3814
 AJ3814'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3814'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF THE TOWN OF
 AJ3814'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 4 WEST, SECTION 16
 AJ3814'OWNERSHIP - PRIVATE
 AJ3814'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY 85
 AJ3814'AT EXIT 112, DRIVE SOUTH ON HIGHWAY 85 FOR 5.5 MI (8.9 KM) TO OLD
 AJ3814'HIGHWAY 80, THENCE TURN RIGHT (WEST) ONTO OLD HIGHWAY 80 AND DRIVE
 AJ3814'WEST 2.0 MI (3.2 KM) TO THE INTERSECTION OF WILSON AVENUE AND OLD
 AJ3814'HIGHWAY 80, THENCE CONTINUE DRIVING WEST FOR 163 FT (49.7 M) TO THE
 AJ3814'STATION ON YOUR LEFT, WHICH IS 45 FT (13.7 M) SOUTH OF THE CENTERLINE
 AJ3814'OF OLD HIGHWAY 80
 AJ3814'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3814'COMPRESSED ON A 22 FT (6.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3814'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3814'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3BH1 12-1999, SURROUNDED
 AJ3814'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3814'CARSONITE MARKER
 AJ3814'STATION TIES -
 AJ3814'163 FT (49.7 M) WEST OF THE CENTERLINE OF THE WILSON AVE
 AJ3814'45 FT (13.7 M) SOUTH OF THE CENTERLINE OF OLD HIGHWAY 80
 AJ3814'4 FT (1.2 M) NORTH OF A CONCRETE IRRIGATION DITCH
 AJ3814'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3814'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3814
 AJ3814                          STATION RECOVERY (2006)
 AJ3814
 AJ3814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3814'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AJ3814'STATE HIGHWAY 85 (EXIT 112), PROCEED SOUTH APPROXIMATELY 4.6 MI (7.4
 AJ3814'KM) TO HAZEN ROAD.  TURN RIGHT, WEST ON HAZEN ROAD AND PROCEED 1.9 MI
 AJ3814'(3.1 KM) TO THE INTERSECTION WITH SOUTH WILSON STREET, TURN LEFT,
 AJ3814'SOUTH AND PROCEED 0.5 MI (0.8 KM) TO OLD US HIGHWAY 80, TURN RIGHT,
 AJ3814'WEST AND PROCEED APPROXIMATELY 50 M (164.0 FT) TO THE STATION ON THE
 AJ3814'LEFT.
 AJ3814
 AJ3814                          STATION RECOVERY (2007)
 AJ3814
 AJ3814'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3812 ***********************************************************************
 AJ3812  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3812  DESIGNATION -  3BJ2
 AJ3812  PID         -  AJ3812
 AJ3812  STATE/COUNTY-  AZ/MARICOPA
 AJ3812  USGS QUAD   -  ARLINGTON (1984)
 AJ3812
 AJ3812                         *CURRENT SURVEY CONTROL
 AJ3812  ___________________________________________________________________
 AJ3812* NAD 83(2007)-  33 20 02.16845(N)    112 45 47.95596(W)     ADJUSTED  
 AJ3812* NAVD 88     -       267.20   (meters)     876.6    (feet)  GPS OBS   
 AJ3812  ___________________________________________________________________
 AJ3812  EPOCH DATE  -        2007.00
 AJ3812  X           -  -2,064,018.704 (meters)                     COMP
 AJ3812  Y           -  -4,918,918.801 (meters)                     COMP
 AJ3812  Z           -   3,485,090.438 (meters)                     COMP
 AJ3812  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3812  ELLIP HEIGHT-         236.197 (meters)          (02/10/07) ADJUSTED
 AJ3812  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AJ3812
 AJ3812  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3812  Type    PID    Designation                      North   East  Ellip
 AJ3812  -------------------------------------------------------------------
 AJ3812  NETWORK AJ3812 3BJ2                              0.78   0.69   1.10
 AJ3812  -------------------------------------------------------------------
 AJ3812
 AJ3812.The horizontal coordinates were established by GPS observations
 AJ3812.and adjusted by the National Geodetic Survey in February 2007.
 AJ3812
 AJ3812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3812.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3812.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3812.The epoch date for horizontal control is a decimal equivalence
 AJ3812.of Year/Month/Day.
 AJ3812
 AJ3812.The orthometric height was determined by GPS observations and a
 AJ3812.high-resolution geoid model.
 AJ3812.The orthometric height was determined by GPS observations and a
 AJ3812.high-resolution geoid model using precise GPS observation and
 AJ3812.processing techniques.
 AJ3812
 AJ3812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3812
 AJ3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3812
 AJ3812.The ellipsoidal height was determined by GPS observations
 AJ3812.and is referenced to NAD 83.
 AJ3812
 AJ3812.The geoid height was determined by GEOID03.
 AJ3812
 AJ3812;                    North         East     Units Scale Factor Converg.
 AJ3812;SPC AZ C     -   259,103.803   134,543.563   MT  0.99997656   -0 27 55.0
 AJ3812;SPC AZ C     -   850,078.09    441,415.89   iFT  0.99997656   -0 27 55.0
 AJ3812;UTM  12      - 3,689,696.036   335,890.864   MT  0.99993205   -0 58 09.1
 AJ3812
 AJ3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3812!SPC AZ C     -   0.99996292  x   0.99997656  =   0.99993948
 AJ3812!UTM  12      -   0.99996292  x   0.99993205  =   0.99989497
 AJ3812
 AJ3812                          SUPERSEDED SURVEY CONTROL
 AJ3812
 AJ3812  NAD 83(1992)-  33 20 02.16762(N)    112 45 47.95566(W) AD(       ) B
 AJ3812  ELLIP H (04/12/01)  236.229  (m)                       GP(       ) 3 2
 AJ3812
 AJ3812.Superseded values are not recommended for survey control.
 AJ3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3812.See file dsdata.txt to determine how the superseded data were derived.
 AJ3812
 AJ3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3589189696(NAD 83)
 AJ3812_MARKER: F = FLANGE-ENCASED ROD
 AJ3812_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3812+WITH SETTING: INFORMATION.
 AJ3812_STAMPING: 3BJ2 10/1999
 AJ3812_MARK LOGO: MCDOT 
 AJ3812_PROJECTION: FLUSH
 AJ3812_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3812+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3812_ROD/PIPE-DEPTH:  0.9 meters
 AJ3812_SLEEVE-DEPTH  :  0.8 meters
 AJ3812
 AJ3812  HISTORY     - Date     Condition        Report By
 AJ3812  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3812  HISTORY     - 20060116 GOOD             NGS
 AJ3812
 AJ3812                          STATION DESCRIPTION
 AJ3812
 AJ3812'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3812'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF THE TOWN OF
 AJ3812'ARLINGTON IN TOWNSHIP 1 SOUTH, RANGE 5 WEST, SECTION 15
 AJ3812'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3812'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 85 AND OLD HIGHWAY
 AJ3812'80, DRIVE WESTERLY, AND SOUTHWESTERLY ON OLD HIGHWAY 80 FOR 7 MI (11.3
 AJ3812'KM) TO AN UNMARKED DIRT POWER LINE ROAD WITH A GATE ON YOUR RIGHT
 AJ3812'(WEST) (BEING 0.9 MI (1.4 KM) PAST 319TH AVENUE), THENCE TURN RIGHT
 AJ3812'(WEST) ONTO THE DIRT POWER LINE ROAD THROUGH THE GATE AND DRIVE WEST
 AJ3812'0.8 MI (1.3 KM) TO THE STATION ON YOUR RIGHT, 104 FT (31.7 M) NORTH OF
 AJ3812'THE CENTERLINE
 AJ3812'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3812'COMPRESSED ON A 3 FT (0.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3812'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3812'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3BJ2 10/1999, SURROUNDED
 AJ3812'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3812'CARSONITE MARKER
 AJ3812'STATION TIES -
 AJ3812'104 FT (31.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3812'113 FT (34.4 M) EAST OF A BARBED WIRE FENCE
 AJ3812'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3812'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3812
 AJ3812                          STATION RECOVERY (2006)
 AJ3812
 AJ3812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3812'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3952 ***********************************************************************
 AJ3952  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3952  DESIGNATION -  3BL2
 AJ3952  PID         -  AJ3952
 AJ3952  STATE/COUNTY-  AZ/MARICOPA
 AJ3952  USGS QUAD   -  ARLINGTON (1984)
 AJ3952
 AJ3952                         *CURRENT SURVEY CONTROL
 AJ3952  ___________________________________________________________________
 AJ3952* NAD 83(2007)-  33 20 00.13807(N)    112 51 34.27242(W)     ADJUSTED  
 AJ3952* NAVD 88     -       268.00   (meters)     879.3    (feet)  GPS OBS   
 AJ3952  ___________________________________________________________________
 AJ3952  EPOCH DATE  -        2007.00
 AJ3952  X           -  -2,072,288.190 (meters)                     COMP
 AJ3952  Y           -  -4,915,478.629 (meters)                     COMP
 AJ3952  Z           -   3,485,038.567 (meters)                     COMP
 AJ3952  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3952  ELLIP HEIGHT-         236.912 (meters)          (02/10/07) ADJUSTED
 AJ3952  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AJ3952
 AJ3952  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3952  Type    PID    Designation                      North   East  Ellip
 AJ3952  -------------------------------------------------------------------
 AJ3952  NETWORK AJ3952 3BL2                              0.76   0.71   1.10
 AJ3952  -------------------------------------------------------------------
 AJ3952
 AJ3952.The horizontal coordinates were established by GPS observations
 AJ3952.and adjusted by the National Geodetic Survey in February 2007.
 AJ3952
 AJ3952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3952.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3952.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3952.The epoch date for horizontal control is a decimal equivalence
 AJ3952.of Year/Month/Day.
 AJ3952
 AJ3952.The orthometric height was determined by GPS observations and a
 AJ3952.high-resolution geoid model.
 AJ3952.The orthometric height was determined by GPS observations and a
 AJ3952.high-resolution geoid model using precise GPS observation and
 AJ3952.processing techniques.
 AJ3952
 AJ3952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3952
 AJ3952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3952
 AJ3952.The ellipsoidal height was determined by GPS observations
 AJ3952.and is referenced to NAD 83.
 AJ3952
 AJ3952.The geoid height was determined by GEOID03.
 AJ3952
 AJ3952;                    North         East     Units Scale Factor Converg.
 AJ3952;SPC AZ C     -   259,118.112   125,587.368   MT  0.99999495   -0 31 05.3
 AJ3952;SPC AZ C     -   850,125.04    412,032.05   iFT  0.99999495   -0 31 05.3
 AJ3952;UTM  12      - 3,689,789.112   326,935.456   MT  0.99996928   -1 01 19.5
 AJ3952
 AJ3952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3952!SPC AZ C     -   0.99996281  x   0.99999495  =   0.99995776
 AJ3952!UTM  12      -   0.99996281  x   0.99996928  =   0.99993209
 AJ3952
 AJ3952                          SUPERSEDED SURVEY CONTROL
 AJ3952
 AJ3952  NAD 83(1992)-  33 20 00.13725(N)    112 51 34.27218(W) AD(       ) B
 AJ3952  ELLIP H (04/12/01)  236.940  (m)                       GP(       ) 3 2
 AJ3952
 AJ3952.Superseded values are not recommended for survey control.
 AJ3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3952.See file dsdata.txt to determine how the superseded data were derived.
 AJ3952
 AJ3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2693589789(NAD 83)
 AJ3952_MARKER: I = METAL ROD
 AJ3952_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3952+WITH SETTING: INFORMATION.
 AJ3952_STAMPING: 3BL2 11-1999
 AJ3952_MARK LOGO: MCDOT 
 AJ3952_PROJECTION: FLUSH
 AJ3952_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3952+STABILITY: POSITION/ELEVATION WELL
 AJ3952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3952+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 AJ3952_ROD/PIPE-DEPTH:  2.6 meters
 AJ3952_SLEEVE-DEPTH  :  0.8 meters
 AJ3952
 AJ3952  HISTORY     - Date     Condition        Report By
 AJ3952  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3952  HISTORY     - 20070523 GOOD             MCDOT
 AJ3952
 AJ3952                          STATION DESCRIPTION
 AJ3952
 AJ3952'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3952'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF THE TOWN OF
 AJ3952'ARLINGTON, TOWNSHIP 01 SOUTH, RANGE 06 WEST, SECTION 22
 AJ3952'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3952'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3952'SALOME ROAD, DRIVE NORTHWEST ON SALOME ROAD FOR 1.5 MI (2.4 KM) TO THE
 AJ3952'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3952'THENCE CONTINUE NORTHWEST ON SALOME ROAD FOR 0.5 MI (0.8 KM) TO WARD
 AJ3952'ROAD ON YOUR LEFT (WEST) , THENCE TURN LEFT (WEST-SOUTHWEST) ON TO
 AJ3952'WARD ROAD AND DRIVE 0.5 MI (0.8 KM) TO DOBBINS ROAD ON YOUR RIGHT
 AJ3952'(WEST) , THENCE TURN RIGHT (WEST) ON TO DOBBINS ROAD AND DRIVE 3.5 MI
 AJ3952'(5.6 KM) TO 355TH AVENUE, THENCE TURN LEFT (SOUTH) ON TO 355TH AVENUE
 AJ3952'AND DRIVE FOR 1.0 MI (1.6 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST)
 AJ3952'ON TO ELLIOT ROAD AND DRIVE FOR 2.5 MI (4.0 KM) TO AN UNMARKED DIRT
 AJ3952'ROAD ON YOUR LEFT (SOUTH) (DIRT ROAD LOCATED JUST WEST OF RAILROAD
 AJ3952'TRACKS BEARING NORTH AND SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT
 AJ3952'ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION ON YOUR RIGHT
 AJ3952'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3952'COMPRESSED ON A 8.5 FT (2.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3952'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3952'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BL2 11-1999, SURROUNDED WITH
 AJ3952'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3952'CARSONITE MARKER
 AJ3952'STATION TIES
 AJ3952'173 FT (52.7 M) SOUTH OF BARBED WIRE FENCE
 AJ3952'137 FT (41.8 M) WEST OF CENTERLINE OF RAILROAD TRACKS
 AJ3952'3.3 FT (1.0 M) EAST OF CARSONITE WITNESS POST
 AJ3952'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3952'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3952
 AJ3952                          STATION RECOVERY (2007)
 AJ3952
 AJ3952'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3954 ***********************************************************************
 AJ3954  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3954  DESIGNATION -  3BN2
 AJ3954  PID         -  AJ3954
 AJ3954  STATE/COUNTY-  AZ/MARICOPA
 AJ3954  USGS QUAD   -  GILLESPIE (1984)
 AJ3954
 AJ3954                         *CURRENT SURVEY CONTROL
 AJ3954  ___________________________________________________________________
 AJ3954* NAD 83(2007)-  33 20 01.07821(N)    112 58 14.79599(W)     ADJUSTED  
 AJ3954* NAVD 88     -       282.31   (meters)     926.2    (feet)  GPS OBS   
 AJ3954  ___________________________________________________________________
 AJ3954  EPOCH DATE  -        2007.00
 AJ3954  X           -  -2,081,827.560 (meters)                     COMP
 AJ3954  Y           -  -4,911,441.731 (meters)                     COMP
 AJ3954  Z           -   3,485,070.608 (meters)                     COMP
 AJ3954  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ3954  ELLIP HEIGHT-         251.181 (meters)          (02/10/07) ADJUSTED
 AJ3954  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AJ3954
 AJ3954  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3954  Type    PID    Designation                      North   East  Ellip
 AJ3954  -------------------------------------------------------------------
 AJ3954  NETWORK AJ3954 3BN2                              0.69   0.61   1.16
 AJ3954  -------------------------------------------------------------------
 AJ3954
 AJ3954.The horizontal coordinates were established by GPS observations
 AJ3954.and adjusted by the National Geodetic Survey in February 2007.
 AJ3954
 AJ3954.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3954.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3954.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3954.The epoch date for horizontal control is a decimal equivalence
 AJ3954.of Year/Month/Day.
 AJ3954
 AJ3954.The orthometric height was determined by GPS observations and a
 AJ3954.high-resolution geoid model.
 AJ3954.The orthometric height was determined by GPS observations and a
 AJ3954.high-resolution geoid model using precise GPS observation and
 AJ3954.processing techniques.
 AJ3954
 AJ3954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3954
 AJ3954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3954
 AJ3954.The ellipsoidal height was determined by GPS observations
 AJ3954.and is referenced to NAD 83.
 AJ3954
 AJ3954.The geoid height was determined by GEOID03.
 AJ3954
 AJ3954;                    North         East     Units Scale Factor Converg.
 AJ3954;SPC AZ C     -   259,246.272   115,230.063   MT  1.00001869   -0 34 45.5
 AJ3954;SPC AZ C     -   850,545.51    378,051.39   iFT  1.00001869   -0 34 45.5
 AJ3954;UTM  12      - 3,690,008.362   316,579.832   MT  1.00001480   -1 04 59.8
 AJ3954
 AJ3954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3954!SPC AZ C     -   0.99996057  x   1.00001869  =   0.99997926
 AJ3954!UTM  12      -   0.99996057  x   1.00001480  =   0.99997537
 AJ3954
 AJ3954                          SUPERSEDED SURVEY CONTROL
 AJ3954
 AJ3954  NAD 83(1992)-  33 20 01.07733(N)    112 58 14.79578(W) AD(       ) B
 AJ3954  ELLIP H (04/12/01)  251.208  (m)                       GP(       ) 3 2
 AJ3954
 AJ3954.Superseded values are not recommended for survey control.
 AJ3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3954.See file dsdata.txt to determine how the superseded data were derived.
 AJ3954
 AJ3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1658090008(NAD 83)
 AJ3954_MARKER: I = METAL ROD
 AJ3954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3954_STAMPING: 3BN2 1999
 AJ3954_MARK LOGO: MCDOT 
 AJ3954_PROJECTION: FLUSH
 AJ3954_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3954+STABILITY: POSITION/ELEVATION WELL
 AJ3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3954+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3954_ROD/PIPE-DEPTH:  7.3 meters
 AJ3954_SLEEVE-DEPTH  :  0.8 meters
 AJ3954
 AJ3954  HISTORY     - Date     Condition        Report By
 AJ3954  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3954
 AJ3954                          STATION DESCRIPTION
 AJ3954
 AJ3954'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3954'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF THE TOWN OF
 AJ3954'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 07 WEST, SECTION 22
 AJ3954'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3954'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3954'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3954'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3954'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3954'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3954'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 1.1 MI (1.8 KM) TO AN UNMARKED
 AJ3954'DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT
 AJ3954'ROAD AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN
 AJ3954'RIGHT (WEST) ON TO DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION
 AJ3954'ON YOUR LEFT
 AJ3954'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3954'COMPRESSED ON A 24.0 FT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3954'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3954'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BN2 1999, SURROUNDED WITH A
 AJ3954'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3954'MARKER
 AJ3954'STATION TIES
 AJ3954'99 FT (30.2 M) SOUTHEAST OF G.L.O.  BRASS CAP NORTHWEST CORNER SECTION
 AJ3954'22, TOWNSHIP 1 SOUTH, RANGE 7 WEST
 AJ3954'40 FT (12.2 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3954'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3954'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3956 ***********************************************************************
 AJ3956  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3956  DESIGNATION -  3BP2
 AJ3956  PID         -  AJ3956
 AJ3956  STATE/COUNTY-  AZ/MARICOPA
 AJ3956  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3956
 AJ3956                         *CURRENT SURVEY CONTROL
 AJ3956  ___________________________________________________________________
 AJ3956* NAD 83(2007)-  33 20 01.45900(N)    113 03 57.81150(W)     ADJUSTED  
 AJ3956* NAVD 88     -       308.85   (meters)    1013.3    (feet)  GPS OBS   
 AJ3956  ___________________________________________________________________
 AJ3956  EPOCH DATE  -        2007.00
 AJ3956  X           -  -2,089,998.481 (meters)                     COMP
 AJ3956  Y           -  -4,907,987.317 (meters)                     COMP
 AJ3956  Z           -   3,485,094.963 (meters)                     COMP
 AJ3956  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AJ3956  ELLIP HEIGHT-         277.665 (meters)          (02/10/07) ADJUSTED
 AJ3956  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AJ3956
 AJ3956  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3956  Type    PID    Designation                      North   East  Ellip
 AJ3956  -------------------------------------------------------------------
 AJ3956  NETWORK AJ3956 3BP2                              0.73   0.67   1.16
 AJ3956  -------------------------------------------------------------------
 AJ3956
 AJ3956.The horizontal coordinates were established by GPS observations
 AJ3956.and adjusted by the National Geodetic Survey in February 2007.
 AJ3956
 AJ3956.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3956.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3956.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3956.The epoch date for horizontal control is a decimal equivalence
 AJ3956.of Year/Month/Day.
 AJ3956
 AJ3956.The orthometric height was determined by GPS observations and a
 AJ3956.high-resolution geoid model.
 AJ3956.The orthometric height was determined by GPS observations and a
 AJ3956.high-resolution geoid model using precise GPS observation and
 AJ3956.processing techniques.
 AJ3956
 AJ3956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3956
 AJ3956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3956
 AJ3956.The ellipsoidal height was determined by GPS observations
 AJ3956.and is referenced to NAD 83.
 AJ3956
 AJ3956.The geoid height was determined by GEOID03.
 AJ3956
 AJ3956;                    North         East     Units Scale Factor Converg.
 AJ3956;SPC AZ C     -   259,351.747   106,359.671   MT  1.00004111   -0 37 54.0
 AJ3956;SPC AZ C     -   850,891.56    348,949.05   iFT  1.00004111   -0 37 54.0
 AJ3956;UTM  12      - 3,690,191.860   307,710.663   MT  1.00005589   -1 08 08.4
 AJ3956
 AJ3956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3956!SPC AZ C     -   0.99995641  x   1.00004111  =   0.99999752
 AJ3956!UTM  12      -   0.99995641  x   1.00005589  =   1.00001230
 AJ3956
 AJ3956                          SUPERSEDED SURVEY CONTROL
 AJ3956
 AJ3956  NAD 83(1992)-  33 20 01.45807(N)    113 03 57.81131(W) AD(       ) B
 AJ3956  ELLIP H (04/12/01)  277.692  (m)                       GP(       ) 3 2
 AJ3956
 AJ3956.Superseded values are not recommended for survey control.
 AJ3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3956.See file dsdata.txt to determine how the superseded data were derived.
 AJ3956
 AJ3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0771190192(NAD 83)
 AJ3956_MARKER: I = METAL ROD
 AJ3956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3956_STAMPING: 3BP2 1999
 AJ3956_MARK LOGO: MCDOT 
 AJ3956_PROJECTION: FLUSH
 AJ3956_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3956+STABILITY: POSITION/ELEVATION WELL
 AJ3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3956+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3956_ROD/PIPE-DEPTH:  9.1 meters
 AJ3956_SLEEVE-DEPTH  :  0.8 meters
 AJ3956
 AJ3956  HISTORY     - Date     Condition        Report By
 AJ3956  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3956
 AJ3956                          STATION DESCRIPTION
 AJ3956
 AJ3956'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3956'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3956'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 08 WEST, SECTION 22
 AJ3956'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3956'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3956'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3956'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3956'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3956'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3956'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3956'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3956'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3956'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3956'4.1 MI (6.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) (DIRT
 AJ3956'ROAD LOCATED 120 FEET (36.6 M) EAST OF CATTLE GUARD ACROSS DOBBINS
 AJ3956'ROAD) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE FOR 1.0 MI
 AJ3956'(1.6 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON
 AJ3956'DIRT ROAD FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD WITH A GATE ON
 AJ3956'YOUR RIGHT (WEST) , THENCE TURN RIGHT (WEST) ON TO DIRT ROAD THROUGH
 AJ3956'GATE AND DRIVE 0.5 MI (0.8 KM) TO THE STATION ON YOUR LEFT
 AJ3956'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3956'COMPRESSED ON A 30.0 FT (9.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3956'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3956'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BP2 1999, SURROUNDED WITH A
 AJ3956'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3956'MARKER
 AJ3956'STATION TIES
 AJ3956'121 FT (36.9 M) SOUTHWEST OF POWER POLE
 AJ3956'55 FT (16.8 M) SOUTH OF BARBED WIRE FENCE CORNER
 AJ3956'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3956'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3961 ***********************************************************************
 AJ3961  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3961  DESIGNATION -  3BR2
 AJ3961  PID         -  AJ3961
 AJ3961  STATE/COUNTY-  AZ/MARICOPA
 AJ3961  USGS QUAD   -  CORTEZ PEAK (1989)
 AJ3961
 AJ3961                         *CURRENT SURVEY CONTROL
 AJ3961  ___________________________________________________________________
 AJ3961* NAD 83(2007)-  33 20 01.18309(N)    113 10 07.28418(W)     ADJUSTED  
 AJ3961* NAVD 88     -       370.37   (meters)    1215.1    (feet)  GPS OBS   
 AJ3961  ___________________________________________________________________
 AJ3961  EPOCH DATE  -        2007.00
 AJ3961  X           -  -2,098,808.615 (meters)                     COMP
 AJ3961  Y           -  -4,904,287.226 (meters)                     COMP
 AJ3961  Z           -   3,485,121.632 (meters)                     COMP
 AJ3961  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AJ3961  ELLIP HEIGHT-         339.121 (meters)          (02/10/07) ADJUSTED
 AJ3961  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AJ3961
 AJ3961  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3961  Type    PID    Designation                      North   East  Ellip
 AJ3961  -------------------------------------------------------------------
 AJ3961  NETWORK AJ3961 3BR2                              0.74   0.65   1.10
 AJ3961  -------------------------------------------------------------------
 AJ3961
 AJ3961.The horizontal coordinates were established by GPS observations
 AJ3961.and adjusted by the National Geodetic Survey in February 2007.
 AJ3961
 AJ3961.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3961.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3961.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3961.The epoch date for horizontal control is a decimal equivalence
 AJ3961.of Year/Month/Day.
 AJ3961
 AJ3961.The orthometric height was determined by GPS observations and a
 AJ3961.high-resolution geoid model.
 AJ3961.The orthometric height was determined by GPS observations and a
 AJ3961.high-resolution geoid model using precise GPS observation and
 AJ3961.processing techniques.
 AJ3961
 AJ3961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3961
 AJ3961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3961
 AJ3961.The ellipsoidal height was determined by GPS observations
 AJ3961.and is referenced to NAD 83.
 AJ3961
 AJ3961.The geoid height was determined by GEOID03.
 AJ3961
 AJ3961;                    North         East     Units Scale Factor Converg.
 AJ3961;SPC AZ C     -   259,453.295    96,804.733   MT  1.00006744   -0 41 17.1
 AJ3961;SPC AZ C     -   851,224.72    317,600.83   iFT  1.00006744   -0 41 17.1
 AJ3961;UTM  12      - 3,690,377.462   298,156.751   MT  1.00010232   -1 11 31.7
 AJ3961
 AJ3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3961!SPC AZ C     -   0.99994676  x   1.00006744  =   1.00001420
 AJ3961!UTM  12      -   0.99994676  x   1.00010232  =   1.00004908
 AJ3961
 AJ3961                          SUPERSEDED SURVEY CONTROL
 AJ3961
 AJ3961  NAD 83(1992)-  33 20 01.18213(N)    113 10 07.28402(W) AD(       ) B
 AJ3961  ELLIP H (04/12/01)  339.148  (m)                       GP(       ) 3 2
 AJ3961
 AJ3961.Superseded values are not recommended for survey control.
 AJ3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3961.See file dsdata.txt to determine how the superseded data were derived.
 AJ3961
 AJ3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9815790377(NAD 83)
 AJ3961_MARKER: I = METAL ROD
 AJ3961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3961_STAMPING: 3BR2 1999
 AJ3961_MARK LOGO: MCDOT 
 AJ3961_PROJECTION: FLUSH
 AJ3961_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3961+STABILITY: POSITION/ELEVATION WELL
 AJ3961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3961+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3961_ROD/PIPE-DEPTH:  8.5 meters
 AJ3961_SLEEVE-DEPTH  :  0.8 meters
 AJ3961
 AJ3961  HISTORY     - Date     Condition        Report By
 AJ3961  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3961
 AJ3961                          STATION DESCRIPTION
 AJ3961
 AJ3961'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3961'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) WEST-SOUTHWEST OF THE
 AJ3961'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 09 WEST, SECTION 22
 AJ3961'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3961'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3961'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3961'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3961'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3961'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3961'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3961'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3961', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 3.0
 AJ3961'MI (4.8 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST) ON TO
 AJ3961'DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE STATION ON YOUR LEFT
 AJ3961'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3961'COMPRESSED ON A 28.0 FT (8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3961'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3961'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BR2 1999, SURROUNDED WITH A
 AJ3961'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3961'MARKER
 AJ3961'STATION TIES
 AJ3961'78 FT (23.8 M) SOUTHEAST OF G.L.O.  BRASS CAP NORTH QUARTER CORNER
 AJ3961'SECTION 22, TOWNSHIP 2 SOUTH, RANGE 9 WEST
 AJ3961'1.0 FT (0.3 M) NORTH OF CARSONITE WITNESS POST
 AJ3961'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3961'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3963 ***********************************************************************
 AJ3963  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3963  DESIGNATION -  3BT2
 AJ3963  PID         -  AJ3963
 AJ3963  STATE/COUNTY-  AZ/MARICOPA
 AJ3963  USGS QUAD   -  COLUMBUS PEAK (1990)
 AJ3963
 AJ3963                         *CURRENT SURVEY CONTROL
 AJ3963  ___________________________________________________________________
 AJ3963* NAD 83(2007)-  33 20 03.26595(N)    113 17 31.11431(W)     ADJUSTED  
 AJ3963* NAVD 88     -       434.89   (meters)    1426.8    (feet)  GPS OBS   
 AJ3963  ___________________________________________________________________
 AJ3963  EPOCH DATE  -        2007.00
 AJ3963  X           -  -2,109,363.900 (meters)                     COMP
 AJ3963  Y           -  -4,899,776.855 (meters)                     COMP
 AJ3963  Z           -   3,485,210.679 (meters)                     COMP
 AJ3963  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AJ3963  ELLIP HEIGHT-         403.598 (meters)          (02/10/07) ADJUSTED
 AJ3963  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AJ3963
 AJ3963  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3963  Type    PID    Designation                      North   East  Ellip
 AJ3963  -------------------------------------------------------------------
 AJ3963  NETWORK AJ3963 3BT2                              0.76   0.73   1.29
 AJ3963  -------------------------------------------------------------------
 AJ3963
 AJ3963.The horizontal coordinates were established by GPS observations
 AJ3963.and adjusted by the National Geodetic Survey in February 2007.
 AJ3963
 AJ3963.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3963.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3963.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3963.The epoch date for horizontal control is a decimal equivalence
 AJ3963.of Year/Month/Day.
 AJ3963
 AJ3963.The orthometric height was determined by GPS observations and a
 AJ3963.high-resolution geoid model.
 AJ3963.The orthometric height was determined by GPS observations and a
 AJ3963.high-resolution geoid model using precise GPS observation and
 AJ3963.processing techniques.
 AJ3963
 AJ3963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3963
 AJ3963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3963
 AJ3963.The ellipsoidal height was determined by GPS observations
 AJ3963.and is referenced to NAD 83.
 AJ3963
 AJ3963.The geoid height was determined by GEOID03.
 AJ3963
 AJ3963;                    North         East     Units Scale Factor Converg.
 AJ3963;SPC AZ C     -   259,662.104    85,327.598   MT  1.00010204   -0 45 21.1
 AJ3963;SPC AZ C     -   851,909.79    279,946.19   iFT  1.00010204   -0 45 21.1
 AJ3963;UTM  12      - 3,690,687.249   286,681.358   MT  1.00016106   -1 15 35.9
 AJ3963
 AJ3963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3963!SPC AZ C     -   0.99993664  x   1.00010204  =   1.00003867
 AJ3963!UTM  12      -   0.99993664  x   1.00016106  =   1.00009769
 AJ3963
 AJ3963                          SUPERSEDED SURVEY CONTROL
 AJ3963
 AJ3963  NAD 83(1992)-  33 20 03.26497(N)    113 17 31.11420(W) AD(       ) B
 AJ3963  ELLIP H (04/12/01)  403.623  (m)                       GP(       ) 3 2
 AJ3963
 AJ3963.Superseded values are not recommended for survey control.
 AJ3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3963.See file dsdata.txt to determine how the superseded data were derived.
 AJ3963
 AJ3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8668190687(NAD 83)
 AJ3963_MARKER: I = METAL ROD
 AJ3963_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3963+WITH SETTING: INFORMATION.
 AJ3963_STAMPING: 3BT2 1999
 AJ3963_MARK LOGO: MCDOT 
 AJ3963_PROJECTION: FLUSH
 AJ3963_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3963+STABILITY: POSITION/ELEVATION WELL
 AJ3963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3963+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3963_ROD/PIPE-DEPTH:  1.8 meters
 AJ3963_SLEEVE-DEPTH  :  0.8 meters
 AJ3963
 AJ3963  HISTORY     - Date     Condition        Report By
 AJ3963  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3963
 AJ3963                          STATION DESCRIPTION
 AJ3963
 AJ3963'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3963'THE STATION IS LOCATED ABOUT 25.5 MI (41.0 KM) WEST-SOUTHWEST OF THE
 AJ3963'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 10 WEST, SECTION 16
 AJ3963'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3963'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3963'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3963'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3963'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3963'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3963'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3963'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3963', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 1.0
 AJ3963'MI (1.6 KM) TO DOBBINS ROAD, THENCE TURN RIGHT (WEST) ON TO DOBBINS
 AJ3963'ROAD AND DRIVE 3.5 MI (5.6 KM) TO 543RD AVENUE, THENCE TURN LEFT
 AJ3963'(SOUTH) ON TO 543RD AVENUE AND DRIVE SOUTHWESTERLY FOR 2.2 MI (3.5 KM)
 AJ3963'TO A CATTLE GUARD (END OF 543RD AVENUE) , THENCE CONTINUE
 AJ3963'SOUTHWESTERLY ON GRADED DIRT ROAD FOR 2.2 MI (3.5 KM) TO TRAIL 059 (A
 AJ3963'DIRT ROAD) ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3963'TRAIL 059 AND DRIVE NORTHWESTERLY FOR 2.7 MI (4.3 KM) TO A Y IN THE
 AJ3963'ROAD, THENCE VEER RIGHT (NORTHEAST)ON TO TRAIL 006 (A DIRT ROAD)(THERE
 AJ3963'WILL BE A DIRT ROAD ON THE LEFT (NORTHWEST) SIDE SHORTLY AFTER MAKING
 AJ3963'THE RIGHT - DO NOT TAKE IT) DRIVE NORTHEASTERLY FOR 0.5 MI (0.8 KM)
 AJ3963'FROM THE RIGHT TURN TO THE STATION ON YOUR LEFT
 AJ3963'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3963'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3963'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3963'WITH A COUNTY LOGO ACCESS COVER STAMPED 3BT2 1999, SURROUNDED WITH A
 AJ3963'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3963'MARKER
 AJ3963'STATION TIES
 AJ3963'35 FT (10.7 M) NORTHWEST OF CENTERLINE OF TRAIL 006
 AJ3963'26 FT (7.9 M) SOUTH-SOUTHEAST OF CARSONITE MARKER FOR EAGLE TAIL
 AJ3963'MOUNTAINS WILDERNESS AREA
 AJ3963'1 FT (0.3 M) EAST OF CARSONITE WITNESS POST
 AJ3963'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3963'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3818 ***********************************************************************
 AJ3818  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3818  DESIGNATION -  3CC3
 AJ3818  PID         -  AJ3818
 AJ3818  STATE/COUNTY-  AZ/MARICOPA
 AJ3818  USGS QUAD   -  AVONDALE SW (1978)
 AJ3818
 AJ3818                         *CURRENT SURVEY CONTROL
 AJ3818  ___________________________________________________________________
 AJ3818* NAD 83(2007)-  33 17 01.11168(N)    112 24 32.55517(W)     ADJUSTED  
 AJ3818* NAVD 88     -       335.93   (meters)    1102.1    (feet)  GPS OBS   
 AJ3818  ___________________________________________________________________
 AJ3818  EPOCH DATE  -        2007.00
 AJ3818  X           -  -2,034,754.054 (meters)                     COMP
 AJ3818  Y           -  -4,934,472.668 (meters)                     COMP
 AJ3818  Z           -   3,480,466.554 (meters)                     COMP
 AJ3818  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AJ3818  ELLIP HEIGHT-         305.440 (meters)          (02/10/07) ADJUSTED
 AJ3818  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AJ3818
 AJ3818  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3818  Type    PID    Designation                      North   East  Ellip
 AJ3818  -------------------------------------------------------------------
 AJ3818  NETWORK AJ3818 3CC3                              0.78   0.73   1.22
 AJ3818  -------------------------------------------------------------------
 AJ3818
 AJ3818.The horizontal coordinates were established by GPS observations
 AJ3818.and adjusted by the National Geodetic Survey in February 2007.
 AJ3818
 AJ3818.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3818.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3818.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3818.The epoch date for horizontal control is a decimal equivalence
 AJ3818.of Year/Month/Day.
 AJ3818
 AJ3818.The orthometric height was determined by GPS observations and a
 AJ3818.high-resolution geoid model.
 AJ3818.The orthometric height was determined by GPS observations and a
 AJ3818.high-resolution geoid model using precise GPS observation and
 AJ3818.processing techniques.
 AJ3818
 AJ3818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3818
 AJ3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3818
 AJ3818.The ellipsoidal height was determined by GPS observations
 AJ3818.and is referenced to NAD 83.
 AJ3818
 AJ3818.The geoid height was determined by GEOID03.
 AJ3818
 AJ3818;                    North         East     Units Scale Factor Converg.
 AJ3818;SPC AZ C     -   253,314.435   167,497.996   MT  0.99992592   -0 16 12.8
 AJ3818;SPC AZ C     -   831,084.10    549,534.11   iFT  0.99992592   -0 16 12.8
 AJ3818;UTM  12      - 3,683,617.760   368,790.544   MT  0.99981226   -0 46 24.1
 AJ3818
 AJ3818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3818!SPC AZ C     -   0.99995205  x   0.99992592  =   0.99987797
 AJ3818!UTM  12      -   0.99995205  x   0.99981226  =   0.99976432
 AJ3818
 AJ3818                          SUPERSEDED SURVEY CONTROL
 AJ3818
 AJ3818  NAD 83(1992)-  33 17 01.11088(N)    112 24 32.55467(W) AD(       ) B
 AJ3818  ELLIP H (04/12/01)  305.463  (m)                       GP(       ) 3 2
 AJ3818
 AJ3818.Superseded values are not recommended for survey control.
 AJ3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3818.See file dsdata.txt to determine how the superseded data were derived.
 AJ3818
 AJ3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6879183618(NAD 83)
 AJ3818_MARKER: I = METAL ROD
 AJ3818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3818_STAMPING: 3CC3 10-1999
 AJ3818_MARK LOGO: MCDOT 
 AJ3818_PROJECTION: FLUSH
 AJ3818_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3818+STABILITY: POSITION/ELEVATION WELL
 AJ3818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3818+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3818_ROD/PIPE-DEPTH:  5.6 meters
 AJ3818_SLEEVE-DEPTH  :  0.8 meters
 AJ3818
 AJ3818  HISTORY     - Date     Condition        Report By
 AJ3818  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3818
 AJ3818                          STATION DESCRIPTION
 AJ3818
 AJ3818'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3818'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF THE TOWN
 AJ3818'OF AVONDALE IN TOWNSHIP 2 SOUTH, RANGE 1 WEST, SECTION 6
 AJ3818'OWNERSHIP - STATE LAND
 AJ3818'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3818'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 10 MI (16.1 KM)
 AJ3818'(NOTE THAT JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION
 AJ3818'OF RAY ROAD AND TUTHILL ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD
 AJ3818'AND DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3818'(SOUTH-SOUTHEAST) ONTO RAINBOW VALLEY ROAD AND DRIVE 3.5 MI (5.6 KM)
 AJ3818'TO AN UNMARKED DIRT ROAD ON THE LEFT (EAST) , THENCE DRIVE EASTERLY
 AJ3818'0.1 MI (0.2 KM) ON THE DIRT ROAD TO A GATE, THENCE CONTINUE DRIVING
 AJ3818'EASTERLY THROUGH THE GATE 0.9 MI (1.4 KM) TO ANOTHER GATE IN THE ROAD,
 AJ3818'THENCE CONTINUE DRIVING EASTERLY THROUGH THE GATE 1.0 MI (1.6 KM) TO
 AJ3818'ANOTHER GATE, THENCE DRIVE THROUGH THE GATE AND FOLLOW THE DIRT ROAD
 AJ3818'AS IS TURNS NORTHERLY 0.5 MI (0.8 KM) TO THE END OF THE DIRT ROAD,
 AJ3818'THENCE DRIVE NORTHEASTERLY OFF THE DIRT ROAD 135 FT (41.1 M) TO THE
 AJ3818'STATION
 AJ3818'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3818'COMPRESSED ON A 18.5 FT (5.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3818'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3818'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CC3 10-1999, SURROUNDED
 AJ3818'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3818'CARSONITE MARKER
 AJ3818'STATION TIES -
 AJ3818'135 FT (41.1 M) NORTHEAST OF THE END OF THE DIRT ROAD
 AJ3818'100 FT (30.5 M) EAST OF A BARBED WIRE FENCE
 AJ3818'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3818'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3816 ***********************************************************************
 AJ3816  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3816  DESIGNATION -  3CE3
 AJ3816  PID         -  AJ3816
 AJ3816  STATE/COUNTY-  AZ/MARICOPA
 AJ3816  USGS QUAD   -  BUCKEYE (1976)
 AJ3816
 AJ3816                         *CURRENT SURVEY CONTROL
 AJ3816  ___________________________________________________________________
 AJ3816* NAD 83(2007)-  33 17 30.28949(N)    112 30 25.71128(W)     ADJUSTED  
 AJ3816* NAVD 88     -       305.62   (meters)    1002.7    (feet)  GPS OBS   
 AJ3816  ___________________________________________________________________
 AJ3816  EPOCH DATE  -        2007.00
 AJ3816  X           -  -2,043,000.998 (meters)                     COMP
 AJ3816  Y           -  -4,930,502.287 (meters)                     COMP
 AJ3816  Z           -   3,481,201.285 (meters)                     COMP
 AJ3816  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AJ3816  ELLIP HEIGHT-         274.956 (meters)          (02/10/07) ADJUSTED
 AJ3816  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AJ3816
 AJ3816  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3816  Type    PID    Designation                      North   East  Ellip
 AJ3816  -------------------------------------------------------------------
 AJ3816  NETWORK AJ3816 3CE3                              0.80   0.74   1.22
 AJ3816  -------------------------------------------------------------------
 AJ3816
 AJ3816.The horizontal coordinates were established by GPS observations
 AJ3816.and adjusted by the National Geodetic Survey in February 2007.
 AJ3816
 AJ3816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3816.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3816.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3816.The epoch date for horizontal control is a decimal equivalence
 AJ3816.of Year/Month/Day.
 AJ3816
 AJ3816.The orthometric height was determined by GPS observations and a
 AJ3816.high-resolution geoid model.
 AJ3816.The orthometric height was determined by GPS observations and a
 AJ3816.high-resolution geoid model using precise GPS observation and
 AJ3816.processing techniques.
 AJ3816
 AJ3816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3816
 AJ3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3816
 AJ3816.The ellipsoidal height was determined by GPS observations
 AJ3816.and is referenced to NAD 83.
 AJ3816
 AJ3816.The geoid height was determined by GEOID03.
 AJ3816
 AJ3816;                    North         East     Units Scale Factor Converg.
 AJ3816;SPC AZ C     -   254,260.667   158,365.617   MT  0.99993728   -0 19 26.8
 AJ3816;SPC AZ C     -   834,188.54    519,572.23   iFT  0.99993728   -0 19 26.8
 AJ3816;UTM  12      - 3,684,644.057   359,667.777   MT  0.99984280   -0 49 38.7
 AJ3816
 AJ3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3816!SPC AZ C     -   0.99995683  x   0.99993728  =   0.99989412
 AJ3816!UTM  12      -   0.99995683  x   0.99984280  =   0.99979964
 AJ3816
 AJ3816                          SUPERSEDED SURVEY CONTROL
 AJ3816
 AJ3816  NAD 83(1992)-  33 17 30.28867(N)    112 30 25.71083(W) AD(       ) B
 AJ3816  ELLIP H (04/12/01)  274.983  (m)                       GP(       ) 3 2
 AJ3816
 AJ3816.Superseded values are not recommended for survey control.
 AJ3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3816.See file dsdata.txt to determine how the superseded data were derived.
 AJ3816
 AJ3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5966884644(NAD 83)
 AJ3816_MARKER: I = METAL ROD
 AJ3816_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3816+WITH SETTING: INFORMATION.
 AJ3816_STAMPING: 3CE3 10-1999
 AJ3816_MARK LOGO: MCDOT 
 AJ3816_PROJECTION: FLUSH
 AJ3816_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3816+STABILITY: POSITION/ELEVATION WELL
 AJ3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3816+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3816_ROD/PIPE-DEPTH:  2.3 meters
 AJ3816_SLEEVE-DEPTH  :  0.8 meters
 AJ3816
 AJ3816  HISTORY     - Date     Condition        Report By
 AJ3816  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3816
 AJ3816                          STATION DESCRIPTION
 AJ3816
 AJ3816'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3816'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF THE TOWN OF
 AJ3816'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 3 WEST, SECTION 36
 AJ3816'OWNERSHIP - BLM
 AJ3816'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3816'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 10 MI (16.1 KM)
 AJ3816'(NOTE THAT JACKRABBIT TRAIL BECOMES TUTHILL ROAD) TO THE INTERSECTION
 AJ3816'OF RAY ROAD AND TUTHILL ROAD, THENCE TURN RIGHT (WEST) ONTO RAY ROAD
 AJ3816'AND DRIVE 1.0 MI (1.6 KM) TO AIRPORT ROAD, THENCE TURN RIGHT (NORTH)
 AJ3816'ONTO AIRPORT ROAD AND DRIVE 425 FT (129.5 M) TO A DIRT ROAD ON THE
 AJ3816'LEFT (WEST) MARKED AS BEING THE ENTRANCE TO RAINBOW VALLEY DAIRY,
 AJ3816'THENCE DRIVE WESTERLY 0.1 MI (0.2 KM) ON THE DIRT ROAD TO A Y IN THE
 AJ3816'ROAD, THENCE STAY TO THE LEFT AND CONTINUE DRIVING SOUTHERLY, AND
 AJ3816'SOUTHEASTERLY PAST THE DAIRY FARMS FOR 1.8 MI (2.9 KM) TO A Y IN THE
 AJ3816'ROAD AT LATITUDE N33 17 52 AND LONGITUDE W112 29 59, THENCE VEER RIGHT
 AJ3816'(WEST) ONTO AN UNMARKED POWER LINE ROAD AND DRIVE WEST 0.8 MI (1.3 KM)
 AJ3816'TO A SMALL TRAIL ROAD ON THE LEFT, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3816'TRAIL ROAD AND DRIVE SOUTHEASTERLY 305 FT (93.0 M) TO THE STATION
 AJ3816'STRAIGHT AHEAD
 AJ3816'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3816'COMPRESSED ON A 7.5 FT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3816'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3816'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CE2 10-1999, SURROUNDED
 AJ3816'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3816'CARSONITE POST
 AJ3816'STATION TIES -
 AJ3816'310 FT (94.5 M) SOUTH OF THE CENTER OF POWER LINES
 AJ3816'90 FT (27.4 M) NORTH OF A BARBED WIRE FENCE
 AJ3816'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3816'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3815 ***********************************************************************
 AJ3815  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3815  DESIGNATION -  3CG2
 AJ3815  PID         -  AJ3815
 AJ3815  STATE/COUNTY-  AZ/MARICOPA
 AJ3815  USGS QUAD   -  BUCKEYE (1976)
 AJ3815
 AJ3815                         *CURRENT SURVEY CONTROL
 AJ3815  ___________________________________________________________________
 AJ3815* NAD 83(2007)-  33 17 20.97228(N)    112 36 49.46041(W)     ADJUSTED  
 AJ3815* NAVD 88     -       279.83   (meters)     918.1    (feet)  GPS OBS   
 AJ3815  ___________________________________________________________________
 AJ3815  EPOCH DATE  -        2007.00
 AJ3815  X           -  -2,052,222.739 (meters)                     COMP
 AJ3815  Y           -  -4,926,818.230 (meters)                     COMP
 AJ3815  Z           -   3,480,947.081 (meters)                     COMP
 AJ3815  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AJ3815  ELLIP HEIGHT-         248.991 (meters)          (02/10/07) ADJUSTED
 AJ3815  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3815
 AJ3815  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3815  Type    PID    Designation                      North   East  Ellip
 AJ3815  -------------------------------------------------------------------
 AJ3815  NETWORK AJ3815 3CG2                              0.76   0.69   1.10
 AJ3815  -------------------------------------------------------------------
 AJ3815
 AJ3815.The horizontal coordinates were established by GPS observations
 AJ3815.and adjusted by the National Geodetic Survey in February 2007.
 AJ3815
 AJ3815.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3815.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3815.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3815.The epoch date for horizontal control is a decimal equivalence
 AJ3815.of Year/Month/Day.
 AJ3815
 AJ3815.The orthometric height was determined by GPS observations and a
 AJ3815.high-resolution geoid model.
 AJ3815.The orthometric height was determined by GPS observations and a
 AJ3815.high-resolution geoid model using precise GPS observation and
 AJ3815.processing techniques.
 AJ3815
 AJ3815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3815
 AJ3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3815
 AJ3815.The ellipsoidal height was determined by GPS observations
 AJ3815.and is referenced to NAD 83.
 AJ3815
 AJ3815.The geoid height was determined by GEOID03.
 AJ3815
 AJ3815;                    North         East     Units Scale Factor Converg.
 AJ3815;SPC AZ C     -   254,034.875   148,435.526   MT  0.99995195   -0 22 57.4
 AJ3815;SPC AZ C     -   833,447.75    486,993.20   iFT  0.99995195   -0 22 57.4
 AJ3815;UTM  12      - 3,684,505.509   349,736.921   MT  0.99987838   -0 53 09.2
 AJ3815
 AJ3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3815!SPC AZ C     -   0.99996091  x   0.99995195  =   0.99991286
 AJ3815!UTM  12      -   0.99996091  x   0.99987838  =   0.99983930
 AJ3815
 AJ3815                          SUPERSEDED SURVEY CONTROL
 AJ3815
 AJ3815  NAD 83(1992)-  33 17 20.97144(N)    112 36 49.46004(W) AD(       ) B
 AJ3815  ELLIP H (04/12/01)  249.023  (m)                       GP(       ) 3 2
 AJ3815
 AJ3815.Superseded values are not recommended for survey control.
 AJ3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3815.See file dsdata.txt to determine how the superseded data were derived.
 AJ3815
 AJ3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4973784506(NAD 83)
 AJ3815_MARKER: F = FLANGE-ENCASED ROD
 AJ3815_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3815+WITH SETTING: INFORMATION.
 AJ3815_STAMPING: 3CG2 10-1999
 AJ3815_MARK LOGO: MCDOT 
 AJ3815_PROJECTION: FLUSH
 AJ3815_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3815+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3815_ROD/PIPE-DEPTH:  2.0 meters
 AJ3815_SLEEVE-DEPTH  :  0.8 meters
 AJ3815
 AJ3815  HISTORY     - Date     Condition        Report By
 AJ3815  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3815  HISTORY     - 20060116 GOOD             NGS
 AJ3815
 AJ3815                          STATION DESCRIPTION
 AJ3815
 AJ3815'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3815'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF THE
 AJ3815'TOWN OF BUCKEYE IN TOWNSHIP 2 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3815'OWNERSHIP - BLM
 AJ3815'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY 85
 AJ3815'AT EXIT 112, DRIVE SOUTH ON HIGHWAY 85 FOR 9.9 MI (15.9 KM) TO A
 AJ3815'UNMARKED DIRT ROAD WITH A GATE ON THE LEFT (EAST) ALSO BEING 0.3 MI
 AJ3815'(0.5 KM) SOUTH OF MILEPOST 145, THENCE TURN LEFT (EAST) ONTO THE
 AJ3815'UNMARKED DIRT ROAD AND DRIVE THROUGH THE GATE EASTERLY AND
 AJ3815'NORTHEASTERLY FOR 1.0 MI (1.6 KM) TO THE STATION WHICH IS 80 FT (24.4
 AJ3815'M) NORTH OF THE CENTERLINE OF THE ROAD
 AJ3815'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3815'COMPRESSED ON A 6.5 FT (2.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3815'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3815'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CG2 10-1999, SURROUNDED
 AJ3815'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3815'CARSONITE POST
 AJ3815'STATION TIES -
 AJ3815'80 FT (24.4 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3815'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3815'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3815
 AJ3815                          STATION RECOVERY (2006)
 AJ3815
 AJ3815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3815'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3813 ***********************************************************************
 AJ3813  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3813  DESIGNATION -  3CI3
 AJ3813  PID         -  AJ3813
 AJ3813  STATE/COUNTY-  AZ/MARICOPA
 AJ3813  USGS QUAD   -  HASSAYAMPA (1978)
 AJ3813
 AJ3813                         *CURRENT SURVEY CONTROL
 AJ3813  ___________________________________________________________________
 AJ3813* NAD 83(2007)-  33 18 01.75298(N)    112 42 43.47889(W)     ADJUSTED  
 AJ3813* NAVD 88     -       278.75   (meters)     914.5    (feet)  GPS OBS   
 AJ3813  ___________________________________________________________________
 AJ3813  EPOCH DATE  -        2007.00
 AJ3813  X           -  -2,060,409.067 (meters)                     COMP
 AJ3813  Y           -  -4,922,651.514 (meters)                     COMP
 AJ3813  Z           -   3,481,996.610 (meters)                     COMP
 AJ3813  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AJ3813  ELLIP HEIGHT-         247.774 (meters)          (02/10/07) ADJUSTED
 AJ3813  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AJ3813
 AJ3813  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3813  Type    PID    Designation                      North   East  Ellip
 AJ3813  -------------------------------------------------------------------
 AJ3813  NETWORK AJ3813 3CI3                              0.74   0.69   1.08
 AJ3813  -------------------------------------------------------------------
 AJ3813
 AJ3813.The horizontal coordinates were established by GPS observations
 AJ3813.and adjusted by the National Geodetic Survey in February 2007.
 AJ3813
 AJ3813.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3813.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3813.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3813.The epoch date for horizontal control is a decimal equivalence
 AJ3813.of Year/Month/Day.
 AJ3813
 AJ3813.The orthometric height was determined by GPS observations and a
 AJ3813.high-resolution geoid model.
 AJ3813.The orthometric height was determined by GPS observations and a
 AJ3813.high-resolution geoid model using precise GPS observation and
 AJ3813.processing techniques.
 AJ3813
 AJ3813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3813
 AJ3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3813
 AJ3813.The ellipsoidal height was determined by GPS observations
 AJ3813.and is referenced to NAD 83.
 AJ3813
 AJ3813.The geoid height was determined by GEOID03.
 AJ3813
 AJ3813;                    North         East     Units Scale Factor Converg.
 AJ3813;SPC AZ C     -   255,356.660   139,285.753   MT  0.99996763   -0 26 12.2
 AJ3813;SPC AZ C     -   837,784.32    456,974.26   iFT  0.99996763   -0 26 12.2
 AJ3813;UTM  12      - 3,685,907.537   340,599.698   MT  0.99991327   -0 56 24.6
 AJ3813
 AJ3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3813!SPC AZ C     -   0.99996110  x   0.99996763  =   0.99992873
 AJ3813!UTM  12      -   0.99996110  x   0.99991327  =   0.99987438
 AJ3813
 AJ3813                          SUPERSEDED SURVEY CONTROL
 AJ3813
 AJ3813  NAD 83(1992)-  33 18 01.75213(N)    112 42 43.47856(W) AD(       ) B
 AJ3813  ELLIP H (04/12/01)  247.806  (m)                       GP(       ) 3 2
 AJ3813
 AJ3813.Superseded values are not recommended for survey control.
 AJ3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3813.See file dsdata.txt to determine how the superseded data were derived.
 AJ3813
 AJ3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4060085908(NAD 83)
 AJ3813_MARKER: DD = SURVEY DISK
 AJ3813_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3813_STAMPING: 3CI3 11-1999
 AJ3813_MARK LOGO: MCDOT 
 AJ3813_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3813+STABILITY: POSITION/ELEVATION WELL
 AJ3813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3813+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3813
 AJ3813  HISTORY     - Date     Condition        Report By
 AJ3813  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3813  HISTORY     - 20060116 GOOD             NGS
 AJ3813
 AJ3813                          STATION DESCRIPTION
 AJ3813
 AJ3813'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3813'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF THE TOWN OF
 AJ3813'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 4 WEST, SECTION 31
 AJ3813'OWNERSHIP - BLM
 AJ3813'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY
 AJ3813'85, DRIVE SOUTH ON HIGHWAY 85 FOR 8.5 MI (13.7 KM) TO A DIRT ROAD ON
 AJ3813'THE RIGHT (WEST) MARKED AS THE ENTRY TO ROBBINS BUTTE WILDLIFE AREA,
 AJ3813'(ALSO BEING 0.1 MI (0.2 KM) SOUTH OF MILEPOST 147), THENCE TURN RIGHT
 AJ3813'ONTO THE DIRT ROAD AND DRIVE WESTERLY-SOUTHWESTERLY 0.1 MI (0.2 KM) TO
 AJ3813'A Y IN THE ROAD, THENCE STAY TO THE LEFT AND CONTINUE DRIVING
 AJ3813'SOUTHWESTERLY ON THE DIRT ROAD FOR 5.8 MI (9.3 KM) TO AN UNMARKED DIRT
 AJ3813'ROAD ON YOUR LEFT (EAST) AT LATITUDE 33 18 17.9 AND LONGITUDE 112 42
 AJ3813'39.1, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE
 AJ3813'SOUTHEASTERLY, SOUTHERLY AND SOUTHWESTERLY 0.6 MI (1.0 KM) TO THE
 AJ3813'STATION ON TOP OF A SMALL MOUNTAIN IN A ROCK OUTCROPPING ABOUT 50 FT
 AJ3813'(15.2 M) RIGHT (NORTH) OF CENTERLINE OF ROAD
 AJ3813'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3813'COUNTY D.O.T.  BRASS DISK, STAMPED 3CI3 11/1999 SET IN A ROCK OUTCROP,
 AJ3813'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3813'STATION TIES -
 AJ3813'50 FT (15.2 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3813'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3813'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3813
 AJ3813                          STATION RECOVERY (2006)
 AJ3813
 AJ3813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3813'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AJ3813'STATE HIGHWAY 85 (EXIT 112), GO SOUTH ON HIGHWAY 85 FOR 8.5 MI (13.7
 AJ3813'KM) TO A DIRT ROAD ON RIGHT, MARKED AS THE ENTRY TO ROBBINS BUTTE
 AJ3813'WILDLIFE AREA (ALSO 0.1 MI (0.2 KM) SOUTH OF MILEPOST 147).  TURN
 AJ3813'RIGHT ON THE DIRT ROAD AND GO WEST-SOUTHWESTERLY FOR 0.4 MI (0.6 KM)
 AJ3813'TO A FORK IN ROAD.  FOLLOW ROAD SOUTHWEST TOWARD POWERS BUTTE WILDLIFE
 AJ3813'AREA FOR 5.2 MI (8.4 KM) TO AN UNMARKED DIRT ROAD ON LEFT AT
 AJ3813'COORDINATES 33 18 17.9N AND 112 42 39.1W.  TURN LEFT, EAST ON THE DIRT
 AJ3813'ROAD AND GO SOUTHEASTERLY, SOUTHERLY AND SOUTHWESTERLY FOR 0.6 MI (1.0
 AJ3813'KM) TO THE STATION, ON TOP OF A SMALL MOUNTAIN IN A ROCK OUTCROPPING
 AJ3813'ABOUT 50 FT (15.2 M) RIGHT (NORTH) OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3811 ***********************************************************************
 AJ3811  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3811  DESIGNATION -  3CK2
 AJ3811  PID         -  AJ3811
 AJ3811  STATE/COUNTY-  AZ/MARICOPA
 AJ3811  USGS QUAD   -  ARLINGTON (1984)
 AJ3811
 AJ3811                         *CURRENT SURVEY CONTROL
 AJ3811  ___________________________________________________________________
 AJ3811* NAD 83(2007)-  33 17 22.34650(N)    112 48 47.05901(W)     ADJUSTED  
 AJ3811* NAVD 88     -       245.83   (meters)     806.5    (feet)  GPS OBS   
 AJ3811  ___________________________________________________________________
 AJ3811  EPOCH DATE  -        2007.00
 AJ3811  X           -  -2,069,330.654 (meters)                     COMP
 AJ3811  Y           -  -4,919,600.899 (meters)                     COMP
 AJ3811  Z           -   3,480,963.671 (meters)                     COMP
 AJ3811  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AJ3811  ELLIP HEIGHT-         214.737 (meters)          (02/10/07) ADJUSTED
 AJ3811  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AJ3811
 AJ3811  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3811  Type    PID    Designation                      North   East  Ellip
 AJ3811  -------------------------------------------------------------------
 AJ3811  NETWORK AJ3811 3CK2                              0.69   0.63   1.04
 AJ3811  -------------------------------------------------------------------
 AJ3811
 AJ3811.The horizontal coordinates were established by GPS observations
 AJ3811.and adjusted by the National Geodetic Survey in February 2007.
 AJ3811
 AJ3811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3811.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3811.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3811.The epoch date for horizontal control is a decimal equivalence
 AJ3811.of Year/Month/Day.
 AJ3811
 AJ3811.The orthometric height was determined by GPS observations and a
 AJ3811.high-resolution geoid model.
 AJ3811.The orthometric height was determined by GPS observations and a
 AJ3811.high-resolution geoid model using precise GPS observation and
 AJ3811.processing techniques.
 AJ3811
 AJ3811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3811
 AJ3811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3811
 AJ3811.The ellipsoidal height was determined by GPS observations
 AJ3811.and is referenced to NAD 83.
 AJ3811
 AJ3811.The geoid height was determined by GEOID03.
 AJ3811
 AJ3811;                    North         East     Units Scale Factor Converg.
 AJ3811;SPC AZ C     -   254,218.923   129,869.720   MT  0.99998591   -0 29 31.3
 AJ3811;SPC AZ C     -   834,051.58    426,081.76   iFT  0.99998591   -0 29 31.3
 AJ3811;UTM  12      - 3,684,852.618   331,174.451   MT  0.99995142   -0 59 43.4
 AJ3811
 AJ3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3811!SPC AZ C     -   0.99996629  x   0.99998591  =   0.99995220
 AJ3811!UTM  12      -   0.99996629  x   0.99995142  =   0.99991771
 AJ3811
 AJ3811                          SUPERSEDED SURVEY CONTROL
 AJ3811
 AJ3811  NAD 83(1992)-  33 17 22.34567(N)    112 48 47.05877(W) AD(       ) B
 AJ3811  ELLIP H (04/12/01)  214.767  (m)                       GP(       ) 3 2
 AJ3811
 AJ3811.Superseded values are not recommended for survey control.
 AJ3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3811.See file dsdata.txt to determine how the superseded data were derived.
 AJ3811
 AJ3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3117484853(NAD 83)
 AJ3811_MARKER: F = FLANGE-ENCASED ROD
 AJ3811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3811_STAMPING: 3CK2 10-1999
 AJ3811_MARK LOGO: MCDOT 
 AJ3811_PROJECTION: FLUSH
 AJ3811_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3811+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3811_ROD/PIPE-DEPTH: 13.4 meters
 AJ3811_SLEEVE-DEPTH  :  0.8 meters
 AJ3811
 AJ3811  HISTORY     - Date     Condition        Report By
 AJ3811  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3811  HISTORY     - 20060116 GOOD             NGS
 AJ3811
 AJ3811                          STATION DESCRIPTION
 AJ3811
 AJ3811'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3811'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHWEST OF THE TOWN OF
 AJ3811'ARLINGTON IN TOWNSHIP 2 SOUTH, RANGE 5 WEST, SECTION 6
 AJ3811'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3811'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 85 AND OLD HIGHWAY
 AJ3811'80, DRIVE SOUTHWESTERLY ON OLD HIGHWAY 80 FOR 12.7 MI (20.4 KM) TO AN
 AJ3811'UNMARKED DIRT ROAD WITH A GATE ON YOUR RIGHT (WEST) , THENCE TURN
 AJ3811'RIGHT (WEST) ONTO THE DIRT ROAD THROUGH THE GATE AND DRIVE
 AJ3811'NORTHWESTERLY 1.2 MI (1.9 KM) TO A Y IN THE ROAD BEFORE REACHING A
 AJ3811'BARBED WIRE FENCE ON YOUR RIGHT, THENCE VEER RIGHT AT THE Y AND DRIVE
 AJ3811'NORTHEASTERLY ABOUT 250 FT (76.2 M) TO THE STATION
 AJ3811'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3811'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3811'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3811'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3CK2 1999, SURROUNDED BY
 AJ3811'A CONCRETE COLLAR, FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3811'CARSONITE MARKER
 AJ3811'STATION TIES -
 AJ3811'245 FT (74.7 M) NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD BEFORE
 AJ3811'THE Y
 AJ3811'220 FT (67.1 M) SOUTHEAST OF THE BARBED WIRE FENCE
 AJ3811'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3811'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3811
 AJ3811                          STATION RECOVERY (2006)
 AJ3811
 AJ3811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3811'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 85 AND OLD HIGHWAY
 AJ3811'80, GO SOUTHWESTERLY ON OLD HIGHWAY 80 FOR 12.7 MI (20.4 KM) TO AN
 AJ3811'UNMARKED DIRT ROAD WITH GATE ON RIGHT, ABOUT 0.1 MI (0.2 KM) NORTH OF
 AJ3811'THE DESERT ROSE BAR, CAFE AND ARENA.  TURN RIGHT, WEST ON THE DIRT
 AJ3811'ROAD, THROUGH THE GATE AND GO NORTHWESTERLY FOR 1.2 MI (1.9 KM) TO A
 AJ3811'FORK IN ROAD AT STOCK PEN ON LEFT AND BARBED WIRE FENCE ON RIGHT.
 AJ3811'BEAR RIGHT AT FORK AND GO NORTHEASTERLY FOR ABOUT 250 FT (76.2 M) TO
 AJ3811'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3946 ***********************************************************************
 AJ3946  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3946  DESIGNATION -  3CM1
 AJ3946  PID         -  AJ3946
 AJ3946  STATE/COUNTY-  AZ/MARICOPA
 AJ3946  USGS QUAD   -  GILLESPIE (1984)
 AJ3946
 AJ3946                         *CURRENT SURVEY CONTROL
 AJ3946  ___________________________________________________________________
 AJ3946* NAD 83(2007)-  33 17 23.04966(N)    112 55 09.88935(W)     ADJUSTED  
 AJ3946* NAVD 88     -       286.13   (meters)     938.7    (feet)  GPS OBS   
 AJ3946  ___________________________________________________________________
 AJ3946  EPOCH DATE  -        2007.00
 AJ3946  X           -  -2,078,466.407 (meters)                     COMP
 AJ3946  Y           -  -4,915,771.766 (meters)                     COMP
 AJ3946  Z           -   3,481,003.878 (meters)                     COMP
 AJ3946  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AJ3946  ELLIP HEIGHT-         254.997 (meters)          (02/10/07) ADJUSTED
 AJ3946  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AJ3946
 AJ3946  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3946  Type    PID    Designation                      North   East  Ellip
 AJ3946  -------------------------------------------------------------------
 AJ3946  NETWORK AJ3946 3CM1                              0.57   0.51   0.98
 AJ3946  -------------------------------------------------------------------
 AJ3946
 AJ3946.The horizontal coordinates were established by GPS observations
 AJ3946.and adjusted by the National Geodetic Survey in February 2007.
 AJ3946
 AJ3946.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3946.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3946.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3946.The epoch date for horizontal control is a decimal equivalence
 AJ3946.of Year/Month/Day.
 AJ3946
 AJ3946.The orthometric height was determined by GPS observations and a
 AJ3946.high-resolution geoid model.
 AJ3946.The orthometric height was determined by GPS observations and a
 AJ3946.high-resolution geoid model using precise GPS observation and
 AJ3946.processing techniques.
 AJ3946
 AJ3946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3946
 AJ3946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3946
 AJ3946.The ellipsoidal height was determined by GPS observations
 AJ3946.and is referenced to NAD 83.
 AJ3946
 AJ3946.The geoid height was determined by GEOID03.
 AJ3946
 AJ3946;                    North         East     Units Scale Factor Converg.
 AJ3946;SPC AZ C     -   254,330.695   119,964.981   MT  1.00000751   -0 33 01.5
 AJ3946;SPC AZ C     -   834,418.29    393,585.90   iFT  1.00000751   -0 33 01.5
 AJ3946;UTM  12      - 3,685,051.395   321,271.314   MT  0.99999385   -1 03 13.7
 AJ3946
 AJ3946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3946!SPC AZ C     -   0.99995997  x   1.00000751  =   0.99996748
 AJ3946!UTM  12      -   0.99995997  x   0.99999385  =   0.99995382
 AJ3946
 AJ3946                          SUPERSEDED SURVEY CONTROL
 AJ3946
 AJ3946  NAD 83(1992)-  33 17 23.04883(N)    112 55 09.88918(W) AD(       ) B
 AJ3946  ELLIP H (04/12/01)  255.025  (m)                       GP(       ) 3 2
 AJ3946
 AJ3946.Superseded values are not recommended for survey control.
 AJ3946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3946.See file dsdata.txt to determine how the superseded data were derived.
 AJ3946
 AJ3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2127185051(NAD 83)
 AJ3946_MARKER: I = METAL ROD
 AJ3946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3946_STAMPING: 3CM1 10-1999
 AJ3946_MARK LOGO: MCDOT 
 AJ3946_PROJECTION: FLUSH
 AJ3946_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3946+STABILITY: POSITION/ELEVATION WELL
 AJ3946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3946+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3946_ROD/PIPE-DEPTH:  6.1 meters
 AJ3946_SLEEVE-DEPTH  :  0.8 meters
 AJ3946
 AJ3946  HISTORY     - Date     Condition        Report By
 AJ3946  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3946
 AJ3946                          STATION DESCRIPTION
 AJ3946
 AJ3946'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3946'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF THE
 AJ3946'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 07 WEST, SECTION 1
 AJ3946'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3946'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3946'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3946'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3946'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3946'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3946'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3946'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3946'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3946'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3946'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3946'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3946', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3946'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3946'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3946'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3946'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3946'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3946'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO AN
 AJ3946'UNMARKED DIRT ROAD BEARING NORTHEAST AND SOUTHWEST, THENCE TURN RIGHT
 AJ3946'(NORTHEAST) ON TO DIRT ROAD AND DRIVE 0.9 MI (1.4 KM) TO THE STATION
 AJ3946'ON YOUR RIGHT
 AJ3946'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3946'COMPRESSED ON A 20.0 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3946'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3946'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CM1 10-1999, SURROUNDED WITH
 AJ3946'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3946'CARSONITE MARKER
 AJ3946'STATION TIES
 AJ3946'230 FT (70.1 M) SOUTH-SOUTHWEST OF G.L.O.  BRASS CAP NORTHEAST CORNER
 AJ3946'SECTION 1, TOWNSHIP 2 SOUTH, RANGE 7 WEST
 AJ3946'48 FT (14.6 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3946'3.4 FT (1.0 M) NORTHWEST OF CARSONITE WITNESS POST
 AJ3946'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3946'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3948 ***********************************************************************
 AJ3948  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3948  DESIGNATION -  3CN1
 AJ3948  PID         -  AJ3948
 AJ3948  STATE/COUNTY-  AZ/MARICOPA
 AJ3948  USGS QUAD   -  GILLESPIE (1984)
 AJ3948
 AJ3948                         *CURRENT SURVEY CONTROL
 AJ3948  ___________________________________________________________________
 AJ3948* NAD 83(2007)-  33 17 26.91613(N)    112 58 14.89335(W)     ADJUSTED  
 AJ3948* NAVD 88     -       301.57   (meters)     989.4    (feet)  GPS OBS   
 AJ3948  ___________________________________________________________________
 AJ3948  EPOCH DATE  -        2007.00
 AJ3948  X           -  -2,082,854.168 (meters)                     COMP
 AJ3948  Y           -  -4,913,857.247 (meters)                     COMP
 AJ3948  Z           -   3,481,111.931 (meters)                     COMP
 AJ3948  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AJ3948  ELLIP HEIGHT-         270.441 (meters)          (02/10/07) ADJUSTED
 AJ3948  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AJ3948
 AJ3948  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3948  Type    PID    Designation                      North   East  Ellip
 AJ3948  -------------------------------------------------------------------
 AJ3948  NETWORK AJ3948 3CN1                              0.63   0.61   1.02
 AJ3948  -------------------------------------------------------------------
 AJ3948
 AJ3948.The horizontal coordinates were established by GPS observations
 AJ3948.and adjusted by the National Geodetic Survey in February 2007.
 AJ3948
 AJ3948.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3948.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3948.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3948.The epoch date for horizontal control is a decimal equivalence
 AJ3948.of Year/Month/Day.
 AJ3948
 AJ3948.The orthometric height was determined by GPS observations and a
 AJ3948.high-resolution geoid model.
 AJ3948.The orthometric height was determined by GPS observations and a
 AJ3948.high-resolution geoid model using precise GPS observation and
 AJ3948.processing techniques.
 AJ3948
 AJ3948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3948
 AJ3948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3948
 AJ3948.The ellipsoidal height was determined by GPS observations
 AJ3948.and is referenced to NAD 83.
 AJ3948
 AJ3948.The geoid height was determined by GEOID03.
 AJ3948
 AJ3948;                    North         East     Units Scale Factor Converg.
 AJ3948;SPC AZ C     -   254,496.973   115,179.551   MT  1.00001881   -0 34 43.1
 AJ3948;SPC AZ C     -   834,963.82    377,885.67   iFT  1.00001881   -0 34 43.1
 AJ3948;UTM  12      - 3,685,259.709   316,487.572   MT  1.00001522   -1 04 55.4
 AJ3948
 AJ3948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3948!SPC AZ C     -   0.99995754  x   1.00001881  =   0.99997635
 AJ3948!UTM  12      -   0.99995754  x   1.00001522  =   0.99997276
 AJ3948
 AJ3948                          SUPERSEDED SURVEY CONTROL
 AJ3948
 AJ3948  NAD 83(1992)-  33 17 26.91526(N)    112 58 14.89317(W) AD(       ) B
 AJ3948  ELLIP H (04/12/01)  270.468  (m)                       GP(       ) 3 2
 AJ3948
 AJ3948.Superseded values are not recommended for survey control.
 AJ3948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3948.See file dsdata.txt to determine how the superseded data were derived.
 AJ3948
 AJ3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1648885260(NAD 83)
 AJ3948_MARKER: I = METAL ROD
 AJ3948_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3948+WITH SETTING: INFORMATION.
 AJ3948_STAMPING: 3CN1 01-2000
 AJ3948_MARK LOGO: MCDOT 
 AJ3948_PROJECTION: FLUSH
 AJ3948_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3948+STABILITY: POSITION/ELEVATION WELL
 AJ3948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3948+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3948_ROD/PIPE-DEPTH:  2.1 meters
 AJ3948_SLEEVE-DEPTH  :  0.8 meters
 AJ3948
 AJ3948  HISTORY     - Date     Condition        Report By
 AJ3948  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3948
 AJ3948                          STATION DESCRIPTION
 AJ3948
 AJ3948'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3948'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST-SOUTHWEST OF THE
 AJ3948'TOWN OF ARLINGTON, TOWNSHIP 01 SOUTH, RANGE 07 WEST, SECTION 33
 AJ3948'OWNERSHIP - PRIVATE
 AJ3948'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3948'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3948'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3948'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3948'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3948'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3948'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3948'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3948'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3948'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3948'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3948', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3948'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3948'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3948'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3948'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3948'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3948'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3948'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3948'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3948'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3948'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0 MI (3.2 KM) TO
 AJ3948'THE STATION ON YOUR RIGHT
 AJ3948'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3948'COMPRESSED ON A 7.0 FT (2.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3948'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3948'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CN1 01-2000, SURROUNDED WITH
 AJ3948'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3948'CARSONITE MARKER
 AJ3948'STATION TIES
 AJ3948'50 FT (15.2 M) NORTH OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3948'5.6 FT (1.7 M) WEST OF CARSONITE WITNESS POST
 AJ3948'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3948'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3957 ***********************************************************************
 AJ3957  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3957  DESIGNATION -  3CO2
 AJ3957  PID         -  AJ3957
 AJ3957  STATE/COUNTY-  AZ/MARICOPA
 AJ3957  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3957
 AJ3957                         *CURRENT SURVEY CONTROL
 AJ3957  ___________________________________________________________________
 AJ3957* NAD 83(2007)-  33 17 24.39623(N)    113 01 21.50859(W)     ADJUSTED  
 AJ3957* NAVD 88     -       319.38   (meters)    1047.8    (feet)  GPS OBS   
 AJ3957  ___________________________________________________________________
 AJ3957  EPOCH DATE  -        2007.00
 AJ3957  X           -  -2,087,321.541 (meters)                     COMP
 AJ3957  Y           -  -4,912,023.706 (meters)                     COMP
 AJ3957  Z           -   3,481,056.798 (meters)                     COMP
 AJ3957  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AJ3957  ELLIP HEIGHT-         288.229 (meters)          (02/10/07) ADJUSTED
 AJ3957  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AJ3957
 AJ3957  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3957  Type    PID    Designation                      North   East  Ellip
 AJ3957  -------------------------------------------------------------------
 AJ3957  NETWORK AJ3957 3CO2                              0.71   0.69   1.08
 AJ3957  -------------------------------------------------------------------
 AJ3957
 AJ3957.The horizontal coordinates were established by GPS observations
 AJ3957.and adjusted by the National Geodetic Survey in February 2007.
 AJ3957
 AJ3957.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3957.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3957.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3957.The epoch date for horizontal control is a decimal equivalence
 AJ3957.of Year/Month/Day.
 AJ3957
 AJ3957.The orthometric height was determined by GPS observations and a
 AJ3957.high-resolution geoid model.
 AJ3957.The orthometric height was determined by GPS observations and a
 AJ3957.high-resolution geoid model using precise GPS observation and
 AJ3957.processing techniques.
 AJ3957
 AJ3957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3957
 AJ3957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3957
 AJ3957.The ellipsoidal height was determined by GPS observations
 AJ3957.and is referenced to NAD 83.
 AJ3957
 AJ3957.The geoid height was determined by GEOID03.
 AJ3957
 AJ3957;                    North         East     Units Scale Factor Converg.
 AJ3957;SPC AZ C     -   254,469.305   110,350.435   MT  1.00003078   -0 36 25.6
 AJ3957;SPC AZ C     -   834,873.05    362,042.11   iFT  1.00003078   -0 36 25.6
 AJ3957;UTM  12      - 3,685,274.470   311,658.392   MT  1.00003736   -1 06 37.8
 AJ3957
 AJ3957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3957!SPC AZ C     -   0.99995475  x   1.00003078  =   0.99998553
 AJ3957!UTM  12      -   0.99995475  x   1.00003736  =   0.99999211
 AJ3957
 AJ3957                          SUPERSEDED SURVEY CONTROL
 AJ3957
 AJ3957  NAD 83(1992)-  33 17 24.39534(N)    113 01 21.50842(W) AD(       ) B
 AJ3957  ELLIP H (04/12/01)  288.256  (m)                       GP(       ) 3 2
 AJ3957
 AJ3957.Superseded values are not recommended for survey control.
 AJ3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3957.See file dsdata.txt to determine how the superseded data were derived.
 AJ3957
 AJ3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1165885274(NAD 83)
 AJ3957_MARKER: I = METAL ROD
 AJ3957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3957_STAMPING: 3CO2 1999
 AJ3957_MARK LOGO: MCDOT 
 AJ3957_PROJECTION: FLUSH
 AJ3957_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3957+STABILITY: POSITION/ELEVATION WELL
 AJ3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3957+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3957_ROD/PIPE-DEPTH:  3.0 meters
 AJ3957_SLEEVE-DEPTH  :  0.8 meters
 AJ3957
 AJ3957  HISTORY     - Date     Condition        Report By
 AJ3957  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3957
 AJ3957                          STATION DESCRIPTION
 AJ3957
 AJ3957'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3957'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) WEST-SOUTHWEST OF THE
 AJ3957'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 08 WEST, SECTION 1
 AJ3957'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3957'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3957'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3957'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3957'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3957'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3957'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3957'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3957'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3957'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3957'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3957'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3957', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3957'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3957'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3957'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3957'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3957'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3957'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3957'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3957'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3957'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3957'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 4.8 MI (7.7 KM) TO AN
 AJ3957'UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH)
 AJ3957'ON TO DIRT ROAD AND DRIVE 0.7 MI (1.1 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3957'YOUR LEFT (WEST) , THENCE TURN LEFT (WEST) ON TO DIRT ROAD (BARBED
 AJ3957'WIRE FENCE RUNS ALONG NORTH SIDE OF DIRT ROAD) AND DRIVE 0.5 MI (0.8
 AJ3957'KM) TO THE STATION ON YOUR LEFT
 AJ3957'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3957'COMPRESSED ON A 10.0 FT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3957'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3957'WITH A COUNTY LOGO ACCESS COVER STAMPED 3C02 1999, SURROUNDED WITH A
 AJ3957'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3957'MARKER
 AJ3957'STATION TIES
 AJ3957'93 FT (28.3 M) SOUTHWEST OF G.L.O.  BRASS CAP NORTHEAST CORNER SECTION
 AJ3957'1, TOWNSHIP 2 SOUTH, RANGE 8 WEST
 AJ3957'45 FT (13.7 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3957'1.0 FT (0.3 M) NORTH OF CARSONITE WITNESS POST
 AJ3957'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3957'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3958 ***********************************************************************
 AJ3958  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3958  DESIGNATION -  3CQ2
 AJ3958  PID         -  AJ3958
 AJ3958  STATE/COUNTY-  AZ/MARICOPA
 AJ3958  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3958
 AJ3958                         *CURRENT SURVEY CONTROL
 AJ3958  ___________________________________________________________________
 AJ3958* NAD 83(2007)-  33 16 45.31796(N)    113 06 44.25771(W)     ADJUSTED  
 AJ3958* NAVD 88     -       344.22   (meters)    1129.3    (feet)  GPS OBS   
 AJ3958  ___________________________________________________________________
 AJ3958  EPOCH DATE  -        2007.00
 AJ3958  X           -  -2,095,272.478 (meters)                     COMP
 AJ3958  Y           -  -4,909,378.357 (meters)                     COMP
 AJ3958  Z           -   3,480,063.914 (meters)                     COMP
 AJ3958  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AJ3958  ELLIP HEIGHT-         313.002 (meters)          (02/10/07) ADJUSTED
 AJ3958  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AJ3958
 AJ3958  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3958  Type    PID    Designation                      North   East  Ellip
 AJ3958  -------------------------------------------------------------------
 AJ3958  NETWORK AJ3958 3CQ2                              0.76   0.69   1.14
 AJ3958  -------------------------------------------------------------------
 AJ3958
 AJ3958.The horizontal coordinates were established by GPS observations
 AJ3958.and adjusted by the National Geodetic Survey in February 2007.
 AJ3958
 AJ3958.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3958.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3958.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3958.The epoch date for horizontal control is a decimal equivalence
 AJ3958.of Year/Month/Day.
 AJ3958
 AJ3958.The orthometric height was determined by GPS observations and a
 AJ3958.high-resolution geoid model.
 AJ3958.The orthometric height was determined by GPS observations and a
 AJ3958.high-resolution geoid model using precise GPS observation and
 AJ3958.processing techniques.
 AJ3958
 AJ3958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3958
 AJ3958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3958
 AJ3958.The ellipsoidal height was determined by GPS observations
 AJ3958.and is referenced to NAD 83.
 AJ3958
 AJ3958.The geoid height was determined by GEOID03.
 AJ3958
 AJ3958;                    North         East     Units Scale Factor Converg.
 AJ3958;SPC AZ C     -   253,357.462   101,986.015   MT  1.00005289   -0 39 22.1
 AJ3958;SPC AZ C     -   831,225.27    334,599.79   iFT  1.00005289   -0 39 22.1
 AJ3958;UTM  12      - 3,684,236.136   303,284.398   MT  1.00007712   -1 09 33.9
 AJ3958
 AJ3958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3958!SPC AZ C     -   0.99995086  x   1.00005289  =   1.00000375
 AJ3958!UTM  12      -   0.99995086  x   1.00007712  =   1.00002798
 AJ3958
 AJ3958                          SUPERSEDED SURVEY CONTROL
 AJ3958
 AJ3958  NAD 83(1992)-  33 16 45.31702(N)    113 06 44.25756(W) AD(       ) B
 AJ3958  ELLIP H (04/12/01)  313.032  (m)                       GP(       ) 3 2
 AJ3958
 AJ3958.Superseded values are not recommended for survey control.
 AJ3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3958.See file dsdata.txt to determine how the superseded data were derived.
 AJ3958
 AJ3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0328484236(NAD 83)
 AJ3958_MARKER: I = METAL ROD
 AJ3958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3958_STAMPING: 3CQ2 1999
 AJ3958_MARK LOGO: MCDOT 
 AJ3958_PROJECTION: FLUSH
 AJ3958_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3958+STABILITY: POSITION/ELEVATION WELL
 AJ3958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3958+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3958_ROD/PIPE-DEPTH:  3.7 meters
 AJ3958_SLEEVE-DEPTH  :  0.8 meters
 AJ3958
 AJ3958  HISTORY     - Date     Condition        Report By
 AJ3958  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3958
 AJ3958                          STATION DESCRIPTION
 AJ3958
 AJ3958'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3958'THE STATION IS LOCATED ABOUT 17.5 MI (28.2 KM) SOUTHWEST OF THE TOWN
 AJ3958'OF WINTERSBURG, TOWNSHIP 02 SOUTH, RANGE 08 WEST
 AJ3958'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3958'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3958'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3958'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3958'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3958'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3958'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3958'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3958'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3958'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3958'4.1 MI (6.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) (DIRT
 AJ3958'ROAD LOCATED 120 FEET (36.6 M) EAST OF CATTLE GUARD ACROSS DOBBINS
 AJ3958'ROAD) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE FOR 1.0 MI
 AJ3958'(1.6 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON
 AJ3958'DIRT ROAD FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD WITH A GATE ON
 AJ3958'YOUR RIGHT (WEST) , THENCE TURN RIGHT (WEST) ON TO DIRT ROAD THROUGH
 AJ3958'GATE AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3958'(SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 4.0 MI
 AJ3958'(6.4 KM) TO AGUA CALIENTE ROAD (A GRADED DIRT ROAD, NO STREET SIGNS) ,
 AJ3958'THENCE TURN RIGHT (WEST) ON TO AGUA CALIENTE ROAD AND DRIVE FOR 1.8 MI
 AJ3958'(2.9 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE TURN
 AJ3958'RIGHT (NORTH) AND DRIVE NORTHWESTERLY ON DIRT ROAD FOR 0.6 MI (1.0 KM)
 AJ3958'TO THE STATION ON YOUR RIGHT
 AJ3958'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3958'COMPRESSED ON A 12.0 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3958'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3958'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CQ2 1999, SURROUNDED WITH A
 AJ3958'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3958'MARKER
 AJ3958'STATION TIES
 AJ3958'30 FT (9.1 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3958'0.9 FT (27.4 CM) SOUTH OF CARSONITE WITNESS POST
 AJ3958'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3958'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3959 ***********************************************************************
 AJ3959  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3959  DESIGNATION -  3CS2
 AJ3959  PID         -  AJ3959
 AJ3959  STATE/COUNTY-  AZ/MARICOPA
 AJ3959  USGS QUAD   -  CORTEZ PEAK (1989)
 AJ3959
 AJ3959                         *CURRENT SURVEY CONTROL
 AJ3959  ___________________________________________________________________
 AJ3959* NAD 83(2007)-  33 16 23.81642(N)    113 13 33.11977(W)     ADJUSTED  
 AJ3959* NAVD 88     -       506.78   (meters)    1662.7    (feet)  GPS OBS   
 AJ3959  ___________________________________________________________________
 AJ3959  EPOCH DATE  -        2007.00
 AJ3959  X           -  -2,105,196.739 (meters)                     COMP
 AJ3959  Y           -  -4,905,674.300 (meters)                     COMP
 AJ3959  Z           -   3,479,599.237 (meters)                     COMP
 AJ3959  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AJ3959  ELLIP HEIGHT-         475.512 (meters)          (02/10/07) ADJUSTED
 AJ3959  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AJ3959
 AJ3959  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3959  Type    PID    Designation                      North   East  Ellip
 AJ3959  -------------------------------------------------------------------
 AJ3959  NETWORK AJ3959 3CS2                              0.84   0.78   1.29
 AJ3959  -------------------------------------------------------------------
 AJ3959
 AJ3959.The horizontal coordinates were established by GPS observations
 AJ3959.and adjusted by the National Geodetic Survey in February 2007.
 AJ3959
 AJ3959.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3959.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3959.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3959.The epoch date for horizontal control is a decimal equivalence
 AJ3959.of Year/Month/Day.
 AJ3959
 AJ3959.The orthometric height was determined by GPS observations and a
 AJ3959.high-resolution geoid model.
 AJ3959.The orthometric height was determined by GPS observations and a
 AJ3959.high-resolution geoid model using precise GPS observation and
 AJ3959.processing techniques.
 AJ3959
 AJ3959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3959
 AJ3959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3959
 AJ3959.The ellipsoidal height was determined by GPS observations
 AJ3959.and is referenced to NAD 83.
 AJ3959
 AJ3959.The geoid height was determined by GEOID03.
 AJ3959
 AJ3959;                    North         East     Units Scale Factor Converg.
 AJ3959;SPC AZ C     -   252,821.958    91,397.571   MT  1.00008334   -0 43 06.1
 AJ3959;SPC AZ C     -   829,468.37    299,860.80   iFT  1.00008334   -0 43 06.1
 AJ3959;UTM  12      - 3,683,793.644   292,691.284   MT  1.00012990   -1 13 17.8
 AJ3959
 AJ3959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3959!SPC AZ C     -   0.99992535  x   1.00008334  =   1.00000869
 AJ3959!UTM  12      -   0.99992535  x   1.00012990  =   1.00005524
 AJ3959
 AJ3959                          SUPERSEDED SURVEY CONTROL
 AJ3959
 AJ3959  NAD 83(1992)-  33 16 23.81545(N)    113 13 33.11967(W) AD(       ) B
 AJ3959  ELLIP H (04/12/01)  475.536  (m)                       GP(       ) 3 2
 AJ3959
 AJ3959.Superseded values are not recommended for survey control.
 AJ3959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3959.See file dsdata.txt to determine how the superseded data were derived.
 AJ3959
 AJ3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9269183794(NAD 83)
 AJ3959_MARKER: I = METAL ROD
 AJ3959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3959+WITH SETTING: INFORMATION.
 AJ3959_STAMPING: 3CS2 2000
 AJ3959_MARK LOGO: MCDOT 
 AJ3959_PROJECTION: FLUSH
 AJ3959_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3959+STABILITY: POSITION/ELEVATION WELL
 AJ3959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3959+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3959_ROD/PIPE-DEPTH:  1.8 meters
 AJ3959_SLEEVE-DEPTH  :  0.8 meters
 AJ3959
 AJ3959  HISTORY     - Date     Condition        Report By
 AJ3959  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3959
 AJ3959                          STATION DESCRIPTION
 AJ3959
 AJ3959'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3959'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) SOUTHWEST OF THE TOWN OF
 AJ3959'WINTERSBURG, TOWNSHIP 02 SOUTH, RANGE 09 WEST
 AJ3959'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3959'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3959'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3959'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3959'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3959'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3959'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3959'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3959'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3959'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3959'4.1 MI (6.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) (DIRT
 AJ3959'ROAD LOCATED 120 FEET (36.6 M) EAST OF CATTLE GUARD ACROSS DOBBINS
 AJ3959'ROAD) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE FOR 1.0 MI
 AJ3959'(1.6 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON
 AJ3959'DIRT ROAD FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD WITH A GATE ON
 AJ3959'YOUR RIGHT (WEST) , THENCE TURN RIGHT (WEST) ON TO DIRT ROAD THROUGH
 AJ3959'GATE AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3959'(SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 4.0 MI
 AJ3959'(6.4 KM) TO AGUA CALIENTE ROAD (A GRADED DIRT ROAD, NO STREET SIGNS) ,
 AJ3959'THENCE TURN RIGHT (WEST) ON TO AGUA CALIENTE ROAD AND DRIVE FOR 1.8 MI
 AJ3959'(2.9 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE TURN
 AJ3959'RIGHT (NORTH) AND DRIVE WESTERLY ON DIRT ROAD FOR 8.5 MI (13.7 KM) TO
 AJ3959'THE STATION ON YOUR LEFT
 AJ3959'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3959'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3959'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3959'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CS2 2000, SURROUNDED WITH A
 AJ3959'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3959'MARKER
 AJ3959'STATION TIES
 AJ3959'15 FT (4.6 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3959'1.0 FT (0.3 M) NORTH OF CARSONITE WITNESS POST
 AJ3959'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3959'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3962 ***********************************************************************
 AJ3962  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3962  DESIGNATION -  3CT4
 AJ3962  PID         -  AJ3962
 AJ3962  STATE/COUNTY-  AZ/MARICOPA
 AJ3962  USGS QUAD   -  COLUMBUS PEAK (1990)
 AJ3962
 AJ3962                         *CURRENT SURVEY CONTROL
 AJ3962  ___________________________________________________________________
 AJ3962* NAD 83(2007)-  33 17 23.93308(N)    113 17 21.46365(W)     ADJUSTED  
 AJ3962* NAVD 88     -       444.54   (meters)    1458.5    (feet)  GPS OBS   
 AJ3962  ___________________________________________________________________
 AJ3962  EPOCH DATE  -        2007.00
 AJ3962  X           -  -2,110,203.782 (meters)                     COMP
 AJ3962  Y           -  -4,902,359.318 (meters)                     COMP
 AJ3962  Z           -   3,481,113.469 (meters)                     COMP
 AJ3962  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AJ3962  ELLIP HEIGHT-         413.210 (meters)          (02/10/07) ADJUSTED
 AJ3962  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AJ3962
 AJ3962  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3962  Type    PID    Designation                      North   East  Ellip
 AJ3962  -------------------------------------------------------------------
 AJ3962  NETWORK AJ3962 3CT4                              0.88   0.82   1.33
 AJ3962  -------------------------------------------------------------------
 AJ3962
 AJ3962.The horizontal coordinates were established by GPS observations
 AJ3962.and adjusted by the National Geodetic Survey in February 2007.
 AJ3962
 AJ3962.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3962.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3962.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3962.The epoch date for horizontal control is a decimal equivalence
 AJ3962.of Year/Month/Day.
 AJ3962
 AJ3962.The orthometric height was determined by GPS observations and a
 AJ3962.high-resolution geoid model.
 AJ3962.The orthometric height was determined by GPS observations and a
 AJ3962.high-resolution geoid model using precise GPS observation and
 AJ3962.processing techniques.
 AJ3962
 AJ3962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3962
 AJ3962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3962
 AJ3962.The ellipsoidal height was determined by GPS observations
 AJ3962.and is referenced to NAD 83.
 AJ3962
 AJ3962.The geoid height was determined by GEOID03.
 AJ3962
 AJ3962;                    North         East     Units Scale Factor Converg.
 AJ3962;SPC AZ C     -   254,749.961    85,512.577   MT  1.00010146   -0 45 12.6
 AJ3962;SPC AZ C     -   835,793.84    280,553.07   iFT  1.00010146   -0 45 12.6
 AJ3962;UTM  12      - 3,685,773.380   286,823.146   MT  1.00016032   -1 15 25.3
 AJ3962
 AJ3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3962!SPC AZ C     -   0.99993513  x   1.00010146  =   1.00003659
 AJ3962!UTM  12      -   0.99993513  x   1.00016032  =   1.00009544
 AJ3962
 AJ3962                          SUPERSEDED SURVEY CONTROL
 AJ3962
 AJ3962  NAD 83(1992)-  33 17 23.93209(N)    113 17 21.46353(W) AD(       ) B
 AJ3962  ELLIP H (04/12/01)  413.234  (m)                       GP(       ) 3 2
 AJ3962
 AJ3962.Superseded values are not recommended for survey control.
 AJ3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3962.See file dsdata.txt to determine how the superseded data were derived.
 AJ3962
 AJ3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8682385773(NAD 83)
 AJ3962_MARKER: I = METAL ROD
 AJ3962_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3962+WITH SETTING: INFORMATION.
 AJ3962_STAMPING: 3CT4 2000
 AJ3962_MARK LOGO: MCDOT 
 AJ3962_PROJECTION: FLUSH
 AJ3962_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3962+STABILITY: POSITION/ELEVATION WELL
 AJ3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3962+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3962_ROD/PIPE-DEPTH:  1.8 meters
 AJ3962_SLEEVE-DEPTH  :  0.8 meters
 AJ3962
 AJ3962  HISTORY     - Date     Condition        Report By
 AJ3962  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3962
 AJ3962                          STATION DESCRIPTION
 AJ3962
 AJ3962'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3962'THE STATION IS LOCATED ABOUT 26 MI (41.8 KM) WEST-SOUTHWEST OF THE
 AJ3962'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 10 WEST, SECTION 33
 AJ3962'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3962'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3962'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3962'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3962'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3962'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3962'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3962'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3962', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 1.0
 AJ3962'MI (1.6 KM) TO DOBBINS ROAD, THENCE TURN RIGHT (WEST) ON TO DOBBINS
 AJ3962'ROAD AND DRIVE 3.5 MI (5.6 KM) TO 543RD AVENUE, THENCE TURN LEFT
 AJ3962'(SOUTH) ON TO 543RD AVENUE AND DRIVE SOUTHWESTERLY FOR 2.2 MI (3.5 KM)
 AJ3962'TO A CATTLE GUARD (END OF 543RD AVENUE) , THENCE CONTINUE
 AJ3962'SOUTHWESTERLY ON GRADED DIRT ROAD FOR 4.7 MI (7.6 KM) TO THE STATION
 AJ3962'ON YOUR LEFT
 AJ3962'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3962'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3962'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3962'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CT4 2000, SURROUNDED WITH A
 AJ3962'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3962'MARKER
 AJ3962'STATION TIES
 AJ3962'90 FT (27.4 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3962'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3962'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3964 ***********************************************************************
 AJ3964  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3964  DESIGNATION -  3CU2
 AJ3964  PID         -  AJ3964
 AJ3964  STATE/COUNTY-  AZ/MARICOPA
 AJ3964  USGS QUAD   -  COLUMBUS PEAK (1990)
 AJ3964
 AJ3964                         *CURRENT SURVEY CONTROL
 AJ3964  ___________________________________________________________________
 AJ3964* NAD 83(2007)-  33 19 01.54982(N)    113 19 58.24021(W)     ADJUSTED  
 AJ3964* NAVD 88     -       413.17   (meters)    1355.5    (feet)  GPS OBS   
 AJ3964  ___________________________________________________________________
 AJ3964  EPOCH DATE  -        2007.00
 AJ3964  X           -  -2,113,264.865 (meters)                     COMP
 AJ3964  Y           -  -4,899,213.555 (meters)                     COMP
 AJ3964  Z           -   3,483,609.896 (meters)                     COMP
 AJ3964  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AJ3964  ELLIP HEIGHT-         381.813 (meters)          (02/10/07) ADJUSTED
 AJ3964  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AJ3964
 AJ3964  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3964  Type    PID    Designation                      North   East  Ellip
 AJ3964  -------------------------------------------------------------------
 AJ3964  NETWORK AJ3964 3CU2                              0.53   0.47   0.92
 AJ3964  -------------------------------------------------------------------
 AJ3964
 AJ3964.The horizontal coordinates were established by GPS observations
 AJ3964.and adjusted by the National Geodetic Survey in February 2007.
 AJ3964
 AJ3964.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3964.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3964.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3964.The epoch date for horizontal control is a decimal equivalence
 AJ3964.of Year/Month/Day.
 AJ3964
 AJ3964.The orthometric height was determined by GPS observations and a
 AJ3964.high-resolution geoid model.
 AJ3964.The orthometric height was determined by GPS observations and a
 AJ3964.high-resolution geoid model using precise GPS observation and
 AJ3964.processing techniques.
 AJ3964
 AJ3964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3964
 AJ3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3964
 AJ3964.The ellipsoidal height was determined by GPS observations
 AJ3964.and is referenced to NAD 83.
 AJ3964
 AJ3964.The geoid height was determined by GEOID03.
 AJ3964
 AJ3964;                    North         East     Units Scale Factor Converg.
 AJ3964;SPC AZ C     -   257,811.631    81,496.893   MT  1.00011431   -0 46 40.7
 AJ3964;SPC AZ C     -   845,838.68    267,378.26   iFT  1.00011431   -0 46 40.7
 AJ3964;UTM  12      - 3,688,870.429   282,834.281   MT  1.00018149   -1 16 54.7
 AJ3964
 AJ3964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3964!SPC AZ C     -   0.99994006  x   1.00011431  =   1.00005436
 AJ3964!UTM  12      -   0.99994006  x   1.00018149  =   1.00012154
 AJ3964
 AJ3964                          SUPERSEDED SURVEY CONTROL
 AJ3964
 AJ3964  NAD 83(1992)-  33 19 01.54885(N)    113 19 58.24013(W) AD(       ) B
 AJ3964  ELLIP H (04/12/01)  381.840  (m)                       GP(       ) 3 2
 AJ3964
 AJ3964.Superseded values are not recommended for survey control.
 AJ3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3964.See file dsdata.txt to determine how the superseded data were derived.
 AJ3964
 AJ3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8283488870(NAD 83)
 AJ3964_MARKER: I = METAL ROD
 AJ3964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3964_STAMPING: 3CU2 1999
 AJ3964_MARK LOGO: MCDOT 
 AJ3964_PROJECTION: FLUSH
 AJ3964_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3964+STABILITY: POSITION/ELEVATION WELL
 AJ3964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3964+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3964_ROD/PIPE-DEPTH:  7.9 meters
 AJ3964_SLEEVE-DEPTH  :  0.8 meters
 AJ3964
 AJ3964  HISTORY     - Date     Condition        Report By
 AJ3964  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3964
 AJ3964                          STATION DESCRIPTION
 AJ3964
 AJ3964'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3964'THE STATION IS LOCATED ABOUT 28 MI (45.1 KM) WEST-SOUTHWEST OF THE
 AJ3964'TOWN OF WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 11 WEST, SECTION 25
 AJ3964'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3964'TO REACH THE STATION FROM INTERSTATE 10 AND SALOME INTERCHANGE (EXIT
 AJ3964'81) , DRIVE SOUTHEAST ON SALOME HIGHWAY FOR 0.2 MI (0.3 KM) TO A Y IN
 AJ3964'THE ROAD, THENCE VEER RIGHT AND DRIVE WEST FOR 0.4 MI (0.6 KM) TO A
 AJ3964'BEND IN THE ROAD TO THE SOUTH (ROAD TO SOUTH IS HARQUAHALA VALLEY
 AJ3964'ROAD) , THENCE DRIVE SOUTH ON HARQUAHALA VALLEY ROAD FOR 11.0 MI (17.7
 AJ3964'KM) TO BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO BASELINE ROAD AND
 AJ3964'DRIVE 0.1 MI (0.2 KM) TO HARQUAHALA VALLEY ROAD ON YOUR RIGHT (SOUTH)
 AJ3964', THENCE TURN RIGHT (SOUTH) ON TO HARQUAHALA VALLEY ROAD AND DRIVE 1.0
 AJ3964'MI (1.6 KM) TO DOBBINS ROAD, THENCE TURN RIGHT (WEST) ON TO DOBBINS
 AJ3964'ROAD AND DRIVE 3.5 MI (5.6 KM) TO 543RD AVENUE, THENCE TURN LEFT
 AJ3964'(SOUTH) ON TO 543RD AVENUE AND DRIVE SOUTHWESTERLY FOR 2.2 MI (3.5 KM)
 AJ3964'TO A CATTLE GUARD (END OF 543RD AVENUE) , THENCE CONTINUE
 AJ3964'SOUTHWESTERLY ON GRADED DIRT ROAD FOR 2.2 MI (3.5 KM) TO TRAIL 059 (A
 AJ3964'DIRT ROAD) ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3964'TRAIL 059 AND DRIVE NORTHWESTERLY FOR 2.7 MI (4.3 KM) TO A Y IN THE
 AJ3964'ROAD, THENCE VEER LEFT AND CONTINUE ON TRAIL 059 (TRAIL 006 (A DIRT
 AJ3964'ROAD) HEADS TO THE NORTHEAST) AND DRIVE SOUTHWESTERLY FOR 2.4 MI (3.9
 AJ3964'KM) TO THE STATION ON YOUR LEFT
 AJ3964'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3964'COMPRESSED ON A 26.0 FT (7.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3964'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3964'WITH A COUNTY LOGO ACCESS COVER STAMPED 3CU2 1999, SURROUNDED WITH A
 AJ3964'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3964'MARKER
 AJ3964'STATION TIES
 AJ3964'25 FT (7.6 M) SOUTHEAST OF CENTERLINE OF TRAIL 059
 AJ3964'1 FT (0.3 M) NORTHEAST OF CARSONITE WITNESS POST
 AJ3964'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3964'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3764 ***********************************************************************
 AJ3764  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3764  DESIGNATION -  3DB3
 AJ3764  PID         -  AJ3764
 AJ3764  STATE/COUNTY-  AZ/MARICOPA
 AJ3764  USGS QUAD   -  MOBILE NE (1973)
 AJ3764
 AJ3764                         *CURRENT SURVEY CONTROL
 AJ3764  ___________________________________________________________________
 AJ3764* NAD 83(2007)-  33 14 46.88802(N)    112 21 26.93839(W)     ADJUSTED  
 AJ3764* NAVD 88     -       367.85   (meters)    1206.9    (feet)  GPS OBS   
 AJ3764  ___________________________________________________________________
 AJ3764  EPOCH DATE  -        2007.00
 AJ3764  X           -  -2,031,185.719 (meters)                     COMP
 AJ3764  Y           -  -4,938,424.258 (meters)                     COMP
 AJ3764  Z           -   3,477,026.320 (meters)                     COMP
 AJ3764  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 AJ3764  ELLIP HEIGHT-         337.414 (meters)          (02/10/07) ADJUSTED
 AJ3764  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3764
 AJ3764  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3764  Type    PID    Designation                      North   East  Ellip
 AJ3764  -------------------------------------------------------------------
 AJ3764  NETWORK AJ3764 3DB3                              0.61   0.51   0.90
 AJ3764  -------------------------------------------------------------------
 AJ3764
 AJ3764.The horizontal coordinates were established by GPS observations
 AJ3764.and adjusted by the National Geodetic Survey in February 2007.
 AJ3764
 AJ3764.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3764.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3764.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3764.The epoch date for horizontal control is a decimal equivalence
 AJ3764.of Year/Month/Day.
 AJ3764
 AJ3764.The orthometric height was determined by GPS observations and a
 AJ3764.high-resolution geoid model.
 AJ3764.The orthometric height was determined by GPS observations and a
 AJ3764.high-resolution geoid model using precise GPS observation and
 AJ3764.processing techniques.
 AJ3764
 AJ3764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3764
 AJ3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3764
 AJ3764.The ellipsoidal height was determined by GPS observations
 AJ3764.and is referenced to NAD 83.
 AJ3764
 AJ3764.The geoid height was determined by GEOID03.
 AJ3764
 AJ3764;                    North         East     Units Scale Factor Converg.
 AJ3764;SPC AZ C     -   249,158.159   172,283.121   MT  0.99992080   -0 14 30.0
 AJ3764;SPC AZ C     -   817,448.03    565,233.34   iFT  0.99992080   -0 14 30.0
 AJ3764;UTM  12      - 3,679,420.142   373,538.441   MT  0.99979718   -0 44 39.6
 AJ3764
 AJ3764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3764!SPC AZ C     -   0.99994703  x   0.99992080  =   0.99986783
 AJ3764!UTM  12      -   0.99994703  x   0.99979718  =   0.99974422
 AJ3764
 AJ3764                          SUPERSEDED SURVEY CONTROL
 AJ3764
 AJ3764  NAD 83(1992)-  33 14 46.88724(N)    112 21 26.93786(W) AD(       ) B
 AJ3764  ELLIP H (04/12/01)  337.434  (m)                       GP(       ) 3 2
 AJ3764
 AJ3764.Superseded values are not recommended for survey control.
 AJ3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3764.See file dsdata.txt to determine how the superseded data were derived.
 AJ3764
 AJ3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7353879420(NAD 83)
 AJ3764_MARKER: I = METAL ROD
 AJ3764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3764_STAMPING: 3DB3 10-1999
 AJ3764_MARK LOGO: MCDOT 
 AJ3764_PROJECTION: FLUSH
 AJ3764_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3764+STABILITY: POSITION/ELEVATION WELL
 AJ3764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3764+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3764_ROD/PIPE-DEPTH: 10.4 meters
 AJ3764_SLEEVE-DEPTH  :  0.8 meters
 AJ3764
 AJ3764  HISTORY     - Date     Condition        Report By
 AJ3764  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3764
 AJ3764                          STATION DESCRIPTION
 AJ3764
 AJ3764'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3764'THE STATION IS LOCATED APPROXIMATELY 21 MI (33.8 KM) SOUTHWEST OF THE
 AJ3764'CITY OF PHOENIX, 15 MI (24.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3764'TOWNSHIP 2 SOUTH, RANGE 1 WEST, SECTION 22
 AJ3764'OWNERSHIP-STATE LAND
 AJ3764'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3764'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (WHICH VEERS
 AJ3764'SOUTHEAST THEN SOUTH AGAIN AT THE GILA RIVER, BECOMING TUTHILL ROAD)
 AJ3764'FOR 10.2 MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY
 AJ3764'ROAD AND DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN
 AJ3764'RIGHT (SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM)
 AJ3764'TO CHANDLER HEIGHTS ROAD, THENCE TURN LEFT (EAST) ONTO CHANDLER
 AJ3764'HEIGHTS ROAD AND DRIVE 3.9 MI (6.3 KM) TO A DIRT ROAD ON THE LEFT,
 AJ3764'THENCE TURN LEFT (NORTH) AND DRIVE NORTHERLY ABOUT 270 FT (82.3 M) TO
 AJ3764'FENCE LINE AND GATE AT 33 13 58N-112 22 38W, THENCE CONTINUE ON THE
 AJ3764'DIRT ROAD, PASSING THROUGH THE GATE, FOR 1.3 MI, (2.1 KM) PARALLELING
 AJ3764'A CONCRETE IRRIGATION DITCH (FIRST NORTH, THEN WEST, THEN NORTH AGAIN)
 AJ3764'TO A FENCE LINE AND GATE ON THE RIGHT, THENCE TURN RIGHT (EAST) ONTO
 AJ3764'THE DIRT ROAD, PASSING THROUGH THE GATE, AND DRIVE 1.5 MI (2.4 KM) TO
 AJ3764'THE STATION ON THE RIGHT (SOUTH) SIDE OF THE ROAD
 AJ3764'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3764'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 34 FOOT (10.4 M) STAINLESS
 AJ3764'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3764'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3764'STAMPED 3DB3 10-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3764'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3764'STATION TIES
 AJ3764'THE STATION IS 140 FT (42.7 M) EAST OF THE CENTER LINE OF A
 AJ3764'NORTH-SOUTH DIRT FARM ROAD
 AJ3764'140 FT (42.7 M) SOUTH OF THE CENTERLINE OF THE DIRT FARM ROAD ON WHICH
 AJ3764'YOU ARRIVED
 AJ3764'3 FT (0.9 M) NORTH NORTHWEST OF THE CARSONITE MARKER
 AJ3764'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3764'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3748 ***********************************************************************
 AJ3748  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3748  DESIGNATION -  3DD1
 AJ3748  PID         -  AJ3748
 AJ3748  STATE/COUNTY-  AZ/MARICOPA
 AJ3748  USGS QUAD   -  MOBILE NW (1978)
 AJ3748
 AJ3748                         *CURRENT SURVEY CONTROL
 AJ3748  ___________________________________________________________________
 AJ3748* NAD 83(2007)-  33 14 49.43287(N)    112 27 51.41728(W)     ADJUSTED  
 AJ3748* NAVD 88     -       322.95   (meters)    1059.5    (feet)  GPS OBS   
 AJ3748  ___________________________________________________________________
 AJ3748  EPOCH DATE  -        2007.00
 AJ3748  X           -  -2,040,356.586 (meters)                     COMP
 AJ3748  Y           -  -4,934,554.923 (meters)                     COMP
 AJ3748  Z           -   3,477,067.141 (meters)                     COMP
 AJ3748  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 AJ3748  ELLIP HEIGHT-         292.267 (meters)          (02/10/07) ADJUSTED
 AJ3748  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AJ3748
 AJ3748  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3748  Type    PID    Designation                      North   East  Ellip
 AJ3748  -------------------------------------------------------------------
 AJ3748  NETWORK AJ3748 3DD1                              0.76   0.73   1.14
 AJ3748  -------------------------------------------------------------------
 AJ3748
 AJ3748.The horizontal coordinates were established by GPS observations
 AJ3748.and adjusted by the National Geodetic Survey in February 2007.
 AJ3748
 AJ3748.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3748.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3748.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3748.The epoch date for horizontal control is a decimal equivalence
 AJ3748.of Year/Month/Day.
 AJ3748
 AJ3748.The orthometric height was determined by GPS observations and a
 AJ3748.high-resolution geoid model.
 AJ3748.The orthometric height was determined by GPS observations and a
 AJ3748.high-resolution geoid model using precise GPS observation and
 AJ3748.processing techniques.
 AJ3748
 AJ3748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3748
 AJ3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3748
 AJ3748.The ellipsoidal height was determined by GPS observations
 AJ3748.and is referenced to NAD 83.
 AJ3748
 AJ3748.The geoid height was determined by GEOID03.
 AJ3748
 AJ3748;                    North         East     Units Scale Factor Converg.
 AJ3748;SPC AZ C     -   249,283.618   162,331.433   MT  0.99993209   -0 18 00.9
 AJ3748;SPC AZ C     -   817,859.64    532,583.44   iFT  0.99993209   -0 18 00.9
 AJ3748;UTM  12      - 3,679,632.879   363,589.363   MT  0.99982942   -0 48 10.5
 AJ3748
 AJ3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3748!SPC AZ C     -   0.99995412  x   0.99993209  =   0.99988621
 AJ3748!UTM  12      -   0.99995412  x   0.99982942  =   0.99978354
 AJ3748
 AJ3748                          SUPERSEDED SURVEY CONTROL
 AJ3748
 AJ3748  NAD 83(1992)-  33 14 49.43206(N)    112 27 51.41682(W) AD(       ) B
 AJ3748  ELLIP H (04/12/01)  292.295  (m)                       GP(       ) 3 2
 AJ3748
 AJ3748.Superseded values are not recommended for survey control.
 AJ3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3748.See file dsdata.txt to determine how the superseded data were derived.
 AJ3748
 AJ3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6358979633(NAD 83)
 AJ3748_MARKER: I = METAL ROD
 AJ3748_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3748_STAMPING: 3DD1 2000
 AJ3748_MARK LOGO: MCDOT 
 AJ3748_PROJECTION: FLUSH
 AJ3748_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3748+STABILITY: POSITION/ELEVATION WELL
 AJ3748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3748+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2007
 AJ3748_ROD/PIPE-DEPTH:  9.8 meters
 AJ3748_SLEEVE-DEPTH  :  0.8 meters
 AJ3748
 AJ3748  HISTORY     - Date     Condition        Report By
 AJ3748  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3748  HISTORY     - 20050208 GOOD             INDIV
 AJ3748  HISTORY     - 20070521 GOOD             MCDOT
 AJ3748
 AJ3748                          STATION DESCRIPTION
 AJ3748
 AJ3748'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3748'THE STATION IS LOCATED APPROXIMATELY 26 MI (41.8 KM) WEST OF THE CITY
 AJ3748'OF PHOENIX, 11 MI (17.7 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP
 AJ3748'2 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3748'OWNERSHIP-STATE TRUST LAND
 AJ3748'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3748'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS TO THE
 AJ3748'SOUTHWEST THEN SOUTH AGAIN AT THE GILA RIVER AND BECOMES TUTHILL ROAD)
 AJ3748'FOR 10.2 MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY
 AJ3748'ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN
 AJ3748'RIGHT (SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM)
 AJ3748'TO CHANDLER HEIGHTS ROAD, THENCE TURN RIGHT (WEST) ONTO CHANDLER
 AJ3748'HEIGHTS ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO A DIRT ROAD PARALLELING
 AJ3748'THE EL PASO NATURAL GAS COMPANY PIPELINE, THENCE TURN RIGHT (NORTH)
 AJ3748'ONTO THE PIPELINE ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO A POINT WHERE
 AJ3748'THE PRESENT ROAD BEGINS TO VEER TO THE NORTHEAST AND A DIRT ROAD
 AJ3748'INTERSECTS IT FROM THE WEST, THENCE TURN LEFT (WEST) ONTO THE DIRT
 AJ3748'ROAD AND DRIVE FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT
 AJ3748'(NORTH) SIDE OF THE ROAD
 AJ3748'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A PUNCH HOLE IN THE
 AJ3748'TOP CENTER OF AN ALUMINUM CAP COMPRESSED ON A 32 FOOT (9.8 M)
 AJ3748'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC
 AJ3748'SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO
 AJ3748'ACCESS COVER STAMPED 3DD1 2000, SURROUNDED WITH A CONCRETE COLLAR
 AJ3748'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3748'STATION TIES
 AJ3748'THE STATION IS LOCATED 50 FT (15.2 M) EAST AND 100 FT (30.5 M) NORTH
 AJ3748'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCED ENCLOSURE SOUTH OF THE
 AJ3748'ROAD
 AJ3748'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3748'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3748
 AJ3748                          STATION RECOVERY (2005)
 AJ3748
 AJ3748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CFG)
 AJ3748'RECOVERED IN GOOD CONDITION.
 AJ3748
 AJ3748                          STATION RECOVERY (2007)
 AJ3748
 AJ3748'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3748'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3747 ***********************************************************************
 AJ3747  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3747  DESIGNATION -  3DF2
 AJ3747  PID         -  AJ3747
 AJ3747  STATE/COUNTY-  AZ/MARICOPA
 AJ3747  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3747
 AJ3747                         *CURRENT SURVEY CONTROL
 AJ3747  ___________________________________________________________________
 AJ3747* NAD 83(2007)-  33 14 48.92350(N)    112 34 24.44965(W)     ADJUSTED  
 AJ3747* NAVD 88     -       314.03   (meters)    1030.3    (feet)  GPS OBS   
 AJ3747  ___________________________________________________________________
 AJ3747  EPOCH DATE  -        2007.00
 AJ3747  X           -  -2,049,755.935 (meters)                     COMP
 AJ3747  Y           -  -4,930,659.055 (meters)                     COMP
 AJ3747  Z           -   3,477,049.041 (meters)                     COMP
 AJ3747  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3747  ELLIP HEIGHT-         283.192 (meters)          (02/10/07) ADJUSTED
 AJ3747  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3747
 AJ3747  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3747  Type    PID    Designation                      North   East  Ellip
 AJ3747  -------------------------------------------------------------------
 AJ3747  NETWORK AJ3747 3DF2                              0.74   0.65   1.08
 AJ3747  -------------------------------------------------------------------
 AJ3747
 AJ3747.The horizontal coordinates were established by GPS observations
 AJ3747.and adjusted by the National Geodetic Survey in February 2007.
 AJ3747
 AJ3747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3747.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3747.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3747.The epoch date for horizontal control is a decimal equivalence
 AJ3747.of Year/Month/Day.
 AJ3747
 AJ3747.The orthometric height was determined by GPS observations and a
 AJ3747.high-resolution geoid model.
 AJ3747.The orthometric height was determined by GPS observations and a
 AJ3747.high-resolution geoid model using precise GPS observation and
 AJ3747.processing techniques.
 AJ3747
 AJ3747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3747
 AJ3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3747
 AJ3747.The ellipsoidal height was determined by GPS observations
 AJ3747.and is referenced to NAD 83.
 AJ3747
 AJ3747.The geoid height was determined by GEOID03.
 AJ3747
 AJ3747;                    North         East     Units Scale Factor Converg.
 AJ3747;SPC AZ C     -   249,326.552   152,157.840   MT  0.99994617   -0 21 36.3
 AJ3747;SPC AZ C     -   818,000.50    499,205.51   iFT  0.99994617   -0 21 36.3
 AJ3747;UTM  12      - 3,679,765.058   353,417.474   MT  0.99986492   -0 51 46.1
 AJ3747
 AJ3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3747!SPC AZ C     -   0.99995554  x   0.99994617  =   0.99990171
 AJ3747!UTM  12      -   0.99995554  x   0.99986492  =   0.99982047
 AJ3747
 AJ3747                          SUPERSEDED SURVEY CONTROL
 AJ3747
 AJ3747  NAD 83(1992)-  33 14 48.92266(N)    112 34 24.44927(W) AD(       ) B
 AJ3747  ELLIP H (04/12/01)  283.222  (m)                       GP(       ) 3 2
 AJ3747
 AJ3747.Superseded values are not recommended for survey control.
 AJ3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3747.See file dsdata.txt to determine how the superseded data were derived.
 AJ3747
 AJ3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5341779765(NAD 83)
 AJ3747_MARKER: I = METAL ROD
 AJ3747_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3747_STAMPING: 3DF2 2000
 AJ3747_MARK LOGO: MCDOT 
 AJ3747_PROJECTION: FLUSH
 AJ3747_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3747+STABILITY: POSITION/ELEVATION WELL
 AJ3747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3747+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3747_ROD/PIPE-DEPTH:  6.7 meters
 AJ3747_SLEEVE-DEPTH  :  0.8 meters
 AJ3747
 AJ3747  HISTORY     - Date     Condition        Report By
 AJ3747  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3747
 AJ3747                          STATION DESCRIPTION
 AJ3747
 AJ3747'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3747'THE STATION IS LOCATED APPROXIMATELY 32 MI (51.5 KM) WEST OF THE CITY
 AJ3747'OF PHOENIX, 8 MI (12.9 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 02
 AJ3747'SOUTH, RANGE O3 WEST, SECTION 21
 AJ3747'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3747'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3747'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 14.0 MI (22.5
 AJ3747'KM) TO THE (DIRT) EL PASO NATURAL GAS COMPANY PIPELINE ROAD, THENCE
 AJ3747'TURN LEFT (EAST) AND DRIVE ON THE PIPELINE ROAD FOR 2.5 MI (4.0 KM) TO
 AJ3747'AN UNMARKED DIRT ROAD, THENCE TURN LEFT (NORTHEAST) ONTO DIRT ROAD AND
 AJ3747'DRIVE 1.0 MI (1.6 KM) TO AN EAST-WEST OVERHEAD POWER LINE, THENCE
 AJ3747'CONTINUE NORTHEAST, CROSSING UNDER POWER LINE ON DIRT ROAD 0.4 MI (0.6
 AJ3747'KM) TO A CATTLE GUARD AND FENCE, THENCE CONTINUE NORTHEAST FOR 0.6 MI
 AJ3747'(1.0 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (EAST) ONTO THE
 AJ3747'DIRT ROAD AND DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT
 AJ3747'(SOUTH) SIDE OF THE ROAD
 AJ3747'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3747'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22 FOOT (6.7 M) STAINLESS
 AJ3747'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3747'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3747'STAMPED 3DF2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3747'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3747'STATION TIES
 AJ3747'86 FT (26.2 M) SOUTHWEST OF A GENERAL LAND OFFICE CAP
 AJ3747'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3747'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3765 ***********************************************************************
 AJ3765  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3765  DESIGNATION -  3DH2
 AJ3765  PID         -  AJ3765
 AJ3765  STATE/COUNTY-  AZ/MARICOPA
 AJ3765  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3765
 AJ3765                         *CURRENT SURVEY CONTROL
 AJ3765  ___________________________________________________________________
 AJ3765* NAD 83(2007)-  33 14 49.41336(N)    112 39 50.44836(W)     ADJUSTED  
 AJ3765* NAVD 88     -       295.47   (meters)     969.4    (feet)  GPS OBS   
 AJ3765  ___________________________________________________________________
 AJ3765  EPOCH DATE  -        2007.00
 AJ3765  X           -  -2,057,536.997 (meters)                     COMP
 AJ3765  Y           -  -4,927,391.221 (meters)                     COMP
 AJ3765  Z           -   3,477,051.411 (meters)                     COMP
 AJ3765  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 AJ3765  ELLIP HEIGHT-         264.493 (meters)          (02/10/07) ADJUSTED
 AJ3765  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AJ3765
 AJ3765  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3765  Type    PID    Designation                      North   East  Ellip
 AJ3765  -------------------------------------------------------------------
 AJ3765  NETWORK AJ3765 3DH2                              0.69   0.61   1.02
 AJ3765  -------------------------------------------------------------------
 AJ3765
 AJ3765.The horizontal coordinates were established by GPS observations
 AJ3765.and adjusted by the National Geodetic Survey in February 2007.
 AJ3765
 AJ3765.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3765.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3765.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3765.The epoch date for horizontal control is a decimal equivalence
 AJ3765.of Year/Month/Day.
 AJ3765
 AJ3765.The orthometric height was determined by GPS observations and a
 AJ3765.high-resolution geoid model.
 AJ3765.The orthometric height was determined by GPS observations and a
 AJ3765.high-resolution geoid model using precise GPS observation and
 AJ3765.processing techniques.
 AJ3765
 AJ3765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3765
 AJ3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3765
 AJ3765.The ellipsoidal height was determined by GPS observations
 AJ3765.and is referenced to NAD 83.
 AJ3765
 AJ3765.The geoid height was determined by GEOID03.
 AJ3765
 AJ3765;                    North         East     Units Scale Factor Converg.
 AJ3765;SPC AZ C     -   249,398.335   143,719.514   MT  0.99995978   -0 24 35.1
 AJ3765;SPC AZ C     -   818,236.01    471,520.72   iFT  0.99995978   -0 24 35.1
 AJ3765;UTM  12      - 3,679,910.864   344,980.713   MT  0.99989629   -0 54 44.9
 AJ3765
 AJ3765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3765!SPC AZ C     -   0.99995848  x   0.99995978  =   0.99991826
 AJ3765!UTM  12      -   0.99995848  x   0.99989629  =   0.99985477
 AJ3765
 AJ3765                          SUPERSEDED SURVEY CONTROL
 AJ3765
 AJ3765  NAD 83(1992)-  33 14 49.41250(N)    112 39 50.44803(W) AD(       ) B
 AJ3765  ELLIP H (04/12/01)  264.526  (m)                       GP(       ) 3 2
 AJ3765
 AJ3765.Superseded values are not recommended for survey control.
 AJ3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3765.See file dsdata.txt to determine how the superseded data were derived.
 AJ3765
 AJ3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4498179911(NAD 83)
 AJ3765_MARKER: F = FLANGE-ENCASED ROD
 AJ3765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3765+WITH SETTING: INFORMATION.
 AJ3765_STAMPING: 3DH2 1999
 AJ3765_MARK LOGO: MCDOT 
 AJ3765_PROJECTION: FLUSH
 AJ3765_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3765+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3765_ROD/PIPE-DEPTH:  2.2 meters
 AJ3765_SLEEVE-DEPTH  :  0.8 meters
 AJ3765
 AJ3765  HISTORY     - Date     Condition        Report By
 AJ3765  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3765  HISTORY     - 20060116 GOOD             NGS
 AJ3765
 AJ3765                          STATION DESCRIPTION
 AJ3765
 AJ3765'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3765'THE STATION IS LOCATED APPROXIMATELY 37 MI (59.5 KM) SOUTHWEST OF THE
 AJ3765'CITY OF PHOENIX, 10 MI (16.1 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3765'BUCKEYE, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SECTION 15
 AJ3765'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3765'TO REACH THE STATION FORM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3765'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 13.5 MI (21.7
 AJ3765'KM) TO MILE POST MARKER 141, THENCE CONTINUE SOUTH ON STATE ROUTE 85
 AJ3765'FOR 0.3 MI (0.5 KM) TO OVERHEAD POWER LINES, THENCE PASS UNDER THE
 AJ3765'POWER LINES AND DRIVE FOR 420 FT (128.0 M) TO A DIRT ROAD, THENCE TURN
 AJ3765'RIGHT (WEST) ONTO THE DIRT ROAD, PASSING THROUGH THE RIGHT-OF-WAY
 AJ3765'FENCE, AND DRIVE 0.4 MI (0.6 KM) TO A CATTLE GUARD, THENCE PASS OVER
 AJ3765'THE CATTLE GUARD AND DRIVE 0.2 MI (0.3 KM) TO RAINBOW WASH, THENCE
 AJ3765'PASS THROUGH RAINBOW WASH AND CONTINUE FOR 220 FT (67.1 M) TO A DIRT
 AJ3765'ROAD, THENCE TURN RIGHT (NORTH) ONTO THE DIRT AND DRIVE FOR 325 FT
 AJ3765'(99.1 M) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3765'NORTHERLY, PASSING UNDER THE POWER LINES AGAIN, FOR 1.0 MI (1.6 KM) TO
 AJ3765'ANOTHER FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3765'NORTHERLY FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT (WEST) SIDE
 AJ3765'OF THE ROAD
 AJ3765'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3765'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 7.2 FOOT (2.2 M) STAINLESS
 AJ3765'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3765'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3765'STAMPED 3DH2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3765'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3765'STATION TIES
 AJ3765'THE STATION IS 100 FT (30.5 M) EAST OF THE CENTERLINE OF A WASH
 AJ3765'35 FT (10.7 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3765'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3765'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3765
 AJ3765                          STATION RECOVERY (2006)
 AJ3765
 AJ3765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3765'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AJ3765'STATE HIGHWAY 85 (EXIT 112), GO SOUTH ON HIGHWAY 85 FOR 13.5 MI (21.7
 AJ3765'KM) TO MILE POST 141.  CONTINUE SOUTH ON HIGHWAY 85 FOR 0.3 MI (0.5
 AJ3765'KM) TO OVERHEAD POWER LINES.  PASS UNDER POWER LINES AND GO 420 FT
 AJ3765'(128.0 M) TO A DIRT ROAD.  TURN RIGHT, WEST ON GAS PIPELINE ROAD,
 AJ3765'PASSING THROUGH RIGHT OF WAY FENCE, AND GO 0.4 MI (0.6 KM) TO A CATTLE
 AJ3765'GUARD.  PASS OVER CATTLE GUARD AND GO 0.2 MI (0.3 KM) TO RAINBOW WASH.
 AJ3765'PASS THROUGH RAINBOW WASH AND CONTINUE 220 FT (67.1 M) TO A DIRT ROAD.
 AJ3765'TURN RIGHT, NORTH ON THE DIRT ROAD AND GO 325 FT (99.1 M) TO A FORK IN
 AJ3765'ROAD.  BEAR LEFT AND CONTINUE NORTHERLY, PASSING UNDER POWER LINES
 AJ3765'AGAIN, FOR 0.9 MI (1.4 KM) TO A FORK IN ROAD.  BEAR LEFT AND CONTINUE
 AJ3765'NORTHERLY FOR 0.5 MI (0.8 KM) TO THE STATION ON LEFT (WEST) SIDE OF
 AJ3765'ROAD.  NOTE--A 4-WHEEL DRIVE VEHICLE MAY BE NEEDED TO CROSS RAINBOW
 AJ3765'WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3808 ***********************************************************************
 AJ3808  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3808  DESIGNATION -  3DJ3
 AJ3808  PID         -  AJ3808
 AJ3808  STATE/COUNTY-  AZ/MARICOPA
 AJ3808  USGS QUAD   -  SPRING MTN (1978)
 AJ3808
 AJ3808                         *CURRENT SURVEY CONTROL
 AJ3808  ___________________________________________________________________
 AJ3808* NAD 83(2007)-  33 14 56.10473(N)    112 45 35.64229(W)     ADJUSTED  
 AJ3808* NAVD 88     -       234.24   (meters)     768.5    (feet)  GPS OBS   
 AJ3808  ___________________________________________________________________
 AJ3808  EPOCH DATE  -        2007.00
 AJ3808  X           -  -2,065,716.762 (meters)                     COMP
 AJ3808  Y           -  -4,923,789.407 (meters)                     COMP
 AJ3808  Z           -   3,477,190.190 (meters)                     COMP
 AJ3808  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AJ3808  ELLIP HEIGHT-         203.155 (meters)          (02/10/07) ADJUSTED
 AJ3808  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AJ3808
 AJ3808  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3808  Type    PID    Designation                      North   East  Ellip
 AJ3808  -------------------------------------------------------------------
 AJ3808  NETWORK AJ3808 3DJ3                              0.78   0.74   1.14
 AJ3808  -------------------------------------------------------------------
 AJ3808
 AJ3808.The horizontal coordinates were established by GPS observations
 AJ3808.and adjusted by the National Geodetic Survey in February 2007.
 AJ3808
 AJ3808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3808.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3808.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3808.The epoch date for horizontal control is a decimal equivalence
 AJ3808.of Year/Month/Day.
 AJ3808
 AJ3808.The orthometric height was determined by GPS observations and a
 AJ3808.high-resolution geoid model.
 AJ3808.The orthometric height was determined by GPS observations and a
 AJ3808.high-resolution geoid model using precise GPS observation and
 AJ3808.processing techniques.
 AJ3808
 AJ3808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3808
 AJ3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3808
 AJ3808.The ellipsoidal height was determined by GPS observations
 AJ3808.and is referenced to NAD 83.
 AJ3808
 AJ3808.The geoid height was determined by GEOID03.
 AJ3808
 AJ3808;                    North         East     Units Scale Factor Converg.
 AJ3808;SPC AZ C     -   249,672.473   134,785.815   MT  0.99997610   -0 27 44.5
 AJ3808;SPC AZ C     -   819,135.41    442,210.68   iFT  0.99997610   -0 27 44.5
 AJ3808;UTM  12      - 3,680,263.362   336,050.246   MT  0.99993141   -0 57 54.5
 AJ3808
 AJ3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3808!SPC AZ C     -   0.99996811  x   0.99997610  =   0.99994421
 AJ3808!UTM  12      -   0.99996811  x   0.99993141  =   0.99989952
 AJ3808
 AJ3808                          SUPERSEDED SURVEY CONTROL
 AJ3808
 AJ3808  NAD 83(1992)-  33 14 56.10387(N)    112 45 35.64200(W) AD(       ) B
 AJ3808  ELLIP H (04/12/01)  203.187  (m)                       GP(       ) 3 2
 AJ3808
 AJ3808.Superseded values are not recommended for survey control.
 AJ3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3808.See file dsdata.txt to determine how the superseded data were derived.
 AJ3808
 AJ3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3605080263(NAD 83)
 AJ3808_MARKER: I = METAL ROD
 AJ3808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3808_STAMPING: 3DJ3 11-1999
 AJ3808_MARK LOGO: MCDOT 
 AJ3808_PROJECTION: FLUSH
 AJ3808_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3808+STABILITY: POSITION/ELEVATION WELL
 AJ3808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3808+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3808_ROD/PIPE-DEPTH: 12.8 meters
 AJ3808_SLEEVE-DEPTH  :  0.8 meters
 AJ3808
 AJ3808  HISTORY     - Date     Condition        Report By
 AJ3808  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3808
 AJ3808                          STATION DESCRIPTION
 AJ3808
 AJ3808'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3808'THE STATION IS LOCATED APPROXIMATELY 42 MI (67.6 KM) SOUTHWEST OF THE
 AJ3808'CITY OF PHOENIX, 13 MI (20.9 KM) SOUTHWEST OF THE TOWN OF BUCKEYE,
 AJ3808'TOWNSHIP 2 SOUTH, RANGE 5 WEST, SECTION 15
 AJ3808'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3808'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND STATE
 AJ3808'ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 TO MILE POST 150, THENCE
 AJ3808'CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.9 MI (1.4 KM) TO OLD HIGHWAY
 AJ3808'80, THENCE TURN LEFT ONTO OLD HIGHWAY 80 AND DRIVE FOR 19.4 MI (31.2
 AJ3808'KM) TO THE BRIDGE OVER THE GILA RIVER AT GILLESPIE DAM, THENCE, FROM
 AJ3808'THE EAST END OF THE BRIDGE, DRIVE FOR 1.15 MI (1.85 KM) TO MILE POST
 AJ3808'19, THENCE CONTINUE ON OLD HIGHWAY 80 FOR 0.85 MI (1.37 KM) TO A
 AJ3808'NARROW PASSAGE OVER A SIPHON IN THE GILA RIVER CANAL, ACROSS THE ROAD
 AJ3808'FROM A METAL POWER POLE MARKED 25/11, THENCE TURN LEFT (NORTHEAST)
 AJ3808'THROUGH THE PASSAGE, THE PASSAGE (331300N-1124410W) IS VERY NARROW AND
 AJ3808'PASSES BETWEEN 2 LARGE, ROUNDED CONCRETE WALLS MARKING THE INLET AND
 AJ3808'OUTLET OF THE SHORT SIPHON AND ALLOWS ACCESS TO THE MAINTENANCE ROAD
 AJ3808'ON THE NORTHEAST SIDE OF THE CANAL, THENCE PASS OVER THE CANAL,
 AJ3808'BEARING LEFT (NORTHWEST) UP ONTO THE CANAL MAINTENANCE ROAD FOR 0.7 MI
 AJ3808'(1.1 KM) TO AN OVERHEAD POWER LINE, THENCE PASS UNDER THE POWER LINE
 AJ3808'AND CONTINUE ON THE MAINTENANCE ROAD FOR 0.8 MI (1.3 KM) TO A DIRT
 AJ3808'TRAIL RIGHT, THENCE TURN RIGHT (NORTH) ONTO THE DIRT TRAIL
 AJ3808'(331331N-1124528W) AND DRIVE 0.05 MI (0.08 KM) TO A DIRT TRAIL LEFT
 AJ3808'AND A WOODEN POLE POWER LINE, THENCE TURN LEFT (NORTHWEST) ONTO THE
 AJ3808'TRAIL AND DRIVE FOR 0.05 MI (0.08 KM) TO A DIRT ROAD RIGHT, THENCE
 AJ3808'TURN RIGHT (NORTH) AND DRIVE NORTHERLY ON THE EAST SIDE OF THE
 AJ3808'MOUNTAINS FOR 1.0 MI (1.6 KM) TO A DIRT ROAD LEFT, THENCE CONTINUE,
 AJ3808'PASSING THE DIRT ROAD LEFT (331417N-1124528W) AND CIRCLING FROM
 AJ3808'NORTHEASTERLY TO WEST, FOR 1.6 MI (2.6 KM) TO THE STATION ON THE NORTH
 AJ3808'SIDE OF THE MOUNTAIN, SOUTHEAST OF THE ROAD
 AJ3808'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3808'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 42 FOOT (12.8 M) STAINLESS
 AJ3808'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3808'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3808'STAMPED 3DJ3 11-99, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3808'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3808'STATION TIES
 AJ3808'THE STATION IS 45 FT (13.7 M) SOUTHEAST OF THE CENTERLINE OF THE DIRT
 AJ3808'ROAD
 AJ3808'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3808'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3943 ***********************************************************************
 AJ3943  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3943  DESIGNATION -  3DL2
 AJ3943  PID         -  AJ3943
 AJ3943  STATE/COUNTY-  AZ/MARICOPA
 AJ3943  USGS QUAD   -  ARLINGTON (1984)
 AJ3943
 AJ3943                         *CURRENT SURVEY CONTROL
 AJ3943  ___________________________________________________________________
 AJ3943* NAD 83(2007)-  33 15 06.07730(N)    112 52 07.91322(W)     ADJUSTED  
 AJ3943* NAVD 88     -       288.13   (meters)     945.3    (feet)  GPS OBS   
 AJ3943  ___________________________________________________________________
 AJ3943  EPOCH DATE  -        2007.00
 AJ3943  X           -  -2,075,029.038 (meters)                     COMP
 AJ3943  Y           -  -4,919,738.243 (meters)                     COMP
 AJ3943  Z           -   3,477,476.668 (meters)                     COMP
 AJ3943  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AJ3943  ELLIP HEIGHT-         257.018 (meters)          (02/10/07) ADJUSTED
 AJ3943  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3943
 AJ3943  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3943  Type    PID    Designation                      North   East  Ellip
 AJ3943  -------------------------------------------------------------------
 AJ3943  NETWORK AJ3943 3DL2                              0.67   0.61   1.08
 AJ3943  -------------------------------------------------------------------
 AJ3943
 AJ3943.The horizontal coordinates were established by GPS observations
 AJ3943.and adjusted by the National Geodetic Survey in February 2007.
 AJ3943
 AJ3943.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3943.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3943.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3943.The epoch date for horizontal control is a decimal equivalence
 AJ3943.of Year/Month/Day.
 AJ3943
 AJ3943.The orthometric height was determined by GPS observations and a
 AJ3943.high-resolution geoid model.
 AJ3943.The orthometric height was determined by GPS observations and a
 AJ3943.high-resolution geoid model using precise GPS observation and
 AJ3943.processing techniques.
 AJ3943
 AJ3943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3943
 AJ3943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3943
 AJ3943.The ellipsoidal height was determined by GPS observations
 AJ3943.and is referenced to NAD 83.
 AJ3943
 AJ3943.The geoid height was determined by GEOID03.
 AJ3943
 AJ3943;                    North         East     Units Scale Factor Converg.
 AJ3943;SPC AZ C     -   250,066.928   124,634.769   MT  0.99999703   -0 31 19.7
 AJ3943;SPC AZ C     -   820,429.55    408,906.72   iFT  0.99999703   -0 31 19.7
 AJ3943;UTM  12      - 3,680,746.868   325,903.397   MT  0.99997371   -1 01 30.0
 AJ3943
 AJ3943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3943!SPC AZ C     -   0.99995965  x   0.99999703  =   0.99995668
 AJ3943!UTM  12      -   0.99995965  x   0.99997371  =   0.99993336
 AJ3943
 AJ3943                          SUPERSEDED SURVEY CONTROL
 AJ3943
 AJ3943  NAD 83(1992)-  33 15 06.07647(N)    112 52 07.91302(W) AD(       ) B
 AJ3943  ELLIP H (04/12/01)  257.047  (m)                       GP(       ) 3 2
 AJ3943
 AJ3943.Superseded values are not recommended for survey control.
 AJ3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3943.See file dsdata.txt to determine how the superseded data were derived.
 AJ3943
 AJ3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2590380747(NAD 83)
 AJ3943_MARKER: I = METAL ROD
 AJ3943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3943_STAMPING: 3DL2 1999
 AJ3943_MARK LOGO: MCDOT 
 AJ3943_PROJECTION: FLUSH
 AJ3943_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3943+STABILITY: POSITION/ELEVATION WELL
 AJ3943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3943+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3943_ROD/PIPE-DEPTH:  5.9 meters
 AJ3943_SLEEVE-DEPTH  :  0.8 meters
 AJ3943
 AJ3943  HISTORY     - Date     Condition        Report By
 AJ3943  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3943
 AJ3943                          STATION DESCRIPTION
 AJ3943
 AJ3943'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3943'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3943'ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 06 WEST
 AJ3943'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3943'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3943'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3943'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3943'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3943'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3943'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3943'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3943'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3943'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3943'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3943'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3943', THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE SOUTHWEST FOR 1.4
 AJ3943'MI (2.3 KM) TO THE STATION ON YOUR RIGHT
 AJ3943'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3943'COMPRESSED ON A 19.4 FT (5.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3943'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3943'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DL2 1999, SURROUNDED WITH A
 AJ3943'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3943'MARKER
 AJ3943'STATION TIES
 AJ3943'29.5 FT (9.0 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3943'5.0 FT (1.5 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3943'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3943'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3947 ***********************************************************************
 AJ3947  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3947  DESIGNATION -  3DN2
 AJ3947  PID         -  AJ3947
 AJ3947  STATE/COUNTY-  AZ/MARICOPA
 AJ3947  USGS QUAD   -  WOOLSEY PEAK (1973)
 AJ3947
 AJ3947                         *CURRENT SURVEY CONTROL
 AJ3947  ___________________________________________________________________
 AJ3947* NAD 83(2007)-  33 14 54.79460(N)    112 59 38.30094(W)     ADJUSTED  
 AJ3947* NAVD 88     -       325.71   (meters)    1068.6    (feet)  GPS OBS   
 AJ3947  ___________________________________________________________________
 AJ3947  EPOCH DATE  -        2007.00
 AJ3947  X           -  -2,085,853.254 (meters)                     COMP
 AJ3947  Y           -  -4,915,399.966 (meters)                     COMP
 AJ3947  Z           -   3,477,206.554 (meters)                     COMP
 AJ3947  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AJ3947  ELLIP HEIGHT-         294.569 (meters)          (02/10/07) ADJUSTED
 AJ3947  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AJ3947
 AJ3947  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3947  Type    PID    Designation                      North   East  Ellip
 AJ3947  -------------------------------------------------------------------
 AJ3947  NETWORK AJ3947 3DN2                              0.86   0.82   1.25
 AJ3947  -------------------------------------------------------------------
 AJ3947
 AJ3947.The horizontal coordinates were established by GPS observations
 AJ3947.and adjusted by the National Geodetic Survey in February 2007.
 AJ3947
 AJ3947.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3947.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3947.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3947.The epoch date for horizontal control is a decimal equivalence
 AJ3947.of Year/Month/Day.
 AJ3947
 AJ3947.The orthometric height was determined by GPS observations and a
 AJ3947.high-resolution geoid model.
 AJ3947.The orthometric height was determined by GPS observations and a
 AJ3947.high-resolution geoid model using precise GPS observation and
 AJ3947.processing techniques.
 AJ3947
 AJ3947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3947
 AJ3947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3947
 AJ3947.The ellipsoidal height was determined by GPS observations
 AJ3947.and is referenced to NAD 83.
 AJ3947
 AJ3947.The geoid height was determined by GEOID03.
 AJ3947
 AJ3947;                    North         East     Units Scale Factor Converg.
 AJ3947;SPC AZ C     -   249,832.564   112,973.207   MT  1.00002421   -0 35 26.5
 AJ3947;SPC AZ C     -   819,660.64    370,647.00   iFT  1.00002421   -0 35 26.5
 AJ3947;UTM  12      - 3,680,614.859   314,240.356   MT  1.00002546   -1 05 36.8
 AJ3947
 AJ3947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3947!SPC AZ C     -   0.99995376  x   1.00002421  =   0.99997796
 AJ3947!UTM  12      -   0.99995376  x   1.00002546  =   0.99997921
 AJ3947
 AJ3947                          SUPERSEDED SURVEY CONTROL
 AJ3947
 AJ3947  NAD 83(1992)-  33 14 54.79372(N)    112 59 38.30077(W) AD(       ) B
 AJ3947  ELLIP H (04/12/01)  294.599  (m)                       GP(       ) 3 2
 AJ3947
 AJ3947.Superseded values are not recommended for survey control.
 AJ3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3947.See file dsdata.txt to determine how the superseded data were derived.
 AJ3947
 AJ3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1424080615(NAD 83)
 AJ3947_MARKER: I = METAL ROD
 AJ3947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3947+WITH SETTING: INFORMATION.
 AJ3947_STAMPING: 3DN2 11-1999
 AJ3947_MARK LOGO: MCDOT 
 AJ3947_PROJECTION: FLUSH
 AJ3947_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3947+STABILITY: POSITION/ELEVATION WELL
 AJ3947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3947+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3947_ROD/PIPE-DEPTH:  1.1 meters
 AJ3947_SLEEVE-DEPTH  :  0.8 meters
 AJ3947
 AJ3947  HISTORY     - Date     Condition        Report By
 AJ3947  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3947
 AJ3947                          STATION DESCRIPTION
 AJ3947
 AJ3947'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3947'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) WEST-SOUTHWEST OF THE
 AJ3947'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 07 WEST, SECTION 17
 AJ3947'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3947'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3947'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3947'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3947'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3947'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3947'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3947'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3947'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3947'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3947'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3947'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3947', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3947'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3947'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3947'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3947'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3947'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3947'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO A
 AJ3947'CATTLE GUARD AND AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) , THENCE
 AJ3947'TURN LEFT (SOUTHWEST) ON TO DIRT ROAD ( SOUTHERN PACIFIC RAILROAD RUNS
 AJ3947'ALONG NORTHERLY SIDE OF DIRT ROAD) AND DRIVE 4.2 MI (6.8 KM) TO THE
 AJ3947'STATION ON YOUR LEFT
 AJ3947'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3947'COMPRESSED ON A 3.5 FT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3947'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3947'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DN2 11-1999, SURROUNDED WITH
 AJ3947'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3947'CARSONITE MARKER
 AJ3947'STATION TIES
 AJ3947'10 FT (3.0 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3947'4 FT (1.2 M) WEST OF CARSONITE WITNESS POST
 AJ3947'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3947'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3960 ***********************************************************************
 AJ3960  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3960  DESIGNATION -  3DP3
 AJ3960  PID         -  AJ3960
 AJ3960  STATE/COUNTY-  AZ/MARICOPA
 AJ3960  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 AJ3960
 AJ3960                         *CURRENT SURVEY CONTROL
 AJ3960  ___________________________________________________________________
 AJ3960* NAD 83(2007)-  33 16 00.93147(N)    113 04 24.74493(W)     ADJUSTED  
 AJ3960* NAVD 88     -       365.85   (meters)    1200.3    (feet)  GPS OBS   
 AJ3960  ___________________________________________________________________
 AJ3960  EPOCH DATE  -        2007.00
 AJ3960  X           -  -2,092,252.544 (meters)                     COMP
 AJ3960  Y           -  -4,911,501.335 (meters)                     COMP
 AJ3960  Z           -   3,478,932.445 (meters)                     COMP
 AJ3960  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AJ3960  ELLIP HEIGHT-         334.655 (meters)          (02/10/07) ADJUSTED
 AJ3960  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AJ3960
 AJ3960  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3960  Type    PID    Designation                      North   East  Ellip
 AJ3960  -------------------------------------------------------------------
 AJ3960  NETWORK AJ3960 3DP3                              0.74   0.67   1.10
 AJ3960  -------------------------------------------------------------------
 AJ3960
 AJ3960.The horizontal coordinates were established by GPS observations
 AJ3960.and adjusted by the National Geodetic Survey in February 2007.
 AJ3960
 AJ3960.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3960.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3960.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3960.The epoch date for horizontal control is a decimal equivalence
 AJ3960.of Year/Month/Day.
 AJ3960
 AJ3960.The orthometric height was determined by GPS observations and a
 AJ3960.high-resolution geoid model.
 AJ3960.The orthometric height was determined by GPS observations and a
 AJ3960.high-resolution geoid model using precise GPS observation and
 AJ3960.processing techniques.
 AJ3960
 AJ3960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3960
 AJ3960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3960
 AJ3960.The ellipsoidal height was determined by GPS observations
 AJ3960.and is referenced to NAD 83.
 AJ3960
 AJ3960.The geoid height was determined by GEOID03.
 AJ3960
 AJ3960;                    North         East     Units Scale Factor Converg.
 AJ3960;SPC AZ C     -   251,949.348   105,581.001   MT  1.00004318   -0 38 04.8
 AJ3960;SPC AZ C     -   826,605.47    346,394.36   iFT  1.00004318   -0 38 04.8
 AJ3960;UTM  12      - 3,682,796.474   306,866.952   MT  1.00005990   -1 08 16.0
 AJ3960
 AJ3960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3960!SPC AZ C     -   0.99994746  x   1.00004318  =   0.99999064
 AJ3960!UTM  12      -   0.99994746  x   1.00005990  =   1.00000736
 AJ3960
 AJ3960                          SUPERSEDED SURVEY CONTROL
 AJ3960
 AJ3960  NAD 83(1992)-  33 16 00.93055(N)    113 04 24.74477(W) AD(       ) B
 AJ3960  ELLIP H (04/12/01)  334.685  (m)                       GP(       ) 3 2
 AJ3960
 AJ3960.Superseded values are not recommended for survey control.
 AJ3960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3960.See file dsdata.txt to determine how the superseded data were derived.
 AJ3960
 AJ3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0686782796(NAD 83)
 AJ3960_MARKER: DD = SURVEY DISK
 AJ3960_SETTING: 80 = SET IN A BOULDER
 AJ3960_STAMPING: 3DP3 11-1999
 AJ3960_MARK LOGO: MCDOT 
 AJ3960_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3960+STABILITY: SURFACE MOTION
 AJ3960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3960+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3960
 AJ3960  HISTORY     - Date     Condition        Report By
 AJ3960  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3960
 AJ3960                          STATION DESCRIPTION
 AJ3960
 AJ3960'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3960'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) WEST-SOUTHWEST OF THE
 AJ3960'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 08 WEST
 AJ3960'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3960'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3960'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3960'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3960'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3960'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3960'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3960'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3960'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3960'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3960'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3960'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3960', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3960'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3960'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3960'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3960'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3960'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3960'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3960'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3960'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3960'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3960'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO A
 AJ3960'CATTLE GUARD AND AN UNMARKED DIRT ROAD BEARING NORTH AND SOUTH AND A
 AJ3960'BARBED WIRE FENCE BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON
 AJ3960'AGUA CALIENTE ROAD FOR 0.9 MI (1.4 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3960'YOUR LEFT (SOUTH) (LAT 33-16-34 N, LONG 113-04-20 W), THENCE TURN LEFT
 AJ3960'(SOUTH) ON TO DIRT ROAD AND DRIVE FOR 0.7 MI (1.1 KM) TO THE STATION
 AJ3960'ON YOUR LEFT, PARK AT THIS LOCATION AND HIKE EAST 190 FT (57.9 M) TO
 AJ3960'THE STATION AS DESCRIBED
 AJ3960'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3960'COUNTY D.O.T.  BRASS DISK, STAMPED 3DP3 11-1999, SET IN A BOULDER,
 AJ3960'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3960'STATION TIES
 AJ3960'190 FT (57.9 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3960'4.7 FT (1.4 M) SOUTH OF CARSONITE WITNESS POST
 AJ3960'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3960'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3949 ***********************************************************************
 AJ3949  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3949  DESIGNATION -  3DR1
 AJ3949  PID         -  AJ3949
 AJ3949  STATE/COUNTY-  AZ/MARICOPA
 AJ3949  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3949
 AJ3949                         *CURRENT SURVEY CONTROL
 AJ3949  ___________________________________________________________________
 AJ3949* NAD 83(2007)-  33 14 43.04909(N)    113 10 40.29117(W)     ADJUSTED  
 AJ3949* NAVD 88     -       409.52   (meters)    1343.6    (feet)  GPS OBS   
 AJ3949  ___________________________________________________________________
 AJ3949  EPOCH DATE  -        2007.00
 AJ3949  X           -  -2,101,723.699 (meters)                     COMP
 AJ3949  Y           -  -4,908,927.015 (meters)                     COMP
 AJ3949  Z           -   3,476,949.798 (meters)                     COMP
 AJ3949  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AJ3949  ELLIP HEIGHT-         378.264 (meters)          (02/10/07) ADJUSTED
 AJ3949  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3949
 AJ3949  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3949  Type    PID    Designation                      North   East  Ellip
 AJ3949  -------------------------------------------------------------------
 AJ3949  NETWORK AJ3949 3DR1                              0.74   0.69   1.18
 AJ3949  -------------------------------------------------------------------
 AJ3949
 AJ3949.The horizontal coordinates were established by GPS observations
 AJ3949.and adjusted by the National Geodetic Survey in February 2007.
 AJ3949
 AJ3949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3949.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3949.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3949.The epoch date for horizontal control is a decimal equivalence
 AJ3949.of Year/Month/Day.
 AJ3949
 AJ3949.The orthometric height was determined by GPS observations and a
 AJ3949.high-resolution geoid model.
 AJ3949.The orthometric height was determined by GPS observations and a
 AJ3949.high-resolution geoid model using precise GPS observation and
 AJ3949.processing techniques.
 AJ3949
 AJ3949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3949
 AJ3949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3949
 AJ3949.The ellipsoidal height was determined by GPS observations
 AJ3949.and is referenced to NAD 83.
 AJ3949
 AJ3949.The geoid height was determined by GEOID03.
 AJ3949
 AJ3949;                    North         East     Units Scale Factor Converg.
 AJ3949;SPC AZ C     -   249,662.468    95,832.707   MT  1.00007025   -0 41 29.4
 AJ3949;SPC AZ C     -   819,102.59    314,411.77   iFT  1.00007025   -0 41 29.4
 AJ3949;UTM  12      - 3,680,595.201   297,098.693   MT  1.00010761   -1 11 39.7
 AJ3949
 AJ3949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3949!SPC AZ C     -   0.99994062  x   1.00007025  =   1.00001086
 AJ3949!UTM  12      -   0.99994062  x   1.00010761  =   1.00004822
 AJ3949
 AJ3949                          SUPERSEDED SURVEY CONTROL
 AJ3949
 AJ3949  NAD 83(1992)-  33 14 43.04812(N)    113 10 40.29106(W) AD(       ) B
 AJ3949  ELLIP H (04/12/01)  378.291  (m)                       GP(       ) 3 2
 AJ3949
 AJ3949.Superseded values are not recommended for survey control.
 AJ3949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3949.See file dsdata.txt to determine how the superseded data were derived.
 AJ3949
 AJ3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9709980595(NAD 83)
 AJ3949_MARKER: I = METAL ROD
 AJ3949_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3949+WITH SETTING: INFORMATION.
 AJ3949_STAMPING: 3DR1 1999
 AJ3949_MARK LOGO: MCDOT 
 AJ3949_PROJECTION: FLUSH
 AJ3949_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3949+STABILITY: POSITION/ELEVATION WELL
 AJ3949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3949+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3949_ROD/PIPE-DEPTH:  1.0 meters
 AJ3949_SLEEVE-DEPTH  :  0.8 meters
 AJ3949
 AJ3949  HISTORY     - Date     Condition        Report By
 AJ3949  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3949
 AJ3949                          STATION DESCRIPTION
 AJ3949
 AJ3949'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3949'THE STATION IS LOCATED ABOUT 24.5 MI (39.4 KM) WEST-SOUTHWEST OF THE
 AJ3949'TOWN OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 09 WEST
 AJ3949'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3949'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3949'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3949'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3949'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3949'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3949'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3949'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3949'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3949'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3949'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3949'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3949', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3949'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3949'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3949'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3949'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3949'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3949'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3949'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3949'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3949'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3949'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO A
 AJ3949'CATTLE GUARD AND AN UNMARKED DIRT ROAD BEARING NORTH AND SOUTH AND A
 AJ3949'BARBED WIRE FENCE BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON
 AJ3949'AGUA CALIENTE ROAD FOR 0.9 MI (1.4 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3949'YOUR LEFT (SOUTH) , THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR
 AJ3949'0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) ,
 AJ3949'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 6.9 MI (11.1 KM) TO
 AJ3949'AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) AND THE STATION ON YOUR
 AJ3949'LEFT (THE STATION IS 25.4 MI (40.9 KM) ALONG AGUA CALIENTE ROAD FROM
 AJ3949'ITS INTERSECTION WITH OLD US HIGHWAY 80)
 AJ3949'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3949'COMPRESSED ON A 3.4 FT (1.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3949'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3949'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DR1 1999, SURROUNDED WITH A
 AJ3949'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3949'MARKER
 AJ3949'STATION TIES
 AJ3949'35 FT (10.7 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3949'30 FT (9.1 M) SOUTH OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3949'5.5 FT (1.7 M) SOUTH OF CARSONITE WITNESS POST
 AJ3949'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3949'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3936 ***********************************************************************
 AJ3936  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3936  DESIGNATION -  3DT2
 AJ3936  PID         -  AJ3936
 AJ3936  STATE/COUNTY-  AZ/MARICOPA
 AJ3936  USGS QUAD   -  HYDER NE (1964)
 AJ3936
 AJ3936                         *CURRENT SURVEY CONTROL
 AJ3936  ___________________________________________________________________
 AJ3936* NAD 83(2007)-  33 14 49.45430(N)    113 16 39.14132(W)     ADJUSTED  
 AJ3936* NAVD 88     -       400.19   (meters)    1313.0    (feet)  GPS OBS   
 AJ3936  ___________________________________________________________________
 AJ3936  EPOCH DATE  -        2007.00
 AJ3936  X           -  -2,110,214.964 (meters)                     COMP
 AJ3936  Y           -  -4,905,156.459 (meters)                     COMP
 AJ3936  Z           -   3,477,109.659 (meters)                     COMP
 AJ3936  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3936  ELLIP HEIGHT-         368.813 (meters)          (02/10/07) ADJUSTED
 AJ3936  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AJ3936
 AJ3936  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3936  Type    PID    Designation                      North   East  Ellip
 AJ3936  -------------------------------------------------------------------
 AJ3936  NETWORK AJ3936 3DT2                              0.82   0.74   1.29
 AJ3936  -------------------------------------------------------------------
 AJ3936
 AJ3936.The horizontal coordinates were established by GPS observations
 AJ3936.and adjusted by the National Geodetic Survey in February 2007.
 AJ3936
 AJ3936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3936.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3936.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3936.The epoch date for horizontal control is a decimal equivalence
 AJ3936.of Year/Month/Day.
 AJ3936
 AJ3936.The orthometric height was determined by GPS observations and a
 AJ3936.high-resolution geoid model.
 AJ3936.The orthometric height was determined by GPS observations and a
 AJ3936.high-resolution geoid model using precise GPS observation and
 AJ3936.processing techniques.
 AJ3936
 AJ3936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3936
 AJ3936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3936
 AJ3936.The ellipsoidal height was determined by GPS observations
 AJ3936.and is referenced to NAD 83.
 AJ3936
 AJ3936.The geoid height was determined by GEOID03.
 AJ3936
 AJ3936;                    North         East     Units Scale Factor Converg.
 AJ3936;SPC AZ C     -   249,976.356    86,545.618   MT  1.00009822   -0 44 46.3
 AJ3936;SPC AZ C     -   820,132.40    283,942.32   iFT  1.00009822   -0 44 46.3
 AJ3936;UTM  12      - 3,680,990.609   287,814.279   MT  1.00015513   -1 14 56.9
 AJ3936
 AJ3936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3936!SPC AZ C     -   0.99994210  x   1.00009822  =   1.00004032
 AJ3936!UTM  12      -   0.99994210  x   1.00015513  =   1.00009722
 AJ3936
 AJ3936                          SUPERSEDED SURVEY CONTROL
 AJ3936
 AJ3936  NAD 83(1992)-  33 14 49.45330(N)    113 16 39.14122(W) AD(       ) B
 AJ3936  ELLIP H (04/12/01)  368.839  (m)                       GP(       ) 3 2
 AJ3936
 AJ3936.Superseded values are not recommended for survey control.
 AJ3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3936.See file dsdata.txt to determine how the superseded data were derived.
 AJ3936
 AJ3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8781480991(NAD 83)
 AJ3936_MARKER: I = METAL ROD
 AJ3936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3936_STAMPING: 3DT2 1999
 AJ3936_MARK LOGO: MCDOT 
 AJ3936_PROJECTION: FLUSH
 AJ3936_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3936+STABILITY: POSITION/ELEVATION WELL
 AJ3936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3936+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3936_ROD/PIPE-DEPTH:  3.3 meters
 AJ3936_SLEEVE-DEPTH  :  0.8 meters
 AJ3936
 AJ3936  HISTORY     - Date     Condition        Report By
 AJ3936  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3936
 AJ3936                          STATION DESCRIPTION
 AJ3936
 AJ3936'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3936'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) NORTH-NORTHWEST OF THE
 AJ3936'TOWN OF SENTINEL, TOWNSHIP 02 SOUTH, RANGE 10 WEST
 AJ3936'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3936'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3936'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3936'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3936'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3936'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3936'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3936'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3936'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3936'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3936'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3936'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3936'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3936'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON
 AJ3936'571ST AVENUE FOR 2.0 MI (3.2 KM) TO HIGH LINE ROAD (A GRADED DIRT
 AJ3936'ROAD) , THENCE TURN LEFT (WEST) ON TO HIGH LINE ROAD AND DRIVE FOR 1.0
 AJ3936'MI (1.6 KM) TO 579TH AVENUE (A GRADED DIRT ROAD) , THENCE TURN RIGHT
 AJ3936'(NORTH) ON TO 579TH AVENUE AND DRIVE FOR 1.0 MI (1.6 KM) TO LAHMAN
 AJ3936'ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON 579TH AVENUE FOR
 AJ3936'4.1 MILES (6.6 KM) TO HARQUAHALA-HYDER GAS LINE ROAD (A GRADED DIRT
 AJ3936'ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT (EAST) ON TO
 AJ3936'HARQUAHALA-HYDER GAS LINE ROAD AND DRIVE 0.2 MI (0.3 KM) TO A BEND IN
 AJ3936'THE ROAD TO THE NORTH, THENCE CONTINUE NORTH ON HARQUAHALA-HYDER GAS
 AJ3936'LINE ROAD FOR 0.3 MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT
 AJ3936'(EAST) , THENCE TURN RIGHT (NORTHEASTERLY) ON TO DIRT ROAD AND DRIVE
 AJ3936'FOR 0.6 MI (1.0 KM) TO A WASH BEARING NORTH AND SOUTH, THENCE CONTINUE
 AJ3936'NORTHEASTERLY ON DIRT ROAD FOR 0.2 MI (0.3 KM) TO A WASH BEARING NORTH
 AJ3936'AND SOUTH, THENCE CONTINUE NORTHEASTERLY ON DIRT ROAD FOR 1.6 MI (2.6
 AJ3936'KM) TO A Y IN THE ROAD (A G.L.O.  BRASS CAP MARKING THE NORTHEAST
 AJ3936'CORNER OF SECTION 4, TOWNSHIP 3 SOUTH, RANGE 10 WEST IN LOCATED 102
 AJ3936'FEET (31.1 M) SOUTH OF THE Y) , THENCE VEER LEFT AND CONTINUE
 AJ3936'NORTHERLY ON DIRT ROAD FOR 0.6 MI (1.0 KM) TO A WASH BEARING NORTHEAST
 AJ3936'AND SOUTHWEST (BEFORE WASH, DIRT ROAD FOLLOWS NORTHEASTERLY BASE OF
 AJ3936'SMALL BUTTE) , THENCE CONTINUE NORTHERLY ON DIRT ROAD THROUGH WASH FOR
 AJ3936'2.6 MI (4.2 KM) TO THE STATION ON YOUR LEFT
 AJ3936'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3936'COMPRESSED ON A 10.9 FT (3.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3936'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3936'WITH A COUNTY LOGO ACCESS COVER STAMPED 3DT2 1999, SURROUNDED WITH A
 AJ3936'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3936'MARKER
 AJ3936'STATION TIES
 AJ3936'20 FT (6.1 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3936'8.0 FT (2.4 M) WEST OF CARSONITE WITNESS POST
 AJ3936'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3936'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3766 ***********************************************************************
 AJ3766  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3766  DESIGNATION -  3EA3
 AJ3766  PID         -  AJ3766
 AJ3766  STATE/COUNTY-  AZ/MARICOPA
 AJ3766  USGS QUAD   -  MOBILE NE (1973)
 AJ3766
 AJ3766                         *CURRENT SURVEY CONTROL
 AJ3766  ___________________________________________________________________
 AJ3766* NAD 83(2007)-  33 12 13.74060(N)    112 18 51.96400(W)     ADJUSTED  
 AJ3766* NAVD 88     -       385.60   (meters)    1265.1    (feet)  GPS OBS   
 AJ3766  ___________________________________________________________________
 AJ3766  EPOCH DATE  -        2007.00
 AJ3766  X           -  -2,028,461.996 (meters)                     COMP
 AJ3766  Y           -  -4,942,354.460 (meters)                     COMP
 AJ3766  Z           -   3,473,088.986 (meters)                     COMP
 AJ3766  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 AJ3766  ELLIP HEIGHT-         355.171 (meters)          (02/10/07) ADJUSTED
 AJ3766  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AJ3766
 AJ3766  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3766  Type    PID    Designation                      North   East  Ellip
 AJ3766  -------------------------------------------------------------------
 AJ3766  NETWORK AJ3766 3EA3                              0.61   0.55   0.92
 AJ3766  -------------------------------------------------------------------
 AJ3766
 AJ3766.The horizontal coordinates were established by GPS observations
 AJ3766.and adjusted by the National Geodetic Survey in February 2007.
 AJ3766
 AJ3766.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3766.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3766.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3766.The epoch date for horizontal control is a decimal equivalence
 AJ3766.of Year/Month/Day.
 AJ3766
 AJ3766.The orthometric height was determined by GPS observations and a
 AJ3766.high-resolution geoid model.
 AJ3766.The orthometric height was determined by GPS observations and a
 AJ3766.high-resolution geoid model using precise GPS observation and
 AJ3766.processing techniques.
 AJ3766
 AJ3766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3766
 AJ3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3766
 AJ3766.The ellipsoidal height was determined by GPS observations
 AJ3766.and is referenced to NAD 83.
 AJ3766
 AJ3766.The geoid height was determined by GEOID03.
 AJ3766
 AJ3766;                    North         East     Units Scale Factor Converg.
 AJ3766;SPC AZ C     -   244,424.339   176,276.614   MT  0.99991695   -0 13 04.2
 AJ3766;SPC AZ C     -   801,917.12    578,335.35   iFT  0.99991695   -0 13 04.2
 AJ3766;UTM  12      - 3,674,652.100   377,489.771   MT  0.99978505   -0 43 11.6
 AJ3766
 AJ3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3766!SPC AZ C     -   0.99994424  x   0.99991695  =   0.99986120
 AJ3766!UTM  12      -   0.99994424  x   0.99978505  =   0.99972930
 AJ3766
 AJ3766                          SUPERSEDED SURVEY CONTROL
 AJ3766
 AJ3766  NAD 83(1992)-  33 12 13.73982(N)    112 18 51.96346(W) AD(       ) B
 AJ3766  ELLIP H (04/12/01)  355.193  (m)                       GP(       ) 3 2
 AJ3766
 AJ3766.Superseded values are not recommended for survey control.
 AJ3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3766.See file dsdata.txt to determine how the superseded data were derived.
 AJ3766
 AJ3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7749074652(NAD 83)
 AJ3766_MARKER: I = METAL ROD
 AJ3766_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3766_STAMPING: 3EA3 10-1999
 AJ3766_MARK LOGO: MCDOT 
 AJ3766_PROJECTION: FLUSH
 AJ3766_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3766+STABILITY: POSITION/ELEVATION WELL
 AJ3766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3766+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3766_ROD/PIPE-DEPTH: 11.0 meters
 AJ3766_SLEEVE-DEPTH  :  0.8 meters
 AJ3766
 AJ3766  HISTORY     - Date     Condition        Report By
 AJ3766  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3766
 AJ3766                          STATION DESCRIPTION
 AJ3766
 AJ3766'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3766'THE STATION IS LOCATED ABOUT 21 MI (33.8 KM) SOUTHWEST OF THE CITY OF
 AJ3766'PHOENIX, ABOUT 15 MI (24.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3766'TOWNSHIP 2 SOUTH, RANGE 1 WEST, SECTION 36
 AJ3766'OWNERSHIP-STATE LAND
 AJ3766'TO REACH THE STATION FORM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3766'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL FOR 10.2 MI
 AJ3766'(16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE
 AJ3766'FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH)
 AJ3766'ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM) TO CHANDLER
 AJ3766'HEIGHTS ROAD, THENCE TURN LEFT (EAST) ONTO CHANDLER HEIGHTS ROAD AND
 AJ3766'DRIVE (FIRST EAST AND THEN BEND TO THE SOUTH) FOR 4.9 MI (7.9 KM) TO
 AJ3766'THE INTERSECTION WITH A DIRT ROAD LEFT, THENCE TURN LEFT (EAST) ONTO
 AJ3766'THE DIRT ROAD (331304N-1122230W) AND DRIVE FOR 0.9 MI (1.4 KM) TO
 AJ3766'NORTH-SOUTH OVERHEAD POWER LINES, THENCE CONTINUE ON THE DIRT ROAD,
 AJ3766'PASSING UNDER THE POWER LINES, FOR 1.0 MI (1.6 KM) TO A FORK IN THE
 AJ3766'ROAD, MARKED BY A DEAD TREE JUST BEFORE THE FORK, THENCE TAKE THE
 AJ3766'RIGHT FORK AND DRIVE SOUTHEASTERLY FOR 1.3 MI (2.1 KM) TO ANOTHER FORK
 AJ3766'IN THE ROAD, WITH THE DIRT TRAIL CONTINUING SOUTHEASTERLY AND THE LEFT
 AJ3766'FORK (3311212N-1121929W) EVENTUALLY BECOMING A WASH, THENCE TAKE THE
 AJ3766'LEFT FORK (EAST) AND DRIVE EASTERLY FOR 0.65 MI (1.05 KM) IN THE WASH
 AJ3766'TO THE STATION ON THE LEFT (NORTH) SIDE OF THE WASH
 AJ3766'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3766'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 36 FOOT (11.0 M) STAINLESS
 AJ3766'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3766'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3766'STAMPED 3EA3 10-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3766'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3766'STATION TIES
 AJ3766'THE STATION IS APPROXIMATELY 125 FT (38.1 M) NORTH NORTHWEST OF THE
 AJ3766'CENTERLINE OF THE WASH
 AJ3766'3.1 FT (0.9 M) SOUTH SOUTHWEST OF THE CARSONITE MARKER
 AJ3766'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3766'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3750 ***********************************************************************
 AJ3750  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3750  DESIGNATION -  3EC2
 AJ3750  PID         -  AJ3750
 AJ3750  STATE/COUNTY-  AZ/MARICOPA
 AJ3750  USGS QUAD   -  MOBILE NW (1978)
 AJ3750
 AJ3750                         *CURRENT SURVEY CONTROL
 AJ3750  ___________________________________________________________________
 AJ3750* NAD 83(2007)-  33 12 11.39286(N)    112 24 33.66309(W)     ADJUSTED  
 AJ3750* NAVD 88     -       337.13   (meters)    1106.1    (feet)  GPS OBS   
 AJ3750  ___________________________________________________________________
 AJ3750  EPOCH DATE  -        2007.00
 AJ3750  X           -  -2,036,646.299 (meters)                     COMP
 AJ3750  Y           -  -4,938,986.269 (meters)                     COMP
 AJ3750  Z           -   3,473,001.794 (meters)                     COMP
 AJ3750  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AJ3750  ELLIP HEIGHT-         306.471 (meters)          (02/10/07) ADJUSTED
 AJ3750  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3750
 AJ3750  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3750  Type    PID    Designation                      North   East  Ellip
 AJ3750  -------------------------------------------------------------------
 AJ3750  NETWORK AJ3750 3EC2                              0.74   0.67   1.10
 AJ3750  -------------------------------------------------------------------
 AJ3750
 AJ3750.The horizontal coordinates were established by GPS observations
 AJ3750.and adjusted by the National Geodetic Survey in February 2007.
 AJ3750
 AJ3750.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3750.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3750.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3750.The epoch date for horizontal control is a decimal equivalence
 AJ3750.of Year/Month/Day.
 AJ3750
 AJ3750.The orthometric height was determined by GPS observations and a
 AJ3750.high-resolution geoid model.
 AJ3750.The orthometric height was determined by GPS observations and a
 AJ3750.high-resolution geoid model using precise GPS observation and
 AJ3750.processing techniques.
 AJ3750
 AJ3750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3750
 AJ3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3750
 AJ3750.The ellipsoidal height was determined by GPS observations
 AJ3750.and is referenced to NAD 83.
 AJ3750
 AJ3750.The geoid height was determined by GEOID03.
 AJ3750
 AJ3750;                    North         East     Units Scale Factor Converg.
 AJ3750;SPC AZ C     -   244,389.673   167,427.257   MT  0.99992600   -0 16 11.3
 AJ3750;SPC AZ C     -   801,803.39    549,302.02   iFT  0.99992600   -0 16 11.3
 AJ3750;UTM  12      - 3,674,694.974   368,641.535   MT  0.99981274   -0 46 18.8
 AJ3750
 AJ3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3750!SPC AZ C     -   0.99995189  x   0.99992600  =   0.99987789
 AJ3750!UTM  12      -   0.99995189  x   0.99981274  =   0.99976464
 AJ3750
 AJ3750                          SUPERSEDED SURVEY CONTROL
 AJ3750
 AJ3750  NAD 83(1992)-  33 12 11.39204(N)    112 24 33.66260(W) AD(       ) B
 AJ3750  ELLIP H (04/12/01)  306.500  (m)                       GP(       ) 3 2
 AJ3750
 AJ3750.Superseded values are not recommended for survey control.
 AJ3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3750.See file dsdata.txt to determine how the superseded data were derived.
 AJ3750
 AJ3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6864274695(NAD 83)
 AJ3750_MARKER: I = METAL ROD
 AJ3750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3750_STAMPING: 3EC2 2000
 AJ3750_MARK LOGO: MCDOT 
 AJ3750_PROJECTION: FLUSH
 AJ3750_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3750+STABILITY: POSITION/ELEVATION WELL
 AJ3750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3750+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3750_ROD/PIPE-DEPTH: 14.0 meters
 AJ3750_SLEEVE-DEPTH  :  0.8 meters
 AJ3750
 AJ3750  HISTORY     - Date     Condition        Report By
 AJ3750  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3750
 AJ3750                          STATION DESCRIPTION
 AJ3750
 AJ3750'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3750'THE STATION IS LOCATED APPROXIMATELY 25 MI (40.2 KM) WEST OF THE CITY
 AJ3750'OF PHOENIX, 15 MI (24.1 KM) SOUTHEAST OF THE TOWN OF BUCKEYE, TOWNSHIP
 AJ3750'3 SOUTH, RANGE 1 WEST, SECTION 6
 AJ3750'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3750'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3750'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3750'AND SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2 MI
 AJ3750'(16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE
 AJ3750'FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH)
 AJ3750'ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 6.5 MI (10.5 KM) TO CHANDLER
 AJ3750'HEIGHTS ROAD, THENCE TURN LEFT (EAST) AND DRIVE FOR 2.0 MI (3.2 KM) TO
 AJ3750'A DIRT FARM ROAD RIGHT, THENCE TURN RIGHT (SOUTH) ONTO THE FARM ROAD
 AJ3750'AND DRIVE FOR 2.0 MI (3.2 KM) TO A GATE IN AN EAST-WEST FENCE LINE AND
 AJ3750'THE STATION THROUGH THE GATE (SOUTH) , EXIT THE VEHICLE AND PASS
 AJ3750'THROUGH THE GATE TO THE STATION APPROXIMATELY 95 FT (29.0 M) SOUTHEAST
 AJ3750'OF THE GATE
 AJ3750'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3750'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 46 FOOT (14.0 M) STAINLESS
 AJ3750'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3750'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3750'STAMPED 3EC2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3750'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3750'STATION TIES-
 AJ3750'100 FT (30.5 M) SOUTH OF THE CENTERLINE OF A DIRT FARM ROAD
 AJ3750'90 FT (27.4 M) SOUTH OF THE FENCE LINE
 AJ3750'55 FT (16.8 M) SOUTH AND 35 FT (10.7 M) EAST OF A GENERAL LAND OFFICE
 AJ3750'BRASS CAP
 AJ3750'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3750'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3749 ***********************************************************************
 AJ3749  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3749  DESIGNATION -  3EE2
 AJ3749  PID         -  AJ3749
 AJ3749  STATE/COUNTY-  AZ/MARICOPA
 AJ3749  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3749
 AJ3749                         *CURRENT SURVEY CONTROL
 AJ3749  ___________________________________________________________________
 AJ3749* NAD 83(2007)-  33 12 13.62251(N)    112 30 51.14114(W)     ADJUSTED  
 AJ3749* NAVD 88     -       372.41   (meters)    1221.8    (feet)  GPS OBS   
 AJ3749  ___________________________________________________________________
 AJ3749  EPOCH DATE  -        2007.00
 AJ3749  X           -  -2,045,678.407 (meters)                     COMP
 AJ3749  Y           -  -4,935,243.222 (meters)                     COMP
 AJ3749  Z           -   3,473,078.520 (meters)                     COMP
 AJ3749  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AJ3749  ELLIP HEIGHT-         341.619 (meters)          (02/10/07) ADJUSTED
 AJ3749  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AJ3749
 AJ3749  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3749  Type    PID    Designation                      North   East  Ellip
 AJ3749  -------------------------------------------------------------------
 AJ3749  NETWORK AJ3749 3EE2                              0.73   0.65   1.06
 AJ3749  -------------------------------------------------------------------
 AJ3749
 AJ3749.The horizontal coordinates were established by GPS observations
 AJ3749.and adjusted by the National Geodetic Survey in February 2007.
 AJ3749
 AJ3749.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3749.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3749.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3749.The epoch date for horizontal control is a decimal equivalence
 AJ3749.of Year/Month/Day.
 AJ3749
 AJ3749.The orthometric height was determined by GPS observations and a
 AJ3749.high-resolution geoid model.
 AJ3749.The orthometric height was determined by GPS observations and a
 AJ3749.high-resolution geoid model using precise GPS observation and
 AJ3749.processing techniques.
 AJ3749
 AJ3749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3749
 AJ3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3749
 AJ3749.The ellipsoidal height was determined by GPS observations
 AJ3749.and is referenced to NAD 83.
 AJ3749
 AJ3749.The geoid height was determined by GEOID03.
 AJ3749
 AJ3749;                    North         East     Units Scale Factor Converg.
 AJ3749;SPC AZ C     -   244,509.291   157,651.930   MT  0.99993825   -0 19 38.0
 AJ3749;SPC AZ C     -   802,195.84    517,230.74   iFT  0.99993825   -0 19 38.0
 AJ3749;UTM  12      - 3,674,900.229   358,868.638   MT  0.99984558   -0 49 45.6
 AJ3749
 AJ3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3749!SPC AZ C     -   0.99994637  x   0.99993825  =   0.99988462
 AJ3749!UTM  12      -   0.99994637  x   0.99984558  =   0.99979196
 AJ3749
 AJ3749                          SUPERSEDED SURVEY CONTROL
 AJ3749
 AJ3749  NAD 83(1992)-  33 12 13.62169(N)    112 30 51.14072(W) AD(       ) B
 AJ3749  ELLIP H (04/12/01)  341.649  (m)                       GP(       ) 3 2
 AJ3749
 AJ3749.Superseded values are not recommended for survey control.
 AJ3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3749.See file dsdata.txt to determine how the superseded data were derived.
 AJ3749
 AJ3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5886974900(NAD 83)
 AJ3749_MARKER: I = METAL ROD
 AJ3749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3749+WITH SETTING: INFORMATION.
 AJ3749_STAMPING: 3EE2 2000
 AJ3749_MARK LOGO: MCDOT 
 AJ3749_PROJECTION: FLUSH
 AJ3749_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3749+STABILITY: POSITION/ELEVATION WELL
 AJ3749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3749+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3749_ROD/PIPE-DEPTH:  2.4 meters
 AJ3749_SLEEVE-DEPTH  :  0.8 meters
 AJ3749
 AJ3749  HISTORY     - Date     Condition        Report By
 AJ3749  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3749
 AJ3749                          STATION DESCRIPTION
 AJ3749
 AJ3749'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3749'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) WEST OF THE CITY OF
 AJ3749'PHOENIX, APPROXIMATELY 12 MI (19.3 KM) SOUTH-SOUTHEAST OF THE TOWN OF
 AJ3749'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SECTION 1
 AJ3749'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3749'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3749'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3749'AND SOUTH AGAIN AT THE GILA RIVER AND BECOMES TUTHILL ROAD) FOR 10.2
 AJ3749'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3749'DRIVE FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3749'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3749'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD (DIRT) AND DRIVE
 AJ3749'FOR 1.0 MI (1.6 KM) TO A DIRT ROAD (187TH AVE PERRYVILLE ROAD
 AJ3749'ALIGNMENT), THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD (187TH AVE
 AJ3749'PERRYVILLE ROAD ALIGNMENT) AND DRIVE FOR 2.1 MI (3.4 KM) TO A FORK IN
 AJ3749'THE ROAD, THENCE TAKE THE RIGHT FORK (NORTHWEST) TO ANOTHER SECTION OF
 AJ3749'THE PIPELINE ROAD, THENCE DRIVE NORTHWEST ON THE EL PASO NATURAL GAS
 AJ3749'COMPANY ROAD FOR 3.3 MI (5.3 KM) TO THE FIRST OF TWO TRAILS,
 AJ3749'APPROXIMATELY 200 FT (61.0 M) APART, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3749'FIRST TRAIL AND DRIVE SOUTH FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 AJ3749'RIGHT (WEST) BETWEEN THE TWO TRAILS
 AJ3749'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3749'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) STAINLESS
 AJ3749'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3749'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3749'STAMPED 3EE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3749'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3749'STATION TIES
 AJ3749'THE STATION IS LOCATED 300 FT (91.4 M) WEST OF A GENERAL LAND OFFICE
 AJ3749'CAP
 AJ3749'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3749'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3769 ***********************************************************************
 AJ3769  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3769  DESIGNATION -  3EG2
 AJ3769  PID         -  AJ3769
 AJ3769  STATE/COUNTY-  AZ/MARICOPA
 AJ3769  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3769
 AJ3769                         *CURRENT SURVEY CONTROL
 AJ3769  ___________________________________________________________________
 AJ3769* NAD 83(2007)-  33 13 33.46865(N)    112 37 39.08340(W)     ADJUSTED  
 AJ3769* NAVD 88     -       287.26   (meters)     942.5    (feet)  GPS OBS   
 AJ3769  ___________________________________________________________________
 AJ3769  EPOCH DATE  -        2007.00
 AJ3769  X           -  -2,054,889.212 (meters)                     COMP
 AJ3769  Y           -  -4,929,878.010 (meters)                     COMP
 AJ3769  Z           -   3,475,089.877 (meters)                     COMP
 AJ3769  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AJ3769  ELLIP HEIGHT-         256.299 (meters)          (02/10/07) ADJUSTED
 AJ3769  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AJ3769
 AJ3769  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3769  Type    PID    Designation                      North   East  Ellip
 AJ3769  -------------------------------------------------------------------
 AJ3769  NETWORK AJ3769 3EG2                              0.67   0.61   1.02
 AJ3769  -------------------------------------------------------------------
 AJ3769
 AJ3769.The horizontal coordinates were established by GPS observations
 AJ3769.and adjusted by the National Geodetic Survey in February 2007.
 AJ3769
 AJ3769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3769.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3769.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3769.The epoch date for horizontal control is a decimal equivalence
 AJ3769.of Year/Month/Day.
 AJ3769
 AJ3769.The orthometric height was determined by GPS observations and a
 AJ3769.high-resolution geoid model.
 AJ3769.The orthometric height was determined by GPS observations and a
 AJ3769.high-resolution geoid model using precise GPS observation and
 AJ3769.processing techniques.
 AJ3769
 AJ3769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3769
 AJ3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3769
 AJ3769.The ellipsoidal height was determined by GPS observations
 AJ3769.and is referenced to NAD 83.
 AJ3769
 AJ3769.The geoid height was determined by GEOID03.
 AJ3769
 AJ3769;                    North         East     Units Scale Factor Converg.
 AJ3769;SPC AZ C     -   247,035.070   147,103.972   MT  0.99995411   -0 23 22.3
 AJ3769;SPC AZ C     -   810,482.51    482,624.58   iFT  0.99995411   -0 23 22.3
 AJ3769;UTM  12      - 3,677,518.163   348,344.085   MT  0.99988357   -0 53 31.1
 AJ3769
 AJ3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3769!SPC AZ C     -   0.99995976  x   0.99995411  =   0.99991388
 AJ3769!UTM  12      -   0.99995976  x   0.99988357  =   0.99984334
 AJ3769
 AJ3769                          SUPERSEDED SURVEY CONTROL
 AJ3769
 AJ3769  NAD 83(1992)-  33 13 33.46778(N)    112 37 39.08305(W) AD(       ) B
 AJ3769  ELLIP H (04/12/01)  256.327  (m)                       GP(       ) 3 2
 AJ3769
 AJ3769.Superseded values are not recommended for survey control.
 AJ3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3769.See file dsdata.txt to determine how the superseded data were derived.
 AJ3769
 AJ3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4834477518(NAD 83)
 AJ3769_MARKER: F = FLANGE-ENCASED ROD
 AJ3769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3769_STAMPING: 3EG2 1999
 AJ3769_MARK LOGO: MCDOT 
 AJ3769_PROJECTION: FLUSH
 AJ3769_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3769+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3769_ROD/PIPE-DEPTH:  6.8 meters
 AJ3769_SLEEVE-DEPTH  :  0.8 meters
 AJ3769
 AJ3769  HISTORY     - Date     Condition        Report By
 AJ3769  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3769  HISTORY     - 20060116 GOOD             NGS
 AJ3769
 AJ3769                          STATION DESCRIPTION
 AJ3769
 AJ3769'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3769'THE STATION IS LOCATED APPROXIMATELY 35 MI (56.3 KM) SOUTHWEST OF THE
 AJ3769'CITY OF PHOENIX, 10 MI (16.1 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3769'BUCKEYE, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SECTION 25
 AJ3769'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3769'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3769'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 13.5 MI (21.7
 AJ3769'KM) TO MILE POST 141, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR
 AJ3769'APPROXIMATELY 0.3 MI (0.5 KM) TO OVERHEAD POWER LINES, THENCE PASS
 AJ3769'UNDER THE POWER LINES AND DRIVE 420 FT (128.0 M) TO A DIRT ROAD,
 AJ3769'THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD, PASSING THROUGH THE
 AJ3769'RIGHT-OF-WAY FENCE, FOR 0.2 MI (0.3 KM) TO ANOTHER SET OF OVERHEAD
 AJ3769'POWER LINES, THENCE PASS UNDER THE POWER LINES AND CONTINUE EAST FOR
 AJ3769'0.3 MI (0.5 KM) TO A BARBED WIRE FENCE AND GATE, THENCE PASS THROUGH
 AJ3769'THE GATE AND CONTINUE EAST FOR 0.3 MI (0.5 KM) TO ANOTHER DIRT ROAD,
 AJ3769'THENCE TURN RIGHT (SOUTH) ONTO THE DIRT AND DRIVE SOUTH, PASSING UNDER
 AJ3769'ANOTHER SET OF POWER LINES, FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AJ3769'LEFT (EAST) SIDE OF THE ROAD
 AJ3769'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3769'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22.2 FOOT (6.8 M) STAINLESS
 AJ3769'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3769'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3769'COVER, STAMPED 3EG2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3769'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3769'STATION TIES
 AJ3769'THE STATION IS 300 FT (91.4 M) NORTH OF A WASH
 AJ3769'295 FT (89.9 M) NORTHEAST OF AN 18 IN PALO VERDE TREE
 AJ3769'20 FT (6.1 M) EAST OF THE DIRT ROAD
 AJ3769'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3769'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3769
 AJ3769                          STATION RECOVERY (2006)
 AJ3769
 AJ3769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3769'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3770 ***********************************************************************
 AJ3770  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3770  DESIGNATION -  3EI1
 AJ3770  PID         -  AJ3770
 AJ3770  STATE/COUNTY-  AZ/MARICOPA
 AJ3770  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3770
 AJ3770                         *CURRENT SURVEY CONTROL
 AJ3770  ___________________________________________________________________
 AJ3770* NAD 83(2007)-  33 12 06.63351(N)    112 42 55.41054(W)     ADJUSTED  
 AJ3770* NAVD 88     -       229.00   (meters)     751.3    (feet)  GPS OBS   
 AJ3770  ___________________________________________________________________
 AJ3770  EPOCH DATE  -        2007.00
 AJ3770  X           -  -2,062,994.251 (meters)                     COMP
 AJ3770  Y           -  -4,928,027.528 (meters)                     COMP
 AJ3770  Z           -   3,472,819.637 (meters)                     COMP
 AJ3770  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AJ3770  ELLIP HEIGHT-         197.879 (meters)          (02/10/07) ADJUSTED
 AJ3770  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3770
 AJ3770  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3770  Type    PID    Designation                      North   East  Ellip
 AJ3770  -------------------------------------------------------------------
 AJ3770  NETWORK AJ3770 3EI1                              0.71   0.65   1.06
 AJ3770  -------------------------------------------------------------------
 AJ3770
 AJ3770.The horizontal coordinates were established by GPS observations
 AJ3770.and adjusted by the National Geodetic Survey in February 2007.
 AJ3770
 AJ3770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3770.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3770.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3770.The epoch date for horizontal control is a decimal equivalence
 AJ3770.of Year/Month/Day.
 AJ3770
 AJ3770.The orthometric height was determined by GPS observations and a
 AJ3770.high-resolution geoid model.
 AJ3770.The orthometric height was determined by GPS observations and a
 AJ3770.high-resolution geoid model using precise GPS observation and
 AJ3770.processing techniques.
 AJ3770
 AJ3770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3770
 AJ3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3770
 AJ3770.The ellipsoidal height was determined by GPS observations
 AJ3770.and is referenced to NAD 83.
 AJ3770
 AJ3770.The geoid height was determined by GEOID03.
 AJ3770
 AJ3770;                    North         East     Units Scale Factor Converg.
 AJ3770;SPC AZ C     -   244,419.151   138,893.464   MT  0.99996835   -0 26 14.6
 AJ3770;SPC AZ C     -   801,900.10    455,687.22   iFT  0.99996835   -0 26 14.6
 AJ3770;UTM  12      - 3,674,974.479   340,111.470   MT  0.99991520   -0 56 22.3
 AJ3770
 AJ3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3770!SPC AZ C     -   0.99996893  x   0.99996835  =   0.99993729
 AJ3770!UTM  12      -   0.99996893  x   0.99991520  =   0.99988414
 AJ3770
 AJ3770                          SUPERSEDED SURVEY CONTROL
 AJ3770
 AJ3770  NAD 83(1992)-  33 12 06.63266(N)    112 42 55.41025(W) AD(       ) B
 AJ3770  ELLIP H (04/12/01)  197.911  (m)                       GP(       ) 3 2
 AJ3770
 AJ3770.Superseded values are not recommended for survey control.
 AJ3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3770.See file dsdata.txt to determine how the superseded data were derived.
 AJ3770
 AJ3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4011174974(NAD 83)
 AJ3770_MARKER: I = METAL ROD
 AJ3770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3770_STAMPING: 3EI1 1999
 AJ3770_MARK LOGO: MCDOT 
 AJ3770_PROJECTION: FLUSH
 AJ3770_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3770+STABILITY: POSITION/ELEVATION WELL
 AJ3770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3770+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3770_ROD/PIPE-DEPTH: 11.9 meters
 AJ3770_SLEEVE-DEPTH  :  0.8 meters
 AJ3770
 AJ3770  HISTORY     - Date     Condition        Report By
 AJ3770  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3770  HISTORY     - 20060128 GOOD             USPSQD
 AJ3770  HISTORY     - 20060128 GOOD             USPSQD
 AJ3770
 AJ3770                          STATION DESCRIPTION
 AJ3770
 AJ3770'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3770'THE STATION IS LOCATED APPROXIMATELY 41 MI (66.0 KM) SOUTHWEST OF THE
 AJ3770'CITY OF PHOENIX, 14 MI (22.5 KM) SOUTHWEST OF THE TOWN OF BUCKEYE,
 AJ3770'TOWNSHIP 3 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3770'OWNERSHIP-PRIVATE
 AJ3770'TO REACH THE STATION FROM THE INTERSECTION (112) OF INTERSTATE 10 AND
 AJ3770'STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 16.5 MI (26.6 KM) TO
 AJ3770'MILE POST 138, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.2 MI (0.3
 AJ3770'KM) TO PATTERSON ROAD, THENCE TURN RIGHT (WEST) ONTO PATTERSON ROAD
 AJ3770'AND DRIVE 3.2 MI (5.1 KM) TO OLD HIGHWAY 80, PASSING OVER THE GILA
 AJ3770'BEND CANAL 120 FT (36.6 M) BEFORE THE HIGHWAY, THENCE TURN RIGHT
 AJ3770'(NORTH) ONTO OLD HIGHWAY 80 AND DRIVE 1.4 MI (2.3 KM) TO A DIRT ACCESS
 AJ3770'ROAD LEADING TO THE GILA BEND CANAL, THENCE TURN RIGHT (EAST) ONTO THE
 AJ3770'ACCESS ROAD AND DRIVE 150 FT (45.7 M) TO THE CANAL MAINTENANCE ROAD,
 AJ3770'THENCE TURN RIGHT (SOUTH) AND DRIVE 0.1 MI (0.2 KM) TO THE STATION ON
 AJ3770'THE RIGHT (WEST) SIDE OF THE MAINTENANCE ROAD
 AJ3770'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3770'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 39.1 FOOT (11.9 M) STAINLESS
 AJ3770'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3770'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3770'STAMPED 3EI1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3770'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3770'STATION TIES
 AJ3770'THE STATION IS 230 FT (70.1 M) EAST OF OLD HIGHWAY 80
 AJ3770'125 FT (38.1 M) WEST OF THE CANAL MAINTENANCE ROAD
 AJ3770'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3770'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3770
 AJ3770                          STATION RECOVERY (2006)
 AJ3770
 AJ3770'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3770'RECOVERED AS DESCRIBED.
 AJ3770
 AJ3770                          STATION RECOVERY (2006)
 AJ3770
 AJ3770'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3941 ***********************************************************************
 AJ3941  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3941  DESIGNATION -  3EK2
 AJ3941  PID         -  AJ3941
 AJ3941  STATE/COUNTY-  AZ/MARICOPA
 AJ3941  USGS QUAD   -  SPRING MTN (1978)
 AJ3941
 AJ3941                         *CURRENT SURVEY CONTROL
 AJ3941  ___________________________________________________________________
 AJ3941* NAD 83(2007)-  33 12 35.85783(N)    112 49 34.41753(W)     ADJUSTED  
 AJ3941* NAVD 88     -       291.24   (meters)     955.5    (feet)  GPS OBS   
 AJ3941  ___________________________________________________________________
 AJ3941  EPOCH DATE  -        2007.00
 AJ3941  X           -  -2,072,352.278 (meters)                     COMP
 AJ3941  Y           -  -4,923,621.101 (meters)                     COMP
 AJ3941  Z           -   3,473,607.072 (meters)                     COMP
 AJ3941  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AJ3941  ELLIP HEIGHT-         260.124 (meters)          (02/10/07) ADJUSTED
 AJ3941  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3941
 AJ3941  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3941  Type    PID    Designation                      North   East  Ellip
 AJ3941  -------------------------------------------------------------------
 AJ3941  NETWORK AJ3941 3EK2                              0.74   0.69   1.12
 AJ3941  -------------------------------------------------------------------
 AJ3941
 AJ3941.The horizontal coordinates were established by GPS observations
 AJ3941.and adjusted by the National Geodetic Survey in February 2007.
 AJ3941
 AJ3941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3941.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3941.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3941.The epoch date for horizontal control is a decimal equivalence
 AJ3941.of Year/Month/Day.
 AJ3941
 AJ3941.The orthometric height was determined by GPS observations and a
 AJ3941.high-resolution geoid model.
 AJ3941.The orthometric height was determined by GPS observations and a
 AJ3941.high-resolution geoid model using precise GPS observation and
 AJ3941.processing techniques.
 AJ3941
 AJ3941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3941
 AJ3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3941
 AJ3941.The ellipsoidal height was determined by GPS observations
 AJ3941.and is referenced to NAD 83.
 AJ3941
 AJ3941.The geoid height was determined by GEOID03.
 AJ3941
 AJ3941;                    North         East     Units Scale Factor Converg.
 AJ3941;SPC AZ C     -   245,403.807   128,567.597   MT  0.99998862   -0 29 53.5
 AJ3941;SPC AZ C     -   805,130.60    421,809.70   iFT  0.99998862   -0 29 53.5
 AJ3941;UTM  12      - 3,676,049.559   329,795.066   MT  0.99995719   -1 00 01.7
 AJ3941
 AJ3941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3941!SPC AZ C     -   0.99995916  x   0.99998862  =   0.99994778
 AJ3941!UTM  12      -   0.99995916  x   0.99995719  =   0.99991635
 AJ3941
 AJ3941                          SUPERSEDED SURVEY CONTROL
 AJ3941
 AJ3941  NAD 83(1992)-  33 12 35.85700(N)    112 49 34.41729(W) AD(       ) B
 AJ3941  ELLIP H (04/12/01)  260.157  (m)                       GP(       ) 3 2
 AJ3941
 AJ3941.Superseded values are not recommended for survey control.
 AJ3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3941.See file dsdata.txt to determine how the superseded data were derived.
 AJ3941
 AJ3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2979576050(NAD 83)
 AJ3941_MARKER: I = METAL ROD
 AJ3941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3941_STAMPING: 3EK2 1999
 AJ3941_MARK LOGO: MCDOT 
 AJ3941_PROJECTION: FLUSH
 AJ3941_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3941+STABILITY: POSITION/ELEVATION WELL
 AJ3941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3941+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3941_ROD/PIPE-DEPTH:  9.1 meters
 AJ3941_SLEEVE-DEPTH  :  0.8 meters
 AJ3941
 AJ3941  HISTORY     - Date     Condition        Report By
 AJ3941  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3941
 AJ3941                          STATION DESCRIPTION
 AJ3941
 AJ3941'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3941'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHWEST OF THE TOWN OF
 AJ3941'ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 06 WEST
 AJ3941'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3941'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3941'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3941'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3941'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3941'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3941'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE SOUTHWEST FOR 0.1 TO A Y
 AJ3941'IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTHWEST ON DIRT ROAD FOR
 AJ3941'0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE
 AJ3941'SOUTH ON DIRT ROAD FOR 0.2 MI (0.3 KM) TO A Y IN THE ROAD (GILA
 AJ3941'COMPRESSOR STATION IS LOCATED ON YOUR LEFT (EAST) ), THENCE VEER RIGHT
 AJ3941'AND CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO OVERHEAD
 AJ3941'POWER LINES BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE SOUTHWEST
 AJ3941'ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3941'(EAST) , THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.7 MI (1.1 KM) TO
 AJ3941'A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTH ON DIRT ROAD FOR
 AJ3941'0.2 MI (0.3 KM) TO A WELL AND WINDMILL ON YOUR RIGHT (WEST) AND AN
 AJ3941'UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE TURN LEFT (EAST) ON TO
 AJ3941'DIRT ROAD AND DRIVE NORTHEAST FOR 0.1 MI (0.2 KM) TO AN UNMARKED DIRT
 AJ3941'ROAD ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIRT ROAD
 AJ3941'(OVERHEAD POWER LINES RUN ALONG NORTH SIDE OF DIRT ROAD) AND DRIVE
 AJ3941'SOUTHEAST 0.1 MI (0.2 KM) TO 2 WELL SITES (ONE ON NORTH SIDE OF DIRT
 AJ3941'ROAD AND ONE ON SOUTH SIDE OF DIRT ROAD) AND A BEND IN DIRT ROAD TO
 AJ3941'THE SOUTH, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 1.7 MI (2.7 KM)
 AJ3941'TO A Y IN THE ROAD AND TO THE STATION ON YOUR LEFT
 AJ3941'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3941'COMPRESSED ON A 29.9 FT (9.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3941'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3941'WITH A COUNTY LOGO ACCESS COVER STAMPED 3EK2 1999, SURROUNDED WITH A
 AJ3941'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3941'MARKER
 AJ3941'STATION TIES
 AJ3941'41.0 FT (12.5 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3941'24.4 FT (7.4 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3941'5.0 FT (1.5 M) WEST OF CARSONITE WITNESS POST
 AJ3941'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3941'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3944 ***********************************************************************
 AJ3944  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3944  DESIGNATION -  3EM2
 AJ3944  PID         -  AJ3944
 AJ3944  STATE/COUNTY-  AZ/MARICOPA
 AJ3944  USGS QUAD   -  WOOLSEY PEAK (1973)
 AJ3944
 AJ3944                         *CURRENT SURVEY CONTROL
 AJ3944  ___________________________________________________________________
 AJ3944* NAD 83(2007)-  33 12 28.92521(N)    112 54 52.79363(W)     ADJUSTED  
 AJ3944* NAVD 88     -       338.11   (meters)    1109.3    (feet)  GPS OBS   
 AJ3944  ___________________________________________________________________
 AJ3944  EPOCH DATE  -        2007.00
 AJ3944  X           -  -2,080,010.381 (meters)                     COMP
 AJ3944  Y           -  -4,920,560.359 (meters)                     COMP
 AJ3944  Z           -   3,473,454.031 (meters)                     COMP
 AJ3944  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AJ3944  ELLIP HEIGHT-         306.983 (meters)          (02/10/07) ADJUSTED
 AJ3944  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AJ3944
 AJ3944  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3944  Type    PID    Designation                      North   East  Ellip
 AJ3944  -------------------------------------------------------------------
 AJ3944  NETWORK AJ3944 3EM2                              0.71   0.67   1.06
 AJ3944  -------------------------------------------------------------------
 AJ3944
 AJ3944.The horizontal coordinates were established by GPS observations
 AJ3944.and adjusted by the National Geodetic Survey in February 2007.
 AJ3944
 AJ3944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3944.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3944.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3944.The epoch date for horizontal control is a decimal equivalence
 AJ3944.of Year/Month/Day.
 AJ3944
 AJ3944.The orthometric height was determined by GPS observations and a
 AJ3944.high-resolution geoid model.
 AJ3944.The orthometric height was determined by GPS observations and a
 AJ3944.high-resolution geoid model using precise GPS observation and
 AJ3944.processing techniques.
 AJ3944
 AJ3944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3944
 AJ3944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3944
 AJ3944.The ellipsoidal height was determined by GPS observations
 AJ3944.and is referenced to NAD 83.
 AJ3944
 AJ3944.The geoid height was determined by GEOID03.
 AJ3944
 AJ3944;                    North         East     Units Scale Factor Converg.
 AJ3944;SPC AZ C     -   245,265.415   120,320.756   MT  1.00000669   -0 32 47.8
 AJ3944;SPC AZ C     -   804,676.56    394,753.14   iFT  1.00000669   -0 32 47.8
 AJ3944;UTM  12      - 3,675,983.468   321,547.517   MT  0.99999265   -1 02 56.0
 AJ3944
 AJ3944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3944!SPC AZ C     -   0.99995181  x   1.00000669  =   0.99995850
 AJ3944!UTM  12      -   0.99995181  x   0.99999265  =   0.99994446
 AJ3944
 AJ3944                          SUPERSEDED SURVEY CONTROL
 AJ3944
 AJ3944  NAD 83(1992)-  33 12 28.92435(N)    112 54 52.79346(W) AD(       ) B
 AJ3944  ELLIP H (04/12/01)  307.019  (m)                       GP(       ) 3 2
 AJ3944
 AJ3944.Superseded values are not recommended for survey control.
 AJ3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3944.See file dsdata.txt to determine how the superseded data were derived.
 AJ3944
 AJ3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2154875983(NAD 83)
 AJ3944_MARKER: I = METAL ROD
 AJ3944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3944+WITH SETTING: INFORMATION.
 AJ3944_STAMPING: 3EM2 1999
 AJ3944_MARK LOGO: MCDOT 
 AJ3944_PROJECTION: FLUSH
 AJ3944_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3944+STABILITY: POSITION/ELEVATION WELL
 AJ3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3944+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3944_ROD/PIPE-DEPTH:  1.0 meters
 AJ3944_SLEEVE-DEPTH  :  0.8 meters
 AJ3944
 AJ3944  HISTORY     - Date     Condition        Report By
 AJ3944  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3944
 AJ3944                          STATION DESCRIPTION
 AJ3944
 AJ3944'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3944'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF THE TOWN
 AJ3944'OF ARLINGTON, TOWNSHIP 02 SOUTH, RANGE 06 WEST
 AJ3944'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3944'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3944'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3944'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3944'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3944'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3944'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3944'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3944'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3944'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3944'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3944'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3944', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3944'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3944'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3944'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3944'THE WEST, THENCE CONTINUE WESTERLY ON UNMARKED DIRT ROAD FOR 0.9 MI
 AJ3944'(1.4 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) AND A BEND IN
 AJ3944'DIRT ROAD TO THE SOUTH, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.5
 AJ3944'MI (0.8 KM) TO A CORRAL, WINDMILL AND WATER TANK ON RIGHT (WEST) SIDE
 AJ3944'OF DIRT ROAD, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5
 AJ3944'KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) , THENCE CONTINUE
 AJ3944'SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3944'YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.1 MI
 AJ3944'(0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE
 AJ3944'CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A WASH BEARING
 AJ3944'EAST AND WEST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR
 AJ3944'0.3 MI (0.5 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE
 AJ3944'SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO A WASH
 AJ3944'BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE SOUTHERLY ON DIRT
 AJ3944'ROAD THROUGH WASH FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR
 AJ3944'LEFT (EAST) AND A JEEP TRAIL ON YOUR RIGHT (WEST) , THENCE CONTINUE
 AJ3944'SOUTHERLY ON DIRT ROAD FOR 0.5 MI (0.8 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3944'YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI
 AJ3944'(0.5 KM) TO THE STATION ON YOUR RIGHT (AN UNMARKED DIRT ROAD ON YOUR
 AJ3944'LEFT (EAST) IS LOCATED 150 FEET (45.7 M) TO THE SOUTH) , PARK AT THIS
 AJ3944'LOCATION AND HIKE WEST 105 FT (32.0 M) TO THE TOP OF SMALL HILL AND
 AJ3944'STATION AS DESCRIBED
 AJ3944'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3944'COMPRESSED ON A 3.4 FT (1.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3944'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3944'WITH A COUNTY LOGO ACCESS COVER STAMPED 3EM2 1999, SURROUNDED WITH A
 AJ3944'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3944'MARKER
 AJ3944'STATION TIES
 AJ3944'105 FT (32.0 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3944'9.0 FT (2.7 M) NORTH OF CARSONITE WITNESS POST
 AJ3944'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3944'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3969 ***********************************************************************
 AJ3969  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3969  DESIGNATION -  3EO3
 AJ3969  PID         -  AJ3969
 AJ3969  STATE/COUNTY-  AZ/MARICOPA
 AJ3969  USGS QUAD   -  QUAIL SPRING WASH (1986)
 AJ3969
 AJ3969                         *CURRENT SURVEY CONTROL
 AJ3969  ___________________________________________________________________
 AJ3969* NAD 83(2007)-  33 12 08.75184(N)    113 01 53.89340(W)     ADJUSTED  
 AJ3969* NAVD 88     -       295.23   (meters)     968.6    (feet)  GPS OBS   
 AJ3969  ___________________________________________________________________
 AJ3969  EPOCH DATE  -        2007.00
 AJ3969  X           -  -2,090,170.698 (meters)                     COMP
 AJ3969  Y           -  -4,916,583.798 (meters)                     COMP
 AJ3969  Z           -   3,472,910.447 (meters)                     COMP
 AJ3969  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 AJ3969  ELLIP HEIGHT-         263.988 (meters)          (02/10/07) ADJUSTED
 AJ3969  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AJ3969
 AJ3969  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3969  Type    PID    Designation                      North   East  Ellip
 AJ3969  -------------------------------------------------------------------
 AJ3969  NETWORK AJ3969 3EO3                              0.76   0.69   1.10
 AJ3969  -------------------------------------------------------------------
 AJ3969
 AJ3969.The horizontal coordinates were established by GPS observations
 AJ3969.and adjusted by the National Geodetic Survey in February 2007.
 AJ3969
 AJ3969.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3969.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3969.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3969.The epoch date for horizontal control is a decimal equivalence
 AJ3969.of Year/Month/Day.
 AJ3969
 AJ3969.The orthometric height was determined by GPS observations and a
 AJ3969.high-resolution geoid model.
 AJ3969.The orthometric height was determined by GPS observations and a
 AJ3969.high-resolution geoid model using precise GPS observation and
 AJ3969.processing techniques.
 AJ3969
 AJ3969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3969
 AJ3969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3969
 AJ3969.The ellipsoidal height was determined by GPS observations
 AJ3969.and is referenced to NAD 83.
 AJ3969
 AJ3969.The geoid height was determined by GEOID03.
 AJ3969
 AJ3969;                    North         East     Units Scale Factor Converg.
 AJ3969;SPC AZ C     -   244,754.076   109,408.776   MT  1.00003319   -0 36 38.2
 AJ3969;SPC AZ C     -   802,998.94    358,952.68   iFT  1.00003319   -0 36 38.2
 AJ3969;UTM  12      - 3,675,567.803   310,631.502   MT  1.00004215   -1 06 46.3
 AJ3969
 AJ3969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3969!SPC AZ C     -   0.99995856  x   1.00003319  =   0.99999174
 AJ3969!UTM  12      -   0.99995856  x   1.00004215  =   1.00000070
 AJ3969
 AJ3969                          SUPERSEDED SURVEY CONTROL
 AJ3969
 AJ3969  NAD 83(1992)-  33 12 08.75095(N)    113 01 53.89326(W) AD(       ) B
 AJ3969  ELLIP H (04/12/01)  264.021  (m)                       GP(       ) 3 2
 AJ3969
 AJ3969.Superseded values are not recommended for survey control.
 AJ3969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3969.See file dsdata.txt to determine how the superseded data were derived.
 AJ3969
 AJ3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1063275568(NAD 83)
 AJ3969_MARKER: DD = SURVEY DISK
 AJ3969_SETTING: 80 = SET IN A BOULDER
 AJ3969_STAMPING: 3EO3 1999
 AJ3969_MARK LOGO: MCDOT 
 AJ3969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3969+STABILITY: SURFACE MOTION
 AJ3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3969+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3969
 AJ3969  HISTORY     - Date     Condition        Report By
 AJ3969  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3969
 AJ3969                          STATION DESCRIPTION
 AJ3969
 AJ3969'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3969'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) NORTH-NORTHEAST OF THE
 AJ3969'TOWN OF SENTINEL, TOWNSHIP 03 SOUTH, RANGE 08 WEST
 AJ3969'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3969'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3969'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3969'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3969'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3969'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3969'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3969'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3969'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3969'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3969'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3969'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3969'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3969'POINT ROAD) FOR 7.4 MI (11.9 KM) TO POCO DINERO ROAD (A GRADED DIRT
 AJ3969'ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE NORTHEAST ON GRADED DIRT
 AJ3969'ROAD (SADDLE ROAD ENDS AT POCO DINERO ROAD) FOR 2.6 MI (4.2 KM) TO AN
 AJ3969'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE
 AJ3969'NORTHEAST ON DIRT ROAD FOR 2.2 MI (3.5 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3969'YOUR RIGHT (SOUTH) , THENCE CONTINUE NORTHEAST ON DIRT ROAD FOR 2.6 MI
 AJ3969'(4.2 KM) TO THE STATION ON YOUR LEFT
 AJ3969'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3969'COUNTY D.O.T.  BRASS DISK, STAMPED 3E03 1999, SET IN A BOULDER,
 AJ3969'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3969'STATION TIES
 AJ3969'125 FT (38.1 M) NORTHWEST OF CENTERLINE OF DIRT ROAD
 AJ3969'5.2 FT (1.6 M) SOUTH OF CARSONITE WITNESS POST
 AJ3969'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3969'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3950 ***********************************************************************
 AJ3950  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3950  DESIGNATION -  3EQ3
 AJ3950  PID         -  AJ3950
 AJ3950  STATE/COUNTY-  AZ/MARICOPA
 AJ3950  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3950
 AJ3950                         *CURRENT SURVEY CONTROL
 AJ3950  ___________________________________________________________________
 AJ3950* NAD 83(2007)-  33 11 09.70206(N)    113 09 18.43986(W)     ADJUSTED  
 AJ3950* NAVD 88     -       308.62   (meters)    1012.5    (feet)  GPS OBS   
 AJ3950  ___________________________________________________________________
 AJ3950  EPOCH DATE  -        2007.00
 AJ3950  X           -  -2,101,158.190 (meters)                     COMP
 AJ3950  Y           -  -4,912,993.598 (meters)                     COMP
 AJ3950  Z           -   3,471,395.320 (meters)                     COMP
 AJ3950  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AJ3950  ELLIP HEIGHT-         277.272 (meters)          (02/10/07) ADJUSTED
 AJ3950  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3950
 AJ3950  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3950  Type    PID    Designation                      North   East  Ellip
 AJ3950  -------------------------------------------------------------------
 AJ3950  NETWORK AJ3950 3EQ3                              0.73   0.69   1.16
 AJ3950  -------------------------------------------------------------------
 AJ3950
 AJ3950.The horizontal coordinates were established by GPS observations
 AJ3950.and adjusted by the National Geodetic Survey in February 2007.
 AJ3950
 AJ3950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3950.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3950.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3950.The epoch date for horizontal control is a decimal equivalence
 AJ3950.of Year/Month/Day.
 AJ3950
 AJ3950.The orthometric height was determined by GPS observations and a
 AJ3950.high-resolution geoid model.
 AJ3950.The orthometric height was determined by GPS observations and a
 AJ3950.high-resolution geoid model using precise GPS observation and
 AJ3950.processing techniques.
 AJ3950
 AJ3950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3950
 AJ3950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3950
 AJ3950.The ellipsoidal height was determined by GPS observations
 AJ3950.and is referenced to NAD 83.
 AJ3950
 AJ3950.The geoid height was determined by GEOID03.
 AJ3950
 AJ3950;                    North         East     Units Scale Factor Converg.
 AJ3950;SPC AZ C     -   243,064.398    97,873.758   MT  1.00006439   -0 40 40.6
 AJ3950;SPC AZ C     -   797,455.37    321,108.13   iFT  1.00006439   -0 40 40.6
 AJ3950;UTM  12      - 3,673,979.251   299,081.874   MT  1.00009774   -1 10 48.1
 AJ3950
 AJ3950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3950!SPC AZ C     -   0.99995647  x   1.00006439  =   1.00002086
 AJ3950!UTM  12      -   0.99995647  x   1.00009774  =   1.00005421
 AJ3950
 AJ3950                          SUPERSEDED SURVEY CONTROL
 AJ3950
 AJ3950  NAD 83(1992)-  33 11 09.70110(N)    113 09 18.43978(W) AD(       ) B
 AJ3950  ELLIP H (04/12/01)  277.300  (m)                       GP(       ) 3 2
 AJ3950
 AJ3950.Superseded values are not recommended for survey control.
 AJ3950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3950.See file dsdata.txt to determine how the superseded data were derived.
 AJ3950
 AJ3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9908273979(NAD 83)
 AJ3950_MARKER: DD = SURVEY DISK
 AJ3950_SETTING: 80 = SET IN A BOULDER
 AJ3950_STAMPING: 3EQ3 1999
 AJ3950_MARK LOGO: MCDOT 
 AJ3950_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3950+STABILITY: SURFACE MOTION
 AJ3950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3950+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3950
 AJ3950  HISTORY     - Date     Condition        Report By
 AJ3950  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3950
 AJ3950                          STATION DESCRIPTION
 AJ3950
 AJ3950'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3950'THE STATION IS LOCATED ABOUT 24.5 MI (39.4 KM) SOUTHWEST OF THE TOWN
 AJ3950'OF ARLINGTON, TOWNSHIP 03 SOUTH, RANGE 09 WEST
 AJ3950'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3950'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3950'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3950'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3950'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3950'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3950'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3950'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3950'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3950'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3950'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3950'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3950', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3950'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3950'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3950'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3950'THE WEST, THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.0
 AJ3950'MI (3.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) , THENCE
 AJ3950'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 2.4 MI (3.9 KM) TO
 AJ3950'SOUTHERN PACIFIC RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST,
 AJ3950'THENCE CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 0.1 MI (0.2
 AJ3950'KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3950'CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO A
 AJ3950'CATTLE GUARD AND AN UNMARKED DIRT ROAD BEARING NORTH AND SOUTH AND A
 AJ3950'BARBED WIRE FENCE BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON
 AJ3950'AGUA CALIENTE ROAD FOR 0.9 MI (1.4 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3950'YOUR LEFT (SOUTH) , THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR
 AJ3950'0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) ,
 AJ3950'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 7.5 MI (12.1 KM) TO
 AJ3950'YELLOW MEDICINE WASH (NO SIGN, LARGE CORRUGATED METAL PIPES UNDER
 AJ3950'ROAD) BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON
 AJ3950'AGUA CALIENTE ROAD AND IMMEDIATELY ACROSS WASH TURN LEFT (SOUTH) ON TO
 AJ3950'AN UNMARKED DIRT ROAD, THENCE DRIVE SOUTHEASTERLY ON DIRT ROAD FOR 0.3
 AJ3950'MI (0.5 KM) WHERE DIRT ROAD DROPS DOWN INTO YELLOW MEDICINE WASH,
 AJ3950'THENCE DRIVE SOUTHEASTERLY IN YELLOW MEDICINE WASH FOR 0.3 MI (0.5 KM)
 AJ3950'TO A WATER TANK FOR WILDLIFE ON LEFT (EAST) SIDE OF WASH, THENCE
 AJ3950'CONTINUE SOUTHERLY IN YELLOW MEDICINE WASH FOR 0.4 MI (0.6 KM) TO AN
 AJ3950'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST, THENCE LEAVE
 AJ3950'YELLOW MEDICINE WASH AND DRIVE SOUTHEASTERLY ON DIRT ROAD FOR 1.5 MI
 AJ3950'(2.4 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE
 AJ3950'CONTINUE SOUTHEASTERLY ON DIRT ROAD FOR 1.5 MI (2.4 KM) TO THE STATION
 AJ3950'ON YOUR LEFT, PARK AT THIS LOCATION AND HIKE EAST 130 FT (39.6 M) TO
 AJ3950'THE STATION AS DESCRIBED
 AJ3950'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3950'COUNTY D.O.T.  BRASS DISK, STAMPED 3EQ3 1999, SET IN A BOULDER,
 AJ3950'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3950'STATION TIES
 AJ3950'130 FT (39.6 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3950'4.0 FT (1.2 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3950'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3950'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3934 ***********************************************************************
 AJ3934  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3934  DESIGNATION -  3ES1
 AJ3934  PID         -  AJ3934
 AJ3934  STATE/COUNTY-  AZ/MARICOPA
 AJ3934  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3934
 AJ3934                         *CURRENT SURVEY CONTROL
 AJ3934  ___________________________________________________________________
 AJ3934* NAD 83(2007)-  33 12 14.76990(N)    113 14 06.39603(W)     ADJUSTED  
 AJ3934* NAVD 88     -       334.39   (meters)    1097.1    (feet)  GPS OBS   
 AJ3934  ___________________________________________________________________
 AJ3934  EPOCH DATE  -        2007.00
 AJ3934  X           -  -2,107,590.433 (meters)                     COMP
 AJ3934  Y           -  -4,909,066.738 (meters)                     COMP
 AJ3934  Z           -   3,473,086.948 (meters)                     COMP
 AJ3934  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AJ3934  ELLIP HEIGHT-         302.996 (meters)          (02/10/07) ADJUSTED
 AJ3934  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 AJ3934
 AJ3934  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3934  Type    PID    Designation                      North   East  Ellip
 AJ3934  -------------------------------------------------------------------
 AJ3934  NETWORK AJ3934 3ES1                              0.76   0.71   1.22
 AJ3934  -------------------------------------------------------------------
 AJ3934
 AJ3934.The horizontal coordinates were established by GPS observations
 AJ3934.and adjusted by the National Geodetic Survey in February 2007.
 AJ3934
 AJ3934.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3934.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3934.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3934.The epoch date for horizontal control is a decimal equivalence
 AJ3934.of Year/Month/Day.
 AJ3934
 AJ3934.The orthometric height was determined by GPS observations and a
 AJ3934.high-resolution geoid model.
 AJ3934.The orthometric height was determined by GPS observations and a
 AJ3934.high-resolution geoid model using precise GPS observation and
 AJ3934.processing techniques.
 AJ3934
 AJ3934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3934
 AJ3934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3934
 AJ3934.The ellipsoidal height was determined by GPS observations
 AJ3934.and is referenced to NAD 83.
 AJ3934
 AJ3934.The geoid height was determined by GEOID03.
 AJ3934
 AJ3934;                    North         East     Units Scale Factor Converg.
 AJ3934;SPC AZ C     -   245,160.125    90,439.620   MT  1.00008623   -0 43 19.6
 AJ3934;SPC AZ C     -   804,331.12    296,717.91   iFT  1.00008623   -0 43 19.6
 AJ3934;UTM  12      - 3,676,140.146   291,666.085   MT  1.00013516   -1 13 28.0
 AJ3934
 AJ3934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3934!SPC AZ C     -   0.99995243  x   1.00008623  =   1.00003866
 AJ3934!UTM  12      -   0.99995243  x   1.00013516  =   1.00008759
 AJ3934
 AJ3934                          SUPERSEDED SURVEY CONTROL
 AJ3934
 AJ3934  NAD 83(1992)-  33 12 14.76893(N)    113 14 06.39595(W) AD(       ) B
 AJ3934  ELLIP H (04/12/01)  303.023  (m)                       GP(       ) 3 2
 AJ3934
 AJ3934.Superseded values are not recommended for survey control.
 AJ3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3934.See file dsdata.txt to determine how the superseded data were derived.
 AJ3934
 AJ3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9166676140(NAD 83)
 AJ3934_MARKER: I = METAL ROD
 AJ3934_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3934+WITH SETTING: INFORMATION.
 AJ3934_STAMPING: 3ES1
 AJ3934_MARK LOGO: MCDOT 
 AJ3934_PROJECTION: FLUSH
 AJ3934_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3934+STABILITY: POSITION/ELEVATION WELL
 AJ3934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3934+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3934_ROD/PIPE-DEPTH:  1.5 meters
 AJ3934_SLEEVE-DEPTH  :  0.8 meters
 AJ3934
 AJ3934  HISTORY     - Date     Condition        Report By
 AJ3934  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3934
 AJ3934                          STATION DESCRIPTION
 AJ3934
 AJ3934'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3934'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) NORTH OF THE TOWN OF
 AJ3934'SENTINEL, TOWNSHIP 03 SOUTH, RANGE 10 WEST, SECTION 1
 AJ3934'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3934'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3934'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3934'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3934'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3934'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3934'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3934'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3934'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3934'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3934'TURN LEFT (NORTH) ON TO 555TH AVENUE ACROSS SOUTHERN PACIFIC RAILROAD
 AJ3934'TRACKS AND DRIVE 4.5 MI (7.2 KM) TO LAHMAN ROAD (A GRADED DIRT ROAD) ,
 AJ3934'THENCE TURN RIGHT (EAST) ON TO LAHMAN ROAD AND DRIVE 0.5 MI (0.8 KM)
 AJ3934'TO A CATTLE GUARD AND AGUA CALIENTE ROAD (A GRADED DIRT ROAD AND NO
 AJ3934'STREET SIGNS) ON YOUR LEFT (NORTH) (LAHMAN ROAD CONTINUES EAST AS A
 AJ3934'DIRT ROAD/TRAIL) , THENCE TURN LEFT (NORTH) ON TO AGUA CALIENTE ROAD
 AJ3934'AND DRIVE NORTHERLY FOR 6.54 MI (10.52 KM) TO THE STATION ON YOUR LEFT
 AJ3934'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3934'COMPRESSED ON A 5.0 FT (1.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3934'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3934'WITH A COUNTY LOGO ACCESS COVER STAMPED 3ES1 SURROUNDED WITH A
 AJ3934'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3934'MARKER
 AJ3934'STATION TIES
 AJ3934'89 FT (27.1 M) WEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3934'33 FT (10.1 M) EAST OF EAST TOP OF WASH BEARING NORTH AND SOUTH
 AJ3934'3.8 FT (1.2 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3934'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3934'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3935 ***********************************************************************
 AJ3935  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3935  DESIGNATION -  3EU2
 AJ3935  PID         -  AJ3935
 AJ3935  STATE/COUNTY-  AZ/MARICOPA
 AJ3935  USGS QUAD   -  HYDER NE (1964)
 AJ3935
 AJ3935                         *CURRENT SURVEY CONTROL
 AJ3935  ___________________________________________________________________
 AJ3935* NAD 83(2007)-  33 12 15.42569(N)    113 18 53.90388(W)     ADJUSTED  
 AJ3935* NAVD 88     -       314.10   (meters)    1030.5    (feet)  GPS OBS   
 AJ3935  ___________________________________________________________________
 AJ3935  EPOCH DATE  -        2007.00
 AJ3935  X           -  -2,114,419.875 (meters)                     COMP
 AJ3935  Y           -  -4,906,098.387 (meters)                     COMP
 AJ3935  Z           -   3,473,092.665 (meters)                     COMP
 AJ3935  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 AJ3935  ELLIP HEIGHT-         282.565 (meters)          (02/10/07) ADJUSTED
 AJ3935  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 AJ3935
 AJ3935  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3935  Type    PID    Designation                      North   East  Ellip
 AJ3935  -------------------------------------------------------------------
 AJ3935  NETWORK AJ3935 3EU2                              0.61   0.55   1.00
 AJ3935  -------------------------------------------------------------------
 AJ3935
 AJ3935.The horizontal coordinates were established by GPS observations
 AJ3935.and adjusted by the National Geodetic Survey in February 2007.
 AJ3935
 AJ3935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3935.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3935.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3935.The epoch date for horizontal control is a decimal equivalence
 AJ3935.of Year/Month/Day.
 AJ3935
 AJ3935.The orthometric height was determined by GPS observations and a
 AJ3935.high-resolution geoid model.
 AJ3935.The orthometric height was determined by GPS observations and a
 AJ3935.high-resolution geoid model using precise GPS observation and
 AJ3935.processing techniques.
 AJ3935
 AJ3935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3935
 AJ3935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3935
 AJ3935.The ellipsoidal height was determined by GPS observations
 AJ3935.and is referenced to NAD 83.
 AJ3935
 AJ3935.The geoid height was determined by GEOID03.
 AJ3935
 AJ3935;                    North         East     Units Scale Factor Converg.
 AJ3935;SPC AZ C     -   245,277.024    82,993.541   MT  1.00010948   -0 45 57.1
 AJ3935;SPC AZ C     -   804,714.65    272,288.52   iFT  1.00010948   -0 45 57.1
 AJ3935;UTM  12      - 3,676,322.336   284,220.894   MT  1.00017410   -1 16 05.6
 AJ3935
 AJ3935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3935!SPC AZ C     -   0.99995564  x   1.00010948  =   1.00006512
 AJ3935!UTM  12      -   0.99995564  x   1.00017410  =   1.00012973
 AJ3935
 AJ3935                          SUPERSEDED SURVEY CONTROL
 AJ3935
 AJ3935  NAD 83(1992)-  33 12 15.42470(N)    113 18 53.90382(W) AD(       ) B
 AJ3935  ELLIP H (04/12/01)  282.592  (m)                       GP(       ) 3 2
 AJ3935
 AJ3935.Superseded values are not recommended for survey control.
 AJ3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3935.See file dsdata.txt to determine how the superseded data were derived.
 AJ3935
 AJ3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8422176322(NAD 83)
 AJ3935_MARKER: I = METAL ROD
 AJ3935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3935_STAMPING: 3EU2 1999
 AJ3935_MARK LOGO: MCDOT 
 AJ3935_PROJECTION: FLUSH
 AJ3935_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3935+STABILITY: POSITION/ELEVATION WELL
 AJ3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3935+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3935_ROD/PIPE-DEPTH:  5.5 meters
 AJ3935_SLEEVE-DEPTH  :  0.8 meters
 AJ3935
 AJ3935  HISTORY     - Date     Condition        Report By
 AJ3935  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3935
 AJ3935                          STATION DESCRIPTION
 AJ3935
 AJ3935'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3935'THE STATION IS LOCATED ABOUT 24.5 MI (39.4 KM) NORTH-NORTHWEST OF THE
 AJ3935'TOWN OF SENTINEL, TOWNSHIP 02 SOUTH, RANGE 10 WEST
 AJ3935'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3935'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3935'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3935'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3935'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3935'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3935'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3935'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3935'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3935'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3935'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3935'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3935'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3935'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON
 AJ3935'571ST AVENUE FOR 2.0 MI (3.2 KM) TO HIGH LINE ROAD (A GRADED DIRT
 AJ3935'ROAD) , THENCE TURN LEFT (WEST) ON TO HIGH LINE ROAD AND DRIVE FOR 1.0
 AJ3935'MI (1.6 KM) TO 579TH AVENUE (A GRADED DIRT ROAD) , THENCE TURN RIGHT
 AJ3935'(NORTH) ON TO 579TH AVENUE AND DRIVE FOR 1.0 MI (1.6 KM) TO LAHMAN
 AJ3935'ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON 579TH AVENUE FOR
 AJ3935'4.1 MILES (6.6 KM) TO HARQUAHALA-HYDER GAS LINE ROAD (A GRADED DIRT
 AJ3935'ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT (EAST) ON TO
 AJ3935'HARQUAHALA-HYDER GAS LINE ROAD AND DRIVE 0.2 MI (0.3 KM) TO A BEND IN
 AJ3935'THE ROAD TO THE NORTH, THENCE CONTINUE NORTH ON HARQUAHALA-HYDER GAS
 AJ3935'LINE ROAD FOR 2.1 MI (3.4 KM) TO THE STATION ON YOUR RIGHT
 AJ3935'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3935'COMPRESSED ON A 17.9 FT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3935'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3935'WITH A COUNTY LOGO ACCESS COVER STAMPED 3EU2 1999, SURROUNDED WITH A
 AJ3935'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3935'MARKER
 AJ3935'STATION TIES
 AJ3935'100 FT (30.5 M) EAST OF CENTERLINE OF HARQUAHALA-HYDER GAS LINE ROAD
 AJ3935'9.8 FT (3.0 M) EAST OF CARSONITE WITNESS POST
 AJ3935'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3935'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3780 ***********************************************************************
 AJ3780  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3780  DESIGNATION -  3FB2
 AJ3780  PID         -  AJ3780
 AJ3780  STATE/COUNTY-  AZ/MARICOPA
 AJ3780  USGS QUAD   -  MOBILE NE (1973)
 AJ3780
 AJ3780                         *CURRENT SURVEY CONTROL
 AJ3780  ___________________________________________________________________
 AJ3780* NAD 83(2007)-  33 09 55.58159(N)    112 21 43.07567(W)     ADJUSTED  
 AJ3780* NAVD 88     -       351.77   (meters)    1154.1    (feet)  GPS OBS   
 AJ3780  ___________________________________________________________________
 AJ3780  EPOCH DATE  -        2007.00
 AJ3780  X           -  -2,033,436.891 (meters)                     COMP
 AJ3780  Y           -  -4,942,798.257 (meters)                     COMP
 AJ3780  Z           -   3,469,507.973 (meters)                     COMP
 AJ3780  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AJ3780  ELLIP HEIGHT-         321.141 (meters)          (02/10/07) ADJUSTED
 AJ3780  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AJ3780
 AJ3780  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3780  Type    PID    Designation                      North   East  Ellip
 AJ3780  -------------------------------------------------------------------
 AJ3780  NETWORK AJ3780 3FB2                              0.69   0.61   1.00
 AJ3780  -------------------------------------------------------------------
 AJ3780
 AJ3780.The horizontal coordinates were established by GPS observations
 AJ3780.and adjusted by the National Geodetic Survey in February 2007.
 AJ3780
 AJ3780.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3780.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3780.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3780.The epoch date for horizontal control is a decimal equivalence
 AJ3780.of Year/Month/Day.
 AJ3780
 AJ3780.The orthometric height was determined by GPS observations and a
 AJ3780.high-resolution geoid model.
 AJ3780.The orthometric height was determined by GPS observations and a
 AJ3780.high-resolution geoid model using precise GPS observation and
 AJ3780.processing techniques.
 AJ3780
 AJ3780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3780
 AJ3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3780
 AJ3780.The ellipsoidal height was determined by GPS observations
 AJ3780.and is referenced to NAD 83.
 AJ3780
 AJ3780.The geoid height was determined by GEOID03.
 AJ3780
 AJ3780;                    North         East     Units Scale Factor Converg.
 AJ3780;SPC AZ C     -   240,186.204   171,827.219   MT  0.99992126   -0 14 37.0
 AJ3780;SPC AZ C     -   788,012.48    563,737.60   iFT  0.99992126   -0 14 37.0
 AJ3780;UTM  12      - 3,670,453.630   373,003.998   MT  0.99979885   -0 44 42.6
 AJ3780
 AJ3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3780!SPC AZ C     -   0.99994958  x   0.99992126  =   0.99987085
 AJ3780!UTM  12      -   0.99994958  x   0.99979885  =   0.99974844
 AJ3780
 AJ3780                          SUPERSEDED SURVEY CONTROL
 AJ3780
 AJ3780  NAD 83(1992)-  33 09 55.58076(N)    112 21 43.07516(W) AD(       ) B
 AJ3780  ELLIP H (04/12/01)  321.169  (m)                       GP(       ) 3 2
 AJ3780
 AJ3780.Superseded values are not recommended for survey control.
 AJ3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3780.See file dsdata.txt to determine how the superseded data were derived.
 AJ3780
 AJ3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7300470454(NAD 83)
 AJ3780_MARKER: I = METAL ROD
 AJ3780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3780_STAMPING: 3FB2 10-1999
 AJ3780_MARK LOGO: MCDOT 
 AJ3780_PROJECTION: FLUSH
 AJ3780_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3780+STABILITY: POSITION/ELEVATION WELL
 AJ3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3780+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AJ3780_ROD/PIPE-DEPTH:  7.0 meters
 AJ3780_SLEEVE-DEPTH  :  0.8 meters
 AJ3780
 AJ3780  HISTORY     - Date     Condition        Report By
 AJ3780  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3780  HISTORY     - 20050208 GOOD             INDIV
 AJ3780
 AJ3780                          STATION DESCRIPTION
 AJ3780
 AJ3780'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3780'THE STATION IS LOCATED APPROXIMATELY 25 MI (40.2 KM) SOUTHWEST OF THE
 AJ3780'CITY OF PHOENIX, 19 MI (30.6 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3780'TOWNSHIP 3 SOUTH, RANGE 1 WEST, SECTION 16
 AJ3780'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3780'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3780'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS WEST THEN
 AJ3780'SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2 MI (16.4
 AJ3780'KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE FOR
 AJ3780'1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH) ONTO
 AJ3780'RAINBOW VALLEY ROAD (PAVEMENT ENDS AFTER CHANDLER HEIGHTS ROAD) AND
 AJ3780'DRIVE FOR 9.5 MI (15.3 KM) TO PATTERSON ROAD, THENCE TURN LEFT (EAST)
 AJ3780'ONTO PATTERSON ROAD AND DRIVE FOR 4.1 MI (6.6 KM) TO A STOP SIGN AT
 AJ3780'BULLARD ROAD, THENCE TURN RIGHT (SOUTH) ONTO BULLARD ROAD AND DRIVE
 AJ3780'FOR 2.8 MI (4.5 KM) TO A DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE
 AJ3780'DIRT ROAD AND DRIVE FOR 0.1 MI (0.2 KM) THROUGH A WASH TO A GATE IN A
 AJ3780'NORTH-SOUTH FENCE LINE, THENCE CONTINUE EAST, PAST THE GATE, FOR 0.4
 AJ3780'MI (0.6 KM) TO ANOTHER DIRT ROAD, THENCE TURN LEFT (NORTH) ONTO THE
 AJ3780'DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO A DIRT ROAD, THENCE TURN RIGHT
 AJ3780'(EAST) ONTO THIS DIRT ROAD AND DRIVE FOR 0.3 MI (0.5 KM) TO ANOTHER
 AJ3780'DIRT ROAD, THENCE TURN LEFT (NORTH) ONTO THIS DIRT ROAD AND DRIVE FOR
 AJ3780'0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT (EAST) SIDE OF THE ROAD,
 AJ3780'JUST BEFORE AN OLD IRRIGATION DITCH
 AJ3780'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3780'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 23 FOOT (7.0 M) STAINLESS
 AJ3780'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3780'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3780'STAMPED 3FB2 10-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3780'GROUND, MARKED BY A WHITE CARSONITE MARKER
 AJ3780'STATION TIES
 AJ3780'THE STATION IS 104 FT (31.7 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3780'6 FT (1.8 M) SOUTH OF THE OLD IRRIGATION DITCH
 AJ3780'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3780'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3780
 AJ3780                          STATION RECOVERY (2005)
 AJ3780
 AJ3780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CFG)
 AJ3780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3752 ***********************************************************************
 AJ3752  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3752  DESIGNATION -  3FD2
 AJ3752  PID         -  AJ3752
 AJ3752  STATE/COUNTY-  AZ/MARICOPA
 AJ3752  USGS QUAD   -  MOBILE NW (1978)
 AJ3752
 AJ3752                         *CURRENT SURVEY CONTROL
 AJ3752  ___________________________________________________________________
 AJ3752* NAD 83(2007)-  33 09 43.62593(N)    112 28 40.12759(W)     ADJUSTED  
 AJ3752* NAVD 88     -       412.70   (meters)    1354.0    (feet)  GPS OBS   
 AJ3752  ___________________________________________________________________
 AJ3752  EPOCH DATE  -        2007.00
 AJ3752  X           -  -2,043,523.189 (meters)                     COMP
 AJ3752  Y           -  -4,938,909.915 (meters)                     COMP
 AJ3752  Z           -   3,469,232.884 (meters)                     COMP
 AJ3752  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AJ3752  ELLIP HEIGHT-         381.936 (meters)          (02/10/07) ADJUSTED
 AJ3752  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AJ3752
 AJ3752  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3752  Type    PID    Designation                      North   East  Ellip
 AJ3752  -------------------------------------------------------------------
 AJ3752  NETWORK AJ3752 3FD2                              0.74   0.69   1.14
 AJ3752  -------------------------------------------------------------------
 AJ3752
 AJ3752.The horizontal coordinates were established by GPS observations
 AJ3752.and adjusted by the National Geodetic Survey in February 2007.
 AJ3752
 AJ3752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3752.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3752.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3752.The epoch date for horizontal control is a decimal equivalence
 AJ3752.of Year/Month/Day.
 AJ3752
 AJ3752.The orthometric height was determined by GPS observations and a
 AJ3752.high-resolution geoid model.
 AJ3752.The orthometric height was determined by GPS observations and a
 AJ3752.high-resolution geoid model using precise GPS observation and
 AJ3752.processing techniques.
 AJ3752
 AJ3752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3752
 AJ3752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3752
 AJ3752.The ellipsoidal height was determined by GPS observations
 AJ3752.and is referenced to NAD 83.
 AJ3752
 AJ3752.The geoid height was determined by GEOID03.
 AJ3752
 AJ3752;                    North         East     Units Scale Factor Converg.
 AJ3752;SPC AZ C     -   239,869.826   161,020.062   MT  0.99993377   -0 18 25.1
 AJ3752;SPC AZ C     -   786,974.49    528,281.04   iFT  0.99993377   -0 18 25.1
 AJ3752;UTM  12      - 3,670,231.891   362,195.686   MT  0.99983414   -0 48 30.6
 AJ3752
 AJ3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3752!SPC AZ C     -   0.99994004  x   0.99993377  =   0.99987381
 AJ3752!UTM  12      -   0.99994004  x   0.99983414  =   0.99977419
 AJ3752
 AJ3752                          SUPERSEDED SURVEY CONTROL
 AJ3752
 AJ3752  NAD 83(1992)-  33 09 43.62512(N)    112 28 40.12716(W) AD(       ) B
 AJ3752  ELLIP H (04/12/01)  381.965  (m)                       GP(       ) 3 2
 AJ3752
 AJ3752.Superseded values are not recommended for survey control.
 AJ3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3752.See file dsdata.txt to determine how the superseded data were derived.
 AJ3752
 AJ3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6219670232(NAD 83)
 AJ3752_MARKER: I = METAL ROD
 AJ3752_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3752+WITH SETTING: INFORMATION.
 AJ3752_STAMPING: 3FD2 2000
 AJ3752_MARK LOGO: MCDOT 
 AJ3752_PROJECTION: FLUSH
 AJ3752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3752+STABILITY: POSITION/ELEVATION WELL
 AJ3752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3752+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3752_ROD/PIPE-DEPTH:  2.4 meters
 AJ3752_SLEEVE-DEPTH  :  0.8 meters
 AJ3752
 AJ3752  HISTORY     - Date     Condition        Report By
 AJ3752  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3752
 AJ3752                          STATION DESCRIPTION
 AJ3752
 AJ3752'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3752'THE STATION IS LOCATED APPROXIMATELY 30 MI (48.3 KM) WEST OF THE CITY
 AJ3752'OF PHOENIX, 15.5 MI (24.9 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3752'TOWNSHIP 3 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3752'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3752'TO REACH THE STATION FORM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3752'AND JACKRABBIT TRAIL (VEERS SOUTHWEST AND SOUTH AGAIN AT THE GILA
 AJ3752'RIVER BECOMING TUTHILL ROAD) FOR 10.2 MI (16.4 KM) TO RAY ROAD, THENCE
 AJ3752'TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO
 AJ3752'RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH) ONTO RAINBOW VALLEY
 AJ3752'ROAD AND DRIVE 7.5 MI (12.1 KM) TO RIGGS ROAD, THENCE TURN RIGHT
 AJ3752'(WEST) ONTO RIGGS ROAD AND DRIVE 1.0 MI (1.6 KM) TO A DIRT ROAD,
 AJ3752'THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD (EL PASO NATURAL GAS
 AJ3752'COMPANY PIPELINE ROAD) AND DRIVE 2.1 MI (3.4 KM) TO A FORK IN THE
 AJ3752'ROAD, THENCE TAKE THE RIGHT FORK TO ANOTHER SECTION OF THE EL PASO
 AJ3752'NATURAL GAS COMPANY ROAD, THENCE TURN RIGHT (NORTHWEST) ONTO THE
 AJ3752'PIPELINE ROAD AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3752'THE LEFT (SOUTH) SIDE OF THE PIPELINE ROAD, THENCE TURN LEFT (SOUTH)
 AJ3752'ONTO THE DIRT ROAD AND DRIVE SOUTHEASTERLY FOR 2.35 MI (3.78 KM) TO
 AJ3752'THE STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3752'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3752'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3752'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3752'ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED
 AJ3752'3FD2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3752'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3752'STATION TIES
 AJ3752'STATION IS 15 FT (4.6 M) WEST NORTHWEST OF A BUREAU OF LAND MANAGEMENT
 AJ3752'BRASS CAP
 AJ3752'15 FEET (4.6 M) NORTH OF A WILDERNESS AREA CARSONITE MARKER
 AJ3752'10 FT (3.0 M) EAST OF THE DIRT ROAD
 AJ3752'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3752'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3751 ***********************************************************************
 AJ3751  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3751  DESIGNATION -  3FF2
 AJ3751  PID         -  AJ3751
 AJ3751  STATE/COUNTY-  AZ/MARICOPA
 AJ3751  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3751
 AJ3751                         *CURRENT SURVEY CONTROL
 AJ3751  ___________________________________________________________________
 AJ3751* NAD 83(2007)-  33 09 39.25509(N)    112 33 41.98855(W)     ADJUSTED  
 AJ3751* NAVD 88     -       408.23   (meters)    1339.3    (feet)  GPS OBS   
 AJ3751  ___________________________________________________________________
 AJ3751  EPOCH DATE  -        2007.00
 AJ3751  X           -  -2,050,775.695 (meters)                     COMP
 AJ3751  Y           -  -4,935,978.471 (meters)                     COMP
 AJ3751  Z           -   3,469,117.635 (meters)                     COMP
 AJ3751  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AJ3751  ELLIP HEIGHT-         377.333 (meters)          (02/10/07) ADJUSTED
 AJ3751  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AJ3751
 AJ3751  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3751  Type    PID    Designation                      North   East  Ellip
 AJ3751  -------------------------------------------------------------------
 AJ3751  NETWORK AJ3751 3FF2                              0.67   0.59   1.02
 AJ3751  -------------------------------------------------------------------
 AJ3751
 AJ3751.The horizontal coordinates were established by GPS observations
 AJ3751.and adjusted by the National Geodetic Survey in February 2007.
 AJ3751
 AJ3751.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3751.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3751.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3751.The epoch date for horizontal control is a decimal equivalence
 AJ3751.of Year/Month/Day.
 AJ3751
 AJ3751.The orthometric height was determined by GPS observations and a
 AJ3751.high-resolution geoid model.
 AJ3751.The orthometric height was determined by GPS observations and a
 AJ3751.high-resolution geoid model using precise GPS observation and
 AJ3751.processing techniques.
 AJ3751
 AJ3751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3751
 AJ3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3751
 AJ3751.The ellipsoidal height was determined by GPS observations
 AJ3751.and is referenced to NAD 83.
 AJ3751
 AJ3751.The geoid height was determined by GEOID03.
 AJ3751
 AJ3751;                    North         East     Units Scale Factor Converg.
 AJ3751;SPC AZ C     -   239,780.213   153,198.125   MT  0.99994461   -0 21 10.1
 AJ3751;SPC AZ C     -   786,680.49    502,618.52   iFT  0.99994461   -0 21 10.1
 AJ3751;UTM  12      - 3,670,210.754   354,373.979   MT  0.99986147   -0 51 15.7
 AJ3751
 AJ3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3751!SPC AZ C     -   0.99994076  x   0.99994461  =   0.99988538
 AJ3751!UTM  12      -   0.99994076  x   0.99986147  =   0.99980224
 AJ3751
 AJ3751                          SUPERSEDED SURVEY CONTROL
 AJ3751
 AJ3751  NAD 83(1992)-  33 09 39.25426(N)    112 33 41.98816(W) AD(       ) B
 AJ3751  ELLIP H (04/12/01)  377.364  (m)                       GP(       ) 3 2
 AJ3751
 AJ3751.Superseded values are not recommended for survey control.
 AJ3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3751.See file dsdata.txt to determine how the superseded data were derived.
 AJ3751
 AJ3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5437470211(NAD 83)
 AJ3751_MARKER: I = METAL ROD
 AJ3751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3751+WITH SETTING: INFORMATION.
 AJ3751_STAMPING: 3FF2 2000
 AJ3751_MARK LOGO: MCDOT 
 AJ3751_PROJECTION: FLUSH
 AJ3751_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3751+STABILITY: POSITION/ELEVATION WELL
 AJ3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3751+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3751_ROD/PIPE-DEPTH:  1.8 meters
 AJ3751_SLEEVE-DEPTH  :  0.8 meters
 AJ3751
 AJ3751  HISTORY     - Date     Condition        Report By
 AJ3751  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3751
 AJ3751                          STATION DESCRIPTION
 AJ3751
 AJ3751'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3751'THE STATION IS LOCATED APPROXIMATELY 34 MI (54.7 KM) WEST OF THE CITY
 AJ3751'OF PHOENIX, 14.5 MI (23.3 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 3
 AJ3751'SOUTH, RANGE 3 WEST, SECTION 15
 AJ3751'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3751'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3751'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHEAST
 AJ3751'AND THEN SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2
 AJ3751'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3751'DRIVE FOR 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3751'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3751'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD (DIRT) AND DRIVE
 AJ3751'FOR 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD PARALLELING THE EL PASO
 AJ3751'NATURAL GAS COMPANY PIPELINE, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3751'PIPELINE ROAD AND DRIVE 2.1 MI (3.4 KM) TO A FORK IN THE ROAD, THENCE
 AJ3751'TAKE THE RIGHT FORK ONTO ANOTHER SECTION OF THE EL PASO NATURAL GAS
 AJ3751'COMPANY PIPELINE ROAD AND DRIVE NORTHEAST ON THE PIPELINE ROAD FOR
 AJ3751'4.85 MI (7.81 KM) TO AN UNMARKED DIRT TRAIL SOUTH, THENCE TURN LEFT
 AJ3751'(SOUTH) ONTO THE TRAIL AND DRIVE FOR 1.6 MI (2.6 KM) TO A CATTLE
 AJ3751'GUARD, THENCE CONTINUE SOUTH OVER THE CATTLE GUARD FOR 2.6 MI (4.2 KM)
 AJ3751'TO THE STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3751'MONUMENT DESCRIPTION- THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3751'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS
 AJ3751'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3751'ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED
 AJ3751'3FF2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3751'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3751'STATION TIES
 AJ3751'STATION IS 150 FT (45.7 M) EAST OF THE CENTERLINE OF THE TRAIL
 AJ3751'0.7 MI (1.1 KM) NORTHEAST OF DIRT ROAD INTERSECTION 3.3 MI SOUTHWEST
 AJ3751'OF CATTLE GUARD MENTIONED IN TO REACH DESCRIPTION
 AJ3751'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3751'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3771 ***********************************************************************
 AJ3771  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3771  DESIGNATION -  3FHI
 AJ3771  PID         -  AJ3771
 AJ3771  STATE/COUNTY-  AZ/MARICOPA
 AJ3771  USGS QUAD   -  COTTON CENTER NW (1973)
 AJ3771
 AJ3771                         *CURRENT SURVEY CONTROL
 AJ3771  ___________________________________________________________________
 AJ3771* NAD 83(2007)-  33 09 34.83555(N)    112 40 54.84104(W)     ADJUSTED  
 AJ3771* NAVD 88     -       227.61   (meters)     746.8    (feet)  GPS OBS   
 AJ3771  ___________________________________________________________________
 AJ3771  EPOCH DATE  -        2007.00
 AJ3771  X           -  -2,061,099.788 (meters)                     COMP
 AJ3771  Y           -  -4,931,592.996 (meters)                     COMP
 AJ3771  Z           -   3,468,904.706 (meters)                     COMP
 AJ3771  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3771  ELLIP HEIGHT-         196.446 (meters)          (09/24/08) ADJUSTED
 AJ3771  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AJ3771  HORZ ORDER  -  A
 AJ3771  ELLP ORDER  -  SECOND    CLASS I
 AJ3771
 AJ3771.The horizontal coordinates were established by GPS observations
 AJ3771.and adjusted by the National Geodetic Survey in September 2008.
 AJ3771
 AJ3771.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3771.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3771.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3771.The epoch date for horizontal control is a decimal equivalence
 AJ3771.of Year/Month/Day.
 AJ3771
 AJ3771.The orthometric height was determined by GPS observations and a
 AJ3771.high-resolution geoid model.
 AJ3771.The orthometric height was determined by GPS observations and a
 AJ3771.high-resolution geoid model using precise GPS observation and
 AJ3771.processing techniques.
 AJ3771
 AJ3771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3771
 AJ3771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3771
 AJ3771.The ellipsoidal height was determined by GPS observations
 AJ3771.and is referenced to NAD 83.
 AJ3771
 AJ3771.The geoid height was determined by GEOID03.
 AJ3771
 AJ3771;                    North         East     Units Scale Factor Converg.
 AJ3771;SPC AZ C     -   239,719.568   141,981.831   MT  0.99996280   -0 25 06.9
 AJ3771;SPC AZ C     -   786,481.52    465,819.66   iFT  0.99996280   -0 25 06.9
 AJ3771;UTM  12      - 3,670,248.292   343,158.384   MT  0.99990330   -0 55 12.5
 AJ3771
 AJ3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3771!SPC AZ C     -   0.99996916  x   0.99996280  =   0.99993196
 AJ3771!UTM  12      -   0.99996916  x   0.99990330  =   0.99987246
 AJ3771
 AJ3771                          SUPERSEDED SURVEY CONTROL
 AJ3771
 AJ3771  NAD 83(2007)-  33 09 34.83563(N)    112 40 54.84035(W) AD(2007.00) 0
 AJ3771  ELLIP H (02/10/07)  196.462  (m)                       GP(2007.00)    
 AJ3771  NAD 83(1992)-  33 09 34.83479(N)    112 40 54.84004(W) AD(       ) B
 AJ3771  ELLIP H (04/12/01)  196.492  (m)                       GP(       ) 3 2
 AJ3771
 AJ3771.Superseded values are not recommended for survey control.
 AJ3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3771.See file dsdata.txt to determine how the superseded data were derived.
 AJ3771
 AJ3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4315870248(NAD 83)
 AJ3771_MARKER: F = FLANGE-ENCASED ROD
 AJ3771_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3771_STAMPING: 3FH1 1999
 AJ3771_MARK LOGO: MCDOT 
 AJ3771_PROJECTION: FLUSH
 AJ3771_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3771+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 AJ3771_ROD/PIPE-DEPTH:  8.1 meters
 AJ3771_SLEEVE-DEPTH  :  0.8 meters
 AJ3771
 AJ3771  HISTORY     - Date     Condition        Report By
 AJ3771  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3771  HISTORY     - 20060116 GOOD             NGS
 AJ3771  HISTORY     - 20060128 GOOD             USPSQD
 AJ3771  HISTORY     - 20060128 GOOD             USPSQD
 AJ3771  HISTORY     - 20070417 GOOD             GEOCAC
 AJ3771  HISTORY     - 20070517 GOOD             MCDOT
 AJ3771
 AJ3771                          STATION DESCRIPTION
 AJ3771
 AJ3771'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3771'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) SOUTHWEST OF THE
 AJ3771'CITY OF PHOENIX, 15 MI (24.1 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3771'BUCKEYE, TOWNSHIP 3 SOUTH, RANGE 4 WEST, SECTION 21
 AJ3771'OWNERSHIP-OLD U.S.  HIGHWAY 80 RIGHT-OF-WAY
 AJ3771'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3771'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 16.5 MI (26.6
 AJ3771'KM) TO MILE POST 138, THENCE CONTINUE ON STATE ROUTE 85 FOR 0.2 MI
 AJ3771'(0.3 KM) TO PATTERSON ROAD, THENCE TURN RIGHT (WEST) ONTO PATTERSON
 AJ3771'ROAD AND DRIVE 3.2 MI (5.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT
 AJ3771'(SOUTH) ONTO OLD HIGHWAY 80 AND DRIVE FOR 1.8 MI (2.9 KM) TO A COTTON
 AJ3771'GIN ON THE RIGHT (WEST) SIDE OF THE ROAD, THENCE CONTINUE SOUTH ON OLD
 AJ3771'HIGHWAY 80 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT (WEST) SIDE
 AJ3771'OF THE ROAD
 AJ3771'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3771'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 26.5 FOOT (8.1 M) STAINLESS
 AJ3771'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3771'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3771'COVER, STAMPED 3FH1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3771'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3771'STATION TIES
 AJ3771'THE STATION IS 58.5 FT (17.8 M) WEST OF OLD HIGHWAY 80
 AJ3771'45 FT (13.7 M) SOUTH OF THE CENTERLINE OF A DIRT DITCH
 AJ3771'13.3 FT (4.1 M) EAST NORTHEAST OF THE CENTERLINE OF A CONCRETE DITCH
 AJ3771'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3771'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3771
 AJ3771                          STATION RECOVERY (2006)
 AJ3771
 AJ3771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3771'RECOVERED AS DESCRIBED.
 AJ3771
 AJ3771                          STATION RECOVERY (2006)
 AJ3771
 AJ3771'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3771'RECOVERED AS DESCRIBED.
 AJ3771
 AJ3771                          STATION RECOVERY (2006)
 AJ3771
 AJ3771'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3771'RECOVERED AS DESCRIBED.
 AJ3771
 AJ3771                          STATION RECOVERY (2007)
 AJ3771
 AJ3771'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3771'RECOVERED IN GOOD CONDITION.
 AJ3771
 AJ3771                          STATION RECOVERY (2007)
 AJ3771
 AJ3771'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3771'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3800 ***********************************************************************
 AJ3800  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3800  DESIGNATION -  3FJ5
 AJ3800  PID         -  AJ3800
 AJ3800  STATE/COUNTY-  AZ/MARICOPA
 AJ3800  USGS QUAD   -  SPRING MTN (1978)
 AJ3800
 AJ3800                         *CURRENT SURVEY CONTROL
 AJ3800  ___________________________________________________________________
 AJ3800* NAD 83(2007)-  33 09 51.44798(N)    112 46 02.68643(W)     ADJUSTED  
 AJ3800* NAVD 88     -       304.32   (meters)     998.4    (feet)  GPS OBS   
 AJ3800  ___________________________________________________________________
 AJ3800  EPOCH DATE  -        2007.00
 AJ3800  X           -  -2,068,374.285 (meters)                     COMP
 AJ3800  Y           -  -4,928,312.426 (meters)                     COMP
 AJ3800  Z           -   3,469,375.116 (meters)                     COMP
 AJ3800  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AJ3800  ELLIP HEIGHT-         273.157 (meters)          (02/10/07) ADJUSTED
 AJ3800  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AJ3800
 AJ3800  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3800  Type    PID    Designation                      North   East  Ellip
 AJ3800  -------------------------------------------------------------------
 AJ3800  NETWORK AJ3800 3FJ5                              0.78   0.71   1.14
 AJ3800  -------------------------------------------------------------------
 AJ3800
 AJ3800.The horizontal coordinates were established by GPS observations
 AJ3800.and adjusted by the National Geodetic Survey in February 2007.
 AJ3800
 AJ3800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3800.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3800.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3800.The epoch date for horizontal control is a decimal equivalence
 AJ3800.of Year/Month/Day.
 AJ3800
 AJ3800.The orthometric height was determined by GPS observations and a
 AJ3800.high-resolution geoid model.
 AJ3800.The orthometric height was determined by GPS observations and a
 AJ3800.high-resolution geoid model using precise GPS observation and
 AJ3800.processing techniques.
 AJ3800
 AJ3800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3800
 AJ3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3800
 AJ3800.The ellipsoidal height was determined by GPS observations
 AJ3800.and is referenced to NAD 83.
 AJ3800
 AJ3800.The geoid height was determined by GEOID03.
 AJ3800
 AJ3800;                    North         East     Units Scale Factor Converg.
 AJ3800;SPC AZ C     -   240,292.859   134,009.462   MT  0.99997761   -0 27 55.5
 AJ3800;SPC AZ C     -   788,362.40    439,663.59   iFT  0.99997761   -0 27 55.5
 AJ3800;UTM  12      - 3,670,891.323   335,191.747   MT  0.99993490   -0 58 01.4
 AJ3800
 AJ3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3800!SPC AZ C     -   0.99995712  x   0.99997761  =   0.99993473
 AJ3800!UTM  12      -   0.99995712  x   0.99993490  =   0.99989202
 AJ3800
 AJ3800                          SUPERSEDED SURVEY CONTROL
 AJ3800
 AJ3800  NAD 83(1992)-  33 09 51.44713(N)    112 46 02.68619(W) AD(       ) B
 AJ3800  ELLIP H (04/12/01)  273.191  (m)                       GP(       ) 3 2
 AJ3800
 AJ3800.Superseded values are not recommended for survey control.
 AJ3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3800.See file dsdata.txt to determine how the superseded data were derived.
 AJ3800
 AJ3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3519270891(NAD 83)
 AJ3800_MARKER: DD = SURVEY DISK
 AJ3800_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3800_STAMPING: 3FJ5 1999
 AJ3800_MARK LOGO: MCDOT 
 AJ3800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3800+STABILITY: POSITION/ELEVATION WELL
 AJ3800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3800+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3800
 AJ3800  HISTORY     - Date     Condition        Report By
 AJ3800  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3800
 AJ3800                          STATION DESCRIPTION
 AJ3800
 AJ3800'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3800'THE STATION IS LOCATED APPROXIMATELY 44 MI (70.8 KM) WEST OF THE CITY
 AJ3800'OF PHOENIX, 18 MI (29.0 KM) SOUTHWEST OF THE TOWN OF BUCKEYE, TOWNSHIP
 AJ3800'3 SOUTH, RANGE 5 WEST, SECTION 15
 AJ3800'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3800'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3800'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 16.5 MI (26.6
 AJ3800'KM) TO MILE POST 138, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.2
 AJ3800'MI (0.3 KM) TO PATTERSON ROAD, THENCE TURN RIGHT (WEST) ONTO PATTERSON
 AJ3800'ROAD AND DRIVE FOR 3.2 MI (5.1 KM) TO OLD HIGHWAY 80, THENCE TURN
 AJ3800'RIGHT (NORTH) ONTO OLD HIGHWAY 80 AND DRIVE 5.1 MI (8.2 KM) TO THE
 AJ3800'CENTERLINE OF A BRIDGE OVER THE GILA RIVER, WHERE OLD HIGHWAY 80
 AJ3800'BEGINS TO HEAD WEST, THENCE CONTINUE ACROSS THE BRIDGE FOR 0.1 MI (0.2
 AJ3800'KM) TO ENTERPRISE ROAD, THENCE TURN LEFT (SOUTH) ONTO ENTERPRISE AND
 AJ3800'DRIVE SOUTHEASTERLY FOR 2.0 MI (3.2 KM) TO A DIRT ROAD LEADING TO A
 AJ3800'FARM HOUSE ON THE RIGHT, THENCE CONTINUE ON ENTERPRISE ROAD FOR 0.2 MI
 AJ3800'(0.3 KM) TO ANOTHER DIRT ROAD RIGHT, THENCE CONTINUE ON ENTERPRISE
 AJ3800'ROAD SOUTHEASTERLY FOR 0.4 MI (0.6 KM) TO A WELL ON THE LEFT (EAST)
 AJ3800'SIDE OF THE ROAD, THENCE CONTINUE SOUTHEASTERLY ON ENTERPRISE ROAD FOR
 AJ3800'1.1 MI (1.8 KM) TO A WASH CROSSING THE ROAD, THENCE CONTINUE PAST THE
 AJ3800'WASH FOR 0.1 MI (0.2 KM) TO ANOTHER WASH, THENCE CONTINUE PAST THE
 AJ3800'SECOND WASH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH ANOTHER DIRT
 AJ3800'ROAD AND A GATED FENCE ON THE LEFT (EAST) SIDE OF THE ROAD, THENCE
 AJ3800'TURN RIGHT (SOUTHWEST) ONTO THE DIRT ROAD AND DRIVE FOR 0.1 MI (0.2
 AJ3800'KM) TO OVERHEAD POWER LINES, THENCE CONTINUE SOUTHWEST, PASSING UNDER
 AJ3800'THE POWER LINES, FOR 0.3 MI (0.5 KM) TO A WASH, THENCE PASS THROUGH
 AJ3800'THE WASH AND DRIVE FOR 0.4 MI (0.6 KM) TO A DIRT ROAD RIGHT AND THE
 AJ3800'WASH AGAIN, THENCE CONTINUE SOUTHWEST, IN THE WASH FOR 250 FT (76.2 M)
 AJ3800'BEFORE RETURNING TO THE ROAD, THENCE CONTINUE SOUTHWEST ON THE ROAD
 AJ3800'FOR 0.2 MI (0.3 KM) TO A CROSSING OF THE WASH AGAIN, THENCE PASS
 AJ3800'THROUGH THE WASH AND CONTINUE ON THE DIRT ROAD FOR 0.8 MI (1.3 KM) TO
 AJ3800'A DIRT ROAD RIGHT, THENCE CONTINUE PAST THE DIRT ROAD FOR 0.1 MI (0.2
 AJ3800'KM) TO THE END OF TRUCK TRAVEL AND THE STATION ON THE LEFT (SOUTHEAST)
 AJ3800'SIDE OF THE ROAD, ACROSS THE WASH ON A HILL, THENCE MAKE THE 5 MINUTE
 AJ3800'PACK UP THE HILL TO THE STATION
 AJ3800'MONUMENT DESCRIPTION- THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3800'COUNTY D.O.T.  BRASS DISK, STAMPED 1999, SET IN A ROCK OUTCROP
 AJ3800'STATION TIES
 AJ3800'THE STATION IS 3 FT (0.9 M) SOUTH OF THE CARSONITE MARKER
 AJ3800'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3800'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3942 ***********************************************************************
 AJ3942  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3942  DESIGNATION -  3FL5
 AJ3942  PID         -  AJ3942
 AJ3942  STATE/COUNTY-  AZ/MARICOPA
 AJ3942  USGS QUAD   -  SPRING MTN (1978)
 AJ3942
 AJ3942                         *CURRENT SURVEY CONTROL
 AJ3942  ___________________________________________________________________
 AJ3942* NAD 83(2007)-  33 12 08.79348(N)    112 52 01.84929(W)     ADJUSTED  
 AJ3942* NAVD 88     -       333.81   (meters)    1095.2    (feet)  GPS OBS   
 AJ3942  ___________________________________________________________________
 AJ3942  EPOCH DATE  -        2007.00
 AJ3942  X           -  -2,076,062.296 (meters)                     COMP
 AJ3942  Y           -  -4,922,592.171 (meters)                     COMP
 AJ3942  Z           -   3,472,932.716 (meters)                     COMP
 AJ3942  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AJ3942  ELLIP HEIGHT-         302.695 (meters)          (02/10/07) ADJUSTED
 AJ3942  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AJ3942
 AJ3942  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3942  Type    PID    Designation                      North   East  Ellip
 AJ3942  -------------------------------------------------------------------
 AJ3942  NETWORK AJ3942 3FL5                              0.63   0.59   0.98
 AJ3942  -------------------------------------------------------------------
 AJ3942
 AJ3942.The horizontal coordinates were established by GPS observations
 AJ3942.and adjusted by the National Geodetic Survey in February 2007.
 AJ3942
 AJ3942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3942.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3942.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3942.The epoch date for horizontal control is a decimal equivalence
 AJ3942.of Year/Month/Day.
 AJ3942
 AJ3942.The orthometric height was determined by GPS observations and a
 AJ3942.high-resolution geoid model.
 AJ3942.The orthometric height was determined by GPS observations and a
 AJ3942.high-resolution geoid model using precise GPS observation and
 AJ3942.processing techniques.
 AJ3942
 AJ3942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3942
 AJ3942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3942
 AJ3942.The ellipsoidal height was determined by GPS observations
 AJ3942.and is referenced to NAD 83.
 AJ3942
 AJ3942.The geoid height was determined by GEOID03.
 AJ3942
 AJ3942;                    North         East     Units Scale Factor Converg.
 AJ3942;SPC AZ C     -   244,603.997   124,742.076   MT  0.99999679   -0 31 13.9
 AJ3942;SPC AZ C     -   802,506.55    409,258.78   iFT  0.99999679   -0 31 13.9
 AJ3942;UTM  12      - 3,675,283.333   325,962.787   MT  0.99997346   -1 01 21.8
 AJ3942
 AJ3942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3942!SPC AZ C     -   0.99995248  x   0.99999679  =   0.99994927
 AJ3942!UTM  12      -   0.99995248  x   0.99997346  =   0.99992594
 AJ3942
 AJ3942                          SUPERSEDED SURVEY CONTROL
 AJ3942
 AJ3942  NAD 83(1992)-  33 12 08.79263(N)    112 52 01.84907(W) AD(       ) B
 AJ3942  ELLIP H (04/12/01)  302.727  (m)                       GP(       ) 3 2
 AJ3942
 AJ3942.Superseded values are not recommended for survey control.
 AJ3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3942.See file dsdata.txt to determine how the superseded data were derived.
 AJ3942
 AJ3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2596375283(NAD 83)
 AJ3942_MARKER: I = METAL ROD
 AJ3942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3942_STAMPING: 3FL5 1999
 AJ3942_MARK LOGO: MCDOT 
 AJ3942_PROJECTION: FLUSH
 AJ3942_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3942+STABILITY: POSITION/ELEVATION WELL
 AJ3942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3942+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3942_ROD/PIPE-DEPTH:  3.1 meters
 AJ3942_SLEEVE-DEPTH  :  0.8 meters
 AJ3942
 AJ3942  HISTORY     - Date     Condition        Report By
 AJ3942  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3942
 AJ3942                          STATION DESCRIPTION
 AJ3942
 AJ3942'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3942'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF THE TOWN
 AJ3942'OF ARLINGTON, TOWNSHIP 03 SOUTH, RANGE 06 WEST
 AJ3942'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3942'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3942'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3942'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3942'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3942'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3942'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE SOUTHWEST FOR 0.1 TO A Y
 AJ3942'IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTHWEST ON DIRT ROAD FOR
 AJ3942'0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE
 AJ3942'SOUTH ON DIRT ROAD FOR 0.2 MI (0.3 KM) TO A Y IN THE ROAD (GILA
 AJ3942'COMPRESSOR STATION IS LOCATED ON YOUR LEFT (EAST) ), THENCE VEER RIGHT
 AJ3942'AND CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO OVERHEAD
 AJ3942'POWER LINES BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE SOUTHWEST
 AJ3942'ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3942'(EAST) , THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.7 MI (1.1 KM) TO
 AJ3942'A Y IN THE ROAD, THENCE VEER RIGHT AND CONTINUE SOUTHWEST ON DIRT ROAD
 AJ3942'FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTHEAST)
 AJ3942', THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 1.4 MI (2.3 KM) TO AN
 AJ3942'UNMARKED DIRT ROAD ON YOUR LEFT (SOUTHEAST) , THENCE CONTINUE
 AJ3942'SOUTHWEST ON DIRT ROAD FOR 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3942'YOUR RIGHT (NORTHWEST) , THENCE CONTINUE SOUTHWESTERLY ON DIRT ROAD
 AJ3942'FOR 0.2 MI (0.3 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE
 AJ3942'SOUTHWESTERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO AN
 AJ3942'UNMARKED DIRT ROAD ON YOUR LEFT (SOUTHEAST) , THENCE CONTINUE
 AJ3942'SOUTHWESTERLY ON DIRT ROAD FOR 1.0 MI (1.6 KM) TO THE STATION ON YOUR
 AJ3942'RIGHT (WELL AND WINDMILL ARE LOCATED 0.1 MI (0.2 KM) TO THE
 AJ3942'WEST-SOUTHWEST) , PARK AT THIS LOCATION AND HIKE NORTH 250 FT (76.2 M)
 AJ3942'TO THE TOP OF SMALL HILL AND STATION AS DESCRIBED
 AJ3942'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3942'COMPRESSED ON A 10.2 FT (3.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3942'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3942'WITH A COUNTY LOGO ACCESS COVER STAMPED 3FL5 1999, SURROUNDED WITH A
 AJ3942'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3942'MARKER
 AJ3942'STATION TIES
 AJ3942'250 FT (76.2 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3942'4.4 FT (1.3 M) SOUTH OF CARSONITE WITNESS POST
 AJ3942'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3942'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3945 ***********************************************************************
 AJ3945  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3945  DESIGNATION -  3FN5
 AJ3945  PID         -  AJ3945
 AJ3945  STATE/COUNTY-  AZ/MARICOPA
 AJ3945  USGS QUAD   -  WOOLSEY PEAK (1973)
 AJ3945
 AJ3945                         *CURRENT SURVEY CONTROL
 AJ3945  ___________________________________________________________________
 AJ3945* NAD 83(2007)-  33 10 21.40747(N)    112 58 23.40857(W)     ADJUSTED  
 AJ3945* NAVD 88     -       332.19   (meters)    1089.9    (feet)  GPS OBS   
 AJ3945  ___________________________________________________________________
 AJ3945  EPOCH DATE  -        2007.00
 AJ3945  X           -  -2,085,871.073 (meters)                     COMP
 AJ3945  Y           -  -4,920,409.379 (meters)                     COMP
 AJ3945  Z           -   3,470,162.964 (meters)                     COMP
 AJ3945  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AJ3945  ELLIP HEIGHT-         300.972 (meters)          (02/10/07) ADJUSTED
 AJ3945  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AJ3945
 AJ3945  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3945  Type    PID    Designation                      North   East  Ellip
 AJ3945  -------------------------------------------------------------------
 AJ3945  NETWORK AJ3945 3FN5                              0.65   0.59   1.00
 AJ3945  -------------------------------------------------------------------
 AJ3945
 AJ3945.The horizontal coordinates were established by GPS observations
 AJ3945.and adjusted by the National Geodetic Survey in February 2007.
 AJ3945
 AJ3945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3945.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3945.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3945.The epoch date for horizontal control is a decimal equivalence
 AJ3945.of Year/Month/Day.
 AJ3945
 AJ3945.The orthometric height was determined by GPS observations and a
 AJ3945.high-resolution geoid model.
 AJ3945.The orthometric height was determined by GPS observations and a
 AJ3945.high-resolution geoid model using precise GPS observation and
 AJ3945.processing techniques.
 AJ3945
 AJ3945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3945
 AJ3945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3945
 AJ3945.The ellipsoidal height was determined by GPS observations
 AJ3945.and is referenced to NAD 83.
 AJ3945
 AJ3945.The geoid height was determined by GEOID03.
 AJ3945
 AJ3945;                    North         East     Units Scale Factor Converg.
 AJ3945;SPC AZ C     -   241,390.569   114,826.756   MT  1.00001967   -0 34 41.3
 AJ3945;SPC AZ C     -   791,963.81    376,728.20   iFT  1.00001967   -0 34 41.3
 AJ3945;UTM  12      - 3,672,156.942   316,019.820   MT  1.00001735   -1 04 47.8
 AJ3945
 AJ3945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3945!SPC AZ C     -   0.99995275  x   1.00001967  =   0.99997242
 AJ3945!UTM  12      -   0.99995275  x   1.00001735  =   0.99997010
 AJ3945
 AJ3945                          SUPERSEDED SURVEY CONTROL
 AJ3945
 AJ3945  NAD 83(1992)-  33 10 21.40662(N)    112 58 23.40841(W) AD(       ) B
 AJ3945  ELLIP H (04/12/01)  301.008  (m)                       GP(       ) 3 2
 AJ3945
 AJ3945.Superseded values are not recommended for survey control.
 AJ3945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3945.See file dsdata.txt to determine how the superseded data were derived.
 AJ3945
 AJ3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1602072157(NAD 83)
 AJ3945_MARKER: DD = SURVEY DISK
 AJ3945_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3945_STAMPING: 3FN5 1999
 AJ3945_MARK LOGO: MCDOT 
 AJ3945_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3945+STABILITY: POSITION/ELEVATION WELL
 AJ3945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3945+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3945
 AJ3945  HISTORY     - Date     Condition        Report By
 AJ3945  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3945
 AJ3945                          STATION DESCRIPTION
 AJ3945
 AJ3945'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3945'THE STATION IS LOCATED ABOUT 16.5 MI (26.6 KM) SOUTHWEST OF THE TOWN
 AJ3945'OF ARLINGTON, TOWNSHIP 03 SOUTH, RANGE 07 WEST
 AJ3945'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3945'TO REACH THE STATION FROM THE INTERSECTION OF OLD U.S.  HIGHWAY 80 AND
 AJ3945'AGUA CALIENTE ROAD, DRIVE WEST-SOUTHWEST ON AGUA CALIENTE ROAD FOR 0.6
 AJ3945'MI (1.0 KM) TO A Y IN THE ROAD AND END OF PAVEMENT, THENCE VEER RIGHT
 AJ3945'AND CONTINUE NORTHWEST ON AGUA CALIENTE ROAD (A GRADED DIRT ROAD) FOR
 AJ3945'0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3945'CONTINUE NORTHWESTERLY ON AGUA CALIENTE ROAD FOR 1.8 MI (2.9 KM) TO AN
 AJ3945'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST (DIRT ROAD RUNS
 AJ3945'ALONG AN EL PASO NATURAL GAS PIPELINE) , THENCE CONTINUE WESTERLY ON
 AJ3945'AGUA CALIENTE ROAD FOR 0.2 MI (0.3 KM) TO OVERHEAD POWER LINES BEARING
 AJ3945'NORTHWEST AND SOUTHEAST, THENCE CONTINUE WESTERLY ON AGUA CALIENTE
 AJ3945'ROAD FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH)
 AJ3945', THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 2.2 MI (3.5 KM)
 AJ3945'TO A CATTLE GUARD AND BARBED WIRE FENCE BEARING NORTH AND SOUTH,
 AJ3945'THENCE CONTINUE WESTERLY ON AGUA CALIENTE ROAD FOR 0.3 MI (0.5 KM) TO
 AJ3945'A BEND IN AGUA CALIENTE ROAD TO THE NORTH AND AN UNMARKED DIRT ROAD TO
 AJ3945'THE WEST, THENCE CONTINUE WESTERLY ON UNMARKED DIRT ROAD FOR 0.7 MI
 AJ3945'(1.1 KM) TO A UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) SIDE (DO NOT
 AJ3945'TAKE), THENCE VEER LEFT (NORTHWEST) AND DRIVE FOR 0.2 MI (0.3 KM) TO
 AJ3945'AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) AND A BEND IN DIRT ROAD TO
 AJ3945'THE SOUTH, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.5 MI (0.8 KM)
 AJ3945'TO A CORRAL, WINDMILL AND WATER TANK ON RIGHT (WEST) SIDE OF DIRT
 AJ3945'ROAD, THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN
 AJ3945'UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) , THENCE CONTINUE SOUTHERLY ON
 AJ3945'DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3945'(EAST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO
 AJ3945'AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY
 AJ3945'ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A WASH BEARING EAST AND WEST,
 AJ3945'THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5
 AJ3945'KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTHERLY ON DIRT
 AJ3945'ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO A WASH BEARING NORTHWEST AND
 AJ3945'SOUTHEAST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.2
 AJ3945'MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) AND A JEEP
 AJ3945'TRAIL ON YOUR RIGHT (WEST) , THENCE CONTINUE SOUTHERLY ON DIRT ROAD
 AJ3945'FOR 0.5 MI (0.8 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (EAST) ,
 AJ3945'THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO AN
 AJ3945'UNMARKED DIRT ROAD ON YOUR LEFT (EAST) , THENCE CONTINUE SOUTHERLY ON
 AJ3945'DIRT ROAD FOR 1.1 MI (1.8 KM) TO AN WASH RUNNING NORTHWEST TO
 AJ3945'SOUTHEAST , THENCE CONTINUE SOUTHERLY ON DIRT ROAD FOR 0.1 MI (  ) TO
 AJ3945'A UNMARKED DIRT ROAD ON THE LEFT (EAST) HEADING NORTHEAST, THENCE
 AJ3945'CONTINUE SOUTH FOR 0.4 MI () TO A WASH RUNNING NORTHWEST AND
 AJ3945'SOUTHEAST, THENCE CONTINUE SOUTHERLY ON UNMARKED DIRT ROAD FOR 0.2 MI
 AJ3945'TO AN OLD CONCRETE FOUNDATION ON RIGHT (WEST) SIDE OF DIRT ROAD AND TO
 AJ3945'A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD
 AJ3945'THROUGH WASH FOR 0.5 MI (0.8 KM) TO A WASH BEARING NORTHEAST AND
 AJ3945'SOUTHWEST, THENCE CONTINUE SOUTHERLY ON DIRT ROAD THROUGH WASH FOR 0.3
 AJ3945'MI (0.5 KM) TO A CORRAL AND WATER TANK ON LEFT (SOUTH) SIDE OF DIRT
 AJ3945'ROAD, THENCE CONTINUE WESTERLY ON DIRT ROAD FOR 1.1 MI (1.8 KM) TO A
 AJ3945'WASH BEARING NORTH AND SOUTH, THENCE CONTINUE WESTERLY ON DIRT ROAD
 AJ3945'THROUGH WASH FOR 0.8 MI (1.3 KM) TO A WASH BEARING NORTH AND SOUTH,
 AJ3945'THENCE CONTINUE WESTERLY ON DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM)
 AJ3945'TO A WASH BEARING EAST AND WEST, THENCE CONTINUE WESTERLY ON DIRT ROAD
 AJ3945'THROUGH WASH FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT
 AJ3945'(SOUTH) (DO NOT TAKE), THENCE CONTINUE WESTERLY ON DIRT ROAD FOR 0.3
 AJ3945'MI (0.5 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE WESTERLY
 AJ3945'ON DIRT ROAD THROUGH WASH FOR 0.1 MI (0.2 KM) TO A RIDGE ON YOUR RIGHT
 AJ3945'(NORTH) TO THE END OF TRUCK TRAVEL, PARK AT THIS LOCATION AND HIKE
 AJ3945'NORTH 1000 FT (304.8 M) TO THE TOP OF RIDGE AND STATION AS DESCRIBED
 AJ3945'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3945'COUNTY D.O.T.  BRASS DISK, STAMPED 3FN5 1999, SET IN A ROCK OUTCROP,
 AJ3945'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3945'STATION TIES
 AJ3945'7.2 FT (2.2 M) NORTH OF CARSONITE WITNESS POST
 AJ3945'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3945'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3968 ***********************************************************************
 AJ3968  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3968  DESIGNATION -  3FP3
 AJ3968  PID         -  AJ3968
 AJ3968  STATE/COUNTY-  AZ/MARICOPA
 AJ3968  USGS QUAD   -  QUAIL SPRING WASH (1986)
 AJ3968
 AJ3968                         *CURRENT SURVEY CONTROL
 AJ3968  ___________________________________________________________________
 AJ3968* NAD 83(2007)-  33 09 32.68496(N)    113 04 37.16974(W)     ADJUSTED  
 AJ3968* NAVD 88     -       217.99   (meters)     715.2    (feet)  GPS OBS   
 AJ3968  ___________________________________________________________________
 AJ3968  EPOCH DATE  -        2007.00
 AJ3968  X           -  -2,095,068.008 (meters)                     COMP
 AJ3968  Y           -  -4,917,289.023 (meters)                     COMP
 AJ3968  Z           -   3,468,843.866 (meters)                     COMP
 AJ3968  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AJ3968  ELLIP HEIGHT-         186.621 (meters)          (02/10/07) ADJUSTED
 AJ3968  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AJ3968
 AJ3968  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3968  Type    PID    Designation                      North   East  Ellip
 AJ3968  -------------------------------------------------------------------
 AJ3968  NETWORK AJ3968 3FP3                              0.78   0.73   1.22
 AJ3968  -------------------------------------------------------------------
 AJ3968
 AJ3968.The horizontal coordinates were established by GPS observations
 AJ3968.and adjusted by the National Geodetic Survey in February 2007.
 AJ3968
 AJ3968.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3968.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3968.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3968.The epoch date for horizontal control is a decimal equivalence
 AJ3968.of Year/Month/Day.
 AJ3968
 AJ3968.The orthometric height was determined by GPS observations and a
 AJ3968.high-resolution geoid model.
 AJ3968.The orthometric height was determined by GPS observations and a
 AJ3968.high-resolution geoid model using precise GPS observation and
 AJ3968.processing techniques.
 AJ3968
 AJ3968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3968
 AJ3968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3968
 AJ3968.The ellipsoidal height was determined by GPS observations
 AJ3968.and is referenced to NAD 83.
 AJ3968
 AJ3968.The geoid height was determined by GEOID03.
 AJ3968
 AJ3968;                    North         East     Units Scale Factor Converg.
 AJ3968;SPC AZ C     -   239,992.083   105,126.745   MT  1.00004439   -0 38 05.0
 AJ3968;SPC AZ C     -   787,375.60    344,904.02   iFT  1.00004439   -0 38 05.0
 AJ3968;UTM  12      - 3,670,843.443   306,307.858   MT  1.00006258   -1 08 11.0
 AJ3968
 AJ3968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3968!SPC AZ C     -   0.99997070  x   1.00004439  =   1.00001509
 AJ3968!UTM  12      -   0.99997070  x   1.00006258  =   1.00003328
 AJ3968
 AJ3968                          SUPERSEDED SURVEY CONTROL
 AJ3968
 AJ3968  NAD 83(1992)-  33 09 32.68406(N)    113 04 37.16964(W) AD(       ) B
 AJ3968  ELLIP H (04/12/01)  186.654  (m)                       GP(       ) 3 2
 AJ3968
 AJ3968.Superseded values are not recommended for survey control.
 AJ3968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3968.See file dsdata.txt to determine how the superseded data were derived.
 AJ3968
 AJ3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0630870843(NAD 83)
 AJ3968_MARKER: I = METAL ROD
 AJ3968_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3968+WITH SETTING: INFORMATION.
 AJ3968_STAMPING: 3FP3 12-1999
 AJ3968_MARK LOGO: MCDOT 
 AJ3968_PROJECTION: FLUSH
 AJ3968_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3968+STABILITY: POSITION/ELEVATION WELL
 AJ3968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3968+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3968_ROD/PIPE-DEPTH:  1.4 meters
 AJ3968_SLEEVE-DEPTH  :  0.8 meters
 AJ3968
 AJ3968  HISTORY     - Date     Condition        Report By
 AJ3968  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3968
 AJ3968                          STATION DESCRIPTION
 AJ3968
 AJ3968'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3968'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) NORTH-NORTHEAST OF THE
 AJ3968'TOWN OF SENTINEL, TOWNSHIP 03 SOUTH, RANGE 08 WEST
 AJ3968'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3968'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3968'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3968'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3968'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3968'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3968'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3968'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3968'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3968'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3968'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3968'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3968'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3968'POINT ROAD) FOR 7.4 MI (11.9 KM) TO POCO DINERO ROAD (A GRADED DIRT
 AJ3968'ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE NORTHEAST ON GRADED DIRT
 AJ3968'ROAD (SADDLE ROAD ENDS AT POCO DINERO ROAD) FOR 2.6 MI (4.2 KM) TO AN
 AJ3968'UNMARKED DIRT ROAD BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE
 AJ3968'NORTHEAST ON DIRT ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON YOUR
 AJ3968'RIGHT
 AJ3968'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3968'COMPRESSED ON A 4.5 FOOT (1.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3968'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3968'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3FP3 12-1999,
 AJ3968'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3968'A WHITE CARSONITE MARKER
 AJ3968'STATION TIES
 AJ3968'30 FT (9.1 M) SOUTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3968'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3968'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3933 ***********************************************************************
 AJ3933  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3933  DESIGNATION -  3FS1
 AJ3933  PID         -  AJ3933
 AJ3933  STATE/COUNTY-  AZ/MARICOPA
 AJ3933  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 AJ3933
 AJ3933                         *CURRENT SURVEY CONTROL
 AJ3933  ___________________________________________________________________
 AJ3933* NAD 83(2007)-  33 09 57.63078(N)    113 14 58.12435(W)     ADJUSTED  
 AJ3933* NAVD 88     -       276.26   (meters)     906.4    (feet)  GPS OBS   
 AJ3933  ___________________________________________________________________
 AJ3933  EPOCH DATE  -        2007.00
 AJ3933  X           -  -2,109,715.119 (meters)                     COMP
 AJ3933  Y           -  -4,910,618.055 (meters)                     COMP
 AJ3933  Z           -   3,469,519.037 (meters)                     COMP
 AJ3933  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 AJ3933  ELLIP HEIGHT-         244.761 (meters)          (02/10/07) ADJUSTED
 AJ3933  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 AJ3933
 AJ3933  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3933  Type    PID    Designation                      North   East  Ellip
 AJ3933  -------------------------------------------------------------------
 AJ3933  NETWORK AJ3933 3FS1                              0.73   0.69   1.18
 AJ3933  -------------------------------------------------------------------
 AJ3933
 AJ3933.The horizontal coordinates were established by GPS observations
 AJ3933.and adjusted by the National Geodetic Survey in February 2007.
 AJ3933
 AJ3933.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3933.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3933.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3933.The epoch date for horizontal control is a decimal equivalence
 AJ3933.of Year/Month/Day.
 AJ3933
 AJ3933.The orthometric height was determined by GPS observations and a
 AJ3933.high-resolution geoid model.
 AJ3933.The orthometric height was determined by GPS observations and a
 AJ3933.high-resolution geoid model using precise GPS observation and
 AJ3933.processing techniques.
 AJ3933
 AJ3933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3933
 AJ3933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3933
 AJ3933.The ellipsoidal height was determined by GPS observations
 AJ3933.and is referenced to NAD 83.
 AJ3933
 AJ3933.The geoid height was determined by GEOID03.
 AJ3933
 AJ3933;                    North         East     Units Scale Factor Converg.
 AJ3933;SPC AZ C     -   240,952.121    89,046.079   MT  1.00009048   -0 43 45.2
 AJ3933;SPC AZ C     -   790,525.33    292,145.93   iFT  1.00009048   -0 43 45.2
 AJ3933;UTM  12      - 3,671,944.304   290,235.651   MT  1.00014254   -1 13 51.8
 AJ3933
 AJ3933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3933!SPC AZ C     -   0.99996157  x   1.00009048  =   1.00005205
 AJ3933!UTM  12      -   0.99996157  x   1.00014254  =   1.00010411
 AJ3933
 AJ3933                          SUPERSEDED SURVEY CONTROL
 AJ3933
 AJ3933  NAD 83(1992)-  33 09 57.62976(N)    113 14 58.12432(W) AD(       ) B
 AJ3933  ELLIP H (04/12/01)  244.783  (m)                       GP(       ) 3 2
 AJ3933
 AJ3933.Superseded values are not recommended for survey control.
 AJ3933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3933.See file dsdata.txt to determine how the superseded data were derived.
 AJ3933
 AJ3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9023671944(NAD 83)
 AJ3933_MARKER: I = METAL ROD
 AJ3933_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3933_STAMPING: 3FS1
 AJ3933_MARK LOGO: MCDOT 
 AJ3933_PROJECTION: FLUSH
 AJ3933_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3933+STABILITY: POSITION/ELEVATION WELL
 AJ3933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3933+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3933_ROD/PIPE-DEPTH:  3.0 meters
 AJ3933_SLEEVE-DEPTH  :  0.8 meters
 AJ3933
 AJ3933  HISTORY     - Date     Condition        Report By
 AJ3933  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3933
 AJ3933                          STATION DESCRIPTION
 AJ3933
 AJ3933'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3933'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) NORTH OF THE TOWN OF
 AJ3933'SENTINEL, TOWNSHIP 03 SOUTH, RANGE 10 WEST, SECTION 13
 AJ3933'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3933'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3933'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3933'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3933'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3933'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3933'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3933'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3933'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3933'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3933'TURN LEFT (NORTH) ON TO 555TH AVENUE ACROSS SOUTHERN PACIFIC RAILROAD
 AJ3933'TRACKS AND DRIVE 4.5 MI (7.2 KM) TO LAHMAN ROAD (A GRADED DIRT ROAD) ,
 AJ3933'THENCE TURN RIGHT (EAST) ON TO LAHMAN ROAD AND DRIVE 0.5 MI (0.8 KM)
 AJ3933'TO A CATTLE GUARD AND AGUA CALIENTE ROAD (A GRADED DIRT ROAD AND NO
 AJ3933'STREET SIGNS) ON YOUR LEFT (NORTH) (LAHMAN ROAD CONTINUES EAST AS A
 AJ3933'DIRT ROAD/TRAIL) , THENCE TURN LEFT (NORTH) ON TO AGUA CALIENTE ROAD
 AJ3933'AND DRIVE NORTHERLY FOR 3.6 MI (5.8 KM) TO THE STATION ON YOUR LEFT
 AJ3933'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3933'COMPRESSED ON A 10.0 FT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3933'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3933'WITH A COUNTY LOGO ACCESS COVER STAMPED 3FS1 SURROUNDED WITH A
 AJ3933'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3933'MARKER
 AJ3933'STATION TIES
 AJ3933'83 FT (25.3 M) WEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3933'4.5 FT (1.4 M) WEST OF CARSONITE WITNESS POST
 AJ3933'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3933'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3804 ***********************************************************************
 AJ3804  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3804  DESIGNATION -  3GA2
 AJ3804  PID         -  AJ3804
 AJ3804  STATE/COUNTY-  AZ/MARICOPA
 AJ3804  USGS QUAD   -  MOBILE (1978)
 AJ3804
 AJ3804                         *CURRENT SURVEY CONTROL
 AJ3804  ___________________________________________________________________
 AJ3804* NAD 83(2007)-  33 06 58.93382(N)    112 18 23.31609(W)     ADJUSTED  
 AJ3804* NAVD 88     -       370.95   (meters)    1217.0    (feet)  GPS OBS   
 AJ3804  ___________________________________________________________________
 AJ3804  EPOCH DATE  -        2007.00
 AJ3804  X           -  -2,029,784.456 (meters)                     COMP
 AJ3804  Y           -  -4,947,532.814 (meters)                     COMP
 AJ3804  Z           -   3,464,961.437 (meters)                     COMP
 AJ3804  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AJ3804  ELLIP HEIGHT-         340.359 (meters)          (02/10/07) ADJUSTED
 AJ3804  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AJ3804
 AJ3804  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3804  Type    PID    Designation                      North   East  Ellip
 AJ3804  -------------------------------------------------------------------
 AJ3804  NETWORK AJ3804 3GA2                              0.69   0.59   1.02
 AJ3804  -------------------------------------------------------------------
 AJ3804
 AJ3804.The horizontal coordinates were established by GPS observations
 AJ3804.and adjusted by the National Geodetic Survey in February 2007.
 AJ3804
 AJ3804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3804.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3804.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3804.The epoch date for horizontal control is a decimal equivalence
 AJ3804.of Year/Month/Day.
 AJ3804
 AJ3804.The orthometric height was determined by GPS observations and a
 AJ3804.high-resolution geoid model.
 AJ3804.The orthometric height was determined by GPS observations and a
 AJ3804.high-resolution geoid model using precise GPS observation and
 AJ3804.processing techniques.
 AJ3804
 AJ3804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3804
 AJ3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3804
 AJ3804.The ellipsoidal height was determined by GPS observations
 AJ3804.and is referenced to NAD 83.
 AJ3804
 AJ3804.The geoid height was determined by GEOID03.
 AJ3804
 AJ3804;                    North         East     Units Scale Factor Converg.
 AJ3804;SPC AZ C     -   234,723.989   176,982.422   MT  0.99991631   -0 12 46.7
 AJ3804;SPC AZ C     -   770,091.83    580,650.99   iFT  0.99991631   -0 12 46.7
 AJ3804;UTM  12      - 3,664,947.230   378,110.567   MT  0.99978318   -0 42 49.9
 AJ3804
 AJ3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3804!SPC AZ C     -   0.99994657  x   0.99991631  =   0.99986288
 AJ3804!UTM  12      -   0.99994657  x   0.99978318  =   0.99972976
 AJ3804
 AJ3804                          SUPERSEDED SURVEY CONTROL
 AJ3804
 AJ3804  NAD 83(1992)-  33 06 58.93297(N)    112 18 23.31555(W) AD(       ) B
 AJ3804  ELLIP H (04/12/01)  340.390  (m)                       GP(       ) 3 2
 AJ3804
 AJ3804.Superseded values are not recommended for survey control.
 AJ3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3804.See file dsdata.txt to determine how the superseded data were derived.
 AJ3804
 AJ3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7811164947(NAD 83)
 AJ3804_MARKER: I = METAL ROD
 AJ3804_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3804+WITH SETTING: INFORMATION.
 AJ3804_STAMPING: 3GA2 11-1999
 AJ3804_MARK LOGO: MCDOT 
 AJ3804_PROJECTION: FLUSH
 AJ3804_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3804+STABILITY: POSITION/ELEVATION WELL
 AJ3804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3804+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2007
 AJ3804_ROD/PIPE-DEPTH:  1.5 meters
 AJ3804_SLEEVE-DEPTH  :  0.8 meters
 AJ3804
 AJ3804  HISTORY     - Date     Condition        Report By
 AJ3804  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3804  HISTORY     - 20070518 GOOD             MCDOT
 AJ3804
 AJ3804                          STATION DESCRIPTION
 AJ3804
 AJ3804'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3804'THE STATION IS LOCATED APPROXIMATELY 26 MI (41.8 KM) SOUTHWEST OF THE
 AJ3804'CITY OF PHOENIX, 24 MI (38.6 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3804'TOWNSHIP 3 SOUTH, RANGE 1 WEST, SECTION 36
 AJ3804'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3804'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND STATE
 AJ3804'ROUTE 238 IN GILA BEND, DRIVE EAST ON STATE ROUTE 238 FOR 31 MI (49.9
 AJ3804'KM) TO MILE POST 31, THENCE CONTINUE EAST ON STATE ROUTE 238 FOR 0.8
 AJ3804'MI (1.3 KM) TO 91ST AVENUE, THENCE TURN LEFT (NORTH) ONTO 91ST AVENUE
 AJ3804'AND DRIVE, CURVING FROM NORTH TO WEST, FOR 1.9 MI, (3.1 KM) TO 99TH
 AJ3804'AVENUE AND THE BUTTERFIELD STATION LANDFILL ON THE NORTHWEST CORNER,
 AJ3804'THENCE TURN RIGHT (NORTH) ONTO 99TH AVENUE AND DRIVE 1.9 MI (3.1 KM)
 AJ3804'TO A FENCE LINE AND CATTLE GUARD, THENCE CONTINUE NORTH ON 99TH
 AJ3804'AVENUE, PASSING OVER THE CATTLE GUARD, FOR 0.6 MI (1.0 KM) TO A GRAVEL
 AJ3804'ROAD LEFT AND A SMALL AIRPORT ON THE RIGHT, THENCE TURN LEFT (WEST)
 AJ3804'ONTO THE GRAVEL ROAD (330634N-1121618W) AND DRIVE, CURVING FROM EAST
 AJ3804'TO NORTH, FOR 0.8 MI (1.3 KM) TO THE T-INTERSECTION WITH ANOTHER DIRT
 AJ3804'ROAD, THENCE TURN LEFT (WEST) ONTO THE DIRT AND DRIVE FOR 0.5 MI (0.8
 AJ3804'KM) TO WHAT APPEARS TO BE A COMMUNICATION EQUIPMENT SHED ON THE RIGHT
 AJ3804'(NORTH) OF THE ROAD, THENCE CONTINUE WEST ON THE DIRT ROAD FOR 1.0 MI
 AJ3804'(1.6 KM) TO THE STATION ON THE RIGHT (NORTH) SIDE OF THE ROAD
 AJ3804'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3804'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 5 FOOT (1.5 M) STAINLESS
 AJ3804'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3804'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3804'STAMPED 3GA2 11-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3804'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3804'STATION TIES
 AJ3804'THE STATION IS APPROXIMATELY 245 FT (74.7 M) SOUTHWEST OF THE
 AJ3804'SOUTHWEST EDGE OF A WATER TANK
 AJ3804'90 FT (27.4 M) NORTHWEST OF A GENERAL LAND OFFICE CAP ON THE RIGHT
 AJ3804'(NORTH) SIDE OF THE ROAD, TOWNSHIP CORNER-T3S/T4S, R1E/R1W
 AJ3804'65 FT (19.8 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3804'3 FT (0.9 M) SOUTH OF THE WHITE CARSONITE MARKER
 AJ3804'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3804'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3804
 AJ3804                          STATION RECOVERY (2007)
 AJ3804
 AJ3804'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3804'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3754 ***********************************************************************
 AJ3754  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3754  DESIGNATION -  3GC2
 AJ3754  PID         -  AJ3754
 AJ3754  STATE/COUNTY-  AZ/MARICOPA
 AJ3754  USGS QUAD   -  BUTTERFIELD PASS (1973)
 AJ3754
 AJ3754                         *CURRENT SURVEY CONTROL
 AJ3754  ___________________________________________________________________
 AJ3754* NAD 83(2007)-  33 06 58.46940(N)    112 25 52.26529(W)     ADJUSTED  
 AJ3754* NAVD 88     -       418.97   (meters)    1374.6    (feet)  GPS OBS   
 AJ3754  ___________________________________________________________________
 AJ3754  EPOCH DATE  -        2007.00
 AJ3754  X           -  -2,040,566.561 (meters)                     COMP
 AJ3754  Y           -  -4,943,147.427 (meters)                     COMP
 AJ3754  Z           -   3,464,975.610 (meters)                     COMP
 AJ3754  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AJ3754  ELLIP HEIGHT-         388.235 (meters)          (02/10/07) ADJUSTED
 AJ3754  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AJ3754
 AJ3754  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3754  Type    PID    Designation                      North   East  Ellip
 AJ3754  -------------------------------------------------------------------
 AJ3754  NETWORK AJ3754 3GC2                              0.71   0.67   1.06
 AJ3754  -------------------------------------------------------------------
 AJ3754
 AJ3754.The horizontal coordinates were established by GPS observations
 AJ3754.and adjusted by the National Geodetic Survey in February 2007.
 AJ3754
 AJ3754.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3754.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3754.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3754.The epoch date for horizontal control is a decimal equivalence
 AJ3754.of Year/Month/Day.
 AJ3754
 AJ3754.The orthometric height was determined by GPS observations and a
 AJ3754.high-resolution geoid model.
 AJ3754.The orthometric height was determined by GPS observations and a
 AJ3754.high-resolution geoid model using precise GPS observation and
 AJ3754.processing techniques.
 AJ3754
 AJ3754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3754
 AJ3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3754
 AJ3754.The ellipsoidal height was determined by GPS observations
 AJ3754.and is referenced to NAD 83.
 AJ3754
 AJ3754.The geoid height was determined by GEOID03.
 AJ3754
 AJ3754;                    North         East     Units Scale Factor Converg.
 AJ3754;SPC AZ C     -   234,759.862   165,344.317   MT  0.99992842   -0 16 52.0
 AJ3754;SPC AZ C     -   770,209.52    542,468.23   iFT  0.99992842   -0 16 52.0
 AJ3754;UTM  12      - 3,665,084.830   366,474.627   MT  0.99981983   -0 46 55.3
 AJ3754
 AJ3754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3754!SPC AZ C     -   0.99993905  x   0.99992842  =   0.99986748
 AJ3754!UTM  12      -   0.99993905  x   0.99981983  =   0.99975889
 AJ3754
 AJ3754                          SUPERSEDED SURVEY CONTROL
 AJ3754
 AJ3754  NAD 83(1992)-  33 06 58.46860(N)    112 25 52.26484(W) AD(       ) B
 AJ3754  ELLIP H (04/12/01)  388.264  (m)                       GP(       ) 3 2
 AJ3754
 AJ3754.Superseded values are not recommended for survey control.
 AJ3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3754.See file dsdata.txt to determine how the superseded data were derived.
 AJ3754
 AJ3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6647565085(NAD 83)
 AJ3754_MARKER: I = METAL ROD
 AJ3754_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3754_STAMPING: 3GC2 2000
 AJ3754_MARK LOGO: MCDOT 
 AJ3754_PROJECTION: FLUSH
 AJ3754_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3754+STABILITY: POSITION/ELEVATION WELL
 AJ3754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3754+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3754_ROD/PIPE-DEPTH:  3.0 meters
 AJ3754_SLEEVE-DEPTH  :  0.8 meters
 AJ3754
 AJ3754  HISTORY     - Date     Condition        Report By
 AJ3754  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3754
 AJ3754                          STATION DESCRIPTION
 AJ3754
 AJ3754'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3754'THE STATION IS LOCATED APPROXIMATELY 30 MI (48.3 KM) WEST OF THE CITY
 AJ3754'OF PHOENIX, 20 MI (32.2 KM) SOUTH SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3754'TOWNSHIP 4 SOUTH, RANGE 2 WEST, SECTION 2
 AJ3754'OWNERSHIP- BUREAU OF LAND MANAGEMENT (BLM)
 AJ3754'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3754'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3754'AND THEN SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2
 AJ3754'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3754'DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3754'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3754'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD AND DRIVE 1.0 MI
 AJ3754'(1.6 KM) TO A DIRT ROAD, THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD
 AJ3754'(EL PASO NATURAL GAS COMPANY PIPELINE ROAD) AND DRIVE 2.1 MI (3.4 KM)
 AJ3754'TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK ONTO ANOTHER SECTION
 AJ3754'OF THE PIPELINE ROAD AND DRIVE SOUTHEAST FOR 4.5 MI (7.2 KM) TO A DIRT
 AJ3754'ROAD RIGHT, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE
 AJ3754'SOUTHWESTERLY FOR 3.4 MI (5.5 KM) TO A FENCE AND CATTLE GUARD, THENCE
 AJ3754'CONTINUE ACROSS THE CATTLE GUARD TO THE STATION ON THE LEFT (EAST)
 AJ3754'SIDE OF THE ROAD
 AJ3754'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3754'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3754'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3754'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3754'STAMPED 3GC2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3754'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3754'STATION TIES
 AJ3754'STATION IS 75 FT (22.9 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3754'10 FT (3.0 M) SOUTH OF THE FENCE LINE
 AJ3754'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3754'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3753 ***********************************************************************
 AJ3753  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3753  DESIGNATION -  3GE2
 AJ3753  PID         -  AJ3753
 AJ3753  STATE/COUNTY-  AZ/MARICOPA
 AJ3753  USGS QUAD   -  MARGIES PEAK (1973)
 AJ3753
 AJ3753                         *CURRENT SURVEY CONTROL
 AJ3753  ___________________________________________________________________
 AJ3753* NAD 83(2007)-  33 08 01.07691(N)    112 32 03.78297(W)     ADJUSTED  
 AJ3753* NAVD 88     -       419.33   (meters)    1375.8    (feet)  GPS OBS   
 AJ3753  ___________________________________________________________________
 AJ3753  EPOCH DATE  -        2007.00
 AJ3753  X           -  -2,049,062.799 (meters)                     COMP
 AJ3753  Y           -  -4,938,490.587 (meters)                     COMP
 AJ3753  Z           -   3,466,591.146 (meters)                     COMP
 AJ3753  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AJ3753  ELLIP HEIGHT-         388.463 (meters)          (02/10/07) ADJUSTED
 AJ3753  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AJ3753
 AJ3753  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3753  Type    PID    Designation                      North   East  Ellip
 AJ3753  -------------------------------------------------------------------
 AJ3753  NETWORK AJ3753 3GE2                              0.71   0.67   1.10
 AJ3753  -------------------------------------------------------------------
 AJ3753
 AJ3753.The horizontal coordinates were established by GPS observations
 AJ3753.and adjusted by the National Geodetic Survey in February 2007.
 AJ3753
 AJ3753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3753.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3753.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3753.The epoch date for horizontal control is a decimal equivalence
 AJ3753.of Year/Month/Day.
 AJ3753
 AJ3753.The orthometric height was determined by GPS observations and a
 AJ3753.high-resolution geoid model.
 AJ3753.The orthometric height was determined by GPS observations and a
 AJ3753.high-resolution geoid model using precise GPS observation and
 AJ3753.processing techniques.
 AJ3753
 AJ3753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3753
 AJ3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3753
 AJ3753.The ellipsoidal height was determined by GPS observations
 AJ3753.and is referenced to NAD 83.
 AJ3753
 AJ3753.The geoid height was determined by GEOID03.
 AJ3753
 AJ3753;                    North         East     Units Scale Factor Converg.
 AJ3753;SPC AZ C     -   236,740.481   155,724.806   MT  0.99994094   -0 20 15.5
 AJ3753;SPC AZ C     -   776,707.61    510,908.16   iFT  0.99994094   -0 20 15.5
 AJ3753;UTM  12      - 3,667,149.291   356,873.751   MT  0.99985258   -0 50 19.8
 AJ3753
 AJ3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3753!SPC AZ C     -   0.99993902  x   0.99994094  =   0.99987996
 AJ3753!UTM  12      -   0.99993902  x   0.99985258  =   0.99979160
 AJ3753
 AJ3753                          SUPERSEDED SURVEY CONTROL
 AJ3753
 AJ3753  NAD 83(1992)-  33 08 01.07610(N)    112 32 03.78258(W) AD(       ) B
 AJ3753  ELLIP H (04/12/01)  388.493  (m)                       GP(       ) 3 2
 AJ3753
 AJ3753.Superseded values are not recommended for survey control.
 AJ3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3753.See file dsdata.txt to determine how the superseded data were derived.
 AJ3753
 AJ3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5687467149(NAD 83)
 AJ3753_MARKER: I = METAL ROD
 AJ3753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3753_STAMPING: 3GE2 2000
 AJ3753_MARK LOGO: MCDOT 
 AJ3753_PROJECTION: FLUSH
 AJ3753_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3753+STABILITY: POSITION/ELEVATION WELL
 AJ3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3753+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3753_ROD/PIPE-DEPTH:  8.5 meters
 AJ3753_SLEEVE-DEPTH  :  0.8 meters
 AJ3753
 AJ3753  HISTORY     - Date     Condition        Report By
 AJ3753  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3753
 AJ3753                          STATION DESCRIPTION
 AJ3753
 AJ3753'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3753'THE STATION IS LOCATED APPROXIMATELY 34 MI (54.7 KM) WEST OF THE CITY
 AJ3753'OF PHOENIX, 16.5 MI (26.6 KM) SOUTH SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3753'TOWNSHIP 3 SOUTH, RANGE 3 WEST, SECTION 26
 AJ3753'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3753'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3753'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHEAST
 AJ3753'AND BACK TO THE SOUTH AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR
 AJ3753'10.2 MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD
 AJ3753'AND DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3753'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3753'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD AND DRIVE FOR 1.0
 AJ3753'MI (1.6 KM) TO A DIRT ROAD, THENCE TURN LEFT (SOUTH) ONTO THE DIRT
 AJ3753'ROAD (EL PASO NATURAL GAS COMPANY ROAD) AND DRIVE 2.1 MI (3.4 KM) TO A
 AJ3753'FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK ONTO ANOTHER SECTION THE
 AJ3753'PIPELINE ROAD AND DRIVE NORTHWEST FOR 4.85 MI (7.81 KM) TO A DIRT ROAD
 AJ3753'ON THE SOUTH SIDE OF THE PIPELINE ROAD, THENCE TURN LEFT (SOUTH) ONTO
 AJ3753'DIRT ROAD AND DRIVE 1.6 MI (2.6 KM) TO A CATTLE GUARD IN A FENCE,
 AJ3753'THENCE CONTINUE SOUTH OVER THE CATTLE GUARD FOR 3.3 MI (5.3 KM) TO A
 AJ3753'DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND TRAVEL
 AJ3753'SOUTHEASTERLY FOR 0.7 MI (1.1 KM) TO A FENCE LINE, THENCE CONTINUE
 AJ3753'SOUTHEASTERLY FOR 2.1 MI (3.4 KM) TO A WILDLIFE WATERING HOLE AND THE
 AJ3753'STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3753'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3753'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS
 AJ3753'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3753'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3753'STAMPED 3GE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3753'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3753'STATION TIES
 AJ3753'STATION IS 80 FT (24.4 M) EAST OF THE ROAD
 AJ3753'40 FT (12.2 M) NORTH OF THE FENCE
 AJ3753'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3753'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3773 ***********************************************************************
 AJ3773  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3773  DESIGNATION -  3GG2
 AJ3773  PID         -  AJ3773
 AJ3773  STATE/COUNTY-  AZ/MARICOPA
 AJ3773  USGS QUAD   -  COTTON CENTER (1973)
 AJ3773
 AJ3773                         *CURRENT SURVEY CONTROL
 AJ3773  ___________________________________________________________________
 AJ3773* NAD 83(2007)-  33 06 31.41637(N)    112 37 58.76065(W)     ADJUSTED  
 AJ3773* NAVD 88     -       273.03   (meters)     895.8    (feet)  GPS OBS   
 AJ3773  ___________________________________________________________________
 AJ3773  EPOCH DATE  -        2007.00
 AJ3773  X           -  -2,058,092.416 (meters)                     COMP
 AJ3773  Y           -  -4,936,236.718 (meters)                     COMP
 AJ3773  Z           -   3,464,197.551 (meters)                     COMP
 AJ3773  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AJ3773  ELLIP HEIGHT-         241.897 (meters)          (02/10/07) ADJUSTED
 AJ3773  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3773
 AJ3773  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3773  Type    PID    Designation                      North   East  Ellip
 AJ3773  -------------------------------------------------------------------
 AJ3773  NETWORK AJ3773 3GG2                              0.76   0.67   1.14
 AJ3773  -------------------------------------------------------------------
 AJ3773
 AJ3773.The horizontal coordinates were established by GPS observations
 AJ3773.and adjusted by the National Geodetic Survey in February 2007.
 AJ3773
 AJ3773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3773.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3773.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3773.The epoch date for horizontal control is a decimal equivalence
 AJ3773.of Year/Month/Day.
 AJ3773
 AJ3773.The orthometric height was determined by GPS observations and a
 AJ3773.high-resolution geoid model.
 AJ3773.The orthometric height was determined by GPS observations and a
 AJ3773.high-resolution geoid model using precise GPS observation and
 AJ3773.processing techniques.
 AJ3773
 AJ3773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3773
 AJ3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3773
 AJ3773.The ellipsoidal height was determined by GPS observations
 AJ3773.and is referenced to NAD 83.
 AJ3773
 AJ3773.The geoid height was determined by GEOID03.
 AJ3773
 AJ3773;                    North         East     Units Scale Factor Converg.
 AJ3773;SPC AZ C     -   234,037.009   146,505.574   MT  0.99995509   -0 23 28.6
 AJ3773;SPC AZ C     -   767,837.96    480,661.33   iFT  0.99995509   -0 23 28.6
 AJ3773;UTM  12      - 3,664,526.745   347,631.957   MT  0.99988625   -0 53 31.8
 AJ3773
 AJ3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3773!SPC AZ C     -   0.99996202  x   0.99995509  =   0.99991712
 AJ3773!UTM  12      -   0.99996202  x   0.99988625  =   0.99984828
 AJ3773
 AJ3773                          SUPERSEDED SURVEY CONTROL
 AJ3773
 AJ3773  NAD 83(1992)-  33 06 31.41553(N)    112 37 58.76033(W) AD(       ) B
 AJ3773  ELLIP H (04/12/01)  241.929  (m)                       GP(       ) 3 2
 AJ3773
 AJ3773.Superseded values are not recommended for survey control.
 AJ3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3773.See file dsdata.txt to determine how the superseded data were derived.
 AJ3773
 AJ3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4763264527(NAD 83)
 AJ3773_MARKER: F = FLANGE-ENCASED ROD
 AJ3773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3773_STAMPING: 3GG2 1999
 AJ3773_MARK LOGO: MCDOT 
 AJ3773_PROJECTION: FLUSH
 AJ3773_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3773+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3773_ROD/PIPE-DEPTH:  7.3 meters
 AJ3773_SLEEVE-DEPTH  :  0.8 meters
 AJ3773
 AJ3773  HISTORY     - Date     Condition        Report By
 AJ3773  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3773  HISTORY     - 20060116 GOOD             NGS
 AJ3773
 AJ3773                          STATION DESCRIPTION
 AJ3773
 AJ3773'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3773'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) SOUTHWEST OF THE
 AJ3773'CITY OF PHOENIX, 18 MI (29.0 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3773'BUCKEYE, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SECTION 2
 AJ3773'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3773'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3773'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 21.4 MI (34.4
 AJ3773'KM) TO MILE POST 133, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.8
 AJ3773'MI (1.3 KM) TO A DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT
 AJ3773'ROAD, PASS THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, AND DRIVE 0.3 MI
 AJ3773'(0.5 KM) NORTHEASTERLY TO A WASH CROSSING THE ROAD, THENCE CONTINUE
 AJ3773'EAST ON THE DIRT FOR 0.1 MI (0.2 KM) TO ANOTHER WASH CROSSING THE
 AJ3773'ROAD, THENCE CONTINUE EAST FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 AJ3773'WITH ANOTHER DIRT ROAD AND A WELL AND A CORRAL ON THE SOUTH EAST
 AJ3773'CORNER, THENCE CONTINUE EAST FOR 0.3 MI (0.5 KM) TO NORTH-SOUTH
 AJ3773'OVERHEAD POWER LINES, THENCE CONTINUE EASTERLY ON THE DIRT ROAD,
 AJ3773'PASSING UNDER THE POWER LINES, FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AJ3773'THE RIGHT (SOUTH) SIDE OF THE ROAD
 AJ3773'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3773'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS
 AJ3773'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3773'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3773'COVER, STAMPED 3GG2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3773'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3773'STATION TIES
 AJ3773'THE STATION IS 210 FT (64.0 M) WEST SOUTHWEST OF A BUREAU OF LAND
 AJ3773'MANAGEMENT BRASS CAP, EAST 1/4 CORNER OF SECTION 2, TOWNSHIP 4 SOUTH,
 AJ3773'RANGE 4 WEST, WHICH IS ON THE NORTH SIDE OF THE ROAD
 AJ3773'25 FT (7.6 M) SOUTH OF THE DIRT ROAD
 AJ3773'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3773'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3773
 AJ3773                          STATION RECOVERY (2006)
 AJ3773
 AJ3773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3773'RECOVERED AS DESCRIBED.  COORDINATES OF GATE THROUGH RIGHT OF WAY
 AJ3773'FENCE AT HIGHWAY MILE POST 132.2 IS 33 06 27.6N, 112 38 56.9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3772 ***********************************************************************
 AJ3772  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3772  DESIGNATION -  3GI1
 AJ3772  PID         -  AJ3772
 AJ3772  STATE/COUNTY-  AZ/MARICOPA
 AJ3772  USGS QUAD   -  COTTON CENTER (1973)
 AJ3772
 AJ3772                         *CURRENT SURVEY CONTROL
 AJ3772  ___________________________________________________________________
 AJ3772* NAD 83(2007)-  33 06 51.94758(N)    112 43 03.03657(W)     ADJUSTED  
 AJ3772* NAVD 88     -       220.91   (meters)     724.8    (feet)  GPS OBS   
 AJ3772  ___________________________________________________________________
 AJ3772  EPOCH DATE  -        2007.00
 AJ3772  X           -  -2,065,221.638 (meters)                     COMP
 AJ3772  Y           -  -4,932,836.240 (meters)                     COMP
 AJ3772  Z           -   3,464,698.843 (meters)                     COMP
 AJ3772  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AJ3772  ELLIP HEIGHT-         189.684 (meters)          (02/10/07) ADJUSTED
 AJ3772  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AJ3772
 AJ3772  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3772  Type    PID    Designation                      North   East  Ellip
 AJ3772  -------------------------------------------------------------------
 AJ3772  NETWORK AJ3772 3GI1                              0.74   0.67   1.10
 AJ3772  -------------------------------------------------------------------
 AJ3772
 AJ3772.The horizontal coordinates were established by GPS observations
 AJ3772.and adjusted by the National Geodetic Survey in February 2007.
 AJ3772
 AJ3772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3772.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3772.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3772.The epoch date for horizontal control is a decimal equivalence
 AJ3772.of Year/Month/Day.
 AJ3772
 AJ3772.The orthometric height was determined by GPS observations and a
 AJ3772.high-resolution geoid model.
 AJ3772.The orthometric height was determined by GPS observations and a
 AJ3772.high-resolution geoid model using precise GPS observation and
 AJ3772.processing techniques.
 AJ3772
 AJ3772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3772
 AJ3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3772
 AJ3772.The ellipsoidal height was determined by GPS observations
 AJ3772.and is referenced to NAD 83.
 AJ3772
 AJ3772.The geoid height was determined by GEOID03.
 AJ3772
 AJ3772;                    North         East     Units Scale Factor Converg.
 AJ3772;SPC AZ C     -   234,726.536   138,621.846   MT  0.99996885   -0 26 15.1
 AJ3772;SPC AZ C     -   770,100.18    454,796.08   iFT  0.99996885   -0 26 15.1
 AJ3772;UTM  12      - 3,665,285.124   339,755.036   MT  0.99991661   -0 56 18.6
 AJ3772
 AJ3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3772!SPC AZ C     -   0.99997022  x   0.99996885  =   0.99993907
 AJ3772!UTM  12      -   0.99997022  x   0.99991661  =   0.99988683
 AJ3772
 AJ3772                          SUPERSEDED SURVEY CONTROL
 AJ3772
 AJ3772  NAD 83(1992)-  33 06 51.94673(N)    112 43 03.03629(W) AD(       ) B
 AJ3772  ELLIP H (04/12/01)  189.716  (m)                       GP(       ) 3 2
 AJ3772
 AJ3772.Superseded values are not recommended for survey control.
 AJ3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3772.See file dsdata.txt to determine how the superseded data were derived.
 AJ3772
 AJ3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3975565285(NAD 83)
 AJ3772_MARKER: F = FLANGE-ENCASED ROD
 AJ3772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3772_STAMPING: 3GI1 1999
 AJ3772_MARK LOGO: MCDOT 
 AJ3772_PROJECTION: FLUSH
 AJ3772_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3772+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3772_ROD/PIPE-DEPTH:  5.0 meters
 AJ3772_SLEEVE-DEPTH  :  0.8 meters
 AJ3772
 AJ3772  HISTORY     - Date     Condition        Report By
 AJ3772  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3772  HISTORY     - 20060116 GOOD             NGS
 AJ3772
 AJ3772                          STATION DESCRIPTION
 AJ3772
 AJ3772'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3772'THE STATION IS LOCATED APPROXIMATELY 43 MI (69.2 KM) SOUTHWEST OF THE
 AJ3772'CITY OF PHOENIX, 19 MI (30.6 KM) SOUTH SOUTHWEST OF THE TOWN OF
 AJ3772'BUCKEYE, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3772'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3772'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3772'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 20.5 MI (33.0
 AJ3772'KM) TO MILE POST 134, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3772'MI (0.2 KM) TO WOODS ROAD, THENCE TURN RIGHT (WEST) ON WOODS ROAD AND
 AJ3772'DRIVE FOR 1.3 MI (2.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT (SOUTH)
 AJ3772'ONTO OLD HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER POINT ROAD,
 AJ3772'THENCE TURN RIGHT (WEST) ON PIER POINT ROAD AND DRIVE FOR 1.3 MI (2.1
 AJ3772'KM) TO THE GILA RIVER, THENCE PASS OVER THE GILA RIVER AND DRIVE FOR
 AJ3772'1.0 MI (1.6 KM) TO ENTERPRISE ROAD, THENCE TURN RIGHT (NORTH) ON
 AJ3772'ENTERPRISE ROAD AND DRIVE 0.4 MI (0.6 KM) TO A POINT WHERE THE ROAD
 AJ3772'TURNS TO THE WEST, THENCE CONTINUE ON ENTERPRISE ROAD WEST FOR 0.2 MI
 AJ3772'(0.3 KM) TO WHERE IT TURNS NORTH AGAIN, THENCE CONTINUE NORTH ON
 AJ3772'ENTERPRISE ROAD FOR 0.4 MI (0.6 KM) TO A WELL ON THE RIGHT (EAST) SIDE
 AJ3772'OF THE ROAD, THENCE CONTINUE NORTH ON ENTERPRISE ROAD FOR 0.9 MI (1.4
 AJ3772'KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK (EAST) AND DRIVE
 AJ3772'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE
 AJ3772'ROAD
 AJ3772'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3772'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 16.3 FOOT (5.0 M) STAINLESS
 AJ3772'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3772'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3772'COVER, STAMPED 3GI1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3772'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3772'STATION TIES
 AJ3772'THE STATION IS 35 FT (10.7 M) SOUTH OF THE DIRT ROAD
 AJ3772'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3772'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3772
 AJ3772                          STATION RECOVERY (2006)
 AJ3772
 AJ3772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3772'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3776 ***********************************************************************
 AJ3776  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3776  DESIGNATION -  3GK2
 AJ3776  PID         -  AJ3776
 AJ3776  STATE/COUNTY-  AZ/MARICOPA
 AJ3776  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 AJ3776
 AJ3776                         *CURRENT SURVEY CONTROL
 AJ3776  ___________________________________________________________________
 AJ3776* NAD 83(2007)-  33 06 55.93616(N)    112 45 53.55240(W)     ADJUSTED  
 AJ3776* NAVD 88     -       288.07   (meters)     945.1    (feet)  GPS OBS   
 AJ3776  ___________________________________________________________________
 AJ3776  EPOCH DATE  -        2007.00
 AJ3776  X           -  -2,069,294.619 (meters)                     COMP
 AJ3776  Y           -  -4,931,117.236 (meters)                     COMP
 AJ3776  Z           -   3,464,838.458 (meters)                     COMP
 AJ3776  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AJ3776  ELLIP HEIGHT-         256.846 (meters)          (02/10/07) ADJUSTED
 AJ3776  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AJ3776
 AJ3776  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3776  Type    PID    Designation                      North   East  Ellip
 AJ3776  -------------------------------------------------------------------
 AJ3776  NETWORK AJ3776 3GK2                              0.76   0.69   1.12
 AJ3776  -------------------------------------------------------------------
 AJ3776
 AJ3776.The horizontal coordinates were established by GPS observations
 AJ3776.and adjusted by the National Geodetic Survey in February 2007.
 AJ3776
 AJ3776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3776.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3776.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3776.The epoch date for horizontal control is a decimal equivalence
 AJ3776.of Year/Month/Day.
 AJ3776
 AJ3776.The orthometric height was determined by GPS observations and a
 AJ3776.high-resolution geoid model.
 AJ3776.The orthometric height was determined by GPS observations and a
 AJ3776.high-resolution geoid model using precise GPS observation and
 AJ3776.processing techniques.
 AJ3776
 AJ3776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3776
 AJ3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3776
 AJ3776.The ellipsoidal height was determined by GPS observations
 AJ3776.and is referenced to NAD 83.
 AJ3776
 AJ3776.The geoid height was determined by GEOID03.
 AJ3776
 AJ3776;                    North         East     Units Scale Factor Converg.
 AJ3776;SPC AZ C     -   234,884.162   134,202.360   MT  0.99997723   -0 27 48.3
 AJ3776;SPC AZ C     -   770,617.33    440,296.46   iFT  0.99997723   -0 27 48.3
 AJ3776;UTM  12      - 3,665,481.377   335,337.307   MT  0.99993431   -0 57 51.9
 AJ3776
 AJ3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3776!SPC AZ C     -   0.99995968  x   0.99997723  =   0.99993691
 AJ3776!UTM  12      -   0.99995968  x   0.99993431  =   0.99989399
 AJ3776
 AJ3776                          SUPERSEDED SURVEY CONTROL
 AJ3776
 AJ3776  NAD 83(1992)-  33 06 55.93533(N)    112 45 53.55216(W) AD(       ) B
 AJ3776  ELLIP H (04/12/01)  256.881  (m)                       GP(       ) 3 2
 AJ3776
 AJ3776.Superseded values are not recommended for survey control.
 AJ3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3776.See file dsdata.txt to determine how the superseded data were derived.
 AJ3776
 AJ3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3533765481(NAD 83)
 AJ3776_MARKER: I = METAL ROD
 AJ3776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3776_STAMPING: 3GK2 1999
 AJ3776_MARK LOGO: MCDOT 
 AJ3776_PROJECTION: FLUSH
 AJ3776_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3776+STABILITY: POSITION/ELEVATION WELL
 AJ3776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3776+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3776_ROD/PIPE-DEPTH:  4.6 meters
 AJ3776_SLEEVE-DEPTH  :  0.8 meters
 AJ3776
 AJ3776  HISTORY     - Date     Condition        Report By
 AJ3776  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3776
 AJ3776                          STATION DESCRIPTION
 AJ3776
 AJ3776'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3776'THE STATION IS LOCATED APPROXIMATELY 46 MI (74.0 KM) SOUTHWEST OF THE
 AJ3776'CITY OF PHOENIX, 11 MI (17.7 KM) NORTH NORTHWEST OF THE TOWN OF GILA
 AJ3776'BEND, TOWNSHIP 4 SOUTH, RANGE 5 WEST, SECTION 3
 AJ3776'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3776'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3776'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 20.5 MI (33.0
 AJ3776'KM) TO MILE POST 134, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3776'MI (0.2 KM) TO WOODS ROAD, THENCE TURN RIGHT (WEST) ONTO WOODS ROAD
 AJ3776'AND DRIVE 1.3 MI (2.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT (SOUTH)
 AJ3776'ONTO OLD HIGHWAY 80 AND DRIVE 3.0 MI (4.8 KM) TO PIER POINT ROAD,
 AJ3776'THENCE TURN RIGHT (WEST) ONTO PIER POINT ROAD AND DRIVE 1.3 MI (2.1
 AJ3776'KM) TO THE GILA RIVER, THENCE CONTINUE WEST ON PIER POINT ROAD,
 AJ3776'CROSSING OVER THE GILA RIVER, FOR 1.0 MI (1.6 KM) TO ENTERPRISE ROAD,
 AJ3776'THENCE TURN RIGHT (NORTH) ONTO ENTERPRISE ROAD AND DRIVE 1.0 MI (1.6
 AJ3776'KM) TO A WELL ON THE RIGHT (EAST) SIDE OF THE ROAD, THENCE CONTINUE
 AJ3776'NORTH ON ENTERPRISE ROAD FOR 1.4 MI (2.3 KM) TO ANOTHER WELL ON THE
 AJ3776'RIGHT (EAST) SIDE OF THE ROAD, THENCE CONTINUE NORTH ON ENTERPRISE
 AJ3776'ROAD FOR 1.5 MI (2.4 KM) TO CITRUS VALLEY ROAD, THENCE TURN LEFT
 AJ3776'(WEST) ONTO CITRUS VALLEY ROAD AND DRIVE WESTERLY FOR 3.3 MI (5.3 KM)
 AJ3776'TO THE STATION ON THE RIGHT (NORTH) SIDE OF THE ROAD, A FENCE LINE
 AJ3776'WITH A CATTLE GUARD IS 0.2 MI (0.3 KM) FARTHER TO THE WEST
 AJ3776'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3776'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 15 FOOT (4.6 M) STAINLESS
 AJ3776'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3776'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3776'STAMPED 3GK2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3776'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3776'STATION TIES
 AJ3776'THE STATION IS 45 FT (13.7 M) NORTH OF THE CENTERLINE OF THE ROAD
 AJ3776'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3776'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3940 ***********************************************************************
 AJ3940  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3940  DESIGNATION -  3GO2
 AJ3940  PID         -  AJ3940
 AJ3940  STATE/COUNTY-  AZ/MARICOPA
 AJ3940  USGS QUAD   -  QUAIL SPRING WASH (1986)
 AJ3940
 AJ3940                         *CURRENT SURVEY CONTROL
 AJ3940  ___________________________________________________________________
 AJ3940* NAD 83(2007)-  33 07 40.47565(N)    113 02 11.42771(W)     ADJUSTED  
 AJ3940* NAVD 88     -       220.79   (meters)     724.4    (feet)  GPS OBS   
 AJ3940  ___________________________________________________________________
 AJ3940  EPOCH DATE  -        2007.00
 AJ3940  X           -  -2,092,333.569 (meters)                     COMP
 AJ3940  Y           -  -4,920,509.614 (meters)                     COMP
 AJ3940  Z           -   3,465,950.836 (meters)                     COMP
 AJ3940  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AJ3940  ELLIP HEIGHT-         189.405 (meters)          (02/10/07) ADJUSTED
 AJ3940  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AJ3940
 AJ3940  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3940  Type    PID    Designation                      North   East  Ellip
 AJ3940  -------------------------------------------------------------------
 AJ3940  NETWORK AJ3940 3GO2                              0.67   0.61   1.12
 AJ3940  -------------------------------------------------------------------
 AJ3940
 AJ3940.The horizontal coordinates were established by GPS observations
 AJ3940.and adjusted by the National Geodetic Survey in February 2007.
 AJ3940
 AJ3940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3940.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3940.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3940.The epoch date for horizontal control is a decimal equivalence
 AJ3940.of Year/Month/Day.
 AJ3940
 AJ3940.The orthometric height was determined by GPS observations and a
 AJ3940.high-resolution geoid model.
 AJ3940.The orthometric height was determined by GPS observations and a
 AJ3940.high-resolution geoid model using precise GPS observation and
 AJ3940.processing techniques.
 AJ3940
 AJ3940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3940
 AJ3940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3940
 AJ3940.The ellipsoidal height was determined by GPS observations
 AJ3940.and is referenced to NAD 83.
 AJ3940
 AJ3940.The geoid height was determined by GEOID03.
 AJ3940
 AJ3940;                    North         East     Units Scale Factor Converg.
 AJ3940;SPC AZ C     -   236,494.165   108,866.273   MT  1.00003458   -0 36 43.4
 AJ3940;SPC AZ C     -   775,899.49    357,172.81   iFT  1.00003458   -0 36 43.4
 AJ3940;UTM  12      - 3,667,312.880   310,016.681   MT  1.00004504   -1 06 47.9
 AJ3940
 AJ3940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3940!SPC AZ C     -   0.99997026  x   1.00003458  =   1.00000484
 AJ3940!UTM  12      -   0.99997026  x   1.00004504  =   1.00001530
 AJ3940
 AJ3940                          SUPERSEDED SURVEY CONTROL
 AJ3940
 AJ3940  NAD 83(1992)-  33 07 40.47481(N)    113 02 11.42760(W) AD(       ) B
 AJ3940  ELLIP H (04/12/01)  189.443  (m)                       GP(       ) 3 2
 AJ3940
 AJ3940.Superseded values are not recommended for survey control.
 AJ3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3940.See file dsdata.txt to determine how the superseded data were derived.
 AJ3940
 AJ3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1001767313(NAD 83)
 AJ3940_MARKER: I = METAL ROD
 AJ3940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3940_STAMPING: 3GO2 1999
 AJ3940_MARK LOGO: MCDOT 
 AJ3940_PROJECTION: FLUSH
 AJ3940_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3940+STABILITY: POSITION/ELEVATION WELL
 AJ3940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3940+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3940_ROD/PIPE-DEPTH:  3.8 meters
 AJ3940_SLEEVE-DEPTH  :  0.8 meters
 AJ3940
 AJ3940  HISTORY     - Date     Condition        Report By
 AJ3940  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3940
 AJ3940                          STATION DESCRIPTION
 AJ3940
 AJ3940'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3940'THE STATION IS LOCATED ABOUT 22.5 MI (36.2 KM) WEST-NORTHWEST OF THE
 AJ3940'TOWN OF GILA BEND, TOWNSHIP 03 SOUTH, RANGE 08 WEST
 AJ3940'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3940'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3940'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3940'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (A GRADED DIRT ROAD HEADING
 AJ3940'EAST) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR
 AJ3940'1.0 MI (1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON
 AJ3940'PAINTED ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST
 AJ3940'ROAD IS ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE
 AJ3940'SOUTH OF THE Y) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3940'ROAD FOR 3.6 MI (5.8 KM) TO POCO DINERO ROAD (A GRADED DIRT ROAD) ON
 AJ3940'YOUR LEFT (WEST) , THENCE TURN LEFT (WEST) ON TO POCO DINERO ROAD AND
 AJ3940'DRIVE NORTHWEST FOR 0.4 MI (0.6 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3940'NORTHWEST ON POCO DINERO ROAD FOR 0.5 MI (0.8 KM) TO THE GILA RIVER,
 AJ3940'THENCE CONTINUE NORTHWEST ACROSS THE GILA RIVER ON POCO DINERO ROAD
 AJ3940'FOR 0.2 MI (0.3 KM) TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3940'WEST, THENCE CONTINUE WEST ON POCO DINERO ROAD THROUGH GATE FOR 0.7 MI
 AJ3940'(1.1 KM) TO AN OLD FEED LOT ON YOUR LEFT (SOUTH) , THENCE CONTINUE
 AJ3940'WEST ON POCO DINERO ROAD FOR 0.2 MI (0.3 KM) TO A GROUP OF HOUSES ON
 AJ3940'YOUR LEFT (SOUTH) AND TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3940'NORTH ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) AND CONTINUE
 AJ3940'ON POCO DINERO ROAD THROUGH GATE FOR 0.5 MI (0.8 KM) TO AN UNMARKED
 AJ3940'DIRT ROAD ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIRT
 AJ3940'ROAD AND DRIVE EASTERLY FOR 0.4 MI (0.6 KM) TO A WASH BEARING NORTH
 AJ3940'AND SOUTH, THENCE CONTINUE EASTERLY ON DIRT ROAD THROUGH WASH FOR 0.3
 AJ3940'MI (0.5 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (SOUTH) , THENCE
 AJ3940'CONTINUE EASTERLY ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO A WASH BEARING
 AJ3940'NORTH AND SOUTH, THENCE CONTINUE EASTERLY ON DIRT ROAD THROUGH WASH
 AJ3940'FOR 0.1 MI (0.2 KM) TO A WASH BEARING NORTH AND SOUTH, THENCE CONTINUE
 AJ3940'EASTERLY ON DIRT ROAD THROUGH WASH FOR 0.2 MI (0.3 KM) TO AN UNMARKED
 AJ3940'DIRT ROAD ON YOUR LEFT (NORTH) , THENCE CONTINUE EASTERLY ON DIRT ROAD
 AJ3940'FOR 0.2 MI (0.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (NORTH)
 AJ3940'(OVERHEAD ELECTRIC LINES BEAR NORTHEAST AND SOUTHWEST ACROSS DIRT
 AJ3940'ROAD) , THENCE TURN LEFT (NORTH) ON TO DIRT ROAD AND DRIVE
 AJ3940'NORTHEASTERLY FOR 0.3 MI (0.5 KM) TO A WASH BEARING NORTHWEST AND
 AJ3940'SOUTHEAST, THENCE CONTINUE NORTHEASTERLY ON DIRT ROAD THROUGH WASH FOR
 AJ3940'0.2 MI (0.3 KM) TO A WASH BEARING NORTHEAST AND SOUTHWEST, THENCE
 AJ3940'CONTINUE NORTHEASTERLY ON DIRT ROAD THROUGH WASH FOR 0.2 MI (0.3 KM)
 AJ3940'TO A WASH BEARING NORTHWEST AND SOUTHEAST, THENCE CONTINUE
 AJ3940'NORTHEASTERLY ON DIRT ROAD THROUGH WASH FOR 0.1 MI (0.2 KM) TO A WASH
 AJ3940'BEARING NORTHEAST AND SOUTHWEST, THENCE CONTINUE NORTHEASTERLY ON DIRT
 AJ3940'ROAD THROUGH WASH FOR 1.5 MI (2.4 KM) TO THE STATION ON YOUR RIGHT
 AJ3940'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3940'COMPRESSED ON A 12.6 FOOT (3.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3940'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3940'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3GO2 1999, SURROUNDED
 AJ3940'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3940'CARSONITE MARKER
 AJ3940'STATION TIES
 AJ3940'234 FT (71.3 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3940'43 FT (13.1 M) WEST OF WEST TOP OF WASH
 AJ3940'12.0 FT (3.7 M) EAST OF CARSONITE WITNESS POST
 AJ3940'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3940'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3967 ***********************************************************************
 AJ3967  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3967  DESIGNATION -  3GQ3
 AJ3967  PID         -  AJ3967
 AJ3967  STATE/COUNTY-  AZ/MARICOPA
 AJ3967  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3967
 AJ3967                         *CURRENT SURVEY CONTROL
 AJ3967  ___________________________________________________________________
 AJ3967* NAD 83(2007)-  33 06 27.42875(N)    113 08 01.92552(W)     ADJUSTED  
 AJ3967* NAVD 88     -       205.81   (meters)     675.2    (feet)  GPS OBS   
 AJ3967  ___________________________________________________________________
 AJ3967  EPOCH DATE  -        2007.00
 AJ3967  X           -  -2,101,169.884 (meters)                     COMP
 AJ3967  Y           -  -4,918,066.166 (meters)                     COMP
 AJ3967  Z           -   3,464,057.737 (meters)                     COMP
 AJ3967  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AJ3967  ELLIP HEIGHT-         174.327 (meters)          (02/10/07) ADJUSTED
 AJ3967  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AJ3967
 AJ3967  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3967  Type    PID    Designation                      North   East  Ellip
 AJ3967  -------------------------------------------------------------------
 AJ3967  NETWORK AJ3967 3GQ3                              0.76   0.71   1.16
 AJ3967  -------------------------------------------------------------------
 AJ3967
 AJ3967.The horizontal coordinates were established by GPS observations
 AJ3967.and adjusted by the National Geodetic Survey in February 2007.
 AJ3967
 AJ3967.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3967.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3967.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3967.The epoch date for horizontal control is a decimal equivalence
 AJ3967.of Year/Month/Day.
 AJ3967
 AJ3967.The orthometric height was determined by GPS observations and a
 AJ3967.high-resolution geoid model.
 AJ3967.The orthometric height was determined by GPS observations and a
 AJ3967.high-resolution geoid model using precise GPS observation and
 AJ3967.processing techniques.
 AJ3967
 AJ3967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3967
 AJ3967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3967
 AJ3967.The ellipsoidal height was determined by GPS observations
 AJ3967.and is referenced to NAD 83.
 AJ3967
 AJ3967.The geoid height was determined by GEOID03.
 AJ3967
 AJ3967;                    North         East     Units Scale Factor Converg.
 AJ3967;SPC AZ C     -   234,345.079    99,754.789   MT  1.00005908   -0 39 53.7
 AJ3967;SPC AZ C     -   768,848.68    327,279.49   iFT  1.00005908   -0 39 53.7
 AJ3967;UTM  12      - 3,665,243.525   300,886.566   MT  1.00008885   -1 09 57.4
 AJ3967
 AJ3967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3967!SPC AZ C     -   0.99997263  x   1.00005908  =   1.00003171
 AJ3967!UTM  12      -   0.99997263  x   1.00008885  =   1.00006148
 AJ3967
 AJ3967                          SUPERSEDED SURVEY CONTROL
 AJ3967
 AJ3967  NAD 83(1992)-  33 06 27.42784(N)    113 08 01.92544(W) AD(       ) B
 AJ3967  ELLIP H (04/12/01)  174.362  (m)                       GP(       ) 3 2
 AJ3967
 AJ3967.Superseded values are not recommended for survey control.
 AJ3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3967.See file dsdata.txt to determine how the superseded data were derived.
 AJ3967
 AJ3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0088765244(NAD 83)
 AJ3967_MARKER: I = METAL ROD
 AJ3967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3967_STAMPING: 3GQ3 12-1999
 AJ3967_MARK LOGO: MCDOT 
 AJ3967_PROJECTION: FLUSH
 AJ3967_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3967+STABILITY: POSITION/ELEVATION WELL
 AJ3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3967+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2007
 AJ3967_ROD/PIPE-DEPTH:  3.0 meters
 AJ3967_SLEEVE-DEPTH  :  0.8 meters
 AJ3967
 AJ3967  HISTORY     - Date     Condition        Report By
 AJ3967  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3967  HISTORY     - 20070515 GOOD             MCDOT
 AJ3967
 AJ3967                          STATION DESCRIPTION
 AJ3967
 AJ3967'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3967'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH-NORTHEAST OF THE
 AJ3967'TOWN OF SENTINEL, TOWNSHIP 04 SOUTH, RANGE 08 WEST, SECTION 6
 AJ3967'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3967'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3967'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3967'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3967'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3967'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3967'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3967'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3967'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3967'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3967'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3967'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3967'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3967'POINT ROAD) FOR 5.4 MI (8.7 KM) TO THE STATION ON YOUR RIGHT
 AJ3967'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3967'COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3967'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3967'WITH A COUNTY LOGO ACCESS COVER STAMPED 3GQ3 12-1999, SURROUNDED WITH
 AJ3967'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3967'CARSONITE MARKER
 AJ3967'STATION TIES
 AJ3967'60 FT (18.3 M) SOUTHEAST OF CENTERLINE OF SADDLE ROAD
 AJ3967'4.7 FT (1.4 M) WEST OF CARSONITE WITNESS POST
 AJ3967'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3967'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3967
 AJ3967                          STATION RECOVERY (2007)
 AJ3967
 AJ3967'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3967'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3932 ***********************************************************************
 AJ3932  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3932  DESIGNATION -  3GS3
 AJ3932  PID         -  AJ3932
 AJ3932  STATE/COUNTY-  AZ/MARICOPA
 AJ3932  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3932
 AJ3932                         *CURRENT SURVEY CONTROL
 AJ3932  ___________________________________________________________________
 AJ3932* NAD 83(2007)-  33 07 01.63966(N)    113 14 16.22713(W)     ADJUSTED  
 AJ3932* NAVD 88     -       224.26   (meters)     735.8    (feet)  GPS OBS   
 AJ3932  ___________________________________________________________________
 AJ3932  EPOCH DATE  -        2007.00
 AJ3932  X           -  -2,109,869.959 (meters)                     COMP
 AJ3932  Y           -  -4,913,730.212 (meters)                     COMP
 AJ3932  Z           -   3,464,950.573 (meters)                     COMP
 AJ3932  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AJ3932  ELLIP HEIGHT-         192.676 (meters)          (02/10/07) ADJUSTED
 AJ3932  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 AJ3932
 AJ3932  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3932  Type    PID    Designation                      North   East  Ellip
 AJ3932  -------------------------------------------------------------------
 AJ3932  NETWORK AJ3932 3GS3                              0.96   0.88   1.43
 AJ3932  -------------------------------------------------------------------
 AJ3932
 AJ3932.The horizontal coordinates were established by GPS observations
 AJ3932.and adjusted by the National Geodetic Survey in February 2007.
 AJ3932
 AJ3932.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3932.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3932.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3932.The epoch date for horizontal control is a decimal equivalence
 AJ3932.of Year/Month/Day.
 AJ3932
 AJ3932.The orthometric height was determined by GPS observations and a
 AJ3932.high-resolution geoid model.
 AJ3932.The orthometric height was determined by GPS observations and a
 AJ3932.high-resolution geoid model using precise GPS observation and
 AJ3932.processing techniques.
 AJ3932
 AJ3932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3932
 AJ3932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3932
 AJ3932.The ellipsoidal height was determined by GPS observations
 AJ3932.and is referenced to NAD 83.
 AJ3932
 AJ3932.The geoid height was determined by GEOID03.
 AJ3932
 AJ3932;                    North         East     Units Scale Factor Converg.
 AJ3932;SPC AZ C     -   235,516.476    90,063.303   MT  1.00008738   -0 43 18.9
 AJ3932;SPC AZ C     -   772,691.85    295,483.28   iFT  1.00008738   -0 43 18.9
 AJ3932;UTM  12      - 3,666,499.686   291,205.308   MT  1.00013754   -1 13 23.1
 AJ3932
 AJ3932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3932!SPC AZ C     -   0.99996975  x   1.00008738  =   1.00005713
 AJ3932!UTM  12      -   0.99996975  x   1.00013754  =   1.00010729
 AJ3932
 AJ3932                          SUPERSEDED SURVEY CONTROL
 AJ3932
 AJ3932  NAD 83(1992)-  33 07 01.63865(N)    113 14 16.22710(W) AD(       ) B
 AJ3932  ELLIP H (04/12/01)  192.703  (m)                       GP(       ) 3 2
 AJ3932
 AJ3932.Superseded values are not recommended for survey control.
 AJ3932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3932.See file dsdata.txt to determine how the superseded data were derived.
 AJ3932
 AJ3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9120566500(NAD 83)
 AJ3932_MARKER: I = METAL ROD
 AJ3932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3932_STAMPING: 3GS3
 AJ3932_MARK LOGO: MCDOT 
 AJ3932_PROJECTION: FLUSH
 AJ3932_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3932+STABILITY: POSITION/ELEVATION WELL
 AJ3932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3932+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3932_ROD/PIPE-DEPTH:  5.2 meters
 AJ3932_SLEEVE-DEPTH  :  0.8 meters
 AJ3932
 AJ3932  HISTORY     - Date     Condition        Report By
 AJ3932  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3932
 AJ3932                          STATION DESCRIPTION
 AJ3932
 AJ3932'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3932'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH OF THE TOWN OF
 AJ3932'SENTINEL, TOWNSHIP 03 SOUTH, RANGE 10 WEST, SECTION 36
 AJ3932'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3932'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3932'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3932'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3932'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3932'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3932'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3932'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3932'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3932'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3932'TURN LEFT (NORTH) ON TO 555TH AVENUE ACROSS SOUTHERN PACIFIC RAILROAD
 AJ3932'TRACKS AND DRIVE 4.5 MI (7.2 KM) TO LAHMAN ROAD (A GRADED DIRT ROAD) ,
 AJ3932'THENCE TURN RIGHT (EAST) ON TO LAHMAN ROAD AND DRIVE 0.5 MI (0.8 KM)
 AJ3932'TO A CATTLE GUARD AND AGUA CALIENTE ROAD (A GRADED DIRT ROAD AND NO
 AJ3932'STREET SIGNS) ON YOUR LEFT (NORTH) (LAHMAN ROAD CONTINUES EAST AS A
 AJ3932'DIRT ROAD/TRAIL) , THENCE CONTINUE EAST ON DIRT ROAD/TRAIL (BARBED
 AJ3932'WIRE FENCE RUNS ALONG SOUTH SIDE OF DIRT ROAD/TRAIL) FOR 1.5 MI (2.4
 AJ3932'KM) TO THE STATION ON YOUR LEFT
 AJ3932'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3932'COMPRESSED ON A 17.0 FT (5.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3932'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3932'WITH A COUNTY LOGO ACCESS COVER STAMPED 3GS3 SURROUNDED WITH A
 AJ3932'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3932'MARKER
 AJ3932'STATION TIES
 AJ3932'100 FT (30.5 M) NORTHWEST OF G.L.O.  BRASS CAP SOUTHEAST CORNER
 AJ3932'SECTION 36, TOWNSHIP 3 SOUTH, RANGE 10 WEST
 AJ3932'75.5 FT (23.0 M) NORTH OF BARBED WIRE FENCE
 AJ3932'68 FT (20.7 M) NORTH OF CENTERLINE OF DIRT ROAD/TRAIL
 AJ3932'5.0 FT (1.5 M) SOUTH OF CARSONITE WITNESS POST
 AJ3932'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3932'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3931 ***********************************************************************
 AJ3931  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3931  DESIGNATION -  3GU1
 AJ3931  PID         -  AJ3931
 AJ3931  STATE/COUNTY-  AZ/YUMA
 AJ3931  USGS QUAD   -  HYDER SE (1982)
 AJ3931
 AJ3931                         *CURRENT SURVEY CONTROL
 AJ3931  ___________________________________________________________________
 AJ3931* NAD 83(2007)-  33 07 03.08778(N)    113 20 27.56610(W)     ADJUSTED  
 AJ3931* NAVD 88     -       223.94   (meters)     734.7    (feet)  GPS OBS   
 AJ3931  ___________________________________________________________________
 AJ3931  EPOCH DATE  -        2007.00
 AJ3931  X           -  -2,118,702.907 (meters)                     COMP
 AJ3931  Y           -  -4,909,901.076 (meters)                     COMP
 AJ3931  Z           -   3,464,987.662 (meters)                     COMP
 AJ3931  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AJ3931  ELLIP HEIGHT-         192.167 (meters)          (02/10/07) ADJUSTED
 AJ3931  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AJ3931
 AJ3931  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3931  Type    PID    Designation                      North   East  Ellip
 AJ3931  -------------------------------------------------------------------
 AJ3931  NETWORK AJ3931 3GU1                              0.55   0.49   0.92
 AJ3931  -------------------------------------------------------------------
 AJ3931
 AJ3931.The horizontal coordinates were established by GPS observations
 AJ3931.and adjusted by the National Geodetic Survey in February 2007.
 AJ3931
 AJ3931.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3931.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3931.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3931.The epoch date for horizontal control is a decimal equivalence
 AJ3931.of Year/Month/Day.
 AJ3931
 AJ3931.The orthometric height was determined by GPS observations and a
 AJ3931.high-resolution geoid model.
 AJ3931.The orthometric height was determined by GPS observations and a
 AJ3931.high-resolution geoid model using precise GPS observation and
 AJ3931.processing techniques.
 AJ3931
 AJ3931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3931
 AJ3931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3931
 AJ3931.The ellipsoidal height was determined by GPS observations
 AJ3931.and is referenced to NAD 83.
 AJ3931
 AJ3931.The geoid height was determined by GEOID03.
 AJ3931
 AJ3931;                    North         East     Units Scale Factor Converg.
 AJ3931;SPC AZ W     -   234,866.603   251,530.076   MT  0.99995129   +0 13 24.5
 AJ3931;SPC AZ W     -   770,559.72    825,229.91   iFT  0.99995129   +0 13 24.5
 AJ3931;UTM  12      - 3,666,754.559   281,580.119   MT  1.00018825   -1 16 46.3
 AJ3931
 AJ3931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3931!SPC AZ W     -   0.99996983  x   0.99995129  =   0.99992112
 AJ3931!UTM  12      -   0.99996983  x   1.00018825  =   1.00015808
 AJ3931
 AJ3931                          SUPERSEDED SURVEY CONTROL
 AJ3931
 AJ3931  NAD 83(1992)-  33 07 03.08677(N)    113 20 27.56607(W) AD(       ) B
 AJ3931  ELLIP H (04/12/01)  192.197  (m)                       GP(       ) 3 2
 AJ3931
 AJ3931.Superseded values are not recommended for survey control.
 AJ3931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3931.See file dsdata.txt to determine how the superseded data were derived.
 AJ3931
 AJ3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8158066755(NAD 83)
 AJ3931_MARKER: I = METAL ROD
 AJ3931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3931_STAMPING: 3GU1
 AJ3931_MARK LOGO: MCDOT 
 AJ3931_PROJECTION: FLUSH
 AJ3931_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3931+STABILITY: POSITION/ELEVATION WELL
 AJ3931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3931+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3931_ROD/PIPE-DEPTH:  7.0 meters
 AJ3931_SLEEVE-DEPTH  :  0.8 meters
 AJ3931
 AJ3931  HISTORY     - Date     Condition        Report By
 AJ3931  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3931
 AJ3931                          STATION DESCRIPTION
 AJ3931
 AJ3931'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3931'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) NORTH-NORTHWEST OF THE
 AJ3931'TOWN OF SENTINEL, TOWNSHIP 03 SOUTH, RANGE 11 WEST, SECTION 36
 AJ3931'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3931'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3931'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3931'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3931'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3931'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3931'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3931'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3931'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3931'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3931'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3931'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3931'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3931'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE CONTINUE NORTH ON
 AJ3931'571ST AVENUE FOR 2.0 MI (3.2 KM) TO HIGH LINE ROAD (A GRADED DIRT
 AJ3931'ROAD) , THENCE TURN LEFT (WEST) ON TO HIGH LINE ROAD AND DRIVE FOR 1.0
 AJ3931'MI (1.6 KM) TO 579TH AVENUE (A GRADED DIRT ROAD) , THENCE TURN RIGHT
 AJ3931'(NORTH) ON TO 579TH AVENUE AND DRIVE FOR 1.0 MI (1.6 KM) TO LAHMAN
 AJ3931'ROAD (A GRADED DIRT ROAD) , THENCE TURN LEFT (WEST) ON TO LAHMAN ROAD
 AJ3931'AND DRIVE FOR 1.0 MI (1.6 KM) TO 587TH AVENUE (A DIRT ROAD) , THENCE
 AJ3931'TURN RIGHT (NORTH) ON TO 587TH AVENUE AND DRIVE FOR 150 FT (45.7 M) TO
 AJ3931'A DIRT FARM ROAD, THENCE TURN LEFT (WEST) ON TO DIRT FARM ROAD AND
 AJ3931'DRIVE 100 FT (30.5 M) TO THE STATION ON YOUR RIGHT
 AJ3931'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3931'COMPRESSED ON A 23.0 FT (7.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3931'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3931'WITH A COUNTY LOGO ACCESS COVER STAMPED 3GU1, SURROUNDED WITH A
 AJ3931'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3931'MARKER
 AJ3931'STATION TIES
 AJ3931'150 FT (45.7 M) NORTH OF CENTERLINE OF LAHMAN ROAD
 AJ3931'100 FT (30.5 M) WEST OF CENTERLINE OF 587TH AVENUE
 AJ3931'22.5 FT (6.9 M) NORTH OF NORTH TOP OF DIRT DITCH BEARING WEST
 AJ3931'4.6 FT (1.4 M) NORTHWEST OF CARSONITE WITNESS POST
 AJ3931'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3931'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3802 ***********************************************************************
 AJ3802  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3802  DESIGNATION -  3HB2
 AJ3802  PID         -  AJ3802
 AJ3802  STATE/COUNTY-  AZ/MARICOPA
 AJ3802  USGS QUAD   -  MOBILE (1978)
 AJ3802
 AJ3802                         *CURRENT SURVEY CONTROL
 AJ3802  ___________________________________________________________________
 AJ3802* NAD 83(2007)-  33 04 20.69293(N)    112 21 09.37424(W)     ADJUSTED  
 AJ3802* NAVD 88     -       405.62   (meters)    1330.8    (feet)  GPS OBS   
 AJ3802  ___________________________________________________________________
 AJ3802  EPOCH DATE  -        2007.00
 AJ3802  X           -  -2,034,790.304 (meters)                     COMP
 AJ3802  Y           -  -4,948,385.841 (meters)                     COMP
 AJ3802  Z           -   3,460,895.976 (meters)                     COMP
 AJ3802  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AJ3802  ELLIP HEIGHT-         374.938 (meters)          (02/10/07) ADJUSTED
 AJ3802  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3802
 AJ3802  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3802  Type    PID    Designation                      North   East  Ellip
 AJ3802  -------------------------------------------------------------------
 AJ3802  NETWORK AJ3802 3HB2                              0.78   0.73   1.18
 AJ3802  -------------------------------------------------------------------
 AJ3802
 AJ3802.The horizontal coordinates were established by GPS observations
 AJ3802.and adjusted by the National Geodetic Survey in February 2007.
 AJ3802
 AJ3802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3802.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3802.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3802.The epoch date for horizontal control is a decimal equivalence
 AJ3802.of Year/Month/Day.
 AJ3802
 AJ3802.The orthometric height was determined by GPS observations and a
 AJ3802.high-resolution geoid model.
 AJ3802.The orthometric height was determined by GPS observations and a
 AJ3802.high-resolution geoid model using precise GPS observation and
 AJ3802.processing techniques.
 AJ3802
 AJ3802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3802
 AJ3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3802
 AJ3802.The ellipsoidal height was determined by GPS observations
 AJ3802.and is referenced to NAD 83.
 AJ3802
 AJ3802.The geoid height was determined by GEOID03.
 AJ3802
 AJ3802;                    North         East     Units Scale Factor Converg.
 AJ3802;SPC AZ C     -   229,866.398   172,657.482   MT  0.99992042   -0 14 16.4
 AJ3802;SPC AZ C     -   754,154.85    566,461.56   iFT  0.99992042   -0 14 16.4
 AJ3802;UTM  12      - 3,660,128.231   373,743.913   MT  0.99979654   -0 44 17.6
 AJ3802
 AJ3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3802!SPC AZ C     -   0.99994114  x   0.99992042  =   0.99986156
 AJ3802!UTM  12      -   0.99994114  x   0.99979654  =   0.99973769
 AJ3802
 AJ3802                          SUPERSEDED SURVEY CONTROL
 AJ3802
 AJ3802  NAD 83(1992)-  33 04 20.69209(N)    112 21 09.37376(W) AD(       ) B
 AJ3802  ELLIP H (04/12/01)  374.971  (m)                       GP(       ) 3 2
 AJ3802
 AJ3802.Superseded values are not recommended for survey control.
 AJ3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3802.See file dsdata.txt to determine how the superseded data were derived.
 AJ3802
 AJ3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7374460128(NAD 83)
 AJ3802_MARKER: I = METAL ROD
 AJ3802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3802_STAMPING: 3HB2 11-1999
 AJ3802_MARK LOGO: MCDOT 
 AJ3802_PROJECTION: FLUSH
 AJ3802_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3802+STABILITY: POSITION/ELEVATION WELL
 AJ3802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3802+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3802_ROD/PIPE-DEPTH:  6.2 meters
 AJ3802_SLEEVE-DEPTH  :  0.8 meters
 AJ3802
 AJ3802  HISTORY     - Date     Condition        Report By
 AJ3802  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3802
 AJ3802                          STATION DESCRIPTION
 AJ3802
 AJ3802'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3802'THE STATION IS LOCATED APROXIMATELY 30 MI (48.3 KM) SOUTHWEST OF THE
 AJ3802'CITY OF PHOENIX, 24 MI (38.6 KM) SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3802'TOWNSHIP 4 SOUTH, RANGE 1 WEST, SECTION 22
 AJ3802'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3802'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3802'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS EAST THEN
 AJ3802'SOUTH AGAIN AT THE GILA RIVER, BECOMING TUTHILL ROAD) FOR 10.2 TO RAY
 AJ3802'ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND DRIVE 1.0 MI (1.6 KM)
 AJ3802'TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT (SOUTH) ONTO RAINBOW VALLEY
 AJ3802'ROAD (TURNS TO DIRT) AND DRIVE FOR 9.5 MI (15.3 KM) TO PATTERSON ROAD,
 AJ3802'THENCE TURN LEFT (EAST) ONTO PATTERSON ROAD AND DRIVE FOR 4.1 MI (6.6
 AJ3802'KM) TO BULLARD ROAD, THENCE TURN RIGHT ONTO BULLARD ROAD
 AJ3802'(331112N-1122231W) AND DRIVE FOR 4.8 MI (7.7 KM) TO A POINT WHERE THE
 AJ3802'TURNS LEFT, THENCE MAKE THE TURN LEFT (EAST) AND DRIVE FOR 1.4 MI (2.3
 AJ3802'KM) TO AN OPEN GATE AND CATTLE GUARD, THENCE PASS THROUGH THE GATE AND
 AJ3802'DRIVE SOUTHEAST ON THE EL PASO NATURAL GAS COMPANY ROAD FOR 0.5 MI
 AJ3802'(0.8 KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (SOUTHWEST) ONTO THE
 AJ3802'DIRT ROAD (330655N-1122043W) AND DRIVE FOR 2.2 MI (3.5 KM) TO THE
 AJ3802'STATION ON THE LEFT (SOUTHEAST) SIDE OF THE ROAD
 AJ3802'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3802'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 20.5 FOOT (6.2 M) STAINLESS
 AJ3802'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3802'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3802'STAMPED 3HB2 11-1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3802'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3802'STATION TIES
 AJ3802'THE STATION IS 50 FT (15.2 M) SOUTHEAST OF THE DIRT ROAD
 AJ3802'3.8 FT (1.2 M) WEST OF THE CARSONITE MARKER
 AJ3802'FOR A TO REACH MAP, STATION IMAGES AND ADDIITIONAL INFORMATION, VISIT
 AJ3802'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3755 ***********************************************************************
 AJ3755  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3755  DESIGNATION -  3HD2
 AJ3755  PID         -  AJ3755
 AJ3755  STATE/COUNTY-  AZ/MARICOPA
 AJ3755  USGS QUAD   -  BUTTERFIELD PASS (1973)
 AJ3755
 AJ3755                         *CURRENT SURVEY CONTROL
 AJ3755  ___________________________________________________________________
 AJ3755* NAD 83(2007)-  33 04 38.37633(N)    112 27 41.49317(W)     ADJUSTED  
 AJ3755* NAVD 88     -       499.13   (meters)    1637.6    (feet)  GPS OBS   
 AJ3755  ___________________________________________________________________
 AJ3755  EPOCH DATE  -        2007.00
 AJ3755  X           -  -2,044,110.045 (meters)                     COMP
 AJ3755  Y           -  -4,944,306.250 (meters)                     COMP
 AJ3755  Z           -   3,461,403.489 (meters)                     COMP
 AJ3755  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3755  ELLIP HEIGHT-         468.361 (meters)          (02/10/07) ADJUSTED
 AJ3755  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AJ3755
 AJ3755  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3755  Type    PID    Designation                      North   East  Ellip
 AJ3755  -------------------------------------------------------------------
 AJ3755  NETWORK AJ3755 3HD2                              0.69   0.67   1.06
 AJ3755  -------------------------------------------------------------------
 AJ3755
 AJ3755.The horizontal coordinates were established by GPS observations
 AJ3755.and adjusted by the National Geodetic Survey in February 2007.
 AJ3755
 AJ3755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3755.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3755.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3755.The epoch date for horizontal control is a decimal equivalence
 AJ3755.of Year/Month/Day.
 AJ3755
 AJ3755.The orthometric height was determined by GPS observations and a
 AJ3755.high-resolution geoid model.
 AJ3755.The orthometric height was determined by GPS observations and a
 AJ3755.high-resolution geoid model using precise GPS observation and
 AJ3755.processing techniques.
 AJ3755
 AJ3755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3755
 AJ3755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3755
 AJ3755.The ellipsoidal height was determined by GPS observations
 AJ3755.and is referenced to NAD 83.
 AJ3755
 AJ3755.The geoid height was determined by GEOID03.
 AJ3755
 AJ3755;                    North         East     Units Scale Factor Converg.
 AJ3755;SPC AZ C     -   230,458.630   162,490.393   MT  0.99993190   -0 17 50.5
 AJ3755;SPC AZ C     -   756,097.87    533,104.96   iFT  0.99993190   -0 17 50.5
 AJ3755;UTM  12      - 3,660,809.152   363,583.533   MT  0.99982945   -0 47 52.0
 AJ3755
 AJ3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3755!SPC AZ C     -   0.99992647  x   0.99993190  =   0.99985838
 AJ3755!UTM  12      -   0.99992647  x   0.99982945  =   0.99975594
 AJ3755
 AJ3755                          SUPERSEDED SURVEY CONTROL
 AJ3755
 AJ3755  NAD 83(1992)-  33 04 38.37553(N)    112 27 41.49275(W) AD(       ) B
 AJ3755  ELLIP H (04/12/01)  468.392  (m)                       GP(       ) 3 2
 AJ3755
 AJ3755.Superseded values are not recommended for survey control.
 AJ3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3755.See file dsdata.txt to determine how the superseded data were derived.
 AJ3755
 AJ3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6358460809(NAD 83)
 AJ3755_MARKER: I = METAL ROD
 AJ3755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3755+WITH SETTING: INFORMATION.
 AJ3755_STAMPING: 3HD2 2000
 AJ3755_MARK LOGO: MCDOT 
 AJ3755_PROJECTION: FLUSH
 AJ3755_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3755+STABILITY: POSITION/ELEVATION WELL
 AJ3755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3755+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3755_ROD/PIPE-DEPTH:  2.4 meters
 AJ3755_SLEEVE-DEPTH  :  0.8 meters
 AJ3755
 AJ3755  HISTORY     - Date     Condition        Report By
 AJ3755  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3755
 AJ3755                          STATION DESCRIPTION
 AJ3755
 AJ3755'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3755'THE STATION IS LOCATED APPROXIMATELY 34 MI (54.7 KM) WEST OF THE CITY
 AJ3755'OF PHOENIX, 21 MI (33.8 KM) SOUTH SOUTHEAST OF THE TOWN OF BUCKEYE,
 AJ3755'TOWNSHIP 4 SOUTH, RANGE 2 WEST, SECTION 16
 AJ3755'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3755'TO REACH THE STATION FROM THE INTERSECTION (EXIT 121) OF INTERSTATE 10
 AJ3755'AND JACKRABBIT TRAIL, DRIVE SOUTH ON JACKRABBIT TRAIL (VEERS SOUTHWEST
 AJ3755'AND THEN SOUTH AGAIN AT THE GILA RIVER BECOMING TUTHILL ROAD) FOR 10.2
 AJ3755'MI (16.4 KM) TO RAY ROAD, THENCE TURN LEFT (EAST) ONTO RAY ROAD AND
 AJ3755'DRIVE 1.0 MI (1.6 KM) TO RAINBOW VALLEY ROAD, THENCE TURN RIGHT
 AJ3755'(SOUTH) ONTO RAINBOW VALLEY ROAD AND DRIVE FOR 7.5 MI (12.1 KM) TO
 AJ3755'RIGGS ROAD, THENCE TURN RIGHT (WEST) ONTO RIGGS ROAD AND DRIVE 1.0 MI
 AJ3755'(1.6 KM) TO A DIRT ROAD, THENCE TURN LEFT (SOUTH) ONTO THE DIRT ROAD
 AJ3755'(EL PASO NATURAL GAS COMPANY PIPELINE ROAD) AND DRIVE 2.1 MI (3.4 KM)
 AJ3755'TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK ONTO ANOTHER SECTION
 AJ3755'OF THE PIPELINE ROAD AND DRIVE SOUTHEAST FOR 4.5 MI (7.2 KM) TO A DIRT
 AJ3755'ROAD RIGHT, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE
 AJ3755'SOUTHERLY FOR 3.4 MI (5.5 KM) TO A FENCE AND CATTLE GUARD, THENCE
 AJ3755'CONTINUE ACROSS THE CATTLE GUARD SOUTHERLY FOR 2.3 MI (3.7 KM) TO A
 AJ3755'FORK IN THE ROAD, THENCE TAKE THE RIGHT FORK (SOUTHWEST) AND DRIVE
 AJ3755'SOUTHWESTERLY FOR 1.2 MI (1.9 KM) TO THE STATION ON THE LEFT (SOUTH)
 AJ3755'SIDE OF THE ROAD
 AJ3755'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3755'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS
 AJ3755'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3755'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3755'STAMPED 3HD2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3755'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3755'STATION TIES
 AJ3755'STATION IS 20 FT (6.1 M) SOUTH OF THE DIRT ROAD
 AJ3755'10 FT (3.0 M) WEST OF A CARSONITE WILDERNESS
 AJ3755'10 FT (3.0 M) SOUTH OF THE FENCE LINE
 AJ3755'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3755'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3756 ***********************************************************************
 AJ3756  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3756  DESIGNATION -  3HG3
 AJ3756  PID         -  AJ3756
 AJ3756  STATE/COUNTY-  AZ/MARICOPA
 AJ3756  USGS QUAD   -  COTTON CENTER SE (1973)
 AJ3756
 AJ3756                         *CURRENT SURVEY CONTROL
 AJ3756  ___________________________________________________________________
 AJ3756* NAD 83(2007)-  33 04 04.25863(N)    112 36 44.69059(W)     ADJUSTED  
 AJ3756* NAVD 88     -       268.29   (meters)     880.2    (feet)  GPS OBS   
 AJ3756  ___________________________________________________________________
 AJ3756  EPOCH DATE  -        2007.00
 AJ3756  X           -  -2,057,269.798 (meters)                     COMP
 AJ3756  Y           -  -4,939,256.603 (meters)                     COMP
 AJ3756  Z           -   3,460,396.490 (meters)                     COMP
 AJ3756  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AJ3756  ELLIP HEIGHT-         237.143 (meters)          (02/10/07) ADJUSTED
 AJ3756  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3756
 AJ3756  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3756  Type    PID    Designation                      North   East  Ellip
 AJ3756  -------------------------------------------------------------------
 AJ3756  NETWORK AJ3756 3HG3                              0.69   0.63   1.04
 AJ3756  -------------------------------------------------------------------
 AJ3756
 AJ3756.The horizontal coordinates were established by GPS observations
 AJ3756.and adjusted by the National Geodetic Survey in February 2007.
 AJ3756
 AJ3756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3756.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3756.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3756.The epoch date for horizontal control is a decimal equivalence
 AJ3756.of Year/Month/Day.
 AJ3756
 AJ3756.The orthometric height was determined by GPS observations and a
 AJ3756.high-resolution geoid model.
 AJ3756.The orthometric height was determined by GPS observations and a
 AJ3756.high-resolution geoid model using precise GPS observation and
 AJ3756.processing techniques.
 AJ3756
 AJ3756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3756
 AJ3756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3756
 AJ3756.The ellipsoidal height was determined by GPS observations
 AJ3756.and is referenced to NAD 83.
 AJ3756
 AJ3756.The geoid height was determined by GEOID03.
 AJ3756
 AJ3756;                    North         East     Units Scale Factor Converg.
 AJ3756;SPC AZ C     -   229,490.877   148,395.828   MT  0.99995202   -0 22 46.7
 AJ3756;SPC AZ C     -   752,922.82    486,862.95   iFT  0.99995202   -0 22 46.7
 AJ3756;UTM  12      - 3,659,964.595   349,482.289   MT  0.99987934   -0 52 47.8
 AJ3756
 AJ3756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3756!SPC AZ C     -   0.99996277  x   0.99995202  =   0.99991479
 AJ3756!UTM  12      -   0.99996277  x   0.99987934  =   0.99984211
 AJ3756
 AJ3756                          SUPERSEDED SURVEY CONTROL
 AJ3756
 AJ3756  NAD 83(1992)-  33 04 04.25780(N)    112 36 44.69026(W) AD(       ) B
 AJ3756  ELLIP H (04/12/01)  237.173  (m)                       GP(       ) 3 2
 AJ3756
 AJ3756.Superseded values are not recommended for survey control.
 AJ3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3756.See file dsdata.txt to determine how the superseded data were derived.
 AJ3756
 AJ3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4948259965(NAD 83)
 AJ3756_MARKER: F = FLANGE-ENCASED ROD
 AJ3756_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3756_STAMPING: 3HG3 2000
 AJ3756_MARK LOGO: MCDOT 
 AJ3756_PROJECTION: FLUSH
 AJ3756_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3756+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3756_ROD/PIPE-DEPTH:  4.3 meters
 AJ3756_SLEEVE-DEPTH  :  0.8 meters
 AJ3756
 AJ3756  HISTORY     - Date     Condition        Report By
 AJ3756  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3756  HISTORY     - 20060116 GOOD             NGS
 AJ3756
 AJ3756                          STATION DESCRIPTION
 AJ3756
 AJ3756'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3756'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) WEST OF THE CITY
 AJ3756'OF PHOENIX, 21 MI (33.8 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 4
 AJ3756'SOUTH, RANGE 3 WEST, SECTION 19
 AJ3756'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3756'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3756'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 24.6 MI (39.6
 AJ3756'KM) TO MILE POST 130, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.8
 AJ3756'MI (1.3 KM) TO A DIRT ROAD ON THE LEFT (EAST) SIDE OF STATE ROUTE 85,
 AJ3756'THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE THROUGH THE
 AJ3756'RIGHT-OF-WAY FENCE FOR 0.6 MI (1.0 KM) TO A NORTH-SOUTH POWER LINE,
 AJ3756'THENCE CONTINUE EAST, THEN NORTHERLY ON THE DIRT ROAD UNDER THE POWER
 AJ3756'LINE FOR 0.9 MI (1.4 KM) TO A T-INTERSECTION, THENCE TURN RIGHT (EAST)
 AJ3756'ONTO THE DIRT ROAD AND DRIVE FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 AJ3756'RIGHT (SOUTH) SIDE OF THE ROAD, A FISH AND GAME WILDLIFE WATERING HOLE
 AJ3756'IS 0.1 MI (0.2 KM) FARTHER EAST ON THE DIRT ROAD
 AJ3756'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3756'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3756'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3756'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3756'STAMPED 3HG3 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3756'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3756'STATION TIES
 AJ3756'THE STATION IS 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3756'33 FT (10.1 M) WEST OF A BUREAU OF LAND MANAGEMENT BOUNDARY BRASS CAP
 AJ3756'33 FT (10.1 M) EAST OF A CARSONITE WILDERNESS MARKER
 AJ3756'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3756'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3756
 AJ3756                          STATION RECOVERY (2006)
 AJ3756
 AJ3756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3756'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AJ3756'STATE HIGHWAY 85 (EXIT 112), GO SOUTH FOR 24.6 MI (39.6 KM) ON HIGHWAY
 AJ3756'85 TO MILE POST 130.  CONTINUE SOUTH FOR 0.75 MI (1.2 KM) ON HIGHWAY
 AJ3756'85 TO A GATE IN RIGHT OF WAY FENCE ON LEFT AT MILE MARKER 129.25
 AJ3756'(COORDINATES 33 03 50.8N, 112 38 40.0W).  TURN LEFT, PASS THROUGH
 AJ3756'GATE, AND GO EAST FOR 0.07 MI (0.1 KM) ON A DIRT ROAD TO STATION 3HH1
 AJ3756'ON RIGHT (SOUTH).  CONTINUE 0.5 MI (0.8 KM) TO AN INTERSECTION WITH A
 AJ3756'POWER LINE ROAD, PROCEED NORTHERLY 0.25 MI (0.4 KM) ON THE POWER LINE
 AJ3756'ROAD TO THE INTERSECTION WITH A TRACK ROAD LEADING TO THE EAST, TURN
 AJ3756'RIGHT, EAST AND PROCEED 0.75 MI (1.2 KM) TO A WASH CROSSING, CONTINUE
 AJ3756'0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3972 ***********************************************************************
 AJ3972  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3972  DESIGNATION -  3HH1
 AJ3972  PID         -  AJ3972
 AJ3972  STATE/COUNTY-  AZ/MARICOPA
 AJ3972  USGS QUAD   -  COTTON CENTER (1973)
 AJ3972
 AJ3972                         *CURRENT SURVEY CONTROL
 AJ3972  ___________________________________________________________________
 AJ3972* NAD 83(2007)-  33 03 50.24594(N)    112 38 34.72707(W)     ADJUSTED  
 AJ3972* NAVD 88     -       236.26   (meters)     775.1    (feet)  GPS OBS   
 AJ3972  ___________________________________________________________________
 AJ3972  EPOCH DATE  -        2007.00
 AJ3972  X           -  -2,059,984.789 (meters)                     COMP
 AJ3972  Y           -  -4,938,350.975 (meters)                     COMP
 AJ3972  Z           -   3,460,017.197 (meters)                     COMP
 AJ3972  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AJ3972  ELLIP HEIGHT-         205.061 (meters)          (02/10/07) ADJUSTED
 AJ3972  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AJ3972
 AJ3972  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3972  Type    PID    Designation                      North   East  Ellip
 AJ3972  -------------------------------------------------------------------
 AJ3972  NETWORK AJ3972 3HH1                              0.65   0.59   1.00
 AJ3972  -------------------------------------------------------------------
 AJ3972
 AJ3972.The horizontal coordinates were established by GPS observations
 AJ3972.and adjusted by the National Geodetic Survey in February 2007.
 AJ3972
 AJ3972.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3972.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3972.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3972.The epoch date for horizontal control is a decimal equivalence
 AJ3972.of Year/Month/Day.
 AJ3972
 AJ3972.The orthometric height was determined by GPS observations and a
 AJ3972.high-resolution geoid model.
 AJ3972.The orthometric height was determined by GPS observations and a
 AJ3972.high-resolution geoid model using precise GPS observation and
 AJ3972.processing techniques.
 AJ3972
 AJ3972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3972
 AJ3972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3972
 AJ3972.The ellipsoidal height was determined by GPS observations
 AJ3972.and is referenced to NAD 83.
 AJ3972
 AJ3972.The geoid height was determined by GEOID03.
 AJ3972
 AJ3972;                    North         East     Units Scale Factor Converg.
 AJ3972;SPC AZ C     -   229,078.542   145,538.764   MT  0.99995670   -0 23 46.6
 AJ3972;SPC AZ C     -   751,570.02    477,489.38   iFT  0.99995670   -0 23 46.6
 AJ3972;UTM  12      - 3,659,577.250   346,621.933   MT  0.99989006   -0 53 47.6
 AJ3972
 AJ3972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3972!SPC AZ C     -   0.99996781  x   0.99995670  =   0.99992451
 AJ3972!UTM  12      -   0.99996781  x   0.99989006  =   0.99985787
 AJ3972
 AJ3972                          SUPERSEDED SURVEY CONTROL
 AJ3972
 AJ3972  NAD 83(1992)-  33 03 50.24510(N)    112 38 34.72677(W) AD(       ) B
 AJ3972  ELLIP H (04/12/01)  205.094  (m)                       GP(       ) 3 2
 AJ3972
 AJ3972.Superseded values are not recommended for survey control.
 AJ3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3972.See file dsdata.txt to determine how the superseded data were derived.
 AJ3972
 AJ3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4662259577(NAD 83)
 AJ3972_MARKER: F = FLANGE-ENCASED ROD
 AJ3972_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3972+WITH SETTING: INFORMATION.
 AJ3972_STAMPING: 3HH1 1999
 AJ3972_MARK LOGO: MCDOT 
 AJ3972_PROJECTION: FLUSH
 AJ3972_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3972+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 AJ3972_ROD/PIPE-DEPTH:  2.6 meters
 AJ3972_SLEEVE-DEPTH  :  0.8 meters
 AJ3972
 AJ3972  HISTORY     - Date     Condition        Report By
 AJ3972  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3972  HISTORY     - 20060116 GOOD             NGS
 AJ3972  HISTORY     - 20070413 GOOD             GEOCAC
 AJ3972
 AJ3972                          STATION DESCRIPTION
 AJ3972
 AJ3972'DESCRIBED BY MARICOPA CO DOT 1999 (JRJ)
 AJ3972'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF GILA BEND,
 AJ3972'IN TOWNSHIP 04 SOUTH, RANGE 04 WEST, SECTION 23
 AJ3972'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3972'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND STATE
 AJ3972'ROUTE 85, DRIVE SOUTH STATE ROUTE 85 FOR 25.1 MILES (40.4 KM) TO A
 AJ3972'GATED UNNAMED DIRT ROAD (DIRT ROAD IN LOCATED 0.7 MI (1.1 KM) SOUTH OF
 AJ3972'MILE POST 130 AND 0.3 MILES (0.5 KM) NORTH OF MILE POST 129 ALONG
 AJ3972'STATE ROUTE 85) , THENCE TURN LEFT (EAST) AND GO THROUGH GATE ONTO
 AJ3972'UNNAMED DIRT ROAD AND DRIVE EASTERLY 0.1 MI (0.2 KM) TO STATION ON A
 AJ3972'SMALL HILL ON THE RIGHT (SOUTH) AS DESCRIBED
 AJ3972'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3972'COMPRESSED ON A 8.4 FOOT (2.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3972'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3972'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 2AM1, SURROUNDED WITH
 AJ3972'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3972'CARSONITE MARKER
 AJ3972'STATION TIES -
 AJ3972'44 FT (13.4 M) TO THE CENTERLINE OF THEN UNNAMED DIRT ROAD
 AJ3972'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3972'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3972
 AJ3972                          STATION RECOVERY (2006)
 AJ3972
 AJ3972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3972'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AJ3972'STATE HIGHWAY 85 (EXIT 112), GO SOUTH FOR 24.6 MI (39.6 KM) ON HIGHWAY
 AJ3972'85 TO MILE POST 130.  CONTINUE SOUTH FOR 0.75 MI (1.2 KM) ON HIGHWAY
 AJ3972'85 TO A GATE IN RIGHT OF WAY FENCE ON LEFT AT MILE MARKER 129.25
 AJ3972'(COORDINATES 33 03 50.8N, 112 38 40.0W).  TURN LEFT, PASS THROUGH
 AJ3972'GATE, AND GO EAST FOR 0.07 MI (0.1 KM) ON A DIRT ROAD TO THE STATION
 AJ3972'ON RIGHT.
 AJ3972
 AJ3972                          STATION RECOVERY (2007)
 AJ3972
 AJ3972'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3775 ***********************************************************************
 AJ3775  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3775  DESIGNATION -  3HJ2
 AJ3775  PID         -  AJ3775
 AJ3775  STATE/COUNTY-  AZ/MARICOPA
 AJ3775  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 AJ3775
 AJ3775                         *CURRENT SURVEY CONTROL
 AJ3775  ___________________________________________________________________
 AJ3775* NAD 83(2007)-  33 05 00.83204(N)    112 48 01.22958(W)     ADJUSTED  
 AJ3775* NAVD 88     -       260.00   (meters)     853.0    (feet)  GPS OBS   
 AJ3775  ___________________________________________________________________
 AJ3775  EPOCH DATE  -        2007.00
 AJ3775  X           -  -2,073,087.883 (meters)                     COMP
 AJ3775  Y           -  -4,931,598.898 (meters)                     COMP
 AJ3775  Z           -   3,461,852.368 (meters)                     COMP
 AJ3775  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AJ3775  ELLIP HEIGHT-         228.695 (meters)          (02/10/07) ADJUSTED
 AJ3775  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3775
 AJ3775  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3775  Type    PID    Designation                      North   East  Ellip
 AJ3775  -------------------------------------------------------------------
 AJ3775  NETWORK AJ3775 3HJ2                              0.67   0.61   1.02
 AJ3775  -------------------------------------------------------------------
 AJ3775
 AJ3775.The horizontal coordinates were established by GPS observations
 AJ3775.and adjusted by the National Geodetic Survey in February 2007.
 AJ3775
 AJ3775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3775.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3775.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3775.The epoch date for horizontal control is a decimal equivalence
 AJ3775.of Year/Month/Day.
 AJ3775
 AJ3775.The orthometric height was determined by GPS observations and a
 AJ3775.high-resolution geoid model.
 AJ3775.The orthometric height was determined by GPS observations and a
 AJ3775.high-resolution geoid model using precise GPS observation and
 AJ3775.processing techniques.
 AJ3775
 AJ3775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3775
 AJ3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3775
 AJ3775.The ellipsoidal height was determined by GPS observations
 AJ3775.and is referenced to NAD 83.
 AJ3775
 AJ3775.The geoid height was determined by GEOID03.
 AJ3775
 AJ3775;                    North         East     Units Scale Factor Converg.
 AJ3775;SPC AZ C     -   231,365.631   130,862.596   MT  0.99998389   -0 28 56.6
 AJ3775;SPC AZ C     -   759,073.59    429,339.23   iFT  0.99998389   -0 28 56.6
 AJ3775;UTM  12      - 3,661,992.308   331,967.050   MT  0.99994814   -0 58 58.7
 AJ3775
 AJ3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3775!SPC AZ C     -   0.99996410  x   0.99998389  =   0.99994799
 AJ3775!UTM  12      -   0.99996410  x   0.99994814  =   0.99991224
 AJ3775
 AJ3775                          SUPERSEDED SURVEY CONTROL
 AJ3775
 AJ3775  NAD 83(1992)-  33 05 00.83116(N)    112 48 01.22937(W) AD(       ) B
 AJ3775  ELLIP H (04/12/01)  228.729  (m)                       GP(       ) 3 2
 AJ3775
 AJ3775.Superseded values are not recommended for survey control.
 AJ3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3775.See file dsdata.txt to determine how the superseded data were derived.
 AJ3775
 AJ3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3196761992(NAD 83)
 AJ3775_MARKER: I = METAL ROD
 AJ3775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3775+WITH SETTING: INFORMATION.
 AJ3775_STAMPING: 3HJ2 1999
 AJ3775_MARK LOGO: MCDOT 
 AJ3775_PROJECTION: FLUSH
 AJ3775_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3775+STABILITY: POSITION/ELEVATION WELL
 AJ3775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3775+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3775_ROD/PIPE-DEPTH:  1.7 meters
 AJ3775_SLEEVE-DEPTH  :  0.8 meters
 AJ3775
 AJ3775  HISTORY     - Date     Condition        Report By
 AJ3775  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3775
 AJ3775                          STATION DESCRIPTION
 AJ3775
 AJ3775'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3775'THE STATION IS LOCATED APPROXIMATELY 49 MI (78.9 KM) SOUTHWEST OF THE
 AJ3775'CITY OF PHOENIX, 10 MI (16.1 KM) NORTH NORTHWEST OF THE TOWN OF GILA
 AJ3775'BEND, TOWNSHIP 4 SOUTH, RANGE 5 WEST, SECTION 17
 AJ3775'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3775'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3775'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 20.5 MI (33.0
 AJ3775'KM) TO MILE POST 134, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3775'MI (0.2 KM) TO WOODS ROAD, THENCE TURN RIGHT (WEST) ONTO WOODS ROAD
 AJ3775'AND DRIVE FOR 1.3 MI (2.1 KM) TO OLD HIGHWAY 80, THENCE TURN LEFT
 AJ3775'(SOUTH) ONTO OLD HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER
 AJ3775'POINT ROAD, THENCE TURN RIGHT (WEST) ONTO PIER POINT ROAD AND DRIVE
 AJ3775'1.3 MI (2.1 KM) TO THE GILA RIVER, THENCE CONTINUE WEST OVER THE GILA
 AJ3775'RIVER FOR 1.0 MI (1.6 KM) TO ENTERPRISE ROAD THENCE TURN RIGHT (NORTH)
 AJ3775'ONTO ENTERPRISE ROAD AND DRIVE 1.0 MI (1.6 KM) TO A WELL ON THE RIGHT
 AJ3775'(EAST) SIDE OF THE ROAD, THENCE CONTINUE NORTH ON ENTERPRISE ROAD FOR
 AJ3775'1.4 MI (2.3 KM) TO ANOTHER WELL ON THE RIGHT (EAST) SIDE OF THE ROAD,
 AJ3775'THENCE CONTINUE NORTH ON ENTERPRISE ROAD FOR 1.5 MI (2.4 KM) TO CITRUS
 AJ3775'VALLEY ROAD, THENCE TURN LEFT (WEST) ONTO CITRUS VALLEY ROAD AND DRIVE
 AJ3775'3.5 MI (5.6 KM) TO A CATTLE GUARD AND A BARBED WIRE FENCE, THENCE
 AJ3775'CONTINUE OF CITRUS VALLEY ROAD, OVER THE CATTLE GUARD, IN A
 AJ3775'SOUTHWESTERLY DIRECTION FOR 0.8 MI (1.3 KM) TO A BORROW PIT ON THE
 AJ3775'LEFT, THENCE CONTINUE ON CITRUS VALLEY ROAD IN AN EASTERLY DIRECTION
 AJ3775'FOR 0.8 MI (1.3 KM) TO A WASH CROSSING THE ROAD, THENCE CONTINUE
 AJ3775'EASTERLY, THROUGH THE WASH, AND DRIVE FOR 0.7 MI (1.1 KM) TO A DIRT
 AJ3775'ROAD RIGHT, THENCE REMAIN ON CITRUS VALLEY ROAD AND DRIVE
 AJ3775'SOUTHWESTERLY FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH ANOTHER
 AJ3775'DIRT ROAD, THENCE CONTINUE SOUTHWESTERLY ON CITRUS VALLEY ROAD FOR 0.6
 AJ3775'MI (1.0 KM) TO A DIRT TRAIL, THENCE TURN LEFT ONTO THE DIRT TRAIL AND
 AJ3775'FOLLOW THE SOUTH FORK TO THE TOP OF A SMALL HILL AND THE STATION ON
 AJ3775'THE RIGHT (WEST) SIDE OF THE TRAIL
 AJ3775'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3775'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 5.6 FOOT (1.7 M) STAINLESS
 AJ3775'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3775'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3775'STAMPED 3HJ2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3775'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3775'STATION TIES
 AJ3775'THE STATION IS 10 FT (3.0 M) WEST OF THE END OF THE DIRT TRAIL
 AJ3775'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3775'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3902 ***********************************************************************
 AJ3902  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3902  DESIGNATION -  3HL2
 AJ3902  PID         -  AJ3902
 AJ3902  STATE/COUNTY-  AZ/MARICOPA
 AJ3902  USGS QUAD   -  CITRUS VALLEY WEST (1973)
 AJ3902
 AJ3902                         *CURRENT SURVEY CONTROL
 AJ3902  ___________________________________________________________________
 AJ3902* NAD 83(2007)-  33 03 39.08417(N)    112 52 33.17807(W)     ADJUSTED  
 AJ3902* NAVD 88     -       207.96   (meters)     682.3    (feet)  GPS OBS   
 AJ3902  ___________________________________________________________________
 AJ3902  EPOCH DATE  -        2007.00
 AJ3902  X           -  -2,080,105.391 (meters)                     COMP
 AJ3902  Y           -  -4,930,087.370 (meters)                     COMP
 AJ3902  Z           -   3,459,713.469 (meters)                     COMP
 AJ3902  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AJ3902  ELLIP HEIGHT-         176.582 (meters)          (02/10/07) ADJUSTED
 AJ3902  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3902
 AJ3902  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3902  Type    PID    Designation                      North   East  Ellip
 AJ3902  -------------------------------------------------------------------
 AJ3902  NETWORK AJ3902 3HL2                              0.55   0.51   0.90
 AJ3902  -------------------------------------------------------------------
 AJ3902
 AJ3902.The horizontal coordinates were established by GPS observations
 AJ3902.and adjusted by the National Geodetic Survey in February 2007.
 AJ3902
 AJ3902.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3902.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3902.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3902.The epoch date for horizontal control is a decimal equivalence
 AJ3902.of Year/Month/Day.
 AJ3902
 AJ3902.The orthometric height was determined by GPS observations and a
 AJ3902.high-resolution geoid model.
 AJ3902.The orthometric height was determined by GPS observations and a
 AJ3902.high-resolution geoid model using precise GPS observation and
 AJ3902.processing techniques.
 AJ3902
 AJ3902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3902
 AJ3902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3902
 AJ3902.The ellipsoidal height was determined by GPS observations
 AJ3902.and is referenced to NAD 83.
 AJ3902
 AJ3902.The geoid height was determined by GEOID03.
 AJ3902
 AJ3902;                    North         East     Units Scale Factor Converg.
 AJ3902;SPC AZ C     -   228,909.238   123,787.010   MT  0.99999889   -0 31 23.9
 AJ3902;SPC AZ C     -   751,014.56    406,125.36   iFT  0.99999889   -0 31 23.9
 AJ3902;UTM  12      - 3,659,597.875   324,870.481   MT  0.99997817   -1 01 25.0
 AJ3902
 AJ3902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3902!SPC AZ C     -   0.99997228  x   0.99999889  =   0.99997117
 AJ3902!UTM  12      -   0.99997228  x   0.99997817  =   0.99995045
 AJ3902
 AJ3902                          SUPERSEDED SURVEY CONTROL
 AJ3902
 AJ3902  NAD 83(1992)-  33 03 39.08334(N)    112 52 33.17792(W) AD(       ) B
 AJ3902  ELLIP H (04/12/01)  176.622  (m)                       GP(       ) 3 2
 AJ3902
 AJ3902.Superseded values are not recommended for survey control.
 AJ3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3902.See file dsdata.txt to determine how the superseded data were derived.
 AJ3902
 AJ3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2487059598(NAD 83)
 AJ3902_MARKER: I = METAL ROD
 AJ3902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3902_STAMPING: 3HL2 1999
 AJ3902_MARK LOGO: MCDOT 
 AJ3902_PROJECTION: FLUSH
 AJ3902_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3902+STABILITY: POSITION/ELEVATION WELL
 AJ3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3902+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3902_ROD/PIPE-DEPTH:  6.6 meters
 AJ3902_SLEEVE-DEPTH  :  0.8 meters
 AJ3902
 AJ3902  HISTORY     - Date     Condition        Report By
 AJ3902  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3902
 AJ3902                          STATION DESCRIPTION
 AJ3902
 AJ3902'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3902'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF THE TOWN OF
 AJ3902'GILA BEND, TOWNSHIP 04 SOUTH, RANGE 06 WEST
 AJ3902'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3902'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND WOODS
 AJ3902'ROAD (0.1 MI SOUTH OF MILE POST 134) , DRIVE WEST ON WOODS ROAD FOR
 AJ3902'1.3 MI (2.1 KM) TO OLD U.S.  HIGHWAY 80, THENCE TURN LEFT (SOUTH) ON
 AJ3902'T0 OLD U.S.  HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER POINT
 AJ3902'ROAD (A DIRT ROAD) , THENCE TURN RIGHT (WEST) ON TO PIER POINT ROAD
 AJ3902'AND DRIVE FOR 1.3 MI (2.1 KM) TO THE GILA RIVER, THENCE CONTINUE WEST
 AJ3902'ACROSS THE GILA RIVER ON PIER POINT ROAD FOR 1.0 MI (1.6 KM) TO
 AJ3902'ENTERPRISE ROAD (A DIRT ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT
 AJ3902'(NORTH) ON TO ENTERPRISE ROAD AND DRIVE NORTH-NORTHWEST FOR 1.0 MI
 AJ3902'(1.6 KM) TO A WELL SITE ON YOUR RIGHT, THENCE CONTINUE NORTH-NORTHWEST
 AJ3902'ON ENTERPRISE ROAD FOR 1.4 MI (2.3 KM) TO A WELL SITE ON YOUR RIGHT,
 AJ3902'THENCE CONTINUE NORTH-NORTHWEST ON ENTERPRISE ROAD FOR 1.5 MI (2.4 KM)
 AJ3902'TO CITRUS VALLEY ROAD (A DIRT ROAD AND NO STREET SIGNS) , THENCE TURN
 AJ3902'LEFT (WEST) ON TO CITRUS VALLEY ROAD AND DRIVE SOUTHWESTERLY FOR 3.5
 AJ3902'MI (5.6 KM) TO A CATTLE GUARD, THENCE CONTINUE SOUTHWESTERLY ON CITRUS
 AJ3902'VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A BORROW PIT ON YOUR LEFT, THENCE
 AJ3902'CONTINUE SOUTHWESTERLY ON CITRUS VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A
 AJ3902'WASH BEARING NORTHEAST AND SOUTHWEST, THENCE CONTINUE SOUTHWESTERLY ON
 AJ3902'CITRUS VALLEY ROAD FOR 5.8 MI (9.3 KM) TO A Y IN THE ROAD (SOUTHERLY
 AJ3902'ROAD IS 363TH AVENUE) , THENCE VEER RIGHT AND CONTINUE WEST ON CITRUS
 AJ3902'VALLEY ROAD FOR 1.7 MI (2.7 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3902'WEST ON CITRUS VALLEY ROAD FOR 0.7 MI (1.1 KM) TO A JEEP TRAIL ON YOUR
 AJ3902'RIGHT (NORTH) (CONCRETE DITCH RUNS ALONG SOUTH SIDE OF CITRUS VALLEY
 AJ3902'ROAD) , THENCE TURN RIGHT (NORTH) ON TO A JEEP TRAIL AND DRIVE 0.5 MI
 AJ3902'(0.8 KM) TO THE STATION ON YOUR RIGHT
 AJ3902'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3902'COMPRESSED ON A 21.7 FOOT (6.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3902'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3902'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3HL2 1999, SURROUNDED
 AJ3902'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3902'CARSONITE MARKER
 AJ3902'STATION TIES
 AJ3902'27 FT (8.2 M) EAST OF CENTERLINE OF JEEP TRAIL
 AJ3902'8.6 FT (2.6 M) NORTHEAST OF CARSONITE WITNESS POST
 AJ3902'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3902'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3939 ***********************************************************************
 AJ3939  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3939  DESIGNATION -  3HP3
 AJ3939  PID         -  AJ3939
 AJ3939  STATE/COUNTY-  AZ/MARICOPA
 AJ3939  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3939
 AJ3939                         *CURRENT SURVEY CONTROL
 AJ3939  ___________________________________________________________________
 AJ3939* NAD 83(2007)-  33 04 08.39773(N)    113 05 24.21705(W)     ADJUSTED  
 AJ3939* NAVD 88     -       169.92   (meters)     557.5    (feet)  GPS OBS   
 AJ3939  ___________________________________________________________________
 AJ3939  EPOCH DATE  -        2007.00
 AJ3939  X           -  -2,098,314.212 (meters)                     COMP
 AJ3939  Y           -  -4,921,794.632 (meters)                     COMP
 AJ3939  Z           -   3,460,449.485 (meters)                     COMP
 AJ3939  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AJ3939  ELLIP HEIGHT-         138.420 (meters)          (02/10/07) ADJUSTED
 AJ3939  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AJ3939
 AJ3939  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3939  Type    PID    Designation                      North   East  Ellip
 AJ3939  -------------------------------------------------------------------
 AJ3939  NETWORK AJ3939 3HP3                              0.55   0.49   0.92
 AJ3939  -------------------------------------------------------------------
 AJ3939
 AJ3939.The horizontal coordinates were established by GPS observations
 AJ3939.and adjusted by the National Geodetic Survey in February 2007.
 AJ3939
 AJ3939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3939.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3939.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3939.The epoch date for horizontal control is a decimal equivalence
 AJ3939.of Year/Month/Day.
 AJ3939
 AJ3939.The orthometric height was determined by GPS observations and a
 AJ3939.high-resolution geoid model.
 AJ3939.The orthometric height was determined by GPS observations and a
 AJ3939.high-resolution geoid model using precise GPS observation and
 AJ3939.processing techniques.
 AJ3939
 AJ3939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3939
 AJ3939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3939
 AJ3939.The ellipsoidal height was determined by GPS observations
 AJ3939.and is referenced to NAD 83.
 AJ3939
 AJ3939.The geoid height was determined by GEOID03.
 AJ3939
 AJ3939;                    North         East     Units Scale Factor Converg.
 AJ3939;SPC AZ C     -   230,015.380   103,795.861   MT  1.00004796   -0 38 25.2
 AJ3939;SPC AZ C     -   754,643.64    340,537.60   iFT  1.00004796   -0 38 25.2
 AJ3939;UTM  12      - 3,660,878.563   304,889.747   MT  1.00006939   -1 08 26.9
 AJ3939
 AJ3939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3939!SPC AZ C     -   0.99997827  x   1.00004796  =   1.00002623
 AJ3939!UTM  12      -   0.99997827  x   1.00006939  =   1.00004766
 AJ3939
 AJ3939                          SUPERSEDED SURVEY CONTROL
 AJ3939
 AJ3939  NAD 83(1992)-  33 04 08.39689(N)    113 05 24.21697(W) AD(       ) B
 AJ3939  ELLIP H (04/12/01)  138.463  (m)                       GP(       ) 3 2
 AJ3939
 AJ3939.Superseded values are not recommended for survey control.
 AJ3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3939.See file dsdata.txt to determine how the superseded data were derived.
 AJ3939
 AJ3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0489060879(NAD 83)
 AJ3939_MARKER: I = METAL ROD
 AJ3939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3939_STAMPING: 3HP3 1999
 AJ3939_MARK LOGO: MCDOT 
 AJ3939_PROJECTION: FLUSH
 AJ3939_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3939+STABILITY: POSITION/ELEVATION WELL
 AJ3939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3939+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3939_ROD/PIPE-DEPTH:  8.9 meters
 AJ3939_SLEEVE-DEPTH  :  0.8 meters
 AJ3939
 AJ3939  HISTORY     - Date     Condition        Report By
 AJ3939  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3939
 AJ3939                          STATION DESCRIPTION
 AJ3939
 AJ3939'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3939'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) WEST-NORTHWEST OF THE
 AJ3939'TOWN OF GILA BEND, TOWNSHIP 04 SOUTH, RANGE 08 WEST, SECTION 21
 AJ3939'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3939'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3939'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3939'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (A GRADED DIRT ROAD HEADING
 AJ3939'EAST) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR
 AJ3939'1.0 MI (1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON
 AJ3939'PAINTED ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST
 AJ3939'ROAD IS ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE
 AJ3939'SOUTH OF THE Y) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3939'ROAD FOR 3.6 MI (5.8 KM) TO POCO DINERO ROAD (A GRADED DIRT ROAD) ON
 AJ3939'YOUR LEFT (WEST) , THENCE TURN LEFT (WEST) ON TO POCO DINERO ROAD AND
 AJ3939'DRIVE NORTHWEST FOR 0.4 MI (0.6 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3939'NORTHWEST ON POCO DINERO ROAD FOR 0.5 MI (0.8 KM) TO THE GILA RIVER,
 AJ3939'THENCE CONTINUE NORTHWEST ACROSS THE GILA RIVER ON POCO DINERO ROAD
 AJ3939'FOR 0.2 MI (0.3 KM) TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3939'WEST, THENCE CONTINUE WEST ON POCO DINERO ROAD THROUGH GATE FOR 0.7 MI
 AJ3939'(1.1 KM) TO AN OLD FEED LOT ON YOUR LEFT (SOUTH) , THENCE CONTINUE
 AJ3939'WEST ON POCO DINERO ROAD FOR 0.2 MI (0.3 KM) TO A GROUP OF HOUSES ON
 AJ3939'YOUR LEFT (SOUTH) AND TO A GATE AND A BEND IN POCO DINERO ROAD TO THE
 AJ3939'NORTH ON YOUR RIGHT (NORTH) , THENCE CONTINUE WEST ON AN UNMARKED DIRT
 AJ3939'FARM ROAD FOR 0.8 MI (1.3 KM) TO AN UNMARKED DIRT FARM ROAD, THENCE
 AJ3939'TURN LEFT (SOUTH) ON TO DIRT FARM ROAD (BARBED WIRE FENCE RUNS ALONG
 AJ3939'WEST SIDE OF DIRT FARM ROAD) AND DRIVE 0.2 MI (0.3 KM) TO A BEND IN
 AJ3939'DIRT FARM ROAD TO THE EAST, THENCE CONTINUE EAST ON DIRT FARM ROAD FOR
 AJ3939'0.1 MI (0.2 KM) TO A BEND IN DIRT FARM ROAD TO THE SOUTHWEST, THENCE
 AJ3939'CONTINUE SOUTHWEST ON DIRT FARM ROAD FOR 0.1 MI (0.2 KM) TO A BEND IN
 AJ3939'DIRT FARM ROAD TO THE SOUTH, THENCE CONTINUE SOUTH ON DIRT FARM ROAD
 AJ3939'FOR 0.6 MI (1.0 KM) TO A Y IN THE ROAD, THENCE VEER RIGHT (SOUTHWEST)
 AJ3939'ON TO UNMARKED DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A WASH BEARING
 AJ3939'NORTH AND SOUTH, THENCE CONTINUE WEST ON DIRT ROAD THROUGH WASH FOR
 AJ3939'0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE VEER RIGHT (NORTH) ON TO
 AJ3939'UNMARKED DIRT ROAD AND DRIVE NORTH FOR 0.2 MI (0.3 KM) TO A DIM JEEP
 AJ3939'TRAIL ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIM JEEP
 AJ3939'TRAIL AND DRIVE SOUTHEASTERLY FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AJ3939'YOUR LEFT
 AJ3939'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3939'COMPRESSED ON A 29.1 FOOT (8.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3939'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3939'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3HP3 1999, SURROUNDED
 AJ3939'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3939'CARSONITE MARKER
 AJ3939'STATION TIES
 AJ3939'55 FT (16.8 M) SOUTHWEST OF G.L.O.  BRASS CAP NORTH 1/4 CORNER SECTION
 AJ3939'21, TOWNSHIP 4 SOUTH, RANGE 8 WEST
 AJ3939'3.8 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3939'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3939'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3937 ***********************************************************************
 AJ3937  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3937  DESIGNATION -  3HR3
 AJ3937  PID         -  AJ3937
 AJ3937  STATE/COUNTY-  AZ/MARICOPA
 AJ3937  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3937
 AJ3937                         *CURRENT SURVEY CONTROL
 AJ3937  ___________________________________________________________________
 AJ3937* NAD 83(2007)-  33 05 23.58467(N)    113 11 15.24832(W)     ADJUSTED  
 AJ3937* NAVD 88     -       198.72   (meters)     652.0    (feet)  GPS OBS   
 AJ3937  ___________________________________________________________________
 AJ3937  EPOCH DATE  -        2007.00
 AJ3937  X           -  -2,106,199.002 (meters)                     COMP
 AJ3937  Y           -  -4,917,076.495 (meters)                     COMP
 AJ3937  Z           -   3,462,406.081 (meters)                     COMP
 AJ3937  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AJ3937  ELLIP HEIGHT-         167.167 (meters)          (02/10/07) ADJUSTED
 AJ3937  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AJ3937
 AJ3937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3937  Type    PID    Designation                      North   East  Ellip
 AJ3937  -------------------------------------------------------------------
 AJ3937  NETWORK AJ3937 3HR3                              0.90   0.84   1.31
 AJ3937  -------------------------------------------------------------------
 AJ3937
 AJ3937.The horizontal coordinates were established by GPS observations
 AJ3937.and adjusted by the National Geodetic Survey in February 2007.
 AJ3937
 AJ3937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3937.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3937.The epoch date for horizontal control is a decimal equivalence
 AJ3937.of Year/Month/Day.
 AJ3937
 AJ3937.The orthometric height was determined by GPS observations and a
 AJ3937.high-resolution geoid model.
 AJ3937.The orthometric height was determined by GPS observations and a
 AJ3937.high-resolution geoid model using precise GPS observation and
 AJ3937.processing techniques.
 AJ3937
 AJ3937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3937
 AJ3937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3937
 AJ3937.The ellipsoidal height was determined by GPS observations
 AJ3937.and is referenced to NAD 83.
 AJ3937
 AJ3937.The geoid height was determined by GEOID03.
 AJ3937
 AJ3937;                    North         East     Units Scale Factor Converg.
 AJ3937;SPC AZ C     -   232,437.671    94,718.573   MT  1.00007350   -0 41 38.2
 AJ3937;SPC AZ C     -   762,590.78    310,756.47   iFT  1.00007350   -0 41 38.2
 AJ3937;UTM  12      - 3,663,380.153   295,833.690   MT  1.00011398   -1 11 41.0
 AJ3937
 AJ3937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3937!SPC AZ C     -   0.99997376  x   1.00007350  =   1.00004725
 AJ3937!UTM  12      -   0.99997376  x   1.00011398  =   1.00008773
 AJ3937
 AJ3937                          SUPERSEDED SURVEY CONTROL
 AJ3937
 AJ3937  NAD 83(1992)-  33 05 23.58372(N)    113 11 15.24824(W) AD(       ) B
 AJ3937  ELLIP H (04/12/01)  167.199  (m)                       GP(       ) 3 2
 AJ3937
 AJ3937.Superseded values are not recommended for survey control.
 AJ3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3937.See file dsdata.txt to determine how the superseded data were derived.
 AJ3937
 AJ3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9583463380(NAD 83)
 AJ3937_MARKER: DD = SURVEY DISK
 AJ3937_SETTING: 80 = SET IN A BOULDER
 AJ3937_STAMPING: 3HR3 12-1999
 AJ3937_MARK LOGO: MCDOT 
 AJ3937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3937+STABILITY: SURFACE MOTION
 AJ3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3937+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3937
 AJ3937  HISTORY     - Date     Condition        Report By
 AJ3937  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3937  HISTORY     - 20070615 POOR             MCDOT
 AJ3937
 AJ3937                          STATION DESCRIPTION
 AJ3937
 AJ3937'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3937'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH OF THE TOWN OF
 AJ3937'SENTINEL, TOWNSHIP 04 SOUTH, RANGE 09 WEST, SECTION 9
 AJ3937'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3937'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3937'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3937'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3937'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3937'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3937'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3937'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3937'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3937'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3937'CONTINUE NORTHEAST ON HYDER ROAD FOR 3.9 MI (6.3 KM) TO ROCKY POINT
 AJ3937'ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (SOUTH) , THENCE CONTINUE
 AJ3937'NORTHEAST ON SADDLE ROAD (HYDER ROAD CHANGES TO SADDLE ROAD AT ROCKY
 AJ3937'POINT ROAD) FOR 1.8 MI (2.9 KM) TO THE STATION ON YOUR LEFT
 AJ3937'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3937'COUNTY D.O.T.  BRASS DISK, STAMPED 3HR3 12-1999, SET IN A BOULDER,
 AJ3937'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3937'STATION TIES
 AJ3937'25 FT (7.6 M) NORTHWEST OF CENTERLINE OF SADDLE ROAD
 AJ3937'5.1 FT (1.6 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3937'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3937'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3937
 AJ3937                          STATION RECOVERY (2007)
 AJ3937
 AJ3937'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3937'VANDALIZED. CAP CUT OFF STEM.
 AJ3937' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3930 ***********************************************************************
 AJ3930  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3930  DESIGNATION -  3HT1
 AJ3930  PID         -  AJ3930
 AJ3930  STATE/COUNTY-  AZ/MARICOPA
 AJ3930  USGS QUAD   -  HYDER SE (1982)
 AJ3930
 AJ3930                         *CURRENT SURVEY CONTROL
 AJ3930  ___________________________________________________________________
 AJ3930* NAD 83(2007)-  33 04 25.45252(N)    113 17 25.34435(W)     ADJUSTED  
 AJ3930* NAVD 88     -       186.41   (meters)     611.6    (feet)  GPS OBS   
 AJ3930  ___________________________________________________________________
 AJ3930  EPOCH DATE  -        2007.00
 AJ3930  X           -  -2,115,400.574 (meters)                     COMP
 AJ3930  Y           -  -4,914,177.752 (meters)                     COMP
 AJ3930  Z           -   3,460,898.645 (meters)                     COMP
 AJ3930  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AJ3930  ELLIP HEIGHT-         154.660 (meters)          (02/10/07) ADJUSTED
 AJ3930  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 AJ3930
 AJ3930  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3930  Type    PID    Designation                      North   East  Ellip
 AJ3930  -------------------------------------------------------------------
 AJ3930  NETWORK AJ3930 3HT1                              0.82   0.82   1.23
 AJ3930  -------------------------------------------------------------------
 AJ3930
 AJ3930.The horizontal coordinates were established by GPS observations
 AJ3930.and adjusted by the National Geodetic Survey in February 2007.
 AJ3930
 AJ3930.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3930.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3930.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3930.The epoch date for horizontal control is a decimal equivalence
 AJ3930.of Year/Month/Day.
 AJ3930
 AJ3930.The orthometric height was determined by GPS observations and a
 AJ3930.high-resolution geoid model.
 AJ3930.The orthometric height was determined by GPS observations and a
 AJ3930.high-resolution geoid model using precise GPS observation and
 AJ3930.processing techniques.
 AJ3930
 AJ3930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3930
 AJ3930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3930
 AJ3930.The ellipsoidal height was determined by GPS observations
 AJ3930.and is referenced to NAD 83.
 AJ3930
 AJ3930.The geoid height was determined by GEOID03.
 AJ3930
 AJ3930;                    North         East     Units Scale Factor Converg.
 AJ3930;SPC AZ C     -   230,767.704    85,097.397   MT  1.00010278   -0 44 59.1
 AJ3930;SPC AZ C     -   757,111.89    279,190.94   iFT  1.00010278   -0 44 59.1
 AJ3930;UTM  12      - 3,661,794.246   286,197.799   MT  1.00016364   -1 15 01.3
 AJ3930
 AJ3930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3930!SPC AZ C     -   0.99997572  x   1.00010278  =   1.00007850
 AJ3930!UTM  12      -   0.99997572  x   1.00016364  =   1.00013936
 AJ3930
 AJ3930                          SUPERSEDED SURVEY CONTROL
 AJ3930
 AJ3930  NAD 83(1992)-  33 04 25.45153(N)    113 17 25.34432(W) AD(       ) B
 AJ3930  ELLIP H (04/12/01)  154.690  (m)                       GP(       ) 3 2
 AJ3930
 AJ3930.Superseded values are not recommended for survey control.
 AJ3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3930.See file dsdata.txt to determine how the superseded data were derived.
 AJ3930
 AJ3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8619861794(NAD 83)
 AJ3930_MARKER: I = METAL ROD
 AJ3930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3930_STAMPING: 3HT1
 AJ3930_MARK LOGO: MCDOT 
 AJ3930_PROJECTION: FLUSH
 AJ3930_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3930+STABILITY: POSITION/ELEVATION WELL
 AJ3930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3930+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3930_ROD/PIPE-DEPTH:  4.9 meters
 AJ3930_SLEEVE-DEPTH  :  0.8 meters
 AJ3930
 AJ3930  HISTORY     - Date     Condition        Report By
 AJ3930  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3930
 AJ3930                          STATION DESCRIPTION
 AJ3930
 AJ3930'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3930'THE STATION IS LOCATED ABOUT 15.5 MI (24.9 KM) NORTH-NORTHWEST OF THE
 AJ3930'TOWN OF SENTINEL, TOWNSHIP 04 SOUTH, RANGE 10 WEST, SECTION 16
 AJ3930'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3930'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3930'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3930'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3930'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3930'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3930'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3930'THENCE CONTINUE NORTH ON 571ST AVENUE (AGUA CALIENTE ROAD CHANGES TO
 AJ3930'571ST AVENUE AT HYDER ROAD) FOR 0.1 MI (0.2 KM) TO SOUTHERN PACIFIC
 AJ3930'RAILROAD TRACKS BEARING NORTHEAST AND SOUTHWEST AND END OF PAVEMENT,
 AJ3930'THENCE CONTINUE NORTH ON 571ST AVENUE (A GRADED DIRT ROAD) FOR 0.2 MI
 AJ3930'(0.3 KM) TO OVERHEAD POWER LINES BEARING NORTHEAST AND SOUTHWEST,
 AJ3930'THENCE CONTINUE NORTH ON 571ST AVENUE FOR 2.3 MI (3.7 KM) TO
 AJ3930'BUTTERFIELD STAGE ROAD (A GRADED DIRT ROAD) , THENCE TURN RIGHT (EAST)
 AJ3930'ON TO BUTTERFIELD STAGE ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION
 AJ3930'ON YOUR LEFT
 AJ3930'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3930'COMPRESSED ON A 16.0 FT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3930'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3930'WITH A COUNTY LOGO ACCESS COVER STAMPED 3HT1, SURROUNDED WITH A
 AJ3930'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3930'MARKER
 AJ3930'STATION TIES
 AJ3930'340 FT (103.6 M) WEST OF WASH BEARING NORTH AND SOUTH
 AJ3930'275 FT (83.8 M) WEST OF CONCRETE DITCH BEARING NORTH AND SOUTH
 AJ3930'113 FT (34.4 M) NORTH OF CENTERLINE OF BUTTERFIELD STAGE ROAD
 AJ3930'4.5 FT (1.4 M) NORTH OF CARSONITE WITNESS POST
 AJ3930'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3930'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3757 ***********************************************************************
 AJ3757  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3757  DESIGNATION -  3IE2
 AJ3757  PID         -  AJ3757
 AJ3757  STATE/COUNTY-  AZ/MARICOPA
 AJ3757  USGS QUAD   -  COTTON CENTER SE (1973)
 AJ3757
 AJ3757                         *CURRENT SURVEY CONTROL
 AJ3757  ___________________________________________________________________
 AJ3757* NAD 83(2007)-  33 01 31.67674(N)    112 30 46.10519(W)     ADJUSTED  
 AJ3757* NAVD 88     -       406.14   (meters)    1332.5    (feet)  GPS OBS   
 AJ3757  ___________________________________________________________________
 AJ3757  EPOCH DATE  -        2007.00
 AJ3757  X           -  -2,049,705.781 (meters)                     COMP
 AJ3757  Y           -  -4,945,300.677 (meters)                     COMP
 AJ3757  Z           -   3,456,531.437 (meters)                     COMP
 AJ3757  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 AJ3757  ELLIP HEIGHT-         375.229 (meters)          (02/10/07) ADJUSTED
 AJ3757  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AJ3757
 AJ3757  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3757  Type    PID    Designation                      North   East  Ellip
 AJ3757  -------------------------------------------------------------------
 AJ3757  NETWORK AJ3757 3IE2                              0.71   0.65   1.08
 AJ3757  -------------------------------------------------------------------
 AJ3757
 AJ3757.The horizontal coordinates were established by GPS observations
 AJ3757.and adjusted by the National Geodetic Survey in February 2007.
 AJ3757
 AJ3757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3757.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3757.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3757.The epoch date for horizontal control is a decimal equivalence
 AJ3757.of Year/Month/Day.
 AJ3757
 AJ3757.The orthometric height was determined by GPS observations and a
 AJ3757.high-resolution geoid model.
 AJ3757.The orthometric height was determined by GPS observations and a
 AJ3757.high-resolution geoid model using precise GPS observation and
 AJ3757.processing techniques.
 AJ3757
 AJ3757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3757
 AJ3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3757
 AJ3757.The ellipsoidal height was determined by GPS observations
 AJ3757.and is referenced to NAD 83.
 AJ3757
 AJ3757.The geoid height was determined by GEOID03.
 AJ3757
 AJ3757;                    North         East     Units Scale Factor Converg.
 AJ3757;SPC AZ C     -   224,733.435   157,669.938   MT  0.99993823   -0 19 29.7
 AJ3757;SPC AZ C     -   737,314.42    517,289.82   iFT  0.99993823   -0 19 29.7
 AJ3757;UTM  12      - 3,655,126.798   358,713.768   MT  0.99984613   -0 49 28.7
 AJ3757
 AJ3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3757!SPC AZ C     -   0.99994109  x   0.99993823  =   0.99987933
 AJ3757!UTM  12      -   0.99994109  x   0.99984613  =   0.99978723
 AJ3757
 AJ3757                          SUPERSEDED SURVEY CONTROL
 AJ3757
 AJ3757  NAD 83(1992)-  33 01 31.67594(N)    112 30 46.10482(W) AD(       ) B
 AJ3757  ELLIP H (04/12/01)  375.261  (m)                       GP(       ) 3 2
 AJ3757
 AJ3757.Superseded values are not recommended for survey control.
 AJ3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3757.See file dsdata.txt to determine how the superseded data were derived.
 AJ3757
 AJ3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5871455127(NAD 83)
 AJ3757_MARKER: I = METAL ROD
 AJ3757_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3757+WITH SETTING: INFORMATION.
 AJ3757_STAMPING: 3IE2 2000
 AJ3757_MARK LOGO: MCDOT 
 AJ3757_PROJECTION: FLUSH
 AJ3757_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3757+STABILITY: POSITION/ELEVATION WELL
 AJ3757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3757+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3757_ROD/PIPE-DEPTH:  2.4 meters
 AJ3757_SLEEVE-DEPTH  :  0.8 meters
 AJ3757
 AJ3757  HISTORY     - Date     Condition        Report By
 AJ3757  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3757
 AJ3757                          STATION DESCRIPTION
 AJ3757
 AJ3757'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3757'THE STATION IS LOCATED APPROXIMATELY 38 MI (61.2 KM) WEST OF THE CITY
 AJ3757'OF PHOENIX, 24 MI (38.6 KM) SOUTH OF THE TOWN OF BUCKEYE, TOWNSHIP 5
 AJ3757'SOUTH, RANGE 3 WEST, SECTION 1
 AJ3757'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3757'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 AND
 AJ3757'INTERSTATE 8 BUSINESS LOOP IN GILA BEND, DRIVE NORTHWEST ON INTERSTATE
 AJ3757'8 BUSINESS LOOP FOR 2.6 MI (4.2 KM) TO STATE ROUTE 85, THENCE TURN
 AJ3757'RIGHT (NORTHEAST) ONTO STATE ROUTE 85 AND DRIVE 0.4 MI (0.6 KM) TO
 AJ3757'STATE ROUTE 238, THENCE TURN RIGHT (EAST) ONTO STATE ROUTE 238
 AJ3757'(MARICOPA ROAD) AND DRIVE FOR 10.6 MI (17.1 KM) TO A DIRT ROAD LEFT,
 AJ3757'THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE 1.1 MI (1.8 KM)
 AJ3757'TO A FENCE LINE AND A FORK IN THE ROAD, THENCE PASS THROUGH THE FENCE
 AJ3757'AND TAKE THE RIGHT FORK AND DRIVE NORTHEASTERLY FOR 1.1 MI (1.8 KM) TO
 AJ3757'THE BUTTERFIELD TRAIL, THENCE TURN RIGHT (NORTHEAST) ONTO THE
 AJ3757'BUTTERFIELD TRAIL AND DRIVE FOR 0.8 MI (1.3 KM) TO A WOODEN SIGN THAT
 AJ3757'READS BUTTERFIELD TRAIL TROOP 75 AND THE STATION OF THE RIGHT (SOUTH)
 AJ3757'SIDE OF THE ROAD
 AJ3757'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3757'CENTER OF AN ALUMINUM CAP COMPRESSED ON A AN 8 FOOT (2.4 M) STAINLESS
 AJ3757'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3757'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3757'COVER, STAMPED 3IE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3757'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3757'STATION TIES
 AJ3757'THE STATION IS 30 FT (9.1 M) SOUTH OF THE CENTERLINE OF THE
 AJ3757'BUTTERFIELD TRAIL
 AJ3757'10 FT (3.0 M) WEST OF THE BUTTERFIELD TRAIL TROOP 75 SIGN
 AJ3757'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3757'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3774 ***********************************************************************
 AJ3774  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3774  DESIGNATION -  3IG2
 AJ3774  PID         -  AJ3774
 AJ3774  STATE/COUNTY-  AZ/MARICOPA
 AJ3774  USGS QUAD   -  COTTON CENTER (1973)
 AJ3774
 AJ3774                         *CURRENT SURVEY CONTROL
 AJ3774  ___________________________________________________________________
 AJ3774* NAD 83(2007)-  33 01 39.94577(N)    112 37 38.91583(W)     ADJUSTED  
 AJ3774* NAVD 88     -       258.07   (meters)     846.7    (feet)  GPS OBS   
 AJ3774  ___________________________________________________________________
 AJ3774  EPOCH DATE  -        2007.00
 AJ3774  X           -  -2,059,497.723 (meters)                     COMP
 AJ3774  Y           -  -4,940,945.577 (meters)                     COMP
 AJ3774  Z           -   3,456,664.154 (meters)                     COMP
 AJ3774  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AJ3774  ELLIP HEIGHT-         226.843 (meters)          (02/10/07) ADJUSTED
 AJ3774  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AJ3774
 AJ3774  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3774  Type    PID    Designation                      North   East  Ellip
 AJ3774  -------------------------------------------------------------------
 AJ3774  NETWORK AJ3774 3IG2                              0.71   0.69   1.12
 AJ3774  -------------------------------------------------------------------
 AJ3774
 AJ3774.The horizontal coordinates were established by GPS observations
 AJ3774.and adjusted by the National Geodetic Survey in February 2007.
 AJ3774
 AJ3774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3774.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3774.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3774.The epoch date for horizontal control is a decimal equivalence
 AJ3774.of Year/Month/Day.
 AJ3774
 AJ3774.The orthometric height was determined by GPS observations and a
 AJ3774.high-resolution geoid model.
 AJ3774.The orthometric height was determined by GPS observations and a
 AJ3774.high-resolution geoid model using precise GPS observation and
 AJ3774.processing techniques.
 AJ3774
 AJ3774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3774
 AJ3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3774
 AJ3774.The ellipsoidal height was determined by GPS observations
 AJ3774.and is referenced to NAD 83.
 AJ3774
 AJ3774.The geoid height was determined by GEOID03.
 AJ3774
 AJ3774;                    North         East     Units Scale Factor Converg.
 AJ3774;SPC AZ C     -   225,054.752   146,959.281   MT  0.99995435   -0 23 14.8
 AJ3774;SPC AZ C     -   738,368.61    482,149.87   iFT  0.99995435   -0 23 14.8
 AJ3774;UTM  12      - 3,655,541.490   348,007.186   MT  0.99988485   -0 53 14.0
 AJ3774
 AJ3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3774!SPC AZ C     -   0.99996439  x   0.99995435  =   0.99991874
 AJ3774!UTM  12      -   0.99996439  x   0.99988485  =   0.99984924
 AJ3774
 AJ3774                          SUPERSEDED SURVEY CONTROL
 AJ3774
 AJ3774  NAD 83(1992)-  33 01 39.94491(N)    112 37 38.91554(W) AD(       ) B
 AJ3774  ELLIP H (04/12/01)  226.877  (m)                       GP(       ) 3 2
 AJ3774
 AJ3774.Superseded values are not recommended for survey control.
 AJ3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3774.See file dsdata.txt to determine how the superseded data were derived.
 AJ3774
 AJ3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4800755541(NAD 83)
 AJ3774_MARKER: F = FLANGE-ENCASED ROD
 AJ3774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3774_STAMPING: 3IG2 1999
 AJ3774_MARK LOGO: MCDOT 
 AJ3774_PROJECTION: FLUSH
 AJ3774_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3774+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AJ3774_ROD/PIPE-DEPTH:  6.2 meters
 AJ3774_SLEEVE-DEPTH  :  0.8 meters
 AJ3774
 AJ3774  HISTORY     - Date     Condition        Report By
 AJ3774  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3774  HISTORY     - 20060116 GOOD             NGS
 AJ3774
 AJ3774                          STATION DESCRIPTION
 AJ3774
 AJ3774'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3774'THE STATION IS LOCATED APPROXIMATELY 43 MI (69.2 KM) SOUTHWEST OF THE
 AJ3774'CITY OF PHOENIX, 7.5 NORTHEAST OF THE TOWN OF GILA BEND, TOWNSHIP 5
 AJ3774'SOUTH, RANGE 4 WEST, SECTION 1
 AJ3774'OWNERSHIP-STATE LAND DEPARTMENT
 AJ3774'TO REACH THE STATION FROM THE INTERSECTION (EXIT 112) OF INTERSTATE 10
 AJ3774'AND STATE ROUTE 85, DRIVE SOUTH ON STATE ROUTE 85 FOR 27.4 MI (44.1
 AJ3774'KM) TO MILE POST 127, THENCE CONTINUE SOUTH ON STATE ROUTE 85 FOR 0.1
 AJ3774'MI (0.2 KM) TO A DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT
 AJ3774'ROAD, PASS THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, AND DRIVE 0.7 MI
 AJ3774'(1.1 KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND DRIVE
 AJ3774'0.1 MI (0.2 KM) TO NORTH-SOUTH OVERHEAD POWER LINES, THENCE CONTINUE
 AJ3774'EAST, PASSING UNDER THE POWER LINES, FOR 0.4 MI (0.6 KM) TO THE
 AJ3774'STATION ON THE RIGHT (SOUTH) SIDE OF THE ROAD
 AJ3774'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3774'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 20.3 FOOT (6.2 M) STAINLESS
 AJ3774'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3774'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3774'STAMPED 3IG2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3774'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3774'STATION TIES
 AJ3774'THE STATION IS 20.5 FT (6.2 M) SOUTH OF THE CENTERLINE OF THE DIRT
 AJ3774'ROAD
 AJ3774'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3774'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3774
 AJ3774                          STATION RECOVERY (2006)
 AJ3774
 AJ3774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AJ3774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3777 ***********************************************************************
 AJ3777  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3777  DESIGNATION -  3II2
 AJ3777  PID         -  AJ3777
 AJ3777  STATE/COUNTY-  AZ/MARICOPA
 AJ3777  USGS QUAD   -  COTTON CENTER (1973)
 AJ3777
 AJ3777                         *CURRENT SURVEY CONTROL
 AJ3777  ___________________________________________________________________
 AJ3777* NAD 83(2007)-  33 02 50.54546(N)    112 41 45.15070(W)     ADJUSTED  
 AJ3777* NAVD 88     -       204.08   (meters)     669.6    (feet)  GPS OBS   
 AJ3777  ___________________________________________________________________
 AJ3777  EPOCH DATE  -        2007.00
 AJ3777  X           -  -2,064,919.649 (meters)                     COMP
 AJ3777  Y           -  -4,937,347.695 (meters)                     COMP
 AJ3777  Z           -   3,458,458.052 (meters)                     COMP
 AJ3777  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AJ3777  ELLIP HEIGHT-         172.806 (meters)          (02/10/07) ADJUSTED
 AJ3777  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AJ3777
 AJ3777  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3777  Type    PID    Designation                      North   East  Ellip
 AJ3777  -------------------------------------------------------------------
 AJ3777  NETWORK AJ3777 3II2                              0.63   0.59   0.98
 AJ3777  -------------------------------------------------------------------
 AJ3777
 AJ3777.The horizontal coordinates were established by GPS observations
 AJ3777.and adjusted by the National Geodetic Survey in February 2007.
 AJ3777
 AJ3777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3777.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3777.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3777.The epoch date for horizontal control is a decimal equivalence
 AJ3777.of Year/Month/Day.
 AJ3777
 AJ3777.The orthometric height was determined by GPS observations and a
 AJ3777.high-resolution geoid model.
 AJ3777.The orthometric height was determined by GPS observations and a
 AJ3777.high-resolution geoid model using precise GPS observation and
 AJ3777.processing techniques.
 AJ3777
 AJ3777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3777
 AJ3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3777
 AJ3777.The ellipsoidal height was determined by GPS observations
 AJ3777.and is referenced to NAD 83.
 AJ3777
 AJ3777.The geoid height was determined by GEOID03.
 AJ3777
 AJ3777;                    North         East     Units Scale Factor Converg.
 AJ3777;SPC AZ C     -   227,274.867   140,585.760   MT  0.99996528   -0 25 29.8
 AJ3777;SPC AZ C     -   745,652.45    461,239.37   iFT  0.99996528   -0 25 29.8
 AJ3777;UTM  12      - 3,657,816.988   341,653.678   MT  0.99990916   -0 55 30.0
 AJ3777
 AJ3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3777!SPC AZ C     -   0.99997287  x   0.99996528  =   0.99993815
 AJ3777!UTM  12      -   0.99997287  x   0.99990916  =   0.99988203
 AJ3777
 AJ3777                          SUPERSEDED SURVEY CONTROL
 AJ3777
 AJ3777  NAD 83(1992)-  33 02 50.54461(N)    112 41 45.15043(W) AD(       ) B
 AJ3777  ELLIP H (04/12/01)  172.839  (m)                       GP(       ) 3 2
 AJ3777
 AJ3777.Superseded values are not recommended for survey control.
 AJ3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3777.See file dsdata.txt to determine how the superseded data were derived.
 AJ3777
 AJ3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4165457817(NAD 83)
 AJ3777_MARKER: I = METAL ROD
 AJ3777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3777_STAMPING: 3II2 1999
 AJ3777_MARK LOGO: MCDOT 
 AJ3777_PROJECTION: FLUSH
 AJ3777_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3777+STABILITY: POSITION/ELEVATION WELL
 AJ3777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3777+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3777_ROD/PIPE-DEPTH:  7.5 meters
 AJ3777_SLEEVE-DEPTH  :  0.8 meters
 AJ3777
 AJ3777  HISTORY     - Date     Condition        Report By
 AJ3777  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3777
 AJ3777                          STATION DESCRIPTION
 AJ3777
 AJ3777'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3777'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3777'CITY OF PHOENIX, 7 MI (11.3 KM) NORTH OF GILA BEND, TOWNSHIP 4 SOUTH,
 AJ3777'RANGE 4 WEST, SECTION 29
 AJ3777'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3777'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 BUSINESS
 AJ3777'LOOP AND OLD HIGHWAY 80, DRIVE NORTH ON OLD HIGHWAY 80 FOR 8.1 MI
 AJ3777'(13.0 KM) TO A DIRT ROAD, THENCE TURN LEFT (WEST) ONTO THE DIRT ROAD
 AJ3777'AND DRIVE 0.1 MI (0.2 KM) (ROAD CURVES FROM WEST TO NORTH) TO A POINT
 AJ3777'WHERE THE ROAD AGAIN TURNS WEST, THENCE DRIVE WEST ON THE DIRT ROAD
 AJ3777'FOR 0.5 MI (0.8 KM) TO A TURN LEFT, THENCE TURN LEFT (SOUTH) AND DRIVE
 AJ3777'150 FT (45.7 M) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (WEST) AND
 AJ3777'DRIVE FOR 0.6 MI (1.0 KM) TO A DIRT ROAD LEFT, THENCE TURN LEFT
 AJ3777'(SOUTH) ONTO THE DIRT ROAD AND DRIVE SOUTH FOR 0.5 MI (0.8 KM) TO A
 AJ3777'T-INTERSECTION, THENCE TURN RIGHT (WEST) AND DRIVE (STARTING TO THE
 AJ3777'WEST AND CURVING BACK TO THE EAST) FOR 1.1 MI (1.8 KM) TO THE STATION
 AJ3777'ON THE LEFT
 AJ3777'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3777'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 24.5 FOOT (7.5 M) STAINLESS
 AJ3777'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3777'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3777'STAMPED 3II2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3777'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3777'STATION TIES
 AJ3777'THE STATION IS 60 FT (18.3 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3777'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3777'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3901 ***********************************************************************
 AJ3901  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3901  DESIGNATION -  3IK2
 AJ3901  PID         -  AJ3901
 AJ3901  STATE/COUNTY-  AZ/MARICOPA
 AJ3901  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 AJ3901
 AJ3901                         *CURRENT SURVEY CONTROL
 AJ3901  ___________________________________________________________________
 AJ3901* NAD 83(2007)-  33 02 58.19053(N)    112 50 07.57437(W)     ADJUSTED  
 AJ3901* NAVD 88     -       194.70   (meters)     638.8    (feet)  GPS OBS   
 AJ3901  ___________________________________________________________________
 AJ3901  EPOCH DATE  -        2007.00
 AJ3901  X           -  -2,076,887.063 (meters)                     COMP
 AJ3901  Y           -  -4,932,177.579 (meters)                     COMP
 AJ3901  Z           -   3,458,650.302 (meters)                     COMP
 AJ3901  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AJ3901  ELLIP HEIGHT-         163.322 (meters)          (02/10/07) ADJUSTED
 AJ3901  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3901
 AJ3901  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3901  Type    PID    Designation                      North   East  Ellip
 AJ3901  -------------------------------------------------------------------
 AJ3901  NETWORK AJ3901 3IK2                              0.63   0.59   0.96
 AJ3901  -------------------------------------------------------------------
 AJ3901
 AJ3901.The horizontal coordinates were established by GPS observations
 AJ3901.and adjusted by the National Geodetic Survey in February 2007.
 AJ3901
 AJ3901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3901.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3901.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3901.The epoch date for horizontal control is a decimal equivalence
 AJ3901.of Year/Month/Day.
 AJ3901
 AJ3901.The orthometric height was determined by GPS observations and a
 AJ3901.high-resolution geoid model.
 AJ3901.The orthometric height was determined by GPS observations and a
 AJ3901.high-resolution geoid model using precise GPS observation and
 AJ3901.processing techniques.
 AJ3901
 AJ3901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3901
 AJ3901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3901
 AJ3901.The ellipsoidal height was determined by GPS observations
 AJ3901.and is referenced to NAD 83.
 AJ3901
 AJ3901.The geoid height was determined by GEOID03.
 AJ3901
 AJ3901;                    North         East     Units Scale Factor Converg.
 AJ3901;SPC AZ C     -   227,615.714   127,552.983   MT  0.99999075   -0 30 03.9
 AJ3901;SPC AZ C     -   746,770.72    418,480.92   iFT  0.99999075   -0 30 03.9
 AJ3901;UTM  12      - 3,658,271.555   328,624.924   MT  0.99996213   -1 00 04.4
 AJ3901
 AJ3901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3901!SPC AZ C     -   0.99997436  x   0.99999075  =   0.99996511
 AJ3901!UTM  12      -   0.99997436  x   0.99996213  =   0.99993649
 AJ3901
 AJ3901                          SUPERSEDED SURVEY CONTROL
 AJ3901
 AJ3901  NAD 83(1992)-  33 02 58.18967(N)    112 50 07.57420(W) AD(       ) B
 AJ3901  ELLIP H (04/12/01)  163.358  (m)                       GP(       ) 3 2
 AJ3901
 AJ3901.Superseded values are not recommended for survey control.
 AJ3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3901.See file dsdata.txt to determine how the superseded data were derived.
 AJ3901
 AJ3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2862558272(NAD 83)
 AJ3901_MARKER: I = METAL ROD
 AJ3901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3901_STAMPING: 3IK2 1999
 AJ3901_MARK LOGO: MCDOT 
 AJ3901_PROJECTION: FLUSH
 AJ3901_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3901+STABILITY: POSITION/ELEVATION WELL
 AJ3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3901+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3901_ROD/PIPE-DEPTH:  5.2 meters
 AJ3901_SLEEVE-DEPTH  :  0.8 meters
 AJ3901
 AJ3901  HISTORY     - Date     Condition        Report By
 AJ3901  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3901
 AJ3901                          STATION DESCRIPTION
 AJ3901
 AJ3901'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3901'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF THE TOWN OF
 AJ3901'GILA BEND, TOWNSHIP 04 SOUTH, RANGE 06 WEST, SECTION 25
 AJ3901'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3901'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND WOODS
 AJ3901'ROAD (0.1 MI SOUTH OF MILE POST 134) , DRIVE WEST ON WOODS ROAD FOR
 AJ3901'1.3 MI (2.1 KM) TO OLD U.S.  HIGHWAY 80, THENCE TURN LEFT (SOUTH) ON
 AJ3901'T0 OLD U.S.  HIGHWAY 80 AND DRIVE FOR 3.0 MI (4.8 KM) TO PIER POINT
 AJ3901'ROAD (A DIRT ROAD) , THENCE TURN RIGHT (WEST) ON TO PIER POINT ROAD
 AJ3901'AND DRIVE FOR 1.3 MI (2.1 KM) TO THE GILA RIVER, THENCE CONTINUE WEST
 AJ3901'ACROSS THE GILA RIVER ON PIER POINT ROAD FOR 1.0 MI (1.6 KM) TO
 AJ3901'ENTERPRISE ROAD (A DIRT ROAD AND NO STREET SIGNS) , THENCE TURN RIGHT
 AJ3901'(NORTH) ON TO ENTERPRISE ROAD AND DRIVE NORTH-NORTHWEST FOR 1.0 MI
 AJ3901'(1.6 KM) TO A WELL SITE ON YOUR RIGHT, THENCE CONTINUE NORTH-NORTHWEST
 AJ3901'ON ENTERPRISE ROAD FOR 1.4 MI (2.3 KM) TO A WELL SITE ON YOUR RIGHT,
 AJ3901'THENCE CONTINUE NORTH-NORTHWEST ON ENTERPRISE ROAD FOR 1.5 MI (2.4 KM)
 AJ3901'TO CITRUS VALLEY ROAD (A DIRT ROAD AND NO STREET SIGN) , THENCE TURN
 AJ3901'LEFT (WEST) ON TO CITRUS VALLEY ROAD AND DRIVE SOUTHWESTERLY FOR 3.5
 AJ3901'MI (5.6 KM) TO A CATTLE GUARD, THENCE CONTINUE SOUTHWESTERLY ON CITRUS
 AJ3901'VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A BORROW PIT ON YOUR LEFT, THENCE
 AJ3901'CONTINUE SOUTHWESTERLY ON CITRUS VALLEY ROAD FOR 0.8 MI (1.3 KM) TO A
 AJ3901'WASH BEARING NORTHEAST AND SOUTHWEST, THENCE CONTINUE SOUTHWESTERLY ON
 AJ3901'CITRUS VALLEY ROAD FOR 5.6 MI (9.0 KM) TO THE STATION ON YOUR LEFT
 AJ3901'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3901'COMPRESSED ON A 17.1 FOOT (5.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3901'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3901'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3IK2 1999, SURROUNDED
 AJ3901'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3901'CARSONITE MARKER
 AJ3901'STATION TIES
 AJ3901'33.5 FT (10.2 M) SOUTHEAST OF CENTERLINE OF CITRUS VALLEY ROAD
 AJ3901'10.8 FT (3.3 M) SOUTHEAST OF CARSONITE WITNESS POST
 AJ3901'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3901'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3903 ***********************************************************************
 AJ3903  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3903  DESIGNATION -  3IM1
 AJ3903  PID         -  AJ3903
 AJ3903  STATE/COUNTY-  AZ/MARICOPA
 AJ3903  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3903
 AJ3903                         *CURRENT SURVEY CONTROL
 AJ3903  ___________________________________________________________________
 AJ3903* NAD 83(2007)-  33 01 03.88483(N)    113 00 05.13164(W)     ADJUSTED  
 AJ3903* NAVD 88     -       259.51   (meters)     851.4    (feet)  GPS OBS   
 AJ3903  ___________________________________________________________________
 AJ3903  EPOCH DATE  -        2007.00
 AJ3903  X           -  -2,091,938.373 (meters)                     COMP
 AJ3903  Y           -  -4,927,957.087 (meters)                     COMP
 AJ3903  Z           -   3,455,733.322 (meters)                     COMP
 AJ3903  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AJ3903  ELLIP HEIGHT-         228.057 (meters)          (02/10/07) ADJUSTED
 AJ3903  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AJ3903
 AJ3903  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3903  Type    PID    Designation                      North   East  Ellip
 AJ3903  -------------------------------------------------------------------
 AJ3903  NETWORK AJ3903 3IM1                              0.59   0.53   0.92
 AJ3903  -------------------------------------------------------------------
 AJ3903
 AJ3903.The horizontal coordinates were established by GPS observations
 AJ3903.and adjusted by the National Geodetic Survey in February 2007.
 AJ3903
 AJ3903.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3903.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3903.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3903.The epoch date for horizontal control is a decimal equivalence
 AJ3903.of Year/Month/Day.
 AJ3903
 AJ3903.The orthometric height was determined by GPS observations and a
 AJ3903.high-resolution geoid model.
 AJ3903.The orthometric height was determined by GPS observations and a
 AJ3903.high-resolution geoid model using precise GPS observation and
 AJ3903.processing techniques.
 AJ3903
 AJ3903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3903
 AJ3903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3903
 AJ3903.The ellipsoidal height was determined by GPS observations
 AJ3903.and is referenced to NAD 83.
 AJ3903
 AJ3903.The geoid height was determined by GEOID03.
 AJ3903
 AJ3903;                    North         East     Units Scale Factor Converg.
 AJ3903;SPC AZ C     -   224,242.235   112,013.759   MT  1.00002660   -0 35 28.1
 AJ3903;SPC AZ C     -   735,702.87    367,499.21   iFT  1.00002660   -0 35 28.1
 AJ3903;UTM  12      - 3,655,033.832   313,057.045   MT  1.00003092   -1 05 27.2
 AJ3903
 AJ3903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3903!SPC AZ C     -   0.99996420  x   1.00002660  =   0.99999080
 AJ3903!UTM  12      -   0.99996420  x   1.00003092  =   0.99999512
 AJ3903
 AJ3903                          SUPERSEDED SURVEY CONTROL
 AJ3903
 AJ3903  NAD 83(1992)-  33 01 03.88397(N)    113 00 05.13155(W) AD(       ) B
 AJ3903  ELLIP H (04/12/01)  228.096  (m)                       GP(       ) 3 2
 AJ3903
 AJ3903.Superseded values are not recommended for survey control.
 AJ3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3903.See file dsdata.txt to determine how the superseded data were derived.
 AJ3903
 AJ3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1305755034(NAD 83)
 AJ3903_MARKER: DD = SURVEY DISK
 AJ3903_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3903_STAMPING: 3IM1 1999
 AJ3903_MARK LOGO: MCDOT 
 AJ3903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3903+STABILITY: POSITION/ELEVATION WELL
 AJ3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3903+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3903
 AJ3903  HISTORY     - Date     Condition        Report By
 AJ3903  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3903
 AJ3903                          STATION DESCRIPTION
 AJ3903
 AJ3903'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3903'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) WEST-NORTHWEST OF THE
 AJ3903'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 07 WEST
 AJ3903'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3903'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3903'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3903'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3903'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3903'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3903'ROCK DAM ROAD FOR 1.5 MI (2.4 KM) TO A SMALL HILL ON THE LEFT (WEST)
 AJ3903'TO THE END OF TRUCK TRAVEL, PARK ON THE RIGHT (EAST) SIDE OF PAINTED
 AJ3903'ROCK DAM ROAD AND HIKE WEST 600 FT (182.9 M) TO THE HIGHEST POINT AND
 AJ3903'STATION AS DESCRIBED
 AJ3903'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3903'COUNTY D.O.T.  BRASS DISK, STAMPED 3IM1 1999, SET IN BEDROCK,
 AJ3903'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3903'STATION TIES
 AJ3903'5.3 FT (1.6 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3903'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3903'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3904 ***********************************************************************
 AJ3904  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3904  DESIGNATION -  3IO1
 AJ3904  PID         -  AJ3904
 AJ3904  STATE/COUNTY-  AZ/MARICOPA
 AJ3904  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3904
 AJ3904                         *CURRENT SURVEY CONTROL
 AJ3904  ___________________________________________________________________
 AJ3904* NAD 83(2007)-  33 02 22.48718(N)    113 02 45.84545(W)     ADJUSTED  
 AJ3904* NAVD 88     -       169.50   (meters)     556.1    (feet)  GPS OBS   
 AJ3904  ___________________________________________________________________
 AJ3904  EPOCH DATE  -        2007.00
 AJ3904  X           -  -2,095,231.164 (meters)                     COMP
 AJ3904  Y           -  -4,925,041.611 (meters)                     COMP
 AJ3904  Z           -   3,457,714.482 (meters)                     COMP
 AJ3904  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AJ3904  ELLIP HEIGHT-         138.017 (meters)          (02/10/07) ADJUSTED
 AJ3904  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AJ3904
 AJ3904  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3904  Type    PID    Designation                      North   East  Ellip
 AJ3904  -------------------------------------------------------------------
 AJ3904  NETWORK AJ3904 3IO1                              0.55   0.49   0.92
 AJ3904  -------------------------------------------------------------------
 AJ3904
 AJ3904.The horizontal coordinates were established by GPS observations
 AJ3904.and adjusted by the National Geodetic Survey in February 2007.
 AJ3904
 AJ3904.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3904.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3904.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3904.The epoch date for horizontal control is a decimal equivalence
 AJ3904.of Year/Month/Day.
 AJ3904
 AJ3904.The orthometric height was determined by GPS observations and a
 AJ3904.high-resolution geoid model.
 AJ3904.The orthometric height was determined by GPS observations and a
 AJ3904.high-resolution geoid model using precise GPS observation and
 AJ3904.processing techniques.
 AJ3904
 AJ3904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3904
 AJ3904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3904
 AJ3904.The ellipsoidal height was determined by GPS observations
 AJ3904.and is referenced to NAD 83.
 AJ3904
 AJ3904.The geoid height was determined by GEOID03.
 AJ3904
 AJ3904;                    North         East     Units Scale Factor Converg.
 AJ3904;SPC AZ C     -   226,707.604   107,868.706   MT  1.00003717   -0 36 57.0
 AJ3904;SPC AZ C     -   743,791.35    353,899.95   iFT  1.00003717   -0 36 57.0
 AJ3904;UTM  12      - 3,657,535.295   308,933.625   MT  1.00005014   -1 06 57.2
 AJ3904
 AJ3904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3904!SPC AZ C     -   0.99997833  x   1.00003717  =   1.00001550
 AJ3904!UTM  12      -   0.99997833  x   1.00005014  =   1.00002847
 AJ3904
 AJ3904                          SUPERSEDED SURVEY CONTROL
 AJ3904
 AJ3904  NAD 83(1992)-  33 02 22.48634(N)    113 02 45.84538(W) AD(       ) B
 AJ3904  ELLIP H (04/12/01)  138.060  (m)                       GP(       ) 3 2
 AJ3904
 AJ3904.Superseded values are not recommended for survey control.
 AJ3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3904.See file dsdata.txt to determine how the superseded data were derived.
 AJ3904
 AJ3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0893457535(NAD 83)
 AJ3904_MARKER: I = METAL ROD
 AJ3904_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3904_STAMPING: 3IO1 1999
 AJ3904_MARK LOGO: MCDOT 
 AJ3904_PROJECTION: FLUSH
 AJ3904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3904+STABILITY: POSITION/ELEVATION WELL
 AJ3904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3904+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 AJ3904_ROD/PIPE-DEPTH: 16.6 meters
 AJ3904_SLEEVE-DEPTH  :  0.8 meters
 AJ3904
 AJ3904  HISTORY     - Date     Condition        Report By
 AJ3904  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3904  HISTORY     - 20070514 GOOD             MCDOT
 AJ3904  HISTORY     - 20070626 GOOD             GEOCAC
 AJ3904
 AJ3904                          STATION DESCRIPTION
 AJ3904
 AJ3904'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3904'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) WEST-NORTHWEST OF THE
 AJ3904'TOWN OF GILA BEND, TOWNSHIP 04 SOUTH, RANGE 08 WEST, SECTION 36
 AJ3904'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3904'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3904'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3904'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3904'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3904'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3904'ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST ROAD IS
 AJ3904'ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE SOUTH OF
 AJ3904'THE Y) , THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR
 AJ3904'1.1 MI (1.8 KM) TO THE STATION ON YOUR RIGHT (TO YOUR LEFT IS A WELL
 AJ3904'SITE AND A DIRT ROAD - ENTRANCE TO PAINTED ROCK RANCH) , PARK AT THIS
 AJ3904'LOCATION AND HIKE EAST 150 FT (45.7 M) TO THE STATION AS DESCRIBED
 AJ3904'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3904'COMPRESSED ON A 54.5 FOOT (16.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3904'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3904'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3IO1 1999, SURROUNDED
 AJ3904'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3904'CARSONITE MARKER
 AJ3904'STATION TIES
 AJ3904'175 FT (53.3 M) EAST-SOUTHEAST OF INTERSECTION OF PAINTED ROCK DAM
 AJ3904'ROAD AND DIRT ROAD - ENTRANCE TO PAINTED ROCK RANCH
 AJ3904'149.6 FT (45.6 M) EAST OF CENTERLINE OF PAINTED ROCK DAM ROAD
 AJ3904'51.0 FT (15.5 M) EAST OF EAST TOP OF DIRT DRAINAGE CHANNEL
 AJ3904'6.6 FT (2.0 M) SOUTH-SOUTHEAST OF CARSONITE WITNESS POST
 AJ3904'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3904'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3904
 AJ3904                          STATION RECOVERY (2007)
 AJ3904
 AJ3904'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3904'MONUMENT FOUND IN GOOD CONDITION.
 AJ3904
 AJ3904                          STATION RECOVERY (2007)
 AJ3904
 AJ3904'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3938 ***********************************************************************
 AJ3938  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3938  DESIGNATION -  3IQ2
 AJ3938  PID         -  AJ3938
 AJ3938  STATE/COUNTY-  AZ/MARICOPA
 AJ3938  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3938
 AJ3938                         *CURRENT SURVEY CONTROL
 AJ3938  ___________________________________________________________________
 AJ3938* NAD 83(2007)-  33 01 33.83808(N)    113 07 26.93351(W)     ADJUSTED  
 AJ3938* NAVD 88     -       155.71   (meters)     510.9    (feet)  GPS OBS   
 AJ3938  ___________________________________________________________________
 AJ3938  EPOCH DATE  -        2007.00
 AJ3938  X           -  -2,102,257.123 (meters)                     COMP
 AJ3938  Y           -  -4,922,922.420 (meters)                     COMP
 AJ3938  Z           -   3,456,450.418 (meters)                     COMP
 AJ3938  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AJ3938  ELLIP HEIGHT-         124.141 (meters)          (02/10/07) ADJUSTED
 AJ3938  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AJ3938
 AJ3938  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3938  Type    PID    Designation                      North   East  Ellip
 AJ3938  -------------------------------------------------------------------
 AJ3938  NETWORK AJ3938 3IQ2                              0.63   0.55   0.98
 AJ3938  -------------------------------------------------------------------
 AJ3938
 AJ3938.The horizontal coordinates were established by GPS observations
 AJ3938.and adjusted by the National Geodetic Survey in February 2007.
 AJ3938
 AJ3938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3938.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3938.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3938.The epoch date for horizontal control is a decimal equivalence
 AJ3938.of Year/Month/Day.
 AJ3938
 AJ3938.The orthometric height was determined by GPS observations and a
 AJ3938.high-resolution geoid model.
 AJ3938.The orthometric height was determined by GPS observations and a
 AJ3938.high-resolution geoid model using precise GPS observation and
 AJ3938.processing techniques.
 AJ3938
 AJ3938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3938
 AJ3938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3938
 AJ3938.The ellipsoidal height was determined by GPS observations
 AJ3938.and is referenced to NAD 83.
 AJ3938
 AJ3938.The geoid height was determined by GEOID03.
 AJ3938
 AJ3938;                    North         East     Units Scale Factor Converg.
 AJ3938;SPC AZ C     -   225,289.992   100,558.026   MT  1.00005684   -0 39 29.4
 AJ3938;SPC AZ C     -   739,140.39    329,914.78   iFT  1.00005684   -0 39 29.4
 AJ3938;UTM  12      - 3,656,181.504   301,610.702   MT  1.00008531   -1 09 29.1
 AJ3938
 AJ3938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3938!SPC AZ C     -   0.99998051  x   1.00005684  =   1.00003735
 AJ3938!UTM  12      -   0.99998051  x   1.00008531  =   1.00006582
 AJ3938
 AJ3938                          SUPERSEDED SURVEY CONTROL
 AJ3938
 AJ3938  NAD 83(1992)-  33 01 33.83722(N)    113 07 26.93339(W) AD(       ) B
 AJ3938  ELLIP H (04/12/01)  124.181  (m)                       GP(       ) 3 2
 AJ3938
 AJ3938.Superseded values are not recommended for survey control.
 AJ3938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3938.See file dsdata.txt to determine how the superseded data were derived.
 AJ3938
 AJ3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0161156182(NAD 83)
 AJ3938_MARKER: I = METAL ROD
 AJ3938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3938_STAMPING: 3IQ2 1999
 AJ3938_MARK LOGO: MCDOT 
 AJ3938_PROJECTION: FLUSH
 AJ3938_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3938+STABILITY: POSITION/ELEVATION WELL
 AJ3938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3938+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3938_ROD/PIPE-DEPTH: 14.6 meters
 AJ3938_SLEEVE-DEPTH  :  0.8 meters
 AJ3938
 AJ3938  HISTORY     - Date     Condition        Report By
 AJ3938  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3938
 AJ3938                          STATION DESCRIPTION
 AJ3938
 AJ3938'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3938'THE STATION IS LOCATED ABOUT 24 MI (38.6 KM) WEST-NORTHWEST OF THE
 AJ3938'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 08 WEST, SECTION 6
 AJ3938'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3938'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3938'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3938'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3938'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3938'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3938'ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST ROAD IS
 AJ3938'ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE SOUTH OF
 AJ3938'THE Y) , THENCE VEER LEFT (WEST) ON TO ROCKY POINT ROAD AND DRIVE 0.5
 AJ3938'MI (0.8 KM) TO THE END OF PAVEMENT AND AN UNMARKED DIRT ROAD ON YOUR
 AJ3938'LEFT (SOUTH) , THENCE CONTINUE WEST THEN NORTH ON ROCKY POINT ROAD  (A
 AJ3938'GRADED DIRT ROAD) (PAINTED ROCK CAMPGROUND IS LOCATED ON YOUR LEFT
 AJ3938'(SOUTH) ) FOR 1.0 MI (1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH
 AJ3938'ON ROCKY POINT ROAD FOR 3.5 MI (5.6 KM) TO THE STATION ON YOUR RIGHT
 AJ3938'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3938'COMPRESSED ON A 48.0 FOOT (14.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3938'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3938'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3IQ2 1999, SURROUNDED
 AJ3938'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3938'CARSONITE MARKER
 AJ3938'STATION TIES
 AJ3938'80 FT (24.4 M) EAST-NORTHEAST OF POWER POLE
 AJ3938'33 FT (10.1 M) EAST OF CENTERLINE OF ROCKY POINT ROAD
 AJ3938'3.3 FT (1.0 M) WEST OF CARSONITE WITNESS POST
 AJ3938'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3938'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3929 ***********************************************************************
 AJ3929  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3929  DESIGNATION -  3IS1
 AJ3929  PID         -  AJ3929
 AJ3929  STATE/COUNTY-  AZ/MARICOPA
 AJ3929  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 AJ3929
 AJ3929                         *CURRENT SURVEY CONTROL
 AJ3929  ___________________________________________________________________
 AJ3929* NAD 83(2007)-  33 01 48.75815(N)    113 14 15.94965(W)     ADJUSTED  
 AJ3929* NAVD 88     -       153.64   (meters)     504.1    (feet)  GPS OBS   
 AJ3929  ___________________________________________________________________
 AJ3929  EPOCH DATE  -        2007.00
 AJ3929  X           -  -2,111,915.393 (meters)                     COMP
 AJ3929  Y           -  -4,918,512.126 (meters)                     COMP
 AJ3929  Z           -   3,456,834.585 (meters)                     COMP
 AJ3929  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AJ3929  ELLIP HEIGHT-         121.928 (meters)          (02/10/07) ADJUSTED
 AJ3929  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AJ3929
 AJ3929  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3929  Type    PID    Designation                      North   East  Ellip
 AJ3929  -------------------------------------------------------------------
 AJ3929  NETWORK AJ3929 3IS1                              0.80   0.74   1.22
 AJ3929  -------------------------------------------------------------------
 AJ3929
 AJ3929.The horizontal coordinates were established by GPS observations
 AJ3929.and adjusted by the National Geodetic Survey in February 2007.
 AJ3929
 AJ3929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3929.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3929.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3929.The epoch date for horizontal control is a decimal equivalence
 AJ3929.of Year/Month/Day.
 AJ3929
 AJ3929.The orthometric height was determined by GPS observations and a
 AJ3929.high-resolution geoid model.
 AJ3929.The orthometric height was determined by GPS observations and a
 AJ3929.high-resolution geoid model using precise GPS observation and
 AJ3929.processing techniques.
 AJ3929
 AJ3929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3929
 AJ3929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3929
 AJ3929.The ellipsoidal height was determined by GPS observations
 AJ3929.and is referenced to NAD 83.
 AJ3929
 AJ3929.The geoid height was determined by GEOID03.
 AJ3929
 AJ3929;                    North         East     Units Scale Factor Converg.
 AJ3929;SPC AZ C     -   225,877.315    89,949.188   MT  1.00008773   -0 43 12.7
 AJ3929;SPC AZ C     -   741,067.31    295,108.88   iFT  1.00008773   -0 43 12.7
 AJ3929;UTM  12      - 3,656,861.402   291,006.972   MT  1.00013857   -1 13 12.7
 AJ3929
 AJ3929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3929!SPC AZ C     -   0.99998086  x   1.00008773  =   1.00006859
 AJ3929!UTM  12      -   0.99998086  x   1.00013857  =   1.00011942
 AJ3929
 AJ3929                          SUPERSEDED SURVEY CONTROL
 AJ3929
 AJ3929  NAD 83(1992)-  33 01 48.75718(N)    113 14 15.94953(W) AD(       ) B
 AJ3929  ELLIP H (04/12/01)  121.962  (m)                       GP(       ) 3 2
 AJ3929
 AJ3929.Superseded values are not recommended for survey control.
 AJ3929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3929.See file dsdata.txt to determine how the superseded data were derived.
 AJ3929
 AJ3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9100756861(NAD 83)
 AJ3929_MARKER: I = METAL ROD
 AJ3929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3929_STAMPING: 3IS1
 AJ3929_MARK LOGO: MCDOT 
 AJ3929_PROJECTION: FLUSH
 AJ3929_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3929+STABILITY: POSITION/ELEVATION WELL
 AJ3929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3929+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3929_ROD/PIPE-DEPTH:  5.2 meters
 AJ3929_SLEEVE-DEPTH  :  0.8 meters
 AJ3929
 AJ3929  HISTORY     - Date     Condition        Report By
 AJ3929  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3929
 AJ3929                          STATION DESCRIPTION
 AJ3929
 AJ3929'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3929'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH OF THE TOWN OF
 AJ3929'SENTINEL, TOWNSHIP 04 SOUTH, RANGE 10 WEST, SECTION 36
 AJ3929'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3929'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3929'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3929'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3929'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3929'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3929'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3929'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3929'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 AJ3929'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 AJ3929'CONTINUE NORTHEAST ON HYDER ROAD FOR 1.04 MI (1.67 KM) TO UNMARKED
 AJ3929'DIRT ROAD WITH A GATE ON YOUR RIGHT (SOUTH) , THENCE TURN RIGHT
 AJ3929'(SOUTHEASTERLY) ON TO DIRT ROAD THROUGH GATE AND DRIVE 1.3 MI (2.1 KM)
 AJ3929'TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE SOUTHEASTERLY ON
 AJ3929'DIRT ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON YOUR LEFT
 AJ3929'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3929'COMPRESSED ON A 17.0 FT (5.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3929'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3929'WITH A COUNTY LOGO ACCESS COVER STAMPED 3IS1, SURROUNDED WITH A
 AJ3929'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3929'MARKER
 AJ3929'STATION TIES
 AJ3929'203 FT (61.9 M) NORTHEAST OF CENTERLINE OF DIRT ROAD
 AJ3929'163 FT (49.7 M) NORTH OF OVERHEAD ELECTRIC LINES BEARING EAST AND WEST
 AJ3929'150 FT (45.7 M) NORTHWEST OF G.L.O.  BRASS CAP SOUTHEAST CORNER
 AJ3929'SECTION 36, TOWNSHIP 4 SOUTH, RANGE 10 WEST
 AJ3929'101.5 FT (30.9 M) NORTH OF NORTHWEST CORNER OF FENCE ENCLOSURE
 AJ3929'63.2 FT (19.3 M) WEST OF BARBED WIRE FENCE BEARING NORTH AND SOUTH
 AJ3929'4.4 FT (1.3 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3929'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3929'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3928 ***********************************************************************
 AJ3928  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3928  DESIGNATION -  3IU1
 AJ3928  PID         -  AJ3928
 AJ3928  STATE/COUNTY-  AZ/YUMA
 AJ3928  USGS QUAD   -  HYDER SE (1982)
 AJ3928
 AJ3928                         *CURRENT SURVEY CONTROL
 AJ3928  ___________________________________________________________________
 AJ3928* NAD 83(2007)-  33 01 22.12483(N)    113 20 09.88752(W)     ADJUSTED  
 AJ3928* NAVD 88     -       163.67   (meters)     537.0    (feet)  GPS OBS   
 AJ3928  ___________________________________________________________________
 AJ3928  EPOCH DATE  -        2007.00
 AJ3928  X           -  -2,120,532.586 (meters)                     COMP
 AJ3928  Y           -  -4,915,299.216 (meters)                     COMP
 AJ3928  Z           -   3,456,152.060 (meters)                     COMP
 AJ3928  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AJ3928  ELLIP HEIGHT-         131.842 (meters)          (02/10/07) ADJUSTED
 AJ3928  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 AJ3928
 AJ3928  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3928  Type    PID    Designation                      North   East  Ellip
 AJ3928  -------------------------------------------------------------------
 AJ3928  NETWORK AJ3928 3IU1                              0.63   0.57   1.00
 AJ3928  -------------------------------------------------------------------
 AJ3928
 AJ3928.The horizontal coordinates were established by GPS observations
 AJ3928.and adjusted by the National Geodetic Survey in February 2007.
 AJ3928
 AJ3928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3928.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3928.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3928.The epoch date for horizontal control is a decimal equivalence
 AJ3928.of Year/Month/Day.
 AJ3928
 AJ3928.The orthometric height was determined by GPS observations and a
 AJ3928.high-resolution geoid model.
 AJ3928.The orthometric height was determined by GPS observations and a
 AJ3928.high-resolution geoid model using precise GPS observation and
 AJ3928.processing techniques.
 AJ3928
 AJ3928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3928
 AJ3928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3928
 AJ3928.The ellipsoidal height was determined by GPS observations
 AJ3928.and is referenced to NAD 83.
 AJ3928
 AJ3928.The geoid height was determined by GEOID03.
 AJ3928
 AJ3928;                    North         East     Units Scale Factor Converg.
 AJ3928;SPC AZ W     -   224,364.896   252,029.769   MT  0.99995176   +0 13 32.1
 AJ3928;SPC AZ W     -   736,105.30    826,869.32   iFT  0.99995176   +0 13 32.1
 AJ3928;UTM  12      - 3,656,240.884   281,804.592   MT  1.00018705   -1 16 25.0
 AJ3928
 AJ3928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3928!SPC AZ W     -   0.99997930  x   0.99995176  =   0.99993106
 AJ3928!UTM  12      -   0.99997930  x   1.00018705  =   1.00016635
 AJ3928
 AJ3928                          SUPERSEDED SURVEY CONTROL
 AJ3928
 AJ3928  NAD 83(1992)-  33 01 22.12386(N)    113 20 09.88752(W) AD(       ) B
 AJ3928  ELLIP H (04/12/01)  131.874  (m)                       GP(       ) 3 2
 AJ3928
 AJ3928.Superseded values are not recommended for survey control.
 AJ3928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3928.See file dsdata.txt to determine how the superseded data were derived.
 AJ3928
 AJ3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8180556241(NAD 83)
 AJ3928_MARKER: I = METAL ROD
 AJ3928_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3928_STAMPING: 3IU1
 AJ3928_MARK LOGO: MCDOT 
 AJ3928_PROJECTION: FLUSH
 AJ3928_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3928+STABILITY: POSITION/ELEVATION WELL
 AJ3928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3928+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2007
 AJ3928_ROD/PIPE-DEPTH:  5.2 meters
 AJ3928_SLEEVE-DEPTH  :  0.8 meters
 AJ3928
 AJ3928  HISTORY     - Date     Condition        Report By
 AJ3928  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3928  HISTORY     - 20070515 GOOD             MCDOT
 AJ3928
 AJ3928                          STATION DESCRIPTION
 AJ3928
 AJ3928'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3928'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) NORTHWEST OF THE TOWN
 AJ3928'OF SENTINEL, TOWNSHIP 05 SOUTH, RANGE 10 WEST, SECTION 6
 AJ3928'OWNERSHIP - SOUTHERN PACIFIC RAILROAD
 AJ3928'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3928'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3928'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3928'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3928'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3928'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 AJ3928'THENCE TURN LEFT (SOUTHWEST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 AJ3928'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 1.8 MI (2.9
 AJ3928'KM) TO AN ELECTRIC SUBSTATION ON LEFT (SOUTH) SIDE OF HYDER ROAD,
 AJ3928'THENCE CONTINUE SOUTHWEST ON HYDER ROAD FOR 0.1 MI (0.2 KM) TO THE
 AJ3928'STATION ON YOUR RIGHT
 AJ3928'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3928'COMPRESSED ON A 17.0 FT (5.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3928'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3928'WITH A COUNTY LOGO ACCESS COVER STAMPED 3IU1, SURROUNDED WITH A
 AJ3928'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3928'MARKER
 AJ3928'STATION TIES
 AJ3928'218 FT (66.4 M) WEST OF POWER POLE 18 4 69 K 7441
 AJ3928'125 FT (38.1 M) NORTHWEST OF CENTERLINE OF HYDER ROAD
 AJ3928'99.5 FT (30.3 M) NORTHWEST OF OVERHEAD ELECTRIC LINES BEARING
 AJ3928'NORTHEAST AND SOUTHWEST
 AJ3928'80 FT (24.4 M) SOUTHEAST OF CENTERLINE OF SOUTHERN PACIFIC RAILROAD
 AJ3928'TRACKS
 AJ3928'6.0 FT (1.8 M) SOUTH OF CARSONITE WITNESS POST
 AJ3928'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3928'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3928
 AJ3928                          STATION RECOVERY (2007)
 AJ3928
 AJ3928'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3928'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3779 ***********************************************************************
 AJ3779  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3779  DESIGNATION -  3JH1
 AJ3779  PID         -  AJ3779
 AJ3779  STATE/COUNTY-  AZ/MARICOPA
 AJ3779  USGS QUAD   -  GILA BEND (1973)
 AJ3779
 AJ3779                         *CURRENT SURVEY CONTROL
 AJ3779  ___________________________________________________________________
 AJ3779* NAD 83(2007)-  32 59 08.89488(N)    112 39 57.76108(W)     ADJUSTED  
 AJ3779* NAVD 88     -       233.38   (meters)     765.7    (feet)  GPS OBS   
 AJ3779  ___________________________________________________________________
 AJ3779  EPOCH DATE  -        2007.00
 AJ3779  X           -  -2,063,792.077 (meters)                     COMP
 AJ3779  Y           -  -4,941,878.143 (meters)                     COMP
 AJ3779  Z           -   3,452,748.161 (meters)                     COMP
 AJ3779  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AJ3779  ELLIP HEIGHT-         202.073 (meters)          (02/10/07) ADJUSTED
 AJ3779  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3779
 AJ3779  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3779  Type    PID    Designation                      North   East  Ellip
 AJ3779  -------------------------------------------------------------------
 AJ3779  NETWORK AJ3779 3JH1                              0.78   0.76   1.23
 AJ3779  -------------------------------------------------------------------
 AJ3779
 AJ3779.The horizontal coordinates were established by GPS observations
 AJ3779.and adjusted by the National Geodetic Survey in February 2007.
 AJ3779
 AJ3779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3779.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3779.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3779.The epoch date for horizontal control is a decimal equivalence
 AJ3779.of Year/Month/Day.
 AJ3779
 AJ3779.The orthometric height was determined by GPS observations and a
 AJ3779.high-resolution geoid model.
 AJ3779.The orthometric height was determined by GPS observations and a
 AJ3779.high-resolution geoid model using precise GPS observation and
 AJ3779.processing techniques.
 AJ3779
 AJ3779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3779
 AJ3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3779
 AJ3779.The ellipsoidal height was determined by GPS observations
 AJ3779.and is referenced to NAD 83.
 AJ3779
 AJ3779.The geoid height was determined by GEOID03.
 AJ3779
 AJ3779;                    North         East     Units Scale Factor Converg.
 AJ3779;SPC AZ C     -   220,426.680   143,323.181   MT  0.99996046   -0 24 28.8
 AJ3779;SPC AZ C     -   723,184.65    470,220.41   iFT  0.99996046   -0 24 28.8
 AJ3779;UTM  12      - 3,650,945.595   344,331.119   MT  0.99989879   -0 54 26.0
 AJ3779
 AJ3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3779!SPC AZ C     -   0.99996828  x   0.99996046  =   0.99992874
 AJ3779!UTM  12      -   0.99996828  x   0.99989879  =   0.99986707
 AJ3779
 AJ3779                          SUPERSEDED SURVEY CONTROL
 AJ3779
 AJ3779  NAD 83(1992)-  32 59 08.89402(N)    112 39 57.76082(W) AD(       ) B
 AJ3779  ELLIP H (04/12/01)  202.109  (m)                       GP(       ) 3 2
 AJ3779
 AJ3779.Superseded values are not recommended for survey control.
 AJ3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3779.See file dsdata.txt to determine how the superseded data were derived.
 AJ3779
 AJ3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4433150946(NAD 83)
 AJ3779_MARKER: I = METAL ROD
 AJ3779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3779_STAMPING: 3JH1 1999
 AJ3779_MARK LOGO: MCDOT 
 AJ3779_PROJECTION: FLUSH
 AJ3779_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3779+STABILITY: POSITION/ELEVATION WELL
 AJ3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3779+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2007
 AJ3779_ROD/PIPE-DEPTH:  5.6 meters
 AJ3779_SLEEVE-DEPTH  :  0.8 meters
 AJ3779
 AJ3779  HISTORY     - Date     Condition        Report By
 AJ3779  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3779  HISTORY     - 20070413 GOOD             GEOCAC
 AJ3779  HISTORY     - 20070518 GOOD             MCDOT
 AJ3779
 AJ3779                          STATION DESCRIPTION
 AJ3779
 AJ3779'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3779'THE STATION IS LOCATED APPROXIMATELY 46 MI (74.0 KM) SOUTHWEST OF THE
 AJ3779'CITY OF PHOENIX, 4 MI (6.4 KM) NORTHEAST OF THE TOWN OF BUCKEYE,
 AJ3779'TOWNSHIP 5 SOUTH, RANGE 4 WEST, SECTION 16
 AJ3779'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3779'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 BUSINESS
 AJ3779'LOOP, JUST EAST OF GILA BEND, AND STATE ROUTE 85, DRIVE NORTHEAST ON
 AJ3779'STATE ROUTE 85 FOR 3.2 MI (5.1 KM) TO THE STATION ON THE LEFT
 AJ3779'(NORTHWEST) SIDE OF THE ROAD
 AJ3779'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3779'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 18.5 FOOT (5.6 M) STAINLESS
 AJ3779'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3779'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3779'STAMPED 3JH1 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3779'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3779'STATION TIES
 AJ3779'THE STATION IS 250 FT (76.2 M) SOUTHWEST OF A CORRUGATED METAL PIPE
 AJ3779'UNDER STATE ROUTE 85
 AJ3779'36 FT (11.0 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT OF STATE
 AJ3779'ROUTE 85
 AJ3779'11.5 FT (3.5 M) SOUTHEAST OF A BARBED WIRE FENCE
 AJ3779'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3779'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3779
 AJ3779                          STATION RECOVERY (2007)
 AJ3779
 AJ3779'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3779'RECOVERED IN GOOD CONDITION.
 AJ3779
 AJ3779                          STATION RECOVERY (2007)
 AJ3779
 AJ3779'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3779'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3778 ***********************************************************************
 AJ3778  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3778  DESIGNATION -  3JJ2
 AJ3778  PID         -  AJ3778
 AJ3778  STATE/COUNTY-  AZ/MARICOPA
 AJ3778  USGS QUAD   -  SMURR (1973)
 AJ3778
 AJ3778                         *CURRENT SURVEY CONTROL
 AJ3778  ___________________________________________________________________
 AJ3778* NAD 83(2007)-  32 59 07.23878(N)    112 46 11.76935(W)     ADJUSTED  
 AJ3778* NAVD 88     -       191.51   (meters)     628.3    (feet)  GPS OBS   
 AJ3778  ___________________________________________________________________
 AJ3778  EPOCH DATE  -        2007.00
 AJ3778  X           -  -2,072,746.638 (meters)                     COMP
 AJ3778  Y           -  -4,938,121.029 (meters)                     COMP
 AJ3778  Z           -   3,452,682.525 (meters)                     COMP
 AJ3778  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3778  ELLIP HEIGHT-         160.121 (meters)          (02/10/07) ADJUSTED
 AJ3778  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AJ3778
 AJ3778  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3778  Type    PID    Designation                      North   East  Ellip
 AJ3778  -------------------------------------------------------------------
 AJ3778  NETWORK AJ3778 3JJ2                              0.65   0.59   1.00
 AJ3778  -------------------------------------------------------------------
 AJ3778
 AJ3778.The horizontal coordinates were established by GPS observations
 AJ3778.and adjusted by the National Geodetic Survey in February 2007.
 AJ3778
 AJ3778.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3778.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3778.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3778.The epoch date for horizontal control is a decimal equivalence
 AJ3778.of Year/Month/Day.
 AJ3778
 AJ3778.The orthometric height was determined by GPS observations and a
 AJ3778.high-resolution geoid model.
 AJ3778.The orthometric height was determined by GPS observations and a
 AJ3778.high-resolution geoid model using precise GPS observation and
 AJ3778.processing techniques.
 AJ3778
 AJ3778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3778
 AJ3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3778
 AJ3778.The ellipsoidal height was determined by GPS observations
 AJ3778.and is referenced to NAD 83.
 AJ3778
 AJ3778.The geoid height was determined by GEOID03.
 AJ3778
 AJ3778;                    North         East     Units Scale Factor Converg.
 AJ3778;SPC AZ C     -   220,449.603   133,612.829   MT  0.99997839   -0 27 52.4
 AJ3778;SPC AZ C     -   723,259.85    438,362.30   iFT  0.99997839   -0 27 52.4
 AJ3778;UTM  12      - 3,651,053.120   334,621.834   MT  0.99993723   -0 57 49.7
 AJ3778
 AJ3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3778!SPC AZ C     -   0.99997486  x   0.99997839  =   0.99995325
 AJ3778!UTM  12      -   0.99997486  x   0.99993723  =   0.99991209
 AJ3778
 AJ3778                          SUPERSEDED SURVEY CONTROL
 AJ3778
 AJ3778  NAD 83(1992)-  32 59 07.23792(N)    112 46 11.76916(W) AD(       ) B
 AJ3778  ELLIP H (04/12/01)  160.157  (m)                       GP(       ) 3 2
 AJ3778
 AJ3778.Superseded values are not recommended for survey control.
 AJ3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3778.See file dsdata.txt to determine how the superseded data were derived.
 AJ3778
 AJ3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3462251053(NAD 83)
 AJ3778_MARKER: I = METAL ROD
 AJ3778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3778_STAMPING: 3JJ2 1999
 AJ3778_MARK LOGO: MCDOT 
 AJ3778_PROJECTION: FLUSH
 AJ3778_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3778+STABILITY: POSITION/ELEVATION WELL
 AJ3778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3778+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3778_ROD/PIPE-DEPTH: 24.0 meters
 AJ3778_SLEEVE-DEPTH  :  0.8 meters
 AJ3778
 AJ3778  HISTORY     - Date     Condition        Report By
 AJ3778  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3778
 AJ3778                          STATION DESCRIPTION
 AJ3778
 AJ3778'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3778'THE STATION IS LOCATED APPROXIMATELY 51 MI (82.1 KM) SOUTHWEST OF THE
 AJ3778'CITY OF PHOENIX, 4 MI (6.4 KM) NORTHWEST OF THE TOWN OF BUCKEYE,
 AJ3778'TOWNSHIP 5 SOUTH, RANGE 5 WEST, SECTION 16
 AJ3778'OWNERSHIP-TILLEY FARMS INC.
 AJ3778'TO REACH THE STATION FROM THE INTERSECTION FOR INTERSTATE 8 BUSINESS
 AJ3778'LOOP (JUST EAST OF GILA BEND) AND OLD HIGHWAY 80, DRIVE NORTH ON OLD
 AJ3778'HIGHWAY 80 FOR 0.11 MI (0.18 KM) TO STOUT ROAD, THENCE TURN LEFT
 AJ3778'(NORTH) ONTO STOUT ROAD AND DRIVE FOR 1.4 MI (2.3 KM) TO WATERMELON
 AJ3778'ROAD, THENCE TURN LEFT (WEST) ONTO WATERMELON ROAD (DIRT) AND DRIVE
 AJ3778'3.9 MI (6.3 KM) TO A DIRT ROAD, THENCE TURN RIGHT (NORTH) ONTO THE
 AJ3778'DIRT ROAD (WHICH IS PARALLELED BY AN IRRIGATION DITCH ON THE RIGHT
 AJ3778'SIDE OF THE ROAD) AND DRIVE 1.1 MI (1.8 KM) TO THE STATION STRAIGHT
 AJ3778'AHEAD AT THE END OF THE ROAD
 AJ3778'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3778'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 78.6 FOOT (24.0 M) STAINLESS
 AJ3778'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3778'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3778'STAMPED 3JJ2 1999, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3778'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3778'STATION TIES
 AJ3778'THE STATION IS 60 FT (18.3 M) NORTH OF AN EAST-WEST DIRT FARM ROAD
 AJ3778'25 FT (7.6 M) WEST OF THE CENTERLINE OF AN IRRIGATION DITCH
 AJ3778'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3778'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3911 ***********************************************************************
 AJ3911  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3911  DESIGNATION -  3JL2
 AJ3911  PID         -  AJ3911
 AJ3911  STATE/COUNTY-  AZ/MARICOPA
 AJ3911  USGS QUAD   -  THEBA (1973)
 AJ3911
 AJ3911                         *CURRENT SURVEY CONTROL
 AJ3911  ___________________________________________________________________
 AJ3911* NAD 83(2007)-  32 59 04.15506(N)    112 52 53.51160(W)     ADJUSTED  
 AJ3911* NAVD 88     -       206.78   (meters)     678.4    (feet)  GPS OBS   
 AJ3911  ___________________________________________________________________
 AJ3911  EPOCH DATE  -        2007.00
 AJ3911  X           -  -2,082,385.756 (meters)                     COMP
 AJ3911  Y           -  -4,934,133.978 (meters)                     COMP
 AJ3911  Z           -   3,452,611.116 (meters)                     COMP
 AJ3911  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AJ3911  ELLIP HEIGHT-         175.330 (meters)          (02/10/07) ADJUSTED
 AJ3911  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AJ3911
 AJ3911  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3911  Type    PID    Designation                      North   East  Ellip
 AJ3911  -------------------------------------------------------------------
 AJ3911  NETWORK AJ3911 3JL2                              0.74   0.65   1.06
 AJ3911  -------------------------------------------------------------------
 AJ3911
 AJ3911.The horizontal coordinates were established by GPS observations
 AJ3911.and adjusted by the National Geodetic Survey in February 2007.
 AJ3911
 AJ3911.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3911.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3911.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3911.The epoch date for horizontal control is a decimal equivalence
 AJ3911.of Year/Month/Day.
 AJ3911
 AJ3911.The orthometric height was determined by GPS observations and a
 AJ3911.high-resolution geoid model.
 AJ3911.The orthometric height was determined by GPS observations and a
 AJ3911.high-resolution geoid model using precise GPS observation and
 AJ3911.processing techniques.
 AJ3911
 AJ3911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3911
 AJ3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3911
 AJ3911.The ellipsoidal height was determined by GPS observations
 AJ3911.and is referenced to NAD 83.
 AJ3911
 AJ3911.The geoid height was determined by GEOID03.
 AJ3911
 AJ3911;                    North         East     Units Scale Factor Converg.
 AJ3911;SPC AZ C     -   220,444.710   123,181.819   MT  1.00000024   -0 31 31.1
 AJ3911;SPC AZ C     -   723,243.80    404,139.83   iFT  1.00000024   -0 31 31.1
 AJ3911;UTM  12      - 3,651,139.117   324,191.492   MT  0.99998111   -1 01 28.5
 AJ3911
 AJ3911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3911!SPC AZ C     -   0.99997247  x   1.00000024  =   0.99997271
 AJ3911!UTM  12      -   0.99997247  x   0.99998111  =   0.99995358
 AJ3911
 AJ3911                          SUPERSEDED SURVEY CONTROL
 AJ3911
 AJ3911  NAD 83(1992)-  32 59 04.15417(N)    112 52 53.51147(W) AD(       ) B
 AJ3911  ELLIP H (04/12/01)  175.368  (m)                       GP(       ) 3 2
 AJ3911
 AJ3911.Superseded values are not recommended for survey control.
 AJ3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3911.See file dsdata.txt to determine how the superseded data were derived.
 AJ3911
 AJ3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2419151139(NAD 83)
 AJ3911_MARKER: I = METAL ROD
 AJ3911_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3911_STAMPING: 3JL2 1999
 AJ3911_MARK LOGO: MCDOT 
 AJ3911_PROJECTION: FLUSH
 AJ3911_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3911+STABILITY: POSITION/ELEVATION WELL
 AJ3911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3911+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2009
 AJ3911_ROD/PIPE-DEPTH:  7.6 meters
 AJ3911_SLEEVE-DEPTH  :  0.8 meters
 AJ3911
 AJ3911  HISTORY     - Date     Condition        Report By
 AJ3911  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3911  HISTORY     - 20090121 GOOD             PROJEC
 AJ3911
 AJ3911                          STATION DESCRIPTION
 AJ3911
 AJ3911'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3911'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) WEST-NORTHWEST OF THE
 AJ3911'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 06 WEST, SECTION 21
 AJ3911'OWNERSHIP - PRIVATE
 AJ3911'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3911'INTERCHANGE (EXIT 111) , DRIVE NORTH ON CITRUS VALLEY ROAD FOR 3.6 MI
 AJ3911'(5.8 KM) TO SISSON ROAD, THENCE TURN LEFT (WEST) ON SISSON ROAD AND
 AJ3911'DRIVE 2.0 MI (3.2 KM) TO 363RD AVENUE AND END OF PAVEMENT (363RD
 AJ3911'AVENUE HEADS NORTH) , THENCE CONTINUE WEST ON SISSON ROAD (GRADED DIRT
 AJ3911'ROAD) FOR 2.5 MI (4.0 KM) TO THE STATION ON YOUR LEFT
 AJ3911'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3911'COMPRESSED ON A 24.9 FT (7.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3911'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3911'WITH A COUNTY LOGO ACCESS COVER STAMPED 3JL2 1999, SURROUNDED WITH A
 AJ3911'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3911'MARKER
 AJ3911'STATION TIES
 AJ3911'53.0 FT (16.2 M) SOUTH OF OVERHEAD ELECTRIC LINES BEARING EAST-WEST
 AJ3911'25.0 FT (7.6 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3911'3.8 FT (1.2 M) NORTHWEST OF CARSONITE WITNESS POST
 AJ3911'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3911'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3911
 AJ3911                          STATION RECOVERY (2009)
 AJ3911
 AJ3911'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2009
 AJ3911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3909 ***********************************************************************
 AJ3909  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3909  DESIGNATION -  3JN2
 AJ3909  PID         -  AJ3909
 AJ3909  STATE/COUNTY-  AZ/MARICOPA
 AJ3909  USGS QUAD   -  THEBA (1973)
 AJ3909
 AJ3909                         *CURRENT SURVEY CONTROL
 AJ3909  ___________________________________________________________________
 AJ3909* NAD 83(2007)-  32 59 01.87198(N)    112 59 07.37752(W)     ADJUSTED  
 AJ3909* NAVD 88     -       201.02   (meters)     659.5    (feet)  GPS OBS   
 AJ3909  ___________________________________________________________________
 AJ3909  EPOCH DATE  -        2007.00
 AJ3909  X           -  -2,091,338.770 (meters)                     COMP
 AJ3909  Y           -  -4,930,382.227 (meters)                     COMP
 AJ3909  Z           -   3,452,548.969 (meters)                     COMP
 AJ3909  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AJ3909  ELLIP HEIGHT-         169.549 (meters)          (02/10/07) ADJUSTED
 AJ3909  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AJ3909
 AJ3909  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3909  Type    PID    Designation                      North   East  Ellip
 AJ3909  -------------------------------------------------------------------
 AJ3909  NETWORK AJ3909 3JN2                              0.63   0.55   0.94
 AJ3909  -------------------------------------------------------------------
 AJ3909
 AJ3909.The horizontal coordinates were established by GPS observations
 AJ3909.and adjusted by the National Geodetic Survey in February 2007.
 AJ3909
 AJ3909.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3909.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3909.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3909.The epoch date for horizontal control is a decimal equivalence
 AJ3909.of Year/Month/Day.
 AJ3909
 AJ3909.The orthometric height was determined by GPS observations and a
 AJ3909.high-resolution geoid model.
 AJ3909.The orthometric height was determined by GPS observations and a
 AJ3909.high-resolution geoid model using precise GPS observation and
 AJ3909.processing techniques.
 AJ3909
 AJ3909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3909
 AJ3909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3909
 AJ3909.The ellipsoidal height was determined by GPS observations
 AJ3909.and is referenced to NAD 83.
 AJ3909
 AJ3909.The geoid height was determined by GEOID03.
 AJ3909
 AJ3909;                    North         East     Units Scale Factor Converg.
 AJ3909;SPC AZ C     -   220,468.167   113,474.480   MT  1.00002298   -0 34 54.7
 AJ3909;SPC AZ C     -   723,320.76    372,291.60   iFT  1.00002298   -0 34 54.7
 AJ3909;UTM  12      - 3,651,247.162   314,484.811   MT  1.00002436   -1 04 52.2
 AJ3909
 AJ3909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3909!SPC AZ C     -   0.99997338  x   1.00002298  =   0.99999636
 AJ3909!UTM  12      -   0.99997338  x   1.00002436  =   0.99999774
 AJ3909
 AJ3909                          SUPERSEDED SURVEY CONTROL
 AJ3909
 AJ3909  NAD 83(1992)-  32 59 01.87111(N)    112 59 07.37745(W) AD(       ) B
 AJ3909  ELLIP H (04/12/01)  169.587  (m)                       GP(       ) 3 2
 AJ3909
 AJ3909.Superseded values are not recommended for survey control.
 AJ3909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3909.See file dsdata.txt to determine how the superseded data were derived.
 AJ3909
 AJ3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1448551247(NAD 83)
 AJ3909_MARKER: I = METAL ROD
 AJ3909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3909_STAMPING: 3JN2 1999
 AJ3909_MARK LOGO: MCDOT 
 AJ3909_PROJECTION: FLUSH
 AJ3909_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3909+STABILITY: POSITION/ELEVATION WELL
 AJ3909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3909+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2009
 AJ3909_ROD/PIPE-DEPTH: 15.3 meters
 AJ3909_SLEEVE-DEPTH  :  0.8 meters
 AJ3909
 AJ3909  HISTORY     - Date     Condition        Report By
 AJ3909  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3909  HISTORY     - 20060128 GOOD             USPSQD
 AJ3909  HISTORY     - 20060128 GOOD             USPSQD
 AJ3909  HISTORY     - 20070514 GOOD             MCDOT
 AJ3909  HISTORY     - 20070626 GOOD             GEOCAC
 AJ3909  HISTORY     - 20090121 GOOD             PROJEC
 AJ3909
 AJ3909                          STATION DESCRIPTION
 AJ3909
 AJ3909'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3909'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) WEST-NORTHWEST OF THE
 AJ3909'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 07 WEST, SECTION 16
 AJ3909'OWNERSHIP - PRIVATE
 AJ3909'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3909'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3909'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3909'THENCE TURN RIGHT (EAST) ON TO SISSON ROAD AND DRIVE 0.3 MI (0.5 KM)
 AJ3909'TO THE STATION ON YOUR LEFT
 AJ3909'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3909'COMPRESSED ON A 50.3 FT (15.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3909'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3909'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3JN2 1999, SURROUNDED
 AJ3909'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3909'CARSONITE MARKER
 AJ3909'STATION TIES
 AJ3909'25 FT (7.6 M) NORTH OF CENTERLINE OF SISSON ROAD
 AJ3909'4.1 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3909'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3909'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3909
 AJ3909                          STATION RECOVERY (2006)
 AJ3909
 AJ3909'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3909'RECOVERED AS DESCRIBED.
 AJ3909
 AJ3909                          STATION RECOVERY (2006)
 AJ3909
 AJ3909'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3909'RECOVERED AS DESCRIBED
 AJ3909
 AJ3909                          STATION RECOVERY (2007)
 AJ3909
 AJ3909'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3909'MONUMENT FOUND IN GOOD CONDITION.
 AJ3909
 AJ3909                          STATION RECOVERY (2007)
 AJ3909
 AJ3909'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3909'RECOVERED IN GOOD CONDITION.
 AJ3909
 AJ3909                          STATION RECOVERY (2009)
 AJ3909
 AJ3909'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2009
 AJ3909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3920 ***********************************************************************
 AJ3920  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3920  DESIGNATION -  3JP2
 AJ3920  PID         -  AJ3920
 AJ3920  STATE/COUNTY-  AZ/MARICOPA
 AJ3920  USGS QUAD   -  DENDORA VALLEY (1986)
 AJ3920
 AJ3920                         *CURRENT SURVEY CONTROL
 AJ3920  ___________________________________________________________________
 AJ3920* NAD 83(2007)-  33 00 21.41027(N)    113 03 22.68171(W)     ADJUSTED  
 AJ3920* NAVD 88     -       179.50   (meters)     588.9    (feet)  GPS OBS   
 AJ3920  ___________________________________________________________________
 AJ3920  EPOCH DATE  -        2007.00
 AJ3920  X           -  -2,096,910.066 (meters)                     COMP
 AJ3920  Y           -  -4,926,545.454 (meters)                     COMP
 AJ3920  Z           -   3,454,592.404 (meters)                     COMP
 AJ3920  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AJ3920  ELLIP HEIGHT-         147.981 (meters)          (02/10/07) ADJUSTED
 AJ3920  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AJ3920
 AJ3920  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3920  Type    PID    Designation                      North   East  Ellip
 AJ3920  -------------------------------------------------------------------
 AJ3920  NETWORK AJ3920 3JP2                              0.73   0.67   1.12
 AJ3920  -------------------------------------------------------------------
 AJ3920
 AJ3920.The horizontal coordinates were established by GPS observations
 AJ3920.and adjusted by the National Geodetic Survey in February 2007.
 AJ3920
 AJ3920.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3920.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3920.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3920.The epoch date for horizontal control is a decimal equivalence
 AJ3920.of Year/Month/Day.
 AJ3920
 AJ3920.The orthometric height was determined by GPS observations and a
 AJ3920.high-resolution geoid model.
 AJ3920.The orthometric height was determined by GPS observations and a
 AJ3920.high-resolution geoid model using precise GPS observation and
 AJ3920.processing techniques.
 AJ3920
 AJ3920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3920
 AJ3920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3920
 AJ3920.The ellipsoidal height was determined by GPS observations
 AJ3920.and is referenced to NAD 83.
 AJ3920
 AJ3920.The geoid height was determined by GEOID03.
 AJ3920
 AJ3920;                    North         East     Units Scale Factor Converg.
 AJ3920;SPC AZ C     -   222,987.990   106,872.475   MT  1.00003977   -0 37 15.0
 AJ3920;SPC AZ C     -   731,587.89    350,631.48   iFT  1.00003977   -0 37 15.0
 AJ3920;UTM  12      - 3,653,824.461   307,904.968   MT  1.00005500   -1 07 13.7
 AJ3920
 AJ3920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3920!SPC AZ C     -   0.99997677  x   1.00003977  =   1.00001654
 AJ3920!UTM  12      -   0.99997677  x   1.00005500  =   1.00003177
 AJ3920
 AJ3920                          SUPERSEDED SURVEY CONTROL
 AJ3920
 AJ3920  NAD 83(1992)-  33 00 21.40941(N)    113 03 22.68157(W) AD(       ) B
 AJ3920  ELLIP H (04/12/01)  148.021  (m)                       GP(       ) 3 2
 AJ3920
 AJ3920.Superseded values are not recommended for survey control.
 AJ3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3920.See file dsdata.txt to determine how the superseded data were derived.
 AJ3920
 AJ3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0790553824(NAD 83)
 AJ3920_MARKER: I = METAL ROD
 AJ3920_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3920_STAMPING: 3JP2 1999
 AJ3920_MARK LOGO: MCDOT 
 AJ3920_PROJECTION: FLUSH
 AJ3920_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3920+STABILITY: POSITION/ELEVATION WELL
 AJ3920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3920+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3920_ROD/PIPE-DEPTH:  6.5 meters
 AJ3920_SLEEVE-DEPTH  :  0.8 meters
 AJ3920
 AJ3920  HISTORY     - Date     Condition        Report By
 AJ3920  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3920
 AJ3920                          STATION DESCRIPTION
 AJ3920
 AJ3920'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3920'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) WEST-NORTHWEST OF THE
 AJ3920'TOWN OF GILA BEND, TOWNSHIP 05 SOUTH, RANGE 08 WEST
 AJ3920'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3920'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3920'INTERCHANGE (EXIT 102) , DRIVE NORTH-NORTHWEST ON PAINTED ROCK DAM
 AJ3920'ROAD FOR 5.8 MI (9.3 KM) TO SISSON ROAD (DIRT ROAD HEADING EAST) ,
 AJ3920'THENCE CONTINUE NORTH-NORTHWEST ON PAINTED ROCK DAM ROAD FOR 1.0 MI
 AJ3920'(1.6 KM) TO A CATTLE GUARD, THENCE CONTINUE NORTH-NORTHWEST ON PAINTED
 AJ3920'ROCK DAM ROAD FOR 4.0 MI (6.4 KM) TO A Y IN THE ROAD (WEST ROAD IS
 AJ3920'ROCKY POINT ROAD AND AN ELECTRIC SUBSTATION IS LOCATED TO THE SOUTH OF
 AJ3920'THE Y) , THENCE VEER LEFT (WEST) ON TO ROCKY POINT ROAD AND DRIVE 0.5
 AJ3920'MI (0.8 KM) TO THE END OF PAVEMENT AND AN UNMARKED DIRT ROAD ON YOUR
 AJ3920'LEFT (SOUTH) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD (PAINTED ROCK
 AJ3920'CAMPGROUND IS LOCATED ON YOUR RIGHT (WEST) OF DIRT ROAD) AND DRIVE 1.0
 AJ3920'MI (1.6 KM) TO A BARBED WIRE FENCE AND GATE, THENCE CONTINUE SOUTH ON
 AJ3920'DIRT ROAD THROUGH GATE FOR 0.2 MI (0.3 KM) TO A CATTLE PEN ENCLOSURE
 AJ3920'ON YOUR RIGHT, THENCE CONTINUE SOUTH ON DIRT ROAD FOR 0.1 MI (0.2 KM)
 AJ3920'TO A WASH BEARING EAST AND WEST, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3920'THROUGH WASH FOR 0.1 MI (0.2 KM) TO THE STATION ON YOUR RIGHT
 AJ3920'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3920'COMPRESSED ON A 21.4 FOOT (6.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3920'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3920'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3JP2 1999, SURROUNDED
 AJ3920'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3920'CARSONITE MARKER
 AJ3920'STATION TIES
 AJ3920'54.0 FT (16.5 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3920'6.5 FT (2.0 M) EAST OF CARSONITE WITNESS POST
 AJ3920'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3920'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3966 ***********************************************************************
 AJ3966  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3966  DESIGNATION -  3JR3
 AJ3966  PID         -  AJ3966
 AJ3966  STATE/COUNTY-  AZ/MARICOPA
 AJ3966  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3966
 AJ3966                         *CURRENT SURVEY CONTROL
 AJ3966  ___________________________________________________________________
 AJ3966* NAD 83(2007)-  32 59 08.60651(N)    113 11 36.24912(W)     ADJUSTED  
 AJ3966* NAVD 88     -       176.91   (meters)     580.4    (feet)  GPS OBS   
 AJ3966  ___________________________________________________________________
 AJ3966  EPOCH DATE  -        2007.00
 AJ3966  X           -  -2,109,172.825 (meters)                     COMP
 AJ3966  Y           -  -4,922,634.279 (meters)                     COMP
 AJ3966  Z           -   3,452,709.752 (meters)                     COMP
 AJ3966  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AJ3966  ELLIP HEIGHT-         145.211 (meters)          (02/10/07) ADJUSTED
 AJ3966  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 AJ3966
 AJ3966  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3966  Type    PID    Designation                      North   East  Ellip
 AJ3966  -------------------------------------------------------------------
 AJ3966  NETWORK AJ3966 3JR3                              0.82   0.73   1.20
 AJ3966  -------------------------------------------------------------------
 AJ3966
 AJ3966.The horizontal coordinates were established by GPS observations
 AJ3966.and adjusted by the National Geodetic Survey in February 2007.
 AJ3966
 AJ3966.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3966.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3966.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3966.The epoch date for horizontal control is a decimal equivalence
 AJ3966.of Year/Month/Day.
 AJ3966
 AJ3966.The orthometric height was determined by GPS observations and a
 AJ3966.high-resolution geoid model.
 AJ3966.The orthometric height was determined by GPS observations and a
 AJ3966.high-resolution geoid model using precise GPS observation and
 AJ3966.processing techniques.
 AJ3966
 AJ3966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3966
 AJ3966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3966
 AJ3966.The ellipsoidal height was determined by GPS observations
 AJ3966.and is referenced to NAD 83.
 AJ3966
 AJ3966.The geoid height was determined by GEOID03.
 AJ3966
 AJ3966;                    North         East     Units Scale Factor Converg.
 AJ3966;SPC AZ C     -   220,892.321    94,033.597   MT  1.00007551   -0 41 42.6
 AJ3966;SPC AZ C     -   724,712.34    308,509.18   iFT  1.00007551   -0 41 42.6
 AJ3966;UTM  12      - 3,651,840.742   295,047.938   MT  1.00011795   -1 11 40.5
 AJ3966
 AJ3966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3966!SPC AZ C     -   0.99997720  x   1.00007551  =   1.00005271
 AJ3966!UTM  12      -   0.99997720  x   1.00011795  =   1.00009515
 AJ3966
 AJ3966                          SUPERSEDED SURVEY CONTROL
 AJ3966
 AJ3966  NAD 83(1992)-  32 59 08.60559(N)    113 11 36.24900(W) AD(       ) B
 AJ3966  ELLIP H (04/12/01)  145.246  (m)                       GP(       ) 3 2
 AJ3966
 AJ3966.Superseded values are not recommended for survey control.
 AJ3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3966.See file dsdata.txt to determine how the superseded data were derived.
 AJ3966
 AJ3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9504851841(NAD 83)
 AJ3966_MARKER: I = METAL ROD
 AJ3966_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3966+WITH SETTING: INFORMATION.
 AJ3966_STAMPING: 3JR3 12-1999
 AJ3966_MARK LOGO: MCDOT 
 AJ3966_PROJECTION: FLUSH
 AJ3966_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3966+STABILITY: POSITION/ELEVATION WELL
 AJ3966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3966+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3966_ROD/PIPE-DEPTH:  2.0 meters
 AJ3966_SLEEVE-DEPTH  :  0.8 meters
 AJ3966
 AJ3966  HISTORY     - Date     Condition        Report By
 AJ3966  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3966
 AJ3966                          STATION DESCRIPTION
 AJ3966
 AJ3966'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3966'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF THE TOWN OF
 AJ3966'SENTINEL, TOWNSHIP 05 SOUTH, RANGE 09 WEST, SECTION 16
 AJ3966'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3966'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3966'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 6.9 MI (11.1 KM)
 AJ3966'TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (EAST) (32 55 39N, 113 17 37W)
 AJ3966', THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE SOUTHEASTERLY FOR
 AJ3966'1.0 MI (1.6 KM) TO A Y IN THE ROAD, THENCE VEER LEFT AND CONTINUE
 AJ3966'EASTERLY ON DIRT ROAD FOR 4.2 MI (6.8 KM) TO A Y IN THE ROAD (LAT 32
 AJ3966'55 49N, LONG 113 12 31W) , THENCE VEER LEFT AND CONTINUE EASTERLY ON
 AJ3966'DIRT ROAD FOR 0.5 MI (0.8 KM) TO A BEND IN THE ROAD TO THE NORTH (LAT
 AJ3966'32 55 57N, LONG 113 12 09W) , THENCE CONTINUE NORTH ON DIRT ROAD
 AJ3966'(POWER LINE RUNS ALONG EAST SIDE OF DIRT ROAD) FOR 3.8 MI (6.1 KM) TO
 AJ3966'THE STATION ON YOUR LEFT
 AJ3966'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3966'COMPRESSED ON A 6.5 FT (2.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3966'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3966'WITH A COUNTY LOGO ACCESS COVER STAMPED 3JR3 12-1999, SURROUNDED WITH
 AJ3966'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3966'CARSONITE MARKER
 AJ3966'STATION TIES
 AJ3966'40 FT (12.2 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3966'4.0 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3966'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3966'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3927 ***********************************************************************
 AJ3927  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3927  DESIGNATION -  3JT1
 AJ3927  PID         -  AJ3927
 AJ3927  STATE/COUNTY-  AZ/MARICOPA
 AJ3927  USGS QUAD   -  AGUA CALIENTE (1982)
 AJ3927
 AJ3927                         *CURRENT SURVEY CONTROL
 AJ3927  ___________________________________________________________________
 AJ3927* NAD 83(2007)-  32 59 46.13697(N)    113 18 22.66717(W)     ADJUSTED  
 AJ3927* NAVD 88     -       145.69   (meters)     478.0    (feet)  GPS OBS   
 AJ3927  ___________________________________________________________________
 AJ3927  EPOCH DATE  -        2007.00
 AJ3927  X           -  -2,118,608.653 (meters)                     COMP
 AJ3927  Y           -  -4,917,866.542 (meters)                     COMP
 AJ3927  Z           -   3,453,662.473 (meters)                     COMP
 AJ3927  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AJ3927  ELLIP HEIGHT-         113.877 (meters)          (02/10/07) ADJUSTED
 AJ3927  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 AJ3927
 AJ3927  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3927  Type    PID    Designation                      North   East  Ellip
 AJ3927  -------------------------------------------------------------------
 AJ3927  NETWORK AJ3927 3JT1                              0.63   0.57   1.00
 AJ3927  -------------------------------------------------------------------
 AJ3927
 AJ3927.The horizontal coordinates were established by GPS observations
 AJ3927.and adjusted by the National Geodetic Survey in February 2007.
 AJ3927
 AJ3927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3927.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3927.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3927.The epoch date for horizontal control is a decimal equivalence
 AJ3927.of Year/Month/Day.
 AJ3927
 AJ3927.The orthometric height was determined by GPS observations and a
 AJ3927.high-resolution geoid model.
 AJ3927.The orthometric height was determined by GPS observations and a
 AJ3927.high-resolution geoid model using precise GPS observation and
 AJ3927.processing techniques.
 AJ3927
 AJ3927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3927
 AJ3927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3927
 AJ3927.The ellipsoidal height was determined by GPS observations
 AJ3927.and is referenced to NAD 83.
 AJ3927
 AJ3927.The geoid height was determined by GEOID03.
 AJ3927
 AJ3927;                    North         East     Units Scale Factor Converg.
 AJ3927;SPC AZ C     -   222,182.235    83,496.755   MT  1.00010788   -0 45 24.7
 AJ3927;SPC AZ C     -   728,944.34    273,939.48   iFT  1.00010788   -0 45 24.7
 AJ3927;UTM  12      - 3,653,222.537   284,522.177   MT  1.00017252   -1 15 23.2
 AJ3927
 AJ3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3927!SPC AZ C     -   0.99998212  x   1.00010788  =   1.00009000
 AJ3927!UTM  12      -   0.99998212  x   1.00017252  =   1.00015464
 AJ3927
 AJ3927                          SUPERSEDED SURVEY CONTROL
 AJ3927
 AJ3927  NAD 83(1992)-  32 59 46.13602(N)    113 18 22.66717(W) AD(       ) B
 AJ3927  ELLIP H (04/12/01)  113.910  (m)                       GP(       ) 3 2
 AJ3927
 AJ3927.Superseded values are not recommended for survey control.
 AJ3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3927.See file dsdata.txt to determine how the superseded data were derived.
 AJ3927
 AJ3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8452253223(NAD 83)
 AJ3927_MARKER: I = METAL ROD
 AJ3927_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3927_STAMPING: 3JT1 12-1999
 AJ3927_MARK LOGO: MCDOT 
 AJ3927_PROJECTION: FLUSH
 AJ3927_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3927+STABILITY: POSITION/ELEVATION WELL
 AJ3927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3927+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2007
 AJ3927_ROD/PIPE-DEPTH:  7.6 meters
 AJ3927_SLEEVE-DEPTH  :  0.8 meters
 AJ3927
 AJ3927  HISTORY     - Date     Condition        Report By
 AJ3927  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3927  HISTORY     - 20070511 GOOD             MCDOT
 AJ3927
 AJ3927                          STATION DESCRIPTION
 AJ3927
 AJ3927'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3927'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF THE TOWN
 AJ3927'OF SENTINEL, TOWNSHIP 05 SOUTH, RANGE 10 WEST, SECTION 17
 AJ3927'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3927'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3927'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 AJ3927'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 AJ3927'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 AJ3927'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 AJ3927'CALIENTE ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON YOUR LEFT
 AJ3927'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3927'COMPRESSED ON A 25.0 FT (7.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3927'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3927'WITH A COUNTY LOGO ACCESS COVER STAMPED 3JT1 12-1999, SURROUNDED WITH
 AJ3927'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3927'CARSONITE MARKER
 AJ3927'STATION TIES
 AJ3927'84 FT (25.6 M) WEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3927'4.7 FT (1.4 M) EAST-NORTHEAST OF CARSONITE WITNESS POST
 AJ3927'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3927'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3927
 AJ3927                          STATION RECOVERY (2007)
 AJ3927
 AJ3927'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3927'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3787 ***********************************************************************
 AJ3787  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3787  DESIGNATION -  3KB2
 AJ3787  PID         -  AJ3787
 AJ3787  STATE/COUNTY-  AZ/MARICOPA
 AJ3787  USGS QUAD   -  CONLEY WELL (1979)
 AJ3787
 AJ3787                         *CURRENT SURVEY CONTROL
 AJ3787  ___________________________________________________________________
 AJ3787* NAD 83(2007)-  32 57 32.37922(N)    112 21 59.48799(W)     ADJUSTED  
 AJ3787* NAVD 88     -       525.66   (meters)    1724.6    (feet)  GPS OBS   
 AJ3787  ___________________________________________________________________
 AJ3787  EPOCH DATE  -        2007.00
 AJ3787  X           -  -2,038,639.069 (meters)                     COMP
 AJ3787  Y           -  -4,954,323.059 (meters)                     COMP
 AJ3787  Z           -   3,450,413.018 (meters)                     COMP
 AJ3787  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AJ3787  ELLIP HEIGHT-         494.987 (meters)          (02/10/07) ADJUSTED
 AJ3787  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3787
 AJ3787  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3787  Type    PID    Designation                      North   East  Ellip
 AJ3787  -------------------------------------------------------------------
 AJ3787  NETWORK AJ3787 3KB2                              0.80   0.78   1.31
 AJ3787  -------------------------------------------------------------------
 AJ3787
 AJ3787.The horizontal coordinates were established by GPS observations
 AJ3787.and adjusted by the National Geodetic Survey in February 2007.
 AJ3787
 AJ3787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3787.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3787.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3787.The epoch date for horizontal control is a decimal equivalence
 AJ3787.of Year/Month/Day.
 AJ3787
 AJ3787.The orthometric height was determined by GPS observations and a
 AJ3787.high-resolution geoid model.
 AJ3787.The orthometric height was determined by GPS observations and a
 AJ3787.high-resolution geoid model using precise GPS observation and
 AJ3787.processing techniques.
 AJ3787
 AJ3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3787
 AJ3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3787
 AJ3787.The ellipsoidal height was determined by GPS observations
 AJ3787.and is referenced to NAD 83.
 AJ3787
 AJ3787.The geoid height was determined by GEOID03.
 AJ3787
 AJ3787;                    North         East     Units Scale Factor Converg.
 AJ3787;SPC AZ C     -   217,294.112   171,303.937   MT  0.99992180   -0 14 41.1
 AJ3787;SPC AZ C     -   712,907.19    562,020.79   iFT  0.99992180   -0 14 41.1
 AJ3787;UTM  12      - 3,647,569.760   372,280.982   MT  0.99980113   -0 44 36.8
 AJ3787
 AJ3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3787!SPC AZ C     -   0.99992229  x   0.99992180  =   0.99984410
 AJ3787!UTM  12      -   0.99992229  x   0.99980113  =   0.99972344
 AJ3787
 AJ3787                          SUPERSEDED SURVEY CONTROL
 AJ3787
 AJ3787  NAD 83(1992)-  32 57 32.37810(N)    112 21 59.48755(W) AD(       ) B
 AJ3787  ELLIP H (04/12/01)  495.028  (m)                       GP(       ) 3 2
 AJ3787
 AJ3787.Superseded values are not recommended for survey control.
 AJ3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3787.See file dsdata.txt to determine how the superseded data were derived.
 AJ3787
 AJ3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7228147570(NAD 83)
 AJ3787_MARKER: I = METAL ROD
 AJ3787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3787_STAMPING: 3KB2 1-00
 AJ3787_MARK LOGO: MCDOT 
 AJ3787_PROJECTION: FLUSH
 AJ3787_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3787+STABILITY: POSITION/ELEVATION WELL
 AJ3787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3787+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3787_ROD/PIPE-DEPTH:  3.0 meters
 AJ3787_SLEEVE-DEPTH  :  0.8 meters
 AJ3787
 AJ3787  HISTORY     - Date     Condition        Report By
 AJ3787  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3787
 AJ3787                          STATION DESCRIPTION
 AJ3787
 AJ3787'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3787'THE STATION IS LOCATED APPROXIMATELY 37 MI (59.5 KM) SOUTHWEST OF THE
 AJ3787'CITY OF PHOENIX, 20 MI (32.2 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3787'TOWNSHIP 5 SOUTH, RANGE 1 WEST, SECTION 28
 AJ3787'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3787'TO REACH THE STATION FROM MARICOPA ROAD AT MILE POST 33, DRIVE WEST ON
 AJ3787'MARICOPA ROAD FOR 0.1 MI (0.2 KM) TO 83RD AVENUE, THENCE TURN LEFT
 AJ3787'(SOUTH) ONTO 83RD AVENUE AND DRIVE FOR 2.1 MI (3.4 KM) TO THE
 AJ3787'INTERSECTION WITH A PIPELINE, THENCE CONTINUE SOUTH ON 83RD AVENUE,
 AJ3787'PASSING OVER THE PIPELINE, FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, THENCE
 AJ3787'TURN RIGHT (WEST) ONTO THE ROAD AND DRIVE FOR 2.0 MI (3.2 KM) TO A
 AJ3787'POINT WHERE THE ROAD BENDS LEFT (SOUTH) NEAR THE INTERSECTION WITH
 AJ3787'SHUMACKER ROAD, AND BECOMES 99TH AVENUE, THENCE CONTINUE SOUTH ON 99TH
 AJ3787'AVENUE FOR 2.0 MI (3.2 KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT
 AJ3787'(WEST) ONTO THE DIRT ROAD AND DRIVE FOR 1.0 MI (1.6 KM) TO A
 AJ3787'T-INTERSECTION, THENCE TURN RIGHT (NORTH) ONTO THE NORTH-SOUTH ROAD
 AJ3787'AND DRIVE FOR 1.0 MI (1.6 KM) TO A BEND IN THE ROAD, THENCE TAKE THE
 AJ3787'BEND TO THE LEFT (WEST) AND CONTINUE ON THE ROAD FOR 0.9 MI (1.4 KM)
 AJ3787'TO A ROAD NORTH, THENCE CONTINUE WESTERLY PAST THE ROAD NORTH FOR 2.6
 AJ3787'MI (4.2 KM) TO A TRAIL NORTH, THENCE CONTINUE WESTERLY TO
 AJ3787'SOUTHWESTERLY, PAST THE TRAIL NORTH, FOR 5.2 MI (8.4 KM) TO A POINT
 AJ3787'WHERE THE ROAD BEGINS TO BEND TO THE RIGHT (WEST) AND THE STATION ON
 AJ3787'THE RIGHT (NORTH) SIDE OF THE ROAD
 AJ3787'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3787'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3787'STEEL ROD, ENCASED IN A GREASED 1 INCH PVC SLEEVE, ENCLOSED IN A 5
 AJ3787'INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER STAMPED 3KB2
 AJ3787'1-00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED
 AJ3787'BY A WHITE CARSONITE MARKER
 AJ3787'STATION TIES
 AJ3787'THE STATION IS APPROXIMATELY 40 FT (12.2 M) NORTH OF THE CENTERLINE OF
 AJ3787'THE ROAD
 AJ3787'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3787'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3758 ***********************************************************************
 AJ3758  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3758  DESIGNATION -  3KE2
 AJ3758  PID         -  AJ3758
 AJ3758  STATE/COUNTY-  AZ/MARICOPA
 AJ3758  USGS QUAD   -  BOSQUE (1973)
 AJ3758
 AJ3758                         *CURRENT SURVEY CONTROL
 AJ3758  ___________________________________________________________________
 AJ3758* NAD 83(2007)-  32 56 31.31875(N)    112 31 46.98831(W)     ADJUSTED  
 AJ3758* NAVD 88     -       370.63   (meters)    1216.0    (feet)  GPS OBS   
 AJ3758  ___________________________________________________________________
 AJ3758  EPOCH DATE  -        2007.00
 AJ3758  X           -  -2,053,084.187 (meters)                     COMP
 AJ3758  Y           -  -4,949,321.038 (meters)                     COMP
 AJ3758  Z           -   3,448,749.930 (meters)                     COMP
 AJ3758  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 AJ3758  ELLIP HEIGHT-         339.616 (meters)          (02/10/07) ADJUSTED
 AJ3758  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AJ3758
 AJ3758  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3758  Type    PID    Designation                      North   East  Ellip
 AJ3758  -------------------------------------------------------------------
 AJ3758  NETWORK AJ3758 3KE2                              0.57   0.55   1.00
 AJ3758  -------------------------------------------------------------------
 AJ3758
 AJ3758.The horizontal coordinates were established by GPS observations
 AJ3758.and adjusted by the National Geodetic Survey in February 2007.
 AJ3758
 AJ3758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3758.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3758.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3758.The epoch date for horizontal control is a decimal equivalence
 AJ3758.of Year/Month/Day.
 AJ3758
 AJ3758.The orthometric height was determined by GPS observations and a
 AJ3758.high-resolution geoid model.
 AJ3758.The orthometric height was determined by GPS observations and a
 AJ3758.high-resolution geoid model using precise GPS observation and
 AJ3758.processing techniques.
 AJ3758
 AJ3758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3758
 AJ3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3758
 AJ3758.The ellipsoidal height was determined by GPS observations
 AJ3758.and is referenced to NAD 83.
 AJ3758
 AJ3758.The geoid height was determined by GEOID03.
 AJ3758
 AJ3758;                    North         East     Units Scale Factor Converg.
 AJ3758;SPC AZ C     -   215,490.186   156,036.139   MT  0.99994050   -0 20 00.2
 AJ3758;SPC AZ C     -   706,988.80    511,929.59   iFT  0.99994050   -0 20 00.2
 AJ3758;UTM  12      - 3,645,898.967   356,999.659   MT  0.99985214   -0 49 55.2
 AJ3758
 AJ3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3758!SPC AZ C     -   0.99994668  x   0.99994050  =   0.99988719
 AJ3758!UTM  12      -   0.99994668  x   0.99985214  =   0.99979883
 AJ3758
 AJ3758                          SUPERSEDED SURVEY CONTROL
 AJ3758
 AJ3758  NAD 83(1992)-  32 56 31.31791(N)    112 31 46.98799(W) AD(       ) B
 AJ3758  ELLIP H (04/12/01)  339.652  (m)                       GP(       ) 3 2
 AJ3758
 AJ3758.Superseded values are not recommended for survey control.
 AJ3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3758.See file dsdata.txt to determine how the superseded data were derived.
 AJ3758
 AJ3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5700045899(NAD 83)
 AJ3758_MARKER: I = METAL ROD
 AJ3758_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3758_STAMPING: 3KE2 2000
 AJ3758_MARK LOGO: MCDOT 
 AJ3758_PROJECTION: FLUSH
 AJ3758_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3758+STABILITY: POSITION/ELEVATION WELL
 AJ3758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3758+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AJ3758_ROD/PIPE-DEPTH:  4.3 meters
 AJ3758_SLEEVE-DEPTH  :  0.8 meters
 AJ3758
 AJ3758  HISTORY     - Date     Condition        Report By
 AJ3758  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3758  HISTORY     - 20080418 GOOD             GEOCAC
 AJ3758
 AJ3758                          STATION DESCRIPTION
 AJ3758
 AJ3758'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3758'THE STATION IS LOCATED APPROXIMATELY 43 MI (69.2 KM) WEST OF THE CITY
 AJ3758'OF PHOENIX, 30 MI (48.3 KM) SOUTH OF THE TOWN OF BUCKEYE, ON THE
 AJ3758'TOWNSHIP LINE BETWEEN TOWNSHIP 5 SOUTH AND TOWNSHIP 6 SOUTH, RANGE 3
 AJ3758'WEST, BETWEEN THE CLOSING CORNERS OF SECTIONS 35, 36 AND 2, 1
 AJ3758'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3758'TO REACH THE STATION FROM THE INTERSECTION (EXIT 151) OF INTERSTATE 8
 AJ3758'AND STATE ROUTE 84, DRIVE WEST ON INTERSTATE 8 FOR 23.8 MI (38.3 KM)
 AJ3758'TO MILE POST 128, THENCE CONTINUE EAST ON INTERSTATE 8 FOR 0.2 MI (0.3
 AJ3758'KM) TO A DIRT ROAD RIGHT, THENCE TURN RIGHT (NORTH) ONTO THE DIRT ROAD
 AJ3758'AND DRIVE NORTH, THEN VEER NORTHWEST FOR 0.7 MI (1.1 KM) TO A DIRT
 AJ3758'ROAD RIGHT, THENCE TURN RIGHT AND DRIVE NORTHERLY FOR 2.0 MI (3.2 KM)
 AJ3758'TO THE STATION ON THE LEFT (WEST) SIDE OF THE ROAD, THERE IS A
 AJ3758'LIVESTOCK WATERING TANK 0.1 MI (0.2 KM) FARTHER AHEAD ON THE DIRT ROAD
 AJ3758'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3758'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3758'STEEL ROD, DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3758'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3758'STAMPED 3KE2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3758'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3758'STATION TIES
 AJ3758'THE STATION IS 110 FT (33.5 M) EAST OF GENERAL LAND OFFICE BRASS CAP
 AJ3758'TOWNSHIP 5 SOUTH, RANGE 3 WEST, SECTIONS 35 AND 36
 AJ3758'90 FT (27.4 M) WEST OF A GENERAL LAND OFFICE BRASS CAP FOR TOWNSHIP 6
 AJ3758'SOUTH, RANGE 3 WEST, SECTIONS 2 AND 1
 AJ3758'20 FT (6.1 M) WEST OF THE DIRT ROAD
 AJ3758'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3758'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3758
 AJ3758                          STATION RECOVERY (2008)
 AJ3758
 AJ3758'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 AJ3758'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3758'THE DESCRIPTION - THE MARK IS 3.4 FEET SOUTHEAST OF A WHITE CARSONITE
 AJ3758'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3759 ***********************************************************************
 AJ3759  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3759  DESIGNATION -  3KI1
 AJ3759  PID         -  AJ3759
 AJ3759  STATE/COUNTY-  AZ/MARICOPA
 AJ3759  USGS QUAD   -  GILA BEND (1973)
 AJ3759
 AJ3759                         *CURRENT SURVEY CONTROL
 AJ3759  ___________________________________________________________________
 AJ3759* NAD 83(2007)-  32 56 05.87506(N)    112 42 55.17124(W)     ADJUSTED  
 AJ3759* NAVD 88     -       235.84   (meters)     773.8    (feet)  GPS OBS   
 AJ3759  ___________________________________________________________________
 AJ3759  EPOCH DATE  -        2007.00
 AJ3759  X           -  -2,069,227.217 (meters)                     COMP
 AJ3759  Y           -  -4,942,932.775 (meters)                     COMP
 AJ3759  Z           -   3,448,018.591 (meters)                     COMP
 AJ3759  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AJ3759  ELLIP HEIGHT-         204.482 (meters)          (02/10/07) ADJUSTED
 AJ3759  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 AJ3759
 AJ3759  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3759  Type    PID    Designation                      North   East  Ellip
 AJ3759  -------------------------------------------------------------------
 AJ3759  NETWORK AJ3759 3KI1                              0.80   0.74   1.27
 AJ3759  -------------------------------------------------------------------
 AJ3759
 AJ3759.The horizontal coordinates were established by GPS observations
 AJ3759.and adjusted by the National Geodetic Survey in February 2007.
 AJ3759
 AJ3759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3759.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3759.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3759.The epoch date for horizontal control is a decimal equivalence
 AJ3759.of Year/Month/Day.
 AJ3759
 AJ3759.The orthometric height was determined by GPS observations and a
 AJ3759.high-resolution geoid model.
 AJ3759.The orthometric height was determined by GPS observations and a
 AJ3759.high-resolution geoid model using precise GPS observation and
 AJ3759.processing techniques.
 AJ3759
 AJ3759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3759
 AJ3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3759
 AJ3759.The ellipsoidal height was determined by GPS observations
 AJ3759.and is referenced to NAD 83.
 AJ3759
 AJ3759.The geoid height was determined by GEOID03.
 AJ3759
 AJ3759;                    North         East     Units Scale Factor Converg.
 AJ3759;SPC AZ C     -   214,822.678   138,674.542   MT  0.99996875   -0 26 03.3
 AJ3759;SPC AZ C     -   704,798.81    454,968.97   iFT  0.99996875   -0 26 03.3
 AJ3759;UTM  12      - 3,645,382.597   339,634.127   MT  0.99991710   -0 55 58.1
 AJ3759
 AJ3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3759!SPC AZ C     -   0.99996790  x   0.99996875  =   0.99993665
 AJ3759!UTM  12      -   0.99996790  x   0.99991710  =   0.99988500
 AJ3759
 AJ3759                          SUPERSEDED SURVEY CONTROL
 AJ3759
 AJ3759  NAD 83(1992)-  32 56 05.87413(N)    112 42 55.17102(W) AD(       ) B
 AJ3759  ELLIP H (04/12/01)  204.519  (m)                       GP(       ) 3 2
 AJ3759
 AJ3759.Superseded values are not recommended for survey control.
 AJ3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3759.See file dsdata.txt to determine how the superseded data were derived.
 AJ3759
 AJ3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3963445383(NAD 83)
 AJ3759_MARKER: I = METAL ROD
 AJ3759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3759_STAMPING: 3KI1 2000
 AJ3759_MARK LOGO: MCDOT 
 AJ3759_PROJECTION: FLUSH
 AJ3759_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3759+STABILITY: POSITION/ELEVATION WELL
 AJ3759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3759+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2009
 AJ3759_ROD/PIPE-DEPTH: 12.2 meters
 AJ3759_SLEEVE-DEPTH  :  0.8 meters
 AJ3759
 AJ3759  HISTORY     - Date     Condition        Report By
 AJ3759  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3759  HISTORY     - 20060218 GOOD             USPSQD
 AJ3759  HISTORY     - 20090121 GOOD             PROJEC
 AJ3759
 AJ3759                          STATION DESCRIPTION
 AJ3759
 AJ3759'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3759'THE STATION IS LOCATED APPROXIMATELY 51 MI (82.1 KM) SOUTHWEST OF THE
 AJ3759'CITY OF PHOENIX, 0.9 MI (1.4 KM) SOUTH OF THE TOWN OF GILA BEND,
 AJ3759'TOWNSHIP 6 SOUTH, RANGE 4 WEST, SECTION 6
 AJ3759'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3759'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3759'AND INTERSTATE 8 BUSINESS LOOP EAST OF GILA BEND, DRIVE WEST ON
 AJ3759'INTERSTATE 8 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT (SOUTH)
 AJ3759'SIDE OF THE WESTBOUND LANES OF INTERSTATE 8, 0.2 MI (0.3 KM) WEST OF
 AJ3759'MILE POST 117, JUST EAST OF AN UNDERPASS, IN THE MEDIAN OF THE
 AJ3759'INTERSTATE
 AJ3759'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3759'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 40 FOOT (12.2 M) STAINLESS
 AJ3759'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3759'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3759'STAMPED 3KI1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3759'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3759'STATION TIES
 AJ3759'THE STATION IS 40 FT (12.2 M) SOUTH OF THE WEST-BOUND LANES OF
 AJ3759'INTERSTATE 8
 AJ3759'40 FT (12.2 M) NORTH OF THE EAST-BOUND LANES OF INTERSTATE 8
 AJ3759'10 FT (3.0 M) EAST OF A FENCE
 AJ3759'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3759'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3759
 AJ3759                          STATION RECOVERY (2006)
 AJ3759
 AJ3759'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3759'RECOVERED AS DESCRIBED.
 AJ3759
 AJ3759                          STATION RECOVERY (2009)
 AJ3759
 AJ3759'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2009
 AJ3759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3913 ***********************************************************************
 AJ3913  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3913  DESIGNATION -  3KK2
 AJ3913  PID         -  AJ3913
 AJ3913  STATE/COUNTY-  AZ/MARICOPA
 AJ3913  USGS QUAD   -  SMURR (1973)
 AJ3913
 AJ3913                         *CURRENT SURVEY CONTROL
 AJ3913  ___________________________________________________________________
 AJ3913* NAD 83(2007)-  32 56 29.58750(N)    112 49 19.97783(W)     ADJUSTED  
 AJ3913* NAVD 88     -       218.63   (meters)     717.3    (feet)  GPS OBS   
 AJ3913  ___________________________________________________________________
 AJ3913  EPOCH DATE  -        2007.00
 AJ3913  X           -  -2,078,285.434 (meters)                     COMP
 AJ3913  Y           -  -4,938,684.367 (meters)                     COMP
 AJ3913  Z           -   3,448,622.296 (meters)                     COMP
 AJ3913  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AJ3913  ELLIP HEIGHT-         187.216 (meters)          (02/10/07) ADJUSTED
 AJ3913  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AJ3913
 AJ3913  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3913  Type    PID    Designation                      North   East  Ellip
 AJ3913  -------------------------------------------------------------------
 AJ3913  NETWORK AJ3913 3KK2                              0.78   0.71   1.18
 AJ3913  -------------------------------------------------------------------
 AJ3913
 AJ3913.The horizontal coordinates were established by GPS observations
 AJ3913.and adjusted by the National Geodetic Survey in February 2007.
 AJ3913
 AJ3913.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3913.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3913.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3913.The epoch date for horizontal control is a decimal equivalence
 AJ3913.of Year/Month/Day.
 AJ3913
 AJ3913.The orthometric height was determined by GPS observations and a
 AJ3913.high-resolution geoid model.
 AJ3913.The orthometric height was determined by GPS observations and a
 AJ3913.high-resolution geoid model using precise GPS observation and
 AJ3913.processing techniques.
 AJ3913
 AJ3913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3913
 AJ3913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3913
 AJ3913.The ellipsoidal height was determined by GPS observations
 AJ3913.and is referenced to NAD 83.
 AJ3913
 AJ3913.The geoid height was determined by GEOID03.
 AJ3913
 AJ3913;                    North         East     Units Scale Factor Converg.
 AJ3913;SPC AZ C     -   215,633.971   128,684.760   MT  0.99998838   -0 29 32.8
 AJ3913;SPC AZ C     -   707,460.53    422,194.09   iFT  0.99998838   -0 29 32.8
 AJ3913;UTM  12      - 3,646,280.758   329,652.194   MT  0.99995781   -0 59 28.1
 AJ3913
 AJ3913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3913!SPC AZ C     -   0.99997061  x   0.99998838  =   0.99995899
 AJ3913!UTM  12      -   0.99997061  x   0.99995781  =   0.99992842
 AJ3913
 AJ3913                          SUPERSEDED SURVEY CONTROL
 AJ3913
 AJ3913  NAD 83(1992)-  32 56 29.58663(N)    112 49 19.97770(W) AD(       ) B
 AJ3913  ELLIP H (04/12/01)  187.253  (m)                       GP(       ) 3 2
 AJ3913
 AJ3913.Superseded values are not recommended for survey control.
 AJ3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3913.See file dsdata.txt to determine how the superseded data were derived.
 AJ3913
 AJ3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2965246281(NAD 83)
 AJ3913_MARKER: I = METAL ROD
 AJ3913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3913_STAMPING: 3KK2 1999
 AJ3913_MARK LOGO: MCDOT 
 AJ3913_PROJECTION: FLUSH
 AJ3913_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3913+STABILITY: POSITION/ELEVATION WELL
 AJ3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3913+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2009
 AJ3913_ROD/PIPE-DEPTH: 11.6 meters
 AJ3913_SLEEVE-DEPTH  :  0.8 meters
 AJ3913
 AJ3913  HISTORY     - Date     Condition        Report By
 AJ3913  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3913  HISTORY     - 20090121 GOOD             PROJEC
 AJ3913
 AJ3913                          STATION DESCRIPTION
 AJ3913
 AJ3913'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3913'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF THE TOWN OF GILA
 AJ3913'BEND, TOWNSHIP 05 SOUTH, RANGE 05 WEST, SECTION 31
 AJ3913'OWNERSHIP - PRIVATE
 AJ3913'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3913'INTERCHANGE (EXIT 111) , DRIVE NORTH ON CITRUS VALLEY ROAD FOR 0.5 MI
 AJ3913'(0.8 KM) TO AN UNMARKED GRADED DIRT ROAD, THENCE TURN LEFT (WEST) ON
 AJ3913'TO GRADED DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE STATION ON YOUR
 AJ3913'RIGHT
 AJ3913'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3913'COMPRESSED ON A 38.0 FT (11.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3913'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3913'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3KK2 1999, SURROUNDED
 AJ3913'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3913'CARSONITE MARKER
 AJ3913'STATION TIES
 AJ3913'68.7 FT (20.9 M) NORTHEAST OF POWER POLE
 AJ3913'53.5 FT (16.3 M) NORTH OF OVERHEAD ELECTRIC LINES BEARING EAST-WEST
 AJ3913'48.0 FT (14.6 M) EAST OF INTERSECTION OF CENTERLINE OF CONCRETE DITCH
 AJ3913'BEARING WEST AND DIRT DITCH BEARING NORTH
 AJ3913'33.5 FT (10.2 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3913'4.0 FT (1.2 M) SOUTHWEST OF TOP BANK OF DIRT FLOOD CONTROL CHANNEL
 AJ3913'3.5 FT (1.1 M) SOUTH OF CARSONITE WITNESS POST
 AJ3913'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3913'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3913
 AJ3913                          STATION RECOVERY (2009)
 AJ3913
 AJ3913'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2009
 AJ3913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3912 ***********************************************************************
 AJ3912  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3912  DESIGNATION -  3KM2
 AJ3912  PID         -  AJ3912
 AJ3912  STATE/COUNTY-  AZ/MARICOPA
 AJ3912  USGS QUAD   -  THEBA (1973)
 AJ3912
 AJ3912                         *CURRENT SURVEY CONTROL
 AJ3912  ___________________________________________________________________
 AJ3912* NAD 83(2007)-  32 56 26.90870(N)    112 55 13.73716(W)     ADJUSTED  
 AJ3912* NAVD 88     -       220.91   (meters)     724.8    (feet)  GPS OBS   
 AJ3912  ___________________________________________________________________
 AJ3912  EPOCH DATE  -        2007.00
 AJ3912  X           -  -2,086,770.787 (meters)                     COMP
 AJ3912  Y           -  -4,935,155.750 (meters)                     COMP
 AJ3912  Z           -   3,448,554.251 (meters)                     COMP
 AJ3912  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AJ3912  ELLIP HEIGHT-         189.447 (meters)          (02/10/07) ADJUSTED
 AJ3912  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AJ3912
 AJ3912  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3912  Type    PID    Designation                      North   East  Ellip
 AJ3912  -------------------------------------------------------------------
 AJ3912  NETWORK AJ3912 3KM2                              0.73   0.63   1.08
 AJ3912  -------------------------------------------------------------------
 AJ3912
 AJ3912.The horizontal coordinates were established by GPS observations
 AJ3912.and adjusted by the National Geodetic Survey in February 2007.
 AJ3912
 AJ3912.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3912.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3912.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3912.The epoch date for horizontal control is a decimal equivalence
 AJ3912.of Year/Month/Day.
 AJ3912
 AJ3912.The orthometric height was determined by GPS observations and a
 AJ3912.high-resolution geoid model.
 AJ3912.The orthometric height was determined by GPS observations and a
 AJ3912.high-resolution geoid model using precise GPS observation and
 AJ3912.processing techniques.
 AJ3912
 AJ3912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3912
 AJ3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3912
 AJ3912.The ellipsoidal height was determined by GPS observations
 AJ3912.and is referenced to NAD 83.
 AJ3912
 AJ3912.The geoid height was determined by GEOID03.
 AJ3912
 AJ3912;                    North         East     Units Scale Factor Converg.
 AJ3912;SPC AZ C     -   215,634.716   119,494.998   MT  1.00000860   -0 32 45.2
 AJ3912;SPC AZ C     -   707,462.98    392,043.96   iFT  1.00000860   -0 32 45.2
 AJ3912;UTM  12      - 3,646,361.485   320,462.978   MT  0.99999746   -1 02 40.5
 AJ3912
 AJ3912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3912!SPC AZ C     -   0.99997026  x   1.00000860  =   0.99997886
 AJ3912!UTM  12      -   0.99997026  x   0.99999746  =   0.99996772
 AJ3912
 AJ3912                          SUPERSEDED SURVEY CONTROL
 AJ3912
 AJ3912  NAD 83(1992)-  32 56 26.90781(N)    112 55 13.73707(W) AD(       ) B
 AJ3912  ELLIP H (04/12/01)  189.486  (m)                       GP(       ) 3 2
 AJ3912
 AJ3912.Superseded values are not recommended for survey control.
 AJ3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3912.See file dsdata.txt to determine how the superseded data were derived.
 AJ3912
 AJ3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2046346361(NAD 83)
 AJ3912_MARKER: I = METAL ROD
 AJ3912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3912_STAMPING: 3KM2 1999
 AJ3912_MARK LOGO: MCDOT 
 AJ3912_PROJECTION: FLUSH
 AJ3912_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3912+STABILITY: POSITION/ELEVATION WELL
 AJ3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3912+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2009
 AJ3912_ROD/PIPE-DEPTH: 18.9 meters
 AJ3912_SLEEVE-DEPTH  :  0.8 meters
 AJ3912
 AJ3912  HISTORY     - Date     Condition        Report By
 AJ3912  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3912  HISTORY     - 20090121 GOOD             PROJEC
 AJ3912
 AJ3912                          STATION DESCRIPTION
 AJ3912
 AJ3912'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3912'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST OF THE TOWN OF GILA
 AJ3912'BEND, TOWNSHIP 05 SOUTH, RANGE 06 WEST, SECTION 31
 AJ3912'OWNERSHIP - PRIVATE
 AJ3912'TO REACH THE STATION FROM INTERSTATE 8 AND PALOMA ROAD INTERCHANGE
 AJ3912'(EXIT 106) , DRIVE NORTH ON PALOMA ROAD (GRADED DIRT ROAD) FOR 1.3 MI
 AJ3912'(2.1 KM) TO AN UNMARKED GRADED DIRT ROAD, THENCE TURN LEFT (WEST) ON
 AJ3912'TO GRADED DIRT ROAD AND DRIVE 1.9 MI (3.1 KM) TO A CONCRETE BRIDGE
 AJ3912'OVER A DIRT DITCH, THENCE CONTINUE ACROSS BRIDGE AND IMMEDIATELY
 AJ3912'ACROSS BRIDGE TURN RIGHT (NORTH) ON TO A DIRT FARM ROAD, THENCE DRIVE
 AJ3912'NORTH ON DIRT FARM ROAD FOR 40 FT (12.2 M) TO A DIRT FARM ROAD, THENCE
 AJ3912'TURN RIGHT (EAST) ON DIRT FARM ROAD (DIRT DITCH RUNS ALONG NORTH AND
 AJ3912'SOUTH SIDES OF DIRT FARM ROAD) AND DRIVE 0.1 MI (0.2 KM) TO THE
 AJ3912'STATION ON YOUR LEFT
 AJ3912'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3912'COMPRESSED ON A 62.0 FT (18.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3912'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3912'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3KM2 1999, SURROUNDED
 AJ3912'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3912'CARSONITE MARKER
 AJ3912'STATION TIES
 AJ3912'27.9 FT (8.5 M) NORTH OF CENTERLINE OF DIRT DITCH BEARING EAST-WEST
 AJ3912'23.0 FT (7.0 M) WEST OF CENTERLINE OF DIRT FARM ROAD BEARING NORTH
 AJ3912'10.8 FT (3.3 M) NORTH OF CENTERLINE OF DIRT FARM ROAD BEARING
 AJ3912'EAST-WEST
 AJ3912'9.8 FT (3.0 M) WEST OF CENTERLINE OF CONCRETE DITCH BEARING NORTH
 AJ3912'9.8 FT (3.0 M) SOUTH OF CENTERLINE OF CONCRETE PIPE (AND DIRT DITCH)
 AJ3912'BEARING EAST-WEST
 AJ3912'6.0 FT (1.8 M) SOUTHEAST OF CENTER OF CONCRETE HEADWALL
 AJ3912'3.5 FT (1.1 M) WEST OF CARSONITE WITNESS POST
 AJ3912'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3912'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3912
 AJ3912                          STATION RECOVERY (2009)
 AJ3912
 AJ3912'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2009
 AJ3912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3914 ***********************************************************************
 AJ3914  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3914  DESIGNATION -  3KO2
 AJ3914  PID         -  AJ3914
 AJ3914  STATE/COUNTY-  AZ/MARICOPA
 AJ3914  USGS QUAD   -  SENTINEL NE (1986)
 AJ3914
 AJ3914                         *CURRENT SURVEY CONTROL
 AJ3914  ___________________________________________________________________
 AJ3914* NAD 83(2007)-  32 56 24.32835(N)    113 00 40.36585(W)     ADJUSTED  
 AJ3914* NAVD 88     -       233.88   (meters)     767.3    (feet)  GPS OBS   
 AJ3914  ___________________________________________________________________
 AJ3914  EPOCH DATE  -        2007.00
 AJ3914  X           -  -2,094,604.329 (meters)                     COMP
 AJ3914  Y           -  -4,931,894.859 (meters)                     COMP
 AJ3914  Z           -   3,448,494.572 (meters)                     COMP
 AJ3914  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AJ3914  ELLIP HEIGHT-         202.385 (meters)          (02/10/07) ADJUSTED
 AJ3914  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 AJ3914
 AJ3914  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3914  Type    PID    Designation                      North   East  Ellip
 AJ3914  -------------------------------------------------------------------
 AJ3914  NETWORK AJ3914 3KO2                              0.71   0.67   1.06
 AJ3914  -------------------------------------------------------------------
 AJ3914
 AJ3914.The horizontal coordinates were established by GPS observations
 AJ3914.and adjusted by the National Geodetic Survey in February 2007.
 AJ3914
 AJ3914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3914.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3914.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3914.The epoch date for horizontal control is a decimal equivalence
 AJ3914.of Year/Month/Day.
 AJ3914
 AJ3914.The orthometric height was determined by GPS observations and a
 AJ3914.high-resolution geoid model.
 AJ3914.The orthometric height was determined by GPS observations and a
 AJ3914.high-resolution geoid model using precise GPS observation and
 AJ3914.processing techniques.
 AJ3914
 AJ3914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3914
 AJ3914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3914
 AJ3914.The ellipsoidal height was determined by GPS observations
 AJ3914.and is referenced to NAD 83.
 AJ3914
 AJ3914.The geoid height was determined by GEOID03.
 AJ3914
 AJ3914;                    North         East     Units Scale Factor Converg.
 AJ3914;SPC AZ C     -   215,639.719   111,009.749   MT  1.00002912   -0 35 42.8
 AJ3914;SPC AZ C     -   707,479.39    364,205.21   iFT  1.00002912   -0 35 42.8
 AJ3914;UTM  12      - 3,646,440.343   311,978.113   MT  1.00003591   -1 05 38.2
 AJ3914
 AJ3914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3914!SPC AZ C     -   0.99996823  x   1.00002912  =   0.99999735
 AJ3914!UTM  12      -   0.99996823  x   1.00003591  =   1.00000413
 AJ3914
 AJ3914                          SUPERSEDED SURVEY CONTROL
 AJ3914
 AJ3914  NAD 83(1992)-  32 56 24.32746(N)    113 00 40.36575(W) AD(       ) B
 AJ3914  ELLIP H (04/12/01)  202.424  (m)                       GP(       ) 3 2
 AJ3914
 AJ3914.Superseded values are not recommended for survey control.
 AJ3914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3914.See file dsdata.txt to determine how the superseded data were derived.
 AJ3914
 AJ3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1197846440(NAD 83)
 AJ3914_MARKER: I = METAL ROD
 AJ3914_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3914_STAMPING: 3KO2 1999
 AJ3914_MARK LOGO: MCDOT 
 AJ3914_PROJECTION: FLUSH
 AJ3914_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3914+STABILITY: POSITION/ELEVATION WELL
 AJ3914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3914+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3914_ROD/PIPE-DEPTH:  3.9 meters
 AJ3914_SLEEVE-DEPTH  :  0.8 meters
 AJ3914
 AJ3914  HISTORY     - Date     Condition        Report By
 AJ3914  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3914
 AJ3914                          STATION DESCRIPTION
 AJ3914
 AJ3914'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3914'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) WEST OF THE TOWN OF GILA
 AJ3914'BEND, TOWNSHIP 06 SOUTH, RANGE 08 WEST, SECTION 6
 AJ3914'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3914'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3914'INTERCHANGE (EXIT 102) , DRIVE NORTH ON PAINTED ROCK DAM ROAD FOR 1.9
 AJ3914'MI (3.1 KM) TO AN UNMARKED DIRT ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3914'DIRT ROAD AND DRIVE 2.4 MI (3.9 KM) TO AN UNMARKED DIRT ROAD ON YOUR
 AJ3914'RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND DRIVE
 AJ3914'NORTH FOR 0.2 MI (0.3 KM) TO A JEEP TRAIL, THENCE TURN LEFT (WEST) ON
 AJ3914'TO JEEP TRAIL AND DRIVE 1.1 MI (1.8 KM) TO AN UNMARKED DIRT ROAD,
 AJ3914'THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD (BARBED WIRE FENCE RUNS ALONG
 AJ3914'WEST SIDE OF DIRT ROAD) AND DRIVE 0.3 MI (0.5 KM) TO A GATE AND BARBED
 AJ3914'WIRE FENCE BEARING EAST AND TO THE STATION ON YOUR RIGHT
 AJ3914'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3914'COMPRESSED ON A 12.7 FT (3.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3914'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3914'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KO2 1999, SURROUNDED WITH A
 AJ3914'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3914'MARKER
 AJ3914'STATION TIES
 AJ3914'10.5 FT (3.2 M) WEST OF BARBED WIRE FENCE BEARING NORTH-SOUTH
 AJ3914'4.0 FT (1.2 M) SOUTHWEST OF CARSONITE WITNESS POST
 AJ3914'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3914'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3921 ***********************************************************************
 AJ3921  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3921  DESIGNATION -  3KP3
 AJ3921  PID         -  AJ3921
 AJ3921  STATE/COUNTY-  AZ/MARICOPA
 AJ3921  USGS QUAD   -  SENTINEL NE (1986)
 AJ3921
 AJ3921                         *CURRENT SURVEY CONTROL
 AJ3921  ___________________________________________________________________
 AJ3921* NAD 83(2007)-  32 56 37.55532(N)    113 05 28.98023(W)     ADJUSTED  
 AJ3921* NAVD 88     -       206.66   (meters)     678.0    (feet)  GPS OBS   
 AJ3921  ___________________________________________________________________
 AJ3921  EPOCH DATE  -        2007.00
 AJ3921  X           -  -2,101,407.288 (meters)                     COMP
 AJ3921  Y           -  -4,928,734.238 (meters)                     COMP
 AJ3921  Z           -   3,448,821.682 (meters)                     COMP
 AJ3921  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AJ3921  ELLIP HEIGHT-         175.052 (meters)          (02/10/07) ADJUSTED
 AJ3921  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 AJ3921
 AJ3921  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3921  Type    PID    Designation                      North   East  Ellip
 AJ3921  -------------------------------------------------------------------
 AJ3921  NETWORK AJ3921 3KP3                              0.65   0.57   1.00
 AJ3921  -------------------------------------------------------------------
 AJ3921
 AJ3921.The horizontal coordinates were established by GPS observations
 AJ3921.and adjusted by the National Geodetic Survey in February 2007.
 AJ3921
 AJ3921.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3921.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3921.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3921.The epoch date for horizontal control is a decimal equivalence
 AJ3921.of Year/Month/Day.
 AJ3921
 AJ3921.The orthometric height was determined by GPS observations and a
 AJ3921.high-resolution geoid model.
 AJ3921.The orthometric height was determined by GPS observations and a
 AJ3921.high-resolution geoid model using precise GPS observation and
 AJ3921.processing techniques.
 AJ3921
 AJ3921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3921
 AJ3921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3921
 AJ3921.The ellipsoidal height was determined by GPS observations
 AJ3921.and is referenced to NAD 83.
 AJ3921
 AJ3921.The geoid height was determined by GEOID03.
 AJ3921
 AJ3921;                    North         East     Units Scale Factor Converg.
 AJ3921;SPC AZ C     -   216,127.931   103,517.172   MT  1.00004872   -0 38 20.0
 AJ3921;SPC AZ C     -   709,081.14    339,623.27   iFT  1.00004872   -0 38 20.0
 AJ3921;UTM  12      - 3,646,993.766   304,489.958   MT  1.00007133   -1 08 15.7
 AJ3921
 AJ3921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3921!SPC AZ C     -   0.99997252  x   1.00004872  =   1.00002124
 AJ3921!UTM  12      -   0.99997252  x   1.00007133  =   1.00004385
 AJ3921
 AJ3921                          SUPERSEDED SURVEY CONTROL
 AJ3921
 AJ3921  NAD 83(1992)-  32 56 37.55444(N)    113 05 28.98010(W) AD(       ) B
 AJ3921  ELLIP H (04/12/01)  175.091  (m)                       GP(       ) 3 2
 AJ3921
 AJ3921.Superseded values are not recommended for survey control.
 AJ3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3921.See file dsdata.txt to determine how the superseded data were derived.
 AJ3921
 AJ3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0449046994(NAD 83)
 AJ3921_MARKER: I = METAL ROD
 AJ3921_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3921_STAMPING: 3KP3 1999
 AJ3921_MARK LOGO: MCDOT 
 AJ3921_PROJECTION: FLUSH
 AJ3921_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3921+STABILITY: POSITION/ELEVATION WELL
 AJ3921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3921+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3921_ROD/PIPE-DEPTH:  3.7 meters
 AJ3921_SLEEVE-DEPTH  :  0.8 meters
 AJ3921
 AJ3921  HISTORY     - Date     Condition        Report By
 AJ3921  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3921
 AJ3921                          STATION DESCRIPTION
 AJ3921
 AJ3921'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3921'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) WEST OF THE TOWN OF GILA
 AJ3921'BEND, TOWNSHIP 05 SOUTH, RANGE 08 WEST
 AJ3921'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3921'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3921'INTERCHANGE (EXIT 102) , DRIVE WEST-SOUTHWEST ON INTERSTATE 8 FOR
 AJ3921'APPROXIMATELY 8.4 MI (13.5 KM) TO MILEPOST 94, THENCE CONTINUE
 AJ3921'WEST-SOUTHWEST ON INTERSTATE 8 FOR 200 FT (61.0 M) TO AN UNMARKED DIRT
 AJ3921'ROAD WITH A GATE ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON
 AJ3921'TO DIRT ROAD THROUGH GATE AND DRIVE NORTHERLY FOR 1.6 MI (2.6 KM) TO A
 AJ3921'Y IN THE ROAD (CATTLE PEN ENCLOSURE IS LOCATED TO THE SOUTHWEST OF Y)
 AJ3921', THENCE VEER RIGHT AND CONTINUE NORTHERLY ON DIRT ROAD FOR 2.5 MI
 AJ3921'(4.0 KM) TO A WASH BEARING EAST AND WEST, THENCE CONTINUE NORTHERLY ON
 AJ3921'DIRT ROAD THROUGH WASH FOR 0.3 MI (0.5 KM) TO THE STATION ON YOUR LEFT
 AJ3921'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3921'COMPRESSED ON A 12.0 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3921'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3921'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KP3 1999, SURROUNDED WITH A
 AJ3921'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3921'MARKER
 AJ3921'STATION TIES
 AJ3921'50 FT (15.2 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3921'6.0 FT (1.8 M) SOUTH OF CARSONITE WITNESS POST
 AJ3921'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3921'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3922 ***********************************************************************
 AJ3922  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3922  DESIGNATION -  3KQ3
 AJ3922  PID         -  AJ3922
 AJ3922  STATE/COUNTY-  AZ/MARICOPA
 AJ3922  USGS QUAD   -  SENTINEL NE (1986)
 AJ3922
 AJ3922                         *CURRENT SURVEY CONTROL
 AJ3922  ___________________________________________________________________
 AJ3922* NAD 83(2007)-  32 54 24.64167(N)    113 07 21.77827(W)     ADJUSTED  
 AJ3922* NAVD 88     -       223.98   (meters)     734.8    (feet)  GPS OBS   
 AJ3922  ___________________________________________________________________
 AJ3922  EPOCH DATE  -        2007.00
 AJ3922  X           -  -2,104,982.003 (meters)                     COMP
 AJ3922  Y           -  -4,929,644.491 (meters)                     COMP
 AJ3922  Z           -   3,445,394.028 (meters)                     COMP
 AJ3922  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AJ3922  ELLIP HEIGHT-         192.283 (meters)          (02/10/07) ADJUSTED
 AJ3922  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 AJ3922
 AJ3922  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3922  Type    PID    Designation                      North   East  Ellip
 AJ3922  -------------------------------------------------------------------
 AJ3922  NETWORK AJ3922 3KQ3                              0.65   0.55   1.02
 AJ3922  -------------------------------------------------------------------
 AJ3922
 AJ3922.The horizontal coordinates were established by GPS observations
 AJ3922.and adjusted by the National Geodetic Survey in February 2007.
 AJ3922
 AJ3922.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3922.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3922.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3922.The epoch date for horizontal control is a decimal equivalence
 AJ3922.of Year/Month/Day.
 AJ3922
 AJ3922.The orthometric height was determined by GPS observations and a
 AJ3922.high-resolution geoid model.
 AJ3922.The orthometric height was determined by GPS observations and a
 AJ3922.high-resolution geoid model using precise GPS observation and
 AJ3922.processing techniques.
 AJ3922
 AJ3922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3922
 AJ3922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3922
 AJ3922.The ellipsoidal height was determined by GPS observations
 AJ3922.and is referenced to NAD 83.
 AJ3922
 AJ3922.The geoid height was determined by GEOID03.
 AJ3922
 AJ3922;                    North         East     Units Scale Factor Converg.
 AJ3922;SPC AZ C     -   212,066.480   100,540.344   MT  1.00005689   -0 39 19.0
 AJ3922;SPC AZ C     -   695,756.17    329,856.77   iFT  1.00005689   -0 39 19.0
 AJ3922;UTM  12      - 3,642,958.268   301,477.826   MT  1.00008597   -1 09 12.9
 AJ3922
 AJ3922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3922!SPC AZ C     -   0.99996981  x   1.00005689  =   1.00002670
 AJ3922!UTM  12      -   0.99996981  x   1.00008597  =   1.00005578
 AJ3922
 AJ3922                          SUPERSEDED SURVEY CONTROL
 AJ3922
 AJ3922  NAD 83(1992)-  32 54 24.64075(N)    113 07 21.77808(W) AD(       ) B
 AJ3922  ELLIP H (04/12/01)  192.320  (m)                       GP(       ) 3 2
 AJ3922
 AJ3922.Superseded values are not recommended for survey control.
 AJ3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3922.See file dsdata.txt to determine how the superseded data were derived.
 AJ3922
 AJ3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0147842958(NAD 83)
 AJ3922_MARKER: I = METAL ROD
 AJ3922_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3922+WITH SETTING: INFORMATION.
 AJ3922_STAMPING: 3KQ3 1999
 AJ3922_MARK LOGO: MCDOT 
 AJ3922_PROJECTION: FLUSH
 AJ3922_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3922+STABILITY: POSITION/ELEVATION WELL
 AJ3922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3922+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3922_ROD/PIPE-DEPTH:  2.3 meters
 AJ3922_SLEEVE-DEPTH  :  0.8 meters
 AJ3922
 AJ3922  HISTORY     - Date     Condition        Report By
 AJ3922  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3922
 AJ3922                          STATION DESCRIPTION
 AJ3922
 AJ3922'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3922'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) WEST OF THE TOWN OF
 AJ3922'GILA BEND, TOWNSHIP 06 SOUTH, RANGE 08 WEST, SECTION 18
 AJ3922'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3922'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3922'INTERCHANGE (EXIT 102) , DRIVE WEST-SOUTHWEST ON INTERSTATE 8 FOR
 AJ3922'APPROXIMATELY 8.4 MI (13.5 KM) TO MILEPOST 94, THENCE CONTINUE
 AJ3922'WEST-SOUTHWEST ON INTERSTATE 8 FOR 200 FT (61.0 M) TO AN UNMARKED DIRT
 AJ3922'ROAD WITH A GATE ON YOUR RIGHT (NORTH) , THENCE TURN RIGHT (NORTH) ON
 AJ3922'TO DIRT ROAD THROUGH GATE AND DRIVE NORTHERLY FOR 1.6 MI (2.6 KM) TO A
 AJ3922'Y IN THE ROAD (CATTLE PEN ENCLOSURE IS LOCATED TO THE SOUTHWEST OF Y)
 AJ3922', THENCE VEER LEFT AND DRIVE WEST ON DIRT ROAD FOR 1.2 MI (1.9 KM) TO
 AJ3922'THE STATION ON YOUR RIGHT
 AJ3922'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3922'COMPRESSED ON A 7.5 FT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3922'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3922'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KQ3 1999, SURROUNDED WITH A
 AJ3922'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3922'MARKER
 AJ3922'STATION TIES
 AJ3922'33 FT (10.1 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3922'4.5 FT (1.4 M) SOUTH OF CARSONITE WITNESS POST
 AJ3922'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3922'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3924 ***********************************************************************
 AJ3924  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3924  DESIGNATION -  3KR2
 AJ3924  PID         -  AJ3924
 AJ3924  STATE/COUNTY-  AZ/MARICOPA
 AJ3924  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3924
 AJ3924                         *CURRENT SURVEY CONTROL
 AJ3924  ___________________________________________________________________
 AJ3924* NAD 83(2007)-  32 56 52.51797(N)    113 10 31.13147(W)     ADJUSTED  
 AJ3924* NAVD 88     -       204.63   (meters)     671.4    (feet)  GPS OBS   
 AJ3924  ___________________________________________________________________
 AJ3924  EPOCH DATE  -        2007.00
 AJ3924  X           -  -2,108,525.623 (meters)                     COMP
 AJ3924  Y           -  -4,925,418.550 (meters)                     COMP
 AJ3924  Z           -   3,449,207.350 (meters)                     COMP
 AJ3924  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AJ3924  ELLIP HEIGHT-         172.914 (meters)          (02/10/07) ADJUSTED
 AJ3924  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AJ3924
 AJ3924  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3924  Type    PID    Designation                      North   East  Ellip
 AJ3924  -------------------------------------------------------------------
 AJ3924  NETWORK AJ3924 3KR2                              0.84   0.74   1.20
 AJ3924  -------------------------------------------------------------------
 AJ3924
 AJ3924.The horizontal coordinates were established by GPS observations
 AJ3924.and adjusted by the National Geodetic Survey in February 2007.
 AJ3924
 AJ3924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3924.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3924.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3924.The epoch date for horizontal control is a decimal equivalence
 AJ3924.of Year/Month/Day.
 AJ3924
 AJ3924.The orthometric height was determined by GPS observations and a
 AJ3924.high-resolution geoid model.
 AJ3924.The orthometric height was determined by GPS observations and a
 AJ3924.high-resolution geoid model using precise GPS observation and
 AJ3924.processing techniques.
 AJ3924
 AJ3924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3924
 AJ3924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3924
 AJ3924.The ellipsoidal height was determined by GPS observations
 AJ3924.and is referenced to NAD 83.
 AJ3924
 AJ3924.The geoid height was determined by GEOID03.
 AJ3924
 AJ3924;                    North         East     Units Scale Factor Converg.
 AJ3924;SPC AZ C     -   216,679.526    95,674.151   MT  1.00007072   -0 41 04.7
 AJ3924;SPC AZ C     -   710,890.83    313,891.57   iFT  1.00007072   -0 41 04.7
 AJ3924;UTM  12      - 3,647,613.643   296,651.795   MT  1.00010988   -1 11 00.6
 AJ3924
 AJ3924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3924!SPC AZ C     -   0.99997285  x   1.00007072  =   1.00004357
 AJ3924!UTM  12      -   0.99997285  x   1.00010988  =   1.00008273
 AJ3924
 AJ3924                          SUPERSEDED SURVEY CONTROL
 AJ3924
 AJ3924  NAD 83(1992)-  32 56 52.51706(N)    113 10 31.13134(W) AD(       ) B
 AJ3924  ELLIP H (04/12/01)  172.949  (m)                       GP(       ) 3 2
 AJ3924
 AJ3924.Superseded values are not recommended for survey control.
 AJ3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3924.See file dsdata.txt to determine how the superseded data were derived.
 AJ3924
 AJ3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9665247614(NAD 83)
 AJ3924_MARKER: I = METAL ROD
 AJ3924_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3924_STAMPING: 3KR2 12-1999
 AJ3924_MARK LOGO: MCDOT 
 AJ3924_PROJECTION: FLUSH
 AJ3924_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3924+STABILITY: POSITION/ELEVATION WELL
 AJ3924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3924+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3924_ROD/PIPE-DEPTH:  3.4 meters
 AJ3924_SLEEVE-DEPTH  :  0.8 meters
 AJ3924
 AJ3924  HISTORY     - Date     Condition        Report By
 AJ3924  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3924
 AJ3924                          STATION DESCRIPTION
 AJ3924
 AJ3924'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3924'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF THE
 AJ3924'TOWN OF SENTINEL, TOWNSHIP 05 SOUTH, RANGE 09 WEST, SECTION 34
 AJ3924'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3924'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3924'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 1.4 MI (2.3 KM)
 AJ3924'TO OATMAN ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (EAST) , THENCE TURN
 AJ3924'RIGHT (EAST) ON TO OATMAN ROAD AND DRIVE 0.8 MI (1.3 KM) TO A BEND IN
 AJ3924'OATMAN ROAD TO THE LEFT (NORTHEAST) (32 52 34N, 113 12 21W) , THENCE
 AJ3924'TURN LEFT (NORTHEAST) AND CONTINUE ON OATMAN ROAD FOR 5.4 MI (8.7 KM)
 AJ3924'TO THE STATION ON YOUR LEFT
 AJ3924'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3924'COMPRESSED ON A 11.0 FT (3.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3924'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3924'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KR2 12-1999, SURROUNDED WITH
 AJ3924'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3924'CARSONITE MARKER
 AJ3924'STATION TIES
 AJ3924'97 FT (29.6 M) WEST OF CENTERLINE OF OATMAN ROAD
 AJ3924'5.0 FT (1.5 M) EAST OF CARSONITE WITNESS POST
 AJ3924'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3924'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3965 ***********************************************************************
 AJ3965  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3965  DESIGNATION -  3KS2
 AJ3965  PID         -  AJ3965
 AJ3965  STATE/COUNTY-  AZ/MARICOPA
 AJ3965  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3965
 AJ3965                         *CURRENT SURVEY CONTROL
 AJ3965  ___________________________________________________________________
 AJ3965* NAD 83(2007)-  32 56 05.32546(N)    113 14 01.11169(W)     ADJUSTED  
 AJ3965* NAVD 88     -       182.39   (meters)     598.4    (feet)  GPS OBS   
 AJ3965  ___________________________________________________________________
 AJ3965  EPOCH DATE  -        2007.00
 AJ3965  X           -  -2,113,843.149 (meters)                     COMP
 AJ3965  Y           -  -4,923,978.746 (meters)                     COMP
 AJ3965  Z           -   3,447,975.077 (meters)                     COMP
 AJ3965  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AJ3965  ELLIP HEIGHT-         150.584 (meters)          (02/10/07) ADJUSTED
 AJ3965  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AJ3965
 AJ3965  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3965  Type    PID    Designation                      North   East  Ellip
 AJ3965  -------------------------------------------------------------------
 AJ3965  NETWORK AJ3965 3KS2                              0.78   0.71   1.12
 AJ3965  -------------------------------------------------------------------
 AJ3965
 AJ3965.The horizontal coordinates were established by GPS observations
 AJ3965.and adjusted by the National Geodetic Survey in February 2007.
 AJ3965
 AJ3965.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3965.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3965.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3965.The epoch date for horizontal control is a decimal equivalence
 AJ3965.of Year/Month/Day.
 AJ3965
 AJ3965.The orthometric height was determined by GPS observations and a
 AJ3965.high-resolution geoid model.
 AJ3965.The orthometric height was determined by GPS observations and a
 AJ3965.high-resolution geoid model using precise GPS observation and
 AJ3965.processing techniques.
 AJ3965
 AJ3965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3965
 AJ3965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3965
 AJ3965.The ellipsoidal height was determined by GPS observations
 AJ3965.and is referenced to NAD 83.
 AJ3965
 AJ3965.The geoid height was determined by GEOID03.
 AJ3965
 AJ3965;                    North         East     Units Scale Factor Converg.
 AJ3965;SPC AZ C     -   215,292.362    90,201.830   MT  1.00008697   -0 42 58.0
 AJ3965;SPC AZ C     -   706,339.77    295,937.76   iFT  1.00008697   -0 42 58.0
 AJ3965;UTM  12      - 3,646,274.112   291,167.359   MT  1.00013776   -1 12 53.4
 AJ3965
 AJ3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3965!SPC AZ C     -   0.99997636  x   1.00008697  =   1.00006333
 AJ3965!UTM  12      -   0.99997636  x   1.00013776  =   1.00011412
 AJ3965
 AJ3965                          SUPERSEDED SURVEY CONTROL
 AJ3965
 AJ3965  NAD 83(1992)-  32 56 05.32454(N)    113 14 01.11155(W) AD(       ) B
 AJ3965  ELLIP H (04/12/01)  150.618  (m)                       GP(       ) 3 2
 AJ3965
 AJ3965.Superseded values are not recommended for survey control.
 AJ3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3965.See file dsdata.txt to determine how the superseded data were derived.
 AJ3965
 AJ3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9116746274(NAD 83)
 AJ3965_MARKER: I = METAL ROD
 AJ3965_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3965+WITH SETTING: INFORMATION.
 AJ3965_STAMPING: 3KS2 12-1999
 AJ3965_MARK LOGO: MCDOT 
 AJ3965_PROJECTION: FLUSH
 AJ3965_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3965+STABILITY: POSITION/ELEVATION WELL
 AJ3965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3965+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3965_ROD/PIPE-DEPTH:  1.8 meters
 AJ3965_SLEEVE-DEPTH  :  0.8 meters
 AJ3965
 AJ3965  HISTORY     - Date     Condition        Report By
 AJ3965  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3965
 AJ3965                          STATION DESCRIPTION
 AJ3965
 AJ3965'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3965'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH-NORTHWEST OF THE
 AJ3965'TOWN OF SENTINEL, TOWNSHIP 06 SOUTH, RANGE 10 WEST, SECTION 1
 AJ3965'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3965'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3965'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 6.9 MI (11.1 KM)
 AJ3965'TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (EAST) (LAT 32 55 39N, LONG113
 AJ3965'17 37W) , THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE
 AJ3965'SOUTHEASTERLY FOR 1.0 MI (1.6 KM) TO A Y IN THE ROAD, THENCE VEER LEFT
 AJ3965'AND CONTINUE EASTERLY ON DIRT ROAD FOR 2.8 MI (4.5 KM) TO THE STATION
 AJ3965'ON YOUR LEFT
 AJ3965'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3965'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3965'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3965'WITH A COUNTY LOGO ACCESS COVER STAMPED 3KS2 12-1999, SURROUNDED WITH
 AJ3965'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3965'CARSONITE MARKER
 AJ3965'STATION TIES
 AJ3965'83 FT (25.3 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3965'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3965'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3926 ***********************************************************************
 AJ3926  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3926  DESIGNATION -  3KU2
 AJ3926  PID         -  AJ3926
 AJ3926  STATE/COUNTY-  AZ/MARICOPA
 AJ3926  USGS QUAD   -  AGUA CALIENTE (1982)
 AJ3926
 AJ3926                         *CURRENT SURVEY CONTROL
 AJ3926  ___________________________________________________________________
 AJ3926* NAD 83(2007)-  32 56 31.40616(N)    113 18 50.70067(W)     ADJUSTED  
 AJ3926* NAVD 88     -       134.81   (meters)     442.3    (feet)  GPS OBS   
 AJ3926  ___________________________________________________________________
 AJ3926  EPOCH DATE  -        2007.00
 AJ3926  X           -  -2,120,565.422 (meters)                     COMP
 AJ3926  Y           -  -4,920,568.164 (meters)                     COMP
 AJ3926  Z           -   3,448,623.461 (meters)                     COMP
 AJ3926  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AJ3926  ELLIP HEIGHT-         102.890 (meters)          (02/10/07) ADJUSTED
 AJ3926  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AJ3926
 AJ3926  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3926  Type    PID    Designation                      North   East  Ellip
 AJ3926  -------------------------------------------------------------------
 AJ3926  NETWORK AJ3926 3KU2                              0.63   0.57   1.00
 AJ3926  -------------------------------------------------------------------
 AJ3926
 AJ3926.The horizontal coordinates were established by GPS observations
 AJ3926.and adjusted by the National Geodetic Survey in February 2007.
 AJ3926
 AJ3926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3926.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3926.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3926.The epoch date for horizontal control is a decimal equivalence
 AJ3926.of Year/Month/Day.
 AJ3926
 AJ3926.The orthometric height was determined by GPS observations and a
 AJ3926.high-resolution geoid model.
 AJ3926.The orthometric height was determined by GPS observations and a
 AJ3926.high-resolution geoid model using precise GPS observation and
 AJ3926.processing techniques.
 AJ3926
 AJ3926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3926
 AJ3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3926
 AJ3926.The ellipsoidal height was determined by GPS observations
 AJ3926.and is referenced to NAD 83.
 AJ3926
 AJ3926.The geoid height was determined by GEOID03.
 AJ3926
 AJ3926;                    North         East     Units Scale Factor Converg.
 AJ3926;SPC AZ C     -   216,192.741    82,689.341   MT  1.00011047   -0 45 36.0
 AJ3926;SPC AZ C     -   709,293.77    271,290.49   iFT  1.00011047   -0 45 36.0
 AJ3926;UTM  12      - 3,647,239.913   283,662.552   MT  1.00017711   -1 15 31.9
 AJ3926
 AJ3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3926!SPC AZ C     -   0.99998385  x   1.00011047  =   1.00009431
 AJ3926!UTM  12      -   0.99998385  x   1.00017711  =   1.00016095
 AJ3926
 AJ3926                          SUPERSEDED SURVEY CONTROL
 AJ3926
 AJ3926  NAD 83(1992)-  32 56 31.40521(N)    113 18 50.70070(W) AD(       ) B
 AJ3926  ELLIP H (04/12/01)  102.923  (m)                       GP(       ) 3 2
 AJ3926
 AJ3926.Superseded values are not recommended for survey control.
 AJ3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3926.See file dsdata.txt to determine how the superseded data were derived.
 AJ3926
 AJ3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8366347240(NAD 83)
 AJ3926_MARKER: I = METAL ROD
 AJ3926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3926_STAMPING: 3KU2 12-1999
 AJ3926_MARK LOGO: MCDOT 
 AJ3926_PROJECTION: FLUSH
 AJ3926_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3926+STABILITY: POSITION/ELEVATION WELL
 AJ3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3926+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3926_ROD/PIPE-DEPTH: 19.5 meters
 AJ3926_SLEEVE-DEPTH  :  0.8 meters
 AJ3926
 AJ3926  HISTORY     - Date     Condition        Report By
 AJ3926  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3926
 AJ3926                          STATION DESCRIPTION
 AJ3926
 AJ3926'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3926'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF THE TOWN OF
 AJ3926'SENTINEL, TOWNSHIP 06 SOUTH, RANGE 10 WEST, SECTION 5
 AJ3926'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3926'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3926'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 8.2 MI (13.2 KM)
 AJ3926'TO A CATTLE GUARD AND AN UNMARKED GRADED DIRT ROAD ON YOUR LEFT (WEST)
 AJ3926', THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO
 AJ3926'THE STATION ON YOUR LEFT (BARBED WIRE FENCE RUNS ALONG THE SOUTH SIDE
 AJ3926'OF DIRT ROAD) , PARK AT THIS LOCATION, CROSS BARBED WIRE FENCE AND
 AJ3926'WALK SOUTH 115 FT (35.1 M) TO STATION AS DESCRIBED
 AJ3926'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3926'COMPRESSED ON A 64.0 FT (19.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3926'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3926'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3KU2 12-1999,
 AJ3926'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3926'A WHITE CARSONITE MARKER
 AJ3926'STATION TIES
 AJ3926'115 FT (35.1 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3926'90 FT (27.4 M) SOUTH OF BARBED WIRE FENCE
 AJ3926'67 FT (20.4 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3926'55 FT (16.8 M) EAST OF BARBED WIRE FENCE
 AJ3926'3.7 FT (1.1 M) NORTH OF CARSONITE WITNESS POST
 AJ3926'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3926'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3796 ***********************************************************************
 AJ3796  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3796  DESIGNATION -  3LB3
 AJ3796  PID         -  AJ3796
 AJ3796  STATE/COUNTY-  AZ/MARICOPA
 AJ3796  USGS QUAD   -  CONLEY WELL (1979)
 AJ3796
 AJ3796                         *CURRENT SURVEY CONTROL
 AJ3796  ___________________________________________________________________
 AJ3796* NAD 83(2007)-  32 53 12.93454(N)    112 21 31.72056(W)     ADJUSTED  
 AJ3796* NAVD 88     -       589.76   (meters)    1934.9    (feet)  GPS OBS   
 AJ3796  ___________________________________________________________________
 AJ3796  EPOCH DATE  -        2007.00
 AJ3796  X           -  -2,039,645.214 (meters)                     COMP
 AJ3796  Y           -  -4,958,665.038 (meters)                     COMP
 AJ3796  Z           -   3,443,738.351 (meters)                     COMP
 AJ3796  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AJ3796  ELLIP HEIGHT-         559.127 (meters)          (02/10/07) ADJUSTED
 AJ3796  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AJ3796
 AJ3796  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3796  Type    PID    Designation                      North   East  Ellip
 AJ3796  -------------------------------------------------------------------
 AJ3796  NETWORK AJ3796 3LB3                              0.71   0.67   1.12
 AJ3796  -------------------------------------------------------------------
 AJ3796
 AJ3796.The horizontal coordinates were established by GPS observations
 AJ3796.and adjusted by the National Geodetic Survey in February 2007.
 AJ3796
 AJ3796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3796.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3796.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3796.The epoch date for horizontal control is a decimal equivalence
 AJ3796.of Year/Month/Day.
 AJ3796
 AJ3796.The orthometric height was determined by GPS observations and a
 AJ3796.high-resolution geoid model.
 AJ3796.The orthometric height was determined by GPS observations and a
 AJ3796.high-resolution geoid model using precise GPS observation and
 AJ3796.processing techniques.
 AJ3796
 AJ3796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3796
 AJ3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3796
 AJ3796.The ellipsoidal height was determined by GPS observations
 AJ3796.and is referenced to NAD 83.
 AJ3796
 AJ3796.The geoid height was determined by GEOID03.
 AJ3796
 AJ3796;                    North         East     Units Scale Factor Converg.
 AJ3796;SPC AZ C     -   209,299.199   171,991.508   MT  0.99992109   -0 14 24.3
 AJ3796;SPC AZ C     -   686,677.16    564,276.60   iFT  0.99992109   -0 14 24.3
 AJ3796;UTM  12      - 3,639,570.141   372,898.919   MT  0.99979919   -0 44 16.5
 AJ3796
 AJ3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3796!SPC AZ C     -   0.99991222  x   0.99992109  =   0.99983332
 AJ3796!UTM  12      -   0.99991222  x   0.99979919  =   0.99971143
 AJ3796
 AJ3796                          SUPERSEDED SURVEY CONTROL
 AJ3796
 AJ3796  NAD 83(1992)-  32 53 12.93338(N)    112 21 31.72013(W) AD(       ) B
 AJ3796  ELLIP H (04/12/01)  559.167  (m)                       GP(       ) 3 2
 AJ3796
 AJ3796.Superseded values are not recommended for survey control.
 AJ3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3796.See file dsdata.txt to determine how the superseded data were derived.
 AJ3796
 AJ3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7289939570(NAD 83)
 AJ3796_MARKER: I = METAL ROD
 AJ3796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3796_STAMPING: 3LB3 1/2/00
 AJ3796_MARK LOGO: MCDOT 
 AJ3796_PROJECTION: FLUSH
 AJ3796_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3796+STABILITY: POSITION/ELEVATION WELL
 AJ3796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3796+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3796_ROD/PIPE-DEPTH:  3.0 meters
 AJ3796_SLEEVE-DEPTH  :  0.8 meters
 AJ3796
 AJ3796  HISTORY     - Date     Condition        Report By
 AJ3796  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3796
 AJ3796                          STATION DESCRIPTION
 AJ3796
 AJ3796'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3796'THE STATION IS LOCATED APPROXIMATELY 42 MI (67.6 KM) SOUTHWEST OF THE
 AJ3796'CITY OF PHOENIX, 21 MI (33.8 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3796'BEND, TOWNSHIP 6 SOUTH, RANGE 1 WEST
 AJ3796'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3796'TO REACH THE STATION FROM INTERSTATE 8 IN THE TOWN OF CASA GRANDE,
 AJ3796'DRIVE WEST ON INTERSTATE 8 TO MILE POST 137, THENCE CONTINUE WEST ON
 AJ3796'INTERSTATE 8 FOR 0.7 MI (1.1 KM) TO A DIRT ROAD ON THE RIGHT (NORTH)
 AJ3796'SIDE OF THE INTERSTATE, THENCE TURN RIGHT (NORTH) ONTO THE DIRT ROAD
 AJ3796'AND PASS THROUGH A GATE IN THE RIGHT-OF-WAY FENCE, THENCE FOLLOW THE
 AJ3796'ROAD NORTH THEN WEST FOR 0.4 MI (0.6 KM) TO A POINT WHERE THE ROAD
 AJ3796'TURNS TO THE LEFT (NORTH) AGAIN, THENCE CONTINUE NORTH FOR 1.0 MI (1.6
 AJ3796'KM) TO A WASH, THENCE CONTINUE NORTHERLY, PASSING THROUGH THE WASH,
 AJ3796'FOR 1.8 MI (2.9 KM) TO ANOTHER WASH, THENCE CONTINUE NORTHERLY,
 AJ3796'PASSING THROUGH THE WASH FOR 0.2 MI (0.3 KM) TO A FENCE WITH A LOCKED
 AJ3796'GATE AND THE STATION ON THE LEFT (WEST) SIDE OF THE ROAD, BIG HORN
 AJ3796'RESERVOIR IS TO THE WEST OF THE STATION
 AJ3796'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A HOLE PUNCH IN THE TOP
 AJ3796'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0 M) STAINLESS
 AJ3796'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3796'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3796'STAMPED 3LB3 1/2/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3796'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3796'STATION TIES
 AJ3796'THE STATION IS 30 FT (9.1 M) EAST OF THE TOE OF A BERM
 AJ3796'20 FT (6.1 M) SOUTH OF THE FENCE LINE
 AJ3796'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3796'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3795 ***********************************************************************
 AJ3795  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3795  DESIGNATION -  3LD2
 AJ3795  PID         -  AJ3795
 AJ3795  STATE/COUNTY-  AZ/MARICOPA
 AJ3795  USGS QUAD   -  ESTRELLA (1979)
 AJ3795
 AJ3795                         *CURRENT SURVEY CONTROL
 AJ3795  ___________________________________________________________________
 AJ3795* NAD 83(2007)-  32 53 02.13473(N)    112 27 48.76219(W)     ADJUSTED  
 AJ3795* NAVD 88     -       454.60   (meters)    1491.5    (feet)  GPS OBS   
 AJ3795  ___________________________________________________________________
 AJ3795  EPOCH DATE  -        2007.00
 AJ3795  X           -  -2,048,731.587 (meters)                     COMP
 AJ3795  Y           -  -4,954,990.293 (meters)                     COMP
 AJ3795  Z           -   3,443,385.446 (meters)                     COMP
 AJ3795  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AJ3795  ELLIP HEIGHT-         423.768 (meters)          (02/10/07) ADJUSTED
 AJ3795  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AJ3795
 AJ3795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3795  Type    PID    Designation                      North   East  Ellip
 AJ3795  -------------------------------------------------------------------
 AJ3795  NETWORK AJ3795 3LD2                              0.69   0.69   1.12
 AJ3795  -------------------------------------------------------------------
 AJ3795
 AJ3795.The horizontal coordinates were established by GPS observations
 AJ3795.and adjusted by the National Geodetic Survey in February 2007.
 AJ3795
 AJ3795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3795.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3795.The epoch date for horizontal control is a decimal equivalence
 AJ3795.of Year/Month/Day.
 AJ3795
 AJ3795.The orthometric height was determined by GPS observations and a
 AJ3795.high-resolution geoid model.
 AJ3795.The orthometric height was determined by GPS observations and a
 AJ3795.high-resolution geoid model using precise GPS observation and
 AJ3795.processing techniques.
 AJ3795
 AJ3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3795
 AJ3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3795
 AJ3795.The ellipsoidal height was determined by GPS observations
 AJ3795.and is referenced to NAD 83.
 AJ3795
 AJ3795.The geoid height was determined by GEOID03.
 AJ3795
 AJ3795;                    North         East     Units Scale Factor Converg.
 AJ3795;SPC AZ C     -   209,012.450   162,190.437   MT  0.99993227   -0 17 48.9
 AJ3795;SPC AZ C     -   685,736.38    532,120.86   iFT  0.99993227   -0 17 48.9
 AJ3795;UTM  12      - 3,639,368.581   363,096.821   MT  0.99983110   -0 47 41.1
 AJ3795
 AJ3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3795!SPC AZ C     -   0.99993347  x   0.99993227  =   0.99986575
 AJ3795!UTM  12      -   0.99993347  x   0.99983110  =   0.99976458
 AJ3795
 AJ3795                          SUPERSEDED SURVEY CONTROL
 AJ3795
 AJ3795  NAD 83(1992)-  32 53 02.13386(N)    112 27 48.76186(W) AD(       ) B
 AJ3795  ELLIP H (04/12/01)  423.800  (m)                       GP(       ) 3 2
 AJ3795
 AJ3795.Superseded values are not recommended for survey control.
 AJ3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3795.See file dsdata.txt to determine how the superseded data were derived.
 AJ3795
 AJ3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6309739369(NAD 83)
 AJ3795_MARKER: I = METAL ROD
 AJ3795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3795+WITH SETTING: INFORMATION.
 AJ3795_STAMPING: 3LD2 1/00
 AJ3795_MARK LOGO: MCDOT 
 AJ3795_PROJECTION: FLUSH
 AJ3795_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3795+STABILITY: POSITION/ELEVATION WELL
 AJ3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3795+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3795_ROD/PIPE-DEPTH:  2.4 meters
 AJ3795_SLEEVE-DEPTH  :  0.8 meters
 AJ3795
 AJ3795  HISTORY     - Date     Condition        Report By
 AJ3795  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3795
 AJ3795                          STATION DESCRIPTION
 AJ3795
 AJ3795'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3795'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3795'CITY OF PHOENIX, 15 MI (24.1 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3795'BEND, TOWNSHIP 6 SOUTH, RANGE 2 WEST
 AJ3795'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3795'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 84 AND
 AJ3795'INTERSTATE 8, DRIVE WEST ON INTERSTATE 8 TO MILE POST 132 AND THE
 AJ3795'STATION ON THE RIGHT (NORTH) SIDE OF THE WESTBOUND LANES OF INTERSTATE
 AJ3795'8
 AJ3795'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A HOLE PUNCH IN THE TOP
 AJ3795'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) STAINLESS
 AJ3795'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3795'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3795'STAMPED 3LD2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3795'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3795'STATION TIES
 AJ3795'THE STATION IS 50 FT (15.2 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AJ3795'THE WESTBOUND LANE OF INTERSTATE 8, JUST SOUTH OF THE RIGHT-OF-WAY
 AJ3795'FENCE
 AJ3795'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3795'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3761 ***********************************************************************
 AJ3761  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3761  DESIGNATION -  3LE1
 AJ3761  PID         -  AJ3761
 AJ3761  STATE/COUNTY-  AZ/MARICOPA
 AJ3761  USGS QUAD   -  BOSQUE (1973)
 AJ3761
 AJ3761                         *CURRENT SURVEY CONTROL
 AJ3761  ___________________________________________________________________
 AJ3761* NAD 83(2007)-  32 54 22.17281(N)    112 31 49.79024(W)     ADJUSTED  
 AJ3761* NAVD 88     -       388.90   (meters)    1275.9    (feet)  GPS OBS   
 AJ3761  ___________________________________________________________________
 AJ3761  EPOCH DATE  -        2007.00
 AJ3761  X           -  -2,053,985.936 (meters)                     COMP
 AJ3761  Y           -  -4,951,304.822 (meters)                     COMP
 AJ3761  Z           -   3,445,420.145 (meters)                     COMP
 AJ3761  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 AJ3761  ELLIP HEIGHT-         357.897 (meters)          (02/10/07) ADJUSTED
 AJ3761  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3761
 AJ3761  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3761  Type    PID    Designation                      North   East  Ellip
 AJ3761  -------------------------------------------------------------------
 AJ3761  NETWORK AJ3761 3LE1                              0.61   0.57   1.06
 AJ3761  -------------------------------------------------------------------
 AJ3761
 AJ3761.The horizontal coordinates were established by GPS observations
 AJ3761.and adjusted by the National Geodetic Survey in February 2007.
 AJ3761
 AJ3761.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3761.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3761.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3761.The epoch date for horizontal control is a decimal equivalence
 AJ3761.of Year/Month/Day.
 AJ3761
 AJ3761.The orthometric height was determined by GPS observations and a
 AJ3761.high-resolution geoid model.
 AJ3761.The orthometric height was determined by GPS observations and a
 AJ3761.high-resolution geoid model using precise GPS observation and
 AJ3761.processing techniques.
 AJ3761
 AJ3761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3761
 AJ3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3761
 AJ3761.The ellipsoidal height was determined by GPS observations
 AJ3761.and is referenced to NAD 83.
 AJ3761
 AJ3761.The geoid height was determined by GEOID03.
 AJ3761
 AJ3761;                    North         East     Units Scale Factor Converg.
 AJ3761;SPC AZ C     -   211,512.390   155,940.195   MT  0.99994064   -0 20 00.5
 AJ3761;SPC AZ C     -   693,938.29    511,614.81   iFT  0.99994064   -0 20 00.5
 AJ3761;UTM  12      - 3,641,922.506   356,869.131   MT  0.99985260   -0 49 53.8
 AJ3761
 AJ3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3761!SPC AZ C     -   0.99994381  x   0.99994064  =   0.99988446
 AJ3761!UTM  12      -   0.99994381  x   0.99985260  =   0.99979642
 AJ3761
 AJ3761                          SUPERSEDED SURVEY CONTROL
 AJ3761
 AJ3761  NAD 83(1992)-  32 54 22.17191(N)    112 31 49.78996(W) AD(       ) B
 AJ3761  ELLIP H (04/12/01)  357.931  (m)                       GP(       ) 3 2
 AJ3761
 AJ3761.Superseded values are not recommended for survey control.
 AJ3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3761.See file dsdata.txt to determine how the superseded data were derived.
 AJ3761
 AJ3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5686941923(NAD 83)
 AJ3761_MARKER: I = METAL ROD
 AJ3761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3761_STAMPING: 3LE1 2000
 AJ3761_MARK LOGO: MCDOT 
 AJ3761_PROJECTION: FLUSH
 AJ3761_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3761+STABILITY: POSITION/ELEVATION WELL
 AJ3761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3761+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AJ3761_ROD/PIPE-DEPTH:  6.7 meters
 AJ3761_SLEEVE-DEPTH  :  0.8 meters
 AJ3761
 AJ3761  HISTORY     - Date     Condition        Report By
 AJ3761  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3761  HISTORY     - 20080418 GOOD             GEOCAC
 AJ3761
 AJ3761                          STATION DESCRIPTION
 AJ3761
 AJ3761'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3761'THE STATION IS LOCATED APPROXIMATELY 45 MI (72.4 KM) SOUTHWEST OF THE
 AJ3761'CITY OF PHOENIX, 11 MI (17.7 KM) EAST OF THE TOWN OF GILA BEND,
 AJ3761'TOWNSHIP 6 SOUTH, RANGE 3 WEST, SECTION 14
 AJ3761'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3761'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3761'AND INTERSTATE 8 BUSINESS LOOP IN GILA BEND, DRIVE EAST ON INTERSTATE
 AJ3761'8 FOR 8.0 MI (12.9 KM) TO MILE POST 127, THENCE CONTINUE EAST ON
 AJ3761'INTERSTATE 8 FOR 0.8 MI (1.3 KM) TO A GRAVEL CROSSOVER ROAD BETWEEN
 AJ3761'THE EASTBOUND AND WESTBOUND LANES OF INTERSTATE 8, THENCE TURN LEFT
 AJ3761'(NORTH) ONTO THE CROSSOVER ROAD AND DRIVE ACROSS THE WESTBOUND LANES
 AJ3761'TO THE RIGHT-OF-WAY FENCE AND THE STATION ON THE LEFT (WEST) SIDE OF
 AJ3761'THE ROAD, NORTH OF THE WESTBOUND LANES OF INTERSTATE 8
 AJ3761'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3761'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 22 FOOT (6.7 M) STAINLESS
 AJ3761'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3761'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3761'STAMPED 3LE1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3761'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3761'STATION TIES
 AJ3761'THE STATION IS 150 FT (45.7 M) NORTH OF THE CENTERLINE OF INTERSTATE 8
 AJ3761'60 FT (18.3 M) WEST OF THE CENTERLINE OF THE CROSSOVER ROAD
 AJ3761'5 FT (1.5 M) SOUTH OF THE RIGHT-OF-WAY FENCE
 AJ3761'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3761'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3761
 AJ3761                          STATION RECOVERY (2008)
 AJ3761
 AJ3761'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 AJ3761'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3761'THE DESCRIPTION - THE MARK IS 5 FEET SOUTH OF A WHITE CARSONITE
 AJ3761'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3760 ***********************************************************************
 AJ3760  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3760  DESIGNATION -  3LF1
 AJ3760  PID         -  AJ3760
 AJ3760  STATE/COUNTY-  AZ/MARICOPA
 AJ3760  USGS QUAD   -  BOSQUE (1973)
 AJ3760
 AJ3760                         *CURRENT SURVEY CONTROL
 AJ3760  ___________________________________________________________________
 AJ3760* NAD 83(2007)-  32 54 29.40148(N)    112 35 42.27318(W)     ADJUSTED  
 AJ3760* NAVD 88     -       326.20   (meters)    1070.2    (feet)  GPS OBS   
 AJ3760  ___________________________________________________________________
 AJ3760  EPOCH DATE  -        2007.00
 AJ3760  X           -  -2,059,498.527 (meters)                     COMP
 AJ3760  Y           -  -4,948,826.182 (meters)                     COMP
 AJ3760  Z           -   3,445,572.960 (meters)                     COMP
 AJ3760  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 AJ3760  ELLIP HEIGHT-         295.032 (meters)          (02/10/07) ADJUSTED
 AJ3760  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AJ3760
 AJ3760  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3760  Type    PID    Designation                      North   East  Ellip
 AJ3760  -------------------------------------------------------------------
 AJ3760  NETWORK AJ3760 3LF1                              0.71   0.63   1.25
 AJ3760  -------------------------------------------------------------------
 AJ3760
 AJ3760.The horizontal coordinates were established by GPS observations
 AJ3760.and adjusted by the National Geodetic Survey in February 2007.
 AJ3760
 AJ3760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3760.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3760.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3760.The epoch date for horizontal control is a decimal equivalence
 AJ3760.of Year/Month/Day.
 AJ3760
 AJ3760.The orthometric height was determined by GPS observations and a
 AJ3760.high-resolution geoid model.
 AJ3760.The orthometric height was determined by GPS observations and a
 AJ3760.high-resolution geoid model using precise GPS observation and
 AJ3760.processing techniques.
 AJ3760
 AJ3760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3760
 AJ3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3760
 AJ3760.The ellipsoidal height was determined by GPS observations
 AJ3760.and is referenced to NAD 83.
 AJ3760
 AJ3760.The geoid height was determined by GEOID03.
 AJ3760
 AJ3760;                    North         East     Units Scale Factor Converg.
 AJ3760;SPC AZ C     -   211,772.074   149,900.615   MT  0.99994964   -0 22 06.9
 AJ3760;SPC AZ C     -   694,790.27    491,799.92   iFT  0.99994964   -0 22 06.9
 AJ3760;UTM  12      - 3,642,234.664   350,832.530   MT  0.99987436   -0 52 00.3
 AJ3760
 AJ3760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3760!SPC AZ C     -   0.99995368  x   0.99994964  =   0.99990332
 AJ3760!UTM  12      -   0.99995368  x   0.99987436  =   0.99982805
 AJ3760
 AJ3760                          SUPERSEDED SURVEY CONTROL
 AJ3760
 AJ3760  NAD 83(1992)-  32 54 29.40053(N)    112 35 42.27294(W) AD(       ) B
 AJ3760  ELLIP H (04/12/01)  295.067  (m)                       GP(       ) 3 2
 AJ3760
 AJ3760.Superseded values are not recommended for survey control.
 AJ3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3760.See file dsdata.txt to determine how the superseded data were derived.
 AJ3760
 AJ3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5083342235(NAD 83)
 AJ3760_MARKER: I = METAL ROD
 AJ3760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3760_STAMPING: 3LF1 2000
 AJ3760_MARK LOGO: MCDOT 
 AJ3760_PROJECTION: FLUSH
 AJ3760_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3760+STABILITY: POSITION/ELEVATION WELL
 AJ3760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3760+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3760_ROD/PIPE-DEPTH:  5.5 meters
 AJ3760_SLEEVE-DEPTH  :  0.8 meters
 AJ3760
 AJ3760  HISTORY     - Date     Condition        Report By
 AJ3760  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3760
 AJ3760                          STATION DESCRIPTION
 AJ3760
 AJ3760'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3760'THE STATION IS LOCATED APPROXIMATELY 47.5 MI (76.4 KM) SOUTHWEST OF
 AJ3760'THE CITY OF PHOENIX, 8.0 MI (12.9 KM) EAST SOUTHEAST OF THE TOWN OF
 AJ3760'GILA BEND, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SECTION 17
 AJ3760'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3760'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3760'AND INTERSTATE 8 BUSINESS LOOP EAST OF GILA BEND, DRIVE EAST ON
 AJ3760'INTERSTATE 8 FOR 4.7 MI (7.6 KM) TO MILE POST 124 AND THE STATION ON
 AJ3760'THE RIGHT (SOUTH) SIDE OF THE EASTBOUND LANES OF INTERSTATE 8
 AJ3760'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3760'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 18 FOOT (5.5 M) STAINLESS
 AJ3760'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3760'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3760'STAMPED 3LF1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3760'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3760'STATION TIES
 AJ3760'THE STATION IS 145 FT (44.2 M) SOUTH OF THE SOUTH EDGE OF THE
 AJ3760'EASTBOUND LANES OF INTERSTATE 8
 AJ3760'50 FT (15.2 M) EAST OF THE CENTERLINE OF A DIRT ROAD LEADING TO A GATE
 AJ3760'IN THE RIGHT-OF-WAY FENCE
 AJ3760'5 FT (1.5 M) NORTH OF THE RIGHT-OF-WAY FENCE
 AJ3760'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3760'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3762 ***********************************************************************
 AJ3762  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3762  DESIGNATION -  3LH1
 AJ3762  PID         -  AJ3762
 AJ3762  STATE/COUNTY-  AZ/MARICOPA
 AJ3762  USGS QUAD   -  GILA BEND (1973)
 AJ3762
 AJ3762                         *CURRENT SURVEY CONTROL
 AJ3762  ___________________________________________________________________
 AJ3762* NAD 83(2007)-  32 55 20.09744(N)    112 39 49.47945(W)     ADJUSTED  
 AJ3762* NAVD 88     -       261.20   (meters)     857.0    (feet)  GPS OBS   
 AJ3762  ___________________________________________________________________
 AJ3762  EPOCH DATE  -        2007.00
 AJ3762  X           -  -2,065,080.071 (meters)                     COMP
 AJ3762  Y           -  -4,945,520.715 (meters)                     COMP
 AJ3762  Z           -   3,446,848.670 (meters)                     COMP
 AJ3762  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AJ3762  ELLIP HEIGHT-         229.882 (meters)          (02/10/07) ADJUSTED
 AJ3762  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3762
 AJ3762  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3762  Type    PID    Designation                      North   East  Ellip
 AJ3762  -------------------------------------------------------------------
 AJ3762  NETWORK AJ3762 3LH1                              0.71   0.65   1.23
 AJ3762  -------------------------------------------------------------------
 AJ3762
 AJ3762.The horizontal coordinates were established by GPS observations
 AJ3762.and adjusted by the National Geodetic Survey in February 2007.
 AJ3762
 AJ3762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3762.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3762.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3762.The epoch date for horizontal control is a decimal equivalence
 AJ3762.of Year/Month/Day.
 AJ3762
 AJ3762.The orthometric height was determined by GPS observations and a
 AJ3762.high-resolution geoid model.
 AJ3762.The orthometric height was determined by GPS observations and a
 AJ3762.high-resolution geoid model using precise GPS observation and
 AJ3762.processing techniques.
 AJ3762
 AJ3762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3762
 AJ3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3762
 AJ3762.The ellipsoidal height was determined by GPS observations
 AJ3762.and is referenced to NAD 83.
 AJ3762
 AJ3762.The geoid height was determined by GEOID03.
 AJ3762
 AJ3762;                    North         East     Units Scale Factor Converg.
 AJ3762;SPC AZ C     -   213,377.146   143,488.194   MT  0.99996018   -0 24 21.8
 AJ3762;SPC AZ C     -   700,056.25    470,761.79   iFT  0.99996018   -0 24 21.8
 AJ3762;UTM  12      - 3,643,895.327   344,434.748   MT  0.99989840   -0 54 15.9
 AJ3762
 AJ3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3762!SPC AZ C     -   0.99996391  x   0.99996018  =   0.99992409
 AJ3762!UTM  12      -   0.99996391  x   0.99989840  =   0.99986231
 AJ3762
 AJ3762                          SUPERSEDED SURVEY CONTROL
 AJ3762
 AJ3762  NAD 83(1992)-  32 55 20.09651(N)    112 39 49.47925(W) AD(       ) B
 AJ3762  ELLIP H (04/12/01)  229.917  (m)                       GP(       ) 3 2
 AJ3762
 AJ3762.Superseded values are not recommended for survey control.
 AJ3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3762.See file dsdata.txt to determine how the superseded data were derived.
 AJ3762
 AJ3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4443543895(NAD 83)
 AJ3762_MARKER: I = METAL ROD
 AJ3762_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3762_STAMPING: 3LH1 2000
 AJ3762_MARK LOGO: MCDOT 
 AJ3762_PROJECTION: FLUSH
 AJ3762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3762+STABILITY: POSITION/ELEVATION WELL
 AJ3762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3762+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3762_ROD/PIPE-DEPTH: 17.7 meters
 AJ3762_SLEEVE-DEPTH  :  0.8 meters
 AJ3762
 AJ3762  HISTORY     - Date     Condition        Report By
 AJ3762  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3762
 AJ3762                          STATION DESCRIPTION
 AJ3762
 AJ3762'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3762'THE STATION IS LOCATED APPROXIMATELY 50 MI (80.5 KM) SOUTHWEST OF THE
 AJ3762'CITY OF PHOENIX, 3.7 MI (6.0 KM) SOUTHEAST OF THE TOWN OF GILA BEND,
 AJ3762'TOWNSHIP 6 SOUTH, RANGE 4 WEST, SECTION 10
 AJ3762'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3762'TO REACH THE STATION THE INTERSECTION (EXIT 119) OF INTERSTATE 8 AND
 AJ3762'INTERSTATE 8 BUSINESS LOOP EAST OF GILA BEND, DRIVE SOUTHEAST AND THE
 AJ3762'SOUTH ON THE FRONTAGE ROAD (SOUTH SIDE OF INTERSTATE 8) FOR 0.6 MI
 AJ3762'(1.0 KM) TO THE RIGHT-OF-WAY FENCE AND CATTLE GUARD AND THE STATION ON
 AJ3762'THE LEFT (EAST) SIDE OF THE ROAD
 AJ3762'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3762'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 58 FOOT (17.7 M) STAINLESS
 AJ3762'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3762'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3762'STAMPED 3LH1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3762'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3762'STATION TIES
 AJ3762'THE STATION IS 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE FRONTAGE
 AJ3762'ROAD
 AJ3762'10 FT (3.0 M) NORTH OF THE EAST-WEST SECTION OF THE RIGHT-OF-WAY FENCE
 AJ3762'10 FT (3.0 M) WEST OF THE NORTH-SOUTH SECTION OF THE RIGHT-OF-WAY
 AJ3762'FENCE
 AJ3762'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3762'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3905 ***********************************************************************
 AJ3905  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3905  DESIGNATION -  3LL2
 AJ3905  PID         -  AJ3905
 AJ3905  STATE/COUNTY-  AZ/MARICOPA
 AJ3905  USGS QUAD   -  SMURR (1973)
 AJ3905
 AJ3905                         *CURRENT SURVEY CONTROL
 AJ3905  ___________________________________________________________________
 AJ3905* NAD 83(2007)-  32 53 53.71850(N)    112 52 14.43609(W)     ADJUSTED  
 AJ3905* NAVD 88     -       234.30   (meters)     768.7    (feet)  GPS OBS   
 AJ3905  ___________________________________________________________________
 AJ3905  EPOCH DATE  -        2007.00
 AJ3905  X           -  -2,083,481.183 (meters)                     COMP
 AJ3905  Y           -  -4,939,341.419 (meters)                     COMP
 AJ3905  Z           -   3,444,599.935 (meters)                     COMP
 AJ3905  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AJ3905  ELLIP HEIGHT-         202.877 (meters)          (02/10/07) ADJUSTED
 AJ3905  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AJ3905
 AJ3905  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3905  Type    PID    Designation                      North   East  Ellip
 AJ3905  -------------------------------------------------------------------
 AJ3905  NETWORK AJ3905 3LL2                              0.78   0.69   1.18
 AJ3905  -------------------------------------------------------------------
 AJ3905
 AJ3905.The horizontal coordinates were established by GPS observations
 AJ3905.and adjusted by the National Geodetic Survey in February 2007.
 AJ3905
 AJ3905.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3905.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3905.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3905.The epoch date for horizontal control is a decimal equivalence
 AJ3905.of Year/Month/Day.
 AJ3905
 AJ3905.The orthometric height was determined by GPS observations and a
 AJ3905.high-resolution geoid model.
 AJ3905.The orthometric height was determined by GPS observations and a
 AJ3905.high-resolution geoid model using precise GPS observation and
 AJ3905.processing techniques.
 AJ3905
 AJ3905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3905
 AJ3905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3905
 AJ3905.The ellipsoidal height was determined by GPS observations
 AJ3905.and is referenced to NAD 83.
 AJ3905
 AJ3905.The geoid height was determined by GEOID03.
 AJ3905
 AJ3905;                    North         East     Units Scale Factor Converg.
 AJ3905;SPC AZ C     -   210,872.406   124,109.729   MT  0.99999819   -0 31 05.5
 AJ3905;SPC AZ C     -   691,838.60    407,184.15   iFT  0.99999819   -0 31 05.5
 AJ3905;UTM  12      - 3,641,559.290   325,036.035   MT  0.99997747   -1 00 58.7
 AJ3905
 AJ3905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3905!SPC AZ C     -   0.99996815  x   0.99999819  =   0.99996634
 AJ3905!UTM  12      -   0.99996815  x   0.99997747  =   0.99994562
 AJ3905
 AJ3905                          SUPERSEDED SURVEY CONTROL
 AJ3905
 AJ3905  NAD 83(1992)-  32 53 53.71760(N)    112 52 14.43601(W) AD(       ) B
 AJ3905  ELLIP H (04/12/01)  202.914  (m)                       GP(       ) 3 2
 AJ3905
 AJ3905.Superseded values are not recommended for survey control.
 AJ3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3905.See file dsdata.txt to determine how the superseded data were derived.
 AJ3905
 AJ3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2503641559(NAD 83)
 AJ3905_MARKER: I = METAL ROD
 AJ3905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3905_STAMPING: 3LL2 1999
 AJ3905_MARK LOGO: MCDOT 
 AJ3905_PROJECTION: FLUSH
 AJ3905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3905+STABILITY: POSITION/ELEVATION WELL
 AJ3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3905+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2009
 AJ3905_ROD/PIPE-DEPTH: 12.3 meters
 AJ3905_SLEEVE-DEPTH  :  0.8 meters
 AJ3905
 AJ3905  HISTORY     - Date     Condition        Report By
 AJ3905  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3905  HISTORY     - 20090121 GOOD             PROJEC
 AJ3905
 AJ3905                          STATION DESCRIPTION
 AJ3905
 AJ3905'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3905'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF THE
 AJ3905'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 06 WEST, SECTION 15
 AJ3905'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3905'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3905'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3905'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3905'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3905'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3905'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3905'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3905'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3905'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3905'1.6 MI (2.6 KM) TO THE STATION ON YOUR LEFT
 AJ3905'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3905'COMPRESSED ON A 40.2 FOOT (12.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3905'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3905'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3LL2 1999, SURROUNDED
 AJ3905'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3905'CARSONITE MARKER
 AJ3905'STATION TIES
 AJ3905'59 FT (18.0 M) NORTH OF BARBED WIRE FENCE BEARING EAST-WEST
 AJ3905'33 FT (10.1 M) EAST OF CENTERLINE OF DIRT ROAD
 AJ3905'4.8 FT (1.5 M) WEST OF CARSONITE WITNESS POST
 AJ3905'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3905'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3905
 AJ3905                          STATION RECOVERY (2009)
 AJ3905
 AJ3905'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2009
 AJ3905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3910 ***********************************************************************
 AJ3910  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3910  DESIGNATION -  3LN2
 AJ3910  PID         -  AJ3910
 AJ3910  STATE/COUNTY-  AZ/MARICOPA
 AJ3910  USGS QUAD   -  THEBA (1973)
 AJ3910
 AJ3910                         *CURRENT SURVEY CONTROL
 AJ3910  ___________________________________________________________________
 AJ3910* NAD 83(2007)-  32 54 35.62892(N)    112 58 21.54284(W)     ADJUSTED  
 AJ3910* NAVD 88     -       221.11   (meters)     725.4    (feet)  GPS OBS   
 AJ3910  ___________________________________________________________________
 AJ3910  EPOCH DATE  -        2007.00
 AJ3910  X           -  -2,091,990.745 (meters)                     COMP
 AJ3910  Y           -  -4,934,969.436 (meters)                     COMP
 AJ3910  Z           -   3,445,676.755 (meters)                     COMP
 AJ3910  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AJ3910  ELLIP HEIGHT-         189.619 (meters)          (02/10/07) ADJUSTED
 AJ3910  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AJ3910
 AJ3910  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3910  Type    PID    Designation                      North   East  Ellip
 AJ3910  -------------------------------------------------------------------
 AJ3910  NETWORK AJ3910 3LN2                              0.71   0.61   1.08
 AJ3910  -------------------------------------------------------------------
 AJ3910
 AJ3910.The horizontal coordinates were established by GPS observations
 AJ3910.and adjusted by the National Geodetic Survey in February 2007.
 AJ3910
 AJ3910.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3910.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3910.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3910.The epoch date for horizontal control is a decimal equivalence
 AJ3910.of Year/Month/Day.
 AJ3910
 AJ3910.The orthometric height was determined by GPS observations and a
 AJ3910.high-resolution geoid model.
 AJ3910.The orthometric height was determined by GPS observations and a
 AJ3910.high-resolution geoid model using precise GPS observation and
 AJ3910.processing techniques.
 AJ3910
 AJ3910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3910
 AJ3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3910
 AJ3910.The ellipsoidal height was determined by GPS observations
 AJ3910.and is referenced to NAD 83.
 AJ3910
 AJ3910.The geoid height was determined by GEOID03.
 AJ3910
 AJ3910;                    North         East     Units Scale Factor Converg.
 AJ3910;SPC AZ C     -   212,254.375   114,582.273   MT  1.00002027   -0 34 25.6
 AJ3910;SPC AZ C     -   696,372.62    375,926.09   iFT  1.00002027   -0 34 25.6
 AJ3910;UTM  12      - 3,643,024.034   315,521.058   MT  1.00001964   -1 04 19.5
 AJ3910
 AJ3910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3910!SPC AZ C     -   0.99997023  x   1.00002027  =   0.99999050
 AJ3910!UTM  12      -   0.99997023  x   1.00001964  =   0.99998987
 AJ3910
 AJ3910                          SUPERSEDED SURVEY CONTROL
 AJ3910
 AJ3910  NAD 83(1992)-  32 54 35.62801(N)    112 58 21.54277(W) AD(       ) B
 AJ3910  ELLIP H (04/12/01)  189.659  (m)                       GP(       ) 3 2
 AJ3910
 AJ3910.Superseded values are not recommended for survey control.
 AJ3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3910.See file dsdata.txt to determine how the superseded data were derived.
 AJ3910
 AJ3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1552143024(NAD 83)
 AJ3910_MARKER: I = METAL ROD
 AJ3910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3910_STAMPING: 3LN2 1999
 AJ3910_MARK LOGO: MCDOT 
 AJ3910_PROJECTION: FLUSH
 AJ3910_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3910+STABILITY: POSITION/ELEVATION WELL
 AJ3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3910+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2007
 AJ3910_ROD/PIPE-DEPTH:  3.7 meters
 AJ3910_SLEEVE-DEPTH  :  0.8 meters
 AJ3910
 AJ3910  HISTORY     - Date     Condition        Report By
 AJ3910  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3910  HISTORY     - 20060128 GOOD             USPSQD
 AJ3910  HISTORY     - 20060128 GOOD             USPSQD
 AJ3910  HISTORY     - 20070514 GOOD             MCDOT
 AJ3910
 AJ3910                          STATION DESCRIPTION
 AJ3910
 AJ3910'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3910'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) WEST-SOUTHWEST OF THE
 AJ3910'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 07 WEST, SECTION 15
 AJ3910'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3910'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3910'INTERCHANGE (EXIT 102) , DRIVE NORTH ON PAINTED ROCK DAM ROAD FOR 200
 AJ3910'FT (61.0 M) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) , THENCE TURN
 AJ3910'LEFT (WEST) ON TO DIRT ROAD (BARBED WIRE FENCE RUNS ALONG SOUTH SIDE
 AJ3910'OF DIRT ROAD AND CONCRETE IRRIGATION DITCH RUNS ALONG NORTH SIDE OF
 AJ3910'DIRT ROAD) AND DRIVE 0.7 MI (1.1 KM) TO THE STATION ON YOUR LEFT
 AJ3910'(SOUTH) SIDE
 AJ3910'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3910'COMPRESSED ON A 12.2 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3910'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3910'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LN2 1999, SURROUNDED WITH A
 AJ3910'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3910'MARKER
 AJ3910'STATION TIES
 AJ3910'155 FT (47.2 M) EAST OF HIGHWAY RIGHT-OF-WAY ANGLE IRON MARKED P.C.
 AJ3910'4284.15
 AJ3910'153 FT (46.6 M) NORTH OF NORTH EDGE OF PAVEMENT OF WESTBOUND
 AJ3910'INTERSTATE 8
 AJ3910'74.9 FT (22.8 M) SOUTHEAST OF POWER POLE
 AJ3910'48.6 FT (14.8 M) SOUTH OF CENTERLINE OF CONCRETE IRRIGATION DITCH
 AJ3910'21.0 FT (6.4 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3910'6.5 FT (2.0 M) SOUTH OF BARBED WIRE FENCE
 AJ3910'4.1 FT (1.2 M) SOUTH OF CARSONITE WITNESS POST
 AJ3910'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3910'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3910
 AJ3910                          STATION RECOVERY (2006)
 AJ3910
 AJ3910'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3910'RECOVERED AS DESCRIBED.
 AJ3910
 AJ3910                          STATION RECOVERY (2006)
 AJ3910
 AJ3910'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 AJ3910'RECOVERED AS DESCRIBED.
 AJ3910
 AJ3910                          STATION RECOVERY (2007)
 AJ3910
 AJ3910'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3910'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3915 ***********************************************************************
 AJ3915  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3915  DESIGNATION -  3LP1
 AJ3915  PID         -  AJ3915
 AJ3915  STATE/COUNTY-  AZ/MARICOPA
 AJ3915  USGS QUAD   -  SENTINEL NE (1986)
 AJ3915
 AJ3915                         *CURRENT SURVEY CONTROL
 AJ3915  ___________________________________________________________________
 AJ3915* NAD 83(2007)-  32 53 23.28648(N)    113 04 12.23991(W)     ADJUSTED  
 AJ3915* NAVD 88     -       238.19   (meters)     781.5    (feet)  GPS OBS   
 AJ3915  ___________________________________________________________________
 AJ3915  EPOCH DATE  -        2007.00
 AJ3915  X           -  -2,100,858.225 (meters)                     COMP
 AJ3915  Y           -  -4,932,532.273 (meters)                     COMP
 AJ3915  Z           -   3,443,814.717 (meters)                     COMP
 AJ3915  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AJ3915  ELLIP HEIGHT-         206.562 (meters)          (02/10/07) ADJUSTED
 AJ3915  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 AJ3915
 AJ3915  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3915  Type    PID    Designation                      North   East  Ellip
 AJ3915  -------------------------------------------------------------------
 AJ3915  NETWORK AJ3915 3LP1                              0.78   0.67   1.14
 AJ3915  -------------------------------------------------------------------
 AJ3915
 AJ3915.The horizontal coordinates were established by GPS observations
 AJ3915.and adjusted by the National Geodetic Survey in February 2007.
 AJ3915
 AJ3915.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3915.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3915.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3915.The epoch date for horizontal control is a decimal equivalence
 AJ3915.of Year/Month/Day.
 AJ3915
 AJ3915.The orthometric height was determined by GPS observations and a
 AJ3915.high-resolution geoid model.
 AJ3915.The orthometric height was determined by GPS observations and a
 AJ3915.high-resolution geoid model using precise GPS observation and
 AJ3915.processing techniques.
 AJ3915
 AJ3915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3915
 AJ3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3915
 AJ3915.The ellipsoidal height was determined by GPS observations
 AJ3915.and is referenced to NAD 83.
 AJ3915
 AJ3915.The geoid height was determined by GEOID03.
 AJ3915
 AJ3915;                    North         East     Units Scale Factor Converg.
 AJ3915;SPC AZ C     -   210,121.282   105,445.047   MT  1.00004355   -0 37 35.0
 AJ3915;SPC AZ C     -   689,374.28    345,948.32   iFT  1.00004355   -0 37 35.0
 AJ3915;UTM  12      - 3,640,970.449   306,365.547   MT  1.00006233   -1 07 28.0
 AJ3915
 AJ3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3915!SPC AZ C     -   0.99996757  x   1.00004355  =   1.00001112
 AJ3915!UTM  12      -   0.99996757  x   1.00006233  =   1.00002990
 AJ3915
 AJ3915                          SUPERSEDED SURVEY CONTROL
 AJ3915
 AJ3915  NAD 83(1992)-  32 53 23.28556(N)    113 04 12.23979(W) AD(       ) B
 AJ3915  ELLIP H (04/12/01)  206.601  (m)                       GP(       ) 3 2
 AJ3915
 AJ3915.Superseded values are not recommended for survey control.
 AJ3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3915.See file dsdata.txt to determine how the superseded data were derived.
 AJ3915
 AJ3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0636640970(NAD 83)
 AJ3915_MARKER: I = METAL ROD
 AJ3915_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3915+WITH SETTING: INFORMATION.
 AJ3915_STAMPING: 3LP1 1999
 AJ3915_MARK LOGO: MCDOT 
 AJ3915_PROJECTION: FLUSH
 AJ3915_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3915+STABILITY: POSITION/ELEVATION WELL
 AJ3915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3915+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3915_ROD/PIPE-DEPTH:  1.3 meters
 AJ3915_SLEEVE-DEPTH  :  0.8 meters
 AJ3915
 AJ3915  HISTORY     - Date     Condition        Report By
 AJ3915  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3915
 AJ3915                          STATION DESCRIPTION
 AJ3915
 AJ3915'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3915'THE STATION IS LOCATED ABOUT 21 MI (33.8 KM) WEST-SOUTHWEST OF THE
 AJ3915'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 08 WEST, SECTION 22
 AJ3915'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3915'TO REACH THE STATION FROM INTERSTATE 8 AND PAINTED ROCK DAM ROAD
 AJ3915'INTERCHANGE (EXIT 102) , DRIVE WEST-SOUTHWEST ON INTERSTATE 8 FOR
 AJ3915'APPROXIMATELY 6.1 MI (9.8 KM) TO MILEPOST 96, THENCE CONTINUE
 AJ3915'WEST-SOUTHWEST ON INTERSTATE 8 FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AJ3915'YOUR RIGHT (NORTH) SIDE
 AJ3915'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3915'COMPRESSED ON A 4.2 FT (1.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3915'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3915'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LP1 1999, SURROUNDED WITH A
 AJ3915'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3915'MARKER
 AJ3915'STATION TIES
 AJ3915'88 FT (26.8 M) NORTH OF NORTH EDGE OF PAVEMENT OF WESTBOUND INTERSTATE
 AJ3915'8
 AJ3915'15 FT (4.6 M) SOUTH OF BARBED WIRE FENCE
 AJ3915'4.0 FT (1.2 M) SOUTH OF CARSONITE WITNESS POST
 AJ3915'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3915'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3923 ***********************************************************************
 AJ3923  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3923  DESIGNATION -  3LR2
 AJ3923  PID         -  AJ3923
 AJ3923  STATE/COUNTY-  AZ/MARICOPA
 AJ3923  USGS QUAD   -  SENTINEL PEAK (1986)
 AJ3923
 AJ3923                         *CURRENT SURVEY CONTROL
 AJ3923  ___________________________________________________________________
 AJ3923* NAD 83(2007)-  32 54 26.67098(N)    113 11 31.31379(W)     ADJUSTED  
 AJ3923* NAVD 88     -       205.11   (meters)     672.9    (feet)  GPS OBS   
 AJ3923  ___________________________________________________________________
 AJ3923  EPOCH DATE  -        2007.00
 AJ3923  X           -  -2,110,924.616 (meters)                     COMP
 AJ3923  Y           -  -4,927,048.469 (meters)                     COMP
 AJ3923  Z           -   3,445,436.218 (meters)                     COMP
 AJ3923  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ3923  ELLIP HEIGHT-         173.330 (meters)          (02/10/07) ADJUSTED
 AJ3923  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 AJ3923
 AJ3923  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3923  Type    PID    Designation                      North   East  Ellip
 AJ3923  -------------------------------------------------------------------
 AJ3923  NETWORK AJ3923 3LR2                              0.73   0.61   1.18
 AJ3923  -------------------------------------------------------------------
 AJ3923
 AJ3923.The horizontal coordinates were established by GPS observations
 AJ3923.and adjusted by the National Geodetic Survey in February 2007.
 AJ3923
 AJ3923.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3923.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3923.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3923.The epoch date for horizontal control is a decimal equivalence
 AJ3923.of Year/Month/Day.
 AJ3923
 AJ3923.The orthometric height was determined by GPS observations and a
 AJ3923.high-resolution geoid model.
 AJ3923.The orthometric height was determined by GPS observations and a
 AJ3923.high-resolution geoid model using precise GPS observation and
 AJ3923.processing techniques.
 AJ3923
 AJ3923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3923
 AJ3923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3923
 AJ3923.The ellipsoidal height was determined by GPS observations
 AJ3923.and is referenced to NAD 83.
 AJ3923
 AJ3923.The geoid height was determined by GEOID03.
 AJ3923
 AJ3923;                    North         East     Units Scale Factor Converg.
 AJ3923;SPC AZ C     -   212,205.294    94,056.573   MT  1.00007545   -0 41 34.7
 AJ3923;SPC AZ C     -   696,211.59    308,584.56   iFT  1.00007545   -0 41 34.7
 AJ3923;UTM  12      - 3,643,153.475   294,995.274   MT  1.00011823   -1 11 28.7
 AJ3923
 AJ3923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3923!SPC AZ C     -   0.99997279  x   1.00007545  =   1.00004824
 AJ3923!UTM  12      -   0.99997279  x   1.00011823  =   1.00009101
 AJ3923
 AJ3923                          SUPERSEDED SURVEY CONTROL
 AJ3923
 AJ3923  NAD 83(1992)-  32 54 26.67004(N)    113 11 31.31354(W) AD(       ) B
 AJ3923  ELLIP H (04/12/01)  173.364  (m)                       GP(       ) 3 2
 AJ3923
 AJ3923.Superseded values are not recommended for survey control.
 AJ3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3923.See file dsdata.txt to determine how the superseded data were derived.
 AJ3923
 AJ3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9499543153(NAD 83)
 AJ3923_MARKER: I = METAL ROD
 AJ3923_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3923+WITH SETTING: INFORMATION.
 AJ3923_STAMPING: 3LR2 11-1999
 AJ3923_MARK LOGO: MCDOT 
 AJ3923_PROJECTION: FLUSH
 AJ3923_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3923+STABILITY: POSITION/ELEVATION WELL
 AJ3923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3923+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3923_ROD/PIPE-DEPTH:  1.2 meters
 AJ3923_SLEEVE-DEPTH  :  0.8 meters
 AJ3923
 AJ3923  HISTORY     - Date     Condition        Report By
 AJ3923  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3923
 AJ3923                          STATION DESCRIPTION
 AJ3923
 AJ3923'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3923'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH-NORTHEAST OF THE
 AJ3923'TOWN OF SENTINEL, TOWNSHIP 06 SOUTH, RANGE 09 WEST, SECTION 16
 AJ3923'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3923'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3923'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 1.4 MI (2.3 KM)
 AJ3923'TO OATMAN ROAD (A GRADED DIRT ROAD) ON YOUR RIGHT (EAST) , THENCE TURN
 AJ3923'RIGHT (EAST) ON TO OATMAN ROAD AND DRIVE 0.8 MI (1.3 KM) TO A BEND IN
 AJ3923'OATMAN ROAD TO THE LEFT (NORTHEAST) (32 52 34N, 113 12 21W) , THENCE
 AJ3923'TURN LEFT (NORTHEAST) AND CONTINUE ON OATMAN ROAD FOR 2.3 MI (3.7 KM)
 AJ3923'TO THE STATION ON YOUR LEFT
 AJ3923'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3923'COMPRESSED ON A 4.0 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3923'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3923'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LR2 11-1999, SURROUNDED WITH
 AJ3923'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3923'CARSONITE MARKER
 AJ3923'STATION TIES
 AJ3923'90 FT (27.4 M) WEST OF CENTERLINE OF OATMAN ROAD
 AJ3923'3.8 FT (1.2 M) EAST OF CARSONITE WITNESS POST
 AJ3923'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3923'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3925 ***********************************************************************
 AJ3925  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3925  DESIGNATION -  3LT1
 AJ3925  PID         -  AJ3925
 AJ3925  STATE/COUNTY-  AZ/MARICOPA
 AJ3925  USGS QUAD   -  AGUA CALIENTE (1982)
 AJ3925
 AJ3925                         *CURRENT SURVEY CONTROL
 AJ3925  ___________________________________________________________________
 AJ3925* NAD 83(2007)-  32 54 23.37233(N)    113 15 56.06862(W)     ADJUSTED  
 AJ3925* NAVD 88     -       185.56   (meters)     608.8    (feet)  GPS OBS   
 AJ3925  ___________________________________________________________________
 AJ3925  EPOCH DATE  -        2007.00
 AJ3925  X           -  -2,117,262.361 (meters)                     COMP
 AJ3925  Y           -  -4,924,370.446 (meters)                     COMP
 AJ3925  Z           -   3,445,340.216 (meters)                     COMP
 AJ3925  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3925  ELLIP HEIGHT-         153.662 (meters)          (02/10/07) ADJUSTED
 AJ3925  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AJ3925
 AJ3925  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3925  Type    PID    Designation                      North   East  Ellip
 AJ3925  -------------------------------------------------------------------
 AJ3925  NETWORK AJ3925 3LT1                              0.74   0.69   1.06
 AJ3925  -------------------------------------------------------------------
 AJ3925
 AJ3925.The horizontal coordinates were established by GPS observations
 AJ3925.and adjusted by the National Geodetic Survey in February 2007.
 AJ3925
 AJ3925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3925.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3925.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3925.The epoch date for horizontal control is a decimal equivalence
 AJ3925.of Year/Month/Day.
 AJ3925
 AJ3925.The orthometric height was determined by GPS observations and a
 AJ3925.high-resolution geoid model.
 AJ3925.The orthometric height was determined by GPS observations and a
 AJ3925.high-resolution geoid model using precise GPS observation and
 AJ3925.processing techniques.
 AJ3925
 AJ3925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3925
 AJ3925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3925
 AJ3925.The ellipsoidal height was determined by GPS observations
 AJ3925.and is referenced to NAD 83.
 AJ3925
 AJ3925.The geoid height was determined by GEOID03.
 AJ3925
 AJ3925;                    North         East     Units Scale Factor Converg.
 AJ3925;SPC AZ C     -   212,189.289    87,175.215   MT  1.00009627   -0 43 58.5
 AJ3925;SPC AZ C     -   696,159.08    286,007.92   iFT  1.00009627   -0 43 58.5
 AJ3925;UTM  12      - 3,643,197.324   288,113.693   MT  1.00015361   -1 13 52.6
 AJ3925
 AJ3925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3925!SPC AZ C     -   0.99997588  x   1.00009627  =   1.00007214
 AJ3925!UTM  12      -   0.99997588  x   1.00015361  =   1.00012948
 AJ3925
 AJ3925                          SUPERSEDED SURVEY CONTROL
 AJ3925
 AJ3925  NAD 83(1992)-  32 54 23.37136(N)    113 15 56.06851(W) AD(       ) B
 AJ3925  ELLIP H (04/12/01)  153.698  (m)                       GP(       ) 3 2
 AJ3925
 AJ3925.Superseded values are not recommended for survey control.
 AJ3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3925.See file dsdata.txt to determine how the superseded data were derived.
 AJ3925
 AJ3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8811443197(NAD 83)
 AJ3925_MARKER: I = METAL ROD
 AJ3925_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3925+WITH SETTING: INFORMATION.
 AJ3925_STAMPING: 3LT1 12-1999
 AJ3925_MARK LOGO: MCDOT 
 AJ3925_PROJECTION: FLUSH
 AJ3925_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3925+STABILITY: POSITION/ELEVATION WELL
 AJ3925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3925+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2007
 AJ3925_ROD/PIPE-DEPTH:  1.4 meters
 AJ3925_SLEEVE-DEPTH  :  0.8 meters
 AJ3925
 AJ3925  HISTORY     - Date     Condition        Report By
 AJ3925  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3925  HISTORY     - 20070511 GOOD             MCDOT
 AJ3925
 AJ3925                          STATION DESCRIPTION
 AJ3925
 AJ3925'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3925'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF THE TOWN OF
 AJ3925'SENTINEL, TOWNSHIP 06 SOUTH, RANGE 10 WEST, SECTION 14
 AJ3925'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3925'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3925'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 4.8 MI (7.7 KM)
 AJ3925'TO THE STATION ON YOUR LEFT
 AJ3925'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3925'COMPRESSED ON A 4.5 FT (1.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3925'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3925'WITH A COUNTY LOGO ACCESS COVER STAMPED 3LT1 12-1999, SURROUNDED WITH
 AJ3925'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3925'CARSONITE MARKER
 AJ3925'STATION TIES
 AJ3925'105 FT (32.0 M) SOUTHWEST OF CENTERLINE OF AGUA CALIENTE ROAD
 AJ3925'5.5 FT (1.7 M) EAST OF CARSONITE WITNESS POST
 AJ3925'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3925'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3925
 AJ3925                          STATION RECOVERY (2007)
 AJ3925
 AJ3925'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3925'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3784 ***********************************************************************
 AJ3784  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3784  DESIGNATION -  3MB2
 AJ3784  PID         -  AJ3784
 AJ3784  STATE/COUNTY-  AZ/MARICOPA
 AJ3784  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3784
 AJ3784                         *CURRENT SURVEY CONTROL
 AJ3784  ___________________________________________________________________
 AJ3784* NAD 83(2007)-  32 50 56.42511(N)    112 20 06.16247(W)     ADJUSTED  
 AJ3784* NAVD 88     -       566.70   (meters)    1859.2    (feet)  GPS OBS   
 AJ3784  ___________________________________________________________________
 AJ3784  EPOCH DATE  -        2007.00
 AJ3784  X           -  -2,038,448.222 (meters)                     COMP
 AJ3784  Y           -  -4,961,603.958 (meters)                     COMP
 AJ3784  Z           -   3,440,193.384 (meters)                     COMP
 AJ3784  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AJ3784  ELLIP HEIGHT-         536.078 (meters)          (02/10/07) ADJUSTED
 AJ3784  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AJ3784
 AJ3784  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3784  Type    PID    Designation                      North   East  Ellip
 AJ3784  -------------------------------------------------------------------
 AJ3784  NETWORK AJ3784 3MB2                              0.67   0.65   1.08
 AJ3784  -------------------------------------------------------------------
 AJ3784
 AJ3784.The horizontal coordinates were established by GPS observations
 AJ3784.and adjusted by the National Geodetic Survey in February 2007.
 AJ3784
 AJ3784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3784.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3784.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3784.The epoch date for horizontal control is a decimal equivalence
 AJ3784.of Year/Month/Day.
 AJ3784
 AJ3784.The orthometric height was determined by GPS observations and a
 AJ3784.high-resolution geoid model.
 AJ3784.The orthometric height was determined by GPS observations and a
 AJ3784.high-resolution geoid model using precise GPS observation and
 AJ3784.processing techniques.
 AJ3784
 AJ3784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3784
 AJ3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3784
 AJ3784.The ellipsoidal height was determined by GPS observations
 AJ3784.and is referenced to NAD 83.
 AJ3784
 AJ3784.The geoid height was determined by GEOID03.
 AJ3784
 AJ3784;                    North         East     Units Scale Factor Converg.
 AJ3784;SPC AZ C     -   205,085.177   174,198.498   MT  0.99991890   -0 13 37.0
 AJ3784;SPC AZ C     -   672,851.63    571,517.38   iFT  0.99991890   -0 13 37.0
 AJ3784;UTM  12      - 3,635,337.637   375,068.961   MT  0.99979245   -0 43 27.3
 AJ3784
 AJ3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3784!SPC AZ C     -   0.99991584  x   0.99991890  =   0.99983475
 AJ3784!UTM  12      -   0.99991584  x   0.99979245  =   0.99970831
 AJ3784
 AJ3784                          SUPERSEDED SURVEY CONTROL
 AJ3784
 AJ3784  NAD 83(1992)-  32 50 56.42384(N)    112 20 06.16201(W) AD(       ) B
 AJ3784  ELLIP H (04/12/01)  536.115  (m)                       GP(       ) 3 2
 AJ3784
 AJ3784.Superseded values are not recommended for survey control.
 AJ3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3784.See file dsdata.txt to determine how the superseded data were derived.
 AJ3784
 AJ3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7506935338(NAD 83)
 AJ3784_MARKER: I = METAL ROD
 AJ3784_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3784+WITH SETTING: INFORMATION.
 AJ3784_STAMPING: 3MB2 1999
 AJ3784_MARK LOGO: MCDOT 
 AJ3784_PROJECTION: FLUSH
 AJ3784_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3784+STABILITY: POSITION/ELEVATION WELL
 AJ3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3784+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3784_ROD/PIPE-DEPTH:  1.2 meters
 AJ3784_SLEEVE-DEPTH  :  0.8 meters
 AJ3784
 AJ3784  HISTORY     - Date     Condition        Report By
 AJ3784  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3784
 AJ3784                          STATION DESCRIPTION
 AJ3784
 AJ3784'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3784'THE STATION IS LOCATED APPROXIMATELY 44 MI (70.8 KM) SOUTHWEST OF THE
 AJ3784'CITY OF PHOENIX, 23 MI (37.0 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3784'BEND, TOWNSHIP 7 SOUTH, RANGE 1 WEST, SECTION 2
 AJ3784'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3784'TO REACH THE STATION FROM THE INTERSECTION (EXIT 140) OF INTERSTATE 8
 AJ3784'AND FREEMAN ROAD, DRIVE SOUTH ON FREEMAN ROAD FOR 0.31 MI (0.50 KM)
 AJ3784'(MEASURED FROM THE EASTBOUND LANES) TO AN OLD PAVED ROAD, THENCE TURN
 AJ3784'RIGHT (WEST) AND ONTO THE OLD PAVEMENT AND DRIVE WESTERLY FOR 0.23 MI
 AJ3784'(0.37 KM) TO THE INTERSECTION WITH A DIRT ROAD, THENCE CONTINUE WEST
 AJ3784'ON THE OLD PAVED ROAD FOR 0.82 MI (1.32 KM) TO THE STATION ON THE LEFT
 AJ3784'(SOUTH) SIDE OF THE ROAD
 AJ3784'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3784'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS
 AJ3784'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3784'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3784'STAMPED 3MB2, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND,
 AJ3784'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3784'STATION TIES
 AJ3784'THE STATION IS 100 FT (30.5 M) SOUTH OF THE CENTERLINE OF THE OLD
 AJ3784'PAVED ROAD
 AJ3784'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3784'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3793 ***********************************************************************
 AJ3793  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3793  DESIGNATION -  3MC2
 AJ3793  PID         -  AJ3793
 AJ3793  STATE/COUNTY-  AZ/MARICOPA
 AJ3793  USGS QUAD   -  BIG HORN (1979)
 AJ3793
 AJ3793                         *CURRENT SURVEY CONTROL
 AJ3793  ___________________________________________________________________
 AJ3793* NAD 83(2007)-  32 51 54.31128(N)    112 24 42.34225(W)     ADJUSTED  
 AJ3793* NAVD 88     -       511.58   (meters)    1678.4    (feet)  GPS OBS   
 AJ3793  ___________________________________________________________________
 AJ3793  EPOCH DATE  -        2007.00
 AJ3793  X           -  -2,044,703.194 (meters)                     COMP
 AJ3793  Y           -  -4,957,932.761 (meters)                     COMP
 AJ3793  Z           -   3,441,661.529 (meters)                     COMP
 AJ3793  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AJ3793  ELLIP HEIGHT-         480.876 (meters)          (02/10/07) ADJUSTED
 AJ3793  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3793
 AJ3793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3793  Type    PID    Designation                      North   East  Ellip
 AJ3793  -------------------------------------------------------------------
 AJ3793  NETWORK AJ3793 3MC2                              0.80   0.78   1.25
 AJ3793  -------------------------------------------------------------------
 AJ3793
 AJ3793.The horizontal coordinates were established by GPS observations
 AJ3793.and adjusted by the National Geodetic Survey in February 2007.
 AJ3793
 AJ3793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3793.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3793.The epoch date for horizontal control is a decimal equivalence
 AJ3793.of Year/Month/Day.
 AJ3793
 AJ3793.The orthometric height was determined by GPS observations and a
 AJ3793.high-resolution geoid model.
 AJ3793.The orthometric height was determined by GPS observations and a
 AJ3793.high-resolution geoid model using precise GPS observation and
 AJ3793.processing techniques.
 AJ3793
 AJ3793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3793
 AJ3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3793
 AJ3793.The ellipsoidal height was determined by GPS observations
 AJ3793.and is referenced to NAD 83.
 AJ3793
 AJ3793.The geoid height was determined by GEOID03.
 AJ3793
 AJ3793;                    North         East     Units Scale Factor Converg.
 AJ3793;SPC AZ C     -   206,899.324   167,025.880   MT  0.99992646   -0 16 07.2
 AJ3793;SPC AZ C     -   678,803.56    547,985.17   iFT  0.99992646   -0 16 07.2
 AJ3793;UTM  12      - 3,637,213.763   367,913.215   MT  0.99981513   -0 45 58.4
 AJ3793
 AJ3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3793!SPC AZ C     -   0.99992451  x   0.99992646  =   0.99985097
 AJ3793!UTM  12      -   0.99992451  x   0.99981513  =   0.99973965
 AJ3793
 AJ3793                          SUPERSEDED SURVEY CONTROL
 AJ3793
 AJ3793  NAD 83(1992)-  32 51 54.31025(N)    112 24 42.34186(W) AD(       ) B
 AJ3793  ELLIP H (04/12/01)  480.911  (m)                       GP(       ) 3 2
 AJ3793
 AJ3793.Superseded values are not recommended for survey control.
 AJ3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3793.See file dsdata.txt to determine how the superseded data were derived.
 AJ3793
 AJ3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6791337214(NAD 83)
 AJ3793_MARKER: I = METAL ROD
 AJ3793_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3793+WITH SETTING: INFORMATION.
 AJ3793_STAMPING: 3MC2 I/00
 AJ3793_MARK LOGO: MCDOT 
 AJ3793_PROJECTION: FLUSH
 AJ3793_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3793+STABILITY: POSITION/ELEVATION WELL
 AJ3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3793+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3793_ROD/PIPE-DEPTH:  1.8 meters
 AJ3793_SLEEVE-DEPTH  :  0.8 meters
 AJ3793
 AJ3793  HISTORY     - Date     Condition        Report By
 AJ3793  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3793
 AJ3793                          STATION DESCRIPTION
 AJ3793
 AJ3793'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3793'THE STATION IS LOCATED APPROXIMATELY 44 MI (70.8 KM) SOUTHEAST OF THE
 AJ3793'CITY OF PHOENIX, 19 MI (30.6 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3793'BEND, TOWNSHIP 6 SOUTH, RANGE 1 WEST, SECTION 31
 AJ3793'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF WAY
 AJ3793'TO REACH THE STATION FROM INTERSTATE 8 IN THE TOWN OF CASA GRANDE,
 AJ3793'DRIVE WEST ON INTERSTATE 8 TO MILE POST 136, THENCE CONTINUE WEST ON
 AJ3793'INTERSTATE 8 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT (NORTH)
 AJ3793'SIDE OF THE WESTBOUND LANES
 AJ3793'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3793'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS
 AJ3793'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A GREASED 1 INCH PVC SLEEVE,
 AJ3793'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3793'STAMPED 3MC2 1/00, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3793'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3793'STATION TIES
 AJ3793'THE STATION IS 50 FT (15.2 M) NORTH OF THE EDGE OF PAVEMENT OF THE
 AJ3793'WESTBOUND LANES OF INTERSTATE 8
 AJ3793'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3793'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3763 ***********************************************************************
 AJ3763  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3763  DESIGNATION -  3MF2
 AJ3763  PID         -  AJ3763
 AJ3763  STATE/COUNTY-  AZ/MARICOPA
 AJ3763  USGS QUAD   -  BLUE PLATEAU (1986)
 AJ3763
 AJ3763                         *CURRENT SURVEY CONTROL
 AJ3763  ___________________________________________________________________
 AJ3763* NAD 83(2007)-  32 51 12.25222(N)    112 34 13.74217(W)     ADJUSTED  
 AJ3763* NAVD 88     -       381.09   (meters)    1250.3    (feet)  GPS OBS   
 AJ3763  ___________________________________________________________________
 AJ3763  EPOCH DATE  -        2007.00
 AJ3763  X           -  -2,058,657.576 (meters)                     COMP
 AJ3763  Y           -  -4,952,797.161 (meters)                     COMP
 AJ3763  Z           -   3,440,502.085 (meters)                     COMP
 AJ3763  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 AJ3763  ELLIP HEIGHT-         350.024 (meters)          (02/10/07) ADJUSTED
 AJ3763  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AJ3763
 AJ3763  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3763  Type    PID    Designation                      North   East  Ellip
 AJ3763  -------------------------------------------------------------------
 AJ3763  NETWORK AJ3763 3MF2                              0.63   0.61   1.25
 AJ3763  -------------------------------------------------------------------
 AJ3763
 AJ3763.The horizontal coordinates were established by GPS observations
 AJ3763.and adjusted by the National Geodetic Survey in February 2007.
 AJ3763
 AJ3763.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3763.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3763.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3763.The epoch date for horizontal control is a decimal equivalence
 AJ3763.of Year/Month/Day.
 AJ3763
 AJ3763.The orthometric height was determined by GPS observations and a
 AJ3763.high-resolution geoid model.
 AJ3763.The orthometric height was determined by GPS observations and a
 AJ3763.high-resolution geoid model using precise GPS observation and
 AJ3763.processing techniques.
 AJ3763
 AJ3763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3763
 AJ3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3763
 AJ3763.The ellipsoidal height was determined by GPS observations
 AJ3763.and is referenced to NAD 83.
 AJ3763
 AJ3763.The geoid height was determined by GEOID03.
 AJ3763
 AJ3763;                    North         East     Units Scale Factor Converg.
 AJ3763;SPC AZ C     -   205,684.566   152,163.399   MT  0.99994616   -0 21 16.9
 AJ3763;SPC AZ C     -   674,818.13    499,223.75   iFT  0.99994616   -0 21 16.9
 AJ3763;UTM  12      - 3,636,128.201   353,042.168   MT  0.99986630   -0 51 07.7
 AJ3763
 AJ3763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3763!SPC AZ C     -   0.99994505  x   0.99994616  =   0.99989121
 AJ3763!UTM  12      -   0.99994505  x   0.99986630  =   0.99981136
 AJ3763
 AJ3763                          SUPERSEDED SURVEY CONTROL
 AJ3763
 AJ3763  NAD 83(1992)-  32 51 12.25125(N)    112 34 13.74197(W) AD(       ) B
 AJ3763  ELLIP H (04/12/01)  350.059  (m)                       GP(       ) 3 2
 AJ3763
 AJ3763.Superseded values are not recommended for survey control.
 AJ3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3763.See file dsdata.txt to determine how the superseded data were derived.
 AJ3763
 AJ3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5304236128(NAD 83)
 AJ3763_MARKER: I = METAL ROD
 AJ3763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3763+WITH SETTING: INFORMATION.
 AJ3763_STAMPING: 3MF2 2000
 AJ3763_MARK LOGO: MCDOT 
 AJ3763_PROJECTION: FLUSH
 AJ3763_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3763+STABILITY: POSITION/ELEVATION WELL
 AJ3763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3763+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3763_ROD/PIPE-DEPTH:  1.8 meters
 AJ3763_SLEEVE-DEPTH  :  0.8 meters
 AJ3763
 AJ3763  HISTORY     - Date     Condition        Report By
 AJ3763  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3763
 AJ3763                          STATION DESCRIPTION
 AJ3763
 AJ3763'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3763'THE STATION IS LOCATED APPROXIMATELY 50 MI (80.5 KM) SOUTHWEST OF THE
 AJ3763'CITY OF PHOENIX, 11 MI (17.7 KM) SOUTHEAST OF THE TOWN OF GILA BEND,
 AJ3763'TOWNSHIP 7 SOUTH, RANGE 3 WEST, SECTION 4
 AJ3763'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3763'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3763'AND INTERSTATE 8 BUSINESS LOOP, JUST EAST OF GILA BEND, DRIVE EAST ON
 AJ3763'INTERSTATE 8 FOR 4.7 MI (7.6 KM) TO MILE POST 124 AND A DIRT ROAD
 AJ3763'RIGHT (SOUTH) , THENCE TURN RIGHT ONTO THE DIRT TO A GATE IN THE
 AJ3763'RIGHT-OF-WAY FENCE, THENCE DRIVE THROUGH THE GATE AND SOUTH FOR 1.4 MI
 AJ3763'(2.3 KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK (SOUTHEAST)
 AJ3763'AND DRIVE FOR 1.1 MI (1.8 KM) TO A POINT WHERE THE ROAD VEERS SOUTH,
 AJ3763'THENCE CONTINUE SOUTH AND SOUTHEASTERLY FOR 2.3 TO A CORRAL AND CATTLE
 AJ3763'CHUTE ON THE RIGHT (SOUTH) AND THE STATION ON THE LEFT (NORTH) SIDE OF
 AJ3763'THE ROAD
 AJ3763'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3763'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS
 AJ3763'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3763'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3763'STAMPED 3MF2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3763'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3763'STATION TIES
 AJ3763'THE STATION IS 100 FT (30.5 M) NORTH OF THE ENTRANCE TO THE CATTLE
 AJ3763'CHUTE
 AJ3763'40 FT (12.2 M) NORTH OF THE CENTERLINE OF THE ROAD
 AJ3763'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3763'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3768 ***********************************************************************
 AJ3768  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3768  DESIGNATION -  3MI1
 AJ3768  PID         -  AJ3768
 AJ3768  STATE/COUNTY-  AZ/MARICOPA
 AJ3768  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 AJ3768
 AJ3768                         *CURRENT SURVEY CONTROL
 AJ3768  ___________________________________________________________________
 AJ3768* NAD 83(2007)-  32 51 53.40552(N)    112 41 38.08797(W)     ADJUSTED  
 AJ3768* NAVD 88     -       282.47   (meters)     926.7    (feet)  GPS OBS   
 AJ3768  ___________________________________________________________________
 AJ3768  EPOCH DATE  -        2007.00
 AJ3768  X           -  -2,069,024.922 (meters)                     COMP
 AJ3768  Y           -  -4,947,639.572 (meters)                     COMP
 AJ3768  Z           -   3,441,513.444 (meters)                     COMP
 AJ3768  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AJ3768  ELLIP HEIGHT-         251.181 (meters)          (02/10/07) ADJUSTED
 AJ3768  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AJ3768
 AJ3768  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3768  Type    PID    Designation                      North   East  Ellip
 AJ3768  -------------------------------------------------------------------
 AJ3768  NETWORK AJ3768 3MI1                              0.80   0.73   1.39
 AJ3768  -------------------------------------------------------------------
 AJ3768
 AJ3768.The horizontal coordinates were established by GPS observations
 AJ3768.and adjusted by the National Geodetic Survey in February 2007.
 AJ3768
 AJ3768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3768.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3768.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3768.The epoch date for horizontal control is a decimal equivalence
 AJ3768.of Year/Month/Day.
 AJ3768
 AJ3768.The orthometric height was determined by GPS observations and a
 AJ3768.high-resolution geoid model.
 AJ3768.The orthometric height was determined by GPS observations and a
 AJ3768.high-resolution geoid model using precise GPS observation and
 AJ3768.processing techniques.
 AJ3768
 AJ3768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3768
 AJ3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3768
 AJ3768.The ellipsoidal height was determined by GPS observations
 AJ3768.and is referenced to NAD 83.
 AJ3768
 AJ3768.The geoid height was determined by GEOID03.
 AJ3768
 AJ3768;                    North         East     Units Scale Factor Converg.
 AJ3768;SPC AZ C     -   207,030.535   140,619.600   MT  0.99996522   -0 25 18.5
 AJ3768;SPC AZ C     -   679,234.04    461,350.39   iFT  0.99996522   -0 25 18.5
 AJ3768;UTM  12      - 3,637,574.259   341,511.272   MT  0.99990973   -0 55 09.9
 AJ3768
 AJ3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3768!SPC AZ C     -   0.99996057  x   0.99996522  =   0.99992579
 AJ3768!UTM  12      -   0.99996057  x   0.99990973  =   0.99987030
 AJ3768
 AJ3768                          SUPERSEDED SURVEY CONTROL
 AJ3768
 AJ3768  NAD 83(1992)-  32 51 53.40457(N)    112 41 38.08783(W) AD(       ) B
 AJ3768  ELLIP H (04/12/01)  251.218  (m)                       GP(       ) 3 2
 AJ3768
 AJ3768.Superseded values are not recommended for survey control.
 AJ3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3768.See file dsdata.txt to determine how the superseded data were derived.
 AJ3768
 AJ3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4151137574(NAD 83)
 AJ3768_MARKER: I = METAL ROD
 AJ3768_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3768+WITH SETTING: INFORMATION.
 AJ3768_STAMPING: 3MI1 2000
 AJ3768_MARK LOGO: MCDOT 
 AJ3768_PROJECTION: FLUSH
 AJ3768_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3768+STABILITY: POSITION/ELEVATION WELL
 AJ3768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3768+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3768_ROD/PIPE-DEPTH:  2.4 meters
 AJ3768_SLEEVE-DEPTH  :  0.9 meters
 AJ3768
 AJ3768  HISTORY     - Date     Condition        Report By
 AJ3768  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3768
 AJ3768                          STATION DESCRIPTION
 AJ3768
 AJ3768'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3768'THE STATION IS LOCATED APPROXIMATELY 53 MI (85.3 KM) SOUTHWEST OF THE
 AJ3768'CITY OF PHOENIX, 6 MI (9.7 KM) SOUTH OF THE TOWN OF GILA BEND,
 AJ3768'TOWNSHIP 6 SOUTH, RANGE 4 WEST, SECTION 32
 AJ3768'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3768'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 8 BUSINESS
 AJ3768'LOOP AND MARTIN AVENUE IN THE TOWN OF GILA BEND, DRIVE SOUTH ON MARTIN
 AJ3768'AVENUE FOR 0.4 MI (0.6 KM) TO MAIN STREET, THENCE TURN RIGHT ONTO MAIN
 AJ3768'STREET AND DRIVE SOUTHWESTERLY FOR 0.5 MI (0.8 KM) TO THE CENTERLINE
 AJ3768'OF THE OVERPASS AT INTERSTATE 8, THENCE DRIVE SOUTH, PASSING UNDER
 AJ3768'INTERSTATE 8, FOR 2.6 MI (4.2 KM) TO A POINT WHERE THE ROAD MAKES A
 AJ3768'SHARP TO THE LEFT, THENCE TURN LEFT (EAST) AND DRIVE FOR 0.7 MI (1.1
 AJ3768'KM) TO A ROAD ON THE RIGHT, THENCE TURN RIGHT (SOUTH) AND DRIVE FOR
 AJ3768'2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD
 AJ3768'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3768'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) STAINLESS
 AJ3768'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3768'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS
 AJ3768'COVER, STAMPED 3MI1 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH
 AJ3768'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3768'STATION TIES
 AJ3768'THE STATION IS 40 FT (12.2 M) WEST OF THE CENTERLINE OF THE ROAD
 AJ3768'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3768'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3906 ***********************************************************************
 AJ3906  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3906  DESIGNATION -  3MM2
 AJ3906  PID         -  AJ3906
 AJ3906  STATE/COUNTY-  AZ/MARICOPA
 AJ3906  USGS QUAD   -  SOUTH OF THEBA (1986)
 AJ3906
 AJ3906                         *CURRENT SURVEY CONTROL
 AJ3906  ___________________________________________________________________
 AJ3906* NAD 83(2007)-  32 51 15.05581(N)    112 55 18.50236(W)     ADJUSTED  
 AJ3906* NAVD 88     -       232.99   (meters)     764.4    (feet)  GPS OBS   
 AJ3906  ___________________________________________________________________
 AJ3906  EPOCH DATE  -        2007.00
 AJ3906  X           -  -2,088,921.068 (meters)                     COMP
 AJ3906  Y           -  -4,939,922.948 (meters)                     COMP
 AJ3906  Z           -   3,440,494.084 (meters)                     COMP
 AJ3906  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AJ3906  ELLIP HEIGHT-         201.529 (meters)          (02/10/07) ADJUSTED
 AJ3906  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AJ3906
 AJ3906  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3906  Type    PID    Designation                      North   East  Ellip
 AJ3906  -------------------------------------------------------------------
 AJ3906  NETWORK AJ3906 3MM2                              0.74   0.69   1.27
 AJ3906  -------------------------------------------------------------------
 AJ3906
 AJ3906.The horizontal coordinates were established by GPS observations
 AJ3906.and adjusted by the National Geodetic Survey in February 2007.
 AJ3906
 AJ3906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3906.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3906.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3906.The epoch date for horizontal control is a decimal equivalence
 AJ3906.of Year/Month/Day.
 AJ3906
 AJ3906.The orthometric height was determined by GPS observations and a
 AJ3906.high-resolution geoid model.
 AJ3906.The orthometric height was determined by GPS observations and a
 AJ3906.high-resolution geoid model using precise GPS observation and
 AJ3906.processing techniques.
 AJ3906
 AJ3906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3906
 AJ3906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3906
 AJ3906.The ellipsoidal height was determined by GPS observations
 AJ3906.and is referenced to NAD 83.
 AJ3906
 AJ3906.The geoid height was determined by GEOID03.
 AJ3906
 AJ3906;                    North         East     Units Scale Factor Converg.
 AJ3906;SPC AZ C     -   206,029.216   119,279.675   MT  1.00000910   -0 32 43.2
 AJ3906;SPC AZ C     -   675,948.87    391,337.52   iFT  1.00000910   -0 32 43.2
 AJ3906;UTM  12      - 3,636,758.324   320,164.159   MT  0.99999879   -1 02 34.3
 AJ3906
 AJ3906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3906!SPC AZ C     -   0.99996836  x   1.00000910  =   0.99997746
 AJ3906!UTM  12      -   0.99996836  x   0.99999879  =   0.99996715
 AJ3906
 AJ3906                          SUPERSEDED SURVEY CONTROL
 AJ3906
 AJ3906  NAD 83(1992)-  32 51 15.05489(N)    112 55 18.50235(W) AD(       ) B
 AJ3906  ELLIP H (04/12/01)  201.570  (m)                       GP(       ) 3 2
 AJ3906
 AJ3906.Superseded values are not recommended for survey control.
 AJ3906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3906.See file dsdata.txt to determine how the superseded data were derived.
 AJ3906
 AJ3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2016436758(NAD 83)
 AJ3906_MARKER: I = METAL ROD
 AJ3906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3906_STAMPING: 3MM2 1999
 AJ3906_MARK LOGO: MCDOT 
 AJ3906_PROJECTION: FLUSH
 AJ3906_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3906+STABILITY: POSITION/ELEVATION WELL
 AJ3906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3906+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3906_ROD/PIPE-DEPTH:  6.8 meters
 AJ3906_SLEEVE-DEPTH  :  0.8 meters
 AJ3906
 AJ3906  HISTORY     - Date     Condition        Report By
 AJ3906  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3906
 AJ3906                          STATION DESCRIPTION
 AJ3906
 AJ3906'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3906'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) WEST-SOUTHWEST OF THE
 AJ3906'TOWN OF GILA BEND, TOWNSHIP 06 SOUTH, RANGE 06 WEST, SECTION 31
 AJ3906'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3906'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3906'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3906'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3906'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3906'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3906'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3906'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3906'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3906'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3906'4.7 MI (7.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) (A WELL
 AJ3906'SITE IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION) , THENCE
 AJ3906'TURN RIGHT (WEST) ON TO DIRT ROAD AND DRIVE 2.8 MI (4.5 KM) TO THE END
 AJ3906'OF DIRT ROAD AND THE STATION ON YOUR LEFT
 AJ3906'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3906'COMPRESSED ON A 22.3 FOOT (6.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3906'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3906'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3MM2 1999, SURROUNDED
 AJ3906'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3906'CARSONITE MARKER
 AJ3906'STATION TIES
 AJ3906'37 FT (11.3 M) EAST OF G.L.O.  BRASS CAP SOUTHWEST CORNER SECTION 31,
 AJ3906'TOWNSHIP 6 SOUTH, RANGE 6 WEST
 AJ3906'35 FT (10.7 M) EAST OF BARBED WIRE FENCE BEARING NORTH-SOUTH
 AJ3906'20 FT (6.1 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3906'6 FT (1.8 M) NORTH OF BARBED WIRE FENCE BEARING EAST-WEST
 AJ3906'4.8 FT (1.5 M) NORTH OF CARSONITE WITNESS POST
 AJ3906'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3906'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3908 ***********************************************************************
 AJ3908  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3908  DESIGNATION -  3MO3
 AJ3908  PID         -  AJ3908
 AJ3908  STATE/COUNTY-  AZ/MARICOPA
 AJ3908  USGS QUAD   -  SENTINEL SE (1986)
 AJ3908
 AJ3908                         *CURRENT SURVEY CONTROL
 AJ3908  ___________________________________________________________________
 AJ3908* NAD 83(2007)-  32 50 58.75603(N)    113 00 59.63031(W)     ADJUSTED  
 AJ3908* NAVD 88     -       217.57   (meters)     713.8    (feet)  GPS OBS   
 AJ3908  ___________________________________________________________________
 AJ3908  EPOCH DATE  -        2007.00
 AJ3908  X           -  -2,097,189.422 (meters)                     COMP
 AJ3908  Y           -  -4,936,700.147 (meters)                     COMP
 AJ3908  Z           -   3,440,063.802 (meters)                     COMP
 AJ3908  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AJ3908  ELLIP HEIGHT-         185.969 (meters)          (02/10/07) ADJUSTED
 AJ3908  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AJ3908
 AJ3908  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3908  Type    PID    Designation                      North   East  Ellip
 AJ3908  -------------------------------------------------------------------
 AJ3908  NETWORK AJ3908 3MO3                              0.71   0.57   1.08
 AJ3908  -------------------------------------------------------------------
 AJ3908
 AJ3908.The horizontal coordinates were established by GPS observations
 AJ3908.and adjusted by the National Geodetic Survey in February 2007.
 AJ3908
 AJ3908.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3908.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3908.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3908.The epoch date for horizontal control is a decimal equivalence
 AJ3908.of Year/Month/Day.
 AJ3908
 AJ3908.The orthometric height was determined by GPS observations and a
 AJ3908.high-resolution geoid model.
 AJ3908.The orthometric height was determined by GPS observations and a
 AJ3908.high-resolution geoid model using precise GPS observation and
 AJ3908.processing techniques.
 AJ3908
 AJ3908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3908
 AJ3908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3908
 AJ3908.The ellipsoidal height was determined by GPS observations
 AJ3908.and is referenced to NAD 83.
 AJ3908
 AJ3908.The geoid height was determined by GEOID03.
 AJ3908
 AJ3908;                    North         East     Units Scale Factor Converg.
 AJ3908;SPC AZ C     -   205,615.499   110,404.756   MT  1.00003066   -0 35 48.0
 AJ3908;SPC AZ C     -   674,591.53    362,220.33   iFT  1.00003066   -0 35 48.0
 AJ3908;UTM  12      - 3,636,421.685   311,285.990   MT  1.00003914   -1 05 39.1
 AJ3908
 AJ3908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3908!SPC AZ C     -   0.99997080  x   1.00003066  =   1.00000146
 AJ3908!UTM  12      -   0.99997080  x   1.00003914  =   1.00000994
 AJ3908
 AJ3908                          SUPERSEDED SURVEY CONTROL
 AJ3908
 AJ3908  NAD 83(1992)-  32 50 58.75510(N)    113 00 59.63030(W) AD(       ) B
 AJ3908  ELLIP H (04/12/01)  186.008  (m)                       GP(       ) 3 2
 AJ3908
 AJ3908.Superseded values are not recommended for survey control.
 AJ3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3908.See file dsdata.txt to determine how the superseded data were derived.
 AJ3908
 AJ3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1128636422(NAD 83)
 AJ3908_MARKER: I = METAL ROD
 AJ3908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3908_STAMPING: 3MO3 1999
 AJ3908_MARK LOGO: MCDOT 
 AJ3908_PROJECTION: FLUSH
 AJ3908_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3908+STABILITY: POSITION/ELEVATION WELL
 AJ3908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3908+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3908_ROD/PIPE-DEPTH:  7.3 meters
 AJ3908_SLEEVE-DEPTH  :  0.8 meters
 AJ3908
 AJ3908  HISTORY     - Date     Condition        Report By
 AJ3908  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3908
 AJ3908                          STATION DESCRIPTION
 AJ3908
 AJ3908'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3908'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) WEST-SOUTHWEST OF THE
 AJ3908'TOWN OF GILA BEND, TOWNSHIP 07 SOUTH, RANGE 07 WEST, SECTION 6
 AJ3908'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3908'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3908'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3908'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3908'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3908'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3908'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3908'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3908'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3908'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3908'4.7 MI (7.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) (A WELL
 AJ3908'SITE IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION) , THENCE
 AJ3908'CONTINUE SOUTH ON DIRT ROAD FOR 1.3 MI (2.1 KM) TO A BEND IN DIRT ROAD
 AJ3908'TO THE SOUTHWEST, THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.8 MI
 AJ3908'(1.3 KM) TO A BEND IN DIRT ROAD TO THE WEST, THENCE CONTINUE WEST ON
 AJ3908'DIRT ROAD FOR 1.0 MI (1.6 KM) TO A HOUSE ON RIGHT (NORTH) SIDE OF DIRT
 AJ3908'ROAD, THENCE CONTINUE WEST ON DIRT ROAD FOR 0.5 MI (0.8 KM) TO AN
 AJ3908'UNMARKED DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND
 AJ3908'DRIVE 0.4 MI (0.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) ,
 AJ3908'THENCE TURN LEFT (SOUTHWEST) ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM)
 AJ3908'TO A JEEP TRAIL, THENCE TURN RIGHT (NORTHWESTERLY) ON TO JEEP TRAIL
 AJ3908'(REQUIRES 4 WHEEL DRIVE VEHICLE) AND DRIVE 6.6 MI (10.6 KM) TO THE END
 AJ3908'OF JEEP TRAIL AND TO THE STATION ON YOUR LEFT
 AJ3908'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3908'COMPRESSED ON A 24.0 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3908'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3908'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3MO3 1999, SURROUNDED
 AJ3908'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3908'CARSONITE MARKER
 AJ3908'STATION TIES
 AJ3908'5.0 FT (1.5 M) SOUTH OF CARSONITE WITNESS POST
 AJ3908'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3908'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3916 ***********************************************************************
 AJ3916  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3916  DESIGNATION -  3MQ1
 AJ3916  PID         -  AJ3916
 AJ3916  STATE/COUNTY-  AZ/MARICOPA
 AJ3916  USGS QUAD   -  SENTINEL (1986)
 AJ3916
 AJ3916                         *CURRENT SURVEY CONTROL
 AJ3916  ___________________________________________________________________
 AJ3916* NAD 83(2007)-  32 52 23.17106(N)    113 07 40.53300(W)     ADJUSTED  
 AJ3916* NAVD 88     -       236.23   (meters)     775.0    (feet)  GPS OBS   
 AJ3916  ___________________________________________________________________
 AJ3916  EPOCH DATE  -        2007.00
 AJ3916  X           -  -2,106,232.432 (meters)                     COMP
 AJ3916  Y           -  -4,931,331.285 (meters)                     COMP
 AJ3916  Z           -   3,442,258.301 (meters)                     COMP
 AJ3916  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AJ3916  ELLIP HEIGHT-         204.492 (meters)          (02/10/07) ADJUSTED
 AJ3916  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AJ3916
 AJ3916  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3916  Type    PID    Designation                      North   East  Ellip
 AJ3916  -------------------------------------------------------------------
 AJ3916  NETWORK AJ3916 3MQ1                              0.65   0.55   1.04
 AJ3916  -------------------------------------------------------------------
 AJ3916
 AJ3916.The horizontal coordinates were established by GPS observations
 AJ3916.and adjusted by the National Geodetic Survey in February 2007.
 AJ3916
 AJ3916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3916.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3916.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3916.The epoch date for horizontal control is a decimal equivalence
 AJ3916.of Year/Month/Day.
 AJ3916
 AJ3916.The orthometric height was determined by GPS observations and a
 AJ3916.high-resolution geoid model.
 AJ3916.The orthometric height was determined by GPS observations and a
 AJ3916.high-resolution geoid model using precise GPS observation and
 AJ3916.processing techniques.
 AJ3916
 AJ3916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3916
 AJ3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3916
 AJ3916.The ellipsoidal height was determined by GPS observations
 AJ3916.and is referenced to NAD 83.
 AJ3916
 AJ3916.The geoid height was determined by GEOID03.
 AJ3916
 AJ3916;                    North         East     Units Scale Factor Converg.
 AJ3916;SPC AZ C     -   208,330.041   100,010.014   MT  1.00005837   -0 39 27.1
 AJ3916;SPC AZ C     -   683,497.51    328,116.84   iFT  1.00005837   -0 39 27.1
 AJ3916;UTM  12      - 3,639,226.469   300,915.018   MT  1.00008873   -1 09 19.4
 AJ3916
 AJ3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3916!SPC AZ C     -   0.99996790  x   1.00005837  =   1.00002626
 AJ3916!UTM  12      -   0.99996790  x   1.00008873  =   1.00005662
 AJ3916
 AJ3916                          SUPERSEDED SURVEY CONTROL
 AJ3916
 AJ3916  NAD 83(1992)-  32 52 23.17013(N)    113 07 40.53281(W) AD(       ) B
 AJ3916  ELLIP H (04/12/01)  204.527  (m)                       GP(       ) 3 2
 AJ3916
 AJ3916.Superseded values are not recommended for survey control.
 AJ3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3916.See file dsdata.txt to determine how the superseded data were derived.
 AJ3916
 AJ3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0091539226(NAD 83)
 AJ3916_MARKER: I = METAL ROD
 AJ3916_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3916+WITH SETTING: INFORMATION.
 AJ3916_STAMPING: 3MQ1 12-1999
 AJ3916_MARK LOGO: MCDOT 
 AJ3916_PROJECTION: FLUSH
 AJ3916_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3916+STABILITY: POSITION/ELEVATION WELL
 AJ3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3916+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3916_ROD/PIPE-DEPTH:  1.1 meters
 AJ3916_SLEEVE-DEPTH  :  0.8 meters
 AJ3916
 AJ3916  HISTORY     - Date     Condition        Report By
 AJ3916  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3916  HISTORY     - 20060128 GOOD             USPSQD
 AJ3916  HISTORY     - 20060128 GOOD             USPSQD
 AJ3916
 AJ3916                          STATION DESCRIPTION
 AJ3916
 AJ3916'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3916'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) EAST-NORTHEAST OF THE TOWN
 AJ3916'OF SENTINEL, TOWNSHIP 06 SOUTH, RANGE 09 WEST, SECTION 25
 AJ3916'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION
 AJ3916'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 AJ3916'87) , DRIVE EAST-NORTHEAST ON INTERSTATE 8 FOR APPROXIMATELY 5.0 MI
 AJ3916'(8.0 KM) TO MILEPOST 92, THENCE CONTINUE EAST-NORTHEAST ON INTERSTATE
 AJ3916'8 FOR 0.2 MI (0.3 KM) TO THE STATION ON YOUR RIGHT
 AJ3916'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3916'COMPRESSED ON A 3.5 FT (1.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3916'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3916'WITH A COUNTY LOGO ACCESS COVER STAMPED 3MQ1 12-1999, SURROUNDED WITH
 AJ3916'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3916'CARSONITE MARKER
 AJ3916'STATION TIES
 AJ3916'200 FT (61.0 M) SOUTH OF CENTERLINE OF EASTBOUND INTERSTATE 8
 AJ3916'5.4 FT (1.6 M) NORTH OF CARSONITE WITNESS POST
 AJ3916'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3916'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3916
 AJ3916                          STATION RECOVERY (2006)
 AJ3916
 AJ3916'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3916'RECOVERED AS DESCRIBED.
 AJ3916
 AJ3916                          STATION RECOVERY (2006)
 AJ3916
 AJ3916'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3916'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3917 ***********************************************************************
 AJ3917  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3917  DESIGNATION -  3MU2
 AJ3917  PID         -  AJ3917
 AJ3917  STATE/COUNTY-  AZ/MARICOPA
 AJ3917  USGS QUAD   -  AZTEC SE (1982)
 AJ3917
 AJ3917                         *CURRENT SURVEY CONTROL
 AJ3917  ___________________________________________________________________
 AJ3917* NAD 83(2007)-  32 51 18.04480(N)    113 19 04.23072(W)     ADJUSTED  
 AJ3917* NAVD 88     -       162.72   (meters)     533.9    (feet)  GPS OBS   
 AJ3917  ___________________________________________________________________
 AJ3917  EPOCH DATE  -        2007.00
 AJ3917  X           -  -2,122,972.934 (meters)                     COMP
 AJ3917  Y           -  -4,925,265.641 (meters)                     COMP
 AJ3917  Z           -   3,440,533.003 (meters)                     COMP
 AJ3917  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AJ3917  ELLIP HEIGHT-         130.683 (meters)          (02/10/07) ADJUSTED
 AJ3917  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AJ3917
 AJ3917  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3917  Type    PID    Designation                      North   East  Ellip
 AJ3917  -------------------------------------------------------------------
 AJ3917  NETWORK AJ3917 3MU2                              0.67   0.61   1.16
 AJ3917  -------------------------------------------------------------------
 AJ3917
 AJ3917.The horizontal coordinates were established by GPS observations
 AJ3917.and adjusted by the National Geodetic Survey in February 2007.
 AJ3917
 AJ3917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3917.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3917.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3917.The epoch date for horizontal control is a decimal equivalence
 AJ3917.of Year/Month/Day.
 AJ3917
 AJ3917.The orthometric height was determined by GPS observations and a
 AJ3917.high-resolution geoid model.
 AJ3917.The orthometric height was determined by GPS observations and a
 AJ3917.high-resolution geoid model using precise GPS observation and
 AJ3917.processing techniques.
 AJ3917
 AJ3917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3917
 AJ3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3917
 AJ3917.The ellipsoidal height was determined by GPS observations
 AJ3917.and is referenced to NAD 83.
 AJ3917
 AJ3917.The geoid height was determined by GEOID03.
 AJ3917
 AJ3917;                    North         East     Units Scale Factor Converg.
 AJ3917;SPC AZ C     -   206,543.680    82,209.618   MT  1.00011202   -0 45 37.0
 AJ3917;SPC AZ C     -   677,636.75    269,716.59   iFT  1.00011202   -0 45 37.0
 AJ3917;UTM  12      - 3,637,594.739   283,098.898   MT  1.00018013   -1 15 28.6
 AJ3917
 AJ3917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3917!SPC AZ C     -   0.99997948  x   1.00011202  =   1.00009150
 AJ3917!UTM  12      -   0.99997948  x   1.00018013  =   1.00015961
 AJ3917
 AJ3917                          SUPERSEDED SURVEY CONTROL
 AJ3917
 AJ3917  NAD 83(1992)-  32 51 18.04381(N)    113 19 04.23080(W) AD(       ) B
 AJ3917  ELLIP H (04/12/01)  130.717  (m)                       GP(       ) 3 2
 AJ3917
 AJ3917.Superseded values are not recommended for survey control.
 AJ3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3917.See file dsdata.txt to determine how the superseded data were derived.
 AJ3917
 AJ3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8309937595(NAD 83)
 AJ3917_MARKER: I = METAL ROD
 AJ3917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3917_STAMPING: 3MU2 11-1999
 AJ3917_MARK LOGO: MCDOT 
 AJ3917_PROJECTION: FLUSH
 AJ3917_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3917+STABILITY: POSITION/ELEVATION WELL
 AJ3917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3917+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3917_ROD/PIPE-DEPTH:  4.3 meters
 AJ3917_SLEEVE-DEPTH  :  0.8 meters
 AJ3917
 AJ3917  HISTORY     - Date     Condition        Report By
 AJ3917  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3917
 AJ3917                          STATION DESCRIPTION
 AJ3917
 AJ3917'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3917'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF THE TOWN OF
 AJ3917'SENTINEL, TOWNSHIP 07 SOUTH, RANGE 10 WEST, SECTION 5
 AJ3917'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3917'TO REACH THE STATION FROM INTERSTATE 8 AND SPOT INTERCHANGE (EXIT 78)
 AJ3917', DRIVE EAST ON THE NORTH FRONTAGE ROAD FOR 1.3 MI (2.1 KM) TO AVENUE
 AJ3917'76 EAST (A DIRT ROAD AND NO STREET SIGNS) (32 50 19N, 113 20 09W) ON
 AJ3917'YOUR LEFT (NORTH) , THENCE TURN LEFT (NORTH) ON TO AVENUE 76 EAST AND
 AJ3917'DRIVE 1.1 MI (1.8 KM) TO AN UNMARKED DIRT ROAD (32 51 19N, 113 20 07W)
 AJ3917'ON YOUR RIGHT (EAST) , THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND
 AJ3917'DRIVE 1.0 MI (1.6 KM) TO THE STATION ON YOUR RIGHT
 AJ3917'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3917'COMPRESSED ON A 14.0 FT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3917'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3917'WITH A COUNTY LOGO ACCESS COVER STAMPED 3MU2 11-1999, SURROUNDED WITH
 AJ3917'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3917'CARSONITE MARKER
 AJ3917'STATION TIES
 AJ3917'90 FT (27.4 M) SOUTHEAST OF G.L.O.  BRASS CAP SOUTHWEST CORNER SECTION
 AJ3917'32, TOWNSHIP 6 SOUTH, RANGE 10 WEST
 AJ3917'50 FT (15.2 M) SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3917'3.8 FT (1.2 M) NORTH OF CARSONITE WITNESS POST
 AJ3917'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3917'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3792 ***********************************************************************
 AJ3792  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3792  DESIGNATION -  3NB2
 AJ3792  PID         -  AJ3792
 AJ3792  STATE/COUNTY-  AZ/MARICOPA
 AJ3792  USGS QUAD   -  LOST HORSE PEAK (1979)
 AJ3792
 AJ3792                         *CURRENT SURVEY CONTROL
 AJ3792  ___________________________________________________________________
 AJ3792* NAD 83(2007)-  32 51 16.79926(N)    112 22 28.35992(W)     ADJUSTED  
 AJ3792* NAVD 88     -       537.76   (meters)    1764.3    (feet)  GPS OBS   
 AJ3792  ___________________________________________________________________
 AJ3792  EPOCH DATE  -        2007.00
 AJ3792  X           -  -2,041,729.348 (meters)                     COMP
 AJ3792  Y           -  -4,959,860.106 (meters)                     COMP
 AJ3792  Z           -   3,440,704.980 (meters)                     COMP
 AJ3792  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AJ3792  ELLIP HEIGHT-         507.102 (meters)          (02/10/07) ADJUSTED
 AJ3792  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AJ3792
 AJ3792  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3792  Type    PID    Designation                      North   East  Ellip
 AJ3792  -------------------------------------------------------------------
 AJ3792  NETWORK AJ3792 3NB2                              0.67   0.63   1.06
 AJ3792  -------------------------------------------------------------------
 AJ3792
 AJ3792.The horizontal coordinates were established by GPS observations
 AJ3792.and adjusted by the National Geodetic Survey in February 2007.
 AJ3792
 AJ3792.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3792.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3792.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3792.The epoch date for horizontal control is a decimal equivalence
 AJ3792.of Year/Month/Day.
 AJ3792
 AJ3792.The orthometric height was determined by GPS observations and a
 AJ3792.high-resolution geoid model.
 AJ3792.The orthometric height was determined by GPS observations and a
 AJ3792.high-resolution geoid model using precise GPS observation and
 AJ3792.processing techniques.
 AJ3792
 AJ3792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3792
 AJ3792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3792
 AJ3792.The ellipsoidal height was determined by GPS observations
 AJ3792.and is referenced to NAD 83.
 AJ3792
 AJ3792.The geoid height was determined by GEOID03.
 AJ3792
 AJ3792;                    North         East     Units Scale Factor Converg.
 AJ3792;SPC AZ C     -   205,728.106   170,503.933   MT  0.99992264   -0 14 54.3
 AJ3792;SPC AZ C     -   674,960.98    559,396.11   iFT  0.99992264   -0 14 54.3
 AJ3792;UTM  12      - 3,636,012.530   371,380.569   MT  0.99980398   -0 44 44.9
 AJ3792
 AJ3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3792!SPC AZ C     -   0.99992039  x   0.99992264  =   0.99984304
 AJ3792!UTM  12      -   0.99992039  x   0.99980398  =   0.99972439
 AJ3792
 AJ3792                          SUPERSEDED SURVEY CONTROL
 AJ3792
 AJ3792  NAD 83(1992)-  32 51 16.79808(N)    112 22 28.35952(W) AD(       ) B
 AJ3792  ELLIP H (04/12/01)  507.140  (m)                       GP(       ) 3 2
 AJ3792
 AJ3792.Superseded values are not recommended for survey control.
 AJ3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3792.See file dsdata.txt to determine how the superseded data were derived.
 AJ3792
 AJ3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7138136013(NAD 83)
 AJ3792_MARKER: I = METAL ROD
 AJ3792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3792_STAMPING: 3NB2 2000
 AJ3792_MARK LOGO: MCDOT 
 AJ3792_PROJECTION: FLUSH
 AJ3792_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3792+STABILITY: POSITION/ELEVATION WELL
 AJ3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3792+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3792_ROD/PIPE-DEPTH:  7.9 meters
 AJ3792_SLEEVE-DEPTH  :  0.8 meters
 AJ3792
 AJ3792  HISTORY     - Date     Condition        Report By
 AJ3792  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3792
 AJ3792                          STATION DESCRIPTION
 AJ3792
 AJ3792'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3792'THE STATION IN LOCATED APPROXIMATELY 43 MI (69.2 KM) SOUTHWEST OF THE
 AJ3792'CITY OF PHOENIX, 21 MI (33.8 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3792'BEND, TOWNSHIP 7 SOUTH, RANGE 1 WEST, SECTION 4
 AJ3792'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3792'TO REACH THE STATION FROM GILA BEND, DRIVE EAST ON INTERSTATE 8 TO
 AJ3792'MILE POST 137, THENCE CONTINUE EAST ON INTERSTATE 8 FOR 0.6 MI (1.0
 AJ3792'KM) TO THE STATION ON THE RIGHT (SOUTH) SIDE OF THE EASTBOUND LANES
 AJ3792'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3792'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 26 FOOT (7.9 M) STAINLESS
 AJ3792'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3792'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3792'STAMPED 3NB2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3792'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3792'STATION TIES
 AJ3792'THE STATION IS 75 FT (22.9 M) SOUTH OF THE EDGE OF PAVEMENT OF THE
 AJ3792'EASTBOUND LANES OF INTERSTATE 8
 AJ3792'3 FT.  (0.9 M) NORTH OF THE RIGHT-OF-WAY FENCE
 AJ3792'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3792'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3794 ***********************************************************************
 AJ3794  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3794  DESIGNATION -  3ND2
 AJ3794  PID         -  AJ3794
 AJ3794  STATE/COUNTY-  AZ/MARICOPA
 AJ3794  USGS QUAD   -  BIG HORN (1979)
 AJ3794
 AJ3794                         *CURRENT SURVEY CONTROL
 AJ3794  ___________________________________________________________________
 AJ3794* NAD 83(2007)-  32 50 29.59985(N)    112 27 30.17761(W)     ADJUSTED  
 AJ3794* NAVD 88     -       508.49   (meters)    1668.3    (feet)  GPS OBS   
 AJ3794  ___________________________________________________________________
 AJ3794  EPOCH DATE  -        2007.00
 AJ3794  X           -  -2,049,276.568 (meters)                     COMP
 AJ3794  Y           -  -4,957,573.331 (meters)                     COMP
 AJ3794  Z           -   3,439,467.395 (meters)                     COMP
 AJ3794  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AJ3794  ELLIP HEIGHT-         477.705 (meters)          (02/10/07) ADJUSTED
 AJ3794  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AJ3794
 AJ3794  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3794  Type    PID    Designation                      North   East  Ellip
 AJ3794  -------------------------------------------------------------------
 AJ3794  NETWORK AJ3794 3ND2                              0.53   0.49   1.06
 AJ3794  -------------------------------------------------------------------
 AJ3794
 AJ3794.The horizontal coordinates were established by GPS observations
 AJ3794.and adjusted by the National Geodetic Survey in February 2007.
 AJ3794
 AJ3794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3794.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3794.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3794.The epoch date for horizontal control is a decimal equivalence
 AJ3794.of Year/Month/Day.
 AJ3794
 AJ3794.The orthometric height was determined by GPS observations and a
 AJ3794.high-resolution geoid model.
 AJ3794.The orthometric height was determined by GPS observations and a
 AJ3794.high-resolution geoid model using precise GPS observation and
 AJ3794.processing techniques.
 AJ3794
 AJ3794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3794
 AJ3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3794
 AJ3794.The ellipsoidal height was determined by GPS observations
 AJ3794.and is referenced to NAD 83.
 AJ3794
 AJ3794.The geoid height was determined by GEOID03.
 AJ3794
 AJ3794;                    North         East     Units Scale Factor Converg.
 AJ3794;SPC AZ C     -   204,311.334   162,649.363   MT  0.99993170   -0 17 37.6
 AJ3794;SPC AZ C     -   670,312.78    533,626.52   iFT  0.99993170   -0 17 37.6
 AJ3794;UTM  12      - 3,634,664.135   363,514.866   MT  0.99982969   -0 47 27.7
 AJ3794
 AJ3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3794!SPC AZ C     -   0.99992500  x   0.99993170  =   0.99985671
 AJ3794!UTM  12      -   0.99992500  x   0.99982969  =   0.99975471
 AJ3794
 AJ3794                          SUPERSEDED SURVEY CONTROL
 AJ3794
 AJ3794  NAD 83(1992)-  32 50 29.59880(N)    112 27 30.17732(W) AD(       ) B
 AJ3794  ELLIP H (04/12/01)  477.740  (m)                       GP(       ) 3 2
 AJ3794
 AJ3794.Superseded values are not recommended for survey control.
 AJ3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3794.See file dsdata.txt to determine how the superseded data were derived.
 AJ3794
 AJ3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6351534664(NAD 83)
 AJ3794_MARKER: I = METAL ROD
 AJ3794_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3794+WITH SETTING: INFORMATION.
 AJ3794_STAMPING: 3ND2 11/99
 AJ3794_MARK LOGO: MCDOT 
 AJ3794_PROJECTION: FLUSH
 AJ3794_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3794+STABILITY: POSITION/ELEVATION WELL
 AJ3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3794+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3794_ROD/PIPE-DEPTH:  2.4 meters
 AJ3794_SLEEVE-DEPTH  :  0.8 meters
 AJ3794
 AJ3794  HISTORY     - Date     Condition        Report By
 AJ3794  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3794
 AJ3794                          STATION DESCRIPTION
 AJ3794
 AJ3794'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3794'THE STATION IS LOCATED APPROXIMATELY 47 MI (75.6 KM) SOUTHWEST OF THE
 AJ3794'CITY OF PHOENIX, 17 MI (27.4 KM) EAST SOUTHEAST OF THE TOWN OF GILA
 AJ3794'BEND, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SECTION 3
 AJ3794'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3794'TO REACH THE STATION FROM INTERSTATE 8 IN THE TOWN OF GILA BEND, DRIVE
 AJ3794'EAST ON INTERSTATE 8 TO MILE POST 133, THENCE CONTINUE EAST ON
 AJ3794'INTERSTATE 8 FOR 0.2 MI (0.3 KM) TO A DIRT ROAD ON THE RIGHT (SOUTH)
 AJ3794'SIDE OF THE EASTBOUND LANES OF INTERSTATE 8, THENCE PULL OFF THE
 AJ3794'INTERSTATE AND TURN RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE 0.2 MI
 AJ3794'(0.3 KM) TO A FORK IN THE ROAD, THENCE TAKE THE LEFT FORK AND CONTINUE
 AJ3794'DRIVING SOUTH FOR 1.3 MI (2.1 KM) TO ANOTHER FORK IN THE ROAD, THENCE
 AJ3794'TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 0.9 MI (1.4 KM) TO THE
 AJ3794'STATION ON THE LEFT (EAST) SIDE OF THE ROAD
 AJ3794'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3794'CENTER OF AN ALUMINUM CAP COMPRESSED ON AN 8 FOOT (2.4 M) ROD DRIVEN
 AJ3794'TO REFUSAL, ENCASED IN A GREASED PVC SLEEVE, ENCLOSED IN A 5 INCH PVC
 AJ3794'PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER STAMPED 3ND2 11/99,
 AJ3794'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A
 AJ3794'WHITE CARSONITE MARKER
 AJ3794'STATION TIES
 AJ3794'THE STATION IS 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3794'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3794'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3767 ***********************************************************************
 AJ3767  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3767  DESIGNATION -  3NH2
 AJ3767  PID         -  AJ3767
 AJ3767  STATE/COUNTY-  AZ/MARICOPA
 AJ3767  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 AJ3767
 AJ3767                         *CURRENT SURVEY CONTROL
 AJ3767  ___________________________________________________________________
 AJ3767* NAD 83(2007)-  32 50 18.11632(N)    112 38 48.87370(W)     ADJUSTED  
 AJ3767* NAVD 88     -       316.15   (meters)    1037.2    (feet)  GPS OBS   
 AJ3767  ___________________________________________________________________
 AJ3767  EPOCH DATE  -        2007.00
 AJ3767  X           -  -2,065,589.410 (meters)                     COMP
 AJ3767  Y           -  -4,950,831.127 (meters)                     COMP
 AJ3767  Z           -   3,439,065.611 (meters)                     COMP
 AJ3767  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AJ3767  ELLIP HEIGHT-         284.932 (meters)          (02/10/07) ADJUSTED
 AJ3767  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AJ3767
 AJ3767  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3767  Type    PID    Designation                      North   East  Ellip
 AJ3767  -------------------------------------------------------------------
 AJ3767  NETWORK AJ3767 3NH2                              0.53   0.47   1.29
 AJ3767  -------------------------------------------------------------------
 AJ3767
 AJ3767.The horizontal coordinates were established by GPS observations
 AJ3767.and adjusted by the National Geodetic Survey in February 2007.
 AJ3767
 AJ3767.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3767.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3767.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3767.The epoch date for horizontal control is a decimal equivalence
 AJ3767.of Year/Month/Day.
 AJ3767
 AJ3767.The orthometric height was determined by GPS observations and a
 AJ3767.high-resolution geoid model.
 AJ3767.The orthometric height was determined by GPS observations and a
 AJ3767.high-resolution geoid model using precise GPS observation and
 AJ3767.processing techniques.
 AJ3767
 AJ3767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3767
 AJ3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3767
 AJ3767.The ellipsoidal height was determined by GPS observations
 AJ3767.and is referenced to NAD 83.
 AJ3767
 AJ3767.The geoid height was determined by GEOID03.
 AJ3767
 AJ3767;                    North         East     Units Scale Factor Converg.
 AJ3767;SPC AZ C     -   204,063.839   144,998.380   MT  0.99995760   -0 23 45.6
 AJ3767;SPC AZ C     -   669,500.78    475,716.47   iFT  0.99995760   -0 23 45.6
 AJ3767;UTM  12      - 3,634,569.840   345,863.870   MT  0.99989295   -0 53 35.7
 AJ3767
 AJ3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3767!SPC AZ C     -   0.99995527  x   0.99995760  =   0.99991287
 AJ3767!UTM  12      -   0.99995527  x   0.99989295  =   0.99984822
 AJ3767
 AJ3767                          SUPERSEDED SURVEY CONTROL
 AJ3767
 AJ3767  NAD 83(1992)-  32 50 18.11534(N)    112 38 48.87356(W) AD(       ) B
 AJ3767  ELLIP H (04/12/01)  284.968  (m)                       GP(       ) 3 2
 AJ3767
 AJ3767.Superseded values are not recommended for survey control.
 AJ3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3767.See file dsdata.txt to determine how the superseded data were derived.
 AJ3767
 AJ3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4586434570(NAD 83)
 AJ3767_MARKER: I = METAL ROD
 AJ3767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3767_STAMPING: 3NH2 2000
 AJ3767_MARK LOGO: MCDOT 
 AJ3767_PROJECTION: FLUSH
 AJ3767_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3767+STABILITY: POSITION/ELEVATION WELL
 AJ3767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3767+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3767_ROD/PIPE-DEPTH:  4.3 meters
 AJ3767_SLEEVE-DEPTH  :  0.8 meters
 AJ3767
 AJ3767  HISTORY     - Date     Condition        Report By
 AJ3767  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3767
 AJ3767                          STATION DESCRIPTION
 AJ3767
 AJ3767'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3767'THE STATION IS LOCATED APPROXIMATELY 53 MI (85.3 KM) SOUTHWEST OF THE
 AJ3767'CITY OF PHOENIX, 9 MI (14.5 KM) SOUTH SOUTHEAST OF THE TOWN OF GILA
 AJ3767'BEND, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SECTION 11
 AJ3767'OWNERSHIP-BUREAU OF LAND MANAGEMENT
 AJ3767'TO REACH THE STATION FROM THE INTERSECTION (EXIT 119) OF INTERSTATE 8
 AJ3767'AND INTERSTATE BUSINESS LOOP JUST EAST OF GILA BEND, DRIVE SOUTH ON
 AJ3767'THE FRONTAGE ROAD (WHICH TURNS EAST AND SOUTH AGAIN) FOR 0.7 MI (1.1
 AJ3767'KM) TO A CATTLE GUARD WHERE THE PAVEMENT ENDS, THENCE CONTINUE SOUTH
 AJ3767'OVER THE CATTLE GUARD FOR 3.2 MI (5.1 KM) TO A POINT WHERE THE ROAD
 AJ3767'BENDS TOWARD THE SOUTHEAST, THENCE CONTINUE SOUTHEAST FOR 1.6 MI (2.6
 AJ3767'KM) TO A GATE IN A FENCE LINE AT NINE MILE WELL, THENCE DRIVE THROUGH
 AJ3767'THE GATE AND DRIVE SOUTHEAST FOR 0.1 MI (0.2 KM) THROUGH 2 MORE GATES,
 AJ3767'THENCE DRIVE 1.1 MI (1.8 KM) SOUTH SOUTHEAST TO THE STATION ON THE
 AJ3767'LEFT (EAST) SIDE OF THE ROAD
 AJ3767'MONUMENT DESCRIPTION-THE STATION IS MARKED BY A PUNCH HOLE IN THE TOP
 AJ3767'CENTER OF AN ALUMINUM CAP COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS
 AJ3767'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE,
 AJ3767'ENCLOSED IN A 5 INCH PVC PIPE WITH A MARICOPA COUNTY LOGO ACCESS COVER
 AJ3767'STAMPED 3NH2 2000, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 AJ3767'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3767'STATION TIES
 AJ3767'THE STATION IS 40 FT (12.2 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3767'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, VISIT
 AJ3767'WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3907 ***********************************************************************
 AJ3907  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3907  DESIGNATION -  3NN3
 AJ3907  PID         -  AJ3907
 AJ3907  STATE/COUNTY-  AZ/MARICOPA
 AJ3907  USGS QUAD   -  SOUTH OF THEBA (1986)
 AJ3907
 AJ3907                         *CURRENT SURVEY CONTROL
 AJ3907  ___________________________________________________________________
 AJ3907* NAD 83(2007)-  32 49 40.80078(N)    112 56 11.65161(W)     ADJUSTED  
 AJ3907* NAVD 88     -       236.45   (meters)     775.8    (feet)  GPS OBS   
 AJ3907  ___________________________________________________________________
 AJ3907  EPOCH DATE  -        2007.00
 AJ3907  X           -  -2,090,808.695 (meters)                     COMP
 AJ3907  Y           -  -4,940,837.374 (meters)                     COMP
 AJ3907  Z           -   3,438,056.297 (meters)                     COMP
 AJ3907  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3907  ELLIP HEIGHT-         204.939 (meters)          (02/10/07) ADJUSTED
 AJ3907  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AJ3907
 AJ3907  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3907  Type    PID    Designation                      North   East  Ellip
 AJ3907  -------------------------------------------------------------------
 AJ3907  NETWORK AJ3907 3NN3                              0.47   0.39   0.96
 AJ3907  -------------------------------------------------------------------
 AJ3907
 AJ3907.The horizontal coordinates were established by GPS observations
 AJ3907.and adjusted by the National Geodetic Survey in February 2007.
 AJ3907
 AJ3907.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3907.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3907.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3907.The epoch date for horizontal control is a decimal equivalence
 AJ3907.of Year/Month/Day.
 AJ3907
 AJ3907.The orthometric height was determined by GPS observations and a
 AJ3907.high-resolution geoid model.
 AJ3907.The orthometric height was determined by GPS observations and a
 AJ3907.high-resolution geoid model using precise GPS observation and
 AJ3907.processing techniques.
 AJ3907
 AJ3907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3907
 AJ3907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3907
 AJ3907.The ellipsoidal height was determined by GPS observations
 AJ3907.and is referenced to NAD 83.
 AJ3907
 AJ3907.The geoid height was determined by GEOID03.
 AJ3907
 AJ3907;                    North         East     Units Scale Factor Converg.
 AJ3907;SPC AZ C     -   203,138.944   117,869.713   MT  1.00001240   -0 33 10.6
 AJ3907;SPC AZ C     -   666,466.35    386,711.66   iFT  1.00001240   -0 33 10.6
 AJ3907;UTM  12      - 3,633,880.425   318,729.174   MT  1.00000518   -1 03 00.5
 AJ3907
 AJ3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3907!SPC AZ C     -   0.99996782  x   1.00001240  =   0.99998022
 AJ3907!UTM  12      -   0.99996782  x   1.00000518  =   0.99997300
 AJ3907
 AJ3907                          SUPERSEDED SURVEY CONTROL
 AJ3907
 AJ3907  NAD 83(1992)-  32 49 40.79981(N)    112 56 11.65163(W) AD(       ) B
 AJ3907  ELLIP H (04/12/01)  204.978  (m)                       GP(       ) 3 2
 AJ3907
 AJ3907.Superseded values are not recommended for survey control.
 AJ3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3907.See file dsdata.txt to determine how the superseded data were derived.
 AJ3907
 AJ3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1872933880(NAD 83)
 AJ3907_MARKER: I = METAL ROD
 AJ3907_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3907_STAMPING: 3NN3 1999
 AJ3907_MARK LOGO: MCDOT 
 AJ3907_PROJECTION: FLUSH
 AJ3907_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3907+STABILITY: POSITION/ELEVATION WELL
 AJ3907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3907+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3907_ROD/PIPE-DEPTH:  4.1 meters
 AJ3907_SLEEVE-DEPTH  :  0.8 meters
 AJ3907
 AJ3907  HISTORY     - Date     Condition        Report By
 AJ3907  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3907
 AJ3907                          STATION DESCRIPTION
 AJ3907
 AJ3907'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3907'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTHWEST OF THE TOWN OF
 AJ3907'GILA BEND, TOWNSHIP 07 SOUTH, RANGE 07 WEST, SECTION 12
 AJ3907'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3907'TO REACH THE STATION FROM INTERSTATE 8 AND CITRUS VALLEY ROAD
 AJ3907'INTERCHANGE (EXIT 111) , DRIVE WEST ON THE SOUTH FRONTAGE ROAD FOR 3.2
 AJ3907'MI (5.1 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (SOUTH) , THENCE
 AJ3907'TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 400 FT (121.9 M) TO THE
 AJ3907'SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE SOUTH ON DIRT ROAD
 AJ3907'FOR 100 FT (30.5 M) TO AN UNMARKED DIRT ROAD, THENCE TURN RIGHT (WEST)
 AJ3907'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO AN UNMARKED DIRT ROAD ON
 AJ3907'YOUR LEFT (SOUTH) (A WELL SITE IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ3907'THE INTERSECTION) , THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3907'4.7 MI (7.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (WEST) (A WELL
 AJ3907'SITE IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION) , THENCE
 AJ3907'CONTINUE SOUTH ON DIRT ROAD FOR 1.3 MI (2.1 KM) TO A BEND IN DIRT ROAD
 AJ3907'TO THE SOUTHWEST, THENCE CONTINUE SOUTHWEST ON DIRT ROAD FOR 0.8 MI
 AJ3907'(1.3 KM) TO A BEND IN DIRT ROAD TO THE WEST, THENCE CONTINUE WEST ON
 AJ3907'DIRT ROAD FOR 1.0 MI (1.6 KM) TO A HOUSE ON RIGHT (NORTH) SIDE OF DIRT
 AJ3907'ROAD, THENCE CONTINUE WEST ON DIRT ROAD FOR 0.5 MI (0.8 KM) TO AN
 AJ3907'UNMARKED DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND
 AJ3907'DRIVE 0.4 MI (0.6 KM) TO AN UNMARKED DIRT ROAD ON YOUR LEFT (WEST) ,
 AJ3907'THENCE TURN LEFT (SOUTHWEST) ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM)
 AJ3907'TO A JEEP TRAIL, THENCE TURN RIGHT (NORTHWESTERLY) ON TO JEEP TRAIL
 AJ3907'(REQUIRES 4 WHEEL DRIVE VEHICLE) AND DRIVE 1.5 MI (2.4 KM) TO THE
 AJ3907'STATION ON YOUR RIGHT
 AJ3907'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3907'COMPRESSED ON A 13.3 FOOT (4.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3907'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3907'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 3NN3 1999, SURROUNDED
 AJ3907'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3907'CARSONITE MARKER
 AJ3907'STATION TIES
 AJ3907'4.5 FT (1.4 M) WEST OF CARSONITE WITNESS POST
 AJ3907'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3907'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3918 ***********************************************************************
 AJ3918  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3918  DESIGNATION -  3NT3
 AJ3918  PID         -  AJ3918
 AJ3918  STATE/COUNTY-  AZ/MARICOPA
 AJ3918  USGS QUAD   -  AZTEC SE (1982)
 AJ3918
 AJ3918                         *CURRENT SURVEY CONTROL
 AJ3918  ___________________________________________________________________
 AJ3918* NAD 83(2007)-  32 48 41.10683(N)    113 17 02.29719(W)     ADJUSTED  
 AJ3918* NAVD 88     -       183.77   (meters)     602.9    (feet)  GPS OBS   
 AJ3918  ___________________________________________________________________
 AJ3918  EPOCH DATE  -        2007.00
 AJ3918  X           -  -2,121,104.192 (meters)                     COMP
 AJ3918  Y           -  -4,928,943.930 (meters)                     COMP
 AJ3918  Z           -   3,436,482.039 (meters)                     COMP
 AJ3918  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AJ3918  ELLIP HEIGHT-         151.770 (meters)          (02/10/07) ADJUSTED
 AJ3918  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 AJ3918
 AJ3918  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3918  Type    PID    Designation                      North   East  Ellip
 AJ3918  -------------------------------------------------------------------
 AJ3918  NETWORK AJ3918 3NT3                              0.67   0.61   1.16
 AJ3918  -------------------------------------------------------------------
 AJ3918
 AJ3918.The horizontal coordinates were established by GPS observations
 AJ3918.and adjusted by the National Geodetic Survey in February 2007.
 AJ3918
 AJ3918.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3918.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3918.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3918.The epoch date for horizontal control is a decimal equivalence
 AJ3918.of Year/Month/Day.
 AJ3918
 AJ3918.The orthometric height was determined by GPS observations and a
 AJ3918.high-resolution geoid model.
 AJ3918.The orthometric height was determined by GPS observations and a
 AJ3918.high-resolution geoid model using precise GPS observation and
 AJ3918.processing techniques.
 AJ3918
 AJ3918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3918
 AJ3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3918
 AJ3918.The ellipsoidal height was determined by GPS observations
 AJ3918.and is referenced to NAD 83.
 AJ3918
 AJ3918.The geoid height was determined by GEOID03.
 AJ3918
 AJ3918;                    North         East     Units Scale Factor Converg.
 AJ3918;SPC AZ C     -   201,667.402    85,317.584   MT  1.00010210   -0 44 27.6
 AJ3918;SPC AZ C     -   661,638.46    279,913.33   iFT  1.00010210   -0 44 27.6
 AJ3918;UTM  12      - 3,632,691.346   286,164.615   MT  1.00016385   -1 14 17.2
 AJ3918
 AJ3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3918!SPC AZ C     -   0.99997617  x   1.00010210  =   1.00007827
 AJ3918!UTM  12      -   0.99997617  x   1.00016385  =   1.00014002
 AJ3918
 AJ3918                          SUPERSEDED SURVEY CONTROL
 AJ3918
 AJ3918  NAD 83(1992)-  32 48 41.10584(N)    113 17 02.29723(W) AD(       ) B
 AJ3918  ELLIP H (04/12/01)  151.806  (m)                       GP(       ) 3 2
 AJ3918
 AJ3918.Superseded values are not recommended for survey control.
 AJ3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3918.See file dsdata.txt to determine how the superseded data were derived.
 AJ3918
 AJ3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8616532691(NAD 83)
 AJ3918_MARKER: I = METAL ROD
 AJ3918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3918_STAMPING: 3NT3 11-1999
 AJ3918_MARK LOGO: MCDOT 
 AJ3918_PROJECTION: FLUSH
 AJ3918_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3918+STABILITY: POSITION/ELEVATION WELL
 AJ3918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3918+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3918_ROD/PIPE-DEPTH:  4.9 meters
 AJ3918_SLEEVE-DEPTH  :  0.8 meters
 AJ3918
 AJ3918  HISTORY     - Date     Condition        Report By
 AJ3918  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3918
 AJ3918                          STATION DESCRIPTION
 AJ3918
 AJ3918'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3918'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3918'SENTINEL, TOWNSHIP 07 SOUTH, RANGE 10 WEST, SECTION 16
 AJ3918'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3918'TO REACH THE STATION FROM INTERSTATE 8 AND SPOT INTERCHANGE (EXIT 78)
 AJ3918', DRIVE EAST ON THE SOUTH FRONTAGE ROAD FOR 0.3 MI (0.5 KM) TO AVENUE
 AJ3918'75 EAST (A GRADED DIRT ROAD AND NO STREET SIGNS) ON YOUR RIGHT (SOUTH
 AJ3918') , THENCE TURN RIGHT (SOUTH) ON TO AVENUE 75 EAST AND DRIVE 125 FT
 AJ3918'(38.1 M) TO THE SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE
 AJ3918'SOUTH ON AVENUE 75 EAST FOR 125 FT (38.1 M) TO AN UNMARKED DIRT ROAD
 AJ3918'ON YOUR LEFT (EAST) , THENCE TURN LEFT (EAST) ON TO DIRT ROAD AND
 AJ3918'DRIVE 1.0 MI (1.6 KM) TO A BARBED WIRE FENCE AND GATE (LAT 32 50 15N,
 AJ3918'LONG 113 20 06W) , THENCE CONTINUE ON DIRT ROAD THROUGH GATE AND DRIVE
 AJ3918'EAST FOR 0.9 MI (1.4 KM) TO A Y IN THE ROAD (LAT 32 50 20N, LONG 113
 AJ3918'19 16W),THENCE VEER RIGHT AND CONTINUE SOUTHEASTERLY ON DIRT ROAD FOR
 AJ3918'3.3 MI (5.3 KM) TO THE STATION ON YOUR RIGHT
 AJ3918'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3918'COMPRESSED ON A 16.0 FT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3918'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3918'WITH A COUNTY LOGO ACCESS COVER STAMPED 3NT3 11-1999, SURROUNDED WITH
 AJ3918'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3918'CARSONITE MARKER
 AJ3918'STATION TIES
 AJ3918'85 FT (25.9 M) WEST OF CENTERLINE OF DIRT ROAD
 AJ3918'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3918'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3919 ***********************************************************************
 AJ3919  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3919  DESIGNATION -  3OU3
 AJ3919  PID         -  AJ3919
 AJ3919  STATE/COUNTY-  AZ/MARICOPA
 AJ3919  USGS QUAD   -  AZTEC SE (1982)
 AJ3919
 AJ3919                         *CURRENT SURVEY CONTROL
 AJ3919  ___________________________________________________________________
 AJ3919* NAD 83(2007)-  32 46 28.58531(N)    113 19 04.67148(W)     ADJUSTED  
 AJ3919* NAVD 88     -       171.90   (meters)     564.0    (feet)  GPS OBS   
 AJ3919  ___________________________________________________________________
 AJ3919  EPOCH DATE  -        2007.00
 AJ3919  X           -  -2,124,899.369 (meters)                     COMP
 AJ3919  Y           -  -4,929,705.963 (meters)                     COMP
 AJ3919  Z           -   3,433,043.688 (meters)                     COMP
 AJ3919  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AJ3919  ELLIP HEIGHT-         139.860 (meters)          (02/10/07) ADJUSTED
 AJ3919  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AJ3919
 AJ3919  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3919  Type    PID    Designation                      North   East  Ellip
 AJ3919  -------------------------------------------------------------------
 AJ3919  NETWORK AJ3919 3OU3                              0.41   0.37   1.08
 AJ3919  -------------------------------------------------------------------
 AJ3919
 AJ3919.The horizontal coordinates were established by GPS observations
 AJ3919.and adjusted by the National Geodetic Survey in February 2007.
 AJ3919
 AJ3919.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3919.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3919.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3919.The epoch date for horizontal control is a decimal equivalence
 AJ3919.of Year/Month/Day.
 AJ3919
 AJ3919.The orthometric height was determined by GPS observations and a
 AJ3919.high-resolution geoid model.
 AJ3919.The orthometric height was determined by GPS observations and a
 AJ3919.high-resolution geoid model using precise GPS observation and
 AJ3919.processing techniques.
 AJ3919
 AJ3919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3919
 AJ3919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3919
 AJ3919.The ellipsoidal height was determined by GPS observations
 AJ3919.and is referenced to NAD 83.
 AJ3919
 AJ3919.The geoid height was determined by GEOID03.
 AJ3919
 AJ3919;                    North         East     Units Scale Factor Converg.
 AJ3919;SPC AZ C     -   197,626.561    82,079.944   MT  1.00011245   -0 45 31.3
 AJ3919;SPC AZ C     -   648,381.11    269,291.15   iFT  1.00011245   -0 45 31.3
 AJ3919;UTM  12      - 3,628,678.470   282,891.843   MT  1.00018125   -1 15 19.0
 AJ3919
 AJ3919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3919!SPC AZ C     -   0.99997804  x   1.00011245  =   1.00009049
 AJ3919!UTM  12      -   0.99997804  x   1.00018125  =   1.00015929
 AJ3919
 AJ3919                          SUPERSEDED SURVEY CONTROL
 AJ3919
 AJ3919  NAD 83(1992)-  32 46 28.58434(N)    113 19 04.67166(W) AD(       ) B
 AJ3919  ELLIP H (04/12/01)  139.895  (m)                       GP(       ) 3 2
 AJ3919
 AJ3919.Superseded values are not recommended for survey control.
 AJ3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3919.See file dsdata.txt to determine how the superseded data were derived.
 AJ3919
 AJ3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8289228678(NAD 83)
 AJ3919_MARKER: I = METAL ROD
 AJ3919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3919_STAMPING: 3OU3 11-1999
 AJ3919_MARK LOGO: MCDOT 
 AJ3919_PROJECTION: FLUSH
 AJ3919_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3919+STABILITY: POSITION/ELEVATION WELL
 AJ3919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3919+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3919_ROD/PIPE-DEPTH:  4.3 meters
 AJ3919_SLEEVE-DEPTH  :  0.8 meters
 AJ3919
 AJ3919  HISTORY     - Date     Condition        Report By
 AJ3919  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3919
 AJ3919                          STATION DESCRIPTION
 AJ3919
 AJ3919'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3919'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF THE TOWN OF
 AJ3919'SENTINEL, TOWNSHIP 07 SOUTH, RANGE 10 WEST, SECTION 31
 AJ3919'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3919'TO REACH THE STATION FROM INTERSTATE 8 AND SPOT INTERCHANGE (EXIT 78)
 AJ3919', DRIVE EAST ON THE SOUTH FRONTAGE ROAD FOR 0.3 MI (0.5 KM) TO AVENUE
 AJ3919'75 EAST (A GRADED DIRT ROAD AND NO STREET SIGNS) ON YOUR RIGHT (SOUTH
 AJ3919') , THENCE TURN RIGHT (SOUTH) ON TO AVENUE 75 EAST AND DRIVE 125 FT
 AJ3919'(38.1 M) TO THE SOUTHERN PACIFIC RAILROAD TRACKS, THENCE CONTINUE
 AJ3919'SOUTH ON AVENUE 75 EAST FOR 3.5 MI (5.6 KM) TO COUNTY 3RD STREET (A
 AJ3919'GRADED DIRT ROAD AND NO STREET SIGNS) , THENCE TURN LEFT (EAST) ON TO
 AJ3919'COUNTY 3RD STREET AND DRIVE 1.0 MI (1.6 KM) TO AN UNMARKED DIRT ROAD,
 AJ3919'THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO
 AJ3919'A UNMARKED DIRT ROAD WITH A GATE ON YOUR LEFT (32 46 28N, 113 20 06W)
 AJ3919', THENCE TURN LEFT (EAST) ON TO DIRT ROAD THROUGH GATE AND DRIVE 1.0
 AJ3919'MI (1.6 KM) TO THE STATION ON YOUR LEFT
 AJ3919'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3919'COMPRESSED ON A 14.0 FT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3919'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3919'WITH A COUNTY LOGO ACCESS COVER STAMPED 3OU3 11-1999, SURROUNDED WITH
 AJ3919'A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3919'CARSONITE MARKER
 AJ3919'STATION TIES
 AJ3919'50 FT (15.2 M) NORTH OF CENTERLINE OF DIRT ROAD
 AJ3919'3.4 FT (1.0 M) EAST OF CARSONITE WITNESS POST
 AJ3919'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3919'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1513 ***********************************************************************
 CZ1513  DESIGNATION -  4
 CZ1513  PID         -  CZ1513
 CZ1513  STATE/COUNTY-  AZ/PINAL
 CZ1513  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1513
 CZ1513                         *CURRENT SURVEY CONTROL
 CZ1513  ___________________________________________________________________
 CZ1513* NAD 83(2007)-  32 49 41.66656(N)    111 42 15.10991(W)     ADJUSTED  
 CZ1513* NAVD 88     -       452.113  (meters)    1483.31   (feet)  READJUSTED
 CZ1513  ___________________________________________________________________
 CZ1513  EPOCH DATE  -        2007.00
 CZ1513  X           -  -1,984,123.089 (meters)                     COMP
 CZ1513  Y           -  -4,984,818.193 (meters)                     COMP
 CZ1513  Z           -   3,438,196.377 (meters)                     COMP
 CZ1513  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 CZ1513  ELLIP HEIGHT-         421.989 (meters)          (04/23/08) ADJUSTED
 CZ1513  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1513  DYNAMIC HT  -         451.560 (meters)    1481.49  (feet)  COMP
 CZ1513  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 CZ1513  OBS GRAVITY -     979,396.2   (mgal)                       GRAV_OBS
 CZ1513
 CZ1513  HORZ ORDER  -  B
 CZ1513  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1513  ELLP ORDER  -  FOURTH    CLASS I
 CZ1513
 CZ1513.The horizontal coordinates were established by GPS observations
 CZ1513.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ1513
 CZ1513.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1513.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1513.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1513.The epoch date for horizontal control is a decimal equivalence
 CZ1513.of Year/Month/Day.
 CZ1513
 CZ1513.The orthometric height was determined by differential leveling
 CZ1513.and adjusted in April 1999.
 CZ1513.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1513.mark was located on a no-check spur therefore a value was not computed.
 CZ1513.The height was derived from older observations constrained to new
 CZ1513.heights in a crustal motion area.  The height is approximate in
 CZ1513.relation to other heights in its vicinity.
 CZ1513.No vertical observational check was made to the station.
 CZ1513
 CZ1513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1513
 CZ1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1513
 CZ1513.The ellipsoidal height was determined by GPS observations
 CZ1513.and is referenced to NAD 83.
 CZ1513
 CZ1513.The geoid height was determined by GEOID03.
 CZ1513
 CZ1513.The dynamic height is computed by dividing the NAVD 88
 CZ1513.geopotential number by the normal gravity value computed on the
 CZ1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1513.degrees latitude (g = 980.6199 gals.).
 CZ1513
 CZ1513.The modeled gravity was interpolated from observed gravity values.
 CZ1513.The observed gravity was obtained from relative gravimeter ties
 CZ1513.to the IGSN71 gravity network.
 CZ1513
 CZ1513;                    North         East     Units Scale Factor Converg.
 CZ1513;SPC AZ C     -   202,724.834   233,252.368   MT  0.99990488   +0 06 54.7
 CZ1513;SPC AZ C     -   665,107.72    765,263.67   iFT  0.99990488   +0 06 54.7
 CZ1513;UTM  12      - 3,632,465.544   434,088.978   MT  0.99965357   -0 22 54.4
 CZ1513
 CZ1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1513!SPC AZ C     -   0.99993375  x   0.99990488  =   0.99983864
 CZ1513!UTM  12      -   0.99993375  x   0.99965357  =   0.99958734
 CZ1513
 CZ1513                          SUPERSEDED SURVEY CONTROL
 CZ1513
 CZ1513  NAVD 88 (06/15/91)  452.120  (m)         1483.33   (f) UNKNOWN     1 2
 CZ1513
 CZ1513.Superseded values are not recommended for survey control.
 CZ1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1513.See file dsdata.txt to determine how the superseded data were derived.
 CZ1513
 CZ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3408932466(NAD 83)
 CZ1513_MARKER: DD = SURVEY DISK
 CZ1513_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1513_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1513_STAMPING: BM-4 1970 USA TOPO COM
 CZ1513_MARK LOGO: USACE 
 CZ1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1513+STABILITY: POSITION/ELEVATION WELL
 CZ1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1513+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 CZ1513
 CZ1513  HISTORY     - Date     Condition        Report By
 CZ1513  HISTORY     - 1970     MONUMENTED       USE
 CZ1513  HISTORY     - 1980     GOOD             NGS
 CZ1513  HISTORY     - 1984     GOOD             NGS
 CZ1513  HISTORY     - 19911205 GOOD             NGS
 CZ1513  HISTORY     - 20060725 GOOD             MHD
 CZ1513  HISTORY     - 20060831 GOOD             MHSKA
 CZ1513
 CZ1513                          STATION DESCRIPTION
 CZ1513
 CZ1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1513'11.6 KM SE FROM CASA GRANDE.
 CZ1513'THE MARK IS 1 M ABOVE THE TRAIL ROAD.
 CZ1513'8.1 KILOMETERS (5.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1513'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 1.3 KILOMETERS
 CZ1513'(0.8 MILE) SOUTH ALONG INTERSTATE HIGHWAY 10 TO THE INTERSTATE
 CZ1513'HIGHWAY 8 ON-RAMP, THENCE 0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG
 CZ1513'THE ON-RAMP, THENCE 1.7 KILOMETERS (1.05 MILES) NORTHWEST ALONG
 CZ1513'INTERSTATE 8, SET IN TOP OF METAMORPHIC ROCK OUTCROP ON THE NORTHWEST
 CZ1513'SLOPE AT THE NORTHWEST POINT OF THE MOUNTAIN, 0.25 KILOMETER (0.15
 CZ1513'MILE) SOUTH OF THE EASTBOUND REST AREA OF INTERSTATE 8, 0.2 KILOMETER
 CZ1513'(0.1 MILE) SOUTHEAST OF A POWER LINE CROSSING THE TRAIL ROAD, 113
 CZ1513'METERS (371 FEET) SOUTHWEST OF THE EASTBOUND CENTERLINE OF INTERSTATE
 CZ1513'8, 47.5 METERS (156 FEET) NORTHWEST OF THE JUNCTION OF THE TRAIL
 CZ1513'ROAD AND A ROAD LEADING TO THE TOP OF THE MOUNTAIN, 15.4 METERS
 CZ1513'(50 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 12.9 METERS
 CZ1513'(42.3 FEET) SOUTHWEST OF THE TRAIL ROAD AND 7.5 METERS (24.6 FEET)
 CZ1513'NORTH OF AND 2 METERS (6.5 FEET) BELOW A ROCK OUTCROP FACE WITH
 CZ1513'B.M. PAINTED ON IT.
 CZ1513
 CZ1513                          STATION RECOVERY (1984)
 CZ1513
 CZ1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1513'RECOVERED IN GOOD CONDITION.
 CZ1513
 CZ1513                          STATION RECOVERY (1991)
 CZ1513
 CZ1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1513'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1513'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1513'BOULEVARD) IN CASA GRANDE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG
 CZ1513'INTERSTATE HIGHWAY 10, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG
 CZ1513'INTERSTATE HIGHWAY 8, NEAR THE CENTER OF A 5 BY 5-FOOT AREA OF
 CZ1513'OUTCROPPING BEDROCK ALONG THE NORTHWEST SLOPE OF A SMALL HILL, 0.2 KM
 CZ1513'(0.10 MI) SOUTHEAST OF A POWERLINE CROSSING, 113.0 M (370.7 FT)
 CZ1513'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 CZ1513'100.0 M (328.1 FT) SOUTH OF THE CENTER OF AN EXIT ROAD OF AN
 CZ1513'ABANDONED REST AREA, 47.5 M (155.8 FT) NORTHWEST OF THE CENTER OF A
 CZ1513'DIRT ROAD LEADING UP THE SOUTHEAST SLOPE OF THE HILL, 15.4 M (50.5
 CZ1513'FT) SOUTHWEST OF A FENCE, 12.9 M (42.3 FT) SOUTHWEST OF THE CENTER OF
 CZ1513'A GRAVELED ROAD, 7.5 M (24.6 FT) NORTH OF A VERTICAL OUTCROP WITH THE
 CZ1513'PAINTED LETTERS BM, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 CZ1513'HIGHWAY.
 CZ1513
 CZ1513                          STATION RECOVERY (2006)
 CZ1513
 CZ1513'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (JHD)
 CZ1513'RECOVERED IN GOOD CONDITION.
 CZ1513
 CZ1513                          STATION RECOVERY (2006)
 CZ1513
 CZ1513'RECOVERY NOTE BY MCAFEE HENDERSON AND STRICK INC KS 2006 (MHD)
 CZ1513'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0776 ***********************************************************************
 ET0776  DESIGNATION -  4
 ET0776  PID         -  ET0776
 ET0776  STATE/COUNTY-  AZ/MOHAVE
 ET0776  USGS QUAD   -  ALAMO DAM (1990)
 ET0776
 ET0776                         *CURRENT SURVEY CONTROL
 ET0776  ___________________________________________________________________
 ET0776* NAD 83(1986)-  34 13 58.     (N)    113 36 12.     (W)     SCALED    
 ET0776* NAVD 88     -       386.455  (meters)    1267.89   (feet)  ADJUSTED  
 ET0776  ___________________________________________________________________
 ET0776  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0776  DYNAMIC HT  -         386.027 (meters)    1266.49  (feet)  COMP
 ET0776  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 ET0776
 ET0776  VERT ORDER  -  FIRST     CLASS II
 ET0776
 ET0776.The horizontal coordinates were scaled from a topographic map and have
 ET0776.an estimated accuracy of +/- 6 seconds.
 ET0776
 ET0776.The orthometric height was determined by differential leveling
 ET0776.and adjusted in June 1991.
 ET0776
 ET0776.The geoid height was determined by GEOID03.
 ET0776
 ET0776.The dynamic height is computed by dividing the NAVD 88
 ET0776.geopotential number by the normal gravity value computed on the
 ET0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0776.degrees latitude (g = 980.6199 gals.).
 ET0776
 ET0776.The modeled gravity was interpolated from observed gravity values.
 ET0776
 ET0776;                    North         East    Units  Estimated Accuracy
 ET0776;SPC AZ W     -   358,490.      226,870.      MT  (+/- 180 meters Scaled)
 ET0776
 ET0776                          SUPERSEDED SURVEY CONTROL
 ET0776
 ET0776.No superseded survey control is available for this station.
 ET0776
 ET0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC602910(NAD 83)
 ET0776_MARKER: DB = BENCH MARK DISK
 ET0776_SETTING: 66 = SET IN ROCK OUTCROP
 ET0776_SP_SET: ROCK OUTCROP
 ET0776_STAMPING: BM 4 LA DIST 1968
 ET0776_MARK LOGO: USE   
 ET0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0776+STABILITY: POSITION/ELEVATION WELL
 ET0776
 ET0776  HISTORY     - Date     Condition        Report By
 ET0776  HISTORY     - 1968     MONUMENTED       USE
 ET0776  HISTORY     - 1981     GOOD             NGS
 ET0776
 ET0776                          STATION DESCRIPTION
 ET0776
 ET0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0776'0.3 KM (0.2 MI) NORTH FROM ALAMO LAKE.
 ET0776'0.3 KM (0.2 MI) NORTH ACROSS ALAMO DAM FROM THE SOUTHEAST END, SET IN
 ET0776'TOP OF A ROCK OUTCROP AT THE NORTHWEST END OF THE DAM, 19.8 METERS
 ET0776'(65.0 FT) SOUTHWEST OF THE CENTERLINE OF THE DAM ROAD, 6.4 METERS
 ET0776'(21.0 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD LEADING TO THE
 ET0776'SPILLWAY, 5.5 METERS (18.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF
 ET0776'A STEEL GUARDRAIL ON THE SOUTHWEST SIDE OF THE DAM, 1.9 METERS (6.2
 ET0776'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF A ROUGH CONCRETE GUTTER DOWN
 ET0776'THE SOUTHWEST FACE OF THE DAM.
 ET0776'THE MARK IS 0.6 M BELOW THE TOP OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0069 ***********************************************************************
 GQ0069  DESIGNATION -  4
 GQ0069  PID         -  GQ0069
 GQ0069  STATE/COUNTY-  AZ/MOHAVE
 GQ0069  USGS QUAD   -  MEADVIEW NORTH (1984)
 GQ0069
 GQ0069                         *CURRENT SURVEY CONTROL
 GQ0069  ___________________________________________________________________
 GQ0069* NAD 83(1986)-  36 07 16.     (N)    114 00 08.     (W)     SCALED    
 GQ0069* NAVD 88     -       392.936  (meters)    1289.16   (feet)  POSTED    
 GQ0069  ___________________________________________________________________
 GQ0069  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GQ0069  DYNAMIC HT  -         392.540 (meters)    1287.86  (feet)  COMP
 GQ0069  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 GQ0069
 GQ0069  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0069
 GQ0069.The horizontal coordinates were scaled from a topographic map and have
 GQ0069.an estimated accuracy of +/- 6 seconds.
 GQ0069
 GQ0069.The orthometric height was determined by differential leveling
 GQ0069.and adjusted by the  in 1992.
 GQ0069.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0069.was located on a no-check spur therefore a value was not computed.
 GQ0069.No vertical observational check was made to the station.
 GQ0069
 GQ0069.The geoid height was determined by GEOID03.
 GQ0069
 GQ0069.The dynamic height is computed by dividing the NAVD 88
 GQ0069.geopotential number by the normal gravity value computed on the
 GQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0069.degrees latitude (g = 980.6199 gals.).
 GQ0069
 GQ0069.The modeled gravity was interpolated from observed gravity values.
 GQ0069
 GQ0069;                    North         East    Units  Estimated Accuracy
 GQ0069;SPC AZ W     -   568,000.      190,660.      MT  (+/- 180 meters Scaled)
 GQ0069
 GQ0069                          SUPERSEDED SURVEY CONTROL
 GQ0069
 GQ0069  NGVD 29 (??/??/92)  392.256  (m)         1286.93   (f) ADJ UNCH    1 1
 GQ0069
 GQ0069.Superseded values are not recommended for survey control.
 GQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0069.See file dsdata.txt to determine how the superseded data were derived.
 GQ0069
 GQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698015(NAD 83)
 GQ0069_MARKER: DD = SURVEY DISK
 GQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0069_STAMPING: 4 EL. 1286.94
 GQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0069+STABILITY: SURFACE MOTION
 GQ0069
 GQ0069  HISTORY     - Date     Condition        Report By
 GQ0069  HISTORY     - UNK      MONUMENTED       NPS
 GQ0069  HISTORY     - 1950     GOOD             NGS
 GQ0069
 GQ0069                          STATION DESCRIPTION
 GQ0069
 GQ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0069'0.7 MI N FROM PIERCES FERRY.
 GQ0069'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0069'STATION AT PIERCES FERRY, THENCE 0.5 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0069'AT THE NORTHEAST EDGE OF THE REMAINS OF THE OLD GRAND CANYON TOURS
 GQ0069'CAMP, ON THE SOUTHEAST EDGE OF A RAVINE, ABOUT 50 YARDS NORTHEAST OF
 GQ0069'THE NORTHEAST EDGE OF A CIRCULAR DRIVE, 59 FEET NORTHWEST OF THE
 GQ0069'CENTER LINE OF THE ROAD, 3 FEET WEST OF A CAIRN, AND SET IN THE TOP OF
 GQ0069'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0238 ***********************************************************************
 CG0238  DESIGNATION -  4
 CG0238  PID         -  CG0238
 CG0238  STATE/COUNTY-  AZ/PIMA
 CG0238  USGS QUAD   -  SAHUARITA (1981)
 CG0238
 CG0238                         *CURRENT SURVEY CONTROL
 CG0238  ___________________________________________________________________
 CG0238* NAD 83(1986)-  31 58 13.     (N)    110 57 18.     (W)     SCALED    
 CG0238* NAVD 88     -       821.139  (meters)    2694.02   (feet)  ADJUSTED  
 CG0238  ___________________________________________________________________
 CG0238  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0238  DYNAMIC HT  -         819.964 (meters)    2690.17  (feet)  COMP
 CG0238  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 CG0238
 CG0238  VERT ORDER  -  FIRST     CLASS II
 CG0238
 CG0238.The horizontal coordinates were scaled from a topographic map and have
 CG0238.an estimated accuracy of +/- 6 seconds.
 CG0238
 CG0238.The orthometric height was determined by differential leveling
 CG0238.and adjusted in June 1991.
 CG0238
 CG0238.The geoid height was determined by GEOID03.
 CG0238
 CG0238.The dynamic height is computed by dividing the NAVD 88
 CG0238.geopotential number by the normal gravity value computed on the
 CG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0238.degrees latitude (g = 980.6199 gals.).
 CG0238
 CG0238.The modeled gravity was interpolated from observed gravity values.
 CG0238
 CG0238;                    North         East    Units  Estimated Accuracy
 CG0238;SPC AZ C     -   107,980.      304,250.      MT  (+/- 180 meters Scaled)
 CG0238
 CG0238                          SUPERSEDED SURVEY CONTROL
 CG0238
 CG0238  NGVD 29 (??/??/92)  820.526  (m)         2692.01   (f) ADJ UNCH    1 2
 CG0238
 CG0238.Superseded values are not recommended for survey control.
 CG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0238.See file dsdata.txt to determine how the superseded data were derived.
 CG0238
 CG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA042371(NAD 83)
 CG0238_MARKER: DD = SURVEY DISK
 CG0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0238_SP_SET: CULVERT
 CG0238_STAMPING: 4
 CG0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0238
 CG0238  HISTORY     - Date     Condition        Report By
 CG0238  HISTORY     - UNK      MONUMENTED       AZHD
 CG0238  HISTORY     - 1953     GOOD             NGS
 CG0238  HISTORY     - 1980     GOOD             NGS
 CG0238  HISTORY     - 19990213 GOOD             USPSQD
 CG0238  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CG0238
 CG0238                          STATION DESCRIPTION
 CG0238
 CG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0238'0.85 MI N FROM SAHUARITA.
 CG0238'0.85 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0238'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 127.8 FEET
 CG0238'WEST OF THE WEST RAIL AT THE NORTH END OF WOODEN BRIDGE 1001.92, AT A
 CG0238'DOUBLE CONCRETE BOX CULVERT UNDER U. S. HIGHWAY 89, IN THE TOP OF THE
 CG0238'APPROXIMATE CENTER OF THE WEST CONCRETE HEAD WALL, 24.0 FEET WEST OF
 CG0238'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CG0238
 CG0238                          STATION RECOVERY (1980)
 CG0238
 CG0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0238'1.6 KILOMETERS (1 MILE) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0238'POST OFFICE AT SAHUARITA, SET IN THE TOP CENTER OF THE WEST
 CG0238'HEADWALL FOR A DOUBLE BOX HIGHWAY CULVERT AT THE NORTH END
 CG0238'OF AN OFFSET IN THE HIGHWAY, 88 PACES NORTH OF THE SOUTHERN
 CG0238'PACIFIC RAILROAD MILEPOST 1002 AND HIGHWAY MILEPOST 49,
 CG0238'7.3 METERS (24 FEET) WEST OF THE HIGHWAY CENTERLINE.
 CG0238'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CG0238
 CG0238                          STATION RECOVERY (1999)
 CG0238
 CG0238'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0238'RECOVERED IN GOOD CONDITION.
 CG0238
 CG0238                          STATION RECOVERY (2006)
 CG0238
 CG0238'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0238'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1601 ***********************************************************************
 DV1601  DESIGNATION -  4 A
 DV1601  PID         -  DV1601
 DV1601  STATE/COUNTY-  AZ/LA PAZ
 DV1601  USGS QUAD   -  BEAR HILLS (1990)
 DV1601
 DV1601                         *CURRENT SURVEY CONTROL
 DV1601  ___________________________________________________________________
 DV1601* NAD 83(1986)-  33 39 13.     (N)    113 56 46.     (W)     SCALED    
 DV1601* NAVD 88     -       448.98   (+/-2cm)    1473.0    (feet)  VERTCON   
 DV1601  ___________________________________________________________________
 DV1601  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1601
 DV1601.The horizontal coordinates were scaled from a topographic map and have
 DV1601.an estimated accuracy of +/- 6 seconds.
 DV1601
 DV1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1601.The vertical order pertains to the NGVD 29 superseded value.
 DV1601
 DV1601.The geoid height was determined by GEOID03.
 DV1601
 DV1601;                    North         East    Units  Estimated Accuracy
 DV1601;SPC AZ W     -   294,260.      195,170.      MT  (+/- 180 meters Scaled)
 DV1601
 DV1601                          SUPERSEDED SURVEY CONTROL
 DV1601
 DV1601  NGVD 29 (??/??/92)  448.279  (m)         1470.73   (f) ADJ UNCH    2 0
 DV1601
 DV1601.Superseded values are not recommended for survey control.
 DV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1601.See file dsdata.txt to determine how the superseded data were derived.
 DV1601
 DV1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC267276(NAD 83)
 DV1601_MARKER: DD = SURVEY DISK
 DV1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1601_STAMPING: A 4 1962
 DV1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1601+STABILITY: SURFACE MOTION
 DV1601
 DV1601  HISTORY     - Date     Condition        Report By
 DV1601  HISTORY     - 1962     MONUMENTED       AZHD
 DV1601
 DV1601                          STATION DESCRIPTION
 DV1601
 DV1601'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1601'3.35 MI SW FROM BRENDA.
 DV1601'0.5 MILE EAST-SOUTHWEST OF U 395 4, AN ARIZONA HIGHWAY DEPARTMENT
 DV1601'DISK, STAMPED 4.A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1601'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1601'HIGHWAY 10, 1.0 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1262 ***********************************************************************
 CY1262  DESIGNATION -  4 EMH
 CY1262  PID         -  CY1262
 CY1262  STATE/COUNTY-  AZ/GRAHAM
 CY1262  USGS QUAD   -  EDEN (1985)
 CY1262
 CY1262                         *CURRENT SURVEY CONTROL
 CY1262  ___________________________________________________________________
 CY1262* NAD 83(1986)-  32 54 25.     (N)    109 58 54.     (W)     SCALED    
 CY1262* NAVD 88     -       963.00   (+/-2cm)    3159.4    (feet)  VERTCON   
 CY1262  ___________________________________________________________________
 CY1262  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY1262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1262
 CY1262.The horizontal coordinates were scaled from a topographic map and have
 CY1262.an estimated accuracy of +/- 6 seconds.
 CY1262
 CY1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1262.The vertical order pertains to the NGVD 29 superseded value.
 CY1262
 CY1262.The geoid height was determined by GEOID03.
 CY1262
 CY1262;                    North         East    Units  Estimated Accuracy
 CY1262;SPC AZ E     -   211,450.      230,670.      MT  (+/- 180 meters Scaled)
 CY1262
 CY1262                          SUPERSEDED SURVEY CONTROL
 CY1262
 CY1262  NGVD 29 (??/??/92)  962.37   (m)         3157.4    (f) COMPUTED    2 0
 CY1262
 CY1262.Superseded values are not recommended for survey control.
 CY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1262.See file dsdata.txt to determine how the superseded data were derived.
 CY1262
 CY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB952414(NAD 83)
 CY1262_MARKER: DB = BENCH MARK DISK
 CY1262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CY1262_SP_SET: COPPER-CLAD STEEL ROD
 CY1262_STAMPING: 4 EMH 1972 3157
 CY1262_MARK LOGO: USGS  
 CY1262_PROJECTION: FLUSH
 CY1262_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1262+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CY1262_ROD/PIPE-DEPTH: 6.10 meters
 CY1262
 CY1262  HISTORY     - Date     Condition        Report By
 CY1262  HISTORY     - 1972     MONUMENTED       USGS
 CY1262
 CY1262                          STATION DESCRIPTION
 CY1262
 CY1262'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1262'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1262'ALONG U S HIGHWAY 70, THENCE 5.2 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1262'225 FEET NORTHEAST OF A ROAD FORK NORTHWEST, 55 FEET SOUTHEAST AND
 CY1262'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 CY1262'WITNESS POST, SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0945 ***********************************************************************
 CG0945  DESIGNATION -  4 F
 CG0945  PID         -  CG0945
 CG0945  STATE/COUNTY-  AZ/COCHISE
 CG0945  USGS QUAD   -  KNOB HILL (1973)
 CG0945
 CG0945                         *CURRENT SURVEY CONTROL
 CG0945  ___________________________________________________________________
 CG0945* NAD 83(1992)-  31 58 25.09675(N)    110 01 38.59086(W)     ADJUSTED  
 CG0945* NAVD 88     -      2002.9    (meters)    6571.     (feet)  VERTCON   
 CG0945  ___________________________________________________________________
 CG0945  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 CG0945  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CG0945  HORZ ORDER  -  SECOND
 CG0945
 CG0945.The horizontal coordinates were established by classical geodetic methods
 CG0945.and adjusted by the National Geodetic Survey in August 1993.
 CG0945
 CG0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0945
 CG0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0945
 CG0945.The geoid height was determined by GEOID03.
 CG0945
 CG0945;                    North         East     Units Scale Factor Converg.
 CG0945;SPC AZ E     -   107,952.594   226,523.488   MT  0.99990214   +0 04 25.5
 CG0945;SPC AZ E     -   354,175.18    743,187.30   iFT  0.99990214   +0 04 25.5
 CG0945;UTM  12      - 3,537,926.720   591,896.787   MT  0.99970415   +0 30 54.2
 CG0945
 CG0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0945!SPC AZ E     -   0.99968988  x   0.99990214  =   0.99959205
 CG0945!UTM  12      -   0.99968988  x   0.99970415  =   0.99939412
 CG0945
 CG0945|---------------------------------------------------------------------|
 CG0945| PID    Reference Object                     Distance      Geod. Az  |
 CG0945|                                                           dddmmss.s |
 CG0945| CC5918 4 F RM 1                              5.037 METERS 05612     |
 CG0945| CC5919 4 F RM 2                             11.039 METERS 17012     |
 CG0945| CZ1783 PHOENIX EL PASO AWY BCN T 2         APPROX.10.7 KM 3084701.0 |
 CG0945|---------------------------------------------------------------------|
 CG0945
 CG0945                          SUPERSEDED SURVEY CONTROL
 CG0945
 CG0945  NAD 83(1986)-  31 58 25.09053(N)    110 01 38.58857(W) AD(       ) 2
 CG0945  NAD 27      -  31 58 24.79580(N)    110 01 36.33610(W) AD(       ) 2
 CG0945  NGVD 29 (07/19/86) 2002.0    (m)         6568.     (f) VERT ANG    3  
 CG0945
 CG0945.Superseded values are not recommended for survey control.
 CG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0945.See file dsdata.txt to determine how the superseded data were derived.
 CG0945
 CG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9189737927(NAD 83)
 CG0945_MARKER: DS = TRIANGULATION STATION DISK
 CG0945_SETTING: 80 = SET IN A BOULDER
 CG0945_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG0945
 CG0945  HISTORY     - Date     Condition        Report By
 CG0945  HISTORY     - 1960     MONUMENTED       CGS
 CG0945  HISTORY     - 1965     GOOD             LOCENG
 CG0945
 CG0945                          STATION DESCRIPTION
 CG0945
 CG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0945'STATION IS LOCATED ON THE HIGHEST AND MOST NORTHWESTERLY PART OF
 CG0945'DRAGOON MOUNTAIN, BETWEEN JORDAN CANYON AND FOURR CANYON, ABOUT
 CG0945'4 MILES SOUTH OF DRAGOON AND 1 MILE NORTHEAST OF THE 4 F RANCH
 CG0945'BUILDINGS, IN SECTION 8, T 1M S, R 23 E.
 CG0945'
 CG0945'REACHED FROM THE RAILROAD DEPOT IN DRAGOON BY GOING WEST AND SOUTH
 CG0945'ON THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 4.6 MILES TO THE 4
 CG0945'F RANCH, PASS THROUGH METAL GATE AT THE SOUTHWEST CORNER OF A
 CG0945'LARGE BARN AND FOLLOW GRADED ROAD EASTERLY FOR 1.0 MILE TO FORKS
 CG0945'AT THE JUNCTION OF TWO WASHES, TAKE LEFT FORK, NORTH AND WEST,
 CG0945'FOR 0.3 MILE TO END OF ROAD AT OLD STRIP MINE.  FROM END OF ROAD
 CG0945'PACK NORTH TO THE CREST OF RIDGE THEN LEFT, EAST, TO HIGHEST
 CG0945'POINT OF RIDGE AND STATION.  ABOUT 1 HOUR PACK.
 CG0945'
 CG0945'STATION MARK IS A STANDARD DISK, STAMPED 4 F 1960, CEMENTED IN A
 CG0945'DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.  IT IS 9 FEET NORTH
 CG0945'OF A CAIRN.
 CG0945'
 CG0945'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 4 F NO 1 1960,
 CG0945'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES.  IT
 CG0945'IS 25 FEET NORTHEAST OF THE CAIRN.
 CG0945'
 CG0945'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 4 F NO 2 1960,
 CG0945'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 1 FOOT.  IT IS
 CG0945'28 FEET SOUTHEAST OF THE CAIRN.
 CG0945'
 CG0945'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 CG0945
 CG0945                          STATION RECOVERY (1965)
 CG0945
 CG0945'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 CG0945'RECOVERED BY PHELPS DODGE CORP.
 CG0945'
 CG0945'THE PHELPS DODGE CORPORATION RECOVERED AN AZIMUTH MARK STAMPED
 CG0945'4F 1960 AND DESCRIBED AS FOLLOWS IN THE SW 1/4, SW 1/4 SECTION
 CG0945'31, T.16S., R23E G. AND S. R.M. 12 FEET EAST OF COUNTY ROAD,
 CG0945'THAT LEADS TO 4 F RANCH, AT CATTLE GUARD.  A RUBBING OF THE DISK
 CG0945'ALONG WITH A REQUEST FOR THE GRID AND TRUE AZIMUTH FROM STATION
 CG0945'4F TO THE AZIMUTH MARK WERE RECEIVED.
 CG0945'
 CG0945'THE DESCRIPTION SUBMITTED BY OUR FIELD PARTY IN 1960 STATES
 CG0945'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION, HOWEVER THE
 CG0945'FOLLOWING INFORMATION APPEARS IN THE RECORD BOOK FOR THIS
 CG0945'STATION--
 CG0945'
 CG0945'AZ MK
 CG0945'
 CG0945'STAMPED 4F 1960
 CG0945'
 CG0945'NOTE 6 IN ROUND MARK
 CG0945'
 CG0945'PROJ 6 IN
 CG0945'
 CG0945'1 FT W. OF N. S. FENCE
 CG0945'
 CG0945'15 FT S. OF S. EDGE OF CATTLE GUARD
 CG0945'
 CG0945'2.1 FT S. OF WITNESS POST
 CG0945'
 CG0945'THE ABOVE INFORMATION HAD SEVERAL MARKS DRAWN ACROSS IT.
 CG0945'
 CG0945'NOTE--THIS DESCRIPTION TYPED IN THE OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0762 ***********************************************************************
 FQ0762  DESIGNATION -  4 HLS
 FQ0762  PID         -  FQ0762
 FQ0762  STATE/COUNTY-  AZ/NAVAJO
 FQ0762  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0762
 FQ0762                         *CURRENT SURVEY CONTROL
 FQ0762  ___________________________________________________________________
 FQ0762* NAD 83(1986)-  35 01 33.     (N)    110 20 51.     (W)     SCALED    
 FQ0762* NAVD 88     -      1573.618  (meters)    5162.78   (feet)  ADJUSTED  
 FQ0762  ___________________________________________________________________
 FQ0762  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0762  DYNAMIC HT  -        1571.508 (meters)    5155.86  (feet)  COMP
 FQ0762  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 FQ0762
 FQ0762  VERT ORDER  -  THIRD
 FQ0762
 FQ0762.The horizontal coordinates were scaled from a topographic map and have
 FQ0762.an estimated accuracy of +/- 6 seconds.
 FQ0762
 FQ0762.The orthometric height was determined by differential leveling
 FQ0762.and adjusted in June 1991.
 FQ0762
 FQ0762.The geoid height was determined by GEOID03.
 FQ0762
 FQ0762.The dynamic height is computed by dividing the NAVD 88
 FQ0762.geopotential number by the normal gravity value computed on the
 FQ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0762.degrees latitude (g = 980.6199 gals.).
 FQ0762
 FQ0762.The modeled gravity was interpolated from observed gravity values.
 FQ0762
 FQ0762;                    North         East    Units  Estimated Accuracy
 FQ0762;SPC AZ E     -   446,460.      196,860.      MT  (+/- 180 meters Scaled)
 FQ0762
 FQ0762                          SUPERSEDED SURVEY CONTROL
 FQ0762
 FQ0762  NGVD 29 (??/??/92) 1572.83   (m)         5160.2    (f) COMPUTED    3 0
 FQ0762
 FQ0762.Superseded values are not recommended for survey control.
 FQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0762.See file dsdata.txt to determine how the superseded data were derived.
 FQ0762
 FQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD595761(NAD 83)
 FQ0762_MARKER: DB = BENCH MARK DISK
 FQ0762_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FQ0762_SP_SET: CONCRETE FOUNDATION
 FQ0762_STAMPING: 4 HLS 1970 5160
 FQ0762_MARK LOGO: USGS  
 FQ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0762+STABILITY: SURFACE MOTION
 FQ0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0762+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0762
 FQ0762  HISTORY     - Date     Condition        Report By
 FQ0762  HISTORY     - 1970     MONUMENTED       USGS
 FQ0762
 FQ0762                          STATION DESCRIPTION
 FQ0762
 FQ0762'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0762'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0762'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.0 MILES NORTH ALONG A
 FQ0762'COUNTY ROAD (PORTER AVENUE), 152 FEET WEST OF THE CENTERLINE OF THE
 FQ0762'ROAD, 2 FEET EAST OF A WITNESS POST, IN THE CENTER OF A CONCRETE
 FQ0762'FOUNDATION OF AN OLD AIRWAY BEACON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0852 ***********************************************************************
 FQ0852  DESIGNATION -  4 JRH
 FQ0852  PID         -  FQ0852
 FQ0852  STATE/COUNTY-  AZ/COCONINO
 FQ0852  USGS QUAD   -  HARBISON TANK (1989)
 FQ0852
 FQ0852                         *CURRENT SURVEY CONTROL
 FQ0852  ___________________________________________________________________
 FQ0852* NAD 83(1986)-  35 52 16.     (N)    111 55 18.     (W)     SCALED    
 FQ0852* NAVD 88     -      2133.782  (meters)    7000.58   (feet)  POSTED    
 FQ0852  ___________________________________________________________________
 FQ0852  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 FQ0852  DYNAMIC HT  -        2130.880 (meters)    6991.06  (feet)  COMP
 FQ0852  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 FQ0852
 FQ0852  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0852
 FQ0852.The horizontal coordinates were scaled from a topographic map and have
 FQ0852.an estimated accuracy of +/- 6 seconds.
 FQ0852
 FQ0852.The orthometric height was determined by differential leveling
 FQ0852.and adjusted by the  in 1992.
 FQ0852.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0852.rate of 0.0 thru 1.0 mm/km.
 FQ0852
 FQ0852.The geoid height was determined by GEOID03.
 FQ0852
 FQ0852.The dynamic height is computed by dividing the NAVD 88
 FQ0852.geopotential number by the normal gravity value computed on the
 FQ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0852.degrees latitude (g = 980.6199 gals.).
 FQ0852
 FQ0852.The modeled gravity was interpolated from observed gravity values.
 FQ0852
 FQ0852;                    North         East    Units  Estimated Accuracy
 FQ0852;SPC AZ C     -   540,210.      212,910.      MT  (+/- 180 meters Scaled)
 FQ0852
 FQ0852                          SUPERSEDED SURVEY CONTROL
 FQ0852
 FQ0852  NGVD 29 (??/??/92) 2132.79   (m)         6997.3    (f) COMPUTED    3 0
 FQ0852
 FQ0852.Superseded values are not recommended for survey control.
 FQ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0852.See file dsdata.txt to determine how the superseded data were derived.
 FQ0852
 FQ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE167700(NAD 83)
 FQ0852_MARKER: DB = BENCH MARK DISK
 FQ0852_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0852_SP_SET: ROCK OUTCROP
 FQ0852_STAMPING: 4 JRH 1958 6997
 FQ0852_MARK LOGO: USGS  
 FQ0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0852+STABILITY: POSITION/ELEVATION WELL
 FQ0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0852+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0852
 FQ0852  HISTORY     - Date     Condition        Report By
 FQ0852  HISTORY     - 1958     MONUMENTED       USGS
 FQ0852
 FQ0852                          STATION DESCRIPTION
 FQ0852
 FQ0852'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0852'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0852'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0852'LOOKOUT TOWER, PROCEED 7.4 MILES SOUTH, 4.2 MILES NORTHWEST OF
 FQ0852'BUCKLAR TANK, 110 FEET NORTHEAST AND 8 FEET HIGHER THAN AN OLD
 FQ0852'RAILROAD CUT THROUGH A SADDLE, 76 FEET NORTH OF THE CENTER OF THE
 FQ0852'ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0861 ***********************************************************************
 FQ0861  DESIGNATION -  4 JRH
 FQ0861  PID         -  FQ0861
 FQ0861  STATE/COUNTY-  AZ/COCONINO
 FQ0861  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0861
 FQ0861                         *CURRENT SURVEY CONTROL
 FQ0861  ___________________________________________________________________
 FQ0861* NAD 83(1986)-  35 44 09.     (N)    111 48 16.     (W)     SCALED    
 FQ0861* NAVD 88     -      1958.814  (meters)    6426.54   (feet)  POSTED    
 FQ0861  ___________________________________________________________________
 FQ0861  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0861  DYNAMIC HT  -        1956.180 (meters)    6417.90  (feet)  COMP
 FQ0861  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 FQ0861
 FQ0861  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0861
 FQ0861.The horizontal coordinates were scaled from a topographic map and have
 FQ0861.an estimated accuracy of +/- 6 seconds.
 FQ0861
 FQ0861.The orthometric height was determined by differential leveling
 FQ0861.and adjusted by the  in 1992.
 FQ0861.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0861.rate of 0.0 thru 1.0 mm/km.
 FQ0861
 FQ0861.The geoid height was determined by GEOID03.
 FQ0861
 FQ0861.The dynamic height is computed by dividing the NAVD 88
 FQ0861.geopotential number by the normal gravity value computed on the
 FQ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0861.degrees latitude (g = 980.6199 gals.).
 FQ0861
 FQ0861.The modeled gravity was interpolated from observed gravity values.
 FQ0861
 FQ0861;                    North         East    Units  Estimated Accuracy
 FQ0861;SPC AZ C     -   525,210.      223,510.      MT  (+/- 180 meters Scaled)
 FQ0861
 FQ0861                          SUPERSEDED SURVEY CONTROL
 FQ0861
 FQ0861.No superseded survey control is available for this station.
 FQ0861
 FQ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE272549(NAD 83)
 FQ0861_MARKER: DB = BENCH MARK DISK
 FQ0861_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0861_SP_SET: ROCK OUTCROP
 FQ0861_STAMPING: 4 JRH 1959 6423
 FQ0861_MARK LOGO: USGS  
 FQ0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0861+STABILITY: POSITION/ELEVATION WELL
 FQ0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0861+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0861
 FQ0861  HISTORY     - Date     Condition        Report By
 FQ0861  HISTORY     - 1959     MONUMENTED       USGS
 FQ0861
 FQ0861                          STATION DESCRIPTION
 FQ0861
 FQ0861'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0861'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0861'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0861'LOOKOUT TOWER, PROCEED 20.2 MILES SOUTH TO THE EAST END OF A FLAT
 FQ0861'ROCKY RIDGE, 0.7 MILES NORTHWEST OF LOCKWOOD TANK, 124 FEET SOUTHWEST
 FQ0861'OF THE CENTER OF THE ROAD, 11 FEET NORTH OF A JUNIPER TREE, IN A FLAT
 FQ0861'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0280 ***********************************************************************
 DV0280  DESIGNATION -  4 LUKE FIELD
 DV0280  PID         -  DV0280
 DV0280  STATE/COUNTY-  AZ/MARICOPA
 DV0280  USGS QUAD   -  EL MIRAGE (1982)
 DV0280
 DV0280                         *CURRENT SURVEY CONTROL
 DV0280  ___________________________________________________________________
 DV0280* NAD 83(1986)-  33 32 41.     (N)    112 21 42.     (W)     SCALED    
 DV0280* NAVD 88     -       333.63   (+/-2cm)    1094.6    (feet)  VERTCON   
 DV0280  ___________________________________________________________________
 DV0280  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0280
 DV0280.The horizontal coordinates were scaled from a topographic map and have
 DV0280.an estimated accuracy of +/- 6 seconds.
 DV0280
 DV0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0280.The vertical order pertains to the NGVD 29 superseded value.
 DV0280
 DV0280.The geoid height was determined by GEOID03.
 DV0280
 DV0280;                    North         East    Units  Estimated Accuracy
 DV0280;SPC AZ C     -   282,250.      172,040.      MT  (+/- 180 meters Scaled)
 DV0280
 DV0280                          SUPERSEDED SURVEY CONTROL
 DV0280
 DV0280  NGVD 29 (??/??/92)  333.082  (m)         1092.79   (f) ADJ UNCH    2 0
 DV0280
 DV0280.Superseded values are not recommended for survey control.
 DV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0280.See file dsdata.txt to determine how the superseded data were derived.
 DV0280
 DV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC735125(NAD 83)
 DV0280_MARKER: Q = CHISELED SQUARE
 DV0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0280_SP_SET: ANCHORAGE PAVEMENT
 DV0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0280
 DV0280  HISTORY     - Date     Condition        Report By
 DV0280  HISTORY     - UNK      MONUMENTED       DOD
 DV0280  HISTORY     - 1945     GOOD             NGS
 DV0280
 DV0280                          STATION DESCRIPTION
 DV0280
 DV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0280'IN LUKE FIELD.
 DV0280'AT LUKE FIELD, MARICOPA COUNTY, 218 FEET NORTH OF THE NORTHEAST CORNER
 DV0280'OF A LARGE WAREHOUSE, 184 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 DV0280'TRACK, NEAR THE NORTHEAST CORNER OF THE NORTH ANCHORAGE, ON THE TOP OF
 DV0280'THE ANCHORAGE PAVEMENT, 13.5 FEET WEST OF THE NORTHEAST CORNER, AND
 DV0280'1.2 FEET SOUTH OF THE NORTH EDGE.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1583 ***********************************************************************
 DV1583  DESIGNATION -  40 A
 DV1583  PID         -  DV1583
 DV1583  STATE/COUNTY-  AZ/MARICOPA
 DV1583  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1583
 DV1583                         *CURRENT SURVEY CONTROL
 DV1583  ___________________________________________________________________
 DV1583* NAD 83(1986)-  33 33 48.     (N)    113 19 33.     (W)     SCALED    
 DV1583* NAVD 88     -       415.17   (+/-2cm)    1362.1    (feet)  VERTCON   
 DV1583  ___________________________________________________________________
 DV1583  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1583
 DV1583.The horizontal coordinates were scaled from a topographic map and have
 DV1583.an estimated accuracy of +/- 6 seconds.
 DV1583
 DV1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1583.The vertical order pertains to the NGVD 29 superseded value.
 DV1583
 DV1583.The geoid height was determined by GEOID03.
 DV1583
 DV1583;                    North         East    Units  Estimated Accuracy
 DV1583;SPC AZ C     -   285,110.       82,520.      MT  (+/- 180 meters Scaled)
 DV1583
 DV1583                          SUPERSEDED SURVEY CONTROL
 DV1583
 DV1583  NGVD 29 (??/??/92)  414.519  (m)         1359.97   (f) ADJ UNCH    2 0
 DV1583
 DV1583.Superseded values are not recommended for survey control.
 DV1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1583.See file dsdata.txt to determine how the superseded data were derived.
 DV1583
 DV1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC840161(NAD 83)
 DV1583_MARKER: DD = SURVEY DISK
 DV1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1583_STAMPING: 40 A 1962
 DV1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1583+STABILITY: SURFACE MOTION
 DV1583
 DV1583  HISTORY     - Date     Condition        Report By
 DV1583  HISTORY     - 1962     MONUMENTED       AZHD
 DV1583
 DV1583                          STATION DESCRIPTION
 DV1583
 DV1583'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1583'28.3 MI SE FROM SALOME.
 DV1583'0.5 MILE EAST-SOUTHEAST OF YUMARI, AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV1583'STAMPED 40 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1583'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1583'HIGHWAY 10, 1.7 FEET NORTH-WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0830 ***********************************************************************
 FQ0830  DESIGNATION -  40 BKC
 FQ0830  PID         -  FQ0830
 FQ0830  STATE/COUNTY-  AZ/COCONINO
 FQ0830  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0830
 FQ0830                         *CURRENT SURVEY CONTROL
 FQ0830  ___________________________________________________________________
 FQ0830* NAD 83(1986)-  35 33 24.     (N)    111 10 28.     (W)     SCALED    
 FQ0830* NAVD 88     -      1483.761  (meters)    4867.97   (feet)  POSTED    
 FQ0830  ___________________________________________________________________
 FQ0830  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0830  DYNAMIC HT  -        1481.860 (meters)    4861.74  (feet)  COMP
 FQ0830  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 FQ0830
 FQ0830  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0830
 FQ0830.The horizontal coordinates were scaled from a topographic map and have
 FQ0830.an estimated accuracy of +/- 6 seconds.
 FQ0830
 FQ0830.The orthometric height was determined by differential leveling
 FQ0830.and adjusted by the  in 1992.
 FQ0830.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0830.rate of 0.0 thru 1.0 mm/km.
 FQ0830
 FQ0830.The geoid height was determined by GEOID03.
 FQ0830
 FQ0830.The dynamic height is computed by dividing the NAVD 88
 FQ0830.geopotential number by the normal gravity value computed on the
 FQ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0830.degrees latitude (g = 980.6199 gals.).
 FQ0830
 FQ0830.The modeled gravity was interpolated from observed gravity values.
 FQ0830
 FQ0830;                    North         East    Units  Estimated Accuracy
 FQ0830;SPC AZ C     -   505,580.      280,650.      MT  (+/- 180 meters Scaled)
 FQ0830
 FQ0830                          SUPERSEDED SURVEY CONTROL
 FQ0830
 FQ0830.No superseded survey control is available for this station.
 FQ0830
 FQ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE841347(NAD 83)
 FQ0830_MARKER: DB = BENCH MARK DISK
 FQ0830_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0830_SP_SET: COPPER-CLAD STEEL ROD
 FQ0830_STAMPING: 40 BKC 1968
 FQ0830_MARK LOGO: USGS  
 FQ0830_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0830+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0830
 FQ0830  HISTORY     - Date     Condition        Report By
 FQ0830  HISTORY     - 1968     MONUMENTED       USGS
 FQ0830
 FQ0830                          STATION DESCRIPTION
 FQ0830
 FQ0830'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0830'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0830'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0830'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0830'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0830'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0830'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0830'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0830'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 6.6 MILES TO A
 FQ0830'Y-ROAD, 23 FEET NORTH AND 66 FEET EAST OF THE CENTER OF THE Y-ROAD
 FQ0830'INTERSECTION, 2.5 FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL
 FQ0830'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0632 ***********************************************************************
 FP0632  DESIGNATION -  40 HLS
 FP0632  PID         -  FP0632
 FP0632  STATE/COUNTY-  AZ/APACHE
 FP0632  USGS QUAD   -  GANADO (1973)
 FP0632
 FP0632                         *CURRENT SURVEY CONTROL
 FP0632  ___________________________________________________________________
 FP0632* NAD 83(1986)-  35 39 01.     (N)    109 32 52.     (W)     SCALED    
 FP0632* NAVD 88     -      2047.206  (meters)    6716.54   (feet)  ADJUSTED  
 FP0632  ___________________________________________________________________
 FP0632  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 FP0632  DYNAMIC HT  -        2044.385 (meters)    6707.29  (feet)  COMP
 FP0632  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 FP0632
 FP0632  VERT ORDER  -  SECOND    CLASS II
 FP0632
 FP0632.The horizontal coordinates were scaled from a topographic map and have
 FP0632.an estimated accuracy of +/- 6 seconds.
 FP0632
 FP0632.The orthometric height was determined by differential leveling
 FP0632.and adjusted in June 1991.
 FP0632
 FP0632.The geoid height was determined by GEOID03.
 FP0632
 FP0632.The dynamic height is computed by dividing the NAVD 88
 FP0632.geopotential number by the normal gravity value computed on the
 FP0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0632.degrees latitude (g = 980.6199 gals.).
 FP0632
 FP0632.The modeled gravity was interpolated from observed gravity values.
 FP0632
 FP0632;                    North         East    Units  Estimated Accuracy
 FP0632;SPC AZ E     -   515,890.      269,400.      MT  (+/- 180 meters Scaled)
 FP0632
 FP0632                          SUPERSEDED SURVEY CONTROL
 FP0632
 FP0632  NGVD 29 (??/??/92) 2046.20   (m)         6713.2    (f) COMPUTED    2 2
 FP0632
 FP0632.Superseded values are not recommended for survey control.
 FP0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0632.See file dsdata.txt to determine how the superseded data were derived.
 FP0632
 FP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE314461(NAD 83)
 FP0632_MARKER: DB = BENCH MARK DISK
 FP0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0632_SP_SET: COPPER-CLAD STEEL ROD
 FP0632_STAMPING: 40 HLS 1970 6713
 FP0632_MARK LOGO: USGS  
 FP0632_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0632+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0632
 FP0632  HISTORY     - Date     Condition        Report By
 FP0632  HISTORY     - 1970     MONUMENTED       USGS
 FP0632
 FP0632                          STATION DESCRIPTION
 FP0632
 FP0632'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0632'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 4.3 MILES SOUTH
 FP0632'ALONG STATE HIGHWAY 63, 121 FEET SOUTH OF WOODEN POWER POLE 23, 64
 FP0632'FEET WEST OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST.  A
 FP0632'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0481 ***********************************************************************
 CZ0481  DESIGNATION -  40+35
 CZ0481  PID         -  CZ0481
 CZ0481  STATE/COUNTY-  AZ/PIMA
 CZ0481  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0481
 CZ0481                         *CURRENT SURVEY CONTROL
 CZ0481  ___________________________________________________________________
 CZ0481* NAD 83(1986)-  32 29 33.     (N)    111 15 16.     (W)     SCALED    
 CZ0481* NAVD 88     -       593.068  (meters)    1945.76   (feet)  ADJUSTED  
 CZ0481  ___________________________________________________________________
 CZ0481  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0481  DYNAMIC HT  -         592.291 (meters)    1943.21  (feet)  COMP
 CZ0481  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CZ0481
 CZ0481  VERT ORDER  -  FIRST     CLASS II
 CZ0481
 CZ0481.The horizontal coordinates were scaled from a topographic map and have
 CZ0481.an estimated accuracy of +/- 6 seconds.
 CZ0481
 CZ0481.The orthometric height was determined by differential leveling
 CZ0481.and adjusted in June 1991.
 CZ0481
 CZ0481.The geoid height was determined by GEOID03.
 CZ0481
 CZ0481.The dynamic height is computed by dividing the NAVD 88
 CZ0481.geopotential number by the normal gravity value computed on the
 CZ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0481.degrees latitude (g = 980.6199 gals.).
 CZ0481
 CZ0481.The modeled gravity was interpolated from observed gravity values.
 CZ0481
 CZ0481;                    North         East    Units  Estimated Accuracy
 CZ0481;SPC AZ C     -   165,670.      275,590.      MT  (+/- 180 meters Scaled)
 CZ0481
 CZ0481                          SUPERSEDED SURVEY CONTROL
 CZ0481
 CZ0481  NGVD 29 (??/??/92)  592.573  (m)         1944.13   (f) ADJ UNCH    1 2
 CZ0481
 CZ0481.Superseded values are not recommended for survey control.
 CZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0481.See file dsdata.txt to determine how the superseded data were derived.
 CZ0481
 CZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA760950(NAD 83)
 CZ0481_MARKER: DD = SURVEY DISK
 CZ0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0481_SP_SET: CULVERT
 CZ0481_STAMPING: 40+35 1944.55
 CZ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0481+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0481
 CZ0481  HISTORY     - Date     Condition        Report By
 CZ0481  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0481  HISTORY     - 1951     GOOD             NGS
 CZ0481  HISTORY     - 1960     GOOD             NGS
 CZ0481  HISTORY     - 1980     GOOD             NGS
 CZ0481  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0481
 CZ0481                          STATION DESCRIPTION
 CZ0481
 CZ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0481'3.4 MI NW FROM MARANA.
 CZ0481'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0481'RAILROAD FROM THE POST OFFICE AT MARANA, 0.05 MILE SOUTHEAST OF THE
 CZ0481'NORTHWEST END OF A DIVIDER BETWEEN THE EAST AND WEST BOUND TRAFFIC
 CZ0481'LANES OF THE HIGHWAY, AT A RAILROAD LOADING PLATFORM, AT RAILROAD
 CZ0481'MILEAGE 958.57, AT A HIGHWAY CULVERT, IN THE TOP OF THE APPROXIMATE
 CZ0481'CENTER OF THE NORTHEAST CONCRETE HEADWALL, 16 1/2 FEET NORTHEAST OF
 CZ0481'THE CENTER LINE OF THE NORTHWEST BOUND HIGHWAY, AND ABOUT 1/2 FOOT
 CZ0481'HIGHER THAN THE HIGHWAY.
 CZ0481
 CZ0481                          STATION RECOVERY (1960)
 CZ0481
 CZ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0481'RECOVERED IN GOOD CONDITION.
 CZ0481
 CZ0481                          STATION RECOVERY (1980)
 CZ0481
 CZ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0481'40.9 KILOMETERS (25.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0481'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE
 CZ0481'958.57, AT AN OLD ROAD DOUBLE BOX CULVERT IN TOP OF THE NORTHEAST
 CZ0481'HEADWALL, 2.8 METERS (9.2 FEET) NORTHWEST OF SOUTHEAST END,
 CZ0481'47.6 METERS (56 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CZ0481'TRACK, 4.9 METERS (16 FEET) NORTHEAST OF OLD ROAD BED, 24.75 METERS
 CZ0481'(81.2 FEET) NORHTEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (
 CZ0481'OLD U.S. HIGHWAY 84).
 CZ0481'THE MARK IS 0.2 M ABOVE THE OLD ROAD BED.
 CZ0481
 CZ0481                          STATION RECOVERY (2006)
 CZ0481
 CZ0481'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0488 ***********************************************************************
 ES0488  DESIGNATION -  4010.6
 ES0488  PID         -  ES0488
 ES0488  STATE/COUNTY-  AZ/YAVAPAI
 ES0488  USGS QUAD   -  SEDONA (1969)
 ES0488
 ES0488                         *CURRENT SURVEY CONTROL
 ES0488  ___________________________________________________________________
 ES0488* NAD 83(1986)-  34 49 19.     (N)    111 51 55.     (W)     SCALED    
 ES0488* NAVD 88     -      1223.507  (meters)    4014.12   (feet)  ADJUSTED  
 ES0488  ___________________________________________________________________
 ES0488  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 ES0488  DYNAMIC HT  -        1221.950 (meters)    4009.01  (feet)  COMP
 ES0488  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 ES0488
 ES0488  VERT ORDER  -  FIRST     CLASS II
 ES0488
 ES0488.The horizontal coordinates were scaled from a topographic map and have
 ES0488.an estimated accuracy of +/- 6 seconds.
 ES0488
 ES0488.The orthometric height was determined by differential leveling
 ES0488.and adjusted in June 1991.
 ES0488
 ES0488.The geoid height was determined by GEOID03.
 ES0488
 ES0488.The dynamic height is computed by dividing the NAVD 88
 ES0488.geopotential number by the normal gravity value computed on the
 ES0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0488.degrees latitude (g = 980.6199 gals.).
 ES0488
 ES0488.The modeled gravity was interpolated from observed gravity values.
 ES0488
 ES0488;                    North         East    Units  Estimated Accuracy
 ES0488;SPC AZ C     -   423,820.      218,060.      MT  (+/- 180 meters Scaled)
 ES0488
 ES0488                          SUPERSEDED SURVEY CONTROL
 ES0488
 ES0488  NGVD 29 (??/??/92) 1222.718  (m)         4011.53   (f) ADJ UNCH    1 2
 ES0488
 ES0488.Superseded values are not recommended for survey control.
 ES0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0488.See file dsdata.txt to determine how the superseded data were derived.
 ES0488
 ES0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD208536(NAD 83)
 ES0488_MARKER: O = CHISELED CIRCLE
 ES0488_SETTING: 80 = SET IN A BOULDER
 ES0488_SP_SET: BOULDER
 ES0488_STAMPING: U.S.B.M. 4010.6
 ES0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0488+STABILITY: SURFACE MOTION
 ES0488
 ES0488  HISTORY     - Date     Condition        Report By
 ES0488  HISTORY     - UNK      MONUMENTED       USGS
 ES0488  HISTORY     - 1933     GOOD             NGS
 ES0488
 ES0488                          STATION DESCRIPTION
 ES0488
 ES0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0488'7.8 MI SW FROM SEDONA.
 ES0488'IN YAVAPAI COUNTY, ABOUT 7.4 MILES SOUTHWEST ALONG STATE HIGHWAY 79
 ES0488'FROM SEDONA, COCONINO COUNTY, ABOUT 200 FEET NORTHWEST OF THE JUNCTION
 ES0488'OF A SIDE ROAD AT THE TOP OF A RIDGE, 35 FEET SOUTHWEST OF THE CENTER
 ES0488'LINE OF THE HIGHWAY, AND ON THE TOP OF A LOW BOULDER PAINTED U.S.B.M.
 ES0488'4010.6.  A CHISELED POINT WITHIN A PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0161 ***********************************************************************
 CG0161  DESIGNATION -  4016
 CG0161  PID         -  CG0161
 CG0161  STATE/COUNTY-  AZ/COCHISE
 CG0161  USGS QUAD   -  FAIRBANK (1952)
 CG0161
 CG0161                         *CURRENT SURVEY CONTROL
 CG0161  ___________________________________________________________________
 CG0161* NAD 83(1986)-  31 43 49.     (N)    110 09 19.     (W)     SCALED    
 CG0161* NAVD 88     -      1228.82   (+/-2cm)    4031.6    (feet)  VERTCON   
 CG0161  ___________________________________________________________________
 CG0161  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CG0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0161
 CG0161.The horizontal coordinates were scaled from a topographic map and have
 CG0161.an estimated accuracy of +/- 6 seconds.
 CG0161
 CG0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0161.The vertical order pertains to the NGVD 29 superseded value.
 CG0161
 CG0161.The geoid height was determined by GEOID03.
 CG0161
 CG0161;                    North         East    Units  Estimated Accuracy
 CG0161;SPC AZ E     -    80,960.      214,440.      MT  (+/- 180 meters Scaled)
 CG0161
 CG0161                          SUPERSEDED SURVEY CONTROL
 CG0161
 CG0161  NGVD 29 (??/??/92) 1228.008  (m)         4028.89   (f) ADJ UNCH    2 0
 CG0161
 CG0161.Superseded values are not recommended for survey control.
 CG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0161.See file dsdata.txt to determine how the superseded data were derived.
 CG0161
 CG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA800108(NAD 83)
 CG0161_MARKER: P = PIPE CAP
 CG0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0161_STAMPING: 4016 NOGLS
 CG0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0161
 CG0161  HISTORY     - Date     Condition        Report By
 CG0161  HISTORY     - UNK      MONUMENTED       USGS
 CG0161  HISTORY     - 1935     GOOD             NGS
 CG0161
 CG0161                          STATION DESCRIPTION
 CG0161
 CG0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0161'2.5 MI E FROM FAIRBANK.
 CG0161'2.5 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FAIRBANK,
 CG0161'COCHISE COUNTY, 1-1/4 POLES WEST OF MILEPOST 1051, 5 RAILS WEST OF
 CG0161'BRIDGE 1051.00, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET
 CG0161'WEST OF A TELEPHONE POLE, AND ABOUT 18 FEET HIGHER THAN THE TRACK.  A
 CG0161'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4016 NOGLS AND
 CG0161'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0835 ***********************************************************************
 DA0835  DESIGNATION -  4026+95
 DA0835  PID         -  DA0835
 DA0835  STATE/COUNTY-  AZ/MARICOPA
 DA0835  USGS QUAD   -  SENTINEL NE (1986)
 DA0835
 DA0835                         *CURRENT SURVEY CONTROL
 DA0835  ___________________________________________________________________
 DA0835* NAD 83(1986)-  32 53 27.     (N)    113 03 12.     (W)     SCALED    
 DA0835* NAVD 88     -       240.97   (+/-2cm)     790.6    (feet)  VERTCON   
 DA0835  ___________________________________________________________________
 DA0835  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0835
 DA0835.The horizontal coordinates were scaled from a topographic map and have
 DA0835.an estimated accuracy of +/- 6 seconds.
 DA0835
 DA0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0835.The vertical order pertains to the NGVD 29 superseded value.
 DA0835
 DA0835.The geoid height was determined by GEOID03.
 DA0835
 DA0835;                    North         East    Units  Estimated Accuracy
 DA0835;SPC AZ C     -   210,220.      107,010.      MT  (+/- 180 meters Scaled)
 DA0835
 DA0835                          SUPERSEDED SURVEY CONTROL
 DA0835
 DA0835  NGVD 29 (??/??/92)  240.349  (m)          788.54   (f) ADJ UNCH    2 0
 DA0835
 DA0835.Superseded values are not recommended for survey control.
 DA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0835.See file dsdata.txt to determine how the superseded data were derived.
 DA0835
 DA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB079410(NAD 83)
 DA0835_MARKER: DD = SURVEY DISK
 DA0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0835_SP_SET: BRIDGE
 DA0835_STAMPING: 788.481 4026 + 95 1939
 DA0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0835
 DA0835  HISTORY     - Date     Condition        Report By
 DA0835  HISTORY     - 1939     MONUMENTED       AZHD
 DA0835  HISTORY     - 1960     GOOD             NGS
 DA0835  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0835  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0835
 DA0835                          STATION DESCRIPTION
 DA0835
 DA0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0835'9.35 MI E FROM SENTINEL.
 DA0835'9.35 MILES EAST ON U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL, 36
 DA0835'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN
 DA0835'THE TOP OF THE CENTER OF THE SOUTH CONCRETE BRIDGE ABUTMENT AND LEVEL
 DA0835'WITH THE HIGHWAY.
 DA0835
 DA0835                          STATION RECOVERY (2006)
 DA0835
 DA0835'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0835'NOT FOUND.  LOCATION IS UNDER PAVEMENT.
 DA0835
 DA0835                          STATION RECOVERY (2006)
 DA0835
 DA0835'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0835'MARK NOT FOUND. LOCATION IS UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0102 ***********************************************************************
 CG0102  DESIGNATION -  4043.16
 CG0102  PID         -  CG0102
 CG0102  STATE/COUNTY-  AZ/COCHISE
 CG0102  USGS QUAD   -  SAINT DAVID (1973)
 CG0102
 CG0102                         *CURRENT SURVEY CONTROL
 CG0102  ___________________________________________________________________
 CG0102* NAD 83(1986)-  31 59 06.     (N)    110 11 53.     (W)     SCALED    
 CG0102* NAVD 88     -      1232.83   (+/-2cm)    4044.7    (feet)  VERTCON   
 CG0102  ___________________________________________________________________
 CG0102  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CG0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0102
 CG0102.The horizontal coordinates were scaled from a topographic map and have
 CG0102.an estimated accuracy of +/- 6 seconds.
 CG0102
 CG0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0102.The vertical order pertains to the NGVD 29 superseded value.
 CG0102
 CG0102.The geoid height was determined by GEOID03.
 CG0102
 CG0102;                    North         East    Units  Estimated Accuracy
 CG0102;SPC AZ E     -   109,200.      210,390.      MT  (+/- 180 meters Scaled)
 CG0102
 CG0102                          SUPERSEDED SURVEY CONTROL
 CG0102
 CG0102  NGVD 29 (??/??/92) 1231.991  (m)         4041.96   (f) ADJ UNCH    2 0
 CG0102
 CG0102.Superseded values are not recommended for survey control.
 CG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0102.See file dsdata.txt to determine how the superseded data were derived.
 CG0102
 CG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA757390(NAD 83)
 CG0102_MARKER: DD = SURVEY DISK
 CG0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0102_SP_SET: BRIDGE
 CG0102_STAMPING: 4043.16
 CG0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0102
 CG0102  HISTORY     - Date     Condition        Report By
 CG0102  HISTORY     - UNK      MONUMENTED       AZHD
 CG0102  HISTORY     - 1960     GOOD             NGS
 CG0102  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0102
 CG0102                          STATION DESCRIPTION
 CG0102
 CG0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0102'6.2 MI E FROM BENSON.
 CG0102'6.2 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0102'86, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, CEMENTED IN THE
 CG0102'CENTER OF THE NORTH HEADWALL OF A CONCRETE BRIDGE, ABOUT 1 FOOT LOWER
 CG0102'THAN THE HIGHWAY.
 CG0102
 CG0102                          STATION RECOVERY (1979)
 CG0102
 CG0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0102'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0316 ***********************************************************************
 CG0316  DESIGNATION -  4044
 CG0316  PID         -  CG0316
 CG0316  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0316  USGS QUAD   -  PATAGONIA (1981)
 CG0316
 CG0316                         *CURRENT SURVEY CONTROL
 CG0316  ___________________________________________________________________
 CG0316* NAD 83(1986)-  31 32 27.     (N)    110 45 09.     (W)     SCALED    
 CG0316* NAVD 88     -      1237.27   (+/-2cm)    4059.3    (feet)  VERTCON   
 CG0316  ___________________________________________________________________
 CG0316  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CG0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0316
 CG0316.The horizontal coordinates were scaled from a topographic map and have
 CG0316.an estimated accuracy of +/- 6 seconds.
 CG0316
 CG0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0316.The vertical order pertains to the NGVD 29 superseded value.
 CG0316
 CG0316.The geoid height was determined by GEOID03.
 CG0316
 CG0316;                    North         East    Units  Estimated Accuracy
 CG0316;SPC AZ C     -    60,550.      323,900.      MT  (+/- 180 meters Scaled)
 CG0316
 CG0316                          SUPERSEDED SURVEY CONTROL
 CG0316
 CG0316  NGVD 29 (??/??/92) 1236.383  (m)         4056.37   (f) ADJ UNCH    2 0
 CG0316
 CG0316.Superseded values are not recommended for survey control.
 CG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0316.See file dsdata.txt to determine how the superseded data were derived.
 CG0316
 CG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV234895(NAD 83)
 CG0316_MARKER: P = PIPE CAP
 CG0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0316_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0316_STAMPING: 4044 NOGLS
 CG0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0316
 CG0316  HISTORY     - Date     Condition        Report By
 CG0316  HISTORY     - UNK      MONUMENTED       USGS
 CG0316  HISTORY     - 1947     GOOD             NGS
 CG0316
 CG0316                          STATION DESCRIPTION
 CG0316
 CG0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CG0316'IN PATAGONIA.
 CG0316'AT PATAGONIA, SANTA CRUZ COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0316'100 FEET NORTHEAST OF THE STATION, AT THE CROSSING OF STATE HIGHWAY
 CG0316'82, 40.6 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 30.8 FEET
 CG0316'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 17.9 FEET NORTHWEST OF
 CG0316'THE CENTERLINE OF THE NEAREST TRACK.  A UNITED STATES GEOLOGICAL
 CG0316'SURVEY STANDARD CAP, STAMPED 4044 NOGLS AND RIVETED ON THE TOP OF A 3
 CG0316'1/2 INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN JANUARY 1947 THAT THE
 CG0316'PIPE IS LEANING SLIGHTLY TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0786 ***********************************************************************
 CZ0786  DESIGNATION -  405+35
 CZ0786  PID         -  CZ0786
 CZ0786  STATE/COUNTY-  AZ/PIMA
 CZ0786  USGS QUAD   -  THREE POINTS (1992)
 CZ0786
 CZ0786                         *CURRENT SURVEY CONTROL
 CZ0786  ___________________________________________________________________
 CZ0786* NAD 83(1986)-  32 05 26.     (N)    111 16 40.     (W)     SCALED    
 CZ0786* NAVD 88     -       769.45   (+/-2cm)    2524.4    (feet)  VERTCON   
 CZ0786  ___________________________________________________________________
 CZ0786  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0786
 CZ0786.The horizontal coordinates were scaled from a topographic map and have
 CZ0786.an estimated accuracy of +/- 6 seconds.
 CZ0786
 CZ0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0786.The vertical order pertains to the NGVD 29 superseded value.
 CZ0786
 CZ0786.The geoid height was determined by GEOID03.
 CZ0786
 CZ0786;                    North         East    Units  Estimated Accuracy
 CZ0786;SPC AZ C     -   121,090.      273,670.      MT  (+/- 180 meters Scaled)
 CZ0786
 CZ0786                          SUPERSEDED SURVEY CONTROL
 CZ0786
 CZ0786  NGVD 29 (??/??/92)  768.765  (m)         2522.19   (f) ADJ UNCH    2 0
 CZ0786
 CZ0786.Superseded values are not recommended for survey control.
 CZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0786.See file dsdata.txt to determine how the superseded data were derived.
 CZ0786
 CZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA737505(NAD 83)
 CZ0786_MARKER: DD = SURVEY DISK
 CZ0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0786_SP_SET: CULVERT
 CZ0786_STAMPING: 405+35 2523.14
 CZ0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0786
 CZ0786  HISTORY     - Date     Condition        Report By
 CZ0786  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0786  HISTORY     - 1951     GOOD             NGS
 CZ0786
 CZ0786                          STATION DESCRIPTION
 CZ0786
 CZ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0786'19.8 MI SW FROM TUCSON.
 CZ0786'19.8 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0786'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTH HEADWALL
 CZ0786'OF A 4 BY 18 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A POWER
 CZ0786'LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTH OF THE
 CZ0786'CENTER OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0215 ***********************************************************************
 GP0215  DESIGNATION -  4050.93
 GP0215  PID         -  GP0215
 GP0215  STATE/COUNTY-  AZ/COCONINO
 GP0215  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0215
 GP0215                         *CURRENT SURVEY CONTROL
 GP0215  ___________________________________________________________________
 GP0215* NAD 83(1986)-  36 44 10.     (N)    111 38 18.     (W)     SCALED    
 GP0215* NAVD 88     -      1235.659  (meters)    4053.99   (feet)  POSTED    
 GP0215  ___________________________________________________________________
 GP0215  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GP0215  DYNAMIC HT  -        1234.220 (meters)    4049.27  (feet)  COMP
 GP0215  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 GP0215
 GP0215  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0215
 GP0215.The horizontal coordinates were scaled from a topographic map and have
 GP0215.an estimated accuracy of +/- 6 seconds.
 GP0215
 GP0215.The orthometric height was determined by differential leveling
 GP0215.and adjusted by the  in 1992.
 GP0215.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0215.rate of 1.1 thru 2.0 mm/km.
 GP0215
 GP0215.The geoid height was determined by GEOID03.
 GP0215
 GP0215.The dynamic height is computed by dividing the NAVD 88
 GP0215.geopotential number by the normal gravity value computed on the
 GP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0215.degrees latitude (g = 980.6199 gals.).
 GP0215
 GP0215.The modeled gravity was interpolated from observed gravity values.
 GP0215
 GP0215;                    North         East    Units  Estimated Accuracy
 GP0215;SPC AZ C     -   636,220.      238,220.      MT  (+/- 180 meters Scaled)
 GP0215
 GP0215                          SUPERSEDED SURVEY CONTROL
 GP0215
 GP0215  NGVD 29 (??/??/92) 1234.752  (m)         4051.02   (f) ADJ UNCH    1 2
 GP0215
 GP0215.Superseded values are not recommended for survey control.
 GP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0215.See file dsdata.txt to determine how the superseded data were derived.
 GP0215
 GP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF430657(NAD 83)
 GP0215_MARKER: DD = SURVEY DISK
 GP0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0215_SP_SET: CULVERT
 GP0215_STAMPING: 4050.93 STA 3406+17 1934
 GP0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0215
 GP0215  HISTORY     - Date     Condition        Report By
 GP0215  HISTORY     - 1934     MONUMENTED       AZDT
 GP0215  HISTORY     - 1962     GOOD             NGS
 GP0215  HISTORY     - 1978     GOOD             USGS
 GP0215
 GP0215                          STATION DESCRIPTION
 GP0215
 GP0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0215'7.25 MI SE FROM MARBLE CANYON.
 GP0215'ABOUT 7.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0215'OFFICE AND SERVICE STATION AT MARBLE CANYON.  OR ABOUT 7.45 MILES
 GP0215'NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE STATION AT
 GP0215'BITTER SPRINGS, 11.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 GP0215'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTH
 GP0215'END OF THE EAST CONCRETE HEADWALL OF A DOUBLE-BOX CULVERT.
 GP0215
 GP0215                          STATION RECOVERY (1978)
 GP0215
 GP0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0215'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0215'SPRINGS, 7.45 MILES N. OF ALONG ALT 89. CHEVRON STATION HAS BEEN
 GP0215'REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0049 ***********************************************************************
 CG0049  DESIGNATION -  4051.92
 CG0049  PID         -  CG0049
 CG0049  STATE/COUNTY-  AZ/PIMA
 CG0049  USGS QUAD   -  MESCAL (1983)
 CG0049
 CG0049                         *CURRENT SURVEY CONTROL
 CG0049  ___________________________________________________________________
 CG0049* NAD 83(1986)-  31 58 03.     (N)    110 28 09.     (W)     SCALED    
 CG0049* NAVD 88     -      1235.50   (+/-2cm)    4053.5    (feet)  VERTCON   
 CG0049  ___________________________________________________________________
 CG0049  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0049
 CG0049.The horizontal coordinates were scaled from a topographic map and have
 CG0049.an estimated accuracy of +/- 6 seconds.
 CG0049
 CG0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0049.The vertical order pertains to the NGVD 29 superseded value.
 CG0049
 CG0049.The geoid height was determined by GEOID03.
 CG0049
 CG0049;                    North         East    Units  Estimated Accuracy
 CG0049;SPC AZ C     -   108,180.      350,180.      MT  (+/- 180 meters Scaled)
 CG0049
 CG0049                          SUPERSEDED SURVEY CONTROL
 CG0049
 CG0049  NGVD 29 (??/??/92) 1234.69   (m)         4050.8    (f) COMPUTED    2 0
 CG0049
 CG0049.Superseded values are not recommended for survey control.
 CG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0049.See file dsdata.txt to determine how the superseded data were derived.
 CG0049
 CG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA501369(NAD 83)
 CG0049_MARKER: DD = SURVEY DISK
 CG0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0049_SP_SET: CULVERT
 CG0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0049
 CG0049  HISTORY     - Date     Condition        Report By
 CG0049  HISTORY     - UNK      MONUMENTED       AZHD
 CG0049  HISTORY     - 1960     GOOD             NGS
 CG0049  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0049
 CG0049                          STATION DESCRIPTION
 CG0049
 CG0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0049'11.05 MI W FROM BENSON.
 CG0049'11.05 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0049'HIGHWAY 80, 0.1 MILE EAST OF MILEPOST 281, 30 FEET SOUTH OF CENTERLINE
 CG0049'OF EASTBOUND TRAFFIC LANE OF HIGHWAY, 6 FEET LOWER THAN HIGHWAY, SET
 CG0049'IN SOUTH HEADWALL.
 CG0049
 CG0049                          STATION RECOVERY (1979)
 CG0049
 CG0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0049'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW HEADWALL HAS BEEN
 CG0049'CONSTRUCTED IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0156 ***********************************************************************
 CF0156  DESIGNATION -  4076
 CF0156  PID         -  CF0156
 CF0156  STATE/COUNTY-  AZ/COCHISE
 CF0156  USGS QUAD   -  DOUGLAS NE (1978)
 CF0156
 CF0156                         *CURRENT SURVEY CONTROL
 CF0156  ___________________________________________________________________
 CF0156* NAD 83(1986)-  31 27 25.     (N)    109 36 38.     (W)     SCALED    
 CF0156* NAVD 88     -      1243.874  (meters)    4080.94   (feet)  ADJUSTED  
 CF0156  ___________________________________________________________________
 CF0156  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0156  DYNAMIC HT  -        1241.942 (meters)    4074.60  (feet)  COMP
 CF0156  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 CF0156
 CF0156  VERT ORDER  -  FIRST     CLASS II
 CF0156
 CF0156.The horizontal coordinates were scaled from a topographic map and have
 CF0156.an estimated accuracy of +/- 6 seconds.
 CF0156
 CF0156.The orthometric height was determined by differential leveling
 CF0156.and adjusted in June 1991.
 CF0156
 CF0156.The geoid height was determined by GEOID03.
 CF0156
 CF0156.The dynamic height is computed by dividing the NAVD 88
 CF0156.geopotential number by the normal gravity value computed on the
 CF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0156.degrees latitude (g = 980.6199 gals.).
 CF0156
 CF0156.The modeled gravity was interpolated from observed gravity values.
 CF0156
 CF0156;                    North         East    Units  Estimated Accuracy
 CF0156;SPC AZ E     -    50,790.      266,210.      MT  (+/- 180 meters Scaled)
 CF0156
 CF0156                          SUPERSEDED SURVEY CONTROL
 CF0156
 CF0156  NGVD 29 (??/??/92) 1243.002  (m)         4078.08   (f) ADJ UNCH    1 2
 CF0156
 CF0156.Superseded values are not recommended for survey control.
 CF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0156.See file dsdata.txt to determine how the superseded data were derived.
 CF0156
 CF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV320810(NAD 83)
 CF0156_MARKER: P = PIPE CAP
 CF0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0156_STAMPING: 4076
 CF0156_PROJECTION: PROJECTING 14 CENTIMETERS
 CF0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0156_ROD/PIPE-DEPTH: 1.1  meters
 CF0156
 CF0156  HISTORY     - Date     Condition        Report By
 CF0156  HISTORY     - UNK      MONUMENTED       USGS
 CF0156  HISTORY     - 1934     GOOD             NGS
 CF0156  HISTORY     - 1980     GOOD             NGS
 CF0156
 CF0156                          STATION DESCRIPTION
 CF0156
 CF0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0156'9 MI NW FROM DOUGLAS.
 CF0156'9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 666 FROM DOUGLAS, COCHISE
 CF0156'COUNTY, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET WEST
 CF0156'OF AN OLD RAILROAD GRADE, 6 FEET NORTH OF A POLE, IN LINE WITH THE ROW
 CF0156'OF POLES, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A UNITED
 CF0156'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4076 AND RIVETED ON THE
 CF0156'TOP OF A 3 1/2-INCH IRON PIPE REINFORCED WITH CONCRETE.
 CF0156
 CF0156                          STATION RECOVERY (1980)
 CF0156
 CF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0156'17.1 KILOMETERS (10.7 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0156'FROM THE POST OFFICE IN MCNEAL, 0.25 KILOMETER (0.15 MILE)
 CF0156'SOUTHEAST OF HIGHWAY MILEPOST 8, IN LINE WITH A ROW OF POWER
 CF0156'POLES, 27.3 METERS (89.6 FEET) NORTHEAST OF THE CENTERLINE OF
 CF0156'HIGHWAY, 7.9 METERS (26 FEET) SOUTHEAST OF A DIRT ROAD LEADING
 CF0156'EAST AND A METAL GATE, 3.4 METERS (11 FEET) NORTHWEST OF
 CF0156'POWER POLE NUMBER 195, 3.0 METERS (10 FEET) SOUTHEAST OF A GUY
 CF0156'WIRE, 3.2 METERS (10.4 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CF0156'FENCE. NOTE- CONCRETE AROUND PIPE IS CRACKED BUT PIPE IS SOLID.
 CF0156'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0156'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0542 ***********************************************************************
 CZ0542  DESIGNATION -  408+27.9
 CZ0542  PID         -  CZ0542
 CZ0542  STATE/COUNTY-  AZ/PIMA
 CZ0542  USGS QUAD   -  JAYNES (1992)
 CZ0542
 CZ0542                         *CURRENT SURVEY CONTROL
 CZ0542  ___________________________________________________________________
 CZ0542* NAD 83(1986)-  32 20 19.     (N)    111 04 01.     (W)     SCALED    
 CZ0542* NAVD 88     -       670.106  (meters)    2198.51   (feet)  ADJUSTED  
 CZ0542  ___________________________________________________________________
 CZ0542  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0542  DYNAMIC HT  -         669.201 (meters)    2195.54  (feet)  COMP
 CZ0542  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 CZ0542  OBS GRAVITY -     979,268.6   (mgal)                       GRAV_OBS
 CZ0542
 CZ0542  VERT ORDER  -  FIRST     CLASS II
 CZ0542
 CZ0542.The horizontal coordinates were scaled from a topographic map and have
 CZ0542.an estimated accuracy of +/- 6 seconds.
 CZ0542
 CZ0542.The orthometric height was determined by differential leveling
 CZ0542.and adjusted in June 1991.
 CZ0542
 CZ0542.The geoid height was determined by GEOID03.
 CZ0542
 CZ0542.The dynamic height is computed by dividing the NAVD 88
 CZ0542.geopotential number by the normal gravity value computed on the
 CZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0542.degrees latitude (g = 980.6199 gals.).
 CZ0542
 CZ0542.The modeled gravity was interpolated from observed gravity values.
 CZ0542.The observed gravity was obtained from relative gravimeter ties
 CZ0542.to the IGSN71 gravity network.
 CZ0542
 CZ0542;                    North         East    Units  Estimated Accuracy
 CZ0542;SPC AZ C     -   148,730.      293,350.      MT  (+/- 180 meters Scaled)
 CZ0542
 CZ0542                          SUPERSEDED SURVEY CONTROL
 CZ0542
 CZ0542  NGVD 29 (??/??/92)  669.441  (m)         2196.32   (f) ADJ UNCH    1 2
 CZ0542
 CZ0542.Superseded values are not recommended for survey control.
 CZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0542.See file dsdata.txt to determine how the superseded data were derived.
 CZ0542
 CZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA937779(NAD 83)
 CZ0542_MARKER: DD = SURVEY DISK
 CZ0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0542_SP_SET: CURB
 CZ0542_STAMPING: 2196.90 1930 408+27.9
 CZ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0542+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0542
 CZ0542  HISTORY     - Date     Condition        Report By
 CZ0542  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0542  HISTORY     - 1951     GOOD             NGS
 CZ0542  HISTORY     - 1960     GOOD             NGS
 CZ0542  HISTORY     - 1980     GOOD             NGS
 CZ0542  HISTORY     - 19970309 GOOD             USPSQD
 CZ0542  HISTORY     - 20060316 GOOD             USPSQD
 CZ0542
 CZ0542                          STATION DESCRIPTION
 CZ0542
 CZ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0542'1.7 MI SE FROM CORTARO.
 CZ0542'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0542'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.1 MILE
 CZ0542'NORTHWEST OF THE INTERSECTION OF HIGHWAY 84 AND THE KINO ROAD LEADING
 CZ0542'EAST-WEST, AT RAILROAD MILEAGE 973.90, IN TOP OF THE APPROXIMATE
 CZ0542'CENTER OF THE NORTHEAST CURBING OF A SMALL HIGHWAY BRIDGE, 18.3 FEET
 CZ0542'SOUTHWEST OF TELEGRAPH POLE 2, 16 1/2 FEET NORTHEAST OF THE HIGHWAY
 CZ0542'CENTERLINE AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0542
 CZ0542                          STATION RECOVERY (1960)
 CZ0542
 CZ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0542'RECOVERED IN GOOD CONDITION.
 CZ0542
 CZ0542                          STATION RECOVERY (1980)
 CZ0542
 CZ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0542'16.3 KILOMETERS (10.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0542'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0542'NORTHWEST OF THE INTERSECTION OF INA ROAD AND THE FRONTAGE ROAD, SET
 CZ0542'IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE
 CZ0542'BRIDGE UNDER THE FRONTAGE ROAD, 36.6 METERS (120 FEET) SOUTHWEST OF
 CZ0542'THE SOUTHWEST RAIL OF THE RAILROAD TRACK AND 4.9 METERS (16 FEET)
 CZ0542'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0542'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0542
 CZ0542                          STATION RECOVERY (1997)
 CZ0542
 CZ0542'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0542'RECOVERED IN GOOD CONDITION.
 CZ0542
 CZ0542                          STATION RECOVERY (2006)
 CZ0542
 CZ0542'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0542'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0837 ***********************************************************************
 DA0837  DESIGNATION -  4080+45
 DA0837  PID         -  DA0837
 DA0837  STATE/COUNTY-  AZ/MARICOPA
 DA0837  USGS QUAD   -  SENTINEL NE (1986)
 DA0837
 DA0837                         *CURRENT SURVEY CONTROL
 DA0837  ___________________________________________________________________
 DA0837* NAD 83(1986)-  32 53 39.     (N)    113 02 12.     (W)     SCALED    
 DA0837* NAVD 88     -       236.81   (+/-2cm)     776.9    (feet)  VERTCON   
 DA0837  ___________________________________________________________________
 DA0837  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0837
 DA0837.The horizontal coordinates were scaled from a topographic map and have
 DA0837.an estimated accuracy of +/- 6 seconds.
 DA0837
 DA0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0837.The vertical order pertains to the NGVD 29 superseded value.
 DA0837
 DA0837.The geoid height was determined by GEOID03.
 DA0837
 DA0837;                    North         East    Units  Estimated Accuracy
 DA0837;SPC AZ C     -   210,570.      108,580.      MT  (+/- 180 meters Scaled)
 DA0837
 DA0837                          SUPERSEDED SURVEY CONTROL
 DA0837
 DA0837  NGVD 29 (??/??/92)  236.194  (m)          774.91   (f) ADJ UNCH    2 0
 DA0837
 DA0837.Superseded values are not recommended for survey control.
 DA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0837.See file dsdata.txt to determine how the superseded data were derived.
 DA0837
 DA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB095413(NAD 83)
 DA0837_MARKER: DD = SURVEY DISK
 DA0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0837_SP_SET: ABUTMENT
 DA0837_STAMPING: 774.82 4080 + 45 1953
 DA0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0837
 DA0837  HISTORY     - Date     Condition        Report By
 DA0837  HISTORY     - 1953     MONUMENTED       AZHD
 DA0837  HISTORY     - 1960     GOOD             NGS
 DA0837  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0837  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0837
 DA0837                          STATION DESCRIPTION
 DA0837
 DA0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0837'10.4 MI E FROM SENTINEL.
 DA0837'10.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0837'23 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN
 DA0837'THE TOP AND CENTER OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE AND
 DA0837'LEVEL WITH THE HIGHWAY.
 DA0837
 DA0837                          STATION RECOVERY (2006)
 DA0837
 DA0837'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0837'NOT FOUND. ROAD WIDENED.
 DA0837
 DA0837                          STATION RECOVERY (2006)
 DA0837
 DA0837'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0837'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0338 ***********************************************************************
 ET0338  DESIGNATION -  4084
 ET0338  PID         -  ET0338
 ET0338  STATE/COUNTY-  AZ/YAVAPAI
 ET0338  USGS QUAD   -  BISMARCK MESA (1969)
 ET0338
 ET0338                         *CURRENT SURVEY CONTROL
 ET0338  ___________________________________________________________________
 ET0338* NAD 83(1986)-  34 25 35.     (N)    112 48 48.     (W)     SCALED    
 ET0338* NAVD 88     -      1247.956  (meters)    4094.34   (feet)  POSTED    
 ET0338  ___________________________________________________________________
 ET0338  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 ET0338  DYNAMIC HT  -        1246.350 (meters)    4089.07  (feet)  COMP
 ET0338  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 ET0338
 ET0338  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0338
 ET0338.The horizontal coordinates were scaled from a topographic map and have
 ET0338.an estimated accuracy of +/- 6 seconds.
 ET0338
 ET0338.The orthometric height was determined by differential leveling
 ET0338.and adjusted in November 2005.
 ET0338.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0338.rate of 1.1 thru 2.0 mm/km.
 ET0338
 ET0338.The geoid height was determined by GEOID03.
 ET0338
 ET0338.The dynamic height is computed by dividing the NAVD 88
 ET0338.geopotential number by the normal gravity value computed on the
 ET0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0338.degrees latitude (g = 980.6199 gals.).
 ET0338
 ET0338.The modeled gravity was interpolated from observed gravity values.
 ET0338
 ET0338;                    North         East    Units  Estimated Accuracy
 ET0338;SPC AZ C     -   380,310.      130,950.      MT  (+/- 180 meters Scaled)
 ET0338
 ET0338                          SUPERSEDED SURVEY CONTROL
 ET0338
 ET0338  NGVD 29 (??/??/92) 1247.182  (m)         4091.80   (f) ADJ UNCH    1 2
 ET0338
 ET0338.Superseded values are not recommended for survey control.
 ET0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0338.See file dsdata.txt to determine how the superseded data were derived.
 ET0338
 ET0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD333109(NAD 83)
 ET0338_MARKER: DD = SURVEY DISK
 ET0338_SETTING: 80 = SET IN A BOULDER
 ET0338_SP_SET: BOULDER
 ET0338_STAMPING: 4084 PRSCT
 ET0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0338+STABILITY: SURFACE MOTION
 ET0338
 ET0338  HISTORY     - Date     Condition        Report By
 ET0338  HISTORY     - UNK      MONUMENTED       USGS
 ET0338  HISTORY     - 1950     GOOD             NGS
 ET0338
 ET0338                          STATION DESCRIPTION
 ET0338
 ET0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0338'6.8 MI W FROM KIRKLAND.
 ET0338'6.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0338'THE STATION AT KIRKLAND, 0.2 MILE NORTHWEST OF MILEPOLE 93, NEAR THE
 ET0338'CENTER OF A U CURVE, IN THE TOP OF A VOLCANIC BOULDER PROJECTING 1 1/2
 ET0338'FEET ABOVE THE GROUND, 38.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2
 ET0338'FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0250 ***********************************************************************
 GP0250  DESIGNATION -  4087.61
 GP0250  PID         -  GP0250
 GP0250  STATE/COUNTY-  AZ/COCONINO
 GP0250  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0250
 GP0250                         *CURRENT SURVEY CONTROL
 GP0250  ___________________________________________________________________
 GP0250* NAD 83(1986)-  36 44 57.     (N)    111 44 09.     (W)     SCALED    
 GP0250* NAVD 88     -      1243.102  (meters)    4078.41   (feet)  POSTED    
 GP0250  ___________________________________________________________________
 GP0250  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 GP0250  DYNAMIC HT  -        1241.660 (meters)    4073.68  (feet)  COMP
 GP0250  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 GP0250
 GP0250  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0250
 GP0250.The horizontal coordinates were scaled from a topographic map and have
 GP0250.an estimated accuracy of +/- 6 seconds.
 GP0250
 GP0250.The orthometric height was determined by differential leveling
 GP0250.and adjusted by the  in 1992.
 GP0250.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0250.rate of 0.0 thru 1.0 mm/km.
 GP0250
 GP0250.The geoid height was determined by GEOID03.
 GP0250
 GP0250.The dynamic height is computed by dividing the NAVD 88
 GP0250.geopotential number by the normal gravity value computed on the
 GP0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0250.degrees latitude (g = 980.6199 gals.).
 GP0250
 GP0250.The modeled gravity was interpolated from observed gravity values.
 GP0250
 GP0250;                    North         East    Units  Estimated Accuracy
 GP0250;SPC AZ C     -   637,650.      229,510.      MT  (+/- 180 meters Scaled)
 GP0250
 GP0250                          SUPERSEDED SURVEY CONTROL
 GP0250
 GP0250  NGVD 29 (??/??/92) 1242.195  (m)         4075.43   (f) ADJ UNCH    1 2
 GP0250
 GP0250.Superseded values are not recommended for survey control.
 GP0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0250.See file dsdata.txt to determine how the superseded data were derived.
 GP0250
 GP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF343673(NAD 83)
 GP0250_MARKER: DD = SURVEY DISK
 GP0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0250_SP_SET: CULVERT
 GP0250_STAMPING: 4087.61 424+21.0
 GP0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0250
 GP0250  HISTORY     - Date     Condition        Report By
 GP0250  HISTORY     - UNK      MONUMENTED       AZHD
 GP0250  HISTORY     - 1933     GOOD             NGS
 GP0250  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0250
 GP0250                          STATION DESCRIPTION
 GP0250
 GP0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GP0250'7.6 MI SW FROM MARBLE CANYON.
 GP0250'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0250'MARBLE CANYON, COCONINO COUNTY, AT A 3-FOOT CORRUGATED-IRON PIPE
 GP0250'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0250'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4087.61
 GP0250'424+21.0.
 GP0250
 GP0250                          STATION RECOVERY (1978)
 GP0250
 GP0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0103 ***********************************************************************
 CG0103  DESIGNATION -  4089.29
 CG0103  PID         -  CG0103
 CG0103  STATE/COUNTY-  AZ/COCHISE
 CG0103  USGS QUAD   -  SAINT DAVID (1973)
 CG0103
 CG0103                         *CURRENT SURVEY CONTROL
 CG0103  ___________________________________________________________________
 CG0103* NAD 83(1986)-  31 59 13.     (N)    110 11 28.     (W)     SCALED    
 CG0103* NAVD 88     -      1246.89   (+/-2cm)    4090.8    (feet)  VERTCON   
 CG0103  ___________________________________________________________________
 CG0103  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CG0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0103
 CG0103.The horizontal coordinates were scaled from a topographic map and have
 CG0103.an estimated accuracy of +/- 6 seconds.
 CG0103
 CG0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0103.The vertical order pertains to the NGVD 29 superseded value.
 CG0103
 CG0103.The geoid height was determined by GEOID03.
 CG0103
 CG0103;                    North         East    Units  Estimated Accuracy
 CG0103;SPC AZ E     -   109,420.      211,050.      MT  (+/- 180 meters Scaled)
 CG0103
 CG0103                          SUPERSEDED SURVEY CONTROL
 CG0103
 CG0103  NGVD 29 (??/??/92) 1246.048  (m)         4088.08   (f) ADJ UNCH    2 0
 CG0103
 CG0103.Superseded values are not recommended for survey control.
 CG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0103.See file dsdata.txt to determine how the superseded data were derived.
 CG0103
 CG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA764392(NAD 83)
 CG0103_MARKER: DD = SURVEY DISK
 CG0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0103_SP_SET: WALL
 CG0103_STAMPING: 4089.29
 CG0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0103
 CG0103  HISTORY     - Date     Condition        Report By
 CG0103  HISTORY     - UNK      MONUMENTED       AZHD
 CG0103  HISTORY     - 1960     GOOD             NGS
 CG0103  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0103
 CG0103                          STATION DESCRIPTION
 CG0103
 CG0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0103'6.7 MI E FROM BENSON.
 CG0103'6.7 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0103'86, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE,
 CG0103'CEMENTED IN THE CENTER OF THE WEST WALL OF A DRAIN THAT IS LOCATED
 CG0103'BETWEEN THE TWO TRAFFIC LANES.
 CG0103
 CG0103                          STATION RECOVERY (1979)
 CG0103
 CG0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0103'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0338 ***********************************************************************
 DU0338  DESIGNATION -  4090.177
 DU0338  PID         -  DU0338
 DU0338  STATE/COUNTY-  AZ/GILA
 DU0338  USGS QUAD   -  CHROME BUTTE (1966)
 DU0338
 DU0338                         *CURRENT SURVEY CONTROL
 DU0338  ___________________________________________________________________
 DU0338* NAD 83(1986)-  33 35 12.     (N)    110 38 59.     (W)     SCALED    
 DU0338* NAVD 88     -      1246.687  (meters)    4090.17   (feet)  ADJUSTED  
 DU0338  ___________________________________________________________________
 DU0338  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DU0338  DYNAMIC HT  -        1244.956 (meters)    4084.49  (feet)  COMP
 DU0338  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 DU0338
 DU0338  VERT ORDER  -  SECOND    CLASS 0
 DU0338
 DU0338.The horizontal coordinates were scaled from a topographic map and have
 DU0338.an estimated accuracy of +/- 6 seconds.
 DU0338
 DU0338.The orthometric height was determined by differential leveling
 DU0338.and adjusted in June 1991.
 DU0338
 DU0338.The geoid height was determined by GEOID03.
 DU0338
 DU0338.The dynamic height is computed by dividing the NAVD 88
 DU0338.geopotential number by the normal gravity value computed on the
 DU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0338.degrees latitude (g = 980.6199 gals.).
 DU0338
 DU0338.The modeled gravity was interpolated from observed gravity values.
 DU0338
 DU0338;                    North         East    Units  Estimated Accuracy
 DU0338;SPC AZ E     -   286,920.      168,520.      MT  (+/- 180 meters Scaled)
 DU0338
 DU0338                          SUPERSEDED SURVEY CONTROL
 DU0338
 DU0338  NGVD 29 (??/??/92) 1246.007  (m)         4087.94   (f) ADJ UNCH    2 0
 DU0338
 DU0338.Superseded values are not recommended for survey control.
 DU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0338.See file dsdata.txt to determine how the superseded data were derived.
 DU0338
 DU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC325163(NAD 83)
 DU0338_MARKER: DD = SURVEY DISK
 DU0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0338_SP_SET: BRIDGE
 DU0338_STAMPING: EL 4090.177
 DU0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0338
 DU0338  HISTORY     - Date     Condition        Report By
 DU0338  HISTORY     - UNK      MONUMENTED       AZHD
 DU0338  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0338
 DU0338                          STATION DESCRIPTION
 DU0338
 DU0338'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0338'20.1 MI NE FROM GLOBE.
 DU0338'20.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, AT
 DU0338'A LONG CONCRETE BRIDGE OVER SEVEN MILE CREEK, AND IN THE TOP OF THE
 DU0338'SOUTH END OF THE EAST CONCRETE HANDRAIL.  NOTE-- U.S. HIGHWAY 60 HAS
 DU0338'BEEN REALIGNED AND A NEW BRIDGE CONSTRUCTED IN THE AREA OF THE BENCH
 DU0338'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0252 ***********************************************************************
 GP0252  DESIGNATION -  4090.26
 GP0252  PID         -  GP0252
 GP0252  STATE/COUNTY-  AZ/COCONINO
 GP0252  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0252
 GP0252                         *CURRENT SURVEY CONTROL
 GP0252  ___________________________________________________________________
 GP0252* NAD 83(1986)-  36 44 49.     (N)    111 44 55.     (W)     SCALED    
 GP0252* NAVD 88     -      1243.911  (meters)    4081.06   (feet)  POSTED    
 GP0252  ___________________________________________________________________
 GP0252  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0252  DYNAMIC HT  -        1242.460 (meters)    4076.30  (feet)  COMP
 GP0252  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 GP0252
 GP0252  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0252
 GP0252.The horizontal coordinates were scaled from a topographic map and have
 GP0252.an estimated accuracy of +/- 6 seconds.
 GP0252
 GP0252.The orthometric height was determined by differential leveling
 GP0252.and adjusted by the  in 1992.
 GP0252.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0252.rate of 0.0 thru 1.0 mm/km.
 GP0252
 GP0252.The geoid height was determined by GEOID03.
 GP0252
 GP0252.The dynamic height is computed by dividing the NAVD 88
 GP0252.geopotential number by the normal gravity value computed on the
 GP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0252.degrees latitude (g = 980.6199 gals.).
 GP0252
 GP0252.The modeled gravity was interpolated from observed gravity values.
 GP0252
 GP0252;                    North         East    Units  Estimated Accuracy
 GP0252;SPC AZ C     -   637,400.      228,370.      MT  (+/- 180 meters Scaled)
 GP0252
 GP0252                          SUPERSEDED SURVEY CONTROL
 GP0252
 GP0252  NGVD 29 (??/??/92) 1242.998  (m)         4078.07   (f) ADJ UNCH    1 2
 GP0252
 GP0252.Superseded values are not recommended for survey control.
 GP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0252.See file dsdata.txt to determine how the superseded data were derived.
 GP0252
 GP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF331670(NAD 83)
 GP0252_MARKER: DD = SURVEY DISK
 GP0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0252_SP_SET: CURB
 GP0252_STAMPING: 4090.26 485+93.8 1933
 GP0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0252
 GP0252  HISTORY     - Date     Condition        Report By
 GP0252  HISTORY     - 1933     MONUMENTED       AZHD
 GP0252
 GP0252                          STATION DESCRIPTION
 GP0252
 GP0252'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0252'8.3 MI SW FROM MARBLE CANYON.
 GP0252'8.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0252'MARBLE CANYON, COCONINO COUNTY, 0.1 MILE EAST OF THE CLIFF DWELLERS
 GP0252'SERVICE STATION IN 1934, AT A CONCRETE AND STEEL BRIDGE OVER A WASH,
 GP0252'AND IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURBING.  AN
 GP0252'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4090.26
 GP0252'485+93.8 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0210 ***********************************************************************
 ET0210  DESIGNATION -  4090.81
 ET0210  PID         -  ET0210
 ET0210  STATE/COUNTY-  AZ/YAVAPAI
 ET0210  USGS QUAD   -  ESTLER PEAK (1974)
 ET0210
 ET0210                         *CURRENT SURVEY CONTROL
 ET0210  ___________________________________________________________________
 ET0210* NAD 83(1986)-  34 26 12.     (N)    112 01 53.     (W)     SCALED    
 ET0210* NAVD 88     -      1247.72   (+/-2cm)    4093.6    (feet)  VERTCON   
 ET0210  ___________________________________________________________________
 ET0210  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 ET0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0210
 ET0210.The horizontal coordinates were scaled from a topographic map and have
 ET0210.an estimated accuracy of +/- 6 seconds.
 ET0210
 ET0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0210.The vertical order pertains to the NGVD 29 superseded value.
 ET0210
 ET0210.The geoid height was determined by GEOID03.
 ET0210
 ET0210;                    North         East    Units  Estimated Accuracy
 ET0210;SPC AZ C     -   381,090.      202,820.      MT  (+/- 180 meters Scaled)
 ET0210
 ET0210                          SUPERSEDED SURVEY CONTROL
 ET0210
 ET0210  NGVD 29 (??/??/92) 1246.976  (m)         4091.12   (f) ADJ UNCH    2 0
 ET0210
 ET0210.Superseded values are not recommended for survey control.
 ET0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0210.See file dsdata.txt to determine how the superseded data were derived.
 ET0210
 ET0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD052110(NAD 83)
 ET0210_MARKER: DZ = AZIMUTH MARK DISK
 ET0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0210_SP_SET: CULVERT
 ET0210_STAMPING: 4090.81 3747+50 1953
 ET0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0210+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0210
 ET0210  HISTORY     - Date     Condition        Report By
 ET0210  HISTORY     - 1953     MONUMENTED       AZDT
 ET0210  HISTORY     - 1959     GOOD             NGS
 ET0210  HISTORY     - 20080816 GOOD             GEOCAC
 ET0210
 ET0210                          STATION DESCRIPTION
 ET0210
 ET0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0210'16.0 MI SW FROM CAMP VERDE.
 ET0210'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0210'OFFICE IN CAMP VERDE, THENCE 13.35 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0210'0.6 MILE SOUTH OF MILEPOST 273, 28 FEET EAST OF THE CENTER OF THE
 ET0210'HIGHWAY, SET IN CENTER OF A 7 FOOT CONCRETE CULVERT.
 ET0210
 ET0210                          STATION RECOVERY (2008)
 ET0210
 ET0210'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0210'GPSR COORDINATES (NAD 83) N34 26.199 W112 01.891
 ET0210'4,088 FT ASL
 ET0210' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0249 ***********************************************************************
 GP0249  DESIGNATION -  4092.08
 GP0249  PID         -  GP0249
 GP0249  STATE/COUNTY-  AZ/COCONINO
 GP0249  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0249
 GP0249                         *CURRENT SURVEY CONTROL
 GP0249  ___________________________________________________________________
 GP0249* NAD 83(1986)-  36 45 03.     (N)    111 43 39.     (W)     SCALED    
 GP0249* NAVD 88     -      1244.44   (+/-2cm)    4082.8    (feet)  VERTCON   
 GP0249  ___________________________________________________________________
 GP0249  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0249  VERT ORDER  -  ? (See Below)
 GP0249
 GP0249.The horizontal coordinates were scaled from a topographic map and have
 GP0249.an estimated accuracy of +/- 6 seconds.
 GP0249
 GP0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0249.The vertical order pertains to the NGVD 29 superseded value.
 GP0249
 GP0249.The geoid height was determined by GEOID03.
 GP0249
 GP0249;                    North         East    Units  Estimated Accuracy
 GP0249;SPC AZ C     -   637,840.      230,250.      MT  (+/- 180 meters Scaled)
 GP0249
 GP0249                          SUPERSEDED SURVEY CONTROL
 GP0249
 GP0249  NGVD 29 (??/??/92) 1243.543  (m)         4079.86   (f) ADJ UNCH    ?  
 GP0249
 GP0249.Superseded values are not recommended for survey control.
 GP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0249.See file dsdata.txt to determine how the superseded data were derived.
 GP0249
 GP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF350674(NAD 83)
 GP0249_MARKER: DD = SURVEY DISK
 GP0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0249_SP_SET: CULVERT
 GP0249_STAMPING: 4092.08 399+47.2 1933
 GP0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0249
 GP0249  HISTORY     - Date     Condition        Report By
 GP0249  HISTORY     - 1933     MONUMENTED       AZHD
 GP0249
 GP0249                          STATION DESCRIPTION
 GP0249
 GP0249'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0249'7.1 MI SW FROM MARBLE CANYON.
 GP0249'7.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0249'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 2-FOOT CORRUGATED-IRON
 GP0249'PIPE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 GP0249'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0249'4092.08 399+47.2 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0050 ***********************************************************************
 CG0050  DESIGNATION -  4092.69
 CG0050  PID         -  CG0050
 CG0050  STATE/COUNTY-  AZ/PIMA
 CG0050  USGS QUAD   -  MESCAL (1983)
 CG0050
 CG0050                         *CURRENT SURVEY CONTROL
 CG0050  ___________________________________________________________________
 CG0050* NAD 83(1986)-  31 57 57.     (N)    110 27 43.     (W)     SCALED    
 CG0050* NAVD 88     -      1247.947  (meters)    4094.31   (feet)  ADJUSTED  
 CG0050  ___________________________________________________________________
 CG0050  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0050  DYNAMIC HT  -        1246.082 (meters)    4088.19  (feet)  COMP
 CG0050  MODELED GRAV-     979,102.0   (mgal)                       NAVD 88
 CG0050
 CG0050  VERT ORDER  -  FIRST     CLASS II
 CG0050
 CG0050.The horizontal coordinates were scaled from a topographic map and have
 CG0050.an estimated accuracy of +/- 6 seconds.
 CG0050
 CG0050.The orthometric height was determined by differential leveling
 CG0050.and adjusted in June 1991.
 CG0050
 CG0050.The geoid height was determined by GEOID03.
 CG0050
 CG0050.The dynamic height is computed by dividing the NAVD 88
 CG0050.geopotential number by the normal gravity value computed on the
 CG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0050.degrees latitude (g = 980.6199 gals.).
 CG0050
 CG0050.The modeled gravity was interpolated from observed gravity values.
 CG0050
 CG0050;                    North         East    Units  Estimated Accuracy
 CG0050;SPC AZ C     -   108,000.      350,870.      MT  (+/- 180 meters Scaled)
 CG0050
 CG0050                          SUPERSEDED SURVEY CONTROL
 CG0050
 CG0050.No superseded survey control is available for this station.
 CG0050
 CG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA508367(NAD 83)
 CG0050_MARKER: DD = SURVEY DISK
 CG0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0050_SP_SET: CULVERT
 CG0050_STAMPING: 4092.69
 CG0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0050
 CG0050  HISTORY     - Date     Condition        Report By
 CG0050  HISTORY     - UNK      MONUMENTED       AZHD
 CG0050  HISTORY     - 1960     GOOD             NGS
 CG0050  HISTORY     - 1979     GOOD             NGS
 CG0050
 CG0050                          STATION DESCRIPTION
 CG0050
 CG0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0050'10.55 MI W FROM BENSON.
 CG0050'10.55 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0050'HIGHWAY 80, AT MILEPOST 283, 27 FEET SOUTH OF CENTERLINE OF EASTBOUND
 CG0050'TRAFFIC LANE OF THE HIGHWAY, 1.6 FEET HIGHER THAN HIGHWAY, SET IN
 CG0050'SOUTH HEADWALL.
 CG0050
 CG0050                          STATION RECOVERY (1979)
 CG0050
 CG0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0050'9.8 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0050'OVERPASS AT BENSON, SET IN THE TOP CENTER OF A CONCRETE HEADWALL FOR A
 CG0050'TRIPLE BOX CULVERT, 0.35 MILE WEST OF A POWER LINE CROSSING THE
 CG0050'HIGHWAY, 0.5 MILE WEST OF MILE POST 296, 23.5 FEET SOUTH OF THE
 CG0050'EAST END OF THE HEADWALL AND 19 FEET EAST OF THE WEST END OF THE
 CG0050'HEADWALL.
 CG0050'THE MARK IS 1 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0565 ***********************************************************************
 ES0565  DESIGNATION -  4097.02
 ES0565  PID         -  ES0565
 ES0565  STATE/COUNTY-  AZ/YAVAPAI
 ES0565  USGS QUAD   -  CASNER BUTTE (1965)
 ES0565
 ES0565                         *CURRENT SURVEY CONTROL
 ES0565  ___________________________________________________________________
 ES0565* NAD 83(1986)-  34 42 08.     (N)    111 44 26.     (W)     SCALED    
 ES0565* NAVD 88     -      1249.354  (meters)    4098.92   (feet)  ADJUSTED  
 ES0565  ___________________________________________________________________
 ES0565  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 ES0565  DYNAMIC HT  -        1247.768 (meters)    4093.72  (feet)  COMP
 ES0565  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 ES0565
 ES0565  VERT ORDER  -  SECOND    CLASS 0
 ES0565
 ES0565.The horizontal coordinates were scaled from a topographic map and have
 ES0565.an estimated accuracy of +/- 6 seconds.
 ES0565
 ES0565.The orthometric height was determined by differential leveling
 ES0565.and adjusted in June 1991.
 ES0565
 ES0565.The geoid height was determined by GEOID03.
 ES0565
 ES0565.The dynamic height is computed by dividing the NAVD 88
 ES0565.geopotential number by the normal gravity value computed on the
 ES0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0565.degrees latitude (g = 980.6199 gals.).
 ES0565
 ES0565.The modeled gravity was interpolated from observed gravity values.
 ES0565
 ES0565;                    North         East    Units  Estimated Accuracy
 ES0565;SPC AZ C     -   410,560.      229,490.      MT  (+/- 180 meters Scaled)
 ES0565
 ES0565                          SUPERSEDED SURVEY CONTROL
 ES0565
 ES0565  NGVD 29 (??/??/92) 1248.618  (m)         4096.51   (f) ADJ UNCH    2 0
 ES0565
 ES0565.Superseded values are not recommended for survey control.
 ES0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0565.See file dsdata.txt to determine how the superseded data were derived.
 ES0565
 ES0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD321402(NAD 83)
 ES0565_MARKER: DD = SURVEY DISK
 ES0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0565_SP_SET: CULVERT
 ES0565_STAMPING: 4097.02 5241+14 1959
 ES0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0565
 ES0565  HISTORY     - Date     Condition        Report By
 ES0565  HISTORY     - 1959     MONUMENTED       AZHD
 ES0565  HISTORY     - 1959     GOOD             NGS
 ES0565
 ES0565                          STATION DESCRIPTION
 ES0565
 ES0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0565'12.6 MI NE FROM CAMP VERDE.
 ES0565'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN
 ES0565'SEDONA.  THENCE 7.0 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE
 ES0565'CONTINUE AHEAD SOUTHEAST ALONG THE GRAVELED ROAD FOR 7.8 MILES TO THE
 ES0565'END OF THE CONSTRUCTION FOR THE NEW HIGHWAY, THENCE 1.0 MILE NORTH
 ES0565'ALONG THE NEW HIGHWAY, 31 FEET EAST OF THE CENTER OF THE HIGHWAY, 3
 ES0565'FEET NORTH OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE
 ES0565'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1653 ***********************************************************************
 DU1653  DESIGNATION -  40TH
 DU1653  PID         -  DU1653
 DU1653  STATE/COUNTY-  AZ/MARICOPA
 DU1653  USGS QUAD   -  BUCKHORN (1982)
 DU1653
 DU1653                         *CURRENT SURVEY CONTROL
 DU1653  ___________________________________________________________________
 DU1653* NAD 83(1992)-  33 23 11.22487(N)    111 44 42.55437(W)     ADJUSTED  
 DU1653* NAVD 88     -       388.286  (meters)    1273.90   (feet)  ADJUSTED  
 DU1653  ___________________________________________________________________
 DU1653  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DU1653  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU1653  DYNAMIC HT  -         387.824 (meters)    1272.39  (feet)  COMP
 DU1653  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 DU1653
 DU1653  HORZ ORDER  -  SECOND
 DU1653  VERT ORDER  -  SECOND    CLASS I
 DU1653
 DU1653.The horizontal coordinates were established by classical geodetic methods
 DU1653.and adjusted by the National Geodetic Survey in August 1993.
 DU1653
 DU1653.The orthometric height was determined by differential leveling
 DU1653.and adjusted in January 1998.
 DU1653
 DU1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1653
 DU1653.The geoid height was determined by GEOID03.
 DU1653
 DU1653.The dynamic height is computed by dividing the NAVD 88
 DU1653.geopotential number by the normal gravity value computed on the
 DU1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1653.degrees latitude (g = 980.6199 gals.).
 DU1653
 DU1653.The modeled gravity was interpolated from observed gravity values.
 DU1653
 DU1653;                    North         East     Units Scale Factor Converg.
 DU1653;SPC AZ C     -   264,620.907   229,316.584   MT  0.99990314   +0 05 39.8
 DU1653;SPC AZ C     -   868,178.83    752,351.00   iFT  0.99990314   +0 05 39.8
 DU1653;UTM  12      - 3,694,378.312   430,695.086   MT  0.99965922   -0 24 36.2
 DU1653
 DU1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1653!SPC AZ C     -   0.99994371  x   0.99990314  =   0.99984685
 DU1653!UTM  12      -   0.99994371  x   0.99965922  =   0.99960295
 DU1653
 DU1653|---------------------------------------------------------------------|
 DU1653| PID    Reference Object                     Distance      Geod. Az  |
 DU1653|                                                           dddmmss.s |
 DU1653| DU1654 40TH RM 1                            12.438 METERS 09117     |
 DU1653| DU1658 32ND                                APPROX. 1.6 KM 2695023.2 |
 DU1653| DU1655 40TH RM 2                             7.453 METERS 27031     |
 DU1653| DU2149 MESA MUNICIPAL TANK 2               APPROX. 8.9 KM 2955550.4 |
 DU1653|---------------------------------------------------------------------|
 DU1653
 DU1653                          SUPERSEDED SURVEY CONTROL
 DU1653
 DU1653  NAD 83(1986)-  33 23 11.21951(N)    111 44 42.55869(W) AD(       ) 2
 DU1653  NAD 27      -  33 23 11.04683(N)    111 44 40.06203(W) AD(       ) 2
 DU1653  NAVD 88 (11/29/93)  388.275  (m)         1273.87   (f) UNKNOWN     2 1
 DU1653  NGVD 29 (07/19/86)  387.1    (m)         1270.     (f) VERT ANG    3  
 DU1653
 DU1653.Superseded values are not recommended for survey control.
 DU1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1653.See file dsdata.txt to determine how the superseded data were derived.
 DU1653
 DU1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3069594378(NAD 83)
 DU1653_MARKER: DE = TRAVERSE STATION DISK
 DU1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1653_SP_SET: CONCRETE POST
 DU1653_STAMPING: 40TH 1974
 DU1653_MARK LOGO: AZDT  
 DU1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1653+STABILITY: SURFACE MOTION
 DU1653
 DU1653  HISTORY     - Date     Condition        Report By
 DU1653  HISTORY     - 1974     MONUMENTED       AZDT
 DU1653  HISTORY     - 1981     GOOD             AZDT
 DU1653  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1653  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1653  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1653
 DU1653                          STATION DESCRIPTION
 DU1653
 DU1653'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1653'THE STATION IS LOCATED ABOUT 5.7 MILES EAST SOUTHEAST OF MESA
 DU1653'AND 3.4 MILES EAST NORTHEAST OF GILBERT NEAR THE CENTERLINE OF THE
 DU1653'PROPOSED SUPERSTITION FREEWAY.
 DU1653'
 DU1653'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 40TH
 DU1653'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT 0.3
 DU1653'FEET BELOW GROUND LEVEL.  THE MARK IS 9.2 FEET NORTH OF THE NORTH
 DU1653'EDGE OF CEMENT LINE IRRIGATION DITCH, ABOUT 25 FEET EAST OF A
 DU1653'LARGE COTTONWOOD TREE AND 2.9 FEET N.W. OF A WITNESS POST.
 DU1653'
 DU1653'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED 40TH
 DU1653'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1653'PROJECTING 0.4 FEET.  THE MARK IS 8.6 FEET NORTH OF A CEMENT
 DU1653'LINED DITCH, 8.0 FEET SOUTH OF CENTERLINE OF A DIRT ROAD AND 2.5
 DU1653'FEET NORTHWEST OF A WITNESS POST.
 DU1653'
 DU1653'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED 40TH RM 2
 DU1653'1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1653'PROJECTING 0.7 FEET.  THE MARK IS 1.9 FEET EAST OF A 6 INCH X 8
 DU1653'INCH WOODEN FENCE POST CORNER AND 3.2 FEET SOUTH SOUTHEAST OF 48
 DU1653'IN DIAMETER COTTONWOOD TREE.
 DU1653'
 DU1653'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE
 DU1653'ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5 MILES TO
 DU1653'BASELINE ROAD, TURN LEFT (EAST) FOR 5.0 MILES TO VAL VISTA DR. THEN
 DU1653'TURN LEFT (NORTH) ON VAL VISTA DRIVE FOR 0.5 MILES TO A FIELD
 DU1653'ROAD EAST, TURN RIGHT (EAST) ON FIELD ROAD FOR 0.5 MILES TO
 DU1653'STATION ON THE RIGHT AND ON THE EAST SIDE OF LARGE COTTONWOOD
 DU1653'TREE.
 DU1653'
 DU1653'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1653
 DU1653                          STATION RECOVERY (1981)
 DU1653
 DU1653'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1653'IN MESA.
 DU1653'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1653'POWER ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE WEST ALONG THE
 DU1653'CORRIDOR FOR 3.5 MILES (5.64 KM) TO THE STATION ON THE EAST SIDE OF A
 DU1653'LARGE COTTONWOOD TREE, A STANDARD AZDT ALUMINUM CAP SET IN THE TOP OF
 DU1653'A 12-INCH CONCRETE POST 0.3 FT BELOW GROUND, THE MARK IS 9.2 FT
 DU1653'(2.80 METERS) NORTH OF THE NORTH EDGE OF A CONCRETE LINED IRRIGATION
 DU1653'DITCH, ABOUT 25 FT (7.62 METERS) EAST OF A LARGE COTTONWOOD TREE, 2.9
 DU1653'FT (88 CM) NORTHWEST OF A WITNESS POST AND SIGN.
 DU1653
 DU1653                          STATION RECOVERY (1994)
 DU1653
 DU1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1653'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1653
 DU1653                          STATION RECOVERY (2006)
 DU1653
 DU1653'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1653'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU1653'ADJUSTED COORDINATES POINT TOWARD THE CENTER CONCRETE/ASPHALT MEDIAN
 DU1653'IN THE NEWLY WIDENED SUPERSTITION FREEWAY. THERE IS NO LONGER ANY
 DU1653'VEGETATION, IRRIGATION DITCH, OR WITNESS POST IN THE AREA.
 DU1653
 DU1653                          STATION RECOVERY (2008)
 DU1653
 DU1653'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1653'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1653'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1654 ***********************************************************************
 DU1654  DESIGNATION -  40TH RM 1
 DU1654  PID         -  DU1654
 DU1654  STATE/COUNTY-  AZ/MARICOPA
 DU1654  USGS QUAD   -  BUCKHORN (1982)
 DU1654
 DU1654                         *CURRENT SURVEY CONTROL
 DU1654  ___________________________________________________________________
 DU1654* NAD 83(1986)-  33 23 11.     (N)    111 44 42.     (W)     SCALED    
 DU1654* NAVD 88     -       388.406  (meters)    1274.30   (feet)  ADJUSTED  
 DU1654  ___________________________________________________________________
 DU1654  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU1654  DYNAMIC HT  -         387.945 (meters)    1272.78  (feet)  COMP
 DU1654  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 DU1654
 DU1654  VERT ORDER  -  SECOND    CLASS I
 DU1654
 DU1654.The horizontal coordinates were scaled from a topographic map and have
 DU1654.an estimated accuracy of +/- 6 seconds.
 DU1654
 DU1654.The orthometric height was determined by differential leveling
 DU1654.and adjusted in January 1998.
 DU1654
 DU1654.The geoid height was determined by GEOID03.
 DU1654
 DU1654.The dynamic height is computed by dividing the NAVD 88
 DU1654.geopotential number by the normal gravity value computed on the
 DU1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1654.degrees latitude (g = 980.6199 gals.).
 DU1654
 DU1654.The modeled gravity was interpolated from observed gravity values.
 DU1654
 DU1654;                    North         East    Units  Estimated Accuracy
 DU1654;SPC AZ C     -   264,610.      229,330.      MT  (+/- 180 meters Scaled)
 DU1654
 DU1654                          SUPERSEDED SURVEY CONTROL
 DU1654
 DU1654  NAVD 88 (11/29/93)  388.395  (m)         1274.26   (f) UNKNOWN     2 1
 DU1654
 DU1654.Superseded values are not recommended for survey control.
 DU1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1654.See file dsdata.txt to determine how the superseded data were derived.
 DU1654
 DU1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB307943(NAD 83)
 DU1654_MARKER: DR = REFERENCE MARK DISK
 DU1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1654_SP_SET: CONCRETE POST
 DU1654_STAMPING: 40TH RM 1 1974
 DU1654_MARK LOGO: AZDT  
 DU1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1654+STABILITY: SURFACE MOTION
 DU1654
 DU1654  HISTORY     - Date     Condition        Report By
 DU1654  HISTORY     - 1974     MONUMENTED       AZDT
 DU1654  HISTORY     - 1981     GOOD             AZDT
 DU1654  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1654  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1654  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1654
 DU1654                          STATION DESCRIPTION
 DU1654
 DU1654'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1654'IN MESA.
 DU1654'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1654'POWER ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE WEST ALONG THE
 DU1654'CORRIDOR FOR 3.5 MILES (5.64 KM) TO THE MARK, A STANDARD AZDT ALUMINUM
 DU1654'CAP SET IN TOP OF A 12-INCH CONCRETE POST PROJECTING 0.4 FT, THE MARK
 DU1654'IS 8.6 FT (2.62 METERS) NORTH OF A CONCRETE LINED IRRIGATION DITCH,
 DU1654'8.0 FT (2.44 METERS) SOUTH OF THE CENTERLINE OF A DIRT ROAD, 2.5 FT
 DU1654'(76 CM) NORTHWEST OF A WITNESS POST AND SIGN.
 DU1654
 DU1654                          STATION RECOVERY (1994)
 DU1654
 DU1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1654'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1654
 DU1654                          STATION RECOVERY (2006)
 DU1654
 DU1654'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1654'DID NOT FIND REFERENCE MARK 1. THE ADJUSTED COORDINATES OF THE STATION
 DU1654'POINT TOWARD THE CENTER CONCRETE/ASPHALT MEDIAN IN THE NEWLY WIDENED
 DU1654'SUPERSTITION FREEWAY. THERE IS NO IRRIGATION DITCH, DIRT ROAD, OR
 DU1654'WITNESS POST IN THE AREA.
 DU1654
 DU1654                          STATION RECOVERY (2008)
 DU1654
 DU1654'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1654'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1654'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1655 ***********************************************************************
 DU1655  DESIGNATION -  40TH RM 2
 DU1655  PID         -  DU1655
 DU1655  STATE/COUNTY-  AZ/MARICOPA
 DU1655  USGS QUAD   -  BUCKHORN (1982)
 DU1655
 DU1655                         *CURRENT SURVEY CONTROL
 DU1655  ___________________________________________________________________
 DU1655* NAD 83(1986)-  33 23 11.     (N)    111 44 42.     (W)     SCALED    
 DU1655* NAVD 88     -       388.333  (meters)    1274.06   (feet)  ADJUSTED  
 DU1655  ___________________________________________________________________
 DU1655  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU1655  DYNAMIC HT  -         387.871 (meters)    1272.54  (feet)  COMP
 DU1655  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 DU1655
 DU1655  VERT ORDER  -  SECOND    CLASS I
 DU1655
 DU1655.The horizontal coordinates were scaled from a topographic map and have
 DU1655.an estimated accuracy of +/- 6 seconds.
 DU1655
 DU1655.The orthometric height was determined by differential leveling
 DU1655.and adjusted in January 1998.
 DU1655
 DU1655.The geoid height was determined by GEOID03.
 DU1655
 DU1655.The dynamic height is computed by dividing the NAVD 88
 DU1655.geopotential number by the normal gravity value computed on the
 DU1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1655.degrees latitude (g = 980.6199 gals.).
 DU1655
 DU1655.The modeled gravity was interpolated from observed gravity values.
 DU1655
 DU1655;                    North         East    Units  Estimated Accuracy
 DU1655;SPC AZ C     -   264,610.      229,330.      MT  (+/- 180 meters Scaled)
 DU1655
 DU1655                          SUPERSEDED SURVEY CONTROL
 DU1655
 DU1655  NAVD 88 (11/29/93)  388.322  (m)         1274.02   (f) UNKNOWN     2 1
 DU1655
 DU1655.Superseded values are not recommended for survey control.
 DU1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1655.See file dsdata.txt to determine how the superseded data were derived.
 DU1655
 DU1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB307943(NAD 83)
 DU1655_MARKER: DR = REFERENCE MARK DISK
 DU1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1655_SP_SET: CONCRETE POST
 DU1655_STAMPING: 40TH RM 2 1974
 DU1655_MARK LOGO: AZDT  
 DU1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1655+STABILITY: SURFACE MOTION
 DU1655
 DU1655  HISTORY     - Date     Condition        Report By
 DU1655  HISTORY     - 1974     MONUMENTED       AZDT
 DU1655  HISTORY     - 1981     GOOD             AZDT
 DU1655  HISTORY     - 19941217 MARK NOT FOUND   USPSQD
 DU1655  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1655  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1655
 DU1655                          STATION DESCRIPTION
 DU1655
 DU1655'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1655'IN MESA.
 DU1655'IN MESA, 2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1655'POWER ROAD TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE WEST ALONG THE
 DU1655'CORRIDOR FOR 3.5 MILES (5.64 KM) TO THE MARK, A STANDARD AZDT ALUMINUM
 DU1655'CAP SET IN TOP OF A 12-INCH CONCRETE POST PROJECTING 0.7 FT, THE MARK
 DU1655'IS 1.9 FT (58 CM) EAST OF A 6-BY 8-INCH WOODEN FENCE POST
 DU1655'CORNER, 5.2 FT (1.58 METERS) SOUTHEAST OF A 48-INCH COTTONWOOD TREE.
 DU1655
 DU1655                          STATION RECOVERY (1994)
 DU1655
 DU1655'RECOVERY NOTE BY US POWER SQUADRON 1994
 DU1655'MARK NOT FOUND.
 DU1655
 DU1655                          STATION RECOVERY (2006)
 DU1655
 DU1655'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1655'DID NOT FIND REFERENCE MARK 2. THE ADJUSTED COORDINATES OF THE STATION
 DU1655'POINT TOWARD THE CENTER CONCRETE/ASPHALT MEDIAN IN THE NEWLY WIDENED
 DU1655'SUPERSTITION FREEWAY. THERE IS NO FENCE POST OR VEGETATION IN THE
 DU1655'AREA.
 DU1655
 DU1655                          STATION RECOVERY (2008)
 DU1655
 DU1655'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1655'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1655'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1582 ***********************************************************************
 DV1582  DESIGNATION -  41 A
 DV1582  PID         -  DV1582
 DV1582  STATE/COUNTY-  AZ/MARICOPA
 DV1582  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1582
 DV1582                         *CURRENT SURVEY CONTROL
 DV1582  ___________________________________________________________________
 DV1582* NAD 83(1986)-  33 33 40.     (N)    113 18 33.     (W)     SCALED    
 DV1582* NAVD 88     -       413.19   (+/-2cm)    1355.6    (feet)  VERTCON   
 DV1582  ___________________________________________________________________
 DV1582  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1582
 DV1582.The horizontal coordinates were scaled from a topographic map and have
 DV1582.an estimated accuracy of +/- 6 seconds.
 DV1582
 DV1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1582.The vertical order pertains to the NGVD 29 superseded value.
 DV1582
 DV1582.The geoid height was determined by GEOID03.
 DV1582
 DV1582;                    North         East    Units  Estimated Accuracy
 DV1582;SPC AZ C     -   284,850.       84,060.      MT  (+/- 180 meters Scaled)
 DV1582
 DV1582                          SUPERSEDED SURVEY CONTROL
 DV1582
 DV1582  NGVD 29 (??/??/92)  412.548  (m)         1353.50   (f) ADJ UNCH    2 0
 DV1582
 DV1582.Superseded values are not recommended for survey control.
 DV1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1582.See file dsdata.txt to determine how the superseded data were derived.
 DV1582
 DV1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC856158(NAD 83)
 DV1582_MARKER: DD = SURVEY DISK
 DV1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1582_STAMPING: 41 A 1962
 DV1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1582+STABILITY: SURFACE MOTION
 DV1582
 DV1582  HISTORY     - Date     Condition        Report By
 DV1582  HISTORY     - 1962     MONUMENTED       AZHD
 DV1582
 DV1582                          STATION DESCRIPTION
 DV1582
 DV1582'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1582'27.1 MI SE FROM SALOME.
 DV1582'0.4 MILE EAST-SOUTHEAST OF L 413 41, AN ARIZONA HIGHWAY DEPARTMENT
 DV1582'DISK STAMPED 41 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1582'GROUND, AND IN THE CENTER OF THE MEDIAM STRIP OF PROPOSED INTERSTATE
 DV1582'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0831 ***********************************************************************
 FQ0831  DESIGNATION -  41 BKC
 FQ0831  PID         -  FQ0831
 FQ0831  STATE/COUNTY-  AZ/COCONINO
 FQ0831  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0831
 FQ0831                         *CURRENT SURVEY CONTROL
 FQ0831  ___________________________________________________________________
 FQ0831* NAD 83(1986)-  35 33 22.     (N)    111 09 20.     (W)     SCALED    
 FQ0831* NAVD 88     -      1465.150  (meters)    4806.91   (feet)  POSTED    
 FQ0831  ___________________________________________________________________
 FQ0831  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FQ0831  DYNAMIC HT  -        1463.270 (meters)    4800.74  (feet)  COMP
 FQ0831  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 FQ0831
 FQ0831  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0831
 FQ0831.The horizontal coordinates were scaled from a topographic map and have
 FQ0831.an estimated accuracy of +/- 6 seconds.
 FQ0831
 FQ0831.The orthometric height was determined by differential leveling
 FQ0831.and adjusted by the  in 1992.
 FQ0831.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0831.rate of 0.0 thru 1.0 mm/km.
 FQ0831
 FQ0831.The geoid height was determined by GEOID03.
 FQ0831
 FQ0831.The dynamic height is computed by dividing the NAVD 88
 FQ0831.geopotential number by the normal gravity value computed on the
 FQ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0831.degrees latitude (g = 980.6199 gals.).
 FQ0831
 FQ0831.The modeled gravity was interpolated from observed gravity values.
 FQ0831
 FQ0831;                    North         East    Units  Estimated Accuracy
 FQ0831;SPC AZ C     -   505,530.      282,360.      MT  (+/- 180 meters Scaled)
 FQ0831
 FQ0831                          SUPERSEDED SURVEY CONTROL
 FQ0831
 FQ0831.No superseded survey control is available for this station.
 FQ0831
 FQ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE859347(NAD 83)
 FQ0831_MARKER: DB = BENCH MARK DISK
 FQ0831_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0831_SP_SET: COPPER-CLAD STEEL ROD
 FQ0831_STAMPING: 41 BKC 1968
 FQ0831_MARK LOGO: USGS  
 FQ0831_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0831+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0831
 FQ0831  HISTORY     - Date     Condition        Report By
 FQ0831  HISTORY     - 1968     MONUMENTED       USGS
 FQ0831
 FQ0831                          STATION DESCRIPTION
 FQ0831
 FQ0831'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0831'FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0831'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0831'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, PROCEED 0.4
 FQ0831'MILES SOUTHEAST ALONG THE PARK SERVICE ROAD TO A T-ROAD NORTH, THENCE
 FQ0831'1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0831'5.6 MILES NORTHEAST ALONG THE LEFT FORK OF THE ROAD TO A FORD ON THE
 FQ0831'LITTLE COLORADO RIVER, CROSS THE RIVER AND TAKE THE RIGHT FORK ON THE
 FQ0831'EAST SIDE OF THE RIVER AND PROCEED SOUTHEAST AND EAST 7.6 MILES.  OR,
 FQ0831'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0831'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0831'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0831'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0831'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0831'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 3.3
 FQ0831'MILES SOUTHWEST ALONG A DIRT ROAD, 45 FEET SOUTH OF THE CENTER OF THE
 FQ0831'ROAD, 2 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0831'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0633 ***********************************************************************
 FP0633  DESIGNATION -  41 HLS
 FP0633  PID         -  FP0633
 FP0633  STATE/COUNTY-  AZ/APACHE
 FP0633  USGS QUAD   -  GANADO (1973)
 FP0633
 FP0633                         *CURRENT SURVEY CONTROL
 FP0633  ___________________________________________________________________
 FP0633* NAD 83(1986)-  35 38 16.     (N)    109 32 44.     (W)     SCALED    
 FP0633* NAVD 88     -      2073.894  (meters)    6804.10   (feet)  ADJUSTED  
 FP0633  ___________________________________________________________________
 FP0633  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FP0633  DYNAMIC HT  -        2071.029 (meters)    6794.70  (feet)  COMP
 FP0633  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 FP0633
 FP0633  VERT ORDER  -  SECOND    CLASS II
 FP0633
 FP0633.The horizontal coordinates were scaled from a topographic map and have
 FP0633.an estimated accuracy of +/- 6 seconds.
 FP0633
 FP0633.The orthometric height was determined by differential leveling
 FP0633.and adjusted in June 1991.
 FP0633
 FP0633.The geoid height was determined by GEOID03.
 FP0633
 FP0633.The dynamic height is computed by dividing the NAVD 88
 FP0633.geopotential number by the normal gravity value computed on the
 FP0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0633.degrees latitude (g = 980.6199 gals.).
 FP0633
 FP0633.The modeled gravity was interpolated from observed gravity values.
 FP0633
 FP0633;                    North         East    Units  Estimated Accuracy
 FP0633;SPC AZ E     -   514,500.      269,610.      MT  (+/- 180 meters Scaled)
 FP0633
 FP0633                          SUPERSEDED SURVEY CONTROL
 FP0633
 FP0633  NGVD 29 (??/??/92) 2072.89   (m)         6800.8    (f) COMPUTED    2 2
 FP0633
 FP0633.Superseded values are not recommended for survey control.
 FP0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0633.See file dsdata.txt to determine how the superseded data were derived.
 FP0633
 FP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE316447(NAD 83)
 FP0633_MARKER: DB = BENCH MARK DISK
 FP0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0633_SP_SET: COPPER-CLAD STEEL ROD
 FP0633_STAMPING: 41 HLS 1970 6801
 FP0633_MARK LOGO: USGS  
 FP0633_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0633+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0633
 FP0633  HISTORY     - Date     Condition        Report By
 FP0633  HISTORY     - 1970     MONUMENTED       USGS
 FP0633
 FP0633                          STATION DESCRIPTION
 FP0633
 FP0633'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0633'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 5.1 MILES SOUTH
 FP0633'ALONG STATE HIGHWAY 63, 0.1 MILE SOUTH OF A STEEL TOWER TRANSMISSION
 FP0633'LINE CROSSING, 60 FEET WEST OF THE HIGHWAY, 55 FEET SOUTH OF A TRACK
 FP0633'ROAD, 44 FEET EAST OF WOODEN POWER POLE 33, 2 FEET EAST OF A WITNESS
 FP0633'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0633'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0838 ***********************************************************************
 DA0838  DESIGNATION -  4102+90
 DA0838  PID         -  DA0838
 DA0838  STATE/COUNTY-  AZ/MARICOPA
 DA0838  USGS QUAD   -  SENTINEL NE (1986)
 DA0838
 DA0838                         *CURRENT SURVEY CONTROL
 DA0838  ___________________________________________________________________
 DA0838* NAD 83(1986)-  32 53 43.     (N)    113 01 46.     (W)     SCALED    
 DA0838* NAVD 88     -       236.86   (+/-2cm)     777.1    (feet)  VERTCON   
 DA0838  ___________________________________________________________________
 DA0838  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DA0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0838
 DA0838.The horizontal coordinates were scaled from a topographic map and have
 DA0838.an estimated accuracy of +/- 6 seconds.
 DA0838
 DA0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0838.The vertical order pertains to the NGVD 29 superseded value.
 DA0838
 DA0838.The geoid height was determined by GEOID03.
 DA0838
 DA0838;                    North         East    Units  Estimated Accuracy
 DA0838;SPC AZ C     -   210,690.      109,250.      MT  (+/- 180 meters Scaled)
 DA0838
 DA0838                          SUPERSEDED SURVEY CONTROL
 DA0838
 DA0838  NGVD 29 (??/??/92)  236.252  (m)          775.10   (f) ADJ UNCH    2 0
 DA0838
 DA0838.Superseded values are not recommended for survey control.
 DA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0838.See file dsdata.txt to determine how the superseded data were derived.
 DA0838
 DA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB101415(NAD 83)
 DA0838_MARKER: DD = SURVEY DISK
 DA0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0838_SP_SET: BRIDGE
 DA0838_STAMPING: 775.03 4102 + 90 1953
 DA0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0838
 DA0838  HISTORY     - Date     Condition        Report By
 DA0838  HISTORY     - 1953     MONUMENTED       AZHD
 DA0838  HISTORY     - 1960     GOOD             NGS
 DA0838  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0838
 DA0838                          STATION DESCRIPTION
 DA0838
 DA0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0838'10.8 MI E FROM SENTINEL.
 DA0838'10.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0838'23 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN
 DA0838'THE TOP AND CENTER OF THE SOUTH CONCRETE CURB OF A BRIDGE AND ABOUT
 DA0838'LEVEL WITH THE HIGHWAY.
 DA0838
 DA0838                          STATION RECOVERY (2006)
 DA0838
 DA0838'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0838'MARK NOT FOUND.  NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0185 ***********************************************************************
 CF0185  DESIGNATION -  4117
 CF0185  PID         -  CF0185
 CF0185  STATE/COUNTY-  AZ/COCHISE
 CF0185  USGS QUAD   -  DOUBLE ADOBE (1976)
 CF0185
 CF0185                         *CURRENT SURVEY CONTROL
 CF0185  ___________________________________________________________________
 CF0185* NAD 83(1986)-  31 29 45.     (N)    109 37 56.     (W)     SCALED    
 CF0185* NAVD 88     -      1255.568  (meters)    4119.31   (feet)  ADJUSTED  
 CF0185  ___________________________________________________________________
 CF0185  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0185  DYNAMIC HT  -        1253.614 (meters)    4112.90  (feet)  COMP
 CF0185  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 CF0185
 CF0185  VERT ORDER  -  FIRST     CLASS II
 CF0185
 CF0185.The horizontal coordinates were scaled from a topographic map and have
 CF0185.an estimated accuracy of +/- 6 seconds.
 CF0185
 CF0185.The orthometric height was determined by differential leveling
 CF0185.and adjusted in June 1991.
 CF0185
 CF0185.The geoid height was determined by GEOID03.
 CF0185
 CF0185.The dynamic height is computed by dividing the NAVD 88
 CF0185.geopotential number by the normal gravity value computed on the
 CF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0185.degrees latitude (g = 980.6199 gals.).
 CF0185
 CF0185.The modeled gravity was interpolated from observed gravity values.
 CF0185
 CF0185;                    North         East    Units  Estimated Accuracy
 CF0185;SPC AZ E     -    55,090.      264,130.      MT  (+/- 180 meters Scaled)
 CF0185
 CF0185                          SUPERSEDED SURVEY CONTROL
 CF0185
 CF0185  NGVD 29 (??/??/92) 1254.728  (m)         4116.55   (f) ADJ UNCH    1 2
 CF0185
 CF0185.Superseded values are not recommended for survey control.
 CF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0185.See file dsdata.txt to determine how the superseded data were derived.
 CF0185
 CF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV299853(NAD 83)
 CF0185_MARKER: P = PIPE CAP
 CF0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0185_STAMPING: 4117
 CF0185_PROJECTION: PROJECTING 14 CENTIMETERS
 CF0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0185_ROD/PIPE-DEPTH: 1.1  meters
 CF0185
 CF0185  HISTORY     - Date     Condition        Report By
 CF0185  HISTORY     - UNK      MONUMENTED       USGS
 CF0185  HISTORY     - 1934     GOOD             NGS
 CF0185  HISTORY     - 1980     GOOD             NGS
 CF0185
 CF0185                          STATION DESCRIPTION
 CF0185
 CF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0185'8.1 MI S FROM MCNEAL.
 CF0185'8.1 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM MCNEAL, COCHISE COUNTY,
 CF0185'100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF A
 CF0185'TELEPHONE POLE, AND IN LINE WITH THE ROW OF POLES.  A UNITED STATES
 CF0185'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4117 AND RIVETED ON THE TOP OF
 CF0185'A 3 1/2-INCH IRON PIPE REINFORCED WITH CONCRETE.
 CF0185
 CF0185                          STATION RECOVERY (1980)
 CF0185
 CF0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0185'12.4 KILOMETERS (7.75 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0185'THE POST OFFICE IN MCNEAL, 0.3 KILOMETER (0.2 MILE) SOUTH
 CF0185'OF HIGHWAY MILEPOST 11, 0.2 KILOMETER (0.1 MILE) NORTH
 CF0185'OF A PIPELINE CROSSING, IN LINE WITH A ROW OF POWER POLES,
 CF0185'25.9 METERS (85 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CF0185'HIGHWAY, 59.4 METERS (195 FEET) NORTHWEST OF POWER POLE
 CF0185'NUMBER 8, 4.7 METERS (15.4 FEET) SOUTHEAST OF POWER POLE
 CF0185'NUMBER 9, 4.5 METERS (14.8 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CF0185'FENCE. NOTE- CONCRETE AROUND PIPE IS CRACKED BUT PIPE IS SOLID.
 CF0185'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CF0185'THE MARK IS 0.6 M BELOW THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0072 ***********************************************************************
 CG0072  DESIGNATION -  4119.23
 CG0072  PID         -  CG0072
 CG0072  STATE/COUNTY-  AZ/COCHISE
 CG0072  USGS QUAD   -  BENSON (1983)
 CG0072
 CG0072                         *CURRENT SURVEY CONTROL
 CG0072  ___________________________________________________________________
 CG0072* NAD 83(1986)-  31 57 44.     (N)    110 21 39.     (W)     SCALED    
 CG0072* NAVD 88     -      1255.951  (meters)    4120.57   (feet)  ADJUSTED  
 CG0072  ___________________________________________________________________
 CG0072  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0072  DYNAMIC HT  -        1254.061 (meters)    4114.37  (feet)  COMP
 CG0072  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 CG0072
 CG0072  VERT ORDER  -  FIRST     CLASS II
 CG0072
 CG0072.The horizontal coordinates were scaled from a topographic map and have
 CG0072.an estimated accuracy of +/- 6 seconds.
 CG0072
 CG0072.The orthometric height was determined by differential leveling
 CG0072.and adjusted in June 1991.
 CG0072
 CG0072.The geoid height was determined by GEOID03.
 CG0072
 CG0072.The dynamic height is computed by dividing the NAVD 88
 CG0072.geopotential number by the normal gravity value computed on the
 CG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0072.degrees latitude (g = 980.6199 gals.).
 CG0072
 CG0072.The modeled gravity was interpolated from observed gravity values.
 CG0072
 CG0072;                    North         East    Units  Estimated Accuracy
 CG0072;SPC AZ E     -   106,700.      195,010.      MT  (+/- 180 meters Scaled)
 CG0072
 CG0072                          SUPERSEDED SURVEY CONTROL
 CG0072
 CG0072  NGVD 29 (??/??/92) 1255.122  (m)         4117.85   (f) ADJ UNCH    1 2
 CG0072
 CG0072.Superseded values are not recommended for survey control.
 CG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0072.See file dsdata.txt to determine how the superseded data were derived.
 CG0072
 CG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA603364(NAD 83)
 CG0072_MARKER: DD = SURVEY DISK
 CG0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0072_SP_SET: CULVERT
 CG0072_STAMPING: 4119.23 1223.89 1958
 CG0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0072+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2007
 CG0072
 CG0072  HISTORY     - Date     Condition        Report By
 CG0072  HISTORY     - 1958     MONUMENTED       AZHD
 CG0072  HISTORY     - 1960     GOOD             NGS
 CG0072  HISTORY     - 1979     GOOD             NGS
 CG0072  HISTORY     - 20070826 GOOD             GEOCAC
 CG0072
 CG0072                          STATION DESCRIPTION
 CG0072
 CG0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0072'4.3 MI W FROM BENSON.
 CG0072'4.3 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0072'80, AT MILEPOST 289, 100 FEET SOUTHEAST OF AN EXIT ROAD LEADING TO A
 CG0072'FARMHOUSE, 1 FOOT HIGHER THAN HIGHWAY, 25 FEET SOUTHWEST OF HEADWALL.
 CG0072
 CG0072                          STATION RECOVERY (1979)
 CG0072
 CG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0072'2.7 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0072'OVERPASS AT BENSON, AT A THREE-CHANNEL BOX CULVERT, IN TOP OF THE
 CG0072'SOUTH HEADWALL OF THE EASTBOUND TRAFFIC LANE, 24.5 FEET SOUTH OF THE
 CG0072'CENTERLINE OF THE EASTBOUND TRAFFIC LANE AND 19.2 FEET WEST OF THE
 CG0072'EAST END OF THE HEADWALL.
 CG0072'THE MARK IS 1 FT ABOVE HIGHWAY LANE.
 CG0072
 CG0072                          STATION RECOVERY (2007)
 CG0072
 CG0072'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CG0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1755 ***********************************************************************
 DU1755  DESIGNATION -  412+49.99
 DU1755  PID         -  DU1755
 DU1755  STATE/COUNTY-  AZ/MARICOPA
 DU1755  USGS QUAD   -  CURRYS CORNER (1982)
 DU1755
 DU1755                         *CURRENT SURVEY CONTROL
 DU1755  ___________________________________________________________________
 DU1755* NAD 83(1986)-  33 38 30.     (N)    111 56 32.     (W)     SCALED    
 DU1755* NAVD 88     -       461.812  (meters)    1515.13   (feet)  ADJUSTED  
 DU1755  ___________________________________________________________________
 DU1755  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1755  DYNAMIC HT  -         461.261 (meters)    1513.32  (feet)  COMP
 DU1755  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 DU1755
 DU1755  VERT ORDER  -  SECOND    CLASS I
 DU1755
 DU1755.The horizontal coordinates were scaled from a topographic map and have
 DU1755.an estimated accuracy of +/- 6 seconds.
 DU1755
 DU1755.The orthometric height was determined by differential leveling
 DU1755.and adjusted in November 1993.
 DU1755
 DU1755.The geoid height was determined by GEOID03.
 DU1755
 DU1755.The dynamic height is computed by dividing the NAVD 88
 DU1755.geopotential number by the normal gravity value computed on the
 DU1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1755.degrees latitude (g = 980.6199 gals.).
 DU1755
 DU1755.The modeled gravity was interpolated from observed gravity values.
 DU1755
 DU1755;                    North         East    Units  Estimated Accuracy
 DU1755;SPC AZ C     -   292,910.      210,990.      MT  (+/- 180 meters Scaled)
 DU1755
 DU1755                          SUPERSEDED SURVEY CONTROL
 DU1755
 DU1755.No superseded survey control is available for this station.
 DU1755
 DU1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC126228(NAD 83)
 DU1755_MARKER: DD = SURVEY DISK
 DU1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1755_SP_SET: CONCRETE POST
 DU1755_STAMPING: 412+49.99
 DU1755_MARK LOGO: BOR   
 DU1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1755+STABILITY: SURFACE MOTION
 DU1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1755+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2008
 DU1755
 DU1755  HISTORY     - Date     Condition        Report By
 DU1755  HISTORY     - UNK      MONUMENTED       BOR
 DU1755  HISTORY     - 1984     GOOD             AZDT
 DU1755  HISTORY     - 20040628 GOOD             CAP
 DU1755  HISTORY     - 20080719 GOOD             GEOCAC
 DU1755
 DU1755                          STATION DESCRIPTION
 DU1755
 DU1755'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1755'IN PHOENIX.
 DU1755'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1755'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1755'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1755'FENCE OF THE CANAL FOR 9.415 KM (5.85 MI) TO THE MARK, 4.66 METERS
 DU1755'(15.3 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 38.1 METERS
 DU1755'(125.0 FT) SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1755'CONCRETE POST.
 DU1755
 DU1755                          STATION RECOVERY (2004)
 DU1755
 DU1755'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1755'RECOVERED IN GOOD CONDITION.
 DU1755
 DU1755                          STATION RECOVERY (2008)
 DU1755
 DU1755'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1755'RECOVERED IN GOOD CONDITION.  MARK IS NOW SEVERAL INCHES BELOW GRADE
 DU1755'BUT WELL MARKED BY
 DU1755'STAKES AND A WITNESS POST.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU1755'33 38.514 W 111
 DU1755'56.564.  MARK IS APPROXIMATELY .1 MILES NORTH OF INTERSECTION OF EAST
 DU1755'BELL ROAD AND NORTH 64TH
 DU1755'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0482 ***********************************************************************
 CG0482  DESIGNATION -  4121
 CG0482  PID         -  CG0482
 CG0482  STATE/COUNTY-  AZ/PIMA
 CG0482  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0482
 CG0482                         *CURRENT SURVEY CONTROL
 CG0482  ___________________________________________________________________
 CG0482* NAD 83(1986)-  31 58 04.     (N)    111 12 00.     (W)     SCALED    
 CG0482* NAVD 88     -      1257.14   (+/-2cm)    4124.5    (feet)  VERTCON   
 CG0482  ___________________________________________________________________
 CG0482  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0482
 CG0482.The horizontal coordinates were scaled from a topographic map and have
 CG0482.an estimated accuracy of +/- 6 seconds.
 CG0482
 CG0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0482.The vertical order pertains to the NGVD 29 superseded value.
 CG0482
 CG0482.The geoid height was determined by GEOID03.
 CG0482
 CG0482;                    North         East    Units  Estimated Accuracy
 CG0482;SPC AZ C     -   107,520.      281,100.      MT  (+/- 180 meters Scaled)
 CG0482
 CG0482                          SUPERSEDED SURVEY CONTROL
 CG0482
 CG0482  NGVD 29 (??/??/92) 1256.334  (m)         4121.82   (f) ADJ UNCH    2 0
 CG0482
 CG0482.Superseded values are not recommended for survey control.
 CG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0482.See file dsdata.txt to determine how the superseded data were derived.
 CG0482
 CG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA811368(NAD 83)
 CG0482_MARKER: DD = SURVEY DISK
 CG0482_SETTING: 80 = SET IN A BOULDER
 CG0482_SP_SET: BOULDER
 CG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0482+STABILITY: SURFACE MOTION
 CG0482
 CG0482  HISTORY     - Date     Condition        Report By
 CG0482  HISTORY     - UNK      MONUMENTED       USE
 CG0482  HISTORY     - 1935     GOOD             NGS
 CG0482  HISTORY     - 1976     GOOD             USGS
 CG0482
 CG0482                          STATION DESCRIPTION
 CG0482
 CG0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0482'0.7 MI N FROM SAN XAVIER.
 CG0482'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 7.8 MILES
 CG0482'SOUTHWEST ALONG THE SOTO RANCH ROAD.  56 FEET WEST OF A DITCH, 22 FEET
 CG0482'NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF THE LARGEST ONE
 CG0482'OF A GROUP OF BOULDERS.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CG0482'DISK.
 CG0482
 CG0482                          STATION RECOVERY (1976)
 CG0482
 CG0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0482'SAN XAVIER, 2.1 MI N. ALONG TWIN BUTTES ROAD TO CROSS ROADS. TURN
 CG0482'LEFT, W. 1.6 MI TO T-RD. TURN LEFT, S. 1.0 MI TO RD. BEND RIGHT,
 CG0482'CONTINUE WEST 1.0 MI TO T-RD. TURN LEFT, S. 0.6 MI TO RANCH AND RD.
 CG0482'FORK. BEAR RIGHT, NW 2.2 MI TO TRANSMISSION LINE X-ING. CONTINUE
 CG0482'WEST-SOUTHWEST 2.5 MI. 75 FT N. CENTERLINE RD. SET IN TOP OF LARGE
 CG0482'ONE OF A GROUP OF BOULDERS. A STANDARD CORPS OF ENGINEERS, U.S. ARMY
 CG0482'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0332 ***********************************************************************
 ET0332  DESIGNATION -  4123
 ET0332  PID         -  ET0332
 ET0332  STATE/COUNTY-  AZ/YAVAPAI
 ET0332  USGS QUAD   -  BISMARCK MESA (1969)
 ET0332
 ET0332                         *CURRENT SURVEY CONTROL
 ET0332  ___________________________________________________________________
 ET0332* NAD 83(1986)-  34 24 47.     (N)    112 51 46.     (W)     SCALED    
 ET0332* NAVD 88     -      1260.019  (meters)    4133.91   (feet)  POSTED    
 ET0332  ___________________________________________________________________
 ET0332  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 ET0332  DYNAMIC HT  -        1258.400 (meters)    4128.60  (feet)  COMP
 ET0332  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 ET0332
 ET0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0332
 ET0332.The horizontal coordinates were scaled from a topographic map and have
 ET0332.an estimated accuracy of +/- 6 seconds.
 ET0332
 ET0332.The orthometric height was determined by differential leveling
 ET0332.and adjusted in November 2005.
 ET0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0332.rate of 0.0 thru 1.0 mm/km.
 ET0332
 ET0332.The geoid height was determined by GEOID03.
 ET0332
 ET0332.The dynamic height is computed by dividing the NAVD 88
 ET0332.geopotential number by the normal gravity value computed on the
 ET0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0332.degrees latitude (g = 980.6199 gals.).
 ET0332
 ET0332.The modeled gravity was interpolated from observed gravity values.
 ET0332
 ET0332;                    North         East    Units  Estimated Accuracy
 ET0332;SPC AZ C     -   378,870.      126,390.      MT  (+/- 180 meters Scaled)
 ET0332
 ET0332                          SUPERSEDED SURVEY CONTROL
 ET0332
 ET0332  NGVD 29 (??/??/92) 1259.242  (m)         4131.36   (f) ADJ UNCH    1 2
 ET0332
 ET0332.Superseded values are not recommended for survey control.
 ET0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0332.See file dsdata.txt to determine how the superseded data were derived.
 ET0332
 ET0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD288095(NAD 83)
 ET0332_MARKER: DD = SURVEY DISK
 ET0332_SETTING: 80 = SET IN A BOULDER
 ET0332_SP_SET: BOULDER
 ET0332_STAMPING: 4123 PRSCT
 ET0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0332+STABILITY: SURFACE MOTION
 ET0332
 ET0332  HISTORY     - Date     Condition        Report By
 ET0332  HISTORY     - UNK      MONUMENTED       USGS
 ET0332  HISTORY     - 1950     GOOD             NGS
 ET0332
 ET0332                          STATION DESCRIPTION
 ET0332
 ET0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0332'3.9 MI E FROM HILLSIDE.
 ET0332'3.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0332'THE STATION AT HILLSIDE, 22 1/2 RAILS NORTHEAST OF MILEPOLE 98, IN THE
 ET0332'TOP OF A BLACK BOULDER PROJECTING 1 FOOT ABOVE GROUND, 66.9 FEET
 ET0332'NORTHWEST OF THE NORTHWEST RAIL, 34 1/2 FEET NORTHWEST OF A TELEPHONE
 ET0332'POLE, 29 FEET SOUTHEAST OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE
 ET0332'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0336 ***********************************************************************
 DU0336  DESIGNATION -  4125.75
 DU0336  PID         -  DU0336
 DU0336  STATE/COUNTY-  AZ/GILA
 DU0336  USGS QUAD   -  CHROME BUTTE (1966)
 DU0336
 DU0336                         *CURRENT SURVEY CONTROL
 DU0336  ___________________________________________________________________
 DU0336* NAD 83(1986)-  33 34 51.     (N)    110 39 09.     (W)     SCALED    
 DU0336* NAVD 88     -      1257.532  (meters)    4125.75   (feet)  ADJUSTED  
 DU0336  ___________________________________________________________________
 DU0336  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DU0336  DYNAMIC HT  -        1255.789 (meters)    4120.03  (feet)  COMP
 DU0336  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 DU0336
 DU0336  VERT ORDER  -  SECOND    CLASS 0
 DU0336
 DU0336.The horizontal coordinates were scaled from a topographic map and have
 DU0336.an estimated accuracy of +/- 6 seconds.
 DU0336
 DU0336.The orthometric height was determined by differential leveling
 DU0336.and adjusted in June 1991.
 DU0336
 DU0336.The geoid height was determined by GEOID03.
 DU0336
 DU0336.The dynamic height is computed by dividing the NAVD 88
 DU0336.geopotential number by the normal gravity value computed on the
 DU0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0336.degrees latitude (g = 980.6199 gals.).
 DU0336
 DU0336.The modeled gravity was interpolated from observed gravity values.
 DU0336
 DU0336;                    North         East    Units  Estimated Accuracy
 DU0336;SPC AZ E     -   286,270.      168,260.      MT  (+/- 180 meters Scaled)
 DU0336
 DU0336                          SUPERSEDED SURVEY CONTROL
 DU0336
 DU0336  NGVD 29 (??/??/92) 1256.858  (m)         4123.54   (f) ADJ UNCH    2 0
 DU0336
 DU0336.Superseded values are not recommended for survey control.
 DU0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0336.See file dsdata.txt to determine how the superseded data were derived.
 DU0336
 DU0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC322157(NAD 83)
 DU0336_MARKER: DD = SURVEY DISK
 DU0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0336_SP_SET: CULVERT
 DU0336_STAMPING: STA 973+32 EL 4125.75
 DU0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0336
 DU0336  HISTORY     - Date     Condition        Report By
 DU0336  HISTORY     - UNK      MONUMENTED       AZHD
 DU0336  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0336
 DU0336                          STATION DESCRIPTION
 DU0336
 DU0336'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0336'18.2 MI NE FROM GLOBE.
 DU0336'19.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0336'ABOUT 100 YARDS NORTH OF A CATTLE GUARD, IN THE TOP OF THE CENTER OF A
 DU0336'CONCRETE CULVERT, AND 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 DU0336'NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW CONCRETE CULVERTS
 DU0336'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0253 ***********************************************************************
 GP0253  DESIGNATION -  4129.05
 GP0253  PID         -  GP0253
 GP0253  STATE/COUNTY-  AZ/COCONINO
 GP0253  USGS QUAD   -  EMMETT WASH (1985)
 GP0253
 GP0253                         *CURRENT SURVEY CONTROL
 GP0253  ___________________________________________________________________
 GP0253* NAD 83(1986)-  36 44 35.     (N)    111 45 12.     (W)     SCALED    
 GP0253* NAVD 88     -      1255.75   (+/-2cm)    4119.9    (feet)  VERTCON   
 GP0253  ___________________________________________________________________
 GP0253  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0253  VERT ORDER  -  ? (See Below)
 GP0253
 GP0253.The horizontal coordinates were scaled from a topographic map and have
 GP0253.an estimated accuracy of +/- 6 seconds.
 GP0253
 GP0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0253.The vertical order pertains to the NGVD 29 superseded value.
 GP0253
 GP0253.The geoid height was determined by GEOID03.
 GP0253
 GP0253;                    North         East    Units  Estimated Accuracy
 GP0253;SPC AZ C     -   636,970.      227,950.      MT  (+/- 180 meters Scaled)
 GP0253
 GP0253                          SUPERSEDED SURVEY CONTROL
 GP0253
 GP0253  NGVD 29 (??/??/92) 1254.832  (m)         4116.89   (f) ADJ UNCH    ?  
 GP0253
 GP0253.Superseded values are not recommended for survey control.
 GP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0253.See file dsdata.txt to determine how the superseded data were derived.
 GP0253
 GP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF327666(NAD 83)
 GP0253_MARKER: DD = SURVEY DISK
 GP0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0253_SP_SET: CULVERT
 GP0253_STAMPING: 4129.05 484+89 1933
 GP0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0253
 GP0253  HISTORY     - Date     Condition        Report By
 GP0253  HISTORY     - 1933     MONUMENTED       AZHD
 GP0253
 GP0253                          STATION DESCRIPTION
 GP0253
 GP0253'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0253'8.5 MI SW FROM MARBLE CANYON.
 GP0253'8.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0253'MARBLE CANYON, COCONINO COUNTY, AT A 20-FOOT CONCRETE CULVERT, AND IN
 GP0253'THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0253'DEPARTMENT STANDARD DISK, STAMPED 4129.05 484+89 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0839 ***********************************************************************
 DA0839  DESIGNATION -  4133+45
 DA0839  PID         -  DA0839
 DA0839  STATE/COUNTY-  AZ/MARICOPA
 DA0839  USGS QUAD   -  SENTINEL NE (1986)
 DA0839
 DA0839                         *CURRENT SURVEY CONTROL
 DA0839  ___________________________________________________________________
 DA0839* NAD 83(1986)-  32 53 52.     (N)    113 01 06.     (W)     SCALED    
 DA0839* NAVD 88     -       234.75   (+/-2cm)     770.2    (feet)  VERTCON   
 DA0839  ___________________________________________________________________
 DA0839  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0839
 DA0839.The horizontal coordinates were scaled from a topographic map and have
 DA0839.an estimated accuracy of +/- 6 seconds.
 DA0839
 DA0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0839.The vertical order pertains to the NGVD 29 superseded value.
 DA0839
 DA0839.The geoid height was determined by GEOID03.
 DA0839
 DA0839;                    North         East    Units  Estimated Accuracy
 DA0839;SPC AZ C     -   210,950.      110,300.      MT  (+/- 180 meters Scaled)
 DA0839
 DA0839                          SUPERSEDED SURVEY CONTROL
 DA0839
 DA0839  NGVD 29 (??/??/92)  234.141  (m)          768.18   (f) ADJ UNCH    2 0
 DA0839
 DA0839.Superseded values are not recommended for survey control.
 DA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0839.See file dsdata.txt to determine how the superseded data were derived.
 DA0839
 DA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB112417(NAD 83)
 DA0839_MARKER: DD = SURVEY DISK
 DA0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0839_SP_SET: BRIDGE
 DA0839_STAMPING: 4133+45 768 + 17
 DA0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0839
 DA0839  HISTORY     - Date     Condition        Report By
 DA0839  HISTORY     - UNK      MONUMENTED       AZHD
 DA0839  HISTORY     - 1960     GOOD             NGS
 DA0839  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0839  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0839
 DA0839                          STATION DESCRIPTION
 DA0839
 DA0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0839'11.4 MI E FROM SENTINEL.
 DA0839'11.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0839'21.6 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET
 DA0839'IN THE TOP AND CENTER OF THE SOUTH CONCRETE CURB OF A BRIDGE AND ABOUT
 DA0839'5 INCHES HIGHER THAN THE ROADWAY.
 DA0839
 DA0839                          STATION RECOVERY (2006)
 DA0839
 DA0839'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0839'NOT FOUND. NEW BRIDGE.
 DA0839
 DA0839                          STATION RECOVERY (2006)
 DA0839
 DA0839'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0839'MARK NOT FOUND.  NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0071 ***********************************************************************
 CG0071  DESIGNATION -  4137.70
 CG0071  PID         -  CG0071
 CG0071  STATE/COUNTY-  AZ/COCHISE
 CG0071  USGS QUAD   -  BENSON (1983)
 CG0071
 CG0071                         *CURRENT SURVEY CONTROL
 CG0071  ___________________________________________________________________
 CG0071* NAD 83(1986)-  31 57 47.     (N)    110 22 23.     (W)     SCALED    
 CG0071* NAVD 88     -      1261.56   (+/-2cm)    4139.0    (feet)  VERTCON   
 CG0071  ___________________________________________________________________
 CG0071  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0071
 CG0071.The horizontal coordinates were scaled from a topographic map and have
 CG0071.an estimated accuracy of +/- 6 seconds.
 CG0071
 CG0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0071.The vertical order pertains to the NGVD 29 superseded value.
 CG0071
 CG0071.The geoid height was determined by GEOID03.
 CG0071
 CG0071;                    North         East    Units  Estimated Accuracy
 CG0071;SPC AZ E     -   106,790.      193,850.      MT  (+/- 180 meters Scaled)
 CG0071
 CG0071                          SUPERSEDED SURVEY CONTROL
 CG0071
 CG0071  NGVD 29 (??/??/92) 1260.743  (m)         4136.29   (f) ADJ UNCH    2 0
 CG0071
 CG0071.Superseded values are not recommended for survey control.
 CG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0071.See file dsdata.txt to determine how the superseded data were derived.
 CG0071
 CG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA592365(NAD 83)
 CG0071_MARKER: DD = SURVEY DISK
 CG0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0071_SP_SET: CULVERT
 CG0071_STAMPING: 4137.70 1185.30 1958
 CG0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0071
 CG0071  HISTORY     - Date     Condition        Report By
 CG0071  HISTORY     - 1958     MONUMENTED       AZHD
 CG0071  HISTORY     - 1960     GOOD             NGS
 CG0071  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0071
 CG0071                          STATION DESCRIPTION
 CG0071
 CG0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0071'5.1 MI W FROM BENSON.
 CG0071'5.1 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0071'80, 40 FEET SOUTH OF CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY,
 CG0071'15 FEET LOWER THAN HIGHWAY, SET IN THE SOUTH HEADWALL.
 CG0071
 CG0071                          STATION RECOVERY (1979)
 CG0071
 CG0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0071'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0605 ***********************************************************************
 CG0605  DESIGNATION -  4139 3 E
 CG0605  PID         -  CG0605
 CG0605  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0605  USGS QUAD   -  RUBY (1981)
 CG0605
 CG0605                         *CURRENT SURVEY CONTROL
 CG0605  ___________________________________________________________________
 CG0605* NAD 83(1986)-  31 27 51.     (N)    111 14 19.     (W)     SCALED    
 CG0605* NAVD 88     -      1286.71   (+/-2cm)    4221.5    (feet)  VERTCON   
 CG0605  ___________________________________________________________________
 CG0605  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CG0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0605
 CG0605.The horizontal coordinates were scaled from a topographic map and have
 CG0605.an estimated accuracy of +/- 6 seconds.
 CG0605
 CG0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0605.The vertical order pertains to the NGVD 29 superseded value.
 CG0605
 CG0605.The geoid height was determined by GEOID03.
 CG0605
 CG0605;                    North         East    Units  Estimated Accuracy
 CG0605;SPC AZ C     -    51,660.      277,800.      MT  (+/- 180 meters Scaled)
 CG0605
 CG0605                          SUPERSEDED SURVEY CONTROL
 CG0605
 CG0605  NGVD 29 (??/??/92) 1285.828  (m)         4218.59   (f) ADJ UNCH    2 0
 CG0605
 CG0605.Superseded values are not recommended for survey control.
 CG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0605.See file dsdata.txt to determine how the superseded data were derived.
 CG0605
 CG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV773810(NAD 83)
 CG0605_MARKER: P = PIPE CAP
 CG0605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0605_STAMPING: 4139 3 E
 CG0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0605
 CG0605  HISTORY     - Date     Condition        Report By
 CG0605  HISTORY     - UNK      MONUMENTED       USMS
 CG0605  HISTORY     - 1935     GOOD             NGS
 CG0605
 CG0605                          STATION DESCRIPTION
 CG0605
 CG0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0605'IN RUBY.
 CG0605'AT RUBY, SANTA CRUZ COUNTY, AT THE WEST EDGE OF THE SETTLEMENT, 150
 CG0605'FEET SOUTHWEST OF THE RUBY POOL AND LUNCH HALL (1935), ON THE SIDE OF
 CG0605'A HILL, AND 66 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A U.S.
 CG0605'MINERAL SURVEY STANDARD CAP, STAMPED 4139 3 E AND RIVETED ON THE TOP
 CG0605'OF A 1-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0340 ***********************************************************************
 ES0340  DESIGNATION -  4145
 ES0340  PID         -  ES0340
 ES0340  STATE/COUNTY-  AZ/YAVAPAI
 ES0340  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0340
 ES0340                         *CURRENT SURVEY CONTROL
 ES0340  ___________________________________________________________________
 ES0340* NAD 83(1986)-  34 26 02.     (N)    111 41 14.     (W)     SCALED    
 ES0340* NAVD 88     -      1264.53   (+/-2cm)    4148.7    (feet)  VERTCON   
 ES0340  ___________________________________________________________________
 ES0340  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0340  VERT ORDER  -  FIRST     CLASS II (See Below)
 ES0340
 ES0340.The horizontal coordinates were scaled from a topographic map and have
 ES0340.an estimated accuracy of +/- 6 seconds.
 ES0340
 ES0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0340.The vertical order pertains to the NGVD 29 superseded value.
 ES0340
 ES0340.The geoid height was determined by GEOID03.
 ES0340
 ES0340;                    North         East    Units  Estimated Accuracy
 ES0340;SPC AZ C     -   380,800.      234,450.      MT  (+/- 180 meters Scaled)
 ES0340
 ES0340                          SUPERSEDED SURVEY CONTROL
 ES0340
 ES0340  NGVD 29 (??/??/92) 1263.784  (m)         4146.26   (f) ADJ UNCH    1 2
 ES0340
 ES0340.Superseded values are not recommended for survey control.
 ES0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0340.See file dsdata.txt to determine how the superseded data were derived.
 ES0340
 ES0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD368104(NAD 83)
 ES0340_MARKER: O = CHISELED CIRCLE
 ES0340_SETTING: 66 = SET IN ROCK OUTCROP
 ES0340_SP_SET: GRANITE ROCK
 ES0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0340+STABILITY: POSITION/ELEVATION WELL
 ES0340
 ES0340  HISTORY     - Date     Condition        Report By
 ES0340  HISTORY     - UNK      MONUMENTED       USGS
 ES0340  HISTORY     - 1933     GOOD             NGS
 ES0340  HISTORY     - 20080725 MARK NOT FOUND   GEOCAC
 ES0340
 ES0340                          STATION DESCRIPTION
 ES0340
 ES0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0340'17.4 MI SE FROM CAMP VERDE.
 ES0340'AT SIDE OF HIGHWAY, 500 FEET SOUTH OF POINT WHERE HIGHWAY PASSES
 ES0340'BETWEEN TWO GRANITE STOCKS, ON TOP OF BOULDER PAINTED WHITE U.S. 4145
 ES0340'B.M., CHISELED POINT IN WHITE PAINTED SQUARE.
 ES0340
 ES0340                          STATION RECOVERY (2008)
 ES0340
 ES0340'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0340'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NUMBER OF
 ES0340'BOULDERS. NONE OF THE INSPECTED BOULDERS HAD HAD ANY EVIDENCE OF
 ES0340'PAINT. ONE BOULDER THAT IS LOCATED APPROXIMATELY 500 FEET SOUTH OF THE
 ES0340'POINT WHERE THE HIGHWAY PASSES BETWEEN THE TWO GRANITE STACKS AT
 ES0340'34 26 07.4 (N)   111 41 13.3 (W)  (NAD 83)
 ES0340'HAS TWO PERPENDICULAR INTERSECTING CHISELED LINES IN THE TOP OF THE
 ES0340'BOULDER BUT NO OBVIOUS CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0308 ***********************************************************************
 GP0308  DESIGNATION -  4148.53
 GP0308  PID         -  GP0308
 GP0308  STATE/COUNTY-  AZ/COCONINO
 GP0308  USGS QUAD   -  FERRY SWALE (1985)
 GP0308
 GP0308                         *CURRENT SURVEY CONTROL
 GP0308  ___________________________________________________________________
 GP0308* NAD 83(1986)-  36 58 57.     (N)    111 33 03.     (W)     SCALED    
 GP0308* NAVD 88     -      1265.280  (meters)    4151.17   (feet)  ADJUSTED  
 GP0308  ___________________________________________________________________
 GP0308  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0308  DYNAMIC HT  -        1263.856 (meters)    4146.50  (feet)  COMP
 GP0308  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 GP0308
 GP0308  VERT ORDER  -  FIRST     CLASS II
 GP0308
 GP0308.The horizontal coordinates were scaled from a topographic map and have
 GP0308.an estimated accuracy of +/- 6 seconds.
 GP0308
 GP0308.The orthometric height was determined by differential leveling
 GP0308.and adjusted in June 1991.
 GP0308.WARNING-Repeat measurements at this control monument indicate possible
 GP0308.vertical movement.
 GP0308
 GP0308.The geoid height was determined by GEOID03.
 GP0308
 GP0308.The dynamic height is computed by dividing the NAVD 88
 GP0308.geopotential number by the normal gravity value computed on the
 GP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0308.degrees latitude (g = 980.6199 gals.).
 GP0308
 GP0308.The modeled gravity was interpolated from observed gravity values.
 GP0308
 GP0308;                    North         East    Units  Estimated Accuracy
 GP0308;SPC AZ C     -   663,590.      245,930.      MT  (+/- 180 meters Scaled)
 GP0308
 GP0308                          SUPERSEDED SURVEY CONTROL
 GP0308
 GP0308  NGVD 29 (??/??/92) 1264.354  (m)         4148.13   (f) ADJ UNCH    1 2
 GP0308
 GP0308.Superseded values are not recommended for survey control.
 GP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0308.See file dsdata.txt to determine how the superseded data were derived.
 GP0308
 GP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF509930(NAD 83)
 GP0308_MARKER: DD = SURVEY DISK
 GP0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0308_SP_SET: CATTLE GUARD
 GP0308_STAMPING: 4148.53 1809.30 1961
 GP0308_MARK LOGO: AZHD  
 GP0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0308
 GP0308  HISTORY     - Date     Condition        Report By
 GP0308  HISTORY     - 1961     MONUMENTED       AZHD
 GP0308  HISTORY     - 1962     GOOD             NGS
 GP0308  HISTORY     - 1983     GOOD             NGS
 GP0308
 GP0308                          STATION DESCRIPTION
 GP0308
 GP0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0308'5.75 MI NW FROM PAGE.
 GP0308'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0308'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT A METAL AND
 GP0308'CONCRETE CATTLE GUARD ACROSS AN ASPHALT ROAD LEADING WEST-NORTHWEST,
 GP0308'128 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 89, 16 FEET
 GP0308'SOUTH-SOUTHWEST OF BENCH MARK G 405, ABOUT 15 INCHES ABOVE THE LEVEL
 GP0308'OF THE ASPHALT ROAD, AND SET IN THE TOP AND CENTER OF THE
 GP0308'SOUTH-SOUTHWEST CONCRETE HEADWALL OF THE CATTLE GUARD.
 GP0308
 GP0308                          STATION RECOVERY (1983)
 GP0308
 GP0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1694 ***********************************************************************
 DV1694  DESIGNATION -  417 A
 DV1694  PID         -  DV1694
 DV1694  STATE/COUNTY-  AZ/MARICOPA
 DV1694  USGS QUAD   -  TOLLESON (1982)
 DV1694
 DV1694                         *CURRENT SURVEY CONTROL
 DV1694  ___________________________________________________________________
 DV1694* NAD 83(1986)-  33 28 10.     (N)    112 16 22.     (W)     SCALED    
 DV1694* NAVD 88     -       312.579  (meters)    1025.52   (feet)  ADJUSTED  
 DV1694  ___________________________________________________________________
 DV1694  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1694  DYNAMIC HT  -         312.212 (meters)    1024.32  (feet)  COMP
 DV1694  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 DV1694
 DV1694  VERT ORDER  -  SECOND    CLASS I
 DV1694
 DV1694.The horizontal coordinates were scaled from a topographic map and have
 DV1694.an estimated accuracy of +/- 6 seconds.
 DV1694
 DV1694.The orthometric height was determined by differential leveling
 DV1694.and adjusted in November 1993.
 DV1694
 DV1694.The geoid height was determined by GEOID03.
 DV1694
 DV1694.The dynamic height is computed by dividing the NAVD 88
 DV1694.geopotential number by the normal gravity value computed on the
 DV1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1694.degrees latitude (g = 980.6199 gals.).
 DV1694
 DV1694.The modeled gravity was interpolated from observed gravity values.
 DV1694
 DV1694;                    North         East    Units  Estimated Accuracy
 DV1694;SPC AZ C     -   273,870.      180,260.      MT  (+/- 180 meters Scaled)
 DV1694
 DV1694                          SUPERSEDED SURVEY CONTROL
 DV1694
 DV1694.No superseded survey control is available for this station.
 DV1694
 DV1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817040(NAD 83)
 DV1694_MARKER: DB = BENCH MARK DISK
 DV1694_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1694_SP_SET: CONCRETE ABUTMENT
 DV1694_STAMPING: 417-A
 DV1694_MARK LOGO: AZDT  
 DV1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1694+STABILITY: SURFACE MOTION
 DV1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1694+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 DV1694
 DV1694  HISTORY     - Date     Condition        Report By
 DV1694  HISTORY     - 1982     MONUMENTED       AZDT
 DV1694  HISTORY     - 19960217 GOOD             USPSQD
 DV1694  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1694  HISTORY     - 20070710 GOOD             GEOCAC
 DV1694
 DV1694                          STATION DESCRIPTION
 DV1694
 DV1694'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1694'IN TOLLESON.
 DV1694'IN TOLLESON, FROM INTERSTATE 10 AND 99TH AVENUE TRAVEL NORTH ALONG
 DV1694'99TH AVENUE FOR 0.45 MI (0.72 KM) TO CANAL BRIDGE AND STATION ON THE
 DV1694'SOUTHWEST ABUTMENT, 19 FT (5.79 METERS) WEST OF CENTERLINE OF 99TH
 DV1694'AVENUE, 1.5 FT (0.46 METERS) BELOW ROAD LEVEL ON CENTER OF CONCRETE
 DV1694'FOOTING, A STANDARD AZDT ALUMINIUM CAP.
 DV1694
 DV1694                          STATION RECOVERY (1996)
 DV1694
 DV1694'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1694'RECOVERED IN GOOD CONDITION.
 DV1694
 DV1694                          STATION RECOVERY (2006)
 DV1694
 DV1694'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1694'MARK NOT FOUND.
 DV1694
 DV1694                          STATION RECOVERY (2007)
 DV1694
 DV1694'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1694'THE ROAD AND BRIDGE APPEAR TO HAVE BEEN WIDENED TO THE EAST. THE MARK
 DV1694'IS NOW ABOUT 36 FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1697 ***********************************************************************
 DV1697  DESIGNATION -  417 B
 DV1697  PID         -  DV1697
 DV1697  STATE/COUNTY-  AZ/MARICOPA
 DV1697  USGS QUAD   -  TOLLESON (1982)
 DV1697
 DV1697                         *CURRENT SURVEY CONTROL
 DV1697  ___________________________________________________________________
 DV1697* NAD 83(1986)-  33 28 45.     (N)    112 16 22.     (W)     SCALED    
 DV1697* NAVD 88     -       313.655  (meters)    1029.05   (feet)  ADJUSTED  
 DV1697  ___________________________________________________________________
 DV1697  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1697  DYNAMIC HT  -         313.287 (meters)    1027.84  (feet)  COMP
 DV1697  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1697
 DV1697  VERT ORDER  -  SECOND    CLASS I
 DV1697
 DV1697.The horizontal coordinates were scaled from a topographic map and have
 DV1697.an estimated accuracy of +/- 6 seconds.
 DV1697
 DV1697.The orthometric height was determined by differential leveling
 DV1697.and adjusted in November 1993.
 DV1697
 DV1697.The geoid height was determined by GEOID03.
 DV1697
 DV1697.The dynamic height is computed by dividing the NAVD 88
 DV1697.geopotential number by the normal gravity value computed on the
 DV1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1697.degrees latitude (g = 980.6199 gals.).
 DV1697
 DV1697.The modeled gravity was interpolated from observed gravity values.
 DV1697
 DV1697;                    North         East    Units  Estimated Accuracy
 DV1697;SPC AZ C     -   274,950.      180,270.      MT  (+/- 180 meters Scaled)
 DV1697
 DV1697                          SUPERSEDED SURVEY CONTROL
 DV1697
 DV1697.No superseded survey control is available for this station.
 DV1697
 DV1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817051(NAD 83)
 DV1697_MARKER: DB = BENCH MARK DISK
 DV1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1697_SP_SET: WELL PAD
 DV1697_STAMPING: 417-B
 DV1697_MARK LOGO: AZDT  
 DV1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1697+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1697
 DV1697  HISTORY     - Date     Condition        Report By
 DV1697  HISTORY     - 1982     MONUMENTED       AZDT
 DV1697  HISTORY     - 20060324 GOOD             USPSQD
 DV1697  HISTORY     - 20070210 GOOD             USPSQD
 DV1697
 DV1697                          STATION DESCRIPTION
 DV1697
 DV1697'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1697'IN TOLLESON.
 DV1697'IN TOLLESON, FROM INTERSTATE 10 TRAVEL NORTH ON 99TH AVENUE FOR 1.2 MI
 DV1697'(1.9 KM) TO THOMAS ROAD AN THE STATION LOCATED ON A DEEP WATER WELL
 DV1697'PAD IN THE NORTHWEST CORNER OF INTERSECTION, 48.5 FT (14.78 METERS)
 DV1697'NORTH OF CENTERLINE OF THOMAS ROAD, 65 FT (19.81 METERS) WEST OF
 DV1697'CENTERLINE OF 99TH AVENUE, 6.3 FT (1.92 METERS) WEST OF EAST EDGE OF
 DV1697'THE PAD, 3.25 FT (0.99 METERS) NORTH OF SOUTH EDGE OF PAD, A STANDARD
 DV1697'AZDT ALUMINUM CAP EPOXIED ON WELL PAD.
 DV1697
 DV1697                          STATION RECOVERY (2006)
 DV1697
 DV1697'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1697'RECOVERED IN GOOD CONDITION.
 DV1697
 DV1697                          STATION RECOVERY (2007)
 DV1697
 DV1697'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1698 ***********************************************************************
 DV1698  DESIGNATION -  417 B 1
 DV1698  PID         -  DV1698
 DV1698  STATE/COUNTY-  AZ/MARICOPA
 DV1698  USGS QUAD   -  TOLLESON (1982)
 DV1698
 DV1698                         *CURRENT SURVEY CONTROL
 DV1698  ___________________________________________________________________
 DV1698* NAD 83(1986)-  33 28 45.     (N)    112 16 22.     (W)     SCALED    
 DV1698* NAVD 88     -       314.055  (meters)    1030.36   (feet)  ADJUSTED  
 DV1698  ___________________________________________________________________
 DV1698  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1698  DYNAMIC HT  -         313.687 (meters)    1029.15  (feet)  COMP
 DV1698  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1698
 DV1698  VERT ORDER  -  SECOND    CLASS I
 DV1698
 DV1698.The horizontal coordinates were scaled from a topographic map and have
 DV1698.an estimated accuracy of +/- 6 seconds.
 DV1698
 DV1698.The orthometric height was determined by differential leveling
 DV1698.and adjusted in November 1993.
 DV1698
 DV1698.The geoid height was determined by GEOID03.
 DV1698
 DV1698.The dynamic height is computed by dividing the NAVD 88
 DV1698.geopotential number by the normal gravity value computed on the
 DV1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1698.degrees latitude (g = 980.6199 gals.).
 DV1698
 DV1698.The modeled gravity was interpolated from observed gravity values.
 DV1698
 DV1698;                    North         East    Units  Estimated Accuracy
 DV1698;SPC AZ C     -   274,950.      180,270.      MT  (+/- 180 meters Scaled)
 DV1698
 DV1698                          SUPERSEDED SURVEY CONTROL
 DV1698
 DV1698.No superseded survey control is available for this station.
 DV1698
 DV1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817051(NAD 83)
 DV1698_MARKER: DB = BENCH MARK DISK
 DV1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1698_SP_SET: IRRIGATION DITCH HEADWALL
 DV1698_MARK LOGO: AZ-013
 DV1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1698+STABILITY: SURFACE MOTION
 DV1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1698+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1698
 DV1698  HISTORY     - Date     Condition        Report By
 DV1698  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1698  HISTORY     - 1982     GOOD             AZDT
 DV1698  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1698  HISTORY     - 20070308 MARK NOT FOUND   GEOCAC
 DV1698
 DV1698                          STATION DESCRIPTION
 DV1698
 DV1698'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1698'IN TOLLESON.
 DV1698'IN TOLLESON, FROM THE INTERSECTON OF INTERSTATE 10 TRAVEL NORTH ON
 DV1698'99TH AVENUE FOR 1.2 MI (1.93 KM) TO THE STATION ON A HEADWALL ON THE
 DV1698'NORTHWEST CORNER AT THE INTERSECTION OF THOMAS ROAD AND 99TH AVENUE,
 DV1698'37.0 FT (11.28 METERS) WEST OF CENTERLINE OF 99TH AVENUE, 44 FT
 DV1698'(13.41 METERS) NORTH OF CENTERLINE OF THOMAS ROAD, 46.8 FT
 DV1698'(14.26 METERS) NORTH NORTHWEST OF NORTHWEST CORNER 33. A STANDARD
 DV1698'MARICOPA COUNTY BRASS CAP SET IN CONCRETE HEADWALL.
 DV1698'NOTE--THE MARK IS NOT STAMPED.
 DV1698
 DV1698                          STATION RECOVERY (2006)
 DV1698
 DV1698'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1698'MARK NOT FOUND.
 DV1698
 DV1698                          STATION RECOVERY (2007)
 DV1698
 DV1698'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1698'THE HEADWALL APPEARS TO HAVE BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1700 ***********************************************************************
 DV1700  DESIGNATION -  417 C
 DV1700  PID         -  DV1700
 DV1700  STATE/COUNTY-  AZ/MARICOPA
 DV1700  USGS QUAD   -  TOLLESON (1982)
 DV1700
 DV1700                         *CURRENT SURVEY CONTROL
 DV1700  ___________________________________________________________________
 DV1700* NAD 83(1986)-  33 29 03.     (N)    112 16 22.     (W)     SCALED    
 DV1700* NAVD 88     -       314.287  (meters)    1031.12   (feet)  ADJUSTED  
 DV1700  ___________________________________________________________________
 DV1700  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1700  DYNAMIC HT  -         313.918 (meters)    1029.91  (feet)  COMP
 DV1700  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 DV1700
 DV1700  VERT ORDER  -  SECOND    CLASS I
 DV1700
 DV1700.The horizontal coordinates were scaled from a topographic map and have
 DV1700.an estimated accuracy of +/- 6 seconds.
 DV1700
 DV1700.The orthometric height was determined by differential leveling
 DV1700.and adjusted in November 1993.
 DV1700
 DV1700.The geoid height was determined by GEOID03.
 DV1700
 DV1700.The dynamic height is computed by dividing the NAVD 88
 DV1700.geopotential number by the normal gravity value computed on the
 DV1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1700.degrees latitude (g = 980.6199 gals.).
 DV1700
 DV1700.The modeled gravity was interpolated from observed gravity values.
 DV1700
 DV1700;                    North         East    Units  Estimated Accuracy
 DV1700;SPC AZ C     -   275,500.      180,270.      MT  (+/- 180 meters Scaled)
 DV1700
 DV1700                          SUPERSEDED SURVEY CONTROL
 DV1700
 DV1700.No superseded survey control is available for this station.
 DV1700
 DV1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817056(NAD 83)
 DV1700_MARKER: DB = BENCH MARK DISK
 DV1700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1700_SP_SET: CONCRETE HEADGATE
 DV1700_STAMPING: 417-C
 DV1700_MARK LOGO: AZDT  
 DV1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1700+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1700
 DV1700  HISTORY     - Date     Condition        Report By
 DV1700  HISTORY     - 1982     MONUMENTED       AZDT
 DV1700  HISTORY     - 20060324 GOOD             USPSQD
 DV1700  HISTORY     - 20070210 GOOD             USPSQD
 DV1700
 DV1700                          STATION DESCRIPTION
 DV1700
 DV1700'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1700'IN TOLLESON.
 DV1700'IN TOLLESON, FROM THE INTERSECTION OF INTERSTATE 10 TRAVEL NORTH ALONG
 DV1700'99TH AVENUE FOR 1.65 MI (2.66 KM) TO STATION ON LEFT, 27.5 FT (8.38
 DV1700'METERS) WEST OF THE CENTERLINE OF 99TH AVENUE, ON THE EAST SIDE OF A
 DV1700'NORTH-SOUTH CANAL, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON CANAL
 DV1700'HEADGATE.
 DV1700
 DV1700                          STATION RECOVERY (2006)
 DV1700
 DV1700'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1700'RECOVERED IN GOOD CONDITION.
 DV1700
 DV1700                          STATION RECOVERY (2007)
 DV1700
 DV1700'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1702 ***********************************************************************
 DV1702  DESIGNATION -  417 D
 DV1702  PID         -  DV1702
 DV1702  STATE/COUNTY-  AZ/MARICOPA
 DV1702  USGS QUAD   -  TOLLESON (1982)
 DV1702
 DV1702                         *CURRENT SURVEY CONTROL
 DV1702  ___________________________________________________________________
 DV1702* NAD 83(1986)-  33 29 37.     (N)    112 16 22.     (W)     SCALED    
 DV1702* NAVD 88     -       315.068  (meters)    1033.69   (feet)  ADJUSTED  
 DV1702  ___________________________________________________________________
 DV1702  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1702  DYNAMIC HT  -         314.698 (meters)    1032.47  (feet)  COMP
 DV1702  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 DV1702
 DV1702  VERT ORDER  -  SECOND    CLASS I
 DV1702
 DV1702.The horizontal coordinates were scaled from a topographic map and have
 DV1702.an estimated accuracy of +/- 6 seconds.
 DV1702
 DV1702.The orthometric height was determined by differential leveling
 DV1702.and adjusted in November 1993.
 DV1702
 DV1702.The geoid height was determined by GEOID03.
 DV1702
 DV1702.The dynamic height is computed by dividing the NAVD 88
 DV1702.geopotential number by the normal gravity value computed on the
 DV1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1702.degrees latitude (g = 980.6199 gals.).
 DV1702
 DV1702.The modeled gravity was interpolated from observed gravity values.
 DV1702
 DV1702;                    North         East    Units  Estimated Accuracy
 DV1702;SPC AZ C     -   276,550.      180,270.      MT  (+/- 180 meters Scaled)
 DV1702
 DV1702                          SUPERSEDED SURVEY CONTROL
 DV1702
 DV1702.No superseded survey control is available for this station.
 DV1702
 DV1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817067(NAD 83)
 DV1702_MARKER: DB = BENCH MARK DISK
 DV1702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1702_SP_SET: CONCRETE PAD
 DV1702_STAMPING: 417-D
 DV1702_MARK LOGO: AZDT  
 DV1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1702+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DV1702
 DV1702  HISTORY     - Date     Condition        Report By
 DV1702  HISTORY     - 1983     MONUMENTED       AZDT
 DV1702  HISTORY     - 20060324 GOOD             USPSQD
 DV1702  HISTORY     - 20070210 GOOD             USPSQD
 DV1702  HISTORY     - 20080830 GOOD             GEOCAC
 DV1702
 DV1702                          STATION DESCRIPTION
 DV1702
 DV1702'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1702'3.5 KM (2.2 MI) NORTH FROM TOLLESON.
 DV1702'FROM THE INTERSECTION OF INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG
 DV1702'99TH AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD AND THE MARK ON
 DV1702'THE NORTHWEST CORNER, 56.0 FT (17.07 METERS) WEST OF CENTERLINE OF
 DV1702'99TH AVENUE, 56.0 FT (17.07 METERS) NORTH OF THE CENTERLINE OF INDIAN
 DV1702'SCHOOL ROAD, 1.0 FT (0.30 METERS) EAST OF PUMP FACE, A STANDARD AZDT
 DV1702'ALUMINIUM CAP EPOXIED ON A CONCRETE PAD ATTACHED TO A DEEP WELL
 DV1702'CASING.
 DV1702
 DV1702                          STATION RECOVERY (2006)
 DV1702
 DV1702'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1702'RECOVERED IN GOOD CONDITION.
 DV1702
 DV1702                          STATION RECOVERY (2007)
 DV1702
 DV1702'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1702'RECOVERED AS DESCRIBED.
 DV1702
 DV1702                          STATION RECOVERY (2008)
 DV1702
 DV1702'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DV1702'GPSR COORDINATES  N33 29.642 W112 16.386.  ELEV 1,021 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1707 ***********************************************************************
 DV1707  DESIGNATION -  417 D 1
 DV1707  PID         -  DV1707
 DV1707  STATE/COUNTY-  AZ/MARICOPA
 DV1707  USGS QUAD   -  TOLLESON (1982)
 DV1707
 DV1707                         *CURRENT SURVEY CONTROL
 DV1707  ___________________________________________________________________
 DV1707* NAD 83(1986)-  33 29 37.     (N)    112 16 22.     (W)     SCALED    
 DV1707* NAVD 88     -       315.543  (meters)    1035.24   (feet)  ADJUSTED  
 DV1707  ___________________________________________________________________
 DV1707  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1707  DYNAMIC HT  -         315.173 (meters)    1034.03  (feet)  COMP
 DV1707  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 DV1707
 DV1707  VERT ORDER  -  SECOND    CLASS I
 DV1707
 DV1707.The horizontal coordinates were scaled from a topographic map and have
 DV1707.an estimated accuracy of +/- 6 seconds.
 DV1707
 DV1707.The orthometric height was determined by differential leveling
 DV1707.and adjusted in November 1993.
 DV1707
 DV1707.The geoid height was determined by GEOID03.
 DV1707
 DV1707.The dynamic height is computed by dividing the NAVD 88
 DV1707.geopotential number by the normal gravity value computed on the
 DV1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1707.degrees latitude (g = 980.6199 gals.).
 DV1707
 DV1707.The modeled gravity was interpolated from observed gravity values.
 DV1707
 DV1707;                    North         East    Units  Estimated Accuracy
 DV1707;SPC AZ C     -   276,550.      180,270.      MT  (+/- 180 meters Scaled)
 DV1707
 DV1707                          SUPERSEDED SURVEY CONTROL
 DV1707
 DV1707.No superseded survey control is available for this station.
 DV1707
 DV1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817067(NAD 83)
 DV1707_MARKER: DB = BENCH MARK DISK
 DV1707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1707_SP_SET: CONCRETE HEADWALL
 DV1707_MARK LOGO: AZDT  
 DV1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1707+STABILITY: SURFACE MOTION
 DV1707
 DV1707  HISTORY     - Date     Condition        Report By
 DV1707  HISTORY     - 1983     MONUMENTED       AZDT
 DV1707  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1707
 DV1707                          STATION DESCRIPTION
 DV1707
 DV1707'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1707'3.54 KM (2.2 MI) NORTH FROM TOLLESON.
 DV1707'FROM THE INTERSECTION OF INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG
 DV1707'99TH AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD AND THE MARK ON
 DV1707'THE NORTHWEST CORNER, 33.0 FT (10.06 METERS) WEST OF CENTERLINE OF
 DV1707'99TH AVENUE, 45.6 FT (13.90 METERS) NORTH OF INDIAN SCHOOL ROAD, A
 DV1707'STANDARD MARICOPA COUNTY BRASS CAP SET IN TOP OF CONCRETE HEADWALL.
 DV1707'NOTE--THE MARK IS NOT STAMPED.
 DV1707
 DV1707                          STATION RECOVERY (2006)
 DV1707
 DV1707'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1708 ***********************************************************************
 DV1708  DESIGNATION -  417 E
 DV1708  PID         -  DV1708
 DV1708  STATE/COUNTY-  AZ/MARICOPA
 DV1708  USGS QUAD   -  EL MIRAGE (1982)
 DV1708
 DV1708                         *CURRENT SURVEY CONTROL
 DV1708  ___________________________________________________________________
 DV1708* NAD 83(1986)-  33 30 04.     (N)    112 16 22.     (W)     SCALED    
 DV1708* NAVD 88     -       316.364  (meters)    1037.94   (feet)  ADJUSTED  
 DV1708  ___________________________________________________________________
 DV1708  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1708  DYNAMIC HT  -         315.992 (meters)    1036.72  (feet)  COMP
 DV1708  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 DV1708
 DV1708  VERT ORDER  -  SECOND    CLASS I
 DV1708
 DV1708.The horizontal coordinates were scaled from a topographic map and have
 DV1708.an estimated accuracy of +/- 6 seconds.
 DV1708
 DV1708.The orthometric height was determined by differential leveling
 DV1708.and adjusted in November 1993.
 DV1708
 DV1708.The geoid height was determined by GEOID03.
 DV1708
 DV1708.The dynamic height is computed by dividing the NAVD 88
 DV1708.geopotential number by the normal gravity value computed on the
 DV1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1708.degrees latitude (g = 980.6199 gals.).
 DV1708
 DV1708.The modeled gravity was interpolated from observed gravity values.
 DV1708
 DV1708;                    North         East    Units  Estimated Accuracy
 DV1708;SPC AZ C     -   277,380.      180,270.      MT  (+/- 180 meters Scaled)
 DV1708
 DV1708                          SUPERSEDED SURVEY CONTROL
 DV1708
 DV1708.No superseded survey control is available for this station.
 DV1708
 DV1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817075(NAD 83)
 DV1708_MARKER: DB = BENCH MARK DISK
 DV1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1708_SP_SET: CONCRETE PAD
 DV1708_STAMPING: 417-E
 DV1708_MARK LOGO: AZDT  
 DV1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1708
 DV1708  HISTORY     - Date     Condition        Report By
 DV1708  HISTORY     - 1983     MONUMENTED       AZDT
 DV1708  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1708
 DV1708                          STATION DESCRIPTION
 DV1708
 DV1708'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1708'4.19 KM (2.6 MI) NORTH FROM TOLLESON.
 DV1708'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1708'AVENUE FOR 2.6 MI (4.19 KM) TO STATION ON LEFT, 27 FT (8.41 METERS)
 DV1708'WEST OF WEST EDGE OF NORTH-SOUTH CANAL, 3.25 FT (1.01 METERS) NORTH OF
 DV1708'SOUTH EDGE OF PAD, 1.75 FT (0.54 METERS) WEST OF EAST SIDE OF PAD, A
 DV1708'STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE PAD FOR A DEEP WELL.
 DV1708
 DV1708                          STATION RECOVERY (2006)
 DV1708
 DV1708'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1710 ***********************************************************************
 DV1710  DESIGNATION -  417 F
 DV1710  PID         -  DV1710
 DV1710  STATE/COUNTY-  AZ/MARICOPA
 DV1710  USGS QUAD   -  EL MIRAGE (1982)
 DV1710
 DV1710                         *CURRENT SURVEY CONTROL
 DV1710  ___________________________________________________________________
 DV1710* NAD 83(1986)-  33 30 30.     (N)    112 16 22.     (W)     SCALED    
 DV1710* NAVD 88     -       318.594  (meters)    1045.25   (feet)  ADJUSTED  
 DV1710  ___________________________________________________________________
 DV1710  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV1710  DYNAMIC HT  -         318.219 (meters)    1044.02  (feet)  COMP
 DV1710  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 DV1710
 DV1710  VERT ORDER  -  SECOND    CLASS I
 DV1710
 DV1710.The horizontal coordinates were scaled from a topographic map and have
 DV1710.an estimated accuracy of +/- 6 seconds.
 DV1710
 DV1710.The orthometric height was determined by differential leveling
 DV1710.and adjusted in November 1993.
 DV1710
 DV1710.The geoid height was determined by GEOID03.
 DV1710
 DV1710.The dynamic height is computed by dividing the NAVD 88
 DV1710.geopotential number by the normal gravity value computed on the
 DV1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1710.degrees latitude (g = 980.6199 gals.).
 DV1710
 DV1710.The modeled gravity was interpolated from observed gravity values.
 DV1710
 DV1710;                    North         East    Units  Estimated Accuracy
 DV1710;SPC AZ C     -   278,180.      180,280.      MT  (+/- 180 meters Scaled)
 DV1710
 DV1710                          SUPERSEDED SURVEY CONTROL
 DV1710
 DV1710.No superseded survey control is available for this station.
 DV1710
 DV1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817083(NAD 83)
 DV1710_MARKER: DB = BENCH MARK DISK
 DV1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1710_SP_SET: CONCRETE PAD
 DV1710_STAMPING: 417-F
 DV1710_MARK LOGO: AZDT  
 DV1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1710+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DV1710
 DV1710  HISTORY     - Date     Condition        Report By
 DV1710  HISTORY     - 1982     MONUMENTED       AZDT
 DV1710  HISTORY     - 20060324 GOOD             USPSQD
 DV1710  HISTORY     - 20070210 GOOD             USPSQD
 DV1710  HISTORY     - 20080830 GOOD             GEOCAC
 DV1710
 DV1710                          STATION DESCRIPTION
 DV1710
 DV1710'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1710'5.15 KM (3.2 MI) NORTH FROM TOLLESON.
 DV1710'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1710'AVENUE FOR 3.2 MI (5.15 KM) TO THE STATION AT THE NORTHWEST CORNER OF
 DV1710'CAMELBACK ROAD AND 99TH AVENUE, 137 FT (41.76 METERS) NORTH OF THE
 DV1710'CENTERLINE OF CAMELBACK ROAD, 17.2 FT (5.24 METERS) WEST OF THE WEST
 DV1710'EDGE OF THE CANAL, 0.5 FT (0.15 METERS) WEST OF EAST EDGE OF WELL PAD,
 DV1710'0.75 FT (0.23 METERS) EAST OF PUMP FACE, A STANDARD AZDT ALUMINIUM CAP
 DV1710'EPOXIED ON A CONCRETE DEEP WELL PAD.
 DV1710
 DV1710                          STATION RECOVERY (2006)
 DV1710
 DV1710'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1710'RECOVERED IN GOOD CONDITION.
 DV1710
 DV1710                          STATION RECOVERY (2007)
 DV1710
 DV1710'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1710'RECOVERED AS DESCRIBED.
 DV1710
 DV1710                          STATION RECOVERY (2008)
 DV1710
 DV1710'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DV1710'SPOTTED DISK THROUGH SECURITY FENCE, BUT COULD NOT GET CLOSE ENOUGH TO
 DV1710'VERIFY STAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1713 ***********************************************************************
 DV1713  DESIGNATION -  417 G
 DV1713  PID         -  DV1713
 DV1713  STATE/COUNTY-  AZ/MARICOPA
 DV1713  USGS QUAD   -  EL MIRAGE (1982)
 DV1713
 DV1713                         *CURRENT SURVEY CONTROL
 DV1713  ___________________________________________________________________
 DV1713* NAD 83(1986)-  33 31 20.     (N)    112 16 19.     (W)     SCALED    
 DV1713* NAVD 88     -       322.596  (meters)    1058.38   (feet)  ADJUSTED  
 DV1713  ___________________________________________________________________
 DV1713  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV1713  DYNAMIC HT  -         322.216 (meters)    1057.14  (feet)  COMP
 DV1713  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 DV1713
 DV1713  VERT ORDER  -  SECOND    CLASS I
 DV1713
 DV1713.The horizontal coordinates were scaled from a topographic map and have
 DV1713.an estimated accuracy of +/- 6 seconds.
 DV1713
 DV1713.The orthometric height was determined by differential leveling
 DV1713.and adjusted in November 1993.
 DV1713
 DV1713.The geoid height was determined by GEOID03.
 DV1713
 DV1713.The dynamic height is computed by dividing the NAVD 88
 DV1713.geopotential number by the normal gravity value computed on the
 DV1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1713.degrees latitude (g = 980.6199 gals.).
 DV1713
 DV1713.The modeled gravity was interpolated from observed gravity values.
 DV1713
 DV1713;                    North         East    Units  Estimated Accuracy
 DV1713;SPC AZ C     -   279,720.      180,360.      MT  (+/- 180 meters Scaled)
 DV1713
 DV1713                          SUPERSEDED SURVEY CONTROL
 DV1713
 DV1713.No superseded survey control is available for this station.
 DV1713
 DV1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818099(NAD 83)
 DV1713_MARKER: DB = BENCH MARK DISK
 DV1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1713_SP_SET: CONCRETE PAD
 DV1713_STAMPING: 417-G
 DV1713_MARK LOGO: AZDT  
 DV1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1713+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1713
 DV1713  HISTORY     - Date     Condition        Report By
 DV1713  HISTORY     - 1982     MONUMENTED       AZDT
 DV1713  HISTORY     - 20060324 GOOD             USPSQD
 DV1713  HISTORY     - 20070210 GOOD             USPSQD
 DV1713  HISTORY     - 20070308 MARK NOT FOUND   GEOCAC
 DV1713
 DV1713                          STATION DESCRIPTION
 DV1713
 DV1713'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1713'6.76 KM (4.2 MI) NORTH FROM TOLLESON.
 DV1713'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1713'AVENUE FOR 4.2 MI (6.76 KM) TO THE STATION, IN THE NORTHWEST CORNER OF
 DV1713'99TH AVENUE AND BETHANY HOME ROAD, 4.4 FT (1.34 METERS) WEST OF EAST
 DV1713'SIDE OF CONCRETE DEEP WELL PAD, 109 FT (33.2 METERS) WEST OF
 DV1713'CENTERLINE 99TH AVENUE, 0.8 FT (0.24 METERS) SOUTH OF PUMP FACE, A
 DV1713'STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE DEEP WELL PAD.
 DV1713
 DV1713                          STATION RECOVERY (2006)
 DV1713
 DV1713'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1713'RECOVERED IN GOOD CONDITION.
 DV1713
 DV1713                          STATION RECOVERY (2007)
 DV1713
 DV1713'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1713'RECOVERED AS DESCRIBED.
 DV1713
 DV1713                          STATION RECOVERY (2007)
 DV1713
 DV1713'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1713'THE WELL PUMP AND PAD HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1719 ***********************************************************************
 DV1719  DESIGNATION -  417 H
 DV1719  PID         -  DV1719
 DV1719  STATE/COUNTY-  AZ/MARICOPA
 DV1719  USGS QUAD   -  EL MIRAGE (1982)
 DV1719
 DV1719                         *CURRENT SURVEY CONTROL
 DV1719  ___________________________________________________________________
 DV1719* NAD 83(1986)-  33 31 48.     (N)    112 16 13.     (W)     SCALED    
 DV1719* NAVD 88     -       323.349  (meters)    1060.85   (feet)  ADJUSTED  
 DV1719  ___________________________________________________________________
 DV1719  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV1719  DYNAMIC HT  -         322.969 (meters)    1059.61  (feet)  COMP
 DV1719  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 DV1719
 DV1719  VERT ORDER  -  SECOND    CLASS I
 DV1719
 DV1719.The horizontal coordinates were scaled from a topographic map and have
 DV1719.an estimated accuracy of +/- 6 seconds.
 DV1719
 DV1719.The orthometric height was determined by differential leveling
 DV1719.and adjusted in November 1993.
 DV1719
 DV1719.The geoid height was determined by GEOID03.
 DV1719
 DV1719.The dynamic height is computed by dividing the NAVD 88
 DV1719.geopotential number by the normal gravity value computed on the
 DV1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1719.degrees latitude (g = 980.6199 gals.).
 DV1719
 DV1719.The modeled gravity was interpolated from observed gravity values.
 DV1719
 DV1719;                    North         East    Units  Estimated Accuracy
 DV1719;SPC AZ C     -   280,580.      180,520.      MT  (+/- 180 meters Scaled)
 DV1719
 DV1719                          SUPERSEDED SURVEY CONTROL
 DV1719
 DV1719.No superseded survey control is available for this station.
 DV1719
 DV1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820107(NAD 83)
 DV1719_MARKER: DB = BENCH MARK DISK
 DV1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1719_SP_SET: CONCRETE PAD
 DV1719_STAMPING: 417-H
 DV1719_MARK LOGO: AZDT  
 DV1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1719+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1719
 DV1719  HISTORY     - Date     Condition        Report By
 DV1719  HISTORY     - 1982     MONUMENTED       AZDT
 DV1719  HISTORY     - 20060324 GOOD             USPSQD
 DV1719  HISTORY     - 20070210 GOOD             USPSQD
 DV1719
 DV1719                          STATION DESCRIPTION
 DV1719
 DV1719'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1719'7.57 KM (4.7 MI) NORTH FROM TOLLESON.
 DV1719'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1719'AVENUE FOR 4.7 MI (7.57 KM) TO DEEP WATER WELL ON THE LEFT AND THE
 DV1719'MARK, 70 FT (21.3 METERS) EAST OF CENTERLINE OF 99TH AVENUE, 41.5 FT
 DV1719'(12.6 METERS) NORTHEAST OF POWER POLE NUMBER ONE-G OVER 1, 0.9 FT
 DV1719'(0.27 METERS) EAST OF WEST SIDE OF PAD, 1.3 FT (0.40 METERS) SOUTHWEST
 DV1719'OF PUMP FACE, A A STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE DEEP
 DV1719'WELL PAD.
 DV1719
 DV1719                          STATION RECOVERY (2006)
 DV1719
 DV1719'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1719'RECOVERED IN GOOD CONDITION.
 DV1719
 DV1719                          STATION RECOVERY (2007)
 DV1719
 DV1719'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1722 ***********************************************************************
 DV1722  DESIGNATION -  417 J
 DV1722  PID         -  DV1722
 DV1722  STATE/COUNTY-  AZ/MARICOPA
 DV1722  USGS QUAD   -  EL MIRAGE (1982)
 DV1722
 DV1722                         *CURRENT SURVEY CONTROL
 DV1722  ___________________________________________________________________
 DV1722* NAD 83(1986)-  33 32 40.     (N)    112 16 15.     (W)     SCALED    
 DV1722* NAVD 88     -       328.017  (meters)    1076.17   (feet)  ADJUSTED  
 DV1722  ___________________________________________________________________
 DV1722  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV1722  DYNAMIC HT  -         327.632 (meters)    1074.91  (feet)  COMP
 DV1722  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 DV1722
 DV1722  VERT ORDER  -  SECOND    CLASS I
 DV1722
 DV1722.The horizontal coordinates were scaled from a topographic map and have
 DV1722.an estimated accuracy of +/- 6 seconds.
 DV1722
 DV1722.The orthometric height was determined by differential leveling
 DV1722.and adjusted in November 1993.
 DV1722
 DV1722.The geoid height was determined by GEOID03.
 DV1722
 DV1722.The dynamic height is computed by dividing the NAVD 88
 DV1722.geopotential number by the normal gravity value computed on the
 DV1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1722.degrees latitude (g = 980.6199 gals.).
 DV1722
 DV1722.The modeled gravity was interpolated from observed gravity values.
 DV1722
 DV1722;                    North         East    Units  Estimated Accuracy
 DV1722;SPC AZ C     -   282,190.      180,470.      MT  (+/- 180 meters Scaled)
 DV1722
 DV1722                          SUPERSEDED SURVEY CONTROL
 DV1722
 DV1722.No superseded survey control is available for this station.
 DV1722
 DV1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820123(NAD 83)
 DV1722_MARKER: DB = BENCH MARK DISK
 DV1722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1722_SP_SET: CONCRETE PAD
 DV1722_STAMPING: 417-J
 DV1722_MARK LOGO: AZDT  
 DV1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1722+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1722
 DV1722  HISTORY     - Date     Condition        Report By
 DV1722  HISTORY     - 1982     MONUMENTED       AZDT
 DV1722  HISTORY     - 20070210 GOOD             USPSQD
 DV1722
 DV1722                          STATION DESCRIPTION
 DV1722
 DV1722'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1722'9.18 KM (5.7 MI) NORTH FROM TOLLESON.
 DV1722'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1722'AVENUE FOR 5.7 MI (9.18 KM) TO A DEEP WATER WELL AND THE MARK ON THE
 DV1722'LEFT, 85 FT (25.9 METERS) EAST OF THE CENTERLINE OF 99TH AVENUE, 41 FT
 DV1722'(12.5 METERS) EAST OF CENTERLINE OF NORTH-SOUTH CANAL, 1.3 FT
 DV1722'(0.40 METERS) SOUTHWEST OF PUMP FACE, A STANDARD AZDT ALUMINIUM CAP
 DV1722'EPOXIED ON A CONCRETE DEEP WELL PAD.
 DV1722
 DV1722                          STATION RECOVERY (2007)
 DV1722
 DV1722'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1723 ***********************************************************************
 DV1723  DESIGNATION -  417 J 1
 DV1723  PID         -  DV1723
 DV1723  STATE/COUNTY-  AZ/MARICOPA
 DV1723  USGS QUAD   -  EL MIRAGE (1982)
 DV1723
 DV1723                         *CURRENT SURVEY CONTROL
 DV1723  ___________________________________________________________________
 DV1723* NAD 83(1986)-  33 32 40.     (N)    112 16 15.     (W)     SCALED    
 DV1723* NAVD 88     -       327.981  (meters)    1076.05   (feet)  ADJUSTED  
 DV1723  ___________________________________________________________________
 DV1723  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV1723  DYNAMIC HT  -         327.596 (meters)    1074.79  (feet)  COMP
 DV1723  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 DV1723
 DV1723  VERT ORDER  -  SECOND    CLASS I
 DV1723
 DV1723.The horizontal coordinates were scaled from a topographic map and have
 DV1723.an estimated accuracy of +/- 6 seconds.
 DV1723
 DV1723.The orthometric height was determined by differential leveling
 DV1723.and adjusted in November 1993.
 DV1723
 DV1723.The geoid height was determined by GEOID03.
 DV1723
 DV1723.The dynamic height is computed by dividing the NAVD 88
 DV1723.geopotential number by the normal gravity value computed on the
 DV1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1723.degrees latitude (g = 980.6199 gals.).
 DV1723
 DV1723.The modeled gravity was interpolated from observed gravity values.
 DV1723
 DV1723;                    North         East    Units  Estimated Accuracy
 DV1723;SPC AZ C     -   282,190.      180,470.      MT  (+/- 180 meters Scaled)
 DV1723
 DV1723                          SUPERSEDED SURVEY CONTROL
 DV1723
 DV1723.No superseded survey control is available for this station.
 DV1723
 DV1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820123(NAD 83)
 DV1723_MARKER: DB = BENCH MARK DISK
 DV1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1723_SP_SET: CONCRETE HEADGATE
 DV1723_MARK LOGO: SRVWUA
 DV1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1723+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1723
 DV1723  HISTORY     - Date     Condition        Report By
 DV1723  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1723  HISTORY     - 1982     GOOD             AZDT
 DV1723  HISTORY     - 20060324 GOOD             USPSQD
 DV1723  HISTORY     - 20070210 GOOD             USPSQD
 DV1723
 DV1723                          STATION DESCRIPTION
 DV1723
 DV1723'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1723'9.18 KM (5.7 MI) NORTH FROM TOLLESON.
 DV1723'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1723'AVENUE FOR 5.7 MI (9.18 KM) TO THE CAP ON THE LEFT, 27.3 FT
 DV1723'(8.32 METERS) WEST OF THE CENTERLINE OF 99TH AVENUE, 26.0 FT
 DV1723'(7.92 METERS) NORTH OF THE CENTERLINE OF A CONCRETE BRIDGE OVER A
 DV1723'NORTH-SOUTH CANAL, A STANDARD BRASS CAP SET IN A CONCRETE HEADGATE.
 DV1723'NOTE--THE MARK IS NOT STAMPED.
 DV1723
 DV1723                          STATION RECOVERY (2006)
 DV1723
 DV1723'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1723'RECOVERED IN GOOD CONDITION.
 DV1723
 DV1723                          STATION RECOVERY (2007)
 DV1723
 DV1723'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1723'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1724 ***********************************************************************
 DV1724  DESIGNATION -  417 J 2
 DV1724  PID         -  DV1724
 DV1724  STATE/COUNTY-  AZ/MARICOPA
 DV1724  USGS QUAD   -  EL MIRAGE (1982)
 DV1724
 DV1724                         *CURRENT SURVEY CONTROL
 DV1724  ___________________________________________________________________
 DV1724* NAD 83(1986)-  33 32 53.     (N)    112 16 15.     (W)     SCALED    
 DV1724* NAVD 88     -       328.521  (meters)    1077.82   (feet)  ADJUSTED  
 DV1724  ___________________________________________________________________
 DV1724  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV1724  DYNAMIC HT  -         328.136 (meters)    1076.56  (feet)  COMP
 DV1724  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 DV1724
 DV1724  VERT ORDER  -  SECOND    CLASS I
 DV1724
 DV1724.The horizontal coordinates were scaled from a topographic map and have
 DV1724.an estimated accuracy of +/- 6 seconds.
 DV1724
 DV1724.The orthometric height was determined by differential leveling
 DV1724.and adjusted in November 1993.
 DV1724
 DV1724.The geoid height was determined by GEOID03.
 DV1724
 DV1724.The dynamic height is computed by dividing the NAVD 88
 DV1724.geopotential number by the normal gravity value computed on the
 DV1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1724.degrees latitude (g = 980.6199 gals.).
 DV1724
 DV1724.The modeled gravity was interpolated from observed gravity values.
 DV1724
 DV1724;                    North         East    Units  Estimated Accuracy
 DV1724;SPC AZ C     -   282,590.      180,470.      MT  (+/- 180 meters Scaled)
 DV1724
 DV1724                          SUPERSEDED SURVEY CONTROL
 DV1724
 DV1724.No superseded survey control is available for this station.
 DV1724
 DV1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820127(NAD 83)
 DV1724_MARKER: DB = BENCH MARK DISK
 DV1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1724_SP_SET: CONCRETE HEADGATE
 DV1724_MARK LOGO: SRVWUA
 DV1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1724
 DV1724  HISTORY     - Date     Condition        Report By
 DV1724  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1724  HISTORY     - 1982     GOOD             AZDT
 DV1724  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1724
 DV1724                          STATION DESCRIPTION
 DV1724
 DV1724'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1724'9.58 KM (5.95 MI) NORTH FROM TOLLESON.
 DV1724'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1724'AVENUE FOR 5.95 MI (9.58 KM) TO CANAL HEADGATE AND MARK ON THE LEFT,
 DV1724'27.7 FT (8.44 METERS) WEST OF CENTERLINE OF 99TH AVENUE, 31.3 FT
 DV1724'(9.54 METERS) SOUTH OF CENTERLINE OF SERVICE ROAD, 37.5 FT
 DV1724'(11.43 METERS) SOUTH OF OLD CORNER POST, A STANDARD BRASS CAP SET IN
 DV1724'CONCRETE HEADGATE.  NOTE--THE MARK IS NOT STAMPED.
 DV1724
 DV1724                          STATION RECOVERY (2006)
 DV1724
 DV1724'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1725 ***********************************************************************
 DV1725  DESIGNATION -  417 J 3
 DV1725  PID         -  DV1725
 DV1725  STATE/COUNTY-  AZ/MARICOPA
 DV1725  USGS QUAD   -  EL MIRAGE (1982)
 DV1725
 DV1725                         *CURRENT SURVEY CONTROL
 DV1725  ___________________________________________________________________
 DV1725* NAD 83(1986)-  33 33 04.     (N)    112 16 19.     (W)     SCALED    
 DV1725* NAVD 88     -       329.400  (meters)    1080.71   (feet)  ADJUSTED  
 DV1725  ___________________________________________________________________
 DV1725  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV1725  DYNAMIC HT  -         329.013 (meters)    1079.44  (feet)  COMP
 DV1725  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 DV1725
 DV1725  VERT ORDER  -  SECOND    CLASS I
 DV1725
 DV1725.The horizontal coordinates were scaled from a topographic map and have
 DV1725.an estimated accuracy of +/- 6 seconds.
 DV1725
 DV1725.The orthometric height was determined by differential leveling
 DV1725.and adjusted in November 1993.
 DV1725
 DV1725.The geoid height was determined by GEOID03.
 DV1725
 DV1725.The dynamic height is computed by dividing the NAVD 88
 DV1725.geopotential number by the normal gravity value computed on the
 DV1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1725.degrees latitude (g = 980.6199 gals.).
 DV1725
 DV1725.The modeled gravity was interpolated from observed gravity values.
 DV1725
 DV1725;                    North         East    Units  Estimated Accuracy
 DV1725;SPC AZ C     -   282,930.      180,370.      MT  (+/- 180 meters Scaled)
 DV1725
 DV1725                          SUPERSEDED SURVEY CONTROL
 DV1725
 DV1725.No superseded survey control is available for this station.
 DV1725
 DV1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC819131(NAD 83)
 DV1725_MARKER: DB = BENCH MARK DISK
 DV1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1725_SP_SET: CONCRETE HEADGATE
 DV1725_MARK LOGO: SRVWUA
 DV1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1725+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1725
 DV1725  HISTORY     - Date     Condition        Report By
 DV1725  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1725  HISTORY     - 1982     GOOD             AZDT
 DV1725  HISTORY     - 20060325 GOOD             USPSQD
 DV1725
 DV1725                          STATION DESCRIPTION
 DV1725
 DV1725'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1725'9.98 KM (6.2 MI) NORTH FROM TOLLESON.
 DV1725'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1725'AVENUE FOR 6.2 MI (9.98 KM) TO THE INTERSECTION OF NORTHERN AVENUE,
 DV1725'THE MARK ON THE SOUTHWEST CORNER, 28.5 FT (8.69 METERS) WEST OF
 DV1725'CENTERLINE OF 99TH AVENUE, 55.7 FT (16.98 METERS) SOUTH OF CENTERLINE
 DV1725'OF NORTHERN AVENUE, A STANDARD BRASS CAP IN CONCRETE CANAL HEADGATE.
 DV1725'NOTE--THE MARK IS NOT STAMPED.
 DV1725
 DV1725                          STATION RECOVERY (2006)
 DV1725
 DV1725'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1726 ***********************************************************************
 DV1726  DESIGNATION -  417 K
 DV1726  PID         -  DV1726
 DV1726  STATE/COUNTY-  AZ/MARICOPA
 DV1726  USGS QUAD   -  EL MIRAGE (1982)
 DV1726
 DV1726                         *CURRENT SURVEY CONTROL
 DV1726  ___________________________________________________________________
 DV1726* NAD 83(1986)-  33 33 20.     (N)    112 16 21.     (W)     SCALED    
 DV1726* NAVD 88     -       331.228  (meters)    1086.70   (feet)  ADJUSTED  
 DV1726  ___________________________________________________________________
 DV1726  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV1726  DYNAMIC HT  -         330.839 (meters)    1085.43  (feet)  COMP
 DV1726  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DV1726
 DV1726  VERT ORDER  -  SECOND    CLASS I
 DV1726
 DV1726.The horizontal coordinates were scaled from a topographic map and have
 DV1726.an estimated accuracy of +/- 6 seconds.
 DV1726
 DV1726.The orthometric height was determined by differential leveling
 DV1726.and adjusted in November 1993.
 DV1726
 DV1726.The geoid height was determined by GEOID03.
 DV1726
 DV1726.The dynamic height is computed by dividing the NAVD 88
 DV1726.geopotential number by the normal gravity value computed on the
 DV1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1726.degrees latitude (g = 980.6199 gals.).
 DV1726
 DV1726.The modeled gravity was interpolated from observed gravity values.
 DV1726
 DV1726;                    North         East    Units  Estimated Accuracy
 DV1726;SPC AZ C     -   283,420.      180,320.      MT  (+/- 180 meters Scaled)
 DV1726
 DV1726                          SUPERSEDED SURVEY CONTROL
 DV1726
 DV1726.No superseded survey control is available for this station.
 DV1726
 DV1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818136(NAD 83)
 DV1726_MARKER: DB = BENCH MARK DISK
 DV1726_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1726_SP_SET: CONCRETE POWER TOWER PAD
 DV1726_STAMPING: 417-K
 DV1726_MARK LOGO: AZDT  
 DV1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1726+STABILITY: SURFACE MOTION
 DV1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1726+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1726
 DV1726  HISTORY     - Date     Condition        Report By
 DV1726  HISTORY     - 1982     MONUMENTED       AZDT
 DV1726  HISTORY     - 20011020 GOOD             USPSQD
 DV1726  HISTORY     - 20060325 GOOD             USPSQD
 DV1726
 DV1726                          STATION DESCRIPTION
 DV1726
 DV1726'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1726'10.46 KM (6.5 MI) NORTH FROM TOLLESON.
 DV1726'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1726'AVENUE FOR 6.5 MI (10.46 KM) TO DEEP WATER WELL AND MARK ON THE LEFT,
 DV1726'32 FT (9.75 METERS) WEST OF CENTERLINE OF 99TH AVENUE, A STANDARD AZDT
 DV1726'ALUMINIUM CAP EPOXIED ON CONCRETE BASE OF HIGH VOLTAGE TOWER.
 DV1726
 DV1726                          STATION RECOVERY (2001)
 DV1726
 DV1726'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1726'RECOVERED IN GOOD CONDITION.
 DV1726
 DV1726                          STATION RECOVERY (2006)
 DV1726
 DV1726'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1732 ***********************************************************************
 DV1732  DESIGNATION -  417 L
 DV1732  PID         -  DV1732
 DV1732  STATE/COUNTY-  AZ/MARICOPA
 DV1732  USGS QUAD   -  EL MIRAGE (1982)
 DV1732
 DV1732                         *CURRENT SURVEY CONTROL
 DV1732  ___________________________________________________________________
 DV1732* NAD 83(1986)-  33 33 45.     (N)    112 16 21.     (W)     SCALED    
 DV1732* NAVD 88     -       334.820  (meters)    1098.49   (feet)  ADJUSTED  
 DV1732  ___________________________________________________________________
 DV1732  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV1732  DYNAMIC HT  -         334.427 (meters)    1097.20  (feet)  COMP
 DV1732  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 DV1732
 DV1732  VERT ORDER  -  SECOND    CLASS I
 DV1732
 DV1732.The horizontal coordinates were scaled from a topographic map and have
 DV1732.an estimated accuracy of +/- 6 seconds.
 DV1732
 DV1732.The orthometric height was determined by differential leveling
 DV1732.and adjusted in November 1993.
 DV1732
 DV1732.The geoid height was determined by GEOID03.
 DV1732
 DV1732.The dynamic height is computed by dividing the NAVD 88
 DV1732.geopotential number by the normal gravity value computed on the
 DV1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1732.degrees latitude (g = 980.6199 gals.).
 DV1732
 DV1732.The modeled gravity was interpolated from observed gravity values.
 DV1732
 DV1732;                    North         East    Units  Estimated Accuracy
 DV1732;SPC AZ C     -   284,190.      180,320.      MT  (+/- 180 meters Scaled)
 DV1732
 DV1732                          SUPERSEDED SURVEY CONTROL
 DV1732
 DV1732.No superseded survey control is available for this station.
 DV1732
 DV1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818143(NAD 83)
 DV1732_MARKER: DB = BENCH MARK DISK
 DV1732_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1732_SP_SET: BRIDGE ABUTMENT
 DV1732_STAMPING: 417-L 1976
 DV1732_MARK LOGO: AZDT  
 DV1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1732+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1732
 DV1732  HISTORY     - Date     Condition        Report By
 DV1732  HISTORY     - 1976     MONUMENTED       AZDT
 DV1732  HISTORY     - 1982     GOOD             AZDT
 DV1732  HISTORY     - 20011020 GOOD             USPSQD
 DV1732  HISTORY     - 20040222 GOOD             USPSQD
 DV1732  HISTORY     - 20060325 GOOD             USPSQD
 DV1732
 DV1732                          STATION DESCRIPTION
 DV1732
 DV1732'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1732'11.75 KM (7.3 MI) NORTH FROM TOLLESON.
 DV1732'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1732'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE TRAVEL EAST ON
 DV1732'OLIVE AVENUE FOR 0.1 MI (0.16 KM) TO NEW RIVER BRIDGE AND THE MARK ON
 DV1732'THE NORTH END OF THE WEST ABUTMENT, 1.15 FT (0.35 METERS) WEST OF A
 DV1732'EXPANSION JOINT, 22.5 FT (6.85 METERS) SOUTH OF POWER POLE 1/12, A
 DV1732'STANDARD AZDT ALUMINIUM CAP.
 DV1732
 DV1732                          STATION RECOVERY (2001)
 DV1732
 DV1732'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1732'RECOVERED IN GOOD CONDITION.
 DV1732
 DV1732                          STATION RECOVERY (2004)
 DV1732
 DV1732'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 DV1732'RECOVERED AS DESCRIBED.
 DV1732
 DV1732                          STATION RECOVERY (2006)
 DV1732
 DV1732'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1736 ***********************************************************************
 DV1736  DESIGNATION -  417 M
 DV1736  PID         -  DV1736
 DV1736  STATE/COUNTY-  AZ/MARICOPA
 DV1736  USGS QUAD   -  EL MIRAGE (1982)
 DV1736
 DV1736                         *CURRENT SURVEY CONTROL
 DV1736  ___________________________________________________________________
 DV1736* NAD 83(1986)-  33 34 00.     (N)    112 15 18.     (W)     SCALED    
 DV1736* NAVD 88     -       339.035  (meters)    1112.32   (feet)  ADJUSTED  
 DV1736  ___________________________________________________________________
 DV1736  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV1736  DYNAMIC HT  -         338.641 (meters)    1111.02  (feet)  COMP
 DV1736  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 DV1736
 DV1736  VERT ORDER  -  SECOND    CLASS I
 DV1736
 DV1736.The horizontal coordinates were scaled from a topographic map and have
 DV1736.an estimated accuracy of +/- 6 seconds.
 DV1736
 DV1736.The orthometric height was determined by differential leveling
 DV1736.and adjusted in November 1993.
 DV1736
 DV1736.The geoid height was determined by GEOID03.
 DV1736
 DV1736.The dynamic height is computed by dividing the NAVD 88
 DV1736.geopotential number by the normal gravity value computed on the
 DV1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1736.degrees latitude (g = 980.6199 gals.).
 DV1736
 DV1736.The modeled gravity was interpolated from observed gravity values.
 DV1736
 DV1736;                    North         East    Units  Estimated Accuracy
 DV1736;SPC AZ C     -   284,650.      181,950.      MT  (+/- 180 meters Scaled)
 DV1736
 DV1736                          SUPERSEDED SURVEY CONTROL
 DV1736
 DV1736.No superseded survey control is available for this station.
 DV1736
 DV1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835148(NAD 83)
 DV1736_MARKER: DB = BENCH MARK DISK
 DV1736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1736_SP_SET: CONCRETE PAD
 DV1736_STAMPING: 417-M 1982
 DV1736_MARK LOGO: AZDT  
 DV1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1736
 DV1736  HISTORY     - Date     Condition        Report By
 DV1736  HISTORY     - 1982     MONUMENTED       AZDT
 DV1736  HISTORY     - 20011020 GOOD             USPSQD
 DV1736  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV1736
 DV1736                          STATION DESCRIPTION
 DV1736
 DV1736'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1736'13.52 KM (8.4 MI) NORTH FROM TOLLESON.
 DV1736'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1736'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST 1.2 MI
 DV1736'(1.93 KM) TO 91ST AVENUE AND THE STATION ON THE NORTHEAST CORNER, 57
 DV1736'FT (17.37 METERS) NORTH OF CENTERLINE OF OLIVE AVENUE, 49 FT
 DV1736'(14.93 METERS) EAST OF CENTER LINE OF 91ST AVENUE, 1.0 FT NORTHWEST OF
 DV1736'PUMP FACE, A A STANDARD AZDT ALUMINIUM CAP EPOXIED ON CONCRETE PAD
 DV1736'ATTACHED TO A DEEP WELL CASING.
 DV1736
 DV1736                          STATION RECOVERY (2001)
 DV1736
 DV1736'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1736'RECOVERED IN GOOD CONDITION.
 DV1736
 DV1736                          STATION RECOVERY (2006)
 DV1736
 DV1736'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1737 ***********************************************************************
 DV1737  DESIGNATION -  417 M 1
 DV1737  PID         -  DV1737
 DV1737  STATE/COUNTY-  AZ/MARICOPA
 DV1737  USGS QUAD   -  EL MIRAGE (1982)
 DV1737
 DV1737                         *CURRENT SURVEY CONTROL
 DV1737  ___________________________________________________________________
 DV1737* NAD 83(1986)-  33 34 00.     (N)    112 15 18.     (W)     SCALED    
 DV1737* NAVD 88     -       339.489  (meters)    1113.81   (feet)  ADJUSTED  
 DV1737  ___________________________________________________________________
 DV1737  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV1737  DYNAMIC HT  -         339.094 (meters)    1112.51  (feet)  COMP
 DV1737  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 DV1737
 DV1737  VERT ORDER  -  SECOND    CLASS I
 DV1737
 DV1737.The horizontal coordinates were scaled from a topographic map and have
 DV1737.an estimated accuracy of +/- 6 seconds.
 DV1737
 DV1737.The orthometric height was determined by differential leveling
 DV1737.and adjusted in November 1993.
 DV1737
 DV1737.The geoid height was determined by GEOID03.
 DV1737
 DV1737.The dynamic height is computed by dividing the NAVD 88
 DV1737.geopotential number by the normal gravity value computed on the
 DV1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1737.degrees latitude (g = 980.6199 gals.).
 DV1737
 DV1737.The modeled gravity was interpolated from observed gravity values.
 DV1737
 DV1737;                    North         East    Units  Estimated Accuracy
 DV1737;SPC AZ C     -   284,650.      181,950.      MT  (+/- 180 meters Scaled)
 DV1737
 DV1737                          SUPERSEDED SURVEY CONTROL
 DV1737
 DV1737.No superseded survey control is available for this station.
 DV1737
 DV1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835148(NAD 83)
 DV1737_MARKER: DB = BENCH MARK DISK
 DV1737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1737_SP_SET: CONCRETE HEADWALL
 DV1737_MARK LOGO: AZDT  
 DV1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1737+STABILITY: SURFACE MOTION
 DV1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1737+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1737
 DV1737  HISTORY     - Date     Condition        Report By
 DV1737  HISTORY     - 1982     MONUMENTED       AZDT
 DV1737  HISTORY     - 20060325 GOOD             USPSQD
 DV1737  HISTORY     - 20070308 MARK NOT FOUND   GEOCAC
 DV1737
 DV1737                          STATION DESCRIPTION
 DV1737
 DV1737'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1737'13.52 KM (8.4 MI) NORTH FROM TOLLESON.
 DV1737'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1737'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST 1.2 MI
 DV1737'(1.93 KM) TO 91ST AVENUE AND THE STATION ON THE SOUTHWEST CORNER, 27
 DV1737'FT (8.23 METERS) SOUTH OF CENTERLINE OF OLIVE AVENUE, 25 FT
 DV1737'(7.62 METERS) WEST OF CENTERLINE OF 91ST AVENUE, A STANDARD AZDT BRASS
 DV1737'CAP SET IN CONCRETE HEADWALL.  NOTE--THE MARK IS NOT STAMPED.
 DV1737
 DV1737                          STATION RECOVERY (2006)
 DV1737
 DV1737'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1737'RECOVERED IN GOOD CONDITION.
 DV1737
 DV1737                          STATION RECOVERY (2007)
 DV1737
 DV1737'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1737'THE CURRENT MARK AT THIS LOCATION HAS A SRVWUA LOGO, NOT AZDT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1740 ***********************************************************************
 DV1740  DESIGNATION -  417 M 2
 DV1740  PID         -  DV1740
 DV1740  STATE/COUNTY-  AZ/MARICOPA
 DV1740  USGS QUAD   -  EL MIRAGE (1982)
 DV1740
 DV1740                         *CURRENT SURVEY CONTROL
 DV1740  ___________________________________________________________________
 DV1740* NAD 83(1986)-  33 34 50.     (N)    112 15 18.     (W)     SCALED    
 DV1740* NAVD 88     -       342.582  (meters)    1123.95   (feet)  ADJUSTED  
 DV1740  ___________________________________________________________________
 DV1740  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1740  DYNAMIC HT  -         342.184 (meters)    1122.65  (feet)  COMP
 DV1740  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 DV1740
 DV1740  VERT ORDER  -  SECOND    CLASS I
 DV1740
 DV1740.The horizontal coordinates were scaled from a topographic map and have
 DV1740.an estimated accuracy of +/- 6 seconds.
 DV1740
 DV1740.The orthometric height was determined by differential leveling
 DV1740.and adjusted in November 1993.
 DV1740
 DV1740.The geoid height was determined by GEOID03.
 DV1740
 DV1740.The dynamic height is computed by dividing the NAVD 88
 DV1740.geopotential number by the normal gravity value computed on the
 DV1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1740.degrees latitude (g = 980.6199 gals.).
 DV1740
 DV1740.The modeled gravity was interpolated from observed gravity values.
 DV1740
 DV1740;                    North         East    Units  Estimated Accuracy
 DV1740;SPC AZ C     -   286,190.      181,950.      MT  (+/- 180 meters Scaled)
 DV1740
 DV1740                          SUPERSEDED SURVEY CONTROL
 DV1740
 DV1740.No superseded survey control is available for this station.
 DV1740
 DV1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835163(NAD 83)
 DV1740_MARKER: DD = SURVEY DISK
 DV1740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1740_SP_SET: CONCRETE HEADGATE
 DV1740_MARK LOGO: SRVWUA
 DV1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1740+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1740
 DV1740  HISTORY     - Date     Condition        Report By
 DV1740  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1740  HISTORY     - 1982     GOOD             AZDT
 DV1740  HISTORY     - 20011020 GOOD             USPSQD
 DV1740  HISTORY     - 20060325 GOOD             USPSQD
 DV1740
 DV1740                          STATION DESCRIPTION
 DV1740
 DV1740'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1740'IN PEORIA.
 DV1740'IN PEORIA, FROM OLIVE AVENUE AND 91ST AVENUE TRAVEL NORTH ALONG 91ST
 DV1740'AVENUE FOR 1.0 MI (1.61 KM) TO PEORIA AVENUE AND MARK ON THE SOUTHEAST
 DV1740'CORNER, 30.0 FT (9.35 METERS) WEST SOUTHWEST OF CIRCLE K SIGN, 20.8 FT
 DV1740'(6.48 METERS) SOUTHEAST OF FACE OF CURB, 7.8 FT (2.43 METERS)
 DV1740'SOUTHEAST OF CONCRETE TRAFFIC LIGHT BASE, A STANDARD BRASS CAP SET ON
 DV1740'CONCRETE HEADGATE.  NOTE--THE MARK IS NOT STAMPED.
 DV1740
 DV1740                          STATION RECOVERY (2001)
 DV1740
 DV1740'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1740'RECOVERED IN GOOD CONDITION.
 DV1740
 DV1740                          STATION RECOVERY (2006)
 DV1740
 DV1740'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1742 ***********************************************************************
 DV1742  DESIGNATION -  417 M 3
 DV1742  PID         -  DV1742
 DV1742  STATE/COUNTY-  AZ/MARICOPA
 DV1742  USGS QUAD   -  EL MIRAGE (1982)
 DV1742
 DV1742                         *CURRENT SURVEY CONTROL
 DV1742  ___________________________________________________________________
 DV1742* NAD 83(1986)-  33 35 16.     (N)    112 15 20.     (W)     SCALED    
 DV1742* NAVD 88     -       343.445  (meters)    1126.79   (feet)  ADJUSTED  
 DV1742  ___________________________________________________________________
 DV1742  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV1742  DYNAMIC HT  -         343.047 (meters)    1125.48  (feet)  COMP
 DV1742  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 DV1742
 DV1742  VERT ORDER  -  SECOND    CLASS I
 DV1742
 DV1742.The horizontal coordinates were scaled from a topographic map and have
 DV1742.an estimated accuracy of +/- 6 seconds.
 DV1742
 DV1742.The orthometric height was determined by differential leveling
 DV1742.and adjusted in November 1993.
 DV1742
 DV1742.The geoid height was determined by GEOID03.
 DV1742
 DV1742.The dynamic height is computed by dividing the NAVD 88
 DV1742.geopotential number by the normal gravity value computed on the
 DV1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1742.degrees latitude (g = 980.6199 gals.).
 DV1742
 DV1742.The modeled gravity was interpolated from observed gravity values.
 DV1742
 DV1742;                    North         East    Units  Estimated Accuracy
 DV1742;SPC AZ C     -   286,990.      181,900.      MT  (+/- 180 meters Scaled)
 DV1742
 DV1742                          SUPERSEDED SURVEY CONTROL
 DV1742
 DV1742.No superseded survey control is available for this station.
 DV1742
 DV1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC834171(NAD 83)
 DV1742_MARKER: DD = SURVEY DISK
 DV1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1742_SP_SET: CONCRETE HEADGATE
 DV1742_MARK LOGO: SRVWUA
 DV1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1742+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1742
 DV1742  HISTORY     - Date     Condition        Report By
 DV1742  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1742  HISTORY     - 1982     GOOD             AZDT
 DV1742  HISTORY     - 20020330 GOOD             USPSQD
 DV1742  HISTORY     - 20060325 GOOD             USPSQD
 DV1742
 DV1742                          STATION DESCRIPTION
 DV1742
 DV1742'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1742'IN PEORIA.
 DV1742'IN PEORIA, FROM OLIVE AVENUE AND 91ST AVENUE TRAVEL NORTH ALONG 91ST
 DV1742'AVENUE FOR 1.5 MI (2.41 KM) TO JUNCTION BOX AND MARK ON THE LEFT  1.2
 DV1742'FT (0.37 M ) ABOVE GROUND ON EAST SIDE OF HEADGATE, 40.0 FT
 DV1742'(12.19 METERS) WEST-SOUTHWEST OF W 1/4 22M CO, 100 FT (30.48 METERS)
 DV1742'NORTH OF ENTRANCE TO CASA DEL SOL AT 11411 NORTH 91ST AVENUE, A
 DV1742'STANDARD BRASS CAP ON HEADWALL.  NOTE--THE MARK IS NOT STAMPED.
 DV1742
 DV1742                          STATION RECOVERY (2002)
 DV1742
 DV1742'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1742'RECOVERED IN GOOD CONDITION.
 DV1742
 DV1742                          STATION RECOVERY (2006)
 DV1742
 DV1742'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1748 ***********************************************************************
 DV1748  DESIGNATION -  417 N
 DV1748  PID         -  DV1748
 DV1748  STATE/COUNTY-  AZ/MARICOPA
 DV1748  USGS QUAD   -  EL MIRAGE (1982)
 DV1748
 DV1748                         *CURRENT SURVEY CONTROL
 DV1748  ___________________________________________________________________
 DV1748* NAD 83(1986)-  33 36 10.     (N)    112 15 03.     (W)     SCALED    
 DV1748* NAVD 88     -       350.741  (meters)    1150.72   (feet)  ADJUSTED  
 DV1748  ___________________________________________________________________
 DV1748  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV1748  DYNAMIC HT  -         350.335 (meters)    1149.39  (feet)  COMP
 DV1748  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV1748
 DV1748  VERT ORDER  -  SECOND    CLASS I
 DV1748
 DV1748.The horizontal coordinates were scaled from a topographic map and have
 DV1748.an estimated accuracy of +/- 6 seconds.
 DV1748
 DV1748.The orthometric height was determined by differential leveling
 DV1748.and adjusted in November 1993.
 DV1748
 DV1748.The geoid height was determined by GEOID03.
 DV1748
 DV1748.The dynamic height is computed by dividing the NAVD 88
 DV1748.geopotential number by the normal gravity value computed on the
 DV1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1748.degrees latitude (g = 980.6199 gals.).
 DV1748
 DV1748.The modeled gravity was interpolated from observed gravity values.
 DV1748
 DV1748;                    North         East    Units  Estimated Accuracy
 DV1748;SPC AZ C     -   288,650.      182,350.      MT  (+/- 180 meters Scaled)
 DV1748
 DV1748                          SUPERSEDED SURVEY CONTROL
 DV1748
 DV1748.No superseded survey control is available for this station.
 DV1748
 DV1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC839188(NAD 83)
 DV1748_MARKER: DB = BENCH MARK DISK
 DV1748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1748_SP_SET: CONCRETE HEADWALL
 DV1748_STAMPING: 417-N
 DV1748_MARK LOGO: AZDT  
 DV1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1748+STABILITY: SURFACE MOTION
 DV1748
 DV1748  HISTORY     - Date     Condition        Report By
 DV1748  HISTORY     - 1982     MONUMENTED       AZDT
 DV1748  HISTORY     - 20080415 MARK NOT FOUND   GEOCAC
 DV1748
 DV1748                          STATION DESCRIPTION
 DV1748
 DV1748'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1748'6.75 KM (4.2 MI) NORTH FROM PEORIA.
 DV1748'FROM 91ST AVENUE AND OLIVE AVENUE IN PEORIA TRAVEL EAST ALONG OLIVE
 DV1748'AVENUE FOR 1.0 MI (1.61 KM) TO 83RD AVENUE, THENCE NORTH ALONG 83RD
 DV1748'AVENUE FOR 2.5 MI (3.40 KM) TO A DIRT EAST-WEST ROAD, THENCE TRAVEL
 DV1748'WEST ALONG A DIRT ROAD FOR 3980 FT (1213.1 METERS) TO THE MARK ON THE
 DV1748'LEFT, 12.0 FT (3.66 METERS) WEST OF CENTERLINE OF A NORTH-SOUTH DIRT
 DV1748'ROAD, 20.0 FT (6.10 METERS) SOUTH OF A EAST-WEST DIRT ROAD, A STANDARD
 DV1748'AZDT ALUMINIUM CAP EPOXIED ON A IRRIGATION HEADWALL.
 DV1748
 DV1748                          STATION RECOVERY (2008)
 DV1748
 DV1748'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1748'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1748'MARK. THE AREA HAS BEEN DEVELOPED, AND THERE ARE NO IRRIGATION CANAL
 DV1748'STRUCTURES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1749 ***********************************************************************
 DV1749  DESIGNATION -  417 P
 DV1749  PID         -  DV1749
 DV1749  STATE/COUNTY-  AZ/MARICOPA
 DV1749  USGS QUAD   -  EL MIRAGE (1982)
 DV1749
 DV1749                         *CURRENT SURVEY CONTROL
 DV1749  ___________________________________________________________________
 DV1749* NAD 83(1986)-  33 36 35.     (N)    112 15 09.     (W)     SCALED    
 DV1749* NAVD 88     -       354.592  (meters)    1163.36   (feet)  ADJUSTED  
 DV1749  ___________________________________________________________________
 DV1749  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1749  DYNAMIC HT  -         354.182 (meters)    1162.01  (feet)  COMP
 DV1749  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DV1749
 DV1749  VERT ORDER  -  SECOND    CLASS I
 DV1749
 DV1749.The horizontal coordinates were scaled from a topographic map and have
 DV1749.an estimated accuracy of +/- 6 seconds.
 DV1749
 DV1749.The orthometric height was determined by differential leveling
 DV1749.and adjusted in November 1993.
 DV1749
 DV1749.The geoid height was determined by GEOID03.
 DV1749
 DV1749.The dynamic height is computed by dividing the NAVD 88
 DV1749.geopotential number by the normal gravity value computed on the
 DV1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1749.degrees latitude (g = 980.6199 gals.).
 DV1749
 DV1749.The modeled gravity was interpolated from observed gravity values.
 DV1749
 DV1749;                    North         East    Units  Estimated Accuracy
 DV1749;SPC AZ C     -   289,420.      182,200.      MT  (+/- 180 meters Scaled)
 DV1749
 DV1749                          SUPERSEDED SURVEY CONTROL
 DV1749
 DV1749.No superseded survey control is available for this station.
 DV1749
 DV1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC838195(NAD 83)
 DV1749_MARKER: DB = BENCH MARK DISK
 DV1749_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1749_SP_SET: CONCRETE ABUTMENT
 DV1749_STAMPING: 417-P
 DV1749_MARK LOGO: AZDT  
 DV1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1749+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DV1749
 DV1749  HISTORY     - Date     Condition        Report By
 DV1749  HISTORY     - 1982     MONUMENTED       AZDT
 DV1749  HISTORY     - 20020330 GOOD             USPSQD
 DV1749  HISTORY     - 20051201 GOOD             USPSQD
 DV1749
 DV1749                          STATION DESCRIPTION
 DV1749
 DV1749'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1749'7.73 KM (4.8 MI) NORTH FROM PEORIA.
 DV1749'FROM OLIVE AVENUE AND 91ST AVENUE IN PEORIA TRAVEL WEST ALONG OLIVE
 DV1749'AVENUE FOR 1.0 MI (1.61 KM) TO 99TH AVENUE, THENCE NORTH FOR 3.0 MI
 DV1749'(4.83 KM) TO THUNDERBIRD ROAD, THENCE EAST ALONG THUNDERBIRD ROAD FOR
 DV1749'0.8 MI (1.29 KM) TO NEW RIVER BRIDGE AND MARK ON THE SOUTHEAST CORNER.
 DV1749'0.30 FT (0.09 METERS) EAST OF EXPANSION JOINT ON SOUTH SIDE OF
 DV1749'SIDEWALK, A STANDARD AZDT ALUMINIUM CAP EPOXIED ON SIDEWALK.
 DV1749
 DV1749                          STATION RECOVERY (2002)
 DV1749
 DV1749'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1749'RECOVERED IN GOOD CONDITION.
 DV1749
 DV1749                          STATION RECOVERY (2005)
 DV1749
 DV1749'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV1749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1752 ***********************************************************************
 DV1752  DESIGNATION -  417 P 1
 DV1752  PID         -  DV1752
 DV1752  STATE/COUNTY-  AZ/MARICOPA
 DV1752  USGS QUAD   -  GLENDALE (1982)
 DV1752
 DV1752                         *CURRENT SURVEY CONTROL
 DV1752  ___________________________________________________________________
 DV1752* NAD 83(1986)-  33 36 36.     (N)    112 14 16.     (W)     SCALED    
 DV1752* NAVD 88     -       357.308  (meters)    1172.27   (feet)  ADJUSTED  
 DV1752  ___________________________________________________________________
 DV1752  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1752  DYNAMIC HT  -         356.897 (meters)    1170.92  (feet)  COMP
 DV1752  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 DV1752
 DV1752  VERT ORDER  -  SECOND    CLASS I
 DV1752
 DV1752.The horizontal coordinates were scaled from a topographic map and have
 DV1752.an estimated accuracy of +/- 6 seconds.
 DV1752
 DV1752.The orthometric height was determined by differential leveling
 DV1752.and adjusted in November 1993.
 DV1752
 DV1752.The geoid height was determined by GEOID03.
 DV1752
 DV1752.The dynamic height is computed by dividing the NAVD 88
 DV1752.geopotential number by the normal gravity value computed on the
 DV1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1752.degrees latitude (g = 980.6199 gals.).
 DV1752
 DV1752.The modeled gravity was interpolated from observed gravity values.
 DV1752
 DV1752;                    North         East    Units  Estimated Accuracy
 DV1752;SPC AZ C     -   289,450.      183,560.      MT  (+/- 180 meters Scaled)
 DV1752
 DV1752                          SUPERSEDED SURVEY CONTROL
 DV1752
 DV1752.No superseded survey control is available for this station.
 DV1752
 DV1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851196(NAD 83)
 DV1752_MARKER: DB = BENCH MARK DISK
 DV1752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1752_SP_SET: CONCRETE HEADGATE
 DV1752_MARK LOGO: SRVWUA
 DV1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1752+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DV1752
 DV1752  HISTORY     - Date     Condition        Report By
 DV1752  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1752  HISTORY     - 1982     GOOD             AZDT
 DV1752  HISTORY     - 20011020 GOOD             USPSQD
 DV1752  HISTORY     - 20051201 GOOD             USPSQD
 DV1752
 DV1752                          STATION DESCRIPTION
 DV1752
 DV1752'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1752'4.83 KM (3.0 MI) NORTH FROM PEORIA.
 DV1752'FROM OLIVE AVENUE AND 91ST AVENUE IN PEORIA TRAVEL NORTH ALONG 91ST
 DV1752'AVENUE FOR 1.0 MI (1.61 KM) TO CACTUS ROAD, THENCE EAST FOR 1.0 MI
 DV1752'(1.61 KM) TO 83RD AVENUE, THENCE NORTH 1.0 MI (1.61 KM) TO THE MARK ON
 DV1752'THE SOUTHWEST CORNER OF 83RD AVENUE AND THUNDERBIRD ROAD, 67 FT
 DV1752'(20.42 METERS) SOUTH OF CENTERLINE OF THUNDERBIRD ROAD, 61.7 FT
 DV1752'(18.81 METERS) WEST OF CENTERLINE OF 83RD AVENUE, A STANDARD BRASS CAP
 DV1752'IN A IRRIGATION CANAL HEADGATE.  NOTE--THE MARK IS NOT STAMPED.
 DV1752
 DV1752                          STATION RECOVERY (2001)
 DV1752
 DV1752'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1752'RECOVERED IN GOOD CONDITION.
 DV1752
 DV1752                          STATION RECOVERY (2005)
 DV1752
 DV1752'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV1752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1754 ***********************************************************************
 DV1754  DESIGNATION -  417 Q
 DV1754  PID         -  DV1754
 DV1754  STATE/COUNTY-  AZ/MARICOPA
 DV1754  USGS QUAD   -  GLENDALE (1982)
 DV1754
 DV1754                         *CURRENT SURVEY CONTROL
 DV1754  ___________________________________________________________________
 DV1754* NAD 83(1986)-  33 35 44.     (N)    112 14 15.     (W)     SCALED    
 DV1754* NAVD 88     -       352.075  (meters)    1155.10   (feet)  ADJUSTED  
 DV1754  ___________________________________________________________________
 DV1754  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1754  DYNAMIC HT  -         351.669 (meters)    1153.77  (feet)  COMP
 DV1754  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV1754
 DV1754  VERT ORDER  -  SECOND    CLASS I
 DV1754
 DV1754.The horizontal coordinates were scaled from a topographic map and have
 DV1754.an estimated accuracy of +/- 6 seconds.
 DV1754
 DV1754.The orthometric height was determined by differential leveling
 DV1754.and adjusted in November 1993.
 DV1754
 DV1754.The geoid height was determined by GEOID03.
 DV1754
 DV1754.The dynamic height is computed by dividing the NAVD 88
 DV1754.geopotential number by the normal gravity value computed on the
 DV1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1754.degrees latitude (g = 980.6199 gals.).
 DV1754
 DV1754.The modeled gravity was interpolated from observed gravity values.
 DV1754
 DV1754;                    North         East    Units  Estimated Accuracy
 DV1754;SPC AZ C     -   287,840.      183,580.      MT  (+/- 180 meters Scaled)
 DV1754
 DV1754                          SUPERSEDED SURVEY CONTROL
 DV1754
 DV1754.No superseded survey control is available for this station.
 DV1754
 DV1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851180(NAD 83)
 DV1754_MARKER: DB = BENCH MARK DISK
 DV1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1754_SP_SET: CONCRETE PAD
 DV1754_STAMPING: 417-Q
 DV1754_MARK LOGO: AZDT  
 DV1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1754
 DV1754  HISTORY     - Date     Condition        Report By
 DV1754  HISTORY     - 1983     MONUMENTED       AZDT
 DV1754  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV1754  HISTORY     - 20060826 MARK NOT FOUND   GEOCAC
 DV1754
 DV1754                          STATION DESCRIPTION
 DV1754
 DV1754'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1754'IN PEORIA.
 DV1754'IN PEORIA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CACTUS ROAD
 DV1754'AND 83RD AVENUE, 49.2 FT (15.0 METERS) SOUTH OF THE CENTERLINE OF
 DV1754'CACTUS ROAD, 74.5 FT (22.7 METERS) WEST OF THE CENTERLINE OF 83RD
 DV1754'AVENUE, 0.85 FT (0.26 METERS) NORTHEAST OF PUMP FACE, A STANDARD AZDT
 DV1754'ALUMINIUM CAP EPOXIED ON THE NORTHEAST SIDE OF A CONCRETE PAD ATTACHED
 DV1754'TO A DEEP WELL CASING.
 DV1754
 DV1754                          STATION RECOVERY (2001)
 DV1754
 DV1754'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1754'MARK NOT FOUND.
 DV1754
 DV1754                          STATION RECOVERY (2006)
 DV1754
 DV1754'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1754'THE WELL HAS BEEN DECOMMISSIONED AND ALL COMPONENTS REMOVED. ASSUMED
 DV1754'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1763 ***********************************************************************
 DV1763  DESIGNATION -  417 Q 1
 DV1763  PID         -  DV1763
 DV1763  STATE/COUNTY-  AZ/MARICOPA
 DV1763  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1763
 DV1763                         *CURRENT SURVEY CONTROL
 DV1763  ___________________________________________________________________
 DV1763* NAD 83(1986)-  33 38 44.     (N)    112 14 13.     (W)     SCALED    
 DV1763* NAVD 88     -       370.996  (meters)    1217.18   (feet)  ADJUSTED  
 DV1763  ___________________________________________________________________
 DV1763  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV1763  DYNAMIC HT  -         370.567 (meters)    1215.77  (feet)  COMP
 DV1763  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DV1763
 DV1763  VERT ORDER  -  SECOND    CLASS I
 DV1763
 DV1763.The horizontal coordinates were scaled from a topographic map and have
 DV1763.an estimated accuracy of +/- 6 seconds.
 DV1763
 DV1763.The orthometric height was determined by differential leveling
 DV1763.and adjusted in November 1993.
 DV1763
 DV1763.The geoid height was determined by GEOID03.
 DV1763
 DV1763.The dynamic height is computed by dividing the NAVD 88
 DV1763.geopotential number by the normal gravity value computed on the
 DV1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1763.degrees latitude (g = 980.6199 gals.).
 DV1763
 DV1763.The modeled gravity was interpolated from observed gravity values.
 DV1763
 DV1763;                    North         East    Units  Estimated Accuracy
 DV1763;SPC AZ C     -   293,390.      183,650.      MT  (+/- 180 meters Scaled)
 DV1763
 DV1763                          SUPERSEDED SURVEY CONTROL
 DV1763
 DV1763.No superseded survey control is available for this station.
 DV1763
 DV1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852235(NAD 83)
 DV1763_MARKER: DB = BENCH MARK DISK
 DV1763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1763_SP_SET: CONCRETE PAD
 DV1763_STAMPING: 417-Q1
 DV1763_MARK LOGO: AZDT  
 DV1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1763
 DV1763  HISTORY     - Date     Condition        Report By
 DV1763  HISTORY     - 1982     MONUMENTED       AZDT
 DV1763  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV1763
 DV1763                          STATION DESCRIPTION
 DV1763
 DV1763'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1763'7.24 KM (4.5 MI) NORTH FROM PEORIA.
 DV1763'7.24 KM (4.5 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1763'AVENUE IN PEORIA, THE MARK IS ON THE RIGHT, 315 FT (96 METERS) EAST OF
 DV1763'CENTERLINE OF 83RD AVENUE, 25.4 FT (7.74 METERS) SOUTHEAST OF A POWER
 DV1763'POLE, 3.0 FT (0.91 METERS) SOUTHEAST OF PUMP FACE, A STANDARD AZDT
 DV1763'ALUMINIUM CAP EPOXIED ON CONCRETE PAD ATTACHED TO A DEEP WELL CASING.
 DV1763
 DV1763                          STATION RECOVERY (2001)
 DV1763
 DV1763'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1778 ***********************************************************************
 DV1778  DESIGNATION -  417 Q 2
 DV1778  PID         -  DV1778
 DV1778  STATE/COUNTY-  AZ/MARICOPA
 DV1778  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1778
 DV1778                         *CURRENT SURVEY CONTROL
 DV1778  ___________________________________________________________________
 DV1778* NAD 83(1986)-  33 38 16.     (N)    112 13 03.     (W)     SCALED    
 DV1778* NAVD 88     -       370.497  (meters)    1215.54   (feet)  ADJUSTED  
 DV1778  ___________________________________________________________________
 DV1778  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV1778  DYNAMIC HT  -         370.070 (meters)    1214.14  (feet)  COMP
 DV1778  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV1778
 DV1778  VERT ORDER  -  SECOND    CLASS I
 DV1778
 DV1778.The horizontal coordinates were scaled from a topographic map and have
 DV1778.an estimated accuracy of +/- 6 seconds.
 DV1778
 DV1778.The orthometric height was determined by differential leveling
 DV1778.and adjusted in November 1993.
 DV1778
 DV1778.The geoid height was determined by GEOID03.
 DV1778
 DV1778.The dynamic height is computed by dividing the NAVD 88
 DV1778.geopotential number by the normal gravity value computed on the
 DV1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1778.degrees latitude (g = 980.6199 gals.).
 DV1778
 DV1778.The modeled gravity was interpolated from observed gravity values.
 DV1778
 DV1778;                    North         East    Units  Estimated Accuracy
 DV1778;SPC AZ C     -   292,520.      185,450.      MT  (+/- 180 meters Scaled)
 DV1778
 DV1778                          SUPERSEDED SURVEY CONTROL
 DV1778
 DV1778.No superseded survey control is available for this station.
 DV1778
 DV1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC870226(NAD 83)
 DV1778_MARKER: DB = BENCH MARK DISK
 DV1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1778_SP_SET: CONCRETE PAD
 DV1778_STAMPING: 417-Q2
 DV1778_MARK LOGO: AZDT  
 DV1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1778
 DV1778  HISTORY     - Date     Condition        Report By
 DV1778  HISTORY     - 1982     MONUMENTED       AZDT
 DV1778  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1778  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV1778
 DV1778                          STATION DESCRIPTION
 DV1778
 DV1778'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1778'8.45 KM (5.25 MI) NORTH FROM PEORIA.
 DV1778'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1778'AVENUE IN PEORIA, THENCE 2.01 KM (1.25 MI) EAST ALONG BELL ROAD, THE
 DV1778'MARK IS ON THE RIGHT, A STANDARD AZDT ALUMINUM CAP EXPOXIED ON A
 DV1778'CONCRETE PAD ATTACHED TO A DEEP WELL CASING.
 DV1778
 DV1778                          STATION RECOVERY (2002)
 DV1778
 DV1778'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1778'NO DEEP WELL CASING. NEW CONSTRUCTION
 DV1778
 DV1778                          STATION RECOVERY (2008)
 DV1778
 DV1778'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1778'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1778'MARK. THERE IS NO CONCRETE PAD OR WELL FIXTURES AT THE DESCRIBED
 DV1778'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1755 ***********************************************************************
 DV1755  DESIGNATION -  417 QX
 DV1755  PID         -  DV1755
 DV1755  STATE/COUNTY-  AZ/MARICOPA
 DV1755  USGS QUAD   -  GLENDALE (1982)
 DV1755
 DV1755                         *CURRENT SURVEY CONTROL
 DV1755  ___________________________________________________________________
 DV1755* NAD 83(1986)-  33 35 44.     (N)    112 14 15.     (W)     SCALED    
 DV1755* NAVD 88     -       352.745  (meters)    1157.30   (feet)  ADJUSTED  
 DV1755  ___________________________________________________________________
 DV1755  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV1755  DYNAMIC HT  -         352.339 (meters)    1155.97  (feet)  COMP
 DV1755  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV1755
 DV1755  VERT ORDER  -  SECOND    CLASS I
 DV1755
 DV1755.The horizontal coordinates were scaled from a topographic map and have
 DV1755.an estimated accuracy of +/- 6 seconds.
 DV1755
 DV1755.The orthometric height was determined by differential leveling
 DV1755.and adjusted in November 1993.
 DV1755
 DV1755.The geoid height was determined by GEOID03.
 DV1755
 DV1755.The dynamic height is computed by dividing the NAVD 88
 DV1755.geopotential number by the normal gravity value computed on the
 DV1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1755.degrees latitude (g = 980.6199 gals.).
 DV1755
 DV1755.The modeled gravity was interpolated from observed gravity values.
 DV1755
 DV1755;                    North         East    Units  Estimated Accuracy
 DV1755;SPC AZ C     -   287,840.      183,580.      MT  (+/- 180 meters Scaled)
 DV1755
 DV1755                          SUPERSEDED SURVEY CONTROL
 DV1755
 DV1755.No superseded survey control is available for this station.
 DV1755
 DV1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851180(NAD 83)
 DV1755_MARKER: DD = SURVEY DISK
 DV1755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1755_SP_SET: CONCRETE HEADWALL
 DV1755_MARK LOGO: SRVWUA
 DV1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1755+STABILITY: SURFACE MOTION
 DV1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1755+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 DV1755
 DV1755  HISTORY     - Date     Condition        Report By
 DV1755  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV1755  HISTORY     - 1983     GOOD             AZDT
 DV1755  HISTORY     - 20011020 GOOD             USPSQD
 DV1755  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV1755  HISTORY     - 20060826 GOOD             GEOCAC
 DV1755
 DV1755                          STATION DESCRIPTION
 DV1755
 DV1755'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1755'IN PEORIA.
 DV1755'IN PEORIA, AT THE SOUTHWEST CORNER OF THE JUNCTION OF CACTUS ROAD AND
 DV1755'83RD AVENUE, A STANDARD BRASS CAP SET IN A CONCRETE HEADWALL.
 DV1755'NOTE--THE MARK IS NOT STAMPED.
 DV1755
 DV1755                          STATION RECOVERY (2001)
 DV1755
 DV1755'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1755'RECOVERED IN GOOD CONDITION.
 DV1755
 DV1755                          STATION RECOVERY (2006)
 DV1755
 DV1755'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1755'MARK NOT FOUND.
 DV1755
 DV1755                          STATION RECOVERY (2006)
 DV1755
 DV1755'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1764 ***********************************************************************
 DV1764  DESIGNATION -  417 R
 DV1764  PID         -  DV1764
 DV1764  STATE/COUNTY-  AZ/MARICOPA
 DV1764  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1764
 DV1764                         *CURRENT SURVEY CONTROL
 DV1764  ___________________________________________________________________
 DV1764* NAD 83(1986)-  33 38 57.     (N)    112 14 13.     (W)     SCALED    
 DV1764* NAVD 88     -       373.753  (meters)    1226.22   (feet)  ADJUSTED  
 DV1764  ___________________________________________________________________
 DV1764  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV1764  DYNAMIC HT  -         373.321 (meters)    1224.80  (feet)  COMP
 DV1764  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1764
 DV1764  VERT ORDER  -  SECOND    CLASS I
 DV1764
 DV1764.The horizontal coordinates were scaled from a topographic map and have
 DV1764.an estimated accuracy of +/- 6 seconds.
 DV1764
 DV1764.The orthometric height was determined by differential leveling
 DV1764.and adjusted in November 1993.
 DV1764
 DV1764.The geoid height was determined by GEOID03.
 DV1764
 DV1764.The dynamic height is computed by dividing the NAVD 88
 DV1764.geopotential number by the normal gravity value computed on the
 DV1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1764.degrees latitude (g = 980.6199 gals.).
 DV1764
 DV1764.The modeled gravity was interpolated from observed gravity values.
 DV1764
 DV1764;                    North         East    Units  Estimated Accuracy
 DV1764;SPC AZ C     -   293,790.      183,650.      MT  (+/- 180 meters Scaled)
 DV1764
 DV1764                          SUPERSEDED SURVEY CONTROL
 DV1764
 DV1764.No superseded survey control is available for this station.
 DV1764
 DV1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC853239(NAD 83)
 DV1764_MARKER: DB = BENCH MARK DISK
 DV1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1764_SP_SET: CONCRETE PAD
 DV1764_STAMPING: 417-R 1982
 DV1764_MARK LOGO: AZDT  
 DV1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1764
 DV1764  HISTORY     - Date     Condition        Report By
 DV1764  HISTORY     - 1982     MONUMENTED       AZDT
 DV1764  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV1764
 DV1764                          STATION DESCRIPTION
 DV1764
 DV1764'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1764'7.75 KM (4.7 MI) NORTH FROM PEORIA.
 DV1764'7.75 KM (4.7 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1764'AVENUE IN PEORIA, THE MARK IS ON THE LEFT, 118.5 FT (36.12 METERS)
 DV1764'EAST OF THE CENTERLINE OF THE AVENUE, A STANDARD AZDT ALUMINIUM CAP
 DV1764'EPOXIED ON CONCRETE PAD ATTACHED TO A DEEP WELL CASING, 2.6 FT
 DV1764'(0.79 METERS) NORTHWEST OF THE FACE OF PUMP, THE WELL IS ENCLOSED BY A
 DV1764'18- BY 18-FOOT CHAIN LINK FENCE AND IS
 DV1764'OWNED BY THE BODINE RANCH SUN CITY ARIZONA, CONTACT AL LOPEZ AT
 DV1764'974-2577 FOR KEY.
 DV1764
 DV1764                          STATION RECOVERY (1994)
 DV1764
 DV1764'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1765 ***********************************************************************
 DV1765  DESIGNATION -  417 S
 DV1765  PID         -  DV1765
 DV1765  STATE/COUNTY-  AZ/MARICOPA
 DV1765  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1765
 DV1765                         *CURRENT SURVEY CONTROL
 DV1765  ___________________________________________________________________
 DV1765* NAD 83(1986)-  33 39 09.     (N)    112 14 13.     (W)     SCALED    
 DV1765* NAVD 88     -       375.365  (meters)    1231.51   (feet)  ADJUSTED  
 DV1765  ___________________________________________________________________
 DV1765  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV1765  DYNAMIC HT  -         374.931 (meters)    1230.09  (feet)  COMP
 DV1765  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 DV1765
 DV1765  VERT ORDER  -  SECOND    CLASS I
 DV1765
 DV1765.The horizontal coordinates were scaled from a topographic map and have
 DV1765.an estimated accuracy of +/- 6 seconds.
 DV1765
 DV1765.The orthometric height was determined by differential leveling
 DV1765.and adjusted in November 1993.
 DV1765
 DV1765.The geoid height was determined by GEOID03.
 DV1765
 DV1765.The dynamic height is computed by dividing the NAVD 88
 DV1765.geopotential number by the normal gravity value computed on the
 DV1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1765.degrees latitude (g = 980.6199 gals.).
 DV1765
 DV1765.The modeled gravity was interpolated from observed gravity values.
 DV1765
 DV1765;                    North         East    Units  Estimated Accuracy
 DV1765;SPC AZ C     -   294,160.      183,650.      MT  (+/- 180 meters Scaled)
 DV1765
 DV1765                          SUPERSEDED SURVEY CONTROL
 DV1765
 DV1765.No superseded survey control is available for this station.
 DV1765
 DV1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC853243(NAD 83)
 DV1765_MARKER: DB = BENCH MARK DISK
 DV1765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1765_SP_SET: CONCRETE PAD
 DV1765_STAMPING: 417-S
 DV1765_MARK LOGO: AZDT  
 DV1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1765
 DV1765  HISTORY     - Date     Condition        Report By
 DV1765  HISTORY     - 1982     MONUMENTED       AZDT
 DV1765  HISTORY     - 19941203 GOOD             USPSQD
 DV1765  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1765  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV1765
 DV1765                          STATION DESCRIPTION
 DV1765
 DV1765'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1765'8.29 KM (5.15 MI) NORTH FROM PEORIA.
 DV1765'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1765'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE EAST 0.24 KM (0.15 MI) TO
 DV1765'THE MARK ON THE RIGHT, 51.7 FT (15.76 METERS) SOUTH OF THE CENTERLINE
 DV1765'OF UNION HILLS ROAD, 1.5 FT (0.46 METERS) NORTHEAST OF SOUTHWEST
 DV1765'CORNER OF CONCRETE PAD, 1.8 FT (0.55 METERS) SOUTHWEST OF PUMP FACE, A
 DV1765'STANDARD AZDT ALUMINIUM CAP EPOXIED ON A CONCRETE PAD ATTACHED TO A
 DV1765'DEEP WELL CASING.
 DV1765
 DV1765                          STATION RECOVERY (1994)
 DV1765
 DV1765'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1765'RECOVERED IN GOOD CONDITION.
 DV1765
 DV1765                          STATION RECOVERY (2002)
 DV1765
 DV1765'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1765'83RD AVE IS UNDER NEW CONSTRUCTION OF BRIDGE OVER NEW RIVER BED AND
 DV1765'WIDENING OF UNION HILLS DR
 DV1765
 DV1765                          STATION RECOVERY (2007)
 DV1765
 DV1765'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1765'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1765'MARK. THE PUMP AND WELLHEAD HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1779 ***********************************************************************
 DV1779  DESIGNATION -  417 T
 DV1779  PID         -  DV1779
 DV1779  STATE/COUNTY-  AZ/MARICOPA
 DV1779  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1779
 DV1779                         *CURRENT SURVEY CONTROL
 DV1779  ___________________________________________________________________
 DV1779* NAD 83(1986)-  33 38 17.     (N)    112 12 50.     (W)     SCALED    
 DV1779* NAVD 88     -       373.064  (meters)    1223.96   (feet)  ADJUSTED  
 DV1779  ___________________________________________________________________
 DV1779  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1779  DYNAMIC HT  -         372.635 (meters)    1222.55  (feet)  COMP
 DV1779  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DV1779
 DV1779  VERT ORDER  -  SECOND    CLASS I
 DV1779
 DV1779.The horizontal coordinates were scaled from a topographic map and have
 DV1779.an estimated accuracy of +/- 6 seconds.
 DV1779
 DV1779.The orthometric height was determined by differential leveling
 DV1779.and adjusted in November 1993.
 DV1779
 DV1779.The geoid height was determined by GEOID03.
 DV1779
 DV1779.The dynamic height is computed by dividing the NAVD 88
 DV1779.geopotential number by the normal gravity value computed on the
 DV1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1779.degrees latitude (g = 980.6199 gals.).
 DV1779
 DV1779.The modeled gravity was interpolated from observed gravity values.
 DV1779
 DV1779;                    North         East    Units  Estimated Accuracy
 DV1779;SPC AZ C     -   292,550.      185,790.      MT  (+/- 180 meters Scaled)
 DV1779
 DV1779                          SUPERSEDED SURVEY CONTROL
 DV1779
 DV1779.No superseded survey control is available for this station.
 DV1779
 DV1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC874226(NAD 83)
 DV1779_MARKER: DB = BENCH MARK DISK
 DV1779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1779_SP_SET: BRIDGE ABUTMENT
 DV1779_STAMPING: 417-T 1222.70
 DV1779_MARK LOGO: AZDT  
 DV1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1779
 DV1779  HISTORY     - Date     Condition        Report By
 DV1779  HISTORY     - 1982     MONUMENTED       AZDT
 DV1779  HISTORY     - 20011020 GOOD             USPSQD
 DV1779  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV1779
 DV1779                          STATION DESCRIPTION
 DV1779
 DV1779'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1779'8.53 KM (5.3 MI) NORTH FROM PEORIA.
 DV1779'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1779'AVENUE IN PEORIA, THENCE 2.09 KM (1.3 MI) EAST ALONG BELL ROAD, SET ON
 DV1779'THE SOUTHWEST DADO OF SKUNK CREEK BRIDGE, 1.15 FT (0.35 METERS) WEST
 DV1779'OF EXPANSION JOINT, 2.7 FT (0.82 METERS) ABOVE ROAD SURFACE, A
 DV1779'STANDARD AZDT ALUMINIUM CAP IN TOP OF DADO.
 DV1779
 DV1779                          STATION RECOVERY (2001)
 DV1779
 DV1779'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1779'RECOVERED IN GOOD CONDITION.
 DV1779
 DV1779                          STATION RECOVERY (2006)
 DV1779
 DV1779'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1780 ***********************************************************************
 DV1780  DESIGNATION -  417 U
 DV1780  PID         -  DV1780
 DV1780  STATE/COUNTY-  AZ/MARICOPA
 DV1780  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1780
 DV1780                         *CURRENT SURVEY CONTROL
 DV1780  ___________________________________________________________________
 DV1780* NAD 83(1986)-  33 38 17.     (N)    112 12 43.     (W)     SCALED    
 DV1780* NAVD 88     -       372.197  (meters)    1221.12   (feet)  ADJUSTED  
 DV1780  ___________________________________________________________________
 DV1780  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1780  DYNAMIC HT  -         371.768 (meters)    1219.71  (feet)  COMP
 DV1780  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DV1780
 DV1780  VERT ORDER  -  SECOND    CLASS I
 DV1780
 DV1780.The horizontal coordinates were scaled from a topographic map and have
 DV1780.an estimated accuracy of +/- 6 seconds.
 DV1780
 DV1780.The orthometric height was determined by differential leveling
 DV1780.and adjusted in November 1993.
 DV1780
 DV1780.The geoid height was determined by GEOID03.
 DV1780
 DV1780.The dynamic height is computed by dividing the NAVD 88
 DV1780.geopotential number by the normal gravity value computed on the
 DV1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1780.degrees latitude (g = 980.6199 gals.).
 DV1780
 DV1780.The modeled gravity was interpolated from observed gravity values.
 DV1780
 DV1780;                    North         East    Units  Estimated Accuracy
 DV1780;SPC AZ C     -   292,550.      185,970.      MT  (+/- 180 meters Scaled)
 DV1780
 DV1780                          SUPERSEDED SURVEY CONTROL
 DV1780
 DV1780.No superseded survey control is available for this station.
 DV1780
 DV1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC876226(NAD 83)
 DV1780_MARKER: DB = BENCH MARK DISK
 DV1780_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1780_SP_SET: BRIDGE ABUTMENT
 DV1780_STAMPING: 417-U
 DV1780_MARK LOGO: AZDT  
 DV1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1780+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2009
 DV1780
 DV1780  HISTORY     - Date     Condition        Report By
 DV1780  HISTORY     - 1982     MONUMENTED       AZDT
 DV1780  HISTORY     - 20011020 GOOD             USPSQD
 DV1780  HISTORY     - 20060325 GOOD             USPSQD
 DV1780  HISTORY     - 20090205 GOOD             GEOCAC
 DV1780
 DV1780                          STATION DESCRIPTION
 DV1780
 DV1780'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1780'8.53 KM (5.3 MI) NORTH FROM PEORIA.
 DV1780'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1780'AVENUE IN PEORIA, THENCE 2.09 KM (1.3 MI) EAST ALONG BELL ROAD, SET ON
 DV1780'THE SOUTHEAST ABUTMENT OF SKUNK CREEK BRIDGE, 1.15 (0.35 METERS) SOUTH
 DV1780'OF SOUTH DADO, 5.5 FT (1.68 METERS) WEST OF EXPANSION JOINT, A
 DV1780'STANDARD AZDT ALUMINIUM CAP.
 DV1780
 DV1780                          STATION RECOVERY (2001)
 DV1780
 DV1780'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV1780'RECOVERED IN GOOD CONDITION.
 DV1780
 DV1780                          STATION RECOVERY (2006)
 DV1780
 DV1780'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1780'RECOVERED IN GOOD CONDITION.
 DV1780
 DV1780                          STATION RECOVERY (2009)
 DV1780
 DV1780'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DV1780'HH2 (NAD 83) 33 38 17.3 (N) 112 12 46.4 (W)
 DV1780' 
 DV1780'THE STAMPING INCLUDES THE YEAR 1982.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0480 ***********************************************************************
 CY0480  DESIGNATION -  4171.20
 CY0480  PID         -  CY0480
 CY0480  STATE/COUNTY-  AZ/COCHISE
 CY0480  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0480
 CY0480                         *CURRENT SURVEY CONTROL
 CY0480  ___________________________________________________________________
 CY0480* NAD 83(1986)-  32 13 13.     (N)    109 52 30.     (W)     SCALED    
 CY0480* NAVD 88     -      1271.60   (+/-2cm)    4171.9    (feet)  VERTCON   
 CY0480  ___________________________________________________________________
 CY0480  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0480
 CY0480.The horizontal coordinates were scaled from a topographic map and have
 CY0480.an estimated accuracy of +/- 6 seconds.
 CY0480
 CY0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0480.The vertical order pertains to the NGVD 29 superseded value.
 CY0480
 CY0480.The geoid height was determined by GEOID03.
 CY0480
 CY0480;                    North         East    Units  Estimated Accuracy
 CY0480;SPC AZ E     -   135,330.      240,850.      MT  (+/- 180 meters Scaled)
 CY0480
 CY0480                          SUPERSEDED SURVEY CONTROL
 CY0480
 CY0480  NGVD 29 (??/??/92) 1270.839  (m)         4169.41   (f) ADJ UNCH    2 0
 CY0480
 CY0480.Superseded values are not recommended for survey control.
 CY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0480.See file dsdata.txt to determine how the superseded data were derived.
 CY0480
 CY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA060654(NAD 83)
 CY0480_MARKER: DD = SURVEY DISK
 CY0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0480_SP_SET: HEADWALL
 CY0480_STAMPING: 4171.20 1947
 CY0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0480
 CY0480  HISTORY     - Date     Condition        Report By
 CY0480  HISTORY     - 1947     MONUMENTED       AZHD
 CY0480  HISTORY     - 1960     GOOD             NGS
 CY0480
 CY0480                          STATION DESCRIPTION
 CY0480
 CY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0480'3.5 MI SW FROM WILLCOX.
 CY0480'3.5 MILES SOUTHWEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0480'HIGHWAY 86 TO A CROSSROAD, 101 FEET NORTHWEST OF THE CENTERLINE OF
 CY0480'HIGHWAY 86, 10 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING
 CY0480'NORTHEAST, SET IN THE NORTHEAST HEADWALL OF A CATTLE-GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0339 ***********************************************************************
 DU0339  DESIGNATION -  4173.72
 DU0339  PID         -  DU0339
 DU0339  STATE/COUNTY-  AZ/GILA
 DU0339  USGS QUAD   -  CHROME BUTTE (1966)
 DU0339
 DU0339                         *CURRENT SURVEY CONTROL
 DU0339  ___________________________________________________________________
 DU0339* NAD 83(1986)-  33 35 25.     (N)    110 38 45.     (W)     SCALED    
 DU0339* NAVD 88     -      1272.165  (meters)    4173.76   (feet)  ADJUSTED  
 DU0339  ___________________________________________________________________
 DU0339  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DU0339  DYNAMIC HT  -        1270.398 (meters)    4167.96  (feet)  COMP
 DU0339  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 DU0339
 DU0339  VERT ORDER  -  SECOND    CLASS 0
 DU0339
 DU0339.The horizontal coordinates were scaled from a topographic map and have
 DU0339.an estimated accuracy of +/- 6 seconds.
 DU0339
 DU0339.The orthometric height was determined by differential leveling
 DU0339.and adjusted in June 1991.
 DU0339
 DU0339.The geoid height was determined by GEOID03.
 DU0339
 DU0339.The dynamic height is computed by dividing the NAVD 88
 DU0339.geopotential number by the normal gravity value computed on the
 DU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0339.degrees latitude (g = 980.6199 gals.).
 DU0339
 DU0339.The modeled gravity was interpolated from observed gravity values.
 DU0339
 DU0339;                    North         East    Units  Estimated Accuracy
 DU0339;SPC AZ E     -   287,320.      168,890.      MT  (+/- 180 meters Scaled)
 DU0339
 DU0339                          SUPERSEDED SURVEY CONTROL
 DU0339
 DU0339  NGVD 29 (??/??/92) 1271.488  (m)         4171.54   (f) ADJ UNCH    2 0
 DU0339
 DU0339.Superseded values are not recommended for survey control.
 DU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0339.See file dsdata.txt to determine how the superseded data were derived.
 DU0339
 DU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC328167(NAD 83)
 DU0339_MARKER: DD = SURVEY DISK
 DU0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0339_SP_SET: CULVERT
 DU0339_STAMPING: STA 1019+86 EL 4173.72
 DU0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0339
 DU0339  HISTORY     - Date     Condition        Report By
 DU0339  HISTORY     - UNK      MONUMENTED       AZHD
 DU0339  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0339
 DU0339                          STATION DESCRIPTION
 DU0339
 DU0339'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0339'20.4 MI NE FROM GLOBE.
 DU0339'20.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, AT
 DU0339'A CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL, 13 FEET
 DU0339'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 DU0339'ROADWAY.  NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW CONCRETE
 DU0339'CULVERTS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0398 ***********************************************************************
 CY0398  DESIGNATION -  4177
 CY0398  PID         -  CY0398
 CY0398  STATE/COUNTY-  AZ/COCHISE
 CY0398  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0398
 CY0398                         *CURRENT SURVEY CONTROL
 CY0398  ___________________________________________________________________
 CY0398* NAD 83(1986)-  32 15 12.     (N)    109 51 47.     (W)     SCALED    
 CY0398* NAVD 88     -      1273.63   (+/-2cm)    4178.6    (feet)  VERTCON   
 CY0398  ___________________________________________________________________
 CY0398  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0398
 CY0398.The horizontal coordinates were scaled from a topographic map and have
 CY0398.an estimated accuracy of +/- 6 seconds.
 CY0398
 CY0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0398.The vertical order pertains to the NGVD 29 superseded value.
 CY0398
 CY0398.The geoid height was determined by GEOID03.
 CY0398
 CY0398;                    North         East    Units  Estimated Accuracy
 CY0398;SPC AZ E     -   139,000.      241,970.      MT  (+/- 180 meters Scaled)
 CY0398
 CY0398                          SUPERSEDED SURVEY CONTROL
 CY0398
 CY0398  NGVD 29 (??/??/92) 1272.883  (m)         4176.12   (f) ADJ UNCH    1 2
 CY0398
 CY0398.Superseded values are not recommended for survey control.
 CY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0398.See file dsdata.txt to determine how the superseded data were derived.
 CY0398
 CY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA070690(NAD 83)
 CY0398_MARKER: DB = BENCH MARK DISK
 CY0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0398_STAMPING: 4177 W.A. 10 1940
 CY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0398+STABILITY: SURFACE MOTION
 CY0398
 CY0398  HISTORY     - Date     Condition        Report By
 CY0398  HISTORY     - 1940     MONUMENTED       USGS
 CY0398  HISTORY     - 1952     GOOD             NGS
 CY0398  HISTORY     - 1960     GOOD             NGS
 CY0398
 CY0398                          STATION DESCRIPTION
 CY0398
 CY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0398'1.9 MI W FROM WILLCOX.
 CY0398'1.9 MILES WEST ALONG MALEY STREET FROM THE POST OFFICE AT WILLCOX, AT
 CY0398'A T JUNCTION OF A FENCE LINE SOUTH AND EAST OF A SMALL BLOCK CINDER
 CY0398'HOUSE, 180.0 FEET SOUTHEAST OF A WINDMILL, 31.0 FEET NORTH OF THE
 CY0398'CENTER LINE OF THE ROAD, 6.5 FEET WEST OF A NORTH-SOUTH FENCE, 5.8
 CY0398'FEET NORTH OF AN EAST-WEST FENCE, 1.4 FEET EAST OF A WITNESS POST,
 CY0398'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CY0398'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, A UNITED STATES GEOLOGICAL
 CY0398'SURVEY METAL TAG ON A FENCE POST STAMPED 4176.5.
 CY0398
 CY0398                          STATION RECOVERY (1960)
 CY0398
 CY0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0535 ***********************************************************************
 CY0535  DESIGNATION -  4179
 CY0535  PID         -  CY0535
 CY0535  STATE/COUNTY-  AZ/COCHISE
 CY0535  USGS QUAD   -  COCHISE (1985)
 CY0535
 CY0535                         *CURRENT SURVEY CONTROL
 CY0535  ___________________________________________________________________
 CY0535* NAD 83(1992)-  32 05 22.93019(N)    109 54 21.16852(W)     ADJUSTED  
 CY0535* NAVD 88     -      1277.959  (meters)    4192.77   (feet)  ADJUSTED  
 CY0535  ___________________________________________________________________
 CY0535  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CY0535  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0535  DYNAMIC HT  -        1276.023 (meters)    4186.42  (feet)  COMP
 CY0535  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CY0535
 CY0535  HORZ ORDER  -  FIRST
 CY0535  VERT ORDER  -  FIRST     CLASS II
 CY0535
 CY0535.The horizontal coordinates were established by classical geodetic methods
 CY0535.and adjusted by the National Geodetic Survey in August 1993.
 CY0535
 CY0535.The orthometric height was determined by differential leveling
 CY0535.and adjusted in June 1991.
 CY0535
 CY0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0535
 CY0535.The geoid height was determined by GEOID03.
 CY0535
 CY0535.The dynamic height is computed by dividing the NAVD 88
 CY0535.geopotential number by the normal gravity value computed on the
 CY0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0535.degrees latitude (g = 980.6199 gals.).
 CY0535
 CY0535.The modeled gravity was interpolated from observed gravity values.
 CY0535
 CY0535;                    North         East     Units Scale Factor Converg.
 CY0535;SPC AZ E     -   120,842.720   237,976.092   MT  0.99990747   +0 08 18.8
 CY0535;SPC AZ E     -   396,465.62    780,761.46   iFT  0.99990747   +0 08 18.8
 CY0535;UTM  12      - 3,550,902.391   603,247.481   MT  0.99973146   +0 34 52.7
 CY0535
 CY0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0535!SPC AZ E     -   0.99980365  x   0.99990747  =   0.99971114
 CY0535!UTM  12      -   0.99980365  x   0.99973146  =   0.99953517
 CY0535
 CY0535|---------------------------------------------------------------------|
 CY0535| PID    Reference Object                     Distance      Geod. Az  |
 CY0535|                                                           dddmmss.s |
 CY0535| CY0594 4179 RM 3                            22.008 METERS 13253     |
 CY0535| CC6127 4179 AZ MK 2                                       1592514.0 |
 CY0535| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX. 3.3 KM 1603247.8 |
 CY0535| CY0593 4179 RM 2                            27.840 METERS 23519     |
 CY0535| CC6128 4178                                               3333103.5 |
 CY0535| CC6129 4179 RM 1                            18.852 METERS 33732     |
 CY0535|---------------------------------------------------------------------|
 CY0535
 CY0535                          SUPERSEDED SURVEY CONTROL
 CY0535
 CY0535  NAD 83(1986)-  32 05 22.92315(N)    109 54 21.16420(W) AD(       ) 1
 CY0535  NAD 27      -  32 05 22.63600(N)    109 54 18.92400(W) AD(       ) 1
 CY0535  NGVD 29 (??/??/92) 1277.214  (m)         4190.33   (f) ADJ UNCH    1 2
 CY0535
 CY0535.Superseded values are not recommended for survey control.
 CY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0535.See file dsdata.txt to determine how the superseded data were derived.
 CY0535
 CY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0324750902(NAD 83)
 CY0535_MARKER: DD = SURVEY DISK
 CY0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0535_SP_SET: METAL PIPE IN CONCRETE
 CY0535_STAMPING: 4179 1907 U.S.C. AND G.S. 1935
 CY0535_MARK LOGO: USGS  
 CY0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0535
 CY0535  HISTORY     - Date     Condition        Report By
 CY0535  HISTORY     - 1907     MONUMENTED       USGS
 CY0535  HISTORY     - 1935     GOOD             USGS
 CY0535  HISTORY     - 1970     GOOD             NGS
 CY0535  HISTORY     - 1980     GOOD             NGS
 CY0535  HISTORY     - 1982     GOOD             AZDT
 CY0535  HISTORY     - 19920401 MARK NOT FOUND   LOCENG
 CY0535  HISTORY     - 20060506 POOR             NGS
 CY0535
 CY0535                          STATION DESCRIPTION
 CY0535
 CY0535'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CY0535'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK PIPE,
 CY0535'REINFORCED WITH CONCRETE.
 CY0535'
 CY0535'TO REACH FROM COCHISE GO SOUTH AS PER SIGN DOUGLAS, ETC.,
 CY0535'FOR 2.1 MILES, STATION IS ON THE NORTHEAST SIDE OF ROAD AND
 CY0535'BETWEEN ROAD AND RIGHT-OF-WAY FENCE.  (U.S. GEOLOGICAL SURVEY
 CY0535'B.M. 4178 IS APPROXIMATELY 2.5 MILES FARTHER UP THE ROAD).
 CY0535
 CY0535                          STATION RECOVERY (1970)
 CY0535
 CY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0535'2.0 MI SE FROM COCHISE.
 CY0535'0.55 MILE EAST ALONG SURFACED ROAD FROM THE POST OFFICE IN COCHISE TO
 CY0535'THE JUNCTION WITH U.S. HIGHWAY 666 THENCE SOUTHEAST ALONG U.S. HIGHWAY
 CY0535'666 1.7 MILES, 31 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 666 ,
 CY0535'19 FEET WEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 19 FEET SOUTH OF
 CY0535'TELEPHONE POLE NUMBER 3, AND 2.5 FEET NORTH OF A WOODEN 4X4 WITNESS
 CY0535'POST.  A BRONZE U.S. GEOLOGICAL SURVEY STANDARD CAP STAMPED 4179 1907
 CY0535'U.S.C. AND G.S. 1935 RIVETED ON TOP OF A 4-INCH IRON PIPE PROJECTING 1
 CY0535'FOOT ABOVE GROUND REINFORCED BY A 10-INCH SQUARE CONCRETE MONUMENT
 CY0535'PROJECTING 2 INCHES ABOVE GROUND.  SEC 33, T 153S, R 24E.
 CY0535
 CY0535                          STATION RECOVERY (1980)
 CY0535
 CY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0535'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0535'RAILROAD FROM THE STATION IN WILLCOX, THENCE 4.9 KILOMETERS (3.1
 CY0535'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.5 KILOMETER (0.3 MILE)
 CY0535'SOUTHEAST OF HIGHWAY MILEPOST 60 AND THE COCHISE CEMETERY, 9.4 METERS
 CY0535'(31.5 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.9 METERS
 CY0535'(115 FEET) SOUTHEAST OF THE CENTER OF A METAL GATE, 6.0 METERS (20.0
 CY0535'FEET) SOUTHEAST OF TELEPHONE POLE NUMBER 3, 0.9 METER (3.0 FEET)
 CY0535'NORTHWEST OF A WOODEN POST.A SHALLOW SET PIPE FLUSH WITH THE GROUND.
 CY0535'THE MARK IS .3 METERS  NE FROM A WITNESS POST.
 CY0535'THE MARK IS ABOVE LEVEL WITH CENTERLINE HIGHWAY.
 CY0535
 CY0535                          STATION RECOVERY (1982)
 CY0535
 CY0535'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY0535'THE STATION IS LOCATED 12 MILES SOUTH SOUTHWEST OF WILLCOX AND 2
 CY0535'MILES SOUTHEAST OF COCHISE, ARIZONA.
 CY0535'
 CY0535'THE STATION AND REFERENCE MARKS MARKS WERE RECOVERED IN GOOD CONDITION
 CY0535'AS DESCRIBED IN 1970.  THE AZ MARK WAS SEARCHED FOR AND NOT FOUND.
 CY0535'A NEW ROUTE TO THE STATION FOLLOWS.
 CY0535'
 CY0535'TO REACH FROM TRAFFIC INTERCHANGE AT I-10 AND U.S. 666, ABOUT 8.5
 CY0535'SOUTHWEST OF WILLCOX, ARIZONA, TRAVEL SOUTHEAST ON U.S. 666 FOR 7.1
 CY0535'MILES TO THE STATION ON THE LEFT AT MP 59.5.  THE STATION IS 31 FEET
 CY0535'EAST OF THE CENTERLINE OF U.S. 666.
 CY0535
 CY0535                          STATION RECOVERY (1992)
 CY0535
 CY0535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 CY0535'MARK NOT FOUND.
 CY0535
 CY0535                          STATION RECOVERY (2006)
 CY0535
 CY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0535'US 666 IS NOW US 191. PIPE WAS BENT TO NORTH AND CONCRETE COLLAR IS
 CY0535'BROKEN.  POSITION AND ELEVATION ARE INVALID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0595 ***********************************************************************
 CY0595  DESIGNATION -  4179 AZ MK 2
 CY0595  PID         -  CY0595
 CY0595  STATE/COUNTY-  AZ/COCHISE
 CY0595  USGS QUAD   -  COCHISE (1985)
 CY0595
 CY0595                         *CURRENT SURVEY CONTROL
 CY0595  ___________________________________________________________________
 CY0595* NAD 83(1986)-  32 05 06.     (N)    109 54 14.     (W)     SCALED    
 CY0595* NAVD 88     -      1276.884  (meters)    4189.24   (feet)  ADJUSTED  
 CY0595  ___________________________________________________________________
 CY0595  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0595  DYNAMIC HT  -        1274.949 (meters)    4182.90  (feet)  COMP
 CY0595  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CY0595
 CY0595  VERT ORDER  -  FIRST     CLASS II
 CY0595
 CY0595.The horizontal coordinates were scaled from a topographic map and have
 CY0595.an estimated accuracy of +/- 6 seconds.
 CY0595
 CY0595.The orthometric height was determined by differential leveling
 CY0595.and adjusted in June 1991.
 CY0595
 CY0595.The geoid height was determined by GEOID03.
 CY0595
 CY0595.The dynamic height is computed by dividing the NAVD 88
 CY0595.geopotential number by the normal gravity value computed on the
 CY0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0595.degrees latitude (g = 980.6199 gals.).
 CY0595
 CY0595.The modeled gravity was interpolated from observed gravity values.
 CY0595
 CY0595;                    North         East    Units  Estimated Accuracy
 CY0595;SPC AZ E     -   120,320.      238,170.      MT  (+/- 180 meters Scaled)
 CY0595
 CY0595                          SUPERSEDED SURVEY CONTROL
 CY0595
 CY0595.No superseded survey control is available for this station.
 CY0595
 CY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA034503(NAD 83)
 CY0595_MARKER: DZ = AZIMUTH MARK DISK
 CY0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0595_SP_SET: CONCRETE POST
 CY0595_STAMPING: BM 4179 USGS 1935 1970
 CY0595_PROJECTION: FLUSH
 CY0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0595+STABILITY: SURFACE MOTION
 CY0595
 CY0595  HISTORY     - Date     Condition        Report By
 CY0595  HISTORY     - 1970     MONUMENTED       NGS
 CY0595  HISTORY     - 1980     GOOD             NGS
 CY0595
 CY0595                          STATION DESCRIPTION
 CY0595
 CY0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0595'20.6 KM SW FROM WILLCOX.
 CY0595'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0595'RAILROAD FROM THE STATION IN WILLCOX, THENCE 5.5 KILOMETERS (3.4
 CY0595'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.55 KILOMETER (0.35
 CY0595'MILE) SOUTHEAST OF THE STATION, 14.9 METERS (48.8 FEET)
 CY0595'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 METER (1 FOOT)
 CY0595'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 4.1 METERS (13.5 FEET)
 CY0595'NORTH OF POWER POLE NUMBER 16.
 CY0595'THE MARK IS .9 METERS  SE FROM A WITNESS POST.
 CY0595'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0593 ***********************************************************************
 CY0593  DESIGNATION -  4179 RM 2
 CY0593  PID         -  CY0593
 CY0593  STATE/COUNTY-  AZ/COCHISE
 CY0593  USGS QUAD   -  COCHISE (1985)
 CY0593
 CY0593                         *CURRENT SURVEY CONTROL
 CY0593  ___________________________________________________________________
 CY0593* NAD 83(1992)-  32 05 22.41578(N)    109 54 22.04147(W)     ADJUSTED  
 CY0593* NAVD 88     -      1277.750  (meters)    4192.08   (feet)  ADJUSTED  
 CY0593  ___________________________________________________________________
 CY0593  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CY0593  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0593  DYNAMIC HT  -        1275.814 (meters)    4185.73  (feet)  COMP
 CY0593  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CY0593
 CY0593  HORZ ORDER  -  SECOND
 CY0593  VERT ORDER  -  FIRST     CLASS II
 CY0593
 CY0593.The horizontal coordinates were established by classical geodetic methods
 CY0593.and adjusted by the National Geodetic Survey in August 1993.
 CY0593
 CY0593.The orthometric height was determined by differential leveling
 CY0593.and adjusted in June 1991.
 CY0593
 CY0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0593
 CY0593.The geoid height was determined by GEOID03.
 CY0593
 CY0593.The dynamic height is computed by dividing the NAVD 88
 CY0593.geopotential number by the normal gravity value computed on the
 CY0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0593.degrees latitude (g = 980.6199 gals.).
 CY0593
 CY0593.The modeled gravity was interpolated from observed gravity values.
 CY0593
 CY0593;                    North         East     Units Scale Factor Converg.
 CY0593;SPC AZ E     -   120,826.822   237,953.241   MT  0.99990746   +0 08 18.3
 CY0593;SPC AZ E     -   396,413.46    780,686.49   iFT  0.99990746   +0 08 18.3
 CY0593;UTM  12      - 3,550,886.319   603,224.758   MT  0.99973140   +0 34 52.2
 CY0593
 CY0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0593!SPC AZ E     -   0.99980369  x   0.99990746  =   0.99971116
 CY0593!UTM  12      -   0.99980369  x   0.99973140  =   0.99953514
 CY0593
 CY0593                          SUPERSEDED SURVEY CONTROL
 CY0593
 CY0593  NAD 83(1986)-  32 05 22.40875(N)    109 54 22.03714(W) AD(       ) 2
 CY0593  NGVD 29 (03/13/91) 1277.03   (m)         4189.7    (f) LEVELING    3  
 CY0593
 CY0593.Superseded values are not recommended for survey control.
 CY0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0593.See file dsdata.txt to determine how the superseded data were derived.
 CY0593
 CY0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0322550886(NAD 83)
 CY0593_MARKER: DR = REFERENCE MARK DISK
 CY0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0593_SP_SET: CONCRETE POST
 CY0593_STAMPING: BM 4179 USGS NO 2 1935
 CY0593_PROJECTION: FLUSH
 CY0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0593+STABILITY: SURFACE MOTION
 CY0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0593+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0593
 CY0593  HISTORY     - Date     Condition        Report By
 CY0593  HISTORY     - 1935     MONUMENTED       CGS
 CY0593  HISTORY     - 1980     GOOD             NGS
 CY0593  HISTORY     - 20060506 GOOD             NGS
 CY0593
 CY0593                          STATION DESCRIPTION
 CY0593
 CY0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0593'20.0 KM SW FROM WILLCOX.
 CY0593'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0593'RAILROAD FROM THE STATION IN WILLCOX, THENCE 4.9 KILOMETERS (3.1
 CY0593'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.5 KILOMETER (0.3 MILE)
 CY0593'SOUTHEAST OF HIGHWAY MILEPOST 60 AND THE COCHISE CEMETERY, 28.2
 CY0593'METERS (92.5 FEET) SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 CY0593'STATION, 18.5 METERS (61.0 FEET) SOUTHWEST OF THE CENTERLINE OF
 CY0593'THE HIGHWAY, 8.5 METERS (28.3 FEET) NORTHWEST OF POWER POLE
 CY0593'NUMBER 31, 2.4 METERS (8.0 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CY0593'FENCE.
 CY0593'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0593'THE MARK IS ABOVE LEVEL WITH CENTERLINE HIGHWAY.
 CY0593
 CY0593                          STATION RECOVERY (2006)
 CY0593
 CY0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0593'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0594 ***********************************************************************
 CY0594  DESIGNATION -  4179 RM 3
 CY0594  PID         -  CY0594
 CY0594  STATE/COUNTY-  AZ/COCHISE
 CY0594  USGS QUAD   -  COCHISE (1985)
 CY0594
 CY0594                         *CURRENT SURVEY CONTROL
 CY0594  ___________________________________________________________________
 CY0594* NAD 83(1992)-  32 05 22.44393(N)    109 54 20.55358(W)     ADJUSTED  
 CY0594* NAVD 88     -      1277.807  (meters)    4192.27   (feet)  ADJUSTED  
 CY0594  ___________________________________________________________________
 CY0594  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CY0594  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0594  DYNAMIC HT  -        1275.871 (meters)    4185.92  (feet)  COMP
 CY0594  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CY0594
 CY0594  HORZ ORDER  -  FIRST
 CY0594  VERT ORDER  -  FIRST     CLASS II
 CY0594
 CY0594.The horizontal coordinates were established by classical geodetic methods
 CY0594.and adjusted by the National Geodetic Survey in August 1993.
 CY0594
 CY0594.The orthometric height was determined by differential leveling
 CY0594.and adjusted in June 1991.
 CY0594
 CY0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0594
 CY0594.The geoid height was determined by GEOID03.
 CY0594
 CY0594.The dynamic height is computed by dividing the NAVD 88
 CY0594.geopotential number by the normal gravity value computed on the
 CY0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0594.degrees latitude (g = 980.6199 gals.).
 CY0594
 CY0594.The modeled gravity was interpolated from observed gravity values.
 CY0594
 CY0594;                    North         East     Units Scale Factor Converg.
 CY0594;SPC AZ E     -   120,827.783   237,992.251   MT  0.99990748   +0 08 19.1
 CY0594;SPC AZ E     -   396,416.61    780,814.47   iFT  0.99990748   +0 08 19.1
 CY0594;UTM  12      - 3,550,887.581   603,263.753   MT  0.99973150   +0 34 53.0
 CY0594
 CY0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0594!SPC AZ E     -   0.99980368  x   0.99990748  =   0.99971118
 CY0594!UTM  12      -   0.99980368  x   0.99973150  =   0.99953523
 CY0594
 CY0594:                Primary Azimuth Mark                     Grid Az
 CY0594:SPC AZ E     -  4178                                     160 22 01.7
 CY0594:UTM  12      -  4178                                     159 55 27.8
 CY0594
 CY0594|---------------------------------------------------------------------|
 CY0594| PID    Reference Object                     Distance      Geod. Az  |
 CY0594|                                                           dddmmss.s |
 CY0594| CC6128 4178                                               1603020.8 |
 CY0594| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX. 3.3 KM 1604325.1 |
 CY0594| CY0593 4179 RM 2                            39.026 METERS 26844     |
 CY0594| CY0535 4179                                 22.008 METERS 31253     |
 CY0594|---------------------------------------------------------------------|
 CY0594
 CY0594                          SUPERSEDED SURVEY CONTROL
 CY0594
 CY0594  NAD 83(1986)-  32 05 22.43715(N)    109 54 20.54953(W) AD(       ) 1
 CY0594  NAD 27      -  32 05 22.14975(N)    109 54 18.30910(W) AD(       ) 1
 CY0594  NGVD 29 (03/13/91) 1277.09   (m)         4189.9    (f) LEVELING    3  
 CY0594
 CY0594.Superseded values are not recommended for survey control.
 CY0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0594.See file dsdata.txt to determine how the superseded data were derived.
 CY0594
 CY0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0326450888(NAD 83)
 CY0594_MARKER: DR = REFERENCE MARK DISK
 CY0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0594_SP_SET: CONCRETE POST
 CY0594_STAMPING: BM 4179 USGS NO 3 1935
 CY0594_MARK LOGO: NGS   
 CY0594_PROJECTION: FLUSH
 CY0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0594+STABILITY: SURFACE MOTION
 CY0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0594+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0594
 CY0594  HISTORY     - Date     Condition        Report By
 CY0594  HISTORY     - 1970     MONUMENTED       NGS
 CY0594  HISTORY     - 1980     GOOD             NGS
 CY0594  HISTORY     - 19920401 POOR             LOCENG
 CY0594  HISTORY     - 20060506 GOOD             NGS
 CY0594
 CY0594                          STATION DESCRIPTION
 CY0594
 CY0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0594'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF WILLCOX,
 CY0594'9 MILES NORTHEAST OF DRAGOON, 2 MILES SOUTHEAST OF COCHISE, ON THE
 CY0594'NORTHEAST SIDE OF U. S. HIGHWAY 666 AND ON PROPERTY OWNED BY MR.
 CY0594'HOWARD ADAMS OF COCHISE, ARIZONA.
 CY0594'
 CY0594'TO REACH THE STATION FROM THE POST OFFICE IN COCHISE GO EAST ON THE
 CY0594'SURFACED ROAD FOR 0.55 MILE TO THE JUNCTION OF U. S. HIGHWAY 666.
 CY0594'TURN RIGHT AND GO SOUTHEAST ON U. S. HIGHWAY 666 FOR 1.7 MILES TO
 CY0594'THE STATION ON THE LEFT AS DESCRIBED.
 CY0594'
 CY0594'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED BM 4179
 CY0594'USGS NO 3 1935 1970, THE SURFACE MARK IS SET IN THE TOP OF A ROUND
 CY0594'CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND PROJECTS 2
 CY0594'INCHES ABOVE THE GROUND SURFACE.  IT IS 147 FEET NORTHWEST OF
 CY0594'POWER LINE POLE NUMBER 25, 61 FEET EAST OF THE CENTER OF U. S.
 CY0594'HIGHWAY 666 AND 11 FEET EAST OF A METAL WITNESS POST WITH SIGN SET
 CY0594'IN THE NORTHEAST RIGHT-OF-WAY FENCE.  THE UNDER GROUND MARK
 CY0594'WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CY0594'
 CY0594'THE MARK IS A U. S. GEOLOGICAL SURVEY BENCH MARK BRONZE CAP STAMPED
 CY0594'4179 1907 U.S.C. AND G.S. 1935, RIVETED TO THE TOP OF A FOUR INCH
 CY0594'IRON PIPE THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT HAS BEEN
 CY0594'REINFORCED BY A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CY0594'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET EAST OF THE
 CY0594'CENTER OF U. S. HIGHWAY 666, 19 FEET WEST OF THE NORTHEAST
 CY0594'RIGHT-OF-WAY FENCE, 19 FEET SOUTH OF TELEPHONE POLE NUMBER 3 AND
 CY0594'2.5 FEET NORTH OF A 4 X 4-INCH WOODEN WITNESS POST.
 CY0594'
 CY0594'REFERENCE MARK 2 IS A STANDARD DISK STAMPED U.S.G.S. B.M. 4179 NO. 2
 CY0594'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CY0594'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET WEST OF
 CY0594'THE CENTER OF U. S. HIGHWAY 666, 28 FEET NORTH OF POWER LINE POLE
 CY0594'NUMBER 31-10, 8 FEET WEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND
 CY0594'2 FEET EAST OF A 4 X 4-INCH WOODEN WITNESS POST.
 CY0594'
 CY0594'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM 4179 USGS 1935 1970,
 CY0594'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CY0594'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 49
 CY0594'FEET WEST OF THE CENTER OF U. S. HIGHWAY 666, 13 FEET NORTHEAST
 CY0594'OF POWER LINE POLE NUMBER 16 AND 2.5 FEET SOUTH OF A METAL
 CY0594'WITNESS POST WITH SIGN SET IN THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CY0594'
 CY0594'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST ON
 CY0594'U. S. HIGHWAY 666 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 CY0594'
 CY0594'REFERENCE MARK 3 WAS ESTABLISHED BECAUSE OF A TELEPHONE LINE OVER THE
 CY0594'OLD STATION.
 CY0594'
 CY0594'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 CY0594
 CY0594                          STATION RECOVERY (1980)
 CY0594
 CY0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0594'20.0 KM SW FROM WILLCOX.
 CY0594'15.1 KILOMETERS (9.3 MILES) SOURHWEST ALONG THE SOUTHERN PACIFIC
 CY0594'RAILROAD FROM THE STATION IN WILLCOX, THENCE 4.9 KILOMETERS
 CY0594'(3.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.5 KILOMETER (0.3
 CY0594'MILE) SOUTHEAST OF HIGHWAY MILEPOST 60 AND THE COCHISE
 CY0594'CEMETERY, 18.6 METERS (60.8 FEET) NORTHEAST OF THE CENTERLINE
 CY0594'OF THE HIGHWAY, 22.1 METERS (72.5 FEET) SOUTHEAST OF THE
 CY0594'STATION, 3.3 METERS (10.8 FEET) NORTHEAST OF THE RIGHT-OF-WAY
 CY0594'FENCE.
 CY0594'THE MARK IS 3.3 METERS  NE FROM A WITNESS POST.
 CY0594'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
 CY0594
 CY0594                          STATION RECOVERY (1992)
 CY0594
 CY0594'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 CY0594'MARK RECOVERED IN POOR CONDITION.
 CY0594
 CY0594                          STATION RECOVERY (2006)
 CY0594
 CY0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0594'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1075 ***********************************************************************
 DA1075  DESIGNATION -  418
 DA1075  PID         -  DA1075
 DA1075  STATE/COUNTY-  AZ/YUMA
 DA1075  USGS QUAD   -  MOHAWK (1982)
 DA1075
 DA1075                         *CURRENT SURVEY CONTROL
 DA1075  ___________________________________________________________________
 DA1075* NAD 83(1986)-  32 43 07.     (N)    113 48 28.     (W)     SCALED    
 DA1075* NAVD 88     -       128.027  (meters)     420.04   (feet)  ADJUSTED  
 DA1075  ___________________________________________________________________
 DA1075  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DA1075  DYNAMIC HT  -         127.882 (meters)     419.56  (feet)  COMP
 DA1075  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 DA1075
 DA1075  VERT ORDER  -  FIRST     CLASS II
 DA1075
 DA1075.The horizontal coordinates were scaled from a topographic map and have
 DA1075.an estimated accuracy of +/- 6 seconds.
 DA1075
 DA1075.The orthometric height was determined by differential leveling
 DA1075.and adjusted in June 1991.
 DA1075
 DA1075.The geoid height was determined by GEOID03.
 DA1075
 DA1075.The dynamic height is computed by dividing the NAVD 88
 DA1075.geopotential number by the normal gravity value computed on the
 DA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1075.degrees latitude (g = 980.6199 gals.).
 DA1075
 DA1075.The modeled gravity was interpolated from observed gravity values.
 DA1075
 DA1075;                    North         East    Units  Estimated Accuracy
 DA1075;SPC AZ W     -   190,560.      207,940.      MT  (+/- 180 meters Scaled)
 DA1075
 DA1075                          SUPERSEDED SURVEY CONTROL
 DA1075
 DA1075.No superseded survey control is available for this station.
 DA1075
 DA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB368235(NAD 83)
 DA1075_MARKER: P = PIPE CAP
 DA1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1075_MARK LOGO: CGS   
 DA1075_PROJECTION: PROJECTING 20 CENTIMETERS
 DA1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1075+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1075
 DA1075  HISTORY     - Date     Condition        Report By
 DA1075  HISTORY     - UNK      MONUMENTED       USGS
 DA1075  HISTORY     - 1960     GOOD             NGS
 DA1075  HISTORY     - 1981     GOOD             NGS
 DA1075  HISTORY     - 1981     GOOD             NGS
 DA1075  HISTORY     - 20090206 GOOD             GEOCAC
 DA1075
 DA1075                          STATION DESCRIPTION
 DA1075
 DA1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1075'3.15 MI W FROM MOHAWK LODGE.
 DA1075'3.15 MILE WESTWARD ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.05 MILE
 DA1075'WEST FROM TRIANGULATION STATION OWL, AND AN AZIMUTH MARK FOR THAT
 DA1075'STATION, 103 FEET SOUTH FROM THE CENTER LINE OF THE HIGHWAY, 45 FEET
 DA1075'NORTH FROM THE NORTH RAIL OF THE RAILROAD TRACKS, 5 FEET EAST FROM A
 DA1075'POLE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.
 DA1075
 DA1075                          STATION RECOVERY (1981)
 DA1075
 DA1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1075'14.0 KM (8.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1075'IN TACNA, 0.1 KM (0.05 MI) SOUTHWEST OF TRIANGULATION STATION OWL,
 DA1075'31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 M
 DA1075'(45.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC
 DA1075'RAILROAD TRACKS.
 DA1075'NOTE-THERE IS NO STAMPING ON THIS MARK.
 DA1075'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA1075'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1075
 DA1075                          STATION RECOVERY (1981)
 DA1075
 DA1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1075'14.0 KM (8.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1075'IN TACNA, 0.1 KM (0.05 MI) SOUTHWEST OF TRIANGULATION STATION OWL,
 DA1075'31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 M
 DA1075'(45.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC
 DA1075'RAILROAD TRACKS.
 DA1075'NOTE-THERE IS NO STAMPING ON THIS MARK.
 DA1075'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA1075'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1075
 DA1075                          STATION RECOVERY (2009)
 DA1075
 DA1075'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1075'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1075' 
 DA1075'OF N 32 43' 07.9 W 113 48' 27.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1098 ***********************************************************************
 DA1098  DESIGNATION -  418
 DA1098  PID         -  DA1098
 DA1098  STATE/COUNTY-  AZ/YUMA
 DA1098  USGS QUAD   -  DATELAND (1982)
 DA1098
 DA1098                         *CURRENT SURVEY CONTROL
 DA1098  ___________________________________________________________________
 DA1098* NAD 83(1986)-  32 47 06.     (N)    113 34 05.     (W)     SCALED    
 DA1098* NAVD 88     -       127.892  (meters)     419.59   (feet)  ADJUSTED  
 DA1098  ___________________________________________________________________
 DA1098  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DA1098  DYNAMIC HT  -         127.747 (meters)     419.12  (feet)  COMP
 DA1098  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 DA1098
 DA1098  VERT ORDER  -  FIRST     CLASS II
 DA1098
 DA1098.The horizontal coordinates were scaled from a topographic map and have
 DA1098.an estimated accuracy of +/- 6 seconds.
 DA1098
 DA1098.The orthometric height was determined by differential leveling
 DA1098.and adjusted in June 1991.
 DA1098
 DA1098.The geoid height was determined by GEOID03.
 DA1098
 DA1098.The dynamic height is computed by dividing the NAVD 88
 DA1098.geopotential number by the normal gravity value computed on the
 DA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1098.degrees latitude (g = 980.6199 gals.).
 DA1098
 DA1098.The modeled gravity was interpolated from observed gravity values.
 DA1098
 DA1098;                    North         East    Units  Estimated Accuracy
 DA1098;SPC AZ W     -   197,930.      230,400.      MT  (+/- 180 meters Scaled)
 DA1098
 DA1098                          SUPERSEDED SURVEY CONTROL
 DA1098
 DA1098.No superseded survey control is available for this station.
 DA1098
 DA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB594303(NAD 83)
 DA1098_MARKER: DD = SURVEY DISK
 DA1098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1098+WITH SETTING: INTO GROUND
 DA1098_MARK LOGO: USGS  
 DA1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1098+STABILITY: SURFACE MOTION
 DA1098
 DA1098  HISTORY     - Date     Condition        Report By
 DA1098  HISTORY     - UNK      MONUMENTED       USGS
 DA1098  HISTORY     - 1952     GOOD             NGS
 DA1098  HISTORY     - 1981     GOOD             NGS
 DA1098  HISTORY     - 1981     GOOD             NGS
 DA1098
 DA1098                          STATION DESCRIPTION
 DA1098
 DA1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1098'7.3 MI SW FROM AZTEC.
 DA1098'7.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1098'THE WATER TANK AT AZTEC, SOUTH OF THE RAILROAD TRACK, 0.5 MILE
 DA1098'SOUTHWEST OF MILEPOST 805, 186 FEET SOUTHWEST OF AND ACROSS THE
 DA1098'RAILROAD TRACK FROM THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH OF
 DA1098'THE SOUTH RAIL, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 DA1098'LOWER THAN THE RAILROAD TRACK, AND RIVETED ON THE TOP OF A 3 1/2 INCH
 DA1098'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DA1098
 DA1098                          STATION RECOVERY (1981)
 DA1098
 DA1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1098'RECOVERED IN GOOD CONDITION.
 DA1098
 DA1098                          STATION RECOVERY (1981)
 DA1098
 DA1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0086 ***********************************************************************
 CF0086  DESIGNATION -  4183
 CF0086  PID         -  CF0086
 CF0086  STATE/COUNTY-  AZ/COCHISE
 CF0086  USGS QUAD   -  RODEO (1987)
 CF0086
 CF0086                         *CURRENT SURVEY CONTROL
 CF0086  ___________________________________________________________________
 CF0086* NAD 83(1986)-  31 47 31.     (N)    109 03 45.     (W)     SCALED    
 CF0086* NAVD 88     -      1275.72   (+/-2cm)    4185.4    (feet)  VERTCON   
 CF0086  ___________________________________________________________________
 CF0086  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CF0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0086
 CF0086.The horizontal coordinates were scaled from a topographic map and have
 CF0086.an estimated accuracy of +/- 6 seconds.
 CF0086
 CF0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0086.The vertical order pertains to the NGVD 29 superseded value.
 CF0086
 CF0086.The geoid height was determined by GEOID03.
 CF0086
 CF0086;                    North         East    Units  Estimated Accuracy
 CF0086;SPC AZ E     -    88,330.      317,920.      MT  (+/- 180 meters Scaled)
 CF0086
 CF0086                          SUPERSEDED SURVEY CONTROL
 CF0086
 CF0086  NGVD 29 (??/??/92) 1274.868  (m)         4182.63   (f) ADJ UNCH    2 0
 CF0086
 CF0086.Superseded values are not recommended for survey control.
 CF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0086.See file dsdata.txt to determine how the superseded data were derived.
 CF0086
 CF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA834190(NAD 83)
 CF0086_MARKER: DD = SURVEY DISK
 CF0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0086_SP_SET: CULVERT
 CF0086_STAMPING: 4183
 CF0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0086
 CF0086  HISTORY     - Date     Condition        Report By
 CF0086  HISTORY     - UNK      MONUMENTED       USGS
 CF0086  HISTORY     - 1935     GOOD             NGS
 CF0086
 CF0086                          STATION DESCRIPTION
 CF0086
 CF0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0086'3.7 MI SW FROM RODEO.
 CF0086'3.7 MI. S W. OF DEPOT ALONG THE S.P.R.R., 6 FT. N. W. OF THE CENTER
 CF0086'LINE OF THE TRACK SET IN THE N. W. CORNER OF CONCRETE CULVERT NO.
 CF0086'1155.06.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0832 ***********************************************************************
 FQ0832  DESIGNATION -  42 BKC
 FQ0832  PID         -  FQ0832
 FQ0832  STATE/COUNTY-  AZ/COCONINO
 FQ0832  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0832
 FQ0832                         *CURRENT SURVEY CONTROL
 FQ0832  ___________________________________________________________________
 FQ0832* NAD 83(1986)-  35 33 36.     (N)    111 07 56.     (W)     SCALED    
 FQ0832* NAVD 88     -      1463.973  (meters)    4803.05   (feet)  POSTED    
 FQ0832  ___________________________________________________________________
 FQ0832  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0832  DYNAMIC HT  -        1462.100 (meters)    4796.91  (feet)  COMP
 FQ0832  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 FQ0832
 FQ0832  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0832
 FQ0832.The horizontal coordinates were scaled from a topographic map and have
 FQ0832.an estimated accuracy of +/- 6 seconds.
 FQ0832
 FQ0832.The orthometric height was determined by differential leveling
 FQ0832.and adjusted by the  in 1992.
 FQ0832.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0832.rate of 0.0 thru 1.0 mm/km.
 FQ0832
 FQ0832.The geoid height was determined by GEOID03.
 FQ0832
 FQ0832.The dynamic height is computed by dividing the NAVD 88
 FQ0832.geopotential number by the normal gravity value computed on the
 FQ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0832.degrees latitude (g = 980.6199 gals.).
 FQ0832
 FQ0832.The modeled gravity was interpolated from observed gravity values.
 FQ0832
 FQ0832;                    North         East    Units  Estimated Accuracy
 FQ0832;SPC AZ C     -   505,980.      284,470.      MT  (+/- 180 meters Scaled)
 FQ0832
 FQ0832                          SUPERSEDED SURVEY CONTROL
 FQ0832
 FQ0832.No superseded survey control is available for this station.
 FQ0832
 FQ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE880351(NAD 83)
 FQ0832_MARKER: DB = BENCH MARK DISK
 FQ0832_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0832_SP_SET: COPPER-CLAD STEEL ROD
 FQ0832_STAMPING: 42 BKC 1968
 FQ0832_MARK LOGO: USGS  
 FQ0832_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0832+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0832
 FQ0832  HISTORY     - Date     Condition        Report By
 FQ0832  HISTORY     - 1968     MONUMENTED       USGS
 FQ0832
 FQ0832                          STATION DESCRIPTION
 FQ0832
 FQ0832'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0832'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0832'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0832'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0832'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0832'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0832'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 1.8
 FQ0832'MILES SOUTHWEST ALONG A DIRT ROAD, 0.2 MILES SOUTH OF A STOCK POND,
 FQ0832'19 FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET SOUTH OF A WITNESS
 FQ0832'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0832'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0634 ***********************************************************************
 FP0634  DESIGNATION -  42 HLS
 FP0634  PID         -  FP0634
 FP0634  STATE/COUNTY-  AZ/APACHE
 FP0634  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0634
 FP0634                         *CURRENT SURVEY CONTROL
 FP0634  ___________________________________________________________________
 FP0634* NAD 83(1986)-  35 37 24.     (N)    109 32 34.     (W)     SCALED    
 FP0634* NAVD 88     -      2045.831  (meters)    6712.03   (feet)  ADJUSTED  
 FP0634  ___________________________________________________________________
 FP0634  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FP0634  DYNAMIC HT  -        2042.991 (meters)    6702.71  (feet)  COMP
 FP0634  MODELED GRAV-     979,171.8   (mgal)                       NAVD 88
 FP0634
 FP0634  VERT ORDER  -  SECOND    CLASS II
 FP0634
 FP0634.The horizontal coordinates were scaled from a topographic map and have
 FP0634.an estimated accuracy of +/- 6 seconds.
 FP0634
 FP0634.The orthometric height was determined by differential leveling
 FP0634.and adjusted in June 1991.
 FP0634
 FP0634.The geoid height was determined by GEOID03.
 FP0634
 FP0634.The dynamic height is computed by dividing the NAVD 88
 FP0634.geopotential number by the normal gravity value computed on the
 FP0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0634.degrees latitude (g = 980.6199 gals.).
 FP0634
 FP0634.The modeled gravity was interpolated from observed gravity values.
 FP0634
 FP0634;                    North         East    Units  Estimated Accuracy
 FP0634;SPC AZ E     -   512,900.      269,870.      MT  (+/- 180 meters Scaled)
 FP0634
 FP0634                          SUPERSEDED SURVEY CONTROL
 FP0634
 FP0634  NGVD 29 (??/??/92) 2044.80   (m)         6708.6    (f) COMPUTED    2 2
 FP0634
 FP0634.Superseded values are not recommended for survey control.
 FP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0634.See file dsdata.txt to determine how the superseded data were derived.
 FP0634
 FP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE319431(NAD 83)
 FP0634_MARKER: DB = BENCH MARK DISK
 FP0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0634_SP_SET: COPPER-CLAD STEEL ROD
 FP0634_STAMPING: 42 HLS 1970 6709
 FP0634_MARK LOGO: USGS  
 FP0634_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0634+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0634
 FP0634  HISTORY     - Date     Condition        Report By
 FP0634  HISTORY     - 1970     MONUMENTED       USGS
 FP0634
 FP0634                          STATION DESCRIPTION
 FP0634
 FP0634'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0634'FROM THE POST OFFICE AT GANADO, ARIZONA, PROCEED 6.2 MILES SOUTH
 FP0634'ALONG STATE HIGHWAY 63, 8.7 MILES NORTH OF KLAGETOH TRADING POST, 0.2
 FP0634'MILES NORTHWEST OF A WINDMILL, 83 FEET EAST OF THE HIGHWAY, 59 FEET
 FP0634'SOUTHWEST OF A TRACK ROAD, 2 FEET EAST OF A WITNESS POST.  A
 FP0634'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0163 ***********************************************************************
 CG0163  DESIGNATION -  4200
 CG0163  PID         -  CG0163
 CG0163  STATE/COUNTY-  AZ/COCHISE
 CG0163  USGS QUAD   -  TOMBSTONE (1978)
 CG0163
 CG0163                         *CURRENT SURVEY CONTROL
 CG0163  ___________________________________________________________________
 CG0163* NAD 83(1986)-  31 44 06.     (N)    110 06 23.     (W)     SCALED    
 CG0163* NAVD 88     -      1284.92   (+/-2cm)    4215.6    (feet)  VERTCON   
 CG0163  ___________________________________________________________________
 CG0163  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CG0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0163
 CG0163.The horizontal coordinates were scaled from a topographic map and have
 CG0163.an estimated accuracy of +/- 6 seconds.
 CG0163
 CG0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0163.The vertical order pertains to the NGVD 29 superseded value.
 CG0163
 CG0163.The geoid height was determined by GEOID03.
 CG0163
 CG0163;                    North         East    Units  Estimated Accuracy
 CG0163;SPC AZ E     -    81,490.      219,070.      MT  (+/- 180 meters Scaled)
 CG0163
 CG0163                          SUPERSEDED SURVEY CONTROL
 CG0163
 CG0163  NGVD 29 (??/??/92) 1284.092  (m)         4212.89   (f) ADJ UNCH    2 0
 CG0163
 CG0163.Superseded values are not recommended for survey control.
 CG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0163.See file dsdata.txt to determine how the superseded data were derived.
 CG0163
 CG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA846114(NAD 83)
 CG0163_MARKER: DD = SURVEY DISK
 CG0163_SETTING: 80 = SET IN A BOULDER
 CG0163_SP_SET: BOULDER
 CG0163_STAMPING: 4200 NOGLS
 CG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0163+STABILITY: SURFACE MOTION
 CG0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0163+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CG0163
 CG0163  HISTORY     - Date     Condition        Report By
 CG0163  HISTORY     - UNK      MONUMENTED       USGS
 CG0163  HISTORY     - 1935     GOOD             NGS
 CG0163  HISTORY     - 20070504 GOOD             GEOCAC
 CG0163
 CG0163                          STATION DESCRIPTION
 CG0163
 CG0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0163'3.2 MI W FROM TOMBSTONE.
 CG0163'3.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0163'STATION AT TOMBSTONE, COCHISE COUNTY, ABOUT 300 FEET WEST OF TRESTLE
 CG0163'1054.31 OVER TOMBSTONE GULCH, 23 FEET SOUTH OF THE CENTERLINE OF THE
 CG0163'TRACK, AND IN THE TOP OF A GRANITE BOULDER.  A UNITED STATES
 CG0163'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4200 NOGLS.
 CG0163
 CG0163                          STATION RECOVERY (2007)
 CG0163
 CG0163'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0163'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CG0163'THE DESCRIPTION   THE RAILROAD HAS BEEN REMOVED. HANDHELD COORDINATES
 CG0163' 
 CG0163' 
 CG0163'31 44 06.8 (N)   110 06 24.1 (W)  (NAD 83).
 CG0163' 
 CG0163'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CG0163'SOUTHWEST ON HASKELL STREET FOR 0.15 MILES TO ALLEN STREET. TURN RIGHT
 CG0163'AND TRAVEL NORTHWEST ON ALLEN STREET FOR 0.6 MILES TO A CATTLE GUARD
 CG0163'WHERE THE ROAD TURNS INTO A GRADED ROAD. CONTINUE ON ALLEN STREET FOR
 CG0163'1.6 MILES TO A FENCE, CONTINUE ON THE TRACK ROAD FOR 0.4 MILES TO A
 CG0163'TURN OFF ON THE RIGHT. PARK AND PACK 500 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0270 ***********************************************************************
 DU0270  DESIGNATION -  4212.33
 DU0270  PID         -  DU0270
 DU0270  STATE/COUNTY-  AZ/GILA
 DU0270  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0270
 DU0270                         *CURRENT SURVEY CONTROL
 DU0270  ___________________________________________________________________
 DU0270* NAD 83(1986)-  33 28 20.     (N)    110 43 22.     (W)     SCALED    
 DU0270* NAVD 88     -      1284.191  (meters)    4213.22   (feet)  ADJUSTED  
 DU0270  ___________________________________________________________________
 DU0270  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DU0270  DYNAMIC HT  -        1282.394 (meters)    4207.32  (feet)  COMP
 DU0270  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 DU0270
 DU0270  VERT ORDER  -  SECOND    CLASS 0
 DU0270
 DU0270.The horizontal coordinates were scaled from a topographic map and have
 DU0270.an estimated accuracy of +/- 6 seconds.
 DU0270
 DU0270.The orthometric height was determined by differential leveling
 DU0270.and adjusted in June 1991.
 DU0270
 DU0270.The geoid height was determined by GEOID03.
 DU0270
 DU0270.The dynamic height is computed by dividing the NAVD 88
 DU0270.geopotential number by the normal gravity value computed on the
 DU0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0270.degrees latitude (g = 980.6199 gals.).
 DU0270
 DU0270.The modeled gravity was interpolated from observed gravity values.
 DU0270
 DU0270;                    North         East    Units  Estimated Accuracy
 DU0270;SPC AZ E     -   274,260.      161,670.      MT  (+/- 180 meters Scaled)
 DU0270
 DU0270                          SUPERSEDED SURVEY CONTROL
 DU0270
 DU0270  NGVD 29 (??/??/92) 1283.507  (m)         4210.97   (f) ADJ UNCH    2 0
 DU0270
 DU0270.Superseded values are not recommended for survey control.
 DU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0270.See file dsdata.txt to determine how the superseded data were derived.
 DU0270
 DU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC257036(NAD 83)
 DU0270_MARKER: DD = SURVEY DISK
 DU0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0270_SP_SET: CULVERT
 DU0270_STAMPING: 377+00 EL. 4212.33
 DU0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0270
 DU0270  HISTORY     - Date     Condition        Report By
 DU0270  HISTORY     - UNK      MONUMENTED       AZHD
 DU0270  HISTORY     - 1935     GOOD             NGS
 DU0270  HISTORY     - 1965     MARK NOT FOUND   USGS
 DU0270
 DU0270                          STATION DESCRIPTION
 DU0270
 DU0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0270'8.3 MI NE FROM GLOBE.
 DU0270'8.3 MI. N.E. OF, ALONG U.S. HWY. NO. 60.  15 FT. EAST OF THE CENTER
 DU0270'LINE OF THE HIGHWAY, SET IN THE MIDDLE OF CONCRETE CULVERT, 3 FT.
 DU0270'BELOW THE SURFACE OF THE ROAD.
 DU0270
 DU0270                          STATION RECOVERY (1965)
 DU0270
 DU0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0168 ***********************************************************************
 CF0168  DESIGNATION -  4235
 CF0168  PID         -  CF0168
 CF0168  STATE/COUNTY-  AZ/COCHISE
 CF0168  USGS QUAD   -  PEARCE (1985)
 CF0168
 CF0168                         *CURRENT SURVEY CONTROL
 CF0168  ___________________________________________________________________
 CF0168* NAD 83(1986)-  31 58 48.     (N)    109 50 58.     (W)     SCALED    
 CF0168* NAVD 88     -      1295.15   (+/-2cm)    4249.2    (feet)  VERTCON   
 CF0168  ___________________________________________________________________
 CF0168  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0168
 CF0168.The horizontal coordinates were scaled from a topographic map and have
 CF0168.an estimated accuracy of +/- 6 seconds.
 CF0168
 CF0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0168.The vertical order pertains to the NGVD 29 superseded value.
 CF0168
 CF0168.The geoid height was determined by GEOID03.
 CF0168
 CF0168;                    North         East    Units  Estimated Accuracy
 CF0168;SPC AZ E     -   108,690.      243,340.      MT  (+/- 180 meters Scaled)
 CF0168
 CF0168                          SUPERSEDED SURVEY CONTROL
 CF0168
 CF0168  NGVD 29 (??/??/92) 1294.363  (m)         4246.59   (f) ADJ UNCH    2 0
 CF0168
 CF0168.Superseded values are not recommended for survey control.
 CF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0168.See file dsdata.txt to determine how the superseded data were derived.
 CF0168
 CF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA087387(NAD 83)
 CF0168_MARKER: P = PIPE CAP
 CF0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0168_STAMPING: 4235 1907
 CF0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0168
 CF0168  HISTORY     - Date     Condition        Report By
 CF0168  HISTORY     - 1907     MONUMENTED       USGS
 CF0168  HISTORY     - 1980     POOR             NGS
 CF0168
 CF0168                          STATION DESCRIPTION
 CF0168
 CF0168'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 CF0168'5.6 MI N FROM PEARCE.
 CF0168'5.6 MILES NORTH ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0168'ABOUT 750 FEET SOUTH OF A GATE, 30 FEET EAST OF THE CENTERLINE OF THE
 CF0168'HIGHWAY, AND 3 FEET WEST OF A FENCE LINE.  A UNITED STATES GEOLOGICAL
 CF0168'SURVEY STANDARD CAP, STAMPED 4235 1907 AND RIVETED ON THE TOP OF A
 CF0168'3-1/2-INCH IRON PIPE.
 CF0168
 CF0168                          STATION RECOVERY (1980)
 CF0168
 CF0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0168'MARK WAS RECOVERED BUT WAS LEANING AND LOOSE, NOT LEVELED TO
 CF0168'ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0254 ***********************************************************************
 GP0254  DESIGNATION -  4239.95
 GP0254  PID         -  GP0254
 GP0254  STATE/COUNTY-  AZ/COCONINO
 GP0254  USGS QUAD   -  EMMETT WASH (1985)
 GP0254
 GP0254                         *CURRENT SURVEY CONTROL
 GP0254  ___________________________________________________________________
 GP0254* NAD 83(1986)-  36 43 54.     (N)    111 45 32.     (W)     SCALED    
 GP0254* NAVD 88     -      1289.571  (meters)    4230.87   (feet)  POSTED    
 GP0254  ___________________________________________________________________
 GP0254  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0254  DYNAMIC HT  -        1288.070 (meters)    4225.94  (feet)  COMP
 GP0254  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 GP0254
 GP0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0254
 GP0254.The horizontal coordinates were scaled from a topographic map and have
 GP0254.an estimated accuracy of +/- 6 seconds.
 GP0254
 GP0254.The orthometric height was determined by differential leveling
 GP0254.and adjusted by the  in 1992.
 GP0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0254.rate of 0.0 thru 1.0 mm/km.
 GP0254
 GP0254.The geoid height was determined by GEOID03.
 GP0254
 GP0254.The dynamic height is computed by dividing the NAVD 88
 GP0254.geopotential number by the normal gravity value computed on the
 GP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0254.degrees latitude (g = 980.6199 gals.).
 GP0254
 GP0254.The modeled gravity was interpolated from observed gravity values.
 GP0254
 GP0254;                    North         East    Units  Estimated Accuracy
 GP0254;SPC AZ C     -   635,710.      227,450.      MT  (+/- 180 meters Scaled)
 GP0254
 GP0254                          SUPERSEDED SURVEY CONTROL
 GP0254
 GP0254  NGVD 29 (??/??/92) 1288.659  (m)         4227.88   (f) ADJ UNCH    1 2
 GP0254
 GP0254.Superseded values are not recommended for survey control.
 GP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0254.See file dsdata.txt to determine how the superseded data were derived.
 GP0254
 GP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF322653(NAD 83)
 GP0254_MARKER: DD = SURVEY DISK
 GP0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0254_SP_SET: CULVERT
 GP0254_STAMPING: 4239.95 529+34.9 1933
 GP0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0254
 GP0254  HISTORY     - Date     Condition        Report By
 GP0254  HISTORY     - 1933     MONUMENTED       AZHD
 GP0254  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0254
 GP0254                          STATION DESCRIPTION
 GP0254
 GP0254'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1933
 GP0254'9.5 MI SW FROM MARBLE CANYON.
 GP0254'9.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0254'MARBLE CANYON, COCONINO COUNTY, AT A 3-FOOT CORRUGATED-IRON PIPE
 GP0254'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0254'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4239.95
 GP0254'529+34.9 1933.
 GP0254
 GP0254                          STATION RECOVERY (1978)
 GP0254
 GP0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0168 ***********************************************************************
 FQ0168  DESIGNATION -  4240.10
 FQ0168  PID         -  FQ0168
 FQ0168  STATE/COUNTY-  AZ/COCONINO
 FQ0168  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0168
 FQ0168                         *CURRENT SURVEY CONTROL
 FQ0168  ___________________________________________________________________
 FQ0168* NAD 83(1986)-  35 56 12.     (N)    111 24 01.     (W)     SCALED    
 FQ0168* NAVD 88     -      1293.362  (meters)    4243.31   (feet)  ADJUSTED  
 FQ0168  ___________________________________________________________________
 FQ0168  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0168  DYNAMIC HT  -        1291.763 (meters)    4238.06  (feet)  COMP
 FQ0168  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 FQ0168
 FQ0168  VERT ORDER  -  FIRST     CLASS II
 FQ0168
 FQ0168.The horizontal coordinates were scaled from a topographic map and have
 FQ0168.an estimated accuracy of +/- 6 seconds.
 FQ0168
 FQ0168.The orthometric height was determined by differential leveling
 FQ0168.and adjusted in June 1991.
 FQ0168
 FQ0168.The geoid height was determined by GEOID03.
 FQ0168
 FQ0168.The dynamic height is computed by dividing the NAVD 88
 FQ0168.geopotential number by the normal gravity value computed on the
 FQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0168.degrees latitude (g = 980.6199 gals.).
 FQ0168
 FQ0168.The modeled gravity was interpolated from observed gravity values.
 FQ0168
 FQ0168;                    North         East    Units  Estimated Accuracy
 FQ0168;SPC AZ C     -   547,610.      259,950.      MT  (+/- 180 meters Scaled)
 FQ0168
 FQ0168                          SUPERSEDED SURVEY CONTROL
 FQ0168
 FQ0168  NGVD 29 (??/??/92) 1292.489  (m)         4240.44   (f) ADJ UNCH    1 2
 FQ0168
 FQ0168.Superseded values are not recommended for survey control.
 FQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0168.See file dsdata.txt to determine how the superseded data were derived.
 FQ0168
 FQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE638769(NAD 83)
 FQ0168_MARKER: DD = SURVEY DISK
 FQ0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0168_SP_SET: CULVERT
 FQ0168_STAMPING: EL 4240.10 STA 227
 FQ0168_MARK LOGO: AZHD  
 FQ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0168
 FQ0168  HISTORY     - Date     Condition        Report By
 FQ0168  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0168  HISTORY     - 1921     GOOD             NGS
 FQ0168  HISTORY     - 1983     POOR             NGS
 FQ0168
 FQ0168                          STATION DESCRIPTION
 FQ0168
 FQ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0168'4.2 MI N FROM CAMERON.
 FQ0168'4.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0168'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, AT A DOUBLE CONCRETE
 FQ0168'AND MASONRY BOX CULVERT, IN THE TOP OF THE EAST WINGWALL OF THE SOUTH
 FQ0168'ABUTMENT, AND 10 INCHES NORTHWEST OF THE END OF THE WINGWALL.  AN
 FQ0168'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL 4240.10 STA
 FQ0168'227.
 FQ0168
 FQ0168                          STATION RECOVERY (1983)
 FQ0168
 FQ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0168'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0543 ***********************************************************************
 CZ0543  DESIGNATION -  425+50
 CZ0543  PID         -  CZ0543
 CZ0543  STATE/COUNTY-  AZ/PIMA
 CZ0543  USGS QUAD   -  JAYNES (1992)
 CZ0543
 CZ0543                         *CURRENT SURVEY CONTROL
 CZ0543  ___________________________________________________________________
 CZ0543* NAD 83(1986)-  32 20 07.     (N)    111 03 47.     (W)     SCALED    
 CZ0543* NAVD 88     -       672.918  (meters)    2207.73   (feet)  ADJUSTED  
 CZ0543  ___________________________________________________________________
 CZ0543  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0543  DYNAMIC HT  -         672.009 (meters)    2204.75  (feet)  COMP
 CZ0543  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 CZ0543
 CZ0543  VERT ORDER  -  FIRST     CLASS II
 CZ0543
 CZ0543.The horizontal coordinates were scaled from a topographic map and have
 CZ0543.an estimated accuracy of +/- 6 seconds.
 CZ0543
 CZ0543.The orthometric height was determined by differential leveling
 CZ0543.and adjusted in June 1991.
 CZ0543
 CZ0543.The geoid height was determined by GEOID03.
 CZ0543
 CZ0543.The dynamic height is computed by dividing the NAVD 88
 CZ0543.geopotential number by the normal gravity value computed on the
 CZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0543.degrees latitude (g = 980.6199 gals.).
 CZ0543
 CZ0543.The modeled gravity was interpolated from observed gravity values.
 CZ0543
 CZ0543;                    North         East    Units  Estimated Accuracy
 CZ0543;SPC AZ C     -   148,360.      293,720.      MT  (+/- 180 meters Scaled)
 CZ0543
 CZ0543                          SUPERSEDED SURVEY CONTROL
 CZ0543
 CZ0543  NGVD 29 (??/??/92)  672.254  (m)         2205.55   (f) ADJ UNCH    1 2
 CZ0543
 CZ0543.Superseded values are not recommended for survey control.
 CZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0543.See file dsdata.txt to determine how the superseded data were derived.
 CZ0543
 CZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA940776(NAD 83)
 CZ0543_MARKER: DD = SURVEY DISK
 CZ0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0543_SP_SET: CULVERT
 CZ0543_STAMPING: 2206.20 1930 425+50
 CZ0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0543
 CZ0543  HISTORY     - Date     Condition        Report By
 CZ0543  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0543  HISTORY     - 1951     GOOD             NGS
 CZ0543  HISTORY     - 1960     GOOD             NGS
 CZ0543  HISTORY     - 1980     GOOD             NGS
 CZ0543  HISTORY     - 19970309 GOOD             USPSQD
 CZ0543  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0543  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0543
 CZ0543                          STATION DESCRIPTION
 CZ0543
 CZ0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0543'2.0 MI SE FROM CORTARO.
 CZ0543'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0543'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 0.2 MILE
 CZ0543'SOUTHEAST OF THE INTERSECTION OF HIGHWAY 84 AND THE INA ROAD LEADING
 CZ0543'EAST-WEST, AT RAILROAD BLOCK SIGNAL 974.2, IN TOP OF THE APPROXIMATE
 CZ0543'CENTER OF THE NORTHEAST HEADWALL OF A DOUBLE BOX-TYPE CONCRETE HIGHWAY
 CZ0543'CULVERT, 16 FEET NORTHEAST OF THE HIGHWAY CENTERLINE, AND ABOUT 1/2
 CZ0543'FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0543
 CZ0543                          STATION RECOVERY (1960)
 CZ0543
 CZ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0543'RECOVERED IN GOOD CONDITION.
 CZ0543
 CZ0543                          STATION RECOVERY (1980)
 CZ0543
 CZ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0543'15.6 KILOMETERS (9.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0543'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ0543'SOUTHEAST OF THE INTERSECTION OF THE FRONTAGE ROAD AND INA ROAD,
 CZ0543'SET IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CULVERT UNDER
 CZ0543'THE FRONTAGE ROAD, 32.8 METERS (108 FEET) SOUTHWEST OF THE SOUTHWEST
 CZ0543'RAIL AND 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0543'FRONTAGE ROAD. THE MARK WAS ESTABLISHED IN 1930 BUT RESTAMPED 1965.
 CZ0543'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 CZ0543
 CZ0543                          STATION RECOVERY (1997)
 CZ0543
 CZ0543'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0543'RECOVERED IN GOOD CONDITION.
 CZ0543
 CZ0543                          STATION RECOVERY (2006)
 CZ0543
 CZ0543'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0543'MARK NOT FOUND.CONCRETE FOR HEADWALL IS BROKEN UP.  AREA COVERED WITH
 CZ0543'HEAVY BRUSH.
 CZ0543
 CZ0543                          STATION RECOVERY (2006)
 CZ0543
 CZ0543'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0441 ***********************************************************************
 ET0441  DESIGNATION -  4250
 ET0441  PID         -  ET0441
 ET0441  STATE/COUNTY-  AZ/YAVAPAI
 ET0441  USGS QUAD   -  SKULL VALLEY (1979)
 ET0441
 ET0441                         *CURRENT SURVEY CONTROL
 ET0441  ___________________________________________________________________
 ET0441* NAD 83(1986)-  34 30 13.     (N)    112 41 08.     (W)     SCALED    
 ET0441* NAVD 88     -      1298.661  (meters)    4260.69   (feet)  POSTED    
 ET0441  ___________________________________________________________________
 ET0441  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 ET0441  DYNAMIC HT  -        1296.950 (meters)    4255.08  (feet)  COMP
 ET0441  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 ET0441
 ET0441  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0441
 ET0441.The horizontal coordinates were scaled from a topographic map and have
 ET0441.an estimated accuracy of +/- 6 seconds.
 ET0441
 ET0441.The orthometric height was determined by differential leveling
 ET0441.and adjusted in November 2005.
 ET0441.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0441.rate of 2.1 thru 3.0 mm/km.
 ET0441.WARNING-Repeat measurements at this control monument indicate possible
 ET0441.vertical movement.
 ET0441
 ET0441.The geoid height was determined by GEOID03.
 ET0441
 ET0441.The dynamic height is computed by dividing the NAVD 88
 ET0441.geopotential number by the normal gravity value computed on the
 ET0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0441.degrees latitude (g = 980.6199 gals.).
 ET0441
 ET0441.The modeled gravity was interpolated from observed gravity values.
 ET0441
 ET0441;                    North         East    Units  Estimated Accuracy
 ET0441;SPC AZ C     -   388,780.      142,760.      MT  (+/- 180 meters Scaled)
 ET0441
 ET0441                          SUPERSEDED SURVEY CONTROL
 ET0441
 ET0441  NGVD 29 (??/??/92) 1297.865  (m)         4258.08   (f) ADJ UNCH    1 2
 ET0441
 ET0441.Superseded values are not recommended for survey control.
 ET0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0441.See file dsdata.txt to determine how the superseded data were derived.
 ET0441
 ET0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD452192(NAD 83)
 ET0441_MARKER: P = PIPE CAP
 ET0441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0441_STAMPING: 4250 PRSCT
 ET0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0441
 ET0441  HISTORY     - Date     Condition        Report By
 ET0441  HISTORY     - UNK      MONUMENTED       USGS
 ET0441  HISTORY     - 1950     GOOD             NGS
 ET0441  HISTORY     - 1960     GOOD             NGS
 ET0441
 ET0441                          STATION DESCRIPTION
 ET0441
 ET0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0441'IN SKULL VALLEY.
 ET0441'AT SKULL VALLEY, ABOUT 0.4 MILE NORTH ALONG THE ATCHISON, TOPEKA AND
 ET0441'SANTA FE RAILWAY FROM THE STATION, 132.9 FEET WEST OF THE WEST RAIL,
 ET0441'90.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE GENERAL STORE AND POST
 ET0441'OFFICE, 41 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 31 1/2
 ET0441'FEET SOUTH OF THE NORTHEAST CORNER OF A HORSE CORRAL, 2.0 FEET WEST OF
 ET0441'A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF
 ET0441'A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 ET0441
 ET0441                          STATION RECOVERY (1960)
 ET0441
 ET0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ET0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0110 ***********************************************************************
 CG0110  DESIGNATION -  4255.91
 CG0110  PID         -  CG0110
 CG0110  STATE/COUNTY-  AZ/COCHISE
 CG0110  USGS QUAD   -  SAINT DAVID (1973)
 CG0110
 CG0110                         *CURRENT SURVEY CONTROL
 CG0110  ___________________________________________________________________
 CG0110* NAD 83(1986)-  31 59 47.     (N)    110 09 54.     (W)     SCALED    
 CG0110* NAVD 88     -      1297.690  (meters)    4257.50   (feet)  ADJUSTED  
 CG0110  ___________________________________________________________________
 CG0110  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG0110  DYNAMIC HT  -        1295.722 (meters)    4251.05  (feet)  COMP
 CG0110  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 CG0110  OBS GRAVITY -     979,075.8   (mgal)                       GRAV_OBS
 CG0110
 CG0110  VERT ORDER  -  FIRST     CLASS II
 CG0110
 CG0110.The horizontal coordinates were scaled from a topographic map and have
 CG0110.an estimated accuracy of +/- 6 seconds.
 CG0110
 CG0110.The orthometric height was determined by differential leveling
 CG0110.and adjusted in June 1991.
 CG0110
 CG0110.The geoid height was determined by GEOID03.
 CG0110
 CG0110.The dynamic height is computed by dividing the NAVD 88
 CG0110.geopotential number by the normal gravity value computed on the
 CG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0110.degrees latitude (g = 980.6199 gals.).
 CG0110
 CG0110.The modeled gravity was interpolated from observed gravity values.
 CG0110.The observed gravity was obtained from relative gravimeter ties
 CG0110.to the IGSN71 gravity network.
 CG0110
 CG0110;                    North         East    Units  Estimated Accuracy
 CG0110;SPC AZ E     -   110,470.      213,520.      MT  (+/- 180 meters Scaled)
 CG0110
 CG0110                          SUPERSEDED SURVEY CONTROL
 CG0110
 CG0110  NGVD 29 (??/??/92) 1296.823  (m)         4254.66   (f) ADJ UNCH    1 2
 CG0110
 CG0110.Superseded values are not recommended for survey control.
 CG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0110.See file dsdata.txt to determine how the superseded data were derived.
 CG0110
 CG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA788403(NAD 83)
 CG0110_MARKER: DD = SURVEY DISK
 CG0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0110_SP_SET: BRIDGE
 CG0110_STAMPING: 4255.91
 CG0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0110
 CG0110  HISTORY     - Date     Condition        Report By
 CG0110  HISTORY     - UNK      MONUMENTED       AZHD
 CG0110  HISTORY     - 1960     GOOD             NGS
 CG0110  HISTORY     - 1979     GOOD             NGS
 CG0110
 CG0110                          STATION DESCRIPTION
 CG0110
 CG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0110'8.4 MI E FROM BENSON.
 CG0110'8.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0110'86, 85.6 FEET NORTHWEST OF CENTERLINE OF WESTBOUND TRAFFIC LANE OF
 CG0110'HIGHWAY, 21 FEET NORTHWEST OF AN EXIT ROAD, CEMENTED IN THE CENTER OF
 CG0110'THE NORTHWEST HEADWALL OF A CONCRETE BRIDGE, ABOUT 2 FEET LOWER THAN
 CG0110'THE HIGHWAY.
 CG0110
 CG0110                          STATION RECOVERY (1979)
 CG0110
 CG0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0110'14.6 KILOMETERS (9.1 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0110'OCOTILLO STREET UNDERPASS AT BENSON, 0.3 KILOMETER (0.2 MILE)
 CG0110'NORTHEAST OF THE CROSSING OF A POWER LINE, AT A 1.5- BY 2.4-METER
 CG0110'BOX CULVERT, IN THE TOP CENTER OF THE NORTHWEST HEADWALL, 7.2 METERS
 CG0110'(23.7 FEET) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST FRONTAGE
 CG0110'ROAD.
 CG0110'THE MARK IS 1.5 M BELOW FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0256 ***********************************************************************
 GP0256  DESIGNATION -  4257.68
 GP0256  PID         -  GP0256
 GP0256  STATE/COUNTY-  AZ/COCONINO
 GP0256  USGS QUAD   -  EMMETT WASH (1985)
 GP0256
 GP0256                         *CURRENT SURVEY CONTROL
 GP0256  ___________________________________________________________________
 GP0256* NAD 83(1986)-  36 43 25.     (N)    111 46 01.     (W)     SCALED    
 GP0256* NAVD 88     -      1294.999  (meters)    4248.68   (feet)  POSTED    
 GP0256  ___________________________________________________________________
 GP0256  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GP0256  DYNAMIC HT  -        1293.490 (meters)    4243.73  (feet)  COMP
 GP0256  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 GP0256
 GP0256  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0256
 GP0256.The horizontal coordinates were scaled from a topographic map and have
 GP0256.an estimated accuracy of +/- 6 seconds.
 GP0256
 GP0256.The orthometric height was determined by differential leveling
 GP0256.and adjusted by the  in 1992.
 GP0256.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0256.rate of 0.0 thru 1.0 mm/km.
 GP0256
 GP0256.The geoid height was determined by GEOID03.
 GP0256
 GP0256.The dynamic height is computed by dividing the NAVD 88
 GP0256.geopotential number by the normal gravity value computed on the
 GP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0256.degrees latitude (g = 980.6199 gals.).
 GP0256
 GP0256.The modeled gravity was interpolated from observed gravity values.
 GP0256
 GP0256;                    North         East    Units  Estimated Accuracy
 GP0256;SPC AZ C     -   634,810.      226,730.      MT  (+/- 180 meters Scaled)
 GP0256
 GP0256                          SUPERSEDED SURVEY CONTROL
 GP0256
 GP0256  NGVD 29 (??/??/92) 1294.080  (m)         4245.66   (f) ADJ UNCH    1 2
 GP0256
 GP0256.Superseded values are not recommended for survey control.
 GP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0256.See file dsdata.txt to determine how the superseded data were derived.
 GP0256
 GP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF315644(NAD 83)
 GP0256_MARKER: DD = SURVEY DISK
 GP0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0256_SP_SET: CULVERT
 GP0256_STAMPING: 4257.68 567+45.9 1934
 GP0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0256
 GP0256  HISTORY     - Date     Condition        Report By
 GP0256  HISTORY     - 1934     MONUMENTED       AZHD
 GP0256
 GP0256                          STATION DESCRIPTION
 GP0256
 GP0256'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0256'10.3 MI SW FROM MARBLE CANYON.
 GP0256'10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0256'MARBLE CANYON, COCONINO COUNTY, AT A 6- BY 16-FOOT CONCRETE-BOX
 GP0256'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN
 GP0256'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4257.68
 GP0256'567+45.9 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0319 ***********************************************************************
 CG0319  DESIGNATION -  4263
 CG0319  PID         -  CG0319
 CG0319  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0319  USGS QUAD   -  MT HUGHES (1982)
 CG0319
 CG0319                         *CURRENT SURVEY CONTROL
 CG0319  ___________________________________________________________________
 CG0319* NAD 83(1986)-  31 35 55.     (N)    110 43 22.     (W)     SCALED    
 CG0319* NAVD 88     -      1303.89   (+/-2cm)    4277.8    (feet)  VERTCON   
 CG0319  ___________________________________________________________________
 CG0319  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CG0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0319
 CG0319.The horizontal coordinates were scaled from a topographic map and have
 CG0319.an estimated accuracy of +/- 6 seconds.
 CG0319
 CG0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0319.The vertical order pertains to the NGVD 29 superseded value.
 CG0319
 CG0319.The geoid height was determined by GEOID03.
 CG0319
 CG0319;                    North         East    Units  Estimated Accuracy
 CG0319;SPC AZ C     -    66,980.      326,660.      MT  (+/- 180 meters Scaled)
 CG0319
 CG0319                          SUPERSEDED SURVEY CONTROL
 CG0319
 CG0319  NGVD 29 (??/??/92) 1302.978  (m)         4274.85   (f) ADJ UNCH    2 0
 CG0319
 CG0319.Superseded values are not recommended for survey control.
 CG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0319.See file dsdata.txt to determine how the superseded data were derived.
 CG0319
 CG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV262959(NAD 83)
 CG0319_MARKER: P = PIPE CAP
 CG0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0319_STAMPING: 4263 NOGLS
 CG0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0319
 CG0319  HISTORY     - Date     Condition        Report By
 CG0319  HISTORY     - UNK      MONUMENTED       USGS
 CG0319  HISTORY     - 1934     GOOD             NGS
 CG0319
 CG0319                          STATION DESCRIPTION
 CG0319
 CG0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0319'4.6 MI NE FROM PATAGONIA.
 CG0319'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0319'STATION AT PATAGONIA, SANTA CRUZ COUNTY, AT CATTLEGUARD 1090 D, AT THE
 CG0319'CROSSING OF STATE HIGHWAY 82, 45 FEET WEST OF THE CENTERLINE OF THE
 CG0319'TRACK, 20 FEET SOUTH OF THE HIGHWAY, 30 FEET WEST OF A ROW OF POLES,
 CG0319'AND 20 FEET NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 CG0319'SURVEY STANDARD CAP, STAMPED 4263 NOGLS AND RIVETED ON THE TOP OF A
 CG0319'3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0072 ***********************************************************************
 GP0072  DESIGNATION -  4275.62
 GP0072  PID         -  GP0072
 GP0072  STATE/COUNTY-  AZ/COCONINO
 GP0072  USGS QUAD   -  PAGE (1985)
 GP0072
 GP0072                         *CURRENT SURVEY CONTROL
 GP0072  ___________________________________________________________________
 GP0072* NAD 83(1986)-  36 55 16.     (N)    111 27 28.     (W)     SCALED    
 GP0072* NAVD 88     -      1304.115  (meters)    4278.58   (feet)  ADJUSTED  
 GP0072  ___________________________________________________________________
 GP0072  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0072  DYNAMIC HT  -        1302.620 (meters)    4273.68  (feet)  COMP
 GP0072  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 GP0072
 GP0072  VERT ORDER  -  FIRST     CLASS II
 GP0072
 GP0072.The horizontal coordinates were scaled from a topographic map and have
 GP0072.an estimated accuracy of +/- 6 seconds.
 GP0072
 GP0072.The orthometric height was determined by differential leveling
 GP0072.and adjusted in June 1991.
 GP0072
 GP0072.The geoid height was determined by GEOID03.
 GP0072
 GP0072.The dynamic height is computed by dividing the NAVD 88
 GP0072.geopotential number by the normal gravity value computed on the
 GP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0072.degrees latitude (g = 980.6199 gals.).
 GP0072
 GP0072.The modeled gravity was interpolated from observed gravity values.
 GP0072
 GP0072;                    North         East    Units  Estimated Accuracy
 GP0072;SPC AZ C     -   656,810.      254,250.      MT  (+/- 180 meters Scaled)
 GP0072
 GP0072                          SUPERSEDED SURVEY CONTROL
 GP0072
 GP0072  NGVD 29 (??/??/92) 1303.226  (m)         4275.67   (f) ADJ UNCH    1 2
 GP0072
 GP0072.Superseded values are not recommended for survey control.
 GP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0072.See file dsdata.txt to determine how the superseded data were derived.
 GP0072
 GP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF592862(NAD 83)
 GP0072_MARKER: DD = SURVEY DISK
 GP0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0072+STABILITY: SURFACE MOTION
 GP0072
 GP0072  HISTORY     - Date     Condition        Report By
 GP0072  HISTORY     - UNK      MONUMENTED       BOR
 GP0072  HISTORY     - 1962     GOOD             NGS
 GP0072
 GP0072                          STATION DESCRIPTION
 GP0072
 GP0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0072'IN PAGE.
 GP0072'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0072'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  IN THE CENTER OF THE
 GP0072'INTERSECTION OF NAVAJO DRIVE AND NINTH AVENUE, 91.5 FEET SOUTHEAST OF
 GP0072'THE SOUTHEAST CORNER OF THE FIRESTONE STORE, 133 FEET NORTHEAST OF THE
 GP0072'NORTHEAST FACE OF THE MAVERICK SERVICE STATION, 1 FOOT BELOW THE
 GP0072'SURFACE OF THE STREET, IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH
 GP0072'IS HAD THROUGH A ROUND, 10-INCH METAL PLATE WHICH IS FLUSH WITH THE
 GP0072'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0071 ***********************************************************************
 GP0071  DESIGNATION -  4280.93
 GP0071  PID         -  GP0071
 GP0071  STATE/COUNTY-  AZ/COCONINO
 GP0071  USGS QUAD   -  PAGE (1985)
 GP0071
 GP0071                         *CURRENT SURVEY CONTROL
 GP0071  ___________________________________________________________________
 GP0071* NAD 83(1986)-  36 55 08.     (N)    111 27 36.     (W)     SCALED    
 GP0071* NAVD 88     -      1305.721  (meters)    4283.85   (feet)  ADJUSTED  
 GP0071  ___________________________________________________________________
 GP0071  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0071  DYNAMIC HT  -        1304.223 (meters)    4278.94  (feet)  COMP
 GP0071  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 GP0071
 GP0071  VERT ORDER  -  FIRST     CLASS II
 GP0071
 GP0071.The horizontal coordinates were scaled from a topographic map and have
 GP0071.an estimated accuracy of +/- 6 seconds.
 GP0071
 GP0071.The orthometric height was determined by differential leveling
 GP0071.and adjusted in June 1991.
 GP0071
 GP0071.The geoid height was determined by GEOID03.
 GP0071
 GP0071.The dynamic height is computed by dividing the NAVD 88
 GP0071.geopotential number by the normal gravity value computed on the
 GP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0071.degrees latitude (g = 980.6199 gals.).
 GP0071
 GP0071.The modeled gravity was interpolated from observed gravity values.
 GP0071
 GP0071;                    North         East    Units  Estimated Accuracy
 GP0071;SPC AZ C     -   656,570.      254,050.      MT  (+/- 180 meters Scaled)
 GP0071
 GP0071                          SUPERSEDED SURVEY CONTROL
 GP0071
 GP0071  NGVD 29 (??/??/92) 1304.831  (m)         4280.93   (f) ADJ UNCH    1 2
 GP0071
 GP0071.Superseded values are not recommended for survey control.
 GP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0071.See file dsdata.txt to determine how the superseded data were derived.
 GP0071
 GP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF590859(NAD 83)
 GP0071_MARKER: DD = SURVEY DISK
 GP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0071+STABILITY: SURFACE MOTION
 GP0071
 GP0071  HISTORY     - Date     Condition        Report By
 GP0071  HISTORY     - UNK      MONUMENTED       BOR
 GP0071  HISTORY     - 1962     GOOD             NGS
 GP0071
 GP0071                          STATION DESCRIPTION
 GP0071
 GP0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0071'IN PAGE.
 GP0071'AT PAGE.  IN THE CENTER OF THE INTERSECTION OF NAVAJO DRIVE AND
 GP0071'SEVENTH AVENUE, 142.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GP0071'THE U.S. BUREAU OF RECLAMATION LABORATORY BUILDING, 160 FEET
 GP0071'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WILSHIRE SERVICE STATION,
 GP0071'1.0 FOOT BELOW THE SURFACE OF THE STREET, AND IN THE TOP OF A CONCRETE
 GP0071'POST, ACCESS TO WHICH IS HAD THROUGH A ROUND, 10-INCH METAL PLATE
 GP0071'WHICH IS FLUSH WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0498 ***********************************************************************
 ES0498  DESIGNATION -  4288.2
 ES0498  PID         -  ES0498
 ES0498  STATE/COUNTY-  AZ/COCONINO
 ES0498  USGS QUAD   -  SEDONA (1969)
 ES0498
 ES0498                         *CURRENT SURVEY CONTROL
 ES0498  ___________________________________________________________________
 ES0498* NAD 83(1986)-  34 52 26.     (N)    111 45 21.     (W)     SCALED    
 ES0498* NAVD 88     -      1308.093  (meters)    4291.64   (feet)  ADJUSTED  
 ES0498  ___________________________________________________________________
 ES0498  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0498  DYNAMIC HT  -        1306.407 (meters)    4286.10  (feet)  COMP
 ES0498  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 ES0498
 ES0498  VERT ORDER  -  FIRST     CLASS II
 ES0498
 ES0498.The horizontal coordinates were scaled from a topographic map and have
 ES0498.an estimated accuracy of +/- 6 seconds.
 ES0498
 ES0498.The orthometric height was determined by differential leveling
 ES0498.and adjusted in June 1991.
 ES0498
 ES0498.The geoid height was determined by GEOID03.
 ES0498
 ES0498.The dynamic height is computed by dividing the NAVD 88
 ES0498.geopotential number by the normal gravity value computed on the
 ES0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0498.degrees latitude (g = 980.6199 gals.).
 ES0498
 ES0498.The modeled gravity was interpolated from observed gravity values.
 ES0498
 ES0498;                    North         East    Units  Estimated Accuracy
 ES0498;SPC AZ C     -   429,600.      228,060.      MT  (+/- 180 meters Scaled)
 ES0498
 ES0498                          SUPERSEDED SURVEY CONTROL
 ES0498
 ES0498  NGVD 29 (??/??/92) 1307.277  (m)         4288.96   (f) ADJ UNCH    1 2
 ES0498
 ES0498.Superseded values are not recommended for survey control.
 ES0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0498.See file dsdata.txt to determine how the superseded data were derived.
 ES0498
 ES0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD309593(NAD 83)
 ES0498_MARKER: O = CHISELED CIRCLE
 ES0498_SETTING: 66 = SET IN ROCK OUTCROP
 ES0498_SP_SET: ROCK LEDGE
 ES0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0498+STABILITY: POSITION/ELEVATION WELL
 ES0498
 ES0498  HISTORY     - Date     Condition        Report By
 ES0498  HISTORY     - UNK      MONUMENTED       USGS
 ES0498  HISTORY     - 1933     GOOD             NGS
 ES0498
 ES0498                          STATION DESCRIPTION
 ES0498
 ES0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0498'1.1 MI N FROM SEDONA.
 ES0498'AT SIDE OF HIGHWAY, WEST OF CANYON, 25 FEET SOUTHWEST OF CATTLE GUARD
 ES0498'ACROSS HIGHWAY, ON LEDGE OF ROCK PAINTED WHITE U.S.B.M. 4288.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0305 ***********************************************************************
 CZ0305  DESIGNATION -  4290
 CZ0305  PID         -  CZ0305
 CZ0305  STATE/COUNTY-  AZ/PINAL
 CZ0305  USGS QUAD   -  ORACLE (1988)
 CZ0305
 CZ0305                         *CURRENT SURVEY CONTROL
 CZ0305  ___________________________________________________________________
 CZ0305* NAD 83(1986)-  32 37 09.     (N)    110 47 54.     (W)     SCALED    
 CZ0305* NAVD 88     -      1308.62   (+/-2cm)    4293.4    (feet)  VERTCON   
 CZ0305  ___________________________________________________________________
 CZ0305  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CZ0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0305
 CZ0305.The horizontal coordinates were scaled from a topographic map and have
 CZ0305.an estimated accuracy of +/- 6 seconds.
 CZ0305
 CZ0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0305.The vertical order pertains to the NGVD 29 superseded value.
 CZ0305
 CZ0305.The geoid height was determined by GEOID03.
 CZ0305
 CZ0305;                    North         East    Units  Estimated Accuracy
 CZ0305;SPC AZ C     -   180,070.      318,310.      MT  (+/- 180 meters Scaled)
 CZ0305
 CZ0305                          SUPERSEDED SURVEY CONTROL
 CZ0305
 CZ0305  NGVD 29 (??/??/92) 1307.870  (m)         4290.90   (f) ADJ UNCH    2 0
 CZ0305
 CZ0305.Superseded values are not recommended for survey control.
 CZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0305.See file dsdata.txt to determine how the superseded data were derived.
 CZ0305
 CZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB189090(NAD 83)
 CZ0305_MARKER: N = NAIL
 CZ0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0305_SP_SET: TREE BASE
 CZ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0305
 CZ0305  HISTORY     - Date     Condition        Report By
 CZ0305  HISTORY     - UNK      MONUMENTED       USGS
 CZ0305  HISTORY     - 1934     GOOD             NGS
 CZ0305
 CZ0305                          STATION DESCRIPTION
 CZ0305
 CZ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0305'1.8 MI W FROM ORACLE.
 CZ0305'1.8 MILES WEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY, 120
 CZ0305'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE WEST BASE OF A
 CZ0305'PROMINENT MESQUITE TREE, AND ABOUT 6 INCHES ABOVE THE GROUND.  A
 CZ0305'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1580 ***********************************************************************
 DV1580  DESIGNATION -  43 A
 DV1580  PID         -  DV1580
 DV1580  STATE/COUNTY-  AZ/MARICOPA
 DV1580  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1580
 DV1580                         *CURRENT SURVEY CONTROL
 DV1580  ___________________________________________________________________
 DV1580* NAD 83(1986)-  33 33 21.     (N)    113 16 19.     (W)     SCALED    
 DV1580* NAVD 88     -       406.41   (+/-2cm)    1333.4    (feet)  VERTCON   
 DV1580  ___________________________________________________________________
 DV1580  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1580
 DV1580.The horizontal coordinates were scaled from a topographic map and have
 DV1580.an estimated accuracy of +/- 6 seconds.
 DV1580
 DV1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1580.The vertical order pertains to the NGVD 29 superseded value.
 DV1580
 DV1580.The geoid height was determined by GEOID03.
 DV1580
 DV1580;                    North         East    Units  Estimated Accuracy
 DV1580;SPC AZ C     -   284,220.       87,510.      MT  (+/- 180 meters Scaled)
 DV1580
 DV1580                          SUPERSEDED SURVEY CONTROL
 DV1580
 DV1580  NGVD 29 (??/??/92)  405.799  (m)         1331.36   (f) ADJ UNCH    2 0
 DV1580
 DV1580.Superseded values are not recommended for survey control.
 DV1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1580.See file dsdata.txt to determine how the superseded data were derived.
 DV1580
 DV1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC890152(NAD 83)
 DV1580_MARKER: DD = SURVEY DISK
 DV1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1580_STAMPING: 43 A 1962
 DV1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1580+STABILITY: SURFACE MOTION
 DV1580
 DV1580  HISTORY     - Date     Condition        Report By
 DV1580  HISTORY     - 1962     MONUMENTED       AZHD
 DV1580
 DV1580                          STATION DESCRIPTION
 DV1580
 DV1580'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1580'27.3 MI SE FROM SALOME.
 DV1580'0.5 MILE EAST-SOUTHEAST OF N 413 43, AN ARIZONA HIGHWAY DEPARTMENT
 DV1580'DISK STAMPED 43 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1580'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1580'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0833 ***********************************************************************
 FQ0833  DESIGNATION -  43 BKC
 FQ0833  PID         -  FQ0833
 FQ0833  STATE/COUNTY-  AZ/COCONINO
 FQ0833  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0833
 FQ0833                         *CURRENT SURVEY CONTROL
 FQ0833  ___________________________________________________________________
 FQ0833* NAD 83(1986)-  35 34 07.     (N)    111 06 56.     (W)     SCALED    
 FQ0833* NAVD 88     -      1486.615  (meters)    4877.34   (feet)  POSTED    
 FQ0833  ___________________________________________________________________
 FQ0833  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0833  DYNAMIC HT  -        1484.710 (meters)    4871.09  (feet)  COMP
 FQ0833  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 FQ0833
 FQ0833  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0833
 FQ0833.The horizontal coordinates were scaled from a topographic map and have
 FQ0833.an estimated accuracy of +/- 6 seconds.
 FQ0833
 FQ0833.The orthometric height was determined by differential leveling
 FQ0833.and adjusted by the  in 1992.
 FQ0833.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0833.rate of 0.0 thru 1.0 mm/km.
 FQ0833
 FQ0833.The geoid height was determined by GEOID03.
 FQ0833
 FQ0833.The dynamic height is computed by dividing the NAVD 88
 FQ0833.geopotential number by the normal gravity value computed on the
 FQ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0833.degrees latitude (g = 980.6199 gals.).
 FQ0833
 FQ0833.The modeled gravity was interpolated from observed gravity values.
 FQ0833
 FQ0833;                    North         East    Units  Estimated Accuracy
 FQ0833;SPC AZ C     -   506,950.      285,980.      MT  (+/- 180 meters Scaled)
 FQ0833
 FQ0833                          SUPERSEDED SURVEY CONTROL
 FQ0833
 FQ0833.No superseded survey control is available for this station.
 FQ0833
 FQ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE895361(NAD 83)
 FQ0833_MARKER: DB = BENCH MARK DISK
 FQ0833_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0833_SP_SET: ROCK OUTCROP
 FQ0833_STAMPING: 43 BKC 1968
 FQ0833_MARK LOGO: USGS  
 FQ0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0833+STABILITY: POSITION/ELEVATION WELL
 FQ0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0833+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0833
 FQ0833  HISTORY     - Date     Condition        Report By
 FQ0833  HISTORY     - 1968     MONUMENTED       USGS
 FQ0833
 FQ0833                          STATION DESCRIPTION
 FQ0833
 FQ0833'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0833'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0833'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0833'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0833'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0833'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0833'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 0.7
 FQ0833'MILES SOUTHWEST ALONG A DIRT ROAD, 47 FEET NORTH AND 7 FEET HIGHER
 FQ0833'THAN THE CENTER OF THE ROAD, 2 FEET EAST OF A WITNESS POST, IN A ROCK
 FQ0833'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0635 ***********************************************************************
 FP0635  DESIGNATION -  43 HLS
 FP0635  PID         -  FP0635
 FP0635  STATE/COUNTY-  AZ/APACHE
 FP0635  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0635
 FP0635                         *CURRENT SURVEY CONTROL
 FP0635  ___________________________________________________________________
 FP0635* NAD 83(1986)-  35 36 36.     (N)    109 32 26.     (W)     SCALED    
 FP0635* NAVD 88     -      2045.295  (meters)    6710.27   (feet)  ADJUSTED  
 FP0635  ___________________________________________________________________
 FP0635  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 FP0635  DYNAMIC HT  -        2042.446 (meters)    6700.92  (feet)  COMP
 FP0635  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 FP0635
 FP0635  VERT ORDER  -  SECOND    CLASS II
 FP0635
 FP0635.The horizontal coordinates were scaled from a topographic map and have
 FP0635.an estimated accuracy of +/- 6 seconds.
 FP0635
 FP0635.The orthometric height was determined by differential leveling
 FP0635.and adjusted in June 1991.
 FP0635
 FP0635.The geoid height was determined by GEOID03.
 FP0635
 FP0635.The dynamic height is computed by dividing the NAVD 88
 FP0635.geopotential number by the normal gravity value computed on the
 FP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0635.degrees latitude (g = 980.6199 gals.).
 FP0635
 FP0635.The modeled gravity was interpolated from observed gravity values.
 FP0635
 FP0635;                    North         East    Units  Estimated Accuracy
 FP0635;SPC AZ E     -   511,430.      270,080.      MT  (+/- 180 meters Scaled)
 FP0635
 FP0635                          SUPERSEDED SURVEY CONTROL
 FP0635
 FP0635  NGVD 29 (??/??/92) 2044.26   (m)         6706.9    (f) COMPUTED    2 2
 FP0635
 FP0635.Superseded values are not recommended for survey control.
 FP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0635.See file dsdata.txt to determine how the superseded data were derived.
 FP0635
 FP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE321416(NAD 83)
 FP0635_MARKER: DB = BENCH MARK DISK
 FP0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0635_SP_SET: COPPER-CLAD STEEL ROD
 FP0635_STAMPING: 43 HLS 1970 6707
 FP0635_MARK LOGO: USGS  
 FP0635_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0635+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0635
 FP0635  HISTORY     - Date     Condition        Report By
 FP0635  HISTORY     - 1970     MONUMENTED       USGS
 FP0635
 FP0635                          STATION DESCRIPTION
 FP0635
 FP0635'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0635'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0635'OFFICE AT GANADO, ARIZONA), PROCEED 7.7 MILES NORTH ALONG STATE
 FP0635'HIGHWAY 63 TO A CROSSROAD AND UNDERGROUND PIPELINE CROSSING, 215 FEET
 FP0635'SOUTH OF THE CROSSROAD, 72 FEET EAST AND 6 FEET HIGHER THAN THE
 FP0635'HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0635'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1756 ***********************************************************************
 DU1756  DESIGNATION -  430+99.75
 DU1756  PID         -  DU1756
 DU1756  STATE/COUNTY-  AZ/MARICOPA
 DU1756  USGS QUAD   -  CURRYS CORNER (1982)
 DU1756
 DU1756                         *CURRENT SURVEY CONTROL
 DU1756  ___________________________________________________________________
 DU1756* NAD 83(1986)-  33 38 26.     (N)    111 56 13.     (W)     SCALED    
 DU1756* NAVD 88     -       463.188  (meters)    1519.64   (feet)  ADJUSTED  
 DU1756  ___________________________________________________________________
 DU1756  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1756  DYNAMIC HT  -         462.636 (meters)    1517.83  (feet)  COMP
 DU1756  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 DU1756
 DU1756  VERT ORDER  -  SECOND    CLASS I
 DU1756
 DU1756.The horizontal coordinates were scaled from a topographic map and have
 DU1756.an estimated accuracy of +/- 6 seconds.
 DU1756
 DU1756.The orthometric height was determined by differential leveling
 DU1756.and adjusted in November 1993.
 DU1756
 DU1756.The geoid height was determined by GEOID03.
 DU1756
 DU1756.The dynamic height is computed by dividing the NAVD 88
 DU1756.geopotential number by the normal gravity value computed on the
 DU1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1756.degrees latitude (g = 980.6199 gals.).
 DU1756
 DU1756.The modeled gravity was interpolated from observed gravity values.
 DU1756
 DU1756;                    North         East    Units  Estimated Accuracy
 DU1756;SPC AZ C     -   292,790.      211,480.      MT  (+/- 180 meters Scaled)
 DU1756
 DU1756                          SUPERSEDED SURVEY CONTROL
 DU1756
 DU1756.No superseded survey control is available for this station.
 DU1756
 DU1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131226(NAD 83)
 DU1756_MARKER: DD = SURVEY DISK
 DU1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1756_SP_SET: CONCRETE POST
 DU1756_STAMPING: 430+99.75
 DU1756_MARK LOGO: BOR   
 DU1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1756+STABILITY: SURFACE MOTION
 DU1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1756+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2008
 DU1756
 DU1756  HISTORY     - Date     Condition        Report By
 DU1756  HISTORY     - UNK      MONUMENTED       BOR
 DU1756  HISTORY     - 1984     GOOD             AZDT
 DU1756  HISTORY     - 20040628 GOOD             CAP
 DU1756  HISTORY     - 20080719 GOOD             GEOCAC
 DU1756
 DU1756                          STATION DESCRIPTION
 DU1756
 DU1756'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1756'IN PHOENIX.
 DU1756'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1756'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1756'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1756'FENCE OF THE CANAL FOR 9.98 KM (6.20 MI) TO THE MARK, 2.85 METERS
 DU1756'(9.3 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 38.1 METERS
 DU1756'(125.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1756
 DU1756                          STATION RECOVERY (2004)
 DU1756
 DU1756'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1756'RECOVERED IN GOOD CONDITION.
 DU1756
 DU1756                          STATION RECOVERY (2008)
 DU1756
 DU1756'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1756'RECOVERED IN GOOD CONDITION.  MARK IS WELL MARKED BY STAKES AND A
 DU1756'WITNESS POST.  HANDHELD
 DU1756'GPSR INDICATED COORDINATES OF N 33 38.441 W 111 56.210.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0206 ***********************************************************************
 ET0206  DESIGNATION -  4302.94
 ET0206  PID         -  ET0206
 ET0206  STATE/COUNTY-  AZ/YAVAPAI
 ET0206  USGS QUAD   -  ESTLER PEAK (1974)
 ET0206
 ET0206                         *CURRENT SURVEY CONTROL
 ET0206  ___________________________________________________________________
 ET0206* NAD 83(1986)-  34 27 44.     (N)    112 01 42.     (W)     SCALED    
 ET0206* NAVD 88     -      1312.35   (+/-2cm)    4305.6    (feet)  VERTCON   
 ET0206  ___________________________________________________________________
 ET0206  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0206
 ET0206.The horizontal coordinates were scaled from a topographic map and have
 ET0206.an estimated accuracy of +/- 6 seconds.
 ET0206
 ET0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0206.The vertical order pertains to the NGVD 29 superseded value.
 ET0206
 ET0206.The geoid height was determined by GEOID03.
 ET0206
 ET0206;                    North         East    Units  Estimated Accuracy
 ET0206;SPC AZ C     -   383,930.      203,100.      MT  (+/- 180 meters Scaled)
 ET0206
 ET0206                          SUPERSEDED SURVEY CONTROL
 ET0206
 ET0206  NGVD 29 (??/??/92) 1311.589  (m)         4303.10   (f) ADJ UNCH    2 0
 ET0206
 ET0206.Superseded values are not recommended for survey control.
 ET0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0206.See file dsdata.txt to determine how the superseded data were derived.
 ET0206
 ET0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD055138(NAD 83)
 ET0206_MARKER: DD = SURVEY DISK
 ET0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0206_SP_SET: CULVERT
 ET0206_STAMPING: 4302.94 3840+75 1953
 ET0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0206+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0206
 ET0206  HISTORY     - Date     Condition        Report By
 ET0206  HISTORY     - 1953     MONUMENTED       AZDT
 ET0206  HISTORY     - 1959     GOOD             NGS
 ET0206  HISTORY     - 20080816 GOOD             GEOCAC
 ET0206  HISTORY     - 20080816 GOOD             GEOCAC
 ET0206
 ET0206                          STATION DESCRIPTION
 ET0206
 ET0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0206'14.5 MI SW FROM CAMP VERDE.
 ET0206'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0206'OFFICE IN CAMP VERDE, THENCE 11.5 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0206'0.2 MILE NORTH OF MILEPOST 274, 35 FEET EAST OF THE CENTER OF THE
 ET0206'HIGHWAY, SET IN THE CENTER OF THE EAST HEADWALL OF A 7 FOOT CONCRETE
 ET0206'CULVERT.
 ET0206
 ET0206                          STATION RECOVERY (2008)
 ET0206
 ET0206'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0206'GPSR COORDINATES (NAD 83) N34 227.718 W112 01.707
 ET0206'4,288 FT ASL
 ET0206' 
 ET0206
 ET0206                          STATION RECOVERY (2008)
 ET0206
 ET0206'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0206'GPSR COORDINATES (NAD 83) N34 27.718 W112 01.707
 ET0206'4,288 FT ASL
 ET0206'HIGHWAY 79 IS NOW KNOWN AS INTERSTATE 17.
 ET0206' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0170 ***********************************************************************
 CF0170  DESIGNATION -  4308
 CF0170  PID         -  CF0170
 CF0170  STATE/COUNTY-  AZ/COCHISE
 CF0170  USGS QUAD   -  PEARCE (1985)
 CF0170
 CF0170                         *CURRENT SURVEY CONTROL
 CF0170  ___________________________________________________________________
 CF0170* NAD 83(1986)-  31 56 20.     (N)    109 49 46.     (W)     SCALED    
 CF0170* NAVD 88     -      1317.226  (meters)    4321.60   (feet)  ADJUSTED  
 CF0170  ___________________________________________________________________
 CF0170  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CF0170  DYNAMIC HT  -        1315.206 (meters)    4314.97  (feet)  COMP
 CF0170  MODELED GRAV-     979,060.2   (mgal)                       NAVD 88
 CF0170
 CF0170  VERT ORDER  -  FIRST     CLASS II
 CF0170
 CF0170.The horizontal coordinates were scaled from a topographic map and have
 CF0170.an estimated accuracy of +/- 6 seconds.
 CF0170
 CF0170.The orthometric height was determined by differential leveling
 CF0170.and adjusted in June 1991.
 CF0170
 CF0170.The geoid height was determined by GEOID03.
 CF0170
 CF0170.The dynamic height is computed by dividing the NAVD 88
 CF0170.geopotential number by the normal gravity value computed on the
 CF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0170.degrees latitude (g = 980.6199 gals.).
 CF0170
 CF0170.The modeled gravity was interpolated from observed gravity values.
 CF0170
 CF0170;                    North         East    Units  Estimated Accuracy
 CF0170;SPC AZ E     -   104,140.      245,240.      MT  (+/- 180 meters Scaled)
 CF0170
 CF0170                          SUPERSEDED SURVEY CONTROL
 CF0170
 CF0170  NGVD 29 (??/??/92) 1316.422  (m)         4318.96   (f) ADJ UNCH    1 2
 CF0170
 CF0170.Superseded values are not recommended for survey control.
 CF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0170.See file dsdata.txt to determine how the superseded data were derived.
 CF0170
 CF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA106342(NAD 83)
 CF0170_MARKER: R = RIVET
 CF0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0170_STAMPING: 4308 1907
 CF0170_PROJECTION: PROJECTING 9 CENTIMETERS
 CF0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0170+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0170_ROD/PIPE-DEPTH: 1.0  meters
 CF0170
 CF0170  HISTORY     - Date     Condition        Report By
 CF0170  HISTORY     - 1907     MONUMENTED       USGS
 CF0170  HISTORY     - 1980     GOOD             NGS
 CF0170  HISTORY     - 20060506 GOOD             NGS
 CF0170
 CF0170                          STATION DESCRIPTION
 CF0170
 CF0170'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 CF0170'2.5 MI N FROM PEARCE.
 CF0170'2.5 MILES NORTH ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0170'ABOUT 350 YARDS SOUTH OF A RANCH HOUSE, 30 FEET EAST OF THE CENTERLINE
 CF0170'OF THE HIGHWAY, AND 8 FEET SOUTHWEST OF A POLE.  A UNITED STATES
 CF0170'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4308 1907 AND RIVETED ON THE
 CF0170'TOP OF A 3-1/2-INCH IRON PIPE.
 CF0170
 CF0170                          STATION RECOVERY (1980)
 CF0170
 CF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0170'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CF0170'THE POST OFFICE IN PEARCE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST
 CF0170'OF HIGH STREET, 10.9 METERS (36 FEET) NORTHEAST OF THE CENTERLINE OF
 CF0170'THE HIGHWAY, 59.7 METERS (196 FEET) NORTHWEST OF THE EXTENDED
 CF0170'CENTERLINE OF JUSTIN STREET, 4.5 METERS (14.9 FEET) SOUTHWEST OF THE
 CF0170'RIGHT-OF-WAY FENCE.
 CF0170'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0170'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 CF0170
 CF0170                          STATION RECOVERY (2006)
 CF0170
 CF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0170'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0257 ***********************************************************************
 GP0257  DESIGNATION -  4312.04
 GP0257  PID         -  GP0257
 GP0257  STATE/COUNTY-  AZ/COCONINO
 GP0257  USGS QUAD   -  EMMETT WASH (1985)
 GP0257
 GP0257                         *CURRENT SURVEY CONTROL
 GP0257  ___________________________________________________________________
 GP0257* NAD 83(1986)-  36 42 58.     (N)    111 46 29.     (W)     SCALED    
 GP0257* NAVD 88     -      1311.600  (meters)    4303.14   (feet)  POSTED    
 GP0257  ___________________________________________________________________
 GP0257  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GP0257  DYNAMIC HT  -        1310.070 (meters)    4298.12  (feet)  COMP
 GP0257  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 GP0257
 GP0257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0257
 GP0257.The horizontal coordinates were scaled from a topographic map and have
 GP0257.an estimated accuracy of +/- 6 seconds.
 GP0257
 GP0257.The orthometric height was determined by differential leveling
 GP0257.and adjusted by the  in 1992.
 GP0257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0257.rate of 0.0 thru 1.0 mm/km.
 GP0257
 GP0257.The geoid height was determined by GEOID03.
 GP0257
 GP0257.The dynamic height is computed by dividing the NAVD 88
 GP0257.geopotential number by the normal gravity value computed on the
 GP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0257.degrees latitude (g = 980.6199 gals.).
 GP0257
 GP0257.The modeled gravity was interpolated from observed gravity values.
 GP0257
 GP0257;                    North         East    Units  Estimated Accuracy
 GP0257;SPC AZ C     -   633,980.      226,040.      MT  (+/- 180 meters Scaled)
 GP0257
 GP0257                          SUPERSEDED SURVEY CONTROL
 GP0257
 GP0257  NGVD 29 (??/??/92) 1310.676  (m)         4300.11   (f) ADJ UNCH    1 2
 GP0257
 GP0257.Superseded values are not recommended for survey control.
 GP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0257.See file dsdata.txt to determine how the superseded data were derived.
 GP0257
 GP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF308636(NAD 83)
 GP0257_MARKER: DD = SURVEY DISK
 GP0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0257_SP_SET: CULVERT
 GP0257_STAMPING: 4312.04 602+73.0 1934
 GP0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0257
 GP0257  HISTORY     - Date     Condition        Report By
 GP0257  HISTORY     - 1934     MONUMENTED       AZHD
 GP0257
 GP0257                          STATION DESCRIPTION
 GP0257
 GP0257'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0257'10.9 MI SW FROM MARBLE CANYON.
 GP0257'10.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0257'MARBLE CANYON, COCONINO COUNTY, AT AN 8- BY 10-FOOT CONCRETE-BOX
 GP0257'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN
 GP0257'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4312.04
 GP0257'602+73.0 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0431 ***********************************************************************
 CZ0431  DESIGNATION -  4342+70.2
 CZ0431  PID         -  CZ0431
 CZ0431  STATE/COUNTY-  AZ/PINAL
 CZ0431  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0431
 CZ0431                         *CURRENT SURVEY CONTROL
 CZ0431  ___________________________________________________________________
 CZ0431* NAD 83(1986)-  32 44 09.     (N)    111 07 08.     (W)     SCALED    
 CZ0431* NAVD 88     -       842.84   (+/-2cm)    2765.2    (feet)  VERTCON   
 CZ0431  ___________________________________________________________________
 CZ0431  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0431
 CZ0431.The horizontal coordinates were scaled from a topographic map and have
 CZ0431.an estimated accuracy of +/- 6 seconds.
 CZ0431
 CZ0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0431.The vertical order pertains to the NGVD 29 superseded value.
 CZ0431
 CZ0431.The geoid height was determined by GEOID03.
 CZ0431
 CZ0431;                    North         East    Units  Estimated Accuracy
 CZ0431;SPC AZ C     -   192,740.      288,130.      MT  (+/- 180 meters Scaled)
 CZ0431
 CZ0431                          SUPERSEDED SURVEY CONTROL
 CZ0431
 CZ0431  NGVD 29 (??/??/92)  842.223  (m)         2763.19   (f) ADJ UNCH    2 0
 CZ0431
 CZ0431.Superseded values are not recommended for survey control.
 CZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0431.See file dsdata.txt to determine how the superseded data were derived.
 CZ0431
 CZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB888220(NAD 83)
 CZ0431_MARKER: DD = SURVEY DISK
 CZ0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0431_SP_SET: CULVERT
 CZ0431_STAMPING: 4342+70.2 2763.02
 CZ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0431
 CZ0431  HISTORY     - Date     Condition        Report By
 CZ0431  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0431  HISTORY     - 1962     GOOD             NGS
 CZ0431  HISTORY     - 1968     GOOD             NGS
 CZ0431  HISTORY     - 20071214 MARK NOT FOUND   GEOCAC
 CZ0431
 CZ0431                          STATION DESCRIPTION
 CZ0431
 CZ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0431'16.05 MI NW FROM ORACLE JUNCTION.
 CZ0431'16.05 MILES NORTHWEST ALONG U.S. HIGHWAY 80 AND 89 FROM ORACLE
 CZ0431'JUNCTION, 16 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, A STANDARD
 CZ0431'DISK SET IN A DRILLHOLE IN THE NORTHEAST END OF A CONCRETE CULVERT.
 CZ0431
 CZ0431                          STATION RECOVERY (1968)
 CZ0431
 CZ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0431'RECOVERED IN GOOD CONDITION.
 CZ0431
 CZ0431                          STATION RECOVERY (2007)
 CZ0431
 CZ0431'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0431'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NEW CONCRETE
 CZ0431'CULVERT THAT WAS BUILT TO PERMIT ARIZONA HIGHWAY 79 TO BE WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0492 ***********************************************************************
 ES0492  DESIGNATION -  4368.5
 ES0492  PID         -  ES0492
 ES0492  STATE/COUNTY-  AZ/YAVAPAI
 ES0492  USGS QUAD   -  SEDONA (1969)
 ES0492
 ES0492                         *CURRENT SURVEY CONTROL
 ES0492  ___________________________________________________________________
 ES0492* NAD 83(1986)-  34 51 42.     (N)    111 48 41.     (W)     SCALED    
 ES0492* NAVD 88     -      1332.57   (+/-2cm)    4371.9    (feet)  VERTCON   
 ES0492  ___________________________________________________________________
 ES0492  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ES0492  VERT ORDER  -  ? (See Below)
 ES0492
 ES0492.The horizontal coordinates were scaled from a topographic map and have
 ES0492.an estimated accuracy of +/- 6 seconds.
 ES0492
 ES0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0492.The vertical order pertains to the NGVD 29 superseded value.
 ES0492
 ES0492.The geoid height was determined by GEOID03.
 ES0492
 ES0492;                    North         East    Units  Estimated Accuracy
 ES0492;SPC AZ C     -   428,230.      222,990.      MT  (+/- 180 meters Scaled)
 ES0492
 ES0492                          SUPERSEDED SURVEY CONTROL
 ES0492
 ES0492  NGVD 29 (??/??/92) 1331.777  (m)         4369.34   (f) ADJ UNCH    ?  
 ES0492
 ES0492.Superseded values are not recommended for survey control.
 ES0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0492.See file dsdata.txt to determine how the superseded data were derived.
 ES0492
 ES0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD258580(NAD 83)
 ES0492_MARKER: O = CHISELED CIRCLE
 ES0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0492_SP_SET: WALL
 ES0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0492
 ES0492  HISTORY     - Date     Condition        Report By
 ES0492  HISTORY     - UNK      MONUMENTED       USGS
 ES0492  HISTORY     - 1933     GOOD             USGS
 ES0492
 ES0492                          STATION DESCRIPTION
 ES0492
 ES0492'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 ES0492'3.0 MI SW FROM SEDONA.
 ES0492'AT SIDE OF HIGHWAY, 0.3 MILES WEST OF SCHOOLHOUSE, AT EAST END OF
 ES0492'CUTOFF WALL AT WASH CROSSING, ON SOUTH SIDE OF HIGHWAY, WALL PAINTED
 ES0492'U.S.B.M. 4368.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0258 ***********************************************************************
 GP0258  DESIGNATION -  4373.55
 GP0258  PID         -  GP0258
 GP0258  STATE/COUNTY-  AZ/COCONINO
 GP0258  USGS QUAD   -  EMMETT WASH (1985)
 GP0258
 GP0258                         *CURRENT SURVEY CONTROL
 GP0258  ___________________________________________________________________
 GP0258* NAD 83(1986)-  36 42 37.     (N)    111 46 52.     (W)     SCALED    
 GP0258* NAVD 88     -      1330.347  (meters)    4364.65   (feet)  POSTED    
 GP0258  ___________________________________________________________________
 GP0258  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0258  DYNAMIC HT  -        1328.790 (meters)    4359.54  (feet)  COMP
 GP0258  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 GP0258
 GP0258  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0258
 GP0258.The horizontal coordinates were scaled from a topographic map and have
 GP0258.an estimated accuracy of +/- 6 seconds.
 GP0258
 GP0258.The orthometric height was determined by differential leveling
 GP0258.and adjusted by the  in 1992.
 GP0258.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0258.rate of 0.0 thru 1.0 mm/km.
 GP0258
 GP0258.The geoid height was determined by GEOID03.
 GP0258
 GP0258.The dynamic height is computed by dividing the NAVD 88
 GP0258.geopotential number by the normal gravity value computed on the
 GP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0258.degrees latitude (g = 980.6199 gals.).
 GP0258
 GP0258.The modeled gravity was interpolated from observed gravity values.
 GP0258
 GP0258;                    North         East    Units  Estimated Accuracy
 GP0258;SPC AZ C     -   633,330.      225,470.      MT  (+/- 180 meters Scaled)
 GP0258
 GP0258                          SUPERSEDED SURVEY CONTROL
 GP0258
 GP0258  NGVD 29 (??/??/92) 1329.420  (m)         4361.61   (f) ADJ UNCH    1 2
 GP0258
 GP0258.Superseded values are not recommended for survey control.
 GP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0258.See file dsdata.txt to determine how the superseded data were derived.
 GP0258
 GP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF302630(NAD 83)
 GP0258_MARKER: DD = SURVEY DISK
 GP0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0258_SP_SET: CULVERT
 GP0258_STAMPING: 4373.55 637+54.3 1934
 GP0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0258
 GP0258  HISTORY     - Date     Condition        Report By
 GP0258  HISTORY     - 1934     MONUMENTED       AZHD
 GP0258
 GP0258                          STATION DESCRIPTION
 GP0258
 GP0258'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0258'11.5 MI SW FROM MARBLE CANYON.
 GP0258'11.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0258'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 12- BY 12-FOOT
 GP0258'CONCRETE-BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 GP0258'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0258'4373.55 637+54.3 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0496 ***********************************************************************
 ES0496  DESIGNATION -  4378.9
 ES0496  PID         -  ES0496
 ES0496  STATE/COUNTY-  AZ/COCONINO
 ES0496  USGS QUAD   -  SEDONA (1969)
 ES0496
 ES0496                         *CURRENT SURVEY CONTROL
 ES0496  ___________________________________________________________________
 ES0496* NAD 83(1986)-  34 51 52.     (N)    111 46 28.     (W)     SCALED    
 ES0496* NAVD 88     -      1335.748  (meters)    4382.37   (feet)  ADJUSTED  
 ES0496  ___________________________________________________________________
 ES0496  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ES0496  DYNAMIC HT  -        1334.033 (meters)    4376.74  (feet)  COMP
 ES0496  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 ES0496
 ES0496  VERT ORDER  -  FIRST     CLASS II
 ES0496
 ES0496.The horizontal coordinates were scaled from a topographic map and have
 ES0496.an estimated accuracy of +/- 6 seconds.
 ES0496
 ES0496.The orthometric height was determined by differential leveling
 ES0496.and adjusted in June 1991.
 ES0496
 ES0496.The geoid height was determined by GEOID03.
 ES0496
 ES0496.The dynamic height is computed by dividing the NAVD 88
 ES0496.geopotential number by the normal gravity value computed on the
 ES0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0496.degrees latitude (g = 980.6199 gals.).
 ES0496
 ES0496.The modeled gravity was interpolated from observed gravity values.
 ES0496
 ES0496;                    North         East    Units  Estimated Accuracy
 ES0496;SPC AZ C     -   428,550.      226,360.      MT  (+/- 180 meters Scaled)
 ES0496
 ES0496                          SUPERSEDED SURVEY CONTROL
 ES0496
 ES0496  NGVD 29 (??/??/92) 1334.944  (m)         4379.73   (f) ADJ UNCH    1 2
 ES0496
 ES0496.Superseded values are not recommended for survey control.
 ES0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0496.See file dsdata.txt to determine how the superseded data were derived.
 ES0496
 ES0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD292582(NAD 83)
 ES0496_MARKER: Z = SEE DESCRIPTION
 ES0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0496_SP_SET: STUMP
 ES0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0496
 ES0496  HISTORY     - Date     Condition        Report By
 ES0496  HISTORY     - UNK      MONUMENTED       USGS
 ES0496  HISTORY     - 1933     GOOD             NGS
 ES0496  HISTORY     - 19961023 MARK NOT FOUND   USPSQD
 ES0496
 ES0496                          STATION DESCRIPTION
 ES0496
 ES0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0496'0.7 MI W FROM SEDONA.
 ES0496'AT SIDE OF HIGHWAY, 0.25 MILES NORTHEAST OF YAVAPAI-COCONINO COUNTY
 ES0496'LINE, 30 FEET NORTH OF HIGHWAY CENTERLINE, ON TOP OF STUMP OF JUNIPER
 ES0496'TREE PAINTED U.S.B.M. 4378.9.
 ES0496
 ES0496                          STATION RECOVERY (1996)
 ES0496
 ES0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0538 ***********************************************************************
 ET0538  DESIGNATION -  4382
 ET0538  PID         -  ET0538
 ET0538  STATE/COUNTY-  AZ/YAVAPAI
 ET0538  USGS QUAD   -  SKULL VALLEY (1979)
 ET0538
 ET0538                         *CURRENT SURVEY CONTROL
 ET0538  ___________________________________________________________________
 ET0538* NAD 83(1986)-  34 31 08.     (N)    112 41 42.     (W)     SCALED    
 ET0538* NAVD 88     -      1338.901  (meters)    4392.71   (feet)  POSTED    
 ET0538  ___________________________________________________________________
 ET0538  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 ET0538  DYNAMIC HT  -        1337.120 (meters)    4386.87  (feet)  COMP
 ET0538  MODELED GRAV-     979,261.3   (mgal)                       NAVD 88
 ET0538
 ET0538  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0538
 ET0538.The horizontal coordinates were scaled from a topographic map and have
 ET0538.an estimated accuracy of +/- 6 seconds.
 ET0538
 ET0538.The orthometric height was determined by differential leveling
 ET0538.and adjusted in November 2005.
 ET0538.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0538.was located on a no-check spur therefore a value was not computed.
 ET0538.No vertical observational check was made to the station.
 ET0538
 ET0538.The geoid height was determined by GEOID03.
 ET0538
 ET0538.The dynamic height is computed by dividing the NAVD 88
 ET0538.geopotential number by the normal gravity value computed on the
 ET0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0538.degrees latitude (g = 980.6199 gals.).
 ET0538
 ET0538.The modeled gravity was interpolated from observed gravity values.
 ET0538
 ET0538;                    North         East    Units  Estimated Accuracy
 ET0538;SPC AZ C     -   390,480.      141,900.      MT  (+/- 180 meters Scaled)
 ET0538
 ET0538                          SUPERSEDED SURVEY CONTROL
 ET0538
 ET0538  NGVD 29 (??/??/92) 1338.092  (m)         4390.06   (f) ADJ UNCH    2 0
 ET0538
 ET0538.Superseded values are not recommended for survey control.
 ET0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0538.See file dsdata.txt to determine how the superseded data were derived.
 ET0538
 ET0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD444209(NAD 83)
 ET0538_MARKER: DD = SURVEY DISK
 ET0538_SETTING: 80 = SET IN A BOULDER
 ET0538_SP_SET: GRANITE BOULDER
 ET0538_STAMPING: 4382 PRSCT
 ET0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0538+STABILITY: SURFACE MOTION
 ET0538
 ET0538  HISTORY     - Date     Condition        Report By
 ET0538  HISTORY     - UNK      MONUMENTED       USGS
 ET0538  HISTORY     - 1952     GOOD             NGS
 ET0538
 ET0538                          STATION DESCRIPTION
 ET0538
 ET0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0538'1.1 MI N FROM SKULL VALLEY.
 ET0538'1.0 MILE NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0538'POST OFFICE AT SKULL VALLEY, THENCE 0.1 MILE WEST ALONG A GRADED ROAD,
 ET0538'ABOUT 65 YARDS EAST OF A WOODEN GATE CROSSING, AT THE NORTH END OF A
 ET0538'RIDGE COVERED WITH VERY LARGE BOULDERS, IN TOP OF THE CENTER OF A
 ET0538'4-FOOT BY 4-FOOT GRANITE BOULDER PROJECTING 2 1/2 FEET, 112 FEET SOUTH
 ET0538'OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0078 ***********************************************************************
 CF0078  DESIGNATION -  4382
 CF0078  PID         -  CF0078
 CF0078  STATE/COUNTY-  AZ/COCHISE
 CF0078  USGS QUAD   -  APACHE (1987)
 CF0078
 CF0078                         *CURRENT SURVEY CONTROL
 CF0078  ___________________________________________________________________
 CF0078* NAD 83(1986)-  31 41 28.     (N)    109 07 56.     (W)     SCALED    
 CF0078* NAVD 88     -      1336.51   (+/-2cm)    4384.9    (feet)  VERTCON   
 CF0078  ___________________________________________________________________
 CF0078  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0078
 CF0078.The horizontal coordinates were scaled from a topographic map and have
 CF0078.an estimated accuracy of +/- 6 seconds.
 CF0078
 CF0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0078.The vertical order pertains to the NGVD 29 superseded value.
 CF0078
 CF0078.The geoid height was determined by GEOID03.
 CF0078
 CF0078;                    North         East    Units  Estimated Accuracy
 CF0078;SPC AZ E     -    77,090.      311,430.      MT  (+/- 180 meters Scaled)
 CF0078
 CF0078                          SUPERSEDED SURVEY CONTROL
 CF0078
 CF0078  NGVD 29 (??/??/92) 1335.639  (m)         4382.01   (f) ADJ UNCH    2 0
 CF0078
 CF0078.Superseded values are not recommended for survey control.
 CF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0078.See file dsdata.txt to determine how the superseded data were derived.
 CF0078
 CF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA770077(NAD 83)
 CF0078_MARKER: DD = SURVEY DISK
 CF0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0078_SP_SET: CULVERT
 CF0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0078
 CF0078  HISTORY     - Date     Condition        Report By
 CF0078  HISTORY     - UNK      MONUMENTED       USGS
 CF0078  HISTORY     - 1935     GOOD             NGS
 CF0078
 CF0078                          STATION DESCRIPTION
 CF0078
 CF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0078'IN APACHE.
 CF0078'150 FT. SOUTHWEST OF APACHE STATION.  110 NORTHEAST OF WATER TANK. 10
 CF0078'FT. NW OF THE CENTER LINE OF THE TRACK.  SET IN THE NW CORNER OF
 CF0078'CONCRETE CULVERT NO. 1147.05.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0020 ***********************************************************************
 ET0020  DESIGNATION -  4384
 ET0020  PID         -  ET0020
 ET0020  STATE/COUNTY-  AZ/YAVAPAI
 ET0020  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0020
 ET0020                         *CURRENT SURVEY CONTROL
 ET0020  ___________________________________________________________________
 ET0020* NAD 83(1986)-  34 51 00.     (N)    112 27 12.     (W)     SCALED    
 ET0020* NAVD 88     -      1339.303  (meters)    4394.03   (feet)  POSTED    
 ET0020  ___________________________________________________________________
 ET0020  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ET0020  DYNAMIC HT  -        1337.570 (meters)    4388.34  (feet)  COMP
 ET0020  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 ET0020
 ET0020  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0020
 ET0020.The horizontal coordinates were scaled from a topographic map and have
 ET0020.an estimated accuracy of +/- 6 seconds.
 ET0020
 ET0020.The orthometric height was determined by differential leveling
 ET0020.and adjusted in November 2005.
 ET0020
 ET0020.The geoid height was determined by GEOID03.
 ET0020
 ET0020.The dynamic height is computed by dividing the NAVD 88
 ET0020.geopotential number by the normal gravity value computed on the
 ET0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0020.degrees latitude (g = 980.6199 gals.).
 ET0020
 ET0020.The modeled gravity was interpolated from observed gravity values.
 ET0020
 ET0020;                    North         East    Units  Estimated Accuracy
 ET0020;SPC AZ C     -   427,070.      164,280.      MT  (+/- 180 meters Scaled)
 ET0020
 ET0020                          SUPERSEDED SURVEY CONTROL
 ET0020
 ET0020  NGVD 29 (??/??/92) 1338.546  (m)         4391.55   (f) ADJ UNCH    1 2
 ET0020
 ET0020.Superseded values are not recommended for survey control.
 ET0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0020.See file dsdata.txt to determine how the superseded data were derived.
 ET0020
 ET0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD671573(NAD 83)
 ET0020_MARKER: P = PIPE CAP
 ET0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0020
 ET0020  HISTORY     - Date     Condition        Report By
 ET0020  HISTORY     - UNK      MONUMENTED       USGS
 ET0020  HISTORY     - 1933     GOOD             NGS
 ET0020
 ET0020                          STATION DESCRIPTION
 ET0020
 ET0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0020'12.4 MI S FROM CEDAR GLADE.
 ET0020'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, AT NORTH END OF DEL RIO
 ET0020'SIDING, 90 FEET NORTHEAST OF SWITCH BLOCK, NEAR ROAD CROSSING, SOUTH
 ET0020'SIDE OF WAGON ROAD, 45 FEET EAST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0057 ***********************************************************************
 DU0057  DESIGNATION -  439+00
 DU0057  PID         -  DU0057
 DU0057  STATE/COUNTY-  AZ/NAVAJO
 DU0057  USGS QUAD   -  CARRIZO (1978)
 DU0057
 DU0057                         *CURRENT SURVEY CONTROL
 DU0057  ___________________________________________________________________
 DU0057* NAD 83(1986)-  33 59 45.     (N)    110 16 54.     (W)     SCALED    
 DU0057* NAVD 88     -      1513.585  (meters)    4965.82   (feet)  ADJUSTED  
 DU0057  ___________________________________________________________________
 DU0057  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DU0057  DYNAMIC HT  -        1511.438 (meters)    4958.78  (feet)  COMP
 DU0057  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 DU0057
 DU0057  VERT ORDER  -  FIRST     CLASS II
 DU0057
 DU0057.The horizontal coordinates were scaled from a topographic map and have
 DU0057.an estimated accuracy of +/- 6 seconds.
 DU0057
 DU0057.The orthometric height was determined by differential leveling
 DU0057.and adjusted in June 1991.
 DU0057
 DU0057.The geoid height was determined by GEOID03.
 DU0057
 DU0057.The dynamic height is computed by dividing the NAVD 88
 DU0057.geopotential number by the normal gravity value computed on the
 DU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0057.degrees latitude (g = 980.6199 gals.).
 DU0057
 DU0057.The modeled gravity was interpolated from observed gravity values.
 DU0057
 DU0057;                    North         East    Units  Estimated Accuracy
 DU0057;SPC AZ E     -   332,200.      202,740.      MT  (+/- 180 meters Scaled)
 DU0057
 DU0057                          SUPERSEDED SURVEY CONTROL
 DU0057
 DU0057  NGVD 29 (??/??/92) 1512.821  (m)         4963.31   (f) ADJ UNCH    1 2
 DU0057
 DU0057.Superseded values are not recommended for survey control.
 DU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0057.See file dsdata.txt to determine how the superseded data were derived.
 DU0057
 DU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC663619(NAD 83)
 DU0057_MARKER: P = PIPE CAP
 DU0057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0057_STAMPING: 439+00 5438.17 35
 DU0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0057
 DU0057  HISTORY     - Date     Condition        Report By
 DU0057  HISTORY     - UNK      MONUMENTED       BPR
 DU0057  HISTORY     - 1960     GOOD             NGS
 DU0057  HISTORY     - 1979     GOOD             NGS
 DU0057
 DU0057                          STATION DESCRIPTION
 DU0057
 DU0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0057'25.9 MI SW FROM SHOW LOW.
 DU0057'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0057'SHOW LOW, THENCE 25.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0057'HIGHWAY 77, 0.2 MILE NORTH OF THE UNION SERVICE STATION AT CARRIZO, ON
 DU0057'THE NAVAJO-GILA COUNTY LINE, 112 FEET EAST OF THE CENTER LINE OF THE
 DU0057'HIGHWAY, 6 INCHES NORTH OF A WOODEN COUNTY LINE MARKER POST, ABOUT 6
 DU0057'FEET ABOVE THE LEVEL OF THE HIGHWAY, A CAP ON THE TOP OF A 2-INCH IRON
 DU0057'PIPE PROJECTING 8 INCHES.
 DU0057
 DU0057                          STATION RECOVERY (1979)
 DU0057
 DU0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0057'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1478 ***********************************************************************
 CZ1478  DESIGNATION -  4390.09
 CZ1478  PID         -  CZ1478
 CZ1478  STATE/COUNTY-  AZ/COCHISE
 CZ1478  USGS QUAD   -  SAN PEDRO RANCH (1985)
 CZ1478
 CZ1478                         *CURRENT SURVEY CONTROL
 CZ1478  ___________________________________________________________________
 CZ1478* NAD 83(1986)-  32 00 19.     (N)    110 08 25.     (W)     SCALED    
 CZ1478* NAVD 88     -      1338.545  (meters)    4391.54   (feet)  ADJUSTED  
 CZ1478  ___________________________________________________________________
 CZ1478  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CZ1478  DYNAMIC HT  -        1336.502 (meters)    4384.84  (feet)  COMP
 CZ1478  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 CZ1478
 CZ1478  VERT ORDER  -  FIRST     CLASS II
 CZ1478
 CZ1478.The horizontal coordinates were scaled from a topographic map and have
 CZ1478.an estimated accuracy of +/- 6 seconds.
 CZ1478
 CZ1478.The orthometric height was determined by differential leveling
 CZ1478.and adjusted in June 1991.
 CZ1478
 CZ1478.The geoid height was determined by GEOID03.
 CZ1478
 CZ1478.The dynamic height is computed by dividing the NAVD 88
 CZ1478.geopotential number by the normal gravity value computed on the
 CZ1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1478.degrees latitude (g = 980.6199 gals.).
 CZ1478
 CZ1478.The modeled gravity was interpolated from observed gravity values.
 CZ1478
 CZ1478;                    North         East    Units  Estimated Accuracy
 CZ1478;SPC AZ E     -   111,450.      215,850.      MT  (+/- 180 meters Scaled)
 CZ1478
 CZ1478                          SUPERSEDED SURVEY CONTROL
 CZ1478
 CZ1478.No superseded survey control is available for this station.
 CZ1478
 CZ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA812413(NAD 83)
 CZ1478_MARKER: DB = BENCH MARK DISK
 CZ1478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1478_SP_SET: HEADWALL
 CZ1478_STAMPING: 4390.09
 CZ1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1478+STABILITY: SURFACE MOTION
 CZ1478
 CZ1478  HISTORY     - Date     Condition        Report By
 CZ1478  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1478  HISTORY     - 1979     GOOD             NGS
 CZ1478
 CZ1478                          STATION DESCRIPTION
 CZ1478
 CZ1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1478'17.2 KM NE FROM BENSON.
 CZ1478'17.2 KILOMETERS (10.7 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1478'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT A 1.8- BY 2.1-METER
 CZ1478'BOX CULVERT, IN THE TOP CENTER OF THE SOUTHEAST HEADWALL, 0.2
 CZ1478'KILOMETER (0.1 MILE) NORTHEAST OF MILE POST 315, 11.1 METERS (36.5
 CZ1478'FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES.
 CZ1478'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0009 ***********************************************************************
 CZ0009  DESIGNATION -  4391.70
 CZ0009  PID         -  CZ0009
 CZ0009  STATE/COUNTY-  AZ/COCHISE
 CZ0009  USGS QUAD   -  SAN PEDRO RANCH (1985)
 CZ0009
 CZ0009                         *CURRENT SURVEY CONTROL
 CZ0009  ___________________________________________________________________
 CZ0009* NAD 83(1986)-  32 00 23.     (N)    110 08 18.     (W)     SCALED    
 CZ0009* NAVD 88     -      1339.05   (+/-2cm)    4393.2    (feet)  VERTCON   
 CZ0009  ___________________________________________________________________
 CZ0009  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CZ0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0009
 CZ0009.The horizontal coordinates were scaled from a topographic map and have
 CZ0009.an estimated accuracy of +/- 6 seconds.
 CZ0009
 CZ0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0009.The vertical order pertains to the NGVD 29 superseded value.
 CZ0009
 CZ0009.The geoid height was determined by GEOID03.
 CZ0009
 CZ0009;                    North         East    Units  Estimated Accuracy
 CZ0009;SPC AZ E     -   111,580.      216,040.      MT  (+/- 180 meters Scaled)
 CZ0009
 CZ0009                          SUPERSEDED SURVEY CONTROL
 CZ0009
 CZ0009  NGVD 29 (??/??/92) 1338.177  (m)         4390.34   (f) ADJ UNCH    2 0
 CZ0009
 CZ0009.Superseded values are not recommended for survey control.
 CZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0009.See file dsdata.txt to determine how the superseded data were derived.
 CZ0009
 CZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA813414(NAD 83)
 CZ0009_MARKER: DZ = AZIMUTH MARK DISK
 CZ0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0009_SP_SET: BRIDGE
 CZ0009_STAMPING: 4391.70
 CZ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0009
 CZ0009  HISTORY     - Date     Condition        Report By
 CZ0009  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0009  HISTORY     - 1960     GOOD             NGS
 CZ0009  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0009
 CZ0009                          STATION DESCRIPTION
 CZ0009
 CZ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0009'10.1 MI E FROM BENSON.
 CZ0009'10.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0009'HIGHWAY 86, 22 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CZ0009'LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A
 CZ0009'CONCRETE BRIDGE THAT IS AN UNDERPASS FOR STOCK.
 CZ0009
 CZ0009                          STATION RECOVERY (1979)
 CZ0009
 CZ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0009'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  IT APPEARS THAT THE
 CZ0009'BOX CULVERT HAS BEEN WIDENED AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0199 ***********************************************************************
 ET0199  DESIGNATION -  4392
 ET0199  PID         -  ET0199
 ET0199  STATE/COUNTY-  AZ/YAVAPAI
 ET0199  USGS QUAD   -  MAYER (1974)
 ET0199
 ET0199                         *CURRENT SURVEY CONTROL
 ET0199  ___________________________________________________________________
 ET0199* NAD 83(1986)-  34 24 07.     (N)    112 14 09.     (W)     SCALED    
 ET0199* NAVD 88     -      1342.22   (+/-2cm)    4403.6    (feet)  VERTCON   
 ET0199  ___________________________________________________________________
 ET0199  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 ET0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0199
 ET0199.The horizontal coordinates were scaled from a topographic map and have
 ET0199.an estimated accuracy of +/- 6 seconds.
 ET0199
 ET0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0199.The vertical order pertains to the NGVD 29 superseded value.
 ET0199
 ET0199.The geoid height was determined by GEOID03.
 ET0199
 ET0199;                    North         East    Units  Estimated Accuracy
 ET0199;SPC AZ C     -   377,280.      184,020.      MT  (+/- 180 meters Scaled)
 ET0199
 ET0199                          SUPERSEDED SURVEY CONTROL
 ET0199
 ET0199  NGVD 29 (??/??/92) 1341.435  (m)         4401.02   (f) ADJ UNCH    2 0
 ET0199
 ET0199.Superseded values are not recommended for survey control.
 ET0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0199.See file dsdata.txt to determine how the superseded data were derived.
 ET0199
 ET0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD864074(NAD 83)
 ET0199_MARKER: P = PIPE CAP
 ET0199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0199_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0199_STAMPING: 4392
 ET0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0199
 ET0199  HISTORY     - Date     Condition        Report By
 ET0199  HISTORY     - UNK      MONUMENTED       USGS
 ET0199  HISTORY     - 1952     GOOD             NGS
 ET0199  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0199
 ET0199                          STATION DESCRIPTION
 ET0199
 ET0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0199'0.3 MI NW FROM MAYER.
 ET0199'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0199'MAYER, YAVAPAI COUNTY, 21 FEET EAST OF A HOUSE, IN THE YARD, AND 15
 ET0199'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 ET0199'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4392 AND RIVETED ON THE TOP OF
 ET0199'A 3-1/2-INCH IRON PIPE.
 ET0199
 ET0199                          STATION RECOVERY (2004)
 ET0199
 ET0199'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0199'MARK NOT FOUND.
 ET0199'APPEARS REPLACED WITH ADOT MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1572 ***********************************************************************
 DV1572  DESIGNATION -  44 A
 DV1572  PID         -  DV1572
 DV1572  STATE/COUNTY-  AZ/MARICOPA
 DV1572  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1572
 DV1572                         *CURRENT SURVEY CONTROL
 DV1572  ___________________________________________________________________
 DV1572* NAD 83(1986)-  33 33 12.     (N)    113 15 15.     (W)     SCALED    
 DV1572* NAVD 88     -       402.77   (+/-2cm)    1321.4    (feet)  VERTCON   
 DV1572  ___________________________________________________________________
 DV1572  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1572
 DV1572.The horizontal coordinates were scaled from a topographic map and have
 DV1572.an estimated accuracy of +/- 6 seconds.
 DV1572
 DV1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1572.The vertical order pertains to the NGVD 29 superseded value.
 DV1572
 DV1572.The geoid height was determined by GEOID03.
 DV1572
 DV1572;                    North         East    Units  Estimated Accuracy
 DV1572;SPC AZ C     -   283,920.       89,160.      MT  (+/- 180 meters Scaled)
 DV1572
 DV1572                          SUPERSEDED SURVEY CONTROL
 DV1572
 DV1572  NGVD 29 (??/??/92)  402.177  (m)         1319.48   (f) ADJ UNCH    2 0
 DV1572
 DV1572.Superseded values are not recommended for survey control.
 DV1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1572.See file dsdata.txt to determine how the superseded data were derived.
 DV1572
 DV1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC907149(NAD 83)
 DV1572_MARKER: DD = SURVEY DISK
 DV1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1572_STAMPING: 44 A 1962
 DV1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1572+STABILITY: SURFACE MOTION
 DV1572
 DV1572  HISTORY     - Date     Condition        Report By
 DV1572  HISTORY     - 1962     MONUMENTED       AZHD
 DV1572
 DV1572                          STATION DESCRIPTION
 DV1572
 DV1572'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1572'28.3 MI SE FROM SALOME.
 DV1572'0.5 MILE EAST-SOUTHEAST OF P 413 44, AN ARIZONA HIGHWAY DEPARTMENT
 DV1572'DISK STAMPED 44 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1572'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1572'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0835 ***********************************************************************
 FQ0835  DESIGNATION -  44 BKC
 FQ0835  PID         -  FQ0835
 FQ0835  STATE/COUNTY-  AZ/COCONINO
 FQ0835  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0835
 FQ0835                         *CURRENT SURVEY CONTROL
 FQ0835  ___________________________________________________________________
 FQ0835* NAD 83(1986)-  35 34 27.     (N)    111 05 49.     (W)     SCALED    
 FQ0835* NAVD 88     -      1494.716  (meters)    4903.91   (feet)  POSTED    
 FQ0835  ___________________________________________________________________
 FQ0835  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0835  DYNAMIC HT  -        1492.800 (meters)    4897.63  (feet)  COMP
 FQ0835  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 FQ0835
 FQ0835  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0835
 FQ0835.The horizontal coordinates were scaled from a topographic map and have
 FQ0835.an estimated accuracy of +/- 6 seconds.
 FQ0835
 FQ0835.The orthometric height was determined by differential leveling
 FQ0835.and adjusted by the  in 1992.
 FQ0835.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0835.rate of 0.0 thru 1.0 mm/km.
 FQ0835
 FQ0835.The geoid height was determined by GEOID03.
 FQ0835
 FQ0835.The dynamic height is computed by dividing the NAVD 88
 FQ0835.geopotential number by the normal gravity value computed on the
 FQ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0835.degrees latitude (g = 980.6199 gals.).
 FQ0835
 FQ0835.The modeled gravity was interpolated from observed gravity values.
 FQ0835
 FQ0835;                    North         East    Units  Estimated Accuracy
 FQ0835;SPC AZ C     -   507,580.      287,660.      MT  (+/- 180 meters Scaled)
 FQ0835
 FQ0835                          SUPERSEDED SURVEY CONTROL
 FQ0835
 FQ0835.No superseded survey control is available for this station.
 FQ0835
 FQ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE912367(NAD 83)
 FQ0835_MARKER: DB = BENCH MARK DISK
 FQ0835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0835_SP_SET: COPPER-CLAD STEEL ROD
 FQ0835_STAMPING: 44 BKC 1968
 FQ0835_MARK LOGO: USGS  
 FQ0835_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0835+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0835
 FQ0835  HISTORY     - Date     Condition        Report By
 FQ0835  HISTORY     - 1968     MONUMENTED       USGS
 FQ0835
 FQ0835                          STATION DESCRIPTION
 FQ0835
 FQ0835'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0835'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0835'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0835'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0835'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0835'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0835'Y-ROAD JUNCTION SOUTH OF A CHURCH, ABOUT 600 FEET SOUTH OF THE
 FQ0835'CHURCH, 51 FEET SOUTHWEST OF THE ROAD FORK INTERSECTION, 3 FEET EAST
 FQ0835'OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FQ0835'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0775 ***********************************************************************
 DA0775  DESIGNATION -  44 GWM
 DA0775  PID         -  DA0775
 DA0775  STATE/COUNTY-  AZ/MARICOPA
 DA0775  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0775
 DA0775                         *CURRENT SURVEY CONTROL
 DA0775  ___________________________________________________________________
 DA0775* NAD 83(1986)-  32 41 30.     (N)    113 18 04.     (W)     SCALED    
 DA0775* NAVD 88     -       196.29   (+/-2cm)     644.0    (feet)  VERTCON   
 DA0775  ___________________________________________________________________
 DA0775  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DA0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0775
 DA0775.The horizontal coordinates were scaled from a topographic map and have
 DA0775.an estimated accuracy of +/- 6 seconds.
 DA0775
 DA0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0775.The vertical order pertains to the NGVD 29 superseded value.
 DA0775
 DA0775.The geoid height was determined by GEOID03.
 DA0775
 DA0775;                    North         East    Units  Estimated Accuracy
 DA0775;SPC AZ C     -   188,410.       83,540.      MT  (+/- 180 meters Scaled)
 DA0775
 DA0775                          SUPERSEDED SURVEY CONTROL
 DA0775
 DA0775  NGVD 29 (??/??/92)  195.697  (m)          642.05   (f) ADJ UNCH    2 0
 DA0775
 DA0775.Superseded values are not recommended for survey control.
 DA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0775.See file dsdata.txt to determine how the superseded data were derived.
 DA0775
 DA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB842194(NAD 83)
 DA0775_MARKER: DB = BENCH MARK DISK
 DA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0775_STAMPING: 44 GWM 642 1948
 DA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0775+STABILITY: SURFACE MOTION
 DA0775
 DA0775  HISTORY     - Date     Condition        Report By
 DA0775  HISTORY     - 1948     MONUMENTED       USGS
 DA0775  HISTORY     - 1962     GOOD             NGS
 DA0775
 DA0775                          STATION DESCRIPTION
 DA0775
 DA0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0775'15.35 MI SSW FROM SENTINEL.
 DA0775'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0775'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0775'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 4.5
 DA0775'MILES SOUTH ALONG A DIM TRAIL ROAD, 1.6 MILES NORTHWEST OF A 4X4-INCH
 DA0775'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 33,
 DA0775'AT THE JUNCTION OF THE DIM TRAIL ROAD AND A DIM TRAIL ROAD LEADING
 DA0775'SOUTHEAST, 32 FEET EAST OF THE CENTER LINE OF THE DIM TRAIL ROAD, 11
 DA0775'FEET NORTHEAST OF THE CENTER LINE OF THE DIM TRAIL LEADING SOUTHEAST,
 DA0775'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL
 DA0775'ROADS, AND SET IN THE TOP OF A CONCRETE POST USING AN 8-INCH TILE FOR
 DA0775'A FORM WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0636 ***********************************************************************
 FP0636  DESIGNATION -  44 HLS
 FP0636  PID         -  FP0636
 FP0636  STATE/COUNTY-  AZ/APACHE
 FP0636  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0636
 FP0636                         *CURRENT SURVEY CONTROL
 FP0636  ___________________________________________________________________
 FP0636* NAD 83(1986)-  35 35 46.     (N)    109 32 20.     (W)     SCALED    
 FP0636* NAVD 88     -      2055.326  (meters)    6743.18   (feet)  ADJUSTED  
 FP0636  ___________________________________________________________________
 FP0636  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FP0636  DYNAMIC HT  -        2052.454 (meters)    6733.76  (feet)  COMP
 FP0636  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 FP0636
 FP0636  VERT ORDER  -  SECOND    CLASS II
 FP0636
 FP0636.The horizontal coordinates were scaled from a topographic map and have
 FP0636.an estimated accuracy of +/- 6 seconds.
 FP0636
 FP0636.The orthometric height was determined by differential leveling
 FP0636.and adjusted in June 1991.
 FP0636
 FP0636.The geoid height was determined by GEOID03.
 FP0636
 FP0636.The dynamic height is computed by dividing the NAVD 88
 FP0636.geopotential number by the normal gravity value computed on the
 FP0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0636.degrees latitude (g = 980.6199 gals.).
 FP0636
 FP0636.The modeled gravity was interpolated from observed gravity values.
 FP0636
 FP0636;                    North         East    Units  Estimated Accuracy
 FP0636;SPC AZ E     -   509,890.      270,250.      MT  (+/- 180 meters Scaled)
 FP0636
 FP0636                          SUPERSEDED SURVEY CONTROL
 FP0636
 FP0636  NGVD 29 (??/??/92) 2054.27   (m)         6739.7    (f) COMPUTED    2 2
 FP0636
 FP0636.Superseded values are not recommended for survey control.
 FP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0636.See file dsdata.txt to determine how the superseded data were derived.
 FP0636
 FP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE323401(NAD 83)
 FP0636_MARKER: DB = BENCH MARK DISK
 FP0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0636_SP_SET: COPPER-CLAD STEEL ROD
 FP0636_STAMPING: 44 HLS 1970 6740
 FP0636_MARK LOGO: USGS  
 FP0636_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0636+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0636
 FP0636  HISTORY     - Date     Condition        Report By
 FP0636  HISTORY     - 1970     MONUMENTED       USGS
 FP0636
 FP0636                          STATION DESCRIPTION
 FP0636
 FP0636'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0636'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0636'OFFICE AT GANADO, ARIZONA), PROCEED 6.7 MILES NORTH ALONG STATE
 FP0636'HIGHWAY 63, 93 FEET WEST OF THE HIGHWAY, 34 FEET NORTH OF WOODEN
 FP0636'POWER POLE 66, 1 FOOT EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FP0636'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0016 ***********************************************************************
 ET0016  DESIGNATION -  4400
 ET0016  PID         -  ET0016
 ET0016  STATE/COUNTY-  AZ/YAVAPAI
 ET0016  USGS QUAD   -  PAULDEN (1979)
 ET0016
 ET0016                         *CURRENT SURVEY CONTROL
 ET0016  ___________________________________________________________________
 ET0016* NAD 83(1986)-  34 53 01.     (N)    112 28 02.     (W)     SCALED    
 ET0016* NAVD 88     -      1344.129  (meters)    4409.86   (feet)  POSTED    
 ET0016  ___________________________________________________________________
 ET0016  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 ET0016  DYNAMIC HT  -        1342.390 (meters)    4404.16  (feet)  COMP
 ET0016  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 ET0016
 ET0016  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0016
 ET0016.The horizontal coordinates were scaled from a topographic map and have
 ET0016.an estimated accuracy of +/- 6 seconds.
 ET0016
 ET0016.The orthometric height was determined by differential leveling
 ET0016.and adjusted in November 2005.
 ET0016.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0016.rate of 2.1 thru 3.0 mm/km.
 ET0016
 ET0016.The geoid height was determined by GEOID03.
 ET0016
 ET0016.The dynamic height is computed by dividing the NAVD 88
 ET0016.geopotential number by the normal gravity value computed on the
 ET0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0016.degrees latitude (g = 980.6199 gals.).
 ET0016
 ET0016.The modeled gravity was interpolated from observed gravity values.
 ET0016
 ET0016;                    North         East    Units  Estimated Accuracy
 ET0016;SPC AZ C     -   430,800.      163,030.      MT  (+/- 180 meters Scaled)
 ET0016
 ET0016                          SUPERSEDED SURVEY CONTROL
 ET0016
 ET0016  NGVD 29 (??/??/92) 1343.371  (m)         4407.38   (f) ADJ UNCH    1 2
 ET0016
 ET0016.Superseded values are not recommended for survey control.
 ET0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0016.See file dsdata.txt to determine how the superseded data were derived.
 ET0016
 ET0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD659611(NAD 83)
 ET0016_MARKER: P = PIPE CAP
 ET0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0016+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 ET0016
 ET0016  HISTORY     - Date     Condition        Report By
 ET0016  HISTORY     - UNK      MONUMENTED       USGS
 ET0016  HISTORY     - 1933     GOOD             NGS
 ET0016  HISTORY     - 20030606 GOOD             NGS
 ET0016  HISTORY     - 20070702 GOOD             GEOCAC
 ET0016
 ET0016                          STATION DESCRIPTION
 ET0016
 ET0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0016'9.9 MI S FROM CEDAR GLADE.
 ET0016'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, 0.1 MILES SOUTH OF PALDEN
 ET0016'STORE, 100 FEET NORTHWEST OF MILEPOST 31, 350 FEET NORTHWEST OF
 ET0016'RAILROAD CULVERT NO.A-32, ON RIDGE, 50 FEET WEST OF RAILROAD
 ET0016'CENTER-LINE.
 ET0016
 ET0016                          STATION RECOVERY (2003)
 ET0016
 ET0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0016'RAILROAD ALLIGNMENT HAS BEEN ABANDONED.
 ET0016
 ET0016                          STATION RECOVERY (2007)
 ET0016
 ET0016'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0128 ***********************************************************************
 CF0128  DESIGNATION -  4401
 CF0128  PID         -  CF0128
 CF0128  STATE/COUNTY-  AZ/COCHISE
 CF0128  USGS QUAD   -  BISBEE SE (1958)
 CF0128
 CF0128                         *CURRENT SURVEY CONTROL
 CF0128  ___________________________________________________________________
 CF0128* NAD 83(1986)-  31 20 41.     (N)    109 47 00.     (W)     SCALED    
 CF0128* NAVD 88     -      1342.45   (+/-2cm)    4404.4    (feet)  VERTCON   
 CF0128  ___________________________________________________________________
 CF0128  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0128
 CF0128.The horizontal coordinates were scaled from a topographic map and have
 CF0128.an estimated accuracy of +/- 6 seconds.
 CF0128
 CF0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0128.The vertical order pertains to the NGVD 29 superseded value.
 CF0128
 CF0128.The geoid height was determined by GEOID03.
 CF0128
 CF0128;                    North         East    Units  Estimated Accuracy
 CF0128;SPC AZ E     -    38,280.      249,830.      MT  (+/- 180 meters Scaled)
 CF0128
 CF0128                          SUPERSEDED SURVEY CONTROL
 CF0128
 CF0128  NGVD 29 (??/??/92) 1341.626  (m)         4401.65   (f) ADJ UNCH    2 0
 CF0128
 CF0128.Superseded values are not recommended for survey control.
 CF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0128.See file dsdata.txt to determine how the superseded data were derived.
 CF0128
 CF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV157684(NAD 83)
 CF0128_MARKER: DB = BENCH MARK DISK
 CF0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0128_SP_SET: CONCRETE COPING
 CF0128_STAMPING: 4401
 CF0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0128
 CF0128  HISTORY     - Date     Condition        Report By
 CF0128  HISTORY     - UNK      MONUMENTED       USGS
 CF0128  HISTORY     - 1934     GOOD             NGS
 CF0128
 CF0128                          STATION DESCRIPTION
 CF0128
 CF0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0128'11.1 MI E FROM NACO.
 CF0128'11.1 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0128'STATION AT NACO, COCHISE COUNTY, 1-1/2 POLES WEST OF MILEPOST 1092, AT
 CF0128'CONCRETE CULVERT 1091.95, IN THE TOP OF THE EAST END OF THE CONCRETE
 CF0128'COPING OF THE SOUTH HEADWALL, AND 4 FEET LOWER THAN THE TRACK. A
 CF0128'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4401.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0564 ***********************************************************************
 ES0564  DESIGNATION -  4406.92
 ES0564  PID         -  ES0564
 ES0564  STATE/COUNTY-  AZ/YAVAPAI
 ES0564  USGS QUAD   -  CASNER BUTTE (1965)
 ES0564
 ES0564                         *CURRENT SURVEY CONTROL
 ES0564  ___________________________________________________________________
 ES0564* NAD 83(1986)-  34 42 45.     (N)    111 43 40.     (W)     SCALED    
 ES0564* NAVD 88     -      1343.797  (meters)    4408.77   (feet)  ADJUSTED  
 ES0564  ___________________________________________________________________
 ES0564  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 ES0564  DYNAMIC HT  -        1342.087 (meters)    4403.16  (feet)  COMP
 ES0564  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 ES0564
 ES0564  VERT ORDER  -  SECOND    CLASS 0
 ES0564
 ES0564.The horizontal coordinates were scaled from a topographic map and have
 ES0564.an estimated accuracy of +/- 6 seconds.
 ES0564
 ES0564.The orthometric height was determined by differential leveling
 ES0564.and adjusted in June 1991.
 ES0564
 ES0564.The geoid height was determined by GEOID03.
 ES0564
 ES0564.The dynamic height is computed by dividing the NAVD 88
 ES0564.geopotential number by the normal gravity value computed on the
 ES0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0564.degrees latitude (g = 980.6199 gals.).
 ES0564
 ES0564.The modeled gravity was interpolated from observed gravity values.
 ES0564
 ES0564;                    North         East    Units  Estimated Accuracy
 ES0564;SPC AZ C     -   411,700.      230,660.      MT  (+/- 180 meters Scaled)
 ES0564
 ES0564                          SUPERSEDED SURVEY CONTROL
 ES0564
 ES0564  NGVD 29 (??/??/92) 1343.062  (m)         4406.36   (f) ADJ UNCH    2 0
 ES0564
 ES0564.Superseded values are not recommended for survey control.
 ES0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0564.See file dsdata.txt to determine how the superseded data were derived.
 ES0564
 ES0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD333414(NAD 83)
 ES0564_MARKER: DD = SURVEY DISK
 ES0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0564_SP_SET: CULVERT
 ES0564_STAMPING: 4406.92 5295-01 1959
 ES0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0564
 ES0564  HISTORY     - Date     Condition        Report By
 ES0564  HISTORY     - 1959     MONUMENTED       AZHD
 ES0564  HISTORY     - 1959     GOOD             NGS
 ES0564
 ES0564                          STATION DESCRIPTION
 ES0564
 ES0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0564'38.3 MI S FROM FLAGSTAFF.
 ES0564'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0564'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0564'THENCE 38.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 1.7 MILES
 ES0564'SOUTH OF A GRAVEL ROAD LEADING TO SEDONA, 0.2 MILE SOUTH OF A LARGE
 ES0564'ROCK CUT, 27 FEET EAST OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE
 ES0564'CENTER OF THE EAST HEADWALL OF A 4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0494 ***********************************************************************
 ES0494  DESIGNATION -  4414.2
 ES0494  PID         -  ES0494
 ES0494  STATE/COUNTY-  AZ/YAVAPAI
 ES0494  USGS QUAD   -  SEDONA (1969)
 ES0494
 ES0494                         *CURRENT SURVEY CONTROL
 ES0494  ___________________________________________________________________
 ES0494* NAD 83(1986)-  34 51 50.     (N)    111 47 42.     (W)     SCALED    
 ES0494* NAVD 88     -      1346.503  (meters)    4417.65   (feet)  ADJUSTED  
 ES0494  ___________________________________________________________________
 ES0494  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 ES0494  DYNAMIC HT  -        1344.771 (meters)    4411.97  (feet)  COMP
 ES0494  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 ES0494
 ES0494  VERT ORDER  -  FIRST     CLASS II
 ES0494
 ES0494.The horizontal coordinates were scaled from a topographic map and have
 ES0494.an estimated accuracy of +/- 6 seconds.
 ES0494
 ES0494.The orthometric height was determined by differential leveling
 ES0494.and adjusted in June 1991.
 ES0494
 ES0494.The geoid height was determined by GEOID03.
 ES0494
 ES0494.The dynamic height is computed by dividing the NAVD 88
 ES0494.geopotential number by the normal gravity value computed on the
 ES0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0494.degrees latitude (g = 980.6199 gals.).
 ES0494
 ES0494.The modeled gravity was interpolated from observed gravity values.
 ES0494
 ES0494;                    North         East    Units  Estimated Accuracy
 ES0494;SPC AZ C     -   428,480.      224,480.      MT  (+/- 180 meters Scaled)
 ES0494
 ES0494                          SUPERSEDED SURVEY CONTROL
 ES0494
 ES0494  NGVD 29 (??/??/92) 1345.696  (m)         4415.00   (f) ADJ UNCH    1 2
 ES0494
 ES0494.Superseded values are not recommended for survey control.
 ES0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0494.See file dsdata.txt to determine how the superseded data were derived.
 ES0494
 ES0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD273582(NAD 83)
 ES0494_MARKER: O = CHISELED CIRCLE
 ES0494_SETTING: 80 = SET IN A BOULDER
 ES0494_SP_SET: BOULDER
 ES0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0494+STABILITY: SURFACE MOTION
 ES0494
 ES0494  HISTORY     - Date     Condition        Report By
 ES0494  HISTORY     - UNK      MONUMENTED       USGS
 ES0494  HISTORY     - 1933     GOOD             NGS
 ES0494
 ES0494                          STATION DESCRIPTION
 ES0494
 ES0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0494'1.9 MI SE FROM SEDONA.
 ES0494'AT SIDE OF HIGHWAY, 0,8 MILES EAST OF SHCOOLHOUSE, ON EAST BANK OF
 ES0494'WASH, 30 FEET NORTH OF HIGHWAY CENTER-LINE, ON TOP OF RED SANDSTONE
 ES0494'BOULDER PAINTED WHITE U.S.B.M. 4414.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0334 ***********************************************************************
 DU0334  DESIGNATION -  4414.845
 DU0334  PID         -  DU0334
 DU0334  STATE/COUNTY-  AZ/GILA
 DU0334  USGS QUAD   -  CHROME BUTTE (1966)
 DU0334
 DU0334                         *CURRENT SURVEY CONTROL
 DU0334  ___________________________________________________________________
 DU0334* NAD 83(1986)-  33 33 35.     (N)    110 40 38.     (W)     SCALED    
 DU0334* NAVD 88     -      1345.714  (meters)    4415.06   (feet)  ADJUSTED  
 DU0334  ___________________________________________________________________
 DU0334  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DU0334  DYNAMIC HT  -        1343.844 (meters)    4408.93  (feet)  COMP
 DU0334  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 DU0334
 DU0334  VERT ORDER  -  SECOND    CLASS 0
 DU0334
 DU0334.The horizontal coordinates were scaled from a topographic map and have
 DU0334.an estimated accuracy of +/- 6 seconds.
 DU0334
 DU0334.The orthometric height was determined by differential leveling
 DU0334.and adjusted in June 1991.
 DU0334
 DU0334.The geoid height was determined by GEOID03.
 DU0334
 DU0334.The dynamic height is computed by dividing the NAVD 88
 DU0334.geopotential number by the normal gravity value computed on the
 DU0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0334.degrees latitude (g = 980.6199 gals.).
 DU0334
 DU0334.The modeled gravity was interpolated from observed gravity values.
 DU0334
 DU0334;                    North         East    Units  Estimated Accuracy
 DU0334;SPC AZ E     -   283,940.      165,960.      MT  (+/- 180 meters Scaled)
 DU0334
 DU0334                          SUPERSEDED SURVEY CONTROL
 DU0334
 DU0334  NGVD 29 (??/??/92) 1345.038  (m)         4412.85   (f) ADJ UNCH    2 0
 DU0334
 DU0334.Superseded values are not recommended for survey control.
 DU0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0334.See file dsdata.txt to determine how the superseded data were derived.
 DU0334
 DU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC299133(NAD 83)
 DU0334_MARKER: DD = SURVEY DISK
 DU0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0334_SP_SET: CULVERT
 DU0334_STAMPING: STA 860+75 EL 4414.845
 DU0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0334
 DU0334  HISTORY     - Date     Condition        Report By
 DU0334  HISTORY     - UNK      MONUMENTED       AZHD
 DU0334  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0334
 DU0334                          STATION DESCRIPTION
 DU0334
 DU0334'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0334'17.4 MI NE FROM GLOBE.
 DU0334'17.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, IN
 DU0334'THE TOP OF THE CENTER OF A CONCRETE CULVERT, 14 FEET WEST OF THE
 DU0334'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  NOTE--
 DU0334'U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW CONCRETE CULVERTS
 DU0334'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0787 ***********************************************************************
 CZ0787  DESIGNATION -  443+83
 CZ0787  PID         -  CZ0787
 CZ0787  STATE/COUNTY-  AZ/PIMA
 CZ0787  USGS QUAD   -  THREE POINTS (1992)
 CZ0787
 CZ0787                         *CURRENT SURVEY CONTROL
 CZ0787  ___________________________________________________________________
 CZ0787* NAD 83(1986)-  32 05 42.     (N)    111 16 00.     (W)     SCALED    
 CZ0787* NAVD 88     -       765.47   (+/-2cm)    2511.4    (feet)  VERTCON   
 CZ0787  ___________________________________________________________________
 CZ0787  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0787
 CZ0787.The horizontal coordinates were scaled from a topographic map and have
 CZ0787.an estimated accuracy of +/- 6 seconds.
 CZ0787
 CZ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0787.The vertical order pertains to the NGVD 29 superseded value.
 CZ0787
 CZ0787.The geoid height was determined by GEOID03.
 CZ0787
 CZ0787;                    North         East    Units  Estimated Accuracy
 CZ0787;SPC AZ C     -   121,590.      274,710.      MT  (+/- 180 meters Scaled)
 CZ0787
 CZ0787                          SUPERSEDED SURVEY CONTROL
 CZ0787
 CZ0787  NGVD 29 (??/??/92)  764.786  (m)         2509.14   (f) ADJ UNCH    2 0
 CZ0787
 CZ0787.Superseded values are not recommended for survey control.
 CZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0787.See file dsdata.txt to determine how the superseded data were derived.
 CZ0787
 CZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA748509(NAD 83)
 CZ0787_MARKER: DD = SURVEY DISK
 CZ0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0787_SP_SET: CULVERT
 CZ0787_STAMPING: 443+83 2510.01
 CZ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0787
 CZ0787  HISTORY     - Date     Condition        Report By
 CZ0787  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0787  HISTORY     - 1951     GOOD             NGS
 CZ0787
 CZ0787                          STATION DESCRIPTION
 CZ0787
 CZ0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0787'19.1 MI SW FROM TUCSON.
 CZ0787'19.1 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0787'HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0787'HEADWALL OF A 4 BY 18 FOOT CONCRETE CULVERT, 23 YARDS SOUTHEAST OF A
 CZ0787'POWER LINE, 11 YARDS SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST
 CZ0787'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0607 ***********************************************************************
 ES0607  DESIGNATION -  4441.64
 ES0607  PID         -  ES0607
 ES0607  STATE/COUNTY-  AZ/YAVAPAI
 ES0607  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0607
 ES0607                         *CURRENT SURVEY CONTROL
 ES0607  ___________________________________________________________________
 ES0607* NAD 83(1986)-  34 30 29.     (N)    111 59 47.     (W)     SCALED    
 ES0607* NAVD 88     -      1354.62   (+/-2cm)    4444.3    (feet)  VERTCON   
 ES0607  ___________________________________________________________________
 ES0607  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 ES0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0607
 ES0607.The horizontal coordinates were scaled from a topographic map and have
 ES0607.an estimated accuracy of +/- 6 seconds.
 ES0607
 ES0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0607.The vertical order pertains to the NGVD 29 superseded value.
 ES0607
 ES0607.The geoid height was determined by GEOID03.
 ES0607
 ES0607;                    North         East    Units  Estimated Accuracy
 ES0607;SPC AZ C     -   389,010.      206,040.      MT  (+/- 180 meters Scaled)
 ES0607
 ES0607                          SUPERSEDED SURVEY CONTROL
 ES0607
 ES0607  NGVD 29 (??/??/92) 1353.810  (m)         4441.62   (f) ADJ UNCH    2 0
 ES0607
 ES0607.Superseded values are not recommended for survey control.
 ES0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0607.See file dsdata.txt to determine how the superseded data were derived.
 ES0607
 ES0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD085189(NAD 83)
 ES0607_MARKER: DD = SURVEY DISK
 ES0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0607_SP_SET: ABUTMENT
 ES0607_STAMPING: 4441.64 4082+52 1954
 ES0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0607+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ES0607
 ES0607  HISTORY     - Date     Condition        Report By
 ES0607  HISTORY     - 1954     MONUMENTED       AZHD
 ES0607  HISTORY     - 1959     GOOD             NGS
 ES0607  HISTORY     - 20080816 GOOD             GEOCAC
 ES0607
 ES0607                          STATION DESCRIPTION
 ES0607
 ES0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0607'10.6 MI SW FROM CAMP VERDE.
 ES0607'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0607'OFFICE IN CAMP VERDE, THENCE 7.6 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0607'0.1 MILE SOUTH OF MILEPOST 278, ABOUT 100 YARDS NORTH OF THE FRANK
 ES0607'BLIS SERVICE STATION, 16 FEET WEST OF THE CENTER OF THE HIGHWAY,
 ES0607'CEMENTED IN A DRILL HOLE 3 FEET NORTH OF THE SOUTH END OF THE WEST
 ES0607'ABUTMENT OF A LARGE CONCRETE BRIDGE OVER CIENEGO CREEK.
 ES0607
 ES0607                          STATION RECOVERY (2008)
 ES0607
 ES0607'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0607'GPSR COORDINATES (NAD 83) N34 30.507 W111 59.782
 ES0607'4,441 FT ASL
 ES0607'HIGHWAY 79 IS NOW KNOWN AS INTERSTATE 17.
 ES0607'THE FRANK BLISS SERVICE STATION MENTIONED IN THE ORIGINAL DESCRIPTION
 ES0607'IS GONE.  THE HIGHWAY AT THAT TIME WAS 2 LANES, AND HAS BEEN REPLACED
 ES0607'WITH A FOUR-LANE INTERSTATE.  AT THE LOCATION OF ES0607, A NEW BRIDGE
 ES0607'WAS ERECTED OVER THE CREEK.  ON THE TOPS OF THE WEST SIDE ABUTMENTS OF
 ES0607'THE BRIDGE, NEW AZ DOT DISKS HAVE BEEN CEMENTED.  BOTH THE SOUTH AND
 ES0607'NORTH ENDS, WEST SIDE, HAVE NEW DISKS.
 ES0607' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0107 ***********************************************************************
 CF0107  DESIGNATION -  4448
 CF0107  PID         -  CF0107
 CF0107  STATE/COUNTY-  AZ/COCHISE
 CF0107  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0107
 CF0107                         *CURRENT SURVEY CONTROL
 CF0107  ___________________________________________________________________
 CF0107* NAD 83(1986)-  31 28 05.     (N)    109 22 58.     (W)     SCALED    
 CF0107* NAVD 88     -      1356.65   (+/-2cm)    4450.9    (feet)  VERTCON   
 CF0107  ___________________________________________________________________
 CF0107  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CF0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0107
 CF0107.The horizontal coordinates were scaled from a topographic map and have
 CF0107.an estimated accuracy of +/- 6 seconds.
 CF0107
 CF0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0107.The vertical order pertains to the NGVD 29 superseded value.
 CF0107
 CF0107.The geoid height was determined by GEOID03.
 CF0107
 CF0107;                    North         East    Units  Estimated Accuracy
 CF0107;SPC AZ E     -    52,160.      287,850.      MT  (+/- 180 meters Scaled)
 CF0107
 CF0107                          SUPERSEDED SURVEY CONTROL
 CF0107
 CF0107  NGVD 29 (??/??/92) 1355.781  (m)         4448.09   (f) ADJ UNCH    2 0
 CF0107
 CF0107.Superseded values are not recommended for survey control.
 CF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0107.See file dsdata.txt to determine how the superseded data were derived.
 CF0107
 CF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV536826(NAD 83)
 CF0107_MARKER: DD = SURVEY DISK
 CF0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0107_SP_SET: BRIDGE
 CF0107_STAMPING: 4448
 CF0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0107
 CF0107  HISTORY     - Date     Condition        Report By
 CF0107  HISTORY     - UNK      MONUMENTED       USGS
 CF0107  HISTORY     - 1935     GOOD             NGS
 CF0107  HISTORY     - 1980     GOOD             USGS
 CF0107
 CF0107                          STATION DESCRIPTION
 CF0107
 CF0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0107'17.3 MI NE FROM DOUGLAS.
 CF0107'17.3 MI. N.E. ALONG S.P. RY., IN MI. ZONE NO. 1124, AND SET ON E. END
 CF0107'OF S. HEADWALL OF BRIDGE NO. 1124.22.
 CF0107
 CF0107                          STATION RECOVERY (1980)
 CF0107
 CF0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0107'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0107'HWY 80 12.1 MI AND BM SITE. STANDARD TABLET SET IN SE CORNER OF HEAD
 CF0107'WALL APPROX. 100 FT. N OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1388 ***********************************************************************
 DU1388  DESIGNATION -  447+62
 DU1388  PID         -  DU1388
 DU1388  STATE/COUNTY-  AZ/MARICOPA
 DU1388  USGS QUAD   -  BUCKHORN (1982)
 DU1388
 DU1388                         *CURRENT SURVEY CONTROL
 DU1388  ___________________________________________________________________
 DU1388* NAD 83(1986)-  33 24 54.     (N)    111 40 32.     (W)     SCALED    
 DU1388* NAVD 88     -       435.91   (+/-2cm)    1430.1    (feet)  VERTCON   
 DU1388  ___________________________________________________________________
 DU1388  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU1388  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1388
 DU1388.The horizontal coordinates were scaled from a topographic map and have
 DU1388.an estimated accuracy of +/- 6 seconds.
 DU1388
 DU1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1388.The vertical order pertains to the NGVD 29 superseded value.
 DU1388
 DU1388.The geoid height was determined by GEOID03.
 DU1388
 DU1388;                    North         East    Units  Estimated Accuracy
 DU1388;SPC AZ C     -   267,800.      235,780.      MT  (+/- 180 meters Scaled)
 DU1388
 DU1388                          SUPERSEDED SURVEY CONTROL
 DU1388
 DU1388  NGVD 29 (??/??/92)  435.369  (m)         1428.37   (f) ADJ UNCH    1 1
 DU1388
 DU1388.Superseded values are not recommended for survey control.
 DU1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1388.See file dsdata.txt to determine how the superseded data were derived.
 DU1388
 DU1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB371974(NAD 83)
 DU1388_MARKER: DD = SURVEY DISK
 DU1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1388_SP_SET: CULVERT
 DU1388_STAMPING: 447+62
 DU1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1388
 DU1388  HISTORY     - Date     Condition        Report By
 DU1388  HISTORY     - UNK      MONUMENTED       AZHD
 DU1388  HISTORY     - 1975     GOOD             AZDT
 DU1388  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU1388
 DU1388                          STATION DESCRIPTION
 DU1388
 DU1388'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1388'9.1 MI E FROM MESA.
 DU1388'FROM MILEPOST 189, U.S. 60 AND 70, WEST ON THE HIGHWAY 0.4 MILES AND
 DU1388'TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, NORTH OF THE WEST
 DU1388'BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT HEADWALL.
 DU1388
 DU1388                          STATION RECOVERY (2006)
 DU1388
 DU1388'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1388'MARK NOT RECOVERED. UNABLE TO LOCATE A CULVERT HEADWALL AT THIS
 DU1388'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0544 ***********************************************************************
 CZ0544  DESIGNATION -  448+05.2
 CZ0544  PID         -  CZ0544
 CZ0544  STATE/COUNTY-  AZ/PIMA
 CZ0544  USGS QUAD   -  JAYNES (1992)
 CZ0544
 CZ0544                         *CURRENT SURVEY CONTROL
 CZ0544  ___________________________________________________________________
 CZ0544* NAD 83(1986)-  32 19 51.     (N)    111 03 29.     (W)     SCALED    
 CZ0544* NAVD 88     -       675.643  (meters)    2216.67   (feet)  ADJUSTED  
 CZ0544  ___________________________________________________________________
 CZ0544  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0544  DYNAMIC HT  -         674.729 (meters)    2213.67  (feet)  COMP
 CZ0544  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 CZ0544
 CZ0544  VERT ORDER  -  FIRST     CLASS II
 CZ0544
 CZ0544.The horizontal coordinates were scaled from a topographic map and have
 CZ0544.an estimated accuracy of +/- 6 seconds.
 CZ0544
 CZ0544.The orthometric height was determined by differential leveling
 CZ0544.and adjusted in June 1991.
 CZ0544
 CZ0544.The geoid height was determined by GEOID03.
 CZ0544
 CZ0544.The dynamic height is computed by dividing the NAVD 88
 CZ0544.geopotential number by the normal gravity value computed on the
 CZ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0544.degrees latitude (g = 980.6199 gals.).
 CZ0544
 CZ0544.The modeled gravity was interpolated from observed gravity values.
 CZ0544
 CZ0544;                    North         East    Units  Estimated Accuracy
 CZ0544;SPC AZ C     -   147,870.      294,190.      MT  (+/- 180 meters Scaled)
 CZ0544
 CZ0544                          SUPERSEDED SURVEY CONTROL
 CZ0544
 CZ0544  NGVD 29 (??/??/92)  674.978  (m)         2214.49   (f) ADJ UNCH    1 2
 CZ0544
 CZ0544.Superseded values are not recommended for survey control.
 CZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0544.See file dsdata.txt to determine how the superseded data were derived.
 CZ0544
 CZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA945771(NAD 83)
 CZ0544_MARKER: DD = SURVEY DISK
 CZ0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0544_SP_SET: CULVERT
 CZ0544_STAMPING: 2215.17 1930 448+05.2
 CZ0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0544
 CZ0544  HISTORY     - Date     Condition        Report By
 CZ0544  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0544  HISTORY     - 1951     GOOD             NGS
 CZ0544  HISTORY     - 1960     GOOD             NGS
 CZ0544  HISTORY     - 1980     GOOD             NGS
 CZ0544  HISTORY     - 19970309 GOOD             USPSQD
 CZ0544  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0544
 CZ0544                          STATION DESCRIPTION
 CZ0544
 CZ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0544'2.5 MI SE FROM CORTARO.
 CZ0544'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0544'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, AT THE
 CZ0544'KINO STATION SIGN, AT RAILROAD MILEAGE 974.65, 140 FEET SOUTHEAST OF A
 CZ0544'T JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO G. MARTINEZ RANCH, IN
 CZ0544'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A
 CZ0544'30 INCH CORRUGATED METAL PIPE CULVERT WHICH PASSES UNDER HIGHWAY, AND
 CZ0544'17 1/2 FEET NORTHEAST OF THE HIGHWAY CENTERLINE.
 CZ0544
 CZ0544                          STATION RECOVERY (1960)
 CZ0544
 CZ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0544'RECOVERED IN GOOD CONDITION.
 CZ0544
 CZ0544                          STATION RECOVERY (1980)
 CZ0544
 CZ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0544'15.0 KILOMETERS (9.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0544'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP AND CENTER OF
 CZ0544'THE NORTHEAST HEADWALL OF A 0.8-METER PIPE CULVERT UNDER THE
 CZ0544'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS AND 5.2 METERS (17
 CZ0544'FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0544'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0544
 CZ0544                          STATION RECOVERY (1997)
 CZ0544
 CZ0544'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0544'RECOVERED IN GOOD CONDITION.
 CZ0544
 CZ0544                          STATION RECOVERY (2006)
 CZ0544
 CZ0544'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0544'MARK NOT FOUND.  HIGHWAY REDONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1205 ***********************************************************************
 DU1205  DESIGNATION -  449+10
 DU1205  PID         -  DU1205
 DU1205  STATE/COUNTY-  AZ/GILA
 DU1205  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1205
 DU1205                         *CURRENT SURVEY CONTROL
 DU1205  ___________________________________________________________________
 DU1205* NAD 83(1986)-  33 47 30.     (N)    110 29 54.     (W)     SCALED    
 DU1205* NAVD 88     -      1316.619  (meters)    4319.61   (feet)  ADJUSTED  
 DU1205  ___________________________________________________________________
 DU1205  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU1205  DYNAMIC HT  -        1314.839 (meters)    4313.77  (feet)  COMP
 DU1205  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DU1205
 DU1205  VERT ORDER  -  FIRST     CLASS II
 DU1205
 DU1205.The horizontal coordinates were scaled from a topographic map and have
 DU1205.an estimated accuracy of +/- 6 seconds.
 DU1205
 DU1205.The orthometric height was determined by differential leveling
 DU1205.and adjusted in June 1991.
 DU1205
 DU1205.The geoid height was determined by GEOID03.
 DU1205
 DU1205.The dynamic height is computed by dividing the NAVD 88
 DU1205.geopotential number by the normal gravity value computed on the
 DU1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1205.degrees latitude (g = 980.6199 gals.).
 DU1205
 DU1205.The modeled gravity was interpolated from observed gravity values.
 DU1205
 DU1205;                    North         East    Units  Estimated Accuracy
 DU1205;SPC AZ E     -   309,600.      182,650.      MT  (+/- 180 meters Scaled)
 DU1205
 DU1205                          SUPERSEDED SURVEY CONTROL
 DU1205
 DU1205.No superseded survey control is available for this station.
 DU1205
 DU1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC464391(NAD 83)
 DU1205_MARKER: DB = BENCH MARK DISK
 DU1205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1205_SP_SET: CONCRETE BRIDGE ABUTMENT
 DU1205_STAMPING: 3928.77 449+10 1960
 DU1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1205+STABILITY: SURFACE MOTION
 DU1205
 DU1205  HISTORY     - Date     Condition        Report By
 DU1205  HISTORY     - 1960     MONUMENTED       AZHD
 DU1205  HISTORY     - 1979     GOOD             NGS
 DU1205
 DU1205                          STATION DESCRIPTION
 DU1205
 DU1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1205'35.3 MI NE FROM GLOBE.
 DU1205'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER
 DU1205'BRIDGE IN SALT RIVER CANYON, 60 FEET SOUTH AND ACROSS THE HIGHWAY
 DU1205'FROM THE EAST END OF A GUARDRAIL AND 20 FEET SOUTH OF THE
 DU1205'CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0
 DU1205'MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1205'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0012 ***********************************************************************
 ET0012  DESIGNATION -  4495
 ET0012  PID         -  ET0012
 ET0012  STATE/COUNTY-  AZ/YAVAPAI
 ET0012  USGS QUAD   -  PAULDEN (1979)
 ET0012
 ET0012                         *CURRENT SURVEY CONTROL
 ET0012  ___________________________________________________________________
 ET0012* NAD 83(1986)-  34 54 52.     (N)    112 27 00.     (W)     SCALED    
 ET0012* NAVD 88     -      1373.16   (+/-2cm)    4505.1    (feet)  VERTCON   
 ET0012  ___________________________________________________________________
 ET0012  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ET0012  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0012
 ET0012.The horizontal coordinates were scaled from a topographic map and have
 ET0012.an estimated accuracy of +/- 6 seconds.
 ET0012
 ET0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0012.The vertical order pertains to the NGVD 29 superseded value.
 ET0012
 ET0012.The geoid height was determined by GEOID03.
 ET0012
 ET0012;                    North         East    Units  Estimated Accuracy
 ET0012;SPC AZ C     -   434,210.      164,630.      MT  (+/- 180 meters Scaled)
 ET0012
 ET0012                          SUPERSEDED SURVEY CONTROL
 ET0012
 ET0012  NGVD 29 (??/??/92) 1372.342  (m)         4502.43   (f) ADJ UNCH    1 2
 ET0012
 ET0012.Superseded values are not recommended for survey control.
 ET0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0012.See file dsdata.txt to determine how the superseded data were derived.
 ET0012
 ET0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD675645(NAD 83)
 ET0012_MARKER: P = PIPE CAP
 ET0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0012_STAMPING: 4495 PRSCT
 ET0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0012
 ET0012  HISTORY     - Date     Condition        Report By
 ET0012  HISTORY     - UNK      MONUMENTED       USGS
 ET0012  HISTORY     - 1933     GOOD             NGS
 ET0012
 ET0012                          STATION DESCRIPTION
 ET0012
 ET0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0012'7.4 MI S FROM DRAKE.
 ET0012'ABOUT 7.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0012'FROM DRAKE, YAVAPAI COUNTY, ABOUT 1.0 MILE NORTH OF ABRA SIDING, EAST
 ET0012'OF THE VALLEY VISTA SERVICE STATION ON U.S. HIGHWAY 89 ABOUT 7.1 MILES
 ET0012'SOUTH OF THE JUNCTION OF THE ROAD TO DRAKE, ABOUT 0.6 MILE SOUTHWEST
 ET0012'OF MILEPOST 28, 0.2 MILE NORTHEAST OF AN OIL DERRICK, ABOUT 115 FEET
 ET0012'NORTHWEST OF THE CENTER LINE OF THE TRACK, AND AT THE SOUTH EDGE OF A
 ET0012'WAGON ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 ET0012'4495 PRSCT AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 ET0012'ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1534 ***********************************************************************
 DV1534  DESIGNATION -  45 A
 DV1534  PID         -  DV1534
 DV1534  STATE/COUNTY-  AZ/MARICOPA
 DV1534  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1534
 DV1534                         *CURRENT SURVEY CONTROL
 DV1534  ___________________________________________________________________
 DV1534* NAD 83(1986)-  33 33 07.     (N)    113 14 12.     (W)     SCALED    
 DV1534* NAVD 88     -       396.32   (+/-2cm)    1300.3    (feet)  VERTCON   
 DV1534  ___________________________________________________________________
 DV1534  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV1534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1534
 DV1534.The horizontal coordinates were scaled from a topographic map and have
 DV1534.an estimated accuracy of +/- 6 seconds.
 DV1534
 DV1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1534.The vertical order pertains to the NGVD 29 superseded value.
 DV1534
 DV1534.The geoid height was determined by GEOID03.
 DV1534
 DV1534;                    North         East    Units  Estimated Accuracy
 DV1534;SPC AZ C     -   283,740.       90,780.      MT  (+/- 180 meters Scaled)
 DV1534
 DV1534                          SUPERSEDED SURVEY CONTROL
 DV1534
 DV1534  NGVD 29 (??/??/92)  395.751  (m)         1298.39   (f) ADJ UNCH    2 0
 DV1534
 DV1534.Superseded values are not recommended for survey control.
 DV1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1534.See file dsdata.txt to determine how the superseded data were derived.
 DV1534
 DV1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC923147(NAD 83)
 DV1534_MARKER: DD = SURVEY DISK
 DV1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1534_STAMPING: 45 A 1962
 DV1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1534+STABILITY: SURFACE MOTION
 DV1534
 DV1534  HISTORY     - Date     Condition        Report By
 DV1534  HISTORY     - 1962     MONUMENTED       AZHD
 DV1534
 DV1534                          STATION DESCRIPTION
 DV1534
 DV1534'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1534'29.3 MI SE FROM SALOME.
 DV1534'0.6 MILE EAST-SOUTHEAST OF A Q 413 45, AN ARIZONA HIGHWAY DEPARTMENT
 DV1534'DISK STAMPED 45 A 1962, SET IN TOP OF AO CONCRETE POST FLUSH WITH THE
 DV1534'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1534'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0836 ***********************************************************************
 FQ0836  DESIGNATION -  45 BKC
 FQ0836  PID         -  FQ0836
 FQ0836  STATE/COUNTY-  AZ/COCONINO
 FQ0836  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0836
 FQ0836                         *CURRENT SURVEY CONTROL
 FQ0836  ___________________________________________________________________
 FQ0836* NAD 83(1986)-  35 33 55.     (N)    111 03 57.     (W)     SCALED    
 FQ0836* NAVD 88     -      1478.681  (meters)    4851.31   (feet)  POSTED    
 FQ0836  ___________________________________________________________________
 FQ0836  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0836  DYNAMIC HT  -        1476.790 (meters)    4845.10  (feet)  COMP
 FQ0836  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 FQ0836
 FQ0836  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0836
 FQ0836.The horizontal coordinates were scaled from a topographic map and have
 FQ0836.an estimated accuracy of +/- 6 seconds.
 FQ0836
 FQ0836.The orthometric height was determined by differential leveling
 FQ0836.and adjusted by the  in 1992.
 FQ0836.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0836.rate of 0.0 thru 1.0 mm/km.
 FQ0836
 FQ0836.The geoid height was determined by GEOID03.
 FQ0836
 FQ0836.The dynamic height is computed by dividing the NAVD 88
 FQ0836.geopotential number by the normal gravity value computed on the
 FQ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0836.degrees latitude (g = 980.6199 gals.).
 FQ0836
 FQ0836.The modeled gravity was interpolated from observed gravity values.
 FQ0836
 FQ0836;                    North         East    Units  Estimated Accuracy
 FQ0836;SPC AZ C     -   506,620.      290,490.      MT  (+/- 180 meters Scaled)
 FQ0836
 FQ0836                          SUPERSEDED SURVEY CONTROL
 FQ0836
 FQ0836.No superseded survey control is available for this station.
 FQ0836
 FQ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE940357(NAD 83)
 FQ0836_MARKER: DB = BENCH MARK DISK
 FQ0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0836_SP_SET: COPPER-CLAD STEEL ROD
 FQ0836_STAMPING: 45 BKC 1986
 FQ0836_MARK LOGO: USGS  
 FQ0836_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0836+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0836
 FQ0836  HISTORY     - Date     Condition        Report By
 FQ0836  HISTORY     - 1968     MONUMENTED       USGS
 FQ0836
 FQ0836                          STATION DESCRIPTION
 FQ0836
 FQ0836'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0836'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0836'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0836'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0836'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0836'THENCE 5.8 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A GROUP
 FQ0836'OF HOUSES, 57 FEET SOUTH OF THE ROAD, 1.5 FEET NORTHWEST OF A WITNESS
 FQ0836'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0836'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0772 ***********************************************************************
 DA0772  DESIGNATION -  45 GWM
 DA0772  PID         -  DA0772
 DA0772  STATE/COUNTY-  AZ/MARICOPA
 DA0772  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0772
 DA0772                         *CURRENT SURVEY CONTROL
 DA0772  ___________________________________________________________________
 DA0772* NAD 83(1986)-  32 43 21.     (N)    113 17 05.     (W)     SCALED    
 DA0772* NAVD 88     -       191.73   (+/-2cm)     629.0    (feet)  VERTCON   
 DA0772  ___________________________________________________________________
 DA0772  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DA0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0772
 DA0772.The horizontal coordinates were scaled from a topographic map and have
 DA0772.an estimated accuracy of +/- 6 seconds.
 DA0772
 DA0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0772.The vertical order pertains to the NGVD 29 superseded value.
 DA0772
 DA0772.The geoid height was determined by GEOID03.
 DA0772
 DA0772;                    North         East    Units  Estimated Accuracy
 DA0772;SPC AZ C     -   191,810.       85,120.      MT  (+/- 180 meters Scaled)
 DA0772
 DA0772                          SUPERSEDED SURVEY CONTROL
 DA0772
 DA0772  NGVD 29 (??/??/92)  191.136  (m)          627.09   (f) ADJ UNCH    2 0
 DA0772
 DA0772.Superseded values are not recommended for survey control.
 DA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0772.See file dsdata.txt to determine how the superseded data were derived.
 DA0772
 DA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB858228(NAD 83)
 DA0772_MARKER: DD = SURVEY DISK
 DA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0772_STAMPING: 45 GWM 627 1948
 DA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0772+STABILITY: SURFACE MOTION
 DA0772
 DA0772  HISTORY     - Date     Condition        Report By
 DA0772  HISTORY     - 1948     MONUMENTED       USGS
 DA0772  HISTORY     - 1962     GOOD             NGS
 DA0772
 DA0772                          STATION DESCRIPTION
 DA0772
 DA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0772'12.95 MI SSW FROM SENTINEL.
 DA0772'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0772'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0772'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 2.1
 DA0772'MILES SOUTH ALONG A DIM TRAIL ROAD, 1.2 MILES WEST AND 2.1 MILES SOUTH
 DA0772'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0772'IS NUMBERED 20, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 DA0772'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DA0772'THE TOP OF A CONCRETE POST USING AN 8-INCH TILE FOR A FORM WHICH
 DA0772'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0637 ***********************************************************************
 FP0637  DESIGNATION -  45 HLS
 FP0637  PID         -  FP0637
 FP0637  STATE/COUNTY-  AZ/APACHE
 FP0637  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0637
 FP0637                         *CURRENT SURVEY CONTROL
 FP0637  ___________________________________________________________________
 FP0637* NAD 83(1986)-  35 34 46.     (N)    109 32 08.     (W)     SCALED    
 FP0637* NAVD 88     -      2108.326  (meters)    6917.07   (feet)  ADJUSTED  
 FP0637  ___________________________________________________________________
 FP0637  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 FP0637  DYNAMIC HT  -        2105.376 (meters)    6907.39  (feet)  COMP
 FP0637  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 FP0637
 FP0637  VERT ORDER  -  SECOND    CLASS II
 FP0637
 FP0637.The horizontal coordinates were scaled from a topographic map and have
 FP0637.an estimated accuracy of +/- 6 seconds.
 FP0637
 FP0637.The orthometric height was determined by differential leveling
 FP0637.and adjusted in June 1991.
 FP0637
 FP0637.The geoid height was determined by GEOID03.
 FP0637
 FP0637.The dynamic height is computed by dividing the NAVD 88
 FP0637.geopotential number by the normal gravity value computed on the
 FP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0637.degrees latitude (g = 980.6199 gals.).
 FP0637
 FP0637.The modeled gravity was interpolated from observed gravity values.
 FP0637
 FP0637;                    North         East    Units  Estimated Accuracy
 FP0637;SPC AZ E     -   508,040.      270,560.      MT  (+/- 180 meters Scaled)
 FP0637
 FP0637                          SUPERSEDED SURVEY CONTROL
 FP0637
 FP0637  NGVD 29 (??/??/92) 2107.27   (m)         6913.6    (f) COMPUTED    2 2
 FP0637
 FP0637.Superseded values are not recommended for survey control.
 FP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0637.See file dsdata.txt to determine how the superseded data were derived.
 FP0637
 FP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE326382(NAD 83)
 FP0637_MARKER: DB = BENCH MARK DISK
 FP0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0637_SP_SET: COPPER-CLAD STEEL ROD
 FP0637_STAMPING: 45 HLS 1970 6914
 FP0637_MARK LOGO: USGS  
 FP0637_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0637+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0637
 FP0637  HISTORY     - Date     Condition        Report By
 FP0637  HISTORY     - 1970     MONUMENTED       USGS
 FP0637
 FP0637                          STATION DESCRIPTION
 FP0637
 FP0637'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0637'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0637'OFFICE AT GANADO, ARIZONA), PROCEED 5.5 MILES NORTH ALONG STATE
 FP0637'HIGHWAY 63 TO THE JUNCTION OF A CROSSROAD, 173 FEET NORTH OF THE
 FP0637'CROSSROAD, 58 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0637'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0637'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0517 ***********************************************************************
 CZ0517  DESIGNATION -  45+21.7
 CZ0517  PID         -  CZ0517
 CZ0517  STATE/COUNTY-  AZ/PIMA
 CZ0517  USGS QUAD   -  MARANA (1992)
 CZ0517
 CZ0517                         *CURRENT SURVEY CONTROL
 CZ0517  ___________________________________________________________________
 CZ0517* NAD 83(1986)-  32 24 43.     (N)    111 08 45.     (W)     SCALED    
 CZ0517* NAVD 88     -       629.707  (meters)    2065.96   (feet)  ADJUSTED  
 CZ0517  ___________________________________________________________________
 CZ0517  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0517  DYNAMIC HT  -         628.874 (meters)    2063.23  (feet)  COMP
 CZ0517  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 CZ0517
 CZ0517  VERT ORDER  -  FIRST     CLASS II
 CZ0517
 CZ0517.The horizontal coordinates were scaled from a topographic map and have
 CZ0517.an estimated accuracy of +/- 6 seconds.
 CZ0517
 CZ0517.The orthometric height was determined by differential leveling
 CZ0517.and adjusted in June 1991.
 CZ0517
 CZ0517.The geoid height was determined by GEOID03.
 CZ0517
 CZ0517.The dynamic height is computed by dividing the NAVD 88
 CZ0517.geopotential number by the normal gravity value computed on the
 CZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0517.degrees latitude (g = 980.6199 gals.).
 CZ0517
 CZ0517.The modeled gravity was interpolated from observed gravity values.
 CZ0517
 CZ0517;                    North         East    Units  Estimated Accuracy
 CZ0517;SPC AZ C     -   156,810.      285,870.      MT  (+/- 180 meters Scaled)
 CZ0517
 CZ0517                          SUPERSEDED SURVEY CONTROL
 CZ0517
 CZ0517  NGVD 29 (??/??/92)  629.081  (m)         2063.91   (f) ADJ UNCH    1 2
 CZ0517
 CZ0517.Superseded values are not recommended for survey control.
 CZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0517.See file dsdata.txt to determine how the superseded data were derived.
 CZ0517
 CZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA862861(NAD 83)
 CZ0517_MARKER: DD = SURVEY DISK
 CZ0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0517_SP_SET: CURB
 CZ0517_STAMPING: 2064.31 45+21.7
 CZ0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0517+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0517
 CZ0517  HISTORY     - Date     Condition        Report By
 CZ0517  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0517  HISTORY     - 1951     GOOD             NGS
 CZ0517  HISTORY     - 1960     GOOD             NGS
 CZ0517  HISTORY     - 1980     GOOD             NGS
 CZ0517  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0517
 CZ0517                          STATION DESCRIPTION
 CZ0517
 CZ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0517'0.3 MI SE FROM RILLITO.
 CZ0517'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0517'RAILROAD FROM THE RAILROAD STATION AT RILLITO, AT MILE POLE 967, IN
 CZ0517'THE TOP AND IN THE APPROXIMATE CENTER OF A NORTHEAST CURBING OF THE
 CZ0517'HIGHWAY BRIDGE, 69.2 FEET SOUTHEAST OF TELEGRAPH POLE 11525, 16 1/2
 CZ0517'FEET NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND HIGHWAY
 CZ0517'TRAFFIC LANE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0517
 CZ0517                          STATION RECOVERY (1960)
 CZ0517
 CZ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0517'RECOVERED IN GOOD CONDITION.
 CZ0517
 CZ0517                          STATION RECOVERY (1980)
 CZ0517
 CZ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0517'27.2 KILOMETERS (16.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0517'RAILROAD FROM THE STATION AT TUCSON, AT MILE POST 967, IN THE TOP
 CZ0517'AND CENTER OF THE NORTHEAST HEADWALL OF A 3-CHANNEL BOX CULVERT
 CZ0517'UNDER THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 64.6 METERS (212
 CZ0517'FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 6.8 METERS
 CZ0517'(22.3 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND
 CZ0517'4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0517'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0517
 CZ0517                          STATION RECOVERY (2006)
 CZ0517
 CZ0517'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0303 ***********************************************************************
 CZ0303  DESIGNATION -  4502
 CZ0303  PID         -  CZ0303
 CZ0303  STATE/COUNTY-  AZ/PINAL
 CZ0303  USGS QUAD   -  ORACLE (1988)
 CZ0303
 CZ0303                         *CURRENT SURVEY CONTROL
 CZ0303  ___________________________________________________________________
 CZ0303* NAD 83(1986)-  32 36 40.     (N)    110 46 16.     (W)     SCALED    
 CZ0303* NAVD 88     -      1376.46   (+/-2cm)    4515.9    (feet)  VERTCON   
 CZ0303  ___________________________________________________________________
 CZ0303  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CZ0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0303
 CZ0303.The horizontal coordinates were scaled from a topographic map and have
 CZ0303.an estimated accuracy of +/- 6 seconds.
 CZ0303
 CZ0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0303.The vertical order pertains to the NGVD 29 superseded value.
 CZ0303
 CZ0303.The geoid height was determined by GEOID03.
 CZ0303
 CZ0303;                    North         East    Units  Estimated Accuracy
 CZ0303;SPC AZ C     -   179,210.      320,880.      MT  (+/- 180 meters Scaled)
 CZ0303
 CZ0303                          SUPERSEDED SURVEY CONTROL
 CZ0303
 CZ0303  NGVD 29 (??/??/92) 1375.692  (m)         4513.42   (f) ADJ UNCH    2 0
 CZ0303
 CZ0303.Superseded values are not recommended for survey control.
 CZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0303.See file dsdata.txt to determine how the superseded data were derived.
 CZ0303
 CZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB214081(NAD 83)
 CZ0303_MARKER: P = PIPE CAP
 CZ0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0303_STAMPING: 4502 NOGLS
 CZ0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0303
 CZ0303  HISTORY     - Date     Condition        Report By
 CZ0303  HISTORY     - UNK      MONUMENTED       USGS
 CZ0303  HISTORY     - 1934     GOOD             NGS
 CZ0303
 CZ0303                          STATION DESCRIPTION
 CZ0303
 CZ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0303'IN ORACLE.
 CZ0303'AT ORACLE, PINAL COUNTY, AT THE POST OFFICE, 25 FEET NORTHWEST OF THE
 CZ0303'NORTHWEST CORNER, AND 6 FEET NORTH OF A POLE.  A UNITED STATES
 CZ0303'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4502 NOGLS AND RIVETED ON THE
 CZ0303'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0502 ***********************************************************************
 ES0502  DESIGNATION -  4506.0
 ES0502  PID         -  ES0502
 ES0502  STATE/COUNTY-  AZ/COCONINO
 ES0502  USGS QUAD   -  MUNDS PARK (1974)
 ES0502
 ES0502                         *CURRENT SURVEY CONTROL
 ES0502  ___________________________________________________________________
 ES0502* NAD 83(1986)-  34 54 11.     (N)    111 43 44.     (W)     SCALED    
 ES0502* NAVD 88     -      1374.53   (+/-2cm)    4509.6    (feet)  VERTCON   
 ES0502  ___________________________________________________________________
 ES0502  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES0502  VERT ORDER  -  ? (See Below)
 ES0502
 ES0502.The horizontal coordinates were scaled from a topographic map and have
 ES0502.an estimated accuracy of +/- 6 seconds.
 ES0502
 ES0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0502.The vertical order pertains to the NGVD 29 superseded value.
 ES0502
 ES0502.The geoid height was determined by GEOID03.
 ES0502
 ES0502;                    North         East    Units  Estimated Accuracy
 ES0502;SPC AZ C     -   432,840.      230,520.      MT  (+/- 180 meters Scaled)
 ES0502
 ES0502                          SUPERSEDED SURVEY CONTROL
 ES0502
 ES0502  NGVD 29 (??/??/92) 1373.680  (m)         4506.82   (f) ADJ UNCH    ?  
 ES0502
 ES0502.Superseded values are not recommended for survey control.
 ES0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0502.See file dsdata.txt to determine how the superseded data were derived.
 ES0502
 ES0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334625(NAD 83)
 ES0502_MARKER: O = CHISELED CIRCLE
 ES0502_SETTING: 66 = SET IN ROCK OUTCROP
 ES0502_SP_SET: ROCK LEDGE
 ES0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0502+STABILITY: POSITION/ELEVATION WELL
 ES0502
 ES0502  HISTORY     - Date     Condition        Report By
 ES0502  HISTORY     - UNK      MONUMENTED       USGS
 ES0502  HISTORY     - 1933     GOOD             NGS
 ES0502
 ES0502                          STATION DESCRIPTION
 ES0502
 ES0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0502'4.0 MI N FROM SEDONA.
 ES0502'AT SIDE OF HIGHWAY, AT SOUTHWEST END OF CUT, 30 FEET NORTHWEST OF
 ES0502'HIGHWAY CENTER-LINE, ON TOP OF LEDGE OF ROCK PAINTED WHITE U.S.B.M.
 ES0502'4506.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0026 ***********************************************************************
 ET0026  DESIGNATION -  4507
 ET0026  PID         -  ET0026
 ET0026  STATE/COUNTY-  AZ/YAVAPAI
 ET0026  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0026
 ET0026                         *CURRENT SURVEY CONTROL
 ET0026  ___________________________________________________________________
 ET0026* NAD 83(1986)-  34 48 37.     (N)    112 26 24.     (W)     SCALED    
 ET0026* NAVD 88     -      1376.822  (meters)    4517.12   (feet)  POSTED    
 ET0026  ___________________________________________________________________
 ET0026  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 ET0026  DYNAMIC HT  -        1375.030 (meters)    4511.24  (feet)  COMP
 ET0026  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 ET0026
 ET0026  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0026
 ET0026.The horizontal coordinates were scaled from a topographic map and have
 ET0026.an estimated accuracy of +/- 6 seconds.
 ET0026
 ET0026.The orthometric height was determined by differential leveling
 ET0026.and adjusted in November 2005.
 ET0026.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0026.rate of 2.1 thru 3.0 mm/km.
 ET0026
 ET0026.The geoid height was determined by GEOID03.
 ET0026
 ET0026.The dynamic height is computed by dividing the NAVD 88
 ET0026.geopotential number by the normal gravity value computed on the
 ET0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0026.degrees latitude (g = 980.6199 gals.).
 ET0026
 ET0026.The modeled gravity was interpolated from observed gravity values.
 ET0026
 ET0026;                    North         East    Units  Estimated Accuracy
 ET0026;SPC AZ C     -   422,650.      165,480.      MT  (+/- 180 meters Scaled)
 ET0026
 ET0026                          SUPERSEDED SURVEY CONTROL
 ET0026
 ET0026  NGVD 29 (??/??/92) 1376.066  (m)         4514.64   (f) ADJ UNCH    1 2
 ET0026
 ET0026.Superseded values are not recommended for survey control.
 ET0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0026.See file dsdata.txt to determine how the superseded data were derived.
 ET0026
 ET0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD682529(NAD 83)
 ET0026_MARKER: P = PIPE CAP
 ET0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0026
 ET0026  HISTORY     - Date     Condition        Report By
 ET0026  HISTORY     - UNK      MONUMENTED       USGS
 ET0026  HISTORY     - 1933     GOOD             NGS
 ET0026
 ET0026                          STATION DESCRIPTION
 ET0026
 ET0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0026'15.3 MI S FROM CEDAR GLADE.
 ET0026'IRON POST, AT SIDE OF A. T. AND S. F. RY., 1.3 MILES SOUTH OF PURO
 ET0026'SIDING, 0.3 MILES SOUTH OF MILEPOST 36, 110 FEET WEST OF RAILROAD
 ET0026'CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0787 ***********************************************************************
 DV0787  DESIGNATION -  452+32.92
 DV0787  PID         -  DV0787
 DV0787  STATE/COUNTY-  AZ/MARICOPA
 DV0787  USGS QUAD   -  ARLINGTON (1984)
 DV0787
 DV0787                         *CURRENT SURVEY CONTROL
 DV0787  ___________________________________________________________________
 DV0787* NAD 83(1986)-  33 19 30.     (N)    112 45 54.     (W)     SCALED    
 DV0787* NAVD 88     -       245.641  (meters)     805.91   (feet)  ADJUSTED  
 DV0787  ___________________________________________________________________
 DV0787  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV0787  DYNAMIC HT  -         245.358 (meters)     804.98  (feet)  COMP
 DV0787  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 DV0787
 DV0787  VERT ORDER  -  FIRST     CLASS II
 DV0787
 DV0787.The horizontal coordinates were scaled from a topographic map and have
 DV0787.an estimated accuracy of +/- 6 seconds.
 DV0787
 DV0787.The orthometric height was determined by differential leveling
 DV0787.and adjusted in June 1991.
 DV0787
 DV0787.The geoid height was determined by GEOID03.
 DV0787
 DV0787.The dynamic height is computed by dividing the NAVD 88
 DV0787.geopotential number by the normal gravity value computed on the
 DV0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0787.degrees latitude (g = 980.6199 gals.).
 DV0787
 DV0787.The modeled gravity was interpolated from observed gravity values.
 DV0787
 DV0787;                    North         East    Units  Estimated Accuracy
 DV0787;SPC AZ C     -   258,110.      134,380.      MT  (+/- 180 meters Scaled)
 DV0787
 DV0787                          SUPERSEDED SURVEY CONTROL
 DV0787
 DV0787  NGVD 29 (??/??/92)  245.001  (m)          803.81   (f) ADJ UNCH    1 2
 DV0787
 DV0787.Superseded values are not recommended for survey control.
 DV0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0787.See file dsdata.txt to determine how the superseded data were derived.
 DV0787
 DV0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB357887(NAD 83)
 DV0787_MARKER: DD = SURVEY DISK
 DV0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0787_SP_SET: CULVERT
 DV0787_STAMPING: 452+32.92 804.01 34
 DV0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0787+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DV0787
 DV0787  HISTORY     - Date     Condition        Report By
 DV0787  HISTORY     - UNK      MONUMENTED       AZHD
 DV0787  HISTORY     - 1967     GOOD             NGS
 DV0787  HISTORY     - 1981     GOOD             NGS
 DV0787  HISTORY     - 20060128 GOOD             USPSQD
 DV0787  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 DV0787  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0787
 DV0787                          STATION DESCRIPTION
 DV0787
 DV0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0787'0.1 MI SW FROM ARLINGTON.
 DV0787'0.1 MILE SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0787'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0787'21, T 1 S, R 5 W, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DV0787'SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A
 DV0787'6-CHANNEL CONCRETE CULVERT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0787'HIGHWAY.
 DV0787
 DV0787                          STATION RECOVERY (1981)
 DV0787
 DV0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0787'RECOVERED IN GOOD CONDITION.
 DV0787
 DV0787                          STATION RECOVERY (2006)
 DV0787
 DV0787'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0787'RECOVERED AS DESCRIBED.
 DV0787
 DV0787                          STATION RECOVERY (2006)
 DV0787
 DV0787'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0787'MARK NOT FOUND. NEW BRIDGE.
 DV0787
 DV0787                          STATION RECOVERY (2007)
 DV0787
 DV0787'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0787'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0787'MARK. THE CULVERT HAS APPARENTLY BEEN REBUILT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1105 ***********************************************************************
 DA1105  DESIGNATION -  452.14
 DA1105  PID         -  DA1105
 DA1105  STATE/COUNTY-  AZ/YUMA
 DA1105  USGS QUAD   -  DATELAND (1982)
 DA1105
 DA1105                         *CURRENT SURVEY CONTROL
 DA1105  ___________________________________________________________________
 DA1105* NAD 83(1986)-  32 48 18.     (N)    113 31 54.     (W)     SCALED    
 DA1105* NAVD 88     -       138.45   (+/-2cm)     454.2    (feet)  VERTCON   
 DA1105  ___________________________________________________________________
 DA1105  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DA1105  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1105
 DA1105.The horizontal coordinates were scaled from a topographic map and have
 DA1105.an estimated accuracy of +/- 6 seconds.
 DA1105
 DA1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1105.The vertical order pertains to the NGVD 29 superseded value.
 DA1105
 DA1105.The geoid height was determined by GEOID03.
 DA1105
 DA1105;                    North         East    Units  Estimated Accuracy
 DA1105;SPC AZ W     -   200,160.      233,810.      MT  (+/- 180 meters Scaled)
 DA1105
 DA1105                          SUPERSEDED SURVEY CONTROL
 DA1105
 DA1105  NGVD 29 (??/??/92)  137.885  (m)          452.38   (f) ADJ UNCH    1 2
 DA1105
 DA1105.Superseded values are not recommended for survey control.
 DA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1105.See file dsdata.txt to determine how the superseded data were derived.
 DA1105
 DA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB629325(NAD 83)
 DA1105_MARKER: DD = SURVEY DISK
 DA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1105+STABILITY: SURFACE MOTION
 DA1105
 DA1105  HISTORY     - Date     Condition        Report By
 DA1105  HISTORY     - UNK      MONUMENTED       USE
 DA1105  HISTORY     - 1952     GOOD             NGS
 DA1105  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA1105
 DA1105                          STATION DESCRIPTION
 DA1105
 DA1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1105'IN DATELAND AIRPORT.
 DA1105'AT DATELAND AIRPORT, ON THE SOUTHWEST SIDE OF THE WATER TOWER, 17 FEET
 DA1105'NORTHEAST OF THE SOUTH LEG, 17 FEET SOUTHWEST OF THE EAST LEG, AND 5.1
 DA1105'FEET SOUTHEAST OF THE CENTER LEG OF THE TOWER.  AN IRON PLUG, SET IN
 DA1105'THE TOP OF A CONCRETE POST WITH THE PAINTED INSCRIPTION BM ELEV 452
 DA1105'452.14 AND FLUSH WITH THE GROUND.
 DA1105
 DA1105                          STATION RECOVERY (1963)
 DA1105
 DA1105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0166 ***********************************************************************
 CG0166  DESIGNATION -  4526
 CG0166  PID         -  CG0166
 CG0166  STATE/COUNTY-  AZ/COCHISE
 CG0166  USGS QUAD   -  TOMBSTONE (1978)
 CG0166
 CG0166                         *CURRENT SURVEY CONTROL
 CG0166  ___________________________________________________________________
 CG0166* NAD 83(1986)-  31 42 43.     (N)    110 04 07.     (W)     SCALED    
 CG0166* NAVD 88     -      1384.28   (+/-2cm)    4541.6    (feet)  VERTCON   
 CG0166  ___________________________________________________________________
 CG0166  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CG0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0166
 CG0166.The horizontal coordinates were scaled from a topographic map and have
 CG0166.an estimated accuracy of +/- 6 seconds.
 CG0166
 CG0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0166.The vertical order pertains to the NGVD 29 superseded value.
 CG0166
 CG0166.The geoid height was determined by GEOID03.
 CG0166
 CG0166;                    North         East    Units  Estimated Accuracy
 CG0166;SPC AZ E     -    78,930.      222,650.      MT  (+/- 180 meters Scaled)
 CG0166
 CG0166                          SUPERSEDED SURVEY CONTROL
 CG0166
 CG0166  NGVD 29 (??/??/92) 1383.431  (m)         4538.81   (f) ADJ UNCH    2 0
 CG0166
 CG0166.Superseded values are not recommended for survey control.
 CG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0166.See file dsdata.txt to determine how the superseded data were derived.
 CG0166
 CG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA882088(NAD 83)
 CG0166_MARKER: DD = SURVEY DISK
 CG0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0166_SP_SET: BUILDING
 CG0166_STAMPING: 4526 NOGLS
 CG0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CG0166+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CG0166
 CG0166  HISTORY     - Date     Condition        Report By
 CG0166  HISTORY     - UNK      MONUMENTED       USGS
 CG0166  HISTORY     - 1935     GOOD             NGS
 CG0166  HISTORY     - 20010418 GOOD             NGS
 CG0166  HISTORY     - 20060506 GOOD             NGS
 CG0166  HISTORY     - 20070504 GOOD             GEOCAC
 CG0166
 CG0166                          STATION DESCRIPTION
 CG0166
 CG0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0166'IN TOMBSTONE.
 CG0166'AT TOMBSTONE, COCHISE COUNTY, AT THE OLD COURTHOUSE BUILDING, IN THE
 CG0166'NORTH WALL, 8 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, AND 3 FEET
 CG0166'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CG0166'STAMPED 4526 NOGLS AND SET VERTICALLY.
 CG0166
 CG0166                          STATION RECOVERY (2001)
 CG0166
 CG0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0166'RECOVERED IN GOOD CONDITION.
 CG0166
 CG0166                          STATION RECOVERY (2006)
 CG0166
 CG0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CG0166'RECOVERED IN GOOD CONDITION.
 CG0166
 CG0166                          STATION RECOVERY (2007)
 CG0166
 CG0166'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0166'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CG0166'THE DESCRIPTION   THE TOMBSTONE COURTHOUSE IS NOW AN ARIZONA STATE
 CG0166'HISTORIC PARK, AND IS LOCATED AT 219 TOUGHNUT STREET IN TOMBSTONE, AZ.
 CG0166' 
 CG0166' 
 CG0166'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CG0166'SOUTHWEST ON HASKELL STREET FOR 0.2 MILES TO TOUGHNUT STREET. TURN
 CG0166'LEFT AND TRAVEL SOUTHEAST ON TOUGHNUT STREET FOR 0.3 MILES AND THE
 CG0166'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1104 ***********************************************************************
 DA1104  DESIGNATION -  454.44
 DA1104  PID         -  DA1104
 DA1104  STATE/COUNTY-  AZ/YUMA
 DA1104  USGS QUAD   -  DATELAND (1982)
 DA1104
 DA1104                         *CURRENT SURVEY CONTROL
 DA1104  ___________________________________________________________________
 DA1104* NAD 83(1986)-  32 48 17.     (N)    113 31 35.     (W)     SCALED    
 DA1104* NAVD 88     -       139.15   (+/-2cm)     456.5    (feet)  VERTCON   
 DA1104  ___________________________________________________________________
 DA1104  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA1104  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1104
 DA1104.The horizontal coordinates were scaled from a topographic map and have
 DA1104.an estimated accuracy of +/- 6 seconds.
 DA1104
 DA1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1104.The vertical order pertains to the NGVD 29 superseded value.
 DA1104
 DA1104.The geoid height was determined by GEOID03.
 DA1104
 DA1104;                    North         East    Units  Estimated Accuracy
 DA1104;SPC AZ W     -   200,130.      234,300.      MT  (+/- 180 meters Scaled)
 DA1104
 DA1104                          SUPERSEDED SURVEY CONTROL
 DA1104
 DA1104  NGVD 29 (??/??/92)  138.585  (m)          454.67   (f) ADJ UNCH    1 2
 DA1104
 DA1104.Superseded values are not recommended for survey control.
 DA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1104.See file dsdata.txt to determine how the superseded data were derived.
 DA1104
 DA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB634324(NAD 83)
 DA1104_MARKER: B = BOLT
 DA1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1104_SP_SET: /CONCRETE BASE
 DA1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1104
 DA1104  HISTORY     - Date     Condition        Report By
 DA1104  HISTORY     - UNK      MONUMENTED       USE
 DA1104  HISTORY     - 1952     GOOD             NGS
 DA1104  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA1104
 DA1104                          STATION DESCRIPTION
 DA1104
 DA1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1104'4.7 MI W FROM AZTEC.
 DA1104'4.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1104'WATER TANK AT AZTEC, AT DATELAND ARMY AIRFIELD, IN THE CONCRETE BASE
 DA1104'OF A FLAG POLE, 110 FEET SOUTHEAST OF THE MAIN ENTRANCE TO THE
 DA1104'HEADQUARTERS BUILDING, BM ELEV. 454.44 PAINTED IN BLACK LETTERS ON THE
 DA1104'CONCRETE BASE.
 DA1104
 DA1104                          STATION RECOVERY (1963)
 DA1104
 DA1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0544 ***********************************************************************
 ET0544  DESIGNATION -  4542 PRESCT
 ET0544  PID         -  ET0544
 ET0544  STATE/COUNTY-  AZ/YAVAPAI
 ET0544  USGS QUAD   -  SIMMONS (1979)
 ET0544
 ET0544                         *CURRENT SURVEY CONTROL
 ET0544  ___________________________________________________________________
 ET0544* NAD 83(1986)-  34 48 57.     (N)    112 38 00.     (W)     SCALED    
 ET0544* NAVD 88     -      1387.413  (meters)    4551.87   (feet)  POSTED    
 ET0544  ___________________________________________________________________
 ET0544  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0544  DYNAMIC HT  -        1385.600 (meters)    4545.92  (feet)  COMP
 ET0544  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 ET0544
 ET0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0544
 ET0544.The horizontal coordinates were scaled from a topographic map and have
 ET0544.an estimated accuracy of +/- 6 seconds.
 ET0544
 ET0544.The orthometric height was determined by differential leveling
 ET0544.and adjusted in November 2005.
 ET0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0544.rate of 0.0 thru 1.0 mm/km.
 ET0544
 ET0544.The geoid height was determined by GEOID03.
 ET0544
 ET0544.The dynamic height is computed by dividing the NAVD 88
 ET0544.geopotential number by the normal gravity value computed on the
 ET0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0544.degrees latitude (g = 980.6199 gals.).
 ET0544
 ET0544.The modeled gravity was interpolated from observed gravity values.
 ET0544
 ET0544;                    North         East    Units  Estimated Accuracy
 ET0544;SPC AZ C     -   423,380.      147,800.      MT  (+/- 180 meters Scaled)
 ET0544
 ET0544                          SUPERSEDED SURVEY CONTROL
 ET0544
 ET0544  NGVD 29 (??/??/92) 1386.612  (m)         4549.24   (f) ADJ UNCH    2 0
 ET0544
 ET0544.Superseded values are not recommended for survey control.
 ET0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0544.See file dsdata.txt to determine how the superseded data were derived.
 ET0544
 ET0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD506538(NAD 83)
 ET0544_MARKER: P = PIPE CAP
 ET0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0544_STAMPING: 4542 PRESCT
 ET0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0544
 ET0544  HISTORY     - Date     Condition        Report By
 ET0544  HISTORY     - UNK      MONUMENTED       USGS
 ET0544  HISTORY     - 1941     GOOD             NGS
 ET0544
 ET0544                          STATION DESCRIPTION
 ET0544
 ET0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ET0544'IN SIMMONS.
 ET0544'TO REACH FROM THE CONCRETE BRIDGE OVER HITT WASH AT SIMMONS-- GO 0.1
 ET0544'MILE SOUTH ACROSS A MEADOW FROM THE EAST END OF BRIDGE, 79.0 FEET EAST
 ET0544'OF THE EAST END OF AN OLD CONCRETE SLAB ACROSS THE WASH AND 57.0 FEET
 ET0544'WEST OF THE MOST WESTERLY ONE OF A GROUP OF COTTONWOOD TREES. IT IS
 ET0544'33.0 FEET SOUTH OF AND ABOUT 1.5 FEET ABOVE THE OLD ROAD AND 2.7 FEET
 ET0544'WEST OF A 4X4-INCH WOODEN MARKER POST PROJECTING 1.8 FEET. NOTE-- THE
 ET0544'IRON PIPE IS BENT OVER AT ABOUT A FORTY-FIVE DEGREE ANGLE. THE RODS
 ET0544'WERE HELD ON THE HIGHEST POINT OF THE BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0115 ***********************************************************************
 ET0115  DESIGNATION -  4548
 ET0115  PID         -  ET0115
 ET0115  STATE/COUNTY-  AZ/YAVAPAI
 ET0115  USGS QUAD   -  HUMBOLDT (1973)
 ET0115
 ET0115                         *CURRENT SURVEY CONTROL
 ET0115  ___________________________________________________________________
 ET0115* NAD 83(1986)-  34 31 40.     (N)    112 14 24.     (W)     SCALED    
 ET0115* NAVD 88     -      1389.53   (+/-2cm)    4558.8    (feet)  VERTCON   
 ET0115  ___________________________________________________________________
 ET0115  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ET0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0115
 ET0115.The horizontal coordinates were scaled from a topographic map and have
 ET0115.an estimated accuracy of +/- 6 seconds.
 ET0115
 ET0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0115.The vertical order pertains to the NGVD 29 superseded value.
 ET0115
 ET0115.The geoid height was determined by GEOID03.
 ET0115
 ET0115;                    North         East    Units  Estimated Accuracy
 ET0115;SPC AZ C     -   391,240.      183,680.      MT  (+/- 180 meters Scaled)
 ET0115
 ET0115                          SUPERSEDED SURVEY CONTROL
 ET0115
 ET0115  NGVD 29 (??/??/92) 1388.728  (m)         4556.19   (f) ADJ UNCH    2 0
 ET0115
 ET0115.Superseded values are not recommended for survey control.
 ET0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0115.See file dsdata.txt to determine how the superseded data were derived.
 ET0115
 ET0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD861213(NAD 83)
 ET0115_MARKER: P = PIPE CAP
 ET0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0115_STAMPING: 4548 PRSCT
 ET0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0115+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0115
 ET0115  HISTORY     - Date     Condition        Report By
 ET0115  HISTORY     - UNK      MONUMENTED       USGS
 ET0115  HISTORY     - 1935     GOOD             NGS
 ET0115  HISTORY     - 20040821 GOOD             USPSQD
 ET0115  HISTORY     - 20080711 POOR             GEOCAC
 ET0115
 ET0115                          STATION DESCRIPTION
 ET0115
 ET0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0115'IN DEWEY.
 ET0115'AT DEWEY, YAVAPAI COUNTY, ON STATE HIGHWAY 69, 0.2 MILE SOUTH OF THE
 ET0115'POST OFFICE, ABOUT 650 FEET SOUTH AND 200 FEET EAST OF THE JUNCTION OF
 ET0115'A ROAD LEADING EAST TO CHERRY, INSIDE THE FENCE OF A YARD AROUND A
 ET0115'SMALL HOUSE, AND 48 FEET WEST OF THE HOUSE.  A UNITED STATES
 ET0115'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4548 PRSCT AND RIVETED ON THE
 ET0115'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 ET0115
 ET0115                          STATION RECOVERY (2004)
 ET0115
 ET0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0115'RECOVERED AS DESCRIBED.
 ET0115
 ET0115                          STATION RECOVERY (2008)
 ET0115
 ET0115'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0115'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0115'THE DESCRIPTION - METAL PIPE HAS BEEN HIT AND IS LEANING AND IS NOT
 ET0115'STABLE. HANDHELD COORDINATES
 ET0115'34 31 40.6 (N)   112 14 24.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0261 ***********************************************************************
 GP0261  DESIGNATION -  4550.35
 GP0261  PID         -  GP0261
 GP0261  STATE/COUNTY-  AZ/COCONINO
 GP0261  USGS QUAD   -  EMMETT WASH (1985)
 GP0261
 GP0261                         *CURRENT SURVEY CONTROL
 GP0261  ___________________________________________________________________
 GP0261* NAD 83(1986)-  36 41 57.     (N)    111 48 03.     (W)     SCALED    
 GP0261* NAVD 88     -      1384.303  (meters)    4541.67   (feet)  POSTED    
 GP0261  ___________________________________________________________________
 GP0261  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0261  DYNAMIC HT  -        1382.680 (meters)    4536.34  (feet)  COMP
 GP0261  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 GP0261
 GP0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0261
 GP0261.The horizontal coordinates were scaled from a topographic map and have
 GP0261.an estimated accuracy of +/- 6 seconds.
 GP0261
 GP0261.The orthometric height was determined by differential leveling
 GP0261.and adjusted by the  in 1992.
 GP0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0261.rate of 0.0 thru 1.0 mm/km.
 GP0261
 GP0261.The geoid height was determined by GEOID03.
 GP0261
 GP0261.The dynamic height is computed by dividing the NAVD 88
 GP0261.geopotential number by the normal gravity value computed on the
 GP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0261.degrees latitude (g = 980.6199 gals.).
 GP0261
 GP0261.The modeled gravity was interpolated from observed gravity values.
 GP0261
 GP0261;                    North         East    Units  Estimated Accuracy
 GP0261;SPC AZ C     -   632,100.      223,710.      MT  (+/- 180 meters Scaled)
 GP0261
 GP0261                          SUPERSEDED SURVEY CONTROL
 GP0261
 GP0261  NGVD 29 (??/??/92) 1383.375  (m)         4538.62   (f) ADJ UNCH    1 2
 GP0261
 GP0261.Superseded values are not recommended for survey control.
 GP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0261.See file dsdata.txt to determine how the superseded data were derived.
 GP0261
 GP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF284618(NAD 83)
 GP0261_MARKER: DD = SURVEY DISK
 GP0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0261_SP_SET: CULVERT
 GP0261_STAMPING: 4550.35 704+06.4 1934
 GP0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0261
 GP0261  HISTORY     - Date     Condition        Report By
 GP0261  HISTORY     - 1934     MONUMENTED       AZHD
 GP0261
 GP0261                          STATION DESCRIPTION
 GP0261
 GP0261'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0261'12.9 MI SW FROM MARBLE CANYON.
 GP0261'12.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0261'MARBLE CANYON, COCONINO COUNTY, AT A DOUBLE 12- BY 12-FOOT
 GP0261'CONCRETE-BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 GP0261'HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 GP0261'4550.35 704+06.4 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0545 ***********************************************************************
 CZ0545  DESIGNATION -  458+01.0
 CZ0545  PID         -  CZ0545
 CZ0545  STATE/COUNTY-  AZ/PIMA
 CZ0545  USGS QUAD   -  JAYNES (1992)
 CZ0545
 CZ0545                         *CURRENT SURVEY CONTROL
 CZ0545  ___________________________________________________________________
 CZ0545* NAD 83(1986)-  32 19 43.     (N)    111 03 21.     (W)     SCALED    
 CZ0545* NAVD 88     -       677.653  (meters)    2223.27   (feet)  ADJUSTED  
 CZ0545  ___________________________________________________________________
 CZ0545  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0545  DYNAMIC HT  -         676.735 (meters)    2220.25  (feet)  COMP
 CZ0545  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 CZ0545
 CZ0545  VERT ORDER  -  FIRST     CLASS II
 CZ0545
 CZ0545.The horizontal coordinates were scaled from a topographic map and have
 CZ0545.an estimated accuracy of +/- 6 seconds.
 CZ0545
 CZ0545.The orthometric height was determined by differential leveling
 CZ0545.and adjusted in June 1991.
 CZ0545
 CZ0545.The geoid height was determined by GEOID03.
 CZ0545
 CZ0545.The dynamic height is computed by dividing the NAVD 88
 CZ0545.geopotential number by the normal gravity value computed on the
 CZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0545.degrees latitude (g = 980.6199 gals.).
 CZ0545
 CZ0545.The modeled gravity was interpolated from observed gravity values.
 CZ0545
 CZ0545;                    North         East    Units  Estimated Accuracy
 CZ0545;SPC AZ C     -   147,630.      294,410.      MT  (+/- 180 meters Scaled)
 CZ0545
 CZ0545                          SUPERSEDED SURVEY CONTROL
 CZ0545
 CZ0545.No superseded survey control is available for this station.
 CZ0545
 CZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA947768(NAD 83)
 CZ0545_MARKER: DD = SURVEY DISK
 CZ0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0545_SP_SET: RAILING
 CZ0545_STAMPING: 2221.71 458+01.0 1930
 CZ0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0545
 CZ0545  HISTORY     - Date     Condition        Report By
 CZ0545  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0545  HISTORY     - 1980     GOOD             NGS
 CZ0545  HISTORY     - 19970309 GOOD             USPSQD
 CZ0545  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0545  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0545
 CZ0545                          STATION DESCRIPTION
 CZ0545
 CZ0545'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1930
 CZ0545'2.7 MI SE FROM CORTARO.
 CZ0545'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0545'CO. RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, PIMA
 CZ0545'COUNTY, 2.6 MILES NORTHWEST OF THE STATION AT JAYNES, AT A HIGHWAY
 CZ0545'BRIDGE OVER CANON DEL ORO, IN THE CENTER OF THE TOP OF THE SOUTHWEST
 CZ0545'CONCRETE RAILING, 10.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CZ0545'HIGHWAY, AND ABOUT 3-1/2 FEET HIGHER THAN THE HIGHWAY.  AN ARIZONA
 CZ0545'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 2221.71 458+01.0 1930.
 CZ0545
 CZ0545                          STATION RECOVERY (1980)
 CZ0545
 CZ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0545'14.6 KILOMETERS (9.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0545'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP AND CENTER OF
 CZ0545'THE SOUTHWEST CONCRETE GUARD RAIL OF THE OLD U. S. HIGHWAY CONCRETE
 CZ0545'BRIDGE OVER CANADA DEL ORO, 3.2 METERS (10.5 FEET) SOUTHWEST OF THE
 CZ0545'CENTERLINE OF THE OLD HIGHWAY AND 6.4 METERS (21 FEET) SOUTHWEST
 CZ0545'OF BENCH MARK 458+01.0 RM AHD.
 CZ0545'THE MARK IS 1.1 M ABOVE THE BRIDGE FLOOR.
 CZ0545
 CZ0545                          STATION RECOVERY (1997)
 CZ0545
 CZ0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0545'RECOVERED IN GOOD CONDITION.
 CZ0545
 CZ0545                          STATION RECOVERY (2006)
 CZ0545
 CZ0545'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0545'MARK NOT FOUND.  NEW ROAD IN THE AREA.
 CZ0545
 CZ0545                          STATION RECOVERY (2006)
 CZ0545
 CZ0545'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0545'THE OLD BRIDGE HAS BEEN REPLACED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0546 ***********************************************************************
 CZ0546  DESIGNATION -  458+01.0 RM
 CZ0546  PID         -  CZ0546
 CZ0546  STATE/COUNTY-  AZ/PIMA
 CZ0546  USGS QUAD   -  JAYNES (1992)
 CZ0546
 CZ0546                         *CURRENT SURVEY CONTROL
 CZ0546  ___________________________________________________________________
 CZ0546* NAD 83(1986)-  32 19 43.     (N)    111 03 21.     (W)     SCALED    
 CZ0546* NAVD 88     -       677.662  (meters)    2223.30   (feet)  ADJUSTED  
 CZ0546  ___________________________________________________________________
 CZ0546  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0546  DYNAMIC HT  -         676.744 (meters)    2220.28  (feet)  COMP
 CZ0546  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 CZ0546
 CZ0546  VERT ORDER  -  FIRST     CLASS II
 CZ0546
 CZ0546.The horizontal coordinates were scaled from a topographic map and have
 CZ0546.an estimated accuracy of +/- 6 seconds.
 CZ0546
 CZ0546.The orthometric height was determined by differential leveling
 CZ0546.and adjusted in June 1991.
 CZ0546
 CZ0546.The geoid height was determined by GEOID03.
 CZ0546
 CZ0546.The dynamic height is computed by dividing the NAVD 88
 CZ0546.geopotential number by the normal gravity value computed on the
 CZ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0546.degrees latitude (g = 980.6199 gals.).
 CZ0546
 CZ0546.The modeled gravity was interpolated from observed gravity values.
 CZ0546
 CZ0546;                    North         East    Units  Estimated Accuracy
 CZ0546;SPC AZ C     -   147,630.      294,410.      MT  (+/- 180 meters Scaled)
 CZ0546
 CZ0546                          SUPERSEDED SURVEY CONTROL
 CZ0546
 CZ0546  NGVD 29 (??/??/92)  676.989  (m)         2221.09   (f) ADJ UNCH    1 2
 CZ0546
 CZ0546.Superseded values are not recommended for survey control.
 CZ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0546.See file dsdata.txt to determine how the superseded data were derived.
 CZ0546
 CZ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA947768(NAD 83)
 CZ0546_MARKER: DD = SURVEY DISK
 CZ0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0546_SP_SET: BRIDGE
 CZ0546_STAMPING: 2221.71 1930 458+01.0
 CZ0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0546
 CZ0546  HISTORY     - Date     Condition        Report By
 CZ0546  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0546  HISTORY     - 1951     GOOD             NGS
 CZ0546  HISTORY     - 1960     GOOD             NGS
 CZ0546  HISTORY     - 1980     GOOD             NGS
 CZ0546  HISTORY     - 19970309 GOOD             USPSQD
 CZ0546  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0546
 CZ0546                          STATION DESCRIPTION
 CZ0546
 CZ0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0546'2.7 MI SE FROM CORTARO.
 CZ0546'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0546'RAILROAD FROM THE GENERAL STORE AND POST OFFICE AT CORTARO, 2.6 MILES
 CZ0546'NORTHWEST OF THE RAILROAD STATION AT JAYNES, AT HIGHWAY BRIDGE OVER
 CZ0546'CANON DEL ORO, IN TOP OF THE CENTER OF THE NORTHEAST CONCRETE RAILING
 CZ0546'OF BRIDGE, 21.0 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM BENCH MARK
 CZ0546'458+01.0, 10 1/2 FEET NORTHEAST OF THE HIGHWAY AND BRIDGE CENTERLINE,
 CZ0546'AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0546
 CZ0546                          STATION RECOVERY (1960)
 CZ0546
 CZ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0546'RECOVERED IN GOOD CONDITION.
 CZ0546
 CZ0546                          STATION RECOVERY (1980)
 CZ0546
 CZ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0546'14.6 KILOMETERS (9.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0546'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ0546'NORTHEAST CONCRETE GUARD RAIL OF AN OLD U. S. HIGHWAY BRIDGE OVER
 CZ0546'CANADA DEL ORO, 3.2 METERS (10.5 FEET) NORTHEAST OF THE CENTERLINE
 CZ0546'OF THE BRIDGE.
 CZ0546'THE MARK IS 1.1 M ABOVE BRIDGE FLOOR.
 CZ0546
 CZ0546                          STATION RECOVERY (1997)
 CZ0546
 CZ0546'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0546'RECOVERED IN GOOD CONDITION.
 CZ0546
 CZ0546                          STATION RECOVERY (2006)
 CZ0546
 CZ0546'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0546'MARK NOT FOUND.  AREA IS FRONTAGE ROAD NOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0169 ***********************************************************************
 CG0169  DESIGNATION -  4598
 CG0169  PID         -  CG0169
 CG0169  STATE/COUNTY-  AZ/COCHISE
 CG0169  USGS QUAD   -  TOMBSTONE (1978)
 CG0169
 CG0169                         *CURRENT SURVEY CONTROL
 CG0169  ___________________________________________________________________
 CG0169* NAD 83(1986)-  31 43 41.     (N)    110 01 28.     (W)     SCALED    
 CG0169* NAVD 88     -      1402.62   (+/-2cm)    4601.8    (feet)  VERTCON   
 CG0169  ___________________________________________________________________
 CG0169  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CG0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0169
 CG0169.The horizontal coordinates were scaled from a topographic map and have
 CG0169.an estimated accuracy of +/- 6 seconds.
 CG0169
 CG0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0169.The vertical order pertains to the NGVD 29 superseded value.
 CG0169
 CG0169.The geoid height was determined by GEOID03.
 CG0169
 CG0169;                    North         East    Units  Estimated Accuracy
 CG0169;SPC AZ E     -    80,720.      226,840.      MT  (+/- 180 meters Scaled)
 CG0169
 CG0169                          SUPERSEDED SURVEY CONTROL
 CG0169
 CG0169  NGVD 29 (??/??/92) 1401.763  (m)         4598.95   (f) ADJ UNCH    2 0
 CG0169
 CG0169.Superseded values are not recommended for survey control.
 CG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0169.See file dsdata.txt to determine how the superseded data were derived.
 CG0169
 CG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA924107(NAD 83)
 CG0169_MARKER: DD = SURVEY DISK
 CG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0169_STAMPING: 4598
 CG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0169+STABILITY: SURFACE MOTION
 CG0169
 CG0169  HISTORY     - Date     Condition        Report By
 CG0169  HISTORY     - UNK      MONUMENTED       USGS
 CG0169  HISTORY     - 1935     GOOD             NGS
 CG0169
 CG0169                          STATION DESCRIPTION
 CG0169
 CG0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0169'3.1 MI E FROM TOMBSTONE.
 CG0169'3.1 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0169'ABOUT 275 YARDS EAST OF A CATTLEGUARD, 16 FEET NORTH OF THE CENTERLINE
 CG0169'OF A SIDE ROAD, AND 18 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN
 CG0169'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4598
 CG0169'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1536 ***********************************************************************
 DV1536  DESIGNATION -  46 A
 DV1536  PID         -  DV1536
 DV1536  STATE/COUNTY-  AZ/MARICOPA
 DV1536  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1536
 DV1536                         *CURRENT SURVEY CONTROL
 DV1536  ___________________________________________________________________
 DV1536* NAD 83(1986)-  33 32 58.     (N)    113 13 12.     (W)     SCALED    
 DV1536* NAVD 88     -       389.70   (+/-2cm)    1278.5    (feet)  VERTCON   
 DV1536  ___________________________________________________________________
 DV1536  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DV1536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1536
 DV1536.The horizontal coordinates were scaled from a topographic map and have
 DV1536.an estimated accuracy of +/- 6 seconds.
 DV1536
 DV1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1536.The vertical order pertains to the NGVD 29 superseded value.
 DV1536
 DV1536.The geoid height was determined by GEOID03.
 DV1536
 DV1536;                    North         East    Units  Estimated Accuracy
 DV1536;SPC AZ C     -   283,450.       92,330.      MT  (+/- 180 meters Scaled)
 DV1536
 DV1536                          SUPERSEDED SURVEY CONTROL
 DV1536
 DV1536  NGVD 29 (??/??/92)  389.151  (m)         1276.74   (f) ADJ UNCH    2 0
 DV1536
 DV1536.Superseded values are not recommended for survey control.
 DV1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1536.See file dsdata.txt to determine how the superseded data were derived.
 DV1536
 DV1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC938144(NAD 83)
 DV1536_MARKER: DD = SURVEY DISK
 DV1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1536_STAMPING: 46 A 1962
 DV1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1536+STABILITY: SURFACE MOTION
 DV1536
 DV1536  HISTORY     - Date     Condition        Report By
 DV1536  HISTORY     - 1962     MONUMENTED       AZHD
 DV1536
 DV1536                          STATION DESCRIPTION
 DV1536
 DV1536'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1536'30.3 MI SE FROM SALOME.
 DV1536'0.5 MILE EAST-SOUTHEAST OF U 413 46, AN ARIZONA HIGHWAY DEPARTMENT
 DV1536'DISK STAMPED 46 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1536'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1536'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0837 ***********************************************************************
 FQ0837  DESIGNATION -  46 BKC
 FQ0837  PID         -  FQ0837
 FQ0837  STATE/COUNTY-  AZ/COCONINO
 FQ0837  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0837
 FQ0837                         *CURRENT SURVEY CONTROL
 FQ0837  ___________________________________________________________________
 FQ0837* NAD 83(1986)-  35 33 51.     (N)    111 02 56.     (W)     SCALED    
 FQ0837* NAVD 88     -      1464.012  (meters)    4803.18   (feet)  POSTED    
 FQ0837  ___________________________________________________________________
 FQ0837  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0837  DYNAMIC HT  -        1462.140 (meters)    4797.04  (feet)  COMP
 FQ0837  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 FQ0837
 FQ0837  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0837
 FQ0837.The horizontal coordinates were scaled from a topographic map and have
 FQ0837.an estimated accuracy of +/- 6 seconds.
 FQ0837
 FQ0837.The orthometric height was determined by differential leveling
 FQ0837.and adjusted by the  in 1992.
 FQ0837.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0837.rate of 0.0 thru 1.0 mm/km.
 FQ0837
 FQ0837.The geoid height was determined by GEOID03.
 FQ0837
 FQ0837.The dynamic height is computed by dividing the NAVD 88
 FQ0837.geopotential number by the normal gravity value computed on the
 FQ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0837.degrees latitude (g = 980.6199 gals.).
 FQ0837
 FQ0837.The modeled gravity was interpolated from observed gravity values.
 FQ0837
 FQ0837;                    North         East    Units  Estimated Accuracy
 FQ0837;SPC AZ C     -   506,510.      292,020.      MT  (+/- 180 meters Scaled)
 FQ0837
 FQ0837                          SUPERSEDED SURVEY CONTROL
 FQ0837
 FQ0837.No superseded survey control is available for this station.
 FQ0837
 FQ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE955356(NAD 83)
 FQ0837_MARKER: DB = BENCH MARK DISK
 FQ0837_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0837_SP_SET: COPPER-CLAD STEEL ROD
 FQ0837_STAMPING: 46 BKC 1968
 FQ0837_MARK LOGO: USGS  
 FQ0837_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0837+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0837
 FQ0837  HISTORY     - Date     Condition        Report By
 FQ0837  HISTORY     - 1968     MONUMENTED       USGS
 FQ0837
 FQ0837                          STATION DESCRIPTION
 FQ0837
 FQ0837'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0837'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0837'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0837'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0837'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0837'THENCE 4.8 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD, 48 FEET
 FQ0837'SOUTH OF THE ROAD, 2 FEET NORTH OF A WITNESS POST.  A COPPER-CLAD
 FQ0837'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0769 ***********************************************************************
 DA0769  DESIGNATION -  46 GWM
 DA0769  PID         -  DA0769
 DA0769  STATE/COUNTY-  AZ/MARICOPA
 DA0769  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0769
 DA0769                         *CURRENT SURVEY CONTROL
 DA0769  ___________________________________________________________________
 DA0769* NAD 83(1986)-  32 44 53.     (N)    113 16 27.     (W)     SCALED    
 DA0769* NAVD 88     -       193.10   (+/-2cm)     633.5    (feet)  VERTCON   
 DA0769  ___________________________________________________________________
 DA0769  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DA0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0769
 DA0769.The horizontal coordinates were scaled from a topographic map and have
 DA0769.an estimated accuracy of +/- 6 seconds.
 DA0769
 DA0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0769.The vertical order pertains to the NGVD 29 superseded value.
 DA0769
 DA0769.The geoid height was determined by GEOID03.
 DA0769
 DA0769;                    North         East    Units  Estimated Accuracy
 DA0769;SPC AZ C     -   194,630.       86,150.      MT  (+/- 180 meters Scaled)
 DA0769
 DA0769                          SUPERSEDED SURVEY CONTROL
 DA0769
 DA0769  NGVD 29 (??/??/92)  192.510  (m)          631.59   (f) ADJ UNCH    2 0
 DA0769
 DA0769.Superseded values are not recommended for survey control.
 DA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0769.See file dsdata.txt to determine how the superseded data were derived.
 DA0769
 DA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB869256(NAD 83)
 DA0769_MARKER: DD = SURVEY DISK
 DA0769_SETTING: 66 = SET IN ROCK OUTCROP
 DA0769_SP_SET: ROCK OUTCROP
 DA0769_STAMPING: 46 GWM 631 1948
 DA0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0769+STABILITY: POSITION/ELEVATION WELL
 DA0769
 DA0769  HISTORY     - Date     Condition        Report By
 DA0769  HISTORY     - 1948     MONUMENTED       USGS
 DA0769  HISTORY     - 1962     GOOD             NGS
 DA0769
 DA0769                          STATION DESCRIPTION
 DA0769
 DA0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0769'10.85 MI SW FROM SENTINEL.
 DA0769'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0769'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0769'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE, 1.2 MILES WEST
 DA0769'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0769'IS NUMBERED 20, 206 FEET NORTHWEST OF THE CENTER LINE OF THE RIGHT OF
 DA0769'WAY, 0.1 MILE WEST OF A SIGN BOARD WITH THE NUMBER 20, 41 FEET EAST OF
 DA0769'THE CENTER LINE OF A DIM TRAIL ROAD, 1 FOOT NORTHWEST OF A ROCK CAIRN,
 DA0769'23.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 DA0769'OF A ROCK OUTCROP WHICH IS ON THE CREST OF A SMALL ROCK HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0638 ***********************************************************************
 FP0638  DESIGNATION -  46 HLS
 FP0638  PID         -  FP0638
 FP0638  STATE/COUNTY-  AZ/APACHE
 FP0638  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0638
 FP0638                         *CURRENT SURVEY CONTROL
 FP0638  ___________________________________________________________________
 FP0638* NAD 83(1986)-  35 33 47.     (N)    109 32 01.     (W)     SCALED    
 FP0638* NAVD 88     -      2066.317  (meters)    6779.24   (feet)  ADJUSTED  
 FP0638  ___________________________________________________________________
 FP0638  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FP0638  DYNAMIC HT  -        2063.427 (meters)    6769.76  (feet)  COMP
 FP0638  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 FP0638
 FP0638  VERT ORDER  -  SECOND    CLASS II
 FP0638
 FP0638.The horizontal coordinates were scaled from a topographic map and have
 FP0638.an estimated accuracy of +/- 6 seconds.
 FP0638
 FP0638.The orthometric height was determined by differential leveling
 FP0638.and adjusted in June 1991.
 FP0638
 FP0638.The geoid height was determined by GEOID03.
 FP0638
 FP0638.The dynamic height is computed by dividing the NAVD 88
 FP0638.geopotential number by the normal gravity value computed on the
 FP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0638.degrees latitude (g = 980.6199 gals.).
 FP0638
 FP0638.The modeled gravity was interpolated from observed gravity values.
 FP0638
 FP0638;                    North         East    Units  Estimated Accuracy
 FP0638;SPC AZ E     -   506,220.      270,750.      MT  (+/- 180 meters Scaled)
 FP0638
 FP0638                          SUPERSEDED SURVEY CONTROL
 FP0638
 FP0638.No superseded survey control is available for this station.
 FP0638
 FP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE328364(NAD 83)
 FP0638_MARKER: DB = BENCH MARK DISK
 FP0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0638_SP_SET: COPPER-CLAD STEEL ROD
 FP0638_STAMPING: 46 HLS 1970 6776
 FP0638_MARK LOGO: USGS  
 FP0638_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0638+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0638
 FP0638  HISTORY     - Date     Condition        Report By
 FP0638  HISTORY     - 1970     MONUMENTED       USGS
 FP0638
 FP0638                          STATION DESCRIPTION
 FP0638
 FP0638'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0638'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0638'OFFICE AT GANADO, ARIZONA), PROCEED 4.3 MILES NORTH ALONG STATE
 FP0638'HIGHWAY 63, 195 FEET NORTH OF WOODEN POWER POLE 92, 125 FEET WEST OF
 FP0638'THE HIGHWAY, 38 FEET SOUTHWEST OF A SMALL WASH, 2 FEET EAST OF A
 FP0638'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0638'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1108 ***********************************************************************
 DA1108  DESIGNATION -  460
 DA1108  PID         -  DA1108
 DA1108  STATE/COUNTY-  AZ/YUMA
 DA1108  USGS QUAD   -  DATELAND (1982)
 DA1108
 DA1108                         *CURRENT SURVEY CONTROL
 DA1108  ___________________________________________________________________
 DA1108* NAD 83(1986)-  32 48 09.     (N)    113 31 18.     (W)     SCALED    
 DA1108* NAVD 88     -       140.83   (+/-2cm)     462.0    (feet)  VERTCON   
 DA1108  ___________________________________________________________________
 DA1108  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DA1108  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1108
 DA1108.The horizontal coordinates were scaled from a topographic map and have
 DA1108.an estimated accuracy of +/- 6 seconds.
 DA1108
 DA1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1108.The vertical order pertains to the NGVD 29 superseded value.
 DA1108
 DA1108.The geoid height was determined by GEOID03.
 DA1108
 DA1108;                    North         East    Units  Estimated Accuracy
 DA1108;SPC AZ W     -   199,880.      234,740.      MT  (+/- 180 meters Scaled)
 DA1108
 DA1108                          SUPERSEDED SURVEY CONTROL
 DA1108
 DA1108  NGVD 29 (??/??/92)  140.264  (m)          460.18   (f) ADJ UNCH    1 2
 DA1108
 DA1108.Superseded values are not recommended for survey control.
 DA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1108.See file dsdata.txt to determine how the superseded data were derived.
 DA1108
 DA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB638322(NAD 83)
 DA1108_MARKER: P = PIPE CAP
 DA1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1108_STAMPING: 2555+10 465.19 1956
 DA1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1108
 DA1108  HISTORY     - Date     Condition        Report By
 DA1108  HISTORY     - 1956     MONUMENTED       USGS
 DA1108  HISTORY     - 1960     GOOD             NGS
 DA1108
 DA1108                          STATION DESCRIPTION
 DA1108
 DA1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1108'1.3 MI E FROM DATELAND.
 DA1108'1.3 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND,
 DA1108'0.05 MILE BEFORE REACHING HIGHWAY BRIDGE IN WHICH IS A STANDARD DISK
 DA1108'OF THE ARIZONA HIGHWAY DEPARTMENT, STAMPED 2555+10 465.19 1956, ON THE
 DA1108'SOUTH SIDE OF THE TRACKS OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 43
 DA1108'FEET SOUTHEAST FROM THE SOUTHEAST RAIL, 1.2 FEET NORTHEAST FROM A
 DA1108'WHITE WOODEN WITNESS POST, A STANDARD BRASS CAP OF THE U.S. GEOLOGICAL
 DA1108'SURVEY RIVETED ON A SECTION OF 3-1/2 INCH IRON PIPE AND PROJECTING
 DA1108'8-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0654 ***********************************************************************
 DA0654  DESIGNATION -  460+95
 DA0654  PID         -  DA0654
 DA0654  STATE/COUNTY-  AZ/MARICOPA
 DA0654  USGS QUAD   -  BOSQUE (1973)
 DA0654
 DA0654                         *CURRENT SURVEY CONTROL
 DA0654  ___________________________________________________________________
 DA0654* NAD 83(1986)-  32 54 21.     (N)    112 33 44.     (W)     SCALED    
 DA0654* NAVD 88     -       359.92   (+/-2cm)    1180.8    (feet)  VERTCON   
 DA0654  ___________________________________________________________________
 DA0654  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DA0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0654
 DA0654.The horizontal coordinates were scaled from a topographic map and have
 DA0654.an estimated accuracy of +/- 6 seconds.
 DA0654
 DA0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0654.The vertical order pertains to the NGVD 29 superseded value.
 DA0654
 DA0654.The geoid height was determined by GEOID03.
 DA0654
 DA0654;                    North         East    Units  Estimated Accuracy
 DA0654;SPC AZ C     -   211,490.      152,970.      MT  (+/- 180 meters Scaled)
 DA0654
 DA0654                          SUPERSEDED SURVEY CONTROL
 DA0654
 DA0654  NGVD 29 (??/??/92)  359.286  (m)         1178.76   (f) ADJ UNCH    2 0
 DA0654
 DA0654.Superseded values are not recommended for survey control.
 DA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0654.See file dsdata.txt to determine how the superseded data were derived.
 DA0654
 DA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB539419(NAD 83)
 DA0654_MARKER: DD = SURVEY DISK
 DA0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0654_SP_SET: CONCRETE GUARD RAIL
 DA0654_STAMPING: 1178.68 460 + 95 1959
 DA0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0654
 DA0654  HISTORY     - Date     Condition        Report By
 DA0654  HISTORY     - 1959     MONUMENTED       AZHD
 DA0654  HISTORY     - 1960     GOOD             NGS
 DA0654
 DA0654                          STATION DESCRIPTION
 DA0654
 DA0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0654'8.9 MI SE FROM GILA BEND.
 DA0654'8.9 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0654'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 26 FEET SOUTH OF THE CENTERLINE
 DA0654'OF THE EAST BOUND TRAFFIC LANE, SET IN THE CENTER OF THE SOUTH
 DA0654'CONCRETE GUARD RAIL AND 6 INCHES ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0620 ***********************************************************************
 GP0620  DESIGNATION -  4602.7
 GP0620  PID         -  GP0620
 GP0620  STATE/COUNTY-  AZ/COCONINO
 GP0620  USGS QUAD   -  EMMETT WASH (1985)
 GP0620
 GP0620                         *CURRENT SURVEY CONTROL
 GP0620  ___________________________________________________________________
 GP0620* NAD 83(1992)-  36 41 44.77868(N)    111 48 32.72956(W)     ADJUSTED  
 GP0620* NAVD 88     -      1403.83   (+/-2cm)    4605.7    (feet)  VERTCON   
 GP0620  ___________________________________________________________________
 GP0620  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 GP0620  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 GP0620  HORZ ORDER  -  SECOND
 GP0620  VERT ORDER  -  THIRD ? (See Below)
 GP0620
 GP0620.The horizontal coordinates were established by classical geodetic methods
 GP0620.and adjusted by the National Geodetic Survey in August 1993.
 GP0620
 GP0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0620.The vertical order pertains to the NGVD 29 superseded value.
 GP0620
 GP0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0620
 GP0620.The geoid height was determined by GEOID03.
 GP0620
 GP0620;                    North         East     Units Scale Factor Converg.
 GP0620;SPC AZ C     -   631,717.210   222,972.496   MT  0.99990114   +0 03 51.4
 GP0620;SPC AZ C     - 2,072,563.02    731,537.06   iFT  0.99990114   +0 03 51.4
 GP0620;UTM  12      - 4,061,429.180   427,723.729   MT  0.99966436   -0 29 00.6
 GP0620
 GP0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0620!SPC AZ C     -   0.99978332  x   0.99990114  =   0.99968448
 GP0620!UTM  12      -   0.99978332  x   0.99966436  =   0.99944775
 GP0620
 GP0620                          SUPERSEDED SURVEY CONTROL
 GP0620
 GP0620  NAD 83(1986)-  36 41 44.77553(N)    111 48 32.72571(W) AD(       ) 2
 GP0620  NAD 27      -  36 41 44.82300(N)    111 48 30.12600(W) AD(       ) 2
 GP0620  NGVD 29 (07/19/86) 1402.90   (m)         4602.7    (f) LEVELING    3  
 GP0620
 GP0620.Superseded values are not recommended for survey control.
 GP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0620.See file dsdata.txt to determine how the superseded data were derived.
 GP0620
 GP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2772461429(NAD 83)
 GP0620_MARKER: Z = SEE DESCRIPTION
 GP0620_SETTING: 80 = SET IN A BOULDER
 GP0620_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0620
 GP0620  HISTORY     - Date     Condition        Report By
 GP0620  HISTORY     - 1934     MONUMENTED       CGS
 GP0620
 GP0620                          STATION DESCRIPTION
 GP0620
 GP0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0620'STATION LOWEY IS ABOUT 13.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM
 GP0620'HOUSE ROCK, 51.5 FEET SOUTH OF CENTER OF HIGHWAY, MIDWAY OF TWO IRON
 GP0620'CULVERTS, AND ABOUT 1.0 MILE SOUTHEAST OF WEST END OF PARIA
 GP0620'PLATEAU.
 GP0620'
 GP0620'REACHED BY TAKING U.S. HIGHWAY 89 FROM KANAB EAST TO HOUSE
 GP0620'ROCK 51 MILES, AND CONTINUING EAST FOR 13.7 MILES TO STATION.
 GP0620'
 GP0620'USBM 4602.7 IS A SQUARE CUT IN TOP OF SANDSTONE BOULDER,
 GP0620'PAINTED WHITE, PAINTED 4602.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0262 ***********************************************************************
 GP0262  DESIGNATION -  4606.00
 GP0262  PID         -  GP0262
 GP0262  STATE/COUNTY-  AZ/COCONINO
 GP0262  USGS QUAD   -  EMMETT WASH (1985)
 GP0262
 GP0262                         *CURRENT SURVEY CONTROL
 GP0262  ___________________________________________________________________
 GP0262* NAD 83(1986)-  36 41 34.     (N)    111 48 54.     (W)     SCALED    
 GP0262* NAVD 88     -      1401.297  (meters)    4597.42   (feet)  POSTED    
 GP0262  ___________________________________________________________________
 GP0262  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 GP0262  DYNAMIC HT  -        1399.650 (meters)    4592.02  (feet)  COMP
 GP0262  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 GP0262
 GP0262  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0262
 GP0262.The horizontal coordinates were scaled from a topographic map and have
 GP0262.an estimated accuracy of +/- 6 seconds.
 GP0262
 GP0262.The orthometric height was determined by differential leveling
 GP0262.and adjusted by the  in 1992.
 GP0262.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0262.rate of 0.0 thru 1.0 mm/km.
 GP0262
 GP0262.The geoid height was determined by GEOID03.
 GP0262
 GP0262.The dynamic height is computed by dividing the NAVD 88
 GP0262.geopotential number by the normal gravity value computed on the
 GP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0262.degrees latitude (g = 980.6199 gals.).
 GP0262
 GP0262.The modeled gravity was interpolated from observed gravity values.
 GP0262
 GP0262;                    North         East    Units  Estimated Accuracy
 GP0262;SPC AZ C     -   631,380.      222,450.      MT  (+/- 180 meters Scaled)
 GP0262
 GP0262                          SUPERSEDED SURVEY CONTROL
 GP0262
 GP0262  NGVD 29 (??/??/92) 1400.364  (m)         4594.36   (f) ADJ UNCH    1 2
 GP0262
 GP0262.Superseded values are not recommended for survey control.
 GP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0262.See file dsdata.txt to determine how the superseded data were derived.
 GP0262
 GP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF271611(NAD 83)
 GP0262_MARKER: DD = SURVEY DISK
 GP0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0262_SP_SET: CULVERT
 GP0262_STAMPING: 4606.00 751+60.0 1934
 GP0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0262
 GP0262  HISTORY     - Date     Condition        Report By
 GP0262  HISTORY     - 1934     MONUMENTED       AZHD
 GP0262
 GP0262                          STATION DESCRIPTION
 GP0262
 GP0262'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0262'13.9 MI SW FROM MARBLE CANYON.
 GP0262'13.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0262'MARBLE CANYON, COCONINO COUNTY, AT AN 8- BY 8-FOOT CONCRETE-BOX
 GP0262'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.  AN
 GP0262'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4606.00
 GP0262'751+60.0 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0028 ***********************************************************************
 ET0028  DESIGNATION -  4607
 ET0028  PID         -  ET0028
 ET0028  STATE/COUNTY-  AZ/YAVAPAI
 ET0028  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0028
 ET0028                         *CURRENT SURVEY CONTROL
 ET0028  ___________________________________________________________________
 ET0028* NAD 83(1986)-  34 46 23.     (N)    112 25 41.     (W)     SCALED    
 ET0028* NAVD 88     -      1407.258  (meters)    4616.98   (feet)  POSTED    
 ET0028  ___________________________________________________________________
 ET0028  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ET0028  DYNAMIC HT  -        1405.420 (meters)    4610.95  (feet)  COMP
 ET0028  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 ET0028
 ET0028  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0028
 ET0028.The horizontal coordinates were scaled from a topographic map and have
 ET0028.an estimated accuracy of +/- 6 seconds.
 ET0028
 ET0028.The orthometric height was determined by differential leveling
 ET0028.and adjusted in November 2005.
 ET0028.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0028.rate of 1.1 thru 2.0 mm/km.
 ET0028
 ET0028.The geoid height was determined by GEOID03.
 ET0028
 ET0028.The dynamic height is computed by dividing the NAVD 88
 ET0028.geopotential number by the normal gravity value computed on the
 ET0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0028.degrees latitude (g = 980.6199 gals.).
 ET0028
 ET0028.The modeled gravity was interpolated from observed gravity values.
 ET0028
 ET0028;                    North         East    Units  Estimated Accuracy
 ET0028;SPC AZ C     -   418,520.      166,550.      MT  (+/- 180 meters Scaled)
 ET0028
 ET0028                          SUPERSEDED SURVEY CONTROL
 ET0028
 ET0028  NGVD 29 (??/??/92) 1406.490  (m)         4614.46   (f) ADJ UNCH    1 2
 ET0028
 ET0028.Superseded values are not recommended for survey control.
 ET0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0028.See file dsdata.txt to determine how the superseded data were derived.
 ET0028
 ET0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD693488(NAD 83)
 ET0028_MARKER: P = PIPE CAP
 ET0028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0028
 ET0028  HISTORY     - Date     Condition        Report By
 ET0028  HISTORY     - UNK      MONUMENTED       USGS
 ET0028  HISTORY     - 1933     GOOD             NGS
 ET0028  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0028
 ET0028                          STATION DESCRIPTION
 ET0028
 ET0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0028'17.9 MI S FROM CEDAR GLADE.
 ET0028'IRON POST, AT COPPER SIDING, 150 FEET NORTH OF MILEPOST 39, 20 FEET
 ET0028'SOUTH OF STATION, 20 FEET EAST OF RAILROAD CENTER-LINE.
 ET0028
 ET0028                          STATION RECOVERY (1973)
 ET0028
 ET0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1757 ***********************************************************************
 DU1757  DESIGNATION -  461+99.75
 DU1757  PID         -  DU1757
 DU1757  STATE/COUNTY-  AZ/MARICOPA
 DU1757  USGS QUAD   -  CURRYS CORNER (1982)
 DU1757
 DU1757                         *CURRENT SURVEY CONTROL
 DU1757  ___________________________________________________________________
 DU1757* NAD 83(1986)-  33 38 18.     (N)    111 55 38.     (W)     SCALED    
 DU1757* NAVD 88     -       462.068  (meters)    1515.97   (feet)  ADJUSTED  
 DU1757  ___________________________________________________________________
 DU1757  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1757  DYNAMIC HT  -         461.518 (meters)    1514.16  (feet)  COMP
 DU1757  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 DU1757
 DU1757  VERT ORDER  -  SECOND    CLASS I
 DU1757
 DU1757.The horizontal coordinates were scaled from a topographic map and have
 DU1757.an estimated accuracy of +/- 6 seconds.
 DU1757
 DU1757.The orthometric height was determined by differential leveling
 DU1757.and adjusted in November 1993.
 DU1757
 DU1757.The geoid height was determined by GEOID03.
 DU1757
 DU1757.The dynamic height is computed by dividing the NAVD 88
 DU1757.geopotential number by the normal gravity value computed on the
 DU1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1757.degrees latitude (g = 980.6199 gals.).
 DU1757
 DU1757.The modeled gravity was interpolated from observed gravity values.
 DU1757
 DU1757;                    North         East    Units  Estimated Accuracy
 DU1757;SPC AZ C     -   292,540.      212,380.      MT  (+/- 180 meters Scaled)
 DU1757
 DU1757                          SUPERSEDED SURVEY CONTROL
 DU1757
 DU1757.No superseded survey control is available for this station.
 DU1757
 DU1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC140224(NAD 83)
 DU1757_MARKER: DD = SURVEY DISK
 DU1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1757_SP_SET: CONCRETE POST
 DU1757_STAMPING: 461+99.75
 DU1757_MARK LOGO: BOR   
 DU1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1757+STABILITY: SURFACE MOTION
 DU1757
 DU1757  HISTORY     - Date     Condition        Report By
 DU1757  HISTORY     - UNK      MONUMENTED       BOR
 DU1757  HISTORY     - 1984     GOOD             AZDT
 DU1757  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1757
 DU1757                          STATION DESCRIPTION
 DU1757
 DU1757'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1757'IN PHOENIX.
 DU1757'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1757'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1757'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1757'FENCE OF THE CANAL FOR 10.92 KM (6.79 MI) TO THE MARK, AND 64.0 METERS
 DU1757'(210.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1757
 DU1757                          STATION RECOVERY (2004)
 DU1757
 DU1757'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0497 ***********************************************************************
 ET0497  DESIGNATION -  4615
 ET0497  PID         -  ET0497
 ET0497  STATE/COUNTY-  AZ/YAVAPAI
 ET0497  USGS QUAD   -  SIMMONS (1979)
 ET0497
 ET0497                         *CURRENT SURVEY CONTROL
 ET0497  ___________________________________________________________________
 ET0497* NAD 83(1986)-  34 45 48.     (N)    112 39 08.     (W)     SCALED    
 ET0497* NAVD 88     -      1409.722  (meters)    4625.06   (feet)  POSTED    
 ET0497  ___________________________________________________________________
 ET0497  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ET0497  DYNAMIC HT  -        1407.860 (meters)    4618.95  (feet)  COMP
 ET0497  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 ET0497
 ET0497  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0497
 ET0497.The horizontal coordinates were scaled from a topographic map and have
 ET0497.an estimated accuracy of +/- 6 seconds.
 ET0497
 ET0497.The orthometric height was determined by differential leveling
 ET0497.and adjusted in November 2005.
 ET0497.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0497.was located on a no-check spur therefore a value was not computed.
 ET0497.No vertical observational check was made to the station.
 ET0497
 ET0497.The geoid height was determined by GEOID03.
 ET0497
 ET0497.The dynamic height is computed by dividing the NAVD 88
 ET0497.geopotential number by the normal gravity value computed on the
 ET0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0497.degrees latitude (g = 980.6199 gals.).
 ET0497
 ET0497.The modeled gravity was interpolated from observed gravity values.
 ET0497
 ET0497;                    North         East    Units  Estimated Accuracy
 ET0497;SPC AZ C     -   417,570.      146,030.      MT  (+/- 180 meters Scaled)
 ET0497
 ET0497                          SUPERSEDED SURVEY CONTROL
 ET0497
 ET0497  NGVD 29 (??/??/92) 1408.901  (m)         4622.37   (f) ADJ UNCH    2 0
 ET0497
 ET0497.Superseded values are not recommended for survey control.
 ET0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0497.See file dsdata.txt to determine how the superseded data were derived.
 ET0497
 ET0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD487480(NAD 83)
 ET0497_MARKER: P = PIPE CAP
 ET0497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0497_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0497_STAMPING: 4615 PRSCT
 ET0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0497
 ET0497  HISTORY     - Date     Condition        Report By
 ET0497  HISTORY     - UNK      MONUMENTED       USGS
 ET0497  HISTORY     - 1952     GOOD             NGS
 ET0497
 ET0497                          STATION DESCRIPTION
 ET0497
 ET0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0497'5.9 MI SW FROM SIMMONS.
 ET0497'3.1 MILES SOUTH ALONG THE ROAD LEADING TO PRESCOTT FROM THE CONCRETE
 ET0497'BRIDGE OVER HITT WASH AT SIMMONS, THENCE 2.5 MILES SOUTH ALONG THE
 ET0497'SKULL VALLEY ROAD, THENCE 0.3 MILE WEST ALONG THE ROAD LEADING TO LONG
 ET0497'MEADOW RANCH, 0.1 MILE NORTH OF THE MAIN RANCH HOUSE, INSIDE OF A
 ET0497'BOARD CORRAL, 110 FEET NORTH OF THE CENTER LINE OF THE RANCH ROAD,
 ET0497'42.8 FEET NORTH OF THE SOUTH BOARD FENCE OF THE CORRAL, 5.4 FEET WEST
 ET0497'OF THE BOARD FENCE OF THE CORRAL, AND RIVETED ON TOP OF A 3 1/2 INCH
 ET0497'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0150 ***********************************************************************
 CG0150  DESIGNATION -  4617
 CG0150  PID         -  CG0150
 CG0150  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0150  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG0150
 CG0150                         *CURRENT SURVEY CONTROL
 CG0150  ___________________________________________________________________
 CG0150* NAD 83(1986)-  31 38 05.     (N)    110 29 11.     (W)     SCALED    
 CG0150* NAVD 88     -      1411.96   (+/-2cm)    4632.4    (feet)  VERTCON   
 CG0150  ___________________________________________________________________
 CG0150  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CG0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0150
 CG0150.The horizontal coordinates were scaled from a topographic map and have
 CG0150.an estimated accuracy of +/- 6 seconds.
 CG0150
 CG0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0150.The vertical order pertains to the NGVD 29 superseded value.
 CG0150
 CG0150.The geoid height was determined by GEOID03.
 CG0150
 CG0150;                    North         East    Units  Estimated Accuracy
 CG0150;SPC AZ C     -    71,260.      349,040.      MT  (+/- 180 meters Scaled)
 CG0150
 CG0150                          SUPERSEDED SURVEY CONTROL
 CG0150
 CG0150  NGVD 29 (??/??/92) 1411.069  (m)         4629.48   (f) ADJ UNCH    2 0
 CG0150
 CG0150.Superseded values are not recommended for survey control.
 CG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0150.See file dsdata.txt to determine how the superseded data were derived.
 CG0150
 CG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA487000(NAD 83)
 CG0150_MARKER: P = PIPE CAP
 CG0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0150_STAMPING: 4617 NOGLS
 CG0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0150
 CG0150  HISTORY     - Date     Condition        Report By
 CG0150  HISTORY     - UNK      MONUMENTED       USGS
 CG0150  HISTORY     - 1935     GOOD             NGS
 CG0150
 CG0150                          STATION DESCRIPTION
 CG0150
 CG0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0150'2.9 MI E FROM ELGIN.
 CG0150'2.9 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM ELGIN,
 CG0150'SANTA CRUZ COUNTY, 1-3/4 POLES SOUTHWEST OF MILEPOST 1071, 35 FEET
 CG0150'WEST OF CATTLEGUARD 1071 D, 40 FEET SOUTH OF THE CENTERLINE OF THE
 CG0150'TRACK, AND 4 FEET NORTH OF A FENCE LINE.  A UNITED STATES GEOLOGICAL
 CG0150'SURVEY STANDARD CAP, STAMPED 4617 NOGLS AND RIVETED ON THE TOP OF A
 CG0150'3-1/2-INCH REINFORCED IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0791 ***********************************************************************
 CZ0791  DESIGNATION -  465+40.25
 CZ0791  PID         -  CZ0791
 CZ0791  STATE/COUNTY-  AZ/PIMA
 CZ0791  USGS QUAD   -  THREE POINTS (1992)
 CZ0791
 CZ0791                         *CURRENT SURVEY CONTROL
 CZ0791  ___________________________________________________________________
 CZ0791* NAD 83(1986)-  32 05 52.     (N)    111 15 37.     (W)     SCALED    
 CZ0791* NAVD 88     -       763.05   (+/-2cm)    2503.4    (feet)  VERTCON   
 CZ0791  ___________________________________________________________________
 CZ0791  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0791
 CZ0791.The horizontal coordinates were scaled from a topographic map and have
 CZ0791.an estimated accuracy of +/- 6 seconds.
 CZ0791
 CZ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0791.The vertical order pertains to the NGVD 29 superseded value.
 CZ0791
 CZ0791.The geoid height was determined by GEOID03.
 CZ0791
 CZ0791;                    North         East    Units  Estimated Accuracy
 CZ0791;SPC AZ C     -   121,900.      275,310.      MT  (+/- 180 meters Scaled)
 CZ0791
 CZ0791                          SUPERSEDED SURVEY CONTROL
 CZ0791
 CZ0791  NGVD 29 (??/??/92)  762.364  (m)         2501.19   (f) ADJ UNCH    2 0
 CZ0791
 CZ0791.Superseded values are not recommended for survey control.
 CZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0791.See file dsdata.txt to determine how the superseded data were derived.
 CZ0791
 CZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA754513(NAD 83)
 CZ0791_MARKER: DD = SURVEY DISK
 CZ0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0791_SP_SET: CULVERT
 CZ0791_STAMPING: 465+40.25 2502.11
 CZ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0791
 CZ0791  HISTORY     - Date     Condition        Report By
 CZ0791  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0791  HISTORY     - 1951     GOOD             NGS
 CZ0791  HISTORY     - 1962     GOOD             NGS
 CZ0791
 CZ0791                          STATION DESCRIPTION
 CZ0791
 CZ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0791'18.7 MI SW FROM TUCSON.
 CZ0791'18.7 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0791'STATE HIGHWAY 86, AND IN THE TOP AND IN THE CENTER OF THE NORTH
 CZ0791'HEADWALL OF A 6 BY 24 FOOT CONCRETE CULVERT, 24 YARDS SOUTH OF A POWER
 CZ0791'LINE POLE, 11 YARDS SOUTHEAST OF TELEPHONE LINES, 14 FEET NORTH OF THE
 CZ0791'CENTER OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
 CZ0791
 CZ0791                          STATION RECOVERY (1962)
 CZ0791
 CZ0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2192 ***********************************************************************
 DU2192  DESIGNATION -  4687 VA
 DU2192  PID         -  DU2192
 DU2192  STATE/COUNTY-  AZ/MARICOPA
 DU2192  USGS QUAD   -  MAVERICK MOUNTAIN (1978)
 DU2192
 DU2192                         *CURRENT SURVEY CONTROL
 DU2192  ___________________________________________________________________
 DU2192* NAD 83(1992)-  33 47 27.97493(N)    111 33 40.13177(W)     ADJUSTED  
 DU2192* NAVD 88     -      1435.     (meters)    4708.     (feet)  SCALED    
 DU2192  ___________________________________________________________________
 DU2192  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 DU2192  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DU2192  HORZ ORDER  -  SECOND
 DU2192
 DU2192.The horizontal coordinates were established by classical geodetic methods
 DU2192.and adjusted by the National Geodetic Survey in August 1993.
 DU2192
 DU2192.The orthometric height was scaled from a topographic map.
 DU2192
 DU2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2192
 DU2192.The geoid height was determined by GEOID03.
 DU2192
 DU2192;                    North         East     Units Scale Factor Converg.
 DU2192;SPC AZ C     -   309,542.141   246,281.511   MT  0.99991336   +0 11 51.8
 DU2192;SPC AZ C     - 1,015,558.21    808,010.21   iFT  0.99991336   +0 11 51.8
 DU2192;UTM  12      - 3,739,135.896   448,052.401   MT  0.99963327   -0 18 43.6
 DU2192
 DU2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2192!SPC AZ C     -   0.99977928  x   0.99991336  =   0.99969266
 DU2192!UTM  12      -   0.99977928  x   0.99963327  =   0.99941263
 DU2192
 DU2192                          SUPERSEDED SURVEY CONTROL
 DU2192
 DU2192  NAD 83(1986)-  33 47 27.96999(N)    111 33 40.13435(W) AD(       ) 2
 DU2192  NAD 27      -  33 47 27.81800(N)    111 33 37.64500(W) AD(       ) 2
 DU2192
 DU2192.Superseded values are not recommended for survey control.
 DU2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2192.See file dsdata.txt to determine how the superseded data were derived.
 DU2192
 DU2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4805239136(NAD 83)
 DU2192_MARKER: DB = BENCH MARK DISK
 DU2192_SETTING: 80 = SET IN A BOULDER
 DU2192_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2192+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 DU2192
 DU2192  HISTORY     - Date     Condition        Report By
 DU2192  HISTORY     - 1946     MONUMENTED       USGS
 DU2192  HISTORY     - 20080527 GOOD             GEOCAC
 DU2192
 DU2192                          STATION DESCRIPTION
 DU2192
 DU2192'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU2192'TO REACH THE STATION FROM THE BUCKHORN, A RESORT LOCATED ON
 DU2192'U.S. 60 AND 70 ABOUT 7.5 MILES EAST OF MESA, ARIZONA, GO EAST
 DU2192'ON U.S. 60 AND 70 FOR 1.0 MILES TO A INTERSECTION.  TAKE
 DU2192'THE LEFT ROAD HERE AS PER SIGN BUSH HIGHWAY AND FOLLOW THE
 DU2192'MAIN GRADED ROAD FOR 6.25 MILES TO A FORK.  TAKE THE RIGHT
 DU2192'FORK WHICH PASSES OVER A CATTLE GUARD, AND ONCE AGAIN FOLLOWING
 DU2192'THE MAIN TRAVELED GRADED ROAD GO FOR 6.85 MILES TO THE BRIDGE
 DU2192'ACROSS THE RIVER AT THE BLUE POINT FOREST SERVICE PICNIC
 DU2192'GROUNDS.  CROSS THE RIVER AND FOLLOW THE HIGHWAY FOR 2.2
 DU2192'MILES TO A FORK.  TAKE THE LEFT FORK UP THE HILL AS PER SIGN
 DU2192'TO PAYSON AND FOLLOW THE MAIN TRAVELED GRADED ROAD FOR
 DU2192'19.55 MILES TO A CATTLE GUARD ACROSS THE ROAD AT THE TOP
 DU2192'OF A SMALL PASS.  CROSS THIS CATTLE GUARD AND CONTINUE ON
 DU2192'THE GRADED ROAD FOR 0.4 MILE TO A DIM TRACK ROAD GOING
 DU2192'OFF TO THE LEFT.  TURN LEFT OFF THE GRADED ROAD HERE AND
 DU2192'FOLLOW THIS TRACK ROAD FOR 0.1 MILES TO A GATE, PASS
 DU2192'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD, PAST THE
 DU2192'CORRALS, TO THE EDGE OF THE WASH AND THE END OF TRUCK
 DU2192'TRAVEL.  THIS POINT IS 0.5 MILES BEYOND THE GATE.  FROM
 DU2192'HERE EITHER PACK OR TAKE A JEEP ACROSS THE WASH AND DOWN
 DU2192'THE WASH FOR 0.25 MILES TO ANOTHER WASH COMING INTO THE
 DU2192'MAIN WASH ON THE RIGHT.  TURN RIGHT HERE AND GO UP THIS
 DU2192'WASH FOR 0.5 MILES TO AN EXCELLENT SPRING.  CONTINUE ON
 DU2192'UP THE WASH OVER SOME REAL ROCKY PLACES GOING FOR 0.15
 DU2192'MILES TO A FORK IN THE WASHES.  TAKE THE LEFT WASH AND GO
 DU2192'FOR 0.1 MILE TO A GATE.  PASS THROUGH THIS GATE AND GO 0.1 MILE
 DU2192'FURTHER UP THE WASH TO A CORRAL.  PASS BY THIS CORRAL AND
 DU2192'CONTINUE FOR 0.8 MILES TO ANOTHER FORK.  TAKE THE LEFT MAIN
 DU2192'TRAVELED WASH AND GO 0.2 MILES TO THE
 DU2192'SMALL ROCKY KNOLL ABOUT 100 FEET TO THE LEFT.  CONTINUE ON
 DU2192'UP THE WASH FOR 1.9 MILES.  THENCE TURN LEFT UP A FAIRLY
 DU2192'STEEP WASH AND GO 0.1 MILES TO THE END OF JEEP TRAVEL.  (THE
 DU2192'STATION CAN BE SEEN DIRECTLY AHEAD UP THE WASH AFTER PASSING
 DU2192'THE FIRST FORK IN THE WASH AFTER THE SPRING.) FROM THE END
 DU2192'OF JEEP TRAVEL PACK EAST UP TO THE TOP OF A SMALL RIDGE,
 DU2192'THEN TURN RIGHT AND FOLLOW THIS RIDGE UP THE MOUNTAIN TO
 DU2192'THE HIGHEST POINT.  IT IS LOCATED NORTHWEST OF STATION OTERO.
 DU2192'
 DU2192'STATION MARK IS A STANDARD USGS BENCH MARK STAMPED
 DU2192'4687 VA, SET IN A BOULDER WHICH PROJECTS 6 FEET ABOVE THE
 DU2192'SURROUNDING SURFACE AND IS 1.23 METERS ABOVE STATION
 DU2192'OTERO.
 DU2192
 DU2192                          STATION RECOVERY (2008)
 DU2192
 DU2192'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2192'STATION 4687 VA RECOVERED IN GOOD CONDITION.  SUPPLEMENTAL TO REACH
 DU2192'INFORMATION FOLLOWS.
 DU2192'TURN WEST OFF STATE HIGHWAY 87 AT N33 47.846 W111 29.520 JUST NORTH OF
 DU2192'THE SYCAMORE
 DU2192'CREEK BRIDGE. THE JEEP TRACK LEADING TO THE BASE OF GRANITE MOUNTAIN
 DU2192'IS NOW DESIGNATED BY
 DU2192'THE US FOREST SERVICE AS FS ROAD 3456.  FS 3456 FOLLOWS SYCAMORE CREEK
 DU2192'DOWNSTREAM TO
 DU2192'N33 47.387 W111 30.303 AT WHICH POINT IT TURNS OFF TO THE RIGHT AND
 DU2192'PASSES THROUGH LOG
 DU2192'CORRAL CANYON AND THEN ALONG THE BASE OF GRANITE MOUNTAIN.  SUGGESTED
 DU2192'PACK ROUTE FOLLOWS
 DU2192'NORTH RIDGE MEETING FS 3456 AT N33 47.856 W111 32.790.   NOTE  FS 3456
 DU2192'WILL NOT BE
 DU2192'PASSIBLE BY VEHICLE WITHOUT SPECIALIZED 4X4 EQUIPMENT OR ATV.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0263 ***********************************************************************
 GP0263  DESIGNATION -  4691.57
 GP0263  PID         -  GP0263
 GP0263  STATE/COUNTY-  AZ/COCONINO
 GP0263  USGS QUAD   -  EMMETT WASH (1985)
 GP0263
 GP0263                         *CURRENT SURVEY CONTROL
 GP0263  ___________________________________________________________________
 GP0263* NAD 83(1986)-  36 41 14.     (N)    111 49 45.     (W)     SCALED    
 GP0263* NAVD 88     -      1427.406  (meters)    4683.08   (feet)  POSTED    
 GP0263  ___________________________________________________________________
 GP0263  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 GP0263  DYNAMIC HT  -        1425.730 (meters)    4677.58  (feet)  COMP
 GP0263  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 GP0263
 GP0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0263
 GP0263.The horizontal coordinates were scaled from a topographic map and have
 GP0263.an estimated accuracy of +/- 6 seconds.
 GP0263
 GP0263.The orthometric height was determined by differential leveling
 GP0263.and adjusted by the  in 1992.
 GP0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0263.rate of 0.0 thru 1.0 mm/km.
 GP0263
 GP0263.The geoid height was determined by GEOID03.
 GP0263
 GP0263.The dynamic height is computed by dividing the NAVD 88
 GP0263.geopotential number by the normal gravity value computed on the
 GP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0263.degrees latitude (g = 980.6199 gals.).
 GP0263
 GP0263.The modeled gravity was interpolated from observed gravity values.
 GP0263
 GP0263;                    North         East    Units  Estimated Accuracy
 GP0263;SPC AZ C     -   630,770.      221,180.      MT  (+/- 180 meters Scaled)
 GP0263
 GP0263                          SUPERSEDED SURVEY CONTROL
 GP0263
 GP0263  NGVD 29 (??/??/92) 1426.468  (m)         4680.00   (f) ADJ UNCH    1 2
 GP0263
 GP0263.Superseded values are not recommended for survey control.
 GP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0263.See file dsdata.txt to determine how the superseded data were derived.
 GP0263
 GP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF259604(NAD 83)
 GP0263_MARKER: DD = SURVEY DISK
 GP0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0263_SP_SET: CULVERT
 GP0263_STAMPING: 4691.57 799+74.9 1934
 GP0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0263
 GP0263  HISTORY     - Date     Condition        Report By
 GP0263  HISTORY     - 1934     MONUMENTED       AZHD
 GP0263  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0263
 GP0263                          STATION DESCRIPTION
 GP0263
 GP0263'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0263'14.8 MI SW FROM MARBLE CANYON.
 GP0263'14.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0263'MARBLE CANYON, COCONINO COUNTY, AT A 36-INCH CORRUGATED-IRON PIPE
 GP0263'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0263'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4691.57
 GP0263'799+74.9 1934.
 GP0263
 GP0263                          STATION RECOVERY (1978)
 GP0263
 GP0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1033 ***********************************************************************
 DV1033  DESIGNATION -  47 A
 DV1033  PID         -  DV1033
 DV1033  STATE/COUNTY-  AZ/MARICOPA
 DV1033  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1033
 DV1033                         *CURRENT SURVEY CONTROL
 DV1033  ___________________________________________________________________
 DV1033* NAD 83(1986)-  33 32 48.     (N)    113 12 12.     (W)     SCALED    
 DV1033* NAVD 88     -       385.69   (+/-2cm)    1265.4    (feet)  VERTCON   
 DV1033  ___________________________________________________________________
 DV1033  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1033
 DV1033.The horizontal coordinates were scaled from a topographic map and have
 DV1033.an estimated accuracy of +/- 6 seconds.
 DV1033
 DV1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1033.The vertical order pertains to the NGVD 29 superseded value.
 DV1033
 DV1033.The geoid height was determined by GEOID03.
 DV1033
 DV1033;                    North         East    Units  Estimated Accuracy
 DV1033;SPC AZ C     -   283,120.       93,870.      MT  (+/- 180 meters Scaled)
 DV1033
 DV1033                          SUPERSEDED SURVEY CONTROL
 DV1033
 DV1033  NGVD 29 (??/??/92)  385.160  (m)         1263.65   (f) ADJ UNCH    2 0
 DV1033
 DV1033.Superseded values are not recommended for survey control.
 DV1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1033.See file dsdata.txt to determine how the superseded data were derived.
 DV1033
 DV1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC954140(NAD 83)
 DV1033_MARKER: DD = SURVEY DISK
 DV1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1033_STAMPING: 47 A 1962
 DV1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1033+STABILITY: SURFACE MOTION
 DV1033
 DV1033  HISTORY     - Date     Condition        Report By
 DV1033  HISTORY     - 1962     MONUMENTED       AZHD
 DV1033  HISTORY     - 1962     GOOD             NGS
 DV1033
 DV1033                          STATION DESCRIPTION
 DV1033
 DV1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1033'0.5 MI ESE FROM SALOME.
 DV1033'AN AZHD DISK STAMPED 47 A 1962, SET IN TOP OF A CONCRETE POST FLUSH
 DV1033'WITH THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV1033'INTERSTATE HIGHWAY 10, 1.5 FEET NW OF A METAL WITNESS POST.  NOTE--
 DV1033'0.5 MI ESE OF V 413 47.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0838 ***********************************************************************
 FQ0838  DESIGNATION -  47 BKC
 FQ0838  PID         -  FQ0838
 FQ0838  STATE/COUNTY-  AZ/COCONINO
 FQ0838  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0838
 FQ0838                         *CURRENT SURVEY CONTROL
 FQ0838  ___________________________________________________________________
 FQ0838* NAD 83(1986)-  35 33 39.     (N)    111 01 49.     (W)     SCALED    
 FQ0838* NAVD 88     -      1458.091  (meters)    4783.75   (feet)  POSTED    
 FQ0838  ___________________________________________________________________
 FQ0838  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 FQ0838  DYNAMIC HT  -        1456.230 (meters)    4777.65  (feet)  COMP
 FQ0838  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 FQ0838
 FQ0838  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0838
 FQ0838.The horizontal coordinates were scaled from a topographic map and have
 FQ0838.an estimated accuracy of +/- 6 seconds.
 FQ0838
 FQ0838.The orthometric height was determined by differential leveling
 FQ0838.and adjusted by the  in 1992.
 FQ0838.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0838.rate of 0.0 thru 1.0 mm/km.
 FQ0838
 FQ0838.The geoid height was determined by GEOID03.
 FQ0838
 FQ0838.The dynamic height is computed by dividing the NAVD 88
 FQ0838.geopotential number by the normal gravity value computed on the
 FQ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0838.degrees latitude (g = 980.6199 gals.).
 FQ0838
 FQ0838.The modeled gravity was interpolated from observed gravity values.
 FQ0838
 FQ0838;                    North         East    Units  Estimated Accuracy
 FQ0838;SPC AZ C     -   506,150.      293,710.      MT  (+/- 180 meters Scaled)
 FQ0838
 FQ0838                          SUPERSEDED SURVEY CONTROL
 FQ0838
 FQ0838  NGVD 29 (??/??/92) 1457.35   (m)         4781.3    (f) COMPUTED    2 2
 FQ0838
 FQ0838.Superseded values are not recommended for survey control.
 FQ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0838.See file dsdata.txt to determine how the superseded data were derived.
 FQ0838
 FQ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE972352(NAD 83)
 FQ0838_MARKER: DB = BENCH MARK DISK
 FQ0838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0838_SP_SET: COPPER-CLAD STEEL ROD
 FQ0838_STAMPING: 47 BKC 1968
 FQ0838_MARK LOGO: USGS  
 FQ0838_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0838+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0838
 FQ0838  HISTORY     - Date     Condition        Report By
 FQ0838  HISTORY     - 1968     MONUMENTED       USGS
 FQ0838
 FQ0838                          STATION DESCRIPTION
 FQ0838
 FQ0838'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0838'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0838'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0838'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0838'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0838'THENCE 3.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD, 60 FEET
 FQ0838'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST.
 FQ0838'A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0639 ***********************************************************************
 FP0639  DESIGNATION -  47 HLS
 FP0639  PID         -  FP0639
 FP0639  STATE/COUNTY-  AZ/APACHE
 FP0639  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0639
 FP0639                         *CURRENT SURVEY CONTROL
 FP0639  ___________________________________________________________________
 FP0639* NAD 83(1986)-  35 32 56.     (N)    109 31 51.     (W)     SCALED    
 FP0639* NAVD 88     -      2022.465  (meters)    6635.37   (feet)  ADJUSTED  
 FP0639  ___________________________________________________________________
 FP0639  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FP0639  DYNAMIC HT  -        2019.640 (meters)    6626.10  (feet)  COMP
 FP0639  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 FP0639
 FP0639  VERT ORDER  -  SECOND    CLASS II
 FP0639
 FP0639.The horizontal coordinates were scaled from a topographic map and have
 FP0639.an estimated accuracy of +/- 6 seconds.
 FP0639
 FP0639.The orthometric height was determined by differential leveling
 FP0639.and adjusted in June 1991.
 FP0639
 FP0639.The geoid height was determined by GEOID03.
 FP0639
 FP0639.The dynamic height is computed by dividing the NAVD 88
 FP0639.geopotential number by the normal gravity value computed on the
 FP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0639.degrees latitude (g = 980.6199 gals.).
 FP0639
 FP0639.The modeled gravity was interpolated from observed gravity values.
 FP0639
 FP0639;                    North         East    Units  Estimated Accuracy
 FP0639;SPC AZ E     -   504,650.      271,010.      MT  (+/- 180 meters Scaled)
 FP0639
 FP0639                          SUPERSEDED SURVEY CONTROL
 FP0639
 FP0639.No superseded survey control is available for this station.
 FP0639
 FP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE331349(NAD 83)
 FP0639_MARKER: DB = BENCH MARK DISK
 FP0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0639_SP_SET: COPPER-CLAD STEEL ROD
 FP0639_STAMPING: 47 HLS 1970 6632
 FP0639_MARK LOGO: USGS  
 FP0639_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0639+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0639
 FP0639  HISTORY     - Date     Condition        Report By
 FP0639  HISTORY     - 1970     MONUMENTED       USGS
 FP0639
 FP0639                          STATION DESCRIPTION
 FP0639
 FP0639'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0639'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0639'OFFICE AT GANADO, ARIZONA), PROCEED 3.3 MILES NORTH ALONG STATE
 FP0639'HIGHWAY 63 TO THE JUNCTION OF A TRACK ROAD EAST, 154 FEET SOUTH OF
 FP0639'THE TRACK ROAD, 74 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A WITNESS
 FP0639'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0639'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0295 ***********************************************************************
 ES0295  DESIGNATION -  4705
 ES0295  PID         -  ES0295
 ES0295  STATE/COUNTY-  AZ/GILA
 ES0295  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0295
 ES0295                         *CURRENT SURVEY CONTROL
 ES0295  ___________________________________________________________________
 ES0295* NAD 83(1986)-  34 18 59.     (N)    111 22 58.     (W)     SCALED    
 ES0295* NAVD 88     -      1435.14   (+/-2cm)    4708.5    (feet)  VERTCON   
 ES0295  ___________________________________________________________________
 ES0295  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ES0295  VERT ORDER  -  ? (See Below)
 ES0295
 ES0295.The horizontal coordinates were scaled from a topographic map and have
 ES0295.an estimated accuracy of +/- 6 seconds.
 ES0295
 ES0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0295.The vertical order pertains to the NGVD 29 superseded value.
 ES0295
 ES0295.The geoid height was determined by GEOID03.
 ES0295
 ES0295;                    North         East    Units  Estimated Accuracy
 ES0295;SPC AZ E     -   368,420.      101,440.      MT  (+/- 180 meters Scaled)
 ES0295
 ES0295                          SUPERSEDED SURVEY CONTROL
 ES0295
 ES0295  NGVD 29 (??/??/92) 1434.388  (m)         4705.99   (f) ADJ UNCH    ?  
 ES0295
 ES0295.Superseded values are not recommended for survey control.
 ES0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0295.See file dsdata.txt to determine how the superseded data were derived.
 ES0295
 ES0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC647973(NAD 83)
 ES0295_MARKER: Z = SEE DESCRIPTION
 ES0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0295_SP_SET: STUMP
 ES0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0295
 ES0295  HISTORY     - Date     Condition        Report By
 ES0295  HISTORY     - UNK      MONUMENTED       USGS
 ES0295  HISTORY     - 1933     GOOD             NGS
 ES0295
 ES0295                          STATION DESCRIPTION
 ES0295
 ES0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0295'8.2 MI SE FROM PINE.
 ES0295'AT SIDE OF HIGHWAY, 2.1 MILES NORTHWEST OF EAST VERDE RIVER HIGHWAY
 ES0295'BRIDGE, NORTH BANK OF SYCAMORE CREEK AT UPPER CROSSING, 30 FEET SOUTH
 ES0295'OF HIGHWAY CENTER-LINE, ON TOP OF 16 INCH STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0327 ***********************************************************************
 CG0327  DESIGNATION -  4706
 CG0327  PID         -  CG0327
 CG0327  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0327  USGS QUAD   -  ELGIN (1978)
 CG0327
 CG0327                         *CURRENT SURVEY CONTROL
 CG0327  ___________________________________________________________________
 CG0327* NAD 83(1986)-  31 39 38.     (N)    110 31 29.     (W)     SCALED    
 CG0327* NAVD 88     -      1439.03   (+/-2cm)    4721.2    (feet)  VERTCON   
 CG0327  ___________________________________________________________________
 CG0327  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CG0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0327
 CG0327.The horizontal coordinates were scaled from a topographic map and have
 CG0327.an estimated accuracy of +/- 6 seconds.
 CG0327
 CG0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0327.The vertical order pertains to the NGVD 29 superseded value.
 CG0327
 CG0327.The geoid height was determined by GEOID03.
 CG0327
 CG0327;                    North         East    Units  Estimated Accuracy
 CG0327;SPC AZ C     -    74,070.      345,360.      MT  (+/- 180 meters Scaled)
 CG0327
 CG0327                          SUPERSEDED SURVEY CONTROL
 CG0327
 CG0327  NGVD 29 (??/??/92) 1438.127  (m)         4718.26   (f) ADJ UNCH    2 0
 CG0327
 CG0327.Superseded values are not recommended for survey control.
 CG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0327.See file dsdata.txt to determine how the superseded data were derived.
 CG0327
 CG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA450029(NAD 83)
 CG0327_MARKER: P = PIPE CAP
 CG0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0327_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0327_STAMPING: 4706 NOGLS
 CG0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0327
 CG0327  HISTORY     - Date     Condition        Report By
 CG0327  HISTORY     - UNK      MONUMENTED       USGS
 CG0327  HISTORY     - 1934     GOOD             NGS
 CG0327
 CG0327                          STATION DESCRIPTION
 CG0327
 CG0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0327'IN ELGIN.
 CG0327'AT ELGIN, SANTA CRUZ COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, IN
 CG0327'THE NORTHWEST CORNER OF THE SECTION-HOUSE YARD, 35 FEET NORTHWEST OF
 CG0327'THE SECTIONHOUSE, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 25
 CG0327'FEET SOUTH OF THE EQUIPMENT SHED, AND 1 FOOT NORTH OF A FENCE CORNER.
 CG0327'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4706 NOGLS AND
 CG0327'RIVETED ON THE TOP OF A 3-1/2-INCH REINFORCED IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0596 ***********************************************************************
 ES0596  DESIGNATION -  4714.38
 ES0596  PID         -  ES0596
 ES0596  STATE/COUNTY-  AZ/YAVAPAI
 ES0596  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0596
 ES0596                         *CURRENT SURVEY CONTROL
 ES0596  ___________________________________________________________________
 ES0596* NAD 83(1986)-  34 31 58.     (N)    111 57 57.     (W)     SCALED    
 ES0596* NAVD 88     -      1437.87   (+/-2cm)    4717.4    (feet)  VERTCON   
 ES0596  ___________________________________________________________________
 ES0596  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0596
 ES0596.The horizontal coordinates were scaled from a topographic map and have
 ES0596.an estimated accuracy of +/- 6 seconds.
 ES0596
 ES0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0596.The vertical order pertains to the NGVD 29 superseded value.
 ES0596
 ES0596.The geoid height was determined by GEOID03.
 ES0596
 ES0596;                    North         East    Units  Estimated Accuracy
 ES0596;SPC AZ C     -   391,750.      208,850.      MT  (+/- 180 meters Scaled)
 ES0596
 ES0596                          SUPERSEDED SURVEY CONTROL
 ES0596
 ES0596  NGVD 29 (??/??/92) 1437.052  (m)         4714.73   (f) ADJ UNCH    2 0
 ES0596
 ES0596.Superseded values are not recommended for survey control.
 ES0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0596.See file dsdata.txt to determine how the superseded data were derived.
 ES0596
 ES0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD113216(NAD 83)
 ES0596_MARKER: DD = SURVEY DISK
 ES0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0596_SP_SET: CULVERT
 ES0596_STAMPING: 4714.38 4223+62 1959
 ES0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0596
 ES0596  HISTORY     - Date     Condition        Report By
 ES0596  HISTORY     - 1959     MONUMENTED       AZHD
 ES0596  HISTORY     - 1959     GOOD             NGS
 ES0596
 ES0596                          STATION DESCRIPTION
 ES0596
 ES0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0596'7.8 MI SW FROM CAMP VERDE.
 ES0596'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0596'OFFICE IN CAMP VERDE, THENCE 4.8 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0596'0.35 MILE WEST OF MILEPOST 281, AT THE CREST OF A LONG STEEP GRADE, 20
 ES0596'FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF A 7
 ES0596'FOOT CULVERT IN THE SOUTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0530 ***********************************************************************
 ET0530  DESIGNATION -  4732
 ET0530  PID         -  ET0530
 ET0530  STATE/COUNTY-  AZ/YAVAPAI
 ET0530  USGS QUAD   -  SKULL VALLEY (1979)
 ET0530
 ET0530                         *CURRENT SURVEY CONTROL
 ET0530  ___________________________________________________________________
 ET0530* NAD 83(1986)-  34 34 57.     (N)    112 40 25.     (W)     SCALED    
 ET0530* NAVD 88     -      1445.653  (meters)    4742.95   (feet)  POSTED    
 ET0530  ___________________________________________________________________
 ET0530  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ET0530  DYNAMIC HT  -        1443.730 (meters)    4736.64  (feet)  COMP
 ET0530  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 ET0530
 ET0530  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0530
 ET0530.The horizontal coordinates were scaled from a topographic map and have
 ET0530.an estimated accuracy of +/- 6 seconds.
 ET0530
 ET0530.The orthometric height was determined by differential leveling
 ET0530.and adjusted in November 2005.
 ET0530.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0530.was located on a no-check spur therefore a value was not computed.
 ET0530.No vertical observational check was made to the station.
 ET0530
 ET0530.The geoid height was determined by GEOID03.
 ET0530
 ET0530.The dynamic height is computed by dividing the NAVD 88
 ET0530.geopotential number by the normal gravity value computed on the
 ET0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0530.degrees latitude (g = 980.6199 gals.).
 ET0530
 ET0530.The modeled gravity was interpolated from observed gravity values.
 ET0530
 ET0530;                    North         East    Units  Estimated Accuracy
 ET0530;SPC AZ C     -   397,520.      143,920.      MT  (+/- 180 meters Scaled)
 ET0530
 ET0530                          SUPERSEDED SURVEY CONTROL
 ET0530
 ET0530  NGVD 29 (??/??/92) 1444.826  (m)         4740.23   (f) ADJ UNCH    2 0
 ET0530
 ET0530.Superseded values are not recommended for survey control.
 ET0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0530.See file dsdata.txt to determine how the superseded data were derived.
 ET0530
 ET0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD465280(NAD 83)
 ET0530_MARKER: P = PIPE CAP
 ET0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0530_STAMPING: 4732 PRSCT
 ET0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0530
 ET0530  HISTORY     - Date     Condition        Report By
 ET0530  HISTORY     - UNK      MONUMENTED       USGS
 ET0530  HISTORY     - 1952     GOOD             NGS
 ET0530
 ET0530                          STATION DESCRIPTION
 ET0530
 ET0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0530'6.2 MI N FROM SKULL VALLEY.
 ET0530'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0530'POST OFFICE AT SKULL VALLEY, THENCE 1.6 MILES NORTH ALONG A GRADED
 ET0530'COUNTY ROAD ABOUT 80 YARDS NORTH OF A WASH CROSSING, IN A SMALL
 ET0530'CLEARING. 26 FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE ROAD, 1.9
 ET0530'FEET EAST OF A WITNESS POST, AND RIVETED ON TOP OF A 3-INCH IRON PIPE
 ET0530'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0089 ***********************************************************************
 ET0089  DESIGNATION -  4743
 ET0089  PID         -  ET0089
 ET0089  STATE/COUNTY-  AZ/YAVAPAI
 ET0089  USGS QUAD   -  COTTONWOOD (1973)
 ET0089
 ET0089                         *CURRENT SURVEY CONTROL
 ET0089  ___________________________________________________________________
 ET0089* NAD 83(1986)-  34 44 36.     (N)    112 06 46.     (W)     SCALED    
 ET0089* NAVD 88     -      1449.061  (meters)    4754.13   (feet)  POSTED    
 ET0089  ___________________________________________________________________
 ET0089  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 ET0089  DYNAMIC HT  -        1447.100 (meters)    4747.69  (feet)  COMP
 ET0089  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 ET0089
 ET0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0089
 ET0089.The horizontal coordinates were scaled from a topographic map and have
 ET0089.an estimated accuracy of +/- 6 seconds.
 ET0089
 ET0089.The orthometric height was determined by differential leveling
 ET0089.and adjusted in November 2005.
 ET0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0089.rate of 0.0 thru 1.0 mm/km.
 ET0089
 ET0089.The geoid height was determined by GEOID03.
 ET0089
 ET0089.The dynamic height is computed by dividing the NAVD 88
 ET0089.geopotential number by the normal gravity value computed on the
 ET0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0089.degrees latitude (g = 980.6199 gals.).
 ET0089
 ET0089.The modeled gravity was interpolated from observed gravity values.
 ET0089
 ET0089;                    North         East    Units  Estimated Accuracy
 ET0089;SPC AZ C     -   415,120.      195,400.      MT  (+/- 180 meters Scaled)
 ET0089
 ET0089                          SUPERSEDED SURVEY CONTROL
 ET0089
 ET0089  NGVD 29 (??/??/92) 1448.216  (m)         4751.36   (f) ADJ UNCH    1 2
 ET0089
 ET0089.Superseded values are not recommended for survey control.
 ET0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0089.See file dsdata.txt to determine how the superseded data were derived.
 ET0089
 ET0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD981451(NAD 83)
 ET0089_MARKER: DD = SURVEY DISK
 ET0089_SETTING: 80 = SET IN A BOULDER
 ET0089_SP_SET: BOULDER
 ET0089_STAMPING: 4743 PRSCT
 ET0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0089+STABILITY: SURFACE MOTION
 ET0089
 ET0089  HISTORY     - Date     Condition        Report By
 ET0089  HISTORY     - UNK      MONUMENTED       USGS
 ET0089  HISTORY     - 1933     GOOD             NGS
 ET0089
 ET0089                          STATION DESCRIPTION
 ET0089
 ET0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0089'IN JEROME.
 ET0089'SOUTH END OF GULCH ROAD, 100 FEET NORTH OF WALNUT GULCH, 20 FEET WEST
 ET0089'OF ROAD CENTER-LINE, NORTHWEST CORNER OF INTERSECTION, ON TOP OF LARGE
 ET0089'BOULDER, 3 FEET ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0082 ***********************************************************************
 FR0082  DESIGNATION -  4752
 FR0082  PID         -  FR0082
 FR0082  STATE/COUNTY-  AZ/YAVAPAI
 FR0082  USGS QUAD   -  MEATH SPRING (1979)
 FR0082
 FR0082                         *CURRENT SURVEY CONTROL
 FR0082  ___________________________________________________________________
 FR0082* NAD 83(1986)-  35 00 38.     (N)    112 23 27.     (W)     SCALED    
 FR0082* NAVD 88     -      1449.08   (+/-2cm)    4754.2    (feet)  VERTCON   
 FR0082  ___________________________________________________________________
 FR0082  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 FR0082  VERT ORDER  -  ? (See Below)
 FR0082
 FR0082.The horizontal coordinates were scaled from a topographic map and have
 FR0082.an estimated accuracy of +/- 6 seconds.
 FR0082
 FR0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0082.The vertical order pertains to the NGVD 29 superseded value.
 FR0082
 FR0082.The geoid height was determined by GEOID03.
 FR0082
 FR0082;                    North         East    Units  Estimated Accuracy
 FR0082;SPC AZ C     -   444,850.      170,080.      MT  (+/- 180 meters Scaled)
 FR0082
 FR0082                          SUPERSEDED SURVEY CONTROL
 FR0082
 FR0082  NGVD 29 (??/??/92) 1448.252  (m)         4751.47   (f) ADJ UNCH    ?  
 FR0082
 FR0082.Superseded values are not recommended for survey control.
 FR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0082.See file dsdata.txt to determine how the superseded data were derived.
 FR0082
 FR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD730750(NAD 83)
 FR0082_MARKER: P = PIPE CAP
 FR0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0082
 FR0082  HISTORY     - Date     Condition        Report By
 FR0082  HISTORY     - UNK      MONUMENTED       USGS
 FR0082  HISTORY     - 1932     GOOD             NGS
 FR0082
 FR0082                          STATION DESCRIPTION
 FR0082
 FR0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0082'IN ROCKE BUTTE.
 FR0082'10 FEET SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0082'MILEPOST 19, YAVAPAI COUNTY, 40 FEET WEST OF THE TRACK AND 20 FEET
 FR0082'WEST OF A ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 FR0082'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0289 ***********************************************************************
 ES0289  DESIGNATION -  4755
 ES0289  PID         -  ES0289
 ES0289  STATE/COUNTY-  AZ/GILA
 ES0289  USGS QUAD   -  PAYSON NORTH (1973)
 ES0289
 ES0289                         *CURRENT SURVEY CONTROL
 ES0289  ___________________________________________________________________
 ES0289* NAD 83(1986)-  34 17 33.     (N)    111 20 54.     (W)     SCALED    
 ES0289* NAVD 88     -       442.63   (+/-2cm)    1452.2    (feet)  VERTCON   
 ES0289  ___________________________________________________________________
 ES0289  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 ES0289  VERT ORDER  -  THIRD (See Below)
 ES0289
 ES0289.The horizontal coordinates were scaled from a topographic map and have
 ES0289.an estimated accuracy of +/- 6 seconds.
 ES0289
 ES0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0289.The vertical order pertains to the NGVD 29 superseded value.
 ES0289
 ES0289.The geoid height was determined by GEOID03.
 ES0289
 ES0289;                    North         East    Units  Estimated Accuracy
 ES0289;SPC AZ E     -   365,730.      104,580.      MT  (+/- 180 meters Scaled)
 ES0289
 ES0289                          SUPERSEDED SURVEY CONTROL
 ES0289
 ES0289  NGVD 29 (??/??/??)  441.89   (m)         1449.8    (f) RESET       3  
 ES0289
 ES0289.Superseded values are not recommended for survey control.
 ES0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0289.See file dsdata.txt to determine how the superseded data were derived.
 ES0289
 ES0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC679946(NAD 83)
 ES0289_MARKER: O = CHISELED CIRCLE
 ES0289_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0289_SP_SET: UNSPEC. ROCK
 ES0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0289
 ES0289  HISTORY     - Date     Condition        Report By
 ES0289  HISTORY     - UNK      MONUMENTED       USGS
 ES0289  HISTORY     - 1933     GOOD             NGS
 ES0289  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0289
 ES0289                          STATION DESCRIPTION
 ES0289
 ES0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0289'5.5 MI NW FROM PAYSON.
 ES0289'AT SIDE OF HIGHWAY, 0.15 MILES SOUTHEAST OF Y-JUNCTION OF SIDE ROAD TO
 ES0289'GRAND PRIZE MINE, 12 FEET SOUTHWEST OF HIGHWAY CENTER-LINE, ON TOP OF
 ES0289'ROCK.
 ES0289
 ES0289                          STATION RECOVERY (2008)
 ES0289
 ES0289'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0289'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0289'MARK. THERE IS NO SOLID, STABLE ROCK WITHIN 20 FEET OF THE HIGHWAY
 ES0289'CENTERLINE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0264 ***********************************************************************
 GP0264  DESIGNATION -  4767.17
 GP0264  PID         -  GP0264
 GP0264  STATE/COUNTY-  AZ/COCONINO
 GP0264  USGS QUAD   -  EMMETT WASH (1985)
 GP0264
 GP0264                         *CURRENT SURVEY CONTROL
 GP0264  ___________________________________________________________________
 GP0264* NAD 83(1986)-  36 41 08.     (N)    111 50 13.     (W)     SCALED    
 GP0264* NAVD 88     -      1450.449  (meters)    4758.68   (feet)  POSTED    
 GP0264  ___________________________________________________________________
 GP0264  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 GP0264  DYNAMIC HT  -        1448.740 (meters)    4753.07  (feet)  COMP
 GP0264  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 GP0264
 GP0264  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0264
 GP0264.The horizontal coordinates were scaled from a topographic map and have
 GP0264.an estimated accuracy of +/- 6 seconds.
 GP0264
 GP0264.The orthometric height was determined by differential leveling
 GP0264.and adjusted by the  in 1992.
 GP0264.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0264.rate of 0.0 thru 1.0 mm/km.
 GP0264
 GP0264.The geoid height was determined by GEOID03.
 GP0264
 GP0264.The dynamic height is computed by dividing the NAVD 88
 GP0264.geopotential number by the normal gravity value computed on the
 GP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0264.degrees latitude (g = 980.6199 gals.).
 GP0264
 GP0264.The modeled gravity was interpolated from observed gravity values.
 GP0264
 GP0264;                    North         East    Units  Estimated Accuracy
 GP0264;SPC AZ C     -   630,580.      220,490.      MT  (+/- 180 meters Scaled)
 GP0264
 GP0264                          SUPERSEDED SURVEY CONTROL
 GP0264
 GP0264  NGVD 29 (??/??/92) 1449.508  (m)         4755.59   (f) ADJ UNCH    1 2
 GP0264
 GP0264.Superseded values are not recommended for survey control.
 GP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0264.See file dsdata.txt to determine how the superseded data were derived.
 GP0264
 GP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF252603(NAD 83)
 GP0264_MARKER: DD = SURVEY DISK
 GP0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0264_SP_SET: CULVERT
 GP0264_STAMPING: 4767.17 821+19.0 1934
 GP0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0264
 GP0264  HISTORY     - Date     Condition        Report By
 GP0264  HISTORY     - 1934     MONUMENTED       AZHD
 GP0264  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0264
 GP0264                          STATION DESCRIPTION
 GP0264
 GP0264'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0264'15.2 MI SW FROM MARBLE CANYON.
 GP0264'15.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0264'MARBLE CANYON, COCONINO COUNTY, AT A 36-INCH CORRUGATED-IRON PIPE
 GP0264'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.
 GP0264'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4767.17
 GP0264'821+19.0 1934.
 GP0264
 GP0264                          STATION RECOVERY (1978)
 GP0264
 GP0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0324 ***********************************************************************
 CG0324  DESIGNATION -  4777
 CG0324  PID         -  CG0324
 CG0324  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0324  USGS QUAD   -  ELGIN (1978)
 CG0324
 CG0324                         *CURRENT SURVEY CONTROL
 CG0324  ___________________________________________________________________
 CG0324* NAD 83(1986)-  31 40 43.     (N)    110 37 31.     (W)     SCALED    
 CG0324* NAVD 88     -      1460.62   (+/-2cm)    4792.1    (feet)  VERTCON   
 CG0324  ___________________________________________________________________
 CG0324  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CG0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0324
 CG0324.The horizontal coordinates were scaled from a topographic map and have
 CG0324.an estimated accuracy of +/- 6 seconds.
 CG0324
 CG0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0324.The vertical order pertains to the NGVD 29 superseded value.
 CG0324
 CG0324.The geoid height was determined by GEOID03.
 CG0324
 CG0324;                    North         East    Units  Estimated Accuracy
 CG0324;SPC AZ C     -    75,960.      335,800.      MT  (+/- 180 meters Scaled)
 CG0324
 CG0324                          SUPERSEDED SURVEY CONTROL
 CG0324
 CG0324  NGVD 29 (??/??/92) 1459.714  (m)         4789.08   (f) ADJ UNCH    2 0
 CG0324
 CG0324.Superseded values are not recommended for survey control.
 CG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0324.See file dsdata.txt to determine how the superseded data were derived.
 CG0324
 CG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA355048(NAD 83)
 CG0324_MARKER: P = PIPE CAP
 CG0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0324_STAMPING: 4777 NOGLS
 CG0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0324
 CG0324  HISTORY     - Date     Condition        Report By
 CG0324  HISTORY     - UNK      MONUMENTED       USGS
 CG0324  HISTORY     - 1947     GOOD             NGS
 CG0324  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0324
 CG0324                          STATION DESCRIPTION
 CG0324
 CG0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CG0324'1.8 MI E FROM SONOITA.
 CG0324'1.8 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM SONOITA,
 CG0324'SANTA CRUZ COUNTY, ABOUT 100 YARDS NORTHWEST OF A WINDMILL, 115 FEET
 CG0324'SOUTHEAST OF CULVERT 1030 B, 225 FEET SOUTH OF A RANCH HOUSE AND
 CG0324'BARNS, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH
 CG0324'OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CG0324'4777 NOGLS, AND RIVETED ON THE TOP OF A 3 1/2-INCH REINFORCED IRON
 CG0324'PIPE.  NOTE-- IT WAS REPORTED IN JANUARY 1947 THAT THE PIPE IS NOW
 CG0324'ENCASED IN AN 8- BY 8-INCH CONCRETE POST.
 CG0324
 CG0324                          STATION RECOVERY (1998)
 CG0324
 CG0324'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0324 ***********************************************************************
 DU0324  DESIGNATION -  478+89.99
 DU0324  PID         -  DU0324
 DU0324  STATE/COUNTY-  AZ/GILA
 DU0324  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0324
 DU0324                         *CURRENT SURVEY CONTROL
 DU0324  ___________________________________________________________________
 DU0324* NAD 83(1986)-  33 47 20.     (N)    110 29 40.     (W)     SCALED    
 DU0324* NAVD 88     -      1264.347  (meters)    4148.11   (feet)  ADJUSTED  
 DU0324  ___________________________________________________________________
 DU0324  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU0324  DYNAMIC HT  -        1262.624 (meters)    4142.46  (feet)  COMP
 DU0324  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 DU0324
 DU0324  VERT ORDER  -  FIRST     CLASS II
 DU0324
 DU0324.The horizontal coordinates were scaled from a topographic map and have
 DU0324.an estimated accuracy of +/- 6 seconds.
 DU0324
 DU0324.The orthometric height was determined by differential leveling
 DU0324.and adjusted in June 1991.
 DU0324
 DU0324.The geoid height was determined by GEOID03.
 DU0324
 DU0324.The dynamic height is computed by dividing the NAVD 88
 DU0324.geopotential number by the normal gravity value computed on the
 DU0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0324.degrees latitude (g = 980.6199 gals.).
 DU0324
 DU0324.The modeled gravity was interpolated from observed gravity values.
 DU0324
 DU0324;                    North         East    Units  Estimated Accuracy
 DU0324;SPC AZ E     -   309,290.      183,010.      MT  (+/- 180 meters Scaled)
 DU0324
 DU0324                          SUPERSEDED SURVEY CONTROL
 DU0324
 DU0324  NGVD 29 (??/??/92) 1263.704  (m)         4146.00   (f) ADJ UNCH    1 2
 DU0324
 DU0324.Superseded values are not recommended for survey control.
 DU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0324.See file dsdata.txt to determine how the superseded data were derived.
 DU0324
 DU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC468388(NAD 83)
 DU0324_MARKER: DD = SURVEY DISK
 DU0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0324_SP_SET: RETAINING WALL
 DU0324_STAMPING: 478+89.99 3757.28 60
 DU0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0324
 DU0324  HISTORY     - Date     Condition        Report By
 DU0324  HISTORY     - UNK      MONUMENTED       AZHD
 DU0324  HISTORY     - 1960     GOOD             NGS
 DU0324  HISTORY     - 1979     GOOD             NGS
 DU0324
 DU0324                          STATION DESCRIPTION
 DU0324
 DU0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0324'3.55 MI N FROM SENECA.
 DU0324'ABOUT 3.55 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0324'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0324'0.1 MILE NORTH OF A SHARP SWITCHBACK IN THE HIGHWAY, IN THE TOP OF THE
 DU0324'SOUTH END OF THE MOST SOUTHERLY OF 4 CONCRETE RETAINING WALLS ON THE
 DU0324'SOUTH SIDE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF THE
 DU0324'HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0324
 DU0324                          STATION RECOVERY (1979)
 DU0324
 DU0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0324'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0324'IN SALT RIVER CANYON, 0.4 MILE SOUTHWEST OF MILE POST 291.  SET IN
 DU0324'THE TOP OF THE SOUTH END OF THE SOUTH ONE OF FOUR CONCRETE RETAINING
 DU0324'WALLS, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE
 DU0324'SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0324'COURTHOUSE IN GLOBE.
 DU0324'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0341 ***********************************************************************
 DU0341  DESIGNATION -  4786.08
 DU0341  PID         -  DU0341
 DU0341  STATE/COUNTY-  AZ/GILA
 DU0341  USGS QUAD   -  SEVENMILE MTS (1966)
 DU0341
 DU0341                         *CURRENT SURVEY CONTROL
 DU0341  ___________________________________________________________________
 DU0341* NAD 83(1986)-  33 36 52.     (N)    110 36 23.     (W)     SCALED    
 DU0341* NAVD 88     -      1458.917  (meters)    4786.46   (feet)  ADJUSTED  
 DU0341  ___________________________________________________________________
 DU0341  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DU0341  DYNAMIC HT  -        1456.865 (meters)    4779.73  (feet)  COMP
 DU0341  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 DU0341
 DU0341  VERT ORDER  -  SECOND    CLASS 0
 DU0341
 DU0341.The horizontal coordinates were scaled from a topographic map and have
 DU0341.an estimated accuracy of +/- 6 seconds.
 DU0341
 DU0341.The orthometric height was determined by differential leveling
 DU0341.and adjusted in June 1991.
 DU0341
 DU0341.The geoid height was determined by GEOID03.
 DU0341
 DU0341.The dynamic height is computed by dividing the NAVD 88
 DU0341.geopotential number by the normal gravity value computed on the
 DU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0341.degrees latitude (g = 980.6199 gals.).
 DU0341
 DU0341.The modeled gravity was interpolated from observed gravity values.
 DU0341
 DU0341;                    North         East    Units  Estimated Accuracy
 DU0341;SPC AZ E     -   289,980.      172,560.      MT  (+/- 180 meters Scaled)
 DU0341
 DU0341                          SUPERSEDED SURVEY CONTROL
 DU0341
 DU0341  NGVD 29 (??/??/92) 1458.228  (m)         4784.20   (f) ADJ UNCH    2 0
 DU0341
 DU0341.Superseded values are not recommended for survey control.
 DU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0341.See file dsdata.txt to determine how the superseded data were derived.
 DU0341
 DU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC365194(NAD 83)
 DU0341_MARKER: DD = SURVEY DISK
 DU0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0341_SP_SET: CULVERT
 DU0341_STAMPING: STA 1178+65 EL 4786.08
 DU0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0341
 DU0341  HISTORY     - Date     Condition        Report By
 DU0341  HISTORY     - UNK      MONUMENTED       AZHD
 DU0341  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0341
 DU0341                          STATION DESCRIPTION
 DU0341
 DU0341'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0341'23.3 MI NE FROM GLOBE.
 DU0341'23.3 MILES  NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0341'AT A CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL, 20
 DU0341'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER
 DU0341'THAN THE ROADWAY.  NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW
 DU0341'CONCRETE CULVERTS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0793 ***********************************************************************
 CG0793  DESIGNATION -  4788.9
 CG0793  PID         -  CG0793
 CG0793  STATE/COUNTY-  AZ/PIMA
 CG0793  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0793
 CG0793                         *CURRENT SURVEY CONTROL
 CG0793  ___________________________________________________________________
 CG0793* NAD 83(1986)-  31 48 51.     (N)    111 34 52.     (W)     SCALED    
 CG0793* NAVD 88     -      1460.31   (+/-2cm)    4791.0    (feet)  VERTCON   
 CG0793  ___________________________________________________________________
 CG0793  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0793
 CG0793.The horizontal coordinates were scaled from a topographic map and have
 CG0793.an estimated accuracy of +/- 6 seconds.
 CG0793
 CG0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0793.The vertical order pertains to the NGVD 29 superseded value.
 CG0793
 CG0793.The geoid height was determined by GEOID03.
 CG0793
 CG0793;                    North         East    Units  Estimated Accuracy
 CG0793;SPC AZ C     -    90,310.      245,130.      MT  (+/- 180 meters Scaled)
 CG0793
 CG0793                          SUPERSEDED SURVEY CONTROL
 CG0793
 CG0793  NGVD 29 (??/??/92) 1459.466  (m)         4788.26   (f) ADJ UNCH    2 0
 CG0793
 CG0793.Superseded values are not recommended for survey control.
 CG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0793.See file dsdata.txt to determine how the superseded data were derived.
 CG0793
 CG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA450199(NAD 83)
 CG0793_MARKER: N = NAIL
 CG0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0793_SP_SET: TREE
 CG0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0793
 CG0793  HISTORY     - Date     Condition        Report By
 CG0793  HISTORY     - UNK      MONUMENTED       USGS
 CG0793  HISTORY     - 1952     GOOD             NGS
 CG0793
 CG0793                          STATION DESCRIPTION
 CG0793
 CG0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0793'18.1 MI E FROM TOPAWA.
 CG0793'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0793'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0793'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, THENCE 3.6
 CG0793'MILES EAST ALONG THE FRESNAL CANYON TRAIL, SET IN THE TOP OF THE NORTH
 CG0793'ROOT OF THE WEST ONE OF TWO 30 INCH MESQUITE TREES USED FOR THE GATE
 CG0793'POSTS OF A NORTH-SOUTH FENCE, 56.7 FEET WEST OF B.M.C 307.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0033 ***********************************************************************
 ET0033  DESIGNATION -  4794
 ET0033  PID         -  ET0033
 ET0033  STATE/COUNTY-  AZ/YAVAPAI
 ET0033  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0033
 ET0033                         *CURRENT SURVEY CONTROL
 ET0033  ___________________________________________________________________
 ET0033* NAD 83(1986)-  34 44 06.     (N)    112 25 11.     (W)     SCALED    
 ET0033* NAVD 88     -      1464.327  (meters)    4804.21   (feet)  POSTED    
 ET0033  ___________________________________________________________________
 ET0033  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0033  DYNAMIC HT  -        1462.390 (meters)    4797.86  (feet)  COMP
 ET0033  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 ET0033
 ET0033  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0033
 ET0033.The horizontal coordinates were scaled from a topographic map and have
 ET0033.an estimated accuracy of +/- 6 seconds.
 ET0033
 ET0033.The orthometric height was determined by differential leveling
 ET0033.and adjusted in November 2005.
 ET0033.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0033.rate of 2.1 thru 3.0 mm/km.
 ET0033
 ET0033.The geoid height was determined by GEOID03.
 ET0033
 ET0033.The dynamic height is computed by dividing the NAVD 88
 ET0033.geopotential number by the normal gravity value computed on the
 ET0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0033.degrees latitude (g = 980.6199 gals.).
 ET0033
 ET0033.The modeled gravity was interpolated from observed gravity values.
 ET0033
 ET0033;                    North         East    Units  Estimated Accuracy
 ET0033;SPC AZ C     -   414,290.      167,290.      MT  (+/- 180 meters Scaled)
 ET0033
 ET0033                          SUPERSEDED SURVEY CONTROL
 ET0033
 ET0033  NGVD 29 (??/??/92) 1463.544  (m)         4801.64   (f) ADJ UNCH    1 2
 ET0033
 ET0033.Superseded values are not recommended for survey control.
 ET0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0033.See file dsdata.txt to determine how the superseded data were derived.
 ET0033
 ET0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD700445(NAD 83)
 ET0033_MARKER: P = PIPE CAP
 ET0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0033
 ET0033  HISTORY     - Date     Condition        Report By
 ET0033  HISTORY     - UNK      MONUMENTED       USGS
 ET0033  HISTORY     - 1933     GOOD             NGS
 ET0033
 ET0033                          STATION DESCRIPTION
 ET0033
 ET0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0033'15.3 MI N FROM PRESCOTT.
 ET0033'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, 2.9 MILES SOUTH OF COPPER
 ET0033'SIDING, 850 FEET NORTH OF MILEPOST 42, ON RIDGE, 50 FEET WEST OF
 ET0033'RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0387 ***********************************************************************
 GP0387  DESIGNATION -  4798.38
 GP0387  PID         -  GP0387
 GP0387  STATE/COUNTY-  AZ/COCONINO
 GP0387  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0387
 GP0387                         *CURRENT SURVEY CONTROL
 GP0387  ___________________________________________________________________
 GP0387* NAD 83(1986)-  36 11 05.     (N)    111 23 43.     (W)     SCALED    
 GP0387* NAVD 88     -      1463.371  (meters)    4801.08   (feet)  ADJUSTED  
 GP0387  ___________________________________________________________________
 GP0387  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0387  DYNAMIC HT  -        1461.572 (meters)    4795.17  (feet)  COMP
 GP0387  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 GP0387
 GP0387  VERT ORDER  -  FIRST     CLASS II
 GP0387
 GP0387.The horizontal coordinates were scaled from a topographic map and have
 GP0387.an estimated accuracy of +/- 6 seconds.
 GP0387
 GP0387.The orthometric height was determined by differential leveling
 GP0387.and adjusted in June 1991.
 GP0387
 GP0387.The geoid height was determined by GEOID03.
 GP0387
 GP0387.The dynamic height is computed by dividing the NAVD 88
 GP0387.geopotential number by the normal gravity value computed on the
 GP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0387.degrees latitude (g = 980.6199 gals.).
 GP0387
 GP0387.The modeled gravity was interpolated from observed gravity values.
 GP0387
 GP0387;                    North         East    Units  Estimated Accuracy
 GP0387;SPC AZ C     -   575,130.      260,260.      MT  (+/- 180 meters Scaled)
 GP0387
 GP0387                          SUPERSEDED SURVEY CONTROL
 GP0387
 GP0387.No superseded survey control is available for this station.
 GP0387
 GP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF644045(NAD 83)
 GP0387_MARKER: DB = BENCH MARK DISK
 GP0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0387_SP_SET: HEADWALL
 GP0387_STAMPING: 4798.38 1134+10 61
 GP0387_MARK LOGO: AZHD  
 GP0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0387+STABILITY: POSITION/ELEVATION WELL
 GP0387
 GP0387  HISTORY     - Date     Condition        Report By
 GP0387  HISTORY     - 1961     MONUMENTED       AZHD
 GP0387  HISTORY     - 1983     GOOD             NGS
 GP0387
 GP0387                          STATION DESCRIPTION
 GP0387
 GP0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0387'14.7 KM (9.2 MI) SOUTH FROM THE GAP.
 GP0387'14.7 KM (9.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0387'THE GAP, IN TOP OF THE CENTER OF THE WEST HEADWALL FOR A 10- BY
 GP0387'10-FOOT BOX CULVERT SITTING ON BEDROCK, 0.08 KM (0.05 MI) NORTH OF
 GP0387'MILEPOST 488, 0.32 KM (0.2 MI) NORTH OF A TELEPHONE LINE CROSSING THE
 GP0387'HIGHWAY, 12.2 METERS (40 FT) WEST OF THE HIGHWAY CENTERLINE.
 GP0387'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1539 ***********************************************************************
 DV1539  DESIGNATION -  48 A
 DV1539  PID         -  DV1539
 DV1539  STATE/COUNTY-  AZ/MARICOPA
 DV1539  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1539
 DV1539                         *CURRENT SURVEY CONTROL
 DV1539  ___________________________________________________________________
 DV1539* NAD 83(1986)-  33 32 38.     (N)    113 11 12.     (W)     SCALED    
 DV1539* NAVD 88     -       381.37   (+/-2cm)    1251.2    (feet)  VERTCON   
 DV1539  ___________________________________________________________________
 DV1539  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1539
 DV1539.The horizontal coordinates were scaled from a topographic map and have
 DV1539.an estimated accuracy of +/- 6 seconds.
 DV1539
 DV1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1539.The vertical order pertains to the NGVD 29 superseded value.
 DV1539
 DV1539.The geoid height was determined by GEOID03.
 DV1539
 DV1539;                    North         East    Units  Estimated Accuracy
 DV1539;SPC AZ C     -   282,790.       95,420.      MT  (+/- 180 meters Scaled)
 DV1539
 DV1539                          SUPERSEDED SURVEY CONTROL
 DV1539
 DV1539  NGVD 29 (??/??/92)  380.823  (m)         1249.42   (f) ADJ UNCH    2 0
 DV1539
 DV1539.Superseded values are not recommended for survey control.
 DV1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1539.See file dsdata.txt to determine how the superseded data were derived.
 DV1539
 DV1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC969137(NAD 83)
 DV1539_MARKER: DD = SURVEY DISK
 DV1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1539_STAMPING: 48 A 1962
 DV1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1539+STABILITY: SURFACE MOTION
 DV1539
 DV1539  HISTORY     - Date     Condition        Report By
 DV1539  HISTORY     - 1962     MONUMENTED       AZHD
 DV1539
 DV1539                          STATION DESCRIPTION
 DV1539
 DV1539'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1539'32.8 MI SE FROM SALOME.
 DV1539'0.4 MILE EAST-SOUTHEAST OF W 413 48 AN ARIZONA HIGHWAY DEPARTMENT
 DV1539'DISK STAMPED 48 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1539'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1539'HIGHWAY !0, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0839 ***********************************************************************
 FQ0839  DESIGNATION -  48 BKC
 FQ0839  PID         -  FQ0839
 FQ0839  STATE/COUNTY-  AZ/COCONINO
 FQ0839  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0839
 FQ0839                         *CURRENT SURVEY CONTROL
 FQ0839  ___________________________________________________________________
 FQ0839* NAD 83(1986)-  35 33 20.     (N)    111 00 52.     (W)     SCALED    
 FQ0839* NAVD 88     -      1459.862  (meters)    4789.56   (feet)  POSTED    
 FQ0839  ___________________________________________________________________
 FQ0839  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0839  DYNAMIC HT  -        1458.000 (meters)    4783.45  (feet)  COMP
 FQ0839  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 FQ0839
 FQ0839  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0839
 FQ0839.The horizontal coordinates were scaled from a topographic map and have
 FQ0839.an estimated accuracy of +/- 6 seconds.
 FQ0839
 FQ0839.The orthometric height was determined by differential leveling
 FQ0839.and adjusted by the  in 1992.
 FQ0839.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0839.rate of 0.0 thru 1.0 mm/km.
 FQ0839
 FQ0839.The geoid height was determined by GEOID03.
 FQ0839
 FQ0839.The dynamic height is computed by dividing the NAVD 88
 FQ0839.geopotential number by the normal gravity value computed on the
 FQ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0839.degrees latitude (g = 980.6199 gals.).
 FQ0839
 FQ0839.The modeled gravity was interpolated from observed gravity values.
 FQ0839
 FQ0839;                    North         East    Units  Estimated Accuracy
 FQ0839;SPC AZ C     -   505,580.      295,160.      MT  (+/- 180 meters Scaled)
 FQ0839
 FQ0839                          SUPERSEDED SURVEY CONTROL
 FQ0839
 FQ0839  NGVD 29 (??/??/92) 1459.12   (m)         4787.1    (f) COMPUTED    2 2
 FQ0839
 FQ0839.Superseded values are not recommended for survey control.
 FQ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0839.See file dsdata.txt to determine how the superseded data were derived.
 FQ0839
 FQ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE986346(NAD 83)
 FQ0839_MARKER: DB = BENCH MARK DISK
 FQ0839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0839_SP_SET: COPPER-CLAD STEEL ROD
 FQ0839_STAMPING: 48 BKC 1968
 FQ0839_MARK LOGO: USGS  
 FQ0839_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0839+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0839
 FQ0839  HISTORY     - Date     Condition        Report By
 FQ0839  HISTORY     - 1968     MONUMENTED       USGS
 FQ0839
 FQ0839                          STATION DESCRIPTION
 FQ0839
 FQ0839'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0839'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0839'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0839'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0839'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0839'THENCE 2.8 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A ROAD
 FQ0839'FORK, 41 FEET SOUTH OF THE INTERSECTION.  A COPPER-CLAD STEEL ROD
 FQ0839'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0998 ***********************************************************************
 FR0998  DESIGNATION -  48 EMH
 FR0998  PID         -  FR0998
 FR0998  STATE/COUNTY-  AZ/YAVAPAI
 FR0998  USGS QUAD   -  CROOKTON (1973)
 FR0998
 FR0998                         *CURRENT SURVEY CONTROL
 FR0998  ___________________________________________________________________
 FR0998* NAD 83(1986)-  35 17 22.     (N)    112 42 24.     (W)     SCALED    
 FR0998* NAVD 88     -      1754.831  (meters)    5757.31   (feet)  POSTED    
 FR0998  ___________________________________________________________________
 FR0998  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 FR0998  DYNAMIC HT  -        1752.470 (meters)    5749.56  (feet)  COMP
 FR0998  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 FR0998
 FR0998  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0998
 FR0998.The horizontal coordinates were scaled from a topographic map and have
 FR0998.an estimated accuracy of +/- 6 seconds.
 FR0998
 FR0998.The orthometric height was determined by differential leveling
 FR0998.and adjusted by the  in 1992.
 FR0998.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0998.rate of 0.0 thru 1.0 mm/km.
 FR0998
 FR0998.The geoid height was determined by GEOID03.
 FR0998
 FR0998.The dynamic height is computed by dividing the NAVD 88
 FR0998.geopotential number by the normal gravity value computed on the
 FR0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0998.degrees latitude (g = 980.6199 gals.).
 FR0998
 FR0998.The modeled gravity was interpolated from observed gravity values.
 FR0998
 FR0998;                    North         East    Units  Estimated Accuracy
 FR0998;SPC AZ C     -   475,970.      141,500.      MT  (+/- 180 meters Scaled)
 FR0998
 FR0998                          SUPERSEDED SURVEY CONTROL
 FR0998
 FR0998  NGVD 29 (??/??/92) 1753.89   (m)         5754.2    (f) COMPUTED    2 2
 FR0998
 FR0998.Superseded values are not recommended for survey control.
 FR0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0998.See file dsdata.txt to determine how the superseded data were derived.
 FR0998
 FR0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE448064(NAD 83)
 FR0998_MARKER: DB = BENCH MARK DISK
 FR0998_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0998_SP_SET: COPPER-CLAD STEEL ROD
 FR0998_STAMPING: 48 EMH 1973 5754
 FR0998_MARK LOGO: USGS  
 FR0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0998
 FR0998  HISTORY     - Date     Condition        Report By
 FR0998  HISTORY     - 1973     MONUMENTED       USGS
 FR0998
 FR0998                          STATION DESCRIPTION
 FR0998
 FR0998'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0998'18.3 KM (11.40 MI) EAST FROM SELIGMAN.
 FR0998'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR0998'OLD U.S. HIGHWAY 66, THENCE 0.75 MILES NORTH ALONG A DIRT ROAD, 0.4
 FR0998'MILES SOUTH OF THE AT+SF RAILROAD, ABOUT 100 FEET NORTH OF THE NORTH
 FR0998'END OF A CURVE RIGHT, 39 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FR0998'ROD DEPTH UNKNOWN.
 FR0998'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0640 ***********************************************************************
 FP0640  DESIGNATION -  48 HLS
 FP0640  PID         -  FP0640
 FP0640  STATE/COUNTY-  AZ/APACHE
 FP0640  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0640
 FP0640                         *CURRENT SURVEY CONTROL
 FP0640  ___________________________________________________________________
 FP0640* NAD 83(1986)-  35 32 03.     (N)    109 31 42.     (W)     SCALED    
 FP0640* NAVD 88     -      1992.103  (meters)    6535.76   (feet)  ADJUSTED  
 FP0640  ___________________________________________________________________
 FP0640  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 FP0640  DYNAMIC HT  -        1989.326 (meters)    6526.65  (feet)  COMP
 FP0640  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 FP0640
 FP0640  VERT ORDER  -  SECOND    CLASS II
 FP0640
 FP0640.The horizontal coordinates were scaled from a topographic map and have
 FP0640.an estimated accuracy of +/- 6 seconds.
 FP0640
 FP0640.The orthometric height was determined by differential leveling
 FP0640.and adjusted in June 1991.
 FP0640
 FP0640.The geoid height was determined by GEOID03.
 FP0640
 FP0640.The dynamic height is computed by dividing the NAVD 88
 FP0640.geopotential number by the normal gravity value computed on the
 FP0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0640.degrees latitude (g = 980.6199 gals.).
 FP0640
 FP0640.The modeled gravity was interpolated from observed gravity values.
 FP0640
 FP0640;                    North         East    Units  Estimated Accuracy
 FP0640;SPC AZ E     -   503,020.      271,250.      MT  (+/- 180 meters Scaled)
 FP0640
 FP0640                          SUPERSEDED SURVEY CONTROL
 FP0640
 FP0640.No superseded survey control is available for this station.
 FP0640
 FP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE334332(NAD 83)
 FP0640_MARKER: DB = BENCH MARK DISK
 FP0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0640_SP_SET: COPPER-CLAD STEEL ROD
 FP0640_STAMPING: 48 HLS 1970 6532
 FP0640_MARK LOGO: USGS  
 FP0640_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0640+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0640
 FP0640  HISTORY     - Date     Condition        Report By
 FP0640  HISTORY     - 1970     MONUMENTED       USGS
 FP0640
 FP0640                          STATION DESCRIPTION
 FP0640
 FP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0640'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0640'OFFICE AT GANADO, ARIZONA), PROCEED 2.3 MILES NORTH ALONG STATE
 FP0640'HIGHWAY 63 TO A PAVED ROAD EAST, 133 FEET EAST OF THE HIGHWAY, 71
 FP0640'FEET NORTH OF THE ROAD EAST, 1 FOOT WEST OF A WITNESS POST.  A
 FP0640'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0506 ***********************************************************************
 ES0506  DESIGNATION -  4832.3
 ES0506  PID         -  ES0506
 ES0506  STATE/COUNTY-  AZ/COCONINO
 ES0506  USGS QUAD   -  MUNDS PARK (1974)
 ES0506
 ES0506                         *CURRENT SURVEY CONTROL
 ES0506  ___________________________________________________________________
 ES0506* NAD 83(1986)-  34 56 05.     (N)    111 44 36.     (W)     SCALED    
 ES0506* NAVD 88     -      1474.01   (+/-2cm)    4836.0    (feet)  VERTCON   
 ES0506  ___________________________________________________________________
 ES0506  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0506  VERT ORDER  -  ? (See Below)
 ES0506
 ES0506.The horizontal coordinates were scaled from a topographic map and have
 ES0506.an estimated accuracy of +/- 6 seconds.
 ES0506
 ES0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0506.The vertical order pertains to the NGVD 29 superseded value.
 ES0506
 ES0506.The geoid height was determined by GEOID03.
 ES0506
 ES0506;                    North         East    Units  Estimated Accuracy
 ES0506;SPC AZ C     -   436,350.      229,190.      MT  (+/- 180 meters Scaled)
 ES0506
 ES0506                          SUPERSEDED SURVEY CONTROL
 ES0506
 ES0506  NGVD 29 (??/??/92) 1473.150  (m)         4833.16   (f) ADJ UNCH    ?  
 ES0506
 ES0506.Superseded values are not recommended for survey control.
 ES0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0506.See file dsdata.txt to determine how the superseded data were derived.
 ES0506
 ES0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD321660(NAD 83)
 ES0506_MARKER: Z = SEE DESCRIPTION
 ES0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0506_SP_SET: TREE
 ES0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0506
 ES0506  HISTORY     - Date     Condition        Report By
 ES0506  HISTORY     - UNK      MONUMENTED       USGS
 ES0506  HISTORY     - 1933     GOOD             NGS
 ES0506
 ES0506                          STATION DESCRIPTION
 ES0506
 ES0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0506'6.9 MI N FROM SEDONA.
 ES0506'AT SIDE OF HIGHWAY, NORTH END OF SMALL FLAT, ON POINT OVERLOOKING
 ES0506'CREEK, ON BASE OF PINE TREE PAINTED WHITE U.S.B.M. 4832.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0016 ***********************************************************************
 CZ0016  DESIGNATION -  4839.20
 CZ0016  PID         -  CZ0016
 CZ0016  STATE/COUNTY-  AZ/COCHISE
 CZ0016  USGS QUAD   -  DRAGOON (1995)
 CZ0016
 CZ0016                         *CURRENT SURVEY CONTROL
 CZ0016  ___________________________________________________________________
 CZ0016* NAD 83(1986)-  32 03 07.     (N)    110 05 06.     (W)     SCALED    
 CZ0016* NAVD 88     -      1475.627  (meters)    4841.29   (feet)  ADJUSTED  
 CZ0016  ___________________________________________________________________
 CZ0016  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CZ0016  DYNAMIC HT  -        1473.354 (meters)    4833.83  (feet)  COMP
 CZ0016  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 CZ0016
 CZ0016  VERT ORDER  -  FIRST     CLASS II
 CZ0016
 CZ0016.The horizontal coordinates were scaled from a topographic map and have
 CZ0016.an estimated accuracy of +/- 6 seconds.
 CZ0016
 CZ0016.The orthometric height was determined by differential leveling
 CZ0016.and adjusted in June 1991.
 CZ0016
 CZ0016.The geoid height was determined by GEOID03.
 CZ0016
 CZ0016.The dynamic height is computed by dividing the NAVD 88
 CZ0016.geopotential number by the normal gravity value computed on the
 CZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0016.degrees latitude (g = 980.6199 gals.).
 CZ0016
 CZ0016.The modeled gravity was interpolated from observed gravity values.
 CZ0016
 CZ0016;                    North         East    Units  Estimated Accuracy
 CZ0016;SPC AZ E     -   116,630.      221,070.      MT  (+/- 180 meters Scaled)
 CZ0016
 CZ0016                          SUPERSEDED SURVEY CONTROL
 CZ0016
 CZ0016  NGVD 29 (??/??/92) 1474.741  (m)         4838.38   (f) ADJ UNCH    1 2
 CZ0016
 CZ0016.Superseded values are not recommended for survey control.
 CZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0016.See file dsdata.txt to determine how the superseded data were derived.
 CZ0016
 CZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA863465(NAD 83)
 CZ0016_MARKER: DD = SURVEY DISK
 CZ0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0016_SP_SET: CULVERT
 CZ0016_STAMPING: 4839.20 744+81.50 1957
 CZ0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0016
 CZ0016  HISTORY     - Date     Condition        Report By
 CZ0016  HISTORY     - 1957     MONUMENTED       AZHD
 CZ0016  HISTORY     - 1960     GOOD             NGS
 CZ0016  HISTORY     - 1979     GOOD             NGS
 CZ0016
 CZ0016                          STATION DESCRIPTION
 CZ0016
 CZ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0016'15.15 MI E FROM BENSON.
 CZ0016'15.15 MILES EAST OF THE POST OFFICE AT BENSON, 0.35 MILE WEST OF
 CZ0016'MILEPOST 308, 31 FEET NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CZ0016'TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE NORTHWEST
 CZ0016'HEADWALL OF A CONCRETE CULVERT, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 CZ0016
 CZ0016                          STATION RECOVERY (1979)
 CZ0016
 CZ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0016'24.8 KILOMETERS (15.4 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0016'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN THE TOP CENTER OF
 CZ0016'THE NORTHWEST HEADWALL OF A 2.4- BY 1.8-METER BOX CULVERT, 0.4
 CZ0016'KILOMETER (0.25 MILE) SOUTHWEST OF MILE POST 320 AND 9.2 METERS (30.2
 CZ0016'FEET) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE.
 CZ0016'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0266 ***********************************************************************
 GP0266  DESIGNATION -  4850.71
 GP0266  PID         -  GP0266
 GP0266  STATE/COUNTY-  AZ/COCONINO
 GP0266  USGS QUAD   -  EMMETT WASH (1985)
 GP0266
 GP0266                         *CURRENT SURVEY CONTROL
 GP0266  ___________________________________________________________________
 GP0266* NAD 83(1986)-  36 41 13.     (N)    111 52 01.     (W)     SCALED    
 GP0266* NAVD 88     -      1475.964  (meters)    4842.39   (feet)  POSTED    
 GP0266  ___________________________________________________________________
 GP0266  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 GP0266  DYNAMIC HT  -        1474.220 (meters)    4836.67  (feet)  COMP
 GP0266  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 GP0266
 GP0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0266
 GP0266.The horizontal coordinates were scaled from a topographic map and have
 GP0266.an estimated accuracy of +/- 6 seconds.
 GP0266
 GP0266.The orthometric height was determined by differential leveling
 GP0266.and adjusted by the  in 1992.
 GP0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0266.rate of 0.0 thru 1.0 mm/km.
 GP0266
 GP0266.The geoid height was determined by GEOID03.
 GP0266
 GP0266.The dynamic height is computed by dividing the NAVD 88
 GP0266.geopotential number by the normal gravity value computed on the
 GP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0266.degrees latitude (g = 980.6199 gals.).
 GP0266
 GP0266.The modeled gravity was interpolated from observed gravity values.
 GP0266
 GP0266;                    North         East    Units  Estimated Accuracy
 GP0266;SPC AZ C     -   630,730.      217,800.      MT  (+/- 180 meters Scaled)
 GP0266
 GP0266                          SUPERSEDED SURVEY CONTROL
 GP0266
 GP0266  NGVD 29 (??/??/92) 1475.012  (m)         4839.27   (f) ADJ UNCH    1 2
 GP0266
 GP0266.Superseded values are not recommended for survey control.
 GP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0266.See file dsdata.txt to determine how the superseded data were derived.
 GP0266
 GP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF225604(NAD 83)
 GP0266_MARKER: DD = SURVEY DISK
 GP0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0266_SP_SET: CULVERT
 GP0266_STAMPING: 4850.71 913+28.0 1934
 GP0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0266
 GP0266  HISTORY     - Date     Condition        Report By
 GP0266  HISTORY     - 1934     MONUMENTED       AZHD
 GP0266
 GP0266                          STATION DESCRIPTION
 GP0266
 GP0266'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0266'16.9 MI W FROM MARBLE CANYON.
 GP0266'16.9 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT MARBLE
 GP0266'CANYON, COCONINO COUNTY, AT AN 8- BY 16-FOOT BOX CULVERT, AND IN THE
 GP0266'CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE
 GP0266'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 4850.71 913+28.0 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0593 ***********************************************************************
 DA0593  DESIGNATION -  4856+32.25 1
 DA0593  PID         -  DA0593
 DA0593  STATE/COUNTY-  AZ/MARICOPA
 DA0593  USGS QUAD   -  SMURR (1973)
 DA0593
 DA0593                         *CURRENT SURVEY CONTROL
 DA0593  ___________________________________________________________________
 DA0593* NAD 83(1986)-  32 55 58.     (N)    112 47 38.     (W)     SCALED    
 DA0593* NAVD 88     -       220.955  (meters)     724.92   (feet)  ADJUSTED  
 DA0593  ___________________________________________________________________
 DA0593  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0593  DYNAMIC HT  -         220.698 (meters)     724.07  (feet)  COMP
 DA0593  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 DA0593
 DA0593  VERT ORDER  -  FIRST     CLASS II
 DA0593
 DA0593.The horizontal coordinates were scaled from a topographic map and have
 DA0593.an estimated accuracy of +/- 6 seconds.
 DA0593
 DA0593.The orthometric height was determined by differential leveling
 DA0593.and adjusted in June 1991.
 DA0593
 DA0593.The geoid height was determined by GEOID03.
 DA0593
 DA0593.The dynamic height is computed by dividing the NAVD 88
 DA0593.geopotential number by the normal gravity value computed on the
 DA0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0593.degrees latitude (g = 980.6199 gals.).
 DA0593
 DA0593.The modeled gravity was interpolated from observed gravity values.
 DA0593
 DA0593;                    North         East    Units  Estimated Accuracy
 DA0593;SPC AZ C     -   214,640.      131,330.      MT  (+/- 180 meters Scaled)
 DA0593
 DA0593                          SUPERSEDED SURVEY CONTROL
 DA0593
 DA0593.No superseded survey control is available for this station.
 DA0593
 DA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB322452(NAD 83)
 DA0593_MARKER: DD = SURVEY DISK
 DA0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0593_SP_SET: BRIDGE
 DA0593_STAMPING: 72327 + 4856 X 32.25 1938
 DA0593_MARK LOGO: AZHD  
 DA0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0593+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0593
 DA0593  HISTORY     - Date     Condition        Report By
 DA0593  HISTORY     - 1938     MONUMENTED       AZHD
 DA0593  HISTORY     - 1952     GOOD             NGS
 DA0593  HISTORY     - 1980     GOOD             NGS
 DA0593  HISTORY     - 1980     GOOD             NGS
 DA0593  HISTORY     - 20060128 GOOD             USPSQD
 DA0593  HISTORY     - 20060128 GOOD             USPSQD
 DA0593  HISTORY     - 20070626 GOOD             GEOCAC
 DA0593
 DA0593                          STATION DESCRIPTION
 DA0593
 DA0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0593'4.6 MI W FROM GILA BEND.
 DA0593'4.6 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0593'PACIFIC COMPANY RAILROAD WATER TANK AT GILA BEND, IN TOP OF THE SOUTH
 DA0593'GUARD RAIL OF A BRIDGE, 11.1 FEET WEST OF THE EAST END OF A BRIDGE,
 DA0593'11.3 FEET EAST OF THE WEST END OF A BRIDGE, 18.5 FEET SOUTH OF THE
 DA0593'CENTER LINE OF THE HIGHWAY, AND 0.9 FOOT HIGHER THAN THE ROAD.
 DA0593
 DA0593                          STATION RECOVERY (1980)
 DA0593
 DA0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0593'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0593'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0593'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE SOUTHWEST
 DA0593'CONCRETE HEADWALL OF A BRIDGE ON THE FRONTAGE ROAD (0LD U.S. HIGHWAY
 DA0593'80), 5.6 METERS (18.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 DA0593'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0593
 DA0593                          STATION RECOVERY (1980)
 DA0593
 DA0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0593'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0593'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0593'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE SOUTHWEST
 DA0593'CONCRETE HEADWALL OF A BRIDGE ON THE FRONTAGE ROAD (0LD U.S. HIGHWAY
 DA0593'80), 5.6 METERS (18.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 DA0593'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0593
 DA0593                          STATION RECOVERY (2006)
 DA0593
 DA0593'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0593'RECOVERED AS DESCRIBED.
 DA0593
 DA0593                          STATION RECOVERY (2006)
 DA0593
 DA0593'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0593'RECOVERED AS DESCRIBED.
 DA0593
 DA0593                          STATION RECOVERY (2007)
 DA0593
 DA0593'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0592 ***********************************************************************
 DA0592  DESIGNATION -  4856+32.25 2
 DA0592  PID         -  DA0592
 DA0592  STATE/COUNTY-  AZ/MARICOPA
 DA0592  USGS QUAD   -  SMURR (1973)
 DA0592
 DA0592                         *CURRENT SURVEY CONTROL
 DA0592  ___________________________________________________________________
 DA0592* NAD 83(1986)-  32 55 58.     (N)    112 47 39.     (W)     SCALED    
 DA0592* NAVD 88     -       220.965  (meters)     724.95   (feet)  ADJUSTED  
 DA0592  ___________________________________________________________________
 DA0592  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0592  DYNAMIC HT  -         220.707 (meters)     724.10  (feet)  COMP
 DA0592  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DA0592
 DA0592  VERT ORDER  -  FIRST     CLASS II
 DA0592
 DA0592.The horizontal coordinates were scaled from a topographic map and have
 DA0592.an estimated accuracy of +/- 6 seconds.
 DA0592
 DA0592.The orthometric height was determined by differential leveling
 DA0592.and adjusted in June 1991.
 DA0592
 DA0592.The geoid height was determined by GEOID03.
 DA0592
 DA0592.The dynamic height is computed by dividing the NAVD 88
 DA0592.geopotential number by the normal gravity value computed on the
 DA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0592.degrees latitude (g = 980.6199 gals.).
 DA0592
 DA0592.The modeled gravity was interpolated from observed gravity values.
 DA0592
 DA0592;                    North         East    Units  Estimated Accuracy
 DA0592;SPC AZ C     -   214,640.      131,300.      MT  (+/- 180 meters Scaled)
 DA0592
 DA0592                          SUPERSEDED SURVEY CONTROL
 DA0592
 DA0592.No superseded survey control is available for this station.
 DA0592
 DA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB322452(NAD 83)
 DA0592_MARKER: DD = SURVEY DISK
 DA0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0592_SP_SET: BRIDGE
 DA0592_STAMPING: 72327 4856 X 32.25 1938
 DA0592_MARK LOGO: AZHD  
 DA0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0592
 DA0592  HISTORY     - Date     Condition        Report By
 DA0592  HISTORY     - 1938     MONUMENTED       AZHD
 DA0592  HISTORY     - 1952     GOOD             NGS
 DA0592  HISTORY     - 1960     GOOD             NGS
 DA0592  HISTORY     - 1980     GOOD             NGS
 DA0592  HISTORY     - 1980     GOOD             NGS
 DA0592  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0592  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0592  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DA0592
 DA0592                          STATION DESCRIPTION
 DA0592
 DA0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0592'4.6 MILES W FROM GILA BEND.
 DA0592'4.6 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA0592'PACIFIC COMPANY RAILROAD WATER TANK AT GILA BEND, IN A BRIDGE OVER A
 DA0592'LARGE WASH SET IN THE NORTH RAIL OF A BRIDGE, IN THE TOP OF THE NORTH
 DA0592'GUARD RAIL OF A BRIDGE, 11.2 FEET WEST OF THE EAST END OF A BRIDGE,
 DA0592'11.2 FEET EAST OF THE WEST END OF A BRIDGE, 19.2 FEET NORTH OF THE
 DA0592'CENTER LINE OF THE HIGHWAY, AND 0.9 FOOT HIGHER THAN THE ROAD. NOTE--
 DA0592'THE HIGHWAY MENTIONED IS NOW NOT IN USE.
 DA0592
 DA0592                          STATION RECOVERY (1960)
 DA0592
 DA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0592'RECOVERED IN GOOD CONDITION.
 DA0592
 DA0592                          STATION RECOVERY (1980)
 DA0592
 DA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0592'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0592'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0592'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE NORTHWEST
 DA0592'CONCRETE HEADWALL A SMALL BRIDGE ON THE FRONTAGE ROAD (OLD U.S.
 DA0592'HIGHWAY 80), 5.8 METERS (19.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA0592'ROAD, 3.0 METERS (10.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 DA0592'FENCE FOR INTERSTATE HIGHWAY 8.
 DA0592'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0592
 DA0592                          STATION RECOVERY (1980)
 DA0592
 DA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0592'7.4 KM (4.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0592'MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI) NORTHEAST OF
 DA0592'RAILROAD MILEPOLE 851, SET IN THE TOP CENTER OF THE NORTHWEST
 DA0592'CONCRETE HEADWALL A SMALL BRIDGE ON THE FRONTAGE ROAD (OLD U.S.
 DA0592'HIGHWAY 80), 5.8 METERS (19.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA0592'ROAD, 3.0 METERS (10.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 DA0592'FENCE FOR INTERSTATE HIGHWAY 8.
 DA0592'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 DA0592
 DA0592                          STATION RECOVERY (2006)
 DA0592
 DA0592'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0592'MARK NOT FOUND
 DA0592
 DA0592                          STATION RECOVERY (2006)
 DA0592
 DA0592'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0592'MARK NOT FOUND.
 DA0592
 DA0592                          STATION RECOVERY (2007)
 DA0592
 DA0592'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0592'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DA0592'MARK.
 DA0592'THE NORTH CURB OF THE BRIDGE HAS BEEN REMOVED DOWN TO GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0101 ***********************************************************************
 FQ0101  DESIGNATION -  4865.08
 FQ0101  PID         -  FQ0101
 FQ0101  STATE/COUNTY-  AZ/NAVAJO
 FQ0101  USGS QUAD   -  WINSLOW (1986)
 FQ0101
 FQ0101                         *CURRENT SURVEY CONTROL
 FQ0101  ___________________________________________________________________
 FQ0101* NAD 83(1986)-  35 00 26.     (N)    110 39 12.     (W)     SCALED    
 FQ0101* NAVD 88     -      1483.840  (meters)    4868.23   (feet)  ADJUSTED  
 FQ0101  ___________________________________________________________________
 FQ0101  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0101  DYNAMIC HT  -        1481.875 (meters)    4861.78  (feet)  COMP
 FQ0101  MODELED GRAV-     979,258.9   (mgal)                       NAVD 88
 FQ0101
 FQ0101  VERT ORDER  -  FIRST     CLASS II
 FQ0101
 FQ0101.The horizontal coordinates were scaled from a topographic map and have
 FQ0101.an estimated accuracy of +/- 6 seconds.
 FQ0101
 FQ0101.The orthometric height was determined by differential leveling
 FQ0101.and adjusted in June 1991.
 FQ0101
 FQ0101.The geoid height was determined by GEOID03.
 FQ0101
 FQ0101.The dynamic height is computed by dividing the NAVD 88
 FQ0101.geopotential number by the normal gravity value computed on the
 FQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0101.degrees latitude (g = 980.6199 gals.).
 FQ0101
 FQ0101.The modeled gravity was interpolated from observed gravity values.
 FQ0101
 FQ0101;                    North         East    Units  Estimated Accuracy
 FQ0101;SPC AZ E     -   444,480.      168,940.      MT  (+/- 180 meters Scaled)
 FQ0101
 FQ0101                          SUPERSEDED SURVEY CONTROL
 FQ0101
 FQ0101  NGVD 29 (??/??/92) 1483.091  (m)         4865.77   (f) ADJ UNCH    1 2
 FQ0101
 FQ0101.Superseded values are not recommended for survey control.
 FQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0101.See file dsdata.txt to determine how the superseded data were derived.
 FQ0101
 FQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD316738(NAD 83)
 FQ0101_MARKER: DD = SURVEY DISK
 FQ0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0101_SP_SET: BRIDGE
 FQ0101_STAMPING: 4856.08
 FQ0101_MARK LOGO: AZHD  
 FQ0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0101+STABILITY: POSITION/ELEVATION WELL
 FQ0101
 FQ0101  HISTORY     - Date     Condition        Report By
 FQ0101  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0101  HISTORY     - 1959     GOOD             NGS
 FQ0101  HISTORY     - 1983     GOOD             NGS
 FQ0101  HISTORY     - 20030730 GOOD             USPSQD
 FQ0101
 FQ0101                          STATION DESCRIPTION
 FQ0101
 FQ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0101'2.85 MI E FROM WINSLOW.
 FQ0101'2.85 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0101'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0101'POST OFFICE AT WINSLOW, NAVAJO COUNTY, SET IN A CONCRETE BRIDGE OVER
 FQ0101'THE LITTLE COLORADO RIVER, 18 FEET EAST OF THE WEST END OF THE BRIDGE,
 FQ0101'AND 20 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 66.
 FQ0101
 FQ0101                          STATION RECOVERY (1983)
 FQ0101
 FQ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0101'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 FQ0101'THE EXCEPTION THAT THE HIGHWAY IS NOW STATE HIGHWAY 87.
 FQ0101
 FQ0101                          STATION RECOVERY (2003)
 FQ0101
 FQ0101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0101'DESIGNATION ERROR. 4865.08 STAMPED ON MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0569 ***********************************************************************
 ET0569  DESIGNATION -  4881 PRSCT
 ET0569  PID         -  ET0569
 ET0569  STATE/COUNTY-  AZ/YAVAPAI
 ET0569  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0569
 ET0569                         *CURRENT SURVEY CONTROL
 ET0569  ___________________________________________________________________
 ET0569* NAD 83(1986)-  34 54 55.     (N)    112 44 54.     (W)     SCALED    
 ET0569* NAVD 88     -      1490.81   (+/-2cm)    4891.1    (feet)  VERTCON   
 ET0569  ___________________________________________________________________
 ET0569  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0569
 ET0569.The horizontal coordinates were scaled from a topographic map and have
 ET0569.an estimated accuracy of +/- 6 seconds.
 ET0569
 ET0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0569.The vertical order pertains to the NGVD 29 superseded value.
 ET0569
 ET0569.The geoid height was determined by GEOID03.
 ET0569
 ET0569;                    North         East    Units  Estimated Accuracy
 ET0569;SPC AZ C     -   434,490.      137,370.      MT  (+/- 180 meters Scaled)
 ET0569
 ET0569                          SUPERSEDED SURVEY CONTROL
 ET0569
 ET0569  NGVD 29 (??/??/92) 1489.919  (m)         4888.18   (f) ADJ UNCH    2 0
 ET0569
 ET0569.Superseded values are not recommended for survey control.
 ET0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0569.See file dsdata.txt to determine how the superseded data were derived.
 ET0569
 ET0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD402650(NAD 83)
 ET0569_MARKER: P = PIPE CAP
 ET0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0569_STAMPING: 4881 PRSCT
 ET0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0569+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 ET0569
 ET0569  HISTORY     - Date     Condition        Report By
 ET0569  HISTORY     - UNK      MONUMENTED       USGS
 ET0569  HISTORY     - 1941     GOOD             NGS
 ET0569  HISTORY     - 20080531 GOOD             GEOCAC
 ET0569
 ET0569                          STATION DESCRIPTION
 ET0569
 ET0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ET0569'7.3 MI SE FROM WALNUT CREEK RANGER STA.
 ET0569'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK STATION, 5.5
 ET0569'MILES SOUTHEAST ALONG THE ROAD TO SIMMONS, 0.5 MILE SOUTHEAST OF P
 ET0569'256, DESCRIBED ABOVE, 64 FEET NORTH OF THE NORTH EDGE OF A WASH, 36
 ET0569'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A CEDAR
 ET0569'TREE, AND ABOUT LEVEL WITH THE ROAD.  RIVETED ON THE TOP OF A 3-1/2
 ET0569'INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 ET0569
 ET0569                          STATION RECOVERY (2008)
 ET0569
 ET0569'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0101 ***********************************************************************
 ES0101  DESIGNATION -  4881.71
 ES0101  PID         -  ES0101
 ES0101  STATE/COUNTY-  AZ/NAVAJO
 ES0101  USGS QUAD   -  HOLBROOK (1986)
 ES0101
 ES0101                         *CURRENT SURVEY CONTROL
 ES0101  ___________________________________________________________________
 ES0101* NAD 83(1986)-  34 53 19.     (N)    110 08 53.     (W)     SCALED    
 ES0101* NAVD 88     -      1551.160  (meters)    5089.10   (feet)  ADJUSTED  
 ES0101  ___________________________________________________________________
 ES0101  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES0101  DYNAMIC HT  -        1549.028 (meters)    5082.10  (feet)  COMP
 ES0101  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 ES0101
 ES0101  VERT ORDER  -  SECOND    CLASS 0
 ES0101
 ES0101.The horizontal coordinates were scaled from a topographic map and have
 ES0101.an estimated accuracy of +/- 6 seconds.
 ES0101
 ES0101.The orthometric height was determined by differential leveling
 ES0101.and adjusted in June 1991.
 ES0101
 ES0101.The geoid height was determined by GEOID03.
 ES0101
 ES0101.The dynamic height is computed by dividing the NAVD 88
 ES0101.geopotential number by the normal gravity value computed on the
 ES0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0101.degrees latitude (g = 980.6199 gals.).
 ES0101
 ES0101.The modeled gravity was interpolated from observed gravity values.
 ES0101
 ES0101;                    North         East    Units  Estimated Accuracy
 ES0101;SPC AZ E     -   431,220.      215,060.      MT  (+/- 180 meters Scaled)
 ES0101
 ES0101                          SUPERSEDED SURVEY CONTROL
 ES0101
 ES0101  NGVD 29 (??/??/92) 1550.346  (m)         5086.43   (f) ADJ UNCH    2 0
 ES0101
 ES0101.Superseded values are not recommended for survey control.
 ES0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0101.See file dsdata.txt to determine how the superseded data were derived.
 ES0101
 ES0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD778610(NAD 83)
 ES0101_MARKER: DD = SURVEY DISK
 ES0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0101_SP_SET: CULVERT
 ES0101_STAMPING: EL 4881.71
 ES0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0101
 ES0101  HISTORY     - Date     Condition        Report By
 ES0101  HISTORY     - UNK      MONUMENTED       AZHD
 ES0101  HISTORY     - 1934     GOOD             NGS
 ES0101  HISTORY     - 1959     GOOD             NGS
 ES0101
 ES0101                          STATION DESCRIPTION
 ES0101
 ES0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0101'1.6 MI SE FROM HOLBROOK.
 ES0101'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0101'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, AT A CULVERT,
 ES0101'AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL. AN
 ES0101'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL 4881.71.
 ES0101
 ES0101                          STATION RECOVERY (1959)
 ES0101
 ES0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0624 ***********************************************************************
 ES0624  DESIGNATION -  4885.47
 ES0624  PID         -  ES0624
 ES0624  STATE/COUNTY-  AZ/NAVAJO
 ES0624  USGS QUAD   -  HIBBARD (1970)
 ES0624
 ES0624                         *CURRENT SURVEY CONTROL
 ES0624  ___________________________________________________________________
 ES0624* NAD 83(1986)-  34 59 36.     (N)    110 34 46.     (W)     SCALED    
 ES0624* NAVD 88     -      1489.900  (meters)    4888.11   (feet)  ADJUSTED  
 ES0624  ___________________________________________________________________
 ES0624  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0624  DYNAMIC HT  -        1487.919 (meters)    4881.61  (feet)  COMP
 ES0624  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 ES0624
 ES0624  VERT ORDER  -  SECOND    CLASS 0
 ES0624
 ES0624.The horizontal coordinates were scaled from a topographic map and have
 ES0624.an estimated accuracy of +/- 6 seconds.
 ES0624
 ES0624.The orthometric height was determined by differential leveling
 ES0624.and adjusted in June 1991.
 ES0624
 ES0624.The geoid height was determined by GEOID03.
 ES0624
 ES0624.The dynamic height is computed by dividing the NAVD 88
 ES0624.geopotential number by the normal gravity value computed on the
 ES0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0624.degrees latitude (g = 980.6199 gals.).
 ES0624
 ES0624.The modeled gravity was interpolated from observed gravity values.
 ES0624
 ES0624;                    North         East    Units  Estimated Accuracy
 ES0624;SPC AZ E     -   442,910.      175,680.      MT  (+/- 180 meters Scaled)
 ES0624
 ES0624                          SUPERSEDED SURVEY CONTROL
 ES0624
 ES0624  NGVD 29 (??/??/92) 1489.13   (m)         4885.6    (f) COMPUTED    2 0
 ES0624
 ES0624.Superseded values are not recommended for survey control.
 ES0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0624.See file dsdata.txt to determine how the superseded data were derived.
 ES0624
 ES0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD383723(NAD 83)
 ES0624_MARKER: DD = SURVEY DISK
 ES0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0624_SP_SET: BRIDGE
 ES0624_STAMPING: 4885.47 350 X 00 1958
 ES0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0624
 ES0624  HISTORY     - Date     Condition        Report By
 ES0624  HISTORY     - 1958     MONUMENTED       AZHD
 ES0624  HISTORY     - 1959     GOOD             NGS
 ES0624  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0624
 ES0624                          STATION DESCRIPTION
 ES0624
 ES0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0624'7.6 MI E FROM WINSLOW.
 ES0624'7.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0624'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0624'POST OFFICE AT WINSLOW, NAVAJO COUNTY, SET IN THE CENTER OF THE
 ES0624'HEADWALL IN A 14-FOOT CONCRETE BRIDGE, AND 21 FEET NORTH OF THE
 ES0624'CENTERLINE OF THE EASTBOUND LANE.
 ES0624
 ES0624                          STATION RECOVERY (1983)
 ES0624
 ES0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0109 ***********************************************************************
 FQ0109  DESIGNATION -  4887 X 31
 FQ0109  PID         -  FQ0109
 FQ0109  STATE/COUNTY-  AZ/NAVAJO
 FQ0109  USGS QUAD   -  RINCON RANCH (1986)
 FQ0109
 FQ0109                         *CURRENT SURVEY CONTROL
 FQ0109  ___________________________________________________________________
 FQ0109* NAD 83(1986)-  35 00 28.     (N)    110 36 23.     (W)     SCALED    
 FQ0109* NAVD 88     -      1490.442  (meters)    4889.89   (feet)  ADJUSTED  
 FQ0109  ___________________________________________________________________
 FQ0109  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0109  DYNAMIC HT  -        1488.462 (meters)    4883.40  (feet)  COMP
 FQ0109  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 FQ0109
 FQ0109  VERT ORDER  -  SECOND    CLASS 0
 FQ0109
 FQ0109.The horizontal coordinates were scaled from a topographic map and have
 FQ0109.an estimated accuracy of +/- 6 seconds.
 FQ0109
 FQ0109.The orthometric height was determined by differential leveling
 FQ0109.and adjusted in June 1991.
 FQ0109
 FQ0109.The geoid height was determined by GEOID03.
 FQ0109
 FQ0109.The dynamic height is computed by dividing the NAVD 88
 FQ0109.geopotential number by the normal gravity value computed on the
 FQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0109.degrees latitude (g = 980.6199 gals.).
 FQ0109
 FQ0109.The modeled gravity was interpolated from observed gravity values.
 FQ0109
 FQ0109;                    North         East    Units  Estimated Accuracy
 FQ0109;SPC AZ E     -   444,530.      173,230.      MT  (+/- 180 meters Scaled)
 FQ0109
 FQ0109                          SUPERSEDED SURVEY CONTROL
 FQ0109
 FQ0109  NGVD 29 (??/??/92) 1489.680  (m)         4887.39   (f) ADJ UNCH    2 0
 FQ0109
 FQ0109.Superseded values are not recommended for survey control.
 FQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0109.See file dsdata.txt to determine how the superseded data were derived.
 FQ0109
 FQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD359739(NAD 83)
 FQ0109_MARKER: DD = SURVEY DISK
 FQ0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0109_SP_SET: BRIDGE
 FQ0109_STAMPING: 4887 X 31 253 X 50 10 1958
 FQ0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0109
 FQ0109  HISTORY     - Date     Condition        Report By
 FQ0109  HISTORY     - 1958     MONUMENTED       AZHD
 FQ0109  HISTORY     - 1959     GOOD             NGS
 FQ0109  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0109
 FQ0109                          STATION DESCRIPTION
 FQ0109
 FQ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0109'5.75 MI E FROM WINSLOW.
 FQ0109'5.75 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0109'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0109'POST OFFICE AT WINSLOW, NAVAJO COUNTY, SET IN A LARGE CONCRETE BRIDGE
 FQ0109'16 FEET SOUTH OF EASTBOUND LANE, AND 10 FEET WEST OF THE EAST END OF
 FQ0109'THE BRIDGE.
 FQ0109
 FQ0109                          STATION RECOVERY (1983)
 FQ0109
 FQ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0039 ***********************************************************************
 ET0039  DESIGNATION -  4888
 ET0039  PID         -  ET0039
 ET0039  STATE/COUNTY-  AZ/YAVAPAI
 ET0039  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0039
 ET0039                         *CURRENT SURVEY CONTROL
 ET0039  ___________________________________________________________________
 ET0039* NAD 83(1986)-  34 41 45.     (N)    112 24 34.     (W)     SCALED    
 ET0039* NAVD 88     -      1493.126  (meters)    4898.70   (feet)  POSTED    
 ET0039  ___________________________________________________________________
 ET0039  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 ET0039  DYNAMIC HT  -        1491.130 (meters)    4892.15  (feet)  COMP
 ET0039  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 ET0039
 ET0039  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0039
 ET0039.The horizontal coordinates were scaled from a topographic map and have
 ET0039.an estimated accuracy of +/- 6 seconds.
 ET0039
 ET0039.The orthometric height was determined by differential leveling
 ET0039.and adjusted in November 2005.
 ET0039.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0039.rate of 0.0 thru 1.0 mm/km.
 ET0039
 ET0039.The geoid height was determined by GEOID03.
 ET0039
 ET0039.The dynamic height is computed by dividing the NAVD 88
 ET0039.geopotential number by the normal gravity value computed on the
 ET0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0039.degrees latitude (g = 980.6199 gals.).
 ET0039
 ET0039.The modeled gravity was interpolated from observed gravity values.
 ET0039
 ET0039;                    North         East    Units  Estimated Accuracy
 ET0039;SPC AZ C     -   409,950.      168,210.      MT  (+/- 180 meters Scaled)
 ET0039
 ET0039                          SUPERSEDED SURVEY CONTROL
 ET0039
 ET0039  NGVD 29 (??/??/92) 1492.326  (m)         4896.07   (f) ADJ UNCH    1 2
 ET0039
 ET0039.Superseded values are not recommended for survey control.
 ET0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0039.See file dsdata.txt to determine how the superseded data were derived.
 ET0039
 ET0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709402(NAD 83)
 ET0039_MARKER: P = PIPE CAP
 ET0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0039
 ET0039  HISTORY     - Date     Condition        Report By
 ET0039  HISTORY     - UNK      MONUMENTED       USGS
 ET0039  HISTORY     - 1968     GOOD             NGS
 ET0039
 ET0039                          STATION DESCRIPTION
 ET0039
 ET0039'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 ET0039'12.5 MI N FROM PRESCOTT.
 ET0039'IRON POST, AT GRANITE SIDING, 0.4 MILES NORTH OF MILEPOST 45, 100 FEET
 ET0039'NORTH OF STATION SIGN GRANITE, 75 FEET WEST OF RAILROAD CENTER-LINE.
 ET0039
 ET0039                          STATION RECOVERY (1968)
 ET0039
 ET0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ET0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1112 ***********************************************************************
 DA1112  DESIGNATION -  489
 DA1112  PID         -  DA1112
 DA1112  STATE/COUNTY-  AZ/YUMA
 DA1112  USGS QUAD   -  AZTEC HILLS (1982)
 DA1112
 DA1112                         *CURRENT SURVEY CONTROL
 DA1112  ___________________________________________________________________
 DA1112* NAD 83(1986)-  32 49 18.     (N)    113 27 27.     (W)     SCALED    
 DA1112* NAVD 88     -       149.51   (+/-2cm)     490.5    (feet)  VERTCON   
 DA1112  ___________________________________________________________________
 DA1112  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA1112  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1112
 DA1112.The horizontal coordinates were scaled from a topographic map and have
 DA1112.an estimated accuracy of +/- 6 seconds.
 DA1112
 DA1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1112.The vertical order pertains to the NGVD 29 superseded value.
 DA1112
 DA1112.The geoid height was determined by GEOID03.
 DA1112
 DA1112;                    North         East    Units  Estimated Accuracy
 DA1112;SPC AZ W     -   202,020.      240,750.      MT  (+/- 180 meters Scaled)
 DA1112
 DA1112                          SUPERSEDED SURVEY CONTROL
 DA1112
 DA1112  NGVD 29 (??/??/92)  148.963  (m)          488.72   (f) ADJ UNCH    1 2
 DA1112
 DA1112.Superseded values are not recommended for survey control.
 DA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1112.See file dsdata.txt to determine how the superseded data were derived.
 DA1112
 DA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB699341(NAD 83)
 DA1112_MARKER: DD = SURVEY DISK
 DA1112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1112+WITH SETTING: INTO GROUND
 DA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1112+STABILITY: SURFACE MOTION
 DA1112
 DA1112  HISTORY     - Date     Condition        Report By
 DA1112  HISTORY     - UNK      MONUMENTED       USGS
 DA1112  HISTORY     - 1952     GOOD             NGS
 DA1112  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA1112  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA1112
 DA1112                          STATION DESCRIPTION
 DA1112
 DA1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1112'0.7 MI W FROM AZTEC.
 DA1112'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1112'WATER TANK AT AZTEC, ABOUT 65 YARDS SOUTH OF THE CENTER OF AN S CURVE
 DA1112'IN THE HIGHWAY, 44.6 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 2
 DA1112'FEET WEST OF A TELEPHONE POLE, 2 FEET LOWER THAN THE TRACK, AND
 DA1112'RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE
 DA1112'GROUND.
 DA1112
 DA1112                          STATION RECOVERY (1980)
 DA1112
 DA1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1112'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE AREA DESCRIBED HAS BEEN
 DA1112'GRADED, MARK BELIEVED DESTROYED.
 DA1112
 DA1112                          STATION RECOVERY (1980)
 DA1112
 DA1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1112'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE AREA DESCRIBED HAS BEEN
 DA1112'GRADED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1759 ***********************************************************************
 DU1759  DESIGNATION -  489+99.05
 DU1759  PID         -  DU1759
 DU1759  STATE/COUNTY-  AZ/MARICOPA
 DU1759  USGS QUAD   -  CURRYS CORNER (1982)
 DU1759
 DU1759                         *CURRENT SURVEY CONTROL
 DU1759  ___________________________________________________________________
 DU1759* NAD 83(1986)-  33 38 11.     (N)    111 55 06.     (W)     SCALED    
 DU1759* NAVD 88     -       461.580  (meters)    1514.37   (feet)  ADJUSTED  
 DU1759  ___________________________________________________________________
 DU1759  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1759  DYNAMIC HT  -         461.032 (meters)    1512.57  (feet)  COMP
 DU1759  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 DU1759
 DU1759  VERT ORDER  -  SECOND    CLASS I
 DU1759
 DU1759.The horizontal coordinates were scaled from a topographic map and have
 DU1759.an estimated accuracy of +/- 6 seconds.
 DU1759
 DU1759.The orthometric height was determined by differential leveling
 DU1759.and adjusted in November 1993.
 DU1759
 DU1759.The geoid height was determined by GEOID03.
 DU1759
 DU1759.The dynamic height is computed by dividing the NAVD 88
 DU1759.geopotential number by the normal gravity value computed on the
 DU1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1759.degrees latitude (g = 980.6199 gals.).
 DU1759
 DU1759.The modeled gravity was interpolated from observed gravity values.
 DU1759
 DU1759;                    North         East    Units  Estimated Accuracy
 DU1759;SPC AZ C     -   292,330.      213,210.      MT  (+/- 180 meters Scaled)
 DU1759
 DU1759                          SUPERSEDED SURVEY CONTROL
 DU1759
 DU1759.No superseded survey control is available for this station.
 DU1759
 DU1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC148222(NAD 83)
 DU1759_MARKER: DD = SURVEY DISK
 DU1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1759_SP_SET: CONCRETE POST
 DU1759_STAMPING: 489+99.05
 DU1759_MARK LOGO: BOR   
 DU1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1759+STABILITY: SURFACE MOTION
 DU1759
 DU1759  HISTORY     - Date     Condition        Report By
 DU1759  HISTORY     - UNK      MONUMENTED       BOR
 DU1759  HISTORY     - 1984     GOOD             AZDT
 DU1759  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1759  HISTORY     - 20070101 MARK NOT FOUND   GEOCAC
 DU1759
 DU1759                          STATION DESCRIPTION
 DU1759
 DU1759'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1759'IN PHOENIX.
 DU1759'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1759'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1759'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1759'FENCE OF THE CANAL FOR 11.79 KM (7.32 MI) TO THE MARK, 17.68 METERS
 DU1759'(58.0 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF BELL ROAD,
 DU1759'20.635 METERS (67.7 FT) EAST OF POWER POLE PS 1777967, AND
 DU1759'64.01 METERS (210.0 FT) SOUTH OF THE CANAL CENTERLINE.
 DU1759
 DU1759                          STATION RECOVERY (2004)
 DU1759
 DU1759'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1759'MARK NOT FOUND.
 DU1759
 DU1759                          STATION RECOVERY (2007)
 DU1759
 DU1759'RECOVERY NOTE BY GEOCACHING 2007 (MDR)
 DU1759'SINCE 1/1/1984 (23 YEARS AGO TODAY TO BE EXACT) THERE HAVE BEEN
 DU1759'SUBSTANTIAL CHANGES AND CONSTRUCTION IN THIS AREA. BELL ROAD HAS BEEN
 DU1759'WIDENED, THE POWER LINES ARE NOW UNDERGROUND AND A VERY LARGE SHOPPING
 DU1759'CENTER OCCUPIES THE LAND JUST SOUTH OF BELL ROAD/FRANK LLOYD WRIGHT
 DU1759'BLVD.
 DU1759'THE SITE APPEARS TO BE IN THE PARKING LOT OF THE OLD KRISPY KREME
 DU1759'DOUGHNUT SHOP. THERE IS NO WAY TO ASCERTAIN IF IT IS PRESENT UNDER THE
 DU1759'BLACKTOP OR IF IT WAS DESTROYED WITH GRADING AND CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0330 ***********************************************************************
 DU0330  DESIGNATION -  4891.79
 DU0330  PID         -  DU0330
 DU0330  STATE/COUNTY-  AZ/GILA
 DU0330  USGS QUAD   -  CHROME BUTTE (1966)
 DU0330
 DU0330                         *CURRENT SURVEY CONTROL
 DU0330  ___________________________________________________________________
 DU0330* NAD 83(1986)-  33 31 30.     (N)    110 42 41.     (W)     SCALED    
 DU0330* NAVD 88     -      1491.243  (meters)    4892.52   (feet)  ADJUSTED  
 DU0330  ___________________________________________________________________
 DU0330  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DU0330  DYNAMIC HT  -        1489.118 (meters)    4885.55  (feet)  COMP
 DU0330  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 DU0330
 DU0330  VERT ORDER  -  SECOND    CLASS 0
 DU0330
 DU0330.The horizontal coordinates were scaled from a topographic map and have
 DU0330.an estimated accuracy of +/- 6 seconds.
 DU0330
 DU0330.The orthometric height was determined by differential leveling
 DU0330.and adjusted in June 1991.
 DU0330
 DU0330.The geoid height was determined by GEOID03.
 DU0330
 DU0330.The dynamic height is computed by dividing the NAVD 88
 DU0330.geopotential number by the normal gravity value computed on the
 DU0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0330.degrees latitude (g = 980.6199 gals.).
 DU0330
 DU0330.The modeled gravity was interpolated from observed gravity values.
 DU0330
 DU0330;                    North         East    Units  Estimated Accuracy
 DU0330;SPC AZ E     -   280,110.      162,760.      MT  (+/- 180 meters Scaled)
 DU0330
 DU0330                          SUPERSEDED SURVEY CONTROL
 DU0330
 DU0330  NGVD 29 (??/??/92) 1490.527  (m)         4890.17   (f) ADJ UNCH    2 0
 DU0330
 DU0330.Superseded values are not recommended for survey control.
 DU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0330.See file dsdata.txt to determine how the superseded data were derived.
 DU0330
 DU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC268095(NAD 83)
 DU0330_MARKER: DD = SURVEY DISK
 DU0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0330_SP_SET: CULVERT
 DU0330_STAMPING: STA 625+25 EL 4891.79
 DU0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0330
 DU0330  HISTORY     - Date     Condition        Report By
 DU0330  HISTORY     - UNK      MONUMENTED       AZHD
 DU0330  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0330
 DU0330                          STATION DESCRIPTION
 DU0330
 DU0330'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0330'13.0 MI NE FROM GLOBE.
 DU0330'13.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, IN
 DU0330'THE TOP OF THE CENTER OF A CONCRETE CULVERT, 15 FEET WEST OF THE
 DU0330'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY. NOTE--
 DU0330'THERE WERE TWO CULVERTS NEAR THE AREA WHERE THE BM WAS DESCRIBED AS
 DU0330'BEING LOCATED. HOWEVER, THE BM WAS NOT LOCATED IN EITHER ONE OF THESE
 DU0330'CULVERTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0840 ***********************************************************************
 FQ0840  DESIGNATION -  49 BKC
 FQ0840  PID         -  FQ0840
 FQ0840  STATE/COUNTY-  AZ/COCONINO
 FQ0840  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0840
 FQ0840                         *CURRENT SURVEY CONTROL
 FQ0840  ___________________________________________________________________
 FQ0840* NAD 83(1986)-  35 33 01.     (N)    110 59 39.     (W)     SCALED    
 FQ0840* NAVD 88     -      1465.967  (meters)    4809.59   (feet)  POSTED    
 FQ0840  ___________________________________________________________________
 FQ0840  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0840  DYNAMIC HT  -        1464.100 (meters)    4803.47  (feet)  COMP
 FQ0840  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 FQ0840
 FQ0840  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0840
 FQ0840.The horizontal coordinates were scaled from a topographic map and have
 FQ0840.an estimated accuracy of +/- 6 seconds.
 FQ0840
 FQ0840.The orthometric height was determined by differential leveling
 FQ0840.and adjusted by the  in 1992.
 FQ0840.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0840.rate of 0.0 thru 1.0 mm/km.
 FQ0840
 FQ0840.The geoid height was determined by GEOID03.
 FQ0840
 FQ0840.The dynamic height is computed by dividing the NAVD 88
 FQ0840.geopotential number by the normal gravity value computed on the
 FQ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0840.degrees latitude (g = 980.6199 gals.).
 FQ0840
 FQ0840.The modeled gravity was interpolated from observed gravity values.
 FQ0840
 FQ0840;                    North         East    Units  Estimated Accuracy
 FQ0840;SPC AZ C     -   505,010.      297,000.      MT  (+/- 180 meters Scaled)
 FQ0840
 FQ0840                          SUPERSEDED SURVEY CONTROL
 FQ0840
 FQ0840  NGVD 29 (??/??/92) 1465.23   (m)         4807.2    (f) COMPUTED    2 2
 FQ0840
 FQ0840.Superseded values are not recommended for survey control.
 FQ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0840.See file dsdata.txt to determine how the superseded data were derived.
 FQ0840
 FQ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE005340(NAD 83)
 FQ0840_MARKER: DB = BENCH MARK DISK
 FQ0840_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0840_SP_SET: COPPER-CLAD STEEL ROD
 FQ0840_STAMPING: 49 BKC 1968
 FQ0840_MARK LOGO: USGS  
 FQ0840_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0840+SATELLITE: SATELLITE OBSERVATIONS - 1968
 FQ0840
 FQ0840  HISTORY     - Date     Condition        Report By
 FQ0840  HISTORY     - 1968     MONUMENTED       USGS
 FQ0840
 FQ0840                          STATION DESCRIPTION
 FQ0840
 FQ0840'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0840'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0840'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0840'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0840'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0840'THENCE 1.6 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A ROAD
 FQ0840'FORK, 83 FEET WEST OF THE END OF AN EARTH DAM, 39 FEET NORTH AND 54
 FQ0840'FEET WEST OF THE CENTER OF THE INTERSECTION.  A COPPER-CLAD STEEL ROD
 FQ0840'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0999 ***********************************************************************
 FR0999  DESIGNATION -  49 EMH
 FR0999  PID         -  FR0999
 FR0999  STATE/COUNTY-  AZ/YAVAPAI
 FR0999  USGS QUAD   -  CROOKTON (1973)
 FR0999
 FR0999                         *CURRENT SURVEY CONTROL
 FR0999  ___________________________________________________________________
 FR0999* NAD 83(1986)-  35 17 52.     (N)    112 41 46.     (W)     SCALED    
 FR0999* NAVD 88     -      1728.338  (meters)    5670.39   (feet)  POSTED    
 FR0999  ___________________________________________________________________
 FR0999  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FR0999  DYNAMIC HT  -        1726.010 (meters)    5662.75  (feet)  COMP
 FR0999  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 FR0999
 FR0999  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0999
 FR0999.The horizontal coordinates were scaled from a topographic map and have
 FR0999.an estimated accuracy of +/- 6 seconds.
 FR0999
 FR0999.The orthometric height was determined by differential leveling
 FR0999.and adjusted by the  in 1992.
 FR0999.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0999.rate of 0.0 thru 1.0 mm/km.
 FR0999
 FR0999.The geoid height was determined by GEOID03.
 FR0999
 FR0999.The dynamic height is computed by dividing the NAVD 88
 FR0999.geopotential number by the normal gravity value computed on the
 FR0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0999.degrees latitude (g = 980.6199 gals.).
 FR0999
 FR0999.The modeled gravity was interpolated from observed gravity values.
 FR0999
 FR0999;                    North         East    Units  Estimated Accuracy
 FR0999;SPC AZ C     -   476,890.      142,470.      MT  (+/- 180 meters Scaled)
 FR0999
 FR0999                          SUPERSEDED SURVEY CONTROL
 FR0999
 FR0999  NGVD 29 (??/??/92) 1727.40   (m)         5667.3    (f) COMPUTED    2 2
 FR0999
 FR0999.Superseded values are not recommended for survey control.
 FR0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0999.See file dsdata.txt to determine how the superseded data were derived.
 FR0999
 FR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE457073(NAD 83)
 FR0999_MARKER: DB = BENCH MARK DISK
 FR0999_SETTING: 80 = SET IN A BOULDER
 FR0999_SP_SET: BOULDER
 FR0999_STAMPING: 49 EMH 1973 5667
 FR0999_MARK LOGO: USGS  
 FR0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0999+STABILITY: SURFACE MOTION
 FR0999
 FR0999  HISTORY     - Date     Condition        Report By
 FR0999  HISTORY     - 1973     MONUMENTED       USGS
 FR0999
 FR0999                          STATION DESCRIPTION
 FR0999
 FR0999'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0999'20.0 KM (12.40 MI) ENE FROM SELIGMAN.
 FR0999'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR0999'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR0999'THENCE 0.6 MILES ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF THE AT+SF
 FR0999'RAILROAD, 0.1 MILE EAST OF THE JUNCTION WITH THE OLD OLD RAILROAD
 FR0999'GRADE, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET SOUTH OF
 FR0999'A FENCE, SET IN A BOULDER PROJECTING 1 FOOT.
 FR0999'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0641 ***********************************************************************
 FP0641  DESIGNATION -  49 HLS
 FP0641  PID         -  FP0641
 FP0641  STATE/COUNTY-  AZ/APACHE
 FP0641  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0641
 FP0641                         *CURRENT SURVEY CONTROL
 FP0641  ___________________________________________________________________
 FP0641* NAD 83(1986)-  35 31 10.     (N)    109 31 36.     (W)     SCALED    
 FP0641* NAVD 88     -      1994.875  (meters)    6544.85   (feet)  ADJUSTED  
 FP0641  ___________________________________________________________________
 FP0641  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 FP0641  DYNAMIC HT  -        1992.104 (meters)    6535.76  (feet)  COMP
 FP0641  MODELED GRAV-     979,173.2   (mgal)                       NAVD 88
 FP0641
 FP0641  VERT ORDER  -  SECOND    CLASS II
 FP0641
 FP0641.The horizontal coordinates were scaled from a topographic map and have
 FP0641.an estimated accuracy of +/- 6 seconds.
 FP0641
 FP0641.The orthometric height was determined by differential leveling
 FP0641.and adjusted in June 1991.
 FP0641
 FP0641.The geoid height was determined by GEOID03.
 FP0641
 FP0641.The dynamic height is computed by dividing the NAVD 88
 FP0641.geopotential number by the normal gravity value computed on the
 FP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0641.degrees latitude (g = 980.6199 gals.).
 FP0641
 FP0641.The modeled gravity was interpolated from observed gravity values.
 FP0641
 FP0641;                    North         East    Units  Estimated Accuracy
 FP0641;SPC AZ E     -   501,390.      271,410.      MT  (+/- 180 meters Scaled)
 FP0641
 FP0641                          SUPERSEDED SURVEY CONTROL
 FP0641
 FP0641.No superseded survey control is available for this station.
 FP0641
 FP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335316(NAD 83)
 FP0641_MARKER: DB = BENCH MARK DISK
 FP0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0641_SP_SET: COPPER-CLAD STEEL ROD
 FP0641_STAMPING: 49 HLS 1970 6541
 FP0641_MARK LOGO: USGS  
 FP0641_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0641+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0641
 FP0641  HISTORY     - Date     Condition        Report By
 FP0641  HISTORY     - 1970     MONUMENTED       USGS
 FP0641
 FP0641                          STATION DESCRIPTION
 FP0641
 FP0641'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0641'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0641'OFFICE AT GANADO, ARIZONA), PROCEED 1.3 MILES NORTH ALONG STATE
 FP0641'HIGHWAY 63, 93 FEET WEST OF THE HIGHWAY, 25 FEET NORTH OF WOODEN
 FP0641'POWER POLE 126, 2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FP0641'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0694 ***********************************************************************
 CY0694  DESIGNATION -  490 X 30
 CY0694  PID         -  CY0694
 CY0694  STATE/COUNTY-  AZ/GRAHAM
 CY0694  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0694
 CY0694                         *CURRENT SURVEY CONTROL
 CY0694  ___________________________________________________________________
 CY0694* NAD 83(1986)-  32 33 29.     (N)    109 40 44.     (W)     SCALED    
 CY0694* NAVD 88     -      1259.704  (meters)    4132.88   (feet)  ADJUSTED  
 CY0694  ___________________________________________________________________
 CY0694  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CY0694  DYNAMIC HT  -        1257.873 (meters)    4126.87  (feet)  COMP
 CY0694  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 CY0694
 CY0694  VERT ORDER  -  FIRST     CLASS II
 CY0694
 CY0694.The horizontal coordinates were scaled from a topographic map and have
 CY0694.an estimated accuracy of +/- 6 seconds.
 CY0694
 CY0694.The orthometric height was determined by differential leveling
 CY0694.and adjusted in June 1991.
 CY0694
 CY0694.The geoid height was determined by GEOID03.
 CY0694
 CY0694.The dynamic height is computed by dividing the NAVD 88
 CY0694.geopotential number by the normal gravity value computed on the
 CY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0694.degrees latitude (g = 980.6199 gals.).
 CY0694
 CY0694.The modeled gravity was interpolated from observed gravity values.
 CY0694
 CY0694;                    North         East    Units  Estimated Accuracy
 CY0694;SPC AZ E     -   172,850.      259,170.      MT  (+/- 180 meters Scaled)
 CY0694
 CY0694                          SUPERSEDED SURVEY CONTROL
 CY0694
 CY0694.No superseded survey control is available for this station.
 CY0694
 CY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB240030(NAD 83)
 CY0694_MARKER: DB = BENCH MARK DISK
 CY0694_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0694_SP_SET: CONCRETE BOX CULVERT
 CY0694_STAMPING: ELEV 4129-23 STA 490 X 30 1941
 CY0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0694+STABILITY: SURFACE MOTION
 CY0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0694+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0694
 CY0694  HISTORY     - Date     Condition        Report By
 CY0694  HISTORY     - 1941     MONUMENTED       AZHD
 CY0694  HISTORY     - 1979     GOOD             NGS
 CY0694  HISTORY     - 20081010 GOOD             GEOCAC
 CY0694
 CY0694                          STATION DESCRIPTION
 CY0694
 CY0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0694'19.3 MI SOUTH FROM SAFFORD.
 CY0694'19.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0694'HIGHWAY 70 IN SAFFORD, 0.3 MILE SOUTH OF MILE POST 102, SET IN TOP OF
 CY0694'THE CENTER OF THE WEST HEADWALL OF A 4- BY 5-FOOT CONCRETE BOX
 CY0694'CULVERT UNDER THE HIGHWAY, 16.5 FEET WEST OF THE CENTERLINE OF THE
 CY0694'HIGHWAY.
 CY0694'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0694
 CY0694                          STATION RECOVERY (2008)
 CY0694
 CY0694'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0694'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0694'33.513' W109  40.748'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0792 ***********************************************************************
 CZ0792  DESIGNATION -  491+31.25
 CZ0792  PID         -  CZ0792
 CZ0792  STATE/COUNTY-  AZ/PIMA
 CZ0792  USGS QUAD   -  THREE POINTS (1992)
 CZ0792
 CZ0792                         *CURRENT SURVEY CONTROL
 CZ0792  ___________________________________________________________________
 CZ0792* NAD 83(1986)-  32 06 03.     (N)    111 15 09.     (W)     SCALED    
 CZ0792* NAVD 88     -       759.95   (+/-2cm)    2493.3    (feet)  VERTCON   
 CZ0792  ___________________________________________________________________
 CZ0792  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0792
 CZ0792.The horizontal coordinates were scaled from a topographic map and have
 CZ0792.an estimated accuracy of +/- 6 seconds.
 CZ0792
 CZ0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0792.The vertical order pertains to the NGVD 29 superseded value.
 CZ0792
 CZ0792.The geoid height was determined by GEOID03.
 CZ0792
 CZ0792;                    North         East    Units  Estimated Accuracy
 CZ0792;SPC AZ C     -   122,240.      276,050.      MT  (+/- 180 meters Scaled)
 CZ0792
 CZ0792                          SUPERSEDED SURVEY CONTROL
 CZ0792
 CZ0792  NGVD 29 (??/??/92)  759.264  (m)         2491.02   (f) ADJ UNCH    2 0
 CZ0792
 CZ0792.Superseded values are not recommended for survey control.
 CZ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0792.See file dsdata.txt to determine how the superseded data were derived.
 CZ0792
 CZ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA761516(NAD 83)
 CZ0792_MARKER: DD = SURVEY DISK
 CZ0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0792_SP_SET: CULVERT
 CZ0792_STAMPING: 491+31.25 2491.95
 CZ0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0792
 CZ0792  HISTORY     - Date     Condition        Report By
 CZ0792  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0792  HISTORY     - 1951     GOOD             NGS
 CZ0792  HISTORY     - 1962     GOOD             NGS
 CZ0792
 CZ0792                          STATION DESCRIPTION
 CZ0792
 CZ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0792'18.2 MI SW FROM TUCSON.
 CZ0792'18.2 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0792'STATE HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE NORTH
 CZ0792'HEADWALL OF A 6 BY 24 FOOT CONCRETE CULVERT, 14 FEET NORTHWEST OF THE
 CZ0792'CENTER LINE OF THE HIGHWAY, AND ABOUT FLUSH WITH THE HIGHWAY.
 CZ0792
 CZ0792                          STATION RECOVERY (1962)
 CZ0792
 CZ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0192 ***********************************************************************
 CF0192  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0192  DESIGNATION -  4922
 CF0192  PID         -  CF0192
 CF0192  STATE/COUNTY-  AZ/COCHISE
 CF0192  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0192
 CF0192                         *CURRENT SURVEY CONTROL
 CF0192  ___________________________________________________________________
 CF0192* NAD 83(2007)-  31 44 01.14758(N)    109 49 48.10580(W)     ADJUSTED  
 CF0192* NAVD 88     -      1500.62   (meters)    4923.3    (feet)  GPS OBS   
 CF0192  ___________________________________________________________________
 CF0192  EPOCH DATE  -        2007.00
 CF0192  X           -  -1,842,330.852 (meters)                     COMP
 CF0192  Y           -  -5,108,867.845 (meters)                     COMP
 CF0192  Z           -   3,336,123.952 (meters)                     COMP
 CF0192  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CF0192  ELLIP HEIGHT-        1473.329 (meters)          (02/10/07) ADJUSTED
 CF0192  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CF0192
 CF0192  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0192  Type    PID    Designation                      North   East  Ellip
 CF0192  -------------------------------------------------------------------
 CF0192  NETWORK CF0192 4922                              1.22   1.14   2.55
 CF0192  -------------------------------------------------------------------
 CF0192
 CF0192.The horizontal coordinates were established by GPS observations
 CF0192.and adjusted by the National Geodetic Survey in February 2007.
 CF0192
 CF0192.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0192.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0192.The horizontal coordinates are valid at the epoch date displayed above.
 CF0192.The epoch date for horizontal control is a decimal equivalence
 CF0192.of Year/Month/Day.
 CF0192
 CF0192.The orthometric height was determined by GPS observations and a
 CF0192.high-resolution geoid model.
 CF0192.The orthometric height was determined by GPS observations and a
 CF0192.high-resolution geoid model using precise GPS observation and
 CF0192.processing techniques.
 CF0192
 CF0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0192
 CF0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0192
 CF0192.The ellipsoidal height was determined by GPS observations
 CF0192.and is referenced to NAD 83.
 CF0192
 CF0192.The geoid height was determined by GEOID03.
 CF0192
 CF0192;                    North         East     Units Scale Factor Converg.
 CF0192;SPC AZ E     -    81,385.416   245,258.418   MT  0.99991255   +0 10 37.4
 CF0192;SPC AZ E     -   267,012.52    804,653.60   iFT  0.99991255   +0 10 37.4
 CF0192;UTM  12      - 3,511,508.890   610,831.709   MT  0.99975150   +0 36 55.6
 CF0192
 CF0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0192!SPC AZ E     -   0.99976871  x   0.99991255  =   0.99968128
 CF0192!UTM  12      -   0.99976871  x   0.99975150  =   0.99952027
 CF0192
 CF0192                          SUPERSEDED SURVEY CONTROL
 CF0192
 CF0192  NAD 83(1992)-  31 44 01.14726(N)    109 49 48.10524(W) AD(       ) A
 CF0192  ELLIP H (03/22/05) 1473.342  (m)                       GP(       ) 4 1
 CF0192  NGVD 29 (??/??/92) 1500.468  (m)         4922.79   (f) ADJ UNCH    2 0
 CF0192
 CF0192.Superseded values are not recommended for survey control.
 CF0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0192.See file dsdata.txt to determine how the superseded data were derived.
 CF0192
 CF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1083211509(NAD 83)
 CF0192_MARKER: DD = SURVEY DISK
 CF0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0192_SP_SET: BUILDING FOUNDATION
 CF0192_STAMPING: 4922
 CF0192_MARK LOGO: USGS  
 CF0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0192+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0192
 CF0192  HISTORY     - Date     Condition        Report By
 CF0192  HISTORY     - UNK      MONUMENTED       USGS
 CF0192  HISTORY     - 1934     GOOD             NGS
 CF0192  HISTORY     - 20031030 GOOD             AZ-003
 CF0192
 CF0192                          STATION DESCRIPTION
 CF0192
 CF0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0192'IN GLEASON.
 CF0192'AT GLEASON, COCHISE COUNTY, AT THE WHITE STONE BUILDING FORMERLY
 CF0192'OCCUPIED BY THE A.B. TAYLOR STORE, 30 FEET EAST OF THE CENTERLINE OF
 CF0192'THE STREET, IN THE WALL OF THE BUILDING, 25 FEET NORTH OF THE CENTER
 CF0192'OF THE ENTRANCE, AND 1 FOOT SOUTH OF THE NORTH CORNER.  A UNITED
 CF0192'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4922 AND SET
 CF0192'VERTICALLY.
 CF0192
 CF0192                          STATION RECOVERY (2003)
 CF0192
 CF0192'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (LS)
 CF0192'NOTE THAT ORIGINAL DESCRIPTION IS INCORRECT.  STATION IS SET IN A
 CF0192'CONCRETE STRUCTURE  THAT WAS ONCE PART OF A BUILDING, RATHER THAN
 CF0192'VERTICALLY IN A WALL OF THE BUILDING.  BUILDING HAS BEEN DESTROYED,
 CF0192'BUT FOUNDATION AND STATION REMAIN.
 CF0192' 
 CF0192'NOTE--PUBLISHED ELEVATION IS OVER 2 FEET HIGHER THAN GPS DERIVED
 CF0192'ELEVATION. CAUTION  SHOULD BE TAKEN AS IT IS POSSIBLE THAT THE MARK
 CF0192'WAS RESET IN THE BUILDING FOUNDATION  DURING ITS DESTRUCTION, RATHER
 CF0192'THAN ASSUMING THE ORIGINAL DESCRIPTION WAS INCORRECT.  NO MENTION BY
 CF0192'THE RECOVERY PARTY WAS GIVEN TO VERIFY, IF POSSIBLE, THE DISTANCE
 CF0192'MEASUREMENTS FROM THE ORIGINAL DESCRIPTION. (S. F. HOLDORFF-NGS, 2005)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0083 ***********************************************************************
 FR0083  DESIGNATION -  4925
 FR0083  PID         -  FR0083
 FR0083  STATE/COUNTY-  AZ/YAVAPAI
 FR0083  USGS QUAD   -  MEATH SPRING (1979)
 FR0083
 FR0083                         *CURRENT SURVEY CONTROL
 FR0083  ___________________________________________________________________
 FR0083* NAD 83(1986)-  35 02 53.     (N)    112 23 54.     (W)     SCALED    
 FR0083* NAVD 88     -      1501.81   (+/-2cm)    4927.2    (feet)  VERTCON   
 FR0083  ___________________________________________________________________
 FR0083  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 FR0083  VERT ORDER  -  ? (See Below)
 FR0083
 FR0083.The horizontal coordinates were scaled from a topographic map and have
 FR0083.an estimated accuracy of +/- 6 seconds.
 FR0083
 FR0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0083.The vertical order pertains to the NGVD 29 superseded value.
 FR0083
 FR0083.The geoid height was determined by GEOID03.
 FR0083
 FR0083;                    North         East    Units  Estimated Accuracy
 FR0083;SPC AZ C     -   449,010.      169,420.      MT  (+/- 180 meters Scaled)
 FR0083
 FR0083                          SUPERSEDED SURVEY CONTROL
 FR0083
 FR0083  NGVD 29 (??/??/92) 1500.978  (m)         4924.46   (f) ADJ UNCH    ?  
 FR0083
 FR0083.Superseded values are not recommended for survey control.
 FR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0083.See file dsdata.txt to determine how the superseded data were derived.
 FR0083
 FR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD724792(NAD 83)
 FR0083_MARKER: P = PIPE CAP
 FR0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0083
 FR0083  HISTORY     - Date     Condition        Report By
 FR0083  HISTORY     - UNK      MONUMENTED       USGS
 FR0083  HISTORY     - 1932     GOOD             NGS
 FR0083
 FR0083                          STATION DESCRIPTION
 FR0083
 FR0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0083'0.25 MI S FROM ROCK BUTTE.
 FR0083'0.25 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0083'ROCK BUTTE SIDING, YAVAPAI COUNTY, 3 FEET NORTH OF MILEPOST 16, AT A
 FR0083'ROAD CROSSING, AND 40 FEET WEST OF THE TRACK.  A UNITED STATES
 FR0083'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 FR0083'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0019 ***********************************************************************
 CZ0019  DESIGNATION -  4928.25
 CZ0019  PID         -  CZ0019
 CZ0019  STATE/COUNTY-  AZ/COCHISE
 CZ0019  USGS QUAD   -  DRAGOON (1995)
 CZ0019
 CZ0019                         *CURRENT SURVEY CONTROL
 CZ0019  ___________________________________________________________________
 CZ0019* NAD 83(1986)-  32 04 00.     (N)    110 04 14.     (W)     SCALED    
 CZ0019* NAVD 88     -      1502.75   (+/-2cm)    4930.3    (feet)  VERTCON   
 CZ0019  ___________________________________________________________________
 CZ0019  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CZ0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0019
 CZ0019.The horizontal coordinates were scaled from a topographic map and have
 CZ0019.an estimated accuracy of +/- 6 seconds.
 CZ0019
 CZ0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0019.The vertical order pertains to the NGVD 29 superseded value.
 CZ0019
 CZ0019.The geoid height was determined by GEOID03.
 CZ0019
 CZ0019;                    North         East    Units  Estimated Accuracy
 CZ0019;SPC AZ E     -   118,260.      222,430.      MT  (+/- 180 meters Scaled)
 CZ0019
 CZ0019                          SUPERSEDED SURVEY CONTROL
 CZ0019
 CZ0019  NGVD 29 (??/??/92) 1501.862  (m)         4927.36   (f) ADJ UNCH    2 0
 CZ0019
 CZ0019.Superseded values are not recommended for survey control.
 CZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0019.See file dsdata.txt to determine how the superseded data were derived.
 CZ0019
 CZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA877482(NAD 83)
 CZ0019_MARKER: DD = SURVEY DISK
 CZ0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0019_SP_SET: HEADWALL
 CZ0019_STAMPING: 4928.25 818+19.40 1957
 CZ0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0019
 CZ0019  HISTORY     - Date     Condition        Report By
 CZ0019  HISTORY     - 1957     MONUMENTED       AZHD
 CZ0019  HISTORY     - 1960     GOOD             NGS
 CZ0019  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0019
 CZ0019                          STATION DESCRIPTION
 CZ0019
 CZ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0019'16.35 MI E FROM BENSON.
 CZ0019'16.35 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0019'HIGHWAY 86, 0.2 MILE WEST OF MILEPOST 309, ABOUT 0.2 MILE NORTHEAST OF
 CZ0019'THE TEXAS SUMMIT, 31 FEET NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CZ0019'TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE NORTHWEST
 CZ0019'HEADWALL, ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 CZ0019
 CZ0019                          STATION RECOVERY (1979)
 CZ0019
 CZ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0019'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0044 ***********************************************************************
 ES0044  DESIGNATION -  4932.92
 ES0044  PID         -  ES0044
 ES0044  STATE/COUNTY-  AZ/NAVAJO
 ES0044  USGS QUAD   -  APACHE BUTTE (1986)
 ES0044
 ES0044                         *CURRENT SURVEY CONTROL
 ES0044  ___________________________________________________________________
 ES0044* NAD 83(1986)-  34 58 16.     (N)    110 28 48.     (W)     SCALED    
 ES0044* NAVD 88     -      1504.688  (meters)    4936.63   (feet)  ADJUSTED  
 ES0044  ___________________________________________________________________
 ES0044  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0044  DYNAMIC HT  -        1502.671 (meters)    4930.01  (feet)  COMP
 ES0044  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 ES0044
 ES0044  VERT ORDER  -  FIRST     CLASS II
 ES0044
 ES0044.The horizontal coordinates were scaled from a topographic map and have
 ES0044.an estimated accuracy of +/- 6 seconds.
 ES0044
 ES0044.The orthometric height was determined by differential leveling
 ES0044.and adjusted in June 1991.
 ES0044
 ES0044.The geoid height was determined by GEOID03.
 ES0044
 ES0044.The dynamic height is computed by dividing the NAVD 88
 ES0044.geopotential number by the normal gravity value computed on the
 ES0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0044.degrees latitude (g = 980.6199 gals.).
 ES0044
 ES0044.The modeled gravity was interpolated from observed gravity values.
 ES0044
 ES0044;                    North         East    Units  Estimated Accuracy
 ES0044;SPC AZ E     -   440,410.      184,750.      MT  (+/- 180 meters Scaled)
 ES0044
 ES0044                          SUPERSEDED SURVEY CONTROL
 ES0044
 ES0044  NGVD 29 (??/??/92) 1503.916  (m)         4934.10   (f) ADJ UNCH    1 2
 ES0044
 ES0044.Superseded values are not recommended for survey control.
 ES0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0044.See file dsdata.txt to determine how the superseded data were derived.
 ES0044
 ES0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD474699(NAD 83)
 ES0044_MARKER: DD = SURVEY DISK
 ES0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0044_SP_SET: CULVERT
 ES0044_STAMPING: 4932.92 1938 + 19 1932
 ES0044_MARK LOGO: AZHD  
 ES0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0044
 ES0044  HISTORY     - Date     Condition        Report By
 ES0044  HISTORY     - 1938     MONUMENTED       AZHD
 ES0044  HISTORY     - 1959     GOOD             NGS
 ES0044  HISTORY     - 1983     GOOD             NGS
 ES0044
 ES0044                          STATION DESCRIPTION
 ES0044
 ES0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0044'13.9 MI E FROM WINSLOW.
 ES0044'13.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0044'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0044'POST OFFICE AT WINSLOW, NAVAJO COUNTY, ABOUT 0.15 MILE WEST OF
 ES0044'MILEPOST 287, 16 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND CEMENTED
 ES0044'IN THE CENTER OF A 12-FOOT CONCRETE CULVERT.
 ES0044
 ES0044                          STATION RECOVERY (1983)
 ES0044
 ES0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0044'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0044'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0045 ***********************************************************************
 ES0045  DESIGNATION -  4933.62
 ES0045  PID         -  ES0045
 ES0045  STATE/COUNTY-  AZ/NAVAJO
 ES0045  USGS QUAD   -  APACHE BUTTE (1986)
 ES0045
 ES0045                         *CURRENT SURVEY CONTROL
 ES0045  ___________________________________________________________________
 ES0045* NAD 83(1986)-  34 58 18.     (N)    110 27 44.     (W)     SCALED    
 ES0045* NAVD 88     -      1504.891  (meters)    4937.30   (feet)  ADJUSTED  
 ES0045  ___________________________________________________________________
 ES0045  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0045  DYNAMIC HT  -        1502.875 (meters)    4930.68  (feet)  COMP
 ES0045  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 ES0045
 ES0045  VERT ORDER  -  FIRST     CLASS II
 ES0045
 ES0045.The horizontal coordinates were scaled from a topographic map and have
 ES0045.an estimated accuracy of +/- 6 seconds.
 ES0045
 ES0045.The orthometric height was determined by differential leveling
 ES0045.and adjusted in June 1991.
 ES0045.WARNING-Repeat measurements at this control monument indicate possible
 ES0045.vertical movement.
 ES0045
 ES0045.The geoid height was determined by GEOID03.
 ES0045
 ES0045.The dynamic height is computed by dividing the NAVD 88
 ES0045.geopotential number by the normal gravity value computed on the
 ES0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0045.degrees latitude (g = 980.6199 gals.).
 ES0045
 ES0045.The modeled gravity was interpolated from observed gravity values.
 ES0045
 ES0045;                    North         East    Units  Estimated Accuracy
 ES0045;SPC AZ E     -   440,470.      186,370.      MT  (+/- 180 meters Scaled)
 ES0045
 ES0045                          SUPERSEDED SURVEY CONTROL
 ES0045
 ES0045.No superseded survey control is available for this station.
 ES0045
 ES0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD490700(NAD 83)
 ES0045_MARKER: DD = SURVEY DISK
 ES0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0045_SP_SET: BRIDGE
 ES0045_STAMPING: 4933.62 1887 + 52
 ES0045_MARK LOGO: AZHD  
 ES0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0045
 ES0045  HISTORY     - Date     Condition        Report By
 ES0045  HISTORY     - UNK      MONUMENTED       AZHD
 ES0045  HISTORY     - 1959     GOOD             NGS
 ES0045  HISTORY     - 1983     GOOD             NGS
 ES0045
 ES0045                          STATION DESCRIPTION
 ES0045
 ES0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0045'14.9 MI E FROM WINSLOW.
 ES0045'14.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0045'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0045'POST OFFICE AT WINSLOW, NAVAJO COUNTY, 18 FEET NORTH OF THE CENTERLINE
 ES0045'OF THE HIGHWAY, 0.15 MILE WEST OF MILEPOST 288, AND SET IN THE CENTER
 ES0045'OF THE NORTH HEADWALL OF A 44-FOOT BRIDGE.
 ES0045
 ES0045                          STATION RECOVERY (1983)
 ES0045
 ES0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0045'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0045'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.  ADD 54.9 METERS
 ES0045'(180.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 ES0045'INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0287 ***********************************************************************
 ES0287  DESIGNATION -  4937
 ES0287  PID         -  ES0287
 ES0287  STATE/COUNTY-  AZ/GILA
 ES0287  USGS QUAD   -  PAYSON NORTH (1973)
 ES0287
 ES0287                         *CURRENT SURVEY CONTROL
 ES0287  ___________________________________________________________________
 ES0287* NAD 83(1986)-  34 16 40.     (N)    111 19 26.     (W)     SCALED    
 ES0287* NAVD 88     -       459.51   (+/-2cm)    1507.6    (feet)  VERTCON   
 ES0287  ___________________________________________________________________
 ES0287  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ES0287  VERT ORDER  -  THIRD (See Below)
 ES0287
 ES0287.The horizontal coordinates were scaled from a topographic map and have
 ES0287.an estimated accuracy of +/- 6 seconds.
 ES0287
 ES0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0287.The vertical order pertains to the NGVD 29 superseded value.
 ES0287
 ES0287.The geoid height was determined by GEOID03.
 ES0287
 ES0287;                    North         East    Units  Estimated Accuracy
 ES0287;SPC AZ E     -   364,070.      106,810.      MT  (+/- 180 meters Scaled)
 ES0287
 ES0287                          SUPERSEDED SURVEY CONTROL
 ES0287
 ES0287  NGVD 29 (??/??/??)  458.75   (m)         1505.1    (f) RESET       3  
 ES0287
 ES0287.Superseded values are not recommended for survey control.
 ES0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0287.See file dsdata.txt to determine how the superseded data were derived.
 ES0287
 ES0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701930(NAD 83)
 ES0287_MARKER: Z = SEE DESCRIPTION
 ES0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0287_SP_SET: TREE
 ES0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0287
 ES0287  HISTORY     - Date     Condition        Report By
 ES0287  HISTORY     - UNK      MONUMENTED       USGS
 ES0287  HISTORY     - 1933     GOOD             NGS
 ES0287  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0287  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0287
 ES0287                          STATION DESCRIPTION
 ES0287
 ES0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0287'3.7 MI NW FROM PAYSON.
 ES0287'AT SIDE OF HIGHWAY, 2.6 MILES SOUTHEAST OF EAST VERDE RIVER HIGHWAY
 ES0287'BRIDGE, 300 FEET NORTH OF STREAM CROSSING, 75 FEET EAST OF ASH CREEK,
 ES0287'40 FEET EAST OF HIGHWAY CENTER-LINE, ON BASE OF JUNIPER TREE.
 ES0287
 ES0287                          STATION RECOVERY (2005)
 ES0287
 ES0287'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0287'MARK NOT FOUND.
 ES0287
 ES0287                          STATION RECOVERY (2008)
 ES0287
 ES0287'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0287'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0287'MARK. NOTHING UNUSUAL NOTED ABOUT ANY OF THE JUNIPER TREES IN THE
 ES0287'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0263 ***********************************************************************
 ES0263  DESIGNATION -  4938.86
 ES0263  PID         -  ES0263
 ES0263  STATE/COUNTY-  AZ/NAVAJO
 ES0263  USGS QUAD   -  APACHE BUTTE (1986)
 ES0263
 ES0263                         *CURRENT SURVEY CONTROL
 ES0263  ___________________________________________________________________
 ES0263* NAD 83(1986)-  34 58 12.     (N)    110 29 53.     (W)     SCALED    
 ES0263* NAVD 88     -      1506.523  (meters)    4942.65   (feet)  ADJUSTED  
 ES0263  ___________________________________________________________________
 ES0263  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0263  DYNAMIC HT  -        1504.502 (meters)    4936.02  (feet)  COMP
 ES0263  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 ES0263
 ES0263  VERT ORDER  -  FIRST     CLASS II
 ES0263
 ES0263.The horizontal coordinates were scaled from a topographic map and have
 ES0263.an estimated accuracy of +/- 6 seconds.
 ES0263
 ES0263.The orthometric height was determined by differential leveling
 ES0263.and adjusted in June 1991.
 ES0263
 ES0263.The geoid height was determined by GEOID03.
 ES0263
 ES0263.The dynamic height is computed by dividing the NAVD 88
 ES0263.geopotential number by the normal gravity value computed on the
 ES0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0263.degrees latitude (g = 980.6199 gals.).
 ES0263
 ES0263.The modeled gravity was interpolated from observed gravity values.
 ES0263
 ES0263;                    North         East    Units  Estimated Accuracy
 ES0263;SPC AZ E     -   440,300.      183,100.      MT  (+/- 180 meters Scaled)
 ES0263
 ES0263                          SUPERSEDED SURVEY CONTROL
 ES0263
 ES0263  NGVD 29 (??/??/92) 1505.745  (m)         4940.10   (f) ADJ UNCH    1 2
 ES0263
 ES0263.Superseded values are not recommended for survey control.
 ES0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0263.See file dsdata.txt to determine how the superseded data were derived.
 ES0263
 ES0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD458698(NAD 83)
 ES0263_MARKER: DD = SURVEY DISK
 ES0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0263_SP_SET: BRIDGE
 ES0263_STAMPING: 4938.86 1922 + 573 1932
 ES0263_MARK LOGO: AZHD  
 ES0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0263
 ES0263  HISTORY     - Date     Condition        Report By
 ES0263  HISTORY     - 1932     MONUMENTED       AZHD
 ES0263  HISTORY     - 1959     GOOD             NGS
 ES0263  HISTORY     - 1983     GOOD             NGS
 ES0263
 ES0263                          STATION DESCRIPTION
 ES0263
 ES0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0263'12.9 MI E FROM WINSLOW.
 ES0263'12.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0263'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0263'POST OFFICE AT WINSLOW, 0.15 MILE WEST OF MILEPOST 286, 14.5 FEET
 ES0263'NORTH OF THE CENTERLINE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE
 ES0263'NORTH HEADWALL OF A 24-FOOT CONCRETE BRIDGE USED AS A STOCK UNDERPASS.
 ES0263
 ES0263                          STATION RECOVERY (1983)
 ES0263
 ES0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0263'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0263'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0047 ***********************************************************************
 ET0047  DESIGNATION -  4942
 ET0047  PID         -  ET0047
 ET0047  STATE/COUNTY-  AZ/YAVAPAI
 ET0047  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0047
 ET0047                         *CURRENT SURVEY CONTROL
 ET0047  ___________________________________________________________________
 ET0047* NAD 83(1986)-  34 38 58.     (N)    112 24 29.     (W)     SCALED    
 ET0047* NAVD 88     -      1509.631  (meters)    4952.85   (feet)  POSTED    
 ET0047  ___________________________________________________________________
 ET0047  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0047  DYNAMIC HT  -        1507.590 (meters)    4946.15  (feet)  COMP
 ET0047  MODELED GRAV-     979,230.0   (mgal)                       NAVD 88
 ET0047
 ET0047  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0047
 ET0047.The horizontal coordinates were scaled from a topographic map and have
 ET0047.an estimated accuracy of +/- 6 seconds.
 ET0047
 ET0047.The orthometric height was determined by differential leveling
 ET0047.and adjusted in November 2005.
 ET0047.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0047.rate of 0.0 thru 1.0 mm/km.
 ET0047
 ET0047.The geoid height was determined by GEOID03.
 ET0047
 ET0047.The dynamic height is computed by dividing the NAVD 88
 ET0047.geopotential number by the normal gravity value computed on the
 ET0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0047.degrees latitude (g = 980.6199 gals.).
 ET0047
 ET0047.The modeled gravity was interpolated from observed gravity values.
 ET0047
 ET0047;                    North         East    Units  Estimated Accuracy
 ET0047;SPC AZ C     -   404,800.      168,320.      MT  (+/- 180 meters Scaled)
 ET0047
 ET0047                          SUPERSEDED SURVEY CONTROL
 ET0047
 ET0047  NGVD 29 (??/??/92) 1508.812  (m)         4950.16   (f) ADJ UNCH    1 2
 ET0047
 ET0047.Superseded values are not recommended for survey control.
 ET0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0047.See file dsdata.txt to determine how the superseded data were derived.
 ET0047
 ET0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709350(NAD 83)
 ET0047_MARKER: P = PIPE CAP
 ET0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0047
 ET0047  HISTORY     - Date     Condition        Report By
 ET0047  HISTORY     - UNK      MONUMENTED       USGS
 ET0047  HISTORY     - 1933     GOOD             NGS
 ET0047  HISTORY     - 19970628 GOOD             USPSQD
 ET0047
 ET0047                          STATION DESCRIPTION
 ET0047
 ET0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0047'9.2 MI N FROM PRESCOTT.
 ET0047'IRON POST, ON A. T. AND S. F. RIGHT OF WAY, 3.1 MILES NORTH OF ENTRO
 ET0047'RAILROAD JUNCTION, 0.5 MILES NORTH OF GRANITE CREEK RAILROAD BRIDGE,
 ET0047'0.1 MILES NORTH OF MILEPOST 48, NORTH BANK OF SMALL WASH, 45 FEET WEST
 ET0047'OF RAILROAD CENTER-LINE.
 ET0047
 ET0047                          STATION RECOVERY (1997)
 ET0047
 ET0047'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0598 ***********************************************************************
 DA0598  DESIGNATION -  4954+66
 DA0598  PID         -  DA0598
 DA0598  STATE/COUNTY-  AZ/MARICOPA
 DA0598  USGS QUAD   -  SMURR (1973)
 DA0598
 DA0598                         *CURRENT SURVEY CONTROL
 DA0598  ___________________________________________________________________
 DA0598* NAD 83(1986)-  32 56 17.     (N)    112 45 45.     (W)     SCALED    
 DA0598* NAVD 88     -       220.41   (+/-2cm)     723.1    (feet)  VERTCON   
 DA0598  ___________________________________________________________________
 DA0598  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DA0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0598
 DA0598.The horizontal coordinates were scaled from a topographic map and have
 DA0598.an estimated accuracy of +/- 6 seconds.
 DA0598
 DA0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0598.The vertical order pertains to the NGVD 29 superseded value.
 DA0598
 DA0598.The geoid height was determined by GEOID03.
 DA0598
 DA0598;                    North         East    Units  Estimated Accuracy
 DA0598;SPC AZ C     -   215,200.      134,270.      MT  (+/- 180 meters Scaled)
 DA0598
 DA0598                          SUPERSEDED SURVEY CONTROL
 DA0598
 DA0598  NGVD 29 (??/??/92)  219.834  (m)          721.24   (f) ADJ UNCH    1 2
 DA0598
 DA0598.Superseded values are not recommended for survey control.
 DA0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0598.See file dsdata.txt to determine how the superseded data were derived.
 DA0598
 DA0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB352457(NAD 83)
 DA0598_MARKER: DD = SURVEY DISK
 DA0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0598_SP_SET: BRIDGE
 DA0598_STAMPING: 4954 + 66-7 721.30 1934
 DA0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0598
 DA0598  HISTORY     - Date     Condition        Report By
 DA0598  HISTORY     - 1934     MONUMENTED       AZHD
 DA0598  HISTORY     - 1960     GOOD             NGS
 DA0598  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0598  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0598  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DA0598
 DA0598                          STATION DESCRIPTION
 DA0598
 DA0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0598'2.7 MI W FROM GILA BEND.
 DA0598'2.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0598'AT GILA BEND, IN THE TOP OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE
 DA0598'ON ABANDONED U.S. HIGHWAY 80, 14.2 FEET SOUTH OF THE CENTERLINE OF THE
 DA0598'HIGHWAY, 16.7 FEET EAST OF THE WEST END OF THE BRIDGE, 16.5 FEET WEST
 DA0598'OF THE EAST END OF THE BRIDGE AND 0.6 FOOT ABOVE THE ROADWAY.
 DA0598
 DA0598                          STATION RECOVERY (1980)
 DA0598
 DA0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0598'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0598'HIGHWAY 8, MARK BELIEVED DESTROYED.
 DA0598
 DA0598                          STATION RECOVERY (1980)
 DA0598
 DA0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0598'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0598'HIGHWAY 8, MARK BELIEVED DESTROYED.
 DA0598
 DA0598                          STATION RECOVERY (2007)
 DA0598
 DA0598'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0598'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DA0598'MARK.
 DA0598'THE BRIDGE HAS BEEN REBUILT, AND THE MARK HAS BEEN REPLACES WITH A
 DA0598'NEWER STYLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0055 ***********************************************************************
 ES0055  DESIGNATION -  4969.92
 ES0055  PID         -  ES0055
 ES0055  STATE/COUNTY-  AZ/NAVAJO
 ES0055  USGS QUAD   -  JOSEPH CITY (1986)
 ES0055
 ES0055                         *CURRENT SURVEY CONTROL
 ES0055  ___________________________________________________________________
 ES0055* NAD 83(1986)-  34 57 35.     (N)    110 22 28.     (W)     SCALED    
 ES0055* NAVD 88     -      1515.852  (meters)    4973.26   (feet)  ADJUSTED  
 ES0055  ___________________________________________________________________
 ES0055  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0055  DYNAMIC HT  -        1513.819 (meters)    4966.59  (feet)  COMP
 ES0055  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 ES0055
 ES0055  VERT ORDER  -  SECOND    CLASS 0
 ES0055
 ES0055.The horizontal coordinates were scaled from a topographic map and have
 ES0055.an estimated accuracy of +/- 6 seconds.
 ES0055
 ES0055.The orthometric height was determined by differential leveling
 ES0055.and adjusted in June 1991.
 ES0055
 ES0055.The geoid height was determined by GEOID03.
 ES0055
 ES0055.The dynamic height is computed by dividing the NAVD 88
 ES0055.geopotential number by the normal gravity value computed on the
 ES0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0055.degrees latitude (g = 980.6199 gals.).
 ES0055
 ES0055.The modeled gravity was interpolated from observed gravity values.
 ES0055
 ES0055;                    North         East    Units  Estimated Accuracy
 ES0055;SPC AZ E     -   439,130.      194,390.      MT  (+/- 180 meters Scaled)
 ES0055
 ES0055                          SUPERSEDED SURVEY CONTROL
 ES0055
 ES0055  NGVD 29 (??/??/92) 1515.076  (m)         4970.71   (f) ADJ UNCH    2 0
 ES0055
 ES0055.Superseded values are not recommended for survey control.
 ES0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0055.See file dsdata.txt to determine how the superseded data were derived.
 ES0055
 ES0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD571687(NAD 83)
 ES0055_MARKER: DD = SURVEY DISK
 ES0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0055_SP_SET: BRIDGE
 ES0055_STAMPING: 4969.92 1605.521 1932
 ES0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0055
 ES0055  HISTORY     - Date     Condition        Report By
 ES0055  HISTORY     - 1932     MONUMENTED       AZHD
 ES0055  HISTORY     - 1959     GOOD             NGS
 ES0055  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0055
 ES0055                          STATION DESCRIPTION
 ES0055
 ES0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0055'2.3 MI W FROM JOSEPH CITY.
 ES0055'2.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0055'CITY, NAVAJO COUNTY, 0.1 MILE EAST OF MILEPOST 293, 15 FEET NORTH OF
 ES0055'THE CENTER OF THE HIGHWAY, AND CEMENTED IN THE CENTER OF THE NORTH
 ES0055'HEADWALL OF A 45-FOOT CONCRETE BRIDGE.
 ES0055
 ES0055                          STATION RECOVERY (1983)
 ES0055
 ES0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0599 ***********************************************************************
 DA0599  DESIGNATION -  4975+66.7
 DA0599  PID         -  DA0599
 DA0599  STATE/COUNTY-  AZ/MARICOPA
 DA0599  USGS QUAD   -  SMURR (1973)
 DA0599
 DA0599                         *CURRENT SURVEY CONTROL
 DA0599  ___________________________________________________________________
 DA0599* NAD 83(1986)-  32 56 21.     (N)    112 45 22.     (W)     SCALED    
 DA0599* NAVD 88     -       220.09   (+/-2cm)     722.1    (feet)  VERTCON   
 DA0599  ___________________________________________________________________
 DA0599  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0599  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0599
 DA0599.The horizontal coordinates were scaled from a topographic map and have
 DA0599.an estimated accuracy of +/- 6 seconds.
 DA0599
 DA0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0599.The vertical order pertains to the NGVD 29 superseded value.
 DA0599
 DA0599.The geoid height was determined by GEOID03.
 DA0599
 DA0599;                    North         East    Units  Estimated Accuracy
 DA0599;SPC AZ C     -   215,320.      134,860.      MT  (+/- 180 meters Scaled)
 DA0599
 DA0599                          SUPERSEDED SURVEY CONTROL
 DA0599
 DA0599  NGVD 29 (??/??/92)  219.514  (m)          720.19   (f) ADJ UNCH    1 2
 DA0599
 DA0599.Superseded values are not recommended for survey control.
 DA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0599.See file dsdata.txt to determine how the superseded data were derived.
 DA0599
 DA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB358459(NAD 83)
 DA0599_MARKER: DD = SURVEY DISK
 DA0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0599_SP_SET: BRIDGE
 DA0599_STAMPING: 4975 + 66.7 720.28 1934
 DA0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0599
 DA0599  HISTORY     - Date     Condition        Report By
 DA0599  HISTORY     - 1934     MONUMENTED       AZHD
 DA0599  HISTORY     - 1960     GOOD             NGS
 DA0599  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0599  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0599  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DA0599
 DA0599                          STATION DESCRIPTION
 DA0599
 DA0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0599'2.3 MI W FROM GILA BEND.
 DA0599'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0599'AT GILA BEND, IN THE TOP OF THE SOUTH GUARD RAIL OF A HIGHWAY BRIDGE
 DA0599'ON ABANDONED U.S. HIGHWAY 80, 14 FEET SOUTH OF THE CENTERLINE OF THE
 DA0599'HIGHWAY, 17 FEET EAST OF THE WEST END OF THE BRIDGE, 16.5 FEET WEST OF
 DA0599'THE EAST END OF THE BRIDGE AND 1 FOOT ABOVE THE ROADWAY.
 DA0599
 DA0599                          STATION RECOVERY (1980)
 DA0599
 DA0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0599'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0599'HIGHWAY 8, MARK BELIVED DESTROYED.
 DA0599
 DA0599                          STATION RECOVERY (1980)
 DA0599
 DA0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0599'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT FOR INTERSTATE
 DA0599'HIGHWAY 8, MARK BELIVED DESTROYED.
 DA0599
 DA0599                          STATION RECOVERY (2007)
 DA0599
 DA0599'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0599'THE BRIDGE AT THE DESCRIBED LOCATION IS NOT FROM 1934, BUT IS MUCH
 DA0599'NEWER. THERE IS A DISK MOUNTED THERE, BUT IT IS STAMPED 720.33, AND IS
 DA0599'THEREFORE NOT THE CORRECT DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0805 ***********************************************************************
 DW0805  DESIGNATION -  499.03
 DW0805  PID         -  DW0805
 DW0805  STATE/COUNTY-  AZ/LA PAZ
 DW0805  USGS QUAD   -  LA PAZ MTN (1970)
 DW0805
 DW0805                         *CURRENT SURVEY CONTROL
 DW0805  ___________________________________________________________________
 DW0805* NAD 83(1986)-  33 37 57.     (N)    114 27 38.     (W)     SCALED    
 DW0805* NAVD 88     -       152.87   (+/-2cm)     501.5    (feet)  VERTCON   
 DW0805  ___________________________________________________________________
 DW0805  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0805  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0805
 DW0805.The horizontal coordinates were scaled from a topographic map and have
 DW0805.an estimated accuracy of +/- 6 seconds.
 DW0805
 DW0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0805.The vertical order pertains to the NGVD 29 superseded value.
 DW0805
 DW0805.The geoid height was determined by GEOID03.
 DW0805
 DW0805;                    North         East    Units  Estimated Accuracy
 DW0805;SPC AZ W     -   292,130.      147,440.      MT  (+/- 180 meters Scaled)
 DW0805
 DW0805                          SUPERSEDED SURVEY CONTROL
 DW0805
 DW0805  NGVD 29 (??/??/??)  152.198  (m)          499.34   (f) ADJUSTED    1 2
 DW0805
 DW0805.Superseded values are not recommended for survey control.
 DW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0805.See file dsdata.txt to determine how the superseded data were derived.
 DW0805
 DW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT355243(NAD 83)
 DW0805_MARKER: DD = SURVEY DISK
 DW0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0805_SP_SET: HEADWALL
 DW0805_STAMPING: 499.03 250+60
 DW0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0805
 DW0805  HISTORY     - Date     Condition        Report By
 DW0805  HISTORY     - UNK      MONUMENTED       AZHD
 DW0805  HISTORY     - 1934     GOOD             NGS
 DW0805  HISTORY     - 1965     GOOD             AMS
 DW0805  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0805
 DW0805                          STATION DESCRIPTION
 DW0805
 DW0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0805'8.5 MI E FROM BLYTHE.
 DW0805'IN YUMA COUNTY, ARIZONA, 8.5 MILES EAST ALONG U.S. HIGHWAY 60
 DW0805'FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA, AT
 DW0805'STATION 250+60, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE
 DW0805'TOP OF THE NORTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0805'STANDARD DISK, STAMPED 499.03 250+60.
 DW0805
 DW0805                          STATION RECOVERY (1965)
 DW0805
 DW0805'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0805'RECOVERED IN GOOD CONDITION.
 DW0805
 DW0805                          STATION RECOVERY (1981)
 DW0805
 DW0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0805'NOT RECOVERED. NOTE-THE HEADWALL DESCRIBED HAS BEEN DESTROYED, MARK
 DW0805'BELIEVED LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0332 ***********************************************************************
 DU0332  DESIGNATION -  4992.74
 DU0332  PID         -  DU0332
 DU0332  STATE/COUNTY-  AZ/GILA
 DU0332  USGS QUAD   -  CHROME BUTTE (1966)
 DU0332
 DU0332                         *CURRENT SURVEY CONTROL
 DU0332  ___________________________________________________________________
 DU0332* NAD 83(1986)-  33 32 21.     (N)    110 42 43.     (W)     SCALED    
 DU0332* NAVD 88     -      1522.008  (meters)    4993.45   (feet)  ADJUSTED  
 DU0332  ___________________________________________________________________
 DU0332  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DU0332  DYNAMIC HT  -        1519.855 (meters)    4986.39  (feet)  COMP
 DU0332  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 DU0332
 DU0332  VERT ORDER  -  SECOND    CLASS 0
 DU0332
 DU0332.The horizontal coordinates were scaled from a topographic map and have
 DU0332.an estimated accuracy of +/- 6 seconds.
 DU0332
 DU0332.The orthometric height was determined by differential leveling
 DU0332.and adjusted in June 1991.
 DU0332
 DU0332.The geoid height was determined by GEOID03.
 DU0332
 DU0332.The dynamic height is computed by dividing the NAVD 88
 DU0332.geopotential number by the normal gravity value computed on the
 DU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0332.degrees latitude (g = 980.6199 gals.).
 DU0332
 DU0332.The modeled gravity was interpolated from observed gravity values.
 DU0332
 DU0332;                    North         East    Units  Estimated Accuracy
 DU0332;SPC AZ E     -   281,680.      162,720.      MT  (+/- 180 meters Scaled)
 DU0332
 DU0332                          SUPERSEDED SURVEY CONTROL
 DU0332
 DU0332  NGVD 29 (??/??/92) 1521.310  (m)         4991.16   (f) ADJ UNCH    2 0
 DU0332
 DU0332.Superseded values are not recommended for survey control.
 DU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0332.See file dsdata.txt to determine how the superseded data were derived.
 DU0332
 DU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC267110(NAD 83)
 DU0332_MARKER: DD = SURVEY DISK
 DU0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0332_SP_SET: CULVERT
 DU0332_STAMPING: STA 694+49 EL 4992.74
 DU0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0332
 DU0332  HISTORY     - Date     Condition        Report By
 DU0332  HISTORY     - UNK      MONUMENTED       AZHD
 DU0332  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0332
 DU0332                          STATION DESCRIPTION
 DU0332
 DU0332'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0332'14.3 MI NE FROM GLOBE.
 DU0332'14.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, IN
 DU0332'THE TOP OF THE CENTER OF A CONCRETE CULVERT, AND 14 FEET WEST OF THE
 DU0332'CENTER LINE OF THE HIGHWAY.  NOTE-- CULVERTS WERE CAREFULLY EXAMINED
 DU0332'IN AN AREA THAT COVERED 1/4 MILE ABOVE AND BELOW THE DISIGNATED AREA
 DU0332'OF THE BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1001 ***********************************************************************
 CG1001  DESIGNATION -  4997=SAN RAFAEL
 CG1001  PID         -  CG1001
 CG1001  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1001  USGS QUAD   -  CANELO PASS (1958)
 CG1001
 CG1001                         *CURRENT SURVEY CONTROL
 CG1001  ___________________________________________________________________
 CG1001* NAD 83(1992)-  31 27 57.63356(N)    110 34 41.08421(W)     ADJUSTED  
 CG1001* NAVD 88     -      1528.04   (+/-2cm)    5013.2    (feet)  VERTCON   
 CG1001  ___________________________________________________________________
 CG1001  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 CG1001  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CG1001  HORZ ORDER  -  SECOND
 CG1001  VERT ORDER  -  THIRD ? (See Below)
 CG1001
 CG1001.The horizontal coordinates were established by classical geodetic methods
 CG1001.and adjusted by the National Geodetic Survey in August 1993.
 CG1001
 CG1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1001.The vertical order pertains to the NGVD 29 superseded value.
 CG1001
 CG1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1001
 CG1001.The geoid height was determined by GEOID03.
 CG1001
 CG1001;                    North         East     Units Scale Factor Converg.
 CG1001;SPC AZ C     -    52,438.656   340,567.510   MT  1.00009952   +0 41 55.8
 CG1001;SPC AZ C     -   172,042.83  1,117,347.47   iFT  1.00009952   +0 41 55.8
 CG1001;SPC AZ E     -    51,736.178   174,264.501   MT  0.99991885   -0 12 53.1
 CG1001;SPC AZ E     -   169,738.12    571,733.93   iFT  0.99991885   -0 12 53.1
 CG1001;UTM  12      - 3,481,326.379   540,082.100   MT  0.99961981   +0 13 12.9
 CG1001
 CG1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1001!SPC AZ C     -   0.99976457  x   1.00009952  =   0.99986407
 CG1001!SPC AZ E     -   0.99976457  x   0.99991885  =   0.99968344
 CG1001!UTM  12      -   0.99976457  x   0.99961981  =   0.99938447
 CG1001
 CG1001:                Primary Azimuth Mark                     Grid Az
 CG1001:SPC AZ C     -  SAN RAFAEL AZ MK                         013 13 13.2
 CG1001:SPC AZ E     -  SAN RAFAEL AZ MK                         014 08 02.1
 CG1001:UTM  12      -  SAN RAFAEL AZ MK                         013 41 56.1
 CG1001
 CG1001|---------------------------------------------------------------------|
 CG1001| PID    Reference Object                     Distance      Geod. Az  |
 CG1001|                                                           dddmmss.s |
 CG1001| CC8189 SAN RAFAEL AZ MK                                   0135509.0 |
 CG1001| CC8190 SAN RAFAEL RM 1                      10.552 METERS 16732     |
 CG1001| CC8191 SAN RAFAEL RM 2                      11.851 METERS 28157     |
 CG1001|---------------------------------------------------------------------|
 CG1001
 CG1001                          SUPERSEDED SURVEY CONTROL
 CG1001
 CG1001  NAD 83(1986)-  31 27 57.62199(N)    110 34 41.07535(W) AD(       ) 2
 CG1001  NAD 27      -  31 27 57.27500(N)    110 34 38.77000(W) AD(       ) 2
 CG1001  NGVD 29 (07/19/86) 1527.10   (m)         5010.2    (f) LEVELING    3  
 CG1001
 CG1001.Superseded values are not recommended for survey control.
 CG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1001.See file dsdata.txt to determine how the superseded data were derived.
 CG1001
 CG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV4008281326(NAD 83)
 CG1001_MARKER: P = PIPE CAP
 CG1001_SETTING: 0 = UNSPECIFIED SETTING
 CG1001
 CG1001  HISTORY     - Date     Condition        Report By
 CG1001  HISTORY     - 1938     MONUMENTED       CGS
 CG1001  HISTORY     - 1947     GOOD             AMS
 CG1001  HISTORY     - 1967     GOOD             CGS
 CG1001
 CG1001                          STATION DESCRIPTION
 CG1001
 CG1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1001'STATION IS A STANDARD U.S.G.S. BENCH MARK PIPE AND CAP, STAMPED
 CG1001'DATUM NOGLS, ELEVATION 4997 FEET, AT THE W SIDE OF THE GRADED
 CG1001'COUNTY ROAD OVER CANELO PASS AND IS ABOUT 12 MILES ESE OF
 CG1001'PATAGONIA AND 2 MILES ENE OF THE SAN RAFAEL SCHOOLHOUSE.  IT
 CG1001'IS ON A GRASSY FLAT IN THE TRIANGLE FORMED BY TRACK ROAD WESTERLY
 CG1001'AND THE MAIN CANELO-PATAGONIA ROAD.  IT IS 29.1 METERS S OF THE
 CG1001'INTERSECTION OF THE TRACK ROAD AND THE MAIN ROAD, 6.53 METERS
 CG1001'W OF MAIN ROAD CENTER LINE AND 3.80 METERS E OF TRACK ROAD
 CG1001'CENTER LINE.
 CG1001'
 CG1001'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CG1001'
 CG1001'TO REACH FROM FORT HUACHUCA, AT THE INTERSECTION OF THE CANELO
 CG1001'PASS ROAD AND THE MAIN PAVED ROAD N FROM FORT, AT THE Q M C FILLING
 CG1001'STATION, TAKE THE GRADED DIRT ROAD (CANELO PASS ROAD), GENERALLY
 CG1001'W AND SOUTHWESTERLY FOR 5.3 MILES TO A Y-FORK.  TAKE LEFT
 CG1001'FORK, WESTERLY, AND AT 2.2 MILES PASS OVER CATTLE GUARD AND
 CG1001'ENTRANCE TO CORONADO NATIONAL FOREST.  CONTINUE 4.85 MILES TO
 CG1001'T-ROAD.  CONTINUE ON MAIN ROAD RIGHT 0.25 MILE AND AT SIGN
 CG1001'SUNNYSIDE 17, CANELO 2, ELGIN 13 AFTER PASSING SCHOOLHOUSE,
 CG1001'TAKE RIGHT FORK, WESTERLY, PASSING ENTRANCE TO CANELO RANGER
 CG1001'STATION AT 0.2 MILE.  CONTINUE 0.95 MILE TO ROAD
 CG1001'INTERSECTION AT CANILLE MERCANTILE STORE.  TURN LEFT, S, AND
 CG1001'CONTINUE 3.8 MILES TO THE SUMMIT OF CANELO PASS.  CONTINUE 3.25
 CG1001'MILES TO FORK OF TRACK ROAD RIGHT AND STATION TO S OF THIS
 CG1001'INTERSECTION, AND W OF MAIN ROAD.
 CG1001'
 CG1001'AZIMUTH MARK IS PASSED ON THIS ROAD 0.3 MILE BEFORE REACHING
 CG1001'STATION.  IT IS SET IN A CONCRETE ABUTMENT AT W END OF A CATTLE
 CG1001'GUARD 0.3 MILE N OF STATION, STAMPED SAN RAFAEL U.S.G.S. 1938,
 CG1001'A STANDARD U.S.C. AND G.S. AZIMUTH MARK.
 CG1001'
 CG1001'REFERENCE MARK NO. 1 IS STAMPED SAN RAFAEL U.S.G.S, 1938 AS
 CG1001'IS REFERENCE MARK NO. 2.
 CG1001'
 CG1001'REFERENCE MARK NO. 1 IS 4.35 METERS W OF MAIN ROAD, CENTER LINE.
 CG1001'REFERENCE MARK NO. 2 IS 8.08 METERS WNW OF TRACK ROAD, CENTER
 CG1001'LINE.
 CG1001'
 CG1001'NOTE--RECONNAISSANCE DESCRIPTION DESCRIBES THIS STATION FROM
 CG1001'PATAGONIA, BUT TRIANGULATION PARTY CAME IN FROM THE E SO THAT
 CG1001'THE DESCRIPTION FROM PATAGONIA WAS NOT CHECKED.
 CG1001
 CG1001                          STATION RECOVERY (1947)
 CG1001
 CG1001'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG1001'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE CANILLE
 CG1001'MERCANTILE STORE IS DESTROYED.  THE SIGN, SUNNYSIDE 17, CANELO
 CG1001'2, ELGIN 13, SHOULD READ CANELO INSTEAD OF CANELO 2.
 CG1001'
 CG1001'STATION MARK IS IN FAIR CONDITION, AND THE CAP IS STAMPED
 CG1001'DATUM NOGLS 4997.
 CG1001
 CG1001                          STATION RECOVERY (1967)
 CG1001
 CG1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG1001'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CG1001'IN GOOD CONDITION EXCEPT REFERENCE MARK NO 1 WHICH WAS FOUND
 CG1001'DESTROYED.
 CG1001'
 CG1001'THE DESCRIPTION TO REACH THE STATION WAS CHECKED FROM THE CANELO
 CG1001'RANGER STATION AND FOUND TO STILL BE ADEQUATE.  THERE IS NO
 CG1001'FORK AT THE STATION NOW BUT THE REST OF THE DESCRIPTION IS FINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3819 ***********************************************************************
 AJ3819  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3819  DESIGNATION -  4AC1
 AJ3819  PID         -  AJ3819
 AJ3819  STATE/COUNTY-  AZ/MARICOPA
 AJ3819  USGS QUAD   -  PERRYVILLE (1982)
 AJ3819
 AJ3819                         *CURRENT SURVEY CONTROL
 AJ3819  ___________________________________________________________________
 AJ3819* NAD 83(2007)-  33 22 53.60485(N)    112 23 01.77450(W)     ADJUSTED  
 AJ3819* NAVD 88     -       282.59   (meters)     927.1    (feet)  GPS OBS   
 AJ3819  ___________________________________________________________________
 AJ3819  EPOCH DATE  -        2007.00
 AJ3819  X           -  -2,030,292.635 (meters)                     COMP
 AJ3819  Y           -  -4,929,808.581 (meters)                     COMP
 AJ3819  Z           -   3,489,510.996 (meters)                     COMP
 AJ3819  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AJ3819  ELLIP HEIGHT-         252.240 (meters)          (02/10/07) ADJUSTED
 AJ3819  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3819
 AJ3819  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3819  Type    PID    Designation                      North   East  Ellip
 AJ3819  -------------------------------------------------------------------
 AJ3819  NETWORK AJ3819 4AC1                              0.84   0.73   1.27
 AJ3819  -------------------------------------------------------------------
 AJ3819
 AJ3819.The horizontal coordinates were established by GPS observations
 AJ3819.and adjusted by the National Geodetic Survey in February 2007.
 AJ3819
 AJ3819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3819.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3819.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3819.The epoch date for horizontal control is a decimal equivalence
 AJ3819.of Year/Month/Day.
 AJ3819
 AJ3819.The orthometric height was determined by GPS observations and a
 AJ3819.high-resolution geoid model.
 AJ3819.The orthometric height was determined by GPS observations and a
 AJ3819.high-resolution geoid model using precise GPS observation and
 AJ3819.processing techniques.
 AJ3819
 AJ3819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3819
 AJ3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3819
 AJ3819.The ellipsoidal height was determined by GPS observations
 AJ3819.and is referenced to NAD 83.
 AJ3819
 AJ3819.The geoid height was determined by GEOID03.
 AJ3819
 AJ3819;                    North         East     Units Scale Factor Converg.
 AJ3819;SPC AZ C     -   264,162.465   169,895.473   MT  0.99992328   -0 15 25.3
 AJ3819;SPC AZ C     -   866,674.75    557,399.85   iFT  0.99992328   -0 15 25.3
 AJ3819;UTM  12      - 3,694,443.030   371,283.025   MT  0.99980427   -0 45 41.4
 AJ3819
 AJ3819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3819!SPC AZ C     -   0.99996040  x   0.99992328  =   0.99988368
 AJ3819!UTM  12      -   0.99996040  x   0.99980427  =   0.99976468
 AJ3819
 AJ3819                          SUPERSEDED SURVEY CONTROL
 AJ3819
 AJ3819  NAD 83(1992)-  33 22 53.60411(N)    112 23 01.77394(W) AD(       ) B
 AJ3819  ELLIP H (04/12/01)  252.262  (m)                       GP(       ) 3 2
 AJ3819
 AJ3819.Superseded values are not recommended for survey control.
 AJ3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3819.See file dsdata.txt to determine how the superseded data were derived.
 AJ3819
 AJ3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7128394443(NAD 83)
 AJ3819_MARKER: DD = SURVEY DISK
 AJ3819_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3819_STAMPING: 4AC1 11-1999
 AJ3819_MARK LOGO: MCDOT 
 AJ3819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3819+STABILITY: POSITION/ELEVATION WELL
 AJ3819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3819+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3819
 AJ3819  HISTORY     - Date     Condition        Report By
 AJ3819  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3819
 AJ3819                          STATION DESCRIPTION
 AJ3819
 AJ3819'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3819'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF THE TOWN OF
 AJ3819'AVONDALE IN TOWNSHIP 1 NORTH, RANGE 1 WEST, SECTION 5
 AJ3819'OWNERSHIP - PARKS RECREATION
 AJ3819'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND LITCHFIELD
 AJ3819'ROAD AT EXIT 128, DRIVE SOUTH ON LITCHFIELD ROAD 3.5 MI (5.6 KM) TO
 AJ3819'THE INTERSECTION OF LITCHFIELD ROAD AND BROADWAY ROAD, THENCE TURN
 AJ3819'RIGHT (WEST) ONTO BROADWAY ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3819'INTERSECTION OF BROADWAY ROAD AND BULLARD ROAD, THENCE TURN LEFT
 AJ3819'(SOUTH) AND DRIVE SOUTH ON BULLARD ROAD 1.4 MI (2.3 KM) , ACROSS THE
 AJ3819'GILA RIVER, TO THE INTERSECTION OF BULLARD ROAD AND VINEYARD AVE,
 AJ3819'THENCE TURN RIGHT (WEST) ONTO VINEYARD AVE AND DRIVE 0.4 MI (0.6 KM)
 AJ3819'TO THE INTERSECTION OF VINEYARD AVE AND CASEY ABBOTT ROAD NORTH,
 AJ3819'THENCE TURN LEFT (SOUTH) ONTO CASEY ABBOTT ROAD NORTH AND DRIVE
 AJ3819'SOUTHEASTERLY 0.4 MI (0.6 KM) TO THE INTERSECTION OF CASEY ABBOTT ROAD
 AJ3819'NORTH AND CASEY ABBOTT ROAD SOUTH, THENCE TURN RIGHT (SOUTH) ONTO
 AJ3819'CASEY ABBOTT ROAD SOUTH AND DRIVE SOUTHERLY 0.1 MI (0.2 KM) TO THE
 AJ3819'INTERSECTION OF CASEY ABBOTT ROAD SOUTH AND TRAILHEAD DRIVE, THENCE
 AJ3819'TURN RIGHT (SOUTHWEST) ONTO TRAILHEAD DRIVE AND OPEN THE GATE, THENCE
 AJ3819'DRIVE WESTERLY ON TRAILHEAD DRIVE 0.3 MI (0.5 KM) TO THE STATION BEING
 AJ3819'60 FT (18.3 M) SOUTH OF THE SOUTH EDGE THE ROAD IN A ROCK OUTCROPPING
 AJ3819'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3819'COUNTY D.O.T.  BRASS DISK, STAMPED 4AC 11-1999, SET IN A ROCK OUTCROP
 AJ3819'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3819'STATION TIES -
 AJ3819'60 FT (18.3 M) SOUTH OF THE EDGE OF TRAILHEAD DRIVE
 AJ3819'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION YOU CAN
 AJ3819'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3826 ***********************************************************************
 AJ3826  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3826  DESIGNATION -  4AE1
 AJ3826  PID         -  AJ3826
 AJ3826  STATE/COUNTY-  AZ/MARICOPA
 AJ3826  USGS QUAD   -  VALENCIA (1982)
 AJ3826
 AJ3826                         *CURRENT SURVEY CONTROL
 AJ3826  ___________________________________________________________________
 AJ3826* NAD 83(2007)-  33 22 47.52297(N)    112 30 14.68522(W)     ADJUSTED  
 AJ3826* NAVD 88     -       264.94   (meters)     869.2    (feet)  GPS OBS   
 AJ3826  ___________________________________________________________________
 AJ3826  EPOCH DATE  -        2007.00
 AJ3826  X           -  -2,040,668.653 (meters)                     COMP
 AJ3826  Y           -  -4,925,618.025 (meters)                     COMP
 AJ3826  Z           -   3,489,344.720 (meters)                     COMP
 AJ3826  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AJ3826  ELLIP HEIGHT-         234.418 (meters)          (02/10/07) ADJUSTED
 AJ3826  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AJ3826
 AJ3826  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3826  Type    PID    Designation                      North   East  Ellip
 AJ3826  -------------------------------------------------------------------
 AJ3826  NETWORK AJ3826 4AE1                              0.98   0.84   1.37
 AJ3826  -------------------------------------------------------------------
 AJ3826
 AJ3826.The horizontal coordinates were established by GPS observations
 AJ3826.and adjusted by the National Geodetic Survey in February 2007.
 AJ3826
 AJ3826.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3826.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3826.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3826.The epoch date for horizontal control is a decimal equivalence
 AJ3826.of Year/Month/Day.
 AJ3826
 AJ3826.The orthometric height was determined by GPS observations and a
 AJ3826.high-resolution geoid model.
 AJ3826.The orthometric height was determined by GPS observations and a
 AJ3826.high-resolution geoid model using precise GPS observation and
 AJ3826.processing techniques.
 AJ3826
 AJ3826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3826
 AJ3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3826
 AJ3826.The ellipsoidal height was determined by GPS observations
 AJ3826.and is referenced to NAD 83.
 AJ3826
 AJ3826.The geoid height was determined by GEOID03.
 AJ3826
 AJ3826;                    North         East     Units Scale Factor Converg.
 AJ3826;SPC AZ C     -   264,031.760   158,705.939   MT  0.99993682   -0 19 23.5
 AJ3826;SPC AZ C     -   866,245.93    520,688.78   iFT  0.99993682   -0 19 23.5
 AJ3826;UTM  12      - 3,694,410.851   360,093.975   MT  0.99984132   -0 49 39.6
 AJ3826
 AJ3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3826!SPC AZ C     -   0.99996320  x   0.99993682  =   0.99990002
 AJ3826!UTM  12      -   0.99996320  x   0.99984132  =   0.99980452
 AJ3826
 AJ3826                          SUPERSEDED SURVEY CONTROL
 AJ3826
 AJ3826  NAD 83(1992)-  33 22 47.52218(N)    112 30 14.68475(W) AD(       ) B
 AJ3826  ELLIP H (04/12/01)  234.445  (m)                       GP(       ) 3 2
 AJ3826
 AJ3826.Superseded values are not recommended for survey control.
 AJ3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3826.See file dsdata.txt to determine how the superseded data were derived.
 AJ3826
 AJ3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6009494411(NAD 83)
 AJ3826_MARKER: I = METAL ROD
 AJ3826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3826_STAMPING: 4AE1 1999
 AJ3826_MARK LOGO: MCDOT 
 AJ3826_PROJECTION: FLUSH
 AJ3826_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3826+STABILITY: POSITION/ELEVATION WELL
 AJ3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3826+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 AJ3826_ROD/PIPE-DEPTH: 13.4 meters
 AJ3826_SLEEVE-DEPTH  :  0.8 meters
 AJ3826
 AJ3826  HISTORY     - Date     Condition        Report By
 AJ3826  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3826  HISTORY     - 20080513 GOOD             GEOCAC
 AJ3826
 AJ3826                          STATION DESCRIPTION
 AJ3826
 AJ3826'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3826'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF THE TOWN OF
 AJ3826'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 2 WEST, SECTION 31
 AJ3826'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3826'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3826'TRAIL ROAD AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 5.9 MI (9.5
 AJ3826'KM) TO THE INTERSECTION OF BASELINE ROAD AND JACKRABBIT TRAIL, THENCE
 AJ3826'TURN RIGHT (WEST) ONTO BASELINE ROAD AND DRIVE 1.5 MI (2.4 KM) TO THE
 AJ3826'INTERSECTION OF AIRPORT ROAD AND BASELINE ROAD, THENCE TURN RIGHT
 AJ3826'(NORTH) ONTO AIRPORT ROAD AND DRIVE 0.1 MI (0.2 KM) TO THE STATION 34
 AJ3826'FT (10.4 M) RIGHT (EAST) OF CENTERLINE OF AIRPORT ROAD
 AJ3826'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3826'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3826'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3826'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AE1 1999, SURROUNDED WITH A
 AJ3826'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3826'MARKER
 AJ3826'STATION TIES -
 AJ3826'34 FT (10.4 M) EAST OF THE CENTERLINE OF AIRPORT ROAD
 AJ3826'92 FT (28.0 M) NORTH OF POWER POLE
 AJ3826'119 FT (36.3 M) SOUTH OF A POWER POLE
 AJ3826'4 FT (1.2 M) WEST OF A DIRT IRRIGATION DITCH
 AJ3826'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3826'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3826
 AJ3826                          STATION RECOVERY (2008)
 AJ3826
 AJ3826'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3825 ***********************************************************************
 AJ3825  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3825  DESIGNATION -  4AG1
 AJ3825  PID         -  AJ3825
 AJ3825  STATE/COUNTY-  AZ/MARICOPA
 AJ3825  USGS QUAD   -  VALENCIA (1982)
 AJ3825
 AJ3825                         *CURRENT SURVEY CONTROL
 AJ3825  ___________________________________________________________________
 AJ3825* NAD 83(2007)-  33 22 40.40563(N)    112 36 31.58113(W)     ADJUSTED  
 AJ3825* NAVD 88     -       272.00   (meters)     892.4    (feet)  GPS OBS   
 AJ3825  ___________________________________________________________________
 AJ3825  EPOCH DATE  -        2007.00
 AJ3825  X           -  -2,049,714.139 (meters)                     COMP
 AJ3825  Y           -  -4,921,997.703 (meters)                     COMP
 AJ3825  Z           -   3,489,165.407 (meters)                     COMP
 AJ3825  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AJ3825  ELLIP HEIGHT-         241.324 (meters)          (02/10/07) ADJUSTED
 AJ3825  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3825
 AJ3825  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3825  Type    PID    Designation                      North   East  Ellip
 AJ3825  -------------------------------------------------------------------
 AJ3825  NETWORK AJ3825 4AG1                              0.92   0.82   1.27
 AJ3825  -------------------------------------------------------------------
 AJ3825
 AJ3825.The horizontal coordinates were established by GPS observations
 AJ3825.and adjusted by the National Geodetic Survey in February 2007.
 AJ3825
 AJ3825.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3825.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3825.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3825.The epoch date for horizontal control is a decimal equivalence
 AJ3825.of Year/Month/Day.
 AJ3825
 AJ3825.The orthometric height was determined by GPS observations and a
 AJ3825.high-resolution geoid model.
 AJ3825.The orthometric height was determined by GPS observations and a
 AJ3825.high-resolution geoid model using precise GPS observation and
 AJ3825.processing techniques.
 AJ3825
 AJ3825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3825
 AJ3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3825
 AJ3825.The ellipsoidal height was determined by GPS observations
 AJ3825.and is referenced to NAD 83.
 AJ3825
 AJ3825.The geoid height was determined by GEOID03.
 AJ3825
 AJ3825;                    North         East     Units Scale Factor Converg.
 AJ3825;SPC AZ C     -   263,872.345   148,963.429   MT  0.99995111   -0 22 50.8
 AJ3825;SPC AZ C     -   865,722.92    488,725.16   iFT  0.99995111   -0 22 50.8
 AJ3825;UTM  12      - 3,694,337.225   350,351.269   MT  0.99987611   -0 53 06.9
 AJ3825
 AJ3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3825!SPC AZ C     -   0.99996211  x   0.99995111  =   0.99991323
 AJ3825!UTM  12      -   0.99996211  x   0.99987611  =   0.99983823
 AJ3825
 AJ3825                          SUPERSEDED SURVEY CONTROL
 AJ3825
 AJ3825  NAD 83(1992)-  33 22 40.40473(N)    112 36 31.58077(W) AD(       ) B
 AJ3825  ELLIP H (04/12/01)  241.361  (m)                       GP(       ) 3 2
 AJ3825
 AJ3825.Superseded values are not recommended for survey control.
 AJ3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3825.See file dsdata.txt to determine how the superseded data were derived.
 AJ3825
 AJ3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5035194337(NAD 83)
 AJ3825_MARKER: I = METAL ROD
 AJ3825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3825_STAMPING: 4AG1 1999
 AJ3825_MARK LOGO: MCDOT 
 AJ3825_PROJECTION: FLUSH
 AJ3825_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3825+STABILITY: POSITION/ELEVATION WELL
 AJ3825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3825+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3825_ROD/PIPE-DEPTH:  6.1 meters
 AJ3825_SLEEVE-DEPTH  :  0.8 meters
 AJ3825
 AJ3825  HISTORY     - Date     Condition        Report By
 AJ3825  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3825
 AJ3825                          STATION DESCRIPTION
 AJ3825
 AJ3825'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3825'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF THE TOWN OF
 AJ3825'BUCKEYE IN TOWNSHIP 1 SOUTH, RANGE 4 WEST, SECTION 1
 AJ3825'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3825'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3825'ROAD AT EXIT 114, DRIVE SOUTH ON MILLER ROAD 3.9 MI (6.3 KM) TO THE
 AJ3825'INTERSECTION OF BASELINE ROAD AND MILLER ROAD, THENCE TURN RIGHT
 AJ3825'(WEST) ONTO BASELINE ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3825'INTERSECTION OF ROOKS ROAD AND BASELINE ROAD, THENCE CONTINUE WEST ON
 AJ3825'BASELINE ROAD ACROSS ROOKS ROAD 285 FT (86.9 M) TO THE STATION 30 FT
 AJ3825'(9.1 M) LEFT (SOUTH) OF CENTERLINE OF BASELINE ROAD
 AJ3825'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3825'COMPRESSED ON A 20 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3825'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3825'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AG1 1999, SURROUNDED WITH A
 AJ3825'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3825'MARKER
 AJ3825'STATION TIES -
 AJ3825'285 FT (86.9 M) WEST OF THE CENTERLINE OF ROOKS ROAD
 AJ3825'30 FT (9.1 M) SOUTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3825'100 FT (30.5 M) NORTH OF THE CENTERLINE OF RAILROAD TRACKS
 AJ3825'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3825'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3824 ***********************************************************************
 AJ3824  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3824  DESIGNATION -  4AI1
 AJ3824  PID         -  AJ3824
 AJ3824  STATE/COUNTY-  AZ/MARICOPA
 AJ3824  USGS QUAD   -  BUCKEYE NW (1982)
 AJ3824
 AJ3824                         *CURRENT SURVEY CONTROL
 AJ3824  ___________________________________________________________________
 AJ3824* NAD 83(2007)-  33 22 39.61348(N)    112 42 43.28236(W)     ADJUSTED  
 AJ3824* NAVD 88     -       280.65   (meters)     920.8    (feet)  GPS OBS   
 AJ3824  ___________________________________________________________________
 AJ3824  EPOCH DATE  -        2007.00
 AJ3824  X           -  -2,058,588.448 (meters)                     COMP
 AJ3824  Y           -  -4,918,314.917 (meters)                     COMP
 AJ3824  Z           -   3,489,149.684 (meters)                     COMP
 AJ3824  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AJ3824  ELLIP HEIGHT-         249.791 (meters)          (02/10/07) ADJUSTED
 AJ3824  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AJ3824
 AJ3824  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3824  Type    PID    Designation                      North   East  Ellip
 AJ3824  -------------------------------------------------------------------
 AJ3824  NETWORK AJ3824 4AI1                              0.74   0.71   1.20
 AJ3824  -------------------------------------------------------------------
 AJ3824
 AJ3824.The horizontal coordinates were established by GPS observations
 AJ3824.and adjusted by the National Geodetic Survey in February 2007.
 AJ3824
 AJ3824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3824.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3824.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3824.The epoch date for horizontal control is a decimal equivalence
 AJ3824.of Year/Month/Day.
 AJ3824
 AJ3824.The orthometric height was determined by GPS observations and a
 AJ3824.high-resolution geoid model.
 AJ3824.The orthometric height was determined by GPS observations and a
 AJ3824.high-resolution geoid model using precise GPS observation and
 AJ3824.processing techniques.
 AJ3824
 AJ3824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3824
 AJ3824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3824
 AJ3824.The ellipsoidal height was determined by GPS observations
 AJ3824.and is referenced to NAD 83.
 AJ3824
 AJ3824.The geoid height was determined by GEOID03.
 AJ3824
 AJ3824;                    North         East     Units Scale Factor Converg.
 AJ3824;SPC AZ C     -   263,916.553   139,356.147   MT  0.99996750   -0 26 15.3
 AJ3824;SPC AZ C     -   865,867.96    457,205.21   iFT  0.99996750   -0 26 15.3
 AJ3824;UTM  12      - 3,694,466.012   340,745.373   MT  0.99991269   -0 56 31.5
 AJ3824
 AJ3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3824!SPC AZ C     -   0.99996079  x   0.99996750  =   0.99992829
 AJ3824!UTM  12      -   0.99996079  x   0.99991269  =   0.99987348
 AJ3824
 AJ3824                          SUPERSEDED SURVEY CONTROL
 AJ3824
 AJ3824  NAD 83(1992)-  33 22 39.61260(N)    112 42 43.28200(W) AD(       ) B
 AJ3824  ELLIP H (04/12/01)  249.831  (m)                       GP(       ) 3 2
 AJ3824
 AJ3824.Superseded values are not recommended for survey control.
 AJ3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3824.See file dsdata.txt to determine how the superseded data were derived.
 AJ3824
 AJ3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4074594466(NAD 83)
 AJ3824_MARKER: I = METAL ROD
 AJ3824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3824_STAMPING: 4AI1 1999
 AJ3824_MARK LOGO: MCDOT 
 AJ3824_PROJECTION: FLUSH
 AJ3824_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3824+STABILITY: POSITION/ELEVATION WELL
 AJ3824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3824+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 AJ3824_ROD/PIPE-DEPTH:  9.8 meters
 AJ3824_SLEEVE-DEPTH  :  0.8 meters
 AJ3824
 AJ3824  HISTORY     - Date     Condition        Report By
 AJ3824  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3824  HISTORY     - 20060128 GOOD             USPSQD
 AJ3824  HISTORY     - 20060128 GOOD             USPSQD
 AJ3824
 AJ3824                          STATION DESCRIPTION
 AJ3824
 AJ3824'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3824'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF THE TOWN OF
 AJ3824'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 5 WEST, SECTION 36
 AJ3824'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3824'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND PALO VERDE
 AJ3824'ROAD AT EXIT 109, DRIVE SOUTH ON PALO VERDE ROAD 4.3 MI (6.9 KM) TO
 AJ3824'THE INTERSECTION OF BASELINE ROAD AND PALO VERDE ROAD, THENCE TURN
 AJ3824'RIGHT (WEST) ONTO BASELINE ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE
 AJ3824'INTERSECTION OF JOHNSON ROAD AND BASELINE ROAD, THENCE CONTINUE WEST
 AJ3824'ON BASELINE ROAD ACROSS JOHNSON ROAD 40 FT (12.2 M) TO THE STATION 33
 AJ3824'FT (10.1 M) RIGHT OF CENTERLINE OF BASELINE ROAD
 AJ3824'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3824'COMPRESSED ON A 32 FT (9.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3824'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3824'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AI1 1999, SURROUNDED WITH A
 AJ3824'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3824'MARKER
 AJ3824'STATION TIES -
 AJ3824'8 FT (2.4 M) WEST OF A CONCRETE IRRIGATION STRUCTURE
 AJ3824'40 FT (12.2 M) WEST OF THE CENTERLINE OF JOHNSON ROAD
 AJ3824'33 FT (10.1 M) NORTH OF THE CENTERLINE OF BASELINE ROAD
 AJ3824'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3824'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3824
 AJ3824                          STATION RECOVERY (2006)
 AJ3824
 AJ3824'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3824'RECOVERED AS DESCRIBED.
 AJ3824
 AJ3824                          STATION RECOVERY (2006)
 AJ3824
 AJ3824'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AJ3824'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3559 ***********************************************************************
 AJ3559  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3559  DESIGNATION -  4AK2
 AJ3559  PID         -  AJ3559
 AJ3559  STATE/COUNTY-  AZ/MARICOPA
 AJ3559  USGS QUAD   -  WINTERSBURG (1984)
 AJ3559
 AJ3559                         *CURRENT SURVEY CONTROL
 AJ3559  ___________________________________________________________________
 AJ3559* NAD 83(2007)-  33 22 38.59332(N)    112 48 57.36048(W)     ADJUSTED  
 AJ3559* NAVD 88     -       279.91   (meters)     918.3    (feet)  GPS OBS   
 AJ3559  ___________________________________________________________________
 AJ3559  EPOCH DATE  -        2007.00
 AJ3559  X           -  -2,067,511.251 (meters)                     COMP
 AJ3559  Y           -  -4,914,588.687 (meters)                     COMP
 AJ3559  Z           -   3,489,122.963 (meters)                     COMP
 AJ3559  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AJ3559  ELLIP HEIGHT-         248.929 (meters)          (02/10/07) ADJUSTED
 AJ3559  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3559
 AJ3559  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3559  Type    PID    Designation                      North   East  Ellip
 AJ3559  -------------------------------------------------------------------
 AJ3559  NETWORK AJ3559 4AK2                              0.67   0.59   1.06
 AJ3559  -------------------------------------------------------------------
 AJ3559
 AJ3559.The horizontal coordinates were established by GPS observations
 AJ3559.and adjusted by the National Geodetic Survey in February 2007.
 AJ3559
 AJ3559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3559.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3559.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3559.The epoch date for horizontal control is a decimal equivalence
 AJ3559.of Year/Month/Day.
 AJ3559
 AJ3559.The orthometric height was determined by GPS observations and a
 AJ3559.high-resolution geoid model.
 AJ3559.The orthometric height was determined by GPS observations and a
 AJ3559.high-resolution geoid model using precise GPS observation and
 AJ3559.processing techniques.
 AJ3559
 AJ3559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3559
 AJ3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3559
 AJ3559.The ellipsoidal height was determined by GPS observations
 AJ3559.and is referenced to NAD 83.
 AJ3559
 AJ3559.The geoid height was determined by GEOID03.
 AJ3559
 AJ3559;                    North         East     Units Scale Factor Converg.
 AJ3559;SPC AZ C     -   263,963.793   129,687.226   MT  0.99998629   -0 29 41.1
 AJ3559;SPC AZ C     -   866,022.94    425,483.02   iFT  0.99998629   -0 29 41.1
 AJ3559;UTM  12      - 3,694,598.381   331,077.674   MT  0.99995181   -0 59 57.4
 AJ3559
 AJ3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3559!SPC AZ C     -   0.99996092  x   0.99998629  =   0.99994721
 AJ3559!UTM  12      -   0.99996092  x   0.99995181  =   0.99991273
 AJ3559
 AJ3559                          SUPERSEDED SURVEY CONTROL
 AJ3559
 AJ3559  NAD 83(1992)-  33 22 38.59254(N)    112 48 57.36021(W) AD(       ) B
 AJ3559  ELLIP H (04/12/01)  248.953  (m)                       GP(       ) 3 2
 AJ3559
 AJ3559.Superseded values are not recommended for survey control.
 AJ3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3559.See file dsdata.txt to determine how the superseded data were derived.
 AJ3559
 AJ3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3107894598(NAD 83)
 AJ3559_MARKER: I = METAL ROD
 AJ3559_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3559_STAMPING: 4AK2 1999
 AJ3559_MARK LOGO: MCDOT 
 AJ3559_PROJECTION: FLUSH
 AJ3559_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3559+STABILITY: POSITION/ELEVATION WELL
 AJ3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3559+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3559_ROD/PIPE-DEPTH:  3.0 meters
 AJ3559_SLEEVE-DEPTH  :  0.8 meters
 AJ3559
 AJ3559  HISTORY     - Date     Condition        Report By
 AJ3559  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3559
 AJ3559                          STATION DESCRIPTION
 AJ3559
 AJ3559'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3559'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3559'PHOENIX, TOWNSHIP 01 SOUTH, RANGE 06 WEST, SECTION 01
 AJ3559'OWNERSHIP - WILLIAMSON AND CAMPO PARTNERSHIP
 AJ3559'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3559'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3559'(EXIT 103) ,THENCE TURN LEFT (SOUTH) ON TO 339TH AND DRIVE 0.9 MI (1.4
 AJ3559'KM) SOUTH TO VAN BUREN STREET, THENCE TURN RIGHT (WEST) ON TO VAN
 AJ3559'BUREN AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE TURN LEFT
 AJ3559'(SOUTH) ON TO 355TH AVENUE AND DRIVE 3.6 MI (5.8 KM) TO SALOME
 AJ3559'HIGHWAY, THENCE CONTINUE STRAIGHT ON 355TH AVENUE (SOUTH OF SALOME
 AJ3559'HIGHWAY BECOMES A DIRT TRAIL) FOR 1.5 MI (2.4 KM) TO A GLO PIPE ON THE
 AJ3559'NORTH WEST CORNER OF A T INTERSECTION WITH A DIRT TRAIL ON THE WEST
 AJ3559'SIDE OF ROAD, THENCE CONTINUE STRAIGHT ON 355TH AVENUE (DIRT TRAIL)
 AJ3559'FOR 60 FT (18.3 M) AND TO THE STATION AS DESCRIBED
 AJ3559'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3559'COMPRESSED ON A 10 FOOT (3.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3559'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3559'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AK2 1999, SURROUNDED WITH A
 AJ3559'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3559'MARKER
 AJ3559'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3559'5.11 MI (8.22 KM) - SOUTH OF INTERSTATE 10
 AJ3559'60 FT (18.3 M) - SOUTHWEST OF DIRT TRAIL  T  INTERSECTION
 AJ3559'60 FT (18.3 M) - SOUTHWEST OF GLO PIPE
 AJ3559'35 FT (10.7 M) - WEST OF DIRT TRAIL
 AJ3559'1 FT (0.3 M) - EAST OF CARSONITE MARKER
 AJ3559'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3559'VISIT - WWW.MCDOT.MARICOPA.GOV     SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3953 ***********************************************************************
 AJ3953  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3953  DESIGNATION -  4AM2
 AJ3953  PID         -  AJ3953
 AJ3953  STATE/COUNTY-  AZ/MARICOPA
 AJ3953  USGS QUAD   -  TONOPAH (1984)
 AJ3953
 AJ3953                         *CURRENT SURVEY CONTROL
 AJ3953  ___________________________________________________________________
 AJ3953* NAD 83(2007)-  33 22 38.96282(N)    112 56 11.27281(W)     ADJUSTED  
 AJ3953* NAVD 88     -       297.96   (meters)     977.6    (feet)  GPS OBS   
 AJ3953  ___________________________________________________________________
 AJ3953  EPOCH DATE  -        2007.00
 AJ3953  X           -  -2,077,848.725 (meters)                     COMP
 AJ3953  Y           -  -4,910,236.501 (meters)                     COMP
 AJ3953  Z           -   3,489,142.347 (meters)                     COMP
 AJ3953  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AJ3953  ELLIP HEIGHT-         266.882 (meters)          (02/10/07) ADJUSTED
 AJ3953  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AJ3953
 AJ3953  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3953  Type    PID    Designation                      North   East  Ellip
 AJ3953  -------------------------------------------------------------------
 AJ3953  NETWORK AJ3953 4AM2                              0.69   0.63   1.10
 AJ3953  -------------------------------------------------------------------
 AJ3953
 AJ3953.The horizontal coordinates were established by GPS observations
 AJ3953.and adjusted by the National Geodetic Survey in February 2007.
 AJ3953
 AJ3953.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3953.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3953.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3953.The epoch date for horizontal control is a decimal equivalence
 AJ3953.of Year/Month/Day.
 AJ3953
 AJ3953.The orthometric height was determined by GPS observations and a
 AJ3953.high-resolution geoid model.
 AJ3953.The orthometric height was determined by GPS observations and a
 AJ3953.high-resolution geoid model using precise GPS observation and
 AJ3953.processing techniques.
 AJ3953
 AJ3953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3953
 AJ3953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3953
 AJ3953.The ellipsoidal height was determined by GPS observations
 AJ3953.and is referenced to NAD 83.
 AJ3953
 AJ3953.The geoid height was determined by GEOID03.
 AJ3953
 AJ3953;                    North         East     Units Scale Factor Converg.
 AJ3953;SPC AZ C     -   264,078.518   118,472.002   MT  1.00001097   -0 33 39.9
 AJ3953;SPC AZ C     -   866,399.34    388,687.67   iFT  1.00001097   -0 33 39.9
 AJ3953;UTM  12      - 3,694,811.853   319,864.150   MT  1.00000007   -1 03 56.3
 AJ3953
 AJ3953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3953!SPC AZ C     -   0.99995810  x   1.00001097  =   0.99996907
 AJ3953!UTM  12      -   0.99995810  x   1.00000007  =   0.99995817
 AJ3953
 AJ3953                          SUPERSEDED SURVEY CONTROL
 AJ3953
 AJ3953  NAD 83(1992)-  33 22 38.96196(N)    112 56 11.27256(W) AD(       ) B
 AJ3953  ELLIP H (04/12/01)  266.909  (m)                       GP(       ) 3 2
 AJ3953
 AJ3953.Superseded values are not recommended for survey control.
 AJ3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3953.See file dsdata.txt to determine how the superseded data were derived.
 AJ3953
 AJ3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1986494812(NAD 83)
 AJ3953_MARKER: I = METAL ROD
 AJ3953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3953_STAMPING: 4AM2 1999
 AJ3953_MARK LOGO: MCDOT 
 AJ3953_PROJECTION: FLUSH
 AJ3953_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3953+STABILITY: POSITION/ELEVATION WELL
 AJ3953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3953+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3953_ROD/PIPE-DEPTH: 13.4 meters
 AJ3953_SLEEVE-DEPTH  :  0.8 meters
 AJ3953
 AJ3953  HISTORY     - Date     Condition        Report By
 AJ3953  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3953
 AJ3953                          STATION DESCRIPTION
 AJ3953
 AJ3953'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3953'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF THE TOWN OF
 AJ3953'WINTERSBURG, TOWNSHIP 01 SOUTH, RANGE 07 WEST, SECTION 2
 AJ3953'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3953'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3953'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3953'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3953'AND DRIVE FOR 3.4 MI (5.5 KM) TO AN UNMARKED DIRT ROAD, A CATTLE
 AJ3953'GUARD, A BARBED WIRE FENCE BEARING NORTH AND SOUTH AND END OF
 AJ3953'PAVEMENT, THENCE CROSS CATTLE GUARD, TURN RIGHT (NORTH) ON TO DIRT
 AJ3953'ROAD AND DRIVE FOR 1.3 MI (2.1 KM) TO OVERHEAD POWER LINES BEARING
 AJ3953'NORTHWEST AND SOUTHEAST, THENCE CONTINUE NORTH ON DIRT ROAD FOR 0.7 MI
 AJ3953'(1.1 KM) TO THE STATION ON YOUR LEFT
 AJ3953'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3953'COMPRESSED ON A 44.0 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3953'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3953'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4AM2 1999, SURROUNDED
 AJ3953'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3953'CARSONITE MARKER
 AJ3953'STATION TIES
 AJ3953'42 FT (12.8 M) SOUTHWEST OF G.L.O.  BRASS CAP NORTHEAST CORNER SECTION
 AJ3953'2, TOWNSHIP 1 SOUTH, RANGE 7 WEST
 AJ3953'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3953'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3955 ***********************************************************************
 AJ3955  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3955  DESIGNATION -  4AO2
 AJ3955  PID         -  AJ3955
 AJ3955  STATE/COUNTY-  AZ/MARICOPA
 AJ3955  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 AJ3955
 AJ3955                         *CURRENT SURVEY CONTROL
 AJ3955  ___________________________________________________________________
 AJ3955* NAD 83(2007)-  33 22 39.71931(N)    113 01 25.22887(W)     ADJUSTED  
 AJ3955* NAVD 88     -       339.30   (meters)    1113.2    (feet)  GPS OBS   
 AJ3955  ___________________________________________________________________
 AJ3955  EPOCH DATE  -        2007.00
 AJ3955  X           -  -2,085,328.675 (meters)                     COMP
 AJ3955  Y           -  -4,907,088.070 (meters)                     COMP
 AJ3955  Z           -   3,489,184.541 (meters)                     COMP
 AJ3955  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AJ3955  ELLIP HEIGHT-         308.200 (meters)          (02/10/07) ADJUSTED
 AJ3955  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AJ3955
 AJ3955  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3955  Type    PID    Designation                      North   East  Ellip
 AJ3955  -------------------------------------------------------------------
 AJ3955  NETWORK AJ3955 4AO2                              0.71   0.63   1.14
 AJ3955  -------------------------------------------------------------------
 AJ3955
 AJ3955.The horizontal coordinates were established by GPS observations
 AJ3955.and adjusted by the National Geodetic Survey in February 2007.
 AJ3955
 AJ3955.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3955.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3955.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3955.The epoch date for horizontal control is a decimal equivalence
 AJ3955.of Year/Month/Day.
 AJ3955
 AJ3955.The orthometric height was determined by GPS observations and a
 AJ3955.high-resolution geoid model.
 AJ3955.The orthometric height was determined by GPS observations and a
 AJ3955.high-resolution geoid model using precise GPS observation and
 AJ3955.processing techniques.
 AJ3955
 AJ3955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3955
 AJ3955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3955
 AJ3955.The ellipsoidal height was determined by GPS observations
 AJ3955.and is referenced to NAD 83.
 AJ3955
 AJ3955.The geoid height was determined by GEOID03.
 AJ3955
 AJ3955;                    North         East     Units Scale Factor Converg.
 AJ3955;SPC AZ C     -   264,184.693   110,357.331   MT  1.00003076   -0 36 32.7
 AJ3955;SPC AZ C     -   866,747.68    362,064.73   iFT  1.00003076   -0 36 32.7
 AJ3955;UTM  12      - 3,694,989.483   311,750.748   MT  1.00003693   -1 06 49.2
 AJ3955
 AJ3955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3955!SPC AZ C     -   0.99995162  x   1.00003076  =   0.99998238
 AJ3955!UTM  12      -   0.99995162  x   1.00003693  =   0.99998854
 AJ3955
 AJ3955                          SUPERSEDED SURVEY CONTROL
 AJ3955
 AJ3955  NAD 83(1992)-  33 22 39.71840(N)    113 01 25.22861(W) AD(       ) B
 AJ3955  ELLIP H (04/12/01)  308.229  (m)                       GP(       ) 3 2
 AJ3955
 AJ3955.Superseded values are not recommended for survey control.
 AJ3955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3955.See file dsdata.txt to determine how the superseded data were derived.
 AJ3955
 AJ3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1175194989(NAD 83)
 AJ3955_MARKER: I = METAL ROD
 AJ3955_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3955+WITH SETTING: INFORMATION.
 AJ3955_STAMPING: 4AO2 1999
 AJ3955_MARK LOGO: MCDOT 
 AJ3955_PROJECTION: FLUSH
 AJ3955_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3955+STABILITY: POSITION/ELEVATION WELL
 AJ3955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3955+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3955_ROD/PIPE-DEPTH:  1.8 meters
 AJ3955_SLEEVE-DEPTH  :  0.8 meters
 AJ3955
 AJ3955  HISTORY     - Date     Condition        Report By
 AJ3955  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3955
 AJ3955                          STATION DESCRIPTION
 AJ3955
 AJ3955'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3955'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF THE
 AJ3955'TOWN OF WINTERSBURG, TOWNSHIP 01 NORTH, RANGE 08 WEST, SECTION 36
 AJ3955'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3955'TO REACH THE STATION FROM INTERSTATE 10 AND WINTERSBURG INTERCHANGE
 AJ3955'(EXIT 98) , DRIVE SOUTH ON WINTERSBURG ROAD (383RD AVENUE) FOR 9.4 MI
 AJ3955'(15.1 KM) TO ELLIOT ROAD, THENCE TURN RIGHT (WEST) ON TO ELLIOT ROAD
 AJ3955'AND DRIVE FOR 3.4 MI (5.5 KM) TO A CATTLE GUARD, A BARBED WIRE FENCE
 AJ3955'BEARING NORTH AND SOUTH AND END OF PAVEMENT, THENCE CONTINUE WEST ON
 AJ3955'ELLIOT ROAD (A GRADED DIRT ROAD) FOR 2.7 MI (4.3 KM) TO A BEND IN
 AJ3955'ELLIOT ROAD TO THE NORTHWEST, THENCE CONTINUE NORTHWEST ON ELLIOT ROAD
 AJ3955'FOR 1.0 MI (1.6 KM) TO A BEND IN ELLIOT ROAD TO THE WEST (ELLIOT ROAD
 AJ3955'CHANGES TO DOBBINS ROAD) , THENCE CONTINUE WEST ON DOBBINS ROAD FOR
 AJ3955'1.4 MI (2.3 KM) TO AN UNMARKED DIRT ROAD ON YOUR RIGHT (NORTH) ,
 AJ3955'THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD AND DRIVE NORTHWESTERLY FOR
 AJ3955'1.1 MI (1.8 KM) TO AN UNMARKED DIRT TRAIL ON YOUR LEFT (WEST) , THENCE
 AJ3955'TURN LEFT (WEST) ON TO DIRT TRAIL AND DRIVE 0.2 MI (0.3 KM) TO THE
 AJ3955'STATION ON YOUR RIGHT
 AJ3955'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3955'COMPRESSED ON A 6.0 FT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3955'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3955'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AO2 1999, SURROUNDED WITH A
 AJ3955'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3955'MARKER
 AJ3955'STATION TIES
 AJ3955'78 FT (23.8 M) NORTHWEST OF G.L.O.  BRASS CAP SOUTHEAST CORNER SECTION
 AJ3955'36, TOWNSHIP 1 NORTH, RANGE 8 WEST
 AJ3955'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3955'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3560 ***********************************************************************
 AJ3560  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3560  DESIGNATION -  4AQ1
 AJ3560  PID         -  AJ3560
 AJ3560  STATE/COUNTY-  AZ/MARICOPA
 AJ3560  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3560
 AJ3560                         *CURRENT SURVEY CONTROL
 AJ3560  ___________________________________________________________________
 AJ3560* NAD 83(2007)-  33 22 45.33440(N)    113 07 38.70159(W)     ADJUSTED  
 AJ3560* NAVD 88     -       329.09   (meters)    1079.7    (feet)  GPS OBS   
 AJ3560  ___________________________________________________________________
 AJ3560  EPOCH DATE  -        2007.00
 AJ3560  X           -  -2,094,169.477 (meters)                     COMP
 AJ3560  Y           -  -4,903,208.759 (meters)                     COMP
 AJ3560  Z           -   3,489,323.315 (meters)                     COMP
 AJ3560  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AJ3560  ELLIP HEIGHT-         297.854 (meters)          (02/10/07) ADJUSTED
 AJ3560  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AJ3560
 AJ3560  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3560  Type    PID    Designation                      North   East  Ellip
 AJ3560  -------------------------------------------------------------------
 AJ3560  NETWORK AJ3560 4AQ1                              0.78   0.71   1.18
 AJ3560  -------------------------------------------------------------------
 AJ3560
 AJ3560.The horizontal coordinates were established by GPS observations
 AJ3560.and adjusted by the National Geodetic Survey in February 2007.
 AJ3560
 AJ3560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3560.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3560.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3560.The epoch date for horizontal control is a decimal equivalence
 AJ3560.of Year/Month/Day.
 AJ3560
 AJ3560.The orthometric height was determined by GPS observations and a
 AJ3560.high-resolution geoid model.
 AJ3560.The orthometric height was determined by GPS observations and a
 AJ3560.high-resolution geoid model using precise GPS observation and
 AJ3560.processing techniques.
 AJ3560
 AJ3560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3560
 AJ3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3560
 AJ3560.The ellipsoidal height was determined by GPS observations
 AJ3560.and is referenced to NAD 83.
 AJ3560
 AJ3560.The geoid height was determined by GEOID03.
 AJ3560
 AJ3560;                    North         East     Units Scale Factor Converg.
 AJ3560;SPC AZ C     -   264,465.118   100,705.978   MT  1.00005642   -0 39 58.3
 AJ3560;SPC AZ C     -   867,667.71    330,400.19   iFT  1.00005642   -0 39 58.3
 AJ3560;UTM  12      - 3,695,354.903   302,102.081   MT  1.00008287   -1 10 15.0
 AJ3560
 AJ3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3560!SPC AZ C     -   0.99995324  x   1.00005642  =   1.00000966
 AJ3560!UTM  12      -   0.99995324  x   1.00008287  =   1.00003611
 AJ3560
 AJ3560                          SUPERSEDED SURVEY CONTROL
 AJ3560
 AJ3560  NAD 83(1992)-  33 22 45.33345(N)    113 07 38.70134(W) AD(       ) B
 AJ3560  ELLIP H (04/12/01)  297.882  (m)                       GP(       ) 3 2
 AJ3560
 AJ3560.Superseded values are not recommended for survey control.
 AJ3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3560.See file dsdata.txt to determine how the superseded data were derived.
 AJ3560
 AJ3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0210295355(NAD 83)
 AJ3560_MARKER: I = METAL ROD
 AJ3560_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3560_STAMPING: 4AQ1 1999
 AJ3560_MARK LOGO: MCDOT 
 AJ3560_PROJECTION: FLUSH
 AJ3560_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3560+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3560_ROD/PIPE-DEPTH:  5.5 meters
 AJ3560_SLEEVE-DEPTH  :  0.8 meters
 AJ3560
 AJ3560  HISTORY     - Date     Condition        Report By
 AJ3560  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3560  HISTORY     - 20070509 MARK NOT FOUND   MCDOT
 AJ3560
 AJ3560                          STATION DESCRIPTION
 AJ3560
 AJ3560'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3560'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3560'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 36
 AJ3560'OWNERSHIP - STATE TRUST LAND
 AJ3560'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3560'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3560'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTHEAST) ON TO SALOME HIGHWAY
 AJ3560'AND DRIVE 0.2 MI (0.3 KM) VEERING RIGHT AT FORK IN ROAD ONTO
 AJ3560'HARQUAHALA VALLEY ROAD, THENCE CONTINUE AROUND BEND AND DRIVE WEST FOR
 AJ3560'0.4 MI (0.6 KM) ON HARQUAHALA VALLEY ROAD, THENCE CONTINUE AROUND A 90
 AJ3560'DEGREE BEND (SOUTH) ON HARQUAHALA VALLEY ROAD AND DRIVE 11.0 MI (17.7
 AJ3560'KM) TO AN INTERSECTION OF BASELINE ROAD, THENCE TURN LEFT (EAST) ON TO
 AJ3560'BASELINE ROAD AND DRIVE 2.0 MI (3.2 KM) TO TWO POWER POLES AND THE
 AJ3560'INTERSECTION OF FARM ROAD, THENCE TURN LEFT (NORTH) ON TO FARM ROAD
 AJ3560'AND DRIVE 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT AS DESCRIBED
 AJ3560'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3560'COMPRESSED ON A 18 FOOT (5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3560'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3560'WITH A COUNTY LOGO ACCESS COVER STAMPED 4AQ1 1999, SURROUNDED WITH A
 AJ3560'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3560'MARKER
 AJ3560'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3560'11.6 MI (18.7 KM) - SOUTH OF INTERSTATE 10
 AJ3560'2.0 MI (3.2 KM) - EAST OF HARQUAHALA VALLEY ROAD
 AJ3560'285 FT (86.9 M) - SOUTH OF POWER POLE
 AJ3560'160 FT (48.8 M) - NORTH OF POWER POLE
 AJ3560'12 FT (3.7 M) - WEST OF FARM ROAD
 AJ3560'1 FT (0.3 M) - EAST OF CARSONITE MARKER
 AJ3560'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3560'VISIT - WWW.MCDOT.MARICOPA.GOV     SEARCH KEYWORD  GDACS
 AJ3560
 AJ3560                          STATION RECOVERY (2007)
 AJ3560
 AJ3560'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3560'DID NOT RECOVER MONUMENT. POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3561 ***********************************************************************
 AJ3561  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3561  DESIGNATION -  4AS1
 AJ3561  PID         -  AJ3561
 AJ3561  STATE/COUNTY-  AZ/MARICOPA
 AJ3561  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3561
 AJ3561                         *CURRENT SURVEY CONTROL
 AJ3561  ___________________________________________________________________
 AJ3561* NAD 83(2007)-  33 22 38.32261(N)    113 13 43.60112(W)     ADJUSTED  
 AJ3561* NAVD 88     -       377.71   (meters)    1239.2    (feet)  GPS OBS   
 AJ3561  ___________________________________________________________________
 AJ3561  EPOCH DATE  -        2007.00
 AJ3561  X           -  -2,102,903.257 (meters)                     COMP
 AJ3561  Y           -  -4,899,642.833 (meters)                     COMP
 AJ3561  Z           -   3,489,169.645 (meters)                     COMP
 AJ3561  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AJ3561  ELLIP HEIGHT-         346.442 (meters)          (02/10/07) ADJUSTED
 AJ3561  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ3561
 AJ3561  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3561  Type    PID    Designation                      North   East  Ellip
 AJ3561  -------------------------------------------------------------------
 AJ3561  NETWORK AJ3561 4AS1                              0.67   0.59   1.02
 AJ3561  -------------------------------------------------------------------
 AJ3561
 AJ3561.The horizontal coordinates were established by GPS observations
 AJ3561.and adjusted by the National Geodetic Survey in February 2007.
 AJ3561
 AJ3561.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3561.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3561.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3561.The epoch date for horizontal control is a decimal equivalence
 AJ3561.of Year/Month/Day.
 AJ3561
 AJ3561.The orthometric height was determined by GPS observations and a
 AJ3561.high-resolution geoid model.
 AJ3561.The orthometric height was determined by GPS observations and a
 AJ3561.high-resolution geoid model using precise GPS observation and
 AJ3561.processing techniques.
 AJ3561
 AJ3561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3561
 AJ3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3561
 AJ3561.The ellipsoidal height was determined by GPS observations
 AJ3561.and is referenced to NAD 83.
 AJ3561
 AJ3561.The geoid height was determined by GEOID03.
 AJ3561
 AJ3561;                    North         East     Units Scale Factor Converg.
 AJ3561;SPC AZ C     -   264,363.357    91,271.514   MT  1.00008371   -0 43 19.0
 AJ3561;SPC AZ C     -   867,333.85    299,447.22   iFT  1.00008371   -0 43 19.0
 AJ3561;UTM  12      - 3,695,336.240   292,666.744   MT  1.00013001   -1 13 35.8
 AJ3561
 AJ3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3561!SPC AZ C     -   0.99994561  x   1.00008371  =   1.00002932
 AJ3561!UTM  12      -   0.99994561  x   1.00013001  =   1.00007562
 AJ3561
 AJ3561                          SUPERSEDED SURVEY CONTROL
 AJ3561
 AJ3561  NAD 83(1992)-  33 22 38.32163(N)    113 13 43.60097(W) AD(       ) B
 AJ3561  ELLIP H (04/12/01)  346.468  (m)                       GP(       ) 3 2
 AJ3561
 AJ3561.Superseded values are not recommended for survey control.
 AJ3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3561.See file dsdata.txt to determine how the superseded data were derived.
 AJ3561
 AJ3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9266795336(NAD 83)
 AJ3561_MARKER: I = METAL ROD
 AJ3561_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3561_STAMPING: 4AS1 1999
 AJ3561_MARK LOGO: MCDOT 
 AJ3561_PROJECTION: FLUSH
 AJ3561_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3561+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3561_ROD/PIPE-DEPTH: 17.1 meters
 AJ3561_SLEEVE-DEPTH  :  0.8 meters
 AJ3561
 AJ3561  HISTORY     - Date     Condition        Report By
 AJ3561  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3561
 AJ3561                          STATION DESCRIPTION
 AJ3561
 AJ3561'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3561'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3561'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 36
 AJ3561'OWNERSHIP - STATE TRUST LAND
 AJ3561'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3561'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3561'HIGHWAY (EXIT 81) , TURN LEFT (SOUTHEAST) ON TO SALOME HIGHWAY AND
 AJ3561'DRIVE 0.2 MI (0.3 KM) AND BEARING RIGHT AT FORK IN ROAD ONTO
 AJ3561'HARQUAHALA VALLEY ROAD, THENCE CONTINUE AROUND BEND AND DRIVE WEST FOR
 AJ3561'0.4 MI (0.6 KM) , THENCE CONTINUE AROUND A 90 DEGREE BEND (SOUTH) ON
 AJ3561'HARQUAHALA VALLEY ROAD AND DRIVE 11.0 MI (17.7 KM) TO BASELINE ROAD,
 AJ3561'THENCE TURN RIGHT (WEST) ON TO BASELINE ROAD AND DRIVE 3.9 MI (6.3 KM)
 AJ3561'TO 547TH AVENUE LOCATED ON THE SOUTH SIDE OF BASELINE ROAD, THENCE
 AJ3561'CONTINUE WEST ON BASELINE ROAD TO JUST BEFORE EAGLE TAIL RANCH ARCH
 AJ3561'AND GATE, THENCE PARK VEHICLE AND WALK 100 FT (30.5 M) SOUTH AND TO
 AJ3561'STATION AS DESCRIBED
 AJ3561'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3561'COMPRESSED ON A 56 FOOT (17.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3561'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3561'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4AS1 1999, SURROUNDED
 AJ3561'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3561'CARSONITE MARKER
 AJ3561'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3561'4.0 MI (6.4 KM) - WEST OF HARQUAHALA VALLEY ROAD
 AJ3561'100 FT (30.5 M) SOUTH OF BASELINE ROAD
 AJ3561'45 FT (13.7 M) WEST OF STREET SIGN ON SOUTH EAST CORNER OF BASELINE
 AJ3561'ROAD AND 547TH AVENUE
 AJ3561'25 FT (7.6 M) WEST OF 547TH AVENUE
 AJ3561'3 FT (0.9 M) EAST OF BARBED WIRE FENCE
 AJ3561'1 FT (0.3 M) EAST OF WHITE CARSONITE MARKER
 AJ3561'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3561'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3822 ***********************************************************************
 AJ3822  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3822  DESIGNATION -  4BB1
 AJ3822  PID         -  AJ3822
 AJ3822  STATE/COUNTY-  AZ/MARICOPA
 AJ3822  USGS QUAD   -  TOLLESON (1982)
 AJ3822
 AJ3822                         *CURRENT SURVEY CONTROL
 AJ3822  ___________________________________________________________________
 AJ3822* NAD 83(2007)-  33 25 14.32548(N)    112 21 07.91873(W)     ADJUSTED  
 AJ3822* NAVD 88     -       292.23   (meters)     958.8    (feet)  GPS OBS   
 AJ3822  ___________________________________________________________________
 AJ3822  EPOCH DATE  -        2007.00
 AJ3822  X           -  -2,026,666.517 (meters)                     COMP
 AJ3822  Y           -  -4,928,728.569 (meters)                     COMP
 AJ3822  Z           -   3,493,135.832 (meters)                     COMP
 AJ3822  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AJ3822  ELLIP HEIGHT-         261.886 (meters)          (02/10/07) ADJUSTED
 AJ3822  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3822
 AJ3822  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3822  Type    PID    Designation                      North   East  Ellip
 AJ3822  -------------------------------------------------------------------
 AJ3822  NETWORK AJ3822 4BB1                              0.84   0.73   1.18
 AJ3822  -------------------------------------------------------------------
 AJ3822
 AJ3822.The horizontal coordinates were established by GPS observations
 AJ3822.and adjusted by the National Geodetic Survey in February 2007.
 AJ3822
 AJ3822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3822.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3822.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3822.The epoch date for horizontal control is a decimal equivalence
 AJ3822.of Year/Month/Day.
 AJ3822
 AJ3822.The orthometric height was determined by GPS observations and a
 AJ3822.high-resolution geoid model.
 AJ3822.The orthometric height was determined by GPS observations and a
 AJ3822.high-resolution geoid model using precise GPS observation and
 AJ3822.processing techniques.
 AJ3822
 AJ3822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3822
 AJ3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3822
 AJ3822.The ellipsoidal height was determined by GPS observations
 AJ3822.and is referenced to NAD 83.
 AJ3822
 AJ3822.The geoid height was determined by GEOID03.
 AJ3822
 AJ3822;                    North         East     Units Scale Factor Converg.
 AJ3822;SPC AZ C     -   268,484.758   172,856.176   MT  0.99992022   -0 14 23.6
 AJ3822;SPC AZ C     -   880,855.51    567,113.44   iFT  0.99992022   -0 14 23.6
 AJ3822;UTM  12      - 3,698,738.550   374,281.322   MT  0.99979486   -0 44 41.5
 AJ3822
 AJ3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3822!SPC AZ C     -   0.99995889  x   0.99992022  =   0.99987911
 AJ3822!UTM  12      -   0.99995889  x   0.99979486  =   0.99975376
 AJ3822
 AJ3822                          SUPERSEDED SURVEY CONTROL
 AJ3822
 AJ3822  NAD 83(1992)-  33 25 14.32477(N)    112 21 07.91816(W) AD(       ) B
 AJ3822  ELLIP H (04/12/01)  261.909  (m)                       GP(       ) 3 2
 AJ3822
 AJ3822.Superseded values are not recommended for survey control.
 AJ3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3822.See file dsdata.txt to determine how the superseded data were derived.
 AJ3822
 AJ3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7428198739(NAD 83)
 AJ3822_MARKER: I = METAL ROD
 AJ3822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3822+WITH SETTING: INFORMATION.
 AJ3822_STAMPING: 4BB1 9/1999
 AJ3822_MARK LOGO: MCDOT 
 AJ3822_PROJECTION: FLUSH
 AJ3822_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3822+STABILITY: POSITION/ELEVATION WELL
 AJ3822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3822+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 AJ3822_ROD/PIPE-DEPTH:  2.4 meters
 AJ3822_SLEEVE-DEPTH  :  0.8 meters
 AJ3822
 AJ3822  HISTORY     - Date     Condition        Report By
 AJ3822  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3822  HISTORY     - 20060510 GOOD             DIBBLE
 AJ3822  HISTORY     - 20080409 GOOD             GEOCAC
 AJ3822
 AJ3822                          STATION DESCRIPTION
 AJ3822
 AJ3822'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3822'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF THE TOWN OF
 AJ3822'GOODYEAR IN TOWNSHIP 1 NORTH, RANGE 1 WEST, SECTION 22
 AJ3822'OWNERSHIP - PRIVATE
 AJ3822'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND LITCHFIELD
 AJ3822'ROAD AT EXIT 128, DRIVE SOUTH ON LITCHFIELD ROAD 2.5 MI (4.0 KM) TO
 AJ3822'THE INTERSECTION OF LITCHFIELD ROAD AND LOWER BUCKEYE ROAD, THENCE
 AJ3822'TURN LEFT (EAST) AND DRIVE 0.4 MI (0.6 KM) TO THE STATION 64 FT (19.5
 AJ3822'M) RIGHT (SOUTH) OF CENTERLINE OF LOWER BUCKEYE ROAD IN A CINDER
 AJ3822'FILLED LANDSCAPE AREA SURROUNDED BY CONCRETE CURBING
 AJ3822'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3822'COMPRESSED ON A 8.0 FT (2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3822'ENCASED IN A 1 INCH GREASE FILLED PVC PIPE ENCLOSED IN A 5 INCH PVC
 AJ3822'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4BB1 9/1999, SURROUNDED
 AJ3822'BY A CONCRETE COLLAR, FLUSH WITH THE GROUND, NO CARSONITE MARKER
 AJ3822'STATION TIES -
 AJ3822'64 FT (19.5 M) SOUTH OF THE CENTERLINE OF LOWER BUCKEYE ROAD
 AJ3822'10 FT (3.0 M) NORTH OF A CONCRETE CURB
 AJ3822'FOR A TO REACH MAP, STATION IMAGES, AND ADDITIONAL INFORMATION YOU CAN
 AJ3822'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3822
 AJ3822                          STATION RECOVERY (2006)
 AJ3822
 AJ3822'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (SNS)
 AJ3822'RECOVERED IN GOOD CONDITION.
 AJ3822
 AJ3822                          STATION RECOVERY (2008)
 AJ3822
 AJ3822'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3829 ***********************************************************************
 AJ3829  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3829  DESIGNATION -  4BD1
 AJ3829  PID         -  AJ3829
 AJ3829  STATE/COUNTY-  AZ/MARICOPA
 AJ3829  USGS QUAD   -  PERRYVILLE (1982)
 AJ3829
 AJ3829                         *CURRENT SURVEY CONTROL
 AJ3829  ___________________________________________________________________
 AJ3829* NAD 83(2007)-  33 25 15.78343(N)    112 27 43.78885(W)     ADJUSTED  
 AJ3829* NAVD 88     -       287.95   (meters)     944.7    (feet)  GPS OBS   
 AJ3829  ___________________________________________________________________
 AJ3829  EPOCH DATE  -        2007.00
 AJ3829  X           -  -2,036,111.314 (meters)                     COMP
 AJ3829  Y           -  -4,924,803.629 (meters)                     COMP
 AJ3829  Z           -   3,493,170.927 (meters)                     COMP
 AJ3829  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3829  ELLIP HEIGHT-         257.534 (meters)          (02/10/07) ADJUSTED
 AJ3829  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AJ3829
 AJ3829  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3829  Type    PID    Designation                      North   East  Ellip
 AJ3829  -------------------------------------------------------------------
 AJ3829  NETWORK AJ3829 4BD1                              1.00   0.96   1.59
 AJ3829  -------------------------------------------------------------------
 AJ3829
 AJ3829.The horizontal coordinates were established by GPS observations
 AJ3829.and adjusted by the National Geodetic Survey in February 2007.
 AJ3829
 AJ3829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3829.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3829.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3829.The epoch date for horizontal control is a decimal equivalence
 AJ3829.of Year/Month/Day.
 AJ3829
 AJ3829.The orthometric height was determined by GPS observations and a
 AJ3829.high-resolution geoid model.
 AJ3829.The orthometric height was determined by GPS observations and a
 AJ3829.high-resolution geoid model using precise GPS observation and
 AJ3829.processing techniques.
 AJ3829
 AJ3829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3829
 AJ3829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3829
 AJ3829.The ellipsoidal height was determined by GPS observations
 AJ3829.and is referenced to NAD 83.
 AJ3829
 AJ3829.The geoid height was determined by GEOID03.
 AJ3829
 AJ3829;                    North         East     Units Scale Factor Converg.
 AJ3829;SPC AZ C     -   268,577.895   162,629.844   MT  0.99993172   -0 18 01.7
 AJ3829;SPC AZ C     -   881,161.07    533,562.48   iFT  0.99993172   -0 18 01.7
 AJ3829;UTM  12      - 3,698,921.793   364,057.380   MT  0.99982784   -0 48 19.7
 AJ3829
 AJ3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3829!SPC AZ C     -   0.99995957  x   0.99993172  =   0.99989129
 AJ3829!UTM  12      -   0.99995957  x   0.99982784  =   0.99978742
 AJ3829
 AJ3829                          SUPERSEDED SURVEY CONTROL
 AJ3829
 AJ3829  NAD 83(1992)-  33 25 15.78265(N)    112 27 43.78833(W) AD(       ) B
 AJ3829  ELLIP H (04/12/01)  257.558  (m)                       GP(       ) 3 2
 AJ3829
 AJ3829.Superseded values are not recommended for survey control.
 AJ3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3829.See file dsdata.txt to determine how the superseded data were derived.
 AJ3829
 AJ3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6405798922(NAD 83)
 AJ3829_MARKER: I = METAL ROD
 AJ3829_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3829_STAMPING: 4BD1 1999
 AJ3829_MARK LOGO: MCDOT 
 AJ3829_PROJECTION: FLUSH
 AJ3829_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3829+STABILITY: POSITION/ELEVATION WELL
 AJ3829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3829+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 AJ3829_ROD/PIPE-DEPTH:  6.1 meters
 AJ3829_SLEEVE-DEPTH  :  0.8 meters
 AJ3829
 AJ3829  HISTORY     - Date     Condition        Report By
 AJ3829  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3829  HISTORY     - 20070905 GOOD             EVANS
 AJ3829
 AJ3829                          STATION DESCRIPTION
 AJ3829
 AJ3829'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3829'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF THE TOWN OF
 AJ3829'GOODYEAR IN TOWNSHIP 1 NORTH, RANGE 2 WEST, SECTION 21
 AJ3829'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3829'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3829'TRAIL AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL 2.9 MI (4.7 KM) TO
 AJ3829'THE INTERSECTION OF LOWER BUCKEYE ROAD AND JACKRABBIT TRAIL, THENCE
 AJ3829'TURN LEFT (EAST) ONTO LOWER BUCKEYE ROAD AND DRIVE 1.0 MI (1.6 KM) TO
 AJ3829'THE STATION 30 FT (9.1 M) RIGHT (SOUTH) OF CENTERLINE OF LOWER BUCKEYE
 AJ3829'ROAD AND 210 FT (64.0 M) WEST OF THE INTERSECTION OF PERRYVILLE ROAD
 AJ3829'AND BUCKEYE ROAD
 AJ3829'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3829'COMPRESSED ON A 20 FT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3829'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3829'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BD1 1999, SURROUNDED WITH A
 AJ3829'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3829'MARKER
 AJ3829'STATION TIES -
 AJ3829'210 FT (64.0 M) WEST OF THE CENTERLINE OF PERRYVILLE ROAD
 AJ3829'30 FT (9.1 M) SOUTH OF THE CENTERLINE OF BUCKEYE ROAD
 AJ3829'14 FT (4.3 M) NORTH OF A CANAL
 AJ3829'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3829'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3829
 AJ3829                          STATION RECOVERY (2007)
 AJ3829
 AJ3829'RECOVERY NOTE BY DAVID EVANS + ASSOC 2007 (MGM)
 AJ3829'CARSONITE MARKER AND COUNTY LOGO ACCESS COVER ARE GONE
 AJ3829' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3828 ***********************************************************************
 AJ3828  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3828  DESIGNATION -  4BF1
 AJ3828  PID         -  AJ3828
 AJ3828  STATE/COUNTY-  AZ/MARICOPA
 AJ3828  USGS QUAD   -  VALENCIA (1982)
 AJ3828
 AJ3828                         *CURRENT SURVEY CONTROL
 AJ3828  ___________________________________________________________________
 AJ3828* NAD 83(2007)-  33 25 35.27278(N)    112 33 23.02299(W)     ADJUSTED  
 AJ3828* NAVD 88     -       315.19   (meters)    1034.1    (feet)  GPS OBS   
 AJ3828  ___________________________________________________________________
 AJ3828  EPOCH DATE  -        2007.00
 AJ3828  X           -  -2,044,089.983 (meters)                     COMP
 AJ3828  Y           -  -4,921,163.778 (meters)                     COMP
 AJ3828  Z           -   3,493,687.070 (meters)                     COMP
 AJ3828  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3828  ELLIP HEIGHT-         284.726 (meters)          (02/10/07) ADJUSTED
 AJ3828  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3828
 AJ3828  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3828  Type    PID    Designation                      North   East  Ellip
 AJ3828  -------------------------------------------------------------------
 AJ3828  NETWORK AJ3828 4BF1                              0.84   0.73   1.20
 AJ3828  -------------------------------------------------------------------
 AJ3828
 AJ3828.The horizontal coordinates were established by GPS observations
 AJ3828.and adjusted by the National Geodetic Survey in February 2007.
 AJ3828
 AJ3828.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3828.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3828.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3828.The epoch date for horizontal control is a decimal equivalence
 AJ3828.of Year/Month/Day.
 AJ3828
 AJ3828.The orthometric height was determined by GPS observations and a
 AJ3828.high-resolution geoid model.
 AJ3828.The orthometric height was determined by GPS observations and a
 AJ3828.high-resolution geoid model using precise GPS observation and
 AJ3828.processing techniques.
 AJ3828
 AJ3828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3828
 AJ3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3828
 AJ3828.The ellipsoidal height was determined by GPS observations
 AJ3828.and is referenced to NAD 83.
 AJ3828
 AJ3828.The geoid height was determined by GEOID03.
 AJ3828
 AJ3828;                    North         East     Units Scale Factor Converg.
 AJ3828;SPC AZ C     -   269,228.221   153,870.037   MT  0.99994362   -0 21 08.7
 AJ3828;SPC AZ C     -   883,294.69    504,822.96   iFT  0.99994362   -0 21 08.7
 AJ3828;UTM  12      - 3,699,649.240   355,304.475   MT  0.99985813   -0 51 27.1
 AJ3828
 AJ3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3828!SPC AZ C     -   0.99995530  x   0.99994362  =   0.99989892
 AJ3828!UTM  12      -   0.99995530  x   0.99985813  =   0.99981344
 AJ3828
 AJ3828                          SUPERSEDED SURVEY CONTROL
 AJ3828
 AJ3828  NAD 83(1992)-  33 25 35.27198(N)    112 33 23.02252(W) AD(       ) B
 AJ3828  ELLIP H (04/12/01)  284.752  (m)                       GP(       ) 3 2
 AJ3828
 AJ3828.Superseded values are not recommended for survey control.
 AJ3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3828.See file dsdata.txt to determine how the superseded data were derived.
 AJ3828
 AJ3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5530499649(NAD 83)
 AJ3828_MARKER: I = METAL ROD
 AJ3828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3828_STAMPING: 4BF1 1999
 AJ3828_MARK LOGO: MCDOT 
 AJ3828_PROJECTION: FLUSH
 AJ3828_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3828+STABILITY: POSITION/ELEVATION WELL
 AJ3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3828+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3828_ROD/PIPE-DEPTH: 13.4 meters
 AJ3828_SLEEVE-DEPTH  :  0.8 meters
 AJ3828
 AJ3828  HISTORY     - Date     Condition        Report By
 AJ3828  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3828  HISTORY     - 20080922 MARK NOT FOUND   MCDOT
 AJ3828
 AJ3828                          STATION DESCRIPTION
 AJ3828
 AJ3828'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3828'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHEAST OF THE TOWN OF
 AJ3828'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 3 WEST, SECTION 16
 AJ3828'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3828'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3828'ROAD AT EXIT 114, DRIVE SOUTH ON MILLER ROAD 1.9 MI (3.1 KM) TO THE
 AJ3828'INTERSECTION OF BROADWAY ROAD AND MILLER ROAD, THENCE TURN LEFT (EAST)
 AJ3828'ONTO BROADWAY ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 AJ3828'BROADWAY ROAD AND WATSON ROAD, THENCE TURN LEFT (NORTH) AND DRIVE 1.3
 AJ3828'MI (2.1 KM) TO THE STATION 35 FT (10.7 M) LEFT (WEST) OF THE
 AJ3828'CENTERLINE OF WATSON ROAD
 AJ3828'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3828'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3828'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3828'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BF1 1999, SURROUNDED WITH A
 AJ3828'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3828'MARKER
 AJ3828'STATION TIES -
 AJ3828'35 FT (10.7 M) WEST OF THE CENTERLINE OF WATSON ROAD
 AJ3828'35 FT (10.7 M) SOUTH OF THE EXTENDED CENTERLINE ALIGNMENT OF WATKINS
 AJ3828'STREET
 AJ3828'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3828'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3828
 AJ3828                          STATION RECOVERY (2008)
 AJ3828
 AJ3828'RECOVERY NOTE BY MARICOPA CO DOT 2008 (XXX)
 AJ3828'IT WAS REPORTED TO MCDOT VIA A PHONE CONVERSION THAT THIS MONUMENT IS
 AJ3828'NOT FOUND. MCDOT HAS NOT CONFIRMED THIS.
 AJ3828'BRIAN DALAGER
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3827 ***********************************************************************
 AJ3827  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3827  DESIGNATION -  4BJ1
 AJ3827  PID         -  AJ3827
 AJ3827  STATE/COUNTY-  AZ/MARICOPA
 AJ3827  USGS QUAD   -  WINTERSBURG (1984)
 AJ3827
 AJ3827                         *CURRENT SURVEY CONTROL
 AJ3827  ___________________________________________________________________
 AJ3827* NAD 83(2007)-  33 25 15.90121(N)    112 45 50.31674(W)     ADJUSTED  
 AJ3827* NAVD 88     -       299.72   (meters)     983.3    (feet)  GPS OBS   
 AJ3827  ___________________________________________________________________
 AJ3827  EPOCH DATE  -        2007.00
 AJ3827  X           -  -2,062,027.905 (meters)                     COMP
 AJ3827  Y           -  -4,914,016.739 (meters)                     COMP
 AJ3827  Z           -   3,493,180.199 (meters)                     COMP
 AJ3827  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AJ3827  ELLIP HEIGHT-         268.868 (meters)          (02/10/07) ADJUSTED
 AJ3827  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3827
 AJ3827  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3827  Type    PID    Designation                      North   East  Ellip
 AJ3827  -------------------------------------------------------------------
 AJ3827  NETWORK AJ3827 4BJ1                              0.92   0.90   1.47
 AJ3827  -------------------------------------------------------------------
 AJ3827
 AJ3827.The horizontal coordinates were established by GPS observations
 AJ3827.and adjusted by the National Geodetic Survey in February 2007.
 AJ3827
 AJ3827.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3827.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3827.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3827.The epoch date for horizontal control is a decimal equivalence
 AJ3827.of Year/Month/Day.
 AJ3827
 AJ3827.The orthometric height was determined by GPS observations and a
 AJ3827.high-resolution geoid model.
 AJ3827.The orthometric height was determined by GPS observations and a
 AJ3827.high-resolution geoid model using precise GPS observation and
 AJ3827.processing techniques.
 AJ3827
 AJ3827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3827
 AJ3827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3827
 AJ3827.The ellipsoidal height was determined by GPS observations
 AJ3827.and is referenced to NAD 83.
 AJ3827
 AJ3827.The geoid height was determined by GEOID03.
 AJ3827
 AJ3827;                    North         East     Units Scale Factor Converg.
 AJ3827;SPC AZ C     -   268,769.441   134,561.154   MT  0.99997653   -0 28 00.2
 AJ3827;SPC AZ C     -   881,789.50    441,473.60   iFT  0.99997653   -0 28 00.2
 AJ3827;UTM  12      - 3,699,360.712   335,993.557   MT  0.99993163   -0 58 18.5
 AJ3827
 AJ3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3827!SPC AZ C     -   0.99995779  x   0.99997653  =   0.99993432
 AJ3827!UTM  12      -   0.99995779  x   0.99993163  =   0.99988942
 AJ3827
 AJ3827                          SUPERSEDED SURVEY CONTROL
 AJ3827
 AJ3827  NAD 83(1992)-  33 25 15.90036(N)    112 45 50.31642(W) AD(       ) B
 AJ3827  ELLIP H (04/12/01)  268.902  (m)                       GP(       ) 3 2
 AJ3827
 AJ3827.Superseded values are not recommended for survey control.
 AJ3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3827.See file dsdata.txt to determine how the superseded data were derived.
 AJ3827
 AJ3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3599499361(NAD 83)
 AJ3827_MARKER: I = METAL ROD
 AJ3827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3827_STAMPING: 4BJ1 1999
 AJ3827_MARK LOGO: MCDOT 
 AJ3827_PROJECTION: FLUSH
 AJ3827_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3827+STABILITY: POSITION/ELEVATION WELL
 AJ3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3827+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3827_ROD/PIPE-DEPTH:  3.7 meters
 AJ3827_SLEEVE-DEPTH  :  0.8 meters
 AJ3827
 AJ3827  HISTORY     - Date     Condition        Report By
 AJ3827  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3827
 AJ3827                          STATION DESCRIPTION
 AJ3827
 AJ3827'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3827'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTHWEST OF THE TOWN
 AJ3827'OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 5 WEST, SECTION 15
 AJ3827'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3827'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3827'AVENUE AT EXIT 103, DRIVE SOUTH ON 339TH AVENUE 2.8 MI (4.5 KM) TO THE
 AJ3827'INTERSECTION OF LOWER BUCKEYE ROAD AND 339TH AVENUE, THENCE TURN LEFT
 AJ3827'(EAST) ONTO LOWER BUCKEYE ROAD AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3827'INTERSECTION OF AN UNMARKED DIRT ROAD AND LOWER BUCKEYE ROAD, THENCE
 AJ3827'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE 26 FT (7.9 M) TO THE
 AJ3827'STATION 14 FT (4.3 M) RIGHT (EAST) OF CENTERLINE OF DIRT ROAD
 AJ3827'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3827'COMPRESSED ON A 12 FT (3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3827'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3827'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BJ1 1999, SURROUNDED WITH A
 AJ3827'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3827'MARKER
 AJ3827'STATION TIES -
 AJ3827'14 FT (4.3 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3827'26 FT (7.9 M) NORTH OF THE CENTERLINE OF LOWER BUCKEYE ROAD
 AJ3827'9 FT (2.7 M) SOUTH OF A MAILBOX
 AJ3827'28 FT (8.5 M) SOUTH OF A POWER POLE
 AJ3827'2 FT (0.6 M) WEST OF A BARBED WIRE FENCE
 AJ3827'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3827'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3562 ***********************************************************************
 AJ3562  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3562  DESIGNATION -  4BL1
 AJ3562  PID         -  AJ3562
 AJ3562  STATE/COUNTY-  AZ/MARICOPA
 AJ3562  USGS QUAD   -  WINTERSBURG (1984)
 AJ3562
 AJ3562                         *CURRENT SURVEY CONTROL
 AJ3562  ___________________________________________________________________
 AJ3562* NAD 83(2007)-  33 25 28.81599(N)    112 52 03.16776(W)     ADJUSTED  
 AJ3562* NAVD 88     -       308.17   (meters)    1011.1    (feet)  GPS OBS   
 AJ3562  ___________________________________________________________________
 AJ3562  EPOCH DATE  -        2007.00
 AJ3562  X           -  -2,070,824.793 (meters)                     COMP
 AJ3562  Y           -  -4,910,085.767 (meters)                     COMP
 AJ3562  Z           -   3,493,516.880 (meters)                     COMP
 AJ3562  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AJ3562  ELLIP HEIGHT-         277.178 (meters)          (02/10/07) ADJUSTED
 AJ3562  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3562
 AJ3562  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3562  Type    PID    Designation                      North   East  Ellip
 AJ3562  -------------------------------------------------------------------
 AJ3562  NETWORK AJ3562 4BL1                              0.80   0.71   1.14
 AJ3562  -------------------------------------------------------------------
 AJ3562
 AJ3562.The horizontal coordinates were established by GPS observations
 AJ3562.and adjusted by the National Geodetic Survey in February 2007.
 AJ3562
 AJ3562.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3562.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3562.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3562.The epoch date for horizontal control is a decimal equivalence
 AJ3562.of Year/Month/Day.
 AJ3562
 AJ3562.The orthometric height was determined by GPS observations and a
 AJ3562.high-resolution geoid model.
 AJ3562.The orthometric height was determined by GPS observations and a
 AJ3562.high-resolution geoid model using precise GPS observation and
 AJ3562.processing techniques.
 AJ3562
 AJ3562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3562
 AJ3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3562
 AJ3562.The ellipsoidal height was determined by GPS observations
 AJ3562.and is referenced to NAD 83.
 AJ3562
 AJ3562.The geoid height was determined by GEOID03.
 AJ3562
 AJ3562;                    North         East     Units Scale Factor Converg.
 AJ3562;SPC AZ C     -   269,250.571   124,932.598   MT  0.99999637   -0 31 25.7
 AJ3562;SPC AZ C     -   883,368.02    409,883.85   iFT  0.99999637   -0 31 25.7
 AJ3562;UTM  12      - 3,699,926.689   326,369.951   MT  0.99997169   -1 01 44.3
 AJ3562
 AJ3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3562!SPC AZ C     -   0.99995649  x   0.99999637  =   0.99995286
 AJ3562!UTM  12      -   0.99995649  x   0.99997169  =   0.99992818
 AJ3562
 AJ3562                          SUPERSEDED SURVEY CONTROL
 AJ3562
 AJ3562  NAD 83(1992)-  33 25 28.81514(N)    112 52 03.16745(W) AD(       ) B
 AJ3562  ELLIP H (04/12/01)  277.205  (m)                       GP(       ) 3 2
 AJ3562
 AJ3562.Superseded values are not recommended for survey control.
 AJ3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3562.See file dsdata.txt to determine how the superseded data were derived.
 AJ3562
 AJ3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2637099927(NAD 83)
 AJ3562_MARKER: I = METAL ROD
 AJ3562_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3562_STAMPING: 4BL1 1999
 AJ3562_MARK LOGO: MCDOT 
 AJ3562_PROJECTION: FLUSH
 AJ3562_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3562+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 AJ3562_ROD/PIPE-DEPTH:  3.7 meters
 AJ3562_SLEEVE-DEPTH  :  0.8 meters
 AJ3562
 AJ3562  HISTORY     - Date     Condition        Report By
 AJ3562  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3562  HISTORY     - 20070521 GOOD             MCDOT
 AJ3562  HISTORY     - 20090117 GOOD             GEOCAC
 AJ3562
 AJ3562                          STATION DESCRIPTION
 AJ3562
 AJ3562'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3562'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3562'PHOENIX, TOWNSHIP 01 NORTH, RANGE 06 WEST, SECTION 15
 AJ3562'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3562'10, DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO WINTERSBURG
 AJ3562'ROAD (EXIT 98) ,THENCE TURN LEFT (SOUTH) ON TO WINTERSBURG ROAD AND
 AJ3562'DRIVE 4.0 MI (6.4 KM) TO SALOME HIGHWAY, THENCE TURN LEFT (EAST) ON TO
 AJ3562'SALOME HIGHWAY AND DRIVE SOUTHEAST FOR 80 FT (24.4 M) , THENCE PARK
 AJ3562'VEHICLE AND WALK 95 FT (29.0 M) NORTH AND TO STATION AS DESCRIBED
 AJ3562'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3562'COMPRESSED ON A 12 FOOT (3.66 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3562'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3562'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4BL1 1999, SURROUNDED
 AJ3562'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3562'CARSONITE MARKER
 AJ3562'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3562'4.0 MI (6.4 KM) - SOUTH OF INTERSTATE 10
 AJ3562'95 FT (29.0 M) - NORTH OF SALOME HIGHWAY
 AJ3562'80 FT (24.4 M) - SOUTHEAST OF WINTERSBURG ROAD
 AJ3562'70 FT (21.3 M) - NORTHWEST OF A POWER POLE
 AJ3562'5 FT (1.5 M) - SOUTH OF BARBED WIRE FENCE
 AJ3562'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3562'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3562
 AJ3562                          STATION RECOVERY (2007)
 AJ3562
 AJ3562'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3562'MONUMENT FOUND IN GOOD CONDITION.
 AJ3562
 AJ3562                          STATION RECOVERY (2009)
 AJ3562
 AJ3562'RECOVERY NOTE BY GEOCACHING 2009 (RHT)
 AJ3562'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3563 ***********************************************************************
 AJ3563  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3563  DESIGNATION -  4BO2
 AJ3563  PID         -  AJ3563
 AJ3563  STATE/COUNTY-  AZ/MARICOPA
 AJ3563  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 AJ3563
 AJ3563                         *CURRENT SURVEY CONTROL
 AJ3563  ___________________________________________________________________
 AJ3563* NAD 83(2007)-  33 26 04.43748(N)    113 01 08.51339(W)     ADJUSTED  
 AJ3563* NAVD 88     -       439.99   (meters)    1443.5    (feet)  GPS OBS   
 AJ3563  ___________________________________________________________________
 AJ3563  EPOCH DATE  -        2007.00
 AJ3563  X           -  -2,083,605.947 (meters)                     COMP
 AJ3563  Y           -  -4,904,138.291 (meters)                     COMP
 AJ3563  Z           -   3,494,505.446 (meters)                     COMP
 AJ3563  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AJ3563  ELLIP HEIGHT-         408.990 (meters)          (02/10/07) ADJUSTED
 AJ3563  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AJ3563
 AJ3563  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3563  Type    PID    Designation                      North   East  Ellip
 AJ3563  -------------------------------------------------------------------
 AJ3563  NETWORK AJ3563 4BO2                              0.63   0.55   0.98
 AJ3563  -------------------------------------------------------------------
 AJ3563
 AJ3563.The horizontal coordinates were established by GPS observations
 AJ3563.and adjusted by the National Geodetic Survey in February 2007.
 AJ3563
 AJ3563.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3563.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3563.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3563.The epoch date for horizontal control is a decimal equivalence
 AJ3563.of Year/Month/Day.
 AJ3563
 AJ3563.The orthometric height was determined by GPS observations and a
 AJ3563.high-resolution geoid model.
 AJ3563.The orthometric height was determined by GPS observations and a
 AJ3563.high-resolution geoid model using precise GPS observation and
 AJ3563.processing techniques.
 AJ3563
 AJ3563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3563
 AJ3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3563
 AJ3563.The ellipsoidal height was determined by GPS observations
 AJ3563.and is referenced to NAD 83.
 AJ3563
 AJ3563.The geoid height was determined by GEOID03.
 AJ3563
 AJ3563;                    North         East     Units Scale Factor Converg.
 AJ3563;SPC AZ C     -   270,487.065   110,856.200   MT  1.00002950   -0 36 26.8
 AJ3563;SPC AZ C     -   887,424.75    363,701.44   iFT  1.00002950   -0 36 26.8
 AJ3563;UTM  12      - 3,701,287.248   312,305.144   MT  1.00003435   -1 06 46.0
 AJ3563
 AJ3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3563!SPC AZ C     -   0.99993580  x   1.00002950  =   0.99996529
 AJ3563!UTM  12      -   0.99993580  x   1.00003435  =   0.99997014
 AJ3563
 AJ3563                          SUPERSEDED SURVEY CONTROL
 AJ3563
 AJ3563  NAD 83(1992)-  33 26 04.43657(N)    113 01 08.51306(W) AD(       ) B
 AJ3563  ELLIP H (04/12/01)  409.019  (m)                       GP(       ) 3 2
 AJ3563
 AJ3563.Superseded values are not recommended for survey control.
 AJ3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3563.See file dsdata.txt to determine how the superseded data were derived.
 AJ3563
 AJ3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1230501287(NAD 83)
 AJ3563_MARKER: I = METAL ROD
 AJ3563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3563+WITH SETTING: INFORMATION.
 AJ3563_STAMPING: 4BO2 1999
 AJ3563_MARK LOGO: MCDOT 
 AJ3563_PROJECTION: FLUSH
 AJ3563_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3563+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2007
 AJ3563_ROD/PIPE-DEPTH:  1.2 meters
 AJ3563_SLEEVE-DEPTH  :  0.8 meters
 AJ3563
 AJ3563  HISTORY     - Date     Condition        Report By
 AJ3563  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3563  HISTORY     - 20070207 GOOD             GEOCAC
 AJ3563
 AJ3563                          STATION DESCRIPTION
 AJ3563
 AJ3563'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3563'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3563'PHOENIX, TOWNSHIP 01 NORTH, RANGE 07 WEST, SECTION 18
 AJ3563'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3563'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3563'10, DRIVE WEST ON INTERSTATE 10 FOR 51.0 MI (82.1 KM) TO 411TH AVENUE
 AJ3563'(EXIT 94) ,THENCE TURN LEFT (SOUTH) ON TO 411TH AVENUE AND DRIVE 2.8
 AJ3563'MI (4.5 KM) TO SALOME HIGHWAY, THENCE TURN RIGHT (WEST) ONTO SALOME
 AJ3563'HIGHWAY AND DRIVE 4.4 MI (7.1 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF
 AJ3563'SALOME HIGHWAY, THENCE TURN LEFT (SOUTH) ON TO DIRT (TRACK) ROAD AND
 AJ3563'DRIVE 1.4 MI (2.3 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3563'CONTINUE SOUTH FOR 0.7 MI (1.1 KM) TO WHERE THE ROAD DIPS FROM INTO A
 AJ3563'VALLEY TO UP A SMALL HILL, THENCE CONTINUE SOUTH ON TRACK ROAD FOR 1.2
 AJ3563'MI (1.9 KM) , THENCE PARK VEHICLE AND WALK 50 FT (15.2 M) WEST AND THE
 AJ3563'STATION AS DESCRIBED
 AJ3563'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3563'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROAD DRIVEN TO REFUSAL,
 AJ3563'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3563'WITH A COUNTY LOGO ACCESS COVER STAMPED 4BO2 1999, SURROUNDED WITH A
 AJ3563'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3563'MARKER
 AJ3563'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3563'2.3 MI (3.7 KM) - SOUTH OF SALOME HIGHWAY
 AJ3563'0.2 MI (0.3 KM) - NORTH OF AN IMPASSABLE GORGE ROAD
 AJ3563'50 FT (15.2 M) - WEST OF THE TRACK ROAD
 AJ3563'1 FT (0.3 M) - EAST OF WHITE CARSONITE MARKER
 AJ3563'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3563'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3563
 AJ3563                          STATION RECOVERY (2007)
 AJ3563
 AJ3563'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3564 ***********************************************************************
 AJ3564  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3564  DESIGNATION -  4BR1
 AJ3564  PID         -  AJ3564
 AJ3564  STATE/COUNTY-  AZ/MARICOPA
 AJ3564  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3564
 AJ3564                         *CURRENT SURVEY CONTROL
 AJ3564  ___________________________________________________________________
 AJ3564* NAD 83(2007)-  33 25 16.10841(N)    113 10 16.54734(W)     ADJUSTED  
 AJ3564* NAVD 88     -       342.00   (meters)    1122.0    (feet)  GPS OBS   
 AJ3564  ___________________________________________________________________
 AJ3564  EPOCH DATE  -        2007.00
 AJ3564  X           -  -2,096,919.103 (meters)                     COMP
 AJ3564  Y           -  -4,899,263.709 (meters)                     COMP
 AJ3564  Z           -   3,493,208.591 (meters)                     COMP
 AJ3564  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AJ3564  ELLIP HEIGHT-         310.742 (meters)          (02/10/07) ADJUSTED
 AJ3564  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AJ3564
 AJ3564  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3564  Type    PID    Designation                      North   East  Ellip
 AJ3564  -------------------------------------------------------------------
 AJ3564  NETWORK AJ3564 4BR1                              0.71   0.63   1.06
 AJ3564  -------------------------------------------------------------------
 AJ3564
 AJ3564.The horizontal coordinates were established by GPS observations
 AJ3564.and adjusted by the National Geodetic Survey in February 2007.
 AJ3564
 AJ3564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3564.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3564.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3564.The epoch date for horizontal control is a decimal equivalence
 AJ3564.of Year/Month/Day.
 AJ3564
 AJ3564.The orthometric height was determined by GPS observations and a
 AJ3564.high-resolution geoid model.
 AJ3564.The orthometric height was determined by GPS observations and a
 AJ3564.high-resolution geoid model using precise GPS observation and
 AJ3564.processing techniques.
 AJ3564
 AJ3564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3564
 AJ3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3564
 AJ3564.The ellipsoidal height was determined by GPS observations
 AJ3564.and is referenced to NAD 83.
 AJ3564
 AJ3564.The geoid height was determined by GEOID03.
 AJ3564
 AJ3564;                    North         East     Units Scale Factor Converg.
 AJ3564;SPC AZ C     -   269,158.559    96,682.078   MT  1.00006779   -0 41 27.9
 AJ3564;SPC AZ C     -   883,066.14    317,198.42   iFT  1.00006779   -0 41 27.9
 AJ3564;UTM  12      - 3,700,083.767   298,119.577   MT  1.00010249   -1 11 46.7
 AJ3564
 AJ3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3564!SPC AZ C     -   0.99995122  x   1.00006779  =   1.00001900
 AJ3564!UTM  12      -   0.99995122  x   1.00010249  =   1.00005370
 AJ3564
 AJ3564                          SUPERSEDED SURVEY CONTROL
 AJ3564
 AJ3564  NAD 83(1992)-  33 25 16.10743(N)    113 10 16.54708(W) AD(       ) B
 AJ3564  ELLIP H (04/12/01)  310.770  (m)                       GP(       ) 3 2
 AJ3564
 AJ3564.Superseded values are not recommended for survey control.
 AJ3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3564.See file dsdata.txt to determine how the superseded data were derived.
 AJ3564
 AJ3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9812000084(NAD 83)
 AJ3564_MARKER: I = METAL ROD
 AJ3564_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3564_STAMPING: 4BR1 1999
 AJ3564_MARK LOGO: MCDOT 
 AJ3564_PROJECTION: FLUSH
 AJ3564_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3564+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 AJ3564_ROD/PIPE-DEPTH:  8.5 meters
 AJ3564_SLEEVE-DEPTH  :  0.8 meters
 AJ3564
 AJ3564  HISTORY     - Date     Condition        Report By
 AJ3564  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3564  HISTORY     - 20070523 GOOD             MCDOT
 AJ3564
 AJ3564                          STATION DESCRIPTION
 AJ3564
 AJ3564'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3564'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3564'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 15
 AJ3564'OWNERSHIP - STATE TRUST LAND
 AJ3564'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3564'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3564'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3564'DRIVE 0.2 MI (0.3 KM) TO A FORK IN THE ROAD, THENCE BEAR RIGHT AT FORK
 AJ3564'ON TO HARQUAHALA VALLEY ROAD AND DRIVE 0.4 MI (0.6 KM) TO A 90 DEGREE
 AJ3564'BEND, THENCE TURN LEFT (SOUTH) CONTINUING ON HARQUAHALA VALLEY ROAD
 AJ3564'FOR 8.0 MI (12.9 KM) TO LOWER BUCKEYE ROAD, THENCE TURN RIGHT (WEST)
 AJ3564'ON TO LOWER BUCKEYE ROAD AND DRIVE 0.5 MI (0.8 KM) TO A BC IN HAND
 AJ3564'HOLE AT 1/4 CORNER, THENCE CONTINUE WEST ON LOWER BUCKEYE ROAD FOR 200
 AJ3564'FT (61.0 M) , PARK VEHICLE AND WALK 38 FT (11.6 M) NORTH AND TO THE
 AJ3564'STATION AS DESCRIBED
 AJ3564'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3564'COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3564'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3564'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4BR1 1999, SURROUNDED
 AJ3564'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3564'CARSONITE MARKER
 AJ3564'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3564'8.6 MI (13.8 KM) - SOUTH OF INTERSTATE 10
 AJ3564'335 FT (102.1 M) - EAST OF A POWER POLE 39 FT (11.9 M) NORTH OF LOWER
 AJ3564'BUCKEYE ROAD
 AJ3564'200 FT (61.0 M) - WEST OF AN FD 1/2 INCH REBAR NORTH OF LOWER BUCKEYE
 AJ3564'ROAD AND 0.5 MI (0.8 KM) WEST OF HARQUAHALA VALLEY ROAD
 AJ3564'200 FT (61.0 M) - WEST OF A BC IN HAND HOLE AT 1/4 CORNER LOCATED 0.5
 AJ3564'MI (0.8 KM) WEST OF HARQUAHALA VALLEY ROAD
 AJ3564'166 FT (50.6 M) - WEST OF A POWER POLE LOCATED 39 FT (11.9 M) NORTH OF
 AJ3564'LOWER BUCKEYE ROAD
 AJ3564'40 FT (12.2 M) - SOUTH OF AN FD 1/2 INCH REBAR 0.5 MI (0.8 KM) WEST OF
 AJ3564'HARQUAHALA VALLEY ROAD
 AJ3564'38 FT (11.6 M) - NORTH OF CENTERLINE OF LOWER BUCKEYE ROAD
 AJ3564'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE MARKER
 AJ3564'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3564'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3564
 AJ3564                          STATION RECOVERY (2007)
 AJ3564
 AJ3564'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3837 ***********************************************************************
 AJ3837  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3837  DESIGNATION -  4CA4
 AJ3837  PID         -  AJ3837
 AJ3837  STATE/COUNTY-  AZ/MARICOPA
 AJ3837  USGS QUAD   -  TOLLESON (1982)
 AJ3837
 AJ3837                         *CURRENT SURVEY CONTROL
 AJ3837  ___________________________________________________________________
 AJ3837* NAD 83(2007)-  33 27 33.82450(N)    112 18 22.47671(W)     ADJUSTED  
 AJ3837* NAVD 88     -       311.20   (meters)    1021.0    (feet)  GPS OBS   
 AJ3837  ___________________________________________________________________
 AJ3837  EPOCH DATE  -        2007.00
 AJ3837  X           -  -2,021,819.636 (meters)                     COMP
 AJ3837  Y           -  -4,928,175.937 (meters)                     COMP
 AJ3837  Z           -   3,496,732.803 (meters)                     COMP
 AJ3837  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AJ3837  ELLIP HEIGHT-         280.839 (meters)          (02/10/07) ADJUSTED
 AJ3837  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AJ3837
 AJ3837  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3837  Type    PID    Designation                      North   East  Ellip
 AJ3837  -------------------------------------------------------------------
 AJ3837  NETWORK AJ3837 4CA4                              0.82   0.73   1.23
 AJ3837  -------------------------------------------------------------------
 AJ3837
 AJ3837.The horizontal coordinates were established by GPS observations
 AJ3837.and adjusted by the National Geodetic Survey in February 2007.
 AJ3837
 AJ3837.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3837.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3837.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3837.The epoch date for horizontal control is a decimal equivalence
 AJ3837.of Year/Month/Day.
 AJ3837
 AJ3837.The orthometric height was determined by GPS observations and a
 AJ3837.high-resolution geoid model.
 AJ3837.The orthometric height was determined by GPS observations and a
 AJ3837.high-resolution geoid model using precise GPS observation and
 AJ3837.processing techniques.
 AJ3837
 AJ3837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3837
 AJ3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3837
 AJ3837.The ellipsoidal height was determined by GPS observations
 AJ3837.and is referenced to NAD 83.
 AJ3837
 AJ3837.The geoid height was determined by GEOID03.
 AJ3837
 AJ3837;                    North         East     Units Scale Factor Converg.
 AJ3837;SPC AZ C     -   272,765.239   177,146.146   MT  0.99991616   -0 12 53.3
 AJ3837;SPC AZ C     -   894,899.08    581,188.14   iFT  0.99991616   -0 12 53.3
 AJ3837;UTM  12      - 3,702,980.485   378,608.308   MT  0.99978167   -0 43 13.0
 AJ3837
 AJ3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3837!SPC AZ C     -   0.99995591  x   0.99991616  =   0.99987208
 AJ3837!UTM  12      -   0.99995591  x   0.99978167  =   0.99973759
 AJ3837
 AJ3837                          SUPERSEDED SURVEY CONTROL
 AJ3837
 AJ3837  NAD 83(1992)-  33 27 33.82380(N)    112 18 22.47609(W) AD(       ) B
 AJ3837  ELLIP H (04/12/01)  280.866  (m)                       GP(       ) 3 2
 AJ3837
 AJ3837.Superseded values are not recommended for survey control.
 AJ3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3837.See file dsdata.txt to determine how the superseded data were derived.
 AJ3837
 AJ3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7860802980(NAD 83)
 AJ3837_MARKER: I = METAL ROD
 AJ3837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3837_STAMPING: 4CA4 1999
 AJ3837_MARK LOGO: MCDOT 
 AJ3837_PROJECTION: FLUSH
 AJ3837_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3837+STABILITY: POSITION/ELEVATION WELL
 AJ3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3837+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3837_ROD/PIPE-DEPTH: 12.8 meters
 AJ3837_SLEEVE-DEPTH  :  0.8 meters
 AJ3837
 AJ3837  HISTORY     - Date     Condition        Report By
 AJ3837  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3837
 AJ3837                          STATION DESCRIPTION
 AJ3837
 AJ3837'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3837'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF THE TOWN OF
 AJ3837'TOLLESON IN TOWNSHIP 1 NORTH, RANGE 1 EAST, SECTION 6
 AJ3837'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3837'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 115TH
 AJ3837'AVENUE AT EXIT 131, EXIT INTERSTATE 10 ON EXIT 131 AND THEN PARK NEAR
 AJ3837'OR UNDER THE 115TH AVENUE AND INTERSTATE 10 OVERPASS, THENCE HIKE UP
 AJ3837'THE EAST EMBANKMENT OF 115TH AVENUE TO THE STATION IN THE MEDIAN
 AJ3837'BETWEEN THE EAST AND WEST BOUND LANES OF INTERSTATE 10
 AJ3837'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3837'COMPRESSED ON A 42 FT (12.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3837'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3837'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CA4 1999, SURROUNDED WITH A
 AJ3837'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3837'MARKER
 AJ3837'STATION TIES -
 AJ3837'9 FT (2.7 M) WEST OF A CHAIN LINK FENCE
 AJ3837'28 FT (8.5 M) SOUTH OF A GUARD RAIL ON THE SOUTH SIDE OF THE WEST
 AJ3837'BOUND LANES OF INTERSTATE 10
 AJ3837'25 FT (7.6 M) NORTH OF A GUARD RAIL ON THE NORTH SIDE OF THE EAST
 AJ3837'BOUND LANES OF INTERSTATE 10
 AJ3837'11 FT (3.4 M) EAST OF THE TOP OF THE EMBANKMENT ON THE EAST SIDE OF
 AJ3837'115TH AVENUE
 AJ3837'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3837'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3836 ***********************************************************************
 AJ3836  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3836  DESIGNATION -  4CC4
 AJ3836  PID         -  AJ3836
 AJ3836  STATE/COUNTY-  AZ/MARICOPA
 AJ3836  USGS QUAD   -  PERRYVILLE (1982)
 AJ3836
 AJ3836                         *CURRENT SURVEY CONTROL
 AJ3836  ___________________________________________________________________
 AJ3836* NAD 83(2007)-  33 27 41.02742(N)    112 24 33.04968(W)     ADJUSTED  
 AJ3836* NAVD 88     -       311.80   (meters)    1023.0    (feet)  GPS OBS   
 AJ3836  ___________________________________________________________________
 AJ3836  EPOCH DATE  -        2007.00
 AJ3836  X           -  -2,030,623.809 (meters)                     COMP
 AJ3836  Y           -  -4,924,422.932 (meters)                     COMP
 AJ3836  Z           -   3,496,918.266 (meters)                     COMP
 AJ3836  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AJ3836  ELLIP HEIGHT-         281.416 (meters)          (02/10/07) ADJUSTED
 AJ3836  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AJ3836
 AJ3836  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3836  Type    PID    Designation                      North   East  Ellip
 AJ3836  -------------------------------------------------------------------
 AJ3836  NETWORK AJ3836 4CC4                              1.06   0.98   1.43
 AJ3836  -------------------------------------------------------------------
 AJ3836
 AJ3836.The horizontal coordinates were established by GPS observations
 AJ3836.and adjusted by the National Geodetic Survey in February 2007.
 AJ3836
 AJ3836.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3836.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3836.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3836.The epoch date for horizontal control is a decimal equivalence
 AJ3836.of Year/Month/Day.
 AJ3836
 AJ3836.The orthometric height was determined by GPS observations and a
 AJ3836.high-resolution geoid model.
 AJ3836.The orthometric height was determined by GPS observations and a
 AJ3836.high-resolution geoid model using precise GPS observation and
 AJ3836.processing techniques.
 AJ3836
 AJ3836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3836
 AJ3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3836
 AJ3836.The ellipsoidal height was determined by GPS observations
 AJ3836.and is referenced to NAD 83.
 AJ3836
 AJ3836.The geoid height was determined by GEOID03.
 AJ3836
 AJ3836;                    North         East     Units Scale Factor Converg.
 AJ3836;SPC AZ C     -   273,027.747   167,578.417   MT  0.99992583   -0 16 17.6
 AJ3836;SPC AZ C     -   895,760.32    549,797.96   iFT  0.99992583   -0 16 17.6
 AJ3836;UTM  12      - 3,703,327.353   369,044.457   MT  0.99981143   -0 46 37.6
 AJ3836
 AJ3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3836!SPC AZ C     -   0.99995582  x   0.99992583  =   0.99988165
 AJ3836!UTM  12      -   0.99995582  x   0.99981143  =   0.99976726
 AJ3836
 AJ3836                          SUPERSEDED SURVEY CONTROL
 AJ3836
 AJ3836  NAD 83(1992)-  33 27 41.02666(N)    112 24 33.04914(W) AD(       ) B
 AJ3836  ELLIP H (04/12/01)  281.440  (m)                       GP(       ) 3 2
 AJ3836
 AJ3836.Superseded values are not recommended for survey control.
 AJ3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3836.See file dsdata.txt to determine how the superseded data were derived.
 AJ3836
 AJ3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6904403327(NAD 83)
 AJ3836_MARKER: I = METAL ROD
 AJ3836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3836_STAMPING: 4CC4 1999
 AJ3836_MARK LOGO: MCDOT 
 AJ3836_PROJECTION: FLUSH
 AJ3836_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3836+STABILITY: POSITION/ELEVATION WELL
 AJ3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3836+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 AJ3836_ROD/PIPE-DEPTH: 12.2 meters
 AJ3836_SLEEVE-DEPTH  :  0.8 meters
 AJ3836
 AJ3836  HISTORY     - Date     Condition        Report By
 AJ3836  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3836  HISTORY     - 20070919 GOOD             GEOCAC
 AJ3836
 AJ3836                          STATION DESCRIPTION
 AJ3836
 AJ3836'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3836'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTHWEST OF THE TOWN OF
 AJ3836'GOODYEAR IN TOWNSHIP 1 NORTH, RANGE 1 WEST, SECTION 6
 AJ3836'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3836'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND ESTRELLA
 AJ3836'PARKWAY AT EXIT 126, DRIVE NORTH ON ESTRELLA PARKWAY 0.2 MI (0.3 KM)
 AJ3836'TO THE INTERSECTION OF MCDOWELL ROAD AND ESTRELLA PARKWAY, THENCE TURN
 AJ3836'LEFT (WEST) ONTO MCDOWELL ROAD AND DRIVE 1.0 MILES (1.6 KM) TO THE
 AJ3836'INTERSECTION OF SARIVAL ROAD AND MCDOWELL ROAD, THENCE TURN LEFT
 AJ3836'(SOUTH) AND DRIVE 0.2 MILES (0.3 KM) TO THE UNDERPASS OF INTERSTATE 10
 AJ3836'AND PARK VEHICLE, THENCE HIKE UP THE SLOPE ON THE EAST SIDE OF SARIVAL
 AJ3836'ROAD TO THE STATION IN THE MEDIAN BETWEEN THE EAST AND WEST BOUND
 AJ3836'LANES OF INTERSTATE 10
 AJ3836'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3836'COMPRESSED ON A 40 FT (12.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3836'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3836'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CC4 1999, SURROUNDED WITH A
 AJ3836'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3836'MARKER
 AJ3836'STATION TIES -
 AJ3836'19 FT (5.8 M) EAST OF A CHAIN LINK FENCE
 AJ3836'36 FT (11.0 M) SOUTH OF A GUARD RAIL ON THE SOUTH SIDE OF THE WEST
 AJ3836'BOUND LANES OF INTERSTATE 10
 AJ3836'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3836'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3836
 AJ3836                          STATION RECOVERY (2007)
 AJ3836
 AJ3836'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3835 ***********************************************************************
 AJ3835  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3835  DESIGNATION -  4CE2
 AJ3835  PID         -  AJ3835
 AJ3835  STATE/COUNTY-  AZ/MARICOPA
 AJ3835  USGS QUAD   -  PERRYVILLE (1982)
 AJ3835
 AJ3835                         *CURRENT SURVEY CONTROL
 AJ3835  ___________________________________________________________________
 AJ3835* NAD 83(2007)-  33 27 44.90989(N)    112 28 42.68518(W)     ADJUSTED  
 AJ3835* NAVD 88     -       333.12   (meters)    1092.9    (feet)  GPS OBS   
 AJ3835  ___________________________________________________________________
 AJ3835  EPOCH DATE  -        2007.00
 AJ3835  X           -  -2,036,563.778 (meters)                     COMP
 AJ3835  Y           -  -4,921,917.237 (meters)                     COMP
 AJ3835  Z           -   3,497,029.829 (meters)                     COMP
 AJ3835  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AJ3835  ELLIP HEIGHT-         302.760 (meters)          (02/10/07) ADJUSTED
 AJ3835  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AJ3835
 AJ3835  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3835  Type    PID    Designation                      North   East  Ellip
 AJ3835  -------------------------------------------------------------------
 AJ3835  NETWORK AJ3835 4CE2                              0.88   0.82   1.29
 AJ3835  -------------------------------------------------------------------
 AJ3835
 AJ3835.The horizontal coordinates were established by GPS observations
 AJ3835.and adjusted by the National Geodetic Survey in February 2007.
 AJ3835
 AJ3835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3835.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3835.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3835.The epoch date for horizontal control is a decimal equivalence
 AJ3835.of Year/Month/Day.
 AJ3835
 AJ3835.The orthometric height was determined by GPS observations and a
 AJ3835.high-resolution geoid model.
 AJ3835.The orthometric height was determined by GPS observations and a
 AJ3835.high-resolution geoid model using precise GPS observation and
 AJ3835.processing techniques.
 AJ3835
 AJ3835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3835
 AJ3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3835
 AJ3835.The ellipsoidal height was determined by GPS observations
 AJ3835.and is referenced to NAD 83.
 AJ3835
 AJ3835.The geoid height was determined by GEOID03.
 AJ3835
 AJ3835;                    North         East     Units Scale Factor Converg.
 AJ3835;SPC AZ C     -   273,180.056   161,133.196   MT  0.99993362   -0 18 35.3
 AJ3835;SPC AZ C     -   896,260.03    528,652.22   iFT  0.99993362   -0 18 35.3
 AJ3835;UTM  12      - 3,703,536.501   362,601.525   MT  0.99983275   -0 48 55.3
 AJ3835
 AJ3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3835!SPC AZ C     -   0.99995247  x   0.99993362  =   0.99988609
 AJ3835!UTM  12      -   0.99995247  x   0.99983275  =   0.99978523
 AJ3835
 AJ3835                          SUPERSEDED SURVEY CONTROL
 AJ3835
 AJ3835  NAD 83(1992)-  33 27 44.90911(N)    112 28 42.68466(W) AD(       ) B
 AJ3835  ELLIP H (04/12/01)  302.785  (m)                       GP(       ) 3 2
 AJ3835
 AJ3835.Superseded values are not recommended for survey control.
 AJ3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3835.See file dsdata.txt to determine how the superseded data were derived.
 AJ3835
 AJ3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6260203537(NAD 83)
 AJ3835_MARKER: I = METAL ROD
 AJ3835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3835_STAMPING: 4CE2 1999
 AJ3835_MARK LOGO: MCDOT 
 AJ3835_PROJECTION: FLUSH
 AJ3835_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3835+STABILITY: POSITION/ELEVATION WELL
 AJ3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3835+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 AJ3835_ROD/PIPE-DEPTH: 25.0 meters
 AJ3835_SLEEVE-DEPTH  :  0.8 meters
 AJ3835
 AJ3835  HISTORY     - Date     Condition        Report By
 AJ3835  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3835  HISTORY     - 20080407 GOOD             GEOCAC
 AJ3835
 AJ3835                          STATION DESCRIPTION
 AJ3835
 AJ3835'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3835'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF THE TOWN OF
 AJ3835'BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 2 WEST, SECTION 4
 AJ3835'OWNERSHIP - AZ DEPT OF TRANSPORTATION
 AJ3835'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3835'TRAIL ROAD AT EXIT 121, DRIVE SOUTH ON JACKRABBIT TRAIL ROAD
 AJ3835'UNDERNEATH THE INTERSTATE 10 UNDERPASS AND PARK THERE, THENCE HIKE UP
 AJ3835'THE BANK ON THE EAST SIDE OF JACKRABBIT TRAIL BETWEEN THE EAST AND
 AJ3835'WEST BOUND BRIDGES TO THE STATION IN THE MEDIAN BETWEEN THE EAST AND
 AJ3835'WEST BOUND LANES OF INTERSTATE 10
 AJ3835'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3835'COMPRESSED ON A 82 FT (25.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3835'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3835'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CE2 1999, SURROUNDED WITH A
 AJ3835'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3835'MARKER
 AJ3835'STATION TIES -
 AJ3835'10 FT (3.0 M) EAST OF A CHAIN LINK FENCE
 AJ3835'10 FT (3.0 M) NORTH OF THE NGS MONUMENT NAMED JACK
 AJ3835'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3835'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3835
 AJ3835                          STATION RECOVERY (2008)
 AJ3835
 AJ3835'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3834 ***********************************************************************
 AJ3834  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3834  DESIGNATION -  4CF3
 AJ3834  PID         -  AJ3834
 AJ3834  STATE/COUNTY-  AZ/MARICOPA
 AJ3834  USGS QUAD   -  VALENCIA (1982)
 AJ3834
 AJ3834                         *CURRENT SURVEY CONTROL
 AJ3834  ___________________________________________________________________
 AJ3834* NAD 83(2007)-  33 27 49.16241(N)    112 33 33.88398(W)     ADJUSTED  
 AJ3834* NAVD 88     -       419.12   (meters)    1375.1    (feet)  GPS OBS   
 AJ3834  ___________________________________________________________________
 AJ3834  EPOCH DATE  -        2007.00
 AJ3834  X           -  -2,043,510.179 (meters)                     COMP
 AJ3834  Y           -  -4,919,036.713 (meters)                     COMP
 AJ3834  Z           -   3,497,186.559 (meters)                     COMP
 AJ3834  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AJ3834  ELLIP HEIGHT-         388.768 (meters)          (02/10/07) ADJUSTED
 AJ3834  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3834
 AJ3834  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3834  Type    PID    Designation                      North   East  Ellip
 AJ3834  -------------------------------------------------------------------
 AJ3834  NETWORK AJ3834 4CF3                              0.74   0.65   1.08
 AJ3834  -------------------------------------------------------------------
 AJ3834
 AJ3834.The horizontal coordinates were established by GPS observations
 AJ3834.and adjusted by the National Geodetic Survey in February 2007.
 AJ3834
 AJ3834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3834.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3834.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3834.The epoch date for horizontal control is a decimal equivalence
 AJ3834.of Year/Month/Day.
 AJ3834
 AJ3834.The orthometric height was determined by GPS observations and a
 AJ3834.high-resolution geoid model.
 AJ3834.The orthometric height was determined by GPS observations and a
 AJ3834.high-resolution geoid model using precise GPS observation and
 AJ3834.processing techniques.
 AJ3834
 AJ3834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3834
 AJ3834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3834
 AJ3834.The ellipsoidal height was determined by GPS observations
 AJ3834.and is referenced to NAD 83.
 AJ3834
 AJ3834.The geoid height was determined by GEOID03.
 AJ3834
 AJ3834;                    North         East     Units Scale Factor Converg.
 AJ3834;SPC AZ C     -   273,354.646   153,614.982   MT  0.99994399   -0 21 15.9
 AJ3834;SPC AZ C     -   896,832.83    503,986.16   iFT  0.99994399   -0 21 15.9
 AJ3834;UTM  12      - 3,703,777.403   355,085.843   MT  0.99985891   -0 51 36.1
 AJ3834
 AJ3834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3834!SPC AZ C     -   0.99993897  x   0.99994399  =   0.99988296
 AJ3834!UTM  12      -   0.99993897  x   0.99985891  =   0.99979789
 AJ3834
 AJ3834                          SUPERSEDED SURVEY CONTROL
 AJ3834
 AJ3834  NAD 83(1992)-  33 27 49.16160(N)    112 33 33.88349(W) AD(       ) B
 AJ3834  ELLIP H (04/12/01)  388.794  (m)                       GP(       ) 3 2
 AJ3834
 AJ3834.Superseded values are not recommended for survey control.
 AJ3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3834.See file dsdata.txt to determine how the superseded data were derived.
 AJ3834
 AJ3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5508603777(NAD 83)
 AJ3834_MARKER: DD = SURVEY DISK
 AJ3834_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3834_STAMPING: 3CF3 1999
 AJ3834_MARK LOGO: MCDOT 
 AJ3834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3834+STABILITY: POSITION/ELEVATION WELL
 AJ3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3834+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2008
 AJ3834
 AJ3834  HISTORY     - Date     Condition        Report By
 AJ3834  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3834  HISTORY     - 20081028 GOOD             INDIV
 AJ3834
 AJ3834                          STATION DESCRIPTION
 AJ3834
 AJ3834'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3834'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF THE
 AJ3834'TOWN OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 3 WEST, SECTION 4
 AJ3834'OWNERSHIP - STATE LAND
 AJ3834'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3834'ROAD AT EXIT 114, DRIVE SOUTH ON MILLER ROAD 1.9 MI (3.1 KM) TO THE
 AJ3834'INTERSECTION OF BROADWAY ROAD AND MILLER ROAD, THENCE TURN LEFT (EAST)
 AJ3834'ONTO BROADWAY ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 AJ3834'WATSON ROAD AND BROADWAY ROAD, THENCE TURN LEFT (NORTH) ONTO WATSON
 AJ3834'ROAD AND DRIVE 3.6 MI (5.8 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT,
 AJ3834'THENCE TURN LEFT (WEST) ONTO THE DIRT ROAD AND IMMEDIATELY STAY TO THE
 AJ3834'RIGHT OF A Y IN THE ROAD AND DRIVE NORTHWESTERLY 0.4 MI (0.6 KM) TO
 AJ3834'ANOTHER Y IN THE ROAD, THENCE VEER RIGHT ONTO AN UNMARKED DIRT ROAD ON
 AJ3834'THE RIGHT AND DRIVE NORTHERLY 0.1 MI (0.2 KM) TO THE STATION ON TOP OF
 AJ3834'A HILL 50 FT (15.2 M) EAST OF THE ROAD
 AJ3834'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3834'COUNTY D.O.T.  BRASS DISK, STAMPED 4CF3 1999, SET IN A ROCK OUTCROP,
 AJ3834'WITNESSED BY A WHITE CARSONITE MARKER EAST 2 FT
 AJ3834'(0.6 M) STATION TIES -
 AJ3834'50 FT (15.2 M) EAST OF DIRT ROAD AT THE TOP OF THE HILL
 AJ3834'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3834'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3834
 AJ3834                          STATION RECOVERY (2008)
 AJ3834
 AJ3834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RBF)
 AJ3834'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3833 ***********************************************************************
 AJ3833  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3833  DESIGNATION -  4CG5
 AJ3833  PID         -  AJ3833
 AJ3833  STATE/COUNTY-  AZ/MARICOPA
 AJ3833  USGS QUAD   -  VALENCIA (1982)
 AJ3833
 AJ3833                         *CURRENT SURVEY CONTROL
 AJ3833  ___________________________________________________________________
 AJ3833* NAD 83(2007)-  33 27 44.96971(N)    112 37 04.55945(W)     ADJUSTED  
 AJ3833* NAVD 88     -       378.92   (meters)    1243.2    (feet)  GPS OBS   
 AJ3833  ___________________________________________________________________
 AJ3833  EPOCH DATE  -        2007.00
 AJ3833  X           -  -2,048,547.801 (meters)                     COMP
 AJ3833  Y           -  -4,916,981.660 (meters)                     COMP
 AJ3833  Z           -   3,497,056.571 (meters)                     COMP
 AJ3833  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AJ3833  ELLIP HEIGHT-         348.471 (meters)          (02/10/07) ADJUSTED
 AJ3833  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3833
 AJ3833  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3833  Type    PID    Designation                      North   East  Ellip
 AJ3833  -------------------------------------------------------------------
 AJ3833  NETWORK AJ3833 4CG5                              0.82   0.74   1.22
 AJ3833  -------------------------------------------------------------------
 AJ3833
 AJ3833.The horizontal coordinates were established by GPS observations
 AJ3833.and adjusted by the National Geodetic Survey in February 2007.
 AJ3833
 AJ3833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3833.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3833.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3833.The epoch date for horizontal control is a decimal equivalence
 AJ3833.of Year/Month/Day.
 AJ3833
 AJ3833.The orthometric height was determined by GPS observations and a
 AJ3833.high-resolution geoid model.
 AJ3833.The orthometric height was determined by GPS observations and a
 AJ3833.high-resolution geoid model using precise GPS observation and
 AJ3833.processing techniques.
 AJ3833
 AJ3833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3833
 AJ3833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3833
 AJ3833.The ellipsoidal height was determined by GPS observations
 AJ3833.and is referenced to NAD 83.
 AJ3833
 AJ3833.The geoid height was determined by GEOID03.
 AJ3833
 AJ3833;                    North         East     Units Scale Factor Converg.
 AJ3833;SPC AZ C     -   273,260.664   148,174.318   MT  0.99995237   -0 23 12.1
 AJ3833;SPC AZ C     -   896,524.49    486,136.21   iFT  0.99995237   -0 23 12.1
 AJ3833;UTM  12      - 3,703,731.438   349,644.993   MT  0.99987871   -0 53 32.2
 AJ3833
 AJ3833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3833!SPC AZ C     -   0.99994530  x   0.99995237  =   0.99989767
 AJ3833!UTM  12      -   0.99994530  x   0.99987871  =   0.99982401
 AJ3833
 AJ3833                          SUPERSEDED SURVEY CONTROL
 AJ3833
 AJ3833  NAD 83(1992)-  33 27 44.96885(N)    112 37 04.55903(W) AD(       ) B
 AJ3833  ELLIP H (04/12/01)  348.506  (m)                       GP(       ) 3 2
 AJ3833
 AJ3833.Superseded values are not recommended for survey control.
 AJ3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3833.See file dsdata.txt to determine how the superseded data were derived.
 AJ3833
 AJ3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4964503731(NAD 83)
 AJ3833_MARKER: I = METAL ROD
 AJ3833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3833+WITH SETTING: INFORMATION.
 AJ3833_STAMPING: 4CG5 1999
 AJ3833_MARK LOGO: MCDOT 
 AJ3833_PROJECTION: FLUSH
 AJ3833_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3833+STABILITY: POSITION/ELEVATION WELL
 AJ3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3833+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3833_ROD/PIPE-DEPTH:  1.2 meters
 AJ3833_SLEEVE-DEPTH  :  0.8 meters
 AJ3833
 AJ3833  HISTORY     - Date     Condition        Report By
 AJ3833  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3833
 AJ3833                          STATION DESCRIPTION
 AJ3833
 AJ3833'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3833'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF THE
 AJ3833'TOWN OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 4 WEST, SECTION 1
 AJ3833'OWNERSHIP - BLM
 AJ3833'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND MILLER
 AJ3833'ROAD AT EXIT 114, DRIVE NORTH ON MILLER ROAD 0.1 MI (0.2 KM) TO THE
 AJ3833'INTERSECTION OF THE TONOPAH SALOME HIGHWAY (DIRT ROAD) AND MILLER ROAD
 AJ3833'AT LATITUDE 33 26 07 LONGITUDE 112 35 27, THENCE TURN LEFT (WEST) ONTO
 AJ3833'THE TONOPAH SALOME HIGHWAY AND DRIVE NORTHWEST 1.7 MI (2.7 KM) TO THE
 AJ3833'INTERSECTION OF TONOPAH SALOME HIGHWAY AND AN UNMARKED DIRT POWER LINE
 AJ3833'ROAD ON THE RIGHT AT LATITUDE 33 26 47 LONGITUDE 112 36 56, THENCE
 AJ3833'TURN RIGHT (NORTHWEST) ONTO THE DIRT POWER LINE ROAD AND DRIVE
 AJ3833'NORTHWESTERLY 0.7 MI (1.1 KM) TO ANOTHER UNMARKED DIRT ROAD ON THE
 AJ3833'RIGHT AT LATITUDE 33 27 17 AND LONGITUDE 112 37 18, THENCE TURN RIGHT
 AJ3833'(NORTH) ONTO THE DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO THE STATION ON
 AJ3833'THE LEFT ON A SMALL HILL
 AJ3833'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3833'COMPRESSED ON A 4 FT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3833'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3833'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CG5 1999, SURROUNDED WITH A
 AJ3833'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3833'MARKER
 AJ3833'STATION TIES -
 AJ3833'NO TIES
 AJ3833'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3833'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3832 ***********************************************************************
 AJ3832  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3832  DESIGNATION -  4CI1
 AJ3832  PID         -  AJ3832
 AJ3832  STATE/COUNTY-  AZ/MARICOPA
 AJ3832  USGS QUAD   -  BUCKEYE NW (1982)
 AJ3832
 AJ3832                         *CURRENT SURVEY CONTROL
 AJ3832  ___________________________________________________________________
 AJ3832* NAD 83(2007)-  33 27 51.87687(N)    112 42 44.77712(W)     ADJUSTED  
 AJ3832* NAVD 88     -       336.90   (meters)    1105.3    (feet)  GPS OBS   
 AJ3832  ___________________________________________________________________
 AJ3832  EPOCH DATE  -        2007.00
 AJ3832  X           -  -2,056,596.273 (meters)                     COMP
 AJ3832  Y           -  -4,913,455.302 (meters)                     COMP
 AJ3832  Z           -   3,497,210.818 (meters)                     COMP
 AJ3832  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AJ3832  ELLIP HEIGHT-         306.232 (meters)          (02/10/07) ADJUSTED
 AJ3832  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AJ3832
 AJ3832  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3832  Type    PID    Designation                      North   East  Ellip
 AJ3832  -------------------------------------------------------------------
 AJ3832  NETWORK AJ3832 4CI1                              0.76   0.71   1.16
 AJ3832  -------------------------------------------------------------------
 AJ3832
 AJ3832.The horizontal coordinates were established by GPS observations
 AJ3832.and adjusted by the National Geodetic Survey in February 2007.
 AJ3832
 AJ3832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3832.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3832.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3832.The epoch date for horizontal control is a decimal equivalence
 AJ3832.of Year/Month/Day.
 AJ3832
 AJ3832.The orthometric height was determined by GPS observations and a
 AJ3832.high-resolution geoid model.
 AJ3832.The orthometric height was determined by GPS observations and a
 AJ3832.high-resolution geoid model using precise GPS observation and
 AJ3832.processing techniques.
 AJ3832
 AJ3832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3832
 AJ3832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3832
 AJ3832.The ellipsoidal height was determined by GPS observations
 AJ3832.and is referenced to NAD 83.
 AJ3832
 AJ3832.The geoid height was determined by GEOID03.
 AJ3832
 AJ3832;                    North         East     Units Scale Factor Converg.
 AJ3832;SPC AZ C     -   273,536.739   139,391.108   MT  0.99996743   -0 26 19.8
 AJ3832;SPC AZ C     -   897,430.25    457,319.91   iFT  0.99996743   -0 26 19.8
 AJ3832;UTM  12      - 3,704,084.988   340,865.127   MT  0.99991222   -0 56 40.1
 AJ3832
 AJ3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3832!SPC AZ C     -   0.99995193  x   0.99996743  =   0.99991936
 AJ3832!UTM  12      -   0.99995193  x   0.99991222  =   0.99986415
 AJ3832
 AJ3832                          SUPERSEDED SURVEY CONTROL
 AJ3832
 AJ3832  NAD 83(1992)-  33 27 51.87599(N)    112 42 44.77674(W) AD(       ) B
 AJ3832  ELLIP H (04/12/01)  306.272  (m)                       GP(       ) 3 2
 AJ3832
 AJ3832.Superseded values are not recommended for survey control.
 AJ3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3832.See file dsdata.txt to determine how the superseded data were derived.
 AJ3832
 AJ3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4086504085(NAD 83)
 AJ3832_MARKER: I = METAL ROD
 AJ3832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3832_STAMPING: 4CI1 1999
 AJ3832_MARK LOGO: MCDOT 
 AJ3832_PROJECTION: FLUSH
 AJ3832_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3832+STABILITY: POSITION/ELEVATION WELL
 AJ3832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3832+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 AJ3832_ROD/PIPE-DEPTH:  4.9 meters
 AJ3832_SLEEVE-DEPTH  :  0.8 meters
 AJ3832
 AJ3832  HISTORY     - Date     Condition        Report By
 AJ3832  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3832  HISTORY     - 20080530 GOOD             GEOCAC
 AJ3832
 AJ3832                          STATION DESCRIPTION
 AJ3832
 AJ3832'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3832'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF THE TOWN
 AJ3832'OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 5 WEST, SECTION 1
 AJ3832'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3832'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3832'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 0.7 MI (1.1 KM)
 AJ3832'TO THE INTERSECTION OF VAN BUREN STREET AND SUN VALLEY PARKWAY, THENCE
 AJ3832'TURN LEFT (WEST) ONTO VAN BUREN AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3832'INTERSECTION OF 299TH AVENUE AND VAN BUREN STREET, THENCE TURN RIGHT
 AJ3832'(NORTH) ONTO 299TH AVENUE AND DRIVE 0.5 MI (0.8 KM) TO THE
 AJ3832'INTERSECTION OF ROOSEVELT STREET AND 299TH AVENUE, THENCE TURN LEFT
 AJ3832'(WEST) ONTO ROOSEVELT STREET AND DRIVE 1.0 MI (1.6 KM) TO THE
 AJ3832'INTERSECTION OF JOHNSON ROAD AND ROOSEVELT STREET THENCE TURN RIGHT
 AJ3832'(NORTH) AND DRIVE 0.5 MI (0.8 KM) TO THE INTERSECTION OF LYNWOOD
 AJ3832'STREET AND JOHNSON ROAD, THENCE CONTINUE DRIVING NORTH 200 FT (61.0 M)
 AJ3832'TO THE STATION 54 FT (16.5 M) ON THE LEFT (WEST) OF THE CENTERLINE OF
 AJ3832'JOHNSON ROAD
 AJ3832'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3832'COMPRESSED ON A 16 FT (4.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3832'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3832'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CI1 1999, SURROUNDED WITH A
 AJ3832'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3832'MARKER
 AJ3832'STATION TIES -
 AJ3832'4 FT (1.2 M) EAST OF A WIRE FENCE
 AJ3832'100 FT (30.5 M) SOUTH OF A U.S.  CORP OF ENGINEERS BRASS CAP STAMPED
 AJ3832'TL-YX-3, 1960 IN A 10 FT (3.0 M) DIAMETER STONE RING
 AJ3832'54 FT (16.5 M) WEST OF THE CENTERLINE OF JOHNSON ROAD
 AJ3832'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3832'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3832
 AJ3832                          STATION RECOVERY (2008)
 AJ3832
 AJ3832'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 AJ3832'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3832'THE DESCRIPTION - THE LOGO COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3831 ***********************************************************************
 AJ3831  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3831  DESIGNATION -  4CK1
 AJ3831  PID         -  AJ3831
 AJ3831  STATE/COUNTY-  AZ/MARICOPA
 AJ3831  USGS QUAD   -  WINTERSBURG (1984)
 AJ3831
 AJ3831                         *CURRENT SURVEY CONTROL
 AJ3831  ___________________________________________________________________
 AJ3831* NAD 83(2007)-  33 27 51.75916(N)    112 48 57.39722(W)     ADJUSTED  
 AJ3831* NAVD 88     -       328.45   (meters)    1077.6    (feet)  GPS OBS   
 AJ3831  ___________________________________________________________________
 AJ3831  EPOCH DATE  -        2007.00
 AJ3831  X           -  -2,065,467.105 (meters)                     COMP
 AJ3831  Y           -  -4,909,727.193 (meters)                     COMP
 AJ3831  Z           -   3,497,203.011 (meters)                     COMP
 AJ3831  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AJ3831  ELLIP HEIGHT-         297.560 (meters)          (02/10/07) ADJUSTED
 AJ3831  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AJ3831
 AJ3831  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3831  Type    PID    Designation                      North   East  Ellip
 AJ3831  -------------------------------------------------------------------
 AJ3831  NETWORK AJ3831 4CK1                              0.74   0.69   1.08
 AJ3831  -------------------------------------------------------------------
 AJ3831
 AJ3831.The horizontal coordinates were established by GPS observations
 AJ3831.and adjusted by the National Geodetic Survey in February 2007.
 AJ3831
 AJ3831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3831.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3831.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3831.The epoch date for horizontal control is a decimal equivalence
 AJ3831.of Year/Month/Day.
 AJ3831
 AJ3831.The orthometric height was determined by GPS observations and a
 AJ3831.high-resolution geoid model.
 AJ3831.The orthometric height was determined by GPS observations and a
 AJ3831.high-resolution geoid model using precise GPS observation and
 AJ3831.processing techniques.
 AJ3831
 AJ3831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3831
 AJ3831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3831
 AJ3831.The ellipsoidal height was determined by GPS observations
 AJ3831.and is referenced to NAD 83.
 AJ3831
 AJ3831.The geoid height was determined by GEOID03.
 AJ3831
 AJ3831;                    North         East     Units Scale Factor Converg.
 AJ3831;SPC AZ C     -   273,611.597   129,769.686   MT  0.99998612   -0 29 45.3
 AJ3831;SPC AZ C     -   897,675.84    425,753.56   iFT  0.99998612   -0 29 45.3
 AJ3831;UTM  12      - 3,704,244.747   331,245.175   MT  0.99995111   -1 00 05.7
 AJ3831
 AJ3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3831!SPC AZ C     -   0.99995329  x   0.99998612  =   0.99993941
 AJ3831!UTM  12      -   0.99995329  x   0.99995111  =   0.99990440
 AJ3831
 AJ3831                          SUPERSEDED SURVEY CONTROL
 AJ3831
 AJ3831  NAD 83(1992)-  33 27 51.75831(N)    112 48 57.39687(W) AD(       ) B
 AJ3831  ELLIP H (04/12/01)  297.590  (m)                       GP(       ) 3 2
 AJ3831
 AJ3831.Superseded values are not recommended for survey control.
 AJ3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3831.See file dsdata.txt to determine how the superseded data were derived.
 AJ3831
 AJ3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3124504245(NAD 83)
 AJ3831_MARKER: I = METAL ROD
 AJ3831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3831_STAMPING: 4CK1 1999
 AJ3831_MARK LOGO: MCDOT 
 AJ3831_PROJECTION: FLUSH
 AJ3831_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3831+STABILITY: POSITION/ELEVATION WELL
 AJ3831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3831+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3831_ROD/PIPE-DEPTH:  4.3 meters
 AJ3831_SLEEVE-DEPTH  :  0.8 meters
 AJ3831
 AJ3831  HISTORY     - Date     Condition        Report By
 AJ3831  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3831
 AJ3831                          STATION DESCRIPTION
 AJ3831
 AJ3831'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3831'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHWEST OF THE TOWN
 AJ3831'OF BUCKEYE IN TOWNSHIP 1 NORTH, RANGE 6 WEST, SECTION 1
 AJ3831'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3831'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3831'AVENUE AT EXIT 103, DRIVE SOUTH ON 339TH AVENUE 0.9 MI (1.4 KM) TO THE
 AJ3831'INTERSECTION OF VAN BUREN STREET AND 339TH AVENUE, THENCE TURN RIGHT
 AJ3831'(WEST) ONTO VAN BUREN AND DRIVE 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 AJ3831'355TH AVENUE AND VAN BUREN STREET, THENCE TURN RIGHT (NORTH) ONTO
 AJ3831'355TH AVENUE AND DRIVE 1.0 MI (1.6 KM) TO THE STATION 50 FT (15.2 M)
 AJ3831'LEFT (WEST) OF CENTERLINE OF 355TH AVENUE
 AJ3831'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3831'COMPRESSED ON A 14 FT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3831'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3831'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CK1 1999, SURROUNDED WITH A
 AJ3831'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3831'MARKER
 AJ3831'STATION TIES -
 AJ3831'50 FT (15.2 M) WEST OF THE CENTERLINE OF 355TH AVENUE
 AJ3831'90 FT (27.4 M) SOUTH OF THE CENTERLINE OF MCDOWELL ROAD
 AJ3831'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3831'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3565 ***********************************************************************
 AJ3565  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3565  DESIGNATION -  4CM1
 AJ3565  PID         -  AJ3565
 AJ3565  STATE/COUNTY-  AZ/MARICOPA
 AJ3565  USGS QUAD   -  TONOPAH (1984)
 AJ3565
 AJ3565                         *CURRENT SURVEY CONTROL
 AJ3565  ___________________________________________________________________
 AJ3565* NAD 83(2007)-  33 27 52.52448(N)    112 55 12.75918(W)     ADJUSTED  
 AJ3565* NAVD 88     -       322.41   (meters)    1057.8    (feet)  GPS OBS   
 AJ3565  ___________________________________________________________________
 AJ3565  EPOCH DATE  -        2007.00
 AJ3565  X           -  -2,074,391.370 (meters)                     COMP
 AJ3565  Y           -  -4,905,943.616 (meters)                     COMP
 AJ3565  Z           -   3,497,219.292 (meters)                     COMP
 AJ3565  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AJ3565  ELLIP HEIGHT-         291.412 (meters)          (02/10/07) ADJUSTED
 AJ3565  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AJ3565
 AJ3565  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3565  Type    PID    Designation                      North   East  Ellip
 AJ3565  -------------------------------------------------------------------
 AJ3565  NETWORK AJ3565 4CM1                              0.80   0.73   1.14
 AJ3565  -------------------------------------------------------------------
 AJ3565
 AJ3565.The horizontal coordinates were established by GPS observations
 AJ3565.and adjusted by the National Geodetic Survey in February 2007.
 AJ3565
 AJ3565.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3565.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3565.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3565.The epoch date for horizontal control is a decimal equivalence
 AJ3565.of Year/Month/Day.
 AJ3565
 AJ3565.The orthometric height was determined by GPS observations and a
 AJ3565.high-resolution geoid model.
 AJ3565.The orthometric height was determined by GPS observations and a
 AJ3565.high-resolution geoid model using precise GPS observation and
 AJ3565.processing techniques.
 AJ3565
 AJ3565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3565
 AJ3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3565
 AJ3565.The ellipsoidal height was determined by GPS observations
 AJ3565.and is referenced to NAD 83.
 AJ3565
 AJ3565.The geoid height was determined by GEOID03.
 AJ3565
 AJ3565;                    North         East     Units Scale Factor Converg.
 AJ3565;SPC AZ C     -   273,723.930   120,077.614   MT  1.00000725   -0 33 12.3
 AJ3565;SPC AZ C     -   898,044.39    393,955.43   iFT  1.00000725   -0 33 12.3
 AJ3565;UTM  12      - 3,704,442.612   321,554.712   MT  0.99999259   -1 03 32.9
 AJ3565
 AJ3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3565!SPC AZ C     -   0.99995425  x   1.00000725  =   0.99996150
 AJ3565!UTM  12      -   0.99995425  x   0.99999259  =   0.99994684
 AJ3565
 AJ3565                          SUPERSEDED SURVEY CONTROL
 AJ3565
 AJ3565  NAD 83(1992)-  33 27 52.52360(N)    112 55 12.75882(W) AD(       ) B
 AJ3565  ELLIP H (04/12/01)  291.442  (m)                       GP(       ) 3 2
 AJ3565
 AJ3565.Superseded values are not recommended for survey control.
 AJ3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3565.See file dsdata.txt to determine how the superseded data were derived.
 AJ3565
 AJ3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2155504443(NAD 83)
 AJ3565_MARKER: I = METAL ROD
 AJ3565_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3565_STAMPING: 4CM1 1999
 AJ3565_MARK LOGO: MCDOT 
 AJ3565_PROJECTION: FLUSH
 AJ3565_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3565+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3565_ROD/PIPE-DEPTH:  9.8 meters
 AJ3565_SLEEVE-DEPTH  :  0.8 meters
 AJ3565
 AJ3565  HISTORY     - Date     Condition        Report By
 AJ3565  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3565
 AJ3565                          STATION DESCRIPTION
 AJ3565
 AJ3565'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3565'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3565'PHOENIX, TOWNSHIP 02 NORTH, RANGE 07 WEST, SECTION 36
 AJ3565'OWNERSHIP - STATE TRUST LAND
 AJ3565'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3565'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3565'(EXIT 94) ,THENCE TURN LEFT (SOUTH) ON TO 411TH AVENUE AND DRIVE 2.3
 AJ3565'MI (3.7 KM) TO A DIRT FARM ROAD ON THE EAST SIDE OF 411TH AVENUE,
 AJ3565'THENCE TURN LEFT (EAST) ON TO THE DIRT FARM ROAD THROUGH AN UNLOCKED
 AJ3565'GATE AND DRIVE 1.0 MI (1.6 KM) , THENCE PARK VEHICLE AND WALK 15 FT
 AJ3565'(4.6 M) NORTH AND TO THE STATION AS DESCRIBED
 AJ3565'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3565'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3565'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3565'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CM1 1999, SURROUNDED
 AJ3565'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3565'CARSONITE MARKER
 AJ3565'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3565'2.3 MI (3.7 KM) - SOUTH OF INTERSTATE 10
 AJ3565'226 FT (68.9 M) - EAST OF 4TH POWER POLE EAST OF 411TH AVENUE
 AJ3565'216 FT (65.8 M) WEST OF THE 5TH POWER POLE EAST OF 411TH AVENUE
 AJ3565'28 FT (8.5 M) - NORTH OF CONCRETE CANAL
 AJ3565'15 FT (4.6 M) - NORTH OF CENTERLINE OF DIRT FARM ROAD
 AJ3565'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE MARKER
 AJ3565'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3565'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3566 ***********************************************************************
 AJ3566  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3566  DESIGNATION -  4CO1
 AJ3566  PID         -  AJ3566
 AJ3566  STATE/COUNTY-  AZ/MARICOPA
 AJ3566  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 AJ3566
 AJ3566                         *CURRENT SURVEY CONTROL
 AJ3566  ___________________________________________________________________
 AJ3566* NAD 83(2007)-  33 28 05.02014(N)    113 01 31.41579(W)     ADJUSTED  
 AJ3566* NAVD 88     -       380.82   (meters)    1249.4    (feet)  GPS OBS   
 AJ3566  ___________________________________________________________________
 AJ3566  EPOCH DATE  -        2007.00
 AJ3566  X           -  -2,083,330.126 (meters)                     COMP
 AJ3566  Y           -  -4,901,976.704 (meters)                     COMP
 AJ3566  Z           -   3,497,572.690 (meters)                     COMP
 AJ3566  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AJ3566  ELLIP HEIGHT-         349.855 (meters)          (02/10/07) ADJUSTED
 AJ3566  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AJ3566
 AJ3566  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3566  Type    PID    Designation                      North   East  Ellip
 AJ3566  -------------------------------------------------------------------
 AJ3566  NETWORK AJ3566 4CO1                              0.61   0.53   0.94
 AJ3566  -------------------------------------------------------------------
 AJ3566
 AJ3566.The horizontal coordinates were established by GPS observations
 AJ3566.and adjusted by the National Geodetic Survey in February 2007.
 AJ3566
 AJ3566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3566.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3566.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3566.The epoch date for horizontal control is a decimal equivalence
 AJ3566.of Year/Month/Day.
 AJ3566
 AJ3566.The orthometric height was determined by GPS observations and a
 AJ3566.high-resolution geoid model.
 AJ3566.The orthometric height was determined by GPS observations and a
 AJ3566.high-resolution geoid model using precise GPS observation and
 AJ3566.processing techniques.
 AJ3566
 AJ3566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3566
 AJ3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3566
 AJ3566.The ellipsoidal height was determined by GPS observations
 AJ3566.and is referenced to NAD 83.
 AJ3566
 AJ3566.The geoid height was determined by GEOID03.
 AJ3566
 AJ3566;                    North         East     Units Scale Factor Converg.
 AJ3566;SPC AZ C     -   274,208.294   110,304.250   MT  1.00003090   -0 36 41.3
 AJ3566;SPC AZ C     -   899,633.51    361,890.58   iFT  1.00003090   -0 36 41.3
 AJ3566;UTM  12      - 3,705,013.223   311,786.048   MT  1.00003675   -1 07 02.2
 AJ3566
 AJ3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3566!SPC AZ C     -   0.99994508  x   1.00003090  =   0.99997598
 AJ3566!UTM  12      -   0.99994508  x   1.00003675  =   0.99998183
 AJ3566
 AJ3566                          SUPERSEDED SURVEY CONTROL
 AJ3566
 AJ3566  NAD 83(1992)-  33 28 05.01920(N)    113 01 31.41541(W) AD(       ) B
 AJ3566  ELLIP H (04/12/01)  349.884  (m)                       GP(       ) 3 2
 AJ3566
 AJ3566.Superseded values are not recommended for survey control.
 AJ3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3566.See file dsdata.txt to determine how the superseded data were derived.
 AJ3566
 AJ3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1178605013(NAD 83)
 AJ3566_MARKER: I = METAL ROD
 AJ3566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3566_STAMPING: 4CO1 1999
 AJ3566_MARK LOGO: MCDOT 
 AJ3566_PROJECTION: FLUSH
 AJ3566_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3566+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 AJ3566_ROD/PIPE-DEPTH:  3.0 meters
 AJ3566_SLEEVE-DEPTH  :  0.8 meters
 AJ3566
 AJ3566  HISTORY     - Date     Condition        Report By
 AJ3566  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3566  HISTORY     - 20070426 GOOD             MCDOT
 AJ3566
 AJ3566                          STATION DESCRIPTION
 AJ3566
 AJ3566'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3566'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3566'PHOENIX, TOWNSHIP 02 NORTH, RANGE 08 WEST, SECTION 36
 AJ3566'OWNERSHIP - STATE TRUST LAND
 AJ3566'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3566'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3566'(EXIT 94) ,THENCE TURN LEFT (SOUTH) ON TO 411TH AVENUE AND DRIVE 2.8
 AJ3566'MI (4.5 KM) BEARING RIGHT AT FORK IN ROAD TO SALOME HIGHWAY, THENCE
 AJ3566'TURN RIGHT (WEST) ON TO SALOME HIGHWAY AND DRIVE 5.2 MI (8.4 KM) TO
 AJ3566'COURTHOUSE ROAD, THENCE TURN LEFT (SOUTH THEN WEST) ON TO COURTHOUSE
 AJ3566'ROAD AND DRIVE 140 FT (42.7 M) , PARK VEHICLE AND WALK 69 FT (21.0 M)
 AJ3566'NORTHERLY AND TO THE STATION AS DESCRIBED
 AJ3566'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3566'COMPRESSED ON A 10 FOOT (3.05 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3566'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3566'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CO1 1999, SURROUNDED
 AJ3566'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3566'CARSONITE MARKER
 AJ3566'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3566'2.8 MI (4.5 KM) - SOUTH OF INTERSTATE 10
 AJ3566'140 FT (42.7 M) - SOUTHWEST OF SALOME HIGHWAY
 AJ3566'69 FT (21.0 M) - NORTH OF CENTERLINE OF COURTHOUSE ROAD
 AJ3566'10 FT (3.0 M) - SOUTH OF US C G BENCHMARK Q362, 1967
 AJ3566'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE MARKER
 AJ3566'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3566'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3566
 AJ3566                          STATION RECOVERY (2007)
 AJ3566
 AJ3566'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3567 ***********************************************************************
 AJ3567  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3567  DESIGNATION -  4CQ1
 AJ3567  PID         -  AJ3567
 AJ3567  STATE/COUNTY-  AZ/MARICOPA
 AJ3567  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3567
 AJ3567                         *CURRENT SURVEY CONTROL
 AJ3567  ___________________________________________________________________
 AJ3567* NAD 83(2007)-  33 27 52.89315(N)    113 07 36.67613(W)     ADJUSTED  
 AJ3567* NAVD 88     -       339.76   (meters)    1114.7    (feet)  GPS OBS   
 AJ3567  ___________________________________________________________________
 AJ3567  EPOCH DATE  -        2007.00
 AJ3567  X           -  -2,092,074.855 (meters)                     COMP
 AJ3567  Y           -  -4,898,437.655 (meters)                     COMP
 AJ3567  Z           -   3,497,238.265 (meters)                     COMP
 AJ3567  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AJ3567  ELLIP HEIGHT-         308.636 (meters)          (02/10/07) ADJUSTED
 AJ3567  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AJ3567
 AJ3567  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3567  Type    PID    Designation                      North   East  Ellip
 AJ3567  -------------------------------------------------------------------
 AJ3567  NETWORK AJ3567 4CQ1                              0.80   0.69   1.20
 AJ3567  -------------------------------------------------------------------
 AJ3567
 AJ3567.The horizontal coordinates were established by GPS observations
 AJ3567.and adjusted by the National Geodetic Survey in February 2007.
 AJ3567
 AJ3567.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3567.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3567.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3567.The epoch date for horizontal control is a decimal equivalence
 AJ3567.of Year/Month/Day.
 AJ3567
 AJ3567.The orthometric height was determined by GPS observations and a
 AJ3567.high-resolution geoid model.
 AJ3567.The orthometric height was determined by GPS observations and a
 AJ3567.high-resolution geoid model using precise GPS observation and
 AJ3567.processing techniques.
 AJ3567
 AJ3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3567
 AJ3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3567
 AJ3567.The ellipsoidal height was determined by GPS observations
 AJ3567.and is referenced to NAD 83.
 AJ3567
 AJ3567.The geoid height was determined by GEOID03.
 AJ3567
 AJ3567;                    North         East     Units Scale Factor Converg.
 AJ3567;SPC AZ C     -   273,939.942   100,868.584   MT  1.00005596   -0 40 02.6
 AJ3567;SPC AZ C     -   898,753.09    330,933.67   iFT  1.00005596   -0 40 02.6
 AJ3567;UTM  12      - 3,704,828.172   302,348.231   MT  1.00008166   -1 10 23.4
 AJ3567
 AJ3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3567!SPC AZ C     -   0.99995155  x   1.00005596  =   1.00000751
 AJ3567!UTM  12      -   0.99995155  x   1.00008166  =   1.00003320
 AJ3567
 AJ3567                          SUPERSEDED SURVEY CONTROL
 AJ3567
 AJ3567  NAD 83(1992)-  33 27 52.89211(N)    113 07 36.67572(W) AD(       ) B
 AJ3567  ELLIP H (04/12/01)  308.666  (m)                       GP(       ) 3 2
 AJ3567
 AJ3567.Superseded values are not recommended for survey control.
 AJ3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3567.See file dsdata.txt to determine how the superseded data were derived.
 AJ3567
 AJ3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0234804828(NAD 83)
 AJ3567_MARKER: I = METAL ROD
 AJ3567_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3567_STAMPING: 4CQ1 1999
 AJ3567_MARK LOGO: MCDOT 
 AJ3567_PROJECTION: FLUSH
 AJ3567_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3567+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3567_ROD/PIPE-DEPTH:  9.8 meters
 AJ3567_SLEEVE-DEPTH  :  0.8 meters
 AJ3567
 AJ3567  HISTORY     - Date     Condition        Report By
 AJ3567  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3567
 AJ3567                          STATION DESCRIPTION
 AJ3567
 AJ3567'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3567'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3567'PHOENIX, TOWNSHIP 02 NORTH, RANGE 08 WEST, SECTION 31
 AJ3567'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3567'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3567'10 DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3567'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTHEAST) ON TO SALOME HIGHWAY
 AJ3567'AND DRIVE 0.2 MI (0.3 KM) BEARING LEFT AT FORK IN ROAD, THENCE
 AJ3567'CONTINUE ON SALOME HIGHWAY FOR 3.4 MI (5.5 KM) TO 491ST AVENUE, THENCE
 AJ3567'TURN RIGHT (SOUTH) ON TO 491ST AVENUE AND DRIVE 3.0 MI (4.8 KM) TO
 AJ3567'COURTHOUSE ROAD, THENCE TURN RIGHT (WEST) ON TO COURTHOUSE ROAD AND
 AJ3567'DRIVE 1.0 MI (1.6 KM) TO THE 499TH AVENUE ALIGNMENT (OR THE POWER
 AJ3567'LINES AND POLES) , PARK VEHICLE AND WALK 163 FT (49.7 M) EAST THEN 38
 AJ3567'FT (11.6 M) NORTH AND TO STATION AS DESCRIBED
 AJ3567'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3567'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3567'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3567'WITH A COUNTY LOGO ACCESS COVER STAMPED 4CQ1 1999, SURROUNDED WITH A
 AJ3567'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3567'MARKER
 AJ3567'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3567'3.0 MI (4.8 KM) - SOUTH OF SALOME HIGHWAY
 AJ3567'2.0 MI (3.2 KM) - EAST OF HARQUAHALA VALLEY ROAD (515TH AVENUE) 1.0 MI
 AJ3567'(1.6 KM) - WEST OF 491ST AVENUE
 AJ3567'163 FT (49.7 M) - EAST A POWER POLE CLOSEST TO COURTHOUSE ROAD ON
 AJ3567'499TH AVE ALIGNMENT
 AJ3567'100 FT (30.5 M) - WEST OF A POWER POLE LOCATED 38 FEET (11.6 M) NORTH
 AJ3567'OF COURTHOUSE ROAD
 AJ3567'38 FT (11.6 M) - NORTH OF COURTHOUSE ROAD
 AJ3567'1 FT (0.3 M) SOUTH OF CARSONITE MARKER
 AJ3567'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3567'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3568 ***********************************************************************
 AJ3568  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3568  DESIGNATION -  4CS1
 AJ3568  PID         -  AJ3568
 AJ3568  STATE/COUNTY-  AZ/MARICOPA
 AJ3568  USGS QUAD   -  CORTEZ PEAK NW (1990)
 AJ3568
 AJ3568                         *CURRENT SURVEY CONTROL
 AJ3568  ___________________________________________________________________
 AJ3568* NAD 83(2007)-  33 27 52.24393(N)    113 13 48.52431(W)     ADJUSTED  
 AJ3568* NAVD 88     -       364.29   (meters)    1195.2    (feet)  GPS OBS   
 AJ3568  ___________________________________________________________________
 AJ3568  EPOCH DATE  -        2007.00
 AJ3568  X           -  -2,100,914.593 (meters)                     COMP
 AJ3568  Y           -  -4,894,687.014 (meters)                     COMP
 AJ3568  Z           -   3,497,235.039 (meters)                     COMP
 AJ3568  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AJ3568  ELLIP HEIGHT-         333.046 (meters)          (02/10/07) ADJUSTED
 AJ3568  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AJ3568
 AJ3568  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3568  Type    PID    Designation                      North   East  Ellip
 AJ3568  -------------------------------------------------------------------
 AJ3568  NETWORK AJ3568 4CS1                              0.61   0.55   0.96
 AJ3568  -------------------------------------------------------------------
 AJ3568
 AJ3568.The horizontal coordinates were established by GPS observations
 AJ3568.and adjusted by the National Geodetic Survey in February 2007.
 AJ3568
 AJ3568.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3568.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3568.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3568.The epoch date for horizontal control is a decimal equivalence
 AJ3568.of Year/Month/Day.
 AJ3568
 AJ3568.The orthometric height was determined by GPS observations and a
 AJ3568.high-resolution geoid model.
 AJ3568.The orthometric height was determined by GPS observations and a
 AJ3568.high-resolution geoid model using precise GPS observation and
 AJ3568.processing techniques.
 AJ3568
 AJ3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3568
 AJ3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3568
 AJ3568.The ellipsoidal height was determined by GPS observations
 AJ3568.and is referenced to NAD 83.
 AJ3568
 AJ3568.The geoid height was determined by GEOID03.
 AJ3568
 AJ3568;                    North         East     Units Scale Factor Converg.
 AJ3568;SPC AZ C     -   274,036.566    91,266.398   MT  1.00008373   -0 43 27.7
 AJ3568;SPC AZ C     -   899,070.10    299,430.44   iFT  1.00008373   -0 43 27.7
 AJ3568;UTM  12      - 3,705,009.564   292,746.929   MT  1.00012959   -1 13 48.7
 AJ3568
 AJ3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3568!SPC AZ C     -   0.99994772  x   1.00008373  =   1.00003144
 AJ3568!UTM  12      -   0.99994772  x   1.00012959  =   1.00007730
 AJ3568
 AJ3568                          SUPERSEDED SURVEY CONTROL
 AJ3568
 AJ3568  NAD 83(1992)-  33 27 52.24293(N)    113 13 48.52407(W) AD(       ) B
 AJ3568  ELLIP H (04/12/01)  333.073  (m)                       GP(       ) 3 2
 AJ3568
 AJ3568.Superseded values are not recommended for survey control.
 AJ3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3568.See file dsdata.txt to determine how the superseded data were derived.
 AJ3568
 AJ3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9274705010(NAD 83)
 AJ3568_MARKER: I = METAL ROD
 AJ3568_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3568_STAMPING: 4CS1 1999
 AJ3568_MARK LOGO: MCDOT 
 AJ3568_PROJECTION: FLUSH
 AJ3568_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3568+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3568_ROD/PIPE-DEPTH:  9.8 meters
 AJ3568_SLEEVE-DEPTH  :  0.8 meters
 AJ3568
 AJ3568  HISTORY     - Date     Condition        Report By
 AJ3568  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3568
 AJ3568                          STATION DESCRIPTION
 AJ3568
 AJ3568'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3568'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3568'PHOENIX, TOWNSHIP 01 NORTH, RANGE 09 WEST, SECTION 06
 AJ3568'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3568'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3568'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3568'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3568'DRIVE 0.2 MI (0.3 KM) BEARING RIGHT AT FORK IN THE ROAD, THENCE
 AJ3568'CONTINUE WEST ON HARQUAHALA VALLEY ROAD AND DRIVE 0.4 MI (0.6 KM) TO A
 AJ3568'90 DEGREE BEND, THENCE TURN LEFT (SOUTH) CONTINUING ON HARQUAHALA
 AJ3568'VALLEY ROAD FOR 5.0 MI (8.0 KM) TO COURTHOUSE ROAD, THENCE TURN RIGHT
 AJ3568'(WEST) ON TO COURTHOUSE ROAD AND DRIVE 3.95 MI (6.36 KM) , PARK
 AJ3568'VEHICLE AND WALK SOUTH OF COURTHOUSE ROAD AND TO THE STATION AS
 AJ3568'DESCRIBED
 AJ3568'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3568'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3568'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3568'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CS1 1999, SURROUNDED
 AJ3568'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3568'CARSONITE MARKER
 AJ3568'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3568'5.2 MI (8.4 KM) - SOUTH OF INTERSTATE 10
 AJ3568'3.95 MI (6.36 KM) - WEST OF HARQUAHALA VALLEY ROAD
 AJ3568'240 FT (73.2 M) - EAST OF DIRT ROAD TURN OFF LOCATED 4.0 MI (6.4 KM)
 AJ3568'WEST OF HARQUAHALA VALLEY ROAD
 AJ3568'27 FT (8.2 M) - NORTH OF BARBED WIRE FENCE
 AJ3568'25 FT (7.6 M) - EAST SOUTHEAST OF SOUTHEAST CORNER OF A CULVERTS
 AJ3568'HEADWALLS
 AJ3568'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3568'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3568'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3569 ***********************************************************************
 AJ3569  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3569  DESIGNATION -  4CU2
 AJ3569  PID         -  AJ3569
 AJ3569  STATE/COUNTY-  AZ/MARICOPA
 AJ3569  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 AJ3569
 AJ3569                         *CURRENT SURVEY CONTROL
 AJ3569  ___________________________________________________________________
 AJ3569* NAD 83(2007)-  33 28 50.41171(N)    113 18 51.06576(W)     ADJUSTED  
 AJ3569* NAVD 88     -       421.27   (meters)    1382.1    (feet)  GPS OBS   
 AJ3569  ___________________________________________________________________
 AJ3569  EPOCH DATE  -        2007.00
 AJ3569  X           -  -2,107,719.288 (meters)                     COMP
 AJ3569  Y           -  -4,890,736.126 (meters)                     COMP
 AJ3569  Z           -   3,498,761.449 (meters)                     COMP
 AJ3569  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ3569  ELLIP HEIGHT-         390.061 (meters)          (02/10/07) ADJUSTED
 AJ3569  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AJ3569
 AJ3569  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3569  Type    PID    Designation                      North   East  Ellip
 AJ3569  -------------------------------------------------------------------
 AJ3569  NETWORK AJ3569 4CU2                              0.47   0.43   0.86
 AJ3569  -------------------------------------------------------------------
 AJ3569
 AJ3569.The horizontal coordinates were established by GPS observations
 AJ3569.and adjusted by the National Geodetic Survey in February 2007.
 AJ3569
 AJ3569.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3569.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3569.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3569.The epoch date for horizontal control is a decimal equivalence
 AJ3569.of Year/Month/Day.
 AJ3569
 AJ3569.The orthometric height was determined by GPS observations and a
 AJ3569.high-resolution geoid model.
 AJ3569.The orthometric height was determined by GPS observations and a
 AJ3569.high-resolution geoid model using precise GPS observation and
 AJ3569.processing techniques.
 AJ3569
 AJ3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3569
 AJ3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3569
 AJ3569.The ellipsoidal height was determined by GPS observations
 AJ3569.and is referenced to NAD 83.
 AJ3569
 AJ3569.The geoid height was determined by GEOID03.
 AJ3569
 AJ3569;                    North         East     Units Scale Factor Converg.
 AJ3569;SPC AZ C     -   275,930.632    83,478.100   MT  1.00010791   -0 46 15.8
 AJ3569;SPC AZ C     -   905,284.23    273,878.28   iFT  1.00010791   -0 46 15.8
 AJ3569;UTM  12      - 3,706,972.435   284,975.240   MT  1.00017006   -1 16 37.6
 AJ3569
 AJ3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3569!SPC AZ C     -   0.99993877  x   1.00010791  =   1.00004667
 AJ3569!UTM  12      -   0.99993877  x   1.00017006  =   1.00010882
 AJ3569
 AJ3569                          SUPERSEDED SURVEY CONTROL
 AJ3569
 AJ3569  NAD 83(1992)-  33 28 50.41071(N)    113 18 51.06560(W) AD(       ) B
 AJ3569  ELLIP H (04/12/01)  390.088  (m)                       GP(       ) 3 2
 AJ3569
 AJ3569.Superseded values are not recommended for survey control.
 AJ3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3569.See file dsdata.txt to determine how the superseded data were derived.
 AJ3569
 AJ3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8497506972(NAD 83)
 AJ3569_MARKER: I = METAL ROD
 AJ3569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3569+WITH SETTING: INFORMATION.
 AJ3569_STAMPING: 4CU2 1999
 AJ3569_MARK LOGO: MCDOT 
 AJ3569_PROJECTION: FLUSH
 AJ3569_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3569+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3569_ROD/PIPE-DEPTH:  2.4 meters
 AJ3569_SLEEVE-DEPTH  :  0.8 meters
 AJ3569
 AJ3569  HISTORY     - Date     Condition        Report By
 AJ3569  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3569
 AJ3569                          STATION DESCRIPTION
 AJ3569
 AJ3569'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3569'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3569'PHOENIX, TOWNSHIP 02 NORTH, RANGE 10 WEST, SECTION 29
 AJ3569'OWNERSHIP - STATE TRUST LAND
 AJ3569'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3569'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3569'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3569'DRIVE 0.2 MI (0.3 KM) BEARING RIGHT AT FORK IN THE ROAD, THENCE
 AJ3569'CONTINUE ON HARQUAHALA VALLEY ROAD FOR 0.4 MI (0.6 KM) TO A 90 DEGREE
 AJ3569'BEND, THENCE TURN LEFT (SOUTH) CONTINUING ON HARQUAHALA VALLEY ROAD
 AJ3569'FOR 5.0 MI (8.0 KM) TO CENTENNIAL ROAD, THENCE TURN RIGHT (WEST) ON TO
 AJ3569'CENTENNIAL ROAD AND DRIVE 7.0 MI (11.3 KM) TO THE EL PASO NATURAL GAS
 AJ3569'LINE ROAD, THENCE TURN RIGHT (NORTHWEST) ON TO EL PASO NATURAL GAS
 AJ3569'LINE ROAD AND DRIVE 2.1 MI (3.4 KM) TO A DIRT TRAIL, THENCE TURN RIGHT
 AJ3569'(NORTHEASTERLY) ON TO DIRT TRAIL AND DRIVE 0.2 MI (0.3 KM) , PARK
 AJ3569'VEHICLE AND WALK 25 FT (7.6 M) WEST AND TO THE STATION AS DESCRIBED
 AJ3569'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3569'COMPRESSED ON A 8 FOOT (2.44 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3569'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3569'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4CU2 1999, SURROUNDED
 AJ3569'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3569'CARSONITE MARKER
 AJ3569'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3569'APPROXIMATELY 8 MI (12.9 KM) - WEST OF HARQUAHALA VALLEY ROAD
 AJ3569'4.5 MI (7.2 KM) - S0UTH OF INTERSTATE 10
 AJ3569'0.2 MI (0.3 KM) - NORTHEASTERLY OF EL PASO NATURAL GAS LINE
 AJ3569'145 FT (44.2 M) - SOUTH WEST OF THE CENTERLINE OF WASH
 AJ3569'25 FT (7.6 M) - WEST OF THE CENTERLINE OF THE DIRT TRAIL
 AJ3569'1 FT (0.3 M) - EAST OF WHITE CARSONITE MARKER
 AJ3569'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3569'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3838 ***********************************************************************
 AJ3838  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3838  DESIGNATION -  4DB1
 AJ3838  PID         -  AJ3838
 AJ3838  STATE/COUNTY-  AZ/MARICOPA
 AJ3838  USGS QUAD   -  TOLLESON (1982)
 AJ3838
 AJ3838                         *CURRENT SURVEY CONTROL
 AJ3838  ___________________________________________________________________
 AJ3838* NAD 83(2007)-  33 29 12.26827(N)    112 21 16.64184(W)     ADJUSTED  
 AJ3838* NAVD 88     -       309.42   (meters)    1015.2    (feet)  GPS OBS   
 AJ3838  ___________________________________________________________________
 AJ3838  EPOCH DATE  -        2007.00
 AJ3838  X           -  -2,025,343.308 (meters)                     COMP
 AJ3838  Y           -  -4,924,918.431 (meters)                     COMP
 AJ3838  Z           -   3,499,261.847 (meters)                     COMP
 AJ3838  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AJ3838  ELLIP HEIGHT-         279.020 (meters)          (02/10/07) ADJUSTED
 AJ3838  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AJ3838
 AJ3838  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3838  Type    PID    Designation                      North   East  Ellip
 AJ3838  -------------------------------------------------------------------
 AJ3838  NETWORK AJ3838 4DB1                              0.88   0.78   1.27
 AJ3838  -------------------------------------------------------------------
 AJ3838
 AJ3838.The horizontal coordinates were established by GPS observations
 AJ3838.and adjusted by the National Geodetic Survey in February 2007.
 AJ3838
 AJ3838.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3838.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3838.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3838.The epoch date for horizontal control is a decimal equivalence
 AJ3838.of Year/Month/Day.
 AJ3838
 AJ3838.The orthometric height was determined by GPS observations and a
 AJ3838.high-resolution geoid model.
 AJ3838.The orthometric height was determined by GPS observations and a
 AJ3838.high-resolution geoid model using precise GPS observation and
 AJ3838.processing techniques.
 AJ3838
 AJ3838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3838
 AJ3838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3838
 AJ3838.The ellipsoidal height was determined by GPS observations
 AJ3838.and is referenced to NAD 83.
 AJ3838
 AJ3838.The geoid height was determined by GEOID03.
 AJ3838
 AJ3838;                    North         East     Units Scale Factor Converg.
 AJ3838;SPC AZ C     -   275,815.845   172,661.719   MT  0.99992041   -0 14 29.9
 AJ3838;SPC AZ C     -   904,907.63    566,475.46   iFT  0.99992041   -0 14 29.9
 AJ3838;UTM  12      - 3,706,070.149   374,151.557   MT  0.99979526   -0 44 51.0
 AJ3838
 AJ3838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3838!SPC AZ C     -   0.99995620  x   0.99992041  =   0.99987661
 AJ3838!UTM  12      -   0.99995620  x   0.99979526  =   0.99975147
 AJ3838
 AJ3838                          SUPERSEDED SURVEY CONTROL
 AJ3838
 AJ3838  NAD 83(1992)-  33 29 12.26756(N)    112 21 16.64125(W) AD(       ) B
 AJ3838  ELLIP H (04/12/01)  279.047  (m)                       GP(       ) 3 2
 AJ3838
 AJ3838.Superseded values are not recommended for survey control.
 AJ3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3838.See file dsdata.txt to determine how the superseded data were derived.
 AJ3838
 AJ3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7415206070(NAD 83)
 AJ3838_MARKER: I = METAL ROD
 AJ3838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3838_STAMPING: 4DB1 1999
 AJ3838_MARK LOGO: MCDOT 
 AJ3838_PROJECTION: FLUSH
 AJ3838_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3838+STABILITY: POSITION/ELEVATION WELL
 AJ3838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3838+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2007
 AJ3838_ROD/PIPE-DEPTH: 13.4 meters
 AJ3838_SLEEVE-DEPTH  :  0.8 meters
 AJ3838
 AJ3838  HISTORY     - Date     Condition        Report By
 AJ3838  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3838  HISTORY     - 20060410 GOOD             DIBBLE
 AJ3838  HISTORY     - 20061101 GOOD             EVANS
 AJ3838  HISTORY     - 20070320 GOOD             GEOCAC
 AJ3838
 AJ3838                          STATION DESCRIPTION
 AJ3838
 AJ3838'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3838'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF AVONDALE, TOWNSHIP 2
 AJ3838'NORTH, RANGE 1 WEST, SECTION 27
 AJ3838'OWNERSHIP - AVONDALE RIGHT OF WAY
 AJ3838'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND LITCHFIELD
 AJ3838'ROAD AT EXIT 128, DRIVE NORTH ON LITCHFIELD ROAD 2.0 MI (3.2 KM) TO
 AJ3838'THE INTERSECTION OF INDIAN SCHOOL ROAD BYPASS AND LITCHFIELD ROAD,
 AJ3838'THENCE TURN RIGHT (EAST) ONTO INDIAN SCHOOL ROAD BYPASS AND DRIVE 0.45
 AJ3838'MILES (0.72 KM) TO THE INTERSECTION OF PLAZA CIRCLE AND INDIAN SCHOOL
 AJ3838'BYPASS, THENCE TURN RIGHT (SOUTHEAST) ONTO PLAZA CIRCLE AND DRIVE 165
 AJ3838'FT (50.3 M) TO THE STATION ON THE RIGHT 29 FT (8.8 M) BEHIND THE BACK
 AJ3838'OF CURB
 AJ3838'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3838'COMPRESSED ON A 44 FT (13.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3838'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3838'WITH A COUNTY LOGO ACCESS COVER STAMPED 4DB1 1999, SURROUNDED WITH A
 AJ3838'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3838'MARKER
 AJ3838'STATION TIES -
 AJ3838'29 FT (8.8 M) WEST OF A CONCRETE CURB ON THE WEST SIDE OF PLAZA CIRCLE
 AJ3838'60 FT (18.3 M) WEST OF THE CENTERLINE OF PLAZA CIRCLE
 AJ3838'22 FT (6.7 M) SOUTHWEST OF THE END OF THE SOUTHERLY WING WALL OF A BOX
 AJ3838'CULVERT
 AJ3838'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3838'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3838
 AJ3838                          STATION RECOVERY (2006)
 AJ3838
 AJ3838'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (JLD)
 AJ3838'RECOVERED IN GOOD CONDITION.
 AJ3838
 AJ3838                          STATION RECOVERY (2006)
 AJ3838
 AJ3838'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 AJ3838'RECOVERED AS DESCRIBED.
 AJ3838
 AJ3838                          STATION RECOVERY (2007)
 AJ3838
 AJ3838'RECOVERY NOTE BY GEOCACHING 2007 (RGP)
 AJ3838'RECOVERED IN GOOD CONDITION.  INTERSECTION NEAR MARK IS 137TH AVE AND
 AJ3838'LITCHFIELD ROAD.  ACCESS COVER HAS DETACHED FROM HINGE BUT STILL IN
 AJ3838'PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3840 ***********************************************************************
 AJ3840  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3840  DESIGNATION -  4DD1
 AJ3840  PID         -  AJ3840
 AJ3840  STATE/COUNTY-  AZ/MARICOPA
 AJ3840  USGS QUAD   -  WADDELL (1975)
 AJ3840
 AJ3840                         *CURRENT SURVEY CONTROL
 AJ3840  ___________________________________________________________________
 AJ3840* NAD 83(2007)-  33 30 29.70266(N)    112 27 29.03238(W)     ADJUSTED  
 AJ3840* NAVD 88     -       343.54   (meters)    1127.1    (feet)  GPS OBS   
 AJ3840  ___________________________________________________________________
 AJ3840  EPOCH DATE  -        2007.00
 AJ3840  X           -  -2,033,739.355 (meters)                     COMP
 AJ3840  Y           -  -4,920,063.360 (meters)                     COMP
 AJ3840  Z           -   3,501,270.285 (meters)                     COMP
 AJ3840  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AJ3840  ELLIP HEIGHT-         313.245 (meters)          (02/10/07) ADJUSTED
 AJ3840  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3840
 AJ3840  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3840  Type    PID    Designation                      North   East  Ellip
 AJ3840  -------------------------------------------------------------------
 AJ3840  NETWORK AJ3840 4DD1                              0.92   0.82   1.29
 AJ3840  -------------------------------------------------------------------
 AJ3840
 AJ3840.The horizontal coordinates were established by GPS observations
 AJ3840.and adjusted by the National Geodetic Survey in February 2007.
 AJ3840
 AJ3840.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3840.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3840.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3840.The epoch date for horizontal control is a decimal equivalence
 AJ3840.of Year/Month/Day.
 AJ3840
 AJ3840.The orthometric height was determined by GPS observations and a
 AJ3840.high-resolution geoid model.
 AJ3840.The orthometric height was determined by GPS observations and a
 AJ3840.high-resolution geoid model using precise GPS observation and
 AJ3840.processing techniques.
 AJ3840
 AJ3840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3840
 AJ3840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3840
 AJ3840.The ellipsoidal height was determined by GPS observations
 AJ3840.and is referenced to NAD 83.
 AJ3840
 AJ3840.The geoid height was determined by GEOID03.
 AJ3840
 AJ3840;                    North         East     Units Scale Factor Converg.
 AJ3840;SPC AZ C     -   278,246.675   163,061.440   MT  0.99993118   -0 17 56.0
 AJ3840;SPC AZ C     -   912,882.79    534,978.48   iFT  0.99993118   -0 17 56.0
 AJ3840;UTM  12      - 3,708,585.379   364,574.223   MT  0.99982611   -0 48 18.2
 AJ3840
 AJ3840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3840!SPC AZ C     -   0.99995083  x   0.99993118  =   0.99988201
 AJ3840!UTM  12      -   0.99995083  x   0.99982611  =   0.99977694
 AJ3840
 AJ3840                          SUPERSEDED SURVEY CONTROL
 AJ3840
 AJ3840  NAD 83(1992)-  33 30 29.70192(N)    112 27 29.03185(W) AD(       ) B
 AJ3840  ELLIP H (04/12/01)  313.270  (m)                       GP(       ) 3 2
 AJ3840
 AJ3840.Superseded values are not recommended for survey control.
 AJ3840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3840.See file dsdata.txt to determine how the superseded data were derived.
 AJ3840
 AJ3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6457408585(NAD 83)
 AJ3840_MARKER: I = METAL ROD
 AJ3840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3840_STAMPING: 4DD1 1999
 AJ3840_MARK LOGO: MCDOT 
 AJ3840_PROJECTION: FLUSH
 AJ3840_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3840+STABILITY: POSITION/ELEVATION WELL
 AJ3840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3840+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3840_ROD/PIPE-DEPTH: 14.6 meters
 AJ3840_SLEEVE-DEPTH  :  0.8 meters
 AJ3840
 AJ3840  HISTORY     - Date     Condition        Report By
 AJ3840  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3840
 AJ3840                          STATION DESCRIPTION
 AJ3840
 AJ3840'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3840'THE STATION IS LOCATED 4.5 MI (7.2 KM) WEST OF LITCHFIELD PARK,
 AJ3840'TOWNSHIP 2 NORTH, RANGE 2 WEST, SECTION 15
 AJ3840'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3840'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND JACKRABBIT
 AJ3840'TRAIL ROAD AT EXIT 121, DRIVE NORTH ON JACKRABBIT TRAIL ROAD 2.2 MI
 AJ3840'(3.5 KM) TO THE INTERSECTION OF INDIAN SCHOOL ROAD AND JACKRABBIT
 AJ3840'TRAIL, THENCE TURN RIGHT (EAST) ONTO INDIAN SCHOOL ROAD AND DRIVE 1.0
 AJ3840'MI (1.6 KM) TO THE INTERSECTION OF PERRYVILLE ROAD AND INDIAN SCHOOL
 AJ3840'ROAD, THENCE TURN LEFT (NORTH) ONTO PERRYVILLE ROAD AND DRIVE 1.0 MI
 AJ3840'(1.6 KM) TO THE INTERSECTION OF CAMELBACK ROAD AND PERRYVILLE ROAD,
 AJ3840'THENCE TURN RIGHT (EAST) ONTO CAMELBACK ROAD AND DRIVE 0.2 MI (0.3 KM)
 AJ3840'TO THE STATION ON THE LEFT 23 FT (7.0 M) NORTH OF THE CENTERLINE OF
 AJ3840'CAMELBACK ROAD
 AJ3840'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3840'COMPRESSED ON A 48 FT (14.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3840'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3840'WITH A COUNTY LOGO ACCESS COVER STAMPED 4DD1 1999, SURROUNDED WITH A
 AJ3840'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3840'MARKER
 AJ3840'STATION TIES -
 AJ3840'120 FT (36.6 M) WEST OF A POWER POLE
 AJ3840'180 FT (54.9 M) EAST OF A POWER POLE
 AJ3840'23 FT (7.0 M) NORTH OF THE CENTERLINE OF CAMELBACK ROAD
 AJ3840'9 FT (2.7 M) SOUTHWEST OF A FIBER OPTIC CABLE MARKER
 AJ3840'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3840'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS E
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3842 ***********************************************************************
 AJ3842  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3842  DESIGNATION -  4DH1
 AJ3842  PID         -  AJ3842
 AJ3842  STATE/COUNTY-  AZ/MARICOPA
 AJ3842  USGS QUAD   -  WAGNER WASH WELL (1988)
 AJ3842
 AJ3842                         *CURRENT SURVEY CONTROL
 AJ3842  ___________________________________________________________________
 AJ3842* NAD 83(2007)-  33 30 30.25441(N)    112 40 38.83981(W)     ADJUSTED  
 AJ3842* NAVD 88     -       392.38   (meters)    1287.3    (feet)  GPS OBS   
 AJ3842  ___________________________________________________________________
 AJ3842  EPOCH DATE  -        2007.00
 AJ3842  X           -  -2,052,575.809 (meters)                     COMP
 AJ3842  Y           -  -4,912,268.702 (meters)                     COMP
 AJ3842  Z           -   3,501,311.319 (meters)                     COMP
 AJ3842  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 AJ3842  ELLIP HEIGHT-         361.899 (meters)          (02/10/07) ADJUSTED
 AJ3842  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3842
 AJ3842  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3842  Type    PID    Designation                      North   East  Ellip
 AJ3842  -------------------------------------------------------------------
 AJ3842  NETWORK AJ3842 4DH1                              0.84   0.76   1.27
 AJ3842  -------------------------------------------------------------------
 AJ3842
 AJ3842.The horizontal coordinates were established by GPS observations
 AJ3842.and adjusted by the National Geodetic Survey in February 2007.
 AJ3842
 AJ3842.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3842.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3842.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3842.The epoch date for horizontal control is a decimal equivalence
 AJ3842.of Year/Month/Day.
 AJ3842
 AJ3842.The orthometric height was determined by GPS observations and a
 AJ3842.high-resolution geoid model.
 AJ3842.The orthometric height was determined by GPS observations and a
 AJ3842.high-resolution geoid model using precise GPS observation and
 AJ3842.processing techniques.
 AJ3842
 AJ3842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3842
 AJ3842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3842
 AJ3842.The ellipsoidal height was determined by GPS observations
 AJ3842.and is referenced to NAD 83.
 AJ3842
 AJ3842.The geoid height was determined by GEOID03.
 AJ3842
 AJ3842;                    North         East     Units Scale Factor Converg.
 AJ3842;SPC AZ C     -   278,391.549   142,678.649   MT  0.99996157   -0 25 12.1
 AJ3842;SPC AZ C     -   913,358.10    468,105.80   iFT  0.99996157   -0 25 12.1
 AJ3842;UTM  12      - 3,708,910.295   344,195.213   MT  0.99989928   -0 55 34.5
 AJ3842
 AJ3842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3842!SPC AZ C     -   0.99994319  x   0.99996157  =   0.99990476
 AJ3842!UTM  12      -   0.99994319  x   0.99989928  =   0.99984247
 AJ3842
 AJ3842                          SUPERSEDED SURVEY CONTROL
 AJ3842
 AJ3842  NAD 83(1992)-  33 30 30.25357(N)    112 40 38.83941(W) AD(       ) B
 AJ3842  ELLIP H (04/12/01)  361.932  (m)                       GP(       ) 3 2
 AJ3842
 AJ3842.Superseded values are not recommended for survey control.
 AJ3842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3842.See file dsdata.txt to determine how the superseded data were derived.
 AJ3842
 AJ3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4419508910(NAD 83)
 AJ3842_MARKER: I = METAL ROD
 AJ3842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3842_STAMPING: 4DH1 1999
 AJ3842_MARK LOGO: MCDOT 
 AJ3842_PROJECTION: FLUSH
 AJ3842_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3842+STABILITY: POSITION/ELEVATION WELL
 AJ3842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3842+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2007
 AJ3842_ROD/PIPE-DEPTH:  4.3 meters
 AJ3842_SLEEVE-DEPTH  :  0.8 meters
 AJ3842
 AJ3842  HISTORY     - Date     Condition        Report By
 AJ3842  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3842  HISTORY     - 20071004 GOOD             GEOCAC
 AJ3842
 AJ3842                          STATION DESCRIPTION
 AJ3842
 AJ3842'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3842'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF THE TOWN OF
 AJ3842'BUCKEYE, TOWNSHIP 2 NORTH, RANGE 4 WEST, SECTION 16
 AJ3842'OWNERSHIP - MCDOT RIGHT OF WAY
 AJ3842'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3842'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 4.8 MI (7.7 KM)
 AJ3842'TO THE STATION ON THE RIGHT 93 FT (28.3 M) FROM THE CENTERLINE OF SUN
 AJ3842'VALLEY PARKWAY
 AJ3842'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3842'COMPRESSED ON A 14 FOOT (4.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3842'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3842'WITH A COUNTY LOGO ACCESS COVER STAMPED 4DH1 1999, SURROUNDED WITH A
 AJ3842'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3842'MARKER
 AJ3842'STATION TIES -
 AJ3842'93 FT (28.3 M) EAST OF THE CENTERLINE OF THE SUN VALLEY PARKWAY ROAD
 AJ3842'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3842'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3842
 AJ3842                          STATION RECOVERY (2007)
 AJ3842
 AJ3842'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3843 ***********************************************************************
 AJ3843  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3843  DESIGNATION -  4DJ2
 AJ3843  PID         -  AJ3843
 AJ3843  STATE/COUNTY-  AZ/MARICOPA
 AJ3843  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3843
 AJ3843                         *CURRENT SURVEY CONTROL
 AJ3843  ___________________________________________________________________
 AJ3843* NAD 83(2007)-  33 30 05.30784(N)    112 45 06.21928(W)     ADJUSTED  
 AJ3843* NAVD 88     -       340.40   (meters)    1116.8    (feet)  GPS OBS   
 AJ3843  ___________________________________________________________________
 AJ3843  EPOCH DATE  -        2007.00
 AJ3843  X           -  -2,059,089.086 (meters)                     COMP
 AJ3843  Y           -  -4,909,955.001 (meters)                     COMP
 AJ3843  Z           -   3,500,641.614 (meters)                     COMP
 AJ3843  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AJ3843  ELLIP HEIGHT-         309.735 (meters)          (02/10/07) ADJUSTED
 AJ3843  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AJ3843
 AJ3843  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3843  Type    PID    Designation                      North   East  Ellip
 AJ3843  -------------------------------------------------------------------
 AJ3843  NETWORK AJ3843 4DJ2                              0.74   0.67   1.08
 AJ3843  -------------------------------------------------------------------
 AJ3843
 AJ3843.The horizontal coordinates were established by GPS observations
 AJ3843.and adjusted by the National Geodetic Survey in February 2007.
 AJ3843
 AJ3843.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3843.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3843.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3843.The epoch date for horizontal control is a decimal equivalence
 AJ3843.of Year/Month/Day.
 AJ3843
 AJ3843.The orthometric height was determined by GPS observations and a
 AJ3843.high-resolution geoid model.
 AJ3843.The orthometric height was determined by GPS observations and a
 AJ3843.high-resolution geoid model using precise GPS observation and
 AJ3843.processing techniques.
 AJ3843
 AJ3843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3843
 AJ3843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3843
 AJ3843.The ellipsoidal height was determined by GPS observations
 AJ3843.and is referenced to NAD 83.
 AJ3843
 AJ3843.The geoid height was determined by GEOID03.
 AJ3843
 AJ3843;                    North         East     Units Scale Factor Converg.
 AJ3843;SPC AZ C     -   277,676.063   135,772.009   MT  0.99997419   -0 27 39.4
 AJ3843;SPC AZ C     -   911,010.71    445,446.22   iFT  0.99997419   -0 27 39.4
 AJ3843;UTM  12      - 3,708,255.890   337,282.902   MT  0.99992643   -0 58 01.5
 AJ3843
 AJ3843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3843!SPC AZ C     -   0.99995138  x   0.99997419  =   0.99992557
 AJ3843!UTM  12      -   0.99995138  x   0.99992643  =   0.99987781
 AJ3843
 AJ3843                          SUPERSEDED SURVEY CONTROL
 AJ3843
 AJ3843  NAD 83(1992)-  33 30 05.30698(N)    112 45 06.21890(W) AD(       ) B
 AJ3843  ELLIP H (04/12/01)  309.768  (m)                       GP(       ) 3 2
 AJ3843
 AJ3843.Superseded values are not recommended for survey control.
 AJ3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3843.See file dsdata.txt to determine how the superseded data were derived.
 AJ3843
 AJ3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3728308256(NAD 83)
 AJ3843_MARKER: I = METAL ROD
 AJ3843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3843_STAMPING: 4DJ2 2000
 AJ3843_MARK LOGO: MCDOT 
 AJ3843_PROJECTION: FLUSH
 AJ3843_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3843+STABILITY: POSITION/ELEVATION WELL
 AJ3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3843+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3843_ROD/PIPE-DEPTH: 18.9 meters
 AJ3843_SLEEVE-DEPTH  :  0.8 meters
 AJ3843
 AJ3843  HISTORY     - Date     Condition        Report By
 AJ3843  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3843
 AJ3843                          STATION DESCRIPTION
 AJ3843
 AJ3843'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3843'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF THE TOWN OF
 AJ3843'BUCKEYE, TOWNSHIP 2 NORTH, RANGE 5 WEST, SECTION 22
 AJ3843'OWNERSHIP - STATE TRUST LAND
 AJ3843'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3843'AVENUE AT EXIT 103, DRIVE NORTH ON 339TH AVENUE 2.1 MI (3.4 KM) TO THE
 AJ3843'INTERSECTION OF TONOPAH SALOME HIGHWAY AND 339TH AVENUE THENCE TURN
 AJ3843'RIGHT (EAST) ONTO THE TONOPAH SALOME HIGHWAY AND DRIVE SOUTHEAST 1.6
 AJ3843'MI (2.6 KM) TO AN INTERSECTION OF AN UNMARKED DIRT ROAD AND TONOPAH
 AJ3843'SALOME HIGHWAY, THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE
 AJ3843'NORTHERLY 0.6 MI (1.0 KM) TO THE INTERSECTION OF AN UNMARKED DIRT
 AJ3843'POWER LINE ROAD, THENCE CONTINUE ACROSS THE POWER LINE ROAD DRIVING
 AJ3843'NORTHERLY AND NORTHWESTERLY VEERING LEFT AT A Y IN THE ROAD 0.2 MI
 AJ3843'(0.3 KM) TO A DIRT ROAD ON THE RIGHT (NORTH) , THENCE TURN RIGHT
 AJ3843'(NORTH) ONTO THE DIRT ROAD AND DRIVE 0.4 MI (0.6 KM) TO THE STATION 50
 AJ3843'FT (15.2 M) LEFT OF THE CENTERLINE OF THE ROAD ON TOP OF A SMALL HILL
 AJ3843'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3843'COMPRESSED ON A 62 FOOT (18.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3843'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3843'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DJ2 2000, SURROUNDED
 AJ3843'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3843'CARSONITE MARKER
 AJ3843'STATION TIES -
 AJ3843'50 FT (15.2 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3843'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3843'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3570 ***********************************************************************
 AJ3570  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3570  DESIGNATION -  4DL1
 AJ3570  PID         -  AJ3570
 AJ3570  STATE/COUNTY-  AZ/MARICOPA
 AJ3570  USGS QUAD   -  WINTERSBURG (1984)
 AJ3570
 AJ3570                         *CURRENT SURVEY CONTROL
 AJ3570  ___________________________________________________________________
 AJ3570* NAD 83(2007)-  33 29 36.90797(N)    112 52 01.44306(W)     ADJUSTED  
 AJ3570* NAVD 88     -       340.25   (meters)    1116.3    (feet)  GPS OBS   
 AJ3570  ___________________________________________________________________
 AJ3570  EPOCH DATE  -        2007.00
 AJ3570  X           -  -2,069,156.476 (meters)                     COMP
 AJ3570  Y           -  -4,906,244.632 (meters)                     COMP
 AJ3570  Z           -   3,499,911.694 (meters)                     COMP
 AJ3570  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AJ3570  ELLIP HEIGHT-         309.317 (meters)          (02/10/07) ADJUSTED
 AJ3570  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AJ3570
 AJ3570  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3570  Type    PID    Designation                      North   East  Ellip
 AJ3570  -------------------------------------------------------------------
 AJ3570  NETWORK AJ3570 4DL1                              0.71   0.65   1.02
 AJ3570  -------------------------------------------------------------------
 AJ3570
 AJ3570.The horizontal coordinates were established by GPS observations
 AJ3570.and adjusted by the National Geodetic Survey in February 2007.
 AJ3570
 AJ3570.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3570.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3570.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3570.The epoch date for horizontal control is a decimal equivalence
 AJ3570.of Year/Month/Day.
 AJ3570
 AJ3570.The orthometric height was determined by GPS observations and a
 AJ3570.high-resolution geoid model.
 AJ3570.The orthometric height was determined by GPS observations and a
 AJ3570.high-resolution geoid model using precise GPS observation and
 AJ3570.processing techniques.
 AJ3570
 AJ3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3570
 AJ3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3570
 AJ3570.The ellipsoidal height was determined by GPS observations
 AJ3570.and is referenced to NAD 83.
 AJ3570
 AJ3570.The geoid height was determined by GEOID03.
 AJ3570
 AJ3570;                    North         East     Units Scale Factor Converg.
 AJ3570;SPC AZ C     -   276,893.299   125,047.058   MT  0.99999612   -0 31 28.2
 AJ3570;SPC AZ C     -   908,442.58    410,259.38   iFT  0.99999612   -0 31 28.2
 AJ3570;UTM  12      - 3,707,567.918   326,551.847   MT  0.99997091   -1 01 50.1
 AJ3570
 AJ3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3570!SPC AZ C     -   0.99995144  x   0.99999612  =   0.99994756
 AJ3570!UTM  12      -   0.99995144  x   0.99997091  =   0.99992235
 AJ3570
 AJ3570                          SUPERSEDED SURVEY CONTROL
 AJ3570
 AJ3570  NAD 83(1992)-  33 29 36.90709(N)    112 52 01.44269(W) AD(       ) B
 AJ3570  ELLIP H (04/12/01)  309.348  (m)                       GP(       ) 3 2
 AJ3570
 AJ3570.Superseded values are not recommended for survey control.
 AJ3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3570.See file dsdata.txt to determine how the superseded data were derived.
 AJ3570
 AJ3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2655207568(NAD 83)
 AJ3570_MARKER: I = METAL ROD
 AJ3570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3570_STAMPING: 4DL1 1999
 AJ3570_MARK LOGO: MCDOT 
 AJ3570_PROJECTION: FLUSH
 AJ3570_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3570+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 AJ3570_ROD/PIPE-DEPTH: 12.8 meters
 AJ3570_SLEEVE-DEPTH  :  0.8 meters
 AJ3570
 AJ3570  HISTORY     - Date     Condition        Report By
 AJ3570  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3570  HISTORY     - 20070523 GOOD             MCDOT
 AJ3570
 AJ3570                          STATION DESCRIPTION
 AJ3570
 AJ3570'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3570'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3570'PHOENIX, TOWNSHIP 02 NORTH, RANGE 06 WEST, SECTION 27
 AJ3570'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3570'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3570'10, DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO WINTERSBURG
 AJ3570'ROAD (EXIT 98) ,THENCE TURN RIGHT (NORTH) ON TO WINTERSBURG ROAD AND
 AJ3570'DRIVE 0.8 MI (1.3 KM) TO INDIAN SCHOOL ROAD, THENCE TURN RIGHT (EAST)
 AJ3570'ON TO INDIAN SCHOOL ROAD AND DRIVE EAST FOR 190 FT (57.9 M) , PARK
 AJ3570'VEHICLE AND WALK 50 FT (15.2 M) SOUTH OR INDIAN SCHOOL ROAD AND TO
 AJ3570'STATION AS DESCRIBED
 AJ3570'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3570'COMPRESSED ON A 42 FOOT (12.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3570'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3570'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DL1 1999, SURROUNDED
 AJ3570'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3570'CARSONITE MARKER
 AJ3570'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3570'0.8 MI (1.3 KM) - NORTH OF INTERSTATE 10
 AJ3570'190 FT (57.9 M) - EAST OF WINTERSBURG ROAD
 AJ3570'50 FT (15.2 M) - SOUTH OF CENTERLINE OF INDIAN SCHOOL ROAD
 AJ3570'16 FT (4.9 M) - SOUTH OF BARBED WIRE FENCE
 AJ3570'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3570'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3570'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3570
 AJ3570                          STATION RECOVERY (2007)
 AJ3570
 AJ3570'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3571 ***********************************************************************
 AJ3571  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3571  DESIGNATION -  4DN1
 AJ3571  PID         -  AJ3571
 AJ3571  STATE/COUNTY-  AZ/MARICOPA
 AJ3571  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 AJ3571
 AJ3571                         *CURRENT SURVEY CONTROL
 AJ3571  ___________________________________________________________________
 AJ3571* NAD 83(2007)-  33 30 14.07080(N)    112 58 16.70571(W)     ADJUSTED  
 AJ3571* NAVD 88     -       362.55   (meters)    1189.5    (feet)  GPS OBS   
 AJ3571  ___________________________________________________________________
 AJ3571  EPOCH DATE  -        2007.00
 AJ3571  X           -  -2,077,839.713 (meters)                     COMP
 AJ3571  Y           -  -4,901,907.304 (meters)                     COMP
 AJ3571  Z           -   3,500,878.814 (meters)                     COMP
 AJ3571  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AJ3571  ELLIP HEIGHT-         331.589 (meters)          (02/10/07) ADJUSTED
 AJ3571  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AJ3571
 AJ3571  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3571  Type    PID    Designation                      North   East  Ellip
 AJ3571  -------------------------------------------------------------------
 AJ3571  NETWORK AJ3571 4DN1                              0.69   0.61   1.00
 AJ3571  -------------------------------------------------------------------
 AJ3571
 AJ3571.The horizontal coordinates were established by GPS observations
 AJ3571.and adjusted by the National Geodetic Survey in February 2007.
 AJ3571
 AJ3571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3571.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3571.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3571.The epoch date for horizontal control is a decimal equivalence
 AJ3571.of Year/Month/Day.
 AJ3571
 AJ3571.The orthometric height was determined by GPS observations and a
 AJ3571.high-resolution geoid model.
 AJ3571.The orthometric height was determined by GPS observations and a
 AJ3571.high-resolution geoid model using precise GPS observation and
 AJ3571.processing techniques.
 AJ3571
 AJ3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3571
 AJ3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3571
 AJ3571.The ellipsoidal height was determined by GPS observations
 AJ3571.and is referenced to NAD 83.
 AJ3571
 AJ3571.The geoid height was determined by GEOID03.
 AJ3571
 AJ3571;                    North         East     Units Scale Factor Converg.
 AJ3571;SPC AZ C     -   278,131.761   115,372.149   MT  1.00001834   -0 34 55.9
 AJ3571;SPC AZ C     -   912,505.78    378,517.55   iFT  1.00001834   -0 34 55.9
 AJ3571;UTM  12      - 3,708,891.781   316,888.402   MT  1.00001339   -1 05 18.4
 AJ3571
 AJ3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3571!SPC AZ C     -   0.99994795  x   1.00001834  =   0.99996628
 AJ3571!UTM  12      -   0.99994795  x   1.00001339  =   0.99996133
 AJ3571
 AJ3571                          SUPERSEDED SURVEY CONTROL
 AJ3571
 AJ3571  NAD 83(1992)-  33 30 14.06988(N)    112 58 16.70534(W) AD(       ) B
 AJ3571  ELLIP H (04/12/01)  331.619  (m)                       GP(       ) 3 2
 AJ3571
 AJ3571.Superseded values are not recommended for survey control.
 AJ3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3571.See file dsdata.txt to determine how the superseded data were derived.
 AJ3571
 AJ3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1688808892(NAD 83)
 AJ3571_MARKER: I = METAL ROD
 AJ3571_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3571_STAMPING: 4DN1 1999
 AJ3571_MARK LOGO: MCDOT 
 AJ3571_PROJECTION: FLUSH
 AJ3571_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3571+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3571_ROD/PIPE-DEPTH: 11.0 meters
 AJ3571_SLEEVE-DEPTH  :  0.8 meters
 AJ3571
 AJ3571  HISTORY     - Date     Condition        Report By
 AJ3571  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3571
 AJ3571                          STATION DESCRIPTION
 AJ3571
 AJ3571'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3571'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3571'PHOENIX, TOWNSHIP 02 NORTH, RANGE 07 WEST, SECTION 22
 AJ3571'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3571'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3571'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO MILE POST
 AJ3571'93,THENCE CONTINUE WEST ON INTERSTATE 10 FOR 0.9 MI (1.4 KM) MERGING
 AJ3571'SAFELY ONTO MEDIAN OF HIGHWAY (EMERGENCY TURN-AROUND), THENCE PARK
 AJ3571'VEHICLE IN MEDIAN AND WALK 85 FT (25.9 M) SOUTH OF THE WEST BOUND
 AJ3571'LANES OF INTERSTATE 10 (STATION IS HALF WAY BETWEEN WEST AND EAST
 AJ3571'BOUND INTERSTATE 10 JUST BELOW THE EAST TOP OF SLOPE OF THE TURN
 AJ3571'AROUND AREA) AND TO THE STATION AS DESCRIBED
 AJ3571'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3571'COMPRESSED ON A 36 FOOT (10.97 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3571'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3571'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DN1 1999, SURROUNDED
 AJ3571'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3571'CARSONITE MARKER
 AJ3571'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3571'2.0 MI (3.2 KM) - WEST OF 411TH AVENUE
 AJ3571'0.9 MI (1.4 KM) - WEST OF MILE POST 93
 AJ3571'0.1 MI (0.2 KM) - EAST OF MILE POST 92
 AJ3571'85 FT (25.9 M) - SOUTH OF SOUTH EDGE OF WESTBOUND INTERSTATE 10 LANES
 AJ3571'85 FT (25.9 M) - NORTH OF NORTH EDGE OF EASTBOUND INTERSTATE 10 LANES
 AJ3571'1 FT (0.3 M) - EAST OF WHITE CARSONITE MARKER
 AJ3571'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3571'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3572 ***********************************************************************
 AJ3572  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3572  DESIGNATION -  4DP1
 AJ3572  PID         -  AJ3572
 AJ3572  STATE/COUNTY-  AZ/MARICOPA
 AJ3572  USGS QUAD   -  BURNT MOUNTAIN (1990)
 AJ3572
 AJ3572                         *CURRENT SURVEY CONTROL
 AJ3572  ___________________________________________________________________
 AJ3572* NAD 83(2007)-  33 30 03.76208(N)    113 04 33.78900(W)     ADJUSTED  
 AJ3572* NAVD 88     -       369.12   (meters)    1211.0    (feet)  GPS OBS   
 AJ3572  ___________________________________________________________________
 AJ3572  EPOCH DATE  -        2007.00
 AJ3572  X           -  -2,086,868.522 (meters)                     COMP
 AJ3572  Y           -  -4,898,266.824 (meters)                     COMP
 AJ3572  Z           -   3,500,617.577 (meters)                     COMP
 AJ3572  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AJ3572  ELLIP HEIGHT-         338.139 (meters)          (02/10/07) ADJUSTED
 AJ3572  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AJ3572
 AJ3572  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3572  Type    PID    Designation                      North   East  Ellip
 AJ3572  -------------------------------------------------------------------
 AJ3572  NETWORK AJ3572 4DP1                              0.67   0.61   0.98
 AJ3572  -------------------------------------------------------------------
 AJ3572
 AJ3572.The horizontal coordinates were established by GPS observations
 AJ3572.and adjusted by the National Geodetic Survey in February 2007.
 AJ3572
 AJ3572.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3572.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3572.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3572.The epoch date for horizontal control is a decimal equivalence
 AJ3572.of Year/Month/Day.
 AJ3572
 AJ3572.The orthometric height was determined by GPS observations and a
 AJ3572.high-resolution geoid model.
 AJ3572.The orthometric height was determined by GPS observations and a
 AJ3572.high-resolution geoid model using precise GPS observation and
 AJ3572.processing techniques.
 AJ3572
 AJ3572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3572
 AJ3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3572
 AJ3572.The ellipsoidal height was determined by GPS observations
 AJ3572.and is referenced to NAD 83.
 AJ3572
 AJ3572.The geoid height was determined by GEOID03.
 AJ3572
 AJ3572;                    North         East     Units Scale Factor Converg.
 AJ3572;SPC AZ C     -   277,917.974   105,636.091   MT  1.00004302   -0 38 24.0
 AJ3572;SPC AZ C     -   911,804.38    346,575.10   iFT  1.00004302   -0 38 24.0
 AJ3572;UTM  12      - 3,708,764.026   307,150.783   MT  1.00005853   -1 08 46.4
 AJ3572
 AJ3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3572!SPC AZ C     -   0.99994692  x   1.00004302  =   0.99998994
 AJ3572!UTM  12      -   0.99994692  x   1.00005853  =   1.00000544
 AJ3572
 AJ3572                          SUPERSEDED SURVEY CONTROL
 AJ3572
 AJ3572  NAD 83(1992)-  33 30 03.76107(N)    113 04 33.78854(W) AD(       ) B
 AJ3572  ELLIP H (04/12/01)  338.169  (m)                       GP(       ) 3 2
 AJ3572
 AJ3572.Superseded values are not recommended for survey control.
 AJ3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3572.See file dsdata.txt to determine how the superseded data were derived.
 AJ3572
 AJ3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0715108764(NAD 83)
 AJ3572_MARKER: I = METAL ROD
 AJ3572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3572_STAMPING: 4DP1 1999
 AJ3572_MARK LOGO: MCDOT 
 AJ3572_PROJECTION: FLUSH
 AJ3572_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3572+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3572_ROD/PIPE-DEPTH:  3.7 meters
 AJ3572_SLEEVE-DEPTH  :  0.8 meters
 AJ3572
 AJ3572  HISTORY     - Date     Condition        Report By
 AJ3572  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3572
 AJ3572                          STATION DESCRIPTION
 AJ3572
 AJ3572'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3572'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3572'PHOENIX, TOWNSHIP 02 NORTH, RANGE 08 WEST, SECTION 21
 AJ3572'OWNERSHIP - STATE TRUST LAND
 AJ3572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3572'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3572'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3572'DRIVE 0.2 MI (0.3 KM) BEARING LEFT AT FORK IN THE ROAD, THENCE
 AJ3572'CONTINUE SOUTHEAST ON SALOME HIGHWAY FOR 3.4 MI (5.5 KM) TO A 4 WAY
 AJ3572'INTERSECTION OF SALOME HIGHWAY AND FARM ROAD, THENCE VEER LEFT (EAST)
 AJ3572'AND CONTINUE ON SALOME HIGHWAY FOR 2.06 MI (3.32 KM) , PARK VEHICLE
 AJ3572'AND WALK 40 FT (12.2 M) SOUTH AND TO THE STATION AS DESCRIBED
 AJ3572'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3572'COMPRESSED ON A 12 FOOT (3.66 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3572'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3572'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DP1 1999, SURROUNDED
 AJ3572'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3572'CARSONITE MARKER
 AJ3572'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3572'2.06 MI (3.32 KM) - EAST OF SALOME HIGHWAY/491ST AVENUE
 AJ3572'0.51 MI (0.82 KM) - SOUTH OF CAMELBACK ROAD
 AJ3572'220 FT (67.1 M) - WEST OF THE INTERSECTION OF SALOME HIGHWAY AND 475TH
 AJ3572'AVENUE
 AJ3572'40 FT (12.2 M) - SOUTH OF THE CENTERLINE OF SALOME HIGHWAY
 AJ3572'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3572'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3572'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3573 ***********************************************************************
 AJ3573  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3573  DESIGNATION -  4DR2
 AJ3573  PID         -  AJ3573
 AJ3573  STATE/COUNTY-  AZ/MARICOPA
 AJ3573  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3573
 AJ3573                         *CURRENT SURVEY CONTROL
 AJ3573  ___________________________________________________________________
 AJ3573* NAD 83(2007)-  33 30 25.00869(N)    113 09 44.40005(W)     ADJUSTED  
 AJ3573* NAVD 88     -       356.80   (meters)    1170.6    (feet)  GPS OBS   
 AJ3573  ___________________________________________________________________
 AJ3573  EPOCH DATE  -        2007.00
 AJ3573  X           -  -2,094,096.162 (meters)                     COMP
 AJ3573  Y           -  -4,894,776.919 (meters)                     COMP
 AJ3573  Z           -   3,501,156.564 (meters)                     COMP
 AJ3573  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 AJ3573  ELLIP HEIGHT-         325.689 (meters)          (02/10/07) ADJUSTED
 AJ3573  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AJ3573
 AJ3573  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3573  Type    PID    Designation                      North   East  Ellip
 AJ3573  -------------------------------------------------------------------
 AJ3573  NETWORK AJ3573 4DR2                              0.55   0.49   0.88
 AJ3573  -------------------------------------------------------------------
 AJ3573
 AJ3573.The horizontal coordinates were established by GPS observations
 AJ3573.and adjusted by the National Geodetic Survey in February 2007.
 AJ3573
 AJ3573.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3573.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3573.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3573.The epoch date for horizontal control is a decimal equivalence
 AJ3573.of Year/Month/Day.
 AJ3573
 AJ3573.The orthometric height was determined by GPS observations and a
 AJ3573.high-resolution geoid model.
 AJ3573.The orthometric height was determined by GPS observations and a
 AJ3573.high-resolution geoid model using precise GPS observation and
 AJ3573.processing techniques.
 AJ3573
 AJ3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3573
 AJ3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3573
 AJ3573.The ellipsoidal height was determined by GPS observations
 AJ3573.and is referenced to NAD 83.
 AJ3573
 AJ3573.The geoid height was determined by GEOID03.
 AJ3573
 AJ3573;                    North         East     Units Scale Factor Converg.
 AJ3573;SPC AZ C     -   278,665.451    97,626.714   MT  1.00006508   -0 41 15.8
 AJ3573;SPC AZ C     -   914,256.73    320,297.62   iFT  1.00006508   -0 41 15.8
 AJ3573;UTM  12      - 3,709,582.268   299,148.133   MT  1.00009738   -1 11 38.7
 AJ3573
 AJ3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3573!SPC AZ C     -   0.99994887  x   1.00006508  =   1.00001395
 AJ3573!UTM  12      -   0.99994887  x   1.00009738  =   1.00004625
 AJ3573
 AJ3573                          SUPERSEDED SURVEY CONTROL
 AJ3573
 AJ3573  NAD 83(1992)-  33 30 25.00760(N)    113 09 44.39958(W) AD(       ) B
 AJ3573  ELLIP H (04/12/01)  325.718  (m)                       GP(       ) 3 2
 AJ3573
 AJ3573.Superseded values are not recommended for survey control.
 AJ3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3573.See file dsdata.txt to determine how the superseded data were derived.
 AJ3573
 AJ3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9914809582(NAD 83)
 AJ3573_MARKER: I = METAL ROD
 AJ3573_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3573_STAMPING: 4DR2 1999
 AJ3573_MARK LOGO: MCDOT 
 AJ3573_PROJECTION: FLUSH
 AJ3573_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3573+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3573_ROD/PIPE-DEPTH: 11.0 meters
 AJ3573_SLEEVE-DEPTH  :  0.8 meters
 AJ3573
 AJ3573  HISTORY     - Date     Condition        Report By
 AJ3573  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3573  HISTORY     - 20070509 MARK NOT FOUND   MCDOT
 AJ3573
 AJ3573                          STATION DESCRIPTION
 AJ3573
 AJ3573'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3573'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3573'PHOENIX, TOWNSHIP 02 NORTH, RANGE 09 WEST, SECTION 14
 AJ3573'OWNERSHIP - PRIVATE LAND
 AJ3573'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3573'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3573'HIGHWAY (EXIT 81) ,THENCE TURN LEFT (SOUTH) ON TO SALOME HIGHWAY AND
 AJ3573'DRIVE 0.4 MI (0.6 KM) TO FORK IN ROAD, THENCE BEAR RIGHT AT FORK ON TO
 AJ3573'AND DRIVE 0.4 MI (0.6 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT (WEST)
 AJ3573'AT FORK AND DRIVE WEST ON ROAD TO A 90 DEGREE BEND, THENCE TURN LEFT
 AJ3573'(SOUTH) ON ROAD AND DRIVE TO A FORK IN ROAD AT 2.8 MI (4.5 KM) FROM
 AJ3573'INTERSTATE 10, THENCE CONTINUE 0.1 MI (0.2 KM) SOUTH PARK VEHICLE AND
 AJ3573'HIKE WEST INTO WASH AND TO THE STATION AS DESCRIBED
 AJ3573'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3573'COMPRESSED ON A 36 FOOT (10.97 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3573'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3573'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DR2 1999, SURROUNDED
 AJ3573'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3573'CARSONITE MARKER
 AJ3573'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3573'2.9 MI (4.7 KM) - SOUTH AND WEST OF INTERSTATE 10
 AJ3573'STATION IS LOCATED HALF WAY BETWEEN THE WASH AND THE CANAL
 AJ3573'1 FT (0.3 M) - WEST OF WHITE CARSONITE MARKER
 AJ3573'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3573'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3573
 AJ3573                          STATION RECOVERY (2007)
 AJ3573
 AJ3573'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3573'DID NOT RECOVER MONUMENT. POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3574 ***********************************************************************
 AJ3574  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3574  DESIGNATION -  4DT2
 AJ3574  PID         -  AJ3574
 AJ3574  STATE/COUNTY-  AZ/MARICOPA
 AJ3574  USGS QUAD   -  COURTHOUSE WELL (1990)
 AJ3574
 AJ3574                         *CURRENT SURVEY CONTROL
 AJ3574  ___________________________________________________________________
 AJ3574* NAD 83(2007)-  33 30 29.49944(N)    113 16 54.89529(W)     ADJUSTED  
 AJ3574* NAVD 88     -       384.34   (meters)    1261.0    (feet)  GPS OBS   
 AJ3574  ___________________________________________________________________
 AJ3574  EPOCH DATE  -        2007.00
 AJ3574  X           -  -2,104,286.330 (meters)                     COMP
 AJ3574  Y           -  -4,890,346.517 (meters)                     COMP
 AJ3574  Z           -   3,501,287.075 (meters)                     COMP
 AJ3574  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AJ3574  ELLIP HEIGHT-         353.116 (meters)          (02/10/07) ADJUSTED
 AJ3574  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AJ3574
 AJ3574  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3574  Type    PID    Designation                      North   East  Ellip
 AJ3574  -------------------------------------------------------------------
 AJ3574  NETWORK AJ3574 4DT2                              0.63   0.55   1.02
 AJ3574  -------------------------------------------------------------------
 AJ3574
 AJ3574.The horizontal coordinates were established by GPS observations
 AJ3574.and adjusted by the National Geodetic Survey in February 2007.
 AJ3574
 AJ3574.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3574.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3574.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3574.The epoch date for horizontal control is a decimal equivalence
 AJ3574.of Year/Month/Day.
 AJ3574
 AJ3574.The orthometric height was determined by GPS observations and a
 AJ3574.high-resolution geoid model.
 AJ3574.The orthometric height was determined by GPS observations and a
 AJ3574.high-resolution geoid model using precise GPS observation and
 AJ3574.processing techniques.
 AJ3574
 AJ3574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3574
 AJ3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3574
 AJ3574.The ellipsoidal height was determined by GPS observations
 AJ3574.and is referenced to NAD 83.
 AJ3574
 AJ3574.The geoid height was determined by GEOID03.
 AJ3574
 AJ3574;                    North         East     Units Scale Factor Converg.
 AJ3574;SPC AZ C     -   278,943.588    86,517.533   MT  1.00009830   -0 45 13.7
 AJ3574;SPC AZ C     -   915,169.25    283,850.17   iFT  1.00009830   -0 45 13.7
 AJ3574;UTM  12      - 3,709,958.594   288,041.356   MT  1.00015391   -1 15 36.8
 AJ3574
 AJ3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3574!SPC AZ C     -   0.99994457  x   1.00009830  =   1.00004286
 AJ3574!UTM  12      -   0.99994457  x   1.00015391  =   1.00009847
 AJ3574
 AJ3574                          SUPERSEDED SURVEY CONTROL
 AJ3574
 AJ3574  NAD 83(1992)-  33 30 29.49844(N)    113 16 54.89505(W) AD(       ) B
 AJ3574  ELLIP H (04/12/01)  353.143  (m)                       GP(       ) 3 2
 AJ3574
 AJ3574.Superseded values are not recommended for survey control.
 AJ3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3574.See file dsdata.txt to determine how the superseded data were derived.
 AJ3574
 AJ3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8804109959(NAD 83)
 AJ3574_MARKER: I = METAL ROD
 AJ3574_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3574_STAMPING: 4DT2 1999
 AJ3574_MARK LOGO: MCDOT 
 AJ3574_PROJECTION: FLUSH
 AJ3574_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3574+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3574_ROD/PIPE-DEPTH: 15.2 meters
 AJ3574_SLEEVE-DEPTH  :  0.8 meters
 AJ3574
 AJ3574  HISTORY     - Date     Condition        Report By
 AJ3574  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3574
 AJ3574                          STATION DESCRIPTION
 AJ3574
 AJ3574'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3574'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3574'PHOENIX, TOWNSHIP 02 NORTH, RANGE 10 WEST, SECTION 15
 AJ3574'OWNERSHIP - PRIVATE LAND
 AJ3574'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3574'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3574'HIGHWAY (EXIT 81) , THENCE BEAR RIGHT (NORTHWEST) AND DRIVE 9.5 MI
 AJ3574'(15.3 KM) TO EAGLE EYE ROAD, THENCE TURN LEFT (SOUTH) ON TO EAGLE EYE
 AJ3574'ROAD AND DRIVE (CROSSING GRANITE REEF AQUEDUCT, 2 CATTLE GUARDS AND
 AJ3574'INTERSTATE 10) 3.3 MI (5.3 KM) TO END OF PAVEMENT , THENCE CONTINUE
 AJ3574'STRAIGHT (SOUTHERLY) ON EAGLE EYE ROAD FOR 2.8 MI (4.5 KM) TO A DIRT
 AJ3574'ROAD ON THE EAST SIDE OF EAGLE EYE ROAD (LOCATED JUST SOUTHEAST OF
 AJ3574'CORRAL ON WEST SIDE OF EAGLE EYE) ,THENCE TURN LEFT (EAST) ON TO DIRT
 AJ3574'ROAD BEARING LEFT AT FORK AND DRIVE 1.4 MI (2.3 KM) ,PARK VEHICLE AND
 AJ3574'WALK 20 FT (6.1 M) SOUTH OF DIRT ROAD AND TO THE STATION AS DESCRIBED
 AJ3574'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3574'COMPRESSED ON A 50 FOOT (15.24 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3574'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3574'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4DT2 1999, SURROUNDED
 AJ3574'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3574'CARSONITE MARKER
 AJ3574'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3574'6.1 MI (9.8 KM) - SOUTH OF SALOME HIGHWAY
 AJ3574'1.4 MI (2.3 KM) - EAST OF EAGLE EYE ROAD
 AJ3574'20 FT (6.1 M) - SOUTH OF DIRT ROAD
 AJ3574'1 FT (0.3 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3574'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3574'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3845 ***********************************************************************
 AJ3845  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3845  DESIGNATION -  4EC1
 AJ3845  PID         -  AJ3845
 AJ3845  STATE/COUNTY-  AZ/MARICOPA
 AJ3845  USGS QUAD   -  WADDELL (1975)
 AJ3845
 AJ3845                         *CURRENT SURVEY CONTROL
 AJ3845  ___________________________________________________________________
 AJ3845* NAD 83(2007)-  33 33 05.39850(N)    112 24 54.23417(W)     ADJUSTED  
 AJ3845* NAVD 88     -       345.98   (meters)    1135.1    (feet)  GPS OBS   
 AJ3845  ___________________________________________________________________
 AJ3845  EPOCH DATE  -        2007.00
 AJ3845  X           -  -2,029,036.728 (meters)                     COMP
 AJ3845  Y           -  -4,919,140.540 (meters)                     COMP
 AJ3845  Z           -   3,505,270.514 (meters)                     COMP
 AJ3845  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ3845  ELLIP HEIGHT-         315.682 (meters)          (02/10/07) ADJUSTED
 AJ3845  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3845
 AJ3845  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3845  Type    PID    Designation                      North   East  Ellip
 AJ3845  -------------------------------------------------------------------
 AJ3845  NETWORK AJ3845 4EC1                              0.74   0.65   1.12
 AJ3845  -------------------------------------------------------------------
 AJ3845
 AJ3845.The horizontal coordinates were established by GPS observations
 AJ3845.and adjusted by the National Geodetic Survey in February 2007.
 AJ3845
 AJ3845.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3845.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3845.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3845.The epoch date for horizontal control is a decimal equivalence
 AJ3845.of Year/Month/Day.
 AJ3845
 AJ3845.The orthometric height was determined by GPS observations and a
 AJ3845.high-resolution geoid model.
 AJ3845.The orthometric height was determined by GPS observations and a
 AJ3845.high-resolution geoid model using precise GPS observation and
 AJ3845.processing techniques.
 AJ3845
 AJ3845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3845
 AJ3845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3845
 AJ3845.The ellipsoidal height was determined by GPS observations
 AJ3845.and is referenced to NAD 83.
 AJ3845
 AJ3845.The geoid height was determined by GEOID03.
 AJ3845
 AJ3845;                    North         East     Units Scale Factor Converg.
 AJ3845;SPC AZ C     -   283,023.153   167,079.397   MT  0.99992640   -0 16 31.7
 AJ3845;SPC AZ C     -   928,553.65    548,160.75   iFT  0.99992640   -0 16 31.7
 AJ3845;UTM  12      - 3,713,325.637   368,633.799   MT  0.99981275   -0 46 55.9
 AJ3845
 AJ3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3845!SPC AZ C     -   0.99995044  x   0.99992640  =   0.99987685
 AJ3845!UTM  12      -   0.99995044  x   0.99981275  =   0.99976320
 AJ3845
 AJ3845                          SUPERSEDED SURVEY CONTROL
 AJ3845
 AJ3845  NAD 83(1992)-  33 33 05.39776(N)    112 24 54.23363(W) AD(       ) B
 AJ3845  ELLIP H (04/12/01)  315.709  (m)                       GP(       ) 3 2
 AJ3845
 AJ3845.Superseded values are not recommended for survey control.
 AJ3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3845.See file dsdata.txt to determine how the superseded data were derived.
 AJ3845
 AJ3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6863413326(NAD 83)
 AJ3845_MARKER: I = METAL ROD
 AJ3845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3845_STAMPING: 4EC1 1999
 AJ3845_MARK LOGO: MCDOT 
 AJ3845_PROJECTION: FLUSH
 AJ3845_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3845+STABILITY: POSITION/ELEVATION WELL
 AJ3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3845+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2008
 AJ3845_ROD/PIPE-DEPTH: 17.8 meters
 AJ3845_SLEEVE-DEPTH  :  0.8 meters
 AJ3845
 AJ3845  HISTORY     - Date     Condition        Report By
 AJ3845  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3845  HISTORY     - 20040806 GOOD             MCDOT
 AJ3845  HISTORY     - 20061220 GOOD             GEOCAC
 AJ3845  HISTORY     - 20080131 GOOD             INDIV
 AJ3845
 AJ3845                          STATION DESCRIPTION
 AJ3845
 AJ3845'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3845'THE STATION IS LOCATED 4 MI (6.4 KM) WEST OF THE TOWN OF EL MIRAGE,
 AJ3845'TOWNSHIP 2 NORTH, RANGE 1 WEST, SECTION 1
 AJ3845'OWNERSHIP - ADAMAN IRRIGATION WATER DISTRICT
 AJ3845'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND HIGHWAY
 AJ3845'303 AT EXIT 124, DRIVE NORTH ON HIGHWAY 303 FOR 6.4 MI (10.3 KM) TO
 AJ3845'THE INTERSECTION OF NORTHERN AVENUE AND HIGHWAY 303, THENCE TURN RIGHT
 AJ3845'(EAST) ONTO NORTHERN AVENUE AND DRIVE 0.2 MI (0.3 KM) TO THE STATION
 AJ3845'ON THE RIGHT
 AJ3845'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3845'COMPRESSED ON A 58.4 FT (17.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3845'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3845'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EC1 1999, SURROUNDED
 AJ3845'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3845'CARSONITE MARKER
 AJ3845'STATION TIES -
 AJ3845'60 FT (18.3 M) SOUTH OF THE SOUTH EDGE OF ASPHALT OF NORTHERN AVENUE
 AJ3845'27 FT (8.2 M) EAST OF A WELL SITE
 AJ3845'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3845'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3845
 AJ3845                          STATION RECOVERY (2004)
 AJ3845
 AJ3845'RECOVERY NOTE BY MARICOPA CO DOT 2004 (JR)
 AJ3845'PER JOHN ROSE, THERE WAS A WELL INSTALL ABOUT 5 FEET AWAY BUT THE
 AJ3845'MONUMENT APPEARS TO BE UN-TOUCHED.
 AJ3845'BRIAN DALAGER
 AJ3845
 AJ3845                          STATION RECOVERY (2006)
 AJ3845
 AJ3845'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AJ3845'RECOVERED IN GOOD CONDITION.
 AJ3845
 AJ3845                          STATION RECOVERY (2008)
 AJ3845
 AJ3845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BJU)
 AJ3845'FOUND GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3841 ***********************************************************************
 AJ3841  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3841  DESIGNATION -  4EG6
 AJ3841  PID         -  AJ3841
 AJ3841  STATE/COUNTY-  AZ/MARICOPA
 AJ3841  USGS QUAD   -  WHITE TANK MTS (1971)
 AJ3841
 AJ3841                         *CURRENT SURVEY CONTROL
 AJ3841  ___________________________________________________________________
 AJ3841* NAD 83(2007)-  33 32 40.52593(N)    112 36 53.37620(W)     ADJUSTED  
 AJ3841* NAVD 88     -       523.96   (meters)    1719.0    (feet)  GPS OBS   
 AJ3841  ___________________________________________________________________
 AJ3841  EPOCH DATE  -        2007.00
 AJ3841  X           -  -2,046,394.868 (meters)                     COMP
 AJ3841  Y           -  -4,912,564.381 (meters)                     COMP
 AJ3841  Z           -   3,504,730.224 (meters)                     COMP
 AJ3841  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 AJ3841  ELLIP HEIGHT-         493.761 (meters)          (02/10/07) ADJUSTED
 AJ3841  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AJ3841
 AJ3841  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3841  Type    PID    Designation                      North   East  Ellip
 AJ3841  -------------------------------------------------------------------
 AJ3841  NETWORK AJ3841 4EG6                              0.74   0.65   1.12
 AJ3841  -------------------------------------------------------------------
 AJ3841
 AJ3841.The horizontal coordinates were established by GPS observations
 AJ3841.and adjusted by the National Geodetic Survey in February 2007.
 AJ3841
 AJ3841.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3841.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3841.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3841.The epoch date for horizontal control is a decimal equivalence
 AJ3841.of Year/Month/Day.
 AJ3841
 AJ3841.The orthometric height was determined by GPS observations and a
 AJ3841.high-resolution geoid model.
 AJ3841.The orthometric height was determined by GPS observations and a
 AJ3841.high-resolution geoid model using precise GPS observation and
 AJ3841.processing techniques.
 AJ3841
 AJ3841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3841
 AJ3841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3841
 AJ3841.The ellipsoidal height was determined by GPS observations
 AJ3841.and is referenced to NAD 83.
 AJ3841
 AJ3841.The geoid height was determined by GEOID03.
 AJ3841
 AJ3841;                    North         East     Units Scale Factor Converg.
 AJ3841;SPC AZ C     -   282,363.953   148,524.328   MT  0.99995181   -0 23 08.9
 AJ3841;SPC AZ C     -   926,390.92    487,284.54   iFT  0.99995181   -0 23 08.9
 AJ3841;UTM  12      - 3,712,830.605   350,075.374   MT  0.99987712   -0 53 33.0
 AJ3841
 AJ3841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3841!SPC AZ C     -   0.99992249  x   0.99995181  =   0.99987430
 AJ3841!UTM  12      -   0.99992249  x   0.99987712  =   0.99979962
 AJ3841
 AJ3841                          SUPERSEDED SURVEY CONTROL
 AJ3841
 AJ3841  NAD 83(1992)-  33 32 40.52511(N)    112 36 53.37576(W) AD(       ) B
 AJ3841  ELLIP H (04/12/01)  493.790  (m)                       GP(       ) 3 2
 AJ3841
 AJ3841.Superseded values are not recommended for survey control.
 AJ3841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3841.See file dsdata.txt to determine how the superseded data were derived.
 AJ3841
 AJ3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5007512831(NAD 83)
 AJ3841_MARKER: DD = SURVEY DISK
 AJ3841_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3841_STAMPING: 4EG6 1999
 AJ3841_MARK LOGO: MCDOT 
 AJ3841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3841+STABILITY: POSITION/ELEVATION WELL
 AJ3841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3841+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3841
 AJ3841  HISTORY     - Date     Condition        Report By
 AJ3841  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3841
 AJ3841                          STATION DESCRIPTION
 AJ3841
 AJ3841'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3841'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF THE TOWN OF
 AJ3841'BUCKEYE, TOWNSHIP 2 NORTH, RANGE 4 WEST, SECTION 1
 AJ3841'OWNERSHIP - BLM
 AJ3841'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3841'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 7.7 MI (12.4
 AJ3841'KM) TO THE INTERSECTION OF AN UNMARKED DIRT POWER LINE ROAD AND SUN
 AJ3841'VALLEY PARKWAY BEING 0.1 MI (0.2 KM) SOUTH OF MILEPOST 112, THENCE
 AJ3841'TURN RIGHT (EAST) ONTO THE DIRT POWER LINE ROAD AND DRIVE
 AJ3841'SOUTHEASTERLY 2.1 MI (3.4 KM) TO THE INTERSECTION OF AN UNMARKED
 AJ3841'NORTH-SOUTH DIRT ROAD, THENCE TURN LEFT (NORTH) ONTO THE DIRT ROAD AND
 AJ3841'DRIVE NORTHERLY AND EASTERLY 2.2 MI (3.5 KM) TO A GATE IN A BARBED
 AJ3841'WIRE FENCE, THENCE DRIVE THROUGH THE GATE AND CONTINUE EASTERLY 0.25
 AJ3841'MI (0.40 KM) TO ANOTHER GATE IN A BARBED WIRE FENCE, THENCE CONTINUE
 AJ3841'EASTERLY 0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE VEER TO THE RIGHT
 AJ3841'AND DRIVE SOUTHEASTERLY 0.15 MI (0.24 KM) TO THE STATION 150 FT (45.7
 AJ3841'M) TO THE LEFT OF THE CENTERLINE OF THE ROAD ON A SMALL ROCK HILL
 AJ3841'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3841'COUNTY BRASS DISK, STAMPED 4EG6 1999 SET IN A ROCK OUTCROP, WITNESSED
 AJ3841'BY A WHITE CARSONITE MARKER
 AJ3841'STATION TIES -
 AJ3841'150 FT (45.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3841'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3841'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3844 ***********************************************************************
 AJ3844  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3844  DESIGNATION -  4EI6
 AJ3844  PID         -  AJ3844
 AJ3844  STATE/COUNTY-  AZ/MARICOPA
 AJ3844  USGS QUAD   -  WAGNER WASH WELL (1988)
 AJ3844
 AJ3844                         *CURRENT SURVEY CONTROL
 AJ3844  ___________________________________________________________________
 AJ3844* NAD 83(2007)-  33 33 07.32145(N)    112 42 45.54610(W)     ADJUSTED  
 AJ3844* NAVD 88     -       391.44   (meters)    1284.2    (feet)  GPS OBS   
 AJ3844  ___________________________________________________________________
 AJ3844  EPOCH DATE  -        2007.00
 AJ3844  X           -  -2,054,560.532 (meters)                     COMP
 AJ3844  Y           -  -4,908,540.292 (meters)                     COMP
 AJ3844  Z           -   3,505,344.914 (meters)                     COMP
 AJ3844  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 AJ3844  ELLIP HEIGHT-         360.959 (meters)          (02/10/07) ADJUSTED
 AJ3844  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AJ3844
 AJ3844  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3844  Type    PID    Designation                      North   East  Ellip
 AJ3844  -------------------------------------------------------------------
 AJ3844  NETWORK AJ3844 4EI6                              0.74   0.67   1.10
 AJ3844  -------------------------------------------------------------------
 AJ3844
 AJ3844.The horizontal coordinates were established by GPS observations
 AJ3844.and adjusted by the National Geodetic Survey in February 2007.
 AJ3844
 AJ3844.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3844.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3844.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3844.The epoch date for horizontal control is a decimal equivalence
 AJ3844.of Year/Month/Day.
 AJ3844
 AJ3844.The orthometric height was determined by GPS observations and a
 AJ3844.high-resolution geoid model.
 AJ3844.The orthometric height was determined by GPS observations and a
 AJ3844.high-resolution geoid model using precise GPS observation and
 AJ3844.processing techniques.
 AJ3844
 AJ3844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3844
 AJ3844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3844
 AJ3844.The ellipsoidal height was determined by GPS observations
 AJ3844.and is referenced to NAD 83.
 AJ3844
 AJ3844.The geoid height was determined by GEOID03.
 AJ3844
 AJ3844;                    North         East     Units Scale Factor Converg.
 AJ3844;SPC AZ C     -   283,254.920   139,445.789   MT  0.99996733   -0 26 23.8
 AJ3844;SPC AZ C     -   929,314.04    457,499.31   iFT  0.99996733   -0 26 23.8
 AJ3844;UTM  12      - 3,713,801.767   341,005.661   MT  0.99991166   -0 56 48.4
 AJ3844
 AJ3844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3844!SPC AZ C     -   0.99994334  x   0.99996733  =   0.99991067
 AJ3844!UTM  12      -   0.99994334  x   0.99991166  =   0.99985500
 AJ3844
 AJ3844                          SUPERSEDED SURVEY CONTROL
 AJ3844
 AJ3844  NAD 83(1992)-  33 33 07.32062(N)    112 42 45.54569(W) AD(       ) B
 AJ3844  ELLIP H (04/12/01)  360.989  (m)                       GP(       ) 3 2
 AJ3844
 AJ3844.Superseded values are not recommended for survey control.
 AJ3844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3844.See file dsdata.txt to determine how the superseded data were derived.
 AJ3844
 AJ3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4100613802(NAD 83)
 AJ3844_MARKER: I = METAL ROD
 AJ3844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3844_STAMPING: 4EI6 1999
 AJ3844_MARK LOGO: MCDOT 
 AJ3844_PROJECTION: FLUSH
 AJ3844_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3844+STABILITY: POSITION/ELEVATION WELL
 AJ3844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3844+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3844_ROD/PIPE-DEPTH:  6.1 meters
 AJ3844_SLEEVE-DEPTH  :  0.8 meters
 AJ3844
 AJ3844  HISTORY     - Date     Condition        Report By
 AJ3844  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3844
 AJ3844                          STATION DESCRIPTION
 AJ3844
 AJ3844'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3844'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTHWEST OF THE TOWN OF
 AJ3844'BUCKEYE, TOWNSHIP 3 NORTH, RANGE 5 WEST, SECTION 36
 AJ3844'OWNERSHIP - STATE TRUST LAND
 AJ3844'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SUN VALLEY
 AJ3844'PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 7.8 MI (12.6
 AJ3844'KM) TO THE MILE POST 112, THENCE MAKE A U-TURN ONTO THE SOUTH BOUND
 AJ3844'LANES OF SUN VALLEY PARKWAY AND DRIVE FOR 0.1 MI (0.2 KM) TO A GATE ON
 AJ3844'THE RIGHT IN THE RIGHT OF WAY FENCE OF SUN VALLEY PARKWAY, THENCE TURN
 AJ3844'RIGHT (WEST) THROUGH THE GATE AND DRIVE NORTHWESTERLY ALONG AN
 AJ3844'UNMARKED DIRT POWER LINE ROAD 0.8 MI (1.3 KM) TO AN UNMARKED DIRT ROAD
 AJ3844'ON THE LEFT, THENCE TURN LEFT (SOUTH) AND DRIVE SOUTHERLY ON THE DIRT
 AJ3844'ROAD 0.5 MI (0.8 KM) TO A POWER LINE, THENCE CROSS THE POWER LINE AND
 AJ3844'CONTINUE DRIVING SOUTHERLY ON THE DIRT ROAD 0.4 MI (0.6 KM) TO A GATE
 AJ3844'IN A BARBED WIRE FENCE, THENCE DRIVE THROUGH THE GATE AND CONTINUE
 AJ3844'SOUTHERLY O.2 MI TO AN UNMARKED DIRT ROAD ON THE RIGHT (WEST) , THENCE
 AJ3844'TURN RIGHT AND DRIVE WESTERLY 0.6 MI (1.0 KM) TO THE END OF THE ROAD,
 AJ3844'THENCE WALK 150 FT (45.7 M) NORTH TO A FENCE, THENCE WALK WESTERLY
 AJ3844'ALONG THE FENCE TO A GLO MONUMENT AT THE CORNER OF THE FENCE, THE
 AJ3844'STATION LIES 105 FT (32.0 M) NORTH AND 50 FT (15.2 M) WEST OF THE
 AJ3844'FENCE CORNER
 AJ3844'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3844'COMPRESSED ON A 20 FOOT (6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3844'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3844'WITH A COUNTY LOGO ACCESS COVER STAMPED 4EI6 1999, SURROUNDED WITH A
 AJ3844'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3844'MARKER
 AJ3844'STATION TIES -
 AJ3844'50 FT (15.2 M) WEST OF A FENCE
 AJ3844'116 FT (35.4 M) NORTHWEST OF A GLO MONUMENT AT A FENCE CORNER
 AJ3844'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3844'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3575 ***********************************************************************
 AJ3575  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3575  DESIGNATION -  4EK1
 AJ3575  PID         -  AJ3575
 AJ3575  STATE/COUNTY-  AZ/MARICOPA
 AJ3575  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3575
 AJ3575                         *CURRENT SURVEY CONTROL
 AJ3575  ___________________________________________________________________
 AJ3575* NAD 83(2007)-  33 32 48.50022(N)    112 48 57.05776(W)     ADJUSTED  
 AJ3575* NAVD 88     -       383.34   (meters)    1257.7    (feet)  GPS OBS   
 AJ3575  ___________________________________________________________________
 AJ3575  EPOCH DATE  -        2007.00
 AJ3575  X           -  -2,063,519.744 (meters)                     COMP
 AJ3575  Y           -  -4,905,120.796 (meters)                     COMP
 AJ3575  Z           -   3,504,857.013 (meters)                     COMP
 AJ3575  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 AJ3575  ELLIP HEIGHT-         352.630 (meters)          (02/10/07) ADJUSTED
 AJ3575  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ3575
 AJ3575  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3575  Type    PID    Designation                      North   East  Ellip
 AJ3575  -------------------------------------------------------------------
 AJ3575  NETWORK AJ3575 4EK1                              0.69   0.63   1.00
 AJ3575  -------------------------------------------------------------------
 AJ3575
 AJ3575.The horizontal coordinates were established by GPS observations
 AJ3575.and adjusted by the National Geodetic Survey in February 2007.
 AJ3575
 AJ3575.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3575.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3575.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3575.The epoch date for horizontal control is a decimal equivalence
 AJ3575.of Year/Month/Day.
 AJ3575
 AJ3575.The orthometric height was determined by GPS observations and a
 AJ3575.high-resolution geoid model.
 AJ3575.The orthometric height was determined by GPS observations and a
 AJ3575.high-resolution geoid model using precise GPS observation and
 AJ3575.processing techniques.
 AJ3575
 AJ3575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3575
 AJ3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3575
 AJ3575.The ellipsoidal height was determined by GPS observations
 AJ3575.and is referenced to NAD 83.
 AJ3575
 AJ3575.The geoid height was determined by GEOID03.
 AJ3575
 AJ3575;                    North         East     Units Scale Factor Converg.
 AJ3575;SPC AZ C     -   282,753.435   129,857.656   MT  0.99998593   -0 29 49.0
 AJ3575;SPC AZ C     -   927,668.75    426,042.18   iFT  0.99998593   -0 29 49.0
 AJ3575;UTM  12      - 3,713,385.129   331,413.905   MT  0.99995040   -1 00 13.3
 AJ3575
 AJ3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3575!SPC AZ C     -   0.99994464  x   0.99998593  =   0.99993057
 AJ3575!UTM  12      -   0.99994464  x   0.99995040  =   0.99989505
 AJ3575
 AJ3575                          SUPERSEDED SURVEY CONTROL
 AJ3575
 AJ3575  NAD 83(1992)-  33 32 48.49935(N)    112 48 57.05737(W) AD(       ) B
 AJ3575  ELLIP H (04/12/01)  352.660  (m)                       GP(       ) 3 2
 AJ3575
 AJ3575.Superseded values are not recommended for survey control.
 AJ3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3575.See file dsdata.txt to determine how the superseded data were derived.
 AJ3575
 AJ3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3141413385(NAD 83)
 AJ3575_MARKER: I = METAL ROD
 AJ3575_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3575_STAMPING: 4EK1 1999
 AJ3575_MARK LOGO: MCDOT 
 AJ3575_PROJECTION: FLUSH
 AJ3575_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3575+STABILITY: POSITION/ELEVATION WELL
 AJ3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3575+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2007
 AJ3575_ROD/PIPE-DEPTH: 91.4 meters
 AJ3575_SLEEVE-DEPTH  :  0.8 meters
 AJ3575
 AJ3575  HISTORY     - Date     Condition        Report By
 AJ3575  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3575  HISTORY     - 20070507 GOOD             MCDOT
 AJ3575
 AJ3575                          STATION DESCRIPTION
 AJ3575
 AJ3575'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3575'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3575'PHOENIX, TOWNSHIP 02 NORTH, RANGE 06 WEST, SECTION 01
 AJ3575'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3575'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3575'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3575'(EXIT 103) , THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3575'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3575'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3575'TURN RIGHT (NORTH) ON TO 355TH AVENUE AND DRIVE 3.67 MI (5.91 KM)
 AJ3575'(WHICH IS 350 FT PAST A BEGINNING OF CURVE ON 355TH AVENUE), PARK
 AJ3575'VEHICLE AND WALK 32 FT (9.8 M) NORTHEASTERLY AND TO THE STATION AS
 AJ3575'DESCRIBED
 AJ3575'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3575'COMPRESSED ON A 300 FOOT (91.44 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3575'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3575'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EK1 1999, SURROUNDED
 AJ3575'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3575'CARSONITE MARKER
 AJ3575'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3575'3.67 MI (5.91 KM) - NORTH OF INDIAN SCHOOL ROAD
 AJ3575'2.0 MI (3.2 KM) - WEST OF 339TH AVENUE ALIGNMENT
 AJ3575'350 FT (106.7 M) - NORTHWEST OF BEGINNING OF CURVE IN ROAD
 AJ3575'32 FT (9.8 M) - NORTHEASTERLY OF THE CENTERLINE OF 355TH AVENUE
 AJ3575'1 FT (0.3 M) - SOUTH OF CARSONITE MARKER
 AJ3575'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3575'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3575
 AJ3575                          STATION RECOVERY (2007)
 AJ3575
 AJ3575'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3575'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3576 ***********************************************************************
 AJ3576  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3576  DESIGNATION -  4EM2
 AJ3576  PID         -  AJ3576
 AJ3576  STATE/COUNTY-  AZ/MARICOPA
 AJ3576  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 AJ3576
 AJ3576                         *CURRENT SURVEY CONTROL
 AJ3576  ___________________________________________________________________
 AJ3576* NAD 83(2007)-  33 33 06.76439(N)    112 55 10.11586(W)     ADJUSTED  
 AJ3576* NAVD 88     -       377.54   (meters)    1238.6    (feet)  GPS OBS   
 AJ3576  ___________________________________________________________________
 AJ3576  EPOCH DATE  -        2007.00
 AJ3576  X           -  -2,072,264.897 (meters)                     COMP
 AJ3576  Y           -  -4,901,089.596 (meters)                     COMP
 AJ3576  Z           -   3,505,322.715 (meters)                     COMP
 AJ3576  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AJ3576  ELLIP HEIGHT-         346.673 (meters)          (02/10/07) ADJUSTED
 AJ3576  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AJ3576
 AJ3576  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3576  Type    PID    Designation                      North   East  Ellip
 AJ3576  -------------------------------------------------------------------
 AJ3576  NETWORK AJ3576 4EM2                              0.67   0.61   0.98
 AJ3576  -------------------------------------------------------------------
 AJ3576
 AJ3576.The horizontal coordinates were established by GPS observations
 AJ3576.and adjusted by the National Geodetic Survey in February 2007.
 AJ3576
 AJ3576.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3576.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3576.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3576.The epoch date for horizontal control is a decimal equivalence
 AJ3576.of Year/Month/Day.
 AJ3576
 AJ3576.The orthometric height was determined by GPS observations and a
 AJ3576.high-resolution geoid model.
 AJ3576.The orthometric height was determined by GPS observations and a
 AJ3576.high-resolution geoid model using precise GPS observation and
 AJ3576.processing techniques.
 AJ3576
 AJ3576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3576
 AJ3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3576
 AJ3576.The ellipsoidal height was determined by GPS observations
 AJ3576.and is referenced to NAD 83.
 AJ3576
 AJ3576.The geoid height was determined by GEOID03.
 AJ3576
 AJ3576;                    North         East     Units Scale Factor Converg.
 AJ3576;SPC AZ C     -   283,404.403   120,239.419   MT  1.00000687   -0 33 15.4
 AJ3576;SPC AZ C     -   929,804.47    394,486.28   iFT  1.00000687   -0 33 15.4
 AJ3576;UTM  12      - 3,714,121.132   321,802.047   MT  0.99999150   -1 03 40.2
 AJ3576
 AJ3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3576!SPC AZ C     -   0.99994558  x   1.00000687  =   0.99995245
 AJ3576!UTM  12      -   0.99994558  x   0.99999150  =   0.99993708
 AJ3576
 AJ3576                          SUPERSEDED SURVEY CONTROL
 AJ3576
 AJ3576  NAD 83(1992)-  33 33 06.76350(N)    112 55 10.11547(W) AD(       ) B
 AJ3576  ELLIP H (04/12/01)  346.703  (m)                       GP(       ) 3 2
 AJ3576
 AJ3576.Superseded values are not recommended for survey control.
 AJ3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3576.See file dsdata.txt to determine how the superseded data were derived.
 AJ3576
 AJ3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2180214121(NAD 83)
 AJ3576_MARKER: I = METAL ROD
 AJ3576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3576+WITH SETTING: INFORMATION.
 AJ3576_STAMPING: 4EM2 1999
 AJ3576_MARK LOGO: MCDOT 
 AJ3576_PROJECTION: PROJECTING 8 CENTIMETERS
 AJ3576_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3576+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 AJ3576_ROD/PIPE-DEPTH:  2.4 meters
 AJ3576_SLEEVE-DEPTH  :  0.8 meters
 AJ3576
 AJ3576  HISTORY     - Date     Condition        Report By
 AJ3576  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3576  HISTORY     - 20030409 GOOD             INDIV
 AJ3576
 AJ3576                          STATION DESCRIPTION
 AJ3576
 AJ3576'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3576'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3576'PHOENIX, TOWNSHIP 03 NORTH, RANGE 06 WEST, SECTION 31
 AJ3576'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3576'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3576'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3576'(EXIT 94) ,THENCE TURN RIGHT (NORTH) ON TO 411TH AVENUE AND DRIVE 0.8
 AJ3576'MI (1.3 KM) TO END OF PAVEMENT, THENCE CONTINUE NORTH ON 411TH AVENUE
 AJ3576'FOR 3.0 MI (4.8 KM) TO CAMELBACK ROAD (DIRT) , THENCE CONTINUE
 AJ3576'STRAIGHT (NORTH) ON 411TH AVENUE FOR 3.0 MI (4.8 KM) TO AN
 AJ3576'INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD
 AJ3576'AND DRIVE 1.0 MI (1.6 KM) BEARING LEFT (NORTH) AT THE BEND IN ROAD,
 AJ3576'PARK VEHICLE AND WALK 45 FT (13.7 M) EAST AND TO THE STATION AS
 AJ3576'DESCRIBED
 AJ3576'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3576'COMPRESSED ON A 8 FOOT (2.44 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3576'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3576'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EM2 1999, SURROUNDED
 AJ3576'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3576'CARSONITE MARKER
 AJ3576'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3576'3.81 MI (6.13 KM) - NORTH OF INTERSTATE 10
 AJ3576'1.01 MI (1.63 KM) - EAST OF 411TH AVENUE
 AJ3576'45 FT (13.7 M) - EAST OF CURVE IN ROAD
 AJ3576'30 FT (9.1 M) - NORTH OF THE CENTERLINE OF DIRT ROAD JUST TRAVELED
 AJ3576'EAST ON
 AJ3576'1 FT (0.3 M) - WEST OF WHITE CARSONITE MARKER
 AJ3576'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3576'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3576
 AJ3576                          STATION RECOVERY (2003)
 AJ3576
 AJ3576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BPD)
 AJ3576'THE DISTANCE FROM I-10 TO CAMELBACK IS 0.5 MILES INSTEAD OF 0.8 MILES.
 AJ3576' 
 AJ3576'THE FIRST INSTANCE OF 'THENCE CONTINUE NORTH ON 411TH AVENUE FOR 3.0
 AJ3576'MI (4.8 KM)' SHOULD BE DELETED.
 AJ3576'411TH AVE. IS PAVED TO CAMELBACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3577 ***********************************************************************
 AJ3577  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3577  DESIGNATION -  4EO2
 AJ3577  PID         -  AJ3577
 AJ3577  STATE/COUNTY-  AZ/MARICOPA
 AJ3577  USGS QUAD   -  BURNT MOUNTAIN (1990)
 AJ3577
 AJ3577                         *CURRENT SURVEY CONTROL
 AJ3577  ___________________________________________________________________
 AJ3577* NAD 83(2007)-  33 33 06.25146(N)    113 01 14.09019(W)     ADJUSTED  
 AJ3577* NAVD 88     -       426.83   (meters)    1400.4    (feet)  GPS OBS   
 AJ3577  ___________________________________________________________________
 AJ3577  EPOCH DATE  -        2007.00
 AJ3577  X           -  -2,080,929.585 (meters)                     COMP
 AJ3577  Y           -  -4,897,471.077 (meters)                     COMP
 AJ3577  Z           -   3,505,336.769 (meters)                     COMP
 AJ3577  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AJ3577  ELLIP HEIGHT-         395.933 (meters)          (02/10/07) ADJUSTED
 AJ3577  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AJ3577
 AJ3577  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3577  Type    PID    Designation                      North   East  Ellip
 AJ3577  -------------------------------------------------------------------
 AJ3577  NETWORK AJ3577 4EO2                              0.65   0.59   1.00
 AJ3577  -------------------------------------------------------------------
 AJ3577
 AJ3577.The horizontal coordinates were established by GPS observations
 AJ3577.and adjusted by the National Geodetic Survey in February 2007.
 AJ3577
 AJ3577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3577.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3577.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3577.The epoch date for horizontal control is a decimal equivalence
 AJ3577.of Year/Month/Day.
 AJ3577
 AJ3577.The orthometric height was determined by GPS observations and a
 AJ3577.high-resolution geoid model.
 AJ3577.The orthometric height was determined by GPS observations and a
 AJ3577.high-resolution geoid model using precise GPS observation and
 AJ3577.processing techniques.
 AJ3577
 AJ3577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3577
 AJ3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3577
 AJ3577.The ellipsoidal height was determined by GPS observations
 AJ3577.and is referenced to NAD 83.
 AJ3577
 AJ3577.The geoid height was determined by GEOID03.
 AJ3577
 AJ3577;                    North         East     Units Scale Factor Converg.
 AJ3577;SPC AZ C     -   283,484.012   110,850.336   MT  1.00002951   -0 36 36.6
 AJ3577;SPC AZ C     -   930,065.66    363,682.20   iFT  1.00002951   -0 36 36.6
 AJ3577;UTM  12      - 3,714,283.801   312,414.088   MT  1.00003384   -1 07 01.5
 AJ3577
 AJ3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3577!SPC AZ C     -   0.99993785  x   1.00002951  =   0.99996735
 AJ3577!UTM  12      -   0.99993785  x   1.00003384  =   0.99997168
 AJ3577
 AJ3577                          SUPERSEDED SURVEY CONTROL
 AJ3577
 AJ3577  NAD 83(1992)-  33 33 06.25051(N)    113 01 14.08979(W) AD(       ) B
 AJ3577  ELLIP H (04/12/01)  395.962  (m)                       GP(       ) 3 2
 AJ3577
 AJ3577.Superseded values are not recommended for survey control.
 AJ3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3577.See file dsdata.txt to determine how the superseded data were derived.
 AJ3577
 AJ3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1241414284(NAD 83)
 AJ3577_MARKER: I = METAL ROD
 AJ3577_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3577+WITH SETTING: INFORMATION.
 AJ3577_STAMPING: 4EO2 1999
 AJ3577_MARK LOGO: MCDOT 
 AJ3577_PROJECTION: FLUSH
 AJ3577_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3577+STABILITY: POSITION/ELEVATION WELL
 AJ3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3577+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2006
 AJ3577_ROD/PIPE-DEPTH:  1.2 meters
 AJ3577_SLEEVE-DEPTH  :  0.8 meters
 AJ3577
 AJ3577  HISTORY     - Date     Condition        Report By
 AJ3577  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3577  HISTORY     - 20061211 GOOD             INDIV
 AJ3577
 AJ3577                          STATION DESCRIPTION
 AJ3577
 AJ3577'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3577'THE STATION IS LOCATED ABOUT 72.0 MI (115.9 KM) WEST OF THE CITY OF
 AJ3577'PHOENIX, TOWNSHIP 03 NORTH, RANGE 08 WEST, SECTION 06
 AJ3577'OWNERSHIP - PRIVATE/GRANITE REEF AQUEDUCT
 AJ3577'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3577'10, DRIVE WEST ON INTERSTATE 10 FOR 72.0 MI (115.9 KM) TO MILE POST
 AJ3577'89, THENCE CONTINUE WEST ON INTERSTATE 10 FOR 0.2 MI (0.3 KM) TO A
 AJ3577'DIRT ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES, THENCE TURN RIGHT
 AJ3577'(NORTHWESTERLY) ON TO DIRT ROAD DRIVE THROUGH AN UNLOCKED GATE AND
 AJ3577'DRIVE 0.2 MI (0.3 KM) TO A FORK IN THE ROAD, THENCE BEAR RIGHT
 AJ3577'(WESTERLY) AT FORK AND CONTINUE WESTERLY FOR 0.2 MI (0.3 KM) TO
 AJ3577'ANOTHER FORK IN ROAD, THENCE BEAR RIGHT (NORTHERLY) AT FORK AND DRIVE
 AJ3577'1.9 MI (3.1 KM) TO THE SECOND DIRT ROAD INTERSECTION, THENCE CONTINUE
 AJ3577'NORTHERLY FOR 0.8 MI (1.3 KM) CROSSING THE GRANITE REEF AQUEDUCT TO A
 AJ3577'4 WAY STOP, THENCE TURN RIGHT (EASTERLY) ON TO AQUEDUCT ROAD AND DRIVE
 AJ3577'1.7 MI (2.7 KM) TO THE NORTH SIDE OF AQUEDUCT ROAD, PARK VEHICLE AND
 AJ3577'WALK 10 FT (3.0 M) NORTH OF THE NORTH EDGE OF AQUEDUCT AND TO THE
 AJ3577'STATION AS DESCRIBED
 AJ3577'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3577'COMPRESSED ON A 4 FOOT (1.22 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3577'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3577'WITH A COUNTY LOGO ACCESS COVER STAMPED 4EO2 1999, SURROUNDED WITH A
 AJ3577'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3577'MARKER
 AJ3577'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3577'2.7 MI (4.3 KM) - NORTHWESTERLY OF INTERSTATE 10
 AJ3577'1.7 MI (2.7 KM) - EASTERLY OF UNNAMED DIRT ROAD
 AJ3577'10 FT (3.0 M) -  NORTH OF FOOT BRIDGE SPANNING THE GRANITE REEF
 AJ3577'AQUEDUCT
 AJ3577'10 FT (3.0 M) - NORTH OF THE NORTH EDGE OF AQUEDUCT
 AJ3577'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3577'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3577'VISIT- WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3577
 AJ3577                          STATION RECOVERY (2006)
 AJ3577
 AJ3577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 AJ3577'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3578 ***********************************************************************
 AJ3578  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3578  DESIGNATION -  4EQ2
 AJ3578  PID         -  AJ3578
 AJ3578  STATE/COUNTY-  AZ/MARICOPA
 AJ3578  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3578
 AJ3578                         *CURRENT SURVEY CONTROL
 AJ3578  ___________________________________________________________________
 AJ3578* NAD 83(2007)-  33 31 55.12074(N)    113 07 33.15104(W)     ADJUSTED  
 AJ3578* NAVD 88     -       379.52   (meters)    1245.1    (feet)  GPS OBS   
 AJ3578  ___________________________________________________________________
 AJ3578  EPOCH DATE  -        2007.00
 AJ3578  X           -  -2,090,386.431 (meters)                     COMP
 AJ3578  Y           -  -4,894,715.926 (meters)                     COMP
 AJ3578  Z           -   3,503,483.886 (meters)                     COMP
 AJ3578  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AJ3578  ELLIP HEIGHT-         348.517 (meters)          (02/10/07) ADJUSTED
 AJ3578  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AJ3578
 AJ3578  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3578  Type    PID    Designation                      North   East  Ellip
 AJ3578  -------------------------------------------------------------------
 AJ3578  NETWORK AJ3578 4EQ2                              0.41   0.35   0.74
 AJ3578  -------------------------------------------------------------------
 AJ3578
 AJ3578.The horizontal coordinates were established by GPS observations
 AJ3578.and adjusted by the National Geodetic Survey in February 2007.
 AJ3578
 AJ3578.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3578.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3578.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3578.The epoch date for horizontal control is a decimal equivalence
 AJ3578.of Year/Month/Day.
 AJ3578
 AJ3578.The orthometric height was determined by GPS observations and a
 AJ3578.high-resolution geoid model.
 AJ3578.The orthometric height was determined by GPS observations and a
 AJ3578.high-resolution geoid model using precise GPS observation and
 AJ3578.processing techniques.
 AJ3578
 AJ3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3578
 AJ3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3578
 AJ3578.The ellipsoidal height was determined by GPS observations
 AJ3578.and is referenced to NAD 83.
 AJ3578
 AJ3578.The geoid height was determined by GEOID03.
 AJ3578
 AJ3578;                    North         East     Units Scale Factor Converg.
 AJ3578;SPC AZ C     -   281,401.645   101,046.547   MT  1.00005547   -0 40 04.9
 AJ3578;SPC AZ C     -   923,233.74    331,517.54   iFT  1.00005547   -0 40 04.9
 AJ3578;UTM  12      - 3,712,288.201   302,592.120   MT  1.00008046   -1 10 29.0
 AJ3578
 AJ3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3578!SPC AZ C     -   0.99994529  x   1.00005547  =   1.00000076
 AJ3578!UTM  12      -   0.99994529  x   1.00008046  =   1.00002574
 AJ3578
 AJ3578                          SUPERSEDED SURVEY CONTROL
 AJ3578
 AJ3578  NAD 83(1992)-  33 31 55.11961(N)    113 07 33.15044(W) AD(       ) B
 AJ3578  ELLIP H (04/12/01)  348.547  (m)                       GP(       ) 3 2
 AJ3578
 AJ3578.Superseded values are not recommended for survey control.
 AJ3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3578.See file dsdata.txt to determine how the superseded data were derived.
 AJ3578
 AJ3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0259212288(NAD 83)
 AJ3578_MARKER: I = METAL ROD
 AJ3578_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3578_STAMPING: 4EQ2 1999
 AJ3578_MARK LOGO: MCDOT 
 AJ3578_PROJECTION: FLUSH
 AJ3578_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3578+STABILITY: POSITION/ELEVATION WELL
 AJ3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3578+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3578_ROD/PIPE-DEPTH:  7.3 meters
 AJ3578_SLEEVE-DEPTH  :  0.8 meters
 AJ3578
 AJ3578  HISTORY     - Date     Condition        Report By
 AJ3578  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3578
 AJ3578                          STATION DESCRIPTION
 AJ3578
 AJ3578'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3578'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3578'PHOENIX, TOWNSHIP 02 NORTH, RANGE 09 WEST, SECTION 12
 AJ3578'OWNERSHIP - PRIVATELY OWNED LAND
 AJ3578'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3578'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3578'HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTH) ON TO SALOME HIGHWAY AND
 AJ3578'DRIVE 0.13 MI (0.21 KM) TO A DIRT ROAD JUST NORTH OF RIGHT-OF-WAY
 AJ3578'FENCE, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE 1.9 MI (3.1
 AJ3578'KM) TO STATION (STATION PARALLELS MILE POST 83 ON INTERSTATE 10), PARK
 AJ3578'VEHICLE AND WALK 125 FT (38.1 M) NORTH AND TO THE STATION AS DESCRIBED
 AJ3578'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3578'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3578'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3578'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EQ2 1999, SURROUNDED
 AJ3578'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3578'CARSONITE MARKER
 AJ3578'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3578'1.9 MI (3.1 KM) - EAST OF SALOME HIGHWAY (PAVED) 125 FT (38.1 M) -
 AJ3578'NORTH OF DIRT ROAD
 AJ3578'1 FT (0.3 M) - SOUTH OF WHITE WITNESS POST
 AJ3578'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3578'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3579 ***********************************************************************
 AJ3579  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3579  DESIGNATION -  4ES2
 AJ3579  PID         -  AJ3579
 AJ3579  STATE/COUNTY-  AZ/MARICOPA
 AJ3579  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3579
 AJ3579                         *CURRENT SURVEY CONTROL
 AJ3579  ___________________________________________________________________
 AJ3579* NAD 83(2007)-  33 32 59.80878(N)    113 13 39.42459(W)     ADJUSTED  
 AJ3579* NAVD 88     -       392.22   (meters)    1286.8    (feet)  GPS OBS   
 AJ3579  ___________________________________________________________________
 AJ3579  EPOCH DATE  -        2007.00
 AJ3579  X           -  -2,098,644.708 (meters)                     COMP
 AJ3579  Y           -  -4,889,993.853 (meters)                     COMP
 AJ3579  Z           -   3,505,152.080 (meters)                     COMP
 AJ3579  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AJ3579  ELLIP HEIGHT-         361.095 (meters)          (02/10/07) ADJUSTED
 AJ3579  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AJ3579
 AJ3579  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3579  Type    PID    Designation                      North   East  Ellip
 AJ3579  -------------------------------------------------------------------
 AJ3579  NETWORK AJ3579 4ES2                              0.57   0.53   0.94
 AJ3579  -------------------------------------------------------------------
 AJ3579
 AJ3579.The horizontal coordinates were established by GPS observations
 AJ3579.and adjusted by the National Geodetic Survey in February 2007.
 AJ3579
 AJ3579.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3579.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3579.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3579.The epoch date for horizontal control is a decimal equivalence
 AJ3579.of Year/Month/Day.
 AJ3579
 AJ3579.The orthometric height was determined by GPS observations and a
 AJ3579.high-resolution geoid model.
 AJ3579.The orthometric height was determined by GPS observations and a
 AJ3579.high-resolution geoid model using precise GPS observation and
 AJ3579.processing techniques.
 AJ3579
 AJ3579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3579
 AJ3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3579
 AJ3579.The ellipsoidal height was determined by GPS observations
 AJ3579.and is referenced to NAD 83.
 AJ3579
 AJ3579.The geoid height was determined by GEOID03.
 AJ3579
 AJ3579;                    North         East     Units Scale Factor Converg.
 AJ3579;SPC AZ C     -   283,509.488    91,621.086   MT  1.00008266   -0 43 28.6
 AJ3579;SPC AZ C     -   930,149.24    300,594.11   iFT  1.00008266   -0 43 28.6
 AJ3579;UTM  12      - 3,714,479.410   293,185.345   MT  1.00012735   -1 13 53.6
 AJ3579
 AJ3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3579!SPC AZ C     -   0.99994331  x   1.00008266  =   1.00002597
 AJ3579!UTM  12      -   0.99994331  x   1.00012735  =   1.00007066
 AJ3579
 AJ3579                          SUPERSEDED SURVEY CONTROL
 AJ3579
 AJ3579  NAD 83(1992)-  33 32 59.80773(N)    113 13 39.42423(W) AD(       ) B
 AJ3579  ELLIP H (04/12/01)  361.124  (m)                       GP(       ) 3 2
 AJ3579
 AJ3579.Superseded values are not recommended for survey control.
 AJ3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3579.See file dsdata.txt to determine how the superseded data were derived.
 AJ3579
 AJ3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9318514479(NAD 83)
 AJ3579_MARKER: I = METAL ROD
 AJ3579_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3579_STAMPING: 4ES2 1999
 AJ3579_MARK LOGO: MCDOT 
 AJ3579_PROJECTION: FLUSH
 AJ3579_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3579+STABILITY: POSITION/ELEVATION WELL
 AJ3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3579+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3579_ROD/PIPE-DEPTH: 10.4 meters
 AJ3579_SLEEVE-DEPTH  :  0.8 meters
 AJ3579
 AJ3579  HISTORY     - Date     Condition        Report By
 AJ3579  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3579
 AJ3579                          STATION DESCRIPTION
 AJ3579
 AJ3579'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3579'THE STATION IS LOCATED ABOUT 68.3 MI (109.9 KM) WEST OF THE CITY OF
 AJ3579'PHOENIX, TOWNSHIP 02 NORTH, RANGE 09 WEST, SECTION 06
 AJ3579'OWNERSHIP - ARIZONA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3579'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3579'10, DRIVE WEST ON INTERSTATE 10 FOR 68.3 MI (109.9 KM) TO MILE POST 77
 AJ3579'(4.0 MI FROM EXIT 81 SALOME HIGHWAY) , SAFELY MERGE ONTO MEDIAN AND
 AJ3579'THE ON THE LEFT AS DESCRIBED
 AJ3579'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3579'COMPRESSED ON A 34 FOOT (10.36 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3579'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3579'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4ES2 1999, SURROUNDED
 AJ3579'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3579'CARSONITE MARKER
 AJ3579'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3579'10.0 MI (16.1 KM) - EAST OF LA PAZ COUNTY LINE
 AJ3579'4.0 MI (6.4 KM) - WEST SALOME HIGHWAY (EXIT 81) 50 FT (15.2 M) - WEST
 AJ3579'OF MILE POST 77
 AJ3579'50 FT (15.2 M) - SOUTH OF THE CENTERLINE OF INTERSTATE 10 WESTBOUND
 AJ3579'LANES
 AJ3579'50 FT (15.2 M) - WEST OF MILE POST SIGN 77 ON NORTH SIDE OF INTERSTATE
 AJ3579'10
 AJ3579'1 FT (0.3 M) - SOUTH OF WHITE CARSONITE WITNESS POST
 AJ3579'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3579'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3580 ***********************************************************************
 AJ3580  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3580  DESIGNATION -  4EU2
 AJ3580  PID         -  AJ3580
 AJ3580  STATE/COUNTY-  AZ/MARICOPA
 AJ3580  USGS QUAD   -  COURTHOUSE WELL (1990)
 AJ3580
 AJ3580                         *CURRENT SURVEY CONTROL
 AJ3580  ___________________________________________________________________
 AJ3580* NAD 83(2007)-  33 33 55.89163(N)    113 20 01.88768(W)     ADJUSTED  
 AJ3580* NAVD 88     -       415.16   (meters)    1362.1    (feet)  GPS OBS   
 AJ3580  ___________________________________________________________________
 AJ3580  EPOCH DATE  -        2007.00
 AJ3580  X           -  -2,107,337.500 (meters)                     COMP
 AJ3580  Y           -  -4,885,234.517 (meters)                     COMP
 AJ3580  Z           -   3,506,604.717 (meters)                     COMP
 AJ3580  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ3580  ELLIP HEIGHT-         383.986 (meters)          (02/10/07) ADJUSTED
 AJ3580  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AJ3580
 AJ3580  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3580  Type    PID    Designation                      North   East  Ellip
 AJ3580  -------------------------------------------------------------------
 AJ3580  NETWORK AJ3580 4EU2                              0.47   0.43   0.96
 AJ3580  -------------------------------------------------------------------
 AJ3580
 AJ3580.The horizontal coordinates were established by GPS observations
 AJ3580.and adjusted by the National Geodetic Survey in February 2007.
 AJ3580
 AJ3580.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3580.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3580.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3580.The epoch date for horizontal control is a decimal equivalence
 AJ3580.of Year/Month/Day.
 AJ3580
 AJ3580.The orthometric height was determined by GPS observations and a
 AJ3580.high-resolution geoid model.
 AJ3580.The orthometric height was determined by GPS observations and a
 AJ3580.high-resolution geoid model using precise GPS observation and
 AJ3580.processing techniques.
 AJ3580
 AJ3580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3580
 AJ3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3580
 AJ3580.The ellipsoidal height was determined by GPS observations
 AJ3580.and is referenced to NAD 83.
 AJ3580
 AJ3580.The geoid height was determined by GEOID03.
 AJ3580
 AJ3580;                    North         East     Units Scale Factor Converg.
 AJ3580;SPC AZ C     -   285,367.254    81,778.211   MT  1.00011339   -0 47 01.2
 AJ3580;SPC AZ C     -   936,244.27    268,301.22   iFT  1.00011339   -0 47 01.2
 AJ3580;UTM  12      - 3,716,424.321   283,358.757   MT  1.00017865   -1 17 27.1
 AJ3580
 AJ3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3580!SPC AZ C     -   0.99993972  x   1.00011339  =   1.00005310
 AJ3580!UTM  12      -   0.99993972  x   1.00017865  =   1.00011836
 AJ3580
 AJ3580                          SUPERSEDED SURVEY CONTROL
 AJ3580
 AJ3580  NAD 83(1992)-  33 33 55.89062(N)    113 20 01.88746(W) AD(       ) B
 AJ3580  ELLIP H (04/12/01)  384.013  (m)                       GP(       ) 3 2
 AJ3580
 AJ3580.Superseded values are not recommended for survey control.
 AJ3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3580.See file dsdata.txt to determine how the superseded data were derived.
 AJ3580
 AJ3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8335916424(NAD 83)
 AJ3580_MARKER: I = METAL ROD
 AJ3580_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3580_STAMPING: 4EU2 1999
 AJ3580_MARK LOGO: MCDOT 
 AJ3580_PROJECTION: FLUSH
 AJ3580_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3580+STABILITY: POSITION/ELEVATION WELL
 AJ3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3580+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3580_ROD/PIPE-DEPTH: 21.3 meters
 AJ3580_SLEEVE-DEPTH  :  0.8 meters
 AJ3580
 AJ3580  HISTORY     - Date     Condition        Report By
 AJ3580  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3580
 AJ3580                          STATION DESCRIPTION
 AJ3580
 AJ3580'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3580'THE STATION IS LOCATED ABOUT 76.3 MI (122.8 KM) WEST OF THE CITY OF
 AJ3580'PHOENIX, TOWNSHIP 03 NORTH, RANGE 10 WEST, SECTION 30, LA PAZ COUNTY
 AJ3580'OWNERSHIP - PRIVATELY OWNED LAND
 AJ3580'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3580'10, DRIVE WEST ON INTERSTATE 10 FOR 76.3 MI (122.8 KM) TO AVENUE 75
 AJ3580'EAST (EXIT 69) ,THENCE TURN LEFT (SOUTH) ON TO AVENUE 75 EAST AND
 AJ3580'DRIVE ACROSS INTERSTATE 10 TO A RIGHT-OF-WAY FENCE AND A LOCKED GATE
 AJ3580'(GATE CAN BE LIFTED BY ITS HINGES AND MOVED FOR ACCESS TO CONTINUE TO
 AJ3580'MONUMENT) , THENCE CONTINUE ON AVENUE 75 EAST AROUND A BEND AND DRIVE
 AJ3580'1.0 MI (1.6 KM) EAST TO A 90 DEGREE BEND IN ROAD, THENCE BEAR RIGHT
 AJ3580'AROUND BEND IN ROAD AND CONTINUE SOUTH FOR 0.25 MI (0.40 KM) , THENCE
 AJ3580'BEAR LEFT AROUND ANOTHER 90 DEGREE BEND AND CONTINUE EAST FOR 0.15 MI
 AJ3580'(0.24 KM) TO A DIRT ROAD ON THE NORTH SIDE, THENCE TURN LEFT (NORTH)
 AJ3580'ON TO DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO A 90 DEGREE BEND IN ROAD,
 AJ3580'THENCE BEAR LEFT (WEST) AROUND BEND AND CONTINUE WEST FOR 0.3 MI (0.5
 AJ3580'KM) AND TO THE STATION AS DESCRIBED
 AJ3580'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3580'COMPRESSED ON A 70 FOOT (21.34 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3580'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3580'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4EU2 1999, SURROUNDED
 AJ3580'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3580'CARSONITE MARKER
 AJ3580'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3580'2.20 MI (3.54 KM) - SOUTH AND EAST OF AVENUE 75 EAST
 AJ3580'0.8 MI (1.3 KM) - NORTH OF THE SOUTHERN MOST PORTION OF CATTLE POND
 AJ3580'5 FT (1.5 M) - SOUTH OF THE EASTBOUND RIGHT-OF-WAY FENCE
 AJ3580'5 FT (1.5 M) - EAST OF THE WASH/CATTLE POND
 AJ3580'1 FT (0.3 M) - NORTH OF WHITE CARSONITE WITNESS POST
 AJ3580'THE MONUMENT IS OPPOSITE A SIGN ON THE NORTH SIDE OF THE RIGHT OF WAY
 AJ3580'FENCE STATING ENTERING MARICOPA COUNTY
 AJ3580'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3580'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3849 ***********************************************************************
 AJ3849  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3849  DESIGNATION -  4FB1
 AJ3849  PID         -  AJ3849
 AJ3849  STATE/COUNTY-  AZ/MARICOPA
 AJ3849  USGS QUAD   -  EL MIRAGE (1982)
 AJ3849
 AJ3849                         *CURRENT SURVEY CONTROL
 AJ3849  ___________________________________________________________________
 AJ3849* NAD 83(2007)-  33 35 50.38588(N)    112 21 02.02338(W)     ADJUSTED  
 AJ3849* NAVD 88     -       345.97   (meters)    1135.1    (feet)  GPS OBS   
 AJ3849  ___________________________________________________________________
 AJ3849  EPOCH DATE  -        2007.00
 AJ3849  X           -  -2,022,428.502 (meters)                     COMP
 AJ3849  Y           -  -4,918,821.679 (meters)                     COMP
 AJ3849  Z           -   3,509,505.916 (meters)                     COMP
 AJ3849  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AJ3849  ELLIP HEIGHT-         315.735 (meters)          (02/10/07) ADJUSTED
 AJ3849  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3849
 AJ3849  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3849  Type    PID    Designation                      North   East  Ellip
 AJ3849  -------------------------------------------------------------------
 AJ3849  NETWORK AJ3849 4FB1                              0.78   0.69   1.18
 AJ3849  -------------------------------------------------------------------
 AJ3849
 AJ3849.The horizontal coordinates were established by GPS observations
 AJ3849.and adjusted by the National Geodetic Survey in February 2007.
 AJ3849
 AJ3849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3849.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3849.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3849.The epoch date for horizontal control is a decimal equivalence
 AJ3849.of Year/Month/Day.
 AJ3849
 AJ3849.The orthometric height was determined by GPS observations and a
 AJ3849.high-resolution geoid model.
 AJ3849.The orthometric height was determined by GPS observations and a
 AJ3849.high-resolution geoid model using precise GPS observation and
 AJ3849.processing techniques.
 AJ3849
 AJ3849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3849
 AJ3849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3849
 AJ3849.The ellipsoidal height was determined by GPS observations
 AJ3849.and is referenced to NAD 83.
 AJ3849
 AJ3849.The geoid height was determined by GEOID03.
 AJ3849
 AJ3849;                    North         East     Units Scale Factor Converg.
 AJ3849;SPC AZ C     -   288,078.971   173,090.394   MT  0.99991999   -0 14 24.4
 AJ3849;SPC AZ C     -   945,140.98    567,881.87   iFT  0.99991999   -0 14 24.4
 AJ3849;UTM  12      - 3,718,327.463   374,688.574   MT  0.99979359   -0 44 50.8
 AJ3849
 AJ3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3849!SPC AZ C     -   0.99995043  x   0.99991999  =   0.99987043
 AJ3849!UTM  12      -   0.99995043  x   0.99979359  =   0.99974404
 AJ3849
 AJ3849                          SUPERSEDED SURVEY CONTROL
 AJ3849
 AJ3849  NAD 83(1992)-  33 35 50.38515(N)    112 21 02.02280(W) AD(       ) B
 AJ3849  ELLIP H (04/12/01)  315.765  (m)                       GP(       ) 3 2
 AJ3849
 AJ3849.Superseded values are not recommended for survey control.
 AJ3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3849.See file dsdata.txt to determine how the superseded data were derived.
 AJ3849
 AJ3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7468918327(NAD 83)
 AJ3849_MARKER: I = METAL ROD
 AJ3849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3849_STAMPING: 4FB1 1999
 AJ3849_MARK LOGO: MCDOT 
 AJ3849_PROJECTION: FLUSH
 AJ3849_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3849+STABILITY: POSITION/ELEVATION WELL
 AJ3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3849+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2007
 AJ3849_ROD/PIPE-DEPTH:  8.1 meters
 AJ3849_SLEEVE-DEPTH  :  0.8 meters
 AJ3849
 AJ3849  HISTORY     - Date     Condition        Report By
 AJ3849  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3849  HISTORY     - 20070825 GOOD             MCDOT
 AJ3849
 AJ3849                          STATION DESCRIPTION
 AJ3849
 AJ3849'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3849'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 3 NORTH,
 AJ3849'RANGE 1 WEST, SECTION 15
 AJ3849'OWNERSHIP - SANTA FE RAILROAD RIGHT OF WAY
 AJ3849'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 303 AND CACTUS
 AJ3849'ROAD, DRIVE EAST ON CACTUS ROAD 4.0 MI (6.4 KM) TO THE INTERSECTION OF
 AJ3849'THE SANTA FE RAILROAD AND CACTUS ROAD, THENCE CONTINUE EAST AND CROSS
 AJ3849'THE RAILROAD TRACKS TO A DIRT ROAD IMMEDIATELY TO THE LEFT, THENCE
 AJ3849'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHERLY 955 FT (291.1
 AJ3849'M) TO THE STATION 25 FT (7.6 M) ON THE RIGHT OF CENTERLINE
 AJ3849'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3849'COMPRESSED ON A 26.5 FT (8.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3849'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3849'WITH A COUNTY LOGO ACCESS COVER STAMPED 4FB1 1999, SURROUNDED WITH A
 AJ3849'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3849'MARKER
 AJ3849'STATION TIES -
 AJ3849'43.7 FT (13.3 M) EAST OF THE CENTERLINE OF THE RAILROAD TRACTS
 AJ3849'12.1 FT (3.7 M) WEST OF A CONCRETE DITCH
 AJ3849'955 FT (291.1 M) NORTH OF THE CENTERLINE OF CACTUS ROAD
 AJ3849'25 FT (7.6 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3849'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3849'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3849
 AJ3849                          STATION RECOVERY (2007)
 AJ3849
 AJ3849'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3849'FOUND THE MONUMENT IN GOOD CONDITION HOWEVER IT APPEARS IT IS
 AJ3849'SUBSIDING. WE PERFORMED FAST STATIC GPS AND IT SHOWS TO BE DOWN ABOUT
 AJ3849'0.30 FEET.
 AJ3849' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3850 ***********************************************************************
 AJ3850  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3850  DESIGNATION -  4FD2
 AJ3850  PID         -  AJ3850
 AJ3850  STATE/COUNTY-  AZ/MARICOPA
 AJ3850  USGS QUAD   -  WADDELL (1975)
 AJ3850
 AJ3850                         *CURRENT SURVEY CONTROL
 AJ3850  ___________________________________________________________________
 AJ3850* NAD 83(2007)-  33 35 46.51517(N)    112 28 01.63083(W)     ADJUSTED  
 AJ3850* NAVD 88     -       404.71   (meters)    1327.8    (feet)  GPS OBS   
 AJ3850  ___________________________________________________________________
 AJ3850  EPOCH DATE  -        2007.00
 AJ3850  X           -  -2,032,474.693 (meters)                     COMP
 AJ3850  Y           -  -4,914,803.533 (meters)                     COMP
 AJ3850  Z           -   3,509,439.143 (meters)                     COMP
 AJ3850  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AJ3850  ELLIP HEIGHT-         374.588 (meters)          (02/10/07) ADJUSTED
 AJ3850  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AJ3850
 AJ3850  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3850  Type    PID    Designation                      North   East  Ellip
 AJ3850  -------------------------------------------------------------------
 AJ3850  NETWORK AJ3850 4FD2                              0.74   0.69   1.18
 AJ3850  -------------------------------------------------------------------
 AJ3850
 AJ3850.The horizontal coordinates were established by GPS observations
 AJ3850.and adjusted by the National Geodetic Survey in February 2007.
 AJ3850
 AJ3850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3850.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3850.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3850.The epoch date for horizontal control is a decimal equivalence
 AJ3850.of Year/Month/Day.
 AJ3850
 AJ3850.The orthometric height was determined by GPS observations and a
 AJ3850.high-resolution geoid model.
 AJ3850.The orthometric height was determined by GPS observations and a
 AJ3850.high-resolution geoid model using precise GPS observation and
 AJ3850.processing techniques.
 AJ3850
 AJ3850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3850
 AJ3850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3850
 AJ3850.The ellipsoidal height was determined by GPS observations
 AJ3850.and is referenced to NAD 83.
 AJ3850
 AJ3850.The geoid height was determined by GEOID03.
 AJ3850
 AJ3850;                    North         East     Units Scale Factor Converg.
 AJ3850;SPC AZ C     -   288,011.147   162,271.990   MT  0.99993217   -0 18 16.5
 AJ3850;SPC AZ C     -   944,918.46    532,388.42   iFT  0.99993217   -0 18 16.5
 AJ3850;UTM  12      - 3,718,355.431   363,871.239   MT  0.99982846   -0 48 43.0
 AJ3850
 AJ3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3850!SPC AZ C     -   0.99994120  x   0.99993217  =   0.99987337
 AJ3850!UTM  12      -   0.99994120  x   0.99982846  =   0.99976967
 AJ3850
 AJ3850                          SUPERSEDED SURVEY CONTROL
 AJ3850
 AJ3850  NAD 83(1992)-  33 35 46.51441(N)    112 28 01.63031(W) AD(       ) B
 AJ3850  ELLIP H (04/12/01)  374.613  (m)                       GP(       ) 3 2
 AJ3850
 AJ3850.Superseded values are not recommended for survey control.
 AJ3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3850.See file dsdata.txt to determine how the superseded data were derived.
 AJ3850
 AJ3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6387118355(NAD 83)
 AJ3850_MARKER: I = METAL ROD
 AJ3850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3850_STAMPING: 4FD2 1999
 AJ3850_MARK LOGO: MCDOT 
 AJ3850_PROJECTION: FLUSH
 AJ3850_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3850+STABILITY: POSITION/ELEVATION WELL
 AJ3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3850+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2008
 AJ3850_ROD/PIPE-DEPTH:  5.7 meters
 AJ3850_SLEEVE-DEPTH  :  0.8 meters
 AJ3850
 AJ3850  HISTORY     - Date     Condition        Report By
 AJ3850  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3850  HISTORY     - 20060202 GOOD             EVANS
 AJ3850  HISTORY     - 20080801 GOOD             SURPGS
 AJ3850
 AJ3850                          STATION DESCRIPTION
 AJ3850
 AJ3850'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3850'THE STATION IS LOCATED 0.25 MI (0.40 KM) WEST OF THE CITY OF SURPRISE,
 AJ3850'TOWNSHIP 3 NORTH, RANGE 2 WEST, SECTION 16
 AJ3850'OWNERSHIP - MARICOPA COUNTY WATER CONTROL DISTRICT
 AJ3850'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND STATE
 AJ3850'ROUTE 303 AT EXIT 124, DRIVE NORTH ON STATE ROUTE 303 FOR 9.4 MI (15.1
 AJ3850'KM) TO THE INTERSECTION OF CACTUS ROAD AND STATE ROUTE 303, THENCE
 AJ3850'TURN LEFT (WEST) ONTO CACTUS ROAD AND DRIVE WEST ON CACTUS ROAD 2.9 MI
 AJ3850'(4.7 KM) TO A DIRT ROAD ON THE RIGHT BEING 100 FT (30.5 M) EAST OF A
 AJ3850'BARRICADE AT THE END OF CACTUS ROAD, THENCE TURN RIGHT (NORTH) ONTO
 AJ3850'THE DIRT ROAD AND DRIVE NORTHEASTERLY 450 FT (137.2 M) TO THE STATION
 AJ3850'ON THE LEFT ON THE EASTERLY SIDE OF THE BEARDSLEY CANAL SERVICE ROAD
 AJ3850'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3850'COMPRESSED ON A 18.6FT STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED
 AJ3850'IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A
 AJ3850'COUNTY LOGO ACCESS COVER STAMPED 4FD2 1999, SURROUNDED WITH A CONCRETE
 AJ3850'COLLAR FLUSH WITH THE GROUND
 AJ3850'STATION TIES -
 AJ3850'17 FT (5.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE BEARDSLEY CANAL
 AJ3850'450 NORTHEAST OF AN IRRIGATION STRUCTURE WITH A U.S.C.G.S.  IMBEDDED
 AJ3850'BRASS CAP STAMPED M265 1948
 AJ3850'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3850'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3850
 AJ3850                          STATION RECOVERY (2006)
 AJ3850
 AJ3850'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3850'RECOVERED IN GOOD CONDITION.
 AJ3850
 AJ3850                          STATION RECOVERY (2008)
 AJ3850
 AJ3850'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 AJ3850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3851 ***********************************************************************
 AJ3851  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3851  DESIGNATION -  4FH3
 AJ3851  PID         -  AJ3851
 AJ3851  STATE/COUNTY-  AZ/MARICOPA
 AJ3851  USGS QUAD   -  WAGNER WASH WELL (1988)
 AJ3851
 AJ3851                         *CURRENT SURVEY CONTROL
 AJ3851  ___________________________________________________________________
 AJ3851* NAD 83(2007)-  33 35 43.74288(N)    112 39 41.48805(W)     ADJUSTED  
 AJ3851* NAVD 88     -       477.17   (meters)    1565.5    (feet)  GPS OBS   
 AJ3851  ___________________________________________________________________
 AJ3851  EPOCH DATE  -        2007.00
 AJ3851  X           -  -2,049,180.330 (meters)                     COMP
 AJ3851  Y           -  -4,907,978.274 (meters)                     COMP
 AJ3851  Z           -   3,509,408.014 (meters)                     COMP
 AJ3851  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 AJ3851  ELLIP HEIGHT-         446.917 (meters)          (02/10/07) ADJUSTED
 AJ3851  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 AJ3851
 AJ3851  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3851  Type    PID    Designation                      North   East  Ellip
 AJ3851  -------------------------------------------------------------------
 AJ3851  NETWORK AJ3851 4FH3                              0.76   0.67   1.12
 AJ3851  -------------------------------------------------------------------
 AJ3851
 AJ3851.The horizontal coordinates were established by GPS observations
 AJ3851.and adjusted by the National Geodetic Survey in February 2007.
 AJ3851
 AJ3851.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3851.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3851.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3851.The epoch date for horizontal control is a decimal equivalence
 AJ3851.of Year/Month/Day.
 AJ3851
 AJ3851.The orthometric height was determined by GPS observations and a
 AJ3851.high-resolution geoid model.
 AJ3851.The orthometric height was determined by GPS observations and a
 AJ3851.high-resolution geoid model using precise GPS observation and
 AJ3851.processing techniques.
 AJ3851
 AJ3851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3851
 AJ3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3851
 AJ3851.The ellipsoidal height was determined by GPS observations
 AJ3851.and is referenced to NAD 83.
 AJ3851
 AJ3851.The geoid height was determined by GEOID03.
 AJ3851
 AJ3851;                    North         East     Units Scale Factor Converg.
 AJ3851;SPC AZ C     -   288,038.600   144,228.158   MT  0.99995890   -0 24 43.8
 AJ3851;SPC AZ C     -   945,008.53    473,189.49   iFT  0.99995890   -0 24 43.8
 AJ3851;UTM  12      - 3,718,542.646   345,829.887   MT  0.99989303   -0 55 10.4
 AJ3851
 AJ3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3851!SPC AZ C     -   0.99992984  x   0.99995890  =   0.99988875
 AJ3851!UTM  12      -   0.99992984  x   0.99989303  =   0.99982288
 AJ3851
 AJ3851                          SUPERSEDED SURVEY CONTROL
 AJ3851
 AJ3851  NAD 83(1992)-  33 35 43.74207(N)    112 39 41.48762(W) AD(       ) B
 AJ3851  ELLIP H (04/12/01)  446.944  (m)                       GP(       ) 3 2
 AJ3851
 AJ3851.Superseded values are not recommended for survey control.
 AJ3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3851.See file dsdata.txt to determine how the superseded data were derived.
 AJ3851
 AJ3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4583018543(NAD 83)
 AJ3851_MARKER: I = METAL ROD
 AJ3851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3851+WITH SETTING: INFORMATION.
 AJ3851_STAMPING: 4FH3 1999
 AJ3851_MARK LOGO: MCDOT 
 AJ3851_PROJECTION: FLUSH
 AJ3851_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3851+STABILITY: POSITION/ELEVATION WELL
 AJ3851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3851+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3851_ROD/PIPE-DEPTH:  2.2 meters
 AJ3851_SLEEVE-DEPTH  :  0.8 meters
 AJ3851
 AJ3851  HISTORY     - Date     Condition        Report By
 AJ3851  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3851
 AJ3851                          STATION DESCRIPTION
 AJ3851
 AJ3851'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3851'THE STATION IS LOCATED ABOUT 15.5 MI (24.9 KM) NORTH-NORTHWEST OF THE
 AJ3851'TOWN OF BUCKEYE, TOWNSHIP 3 NORTH, RANGE 4 WEST, SECTION 16
 AJ3851'OWNERSHIP - STATE LAND DEPT
 AJ3851'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND THE SUN
 AJ3851'VALLEY PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 10.6 MI
 AJ3851'(17.1 KM) TO A DIRT ROAD ON THE RIGHT BEING 0.1 MI (0.2 KM) NORTH OF
 AJ3851'MILEPOST 115, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD TO A GATE IN
 AJ3851'THE ROAD, THENCE CONTINUE THROUGH THE GATE AND DRIVE EAST ON THE DIRT
 AJ3851'ROAD 1.5 MI (2.4 KM) (DIRT ROAD FOLLOWS ALONG A FENCE TO THE NORTH) TO
 AJ3851'THE STATION ON THE RIGHT
 AJ3851'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3851'COMPRESSED ON A 7.1 FT (2.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3851'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3851'WITH A COUNTY LOGO ACCESS COVER STAMPED 4FH3 1999, SURROUNDED WITH A
 AJ3851'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3851'MARKER
 AJ3851'STATION TIES -
 AJ3851'21 FT (6.4 M) SOUTH OF A BARBED WIRE FENCE
 AJ3851'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3851'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3852 ***********************************************************************
 AJ3852  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3852  DESIGNATION -  4FJ2
 AJ3852  PID         -  AJ3852
 AJ3852  STATE/COUNTY-  AZ/MARICOPA
 AJ3852  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3852
 AJ3852                         *CURRENT SURVEY CONTROL
 AJ3852  ___________________________________________________________________
 AJ3852* NAD 83(2007)-  33 35 41.62785(N)    112 45 50.80713(W)     ADJUSTED  
 AJ3852* NAVD 88     -       407.58   (meters)    1337.2    (feet)  GPS OBS   
 AJ3852  ___________________________________________________________________
 AJ3852  EPOCH DATE  -        2007.00
 AJ3852  X           -  -2,057,956.262 (meters)                     COMP
 AJ3852  Y           -  -4,904,280.933 (meters)                     COMP
 AJ3852  Z           -   3,509,315.083 (meters)                     COMP
 AJ3852  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AJ3852  ELLIP HEIGHT-         377.069 (meters)          (02/10/07) ADJUSTED
 AJ3852  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AJ3852
 AJ3852  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3852  Type    PID    Designation                      North   East  Ellip
 AJ3852  -------------------------------------------------------------------
 AJ3852  NETWORK AJ3852 4FJ2                              0.69   0.61   1.00
 AJ3852  -------------------------------------------------------------------
 AJ3852
 AJ3852.The horizontal coordinates were established by GPS observations
 AJ3852.and adjusted by the National Geodetic Survey in February 2007.
 AJ3852
 AJ3852.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3852.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3852.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3852.The epoch date for horizontal control is a decimal equivalence
 AJ3852.of Year/Month/Day.
 AJ3852
 AJ3852.The orthometric height was determined by GPS observations and a
 AJ3852.high-resolution geoid model.
 AJ3852.The orthometric height was determined by GPS observations and a
 AJ3852.high-resolution geoid model using precise GPS observation and
 AJ3852.processing techniques.
 AJ3852
 AJ3852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3852
 AJ3852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3852
 AJ3852.The ellipsoidal height was determined by GPS observations
 AJ3852.and is referenced to NAD 83.
 AJ3852
 AJ3852.The geoid height was determined by GEOID03.
 AJ3852
 AJ3852;                    North         East     Units Scale Factor Converg.
 AJ3852;SPC AZ C     -   288,046.655   134,705.900   MT  0.99997624   -0 28 08.2
 AJ3852;SPC AZ C     -   945,034.96    441,948.49   iFT  0.99997624   -0 28 08.2
 AJ3852;UTM  12      - 3,718,635.020   336,308.606   MT  0.99993034   -0 58 34.8
 AJ3852
 AJ3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3852!SPC AZ C     -   0.99994081  x   0.99997624  =   0.99991705
 AJ3852!UTM  12      -   0.99994081  x   0.99993034  =   0.99987115
 AJ3852
 AJ3852                          SUPERSEDED SURVEY CONTROL
 AJ3852
 AJ3852  NAD 83(1992)-  33 35 41.62702(N)    112 45 50.80673(W) AD(       ) B
 AJ3852  ELLIP H (04/12/01)  377.098  (m)                       GP(       ) 3 2
 AJ3852
 AJ3852.Superseded values are not recommended for survey control.
 AJ3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3852.See file dsdata.txt to determine how the superseded data were derived.
 AJ3852
 AJ3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3630918635(NAD 83)
 AJ3852_MARKER: I = METAL ROD
 AJ3852_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3852_STAMPING: 4JF2 1999
 AJ3852_MARK LOGO: MCDOT 
 AJ3852_PROJECTION: FLUSH
 AJ3852_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3852+STABILITY: POSITION/ELEVATION WELL
 AJ3852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3852+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3852_ROD/PIPE-DEPTH:  4.1 meters
 AJ3852_SLEEVE-DEPTH  :  0.8 meters
 AJ3852
 AJ3852  HISTORY     - Date     Condition        Report By
 AJ3852  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3852
 AJ3852                          STATION DESCRIPTION
 AJ3852
 AJ3852'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3852'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) NORTHWEST OF THE TOWN
 AJ3852'OF BUCKEYE, TOWNSHIP 3 NORTH, RANGE 5 WEST, SECTION 22
 AJ3852'OWNERSHIP - BLM
 AJ3852'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3852'AVENUE AT EXIT 103, DRIVE NORTH ON 339TH AVENUE 2.1 MI (3.4 KM) TO THE
 AJ3852'INTERSECTION OF INDIAN SCHOOL ROAD AND 339TH AVENUE, THENCE TURN LEFT
 AJ3852'(WEST) ONTO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE
 AJ3852'INTERSECTION OF 355TH AVENUE AND INDIAN SCHOOL ROAD, THENCE TURN RIGHT
 AJ3852'(NORTH) ONTO 355TH AVENUE AND DRIVE 3.5 MI (5.6 KM) TO AN UNMARKED
 AJ3852'DIRT ROAD ON THE RIGHT, THENCE TURN RIGHT ONTO THE DIRT ROAD AND DRIVE
 AJ3852'EASTERLY 1.1 MI (1.8 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT, THENCE
 AJ3852'TURN LEFT (NORTH) ONTO THE DIRT ROAD AND DRIVE NORTHERLY 1.2 MI (1.9
 AJ3852'KM) (YOU WILL PASS A CORRAL) TO AN UNMARKED EAST-WEST DIRT ROAD,
 AJ3852'THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE EASTERLY 0.9 MI
 AJ3852'(1.4 KM) (YOU WILL PASS A WATER TANK) TO AN UNMARKED DIRT ROAD ON THE
 AJ3852'LEFT, THENCE TURN LEFT (NORTH) AND DRIVE NORTHERLY 2.0 MI (3.2 KM) TO
 AJ3852'AN UNMARKED DIRT ROAD JUST PAST A WATER TANK AND CORRAL, THENCE TURN
 AJ3852'RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE EASTERLY 0.9 MI (1.4 KM) TO
 AJ3852'A BARBED WIRE GATE, THENCE TURN LEFT (NORTH) JUST PRIOR TO REACHING
 AJ3852'THE GATE ONTO A DIRT ROAD (DIRT ROAD FOLLOWS BARBED WIRE FENCE ON EAST
 AJ3852'SIDE) AND DRIVE NORTHERLY 1.1 MI (1.8 KM) TO A GATE ON THE RIGHT,
 AJ3852'THENCE TURN RIGHT (EAST) THROUGH THE GATE ONTO AN UNMARKED DIRT ROAD
 AJ3852'AND DRIVE SOUTHEASTERLY ABOUT 150 FT (45.7 M) TO THE STATION
 AJ3852'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3852'COMPRESSED ON A 13.4 FT (4.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3852'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3852'WITH A COUNTY LOGO ACCESS COVER STAMPED 4FJ2 1999, SURROUNDED WITH A
 AJ3852'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3852'MARKER
 AJ3852'STATION TIES -
 AJ3852'175 FT (53.3 M) SOUTH OF A BARBED WIRE FENCE
 AJ3852'112 FT (34.1 M) EAST OF A BARBED WIRE FENCE
 AJ3852'25 FT (7.6 M) SOUTHWEST OF A DIRT ROAD
 AJ3852'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3852'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3581 ***********************************************************************
 AJ3581  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3581  DESIGNATION -  4FL2
 AJ3581  PID         -  AJ3581
 AJ3581  STATE/COUNTY-  AZ/MARICOPA
 AJ3581  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 AJ3581
 AJ3581                         *CURRENT SURVEY CONTROL
 AJ3581  ___________________________________________________________________
 AJ3581* NAD 83(2007)-  33 35 42.02093(N)    112 52 05.23242(W)     ADJUSTED  
 AJ3581* NAVD 88     -       414.07   (meters)    1358.5    (feet)  GPS OBS   
 AJ3581  ___________________________________________________________________
 AJ3581  EPOCH DATE  -        2007.00
 AJ3581  X           -  -2,066,854.892 (meters)                     COMP
 AJ3581  Y           -  -4,900,535.827 (meters)                     COMP
 AJ3581  Z           -   3,509,328.692 (meters)                     COMP
 AJ3581  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AJ3581  ELLIP HEIGHT-         383.432 (meters)          (02/10/07) ADJUSTED
 AJ3581  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AJ3581
 AJ3581  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3581  Type    PID    Designation                      North   East  Ellip
 AJ3581  -------------------------------------------------------------------
 AJ3581  NETWORK AJ3581 4FL2                              0.67   0.59   0.96
 AJ3581  -------------------------------------------------------------------
 AJ3581
 AJ3581.The horizontal coordinates were established by GPS observations
 AJ3581.and adjusted by the National Geodetic Survey in February 2007.
 AJ3581
 AJ3581.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3581.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3581.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3581.The epoch date for horizontal control is a decimal equivalence
 AJ3581.of Year/Month/Day.
 AJ3581
 AJ3581.The orthometric height was determined by GPS observations and a
 AJ3581.high-resolution geoid model.
 AJ3581.The orthometric height was determined by GPS observations and a
 AJ3581.high-resolution geoid model using precise GPS observation and
 AJ3581.processing techniques.
 AJ3581
 AJ3581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3581
 AJ3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3581
 AJ3581.The ellipsoidal height was determined by GPS observations
 AJ3581.and is referenced to NAD 83.
 AJ3581
 AJ3581.The geoid height was determined by GEOID03.
 AJ3581
 AJ3581;                    North         East     Units Scale Factor Converg.
 AJ3581;SPC AZ C     -   288,142.624   125,052.472   MT  0.99999611   -0 31 35.4
 AJ3581;SPC AZ C     -   945,349.82    410,277.14   iFT  0.99999611   -0 31 35.4
 AJ3581;UTM  12      - 3,718,816.469   326,656.752   MT  0.99997045   -1 02 02.1
 AJ3581
 AJ3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3581!SPC AZ C     -   0.99993981  x   0.99999611  =   0.99993592
 AJ3581!UTM  12      -   0.99993981  x   0.99997045  =   0.99991026
 AJ3581
 AJ3581                          SUPERSEDED SURVEY CONTROL
 AJ3581
 AJ3581  NAD 83(1992)-  33 35 42.02006(N)    112 52 05.23203(W) AD(       ) B
 AJ3581  ELLIP H (04/12/01)  383.461  (m)                       GP(       ) 3 2
 AJ3581
 AJ3581.Superseded values are not recommended for survey control.
 AJ3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3581.See file dsdata.txt to determine how the superseded data were derived.
 AJ3581
 AJ3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2665718816(NAD 83)
 AJ3581_MARKER: I = METAL ROD
 AJ3581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3581+WITH SETTING: INFORMATION.
 AJ3581_STAMPING: 4FL2 1999
 AJ3581_MARK LOGO: MCDOT 
 AJ3581_PROJECTION: FLUSH
 AJ3581_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3581+STABILITY: POSITION/ELEVATION WELL
 AJ3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3581+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3581_ROD/PIPE-DEPTH:  2.0 meters
 AJ3581_SLEEVE-DEPTH  :  0.8 meters
 AJ3581
 AJ3581  HISTORY     - Date     Condition        Report By
 AJ3581  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3581
 AJ3581                          STATION DESCRIPTION
 AJ3581
 AJ3581'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3581'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3581'PHOENIX, TOWNSHIP 03 NORTH, RANGE 06 WEST, SECTION 21
 AJ3581'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3581'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3581'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3581'(EXIT 103) ,THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE 2.1
 AJ3581'MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3581'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3581'TURN RIGHT (NORTH) ON TO 355TH AVENUE AND DRIVE 4.0 MI (22.5 KM) TO
 AJ3581'MILE POST 4 (AT 3.5 MI FROM THE INDIAN SCHOOL ROAD TURN OFF - 355TH
 AJ3581'AVENUE TURNS INTO WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON
 AJ3581'WICKENBURG HIGHWAY FOR 0.2 MI (0.3 KM) TO A FORK IN THE ROAD, THENCE
 AJ3581'BEAR LEFT AT FORK AND DRIVE 0.6 MI (1.0 KM) IN A NORTHWESTERLY
 AJ3581'DIRECTION TO A DIRT ROAD, , THENCE CONTINUE NORTHWESTERLY FOR 1.3 MI
 AJ3581'(2.1 KM) TO A BEND IN ROAD WITH FLAT IRON MOUNTAIN ON THE EAST SIDE OF
 AJ3581'ROAD, THENCE CONTINUE NORTHWESTERLY FOR 1.2 MI (1.9 KM) TO AN T
 AJ3581'INTERSECTION OF A DIRT ROAD RUNNING PARALLEL WITH A BARBED WIRE FENCE
 AJ3581'LOCATED ON THE WEST SIDE, THENCE TURN RIGHT (NORTH) ON TO DIRT ROAD
 AJ3581'AND DRIVE 1.2 MI (1.9 KM) TO T INTERSECTION JUST SOUTH OF THE GRANITE
 AJ3581'REEF AQUEDUCT, PARK VEHICLE AND WALK 175 FT (53.3 M) SOUTHWESTERLY AND
 AJ3581'TO THE STATION AS DESCRIBED
 AJ3581'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3581'COMPRESSED ON A 6.6 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3581'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3581'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FL2 1999, SURROUNDED
 AJ3581'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3581'CARSONITE MARKER
 AJ3581'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3581'0.1 MI (0.2 KM) - EAST OF BOX CULVERT WHICH ALLOWS ACCESS TO THE NORTH
 AJ3581'SIDE OF GRANITE REEF AQUEDUCT
 AJ3581'175 FT (53.3 M) - SOUTHWEST OF THE NE CORNER SEC 21 T3N R6W GLO BRASS
 AJ3581'CAP
 AJ3581'124 FT (37.8 M) - EAST OF BARBED WIRE FENCE ON THE WEST SIDE OF DIRT
 AJ3581'ROAD
 AJ3581'60 FT (18.3 M) - SOUTH EASTERLY OF GRANITE REEF AQUEDUCT
 AJ3581'34 FT (10.4 M) - SOUTH EASTERLY OF DIRT ROAD THAT IS SOUTH OF THE
 AJ3581'GRANITE REEF AQUEDUCT
 AJ3581'5 FT (1.5 M) - SOUTH AND EAST OF CARSONITE WITNESS POST
 AJ3581'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3581'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3582 ***********************************************************************
 AJ3582  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3582  DESIGNATION -  4FN3
 AJ3582  PID         -  AJ3582
 AJ3582  STATE/COUNTY-  AZ/MARICOPA
 AJ3582  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 AJ3582
 AJ3582                         *CURRENT SURVEY CONTROL
 AJ3582  ___________________________________________________________________
 AJ3582* NAD 83(2007)-  33 36 34.15630(N)    112 57 55.79761(W)     ADJUSTED  
 AJ3582* NAVD 88     -       481.63   (meters)    1580.1    (feet)  GPS OBS   
 AJ3582  ___________________________________________________________________
 AJ3582  EPOCH DATE  -        2007.00
 AJ3582  X           -  -2,074,855.861 (meters)                     COMP
 AJ3582  Y           -  -4,896,249.172 (meters)                     COMP
 AJ3582  Z           -   3,510,704.010 (meters)                     COMP
 AJ3582  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 AJ3582  ELLIP HEIGHT-         450.941 (meters)          (02/10/07) ADJUSTED
 AJ3582  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AJ3582
 AJ3582  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3582  Type    PID    Designation                      North   East  Ellip
 AJ3582  -------------------------------------------------------------------
 AJ3582  NETWORK AJ3582 4FN3                              0.63   0.55   0.96
 AJ3582  -------------------------------------------------------------------
 AJ3582
 AJ3582.The horizontal coordinates were established by GPS observations
 AJ3582.and adjusted by the National Geodetic Survey in February 2007.
 AJ3582
 AJ3582.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3582.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3582.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3582.The epoch date for horizontal control is a decimal equivalence
 AJ3582.of Year/Month/Day.
 AJ3582
 AJ3582.The orthometric height was determined by GPS observations and a
 AJ3582.high-resolution geoid model.
 AJ3582.The orthometric height was determined by GPS observations and a
 AJ3582.high-resolution geoid model using precise GPS observation and
 AJ3582.processing techniques.
 AJ3582
 AJ3582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3582
 AJ3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3582
 AJ3582.The ellipsoidal height was determined by GPS observations
 AJ3582.and is referenced to NAD 83.
 AJ3582
 AJ3582.The geoid height was determined by GEOID03.
 AJ3582
 AJ3582;                    North         East     Units Scale Factor Converg.
 AJ3582;SPC AZ C     -   289,836.157   116,030.284   MT  1.00001675   -0 34 50.2
 AJ3582;SPC AZ C     -   950,906.03    380,676.78   iFT  1.00001675   -0 34 50.2
 AJ3582;UTM  12      - 3,720,589.827   317,650.066   MT  1.00000995   -1 05 17.7
 AJ3582
 AJ3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3582!SPC AZ C     -   0.99992921  x   1.00001675  =   0.99994596
 AJ3582!UTM  12      -   0.99992921  x   1.00000995  =   0.99993916
 AJ3582
 AJ3582                          SUPERSEDED SURVEY CONTROL
 AJ3582
 AJ3582  NAD 83(1992)-  33 36 34.15539(N)    112 57 55.79722(W) AD(       ) B
 AJ3582  ELLIP H (04/12/01)  450.970  (m)                       GP(       ) 3 2
 AJ3582
 AJ3582.Superseded values are not recommended for survey control.
 AJ3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3582.See file dsdata.txt to determine how the superseded data were derived.
 AJ3582
 AJ3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1765020590(NAD 83)
 AJ3582_MARKER: I = METAL ROD
 AJ3582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3582_STAMPING: 4FN3 1999
 AJ3582_MARK LOGO: MCDOT 
 AJ3582_PROJECTION: FLUSH
 AJ3582_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3582+STABILITY: POSITION/ELEVATION WELL
 AJ3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3582+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3582_ROD/PIPE-DEPTH:  5.5 meters
 AJ3582_SLEEVE-DEPTH  :  0.8 meters
 AJ3582
 AJ3582  HISTORY     - Date     Condition        Report By
 AJ3582  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3582
 AJ3582                          STATION DESCRIPTION
 AJ3582
 AJ3582'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3582'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3582'PHOENIX, TOWNSHIP 03 NORTH, RANGE 07 WEST, SECTION 15
 AJ3582'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3582'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3582'10, DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO WINTERSBURG
 AJ3582'ROAD (EXIT 98) ,THENCE TURN RIGHT (NORTH) ONTO WINTERSBURG ROAD AND
 AJ3582'DRIVE 0.8 MI (1.3 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST)
 AJ3582'ON TO INDIAN SCHOOL ROAD AND DRIVE 1.0 MI (1.6 KM) TO 387TH AVENUE,
 AJ3582'THENCE TURN RIGHT (NORTH) ON TO 387TH AVENUE AND DRIVE 3.5 MI (5.6 KM)
 AJ3582'TO ORANGEWOOD AVENUE, THENCE TURN LEFT (WEST) ON TO ORANGEWOOD AVENUE
 AJ3582'AND DRIVE 1.0 MI (1.6 KM) TO 395TH AVENUE, THENCE TURN RIGHT (NORTH)
 AJ3582'ON TO 395TH AVENUE AND DRIVE 0.5 MI (0.8 KM) TO NORTHERN AVENUE,
 AJ3582'THENCE CONTINUE NORTH ON 395TH AVENUE TO A FORK IN THE ROAD, THENCE
 AJ3582'BEAR LEFT (NORTHWESTERLY) AT FORK (DIRT ROAD) AND DRIVE 2.6 MI (4.2
 AJ3582'KM) TO THE C.A.P.  AQUEDUCT, THENCE CROSS BRIDGE AND CONTINUE
 AJ3582'NORTHWESTERLY ON DIRT ROAD FOR 1.1 MI (1.8 KM) (DURING 1.1 MI STRETCH
 AJ3582'BEARING LEFT AT FORK IN ROAD) TO A WASH AND Y INTERSECTION, THENCE
 AJ3582'CONTINUE NORTHWESTERLY (JOGGING THROUGH A WASH AND STAYING LEFT AT
 AJ3582'INTERSECTION) FOR 2.5 MI (4.0 KM) TO A CROSS FENCE, PARK VEHICLE AND
 AJ3582'WALK 130 FT (39.6 M) WEST AND 80 FT (24.4 M) SOUTH AND TO THE STATION
 AJ3582'AS DESCRIBED
 AJ3582'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3582'COMPRESSED ON A 18 FOOT (5.49 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3582'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3582'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FN3 1999, SURROUNDED
 AJ3582'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3582'CARSONITE MARKER
 AJ3582'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3582'5.9 MI (9.5 KM) - SOUTH EASTERLY OF MONUMENT STAMPED 4GO3 1999
 AJ3582'2.5 MI (4.0 KM) - NORTHWESTERLY OF Y INTERSECTION
 AJ3582'130 FT (39.6 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3582'80 FT (24.4 M) - SOUTH OF CROSS-FENCE
 AJ3582'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3582'VISIT- WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3583 ***********************************************************************
 AJ3583  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3583  DESIGNATION -  4FP2
 AJ3583  PID         -  AJ3583
 AJ3583  STATE/COUNTY-  AZ/MARICOPA
 AJ3583  USGS QUAD   -  BURNT MOUNTAIN (1990)
 AJ3583
 AJ3583                         *CURRENT SURVEY CONTROL
 AJ3583  ___________________________________________________________________
 AJ3583* NAD 83(2007)-  33 36 10.25911(N)    113 04 06.80439(W)     ADJUSTED  
 AJ3583* NAVD 88     -       503.28   (meters)    1651.2    (feet)  GPS OBS   
 AJ3583  ___________________________________________________________________
 AJ3583  EPOCH DATE  -        2007.00
 AJ3583  X           -  -2,083,826.064 (meters)                     COMP
 AJ3583  Y           -  -4,892,900.696 (meters)                     COMP
 AJ3583  Z           -   3,510,102.687 (meters)                     COMP
 AJ3583  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ3583  ELLIP HEIGHT-         472.496 (meters)          (02/10/07) ADJUSTED
 AJ3583  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AJ3583
 AJ3583  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3583  Type    PID    Designation                      North   East  Ellip
 AJ3583  -------------------------------------------------------------------
 AJ3583  NETWORK AJ3583 4FP2                              0.55   0.51   0.88
 AJ3583  -------------------------------------------------------------------
 AJ3583
 AJ3583.The horizontal coordinates were established by GPS observations
 AJ3583.and adjusted by the National Geodetic Survey in February 2007.
 AJ3583
 AJ3583.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3583.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3583.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3583.The epoch date for horizontal control is a decimal equivalence
 AJ3583.of Year/Month/Day.
 AJ3583
 AJ3583.The orthometric height was determined by GPS observations and a
 AJ3583.high-resolution geoid model.
 AJ3583.The orthometric height was determined by GPS observations and a
 AJ3583.high-resolution geoid model using precise GPS observation and
 AJ3583.processing techniques.
 AJ3583
 AJ3583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3583
 AJ3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3583
 AJ3583.The ellipsoidal height was determined by GPS observations
 AJ3583.and is referenced to NAD 83.
 AJ3583
 AJ3583.The geoid height was determined by GEOID03.
 AJ3583
 AJ3583;                    North         East     Units Scale Factor Converg.
 AJ3583;SPC AZ C     -   289,201.587   106,458.072   MT  1.00004084   -0 38 15.2
 AJ3583;SPC AZ C     -   948,824.10    349,271.89   iFT  1.00004084   -0 38 15.2
 AJ3583;UTM  12      - 3,720,040.087   308,072.576   MT  1.00005415   -1 08 42.6
 AJ3583
 AJ3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3583!SPC AZ C     -   0.99992583  x   1.00004084  =   0.99996666
 AJ3583!UTM  12      -   0.99992583  x   1.00005415  =   0.99997997
 AJ3583
 AJ3583                          SUPERSEDED SURVEY CONTROL
 AJ3583
 AJ3583  NAD 83(1992)-  33 36 10.25811(N)    113 04 06.80396(W) AD(       ) B
 AJ3583  ELLIP H (04/12/01)  472.525  (m)                       GP(       ) 3 2
 AJ3583
 AJ3583.Superseded values are not recommended for survey control.
 AJ3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3583.See file dsdata.txt to determine how the superseded data were derived.
 AJ3583
 AJ3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0807320040(NAD 83)
 AJ3583_MARKER: I = METAL ROD
 AJ3583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3583_STAMPING: 4FP2 1999
 AJ3583_MARK LOGO: MCDOT 
 AJ3583_PROJECTION: FLUSH
 AJ3583_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3583+STABILITY: POSITION/ELEVATION WELL
 AJ3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3583+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3583_ROD/PIPE-DEPTH:  6.1 meters
 AJ3583_SLEEVE-DEPTH  :  0.8 meters
 AJ3583
 AJ3583  HISTORY     - Date     Condition        Report By
 AJ3583  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3583
 AJ3583                          STATION DESCRIPTION
 AJ3583
 AJ3583'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3583'THE STATION IS LOCATED ABOUT 56.3 MI (90.6 KM) WEST OF THE CITY OF
 AJ3583'PHOENIX, TOWNSHIP 03 NORTH, RANGE 08 WEST, WHAT WOULD BE SECTION 18
 AJ3583'HOWEVER THIS IS A UN-SURVEYED TOWNSHIP
 AJ3583'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3583'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3583'10, DRIVE WEST ON INTERSTATE 10 FOR 56.3 MI (90.6 KM) TO MILE POST 89
 AJ3583'(12.0 MI EAST OF EXIT 81 SALOME HIGHWAY) ,THENCE SAFELY MERGE ON TO
 AJ3583'SHOULDER OF THE NORTH SIDE OF THE WESTBOUND LANES OF INTERSTATE 10,
 AJ3583'THENCE DRIVE 0.2 MI (0.3 KM) WEST TO A DIRT ROAD WITH AN UNLOCKED GATE
 AJ3583'IN RIGHT-OF-WAY FENCE, THENCE CONTINUE THROUGH GATE AND DRIVE 0.1 MI
 AJ3583'(0.2 KM) TO A DIRT ROAD, THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND
 AJ3583'DRIVE 0.1 MI (0.2 KM) TO ANOTHER DIRT ROAD, THENCE TURN RIGHT (NORTH)
 AJ3583'ON TO DIRT ROAD AND DRIVE 1.9 MI (3.1 KM) TO TWO FORKS JUTTING OFF
 AJ3583'EAST SIDE OF ROAD, THENCE CONTINUE NORTH FOR 0.8 MI (1.3 KM) (CROSSING
 AJ3583'OVER THE GRANITE REEF AQUEDUCT) AND TO LEVEE ROAD, THENCE CONTINUE
 AJ3583'NORTH ON DIRT ROAD FOR 2.6 MI (4.2 KM) TO ANOTHER UNLOCKED GATE,
 AJ3583'THENCE PROCEED THROUGH GATE IN FENCE AND DRIVE NORTH FOR 1.7 MI (2.7
 AJ3583'KM) TO A FORK IN ROAD, PARK VEHICLE AND WALK 45 FT (13.7 M) WEST OF
 AJ3583'ROAD AND TO THE STATION AS DESCRIBED
 AJ3583'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3583'COMPRESSED ON A 20 FOOT (6.10 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3583'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3583'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FP2 1999, SURROUNDED
 AJ3583'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3583'CARSONITE MARKER
 AJ3583'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3583'NOTE - THIS POINT IS NEAR THE CENTER OF T3N, R8W IN UN-SURVEYED LAND
 AJ3583'7.0 MI (11.3 KM) - NORTH OF INTERSTATE 10 WESTBOUND LANES
 AJ3583'4.3 MI (6.9 KM) - NORTH OF GRANITE REEF AQUEDUCT
 AJ3583'1.7 MI (2.7 KM) - NORTH OF UNLOCKED GATE IN BARBED WIRE FENCE
 AJ3583'45 FT (13.7 M) - WEST OF THE DIRT ROAD
 AJ3583'1 FT (0.3 M) - EAST OF CARSONITE WITNESS POST
 AJ3583'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3583'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3584 ***********************************************************************
 AJ3584  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3584  DESIGNATION -  4FR2
 AJ3584  PID         -  AJ3584
 AJ3584  STATE/COUNTY-  AZ/MARICOPA
 AJ3584  USGS QUAD   -  BIG HORN PEAK (1990)
 AJ3584
 AJ3584                         *CURRENT SURVEY CONTROL
 AJ3584  ___________________________________________________________________
 AJ3584* NAD 83(2007)-  33 35 16.43910(N)    113 11 19.82812(W)     ADJUSTED  
 AJ3584* NAVD 88     -       425.05   (meters)    1394.5    (feet)  GPS OBS   
 AJ3584  ___________________________________________________________________
 AJ3584  EPOCH DATE  -        2007.00
 AJ3584  X           -  -2,094,429.013 (meters)                     COMP
 AJ3584  Y           -  -4,889,298.647 (meters)                     COMP
 AJ3584  Z           -   3,508,678.012 (meters)                     COMP
 AJ3584  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AJ3584  ELLIP HEIGHT-         394.110 (meters)          (02/10/07) ADJUSTED
 AJ3584  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AJ3584
 AJ3584  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3584  Type    PID    Designation                      North   East  Ellip
 AJ3584  -------------------------------------------------------------------
 AJ3584  NETWORK AJ3584 4FR2                              0.59   0.53   0.90
 AJ3584  -------------------------------------------------------------------
 AJ3584
 AJ3584.The horizontal coordinates were established by GPS observations
 AJ3584.and adjusted by the National Geodetic Survey in February 2007.
 AJ3584
 AJ3584.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3584.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3584.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3584.The epoch date for horizontal control is a decimal equivalence
 AJ3584.of Year/Month/Day.
 AJ3584
 AJ3584.The orthometric height was determined by GPS observations and a
 AJ3584.high-resolution geoid model.
 AJ3584.The orthometric height was determined by GPS observations and a
 AJ3584.high-resolution geoid model using precise GPS observation and
 AJ3584.processing techniques.
 AJ3584
 AJ3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3584
 AJ3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3584
 AJ3584.The ellipsoidal height was determined by GPS observations
 AJ3584.and is referenced to NAD 83.
 AJ3584
 AJ3584.The geoid height was determined by GEOID03.
 AJ3584
 AJ3584;                    North         East     Units Scale Factor Converg.
 AJ3584;SPC AZ C     -   287,674.129    95,273.943   MT  1.00007186   -0 42 13.9
 AJ3584;SPC AZ C     -   943,812.76    312,578.55   iFT  1.00007186   -0 42 13.9
 AJ3584;UTM  12      - 3,718,611.721   296,875.075   MT  1.00010869   -1 12 40.7
 AJ3584
 AJ3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3584!SPC AZ C     -   0.99993813  x   1.00007186  =   1.00000999
 AJ3584!UTM  12      -   0.99993813  x   1.00010869  =   1.00004682
 AJ3584
 AJ3584                          SUPERSEDED SURVEY CONTROL
 AJ3584
 AJ3584  NAD 83(1992)-  33 35 16.43806(N)    113 11 19.82770(W) AD(       ) B
 AJ3584  ELLIP H (04/12/01)  394.138  (m)                       GP(       ) 3 2
 AJ3584
 AJ3584.Superseded values are not recommended for survey control.
 AJ3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3584.See file dsdata.txt to determine how the superseded data were derived.
 AJ3584
 AJ3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9687518612(NAD 83)
 AJ3584_MARKER: I = METAL ROD
 AJ3584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3584_STAMPING: 4FR2 1999
 AJ3584_MARK LOGO: MCDOT 
 AJ3584_PROJECTION: FLUSH
 AJ3584_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3584+STABILITY: POSITION/ELEVATION WELL
 AJ3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3584+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3584_ROD/PIPE-DEPTH:  3.7 meters
 AJ3584_SLEEVE-DEPTH  :  0.8 meters
 AJ3584
 AJ3584  HISTORY     - Date     Condition        Report By
 AJ3584  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3584
 AJ3584                          STATION DESCRIPTION
 AJ3584
 AJ3584'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3584'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3584'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 21
 AJ3584'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3584'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3584'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3584'HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTH) ON TO SALOME HIGHWAY AND
 AJ3584'DRIVE 0.1 MI (0.2 KM) TO A DIRT ROAD ON THE NORTH SIDE OF SALOME
 AJ3584'HIGHWAY, THENCE TURN RIGHT (NORTH) ONTO DIRT ROAD AND DRIVE 2.5 MI
 AJ3584'(4.0 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND CONTINUE WEST
 AJ3584'ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A 45 DEGREE BEND IN ROAD, THENCE
 AJ3584'VEER RIGHT AND CONTINUE NORTHWESTERLY FOR 0.3 MI (0.5 KM) TO AN
 AJ3584'INTERSECTION OF A DIRT ROAD, PARK VEHICLE AND WALK 10 FT (3.0 M) WEST
 AJ3584'AND TO THE STATION AS DESCRIBED
 AJ3584'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 12 FOOT (3.66
 AJ3584'M) STAINLESS STEEL ROAD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3584'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3584'COVER STAMPED 4FR2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3584'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3584'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3584'3.4 MI (5.5 KM) - NORTHWESTERLY OF INTERSTATE 10 WESTBOUND LANES
 AJ3584'MONUMENT LOCATED SOUTHEASTERLY OF THE GRANITE REEF AQUEDUCT
 AJ3584'10 FT (3.0 M) - SOUTH OF BARBED WIRE FENCE (LOCATED SOUTH OF GRANITE
 AJ3584'REEF AQUEDUCT) 10 FT (3.0 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3584'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3584'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3584'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3585 ***********************************************************************
 AJ3585  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3585  DESIGNATION -  4FT2
 AJ3585  PID         -  AJ3585
 AJ3585  STATE/COUNTY-  AZ/MARICOPA
 AJ3585  USGS QUAD   -  COURTHOUSE WELL (1990)
 AJ3585
 AJ3585                         *CURRENT SURVEY CONTROL
 AJ3585  ___________________________________________________________________
 AJ3585* NAD 83(2007)-  33 35 44.47775(N)    113 16 47.08558(W)     ADJUSTED  
 AJ3585* NAVD 88     -       433.04   (meters)    1420.7    (feet)  GPS OBS   
 AJ3585  ___________________________________________________________________
 AJ3585  EPOCH DATE  -        2007.00
 AJ3585  X           -  -2,101,997.362 (meters)                     COMP
 AJ3585  Y           -  -4,885,536.448 (meters)                     COMP
 AJ3585  Z           -   3,509,402.007 (meters)                     COMP
 AJ3585  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AJ3585  ELLIP HEIGHT-         401.976 (meters)          (02/10/07) ADJUSTED
 AJ3585  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AJ3585
 AJ3585  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3585  Type    PID    Designation                      North   East  Ellip
 AJ3585  -------------------------------------------------------------------
 AJ3585  NETWORK AJ3585 4FT2                              0.55   0.51   0.94
 AJ3585  -------------------------------------------------------------------
 AJ3585
 AJ3585.The horizontal coordinates were established by GPS observations
 AJ3585.and adjusted by the National Geodetic Survey in February 2007.
 AJ3585
 AJ3585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3585.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3585.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3585.The epoch date for horizontal control is a decimal equivalence
 AJ3585.of Year/Month/Day.
 AJ3585
 AJ3585.The orthometric height was determined by GPS observations and a
 AJ3585.high-resolution geoid model.
 AJ3585.The orthometric height was determined by GPS observations and a
 AJ3585.high-resolution geoid model using precise GPS observation and
 AJ3585.processing techniques.
 AJ3585
 AJ3585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3585
 AJ3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3585
 AJ3585.The ellipsoidal height was determined by GPS observations
 AJ3585.and is referenced to NAD 83.
 AJ3585
 AJ3585.The geoid height was determined by GEOID03.
 AJ3585
 AJ3585;                    North         East     Units Scale Factor Converg.
 AJ3585;SPC AZ C     -   288,645.379    86,846.724   MT  1.00009726   -0 45 15.6
 AJ3585;SPC AZ C     -   946,999.27    284,930.20   iFT  1.00009726   -0 45 15.6
 AJ3585;UTM  12      - 3,719,657.626   288,456.406   MT  1.00015173   -1 15 42.9
 AJ3585
 AJ3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3585!SPC AZ C     -   0.99993690  x   1.00009726  =   1.00003415
 AJ3585!UTM  12      -   0.99993690  x   1.00015173  =   1.00008862
 AJ3585
 AJ3585                          SUPERSEDED SURVEY CONTROL
 AJ3585
 AJ3585  NAD 83(1992)-  33 35 44.47674(N)    113 16 47.08532(W) AD(       ) B
 AJ3585  ELLIP H (04/12/01)  402.002  (m)                       GP(       ) 3 2
 AJ3585
 AJ3585.Superseded values are not recommended for survey control.
 AJ3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3585.See file dsdata.txt to determine how the superseded data were derived.
 AJ3585
 AJ3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8845619658(NAD 83)
 AJ3585_MARKER: I = METAL ROD
 AJ3585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3585_STAMPING: 4FT2 1999
 AJ3585_MARK LOGO: MCDOT 
 AJ3585_PROJECTION: FLUSH
 AJ3585_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3585+STABILITY: POSITION/ELEVATION WELL
 AJ3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3585+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2007
 AJ3585_ROD/PIPE-DEPTH:  6.7 meters
 AJ3585_SLEEVE-DEPTH  :  0.8 meters
 AJ3585
 AJ3585  HISTORY     - Date     Condition        Report By
 AJ3585  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3585  HISTORY     - 20070503 GOOD             MCDOT
 AJ3585
 AJ3585                          STATION DESCRIPTION
 AJ3585
 AJ3585'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3585'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3585'PHOENIX, TOWNSHIP 03 NORTH, RANGE 10 WEST, SECTION 15
 AJ3585'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3585'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3585'10, DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO SALOME
 AJ3585'HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTHWEST) ON TO SALOME HIGHWAY
 AJ3585'AND DRIVE 6.3 MI (10.1 KM) TO THE POWER TRANSMISSION LINE CROSSING
 AJ3585'SALOME HIGHWAY, THENCE CONTINUE NORTHWEST FOR 0.7 MI (1.1 KM) TO THE
 AJ3585'GRANITE REEF AQUEDUCT, THENCE CONTINUE NORTHWEST FOR 1.1 MI (1.8 KM) ,
 AJ3585'PARK VEHICLE AND WALK 50 FT (15.2 M) SOUTH OF SALOME HIGHWAY AND TO
 AJ3585'THE STATION AS DESCRIBED
 AJ3585'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3585'COMPRESSED ON A 22 FOOT (6.71 M) STAINLESS STEEL ROAD DRIVEN TO
 AJ3585'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3585'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4FT2 1999, SURROUNDED
 AJ3585'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3585'CARSONITE MARKER
 AJ3585'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3585'8.1 MI (13.0 KM) - NORTHWEST OF INTERSTATE 10 WESTBOUND LANES
 AJ3585'1.4 MI (2.3 KM) - SOUTHEAST OF EAGLE EYE ROAD
 AJ3585'1.1 MI (1.8 KM) - NORTHWEST OF GRANITE REEF AQUEDUCT
 AJ3585'50 FT (15.2 M) - SOUTH OF THE SOUTH EDGE OF PAVEMENT
 AJ3585'1 FT (0.3 M) - NORTHEAST OF CARSONITE WITNESS POST
 AJ3585'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3585'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3585
 AJ3585                          STATION RECOVERY (2007)
 AJ3585
 AJ3585'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3585'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3856 ***********************************************************************
 AJ3856  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3856  DESIGNATION -  4GA2
 AJ3856  PID         -  AJ3856
 AJ3856  STATE/COUNTY-  AZ/MARICOPA
 AJ3856  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3856
 AJ3856                         *CURRENT SURVEY CONTROL
 AJ3856  ___________________________________________________________________
 AJ3856* NAD 83(2007)-  33 38 21.67359(N)    112 18 58.59371(W)     ADJUSTED  
 AJ3856* NAVD 88     -       355.40   (meters)    1166.0    (feet)  GPS OBS   
 AJ3856  ___________________________________________________________________
 AJ3856  EPOCH DATE  -        2007.00
 AJ3856  X           -  -2,018,507.750 (meters)                     COMP
 AJ3856  Y           -  -4,917,650.909 (meters)                     COMP
 AJ3856  Z           -   3,513,392.978 (meters)                     COMP
 AJ3856  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AJ3856  ELLIP HEIGHT-         325.340 (meters)          (02/10/07) ADJUSTED
 AJ3856  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AJ3856
 AJ3856  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3856  Type    PID    Designation                      North   East  Ellip
 AJ3856  -------------------------------------------------------------------
 AJ3856  NETWORK AJ3856 4GA2                              0.84   0.74   1.25
 AJ3856  -------------------------------------------------------------------
 AJ3856
 AJ3856.The horizontal coordinates were established by GPS observations
 AJ3856.and adjusted by the National Geodetic Survey in February 2007.
 AJ3856
 AJ3856.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3856.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3856.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3856.The epoch date for horizontal control is a decimal equivalence
 AJ3856.of Year/Month/Day.
 AJ3856
 AJ3856.The orthometric height was determined by GPS observations and a
 AJ3856.high-resolution geoid model.
 AJ3856.The orthometric height was determined by GPS observations and a
 AJ3856.high-resolution geoid model using precise GPS observation and
 AJ3856.processing techniques.
 AJ3856
 AJ3856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3856
 AJ3856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3856
 AJ3856.The ellipsoidal height was determined by GPS observations
 AJ3856.and is referenced to NAD 83.
 AJ3856
 AJ3856.The geoid height was determined by GEOID03.
 AJ3856
 AJ3856;                    North         East     Units Scale Factor Converg.
 AJ3856;SPC AZ C     -   292,726.895   176,290.480   MT  0.99991694   -0 13 16.9
 AJ3856;SPC AZ C     -   960,390.08    578,380.84   iFT  0.99991694   -0 13 16.9
 AJ3856;UTM  12      - 3,722,946.254   377,929.292   MT  0.99978371   -0 43 45.3
 AJ3856
 AJ3856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3856!SPC AZ C     -   0.99994893  x   0.99991694  =   0.99986587
 AJ3856!UTM  12      -   0.99994893  x   0.99978371  =   0.99973265
 AJ3856
 AJ3856                          SUPERSEDED SURVEY CONTROL
 AJ3856
 AJ3856  NAD 83(1992)-  33 38 21.67284(N)    112 18 58.59311(W) AD(       ) B
 AJ3856  ELLIP H (04/12/01)  325.370  (m)                       GP(       ) 3 2
 AJ3856
 AJ3856.Superseded values are not recommended for survey control.
 AJ3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3856.See file dsdata.txt to determine how the superseded data were derived.
 AJ3856
 AJ3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7792922946(NAD 83)
 AJ3856_MARKER: I = METAL ROD
 AJ3856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3856_STAMPING: 4GA2 1999
 AJ3856_MARK LOGO: MCDOT 
 AJ3856_PROJECTION: FLUSH
 AJ3856_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3856+STABILITY: POSITION/ELEVATION WELL
 AJ3856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3856+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 AJ3856_ROD/PIPE-DEPTH:  4.0 meters
 AJ3856_SLEEVE-DEPTH  :  0.8 meters
 AJ3856
 AJ3856  HISTORY     - Date     Condition        Report By
 AJ3856  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3856  HISTORY     - 20060202 GOOD             EVANS
 AJ3856  HISTORY     - 20071102 GOOD             GEOCAC
 AJ3856
 AJ3856                          STATION DESCRIPTION
 AJ3856
 AJ3856'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3856'THE STATION IS LOCATED ABOUT 0.5 MILES (0.8 KM) NORTH OF THE TOWN OF
 AJ3856'EL MIRAGE, TOWNSHIP 4 NORTH, RANGE 1 WEST, SECTION 36
 AJ3856'OWNERSHIP - STATE LAND
 AJ3856'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3856'BELL ROAD, DRIVE EAST ON BELL ROAD 2.0 MI (3.2 KM) TO THE EAST BANK OF
 AJ3856'THE AGUA FRIA RIVER AND THE STATION ON THE LEFT 235 FT (71.6 M) NORTH
 AJ3856'OF THE CENTERLINE OF BELL ROAD (NOTE-TO ACCESS MONUMENT DRIVE OVER
 AJ3856'CURB ON THE NORTH SIDE OF BELL ROAD JUST EAST OF THE MONUMENT AND
 AJ3856'DRIVE TO STATION) MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN
 AJ3856'ALUMINUM CAP COMPRESSED ON A 13.0 FOOT (4.0 M) STAINLESS STEEL ROD
 AJ3856'DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN
 AJ3856'A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GA2 1999,
 AJ3856'SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY
 AJ3856'A WHITE CARSONITE MARKER
 AJ3856'STATION TIES -
 AJ3856'235 FT (71.6 M) NORTH OF THE CENTERLINE OF BELL ROAD AND THE SOUTH
 AJ3856'QUARTER CORNER OF SECTION 36
 AJ3856'17 FT (5.2 M) EAST OF THE TOP OF THE EAST BANK OF THE AGUA FRIA RIVER
 AJ3856'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3856'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3856
 AJ3856                          STATION RECOVERY (2006)
 AJ3856
 AJ3856'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3856'RECOVERED IN GOOD CONDITION.
 AJ3856
 AJ3856                          STATION RECOVERY (2007)
 AJ3856
 AJ3856'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AJ3856'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3856'THE DESCRIPTION - THE MARK IS 6.8 FEET NORTHWEST OF A WHITE CARSONITE
 AJ3856'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3855 ***********************************************************************
 AJ3855  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3855  DESIGNATION -  4GC1
 AJ3855  PID         -  AJ3855
 AJ3855  STATE/COUNTY-  AZ/MARICOPA
 AJ3855  USGS QUAD   -  MC MICKEN DAM (1981)
 AJ3855
 AJ3855                         *CURRENT SURVEY CONTROL
 AJ3855  ___________________________________________________________________
 AJ3855* NAD 83(2007)-  33 38 04.79221(N)    112 24 11.96773(W)     ADJUSTED  
 AJ3855* NAVD 88     -       381.80   (meters)    1252.6    (feet)  GPS OBS   
 AJ3855  ___________________________________________________________________
 AJ3855  EPOCH DATE  -        2007.00
 AJ3855  X           -  -2,026,094.870 (meters)                     COMP
 AJ3855  Y           -  -4,914,865.194 (meters)                     COMP
 AJ3855  Z           -   3,512,974.508 (meters)                     COMP
 AJ3855  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AJ3855  ELLIP HEIGHT-         351.664 (meters)          (02/10/07) ADJUSTED
 AJ3855  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 AJ3855
 AJ3855  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3855  Type    PID    Designation                      North   East  Ellip
 AJ3855  -------------------------------------------------------------------
 AJ3855  NETWORK AJ3855 4GC1                              0.84   0.76   1.37
 AJ3855  -------------------------------------------------------------------
 AJ3855
 AJ3855.The horizontal coordinates were established by GPS observations
 AJ3855.and adjusted by the National Geodetic Survey in February 2007.
 AJ3855
 AJ3855.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3855.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3855.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3855.The epoch date for horizontal control is a decimal equivalence
 AJ3855.of Year/Month/Day.
 AJ3855
 AJ3855.The orthometric height was determined by GPS observations and a
 AJ3855.high-resolution geoid model.
 AJ3855.The orthometric height was determined by GPS observations and a
 AJ3855.high-resolution geoid model using precise GPS observation and
 AJ3855.processing techniques.
 AJ3855
 AJ3855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3855
 AJ3855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3855
 AJ3855.The ellipsoidal height was determined by GPS observations
 AJ3855.and is referenced to NAD 83.
 AJ3855
 AJ3855.The geoid height was determined by GEOID03.
 AJ3855
 AJ3855;                    North         East     Units Scale Factor Converg.
 AJ3855;SPC AZ C     -   292,241.423   168,212.978   MT  0.99992512   -0 16 10.4
 AJ3855;SPC AZ C     -   958,797.32    551,879.85   iFT  0.99992512   -0 16 10.4
 AJ3855;UTM  12      - 3,722,532.450   369,848.812   MT  0.99980883   -0 46 38.7
 AJ3855
 AJ3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3855!SPC AZ C     -   0.99994480  x   0.99992512  =   0.99986992
 AJ3855!UTM  12      -   0.99994480  x   0.99980883  =   0.99975364
 AJ3855
 AJ3855                          SUPERSEDED SURVEY CONTROL
 AJ3855
 AJ3855  NAD 83(1992)-  33 38 04.79147(N)    112 24 11.96723(W) AD(       ) B
 AJ3855  ELLIP H (04/12/01)  351.697  (m)                       GP(       ) 3 2
 AJ3855
 AJ3855.Superseded values are not recommended for survey control.
 AJ3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3855.See file dsdata.txt to determine how the superseded data were derived.
 AJ3855
 AJ3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6984922532(NAD 83)
 AJ3855_MARKER: I = METAL ROD
 AJ3855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3855_STAMPING: 4GC1 1999
 AJ3855_MARK LOGO: MCDOT 
 AJ3855_PROJECTION: FLUSH
 AJ3855_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3855+STABILITY: POSITION/ELEVATION WELL
 AJ3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3855+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 AJ3855_ROD/PIPE-DEPTH: 14.8 meters
 AJ3855_SLEEVE-DEPTH  :  0.8 meters
 AJ3855
 AJ3855  HISTORY     - Date     Condition        Report By
 AJ3855  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3855  HISTORY     - 20060202 GOOD             EVANS
 AJ3855  HISTORY     - 20080324 GOOD             GEOCAC
 AJ3855
 AJ3855                          STATION DESCRIPTION
 AJ3855
 AJ3855'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3855'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 3 NORTH,
 AJ3855'RANGE 1 WEST, SECTION 6
 AJ3855'OWNERSHIP - CITY OF SURPRISE
 AJ3855'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3855'BELL ROAD, DRIVE WEST ON BELL ROAD 2.8 MI (4.5 KM) TO THE INTERSECTION
 AJ3855'OF MOUNTAIN VISTA BOULEVARD AND BELL ROAD, THENCE TURN LEFT (SOUTH)
 AJ3855'ONTO MOUNTAIN VISTA BOULEVARD AND DRIVE SOUTHERLY 0.25 MI (0.40 KM) TO
 AJ3855'THE INTERSECTION OF VISTA RANCH ROAD AND MOUNTAIN VISTA BOULEVARD,
 AJ3855'THENCE TURN RIGHT ONTO VISTA RANCH ROAD AND DRIVE WESTERLY 0.15 MI
 AJ3855'(0.24 KM) TO THE STATION ON THE SOUTH SIDE OF THE ROAD 10 FT (3.0 M)
 AJ3855'SOUTH OF THE CURB
 AJ3855'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3855'COMPRESSED ON A 48.5 FT (14.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3855'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3855'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GC1 1999, SURROUNDED
 AJ3855'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3855'CARSONITE MARKER
 AJ3855'STATION TIES -
 AJ3855'55 FT (16.8 M) NORTH OF A 6FT BLOCK WALL
 AJ3855'4.5 FT (1.4 M) NORTH OF THE TOP OF BANK OF A RETENTION AREA
 AJ3855'10 FT (3.0 M) SOUTH OF A CONCRETE CURB
 AJ3855'62.3 FT (19.0 M) SOUTHWEST OF A STREET LIGHT
 AJ3855'437 FT (133.2 M) WEST OF THE CENTERLINE OF 159TH DRIVE AS MEASURED
 AJ3855'ALONG THE CENTERLINE OF VISTA RANCH ROAD
 AJ3855'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3855'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3855
 AJ3855                          STATION RECOVERY (2006)
 AJ3855
 AJ3855'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3855'RECOVERED IN GOOD CONDITION.
 AJ3855
 AJ3855                          STATION RECOVERY (2008)
 AJ3855
 AJ3855'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3854 ***********************************************************************
 AJ3854  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3854  DESIGNATION -  4GG2
 AJ3854  PID         -  AJ3854
 AJ3854  STATE/COUNTY-  AZ/MARICOPA
 AJ3854  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3854
 AJ3854                         *CURRENT SURVEY CONTROL
 AJ3854  ___________________________________________________________________
 AJ3854* NAD 83(2007)-  33 39 07.24916(N)    112 35 53.96027(W)     ADJUSTED  
 AJ3854* NAVD 88     -       523.34   (meters)    1717.0    (feet)  GPS OBS   
 AJ3854  ___________________________________________________________________
 AJ3854  EPOCH DATE  -        2007.00
 AJ3854  X           -  -2,042,445.749 (meters)                     COMP
 AJ3854  Y           -  -4,907,065.758 (meters)                     COMP
 AJ3854  Z           -   3,514,655.061 (meters)                     COMP
 AJ3854  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AJ3854  ELLIP HEIGHT-         493.289 (meters)          (02/10/07) ADJUSTED
 AJ3854  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AJ3854
 AJ3854  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3854  Type    PID    Designation                      North   East  Ellip
 AJ3854  -------------------------------------------------------------------
 AJ3854  NETWORK AJ3854 4GG2                              0.69   0.61   1.02
 AJ3854  -------------------------------------------------------------------
 AJ3854
 AJ3854.The horizontal coordinates were established by GPS observations
 AJ3854.and adjusted by the National Geodetic Survey in February 2007.
 AJ3854
 AJ3854.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3854.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3854.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3854.The epoch date for horizontal control is a decimal equivalence
 AJ3854.of Year/Month/Day.
 AJ3854
 AJ3854.The orthometric height was determined by GPS observations and a
 AJ3854.high-resolution geoid model.
 AJ3854.The orthometric height was determined by GPS observations and a
 AJ3854.high-resolution geoid model using precise GPS observation and
 AJ3854.processing techniques.
 AJ3854
 AJ3854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3854
 AJ3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3854
 AJ3854.The ellipsoidal height was determined by GPS observations
 AJ3854.and is referenced to NAD 83.
 AJ3854
 AJ3854.The geoid height was determined by GEOID03.
 AJ3854
 AJ3854;                    North         East     Units Scale Factor Converg.
 AJ3854;SPC AZ C     -   294,267.744   150,135.504   MT  0.99994926   -0 22 39.9
 AJ3854;SPC AZ C     -   965,445.35    492,570.55   iFT  0.99994926   -0 22 39.9
 AJ3854;UTM  12      - 3,724,718.750   351,791.772   MT  0.99987080   -0 53 09.1
 AJ3854
 AJ3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3854!SPC AZ C     -   0.99992256  x   0.99994926  =   0.99987183
 AJ3854!UTM  12      -   0.99992256  x   0.99987080  =   0.99979337
 AJ3854
 AJ3854                          SUPERSEDED SURVEY CONTROL
 AJ3854
 AJ3854  NAD 83(1992)-  33 39 07.24839(N)    112 35 53.95981(W) AD(       ) B
 AJ3854  ELLIP H (04/12/01)  493.314  (m)                       GP(       ) 3 2
 AJ3854
 AJ3854.Superseded values are not recommended for survey control.
 AJ3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3854.See file dsdata.txt to determine how the superseded data were derived.
 AJ3854
 AJ3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5179224719(NAD 83)
 AJ3854_MARKER: I = METAL ROD
 AJ3854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3854_STAMPING: 4GG2 1999
 AJ3854_MARK LOGO: MCDOT 
 AJ3854_PROJECTION: FLUSH
 AJ3854_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3854+STABILITY: POSITION/ELEVATION WELL
 AJ3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3854+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3854_ROD/PIPE-DEPTH:  3.1 meters
 AJ3854_SLEEVE-DEPTH  :  0.8 meters
 AJ3854
 AJ3854  HISTORY     - Date     Condition        Report By
 AJ3854  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3854
 AJ3854                          STATION DESCRIPTION
 AJ3854
 AJ3854'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3854'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF THE CITY OF
 AJ3854'SURPRISE, TOWNSHIP 4 NORTH, RANGE 3 WEST, SECTION 32
 AJ3854'OWNERSHIP - MARICOPA COUNTY
 AJ3854'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 303 AND BELL
 AJ3854'ROAD, DRIVE WEST ON BELL ROAD 10.2 MI (16.4 KM) TO AN UNMARKED DIRT
 AJ3854'ROAD ON THE LEFT BEING 0.6 MI (1.0 KM) WEST OF MILEPOST 125, THENCE
 AJ3854'TURN LEFT (SOUTH) ONTO THE DIRT ROAD AND DRIVE SOUTHWESTERLY 1.0 MI
 AJ3854'(1.6 KM) TO AN UNMARKED DIRT ROAD RUNNING NORTHWEST-SOUTHEAST, THENCE
 AJ3854'TURN LEFT ONTO THE DIRT ROAD AND DRIVE SOUTHEASTERLY ON THE DIRT ROAD
 AJ3854'0.1 MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT, THENCE TURN LEFT
 AJ3854'ONTO THE DIRT ROAD AND DRIVE NORTHEASTERLY 0.4 MI (0.6 KM) TO THE
 AJ3854'STATION 15 FT (4.6 M) TO THE RIGHT OF THE DIRT ROAD
 AJ3854'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3854'COMPRESSED ON A 10.1 FT (3.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3854'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3854'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GG2 1999, SURROUNDED WITH A
 AJ3854'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3854'MARKER
 AJ3854'STATION TIES -
 AJ3854'15 FT (4.6 M) EAST OF THE DIRT ROAD
 AJ3854'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3854'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3853 ***********************************************************************
 AJ3853  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3853  DESIGNATION -  4GI2
 AJ3853  PID         -  AJ3853
 AJ3853  STATE/COUNTY-  AZ/MARICOPA
 AJ3853  USGS QUAD   -  DAGGS TANK (1988)
 AJ3853
 AJ3853                         *CURRENT SURVEY CONTROL
 AJ3853  ___________________________________________________________________
 AJ3853* NAD 83(2007)-  33 38 13.13948(N)    112 42 45.70349(W)     ADJUSTED  
 AJ3853* NAVD 88     -       436.43   (meters)    1431.9    (feet)  GPS OBS   
 AJ3853  ___________________________________________________________________
 AJ3853  EPOCH DATE  -        2007.00
 AJ3853  X           -  -2,052,565.722 (meters)                     COMP
 AJ3853  Y           -  -4,903,763.996 (meters)                     COMP
 AJ3853  Z           -   3,513,218.788 (meters)                     COMP
 AJ3853  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 AJ3853  ELLIP HEIGHT-         406.088 (meters)          (02/10/07) ADJUSTED
 AJ3853  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3853
 AJ3853  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3853  Type    PID    Designation                      North   East  Ellip
 AJ3853  -------------------------------------------------------------------
 AJ3853  NETWORK AJ3853 4GI2                              0.73   0.65   1.08
 AJ3853  -------------------------------------------------------------------
 AJ3853
 AJ3853.The horizontal coordinates were established by GPS observations
 AJ3853.and adjusted by the National Geodetic Survey in February 2007.
 AJ3853
 AJ3853.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3853.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3853.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3853.The epoch date for horizontal control is a decimal equivalence
 AJ3853.of Year/Month/Day.
 AJ3853
 AJ3853.The orthometric height was determined by GPS observations and a
 AJ3853.high-resolution geoid model.
 AJ3853.The orthometric height was determined by GPS observations and a
 AJ3853.high-resolution geoid model using precise GPS observation and
 AJ3853.processing techniques.
 AJ3853
 AJ3853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3853
 AJ3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3853
 AJ3853.The ellipsoidal height was determined by GPS observations
 AJ3853.and is referenced to NAD 83.
 AJ3853
 AJ3853.The geoid height was determined by GEOID03.
 AJ3853
 AJ3853;                    North         East     Units Scale Factor Converg.
 AJ3853;SPC AZ C     -   292,676.540   139,514.161   MT  0.99996721   -0 26 27.5
 AJ3853;SPC AZ C     -   960,224.87    457,723.63   iFT  0.99996721   -0 26 27.5
 AJ3853;UTM  12      - 3,723,221.886   341,157.454   MT  0.99991106   -0 56 56.1
 AJ3853
 AJ3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3853!SPC AZ C     -   0.99993625  x   0.99996721  =   0.99990346
 AJ3853!UTM  12      -   0.99993625  x   0.99991106  =   0.99984732
 AJ3853
 AJ3853                          SUPERSEDED SURVEY CONTROL
 AJ3853
 AJ3853  NAD 83(1992)-  33 38 13.13867(N)    112 42 45.70309(W) AD(       ) B
 AJ3853  ELLIP H (04/12/01)  406.114  (m)                       GP(       ) 3 2
 AJ3853
 AJ3853.Superseded values are not recommended for survey control.
 AJ3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3853.See file dsdata.txt to determine how the superseded data were derived.
 AJ3853
 AJ3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4115723222(NAD 83)
 AJ3853_MARKER: I = METAL ROD
 AJ3853_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3853+WITH SETTING: INFORMATION.
 AJ3853_STAMPING: 4GI2 1999
 AJ3853_MARK LOGO: MCDOT 
 AJ3853_PROJECTION: FLUSH
 AJ3853_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3853+STABILITY: POSITION/ELEVATION WELL
 AJ3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3853+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3853_ROD/PIPE-DEPTH:  2.3 meters
 AJ3853_SLEEVE-DEPTH  :  0.8 meters
 AJ3853
 AJ3853  HISTORY     - Date     Condition        Report By
 AJ3853  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3853
 AJ3853                          STATION DESCRIPTION
 AJ3853
 AJ3853'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3853'THE STATION IS LOCATED ABOUT 19.5 MI (31.4 KM) NORTHWEST OF THE TOWN
 AJ3853'OF BUCKEYE, TOWNSHIP 3 NORTH, RANGE 5 WEST, SECTION 1
 AJ3853'OWNERSHIP - STATE LAND DEPT
 AJ3853'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND THE SUN
 AJ3853'VALLEY PARKWAY AT EXIT 109, DRIVE NORTH ON SUN VALLEY PARKWAY 13.7 MI
 AJ3853'(22.0 KM) TO AN UNMARKED GRAVEL ROAD ON THE LEFT BEING 0.1 MI (0.2 KM)
 AJ3853'NORTH OF MILEPOST 118, THENCE TURN LEFT (WEST) ONTO THE GRAVEL ROAD
 AJ3853'OVER A CATTLE GUARD IN THE ROAD AND DRIVE WESTERLY 0.7 MI (1.1 KM) TO
 AJ3853'GATE AND ANOTHER CATTLE GUARD, THENCE CONTINUE THROUGH THE GATE AND
 AJ3853'DRIVE WESTERLY ON THE GRAVEL ROAD 0.1 MI (0.2 KM) TO A Y IN THE ROAD,
 AJ3853'THENCE VEER TO THE LEFT ONTO A UNMARKED DIRT ROAD AND DRIVE
 AJ3853'SOUTHWESTERLY 0.2 MI (0.3 KM) TO AN OPENING IN A BARBED WIRE FENCE,
 AJ3853'THENCE CONTINUE DRIVING SOUTHWESTERLY ON THE DIRT ROAD 0.3 MI (0.5 KM)
 AJ3853'TO A Y IN THE ROAD, THENCE VEER TO THE RIGHT ONTO AN UNMARKED DIRT
 AJ3853'ROAD AND DRIVE 0.2 MI (0.3 KM) (YOU WILL DRIVE UNDER A TRANSMISSION
 AJ3853'TOWER) NORTHWESTERLY TO A BARBED WIRE FENCE, THE STATION WILL BE
 AJ3853'DIRECTLY WEST 75 FT (22.9 M) ON THE OTHER SIDE OF THE BARBED WIRE
 AJ3853'FENCE ON A KNOLL OVERLOOKING THE HASSAYAMPA RIVER
 AJ3853'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3853'COMPRESSED ON A 7.5 FT (2.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3853'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3853'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GI2 1999, SURROUNDED WITH A
 AJ3853'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3853'MARKER
 AJ3853'STATION TIES -
 AJ3853'75 FT (22.9 M) WEST OF A BARBED WIRE FENCE
 AJ3853'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3853'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3586 ***********************************************************************
 AJ3586  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3586  DESIGNATION -  4GK2
 AJ3586  PID         -  AJ3586
 AJ3586  STATE/COUNTY-  AZ/MARICOPA
 AJ3586  USGS QUAD   -  STAR WELL (1989)
 AJ3586
 AJ3586                         *CURRENT SURVEY CONTROL
 AJ3586  ___________________________________________________________________
 AJ3586* NAD 83(2007)-  33 38 20.66017(N)    112 49 28.71628(W)     ADJUSTED  
 AJ3586* NAVD 88     -       455.06   (meters)    1493.0    (feet)  GPS OBS   
 AJ3586  ___________________________________________________________________
 AJ3586  EPOCH DATE  -        2007.00
 AJ3586  X           -  -2,062,099.247 (meters)                     COMP
 AJ3586  Y           -  -4,899,640.080 (meters)                     COMP
 AJ3586  Z           -   3,513,421.951 (meters)                     COMP
 AJ3586  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AJ3586  ELLIP HEIGHT-         424.570 (meters)          (02/10/07) ADJUSTED
 AJ3586  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3586
 AJ3586  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3586  Type    PID    Designation                      North   East  Ellip
 AJ3586  -------------------------------------------------------------------
 AJ3586  NETWORK AJ3586 4GK2                              0.67   0.59   0.98
 AJ3586  -------------------------------------------------------------------
 AJ3586
 AJ3586.The horizontal coordinates were established by GPS observations
 AJ3586.and adjusted by the National Geodetic Survey in February 2007.
 AJ3586
 AJ3586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3586.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3586.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3586.The epoch date for horizontal control is a decimal equivalence
 AJ3586.of Year/Month/Day.
 AJ3586
 AJ3586.The orthometric height was determined by GPS observations and a
 AJ3586.high-resolution geoid model.
 AJ3586.The orthometric height was determined by GPS observations and a
 AJ3586.high-resolution geoid model using precise GPS observation and
 AJ3586.processing techniques.
 AJ3586
 AJ3586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3586
 AJ3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3586
 AJ3586.The ellipsoidal height was determined by GPS observations
 AJ3586.and is referenced to NAD 83.
 AJ3586
 AJ3586.The geoid height was determined by GEOID03.
 AJ3586
 AJ3586;                    North         East     Units Scale Factor Converg.
 AJ3586;SPC AZ C     -   292,993.793   129,130.707   MT  0.99998744   -0 30 10.8
 AJ3586;SPC AZ C     -   961,265.73    423,657.18   iFT  0.99998744   -0 30 10.8
 AJ3586;UTM  12      - 3,723,631.165   330,777.691   MT  0.99995304   -1 00 39.7
 AJ3586
 AJ3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3586!SPC AZ C     -   0.99993335  x   0.99998744  =   0.99992079
 AJ3586!UTM  12      -   0.99993335  x   0.99995304  =   0.99988639
 AJ3586
 AJ3586                          SUPERSEDED SURVEY CONTROL
 AJ3586
 AJ3586  NAD 83(1992)-  33 38 20.65934(N)    112 49 28.71589(W) AD(       ) B
 AJ3586  ELLIP H (04/12/01)  424.599  (m)                       GP(       ) 3 2
 AJ3586
 AJ3586.Superseded values are not recommended for survey control.
 AJ3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3586.See file dsdata.txt to determine how the superseded data were derived.
 AJ3586
 AJ3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3077823631(NAD 83)
 AJ3586_MARKER: I = METAL ROD
 AJ3586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3586+WITH SETTING: INFORMATION.
 AJ3586_STAMPING: 4GK2 1999
 AJ3586_MARK LOGO: MCDOT 
 AJ3586_PROJECTION: FLUSH
 AJ3586_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3586+STABILITY: POSITION/ELEVATION WELL
 AJ3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3586+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3586_ROD/PIPE-DEPTH:  2.3 meters
 AJ3586_SLEEVE-DEPTH  :  0.8 meters
 AJ3586
 AJ3586  HISTORY     - Date     Condition        Report By
 AJ3586  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3586
 AJ3586                          STATION DESCRIPTION
 AJ3586
 AJ3586'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3586'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3586'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 36
 AJ3586'OWNERSHIP - STATE OF ARIZONA LAND
 AJ3586'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3586'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3586'(EXIT 103) , TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE 2.1 MI
 AJ3586'(3.4 KM) TO AN INTERSECTION OF INDIAN SCHOOL ROAD, THENCE TURN LEFT
 AJ3586'(WEST) ON TO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO AN
 AJ3586'INTERSECTION OF 355TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 355TH
 AJ3586'AVENUE AND DRIVE 10.4 MI (16.7 KM) TO A UNMARKED DIRT ROAD ON RIGHT
 AJ3586'(EAST) SIDE, SAID UNMARKED DIRT ROAD ALSO BEING 0.4 MI (0.6 KM) NORTH
 AJ3586'OF MILEPOST 10 AND 100 FT NORTH OF SMALL WASH (NOTE 355TH AVENUE TURNS
 AJ3586'INTO WICKENBURG HIGHWAY ABOUT 4 MI NORTH OF INDIAN SCHOOL ROAD),
 AJ3586'THENCE TURN RIGHT (EAST) ON TO UNMARKED DIRT ROAD AND DRIVE EAST
 AJ3586'SOUTHEAST FOR 0.1 MI (0.16 KM) TO A BARBED WIRE FENCE ON THE RIGHT
 AJ3586'(SOUTH) SIDE OF ROAD, THENCE CONTINUE EAST ON UNMARKED DIRT ROAD
 AJ3586'DRIVING 10 FT NORTH OF BARBED WIRE FENCE AND TO THE NORTH AND PAST
 AJ3586'MITCHELL TANK WATERING HOLE FOR 0.2 MI (0.3 KM) TO A BEND IN ROAD,
 AJ3586'THENCE BEAR RIGHT (SOUTH) AND CONTINUE ON UNMARKED DIRT ROAD FOR 0.1
 AJ3586'MI (0.2 KM) TO A BEND IN ROAD, THENCE BEAR LEFT (EAST) AROUND BEND AND
 AJ3586'DRIVE FOR 0.1 MI (0.2 KM) (PASSING A G.L.O.  BRASS CAP AND A U.S.
 AJ3586'DEPT OF THE INTERIOR BENCHMARK BRASS CAP IN CONCRETE LOCATED 5 FT (1.5
 AJ3586'M) APART ON THE WEST SIDE OF DIRT ROAD) AND TO THE STATION AS
 AJ3586'DESCRIBED
 AJ3586'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3586'COMPRESSED ON A 7.7 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3586'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3586'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GK2 1999, SURROUNDED
 AJ3586'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3586'CARSONITE MARKER
 AJ3586'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3586'0.14 MI (0.23 KM) - EAST OF MITCHELL TANK (WATERING HOLE) 230 FT (70.1
 AJ3586'M) - EAST OF BARBED WIRE FENCE ON THE EAST SIDE OF MITCHELL TANK
 AJ3586'230 FT (70.1 M) - EAST OF BARBED WIRE FIRE
 AJ3586'94 FT (28.7 M) - NORTHWEST OF S 1/4 COR SEC 36 GLO BRASS CAP (IN WHICH
 AJ3586'THE S 1/4 COR SEC 36 GLO BRASS CAP IS 5 FT WEST OF A U.S. DEPARTMENT
 AJ3586'OF THE INTERIOR BENCHMARK BRASS CAP IN CONCRETE (HY R-69)
 AJ3586'3 FT (0.9 M) - NORTHWEST OF CARSONITE WITNESS POST
 AJ3586'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3586'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3587 ***********************************************************************
 AJ3587  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3587  DESIGNATION -  4GM5
 AJ3587  PID         -  AJ3587
 AJ3587  STATE/COUNTY-  AZ/MARICOPA
 AJ3587  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 AJ3587
 AJ3587                         *CURRENT SURVEY CONTROL
 AJ3587  ___________________________________________________________________
 AJ3587* NAD 83(2007)-  33 38 47.71646(N)    112 55 23.21195(W)     ADJUSTED  
 AJ3587* NAVD 88     -       628.67   (meters)    2062.6    (feet)  GPS OBS   
 AJ3587  ___________________________________________________________________
 AJ3587  EPOCH DATE  -        2007.00
 AJ3587  X           -  -2,070,393.319 (meters)                     COMP
 AJ3587  Y           -  -4,895,796.528 (meters)                     COMP
 AJ3587  Z           -   3,514,212.149 (meters)                     COMP
 AJ3587  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AJ3587  ELLIP HEIGHT-         598.140 (meters)          (02/10/07) ADJUSTED
 AJ3587  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AJ3587
 AJ3587  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3587  Type    PID    Designation                      North   East  Ellip
 AJ3587  -------------------------------------------------------------------
 AJ3587  NETWORK AJ3587 4GM5                              0.63   0.53   0.92
 AJ3587  -------------------------------------------------------------------
 AJ3587
 AJ3587.The horizontal coordinates were established by GPS observations
 AJ3587.and adjusted by the National Geodetic Survey in February 2007.
 AJ3587
 AJ3587.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3587.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3587.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3587.The epoch date for horizontal control is a decimal equivalence
 AJ3587.of Year/Month/Day.
 AJ3587
 AJ3587.The orthometric height was determined by GPS observations and a
 AJ3587.high-resolution geoid model.
 AJ3587.The orthometric height was determined by GPS observations and a
 AJ3587.high-resolution geoid model using precise GPS observation and
 AJ3587.processing techniques.
 AJ3587
 AJ3587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3587
 AJ3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3587
 AJ3587.The ellipsoidal height was determined by GPS observations
 AJ3587.and is referenced to NAD 83.
 AJ3587
 AJ3587.The geoid height was determined by GEOID03.
 AJ3587
 AJ3587;                    North         East     Units Scale Factor Converg.
 AJ3587;SPC AZ C     -   293,911.915   120,003.718   MT  1.00000741   -0 33 27.7
 AJ3587;SPC AZ C     -   964,277.94    393,712.99   iFT  1.00000741   -0 33 27.7
 AJ3587;UTM  12      - 3,724,630.158   321,659.429   MT  0.99999212   -1 03 56.9
 AJ3587
 AJ3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3587!SPC AZ C     -   0.99990611  x   1.00000741  =   0.99991352
 AJ3587!UTM  12      -   0.99990611  x   0.99999212  =   0.99989823
 AJ3587
 AJ3587                          SUPERSEDED SURVEY CONTROL
 AJ3587
 AJ3587  NAD 83(1992)-  33 38 47.71559(N)    112 55 23.21157(W) AD(       ) B
 AJ3587  ELLIP H (04/12/01)  598.170  (m)                       GP(       ) 3 2
 AJ3587
 AJ3587.Superseded values are not recommended for survey control.
 AJ3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3587.See file dsdata.txt to determine how the superseded data were derived.
 AJ3587
 AJ3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2165924630(NAD 83)
 AJ3587_MARKER: I = METAL ROD
 AJ3587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3587+WITH SETTING: INFORMATION.
 AJ3587_STAMPING: 4GM5 1999
 AJ3587_MARK LOGO: MCDOT 
 AJ3587_PROJECTION: FLUSH
 AJ3587_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3587+STABILITY: POSITION/ELEVATION WELL
 AJ3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3587+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3587_ROD/PIPE-DEPTH:  2.1 meters
 AJ3587_SLEEVE-DEPTH  :  0.8 meters
 AJ3587
 AJ3587  HISTORY     - Date     Condition        Report By
 AJ3587  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3587
 AJ3587                          STATION DESCRIPTION
 AJ3587
 AJ3587'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3587'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3587'PHOENIX, TOWNSHIP 04 NORTH, RANGE 07 WEST, SECTION 36
 AJ3587'OWNERSHIP - STATE OF ARIZONA LAND DEPARTMENT
 AJ3587'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3587'10, DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO 339TH AVENUE
 AJ3587'(EXIT 103) , THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3587'2.1 MI (3.4 KM) TO AN INTERSECTION OF INDIAN SCHOOL ROAD, THENCE TURN
 AJ3587'LEFT (WEST) ON TO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO AN
 AJ3587'INTERSECTION OF 355TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 355TH
 AJ3587'AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3587'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3587'HIGHWAY (CROSSING A SMALL WASH LOCATED 0.4 MILES (0.6 KM) NORTH OF
 AJ3587'MILE POST 10) FOR 16.7 MI (26.9 KM) TO AN INTERSECTION OF VULTURE MINE
 AJ3587'ROAD AND WICKENBURG HIGHWAY, THENCE TURN LEFT (SOUTHWEST) ON TO
 AJ3587'VULTURE MINE ROAD AND DRIVE 0.2 MI (0.3 KM) TO JACKRABBIT WASH, THENCE
 AJ3587'CONTINUE SOUTHWEST ON VULTURE MINE ROAD FOR 0.9 MI (1.4 KM) TO AN
 AJ3587'UNNAMED WASH, THENCE CONTINUE SOUTH FOR 0.5 MI (0.8 KM) TO COYOTE
 AJ3587'WASH, THENCE CONTINUE SOUTH FOR 0.8 MI (1.3 KM) TO BLUE WASH, THENCE
 AJ3587'CONTINUE SOUTH FOR 0.2 MI (0.3 KM) TO A BARBED WIRE FENCE WITH A
 AJ3587'CATTLE GUARD, THENCE CONTINUE SOUTH FOR 0.9 MI (1.4 KM) TO BEER BOTTLE
 AJ3587'WASH, THENCE CONTINUE SOUTH FOR 0.7 MI (1.1 KM) TO A CORRAL AND
 AJ3587'WINDMILL 0.1 MI (0.2 KM) WEST OF ROAD, THENCE CONTINUE SOUTH FOR 1.0
 AJ3587'MI (1.6 KM) TO THE BELMONT MOUNTAINS, THENCE TURN LEFT (EAST) ON TO A
 AJ3587'DIRT TRAIL RUNNING BETWEEN 2 PEAKS AND DRIVE FOR 0.1 MI (0.2 KM) AND
 AJ3587'PARK, THENCE HIKE NORTHEAST 300 FT (91.4 M) TO THE TOP OF THE FIRST
 AJ3587'PEAK  (AT 5.8 MI (9.3 KM) FROM WICKENBURG HIGHWAY) AND TO THE STATION
 AJ3587'AS DESCRIBED
 AJ3587'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3587'COMPRESSED ON A 7 FOOT (2.13 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3587'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3587'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GM5 1999, SURROUNDED WITH A
 AJ3587'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3587'MARKER
 AJ3587'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3587'5.8 MI (9.3 KM) - SOUTHWEST OF THE INTERSECTION OF VULTURE MINE ROAD
 AJ3587'AND WICKENBURG HIGHWAY
 AJ3587'1.0 MI (1.6 KM) - SOUTHEAST OF A CORRAL AND WINDMILL ON THE WEST SIDE
 AJ3587'OF ROAD
 AJ3587'300 FT (91.4 M) - NORTH NORTHEAST TO THE TOP OF FIRST PEAK OF BELMONT
 AJ3587'MOUNTAINS
 AJ3587'2 FT (0.6 M) - NORTH OF CARSONITE WITNESS POST
 AJ3587'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3587'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3588 ***********************************************************************
 AJ3588  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3588  DESIGNATION -  4GO3
 AJ3588  PID         -  AJ3588
 AJ3588  STATE/COUNTY-  AZ/MARICOPA
 AJ3588  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3588
 AJ3588                         *CURRENT SURVEY CONTROL
 AJ3588  ___________________________________________________________________
 AJ3588* NAD 83(2007)-  33 38 09.75590(N)    113 00 51.18520(W)     ADJUSTED  
 AJ3588* NAVD 88     -       549.52   (meters)    1802.9    (feet)  GPS OBS   
 AJ3588  ___________________________________________________________________
 AJ3588  EPOCH DATE  -        2007.00
 AJ3588  X           -  -2,078,402.845 (meters)                     COMP
 AJ3588  Y           -  -4,893,033.973 (meters)                     COMP
 AJ3588  Z           -   3,513,194.468 (meters)                     COMP
 AJ3588  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3588  ELLIP HEIGHT-         518.884 (meters)          (02/10/07) ADJUSTED
 AJ3588  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AJ3588
 AJ3588  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3588  Type    PID    Designation                      North   East  Ellip
 AJ3588  -------------------------------------------------------------------
 AJ3588  NETWORK AJ3588 4GO3                              0.63   0.55   0.94
 AJ3588  -------------------------------------------------------------------
 AJ3588
 AJ3588.The horizontal coordinates were established by GPS observations
 AJ3588.and adjusted by the National Geodetic Survey in February 2007.
 AJ3588
 AJ3588.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3588.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3588.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3588.The epoch date for horizontal control is a decimal equivalence
 AJ3588.of Year/Month/Day.
 AJ3588
 AJ3588.The orthometric height was determined by GPS observations and a
 AJ3588.high-resolution geoid model.
 AJ3588.The orthometric height was determined by GPS observations and a
 AJ3588.high-resolution geoid model using precise GPS observation and
 AJ3588.processing techniques.
 AJ3588
 AJ3588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3588
 AJ3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3588
 AJ3588.The ellipsoidal height was determined by GPS observations
 AJ3588.and is referenced to NAD 83.
 AJ3588
 AJ3588.The geoid height was determined by GEOID03.
 AJ3588
 AJ3588;                    North         East     Units Scale Factor Converg.
 AJ3588;SPC AZ C     -   292,828.367   111,540.306   MT  1.00002777   -0 36 28.8
 AJ3588;SPC AZ C     -   960,722.99    365,945.89   iFT  1.00002777   -0 36 28.8
 AJ3588;UTM  12      - 3,723,621.710   313,186.795   MT  1.00003026   -1 06 57.7
 AJ3588
 AJ3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3588!SPC AZ C     -   0.99991855  x   1.00002777  =   0.99994631
 AJ3588!UTM  12      -   0.99991855  x   1.00003026  =   0.99994880
 AJ3588
 AJ3588                          SUPERSEDED SURVEY CONTROL
 AJ3588
 AJ3588  NAD 83(1992)-  33 38 09.75497(N)    113 00 51.18482(W) AD(       ) B
 AJ3588  ELLIP H (04/12/01)  518.913  (m)                       GP(       ) 3 2
 AJ3588
 AJ3588.Superseded values are not recommended for survey control.
 AJ3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3588.See file dsdata.txt to determine how the superseded data were derived.
 AJ3588
 AJ3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1318723622(NAD 83)
 AJ3588_MARKER: I = METAL ROD
 AJ3588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3588+WITH SETTING: INFORMATION.
 AJ3588_STAMPING: 4GO3 1999
 AJ3588_MARK LOGO: MCDOT 
 AJ3588_PROJECTION: FLUSH
 AJ3588_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3588+STABILITY: POSITION/ELEVATION WELL
 AJ3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3588+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3588_ROD/PIPE-DEPTH:  2.4 meters
 AJ3588_SLEEVE-DEPTH  :  0.8 meters
 AJ3588
 AJ3588  HISTORY     - Date     Condition        Report By
 AJ3588  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3588
 AJ3588                          STATION DESCRIPTION
 AJ3588
 AJ3588'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3588'THE STATION IS LOCATED ABOUT 51.3 MI (82.6 KM) WEST OF THE CITY OF
 AJ3588'PHOENIX, TOWNSHIP 03 NORTH, RANGE 07 WEST, SECTION 06
 AJ3588'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3588'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3588'10, DRIVE WEST ON INTERSTATE 10 FOR 51.3 MI (82.6 KM) TO 411TH AVENUE
 AJ3588'(EXIT 94) ,THENCE TURN RIGHT (NORTH) ON TO 411TH AVENUE AND DRIVE 1.75
 AJ3588'MI (2.82 KM) TO BETHANY HOME ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3588'BETHANY HOME ROAD AND DRIVE 1.5 MI (2.4 KM) TO A DIRT ROAD ON THE
 AJ3588'NORTH SIDE OF BETHANY HOME ROAD, THENCE TURN RIGHT (NORTH) ON TO DIRT
 AJ3588'ROAD AND DRIVE 0.5 MI (0.8 KM) BEARING NORTHWEST, THENCE CONTINUE
 AJ3588'NORTHWEST ON DIRT ROAD FOR 2.7 MI (4.3 KM) AND CROSS BRIDGE OVER
 AJ3588'C.A.P.  AQUEDUCT, THENCE CONTINUE NORTHWESTERLY ON DIRT ROAD FOR 3.6
 AJ3588'MI (5.8 KM) TO A FORK IN ROAD , THENCE BEAR LEFT AT FORK AND CONTINUE
 AJ3588'FOR 1.9 MI (3.1 KM) , PARK VEHICLE ON THE WEST SIDE OF DIRT ROAD AND
 AJ3588'WALK 30 FT (9.1 M) WEST AND TO THE STATION AS DESCRIBED
 AJ3588'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3588'COMPRESSED ON A 8 FOOT (2.4 M) STAINLESS STEEL ROAD DRIVEN TO REFUSAL,
 AJ3588'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3588'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GO3 1999, SURROUNDED WITH A
 AJ3588'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3588'MARKER
 AJ3588'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3588'10.4 MI (16.7 KM) - NORTH OF INTERSTATE 10
 AJ3588'5.9 MI (9.5 KM) - WEST/NORTHWEST OF STATION NUMBER 4FN3
 AJ3588'30 FT (9.1 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3588'1 FT (0.3 M) - EAST OF CARSONITE WITNESS POST
 AJ3588'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3588'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3589 ***********************************************************************
 AJ3589  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3589  DESIGNATION -  4GQ3
 AJ3589  PID         -  AJ3589
 AJ3589  STATE/COUNTY-  AZ/MARICOPA
 AJ3589  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3589
 AJ3589                         *CURRENT SURVEY CONTROL
 AJ3589  ___________________________________________________________________
 AJ3589* NAD 83(2007)-  33 38 30.60824(N)    113 06 15.34335(W)     ADJUSTED  
 AJ3589* NAVD 88     -       585.72   (meters)    1921.6    (feet)  GPS OBS   
 AJ3589  ___________________________________________________________________
 AJ3589  EPOCH DATE  -        2007.00
 AJ3589  X           -  -2,085,962.137 (meters)                     COMP
 AJ3589  Y           -  -4,889,461.915 (meters)                     COMP
 AJ3589  Z           -   3,513,749.429 (meters)                     COMP
 AJ3589  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AJ3589  ELLIP HEIGHT-         555.059 (meters)          (02/10/07) ADJUSTED
 AJ3589  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AJ3589
 AJ3589  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3589  Type    PID    Designation                      North   East  Ellip
 AJ3589  -------------------------------------------------------------------
 AJ3589  NETWORK AJ3589 4GQ3                              0.69   0.61   1.00
 AJ3589  -------------------------------------------------------------------
 AJ3589
 AJ3589.The horizontal coordinates were established by GPS observations
 AJ3589.and adjusted by the National Geodetic Survey in February 2007.
 AJ3589
 AJ3589.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3589.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3589.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3589.The epoch date for horizontal control is a decimal equivalence
 AJ3589.of Year/Month/Day.
 AJ3589
 AJ3589.The orthometric height was determined by GPS observations and a
 AJ3589.high-resolution geoid model.
 AJ3589.The orthometric height was determined by GPS observations and a
 AJ3589.high-resolution geoid model using precise GPS observation and
 AJ3589.processing techniques.
 AJ3589
 AJ3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3589
 AJ3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3589
 AJ3589.The ellipsoidal height was determined by GPS observations
 AJ3589.and is referenced to NAD 83.
 AJ3589
 AJ3589.The geoid height was determined by GEOID03.
 AJ3589
 AJ3589;                    North         East     Units Scale Factor Converg.
 AJ3589;SPC AZ C     -   293,563.105   103,193.873   MT  1.00004958   -0 39 28.8
 AJ3589;SPC AZ C     -   963,133.55    338,562.58   iFT  1.00004958   -0 39 28.8
 AJ3589;UTM  12      - 3,724,430.440   304,847.112   MT  1.00006954   -1 09 58.1
 AJ3589
 AJ3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3589!SPC AZ C     -   0.99991287  x   1.00004958  =   0.99996244
 AJ3589!UTM  12      -   0.99991287  x   1.00006954  =   0.99998240
 AJ3589
 AJ3589                          SUPERSEDED SURVEY CONTROL
 AJ3589
 AJ3589  NAD 83(1992)-  33 38 30.60727(N)    113 06 15.34299(W) AD(       ) B
 AJ3589  ELLIP H (04/12/01)  555.086  (m)                       GP(       ) 3 2
 AJ3589
 AJ3589.Superseded values are not recommended for survey control.
 AJ3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3589.See file dsdata.txt to determine how the superseded data were derived.
 AJ3589
 AJ3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0484724430(NAD 83)
 AJ3589_MARKER: DD = SURVEY DISK
 AJ3589_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3589_STAMPING: 4GQ3 1999
 AJ3589_MARK LOGO: MCDOT 
 AJ3589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3589+STABILITY: POSITION/ELEVATION WELL
 AJ3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3589+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3589
 AJ3589  HISTORY     - Date     Condition        Report By
 AJ3589  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3589
 AJ3589                          STATION DESCRIPTION
 AJ3589
 AJ3589'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3589'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3589'PHOENIX, TOWNSHIP 04 NORTH, RANGE 08 WEST, SECTION 32
 AJ3589'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3589'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3589'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3589'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3589'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3589'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD
 AJ3589'BETWEEN MP 3 AND MP 4, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD 0.4 MI
 AJ3589'(0.6 KM) TO A FORK IN ROAD WITH A WATER TANK AND CORRAL ON THE NORTH
 AJ3589'SIDE, THENCE BEAR RIGHT (EAST) AT FORK AND CONTINUE EAST FOR 1.9 MI
 AJ3589'(3.1 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT AT FORK AND CONTINUE 3.1
 AJ3589'MI (5.0 KM) TO ANOTHER FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3589'DRIVE 0.3 MI (0.5 KM) TO ANOTHER FORK IN ROAD WITH A WINDMILL AND
 AJ3589'WATER TANK ON SOUTH SIDE, THENCE BEAR LEFT AT FORK AND CONTINUE EAST
 AJ3589'FOR 2.1 MI (3.4 KM) TO A RIDGE (STATION 4GR3 LOCATED AT TOP OF RIDGE
 AJ3589'ON SOUTH SIDE OF DIRT ROAD, THENCE CROSS RIDGE AND CONTINUE EAST FOR
 AJ3589'1.4 MI (2.3 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3589'CONTINUE EAST FOR 1.8 MI (2.9 KM) TO A BAD WASH THAT REQUIRES 4 WHEEL
 AJ3589'DRIVE TO CROSS, THENCE CONTINUE EAST FOR 2.2 MI (3.5 KM) , PARK
 AJ3589'VEHICLE AND WALK 33 FT (10.1 M) SOUTH OF DIRT ROAD AND TO THE STATION
 AJ3589'AS DESCRIBED
 AJ3589'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3589'COUNTY D.O.T.  BRASS DISK, STAMPED 4GQ3 1999, SET IN A ROCK OUTCROP, 2
 AJ3589'FT (0.6 M) NORTH OF WHITE CARSONITE MARKER
 AJ3589'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3589'13.1 MI (21.1 KM) - EAST OF EAGLE EYE ROAD
 AJ3589'10.9 MI (17.5 KM) - NORTH WEST OF MILE POST 89 (ON THE NORTH SIDE OF
 AJ3589'THE WESTBOUND INTERSTATE 10 LANES) 5.4 MI (8.7 KM) - EAST OF RIDGE
 AJ3589'CROSSING DIRT ROAD
 AJ3589'0.5 MI (0.8 KM) - EAST OF A CORRAL ON SOUTH SIDE OF DIRT ROAD 1.7
 AJ3589'MILES (2.7 KM) FROM BAD WASH
 AJ3589'33 FT (10.1 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3589'2 FT (0.6 M) - NORTH OF WHITE CARSONITE MARKER
 AJ3589'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3589'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3590 ***********************************************************************
 AJ3590  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3590  DESIGNATION -  4GR3
 AJ3590  PID         -  AJ3590
 AJ3590  STATE/COUNTY-  AZ/MARICOPA
 AJ3590  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3590
 AJ3590                         *CURRENT SURVEY CONTROL
 AJ3590  ___________________________________________________________________
 AJ3590* NAD 83(2007)-  33 40 07.22208(N)    113 10 44.94148(W)     ADJUSTED  
 AJ3590* NAVD 88     -       582.24   (meters)    1910.2    (feet)  GPS OBS   
 AJ3590  ___________________________________________________________________
 AJ3590  EPOCH DATE  -        2007.00
 AJ3590  X           -  -2,091,700.609 (meters)                     COMP
 AJ3590  Y           -  -4,885,212.008 (meters)                     COMP
 AJ3590  Z           -   3,516,225.474 (meters)                     COMP
 AJ3590  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AJ3590  ELLIP HEIGHT-         551.596 (meters)          (02/10/07) ADJUSTED
 AJ3590  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AJ3590
 AJ3590  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3590  Type    PID    Designation                      North   East  Ellip
 AJ3590  -------------------------------------------------------------------
 AJ3590  NETWORK AJ3590 4GR3                              0.63   0.55   0.90
 AJ3590  -------------------------------------------------------------------
 AJ3590
 AJ3590.The horizontal coordinates were established by GPS observations
 AJ3590.and adjusted by the National Geodetic Survey in February 2007.
 AJ3590
 AJ3590.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3590.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3590.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3590.The epoch date for horizontal control is a decimal equivalence
 AJ3590.of Year/Month/Day.
 AJ3590
 AJ3590.The orthometric height was determined by GPS observations and a
 AJ3590.high-resolution geoid model.
 AJ3590.The orthometric height was determined by GPS observations and a
 AJ3590.high-resolution geoid model using precise GPS observation and
 AJ3590.processing techniques.
 AJ3590
 AJ3590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3590
 AJ3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3590
 AJ3590.The ellipsoidal height was determined by GPS observations
 AJ3590.and is referenced to NAD 83.
 AJ3590
 AJ3590.The geoid height was determined by GEOID03.
 AJ3590
 AJ3590;                    North         East     Units Scale Factor Converg.
 AJ3590;SPC AZ C     -   296,622.070    96,282.857   MT  1.00006893   -0 41 60.0
 AJ3590;SPC AZ C     -   973,169.52    315,888.64   iFT  1.00006893   -0 41 60.0
 AJ3590;UTM  12      - 3,727,550.683   297,963.320   MT  1.00010325   -1 12 30.6
 AJ3590
 AJ3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3590!SPC AZ C     -   0.99991341  x   1.00006893  =   0.99998234
 AJ3590!UTM  12      -   0.99991341  x   1.00010325  =   1.00001665
 AJ3590
 AJ3590                          SUPERSEDED SURVEY CONTROL
 AJ3590
 AJ3590  NAD 83(1992)-  33 40 07.22113(N)    113 10 44.94116(W) AD(       ) B
 AJ3590  ELLIP H (04/12/01)  551.624  (m)                       GP(       ) 3 2
 AJ3590
 AJ3590.Superseded values are not recommended for survey control.
 AJ3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3590.See file dsdata.txt to determine how the superseded data were derived.
 AJ3590
 AJ3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9796327551(NAD 83)
 AJ3590_MARKER: I = METAL ROD
 AJ3590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3590+WITH SETTING: INFORMATION.
 AJ3590_STAMPING: 4GR3 1999
 AJ3590_MARK LOGO: MCDOT 
 AJ3590_PROJECTION: FLUSH
 AJ3590_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3590+STABILITY: POSITION/ELEVATION WELL
 AJ3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3590+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3590_ROD/PIPE-DEPTH:  0.8 meters
 AJ3590_SLEEVE-DEPTH  :  0.8 meters
 AJ3590
 AJ3590  HISTORY     - Date     Condition        Report By
 AJ3590  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3590
 AJ3590                          STATION DESCRIPTION
 AJ3590
 AJ3590'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3590'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3590'PHOENIX, TOWNSHIP 04 NORTH, RANGE 09 WEST, SECTION 22
 AJ3590'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3590'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3590'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3590'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3590'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3590'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD
 AJ3590'(DIRT ROAD IS LOCATED BETWEEN MP 3 AND MP 4) ,THENCE TURN RIGHT (EAST)
 AJ3590'ON TO DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO A WATER TANK AND CORRAL
 AJ3590'ON NORTH SIDE OF DIRT ROAD, THENCE CONTINUE EAST ON DIRT ROAD FOR 1.9
 AJ3590'MI (3.1 KM) TO A FORK IN ROAD, THENCE STAY RIGHT AT FORK AND CONTINUE
 AJ3590'EAST ON DIRT ROAD FOR 3.1 MI (5.0 KM) TO ANOTHER FORK IN ROAD, THENCE
 AJ3590'BEAR LEFT AT FORK AND CONTINUE EAST ON DIRT ROAD FOR 0.3 MI (0.5 KM)
 AJ3590'TO A WINDMILL AND WATER TANK ON SOUTH SIDE OF DIRT ROAD, THENCE
 AJ3590'CONTINUE EAST FOR 2.1 MI (3.4 KM) TO A RIDGE CROSSING THE DIRT ROAD
 AJ3590'AND MONUMENT AS DESCRIBED
 AJ3590'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3590'COMPRESSED ON A 2.5 FOOT (0.6 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3590'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3590'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4GR3 1999, SURROUNDED
 AJ3590'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3590'CARSONITE MARKER
 AJ3590'STATION TIES - FURTHEST TO CLOSEST
 AJ3590'7.7 MI (12.4 KM) - EAST OF EAGLE EYE ROAD
 AJ3590'5.4 MI (8.7 KM) - WEST OF STATION NUMBER 4GQ3
 AJ3590'8 FT (2.4 M) - SOUTH OF DIRT ROAD ON TOP OF RIDGE
 AJ3590'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3590'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3590'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3591 ***********************************************************************
 AJ3591  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3591  DESIGNATION -  4GS2
 AJ3591  PID         -  AJ3591
 AJ3591  STATE/COUNTY-  AZ/MARICOPA
 AJ3591  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3591
 AJ3591                         *CURRENT SURVEY CONTROL
 AJ3591  ___________________________________________________________________
 AJ3591* NAD 83(2007)-  33 38 34.58352(N)    113 13 54.90880(W)     ADJUSTED  
 AJ3591* NAVD 88     -       499.84   (meters)    1639.9    (feet)  GPS OBS   
 AJ3591  ___________________________________________________________________
 AJ3591  EPOCH DATE  -        2007.00
 AJ3591  X           -  -2,096,795.829 (meters)                     COMP
 AJ3591  Y           -  -4,884,674.009 (meters)                     COMP
 AJ3591  Z           -   3,513,803.738 (meters)                     COMP
 AJ3591  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AJ3591  ELLIP HEIGHT-         469.024 (meters)          (02/10/07) ADJUSTED
 AJ3591  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AJ3591
 AJ3591  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3591  Type    PID    Designation                      North   East  Ellip
 AJ3591  -------------------------------------------------------------------
 AJ3591  NETWORK AJ3591 4GS2                              0.67   0.63   1.06
 AJ3591  -------------------------------------------------------------------
 AJ3591
 AJ3591.The horizontal coordinates were established by GPS observations
 AJ3591.and adjusted by the National Geodetic Survey in February 2007.
 AJ3591
 AJ3591.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3591.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3591.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3591.The epoch date for horizontal control is a decimal equivalence
 AJ3591.of Year/Month/Day.
 AJ3591
 AJ3591.The orthometric height was determined by GPS observations and a
 AJ3591.high-resolution geoid model.
 AJ3591.The orthometric height was determined by GPS observations and a
 AJ3591.high-resolution geoid model using precise GPS observation and
 AJ3591.processing techniques.
 AJ3591
 AJ3591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3591
 AJ3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3591
 AJ3591.The ellipsoidal height was determined by GPS observations
 AJ3591.and is referenced to NAD 83.
 AJ3591
 AJ3591.The geoid height was determined by GEOID03.
 AJ3591
 AJ3591;                    North         East     Units Scale Factor Converg.
 AJ3591;SPC AZ C     -   293,828.906    91,352.677   MT  1.00008346   -0 43 43.5
 AJ3591;SPC AZ C     -   964,005.60    299,713.51   iFT  1.00008346   -0 43 43.5
 AJ3591;UTM  12      - 3,724,801.263   293,008.356   MT  1.00012824   -1 14 13.0
 AJ3591
 AJ3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3591!SPC AZ C     -   0.99992637  x   1.00008346  =   1.00000983
 AJ3591!UTM  12      -   0.99992637  x   1.00012824  =   1.00005460
 AJ3591
 AJ3591                          SUPERSEDED SURVEY CONTROL
 AJ3591
 AJ3591  NAD 83(1992)-  33 38 34.58251(N)    113 13 54.90849(W) AD(       ) B
 AJ3591  ELLIP H (04/12/01)  469.050  (m)                       GP(       ) 3 2
 AJ3591
 AJ3591.Superseded values are not recommended for survey control.
 AJ3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3591.See file dsdata.txt to determine how the superseded data were derived.
 AJ3591
 AJ3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9300824801(NAD 83)
 AJ3591_MARKER: I = METAL ROD
 AJ3591_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3591_STAMPING: 4GS2 1999
 AJ3591_MARK LOGO: MCDOT 
 AJ3591_PROJECTION: FLUSH
 AJ3591_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3591+STABILITY: POSITION/ELEVATION WELL
 AJ3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3591+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3591_ROD/PIPE-DEPTH:  4.9 meters
 AJ3591_SLEEVE-DEPTH  :  0.8 meters
 AJ3591
 AJ3591  HISTORY     - Date     Condition        Report By
 AJ3591  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3591
 AJ3591                          STATION DESCRIPTION
 AJ3591
 AJ3591'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3591'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3591'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 30
 AJ3591'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3591'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3591'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3591'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3591'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3591'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD
 AJ3591'LOCATED BETWEEN MILEPOST 3 AND MILEPOST 4, THENCE TURN RIGHT (EAST) ON
 AJ3591'TO DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO A WATER TANK AND CORRAL ON
 AJ3591'NORTH SIDE OF ROAD,THENCE CONTINUE EASTERLY ON DIRT ROAD FOR 1.9 MI
 AJ3591'(3.1 KM) TO A FORK IN ROAD, THENCE VEER RIGHT (NORTH EAST) AT FORK AND
 AJ3591'DRIVE 0.6 MI (1.0 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT AT FORK AND
 AJ3591'CONTINUE NORTHEASTERLY FOR 3.1 MI (5.0 KM) TO A FORK IN ROAD, THENCE
 AJ3591'BEAR RIGHT AT FORK AND DRIVE 0.6 MI (1.0 KM) TO ANOTHER FORK IN ROAD,
 AJ3591'THENCE BEAR RIGHT AT FORK AND CONTINUE SOUTHEASTERLY (PAST AN OLD
 AJ3591'BUILDING ON THE WEST SIDE OF ROAD) FOR 0.1 MI (0.2 KM) TO A DIRT
 AJ3591'RUNWAY, THENCE CONTINUE SOUTH OVER DIRT RUNWAY, PARK VEHICLE AND TO
 AJ3591'THE STATION AS DESCRIBED
 AJ3591'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3591'COMPRESSED ON A 16 FOOT (4.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3591'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3591'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GS2 1999, SURROUNDED WITH A
 AJ3591'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3591'MARKER
 AJ3591'STATION TIES - FURTHEST TO CLOSEST
 AJ3591'6.0 MI (9.7 KM) - NORTHEASTERLY OF EAGLE EYE ROAD
 AJ3591'3 FT (0.9 M) - NORTH OF CARSONITE WITNESS POST
 AJ3591'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3591'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3592 ***********************************************************************
 AJ3592  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3592  DESIGNATION -  4GU2
 AJ3592  PID         -  AJ3592
 AJ3592  STATE/COUNTY-  AZ/MARICOPA
 AJ3592  USGS QUAD   -  WELDON HILL (1990)
 AJ3592
 AJ3592                         *CURRENT SURVEY CONTROL
 AJ3592  ___________________________________________________________________
 AJ3592* NAD 83(2007)-  33 37 33.68963(N)    113 20 00.83273(W)     ADJUSTED  
 AJ3592* NAVD 88     -       452.58   (meters)    1484.8    (feet)  GPS OBS   
 AJ3592  ___________________________________________________________________
 AJ3592  EPOCH DATE  -        2007.00
 AJ3592  X           -  -2,105,854.160 (meters)                     COMP
 AJ3592  Y           -  -4,881,864.487 (meters)                     COMP
 AJ3592  Z           -   3,512,215.298 (meters)                     COMP
 AJ3592  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AJ3592  ELLIP HEIGHT-         421.575 (meters)          (02/10/07) ADJUSTED
 AJ3592  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AJ3592
 AJ3592  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3592  Type    PID    Designation                      North   East  Ellip
 AJ3592  -------------------------------------------------------------------
 AJ3592  NETWORK AJ3592 4GU2                              0.61   0.55   1.00
 AJ3592  -------------------------------------------------------------------
 AJ3592
 AJ3592.The horizontal coordinates were established by GPS observations
 AJ3592.and adjusted by the National Geodetic Survey in February 2007.
 AJ3592
 AJ3592.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3592.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3592.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3592.The epoch date for horizontal control is a decimal equivalence
 AJ3592.of Year/Month/Day.
 AJ3592
 AJ3592.The orthometric height was determined by GPS observations and a
 AJ3592.high-resolution geoid model.
 AJ3592.The orthometric height was determined by GPS observations and a
 AJ3592.high-resolution geoid model using precise GPS observation and
 AJ3592.processing techniques.
 AJ3592
 AJ3592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3592
 AJ3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3592
 AJ3592.The ellipsoidal height was determined by GPS observations
 AJ3592.and is referenced to NAD 83.
 AJ3592
 AJ3592.The geoid height was determined by GEOID03.
 AJ3592
 AJ3592;                    North         East     Units Scale Factor Converg.
 AJ3592;SPC AZ C     -   292,077.315    81,897.263   MT  1.00011300   -0 47 05.1
 AJ3592;SPC AZ C     -   958,258.91    268,691.81   iFT  1.00011300   -0 47 05.1
 AJ3592;UTM  12      - 3,723,133.500   283,537.262   MT  1.00017769   -1 17 33.9
 AJ3592
 AJ3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3592!SPC AZ C     -   0.99993382  x   1.00011300  =   1.00004681
 AJ3592!UTM  12      -   0.99993382  x   1.00017769  =   1.00011150
 AJ3592
 AJ3592                          SUPERSEDED SURVEY CONTROL
 AJ3592
 AJ3592  NAD 83(1992)-  33 37 33.68862(N)    113 20 00.83250(W) AD(       ) B
 AJ3592  ELLIP H (04/12/01)  421.600  (m)                       GP(       ) 3 2
 AJ3592
 AJ3592.Superseded values are not recommended for survey control.
 AJ3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3592.See file dsdata.txt to determine how the superseded data were derived.
 AJ3592
 AJ3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8353723134(NAD 83)
 AJ3592_MARKER: I = METAL ROD
 AJ3592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3592_STAMPING: 4GU2 1999
 AJ3592_MARK LOGO: MCDOT 
 AJ3592_PROJECTION: FLUSH
 AJ3592_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3592+STABILITY: POSITION/ELEVATION WELL
 AJ3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3592+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 AJ3592_ROD/PIPE-DEPTH:  7.3 meters
 AJ3592_SLEEVE-DEPTH  :  0.8 meters
 AJ3592
 AJ3592  HISTORY     - Date     Condition        Report By
 AJ3592  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3592  HISTORY     - 20060519 GOOD             GEOCAC
 AJ3592
 AJ3592                          STATION DESCRIPTION
 AJ3592
 AJ3592'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3592'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3592'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 31
 AJ3592'OWNERSHIP - MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 AJ3592'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3592'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3592'SALOME ROAD (EXIT 81) ,THENCE TURN RIGHT (NORTHWEST) ON TO SALOME ROAD
 AJ3592'AND DRIVE 6.3 MI (10.1 KM) TO THE POWER TRANSMISSION LINES, THENCE
 AJ3592'CONTINUE NORTHWEST FOR 1.3 MI (2.1 KM) TO THE NORTH SIDE OF GRANITE
 AJ3592'REEF AQUEDUCT, THENCE CONTINUE NORTHWEST FOR 1.1 MI (1.8 KM) TO
 AJ3592'STATION NUMBER 4FT2 LOCATED ON THE WEST SIDE OF SALOME ROAD, THENCE
 AJ3592'CONTINUE NORTHWEST ON SALOME ROAD FOR 1.4 MI (2.3 KM) TO EAGLE EYE
 AJ3592'ROAD, THENCE CONTINUE NORTHWEST ON SALOME ROAD FOR 2.2 MI (3.5 KM) ,
 AJ3592'PARK VEHICLE AND WALK 25 FT (7.6 M) NORTH OF EDGE OF PAVEMENT AND TO
 AJ3592'THE STATION AS DESCRIBED
 AJ3592'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3592'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3592'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3592'WITH A COUNTY LOGO ACCESS COVER STAMPED 4GU2 1999, SURROUNDED WITH A
 AJ3592'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3592'MARKER
 AJ3592'STATION TIES - FURTHEST TO CLOSEST
 AJ3592'11.7 MI (18.8 KM) - NORTHWEST OF INTERSTATE 10 WESTBOUND LANES
 AJ3592'4.7 MI (7.6 KM) - NORTHWEST OF GRANITE REEF AQUEDUCT
 AJ3592'3.7 MI (6.0 KM) - NORTHWEST OF STATION NUMBER 4FT2
 AJ3592'2.2 MI (3.5 KM) - NORTHWEST OF EAGLE EYE ROAD
 AJ3592'25 FT (7.6 M) - NORTH OF THE EDGE OF PAVEMENT ON SALOME ROAD
 AJ3592'STATION IS JUST EAST OF A SIGN READING - LEAVING MARICOPA COUNTY
 AJ3592'1 FT (0.3 M) - SOUTHWEST OF CARSONITE WITNESS POST
 AJ3592'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3592'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3592
 AJ3592                          STATION RECOVERY (2006)
 AJ3592
 AJ3592'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AJ3592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3859 ***********************************************************************
 AJ3859  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3859  DESIGNATION -  4HB1
 AJ3859  PID         -  AJ3859
 AJ3859  STATE/COUNTY-  AZ/MARICOPA
 AJ3859  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 AJ3859
 AJ3859                         *CURRENT SURVEY CONTROL
 AJ3859  ___________________________________________________________________
 AJ3859* NAD 83(2007)-  33 40 55.86652(N)    112 21 10.53234(W)     ADJUSTED  
 AJ3859* NAVD 88     -       388.88   (meters)    1275.9    (feet)  GPS OBS   
 AJ3859  ___________________________________________________________________
 AJ3859  EPOCH DATE  -        2007.00
 AJ3859  X           -  -2,020,662.089 (meters)                     COMP
 AJ3859  Y           -  -4,913,949.137 (meters)                     COMP
 AJ3859  Z           -   3,517,365.966 (meters)                     COMP
 AJ3859  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AJ3859  ELLIP HEIGHT-         358.916 (meters)          (02/10/07) ADJUSTED
 AJ3859  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AJ3859
 AJ3859  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3859  Type    PID    Designation                      North   East  Ellip
 AJ3859  -------------------------------------------------------------------
 AJ3859  NETWORK AJ3859 4HB1                              0.90   0.82   1.37
 AJ3859  -------------------------------------------------------------------
 AJ3859
 AJ3859.The horizontal coordinates were established by GPS observations
 AJ3859.and adjusted by the National Geodetic Survey in February 2007.
 AJ3859
 AJ3859.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3859.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3859.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3859.The epoch date for horizontal control is a decimal equivalence
 AJ3859.of Year/Month/Day.
 AJ3859
 AJ3859.The orthometric height was determined by GPS observations and a
 AJ3859.high-resolution geoid model.
 AJ3859.The orthometric height was determined by GPS observations and a
 AJ3859.high-resolution geoid model using precise GPS observation and
 AJ3859.processing techniques.
 AJ3859
 AJ3859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3859
 AJ3859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3859
 AJ3859.The ellipsoidal height was determined by GPS observations
 AJ3859.and is referenced to NAD 83.
 AJ3859
 AJ3859.The geoid height was determined by GEOID03.
 AJ3859
 AJ3859;                    North         East     Units Scale Factor Converg.
 AJ3859;SPC AZ C     -   297,490.907   172,910.724   MT  0.99992016   -0 14 31.0
 AJ3859;SPC AZ C     -   976,020.04    567,292.40   iFT  0.99992016   -0 14 31.0
 AJ3859;UTM  12      - 3,727,739.433   374,592.355   MT  0.99979389   -0 45 01.5
 AJ3859
 AJ3859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3859!SPC AZ C     -   0.99994366  x   0.99992016  =   0.99986382
 AJ3859!UTM  12      -   0.99994366  x   0.99979389  =   0.99973756
 AJ3859
 AJ3859                          SUPERSEDED SURVEY CONTROL
 AJ3859
 AJ3859  NAD 83(1992)-  33 40 55.86577(N)    112 21 10.53175(W) AD(       ) B
 AJ3859  ELLIP H (04/12/01)  358.945  (m)                       GP(       ) 3 2
 AJ3859
 AJ3859.Superseded values are not recommended for survey control.
 AJ3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3859.See file dsdata.txt to determine how the superseded data were derived.
 AJ3859
 AJ3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7459227739(NAD 83)
 AJ3859_MARKER: I = METAL ROD
 AJ3859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3859_STAMPING: 4HB1 1999
 AJ3859_MARK LOGO: MCDOT 
 AJ3859_PROJECTION: FLUSH
 AJ3859_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3859+STABILITY: POSITION/ELEVATION WELL
 AJ3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3859+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 AJ3859_ROD/PIPE-DEPTH:  9.0 meters
 AJ3859_SLEEVE-DEPTH  :  0.8 meters
 AJ3859
 AJ3859  HISTORY     - Date     Condition        Report By
 AJ3859  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3859  HISTORY     - 20071102 GOOD             GEOCAC
 AJ3859
 AJ3859                          STATION DESCRIPTION
 AJ3859
 AJ3859'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3859'THE STATION IS LOCATED WITHIN THE LIMITS OF SUN CITY WEST, TOWNSHIP 4
 AJ3859'NORTH, RANGE 1 WEST, SECTION 15
 AJ3859'OWNERSHIP - CITY OF SUN CITY WEST
 AJ3859'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3859'BELL ROAD, DRIVE EAST ON BELL ROAD 1.5 MI (2.4 KM) TO THE INTERSECTION
 AJ3859'OF EL MIRAGE ROAD AND BELL ROAD, THENCE TURN LEFT (NORTH) ONTO EL
 AJ3859'MIRAGE ROAD AND DRIVE 3.0 MI (4.8 KM) TO THE INTERSECTION OF DEER
 AJ3859'VALLEY ROAD AND EL MIRAGE ROAD, THENCE TURN LEFT (WEST) ONTO DEER
 AJ3859'VALLEY ROAD AND DRIVE WESTERLY 1.6 MI (2.6 KM) TO THE STATION ON THE
 AJ3859'LEFT 18 FT (5.5 M) SOUTH OF THE CURB
 AJ3859'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 29.5 FOOT
 AJ3859'(9.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3859'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3859'ACCESS COVER STAMPED 4HB1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3859'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3859'STATION TIES -
 AJ3859'18 FT (5.5 M) SOUTH OF A CURB ON THE SOUTH SIDE OF DEER VALLEY ROAD
 AJ3859'25 FT (7.6 M) EAST OF AN ASPHALT PARKING LOT OF A FIRE STATION FOR SUN
 AJ3859'CITY WEST
 AJ3859'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3859'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3859
 AJ3859                          STATION RECOVERY (2007)
 AJ3859
 AJ3859'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AJ3859'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3859'THE DESCRIPTION - THE MARK IS 5.8 FEET SOUTHEAST OF A WHITE CARSONITE
 AJ3859'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3860 ***********************************************************************
 AJ3860  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3860  DESIGNATION -  4HD1
 AJ3860  PID         -  AJ3860
 AJ3860  STATE/COUNTY-  AZ/MARICOPA
 AJ3860  USGS QUAD   -  MC MICKEN DAM (1981)
 AJ3860
 AJ3860                         *CURRENT SURVEY CONTROL
 AJ3860  ___________________________________________________________________
 AJ3860* NAD 83(2007)-  33 40 56.22592(N)    112 27 33.63677(W)     ADJUSTED  
 AJ3860* NAVD 88     -       424.68   (meters)    1393.3    (feet)  GPS OBS   
 AJ3860  ___________________________________________________________________
 AJ3860  EPOCH DATE  -        2007.00
 AJ3860  X           -  -2,029,794.507 (meters)                     COMP
 AJ3860  Y           -  -4,910,209.424 (meters)                     COMP
 AJ3860  Z           -   3,517,395.012 (meters)                     COMP
 AJ3860  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AJ3860  ELLIP HEIGHT-         394.674 (meters)          (02/10/07) ADJUSTED
 AJ3860  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3860
 AJ3860  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3860  Type    PID    Designation                      North   East  Ellip
 AJ3860  -------------------------------------------------------------------
 AJ3860  NETWORK AJ3860 4HD1                              0.78   0.74   1.29
 AJ3860  -------------------------------------------------------------------
 AJ3860
 AJ3860.The horizontal coordinates were established by GPS observations
 AJ3860.and adjusted by the National Geodetic Survey in February 2007.
 AJ3860
 AJ3860.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3860.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3860.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3860.The epoch date for horizontal control is a decimal equivalence
 AJ3860.of Year/Month/Day.
 AJ3860
 AJ3860.The orthometric height was determined by GPS observations and a
 AJ3860.high-resolution geoid model.
 AJ3860.The orthometric height was determined by GPS observations and a
 AJ3860.high-resolution geoid model using precise GPS observation and
 AJ3860.processing techniques.
 AJ3860
 AJ3860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3860
 AJ3860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3860
 AJ3860.The ellipsoidal height was determined by GPS observations
 AJ3860.and is referenced to NAD 83.
 AJ3860
 AJ3860.The geoid height was determined by GEOID03.
 AJ3860
 AJ3860;                    North         East     Units Scale Factor Converg.
 AJ3860;SPC AZ C     -   297,548.728   163,043.772   MT  0.99993120   -0 18 03.5
 AJ3860;SPC AZ C     -   976,209.74    534,920.51   iFT  0.99993120   -0 18 03.5
 AJ3860;UTM  12      - 3,727,884.798   364,727.448   MT  0.99982559   -0 48 34.0
 AJ3860
 AJ3860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3860!SPC AZ C     -   0.99993804  x   0.99993120  =   0.99986925
 AJ3860!UTM  12      -   0.99993804  x   0.99982559  =   0.99976364
 AJ3860
 AJ3860                          SUPERSEDED SURVEY CONTROL
 AJ3860
 AJ3860  NAD 83(1992)-  33 40 56.22517(N)    112 27 33.63628(W) AD(       ) B
 AJ3860  ELLIP H (04/12/01)  394.703  (m)                       GP(       ) 3 2
 AJ3860
 AJ3860.Superseded values are not recommended for survey control.
 AJ3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3860.See file dsdata.txt to determine how the superseded data were derived.
 AJ3860
 AJ3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6472727885(NAD 83)
 AJ3860_MARKER: I = METAL ROD
 AJ3860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3860_STAMPING: 4HD1 1999
 AJ3860_MARK LOGO: MCDOT 
 AJ3860_PROJECTION: FLUSH
 AJ3860_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3860+STABILITY: POSITION/ELEVATION WELL
 AJ3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3860+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 AJ3860_ROD/PIPE-DEPTH:  4.4 meters
 AJ3860_SLEEVE-DEPTH  :  0.8 meters
 AJ3860
 AJ3860  HISTORY     - Date     Condition        Report By
 AJ3860  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3860  HISTORY     - 20060202 GOOD             EVANS
 AJ3860
 AJ3860                          STATION DESCRIPTION
 AJ3860
 AJ3860'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3860'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 4 NORTH,
 AJ3860'RANGE 2 WEST, SECTION 15
 AJ3860'OWNERSHIP - MARICOPA COUNTY
 AJ3860'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3860'DEER VALLEY ROAD, DRIVE SOUTHWEST THEN WEST ON DEER VALLEY ROAD 2.5 MI
 AJ3860'(4.0 KM) TO THE STATION ON THE RIGHT (NORTH) 95 FT (29.0 M) FROM THE
 AJ3860'CENTERLINE OF THE ROAD
 AJ3860'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 14.4 FOOT
 AJ3860'(4.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3860'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3860'ACCESS COVER STAMPED 4HD1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3860'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3860'STATION TIES -
 AJ3860'95 FT (29.0 M) NORTH OF THE CENTERLINE OF THE CENTERLINE OF DEER
 AJ3860'VALLEY ROAD
 AJ3860'220 FT (67.1 M) EAST OF A BOX CULVERT UNDER DEER VALLEY ROAD
 AJ3860'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3860'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3860
 AJ3860                          STATION RECOVERY (2006)
 AJ3860
 AJ3860'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (LF)
 AJ3860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3861 ***********************************************************************
 AJ3861  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3861  DESIGNATION -  4HF3
 AJ3861  PID         -  AJ3861
 AJ3861  STATE/COUNTY-  AZ/MARICOPA
 AJ3861  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3861
 AJ3861                         *CURRENT SURVEY CONTROL
 AJ3861  ___________________________________________________________________
 AJ3861* NAD 83(2007)-  33 40 55.07078(N)    112 33 55.02013(W)     ADJUSTED  
 AJ3861* NAVD 88     -       465.33   (meters)    1526.7    (feet)  GPS OBS   
 AJ3861  ___________________________________________________________________
 AJ3861  EPOCH DATE  -        2007.00
 AJ3861  X           -  -2,038,890.553 (meters)                     COMP
 AJ3861  Y           -  -4,906,497.398 (meters)                     COMP
 AJ3861  Z           -   3,517,387.930 (meters)                     COMP
 AJ3861  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AJ3861  ELLIP HEIGHT-         435.309 (meters)          (02/10/07) ADJUSTED
 AJ3861  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3861
 AJ3861  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3861  Type    PID    Designation                      North   East  Ellip
 AJ3861  -------------------------------------------------------------------
 AJ3861  NETWORK AJ3861 4HF3                              0.63   0.59   1.06
 AJ3861  -------------------------------------------------------------------
 AJ3861
 AJ3861.The horizontal coordinates were established by GPS observations
 AJ3861.and adjusted by the National Geodetic Survey in February 2007.
 AJ3861
 AJ3861.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3861.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3861.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3861.The epoch date for horizontal control is a decimal equivalence
 AJ3861.of Year/Month/Day.
 AJ3861
 AJ3861.The orthometric height was determined by GPS observations and a
 AJ3861.high-resolution geoid model.
 AJ3861.The orthometric height was determined by GPS observations and a
 AJ3861.high-resolution geoid model using precise GPS observation and
 AJ3861.processing techniques.
 AJ3861
 AJ3861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3861
 AJ3861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3861
 AJ3861.The ellipsoidal height was determined by GPS observations
 AJ3861.and is referenced to NAD 83.
 AJ3861
 AJ3861.The geoid height was determined by GEOID03.
 AJ3861
 AJ3861;                    North         East     Units Scale Factor Converg.
 AJ3861;SPC AZ C     -   297,569.776   153,220.809   MT  0.99994457   -0 21 35.0
 AJ3861;SPC AZ C     -   976,278.79    502,692.94   iFT  0.99994457   -0 21 35.0
 AJ3861;UTM  12      - 3,727,993.012   354,905.996   MT  0.99985954   -0 52 05.6
 AJ3861
 AJ3861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3861!SPC AZ C     -   0.99993167  x   0.99994457  =   0.99987624
 AJ3861!UTM  12      -   0.99993167  x   0.99985954  =   0.99979122
 AJ3861
 AJ3861                          SUPERSEDED SURVEY CONTROL
 AJ3861
 AJ3861  NAD 83(1992)-  33 40 55.07004(N)    112 33 55.01967(W) AD(       ) B
 AJ3861  ELLIP H (04/12/01)  435.336  (m)                       GP(       ) 3 2
 AJ3861
 AJ3861.Superseded values are not recommended for survey control.
 AJ3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3861.See file dsdata.txt to determine how the superseded data were derived.
 AJ3861
 AJ3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5490627993(NAD 83)
 AJ3861_MARKER: I = METAL ROD
 AJ3861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3861_STAMPING: 4HF3 1999
 AJ3861_MARK LOGO: MCDOT 
 AJ3861_PROJECTION: FLUSH
 AJ3861_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3861+STABILITY: POSITION/ELEVATION WELL
 AJ3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3861+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3861_ROD/PIPE-DEPTH: 15.8 meters
 AJ3861_SLEEVE-DEPTH  :  0.8 meters
 AJ3861
 AJ3861  HISTORY     - Date     Condition        Report By
 AJ3861  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3861
 AJ3861                          STATION DESCRIPTION
 AJ3861
 AJ3861'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3861'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 4 NORTH,
 AJ3861'RANGE 3 WEST, SECTION 21
 AJ3861'OWNERSHIP - PRIVATE
 AJ3861'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 303 AND BELL
 AJ3861'ROAD, DRIVE WEST 9.5 MI (15.3 KM) ON BELL ROAD WHICH BECOMES SUN
 AJ3861'VALLEY PARKWAY TO THE INTERSECTION OF 243RD AVENUE AND SUN VALLEY
 AJ3861'PARKWAY BEING 0.9 MI (1.4 KM) WEST OF MILEPOST 126, THENCE TURN RIGHT
 AJ3861'(NORTH) ONTO 243RD AVENUE (DIRT ROAD) AND DRIVE 0.9 MI (1.4 KM) TO THE
 AJ3861'INTERSECTION OF A DIRT POWER LINE ROAD AND 243RD AVENUE , THENCE TURN
 AJ3861'RIGHT ONTO THE DIRT POWER LINE ROAD AND DRIVE EAST 1.0 MI (1.6 KM) TO
 AJ3861'THE INTERSECTION OF A SMALL UNMARKED DIRT ROAD AND THE DIRT POWER LINE
 AJ3861'ROAD, THENCE TURN LEFT (NORTH) ONTO THE SMALL DIRT ROAD AND DRIVE
 AJ3861'NORTHERLY, NORTHWESTERLY, AND WESTERLY (YOU WILL CROSS A SANDY WASH)
 AJ3861'TO THE STATION
 AJ3861'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 52.0 FOOT
 AJ3861'(15.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3861'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3861'ACCESS COVER STAMPED 4HF3 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3861'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3861'STATION TIES -
 AJ3861'175 FT (53.3 M) SOUTHWEST OF THE GLO MONUMENT MARKING THE CORNER OF
 AJ3861'SECTIONS 15, 16, 21, 22
 AJ3861'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3861'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3862 ***********************************************************************
 AJ3862  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3862  DESIGNATION -  4HH2
 AJ3862  PID         -  AJ3862
 AJ3862  STATE/COUNTY-  AZ/MARICOPA
 AJ3862  USGS QUAD   -  DAGGS TANK (1988)
 AJ3862
 AJ3862                         *CURRENT SURVEY CONTROL
 AJ3862  ___________________________________________________________________
 AJ3862* NAD 83(2007)-  33 41 07.37138(N)    112 39 25.37209(W)     ADJUSTED  
 AJ3862* NAVD 88     -       477.49   (meters)    1566.6    (feet)  GPS OBS   
 AJ3862  ___________________________________________________________________
 AJ3862  EPOCH DATE  -        2007.00
 AJ3862  X           -  -2,046,669.017 (meters)                     COMP
 AJ3862  Y           -  -4,903,040.883 (meters)                     COMP
 AJ3862  Z           -   3,517,709.972 (meters)                     COMP
 AJ3862  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AJ3862  ELLIP HEIGHT-         447.323 (meters)          (02/10/07) ADJUSTED
 AJ3862  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AJ3862
 AJ3862  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3862  Type    PID    Designation                      North   East  Ellip
 AJ3862  -------------------------------------------------------------------
 AJ3862  NETWORK AJ3862 4HH2                              0.71   0.63   1.04
 AJ3862  -------------------------------------------------------------------
 AJ3862
 AJ3862.The horizontal coordinates were established by GPS observations
 AJ3862.and adjusted by the National Geodetic Survey in February 2007.
 AJ3862
 AJ3862.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3862.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3862.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3862.The epoch date for horizontal control is a decimal equivalence
 AJ3862.of Year/Month/Day.
 AJ3862
 AJ3862.The orthometric height was determined by GPS observations and a
 AJ3862.high-resolution geoid model.
 AJ3862.The orthometric height was determined by GPS observations and a
 AJ3862.high-resolution geoid model using precise GPS observation and
 AJ3862.processing techniques.
 AJ3862
 AJ3862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3862
 AJ3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3862
 AJ3862.The ellipsoidal height was determined by GPS observations
 AJ3862.and is referenced to NAD 83.
 AJ3862
 AJ3862.The geoid height was determined by GEOID03.
 AJ3862
 AJ3862;                    North         East     Units Scale Factor Converg.
 AJ3862;SPC AZ C     -   298,005.933   144,715.032   MT  0.99995807   -0 24 38.4
 AJ3862;SPC AZ C     -   977,709.75    474,786.85   iFT  0.99995807   -0 24 38.4
 AJ3862;UTM  12      - 3,728,504.607   346,405.072   MT  0.99989084   -0 55 09.2
 AJ3862
 AJ3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3862!SPC AZ C     -   0.99992978  x   0.99995807  =   0.99988785
 AJ3862!UTM  12      -   0.99992978  x   0.99989084  =   0.99982063
 AJ3862
 AJ3862                          SUPERSEDED SURVEY CONTROL
 AJ3862
 AJ3862  NAD 83(1992)-  33 41 07.37060(N)    112 39 25.37166(W) AD(       ) B
 AJ3862  ELLIP H (04/12/01)  447.349  (m)                       GP(       ) 3 2
 AJ3862
 AJ3862.Superseded values are not recommended for survey control.
 AJ3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3862.See file dsdata.txt to determine how the superseded data were derived.
 AJ3862
 AJ3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4640528505(NAD 83)
 AJ3862_MARKER: I = METAL ROD
 AJ3862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3862_STAMPING: 4HH2 1999
 AJ3862_MARK LOGO: MCDOT 
 AJ3862_PROJECTION: FLUSH
 AJ3862_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3862+STABILITY: POSITION/ELEVATION WELL
 AJ3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3862+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3862_ROD/PIPE-DEPTH:  7.0 meters
 AJ3862_SLEEVE-DEPTH  :  0.8 meters
 AJ3862
 AJ3862  HISTORY     - Date     Condition        Report By
 AJ3862  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3862
 AJ3862                          STATION DESCRIPTION
 AJ3862
 AJ3862'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3862'THE STATION IS LOCATED WITHIN THE CITY OF SURPRISE, TOWNSHIP 4 NORTH,
 AJ3862'RANGE 4 WEST, SECTION 15
 AJ3862'OWNERSHIP - PRIVATE
 AJ3862'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3862'PATTON ROAD, DRIVE WEST 9.6 MI (15.4 KM) ON PATTON ROAD TO THE
 AJ3862'INTERSECTION OF AKIN LANE (GRAVEL ROAD) AND PATTON ROAD, THENCE TURN
 AJ3862'LEFT (SOUTH) ONTO AKIN LANE AND DRIVE SOUTHERLY 2.0 MI (3.2 KM) TO THE
 AJ3862'INTERSECTION OF AN UNMARKED DIRT POWER LINE ROAD AND AKIN LANE, THENCE
 AJ3862'TURN LEFT (SOUTH) ONTO THE DIRT POWER LINE ROAD AND DRIVE THROUGH A
 AJ3862'BARBED WIRE GATE AND CONTINUE SOUTHERLY 1.7 MI (2.7 KM) TO THE
 AJ3862'INTERSECTION OF AN UNMARKED EAST-WEST DIRT ROAD, THENCE TURN RIGHT
 AJ3862'(WEST) AND DRIVE WESTERLY 0.4 MI (0.6 KM) TO THE INTERSECTION OF AN
 AJ3862'UNMARKED NORTH-SOUTH DIRT ROAD ON THE LEFT, THENCE TURN LEFT (SOUTH)
 AJ3862'ONTO THE DIRT ROAD AND DRIVE 105 FT (32.0 M) TO THE STATION 45 FT
 AJ3862'(13.7 M) TO THE RIGHT (WEST) THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3862'COMPRESSED ON A 23.1 FOOT (7.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3862'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3862'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4HH2 1999, SURROUNDED
 AJ3862'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3862'CARSONITE MARKER
 AJ3862'STATION TIES -
 AJ3862'45 FT (13.7 M) WEST OF THE CENTERLINE OF A DIRT ROAD
 AJ3862'105 FT (32.0 M) SOUTH OF THE CENTERLINE OF A DIRT ROAD
 AJ3862'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3862'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3863 ***********************************************************************
 AJ3863  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3863  DESIGNATION -  4HJ2
 AJ3863  PID         -  AJ3863
 AJ3863  STATE/COUNTY-  AZ/MARICOPA
 AJ3863  USGS QUAD   -  STAR WELL (1989)
 AJ3863
 AJ3863                         *CURRENT SURVEY CONTROL
 AJ3863  ___________________________________________________________________
 AJ3863* NAD 83(2007)-  33 40 59.41591(N)    112 46 43.37476(W)     ADJUSTED  
 AJ3863* NAVD 88     -       460.25   (meters)    1510.0    (feet)  GPS OBS   
 AJ3863  ___________________________________________________________________
 AJ3863  EPOCH DATE  -        2007.00
 AJ3863  X           -  -2,057,123.005 (meters)                     COMP
 AJ3863  Y           -  -4,898,795.704 (meters)                     COMP
 AJ3863  Z           -   3,517,496.328 (meters)                     COMP
 AJ3863  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AJ3863  ELLIP HEIGHT-         429.883 (meters)          (02/10/07) ADJUSTED
 AJ3863  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AJ3863
 AJ3863  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3863  Type    PID    Designation                      North   East  Ellip
 AJ3863  -------------------------------------------------------------------
 AJ3863  NETWORK AJ3863 4HJ2                              0.76   0.67   1.10
 AJ3863  -------------------------------------------------------------------
 AJ3863
 AJ3863.The horizontal coordinates were established by GPS observations
 AJ3863.and adjusted by the National Geodetic Survey in February 2007.
 AJ3863
 AJ3863.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3863.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3863.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3863.The epoch date for horizontal control is a decimal equivalence
 AJ3863.of Year/Month/Day.
 AJ3863
 AJ3863.The orthometric height was determined by GPS observations and a
 AJ3863.high-resolution geoid model.
 AJ3863.The orthometric height was determined by GPS observations and a
 AJ3863.high-resolution geoid model using precise GPS observation and
 AJ3863.processing techniques.
 AJ3863
 AJ3863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3863
 AJ3863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3863
 AJ3863.The ellipsoidal height was determined by GPS observations
 AJ3863.and is referenced to NAD 83.
 AJ3863
 AJ3863.The geoid height was determined by GEOID03.
 AJ3863
 AJ3863;                    North         East     Units Scale Factor Converg.
 AJ3863;SPC AZ C     -   297,848.336   133,432.199   MT  0.99997873   -0 28 41.2
 AJ3863;SPC AZ C     -   977,192.70    437,769.68   iFT  0.99997873   -0 28 41.2
 AJ3863;UTM  12      - 3,728,447.168   335,121.910   MT  0.99993514   -0 59 12.1
 AJ3863
 AJ3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3863!SPC AZ C     -   0.99993252  x   0.99997873  =   0.99991125
 AJ3863!UTM  12      -   0.99993252  x   0.99993514  =   0.99986766
 AJ3863
 AJ3863                          SUPERSEDED SURVEY CONTROL
 AJ3863
 AJ3863  NAD 83(1992)-  33 40 59.41511(N)    112 46 43.37436(W) AD(       ) B
 AJ3863  ELLIP H (04/12/01)  429.911  (m)                       GP(       ) 3 2
 AJ3863
 AJ3863.Superseded values are not recommended for survey control.
 AJ3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3863.See file dsdata.txt to determine how the superseded data were derived.
 AJ3863
 AJ3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3512228447(NAD 83)
 AJ3863_MARKER: I = METAL ROD
 AJ3863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3863_STAMPING: 4HJ2 1999
 AJ3863_MARK LOGO: MCDOT 
 AJ3863_PROJECTION: FLUSH
 AJ3863_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3863+STABILITY: POSITION/ELEVATION WELL
 AJ3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3863+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3863_ROD/PIPE-DEPTH:  4.0 meters
 AJ3863_SLEEVE-DEPTH  :  0.8 meters
 AJ3863
 AJ3863  HISTORY     - Date     Condition        Report By
 AJ3863  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3863
 AJ3863                          STATION DESCRIPTION
 AJ3863
 AJ3863'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3863'THE STATION IS LOCATED ABOUT 24.4 MI (39.3 KM) NORTHWEST OF THE TOWN
 AJ3863'OF BUCKEYE, TOWNSHIP 4 NORTH, RANGE 5 WEST, SECTION 16
 AJ3863'OWNERSHIP - STATE LAND DEPT
 AJ3863'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND 339TH
 AJ3863'AVENUE AT EXIT 103, DRIVE NORTH ON 339TH AVENUE 2.1 MI (3.4 KM) TO THE
 AJ3863'INTERSECTION OF INDIAN SCHOOL ROAD AND 339TH AVENUE, THENCE TURN LEFT
 AJ3863'(WEST) ONTO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO THE
 AJ3863'INTERSECTION OF 355TH AVENUE AND INDIAN SCHOOL ROAD, THENCE TURN RIGHT
 AJ3863'(NORTH) ONTO 355TH AVENUE AND DRIVE NORTHERLY 12.4 MI (20.0 KM)
 AJ3863'(NOTE-AT 3.5 MI (5.6 KM) 355TH AVENUE BECOMES WICKENBURG-HASSAYAMPA
 AJ3863'ROAD) TO THE INTERSECTION OF AN EAST-WEST DIRT ROAD AND
 AJ3863'WICKENBURG-HASSAYAMPA ROAD JUST PRIOR TO REACHING A CATTLE GUARD AND A
 AJ3863'BARBED WIRE FENCE AT A POINT 0.4 MI (0.6 KM) NORTHWESTERLY OF MILEPOST
 AJ3863'12, THENCE TURN RIGHT (EAST) ONTO THE DIRT ROAD JUST SOUTH OF THE
 AJ3863'FENCE LINE AND DRIVE EASTERLY 1.0 MI (1.6 KM) TO THE CORNER OF THE
 AJ3863'FENCE, THENCE TURN LEFT (NORTH) ON THE EAST SIDE OF THE BARBED WIRE
 AJ3863'FENCE AND CONTINUE DRIVING ON THE DIRT ROAD NORTHERLY 1.0 MI (1.6 KM)
 AJ3863'TO THE INTERSECTION OF AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN
 AJ3863'RIGHT (EAST) ONTO THE DIRT ROAD AND DRIVE EASTERLY 0.4 MI (0.6 KM) TO
 AJ3863'A BEND IN THE ROAD TO THE NORTH, THENCE CONTINUE DRIVING THE ROAD
 AJ3863'NORTHERLY 0.1 MI (0.2 KM) TO A SHARP RIGHT TURN IN THE ROAD SOUTH OF A
 AJ3863'WELL SITE AND ABANDON BUILDING, THENCE STAY TO THE RIGHT AND CONTINUE
 AJ3863'DRIVING SOUTHEASTERLY ON THE DIRT ROAD 0.1 MI (0.2 KM) TO A BEND IN
 AJ3863'THE ROAD TO THE LEFT (EAST) , THENCE TURN LEFT (EASTERLY) ONTO THE
 AJ3863'DIRT ROAD AND DRIVE 0.5 MI (0.8 KM) TO AN INTERSECTION OF AN UNMARKED
 AJ3863'DIRT POWER LINE ROAD, THENCE TURN RIGHT ONTO THE DIRT POWER LINE ROAD
 AJ3863'AND DRIVE 0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT
 AJ3863'AND DEPART THE DIRT POWER LINE ROAD AND DRIVE NORTHEASTERLY ON AN
 AJ3863'UNMARKED DIRT ROAD 1.0 MI (1.6 KM) TO A FENCED WATER HOLE, THENCE
 AJ3863'CONTINUE ON THE SAME ROAD EASTERLY AND SOUTHEASTERLY 0.2 MI (0.3 KM)
 AJ3863'TO ANOTHER WATER HOLE, THENCE CONTINUE PAST THE WATERHOLE ON THE SAME
 AJ3863'ROAD 0.1 MI (0.2 KM) TO THE STATION 37 FT (11.3 M) TO THE LEFT (EAST)
 AJ3863'OF THE CENTERLINE OF THE DIRT ROAD
 AJ3863'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 13 FOOT (4.0
 AJ3863'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3863'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3863'COVER STAMPED 4HJ2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3863'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3863'STATION TIES -
 AJ3863'450 FT (137.2 M) SOUTH OF THE SOUTHEAST FENCE CORNER OF A FENCED
 AJ3863'WATERHOLE
 AJ3863'37 FT (11.3 M) EAST OF A DIRT ROAD
 AJ3863'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3863'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3593 ***********************************************************************
 AJ3593  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3593  DESIGNATION -  4HL1
 AJ3593  PID         -  AJ3593
 AJ3593  STATE/COUNTY-  AZ/MARICOPA
 AJ3593  USGS QUAD   -  STAR WELL (1989)
 AJ3593
 AJ3593                         *CURRENT SURVEY CONTROL
 AJ3593  ___________________________________________________________________
 AJ3593* NAD 83(2007)-  33 41 08.98219(N)    112 50 58.44298(W)     ADJUSTED  
 AJ3593* NAVD 88     -       493.73   (meters)    1619.8    (feet)  GPS OBS   
 AJ3593  ___________________________________________________________________
 AJ3593  EPOCH DATE  -        2007.00
 AJ3593  X           -  -2,063,126.628 (meters)                     COMP
 AJ3593  Y           -  -4,896,123.089 (meters)                     COMP
 AJ3593  Z           -   3,517,760.137 (meters)                     COMP
 AJ3593  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AJ3593  ELLIP HEIGHT-         463.308 (meters)          (02/10/07) ADJUSTED
 AJ3593  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AJ3593
 AJ3593  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3593  Type    PID    Designation                      North   East  Ellip
 AJ3593  -------------------------------------------------------------------
 AJ3593  NETWORK AJ3593 4HL1                              0.59   0.51   0.90
 AJ3593  -------------------------------------------------------------------
 AJ3593
 AJ3593.The horizontal coordinates were established by GPS observations
 AJ3593.and adjusted by the National Geodetic Survey in February 2007.
 AJ3593
 AJ3593.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3593.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3593.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3593.The epoch date for horizontal control is a decimal equivalence
 AJ3593.of Year/Month/Day.
 AJ3593
 AJ3593.The orthometric height was determined by GPS observations and a
 AJ3593.high-resolution geoid model.
 AJ3593.The orthometric height was determined by GPS observations and a
 AJ3593.high-resolution geoid model using precise GPS observation and
 AJ3593.processing techniques.
 AJ3593
 AJ3593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3593
 AJ3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3593
 AJ3593.The ellipsoidal height was determined by GPS observations
 AJ3593.and is referenced to NAD 83.
 AJ3593
 AJ3593.The geoid height was determined by GEOID03.
 AJ3593
 AJ3593;                    North         East     Units Scale Factor Converg.
 AJ3593;SPC AZ C     -   298,200.136   126,865.330   MT  0.99999220   -0 31 02.8
 AJ3593;SPC AZ C     -   978,346.90    416,224.84   iFT  0.99999220   -0 31 02.8
 AJ3593;UTM  12      - 3,728,857.232   328,558.664   MT  0.99996236   -1 01 33.9
 AJ3593
 AJ3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3593!SPC AZ C     -   0.99992727  x   0.99999220  =   0.99991947
 AJ3593!UTM  12      -   0.99992727  x   0.99996236  =   0.99988963
 AJ3593
 AJ3593                          SUPERSEDED SURVEY CONTROL
 AJ3593
 AJ3593  NAD 83(1992)-  33 41 08.98137(N)    112 50 58.44257(W) AD(       ) B
 AJ3593  ELLIP H (04/12/01)  463.336  (m)                       GP(       ) 3 2
 AJ3593
 AJ3593.Superseded values are not recommended for survey control.
 AJ3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3593.See file dsdata.txt to determine how the superseded data were derived.
 AJ3593
 AJ3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2855928857(NAD 83)
 AJ3593_MARKER: I = METAL ROD
 AJ3593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3593+WITH SETTING: INFORMATION.
 AJ3593_STAMPING: 4HL1 1999
 AJ3593_MARK LOGO: MCDOT 
 AJ3593_PROJECTION: FLUSH
 AJ3593_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3593+STABILITY: POSITION/ELEVATION WELL
 AJ3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3593+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2007
 AJ3593_ROD/PIPE-DEPTH:  2.9 meters
 AJ3593_SLEEVE-DEPTH  :  0.8 meters
 AJ3593
 AJ3593  HISTORY     - Date     Condition        Report By
 AJ3593  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3593  HISTORY     - 20070503 GOOD             MCDOT
 AJ3593  HISTORY     - 20070507 GOOD             MCDOT
 AJ3593
 AJ3593                          STATION DESCRIPTION
 AJ3593
 AJ3593'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3593'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3593'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 14
 AJ3593'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3593'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3593'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3593'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3593'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3593'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3593'TURN RIGHT (NORTH) ON TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST
 AJ3593'10 (AT THIS POINT 355TH AVE BECOMES WICKENBURG HIGHWAY) , THENCE
 AJ3593'CONTINUE NORTH ON WICKENBURG HIGHWAY FOR 9.5 MI (15.3 KM) TO MILE POST
 AJ3593'13, THENCE CONTINUING NORTH ON WICKENBURG HIGHWAY FOR 0.9 MI (1.4 KM)
 AJ3593'AND MERGING ONTO SHOULDER ON THE EAST SIDE OF HIGHWAY (0.1 MI SOUTH OF
 AJ3593'MILE POST 14) AND TO THE STATION AS DESCRIBED
 AJ3593'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3593'COMPRESSED ON A 9.4 FOOT (2.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3593'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3593'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4HL1 1999, SURROUNDED
 AJ3593'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3593'CARSONITE MARKER
 AJ3593'STATION TIES - FURTHEST TO CLOSEST
 AJ3593'0.9 MI (1.4 KM) - NORTH OF MILE POST 13
 AJ3593'0.1 MI (0.2 KM) - SOUTH OF MILE POST 14
 AJ3593'53.0 FT (16.1 M) - NORTHEAST OF WICKENBURG HIGHWAY AT 0.1 MI (0.2 KM)
 AJ3593'SOUTH OF MILE POST 14)
 AJ3593'49.6 FT (15.1 M) - NORTHEAST OF U.S.G.S. BENCHMARK BRASS CAP IN
 AJ3593'CONCRETE, 0.7 FT (21.3 CM) ABOVE GROUND, STAMPED 28.WLS 1957 ELEV 1619
 AJ3593'FEET
 AJ3593'5 FT (1.5 M) - SOUTHWESTERLY OF BARBED WIRE FENCE
 AJ3593'6 FT (1.8 M) - NORTH OF CARSONITE WITNESS POST
 AJ3593'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3593'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3593
 AJ3593                          STATION RECOVERY (2007)
 AJ3593
 AJ3593'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3593'THE TO REACH DESCRIPTION IS GOOD EXCEPT MILE POST 13 SHOULD BE 24 AND
 AJ3593'MILE POST 14 SHOULD BE 25.
 AJ3593' 
 AJ3593
 AJ3593                          STATION RECOVERY (2007)
 AJ3593
 AJ3593'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3593'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3594 ***********************************************************************
 AJ3594  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3594  DESIGNATION -  4HN2
 AJ3594  PID         -  AJ3594
 AJ3594  STATE/COUNTY-  AZ/MARICOPA
 AJ3594  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 AJ3594
 AJ3594                         *CURRENT SURVEY CONTROL
 AJ3594  ___________________________________________________________________
 AJ3594* NAD 83(2007)-  33 40 49.15639(N)    112 58 19.83884(W)     ADJUSTED  
 AJ3594* NAVD 88     -       627.80   (meters)    2059.7    (feet)  GPS OBS   
 AJ3594  ___________________________________________________________________
 AJ3594  EPOCH DATE  -        2007.00
 AJ3594  X           -  -2,073,775.098 (meters)                     COMP
 AJ3594  Y           -  -4,892,111.512 (meters)                     COMP
 AJ3594  Z           -   3,517,326.140 (meters)                     COMP
 AJ3594  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AJ3594  ELLIP HEIGHT-         597.339 (meters)          (02/10/07) ADJUSTED
 AJ3594  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AJ3594
 AJ3594  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3594  Type    PID    Designation                      North   East  Ellip
 AJ3594  -------------------------------------------------------------------
 AJ3594  NETWORK AJ3594 4HN2                              0.63   0.53   0.92
 AJ3594  -------------------------------------------------------------------
 AJ3594
 AJ3594.The horizontal coordinates were established by GPS observations
 AJ3594.and adjusted by the National Geodetic Survey in February 2007.
 AJ3594
 AJ3594.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3594.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3594.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3594.The epoch date for horizontal control is a decimal equivalence
 AJ3594.of Year/Month/Day.
 AJ3594
 AJ3594.The orthometric height was determined by GPS observations and a
 AJ3594.high-resolution geoid model.
 AJ3594.The orthometric height was determined by GPS observations and a
 AJ3594.high-resolution geoid model using precise GPS observation and
 AJ3594.processing techniques.
 AJ3594
 AJ3594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3594
 AJ3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3594
 AJ3594.The ellipsoidal height was determined by GPS observations
 AJ3594.and is referenced to NAD 83.
 AJ3594
 AJ3594.The geoid height was determined by GEOID03.
 AJ3594
 AJ3594;                    North         East     Units Scale Factor Converg.
 AJ3594;SPC AZ C     -   297,698.742   115,490.735   MT  1.00001805   -0 35 07.4
 AJ3594;SPC AZ C     -   976,701.91    378,906.61   iFT  1.00001805   -0 35 07.4
 AJ3594;UTM  12      - 3,728,456.838   317,180.270   MT  1.00001206   -1 05 38.4
 AJ3594
 AJ3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3594!SPC AZ C     -   0.99990623  x   1.00001805  =   0.99992428
 AJ3594!UTM  12      -   0.99990623  x   1.00001206  =   0.99991829
 AJ3594
 AJ3594                          SUPERSEDED SURVEY CONTROL
 AJ3594
 AJ3594  NAD 83(1992)-  33 40 49.15552(N)    112 58 19.83847(W) AD(       ) B
 AJ3594  ELLIP H (04/12/01)  597.366  (m)                       GP(       ) 3 2
 AJ3594
 AJ3594.Superseded values are not recommended for survey control.
 AJ3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3594.See file dsdata.txt to determine how the superseded data were derived.
 AJ3594
 AJ3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1718028457(NAD 83)
 AJ3594_MARKER: I = METAL ROD
 AJ3594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3594+WITH SETTING: INFORMATION.
 AJ3594_STAMPING: 4HN2 1999
 AJ3594_MARK LOGO: MCDOT 
 AJ3594_PROJECTION: FLUSH
 AJ3594_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3594+STABILITY: POSITION/ELEVATION WELL
 AJ3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3594+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3594_ROD/PIPE-DEPTH:  1.2 meters
 AJ3594_SLEEVE-DEPTH  :  0.8 meters
 AJ3594
 AJ3594  HISTORY     - Date     Condition        Report By
 AJ3594  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3594
 AJ3594                          STATION DESCRIPTION
 AJ3594
 AJ3594'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3594'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3594'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 14
 AJ3594'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3594'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3594'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3594'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3594'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3594'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3594'TURN RIGHT (NORTH) ON TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST
 AJ3594'10 (AT THIS POINT 355TH AVENUE BECOMES WICKENBURG HIGHWAY) , THENCE
 AJ3594'CONTINUING NORTH ON WICKENBURG HIGHWAY FOR 13.2 MI (21.2 KM) TO AN
 AJ3594'INTERSECTION OF VULTURE MINE ROAD AND WICKENBURG HIGHWAY, THENCE TURN
 AJ3594'LEFT (SOUTHWEST) ON TO VULTURE MINE ROAD CONTINUING SOUTHWEST THROUGH
 AJ3594'JACK RABBIT WASH AND A SECOND UNNAMED WASH FOR 1.7 MI (2.7 KM) TO A
 AJ3594'FORK IN THE ROAD, THENCE BEAR RIGHT (WEST) AT THE FORK AND DRIVE 0.2
 AJ3594'MI (0.3 KM)TO A FORK IN ROAD, THENCE VEER LEFT AT FORK AND DRIVE 0.5
 AJ3594'MI (0.8 KM) TO ANOTHER FORK IN THE ROAD, THENCE VEER LEFT AND DRIVE
 AJ3594'0.1 MI (0.16 KM) TO COYOTE WASH AND SMALL FORK IN ROAD, THENCE VEER
 AJ3594'RIGHT AND CONTINUE WEST ON UNNAMED DIRT ROAD FOR 0.6 MI (1.0 KM) TO A
 AJ3594'CATTLE GUARD CROSSING ROAD, THENCE CONTINUING WEST FOR 2.8 MI (4.5 KM)
 AJ3594'(PASSING SEVERAL SMALLER DIRT OFF SHOOT DIRT ROADS ALONG THE WAY) TO A
 AJ3594'SMALL WASH AND FORK IN THE ROAD JUST PAST A WINDMILL/WELL AND CORRAL
 AJ3594'100 FT (30.5 M) NORTH OF DIRT ROAD, THENCE VEERING RIGHT AT FORK AND
 AJ3594'CONTINUE WESTERLY ON DIRT ROAD FOR ANOTHER 0.5 MI (0.8 KM) AND TO THE
 AJ3594'STATION AS DESCRIBED
 AJ3594'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3594'COMPRESSED ON A 3.8 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3594'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3594'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4HN2 1999, SURROUNDED
 AJ3594'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3594'CARSONITE MARKER
 AJ3594'STATION TIES - FURTHEST TO CLOSEST
 AJ3594'3.3 MI (5.3 KM) - WEST OF A CATTLE GUARD AND BARBED WIRE FENCE JUST
 AJ3594'WEST OF COYOTE WASH
 AJ3594'0.7 MI (1.1 KM) - WEST OF A WINDMILL, WELL AND CORRAL 100 FEET (30.5
 AJ3594'M) NORTH OF ROAD
 AJ3594'73 FT (22.3 M) - NORTH OF DIRT ROAD
 AJ3594'6 FT (1.8 M) - NORTHWEST OF CARSONITE WITNESS POST
 AJ3594'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3594'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3595 ***********************************************************************
 AJ3595  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3595  DESIGNATION -  4HP2
 AJ3595  PID         -  AJ3595
 AJ3595  STATE/COUNTY-  AZ/MARICOPA
 AJ3595  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3595
 AJ3595                         *CURRENT SURVEY CONTROL
 AJ3595  ___________________________________________________________________
 AJ3595* NAD 83(2007)-  33 41 27.19048(N)    113 05 36.95231(W)     ADJUSTED  
 AJ3595* NAVD 88     -       846.37   (meters)    2776.8    (feet)  GPS OBS   
 AJ3595  ___________________________________________________________________
 AJ3595  EPOCH DATE  -        2007.00
 AJ3595  X           -  -2,083,954.095 (meters)                     COMP
 AJ3595  Y           -  -4,887,275.164 (meters)                     COMP
 AJ3595  Z           -   3,518,422.538 (meters)                     COMP
 AJ3595  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AJ3595  ELLIP HEIGHT-         815.880 (meters)          (02/10/07) ADJUSTED
 AJ3595  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AJ3595
 AJ3595  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3595  Type    PID    Designation                      North   East  Ellip
 AJ3595  -------------------------------------------------------------------
 AJ3595  NETWORK AJ3595 4HP2                              0.67   0.57   0.98
 AJ3595  -------------------------------------------------------------------
 AJ3595
 AJ3595.The horizontal coordinates were established by GPS observations
 AJ3595.and adjusted by the National Geodetic Survey in February 2007.
 AJ3595
 AJ3595.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3595.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3595.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3595.The epoch date for horizontal control is a decimal equivalence
 AJ3595.of Year/Month/Day.
 AJ3595
 AJ3595.The orthometric height was determined by GPS observations and a
 AJ3595.high-resolution geoid model.
 AJ3595.The orthometric height was determined by GPS observations and a
 AJ3595.high-resolution geoid model using precise GPS observation and
 AJ3595.processing techniques.
 AJ3595
 AJ3595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3595
 AJ3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3595
 AJ3595.The ellipsoidal height was determined by GPS observations
 AJ3595.and is referenced to NAD 83.
 AJ3595
 AJ3595.The geoid height was determined by GEOID03.
 AJ3595
 AJ3595;                    North         East     Units Scale Factor Converg.
 AJ3595;SPC AZ C     -   298,992.213   104,245.140   MT  1.00004673   -0 39 10.5
 AJ3595;SPC AZ C     -   980,945.58    342,011.61   iFT  1.00004673   -0 39 10.5
 AJ3595;UTM  12      - 3,729,850.107   305,946.536   MT  1.00006426   -1 09 42.1
 AJ3595
 AJ3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3595!SPC AZ C     -   0.99987193  x   1.00004673  =   0.99991866
 AJ3595!UTM  12      -   0.99987193  x   1.00006426  =   0.99993618
 AJ3595
 AJ3595                          SUPERSEDED SURVEY CONTROL
 AJ3595
 AJ3595  NAD 83(1992)-  33 41 27.18957(N)    113 05 36.95197(W) AD(       ) B
 AJ3595  ELLIP H (04/12/01)  815.906  (m)                       GP(       ) 3 2
 AJ3595
 AJ3595.Superseded values are not recommended for survey control.
 AJ3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3595.See file dsdata.txt to determine how the superseded data were derived.
 AJ3595
 AJ3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0594729850(NAD 83)
 AJ3595_MARKER: DD = SURVEY DISK
 AJ3595_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3595_STAMPING: 4HP2 1999
 AJ3595_MARK LOGO: MCDOT 
 AJ3595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3595+STABILITY: POSITION/ELEVATION WELL
 AJ3595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3595+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3595
 AJ3595  HISTORY     - Date     Condition        Report By
 AJ3595  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3595
 AJ3595                          STATION DESCRIPTION
 AJ3595
 AJ3595'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3595'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3595'PHOENIX, TOWNSHIP 04 NORTH, RANGE 08 WEST, SECTION 17
 AJ3595'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3595'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3595'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3595'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3595'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3595'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 16.6 MI (26.7 KM) TO A DIRT
 AJ3595'ROAD, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD AND DRIVE 12.0 MI (19.3
 AJ3595'KM) SOUTHEASTERLY TO A HILL WITH A MICROWAVE TOWER AND THE MONUMENT AS
 AJ3595'DESCRIBED (JUST BEFORE YOU REACH THE MICROWAVE TOWER AND MONUMENT THE
 AJ3595'ROAD BEND AROUND TO THE WEST FROM THE SOUTHEASTERLY DIRECTION
 AJ3595'MENTIONED ABOVE)
 AJ3595'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3595'COUNTY D.O.T.  BRASS DISK, STAMPED 4HP2 1999, SET IN BEDROCK, NO
 AJ3595'CARSONITE WITNESS POST
 AJ3595'STATION TIES - FURTHEST TO CLOSEST
 AJ3595'22.7 MI (36.5 KM) - SOUTHEASTERLY OF US 60
 AJ3595'12.0 MI (19.3 KM) - SOUTHEASTERLY OF EAGLE EYE ROAD
 AJ3595'150 FT (45.7 M) - EAST OF MICROWAVE STATION LOCATED ON SOUTH SIDE OF
 AJ3595'DIRT ROAD INSIDE CHAIN LINK FENCE
 AJ3595'30 FT (9.1 M) - NORTH OF BARBED WIRE FENCE LOCATED ON SOUTH SIDE OF
 AJ3595'DIRT ROAD BEHIND HILL
 AJ3595'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3595'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3596 ***********************************************************************
 AJ3596  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3596  DESIGNATION -  4HR3
 AJ3596  PID         -  AJ3596
 AJ3596  STATE/COUNTY-  AZ/MARICOPA
 AJ3596  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3596
 AJ3596                         *CURRENT SURVEY CONTROL
 AJ3596  ___________________________________________________________________
 AJ3596* NAD 83(2007)-  33 41 41.88360(N)    113 13 21.67261(W)     ADJUSTED  
 AJ3596* NAVD 88     -       593.89   (meters)    1948.5    (feet)  GPS OBS   
 AJ3596  ___________________________________________________________________
 AJ3596  EPOCH DATE  -        2007.00
 AJ3596  X           -  -2,094,778.063 (meters)                     COMP
 AJ3596  Y           -  -4,882,143.618 (meters)                     COMP
 AJ3596  Z           -   3,518,659.114 (meters)                     COMP
 AJ3596  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ3596  ELLIP HEIGHT-         563.294 (meters)          (02/10/07) ADJUSTED
 AJ3596  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AJ3596
 AJ3596  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3596  Type    PID    Designation                      North   East  Ellip
 AJ3596  -------------------------------------------------------------------
 AJ3596  NETWORK AJ3596 4HR3                              0.65   0.59   1.00
 AJ3596  -------------------------------------------------------------------
 AJ3596
 AJ3596.The horizontal coordinates were established by GPS observations
 AJ3596.and adjusted by the National Geodetic Survey in February 2007.
 AJ3596
 AJ3596.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3596.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3596.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3596.The epoch date for horizontal control is a decimal equivalence
 AJ3596.of Year/Month/Day.
 AJ3596
 AJ3596.The orthometric height was determined by GPS observations and a
 AJ3596.high-resolution geoid model.
 AJ3596.The orthometric height was determined by GPS observations and a
 AJ3596.high-resolution geoid model using precise GPS observation and
 AJ3596.processing techniques.
 AJ3596
 AJ3596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3596
 AJ3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3596
 AJ3596.The ellipsoidal height was determined by GPS observations
 AJ3596.and is referenced to NAD 83.
 AJ3596
 AJ3596.The geoid height was determined by GEOID03.
 AJ3596
 AJ3596;                    North         East     Units Scale Factor Converg.
 AJ3596;SPC AZ C     -   299,588.793    92,282.090   MT  1.00008067   -0 43 28.7
 AJ3596;SPC AZ C     -   982,902.86    302,762.76   iFT  1.00008067   -0 43 28.7
 AJ3596;UTM  12      - 3,730,552.925   293,988.898   MT  1.00012324   -1 14 00.7
 AJ3596
 AJ3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3596!SPC AZ C     -   0.99991158  x   1.00008067  =   0.99999224
 AJ3596!UTM  12      -   0.99991158  x   1.00012324  =   1.00003481
 AJ3596
 AJ3596                          SUPERSEDED SURVEY CONTROL
 AJ3596
 AJ3596  NAD 83(1992)-  33 41 41.88264(N)    113 13 21.67233(W) AD(       ) B
 AJ3596  ELLIP H (04/12/01)  563.319  (m)                       GP(       ) 3 2
 AJ3596
 AJ3596.Superseded values are not recommended for survey control.
 AJ3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3596.See file dsdata.txt to determine how the superseded data were derived.
 AJ3596
 AJ3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9398930553(NAD 83)
 AJ3596_MARKER: DD = SURVEY DISK
 AJ3596_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3596_STAMPING: 4HR3 1999
 AJ3596_MARK LOGO: MCDOT 
 AJ3596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3596+STABILITY: POSITION/ELEVATION WELL
 AJ3596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3596+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3596
 AJ3596  HISTORY     - Date     Condition        Report By
 AJ3596  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3596
 AJ3596                          STATION DESCRIPTION
 AJ3596
 AJ3596'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3596'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3596'PHOENIX, TOWNSHIP 04 NORTH, RANGE 09 WEST, SECTION 18
 AJ3596'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3596'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3596'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3596'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3596'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3596'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.5 MI (20.1 KM) NORTH THEN
 AJ3596'EAST (PAST A HILL WITH AN OLD MINE ON EAST SIDE OF ROAD) TO A DIRT
 AJ3596'ROAD (THIS DIRT ROAD IS LOCATED 0.5 MI (0.8 KM) SOUTHWEST OF LITTLE
 AJ3596'HORN PEAK ROAD) ,THENCE TURN RIGHT (SOUTHEAST) ON TO DIRT ROAD
 AJ3596'CROSSING TIGER WASH AND DRIVE 0.2 MI (0.3 KM) TO A DIRT ROAD, THENCE
 AJ3596'TURN RIGHT (SOUTHWESTERLY) ON TO DIRT ROAD AND DRIVE 8.4 MI (13.5 KM)
 AJ3596'(THE ROAD WILL MEANDERING TO THE SOUTH, EAST AND END UP HEADING IN A
 AJ3596'NORTHEASTERLY DIRECTION, PASSING STATION NUMBER 4IS2 ON SOUTH SIDE OF
 AJ3596'ROAD AND PASSING BETWEEN THE MOUNTAINS) TO A DIRT ROAD LOCATED 100 FT
 AJ3596'(30.5 M) WEST OF A STOP SIGN, THENCE TURN LEFT (NORTH) ON TO DIRT ROAD
 AJ3596'AND DRIVE 0.2 MI (0.3 KM) TO A HILL ON THE EAST SIDE, THENCE PARK
 AJ3596'VEHICLE AND HIKE EAST 500 FT (152.4 M) TO TOP OF HILL AND TO THE
 AJ3596'STATION AS DESCRIBED
 AJ3596'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3596'COUNTY D.O.T.  BRASS DISK, STAMPED 4HR3 1999, SET IN BEDROCK, NO
 AJ3596'CARSONITE WITNESS POST
 AJ3596'STATION TIES - FURTHEST TO CLOSEST
 AJ3596'8.8 MI (14.2 KM) - SOUTHEASTERLY OF TIGER WASH
 AJ3596'8.8 MI (14.2 KM) - SOUTHEASTERLY OF EAGLE EYE ROAD
 AJ3596'0.2 MI (0.3 KM) - NORTH OF DIRT ROAD
 AJ3596'500 FT (152.4 M) - EAST OF DIRT ROAD AT TOP OF HILL
 AJ3596'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3596'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3597 ***********************************************************************
 AJ3597  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3597  DESIGNATION -  4HT3
 AJ3597  PID         -  AJ3597
 AJ3597  STATE/COUNTY-  AZ/MARICOPA
 AJ3597  USGS QUAD   -  WELDON HILL (1990)
 AJ3597
 AJ3597                         *CURRENT SURVEY CONTROL
 AJ3597  ___________________________________________________________________
 AJ3597* NAD 83(2007)-  33 41 07.84390(N)    113 16 07.54502(W)     ADJUSTED  
 AJ3597* NAVD 88     -       519.60   (meters)    1704.7    (feet)  GPS OBS   
 AJ3597  ___________________________________________________________________
 AJ3597  EPOCH DATE  -        2007.00
 AJ3597  X           -  -2,098,908.858 (meters)                     COMP
 AJ3597  Y           -  -4,880,935.103 (meters)                     COMP
 AJ3597  Z           -   3,517,745.153 (meters)                     COMP
 AJ3597  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AJ3597  ELLIP HEIGHT-         488.911 (meters)          (02/10/07) ADJUSTED
 AJ3597  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AJ3597
 AJ3597  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3597  Type    PID    Designation                      North   East  Ellip
 AJ3597  -------------------------------------------------------------------
 AJ3597  NETWORK AJ3597 4HT3                              0.69   0.63   1.08
 AJ3597  -------------------------------------------------------------------
 AJ3597
 AJ3597.The horizontal coordinates were established by GPS observations
 AJ3597.and adjusted by the National Geodetic Survey in February 2007.
 AJ3597
 AJ3597.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3597.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3597.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3597.The epoch date for horizontal control is a decimal equivalence
 AJ3597.of Year/Month/Day.
 AJ3597
 AJ3597.The orthometric height was determined by GPS observations and a
 AJ3597.high-resolution geoid model.
 AJ3597.The orthometric height was determined by GPS observations and a
 AJ3597.high-resolution geoid model using precise GPS observation and
 AJ3597.processing techniques.
 AJ3597
 AJ3597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3597
 AJ3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3597
 AJ3597.The ellipsoidal height was determined by GPS observations
 AJ3597.and is referenced to NAD 83.
 AJ3597
 AJ3597.The geoid height was determined by GEOID03.
 AJ3597
 AJ3597;                    North         East     Units Scale Factor Converg.
 AJ3597;SPC AZ C     -   298,594.997    87,996.495   MT  1.00009369   -0 45 00.1
 AJ3597;SPC AZ C     -   979,642.38    288,702.41   iFT  1.00009369   -0 45 00.1
 AJ3597;UTM  12      - 3,729,597.182   289,694.444   MT  1.00014528   -1 15 31.7
 AJ3597
 AJ3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3597!SPC AZ C     -   0.99992325  x   1.00009369  =   1.00001693
 AJ3597!UTM  12      -   0.99992325  x   1.00014528  =   1.00006852
 AJ3597
 AJ3597                          SUPERSEDED SURVEY CONTROL
 AJ3597
 AJ3597  NAD 83(1992)-  33 41 07.84292(N)    113 16 07.54480(W) AD(       ) B
 AJ3597  ELLIP H (04/12/01)  488.938  (m)                       GP(       ) 3 2
 AJ3597
 AJ3597.Superseded values are not recommended for survey control.
 AJ3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3597.See file dsdata.txt to determine how the superseded data were derived.
 AJ3597
 AJ3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8969429597(NAD 83)
 AJ3597_MARKER: DD = SURVEY DISK
 AJ3597_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3597_STAMPING: 4HT3 1999
 AJ3597_MARK LOGO: MCDOT 
 AJ3597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3597+STABILITY: POSITION/ELEVATION WELL
 AJ3597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3597+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3597
 AJ3597  HISTORY     - Date     Condition        Report By
 AJ3597  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3597
 AJ3597                          STATION DESCRIPTION
 AJ3597
 AJ3597'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3597'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3597'PHOENIX, TOWNSHIP 04 NORTH, RANGE 10 WEST, SECTION 15
 AJ3597'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3597'4 WHEEL DRIVE VEHICLE WILL BE NEEDED TO REACH STATION
 AJ3597'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3597'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3597'SALOME ROAD, THENCE TURN RIGHT (NORTHWEST) ON TO SALOME ROAD AND DRIVE
 AJ3597'9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT (NORTH) ON TO
 AJ3597'EAGLE EYE ROAD AND DRIVE 3.6 MI (5.8 KM) TO A DIRT ROAD 0.7 MI (1.1
 AJ3597'KM) NORTH OF MILE POST 03, THENCE TURN RIGHT (EAST) ON TO DIRT ROAD
 AJ3597'AND DRIVE EASTERLY 0.4 MI (0.6 KM) TO A TANK AND CORRAL ON NORTH SIDE
 AJ3597'OF ROAD, THENCE CONTINUE TO DRIVE EASTERLY THEN NORTHEASTERLY ON THE
 AJ3597'DIRT FOR 1.8 MI (2.9 KM) TO A FORK IN THE ROAD, THENCE VEER LEFT AT
 AJ3597'THE FORK AND DRIVE NORTHERLY FOR 0.4 MI (0.6 KM) TO A UNNAMED DIRT
 AJ3597'ROAD ON RIGHT (WEST) SIDE (YOU WILL PASS THROUGH 2 WASHES ALONG THE
 AJ3597'WAY, THE FIRST AT 0.1 MI FROM FORK AND THE OTHER AT 0.2 MI FROM FORK),
 AJ3597'THENCE TURN LEFT (NORTHWESTERLY) ON TO A JEEP TRAIL AND DRIVE
 AJ3597'WEST-NORTHWEST FOR 0.3 MI (0.5 KM) AND PARK, THENCE HIKE (WEST) 250 FT
 AJ3597'(76.2 M) UP HILL AND TO THE STATION AS DESCRIBED
 AJ3597'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3597'COUNTY D.O.T.  BRASS DISK, STAMPED 4HT3 1999, SET IN ROCK OUTCROPPING,
 AJ3597'NO CARSONITE WITNESS POST
 AJ3597'STATION TIES - FURTHEST TO CLOSEST
 AJ3597'250 FT (76.2 M) - WEST OF THE END OF THE JEEP TRAIL/BOTTOM OF HILL
 AJ3597'30 FT (9.1 M) - SOUTHWEST OF A TREE
 AJ3597'25 FT (7.6 M) - NORTH OF A DIFFERENT TREE
 AJ3597'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3597'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3867 ***********************************************************************
 AJ3867  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3867  DESIGNATION -  4IC1
 AJ3867  PID         -  AJ3867
 AJ3867  STATE/COUNTY-  AZ/MARICOPA
 AJ3867  USGS QUAD   -  MC MICKEN DAM (1981)
 AJ3867
 AJ3867                         *CURRENT SURVEY CONTROL
 AJ3867  ___________________________________________________________________
 AJ3867* NAD 83(2007)-  33 43 28.48941(N)    112 24 36.55734(W)     ADJUSTED  
 AJ3867* NAVD 88     -       433.97   (meters)    1423.8    (feet)  GPS OBS   
 AJ3867  ___________________________________________________________________
 AJ3867  EPOCH DATE  -        2007.00
 AJ3867  X           -  -2,024,588.827 (meters)                     COMP
 AJ3867  Y           -  -4,909,550.726 (meters)                     COMP
 AJ3867  Z           -   3,521,303.259 (meters)                     COMP
 AJ3867  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AJ3867  ELLIP HEIGHT-         404.093 (meters)          (02/10/07) ADJUSTED
 AJ3867  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AJ3867
 AJ3867  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3867  Type    PID    Designation                      North   East  Ellip
 AJ3867  -------------------------------------------------------------------
 AJ3867  NETWORK AJ3867 4IC1                              0.69   0.65   1.06
 AJ3867  -------------------------------------------------------------------
 AJ3867
 AJ3867.The horizontal coordinates were established by GPS observations
 AJ3867.and adjusted by the National Geodetic Survey in February 2007.
 AJ3867
 AJ3867.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3867.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3867.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3867.The epoch date for horizontal control is a decimal equivalence
 AJ3867.of Year/Month/Day.
 AJ3867
 AJ3867.The orthometric height was determined by GPS observations and a
 AJ3867.high-resolution geoid model.
 AJ3867.The orthometric height was determined by GPS observations and a
 AJ3867.high-resolution geoid model using precise GPS observation and
 AJ3867.processing techniques.
 AJ3867
 AJ3867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3867
 AJ3867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3867
 AJ3867.The ellipsoidal height was determined by GPS observations
 AJ3867.and is referenced to NAD 83.
 AJ3867
 AJ3867.The geoid height was determined by GEOID03.
 AJ3867
 AJ3867;                    North         East     Units Scale Factor Converg.
 AJ3867;SPC AZ C     -   302,216.737   167,626.946   MT  0.99992578   -0 16 26.4
 AJ3867;SPC AZ C     -   991,524.73    549,957.17   iFT  0.99992578   -0 16 26.4
 AJ3867;UTM  12      - 3,732,511.416   369,351.381   MT  0.99981043   -0 46 58.9
 AJ3867
 AJ3867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3867!SPC AZ C     -   0.99993657  x   0.99992578  =   0.99986235
 AJ3867!UTM  12      -   0.99993657  x   0.99981043  =   0.99974701
 AJ3867
 AJ3867                          SUPERSEDED SURVEY CONTROL
 AJ3867
 AJ3867  NAD 83(1992)-  33 43 28.48869(N)    112 24 36.55679(W) AD(       ) B
 AJ3867  ELLIP H (04/12/01)  404.118  (m)                       GP(       ) 3 2
 AJ3867
 AJ3867.Superseded values are not recommended for survey control.
 AJ3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3867.See file dsdata.txt to determine how the superseded data were derived.
 AJ3867
 AJ3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6935132511(NAD 83)
 AJ3867_MARKER: I = METAL ROD
 AJ3867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3867_STAMPING: 4IC1 1999
 AJ3867_MARK LOGO: MCDOT 
 AJ3867_PROJECTION: FLUSH
 AJ3867_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3867+STABILITY: POSITION/ELEVATION WELL
 AJ3867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3867+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2007
 AJ3867_ROD/PIPE-DEPTH: 10.9 meters
 AJ3867_SLEEVE-DEPTH  :  0.8 meters
 AJ3867
 AJ3867  HISTORY     - Date     Condition        Report By
 AJ3867  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3867  HISTORY     - 20070403 GOOD             INDIV
 AJ3867
 AJ3867                          STATION DESCRIPTION
 AJ3867
 AJ3867'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3867'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF SUN CITY
 AJ3867'WEST, TOWNSHIP 4 NORTH, RANGE 2 WEST, SECTION 1
 AJ3867'OWNERSHIP - MARICOPA COUNTY
 AJ3867'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3867'163RD AVENUE, DRIVE NORTH ON 163RD AVENUE 2.6 MI (4.2 KM) TO THE
 AJ3867'INTERSECTION OF JOMAX ROAD AND 163RD AVENUE, THENCE TURN RIGHT (EAST)
 AJ3867'ONTO JOMAX ROAD AND DRIVE 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT
 AJ3867'43 FT (13.1 M) SOUTH OF JOMAX ROAD
 AJ3867'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 35.8 FOOT
 AJ3867'(10.9 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3867'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3867'ACCESS COVER STAMPED 4IC1 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3867'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3867'STATION TIES -
 AJ3867'43 FT (13.1 M) SOUTH OF JOMAX ROAD
 AJ3867'0.1 MI (0.2 KM) EAST OF 163RD AVENUE
 AJ3867'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3867'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3867
 AJ3867                          STATION RECOVERY (2007)
 AJ3867
 AJ3867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BJU)
 AJ3867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3866 ***********************************************************************
 AJ3866  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3866  DESIGNATION -  4IE2
 AJ3866  PID         -  AJ3866
 AJ3866  STATE/COUNTY-  AZ/MARICOPA
 AJ3866  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3866
 AJ3866                         *CURRENT SURVEY CONTROL
 AJ3866  ___________________________________________________________________
 AJ3866* NAD 83(2007)-  33 43 21.46366(N)    112 30 47.05325(W)     ADJUSTED  
 AJ3866* NAVD 88     -       463.89   (meters)    1521.9    (feet)  GPS OBS   
 AJ3866  ___________________________________________________________________
 AJ3866  EPOCH DATE  -        2007.00
 AJ3866  X           -  -2,033,459.682 (meters)                     COMP
 AJ3866  Y           -  -4,906,040.155 (meters)                     COMP
 AJ3866  Z           -   3,521,139.765 (meters)                     COMP
 AJ3866  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ3866  ELLIP HEIGHT-         433.918 (meters)          (02/10/07) ADJUSTED
 AJ3866  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AJ3866
 AJ3866  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3866  Type    PID    Designation                      North   East  Ellip
 AJ3866  -------------------------------------------------------------------
 AJ3866  NETWORK AJ3866 4IE2                              0.73   0.74   1.18
 AJ3866  -------------------------------------------------------------------
 AJ3866
 AJ3866.The horizontal coordinates were established by GPS observations
 AJ3866.and adjusted by the National Geodetic Survey in February 2007.
 AJ3866
 AJ3866.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3866.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3866.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3866.The epoch date for horizontal control is a decimal equivalence
 AJ3866.of Year/Month/Day.
 AJ3866
 AJ3866.The orthometric height was determined by GPS observations and a
 AJ3866.high-resolution geoid model.
 AJ3866.The orthometric height was determined by GPS observations and a
 AJ3866.high-resolution geoid model using precise GPS observation and
 AJ3866.processing techniques.
 AJ3866
 AJ3866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3866
 AJ3866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3866
 AJ3866.The ellipsoidal height was determined by GPS observations
 AJ3866.and is referenced to NAD 83.
 AJ3866
 AJ3866.The geoid height was determined by GEOID03.
 AJ3866
 AJ3866;                    North         East     Units Scale Factor Converg.
 AJ3866;SPC AZ C     -   302,050.654   158,088.077   MT  0.99993765   -0 19 52.0
 AJ3866;SPC AZ C     -   990,979.84    518,661.67   iFT  0.99993765   -0 19 52.0
 AJ3866;UTM  12      - 3,732,430.094   359,812.418   MT  0.99984228   -0 50 24.5
 AJ3866
 AJ3866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3866!SPC AZ C     -   0.99993188  x   0.99993765  =   0.99986954
 AJ3866!UTM  12      -   0.99993188  x   0.99984228  =   0.99977418
 AJ3866
 AJ3866                          SUPERSEDED SURVEY CONTROL
 AJ3866
 AJ3866  NAD 83(1992)-  33 43 21.46293(N)    112 30 47.05278(W) AD(       ) B
 AJ3866  ELLIP H (04/12/01)  433.942  (m)                       GP(       ) 3 2
 AJ3866
 AJ3866.Superseded values are not recommended for survey control.
 AJ3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3866.See file dsdata.txt to determine how the superseded data were derived.
 AJ3866
 AJ3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5981232430(NAD 83)
 AJ3866_MARKER: I = METAL ROD
 AJ3866_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3866+WITH SETTING: INFORMATION.
 AJ3866_STAMPING: 4IE2 1999
 AJ3866_MARK LOGO: MCDOT 
 AJ3866_PROJECTION: FLUSH
 AJ3866_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3866+STABILITY: POSITION/ELEVATION WELL
 AJ3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3866+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2007
 AJ3866_ROD/PIPE-DEPTH:  1.9 meters
 AJ3866_SLEEVE-DEPTH  :  0.8 meters
 AJ3866
 AJ3866  HISTORY     - Date     Condition        Report By
 AJ3866  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3866  HISTORY     - 20070524 GOOD             MCDOT
 AJ3866
 AJ3866                          STATION DESCRIPTION
 AJ3866
 AJ3866'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3866'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF THE CITY OF
 AJ3866'SURPRISE, TOWNSHIP 4 NORTH, RANGE 3 WEST, SECTION 1
 AJ3866'OWNERSHIP - PRIVATE
 AJ3866'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3866'PATTON ROAD, DRIVE WEST ON PATTON ROAD 1.5 MI (2.4 KM) TO THE
 AJ3866'INTERSECTION OF 207TH AVENUE AND PATTON ROAD, THENCE TURN LEFT (SOUTH)
 AJ3866'ONTO 207TH AVENUE AND DRIVE SOUTHERLY 1.0 MI (1.6 KM) TO THE
 AJ3866'INTERSECTION OF JOMAX ROAD AND 207TH AVENUE, THENCE TURN RIGHT (WEST)
 AJ3866'ONTO JOMAX ROAD AND DRIVE 0.3 MI (0.5 KM) TO A DIRT ROAD ON THE LEFT
 AJ3866'JUST WEST OF A BARBED WIRE FENCE, THENCE TURN LEFT (SOUTH) ONTO THE
 AJ3866'DIRT ROAD AND DRIVE SOUTHERLY 560 FT (170.7 M) TO THE STATION ON THE
 AJ3866'RIGHT 51 FT (15.5 M) WEST OF THE BARBED WIRE FENCE TO THE LEFT OF THE
 AJ3866'ROAD
 AJ3866'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.2 FOOT (1.9
 AJ3866'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3866'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3866'COVER STAMPED 4IE2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3866'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3866'STATION TIES -
 AJ3866'560 FT (170.7 M) SOUTH OF JOMAX ROAD
 AJ3866'51 FT (15.5 M) WEST OF A BARBED WIRE FENCE
 AJ3866'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3866'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3866
 AJ3866                          STATION RECOVERY (2007)
 AJ3866
 AJ3866'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3865 ***********************************************************************
 AJ3865  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3865  DESIGNATION -  4IG2
 AJ3865  PID         -  AJ3865
 AJ3865  STATE/COUNTY-  AZ/MARICOPA
 AJ3865  USGS QUAD   -  WHITE TANK MTS NE (1978)
 AJ3865
 AJ3865                         *CURRENT SURVEY CONTROL
 AJ3865  ___________________________________________________________________
 AJ3865* NAD 83(2007)-  33 43 26.12272(N)    112 37 14.83944(W)     ADJUSTED  
 AJ3865* NAVD 88     -       500.68   (meters)    1642.6    (feet)  GPS OBS   
 AJ3865  ___________________________________________________________________
 AJ3865  EPOCH DATE  -        2007.00
 AJ3865  X           -  -2,042,660.721 (meters)                     COMP
 AJ3865  Y           -  -4,902,163.104 (meters)                     COMP
 AJ3865  Z           -   3,521,279.539 (meters)                     COMP
 AJ3865  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AJ3865  ELLIP HEIGHT-         470.614 (meters)          (02/10/07) ADJUSTED
 AJ3865  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AJ3865
 AJ3865  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3865  Type    PID    Designation                      North   East  Ellip
 AJ3865  -------------------------------------------------------------------
 AJ3865  NETWORK AJ3865 4IG2                              0.74   0.69   1.10
 AJ3865  -------------------------------------------------------------------
 AJ3865
 AJ3865.The horizontal coordinates were established by GPS observations
 AJ3865.and adjusted by the National Geodetic Survey in February 2007.
 AJ3865
 AJ3865.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3865.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3865.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3865.The epoch date for horizontal control is a decimal equivalence
 AJ3865.of Year/Month/Day.
 AJ3865
 AJ3865.The orthometric height was determined by GPS observations and a
 AJ3865.high-resolution geoid model.
 AJ3865.The orthometric height was determined by GPS observations and a
 AJ3865.high-resolution geoid model using precise GPS observation and
 AJ3865.processing techniques.
 AJ3865
 AJ3865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3865
 AJ3865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3865
 AJ3865.The ellipsoidal height was determined by GPS observations
 AJ3865.and is referenced to NAD 83.
 AJ3865
 AJ3865.The geoid height was determined by GEOID03.
 AJ3865
 AJ3865;                    North         East     Units Scale Factor Converg.
 AJ3865;SPC AZ C     -   302,257.095   148,106.037   MT  0.99995248   -0 23 27.4
 AJ3865;SPC AZ C     -   991,657.14    485,912.19   iFT  0.99995248   -0 23 27.4
 AJ3865;UTM  12      - 3,732,725.188   349,833.454   MT  0.99987800   -0 54 00.1
 AJ3865
 AJ3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3865!SPC AZ C     -   0.99992612  x   0.99995248  =   0.99987861
 AJ3865!UTM  12      -   0.99992612  x   0.99987800  =   0.99980413
 AJ3865
 AJ3865                          SUPERSEDED SURVEY CONTROL
 AJ3865
 AJ3865  NAD 83(1992)-  33 43 26.12198(N)    112 37 14.83900(W) AD(       ) B
 AJ3865  ELLIP H (04/12/01)  470.640  (m)                       GP(       ) 3 2
 AJ3865
 AJ3865.Superseded values are not recommended for survey control.
 AJ3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3865.See file dsdata.txt to determine how the superseded data were derived.
 AJ3865
 AJ3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4983332725(NAD 83)
 AJ3865_MARKER: I = METAL ROD
 AJ3865_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3865_STAMPING: 4IG2 1999
 AJ3865_MARK LOGO: MCDOT 
 AJ3865_PROJECTION: FLUSH
 AJ3865_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3865+STABILITY: POSITION/ELEVATION WELL
 AJ3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3865+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2006
 AJ3865_ROD/PIPE-DEPTH: 14.4 meters
 AJ3865_SLEEVE-DEPTH  :  0.8 meters
 AJ3865
 AJ3865  HISTORY     - Date     Condition        Report By
 AJ3865  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3865  HISTORY     - 20060103 GOOD             EVANS
 AJ3865
 AJ3865                          STATION DESCRIPTION
 AJ3865
 AJ3865'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3865'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NORTHWEST OF THE CITY OF
 AJ3865'SURPRISE, TOWNSHIP 4 NORTH, RANGE 4 WEST, SECTION 1
 AJ3865'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3865'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3865'PATTON ROAD, DRIVE WEST ON PATTON ROAD 8.1 MI (13.0 KM) TO A CATTLE
 AJ3865'GUARD IN THE ROAD, THENCE DRIVE OVER THE CATTLE GUARD AND TURN LEFT
 AJ3865'(SOUTH) ONTO AN UNMARKED DIRT ROAD WITH A GATE IN A BARBED WIRE FENCE,
 AJ3865'THENCE DRIVE THROUGH THE GATE AND DRIVE SOUTHERLY ON THE DIRT ROAD 1.0
 AJ3865'MI (1.6 KM) TO THE STATION (NOTE-DIRT ROAD RUNS SOUTHERLY ON THE WEST
 AJ3865'SIDE OF A BARBED WIRE FENCE) THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3865'COMPRESSED ON A 47.2 FOOT (14.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3865'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3865'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4IG2 1999, SURROUNDED
 AJ3865'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3865'CARSONITE MARKER
 AJ3865'STATION TIES -
 AJ3865'120 FT (36.6 M) SOUTHWEST OF A BARBED WIRE FENCE CORNER
 AJ3865'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3865'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3865
 AJ3865                          STATION RECOVERY (2006)
 AJ3865
 AJ3865'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MRV)
 AJ3865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3864 ***********************************************************************
 AJ3864  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3864  DESIGNATION -  4II2
 AJ3864  PID         -  AJ3864
 AJ3864  STATE/COUNTY-  AZ/MARICOPA
 AJ3864  USGS QUAD   -  DAGGS TANK (1988)
 AJ3864
 AJ3864                         *CURRENT SURVEY CONTROL
 AJ3864  ___________________________________________________________________
 AJ3864* NAD 83(2007)-  33 43 17.06349(N)    112 43 58.58081(W)     ADJUSTED  
 AJ3864* NAVD 88     -       494.41   (meters)    1622.1    (feet)  GPS OBS   
 AJ3864  ___________________________________________________________________
 AJ3864  EPOCH DATE  -        2007.00
 AJ3864  X           -  -2,052,310.081 (meters)                     COMP
 AJ3864  Y           -  -4,898,293.421 (meters)                     COMP
 AJ3864  Z           -   3,521,043.798 (meters)                     COMP
 AJ3864  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3864  ELLIP HEIGHT-         464.180 (meters)          (02/10/07) ADJUSTED
 AJ3864  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AJ3864
 AJ3864  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3864  Type    PID    Designation                      North   East  Ellip
 AJ3864  -------------------------------------------------------------------
 AJ3864  NETWORK AJ3864 4II2                              0.78   0.69   1.18
 AJ3864  -------------------------------------------------------------------
 AJ3864
 AJ3864.The horizontal coordinates were established by GPS observations
 AJ3864.and adjusted by the National Geodetic Survey in February 2007.
 AJ3864
 AJ3864.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3864.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3864.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3864.The epoch date for horizontal control is a decimal equivalence
 AJ3864.of Year/Month/Day.
 AJ3864
 AJ3864.The orthometric height was determined by GPS observations and a
 AJ3864.high-resolution geoid model.
 AJ3864.The orthometric height was determined by GPS observations and a
 AJ3864.high-resolution geoid model using precise GPS observation and
 AJ3864.processing techniques.
 AJ3864
 AJ3864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3864
 AJ3864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3864
 AJ3864.The ellipsoidal height was determined by GPS observations
 AJ3864.and is referenced to NAD 83.
 AJ3864
 AJ3864.The geoid height was determined by GEOID03.
 AJ3864
 AJ3864;                    North         East     Units Scale Factor Converg.
 AJ3864;SPC AZ C     -   302,054.560   137,710.128   MT  0.99997053   -0 27 11.4
 AJ3864;SPC AZ C     -   990,992.65    451,804.88   iFT  0.99997053   -0 27 11.4
 AJ3864;UTM  12      - 3,732,615.036   339,436.816   MT  0.99991783   -0 57 44.1
 AJ3864
 AJ3864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3864!SPC AZ C     -   0.99992713  x   0.99997053  =   0.99989767
 AJ3864!UTM  12      -   0.99992713  x   0.99991783  =   0.99984497
 AJ3864
 AJ3864                          SUPERSEDED SURVEY CONTROL
 AJ3864
 AJ3864  NAD 83(1992)-  33 43 17.06273(N)    112 43 58.58041(W) AD(       ) B
 AJ3864  ELLIP H (04/12/01)  464.205  (m)                       GP(       ) 3 2
 AJ3864
 AJ3864.Superseded values are not recommended for survey control.
 AJ3864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3864.See file dsdata.txt to determine how the superseded data were derived.
 AJ3864
 AJ3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3943732615(NAD 83)
 AJ3864_MARKER: I = METAL ROD
 AJ3864_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3864+WITH SETTING: INFORMATION.
 AJ3864_STAMPING: 4II2 1999
 AJ3864_MARK LOGO: MCDOT 
 AJ3864_PROJECTION: FLUSH
 AJ3864_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3864+STABILITY: POSITION/ELEVATION WELL
 AJ3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3864+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3864_ROD/PIPE-DEPTH:  0.9 meters
 AJ3864_SLEEVE-DEPTH  :  0.8 meters
 AJ3864
 AJ3864  HISTORY     - Date     Condition        Report By
 AJ3864  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3864
 AJ3864                          STATION DESCRIPTION
 AJ3864
 AJ3864'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3864'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) WEST-NORTHWEST OF SUN
 AJ3864'CITY WEST, TOWNSHIP 4 NORTH, RANGE 5 WEST, SECTION 2
 AJ3864'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3864'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3864'PATTON ROAD DRIVE WEST ON PATTON ROAD 13.1 MI (21.1 KM) TO THE
 AJ3864'INTERSECTION OF 299TH AVENUE AND PATTON ROAD, THENCE TURN LEFT ONTO
 AJ3864'299TH AVENUE (DIRT ROAD) AND DRIVE SOUTHWESTERLY 1.4 MI (2.3 KM) PAST
 AJ3864'SEVERAL RESIDENTIAL HOUSES TO A GATE IN A BARBED WIRE FENCE, THENCE
 AJ3864'DRIVE THROUGH THE DATE AND CONTINUE DRIVING ON THE DIRT ROAD
 AJ3864'SOUTHEASTERLY 0.6 MI (1.0 KM) TO A WASH, THENCE CROSS THE WASH AND
 AJ3864'DRIVE EASTERLY 0.2 MI (0.3 KM) TO A GATE IN A BARBED WIRE FENCE,
 AJ3864'THENCE DRIVE THROUGH THE GATE 13.5 FT (4.1 M) TO THE STATION 45 FT
 AJ3864'(13.7 M) ON THE RIGHT
 AJ3864'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 3.0 FOOT (0.9
 AJ3864'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3864'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3864'COVER STAMPED 4II2 1999, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3864'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3864'STATION TIES -
 AJ3864'13.5 FT (4.1 M) WEST OF A BARBED WIRE FENCE
 AJ3864'45 FT (13.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3864'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3864'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3598 ***********************************************************************
 AJ3598  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3598  DESIGNATION -  4IK2
 AJ3598  PID         -  AJ3598
 AJ3598  STATE/COUNTY-  AZ/MARICOPA
 AJ3598  USGS QUAD   -  STAR WELL (1989)
 AJ3598
 AJ3598                         *CURRENT SURVEY CONTROL
 AJ3598  ___________________________________________________________________
 AJ3598* NAD 83(2007)-  33 43 20.24070(N)    112 49 51.06143(W)     ADJUSTED  
 AJ3598* NAVD 88     -       501.20   (meters)    1644.4    (feet)  GPS OBS   
 AJ3598  ___________________________________________________________________
 AJ3598  EPOCH DATE  -        2007.00
 AJ3598  X           -  -2,060,658.716 (meters)                     COMP
 AJ3598  Y           -  -4,894,734.161 (meters)                     COMP
 AJ3598  Z           -   3,521,128.932 (meters)                     COMP
 AJ3598  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AJ3598  ELLIP HEIGHT-         470.860 (meters)          (02/10/07) ADJUSTED
 AJ3598  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AJ3598
 AJ3598  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3598  Type    PID    Designation                      North   East  Ellip
 AJ3598  -------------------------------------------------------------------
 AJ3598  NETWORK AJ3598 4IK2                              0.59   0.51   0.92
 AJ3598  -------------------------------------------------------------------
 AJ3598
 AJ3598.The horizontal coordinates were established by GPS observations
 AJ3598.and adjusted by the National Geodetic Survey in February 2007.
 AJ3598
 AJ3598.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3598.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3598.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3598.The epoch date for horizontal control is a decimal equivalence
 AJ3598.of Year/Month/Day.
 AJ3598
 AJ3598.The orthometric height was determined by GPS observations and a
 AJ3598.high-resolution geoid model.
 AJ3598.The orthometric height was determined by GPS observations and a
 AJ3598.high-resolution geoid model using precise GPS observation and
 AJ3598.processing techniques.
 AJ3598
 AJ3598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3598
 AJ3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3598
 AJ3598.The ellipsoidal height was determined by GPS observations
 AJ3598.and is referenced to NAD 83.
 AJ3598
 AJ3598.The geoid height was determined by GEOID03.
 AJ3598
 AJ3598;                    North         East     Units Scale Factor Converg.
 AJ3598;SPC AZ C     -   302,228.527   128,636.566   MT  0.99998846   -0 30 27.2
 AJ3598;SPC AZ C     -   991,563.41    422,035.98   iFT  0.99998846   -0 30 27.2
 AJ3598;UTM  12      - 3,732,869.606   330,365.550   MT  0.99995476   -1 01 00.0
 AJ3598
 AJ3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3598!SPC AZ C     -   0.99992609  x   0.99998846  =   0.99991455
 AJ3598!UTM  12      -   0.99992609  x   0.99995476  =   0.99988085
 AJ3598
 AJ3598                          SUPERSEDED SURVEY CONTROL
 AJ3598
 AJ3598  NAD 83(1992)-  33 43 20.23990(N)    112 49 51.06104(W) AD(       ) B
 AJ3598  ELLIP H (04/12/01)  470.887  (m)                       GP(       ) 3 2
 AJ3598
 AJ3598.Superseded values are not recommended for survey control.
 AJ3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3598.See file dsdata.txt to determine how the superseded data were derived.
 AJ3598
 AJ3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3036632870(NAD 83)
 AJ3598_MARKER: I = METAL ROD
 AJ3598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3598_STAMPING: 4IK2 1999
 AJ3598_MARK LOGO: MCDOT 
 AJ3598_PROJECTION: FLUSH
 AJ3598_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3598+STABILITY: POSITION/ELEVATION WELL
 AJ3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3598+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3598_ROD/PIPE-DEPTH:  4.6 meters
 AJ3598_SLEEVE-DEPTH  :  0.8 meters
 AJ3598
 AJ3598  HISTORY     - Date     Condition        Report By
 AJ3598  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3598
 AJ3598                          STATION DESCRIPTION
 AJ3598
 AJ3598'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3598'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3598'PHOENIX, TOWNSHIP 04 NORTH, RANGE 05 WEST, SECTION 01
 AJ3598'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3598'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3598'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3598'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3598'2.1 MI (3.4 KM) TO AN INTERSECTION OF INDIAN SCHOOL ROAD, THENCE TURN
 AJ3598'LEFT (WEST) ON TO INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO AN
 AJ3598'INTERSECTION OF 355TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 355TH
 AJ3598'AVENUE (WHICH TURNS INTO WICKENBURG HIGHWAY TO THE NORTH) AND DRIVE
 AJ3598'FOR 12.4 MI (20.0 KM) TO A UNNAMED DIRT ROAD CROSSING WICKENBURG
 AJ3598'HIGHWAY (UNNAMED DIRT ROAD IS LOCATED 0.4 MI (0.6 KM) NORTH OF MILE
 AJ3598'POST 12 AND 10 FT SOUTH OF CATTLE GUARD AND FENCE), THENCE TURN RIGHT
 AJ3598'(EAST) ON TO DIRT ROAD AND DRIVE 1.0 MI (1.6 KM) TO A BEND IN THE
 AJ3598'ROAD, THENCE CONTINUE AROUND BEND AND DRIVE 2.4 MI (3.9 KM) NORTH
 AJ3598'(FOLLOWING FENCE LINE LOCATED 10 FT (3.0 M) WEST OF ROAD) TO A DIRT
 AJ3598'ROAD THAT LIES DIRECTLY UNDER OVERHEAD POWER LINES, THENCE TURN LEFT
 AJ3598'(NORTHWEST) ON TO DIRT ROAD (STAYING UNDER SAID POWER LINES) DRIVE FOR
 AJ3598'1.3 MI (2.1 KM) TO A FORK IN ROAD, THENCE BEAR RIGHT NORTHWESTERLY) AT
 AJ3598'FORK AND DRIVE 0.4 MI (0.6 KM) TO THE STATION AS DESCRIBED
 AJ3598'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3598'COMPRESSED ON A 15 FOOT (4.6 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3598'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3598'WITH A COUNTY LOGO ACCESS COVER STAMPED 4IK2 1999, SURROUNDED WITH A
 AJ3598'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3598'MARKER
 AJ3598'STATION TIES - FURTHEST TO CLOSEST
 AJ3598'1.7 MI (2.7 KM) - NORTHWEST OF UNLOCKED GATE
 AJ3598'700 FT (213.4 M) - NORTHEAST OF CENTERLINE OF OVERHEAD POWER LINES
 AJ3598'28 FT (8.5 M) - NORTHEAST OF DIRT ROAD
 AJ3598'6 FT (1.8 M) - NORTH OF CARSONITE WITNESS POST
 AJ3598'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3598'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3599 ***********************************************************************
 AJ3599  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3599  DESIGNATION -  4IM2
 AJ3599  PID         -  AJ3599
 AJ3599  STATE/COUNTY-  AZ/MARICOPA
 AJ3599  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 AJ3599
 AJ3599                         *CURRENT SURVEY CONTROL
 AJ3599  ___________________________________________________________________
 AJ3599* NAD 83(2007)-  33 43 25.20770(N)    112 55 10.12022(W)     ADJUSTED  
 AJ3599* NAVD 88     -       554.93   (meters)    1820.6    (feet)  GPS OBS   
 AJ3599  ___________________________________________________________________
 AJ3599  EPOCH DATE  -        2007.00
 AJ3599  X           -  -2,068,211.931 (meters)                     COMP
 AJ3599  Y           -  -4,891,503.685 (meters)                     COMP
 AJ3599  Z           -   3,521,286.049 (meters)                     COMP
 AJ3599  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AJ3599  ELLIP HEIGHT-         524.576 (meters)          (02/10/07) ADJUSTED
 AJ3599  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AJ3599
 AJ3599  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3599  Type    PID    Designation                      North   East  Ellip
 AJ3599  -------------------------------------------------------------------
 AJ3599  NETWORK AJ3599 4IM2                              0.61   0.53   0.92
 AJ3599  -------------------------------------------------------------------
 AJ3599
 AJ3599.The horizontal coordinates were established by GPS observations
 AJ3599.and adjusted by the National Geodetic Survey in February 2007.
 AJ3599
 AJ3599.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3599.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3599.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3599.The epoch date for horizontal control is a decimal equivalence
 AJ3599.of Year/Month/Day.
 AJ3599
 AJ3599.The orthometric height was determined by GPS observations and a
 AJ3599.high-resolution geoid model.
 AJ3599.The orthometric height was determined by GPS observations and a
 AJ3599.high-resolution geoid model using precise GPS observation and
 AJ3599.processing techniques.
 AJ3599
 AJ3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3599
 AJ3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3599
 AJ3599.The ellipsoidal height was determined by GPS observations
 AJ3599.and is referenced to NAD 83.
 AJ3599
 AJ3599.The geoid height was determined by GEOID03.
 AJ3599
 AJ3599;                    North         East     Units Scale Factor Converg.
 AJ3599;SPC AZ C     -   302,457.850   120,424.054   MT  1.00000644   -0 33 24.4
 AJ3599;SPC AZ C     -   992,315.78    395,092.04   iFT  1.00000644   -0 33 24.4
 AJ3599;UTM  12      - 3,733,171.889   322,155.606   MT  0.99998993   -1 03 57.4
 AJ3599
 AJ3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3599!SPC AZ C     -   0.99991765  x   1.00000644  =   0.99992409
 AJ3599!UTM  12      -   0.99991765  x   0.99998993  =   0.99990759
 AJ3599
 AJ3599                          SUPERSEDED SURVEY CONTROL
 AJ3599
 AJ3599  NAD 83(1992)-  33 43 25.20686(N)    112 55 10.11984(W) AD(       ) B
 AJ3599  ELLIP H (04/12/01)  524.603  (m)                       GP(       ) 3 2
 AJ3599
 AJ3599.Superseded values are not recommended for survey control.
 AJ3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3599.See file dsdata.txt to determine how the superseded data were derived.
 AJ3599
 AJ3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2215633172(NAD 83)
 AJ3599_MARKER: I = METAL ROD
 AJ3599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3599+WITH SETTING: INFORMATION.
 AJ3599_STAMPING: 4IM2 1999
 AJ3599_MARK LOGO: MCDOT 
 AJ3599_PROJECTION: FLUSH
 AJ3599_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3599+STABILITY: POSITION/ELEVATION WELL
 AJ3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3599+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3599_ROD/PIPE-DEPTH:  1.1 meters
 AJ3599_SLEEVE-DEPTH  :  0.8 meters
 AJ3599
 AJ3599  HISTORY     - Date     Condition        Report By
 AJ3599  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3599
 AJ3599                          STATION DESCRIPTION
 AJ3599
 AJ3599'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3599'THE STATION IS LOCATED ABOUT 36.3 MI (58.4 KM) WEST OF THE CITY OF
 AJ3599'PHOENIX, TOWNSHIP 04 NORTH, RANGE 06 WEST, SECTION 06
 AJ3599'OWNERSHIP - ARIZONA STATE LAND DEPARTMENT
 AJ3599'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3599'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 36.3 MI (58.4 KM) TO
 AJ3599'339TH AVENUE, THENCE TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE
 AJ3599'2.1 MI (3.4 KM) TO INDIAN SCHOOL ROAD, THENCE TURN LEFT (WEST) ON TO
 AJ3599'INDIAN SCHOOL ROAD AND DRIVE 2.0 MI (3.2 KM) TO 355TH AVENUE, THENCE
 AJ3599'TURN RIGHT (NORTH) ON TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST
 AJ3599'10 (AT THIS POINT 355TH AVENUE BECOMES WICKENBURG HIGHWAY) , THENCE
 AJ3599'CONTINUE NORTH ON WICKENBURG HIGHWAY FOR 13.2 MI (21.2 KM) TO AN
 AJ3599'INTERSECTION OF VULTURE MINE ROAD AND WICKENBURG HIGHWAY, THENCE TURN
 AJ3599'LEFT (SOUTHWEST) ON TO VULTURE MINE ROAD AND DRIVE 1.7 MI (2.7 KM)
 AJ3599'(CROSSING JACKRABBIT WASH AND AN UNNAMED WASH) TO A T INTERSECTION OF
 AJ3599'A DIRT ROAD, THENCE TURN RIGHT (WEST) ON TO DIRT ROAD AND DRIVE 0.2 MI
 AJ3599'(0.3 KM) TO A FORK IN THE ROAD, THENCE VEER LEFT AND CONTINUE WEST AND
 AJ3599'DRIVE 0.5 MI (0.8 KM) TO ANOTHER FORK IN THE ROAD, THENCE VEER RIGHT
 AJ3599'AND CONTINUE WEST AND DRIVE 0.8 MI (1.3 KM) TO A BARBED WIRE FENCE
 AJ3599'WITH GATE, CONTINUE THROUGH GATE DRIVING WEST FOR 0.1 MI (0.2 KM) TO A
 AJ3599'4 WAY INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO
 AJ3599'DIRT ROAD AND DRIVE 1.95 (3.1 KM) TO THE STATION ON THE RIGHT (EAST)
 AJ3599'AS DESCRIBED
 AJ3599'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3599'COMPRESSED ON A 3.7 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3599'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3599'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4IM2 1999, SURROUNDED
 AJ3599'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3599'CARSONITE MARKER
 AJ3599'STATION TIES - FURTHEST TO CLOSEST
 AJ3599'0.8 MI (1.3 KM) - SOUTH OF LOCKED GATE WITH NO TRESPASSING SIGN
 AJ3599'230 FT (70.1 M) - SOUTH AND 25 FT (7.6 M) EAST OF NW CORNER SECTION
 AJ3599'06, T4N, R6W GLO BRASS CAP AT FENCE CORNER
 AJ3599'25 FT (7.6 M) - EAST OF BARBED WIRE FENCE
 AJ3599'DIRT ROAD IS 10 FT (3.0 M) WEST OF BARBED WIRE FENCE
 AJ3599'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3599'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3599'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3600 ***********************************************************************
 AJ3600  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3600  DESIGNATION -  4IN3
 AJ3600  PID         -  AJ3600
 AJ3600  STATE/COUNTY-  AZ/MARICOPA
 AJ3600  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3600
 AJ3600                         *CURRENT SURVEY CONTROL
 AJ3600  ___________________________________________________________________
 AJ3600* NAD 83(2007)-  33 45 12.90310(N)    112 58 54.69696(W)     ADJUSTED  
 AJ3600* NAVD 88     -       631.03   (meters)    2070.3    (feet)  GPS OBS   
 AJ3600  ___________________________________________________________________
 AJ3600  EPOCH DATE  -        2007.00
 AJ3600  X           -  -2,072,841.582 (meters)                     COMP
 AJ3600  Y           -  -4,887,610.468 (meters)                     COMP
 AJ3600  Z           -   3,524,087.889 (meters)                     COMP
 AJ3600  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AJ3600  ELLIP HEIGHT-         600.724 (meters)          (02/10/07) ADJUSTED
 AJ3600  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3600
 AJ3600  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3600  Type    PID    Designation                      North   East  Ellip
 AJ3600  -------------------------------------------------------------------
 AJ3600  NETWORK AJ3600 4IN3                              0.73   0.69   1.10
 AJ3600  -------------------------------------------------------------------
 AJ3600
 AJ3600.The horizontal coordinates were established by GPS observations
 AJ3600.and adjusted by the National Geodetic Survey in February 2007.
 AJ3600
 AJ3600.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3600.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3600.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3600.The epoch date for horizontal control is a decimal equivalence
 AJ3600.of Year/Month/Day.
 AJ3600
 AJ3600.The orthometric height was determined by GPS observations and a
 AJ3600.high-resolution geoid model.
 AJ3600.The orthometric height was determined by GPS observations and a
 AJ3600.high-resolution geoid model using precise GPS observation and
 AJ3600.processing techniques.
 AJ3600
 AJ3600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3600
 AJ3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3600
 AJ3600.The ellipsoidal height was determined by GPS observations
 AJ3600.and is referenced to NAD 83.
 AJ3600
 AJ3600.The geoid height was determined by GEOID03.
 AJ3600
 AJ3600;                    North         East     Units Scale Factor Converg.
 AJ3600;SPC AZ C     -   305,833.819   114,676.751   MT  1.00002002   -0 35 30.8
 AJ3600;SPC AZ C     - 1,003,391.79    376,236.06   iFT  1.00002002   -0 35 30.8
 AJ3600;UTM  12      - 3,736,598.782   316,438.603   MT  1.00001540   -1 06 05.3
 AJ3600
 AJ3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3600!SPC AZ C     -   0.99990570  x   1.00002002  =   0.99992572
 AJ3600!UTM  12      -   0.99990570  x   1.00001540  =   0.99992110
 AJ3600
 AJ3600                          SUPERSEDED SURVEY CONTROL
 AJ3600
 AJ3600  NAD 83(1992)-  33 45 12.90227(N)    112 58 54.69661(W) AD(       ) B
 AJ3600  ELLIP H (04/12/01)  600.749  (m)                       GP(       ) 3 2
 AJ3600
 AJ3600.Superseded values are not recommended for survey control.
 AJ3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3600.See file dsdata.txt to determine how the superseded data were derived.
 AJ3600
 AJ3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1643936599(NAD 83)
 AJ3600_MARKER: DD = SURVEY DISK
 AJ3600_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3600_STAMPING: 4IN3 1999
 AJ3600_MARK LOGO: MCDOT 
 AJ3600_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3600+STABILITY: POSITION/ELEVATION WELL
 AJ3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3600+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3600
 AJ3600  HISTORY     - Date     Condition        Report By
 AJ3600  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3600
 AJ3600                          STATION DESCRIPTION
 AJ3600
 AJ3600'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3600'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3600'PHOENIX, TOWNSHIP 05 NORTH, RANGE 07 WEST, SECTION 27
 AJ3600'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3600'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3600'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3600'WINTERSBURG ROAD (EXIT 98) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3600'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3600'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3600'(4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON TO 355TH AVENUE
 AJ3600'AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3600'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3600'HIGHWAY FOR 13.2 MI (21.2 KM) TO THE 3 WAY INTERSECTION OF VULTURE
 AJ3600'MINE ROAD/AGUILA ROAD/WICKENBURG HIGHWAY, THENCE CONTINUE STRAIGHT
 AJ3600'(NORTHWESTERLY) THROUGH INTERSECTION ON TO AGUILA ROAD AND DRIVE 0.1
 AJ3600'MI (0.2 KM) TO END OF PAVEMENT, THENCE CONTINUE AROUND BEND AND THEN
 AJ3600'WEST ON AGUILA ROAD FOR 6.3 MI (10.1 KM) TO A DIRT ROAD ON THE SOUTH
 AJ3600'SIDE OF AGUILA ROAD AT MILE POST 15, THENCE TURN LEFT (SOUTH) ON TO
 AJ3600'DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO A WASH, THENCE CROSS WASH AND
 AJ3600'CONTINUE SOUTH FOR 0.3 MI (0.5 KM) TO ANOTHER WASH, THENCE CROSS WASH
 AJ3600'AND DRIVE 0.8 MI (1.3 KM) PAST OLD CATTLE PEN ON EAST SIDE OF ROAD TO
 AJ3600'ANOTHER WASH, THENCE CROSS WASH AND CONTINUE SOUTH FOR 0.5 MI (0.8 KM)
 AJ3600'TO A JEEP TRAIL LOCATED ON THE WEST SIDE OF DIRT ROAD, THENCE TURN
 AJ3600'RIGHT (WEST) ON TO JEEP TRAIL AND DRIVE 0.1 MI (0.2 KM) TO A SMALL
 AJ3600'HILL, THENCE PARK VEHICLE AND HIKE TO TOP OF HILL AND TO THE STATION
 AJ3600'AS DESCRIBED
 AJ3600'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3600'COUNTY D.O.T.  BRASS DISK, STAMPED 4IN3 1999, SET IN BEDROCK
 AJ3600'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3600'2.1 MI (3.1 KM) - SOUTH SOUTHWEST OF AGUILA ROAD MILE POST 15
 AJ3600'0.1 MI (0.2 KM) - WEST OF DIRT ROAD AT TOP OF SMALL HILL
 AJ3600'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3600'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3601 ***********************************************************************
 AJ3601  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3601  DESIGNATION -  4IO4
 AJ3601  PID         -  AJ3601
 AJ3601  STATE/COUNTY-  AZ/MARICOPA
 AJ3601  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3601
 AJ3601                         *CURRENT SURVEY CONTROL
 AJ3601  ___________________________________________________________________
 AJ3601* NAD 83(2007)-  33 44 00.73630(N)    113 01 20.62639(W)     ADJUSTED  
 AJ3601* NAVD 88     -       709.36   (meters)    2327.3    (feet)  GPS OBS   
 AJ3601  ___________________________________________________________________
 AJ3601  EPOCH DATE  -        2007.00
 AJ3601  X           -  -2,076,807.523 (meters)                     COMP
 AJ3601  Y           -  -4,887,339.494 (meters)                     COMP
 AJ3601  Z           -   3,522,282.283 (meters)                     COMP
 AJ3601  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AJ3601  ELLIP HEIGHT-         679.013 (meters)          (02/10/07) ADJUSTED
 AJ3601  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AJ3601
 AJ3601  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3601  Type    PID    Designation                      North   East  Ellip
 AJ3601  -------------------------------------------------------------------
 AJ3601  NETWORK AJ3601 4IO4                              0.65   0.55   0.96
 AJ3601  -------------------------------------------------------------------
 AJ3601
 AJ3601.The horizontal coordinates were established by GPS observations
 AJ3601.and adjusted by the National Geodetic Survey in February 2007.
 AJ3601
 AJ3601.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3601.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3601.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3601.The epoch date for horizontal control is a decimal equivalence
 AJ3601.of Year/Month/Day.
 AJ3601
 AJ3601.The orthometric height was determined by GPS observations and a
 AJ3601.high-resolution geoid model.
 AJ3601.The orthometric height was determined by GPS observations and a
 AJ3601.high-resolution geoid model using precise GPS observation and
 AJ3601.processing techniques.
 AJ3601
 AJ3601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3601
 AJ3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3601
 AJ3601.The ellipsoidal height was determined by GPS observations
 AJ3601.and is referenced to NAD 83.
 AJ3601
 AJ3601.The geoid height was determined by GEOID03.
 AJ3601
 AJ3601;                    North         East     Units Scale Factor Converg.
 AJ3601;SPC AZ C     -   303,649.923   110,897.344   MT  1.00002939   -0 36 50.8
 AJ3601;SPC AZ C     -   996,226.78    363,836.43   iFT  1.00002939   -0 36 50.8
 AJ3601;UTM  12      - 3,734,448.579   312,639.930   MT  1.00003278   -1 07 24.3
 AJ3601
 AJ3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3601!SPC AZ C     -   0.99989341  x   1.00002939  =   0.99992280
 AJ3601!UTM  12      -   0.99989341  x   1.00003278  =   0.99992619
 AJ3601
 AJ3601                          SUPERSEDED SURVEY CONTROL
 AJ3601
 AJ3601  NAD 83(1992)-  33 44 00.73545(N)    113 01 20.62607(W) AD(       ) B
 AJ3601  ELLIP H (04/12/01)  679.040  (m)                       GP(       ) 3 2
 AJ3601
 AJ3601.Superseded values are not recommended for survey control.
 AJ3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3601.See file dsdata.txt to determine how the superseded data were derived.
 AJ3601
 AJ3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1264034449(NAD 83)
 AJ3601_MARKER: DD = SURVEY DISK
 AJ3601_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3601_STAMPING: 4IO4 1999
 AJ3601_MARK LOGO: MCDOT 
 AJ3601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3601+STABILITY: POSITION/ELEVATION WELL
 AJ3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3601+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3601
 AJ3601  HISTORY     - Date     Condition        Report By
 AJ3601  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3601
 AJ3601                          STATION DESCRIPTION
 AJ3601
 AJ3601'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3601'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3601'PHOENIX, TOWNSHIP 05 NORTH, RANGE 07 WEST, SECTION 31
 AJ3601'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3601'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3601'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3601'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3601'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3601'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 21.4 MI (34.4 KM) TO AGUILA
 AJ3601'ROAD, THENCE TURN RIGHT (EAST) ON TO AGUILA ROAD AND DRIVE 10.5 MI
 AJ3601'(16.9 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF AGUILA ROAD (0.5 MI WEST
 AJ3601'OF MILE POST 11) , THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3601'0.4 MI (0.6 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3601'CONTINUE SOUTH ON DIRT ROAD FOR 2.0 MI (3.2 KM) TO A FORK IN ROAD,
 AJ3601'THENCE BEARING RIGHT AT FORK CONTINUE SOUTH ON DIRT ROAD FOR 3.3 MI
 AJ3601'(5.3 KM) TO A DIRT ROAD ON THE WEST SIDE, THENCE TURN RIGHT (WEST) ON
 AJ3601'TO DIRT ROAD AND DRIVE TO BOTTOM OF HILL, THENCE PARK VEHICLE AND HIKE
 AJ3601'500 FT (152.4 M) WEST OF DIRT ROAD TO THE TOP OF HILL AND TO THE
 AJ3601'STATION AS DESCRIBED
 AJ3601'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3601'COUNTY D.O.T.  BRASS DISK, STAMPED 4IO4 1999, SET IN BEDROCK
 AJ3601'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3601'5.3 MI (8.5 KM) - SOUTH OF AGUILA ROAD
 AJ3601'3.3 MI (5.3 KM) - SOUTH OF FORK IN ROAD
 AJ3601'500 FT (152.4 M) - WEST OF CENTERLINE OF DIRT ROAD AT TOP OF HILL
 AJ3601'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3601'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3602 ***********************************************************************
 AJ3602  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3602  DESIGNATION -  4IQ3
 AJ3602  PID         -  AJ3602
 AJ3602  STATE/COUNTY-  AZ/MARICOPA
 AJ3602  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 AJ3602
 AJ3602                         *CURRENT SURVEY CONTROL
 AJ3602  ___________________________________________________________________
 AJ3602* NAD 83(2007)-  33 43 57.01601(N)    113 07 29.58062(W)     ADJUSTED  
 AJ3602* NAVD 88     -       777.46   (meters)    2550.7    (feet)  GPS OBS   
 AJ3602  ___________________________________________________________________
 AJ3602  EPOCH DATE  -        2007.00
 AJ3602  X           -  -2,085,593.611 (meters)                     COMP
 AJ3602  Y           -  -4,883,727.411 (meters)                     COMP
 AJ3602  Z           -   3,522,224.746 (meters)                     COMP
 AJ3602  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AJ3602  ELLIP HEIGHT-         747.079 (meters)          (02/10/07) ADJUSTED
 AJ3602  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AJ3602
 AJ3602  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3602  Type    PID    Designation                      North   East  Ellip
 AJ3602  -------------------------------------------------------------------
 AJ3602  NETWORK AJ3602 4IQ3                              0.61   0.51   0.92
 AJ3602  -------------------------------------------------------------------
 AJ3602
 AJ3602.The horizontal coordinates were established by GPS observations
 AJ3602.and adjusted by the National Geodetic Survey in February 2007.
 AJ3602
 AJ3602.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3602.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3602.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3602.The epoch date for horizontal control is a decimal equivalence
 AJ3602.of Year/Month/Day.
 AJ3602
 AJ3602.The orthometric height was determined by GPS observations and a
 AJ3602.high-resolution geoid model.
 AJ3602.The orthometric height was determined by GPS observations and a
 AJ3602.high-resolution geoid model using precise GPS observation and
 AJ3602.processing techniques.
 AJ3602
 AJ3602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3602
 AJ3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3602
 AJ3602.The ellipsoidal height was determined by GPS observations
 AJ3602.and is referenced to NAD 83.
 AJ3602
 AJ3602.The geoid height was determined by GEOID03.
 AJ3602
 AJ3602;                    North         East     Units Scale Factor Converg.
 AJ3602;SPC AZ C     -   303,641.819   101,398.475   MT  1.00005449   -0 40 15.6
 AJ3602;SPC AZ C     -   996,200.19    332,672.16   iFT  1.00005449   -0 40 15.6
 AJ3602;UTM  12      - 3,734,524.917   303,141.238   MT  1.00007777   -1 10 49.3
 AJ3602
 AJ3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3602!SPC AZ C     -   0.99988273  x   1.00005449  =   0.99993721
 AJ3602!UTM  12      -   0.99988273  x   1.00007777  =   0.99996049
 AJ3602
 AJ3602                          SUPERSEDED SURVEY CONTROL
 AJ3602
 AJ3602  NAD 83(1992)-  33 43 57.01513(N)    113 07 29.58032(W) AD(       ) B
 AJ3602  ELLIP H (04/12/01)  747.103  (m)                       GP(       ) 3 2
 AJ3602
 AJ3602.Superseded values are not recommended for survey control.
 AJ3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3602.See file dsdata.txt to determine how the superseded data were derived.
 AJ3602
 AJ3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0314134525(NAD 83)
 AJ3602_MARKER: DD = SURVEY DISK
 AJ3602_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3602_STAMPING: 4IQ3 1999
 AJ3602_MARK LOGO: MCDOT 
 AJ3602_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3602+STABILITY: POSITION/ELEVATION WELL
 AJ3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3602+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3602
 AJ3602  HISTORY     - Date     Condition        Report By
 AJ3602  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3602
 AJ3602                          STATION DESCRIPTION
 AJ3602
 AJ3602'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3602'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3602'PHOENIX, TOWNSHIP 05 NORTH, RANGE 08 WEST, SECTION 31
 AJ3602'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3602'A HAND HELD GPS UNIT WOULD BE VERY USEFUL IN NAVIGATING TO THIS
 AJ3602'STATION
 AJ3602'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3602'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3602'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3602'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3602'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 16.6 MI (26.7 KM) TO A
 AJ3602'DIRT ROAD ON THE EAST SIDE OF EAGLE EYE ROAD, THENCE TURN RIGHT (EAST)
 AJ3602'ON TO DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A DIRT TRAIL LEADING TO A
 AJ3602'MINING CLAIM, THENCE CONTINUE EAST FOR 0.2 MI (0.3 KM) TO ANOTHER DIRT
 AJ3602'TRAIL ON THE NORTH SIDE OF DIRT ROAD, THENCE CONTINUE EAST FOR 2.6 MI
 AJ3602'(4.2 KM) TO A WASH CROSSING DIRT ROAD, THENCE CROSS WASH AND CONTINUE
 AJ3602'EAST FOR 0.3 MI (0.5 KM) TO ANOTHER WASH, THENCE CROSS WASH AND
 AJ3602'CONTINUE EAST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A DIRT ROAD LOCATED
 AJ3602'ON THE SOUTH SIDE, THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3602'0.94 MI (1.51 KM) TO A FORK IN ROAD PAST A DIRT TRAIL AND A DIRT ROAD
 AJ3602'ON THE EAST SIDE, THENCE BEAR RIGHT (SOUTHWESTERLY) AT FORK AND DRIVE
 AJ3602'1.8 MI (2.9 KM) TO ANOTHER FORK, THENCE BEAR RIGHT AT FORK AND DRIVE
 AJ3602'0.05 MI (0.08 KM) TO ANOTHER FORK JUST NORTH OF A WASH, THENCE BEAR
 AJ3602'LEFT AT FORK AND ACROSS WASH FOR 0.8 MI (1.3 KM) TO A FORK IN ROAD,
 AJ3602'THENCE BEAR RIGHT (EAST/NORTHEASTERLY) AND DRIVE 0.31 MI (0.50 KM) TO
 AJ3602'A WASH CROSSING ROAD, THENCE CROSS WASH AND CONTINUE NORTHEASTERLY FOR
 AJ3602'0.24 MI (0.39 KM) TO A BARBED WIRE FENCE WITH GATE, THENCE PROCEED
 AJ3602'THROUGH GATE AND TURN RIGHT (EAST) ON TO DIRT ROAD LOCATED JUST NORTH
 AJ3602'OF BARBED WIRE FENCE, THENCE CONTINUE EAST ON DIRT ROAD FOR 0.5 MI
 AJ3602'(0.8 KM), THENCE PARK VEHICLE AND WALK 300 FT (91.4 M) SOUTH/SOUTHWEST
 AJ3602'AND TO THE STATION AS DESCRIBED
 AJ3602'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3602'COUNTY D.O.T.  BRASS DISK, STAMPED 4IQ3 1999, SET IN BEDROCK
 AJ3602'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3602'7.1 MI (11.4 KM) - EAST AND SOUTH/SOUTHEAST OF DIRT ROAD
 AJ3602'0.56 MI (0.90 KM) - SOUTHEAST OF GATE AT END OF ROAD TO WEST
 AJ3602'300 FT (91.4 M) - SOUTH/SOUTHWEST TO TOP OF HILL
 AJ3602'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3602'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3603 ***********************************************************************
 AJ3603  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3603  DESIGNATION -  4IR3
 AJ3603  PID         -  AJ3603
 AJ3603  STATE/COUNTY-  AZ/MARICOPA
 AJ3603  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3603
 AJ3603                         *CURRENT SURVEY CONTROL
 AJ3603  ___________________________________________________________________
 AJ3603* NAD 83(2007)-  33 44 11.58297(N)    113 11 21.46524(W)     ADJUSTED  
 AJ3603* NAVD 88     -       703.10   (meters)    2306.8    (feet)  GPS OBS   
 AJ3603  ___________________________________________________________________
 AJ3603  EPOCH DATE  -        2007.00
 AJ3603  X           -  -2,090,960.101 (meters)                     COMP
 AJ3603  Y           -  -4,881,093.680 (meters)                     COMP
 AJ3603  Z           -   3,522,556.718 (meters)                     COMP
 AJ3603  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AJ3603  ELLIP HEIGHT-         672.687 (meters)          (02/10/07) ADJUSTED
 AJ3603  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AJ3603
 AJ3603  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3603  Type    PID    Designation                      North   East  Ellip
 AJ3603  -------------------------------------------------------------------
 AJ3603  NETWORK AJ3603 4IR3                              0.74   0.71   1.08
 AJ3603  -------------------------------------------------------------------
 AJ3603
 AJ3603.The horizontal coordinates were established by GPS observations
 AJ3603.and adjusted by the National Geodetic Survey in February 2007.
 AJ3603
 AJ3603.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3603.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3603.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3603.The epoch date for horizontal control is a decimal equivalence
 AJ3603.of Year/Month/Day.
 AJ3603
 AJ3603.The orthometric height was determined by GPS observations and a
 AJ3603.high-resolution geoid model.
 AJ3603.The orthometric height was determined by GPS observations and a
 AJ3603.high-resolution geoid model using precise GPS observation and
 AJ3603.processing techniques.
 AJ3603
 AJ3603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3603
 AJ3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3603
 AJ3603.The ellipsoidal height was determined by GPS observations
 AJ3603.and is referenced to NAD 83.
 AJ3603
 AJ3603.The geoid height was determined by GEOID03.
 AJ3603
 AJ3603;                    North         East     Units Scale Factor Converg.
 AJ3603;SPC AZ C     -   304,162.407    95,434.756   MT  1.00007139   -0 42 24.7
 AJ3603;SPC AZ C     -   997,908.16    313,106.15   iFT  1.00007139   -0 42 24.7
 AJ3603;UTM  12      - 3,735,098.521   297,182.207   MT  1.00010714   -1 12 58.7
 AJ3603
 AJ3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3603!SPC AZ C     -   0.99989441  x   1.00007139  =   0.99996579
 AJ3603!UTM  12      -   0.99989441  x   1.00010714  =   1.00000154
 AJ3603
 AJ3603                          SUPERSEDED SURVEY CONTROL
 AJ3603
 AJ3603  NAD 83(1992)-  33 44 11.58206(N)    113 11 21.46497(W) AD(       ) B
 AJ3603  ELLIP H (04/12/01)  672.713  (m)                       GP(       ) 3 2
 AJ3603
 AJ3603.Superseded values are not recommended for survey control.
 AJ3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3603.See file dsdata.txt to determine how the superseded data were derived.
 AJ3603
 AJ3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9718235099(NAD 83)
 AJ3603_MARKER: DD = SURVEY DISK
 AJ3603_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3603_STAMPING: 4IR3 1999
 AJ3603_MARK LOGO: MCDOT 
 AJ3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3603+STABILITY: POSITION/ELEVATION WELL
 AJ3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3603+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3603
 AJ3603  HISTORY     - Date     Condition        Report By
 AJ3603  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3603
 AJ3603                          STATION DESCRIPTION
 AJ3603
 AJ3603'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3603'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3603'PHOENIX, TOWNSHIP 05 NORTH, RANGE 09 WEST, SECTION 34
 AJ3603'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3603'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3603'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3603'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3603'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3603'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.9 MI (20.8 KM) TO
 AJ3603'LITTLE HORN PEAK ROAD (DIRT) , THENCE TURN RIGHT (EAST) ON TO LITTLE
 AJ3603'HORN PEAK ROAD AND DRIVE 0.4 MI (0.6 KM) TO A WASH, THENCE CROSS WASH
 AJ3603'AND CONTINUE EAST ON LITTLE HORN PEAK ROAD FOR 2.4 MI (3.9 KM)
 AJ3603'(CONTINUING STRAIGHT AT FORK IN ROAD) TO A TRAILER ON THE NORTH SIDE
 AJ3603'OF LITTLE HORN PEAK ROAD, THENCE CONTINUE EAST ON LITTLE HORN PEAK
 AJ3603'ROAD FOR 0.4 MI (0.6 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF LITTLE
 AJ3603'HORN PEAK ROAD, THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE
 AJ3603'0.1 MI (0.2 KM) TO A ROCK OUTCROP WITH HOLE AND TO THE STATION AS
 AJ3603'DESCRIBED
 AJ3603'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3603'COUNTY D.O.T.  BRASS DISK, STAMPED 4IR3 1999, SET IN BEDROCK
 AJ3603'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3603'3.3 MI (5.3 KM) - EAST OF EAGLE EYE ROAD
 AJ3603'185 FT (56.4 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3603'20 FT (6.1 M) - SOUTHWEST OF TREE
 AJ3603'12 FT (3.7 M) - NORTH OF A ROCK OUTCROP WITH HOLE
 AJ3603'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3603'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3604 ***********************************************************************
 AJ3604  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3604  DESIGNATION -  4IS2
 AJ3604  PID         -  AJ3604
 AJ3604  STATE/COUNTY-  AZ/MARICOPA
 AJ3604  USGS QUAD   -  LITTLE HORN PEAK (1990)
 AJ3604
 AJ3604                         *CURRENT SURVEY CONTROL
 AJ3604  ___________________________________________________________________
 AJ3604* NAD 83(2007)-  33 43 47.33423(N)    113 14 51.49858(W)     ADJUSTED  
 AJ3604* NAVD 88     -       581.48   (meters)    1907.7    (feet)  GPS OBS   
 AJ3604  ___________________________________________________________________
 AJ3604  EPOCH DATE  -        2007.00
 AJ3604  X           -  -2,096,053.119 (meters)                     COMP
 AJ3604  Y           -  -4,879,250.240 (meters)                     COMP
 AJ3604  Z           -   3,521,867.752 (meters)                     COMP
 AJ3604  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AJ3604  ELLIP HEIGHT-         550.990 (meters)          (02/10/07) ADJUSTED
 AJ3604  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AJ3604
 AJ3604  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3604  Type    PID    Designation                      North   East  Ellip
 AJ3604  -------------------------------------------------------------------
 AJ3604  NETWORK AJ3604 4IS2                              0.69   0.65   1.04
 AJ3604  -------------------------------------------------------------------
 AJ3604
 AJ3604.The horizontal coordinates were established by GPS observations
 AJ3604.and adjusted by the National Geodetic Survey in February 2007.
 AJ3604
 AJ3604.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3604.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3604.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3604.The epoch date for horizontal control is a decimal equivalence
 AJ3604.of Year/Month/Day.
 AJ3604
 AJ3604.The orthometric height was determined by GPS observations and a
 AJ3604.high-resolution geoid model.
 AJ3604.The orthometric height was determined by GPS observations and a
 AJ3604.high-resolution geoid model using precise GPS observation and
 AJ3604.processing techniques.
 AJ3604
 AJ3604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3604
 AJ3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3604
 AJ3604.The ellipsoidal height was determined by GPS observations
 AJ3604.and is referenced to NAD 83.
 AJ3604
 AJ3604.The geoid height was determined by GEOID03.
 AJ3604
 AJ3604;                    North         East     Units Scale Factor Converg.
 AJ3604;SPC AZ C     -   303,483.524    90,018.567   MT  1.00008749   -0 44 20.9
 AJ3604;SPC AZ C     -   995,680.85    295,336.51   iFT  1.00008749   -0 44 20.9
 AJ3604;UTM  12      - 3,734,467.791   291,759.972   MT  1.00013462   -1 14 54.6
 AJ3604
 AJ3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3604!SPC AZ C     -   0.99991351  x   1.00008749  =   1.00000099
 AJ3604!UTM  12      -   0.99991351  x   1.00013462  =   1.00004812
 AJ3604
 AJ3604                          SUPERSEDED SURVEY CONTROL
 AJ3604
 AJ3604  NAD 83(1992)-  33 43 47.33330(N)    113 14 51.49833(W) AD(       ) B
 AJ3604  ELLIP H (04/12/01)  551.018  (m)                       GP(       ) 3 2
 AJ3604
 AJ3604.Superseded values are not recommended for survey control.
 AJ3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3604.See file dsdata.txt to determine how the superseded data were derived.
 AJ3604
 AJ3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9176034468(NAD 83)
 AJ3604_MARKER: I = METAL ROD
 AJ3604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3604+WITH SETTING: INFORMATION.
 AJ3604_STAMPING: 4IS2 1999
 AJ3604_MARK LOGO: MCDOT 
 AJ3604_PROJECTION: FLUSH
 AJ3604_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3604+STABILITY: POSITION/ELEVATION WELL
 AJ3604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3604+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3604_ROD/PIPE-DEPTH:  0.9 meters
 AJ3604_SLEEVE-DEPTH  :  0.8 meters
 AJ3604
 AJ3604  HISTORY     - Date     Condition        Report By
 AJ3604  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3604
 AJ3604                          STATION DESCRIPTION
 AJ3604
 AJ3604'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3604'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3604'PHOENIX, TOWNSHIP 05 NORTH, RANGE 10 WEST, SECTION 36
 AJ3604'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3604'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3604'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3604'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3604'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3604'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.8 MI (20.6 KM) TO A
 AJ3604'DIRT ROAD SOUTH OF LITTLE HORN PEAK ROAD) ,THENCE TURN RIGHT
 AJ3604'(SOUTHEAST) ON TO DIRT ROAD (CROSSING TIGER WASH) FOR 0.2 MI (0.3 KM)
 AJ3604'TO A T INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (SOUTHWESTERLY)
 AJ3604'ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM) TO LARGE ROUGH WASH CROSSING
 AJ3604'DIRT ROAD, THENCE CONTINUE SOUTHWESTERLY FOR 0.1 MI (0.2 KM) AND
 AJ3604'ACROSS A SECOND WASH, THENCE CONTINUE FOR 0.7 MI (1.1 KM) TO A FORK IN
 AJ3604'ROAD, CONTINUE STRAIGHT ON DIRT ROAD CROSSING TWO MORE WASHES AND PAST
 AJ3604'A STAKE WITH RUSTED CAR (40 FEET RIGHT OF ROAD) AT 1.35 MI, (2.17 KM)
 AJ3604'THENCE CONTINUE SOUTHWESTERLY FOR 0.8 MI (1.3 KM) TO A FORK IN ROAD,
 AJ3604'BEAR RIGHT AT FORK AND CONTINUE 0.5 MI (0.8 KM) AND TO THE STATION AS
 AJ3604'DESCRIBED
 AJ3604'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3604'COMPRESSED ON A 2.9 FOOT (0.91 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3604'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3604'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4IS2 1999, SURROUNDED
 AJ3604'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3604'CARSONITE MARKER
 AJ3604'STATION TIES - FURTHEST TO CLOSEST
 AJ3604'2.7 MI (4.3 KM) - SOUTHEAST OF EAGLE EYE ROAD
 AJ3604'500 FT (152.4 M) - SOUTHEAST OF LARGE WASH
 AJ3604'23 FT (7.0 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3604'3 FT (0.9 M) - NORTHWEST OF CARSONITE WITNESS POST
 AJ3604'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3604'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3605 ***********************************************************************
 AJ3605  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3605  DESIGNATION -  4IU2
 AJ3605  PID         -  AJ3605
 AJ3605  STATE/COUNTY-  AZ/MARICOPA
 AJ3605  USGS QUAD   -  WELDON HILL (1990)
 AJ3605
 AJ3605                         *CURRENT SURVEY CONTROL
 AJ3605  ___________________________________________________________________
 AJ3605* NAD 83(2007)-  33 43 11.72780(N)    113 19 04.81091(W)     ADJUSTED  
 AJ3605* NAVD 88     -       548.24   (meters)    1798.7    (feet)  GPS OBS   
 AJ3605  ___________________________________________________________________
 AJ3605  EPOCH DATE  -        2007.00
 AJ3605  X           -  -2,102,273.854 (meters)                     COMP
 AJ3605  Y           -  -4,877,206.341 (meters)                     COMP
 AJ3605  Z           -   3,520,936.740 (meters)                     COMP
 AJ3605  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AJ3605  ELLIP HEIGHT-         517.660 (meters)          (02/10/07) ADJUSTED
 AJ3605  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AJ3605
 AJ3605  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3605  Type    PID    Designation                      North   East  Ellip
 AJ3605  -------------------------------------------------------------------
 AJ3605  NETWORK AJ3605 4IU2                              0.53   0.47   0.98
 AJ3605  -------------------------------------------------------------------
 AJ3605
 AJ3605.The horizontal coordinates were established by GPS observations
 AJ3605.and adjusted by the National Geodetic Survey in February 2007.
 AJ3605
 AJ3605.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3605.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3605.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3605.The epoch date for horizontal control is a decimal equivalence
 AJ3605.of Year/Month/Day.
 AJ3605
 AJ3605.The orthometric height was determined by GPS observations and a
 AJ3605.high-resolution geoid model.
 AJ3605.The orthometric height was determined by GPS observations and a
 AJ3605.high-resolution geoid model using precise GPS observation and
 AJ3605.processing techniques.
 AJ3605
 AJ3605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3605
 AJ3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3605
 AJ3605.The ellipsoidal height was determined by GPS observations
 AJ3605.and is referenced to NAD 83.
 AJ3605
 AJ3605.The geoid height was determined by GEOID03.
 AJ3605
 AJ3605;                    North         East     Units Scale Factor Converg.
 AJ3605;SPC AZ C     -   302,472.816    83,482.481   MT  1.00010789   -0 46 40.9
 AJ3605;SPC AZ C     -   992,364.88    273,892.65   iFT  1.00010789   -0 46 40.9
 AJ3605;UTM  12      - 3,733,515.171   285,214.806   MT  1.00016876   -1 17 14.3
 AJ3605
 AJ3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3605!SPC AZ C     -   0.99991874  x   1.00010789  =   1.00002662
 AJ3605!UTM  12      -   0.99991874  x   1.00016876  =   1.00008749
 AJ3605
 AJ3605                          SUPERSEDED SURVEY CONTROL
 AJ3605
 AJ3605  NAD 83(1992)-  33 43 11.72684(N)    113 19 04.81072(W) AD(       ) B
 AJ3605  ELLIP H (04/12/01)  517.685  (m)                       GP(       ) 3 2
 AJ3605
 AJ3605.Superseded values are not recommended for survey control.
 AJ3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3605.See file dsdata.txt to determine how the superseded data were derived.
 AJ3605
 AJ3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8521533515(NAD 83)
 AJ3605_MARKER: I = METAL ROD
 AJ3605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3605+WITH SETTING: INFORMATION.
 AJ3605_STAMPING: 4IU2 1999
 AJ3605_MARK LOGO: MCDOT 
 AJ3605_PROJECTION: FLUSH
 AJ3605_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3605+STABILITY: POSITION/ELEVATION WELL
 AJ3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3605+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3605_ROD/PIPE-DEPTH:  2.1 meters
 AJ3605_SLEEVE-DEPTH  :  0.8 meters
 AJ3605
 AJ3605  HISTORY     - Date     Condition        Report By
 AJ3605  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3605
 AJ3605                          STATION DESCRIPTION
 AJ3605
 AJ3605'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3605'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3605'PHOENIX, TOWNSHIP 04 NORTH, RANGE 10 WEST, SECTION 06
 AJ3605'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3605'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3605'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3605'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3605'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3605'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 8.3 MI (13.4 KM) TO A
 AJ3605'DIRT ROAD ON WEST SIDE OF EAGLE EYE ROAD(AND A SIGN ON THE EAST SIDE
 AJ3605'OF EAGLE EYE ROAD WHICH READS HARQUAHALA MOUNTAIN WILDERNESS AREA)
 AJ3605'BETWEEN MILE POST 8 AND MILE POST 9, THENCE TURN LEFT (WEST) ON TO
 AJ3605'DIRT ROAD AND DRIVE ACROSS A SERIES OF FIVE WASHES FOR 1.2 MI (1.9 KM)
 AJ3605'TO A T INTERSECTION OF A DIRT ROAD, THENCE TURN LEFT (SOUTH) ON TO
 AJ3605'DIRT ROAD AND DRIVE 0.7 MI (1.1 KM) TO AN OLD CATTLE PEN ON EAST SIDE
 AJ3605'OF ROAD AND A DIRT ROAD ON WEST SIDE, THENCE CONTINUE STRAIGHT (SOUTH)
 AJ3605'FOR 0.5 MI (0.8 KM) TO THE EAST EDGE OF ROAD AND TO THE STATION AS
 AJ3605'DESCRIBED
 AJ3605'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3605'COMPRESSED ON A 7 FOOT (2.13 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3605'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3605'WITH A COUNTY LOGO ACCESS COVER STAMPED 4IU2 1999, SURROUNDED WITH A
 AJ3605'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3605'MARKER
 AJ3605'STATION TIES - FURTHEST TO CLOSEST
 AJ3605'0.5 MI (0.8 KM) - SOUTH OF OLD CATTLE PEN
 AJ3605'MONUMENT IS LOCATED ON THE EAST EDGE OF ROAD
 AJ3605'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3605'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3605'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3871 ***********************************************************************
 AJ3871  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3871  DESIGNATION -  4JB3
 AJ3871  PID         -  AJ3871
 AJ3871  STATE/COUNTY-  AZ/MARICOPA
 AJ3871  USGS QUAD   -  BALDY MTN (1981)
 AJ3871
 AJ3871                         *CURRENT SURVEY CONTROL
 AJ3871  ___________________________________________________________________
 AJ3871* NAD 83(2007)-  33 45 36.44586(N)    112 21 32.80888(W)     ADJUSTED  
 AJ3871* NAVD 88     -       450.01   (meters)    1476.4    (feet)  GPS OBS   
 AJ3871  ___________________________________________________________________
 AJ3871  EPOCH DATE  -        2007.00
 AJ3871  X           -  -2,019,386.445 (meters)                     COMP
 AJ3871  Y           -  -4,909,339.485 (meters)                     COMP
 AJ3871  Z           -   3,524,590.752 (meters)                     COMP
 AJ3871  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AJ3871  ELLIP HEIGHT-         420.300 (meters)          (02/10/07) ADJUSTED
 AJ3871  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AJ3871
 AJ3871  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3871  Type    PID    Designation                      North   East  Ellip
 AJ3871  -------------------------------------------------------------------
 AJ3871  NETWORK AJ3871 4JB3                              0.78   0.67   1.18
 AJ3871  -------------------------------------------------------------------
 AJ3871
 AJ3871.The horizontal coordinates were established by GPS observations
 AJ3871.and adjusted by the National Geodetic Survey in February 2007.
 AJ3871
 AJ3871.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3871.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3871.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3871.The epoch date for horizontal control is a decimal equivalence
 AJ3871.of Year/Month/Day.
 AJ3871
 AJ3871.The orthometric height was determined by GPS observations and a
 AJ3871.high-resolution geoid model.
 AJ3871.The orthometric height was determined by GPS observations and a
 AJ3871.high-resolution geoid model using precise GPS observation and
 AJ3871.processing techniques.
 AJ3871
 AJ3871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3871
 AJ3871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3871
 AJ3871.The ellipsoidal height was determined by GPS observations
 AJ3871.and is referenced to NAD 83.
 AJ3871
 AJ3871.The geoid height was determined by GEOID03.
 AJ3871
 AJ3871;                    North         East     Units Scale Factor Converg.
 AJ3871;SPC AZ C     -   306,137.338   172,374.041   MT  0.99992070   -0 14 45.2
 AJ3871;SPC AZ C     - 1,004,387.59    565,531.63   iFT  0.99992070   -0 14 45.2
 AJ3871;UTM  12      - 3,736,389.201   374,132.561   MT  0.99979531   -0 45 19.4
 AJ3871
 AJ3871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3871!SPC AZ C     -   0.99993402  x   0.99992070  =   0.99985473
 AJ3871!UTM  12      -   0.99993402  x   0.99979531  =   0.99972935
 AJ3871
 AJ3871                          SUPERSEDED SURVEY CONTROL
 AJ3871
 AJ3871  NAD 83(1992)-  33 45 36.44516(N)    112 21 32.80830(W) AD(       ) B
 AJ3871  ELLIP H (04/12/01)  420.326  (m)                       GP(       ) 3 2
 AJ3871
 AJ3871.Superseded values are not recommended for survey control.
 AJ3871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3871.See file dsdata.txt to determine how the superseded data were derived.
 AJ3871
 AJ3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7413336389(NAD 83)
 AJ3871_MARKER: DD = SURVEY DISK
 AJ3871_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3871_STAMPING: 4JB3 2000
 AJ3871_MARK LOGO: MCDOT 
 AJ3871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3871+STABILITY: POSITION/ELEVATION WELL
 AJ3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3871+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3871
 AJ3871  HISTORY     - Date     Condition        Report By
 AJ3871  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3871
 AJ3871                          STATION DESCRIPTION
 AJ3871
 AJ3871'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3871'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF PEORIA, TOWNSHIP 5
 AJ3871'NORTH, RANGE 1 WEST, SECTION 21
 AJ3871'OWNERSHIP - STATE LAND
 AJ3871'TO REACH THE STATION FROM THE JUNCTION OF CAREFREE HIGHWAY AND LAKE
 AJ3871'PLEASANT ROAD, DRIVE SOUTH ON LAKE PLEASANT ROAD 5.5 MI (8.9 KM) TO
 AJ3871'THE INTERSECTION OF JOMAX ROAD AND LAKE PLEASANT ROAD, THENCE TURN
 AJ3871'RIGHT (WEST) ON JOMAX ROAD AND DRIVE 1.2 MI (1.9 KM) TO THE
 AJ3871'INTERSECTION OF 107TH AVENUE AND JOMAX ROAD, THENCE CONTINUE DRIVING
 AJ3871'NORTHWEST ON JOMAX ROAD 0.3 MI (0.5 KM) TO THE END OF PAVEMENT, THENCE
 AJ3871'CONTINUE DRIVING NORTHWEST ON THE DIRT ROAD 0.4 MI (0.6 KM) TO AN
 AJ3871'UNMARKED DIRT ROAD ON THE LEFT, THENCE CONTINUE DRIVING NORTHWEST 0.1
 AJ3871'MI (0.2 KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE CONTINUE
 AJ3871'DRIVING NORTHWEST, WEST AND SOUTHWEST 0.7 MI (1.1 KM) TO AN UNMARKED
 AJ3871'DIRT ROAD ON THE LEFT, THENCE CONTINUE DRIVING SOUTHWEST 0.4 MI (0.6
 AJ3871'KM) TO 115TH AVENUE (DIRT ROAD) ON THE LEFT, THENCE CONTINUE DRIVING
 AJ3871'WESTERLY 0.6 MI (1.0 KM) TO LARGE OVERHEAD HIGH POWER LINES, THENCE
 AJ3871'CONTINUE DRIVING WESTERLY CROSSING THE POWER LINES 0.1 MI (0.2 KM) TO
 AJ3871'A CATTLE GUARD, THENCE CONTINUE ACROSS THE CATTLE GUARD DRIVING
 AJ3871'WESTERLY 0.9 MI (1.4 KM) TO A SMALL BRIDGE ACROSS THE BEARDSLEY CANAL
 AJ3871'ALIGNMENT, THENCE CROSS THE BRIDGE AND TURN TO THE RIGHT (NORTHEAST)
 AJ3871'AND DRIVE NORTHEASTERLY ON AN UNMARKED DIRT ROAD 1.3 MI (2.1 KM) TO AN
 AJ3871'UNMARKED DIRT ROAD ON THE RIGHT, THENCE CONTINUE DRIVING NORTHEASTERLY
 AJ3871'AND NORTHERLY 1.0 MI (1.6 KM) TO A Y IN THE ROAD, THENCE STAY TO THE
 AJ3871'LEFT SIDE OF THE Y AND CONTINUE DRIVING ON THE DIRT ROAD NORTHWESTERLY
 AJ3871'1.3 MI (2.1 KM) TO AN UNMARKED DIRT ROAD ON THE LEFT, THENCE TURN LEFT
 AJ3871'ONTO THE DIRT ROAD AND DRIVE SOUTHWESTERLY 0.1 MI (0.2 KM) TO A CHAIN
 AJ3871'LINK FENCE FOR THE HAYDEN RHODES AQUEDUCT (CAP CANAL) , THENCE TURN
 AJ3871'LEFT AND FOLLOW THE CHAIN LINK FENCE SOUTHEAST AND SOUTHWEST AROUND A
 AJ3871'CORNER 0.1 MI, (0.2 KM) THENCE TURN LEFT (SOUTH) ONTO AN UNMARKED DIRT
 AJ3871'ROAD DEPARTING THE FENCE AND DRIVE SOUTHERLY 0.6 MI (1.0 KM) TO A
 AJ3871'WASH, THENCE DRIVE INTO THE WASH AND TURN RIGHT FOLLOWING THE WASH
 AJ3871'NORTHWESTERLY 0.5 MI (0.8 KM) TO AN UNMARKED DIRT ROAD ON LEFT, THENCE
 AJ3871'TURN LEFT (WESTERLY) ONTO THE DIRT ROAD EXITING THE WASH AND DRIVE 0.2
 AJ3871'MI (0.3 KM) TO A FENCE, THENCE CONTINUE DRIVING WESTERLY ON THE DIRT
 AJ3871'ROAD 0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT OF
 AJ3871'THE Y AND CONTINUE DRIVING SOUTHWESTERLY AND SOUTHERLY 0.5 MI (0.8 KM)
 AJ3871'TO THE STATION ON THE RIGHT 150 EAST OF THE CENTERLINE OF THE DIRT
 AJ3871'ROAD
 AJ3871'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3871'DISK STAMPED 4JB3 2000, SET IN A ROCK OUTCROP
 AJ3871'STATION TIES -
 AJ3871'150 FT (45.7 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3871'100 FT (30.5 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD
 AJ3871'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3871'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3872 ***********************************************************************
 AJ3872  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3872  DESIGNATION -  4JD2
 AJ3872  PID         -  AJ3872
 AJ3872  STATE/COUNTY-  AZ/MARICOPA
 AJ3872  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 AJ3872
 AJ3872                         *CURRENT SURVEY CONTROL
 AJ3872  ___________________________________________________________________
 AJ3872* NAD 83(2007)-  33 46 03.95578(N)    112 27 52.13937(W)     ADJUSTED  
 AJ3872* NAVD 88     -       491.49   (meters)    1612.5    (feet)  GPS OBS   
 AJ3872  ___________________________________________________________________
 AJ3872  EPOCH DATE  -        2007.00
 AJ3872  X           -  -2,028,244.656 (meters)                     COMP
 AJ3872  Y           -  -4,905,213.870 (meters)                     COMP
 AJ3872  Z           -   3,525,318.431 (meters)                     COMP
 AJ3872  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AJ3872  ELLIP HEIGHT-         461.673 (meters)          (02/10/07) ADJUSTED
 AJ3872  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AJ3872
 AJ3872  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3872  Type    PID    Designation                      North   East  Ellip
 AJ3872  -------------------------------------------------------------------
 AJ3872  NETWORK AJ3872 4JD2                              0.74   0.76   1.18
 AJ3872  -------------------------------------------------------------------
 AJ3872
 AJ3872.The horizontal coordinates were established by GPS observations
 AJ3872.and adjusted by the National Geodetic Survey in February 2007.
 AJ3872
 AJ3872.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3872.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3872.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3872.The epoch date for horizontal control is a decimal equivalence
 AJ3872.of Year/Month/Day.
 AJ3872
 AJ3872.The orthometric height was determined by GPS observations and a
 AJ3872.high-resolution geoid model.
 AJ3872.The orthometric height was determined by GPS observations and a
 AJ3872.high-resolution geoid model using precise GPS observation and
 AJ3872.processing techniques.
 AJ3872
 AJ3872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3872
 AJ3872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3872
 AJ3872.The ellipsoidal height was determined by GPS observations
 AJ3872.and is referenced to NAD 83.
 AJ3872
 AJ3872.The geoid height was determined by GEOID03.
 AJ3872
 AJ3872;                    North         East     Units Scale Factor Converg.
 AJ3872;SPC AZ C     -   307,031.742   162,617.557   MT  0.99993173   -0 18 16.2
 AJ3872;SPC AZ C     - 1,007,321.99    533,522.17   iFT  0.99993173   -0 18 16.2
 AJ3872;UTM  12      - 3,737,370.225   364,385.539   MT  0.99982673   -0 48 50.9
 AJ3872
 AJ3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3872!SPC AZ C     -   0.99992753  x   0.99993173  =   0.99985926
 AJ3872!UTM  12      -   0.99992753  x   0.99982673  =   0.99975427
 AJ3872
 AJ3872                          SUPERSEDED SURVEY CONTROL
 AJ3872
 AJ3872  NAD 83(1992)-  33 46 03.95508(N)    112 27 52.13885(W) AD(       ) B
 AJ3872  ELLIP H (04/12/01)  461.694  (m)                       GP(       ) 3 2
 AJ3872
 AJ3872.Superseded values are not recommended for survey control.
 AJ3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3872.See file dsdata.txt to determine how the superseded data were derived.
 AJ3872
 AJ3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6438637370(NAD 83)
 AJ3872_MARKER: I = METAL ROD
 AJ3872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3872_STAMPING: 4JD2 1999
 AJ3872_MARK LOGO: MCDOT 
 AJ3872_PROJECTION: PROJECTING 18 CENTIMETERS
 AJ3872_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3872+STABILITY: POSITION/ELEVATION WELL
 AJ3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3872+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2008
 AJ3872_ROD/PIPE-DEPTH:  8.5 meters
 AJ3872_SLEEVE-DEPTH  :  0.8 meters
 AJ3872
 AJ3872  HISTORY     - Date     Condition        Report By
 AJ3872  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3872  HISTORY     - 20080731 GOOD             SURPGS
 AJ3872
 AJ3872                          STATION DESCRIPTION
 AJ3872
 AJ3872'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3872'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF SUN CITY
 AJ3872'WEST, TOWNSHIP 5 NORTH, RANGE 2 WEST, SECTION 16
 AJ3872'OWNERSHIP - PRIVATE
 AJ3872'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3872'203RD AVENUE, DRIVE NORTH ON 203RD AVENUE 1.9 MI (3.1 KM) TO THE
 AJ3872'INTERSECTION OF DOVE VALLEY ROAD AND 203RD AVENUE, THENCE TURN RIGHT
 AJ3872'(EAST) ONTO DOVE VALLEY ROAD AND DRIVE 2.0 MI (3.2 KM) TO A
 AJ3872'NORTH-SOUTH DIRT ROAD, THENCE TURN RIGHT (SOUTH) ONTO THE DIRT ROAD
 AJ3872'AND DRIVE 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT 30 FT (9.1 M)
 AJ3872'FROM THE CENTERLINE OF THE DIRT ROAD
 AJ3872'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 28.0 FOOT
 AJ3872'(8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3872'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3872'ACCESS COVER STAMPED 4JD2 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3872'ABOVE THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3872'STATION TIES -
 AJ3872'30 FT (9.1 M) WEST OF A DIRT ROAD
 AJ3872'44 FT (13.4 M) NORTHWEST OF A GLO MONUMENT
 AJ3872'25 FT (7.6 M) NORTH OF A DIRT ROAD
 AJ3872'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3872'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3872
 AJ3872                          STATION RECOVERY (2008)
 AJ3872
 AJ3872'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 AJ3872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3873 ***********************************************************************
 AJ3873  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3873  DESIGNATION -  4JF2
 AJ3873  PID         -  AJ3873
 AJ3873  STATE/COUNTY-  AZ/MARICOPA
 AJ3873  USGS QUAD   -  WITTMANN (1981)
 AJ3873
 AJ3873                         *CURRENT SURVEY CONTROL
 AJ3873  ___________________________________________________________________
 AJ3873* NAD 83(2007)-  33 46 04.39904(N)    112 34 06.99556(W)     ADJUSTED  
 AJ3873* NAVD 88     -       512.03   (meters)    1679.9    (feet)  GPS OBS   
 AJ3873  ___________________________________________________________________
 AJ3873  EPOCH DATE  -        2007.00
 AJ3873  X           -  -2,037,159.415 (meters)                     COMP
 AJ3873  Y           -  -4,901,528.402 (meters)                     COMP
 AJ3873  Z           -   3,525,341.138 (meters)                     COMP
 AJ3873  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AJ3873  ELLIP HEIGHT-         482.098 (meters)          (02/10/07) ADJUSTED
 AJ3873  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AJ3873
 AJ3873  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3873  Type    PID    Designation                      North   East  Ellip
 AJ3873  -------------------------------------------------------------------
 AJ3873  NETWORK AJ3873 4JF2                              0.76   0.78   1.22
 AJ3873  -------------------------------------------------------------------
 AJ3873
 AJ3873.The horizontal coordinates were established by GPS observations
 AJ3873.and adjusted by the National Geodetic Survey in February 2007.
 AJ3873
 AJ3873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3873.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3873.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3873.The epoch date for horizontal control is a decimal equivalence
 AJ3873.of Year/Month/Day.
 AJ3873
 AJ3873.The orthometric height was determined by GPS observations and a
 AJ3873.high-resolution geoid model.
 AJ3873.The orthometric height was determined by GPS observations and a
 AJ3873.high-resolution geoid model using precise GPS observation and
 AJ3873.processing techniques.
 AJ3873
 AJ3873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3873
 AJ3873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3873
 AJ3873.The ellipsoidal height was determined by GPS observations
 AJ3873.and is referenced to NAD 83.
 AJ3873
 AJ3873.The geoid height was determined by GEOID03.
 AJ3873
 AJ3873;                    North         East     Units Scale Factor Converg.
 AJ3873;SPC AZ C     -   307,101.529   152,972.580   MT  0.99994494   -0 21 44.6
 AJ3873;SPC AZ C     - 1,007,550.95    501,878.54   iFT  0.99994494   -0 21 44.6
 AJ3873;UTM  12      - 3,737,525.785   354,742.480   MT  0.99986012   -0 52 19.3
 AJ3873
 AJ3873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3873!SPC AZ C     -   0.99992432  x   0.99994494  =   0.99986927
 AJ3873!UTM  12      -   0.99992432  x   0.99986012  =   0.99978445
 AJ3873
 AJ3873                          SUPERSEDED SURVEY CONTROL
 AJ3873
 AJ3873  NAD 83(1992)-  33 46 04.39833(N)    112 34 06.99510(W) AD(       ) B
 AJ3873  ELLIP H (04/12/01)  482.120  (m)                       GP(       ) 3 2
 AJ3873
 AJ3873.Superseded values are not recommended for survey control.
 AJ3873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3873.See file dsdata.txt to determine how the superseded data were derived.
 AJ3873
 AJ3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5474237526(NAD 83)
 AJ3873_MARKER: I = METAL ROD
 AJ3873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3873_STAMPING: 4JF2 1999
 AJ3873_MARK LOGO: MCDOT 
 AJ3873_PROJECTION: FLUSH
 AJ3873_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3873+STABILITY: POSITION/ELEVATION WELL
 AJ3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3873+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2008
 AJ3873_ROD/PIPE-DEPTH: 15.5 meters
 AJ3873_SLEEVE-DEPTH  :  0.8 meters
 AJ3873
 AJ3873  HISTORY     - Date     Condition        Report By
 AJ3873  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3873  HISTORY     - 20060103 GOOD             EVANS
 AJ3873  HISTORY     - 20080731 GOOD             SURPGS
 AJ3873
 AJ3873                          STATION DESCRIPTION
 AJ3873
 AJ3873'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3873'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3873'WITTMANN, TOWNSHIP 5 NORTH, RANGE 3 WEST, SECTION 16
 AJ3873'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3873'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3873'CENTER STREET IN WITTMANN, DRIVE SOUTHEAST ON CENTER STREET 0.4 MI
 AJ3873'(0.6 KM) TO THE INTERSECTION OF CROZIER ROAD AND CENTER STREET, THENCE
 AJ3873'TURN LEFT (SOUTH) ONTO CROZIER ROAD AND DRIVE 0.4 MI (0.6 KM) TO THE
 AJ3873'INTERSECTION OF LONE MOUNTAIN ROAD AND CROZIER ROAD, THENCE TURN RIGHT
 AJ3873'(WEST) ONTO LONE MOUNTAIN ROAD AND DRIVE 2.0 MI (3.2 KM) TO A BARBED
 AJ3873'WIRE FENCE CORNER AND GLO BRASS CAP FOR THE SOUTHEAST CORNER OF
 AJ3873'SECTION 16 ON THE RIGHT (NORTH) SIDE OF THE ROAD, THENCE CONTINUE
 AJ3873'DRIVING WEST 73 FT (22.3 M) TO THE STATION ABOUT 78 FT (23.8 M) ON THE
 AJ3873'RIGHT (NORTH) THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A
 AJ3873'50.7 FOOT (15.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A
 AJ3873'1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY
 AJ3873'LOGO ACCESS COVER STAMPED 4JF2 1999, SURROUNDED WITH A CONCRETE FLUSH
 AJ3873'COLLAR WITH THE GROUND, WITNESSED BY WHITE CARSONITE MARKER
 AJ3873'STATION TIES -
 AJ3873'72.8 FT (22.2 M) WEST OF A BARBED WIRE FENCE
 AJ3873'51.0 FT (15.5 M) NORTHWEST OF A BUREAU OF RECLAMATION BRASS CAP SET IN
 AJ3873'CONCRETE STAMPED H-17 1955 ELEVATION 1678.5
 AJ3873'68.0 FT (20.7 M) NORTH OF A BARBED WIRE FENCE
 AJ3873'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3873'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3873
 AJ3873                          STATION RECOVERY (2006)
 AJ3873
 AJ3873'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MRV)
 AJ3873'RECOVERED IN GOOD CONDITION.
 AJ3873
 AJ3873                          STATION RECOVERY (2008)
 AJ3873
 AJ3873'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 AJ3873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3874 ***********************************************************************
 AJ3874  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3874  DESIGNATION -  4JH5
 AJ3874  PID         -  AJ3874
 AJ3874  STATE/COUNTY-  AZ/MARICOPA
 AJ3874  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3874
 AJ3874                         *CURRENT SURVEY CONTROL
 AJ3874  ___________________________________________________________________
 AJ3874* NAD 83(2007)-  33 46 08.44130(N)    112 39 49.77152(W)     ADJUSTED  
 AJ3874* NAVD 88     -       520.46   (meters)    1707.5    (feet)  GPS OBS   
 AJ3874  ___________________________________________________________________
 AJ3874  EPOCH DATE  -        2007.00
 AJ3874  X           -  -2,045,278.064 (meters)                     COMP
 AJ3874  Y           -  -4,898,078.721 (meters)                     COMP
 AJ3874  Z           -   3,525,449.297 (meters)                     COMP
 AJ3874  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AJ3874  ELLIP HEIGHT-         490.407 (meters)          (02/10/07) ADJUSTED
 AJ3874  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AJ3874
 AJ3874  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3874  Type    PID    Designation                      North   East  Ellip
 AJ3874  -------------------------------------------------------------------
 AJ3874  NETWORK AJ3874 4JH5                              0.80   0.74   1.14
 AJ3874  -------------------------------------------------------------------
 AJ3874
 AJ3874.The horizontal coordinates were established by GPS observations
 AJ3874.and adjusted by the National Geodetic Survey in February 2007.
 AJ3874
 AJ3874.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3874.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3874.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3874.The epoch date for horizontal control is a decimal equivalence
 AJ3874.of Year/Month/Day.
 AJ3874
 AJ3874.The orthometric height was determined by GPS observations and a
 AJ3874.high-resolution geoid model.
 AJ3874.The orthometric height was determined by GPS observations and a
 AJ3874.high-resolution geoid model using precise GPS observation and
 AJ3874.processing techniques.
 AJ3874
 AJ3874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3874
 AJ3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3874
 AJ3874.The ellipsoidal height was determined by GPS observations
 AJ3874.and is referenced to NAD 83.
 AJ3874
 AJ3874.The geoid height was determined by GEOID03.
 AJ3874
 AJ3874;                    North         East     Units Scale Factor Converg.
 AJ3874;SPC AZ C     -   307,285.922   144,153.790   MT  0.99995903   -0 24 55.2
 AJ3874;SPC AZ C     - 1,008,155.91    472,945.51   iFT  0.99995903   -0 24 55.2
 AJ3874;UTM  12      - 3,737,788.597   345,926.345   MT  0.99989265   -0 55 30.0
 AJ3874
 AJ3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3874!SPC AZ C     -   0.99992302  x   0.99995903  =   0.99988205
 AJ3874!UTM  12      -   0.99992302  x   0.99989265  =   0.99981568
 AJ3874
 AJ3874                          SUPERSEDED SURVEY CONTROL
 AJ3874
 AJ3874  NAD 83(1992)-  33 46 08.44057(N)    112 39 49.77108(W) AD(       ) B
 AJ3874  ELLIP H (04/12/01)  490.431  (m)                       GP(       ) 3 2
 AJ3874
 AJ3874.Superseded values are not recommended for survey control.
 AJ3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3874.See file dsdata.txt to determine how the superseded data were derived.
 AJ3874
 AJ3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4592637789(NAD 83)
 AJ3874_MARKER: I = METAL ROD
 AJ3874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3874_STAMPING: 4JH5 1999
 AJ3874_MARK LOGO: MCDOT 
 AJ3874_PROJECTION: FLUSH
 AJ3874_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3874+STABILITY: POSITION/ELEVATION WELL
 AJ3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3874+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3874_ROD/PIPE-DEPTH: 29.3 meters
 AJ3874_SLEEVE-DEPTH  :  0.8 meters
 AJ3874
 AJ3874  HISTORY     - Date     Condition        Report By
 AJ3874  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3874
 AJ3874                          STATION DESCRIPTION
 AJ3874
 AJ3874'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3874'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF THE TOWN OF
 AJ3874'WITTMANN, TOWNSHIP 5 NORTH, RANGE 4 WEST, SECTION 15
 AJ3874'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3874'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 (GRAND AVENUE) AND
 AJ3874'PATTON ROAD, DRIVE WEST ON PATTON ROAD 11.2 MI (18.0 KM) TO THE
 AJ3874'INTERSECTION OF OGDEN ROAD AND PATTON ROAD, THENCE TURN RIGHT (NORTH)
 AJ3874'ONTO OGDEN ROAD AND DRIVE NORTHEASTERLY 2.0 MI (3.2 KM) TO A Y IN THE
 AJ3874'ROAD, THENCE STAY TO THE LEFT OF THE Y AND DRIVE 0.5 MI (0.8 KM) AND
 AJ3874'PARK, THENCE HIKE ABOUT 30 YARDS NORTH UP ON TOP OF A KNOLL TO THE
 AJ3874'STATION
 AJ3874'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 96.0 FOOT
 AJ3874'(29.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3874'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3874'ACCESS COVER STAMPED 4JH5 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3874'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3874'STATION TIES -
 AJ3874'NO TIES
 AJ3874'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3874'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3875 ***********************************************************************
 AJ3875  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3875  DESIGNATION -  4JJ2
 AJ3875  PID         -  AJ3875
 AJ3875  STATE/COUNTY-  AZ/MARICOPA
 AJ3875  USGS QUAD   -  VULTURE MINE (1990)
 AJ3875
 AJ3875                         *CURRENT SURVEY CONTROL
 AJ3875  ___________________________________________________________________
 AJ3875* NAD 83(2007)-  33 46 03.88769(N)    112 46 36.97170(W)     ADJUSTED  
 AJ3875* NAVD 88     -       535.36   (meters)    1756.4    (feet)  GPS OBS   
 AJ3875  ___________________________________________________________________
 AJ3875  EPOCH DATE  -        2007.00
 AJ3875  X           -  -2,054,978.624 (meters)                     COMP
 AJ3875  Y           -  -4,894,114.705 (meters)                     COMP
 AJ3875  Z           -   3,525,340.874 (meters)                     COMP
 AJ3875  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AJ3875  ELLIP HEIGHT-         505.187 (meters)          (02/10/07) ADJUSTED
 AJ3875  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3875
 AJ3875  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3875  Type    PID    Designation                      North   East  Ellip
 AJ3875  -------------------------------------------------------------------
 AJ3875  NETWORK AJ3875 4JJ2                              0.74   0.63   1.06
 AJ3875  -------------------------------------------------------------------
 AJ3875
 AJ3875.The horizontal coordinates were established by GPS observations
 AJ3875.and adjusted by the National Geodetic Survey in February 2007.
 AJ3875
 AJ3875.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3875.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3875.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3875.The epoch date for horizontal control is a decimal equivalence
 AJ3875.of Year/Month/Day.
 AJ3875
 AJ3875.The orthometric height was determined by GPS observations and a
 AJ3875.high-resolution geoid model.
 AJ3875.The orthometric height was determined by GPS observations and a
 AJ3875.high-resolution geoid model using precise GPS observation and
 AJ3875.processing techniques.
 AJ3875
 AJ3875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3875
 AJ3875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3875
 AJ3875.The ellipsoidal height was determined by GPS observations
 AJ3875.and is referenced to NAD 83.
 AJ3875
 AJ3875.The geoid height was determined by GEOID03.
 AJ3875
 AJ3875;                    North         East     Units Scale Factor Converg.
 AJ3875;SPC AZ C     -   307,227.329   133,675.319   MT  0.99997825   -0 28 41.5
 AJ3875;SPC AZ C     - 1,007,963.68    438,567.32   iFT  0.99997825   -0 28 41.5
 AJ3875;UTM  12      - 3,737,823.218   335,448.348   MT  0.99993381   -0 59 16.4
 AJ3875
 AJ3875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3875!SPC AZ C     -   0.99992070  x   0.99997825  =   0.99989895
 AJ3875!UTM  12      -   0.99992070  x   0.99993381  =   0.99985451
 AJ3875
 AJ3875                          SUPERSEDED SURVEY CONTROL
 AJ3875
 AJ3875  NAD 83(1992)-  33 46 03.88694(N)    112 46 36.97130(W) AD(       ) B
 AJ3875  ELLIP H (04/12/01)  505.213  (m)                       GP(       ) 3 2
 AJ3875
 AJ3875.Superseded values are not recommended for survey control.
 AJ3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3875.See file dsdata.txt to determine how the superseded data were derived.
 AJ3875
 AJ3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3544837823(NAD 83)
 AJ3875_MARKER: I = METAL ROD
 AJ3875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3875_STAMPING: 4JJ2 12/99
 AJ3875_MARK LOGO: MCDOT 
 AJ3875_PROJECTION: FLUSH
 AJ3875_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3875+STABILITY: POSITION/ELEVATION WELL
 AJ3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3875+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3875_ROD/PIPE-DEPTH:  3.0 meters
 AJ3875_SLEEVE-DEPTH  :  0.8 meters
 AJ3875
 AJ3875  HISTORY     - Date     Condition        Report By
 AJ3875  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3875
 AJ3875                          STATION DESCRIPTION
 AJ3875
 AJ3875'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3875'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTH-SOUTHWEST OF THE
 AJ3875'TOWN OF WICKENBURG, TOWNSHIP 5 NORTH, RANGE 5 WEST, SECTION 22
 AJ3875'OWNERSHIP - PRIVATE
 AJ3875'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 AND VULTURE MINE
 AJ3875'ROAD, DRIVE SOUTHWESTERLY ON VULTURE MINE ROAD 11.7 MI (18.8 KM) TO AN
 AJ3875'UNMARKED DIRT ROAD ON THE LEFT BEING 0.5 MI (0.8 KM) SOUTHWEST OF
 AJ3875'MILEPOST 25, THENCE TURN LEFT (SOUTHEAST) ONTO THE DIRT ROAD AND DRIVE
 AJ3875'0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT AND
 AJ3875'CONTINUE DRIVING 0N THE DIRT ROAD 0.9 MI (1.4 KM) TO A GATE IN A
 AJ3875'BARBED WIRE FENCE WITH A CATTLE GUARD, THENCE DRIVE THROUGH THE GATE
 AJ3875'AND STAY TO THE RIGHT OF A Y IN THE ROAD AND CONTINUE DRIVING ON THE
 AJ3875'DIRT ROAD 1.2 MI (1.9 KM) TO A BEND IN THE ROAD TO THE LEFT (EAST) ,
 AJ3875'THENCE CONTINUE DRIVING EAST ON THE ROAD 2.2 MI (3.5 KM) TO 331ST
 AJ3875'AVENUE (NORTH-SOUTH DIRT ROAD) , THENCE TURN SOUTH ONTO 331ST AVENUE
 AJ3875'AND DRIVE 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT 30 FT (9.1 M)
 AJ3875'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 10.0 FOOT
 AJ3875'(3.0 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3875'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3875'ACCESS COVER STAMPED 4JJ2 1999, SURROUNDED WITH A CONCRETE COLLAR
 AJ3875'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3875'STATION TIES -
 AJ3875'30 FT (9.1 M) WEST OF 331ST AVE (DIRT ROAD) 50 FT (15.2 M) NORTH OF A
 AJ3875'DIRT ROAD HEADING EAST
 AJ3875'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3875'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3606 ***********************************************************************
 AJ3606  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3606  DESIGNATION -  4JL2
 AJ3606  PID         -  AJ3606
 AJ3606  STATE/COUNTY-  AZ/MARICOPA
 AJ3606  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3606
 AJ3606                         *CURRENT SURVEY CONTROL
 AJ3606  ___________________________________________________________________
 AJ3606* NAD 83(2007)-  33 46 56.79026(N)    112 53 23.40007(W)     ADJUSTED  
 AJ3606* NAVD 88     -       590.72   (meters)    1938.1    (feet)  GPS OBS   
 AJ3606  ___________________________________________________________________
 AJ3606  EPOCH DATE  -        2007.00
 AJ3606  X           -  -2,064,283.496 (meters)                     COMP
 AJ3606  Y           -  -4,889,263.543 (meters)                     COMP
 AJ3606  Z           -   3,526,726.617 (meters)                     COMP
 AJ3606  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AJ3606  ELLIP HEIGHT-         560.522 (meters)          (02/10/07) ADJUSTED
 AJ3606  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AJ3606
 AJ3606  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3606  Type    PID    Designation                      North   East  Ellip
 AJ3606  -------------------------------------------------------------------
 AJ3606  NETWORK AJ3606 4JL2                              0.65   0.57   0.98
 AJ3606  -------------------------------------------------------------------
 AJ3606
 AJ3606.The horizontal coordinates were established by GPS observations
 AJ3606.and adjusted by the National Geodetic Survey in February 2007.
 AJ3606
 AJ3606.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3606.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3606.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3606.The epoch date for horizontal control is a decimal equivalence
 AJ3606.of Year/Month/Day.
 AJ3606
 AJ3606.The orthometric height was determined by GPS observations and a
 AJ3606.high-resolution geoid model.
 AJ3606.The orthometric height was determined by GPS observations and a
 AJ3606.high-resolution geoid model using precise GPS observation and
 AJ3606.processing techniques.
 AJ3606
 AJ3606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3606
 AJ3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3606
 AJ3606.The ellipsoidal height was determined by GPS observations
 AJ3606.and is referenced to NAD 83.
 AJ3606
 AJ3606.The geoid height was determined by GEOID03.
 AJ3606
 AJ3606;                    North         East     Units Scale Factor Converg.
 AJ3606;SPC AZ C     -   308,950.228   123,232.996   MT  1.00000011   -0 32 28.2
 AJ3606;SPC AZ C     - 1,013,616.23    404,307.73   iFT  1.00000011   -0 32 28.2
 AJ3606;UTM  12      - 3,739,638.903   325,022.119   MT  0.99997746   -1 03 03.9
 AJ3606
 AJ3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3606!SPC AZ C     -   0.99991201  x   1.00000011  =   0.99991212
 AJ3606!UTM  12      -   0.99991201  x   0.99997746  =   0.99988947
 AJ3606
 AJ3606                          SUPERSEDED SURVEY CONTROL
 AJ3606
 AJ3606  NAD 83(1992)-  33 46 56.78948(N)    112 53 23.39968(W) AD(       ) B
 AJ3606  ELLIP H (04/12/01)  560.547  (m)                       GP(       ) 3 2
 AJ3606
 AJ3606.Superseded values are not recommended for survey control.
 AJ3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3606.See file dsdata.txt to determine how the superseded data were derived.
 AJ3606
 AJ3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2502239639(NAD 83)
 AJ3606_MARKER: I = METAL ROD
 AJ3606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3606_STAMPING: 4JL2 1999
 AJ3606_MARK LOGO: MCDOT 
 AJ3606_PROJECTION: FLUSH
 AJ3606_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3606+STABILITY: POSITION/ELEVATION WELL
 AJ3606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3606+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3606_ROD/PIPE-DEPTH:  4.9 meters
 AJ3606_SLEEVE-DEPTH  :  0.8 meters
 AJ3606
 AJ3606  HISTORY     - Date     Condition        Report By
 AJ3606  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3606
 AJ3606                          STATION DESCRIPTION
 AJ3606
 AJ3606'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3606'THE STATION IS LOCATED ABOUT 15.4 MI (24.8 KM) SOUTHWEST OF THE CITY
 AJ3606'OF WICKENBURG TOWNSHIP 05 NORTH, RANGE 06 WEST, SECTION 09
 AJ3606'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3606'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE WEST
 AJ3606'ON US 60 FOR 0.25 MI (0.40 KM) TO VULTURE MINE ROAD, THENCE TURN LEFT
 AJ3606'(SOUTH) ON TO VULTURE MINE ROAD AND DRIVE 12.7 MI (20.4 KM) TO MILE
 AJ3606'POST 22, THENCE CONTINUE SOUTHWEST (CROSSING JIMMIE WASH) ON VULTURE
 AJ3606'MINE ROAD FOR 0.5 MI (0.8 KM) TO A DIRT ROAD ON THE WEST SIDE OF
 AJ3606'VULTURE MINE ROAD, THENCE TURN RIGHT (WEST) ON TO DIRT ROAD AND DRIVE
 AJ3606'1.3 MI (2.1 KM) TO A BARBED WIRE FENCE T-OFF ON THE NORTH SIDE OF DIRT
 AJ3606'ROAD (JUST WEST OF A DIRT TRAIL FORK) , THENCE CONTINUE WEST ON DIRT
 AJ3606'ROAD (CROSSING UNDER POWER TRANSMISSION LINES) FOR 0.9 MI (1.4 KM) TO
 AJ3606'G.L.O.  PIPE ON SOUTH SIDE OF ROAD, PARK VEHICLE AND WALK 35 FT (10.7
 AJ3606'M) NORTH OF BARBED WIRE FENCE ON NORTH SIDE OF DIRT ROAD AND TO THE
 AJ3606'STATION AS DESCRIBED
 AJ3606'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3606'COMPRESSED ON A 16 FOOT (4.88 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3606'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3606'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4JL2 1999, SURROUNDED
 AJ3606'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3606'CARSONITE MARKER
 AJ3606'STATION TIES - FURTHEST TO CLOSEST
 AJ3606'13.2 MI (21.2 KM) - SOUTH OF US 60
 AJ3606'2.2 MI (3.5 KM) - WEST OF VULTURE MINE ROAD
 AJ3606'35 FT (10.7 M) - NORTH OF BARBED WIRE FENCE ON NORTH SIDE OF DIRT ROAD
 AJ3606'AND G.L.O.  PIPE AT 1/4 CORNER SEC 9/SEC 16
 AJ3606'4 FT (1.2 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3606'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3606'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3607 ***********************************************************************
 AJ3607  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3607  DESIGNATION -  4JN4
 AJ3607  PID         -  AJ3607
 AJ3607  STATE/COUNTY-  AZ/MARICOPA
 AJ3607  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3607
 AJ3607                         *CURRENT SURVEY CONTROL
 AJ3607  ___________________________________________________________________
 AJ3607* NAD 83(2007)-  33 46 58.87210(N)    112 59 12.58362(W)     ADJUSTED  
 AJ3607* NAVD 88     -       622.36   (meters)    2041.9    (feet)  GPS OBS   
 AJ3607  ___________________________________________________________________
 AJ3607  EPOCH DATE  -        2007.00
 AJ3607  X           -  -2,072,553.844 (meters)                     COMP
 AJ3607  Y           -  -4,885,753.276 (meters)                     COMP
 AJ3607  Z           -   3,526,797.506 (meters)                     COMP
 AJ3607  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ3607  ELLIP HEIGHT-         592.122 (meters)          (02/10/07) ADJUSTED
 AJ3607  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AJ3607
 AJ3607  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3607  Type    PID    Designation                      North   East  Ellip
 AJ3607  -------------------------------------------------------------------
 AJ3607  NETWORK AJ3607 4JN4                              0.71   0.65   1.08
 AJ3607  -------------------------------------------------------------------
 AJ3607
 AJ3607.The horizontal coordinates were established by GPS observations
 AJ3607.and adjusted by the National Geodetic Survey in February 2007.
 AJ3607
 AJ3607.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3607.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3607.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3607.The epoch date for horizontal control is a decimal equivalence
 AJ3607.of Year/Month/Day.
 AJ3607
 AJ3607.The orthometric height was determined by GPS observations and a
 AJ3607.high-resolution geoid model.
 AJ3607.The orthometric height was determined by GPS observations and a
 AJ3607.high-resolution geoid model using precise GPS observation and
 AJ3607.processing techniques.
 AJ3607
 AJ3607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3607
 AJ3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3607
 AJ3607.The ellipsoidal height was determined by GPS observations
 AJ3607.and is referenced to NAD 83.
 AJ3607
 AJ3607.The geoid height was determined by GEOID03.
 AJ3607
 AJ3607;                    North         East     Units Scale Factor Converg.
 AJ3607;SPC AZ C     -   309,103.448   114,250.329   MT  1.00002106   -0 35 42.4
 AJ3607;SPC AZ C     - 1,014,118.92    374,837.04   iFT  1.00002106   -0 35 42.4
 AJ3607;UTM  12      - 3,739,872.062   316,041.290   MT  1.00001720   -1 06 18.3
 AJ3607
 AJ3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3607!SPC AZ C     -   0.99990705  x   1.00002106  =   0.99992811
 AJ3607!UTM  12      -   0.99990705  x   1.00001720  =   0.99992425
 AJ3607
 AJ3607                          SUPERSEDED SURVEY CONTROL
 AJ3607
 AJ3607  NAD 83(1992)-  33 46 58.87130(N)    112 59 12.58330(W) AD(       ) B
 AJ3607  ELLIP H (04/12/01)  592.144  (m)                       GP(       ) 3 2
 AJ3607
 AJ3607.Superseded values are not recommended for survey control.
 AJ3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3607.See file dsdata.txt to determine how the superseded data were derived.
 AJ3607
 AJ3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1604139872(NAD 83)
 AJ3607_MARKER: I = METAL ROD
 AJ3607_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3607+WITH SETTING: INFORMATION.
 AJ3607_STAMPING: 4JN4 1999
 AJ3607_MARK LOGO: MCDOT 
 AJ3607_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ3607_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3607+STABILITY: POSITION/ELEVATION WELL
 AJ3607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3607+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2007
 AJ3607_ROD/PIPE-DEPTH:  2.7 meters
 AJ3607_SLEEVE-DEPTH  :  0.8 meters
 AJ3607
 AJ3607  HISTORY     - Date     Condition        Report By
 AJ3607  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3607  HISTORY     - 20070503 GOOD             MCDOT
 AJ3607  HISTORY     - 20070503 GOOD             MCDOT
 AJ3607
 AJ3607                          STATION DESCRIPTION
 AJ3607
 AJ3607'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3607'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3607'PHOENIX, TOWNSHIP 03 NORTH, RANGE 09 WEST, SECTION 31
 AJ3607'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3607'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3607'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3607'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3607'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3607'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 21.4 MI (34.4 KM) TO AGUILA
 AJ3607'ROAD, THENCE TURN RIGHT (EAST) ON TO AGUILA ROAD AND DRIVE 13.6 MI
 AJ3607'(21.9 KM) TO A DIRT ROAD ON THE NORTH SIDE OF AGUILA ROAD (0.4 MI WEST
 AJ3607'OF MILE POST 14) AND PARK, THENCE WALK 32 FT (9.8 M) EAST OF
 AJ3607'INTERSECTING DIRT ROAD AND 42 FT (12.8 M) NORTH OF AGUILA ROAD AND TO
 AJ3607'THE STATION AS DESCRIBED
 AJ3607'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3607'COMPRESSED ON A 9 FOOT (2.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3607'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3607'WITH A COUNTY LOGO ACCESS COVER STAMPED 4JN4 1999, SURROUNDED WITH A
 AJ3607'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3607'MARKER
 AJ3607'STATION TIES - FURTHEST TO CLOSEST
 AJ3607'13.8 MI (22.2 KM) - EAST OF EAGLE EYE ROAD
 AJ3607'0.4 MI (0.6 KM) - WEST OF MILE POST 14 ON AGUILA ROAD
 AJ3607'42 FT (12.8 M) - NORTH OF AGUILA ROAD
 AJ3607'32 FT (9.8 M) - EAST OF INTERSECTING DIRT ROAD
 AJ3607'UNKNOWN FOOTAGE - FROM CARSONITE WITNESS POST
 AJ3607'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3607'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3607
 AJ3607                          STATION RECOVERY (2007)
 AJ3607
 AJ3607'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3607'MONUMENT FOUND IN GOOD CONDITION.
 AJ3607
 AJ3607                          STATION RECOVERY (2007)
 AJ3607
 AJ3607'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3607'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3608 ***********************************************************************
 AJ3608  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3608  DESIGNATION -  4JP3
 AJ3608  PID         -  AJ3608
 AJ3608  STATE/COUNTY-  AZ/MARICOPA
 AJ3608  USGS QUAD   -  BLACK BUTTE (1990)
 AJ3608
 AJ3608                         *CURRENT SURVEY CONTROL
 AJ3608  ___________________________________________________________________
 AJ3608* NAD 83(2007)-  33 47 00.12368(N)    113 04 35.85034(W)     ADJUSTED  
 AJ3608* NAVD 88     -       715.12   (meters)    2346.2    (feet)  GPS OBS   
 AJ3608  ___________________________________________________________________
 AJ3608  EPOCH DATE  -        2007.00
 AJ3608  X           -  -2,080,230.249 (meters)                     COMP
 AJ3608  Y           -  -4,882,550.249 (meters)                     COMP
 AJ3608  Z           -   3,526,881.114 (meters)                     COMP
 AJ3608  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AJ3608  ELLIP HEIGHT-         684.836 (meters)          (02/10/07) ADJUSTED
 AJ3608  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AJ3608
 AJ3608  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3608  Type    PID    Designation                      North   East  Ellip
 AJ3608  -------------------------------------------------------------------
 AJ3608  NETWORK AJ3608 4JP3                              0.57   0.49   0.88
 AJ3608  -------------------------------------------------------------------
 AJ3608
 AJ3608.The horizontal coordinates were established by GPS observations
 AJ3608.and adjusted by the National Geodetic Survey in February 2007.
 AJ3608
 AJ3608.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3608.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3608.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3608.The epoch date for horizontal control is a decimal equivalence
 AJ3608.of Year/Month/Day.
 AJ3608
 AJ3608.The orthometric height was determined by GPS observations and a
 AJ3608.high-resolution geoid model.
 AJ3608.The orthometric height was determined by GPS observations and a
 AJ3608.high-resolution geoid model using precise GPS observation and
 AJ3608.processing techniques.
 AJ3608
 AJ3608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3608
 AJ3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3608
 AJ3608.The ellipsoidal height was determined by GPS observations
 AJ3608.and is referenced to NAD 83.
 AJ3608
 AJ3608.The geoid height was determined by GEOID03.
 AJ3608
 AJ3608;                    North         East     Units Scale Factor Converg.
 AJ3608;SPC AZ C     -   309,232.020   105,934.142   MT  1.00004222   -0 38 42.2
 AJ3608;SPC AZ C     - 1,014,540.75    347,552.96   iFT  1.00004222   -0 38 42.2
 AJ3608;UTM  12      - 3,740,074.651   307,726.537   MT  1.00005577   -1 09 18.3
 AJ3608
 AJ3608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3608!SPC AZ C     -   0.99989250  x   1.00004222  =   0.99993472
 AJ3608!UTM  12      -   0.99989250  x   1.00005577  =   0.99994826
 AJ3608
 AJ3608                          SUPERSEDED SURVEY CONTROL
 AJ3608
 AJ3608  NAD 83(1992)-  33 47 00.12285(N)    113 04 35.85004(W) AD(       ) B
 AJ3608  ELLIP H (04/12/01)  684.860  (m)                       GP(       ) 3 2
 AJ3608
 AJ3608.Superseded values are not recommended for survey control.
 AJ3608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3608.See file dsdata.txt to determine how the superseded data were derived.
 AJ3608
 AJ3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0772740075(NAD 83)
 AJ3608_MARKER: DD = SURVEY DISK
 AJ3608_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3608_STAMPING: 4JP3 1999
 AJ3608_MARK LOGO: MCDOT 
 AJ3608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3608+STABILITY: POSITION/ELEVATION WELL
 AJ3608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3608+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3608
 AJ3608  HISTORY     - Date     Condition        Report By
 AJ3608  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3608
 AJ3608                          STATION DESCRIPTION
 AJ3608
 AJ3608'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3608'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3608'PHOENIX, TOWNSHIP 05 NORTH, RANGE 08 WEST, SECTION 10
 AJ3608'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3608'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3608'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3608'WINTERSBURG ROAD (EXIT 98) ,THENCE TURN RIGHT (NORTH) ON TO
 AJ3608'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3608'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3608'(4.8 KM) TO 355TH AVENUE/WICKENBURG HIGHWAY, THENCE TURN LEFT (NORTH)
 AJ3608'ON TO 355TH AVENUE AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS
 AJ3608'POINT 355TH AVENUE TURNS INTO WICKENBURG HIGHWAY) , THENCE CONTINUE
 AJ3608'NORTH ON WICKENBURG HIGHWAY FOR 13.1 MI (21.1 KM) TO A 4 WAY
 AJ3608'INTERSECTION OF VULTURE MINE ROAD, AGUILA ROAD AND WICKENBURG HIGHWAY,
 AJ3608'THENCE CONTINUE STRAIGHT THROUGH INTERSECTION ONTO AGUILA ROAD AND END
 AJ3608'OF PAVEMENT, THENCE CONTINUE STRAIGHT (NORTH THEN WEST) ON AGUILA ROAD
 AJ3608'FOR 12.6 MI (20.3 KM) TO DIAMOND RANCH ENTRANCE LOCATED ON THE NORTH
 AJ3608'SIDE OF AGUILA ROAD, THENCE CONTINUE WEST ON AGUILA FOR 0.6 MI (1.0
 AJ3608'KM) TO MILE POST 8, THENCE CONTINUE WEST ON AGUILA FOR 0.2 MI (0.3 KM)
 AJ3608'TO A DIRT ROAD ON THE SOUTH SIDE OF AGUILA ROAD, THENCE TURN LEFT
 AJ3608'(SOUTH) ON TO DIRT ROAD AND DRIVE 1.2 MI (1.9 KM) TO A FORK IN THE
 AJ3608'ROAD ( AT 0.1 MI ALONG SAID DIRT ROAD THERE IS A G.L.O.  BRASS CAP (W
 AJ3608'1/4 32 - 1916, AT 0.3 MI ALONG SAID DIRT ROAD THERE IS BARBED WIRE
 AJ3608'FENCE, AT 0.4 MI A BIG WASH, AT 1.0 MI A WATER BIN ON THE LEFT (EAST)
 AJ3608'OF THE ROAD, THENCE BEAR RIGHT (SOUTHWEST) AT FORK AND DRIVE 0.3 MI
 AJ3608'(0.5 KM) TO A FORK IN THE ROAD, THENCE BEAR RIGHT (WEST) AT FORK AND
 AJ3608'DRIVE 2.0 MI (3.2 KM) - IN A 4X4 VEHICLE ONLY - AND TO THE STATION AS
 AJ3608'DESCRIBED
 AJ3608'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3608'COUNTY D.O.T.  BRASS DISK, STAMPED 4JP3 1999, SET IN BEDROCK, NO WHITE
 AJ3608'CARSONITE MARKER
 AJ3608'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3608'3.2 MI (5.1 KM) - SOUTHWEST OF AGUILA ROAD
 AJ3608'0.5 MI (0.8 KM) - WEST OF DIRT ROAD ON A ROAD WHICH REQUIRES A 4 X 4
 AJ3608'VEHICLE ONLY
 AJ3608'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3608'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3609 ***********************************************************************
 AJ3609  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3609  DESIGNATION -  4JR3
 AJ3609  PID         -  AJ3609
 AJ3609  STATE/COUNTY-  AZ/MARICOPA
 AJ3609  USGS QUAD   -  TIGER WELL (1990)
 AJ3609
 AJ3609                         *CURRENT SURVEY CONTROL
 AJ3609  ___________________________________________________________________
 AJ3609* NAD 83(2007)-  33 46 24.54679(N)    113 10 09.69228(W)     ADJUSTED  
 AJ3609* NAVD 88     -       688.15   (meters)    2257.7    (feet)  GPS OBS   
 AJ3609  ___________________________________________________________________
 AJ3609  EPOCH DATE  -        2007.00
 AJ3609  X           -  -2,088,360.964 (meters)                     COMP
 AJ3609  Y           -  -4,879,716.692 (meters)                     COMP
 AJ3609  Z           -   3,525,954.895 (meters)                     COMP
 AJ3609  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AJ3609  ELLIP HEIGHT-         657.837 (meters)          (02/10/07) ADJUSTED
 AJ3609  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AJ3609
 AJ3609  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3609  Type    PID    Designation                      North   East  Ellip
 AJ3609  -------------------------------------------------------------------
 AJ3609  NETWORK AJ3609 4JR3                              0.65   0.59   0.98
 AJ3609  -------------------------------------------------------------------
 AJ3609
 AJ3609.The horizontal coordinates were established by GPS observations
 AJ3609.and adjusted by the National Geodetic Survey in February 2007.
 AJ3609
 AJ3609.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3609.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3609.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3609.The epoch date for horizontal control is a decimal equivalence
 AJ3609.of Year/Month/Day.
 AJ3609
 AJ3609.The orthometric height was determined by GPS observations and a
 AJ3609.high-resolution geoid model.
 AJ3609.The orthometric height was determined by GPS observations and a
 AJ3609.high-resolution geoid model using precise GPS observation and
 AJ3609.processing techniques.
 AJ3609
 AJ3609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3609
 AJ3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3609
 AJ3609.The ellipsoidal height was determined by GPS observations
 AJ3609.and is referenced to NAD 83.
 AJ3609
 AJ3609.The geoid height was determined by GEOID03.
 AJ3609
 AJ3609;                    North         East     Units Scale Factor Converg.
 AJ3609;SPC AZ C     -   308,236.447    97,332.056   MT  1.00006591   -0 41 47.3
 AJ3609;SPC AZ C     - 1,011,274.43    319,330.89   iFT  1.00006591   -0 41 47.3
 AJ3609;UTM  12      - 3,739,155.660   299,115.736   MT  1.00009751   -1 12 22.9
 AJ3609
 AJ3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3609!SPC AZ C     -   0.99989674  x   1.00006591  =   0.99996264
 AJ3609!UTM  12      -   0.99989674  x   1.00009751  =   0.99999424
 AJ3609
 AJ3609                          SUPERSEDED SURVEY CONTROL
 AJ3609
 AJ3609  NAD 83(1992)-  33 46 24.54594(N)    113 10 09.69203(W) AD(       ) B
 AJ3609  ELLIP H (04/12/01)  657.861  (m)                       GP(       ) 3 2
 AJ3609
 AJ3609.Superseded values are not recommended for survey control.
 AJ3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3609.See file dsdata.txt to determine how the superseded data were derived.
 AJ3609
 AJ3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9911639156(NAD 83)
 AJ3609_MARKER: I = METAL ROD
 AJ3609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3609+WITH SETTING: INFORMATION.
 AJ3609_STAMPING: 4JR3 1999
 AJ3609_MARK LOGO: MCDOT 
 AJ3609_PROJECTION: FLUSH
 AJ3609_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3609+STABILITY: POSITION/ELEVATION WELL
 AJ3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3609+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3609_ROD/PIPE-DEPTH:  1.8 meters
 AJ3609_SLEEVE-DEPTH  :  0.8 meters
 AJ3609
 AJ3609  HISTORY     - Date     Condition        Report By
 AJ3609  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3609
 AJ3609                          STATION DESCRIPTION
 AJ3609
 AJ3609'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3609'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3609'PHOENIX, TOWNSHIP 05 NORTH, RANGE 09 WEST, SECTION 14
 AJ3609'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3609'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3609'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3609'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3609'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3609'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 16.6 MI (26.7 KM) TO A
 AJ3609'DIRT ROAD ON THE EAST SIDE OF EAGLE EYE ROAD, THENCE TURN RIGHT (EAST)
 AJ3609'ON TO DIRT ROAD AND DRIVE 0.2 MI (0.3 KM) TO A DIRT ROAD ON THE SOUTH
 AJ3609'SIDE, THENCE TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE 1.9 MI (3.1
 AJ3609'KM) TO A WASH, THENCE CROSS WASH AND CONTINUE SOUTHEASTERLY FOR 0.2 MI
 AJ3609'(0.3 KM) AND TO THE STATION AS DESCRIBED
 AJ3609'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3609'COMPRESSED ON A 6 FOOT (1.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3609'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3609'WITH A COUNTY LOGO ACCESS COVER STAMPED 4JR3 1999, SURROUNDED WITH A
 AJ3609'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3609'MARKER
 AJ3609'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3609'2.1 MI (3.4 KM) - SOUTH AND EAST OF EAGLE EYE ROAD
 AJ3609'18 FT (5.5 M) - NORTH OF CENTERLINE OF DIRT ROAD
 AJ3609'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3609'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3610 ***********************************************************************
 AJ3610  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3610  DESIGNATION -  4JT2
 AJ3610  PID         -  AJ3610
 AJ3610  STATE/COUNTY-  AZ/MARICOPA
 AJ3610  USGS QUAD   -  HARQUAHALA MOUNTAIN (1990)
 AJ3610
 AJ3610                         *CURRENT SURVEY CONTROL
 AJ3610  ___________________________________________________________________
 AJ3610* NAD 83(2007)-  33 45 21.34084(N)    113 16 33.96619(W)     ADJUSTED  
 AJ3610* NAVD 88     -       607.62   (meters)    1993.5    (feet)  GPS OBS   
 AJ3610  ___________________________________________________________________
 AJ3610  EPOCH DATE  -        2007.00
 AJ3610  X           -  -2,097,849.569 (meters)                     COMP
 AJ3610  Y           -  -4,876,750.372 (meters)                     COMP
 AJ3610  Z           -   3,524,291.000 (meters)                     COMP
 AJ3610  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AJ3610  ELLIP HEIGHT-         577.229 (meters)          (02/10/07) ADJUSTED
 AJ3610  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AJ3610
 AJ3610  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3610  Type    PID    Designation                      North   East  Ellip
 AJ3610  -------------------------------------------------------------------
 AJ3610  NETWORK AJ3610 4JT2                              0.63   0.59   0.98
 AJ3610  -------------------------------------------------------------------
 AJ3610
 AJ3610.The horizontal coordinates were established by GPS observations
 AJ3610.and adjusted by the National Geodetic Survey in February 2007.
 AJ3610
 AJ3610.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3610.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3610.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3610.The epoch date for horizontal control is a decimal equivalence
 AJ3610.of Year/Month/Day.
 AJ3610
 AJ3610.The orthometric height was determined by GPS observations and a
 AJ3610.high-resolution geoid model.
 AJ3610.The orthometric height was determined by GPS observations and a
 AJ3610.high-resolution geoid model using precise GPS observation and
 AJ3610.processing techniques.
 AJ3610
 AJ3610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3610
 AJ3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3610
 AJ3610.The ellipsoidal height was determined by GPS observations
 AJ3610.and is referenced to NAD 83.
 AJ3610
 AJ3610.The geoid height was determined by GEOID03.
 AJ3610
 AJ3610;                    North         East     Units Scale Factor Converg.
 AJ3610;SPC AZ C     -   306,414.335    87,418.865   MT  1.00009548   -0 45 19.7
 AJ3610;SPC AZ C     - 1,005,296.37    286,807.30   iFT  1.00009548   -0 45 19.7
 AJ3610;UTM  12      - 3,737,421.752   289,186.308   MT  1.00014791   -1 15 54.7
 AJ3610
 AJ3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3610!SPC AZ C     -   0.99990939  x   1.00009548  =   1.00000486
 AJ3610!UTM  12      -   0.99990939  x   1.00014791  =   1.00005729
 AJ3610
 AJ3610                          SUPERSEDED SURVEY CONTROL
 AJ3610
 AJ3610  NAD 83(1992)-  33 45 21.33992(N)    113 16 33.96598(W) AD(       ) B
 AJ3610  ELLIP H (04/12/01)  577.255  (m)                       GP(       ) 3 2
 AJ3610
 AJ3610.Superseded values are not recommended for survey control.
 AJ3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3610.See file dsdata.txt to determine how the superseded data were derived.
 AJ3610
 AJ3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8918637422(NAD 83)
 AJ3610_MARKER: I = METAL ROD
 AJ3610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3610_STAMPING: 4JT2 1999
 AJ3610_MARK LOGO: MCDOT 
 AJ3610_PROJECTION: FLUSH
 AJ3610_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3610+STABILITY: POSITION/ELEVATION WELL
 AJ3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3610+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3610_ROD/PIPE-DEPTH:  6.4 meters
 AJ3610_SLEEVE-DEPTH  :  0.8 meters
 AJ3610
 AJ3610  HISTORY     - Date     Condition        Report By
 AJ3610  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3610
 AJ3610                          STATION DESCRIPTION
 AJ3610
 AJ3610'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3610'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3610'PHOENIX, TOWNSHIP 05 NORTH, RANGE 10 WEST, SECTION 23
 AJ3610'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3610'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3610'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3610'SALOME ROAD (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3610'ROAD AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN RIGHT
 AJ3610'(NORTH) ON TO EAGLE EYE ROAD AND DRIVE 10.2 MI (16.4 KM) TO A DIRT
 AJ3610'ROAD ON LEFT (WEST) SIDE OF ROAD (BETWEEN MILE POST 10 AND MILE POST
 AJ3610'11 OF EAGLE EYE ROAD), THENCE TURN LEFT (WEST) ON TO DIRT ROAD  AND
 AJ3610'DRIVE NORTHERLY FOR 0.5 MI (0.8 KM) AND TO THE STATION AS DESCRIBED
 AJ3610'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3610'COMPRESSED ON A 21 FOOT (6.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3610'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3610'WITH A COUNTY LOGO ACCESS COVER STAMPED 4JT2 1999, SURROUNDED WITH A
 AJ3610'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3610'MARKER
 AJ3610'STATION TIES - FURTHEST TO CLOSEST
 AJ3610'10.7 MI (17.2 KM) - NORTHWEST OF SALOME HIGHWAY
 AJ3610'0.5 MI (0.8 KM) - NORTHWEST OF EAGLE EYE ROAD
 AJ3610'36 FT (11.0 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3610'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3610'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3610'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3879 ***********************************************************************
 AJ3879  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3879  DESIGNATION -  4KC2
 AJ3879  PID         -  AJ3879
 AJ3879  STATE/COUNTY-  AZ/MARICOPA
 AJ3879  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 AJ3879
 AJ3879                         *CURRENT SURVEY CONTROL
 AJ3879  ___________________________________________________________________
 AJ3879* NAD 83(2007)-  33 48 40.49608(N)    112 25 02.04589(W)     ADJUSTED  
 AJ3879* NAVD 88     -       541.03   (meters)    1775.0    (feet)  GPS OBS   
 AJ3879  ___________________________________________________________________
 AJ3879  EPOCH DATE  -        2007.00
 AJ3879  X           -  -2,023,191.734 (meters)                     COMP
 AJ3879  Y           -  -4,904,443.167 (meters)                     COMP
 AJ3879  Z           -   3,529,354.844 (meters)                     COMP
 AJ3879  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ3879  ELLIP HEIGHT-         511.439 (meters)          (02/10/07) ADJUSTED
 AJ3879  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AJ3879
 AJ3879  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3879  Type    PID    Designation                      North   East  Ellip
 AJ3879  -------------------------------------------------------------------
 AJ3879  NETWORK AJ3879 4KC2                              0.71   0.67   1.04
 AJ3879  -------------------------------------------------------------------
 AJ3879
 AJ3879.The horizontal coordinates were established by GPS observations
 AJ3879.and adjusted by the National Geodetic Survey in February 2007.
 AJ3879
 AJ3879.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3879.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3879.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3879.The epoch date for horizontal control is a decimal equivalence
 AJ3879.of Year/Month/Day.
 AJ3879
 AJ3879.The orthometric height was determined by GPS observations and a
 AJ3879.high-resolution geoid model.
 AJ3879.The orthometric height was determined by GPS observations and a
 AJ3879.high-resolution geoid model using precise GPS observation and
 AJ3879.processing techniques.
 AJ3879
 AJ3879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3879
 AJ3879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3879
 AJ3879.The ellipsoidal height was determined by GPS observations
 AJ3879.and is referenced to NAD 83.
 AJ3879
 AJ3879.The geoid height was determined by GEOID03.
 AJ3879
 AJ3879;                    North         East     Units Scale Factor Converg.
 AJ3879;SPC AZ C     -   311,832.194   167,017.480   MT  0.99992647   -0 16 42.8
 AJ3879;SPC AZ C     - 1,023,071.50    547,957.61   iFT  0.99992647   -0 16 42.8
 AJ3879;UTM  12      - 3,742,130.808   368,827.522   MT  0.99981211   -0 47 19.5
 AJ3879
 AJ3879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3879!SPC AZ C     -   0.99991972  x   0.99992647  =   0.99984619
 AJ3879!UTM  12      -   0.99991972  x   0.99981211  =   0.99973184
 AJ3879
 AJ3879                          SUPERSEDED SURVEY CONTROL
 AJ3879
 AJ3879  NAD 83(1992)-  33 48 40.49542(N)    112 25 02.04534(W) AD(       ) B
 AJ3879  ELLIP H (04/12/01)  511.461  (m)                       GP(       ) 3 2
 AJ3879
 AJ3879.Superseded values are not recommended for survey control.
 AJ3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3879.See file dsdata.txt to determine how the superseded data were derived.
 AJ3879
 AJ3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6882842131(NAD 83)
 AJ3879_MARKER: I = METAL ROD
 AJ3879_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3879+WITH SETTING: INFORMATION.
 AJ3879_STAMPING: 4KC2
 AJ3879_MARK LOGO: MCDOT 
 AJ3879_PROJECTION: FLUSH
 AJ3879_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3879+STABILITY: POSITION/ELEVATION WELL
 AJ3879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3879+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3879_ROD/PIPE-DEPTH:  1.8 meters
 AJ3879_SLEEVE-DEPTH  :  0.8 meters
 AJ3879
 AJ3879  HISTORY     - Date     Condition        Report By
 AJ3879  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3879
 AJ3879                          STATION DESCRIPTION
 AJ3879
 AJ3879'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3879'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF THE TOWN OF
 AJ3879'WITTMANN, TOWNSHIP 5 NORTH, RANGE 1 WEST, SECTION 6
 AJ3879'OWNERSHIP - STATE LAND
 AJ3879'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3879'DRIVE EASTERLY ON STATE ROUTE 74 12.6 MI (20.3 KM) TO A DIRT ROAD ON
 AJ3879'THE RIGHT BEING 0.6 MI (1.0 KM) EAST OF MILE POST 12, THENCE TURN
 AJ3879'RIGHT (SOUTH) ONTO THE DIRT ROAD AND DRIVE 0.1 MI (0.2 KM) TO A Y IN
 AJ3879'THE ROAD, THENCE STAY TO THE LEFT AND CONTINUE DRIVING SOUTHERLY 0.5
 AJ3879'MI (0.8 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY LEFT AND CONTINUE
 AJ3879'SOUTHERLY 0.6 MI (1.0 KM) TO THE STATION 40 FT (12.2 M) LEFT (EAST) OF
 AJ3879'THE ROAD
 AJ3879'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3879'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3879'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3879'COVER STAMPED 4KC2, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3879'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3879'STATION TIES -
 AJ3879'40 FT (12.2 M) EAST OF DIRT ROAD
 AJ3879'30 FT (9.1 M) NORTH OF A DIRT ROAD
 AJ3879'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3879'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3878 ***********************************************************************
 AJ3878  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3878  DESIGNATION -  4KE1
 AJ3878  PID         -  AJ3878
 AJ3878  STATE/COUNTY-  AZ/MARICOPA
 AJ3878  USGS QUAD   -  WITTMANN (1981)
 AJ3878
 AJ3878                         *CURRENT SURVEY CONTROL
 AJ3878  ___________________________________________________________________
 AJ3878* NAD 83(2007)-  33 48 40.67749(N)    112 30 57.65025(W)     ADJUSTED  
 AJ3878* NAVD 88     -       554.55   (meters)    1819.4    (feet)  GPS OBS   
 AJ3878  ___________________________________________________________________
 AJ3878  EPOCH DATE  -        2007.00
 AJ3878  X           -  -2,031,647.137 (meters)                     COMP
 AJ3878  Y           -  -4,900,955.247 (meters)                     COMP
 AJ3878  Z           -   3,529,366.928 (meters)                     COMP
 AJ3878  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AJ3878  ELLIP HEIGHT-         524.808 (meters)          (02/10/07) ADJUSTED
 AJ3878  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 AJ3878
 AJ3878  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3878  Type    PID    Designation                      North   East  Ellip
 AJ3878  -------------------------------------------------------------------
 AJ3878  NETWORK AJ3878 4KE1                              0.76   0.71   1.25
 AJ3878  -------------------------------------------------------------------
 AJ3878
 AJ3878.The horizontal coordinates were established by GPS observations
 AJ3878.and adjusted by the National Geodetic Survey in February 2007.
 AJ3878
 AJ3878.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3878.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3878.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3878.The epoch date for horizontal control is a decimal equivalence
 AJ3878.of Year/Month/Day.
 AJ3878
 AJ3878.The orthometric height was determined by GPS observations and a
 AJ3878.high-resolution geoid model.
 AJ3878.The orthometric height was determined by GPS observations and a
 AJ3878.high-resolution geoid model using precise GPS observation and
 AJ3878.processing techniques.
 AJ3878
 AJ3878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3878
 AJ3878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3878
 AJ3878.The ellipsoidal height was determined by GPS observations
 AJ3878.and is referenced to NAD 83.
 AJ3878
 AJ3878.The geoid height was determined by GEOID03.
 AJ3878
 AJ3878;                    North         East     Units Scale Factor Converg.
 AJ3878;SPC AZ C     -   311,886.630   157,872.454   MT  0.99993794   -0 20 00.7
 AJ3878;SPC AZ C     - 1,023,250.10    517,954.25   iFT  0.99993794   -0 20 00.7
 AJ3878;UTM  12      - 3,742,266.661   359,684.302   MT  0.99984272   -0 50 37.5
 AJ3878
 AJ3878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3878!SPC AZ C     -   0.99991762  x   0.99993794  =   0.99985556
 AJ3878!UTM  12      -   0.99991762  x   0.99984272  =   0.99976035
 AJ3878
 AJ3878                          SUPERSEDED SURVEY CONTROL
 AJ3878
 AJ3878  NAD 83(1992)-  33 48 40.67683(N)    112 30 57.64977(W) AD(       ) B
 AJ3878  ELLIP H (04/12/01)  524.829  (m)                       GP(       ) 3 2
 AJ3878
 AJ3878.Superseded values are not recommended for survey control.
 AJ3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3878.See file dsdata.txt to determine how the superseded data were derived.
 AJ3878
 AJ3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5968442267(NAD 83)
 AJ3878_MARKER: I = METAL ROD
 AJ3878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3878+WITH SETTING: INFORMATION.
 AJ3878_STAMPING: 4KE1
 AJ3878_MARK LOGO: MCDOT 
 AJ3878_PROJECTION: PROJECTING 23 CENTIMETERS
 AJ3878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3878+STABILITY: POSITION/ELEVATION WELL
 AJ3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3878+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2008
 AJ3878_ROD/PIPE-DEPTH:  1.8 meters
 AJ3878_SLEEVE-DEPTH  :  0.8 meters
 AJ3878
 AJ3878  HISTORY     - Date     Condition        Report By
 AJ3878  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3878  HISTORY     - 20080731 GOOD             SURPGS
 AJ3878
 AJ3878                          STATION DESCRIPTION
 AJ3878
 AJ3878'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3878'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH-NORTHEAST OF THE
 AJ3878'TOWN OF WITTMANN, TOWNSHIP 6 NORTH, RANGE 2 WEST, SECTION 31
 AJ3878'OWNERSHIP - PRIVATE
 AJ3878'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND STATE
 AJ3878'ROUTE 74 AT EXIT 223, DRIVE WESTERLY ON STATE ROUTE 74 APPROXIMATELY
 AJ3878'22 MI (35.4 KM) TO THE INTERSECTION OF 211TH AVENUE AND STATE ROUTE
 AJ3878'74, THENCE TURN LEFT (SOUTH) ONTO 211TH AVENUE AND DRIVE SOUTHERLY 2.2
 AJ3878'MI (3.5 KM) TO THE STATION ON THE LEFT 50 FT (15.2 M) EAST OF THE ROAD
 AJ3878'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3878'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3878'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3878'COVER STAMPED 4KE1, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3878'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3878'STATION TIES -
 AJ3878'75 FT (22.9 M) NORTH OF MILE POST 2
 AJ3878'6 FT (1.8 M) WEST OF A BARBED WIRE FENCE ON THE EAST SIDE OF 211TH
 AJ3878'AVENUE
 AJ3878'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3878'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3878
 AJ3878                          STATION RECOVERY (2008)
 AJ3878
 AJ3878'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 AJ3878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3877 ***********************************************************************
 AJ3877  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3877  DESIGNATION -  4KG2
 AJ3877  PID         -  AJ3877
 AJ3877  STATE/COUNTY-  AZ/MARICOPA
 AJ3877  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3877
 AJ3877                         *CURRENT SURVEY CONTROL
 AJ3877  ___________________________________________________________________
 AJ3877* NAD 83(2007)-  33 48 41.63153(N)    112 37 56.10724(W)     ADJUSTED  
 AJ3877* NAVD 88     -       562.26   (meters)    1844.7    (feet)  GPS OBS   
 AJ3877  ___________________________________________________________________
 AJ3877  EPOCH DATE  -        2007.00
 AJ3877  X           -  -2,041,581.815 (meters)                     COMP
 AJ3877  Y           -  -4,896,814.175 (meters)                     COMP
 AJ3877  Z           -   3,529,395.551 (meters)                     COMP
 AJ3877  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AJ3877  ELLIP HEIGHT-         532.353 (meters)          (02/10/07) ADJUSTED
 AJ3877  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ3877
 AJ3877  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3877  Type    PID    Designation                      North   East  Ellip
 AJ3877  -------------------------------------------------------------------
 AJ3877  NETWORK AJ3877 4KG2                              0.84   0.78   1.22
 AJ3877  -------------------------------------------------------------------
 AJ3877
 AJ3877.The horizontal coordinates were established by GPS observations
 AJ3877.and adjusted by the National Geodetic Survey in February 2007.
 AJ3877
 AJ3877.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3877.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3877.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3877.The epoch date for horizontal control is a decimal equivalence
 AJ3877.of Year/Month/Day.
 AJ3877
 AJ3877.The orthometric height was determined by GPS observations and a
 AJ3877.high-resolution geoid model.
 AJ3877.The orthometric height was determined by GPS observations and a
 AJ3877.high-resolution geoid model using precise GPS observation and
 AJ3877.processing techniques.
 AJ3877
 AJ3877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3877
 AJ3877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3877
 AJ3877.The ellipsoidal height was determined by GPS observations
 AJ3877.and is referenced to NAD 83.
 AJ3877
 AJ3877.The geoid height was determined by GEOID03.
 AJ3877
 AJ3877;                    North         East     Units Scale Factor Converg.
 AJ3877;SPC AZ C     -   311,984.742   147,111.147   MT  0.99995409   -0 23 53.6
 AJ3877;SPC AZ C     - 1,023,571.99    482,648.12   iFT  0.99995409   -0 23 53.6
 AJ3877;UTM  12      - 3,742,460.583   348,925.199   MT  0.99988137   -0 54 30.5
 AJ3877
 AJ3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3877!SPC AZ C     -   0.99991643  x   0.99995409  =   0.99987053
 AJ3877!UTM  12      -   0.99991643  x   0.99988137  =   0.99979781
 AJ3877
 AJ3877                          SUPERSEDED SURVEY CONTROL
 AJ3877
 AJ3877  NAD 83(1992)-  33 48 41.63085(N)    112 37 56.10679(W) AD(       ) B
 AJ3877  ELLIP H (04/12/01)  532.375  (m)                       GP(       ) 3 2
 AJ3877
 AJ3877.Superseded values are not recommended for survey control.
 AJ3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3877.See file dsdata.txt to determine how the superseded data were derived.
 AJ3877
 AJ3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4892542461(NAD 83)
 AJ3877_MARKER: I = METAL ROD
 AJ3877_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3877_STAMPING: 4KG2 12/99
 AJ3877_MARK LOGO: MCDOT 
 AJ3877_PROJECTION: FLUSH
 AJ3877_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3877+STABILITY: POSITION/ELEVATION WELL
 AJ3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3877+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3877_ROD/PIPE-DEPTH:  6.1 meters
 AJ3877_SLEEVE-DEPTH  :  0.8 meters
 AJ3877
 AJ3877  HISTORY     - Date     Condition        Report By
 AJ3877  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3877
 AJ3877                          STATION DESCRIPTION
 AJ3877
 AJ3877'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3877'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTH-SOUTHEAST OF THE
 AJ3877'TOWN OF WICKENBURG, TOWNSHIP 6 NORTH, RANGE 4 WEST, SECTION 36
 AJ3877'OWNERSHIP - STATE LAND
 AJ3877'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 AND CASTLE HOT
 AJ3877'SPRINGS ROAD, DRIVE SOUTHWESTERLY ON CASTLE HOT SPRINGS ROAD 0.2 MI
 AJ3877'(0.3 KM) TO THE INTERSECTION OF OGDEN ROAD AND CASTLE HOT SPRINGS
 AJ3877'ROAD, THENCE TURN LEFT (SOUTH) ONTO OGDEN ROAD AND DRIVE SOUTHWESTERLY
 AJ3877'3.4 MI (5.5 KM) TO A BARBED WIRE FENCE WITH A CATTLE GUARD, THE
 AJ3877'STATION IS 50 FT (15.2 M) WEST OF THE CATTLE GUARD AND 75 FT (22.9 M)
 AJ3877'NORTH OF THE BARBED WIRE FENCE
 AJ3877'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 20.0 FOOT
 AJ3877'(6.1 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3877'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3877'ACCESS COVER STAMPED 4KG2 12/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3877'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3877'STATION TIES -
 AJ3877'50 FT (15.2 M) WEST OF A CATTLE GUARD
 AJ3877'75 FT (22.9 M) NORTH OF A BARBED WIRE FENCE
 AJ3877'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3877'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3889 ***********************************************************************
 AJ3889  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3889  DESIGNATION -  4KH3
 AJ3889  PID         -  AJ3889
 AJ3889  STATE/COUNTY-  AZ/MARICOPA
 AJ3889  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3889
 AJ3889                         *CURRENT SURVEY CONTROL
 AJ3889  ___________________________________________________________________
 AJ3889* NAD 83(2007)-  33 50 27.92256(N)    112 41 24.55588(W)     ADJUSTED  
 AJ3889* NAVD 88     -       607.11   (meters)    1991.8    (feet)  GPS OBS   
 AJ3889  ___________________________________________________________________
 AJ3889  EPOCH DATE  -        2007.00
 AJ3889  X           -  -2,045,840.501 (meters)                     COMP
 AJ3889  Y           -  -4,893,100.744 (meters)                     COMP
 AJ3889  Z           -   3,532,141.340 (meters)                     COMP
 AJ3889  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AJ3889  ELLIP HEIGHT-         577.224 (meters)          (02/10/07) ADJUSTED
 AJ3889  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AJ3889
 AJ3889  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3889  Type    PID    Designation                      North   East  Ellip
 AJ3889  -------------------------------------------------------------------
 AJ3889  NETWORK AJ3889 4KH3                              1.00   0.88   1.37
 AJ3889  -------------------------------------------------------------------
 AJ3889
 AJ3889.The horizontal coordinates were established by GPS observations
 AJ3889.and adjusted by the National Geodetic Survey in February 2007.
 AJ3889
 AJ3889.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3889.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3889.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3889.The epoch date for horizontal control is a decimal equivalence
 AJ3889.of Year/Month/Day.
 AJ3889
 AJ3889.The orthometric height was determined by GPS observations and a
 AJ3889.high-resolution geoid model.
 AJ3889.The orthometric height was determined by GPS observations and a
 AJ3889.high-resolution geoid model using precise GPS observation and
 AJ3889.processing techniques.
 AJ3889
 AJ3889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3889
 AJ3889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3889
 AJ3889.The ellipsoidal height was determined by GPS observations
 AJ3889.and is referenced to NAD 83.
 AJ3889
 AJ3889.The geoid height was determined by GEOID03.
 AJ3889
 AJ3889;                    North         East     Units Scale Factor Converg.
 AJ3889;SPC AZ C     -   315,298.217   141,775.037   MT  0.99996315   -0 25 50.8
 AJ3889;SPC AZ C     - 1,034,442.97    465,141.20   iFT  0.99996315   -0 25 50.8
 AJ3889;UTM  12      - 3,745,821.240   343,619.177   MT  0.99990148   -0 56 29.1
 AJ3889
 AJ3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3889!SPC AZ C     -   0.99990939  x   0.99996315  =   0.99987254
 AJ3889!UTM  12      -   0.99990939  x   0.99990148  =   0.99981088
 AJ3889
 AJ3889                          SUPERSEDED SURVEY CONTROL
 AJ3889
 AJ3889  NAD 83(1992)-  33 50 27.92188(N)    112 41 24.55547(W) AD(       ) B
 AJ3889  ELLIP H (04/12/01)  577.244  (m)                       GP(       ) 3 2
 AJ3889
 AJ3889.Superseded values are not recommended for survey control.
 AJ3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3889.See file dsdata.txt to determine how the superseded data were derived.
 AJ3889
 AJ3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4361945821(NAD 83)
 AJ3889_MARKER: DD = SURVEY DISK
 AJ3889_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3889_STAMPING: 4KH3
 AJ3889_MARK LOGO: MCDOT 
 AJ3889_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3889+STABILITY: POSITION/ELEVATION WELL
 AJ3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3889+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 AJ3889
 AJ3889  HISTORY     - Date     Condition        Report By
 AJ3889  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3889  HISTORY     - 20040629 GOOD             EVANS
 AJ3889
 AJ3889                          STATION DESCRIPTION
 AJ3889
 AJ3889'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3889'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF THE
 AJ3889'TOWN OF WICKENBURG, TOWNSHIP 6 NORTH, RANGE 4 WEST, SECTION 20
 AJ3889'OWNERSHIP - PRIVATE
 AJ3889'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND CASTLE HOT SPRINGS
 AJ3889'ROAD, DRIVE SOUTHWESTERLY ON CASTLE HOT SPRINGS ROAD 0.14 MI (0.23 KM)
 AJ3889'TO A CATTLE GUARD AND THE END OF PAVEMENT, THENCE CONTINUE
 AJ3889'SOUTHWESTERLY OVER THE CATTLE GUARD AND DRIVE WESTERLY AND NORTHERLY
 AJ3889'ON GATES ROAD (DIRT) 2.1 MI (3.4 KM) TO THE HASSAYAMPA RIVER, ENTER
 AJ3889'THE HASSAYAMPA RIVER BED AND CONTINUE SOUTHWESTERLY IN THE RIVER BED
 AJ3889'0.8 MI (1.3 KM) TO A GATE IN A FENCE RUNNING EAST-WEST, THENCE
 AJ3889'CONTINUE THROUGH THE GATE AND DRIVE SOUTHERLY AND WESTERLY 0.2 MI (0.3
 AJ3889'KM) TO A GATE AT THE WEST BANK OF THE RIVER BED, THENCE CONTINUE
 AJ3889'THROUGH THE GATE AND DRIVE WESTERLY ON AN UNMARKED DIRT ROAD 0.7 MI
 AJ3889'(1.1 KM) TO A WASH, THENCE ENTER WASH AND DRIVE NORTHERLY 0.2 MI (0.3
 AJ3889'KM) AND EXIT WASH ON THE LEFT (WEST) , THENCE CONTINUE DRIVING
 AJ3889'WESTERLY 0.5 MI (0.8 KM) TO A DIRT TRAIL AND TURN RIGHT (NORTHWEST) ,
 AJ3889'THENCE CONTINUE WESTERLY AND SOUTHWESTERLY 0.3 MI (0.5 KM) TO A Y IN
 AJ3889'THE TRAIL AND STAY TO THE LEFT, THENCE CONTINUE DRIVING SOUTHERLY 0.1
 AJ3889'MI (0.2 KM) TO THE STATION ON YOUR LEFT (EAST) 30 FT (9.1 M) FROM THE
 AJ3889'CENTERLINE OF THE DIRT ROAD
 AJ3889'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3889'DISK, STAMPED 4KH3, SET IN BEDROCK, WITNESSED BY A WHITE CARSONITE
 AJ3889'MARKER
 AJ3889'STATION TIES -
 AJ3889'30 FT (9.1 M) WEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3889'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3889'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3889
 AJ3889                          STATION RECOVERY (2004)
 AJ3889
 AJ3889'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3876 ***********************************************************************
 AJ3876  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3876  DESIGNATION -  4KI2
 AJ3876  PID         -  AJ3876
 AJ3876  STATE/COUNTY-  AZ/MARICOPA
 AJ3876  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3876
 AJ3876                         *CURRENT SURVEY CONTROL
 AJ3876  ___________________________________________________________________
 AJ3876* NAD 83(2007)-  33 48 13.38196(N)    112 43 28.30420(W)     ADJUSTED  
 AJ3876* NAVD 88     -       574.55   (meters)    1885.0    (feet)  GPS OBS   
 AJ3876  ___________________________________________________________________
 AJ3876  EPOCH DATE  -        2007.00
 AJ3876  X           -  -2,049,656.668 (meters)                     COMP
 AJ3876  Y           -  -4,893,975.854 (meters)                     COMP
 AJ3876  Z           -   3,528,679.049 (meters)                     COMP
 AJ3876  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AJ3876  ELLIP HEIGHT-         544.533 (meters)          (02/10/07) ADJUSTED
 AJ3876  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AJ3876
 AJ3876  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3876  Type    PID    Designation                      North   East  Ellip
 AJ3876  -------------------------------------------------------------------
 AJ3876  NETWORK AJ3876 4KI2                              0.76   0.67   1.10
 AJ3876  -------------------------------------------------------------------
 AJ3876
 AJ3876.The horizontal coordinates were established by GPS observations
 AJ3876.and adjusted by the National Geodetic Survey in February 2007.
 AJ3876
 AJ3876.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3876.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3876.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3876.The epoch date for horizontal control is a decimal equivalence
 AJ3876.of Year/Month/Day.
 AJ3876
 AJ3876.The orthometric height was determined by GPS observations and a
 AJ3876.high-resolution geoid model.
 AJ3876.The orthometric height was determined by GPS observations and a
 AJ3876.high-resolution geoid model using precise GPS observation and
 AJ3876.processing techniques.
 AJ3876
 AJ3876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3876
 AJ3876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3876
 AJ3876.The ellipsoidal height was determined by GPS observations
 AJ3876.and is referenced to NAD 83.
 AJ3876
 AJ3876.The geoid height was determined by GEOID03.
 AJ3876
 AJ3876;                    North         East     Units Scale Factor Converg.
 AJ3876;SPC AZ C     -   311,177.609   138,561.120   MT  0.99996895   -0 26 58.1
 AJ3876;SPC AZ C     - 1,020,923.91    454,596.85   iFT  0.99996895   -0 26 58.1
 AJ3876;UTM  12      - 3,741,729.665   340,368.870   MT  0.99991414   -0 57 34.7
 AJ3876
 AJ3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3876!SPC AZ C     -   0.99991452  x   0.99996895  =   0.99988348
 AJ3876!UTM  12      -   0.99991452  x   0.99991414  =   0.99982867
 AJ3876
 AJ3876                          SUPERSEDED SURVEY CONTROL
 AJ3876
 AJ3876  NAD 83(1992)-  33 48 13.38125(N)    112 43 28.30379(W) AD(       ) B
 AJ3876  ELLIP H (04/12/01)  544.556  (m)                       GP(       ) 3 2
 AJ3876
 AJ3876.Superseded values are not recommended for survey control.
 AJ3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3876.See file dsdata.txt to determine how the superseded data were derived.
 AJ3876
 AJ3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4036941730(NAD 83)
 AJ3876_MARKER: I = METAL ROD
 AJ3876_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3876+WITH SETTING: INFORMATION.
 AJ3876_STAMPING: 4KI2 12/99
 AJ3876_MARK LOGO: MCDOT 
 AJ3876_PROJECTION: FLUSH
 AJ3876_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3876+STABILITY: POSITION/ELEVATION WELL
 AJ3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3876+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3876_ROD/PIPE-DEPTH:  2.4 meters
 AJ3876_SLEEVE-DEPTH  :  0.8 meters
 AJ3876
 AJ3876  HISTORY     - Date     Condition        Report By
 AJ3876  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3876
 AJ3876                          STATION DESCRIPTION
 AJ3876
 AJ3876'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3876'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTH OF THE TOWN OF
 AJ3876'WICKENBURG, TOWNSHIP 5 NORTH, RANGE 4 WEST, SECTION 6
 AJ3876'OWNERSHIP - PRIVATE
 AJ3876'TO REACH THE STATION FROM THE JUNCTION OF U.S.  60 AND VULTURE MINE
 AJ3876'ROAD, DRIVE SOUTHWESTERLY ON VULTURE MINE ROAD 11.7 MI (18.8 KM) TO AN
 AJ3876'UNMARKED DIRT ROAD ON THE LEFT BEING 0.5 MI (0.8 KM) SOUTHWEST OF
 AJ3876'MILEPOST 25, THENCE TURN LEFT (SOUTHEAST) ONTO THE DIRT ROAD AND DRIVE
 AJ3876'0.1 MI (0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT AND
 AJ3876'CONTINUE DRIVING 0N THE DIRT ROAD 0.9 MI (1.4 KM) TO A GATE IN A
 AJ3876'BARBED WIRE FENCE WITH A CATTLE GUARD, THENCE DRIVE THROUGH THE GATE
 AJ3876'AND STAY TO THE RIGHT OF A Y IN THE ROAD AND CONTINUE DRIVING ON THE
 AJ3876'DIRT ROAD 1.2 MI (1.9 KM) TO A BEND IN THE ROAD TO THE LEFT (EAST) ,
 AJ3876'THENCE CONTINUE DRIVING EAST ON THE ROAD 2.2 MI (3.5 KM) TO 331ST
 AJ3876'AVENUE (NORTH-SOUTH DIRT ROAD) , THENCE TURN (RIGHT) SOUTH ONTO 331ST
 AJ3876'AVENUE AND DRIVE 1.0 MI (1.6 KM) TO THE INTERSECTION OF AN EAST-WEST
 AJ3876'DIRT ROAD, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE EAST
 AJ3876'3.0 MI (4.8 KM) TO 307TH AVENUE (NORTH-SOUTH DIRT ROAD) , THENCE TURN
 AJ3876'LEFT (NORTH) ONTO 307TH AVENUE AND DRIVE 2.2 MI (3.5 KM) TO THE
 AJ3876'INTERSECTION OF GAVIN WAY AND 307TH AVENUE, THENCE TURN RIGHT (EAST)
 AJ3876'AND DRIVE TO A Y IN THE ROAD, THE STATION IS ABOUT 30 FT (9.1 M)
 AJ3876'SOUTHEAST OF THE Y
 AJ3876'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON AN 8.0 FT (2.4
 AJ3876'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3876'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3876'COVER STAMPED 4KI2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3876'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3876'STATION TIES -
 AJ3876'30 FT (9.1 M) SOUTHEAST OF A Y IN THE ROAD AT AN UNMARKED DIRT ROAD
 AJ3876'AND GAVIN WAY
 AJ3876'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3876'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3890 ***********************************************************************
 AJ3890  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3890  DESIGNATION -  4KJ2
 AJ3890  PID         -  AJ3890
 AJ3890  STATE/COUNTY-  AZ/MARICOPA
 AJ3890  USGS QUAD   -  VULTURE MINE (1990)
 AJ3890
 AJ3890                         *CURRENT SURVEY CONTROL
 AJ3890  ___________________________________________________________________
 AJ3890* NAD 83(2007)-  33 49 23.36130(N)    112 46 00.72955(W)     ADJUSTED  
 AJ3890* NAVD 88     -       611.49   (meters)    2006.2    (feet)  GPS OBS   
 AJ3890  ___________________________________________________________________
 AJ3890  EPOCH DATE  -        2007.00
 AJ3890  X           -  -2,052,820.172 (meters)                     COMP
 AJ3890  Y           -  -4,891,381.709 (meters)                     COMP
 AJ3890  Z           -   3,530,491.201 (meters)                     COMP
 AJ3890  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AJ3890  ELLIP HEIGHT-         581.497 (meters)          (02/10/07) ADJUSTED
 AJ3890  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AJ3890
 AJ3890  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3890  Type    PID    Designation                      North   East  Ellip
 AJ3890  -------------------------------------------------------------------
 AJ3890  NETWORK AJ3890 4KJ2                              0.73   0.63   1.06
 AJ3890  -------------------------------------------------------------------
 AJ3890
 AJ3890.The horizontal coordinates were established by GPS observations
 AJ3890.and adjusted by the National Geodetic Survey in February 2007.
 AJ3890
 AJ3890.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3890.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3890.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3890.The epoch date for horizontal control is a decimal equivalence
 AJ3890.of Year/Month/Day.
 AJ3890
 AJ3890.The orthometric height was determined by GPS observations and a
 AJ3890.high-resolution geoid model.
 AJ3890.The orthometric height was determined by GPS observations and a
 AJ3890.high-resolution geoid model using precise GPS observation and
 AJ3890.processing techniques.
 AJ3890
 AJ3890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3890
 AJ3890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3890
 AJ3890.The ellipsoidal height was determined by GPS observations
 AJ3890.and is referenced to NAD 83.
 AJ3890
 AJ3890.The geoid height was determined by GEOID03.
 AJ3890
 AJ3890;                    North         East     Units Scale Factor Converg.
 AJ3890;SPC AZ C     -   313,365.168   134,658.579   MT  0.99997633   -0 28 23.8
 AJ3890;SPC AZ C     - 1,028,100.94    441,793.24   iFT  0.99997633   -0 28 23.8
 AJ3890;UTM  12      - 3,743,951.782   336,486.164   MT  0.99992961   -0 59 01.4
 AJ3890
 AJ3890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3890!SPC AZ C     -   0.99990872  x   0.99997633  =   0.99988505
 AJ3890!UTM  12      -   0.99990872  x   0.99992961  =   0.99983834
 AJ3890
 AJ3890                          SUPERSEDED SURVEY CONTROL
 AJ3890
 AJ3890  NAD 83(1992)-  33 49 23.36060(N)    112 46 00.72916(W) AD(       ) B
 AJ3890  ELLIP H (04/12/01)  581.520  (m)                       GP(       ) 3 2
 AJ3890
 AJ3890.Superseded values are not recommended for survey control.
 AJ3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3890.See file dsdata.txt to determine how the superseded data were derived.
 AJ3890
 AJ3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3648643952(NAD 83)
 AJ3890_MARKER: I = METAL ROD
 AJ3890_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3890+WITH SETTING: INFORMATION.
 AJ3890_STAMPING: 4KJ2 1/00
 AJ3890_MARK LOGO: MCDOT 
 AJ3890_PROJECTION: FLUSH
 AJ3890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3890+STABILITY: POSITION/ELEVATION WELL
 AJ3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3890+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3890_ROD/PIPE-DEPTH:  2.4 meters
 AJ3890_SLEEVE-DEPTH  :  0.8 meters
 AJ3890
 AJ3890  HISTORY     - Date     Condition        Report By
 AJ3890  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3890
 AJ3890                          STATION DESCRIPTION
 AJ3890
 AJ3890'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3890'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHWEST OF THE
 AJ3890'TOWN OF WICKENBURG, TOWNSHIP 6 NORTH, RANGE 5 WEST, SECTION 14
 AJ3890'OWNERSHIP - BLM
 AJ3890'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND VULTURE MINE ROAD,
 AJ3890'DRIVE SOUTHERLY ON VULTURE MINE ROAD 12.4 MI (20.0 KM) TO A DIRT ROAD
 AJ3890'ON THE LEFT (EAST) BEING 0.6 MI (1.0 KM) SOUTH OF MILEPOST 25, THENCE
 AJ3890'TURN LEFT (EAST) AND DRIVE EASTERLY 0.2 MI (0.3 KM) TO A Y IN THE
 AJ3890'ROAD, THENCE STAY TO THE RIGHT AT THE Y AND CONTINUE DRIVING
 AJ3890'NORTHEASTERLY 0.6 MI (1.0 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY TO
 AJ3890'THE RIGHT AT THE Y AND CONTINUE DRIVING NORTHEASTERLY 0.3 MI (0.5 KM)
 AJ3890'TO ANOTHER Y IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y AND
 AJ3890'CONTINUE DRIVING NORTHEASTERLY 0.6 MI (1.0 KM) TO A FENCE ENCLOSED
 AJ3890'TANK ON THE LEFT, THENCE CONTINUE DRIVING NORTHEASTERLY 0.2 MI (0.3
 AJ3890'KM) TO THE CENTER OF A WASH, THENCE CROSS THE WASH AND CONTINUE
 AJ3890'DRIVING NORTHEASTERLY 0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE STAY
 AJ3890'TO THE RIGHT AT THE Y AND CONTINUE DRIVING NORTHEAST 0.2 MI (0.3 KM)
 AJ3890'TO A GATE IN A FENCE, THENCE DRIVE THROUGH THE GATE AND STAY TO THE
 AJ3890'LEFT OF A Y AND DRIVE 0.4 MI (0.6 KM) TO THE CENTER OF A WASH, THENCE
 AJ3890'CONTINUE DRIVING NORTHEASTERLY 0.3 MI (0.5 KM) TO A Y IN THE ROAD,
 AJ3890'THENCE STAY TO THE LEFT OF THE Y AND CONTINUE DRIVING NORTHEASTERLY
 AJ3890'0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT OF THE Y
 AJ3890'AND CONTINUE DRIVING 0.4 MI (0.6 KM) TO THE CENTER OF A WASH, THENCE
 AJ3890'CONTINUE DRIVING NORTHEAST 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT
 AJ3890'SIDE OF THE ROAD AT A BEND TO THE NORTH
 AJ3890'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3890'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3890'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3890'COVER STAMPED 4KJ2 1/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3890'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3890'STATION TIES -
 AJ3890'50 FT (15.2 M) WEST OF THE CENTERLINE OF A DIRT ROAD HEADED NORTH
 AJ3890'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3890'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3611 ***********************************************************************
 AJ3611  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3611  DESIGNATION -  4KK2
 AJ3611  PID         -  AJ3611
 AJ3611  STATE/COUNTY-  AZ/MARICOPA
 AJ3611  USGS QUAD   -  VULTURE MINE (1990)
 AJ3611
 AJ3611                         *CURRENT SURVEY CONTROL
 AJ3611  ___________________________________________________________________
 AJ3611* NAD 83(2007)-  33 48 40.25028(N)    112 49 26.33159(W)     ADJUSTED  
 AJ3611* NAVD 88     -       612.45   (meters)    2009.3    (feet)  GPS OBS   
 AJ3611  ___________________________________________________________________
 AJ3611  EPOCH DATE  -        2007.00
 AJ3611  X           -  -2,057,981.885 (meters)                     COMP
 AJ3611  Y           -  -4,890,015.166 (meters)                     COMP
 AJ3611  Z           -   3,529,388.029 (meters)                     COMP
 AJ3611  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AJ3611  ELLIP HEIGHT-         582.385 (meters)          (02/10/07) ADJUSTED
 AJ3611  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AJ3611
 AJ3611  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3611  Type    PID    Designation                      North   East  Ellip
 AJ3611  -------------------------------------------------------------------
 AJ3611  NETWORK AJ3611 4KK2                              0.78   0.67   1.10
 AJ3611  -------------------------------------------------------------------
 AJ3611
 AJ3611.The horizontal coordinates were established by GPS observations
 AJ3611.and adjusted by the National Geodetic Survey in February 2007.
 AJ3611
 AJ3611.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3611.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3611.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3611.The epoch date for horizontal control is a decimal equivalence
 AJ3611.of Year/Month/Day.
 AJ3611
 AJ3611.The orthometric height was determined by GPS observations and a
 AJ3611.high-resolution geoid model.
 AJ3611.The orthometric height was determined by GPS observations and a
 AJ3611.high-resolution geoid model using precise GPS observation and
 AJ3611.processing techniques.
 AJ3611
 AJ3611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3611
 AJ3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3611
 AJ3611.The ellipsoidal height was determined by GPS observations
 AJ3611.and is referenced to NAD 83.
 AJ3611
 AJ3611.The geoid height was determined by GEOID03.
 AJ3611
 AJ3611;                    North         East     Units Scale Factor Converg.
 AJ3611;SPC AZ C     -   312,082.088   129,360.004   MT  0.99998696   -0 30 17.7
 AJ3611;SPC AZ C     - 1,023,891.36    424,409.46   iFT  0.99998696   -0 30 17.7
 AJ3611;UTM  12      - 3,742,716.000   331,176.588   MT  0.99995137   -1 00 54.8
 AJ3611
 AJ3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3611!SPC AZ C     -   0.99990858  x   0.99998696  =   0.99989554
 AJ3611!UTM  12      -   0.99990858  x   0.99995137  =   0.99985996
 AJ3611
 AJ3611                          SUPERSEDED SURVEY CONTROL
 AJ3611
 AJ3611  NAD 83(1992)-  33 48 40.24955(N)    112 49 26.33120(W) AD(       ) B
 AJ3611  ELLIP H (04/12/01)  582.409  (m)                       GP(       ) 3 2
 AJ3611
 AJ3611.Superseded values are not recommended for survey control.
 AJ3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3611.See file dsdata.txt to determine how the superseded data were derived.
 AJ3611
 AJ3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3117742716(NAD 83)
 AJ3611_MARKER: I = METAL ROD
 AJ3611_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3611_STAMPING: 4KK2 1999
 AJ3611_MARK LOGO: MCDOT 
 AJ3611_PROJECTION: FLUSH
 AJ3611_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3611+STABILITY: POSITION/ELEVATION WELL
 AJ3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3611+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2007
 AJ3611_ROD/PIPE-DEPTH:  8.5 meters
 AJ3611_SLEEVE-DEPTH  :  0.8 meters
 AJ3611
 AJ3611  HISTORY     - Date     Condition        Report By
 AJ3611  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3611  HISTORY     - 20070507 GOOD             MCDOT
 AJ3611
 AJ3611                          STATION DESCRIPTION
 AJ3611
 AJ3611'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3611'THE STATION IS LOCATED ABOUT 12.7 MI (20.4 KM) SOUTHWEST OF THE CITY
 AJ3611'OF WICKENBURG TOWNSHIP 05 NORTH, RANGE 05 WEST, SECTION 06
 AJ3611'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3611'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE WEST
 AJ3611'ON US 60 FOR 0.25 MI (0.40 KM) TO VULTURE MINE ROAD, THENCE TURN LEFT
 AJ3611'(SOUTHWEST) ON TO VULTURE MINE ROAD AND DRIVE 11.2 MI (18.0 KM) TO
 AJ3611'MILE POST 25, THENCE CONTINUE SOUTHWEST ON VULTURE MINE ROAD FOR 0.5
 AJ3611'MI (0.8 KM) TO A FORK IN ROAD, THENCE TURN LEFT (EAST) AT FORK DRIVE
 AJ3611'TO ANOTHER FORK IN DIRT ROAD, THENCE BEAR RIGHT AT THIS FORK AND DRIVE
 AJ3611'0.5 MI(0.8 KM) (FROM VULTURE MINE ROAD) TO A Y INTERSECTION IN DIRT
 AJ3611'ROAD WITCH BEARS A CATTLE GUARD AND FENCE, THENCE PARK VEHICLE ON EAST
 AJ3611'SIDE OF CATTLE GUARD AND WALK 25 FT (7.6 M) SOUTHEAST OF Y
 AJ3611'INTERSECTION AND TO THE STATION AS DESCRIBED
 AJ3611'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3611'COMPRESSED ON A 28 FOOT (8.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3611'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3611'WITH A COUNTY LOGO ACCESS COVER STAMPED 4KK2 1999, SURROUNDED WITH A
 AJ3611'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3611'MARKER
 AJ3611'STATION TIES - FURTHEST TO CLOSEST
 AJ3611'13.0 MI (20.9 KM) - SOUTH AND EAST OF US 60
 AJ3611'1.3 MI (2.1 KM) - SOUTHEAST OF VULTURE MINE ROAD
 AJ3611'25 FT (7.6 M) - SOUTHEAST OF Y IN DIRT ROAD
 AJ3611'2 FT (0.6 M) - NORTHEAST OF CARSONITE WITNESS POST
 AJ3611'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3611'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3611
 AJ3611                          STATION RECOVERY (2007)
 AJ3611
 AJ3611'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3611'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3612 ***********************************************************************
 AJ3612  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3612  DESIGNATION -  4KM3
 AJ3612  PID         -  AJ3612
 AJ3612  STATE/COUNTY-  AZ/MARICOPA
 AJ3612  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3612
 AJ3612                         *CURRENT SURVEY CONTROL
 AJ3612  ___________________________________________________________________
 AJ3612* NAD 83(2007)-  33 48 13.86057(N)    112 55 28.06521(W)     ADJUSTED  
 AJ3612* NAVD 88     -       629.87   (meters)    2066.5    (feet)  GPS OBS   
 AJ3612  ___________________________________________________________________
 AJ3612  EPOCH DATE  -        2007.00
 AJ3612  X           -  -2,066,736.348 (meters)                     COMP
 AJ3612  Y           -  -4,886,828.473 (meters)                     COMP
 AJ3612  Z           -   3,528,722.006 (meters)                     COMP
 AJ3612  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AJ3612  ELLIP HEIGHT-         599.718 (meters)          (02/10/07) ADJUSTED
 AJ3612  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AJ3612
 AJ3612  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3612  Type    PID    Designation                      North   East  Ellip
 AJ3612  -------------------------------------------------------------------
 AJ3612  NETWORK AJ3612 4KM3                              0.63   0.57   0.96
 AJ3612  -------------------------------------------------------------------
 AJ3612
 AJ3612.The horizontal coordinates were established by GPS observations
 AJ3612.and adjusted by the National Geodetic Survey in February 2007.
 AJ3612
 AJ3612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3612.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3612.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3612.The epoch date for horizontal control is a decimal equivalence
 AJ3612.of Year/Month/Day.
 AJ3612
 AJ3612.The orthometric height was determined by GPS observations and a
 AJ3612.high-resolution geoid model.
 AJ3612.The orthometric height was determined by GPS observations and a
 AJ3612.high-resolution geoid model using precise GPS observation and
 AJ3612.processing techniques.
 AJ3612
 AJ3612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3612
 AJ3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3612
 AJ3612.The ellipsoidal height was determined by GPS observations
 AJ3612.and is referenced to NAD 83.
 AJ3612
 AJ3612.The geoid height was determined by GEOID03.
 AJ3612
 AJ3612;                    North         East     Units Scale Factor Converg.
 AJ3612;SPC AZ C     -   311,355.557   120,049.020   MT  1.00000730   -0 33 38.6
 AJ3612;SPC AZ C     - 1,021,507.73    393,861.61   iFT  1.00000730   -0 33 38.6
 AJ3612;UTM  12      - 3,742,072.435   321,859.744   MT  0.99999122   -1 04 15.5
 AJ3612
 AJ3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3612!SPC AZ C     -   0.99990586  x   1.00000730  =   0.99991316
 AJ3612!UTM  12      -   0.99990586  x   0.99999122  =   0.99989708
 AJ3612
 AJ3612                          SUPERSEDED SURVEY CONTROL
 AJ3612
 AJ3612  NAD 83(1992)-  33 48 13.85981(N)    112 55 28.06486(W) AD(       ) B
 AJ3612  ELLIP H (04/12/01)  599.742  (m)                       GP(       ) 3 2
 AJ3612
 AJ3612.Superseded values are not recommended for survey control.
 AJ3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3612.See file dsdata.txt to determine how the superseded data were derived.
 AJ3612
 AJ3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2186042072(NAD 83)
 AJ3612_MARKER: I = METAL ROD
 AJ3612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3612+WITH SETTING: INFORMATION.
 AJ3612_STAMPING: 4KM3 1999
 AJ3612_MARK LOGO: MCDOT 
 AJ3612_PROJECTION: FLUSH
 AJ3612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3612+STABILITY: POSITION/ELEVATION WELL
 AJ3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3612+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3612_ROD/PIPE-DEPTH:  0.8 meters
 AJ3612_SLEEVE-DEPTH  :  0.8 meters
 AJ3612
 AJ3612  HISTORY     - Date     Condition        Report By
 AJ3612  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3612
 AJ3612                          STATION DESCRIPTION
 AJ3612
 AJ3612'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3612'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3612'PHOENIX, TOWNSHIP 05 NORTH, RANGE 06 WEST, SECTION 06
 AJ3612'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3612'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3612'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3612'WINTERSBURG ROAD (EXIT 98) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3612'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3612'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3612'(4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON TO 355TH AVENUE
 AJ3612'AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3612'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3612'HIGHWAY FOR 13.1 MI (21.1 KM) TO A 3 WAY INTERSECTION OF VULTURE MINE
 AJ3612'ROAD/AGUILA ROAD/WICKENBURG HIGHWAY, THENCE TURN RIGHT (NORTHEAST) ON
 AJ3612'TO VULTURE MINE ROAD AND DRIVE 2.2 MI (3.5 KM) TO MILE POST 19, THENCE
 AJ3612'CONTINUE NORTHEAST ON VULTURE MINE ROAD FOR 0.6 MI (1.0 KM) TO POWER
 AJ3612'LINE ROAD LOCATED ON THE WEST SIDE OF VULTURE MINE ROAD, THENCE TURN
 AJ3612'LEFT (NORTHWEST) ON TO POWER LINE ROAD AND DRIVE 1.85 MI (2.98 KM) TO
 AJ3612'A BARBED WIRE FENCE WITH GATE CROSSING POWER LINE ROAD, THENCE
 AJ3612'CONTINUE NORTHWEST THROUGH GATE FOR 0.5 MI (0.8 KM) TO A DIRT ROAD
 AJ3612'LOCATED ON THE WEST SIDE OF POWER LINE ROAD, THENCE CONTINUE NORTHWEST
 AJ3612'ON POWER LINE ROAD FOR 1.1 MI (1.8 KM) TO A DIRT ROAD ON THE WEST SIDE
 AJ3612'OF POWER LINE ROAD, THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND DRIVE
 AJ3612'1.8 MI (2.9 KM) TO A G.L.O.  BRASS CAP, THENCE CONTINUE STRAIGHT
 AJ3612'(WEST) ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO A DIRT ROAD ON THE SOUTH
 AJ3612'SIDE OF ROAD, THENCE CONTINUE STRAIGHT (WEST) ON DIRT ROAD FOR 0.4 MI
 AJ3612'(0.6 KM) , THENCE PARK VEHICLE AND WALK 15 FT (4.6 M) NORTH OF DIRT
 AJ3612'ROAD AND TO THE STATION AS DESCRIBED
 AJ3612'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3612'COMPRESSED ON A 2.5 FOOT (0.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3612'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3612'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KM3 1999, SURROUNDED
 AJ3612'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3612'CARSONITE MARKER
 AJ3612'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3612'4.1 MI (6.6 KM) - NORTH THEN WEST OF VULTURE MINE ROAD
 AJ3612'2.3 MI (3.7 KM) - WEST OF POWER LINE ROAD
 AJ3612'0.5 MI (0.8 KM) - WEST OF G.L.O.  BRASS CAP LOCATED ON NORTH SIDE OF
 AJ3612'DIRT ROAD
 AJ3612'68.5 FT (20.9 M) - SOUTHEASTERLY OF A TREE
 AJ3612'48 FT (14.6 M) - SOUTHWESTERLY OF A TREE
 AJ3612'15 FT (4.6 M) - NORTH OF CENTERLINE OF DIRT ROAD
 AJ3612'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3612'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3612'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3613 ***********************************************************************
 AJ3613  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3613  DESIGNATION -  4KO3
 AJ3613  PID         -  AJ3613
 AJ3613  STATE/COUNTY-  AZ/MARICOPA
 AJ3613  USGS QUAD   -  BLACK BUTTE (1990)
 AJ3613
 AJ3613                         *CURRENT SURVEY CONTROL
 AJ3613  ___________________________________________________________________
 AJ3613* NAD 83(2007)-  33 48 21.52499(N)    113 04 25.14958(W)     ADJUSTED  
 AJ3613* NAVD 88     -       681.07   (meters)    2234.5    (feet)  GPS OBS   
 AJ3613  ___________________________________________________________________
 AJ3613  EPOCH DATE  -        2007.00
 AJ3613  X           -  -2,079,419.088 (meters)                     COMP
 AJ3613  Y           -  -4,881,348.617 (meters)                     COMP
 AJ3613  Z           -   3,528,946.690 (meters)                     COMP
 AJ3613  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AJ3613  ELLIP HEIGHT-         650.837 (meters)          (02/10/07) ADJUSTED
 AJ3613  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 AJ3613
 AJ3613  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3613  Type    PID    Designation                      North   East  Ellip
 AJ3613  -------------------------------------------------------------------
 AJ3613  NETWORK AJ3613 4KO3                              0.57   0.51   0.88
 AJ3613  -------------------------------------------------------------------
 AJ3613
 AJ3613.The horizontal coordinates were established by GPS observations
 AJ3613.and adjusted by the National Geodetic Survey in February 2007.
 AJ3613
 AJ3613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3613.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3613.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3613.The epoch date for horizontal control is a decimal equivalence
 AJ3613.of Year/Month/Day.
 AJ3613
 AJ3613.The orthometric height was determined by GPS observations and a
 AJ3613.high-resolution geoid model.
 AJ3613.The orthometric height was determined by GPS observations and a
 AJ3613.high-resolution geoid model using precise GPS observation and
 AJ3613.processing techniques.
 AJ3613
 AJ3613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3613
 AJ3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3613
 AJ3613.The ellipsoidal height was determined by GPS observations
 AJ3613.and is referenced to NAD 83.
 AJ3613
 AJ3613.The geoid height was determined by GEOID03.
 AJ3613
 AJ3613;                    North         East     Units Scale Factor Converg.
 AJ3613;SPC AZ C     -   311,736.905   106,237.612   MT  1.00004142   -0 38 37.6
 AJ3613;SPC AZ C     - 1,022,758.87    348,548.60   iFT  1.00004142   -0 38 37.6
 AJ3613;UTM  12      - 3,742,576.768   308,052.302   MT  1.00005422   -1 09 14.7
 AJ3613
 AJ3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3613!SPC AZ C     -   0.99989784  x   1.00004142  =   0.99993925
 AJ3613!UTM  12      -   0.99989784  x   1.00005422  =   0.99995205
 AJ3613
 AJ3613                          SUPERSEDED SURVEY CONTROL
 AJ3613
 AJ3613  NAD 83(1992)-  33 48 21.52418(N)    113 04 25.14928(W) AD(       ) B
 AJ3613  ELLIP H (04/12/01)  650.860  (m)                       GP(       ) 3 2
 AJ3613
 AJ3613.Superseded values are not recommended for survey control.
 AJ3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3613.See file dsdata.txt to determine how the superseded data were derived.
 AJ3613
 AJ3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0805242577(NAD 83)
 AJ3613_MARKER: I = METAL ROD
 AJ3613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3613+WITH SETTING: INFORMATION.
 AJ3613_STAMPING: 4KO3 1999
 AJ3613_MARK LOGO: MCDOT 
 AJ3613_PROJECTION: FLUSH
 AJ3613_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3613+STABILITY: POSITION/ELEVATION WELL
 AJ3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3613+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2007
 AJ3613_ROD/PIPE-DEPTH:  2.6 meters
 AJ3613_SLEEVE-DEPTH  :  0.8 meters
 AJ3613
 AJ3613  HISTORY     - Date     Condition        Report By
 AJ3613  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3613  HISTORY     - 20070503 GOOD             MCDOT
 AJ3613
 AJ3613                          STATION DESCRIPTION
 AJ3613
 AJ3613'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3613'THE STATION IS LOCATED ABOUT 46.3 MI (74.5 KM) WEST OF THE CITY OF
 AJ3613'PHOENIX, TOWNSHIP 05 NORTH, RANGE 06 WEST, SECTION 06
 AJ3613'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3613'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3613'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 46.3 MI (74.5 KM) TO
 AJ3613'WINTERSBURG ROAD (EXIT 98) , THENCE TURN RIGHT (NORTH) ON TO
 AJ3613'WINTERSBURG ROAD AND DRIVE 1.1 MI (1.8 KM) TO INDIAN SCHOOL ROAD,
 AJ3613'THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD AND DRIVE 3.0 MI
 AJ3613'(4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON TO 355TH AVENUE
 AJ3613'AND DRIVE 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT 355TH AVENUE
 AJ3613'BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON WICKENBURG
 AJ3613'HIGHWAY FOR 13.1 MI (21.1 KM) TO AN INTERSECTION OF VULTURE MINE ROAD
 AJ3613'AND AGUILA ROAD, THENCE TURN CONTINUE STRAIGHT THROUGH INTERSECTION ON
 AJ3613'AGUILA ROAD FOR 0.1 MI (0.2 KM) TO THE END OF PAVEMENT, THENCE
 AJ3613'CONTINUE WEST ON AGUILA ROAD FOR 12.6 MI (20.3 KM) TO DIAMOND S RANCH
 AJ3613'ENTRANCE ON THE NORTH SIDE OF AGUILA ROAD, THENCE CONTINUE WEST ON
 AJ3613'AGUILA FOR 0.1 MI (0.16 KM) TO OVER HEAD POWER LINES, THENCE CONTINUE
 AJ3613'STRAIGHT (WEST) FOR 0.8 MI (1.3 KM) PASSING MILE POST 8 TO STATION ON
 AJ3613'THE RIGHT (NORTH) SIDE OF ROAD AS DESCRIBED MILE POST 08 ON THE SOUTH
 AJ3613'SIDE OF AGUILA ROAD, THENCE CONTINUE WEST FOR 0.1 MI (0.2 KM) AND TO
 AJ3613'THE STATION AS DESCRIBED
 AJ3613'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3613'COMPRESSED ON A 8.4 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3613'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3613'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KO3 1999, SURROUNDED
 AJ3613'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3613'CARSONITE MARKER
 AJ3613'STATION TIES - FURTHEST TIE TO CLOSEST
 AJ3613'13.9 MI (22.4 KM) - WEST OF WICKENBURG HIGHWAY
 AJ3613'1.2 MI (1.9 KM) - WEST OF ENTRANCE TO DIAMOND RANCH
 AJ3613'0.8 MI (1.3 KM) - WEST OF OVERHEAD POWER LINES CROSSING AGUILA ROAD
 AJ3613'(0.1 MI WEST OF DIAMOND RANCH ENTRANCE) 0.3 MI (0.5 KM) - WEST OF MILE
 AJ3613'POST 08
 AJ3613'30 FT (9.1 M) - NORTH OF AGUILA ROAD
 AJ3613'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3613'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3613'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3613
 AJ3613                          STATION RECOVERY (2007)
 AJ3613
 AJ3613'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3613'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3614 ***********************************************************************
 AJ3614  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3614  DESIGNATION -  4KQ3
 AJ3614  PID         -  AJ3614
 AJ3614  STATE/COUNTY-  AZ/MARICOPA
 AJ3614  USGS QUAD   -  TIGER WELL (1990)
 AJ3614
 AJ3614                         *CURRENT SURVEY CONTROL
 AJ3614  ___________________________________________________________________
 AJ3614* NAD 83(2007)-  33 49 18.89442(N)    113 08 17.13994(W)     ADJUSTED  
 AJ3614* NAVD 88     -       684.84   (meters)    2246.8    (feet)  GPS OBS   
 AJ3614  ___________________________________________________________________
 AJ3614  EPOCH DATE  -        2007.00
 AJ3614  X           -  -2,084,522.590 (meters)                     COMP
 AJ3614  Y           -  -4,878,105.014 (meters)                     COMP
 AJ3614  Z           -   3,530,417.550 (meters)                     COMP
 AJ3614  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ3614  ELLIP HEIGHT-         654.611 (meters)          (02/10/07) ADJUSTED
 AJ3614  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AJ3614
 AJ3614  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3614  Type    PID    Designation                      North   East  Ellip
 AJ3614  -------------------------------------------------------------------
 AJ3614  NETWORK AJ3614 4KQ3                              0.57   0.53   0.94
 AJ3614  -------------------------------------------------------------------
 AJ3614
 AJ3614.The horizontal coordinates were established by GPS observations
 AJ3614.and adjusted by the National Geodetic Survey in February 2007.
 AJ3614
 AJ3614.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3614.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3614.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3614.The epoch date for horizontal control is a decimal equivalence
 AJ3614.of Year/Month/Day.
 AJ3614
 AJ3614.The orthometric height was determined by GPS observations and a
 AJ3614.high-resolution geoid model.
 AJ3614.The orthometric height was determined by GPS observations and a
 AJ3614.high-resolution geoid model using precise GPS observation and
 AJ3614.processing techniques.
 AJ3614
 AJ3614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3614
 AJ3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3614
 AJ3614.The ellipsoidal height was determined by GPS observations
 AJ3614.and is referenced to NAD 83.
 AJ3614
 AJ3614.The geoid height was determined by GEOID03.
 AJ3614
 AJ3614;                    North         East     Units Scale Factor Converg.
 AJ3614;SPC AZ C     -   313,573.398   100,291.747   MT  1.00005755   -0 40 47.8
 AJ3614;SPC AZ C     - 1,028,784.11    329,041.16   iFT  1.00005755   -0 40 47.8
 AJ3614;UTM  12      - 3,744,466.193   302,122.922   MT  1.00008272   -1 11 25.7
 AJ3614
 AJ3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3614!SPC AZ C     -   0.99989725  x   1.00005755  =   0.99995479
 AJ3614!UTM  12      -   0.99989725  x   1.00008272  =   0.99997996
 AJ3614
 AJ3614                          SUPERSEDED SURVEY CONTROL
 AJ3614
 AJ3614  NAD 83(1992)-  33 49 18.89360(N)    113 08 17.13968(W) AD(       ) B
 AJ3614  ELLIP H (04/12/01)  654.633  (m)                       GP(       ) 3 2
 AJ3614
 AJ3614.Superseded values are not recommended for survey control.
 AJ3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3614.See file dsdata.txt to determine how the superseded data were derived.
 AJ3614
 AJ3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0212344466(NAD 83)
 AJ3614_MARKER: I = METAL ROD
 AJ3614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3614+WITH SETTING: INFORMATION.
 AJ3614_STAMPING: 4KQ3 1999
 AJ3614_MARK LOGO: MCDOT 
 AJ3614_PROJECTION: FLUSH
 AJ3614_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3614+STABILITY: POSITION/ELEVATION WELL
 AJ3614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3614+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3614_ROD/PIPE-DEPTH:  2.6 meters
 AJ3614_SLEEVE-DEPTH  :  0.8 meters
 AJ3614
 AJ3614  HISTORY     - Date     Condition        Report By
 AJ3614  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3614
 AJ3614                          STATION DESCRIPTION
 AJ3614
 AJ3614'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3614'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3614'PHOENIX, TOWNSHIP 06 NORTH, RANGE 08 WEST, SECTION 31
 AJ3614'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3614'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3614'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3614'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3614'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3614'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 21.4 MI (34.4 KM) TO
 AJ3614'AGUILA ROAD, THENCE TURN RIGHT (EAST) ON TO AGUILA ROAD AND DRIVE 1.7
 AJ3614'MI (2.7 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF AGUILA ROAD, THENCE
 AJ3614'TURN RIGHT (SOUTH) ON TO DIRT ROAD AND DRIVE 1.7 MI (2.7 KM) TO A FORK
 AJ3614'IN ROAD, THENCE VEER LEFT AT FORK AND CONTINUE SOUTH FOR 0.8 MI (1.3
 AJ3614'KM) AND TO THE STATION AS DESCRIBED
 AJ3614'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3614'COMPRESSED ON A 8.4 FOOT (2.4 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3614'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3614'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KQ3 1999, SURROUNDED
 AJ3614'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3614'CARSONITE MARKER
 AJ3614'STATION TIES - FURTHEST TO CLOSEST
 AJ3614'1.7 MI (2.7 KM) - EAST OF EAGLE EYE ROAD
 AJ3614'0.8 MI (1.3 KM) - SOUTH OF FORK IN ROAD
 AJ3614'54 FT (16.5 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3614'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3614'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3614'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3615 ***********************************************************************
 AJ3615  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3615  DESIGNATION -  4KS2
 AJ3615  PID         -  AJ3615
 AJ3615  STATE/COUNTY-  AZ/MARICOPA
 AJ3615  USGS QUAD   -  TIGER WELL (1990)
 AJ3615
 AJ3615                         *CURRENT SURVEY CONTROL
 AJ3615  ___________________________________________________________________
 AJ3615* NAD 83(2007)-  33 47 54.82333(N)    113 11 27.65035(W)     ADJUSTED  
 AJ3615* NAVD 88     -       655.35   (meters)    2150.1    (feet)  GPS OBS   
 AJ3615  ___________________________________________________________________
 AJ3615  EPOCH DATE  -        2007.00
 AJ3615  X           -  -2,089,585.216 (meters)                     COMP
 AJ3615  Y           -  -4,877,480.096 (meters)                     COMP
 AJ3615  Z           -   3,528,248.660 (meters)                     COMP
 AJ3615  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AJ3615  ELLIP HEIGHT-         625.080 (meters)          (02/10/07) ADJUSTED
 AJ3615  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AJ3615
 AJ3615  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3615  Type    PID    Designation                      North   East  Ellip
 AJ3615  -------------------------------------------------------------------
 AJ3615  NETWORK AJ3615 4KS2                              0.67   0.63   1.04
 AJ3615  -------------------------------------------------------------------
 AJ3615
 AJ3615.The horizontal coordinates were established by GPS observations
 AJ3615.and adjusted by the National Geodetic Survey in February 2007.
 AJ3615
 AJ3615.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3615.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3615.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3615.The epoch date for horizontal control is a decimal equivalence
 AJ3615.of Year/Month/Day.
 AJ3615
 AJ3615.The orthometric height was determined by GPS observations and a
 AJ3615.high-resolution geoid model.
 AJ3615.The orthometric height was determined by GPS observations and a
 AJ3615.high-resolution geoid model using precise GPS observation and
 AJ3615.processing techniques.
 AJ3615
 AJ3615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3615
 AJ3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3615
 AJ3615.The ellipsoidal height was determined by GPS observations
 AJ3615.and is referenced to NAD 83.
 AJ3615
 AJ3615.The geoid height was determined by GEOID03.
 AJ3615
 AJ3615;                    North         East     Units Scale Factor Converg.
 AJ3615;SPC AZ C     -   311,042.512    95,360.588   MT  1.00007160   -0 42 32.3
 AJ3615;SPC AZ C     - 1,020,480.68    312,862.82   iFT  1.00007160   -0 42 32.3
 AJ3615;UTM  12      - 3,741,979.259   297,169.262   MT  1.00010720   -1 13 09.2
 AJ3615
 AJ3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3615!SPC AZ C     -   0.99990188  x   1.00007160  =   0.99997347
 AJ3615!UTM  12      -   0.99990188  x   1.00010720  =   1.00000907
 AJ3615
 AJ3615                          SUPERSEDED SURVEY CONTROL
 AJ3615
 AJ3615  NAD 83(1992)-  33 47 54.82250(N)    113 11 27.65013(W) AD(       ) B
 AJ3615  ELLIP H (04/12/01)  625.103  (m)                       GP(       ) 3 2
 AJ3615
 AJ3615.Superseded values are not recommended for survey control.
 AJ3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3615.See file dsdata.txt to determine how the superseded data were derived.
 AJ3615
 AJ3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9716941979(NAD 83)
 AJ3615_MARKER: I = METAL ROD
 AJ3615_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3615_STAMPING: 4KS2 1999
 AJ3615_MARK LOGO: MCDOT 
 AJ3615_PROJECTION: FLUSH
 AJ3615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3615+STABILITY: POSITION/ELEVATION WELL
 AJ3615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3615+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3615_ROD/PIPE-DEPTH:  7.3 meters
 AJ3615_SLEEVE-DEPTH  :  0.8 meters
 AJ3615
 AJ3615  HISTORY     - Date     Condition        Report By
 AJ3615  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3615
 AJ3615                          STATION DESCRIPTION
 AJ3615
 AJ3615'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3615'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3615'PHOENIX, TOWNSHIP 05 NORTH, RANGE 09 WEST, SECTION 09
 AJ3615'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3615'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3615'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3615'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3615'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3615'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 16.1 MI (25.9 KM) TO
 AJ3615'A SMALL RISE ON THE WEST SIDE OF EAGLE EYE ROAD AND TO THE STATION AS
 AJ3615'DESCRIBED
 AJ3615'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3615'COMPRESSED ON A 24 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3615'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3615'WITH A COUNTY LOGO ACCESS COVER STAMPED 4KS2 1999, SURROUNDED WITH A
 AJ3615'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3615'MARKER
 AJ3615'STATION TIES - FURTHEST TO CLOSEST
 AJ3615'16.1 MI (25.9 KM) - NORTH OF SALOME HIGHWAY
 AJ3615'57 FT (17.4 M) - WEST OF SMALL RISE ON THE WEST SIDE OF EAGLE EYE ROAD
 AJ3615'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3615'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3615'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3616 ***********************************************************************
 AJ3616  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3616  DESIGNATION -  4KT3
 AJ3616  PID         -  AJ3616
 AJ3616  STATE/COUNTY-  AZ/MARICOPA
 AJ3616  USGS QUAD   -  HARQUAHALA MOUNTAIN (1990)
 AJ3616
 AJ3616                         *CURRENT SURVEY CONTROL
 AJ3616  ___________________________________________________________________
 AJ3616* NAD 83(2007)-  33 47 09.34151(N)    113 16 31.39674(W)     ADJUSTED  
 AJ3616* NAVD 88     -       740.23   (meters)    2428.6    (feet)  GPS OBS   
 AJ3616  ___________________________________________________________________
 AJ3616  EPOCH DATE  -        2007.00
 AJ3616  X           -  -2,097,101.431 (meters)                     COMP
 AJ3616  Y           -  -4,875,178.520 (meters)                     COMP
 AJ3616  Z           -   3,527,131.161 (meters)                     COMP
 AJ3616  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AJ3616  ELLIP HEIGHT-         709.965 (meters)          (02/10/07) ADJUSTED
 AJ3616  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AJ3616
 AJ3616  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3616  Type    PID    Designation                      North   East  Ellip
 AJ3616  -------------------------------------------------------------------
 AJ3616  NETWORK AJ3616 4KT3                              0.63   0.59   1.00
 AJ3616  -------------------------------------------------------------------
 AJ3616
 AJ3616.The horizontal coordinates were established by GPS observations
 AJ3616.and adjusted by the National Geodetic Survey in February 2007.
 AJ3616
 AJ3616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3616.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3616.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3616.The epoch date for horizontal control is a decimal equivalence
 AJ3616.of Year/Month/Day.
 AJ3616
 AJ3616.The orthometric height was determined by GPS observations and a
 AJ3616.high-resolution geoid model.
 AJ3616.The orthometric height was determined by GPS observations and a
 AJ3616.high-resolution geoid model using precise GPS observation and
 AJ3616.processing techniques.
 AJ3616
 AJ3616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3616
 AJ3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3616
 AJ3616.The ellipsoidal height was determined by GPS observations
 AJ3616.and is referenced to NAD 83.
 AJ3616
 AJ3616.The geoid height was determined by GEOID03.
 AJ3616
 AJ3616;                    North         East     Units Scale Factor Converg.
 AJ3616;SPC AZ C     -   309,741.059    87,528.865   MT  1.00009513   -0 45 20.4
 AJ3616;SPC AZ C     - 1,016,210.82    287,168.19   iFT  1.00009513   -0 45 20.4
 AJ3616;UTM  12      - 3,740,747.540   289,325.918   MT  1.00014718   -1 15 56.8
 AJ3616
 AJ3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3616!SPC AZ C     -   0.99988856  x   1.00009513  =   0.99998368
 AJ3616!UTM  12      -   0.99988856  x   1.00014718  =   1.00003572
 AJ3616
 AJ3616                          SUPERSEDED SURVEY CONTROL
 AJ3616
 AJ3616  NAD 83(1992)-  33 47 09.34063(N)    113 16 31.39654(W) AD(       ) B
 AJ3616  ELLIP H (04/12/01)  709.989  (m)                       GP(       ) 3 2
 AJ3616
 AJ3616.Superseded values are not recommended for survey control.
 AJ3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3616.See file dsdata.txt to determine how the superseded data were derived.
 AJ3616
 AJ3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8932640748(NAD 83)
 AJ3616_MARKER: I = METAL ROD
 AJ3616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3616+WITH SETTING: INFORMATION.
 AJ3616_STAMPING: 4KT3 1999
 AJ3616_MARK LOGO: MCDOT 
 AJ3616_PROJECTION: FLUSH
 AJ3616_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3616+STABILITY: POSITION/ELEVATION WELL
 AJ3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3616+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3616_ROD/PIPE-DEPTH:  0.8 meters
 AJ3616_SLEEVE-DEPTH  :  0.8 meters
 AJ3616
 AJ3616  HISTORY     - Date     Condition        Report By
 AJ3616  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3616
 AJ3616                          STATION DESCRIPTION
 AJ3616
 AJ3616'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3616'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3616'PHOENIX, TOWNSHIP 05 NORTH, RANGE 10 WEST, SECTION 11
 AJ3616'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3616'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3616'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3616'SALOME HIGHWAY (EXIT 81) ,THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3616'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3616'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 12.5 MI (20.1 KM) TO
 AJ3616'TIGER WASH, THENCE CONTINUE NORTH ON EAGLE EYE ROAD FOR 0.4 MI (0.6
 AJ3616'KM) TO A DIRT ROAD ON THE WEST SIDE OF EAGLE EYE ROAD, THENCE TURN
 AJ3616'LEFT (WEST) ON TO DIRT ROAD AND DRIVE 0.15 MI (0.24 KM) TO A FORK IN
 AJ3616'THE ROAD (PAST A CATTLE PEN), THENCE VEER LEFT AT THE FORK AND DRIVE
 AJ3616'NORTHWESTERLY FOR 0.75 MI (1.20 KM) TO A ANOTHER FORK IN THE ROAD,
 AJ3616'THEN VEER LEFT AT THE FORK AND CONTINUE WESTERLY FOR 0.5 MI TO YET
 AJ3616'ANOTHER FORK, THENCE VEER TO THE RIGHT THIS TIME AND CONTINUE WESTERLY
 AJ3616'FOR 0.80 MI (1.3 KM) TO A HARD TO CROSS WASH (STAY LEFT), THENCE
 AJ3616'CONTINUE THROUGH WASH AND DRIVE WESTERLY 0.4 MI TO A T INTERSECTION,
 AJ3616'THENCE TURN RIGHT (NORTH) AT THE T AND DRIVE NORTHERLY FOR 0.2 MI (0.3
 AJ3616'KM) TO A PRIVATE ROAD ON LEFT SIDE (DO NOT TAKE), THENCE CONTINUE PAST
 AJ3616'PRIVATE ROAD AND CONTINUE STRAIGHT IN A NORTHWESTERLY DIRECTION FOR
 AJ3616'0.9 MI )1.4 KM TO A ROAD ON THE RIGHT (EAST), THENCE TURN RIGHT
 AJ3616'(NORTHEAST) AND DRIVE FOR 0.1 MI TO THE STATION AS DESCRIBED
 AJ3616'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3616'COMPRESSED ON A 2.7 FOOT (0.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3616'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3616'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4KT3 1999, SURROUNDED
 AJ3616'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3616'CARSONITE MARKER
 AJ3616'STATION TIES - FURTHEST TO CLOSEST
 AJ3616'3.4 MI (5.5 KM) - WEST OF EAGLE EYE ROAD
 AJ3616'0.1 MI (0.2 KM) - NORTHEAST OF FORK IN ROAD (1.1 MI NORTH OF POINT B)
 AJ3616'ON TOP OF THE HILL
 AJ3616'3 FT (0.9 M) - SOUTHWEST OF CARSONITE WITNESS POST
 AJ3616'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3616'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3884 ***********************************************************************
 AJ3884  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3884  DESIGNATION -  4LB2
 AJ3884  PID         -  AJ3884
 AJ3884  STATE/COUNTY-  AZ/MARICOPA
 AJ3884  USGS QUAD   -  BALDY MTN (1981)
 AJ3884
 AJ3884                         *CURRENT SURVEY CONTROL
 AJ3884  ___________________________________________________________________
 AJ3884* NAD 83(2007)-  33 49 57.82785(N)    112 21 38.29584(W)     ADJUSTED  
 AJ3884* NAVD 88     -       565.49   (meters)    1855.3    (feet)  GPS OBS   
 AJ3884  ___________________________________________________________________
 AJ3884  EPOCH DATE  -        2007.00
 AJ3884  X           -  -2,017,849.285 (meters)                     COMP
 AJ3884  Y           -  -4,905,231.584 (meters)                     COMP
 AJ3884  Z           -   3,531,348.135 (meters)                     COMP
 AJ3884  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AJ3884  ELLIP HEIGHT-         536.022 (meters)          (02/10/07) ADJUSTED
 AJ3884  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AJ3884
 AJ3884  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3884  Type    PID    Designation                      North   East  Ellip
 AJ3884  -------------------------------------------------------------------
 AJ3884  NETWORK AJ3884 4LB2                              0.78   0.71   1.18
 AJ3884  -------------------------------------------------------------------
 AJ3884
 AJ3884.The horizontal coordinates were established by GPS observations
 AJ3884.and adjusted by the National Geodetic Survey in February 2007.
 AJ3884
 AJ3884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3884.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3884.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3884.The epoch date for horizontal control is a decimal equivalence
 AJ3884.of Year/Month/Day.
 AJ3884
 AJ3884.The orthometric height was determined by GPS observations and a
 AJ3884.high-resolution geoid model.
 AJ3884.The orthometric height was determined by GPS observations and a
 AJ3884.high-resolution geoid model using precise GPS observation and
 AJ3884.processing techniques.
 AJ3884
 AJ3884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3884
 AJ3884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3884
 AJ3884.The ellipsoidal height was determined by GPS observations
 AJ3884.and is referenced to NAD 83.
 AJ3884
 AJ3884.The geoid height was determined by GEOID03.
 AJ3884
 AJ3884;                    North         East     Units Scale Factor Converg.
 AJ3884;SPC AZ C     -   314,190.609   172,267.560   MT  0.99992081   -0 14 49.9
 AJ3884;SPC AZ C     - 1,030,809.08    565,182.28   iFT  0.99992081   -0 14 49.9
 AJ3884;UTM  12      - 3,744,442.091   374,097.768   MT  0.99979541   -0 45 27.6
 AJ3884
 AJ3884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3884!SPC AZ C     -   0.99991586  x   0.99992081  =   0.99983668
 AJ3884!UTM  12      -   0.99991586  x   0.99979541  =   0.99971129
 AJ3884
 AJ3884                          SUPERSEDED SURVEY CONTROL
 AJ3884
 AJ3884  NAD 83(1992)-  33 49 57.82721(N)    112 21 38.29527(W) AD(       ) B
 AJ3884  ELLIP H (04/12/01)  536.051  (m)                       GP(       ) 3 2
 AJ3884
 AJ3884.Superseded values are not recommended for survey control.
 AJ3884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3884.See file dsdata.txt to determine how the superseded data were derived.
 AJ3884
 AJ3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7409844442(NAD 83)
 AJ3884_MARKER: I = METAL ROD
 AJ3884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3884_STAMPING: 4LB2 11/99
 AJ3884_MARK LOGO: MCDOT 
 AJ3884_PROJECTION: FLUSH
 AJ3884_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3884+STABILITY: POSITION/ELEVATION WELL
 AJ3884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3884+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 AJ3884_ROD/PIPE-DEPTH:  5.5 meters
 AJ3884_SLEEVE-DEPTH  :  0.8 meters
 AJ3884
 AJ3884  HISTORY     - Date     Condition        Report By
 AJ3884  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3884  HISTORY     - 20031221 POOR             USPSQD
 AJ3884  HISTORY     - 20071005 GOOD             GEOCAC
 AJ3884
 AJ3884                          STATION DESCRIPTION
 AJ3884
 AJ3884'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3884'THE STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) SOUTHWEST OF THE TOWN
 AJ3884'OF NEW RIVER, TOWNSHIP 6 NORTH, RANGE 1 WEST, SECTION 28
 AJ3884'OWNERSHIP - AZ DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 AJ3884'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3884'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 14.0 MI (22.5
 AJ3884'KM) TO THE MONUMENT ON THE RIGHT (NORTH) 5 FT (1.5 M) SOUTH OF A
 AJ3884'BARBED WIRE RIGHT OF WAY FENCE
 AJ3884'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 18.0 FOOT
 AJ3884'(5.5 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3884'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3884'ACCESS COVER STAMPED 4LB2 11/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3884'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3884'STATION TIES -
 AJ3884'5.0 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3884'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3884'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3884
 AJ3884                          STATION RECOVERY (2003)
 AJ3884
 AJ3884'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 AJ3884'RECOVERED AS DESCRIBED. ACCESS COVER HAS BROKEN HINGE COVER.
 AJ3884
 AJ3884                          STATION RECOVERY (2007)
 AJ3884
 AJ3884'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AJ3884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3885 ***********************************************************************
 AJ3885  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3885  DESIGNATION -  4LD2
 AJ3885  PID         -  AJ3885
 AJ3885  STATE/COUNTY-  AZ/MARICOPA
 AJ3885  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 AJ3885
 AJ3885                         *CURRENT SURVEY CONTROL
 AJ3885  ___________________________________________________________________
 AJ3885* NAD 83(2007)-  33 50 15.91374(N)    112 27 03.26979(W)     ADJUSTED  
 AJ3885* NAVD 88     -       609.19   (meters)    1998.7    (feet)  GPS OBS   
 AJ3885  ___________________________________________________________________
 AJ3885  EPOCH DATE  -        2007.00
 AJ3885  X           -  -2,025,470.396 (meters)                     COMP
 AJ3885  Y           -  -4,901,793.045 (meters)                     COMP
 AJ3885  Z           -   3,531,835.337 (meters)                     COMP
 AJ3885  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AJ3885  ELLIP HEIGHT-         579.649 (meters)          (02/10/07) ADJUSTED
 AJ3885  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3885
 AJ3885  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3885  Type    PID    Designation                      North   East  Ellip
 AJ3885  -------------------------------------------------------------------
 AJ3885  NETWORK AJ3885 4LD2                              0.63   0.55   0.94
 AJ3885  -------------------------------------------------------------------
 AJ3885
 AJ3885.The horizontal coordinates were established by GPS observations
 AJ3885.and adjusted by the National Geodetic Survey in February 2007.
 AJ3885
 AJ3885.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3885.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3885.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3885.The epoch date for horizontal control is a decimal equivalence
 AJ3885.of Year/Month/Day.
 AJ3885
 AJ3885.The orthometric height was determined by GPS observations and a
 AJ3885.high-resolution geoid model.
 AJ3885.The orthometric height was determined by GPS observations and a
 AJ3885.high-resolution geoid model using precise GPS observation and
 AJ3885.processing techniques.
 AJ3885
 AJ3885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3885
 AJ3885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3885
 AJ3885.The ellipsoidal height was determined by GPS observations
 AJ3885.and is referenced to NAD 83.
 AJ3885
 AJ3885.The geoid height was determined by GEOID03.
 AJ3885
 AJ3885;                    North         East     Units Scale Factor Converg.
 AJ3885;SPC AZ C     -   314,787.518   163,915.236   MT  0.99993013   -0 17 51.0
 AJ3885;SPC AZ C     - 1,032,767.45    537,779.65   iFT  0.99993013   -0 17 51.0
 AJ3885;UTM  12      - 3,745,113.317   365,752.068   MT  0.99982218   -0 48 29.0
 AJ3885
 AJ3885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3885!SPC AZ C     -   0.99990901  x   0.99993013  =   0.99983915
 AJ3885!UTM  12      -   0.99990901  x   0.99982218  =   0.99973121
 AJ3885
 AJ3885                          SUPERSEDED SURVEY CONTROL
 AJ3885
 AJ3885  NAD 83(1992)-  33 50 15.91309(N)    112 27 03.26928(W) AD(       ) B
 AJ3885  ELLIP H (04/12/01)  579.666  (m)                       GP(       ) 3 2
 AJ3885
 AJ3885.Superseded values are not recommended for survey control.
 AJ3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3885.See file dsdata.txt to determine how the superseded data were derived.
 AJ3885
 AJ3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6575245113(NAD 83)
 AJ3885_MARKER: I = METAL ROD
 AJ3885_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3885+WITH SETTING: INFORMATION.
 AJ3885_STAMPING: 4LD2 12/99
 AJ3885_MARK LOGO: MCDOT 
 AJ3885_PROJECTION: FLUSH
 AJ3885_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3885+STABILITY: POSITION/ELEVATION WELL
 AJ3885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3885+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2009
 AJ3885_ROD/PIPE-DEPTH:  2.4 meters
 AJ3885_SLEEVE-DEPTH  :  0.8 meters
 AJ3885
 AJ3885  HISTORY     - Date     Condition        Report By
 AJ3885  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3885  HISTORY     - 20071005 GOOD             GEOCAC
 AJ3885  HISTORY     - 20090223 GOOD             SURPGS
 AJ3885
 AJ3885                          STATION DESCRIPTION
 AJ3885
 AJ3885'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3885'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) SOUTHWEST OF THE TOWN
 AJ3885'OF NEW RIVER, TOWNSHIP 6 NORTH, RANGE 2 WEST, SECTION 21
 AJ3885'OWNERSHIP - BLM
 AJ3885'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3885'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 19.1 MI (30.7
 AJ3885'KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT, THENCE TURN RIGHT
 AJ3885'(NORTHERLY) ONTO THE DIRT ROAD AND DRIVE 0.4 MI (0.6 KM) TO THE
 AJ3885'STATION 100 FT (30.5 M) RIGHT (EAST) OF THE CENTERLINE OF THE ROAD
 AJ3885'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3885'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3885'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3885'COVER STAMPED 4LD2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3885'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3885'STATION TIES -
 AJ3885'100.0 FT (30.5 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3885'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3885'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3885
 AJ3885                          STATION RECOVERY (2007)
 AJ3885
 AJ3885'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AJ3885'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3885'THE DESCRIPTION   THE UNMARKED DIRT ROAD HAS A SIGN INDICATING IT IS
 AJ3885'THE ENTRANCE TO KILAUEA CRUSHERS INC., AND THE LOGO COVER IS MISSING.
 AJ3885
 AJ3885                          STATION RECOVERY (2009)
 AJ3885
 AJ3885'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (MK)
 AJ3885'UPDATE DESCRIPTION-  MUST DRIVE FURTHER WESTERLY ON CAREFREE HWY. TO
 AJ3885'NEW KILAUEA CRUSHERS INC. ENTRANCE.  IT IS 1 MI WEST OF OLD ENTRANCE.
 AJ3885'TURN RIGHT ON TO DIRT ROAD, PROCEED THROUGH GATE AND TRAVEL 2 MI TO
 AJ3885'ANOTHER DIRT ROAD BEARING SOUTHEAST.  FOLLOW THIS FOR 2 MI, STATION
 AJ3885'WILL BE 100 FT EAST OF CENTERLINE OF THIS ROAD.  IT IS THE SAME ROAD
 AJ3885'USED TO APPROACH FROM THE SOUTHERLY DIRECTION IN PRIOR DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3886 ***********************************************************************
 AJ3886  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3886  DESIGNATION -  4LE2
 AJ3886  PID         -  AJ3886
 AJ3886  STATE/COUNTY-  AZ/MARICOPA
 AJ3886  USGS QUAD   -  WITTMANN (1981)
 AJ3886
 AJ3886                         *CURRENT SURVEY CONTROL
 AJ3886  ___________________________________________________________________
 AJ3886* NAD 83(2007)-  33 50 52.70486(N)    112 30 30.62056(W)     ADJUSTED  
 AJ3886* NAVD 88     -       615.77   (meters)    2020.2    (feet)  GPS OBS   
 AJ3886  ___________________________________________________________________
 AJ3886  EPOCH DATE  -        2007.00
 AJ3886  X           -  -2,030,157.346 (meters)                     COMP
 AJ3886  Y           -  -4,899,176.170 (meters)                     COMP
 AJ3886  Z           -   3,532,780.562 (meters)                     COMP
 AJ3886  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AJ3886  ELLIP HEIGHT-         586.169 (meters)          (02/10/07) ADJUSTED
 AJ3886  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AJ3886
 AJ3886  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3886  Type    PID    Designation                      North   East  Ellip
 AJ3886  -------------------------------------------------------------------
 AJ3886  NETWORK AJ3886 4LE2                              0.65   0.59   1.10
 AJ3886  -------------------------------------------------------------------
 AJ3886
 AJ3886.The horizontal coordinates were established by GPS observations
 AJ3886.and adjusted by the National Geodetic Survey in February 2007.
 AJ3886
 AJ3886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3886.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3886.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3886.The epoch date for horizontal control is a decimal equivalence
 AJ3886.of Year/Month/Day.
 AJ3886
 AJ3886.The orthometric height was determined by GPS observations and a
 AJ3886.high-resolution geoid model.
 AJ3886.The orthometric height was determined by GPS observations and a
 AJ3886.high-resolution geoid model using precise GPS observation and
 AJ3886.processing techniques.
 AJ3886
 AJ3886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3886
 AJ3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3886
 AJ3886.The ellipsoidal height was determined by GPS observations
 AJ3886.and is referenced to NAD 83.
 AJ3886
 AJ3886.The geoid height was determined by GEOID03.
 AJ3886
 AJ3886;                    North         East     Units Scale Factor Converg.
 AJ3886;SPC AZ C     -   315,950.170   158,590.969   MT  0.99993697   -0 19 46.8
 AJ3886;SPC AZ C     - 1,036,581.92    520,311.58   iFT  0.99993697   -0 19 46.8
 AJ3886;UTM  12      - 3,746,323.249   360,438.919   MT  0.99984011   -0 50 25.3
 AJ3886
 AJ3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3886!SPC AZ C     -   0.99990799  x   0.99993697  =   0.99984496
 AJ3886!UTM  12      -   0.99990799  x   0.99984011  =   0.99974811
 AJ3886
 AJ3886                          SUPERSEDED SURVEY CONTROL
 AJ3886
 AJ3886  NAD 83(1992)-  33 50 52.70425(N)    112 30 30.62008(W) AD(       ) B
 AJ3886  ELLIP H (04/12/01)  586.184  (m)                       GP(       ) 3 2
 AJ3886
 AJ3886.Superseded values are not recommended for survey control.
 AJ3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3886.See file dsdata.txt to determine how the superseded data were derived.
 AJ3886
 AJ3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6043946323(NAD 83)
 AJ3886_MARKER: I = METAL ROD
 AJ3886_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3886+WITH SETTING: INFORMATION.
 AJ3886_STAMPING: 4LE2 1/00
 AJ3886_MARK LOGO: MCDOT 
 AJ3886_PROJECTION: FLUSH
 AJ3886_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3886+STABILITY: POSITION/ELEVATION WELL
 AJ3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3886+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2007
 AJ3886_ROD/PIPE-DEPTH:  2.4 meters
 AJ3886_SLEEVE-DEPTH  :  0.8 meters
 AJ3886
 AJ3886  HISTORY     - Date     Condition        Report By
 AJ3886  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3886  HISTORY     - 20070524 GOOD             MCDOT
 AJ3886
 AJ3886                          STATION DESCRIPTION
 AJ3886
 AJ3886'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3886'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF THE TOWN OF
 AJ3886'WITTMANN, TOWNSHIP 6 NORTH, RANGE 2 WEST, SECTION 18
 AJ3886'OWNERSHIP - PRIVATE
 AJ3886'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3886'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 23.5 MI (37.8
 AJ3886'KM) TO AN UNMARKED DIRT ROAD ON THE RIGHT BEING 0.6 MI (1.0 KM) WEST
 AJ3886'OF MILE POST 8, THENCE TURN RIGHT (NORTHERLY) ONTO THE DIRT ROAD AND
 AJ3886'DRIVE 0.2 MI (0.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT OF
 AJ3886'THE Y AND DRIVE 0.1 MI (0.2 KM) TO THE STATION 30 FT (9.1 M) RIGHT OF
 AJ3886'THE CENTERLINE OF THE ROAD
 AJ3886'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON AN 8.0 FOOT
 AJ3886'(2.4 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3886'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3886'ACCESS COVER STAMPED 4LE2 1/00, SURROUNDED WITH A CONCRETE COLLAR
 AJ3886'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3886'STATION TIES -
 AJ3886'30.0 FT (9.1 M) EAST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3886'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3886'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3886
 AJ3886                          STATION RECOVERY (2007)
 AJ3886
 AJ3886'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3887 ***********************************************************************
 AJ3887  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3887  DESIGNATION -  4LF2
 AJ3887  PID         -  AJ3887
 AJ3887  STATE/COUNTY-  AZ/MARICOPA
 AJ3887  USGS QUAD   -  WITTMANN (1981)
 AJ3887
 AJ3887                         *CURRENT SURVEY CONTROL
 AJ3887  ___________________________________________________________________
 AJ3887* NAD 83(2007)-  33 51 11.93161(N)    112 33 57.13780(W)     ADJUSTED  
 AJ3887* NAVD 88     -       630.56   (meters)    2068.8    (feet)  GPS OBS   
 AJ3887  ___________________________________________________________________
 AJ3887  EPOCH DATE  -        2007.00
 AJ3887  X           -  -2,034,939.551 (meters)                     COMP
 AJ3887  Y           -  -4,896,847.615 (meters)                     COMP
 AJ3887  Z           -   3,533,280.788 (meters)                     COMP
 AJ3887  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AJ3887  ELLIP HEIGHT-         600.890 (meters)          (02/10/07) ADJUSTED
 AJ3887  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AJ3887
 AJ3887  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3887  Type    PID    Designation                      North   East  Ellip
 AJ3887  -------------------------------------------------------------------
 AJ3887  NETWORK AJ3887 4LF2                              0.90   0.92   1.51
 AJ3887  -------------------------------------------------------------------
 AJ3887
 AJ3887.The horizontal coordinates were established by GPS observations
 AJ3887.and adjusted by the National Geodetic Survey in February 2007.
 AJ3887
 AJ3887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3887.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3887.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3887.The epoch date for horizontal control is a decimal equivalence
 AJ3887.of Year/Month/Day.
 AJ3887
 AJ3887.The orthometric height was determined by GPS observations and a
 AJ3887.high-resolution geoid model.
 AJ3887.The orthometric height was determined by GPS observations and a
 AJ3887.high-resolution geoid model using precise GPS observation and
 AJ3887.processing techniques.
 AJ3887
 AJ3887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3887
 AJ3887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3887
 AJ3887.The ellipsoidal height was determined by GPS observations
 AJ3887.and is referenced to NAD 83.
 AJ3887
 AJ3887.The geoid height was determined by GEOID03.
 AJ3887
 AJ3887;                    North         East     Units Scale Factor Converg.
 AJ3887;SPC AZ C     -   316,574.546   153,285.961   MT  0.99994447   -0 21 42.0
 AJ3887;SPC AZ C     - 1,038,630.40    502,906.70   iFT  0.99994447   -0 21 42.0
 AJ3887;UTM  12      - 3,746,994.828   355,140.171   MT  0.99985869   -0 52 20.8
 AJ3887
 AJ3887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3887!SPC AZ C     -   0.99990568  x   0.99994447  =   0.99985015
 AJ3887!UTM  12      -   0.99990568  x   0.99985869  =   0.99976438
 AJ3887
 AJ3887                          SUPERSEDED SURVEY CONTROL
 AJ3887
 AJ3887  NAD 83(1992)-  33 51 11.93095(N)    112 33 57.13733(W) AD(       ) B
 AJ3887  ELLIP H (04/12/01)  600.909  (m)                       GP(       ) 3 2
 AJ3887
 AJ3887.Superseded values are not recommended for survey control.
 AJ3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3887.See file dsdata.txt to determine how the superseded data were derived.
 AJ3887
 AJ3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5514046995(NAD 83)
 AJ3887_MARKER: I = METAL ROD
 AJ3887_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3887+WITH SETTING: INFORMATION.
 AJ3887_STAMPING: 4LF2 12/99
 AJ3887_MARK LOGO: MCDOT 
 AJ3887_PROJECTION: FLUSH
 AJ3887_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3887+STABILITY: POSITION/ELEVATION WELL
 AJ3887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3887+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 AJ3887_ROD/PIPE-DEPTH:  2.4 meters
 AJ3887_SLEEVE-DEPTH  :  0.8 meters
 AJ3887
 AJ3887  HISTORY     - Date     Condition        Report By
 AJ3887  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3887  HISTORY     - 20071005 GOOD             GEOCAC
 AJ3887
 AJ3887                          STATION DESCRIPTION
 AJ3887
 AJ3887'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3887'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHWEST OF THE TOWN OF
 AJ3887'WITTMANN, TOWNSHIP 6 NORTH, RANGE 3 WEST, SECTION 21
 AJ3887'OWNERSHIP - AZ DEPT.  OF TRANSPORTATION RIGHT OF WAY
 AJ3887'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3887'DRIVE EASTERLY ON STATE ROUTE 74 4.0 MI (6.4 KM) TO MILE POST 4,
 AJ3887'THENCE CONTINUE EASTERLY ON STATE ROUTE 74 500 FT (152.4 M) TO THE
 AJ3887'STATION 100 FT (30.5 M) RIGHT (SOUTH) OF THE CENTERLINE OF STATE ROUTE
 AJ3887'74
 AJ3887'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3887'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3887'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3887'COVER STAMPED 4LF2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3887'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3887'STATION TIES -
 AJ3887'100 FT (30.5 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 74
 AJ3887'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3887'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3887
 AJ3887                          STATION RECOVERY (2007)
 AJ3887
 AJ3887'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AJ3887'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AJ3887'THE DESCRIPTION   THE MARK IS 1.5 FEET NORTH OF A WHITE CARSONITE
 AJ3887'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3888 ***********************************************************************
 AJ3888  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3888  DESIGNATION -  4LH2
 AJ3888  PID         -  AJ3888
 AJ3888  STATE/COUNTY-  AZ/MARICOPA
 AJ3888  USGS QUAD   -  WICKENBURG SW (1965)
 AJ3888
 AJ3888                         *CURRENT SURVEY CONTROL
 AJ3888  ___________________________________________________________________
 AJ3888* NAD 83(2007)-  33 51 56.29378(N)    112 37 55.13396(W)     ADJUSTED  
 AJ3888* NAVD 88     -       603.15   (meters)    1978.8    (feet)  GPS OBS   
 AJ3888  ___________________________________________________________________
 AJ3888  EPOCH DATE  -        2007.00
 AJ3888  X           -  -2,040,286.500 (meters)                     COMP
 AJ3888  Y           -  -4,893,772.325 (meters)                     COMP
 AJ3888  Z           -   3,534,400.615 (meters)                     COMP
 AJ3888  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 AJ3888  ELLIP HEIGHT-         573.401 (meters)          (02/10/07) ADJUSTED
 AJ3888  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 AJ3888
 AJ3888  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3888  Type    PID    Designation                      North   East  Ellip
 AJ3888  -------------------------------------------------------------------
 AJ3888  NETWORK AJ3888 4LH2                              0.96   0.84   1.31
 AJ3888  -------------------------------------------------------------------
 AJ3888
 AJ3888.The horizontal coordinates were established by GPS observations
 AJ3888.and adjusted by the National Geodetic Survey in February 2007.
 AJ3888
 AJ3888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3888.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3888.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3888.The epoch date for horizontal control is a decimal equivalence
 AJ3888.of Year/Month/Day.
 AJ3888
 AJ3888.The orthometric height was determined by GPS observations and a
 AJ3888.high-resolution geoid model.
 AJ3888.The orthometric height was determined by GPS observations and a
 AJ3888.high-resolution geoid model using precise GPS observation and
 AJ3888.processing techniques.
 AJ3888
 AJ3888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3888
 AJ3888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3888
 AJ3888.The ellipsoidal height was determined by GPS observations
 AJ3888.and is referenced to NAD 83.
 AJ3888
 AJ3888.The geoid height was determined by GEOID03.
 AJ3888
 AJ3888;                    North         East     Units Scale Factor Converg.
 AJ3888;SPC AZ C     -   317,981.879   147,177.873   MT  0.99995398   -0 23 55.0
 AJ3888;SPC AZ C     - 1,043,247.63    482,867.04   iFT  0.99995398   -0 23 55.0
 AJ3888;UTM  12      - 3,748,456.450   349,045.359   MT  0.99988092   -0 54 34.5
 AJ3888
 AJ3888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3888!SPC AZ C     -   0.99990999  x   0.99995398  =   0.99986398
 AJ3888!UTM  12      -   0.99990999  x   0.99988092  =   0.99979092
 AJ3888
 AJ3888                          SUPERSEDED SURVEY CONTROL
 AJ3888
 AJ3888  NAD 83(1992)-  33 51 56.29312(N)    112 37 55.13352(W) AD(       ) B
 AJ3888  ELLIP H (04/12/01)  573.421  (m)                       GP(       ) 3 2
 AJ3888
 AJ3888.Superseded values are not recommended for survey control.
 AJ3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3888.See file dsdata.txt to determine how the superseded data were derived.
 AJ3888
 AJ3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4904548456(NAD 83)
 AJ3888_MARKER: I = METAL ROD
 AJ3888_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3888+WITH SETTING: INFORMATION.
 AJ3888_STAMPING: 4LH2 12/99
 AJ3888_MARK LOGO: MCDOT 
 AJ3888_PROJECTION: FLUSH
 AJ3888_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3888+STABILITY: POSITION/ELEVATION WELL
 AJ3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3888+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 AJ3888_ROD/PIPE-DEPTH:  1.8 meters
 AJ3888_SLEEVE-DEPTH  :  0.8 meters
 AJ3888
 AJ3888  HISTORY     - Date     Condition        Report By
 AJ3888  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3888  HISTORY     - 20080427 GOOD             GEOCAC
 AJ3888
 AJ3888                          STATION DESCRIPTION
 AJ3888
 AJ3888'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3888'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF THE TOWN OF
 AJ3888'WICKENBURG, TOWNSHIP 6 NORTH, RANGE 4 WEST, SECTION 14
 AJ3888'OWNERSHIP - PRIVATE
 AJ3888'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3888'DRIVE NORTHEASTERLY ON STATE ROUTE 74 ABOUT 580 FT (176.8 M) AND GET
 AJ3888'OFF THE ROAD ON THE NORTH SIDE, THENCE DRIVE NORTHERLY ON THE UNMARKED
 AJ3888'DIRT ROAD UNDER THE POWER LINE ABOUT 200 FT (61.0 M) , THENCE PULL OFF
 AJ3888'TO THE RIGHT AND PARK, THE STATION WILL BE VISIBLE JUST TO THE NORTH,
 AJ3888'ABOUT 5 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3888'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6.0 FOOT (1.8
 AJ3888'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3888'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3888'COVER STAMPED 4LH2 12/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3888'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3888'STATION TIES -
 AJ3888'210 FT (64.0 M) NORTH OF THE CENTERLINE OF STATE ROUTE 74
 AJ3888'75 FT (22.9 M) EAST OF AN OVERHEAD POWER LINE
 AJ3888'5 FT (1.5 M) SOUTH OF A BARBED WIRE FENCE
 AJ3888'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3888'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3888
 AJ3888                          STATION RECOVERY (2008)
 AJ3888
 AJ3888'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AJ3888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3891 ***********************************************************************
 AJ3891  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3891  DESIGNATION -  4LJ2
 AJ3891  PID         -  AJ3891
 AJ3891  STATE/COUNTY-  AZ/MARICOPA
 AJ3891  USGS QUAD   -  VULTURE MINE (1990)
 AJ3891
 AJ3891                         *CURRENT SURVEY CONTROL
 AJ3891  ___________________________________________________________________
 AJ3891* NAD 83(2007)-  33 51 17.20315(N)    112 45 36.44408(W)     ADJUSTED  
 AJ3891* NAVD 88     -       667.17   (meters)    2188.9    (feet)  GPS OBS   
 AJ3891  ___________________________________________________________________
 AJ3891  EPOCH DATE  -        2007.00
 AJ3891  X           -  -2,051,506.452 (meters)                     COMP
 AJ3891  Y           -  -4,889,864.795 (meters)                     COMP
 AJ3891  Z           -   3,533,435.964 (meters)                     COMP
 AJ3891  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AJ3891  ELLIP HEIGHT-         637.290 (meters)          (02/10/07) ADJUSTED
 AJ3891  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AJ3891
 AJ3891  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3891  Type    PID    Designation                      North   East  Ellip
 AJ3891  -------------------------------------------------------------------
 AJ3891  NETWORK AJ3891 4LJ2                              0.76   0.67   1.16
 AJ3891  -------------------------------------------------------------------
 AJ3891
 AJ3891.The horizontal coordinates were established by GPS observations
 AJ3891.and adjusted by the National Geodetic Survey in February 2007.
 AJ3891
 AJ3891.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3891.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3891.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3891.The epoch date for horizontal control is a decimal equivalence
 AJ3891.of Year/Month/Day.
 AJ3891
 AJ3891.The orthometric height was determined by GPS observations and a
 AJ3891.high-resolution geoid model.
 AJ3891.The orthometric height was determined by GPS observations and a
 AJ3891.high-resolution geoid model using precise GPS observation and
 AJ3891.processing techniques.
 AJ3891
 AJ3891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3891
 AJ3891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3891
 AJ3891.The ellipsoidal height was determined by GPS observations
 AJ3891.and is referenced to NAD 83.
 AJ3891
 AJ3891.The geoid height was determined by GEOID03.
 AJ3891
 AJ3891;                    North         East     Units Scale Factor Converg.
 AJ3891;SPC AZ C     -   316,867.402   135,311.810   MT  0.99997507   -0 28 11.7
 AJ3891;SPC AZ C     - 1,039,591.21    443,936.38   iFT  0.99997507   -0 28 11.7
 AJ3891;UTM  12      - 3,747,447.889   337,170.549   MT  0.99992686   -0 58 50.7
 AJ3891
 AJ3891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3891!SPC AZ C     -   0.99989996  x   0.99997507  =   0.99987504
 AJ3891!UTM  12      -   0.99989996  x   0.99992686  =   0.99982683
 AJ3891
 AJ3891                          SUPERSEDED SURVEY CONTROL
 AJ3891
 AJ3891  NAD 83(1992)-  33 51 17.20247(N)    112 45 36.44370(W) AD(       ) B
 AJ3891  ELLIP H (04/12/01)  637.308  (m)                       GP(       ) 3 2
 AJ3891
 AJ3891.Superseded values are not recommended for survey control.
 AJ3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3891.See file dsdata.txt to determine how the superseded data were derived.
 AJ3891
 AJ3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3717147448(NAD 83)
 AJ3891_MARKER: I = METAL ROD
 AJ3891_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3891+WITH SETTING: INFORMATION.
 AJ3891_STAMPING: 4LJ2 1/00
 AJ3891_MARK LOGO: MCDOT 
 AJ3891_PROJECTION: FLUSH
 AJ3891_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3891+STABILITY: POSITION/ELEVATION WELL
 AJ3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3891+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3891_ROD/PIPE-DEPTH:  2.4 meters
 AJ3891_SLEEVE-DEPTH  :  0.8 meters
 AJ3891
 AJ3891  HISTORY     - Date     Condition        Report By
 AJ3891  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3891
 AJ3891                          STATION DESCRIPTION
 AJ3891
 AJ3891'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3891'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF THE
 AJ3891'TOWN OF WICKENBURG, TOWNSHIP 8 NORTH, RANGE 5 WEST, SECTION 14
 AJ3891'OWNERSHIP - BLM
 AJ3891'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND VULTURE MINE ROAD,
 AJ3891'DRIVE SOUTHERLY ON VULTURE MINE ROAD 3.6 MI (5.8 KM) TO AN UNMARKED
 AJ3891'DIRT ROAD ON THE LEFT (EAST) BEING 0.4 MI (0.6 KM) SOUTH OF MILEPOST
 AJ3891'33, THENCE TURN LEFT (EAST) ONTO THE DIRT ROAD AND DRIVE SOUTHEASTERLY
 AJ3891'1.2 MI (1.9 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y
 AJ3891'AND DRIVE 0.2 MI (0.3 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3891'SOUTHEASTERLY ON THE DIRT ROAD 2.3 MI (3.7 KM) TO A Y IN THE ROAD,
 AJ3891'THENCE STAY LEFT AT THE Y AND CONTINUE DRIVING SOUTHEASTERLY 1.7 MI
 AJ3891'(2.7 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y
 AJ3891'AND CONTINUE DRIVING SOUTHERLY 1.0 MI (1.6 KM) TO A CATTLE GUARD AND
 AJ3891'GATE IN A FENCE, THENCE DRIVE THROUGH THE GATE TO THE STATION 10 FT
 AJ3891'(3.0 M) WEST OF THE ROAD AND 10 FT (3.0 M) SOUTH OF THE FENCE
 AJ3891'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3891'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3891'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3891'COVER STAMPED 4LJ2 1/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3891'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3891'STATION TIES -
 AJ3891'10 FT (3.0 M) WEST OF THE DIRT ROAD
 AJ3891'10 FT (3.0 M) SOUTH OF A FENCE
 AJ3891'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3891'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3617 ***********************************************************************
 AJ3617  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3617  DESIGNATION -  4LL3
 AJ3617  PID         -  AJ3617
 AJ3617  STATE/COUNTY-  AZ/MARICOPA
 AJ3617  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3617
 AJ3617                         *CURRENT SURVEY CONTROL
 AJ3617  ___________________________________________________________________
 AJ3617* NAD 83(2007)-  33 51 31.64915(N)    112 53 16.45829(W)     ADJUSTED  
 AJ3617* NAVD 88     -       746.69   (meters)    2449.8    (feet)  GPS OBS   
 AJ3617  ___________________________________________________________________
 AJ3617  EPOCH DATE  -        2007.00
 AJ3617  X           -  -2,062,335.988 (meters)                     COMP
 AJ3617  Y           -  -4,885,109.669 (meters)                     COMP
 AJ3617  Z           -   3,533,849.900 (meters)                     COMP
 AJ3617  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ3617  ELLIP HEIGHT-         716.759 (meters)          (02/10/07) ADJUSTED
 AJ3617  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ3617
 AJ3617  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3617  Type    PID    Designation                      North   East  Ellip
 AJ3617  -------------------------------------------------------------------
 AJ3617  NETWORK AJ3617 4LL3                              0.65   0.57   0.98
 AJ3617  -------------------------------------------------------------------
 AJ3617
 AJ3617.The horizontal coordinates were established by GPS observations
 AJ3617.and adjusted by the National Geodetic Survey in February 2007.
 AJ3617
 AJ3617.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3617.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3617.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3617.The epoch date for horizontal control is a decimal equivalence
 AJ3617.of Year/Month/Day.
 AJ3617
 AJ3617.The orthometric height was determined by GPS observations and a
 AJ3617.high-resolution geoid model.
 AJ3617.The orthometric height was determined by GPS observations and a
 AJ3617.high-resolution geoid model using precise GPS observation and
 AJ3617.processing techniques.
 AJ3617
 AJ3617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3617
 AJ3617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3617
 AJ3617.The ellipsoidal height was determined by GPS observations
 AJ3617.and is referenced to NAD 83.
 AJ3617
 AJ3617.The geoid height was determined by GEOID03.
 AJ3617
 AJ3617;                    North         East     Units Scale Factor Converg.
 AJ3617;SPC AZ C     -   317,416.806   123,491.490   MT  0.99999953   -0 32 28.2
 AJ3617;SPC AZ C     - 1,041,393.72    405,155.81   iFT  0.99999953   -0 32 28.2
 AJ3617;UTM  12      - 3,748,102.647   325,356.022   MT  0.99997601   -1 03 07.6
 AJ3617
 AJ3617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3617!SPC AZ C     -   0.99988749  x   0.99999953  =   0.99988702
 AJ3617!UTM  12      -   0.99988749  x   0.99997601  =   0.99986350
 AJ3617
 AJ3617                          SUPERSEDED SURVEY CONTROL
 AJ3617
 AJ3617  NAD 83(1992)-  33 51 31.64842(N)    112 53 16.45793(W) AD(       ) B
 AJ3617  ELLIP H (04/12/01)  716.782  (m)                       GP(       ) 3 2
 AJ3617
 AJ3617.Superseded values are not recommended for survey control.
 AJ3617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3617.See file dsdata.txt to determine how the superseded data were derived.
 AJ3617
 AJ3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2535648103(NAD 83)
 AJ3617_MARKER: DD = SURVEY DISK
 AJ3617_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3617_STAMPING: 4LL3 1999
 AJ3617_MARK LOGO: MCDOT 
 AJ3617_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3617+STABILITY: POSITION/ELEVATION WELL
 AJ3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3617+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3617
 AJ3617  HISTORY     - Date     Condition        Report By
 AJ3617  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3617
 AJ3617                          STATION DESCRIPTION
 AJ3617
 AJ3617'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3617'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH THEN WEST THEN
 AJ3617'NORTHWEST OF THE CITY OF WICKENBURG TOWNSHIP 06 NORTH, RANGE 06 WEST,
 AJ3617'SECTION 16
 AJ3617'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3617'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE 0.25
 AJ3617'MI (0.40 KM) TO VULTURE MINE ROAD, THENCE TURN LEFT (SOUTHWEST) ON TO
 AJ3617'VULTURE MINE ROAD AND DRIVE TO MILE POST 20, THENCE CONTINUE SOUTHWEST
 AJ3617'FOR 0.6 MI (1.0 KM)ON VULTURE MINE ROAD TO FORK IN ROAD (FORK IS 0.4
 AJ3617'MI NORTHEAST OF MILE POST 21 ON VULTURE MINE ROAD),THENCE BEAR RIGHT
 AJ3617'(WEST) AT FORK AND DRIVE 40 FT (12.2 M) TO A GATE, THENCE PROCEED
 AJ3617'THROUGH GATE AND DRIVE 1.0 MI (1.6 KM) WEST TO ANOTHER GATE, THENCE
 AJ3617'PROCEED THROUGH GATE AND DRIVE SOUTHWESTERLY FOR 0.8 MI (1.3
 AJ3617'KM)(FOLLOWING ADJACENT TO A FENCE AND PASSING UNDER 2 POLE LINES) TO A
 AJ3617'FORK IN ROAD, THENCE BEAR RIGHT (NORTHERLY) AT FORK IN ROAD AND DRIVE
 AJ3617'4.4 MI(7.1 KM) TO ANOTHER FORK IN ROAD, THENCE BEAR RIGHT
 AJ3617'(NORTHEASTERLY) AT FORK AND DRIVE FOR 0.5 MI (0.8 KM) (PASSING UNDER
 AJ3617'TWO SETS OF POWER LINES) TO A FORK IN ROAD, THENCE BEAR LEFT
 AJ3617'(NORTHWEST) AT FORK AND DRIVE 1.35 MI, (2.17 KM) PARK VEHICLE AND WALK
 AJ3617'25 FT (7.6 M) NORTH AND TO THE STATION AS DESCRIBED
 AJ3617'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3617'COUNTY D.O.T.  BRASS DISK, STAMPED 4LL3 1999, SET IN BEDROCK, 1 FT
 AJ3617'(0.3 M) SOUTH OF WHITE CARSONITE MARKER
 AJ3617'STATION TIES - FURTHEST TO CLOSEST
 AJ3617'7.61 MI (12.25 KM) - NORTHWESTERLY OF VULTURE MINE ROAD
 AJ3617'1.85 MI (2.98 KM) - NORTHWESTERLY OF FIRST LINE OF POWER LINES
 AJ3617'25 FT (7.6 M) - NORTH OF CENTERLINE OF DIRT ROAD
 AJ3617'1 FT (0.3 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3617'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3617'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3618 ***********************************************************************
 AJ3618  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3618  DESIGNATION -  4LN3
 AJ3618  PID         -  AJ3618
 AJ3618  STATE/COUNTY-  AZ/MARICOPA
 AJ3618  USGS QUAD   -  WILDCAT WELL (1990)
 AJ3618
 AJ3618                         *CURRENT SURVEY CONTROL
 AJ3618  ___________________________________________________________________
 AJ3618* NAD 83(2007)-  33 51 15.40332(N)    112 59 50.22420(W)     ADJUSTED  
 AJ3618* NAVD 88     -       734.47   (meters)    2409.7    (feet)  GPS OBS   
 AJ3618  ___________________________________________________________________
 AJ3618  EPOCH DATE  -        2007.00
 AJ3618  X           -  -2,071,763.017 (meters)                     COMP
 AJ3618  Y           -  -4,881,411.025 (meters)                     COMP
 AJ3618  Z           -   3,533,427.319 (meters)                     COMP
 AJ3618  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AJ3618  ELLIP HEIGHT-         704.447 (meters)          (02/10/07) ADJUSTED
 AJ3618  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AJ3618
 AJ3618  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3618  Type    PID    Designation                      North   East  Ellip
 AJ3618  -------------------------------------------------------------------
 AJ3618  NETWORK AJ3618 4LN3                              0.61   0.55   0.92
 AJ3618  -------------------------------------------------------------------
 AJ3618
 AJ3618.The horizontal coordinates were established by GPS observations
 AJ3618.and adjusted by the National Geodetic Survey in February 2007.
 AJ3618
 AJ3618.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3618.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3618.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3618.The epoch date for horizontal control is a decimal equivalence
 AJ3618.of Year/Month/Day.
 AJ3618
 AJ3618.The orthometric height was determined by GPS observations and a
 AJ3618.high-resolution geoid model.
 AJ3618.The orthometric height was determined by GPS observations and a
 AJ3618.high-resolution geoid model using precise GPS observation and
 AJ3618.processing techniques.
 AJ3618
 AJ3618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3618
 AJ3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3618
 AJ3618.The ellipsoidal height was determined by GPS observations
 AJ3618.and is referenced to NAD 83.
 AJ3618
 AJ3618.The geoid height was determined by GEOID03.
 AJ3618
 AJ3618;                    North         East     Units Scale Factor Converg.
 AJ3618;SPC AZ C     -   317,017.253   113,364.937   MT  1.00002323   -0 36 07.4
 AJ3618;SPC AZ C     - 1,040,082.85    371,932.21   iFT  1.00002323   -0 36 07.4
 AJ3618;UTM  12      - 3,747,793.417   315,226.439   MT  1.00002090   -1 06 46.7
 AJ3618
 AJ3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3618!SPC AZ C     -   0.99988942  x   1.00002323  =   0.99991265
 AJ3618!UTM  12      -   0.99988942  x   1.00002090  =   0.99991032
 AJ3618
 AJ3618                          SUPERSEDED SURVEY CONTROL
 AJ3618
 AJ3618  NAD 83(1992)-  33 51 15.40257(N)    112 59 50.22390(W) AD(       ) B
 AJ3618  ELLIP H (04/12/01)  704.469  (m)                       GP(       ) 3 2
 AJ3618
 AJ3618.Superseded values are not recommended for survey control.
 AJ3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3618.See file dsdata.txt to determine how the superseded data were derived.
 AJ3618
 AJ3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1522647793(NAD 83)
 AJ3618_MARKER: DD = SURVEY DISK
 AJ3618_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3618_STAMPING: 4LN3 1999
 AJ3618_MARK LOGO: MCDOT 
 AJ3618_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3618+STABILITY: POSITION/ELEVATION WELL
 AJ3618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3618+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3618
 AJ3618  HISTORY     - Date     Condition        Report By
 AJ3618  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3618
 AJ3618                          STATION DESCRIPTION
 AJ3618
 AJ3618'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3618'THE STATION IS LOCATED ABOUT 74.5 MI (119.9 KM) NORTHWEST OF THE CITY
 AJ3618'OF PHOENIX TOWNSHIP 06 NORTH, RANGE 07 WEST, SECTION 21
 AJ3618'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3618'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3618'10, DRIVE WEST ON INTERSTATE 10 TO 339TH AVENUE (EXIT 103) , THENCE
 AJ3618'TURN RIGHT (NORTH) ON TO 339TH AVENUE AND DRIVE 1.1 MI (1.8 KM) TO
 AJ3618'INDIAN SCHOOL ROAD, THENCE TURN RIGHT (EAST) ON TO INDIAN SCHOOL ROAD
 AJ3618'AND DRIVE 3.0 MI (4.8 KM) TO 355TH AVENUE, THENCE TURN LEFT (NORTH) ON
 AJ3618'TO 355TH AVENUE FOR 3.5 MI (5.6 KM) TO MILE POST 10 (AT THIS POINT
 AJ3618'355TH AVENUE BECOMES WICKENBURG HIGHWAY) , THENCE CONTINUE NORTH ON
 AJ3618'WICKENBURG HIGHWAY FOR 13.2 MI (21.2 KM) TO A Y INTERSECTION OF
 AJ3618'WICKENBURG HIGHWAY/VULTURE MINE ROAD/AGUILA ROAD, THENCE BEAR RIGHT
 AJ3618'(NORTHEASTERLY) AT Y AND DRIVE 2.85 MI (4.59 KM) TO A FORK IN ROAD
 AJ3618'(JUST SOUTH OF OVERHEAD ELECTRIC TRANSMISSION LINES WITH TOWERS) ,
 AJ3618'THENCE TURN LEFT (NORTHWESTERLY) AT FORK (POWER LINE ACCESS ROAD) AND
 AJ3618'DRIVE 3.45 MI (5.55 KM) TO A 4 WAY INTERSECTION OF A DIRT ROAD (2.2
 AJ3618'MILES WEST LEADS TO STATION NUMBER 4KM3) , THENCE CONTINUE STRAIGHT
 AJ3618'(NORTHERLY) FOR 4.9 MI (7.9 KM) TO FORK IN ROAD JUST PAST A GATE,
 AJ3618'THENCE BEAR LEFT (WEST) AT FORK AND DRIVE 1.4 MI (2.3 KM) TO A FORK IN
 AJ3618'ROAD, THENCE BEAR LEFT (WEST) AT FORK AND CONTINUE FOR 0.1 MI (0.2 KM)
 AJ3618'TO A GATE, THENCE PROCEED THROUGH GATE AND CONTINUE SOUTHWESTERLY FOR
 AJ3618'0.5 MI (0.8 KM) TO A SMALL FORK IN THE ROAD, THENCE VEER RIGHT
 AJ3618'(WESTERLY) FOR 1.5MI (2.4 KM) TO A CORRAL AND WATER TANK ON SOUTH SIDE
 AJ3618'OF ROAD, THENCE CONTINUE WEST ON DIRT ROAD CROSSING A WASH 0.5 MI (0.8
 AJ3618'KM) WEST OF CORRAL AND CONTINUE THROUGH WASH FOR AN ADDITIONAL 1.9 MI
 AJ3618'(3.1 KM) TO A GATE IN ROAD, THENCE PROCEED WEST THROUGH GATE AND DRIVE
 AJ3618'0.1 MI (0.2 KM) TO A FORK IN ROAD, THENCE BEAR LEFT AT FORK AND
 AJ3618'CONTINUE WEST FOR 0.2 MI (0.3 KM) , PARK VEHICLE AND HIKE 500 FT
 AJ3618'(152.4 M) TO TOP OF HILL ON EAST SIDE OF DIRT ROAD AND TO THE STATION
 AJ3618'AS DESCRIBED
 AJ3618'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3618'COUNTY D.O.T.  BRASS DISK, STAMPED 4LN3 1999, SET IN BEDROCK, 1 FT
 AJ3618'(0.3 M) SOUTH OF WHITE CARSONITE MARKER
 AJ3618'STATION TIES - FURTHEST TO CLOSEST
 AJ3618'8.35 MI (13.44 KM) - NORTH OF VULTURE MINE ROAD
 AJ3618'6.2 MI (10.0 KM) - WEST OF POWER LINE ACCESS ROAD
 AJ3618'4.7 MI (7.6 KM) - WEST OF GATE LOCATED 0.3 MI (0.5 KM) EAST OF HILL
 AJ3618'WITH STATION
 AJ3618'2.7 MI (4.3 KM) - WEST OF CORRAL AND WATER TANK
 AJ3618'2.2 MI (3.5 KM) - WEST OF WASH
 AJ3618'500 FT (152.4 M) - EAST OF CENTERLINE OF DIRT ROAD ON TOP OF HILL
 AJ3618'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3618'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3618'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3619 ***********************************************************************
 AJ3619  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3619  DESIGNATION -  4LP2
 AJ3619  PID         -  AJ3619
 AJ3619  STATE/COUNTY-  AZ/MARICOPA
 AJ3619  USGS QUAD   -  BLACK BUTTE (1990)
 AJ3619
 AJ3619                         *CURRENT SURVEY CONTROL
 AJ3619  ___________________________________________________________________
 AJ3619* NAD 83(2007)-  33 51 18.86069(N)    113 06 24.68852(W)     ADJUSTED  
 AJ3619* NAVD 88     -       673.59   (meters)    2209.9    (feet)  GPS OBS   
 AJ3619  ___________________________________________________________________
 AJ3619  EPOCH DATE  -        2007.00
 AJ3619  X           -  -2,081,051.342 (meters)                     COMP
 AJ3619  Y           -  -4,877,338.839 (meters)                     COMP
 AJ3619  Z           -   3,533,481.806 (meters)                     COMP
 AJ3619  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ3619  ELLIP HEIGHT-         643.441 (meters)          (02/10/07) ADJUSTED
 AJ3619  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AJ3619
 AJ3619  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3619  Type    PID    Designation                      North   East  Ellip
 AJ3619  -------------------------------------------------------------------
 AJ3619  NETWORK AJ3619 4LP2                              0.57   0.51   0.92
 AJ3619  -------------------------------------------------------------------
 AJ3619
 AJ3619.The horizontal coordinates were established by GPS observations
 AJ3619.and adjusted by the National Geodetic Survey in February 2007.
 AJ3619
 AJ3619.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3619.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3619.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3619.The epoch date for horizontal control is a decimal equivalence
 AJ3619.of Year/Month/Day.
 AJ3619
 AJ3619.The orthometric height was determined by GPS observations and a
 AJ3619.high-resolution geoid model.
 AJ3619.The orthometric height was determined by GPS observations and a
 AJ3619.high-resolution geoid model using precise GPS observation and
 AJ3619.processing techniques.
 AJ3619
 AJ3619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3619
 AJ3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3619
 AJ3619.The ellipsoidal height was determined by GPS observations
 AJ3619.and is referenced to NAD 83.
 AJ3619
 AJ3619.The geoid height was determined by GEOID03.
 AJ3619
 AJ3619;                    North         East     Units Scale Factor Converg.
 AJ3619;SPC AZ C     -   317,235.731   103,226.252   MT  1.00004948   -0 39 47.2
 AJ3619;SPC AZ C     - 1,040,799.64    338,668.81   iFT  1.00004948   -0 39 47.2
 AJ3619;UTM  12      - 3,748,102.301   305,090.022   MT  1.00006835   -1 10 26.7
 AJ3619
 AJ3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3619!SPC AZ C     -   0.99989900  x   1.00004948  =   0.99994847
 AJ3619!UTM  12      -   0.99989900  x   1.00006835  =   0.99996734
 AJ3619
 AJ3619                          SUPERSEDED SURVEY CONTROL
 AJ3619
 AJ3619  NAD 83(1992)-  33 51 18.85991(N)    113 06 24.68824(W) AD(       ) B
 AJ3619  ELLIP H (04/12/01)  643.461  (m)                       GP(       ) 3 2
 AJ3619
 AJ3619.Superseded values are not recommended for survey control.
 AJ3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3619.See file dsdata.txt to determine how the superseded data were derived.
 AJ3619
 AJ3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0509048102(NAD 83)
 AJ3619_MARKER: I = METAL ROD
 AJ3619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3619_STAMPING: 4LP2 1999
 AJ3619_MARK LOGO: MCDOT 
 AJ3619_PROJECTION: FLUSH
 AJ3619_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3619+STABILITY: POSITION/ELEVATION WELL
 AJ3619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3619+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3619_ROD/PIPE-DEPTH: 11.4 meters
 AJ3619_SLEEVE-DEPTH  :  0.8 meters
 AJ3619
 AJ3619  HISTORY     - Date     Condition        Report By
 AJ3619  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3619
 AJ3619                          STATION DESCRIPTION
 AJ3619
 AJ3619'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3619'THE STATION IS LOCATED ABOUT 25.0 MI (40.2 KM) WEST OF THE CITY OF
 AJ3619'WICKENBURG TOWNSHIP 06 NORTH, RANGE 08 WEST, SECTION 16
 AJ3619'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3619'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE WEST
 AJ3619'ON US 60 FOR 25 MI (40.2 KM) TO EAGLE EYE ROAD, THENCE TURN LEFT
 AJ3619'(SOUTH) ON TO EAGLE EYE ROAD AND DRIVE 5.0 MI (8.0 KM) TO AGUILA ROAD
 AJ3619'(GRAVEL) , THENCE TURN LEFT (SOUTHEASTERLY) ON TO AGUILA ROAD AND
 AJ3619'DRIVE 4.0 MI (6.4 KM) TO MILE POST 4, THENCE CONTINUE SOUTHEASTERLY ON
 AJ3619'AGUILA ROAD FOR 0.3 MI (0.5 KM) TO A T INTERSECTION OF A DIRT ROAD,
 AJ3619'THENCE TURN LEFT (NORTHEAST) ON TO DIRT ROAD AND DRIVE 0.6 MI (1.0 KM)
 AJ3619'TO A BEND IN ROAD, THENCE BEAR LEFT (NORTHWESTERLY) AROUND BEND FOR
 AJ3619'0.1 MI (0.2 KM) THENCE DRIVE 0.3 MI (0.5 KM) TO AN UNLOCKED GATE,
 AJ3619'THENCE PROCEED THROUGH GATE TURNING RIGHT (NORTHEAST) AROUND BEND IN
 AJ3619'ROAD AND DRIVE 0.7 MI (1.1 KM) TO A CORRAL AND WATER TANK ON THE EAST
 AJ3619'SIDE OF ROAD, THENCE CONTINUE NORTHEAST ON DIRT ROAD FOR 0.2 MI (0.3
 AJ3619'KM) TO A BEND IN ROAD WITH A WATERING HOLE PROTECTED BY A FENCE ON THE
 AJ3619'RIGHT (SOUTH) SIDE OF ROAD , THENCE CONTINUE NORTH ON DIRT ROAD FOR
 AJ3619'0.5 MI (0.8 KM) AND TO THE STATION AS DESCRIBED
 AJ3619'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3619'COMPRESSED ON A 37.4 FOOT (11.28 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3619'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3619'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4LP2 1999, SURROUNDED
 AJ3619'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3619'CARSONITE MARKER
 AJ3619'STATION TIES - FURTHEST TO CLOSEST
 AJ3619'2.4 MI (3.9 KM) - NORTHEASTERLY OF AGUILA ROAD
 AJ3619'0.7 MI (1.1 KM) - NORTHEASTERLY OF CORRAL AND WATER TANK ON EAST SIDE
 AJ3619'OF ROAD
 AJ3619'0.5 MI (0.8 KM) - NORTH OF BARBED WIRE FENCE AND WATERING HOLE
 AJ3619'154 FT (46.9 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3619'92 FT (28.0 M) - NORTHEAST OF GLO BRASS CAP - LOCATED 96 FT (29.3 M)
 AJ3619'EAST OF CENTERLINE OF DIRT ROAD (SW CORNER SECTION 16, T6N R8W) 4 FT
 AJ3619'(1.2 M) - NORTHEAST OF CARSONITE WITNESS POST
 AJ3619'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3619'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3620 ***********************************************************************
 AJ3620  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3620  DESIGNATION -  4LR2
 AJ3620  PID         -  AJ3620
 AJ3620  STATE/COUNTY-  AZ/MARICOPA
 AJ3620  USGS QUAD   -  TIGER WELL (1990)
 AJ3620
 AJ3620                         *CURRENT SURVEY CONTROL
 AJ3620  ___________________________________________________________________
 AJ3620* NAD 83(2007)-  33 50 41.15330(N)    113 10 56.60623(W)     ADJUSTED  
 AJ3620* NAVD 88     -       704.37   (meters)    2310.9    (feet)  GPS OBS   
 AJ3620  ___________________________________________________________________
 AJ3620  EPOCH DATE  -        2007.00
 AJ3620  X           -  -2,087,744.137 (meters)                     COMP
 AJ3620  Y           -  -4,875,209.601 (meters)                     COMP
 AJ3620  Z           -   3,532,533.963 (meters)                     COMP
 AJ3620  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ3620  ELLIP HEIGHT-         674.198 (meters)          (02/10/07) ADJUSTED
 AJ3620  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3620
 AJ3620  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3620  Type    PID    Designation                      North   East  Ellip
 AJ3620  -------------------------------------------------------------------
 AJ3620  NETWORK AJ3620 4LR2                              0.57   0.53   0.94
 AJ3620  -------------------------------------------------------------------
 AJ3620
 AJ3620.The horizontal coordinates were established by GPS observations
 AJ3620.and adjusted by the National Geodetic Survey in February 2007.
 AJ3620
 AJ3620.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3620.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3620.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3620.The epoch date for horizontal control is a decimal equivalence
 AJ3620.of Year/Month/Day.
 AJ3620
 AJ3620.The orthometric height was determined by GPS observations and a
 AJ3620.high-resolution geoid model.
 AJ3620.The orthometric height was determined by GPS observations and a
 AJ3620.high-resolution geoid model using precise GPS observation and
 AJ3620.processing techniques.
 AJ3620
 AJ3620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3620
 AJ3620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3620
 AJ3620.The ellipsoidal height was determined by GPS observations
 AJ3620.and is referenced to NAD 83.
 AJ3620
 AJ3620.The geoid height was determined by GEOID03.
 AJ3620
 AJ3620;                    North         East     Units Scale Factor Converg.
 AJ3620;SPC AZ C     -   316,157.404    96,222.151   MT  1.00006910   -0 42 18.1
 AJ3620;SPC AZ C     - 1,037,261.82    315,689.47   iFT  1.00006910   -0 42 18.1
 AJ3620;UTM  12      - 3,747,086.447   298,076.401   MT  1.00010266   -1 12 57.2
 AJ3620
 AJ3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3620!SPC AZ C     -   0.99989417  x   1.00006910  =   0.99996326
 AJ3620!UTM  12      -   0.99989417  x   1.00010266  =   0.99999682
 AJ3620
 AJ3620                          SUPERSEDED SURVEY CONTROL
 AJ3620
 AJ3620  NAD 83(1992)-  33 50 41.15250(N)    113 10 56.60601(W) AD(       ) B
 AJ3620  ELLIP H (04/12/01)  674.219  (m)                       GP(       ) 3 2
 AJ3620
 AJ3620.Superseded values are not recommended for survey control.
 AJ3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3620.See file dsdata.txt to determine how the superseded data were derived.
 AJ3620
 AJ3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9807647086(NAD 83)
 AJ3620_MARKER: I = METAL ROD
 AJ3620_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3620+WITH SETTING: INFORMATION.
 AJ3620_STAMPING: 4LR2 1999
 AJ3620_MARK LOGO: MCDOT 
 AJ3620_PROJECTION: FLUSH
 AJ3620_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3620+STABILITY: POSITION/ELEVATION WELL
 AJ3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3620+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3620_ROD/PIPE-DEPTH:  1.4 meters
 AJ3620_SLEEVE-DEPTH  :  0.8 meters
 AJ3620
 AJ3620  HISTORY     - Date     Condition        Report By
 AJ3620  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3620
 AJ3620                          STATION DESCRIPTION
 AJ3620
 AJ3620'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3620'THE STATION IS LOCATED ABOUT 64.3 MI (103.5 KM) WEST OF THE CITY OF
 AJ3620'PHOENIX, TOWNSHIP 06 NORTH, RANGE 09 WEST, SECTION 22
 AJ3620'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3620'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AJ3620'10 (EXIT 143) , DRIVE WEST ON INTERSTATE 10 FOR 64.3 MI (103.5 KM) TO
 AJ3620'SALOME HIGHWAY (EXIT 81) , THENCE TURN RIGHT (NORTHWEST) ON TO SALOME
 AJ3620'HIGHWAY AND DRIVE 9.5 MI (15.3 KM) TO EAGLE EYE ROAD, THENCE TURN
 AJ3620'RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE FOR 19.5 MI (31.4 KM) TO
 AJ3620'MILE POST 20 AND TO THE STATION AS DESCRIBED
 AJ3620'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3620'COMPRESSED ON A 4.7 FOOT (1.5 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3620'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3620'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4LR2 1999, SURROUNDED
 AJ3620'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3620'CARSONITE MARKER
 AJ3620'STATION TIES - FURTHEST TO CLOSEST
 AJ3620'19.5 MI (31.4 KM) - NORTH OF SALOME HIGHWAY
 AJ3620'7.0 MI (11.3 KM) - SOUTHWEST OF US 60 AND EAGLE EYE ROAD INTERSECTION
 AJ3620'53 FT (16.2 M) - WEST OF EAGLE EYE ROAD
 AJ3620'31 FT (9.4 M) - NORTHWEST OF MILE POST 20 (LOCATED ON THE WEST SIDE OF
 AJ3620'EAGLE EYE ROAD)
 AJ3620'17 FT (5.2 M) - SOUTH OF CENTERLINE OF DIRT ROAD OFF EAGLE EYE ROAD
 AJ3620'3 FT (0.9 M) - WEST OF CARSONITE WITNESS POST
 AJ3620'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3620'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3621 ***********************************************************************
 AJ3621  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3621  DESIGNATION -  4LT2
 AJ3621  PID         -  AJ3621
 AJ3621  STATE/COUNTY-  AZ/MARICOPA
 AJ3621  USGS QUAD   -  GLADDEN (1989)
 AJ3621
 AJ3621                         *CURRENT SURVEY CONTROL
 AJ3621  ___________________________________________________________________
 AJ3621* NAD 83(2007)-  33 53 14.50041(N)    113 17 26.35459(W)     ADJUSTED  
 AJ3621* NAVD 88     -       691.96   (meters)    2270.2    (feet)  GPS OBS   
 AJ3621  ___________________________________________________________________
 AJ3621  EPOCH DATE  -        2007.00
 AJ3621  X           -  -2,095,907.155 (meters)                     COMP
 AJ3621  Y           -  -4,868,827.936 (meters)                     COMP
 AJ3621  Z           -   3,536,450.665 (meters)                     COMP
 AJ3621  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ3621  ELLIP HEIGHT-         661.804 (meters)          (02/10/07) ADJUSTED
 AJ3621  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AJ3621
 AJ3621  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3621  Type    PID    Designation                      North   East  Ellip
 AJ3621  -------------------------------------------------------------------
 AJ3621  NETWORK AJ3621 4LT2                              0.63   0.61   1.06
 AJ3621  -------------------------------------------------------------------
 AJ3621
 AJ3621.The horizontal coordinates were established by GPS observations
 AJ3621.and adjusted by the National Geodetic Survey in February 2007.
 AJ3621
 AJ3621.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3621.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3621.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3621.The epoch date for horizontal control is a decimal equivalence
 AJ3621.of Year/Month/Day.
 AJ3621
 AJ3621.The orthometric height was determined by GPS observations and a
 AJ3621.high-resolution geoid model.
 AJ3621.The orthometric height was determined by GPS observations and a
 AJ3621.high-resolution geoid model using precise GPS observation and
 AJ3621.processing techniques.
 AJ3621
 AJ3621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3621
 AJ3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3621
 AJ3621.The ellipsoidal height was determined by GPS observations
 AJ3621.and is referenced to NAD 83.
 AJ3621
 AJ3621.The geoid height was determined by GEOID03.
 AJ3621
 AJ3621;                    North         East     Units Scale Factor Converg.
 AJ3621;SPC AZ C     -   321,010.821    86,265.235   MT  1.00009907   -0 45 58.3
 AJ3621;SPC AZ C     - 1,053,185.11    283,022.42   iFT  1.00009907   -0 45 58.3
 AJ3621;UTM  12      - 3,752,028.718   288,162.746   MT  1.00015323   -1 16 39.6
 AJ3621
 AJ3621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3621!SPC AZ C     -   0.99989612  x   1.00009907  =   0.99999518
 AJ3621!UTM  12      -   0.99989612  x   1.00015323  =   1.00004933
 AJ3621
 AJ3621                          SUPERSEDED SURVEY CONTROL
 AJ3621
 AJ3621  NAD 83(1992)-  33 53 14.49961(N)    113 17 26.35442(W) AD(       ) B
 AJ3621  ELLIP H (04/12/01)  661.824  (m)                       GP(       ) 3 2
 AJ3621
 AJ3621.Superseded values are not recommended for survey control.
 AJ3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3621.See file dsdata.txt to determine how the superseded data were derived.
 AJ3621
 AJ3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8816352029(NAD 83)
 AJ3621_MARKER: I = METAL ROD
 AJ3621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3621+WITH SETTING: INFORMATION.
 AJ3621_STAMPING: 4LT2 1999
 AJ3621_MARK LOGO: MCDOT 
 AJ3621_PROJECTION: FLUSH
 AJ3621_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3621+STABILITY: POSITION/ELEVATION WELL
 AJ3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3621+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3621_ROD/PIPE-DEPTH:  2.3 meters
 AJ3621_SLEEVE-DEPTH  :  0.8 meters
 AJ3621
 AJ3621  HISTORY     - Date     Condition        Report By
 AJ3621  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3621
 AJ3621                          STATION DESCRIPTION
 AJ3621
 AJ3621'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3621'THE STATION IS LOCATED ABOUT 32.5 MI (52.3 KM) WEST OF THE CITY OF
 AJ3621'WICKENBURG TOWNSHIP 06 NORTH, RANGE 10 WEST, SECTION 03
 AJ3621'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3621'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE WEST
 AJ3621'ON US 60 FOR 32.5 MI (52.3 KM) TO MILE POST 76, THENCE CONTINUE WEST
 AJ3621'ON US 60 FOR 0.4 MI (0.6 KM) TO A DIRT ROAD (SAID ROAD IS 50 FT WEST
 AJ3621'OF BOX CULVERT AND 0.6 MI EAST OF MILE POST) ON THE SOUTH SIDE OF US
 AJ3621'60, THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE THROUGH AN
 AJ3621'UNLOCKED GATE IN RIGHT OF WAY FENCE, THENCE CONTINUE SOUTH ON DIRT
 AJ3621'ROAD TO A FORK IN ROAD, THENCE VEER LEFT (SOUTHEASTERLY) AT FORK AND
 AJ3621'DRIVE 0.9 MI (1.4 KM) TO ANOTHER FORK IN ROAD, THENCE VEER LEFT (EAST)
 AJ3621'AT THIS FORK, THENCE DRIVE EASTERLY FOR 0.4 MI (0.6 KM) (PAST DUSHEY
 AJ3621'TANK) TO A SMALL WASH, THENCE CONTINUE EASTERLY ON DIRT ROAD FOR 0.4
 AJ3621'MI (0.6 KM) TO THE STATION AS DESCRIBED
 AJ3621'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3621'COMPRESSED ON A 7.5 FOOT (2.25 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3621'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3621'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4LT2 1999, SURROUNDED
 AJ3621'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3621'CARSONITE MARKER
 AJ3621'STATION TIES - FURTHEST TO CLOSEST
 AJ3621'1.7 MI (2.7 KM) - EAST OF US 60
 AJ3621'0.8 MI (1.3 KM) - EAST OF DUSHEY TANK LOCATED IN THE Y OF THE FORK IN
 AJ3621'ROAD
 AJ3621'0.5 MI (0.8 KM) - NORTH OF HARQUAHALA MOUNTAINS
 AJ3621'0.4 MI (0.6 KM) - EAST OF WASH
 AJ3621'0.1 MI (0.2 KM) - WEST OF T INTERSECTION OF DIRT ROAD
 AJ3621'30 FT (9.1 M) - SOUTH OF CENTERLINE OF DIRT ROAD
 AJ3621'6 FT (1.8 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3621'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3621'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3622 ***********************************************************************
 AJ3622  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3622  DESIGNATION -  4LV3
 AJ3622  PID         -  AJ3622
 AJ3622  STATE/COUNTY-  AZ/MARICOPA
 AJ3622  USGS QUAD   -  SOCORRO PEAK (1989)
 AJ3622
 AJ3622                         *CURRENT SURVEY CONTROL
 AJ3622  ___________________________________________________________________
 AJ3622* NAD 83(2007)-  33 49 35.95622(N)    113 23 47.37341(W)     ADJUSTED  
 AJ3622* NAVD 88     -       756.67   (meters)    2482.5    (feet)  GPS OBS   
 AJ3622  ___________________________________________________________________
 AJ3622  EPOCH DATE  -        2007.00
 AJ3622  X           -  -2,106,408.543 (meters)                     COMP
 AJ3622  Y           -  -4,868,440.578 (meters)                     COMP
 AJ3622  Z           -   3,530,894.263 (meters)                     COMP
 AJ3622  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 AJ3622  ELLIP HEIGHT-         726.381 (meters)          (02/10/07) ADJUSTED
 AJ3622  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ3622
 AJ3622  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3622  Type    PID    Designation                      North   East  Ellip
 AJ3622  -------------------------------------------------------------------
 AJ3622  NETWORK AJ3622 4LV3                              0.57   0.53   1.22
 AJ3622  -------------------------------------------------------------------
 AJ3622
 AJ3622.The horizontal coordinates were established by GPS observations
 AJ3622.and adjusted by the National Geodetic Survey in February 2007.
 AJ3622
 AJ3622.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3622.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3622.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3622.The epoch date for horizontal control is a decimal equivalence
 AJ3622.of Year/Month/Day.
 AJ3622
 AJ3622.The orthometric height was determined by GPS observations and a
 AJ3622.high-resolution geoid model.
 AJ3622.The orthometric height was determined by GPS observations and a
 AJ3622.high-resolution geoid model using precise GPS observation and
 AJ3622.processing techniques.
 AJ3622
 AJ3622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3622
 AJ3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3622
 AJ3622.The ellipsoidal height was determined by GPS observations
 AJ3622.and is referenced to NAD 83.
 AJ3622
 AJ3622.The geoid height was determined by GEOID03.
 AJ3622
 AJ3622;                    North         East     Units Scale Factor Converg.
 AJ3622;SPC AZ C     -   314,413.040    76,377.381   MT  1.00013125   -0 49 26.1
 AJ3622;SPC AZ C     - 1,031,538.85    250,581.96   iFT  1.00013125   -0 49 26.1
 AJ3622;UTM  12      - 3,745,518.979   278,215.788   MT  1.00020642   -1 20 04.7
 AJ3622
 AJ3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3622!SPC AZ C     -   0.99988598  x   1.00013125  =   1.00001722
 AJ3622!UTM  12      -   0.99988598  x   1.00020642  =   1.00009238
 AJ3622
 AJ3622                          SUPERSEDED SURVEY CONTROL
 AJ3622
 AJ3622  NAD 83(1992)-  33 49 35.95531(N)    113 23 47.37326(W) AD(       ) B
 AJ3622  ELLIP H (04/12/01)  726.406  (m)                       GP(       ) 3 2
 AJ3622
 AJ3622.Superseded values are not recommended for survey control.
 AJ3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3622.See file dsdata.txt to determine how the superseded data were derived.
 AJ3622
 AJ3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7821645519(NAD 83)
 AJ3622_MARKER: DD = SURVEY DISK
 AJ3622_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3622_STAMPING: 4LV3 1999
 AJ3622_MARK LOGO: MCDOT 
 AJ3622_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3622+STABILITY: POSITION/ELEVATION WELL
 AJ3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3622+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3622
 AJ3622  HISTORY     - Date     Condition        Report By
 AJ3622  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3622
 AJ3622                          STATION DESCRIPTION
 AJ3622
 AJ3622'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3622'THE STATION IS LOCATED ABOUT 35.8 MI (57.6 KM) WEST OF THE WICKENBURG
 AJ3622'CITY LIMITS TOWNSHIP 06 NORTH, RANGE 11 WEST, SECTION 35
 AJ3622'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3622'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 (CITY OF
 AJ3622'WICKENBURG) , DRIVE WEST ON US 60 FOR 35.1 MI (56.5 KM) TO MILE POST
 AJ3622'70, THENCE CONTINUE WEST ON US 60 FOR 0.7 MI (1.1 KM) TO A DIRT ROAD
 AJ3622'ON THE SOUTH SIDE OF US 60, THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD
 AJ3622'CONTINUING THROUGH AN UNLOCKED GATE (JUST SOUTH OF GATE ARE CONCRETE
 AJ3622'RUINS ON WEST SIDE OF DIRT ROAD) AND DRIVE 0.4 MI (0.6 KM) TO A FORK
 AJ3622'IN THE ROAD, THENCE BEAR RIGHT AT FORK (SOUTHWESTERLY - ROAD TOO ROUGH
 AJ3622'ON LEFT FORK) AND DRIVE 1.4 MI (2.2 KM) TO REVERSE FORK OR Y IN THE
 AJ3622'ROAD, THENCE CONTINUE FORWARD IN A SOUTHERLY DIRECTION FOR 0.9 MI (1.4
 AJ3622'KM) TO THE STATION ON THE RIGHT (WEST) SIDE AS DESCRIBED
 AJ3622'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3622'COUNTY D.O.T.  BRASS DISK, STAMPED 4LV3 1999, SET IN BEDROCK,
 AJ3622'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3622'STATION TIES - FURTHEST TO CLOSEST
 AJ3622'2.8 MI (4.5 KM) - SOUTH OF US 60
 AJ3622'0.9 MI (1.4 KM) - SOUTH OF FORK IN THE ROAD
 AJ3622'15 FT (4.6 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3622'12 FT (3.7 M) - SOUTHWEST OF SAGUARO CACTUS ON THE WEST SIDE OF DIRT
 AJ3622'ROAD
 AJ3622'10 FT (3.0 M) - EAST OF AN OCOTILLO CACTUS
 AJ3622'6 FT (1.8 M) - WEST OF CARSONITE WITNESS POST
 AJ3622'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3622'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3895 ***********************************************************************
 AJ3895  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3895  DESIGNATION -  4MB2
 AJ3895  PID         -  AJ3895
 AJ3895  STATE/COUNTY-  AZ/MARICOPA
 AJ3895  USGS QUAD   -  GOVERNORS PEAK (1978)
 AJ3895
 AJ3895                         *CURRENT SURVEY CONTROL
 AJ3895  ___________________________________________________________________
 AJ3895* NAD 83(2007)-  33 53 18.37172(N)    112 20 08.10633(W)     ADJUSTED  
 AJ3895* NAVD 88     -       577.77   (meters)    1895.6    (feet)  GPS OBS   
 AJ3895  ___________________________________________________________________
 AJ3895  EPOCH DATE  -        2007.00
 AJ3895  X           -  -2,014,399.741 (meters)                     COMP
 AJ3895  Y           -  -4,902,938.257 (meters)                     COMP
 AJ3895  Z           -   3,536,486.509 (meters)                     COMP
 AJ3895  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AJ3895  ELLIP HEIGHT-         548.485 (meters)          (02/10/07) ADJUSTED
 AJ3895  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AJ3895
 AJ3895  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3895  Type    PID    Designation                      North   East  Ellip
 AJ3895  -------------------------------------------------------------------
 AJ3895  NETWORK AJ3895 4MB2                              0.80   0.74   1.18
 AJ3895  -------------------------------------------------------------------
 AJ3895
 AJ3895.The horizontal coordinates were established by GPS observations
 AJ3895.and adjusted by the National Geodetic Survey in February 2007.
 AJ3895
 AJ3895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3895.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3895.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3895.The epoch date for horizontal control is a decimal equivalence
 AJ3895.of Year/Month/Day.
 AJ3895
 AJ3895.The orthometric height was determined by GPS observations and a
 AJ3895.high-resolution geoid model.
 AJ3895.The orthometric height was determined by GPS observations and a
 AJ3895.high-resolution geoid model using precise GPS observation and
 AJ3895.processing techniques.
 AJ3895
 AJ3895.Photographs are available for this station.
 AJ3895
 AJ3895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3895
 AJ3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3895
 AJ3895.The ellipsoidal height was determined by GPS observations
 AJ3895.and is referenced to NAD 83.
 AJ3895
 AJ3895.The geoid height was determined by GEOID03.
 AJ3895
 AJ3895;                    North         East     Units Scale Factor Converg.
 AJ3895;SPC AZ C     -   320,359.304   174,611.533   MT  0.99991850   -0 14 00.9
 AJ3895;SPC AZ C     - 1,051,047.59    572,872.48   iFT  0.99991850   -0 14 00.9
 AJ3895;UTM  12      - 3,750,588.856   376,496.339   MT  0.99978803   -0 44 41.2
 AJ3895
 AJ3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3895!SPC AZ C     -   0.99991390  x   0.99991850  =   0.99983241
 AJ3895!UTM  12      -   0.99991390  x   0.99978803  =   0.99970195
 AJ3895
 AJ3895                          SUPERSEDED SURVEY CONTROL
 AJ3895
 AJ3895  NAD 83(1992)-  33 53 18.37107(N)    112 20 08.10575(W) AD(       ) B
 AJ3895  ELLIP H (04/12/01)  548.508  (m)                       GP(       ) 3 2
 AJ3895
 AJ3895.Superseded values are not recommended for survey control.
 AJ3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3895.See file dsdata.txt to determine how the superseded data were derived.
 AJ3895
 AJ3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7649650589(NAD 83)
 AJ3895_MARKER: I = METAL ROD
 AJ3895_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3895+WITH SETTING: INFORMATION.
 AJ3895_STAMPING: 4MB2 11/99
 AJ3895_MARK LOGO: MCDOT 
 AJ3895_PROJECTION: FLUSH
 AJ3895_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3895+STABILITY: POSITION/ELEVATION WELL
 AJ3895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3895+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2008
 AJ3895_ROD/PIPE-DEPTH:  2.4 meters
 AJ3895_SLEEVE-DEPTH  :  0.8 meters
 AJ3895
 AJ3895  HISTORY     - Date     Condition        Report By
 AJ3895  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3895  HISTORY     - 20081031 GOOD             GEOCAC
 AJ3895
 AJ3895                          STATION DESCRIPTION
 AJ3895
 AJ3895'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3895'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) WEST-SOUTHWEST OF THE
 AJ3895'TOWN OF NEW RIVER, TOWNSHIP 6 NORTH, RANGE 1 WEST, SECTION 2
 AJ3895'OWNERSHIP - BLM
 AJ3895'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3895'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 11.4 MI (18.3
 AJ3895'KM) TO THE INTERSECTION OF CASTLE HOT SPRINGS ROAD AND CAREFREE
 AJ3895'HIGHWAY, THENCE TURN RIGHT (NORTH) ONTO CASTLE HOT SPRINGS ROAD AND
 AJ3895'DRIVE NORTHERLY 4.2 MI (6.8 KM) TO A DIRT ROAD ON THE LEFT, THENCE
 AJ3895'TURN LEFT (WEST) ONTO THE DIRT ROAD AND DRIVE NORTHWESTERLY 0.1 MI
 AJ3895'(0.2 KM) TO A Y IN THE ROAD, THENCE STAY TO THE LEFT AND CONTINUE
 AJ3895'DRIVING SOUTHWESTERLY ON THE DIRT ROAD 0.55 MI (0.89 KM) TO WEST SIDE
 AJ3895'OF A WASH, THENCE DRIVE WESTERLY OUT OF THE WASH 180 FT (54.9 M) TO
 AJ3895'THE STATION 70 FT (21.3 M) RIGHT (NORTH) OF CENTERLINE OF DIRT ROAD
 AJ3895'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8.0 FOOT (2.4
 AJ3895'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3895'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3895'COVER STAMPED 4MB2 11/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3895'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3895'STATION TIES -
 AJ3895'70.0 FT (21.3 M) NORTH OF THE CENTERLINE OF A DIRT ROAD
 AJ3895'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3895'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3895
 AJ3895                          STATION RECOVERY (2008)
 AJ3895
 AJ3895'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3895'RECOVERED IN GOOD CONDITION.  HANDWELL LID IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3894 ***********************************************************************
 AJ3894  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3894  DESIGNATION -  4MF2
 AJ3894  PID         -  AJ3894
 AJ3894  STATE/COUNTY-  AZ/MARICOPA
 AJ3894  USGS QUAD   -  RED PICACHO (1978)
 AJ3894
 AJ3894                         *CURRENT SURVEY CONTROL
 AJ3894  ___________________________________________________________________
 AJ3894* NAD 83(2007)-  33 53 57.42605(N)    112 33 59.64752(W)     ADJUSTED  
 AJ3894* NAVD 88     -       724.95   (meters)    2378.4    (feet)  GPS OBS   
 AJ3894  ___________________________________________________________________
 AJ3894  EPOCH DATE  -        2007.00
 AJ3894  X           -  -2,033,938.419 (meters)                     COMP
 AJ3894  Y           -  -4,894,270.458 (meters)                     COMP
 AJ3894  Z           -   3,537,567.391 (meters)                     COMP
 AJ3894  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AJ3894  ELLIP HEIGHT-         695.436 (meters)          (02/10/07) ADJUSTED
 AJ3894  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AJ3894
 AJ3894  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3894  Type    PID    Designation                      North   East  Ellip
 AJ3894  -------------------------------------------------------------------
 AJ3894  NETWORK AJ3894 4MF2                              0.67   0.63   1.14
 AJ3894  -------------------------------------------------------------------
 AJ3894
 AJ3894.The horizontal coordinates were established by GPS observations
 AJ3894.and adjusted by the National Geodetic Survey in February 2007.
 AJ3894
 AJ3894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3894.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3894.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3894.The epoch date for horizontal control is a decimal equivalence
 AJ3894.of Year/Month/Day.
 AJ3894
 AJ3894.The orthometric height was determined by GPS observations and a
 AJ3894.high-resolution geoid model.
 AJ3894.The orthometric height was determined by GPS observations and a
 AJ3894.high-resolution geoid model using precise GPS observation and
 AJ3894.processing techniques.
 AJ3894
 AJ3894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3894
 AJ3894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3894
 AJ3894.The ellipsoidal height was determined by GPS observations
 AJ3894.and is referenced to NAD 83.
 AJ3894
 AJ3894.The geoid height was determined by GEOID03.
 AJ3894
 AJ3894;                    North         East     Units Scale Factor Converg.
 AJ3894;SPC AZ C     -   321,673.644   153,253.688   MT  0.99994452   -0 21 44.9
 AJ3894;SPC AZ C     - 1,055,359.72    502,800.81   iFT  0.99994452   -0 21 44.9
 AJ3894;UTM  12      - 3,752,093.573   355,153.382   MT  0.99985864   -0 52 26.0
 AJ3894
 AJ3894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3894!SPC AZ C     -   0.99989084  x   0.99994452  =   0.99983536
 AJ3894!UTM  12      -   0.99989084  x   0.99985864  =   0.99974949
 AJ3894
 AJ3894                          SUPERSEDED SURVEY CONTROL
 AJ3894
 AJ3894  NAD 83(1992)-  33 53 57.42546(N)    112 33 59.64705(W) AD(       ) B
 AJ3894  ELLIP H (04/12/01)  695.451  (m)                       GP(       ) 3 2
 AJ3894
 AJ3894.Superseded values are not recommended for survey control.
 AJ3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3894.See file dsdata.txt to determine how the superseded data were derived.
 AJ3894
 AJ3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5515352094(NAD 83)
 AJ3894_MARKER: I = METAL ROD
 AJ3894_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3894+WITH SETTING: INFORMATION.
 AJ3894_STAMPING: 4/M/F/2 11/99
 AJ3894_MARK LOGO: MCDOT 
 AJ3894_PROJECTION: FLUSH
 AJ3894_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3894+STABILITY: POSITION/ELEVATION WELL
 AJ3894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3894+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 AJ3894_ROD/PIPE-DEPTH:  1.8 meters
 AJ3894_SLEEVE-DEPTH  :  0.8 meters
 AJ3894
 AJ3894  HISTORY     - Date     Condition        Report By
 AJ3894  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3894  HISTORY     - 20040630 GOOD             EVANS
 AJ3894  HISTORY     - 20080711 GOOD             SURPGS
 AJ3894
 AJ3894                          STATION DESCRIPTION
 AJ3894
 AJ3894'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3894'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF THE TOWN
 AJ3894'OF WICKENBURG, TOWNSHIP 7 NORTH, RANGE 3 WEST, SECTION 3
 AJ3894'OWNERSHIP - STATE LAND
 AJ3894'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 74 AND CASTLE
 AJ3894'HOT SPRINGS ROAD, DRIVE NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 2.0
 AJ3894'MI (3.2 KM) TO THE END OF PAVEMENT, THENCE CONTINUE DRIVING
 AJ3894'NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 0.6 MI (1.0 KM) TO A Y IN THE
 AJ3894'ROAD, THENCE STAY TO THE RIGHT AT THE Y AND CONTINUE DRIVING
 AJ3894'NORTHEASTERLY 1.4 MI (2.3 KM) TO THE STATION 25 FT (7.6 M) RIGHT OF
 AJ3894'THE SOUTHEAST EDGE OF ROAD
 AJ3894'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 6 FT (1.8 M)
 AJ3894'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC
 AJ3894'SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER
 AJ3894'STAMPED 4/M/F/2 11/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3894'THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3894'STATION TIES -
 AJ3894'25 FT (7.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE DIRT ROAD
 AJ3894'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3894'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3894
 AJ3894                          STATION RECOVERY (2004)
 AJ3894
 AJ3894'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3894'RECOVERED IN GOOD CONDITION.
 AJ3894
 AJ3894                          STATION RECOVERY (2008)
 AJ3894
 AJ3894'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 AJ3894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3893 ***********************************************************************
 AJ3893  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3893  DESIGNATION -  4MG2
 AJ3893  PID         -  AJ3893
 AJ3893  STATE/COUNTY-  AZ/MARICOPA
 AJ3893  USGS QUAD   -  RED PICACHO (1978)
 AJ3893
 AJ3893                         *CURRENT SURVEY CONTROL
 AJ3893  ___________________________________________________________________
 AJ3893* NAD 83(2007)-  33 55 40.72859(N)    112 36 30.46355(W)     ADJUSTED  
 AJ3893* NAVD 88     -       751.16   (meters)    2464.4    (feet)  GPS OBS   
 AJ3893  ___________________________________________________________________
 AJ3893  EPOCH DATE  -        2007.00
 AJ3893  X           -  -2,036,842.043 (meters)                     COMP
 AJ3893  Y           -  -4,891,162.493 (meters)                     COMP
 AJ3893  Z           -   3,540,223.735 (meters)                     COMP
 AJ3893  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 AJ3893  ELLIP HEIGHT-         721.666 (meters)          (02/10/07) ADJUSTED
 AJ3893  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AJ3893
 AJ3893  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3893  Type    PID    Designation                      North   East  Ellip
 AJ3893  -------------------------------------------------------------------
 AJ3893  NETWORK AJ3893 4MG2                              0.86   0.80   1.29
 AJ3893  -------------------------------------------------------------------
 AJ3893
 AJ3893.The horizontal coordinates were established by GPS observations
 AJ3893.and adjusted by the National Geodetic Survey in February 2007.
 AJ3893
 AJ3893.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3893.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3893.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3893.The epoch date for horizontal control is a decimal equivalence
 AJ3893.of Year/Month/Day.
 AJ3893
 AJ3893.The orthometric height was determined by GPS observations and a
 AJ3893.high-resolution geoid model.
 AJ3893.The orthometric height was determined by GPS observations and a
 AJ3893.high-resolution geoid model using precise GPS observation and
 AJ3893.processing techniques.
 AJ3893
 AJ3893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3893
 AJ3893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3893
 AJ3893.The ellipsoidal height was determined by GPS observations
 AJ3893.and is referenced to NAD 83.
 AJ3893
 AJ3893.The geoid height was determined by GEOID03.
 AJ3893
 AJ3893;                    North         East     Units Scale Factor Converg.
 AJ3893;SPC AZ C     -   324,881.607   149,400.546   MT  0.99995041   -0 23 10.1
 AJ3893;SPC AZ C     - 1,065,884.54    490,159.27   iFT  0.99995041   -0 23 10.1
 AJ3893;UTM  12      - 3,755,335.546   351,329.351   MT  0.99987248   -0 53 52.5
 AJ3893
 AJ3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3893!SPC AZ C     -   0.99988672  x   0.99995041  =   0.99983714
 AJ3893!UTM  12      -   0.99988672  x   0.99987248  =   0.99975922
 AJ3893
 AJ3893                          SUPERSEDED SURVEY CONTROL
 AJ3893
 AJ3893  NAD 83(1992)-  33 55 40.72797(N)    112 36 30.46312(W) AD(       ) B
 AJ3893  ELLIP H (04/12/01)  721.684  (m)                       GP(       ) 3 2
 AJ3893
 AJ3893.Superseded values are not recommended for survey control.
 AJ3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3893.See file dsdata.txt to determine how the superseded data were derived.
 AJ3893
 AJ3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5132955336(NAD 83)
 AJ3893_MARKER: I = METAL ROD
 AJ3893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3893_STAMPING: 4MG2 11/99
 AJ3893_MARK LOGO: MCDOT 
 AJ3893_PROJECTION: FLUSH
 AJ3893_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3893+STABILITY: POSITION/ELEVATION WELL
 AJ3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3893+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AJ3893_ROD/PIPE-DEPTH:  3.7 meters
 AJ3893_SLEEVE-DEPTH  :  0.8 meters
 AJ3893
 AJ3893  HISTORY     - Date     Condition        Report By
 AJ3893  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3893  HISTORY     - 20040707 GOOD             EVANS
 AJ3893
 AJ3893                          STATION DESCRIPTION
 AJ3893
 AJ3893'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3893'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF THE TOWN OF
 AJ3893'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 3 WEST, SECTION 30
 AJ3893'OWNERSHIP - BLM
 AJ3893'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 74 AND CASTLE
 AJ3893'HOT SPRINGS ROAD, DRIVE NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 2.0
 AJ3893'MI (3.2 KM) TO THE END OF PAVEMENT, THENCE CONTINUE DRIVING
 AJ3893'NORTHEASTERLY ON CASTLE HOT SPRINGS ROAD 0.6 MI (1.0 KM) TO A Y IN THE
 AJ3893'ROAD, THENCE STAY TO THE LEFT AT THE Y AND CONTINUE DRIVING
 AJ3893'NORTHWESTERLY 0.9 MI (1.4 KM) TO ANOTHER Y IN THE ROAD, THENCE STAY TO
 AJ3893'THE LEFT AT THE Y AND CONTINUE DRIVING NORTHWESTERLY 0.6 MI (1.0 KM)
 AJ3893'TO THE INTERSECTION OF A DIRT ROAD, THENCE CONTINUE DRIVING
 AJ3893'NORTHWESTERLY ACROSS THE ROAD 2.4 MI (3.9 KM) TO A JEEP TRAIL ON THE
 AJ3893'RIGHT, THENCE TURN RIGHT (NORTH) ONTO THE JEEP TRAIL AND DRIVE 500 FT
 AJ3893'(152.4 M) TO THE STATION 10 FT (3.0 M) RIGHT (EAST) OF THE EDGE OF
 AJ3893'ROAD AT THE TOP OF A HILL
 AJ3893'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 12 FT (3.7 M)
 AJ3893'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED PVC
 AJ3893'SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS COVER
 AJ3893'STAMPED 4MG2 11/99, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH THE
 AJ3893'GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3893'STATION TIES -
 AJ3893'500 FT (152.4 M) NORTH OF A DIRT ROAD
 AJ3893'10 FT (3.0 M) EAST OF A JEEP TRAIL
 AJ3893'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3893'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3893
 AJ3893                          STATION RECOVERY (2004)
 AJ3893
 AJ3893'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3892 ***********************************************************************
 AJ3892  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3892  DESIGNATION -  4MH2
 AJ3892  PID         -  AJ3892
 AJ3892  STATE/COUNTY-  AZ/MARICOPA
 AJ3892  USGS QUAD   -  WICKENBURG (1978)
 AJ3892
 AJ3892                         *CURRENT SURVEY CONTROL
 AJ3892  ___________________________________________________________________
 AJ3892* NAD 83(2007)-  33 53 51.51230(N)    112 40 04.55152(W)     ADJUSTED  
 AJ3892* NAVD 88     -       579.09   (meters)    1899.9    (feet)  GPS OBS   
 AJ3892  ___________________________________________________________________
 AJ3892  EPOCH DATE  -        2007.00
 AJ3892  X           -  -2,042,586.156 (meters)                     COMP
 AJ3892  Y           -  -4,890,646.471 (meters)                     COMP
 AJ3892  Z           -   3,537,334.680 (meters)                     COMP
 AJ3892  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AJ3892  ELLIP HEIGHT-         549.384 (meters)          (02/10/07) ADJUSTED
 AJ3892  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AJ3892
 AJ3892  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3892  Type    PID    Designation                      North   East  Ellip
 AJ3892  -------------------------------------------------------------------
 AJ3892  NETWORK AJ3892 4MH2                              0.84   0.86   1.25
 AJ3892  -------------------------------------------------------------------
 AJ3892
 AJ3892.The horizontal coordinates were established by GPS observations
 AJ3892.and adjusted by the National Geodetic Survey in February 2007.
 AJ3892
 AJ3892.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3892.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3892.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3892.The epoch date for horizontal control is a decimal equivalence
 AJ3892.of Year/Month/Day.
 AJ3892
 AJ3892.The orthometric height was determined by GPS observations and a
 AJ3892.high-resolution geoid model.
 AJ3892.The orthometric height was determined by GPS observations and a
 AJ3892.high-resolution geoid model using precise GPS observation and
 AJ3892.processing techniques.
 AJ3892
 AJ3892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3892
 AJ3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3892
 AJ3892.The ellipsoidal height was determined by GPS observations
 AJ3892.and is referenced to NAD 83.
 AJ3892
 AJ3892.The geoid height was determined by GEOID03.
 AJ3892
 AJ3892;                    North         East     Units Scale Factor Converg.
 AJ3892;SPC AZ C     -   321,555.382   143,877.661   MT  0.99995950   -0 25 08.4
 AJ3892;SPC AZ C     - 1,054,971.73    472,039.57   iFT  0.99995950   -0 25 08.4
 AJ3892;UTM  12      - 3,752,059.004   345,777.387   MT  0.99989321   -0 55 49.5
 AJ3892
 AJ3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3892!SPC AZ C     -   0.99991376  x   0.99995950  =   0.99987327
 AJ3892!UTM  12      -   0.99991376  x   0.99989321  =   0.99980698
 AJ3892
 AJ3892                          SUPERSEDED SURVEY CONTROL
 AJ3892
 AJ3892  NAD 83(1992)-  33 53 51.51167(N)    112 40 04.55112(W) AD(       ) B
 AJ3892  ELLIP H (04/12/01)  549.399  (m)                       GP(       ) 3 2
 AJ3892
 AJ3892.Superseded values are not recommended for survey control.
 AJ3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3892.See file dsdata.txt to determine how the superseded data were derived.
 AJ3892
 AJ3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4577752059(NAD 83)
 AJ3892_MARKER: DD = SURVEY DISK
 AJ3892_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AJ3892_STAMPING: 4MH2
 AJ3892_MARK LOGO: MCDOT 
 AJ3892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3892+STABILITY: SURFACE MOTION
 AJ3892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3892+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 AJ3892
 AJ3892  HISTORY     - Date     Condition        Report By
 AJ3892  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3892  HISTORY     - 20070203 GOOD             GEOCAC
 AJ3892
 AJ3892                          STATION DESCRIPTION
 AJ3892
 AJ3892'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3892'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF THE TOWN OF
 AJ3892'WICKENBURG, TOWNSHIP 6 NORTH, RANGE 3 WEST, SECTION 3
 AJ3892'OWNERSHIP - PRIVATE
 AJ3892'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND STATE ROUTE 74,
 AJ3892'DRIVE NORTHWEST ON US 60 3.2 MI (5.1 KM) TO MILEPOST 117, THENCE
 AJ3892'CONTINUE DRIVING NORTHWEST ON US 60 0.1 MI (0.2 KM) TO THE STATION ON
 AJ3892'THE RIGHT (NORTH) SIDE
 AJ3892'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3892'DISK, STAMPED 4MH2, SET IN A ROCK OUTCROP
 AJ3892'STATION TIES -
 AJ3892'75 FT (22.9 M) SOUTHEAST OF AN ASPHALT DRIVE
 AJ3892'125 FT (38.1 M) NORTHWEST OF MILEPOST 117
 AJ3892'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3892'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3892
 AJ3892                          STATION RECOVERY (2007)
 AJ3892
 AJ3892'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3898 ***********************************************************************
 AJ3898  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3898  DESIGNATION -  4MI2
 AJ3898  PID         -  AJ3898
 AJ3898  STATE/COUNTY-  AZ/MARICOPA
 AJ3898  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3898
 AJ3898                         *CURRENT SURVEY CONTROL
 AJ3898  ___________________________________________________________________
 AJ3898* NAD 83(2007)-  33 54 36.16251(N)    112 45 13.75517(W)     ADJUSTED  
 AJ3898* NAVD 88     -       754.88   (meters)    2476.6    (feet)  GPS OBS   
 AJ3898  ___________________________________________________________________
 AJ3898  EPOCH DATE  -        2007.00
 AJ3898  X           -  -2,049,674.828 (meters)                     COMP
 AJ3898  Y           -  -4,887,005.808 (meters)                     COMP
 AJ3898  Z           -   3,538,574.658 (meters)                     COMP
 AJ3898  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AJ3898  ELLIP HEIGHT-         725.148 (meters)          (02/10/07) ADJUSTED
 AJ3898  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ3898
 AJ3898  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3898  Type    PID    Designation                      North   East  Ellip
 AJ3898  -------------------------------------------------------------------
 AJ3898  NETWORK AJ3898 4MI2                              0.80   0.67   1.16
 AJ3898  -------------------------------------------------------------------
 AJ3898
 AJ3898.The horizontal coordinates were established by GPS observations
 AJ3898.and adjusted by the National Geodetic Survey in February 2007.
 AJ3898
 AJ3898.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3898.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3898.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3898.The epoch date for horizontal control is a decimal equivalence
 AJ3898.of Year/Month/Day.
 AJ3898
 AJ3898.The orthometric height was determined by GPS observations and a
 AJ3898.high-resolution geoid model.
 AJ3898.The orthometric height was determined by GPS observations and a
 AJ3898.high-resolution geoid model using precise GPS observation and
 AJ3898.processing techniques.
 AJ3898
 AJ3898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3898
 AJ3898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3898
 AJ3898.The ellipsoidal height was determined by GPS observations
 AJ3898.and is referenced to NAD 83.
 AJ3898
 AJ3898.The geoid height was determined by GEOID03.
 AJ3898
 AJ3898;                    North         East     Units Scale Factor Converg.
 AJ3898;SPC AZ C     -   322,992.447   135,944.952   MT  0.99997386   -0 28 01.4
 AJ3898;SPC AZ C     - 1,059,686.51    446,013.62   iFT  0.99997386   -0 28 01.4
 AJ3898;UTM  12      - 3,753,566.741   337,858.282   MT  0.99992410   -0 58 43.2
 AJ3898
 AJ3898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3898!SPC AZ C     -   0.99988618  x   0.99997386  =   0.99986004
 AJ3898!UTM  12      -   0.99988618  x   0.99992410  =   0.99981028
 AJ3898
 AJ3898                          SUPERSEDED SURVEY CONTROL
 AJ3898
 AJ3898  NAD 83(1992)-  33 54 36.16187(N)    112 45 13.75479(W) AD(       ) B
 AJ3898  ELLIP H (04/12/01)  725.164  (m)                       GP(       ) 3 2
 AJ3898
 AJ3898.Superseded values are not recommended for survey control.
 AJ3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3898.See file dsdata.txt to determine how the superseded data were derived.
 AJ3898
 AJ3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3785853567(NAD 83)
 AJ3898_MARKER: I = METAL ROD
 AJ3898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3898_STAMPING: 4MI2 2/00
 AJ3898_MARK LOGO: MCDOT 
 AJ3898_PROJECTION: FLUSH
 AJ3898_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3898+STABILITY: POSITION/ELEVATION WELL
 AJ3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3898+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004
 AJ3898_ROD/PIPE-DEPTH:  3.0 meters
 AJ3898_SLEEVE-DEPTH  :  0.8 meters
 AJ3898
 AJ3898  HISTORY     - Date     Condition        Report By
 AJ3898  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3898  HISTORY     - 20040625 GOOD             EVANS
 AJ3898
 AJ3898                          STATION DESCRIPTION
 AJ3898
 AJ3898'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3898'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE
 AJ3898'TOWN OF WICKENBURG, TOWNSHIP 7 NORTH, RANGE 5 WEST, SECTION 35
 AJ3898'OWNERSHIP - STATE LAND
 AJ3898'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND VULTURE MINE ROAD,
 AJ3898'DRIVE SOUTHWEST ON VULTURE MINE ROAD 3.6 MI (5.8 KM) TO VULTURE PEAK
 AJ3898'ROAD ON THE LEFT (SOUTHEAST) BEING 0.4 MI (0.6 KM) SOUTHWEST OF
 AJ3898'MILEPOST 33, THENCE TURN LEFT (SOUTHEAST) ONTO VULTURE PEAK ROAD AND
 AJ3898'DRIVE 0.8 MI (1.3 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT AT
 AJ3898'THE Y AND CONTINUE DRIVING SOUTHEASTERLY 0.4 MI (0.6 KM) TO A Y IN THE
 AJ3898'ROAD, THENCE STAY TO THE LEFT AT THE Y AND DRIVE NORTHEASTERLY 0.2 MI
 AJ3898'(0.3 KM) TO A CATTLE GUARD, THENCE CROSS THE CATTLE GUARD AND DRIVE
 AJ3898'SOUTHEASTERLY 0.8 MI (1.3 KM) TO A Y IN THE ROAD JUST PAST A WATER
 AJ3898'TANK, THENCE STAY TO THE LEFT AT THE Y AND CONTINUE DRIVING
 AJ3898'NORTHEASTERLY FOR 0.2 MI (0.3 KM) TO A REVERSE Y IN THE ROAD (DO NOT
 AJ3898'TAKE), THENCE CONTINUE FORWARD (NORTHEASTERLY) 0.2 MI (0.3 KM) TO A Y
 AJ3898'IN THE ROAD, THENCE STAY TO THE LEFT AT THE Y AND CONTINUE DRIVING
 AJ3898'NORTHERLY 0.3 MI (0.5 KM) TO A Y IN THE ROAD, THENCE STAY TO THE RIGHT
 AJ3898'AT THE Y AND CONTINUE DRIVING NORTHEASTERLY 0.8 MI (1.3 KM) TO A DIRT
 AJ3898'ROAD ON THE LEFT (NORTHWEST) SIDE OF THE ROAD (DO NOT TAKE THAT ROAD),
 AJ3898'THENCE CONTINUE STRAIGHT (NORTHEASTERLY) FOR 1.0 MI (1.6 KM) (THE ROAD
 AJ3898'WILL JOG TO THE EAST- SOUTHEASTERLY-EASTERLY- THEN NORTHEASTERLY
 AJ3898'AGAIN) TO THE STATION 175 FT (53.3 M) LEFT (NORTHWEST) OF CENTERLINE
 AJ3898'OF DIRT ROAD AND UP THE HILL
 AJ3898'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 10 FOOT (3.0
 AJ3898'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3898'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3898'COVER STAMPED 4MI2 2/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3898'THE GROUND, WITNESSED BY A WHITE CARSONITE POST
 AJ3898'STATION TIES -
 AJ3898'175 FT (53.3 M) NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD
 AJ3898'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3898'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3898
 AJ3898                          STATION RECOVERY (2004)
 AJ3898
 AJ3898'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3623 ***********************************************************************
 AJ3623  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3623  DESIGNATION -  4MK6
 AJ3623  PID         -  AJ3623
 AJ3623  STATE/COUNTY-  AZ/MARICOPA
 AJ3623  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3623
 AJ3623                         *CURRENT SURVEY CONTROL
 AJ3623  ___________________________________________________________________
 AJ3623* NAD 83(2007)-  33 53 21.54287(N)    112 49 13.17594(W)     ADJUSTED  
 AJ3623* NAVD 88     -       809.83   (meters)    2656.9    (feet)  GPS OBS   
 AJ3623  ___________________________________________________________________
 AJ3623  EPOCH DATE  -        2007.00
 AJ3623  X           -  -2,055,861.072 (meters)                     COMP
 AJ3623  Y           -  -4,885,847.430 (meters)                     COMP
 AJ3623  Z           -   3,536,696.727 (meters)                     COMP
 AJ3623  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AJ3623  ELLIP HEIGHT-         780.021 (meters)          (02/10/07) ADJUSTED
 AJ3623  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AJ3623
 AJ3623  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3623  Type    PID    Designation                      North   East  Ellip
 AJ3623  -------------------------------------------------------------------
 AJ3623  NETWORK AJ3623 4MK6                              0.67   0.57   1.00
 AJ3623  -------------------------------------------------------------------
 AJ3623
 AJ3623.The horizontal coordinates were established by GPS observations
 AJ3623.and adjusted by the National Geodetic Survey in February 2007.
 AJ3623
 AJ3623.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3623.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3623.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3623.The epoch date for horizontal control is a decimal equivalence
 AJ3623.of Year/Month/Day.
 AJ3623
 AJ3623.The orthometric height was determined by GPS observations and a
 AJ3623.high-resolution geoid model.
 AJ3623.The orthometric height was determined by GPS observations and a
 AJ3623.high-resolution geoid model using precise GPS observation and
 AJ3623.processing techniques.
 AJ3623
 AJ3623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3623
 AJ3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3623
 AJ3623.The ellipsoidal height was determined by GPS observations
 AJ3623.and is referenced to NAD 83.
 AJ3623
 AJ3623.The geoid height was determined by GEOID03.
 AJ3623
 AJ3623;                    North         East     Units Scale Factor Converg.
 AJ3623;SPC AZ C     -   320,745.571   129,774.481   MT  0.99998610   -0 30 14.0
 AJ3623;SPC AZ C     - 1,052,314.87    425,769.29   iFT  0.99998610   -0 30 14.0
 AJ3623;UTM  12      - 3,751,375.130   331,668.268   MT  0.99994932   -1 00 54.8
 AJ3623
 AJ3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3623!SPC AZ C     -   0.99987756  x   0.99998610  =   0.99986366
 AJ3623!UTM  12      -   0.99987756  x   0.99994932  =   0.99982689
 AJ3623
 AJ3623                          SUPERSEDED SURVEY CONTROL
 AJ3623
 AJ3623  NAD 83(1992)-  33 53 21.54218(N)    112 49 13.17558(W) AD(       ) B
 AJ3623  ELLIP H (04/12/01)  780.042  (m)                       GP(       ) 3 2
 AJ3623
 AJ3623.Superseded values are not recommended for survey control.
 AJ3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3623.See file dsdata.txt to determine how the superseded data were derived.
 AJ3623
 AJ3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3166851375(NAD 83)
 AJ3623_MARKER: I = METAL ROD
 AJ3623_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3623+WITH SETTING: INFORMATION.
 AJ3623_STAMPING: 4MK6 1999
 AJ3623_MARK LOGO: MCDOT 
 AJ3623_PROJECTION: FLUSH
 AJ3623_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3623+STABILITY: POSITION/ELEVATION WELL
 AJ3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3623+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 AJ3623_ROD/PIPE-DEPTH:  1.2 meters
 AJ3623_SLEEVE-DEPTH  :  0.8 meters
 AJ3623
 AJ3623  HISTORY     - Date     Condition        Report By
 AJ3623  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3623  HISTORY     - 20080916 GOOD             GEOCAC
 AJ3623
 AJ3623                          STATION DESCRIPTION
 AJ3623
 AJ3623'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3623'THE STATION IS LOCATED ABOUT 26.05 MI (41.92 KM) SOUTHWEST OF THE CITY
 AJ3623'OF WICKENBURG TOWNSHIP 06 NORTH, RANGE 05 WEST, SECTION 06
 AJ3623'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3623'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 2.5 MI
 AJ3623'(4.0 KM) TO VULTURE MINE ROAD (0.3 MI WEST OF MILE POST 108 AND 0.7 MI
 AJ3623'(1.1 KM) EAST OF MILE POST 107) , THENCE TURN LEFT (SOUTHWEST) ON TO
 AJ3623'VULTURE MINE ROAD AND DRIVE 6.25 MI (10.06 KM) TO TWO (2) DIRT ROADS
 AJ3623'ON THE WEST SIDE OF VULTURE MINE ROAD, THENCE TURN RIGHT
 AJ3623'(NORTHWESTERLY) ON TO THE SOUTHERLY DIRT ROAD AND DRIVE 0.2 MI (0.3
 AJ3623'KM) PARKING VEHICLE AND HIKING UP A SMALL HILL AND TO THE STATION AS
 AJ3623'DESCRIBED
 AJ3623'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3623'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3623'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3623'WITH A COUNTY LOGO ACCESS COVER STAMPED 4MK6 1999, SURROUNDED WITH A
 AJ3623'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3623'MARKER
 AJ3623'STATION TIES - FURTHEST TO CLOSEST
 AJ3623'6.45 MI (10.38 KM) - SOUTHWEST OF US 60
 AJ3623'0.2 MI (0.3 KM) - WEST OF VULTURE MINE ROAD
 AJ3623'100 FT (30.5 M) - SOUTHWEST OF DIRT ROAD ON TOP OF SMALL HILL
 AJ3623'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3623'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3623'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3623
 AJ3623                          STATION RECOVERY (2008)
 AJ3623
 AJ3623'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AJ3623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3624 ***********************************************************************
 AJ3624  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3624  DESIGNATION -  4MM1
 AJ3624  PID         -  AJ3624
 AJ3624  STATE/COUNTY-  AZ/MARICOPA
 AJ3624  USGS QUAD   -  OUTLAW HILL (1990)
 AJ3624
 AJ3624                         *CURRENT SURVEY CONTROL
 AJ3624  ___________________________________________________________________
 AJ3624* NAD 83(2007)-  33 54 18.91030(N)    112 55 46.97044(W)     ADJUSTED  
 AJ3624* NAVD 88     -       831.14   (meters)    2726.8    (feet)  GPS OBS   
 AJ3624  ___________________________________________________________________
 AJ3624  EPOCH DATE  -        2007.00
 AJ3624  X           -  -2,064,808.013 (meters)                     COMP
 AJ3624  Y           -  -4,881,021.831 (meters)                     COMP
 AJ3624  Z           -   3,538,175.939 (meters)                     COMP
 AJ3624  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AJ3624  ELLIP HEIGHT-         801.330 (meters)          (02/10/07) ADJUSTED
 AJ3624  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 AJ3624
 AJ3624  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3624  Type    PID    Designation                      North   East  Ellip
 AJ3624  -------------------------------------------------------------------
 AJ3624  NETWORK AJ3624 4MM1                              0.59   0.53   0.94
 AJ3624  -------------------------------------------------------------------
 AJ3624
 AJ3624.The horizontal coordinates were established by GPS observations
 AJ3624.and adjusted by the National Geodetic Survey in February 2007.
 AJ3624
 AJ3624.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3624.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3624.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3624.The epoch date for horizontal control is a decimal equivalence
 AJ3624.of Year/Month/Day.
 AJ3624
 AJ3624.The orthometric height was determined by GPS observations and a
 AJ3624.high-resolution geoid model.
 AJ3624.The orthometric height was determined by GPS observations and a
 AJ3624.high-resolution geoid model using precise GPS observation and
 AJ3624.processing techniques.
 AJ3624
 AJ3624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3624
 AJ3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3624
 AJ3624.The ellipsoidal height was determined by GPS observations
 AJ3624.and is referenced to NAD 83.
 AJ3624
 AJ3624.The geoid height was determined by GEOID03.
 AJ3624
 AJ3624;                    North         East     Units Scale Factor Converg.
 AJ3624;SPC AZ C     -   322,607.439   119,673.567   MT  1.00000817   -0 33 54.5
 AJ3624;SPC AZ C     - 1,058,423.36    392,629.81   iFT  1.00000817   -0 33 54.5
 AJ3624;UTM  12      - 3,753,327.039   321,584.642   MT  0.99999242   -1 04 36.2
 AJ3624
 AJ3624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3624!SPC AZ C     -   0.99987422  x   1.00000817  =   0.99988239
 AJ3624!UTM  12      -   0.99987422  x   0.99999242  =   0.99986664
 AJ3624
 AJ3624                          SUPERSEDED SURVEY CONTROL
 AJ3624
 AJ3624  NAD 83(1992)-  33 54 18.90959(N)    112 55 46.97011(W) AD(       ) B
 AJ3624  ELLIP H (04/12/01)  801.352  (m)                       GP(       ) 3 2
 AJ3624
 AJ3624.Superseded values are not recommended for survey control.
 AJ3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3624.See file dsdata.txt to determine how the superseded data were derived.
 AJ3624
 AJ3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2158553327(NAD 83)
 AJ3624_MARKER: I = METAL ROD
 AJ3624_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3624+WITH SETTING: INFORMATION.
 AJ3624_STAMPING: 4MM1 1999
 AJ3624_MARK LOGO: MCDOT 
 AJ3624_PROJECTION: FLUSH
 AJ3624_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3624+STABILITY: POSITION/ELEVATION WELL
 AJ3624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3624+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3624_ROD/PIPE-DEPTH:  1.2 meters
 AJ3624_SLEEVE-DEPTH  :  0.8 meters
 AJ3624
 AJ3624  HISTORY     - Date     Condition        Report By
 AJ3624  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3624
 AJ3624                          STATION DESCRIPTION
 AJ3624
 AJ3624'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3624'THE STATION IS LOCATED ABOUT 35.5 MI (57.1 KM) WEST OF THE CITY OF
 AJ3624'WICKENBURG TOWNSHIP 07 NORTH, RANGE 06 WEST, SECTION 31
 AJ3624'OWNERSHIP - STATE TRUST LAND
 AJ3624'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 12.1
 AJ3624'MI (19.5 KM) WEST ON US 60 TO A DIRT ROAD ON THE SOUTH SIDE OF US 60,
 AJ3624'THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD (0.1 MI WEST OF MILE POST 98
 AJ3624'AND 0.9 MI (1.4 KM) EAST OF MILE POST 97) AND PROCEED THROUGH UNLOCKED
 AJ3624'GATE IN RIGHT OF WAY FENCE DRIVING 1.0 MI (1.6 KM) TO A FORK IN ROAD,
 AJ3624'THENCE BEAR LEFT AT FORK AND DRIVE 1.75 MI (2.82 KM) AND TO THE
 AJ3624'STATION AS DESCRIBED
 AJ3624'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3624'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3624'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3624'WITH A COUNTY LOGO ACCESS COVER STAMPED 4MM1 1999, SURROUNDED WITH A
 AJ3624'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3624'MARKER
 AJ3624'STATION TIES - FURTHEST TO CLOSEST
 AJ3624'35.5 MI (57.1 KM) - WEST OF WICKENBURG
 AJ3624'12.1 MI (19.5 KM) - WEST OF JUNCTION FOR US 93
 AJ3624'2.75 MI (4.43 KM) - SOUTH OF US 60
 AJ3624'1.0 MI (1.6 KM) - SOUTH OF FORK IN DIRT ROAD
 AJ3624'30 FT (9.1 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3624'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3624'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3624'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3625 ***********************************************************************
 AJ3625  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3625  DESIGNATION -  4MO2
 AJ3625  PID         -  AJ3625
 AJ3625  STATE/COUNTY-  AZ/MARICOPA
 AJ3625  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3625
 AJ3625                         *CURRENT SURVEY CONTROL
 AJ3625  ___________________________________________________________________
 AJ3625* NAD 83(2007)-  33 53 58.61724(N)    113 02 38.09762(W)     ADJUSTED  
 AJ3625* NAVD 88     -       727.91   (meters)    2388.2    (feet)  GPS OBS   
 AJ3625  ___________________________________________________________________
 AJ3625  EPOCH DATE  -        2007.00
 AJ3625  X           -  -2,074,635.702 (meters)                     COMP
 AJ3625  Y           -  -4,877,138.557 (meters)                     COMP
 AJ3625  Z           -   3,537,599.252 (meters)                     COMP
 AJ3625  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 AJ3625  ELLIP HEIGHT-         697.937 (meters)          (02/10/07) ADJUSTED
 AJ3625  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AJ3625
 AJ3625  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3625  Type    PID    Designation                      North   East  Ellip
 AJ3625  -------------------------------------------------------------------
 AJ3625  NETWORK AJ3625 4MO2                              0.61   0.55   0.96
 AJ3625  -------------------------------------------------------------------
 AJ3625
 AJ3625.The horizontal coordinates were established by GPS observations
 AJ3625.and adjusted by the National Geodetic Survey in February 2007.
 AJ3625
 AJ3625.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3625.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3625.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3625.The epoch date for horizontal control is a decimal equivalence
 AJ3625.of Year/Month/Day.
 AJ3625
 AJ3625.The orthometric height was determined by GPS observations and a
 AJ3625.high-resolution geoid model.
 AJ3625.The orthometric height was determined by GPS observations and a
 AJ3625.high-resolution geoid model using precise GPS observation and
 AJ3625.processing techniques.
 AJ3625
 AJ3625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3625
 AJ3625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3625
 AJ3625.The ellipsoidal height was determined by GPS observations
 AJ3625.and is referenced to NAD 83.
 AJ3625
 AJ3625.The geoid height was determined by GEOID03.
 AJ3625
 AJ3625;                    North         East     Units Scale Factor Converg.
 AJ3625;SPC AZ C     -   322,092.255   109,104.833   MT  1.00003395   -0 37 43.6
 AJ3625;SPC AZ C     - 1,056,733.12    357,955.49   iFT  1.00003395   -0 37 43.6
 AJ3625;UTM  12      - 3,752,906.238   311,011.779   MT  1.00004031   -1 08 25.1
 AJ3625
 AJ3625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3625!SPC AZ C     -   0.99989045  x   1.00003395  =   0.99992439
 AJ3625!UTM  12      -   0.99989045  x   1.00004031  =   0.99993075
 AJ3625
 AJ3625                          SUPERSEDED SURVEY CONTROL
 AJ3625
 AJ3625  NAD 83(1992)-  33 53 58.61649(N)    113 02 38.09734(W) AD(       ) B
 AJ3625  ELLIP H (04/12/01)  697.958  (m)                       GP(       ) 3 2
 AJ3625
 AJ3625.Superseded values are not recommended for survey control.
 AJ3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3625.See file dsdata.txt to determine how the superseded data were derived.
 AJ3625
 AJ3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1101252906(NAD 83)
 AJ3625_MARKER: I = METAL ROD
 AJ3625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3625_STAMPING: 4MO2 1999
 AJ3625_MARK LOGO: MCDOT 
 AJ3625_PROJECTION: FLUSH
 AJ3625_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3625+STABILITY: POSITION/ELEVATION WELL
 AJ3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3625+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3625_ROD/PIPE-DEPTH:  4.0 meters
 AJ3625_SLEEVE-DEPTH  :  0.8 meters
 AJ3625
 AJ3625  HISTORY     - Date     Condition        Report By
 AJ3625  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3625
 AJ3625                          STATION DESCRIPTION
 AJ3625
 AJ3625'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3625'THE STATION IS LOCATED ABOUT 17.5 MI (28.2 KM) WEST OF THE CITY OF
 AJ3625'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 36
 AJ3625'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3625'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE 17.5
 AJ3625'MI (28.2 KM) WEST ON US 60 TO MILE POST 92, THENCE CONTINUE WEST ON US
 AJ3625'60 FOR 0.1 MI (0.2 KM) TO 453RD AVENUE, THENCE TURN LEFT (SOUTH) ON
 AJ3625'453RD AVENUE (LOCATED 0.9 MI (1.4 KM) EAST OF MILE POST 91) ,THENCE
 AJ3625'PROCEED SOUTH THROUGH UNLOCKED GATE IN RIGHT OF WAY FENCE AND DRIVE
 AJ3625'SOUTH FOR 1.5 MI (2.4 KM) PASSING CAMPBELL HILL (1.0 MI WEST OF 453RD
 AJ3625'AVE) AND SEVENMILE PEAK (0.5 MI WEST OF 453RD AVE) TO A FORK IN THE
 AJ3625'ROAD, THENCE BEAR RIGHT AT FORK AND CONTINUE STRAIGHT FOR 0.3 MI (0.45
 AJ3625'KM) TO A DIRT INTERSECTION, THENCE CONTINUE STRAIGHT (SOUTHERLY) ON
 AJ3625'453RD ALIGNMENT FOR 1.3 MI (2.1 KM) TO A BEND IN ROAD AND TO THE
 AJ3625'STATION AS DESCRIBED
 AJ3625'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3625'COMPRESSED ON A 13.2 FOOT (4.0 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3625'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3625'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4MO2 1999, SURROUNDED
 AJ3625'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3625'CARSONITE MARKER
 AJ3625'STATION TIES - FURTHEST TO CLOSEST
 AJ3625'3.1 MI (5.0 KM) - SOUTH OF US 60
 AJ3625'94 FT (28.7 M) - NORTH OF BARBED WIRE FENCE LOCATED 40 FT (12.2 M)
 AJ3625'SOUTH OF BEND OF DIRT ROAD  (SAID FENCE RUNS IN AN EAST-WEST
 AJ3625'DIRECTION)
 AJ3625'30 FT (9.1 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3625'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3625'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3625'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3626 ***********************************************************************
 AJ3626  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3626  DESIGNATION -  4MQ1
 AJ3626  PID         -  AJ3626
 AJ3626  STATE/COUNTY-  AZ/MARICOPA
 AJ3626  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3626
 AJ3626                         *CURRENT SURVEY CONTROL
 AJ3626  ___________________________________________________________________
 AJ3626* NAD 83(2007)-  33 53 56.57299(N)    113 07 24.06718(W)     ADJUSTED  
 AJ3626* NAVD 88     -       672.16   (meters)    2205.2    (feet)  GPS OBS   
 AJ3626  ___________________________________________________________________
 AJ3626  EPOCH DATE  -        2007.00
 AJ3626  X           -  -2,081,391.053 (meters)                     COMP
 AJ3626  Y           -  -4,874,247.220 (meters)                     COMP
 AJ3626  Z           -   3,537,515.808 (meters)                     COMP
 AJ3626  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AJ3626  ELLIP HEIGHT-         642.069 (meters)          (02/10/07) ADJUSTED
 AJ3626  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AJ3626
 AJ3626  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3626  Type    PID    Designation                      North   East  Ellip
 AJ3626  -------------------------------------------------------------------
 AJ3626  NETWORK AJ3626 4MQ1                              0.65   0.59   1.02
 AJ3626  -------------------------------------------------------------------
 AJ3626
 AJ3626.The horizontal coordinates were established by GPS observations
 AJ3626.and adjusted by the National Geodetic Survey in February 2007.
 AJ3626
 AJ3626.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3626.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3626.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3626.The epoch date for horizontal control is a decimal equivalence
 AJ3626.of Year/Month/Day.
 AJ3626
 AJ3626.The orthometric height was determined by GPS observations and a
 AJ3626.high-resolution geoid model.
 AJ3626.The orthometric height was determined by GPS observations and a
 AJ3626.high-resolution geoid model using precise GPS observation and
 AJ3626.processing techniques.
 AJ3626
 AJ3626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3626
 AJ3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3626
 AJ3626.The ellipsoidal height was determined by GPS observations
 AJ3626.and is referenced to NAD 83.
 AJ3626
 AJ3626.The geoid height was determined by GEOID03.
 AJ3626
 AJ3626;                    North         East     Units Scale Factor Converg.
 AJ3626;SPC AZ C     -   322,112.743   101,756.949   MT  1.00005350   -0 40 23.1
 AJ3626;SPC AZ C     - 1,056,800.34    333,848.26   iFT  1.00005350   -0 40 23.1
 AJ3626;UTM  12      - 3,752,992.330   303,664.267   MT  1.00007522   -1 11 04.7
 AJ3626
 AJ3626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3626!SPC AZ C     -   0.99989921  x   1.00005350  =   0.99995271
 AJ3626!UTM  12      -   0.99989921  x   1.00007522  =   0.99997443
 AJ3626
 AJ3626                          SUPERSEDED SURVEY CONTROL
 AJ3626
 AJ3626  NAD 83(1992)-  33 53 56.57222(N)    113 07 24.06694(W) AD(       ) B
 AJ3626  ELLIP H (04/12/01)  642.089  (m)                       GP(       ) 3 2
 AJ3626
 AJ3626.Superseded values are not recommended for survey control.
 AJ3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3626.See file dsdata.txt to determine how the superseded data were derived.
 AJ3626
 AJ3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0366452992(NAD 83)
 AJ3626_MARKER: I = METAL ROD
 AJ3626_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3626_STAMPING: 4MQ1 1999
 AJ3626_MARK LOGO: MCDOT 
 AJ3626_PROJECTION: FLUSH
 AJ3626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3626+STABILITY: POSITION/ELEVATION WELL
 AJ3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3626+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3626_ROD/PIPE-DEPTH:  6.2 meters
 AJ3626_SLEEVE-DEPTH  :  0.8 meters
 AJ3626
 AJ3626  HISTORY     - Date     Condition        Report By
 AJ3626  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3626
 AJ3626                          STATION DESCRIPTION
 AJ3626
 AJ3626'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3626'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) WEST OF THE CITY OF
 AJ3626'WICKENBURG TOWNSHIP 06 NORTH, RANGE 08 WEST, SECTION 05
 AJ3626'OWNERSHIP - BUREAU OF LAND MANAGEMENT
 AJ3626'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 22.0
 AJ3626'MI (35.4 KM) WEST ON US 60 TO 491ST AVENUE (0.1 MI EAST OF MILE POST
 AJ3626'87) , THENCE TURN LEFT (SOUTH) ON TO 491ST AVENUE AND DRIVE 2.9 MI
 AJ3626'(4.7 KM) (PASSING A HOUSE AND FARM BUILDINGS ON THE WEST SIDE OF 491ST
 AJ3626'AVE AT 1.5 MI (2.4 KM) SOUTH OF US 60) TO A BEND IN ROAD, THENCE
 AJ3626'CONTINUE 0.1 MI (0.2 KM) SOUTHEASTERLY AROUND BENDS IN ROAD, THENCE
 AJ3626'THROUGH AN UNLOCKED GATE IN BARBED WIRE FENCE AND TO THE STATION AS
 AJ3626'DESCRIBED
 AJ3626'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3626'COMPRESSED ON A 20.5 FOOT (6.10 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3626'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3626'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4MQ1 1999, SURROUNDED
 AJ3626'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3626'CARSONITE MARKER
 AJ3626'STATION TIES - FURTHEST TO CLOSEST
 AJ3626'3.0 MI (4.8 KM) - SOUTH OF US 60
 AJ3626'108.5 FT (33.1 M) - SOUTH OF BARBED WIRE FENCE W/UNLOCKED GATE
 AJ3626'12.5 FT (3.8 M) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3626'10 FT (3.0 M) - EAST OF BARBED WIRE FENCE
 AJ3626'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3626'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3626'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3627 ***********************************************************************
 AJ3627  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3627  DESIGNATION -  4MS5
 AJ3627  PID         -  AJ3627
 AJ3627  STATE/COUNTY-  AZ/MARICOPA
 AJ3627  USGS QUAD   -  AGUILA (1990)
 AJ3627
 AJ3627                         *CURRENT SURVEY CONTROL
 AJ3627  ___________________________________________________________________
 AJ3627* NAD 83(2007)-  33 54 05.91537(N)    113 14 45.79982(W)     ADJUSTED  
 AJ3627* NAVD 88     -       786.00   (meters)    2578.7    (feet)  GPS OBS   
 AJ3627  ___________________________________________________________________
 AJ3627  EPOCH DATE  -        2007.00
 AJ3627  X           -  -2,091,798.770 (meters)                     COMP
 AJ3627  Y           -  -4,869,717.834 (meters)                     COMP
 AJ3627  Z           -   3,537,818.224 (meters)                     COMP
 AJ3627  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AJ3627  ELLIP HEIGHT-         755.867 (meters)          (02/10/07) ADJUSTED
 AJ3627  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AJ3627
 AJ3627  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3627  Type    PID    Designation                      North   East  Ellip
 AJ3627  -------------------------------------------------------------------
 AJ3627  NETWORK AJ3627 4MS5                              0.61   0.57   1.00
 AJ3627  -------------------------------------------------------------------
 AJ3627
 AJ3627.The horizontal coordinates were established by GPS observations
 AJ3627.and adjusted by the National Geodetic Survey in February 2007.
 AJ3627
 AJ3627.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3627.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3627.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3627.The epoch date for horizontal control is a decimal equivalence
 AJ3627.of Year/Month/Day.
 AJ3627
 AJ3627.The orthometric height was determined by GPS observations and a
 AJ3627.high-resolution geoid model.
 AJ3627.The orthometric height was determined by GPS observations and a
 AJ3627.high-resolution geoid model using precise GPS observation and
 AJ3627.processing techniques.
 AJ3627
 AJ3627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3627
 AJ3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3627
 AJ3627.The ellipsoidal height was determined by GPS observations
 AJ3627.and is referenced to NAD 83.
 AJ3627
 AJ3627.The geoid height was determined by GEOID03.
 AJ3627
 AJ3627;                    North         East     Units Scale Factor Converg.
 AJ3627;SPC AZ C     -   322,540.706    90,411.420   MT  1.00008629   -0 44 29.7
 AJ3627;SPC AZ C     - 1,058,204.42    296,625.39   iFT  1.00008629   -0 44 29.7
 AJ3627;UTM  12      - 3,753,521.598   292,322.631   MT  1.00013171   -1 15 11.6
 AJ3627
 AJ3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3627!SPC AZ C     -   0.99988135  x   1.00008629  =   0.99996763
 AJ3627!UTM  12      -   0.99988135  x   1.00013171  =   1.00001305
 AJ3627
 AJ3627                          SUPERSEDED SURVEY CONTROL
 AJ3627
 AJ3627  NAD 83(1992)-  33 54 05.91457(N)    113 14 45.79964(W) AD(       ) B
 AJ3627  ELLIP H (04/12/01)  755.893  (m)                       GP(       ) 3 2
 AJ3627
 AJ3627.Superseded values are not recommended for survey control.
 AJ3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3627.See file dsdata.txt to determine how the superseded data were derived.
 AJ3627
 AJ3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9232353522(NAD 83)
 AJ3627_MARKER: I = METAL ROD
 AJ3627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3627+WITH SETTING: INFORMATION.
 AJ3627_STAMPING: 4MS5 1999
 AJ3627_MARK LOGO: MCDOT 
 AJ3627_PROJECTION: FLUSH
 AJ3627_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3627+STABILITY: POSITION/ELEVATION WELL
 AJ3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3627+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3627_ROD/PIPE-DEPTH:  0.8 meters
 AJ3627_SLEEVE-DEPTH  :  0.8 meters
 AJ3627
 AJ3627  HISTORY     - Date     Condition        Report By
 AJ3627  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3627
 AJ3627                          STATION DESCRIPTION
 AJ3627
 AJ3627'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3627'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF THE TOWN OF
 AJ3627'AGUILA TOWNSHIP 07 NORTH, RANGE 10 WEST, SECTION 36
 AJ3627'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3627'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 28.0
 AJ3627'MI (45.1 KM) WEST ON US 60 TO MILE POST 81, THENCE CONTINUE WEST ON US
 AJ3627'60 FOR 0.5 MI (0.8 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF US 60,
 AJ3627'THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD PASSING THROUGH AN UNLOCKED
 AJ3627'GATE IN THE BARBED WIRE ROW FENCE AND DRIVE 0.7 MI (1.1 KM) TO A Y
 AJ3627'INTERSECTION, THENCE VEER RIGHT (SOUTHWESTERLY) AT Y AND CONTINUE
 AJ3627'SOUTH ON DIRT ROAD FOR 1.2 MI (1.9 KM) TO AN INTERSECTION OF A DIRT
 AJ3627'ROAD (UNDER THE OVERHEAD ELECTRIC LINES) , THENCE TURN RIGHT (WEST) ON
 AJ3627'TO DIRT ROAD AND DRIVE 0.3 MI (0.5 KM) TO BOTTOM OF HILL (2 WHEEL
 AJ3627'DRIVE TRUCKS MUST PARK AT THIS LOCATION AND HIKE 1000 FT (304.8 M) UP
 AJ3627'TO THE TOP OF WESTERN-MOST PEAK) , 4 WHEEL DRIVE TRUCKS CONTINUE 0.1
 AJ3627'MI (0.2 KM) FURTHER WEST TO THE TOP OF SADDLE ON HILL , THENCE HIKE
 AJ3627'500 FT (152.4 M) TO TOP OF MOUNTAIN TO THE NORTH AND TO THE STATION AS
 AJ3627'DESCRIBED
 AJ3627'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA
 AJ3627'COUNTY D.O.T.  BRASS DISK, STAMPED 4MS5 1999, SET IN BEDROCK,
 AJ3627'WITNESSED BY A WHITE CARSONITE MARKER
 AJ3627'STATION TIES - FURTHEST TO CLOSEST
 AJ3627'1.9 MI (3.1 KM) - SOUTHWEST OF US 60
 AJ3627'0.4 MI (0.6 KM) - WEST OF CENTERLINE OF DIRT ROAD
 AJ3627'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3627'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3627'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3896 ***********************************************************************
 AJ3896  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3896  DESIGNATION -  4NA2
 AJ3896  PID         -  AJ3896
 AJ3896  STATE/COUNTY-  AZ/MARICOPA
 AJ3896  USGS QUAD   -  GOVERNORS PEAK (1978)
 AJ3896
 AJ3896                         *CURRENT SURVEY CONTROL
 AJ3896  ___________________________________________________________________
 AJ3896* NAD 83(2007)-  33 55 56.71869(N)    112 19 13.46783(W)     ADJUSTED  
 AJ3896* NAVD 88     -       534.62   (meters)    1754.0    (feet)  GPS OBS   
 AJ3896  ___________________________________________________________________
 AJ3896  EPOCH DATE  -        2007.00
 AJ3896  X           -  -2,012,053.518 (meters)                     COMP
 AJ3896  Y           -  -4,900,920.482 (meters)                     COMP
 AJ3896  Z           -   3,540,511.877 (meters)                     COMP
 AJ3896  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ3896  ELLIP HEIGHT-         505.461 (meters)          (02/10/07) ADJUSTED
 AJ3896  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AJ3896
 AJ3896  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3896  Type    PID    Designation                      North   East  Ellip
 AJ3896  -------------------------------------------------------------------
 AJ3896  NETWORK AJ3896 4NA2                              0.47   0.39   0.76
 AJ3896  -------------------------------------------------------------------
 AJ3896
 AJ3896.The horizontal coordinates were established by GPS observations
 AJ3896.and adjusted by the National Geodetic Survey in February 2007.
 AJ3896
 AJ3896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3896.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3896.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3896.The epoch date for horizontal control is a decimal equivalence
 AJ3896.of Year/Month/Day.
 AJ3896
 AJ3896.The orthometric height was determined by GPS observations and a
 AJ3896.high-resolution geoid model.
 AJ3896.The orthometric height was determined by GPS observations and a
 AJ3896.high-resolution geoid model using precise GPS observation and
 AJ3896.processing techniques.
 AJ3896
 AJ3896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3896
 AJ3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3896
 AJ3896.The ellipsoidal height was determined by GPS observations
 AJ3896.and is referenced to NAD 83.
 AJ3896
 AJ3896.The geoid height was determined by GEOID03.
 AJ3896
 AJ3896;                    North         East     Units Scale Factor Converg.
 AJ3896;SPC AZ C     -   325,232.123   176,034.573   MT  0.99991717   -0 13 31.4
 AJ3896;SPC AZ C     - 1,067,034.52    577,541.25   iFT  0.99991717   -0 13 31.4
 AJ3896;UTM  12      - 3,755,448.135   377,962.629   MT  0.99978359   -0 44 13.8
 AJ3896
 AJ3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3896!SPC AZ C     -   0.99992066  x   0.99991717  =   0.99983783
 AJ3896!UTM  12      -   0.99992066  x   0.99978359  =   0.99970426
 AJ3896
 AJ3896                          SUPERSEDED SURVEY CONTROL
 AJ3896
 AJ3896  NAD 83(1992)-  33 55 56.71806(N)    112 19 13.46725(W) AD(       ) B
 AJ3896  ELLIP H (04/12/01)  505.474  (m)                       GP(       ) 3 2
 AJ3896
 AJ3896.Superseded values are not recommended for survey control.
 AJ3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3896.See file dsdata.txt to determine how the superseded data were derived.
 AJ3896
 AJ3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7796355448(NAD 83)
 AJ3896_MARKER: I = METAL ROD
 AJ3896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3896_STAMPING: 4NA2 11/99
 AJ3896_MARK LOGO: MCDOT 
 AJ3896_PROJECTION: FLUSH
 AJ3896_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3896+STABILITY: POSITION/ELEVATION WELL
 AJ3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3896+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 AJ3896_ROD/PIPE-DEPTH:  3.7 meters
 AJ3896_SLEEVE-DEPTH  :  0.8 meters
 AJ3896
 AJ3896  HISTORY     - Date     Condition        Report By
 AJ3896  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3896  HISTORY     - 20041030 GOOD             USPSQD
 AJ3896  HISTORY     - 20090123 GOOD             GEOCAC
 AJ3896
 AJ3896                          STATION DESCRIPTION
 AJ3896
 AJ3896'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3896'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST OF THE TOWN OF NEW
 AJ3896'RIVER, TOWNSHIP 7 NORTH, RANGE 1 WEST, SECTION 24
 AJ3896'OWNERSHIP - BLM
 AJ3896'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND CAREFREE
 AJ3896'HIGHWAY AT EXIT 223, DRIVE WESTERLY ON CAREFREE HIGHWAY 11.4 MI (18.3
 AJ3896'KM) TO THE INTERSECTION OF CASTLE HOT SPRINGS ROAD AND CAREFREE
 AJ3896'HIGHWAY, THENCE TURN RIGHT (NORTH) ONTO CASTLE HOT SPRINGS ROAD AND
 AJ3896'DRIVE NORTHERLY 5.4 MI (8.7 KM) TO A T IN THE ROAD AT THE INTERSECTION
 AJ3896'OF CASTLE HOT SPRINGS ROAD AND CASTLE CREEK ROAD, THENCE TURN LEFT
 AJ3896'(NORTHWEST) ONTO CASTLE CREEK ROAD AND DRIVE NORTHWESTERLY 2.4 MI (3.9
 AJ3896'KM) TO A BRIDGE OVER CASTLE CREEK, THENCE CONTINUE OVER BRIDGE AND
 AJ3896'DRIVE 0.2 MI (0.3 KM) TO THE STATION 90 FT (27.4 M) RIGHT (NORTHEAST)
 AJ3896'OF THE CENTERLINE OF THE ROAD
 AJ3896'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 12.0 FOOT
 AJ3896'(3.7 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH
 AJ3896'GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO
 AJ3896'ACCESS COVER STAMPED 4NA2 11/99, SURROUNDED WITH A CONCRETE COLLAR
 AJ3896'FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE MARKER
 AJ3896'STATION TIES -
 AJ3896'90.0 FT (27.4 M) NORTHEAST OF THE CENTERLINE OF THE ROAD
 AJ3896'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3896'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3896
 AJ3896                          STATION RECOVERY (2004)
 AJ3896
 AJ3896'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ3896'RECOVERED IN GOOD CONDITION.
 AJ3896
 AJ3896                          STATION RECOVERY (2009)
 AJ3896
 AJ3896'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 AJ3896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3897 ***********************************************************************
 AJ3897  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3897  DESIGNATION -  4NH3
 AJ3897  PID         -  AJ3897
 AJ3897  STATE/COUNTY-  AZ/MARICOPA
 AJ3897  USGS QUAD   -  WICKENBURG (1978)
 AJ3897
 AJ3897                         *CURRENT SURVEY CONTROL
 AJ3897  ___________________________________________________________________
 AJ3897* NAD 83(2007)-  33 56 01.58633(N)    112 40 49.19020(W)     ADJUSTED  
 AJ3897* NAVD 88     -       648.99   (meters)    2129.2    (feet)  GPS OBS   
 AJ3897  ___________________________________________________________________
 AJ3897  EPOCH DATE  -        2007.00
 AJ3897  X           -  -2,042,804.567 (meters)                     COMP
 AJ3897  Y           -  -4,888,194.412 (meters)                     COMP
 AJ3897  Z           -   3,540,699.908 (meters)                     COMP
 AJ3897  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AJ3897  ELLIP HEIGHT-         619.365 (meters)          (02/10/07) ADJUSTED
 AJ3897  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AJ3897
 AJ3897  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3897  Type    PID    Designation                      North   East  Ellip
 AJ3897  -------------------------------------------------------------------
 AJ3897  NETWORK AJ3897 4NH3                              0.65   0.55   0.98
 AJ3897  -------------------------------------------------------------------
 AJ3897
 AJ3897.The horizontal coordinates were established by GPS observations
 AJ3897.and adjusted by the National Geodetic Survey in February 2007.
 AJ3897
 AJ3897.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3897.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3897.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3897.The epoch date for horizontal control is a decimal equivalence
 AJ3897.of Year/Month/Day.
 AJ3897
 AJ3897.The orthometric height was determined by GPS observations and a
 AJ3897.high-resolution geoid model.
 AJ3897.The orthometric height was determined by GPS observations and a
 AJ3897.high-resolution geoid model using precise GPS observation and
 AJ3897.processing techniques.
 AJ3897
 AJ3897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3897
 AJ3897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3897
 AJ3897.The ellipsoidal height was determined by GPS observations
 AJ3897.and is referenced to NAD 83.
 AJ3897
 AJ3897.The geoid height was determined by GEOID03.
 AJ3897
 AJ3897;                    North         East     Units Scale Factor Converg.
 AJ3897;SPC AZ C     -   325,571.329   142,760.633   MT  0.99996142   -0 25 34.8
 AJ3897;SPC AZ C     - 1,068,147.40    468,374.78   iFT  0.99996142   -0 25 34.8
 AJ3897;UTM  12      - 3,756,084.503   344,696.335   MT  0.99989733   -0 56 17.5
 AJ3897
 AJ3897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3897!SPC AZ C     -   0.99990278  x   0.99996142  =   0.99986420
 AJ3897!UTM  12      -   0.99990278  x   0.99989733  =   0.99980012
 AJ3897
 AJ3897                          SUPERSEDED SURVEY CONTROL
 AJ3897
 AJ3897  NAD 83(1992)-  33 56 01.58573(N)    112 40 49.18982(W) AD(       ) B
 AJ3897  ELLIP H (04/12/01)  619.377  (m)                       GP(       ) 3 2
 AJ3897
 AJ3897.Superseded values are not recommended for survey control.
 AJ3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3897.See file dsdata.txt to determine how the superseded data were derived.
 AJ3897
 AJ3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4469656085(NAD 83)
 AJ3897_MARKER: DD = SURVEY DISK
 AJ3897_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AJ3897_STAMPING: 4NH3
 AJ3897_MARK LOGO: MCDOT 
 AJ3897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3897+STABILITY: SURFACE MOTION
 AJ3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3897+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 AJ3897
 AJ3897  HISTORY     - Date     Condition        Report By
 AJ3897  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3897  HISTORY     - 20041025 MARK NOT FOUND   MCDOT
 AJ3897  HISTORY     - 20070203 GOOD             GEOCAC
 AJ3897
 AJ3897                          STATION DESCRIPTION
 AJ3897
 AJ3897'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3897'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF THE TOWN OF
 AJ3897'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 4 WEST, SECTION 21
 AJ3897'OWNERSHIP - STATE LAND
 AJ3897'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 89, DRIVE
 AJ3897'SOUTHEAST ON US 60 3.9 MI (6.3 KM) TO AN UNMARKED DIRT ROAD ON THE
 AJ3897'LEFT BEING BETWEEN MILEPOST 114 AND MILEPOST 115, THENCE TURN LEFT
 AJ3897'(NORTHEAST) ONTO THE DIRT ROAD AND DRIVE 0.1 MI (0.2 KM) TO A GATE,
 AJ3897'THENCE CONTINUE THROUGH THE GATE AND DRIVE GENERALLY NORTHEASTERLY 0.1
 AJ3897'MI (0.2 KM) TO A GATE, THENCE CONTINUE THROUGH THE GATE AND DRIVE 0.5
 AJ3897'MI (0.8 KM) TO THE STATION 100 FT (30.5 M) LEFT OF CENTERLINE OF THE
 AJ3897'DIRT ROAD
 AJ3897'THE STATION IS MARKED BY A 3 1/4 INCH MARICOPA COUNTY D.O.T.  BRASS
 AJ3897'DISK, STAMPED 4NH3, SET IN A ROCK OUTCROP, WITNESSED BY A WHITE
 AJ3897'CARSONITE POST, NORTHEAST 4 FT
 AJ3897'(1.2 M) STATION TIES -
 AJ3897'100 FT (30.5 M) NORTHEAST OF A DIRT ROAD
 AJ3897'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3897'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3897
 AJ3897                          STATION RECOVERY (2004)
 AJ3897
 AJ3897'RECOVERY NOTE BY MARICOPA CO DOT 2004 (BPD)
 AJ3897'MORE THEN LIKELY THE MONUMENT STILL EXISTS HOWEVER IT IS NOW BEHIND A
 AJ3897'LOCKED GATE WITH THREE LOCKS ON IT, AS REPORTED TO ME FROM JOHN STOCK
 AJ3897'AT MARICOPA COUNTY FLOOD CONTROL. THE PROPERTY MAY HAVE RECENTLY
 AJ3897'CHANGED OWNERSHIP. DO NOT TRESPASS. OBTAIN PREMISSION BEFORE ENTERING.
 AJ3897'IF CONTACT INFORMATION IS OBTAINED PLEASE CONTACT NGS OR MCDOT.
 AJ3897
 AJ3897                          STATION RECOVERY (2007)
 AJ3897
 AJ3897'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3899 ***********************************************************************
 AJ3899  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3899  DESIGNATION -  4NJ1
 AJ3899  PID         -  AJ3899
 AJ3899  STATE/COUNTY-  AZ/MARICOPA
 AJ3899  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3899
 AJ3899                         *CURRENT SURVEY CONTROL
 AJ3899  ___________________________________________________________________
 AJ3899* NAD 83(2007)-  33 56 33.35521(N)    112 46 18.53398(W)     ADJUSTED  
 AJ3899* NAVD 88     -       724.31   (meters)    2376.3    (feet)  GPS OBS   
 AJ3899  ___________________________________________________________________
 AJ3899  EPOCH DATE  -        2007.00
 AJ3899  X           -  -2,050,419.577 (meters)                     COMP
 AJ3899  Y           -  -4,884,480.055 (meters)                     COMP
 AJ3899  Z           -   3,541,554.097 (meters)                     COMP
 AJ3899  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AJ3899  ELLIP HEIGHT-         694.622 (meters)          (02/10/07) ADJUSTED
 AJ3899  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AJ3899
 AJ3899  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3899  Type    PID    Designation                      North   East  Ellip
 AJ3899  -------------------------------------------------------------------
 AJ3899  NETWORK AJ3899 4NJ1                              0.73   0.63   1.04
 AJ3899  -------------------------------------------------------------------
 AJ3899
 AJ3899.The horizontal coordinates were established by GPS observations
 AJ3899.and adjusted by the National Geodetic Survey in February 2007.
 AJ3899
 AJ3899.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3899.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3899.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3899.The epoch date for horizontal control is a decimal equivalence
 AJ3899.of Year/Month/Day.
 AJ3899
 AJ3899.The orthometric height was determined by GPS observations and a
 AJ3899.high-resolution geoid model.
 AJ3899.The orthometric height was determined by GPS observations and a
 AJ3899.high-resolution geoid model using precise GPS observation and
 AJ3899.processing techniques.
 AJ3899
 AJ3899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3899
 AJ3899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3899
 AJ3899.The ellipsoidal height was determined by GPS observations
 AJ3899.and is referenced to NAD 83.
 AJ3899
 AJ3899.The geoid height was determined by GEOID03.
 AJ3899
 AJ3899;                    North         East     Units Scale Factor Converg.
 AJ3899;SPC AZ C     -   326,616.821   134,310.996   MT  0.99997701   -0 28 39.0
 AJ3899;SPC AZ C     - 1,071,577.50    440,652.87   iFT  0.99997701   -0 28 39.0
 AJ3899;UTM  12      - 3,757,205.391   336,256.844   MT  0.99993053   -0 59 22.3
 AJ3899
 AJ3899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3899!SPC AZ C     -   0.99989097  x   0.99997701  =   0.99986798
 AJ3899!UTM  12      -   0.99989097  x   0.99993053  =   0.99982150
 AJ3899
 AJ3899                          SUPERSEDED SURVEY CONTROL
 AJ3899
 AJ3899  NAD 83(1992)-  33 56 33.35458(N)    112 46 18.53360(W) AD(       ) B
 AJ3899  ELLIP H (04/12/01)  694.641  (m)                       GP(       ) 3 2
 AJ3899
 AJ3899.Superseded values are not recommended for survey control.
 AJ3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3899.See file dsdata.txt to determine how the superseded data were derived.
 AJ3899
 AJ3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3625757205(NAD 83)
 AJ3899_MARKER: I = METAL ROD
 AJ3899_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3899_STAMPING: 4NJ1 2000
 AJ3899_MARK LOGO: MCDOT 
 AJ3899_PROJECTION: FLUSH
 AJ3899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3899+STABILITY: POSITION/ELEVATION WELL
 AJ3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3899+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2007
 AJ3899_ROD/PIPE-DEPTH:  5.5 meters
 AJ3899_SLEEVE-DEPTH  :  0.8 meters
 AJ3899
 AJ3899  HISTORY     - Date     Condition        Report By
 AJ3899  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3899  HISTORY     - 20040707 GOOD             EVANS
 AJ3899  HISTORY     - 20070507 GOOD             MCDOT
 AJ3899
 AJ3899                          STATION DESCRIPTION
 AJ3899
 AJ3899'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3899'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF THE TOWN OF
 AJ3899'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 5 WEST, SECTION 16
 AJ3899'OWNERSHIP - MARICOPA COUNTY RIGHT OF WAY
 AJ3899'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93, DRIVE
 AJ3899'WESTERLY ON US 60 2.5 MI (4.0 KM) TO THE INTERSECTION OF VULTURE MINE
 AJ3899'ROAD AND US 60, THENCE TURN LEFT (SOUTH) ON VULTURE MINE ROAD AND
 AJ3899'DRIVE 0.6 MI (1.0 KM) TO THE INTERSECTION OF DUFFY ROAD AND VULTURE
 AJ3899'MINE ROAD, THENCE TURN LEFT (EAST) ONTO DUFFY ROAD AND IMMEDIATELY
 AJ3899'MAKE A RIGHT (SOUTH) ONTO STEINWAY ROAD, THENCE DRIVE SOUTH 0.6 MI
 AJ3899'(1.0 KM) TO THE END OF PAVEMENT ON STEINWAY ROAD, THENCE CONTINUE
 AJ3899'DRIVING SOUTH 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT ON THE TOP
 AJ3899'OF A HILL
 AJ3899'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 18 FOOT (5.5
 AJ3899'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3899'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3899'COVER STAMPED 4NJ1 2000, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3899'THE GROUND, WITNESSED BY A WHITE CARSONITE POST
 AJ3899'STATION TIES -
 AJ3899'5 FT (1.5 M) EAST OF A RIGHT OF WAY  FENCE
 AJ3899'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3899'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3899
 AJ3899                          STATION RECOVERY (2004)
 AJ3899
 AJ3899'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3899'RECOVERED IN GOOD CONDITION.
 AJ3899
 AJ3899                          STATION RECOVERY (2007)
 AJ3899
 AJ3899'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AJ3899'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3628 ***********************************************************************
 AJ3628  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3628  DESIGNATION -  4NL1
 AJ3628  PID         -  AJ3628
 AJ3628  STATE/COUNTY-  AZ/MARICOPA
 AJ3628  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3628
 AJ3628                         *CURRENT SURVEY CONTROL
 AJ3628  ___________________________________________________________________
 AJ3628* NAD 83(2007)-  33 56 57.19438(N)    112 52 15.37075(W)     ADJUSTED  
 AJ3628* NAVD 88     -       815.74   (meters)    2676.3    (feet)  GPS OBS   
 AJ3628  ___________________________________________________________________
 AJ3628  EPOCH DATE  -        2007.00
 AJ3628  X           -  -2,058,736.671 (meters)                     COMP
 AJ3628  Y           -  -4,880,617.458 (meters)                     COMP
 AJ3628  Z           -   3,542,214.557 (meters)                     COMP
 AJ3628  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AJ3628  ELLIP HEIGHT-         786.053 (meters)          (02/10/07) ADJUSTED
 AJ3628  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AJ3628
 AJ3628  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3628  Type    PID    Designation                      North   East  Ellip
 AJ3628  -------------------------------------------------------------------
 AJ3628  NETWORK AJ3628 4NL1                              0.57   0.51   0.94
 AJ3628  -------------------------------------------------------------------
 AJ3628
 AJ3628.The horizontal coordinates were established by GPS observations
 AJ3628.and adjusted by the National Geodetic Survey in February 2007.
 AJ3628
 AJ3628.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3628.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3628.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3628.The epoch date for horizontal control is a decimal equivalence
 AJ3628.of Year/Month/Day.
 AJ3628
 AJ3628.The orthometric height was determined by GPS observations and a
 AJ3628.high-resolution geoid model.
 AJ3628.The orthometric height was determined by GPS observations and a
 AJ3628.high-resolution geoid model using precise GPS observation and
 AJ3628.processing techniques.
 AJ3628
 AJ3628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3628
 AJ3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3628
 AJ3628.The ellipsoidal height was determined by GPS observations
 AJ3628.and is referenced to NAD 83.
 AJ3628
 AJ3628.The geoid height was determined by GEOID03.
 AJ3628
 AJ3628;                    North         East     Units Scale Factor Converg.
 AJ3628;SPC AZ C     -   327,432.101   125,154.852   MT  0.99999588   -0 31 58.6
 AJ3628;SPC AZ C     - 1,074,252.30    410,613.03   iFT  0.99999588   -0 31 58.6
 AJ3628;UTM  12      - 3,758,102.437   327,108.691   MT  0.99996849   -1 02 42.4
 AJ3628
 AJ3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3628!SPC AZ C     -   0.99987662  x   0.99999588  =   0.99987250
 AJ3628!UTM  12      -   0.99987662  x   0.99996849  =   0.99984511
 AJ3628
 AJ3628                          SUPERSEDED SURVEY CONTROL
 AJ3628
 AJ3628  NAD 83(1992)-  33 56 57.19371(N)    112 52 15.37040(W) AD(       ) B
 AJ3628  ELLIP H (04/12/01)  786.075  (m)                       GP(       ) 3 2
 AJ3628
 AJ3628.Superseded values are not recommended for survey control.
 AJ3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3628.See file dsdata.txt to determine how the superseded data were derived.
 AJ3628
 AJ3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2710958102(NAD 83)
 AJ3628_MARKER: I = METAL ROD
 AJ3628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3628+WITH SETTING: INFORMATION.
 AJ3628_STAMPING: 4NL1 999
 AJ3628_MARK LOGO: MCDOT 
 AJ3628_PROJECTION: FLUSH
 AJ3628_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3628+STABILITY: POSITION/ELEVATION WELL
 AJ3628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3628+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AJ3628_ROD/PIPE-DEPTH:  1.2 meters
 AJ3628_SLEEVE-DEPTH  :  0.8 meters
 AJ3628
 AJ3628  HISTORY     - Date     Condition        Report By
 AJ3628  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3628  HISTORY     - 20040707 GOOD             EVANS
 AJ3628
 AJ3628                          STATION DESCRIPTION
 AJ3628
 AJ3628'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3628'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF THE CITY OF
 AJ3628'WICKENBURG TOWNSHIP 07 NORTH, RANGE 06 WEST, SECTION 15
 AJ3628'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3628'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 8.4 MI
 AJ3628'(13.5 KM) WEST ON US 60 TO A DIRT (OPENING) ROAD ON THE SOUTH SIDE OF
 AJ3628'US 60 JUST BEYOND A ROADWAY CUT SECTION, THENCE TURN LEFT (SOUTH) ON
 AJ3628'TO DIRT ROAD (THE DIRT ROAD IS 0.3 MI WEST OF MILE POST 102 AND 0.7 MI
 AJ3628'(1.1 KM) EAST OF MILE POST 101), THENCE DRIVE 0.6 MI (1.0 KM)
 AJ3628'SOUTHEASTERLY TO THE RIGHT-OF-WAY FENCE, THENCE SHARPLY CUTTING LEFT
 AJ3628'(NORTHEASTERLY) AND DRIVE 0.5 MI (0.8 KM) TO THE TOP OF A SMALL HILL
 AJ3628'OF THE ROADWAY CUT SECTION AND TO THE STATION AS DESCRIBED
 AJ3628'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3628'COMPRESSED ON A 4 FOOT (1.2 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3628'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3628'WITH A COUNTY LOGO ACCESS COVER STAMPED 4NL1 1999, SURROUNDED WITH A
 AJ3628'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3628'MARKER
 AJ3628'STATION TIES - FURTHEST TO CLOSEST
 AJ3628'200 FT (61.0 M) - SOUTH OF US 60
 AJ3628'26 FT (7.9 M) - EAST OF CENTERLINE OF DIRT ROAD
 AJ3628'7 FT (2.1 M) - NORTH OF RIGHT OF WAY FENCE
 AJ3628'3 FT (0.9 M) - EAST OF CARSONITE WITNESS POST
 AJ3628'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3628'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3628
 AJ3628                          STATION RECOVERY (2004)
 AJ3628
 AJ3628'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 AJ3628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3629 ***********************************************************************
 AJ3629  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3629  DESIGNATION -  4NN2
 AJ3629  PID         -  AJ3629
 AJ3629  STATE/COUNTY-  AZ/MARICOPA
 AJ3629  USGS QUAD   -  OUTLAW HILL (1990)
 AJ3629
 AJ3629                         *CURRENT SURVEY CONTROL
 AJ3629  ___________________________________________________________________
 AJ3629* NAD 83(2007)-  33 56 32.60622(N)    112 58 35.52583(W)     ADJUSTED  
 AJ3629* NAVD 88     -       755.38   (meters)    2478.3    (feet)  GPS OBS   
 AJ3629  ___________________________________________________________________
 AJ3629  EPOCH DATE  -        2007.00
 AJ3629  X           -  -2,067,873.935 (meters)                     COMP
 AJ3629  Y           -  -4,877,158.170 (meters)                     COMP
 AJ3629  Z           -   3,541,552.232 (meters)                     COMP
 AJ3629  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ3629  ELLIP HEIGHT-         725.573 (meters)          (02/10/07) ADJUSTED
 AJ3629  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AJ3629
 AJ3629  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3629  Type    PID    Designation                      North   East  Ellip
 AJ3629  -------------------------------------------------------------------
 AJ3629  NETWORK AJ3629 4NN2                              0.63   0.57   0.98
 AJ3629  -------------------------------------------------------------------
 AJ3629
 AJ3629.The horizontal coordinates were established by GPS observations
 AJ3629.and adjusted by the National Geodetic Survey in February 2007.
 AJ3629
 AJ3629.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3629.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3629.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3629.The epoch date for horizontal control is a decimal equivalence
 AJ3629.of Year/Month/Day.
 AJ3629
 AJ3629.The orthometric height was determined by GPS observations and a
 AJ3629.high-resolution geoid model.
 AJ3629.The orthometric height was determined by GPS observations and a
 AJ3629.high-resolution geoid model using precise GPS observation and
 AJ3629.processing techniques.
 AJ3629
 AJ3629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3629
 AJ3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3629
 AJ3629.The ellipsoidal height was determined by GPS observations
 AJ3629.and is referenced to NAD 83.
 AJ3629
 AJ3629.The geoid height was determined by GEOID03.
 AJ3629
 AJ3629;                    North         East     Units Scale Factor Converg.
 AJ3629;SPC AZ C     -   326,770.352   115,385.921   MT  1.00001829   -0 35 30.6
 AJ3629;SPC AZ C     - 1,072,081.21    378,562.73   iFT  1.00001829   -0 35 30.6
 AJ3629;UTM  12      - 3,757,528.040   317,334.403   MT  1.00001134   -1 06 14.1
 AJ3629
 AJ3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3629!SPC AZ C     -   0.99988611  x   1.00001829  =   0.99990440
 AJ3629!UTM  12      -   0.99988611  x   1.00001134  =   0.99989745
 AJ3629
 AJ3629                          SUPERSEDED SURVEY CONTROL
 AJ3629
 AJ3629  NAD 83(1992)-  33 56 32.60551(N)    112 58 35.52554(W) AD(       ) B
 AJ3629  ELLIP H (04/12/01)  725.594  (m)                       GP(       ) 3 2
 AJ3629
 AJ3629.Superseded values are not recommended for survey control.
 AJ3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3629.See file dsdata.txt to determine how the superseded data were derived.
 AJ3629
 AJ3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1733457528(NAD 83)
 AJ3629_MARKER: I = METAL ROD
 AJ3629_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3629_STAMPING: 4NN2 1999
 AJ3629_MARK LOGO: MCDOT 
 AJ3629_PROJECTION: FLUSH
 AJ3629_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3629+STABILITY: POSITION/ELEVATION WELL
 AJ3629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3629+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3629_ROD/PIPE-DEPTH:  6.7 meters
 AJ3629_SLEEVE-DEPTH  :  0.8 meters
 AJ3629
 AJ3629  HISTORY     - Date     Condition        Report By
 AJ3629  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3629
 AJ3629                          STATION DESCRIPTION
 AJ3629
 AJ3629'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3629'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) WEST OF THE CITY OF
 AJ3629'WICKENBURG TOWNSHIP 07 NORTH, RANGE 07 WEST, SECTION 15
 AJ3629'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3629'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 14.4
 AJ3629'MI (23.2 KM) WEST ON US 60 TO STATION 200 FT (61 M)ON LEFT (SOUTH)
 AJ3629'SIDE OF US 60 (STATION IS 0.65 MI (1.04 KM)EAST OF MILE POST 95 AND
 AJ3629'0.35 MI (0.56 KM) WEST OF MILE POST 96)AS DESCRIBED
 AJ3629'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3629'COMPRESSED ON A 22 FOOT (6.71 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3629'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3629'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NN2 1999, SURROUNDED
 AJ3629'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3629'CARSONITE MARKER
 AJ3629'STATION TIES - FURTHEST TO CLOSEST
 AJ3629'0.65 MI (1.05 KM) - EAST OF MILE POST 95
 AJ3629'0.35 MI (0.56 KM) - WEST OF MILE POST 96
 AJ3629'200 FT (61.0 M) - SOUTH OF US 60
 AJ3629'10 FT (3.0 M) - SOUTH OF A 10 FOOT (3.0 M) WIDE WASH
 AJ3629'5 FT (1.5 M) - NORTH OF RIGHT OF WAY FENCE
 AJ3629'2 FT (0.6 M) - NORTH OF CARSONITE WITNESS POST
 AJ3629'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3629'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3630 ***********************************************************************
 AJ3630  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3630  DESIGNATION -  4NP1
 AJ3630  PID         -  AJ3630
 AJ3630  STATE/COUNTY-  AZ/MARICOPA
 AJ3630  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3630
 AJ3630                         *CURRENT SURVEY CONTROL
 AJ3630  ___________________________________________________________________
 AJ3630* NAD 83(2007)-  33 56 35.10100(N)    113 05 41.98735(W)     ADJUSTED  
 AJ3630* NAVD 88     -       683.32   (meters)    2241.9    (feet)  GPS OBS   
 AJ3630  ___________________________________________________________________
 AJ3630  EPOCH DATE  -        2007.00
 AJ3630  X           -  -2,077,912.893 (meters)                     COMP
 AJ3630  Y           -  -4,872,777.699 (meters)                     COMP
 AJ3630  Z           -   3,541,575.659 (meters)                     COMP
 AJ3630  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AJ3630  ELLIP HEIGHT-         653.309 (meters)          (02/10/07) ADJUSTED
 AJ3630  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AJ3630
 AJ3630  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3630  Type    PID    Designation                      North   East  Ellip
 AJ3630  -------------------------------------------------------------------
 AJ3630  NETWORK AJ3630 4NP1                              0.73   0.67   1.08
 AJ3630  -------------------------------------------------------------------
 AJ3630
 AJ3630.The horizontal coordinates were established by GPS observations
 AJ3630.and adjusted by the National Geodetic Survey in February 2007.
 AJ3630
 AJ3630.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3630.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3630.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3630.The epoch date for horizontal control is a decimal equivalence
 AJ3630.of Year/Month/Day.
 AJ3630
 AJ3630.The orthometric height was determined by GPS observations and a
 AJ3630.high-resolution geoid model.
 AJ3630.The orthometric height was determined by GPS observations and a
 AJ3630.high-resolution geoid model using precise GPS observation and
 AJ3630.processing techniques.
 AJ3630
 AJ3630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3630
 AJ3630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3630
 AJ3630.The ellipsoidal height was determined by GPS observations
 AJ3630.and is referenced to NAD 83.
 AJ3630
 AJ3630.The geoid height was determined by GEOID03.
 AJ3630
 AJ3630;                    North         East     Units Scale Factor Converg.
 AJ3630;SPC AZ C     -   326,966.665   104,435.680   MT  1.00004621   -0 39 28.8
 AJ3630;SPC AZ C     - 1,072,725.28    342,636.75   iFT  1.00004621   -0 39 28.8
 AJ3630;UTM  12      - 3,757,822.219   306,386.304   MT  1.00006213   -1 10 12.5
 AJ3630
 AJ3630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3630!SPC AZ C     -   0.99989745  x   1.00004621  =   0.99994366
 AJ3630!UTM  12      -   0.99989745  x   1.00006213  =   0.99995957
 AJ3630
 AJ3630                          SUPERSEDED SURVEY CONTROL
 AJ3630
 AJ3630  NAD 83(1992)-  33 56 35.10026(N)    113 05 41.98710(W) AD(       ) B
 AJ3630  ELLIP H (04/12/01)  653.330  (m)                       GP(       ) 3 2
 AJ3630
 AJ3630.Superseded values are not recommended for survey control.
 AJ3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3630.See file dsdata.txt to determine how the superseded data were derived.
 AJ3630
 AJ3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0638657822(NAD 83)
 AJ3630_MARKER: I = METAL ROD
 AJ3630_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3630_STAMPING: 4NP1 1999
 AJ3630_MARK LOGO: MCDOT 
 AJ3630_PROJECTION: FLUSH
 AJ3630_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3630+STABILITY: POSITION/ELEVATION WELL
 AJ3630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3630+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3630_ROD/PIPE-DEPTH: 12.0 meters
 AJ3630_SLEEVE-DEPTH  :  0.8 meters
 AJ3630
 AJ3630  HISTORY     - Date     Condition        Report By
 AJ3630  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3630  HISTORY     - 20070428 MARK NOT FOUND   GEOCAC
 AJ3630
 AJ3630                          STATION DESCRIPTION
 AJ3630
 AJ3630'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3630'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) WEST OF THE CITY OF
 AJ3630'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 16
 AJ3630'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3630'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 20.3
 AJ3630'MI (32.7 KM) WEST ON US 60 AND MERGE ONTO SHOULDER OF NORTH SIDE OF US
 AJ3630'60 TO THE EDGE OF PAVEMENT (LOCATED 0.85 MI (1.37 KM) EAST OF MILE
 AJ3630'POST 88) AND THE STATION ABOUT 34.5 FT ON RIGHT (NORTH) OF US 60, THE
 AJ3630'STATION IS DESCRIBED AS
 AJ3630'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3630'COMPRESSED ON A 39.3 FOOT (11.9 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3630'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3630'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NP1 1999, SURROUNDED
 AJ3630'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3630'CARSONITE MARKER
 AJ3630'STATION TIES -
 AJ3630'0.85 MI (1.37 KM) - EAST OF MILE POST 88
 AJ3630'34.5 FT (10.5 M) - NORTH OF EDGE OF PAVEMENT OF US 60 WESTBOUND LANE
 AJ3630'59 FT (18.0 M) - NORTHEASTERLY OF A STOP SIGN OFF NORTH EDGE OF
 AJ3630'PAVEMENT OF US 60
 AJ3630'15 FT (4.6 M) - EAST OF EDGE OF DIRT ROAD
 AJ3630'26.5 FT (8.1 M) - SOUTHEASTERLY OF POWER POLE JUST SOUTH OF BARBED
 AJ3630'WIRE FENCE
 AJ3630'28 FT (8.5 M) - SOUTH OF BARBED WIRE FENCE
 AJ3630'27.3 FT (8.3 M) - SOUTHWESTERLY OF ARIZONA DOT HWY DIVISION ALUMINUM
 AJ3630'CAP IN CONCRETE - DANIELS 1985 P AND M GEODETIC SURVEY
 AJ3630'15 FT (4.6 M) - WEST OF THE TOP OF BANK
 AJ3630'35.9 FT (10.9 M) - NORTHWESTERLY OF ARIZONA DOT HWY DIVISION ALUMINUM
 AJ3630'CAP IN HEADWALL - DANIELS 1985 P AND M GEODETIC SURVEY
 AJ3630'21 FT (6.4 M) - NORTHWESTERLY OR ARIZONA HIGHWAY DEPT P AND M HWY 60
 AJ3630'MILE (96.6 KM) POST 88.85 - 1972 BRASS CAP IN CONCRETE
 AJ3630'2 FT (0.6 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3630'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3630'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3630
 AJ3630                          STATION RECOVERY (2007)
 AJ3630
 AJ3630'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3630'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 AJ3630'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3631 ***********************************************************************
 AJ3631  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3631  DESIGNATION -  4NR1
 AJ3631  PID         -  AJ3631
 AJ3631  STATE/COUNTY-  AZ/MARICOPA
 AJ3631  USGS QUAD   -  AGUILA (1990)
 AJ3631
 AJ3631                         *CURRENT SURVEY CONTROL
 AJ3631  ___________________________________________________________________
 AJ3631* NAD 83(2007)-  33 56 17.89942(N)    113 11 43.16771(W)     ADJUSTED  
 AJ3631* NAVD 88     -       658.70   (meters)    2161.1    (feet)  GPS OBS   
 AJ3631  ___________________________________________________________________
 AJ3631  EPOCH DATE  -        2007.00
 AJ3631  X           -  -2,086,550.672 (meters)                     COMP
 AJ3631  Y           -  -4,869,384.865 (meters)                     COMP
 AJ3631  Z           -   3,541,122.103 (meters)                     COMP
 AJ3631  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AJ3631  ELLIP HEIGHT-         628.576 (meters)          (02/10/07) ADJUSTED
 AJ3631  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AJ3631
 AJ3631  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3631  Type    PID    Designation                      North   East  Ellip
 AJ3631  -------------------------------------------------------------------
 AJ3631  NETWORK AJ3631 4NR1                              0.63   0.57   1.04
 AJ3631  -------------------------------------------------------------------
 AJ3631
 AJ3631.The horizontal coordinates were established by GPS observations
 AJ3631.and adjusted by the National Geodetic Survey in February 2007.
 AJ3631
 AJ3631.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3631.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3631.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3631.The epoch date for horizontal control is a decimal equivalence
 AJ3631.of Year/Month/Day.
 AJ3631
 AJ3631.The orthometric height was determined by GPS observations and a
 AJ3631.high-resolution geoid model.
 AJ3631.The orthometric height was determined by GPS observations and a
 AJ3631.high-resolution geoid model using precise GPS observation and
 AJ3631.processing techniques.
 AJ3631
 AJ3631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3631
 AJ3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3631
 AJ3631.The ellipsoidal height was determined by GPS observations
 AJ3631.and is referenced to NAD 83.
 AJ3631
 AJ3631.The geoid height was determined by GEOID03.
 AJ3631
 AJ3631;                    North         East     Units Scale Factor Converg.
 AJ3631;SPC AZ C     -   326,547.719    95,154.246   MT  1.00007219   -0 42 50.2
 AJ3631;SPC AZ C     - 1,071,350.78    312,185.85   iFT  1.00007219   -0 42 50.2
 AJ3631;UTM  12      - 3,757,486.240   297,101.259   MT  1.00010752   -1 13 33.8
 AJ3631
 AJ3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3631!SPC AZ C     -   0.99990133  x   1.00007219  =   0.99997352
 AJ3631!UTM  12      -   0.99990133  x   1.00010752  =   1.00000884
 AJ3631
 AJ3631                          SUPERSEDED SURVEY CONTROL
 AJ3631
 AJ3631  NAD 83(1992)-  33 56 17.89865(N)    113 11 43.16750(W) AD(       ) B
 AJ3631  ELLIP H (04/12/01)  628.597  (m)                       GP(       ) 3 2
 AJ3631
 AJ3631.Superseded values are not recommended for survey control.
 AJ3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3631.See file dsdata.txt to determine how the superseded data were derived.
 AJ3631
 AJ3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9710157486(NAD 83)
 AJ3631_MARKER: I = METAL ROD
 AJ3631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3631_STAMPING: 4NR1 1999
 AJ3631_MARK LOGO: MCDOT 
 AJ3631_PROJECTION: FLUSH
 AJ3631_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3631+STABILITY: POSITION/ELEVATION WELL
 AJ3631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3631+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2007
 AJ3631_ROD/PIPE-DEPTH: 13.4 meters
 AJ3631_SLEEVE-DEPTH  :  0.8 meters
 AJ3631
 AJ3631  HISTORY     - Date     Condition        Report By
 AJ3631  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3631  HISTORY     - 20070306 GOOD             MCDOT
 AJ3631
 AJ3631                          STATION DESCRIPTION
 AJ3631
 AJ3631'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3631'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3631'AGUILA TOWNSHIP 07 NORTH, RANGE 09 WEST, SECTION 21
 AJ3631'OWNERSHIP - ARIZONA DEPT OF TRANSPORTATION RIGHT OF WAY
 AJ3631'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 28.0
 AJ3631'MI (45.1 KM) WEST ON US 60 TO THE TOWN OF AGUILA, THENCE CONTINUE WEST
 AJ3631'ON US 60 FOR 1.0 MI (1.6 KM) MERGING LEFT (SOUTHERLY) OFF THE HIGHWAY
 AJ3631'AT THE EDGE OF PAVEMENT (0.02 MI EAST OF MILE POST 83) , THENCE
 AJ3631'CONTINUE SOUTH FOR 35.5 FT (10.8 M) BETWEEN TWO BERMS AND TO THE
 AJ3631'STATION AS DESCRIBED
 AJ3631'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3631'COMPRESSED ON A 43 FOOT (13.1 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3631'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3631'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NR1 1999, SURROUNDED
 AJ3631'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3631'CARSONITE MARKER
 AJ3631'STATION TIES - FURTHEST TO CLOSEST
 AJ3631'0.02 MI (0.03 KM) - EAST OF MILE POST 83
 AJ3631'0.1 MI (0.2 KM) - WEST OF FAIRHAVEN RV PARK
 AJ3631'116 FT (35.3 M) - EAST AND 35.5 FT (10.8 M) SOUTH OF MILE POST 83
 AJ3631'48 FT (14.6 M) - EAST AND 35.5 FT (10.8 M) SOUTH OF A BOX CULVERT
 AJ3631'35.5 FT (10.8 M) - SOUTH OF THE EDGE OF PAVEMENT OF EASTBOUND LANES OF
 AJ3631'US 60
 AJ3631'32 FT (9.8 M) - NORTH OF BARBED WIRE FENCE
 AJ3631'ALSO LOCATED IN THE CENTER (BETWEEN) OF TWO BERMS
 AJ3631'5 FT (1.5 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3631'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3631'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3631
 AJ3631                          STATION RECOVERY (2007)
 AJ3631
 AJ3631'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AJ3631'I AM SUBMITTING THIS ON BEHALF OF MICHAEL SMITH OF MARICOPA COUNTY
 AJ3631'FLOOD CONTROL DISTRICT. MICHAEL WROTE ' ...I HAPPENED TO VISIT A GDACS
 AJ3631'POINT OUT PAST AGUILA (MP 83) JUST WEST OF THE FAIRHAVEN RV PARK AND
 AJ3631'THE LID HIS BROKEN AT THE HINGE. ...'
 AJ3631'THE MONUMENT APPEARS TO BE IN GOOD CONDITION.
 AJ3631'BRIAN DALAGER
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3632 ***********************************************************************
 AJ3632  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3632  DESIGNATION -  4NT1
 AJ3632  PID         -  AJ3632
 AJ3632  STATE/COUNTY-  AZ/MARICOPA
 AJ3632  USGS QUAD   -  GLADDEN (1989)
 AJ3632
 AJ3632                         *CURRENT SURVEY CONTROL
 AJ3632  ___________________________________________________________________
 AJ3632* NAD 83(2007)-  33 56 20.59370(N)    113 18 12.88201(W)     ADJUSTED  
 AJ3632* NAVD 88     -       631.22   (meters)    2070.9    (feet)  GPS OBS   
 AJ3632  ___________________________________________________________________
 AJ3632  EPOCH DATE  -        2007.00
 AJ3632  X           -  -2,095,719.726 (meters)                     COMP
 AJ3632  Y           -  -4,865,370.318 (meters)                     COMP
 AJ3632  Z           -   3,541,175.607 (meters)                     COMP
 AJ3632  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AJ3632  ELLIP HEIGHT-         601.037 (meters)          (02/10/07) ADJUSTED
 AJ3632  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ3632
 AJ3632  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3632  Type    PID    Designation                      North   East  Ellip
 AJ3632  -------------------------------------------------------------------
 AJ3632  NETWORK AJ3632 4NT1                              0.65   0.63   1.14
 AJ3632  -------------------------------------------------------------------
 AJ3632
 AJ3632.The horizontal coordinates were established by GPS observations
 AJ3632.and adjusted by the National Geodetic Survey in February 2007.
 AJ3632
 AJ3632.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3632.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3632.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3632.The epoch date for horizontal control is a decimal equivalence
 AJ3632.of Year/Month/Day.
 AJ3632
 AJ3632.The orthometric height was determined by GPS observations and a
 AJ3632.high-resolution geoid model.
 AJ3632.The orthometric height was determined by GPS observations and a
 AJ3632.high-resolution geoid model using precise GPS observation and
 AJ3632.processing techniques.
 AJ3632
 AJ3632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3632
 AJ3632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3632
 AJ3632.The ellipsoidal height was determined by GPS observations
 AJ3632.and is referenced to NAD 83.
 AJ3632
 AJ3632.The geoid height was determined by GEOID03.
 AJ3632
 AJ3632;                    North         East     Units Scale Factor Converg.
 AJ3632;SPC AZ C     -   326,760.735    85,147.096   MT  1.00010258   -0 46 28.0
 AJ3632;SPC AZ C     - 1,072,049.66    279,353.99   iFT  1.00010258   -0 46 28.0
 AJ3632;UTM  12      - 3,757,788.708   287,095.954   MT  1.00015881   -1 17 11.7
 AJ3632
 AJ3632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3632!SPC AZ C     -   0.99990565  x   1.00010258  =   1.00000823
 AJ3632!UTM  12      -   0.99990565  x   1.00015881  =   1.00006445
 AJ3632
 AJ3632                          SUPERSEDED SURVEY CONTROL
 AJ3632
 AJ3632  NAD 83(1992)-  33 56 20.59291(N)    113 18 12.88187(W) AD(       ) B
 AJ3632  ELLIP H (04/12/01)  601.063  (m)                       GP(       ) 3 2
 AJ3632
 AJ3632.Superseded values are not recommended for survey control.
 AJ3632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3632.See file dsdata.txt to determine how the superseded data were derived.
 AJ3632
 AJ3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8709657789(NAD 83)
 AJ3632_MARKER: I = METAL ROD
 AJ3632_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3632_STAMPING: 4NT1 1999
 AJ3632_MARK LOGO: MCDOT 
 AJ3632_PROJECTION: FLUSH
 AJ3632_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3632+STABILITY: POSITION/ELEVATION WELL
 AJ3632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3632+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3632_ROD/PIPE-DEPTH:  7.4 meters
 AJ3632_SLEEVE-DEPTH  :  0.8 meters
 AJ3632
 AJ3632  HISTORY     - Date     Condition        Report By
 AJ3632  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3632
 AJ3632                          STATION DESCRIPTION
 AJ3632
 AJ3632'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3632'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3632'AGUILA TOWNSHIP 07 NORTH, RANGE 10 WEST, SECTION 21
 AJ3632'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3632'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 28.0
 AJ3632'MI (45.1 KM) WEST ON US 60 TO THE TOWN OF AGUILA EXITING OFF US 60 AT
 AJ3632'EAGLE EYE ROAD, THENCE TURN RIGHT (NORTH) ON TO EAGLE EYE ROAD AND
 AJ3632'DRIVE 200 FT (61.0 M) CROSSING THE ARIZONA-CALIFORNIA RAILROAD TRACKS,
 AJ3632'THENCE CONTINUE NORTH FOR 400 FT (121.9 M) TO AN INTERSECTION OF
 AJ3632'VALLEY ROAD, THENCE TURN LEFT (WEST) ON TO VALLEY ROAD AND DRIVE 2.0
 AJ3632'MI (3.2 KM) TO AN INTERSECTION OF A DIRT ROAD, THENCE CONTINUE WEST
 AJ3632'FOR 0.25 MI (0.40 KM) PASSING A WELL ON THE NORTH SIDE OF VALLEY ROAD,
 AJ3632'THENCE CONTINUE WEST FOR 2.25 MI (3.62 KM) TO A SECOND WELL ON THE
 AJ3632'NORTH SIDE OF VALLEY ROAD, THENCE CONTINUE WEST ON VALLEY ROAD FOR 0.5
 AJ3632'MI (0.8 KM) TO A WASH, THENCE CROSS WASH AND CONTINUE WEST ON VALLEY
 AJ3632'ROAD FOR 2.3 MI (3.7 KM) TO A DIRT ROAD ON THE NORTH SIDE OF VALLEY
 AJ3632'ROAD (OVERALL DISTANCE ON VALLEY ROAD FROM EAGLE EYE ROAD TO DIRT ROAD
 AJ3632'TURN OFF IS 7.3 MI (11.7 KM)), THENCE TURN RIGHT (NORTH) ON TO DIRT
 AJ3632'ROAD AND DRIVE 0.1 MI (0.2 KM) AND TO THE STATION AS DESCRIBED
 AJ3632'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3632'COMPRESSED ON A 24.3 FOOT (7.3 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3632'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3632'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4NT1 1999, SURROUNDED
 AJ3632'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3632'CARSONITE MARKER
 AJ3632'STATION TIES - FURTHEST TO CLOSEST
 AJ3632'7.3 MI (11.7 KM) - WEST OF EAGLE EYE ROAD
 AJ3632'0.1 MI (0.2 KM) - NORTH OF VALLEY ROAD
 AJ3632'100 FT (30.5 M) - SOUTH OF A WELL
 AJ3632'16 FT (4.9 M) - WEST OF A 6 FOOT (1.8 M) WIDE CONCRETE DITCH
 AJ3632'15 FT (4.6 M) - EAST OF ROAD
 AJ3632'FROM 2.0 MI (3.2 KM) WEST OF EAGLE EYE ROAD TO 6.0 MI (9.7 KM) WEST OF
 AJ3632'EAGLE EYE ROAD ARE OVERHEAD UTILITY LINES RUNNING ALONG THE SOUTH SIDE
 AJ3632'OF VALLEY ROAD AND A CONCRETE IRRIGATION DITCH THAT RUNS ALONG THE
 AJ3632'NORTH SIDE OF VALLEY ROAD
 AJ3632'VALLEY ROAD IS 400 FT (121.9 M) NORTH OF US 60
 AJ3632'ARIZONA-CALIFORNIA RAILROAD IS 200 FT (61.0 M) NORTH OF US 60
 AJ3632'5 FT (1.5 M) - EAST OF CARSONITE WITNESS POST
 AJ3632'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3632'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3900 ***********************************************************************
 AJ3900  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3900  DESIGNATION -  4OI2
 AJ3900  PID         -  AJ3900
 AJ3900  STATE/COUNTY-  AZ/MARICOPA
 AJ3900  USGS QUAD   -  WICKENBURG (1978)
 AJ3900
 AJ3900                         *CURRENT SURVEY CONTROL
 AJ3900  ___________________________________________________________________
 AJ3900* NAD 83(2007)-  33 58 47.97679(N)    112 42 12.33193(W)     ADJUSTED  
 AJ3900* NAVD 88     -       696.64   (meters)    2285.6    (feet)  GPS OBS   
 AJ3900  ___________________________________________________________________
 AJ3900  EPOCH DATE  -        2007.00
 AJ3900  X           -  -2,043,684.669 (meters)                     COMP
 AJ3900  Y           -  -4,884,765.122 (meters)                     COMP
 AJ3900  Z           -   3,544,979.440 (meters)                     COMP
 AJ3900  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AJ3900  ELLIP HEIGHT-         667.126 (meters)          (02/10/07) ADJUSTED
 AJ3900  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ3900
 AJ3900  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3900  Type    PID    Designation                      North   East  Ellip
 AJ3900  -------------------------------------------------------------------
 AJ3900  NETWORK AJ3900 4OI2                              0.67   0.59   1.02
 AJ3900  -------------------------------------------------------------------
 AJ3900
 AJ3900.The horizontal coordinates were established by GPS observations
 AJ3900.and adjusted by the National Geodetic Survey in February 2007.
 AJ3900
 AJ3900.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3900.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3900.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3900.The epoch date for horizontal control is a decimal equivalence
 AJ3900.of Year/Month/Day.
 AJ3900
 AJ3900.The orthometric height was determined by GPS observations and a
 AJ3900.high-resolution geoid model.
 AJ3900.The orthometric height was determined by GPS observations and a
 AJ3900.high-resolution geoid model using precise GPS observation and
 AJ3900.processing techniques.
 AJ3900
 AJ3900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3900
 AJ3900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3900
 AJ3900.The ellipsoidal height was determined by GPS observations
 AJ3900.and is referenced to NAD 83.
 AJ3900
 AJ3900.The geoid height was determined by GEOID03.
 AJ3900
 AJ3900;                    North         East     Units Scale Factor Converg.
 AJ3900;SPC AZ C     -   330,713.876   140,664.820   MT  0.99996512   -0 26 23.1
 AJ3900;SPC AZ C     - 1,085,019.28    461,498.75   iFT  0.99996512   -0 26 23.1
 AJ3900;UTM  12      - 3,761,245.260   342,646.705   MT  0.99990523   -0 57 08.1
 AJ3900
 AJ3900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3900!SPC AZ C     -   0.99989528  x   0.99996512  =   0.99986041
 AJ3900!UTM  12      -   0.99989528  x   0.99990523  =   0.99980052
 AJ3900
 AJ3900                          SUPERSEDED SURVEY CONTROL
 AJ3900
 AJ3900  NAD 83(1992)-  33 58 47.97621(N)    112 42 12.33153(W) AD(       ) B
 AJ3900  ELLIP H (04/12/01)  667.141  (m)                       GP(       ) 3 2
 AJ3900
 AJ3900.Superseded values are not recommended for survey control.
 AJ3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3900.See file dsdata.txt to determine how the superseded data were derived.
 AJ3900
 AJ3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4264761245(NAD 83)
 AJ3900_MARKER: I = METAL ROD
 AJ3900_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3900+WITH SETTING: INFORMATION.
 AJ3900_STAMPING: 4OI2 2/00
 AJ3900_MARK LOGO: MCDOT 
 AJ3900_PROJECTION: FLUSH
 AJ3900_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3900+STABILITY: POSITION/ELEVATION WELL
 AJ3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3900+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3900_ROD/PIPE-DEPTH:  2.4 meters
 AJ3900_SLEEVE-DEPTH  :  0.8 meters
 AJ3900
 AJ3900  HISTORY     - Date     Condition        Report By
 AJ3900  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3900  HISTORY     - 20060122 POOR             GEOCAC
 AJ3900
 AJ3900                          STATION DESCRIPTION
 AJ3900
 AJ3900'DESCRIBED BY MARICOPA CO DOT 2000 (JJR)
 AJ3900'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF THE TOWN OF
 AJ3900'WICKENBURG, TOWNSHIP 7 NORTH, RANGE 4 WEST, SECTION 6
 AJ3900'OWNERSHIP - STATE LAND
 AJ3900'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND EL RECREO DRIVE
 AJ3900'BEING 0.2 MI (0.3 KM) WEST OF MILEPOST 111 AND 0.2 MI (0.3 KM) EAST OF
 AJ3900'THE HASSAYAMPA RIVER ON US 60, DRIVE NORTHEASTERLY ON EL RECREO DRIVE
 AJ3900'0.3 MI (0.5 KM) TO THE INTERSECTION OF EL RECREO DRIVE AND EL RECREO
 AJ3900'ROAD (NOTE AT THIS INTERSECTION EL RECREO DRIVE BECOMES CONSTELLATION
 AJ3900'ROAD) , THENCE DRIVE NORTHEASTERLY 1.1 MI (1.8 KM) TO THE STATION 37
 AJ3900'FT (11.3 M) LEFT OF THE CENTERLINE OF CONSTELLATION ROAD
 AJ3900'THE STATION IS MARKED BY AN ALUMINUM CAP COMPRESSED ON A 8 FOOT (2.4
 AJ3900'M) STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1 INCH GREASED
 AJ3900'PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE WITH A COUNTY LOGO ACCESS
 AJ3900'COVER STAMPED 4OI2 2/00, SURROUNDED WITH A CONCRETE COLLAR FLUSH WITH
 AJ3900'THE GROUND, WITNESSED BY A WHITE CARSONITE POST
 AJ3900'STATION TIES -
 AJ3900'37 FT (11.3 M) NORTHWEST OF THE CENTERLINE OF CONSTELLATION ROAD
 AJ3900'300 FT (91.4 M) SOUTHWEST OF A CATTLE GUARD
 AJ3900'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3900'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3900
 AJ3900                          STATION RECOVERY (2006)
 AJ3900
 AJ3900'RECOVERY NOTE BY GEOCACHING 2006 (RHT)
 AJ3900'RECOVERED AS DESCRIBED. THE CAP IS MISSING, BUT OTHER WISE THE STAYION
 AJ3900'IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3633 ***********************************************************************
 AJ3633  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3633  DESIGNATION -  4OK6
 AJ3633  PID         -  AJ3633
 AJ3633  STATE/COUNTY-  AZ/MARICOPA
 AJ3633  USGS QUAD   -  VULTURE PEAK (1990)
 AJ3633
 AJ3633                         *CURRENT SURVEY CONTROL
 AJ3633  ___________________________________________________________________
 AJ3633* NAD 83(2007)-  33 59 31.89948(N)    112 49 10.89224(W)     ADJUSTED  
 AJ3633* NAVD 88     -       708.23   (meters)    2323.6    (feet)  GPS OBS   
 AJ3633  ___________________________________________________________________
 AJ3633  EPOCH DATE  -        2007.00
 AJ3633  X           -  -2,053,303.080 (meters)                     COMP
 AJ3633  Y           -  -4,879,919.382 (meters)                     COMP
 AJ3633  Z           -   3,546,108.143 (meters)                     COMP
 AJ3633  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AJ3633  ELLIP HEIGHT-         678.641 (meters)          (02/10/07) ADJUSTED
 AJ3633  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ3633
 AJ3633  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3633  Type    PID    Designation                      North   East  Ellip
 AJ3633  -------------------------------------------------------------------
 AJ3633  NETWORK AJ3633 4OK6                              0.59   0.55   0.96
 AJ3633  -------------------------------------------------------------------
 AJ3633
 AJ3633.The horizontal coordinates were established by GPS observations
 AJ3633.and adjusted by the National Geodetic Survey in February 2007.
 AJ3633
 AJ3633.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3633.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3633.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3633.The epoch date for horizontal control is a decimal equivalence
 AJ3633.of Year/Month/Day.
 AJ3633
 AJ3633.The orthometric height was determined by GPS observations and a
 AJ3633.high-resolution geoid model.
 AJ3633.The orthometric height was determined by GPS observations and a
 AJ3633.high-resolution geoid model using precise GPS observation and
 AJ3633.processing techniques.
 AJ3633
 AJ3633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3633
 AJ3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3633
 AJ3633.The ellipsoidal height was determined by GPS observations
 AJ3633.and is referenced to NAD 83.
 AJ3633
 AJ3633.The geoid height was determined by GEOID03.
 AJ3633
 AJ3633;                    North         East     Units Scale Factor Converg.
 AJ3633;SPC AZ C     -   332,155.686   129,933.579   MT  0.99998577   -0 30 17.6
 AJ3633;SPC AZ C     - 1,089,749.63    426,291.27   iFT  0.99998577   -0 30 17.6
 AJ3633;UTM  12      - 3,762,782.944   331,929.314   MT  0.99994823   -1 01 03.3
 AJ3633
 AJ3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3633!SPC AZ C     -   0.99989348  x   0.99998577  =   0.99987925
 AJ3633!UTM  12      -   0.99989348  x   0.99994823  =   0.99984171
 AJ3633
 AJ3633                          SUPERSEDED SURVEY CONTROL
 AJ3633
 AJ3633  NAD 83(1992)-  33 59 31.89883(N)    112 49 10.89189(W) AD(       ) B
 AJ3633  ELLIP H (04/12/01)  678.663  (m)                       GP(       ) 3 2
 AJ3633
 AJ3633.Superseded values are not recommended for survey control.
 AJ3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3633.See file dsdata.txt to determine how the superseded data were derived.
 AJ3633
 AJ3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3192962783(NAD 83)
 AJ3633_MARKER: I = METAL ROD
 AJ3633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3633_STAMPING: 4OK6 1999
 AJ3633_MARK LOGO: MCDOT 
 AJ3633_PROJECTION: FLUSH
 AJ3633_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3633+STABILITY: POSITION/ELEVATION WELL
 AJ3633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3633+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3633_ROD/PIPE-DEPTH: 10.4 meters
 AJ3633_SLEEVE-DEPTH  :  0.8 meters
 AJ3633
 AJ3633  HISTORY     - Date     Condition        Report By
 AJ3633  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3633
 AJ3633                          STATION DESCRIPTION
 AJ3633
 AJ3633'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3633'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHWEST OF THE CITY OF
 AJ3633'WICKENBURG TOWNSHIP 08 NORTH, RANGE 05 WEST, SECTION 31
 AJ3633'OWNERSHIP - STATE TRUST LAND
 AJ3633'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 4.4 MI
 AJ3633'(7.1 KM) NORTHWEST ON US 93 TO RANCHO CASITAS ROAD, THENCE TURN LEFT
 AJ3633'(SOUTHWESTERLY) ON TO RANCHO CASITAS ROAD AND DRIVE 0.7 MI (1.1 KM) TO
 AJ3633'A FORK IN THE ROAD, BEAR RIGHT AT FORK AND DRIVE 1.1 MI (1.8 KM) WEST
 AJ3633'CROSSING RAILROAD TRACKS TO A DIRT ROAD ON THE SOUTH SIDE OF RANCHO
 AJ3633'CASITAS ROAD, THENCE TURN LEFT (SOUTH) ON TO DIRT ROAD AND DRIVE 0.3
 AJ3633'MI (0.5 KM) TO A BEND IN ROAD, THENCE CONTINUE WEST SOUTHWEST AROUND
 AJ3633'BEND FOR 1.1 MI (1.8 KM) THEN PARKING AND HIKING TO THE EAST END OF
 AJ3633'THE TOP OF A LOW RIDGE AND TO THE STATION AS DESCRIBED
 AJ3633'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3633'COMPRESSED ON A 34 FOOT (10.36 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3633'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3633'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OK6 1999, SURROUNDED
 AJ3633'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3633'CARSONITE MARKER
 AJ3633'STATION TIES - FURTHEST TO CLOSEST
 AJ3633'200 FT (61.0 M) - NORTH OF RAILROAD TRACKS
 AJ3633'1 FT (0.3 M) - EAST OF CARSONITE WITNESS POST
 AJ3633'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3633'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3634 ***********************************************************************
 AJ3634  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3634  DESIGNATION -  4OM2
 AJ3634  PID         -  AJ3634
 AJ3634  STATE/COUNTY-  AZ/MARICOPA
 AJ3634  USGS QUAD   -  OUTLAW HILL (1990)
 AJ3634
 AJ3634                         *CURRENT SURVEY CONTROL
 AJ3634  ___________________________________________________________________
 AJ3634* NAD 83(2007)-  33 59 10.85953(N)    112 55 50.40357(W)     ADJUSTED  
 AJ3634* NAVD 88     -       752.48   (meters)    2468.8    (feet)  GPS OBS   
 AJ3634  ___________________________________________________________________
 AJ3634  EPOCH DATE  -        2007.00
 AJ3634  X           -  -2,062,906.551 (meters)                     COMP
 AJ3634  Y           -  -4,876,300.748 (meters)                     COMP
 AJ3634  Z           -   3,545,595.257 (meters)                     COMP
 AJ3634  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AJ3634  ELLIP HEIGHT-         722.801 (meters)          (02/10/07) ADJUSTED
 AJ3634  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AJ3634
 AJ3634  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3634  Type    PID    Designation                      North   East  Ellip
 AJ3634  -------------------------------------------------------------------
 AJ3634  NETWORK AJ3634 4OM2                              0.45   0.41   0.94
 AJ3634  -------------------------------------------------------------------
 AJ3634
 AJ3634.The horizontal coordinates were established by GPS observations
 AJ3634.and adjusted by the National Geodetic Survey in February 2007.
 AJ3634
 AJ3634.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3634.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3634.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3634.The epoch date for horizontal control is a decimal equivalence
 AJ3634.of Year/Month/Day.
 AJ3634
 AJ3634.The orthometric height was determined by GPS observations and a
 AJ3634.high-resolution geoid model.
 AJ3634.The orthometric height was determined by GPS observations and a
 AJ3634.high-resolution geoid model using precise GPS observation and
 AJ3634.processing techniques.
 AJ3634
 AJ3634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3634
 AJ3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3634
 AJ3634.The ellipsoidal height was determined by GPS observations
 AJ3634.and is referenced to NAD 83.
 AJ3634
 AJ3634.The geoid height was determined by GEOID03.
 AJ3634
 AJ3634;                    North         East     Units Scale Factor Converg.
 AJ3634;SPC AZ C     -   331,603.339   119,674.273   MT  1.00000816   -0 34 00.7
 AJ3634;SPC AZ C     - 1,087,937.46    392,632.13   iFT  1.00000816   -0 34 00.7
 AJ3634;UTM  12      - 3,762,322.430   321,665.752   MT  0.99999206   -1 04 46.3
 AJ3634
 AJ3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3634!SPC AZ C     -   0.99988654  x   1.00000816  =   0.99989470
 AJ3634!UTM  12      -   0.99988654  x   0.99999206  =   0.99987861
 AJ3634
 AJ3634                          SUPERSEDED SURVEY CONTROL
 AJ3634
 AJ3634  NAD 83(1992)-  33 59 10.85886(N)    112 55 50.40326(W) AD(       ) B
 AJ3634  ELLIP H (04/12/01)  722.822  (m)                       GP(       ) 3 2
 AJ3634
 AJ3634.Superseded values are not recommended for survey control.
 AJ3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3634.See file dsdata.txt to determine how the superseded data were derived.
 AJ3634
 AJ3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2166662322(NAD 83)
 AJ3634_MARKER: I = METAL ROD
 AJ3634_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3634_STAMPING: 4OM2 1999
 AJ3634_MARK LOGO: MCDOT 
 AJ3634_PROJECTION: FLUSH
 AJ3634_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3634+STABILITY: POSITION/ELEVATION WELL
 AJ3634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3634+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3634_ROD/PIPE-DEPTH:  9.8 meters
 AJ3634_SLEEVE-DEPTH  :  0.8 meters
 AJ3634
 AJ3634  HISTORY     - Date     Condition        Report By
 AJ3634  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3634
 AJ3634                          STATION DESCRIPTION
 AJ3634
 AJ3634'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3634'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) WEST OF THE CITY OF
 AJ3634'WICKENBURG TOWNSHIP 07 NORTH, RANGE 06 WEST, SECTION 06
 AJ3634'OWNERSHIP - STATE TRUST LAND
 AJ3634'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 10.4
 AJ3634'MI (16.7 KM) WEST ON US 60 TO A DIRT ROAD WITH A GATE ON THE RIGHT OF
 AJ3634'WAY FENCE ON THE RIGHT (NORTH) SIDE OF US 60, THENCE TURN RIGHT
 AJ3634'(NORTH) ON TO DIRT ROAD AND DRIVE 3.0 MI (4.8 KM) TO A Y INTERSECTION
 AJ3634'(N 33-58-43.0 W 112-55-41.8) , THENCE CONTINUE STRAIGHT (NORTH) FOR
 AJ3634'1.0 MI (1.6 KM) AND TO THE STATION AS DESCRIBED
 AJ3634'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3634'COMPRESSED ON A 32 FOOT (9.8 M) STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AJ3634'ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC PIPE
 AJ3634'WITH A COUNTY LOGO ACCESS COVER STAMPED 4OM2 1999, SURROUNDED WITH A
 AJ3634'CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE CARSONITE
 AJ3634'MARKER
 AJ3634'STATION TIES - FURTHEST TO CLOSEST
 AJ3634'4.0 MI (6.4 KM) - NORTH OF US 60
 AJ3634'0.5 MI (0.8 KM) - EAST - DIRT ROAD IS OF MILE POST 99
 AJ3634'0.5 MI (0.8 KM) - WEST - DIRT ROAD IS OF MILE POST 100
 AJ3634'85 FT (25.9 M) - NORTHEASTERLY OF DIRT ROAD
 AJ3634'70 FT (21.3 M) - SOUTHEASTERLY OF GLO BC, TOWNSHIP COR 7 AND 8 NORTH,
 AJ3634'6 AND 7 WEST
 AJ3634'STATION ALSO LOCATED SOUTHEAST OF RAILROAD TRACKS
 AJ3634'1 FT (0.3 M) - SOUTHWESTERLY OF CARSONITE WITNESS POST
 AJ3634'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3634'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3635 ***********************************************************************
 AJ3635  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3635  DESIGNATION -  4OO1
 AJ3635  PID         -  AJ3635
 AJ3635  STATE/COUNTY-  AZ/MARICOPA
 AJ3635  USGS QUAD   -  FOREPAUGH PEAK (1990)
 AJ3635
 AJ3635                         *CURRENT SURVEY CONTROL
 AJ3635  ___________________________________________________________________
 AJ3635* NAD 83(2007)-  33 58 24.17866(N)    113 02 22.54845(W)     ADJUSTED  
 AJ3635* NAVD 88     -       703.90   (meters)    2309.4    (feet)  GPS OBS   
 AJ3635  ___________________________________________________________________
 AJ3635  EPOCH DATE  -        2007.00
 AJ3635  X           -  -2,072,472.321 (meters)                     COMP
 AJ3635  Y           -  -4,873,072.615 (meters)                     COMP
 AJ3635  Z           -   3,544,375.165 (meters)                     COMP
 AJ3635  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AJ3635  ELLIP HEIGHT-         674.026 (meters)          (02/10/07) ADJUSTED
 AJ3635  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AJ3635
 AJ3635  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3635  Type    PID    Designation                      North   East  Ellip
 AJ3635  -------------------------------------------------------------------
 AJ3635  NETWORK AJ3635 4OO1                              0.61   0.55   1.10
 AJ3635  -------------------------------------------------------------------
 AJ3635
 AJ3635.The horizontal coordinates were established by GPS observations
 AJ3635.and adjusted by the National Geodetic Survey in February 2007.
 AJ3635
 AJ3635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3635.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3635.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3635.The epoch date for horizontal control is a decimal equivalence
 AJ3635.of Year/Month/Day.
 AJ3635
 AJ3635.The orthometric height was determined by GPS observations and a
 AJ3635.high-resolution geoid model.
 AJ3635.The orthometric height was determined by GPS observations and a
 AJ3635.high-resolution geoid model using precise GPS observation and
 AJ3635.processing techniques.
 AJ3635
 AJ3635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3635
 AJ3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3635
 AJ3635.The ellipsoidal height was determined by GPS observations
 AJ3635.and is referenced to NAD 83.
 AJ3635
 AJ3635.The geoid height was determined by GEOID03.
 AJ3635
 AJ3635;                    North         East     Units Scale Factor Converg.
 AJ3635;SPC AZ C     -   330,269.992   109,593.857   MT  1.00003269   -0 37 39.2
 AJ3635;SPC AZ C     - 1,083,562.97    359,559.90   iFT  1.00003269   -0 37 39.2
 AJ3635;UTM  12      - 3,761,079.325   311,573.867   MT  1.00003769   -1 08 24.3
 AJ3635
 AJ3635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3635!SPC AZ C     -   0.99989420  x   1.00003269  =   0.99992689
 AJ3635!UTM  12      -   0.99989420  x   1.00003769  =   0.99993189
 AJ3635
 AJ3635                          SUPERSEDED SURVEY CONTROL
 AJ3635
 AJ3635  NAD 83(1992)-  33 58 24.17795(N)    113 02 22.54818(W) AD(       ) B
 AJ3635  ELLIP H (04/12/01)  674.048  (m)                       GP(       ) 3 2
 AJ3635
 AJ3635.Superseded values are not recommended for survey control.
 AJ3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3635.See file dsdata.txt to determine how the superseded data were derived.
 AJ3635
 AJ3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1157461079(NAD 83)
 AJ3635_MARKER: I = METAL ROD
 AJ3635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3635_STAMPING: 4OO1 1999
 AJ3635_MARK LOGO: MCDOT 
 AJ3635_PROJECTION: FLUSH
 AJ3635_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3635+STABILITY: POSITION/ELEVATION WELL
 AJ3635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3635+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3635_ROD/PIPE-DEPTH: 20.7 meters
 AJ3635_SLEEVE-DEPTH  :  0.8 meters
 AJ3635
 AJ3635  HISTORY     - Date     Condition        Report By
 AJ3635  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3635
 AJ3635                          STATION DESCRIPTION
 AJ3635
 AJ3635'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3635'THE STATION IS LOCATED ABOUT 18.8 MI (30.3 KM) WEST OF THE CITY OF
 AJ3635'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 01
 AJ3635'OWNERSHIP - ARIZONA AND CALIFORNIA RAILROAD RIGHT OF WAY
 AJ3635'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 18.8
 AJ3635'MI (30.3 KM) WEST ON US 60 TO FORPAUGH PEAK ROAD ( 0.7 MI (1.1 KM)
 AJ3635'WEST OF MILE POST 92 AND 0.3 MI (0.5 KM) EAST OF MILE POST 91) ,
 AJ3635'THENCE TURN RIGHT (NORTH) ON TO FORPAUGH PEAK ROAD AND DRIVE 1.3 MI
 AJ3635'(2.1 KM) TO AN INTERSECTION OF ABBOTT ROAD, THENCE CONTINUE NORTH FOR
 AJ3635'0.6 MI (1.0 KM) PASSING A HOUSE WITH SEPARATE GARAGE ON EAST SIDE OF
 AJ3635'FORPAUGH PEAK ROAD, THENCE CONTINUE NORTH TO THE ARIZONA-CALIFORNIA
 AJ3635'RAILROAD TRACKS (CROSSING A CATTLE GUARD WITH GATE JUST SOUTH OF
 AJ3635'TRACKS) , THENCE CONTINUE NORTH ON FORPAUGH PEAK ROAD FOR 0.1 MI (0.2
 AJ3635'KM) TO A BEND IN ROAD, THENCE BEAR RIGHT (EAST) AT BEND IN ROAD AND
 AJ3635'CONTINUE EAST FOR 0.3 MI (0.5 KM) TO A CATTLE GUARD, THENCE CONTINUE
 AJ3635'0.7 MI (1.1 KM) TO WHERE THE ROAD BEARS NORTH, THENCE PARK AND WALK
 AJ3635'THROUGH GATE IN BARBED WIRE FENCE AND TO THE STATION AS DESCRIBED
 AJ3635'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3635'COMPRESSED ON A 68 FOOT (20.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3635'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3635'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OO1 1999, SURROUNDED
 AJ3635'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3635'CARSONITE MARKER
 AJ3635'STATION TIES - FURTHEST TO CLOSEST
 AJ3635'2.0 MI (3.2 KM) - NORTH OF US 60
 AJ3635'1.0 MI (1.6 KM) - EAST OF FORPAUGH PEAK ROAD
 AJ3635'5 FT (1.5 M) - SOUTH OF BARBED WIRE FENCE
 AJ3635'5 FT (1.5 M) - WEST OF FENCE CORNER
 AJ3635'1 FT (0.3 M) - NORTH OF CARSONITE WITNESS POST
 AJ3635'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3635'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3636 ***********************************************************************
 AJ3636  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3636  DESIGNATION -  4OQ1
 AJ3636  PID         -  AJ3636
 AJ3636  STATE/COUNTY-  AZ/MARICOPA
 AJ3636  USGS QUAD   -  AGUILA (1990)
 AJ3636
 AJ3636                         *CURRENT SURVEY CONTROL
 AJ3636  ___________________________________________________________________
 AJ3636* NAD 83(2007)-  33 59 06.60853(N)    113 08 15.81665(W)     ADJUSTED  
 AJ3636* NAVD 88     -       683.66   (meters)    2243.0    (feet)  GPS OBS   
 AJ3636  ___________________________________________________________________
 AJ3636  EPOCH DATE  -        2007.00
 AJ3636  X           -  -2,080,521.574 (meters)                     COMP
 AJ3636  Y           -  -4,868,828.464 (meters)                     COMP
 AJ3636  Z           -   3,545,447.983 (meters)                     COMP
 AJ3636  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AJ3636  ELLIP HEIGHT-         653.648 (meters)          (02/10/07) ADJUSTED
 AJ3636  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AJ3636
 AJ3636  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3636  Type    PID    Designation                      North   East  Ellip
 AJ3636  -------------------------------------------------------------------
 AJ3636  NETWORK AJ3636 4OQ1                              0.61   0.55   1.04
 AJ3636  -------------------------------------------------------------------
 AJ3636
 AJ3636.The horizontal coordinates were established by GPS observations
 AJ3636.and adjusted by the National Geodetic Survey in February 2007.
 AJ3636
 AJ3636.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3636.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3636.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3636.The epoch date for horizontal control is a decimal equivalence
 AJ3636.of Year/Month/Day.
 AJ3636
 AJ3636.The orthometric height was determined by GPS observations and a
 AJ3636.high-resolution geoid model.
 AJ3636.The orthometric height was determined by GPS observations and a
 AJ3636.high-resolution geoid model using precise GPS observation and
 AJ3636.processing techniques.
 AJ3636
 AJ3636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3636
 AJ3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3636
 AJ3636.The ellipsoidal height was determined by GPS observations
 AJ3636.and is referenced to NAD 83.
 AJ3636
 AJ3636.The geoid height was determined by GEOID03.
 AJ3636
 AJ3636;                    North         East     Units Scale Factor Converg.
 AJ3636;SPC AZ C     -   331,680.979   100,541.068   MT  1.00005686   -0 40 57.4
 AJ3636;SPC AZ C     - 1,088,192.19    329,859.15   iFT  1.00005686   -0 40 57.4
 AJ3636;UTM  12      - 3,762,571.270   302,533.933   MT  1.00008070   -1 11 43.2
 AJ3636
 AJ3636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3636!SPC AZ C     -   0.99989740  x   1.00005686  =   0.99995425
 AJ3636!UTM  12      -   0.99989740  x   1.00008070  =   0.99997809
 AJ3636
 AJ3636                          SUPERSEDED SURVEY CONTROL
 AJ3636
 AJ3636  NAD 83(1992)-  33 59 06.60780(N)    113 08 15.81642(W) AD(       ) B
 AJ3636  ELLIP H (04/12/01)  653.669  (m)                       GP(       ) 3 2
 AJ3636
 AJ3636.Superseded values are not recommended for survey control.
 AJ3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3636.See file dsdata.txt to determine how the superseded data were derived.
 AJ3636
 AJ3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0253462571(NAD 83)
 AJ3636_MARKER: I = METAL ROD
 AJ3636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3636_STAMPING: 4OQ1 1999
 AJ3636_MARK LOGO: MCDOT 
 AJ3636_PROJECTION: FLUSH
 AJ3636_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3636+STABILITY: POSITION/ELEVATION WELL
 AJ3636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3636+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 AJ3636_ROD/PIPE-DEPTH: 16.5 meters
 AJ3636_SLEEVE-DEPTH  :  0.8 meters
 AJ3636
 AJ3636  HISTORY     - Date     Condition        Report By
 AJ3636  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3636  HISTORY     - 20070428 GOOD             GEOCAC
 AJ3636
 AJ3636                          STATION DESCRIPTION
 AJ3636
 AJ3636'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3636'THE STATION IS LOCATED ABOUT 23.0 MI (37.0 KM) WEST OF THE CITY OF
 AJ3636'WICKENBURG TOWNSHIP 07 NORTH, RANGE 08 WEST, SECTION 06
 AJ3636'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3636'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 23.0
 AJ3636'MI (37.0 KM) WEST ON US 60 TO STATE ROUTE 71 (0.1 MI EAST OF MILE POST
 AJ3636'86) , THENCE TURN RIGHT (NORTH) ON TO STATE ROUTE 71 AND DRIVE 0.6 MI
 AJ3636'(1.0 KM) TO THE ARIZONA-CALIFORNIA RAILROAD TRACKS, THENCE CROSS
 AJ3636'TRACKS AND CONTINUE NORTH FOR 1.5 MI (2.4 KM) TO HOUSES AND FARM
 AJ3636'BUILDINGS ON WEST SIDE OF STATE ROUTE 71 JUST SOUTH OF A DIRT ROAD,
 AJ3636'THENCE CONTINUE NORTH ON STATE ROUTE 71 FOR 0.3 MI (0.5 KM) TO MILE
 AJ3636'POST 86, THENCE CONTINUE NORTHEASTERLY ON STATE ROUTE 71 FOR 0.6 MI
 AJ3636'(1.0 KM) TO A TURN OUT ALONG THE EAST SIDE OF THE HIGHWAY AND TO THE
 AJ3636'STATION AS DESCRIBED
 AJ3636'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3636'COMPRESSED ON A 54 FOOT (16.46 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3636'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3636'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OQ1 1999, SURROUNDED
 AJ3636'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3636'CARSONITE MARKER
 AJ3636'STATION TIES - FURTHEST TO CLOSEST
 AJ3636'3.0 MI (4.8 KM) - NORTH OF US 60
 AJ3636'94.5 FT (28.8 M) - WEST OF STATE ROUTE 71
 AJ3636'5 FT (1.5 M) - EAST OF BARBED WIRE FENCE
 AJ3636'10 FT (3.0 M) - WEST OF CARSONITE WITNESS POST
 AJ3636'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3636'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3636
 AJ3636                          STATION RECOVERY (2007)
 AJ3636
 AJ3636'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AJ3636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3637 ***********************************************************************
 AJ3637  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3637  DESIGNATION -  4OS2
 AJ3637  PID         -  AJ3637
 AJ3637  STATE/COUNTY-  AZ/MARICOPA
 AJ3637  USGS QUAD   -  AGUILA (1990)
 AJ3637
 AJ3637                         *CURRENT SURVEY CONTROL
 AJ3637  ___________________________________________________________________
 AJ3637* NAD 83(2007)-  33 59 07.33790(N)    113 14 45.02032(W)     ADJUSTED  
 AJ3637* NAVD 88     -       650.78   (meters)    2135.1    (feet)  GPS OBS   
 AJ3637  ___________________________________________________________________
 AJ3637  EPOCH DATE  -        2007.00
 AJ3637  X           -  -2,089,689.167 (meters)                     COMP
 AJ3637  Y           -  -4,864,857.364 (meters)                     COMP
 AJ3637  Z           -   3,545,448.183 (meters)                     COMP
 AJ3637  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ3637  ELLIP HEIGHT-         620.665 (meters)          (02/10/07) ADJUSTED
 AJ3637  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AJ3637
 AJ3637  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3637  Type    PID    Designation                      North   East  Ellip
 AJ3637  -------------------------------------------------------------------
 AJ3637  NETWORK AJ3637 4OS2                              0.53   0.49   0.96
 AJ3637  -------------------------------------------------------------------
 AJ3637
 AJ3637.The horizontal coordinates were established by GPS observations
 AJ3637.and adjusted by the National Geodetic Survey in February 2007.
 AJ3637
 AJ3637.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3637.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3637.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3637.The epoch date for horizontal control is a decimal equivalence
 AJ3637.of Year/Month/Day.
 AJ3637
 AJ3637.The orthometric height was determined by GPS observations and a
 AJ3637.high-resolution geoid model.
 AJ3637.The orthometric height was determined by GPS observations and a
 AJ3637.high-resolution geoid model using precise GPS observation and
 AJ3637.processing techniques.
 AJ3637
 AJ3637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3637
 AJ3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3637
 AJ3637.The ellipsoidal height was determined by GPS observations
 AJ3637.and is referenced to NAD 83.
 AJ3637
 AJ3637.The geoid height was determined by GEOID03.
 AJ3637
 AJ3637;                    North         East     Units Scale Factor Converg.
 AJ3637;SPC AZ C     -   331,827.744    90,551.771   MT  1.00008586   -0 44 35.1
 AJ3637;SPC AZ C     - 1,088,673.70    297,085.86   iFT  1.00008586   -0 44 35.1
 AJ3637;UTM  12      - 3,762,807.429   292,546.007   MT  1.00013056   -1 15 21.0
 AJ3637
 AJ3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3637!SPC AZ C     -   0.99990257  x   1.00008586  =   0.99998843
 AJ3637!UTM  12      -   0.99990257  x   1.00013056  =   1.00003312
 AJ3637
 AJ3637                          SUPERSEDED SURVEY CONTROL
 AJ3637
 AJ3637  NAD 83(1992)-  33 59 07.33713(N)    113 14 45.02013(W) AD(       ) B
 AJ3637  ELLIP H (04/12/01)  620.683  (m)                       GP(       ) 3 2
 AJ3637
 AJ3637.Superseded values are not recommended for survey control.
 AJ3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3637.See file dsdata.txt to determine how the superseded data were derived.
 AJ3637
 AJ3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9254662807(NAD 83)
 AJ3637_MARKER: I = METAL ROD
 AJ3637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3637_STAMPING: 4OS2 1999
 AJ3637_MARK LOGO: MCDOT 
 AJ3637_PROJECTION: FLUSH
 AJ3637_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3637+STABILITY: POSITION/ELEVATION WELL
 AJ3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3637+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3637_ROD/PIPE-DEPTH:  9.3 meters
 AJ3637_SLEEVE-DEPTH  :  0.8 meters
 AJ3637
 AJ3637  HISTORY     - Date     Condition        Report By
 AJ3637  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3637  HISTORY     - 20031124 POOR             MCDOT
 AJ3637
 AJ3637                          STATION DESCRIPTION
 AJ3637
 AJ3637'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3637'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3637'AGUILA TOWNSHIP 07 NORTH, RANGE 09 WEST, SECTION 06
 AJ3637'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3637'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 26.0
 AJ3637'MI (41.8 KM) WEST ON US 60 TO THE TOWN OF AGUILA AND EAGLE EYE ROAD,
 AJ3637'THENCE TURN RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 2.0 MI (3.2
 AJ3637'KM) (CROSSING THE ARIZONA-CALIFORNIA RAILROAD TRACKS LOCATED 200 FT
 AJ3637'(61.0 M) NORTH OF US 60) TO A DIRT INTERSECTION ON EAGLE EYE ROAD,
 AJ3637'THENCE TURN LEFT (WEST) ON TO DIRT ROAD AND DRIVE 2.0 MI (3.2 KM) WEST
 AJ3637'TO AN INTERSECTION OF A DIRT ROAD, THENCE TURN RIGHT (NORTH) ON TO
 AJ3637'DIRT ROAD FOR 300 FT CROSSING OVER A DRAINAGE DITCH (91.4 M) TO
 AJ3637'ANOTHER INTERSECTION, THENCE TURN LEFT (WEST) AND DRIVE 2.0 MI (3.2
 AJ3637'KM) TO AN INTERSECTION JUST EAST OF SOME OVERHEAD POWER LINES, THENCE
 AJ3637'TURN RIGHT (NORTH) AND DRIVE 0.5 MI (0.8 KM) TO A BARBED WIRE FENCE
 AJ3637'AND GATE, THENCE CONTINUE STRAIGHT OVER A WASH LOCATED 200 FT (61.0 M)
 AJ3637'NORTH OF FENCE FOR 0.4 MI (0.6 KM) AND TO THE STATION AS DESCRIBED
 AJ3637'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3637'COMPRESSED ON A 30.5 FOOT (9.2 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3637'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3637'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OS2 1999, SURROUNDED
 AJ3637'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3637'CARSONITE MARKER
 AJ3637'STATION TIES - FURTHEST TO CLOSEST
 AJ3637'4.0 MI (6.4 KM) - WEST OF EAGLE EYE ROAD
 AJ3637'56 FT (17.1 M) - SOUTHEASTERLY OF THE TOP OF BANK OF A WASH
 AJ3637'42.5 FT (13.0 M) - EAST OF BARBED WIRE FENCE
 AJ3637'OVERHEAD ELECTRIC LINES RUN ALONG THE WEST SIDE OF DIRT ROAD
 AJ3637'ARIZONA-CALIFORNIA RAILROAD TRACKS ARE 200 FEET (61.0 M) NORTH OF US
 AJ3637'60
 AJ3637'6 FT (1.8 M) - EAST OF CARSONITE WITNESS POST
 AJ3637'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3637'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3637
 AJ3637                          STATION RECOVERY (2003)
 AJ3637
 AJ3637'RECOVERY NOTE BY MARICOPA CO DOT 2003 (LF)
 AJ3637'FOUND THE CONTROL POINT SEVERELY DAMAGED NONE USABLE.'
 AJ3637' 
 AJ3637' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3638 ***********************************************************************
 AJ3638  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3638  DESIGNATION -  4OU2
 AJ3638  PID         -  AJ3638
 AJ3638  STATE/COUNTY-  AZ/MARICOPA
 AJ3638  USGS QUAD   -  GLADDEN (1989)
 AJ3638
 AJ3638                         *CURRENT SURVEY CONTROL
 AJ3638  ___________________________________________________________________
 AJ3638* NAD 83(2007)-  33 59 12.10860(N)    113 18 56.94860(W)     ADJUSTED  
 AJ3638* NAVD 88     -       666.22   (meters)    2185.8    (feet)  GPS OBS   
 AJ3638  ___________________________________________________________________
 AJ3638  EPOCH DATE  -        2007.00
 AJ3638  X           -  -2,095,602.004 (meters)                     COMP
 AJ3638  Y           -  -4,862,237.724 (meters)                     COMP
 AJ3638  Z           -   3,545,578.714 (meters)                     COMP
 AJ3638  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ3638  ELLIP HEIGHT-         636.114 (meters)          (02/10/07) ADJUSTED
 AJ3638  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AJ3638
 AJ3638  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3638  Type    PID    Designation                      North   East  Ellip
 AJ3638  -------------------------------------------------------------------
 AJ3638  NETWORK AJ3638 4OU2                              0.55   0.51   1.10
 AJ3638  -------------------------------------------------------------------
 AJ3638
 AJ3638.The horizontal coordinates were established by GPS observations
 AJ3638.and adjusted by the National Geodetic Survey in February 2007.
 AJ3638
 AJ3638.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3638.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3638.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3638.The epoch date for horizontal control is a decimal equivalence
 AJ3638.of Year/Month/Day.
 AJ3638
 AJ3638.The orthometric height was determined by GPS observations and a
 AJ3638.high-resolution geoid model.
 AJ3638.The orthometric height was determined by GPS observations and a
 AJ3638.high-resolution geoid model using precise GPS observation and
 AJ3638.processing techniques.
 AJ3638
 AJ3638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3638
 AJ3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3638
 AJ3638.The ellipsoidal height was determined by GPS observations
 AJ3638.and is referenced to NAD 83.
 AJ3638
 AJ3638.The geoid height was determined by GEOID03.
 AJ3638
 AJ3638;                    North         East     Units Scale Factor Converg.
 AJ3638;SPC AZ C     -   332,060.814    84,087.528   MT  1.00010594   -0 46 56.0
 AJ3638;SPC AZ C     - 1,089,438.37    275,877.72   iFT  1.00010594   -0 46 56.0
 AJ3638;UTM  12      - 3,763,098.356   286,083.778   MT  1.00016413   -1 17 42.1
 AJ3638
 AJ3638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3638!SPC AZ C     -   0.99990015  x   1.00010594  =   1.00000608
 AJ3638!UTM  12      -   0.99990015  x   1.00016413  =   1.00006426
 AJ3638
 AJ3638                          SUPERSEDED SURVEY CONTROL
 AJ3638
 AJ3638  NAD 83(1992)-  33 59 12.10779(N)    113 18 56.94852(W) AD(       ) B
 AJ3638  ELLIP H (04/12/01)  636.143  (m)                       GP(       ) 3 2
 AJ3638
 AJ3638.Superseded values are not recommended for survey control.
 AJ3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3638.See file dsdata.txt to determine how the superseded data were derived.
 AJ3638
 AJ3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8608463098(NAD 83)
 AJ3638_MARKER: I = METAL ROD
 AJ3638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3638_STAMPING: 4OU2 1999
 AJ3638_MARK LOGO: MCDOT 
 AJ3638_PROJECTION: FLUSH
 AJ3638_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3638+STABILITY: POSITION/ELEVATION WELL
 AJ3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3638+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ3638_ROD/PIPE-DEPTH: 11.9 meters
 AJ3638_SLEEVE-DEPTH  :  0.8 meters
 AJ3638
 AJ3638  HISTORY     - Date     Condition        Report By
 AJ3638  HISTORY     - 1999     MONUMENTED       MCDOT
 AJ3638
 AJ3638                          STATION DESCRIPTION
 AJ3638
 AJ3638'DESCRIBED BY MARICOPA CO DOT 1999 (JJR)
 AJ3638'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN OF
 AJ3638'AGUILA TOWNSHIP 08 NORTH, RANGE 10 WEST, SECTION 32
 AJ3638'OWNERSHIP - STATE LAND DEPARTMENT
 AJ3638'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 93 DRIVE 26.0
 AJ3638'MI (41.8 KM) WEST ON US 60 TO THE TOWN OF AGUILA AND EAGLE EYE ROAD,
 AJ3638'THENCE TURN RIGHT (NORTH) ON TO EAGLE EYE ROAD AND DRIVE 2.0 MI (3.2
 AJ3638'KM) ACROSS THE ARIZONA-CALIFORNIA RAILROAD TRACKS LOCATED 200 FT (61.0
 AJ3638'M) NORTH OF US 60 AND END OF PAVEMENT, THENCE CONTINUE NORTH ON EAGLE
 AJ3638'EYE ROAD FOR 2.0 MI (3.2 KM) TO END OF PAVEMENT AND CATTLE GUARD
 AJ3638'THENCE CONTINUE STRAIGHT (NORTH) ON EAGLE EYE ROAD (GRAVEL) AND DRIVE
 AJ3638'2.0 MI (3.2 KM) TO AN 4 WAY INTERSECTION, THENCE TURN LEFT (WEST) AND
 AJ3638'DRIVE DUE WEST FOR 5.0 MI (8.04 KM) TO A BEND TO THE SOUTH IN THE ROAD
 AJ3638'AROUND A WATER HOLE (TO REACH THE WATER HOLE SAID ROAD TRAVELS
 AJ3638'PARALLEL TO OVERHEAD POWER LINES, PARALLEL TO A BARBED WIRE FENCE TO
 AJ3638'THE SOUTH, PAST SEVERAL DIRT ROADS TO THE NORTH, PAST AN ABANDONED
 AJ3638'WELL 2.5 MI WEST OF EAGLE EYE INTERSECTION, PAST A WASH AT 3.0 MI WEST
 AJ3638'OF EAGLE EYE INTERSECTION, PAST A CATTLE GUARD AT 4.0 MI WEST OF EAGLE
 AJ3638'EYE INTERSECTION), THENCE DRIVE AROUND WATER HOLE TO THE SOUTH FOR 0.4
 AJ3638'MI (0.6 KM) BACK ON TO ROAD ALIGNMENT AND TO SIDE ROAD HEADING
 AJ3638'NORTHWEST, THENCE CONTINUE STRAIGHT (WEST - DO NOT TAKE SIDE ROAD TO
 AJ3638'NORTHWEST)FOR 0.9 MI TO A BEND IN THE ROAD TO THE NORTH, THENCE
 AJ3638'CONTINUE AROUND BEND TO THE NORTH THEN TO THE WEST FOR 0.2 MI TO A
 AJ3638'OPENING IN A BARBED WIRE FENCE, THENCE GO THROUGH BARBED WIRE FENCE
 AJ3638'TURNING LEFT (SOUTHWEST) PARALLELING BARBED WIRE FENCE FOR 0.1 MI TO A
 AJ3638'FORK IN THE ROAD, THENCE VEER LEFT (SOUTH-SOUTHWEST) ALONG BARBED WIRE
 AJ3638'FENCE FOR 1.2 MI TO A BEND IN THE ROAD TO THE WEST, THENCE CONTINUE
 AJ3638'AROUND BEND TO THE WEST FOR AN ADDITIONAL 1.0 MI TO THE STATION ON THE
 AJ3638'RIGHT (NORTH) AS DESCRIBED
 AJ3638'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3638'COMPRESSED ON A 39 FOOT (11.8 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3638'REFUSAL, ENCASED IN A 1 INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH
 AJ3638'PVC PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED 4OU2 1999, SURROUNDED
 AJ3638'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, WITNESSED BY A WHITE
 AJ3638'CARSONITE MARKER
 AJ3638'STATION TIES - FURTHEST TO CLOSEST
 AJ3638'8.8 MI (14.2 KM) - WEST OF EAGLE EYE ROAD
 AJ3638'95 FT (29.0 M) - NORTHWESTERLY OF NORTHWEST CORNER OF BARBED WIRE
 AJ3638'FENCE
 AJ3638'73 FT (22.2 M) NORTHWEST OF GLO BRASS CAP SE CORNER SEC 32 T8N R10W,
 AJ3638'GLO CAP IS 27 FT NORTH OF NORTHWEST CORNER OF BARBED WIRE FENCE
 AJ3638'70 FT (21.3 M) - NORTH OF DIRT ROAD
 AJ3638'BARBED WIRE FENCE LOCATED 15 FT (4.6 M) SOUTH OF DIRT ROAD
 AJ3638'6 FT (1.8 M) - SOUTH OF CARSONITE WITNESS POST
 AJ3638'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3638'VISIT - WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1600 ***********************************************************************
 DV1600  DESIGNATION -  5 A
 DV1600  PID         -  DV1600
 DV1600  STATE/COUNTY-  AZ/LA PAZ
 DV1600  USGS QUAD   -  BEAR HILLS (1990)
 DV1600
 DV1600                         *CURRENT SURVEY CONTROL
 DV1600  ___________________________________________________________________
 DV1600* NAD 83(1986)-  33 39 05.     (N)    113 55 45.     (W)     SCALED    
 DV1600* NAVD 88     -       443.00   (+/-2cm)    1453.4    (feet)  VERTCON   
 DV1600  ___________________________________________________________________
 DV1600  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1600
 DV1600.The horizontal coordinates were scaled from a topographic map and have
 DV1600.an estimated accuracy of +/- 6 seconds.
 DV1600
 DV1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1600.The vertical order pertains to the NGVD 29 superseded value.
 DV1600
 DV1600.The geoid height was determined by GEOID03.
 DV1600
 DV1600;                    North         East    Units  Estimated Accuracy
 DV1600;SPC AZ W     -   294,010.      196,740.      MT  (+/- 180 meters Scaled)
 DV1600
 DV1600                          SUPERSEDED SURVEY CONTROL
 DV1600
 DV1600  NGVD 29 (??/??/92)  442.302  (m)         1451.12   (f) ADJ UNCH    2 0
 DV1600
 DV1600.Superseded values are not recommended for survey control.
 DV1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1600.See file dsdata.txt to determine how the superseded data were derived.
 DV1600
 DV1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC283273(NAD 83)
 DV1600_MARKER: DD = SURVEY DISK
 DV1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1600_STAMPING: 5 A 1962
 DV1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1600+STABILITY: SURFACE MOTION
 DV1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1600+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 DV1600
 DV1600  HISTORY     - Date     Condition        Report By
 DV1600  HISTORY     - 1962     MONUMENTED       AZHD
 DV1600  HISTORY     - 20070216 GOOD             USPSQD
 DV1600
 DV1600                          STATION DESCRIPTION
 DV1600
 DV1600'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1600'4.40 MI S FROM BRENDA.
 DV1600'0.55 MILE EAST-SOUTHEAST OF V 395 5, AN ARIZONA HIGHWAY DEPARTMENT
 DV1600'DISK, STAMPED 5 A 1962, SET IN OF A  CONCRETE POST FLUSH WITH THE
 DV1600'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1600'HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1600
 DV1600                          STATION RECOVERY (2007)
 DV1600
 DV1600'RECOVERY NOTE BY US POWER SQUADRON 2007 (PF)
 DV1600'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2373 ***********************************************************************
 CZ2373  DESIGNATION -  5 DOR
 CZ2373  PID         -  CZ2373
 CZ2373  STATE/COUNTY-  AZ/PIMA
 CZ2373  USGS QUAD   -  TUCSON SE (1992)
 CZ2373
 CZ2373                         *CURRENT SURVEY CONTROL
 CZ2373  ___________________________________________________________________
 CZ2373* NAD 83(2007)-  32 05 41.45390(N)    110 47 45.47528(W)     ADJUSTED  
 CZ2373* NAVD 88     -       898.5    (meters)    2948.     (feet)  VERTCON   
 CZ2373  ___________________________________________________________________
 CZ2373  EPOCH DATE  -        2007.00
 CZ2373  X           -  -1,920,493.497 (meters)                     COMP
 CZ2373  Y           -  -5,056,807.462 (meters)                     COMP
 CZ2373  Z           -   3,369,808.187 (meters)                     COMP
 CZ2373  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 CZ2373  ELLIP HEIGHT-         869.567 (meters)          (02/10/07) ADJUSTED
 CZ2373  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CZ2373
 CZ2373  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2373  Type    PID    Designation                      North   East  Ellip
 CZ2373  -------------------------------------------------------------------
 CZ2373  NETWORK CZ2373 5 DOR                             0.61   0.80   2.47
 CZ2373  -------------------------------------------------------------------
 CZ2373
 CZ2373.The horizontal coordinates were established by GPS observations
 CZ2373.and adjusted by the National Geodetic Survey in February 2007.
 CZ2373
 CZ2373.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2373.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2373.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2373.The epoch date for horizontal control is a decimal equivalence
 CZ2373.of Year/Month/Day.
 CZ2373
 CZ2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2373
 CZ2373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2373
 CZ2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2373
 CZ2373.The ellipsoidal height was determined by GPS observations
 CZ2373.and is referenced to NAD 83.
 CZ2373
 CZ2373.The geoid height was determined by GEOID03.
 CZ2373
 CZ2373;                    North         East     Units Scale Factor Converg.
 CZ2373;SPC AZ C     -   121,933.195   319,141.809   MT  1.00003795   +0 35 43.8
 CZ2373;SPC AZ C     -   400,043.29  1,047,053.18   iFT  1.00003795   +0 35 43.8
 CZ2373;UTM  12      - 3,550,967.204   519,252.315   MT  0.99960457   +0 06 30.3
 CZ2373
 CZ2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2373!SPC AZ C     -   0.99986348  x   1.00003795  =   0.99990143
 CZ2373!UTM  12      -   0.99986348  x   0.99960457  =   0.99946811
 CZ2373
 CZ2373                          SUPERSEDED SURVEY CONTROL
 CZ2373
 CZ2373  ELLIP H (06/11/02)  869.605  (m)                       GP(       ) 4 2
 CZ2373  NAD 83(1992)-  32 05 41.45333(N)    110 47 45.47416(W) AD(       ) 1
 CZ2373  ELLIP H (08/23/93)  869.695  (m)                       GP(       ) 4 2
 CZ2373  NAD 83(1986)-  32 05 41.44854(N)    110 47 45.47281(W) AD(       ) 1
 CZ2373  NGVD 29 (05/25/90)  897.8    (m)         2946.     (f) GPS OBS     3  
 CZ2373
 CZ2373.Superseded values are not recommended for survey control.
 CZ2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2373.See file dsdata.txt to determine how the superseded data were derived.
 CZ2373
 CZ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1925250967(NAD 83)
 CZ2373_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2373_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2373_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2373_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2373+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2373
 CZ2373  HISTORY     - Date     Condition        Report By
 CZ2373  HISTORY     - UNK      MONUMENTED
 CZ2373  HISTORY     - 1987     GOOD             NGS
 CZ2373  HISTORY     - 1996     GOOD             USPSQD
 CZ2373
 CZ2373                          STATION DESCRIPTION
 CZ2373
 CZ2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2373'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2373'IN GOOD CONDITION.
 CZ2373'
 CZ2373'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 CZ2373'SOUTHEAST OF SOUTH TUCSON,
 CZ2373'1.6 KM (1 MI) NORTHEAST OF INTERSTATE HIGHWAY 10, ALONG THE
 CZ2373'SOUTHERN PACIFIC RAILROAD, IN THE TOP OF AN OLD CONCRETE FOUNDATION
 CZ2373'FOR A WATER TANK.
 CZ2373'OWNERSHIP--SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY.
 CZ2373'
 CZ2373'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2373'RITA RD (EXIT 273) WHICH IS ABOUT 19.3 KM (12 MI) SOUTHEAST OF
 CZ2373'SOUTH TUCSON, GO NORTHEAST FOR 1.9 KM (1.2 MI) ON RITA RD TO THE
 CZ2373'SOUTHERN PACIFIC RAILROAD.  CROSS TRACKS, TURN RIGHT AND GO
 CZ2373'SOUTHEAST FOR 0.8 KM (0.5 MI) ON THE RAILROAD MAINTENANCE ROAD TO
 CZ2373'THE STATION ON THE LEFT.
 CZ2373'
 CZ2373'THE STATION IS A STANDARD USGS DISK
 CZ2373'STAMPED---5 DOR 1975---,
 CZ2373'SET INTO A DRILL HOLE IN THE TOP OF A SQUARE CONCRETE SLAB 2.9
 CZ2373'METERS (9.5 FT) ON SIDE PROJECTING 30 CM ABOVE GROUND, CONNECTED TO
 CZ2373'A ROUND CONCRETE FOUNDATION 7.6 METERS (25 FT) IN DIAMETER.  LOCATED
 CZ2373'45.72 METERS (150.0 FT) SOUTHEAST FROM A UTILITY POLE WITH GUY WIRE,
 CZ2373'13.05 METERS (42.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST RAIL OF
 CZ2373'THE NORTHEAST ONE OF TWO RAILROAD TRACKS,
 CZ2373'4.51 METERS (14.8 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 CZ2373'OF THE RAILROAD MAINTENANCE ROAD,
 CZ2373'2.53 METERS (8.3 FT) EAST-SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 CZ2373'CONCRETE SLAB AND
 CZ2373'1.37 METERS (4.5 FT) SOUTHWEST FROM THE EAST CORNER OF THE CONCRETE
 CZ2373'SLAB.
 CZ2373'
 CZ2373'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2373'
 CZ2373'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2373'
 CZ2373'DESCRIBED BY D.F. CALLAHAN.
 CZ2373
 CZ2373                          STATION RECOVERY (1996)
 CZ2373
 CZ2373'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2441 ***********************************************************************
 CZ2441  DESIGNATION -  5 EMH
 CZ2441  PID         -  CZ2441
 CZ2441  STATE/COUNTY-  AZ/GRAHAM
 CZ2441  USGS QUAD   -  TELEGRAPH WASH (1972)
 CZ2441
 CZ2441                         *CURRENT SURVEY CONTROL
 CZ2441  ___________________________________________________________________
 CZ2441* NAD 83(1986)-  32 53 31.     (N)    110 00 24.     (W)     SCALED    
 CZ2441* NAVD 88     -      1008.07   (+/-2cm)    3307.3    (feet)  VERTCON   
 CZ2441  ___________________________________________________________________
 CZ2441  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CZ2441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ2441
 CZ2441.The horizontal coordinates were scaled from a topographic map and have
 CZ2441.an estimated accuracy of +/- 6 seconds.
 CZ2441
 CZ2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2441.The vertical order pertains to the NGVD 29 superseded value.
 CZ2441
 CZ2441.The geoid height was determined by GEOID03.
 CZ2441
 CZ2441;                    North         East    Units  Estimated Accuracy
 CZ2441;SPC AZ E     -   209,780.      228,330.      MT  (+/- 180 meters Scaled)
 CZ2441
 CZ2441                          SUPERSEDED SURVEY CONTROL
 CZ2441
 CZ2441  NGVD 29 (??/??/92) 1007.41   (m)         3305.1    (f) COMPUTED    2 0
 CZ2441
 CZ2441.Superseded values are not recommended for survey control.
 CZ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2441.See file dsdata.txt to determine how the superseded data were derived.
 CZ2441
 CZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB929397(NAD 83)
 CZ2441_MARKER: DB = BENCH MARK DISK
 CZ2441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2441_SP_SET: COPPER-CLAD STEEL ROD
 CZ2441_STAMPING: 5 EMH 1972 3305
 CZ2441_MARK LOGO: USGS  
 CZ2441_PROJECTION: FLUSH
 CZ2441_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2441+SATELLITE: SATELLITE OBSERVATIONS - 1972
 CZ2441_ROD/PIPE-DEPTH: 6.10 meters
 CZ2441
 CZ2441  HISTORY     - Date     Condition        Report By
 CZ2441  HISTORY     - 1972     MONUMENTED       USGS
 CZ2441
 CZ2441                          STATION DESCRIPTION
 CZ2441
 CZ2441'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CZ2441'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CZ2441'ALONG U S HIGHWAY 70, THENCE 7.1 MILES SOUTHWEST ALONG A GRADED ROAD,
 CZ2441'AT A ROAD FORK SOUTHEAST, 57 FEET NORTHWEST OF THE CENTERLINE OF THE
 CZ2441'GRADED ROAD, IN LINE WITH A PROLONGATION OF THE CENTERLINE OF A ROAD
 CZ2441'SOUTHEAST, 3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CZ2441'SET ON A COPPER-COATED ROD (ROD DEPTH ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1926 ***********************************************************************
 DV1926  DESIGNATION -  5 FS
 DV1926  PID         -  DV1926
 DV1926  STATE/COUNTY-  AZ/YUMA
 DV1926  USGS QUAD   -  TURTLEBACK MTN (1980)
 DV1926
 DV1926                         *CURRENT SURVEY CONTROL
 DV1926  ___________________________________________________________________
 DV1926* NAD 83(1992)-  33 07 48.98530(N)    113 28 30.61692(W)     ADJUSTED  
 DV1926* NAVD 88     -       247.08   (+/-2cm)     810.6    (feet)  VERTCON   
 DV1926  ___________________________________________________________________
 DV1926  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DV1926  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DV1926  HORZ ORDER  -  THIRD
 DV1926  VERT ORDER  -  THIRD ? (See Below)
 DV1926
 DV1926.The horizontal coordinates were established by classical geodetic methods
 DV1926.and adjusted by the National Geodetic Survey in August 1993.
 DV1926
 DV1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1926.The vertical order pertains to the NGVD 29 superseded value.
 DV1926
 DV1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1926
 DV1926.The geoid height was determined by GEOID03.
 DV1926
 DV1926;                    North         East     Units Scale Factor Converg.
 DV1926;SPC AZ W     -   236,239.670   239,004.139   MT  0.99994144   +0 09 00.7
 DV1926;SPC AZ W     -   775,064.53    784,134.31   iFT  0.99994144   +0 09 00.7
 DV1926;SPC AZ C     -   237,279.334    67,934.410   MT  1.00016068   -0 51 07.0
 DV1926;SPC AZ C     -   778,475.51    222,881.92   iFT  1.00016068   -0 51 07.0
 DV1926;UTM  12      - 3,668,456.234   269,091.062   MT  1.00025745   -1 21 12.2
 DV1926
 DV1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1926!SPC AZ W     -   0.99996622  x   0.99994144  =   0.99990767
 DV1926!SPC AZ C     -   0.99996622  x   1.00016068  =   1.00012690
 DV1926!UTM  12      -   0.99996622  x   1.00025745  =   1.00022367
 DV1926
 DV1926                          SUPERSEDED SURVEY CONTROL
 DV1926
 DV1926  NAD 83(1986)-  33 07 48.97895(N)    113 28 30.62346(W) AD(       ) 3
 DV1926  NAD 27      -  33 07 48.82500(N)    113 28 27.92500(W) AD(       ) 3
 DV1926  NGVD 29 (07/19/86)  246.45   (m)          808.6    (f) LEVELING    3  
 DV1926
 DV1926.Superseded values are not recommended for survey control.
 DV1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1926.See file dsdata.txt to determine how the superseded data were derived.
 DV1926
 DV1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6909168456(NAD 83)
 DV1926_MARKER: DD = SURVEY DISK
 DV1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1926
 DV1926  HISTORY     - Date     Condition        Report By
 DV1926  HISTORY     - 1950     MONUMENTED       USGS
 DV1926
 DV1926                          STATION DESCRIPTION
 DV1926
 DV1926'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JCE)
 DV1926'THE STATION IS IN A BROAD FLAT VALLEY, 12 MILES NORTH BY
 DV1926'EAST OF THE RAILROAD STATION OF HORN, AND 12-1/4 MILES NORTHWEST
 DV1926'OF THE RAILROAD STATION OF HYDER.
 DV1926'
 DV1926'THE MARK, A U.S. GEOLOGICAL IN COOPERATION WITH THE STATE
 DV1926'BRONZE BM DISK SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE
 DV1926'POST INCASED IN SHEET IRON, PROJECTING 8 INCHES ABOVE THE
 DV1926'GROUND, IS STAMPED 5 FS 1925.  IT IS 10 FEET EAST OF THE
 DV1926'CENTER LINE OF A TRACK ROAD AND 5 FEET WEST OF A 4 INCH
 DV1926'SQUARE WHITE WITNESS POST.
 DV1926'
 DV1926'TO REACH THE STATION FROM HORN GO EAST FOR 1.6 MILES.  TURN
 DV1926'LEFT ACROSS THE RAILROAD TRACKS AND FOLLOW THE MAIN TRAVELED
 DV1926'TRACK ROAD UP THE VALLEY NORTHERLY FOR 8.5 MILES TO FORKS
 DV1926'AND SIGNS LITTLE HORN RD., SALOME RD.  TAKE THE LEFT FORK
 DV1926'3.9 MILES TO THE STATION ON THE RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0763 ***********************************************************************
 FQ0763  DESIGNATION -  5 HLS
 FQ0763  PID         -  FQ0763
 FQ0763  STATE/COUNTY-  AZ/NAVAJO
 FQ0763  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0763
 FQ0763                         *CURRENT SURVEY CONTROL
 FQ0763  ___________________________________________________________________
 FQ0763* NAD 83(1986)-  35 02 14.     (N)    110 20 56.     (W)     SCALED    
 FQ0763* NAVD 88     -      1592.921  (meters)    5226.11   (feet)  ADJUSTED  
 FQ0763  ___________________________________________________________________
 FQ0763  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0763  DYNAMIC HT  -        1590.787 (meters)    5219.11  (feet)  COMP
 FQ0763  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 FQ0763
 FQ0763  VERT ORDER  -  THIRD
 FQ0763
 FQ0763.The horizontal coordinates were scaled from a topographic map and have
 FQ0763.an estimated accuracy of +/- 6 seconds.
 FQ0763
 FQ0763.The orthometric height was determined by differential leveling
 FQ0763.and adjusted in June 1991.
 FQ0763
 FQ0763.The geoid height was determined by GEOID03.
 FQ0763
 FQ0763.The dynamic height is computed by dividing the NAVD 88
 FQ0763.geopotential number by the normal gravity value computed on the
 FQ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0763.degrees latitude (g = 980.6199 gals.).
 FQ0763
 FQ0763.The modeled gravity was interpolated from observed gravity values.
 FQ0763
 FQ0763;                    North         East    Units  Estimated Accuracy
 FQ0763;SPC AZ E     -   447,720.      196,730.      MT  (+/- 180 meters Scaled)
 FQ0763
 FQ0763                          SUPERSEDED SURVEY CONTROL
 FQ0763
 FQ0763  NGVD 29 (??/??/92) 1592.13   (m)         5223.5    (f) COMPUTED    3 0
 FQ0763
 FQ0763.Superseded values are not recommended for survey control.
 FQ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0763.See file dsdata.txt to determine how the superseded data were derived.
 FQ0763
 FQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD593773(NAD 83)
 FQ0763_MARKER: DB = BENCH MARK DISK
 FQ0763_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0763_SP_SET: ROCK OUTCROP
 FQ0763_STAMPING: 5 HLS 1970 5224
 FQ0763_MARK LOGO: USGS  
 FQ0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0763+STABILITY: POSITION/ELEVATION WELL
 FQ0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0763+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0763
 FQ0763  HISTORY     - Date     Condition        Report By
 FQ0763  HISTORY     - 1970     MONUMENTED       USGS
 FQ0763
 FQ0763                          STATION DESCRIPTION
 FQ0763
 FQ0763'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0763'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0763'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.8 MILES NORTH ALONG A
 FQ0763'COUNTY ROAD (PORTER AVENUE), 40 FEET WEST OF THE CENTERLINE OF THE
 FQ0763'ROAD, 1 FOOT EAST OF A WITNESS POST, IN A 3 BY 4 FOOT SANDSTONE
 FQ0763'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0853 ***********************************************************************
 FQ0853  DESIGNATION -  5 JRH
 FQ0853  PID         -  FQ0853
 FQ0853  STATE/COUNTY-  AZ/COCONINO
 FQ0853  USGS QUAD   -  HARBISON TANK (1989)
 FQ0853
 FQ0853                         *CURRENT SURVEY CONTROL
 FQ0853  ___________________________________________________________________
 FQ0853* NAD 83(1986)-  35 50 51.     (N)    111 53 43.     (W)     SCALED    
 FQ0853* NAVD 88     -      2074.192  (meters)    6805.08   (feet)  POSTED    
 FQ0853  ___________________________________________________________________
 FQ0853  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FQ0853  DYNAMIC HT  -        2071.380 (meters)    6795.85  (feet)  COMP
 FQ0853  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 FQ0853
 FQ0853  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0853
 FQ0853.The horizontal coordinates were scaled from a topographic map and have
 FQ0853.an estimated accuracy of +/- 6 seconds.
 FQ0853
 FQ0853.The orthometric height was determined by differential leveling
 FQ0853.and adjusted by the  in 1992.
 FQ0853.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0853.rate of 0.0 thru 1.0 mm/km.
 FQ0853
 FQ0853.The geoid height was determined by GEOID03.
 FQ0853
 FQ0853.The dynamic height is computed by dividing the NAVD 88
 FQ0853.geopotential number by the normal gravity value computed on the
 FQ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0853.degrees latitude (g = 980.6199 gals.).
 FQ0853
 FQ0853.The modeled gravity was interpolated from observed gravity values.
 FQ0853
 FQ0853;                    North         East    Units  Estimated Accuracy
 FQ0853;SPC AZ C     -   537,590.      215,290.      MT  (+/- 180 meters Scaled)
 FQ0853
 FQ0853                          SUPERSEDED SURVEY CONTROL
 FQ0853
 FQ0853  NGVD 29 (??/??/92) 2073.22   (m)         6801.9    (f) COMPUTED    3 0
 FQ0853
 FQ0853.Superseded values are not recommended for survey control.
 FQ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0853.See file dsdata.txt to determine how the superseded data were derived.
 FQ0853
 FQ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE191674(NAD 83)
 FQ0853_MARKER: DB = BENCH MARK DISK
 FQ0853_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0853_SP_SET: ROCK OUTCROP
 FQ0853_STAMPING: 5 JRH 1958 6802
 FQ0853_MARK LOGO: USGS  
 FQ0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0853+STABILITY: POSITION/ELEVATION WELL
 FQ0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0853+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0853
 FQ0853  HISTORY     - Date     Condition        Report By
 FQ0853  HISTORY     - 1958     MONUMENTED       USGS
 FQ0853
 FQ0853                          STATION DESCRIPTION
 FQ0853
 FQ0853'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0853'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0853'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0853'LOOKOUT TOWER, PROCEED 9.6 MILES SOUTH, 2.0 MILES NORTHWEST OF
 FQ0853'BUCKLAR TANK, 235 FEET EAST OF A SLIGHT CURVE IN THE ROAD, 23 FEET
 FQ0853'NORTH OF THE CENTER OF THE ROAD, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0863 ***********************************************************************
 FQ0863  DESIGNATION -  5 JRH
 FQ0863  PID         -  FQ0863
 FQ0863  STATE/COUNTY-  AZ/COCONINO
 FQ0863  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0863
 FQ0863                         *CURRENT SURVEY CONTROL
 FQ0863  ___________________________________________________________________
 FQ0863* NAD 83(1986)-  35 42 54.     (N)    111 46 24.     (W)     SCALED    
 FQ0863* NAVD 88     -      1921.153  (meters)    6302.98   (feet)  POSTED    
 FQ0863  ___________________________________________________________________
 FQ0863  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 FQ0863  DYNAMIC HT  -        1918.560 (meters)    6294.48  (feet)  COMP
 FQ0863  MODELED GRAV-     979,216.6   (mgal)                       NAVD 88
 FQ0863
 FQ0863  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0863
 FQ0863.The horizontal coordinates were scaled from a topographic map and have
 FQ0863.an estimated accuracy of +/- 6 seconds.
 FQ0863
 FQ0863.The orthometric height was determined by differential leveling
 FQ0863.and adjusted by the  in 1992.
 FQ0863.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0863.rate of 0.0 thru 1.0 mm/km.
 FQ0863
 FQ0863.The geoid height was determined by GEOID03.
 FQ0863
 FQ0863.The dynamic height is computed by dividing the NAVD 88
 FQ0863.geopotential number by the normal gravity value computed on the
 FQ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0863.degrees latitude (g = 980.6199 gals.).
 FQ0863
 FQ0863.The modeled gravity was interpolated from observed gravity values.
 FQ0863
 FQ0863;                    North         East    Units  Estimated Accuracy
 FQ0863;SPC AZ C     -   522,900.      226,330.      MT  (+/- 180 meters Scaled)
 FQ0863
 FQ0863                          SUPERSEDED SURVEY CONTROL
 FQ0863
 FQ0863.No superseded survey control is available for this station.
 FQ0863
 FQ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE300526(NAD 83)
 FQ0863_MARKER: DB = BENCH MARK DISK
 FQ0863_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0863_SP_SET: ROCK OUTCROP
 FQ0863_STAMPING: 5 JRH 1959 6300
 FQ0863_MARK LOGO: USGS  
 FQ0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0863+STABILITY: POSITION/ELEVATION WELL
 FQ0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0863+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0863
 FQ0863  HISTORY     - Date     Condition        Report By
 FQ0863  HISTORY     - 1959     MONUMENTED       USGS
 FQ0863
 FQ0863                          STATION DESCRIPTION
 FQ0863
 FQ0863'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0863'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0863'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0863'LOOKOUT TOWER, PROCEED 22.6 MILES SOUTH TO THE POINT OF A RIDGE, 1.7
 FQ0863'MILES SOUTHEAST OF LOCKWOOD TANK, 68 FEET WEST OF AND 13 FEET HIGHER
 FQ0863'THAN THE CENTER OF THE ROAD, IN A SMALL ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0281 ***********************************************************************
 DV0281  DESIGNATION -  5 LUKE FIELD
 DV0281  PID         -  DV0281
 DV0281  STATE/COUNTY-  AZ/MARICOPA
 DV0281  USGS QUAD   -  EL MIRAGE (1982)
 DV0281
 DV0281                         *CURRENT SURVEY CONTROL
 DV0281  ___________________________________________________________________
 DV0281* NAD 83(1986)-  33 32 40.     (N)    112 21 56.     (W)     SCALED    
 DV0281* NAVD 88     -       333.99   (+/-2cm)    1095.8    (feet)  VERTCON   
 DV0281  ___________________________________________________________________
 DV0281  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0281
 DV0281.The horizontal coordinates were scaled from a topographic map and have
 DV0281.an estimated accuracy of +/- 6 seconds.
 DV0281
 DV0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0281.The vertical order pertains to the NGVD 29 superseded value.
 DV0281
 DV0281.The geoid height was determined by GEOID03.
 DV0281
 DV0281;                    North         East    Units  Estimated Accuracy
 DV0281;SPC AZ C     -   282,220.      171,670.      MT  (+/- 180 meters Scaled)
 DV0281
 DV0281                          SUPERSEDED SURVEY CONTROL
 DV0281
 DV0281  NGVD 29 (??/??/92)  333.447  (m)         1093.98   (f) ADJ UNCH    2 0
 DV0281
 DV0281.Superseded values are not recommended for survey control.
 DV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0281.See file dsdata.txt to determine how the superseded data were derived.
 DV0281
 DV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC732124(NAD 83)
 DV0281_MARKER: Q = CHISELED SQUARE
 DV0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0281_SP_SET: PAVEMENT
 DV0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0281
 DV0281  HISTORY     - Date     Condition        Report By
 DV0281  HISTORY     - UNK      MONUMENTED       DOD
 DV0281  HISTORY     - 1945     GOOD             NGS
 DV0281
 DV0281                          STATION DESCRIPTION
 DV0281
 DV0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0281'IN LUKE FIELD.
 DV0281'AT LUKE FIELD, MARICOPA COUNTY, ACROSS THE NORTH ANCHORAGE FROM THE
 DV0281'END OF EIGHTH STREET, 154 FEET NORTH OF THE NORTH POLE IN A ROW OF
 DV0281'POWER-TRANSMISSION-LINE POLES, IN LINE WITH THE CENTERLINE OF EIGHTH
 DV0281'STREET, ON THE TOP OF THE PAVEMENT OF THE NORTH ANCHORAGE, AND 1.2
 DV0281'FEET SOUTH OF THE NORTH EDGE.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1650 ***********************************************************************
 DB1650  DESIGNATION -  5 M
 DB1650  PID         -  DB1650
 DB1650  STATE/COUNTY-  AZ/YUMA
 DB1650  USGS QUAD   -  WELLTON HILLS (1982)
 DB1650
 DB1650                         *CURRENT SURVEY CONTROL
 DB1650  ___________________________________________________________________
 DB1650* NAD 83(1992)-  32 30 09.14122(N)    114 07 44.23315(W)     ADJUSTED  
 DB1650* NAVD 88     -       220.14   (+/-2cm)     722.2    (feet)  VERTCON   
 DB1650  ___________________________________________________________________
 DB1650  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DB1650  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DB1650  HORZ ORDER  -  THIRD
 DB1650  VERT ORDER  -  THIRD ? (See Below)
 DB1650
 DB1650.The horizontal coordinates were established by classical geodetic methods
 DB1650.and adjusted by the National Geodetic Survey in August 1993.
 DB1650
 DB1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1650.The vertical order pertains to the NGVD 29 superseded value.
 DB1650
 DB1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1650
 DB1650.The geoid height was determined by GEOID03.
 DB1650
 DB1650;                    North         East     Units Scale Factor Converg.
 DB1650;SPC AZ W     -   166,657.469   177,750.428   MT  0.99994896   -0 12 13.1
 DB1650;SPC AZ W     -   546,776.47    583,170.70   iFT  0.99994896   -0 12 13.1
 DB1650;UTM  11      - 3,599,773.953   769,744.190   MT  1.00049735   +1 32 37.1
 DB1650
 DB1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1650!SPC AZ W     -   0.99997068  x   0.99994896  =   0.99991964
 DB1650!UTM  11      -   0.99997068  x   1.00049735  =   1.00046801
 DB1650
 DB1650                          SUPERSEDED SURVEY CONTROL
 DB1650
 DB1650  NAD 83(1986)-  32 30 09.13712(N)    114 07 44.23389(W) AD(       ) 3
 DB1650  NGVD 29 (04/26/91)  219.46   (m)          720.0    (f) LEVELING    3  
 DB1650
 DB1650.Superseded values are not recommended for survey control.
 DB1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1650.See file dsdata.txt to determine how the superseded data were derived.
 DB1650
 DB1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR6974499774(NAD 83)
 DB1650_MARKER: DD = SURVEY DISK
 DB1650_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1650
 DB1650  HISTORY     - Date     Condition        Report By
 DB1650  HISTORY     - 1964     MONUMENTED       USGS
 DB1650
 DB1650                          STATION DESCRIPTION
 DB1650
 DB1650'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1650'LOCATED ABOUT 10 MI S. OF WELLTON, ABOUT 0.5 MI SE. OF SE COR SEC
 DB1650'32 T10S R18W.
 DB1650'
 DB1650'TO REACH FROM WELLTON RR. DEPOT, GO 3 MI S. TO LARGE CANAL.  GO 4
 DB1650'MI W. TO BRIDGE, CROSS BRIDGE S.  GO 0.1 MI E. UP ON TO A LEVEE.
 DB1650'GO S. OFF LEVEE.  FOLLOW TRACK RD. 0.2 MI W.  GO 11.2 MI S. AND
 DB1650'SE. ALONG RD. TO STATION ABOUT 35 FT W. OF RD.
 DB1650'
 DB1650'STATION MARK--STANDARD BM TABLET STAMPED---5 M 1925---, IN TOP OF
 DB1650'CONCRETE POST PROJECTING 1.2 FT.
 DB1650'
 DB1650'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1548 ***********************************************************************
 CZ1548  DESIGNATION -  5+80.28
 CZ1548  PID         -  CZ1548
 CZ1548  STATE/COUNTY-  AZ/PINAL
 CZ1548  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1548
 CZ1548                         *CURRENT SURVEY CONTROL
 CZ1548  ___________________________________________________________________
 CZ1548* NAD 83(1986)-  32 38 50.     (N)    111 23 46.     (W)     SCALED    
 CZ1548* NAVD 88     -       556.07   (+/-2cm)    1824.4    (feet)  VERTCON   
 CZ1548  ___________________________________________________________________
 CZ1548  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1548  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1548
 CZ1548.The horizontal coordinates were scaled from a topographic map and have
 CZ1548.an estimated accuracy of +/- 6 seconds.
 CZ1548
 CZ1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1548.The vertical order pertains to the NGVD 29 superseded value.
 CZ1548
 CZ1548.The geoid height was determined by GEOID03.
 CZ1548
 CZ1548;                    North         East    Units  Estimated Accuracy
 CZ1548;SPC AZ C     -   182,750.      262,200.      MT  (+/- 180 meters Scaled)
 CZ1548
 CZ1548                          SUPERSEDED SURVEY CONTROL
 CZ1548
 CZ1548  NGVD 29 (??/??/92)  555.498  (m)         1822.50   (f) ADJ UNCH    1 2
 CZ1548
 CZ1548.Superseded values are not recommended for survey control.
 CZ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1548.See file dsdata.txt to determine how the superseded data were derived.
 CZ1548
 CZ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB628122(NAD 83)
 CZ1548_MARKER: DD = SURVEY DISK
 CZ1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1548_STAMPING: 5+80.28
 CZ1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1548+STABILITY: SURFACE MOTION
 CZ1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1548+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ1548
 CZ1548  HISTORY     - Date     Condition        Report By
 CZ1548  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1548  HISTORY     - 1975     GOOD             AZDT
 CZ1548  HISTORY     - 20040513 GOOD             NGS
 CZ1548
 CZ1548                          STATION DESCRIPTION
 CZ1548
 CZ1548'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1548'7.75 MI SE FROM PICACHO.
 CZ1548'TO REACH FROM THE PICACHO PASS UNDERPASS, MILEPOST 219.8, I-10, SOUTH
 CZ1548'ON THE UNDERPASS ROAD, SWING RIGHT TO THE PARK AT THE FIRST TURN
 CZ1548'RIGHT, FOR 0.15 MILES AND TO THE STATION ON THE LEFT.  50 FT. SOUTH OF
 CZ1548'THE CENTERLINE OF THE PICACHO PARK ROAD.  4 FT. EAST OF AN ANGLE IRON,
 CZ1548'STENCILED, POT 5+80.28 AN AHD BRASS CAP, SET IN AN 8 IN. CONCRETE
 CZ1548'POST, UP 0.5 FT.
 CZ1548
 CZ1548                          STATION RECOVERY (2004)
 CZ1548
 CZ1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1548'POST IS 6 INCHES ACROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1336 ***********************************************************************
 DV1336  DESIGNATION -  5.19
 DV1336  PID         -  DV1336
 DV1336  STATE/COUNTY-  AZ/MARICOPA
 DV1336  USGS QUAD   -  PERRYVILLE (1982)
 DV1336
 DV1336                         *CURRENT SURVEY CONTROL
 DV1336  ___________________________________________________________________
 DV1336* NAD 83(1986)-  33 27 40.     (N)    112 24 35.     (W)     SCALED    
 DV1336* NAVD 88     -       313.053  (meters)    1027.07   (feet)  ADJUSTED  
 DV1336  ___________________________________________________________________
 DV1336  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1336  DYNAMIC HT  -         312.691 (meters)    1025.89  (feet)  COMP
 DV1336  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1336
 DV1336  VERT ORDER  -  FIRST     CLASS II
 DV1336
 DV1336.The horizontal coordinates were scaled from a topographic map and have
 DV1336.an estimated accuracy of +/- 6 seconds.
 DV1336
 DV1336.The orthometric height was determined by differential leveling
 DV1336.and adjusted in November 1993.
 DV1336
 DV1336.The geoid height was determined by GEOID03.
 DV1336
 DV1336.The dynamic height is computed by dividing the NAVD 88
 DV1336.geopotential number by the normal gravity value computed on the
 DV1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1336.degrees latitude (g = 980.6199 gals.).
 DV1336
 DV1336.The modeled gravity was interpolated from observed gravity values.
 DV1336
 DV1336;                    North         East    Units  Estimated Accuracy
 DV1336;SPC AZ C     -   273,000.      167,530.      MT  (+/- 180 meters Scaled)
 DV1336
 DV1336                          SUPERSEDED SURVEY CONTROL
 DV1336
 DV1336.No superseded survey control is available for this station.
 DV1336
 DV1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC689032(NAD 83)
 DV1336_MARKER: DB = BENCH MARK DISK
 DV1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1336_SP_SET: CONCRETE BRIDGE
 DV1336_STAMPING: 5.19
 DV1336_MARK LOGO: AZDT  
 DV1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1336+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DV1336
 DV1336  HISTORY     - Date     Condition        Report By
 DV1336  HISTORY     - UNK      MONUMENTED       AZDT
 DV1336  HISTORY     - 1981     GOOD             AZDT
 DV1336  HISTORY     - 20060811 GOOD             GEOCAC
 DV1336
 DV1336                          STATION DESCRIPTION
 DV1336
 DV1336'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1336'4.5 MI NW FROM GOODYEAR.
 DV1336'4.0 MI (6.4 KM) WEST ALONG INTERSTATE 10 FROM THE
 DV1336'INTERSECTION OF DYSART ROAD TO THE SARIVAL ROAD OVERPASS AND THE MARK.
 DV1336'A STANDARD AZDT ALUMINUM CAP IN THE TOP OF THE SOUTHWEST DADO OF THE
 DV1336'EASTBOUND, 3.1 FT (0.94 METERS) ABOVE TOP OF DECK.
 DV1336
 DV1336                          STATION RECOVERY (2006)
 DV1336
 DV1336'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1437 ***********************************************************************
 CZ1437  DESIGNATION -  50
 CZ1437  PID         -  CZ1437
 CZ1437  STATE/COUNTY-  AZ/PIMA
 CZ1437  USGS QUAD   -  MARANA (1992)
 CZ1437
 CZ1437                         *CURRENT SURVEY CONTROL
 CZ1437  ___________________________________________________________________
 CZ1437* NAD 83(1986)-  32 27 43.     (N)    111 12 59.     (W)     SCALED    
 CZ1437* NAVD 88     -       604.338  (meters)    1982.73   (feet)  ADJUSTED  
 CZ1437  ___________________________________________________________________
 CZ1437  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CZ1437  DYNAMIC HT  -         603.542 (meters)    1980.12  (feet)  COMP
 CZ1437  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 CZ1437
 CZ1437  VERT ORDER  -  FIRST     CLASS II
 CZ1437
 CZ1437.The horizontal coordinates were scaled from a topographic map and have
 CZ1437.an estimated accuracy of +/- 6 seconds.
 CZ1437
 CZ1437.The orthometric height was determined by differential leveling
 CZ1437.and adjusted in June 1991.
 CZ1437
 CZ1437.The geoid height was determined by GEOID03.
 CZ1437
 CZ1437.The dynamic height is computed by dividing the NAVD 88
 CZ1437.geopotential number by the normal gravity value computed on the
 CZ1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1437.degrees latitude (g = 980.6199 gals.).
 CZ1437
 CZ1437.The modeled gravity was interpolated from observed gravity values.
 CZ1437
 CZ1437;                    North         East    Units  Estimated Accuracy
 CZ1437;SPC AZ C     -   162,300.      279,190.      MT  (+/- 180 meters Scaled)
 CZ1437
 CZ1437                          SUPERSEDED SURVEY CONTROL
 CZ1437
 CZ1437.No superseded survey control is available for this station.
 CZ1437
 CZ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA796916(NAD 83)
 CZ1437_MARKER: DB = BENCH MARK DISK
 CZ1437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1437_SP_SET: OVERPASS PIER FOUNDATION
 CZ1437_STAMPING: 50
 CZ1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1437+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1437
 CZ1437  HISTORY     - Date     Condition        Report By
 CZ1437  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1437  HISTORY     - 1980     GOOD             NGS
 CZ1437  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1437
 CZ1437                          STATION DESCRIPTION
 CZ1437
 CZ1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1437'35.9 KM NW FROM TUCSON.
 CZ1437'35.9 KILOMETERS (22.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1437'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT INTERSTATE
 CZ1437'HIGHWAY 10 BRIDGE OVER MARANA ROAD, IN TOP OF THE NORTHEAST END
 CZ1437'OF THE FOOTING FOUNDATION FOR THE NORTHWEST ROW OF PIERS FOR THE
 CZ1437'WEST BOUND TRAFFIC LANE AND 0.2 METER (0.65 FOOT) ABOVE THE
 CZ1437'GROUND, 9.6 METERS (31.5 FEET) NORTHWEST OF THE CENTERLINE
 CZ1437'OF MARANA ROAD, 0.15 METER (0.5 FEET)NORTHEAST OF THE NORTHEAST
 CZ1437'EDGE OF THE NORTHEAST PIER.
 CZ1437'THE MARK IS 0.45 M BELOW THE HIGHWAY.
 CZ1437
 CZ1437                          STATION RECOVERY (2006)
 CZ1437
 CZ1437'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1537 ***********************************************************************
 DV1537  DESIGNATION -  50 A
 DV1537  PID         -  DV1537
 DV1537  STATE/COUNTY-  AZ/MARICOPA
 DV1537  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1537
 DV1537                         *CURRENT SURVEY CONTROL
 DV1537  ___________________________________________________________________
 DV1537* NAD 83(1986)-  33 32 16.     (N)    113 09 41.     (W)     SCALED    
 DV1537* NAVD 88     -       374.25   (+/-2cm)    1227.9    (feet)  VERTCON   
 DV1537  ___________________________________________________________________
 DV1537  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1537
 DV1537.The horizontal coordinates were scaled from a topographic map and have
 DV1537.an estimated accuracy of +/- 6 seconds.
 DV1537
 DV1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1537.The vertical order pertains to the NGVD 29 superseded value.
 DV1537
 DV1537.The geoid height was determined by GEOID03.
 DV1537
 DV1537;                    North         East    Units  Estimated Accuracy
 DV1537;SPC AZ C     -   282,080.       97,760.      MT  (+/- 180 meters Scaled)
 DV1537
 DV1537                          SUPERSEDED SURVEY CONTROL
 DV1537
 DV1537  NGVD 29 (??/??/92)  373.674  (m)         1225.96   (f) ADJ UNCH    2 0
 DV1537
 DV1537.Superseded values are not recommended for survey control.
 DV1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1537.See file dsdata.txt to determine how the superseded data were derived.
 DV1537
 DV1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC993130(NAD 83)
 DV1537_MARKER: DD = SURVEY DISK
 DV1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1537_STAMPING: 50 A 1962
 DV1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1537+STABILITY: SURFACE MOTION
 DV1537
 DV1537  HISTORY     - Date     Condition        Report By
 DV1537  HISTORY     - 1962     MONUMENTED       AZHD
 DV1537
 DV1537                          STATION DESCRIPTION
 DV1537
 DV1537'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1537'31.25 MI SE FROM SALOME.
 DV1537'0.15 MILE EAST-SOUTHEAST OF Y 413 50, AN ARIZONA HIGHWAY DEPARTMETN
 DV1537'DISK STAMPED 50 A 1962. SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1537'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1537'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1000 ***********************************************************************
 FR1000  DESIGNATION -  50 EMH
 FR1000  PID         -  FR1000
 FR1000  STATE/COUNTY-  AZ/YAVAPAI
 FR1000  USGS QUAD   -  CROOKTON (1973)
 FR1000
 FR1000                         *CURRENT SURVEY CONTROL
 FR1000  ___________________________________________________________________
 FR1000* NAD 83(1986)-  35 18 10.     (N)    112 40 46.     (W)     SCALED    
 FR1000* NAVD 88     -      1731.739  (meters)    5681.55   (feet)  POSTED    
 FR1000  ___________________________________________________________________
 FR1000  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 FR1000  DYNAMIC HT  -        1729.420 (meters)    5673.94  (feet)  COMP
 FR1000  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 FR1000
 FR1000  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1000
 FR1000.The horizontal coordinates were scaled from a topographic map and have
 FR1000.an estimated accuracy of +/- 6 seconds.
 FR1000
 FR1000.The orthometric height was determined by differential leveling
 FR1000.and adjusted by the  in 1992.
 FR1000.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1000.rate of 0.0 thru 1.0 mm/km.
 FR1000
 FR1000.The geoid height was determined by GEOID03.
 FR1000
 FR1000.The dynamic height is computed by dividing the NAVD 88
 FR1000.geopotential number by the normal gravity value computed on the
 FR1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1000.degrees latitude (g = 980.6199 gals.).
 FR1000
 FR1000.The modeled gravity was interpolated from observed gravity values.
 FR1000
 FR1000;                    North         East    Units  Estimated Accuracy
 FR1000;SPC AZ C     -   477,430.      143,990.      MT  (+/- 180 meters Scaled)
 FR1000
 FR1000                          SUPERSEDED SURVEY CONTROL
 FR1000
 FR1000  NGVD 29 (??/??/92) 1730.81   (m)         5678.5    (f) COMPUTED    2 2
 FR1000
 FR1000.Superseded values are not recommended for survey control.
 FR1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1000.See file dsdata.txt to determine how the superseded data were derived.
 FR1000
 FR1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE473079(NAD 83)
 FR1000_MARKER: DB = BENCH MARK DISK
 FR1000_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1000_SP_SET: COPPER-CLAD STEEL ROD
 FR1000_STAMPING: 50 EMH 1973 5679
 FR1000_MARK LOGO: USGS  
 FR1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1000
 FR1000  HISTORY     - Date     Condition        Report By
 FR1000  HISTORY     - 1973     MONUMENTED       USGS
 FR1000
 FR1000                          STATION DESCRIPTION
 FR1000
 FR1000'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1000'21.6 KM (13.40 MI) ENE FROM SELIGMAN.
 FR1000'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1000'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1000'THENCE 1.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1000'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 418, 309 FEET EAST OF
 FR1000'A RIGHT ANGLE JOG IN A FENCE LINE ON THE SOUTH SIDE OF THE ROAD, 255
 FR1000'FEET EAST OF A TELEPHONE LINE CROSSING, 39 FEET NORTH OF THE
 FR1000'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1000'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0493 ***********************************************************************
 DA0493  DESIGNATION -  50 GWM
 DA0493  PID         -  DA0493
 DA0493  STATE/COUNTY-  AZ/PIMA
 DA0493  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0493
 DA0493                         *CURRENT SURVEY CONTROL
 DA0493  ___________________________________________________________________
 DA0493* NAD 83(1986)-  32 28 27.     (N)    112 31 19.     (W)     SCALED    
 DA0493* NAVD 88     -       725.99   (+/-2cm)    2381.9    (feet)  VERTCON   
 DA0493  ___________________________________________________________________
 DA0493  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0493
 DA0493.The horizontal coordinates were scaled from a topographic map and have
 DA0493.an estimated accuracy of +/- 6 seconds.
 DA0493
 DA0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0493.The vertical order pertains to the NGVD 29 superseded value.
 DA0493
 DA0493.The geoid height was determined by GEOID03.
 DA0493
 DA0493;                    North         East    Units  Estimated Accuracy
 DA0493;SPC AZ C     -   163,600.      156,470.      MT  (+/- 180 meters Scaled)
 DA0493
 DA0493                          SUPERSEDED SURVEY CONTROL
 DA0493
 DA0493  NGVD 29 (??/??/92)  725.261  (m)         2379.46   (f) ADJ UNCH    2 0
 DA0493
 DA0493.Superseded values are not recommended for survey control.
 DA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0493.See file dsdata.txt to determine how the superseded data were derived.
 DA0493
 DA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA569940(NAD 83)
 DA0493_MARKER: DD = SURVEY DISK
 DA0493_SETTING: 0 = UNSPECIFIED SETTING
 DA0493_STAMPING: 50 GWM 1948 2379
 DA0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0493
 DA0493  HISTORY     - Date     Condition        Report By
 DA0493  HISTORY     - 1948     MONUMENTED       USGS
 DA0493  HISTORY     - 1961     GOOD             NGS
 DA0493
 DA0493                          STATION DESCRIPTION
 DA0493
 DA0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0493'19.75 MI W FROM VENTANA.
 DA0493'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0493'AT VENTANA.  THENCE 13.25 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0493'PIPE LINE.  OR ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA
 DA0493'AND GILA BEND RAILROAD FROM THE STATION AT AJO.  TNENCE 1.4 MILES
 DA0493'SOUTHEAST ALONG STATE HIGHWAY 85.  THENCE 22.7 MILES EAST ALONG A DIRT
 DA0493'ROAD WHICH FOLLOWS A PIPE LINE.  0.85 MILE EAST OF 2 VALVES ON THE
 DA0493'PIPE LINE, 0.3 MILE EAST OF A WASH, 31.5 FEET SOUTH OF THE CENTER LINE
 DA0493'OF THE ROAD, 31 FEET SOUTHWEST OF PIPE LINE MILEPOST NUMBER 60, 46
 DA0493'YARDS WEST OF BM Y 336, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0642 ***********************************************************************
 FP0642  DESIGNATION -  50 HLS
 FP0642  PID         -  FP0642
 FP0642  STATE/COUNTY-  AZ/APACHE
 FP0642  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0642
 FP0642                         *CURRENT SURVEY CONTROL
 FP0642  ___________________________________________________________________
 FP0642* NAD 83(1986)-  35 30 24.     (N)    109 31 40.     (W)     SCALED    
 FP0642* NAVD 88     -      1956.808  (meters)    6419.96   (feet)  ADJUSTED  
 FP0642  ___________________________________________________________________
 FP0642  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 FP0642  DYNAMIC HT  -        1954.096 (meters)    6411.06  (feet)  COMP
 FP0642  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 FP0642
 FP0642  VERT ORDER  -  SECOND    CLASS II
 FP0642
 FP0642.The horizontal coordinates were scaled from a topographic map and have
 FP0642.an estimated accuracy of +/- 6 seconds.
 FP0642
 FP0642.The orthometric height was determined by differential leveling
 FP0642.and adjusted in June 1991.
 FP0642
 FP0642.The geoid height was determined by GEOID03.
 FP0642
 FP0642.The dynamic height is computed by dividing the NAVD 88
 FP0642.geopotential number by the normal gravity value computed on the
 FP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0642.degrees latitude (g = 980.6199 gals.).
 FP0642
 FP0642.The modeled gravity was interpolated from observed gravity values.
 FP0642
 FP0642;                    North         East    Units  Estimated Accuracy
 FP0642;SPC AZ E     -   499,970.      271,320.      MT  (+/- 180 meters Scaled)
 FP0642
 FP0642                          SUPERSEDED SURVEY CONTROL
 FP0642
 FP0642.No superseded survey control is available for this station.
 FP0642
 FP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335302(NAD 83)
 FP0642_MARKER: DB = BENCH MARK DISK
 FP0642_SETTING: 66 = SET IN ROCK OUTCROP
 FP0642_SP_SET: ROCK OUTCROP
 FP0642_STAMPING: 50 HLS 1970 6417
 FP0642_MARK LOGO: USGS  
 FP0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0642+STABILITY: POSITION/ELEVATION WELL
 FP0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0642+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0642
 FP0642  HISTORY     - Date     Condition        Report By
 FP0642  HISTORY     - 1970     MONUMENTED       USGS
 FP0642
 FP0642                          STATION DESCRIPTION
 FP0642
 FP0642'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0642'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0642'OFFICE AT GANADO, ARIZONA), PROCEED 0.4 MILES NORTH ALONG STATE
 FP0642'HIGHWAY 63, 123 FEET WEST OF THE HIGHWAY, 51 FEET SOUTH OF A WATER
 FP0642'WELL, IN A 27 BY 15 FOOT SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0349 ***********************************************************************
 DU0349  DESIGNATION -  50+00
 DU0349  PID         -  DU0349
 DU0349  STATE/COUNTY-  AZ/GILA
 DU0349  USGS QUAD   -  CHRYSOTILE (1966)
 DU0349
 DU0349                         *CURRENT SURVEY CONTROL
 DU0349  ___________________________________________________________________
 DU0349* NAD 83(1986)-  33 42 08.     (N)    110 32 43.     (W)     SCALED    
 DU0349* NAVD 88     -      1765.091  (meters)    5790.97   (feet)  ADJUSTED  
 DU0349  ___________________________________________________________________
 DU0349  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DU0349  DYNAMIC HT  -        1762.538 (meters)    5782.59  (feet)  COMP
 DU0349  MODELED GRAV-     979,126.5   (mgal)                       NAVD 88
 DU0349
 DU0349  VERT ORDER  -  SECOND    CLASS 0
 DU0349
 DU0349.The horizontal coordinates were scaled from a topographic map and have
 DU0349.an estimated accuracy of +/- 6 seconds.
 DU0349
 DU0349.The orthometric height was determined by differential leveling
 DU0349.and adjusted in June 1991.
 DU0349
 DU0349.The geoid height was determined by GEOID03.
 DU0349
 DU0349.The dynamic height is computed by dividing the NAVD 88
 DU0349.geopotential number by the normal gravity value computed on the
 DU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0349.degrees latitude (g = 980.6199 gals.).
 DU0349
 DU0349.The modeled gravity was interpolated from observed gravity values.
 DU0349
 DU0349;                    North         East    Units  Estimated Accuracy
 DU0349;SPC AZ E     -   299,690.      178,260.      MT  (+/- 180 meters Scaled)
 DU0349
 DU0349                          SUPERSEDED SURVEY CONTROL
 DU0349
 DU0349  NGVD 29 (??/??/92) 1764.364  (m)         5788.58   (f) ADJ UNCH    2 0
 DU0349
 DU0349.Superseded values are not recommended for survey control.
 DU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0349.See file dsdata.txt to determine how the superseded data were derived.
 DU0349
 DU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC421292(NAD 83)
 DU0349_MARKER: DD = SURVEY DISK
 DU0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0349_SP_SET: CULVERT
 DU0349_STAMPING: STA 50+00
 DU0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0349
 DU0349  HISTORY     - Date     Condition        Report By
 DU0349  HISTORY     - UNK      MONUMENTED       AZHD
 DU0349  HISTORY     - 1960     MARK NOT FOUND   NGS
 DU0349  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0349
 DU0349                          STATION DESCRIPTION
 DU0349
 DU0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0349'32.0 MI NE FROM GLOBE.
 DU0349'ABOUT 32.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA
 DU0349'COUNTY, ABOUT 1.5 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE
 DU0349'ROAD, AT A CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD
 DU0349'WALL, AND 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  AN ARIZONA
 DU0349'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED STA 50+00.  NOTE-- THE
 DU0349'HIGHWAY HAS BEEN CHANGED AND NO CULVERT COULD BE FOUND AT THE
 DU0349'DESCRIBED LOCATION.
 DU0349
 DU0349                          STATION RECOVERY (1966)
 DU0349
 DU0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0059 ***********************************************************************
 FQ0059  DESIGNATION -  5002
 FQ0059  PID         -  FQ0059
 FQ0059  STATE/COUNTY-  AZ/COCONINO
 FQ0059  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0059
 FQ0059                         *CURRENT SURVEY CONTROL
 FQ0059  ___________________________________________________________________
 FQ0059* NAD 83(1986)-  35 05 35.     (N)    110 55 27.     (W)     SCALED    
 FQ0059* NAVD 88     -      1525.660  (meters)    5005.44   (feet)  ADJUSTED  
 FQ0059  ___________________________________________________________________
 FQ0059  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0059  DYNAMIC HT  -        1523.629 (meters)    4998.77  (feet)  COMP
 FQ0059  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 FQ0059
 FQ0059  VERT ORDER  -  SECOND    CLASS 0
 FQ0059
 FQ0059.The horizontal coordinates were scaled from a topographic map and have
 FQ0059.an estimated accuracy of +/- 6 seconds.
 FQ0059
 FQ0059.The orthometric height was determined by differential leveling
 FQ0059.and adjusted in June 1991.
 FQ0059
 FQ0059.The geoid height was determined by GEOID03.
 FQ0059
 FQ0059.The dynamic height is computed by dividing the NAVD 88
 FQ0059.geopotential number by the normal gravity value computed on the
 FQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0059.degrees latitude (g = 980.6199 gals.).
 FQ0059
 FQ0059.The modeled gravity was interpolated from observed gravity values.
 FQ0059
 FQ0059;                    North         East    Units  Estimated Accuracy
 FQ0059;SPC AZ C     -   454,350.      303,850.      MT  (+/- 180 meters Scaled)
 FQ0059
 FQ0059                          SUPERSEDED SURVEY CONTROL
 FQ0059
 FQ0059  NGVD 29 (??/??/92) 1524.860  (m)         5002.81   (f) ADJ UNCH    2 0
 FQ0059
 FQ0059.Superseded values are not recommended for survey control.
 FQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0059.See file dsdata.txt to determine how the superseded data were derived.
 FQ0059
 FQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD069833(NAD 83)
 FQ0059_MARKER: DD = SURVEY DISK
 FQ0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0059_SP_SET: BRIDGE
 FQ0059_STAMPING: ELEV. 5002.83 STA. 2278 + 70
 FQ0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0059
 FQ0059  HISTORY     - Date     Condition        Report By
 FQ0059  HISTORY     - UNK      MONUMENTED       AZDT
 FQ0059  HISTORY     - 1958     GOOD             NGS
 FQ0059  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0059
 FQ0059                          STATION DESCRIPTION
 FQ0059
 FQ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0059'14.0 MI W FROM WINSLOW.
 FQ0059'14.05 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN
 FQ0059'WINSLOW, 0.65 MILE EAST OF METEOR CITY TRADING POST, 23 FEET SOUTH OF
 FQ0059'THE CENTERLINE OF THE HIGHWAY, CEMENTED IN A DRILL HOLE IN THE SOUTH
 FQ0059'HEADWALL OF A CONCRETE BRIDGE.
 FQ0059
 FQ0059                          STATION RECOVERY (1983)
 FQ0059
 FQ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0059'THERE IS A NEW CULVERT AT THIS LOCATION AND THE MARK SHOULD BE
 FQ0059'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1123 ***********************************************************************
 ES1123  DESIGNATION -  5005.41
 ES1123  PID         -  ES1123
 ES1123  STATE/COUNTY-  AZ/NAVAJO
 ES1123  USGS QUAD   -  JOSEPH CITY (1986)
 ES1123
 ES1123                         *CURRENT SURVEY CONTROL
 ES1123  ___________________________________________________________________
 ES1123* NAD 83(1986)-  34 57 23.     (N)    110 20 28.     (W)     SCALED    
 ES1123* NAVD 88     -      1526.518  (meters)    5008.25   (feet)  ADJUSTED  
 ES1123  ___________________________________________________________________
 ES1123  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES1123  DYNAMIC HT  -        1524.466 (meters)    5001.52  (feet)  COMP
 ES1123  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 ES1123
 ES1123  VERT ORDER  -  THIRD
 ES1123
 ES1123.The horizontal coordinates were scaled from a topographic map and have
 ES1123.an estimated accuracy of +/- 6 seconds.
 ES1123
 ES1123.The orthometric height was determined by differential leveling
 ES1123.and adjusted in June 1991.
 ES1123
 ES1123.The geoid height was determined by GEOID03.
 ES1123
 ES1123.The dynamic height is computed by dividing the NAVD 88
 ES1123.geopotential number by the normal gravity value computed on the
 ES1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1123.degrees latitude (g = 980.6199 gals.).
 ES1123
 ES1123.The modeled gravity was interpolated from observed gravity values.
 ES1123
 ES1123;                    North         East    Units  Estimated Accuracy
 ES1123;SPC AZ E     -   438,750.      197,430.      MT  (+/- 180 meters Scaled)
 ES1123
 ES1123                          SUPERSEDED SURVEY CONTROL
 ES1123
 ES1123  NGVD 29 (??/??/92) 1525.74   (m)         5005.7    (f) COMPUTED    3 0
 ES1123
 ES1123.Superseded values are not recommended for survey control.
 ES1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1123.See file dsdata.txt to determine how the superseded data were derived.
 ES1123
 ES1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD601684(NAD 83)
 ES1123_MARKER: DD = SURVEY DISK
 ES1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES1123_SP_SET: CONCRETE BRIDGE
 ES1123_STAMPING: 5005.41
 ES1123_MARK LOGO: AZHD  
 ES1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1123+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1970
 ES1123
 ES1123  HISTORY     - Date     Condition        Report By
 ES1123  HISTORY     - UNK      MONUMENTED       AZHD
 ES1123  HISTORY     - 19701218 GOOD             USGS
 ES1123  HISTORY     - 20080619 MARK NOT FOUND   INDIV
 ES1123
 ES1123                          STATION DESCRIPTION
 ES1123
 ES1123'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1123'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.3 MILES WEST
 ES1123'ALONG U.S. HIGHWAY 66 TO A CONCRETE BRIDGE OVER A WASH, 18 FEET
 ES1123'SOUTH OF THE HIGHWAY, IN THE EAST END OF THE BRIDGE.
 ES1123
 ES1123                          STATION RECOVERY (2008)
 ES1123
 ES1123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 ES1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0084 ***********************************************************************
 FR0084  DESIGNATION -  5008
 FR0084  PID         -  FR0084
 FR0084  STATE/COUNTY-  AZ/YAVAPAI
 FR0084  USGS QUAD   -  MEATH SPRING (1979)
 FR0084
 FR0084                         *CURRENT SURVEY CONTROL
 FR0084  ___________________________________________________________________
 FR0084* NAD 83(1986)-  35 04 49.     (N)    112 24 22.     (W)     SCALED    
 FR0084* NAVD 88     -      1527.18   (+/-2cm)    5010.4    (feet)  VERTCON   
 FR0084  ___________________________________________________________________
 FR0084  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 FR0084  VERT ORDER  -  ? (See Below)
 FR0084
 FR0084.The horizontal coordinates were scaled from a topographic map and have
 FR0084.an estimated accuracy of +/- 6 seconds.
 FR0084
 FR0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0084.The vertical order pertains to the NGVD 29 superseded value.
 FR0084
 FR0084.The geoid height was determined by GEOID03.
 FR0084
 FR0084;                    North         East    Units  Estimated Accuracy
 FR0084;SPC AZ C     -   452,590.      168,730.      MT  (+/- 180 meters Scaled)
 FR0084
 FR0084                          SUPERSEDED SURVEY CONTROL
 FR0084
 FR0084  NGVD 29 (??/??/92) 1526.329  (m)         5007.63   (f) ADJ UNCH    ?  
 FR0084
 FR0084.Superseded values are not recommended for survey control.
 FR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0084.See file dsdata.txt to determine how the superseded data were derived.
 FR0084
 FR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD718828(NAD 83)
 FR0084_MARKER: P = PIPE CAP
 FR0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0084
 FR0084  HISTORY     - Date     Condition        Report By
 FR0084  HISTORY     - UNK      MONUMENTED       USGS
 FR0084  HISTORY     - 1932     GOOD             NGS
 FR0084
 FR0084                          STATION DESCRIPTION
 FR0084
 FR0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0084'IN LITTLE HELL CANYON.
 FR0084'300 FEET NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0084'LITTLE HELL CANYON, YAVAPAI COUNTY, 210 FEET NORTH OF MILEPOST 13, AND
 FR0084'50 FEET EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0084'CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0326 ***********************************************************************
 GP0326  DESIGNATION -  5014.03
 GP0326  PID         -  GP0326
 GP0326  STATE/COUNTY-  AZ/COCONINO
 GP0326  USGS QUAD   -  EMMETT HILL (1985)
 GP0326
 GP0326                         *CURRENT SURVEY CONTROL
 GP0326  ___________________________________________________________________
 GP0326* NAD 83(1986)-  36 41 57.     (N)    111 55 20.     (W)     SCALED    
 GP0326* NAVD 88     -      1525.776  (meters)    5005.82   (feet)  POSTED    
 GP0326  ___________________________________________________________________
 GP0326  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 GP0326  DYNAMIC HT  -        1523.950 (meters)    4999.83  (feet)  COMP
 GP0326  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 GP0326
 GP0326  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0326
 GP0326.The horizontal coordinates were scaled from a topographic map and have
 GP0326.an estimated accuracy of +/- 6 seconds.
 GP0326
 GP0326.The orthometric height was determined by differential leveling
 GP0326.and adjusted by the  in 1992.
 GP0326.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0326.rate of 0.0 thru 1.0 mm/km.
 GP0326
 GP0326.The geoid height was determined by GEOID03.
 GP0326
 GP0326.The dynamic height is computed by dividing the NAVD 88
 GP0326.geopotential number by the normal gravity value computed on the
 GP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0326.degrees latitude (g = 980.6199 gals.).
 GP0326
 GP0326.The modeled gravity was interpolated from observed gravity values.
 GP0326
 GP0326;                    North         East    Units  Estimated Accuracy
 GP0326;SPC AZ C     -   632,090.      212,860.      MT  (+/- 180 meters Scaled)
 GP0326
 GP0326                          SUPERSEDED SURVEY CONTROL
 GP0326
 GP0326  NGVD 29 (??/??/92) 1524.810  (m)         5002.65   (f) ADJ UNCH    1 2
 GP0326
 GP0326.Superseded values are not recommended for survey control.
 GP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0326.See file dsdata.txt to determine how the superseded data were derived.
 GP0326
 GP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF176618(NAD 83)
 GP0326_MARKER: DD = SURVEY DISK
 GP0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0326_SP_SET: CULVERT
 GP0326_STAMPING: 5014.03 1087+70.5 1934
 GP0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0326
 GP0326  HISTORY     - Date     Condition        Report By
 GP0326  HISTORY     - 1934     MONUMENTED       AZHD
 GP0326  HISTORY     - 1934     GOOD             NGS
 GP0326
 GP0326                          STATION DESCRIPTION
 GP0326
 GP0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0326'7.0 MI E FROM HOUSE ROCK SPRINGS.
 GP0326'7.0 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0326'COUNTY, AT AN 8- BY 12-FOOT BOX CULVERT, AND IN THE CENTER OF THE TOP
 GP0326'OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 GP0326'STANDARD DISK, STAMPED 5014.03 1087+70.5 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0268 ***********************************************************************
 GP0268  DESIGNATION -  5015.90
 GP0268  PID         -  GP0268
 GP0268  STATE/COUNTY-  AZ/COCONINO
 GP0268  USGS QUAD   -  EMMETT HILL (1985)
 GP0268
 GP0268                         *CURRENT SURVEY CONTROL
 GP0268  ___________________________________________________________________
 GP0268* NAD 83(1986)-  36 41 33.     (N)    111 53 38.     (W)     SCALED    
 GP0268* NAVD 88     -      1526.341  (meters)    5007.67   (feet)  POSTED    
 GP0268  ___________________________________________________________________
 GP0268  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 GP0268  DYNAMIC HT  -        1524.530 (meters)    5001.73  (feet)  COMP
 GP0268  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 GP0268
 GP0268  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0268
 GP0268.The horizontal coordinates were scaled from a topographic map and have
 GP0268.an estimated accuracy of +/- 6 seconds.
 GP0268
 GP0268.The orthometric height was determined by differential leveling
 GP0268.and adjusted by the  in 1992.
 GP0268.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0268.rate of 0.0 thru 1.0 mm/km.
 GP0268
 GP0268.The geoid height was determined by GEOID03.
 GP0268
 GP0268.The dynamic height is computed by dividing the NAVD 88
 GP0268.geopotential number by the normal gravity value computed on the
 GP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0268.degrees latitude (g = 980.6199 gals.).
 GP0268
 GP0268.The modeled gravity was interpolated from observed gravity values.
 GP0268
 GP0268;                    North         East    Units  Estimated Accuracy
 GP0268;SPC AZ C     -   631,350.      215,400.      MT  (+/- 180 meters Scaled)
 GP0268
 GP0268                          SUPERSEDED SURVEY CONTROL
 GP0268
 GP0268  NGVD 29 (??/??/92) 1525.381  (m)         5004.52   (f) ADJ UNCH    1 2
 GP0268
 GP0268.Superseded values are not recommended for survey control.
 GP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0268.See file dsdata.txt to determine how the superseded data were derived.
 GP0268
 GP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF201611(NAD 83)
 GP0268_MARKER: DD = SURVEY DISK
 GP0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0268_SP_SET: CULVERT
 GP0268_STAMPING: 5015.90 1003+00.0 1934
 GP0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0268
 GP0268  HISTORY     - Date     Condition        Report By
 GP0268  HISTORY     - 1934     MONUMENTED       AZHD
 GP0268  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0268
 GP0268                          STATION DESCRIPTION
 GP0268
 GP0268'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1934
 GP0268'8.5 MI E FROM HOUSE ROCK SPRINGS.
 GP0268'8.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0268'COUNTY, AT A 24-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER
 GP0268'OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0268'DEPARTMENT STANDARD DISK, STAMPED 5015.90 1003+00.0 1934.
 GP0268
 GP0268                          STATION RECOVERY (1978)
 GP0268
 GP0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0327 ***********************************************************************
 GP0327  DESIGNATION -  5018.61
 GP0327  PID         -  GP0327
 GP0327  STATE/COUNTY-  AZ/COCONINO
 GP0327  USGS QUAD   -  EMMETT HILL (1985)
 GP0327
 GP0327                         *CURRENT SURVEY CONTROL
 GP0327  ___________________________________________________________________
 GP0327* NAD 83(1986)-  36 42 10.     (N)    111 56 22.     (W)     SCALED    
 GP0327* NAVD 88     -      1527.169  (meters)    5010.39   (feet)  POSTED    
 GP0327  ___________________________________________________________________
 GP0327  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 GP0327  DYNAMIC HT  -        1525.340 (meters)    5004.39  (feet)  COMP
 GP0327  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 GP0327
 GP0327  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0327
 GP0327.The horizontal coordinates were scaled from a topographic map and have
 GP0327.an estimated accuracy of +/- 6 seconds.
 GP0327
 GP0327.The orthometric height was determined by differential leveling
 GP0327.and adjusted by the  in 1992.
 GP0327.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0327.rate of 0.0 thru 1.0 mm/km.
 GP0327
 GP0327.The geoid height was determined by GEOID03.
 GP0327
 GP0327.The dynamic height is computed by dividing the NAVD 88
 GP0327.geopotential number by the normal gravity value computed on the
 GP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0327.degrees latitude (g = 980.6199 gals.).
 GP0327
 GP0327.The modeled gravity was interpolated from observed gravity values.
 GP0327
 GP0327;                    North         East    Units  Estimated Accuracy
 GP0327;SPC AZ C     -   632,490.      211,330.      MT  (+/- 180 meters Scaled)
 GP0327
 GP0327                          SUPERSEDED SURVEY CONTROL
 GP0327
 GP0327  NGVD 29 (??/??/92) 1526.197  (m)         5007.20   (f) ADJ UNCH    1 2
 GP0327
 GP0327.Superseded values are not recommended for survey control.
 GP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0327.See file dsdata.txt to determine how the superseded data were derived.
 GP0327
 GP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF160623(NAD 83)
 GP0327_MARKER: DD = SURVEY DISK
 GP0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0327_SP_SET: CULVERT
 GP0327_STAMPING: 5018.61 1138+00 1934
 GP0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0327
 GP0327  HISTORY     - Date     Condition        Report By
 GP0327  HISTORY     - 1934     MONUMENTED       AZHD
 GP0327  HISTORY     - 1934     GOOD             NGS
 GP0327
 GP0327                          STATION DESCRIPTION
 GP0327
 GP0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0327'6.0 MI E FROM HOUSE ROCK SPRINGS.
 GP0327'6.0 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0327'COUNTY, AT A 24-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER
 GP0327'OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0327'DEPARTMENT STANDARD DISK, STAMPED 5018.61 1138+00 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0777 ***********************************************************************
 ES0777  DESIGNATION -  5021.37
 ES0777  PID         -  ES0777
 ES0777  STATE/COUNTY-  AZ/NAVAJO
 ES0777  USGS QUAD   -  HOLBROOK (1986)
 ES0777
 ES0777                         *CURRENT SURVEY CONTROL
 ES0777  ___________________________________________________________________
 ES0777* NAD 83(1986)-  34 54 28.     (N)    110 12 42.     (W)     SCALED    
 ES0777* NAVD 88     -      1561.831  (meters)    5124.11   (feet)  ADJUSTED  
 ES0777  ___________________________________________________________________
 ES0777  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0777  DYNAMIC HT  -        1559.698 (meters)    5117.11  (feet)  COMP
 ES0777  MODELED GRAV-     979,214.0   (mgal)                       NAVD 88
 ES0777
 ES0777  VERT ORDER  -  FIRST     CLASS II
 ES0777
 ES0777.The horizontal coordinates were scaled from a topographic map and have
 ES0777.an estimated accuracy of +/- 6 seconds.
 ES0777
 ES0777.The orthometric height was determined by differential leveling
 ES0777.and adjusted in June 1991.
 ES0777
 ES0777.The geoid height was determined by GEOID03.
 ES0777
 ES0777.The dynamic height is computed by dividing the NAVD 88
 ES0777.geopotential number by the normal gravity value computed on the
 ES0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0777.degrees latitude (g = 980.6199 gals.).
 ES0777
 ES0777.The modeled gravity was interpolated from observed gravity values.
 ES0777
 ES0777;                    North         East    Units  Estimated Accuracy
 ES0777;SPC AZ E     -   433,350.      209,250.      MT  (+/- 180 meters Scaled)
 ES0777
 ES0777                          SUPERSEDED SURVEY CONTROL
 ES0777
 ES0777.No superseded survey control is available for this station.
 ES0777
 ES0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD720631(NAD 83)
 ES0777_MARKER: DB = BENCH MARK DISK
 ES0777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0777_SP_SET: ABUTMENT
 ES0777_STAMPING: EL. 5021.37 1977
 ES0777_MARK LOGO: AZDT  
 ES0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0777
 ES0777  HISTORY     - Date     Condition        Report By
 ES0777  HISTORY     - 1977     MONUMENTED       AZDT
 ES0777  HISTORY     - 1983     GOOD             NGS
 ES0777
 ES0777                          STATION DESCRIPTION
 ES0777
 ES0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0777'5.3 KM (3.3 MI) WEST FROM HOLBROOK.
 ES0777'5.3 KM (3.3 MI) WEST ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40
 ES0777'FROM THE POST OFFICE IN HOLBROOK, IN TOP OF AND 0.2 METER (0.7 FT)
 ES0777'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE PERKING
 ES0777'VALLEY ROAD OVERPASS OF THE HIGHWAY, 23.4 METERS (76.8 FT) SOUTH OF
 ES0777'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 4.3 METERS
 ES0777'(14.1 FT) EAST OF THE CENTERLINE OF THE ROAD AND 2.8 METERS (9.2 FT)
 ES0777'NORTH OF THE SOUTH END OF THE BRIDGE.
 ES0777'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0062 ***********************************************************************
 ES0062  DESIGNATION -  5027.12
 ES0062  PID         -  ES0062
 ES0062  STATE/COUNTY-  AZ/NAVAJO
 ES0062  USGS QUAD   -  JOSEPH CITY (1986)
 ES0062
 ES0062                         *CURRENT SURVEY CONTROL
 ES0062  ___________________________________________________________________
 ES0062* NAD 83(1986)-  34 57 16.     (N)    110 18 58.     (W)     SCALED    
 ES0062* NAVD 88     -      1533.103  (meters)    5029.86   (feet)  ADJUSTED  
 ES0062  ___________________________________________________________________
 ES0062  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0062  DYNAMIC HT  -        1531.032 (meters)    5023.06  (feet)  COMP
 ES0062  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 ES0062
 ES0062  VERT ORDER  -  SECOND    CLASS 0
 ES0062
 ES0062.The horizontal coordinates were scaled from a topographic map and have
 ES0062.an estimated accuracy of +/- 6 seconds.
 ES0062
 ES0062.The orthometric height was determined by differential leveling
 ES0062.and adjusted in June 1991.
 ES0062
 ES0062.The geoid height was determined by GEOID03.
 ES0062
 ES0062.The dynamic height is computed by dividing the NAVD 88
 ES0062.geopotential number by the normal gravity value computed on the
 ES0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0062.degrees latitude (g = 980.6199 gals.).
 ES0062
 ES0062.The modeled gravity was interpolated from observed gravity values.
 ES0062
 ES0062;                    North         East    Units  Estimated Accuracy
 ES0062;SPC AZ E     -   438,530.      199,710.      MT  (+/- 180 meters Scaled)
 ES0062
 ES0062                          SUPERSEDED SURVEY CONTROL
 ES0062
 ES0062  NGVD 29 (??/??/92) 1532.325  (m)         5027.30   (f) ADJ UNCH    2 0
 ES0062
 ES0062.Superseded values are not recommended for survey control.
 ES0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0062.See file dsdata.txt to determine how the superseded data were derived.
 ES0062
 ES0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD624682(NAD 83)
 ES0062_MARKER: DD = SURVEY DISK
 ES0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0062_SP_SET: BRIDGE
 ES0062_STAMPING: 5027.12 1154-05
 ES0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0062
 ES0062  HISTORY     - Date     Condition        Report By
 ES0062  HISTORY     - UNK      MONUMENTED       AZHD
 ES0062  HISTORY     - 1959     GOOD             NGS
 ES0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0062
 ES0062                          STATION DESCRIPTION
 ES0062
 ES0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0062'0.1 MI E FROM JOSEPH CITY.
 ES0062'1.0 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0062'CITY, NAVAJO COUNTY, 41 FEET SOUTH OF TELEPHONE NUMBER 8126, 24 FEET
 ES0062'NORTH OF THE CENTER OF THE HIGHWAY, AND CEMENTED IN THE CENTER OF THE
 ES0062'NORTH HEADWALL OF A 15-FOOT CONCRETE BRIDGE.
 ES0062
 ES0062                          STATION RECOVERY (1983)
 ES0062
 ES0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1142 ***********************************************************************
 DA1142  DESIGNATION -  503 09
 DA1142  PID         -  DA1142
 DA1142  STATE/COUNTY-  AZ/YUMA
 DA1142  USGS QUAD   -  MOHAWK (1982)
 DA1142
 DA1142                         *CURRENT SURVEY CONTROL
 DA1142  ___________________________________________________________________
 DA1142* NAD 83(1986)-  32 43 30.     (N)    113 46 13.     (W)     SCALED    
 DA1142* NAVD 88     -       154.055  (meters)     505.43   (feet)  ADJUSTED  
 DA1142  ___________________________________________________________________
 DA1142  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DA1142  DYNAMIC HT  -         153.882 (meters)     504.86  (feet)  COMP
 DA1142  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 DA1142
 DA1142  VERT ORDER  -  FIRST     CLASS II
 DA1142
 DA1142.The horizontal coordinates were scaled from a topographic map and have
 DA1142.an estimated accuracy of +/- 6 seconds.
 DA1142
 DA1142.The orthometric height was determined by differential leveling
 DA1142.and adjusted in June 1991.
 DA1142
 DA1142.The geoid height was determined by GEOID03.
 DA1142
 DA1142.The dynamic height is computed by dividing the NAVD 88
 DA1142.geopotential number by the normal gravity value computed on the
 DA1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1142.degrees latitude (g = 980.6199 gals.).
 DA1142
 DA1142.The modeled gravity was interpolated from observed gravity values.
 DA1142
 DA1142;                    North         East    Units  Estimated Accuracy
 DA1142;SPC AZ W     -   191,260.      211,460.      MT  (+/- 180 meters Scaled)
 DA1142
 DA1142                          SUPERSEDED SURVEY CONTROL
 DA1142
 DA1142  NGVD 29 (??/??/92)  153.403  (m)          503.29   (f) ADJ UNCH    1 2
 DA1142
 DA1142.Superseded values are not recommended for survey control.
 DA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1142.See file dsdata.txt to determine how the superseded data were derived.
 DA1142
 DA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB403241(NAD 83)
 DA1142_MARKER: DD = SURVEY DISK
 DA1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1142_SP_SET: BRIDGE
 DA1142_STAMPING: 503-09
 DA1142_MARK LOGO: AZHD  
 DA1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1142
 DA1142  HISTORY     - Date     Condition        Report By
 DA1142  HISTORY     - UNK      MONUMENTED       AZHD
 DA1142  HISTORY     - 1960     GOOD             NGS
 DA1142  HISTORY     - 1981     GOOD             NGS
 DA1142  HISTORY     - 1981     GOOD             NGS
 DA1142  HISTORY     - 20090206 GOOD             GEOCAC
 DA1142
 DA1142                          STATION DESCRIPTION
 DA1142
 DA1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1142'1.0 MI W FROM MOHAWK.
 DA1142'1.0 MILE WEST ON U.S. HIGHWAY 80 FROM MOHAWK TO A CONCRETE BRIDGE, 310
 DA1142'FEET SOUTH OF B.M. R 322, SET IN A DRILL HOLE IN THE NORTH CURB OF A
 DA1142'CONCRETE BRIDGE.
 DA1142
 DA1142                          STATION RECOVERY (1981)
 DA1142
 DA1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1142'17.4 KM (10.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1142'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1142'HIGHWAY BRIDGE, 94.5 M (310 FT) SOUTHEAST OF BENCH MARK R 322, 7.0 M
 DA1142'(23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (9.0 FT)
 DA1142'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1142'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 DA1142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1142
 DA1142                          STATION RECOVERY (1981)
 DA1142
 DA1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1142'17.4 KM (10.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1142'IN TACNA, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF A SMALL
 DA1142'HIGHWAY BRIDGE, 94.5 M (310 FT) SOUTHEAST OF BENCH MARK R 322, 7.0 M
 DA1142'(23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (9.0 FT)
 DA1142'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 2.1 M (7.0 FT)
 DA1142'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 DA1142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1142
 DA1142                          STATION RECOVERY (2009)
 DA1142
 DA1142'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1142'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DA1142'COORDINATES OF N 32 43' 31.6 W 113 46' 17.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0329 ***********************************************************************
 GP0329  DESIGNATION -  5034.52
 GP0329  PID         -  GP0329
 GP0329  STATE/COUNTY-  AZ/COCONINO
 GP0329  USGS QUAD   -  EMMETT HILL (1985)
 GP0329
 GP0329                         *CURRENT SURVEY CONTROL
 GP0329  ___________________________________________________________________
 GP0329* NAD 83(1986)-  36 42 20.     (N)    111 56 53.     (W)     SCALED    
 GP0329* NAVD 88     -      1532.014  (meters)    5026.28   (feet)  POSTED    
 GP0329  ___________________________________________________________________
 GP0329  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 GP0329  DYNAMIC HT  -        1530.180 (meters)    5020.27  (feet)  COMP
 GP0329  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 GP0329
 GP0329  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0329
 GP0329.The horizontal coordinates were scaled from a topographic map and have
 GP0329.an estimated accuracy of +/- 6 seconds.
 GP0329
 GP0329.The orthometric height was determined by differential leveling
 GP0329.and adjusted by the  in 1992.
 GP0329.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0329.rate of 0.0 thru 1.0 mm/km.
 GP0329
 GP0329.The geoid height was determined by GEOID03.
 GP0329
 GP0329.The dynamic height is computed by dividing the NAVD 88
 GP0329.geopotential number by the normal gravity value computed on the
 GP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0329.degrees latitude (g = 980.6199 gals.).
 GP0329
 GP0329.The modeled gravity was interpolated from observed gravity values.
 GP0329
 GP0329;                    North         East    Units  Estimated Accuracy
 GP0329;SPC AZ C     -   632,800.      210,560.      MT  (+/- 180 meters Scaled)
 GP0329
 GP0329                          SUPERSEDED SURVEY CONTROL
 GP0329
 GP0329  NGVD 29 (??/??/92) 1531.035  (m)         5023.07   (f) ADJ UNCH    1 2
 GP0329
 GP0329.Superseded values are not recommended for survey control.
 GP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0329.See file dsdata.txt to determine how the superseded data were derived.
 GP0329
 GP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF153626(NAD 83)
 GP0329_MARKER: DD = SURVEY DISK
 GP0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0329_SP_SET: CULVERT
 GP0329_STAMPING: 5034.52 1167+00 1934
 GP0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0329
 GP0329  HISTORY     - Date     Condition        Report By
 GP0329  HISTORY     - 1934     MONUMENTED       AZHD
 GP0329  HISTORY     - 1934     GOOD             NGS
 GP0329
 GP0329                          STATION DESCRIPTION
 GP0329
 GP0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0329'5.5 MI E FROM HOUSE ROCK SPRINGS.
 GP0329'5.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0329'COUNTY, AT A 36-INCH CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER
 GP0329'OF THE TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0329'DEPARTMENT STANDARD DISK, STAMPED 5034.52 1167+00 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0066 ***********************************************************************
 ES0066  DESIGNATION -  5035 X 44
 ES0066  PID         -  ES0066
 ES0066  STATE/COUNTY-  AZ/NAVAJO
 ES0066  USGS QUAD   -  JOSEPH CITY (1986)
 ES0066
 ES0066                         *CURRENT SURVEY CONTROL
 ES0066  ___________________________________________________________________
 ES0066* NAD 83(1986)-  34 56 39.     (N)    110 17 43.     (W)     SCALED    
 ES0066* NAVD 88     -      1535.668  (meters)    5038.27   (feet)  ADJUSTED  
 ES0066  ___________________________________________________________________
 ES0066  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0066  DYNAMIC HT  -        1533.584 (meters)    5031.43  (feet)  COMP
 ES0066  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 ES0066
 ES0066  VERT ORDER  -  SECOND    CLASS 0
 ES0066
 ES0066.The horizontal coordinates were scaled from a topographic map and have
 ES0066.an estimated accuracy of +/- 6 seconds.
 ES0066
 ES0066.The orthometric height was determined by differential leveling
 ES0066.and adjusted in June 1991.
 ES0066
 ES0066.The geoid height was determined by GEOID03.
 ES0066
 ES0066.The dynamic height is computed by dividing the NAVD 88
 ES0066.geopotential number by the normal gravity value computed on the
 ES0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0066.degrees latitude (g = 980.6199 gals.).
 ES0066
 ES0066.The modeled gravity was interpolated from observed gravity values.
 ES0066
 ES0066;                    North         East    Units  Estimated Accuracy
 ES0066;SPC AZ E     -   437,390.      201,610.      MT  (+/- 180 meters Scaled)
 ES0066
 ES0066                          SUPERSEDED SURVEY CONTROL
 ES0066
 ES0066  NGVD 29 (??/??/92) 1534.877  (m)         5035.68   (f) ADJ UNCH    2 0
 ES0066
 ES0066.Superseded values are not recommended for survey control.
 ES0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0066.See file dsdata.txt to determine how the superseded data were derived.
 ES0066
 ES0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD643670(NAD 83)
 ES0066_MARKER: DD = SURVEY DISK
 ES0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0066_SP_SET: BRIDGE
 ES0066_STAMPING: 5035X44 1228-77
 ES0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0066
 ES0066  HISTORY     - Date     Condition        Report By
 ES0066  HISTORY     - UNK      MONUMENTED       AZHD
 ES0066  HISTORY     - 1959     GOOD             NGS
 ES0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0066
 ES0066                          STATION DESCRIPTION
 ES0066
 ES0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0066'2.5 MI E FROM JOSEPH CITY.
 ES0066'2.5 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0066'CITY, NAVAJO COUNTY, 0.25 MILE WEST OF MILEPOST 298, 22 FEET SOUTH OF
 ES0066'THE CENTERLINE OF THE HIGHWAY, 2.5 FEET WEST OF THE EAST END OF THE
 ES0066'SOUTH HEADWALL OF A CONCRETE BRIDGE OVER TANNER WASH.
 ES0066
 ES0066                          STATION RECOVERY (1983)
 ES0066
 ES0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0003 ***********************************************************************
 EU0003  DESIGNATION -  504
 EU0003  PID         -  EU0003
 EU0003  STATE/COUNTY-  AZ/MOHAVE
 EU0003  USGS QUAD   -  TOPOCK (1970)
 EU0003
 EU0003                         *CURRENT SURVEY CONTROL
 EU0003  ___________________________________________________________________
 EU0003* NAD 83(1986)-  34 43 03.     (N)    114 29 09.     (W)     SCALED    
 EU0003* NAVD 88     -       154.45   (+/-2cm)     506.7    (feet)  VERTCON   
 EU0003  ___________________________________________________________________
 EU0003  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0003
 EU0003.The horizontal coordinates were scaled from a topographic map and have
 EU0003.an estimated accuracy of +/- 6 seconds.
 EU0003
 EU0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0003.The vertical order pertains to the NGVD 29 superseded value.
 EU0003
 EU0003.The geoid height was determined by GEOID03.
 EU0003
 EU0003;                    North         East    Units  Estimated Accuracy
 EU0003;SPC AZ W     -   412,500.      145,960.      MT  (+/- 180 meters Scaled)
 EU0003
 EU0003                          SUPERSEDED SURVEY CONTROL
 EU0003
 EU0003  NGVD 29 (??/??/??)  153.803  (m)          504.60   (f) ADJUSTED    1 2
 EU0003
 EU0003.Superseded values are not recommended for survey control.
 EU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0003.See file dsdata.txt to determine how the superseded data were derived.
 EU0003
 EU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU302445(NAD 83)
 EU0003_MARKER: DD = SURVEY DISK
 EU0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0003_SP_SET: BRIDGE SEAT
 EU0003_STAMPING: 504.602 Y
 EU0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0003
 EU0003  HISTORY     - Date     Condition        Report By
 EU0003  HISTORY     - UNK      MONUMENTED       USGS
 EU0003  HISTORY     - 1961     GOOD             NGS
 EU0003
 EU0003                          STATION DESCRIPTION
 EU0003
 EU0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0003'AT TOPOCK.
 EU0003'SET IN TOP OF THE STONE BRIDGE SEAT AT THE EAST END OF U.S.
 EU0003'HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK, 1.5 FEET
 EU0003'EAST OF THE WEST EDGE OF THE BRIDGE SEAT, 1.5 FEET NORTH OF THE
 EU0003'SOUTH EDGE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 EU0003'NOTE-- THIS BRIDGE WAS FORMERLY THE ATCHISON TOPEKA AND SANTA
 EU0003'FE RAILWAY BRIDGE, IT WAS MADE INTO A HIGHWAY BRIDGE WHEN THE
 EU0003'RAILWAY WAS RELOCATED.  THE MARK APPEARS TO BE IN GOOD CONDITION
 EU0003'BUT A LEVEL ROD CAN NOT BE HELD ON IT AS IT IS ABOUT 3 FEET
 EU0003'BELOW THE BRIDGE PAVEMENT.  THE MARK CAN BE LEVELED TO BY USING
 EU0003'A TAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0068 ***********************************************************************
 ES0068  DESIGNATION -  5040 X 10
 ES0068  PID         -  ES0068
 ES0068  STATE/COUNTY-  AZ/NAVAJO
 ES0068  USGS QUAD   -  JOSEPH CITY (1986)
 ES0068
 ES0068                         *CURRENT SURVEY CONTROL
 ES0068  ___________________________________________________________________
 ES0068* NAD 83(1986)-  34 55 45.     (N)    110 16 07.     (W)     SCALED    
 ES0068* NAVD 88     -      1537.107  (meters)    5042.99   (feet)  ADJUSTED  
 ES0068  ___________________________________________________________________
 ES0068  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0068  DYNAMIC HT  -        1535.011 (meters)    5036.12  (feet)  COMP
 ES0068  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 ES0068
 ES0068  VERT ORDER  -  SECOND    CLASS 0
 ES0068
 ES0068.The horizontal coordinates were scaled from a topographic map and have
 ES0068.an estimated accuracy of +/- 6 seconds.
 ES0068
 ES0068.The orthometric height was determined by differential leveling
 ES0068.and adjusted in June 1991.
 ES0068
 ES0068.The geoid height was determined by GEOID03.
 ES0068
 ES0068.The dynamic height is computed by dividing the NAVD 88
 ES0068.geopotential number by the normal gravity value computed on the
 ES0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0068.degrees latitude (g = 980.6199 gals.).
 ES0068
 ES0068.The modeled gravity was interpolated from observed gravity values.
 ES0068
 ES0068;                    North         East    Units  Estimated Accuracy
 ES0068;SPC AZ E     -   435,720.      204,050.      MT  (+/- 180 meters Scaled)
 ES0068
 ES0068                          SUPERSEDED SURVEY CONTROL
 ES0068
 ES0068  NGVD 29 (??/??/92) 1536.304  (m)         5040.36   (f) ADJ UNCH    2 0
 ES0068
 ES0068.Superseded values are not recommended for survey control.
 ES0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0068.See file dsdata.txt to determine how the superseded data were derived.
 ES0068
 ES0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD667654(NAD 83)
 ES0068_MARKER: DD = SURVEY DISK
 ES0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0068_SP_SET: BRIDGE
 ES0068_STAMPING: 5040X10 1330X99 1954
 ES0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0068
 ES0068  HISTORY     - Date     Condition        Report By
 ES0068  HISTORY     - 1954     MONUMENTED       AZHD
 ES0068  HISTORY     - 1959     GOOD             NGS
 ES0068  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0068
 ES0068                          STATION DESCRIPTION
 ES0068
 ES0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0068'4.55 MI E FROM JOSEPH CITY.
 ES0068'4.55 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0068'CITY, NAVAJO COUNTY, 0.3 MILE WEST OF MILEPOST 300, 20 FEET NORTH OF
 ES0068'THE CENTER OF THE WESTBOUND LANE, CEMENTED IN THE CENTER OF THE NORTH
 ES0068'HEADWALL OF A 38-FOOT CONCRETE BRIDGE.
 ES0068
 ES0068                          STATION RECOVERY (1983)
 ES0068
 ES0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0077 ***********************************************************************
 ES0077  DESIGNATION -  5064.86
 ES0077  PID         -  ES0077
 ES0077  STATE/COUNTY-  AZ/NAVAJO
 ES0077  USGS QUAD   -  HOLBROOK (1986)
 ES0077
 ES0077                         *CURRENT SURVEY CONTROL
 ES0077  ___________________________________________________________________
 ES0077* NAD 83(1986)-  34 54 20.     (N)    110 12 00.     (W)     SCALED    
 ES0077* NAVD 88     -      1544.784  (meters)    5068.18   (feet)  ADJUSTED  
 ES0077  ___________________________________________________________________
 ES0077  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0077  DYNAMIC HT  -        1542.672 (meters)    5061.25  (feet)  COMP
 ES0077  MODELED GRAV-     979,213.2   (mgal)                       NAVD 88
 ES0077
 ES0077  VERT ORDER  -  SECOND    CLASS 0
 ES0077
 ES0077.The horizontal coordinates were scaled from a topographic map and have
 ES0077.an estimated accuracy of +/- 6 seconds.
 ES0077
 ES0077.The orthometric height was determined by differential leveling
 ES0077.and adjusted in June 1991.
 ES0077
 ES0077.The geoid height was determined by GEOID03.
 ES0077
 ES0077.The dynamic height is computed by dividing the NAVD 88
 ES0077.geopotential number by the normal gravity value computed on the
 ES0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0077.degrees latitude (g = 980.6199 gals.).
 ES0077
 ES0077.The modeled gravity was interpolated from observed gravity values.
 ES0077
 ES0077;                    North         East    Units  Estimated Accuracy
 ES0077;SPC AZ E     -   433,100.      210,310.      MT  (+/- 180 meters Scaled)
 ES0077
 ES0077                          SUPERSEDED SURVEY CONTROL
 ES0077
 ES0077  NGVD 29 (??/??/92) 1543.974  (m)         5065.52   (f) ADJ UNCH    2 0
 ES0077
 ES0077.Superseded values are not recommended for survey control.
 ES0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0077.See file dsdata.txt to determine how the superseded data were derived.
 ES0077
 ES0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD730628(NAD 83)
 ES0077_MARKER: DD = SURVEY DISK
 ES0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0077_SP_SET: BRIDGE
 ES0077_STAMPING: 5064.86 1952
 ES0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0077
 ES0077  HISTORY     - Date     Condition        Report By
 ES0077  HISTORY     - 1952     MONUMENTED       AZHD
 ES0077  HISTORY     - 1959     GOOD             NGS
 ES0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0077
 ES0077                          STATION DESCRIPTION
 ES0077
 ES0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0077'2.5 MI W FROM HOLBROOK.
 ES0077'2.5 MILES WEST ALONG U.S. HIGHWAY 66 WHICH IS 1/2 BLOCK NORTH OF THE
 ES0077'POST OFFICE AT HOLBROOK, NAVAJO COUNTY, 16 FEET SOUTH OF THE CENTER OF
 ES0077'THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE SOUTH HEADWALL, AND 2 FEET
 ES0077'WEST OF THE EAST END OF A LARGE CONCRETE BRIDGE OVER LEROUX WASH.
 ES0077
 ES0077                          STATION RECOVERY (1983)
 ES0077
 ES0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0073 ***********************************************************************
 ES0073  DESIGNATION -  5065 X 16
 ES0073  PID         -  ES0073
 ES0073  STATE/COUNTY-  AZ/NAVAJO
 ES0073  USGS QUAD   -  HOLBROOK (1986)
 ES0073
 ES0073                         *CURRENT SURVEY CONTROL
 ES0073  ___________________________________________________________________
 ES0073* NAD 83(1986)-  34 54 35.     (N)    110 14 02.     (W)     SCALED    
 ES0073* NAVD 88     -      1544.772  (meters)    5068.14   (feet)  ADJUSTED  
 ES0073  ___________________________________________________________________
 ES0073  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0073  DYNAMIC HT  -        1542.661 (meters)    5061.21  (feet)  COMP
 ES0073  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0073
 ES0073  VERT ORDER  -  SECOND    CLASS 0
 ES0073
 ES0073.The horizontal coordinates were scaled from a topographic map and have
 ES0073.an estimated accuracy of +/- 6 seconds.
 ES0073
 ES0073.The orthometric height was determined by differential leveling
 ES0073.and adjusted in June 1991.
 ES0073
 ES0073.The geoid height was determined by GEOID03.
 ES0073
 ES0073.The dynamic height is computed by dividing the NAVD 88
 ES0073.geopotential number by the normal gravity value computed on the
 ES0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0073.degrees latitude (g = 980.6199 gals.).
 ES0073
 ES0073.The modeled gravity was interpolated from observed gravity values.
 ES0073
 ES0073;                    North         East    Units  Estimated Accuracy
 ES0073;SPC AZ E     -   433,560.      207,220.      MT  (+/- 180 meters Scaled)
 ES0073
 ES0073                          SUPERSEDED SURVEY CONTROL
 ES0073
 ES0073  NGVD 29 (??/??/92) 1543.960  (m)         5065.48   (f) ADJ UNCH    2 0
 ES0073
 ES0073.Superseded values are not recommended for survey control.
 ES0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0073.See file dsdata.txt to determine how the superseded data were derived.
 ES0073
 ES0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD699632(NAD 83)
 ES0073_MARKER: DD = SURVEY DISK
 ES0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0073_SP_SET: BRIDGE
 ES0073_STAMPING: 5065X16 1460X11 1954
 ES0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0073
 ES0073  HISTORY     - Date     Condition        Report By
 ES0073  HISTORY     - 1954     MONUMENTED       AZHD
 ES0073  HISTORY     - 1959     GOOD             NGS
 ES0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0073
 ES0073                          STATION DESCRIPTION
 ES0073
 ES0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0073'3.6 MI W FROM HOLBROOK.
 ES0073'3.6 MILES WEST ALONG U.S. HIGHWAY 66 WHICH IS 1/2 BLOCK OF THE POST
 ES0073'OFFICE AT HOLBROOK, NAVAJO COUNTY, 0.2 MILE EAST OF MILEPOST 302, 20
 ES0073'FEET NORTH OF THE GUARD RAIL, CEMENTED IN THE CENTER OF A CONCRETE
 ES0073'BRIDGE OVER A LARGE WASH, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.
 ES0073
 ES0073                          STATION RECOVERY (1983)
 ES0073
 ES0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0126 ***********************************************************************
 ET0126  DESIGNATION -  5066
 ET0126  PID         -  ET0126
 ET0126  STATE/COUNTY-  AZ/YAVAPAI
 ET0126  USGS QUAD   -  HUMBOLDT (1973)
 ET0126
 ET0126                         *CURRENT SURVEY CONTROL
 ET0126  ___________________________________________________________________
 ET0126* NAD 83(1986)-  34 32 37.     (N)    112 11 05.     (W)     SCALED    
 ET0126* NAVD 88     -      1547.48   (+/-2cm)    5077.0    (feet)  VERTCON   
 ET0126  ___________________________________________________________________
 ET0126  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ET0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0126
 ET0126.The horizontal coordinates were scaled from a topographic map and have
 ET0126.an estimated accuracy of +/- 6 seconds.
 ET0126
 ET0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0126.The vertical order pertains to the NGVD 29 superseded value.
 ET0126
 ET0126.The geoid height was determined by GEOID03.
 ET0126
 ET0126;                    North         East    Units  Estimated Accuracy
 ET0126;SPC AZ C     -   392,980.      188,760.      MT  (+/- 180 meters Scaled)
 ET0126
 ET0126                          SUPERSEDED SURVEY CONTROL
 ET0126
 ET0126  NGVD 29 (??/??/92) 1546.654  (m)         5074.31   (f) ADJ UNCH    2 0
 ET0126
 ET0126.Superseded values are not recommended for survey control.
 ET0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0126.See file dsdata.txt to determine how the superseded data were derived.
 ET0126
 ET0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD912230(NAD 83)
 ET0126_MARKER: P = PIPE CAP
 ET0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0126_STAMPING: 5066 PRACT
 ET0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0126+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0126
 ET0126  HISTORY     - Date     Condition        Report By
 ET0126  HISTORY     - UNK      MONUMENTED       USGS
 ET0126  HISTORY     - 1935     GOOD             NGS
 ET0126  HISTORY     - 20080711 GOOD             GEOCAC
 ET0126
 ET0126                          STATION DESCRIPTION
 ET0126
 ET0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0126'4.0 MI E FROM DEWEY.
 ET0126'ABOUT 4.0 MILES EAST ALONG THE CHERRY ROAD FROM DEWEY, YAVAPAI COUNTY,
 ET0126'AT THE TOP OF A RIDGE, AT THE INTERSECTION OF A ROAD, 80 FEET SOUTH OF
 ET0126'THE CENTER LINE OF THE EAST-AND -WEST ROAD, AND 30 FEET EAST OF THE
 ET0126'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND RIVETED ON TOP OF A
 ET0126'3-1/2-INCH IRON PIPE.
 ET0126
 ET0126                          STATION RECOVERY (2008)
 ET0126
 ET0126'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0126'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0126'THE DESCRIPTION - THE STAMPING IS 5066 PRSCT, THE EAST-AND-WEST ROAD
 ET0126'IS CHERRY ROAD, THE NORTH-AND-SOUTH ROAD WAS NOT FOUND, AND THE MARK
 ET0126'IS LOCATED 6 FEET SOUTH OF THE EDGE OF THE RIDGE. HANDHELD COORDINATES
 ET0126' 
 ET0126'34 32 37.9 (N)   112 11 04.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0240 ***********************************************************************
 FR0240  DESIGNATION -  5067.25
 FR0240  PID         -  FR0240
 FR0240  STATE/COUNTY-  AZ/YAVAPAI
 FR0240  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0240
 FR0240                         *CURRENT SURVEY CONTROL
 FR0240  ___________________________________________________________________
 FR0240* NAD 83(1986)-  35 14 22.     (N)    112 36 32.     (W)     SCALED    
 FR0240* NAVD 88     -      1545.114  (meters)    5069.26   (feet)  ADJUSTED  
 FR0240  ___________________________________________________________________
 FR0240  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 FR0240  DYNAMIC HT  -        1543.079 (meters)    5062.59  (feet)  COMP
 FR0240  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 FR0240
 FR0240  VERT ORDER  -  FIRST     CLASS II
 FR0240
 FR0240.The horizontal coordinates were scaled from a topographic map and have
 FR0240.an estimated accuracy of +/- 6 seconds.
 FR0240
 FR0240.The orthometric height was determined by differential leveling
 FR0240.and adjusted in June 1991.
 FR0240
 FR0240.The geoid height was determined by GEOID03.
 FR0240
 FR0240.The dynamic height is computed by dividing the NAVD 88
 FR0240.geopotential number by the normal gravity value computed on the
 FR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0240.degrees latitude (g = 980.6199 gals.).
 FR0240
 FR0240.The modeled gravity was interpolated from observed gravity values.
 FR0240
 FR0240;                    North         East    Units  Estimated Accuracy
 FR0240;SPC AZ C     -   470,360.      150,360.      MT  (+/- 180 meters Scaled)
 FR0240
 FR0240                          SUPERSEDED SURVEY CONTROL
 FR0240
 FR0240  NGVD 29 (??/??/92) 1544.223  (m)         5066.34   (f) ADJ UNCH    1 2
 FR0240
 FR0240.Superseded values are not recommended for survey control.
 FR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0240.See file dsdata.txt to determine how the superseded data were derived.
 FR0240
 FR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE536007(NAD 83)
 FR0240_MARKER: DD = SURVEY DISK
 FR0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0240_STAMPING: 5067.25 416 292
 FR0240_MARK LOGO: AZHD  
 FR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0240+STABILITY: SURFACE MOTION
 FR0240
 FR0240  HISTORY     - Date     Condition        Report By
 FR0240  HISTORY     - UNK      MONUMENTED       AZHD
 FR0240  HISTORY     - 1973     GOOD             USGS
 FR0240  HISTORY     - 1982     GOOD             NGS
 FR0240
 FR0240                          STATION DESCRIPTION
 FR0240
 FR0240'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0240'7.8 MI W FROM ASH FORK.
 FR0240'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0240'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST TO THE
 FR0240'CROOKTON OVERPASS, THENCE 1.6 MILES NORTHWEST ON OLD US HWY. 66.  40
 FR0240'FT. WEST OF MILE POST 157, SET IN TOP AND CENTER OF A 45 FT. CONCRETE
 FR0240'BRIDGE, 18 FT. SOUTH OF THE CENTER OF AND ABOUT LEVEL WITH THE ROAD.
 FR0240
 FR0240                          STATION RECOVERY (1982)
 FR0240
 FR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0240'26.2 KM (16.3 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0240'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF THE CENTER OF THE
 FR0240'SOUTHWEST CURB OF THE BRIDGE OVER PINEVETA WASH, 6.7 METERS (22 FT)
 FR0240'NORTHWEST OF THE SOUTHEAST END OF THE CURB, 5.4 METERS (18 FT)
 FR0240'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. NOTE--THE BRIDGE IS ON
 FR0240'BEDROCK.
 FR0240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0157 ***********************************************************************
 GQ0157  DESIGNATION -  508+50
 GQ0157  PID         -  GQ0157
 GQ0157  STATE/COUNTY-  AZ/MOHAVE
 GQ0157  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0157
 GQ0157                         *CURRENT SURVEY CONTROL
 GQ0157  ___________________________________________________________________
 GQ0157* NAD 83(1986)-  36 53 44.     (N)    113 55 57.     (W)     SCALED    
 GQ0157* NAVD 88     -       557.868  (meters)    1830.27   (feet)  POSTED    
 GQ0157  ___________________________________________________________________
 GQ0157  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 GQ0157  DYNAMIC HT  -         557.310 (meters)    1828.44  (feet)  COMP
 GQ0157  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 GQ0157
 GQ0157  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GQ0157
 GQ0157.The horizontal coordinates were scaled from a topographic map and have
 GQ0157.an estimated accuracy of +/- 6 seconds.
 GQ0157
 GQ0157.The orthometric height was determined by differential leveling
 GQ0157.and adjusted by the  in 1992.
 GQ0157.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GQ0157.rate of 2.1 thru 3.0 mm/km.
 GQ0157
 GQ0157.The geoid height was determined by GEOID03.
 GQ0157
 GQ0157.The dynamic height is computed by dividing the NAVD 88
 GQ0157.geopotential number by the normal gravity value computed on the
 GQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0157.degrees latitude (g = 980.6199 gals.).
 GQ0157
 GQ0157.The modeled gravity was interpolated from observed gravity values.
 GQ0157
 GQ0157;                    North         East    Units  Estimated Accuracy
 GQ0157;SPC AZ W     -   653,920.      197,090.      MT  (+/- 180 meters Scaled)
 GQ0157
 GQ0157                          SUPERSEDED SURVEY CONTROL
 GQ0157
 GQ0157  NGVD 29 (??/??/92)  557.133  (m)         1827.86   (f) ADJ UNCH    1 1
 GQ0157
 GQ0157.Superseded values are not recommended for survey control.
 GQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0157.See file dsdata.txt to determine how the superseded data were derived.
 GQ0157
 GQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF386873(NAD 83)
 GQ0157_MARKER: DZ = AZIMUTH MARK DISK
 GQ0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0157_SP_SET: CULVERT
 GQ0157_STAMPING: 1829.49 508+50 1929
 GQ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0157
 GQ0157  HISTORY     - Date     Condition        Report By
 GQ0157  HISTORY     - 1929     MONUMENTED       AZHD
 GQ0157  HISTORY     - 1941     GOOD             NGS
 GQ0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0157
 GQ0157                          STATION DESCRIPTION
 GQ0157
 GQ0157'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1929
 GQ0157'0.2 MI S FROM BEAVER DAM LODGE.
 GQ0157'0.2 MILE SOUTH ALONG U. S. HIGHWAY 91 FROM BEAVER DAM LODGE, MOHAVE
 GQ0157'COUNTY, AT A 2-FOOT PIPE CULVERT, IN THE CENTER OF THE TOP OF THE WEST
 GQ0157'CONCRETE HEADWALL, 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GQ0157'LEVEL WITH THE HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD
 GQ0157'DISK, STAMPED 1829.49 508+50 1929.
 GQ0157
 GQ0157                          STATION RECOVERY (1941)
 GQ0157
 GQ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 GQ0157'RECOVERED IN GOOD CONDITION.
 GQ0157
 GQ0157                          STATION RECOVERY (1982)
 GQ0157
 GQ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0157'NOT RECOVERED, HEADWALL REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0776 ***********************************************************************
 ES0776  DESIGNATION -  5093.73
 ES0776  PID         -  ES0776
 ES0776  STATE/COUNTY-  AZ/NAVAJO
 ES0776  USGS QUAD   -  HOLBROOK (1986)
 ES0776
 ES0776                         *CURRENT SURVEY CONTROL
 ES0776  ___________________________________________________________________
 ES0776* NAD 83(1986)-  34 54 26.     (N)    110 11 08.     (W)     SCALED    
 ES0776* NAVD 88     -      1553.400  (meters)    5096.45   (feet)  ADJUSTED  
 ES0776  ___________________________________________________________________
 ES0776  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0776  DYNAMIC HT  -        1551.275 (meters)    5089.47  (feet)  COMP
 ES0776  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 ES0776
 ES0776  VERT ORDER  -  FIRST     CLASS II
 ES0776
 ES0776.The horizontal coordinates were scaled from a topographic map and have
 ES0776.an estimated accuracy of +/- 6 seconds.
 ES0776
 ES0776.The orthometric height was determined by differential leveling
 ES0776.and adjusted in June 1991.
 ES0776
 ES0776.The geoid height was determined by GEOID03.
 ES0776
 ES0776.The dynamic height is computed by dividing the NAVD 88
 ES0776.geopotential number by the normal gravity value computed on the
 ES0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0776.degrees latitude (g = 980.6199 gals.).
 ES0776
 ES0776.The modeled gravity was interpolated from observed gravity values.
 ES0776
 ES0776;                    North         East    Units  Estimated Accuracy
 ES0776;SPC AZ E     -   433,280.      211,630.      MT  (+/- 180 meters Scaled)
 ES0776
 ES0776                          SUPERSEDED SURVEY CONTROL
 ES0776
 ES0776.No superseded survey control is available for this station.
 ES0776
 ES0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD744630(NAD 83)
 ES0776_MARKER: DB = BENCH MARK DISK
 ES0776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0776_SP_SET: ABUTMENT
 ES0776_STAMPING: EL. 5093.73 1977
 ES0776_MARK LOGO: AZDT  
 ES0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0776
 ES0776  HISTORY     - Date     Condition        Report By
 ES0776  HISTORY     - 1977     MONUMENTED       AZDT
 ES0776  HISTORY     - 1983     GOOD             NGS
 ES0776
 ES0776                          STATION DESCRIPTION
 ES0776
 ES0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0776'2.7 KM (1.7 MI) WEST FROM HOLBROOK.
 ES0776'2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40
 ES0776'FROM THE POST OFFICE IN HOLBROOK, IN TOP OF AND 0.1 METER (0.3 FT)
 ES0776'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE WEST BOUND
 ES0776'LANES OF THE HIGHWAY OVERPASS OF HOPE DRIVE, 5.8 METERS (19.0 FT)
 ES0776'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 2.8
 ES0776'METERS (9.2 FT) EAST OF THE WEST END OF THE BRIDGE.
 ES0776'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1981 ***********************************************************************
 DU1981  DESIGNATION -  5096=MESCAL
 DU1981  PID         -  DU1981
 DU1981  STATE/COUNTY-  AZ/GILA
 DU1981  USGS QUAD   -  MESCAL WARM SPRING (1979)
 DU1981
 DU1981                         *CURRENT SURVEY CONTROL
 DU1981  ___________________________________________________________________
 DU1981* NAD 83(1992)-  33 09 08.09787(N)    110 40 20.16136(W)     ADJUSTED  
 DU1981* NAVD 88     -      1552.3    (meters)    5093.     (feet)  VERTCON   
 DU1981  ___________________________________________________________________
 DU1981  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DU1981  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DU1981  HORZ ORDER  -  FIRST
 DU1981
 DU1981.The horizontal coordinates were established by classical geodetic methods
 DU1981.and adjusted by the National Geodetic Survey in August 1993.
 DU1981
 DU1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1981
 DU1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1981
 DU1981.The geoid height was determined by GEOID03.
 DU1981
 DU1981;                    North         East     Units Scale Factor Converg.
 DU1981;SPC AZ E     -   238,749.001   166,195.807   MT  0.99992742   -0 16 35.4
 DU1981;SPC AZ E     -   783,297.25    545,261.83   iFT  0.99992742   -0 16 35.4
 DU1981;UTM  12      - 3,668,213.336   530,562.825   MT  0.99961152   +0 10 45.2
 DU1981
 DU1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1981!SPC AZ E     -   0.99976068  x   0.99992742  =   0.99968812
 DU1981!UTM  12      -   0.99976068  x   0.99961152  =   0.99937230
 DU1981
 DU1981:                Primary Azimuth Mark                     Grid Az
 DU1981:SPC AZ E     -  BLAIR                                    016 28 25.4
 DU1981:UTM  12      -  BLAIR                                    016 01 04.8
 DU1981
 DU1981|---------------------------------------------------------------------|
 DU1981| PID    Reference Object                     Distance      Geod. Az  |
 DU1981|                                                           dddmmss.s |
 DU1981| DU1973 BLAIR                               APPROX.11.8 KM 0161150.0 |
 DU1981| CD2329 MESCAL RM 3 AZIMUTH                                1410025.2 |
 DU1981| CD2330 MESCAL RM 1                           8.476 METERS 18113     |
 DU1981| CD2331 MESCAL RM 2                          11.516 METERS 28743     |
 DU1981|---------------------------------------------------------------------|
 DU1981
 DU1981                          SUPERSEDED SURVEY CONTROL
 DU1981
 DU1981  NAD 83(1986)-  33 09 08.09388(N)    110 40 20.16065(W) AD(       ) 1
 DU1981  NAD 27      -  33 09 07.87000(N)    110 40 17.78200(W) AD(       ) 1
 DU1981  NGVD 29 (07/19/86) 1551.7    (m)         5091.     (f) VERT ANG    3  
 DU1981
 DU1981.Superseded values are not recommended for survey control.
 DU1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1981.See file dsdata.txt to determine how the superseded data were derived.
 DU1981
 DU1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3056368213(NAD 83)
 DU1981_MARKER: DS = TRIANGULATION STATION DISK
 DU1981_SETTING: 80 = SET IN A BOULDER
 DU1981_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1981
 DU1981  HISTORY     - Date     Condition        Report By
 DU1981  HISTORY     - 1935     MONUMENTED       USGS
 DU1981  HISTORY     - 1938     GOOD             CGS
 DU1981  HISTORY     - 1945     SEE DESCRIPTION  CGS
 DU1981
 DU1981                          STATION DESCRIPTION
 DU1981
 DU1981'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 DU1981'STATION IS ON A HIGH POINT IN THE MESCAL MOUNTAINS, 5-1/2
 DU1981'MILES (AIR LINE) N BY E FROM THE MOUTH OF DRIPPING SPRINGS WASH,
 DU1981'AND 2-1/2 MILES (AIR LINE) N OF THE GILA RIVER.  IT IS ON THE
 DU1981'MOST SE HIGH POINT IN THE MESCAL MOUNTAINS, N OF THE GILA RIVER.
 DU1981'
 DU1981'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 DU1981'IN DRILL HOLES IN BOULDERS.
 DU1981'
 DU1981'REACHED FROM WINKELMAN AS FOLLOWS--FOLLOW THE WINKELMAN-GLOBE
 DU1981'ROAD FOR 11.4 MILES TO THE RESIDENCE OF MR. RHODES WHICH IS
 DU1981'JUST N OF THE ROAD WHERE IT FIRST ENTERS DRIPPING SPRINGS VALLEY,
 DU1981'ABOUT 1/4 MILE ABOVE THE INDIAN SERVICE BUILDINGS.  FROM THE
 DU1981'RHODES RESIDENCE IT IS ABOUT AN 8 MILE HIKE, A PACK OF ABOUT
 DU1981'4-3/4 HOURS BY TRAIL TO THE STATION.  THE TRAIL LEADS OUT OF THE
 DU1981'E SIDE OF THE CORRALS AND CIRCLES TO THE RIGHT OF THE LOW RIDGE
 DU1981'WITH A TRANSMISSION LINE TOWER ON IT JUST ACROSS DRIPPING
 DU1981'SPRINGS WASH.  KEEP ALL RIGHT-HAND TRAILS AND FOLLOW FAIRLY
 DU1981'CLOSE TO THE POWER LINE FOR ABOUT 3-1/2 MILES TO THE POINT
 DU1981'WHERE THE TRAIL SWINGS TO THE E AROUND THE HEAD OF A CANYON
 DU1981'AND CROSSES ANOTHER CANYON.  TAKE A LEFT FORK AFTER CROSSING
 DU1981'THE CANYON AND FOLLOW TRAIL N AND NE UP THE RIDGE TO THE
 DU1981'POINT NEAR THE TOP WHERE THE TRAILS LEAVES THE RIDGE AND DROPS
 DU1981'INTO THE SADDLE JUST N OF THE STATION.  (THE TRAIL CONTINUES
 DU1981'ACROSS THE RIDGE TO MESCAL CREEK.) FOLLOW THE RIDGE E AND N TO
 DU1981'THE STATION.  THE STATION IS ON THE FIRST HIGH PEAK S OF THE
 DU1981'SADDLE WHERE THE TRAIL CROSSES THE RIDGE.  SADDLE HORSES
 DU1981'ARE AVAILABLE AT MR. HOWARDS PLACE.  THE ABOVE MENTIONED
 DU1981'PLACE MAY BE REACHED BY TURNING E OFF THE
 DU1981'WINKELMAN-GLOBE ROAD 0.7 MILE S OF THE RESIDENCE OF MR. RHODES.
 DU1981'AZIMUTH MARK IS ON HIGHEST PART OF HILL ABOUT 200 YARDS SE.
 DU1981
 DU1981                          STATION RECOVERY (1938)
 DU1981
 DU1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1981'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DU1981'CONDITION.
 DU1981'
 DU1981'STATION IS ABOUT 19 MILES (AIR LINE) SSE OF GLOBE, ARIZONA,
 DU1981'5-1/2 MILES (AIR LINE) N BY E OF THE MOUTH OF DRIPPING SPRINGS
 DU1981'WASH, AND 2-1/2 MILES (AIR LINE) N OF THE GILA RIVER.  IT IS ON
 DU1981'THE MOST SE HIGH POINT OF THE MESCAL MOUNTAINS N OF THE GILA
 DU1981'RIVER.
 DU1981'
 DU1981'TO REACH THE STATION FROM GLOBE, ARIZONA POST OFFICE, GO S AND
 DU1981'E ON U.S. HIGHWAY 70 FOR 5.8 MILES TO THE WINKELMAN ROAD TO THE
 DU1981'RIGHT AT SIGN WINKELMAN 38 MILES.  HERE TURN S ON THIS ROAD AND
 DU1981'GO 18.6 MILES TO A GRADED FORK ON A HILLSIDE.  THENCE TAKE
 DU1981'LEFT FORK, THE MAIN TRAVELED ROAD, AND CONTINUE FOR 7.5 MILES
 DU1981'TO WHERE THE ROAD PASSES UNDER A LARGE TRANSMISSION LINE.
 DU1981'CONTINUE 0.35 MILE TO A TRACK ROAD LEFT INTO A WASH.  TAKE
 DU1981'THIS TRACK ROAD AND CONTINUE ON FOR ABOUT 0.15 MILE TO A RANCH
 DU1981'HOUSE AND THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT 5
 DU1981'MILES NE ON HIGH POINT OF RIDGE.  PACK N AND NE UP A WASH FOR
 DU1981'ABOUT 1.0 MILE TO WHERE THE POWER LINE CROSSES WASH.  ABOUT
 DU1981'100 YARDS BEFORE REACHING THE POWER LINE, WHERE THE WASH TURNS
 DU1981'RIGHT, PICK UP A DIM TRAIL UP A STEEP RIGHT BANK OF THE
 DU1981'WASH AND FOLLOW THIS TRAIL N TO THE FIRST TRANSMISSION TOWER E
 DU1981'OF THE WASH.  FROM THIS POINT CONTINUE ON THE MAIN TRAVELED
 DU1981'TRAIL NE ABOUT PARALLEL TO THE POWER LINE FOR ABOUT 2.0
 DU1981'MILES TO THE HEAD OF THE RIGHT-HAND DRAW.  HERE THE TRAIL SWINGS
 DU1981'RIGHT AROUND THE HILLSIDE INTO A CANYON.  FOLLOW THE TRAIL
 DU1981'ACROSS CANYON AND ABOUT 0.15 MILE BEYOND TO THE LOW RIDGE ON
 DU1981'THE E SIDE OF THE CANYON.  TURN LEFT UP THIS RIDGE AND
 DU1981'CONTINUE NE ON A DIM TRAIL FOR ABOUT 3.0 MILES TO WHERE IT
 DU1981'COMES OUT ON SPUR OR SMALL RIDGE.  CONTINUE ON TRAIL OVER THE
 DU1981'TOP OF THE SPUR FOR ABOUT 400 YARDS THROUGH ROCKS TO OPEN
 DU1981'GROUND.  THEN SWING RIGHT (E) KEEPING JUST BELOW THE CREST OF
 DU1981'RIDGE TO THE HIGHEST POINT AND THE STATION SITE.  A 4-HOUR
 DU1981'HORSE PACK FROM THE END OF TRUCK TRAVEL.
 DU1981'
 DU1981'REFERENCE MARK 1 IS S OF THE STATION AND ABOUT 4
 DU1981'FEET LOWER IN ELEVATION.
 DU1981'
 DU1981'REFERENCE MARK 2 IS WNW OF THE STATION AT ABOUT THE
 DU1981'SAME ELEVATION.
 DU1981'
 DU1981'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY MARK STAMPED
 DU1981'1915.
 DU1981'
 DU1981'NO ATTEMPT WAS MADE TO FIND THE AZIMUTH MARK.
 DU1981'
 DU1981'THE MEASUREMENT TO R.M. 1 DIFFERS FROM THE ORIGINAL MEASUREMENT.
 DU1981'THE PRESENT MEASUREMENT IS CORRECT.
 DU1981
 DU1981                          STATION RECOVERY (1945)
 DU1981
 DU1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1981'STATION IS 13 MILES (AIR LINE) NNE OF WINKELMAN, 18 MILES
 DU1981'(AIR LINE) SSE OF GLOBE, AND ABOUT 2-1/2 MILES N OF THE GILA RIVER.
 DU1981'IT IS ON THE MOST SE HIGH POINT OF THE MESCAL MOUNTAINS N OF THE
 DU1981'GILA RIVER.
 DU1981'
 DU1981'TO REACH STATION FROM THE POST OFFICE IN GLOBE, GO E ON U.S.
 DU1981'HIGHWAY 70 FOR 5.9 MILES TO A FORK AND SIGN ON THE RIGHT READING
 DU1981'WINKELMAN.  HERE TURN RIGHT OR S ON STATE HIGHWAY 77 AND GO 18.8
 DU1981'MILES TO A FORK ON THE SIDE OF A HILL.  HERE TAKE THE LEFT FORK
 DU1981'AND CONTINUE STRAIGHT AHEAD FOR 7.6 MILES TO A POWER LINE
 DU1981'PASSING OVERHEAD.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 DU1981'TRACK ROAD ON THE LEFT.  TURN LEFT ON THIS ROAD AND GO FOR 0.3
 DU1981'MILE TO THE END OF TRUCK TRAVEL AT A RANCH HOUSE.  FROM HERE
 DU1981'PACK N AND NE UP A WASH JUST TO THE W OF THE RANCH YARD FOR
 DU1981'ABOUT 1 MILE TO A POINT WHERE THE POWER LINE CROSSES THE
 DU1981'WASH.  ABOUT 100 YARDS BEFORE REACHING THE POWER LINE, TAKE A
 DU1981'DIM TRAIL LEADING UP THE STEEP RIGHT BANK OF THE WASH N
 DU1981'TO THE FIRST TRANSMISSION TOWER E OF THE WASH.  FROM HERE
 DU1981'CONTINUE ON THE MAIN TRAVELED TRAIL TO ABOUT PARALLEL TO
 DU1981'THE POWER LINE FOR ABOUT 2.0 MILES TO THE HEAD OF THE DRAW
 DU1981'TO THE E.  THE TRAIL GOES RIGHT AROUND THE SIDE OF A HILL AND
 DU1981'INTO A CANYON.  FOLLOW TRAIL ACROSS CANYON AND ABOUT 0.2
 DU1981'MILE TO THE TOP OF A LOW RIDGE ON THE E SIDE OF THE CANYON AND
 DU1981'TO THE W OF THE MAIN GILA RIVER DRAINAGE SYSTEM.  TURN LEFT UP
 DU1981'THIS RIDGE AND GO ABOUT 3 MILES NE TO THE JUNCTION WITH A
 DU1981'RIDGE RUNNING E AND W.  TURN RIGHT OR E AND GO ABOUT 1/2
 DU1981'MILE KEEPING JUST BELOW THE CREST OF THE RIDGE TO THE HIGHEST
 DU1981'POINT AND THE STATION.
 DU1981'
 DU1981'STATION MARK IS A STANDARD U.S.G.S. BENCH-MARK DISK STAMPED
 DU1981'5096 1915 AND IS SET IN BEDROCK ON THE HIGHEST POINT OF THE
 DU1981'MOUNTAIN.  IT IS 6 FEET S OF THE EDGE OF A 300-FOOT LEDGE AND
 DU1981'IS FLUSH WITH THE SURROUNDING SURFACE.
 DU1981'
 DU1981'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1981'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED MESCAL 1935
 DU1981'NO 1.  IT IS ABOUT 3-1/2 FEET BELOW THE STATION.  MARK IS S
 DU1981'OF THE STATION.
 DU1981'
 DU1981'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1981'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED MESCAL 1935
 DU1981'NO 2.  IT IS 12 FEET S OF THE EDGE OF A 300-FOOT LEDGE AND IS
 DU1981'ABOUT 6 INCHES BELOW THE STATION.  THE MARK IS WNW OF THE
 DU1981'STATION.
 DU1981'
 DU1981'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A BOULDER FLUSH
 DU1981'WITH THE GROUND AND IS STAMPED MESCAL AZI 1935 NO 3.  THE
 DU1981'MARK IS 1 FOOT S OF A SMALL ROCK CAIRN AND IS ABOUT 200 YARDS
 DU1981'SE ALONG THE RIDGE ON A SMALL KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0085 ***********************************************************************
 FR0085  DESIGNATION -  5099
 FR0085  PID         -  FR0085
 FR0085  STATE/COUNTY-  AZ/YAVAPAI
 FR0085  USGS QUAD   -  MEATH SPRING (1979)
 FR0085
 FR0085                         *CURRENT SURVEY CONTROL
 FR0085  ___________________________________________________________________
 FR0085* NAD 83(1986)-  35 07 08.     (N)    112 26 15.     (W)     SCALED    
 FR0085* NAVD 88     -      1554.93   (+/-2cm)    5101.5    (feet)  VERTCON   
 FR0085  ___________________________________________________________________
 FR0085  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 FR0085  VERT ORDER  -  ? (See Below)
 FR0085
 FR0085.The horizontal coordinates were scaled from a topographic map and have
 FR0085.an estimated accuracy of +/- 6 seconds.
 FR0085
 FR0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0085.The vertical order pertains to the NGVD 29 superseded value.
 FR0085
 FR0085.The geoid height was determined by GEOID03.
 FR0085
 FR0085;                    North         East    Units  Estimated Accuracy
 FR0085;SPC AZ C     -   456,890.      165,890.      MT  (+/- 180 meters Scaled)
 FR0085
 FR0085                          SUPERSEDED SURVEY CONTROL
 FR0085
 FR0085  NGVD 29 (??/??/92) 1554.072  (m)         5098.65   (f) ADJ UNCH    ?  
 FR0085
 FR0085.Superseded values are not recommended for survey control.
 FR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0085.See file dsdata.txt to determine how the superseded data were derived.
 FR0085
 FR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD690871(NAD 83)
 FR0085_MARKER: P = PIPE CAP
 FR0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0085
 FR0085  HISTORY     - Date     Condition        Report By
 FR0085  HISTORY     - UNK      MONUMENTED       USGS
 FR0085  HISTORY     - 1932     GOOD             NGS
 FR0085
 FR0085                          STATION DESCRIPTION
 FR0085
 FR0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0085'0.5 MI S FROM MEATH SIDING.
 FR0085'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0085'MEATH SIDING, YAVAPAI COUNTY, AT THE NORTH END OF A CUT, AND 40 FEET
 FR0085'EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 FR0085'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1390 ***********************************************************************
 DV1390  DESIGNATION -  51 A
 DV1390  PID         -  DV1390
 DV1390  STATE/COUNTY-  AZ/MARICOPA
 DV1390  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1390
 DV1390                         *CURRENT SURVEY CONTROL
 DV1390  ___________________________________________________________________
 DV1390* NAD 83(1986)-  33 32 03.     (N)    113 08 09.     (W)     SCALED    
 DV1390* NAVD 88     -       373.27   (+/-2cm)    1224.6    (feet)  VERTCON   
 DV1390  ___________________________________________________________________
 DV1390  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1390
 DV1390.The horizontal coordinates were scaled from a topographic map and have
 DV1390.an estimated accuracy of +/- 6 seconds.
 DV1390
 DV1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1390.The vertical order pertains to the NGVD 29 superseded value.
 DV1390
 DV1390.The geoid height was determined by GEOID03.
 DV1390
 DV1390;                    North         East    Units  Estimated Accuracy
 DV1390;SPC AZ C     -   281,660.      100,120.      MT  (+/- 180 meters Scaled)
 DV1390
 DV1390                          SUPERSEDED SURVEY CONTROL
 DV1390
 DV1390  NGVD 29 (??/??/92)  372.674  (m)         1222.68   (f) ADJ UNCH    2 0
 DV1390
 DV1390.Superseded values are not recommended for survey control.
 DV1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1390.See file dsdata.txt to determine how the superseded data were derived.
 DV1390
 DV1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC016125(NAD 83)
 DV1390_MARKER: DB = BENCH MARK DISK
 DV1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1390_SP_SET: CONCRETE POST
 DV1390_STAMPING: 51 A 62
 DV1390_MARK LOGO: AZHD  
 DV1390_PROJECTION: FLUSH
 DV1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1390+STABILITY: SURFACE MOTION
 DV1390
 DV1390  HISTORY     - Date     Condition        Report By
 DV1390  HISTORY     - 1962     MONUMENTED       AZHD
 DV1390  HISTORY     - 1981     GOOD             NGS
 DV1390
 DV1390                          STATION DESCRIPTION
 DV1390
 DV1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1390'23.8 KM (14.8 MI) NW FROM TONOPAH.
 DV1390'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1390'AT TONOPAH, THENCE 10.8 KM (6.7 MI) NORTHWEST ALONG SALOME ROAD,
 DV1390'THENCE 2.0 KM (1.25 MI) EAST-SOUTHEAST ALONG INTERSTATE HIGHWAY 10,
 DV1390'IN THE CENTER OF THE MEDIAN, 0.8 KM (0.5 MI) EAST-SOUTHEAST OF BENCH
 DV1390'MARK (C 415 51), 0.4 KM (0.25 MI) EAST-SOUTHEAST OF HIGHWAY MILE POST
 DV1390'82, 27.7 METERS (91 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EAST
 DV1390'BOUND TRAFFIC LANES, NOTE--THIS MARK WAS PREVIOUSLY LEVELED TO AS
 DV1390'AN EXTRA FORESIGHT AND HAS NO ARCHIVE NUMBER, THE LON AND LAT IS
 DV1390'PROBABLE WRONG AS NO INTERSTATE HIGHWAY IS PLOTTED ON THE QUAD MAPS.
 DV1390'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DV1390'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1001 ***********************************************************************
 FR1001  DESIGNATION -  51 EMH
 FR1001  PID         -  FR1001
 FR1001  STATE/COUNTY-  AZ/COCONINO
 FR1001  USGS QUAD   -  CROOKTON (1973)
 FR1001
 FR1001                         *CURRENT SURVEY CONTROL
 FR1001  ___________________________________________________________________
 FR1001* NAD 83(1986)-  35 18 29.     (N)    112 39 51.     (W)     SCALED    
 FR1001* NAVD 88     -      1731.048  (meters)    5679.28   (feet)  POSTED    
 FR1001  ___________________________________________________________________
 FR1001  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 FR1001  DYNAMIC HT  -        1728.740 (meters)    5671.71  (feet)  COMP
 FR1001  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 FR1001
 FR1001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1001
 FR1001.The horizontal coordinates were scaled from a topographic map and have
 FR1001.an estimated accuracy of +/- 6 seconds.
 FR1001
 FR1001.The orthometric height was determined by differential leveling
 FR1001.and adjusted by the  in 1992.
 FR1001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1001.rate of 0.0 thru 1.0 mm/km.
 FR1001
 FR1001.The geoid height was determined by GEOID03.
 FR1001
 FR1001.The dynamic height is computed by dividing the NAVD 88
 FR1001.geopotential number by the normal gravity value computed on the
 FR1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1001.degrees latitude (g = 980.6199 gals.).
 FR1001
 FR1001.The modeled gravity was interpolated from observed gravity values.
 FR1001
 FR1001;                    North         East    Units  Estimated Accuracy
 FR1001;SPC AZ C     -   478,000.      145,390.      MT  (+/- 180 meters Scaled)
 FR1001
 FR1001                          SUPERSEDED SURVEY CONTROL
 FR1001
 FR1001  NGVD 29 (??/??/92) 1730.13   (m)         5676.3    (f) COMPUTED    2 2
 FR1001
 FR1001.Superseded values are not recommended for survey control.
 FR1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1001.See file dsdata.txt to determine how the superseded data were derived.
 FR1001
 FR1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE487084(NAD 83)
 FR1001_MARKER: DB = BENCH MARK DISK
 FR1001_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1001_SP_SET: COPPER-CLAD STEEL ROD
 FR1001_STAMPING: 51 EMH 1973 5676
 FR1001_MARK LOGO: USGS  
 FR1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1001
 FR1001  HISTORY     - Date     Condition        Report By
 FR1001  HISTORY     - 1973     MONUMENTED       USGS
 FR1001
 FR1001                          STATION DESCRIPTION
 FR1001
 FR1001'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1001'23.2 KM (14.40 MI) ENE FROM SELIGMAN.
 FR1001'FROM THE RALIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1001'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1001'THENCE 2.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1001'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 417, 28 FEET SOUTH OF
 FR1001'THE CENTERLINE OF THE ROAD, 10 FEET EAST OF A RIGHT ANGLE JOG IN A
 FR1001'FENCE LINE, 3 FEET NORTH OF A FENCE.  ROD DEPTH UNKNOWN.
 FR1001'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0643 ***********************************************************************
 FP0643  DESIGNATION -  51 HLS
 FP0643  PID         -  FP0643
 FP0643  STATE/COUNTY-  AZ/APACHE
 FP0643  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0643
 FP0643                         *CURRENT SURVEY CONTROL
 FP0643  ___________________________________________________________________
 FP0643* NAD 83(1986)-  35 29 44.     (N)    109 31 41.     (W)     SCALED    
 FP0643* NAVD 88     -      1966.770  (meters)    6452.64   (feet)  ADJUSTED  
 FP0643  ___________________________________________________________________
 FP0643  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 FP0643  DYNAMIC HT  -        1964.047 (meters)    6443.71  (feet)  COMP
 FP0643  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 FP0643
 FP0643  VERT ORDER  -  SECOND    CLASS II
 FP0643
 FP0643.The horizontal coordinates were scaled from a topographic map and have
 FP0643.an estimated accuracy of +/- 6 seconds.
 FP0643
 FP0643.The orthometric height was determined by differential leveling
 FP0643.and adjusted in June 1991.
 FP0643
 FP0643.The geoid height was determined by GEOID03.
 FP0643
 FP0643.The dynamic height is computed by dividing the NAVD 88
 FP0643.geopotential number by the normal gravity value computed on the
 FP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0643.degrees latitude (g = 980.6199 gals.).
 FP0643
 FP0643.The modeled gravity was interpolated from observed gravity values.
 FP0643
 FP0643;                    North         East    Units  Estimated Accuracy
 FP0643;SPC AZ E     -   498,740.      271,300.      MT  (+/- 180 meters Scaled)
 FP0643
 FP0643                          SUPERSEDED SURVEY CONTROL
 FP0643
 FP0643.No superseded survey control is available for this station.
 FP0643
 FP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335289(NAD 83)
 FP0643_MARKER: DB = BENCH MARK DISK
 FP0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0643_SP_SET: COPPER-CLAD STEEL ROD
 FP0643_STAMPING: 51 HLS 1970 6449
 FP0643_MARK LOGO: USGS  
 FP0643_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0643+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0643
 FP0643  HISTORY     - Date     Condition        Report By
 FP0643  HISTORY     - 1970     MONUMENTED       USGS
 FP0643
 FP0643                          STATION DESCRIPTION
 FP0643
 FP0643'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0643'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0643'OFFICE AT GANADO, ARIZONA), PROCEED 0.4 MILES SOUTH ALONG STATE
 FP0643'HIGHWAY 63, 193 FEET SOUTH OF A ROAD EAST TO KLAGETOH MENNONITE
 FP0643'CHURCH, 100 FEET EAST OF THE HIGHWAY, 3 FEET NORTH OF A WITNESS POST,
 FP0643'1 FOOT WEST OF A FENCE.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FP0643'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0182 ***********************************************************************
 DB0182  DESIGNATION -  510
 DB0182  PID         -  DB0182
 DB0182  STATE/COUNTY-  AZ/YUMA
 DB0182  USGS QUAD   -  LIGURTA (1965)
 DB0182
 DB0182                         *CURRENT SURVEY CONTROL
 DB0182  ___________________________________________________________________
 DB0182* NAD 83(1986)-  32 39 36.     (N)    114 20 59.     (W)     SCALED    
 DB0182* NAVD 88     -       188.52   (+/-2cm)     618.5    (feet)  VERTCON   
 DB0182  ___________________________________________________________________
 DB0182  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DB0182  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0182
 DB0182.The horizontal coordinates were scaled from a topographic map and have
 DB0182.an estimated accuracy of +/- 6 seconds.
 DB0182
 DB0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0182.The vertical order pertains to the NGVD 29 superseded value.
 DB0182
 DB0182.The geoid height was determined by GEOID03.
 DB0182
 DB0182;                    North         East    Units  Estimated Accuracy
 DB0182;SPC AZ W     -   184,210.      157,100.      MT  (+/- 180 meters Scaled)
 DB0182
 DB0182                          SUPERSEDED SURVEY CONTROL
 DB0182
 DB0182  NGVD 29 (??/??/??)  187.855  (m)          616.32   (f) ADJUSTED    1 2
 DB0182
 DB0182.Superseded values are not recommended for survey control.
 DB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0182.See file dsdata.txt to determine how the superseded data were derived.
 DB0182
 DB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS485166(NAD 83)
 DB0182_MARKER: DD = SURVEY DISK
 DB0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0182_SP_SET: BRIDGE ABUTMENT
 DB0182_STAMPING: 510 + 1947
 DB0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0182
 DB0182  HISTORY     - Date     Condition        Report By
 DB0182  HISTORY     - 1947     MONUMENTED       AZHD
 DB0182  HISTORY     - 1960     GOOD             NGS
 DB0182
 DB0182                          STATION DESCRIPTION
 DB0182
 DB0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0182'3.6 MI W FROM LIGURTA.
 DB0182'3.6 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 24 FEET NORTHEAST
 DB0182'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE NORTHEAST CONCRETE
 DB0182'BRIDGE ABUTMENT OVER A WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0367 ***********************************************************************
 DT0367  DESIGNATION -  5109
 DT0367  PID         -  DT0367
 DT0367  STATE/COUNTY-  AZ/GREENLEE
 DT0367  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0367
 DT0367                         *CURRENT SURVEY CONTROL
 DT0367  ___________________________________________________________________
 DT0367* NAD 83(1986)-  33 02 27.     (N)    109 07 05.     (W)     SCALED    
 DT0367* NAVD 88     -      1558.071  (meters)    5111.77   (feet)  ADJUSTED  
 DT0367  ___________________________________________________________________
 DT0367  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 DT0367  DYNAMIC HT  -        1555.710 (meters)    5104.03  (feet)  COMP
 DT0367  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 DT0367
 DT0367  VERT ORDER  -  SECOND    CLASS 0
 DT0367
 DT0367.The horizontal coordinates were scaled from a topographic map and have
 DT0367.an estimated accuracy of +/- 6 seconds.
 DT0367
 DT0367.The orthometric height was determined by differential leveling
 DT0367.and adjusted in June 1991.
 DT0367
 DT0367.The geoid height was determined by GEOID03.
 DT0367
 DT0367.The dynamic height is computed by dividing the NAVD 88
 DT0367.geopotential number by the normal gravity value computed on the
 DT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0367.degrees latitude (g = 980.6199 gals.).
 DT0367
 DT0367.The modeled gravity was interpolated from observed gravity values.
 DT0367
 DT0367;                    North         East    Units  Estimated Accuracy
 DT0367;SPC AZ E     -   226,770.      311,300.      MT  (+/- 180 meters Scaled)
 DT0367
 DT0367                          SUPERSEDED SURVEY CONTROL
 DT0367
 DT0367  NGVD 29 (??/??/92) 1557.233  (m)         5109.02   (f) ADJ UNCH    2 0
 DT0367
 DT0367.Superseded values are not recommended for survey control.
 DT0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0367.See file dsdata.txt to determine how the superseded data were derived.
 DT0367
 DT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB757573(NAD 83)
 DT0367_MARKER: Z = SEE DESCRIPTION
 DT0367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0367_STAMPING: 5109 PHNX 1902
 DT0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0367
 DT0367  HISTORY     - Date     Condition        Report By
 DT0367  HISTORY     - 1902     MONUMENTED       USGS
 DT0367  HISTORY     - 1934     GOOD             NGS
 DT0367
 DT0367                          STATION DESCRIPTION
 DT0367
 DT0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0367'16.2 MI SW FROM MULE CREEK, NM.
 DT0367'16.2 MILES SOUTHWEST ALONG HWY. NO. 78 (18.6 MILES SOUTH EAST OF
 DT0367'CLIFTON, ARIZ.) ON STATE HWY. NO. 78, 8.5 MILES NORTH EAST OF JUNCTION
 DT0367'WITH HWY. NO. 75, ABOUT 350 FT. WEST OF CATTLE GUARD FORMING GILA
 DT0367'NATIONAL FOREST BOUNDARY, 30 FT. SOUTH OF CENTER LINE OF HWY. ON IRON
 DT0367'PIPE 2 FT. HIGH REINFORCED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0198 ***********************************************************************
 GP0198  DESIGNATION -  5109.73
 GP0198  PID         -  GP0198
 GP0198  STATE/COUNTY-  AZ/COCONINO
 GP0198  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0198
 GP0198                         *CURRENT SURVEY CONTROL
 GP0198  ___________________________________________________________________
 GP0198* NAD 83(1986)-  36 37 50.     (N)    111 39 11.     (W)     SCALED    
 GP0198* NAVD 88     -      1558.447  (meters)    5113.00   (feet)  POSTED    
 GP0198  ___________________________________________________________________
 GP0198  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0198  DYNAMIC HT  -        1556.560 (meters)    5106.81  (feet)  COMP
 GP0198  MODELED GRAV-     979,367.1   (mgal)                       NAVD 88
 GP0198
 GP0198  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0198
 GP0198.The horizontal coordinates were scaled from a topographic map and have
 GP0198.an estimated accuracy of +/- 6 seconds.
 GP0198
 GP0198.The orthometric height was determined by differential leveling
 GP0198.and adjusted by the  in 1992.
 GP0198.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0198.rate of 1.1 thru 2.0 mm/km.
 GP0198
 GP0198.The geoid height was determined by GEOID03.
 GP0198
 GP0198.The dynamic height is computed by dividing the NAVD 88
 GP0198.geopotential number by the normal gravity value computed on the
 GP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0198.degrees latitude (g = 980.6199 gals.).
 GP0198
 GP0198.The modeled gravity was interpolated from observed gravity values.
 GP0198
 GP0198;                    North         East    Units  Estimated Accuracy
 GP0198;SPC AZ C     -   624,510.      236,940.      MT  (+/- 180 meters Scaled)
 GP0198
 GP0198                          SUPERSEDED SURVEY CONTROL
 GP0198
 GP0198  NGVD 29 (??/??/92) 1557.464  (m)         5109.78   (f) ADJ UNCH    1 2
 GP0198
 GP0198.Superseded values are not recommended for survey control.
 GP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0198.See file dsdata.txt to determine how the superseded data were derived.
 GP0198
 GP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416540(NAD 83)
 GP0198_MARKER: DD = SURVEY DISK
 GP0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0198_SP_SET: CULVERT
 GP0198_STAMPING: 5109.73 2996+67 1934
 GP0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0198
 GP0198  HISTORY     - Date     Condition        Report By
 GP0198  HISTORY     - 1934     MONUMENTED       AZHD
 GP0198  HISTORY     - 1962     GOOD             NGS
 GP0198  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0198  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0198  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0198
 GP0198                          STATION DESCRIPTION
 GP0198
 GP0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0198'0.55 MI S FROM BITTER SPRINGS.
 GP0198'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 89A AND 89 FROM THE CHEVRON
 GP0198'SERVICE STATION AT BITTER SPRINGS, 0.35 MILE SOUTH OF THE JUNCTION OF
 GP0198'U.S. HIGHWAY 89A AND U.S. HIGHWAY 89, 165 FEET NORTH OF THE CENTERLINE
 GP0198'OF A DIM TRAIL ROAD LEADING WEST, 15 FEET EAST OF THE CENTERLINE OF
 GP0198'U.S. HIGHWAY 89, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 GP0198'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A BOX
 GP0198'CULVERT.
 GP0198
 GP0198                          STATION RECOVERY (1978)
 GP0198
 GP0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0198'MARK NOT FOUND.
 GP0198
 GP0198                          STATION RECOVERY (1983)
 GP0198
 GP0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0198'NOT RECOVERED.  NEW HEADWALL AT DESCRIBED LOCATION.
 GP0198
 GP0198                          STATION RECOVERY (1993)
 GP0198
 GP0198'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0190 ***********************************************************************
 CF0190  DESIGNATION -  5111
 CF0190  PID         -  CF0190
 CF0190  STATE/COUNTY-  AZ/COCHISE
 CF0190  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0190
 CF0190                         *CURRENT SURVEY CONTROL
 CF0190  ___________________________________________________________________
 CF0190* NAD 83(1986)-  31 43 48.     (N)    109 53 08.     (W)     SCALED    
 CF0190* NAVD 88     -      1559.02   (+/-2cm)    5114.9    (feet)  VERTCON   
 CF0190  ___________________________________________________________________
 CF0190  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0190
 CF0190.The horizontal coordinates were scaled from a topographic map and have
 CF0190.an estimated accuracy of +/- 6 seconds.
 CF0190
 CF0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0190.The vertical order pertains to the NGVD 29 superseded value.
 CF0190
 CF0190.The geoid height was determined by GEOID03.
 CF0190
 CF0190;                    North         East    Units  Estimated Accuracy
 CF0190;SPC AZ E     -    80,970.      240,000.      MT  (+/- 180 meters Scaled)
 CF0190
 CF0190                          SUPERSEDED SURVEY CONTROL
 CF0190
 CF0190  NGVD 29 (??/??/92) 1558.111  (m)         5111.90   (f) ADJ UNCH    2 0
 CF0190
 CF0190.Superseded values are not recommended for survey control.
 CF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0190.See file dsdata.txt to determine how the superseded data were derived.
 CF0190
 CF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA055110(NAD 83)
 CF0190_MARKER: DD = SURVEY DISK
 CF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0190_STAMPING: 5111
 CF0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0190+STABILITY: SURFACE MOTION
 CF0190
 CF0190  HISTORY     - Date     Condition        Report By
 CF0190  HISTORY     - UNK      MONUMENTED       USGS
 CF0190  HISTORY     - 1934     GOOD             NGS
 CF0190
 CF0190                          STATION DESCRIPTION
 CF0190
 CF0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0190'3.6 MI W FROM GLEASON.
 CF0190'3.6 MILES WEST ALONG THE TOMBSTONE ROAD FROM GLEASON, COCHISE COUNTY,
 CF0190'1.6 MILES EAST OF KENDAL BAR CIRCLE RANCH, ABOUT 300 FEET NORTHWEST OF
 CF0190'A CATTLEGUARD, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 40
 CF0190'FEET SOUTHWEST OF A FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY
 CF0190'STANDARD DISK, STAMPED 5111 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0331 ***********************************************************************
 GP0331  DESIGNATION -  5118.76
 GP0331  PID         -  GP0331
 GP0331  STATE/COUNTY-  AZ/COCONINO
 GP0331  USGS QUAD   -  EMMETT HILL (1985)
 GP0331
 GP0331                         *CURRENT SURVEY CONTROL
 GP0331  ___________________________________________________________________
 GP0331* NAD 83(1986)-  36 42 50.     (N)    111 59 04.     (W)     SCALED    
 GP0331* NAVD 88     -      1557.683  (meters)    5110.50   (feet)  POSTED    
 GP0331  ___________________________________________________________________
 GP0331  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 GP0331  DYNAMIC HT  -        1555.810 (meters)    5104.35  (feet)  COMP
 GP0331  MODELED GRAV-     979,375.4   (mgal)                       NAVD 88
 GP0331
 GP0331  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0331
 GP0331.The horizontal coordinates were scaled from a topographic map and have
 GP0331.an estimated accuracy of +/- 6 seconds.
 GP0331
 GP0331.The orthometric height was determined by differential leveling
 GP0331.and adjusted by the  in 1992.
 GP0331.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0331.rate of 0.0 thru 1.0 mm/km.
 GP0331
 GP0331.The geoid height was determined by GEOID03.
 GP0331
 GP0331.The dynamic height is computed by dividing the NAVD 88
 GP0331.geopotential number by the normal gravity value computed on the
 GP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0331.degrees latitude (g = 980.6199 gals.).
 GP0331
 GP0331.The modeled gravity was interpolated from observed gravity values.
 GP0331
 GP0331;                    North         East    Units  Estimated Accuracy
 GP0331;SPC AZ C     -   633,720.      207,310.      MT  (+/- 180 meters Scaled)
 GP0331
 GP0331                          SUPERSEDED SURVEY CONTROL
 GP0331
 GP0331  NGVD 29 (??/??/92) 1556.690  (m)         5107.24   (f) ADJ UNCH    1 2
 GP0331
 GP0331.Superseded values are not recommended for survey control.
 GP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0331.See file dsdata.txt to determine how the superseded data were derived.
 GP0331
 GP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF120635(NAD 83)
 GP0331_MARKER: DD = SURVEY DISK
 GP0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0331_SP_SET: CULVERT
 GP0331_STAMPING: 5118.76 1277+60 1934
 GP0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0331
 GP0331  HISTORY     - Date     Condition        Report By
 GP0331  HISTORY     - 1934     MONUMENTED       AZHD
 GP0331  HISTORY     - 1934     GOOD             NGS
 GP0331
 GP0331                          STATION DESCRIPTION
 GP0331
 GP0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0331'3.4 MI E FROM HOUSE ROCK SPRINGS.
 GP0331'3.4 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0331'COUNTY, AT A DOUBLE 6- BY 6-FOOT BOX CULVERT, AND IN THE CENTER OF THE
 GP0331'TOP OF THE NORTH CONCRETE HEADWALL.  AN ARIZONA STATE HIGHWAY
 GP0331'DEPARTMENT STANDARD DISK, STAMPED 5118.76 1277+60 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0329 ***********************************************************************
 DU0329  DESIGNATION -  5120.89
 DU0329  PID         -  DU0329
 DU0329  STATE/COUNTY-  AZ/GILA
 DU0329  USGS QUAD   -  CHROME BUTTE (1966)
 DU0329
 DU0329                         *CURRENT SURVEY CONTROL
 DU0329  ___________________________________________________________________
 DU0329* NAD 83(1986)-  33 30 48.     (N)    110 42 26.     (W)     SCALED    
 DU0329* NAVD 88     -      1561.104  (meters)    5121.72   (feet)  ADJUSTED  
 DU0329  ___________________________________________________________________
 DU0329  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU0329  DYNAMIC HT  -        1558.879 (meters)    5114.42  (feet)  COMP
 DU0329  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 DU0329
 DU0329  VERT ORDER  -  SECOND    CLASS 0
 DU0329
 DU0329.The horizontal coordinates were scaled from a topographic map and have
 DU0329.an estimated accuracy of +/- 6 seconds.
 DU0329
 DU0329.The orthometric height was determined by differential leveling
 DU0329.and adjusted in June 1991.
 DU0329
 DU0329.The geoid height was determined by GEOID03.
 DU0329
 DU0329.The dynamic height is computed by dividing the NAVD 88
 DU0329.geopotential number by the normal gravity value computed on the
 DU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0329.degrees latitude (g = 980.6199 gals.).
 DU0329
 DU0329.The modeled gravity was interpolated from observed gravity values.
 DU0329
 DU0329;                    North         East    Units  Estimated Accuracy
 DU0329;SPC AZ E     -   278,810.      163,140.      MT  (+/- 180 meters Scaled)
 DU0329
 DU0329                          SUPERSEDED SURVEY CONTROL
 DU0329
 DU0329  NGVD 29 (??/??/92) 1560.394  (m)         5119.39   (f) ADJ UNCH    2 0
 DU0329
 DU0329.Superseded values are not recommended for survey control.
 DU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0329.See file dsdata.txt to determine how the superseded data were derived.
 DU0329
 DU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC271082(NAD 83)
 DU0329_MARKER: DD = SURVEY DISK
 DU0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0329_SP_SET: CATTLE GUARD
 DU0329_STAMPING: STA 556+10 EL 5120.89 1932
 DU0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0329
 DU0329  HISTORY     - Date     Condition        Report By
 DU0329  HISTORY     - 1932     MONUMENTED       AZHD
 DU0329  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0329
 DU0329                          STATION DESCRIPTION
 DU0329
 DU0329'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0329'11.8 MI NE FROM GLOBE.
 DU0329'11.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY, AT
 DU0329'A LARGE CUT, AT A CONCRETE CATTLE GUARD, AND IN THE TOP OF THE EAST
 DU0329'HEAD WALL.  NOTE-- THERE IS NO CATTLEGUARD IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1910 ***********************************************************************
 AI1910  DESIGNATION -  5122
 AI1910  PID         -  AI1910
 AI1910  STATE/COUNTY-  AZ/MARICOPA
 AI1910  USGS QUAD   -  TEMPE (1982)
 AI1910
 AI1910                         *CURRENT SURVEY CONTROL
 AI1910  ___________________________________________________________________
 AI1910* NAD 83(2007)-  33 27 04.75200(N)    111 53 31.10717(W)     ADJUSTED  
 AI1910* NAVD 88     -       363.3    (meters)    1192.     (feet)  GPS OBS   
 AI1910  ___________________________________________________________________
 AI1910  EPOCH DATE  -        2007.00
 AI1910  X           -  -1,986,335.128 (meters)                     COMP
 AI1910  Y           -  -4,943,164.529 (meters)                     COMP
 AI1910  Z           -   3,496,014.561 (meters)                     COMP
 AI1910  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AI1910  ELLIP HEIGHT-         333.600 (meters)          (02/10/07) ADJUSTED
 AI1910  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AI1910
 AI1910  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1910  Type    PID    Designation                      North   East  Ellip
 AI1910  -------------------------------------------------------------------
 AI1910  NETWORK AI1910 5122                              0.49   0.45   1.37
 AI1910  -------------------------------------------------------------------
 AI1910
 AI1910.The horizontal coordinates were established by GPS observations
 AI1910.and adjusted by the National Geodetic Survey in February 2007.
 AI1910
 AI1910.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1910.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1910.The horizontal coordinates are valid at the epoch date displayed above.
 AI1910.The epoch date for horizontal control is a decimal equivalence
 AI1910.of Year/Month/Day.
 AI1910
 AI1910.The orthometric height was determined by GPS observations and a
 AI1910.high-resolution geoid model.
 AI1910
 AI1910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1910
 AI1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1910
 AI1910.The ellipsoidal height was determined by GPS observations
 AI1910.and is referenced to NAD 83.
 AI1910
 AI1910.The geoid height was determined by GEOID03.
 AI1910
 AI1910;                    North         East     Units Scale Factor Converg.
 AI1910;SPC AZ C     -   271,802.025   215,655.539   MT  0.99990006   +0 00 49.0
 AI1910;SPC AZ C     -   891,738.93    707,531.30   iFT  0.99990006   +0 00 49.0
 AI1910;UTM  12      - 3,701,677.852   417,100.972   MT  0.99968472   -0 29 30.2
 AI1910
 AI1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1910!SPC AZ C     -   0.99994763  x   0.99990006  =   0.99984769
 AI1910!UTM  12      -   0.99994763  x   0.99968472  =   0.99963237
 AI1910
 AI1910                          SUPERSEDED SURVEY CONTROL
 AI1910
 AI1910  NAD 83(1992)-  33 27 04.75138(N)    111 53 31.10627(W) AD(       ) A
 AI1910  ELLIP H (09/30/99)  333.619  (m)                       GP(       ) 3 1
 AI1910
 AI1910.Superseded values are not recommended for survey control.
 AI1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1910.See file dsdata.txt to determine how the superseded data were derived.
 AI1910
 AI1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1710101678(NAD 83)
 AI1910_MARKER: DD = SURVEY DISK
 AI1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1910_STAMPING: 5122
 AI1910_MARK LOGO: AZDT  
 AI1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1910+STABILITY: SURFACE MOTION
 AI1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1910+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 AI1910
 AI1910  HISTORY     - Date     Condition        Report By
 AI1910  HISTORY     - UNK      MONUMENTED
 AI1910  HISTORY     - 19990212 GOOD             AZ0420
 AI1910  HISTORY     - 20070426 GOOD             GEOCAC
 AI1910
 AI1910                          STATION DESCRIPTION
 AI1910
 AI1910'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1910'THE STATION IS LOCATED NEAR THE SOUTHEAST PART OF SCOTTSDALE, ON THE
 AI1910'CENTERLINE OF MCKELLIPS ROAD.  OWNERSHIP-ARIZONA DEPARTMENT OF
 AI1910'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF NORTH 90TH
 AI1910'STREET AND VIA LINDA ROAD IN SCOTTSDALE, GO SOUTH FOR 5.2 KM (3.25 MI)
 AI1910'ON 90TH STREET (TURNS INTO PIMA ROAD) TO MCDONALD DRIVE. TURN LEFT AND
 AI1910'GO EAST FOR 0.4 KM (0.25 MI) ON MCDONALD DRIVE TO THE PIMA FREEWAY
 AI1910'(STATE ROUTE 101).  TURN RIGHT AND GO SOUTH FOR 8.0 KM (4.95 MI) ON
 AI1910'THE PIMA FREEWAY TO MCKELLIPS ROAD.  TURN RIGHT AND GO WEST FOR 90 M
 AI1910'(295.3 FT) ON MCKELLIPS ROAD TO THE STATION.  THE STATION IS RECESSED
 AI1910'18 CM BELOW THE PAVEMENT.  LOCATED 400.5 FT (122.1 M) WEST FROM THE
 AI1910'WEST EDGE OF THE 101 FREEWAY, 117.12 FT (35.70 M) SOUTHEAST FROM THE
 AI1910'SHADOW MOUNTAIN VILLAGE SIGN, 105.16 FT (32.05 M) SOUTHWEST FROM A
 AI1910'FIRE HYDRANT AND 46.36 FT (14.13 M) WEST FROM THE MEDIAN CURB.  ACCESS
 AI1910'TO THE STATION IS THROUGH A HAND HOLE.
 AI1910
 AI1910                          STATION RECOVERY (2007)
 AI1910
 AI1910'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AI1910'RECOVERED AS DESCRIBED, IN GOOD CONDITION, WITH THE EXCEPTION THAT
 AI1910'PIMA ROAD NO LONGER INTERSECTS MCKELLIPS ROAD. THE ONE-MILE SECTION OF
 AI1910'PIMA ROAD, BETWEEN MCKELLIPS AND MCDOWELL HAS BEEN REMOVED. THE '5' OF
 AI1910'THE STAMPING IS NOT EASILY READABLE, BUT '122' IS EASILY DISCERNIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0509 ***********************************************************************
 ES0509  DESIGNATION -  5124.3
 ES0509  PID         -  ES0509
 ES0509  STATE/COUNTY-  AZ/COCONINO
 ES0509  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0509
 ES0509                         *CURRENT SURVEY CONTROL
 ES0509  ___________________________________________________________________
 ES0509* NAD 83(1986)-  34 57 53.     (N)    111 45 08.     (W)     SCALED    
 ES0509* NAVD 88     -      1563.005  (meters)    5127.96   (feet)  ADJUSTED  
 ES0509  ___________________________________________________________________
 ES0509  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES0509  DYNAMIC HT  -        1560.932 (meters)    5121.16  (feet)  COMP
 ES0509  MODELED GRAV-     979,253.2   (mgal)                       NAVD 88
 ES0509
 ES0509  VERT ORDER  -  FIRST     CLASS II
 ES0509
 ES0509.The horizontal coordinates were scaled from a topographic map and have
 ES0509.an estimated accuracy of +/- 6 seconds.
 ES0509
 ES0509.The orthometric height was determined by differential leveling
 ES0509.and adjusted in June 1991.
 ES0509
 ES0509.The geoid height was determined by GEOID03.
 ES0509
 ES0509.The dynamic height is computed by dividing the NAVD 88
 ES0509.geopotential number by the normal gravity value computed on the
 ES0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0509.degrees latitude (g = 980.6199 gals.).
 ES0509
 ES0509.The modeled gravity was interpolated from observed gravity values.
 ES0509
 ES0509;                    North         East    Units  Estimated Accuracy
 ES0509;SPC AZ C     -   439,670.      228,380.      MT  (+/- 180 meters Scaled)
 ES0509
 ES0509                          SUPERSEDED SURVEY CONTROL
 ES0509
 ES0509  NGVD 29 (??/??/92) 1562.143  (m)         5125.13   (f) ADJ UNCH    1 2
 ES0509
 ES0509.Superseded values are not recommended for survey control.
 ES0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0509.See file dsdata.txt to determine how the superseded data were derived.
 ES0509
 ES0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD313693(NAD 83)
 ES0509_MARKER: Z = SEE DESCRIPTION
 ES0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0509_SP_SET: TREE
 ES0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0509
 ES0509  HISTORY     - Date     Condition        Report By
 ES0509  HISTORY     - UNK      MONUMENTED       USGS
 ES0509  HISTORY     - 1933     GOOD             NGS
 ES0509
 ES0509                          STATION DESCRIPTION
 ES0509
 ES0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0509'9.2 MI N FROM SEDONA.
 ES0509'AT SIDE OF HIGHWAY, AT JUNIPINE STORE, 1.3 MILES NORTH OF OAK CREEK
 ES0509'HIGHWAY BRIDGE, ON ROOT ON WEST SIDE OF LARGE JUNIPER TREE PAINTED
 ES0509'WHITE U.S.B.M. 5124.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0087 ***********************************************************************
 FR0087  DESIGNATION -  5127
 FR0087  PID         -  FR0087
 FR0087  STATE/COUNTY-  AZ/YAVAPAI
 FR0087  USGS QUAD   -  ASH FORK (1979)
 FR0087
 FR0087                         *CURRENT SURVEY CONTROL
 FR0087  ___________________________________________________________________
 FR0087* NAD 83(1986)-  35 11 24.     (N)    112 29 31.     (W)     SCALED    
 FR0087* NAVD 88     -      1563.40   (+/-2cm)    5129.3    (feet)  VERTCON   
 FR0087  ___________________________________________________________________
 FR0087  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 FR0087  VERT ORDER  -  ? (See Below)
 FR0087
 FR0087.The horizontal coordinates were scaled from a topographic map and have
 FR0087.an estimated accuracy of +/- 6 seconds.
 FR0087
 FR0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0087.The vertical order pertains to the NGVD 29 superseded value.
 FR0087
 FR0087.The geoid height was determined by GEOID03.
 FR0087
 FR0087;                    North         East    Units  Estimated Accuracy
 FR0087;SPC AZ C     -   464,800.      160,970.      MT  (+/- 180 meters Scaled)
 FR0087
 FR0087                          SUPERSEDED SURVEY CONTROL
 FR0087
 FR0087  NGVD 29 (??/??/92) 1562.537  (m)         5126.42   (f) ADJ UNCH    ?  
 FR0087
 FR0087.Superseded values are not recommended for survey control.
 FR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0087.See file dsdata.txt to determine how the superseded data were derived.
 FR0087
 FR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD641951(NAD 83)
 FR0087_MARKER: P = PIPE CAP
 FR0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0087
 FR0087  HISTORY     - Date     Condition        Report By
 FR0087  HISTORY     - UNK      MONUMENTED       USGS
 FR0087  HISTORY     - 1932     GOOD             NGS
 FR0087
 FR0087                          STATION DESCRIPTION
 FR0087
 FR0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0087'3.0 MI S FROM ASH FORK.
 FR0087'3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM ASH
 FR0087'FORK, YAVAPAI COUNTY, OPPOSITE MILEPOST 3, AND 50 FEET EAST OF THE
 FR0087'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE
 FR0087'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1037 ***********************************************************************
 ES1037  DESIGNATION -  5127=HOUSE
 ES1037  PID         -  ES1037
 ES1037  STATE/COUNTY-  AZ/YAVAPAI
 ES1037  USGS QUAD   -  SEDONA (1969)
 ES1037
 ES1037                         *CURRENT SURVEY CONTROL
 ES1037  ___________________________________________________________________
 ES1037* NAD 83(1992)-  34 46 15.51030(N)    111 51 13.74814(W)     ADJUSTED  
 ES1037* NAVD 88     -      1563.9    (meters)    5131.     (feet)  VERTCON   
 ES1037  ___________________________________________________________________
 ES1037  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 ES1037  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ES1037  HORZ ORDER  -  SECOND
 ES1037
 ES1037.The horizontal coordinates were established by classical geodetic methods
 ES1037.and adjusted by the National Geodetic Survey in August 1993.
 ES1037
 ES1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1037
 ES1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1037
 ES1037.The geoid height was determined by GEOID03.
 ES1037
 ES1037;                    North         East     Units Scale Factor Converg.
 ES1037;SPC AZ C     -   418,170.880   219,112.620   MT  0.99990041   +0 02 09.0
 ES1037;SPC AZ C     - 1,371,951.71    718,873.43   iFT  0.99990041   +0 02 09.0
 ES1037;UTM  12      - 3,847,977.561   421,870.128   MT  0.99967523   -0 29 13.0
 ES1037
 ES1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1037!SPC AZ C     -   0.99975852  x   0.99990041  =   0.99965895
 ES1037!UTM  12      -   0.99975852  x   0.99967523  =   0.99943383
 ES1037
 ES1037|---------------------------------------------------------------------|
 ES1037| PID    Reference Object                     Distance      Geod. Az  |
 ES1037|                                                           dddmmss.s |
 ES1037| CH2521 HOUSE RM 1                            3.885 METERS 00549     |
 ES1037| ES1034 SEZ A                               APPROX.10.3 KM 0345007.1 |
 ES1037| ES1136 CASNER                              APPROX.23.2 KM 3282436.1 |
 ES1037|---------------------------------------------------------------------|
 ES1037
 ES1037                          SUPERSEDED SURVEY CONTROL
 ES1037
 ES1037  NAD 83(1986)-  34 46 15.50542(N)    111 51 13.74379(W) AD(       ) 2
 ES1037  NAD 27      -  34 46 15.43174(N)    111 51 11.19462(W) AD(       ) 2
 ES1037  NGVD 29 (07/19/86) 1563.1    (m)         5128.     (f) VERT ANG    3  
 ES1037
 ES1037.Superseded values are not recommended for survey control.
 ES1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1037.See file dsdata.txt to determine how the superseded data were derived.
 ES1037
 ES1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2187047978(NAD 83)
 ES1037_MARKER: DS = TRIANGULATION STATION DISK
 ES1037_SETTING: 80 = SET IN A BOULDER
 ES1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1037+STABILITY: SURFACE MOTION
 ES1037
 ES1037  HISTORY     - Date     Condition        Report By
 ES1037  HISTORY     - 1930     MONUMENTED       USGS
 ES1037  HISTORY     - 1979     GOOD             AZDT
 ES1037  HISTORY     - 20050811 MARK NOT FOUND   INDIV
 ES1037
 ES1037                          STATION DESCRIPTION
 ES1037
 ES1037'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1037'LOCATED ABOUT 12 MI BY RD. SW. OF SEDONA, 8 MI NE. OF CORNVILLE.
 ES1037'N. OF SEDONA-CORNVILLE RD. VIA BIG PARK AND DRY BEAVER CREEK.
 ES1037'
 ES1037'TO REACH FROM SEDONA-CORNVILLE RD., TURN OFF MAIN RD. ON EAST
 ES1037'SIDE OF N.-S. FENCE LINE ABOUT 2 MI W. OF DRY BEAVER CREEK
 ES1037'FOLLOWING DIM WOOD HAULERS RD. IN NORTHERLY DIRECTION TO TOP OF
 ES1037'MESA IN JUNIPER FLAT.  LEAVE RD. WESTERLY ACROSS TOP OF MESA
 ES1037'PASSING OVER SOUTH ONE OF TWO VISIBLE HIGH POINTS (GATE AT FENCE
 ES1037'CORNER ON SOUTHEAST SLOPE).  FROM THIS POINT STATION PEAK CAN BE
 ES1037'SEEN AS ROCKY POINT ACROSS DIVIDE ON WEST EDGE OF MESA.
 ES1037'
 ES1037'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1037'MALPAIS ROCK 4 FT LOWER THAN HIGHEST POINT.
 ES1037'
 ES1037'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN TOP OF
 ES1037'HIGHEST ROCK.
 ES1037
 ES1037                          STATION RECOVERY (1979)
 ES1037
 ES1037'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1037'THE STATION MARK IS A STANDARD USGS DISK STAMPED---Y1930 5127VA---IT
 ES1037'WAS RECOVERED IN GOOD CONDITION.
 ES1037'
 ES1037'REFERENCE MARK 1 IS A STANDARD USGS DISK WHICH HAS NO STAMPING.  IT
 ES1037'WAS RECOVERED IN GOOD CONDITION.
 ES1037'
 ES1037'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1037'ON EAST MINGUS AVENUE FOR 0.8 MILE TO US HIGHWAY 89A.  TURN LEFT ON US
 ES1037'89A AND TRAVEL SOUTHEAST FOR 1.7 MILE TO MAIN STREET.  TURN RIGHT ON
 ES1037'MAIN STREET AND TRAVEL SOUTHEAST FOR 0.6 MILE TO THE JUNCTION OF 89A
 ES1037'AND SR 279, CONTINUE ALONG 89A FOR 2.0 MILES TO THE CORNVILLE-CAMP
 ES1037'VERDE TURN-OFF.  TURN RIGHT AND CONTINUE THROUGH CORNVILLE FOR 8.4
 ES1037'MILES TO FOREST ROAD 120.  TURN LEFT ON 120 NORTHEAST FOR 3.1 MILES TO
 ES1037'A TRAIL ON LEFT.  TURN LEFT AND GO WEST FOR 0.2 MILE TO A FORK AT
 ES1037'GROUND TANKS.  TAKE LEFT FORK FOR 1.2 MILES TO A CATTLE GUARD.  CROSS
 ES1037'OVER CATTLE GUARD AND CONTINUE UP CANYON ON MAIN TRAIL FOR 2.0 MILES
 ES1037'TO A FORK, TAKE LEFT FORK 0.3 MILE TO A METAL WATER TANK ON RIGHTT8
 ES1037'CONTINUE UP HILL ON MAIN TRAIL FOR 0.8 MILE TO A GROUND TANK ON LEFT.
 ES1037'CONTINUE AHEAD FOR 0.16 MILES TO A GATE, PASS THROUGH GATE AND FO-90C
 ES1037'MILE TO A SADDLE AND END OF TRUCK TRAVEL.  PACK WEST TO TOP OF HILL
 ES1037'AND THEN NORTHWEST TO HIGHEST POINT OF PROMINENT ROCK OUTCROP AND THE
 ES1037'STATION.
 ES1037
 ES1037                          STATION RECOVERY (2005)
 ES1037
 ES1037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJM)
 ES1037'DISK HAS BEEN REMOVED.  LOCATED DRILL HOLE IN ROCK AND EVIDENCE OF
 ES1037'CEMENT SETTING AROUND HOLE IN SHAPE OF DISK.
 ES1037'UPDATES TO DIRECTIONS IN 1979 RECOVERY -
 ES1037'ROAD LISTED AS FOREST ROAD 120 IS NOW KNOWN AS COUNTY ROAD 78.
 ES1037''TRAIL' ON LEFT IS NOW SIGNED 'FOREST ROUTE 9952'.  GATE AT 0.16 MILES
 ES1037'IS NOW A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0249 ***********************************************************************
 FR0249  DESIGNATION -  5131.71
 FR0249  PID         -  FR0249
 FR0249  STATE/COUNTY-  AZ/YAVAPAI
 FR0249  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0249
 FR0249                         *CURRENT SURVEY CONTROL
 FR0249  ___________________________________________________________________
 FR0249* NAD 83(1986)-  35 13 16.     (N)    112 30 29.     (W)     SCALED    
 FR0249* NAVD 88     -      1565.043  (meters)    5134.65   (feet)  POSTED    
 FR0249  ___________________________________________________________________
 FR0249  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 FR0249  DYNAMIC HT  -        1562.990 (meters)    5127.91  (feet)  COMP
 FR0249  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 FR0249
 FR0249  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0249
 FR0249.The horizontal coordinates were scaled from a topographic map and have
 FR0249.an estimated accuracy of +/- 6 seconds.
 FR0249
 FR0249.The orthometric height was determined by differential leveling
 FR0249.and adjusted by the  in 1992.
 FR0249.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0249.rate of 2.1 thru 3.0 mm/km.
 FR0249
 FR0249.The geoid height was determined by GEOID03.
 FR0249
 FR0249.The dynamic height is computed by dividing the NAVD 88
 FR0249.geopotential number by the normal gravity value computed on the
 FR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0249.degrees latitude (g = 980.6199 gals.).
 FR0249
 FR0249.The modeled gravity was interpolated from observed gravity values.
 FR0249
 FR0249;                    North         East    Units  Estimated Accuracy
 FR0249;SPC AZ C     -   468,260.      159,520.      MT  (+/- 180 meters Scaled)
 FR0249
 FR0249                          SUPERSEDED SURVEY CONTROL
 FR0249
 FR0249  NGVD 29 (??/??/92) 1564.176  (m)         5131.80   (f) ADJ UNCH    2 0
 FR0249
 FR0249.Superseded values are not recommended for survey control.
 FR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0249.See file dsdata.txt to determine how the superseded data were derived.
 FR0249
 FR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD627986(NAD 83)
 FR0249_MARKER: DD = SURVEY DISK
 FR0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0249_SP_SET: CURB
 FR0249_STAMPING: 5131.71 2021.6719
 FR0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0249
 FR0249  HISTORY     - Date     Condition        Report By
 FR0249  HISTORY     - UNK      MONUMENTED       AZHD
 FR0249  HISTORY     - 1973     GOOD             USGS
 FR0249  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0249
 FR0249                          STATION DESCRIPTION
 FR0249
 FR0249'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0249'1.5 MI W FROM ASH FORK.
 FR0249'BEGINNING AT THE POST OFFICE AT ASH FORK.  THENCE NORTH FOR 0.1 MILE
 FR0249'TO WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40.  THENCE 1.5 MILES
 FR0249'WEST, ON THE NORTHWEST END OF AN OVERPASS BRIDGE OF THE WEST BOUND
 FR0249'TRAFFIC OVER THE A. T. AND S. F. RAILROAD, 21 FT NORTH OF THE CENTER
 FR0249'OF THE ROAD, 2 FT. EAST OF THE WEST END OF THE BRIDGE SET IN THE TOP
 FR0249'OF THE WEST END OF THE NORTH CONCRETE CURB OF THE OVERPASS.
 FR0249
 FR0249                          STATION RECOVERY (1982)
 FR0249
 FR0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0249'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0068 ***********************************************************************
 FR0068  DESIGNATION -  5141
 FR0068  PID         -  FR0068
 FR0068  STATE/COUNTY-  AZ/YAVAPAI
 FR0068  USGS QUAD   -  ASH FORK (1979)
 FR0068
 FR0068                         *CURRENT SURVEY CONTROL
 FR0068  ___________________________________________________________________
 FR0068* NAD 83(1986)-  35 13 27.     (N)    112 28 59.     (W)     SCALED    
 FR0068* NAVD 88     -      1567.323  (meters)    5142.13   (feet)  POSTED    
 FR0068  ___________________________________________________________________
 FR0068  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 FR0068  DYNAMIC HT  -        1565.260 (meters)    5135.36  (feet)  COMP
 FR0068  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 FR0068
 FR0068  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0068
 FR0068.The horizontal coordinates were scaled from a topographic map and have
 FR0068.an estimated accuracy of +/- 6 seconds.
 FR0068
 FR0068.The orthometric height was determined by differential leveling
 FR0068.and adjusted by the  in 1992.
 FR0068.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0068.rate of 2.1 thru 3.0 mm/km.
 FR0068
 FR0068.The geoid height was determined by GEOID03.
 FR0068
 FR0068.The dynamic height is computed by dividing the NAVD 88
 FR0068.geopotential number by the normal gravity value computed on the
 FR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0068.degrees latitude (g = 980.6199 gals.).
 FR0068
 FR0068.The modeled gravity was interpolated from observed gravity values.
 FR0068
 FR0068;                    North         East    Units  Estimated Accuracy
 FR0068;SPC AZ C     -   468,590.      161,800.      MT  (+/- 180 meters Scaled)
 FR0068
 FR0068                          SUPERSEDED SURVEY CONTROL
 FR0068
 FR0068  NGVD 29 (??/??/92) 1566.465  (m)         5139.31   (f) ADJ UNCH    1 2
 FR0068
 FR0068.Superseded values are not recommended for survey control.
 FR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0068.See file dsdata.txt to determine how the superseded data were derived.
 FR0068
 FR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD650989(NAD 83)
 FR0068_MARKER: P = PIPE CAP
 FR0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0068_STAMPING: 5139.311
 FR0068_MARK LOGO: USGS  
 FR0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0068
 FR0068  HISTORY     - Date     Condition        Report By
 FR0068  HISTORY     - UNK      MONUMENTED       USGS
 FR0068  HISTORY     - 1962     GOOD             NGS
 FR0068  HISTORY     - 1982     GOOD             NGS
 FR0068
 FR0068                          STATION DESCRIPTION
 FR0068
 FR0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0068'IN ASH FORK.
 FR0068'AT ASH FORK, ABOUT 0.3 MILE EAST OF THE ATCHISON, TOPEKA, AND SANTA FE
 FR0068'RAILWAY STATION, AT THE CORNER OF THIRD AVENUE AND THE WEST BOUND LANE
 FR0068'OF U.S. HIGHWAY 66, 20 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE
 FR0068'OF U.S. HIGHWAY 66, 30 FEET EAST OF THE CENTER OF THIRD AVENUE, 15
 FR0068'FEET WEST OF THE NORTHWEST CORNER OF A WHITE PAINTED HOUSE WITH RED
 FR0068'TRIM, 10 FEET NORTHEAST OF POLE NO. 12, A U.S.G.S. CAP RIVETED TO THE
 FR0068'TOP OF A 3 1/2 INCH IRON PIPE ABOUT FLUSH WITH THE SIDEWALK, AND ABOUT
 FR0068'1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 66.
 FR0068
 FR0068                          STATION RECOVERY (1982)
 FR0068
 FR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0068'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0183 ***********************************************************************
 FR0183  DESIGNATION -  5144.33
 FR0183  PID         -  FR0183
 FR0183  STATE/COUNTY-  AZ/YAVAPAI
 FR0183  USGS QUAD   -  RED MESA (1981)
 FR0183
 FR0183                         *CURRENT SURVEY CONTROL
 FR0183  ___________________________________________________________________
 FR0183* NAD 83(1986)-  35 22 57.     (N)    112 59 17.     (W)     SCALED    
 FR0183* NAVD 88     -      1568.869  (meters)    5147.20   (feet)  ADJUSTED  
 FR0183  ___________________________________________________________________
 FR0183  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0183  DYNAMIC HT  -        1566.815 (meters)    5140.46  (feet)  COMP
 FR0183  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 FR0183
 FR0183  VERT ORDER  -  FIRST     CLASS II
 FR0183
 FR0183.The horizontal coordinates were scaled from a topographic map and have
 FR0183.an estimated accuracy of +/- 6 seconds.
 FR0183
 FR0183.The orthometric height was determined by differential leveling
 FR0183.and adjusted in June 1991.
 FR0183.WARNING-Repeat measurements at this control monument indicate possible
 FR0183.vertical movement.
 FR0183
 FR0183.The geoid height was determined by GEOID03.
 FR0183
 FR0183.The dynamic height is computed by dividing the NAVD 88
 FR0183.geopotential number by the normal gravity value computed on the
 FR0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0183.degrees latitude (g = 980.6199 gals.).
 FR0183
 FR0183.The modeled gravity was interpolated from observed gravity values.
 FR0183
 FR0183;                    North         East    Units  Estimated Accuracy
 FR0183;SPC AZ C     -   486,530.      116,020.      MT  (+/- 180 meters Scaled)
 FR0183
 FR0183                          SUPERSEDED SURVEY CONTROL
 FR0183
 FR0183  NGVD 29 (??/??/92) 1567.970  (m)         5144.25   (f) ADJ UNCH    1 2
 FR0183
 FR0183.Superseded values are not recommended for survey control.
 FR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0183.See file dsdata.txt to determine how the superseded data were derived.
 FR0183
 FR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE194172(NAD 83)
 FR0183_MARKER: DD = SURVEY DISK
 FR0183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0183_STAMPING: 5144.33 ELEV.-67
 FR0183_MARK LOGO: AZHD  
 FR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0183+STABILITY: SURFACE MOTION
 FR0183
 FR0183  HISTORY     - Date     Condition        Report By
 FR0183  HISTORY     - 1967     MONUMENTED       AZHD
 FR0183  HISTORY     - 1968     GOOD             NGS
 FR0183  HISTORY     - 1982     GOOD             NGS
 FR0183
 FR0183                          STATION DESCRIPTION
 FR0183
 FR0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0183'8.15 MI W FROM SELIGMAN.
 FR0183'8.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0183'THE STATION AT SELIGMAN, ABOUT 2 1/2 POLES SOUTHEAST OF MILEPOST 437,
 FR0183'DIRECTLY OPPOSITE A WOODEN RAILROAD BRIDGE, IN THE TOP OF THE CENTER
 FR0183'OF THE SOUTHWEST CONCRETE HEADWALL OF U.S. HIGHWAY 66 HIGHWAY
 FR0183'QUADRUPLET CONCRETE BOX CULVERTS, 25 1/2 FEET SOUTHWEST OF THE CENTER
 FR0183'LINE OF THE HIGHWAY, ABOUT 356 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 FR0183'THE RAILROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FR0183
 FR0183                          STATION RECOVERY (1982)
 FR0183
 FR0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0183'13.2 KM (8.2 MI) NORHTWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0183'RAILROAD FROM THE STATION IN SELIGMAN, IN THE TOP AND CENTER OF THE
 FR0183'SOUTHWEST HEADWALL OF A 4-CHANNEL BOX HIGHWAY CULVERT WITH STEEL GUARD
 FR0183'RAILS, 7.3 METERS (24 FT) NORTHWEST OF THE SOUTHEAST END, 91.4 METERS
 FR0183'(300 FT) NORTHEAST OF THE NORTHEAST RAIL, 10 METERS (33 FT) SOUTHWEST
 FR0183'OF THE CENTERLINE OF US HIGHWAY 66.
 FR0183'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0332 ***********************************************************************
 GP0332  DESIGNATION -  5145.60
 GP0332  PID         -  GP0332
 GP0332  STATE/COUNTY-  AZ/COCONINO
 GP0332  USGS QUAD   -  EMMETT HILL (1985)
 GP0332
 GP0332                         *CURRENT SURVEY CONTROL
 GP0332  ___________________________________________________________________
 GP0332* NAD 83(1986)-  36 43 02.     (N)    111 59 58.     (W)     SCALED    
 GP0332* NAVD 88     -      1565.890  (meters)    5137.42   (feet)  POSTED    
 GP0332  ___________________________________________________________________
 GP0332  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 GP0332  DYNAMIC HT  -        1564.010 (meters)    5131.26  (feet)  COMP
 GP0332  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 GP0332
 GP0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0332
 GP0332.The horizontal coordinates were scaled from a topographic map and have
 GP0332.an estimated accuracy of +/- 6 seconds.
 GP0332
 GP0332.The orthometric height was determined by differential leveling
 GP0332.and adjusted by the  in 1992.
 GP0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0332.rate of 0.0 thru 1.0 mm/km.
 GP0332
 GP0332.The geoid height was determined by GEOID03.
 GP0332
 GP0332.The dynamic height is computed by dividing the NAVD 88
 GP0332.geopotential number by the normal gravity value computed on the
 GP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0332.degrees latitude (g = 980.6199 gals.).
 GP0332
 GP0332.The modeled gravity was interpolated from observed gravity values.
 GP0332
 GP0332;                    North         East    Units  Estimated Accuracy
 GP0332;SPC AZ C     -   634,100.      205,970.      MT  (+/- 180 meters Scaled)
 GP0332
 GP0332                          SUPERSEDED SURVEY CONTROL
 GP0332
 GP0332  NGVD 29 (??/??/92) 1564.894  (m)         5134.16   (f) ADJ UNCH    1 2
 GP0332
 GP0332.Superseded values are not recommended for survey control.
 GP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0332.See file dsdata.txt to determine how the superseded data were derived.
 GP0332
 GP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF107639(NAD 83)
 GP0332_MARKER: DD = SURVEY DISK
 GP0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0332_SP_SET: BRIDGE CURBING
 GP0332_STAMPING: 5145.60 1322+54.0 1934
 GP0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0332
 GP0332  HISTORY     - Date     Condition        Report By
 GP0332  HISTORY     - 1934     MONUMENTED       AZHD
 GP0332  HISTORY     - 1934     GOOD             NGS
 GP0332
 GP0332                          STATION DESCRIPTION
 GP0332
 GP0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0332'2.5 MI E FROM HOUSE ROCK SPRINGS.
 GP0332'2.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0332'COUNTY, AT A STEEL AND CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP
 GP0332'OF THE NORTH CONCRETE CURBING.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 GP0332'STANDARD DISK, STAMPED 5145.60 1322+54.0 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0087 ***********************************************************************
 ET0087  DESIGNATION -  5153
 ET0087  PID         -  ET0087
 ET0087  STATE/COUNTY-  AZ/YAVAPAI
 ET0087  USGS QUAD   -  CLARKDALE (1973)
 ET0087
 ET0087                         *CURRENT SURVEY CONTROL
 ET0087  ___________________________________________________________________
 ET0087* NAD 83(1986)-  34 45 03.     (N)    112 06 56.     (W)     SCALED    
 ET0087* NAVD 88     -      1572.854  (meters)    5160.27   (feet)  POSTED    
 ET0087  ___________________________________________________________________
 ET0087  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ET0087  DYNAMIC HT  -        1570.740 (meters)    5153.34  (feet)  COMP
 ET0087  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 ET0087
 ET0087  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0087
 ET0087.The horizontal coordinates were scaled from a topographic map and have
 ET0087.an estimated accuracy of +/- 6 seconds.
 ET0087
 ET0087.The orthometric height was determined by differential leveling
 ET0087.and adjusted in November 2005.
 ET0087.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0087.rate of 0.0 thru 1.0 mm/km.
 ET0087
 ET0087.The geoid height was determined by GEOID03.
 ET0087
 ET0087.The dynamic height is computed by dividing the NAVD 88
 ET0087.geopotential number by the normal gravity value computed on the
 ET0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0087.degrees latitude (g = 980.6199 gals.).
 ET0087
 ET0087.The modeled gravity was interpolated from observed gravity values.
 ET0087
 ET0087;                    North         East    Units  Estimated Accuracy
 ET0087;SPC AZ C     -   415,950.      195,150.      MT  (+/- 180 meters Scaled)
 ET0087
 ET0087                          SUPERSEDED SURVEY CONTROL
 ET0087
 ET0087  NGVD 29 (??/??/92) 1572.026  (m)         5157.56   (f) ADJ UNCH    1 2
 ET0087
 ET0087.Superseded values are not recommended for survey control.
 ET0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0087.See file dsdata.txt to determine how the superseded data were derived.
 ET0087
 ET0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD978459(NAD 83)
 ET0087_MARKER: DD = SURVEY DISK
 ET0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0087_SP_SET: CUILDING
 ET0087_STAMPING: 5153 PRSCT
 ET0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0087
 ET0087  HISTORY     - Date     Condition        Report By
 ET0087  HISTORY     - UNK      MONUMENTED       USGS
 ET0087  HISTORY     - 1933     GOOD             NGS
 ET0087
 ET0087                          STATION DESCRIPTION
 ET0087
 ET0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0087'IN JEROME.
 ET0087'T.F. MILERS STORE, SOUTHEAST CORNER OF, EAST FACE OF BUILDING, 2 FEET
 ET0087'ABOVE SIDE WALK, IN VERTICAL FACE OF STONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0479 ***********************************************************************
 ET0479  DESIGNATION -  5159
 ET0479  PID         -  ET0479
 ET0479  STATE/COUNTY-  AZ/YAVAPAI
 ET0479  USGS QUAD   -  INDIAN PEAK (1986)
 ET0479
 ET0479                         *CURRENT SURVEY CONTROL
 ET0479  ___________________________________________________________________
 ET0479* NAD 83(1986)-  34 55 37.     (N)    112 50 21.     (W)     SCALED    
 ET0479* NAVD 88     -      1575.402  (meters)    5168.63   (feet)  POSTED    
 ET0479  ___________________________________________________________________
 ET0479  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0479  DYNAMIC HT  -        1573.300 (meters)    5161.74  (feet)  COMP
 ET0479  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 ET0479
 ET0479  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0479
 ET0479.The horizontal coordinates were scaled from a topographic map and have
 ET0479.an estimated accuracy of +/- 6 seconds.
 ET0479
 ET0479.The orthometric height was determined by differential leveling
 ET0479.and adjusted in November 2005.
 ET0479.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0479.was located on a no-check spur therefore a value was not computed.
 ET0479.No vertical observational check was made to the station.
 ET0479
 ET0479.The geoid height was determined by GEOID03.
 ET0479
 ET0479.The dynamic height is computed by dividing the NAVD 88
 ET0479.geopotential number by the normal gravity value computed on the
 ET0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0479.degrees latitude (g = 980.6199 gals.).
 ET0479
 ET0479.The modeled gravity was interpolated from observed gravity values.
 ET0479
 ET0479;                    North         East    Units  Estimated Accuracy
 ET0479;SPC AZ C     -   435,860.      129,080.      MT  (+/- 180 meters Scaled)
 ET0479
 ET0479                          SUPERSEDED SURVEY CONTROL
 ET0479
 ET0479  NGVD 29 (??/??/92) 1574.471  (m)         5165.58   (f) ADJ UNCH    2 0
 ET0479
 ET0479.Superseded values are not recommended for survey control.
 ET0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0479.See file dsdata.txt to determine how the superseded data were derived.
 ET0479
 ET0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD320664(NAD 83)
 ET0479_MARKER: P = PIPE CAP
 ET0479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0479_STAMPING: PRESCT ELEV 5158
 ET0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0479
 ET0479  HISTORY     - Date     Condition        Report By
 ET0479  HISTORY     - UNK      MONUMENTED       USGS
 ET0479  HISTORY     - 1935     GOOD             NGS
 ET0479
 ET0479                          STATION DESCRIPTION
 ET0479
 ET0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0479'0.4 MI NW FROM WALNUT CREEK RANGER STATION.
 ET0479'0.4 MI. N.W. ALONG ROAD TO SELIGMAN. 1.4 MI. W. OF THE JUNCTION OF
 ET0479'ROADS TO SELIGMAN, SIMMONS, AND WALNUT CREEK, 95 FT. S. OF THE CENTER
 ET0479'LINE ROAD, 33 FT. N. OF AN OLD ADOBE FORT, (JUST ONE CORNER OF THE
 ET0479'BLDG. REMAINS), 3 FT. S. OF AN E. AND W. FENCE LINE, BRONZE U.S.G.S.
 ET0479'CAP SET ON AN IRON PIPE 12 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0509 ***********************************************************************
 FS0509  DESIGNATION -  516 50
 FS0509  PID         -  FS0509
 FS0509  STATE/COUNTY-  AZ/MOHAVE
 FS0509  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0509
 FS0509                         *CURRENT SURVEY CONTROL
 FS0509  ___________________________________________________________________
 FS0509* NAD 83(1986)-  35 29 23.     (N)    114 19 35.     (W)     SCALED    
 FS0509* NAVD 88     -       960.641  (meters)    3151.70   (feet)  ADJUSTED  
 FS0509  ___________________________________________________________________
 FS0509  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0509  DYNAMIC HT  -         959.533 (meters)    3148.07  (feet)  COMP
 FS0509  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 FS0509
 FS0509  VERT ORDER  -  FIRST     CLASS I
 FS0509
 FS0509.The horizontal coordinates were scaled from a topographic map and have
 FS0509.an estimated accuracy of +/- 6 seconds.
 FS0509
 FS0509.The orthometric height was determined by differential leveling
 FS0509.and adjusted in June 1991.
 FS0509
 FS0509.The geoid height was determined by GEOID03.
 FS0509
 FS0509.The dynamic height is computed by dividing the NAVD 88
 FS0509.geopotential number by the normal gravity value computed on the
 FS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0509.degrees latitude (g = 980.6199 gals.).
 FS0509
 FS0509.The modeled gravity was interpolated from observed gravity values.
 FS0509
 FS0509;                    North         East    Units  Estimated Accuracy
 FS0509;SPC AZ W     -   498,070.      161,060.      MT  (+/- 180 meters Scaled)
 FS0509
 FS0509                          SUPERSEDED SURVEY CONTROL
 FS0509
 FS0509.No superseded survey control is available for this station.
 FS0509
 FS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV425306(NAD 83)
 FS0509_MARKER: DD = SURVEY DISK
 FS0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0509_SP_SET: CULVERT
 FS0509_STAMPING: 3149-69 516+50 1935
 FS0509_MARK LOGO: AZHD  
 FS0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0509
 FS0509  HISTORY     - Date     Condition        Report By
 FS0509  HISTORY     - 1935     MONUMENTED       AZHD
 FS0509  HISTORY     - 1950     GOOD             NGS
 FS0509  HISTORY     - 1982     GOOD             NGS
 FS0509
 FS0509                          STATION DESCRIPTION
 FS0509
 FS0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0509'7.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0509'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0509'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0509'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0509'SOUTHWEST CONCRETE HEAD WALL, 16 FEET SOUTHWEST OF THE CENTER
 FS0509'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0509
 FS0509                          STATION RECOVERY (1982)
 FS0509
 FS0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0194 ***********************************************************************
 GP0194  DESIGNATION -  5163.70
 GP0194  PID         -  GP0194
 GP0194  STATE/COUNTY-  AZ/COCONINO
 GP0194  USGS QUAD   -  TANNER WELL (1985)
 GP0194
 GP0194                         *CURRENT SURVEY CONTROL
 GP0194  ___________________________________________________________________
 GP0194* NAD 83(1986)-  36 35 56.     (N)    111 39 21.     (W)     SCALED    
 GP0194* NAVD 88     -      1574.933  (meters)    5167.09   (feet)  ADJUSTED  
 GP0194  ___________________________________________________________________
 GP0194  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0194  DYNAMIC HT  -        1573.010 (meters)    5160.78  (feet)  COMP
 GP0194  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 GP0194
 GP0194  VERT ORDER  -  FIRST     CLASS II
 GP0194
 GP0194.The horizontal coordinates were scaled from a topographic map and have
 GP0194.an estimated accuracy of +/- 6 seconds.
 GP0194
 GP0194.The orthometric height was determined by differential leveling
 GP0194.and adjusted in June 1991.
 GP0194
 GP0194.The geoid height was determined by GEOID03.
 GP0194
 GP0194.The dynamic height is computed by dividing the NAVD 88
 GP0194.geopotential number by the normal gravity value computed on the
 GP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0194.degrees latitude (g = 980.6199 gals.).
 GP0194
 GP0194.The modeled gravity was interpolated from observed gravity values.
 GP0194
 GP0194;                    North         East    Units  Estimated Accuracy
 GP0194;SPC AZ C     -   620,990.      236,700.      MT  (+/- 180 meters Scaled)
 GP0194
 GP0194                          SUPERSEDED SURVEY CONTROL
 GP0194
 GP0194  NGVD 29 (??/??/92) 1573.933  (m)         5163.81   (f) ADJ UNCH    1 2
 GP0194
 GP0194.Superseded values are not recommended for survey control.
 GP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0194.See file dsdata.txt to determine how the superseded data were derived.
 GP0194
 GP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF413505(NAD 83)
 GP0194_MARKER: DD = SURVEY DISK
 GP0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0194_SP_SET: CURB
 GP0194_STAMPING: 5163.70 2881+56 1934
 GP0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0194
 GP0194  HISTORY     - Date     Condition        Report By
 GP0194  HISTORY     - 1934     MONUMENTED       AZHD
 GP0194  HISTORY     - 1962     GOOD             NGS
 GP0194  HISTORY     - 1978     GOOD             USGS
 GP0194  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0194
 GP0194                          STATION DESCRIPTION
 GP0194
 GP0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0194'2.8 MI S FROM BITTER SPRINGS.
 GP0194'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0194'STATION AT BITTER SPRINGS, AT THE SOUTH END OF A CONCRETE BRIDGE OVER
 GP0194'TANNERS WASH, 11.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 GP0194'10 INCHES ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 GP0194'SOUTH END OF THE EAST CONCRETE CURB OF THE TANNERS WASH BRIDGE.
 GP0194
 GP0194                          STATION RECOVERY (1978)
 GP0194
 GP0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0194'CHANGE PRIMARY REFERENCE TO-- JCT OF US HWY 89 AND ALT. 89 AT BITTER
 GP0194'SPRINGS. 2.6 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0194'0.3 MILES S. AND ROAD JCT IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0194'IS ADEQUATE.
 GP0194
 GP0194                          STATION RECOVERY (1983)
 GP0194
 GP0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0194'NOT RECOVERED.  NEW BRIDGE AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1208 ***********************************************************************
 DU1208  DESIGNATION -  518+26
 DU1208  PID         -  DU1208
 DU1208  STATE/COUNTY-  AZ/GILA
 DU1208  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1208
 DU1208                         *CURRENT SURVEY CONTROL
 DU1208  ___________________________________________________________________
 DU1208* NAD 83(1986)-  33 47 39.     (N)    110 29 56.     (W)     SCALED    
 DU1208* NAVD 88     -      1194.028  (meters)    3917.41   (feet)  ADJUSTED  
 DU1208  ___________________________________________________________________
 DU1208  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU1208  DYNAMIC HT  -        1192.413 (meters)    3912.11  (feet)  COMP
 DU1208  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 DU1208
 DU1208  VERT ORDER  -  FIRST     CLASS II
 DU1208
 DU1208.The horizontal coordinates were scaled from a topographic map and have
 DU1208.an estimated accuracy of +/- 6 seconds.
 DU1208
 DU1208.The orthometric height was determined by differential leveling
 DU1208.and adjusted in June 1991.
 DU1208
 DU1208.The geoid height was determined by GEOID03.
 DU1208
 DU1208.The dynamic height is computed by dividing the NAVD 88
 DU1208.geopotential number by the normal gravity value computed on the
 DU1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1208.degrees latitude (g = 980.6199 gals.).
 DU1208
 DU1208.The modeled gravity was interpolated from observed gravity values.
 DU1208
 DU1208;                    North         East    Units  Estimated Accuracy
 DU1208;SPC AZ E     -   309,880.      182,600.      MT  (+/- 180 meters Scaled)
 DU1208
 DU1208                          SUPERSEDED SURVEY CONTROL
 DU1208
 DU1208.No superseded survey control is available for this station.
 DU1208
 DU1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC463394(NAD 83)
 DU1208_MARKER: DB = BENCH MARK DISK
 DU1208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1208_SP_SET: HEADWALL CONCRETE CULVERT
 DU1208_STAMPING: 3526.56 518+26
 DU1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1208+STABILITY: SURFACE MOTION
 DU1208
 DU1208  HISTORY     - Date     Condition        Report By
 DU1208  HISTORY     - UNK      MONUMENTED       AZHD
 DU1208  HISTORY     - 1979     GOOD             NGS
 DU1208
 DU1208                          STATION DESCRIPTION
 DU1208
 DU1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1208'36.7 MI NE FROM GLOBE.
 DU1208'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1208'IN SALT RIVER CANYON, 48.6 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE
 DU1208'WEST END OF A GUARD RAIL AND 30.7 FEET SOUTH OF THE CENTERLINE OF
 DU1208'THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES
 DU1208'NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1208'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0086 ***********************************************************************
 FR0086  DESIGNATION -  5191
 FR0086  PID         -  FR0086
 FR0086  STATE/COUNTY-  AZ/YAVAPAI
 FR0086  USGS QUAD   -  ASH FORK (1979)
 FR0086
 FR0086                         *CURRENT SURVEY CONTROL
 FR0086  ___________________________________________________________________
 FR0086* NAD 83(1986)-  35 08 48.     (N)    112 28 16.     (W)     SCALED    
 FR0086* NAVD 88     -      1582.92   (+/-2cm)    5193.3    (feet)  VERTCON   
 FR0086  ___________________________________________________________________
 FR0086  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 FR0086  VERT ORDER  -  ? (See Below)
 FR0086
 FR0086.The horizontal coordinates were scaled from a topographic map and have
 FR0086.an estimated accuracy of +/- 6 seconds.
 FR0086
 FR0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0086.The vertical order pertains to the NGVD 29 superseded value.
 FR0086
 FR0086.The geoid height was determined by GEOID03.
 FR0086
 FR0086;                    North         East    Units  Estimated Accuracy
 FR0086;SPC AZ C     -   459,990.      162,840.      MT  (+/- 180 meters Scaled)
 FR0086
 FR0086                          SUPERSEDED SURVEY CONTROL
 FR0086
 FR0086  NGVD 29 (??/??/92) 1582.059  (m)         5190.47   (f) ADJ UNCH    ?  
 FR0086
 FR0086.Superseded values are not recommended for survey control.
 FR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0086.See file dsdata.txt to determine how the superseded data were derived.
 FR0086
 FR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD659902(NAD 83)
 FR0086_MARKER: P = PIPE CAP
 FR0086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0086
 FR0086  HISTORY     - Date     Condition        Report By
 FR0086  HISTORY     - UNK      MONUMENTED       USGS
 FR0086  HISTORY     - 1932     GOOD             NGS
 FR0086
 FR0086                          STATION DESCRIPTION
 FR0086
 FR0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FR0086'6.5 MI S FROM ASH FORK.
 FR0086'6.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0086'ASH FORK, YAVAPAI COUNTY, 0.5 MILE SOUTH OF MILEPOST 6, AT THE SOUTH
 FR0086'END OF A CUT, AND 40 FEET EAST OF THE TRACK.  A UNITED STATES
 FR0086'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 FR0086'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0382 ***********************************************************************
 FR0382  DESIGNATION -  5195.01
 FR0382  PID         -  FR0382
 FR0382  STATE/COUNTY-  AZ/YAVAPAI
 FR0382  USGS QUAD   -  NELSON (1967)
 FR0382
 FR0382                         *CURRENT SURVEY CONTROL
 FR0382  ___________________________________________________________________
 FR0382* NAD 83(1986)-  35 30 58.     (N)    113 18 28.     (W)     SCALED    
 FR0382* NAVD 88     -      1576.506  (meters)    5172.25   (feet)  POSTED    
 FR0382  ___________________________________________________________________
 FR0382  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FR0382  DYNAMIC HT  -        1574.490 (meters)    5165.64  (feet)  COMP
 FR0382  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 FR0382
 FR0382  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0382
 FR0382.The horizontal coordinates were scaled from a topographic map and have
 FR0382.an estimated accuracy of +/- 6 seconds.
 FR0382
 FR0382.The orthometric height was determined by differential leveling
 FR0382.and adjusted by the  in 1992.
 FR0382.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0382.rate of 2.1 thru 3.0 mm/km.
 FR0382
 FR0382.The geoid height was determined by GEOID03.
 FR0382
 FR0382.The dynamic height is computed by dividing the NAVD 88
 FR0382.geopotential number by the normal gravity value computed on the
 FR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0382.degrees latitude (g = 980.6199 gals.).
 FR0382
 FR0382.The modeled gravity was interpolated from observed gravity values.
 FR0382
 FR0382;                    North         East    Units  Estimated Accuracy
 FR0382;SPC AZ C     -   501,720.       87,180.      MT  (+/- 180 meters Scaled)
 FR0382
 FR0382                          SUPERSEDED SURVEY CONTROL
 FR0382
 FR0382  NGVD 29 (??/??/92) 1575.497  (m)         5168.94   (f) ADJ UNCH    2 0
 FR0382
 FR0382.Superseded values are not recommended for survey control.
 FR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0382.See file dsdata.txt to determine how the superseded data were derived.
 FR0382
 FR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE907327(NAD 83)
 FR0382_MARKER: Z = SEE DESCRIPTION
 FR0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0382_SP_SET: ABUTMENT
 FR0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0382
 FR0382  HISTORY     - Date     Condition        Report By
 FR0382  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0382  HISTORY     - 1934     GOOD             NGS
 FR0382
 FR0382                          STATION DESCRIPTION
 FR0382
 FR0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0382'0.5 MI E FROM NELSON.
 FR0382'0.5 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0382'NELSON, YAVAPAI COUNTY, 2 POLES WEST OF HALF-MILE POLE 458-1/2, AT A
 FR0382'STEEL GIRDER BRIDGE, ON THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 FR0382'AND 15 INCHES FROM THE FACE.  THE TOP OF A SMALL FLAT SURFACE, PAINTED
 FR0382'5195.01.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1563 ***********************************************************************
 DV1563  DESIGNATION -  52 A
 DV1563  PID         -  DV1563
 DV1563  STATE/COUNTY-  AZ/MARICOPA
 DV1563  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1563
 DV1563                         *CURRENT SURVEY CONTROL
 DV1563  ___________________________________________________________________
 DV1563* NAD 83(1986)-  33 31 52.     (N)    113 07 17.     (W)     SCALED    
 DV1563* NAVD 88     -       382.32   (+/-2cm)    1254.3    (feet)  VERTCON   
 DV1563  ___________________________________________________________________
 DV1563  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV1563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1563
 DV1563.The horizontal coordinates were scaled from a topographic map and have
 DV1563.an estimated accuracy of +/- 6 seconds.
 DV1563
 DV1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1563.The vertical order pertains to the NGVD 29 superseded value.
 DV1563
 DV1563.The geoid height was determined by GEOID03.
 DV1563
 DV1563;                    North         East    Units  Estimated Accuracy
 DV1563;SPC AZ C     -   281,300.      101,460.      MT  (+/- 180 meters Scaled)
 DV1563
 DV1563                          SUPERSEDED SURVEY CONTROL
 DV1563
 DV1563  NGVD 29 (??/??/92)  381.713  (m)         1252.34   (f) ADJ UNCH    2 0
 DV1563
 DV1563.Superseded values are not recommended for survey control.
 DV1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1563.See file dsdata.txt to determine how the superseded data were derived.
 DV1563
 DV1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC030121(NAD 83)
 DV1563_MARKER: DD = SURVEY DISK
 DV1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1563_STAMPING: 52 A 1962
 DV1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1563+STABILITY: SURFACE MOTION
 DV1563
 DV1563  HISTORY     - Date     Condition        Report By
 DV1563  HISTORY     - 1962     MONUMENTED       AZHD
 DV1563
 DV1563                          STATION DESCRIPTION
 DV1563
 DV1563'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1563'14.9 MI NW FROM TOROPAH.
 DV1563'0.6 MILES EAST-SOUTHEAST OF A 415 52, AN ARIZONA HIGHWAY DEPARTMENT
 DV1563'DISK STAMPED 52 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1563'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1563'HIGHWAY 10, 2.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1002 ***********************************************************************
 FR1002  DESIGNATION -  52 EMH
 FR1002  PID         -  FR1002
 FR1002  STATE/COUNTY-  AZ/COCONINO
 FR1002  USGS QUAD   -  CROOKTON (1973)
 FR1002
 FR1002                         *CURRENT SURVEY CONTROL
 FR1002  ___________________________________________________________________
 FR1002* NAD 83(1986)-  35 19 20.     (N)    112 39 33.     (W)     SCALED    
 FR1002* NAVD 88     -      1725.150  (meters)    5659.93   (feet)  POSTED    
 FR1002  ___________________________________________________________________
 FR1002  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 FR1002  DYNAMIC HT  -        1722.840 (meters)    5652.35  (feet)  COMP
 FR1002  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 FR1002
 FR1002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1002
 FR1002.The horizontal coordinates were scaled from a topographic map and have
 FR1002.an estimated accuracy of +/- 6 seconds.
 FR1002
 FR1002.The orthometric height was determined by differential leveling
 FR1002.and adjusted by the  in 1992.
 FR1002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1002.rate of 0.0 thru 1.0 mm/km.
 FR1002
 FR1002.The geoid height was determined by GEOID03.
 FR1002
 FR1002.The dynamic height is computed by dividing the NAVD 88
 FR1002.geopotential number by the normal gravity value computed on the
 FR1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1002.degrees latitude (g = 980.6199 gals.).
 FR1002
 FR1002.The modeled gravity was interpolated from observed gravity values.
 FR1002
 FR1002;                    North         East    Units  Estimated Accuracy
 FR1002;SPC AZ C     -   479,570.      145,850.      MT  (+/- 180 meters Scaled)
 FR1002
 FR1002                          SUPERSEDED SURVEY CONTROL
 FR1002
 FR1002  NGVD 29 (??/??/92) 1724.22   (m)         5656.9    (f) COMPUTED    2 2
 FR1002
 FR1002.Superseded values are not recommended for survey control.
 FR1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1002.See file dsdata.txt to determine how the superseded data were derived.
 FR1002
 FR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE491100(NAD 83)
 FR1002_MARKER: DB = BENCH MARK DISK
 FR1002_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR1002_SP_SET: CONCRETE SEMAPHORE FOOTING
 FR1002_STAMPING: 52 EMH 1973 5657
 FR1002_MARK LOGO: USGS  
 FR1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1002+STABILITY: SURFACE MOTION
 FR1002
 FR1002  HISTORY     - Date     Condition        Report By
 FR1002  HISTORY     - 1973     MONUMENTED       USGS
 FR1002
 FR1002                          STATION DESCRIPTION
 FR1002
 FR1002'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1002'24.8 KM (15.40 MI) ENE FROM SELIGMAN.
 FR1002'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1002'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1002'THENCE 3.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1002'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 416, 11 FEET SOUTH OF
 FR1002'THE CENTERLINE OF THE SOUTH TRACK, IN THE TOP OF THE SOUTHWEST
 FR1002'CONCRETE FOOTING OF A RAILROAD SEMAPHORE.
 FR1002'THE MARK IS 2 FT ABOVE SOUTH RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0644 ***********************************************************************
 FP0644  DESIGNATION -  52 HLS
 FP0644  PID         -  FP0644
 FP0644  STATE/COUNTY-  AZ/APACHE
 FP0644  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0644
 FP0644                         *CURRENT SURVEY CONTROL
 FP0644  ___________________________________________________________________
 FP0644* NAD 83(1986)-  35 28 55.     (N)    109 31 44.     (W)     SCALED    
 FP0644* NAVD 88     -      1988.198  (meters)    6522.95   (feet)  ADJUSTED  
 FP0644  ___________________________________________________________________
 FP0644  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 FP0644  DYNAMIC HT  -        1985.442 (meters)    6513.90  (feet)  COMP
 FP0644  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 FP0644
 FP0644  VERT ORDER  -  SECOND    CLASS II
 FP0644
 FP0644.The horizontal coordinates were scaled from a topographic map and have
 FP0644.an estimated accuracy of +/- 6 seconds.
 FP0644
 FP0644.The orthometric height was determined by differential leveling
 FP0644.and adjusted in June 1991.
 FP0644
 FP0644.The geoid height was determined by GEOID03.
 FP0644
 FP0644.The dynamic height is computed by dividing the NAVD 88
 FP0644.geopotential number by the normal gravity value computed on the
 FP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0644.degrees latitude (g = 980.6199 gals.).
 FP0644
 FP0644.The modeled gravity was interpolated from observed gravity values.
 FP0644
 FP0644;                    North         East    Units  Estimated Accuracy
 FP0644;SPC AZ E     -   497,230.      271,230.      MT  (+/- 180 meters Scaled)
 FP0644
 FP0644                          SUPERSEDED SURVEY CONTROL
 FP0644
 FP0644.No superseded survey control is available for this station.
 FP0644
 FP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE334274(NAD 83)
 FP0644_MARKER: DB = BENCH MARK DISK
 FP0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0644_SP_SET: COPPER-CLAD STEEL ROD
 FP0644_STAMPING: 52 HLS 1970 6520
 FP0644_MARK LOGO: USGS  
 FP0644_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0644+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0644
 FP0644  HISTORY     - Date     Condition        Report By
 FP0644  HISTORY     - 1970     MONUMENTED       USGS
 FP0644
 FP0644                          STATION DESCRIPTION
 FP0644
 FP0644'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0644'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0644'OFFICE AT GANADO, ARIZONA), PROCEED 1.4 MILES SOUTH ALONG STATE
 FP0644'HIGHWAY 63, 78 FEET EAST OF THE HIGHWAY, 24 FEET WEST OF A FENCE, 2
 FP0644'FEET WEST OF A WITNESS POST.  99 FEET EAST OF THE HIGHWAY, 19 FEET
 FP0644'NORTH OF THE ROAD SOUTHEAST, IN
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0719 ***********************************************************************
 DA0719  DESIGNATION -  520
 DA0719  PID         -  DA0719
 DA0719  STATE/COUNTY-  AZ/YUMA
 DA0719  USGS QUAD   -  AZTEC SE (1982)
 DA0719
 DA0719                         *CURRENT SURVEY CONTROL
 DA0719  ___________________________________________________________________
 DA0719* NAD 83(1986)-  32 50 04.     (N)    113 21 35.     (W)     SCALED    
 DA0719* NAVD 88     -       159.07   (+/-2cm)     521.9    (feet)  VERTCON   
 DA0719  ___________________________________________________________________
 DA0719  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0719  VERT ORDER  -  ? (See Below)
 DA0719
 DA0719.The horizontal coordinates were scaled from a topographic map and have
 DA0719.an estimated accuracy of +/- 6 seconds.
 DA0719
 DA0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0719.The vertical order pertains to the NGVD 29 superseded value.
 DA0719
 DA0719.The geoid height was determined by GEOID03.
 DA0719
 DA0719;                    North         East    Units  Estimated Accuracy
 DA0719;SPC AZ W     -   203,470.      249,900.      MT  (+/- 180 meters Scaled)
 DA0719
 DA0719                          SUPERSEDED SURVEY CONTROL
 DA0719
 DA0719  NGVD 29 (??/??/92)  158.512  (m)          520.05   (f) ADJ UNCH    ?  
 DA0719
 DA0719.Superseded values are not recommended for survey control.
 DA0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0719.See file dsdata.txt to determine how the superseded data were derived.
 DA0719
 DA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB791354(NAD 83)
 DA0719_MARKER: P = PIPE CAP
 DA0719_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0719_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0719
 DA0719  HISTORY     - Date     Condition        Report By
 DA0719  HISTORY     - UNK      MONUMENTED       USGS
 DA0719  HISTORY     - 1960     GOOD             NGS
 DA0719
 DA0719                          STATION DESCRIPTION
 DA0719
 DA0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0719'5.15 MI E FROM AZTEC.
 DA0719'5.15 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT AZTEC,
 DA0719'1.3 MILES WEST FROM THE YUMA-MARICOPA COUNTY LINE, 0.15 MILE EAST FROM
 DA0719'HIGHWAY MILEPOST 81, ONE POLE WEST FROM A NEW RAILROAD SEMIPHORE, 50
 DA0719'FEET NORTH FROM THE TRACKS.  A STANDARD BRASS CAP ON SECTION OF 3 1/2
 DA0719'INCH IRON PIPE, AND PROJECTS 8-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0799 ***********************************************************************
 FQ0799  DESIGNATION -  5219.88
 FQ0799  PID         -  FQ0799
 FQ0799  STATE/COUNTY-  AZ/NAVAJO
 FQ0799  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0799
 FQ0799                         *CURRENT SURVEY CONTROL
 FQ0799  ___________________________________________________________________
 FQ0799* NAD 83(1986)-  35 03 02.     (N)    110 05 42.     (W)     SCALED    
 FQ0799* NAVD 88     -      1592.089  (meters)    5223.38   (feet)  ADJUSTED  
 FQ0799  ___________________________________________________________________
 FQ0799  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0799  DYNAMIC HT  -        1589.917 (meters)    5216.25  (feet)  COMP
 FQ0799  MODELED GRAV-     979,214.6   (mgal)                       NAVD 88
 FQ0799
 FQ0799  VERT ORDER  -  THIRD
 FQ0799
 FQ0799.The horizontal coordinates were scaled from a topographic map and have
 FQ0799.an estimated accuracy of +/- 6 seconds.
 FQ0799
 FQ0799.The orthometric height was determined by differential leveling
 FQ0799.and adjusted in June 1991.
 FQ0799
 FQ0799.The geoid height was determined by GEOID03.
 FQ0799
 FQ0799.The dynamic height is computed by dividing the NAVD 88
 FQ0799.geopotential number by the normal gravity value computed on the
 FQ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0799.degrees latitude (g = 980.6199 gals.).
 FQ0799
 FQ0799.The modeled gravity was interpolated from observed gravity values.
 FQ0799
 FQ0799;                    North         East    Units  Estimated Accuracy
 FQ0799;SPC AZ E     -   449,190.      219,900.      MT  (+/- 180 meters Scaled)
 FQ0799
 FQ0799                          SUPERSEDED SURVEY CONTROL
 FQ0799
 FQ0799  NGVD 29 (??/??/92) 1591.26   (m)         5220.7    (f) COMPUTED    3 0
 FQ0799
 FQ0799.Superseded values are not recommended for survey control.
 FQ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0799.See file dsdata.txt to determine how the superseded data were derived.
 FQ0799
 FQ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD825790(NAD 83)
 FQ0799_MARKER: DB = BENCH MARK DISK
 FQ0799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0799_SP_SET: CONCRETE HEADWALL
 FQ0799_STAMPING: 5219.88
 FQ0799_MARK LOGO: AZHD  
 FQ0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0799+STABILITY: SURFACE MOTION
 FQ0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0799+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0799
 FQ0799  HISTORY     - Date     Condition        Report By
 FQ0799  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0799  HISTORY     - 19700316 GOOD             USGS
 FQ0799
 FQ0799                          STATION DESCRIPTION
 FQ0799
 FQ0799'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0799'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0799'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 5.5 MILES NORTH ALONG STATE
 FQ0799'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0799'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0507 ***********************************************************************
 FS0507  DESIGNATION -  523+40
 FS0507  PID         -  FS0507
 FS0507  STATE/COUNTY-  AZ/MOHAVE
 FS0507  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0507
 FS0507                         *CURRENT SURVEY CONTROL
 FS0507  ___________________________________________________________________
 FS0507* NAD 83(1986)-  35 29 31.     (N)    114 19 35.     (W)     SCALED    
 FS0507* NAVD 88     -       958.170  (meters)    3143.60   (feet)  POSTED    
 FS0507  ___________________________________________________________________
 FS0507  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0507  DYNAMIC HT  -         957.060 (meters)    3139.95  (feet)  COMP
 FS0507  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FS0507
 FS0507  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0507
 FS0507.The horizontal coordinates were scaled from a topographic map and have
 FS0507.an estimated accuracy of +/- 6 seconds.
 FS0507
 FS0507.The orthometric height was determined by differential leveling
 FS0507.and adjusted by the  in 1992.
 FS0507.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0507.rate of 2.1 thru 3.0 mm/km.
 FS0507
 FS0507.The geoid height was determined by GEOID03.
 FS0507
 FS0507.The dynamic height is computed by dividing the NAVD 88
 FS0507.geopotential number by the normal gravity value computed on the
 FS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0507.degrees latitude (g = 980.6199 gals.).
 FS0507
 FS0507.The modeled gravity was interpolated from observed gravity values.
 FS0507
 FS0507;                    North         East    Units  Estimated Accuracy
 FS0507;SPC AZ W     -   498,320.      161,060.      MT  (+/- 180 meters Scaled)
 FS0507
 FS0507                          SUPERSEDED SURVEY CONTROL
 FS0507
 FS0507  NGVD 29 (??/??/92)  957.373  (m)         3140.98   (f) ADJ UNCH    1 1
 FS0507
 FS0507.Superseded values are not recommended for survey control.
 FS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0507.See file dsdata.txt to determine how the superseded data were derived.
 FS0507
 FS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV425308(NAD 83)
 FS0507_MARKER: DD = SURVEY DISK
 FS0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0507_SP_SET: CULVERT
 FS0507_STAMPING: 523+40 3141-60 1935
 FS0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0507
 FS0507  HISTORY     - Date     Condition        Report By
 FS0507  HISTORY     - 1935     MONUMENTED       AZHD
 FS0507  HISTORY     - 1949     GOOD             NGS
 FS0507  HISTORY     - 1955     GOOD             NGS
 FS0507
 FS0507                          STATION DESCRIPTION
 FS0507
 FS0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0507'7.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0507'7.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0507'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST OF
 FS0507'THE Y JUNCTION OF A DIRT ROAD LEADING WEST, AT A DOUBLE 36-INCH
 FS0507'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0507'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 FEET SOUTHWEST
 FS0507'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 FS0507'THAN THE HIGHWAY.
 FS0507
 FS0507                          STATION RECOVERY (1955)
 FS0507
 FS0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1760 ***********************************************************************
 DU1760  DESIGNATION -  523+99.32
 DU1760  PID         -  DU1760
 DU1760  STATE/COUNTY-  AZ/MARICOPA
 DU1760  USGS QUAD   -  CURRYS CORNER (1982)
 DU1760
 DU1760                         *CURRENT SURVEY CONTROL
 DU1760  ___________________________________________________________________
 DU1760* NAD 83(1986)-  33 38 02.     (N)    111 54 26.     (W)     SCALED    
 DU1760* NAVD 88     -       461.604  (meters)    1514.45   (feet)  ADJUSTED  
 DU1760  ___________________________________________________________________
 DU1760  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU1760  DYNAMIC HT  -         461.057 (meters)    1512.65  (feet)  COMP
 DU1760  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 DU1760
 DU1760  VERT ORDER  -  SECOND    CLASS I
 DU1760
 DU1760.The horizontal coordinates were scaled from a topographic map and have
 DU1760.an estimated accuracy of +/- 6 seconds.
 DU1760
 DU1760.The orthometric height was determined by differential leveling
 DU1760.and adjusted in November 1993.
 DU1760
 DU1760.The geoid height was determined by GEOID03.
 DU1760
 DU1760.The dynamic height is computed by dividing the NAVD 88
 DU1760.geopotential number by the normal gravity value computed on the
 DU1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1760.degrees latitude (g = 980.6199 gals.).
 DU1760
 DU1760.The modeled gravity was interpolated from observed gravity values.
 DU1760
 DU1760;                    North         East    Units  Estimated Accuracy
 DU1760;SPC AZ C     -   292,050.      214,240.      MT  (+/- 180 meters Scaled)
 DU1760
 DU1760                          SUPERSEDED SURVEY CONTROL
 DU1760
 DU1760.No superseded survey control is available for this station.
 DU1760
 DU1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC158219(NAD 83)
 DU1760_MARKER: DD = SURVEY DISK
 DU1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1760_SP_SET: CONCRETE POST
 DU1760_STAMPING: 523+99.32
 DU1760_MARK LOGO: BOR   
 DU1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1760+STABILITY: SURFACE MOTION
 DU1760
 DU1760  HISTORY     - Date     Condition        Report By
 DU1760  HISTORY     - UNK      MONUMENTED       BOR
 DU1760  HISTORY     - 1984     GOOD             AZDT
 DU1760  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1760
 DU1760                          STATION DESCRIPTION
 DU1760
 DU1760'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1760'IN PHOENIX.
 DU1760'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1760'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1760'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1760'FENCE OF THE CANAL FOR 12.81 KM (7.96 MI) TO THE MARK, 17.68 METERS
 DU1760'(58.0 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF BELL ROAD,
 DU1760'28.86 METERS (94.7 FT) EAST OF A POWER POLE, 64.01 METERS (210.0 FT)
 DU1760'SOUTH OF THE CANAL CENTERLINE, AND A BRASS CAP IN A CONCRETE POST.
 DU1760
 DU1760                          STATION RECOVERY (2004)
 DU1760
 DU1760'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0797 ***********************************************************************
 FQ0797  DESIGNATION -  5234.30
 FQ0797  PID         -  FQ0797
 FQ0797  STATE/COUNTY-  AZ/NAVAJO
 FQ0797  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0797
 FQ0797                         *CURRENT SURVEY CONTROL
 FQ0797  ___________________________________________________________________
 FQ0797* NAD 83(1986)-  35 04 42.     (N)    110 05 56.     (W)     SCALED    
 FQ0797* NAVD 88     -      1596.460  (meters)    5237.72   (feet)  ADJUSTED  
 FQ0797  ___________________________________________________________________
 FQ0797  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0797  DYNAMIC HT  -        1594.296 (meters)    5230.62  (feet)  COMP
 FQ0797  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 FQ0797
 FQ0797  VERT ORDER  -  THIRD
 FQ0797
 FQ0797.The horizontal coordinates were scaled from a topographic map and have
 FQ0797.an estimated accuracy of +/- 6 seconds.
 FQ0797
 FQ0797.The orthometric height was determined by differential leveling
 FQ0797.and adjusted in June 1991.
 FQ0797
 FQ0797.The geoid height was determined by GEOID03.
 FQ0797
 FQ0797.The dynamic height is computed by dividing the NAVD 88
 FQ0797.geopotential number by the normal gravity value computed on the
 FQ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0797.degrees latitude (g = 980.6199 gals.).
 FQ0797
 FQ0797.The modeled gravity was interpolated from observed gravity values.
 FQ0797
 FQ0797;                    North         East    Units  Estimated Accuracy
 FQ0797;SPC AZ E     -   452,270.      219,540.      MT  (+/- 180 meters Scaled)
 FQ0797
 FQ0797                          SUPERSEDED SURVEY CONTROL
 FQ0797
 FQ0797  NGVD 29 (??/??/92) 1595.64   (m)         5235.0    (f) COMPUTED    3 0
 FQ0797
 FQ0797.Superseded values are not recommended for survey control.
 FQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0797.See file dsdata.txt to determine how the superseded data were derived.
 FQ0797
 FQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD821821(NAD 83)
 FQ0797_MARKER: DB = BENCH MARK DISK
 FQ0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0797_SP_SET: CONCRETE HEADWALL
 FQ0797_STAMPING: 5234.30
 FQ0797_MARK LOGO: AZHD  
 FQ0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0797+STABILITY: SURFACE MOTION
 FQ0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0797+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0797
 FQ0797  HISTORY     - Date     Condition        Report By
 FQ0797  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0797  HISTORY     - 19700316 GOOD             USGS
 FQ0797
 FQ0797                          STATION DESCRIPTION
 FQ0797
 FQ0797'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0797'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0797'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 7.5 MILES NORTH ALONG STATE
 FQ0797'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0797'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0326 ***********************************************************************
 DU0326  DESIGNATION -  524+11
 DU0326  PID         -  DU0326
 DU0326  STATE/COUNTY-  AZ/GILA
 DU0326  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0326
 DU0326                         *CURRENT SURVEY CONTROL
 DU0326  ___________________________________________________________________
 DU0326* NAD 83(1986)-  33 47 47.     (N)    110 29 52.     (W)     SCALED    
 DU0326* NAVD 88     -      1092.332  (meters)    3583.76   (feet)  ADJUSTED  
 DU0326  ___________________________________________________________________
 DU0326  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DU0326  DYNAMIC HT  -        1090.850 (meters)    3578.90  (feet)  COMP
 DU0326  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 DU0326
 DU0326  VERT ORDER  -  FIRST     CLASS II
 DU0326
 DU0326.The horizontal coordinates were scaled from a topographic map and have
 DU0326.an estimated accuracy of +/- 6 seconds.
 DU0326
 DU0326.The orthometric height was determined by differential leveling
 DU0326.and adjusted in June 1991.
 DU0326
 DU0326.The geoid height was determined by GEOID03.
 DU0326
 DU0326.The dynamic height is computed by dividing the NAVD 88
 DU0326.geopotential number by the normal gravity value computed on the
 DU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0326.degrees latitude (g = 980.6199 gals.).
 DU0326
 DU0326.The modeled gravity was interpolated from observed gravity values.
 DU0326
 DU0326;                    North         East    Units  Estimated Accuracy
 DU0326;SPC AZ E     -   310,120.      182,700.      MT  (+/- 180 meters Scaled)
 DU0326
 DU0326                          SUPERSEDED SURVEY CONTROL
 DU0326
 DU0326  NGVD 29 (??/??/92) 1091.678  (m)         3581.61   (f) ADJ UNCH    1 2
 DU0326
 DU0326.Superseded values are not recommended for survey control.
 DU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0326.See file dsdata.txt to determine how the superseded data were derived.
 DU0326
 DU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC464396(NAD 83)
 DU0326_MARKER: DD = SURVEY DISK
 DU0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0326_SP_SET: CULVERT
 DU0326_STAMPING: 524+11 3192.89 60
 DU0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0326
 DU0326  HISTORY     - Date     Condition        Report By
 DU0326  HISTORY     - UNK      MONUMENTED       AZHD
 DU0326  HISTORY     - 1960     GOOD             NGS
 DU0326  HISTORY     - 1979     GOOD             NGS
 DU0326  HISTORY     - 19860521 MARK NOT FOUND   USGS
 DU0326
 DU0326                          STATION DESCRIPTION
 DU0326
 DU0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0326'5.35 MI N FROM SENECA.
 DU0326'ABOUT 5.35 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0326'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 0.5
 DU0326'MILE SOUTHEAST OF THE SOUTHEAST END OF THE SALT RIVER CANYON BRIDGE,
 DU0326'200 FEET WEST OF A SHARP SWITCHBACK IN THE HIGHWAY, IN THE CENTER OF
 DU0326'THE TOP OF THE SOUTH HEADWALL OF A 36-INCH CULVERT, 28 FEET SOUTH OF
 DU0326'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0326
 DU0326                          STATION RECOVERY (1979)
 DU0326
 DU0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0326'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE IN
 DU0326'SALT RIVER CANYON, 0.4 MILE NORTHEAST OF MILE POST 292, SET IN THE
 DU0326'TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 200 FEET WEST OF
 DU0326'A SHARP SWITCHBACK IN THE HIGHWAY AND 28 FEET SOUTH OF THE CENTERLINE
 DU0326'OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES
 DU0326'NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0326'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0326
 DU0326                          STATION RECOVERY (1986)
 DU0326
 DU0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PI)
 DU0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0796 ***********************************************************************
 FQ0796  DESIGNATION -  5247.74
 FQ0796  PID         -  FQ0796
 FQ0796  STATE/COUNTY-  AZ/NAVAJO
 FQ0796  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0796
 FQ0796                         *CURRENT SURVEY CONTROL
 FQ0796  ___________________________________________________________________
 FQ0796* NAD 83(1986)-  35 05 15.     (N)    110 05 51.     (W)     SCALED    
 FQ0796* NAVD 88     -      1600.550  (meters)    5251.14   (feet)  ADJUSTED  
 FQ0796  ___________________________________________________________________
 FQ0796  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0796  DYNAMIC HT  -        1598.382 (meters)    5244.02  (feet)  COMP
 FQ0796  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 FQ0796
 FQ0796  VERT ORDER  -  THIRD
 FQ0796
 FQ0796.The horizontal coordinates were scaled from a topographic map and have
 FQ0796.an estimated accuracy of +/- 6 seconds.
 FQ0796
 FQ0796.The orthometric height was determined by differential leveling
 FQ0796.and adjusted in June 1991.
 FQ0796
 FQ0796.The geoid height was determined by GEOID03.
 FQ0796
 FQ0796.The dynamic height is computed by dividing the NAVD 88
 FQ0796.geopotential number by the normal gravity value computed on the
 FQ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0796.degrees latitude (g = 980.6199 gals.).
 FQ0796
 FQ0796.The modeled gravity was interpolated from observed gravity values.
 FQ0796
 FQ0796;                    North         East    Units  Estimated Accuracy
 FQ0796;SPC AZ E     -   453,280.      219,670.      MT  (+/- 180 meters Scaled)
 FQ0796
 FQ0796                          SUPERSEDED SURVEY CONTROL
 FQ0796
 FQ0796  NGVD 29 (??/??/92) 1599.73   (m)         5248.4    (f) COMPUTED    3 0
 FQ0796
 FQ0796.Superseded values are not recommended for survey control.
 FQ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0796.See file dsdata.txt to determine how the superseded data were derived.
 FQ0796
 FQ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822831(NAD 83)
 FQ0796_MARKER: DB = BENCH MARK DISK
 FQ0796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0796_SP_SET: CONCRETE HEADWALL
 FQ0796_STAMPING: 5247.74
 FQ0796_MARK LOGO: AZHD  
 FQ0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0796+STABILITY: SURFACE MOTION
 FQ0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0796+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0796
 FQ0796  HISTORY     - Date     Condition        Report By
 FQ0796  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0796  HISTORY     - 19700316 GOOD             USGS
 FQ0796
 FQ0796                          STATION DESCRIPTION
 FQ0796
 FQ0796'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0796'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0796'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 8.2 MILES NORTH ALONG STATE
 FQ0796'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0796'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0061 ***********************************************************************
 ET0061  DESIGNATION -  5255.60
 ET0061  PID         -  ET0061
 ET0061  STATE/COUNTY-  AZ/YAVAPAI
 ET0061  USGS QUAD   -  PRESCOTT (1973)
 ET0061
 ET0061                         *CURRENT SURVEY CONTROL
 ET0061  ___________________________________________________________________
 ET0061* NAD 83(1986)-  34 33 41.     (N)    112 26 30.     (W)     SCALED    
 ET0061* NAVD 88     -      1605.43   (+/-2cm)    5267.1    (feet)  VERTCON   
 ET0061  ___________________________________________________________________
 ET0061  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0061  VERT ORDER  -  ? (See Below)
 ET0061
 ET0061.The horizontal coordinates were scaled from a topographic map and have
 ET0061.an estimated accuracy of +/- 6 seconds.
 ET0061
 ET0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0061.The vertical order pertains to the NGVD 29 superseded value.
 ET0061
 ET0061.The geoid height was determined by GEOID03.
 ET0061
 ET0061;                    North         East    Units  Estimated Accuracy
 ET0061;SPC AZ C     -   395,050.      165,180.      MT  (+/- 180 meters Scaled)
 ET0061
 ET0061                          SUPERSEDED SURVEY CONTROL
 ET0061
 ET0061  NGVD 29 (??/??/92) 1604.518  (m)         5264.16   (f) ADJ UNCH    ?  
 ET0061
 ET0061.Superseded values are not recommended for survey control.
 ET0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0061.See file dsdata.txt to determine how the superseded data were derived.
 ET0061
 ET0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD677253(NAD 83)
 ET0061_MARKER: DD = SURVEY DISK
 ET0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0061_SP_SET: CULVERT
 ET0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0061
 ET0061  HISTORY     - Date     Condition        Report By
 ET0061  HISTORY     - UNK      MONUMENTED       AZDT
 ET0061  HISTORY     - 1933     GOOD             NGS
 ET0061
 ET0061                          STATION DESCRIPTION
 ET0061
 ET0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0061'1.7 MI NE FROM PRESCOTT.
 ET0061'HIGHWAY STA. 1668-02, BRONZE TABLET CEMENTED IN TOP CENTER OF CONCRETE
 ET0061'CURB OF CONCRETE HIGHWAY CULVERT, WEST SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1127 ***********************************************************************
 ES1127  DESIGNATION -  5264.52
 ES1127  PID         -  ES1127
 ES1127  STATE/COUNTY-  AZ/NAVAJO
 ES1127  USGS QUAD   -  SUN VALLEY (1986)
 ES1127
 ES1127                         *CURRENT SURVEY CONTROL
 ES1127  ___________________________________________________________________
 ES1127* NAD 83(1986)-  34 59 25.     (N)    110 05 20.     (W)     SCALED    
 ES1127* NAVD 88     -      1605.717  (meters)    5268.09   (feet)  ADJUSTED  
 ES1127  ___________________________________________________________________
 ES1127  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ES1127  DYNAMIC HT  -        1603.509 (meters)    5260.85  (feet)  COMP
 ES1127  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 ES1127
 ES1127  VERT ORDER  -  THIRD
 ES1127
 ES1127.The horizontal coordinates were scaled from a topographic map and have
 ES1127.an estimated accuracy of +/- 6 seconds.
 ES1127
 ES1127.The orthometric height was determined by differential leveling
 ES1127.and adjusted in June 1991.
 ES1127
 ES1127.The geoid height was determined by GEOID03.
 ES1127
 ES1127.The dynamic height is computed by dividing the NAVD 88
 ES1127.geopotential number by the normal gravity value computed on the
 ES1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES1127.degrees latitude (g = 980.6199 gals.).
 ES1127
 ES1127.The modeled gravity was interpolated from observed gravity values.
 ES1127
 ES1127;                    North         East    Units  Estimated Accuracy
 ES1127;SPC AZ E     -   442,500.      220,460.      MT  (+/- 180 meters Scaled)
 ES1127
 ES1127                          SUPERSEDED SURVEY CONTROL
 ES1127
 ES1127  NGVD 29 (??/??/92) 1604.87   (m)         5265.3    (f) COMPUTED    3 0
 ES1127
 ES1127.Superseded values are not recommended for survey control.
 ES1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1127.See file dsdata.txt to determine how the superseded data were derived.
 ES1127
 ES1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD831723(NAD 83)
 ES1127_MARKER: DB = BENCH MARK DISK
 ES1127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES1127_SP_SET: CONCRETE HEADWALL
 ES1127_STAMPING: 5264.52
 ES1127_MARK LOGO: AZHD  
 ES1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1127+STABILITY: SURFACE MOTION
 ES1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1127+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1970
 ES1127
 ES1127  HISTORY     - Date     Condition        Report By
 ES1127  HISTORY     - UNK      MONUMENTED       AZHD
 ES1127  HISTORY     - 19700320 GOOD             USGS
 ES1127
 ES1127                          STATION DESCRIPTION
 ES1127
 ES1127'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1127'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 ES1127'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 1.3 MILES NORTH ALONG STATE
 ES1127'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 ES1127'CENTER OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0314 ***********************************************************************
 ER0314  DESIGNATION -  5265.67
 ER0314  PID         -  ER0314
 ER0314  STATE/COUNTY-  AZ/NAVAJO
 ER0314  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0314
 ER0314                         *CURRENT SURVEY CONTROL
 ER0314  ___________________________________________________________________
 ER0314* NAD 83(1986)-  34 59 30.     (N)    109 59 08.     (W)     SCALED    
 ER0314* NAVD 88     -      1606.081  (meters)    5269.28   (feet)  ADJUSTED  
 ER0314  ___________________________________________________________________
 ER0314  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ER0314  DYNAMIC HT  -        1603.862 (meters)    5262.00  (feet)  COMP
 ER0314  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 ER0314
 ER0314  VERT ORDER  -  FIRST     CLASS II
 ER0314
 ER0314.The horizontal coordinates were scaled from a topographic map and have
 ER0314.an estimated accuracy of +/- 6 seconds.
 ER0314
 ER0314.The orthometric height was determined by differential leveling
 ER0314.and adjusted in June 1991.
 ER0314
 ER0314.The geoid height was determined by GEOID03.
 ER0314
 ER0314.The dynamic height is computed by dividing the NAVD 88
 ER0314.geopotential number by the normal gravity value computed on the
 ER0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0314.degrees latitude (g = 980.6199 gals.).
 ER0314
 ER0314.The modeled gravity was interpolated from observed gravity values.
 ER0314
 ER0314;                    North         East    Units  Estimated Accuracy
 ER0314;SPC AZ E     -   442,670.      229,890.      MT  (+/- 180 meters Scaled)
 ER0314
 ER0314                          SUPERSEDED SURVEY CONTROL
 ER0314
 ER0314  NGVD 29 (??/??/92) 1605.207  (m)         5266.42   (f) ADJ UNCH    1 2
 ER0314
 ER0314.Superseded values are not recommended for survey control.
 ER0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0314.See file dsdata.txt to determine how the superseded data were derived.
 ER0314
 ER0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD925725(NAD 83)
 ER0314_MARKER: DD = SURVEY DISK
 ER0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0314_SP_SET: BRIDGE
 ER0314_STAMPING: 5265.67 2336+27.5 1958
 ER0314_MARK LOGO: AZHD  
 ER0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0314
 ER0314  HISTORY     - Date     Condition        Report By
 ER0314  HISTORY     - 1958     MONUMENTED       AZHD
 ER0314  HISTORY     - 1959     GOOD             NGS
 ER0314  HISTORY     - 1983     GOOD             NGS
 ER0314
 ER0314                          STATION DESCRIPTION
 ER0314
 ER0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0314'13.0 MI E FROM HOLBROOK.
 ER0314'13.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0314'AT HOLBROOK, NAVAJO COUNTY, 36 FEET NORTH OF THE CENTER OF THE
 ER0314'EASTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL
 ER0314'OF A LARGE FIVE-TUBE CONCRETE BRIDGE AND ABOUT 3 FEET LOWER THAN THE
 ER0314'HIGHWAY.
 ER0314
 ER0314                          STATION RECOVERY (1983)
 ER0314
 ER0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0314'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.3 KM (12.0
 ER0314'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0314'NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF THE NORTH HEADWALL OF A
 ER0314'MULTI-BOX CULVERT SPANNING TWIN WASH AND 11.0 METERS (36.1 FT) NORTH
 ER0314'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 ER0314'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0315 ***********************************************************************
 ER0315  DESIGNATION -  5269.31
 ER0315  PID         -  ER0315
 ER0315  STATE/COUNTY-  AZ/NAVAJO
 ER0315  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0315
 ER0315                         *CURRENT SURVEY CONTROL
 ER0315  ___________________________________________________________________
 ER0315* NAD 83(1986)-  34 59 30.     (N)    109 58 09.     (W)     SCALED    
 ER0315* NAVD 88     -      1607.223  (meters)    5273.03   (feet)  ADJUSTED  
 ER0315  ___________________________________________________________________
 ER0315  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ER0315  DYNAMIC HT  -        1605.003 (meters)    5265.75  (feet)  COMP
 ER0315  MODELED GRAV-     979,197.2   (mgal)                       NAVD 88
 ER0315
 ER0315  VERT ORDER  -  FIRST     CLASS II
 ER0315
 ER0315.The horizontal coordinates were scaled from a topographic map and have
 ER0315.an estimated accuracy of +/- 6 seconds.
 ER0315
 ER0315.The orthometric height was determined by differential leveling
 ER0315.and adjusted in June 1991.
 ER0315.WARNING-Repeat measurements at this control monument indicate possible
 ER0315.vertical movement.
 ER0315
 ER0315.The geoid height was determined by GEOID03.
 ER0315
 ER0315.The dynamic height is computed by dividing the NAVD 88
 ER0315.geopotential number by the normal gravity value computed on the
 ER0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0315.degrees latitude (g = 980.6199 gals.).
 ER0315
 ER0315.The modeled gravity was interpolated from observed gravity values.
 ER0315
 ER0315;                    North         East    Units  Estimated Accuracy
 ER0315;SPC AZ E     -   442,670.      231,390.      MT  (+/- 180 meters Scaled)
 ER0315
 ER0315                          SUPERSEDED SURVEY CONTROL
 ER0315
 ER0315  NGVD 29 (??/??/92) 1606.322  (m)         5270.07   (f) ADJ UNCH    1 2
 ER0315
 ER0315.Superseded values are not recommended for survey control.
 ER0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0315.See file dsdata.txt to determine how the superseded data were derived.
 ER0315
 ER0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD940726(NAD 83)
 ER0315_MARKER: DD = SURVEY DISK
 ER0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0315_SP_SET: BRIDGE
 ER0315_STAMPING: 5269.31 2384.45 1958
 ER0315_MARK LOGO: AZHD  
 ER0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0315
 ER0315  HISTORY     - Date     Condition        Report By
 ER0315  HISTORY     - 1958     MONUMENTED       AZHD
 ER0315  HISTORY     - 1959     GOOD             NGS
 ER0315  HISTORY     - 1983     GOOD             NGS
 ER0315
 ER0315                          STATION DESCRIPTION
 ER0315
 ER0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0315'14.0 MI E FROM HOLBROOK.
 ER0315'14.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0315'AT HOLBROOK, NAVAJO COUNTY, 35 FEET NORTH OF THE CENTER OF THE
 ER0315'EASTBOUND TRAFFIC LANE, CEMENTED IN THE NORTH HEADWALL OF AN 8-FOOT
 ER0315'CONCRETE BRIDGE THAT IS USED AS AN UNDERPASS FOR LIVESTOCK.
 ER0315
 ER0315                          STATION RECOVERY (1983)
 ER0315
 ER0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0315'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.7 KM (12.85
 ER0315'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0315'NAVAJO BOULEVARD IN HOLBROOK, 1.2 KM (0.75 MI) EAST OF MILEPOST 299,
 ER0315'IN THE CENTER OF THE NORTH HEADWALL OF A BOX CULVERT UNDER THE EAST
 ER0315'BOUND LANES OF THE HIGHWAY AND 5.9 METERS (19.4 FT) NORTH OF THE
 ER0315'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 ER0315'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0083 ***********************************************************************
 ES0083  DESIGNATION -  5270 85
 ES0083  PID         -  ES0083
 ES0083  STATE/COUNTY-  AZ/NAVAJO
 ES0083  USGS QUAD   -  SUN VALLEY (1986)
 ES0083
 ES0083                         *CURRENT SURVEY CONTROL
 ES0083  ___________________________________________________________________
 ES0083* NAD 83(1986)-  34 56 48.     (N)    110 07 20.     (W)     SCALED    
 ES0083* NAVD 88     -      1607.622  (meters)    5274.34   (feet)  ADJUSTED  
 ES0083  ___________________________________________________________________
 ES0083  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0083  DYNAMIC HT  -        1605.407 (meters)    5267.07  (feet)  COMP
 ES0083  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 ES0083
 ES0083  VERT ORDER  -  SECOND    CLASS 0
 ES0083
 ES0083.The horizontal coordinates were scaled from a topographic map and have
 ES0083.an estimated accuracy of +/- 6 seconds.
 ES0083
 ES0083.The orthometric height was determined by differential leveling
 ES0083.and adjusted in June 1991.
 ES0083
 ES0083.The geoid height was determined by GEOID03.
 ES0083
 ES0083.The dynamic height is computed by dividing the NAVD 88
 ES0083.geopotential number by the normal gravity value computed on the
 ES0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0083.degrees latitude (g = 980.6199 gals.).
 ES0083
 ES0083.The modeled gravity was interpolated from observed gravity values.
 ES0083
 ES0083;                    North         East    Units  Estimated Accuracy
 ES0083;SPC AZ E     -   437,660.      217,420.      MT  (+/- 180 meters Scaled)
 ES0083
 ES0083                          SUPERSEDED SURVEY CONTROL
 ES0083
 ES0083  NGVD 29 (??/??/92) 1606.773  (m)         5271.55   (f) ADJ UNCH    2 0
 ES0083
 ES0083.Superseded values are not recommended for survey control.
 ES0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0083.See file dsdata.txt to determine how the superseded data were derived.
 ES0083
 ES0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD801674(NAD 83)
 ES0083_MARKER: DD = SURVEY DISK
 ES0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0083_SP_SET: CULVERT
 ES0083_STAMPING: 5270-85 1875+25 1952
 ES0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0083
 ES0083  HISTORY     - Date     Condition        Report By
 ES0083  HISTORY     - 1952     MONUMENTED       AZHD
 ES0083  HISTORY     - 1959     GOOD             NGS
 ES0083  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0083
 ES0083                          STATION DESCRIPTION
 ES0083
 ES0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0083'4.0 MI NE FROM HOLBROOK.
 ES0083'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0083'HOLBROOK, NAVAJO COUNTY, 0.35 MILE EAST OF MILEPOST 310, 22 FEET NORTH
 ES0083'OF THE CENTER OF THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF
 ES0083'THE NORTH HEADWALL OF AN 8-FOOT CONCRETE CULVERT.
 ES0083
 ES0083                          STATION RECOVERY (1983)
 ES0083
 ES0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0083'THERE IS A NEW ROAD IN THIS AREA, THE CULVERT IS NOT THERE AND THE
 ES0083'MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0343 ***********************************************************************
 DU0343  DESIGNATION -  5271.84
 DU0343  PID         -  DU0343
 DU0343  STATE/COUNTY-  AZ/GILA
 DU0343  USGS QUAD   -  CHRYSOTILE (1966)
 DU0343
 DU0343                         *CURRENT SURVEY CONTROL
 DU0343  ___________________________________________________________________
 DU0343* NAD 83(1986)-  33 38 02.     (N)    110 35 02.     (W)     SCALED    
 DU0343* NAVD 88     -      1607.036  (meters)    5272.42   (feet)  ADJUSTED  
 DU0343  ___________________________________________________________________
 DU0343  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DU0343  DYNAMIC HT  -        1604.760 (meters)    5264.95  (feet)  COMP
 DU0343  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 DU0343
 DU0343  VERT ORDER  -  SECOND    CLASS 0
 DU0343
 DU0343.The horizontal coordinates were scaled from a topographic map and have
 DU0343.an estimated accuracy of +/- 6 seconds.
 DU0343
 DU0343.The orthometric height was determined by differential leveling
 DU0343.and adjusted in June 1991.
 DU0343
 DU0343.The geoid height was determined by GEOID03.
 DU0343
 DU0343.The dynamic height is computed by dividing the NAVD 88
 DU0343.geopotential number by the normal gravity value computed on the
 DU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0343.degrees latitude (g = 980.6199 gals.).
 DU0343
 DU0343.The modeled gravity was interpolated from observed gravity values.
 DU0343
 DU0343;                    North         East    Units  Estimated Accuracy
 DU0343;SPC AZ E     -   292,130.      174,650.      MT  (+/- 180 meters Scaled)
 DU0343
 DU0343                          SUPERSEDED SURVEY CONTROL
 DU0343
 DU0343  NGVD 29 (??/??/92) 1606.340  (m)         5270.13   (f) ADJ UNCH    2 0
 DU0343
 DU0343.Superseded values are not recommended for survey control.
 DU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0343.See file dsdata.txt to determine how the superseded data were derived.
 DU0343
 DU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC385216(NAD 83)
 DU0343_MARKER: DD = SURVEY DISK
 DU0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0343_SP_SET: CULVERT
 DU0343_STAMPING: STA 1279+35 EL 5271.84
 DU0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0343
 DU0343  HISTORY     - Date     Condition        Report By
 DU0343  HISTORY     - UNK      MONUMENTED       AZHD
 DU0343  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0343
 DU0343                          STATION DESCRIPTION
 DU0343
 DU0343'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0343'25.3 MI NE FROM GLOBE.
 DU0343'25.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0343'ABOUT 8.2 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE ROAD, AT A
 DU0343'CULVERT, IN THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL, 30 FEET
 DU0343'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 15 FEET LOWER THAN
 DU0343'THE ROADWAY.  NOTE-- U.S. HIGHWAY 60 HAS BEEN REALIGNED AND NEW
 DU0343'CONCRETE CULVERTS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0299 ***********************************************************************
 ES0299  DESIGNATION -  5273
 ES0299  PID         -  ES0299
 ES0299  STATE/COUNTY-  AZ/GILA
 ES0299  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0299
 ES0299                         *CURRENT SURVEY CONTROL
 ES0299  ___________________________________________________________________
 ES0299* NAD 83(1986)-  34 20 05.     (N)    111 25 16.     (W)     SCALED    
 ES0299* NAVD 88     -      1608.23   (+/-2cm)    5276.3    (feet)  VERTCON   
 ES0299  ___________________________________________________________________
 ES0299  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 ES0299  VERT ORDER  -  ? (See Below)
 ES0299
 ES0299.The horizontal coordinates were scaled from a topographic map and have
 ES0299.an estimated accuracy of +/- 6 seconds.
 ES0299
 ES0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0299.The vertical order pertains to the NGVD 29 superseded value.
 ES0299
 ES0299.The geoid height was determined by GEOID03.
 ES0299
 ES0299;                    North         East    Units  Estimated Accuracy
 ES0299;SPC AZ E     -   370,490.       97,930.      MT  (+/- 180 meters Scaled)
 ES0299
 ES0299                          SUPERSEDED SURVEY CONTROL
 ES0299
 ES0299  NGVD 29 (??/??/92) 1607.460  (m)         5273.81   (f) ADJ UNCH    ?  
 ES0299
 ES0299.Superseded values are not recommended for survey control.
 ES0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0299.See file dsdata.txt to determine how the superseded data were derived.
 ES0299
 ES0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC612993(NAD 83)
 ES0299_MARKER: Z = SEE DESCRIPTION
 ES0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0299_SP_SET: TREE
 ES0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0299
 ES0299  HISTORY     - Date     Condition        Report By
 ES0299  HISTORY     - UNK      MONUMENTED       USGS
 ES0299  HISTORY     - 1933     GOOD             NGS
 ES0299  HISTORY     - 19980819 GOOD             USPSQD
 ES0299
 ES0299                          STATION DESCRIPTION
 ES0299
 ES0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0299'5.0 MI SE FROM PINE.
 ES0299'AT SIDE OF HIGHWAY, 50 FEET SOUTHWEST OF T-JUNCTION OF SIDE ROAD TO
 ES0299'NATURAL BRIDGE, ON BASE OF JUNIPER TREE.
 ES0299
 ES0299                          STATION RECOVERY (1998)
 ES0299
 ES0299'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0321 ***********************************************************************
 ER0321  DESIGNATION -  5274.08
 ER0321  PID         -  ER0321
 ER0321  STATE/COUNTY-  AZ/NAVAJO
 ER0321  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0321
 ER0321                         *CURRENT SURVEY CONTROL
 ER0321  ___________________________________________________________________
 ER0321* NAD 83(1986)-  34 59 52.     (N)    109 54 44.     (W)     SCALED    
 ER0321* NAVD 88     -      1608.578  (meters)    5277.48   (feet)  ADJUSTED  
 ER0321  ___________________________________________________________________
 ER0321  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ER0321  DYNAMIC HT  -        1606.347 (meters)    5270.16  (feet)  COMP
 ER0321  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 ER0321
 ER0321  VERT ORDER  -  FIRST     CLASS II
 ER0321
 ER0321.The horizontal coordinates were scaled from a topographic map and have
 ER0321.an estimated accuracy of +/- 6 seconds.
 ER0321
 ER0321.The orthometric height was determined by differential leveling
 ER0321.and adjusted in June 1991.
 ER0321.WARNING-Repeat measurements at this control monument indicate possible
 ER0321.vertical movement.
 ER0321
 ER0321.The geoid height was determined by GEOID03.
 ER0321
 ER0321.The dynamic height is computed by dividing the NAVD 88
 ER0321.geopotential number by the normal gravity value computed on the
 ER0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0321.degrees latitude (g = 980.6199 gals.).
 ER0321
 ER0321.The modeled gravity was interpolated from observed gravity values.
 ER0321
 ER0321;                    North         East    Units  Estimated Accuracy
 ER0321;SPC AZ E     -   443,360.      236,590.      MT  (+/- 180 meters Scaled)
 ER0321
 ER0321                          SUPERSEDED SURVEY CONTROL
 ER0321
 ER0321  NGVD 29 (??/??/92) 1607.767  (m)         5274.82   (f) ADJ UNCH    1 2
 ER0321
 ER0321.Superseded values are not recommended for survey control.
 ER0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0321.See file dsdata.txt to determine how the superseded data were derived.
 ER0321
 ER0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD992733(NAD 83)
 ER0321_MARKER: DD = SURVEY DISK
 ER0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0321_SP_SET: BRIDGE
 ER0321_STAMPING: 5274.08 2550X35 1959
 ER0321_MARK LOGO: AZHD  
 ER0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0321
 ER0321  HISTORY     - Date     Condition        Report By
 ER0321  HISTORY     - 1959     MONUMENTED       AZHD
 ER0321  HISTORY     - 1959     GOOD             NGS
 ER0321  HISTORY     - 1983     GOOD             NGS
 ER0321
 ER0321                          STATION DESCRIPTION
 ER0321
 ER0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0321'17.0 MI E FROM HOLBROOK.
 ER0321'17.2 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0321'AT HOLBROOK, 0.25 MILE WEST OF BIG CARRIZO, 30 FEET NORTH OF THE EAST
 ER0321'BOUND TRAFFIC LANE, CEMENTED IN THE NORTH HEADWALL OF A CONCRETE
 ER0321'BRIDGE THAT IS AN UNDERPASS FOR LIVESTOCK.
 ER0321
 ER0321                          STATION RECOVERY (1983)
 ER0321
 ER0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0321'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  25.8 KM (16.0
 ER0321'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0321'NAVAJO BOULEVARD IN HOLBROOK, 0.2 KM (0.1 MI) WEST OF MILEPOST 303, IN
 ER0321'THE CENTER OF THE NORTH HEADWALL OF A BOX CULVERT UNDER THE EAST BOUND
 ER0321'LANES OF THE HIGHWAY AND 6.2 METERS (20.3 FT) NORTH OF THE CENTERLINE
 ER0321'OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=THE 1959 DESCRIPTION
 ER0321'STATES THAT THE DISK IS STAMPED 5274.08 2550X35 1959 BUT IS STAMPED AS
 ER0321'ABOVE.
 ER0321'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0189 ***********************************************************************
 GP0189  DESIGNATION -  5278.00
 GP0189  PID         -  GP0189
 GP0189  STATE/COUNTY-  AZ/COCONINO
 GP0189  USGS QUAD   -  TANNER WELL (1985)
 GP0189
 GP0189                         *CURRENT SURVEY CONTROL
 GP0189  ___________________________________________________________________
 GP0189* NAD 83(1986)-  36 34 01.     (N)    111 38 18.     (W)     SCALED    
 GP0189* NAVD 88     -      1609.751  (meters)    5281.32   (feet)  ADJUSTED  
 GP0189  ___________________________________________________________________
 GP0189  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0189  DYNAMIC HT  -        1607.781 (meters)    5274.86  (feet)  COMP
 GP0189  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 GP0189
 GP0189  VERT ORDER  -  FIRST     CLASS II
 GP0189
 GP0189.The horizontal coordinates were scaled from a topographic map and have
 GP0189.an estimated accuracy of +/- 6 seconds.
 GP0189
 GP0189.The orthometric height was determined by differential leveling
 GP0189.and adjusted in June 1991.
 GP0189
 GP0189.The geoid height was determined by GEOID03.
 GP0189
 GP0189.The dynamic height is computed by dividing the NAVD 88
 GP0189.geopotential number by the normal gravity value computed on the
 GP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0189.degrees latitude (g = 980.6199 gals.).
 GP0189
 GP0189.The modeled gravity was interpolated from observed gravity values.
 GP0189
 GP0189;                    North         East    Units  Estimated Accuracy
 GP0189;SPC AZ C     -   617,450.      238,270.      MT  (+/- 180 meters Scaled)
 GP0189
 GP0189                          SUPERSEDED SURVEY CONTROL
 GP0189
 GP0189  NGVD 29 (??/??/92) 1608.751  (m)         5278.04   (f) ADJ UNCH    1 2
 GP0189
 GP0189.Superseded values are not recommended for survey control.
 GP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0189.See file dsdata.txt to determine how the superseded data were derived.
 GP0189
 GP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF428470(NAD 83)
 GP0189_MARKER: DD = SURVEY DISK
 GP0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0189_SP_SET: CULVERT
 GP0189_STAMPING: 5278.00 2747+23.5 1934 A.H.D.
 GP0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0189
 GP0189  HISTORY     - Date     Condition        Report By
 GP0189  HISTORY     - 1934     MONUMENTED       AZHD
 GP0189  HISTORY     - 1962     GOOD             NGS
 GP0189  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0189
 GP0189                          STATION DESCRIPTION
 GP0189
 GP0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0189'5.4 MI S FROM BITTER SPRINGS.
 GP0189'ABOUT 5.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0189'STATION AT BITTER SPRINGS, 109 FEET SOUTHEAST OF HIGHWAY MILEPOST
 GP0189'NUMBER 519, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.7
 GP0189'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GP0189'OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHWEST END OF THE
 GP0189'SOUTHWEST CONCRETE HEADWALL OF BOX CULVERT.
 GP0189
 GP0189                          STATION RECOVERY (1978)
 GP0189
 GP0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0189'MARK NOT FOUND.
 GP0189
 GP0189                          STATION RECOVERY (1983)
 GP0189
 GP0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0189'NOT RECOVERED.  NEW HEADWALL AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0512 ***********************************************************************
 ES0512  DESIGNATION -  5280.51
 ES0512  PID         -  ES0512
 ES0512  STATE/COUNTY-  AZ/COCONINO
 ES0512  USGS QUAD   -  MUNDS PARK (1974)
 ES0512
 ES0512                         *CURRENT SURVEY CONTROL
 ES0512  ___________________________________________________________________
 ES0512* NAD 83(1986)-  34 58 49.     (N)    111 44 49.     (W)     SCALED    
 ES0512* NAVD 88     -      1607.856  (meters)    5275.11   (feet)  ADJUSTED  
 ES0512  ___________________________________________________________________
 ES0512  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ES0512  DYNAMIC HT  -        1605.702 (meters)    5268.04  (feet)  COMP
 ES0512  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 ES0512
 ES0512  VERT ORDER  -  FIRST     CLASS II
 ES0512
 ES0512.The horizontal coordinates were scaled from a topographic map and have
 ES0512.an estimated accuracy of +/- 6 seconds.
 ES0512
 ES0512.The orthometric height was determined by differential leveling
 ES0512.and adjusted in June 1991.
 ES0512
 ES0512.The geoid height was determined by GEOID03.
 ES0512
 ES0512.The dynamic height is computed by dividing the NAVD 88
 ES0512.geopotential number by the normal gravity value computed on the
 ES0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0512.degrees latitude (g = 980.6199 gals.).
 ES0512
 ES0512.The modeled gravity was interpolated from observed gravity values.
 ES0512
 ES0512;                    North         East    Units  Estimated Accuracy
 ES0512;SPC AZ C     -   441,400.      228,860.      MT  (+/- 180 meters Scaled)
 ES0512
 ES0512                          SUPERSEDED SURVEY CONTROL
 ES0512
 ES0512  NGVD 29 (??/??/92) 1606.984  (m)         5272.25   (f) ADJ UNCH    1 2
 ES0512
 ES0512.Superseded values are not recommended for survey control.
 ES0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0512.See file dsdata.txt to determine how the superseded data were derived.
 ES0512
 ES0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD318711(NAD 83)
 ES0512_MARKER: DD = SURVEY DISK
 ES0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0512_SP_SET: CURB
 ES0512_STAMPING: 5280.51 32
 ES0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0512
 ES0512  HISTORY     - Date     Condition        Report By
 ES0512  HISTORY     - UNK      MONUMENTED       BPR
 ES0512  HISTORY     - 1955     GOOD             NGS
 ES0512  HISTORY     - 1982     GOOD             NGS
 ES0512  HISTORY     - 19950713 GOOD             USPSQD
 ES0512
 ES0512                          STATION DESCRIPTION
 ES0512
 ES0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ES0512'10.4 MI N FROM SEDONA.
 ES0512'ABOUT 10.4 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 ES0512'COUNTY, ABOUT 2.6 MILES NORTH OF THE BRIDGE OVER OAK CREEK, ON THE
 ES0512'WEST SIDE OF THE HIGHWAY, AT THE NORTH END OF A CONCRETE BRIDGE, AND
 ES0512'IN THE TOP OF THE CONCRETE CURB.  A UNITED STATE BUREAU OF PUBLIC
 ES0512'ROADS STANDARD DISK, STAMPED 5280.51 32.
 ES0512
 ES0512                          STATION RECOVERY (1982)
 ES0512
 ES0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0512'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0512'15.8 KM (9.8 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0512'OFFICE IN SEDONA, IN TOP OF THE NORTH END OF THE WEST CURB FOR THE
 ES0512'BRIDGE OVER SURVEYOR CANYON CREEK, 3.6 METERS (12.0 FT) WEST OF THE
 ES0512'HIGHWAY CENTERLINE, 1.8 METERS (6.0 FT) SOUTH OF THE NORTH END.
 ES0512'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0512
 ES0512                          STATION RECOVERY (1995)
 ES0512
 ES0512'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0089 ***********************************************************************
 ES0089  DESIGNATION -  5283.03
 ES0089  PID         -  ES0089
 ES0089  STATE/COUNTY-  AZ/NAVAJO
 ES0089  USGS QUAD   -  SUN VALLEY (1986)
 ES0089
 ES0089                         *CURRENT SURVEY CONTROL
 ES0089  ___________________________________________________________________
 ES0089* NAD 83(1986)-  34 58 22.     (N)    110 05 19.     (W)     SCALED    
 ES0089* NAVD 88     -      1611.402  (meters)    5286.74   (feet)  ADJUSTED  
 ES0089  ___________________________________________________________________
 ES0089  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES0089  DYNAMIC HT  -        1609.184 (meters)    5279.46  (feet)  COMP
 ES0089  MODELED GRAV-     979,201.5   (mgal)                       NAVD 88
 ES0089
 ES0089  VERT ORDER  -  SECOND    CLASS 0
 ES0089
 ES0089.The horizontal coordinates were scaled from a topographic map and have
 ES0089.an estimated accuracy of +/- 6 seconds.
 ES0089
 ES0089.The orthometric height was determined by differential leveling
 ES0089.and adjusted in June 1991.
 ES0089
 ES0089.The geoid height was determined by GEOID03.
 ES0089
 ES0089.The dynamic height is computed by dividing the NAVD 88
 ES0089.geopotential number by the normal gravity value computed on the
 ES0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0089.degrees latitude (g = 980.6199 gals.).
 ES0089
 ES0089.The modeled gravity was interpolated from observed gravity values.
 ES0089
 ES0089;                    North         East    Units  Estimated Accuracy
 ES0089;SPC AZ E     -   440,560.      220,490.      MT  (+/- 180 meters Scaled)
 ES0089
 ES0089                          SUPERSEDED SURVEY CONTROL
 ES0089
 ES0089  NGVD 29 (??/??/92) 1610.547  (m)         5283.94   (f) ADJ UNCH    2 0
 ES0089
 ES0089.Superseded values are not recommended for survey control.
 ES0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0089.See file dsdata.txt to determine how the superseded data were derived.
 ES0089
 ES0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD831704(NAD 83)
 ES0089_MARKER: DD = SURVEY DISK
 ES0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0089_SP_SET: CATTLE GUARD
 ES0089_STAMPING: 5283.03 2014 X 50 1954
 ES0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0089
 ES0089  HISTORY     - Date     Condition        Report By
 ES0089  HISTORY     - 1954     MONUMENTED       AZHD
 ES0089  HISTORY     - 1959     GOOD             NGS
 ES0089  HISTORY     - 1970     MARK NOT FOUND   USGS
 ES0089  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0089
 ES0089                          STATION DESCRIPTION
 ES0089
 ES0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0089'6.8 MI NE FROM HOLBROOK.
 ES0089'6.8 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0089'HOLBROOK, 153 FEET NORTHWEST OF MILEPOST NUMBER 313, 99 FEET NORTH OF
 ES0089'THE WESTBOUND TRAFFIC LANE, 15 FEET WEST OF THE CENTER OF A ROAD
 ES0089'LEADING TO INDIAN WELLS AND KEAMS CANYON, AND CEMENTED IN THE CENTER
 ES0089'OF THE WEST HEADWALL OF A CATTLE GUARD.
 ES0089
 ES0089                          STATION RECOVERY (1970)
 ES0089
 ES0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0089'MARK NOT FOUND.
 ES0089
 ES0089                          STATION RECOVERY (1983)
 ES0089
 ES0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0089'THERE IS NO LONGER A CATTLE GUARD AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0260 ***********************************************************************
 FP0260  DESIGNATION -  5293.73
 FP0260  PID         -  FP0260
 FP0260  STATE/COUNTY-  AZ/NAVAJO
 FP0260  USGS QUAD   -  LITTLE LITHODENDRON (1972)
 FP0260
 FP0260                         *CURRENT SURVEY CONTROL
 FP0260  ___________________________________________________________________
 FP0260* NAD 83(1986)-  35 00 00.     (N)    109 54 00.     (W)     SCALED    
 FP0260* NAVD 88     -      1614.655  (meters)    5297.41   (feet)  ADJUSTED  
 FP0260  ___________________________________________________________________
 FP0260  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FP0260  DYNAMIC HT  -        1612.415 (meters)    5290.06  (feet)  COMP
 FP0260  MODELED GRAV-     979,191.3   (mgal)                       NAVD 88
 FP0260
 FP0260  VERT ORDER  -  FIRST     CLASS II
 FP0260
 FP0260.The horizontal coordinates were scaled from a topographic map and have
 FP0260.an estimated accuracy of +/- 6 seconds.
 FP0260
 FP0260.The orthometric height was determined by differential leveling
 FP0260.and adjusted in June 1991.
 FP0260.WARNING-Repeat measurements at this control monument indicate possible
 FP0260.vertical movement.
 FP0260
 FP0260.The geoid height was determined by GEOID03.
 FP0260
 FP0260.The dynamic height is computed by dividing the NAVD 88
 FP0260.geopotential number by the normal gravity value computed on the
 FP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0260.degrees latitude (g = 980.6199 gals.).
 FP0260
 FP0260.The modeled gravity was interpolated from observed gravity values.
 FP0260
 FP0260;                    North         East    Units  Estimated Accuracy
 FP0260;SPC AZ E     -   443,610.      237,700.      MT  (+/- 180 meters Scaled)
 FP0260
 FP0260                          SUPERSEDED SURVEY CONTROL
 FP0260
 FP0260  NGVD 29 (??/??/92) 1613.773  (m)         5294.52   (f) ADJ UNCH    1 2
 FP0260
 FP0260.Superseded values are not recommended for survey control.
 FP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0260.See file dsdata.txt to determine how the superseded data were derived.
 FP0260
 FP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD003735(NAD 83)
 FP0260_MARKER: DD = SURVEY DISK
 FP0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0260_SP_SET: BRIDGE
 FP0260_STAMPING: 5293.73 2587.00 1958
 FP0260_MARK LOGO: AZHD  
 FP0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0260
 FP0260  HISTORY     - Date     Condition        Report By
 FP0260  HISTORY     - 1958     MONUMENTED       AZHD
 FP0260  HISTORY     - 1959     GOOD             NGS
 FP0260  HISTORY     - 1983     GOOD             NGS
 FP0260
 FP0260                          STATION DESCRIPTION
 FP0260
 FP0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0260'17.9 MI E FROM HOLBROOK.
 FP0260'17.9 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 FP0260'AT HOLBROOK, ABOUT 0.1 MILE EAST OF MILEPOST 324, 21 FEET NORTH OF THE
 FP0260'CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0260'NORTH HEADWALL OF A CONCRETE BRIDGE THAT HAS AN UNDERPASS FOR A
 FP0260'TURN-OUT UNDER IT.
 FP0260
 FP0260                          STATION RECOVERY (1983)
 FP0260
 FP0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0260'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  26.9 KM (16.7
 FP0260'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0260'NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF THE NORTH HEADWALL OF A
 FP0260'LARGE BOX CULVERT UNDER THE EAST BOUND LANES OF THE HIGHWAY, AT THE
 FP0260'ADAMANA ROAD EXIT AND 5.2 METERS (17.1 FT) NORTH OF THE CENTERLINE OF
 FP0260'THE EAST BOUND LANES OF THE HIGHWAY.
 FP0260'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0200 ***********************************************************************
 FR0200  DESIGNATION -  5295.55
 FR0200  PID         -  FR0200
 FR0200  STATE/COUNTY-  AZ/YAVAPAI
 FR0200  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0200
 FR0200                         *CURRENT SURVEY CONTROL
 FR0200  ___________________________________________________________________
 FR0200* NAD 83(1986)-  35 19 12.     (N)    112 50 58.     (W)     SCALED    
 FR0200* NAVD 88     -      1614.961  (meters)    5298.42   (feet)  ADJUSTED  
 FR0200  ___________________________________________________________________
 FR0200  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FR0200  DYNAMIC HT  -        1612.832 (meters)    5291.43  (feet)  COMP
 FR0200  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 FR0200
 FR0200  VERT ORDER  -  FIRST     CLASS II
 FR0200
 FR0200.The horizontal coordinates were scaled from a topographic map and have
 FR0200.an estimated accuracy of +/- 6 seconds.
 FR0200
 FR0200.The orthometric height was determined by differential leveling
 FR0200.and adjusted in June 1991.
 FR0200
 FR0200.The geoid height was determined by GEOID03.
 FR0200
 FR0200.The dynamic height is computed by dividing the NAVD 88
 FR0200.geopotential number by the normal gravity value computed on the
 FR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0200.degrees latitude (g = 980.6199 gals.).
 FR0200
 FR0200.The modeled gravity was interpolated from observed gravity values.
 FR0200
 FR0200;                    North         East    Units  Estimated Accuracy
 FR0200;SPC AZ C     -   479,470.      128,550.      MT  (+/- 180 meters Scaled)
 FR0200
 FR0200                          SUPERSEDED SURVEY CONTROL
 FR0200
 FR0200  NGVD 29 (??/??/92) 1614.072  (m)         5295.50   (f) ADJ UNCH    1 2
 FR0200
 FR0200.Superseded values are not recommended for survey control.
 FR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0200.See file dsdata.txt to determine how the superseded data were derived.
 FR0200
 FR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE318101(NAD 83)
 FR0200_MARKER: DD = SURVEY DISK
 FR0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0200_STAMPING: 5295.55 ELEV.
 FR0200_MARK LOGO: AZHD  
 FR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0200+STABILITY: SURFACE MOTION
 FR0200
 FR0200  HISTORY     - Date     Condition        Report By
 FR0200  HISTORY     - UNK      MONUMENTED       AZHD
 FR0200  HISTORY     - 1968     GOOD             NGS
 FR0200  HISTORY     - 1982     GOOD             NGS
 FR0200
 FR0200                          STATION DESCRIPTION
 FR0200
 FR0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0200'1.55 MI E FROM SELIGMAN.
 FR0200'1.55 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0200'THE STATION AT SELIGMAN, DIRECTLY OPPOSITE A RAILROAD BRIDGE OVER AN
 FR0200'ASPHALT ROAD, IN THE TOP AND 5.0 FEET EAST OF THE WEST END OF THE
 FR0200'SOUTH CONCRETE GUARDRAIL OF A HIGHWAY BRIDGE, 126.0 FEET NORTH OF THE
 FR0200'NORTH RAIL OF THE NORTH TRACK, 21 FEET SOUTH OF THE CENTER LINE OF U.
 FR0200'S. HIGHWAY 66, AND ABOUT 3 FEET HIGHER THAN THE TRACK AND THE HIGHWAY.
 FR0200
 FR0200                          STATION RECOVERY (1982)
 FR0200
 FR0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1561 ***********************************************************************
 DV1561  DESIGNATION -  53 A
 DV1561  PID         -  DV1561
 DV1561  STATE/COUNTY-  AZ/MARICOPA
 DV1561  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1561
 DV1561                         *CURRENT SURVEY CONTROL
 DV1561  ___________________________________________________________________
 DV1561* NAD 83(1986)-  33 31 36.     (N)    113 06 02.     (W)     SCALED    
 DV1561* NAVD 88     -       364.89   (+/-2cm)    1197.1    (feet)  VERTCON   
 DV1561  ___________________________________________________________________
 DV1561  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1561
 DV1561.The horizontal coordinates were scaled from a topographic map and have
 DV1561.an estimated accuracy of +/- 6 seconds.
 DV1561
 DV1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1561.The vertical order pertains to the NGVD 29 superseded value.
 DV1561
 DV1561.The geoid height was determined by GEOID03.
 DV1561
 DV1561;                    North         East    Units  Estimated Accuracy
 DV1561;SPC AZ C     -   280,790.      103,390.      MT  (+/- 180 meters Scaled)
 DV1561
 DV1561                          SUPERSEDED SURVEY CONTROL
 DV1561
 DV1561  NGVD 29 (??/??/92)  364.262  (m)         1195.08   (f) ADJ UNCH    2 0
 DV1561
 DV1561.Superseded values are not recommended for survey control.
 DV1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1561.See file dsdata.txt to determine how the superseded data were derived.
 DV1561
 DV1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC049116(NAD 83)
 DV1561_MARKER: DD = SURVEY DISK
 DV1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1561_STAMPING: 53 A 1962
 DV1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1561+STABILITY: SURFACE MOTION
 DV1561
 DV1561  HISTORY     - Date     Condition        Report By
 DV1561  HISTORY     - 1962     MONUMENTED       AZHD
 DV1561  HISTORY     - 19860501 POOR             USGS
 DV1561
 DV1561                          STATION DESCRIPTION
 DV1561
 DV1561'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1561'10.15 MI NW FROM TOROPAH.
 DV1561'0.5 MILE WEST-NORTHWEST OF D 415 54, AN ARIZONA HIGHWAY DEPARTMENT
 DV1561'DISK STAMPED 53 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1561'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1561'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 DV1561
 DV1561                          STATION RECOVERY (1986)
 DV1561
 DV1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SDC)
 DV1561'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1003 ***********************************************************************
 FR1003  DESIGNATION -  53 EMH
 FR1003  PID         -  FR1003
 FR1003  STATE/COUNTY-  AZ/COCONINO
 FR1003  USGS QUAD   -  CROOKTON (1973)
 FR1003
 FR1003                         *CURRENT SURVEY CONTROL
 FR1003  ___________________________________________________________________
 FR1003* NAD 83(1986)-  35 20 13.     (N)    112 39 17.     (W)     SCALED    
 FR1003* NAVD 88     -      1730.312  (meters)    5676.87   (feet)  POSTED    
 FR1003  ___________________________________________________________________
 FR1003  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 FR1003  DYNAMIC HT  -        1727.990 (meters)    5669.25  (feet)  COMP
 FR1003  MODELED GRAV-     979,233.0   (mgal)                       NAVD 88
 FR1003
 FR1003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1003
 FR1003.The horizontal coordinates were scaled from a topographic map and have
 FR1003.an estimated accuracy of +/- 6 seconds.
 FR1003
 FR1003.The orthometric height was determined by differential leveling
 FR1003.and adjusted by the  in 1992.
 FR1003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1003.rate of 0.0 thru 1.0 mm/km.
 FR1003
 FR1003.The geoid height was determined by GEOID03.
 FR1003
 FR1003.The dynamic height is computed by dividing the NAVD 88
 FR1003.geopotential number by the normal gravity value computed on the
 FR1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1003.degrees latitude (g = 980.6199 gals.).
 FR1003
 FR1003.The modeled gravity was interpolated from observed gravity values.
 FR1003
 FR1003;                    North         East    Units  Estimated Accuracy
 FR1003;SPC AZ C     -   481,200.      146,270.      MT  (+/- 180 meters Scaled)
 FR1003
 FR1003                          SUPERSEDED SURVEY CONTROL
 FR1003
 FR1003  NGVD 29 (??/??/92) 1729.39   (m)         5673.8    (f) COMPUTED    2 2
 FR1003
 FR1003.Superseded values are not recommended for survey control.
 FR1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1003.See file dsdata.txt to determine how the superseded data were derived.
 FR1003
 FR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE496116(NAD 83)
 FR1003_MARKER: DB = BENCH MARK DISK
 FR1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR1003_SP_SET: CATTLEGUARD
 FR1003_STAMPING: 53 EMH 1973 5674
 FR1003_MARK LOGO: USGS  
 FR1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1003
 FR1003  HISTORY     - Date     Condition        Report By
 FR1003  HISTORY     - 1973     MONUMENTED       USGS
 FR1003
 FR1003                          STATION DESCRIPTION
 FR1003
 FR1003'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1003'26.6 KM (16.50 MI) NE FROM SELIGMAN.
 FR1003'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1003'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1003'THENCE 4.7 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1003'THE AT+SF RAILROAD, 0.6 MILES EAST OF MILEPOST 415, 8 FEET SOUTH OF
 FR1003'THE CENTERLINE OF THE ROAD, 2 FEET FROM THE EAST END OF THE SOUTH
 FR1003'SIDEWALL OF A CATTLEWALL, IN THE CATTLEGUARD.
 FR1003'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0645 ***********************************************************************
 FP0645  DESIGNATION -  53 HLS
 FP0645  PID         -  FP0645
 FP0645  STATE/COUNTY-  AZ/APACHE
 FP0645  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0645
 FP0645                         *CURRENT SURVEY CONTROL
 FP0645  ___________________________________________________________________
 FP0645* NAD 83(1986)-  35 28 05.     (N)    109 31 42.     (W)     SCALED    
 FP0645* NAVD 88     -      1993.485  (meters)    6540.29   (feet)  ADJUSTED  
 FP0645  ___________________________________________________________________
 FP0645  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 FP0645  DYNAMIC HT  -        1990.717 (meters)    6531.21  (feet)  COMP
 FP0645  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 FP0645
 FP0645  VERT ORDER  -  SECOND    CLASS II
 FP0645
 FP0645.The horizontal coordinates were scaled from a topographic map and have
 FP0645.an estimated accuracy of +/- 6 seconds.
 FP0645
 FP0645.The orthometric height was determined by differential leveling
 FP0645.and adjusted in June 1991.
 FP0645
 FP0645.The geoid height was determined by GEOID03.
 FP0645
 FP0645.The dynamic height is computed by dividing the NAVD 88
 FP0645.geopotential number by the normal gravity value computed on the
 FP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0645.degrees latitude (g = 980.6199 gals.).
 FP0645
 FP0645.The modeled gravity was interpolated from observed gravity values.
 FP0645
 FP0645;                    North         East    Units  Estimated Accuracy
 FP0645;SPC AZ E     -   495,690.      271,290.      MT  (+/- 180 meters Scaled)
 FP0645
 FP0645                          SUPERSEDED SURVEY CONTROL
 FP0645
 FP0645.No superseded survey control is available for this station.
 FP0645
 FP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE335259(NAD 83)
 FP0645_MARKER: DB = BENCH MARK DISK
 FP0645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0645_SP_SET: COPPER-CLAD STEEL ROD
 FP0645_STAMPING: 53 HLS 1970 6537
 FP0645_MARK LOGO: USGS  
 FP0645_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0645+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0645
 FP0645  HISTORY     - Date     Condition        Report By
 FP0645  HISTORY     - 1970     MONUMENTED       USGS
 FP0645
 FP0645                          STATION DESCRIPTION
 FP0645
 FP0645'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0645'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0645'OFFICE AT GANADO, ARIZONA), PROCEED 2.4 MILES SOUTH ALONG STATE
 FP0645'HIGHWAY 63, 100 FEET EAST OF THE HIGHWAY, 3 FEET NORTH OF A WITNESS
 FP0645'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FP0645'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0506 ***********************************************************************
 FS0506  DESIGNATION -  530+70
 FS0506  PID         -  FS0506
 FS0506  STATE/COUNTY-  AZ/MOHAVE
 FS0506  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0506
 FS0506                         *CURRENT SURVEY CONTROL
 FS0506  ___________________________________________________________________
 FS0506* NAD 83(1986)-  35 29 35.     (N)    114 19 38.     (W)     SCALED    
 FS0506* NAVD 88     -       955.410  (meters)    3134.54   (feet)  POSTED    
 FS0506  ___________________________________________________________________
 FS0506  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0506  DYNAMIC HT  -         954.310 (meters)    3130.93  (feet)  COMP
 FS0506  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 FS0506
 FS0506  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0506
 FS0506.The horizontal coordinates were scaled from a topographic map and have
 FS0506.an estimated accuracy of +/- 6 seconds.
 FS0506
 FS0506.The orthometric height was determined by differential leveling
 FS0506.and adjusted by the  in 1992.
 FS0506.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0506.rate of 2.1 thru 3.0 mm/km.
 FS0506
 FS0506.The geoid height was determined by GEOID03.
 FS0506
 FS0506.The dynamic height is computed by dividing the NAVD 88
 FS0506.geopotential number by the normal gravity value computed on the
 FS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0506.degrees latitude (g = 980.6199 gals.).
 FS0506
 FS0506.The modeled gravity was interpolated from observed gravity values.
 FS0506
 FS0506;                    North         East    Units  Estimated Accuracy
 FS0506;SPC AZ W     -   498,440.      160,990.      MT  (+/- 180 meters Scaled)
 FS0506
 FS0506                          SUPERSEDED SURVEY CONTROL
 FS0506
 FS0506  NGVD 29 (??/??/92)  954.615  (m)         3131.93   (f) ADJ UNCH    1 1
 FS0506
 FS0506.Superseded values are not recommended for survey control.
 FS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0506.See file dsdata.txt to determine how the superseded data were derived.
 FS0506
 FS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV424310(NAD 83)
 FS0506_MARKER: DD = SURVEY DISK
 FS0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0506_SP_SET: CULVERT
 FS0506_STAMPING: 3132-56 530+70 1935
 FS0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0506
 FS0506  HISTORY     - Date     Condition        Report By
 FS0506  HISTORY     - 1935     MONUMENTED       AZHD
 FS0506  HISTORY     - 1949     GOOD             NGS
 FS0506
 FS0506                          STATION DESCRIPTION
 FS0506
 FS0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0506'7.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0506'7.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0506'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0506'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0506'SOUTHWEST CONCRETE HEAD WALL, 15 FEET SOUTHWEST OF THE CENTER
 FS0506'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0094 ***********************************************************************
 ES0094  DESIGNATION -  5310.88
 ES0094  PID         -  ES0094
 ES0094  STATE/COUNTY-  AZ/NAVAJO
 ES0094  USGS QUAD   -  SUN VALLEY (1986)
 ES0094
 ES0094                         *CURRENT SURVEY CONTROL
 ES0094  ___________________________________________________________________
 ES0094* NAD 83(1986)-  34 59 01.     (N)    110 02 25.     (W)     SCALED    
 ES0094* NAVD 88     -      1619.865  (meters)    5314.51   (feet)  ADJUSTED  
 ES0094  ___________________________________________________________________
 ES0094  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 ES0094  DYNAMIC HT  -        1617.628 (meters)    5307.17  (feet)  COMP
 ES0094  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 ES0094
 ES0094  VERT ORDER  -  FIRST     CLASS II
 ES0094
 ES0094.The horizontal coordinates were scaled from a topographic map and have
 ES0094.an estimated accuracy of +/- 6 seconds.
 ES0094
 ES0094.The orthometric height was determined by differential leveling
 ES0094.and adjusted in June 1991.
 ES0094.WARNING-Repeat measurements at this control monument indicate possible
 ES0094.vertical movement.
 ES0094
 ES0094.The geoid height was determined by GEOID03.
 ES0094
 ES0094.The dynamic height is computed by dividing the NAVD 88
 ES0094.geopotential number by the normal gravity value computed on the
 ES0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0094.degrees latitude (g = 980.6199 gals.).
 ES0094
 ES0094.The modeled gravity was interpolated from observed gravity values.
 ES0094
 ES0094;                    North         East    Units  Estimated Accuracy
 ES0094;SPC AZ E     -   441,760.      224,900.      MT  (+/- 180 meters Scaled)
 ES0094
 ES0094                          SUPERSEDED SURVEY CONTROL
 ES0094
 ES0094  NGVD 29 (??/??/92) 1618.995  (m)         5311.65   (f) ADJ UNCH    1 2
 ES0094
 ES0094.Superseded values are not recommended for survey control.
 ES0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0094.See file dsdata.txt to determine how the superseded data were derived.
 ES0094
 ES0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD875716(NAD 83)
 ES0094_MARKER: DD = SURVEY DISK
 ES0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0094_SP_SET: BRIDGE
 ES0094_STAMPING: 5310.88 2163+23 1954
 ES0094_MARK LOGO: AZHD  
 ES0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0094
 ES0094  HISTORY     - Date     Condition        Report By
 ES0094  HISTORY     - 1954     MONUMENTED       AZHD
 ES0094  HISTORY     - 1959     GOOD             NGS
 ES0094  HISTORY     - 1983     GOOD             NGS
 ES0094
 ES0094                          STATION DESCRIPTION
 ES0094
 ES0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0094'9.7 MI NE FROM HOLBROOK.
 ES0094'9.7 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0094'HOLBROOK, NAVAJO COUNTY, 2.8 MILES EAST OF THE INDIAN WELLS-KEAMS
 ES0094'CANYON ROAD, 0.2 MILE WEST OF MILEPOST 316, 24 FEET NORTH OF THE
 ES0094'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF
 ES0094'THE NORTH HEADWALL OF A 24-FOOT CONCRETE BRIDGE THAT IS USED AS A
 ES0094'STOCK UNDERPASS.
 ES0094
 ES0094                          STATION RECOVERY (1983)
 ES0094
 ES0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0094'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLOWS.  14.0 KM (8.7 MI)
 ES0094'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0094'NAVAJO BOULEVARD IN HOLBROOK, 0.7 KM (0.45 MI) WEST OF MILEPOST 296,
 ES0094'IN THE CENTER OF THE NORTH HEADWALL OF A MULTI-BOX CULVERT UNDER THE
 ES0094'WEST BOUND LANES OF THE HIGHWAY AND 7.3 METERS (24.0 FT) NORTH OF THE
 ES0094'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 ES0094'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0801 ***********************************************************************
 FQ0801  DESIGNATION -  5314.54
 FQ0801  PID         -  FQ0801
 FQ0801  STATE/COUNTY-  AZ/NAVAJO
 FQ0801  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0801
 FQ0801                         *CURRENT SURVEY CONTROL
 FQ0801  ___________________________________________________________________
 FQ0801* NAD 83(1986)-  35 01 42.     (N)    110 05 25.     (W)     SCALED    
 FQ0801* NAVD 88     -      1620.972  (meters)    5318.14   (feet)  ADJUSTED  
 FQ0801  ___________________________________________________________________
 FQ0801  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0801  DYNAMIC HT  -        1618.753 (meters)    5310.86  (feet)  COMP
 FQ0801  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 FQ0801
 FQ0801  VERT ORDER  -  THIRD
 FQ0801
 FQ0801.The horizontal coordinates were scaled from a topographic map and have
 FQ0801.an estimated accuracy of +/- 6 seconds.
 FQ0801
 FQ0801.The orthometric height was determined by differential leveling
 FQ0801.and adjusted in June 1991.
 FQ0801
 FQ0801.The geoid height was determined by GEOID03.
 FQ0801
 FQ0801.The dynamic height is computed by dividing the NAVD 88
 FQ0801.geopotential number by the normal gravity value computed on the
 FQ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0801.degrees latitude (g = 980.6199 gals.).
 FQ0801
 FQ0801.The modeled gravity was interpolated from observed gravity values.
 FQ0801
 FQ0801;                    North         East    Units  Estimated Accuracy
 FQ0801;SPC AZ E     -   446,720.      220,330.      MT  (+/- 180 meters Scaled)
 FQ0801
 FQ0801                          SUPERSEDED SURVEY CONTROL
 FQ0801
 FQ0801  NGVD 29 (??/??/92) 1620.14   (m)         5315.4    (f) COMPUTED    3 0
 FQ0801
 FQ0801.Superseded values are not recommended for survey control.
 FQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0801.See file dsdata.txt to determine how the superseded data were derived.
 FQ0801
 FQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD829765(NAD 83)
 FQ0801_MARKER: DB = BENCH MARK DISK
 FQ0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0801_SP_SET: CONCRETE HEADWALL
 FQ0801_STAMPING: 5214.54
 FQ0801_MARK LOGO: AZHD  
 FQ0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0801+STABILITY: SURFACE MOTION
 FQ0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0801+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1970
 FQ0801
 FQ0801  HISTORY     - Date     Condition        Report By
 FQ0801  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0801  HISTORY     - 19700320 GOOD             USGS
 FQ0801
 FQ0801                          STATION DESCRIPTION
 FQ0801
 FQ0801'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0801'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0801'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 3.9 MILES NORTH ALONG STATE
 FQ0801'HIGHWAY 77, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0801'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0313 ***********************************************************************
 ER0313  DESIGNATION -  5318.90
 ER0313  PID         -  ER0313
 ER0313  STATE/COUNTY-  AZ/NAVAJO
 ER0313  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0313
 ER0313                         *CURRENT SURVEY CONTROL
 ER0313  ___________________________________________________________________
 ER0313* NAD 83(1986)-  34 59 27.     (N)    109 59 55.     (W)     SCALED    
 ER0313* NAVD 88     -      1622.509  (meters)    5323.18   (feet)  ADJUSTED  
 ER0313  ___________________________________________________________________
 ER0313  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 ER0313  DYNAMIC HT  -        1620.269 (meters)    5315.83  (feet)  COMP
 ER0313  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 ER0313
 ER0313  VERT ORDER  -  FIRST     CLASS II
 ER0313
 ER0313.The horizontal coordinates were scaled from a topographic map and have
 ER0313.an estimated accuracy of +/- 6 seconds.
 ER0313
 ER0313.The orthometric height was determined by differential leveling
 ER0313.and adjusted in June 1991.
 ER0313.WARNING-Repeat measurements at this control monument indicate possible
 ER0313.vertical movement.
 ER0313
 ER0313.The geoid height was determined by GEOID03.
 ER0313
 ER0313.The dynamic height is computed by dividing the NAVD 88
 ER0313.geopotential number by the normal gravity value computed on the
 ER0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0313.degrees latitude (g = 980.6199 gals.).
 ER0313
 ER0313.The modeled gravity was interpolated from observed gravity values.
 ER0313
 ER0313;                    North         East    Units  Estimated Accuracy
 ER0313;SPC AZ E     -   442,570.      228,700.      MT  (+/- 180 meters Scaled)
 ER0313
 ER0313                          SUPERSEDED SURVEY CONTROL
 ER0313
 ER0313  NGVD 29 (??/??/92) 1621.444  (m)         5319.69   (f) ADJ UNCH    1 2
 ER0313
 ER0313.Superseded values are not recommended for survey control.
 ER0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0313.See file dsdata.txt to determine how the superseded data were derived.
 ER0313
 ER0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD913724(NAD 83)
 ER0313_MARKER: DD = SURVEY DISK
 ER0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0313_SP_SET: UNDER PASS
 ER0313_STAMPING: 5318.90 2294
 ER0313_MARK LOGO: AZHD  
 ER0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0313
 ER0313  HISTORY     - Date     Condition        Report By
 ER0313  HISTORY     - UNK      MONUMENTED       AZHD
 ER0313  HISTORY     - 1959     GOOD             NGS
 ER0313  HISTORY     - 1983     GOOD             NGS
 ER0313
 ER0313                          STATION DESCRIPTION
 ER0313
 ER0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0313'12.0 MI E FROM HOLBROOK.
 ER0313'12.2 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0313'AT HOLBROOK, 27 FEET NORTH OF THE CENTER OF THE EASTBOUND TRAFFIC
 ER0313'LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 ER0313'STRUCTURE THAT IS USED AS AN UNDERPASS, AND ABOUT 2 FEET HIGHER THAN
 ER0313'THE HIGHWAY.
 ER0313
 ER0313                          STATION RECOVERY (1983)
 ER0313
 ER0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0313'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  18.0 KM (11.2
 ER0313'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0313'NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF THE NORTH HEADWALL OF A
 ER0313'BOX CULVERT UNDER THE EAST BOUND LANES OF THE HIGHWAY AND 8.2 METERS
 ER0313'(26.9 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 ER0313'HIGHWAY.  NOTE=THE 1958 DESCRIPTION STATES THAT THE DISK IS STAMPED
 ER0313'5318.90 2294, BUT IS STAMPED AS ABOVE.
 ER0313'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0554 ***********************************************************************
 ES0554  DESIGNATION -  5325.34
 ES0554  PID         -  ES0554
 ES0554  STATE/COUNTY-  AZ/YAVAPAI
 ES0554  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0554
 ES0554                         *CURRENT SURVEY CONTROL
 ES0554  ___________________________________________________________________
 ES0554* NAD 83(1986)-  34 45 50.     (N)    111 39 23.     (W)     SCALED    
 ES0554* NAVD 88     -      1623.877  (meters)    5327.67   (feet)  ADJUSTED  
 ES0554  ___________________________________________________________________
 ES0554  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0554  DYNAMIC HT  -        1621.692 (meters)    5320.50  (feet)  COMP
 ES0554  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 ES0554
 ES0554  VERT ORDER  -  SECOND    CLASS 0
 ES0554
 ES0554.The horizontal coordinates were scaled from a topographic map and have
 ES0554.an estimated accuracy of +/- 6 seconds.
 ES0554
 ES0554.The orthometric height was determined by differential leveling
 ES0554.and adjusted in June 1991.
 ES0554
 ES0554.The geoid height was determined by GEOID03.
 ES0554
 ES0554.The dynamic height is computed by dividing the NAVD 88
 ES0554.geopotential number by the normal gravity value computed on the
 ES0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0554.degrees latitude (g = 980.6199 gals.).
 ES0554
 ES0554.The modeled gravity was interpolated from observed gravity values.
 ES0554
 ES0554;                    North         East    Units  Estimated Accuracy
 ES0554;SPC AZ C     -   417,410.      237,190.      MT  (+/- 180 meters Scaled)
 ES0554
 ES0554                          SUPERSEDED SURVEY CONTROL
 ES0554
 ES0554  NGVD 29 (??/??/92) 1623.038  (m)         5324.92   (f) ADJ UNCH    2 0
 ES0554
 ES0554.Superseded values are not recommended for survey control.
 ES0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0554.See file dsdata.txt to determine how the superseded data were derived.
 ES0554
 ES0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD399470(NAD 83)
 ES0554_MARKER: DD = SURVEY DISK
 ES0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0554_SP_SET: BRIDGE
 ES0554_STAMPING: 5325.34 5581X00 1959
 ES0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0554
 ES0554  HISTORY     - Date     Condition        Report By
 ES0554  HISTORY     - 1959     MONUMENTED       AZHD
 ES0554  HISTORY     - 1959     GOOD             NGS
 ES0554
 ES0554                          STATION DESCRIPTION
 ES0554
 ES0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0554'33.0 MI S FROM FLAGSTAFF.
 ES0554'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0554'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0554'THENCE 32.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 23 FEET EAST OF
 ES0554'THE NORTH-BOUND LANE, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A
 ES0554'30 FOOT CONCRETE BRIDGE THAT IS AN OVERPASS FOR A DIRT ROAD LEADING
 ES0554'EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0505 ***********************************************************************
 FS0505  DESIGNATION -  534+60
 FS0505  PID         -  FS0505
 FS0505  STATE/COUNTY-  AZ/MOHAVE
 FS0505  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0505
 FS0505                         *CURRENT SURVEY CONTROL
 FS0505  ___________________________________________________________________
 FS0505* NAD 83(1986)-  35 29 39.     (N)    114 19 42.     (W)     SCALED    
 FS0505* NAVD 88     -       953.990  (meters)    3129.88   (feet)  POSTED    
 FS0505  ___________________________________________________________________
 FS0505  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0505  DYNAMIC HT  -         952.890 (meters)    3126.27  (feet)  COMP
 FS0505  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 FS0505
 FS0505  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0505
 FS0505.The horizontal coordinates were scaled from a topographic map and have
 FS0505.an estimated accuracy of +/- 6 seconds.
 FS0505
 FS0505.The orthometric height was determined by differential leveling
 FS0505.and adjusted by the  in 1992.
 FS0505.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0505.rate of 2.1 thru 3.0 mm/km.
 FS0505
 FS0505.The geoid height was determined by GEOID03.
 FS0505
 FS0505.The dynamic height is computed by dividing the NAVD 88
 FS0505.geopotential number by the normal gravity value computed on the
 FS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0505.degrees latitude (g = 980.6199 gals.).
 FS0505
 FS0505.The modeled gravity was interpolated from observed gravity values.
 FS0505
 FS0505;                    North         East    Units  Estimated Accuracy
 FS0505;SPC AZ W     -   498,560.      160,890.      MT  (+/- 180 meters Scaled)
 FS0505
 FS0505                          SUPERSEDED SURVEY CONTROL
 FS0505
 FS0505  NGVD 29 (??/??/92)  953.196  (m)         3127.28   (f) ADJ UNCH    1 1
 FS0505
 FS0505.Superseded values are not recommended for survey control.
 FS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0505.See file dsdata.txt to determine how the superseded data were derived.
 FS0505
 FS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV423311(NAD 83)
 FS0505_MARKER: DD = SURVEY DISK
 FS0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0505_SP_SET: CULVERT
 FS0505_STAMPING: 534+60 3127-93 1935
 FS0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0505
 FS0505  HISTORY     - Date     Condition        Report By
 FS0505  HISTORY     - 1935     MONUMENTED       AZHD
 FS0505  HISTORY     - 1949     GOOD             NGS
 FS0505
 FS0505                          STATION DESCRIPTION
 FS0505
 FS0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0505'7.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0505'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0505'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 173 FEET SOUTHEAST OF
 FS0505'MILEPOST 45, AT A 30-INCH CORRUGATED METAL PIPE CULVERT, IN THE
 FS0505'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD
 FS0505'WALL, 15 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0505'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0066 ***********************************************************************
 ET0066  DESIGNATION -  5346
 ET0066  PID         -  ET0066
 ET0066  STATE/COUNTY-  AZ/YAVAPAI
 ET0066  USGS QUAD   -  PRESCOTT (1973)
 ET0066
 ET0066                         *CURRENT SURVEY CONTROL
 ET0066  ___________________________________________________________________
 ET0066* NAD 83(1986)-  34 32 29.     (N)    112 28 10.     (W)     SCALED    
 ET0066* NAVD 88     -      1632.910  (meters)    5357.31   (feet)  POSTED    
 ET0066  ___________________________________________________________________
 ET0066  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0066  DYNAMIC HT  -        1630.670 (meters)    5349.96  (feet)  COMP
 ET0066  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 ET0066
 ET0066  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0066
 ET0066.The horizontal coordinates were scaled from a topographic map and have
 ET0066.an estimated accuracy of +/- 6 seconds.
 ET0066
 ET0066.The orthometric height was determined by differential leveling
 ET0066.and adjusted in November 2005.
 ET0066.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0066.rate of 3.1 thru 4.0 mm/km.
 ET0066
 ET0066.The geoid height was determined by GEOID03.
 ET0066
 ET0066.The dynamic height is computed by dividing the NAVD 88
 ET0066.geopotential number by the normal gravity value computed on the
 ET0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0066.degrees latitude (g = 980.6199 gals.).
 ET0066
 ET0066.The modeled gravity was interpolated from observed gravity values.
 ET0066
 ET0066;                    North         East    Units  Estimated Accuracy
 ET0066;SPC AZ C     -   392,840.      162,620.      MT  (+/- 180 meters Scaled)
 ET0066
 ET0066                          SUPERSEDED SURVEY CONTROL
 ET0066
 ET0066  NGVD 29 (??/??/92) 1632.064  (m)         5354.53   (f) ADJ UNCH    1 2
 ET0066
 ET0066.Superseded values are not recommended for survey control.
 ET0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0066.See file dsdata.txt to determine how the superseded data were derived.
 ET0066
 ET0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD651231(NAD 83)
 ET0066_MARKER: P = PIPE CAP
 ET0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0066+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 ET0066
 ET0066  HISTORY     - Date     Condition        Report By
 ET0066  HISTORY     - UNK      MONUMENTED       USGS
 ET0066  HISTORY     - 1933     GOOD             NGS
 ET0066  HISTORY     - 19970628 GOOD             USPSQD
 ET0066  HISTORY     - 20010511 GOOD             NGS
 ET0066  HISTORY     - 20010806 GOOD             NGS
 ET0066  HISTORY     - 20050423 GOOD             USPSQD
 ET0066
 ET0066                          STATION DESCRIPTION
 ET0066
 ET0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0066'IN PRESCOTT.
 ET0066'YAVAPAI COUNTY COURT-HOUSE GROUNDS, IRON PIPE PROJECTING 6 INCHES
 ET0066'ABOVE REAR CONCRETE BASE OF BUCKY ONEILL STATUE.
 ET0066
 ET0066                          STATION RECOVERY (1997)
 ET0066
 ET0066'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0066'RECOVERED IN GOOD CONDITION.
 ET0066
 ET0066                          STATION RECOVERY (2001)
 ET0066
 ET0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0066'RECOVERED IN GOOD CONDITION.
 ET0066
 ET0066                          STATION RECOVERY (2001)
 ET0066
 ET0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0066
 ET0066                          STATION RECOVERY (2005)
 ET0066
 ET0066'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0066'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0803 ***********************************************************************
 FQ0803  DESIGNATION -  5355.50
 FQ0803  PID         -  FQ0803
 FQ0803  STATE/COUNTY-  AZ/NAVAJO
 FQ0803  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0803
 FQ0803                         *CURRENT SURVEY CONTROL
 FQ0803  ___________________________________________________________________
 FQ0803* NAD 83(1986)-  35 00 14.     (N)    110 05 21.     (W)     SCALED    
 FQ0803* NAVD 88     -      1633.461  (meters)    5359.11   (feet)  ADJUSTED  
 FQ0803  ___________________________________________________________________
 FQ0803  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FQ0803  DYNAMIC HT  -        1631.219 (meters)    5351.76  (feet)  COMP
 FQ0803  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 FQ0803
 FQ0803  VERT ORDER  -  THIRD
 FQ0803
 FQ0803.The horizontal coordinates were scaled from a topographic map and have
 FQ0803.an estimated accuracy of +/- 6 seconds.
 FQ0803
 FQ0803.The orthometric height was determined by differential leveling
 FQ0803.and adjusted in June 1991.
 FQ0803
 FQ0803.The geoid height was determined by GEOID03.
 FQ0803
 FQ0803.The dynamic height is computed by dividing the NAVD 88
 FQ0803.geopotential number by the normal gravity value computed on the
 FQ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0803.degrees latitude (g = 980.6199 gals.).
 FQ0803
 FQ0803.The modeled gravity was interpolated from observed gravity values.
 FQ0803
 FQ0803;                    North         East    Units  Estimated Accuracy
 FQ0803;SPC AZ E     -   444,010.      220,430.      MT  (+/- 180 meters Scaled)
 FQ0803
 FQ0803                          SUPERSEDED SURVEY CONTROL
 FQ0803
 FQ0803  NGVD 29 (??/??/92) 1632.62   (m)         5356.4    (f) COMPUTED    3 0
 FQ0803
 FQ0803.Superseded values are not recommended for survey control.
 FQ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0803.See file dsdata.txt to determine how the superseded data were derived.
 FQ0803
 FQ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD831738(NAD 83)
 FQ0803_MARKER: DB = BENCH MARK DISK
 FQ0803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0803_SP_SET: CONCRETE HEADWALL
 FQ0803_STAMPING: 5355.50
 FQ0803_MARK LOGO: AZHD  
 FQ0803_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0803+STABILITY: SURFACE MOTION
 FQ0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0803+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1970
 FQ0803
 FQ0803  HISTORY     - Date     Condition        Report By
 FQ0803  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0803  HISTORY     - 19700320 GOOD             USGS
 FQ0803
 FQ0803                          STATION DESCRIPTION
 FQ0803
 FQ0803'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0803'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0803'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 2.3 MILES NORTH ALONG STATE
 FQ0803'HIGHWAY 77, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0803'CENTER OF A CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0383 ***********************************************************************
 FR0383  DESIGNATION -  5379.46
 FR0383  PID         -  FR0383
 FR0383  STATE/COUNTY-  AZ/YAVAPAI
 FR0383  USGS QUAD   -  NELSON (1967)
 FR0383
 FR0383                         *CURRENT SURVEY CONTROL
 FR0383  ___________________________________________________________________
 FR0383* NAD 83(1986)-  35 30 48.     (N)    113 15 47.     (W)     SCALED    
 FR0383* NAVD 88     -      1632.502  (meters)    5355.97   (feet)  POSTED    
 FR0383  ___________________________________________________________________
 FR0383  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FR0383  DYNAMIC HT  -        1630.380 (meters)    5349.01  (feet)  COMP
 FR0383  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 FR0383
 FR0383  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0383
 FR0383.The horizontal coordinates were scaled from a topographic map and have
 FR0383.an estimated accuracy of +/- 6 seconds.
 FR0383
 FR0383.The orthometric height was determined by differential leveling
 FR0383.and adjusted by the  in 1992.
 FR0383.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0383.rate of 2.1 thru 3.0 mm/km.
 FR0383
 FR0383.The geoid height was determined by GEOID03.
 FR0383
 FR0383.The dynamic height is computed by dividing the NAVD 88
 FR0383.geopotential number by the normal gravity value computed on the
 FR0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0383.degrees latitude (g = 980.6199 gals.).
 FR0383
 FR0383.The modeled gravity was interpolated from observed gravity values.
 FR0383
 FR0383;                    North         East    Units  Estimated Accuracy
 FR0383;SPC AZ C     -   501,350.       91,230.      MT  (+/- 180 meters Scaled)
 FR0383
 FR0383                          SUPERSEDED SURVEY CONTROL
 FR0383
 FR0383  NGVD 29 (??/??/92) 1631.456  (m)         5352.54   (f) ADJ UNCH    2 0
 FR0383
 FR0383.Superseded values are not recommended for survey control.
 FR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0383.See file dsdata.txt to determine how the superseded data were derived.
 FR0383
 FR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE947323(NAD 83)
 FR0383_MARKER: Q = CHISELED SQUARE
 FR0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0383_SP_SET: ABUTMENT
 FR0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0383
 FR0383  HISTORY     - Date     Condition        Report By
 FR0383  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0383  HISTORY     - 1955     GOOD             NGS
 FR0383
 FR0383                          STATION DESCRIPTION
 FR0383
 FR0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0383'4 MI W FROM YAMPAI.
 FR0383'4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0383'YAMPAI, YAVAPAI COUNTY, 1-1/2 POLES WEST OF MILEPOST 456, AT BRIDGE A
 FR0383'457, AND ON THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST ABUTMENT.
 FR0383'A WHITE PAINTED SQUARE, MARKED B.M. 5379.46.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0514 ***********************************************************************
 ES0514  DESIGNATION -  5385.0
 ES0514  PID         -  ES0514
 ES0514  STATE/COUNTY-  AZ/COCONINO
 ES0514  USGS QUAD   -  MUNDS PARK (1974)
 ES0514
 ES0514                         *CURRENT SURVEY CONTROL
 ES0514  ___________________________________________________________________
 ES0514* NAD 83(1986)-  34 59 38.     (N)    111 44 14.     (W)     SCALED    
 ES0514* NAVD 88     -      1642.52   (+/-2cm)    5388.8    (feet)  VERTCON   
 ES0514  ___________________________________________________________________
 ES0514  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 ES0514  VERT ORDER  -  ? (See Below)
 ES0514
 ES0514.The horizontal coordinates were scaled from a topographic map and have
 ES0514.an estimated accuracy of +/- 6 seconds.
 ES0514
 ES0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0514.The vertical order pertains to the NGVD 29 superseded value.
 ES0514
 ES0514.The geoid height was determined by GEOID03.
 ES0514
 ES0514;                    North         East    Units  Estimated Accuracy
 ES0514;SPC AZ C     -   442,910.      229,740.      MT  (+/- 180 meters Scaled)
 ES0514
 ES0514                          SUPERSEDED SURVEY CONTROL
 ES0514
 ES0514  NGVD 29 (??/??/92) 1641.607  (m)         5385.84   (f) ADJ UNCH    ?  
 ES0514
 ES0514.Superseded values are not recommended for survey control.
 ES0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0514.See file dsdata.txt to determine how the superseded data were derived.
 ES0514
 ES0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327726(NAD 83)
 ES0514_MARKER: O = CHISELED CIRCLE
 ES0514_SETTING: 80 = SET IN A BOULDER
 ES0514_SP_SET: BOULDER
 ES0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0514+STABILITY: SURFACE MOTION
 ES0514
 ES0514  HISTORY     - Date     Condition        Report By
 ES0514  HISTORY     - UNK      MONUMENTED       USGS
 ES0514  HISTORY     - 1933     GOOD             NGS
 ES0514
 ES0514                          STATION DESCRIPTION
 ES0514
 ES0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0514'11.8 MI N FROM SEDONA.
 ES0514'AT SIDE OF HIGHWAY, 0.5 MILES NORTHEAST OF CALL OF THE CANYON RESORT,
 ES0514'SOUTH END OF CAMP GROUND, 30 FEET WEST OF HIGHWAY CENTER-LINE, ON
 ES0514'LARGE BOULDER PAINTED WHITE U.S.B.M. 5385.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0739 ***********************************************************************
 FR0739  DESIGNATION -  5397.19
 FR0739  PID         -  FR0739
 FR0739  STATE/COUNTY-  AZ/YAVAPAI
 FR0739  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0739
 FR0739                         *CURRENT SURVEY CONTROL
 FR0739  ___________________________________________________________________
 FR0739* NAD 83(1986)-  35 30 11.     (N)    113 10 35.     (W)     SCALED    
 FR0739* NAVD 88     -      1646.097  (meters)    5400.57   (feet)  ADJUSTED  
 FR0739  ___________________________________________________________________
 FR0739  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0739  DYNAMIC HT  -        1643.967 (meters)    5393.58  (feet)  COMP
 FR0739  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 FR0739
 FR0739  VERT ORDER  -  FIRST     CLASS II
 FR0739
 FR0739.The horizontal coordinates were scaled from a topographic map and have
 FR0739.an estimated accuracy of +/- 6 seconds.
 FR0739
 FR0739.The orthometric height was determined by differential leveling
 FR0739.and adjusted in June 1991.
 FR0739
 FR0739.The geoid height was determined by GEOID03.
 FR0739
 FR0739.The dynamic height is computed by dividing the NAVD 88
 FR0739.geopotential number by the normal gravity value computed on the
 FR0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0739.degrees latitude (g = 980.6199 gals.).
 FR0739
 FR0739.The modeled gravity was interpolated from observed gravity values.
 FR0739
 FR0739;                    North         East    Units  Estimated Accuracy
 FR0739;SPC AZ C     -   500,110.       99,080.      MT  (+/- 180 meters Scaled)
 FR0739
 FR0739                          SUPERSEDED SURVEY CONTROL
 FR0739
 FR0739.No superseded survey control is available for this station.
 FR0739
 FR0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE026310(NAD 83)
 FR0739_MARKER: DB = BENCH MARK DISK
 FR0739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0739_SP_SET: HEADWALL
 FR0739_STAMPING: 5397.19 ELEV. 1973
 FR0739_MARK LOGO: AZHD  
 FR0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0739
 FR0739  HISTORY     - Date     Condition        Report By
 FR0739  HISTORY     - 1973     MONUMENTED       AZHD
 FR0739  HISTORY     - 1982     GOOD             NGS
 FR0739
 FR0739                          STATION DESCRIPTION
 FR0739
 FR0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0739'28.3 KM (17.6 MI) EAST FROM PEACH SPRINGS.
 FR0739'28.3 KM (17.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0739'PEACH SPRINGS, 1.0 KM (0.6 MI) SOUTHEAST OF THE YAVAPAI-COCONINO
 FR0739'COUNTY LINE, AT MILEPOST 119, IN TOP OF THE CENTER OF THE NORTH
 FR0739'HEADWALL OF A 10 BY 10 FOOT CONCRETE BOX CULVERT, 9.1 METERS (30 FT)
 FR0739'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (4 FT) NORTH OF A
 FR0739'GUARD RAIL.
 FR0739'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1283 ***********************************************************************
 DU1283  DESIGNATION -  54 2335
 DU1283  PID         -  DU1283
 DU1283  STATE/COUNTY-  AZ/GILA
 DU1283  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1283
 DU1283                         *CURRENT SURVEY CONTROL
 DU1283  ___________________________________________________________________
 DU1283* NAD 83(1986)-  33 36 09.     (N)    111 01 11.     (W)     SCALED    
 DU1283* NAVD 88     -       712.470  (meters)    2337.50   (feet)  ADJUSTED  
 DU1283  ___________________________________________________________________
 DU1283  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DU1283  DYNAMIC HT  -         711.547 (meters)    2334.47  (feet)  COMP
 DU1283  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 DU1283
 DU1283  VERT ORDER  -  FIRST     CLASS II
 DU1283
 DU1283.The horizontal coordinates were scaled from a topographic map and have
 DU1283.an estimated accuracy of +/- 6 seconds.
 DU1283
 DU1283.The orthometric height was determined by differential leveling
 DU1283.and adjusted in June 1991.
 DU1283
 DU1283.The geoid height was determined by GEOID03.
 DU1283
 DU1283.The dynamic height is computed by dividing the NAVD 88
 DU1283.geopotential number by the normal gravity value computed on the
 DU1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1283.degrees latitude (g = 980.6199 gals.).
 DU1283
 DU1283.The modeled gravity was interpolated from observed gravity values.
 DU1283
 DU1283;                    North         East    Units  Estimated Accuracy
 DU1283;SPC AZ E     -   288,890.      134,190.      MT  (+/- 180 meters Scaled)
 DU1283
 DU1283                          SUPERSEDED SURVEY CONTROL
 DU1283
 DU1283.No superseded survey control is available for this station.
 DU1283
 DU1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC981180(NAD 83)
 DU1283_MARKER: DB = BENCH MARK DISK
 DU1283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1283_SP_SET: BRIDGE
 DU1283_STAMPING: 54-2335
 DU1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1283
 DU1283  HISTORY     - Date     Condition        Report By
 DU1283  HISTORY     - UNK      MONUMENTED       AZHD
 DU1283  HISTORY     - 1979     GOOD             NGS
 DU1283  HISTORY     - 19980701 GOOD             AZDT
 DU1283
 DU1283                          STATION DESCRIPTION
 DU1283
 DU1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1283'7.7 MI SE FROM ROOSEVELT.
 DU1283'7.7 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1283'THE POST OFFICE IN ROOSEVELT, SET IN THE SOUTHWEST CORNER
 DU1283'OF A BRIDGE, 22.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1283'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1283
 DU1283                          STATION RECOVERY (1998)
 DU1283
 DU1283'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1560 ***********************************************************************
 DV1560  DESIGNATION -  54 A
 DV1560  PID         -  DV1560
 DV1560  STATE/COUNTY-  AZ/MARICOPA
 DV1560  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1560
 DV1560                         *CURRENT SURVEY CONTROL
 DV1560  ___________________________________________________________________
 DV1560* NAD 83(1986)-  33 31 26.     (N)    113 05 11.     (W)     SCALED    
 DV1560* NAVD 88     -       373.99   (+/-2cm)    1227.0    (feet)  VERTCON   
 DV1560  ___________________________________________________________________
 DV1560  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1560
 DV1560.The horizontal coordinates were scaled from a topographic map and have
 DV1560.an estimated accuracy of +/- 6 seconds.
 DV1560
 DV1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1560.The vertical order pertains to the NGVD 29 superseded value.
 DV1560
 DV1560.The geoid height was determined by GEOID03.
 DV1560
 DV1560;                    North         East    Units  Estimated Accuracy
 DV1560;SPC AZ C     -   280,460.      104,700.      MT  (+/- 180 meters Scaled)
 DV1560
 DV1560                          SUPERSEDED SURVEY CONTROL
 DV1560
 DV1560  NGVD 29 (??/??/92)  373.363  (m)         1224.94   (f) ADJ UNCH    2 0
 DV1560
 DV1560.Superseded values are not recommended for survey control.
 DV1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1560.See file dsdata.txt to determine how the superseded data were derived.
 DV1560
 DV1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC062113(NAD 83)
 DV1560_MARKER: DD = SURVEY DISK
 DV1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1560_STAMPING: 54 A 1962
 DV1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1560+STABILITY: SURFACE MOTION
 DV1560
 DV1560  HISTORY     - Date     Condition        Report By
 DV1560  HISTORY     - 1962     MONUMENTED       AZHD
 DV1560
 DV1560                          STATION DESCRIPTION
 DV1560
 DV1560'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1560'9.25 MI NW FROM TOROPAH.
 DV1560'0.4 MILE EAST-SOUTHEAST OF D 415 54, AN ARIZONA HIGHWAY DEPARTMENT
 DV1560'DISK STAMPED 54 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1560'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1560'HIGHWAY 10, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1004 ***********************************************************************
 FR1004  DESIGNATION -  54 EMH
 FR1004  PID         -  FR1004
 FR1004  STATE/COUNTY-  AZ/COCONINO
 FR1004  USGS QUAD   -  CROOKTON (1973)
 FR1004
 FR1004                         *CURRENT SURVEY CONTROL
 FR1004  ___________________________________________________________________
 FR1004* NAD 83(1986)-  35 20 45.     (N)    112 38 43.     (W)     SCALED    
 FR1004* NAVD 88     -      1726.175  (meters)    5663.29   (feet)  POSTED    
 FR1004  ___________________________________________________________________
 FR1004  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 FR1004  DYNAMIC HT  -        1723.870 (meters)    5655.73  (feet)  COMP
 FR1004  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 FR1004
 FR1004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1004
 FR1004.The horizontal coordinates were scaled from a topographic map and have
 FR1004.an estimated accuracy of +/- 6 seconds.
 FR1004
 FR1004.The orthometric height was determined by differential leveling
 FR1004.and adjusted by the  in 1992.
 FR1004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1004.rate of 0.0 thru 1.0 mm/km.
 FR1004
 FR1004.The geoid height was determined by GEOID03.
 FR1004
 FR1004.The dynamic height is computed by dividing the NAVD 88
 FR1004.geopotential number by the normal gravity value computed on the
 FR1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1004.degrees latitude (g = 980.6199 gals.).
 FR1004
 FR1004.The modeled gravity was interpolated from observed gravity values.
 FR1004
 FR1004;                    North         East    Units  Estimated Accuracy
 FR1004;SPC AZ C     -   482,180.      147,130.      MT  (+/- 180 meters Scaled)
 FR1004
 FR1004                          SUPERSEDED SURVEY CONTROL
 FR1004
 FR1004  NGVD 29 (??/??/92) 1725.25   (m)         5660.3    (f) COMPUTED    2 2
 FR1004
 FR1004.Superseded values are not recommended for survey control.
 FR1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1004.See file dsdata.txt to determine how the superseded data were derived.
 FR1004
 FR1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE504126(NAD 83)
 FR1004_MARKER: DB = BENCH MARK DISK
 FR1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR1004_SP_SET: CATTLEGUARD
 FR1004_STAMPING: 54 EMH 1973 5660
 FR1004_MARK LOGO: USGS  
 FR1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1004
 FR1004  HISTORY     - Date     Condition        Report By
 FR1004  HISTORY     - 1973     MONUMENTED       USGS
 FR1004
 FR1004                          STATION DESCRIPTION
 FR1004
 FR1004'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1004'28.0 KM (17.40 MI) NE FROM SELIGMAN.
 FR1004'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1004'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1004'THENCE 5.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1004'THE AT+SF RAILROAD, 8 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2
 FR1004'FEET FROM THE EAST END OF THE SOUTH SIDEWALL OF A CATTLEGUARD, IN THE
 FR1004'CATTLEGUARD.
 FR1004'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0646 ***********************************************************************
 FP0646  DESIGNATION -  54 HLS
 FP0646  PID         -  FP0646
 FP0646  STATE/COUNTY-  AZ/APACHE
 FP0646  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0646
 FP0646                         *CURRENT SURVEY CONTROL
 FP0646  ___________________________________________________________________
 FP0646* NAD 83(1986)-  35 27 24.     (N)    109 31 18.     (W)     SCALED    
 FP0646* NAVD 88     -      1983.168  (meters)    6506.44   (feet)  ADJUSTED  
 FP0646  ___________________________________________________________________
 FP0646  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 FP0646  DYNAMIC HT  -        1980.409 (meters)    6497.39  (feet)  COMP
 FP0646  MODELED GRAV-     979,171.7   (mgal)                       NAVD 88
 FP0646
 FP0646  VERT ORDER  -  SECOND    CLASS II
 FP0646
 FP0646.The horizontal coordinates were scaled from a topographic map and have
 FP0646.an estimated accuracy of +/- 6 seconds.
 FP0646
 FP0646.The orthometric height was determined by differential leveling
 FP0646.and adjusted in June 1991.
 FP0646
 FP0646.The geoid height was determined by GEOID03.
 FP0646
 FP0646.The dynamic height is computed by dividing the NAVD 88
 FP0646.geopotential number by the normal gravity value computed on the
 FP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0646.degrees latitude (g = 980.6199 gals.).
 FP0646
 FP0646.The modeled gravity was interpolated from observed gravity values.
 FP0646
 FP0646;                    North         East    Units  Estimated Accuracy
 FP0646;SPC AZ E     -   494,430.      271,910.      MT  (+/- 180 meters Scaled)
 FP0646
 FP0646                          SUPERSEDED SURVEY CONTROL
 FP0646
 FP0646.No superseded survey control is available for this station.
 FP0646
 FP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE341246(NAD 83)
 FP0646_MARKER: DB = BENCH MARK DISK
 FP0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0646_SP_SET: COPPER-CLAD STEEL ROD
 FP0646_STAMPING: 54 HLS 1970 6503
 FP0646_MARK LOGO: USGS  
 FP0646_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0646+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0646
 FP0646  HISTORY     - Date     Condition        Report By
 FP0646  HISTORY     - 1970     MONUMENTED       USGS
 FP0646
 FP0646                          STATION DESCRIPTION
 FP0646
 FP0646'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0646'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0646'OFFICE AT GANADO, ARIZONA), PROCEED 3.2 MILES SOUTH ALONG STATE
 FP0646'HIGHWAY 63, 57 FEET EAST AND 12 FEET HIGHER THAN THE HIGHWAY, 43 FEET
 FP0646'WEST OF A FENCE, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL
 FP0646'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0799 ***********************************************************************
 CZ0799  DESIGNATION -  540+60
 CZ0799  PID         -  CZ0799
 CZ0799  STATE/COUNTY-  AZ/PIMA
 CZ0799  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0799
 CZ0799                         *CURRENT SURVEY CONTROL
 CZ0799  ___________________________________________________________________
 CZ0799* NAD 83(1986)-  32 06 24.     (N)    111 14 18.     (W)     SCALED    
 CZ0799* NAVD 88     -       754.98   (+/-2cm)    2477.0    (feet)  VERTCON   
 CZ0799  ___________________________________________________________________
 CZ0799  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0799
 CZ0799.The horizontal coordinates were scaled from a topographic map and have
 CZ0799.an estimated accuracy of +/- 6 seconds.
 CZ0799
 CZ0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0799.The vertical order pertains to the NGVD 29 superseded value.
 CZ0799
 CZ0799.The geoid height was determined by GEOID03.
 CZ0799
 CZ0799;                    North         East    Units  Estimated Accuracy
 CZ0799;SPC AZ C     -   122,900.      277,380.      MT  (+/- 180 meters Scaled)
 CZ0799
 CZ0799                          SUPERSEDED SURVEY CONTROL
 CZ0799
 CZ0799  NGVD 29 (??/??/92)  754.291  (m)         2474.70   (f) ADJ UNCH    2 0
 CZ0799
 CZ0799.Superseded values are not recommended for survey control.
 CZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0799.See file dsdata.txt to determine how the superseded data were derived.
 CZ0799
 CZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA775522(NAD 83)
 CZ0799_MARKER: DD = SURVEY DISK
 CZ0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0799_SP_SET: CULVERT
 CZ0799_STAMPING: 540+60 2475.61
 CZ0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0799
 CZ0799  HISTORY     - Date     Condition        Report By
 CZ0799  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0799  HISTORY     - 1951     GOOD             NGS
 CZ0799
 CZ0799                          STATION DESCRIPTION
 CZ0799
 CZ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0799'17.2 MI SW FROM TUCSON.
 CZ0799'17.2 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0799'STATE HIGHWAY 86, SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0799'HEADWALL OF A 6 BY 16 FOOT CONCRETE CULVERT, 11 YARDS SOUTHEAST OF A
 CZ0799'TELEPHONE LINE, 14 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0799'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0808 ***********************************************************************
 FQ0808  DESIGNATION -  5402
 FQ0808  PID         -  FQ0808
 FQ0808  STATE/COUNTY-  AZ/COCONINO
 FQ0808  USGS QUAD   -  WUPATKI SW (1969)
 FQ0808
 FQ0808                         *CURRENT SURVEY CONTROL
 FQ0808  ___________________________________________________________________
 FQ0808* NAD 83(1986)-  35 34 06.     (N)    111 28 16.     (W)     SCALED    
 FQ0808* NAVD 88     -      1647.669  (meters)    5405.73   (feet)  POSTED    
 FQ0808  ___________________________________________________________________
 FQ0808  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FQ0808  DYNAMIC HT  -        1645.540 (meters)    5398.74  (feet)  COMP
 FQ0808  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 FQ0808
 FQ0808  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0808
 FQ0808.The horizontal coordinates were scaled from a topographic map and have
 FQ0808.an estimated accuracy of +/- 6 seconds.
 FQ0808
 FQ0808.The orthometric height was determined by differential leveling
 FQ0808.and adjusted by the  in 1992.
 FQ0808.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0808.rate of 0.0 thru 1.0 mm/km.
 FQ0808
 FQ0808.The geoid height was determined by GEOID03.
 FQ0808
 FQ0808.The dynamic height is computed by dividing the NAVD 88
 FQ0808.geopotential number by the normal gravity value computed on the
 FQ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0808.degrees latitude (g = 980.6199 gals.).
 FQ0808
 FQ0808.The modeled gravity was interpolated from observed gravity values.
 FQ0808
 FQ0808;                    North         East    Units  Estimated Accuracy
 FQ0808;SPC AZ C     -   506,710.      253,750.      MT  (+/- 180 meters Scaled)
 FQ0808
 FQ0808                          SUPERSEDED SURVEY CONTROL
 FQ0808
 FQ0808  NGVD 29 (??/??/92) 1646.78   (m)         5402.8    (f) COMPUTED    2 2
 FQ0808
 FQ0808.Superseded values are not recommended for survey control.
 FQ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0808.See file dsdata.txt to determine how the superseded data were derived.
 FQ0808
 FQ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE573361(NAD 83)
 FQ0808_MARKER: DD = SURVEY DISK
 FQ0808_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FQ0808_SP_SET: CLAY TILE IN EARTH
 FQ0808_STAMPING: 5402.46
 FQ0808_MARK LOGO: NPS   
 FQ0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0808+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1968
 FQ0808
 FQ0808  HISTORY     - Date     Condition        Report By
 FQ0808  HISTORY     - UNK      MONUMENTED       NPS
 FQ0808  HISTORY     - 19680416 GOOD             USGS
 FQ0808
 FQ0808                          STATION DESCRIPTION
 FQ0808
 FQ0808'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0808'FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
 FQ0808'SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
 FQ0808'U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
 FQ0808'NATIONAL MONUMENT, THENCE 4.2 MILES EAST ALONG THE MONUMENT ROAD,
 FQ0808'ABOUT 0.1 MILE NORTHWEST OF A TURNOUT AT AN INDIAN RUIN, 20 FEET
 FQ0808'SOUTHWEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1027 ***********************************************************************
 ES1027  DESIGNATION -  5408 VA
 ES1027  PID         -  ES1027
 ES1027  STATE/COUNTY-  AZ/YAVAPAI
 ES1027  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1027
 ES1027                         *CURRENT SURVEY CONTROL
 ES1027  ___________________________________________________________________
 ES1027* NAD 83(1992)-  34 32 49.43990(N)    111 56 29.38185(W)     ADJUSTED  
 ES1027* NAVD 88     -      1649.     (meters)    5410.     (feet)  SCALED    
 ES1027  ___________________________________________________________________
 ES1027  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 ES1027  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 ES1027  HORZ ORDER  -  SECOND
 ES1027
 ES1027.The horizontal coordinates were established by classical geodetic methods
 ES1027.and adjusted by the National Geodetic Survey in August 1993.
 ES1027
 ES1027.The orthometric height was scaled from a topographic map.
 ES1027
 ES1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1027
 ES1027.The geoid height was determined by GEOID03.
 ES1027
 ES1027;                    North         East     Units Scale Factor Converg.
 ES1027;SPC AZ C     -   393,332.708   211,081.280   MT  0.99990006   -0 00 50.7
 ES1027;SPC AZ C     - 1,290,461.64    692,523.88   iFT  0.99990006   -0 00 50.7
 ES1027;UTM  12      - 3,823,218.858   413,614.913   MT  0.99969198   -0 32 02.2
 ES1027
 ES1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1027!SPC AZ C     -   0.99974533  x   0.99990006  =   0.99964541
 ES1027!UTM  12      -   0.99974533  x   0.99969198  =   0.99943738
 ES1027
 ES1027                          SUPERSEDED SURVEY CONTROL
 ES1027
 ES1027  NAD 83(1986)-  34 32 49.43515(N)    111 56 29.37985(W) AD(       ) 2
 ES1027  NAD 27      -  34 32 49.34120(N)    111 56 26.82860(W) AD(       ) 2
 ES1027
 ES1027.Superseded values are not recommended for survey control.
 ES1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1027.See file dsdata.txt to determine how the superseded data were derived.
 ES1027
 ES1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1361523219(NAD 83)
 ES1027_MARKER: DD = SURVEY DISK
 ES1027_SETTING: 80 = SET IN A BOULDER
 ES1027_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1027
 ES1027  HISTORY     - Date     Condition        Report By
 ES1027  HISTORY     - 1959     MONUMENTED       USGS
 ES1027
 ES1027                          STATION DESCRIPTION
 ES1027
 ES1027'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 ES1027'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ES1027'279 AND 79, GO IN A SOUTHWESTERLY DIRECTION ON STATE HIGHWAY 79
 ES1027'FOR 7.15 MILES TO A GATE ON THE RIGHT, NORTH.  PASS THROUGH THE
 ES1027'GATE AND FOLLOW A TRACK ROAD NORTH 0.1 MILE TO A Y FORK.  TAKE THE
 ES1027'RIGHT FORK AND FOLLOW THE TRACK ROAD NORTHEAST FOR 1.65 MILES
 ES1027'TO AN EARTH RESERVOIR.  TURN LEFT AROUND THE RESERVOIR, THEN
 ES1027'RIGHT UPHILL ON A ROUGH BLADED ROAD FOR 0.4 MILE TO THE TOP OF
 ES1027'THE RIDGE, HERE TURN LEFT, EAST, FOR 0.2 MILE, THEN PICK WAY
 ES1027'THROUGH THE ROCKS AS FAR AS POSSIBLE, THEN PACK TO THE
 ES1027'HIGHEST POINT AND STATION.  ABOUT A 15 MINUTE PACK.
 ES1027'
 ES1027'A STANDARD USGS BENCH MARK, STAMPED 5408 VA,
 ES1027'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH AND IS 5 FEET
 ES1027'EAST OF A JUNIPER TREE, BENEATH THE LOW HANGING BRANCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0181 ***********************************************************************
 ER0181  DESIGNATION -  541+00
 ER0181  PID         -  ER0181
 ER0181  STATE/COUNTY-  AZ/APACHE
 ER0181  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0181
 ER0181                         *CURRENT SURVEY CONTROL
 ER0181  ___________________________________________________________________
 ER0181* NAD 83(1986)-  34 30 34.     (N)    109 26 24.     (W)     SCALED    
 ER0181* NAVD 88     -      1743.681  (meters)    5720.73   (feet)  ADJUSTED  
 ER0181  ___________________________________________________________________
 ER0181  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ER0181  DYNAMIC HT  -        1741.197 (meters)    5712.58  (feet)  COMP
 ER0181  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 ER0181
 ER0181  VERT ORDER  -  SECOND    CLASS 0
 ER0181
 ER0181.The horizontal coordinates were scaled from a topographic map and have
 ER0181.an estimated accuracy of +/- 6 seconds.
 ER0181
 ER0181.The orthometric height was determined by differential leveling
 ER0181.and adjusted in June 1991.
 ER0181
 ER0181.The geoid height was determined by GEOID03.
 ER0181
 ER0181.The dynamic height is computed by dividing the NAVD 88
 ER0181.geopotential number by the normal gravity value computed on the
 ER0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0181.degrees latitude (g = 980.6199 gals.).
 ER0181
 ER0181.The modeled gravity was interpolated from observed gravity values.
 ER0181
 ER0181;                    North         East    Units  Estimated Accuracy
 ER0181;SPC AZ E     -   389,400.      280,080.      MT  (+/- 180 meters Scaled)
 ER0181
 ER0181                          SUPERSEDED SURVEY CONTROL
 ER0181
 ER0181  NGVD 29 (??/??/92) 1742.856  (m)         5718.02   (f) ADJ UNCH    2 0
 ER0181
 ER0181.Superseded values are not recommended for survey control.
 ER0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0181.See file dsdata.txt to determine how the superseded data were derived.
 ER0181
 ER0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD432197(NAD 83)
 ER0181_MARKER: DD = SURVEY DISK
 ER0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0181_STAMPING: STA 541+00 1932
 ER0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0181+STABILITY: SURFACE MOTION
 ER0181
 ER0181  HISTORY     - Date     Condition        Report By
 ER0181  HISTORY     - 1932     MONUMENTED       AZHD
 ER0181
 ER0181                          STATION DESCRIPTION
 ER0181
 ER0181'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1932
 ER0181'4.4 MI W FROM ST JOHNS.
 ER0181'4.4 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE HIGH SCHOOL AT ST.
 ER0181'JOHNS, APACHE COUNTY, 59 FEET NORTHWEST OF THE CENTERLINE OF THE WEST
 ER0181'APPROACH TO A BRIDGE OVER A SANDY WASH, 51 FEET NORTH OF THE
 ER0181'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A RIGHT-OF-WAY CORNER
 ER0181'FENCE POST.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 ER0181'STAMPED STA 541+00 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0504 ***********************************************************************
 FS0504  DESIGNATION -  541+20
 FS0504  PID         -  FS0504
 FS0504  STATE/COUNTY-  AZ/MOHAVE
 FS0504  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0504
 FS0504                         *CURRENT SURVEY CONTROL
 FS0504  ___________________________________________________________________
 FS0504* NAD 83(1986)-  35 29 44.     (N)    114 19 35.     (W)     SCALED    
 FS0504* NAVD 88     -       951.685  (meters)    3122.32   (feet)  POSTED    
 FS0504  ___________________________________________________________________
 FS0504  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0504  DYNAMIC HT  -         950.590 (meters)    3118.73  (feet)  COMP
 FS0504  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 FS0504
 FS0504  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0504
 FS0504.The horizontal coordinates were scaled from a topographic map and have
 FS0504.an estimated accuracy of +/- 6 seconds.
 FS0504
 FS0504.The orthometric height was determined by differential leveling
 FS0504.and adjusted by the  in 1992.
 FS0504.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0504.rate of 2.1 thru 3.0 mm/km.
 FS0504
 FS0504.The geoid height was determined by GEOID03.
 FS0504
 FS0504.The dynamic height is computed by dividing the NAVD 88
 FS0504.geopotential number by the normal gravity value computed on the
 FS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0504.degrees latitude (g = 980.6199 gals.).
 FS0504
 FS0504.The modeled gravity was interpolated from observed gravity values.
 FS0504
 FS0504;                    North         East    Units  Estimated Accuracy
 FS0504;SPC AZ W     -   498,720.      161,070.      MT  (+/- 180 meters Scaled)
 FS0504
 FS0504                          SUPERSEDED SURVEY CONTROL
 FS0504
 FS0504  NGVD 29 (??/??/92)  950.891  (m)         3119.71   (f) ADJ UNCH    1 1
 FS0504
 FS0504.Superseded values are not recommended for survey control.
 FS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0504.See file dsdata.txt to determine how the superseded data were derived.
 FS0504
 FS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV425312(NAD 83)
 FS0504_MARKER: DD = SURVEY DISK
 FS0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0504_SP_SET: CULVERT
 FS0504_STAMPING: 541+20 3120-34 1935
 FS0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0504
 FS0504  HISTORY     - Date     Condition        Report By
 FS0504  HISTORY     - 1935     MONUMENTED       AZHD
 FS0504  HISTORY     - 1949     GOOD             NGS
 FS0504
 FS0504                          STATION DESCRIPTION
 FS0504
 FS0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0504'7.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0504'7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0504'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST
 FS0504'OF MILEPOST 45, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE
 FS0504'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14 1/2
 FS0504'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0504'FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0185 ***********************************************************************
 GP0185  DESIGNATION -  5418.30
 GP0185  PID         -  GP0185
 GP0185  STATE/COUNTY-  AZ/COCONINO
 GP0185  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0185
 GP0185                         *CURRENT SURVEY CONTROL
 GP0185  ___________________________________________________________________
 GP0185* NAD 83(1986)-  36 31 38.     (N)    111 36 15.     (W)     SCALED    
 GP0185* NAVD 88     -      1652.551  (meters)    5421.74   (feet)  ADJUSTED  
 GP0185  ___________________________________________________________________
 GP0185  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0185  DYNAMIC HT  -        1650.510 (meters)    5415.05  (feet)  COMP
 GP0185  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 GP0185
 GP0185  VERT ORDER  -  FIRST     CLASS II
 GP0185
 GP0185.The horizontal coordinates were scaled from a topographic map and have
 GP0185.an estimated accuracy of +/- 6 seconds.
 GP0185
 GP0185.The orthometric height was determined by differential leveling
 GP0185.and adjusted in June 1991.
 GP0185
 GP0185.The geoid height was determined by GEOID03.
 GP0185
 GP0185.The dynamic height is computed by dividing the NAVD 88
 GP0185.geopotential number by the normal gravity value computed on the
 GP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0185.degrees latitude (g = 980.6199 gals.).
 GP0185
 GP0185.The modeled gravity was interpolated from observed gravity values.
 GP0185
 GP0185;                    North         East    Units  Estimated Accuracy
 GP0185;SPC AZ C     -   613,060.      241,350.      MT  (+/- 180 meters Scaled)
 GP0185
 GP0185                          SUPERSEDED SURVEY CONTROL
 GP0185
 GP0185  NGVD 29 (??/??/92) 1651.532  (m)         5418.40   (f) ADJ UNCH    1 2
 GP0185
 GP0185.Superseded values are not recommended for survey control.
 GP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0185.See file dsdata.txt to determine how the superseded data were derived.
 GP0185
 GP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF459425(NAD 83)
 GP0185_MARKER: DD = SURVEY DISK
 GP0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0185_SP_SET: CULVERT
 GP0185_STAMPING: 5418.30 2572+51.3 1936 A.H.D.
 GP0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0185
 GP0185  HISTORY     - Date     Condition        Report By
 GP0185  HISTORY     - 1936     MONUMENTED       AZHD
 GP0185  HISTORY     - 1962     GOOD             NGS
 GP0185  HISTORY     - 1978     GOOD             USGS
 GP0185  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0185
 GP0185                          STATION DESCRIPTION
 GP0185
 GP0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0185'8.85 MI S FROM BITTER SPRINGS.
 GP0185'ABOUT 8.85 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0185'STATION AT BITTER SPRINGS, 14 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GP0185'HIGHWAY, 11.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 GP0185'THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST HEADWALL OF A
 GP0185'CONCRETE CULVERT.
 GP0185
 GP0185                          STATION RECOVERY (1978)
 GP0185
 GP0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0185'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY. 89 AND ALT. 89 AT
 GP0185'BITTER SPRINGS. 8.65 MILES S. ALONG U S 89. THE TRADING POST HAS BEEN
 GP0185'MOVED 0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF
 GP0185'DESCRIPTION IS ADEQUATE.
 GP0185
 GP0185                          STATION RECOVERY (1983)
 GP0185
 GP0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0185'NOT RECOVERED.  NEW CULVERT IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0262 ***********************************************************************
 FP0262  DESIGNATION -  5437.74
 FP0262  PID         -  FP0262
 FP0262  STATE/COUNTY-  AZ/NAVAJO
 FP0262  USGS QUAD   -  KACHINA POINT (1972)
 FP0262
 FP0262                         *CURRENT SURVEY CONTROL
 FP0262  ___________________________________________________________________
 FP0262* NAD 83(1986)-  35 00 27.     (N)    109 52 28.     (W)     SCALED    
 FP0262* NAVD 88     -      1658.568  (meters)    5441.49   (feet)  ADJUSTED  
 FP0262  ___________________________________________________________________
 FP0262  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FP0262  DYNAMIC HT  -        1656.265 (meters)    5433.93  (feet)  COMP
 FP0262  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 FP0262
 FP0262  VERT ORDER  -  FIRST     CLASS II
 FP0262
 FP0262.The horizontal coordinates were scaled from a topographic map and have
 FP0262.an estimated accuracy of +/- 6 seconds.
 FP0262
 FP0262.The orthometric height was determined by differential leveling
 FP0262.and adjusted in June 1991.
 FP0262.WARNING-Repeat measurements at this control monument indicate possible
 FP0262.vertical movement.
 FP0262
 FP0262.The geoid height was determined by GEOID03.
 FP0262
 FP0262.The dynamic height is computed by dividing the NAVD 88
 FP0262.geopotential number by the normal gravity value computed on the
 FP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0262.degrees latitude (g = 980.6199 gals.).
 FP0262
 FP0262.The modeled gravity was interpolated from observed gravity values.
 FP0262
 FP0262;                    North         East    Units  Estimated Accuracy
 FP0262;SPC AZ E     -   444,450.      240,030.      MT  (+/- 180 meters Scaled)
 FP0262
 FP0262                          SUPERSEDED SURVEY CONTROL
 FP0262
 FP0262  NGVD 29 (??/??/92) 1657.626  (m)         5438.39   (f) ADJ UNCH    1 2
 FP0262
 FP0262.Superseded values are not recommended for survey control.
 FP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0262.See file dsdata.txt to determine how the superseded data were derived.
 FP0262
 FP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD027744(NAD 83)
 FP0262_MARKER: DD = SURVEY DISK
 FP0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0262_SP_SET: BRIDGE
 FP0262_STAMPING: 5437.74 2668X79 1959
 FP0262_MARK LOGO: AZHD  
 FP0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0262
 FP0262  HISTORY     - Date     Condition        Report By
 FP0262  HISTORY     - 1959     MONUMENTED       AZHD
 FP0262  HISTORY     - 1959     GOOD             NGS
 FP0262  HISTORY     - 1983     GOOD             NGS
 FP0262
 FP0262                          STATION DESCRIPTION
 FP0262
 FP0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0262'19.5 MI E FROM HOLBROOK.
 FP0262'19.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0262'AT HOLBROOK, 30 FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC
 FP0262'LANE, CEMENTED IN THE NORTH HEADWALL OF A 8 FOOT CONCRETE BRIDGE THAT
 FP0262'IS ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  NOTE-- THIS MARK WAS ALSO
 FP0262'USED AS THE AZIMUTH FOR TRIANGULATION STATION BITTER.
 FP0262
 FP0262                          STATION RECOVERY (1983)
 FP0262
 FP0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0262'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.4 KM (18.25
 FP0262'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0262'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST
 FP0262'305, IN THE CENTER OF THE NORTHWEST HEADWALL OF A BOX CULVERT UNDER
 FP0262'THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 8.4 METERS (27.6 FT)
 FP0262'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0262'HIGHWAY.
 FP0262'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0136 ***********************************************************************
 ET0136  DESIGNATION -  5441
 ET0136  PID         -  ET0136
 ET0136  STATE/COUNTY-  AZ/YAVAPAI
 ET0136  USGS QUAD   -  CHERRY (1973)
 ET0136
 ET0136                         *CURRENT SURVEY CONTROL
 ET0136  ___________________________________________________________________
 ET0136* NAD 83(1986)-  34 34 13.     (N)    112 04 29.     (W)     SCALED    
 ET0136* NAVD 88     -      1661.72   (+/-2cm)    5451.8    (feet)  VERTCON   
 ET0136  ___________________________________________________________________
 ET0136  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ET0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0136
 ET0136.The horizontal coordinates were scaled from a topographic map and have
 ET0136.an estimated accuracy of +/- 6 seconds.
 ET0136
 ET0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0136.The vertical order pertains to the NGVD 29 superseded value.
 ET0136
 ET0136.The geoid height was determined by GEOID03.
 ET0136
 ET0136;                    North         East    Units  Estimated Accuracy
 ET0136;SPC AZ C     -   395,920.      198,860.      MT  (+/- 180 meters Scaled)
 ET0136
 ET0136                          SUPERSEDED SURVEY CONTROL
 ET0136
 ET0136  NGVD 29 (??/??/92) 1660.884  (m)         5449.08   (f) ADJ UNCH    2 0
 ET0136
 ET0136.Superseded values are not recommended for survey control.
 ET0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0136.See file dsdata.txt to determine how the superseded data were derived.
 ET0136
 ET0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD014259(NAD 83)
 ET0136_MARKER: P = PIPE CAP
 ET0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0136_STAMPING: PRACT 5441
 ET0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0136
 ET0136  HISTORY     - Date     Condition        Report By
 ET0136  HISTORY     - UNK      MONUMENTED       USGS
 ET0136  HISTORY     - 1935     GOOD             NGS
 ET0136  HISTORY     - 20080517 MARK NOT FOUND   GEOCAC
 ET0136
 ET0136                          STATION DESCRIPTION
 ET0136
 ET0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0136'2.4 MI S W FROM CHERRY.
 ET0136'ABOUT 2.4 MILES SOUTHWEST ALONG THE DEWEY ROAD FROM CHERRY, YAVAPAI
 ET0136'COUNTY, AT SUMMIT OF STEEP GRADE, 26 FEET SOUTH OF THE CENTER LINE OF
 ET0136'THE ROAD, AND 20 FEET SOUTH OF A CATTLE GUARD.  A UNITED STATES
 ET0136'GEOLOGICAL SURVEY STANDARD CAP, AND RIVETED ON TOP OF A 3-1/2-INCH
 ET0136'IRON PIPE.
 ET0136
 ET0136                          STATION RECOVERY (2008)
 ET0136
 ET0136'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0069 ***********************************************************************
 FR0069  DESIGNATION -  5446
 FR0069  PID         -  FR0069
 FR0069  STATE/COUNTY-  AZ/COCONINO
 FR0069  USGS QUAD   -  ASH FORK (1979)
 FR0069
 FR0069                         *CURRENT SURVEY CONTROL
 FR0069  ___________________________________________________________________
 FR0069* NAD 83(1986)-  35 14 44.     (N)    112 26 11.     (W)     SCALED    
 FR0069* NAVD 88     -      1660.275  (meters)    5447.09   (feet)  POSTED    
 FR0069  ___________________________________________________________________
 FR0069  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 FR0069  DYNAMIC HT  -        1658.070 (meters)    5439.85  (feet)  COMP
 FR0069  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 FR0069
 FR0069  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0069
 FR0069.The horizontal coordinates were scaled from a topographic map and have
 FR0069.an estimated accuracy of +/- 6 seconds.
 FR0069
 FR0069.The orthometric height was determined by differential leveling
 FR0069.and adjusted by the  in 1992.
 FR0069.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0069.rate of 1.1 thru 2.0 mm/km.
 FR0069
 FR0069.The geoid height was determined by GEOID03.
 FR0069
 FR0069.The dynamic height is computed by dividing the NAVD 88
 FR0069.geopotential number by the normal gravity value computed on the
 FR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0069.degrees latitude (g = 980.6199 gals.).
 FR0069
 FR0069.The modeled gravity was interpolated from observed gravity values.
 FR0069
 FR0069;                    North         East    Units  Estimated Accuracy
 FR0069;SPC AZ C     -   470,940.      166,060.      MT  (+/- 180 meters Scaled)
 FR0069
 FR0069                          SUPERSEDED SURVEY CONTROL
 FR0069
 FR0069  NGVD 29 (??/??/92) 1659.410  (m)         5444.25   (f) ADJ UNCH    1 2
 FR0069
 FR0069.Superseded values are not recommended for survey control.
 FR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0069.See file dsdata.txt to determine how the superseded data were derived.
 FR0069
 FR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE693012(NAD 83)
 FR0069_MARKER: DD = SURVEY DISK
 FR0069_SETTING: 66 = SET IN ROCK OUTCROP
 FR0069_SP_SET: ROCK OUTCROP
 FR0069_STAMPING: 5444.248
 FR0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0069+STABILITY: POSITION/ELEVATION WELL
 FR0069
 FR0069  HISTORY     - Date     Condition        Report By
 FR0069  HISTORY     - UNK      MONUMENTED       USGS
 FR0069  HISTORY     - 1934     GOOD             NGS
 FR0069
 FR0069                          STATION DESCRIPTION
 FR0069
 FR0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0069'0.5 MI W FROM HOLMES.
 FR0069'0.5 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0069'STATION AT HOLMES, COCONINO COUNTY, 5 FEET SOUTHWEST OF MILEPOST 397,
 FR0069'IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND, AND 41 FEET NORTH
 FR0069'OF THE CENTERLINE OF THE NORTH TRACK.  A U.S. GEOLOGICAL SURVEY
 FR0069'STANDARD DISK, STAMPED 5444.248.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0233 ***********************************************************************
 FR0233  DESIGNATION -  5452.60
 FR0233  PID         -  FR0233
 FR0233  STATE/COUNTY-  AZ/YAVAPAI
 FR0233  USGS QUAD   -  CROOKTON (1973)
 FR0233
 FR0233                         *CURRENT SURVEY CONTROL
 FR0233  ___________________________________________________________________
 FR0233* NAD 83(1986)-  35 16 14.     (N)    112 40 46.     (W)     SCALED    
 FR0233* NAVD 88     -      1662.575  (meters)    5454.63   (feet)  ADJUSTED  
 FR0233  ___________________________________________________________________
 FR0233  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 FR0233  DYNAMIC HT  -        1660.356 (meters)    5447.35  (feet)  COMP
 FR0233  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 FR0233
 FR0233  VERT ORDER  -  FIRST     CLASS II
 FR0233
 FR0233.The horizontal coordinates were scaled from a topographic map and have
 FR0233.an estimated accuracy of +/- 6 seconds.
 FR0233
 FR0233.The orthometric height was determined by differential leveling
 FR0233.and adjusted in June 1991.
 FR0233
 FR0233.The geoid height was determined by GEOID03.
 FR0233
 FR0233.The dynamic height is computed by dividing the NAVD 88
 FR0233.geopotential number by the normal gravity value computed on the
 FR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0233.degrees latitude (g = 980.6199 gals.).
 FR0233
 FR0233.The modeled gravity was interpolated from observed gravity values.
 FR0233
 FR0233;                    North         East    Units  Estimated Accuracy
 FR0233;SPC AZ C     -   473,850.      143,960.      MT  (+/- 180 meters Scaled)
 FR0233
 FR0233                          SUPERSEDED SURVEY CONTROL
 FR0233
 FR0233  NGVD 29 (??/??/92) 1661.659  (m)         5451.63   (f) ADJ UNCH    1 2
 FR0233
 FR0233.Superseded values are not recommended for survey control.
 FR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0233.See file dsdata.txt to determine how the superseded data were derived.
 FR0233
 FR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE472043(NAD 83)
 FR0233_MARKER: DB = BENCH MARK DISK
 FR0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0233_STAMPING: 5452.60
 FR0233_MARK LOGO: AZHD  
 FR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0233+STABILITY: SURFACE MOTION
 FR0233
 FR0233  HISTORY     - Date     Condition        Report By
 FR0233  HISTORY     - 1962     MONUMENTED       AZHD
 FR0233  HISTORY     - 1973     GOOD             USGS
 FR0233  HISTORY     - 1982     GOOD             NGS
 FR0233
 FR0233                          STATION DESCRIPTION
 FR0233
 FR0233'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0233'11.9 MI W FROM ASH FORK.
 FR0233'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0233'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST TO CROOKTON
 FR0233'OVERPASS, THENCE 6.5 MILES NORTHWEST ON OLD US HWY. 66.  SET IN TOP
 FR0233'AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A 6 FOOT CONCRETE BOX
 FR0233'CULVERT, 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND ABOUT LEVEL
 FR0233'WITH THE HIGHWAY.
 FR0233
 FR0233                          STATION RECOVERY (1982)
 FR0233
 FR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0233'19.5 KM (12.1 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0233'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF THE SOUTHWEST
 FR0233'HEADWALL OF A 6-FOOT BOX CULVERT, 6.4 METERS (21 FT) SOUTHWEST OF THE
 FR0233'CENTERLINE OF THE HIGHWAY.
 FR0233'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1761 ***********************************************************************
 DU1761  DESIGNATION -  548+99.54
 DU1761  PID         -  DU1761
 DU1761  STATE/COUNTY-  AZ/MARICOPA
 DU1761  USGS QUAD   -  CURRYS CORNER (1982)
 DU1761
 DU1761                         *CURRENT SURVEY CONTROL
 DU1761  ___________________________________________________________________
 DU1761* NAD 83(1986)-  33 37 56.     (N)    111 53 58.     (W)     SCALED    
 DU1761* NAVD 88     -       462.459  (meters)    1517.25   (feet)  ADJUSTED  
 DU1761  ___________________________________________________________________
 DU1761  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1761  DYNAMIC HT  -         461.911 (meters)    1515.45  (feet)  COMP
 DU1761  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 DU1761
 DU1761  VERT ORDER  -  SECOND    CLASS I
 DU1761
 DU1761.The horizontal coordinates were scaled from a topographic map and have
 DU1761.an estimated accuracy of +/- 6 seconds.
 DU1761
 DU1761.The orthometric height was determined by differential leveling
 DU1761.and adjusted in November 1993.
 DU1761
 DU1761.The geoid height was determined by GEOID03.
 DU1761
 DU1761.The dynamic height is computed by dividing the NAVD 88
 DU1761.geopotential number by the normal gravity value computed on the
 DU1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1761.degrees latitude (g = 980.6199 gals.).
 DU1761
 DU1761.The modeled gravity was interpolated from observed gravity values.
 DU1761
 DU1761;                    North         East    Units  Estimated Accuracy
 DU1761;SPC AZ C     -   291,860.      214,960.      MT  (+/- 180 meters Scaled)
 DU1761
 DU1761                          SUPERSEDED SURVEY CONTROL
 DU1761
 DU1761.No superseded survey control is available for this station.
 DU1761
 DU1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC165217(NAD 83)
 DU1761_MARKER: DD = SURVEY DISK
 DU1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1761_SP_SET: CONCRETE POST
 DU1761_STAMPING: 548+99.54
 DU1761_MARK LOGO: BOR   
 DU1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1761+STABILITY: SURFACE MOTION
 DU1761
 DU1761  HISTORY     - Date     Condition        Report By
 DU1761  HISTORY     - UNK      MONUMENTED       BOR
 DU1761  HISTORY     - 1984     GOOD             AZDT
 DU1761  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1761
 DU1761                          STATION DESCRIPTION
 DU1761
 DU1761'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1761'IN PHOENIX.
 DU1761'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1761'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1761'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1761'FENCE OF THE CANAL FOR 13.58 KM (8.43 MI) TO THE MARK, 17.68 METERS
 DU1761'(58.0 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF BELL ROAD,
 DU1761'0.305 METERS (1.0 FT) NORTH OF A CHAIN LINK FENCE, 64.01 METERS
 DU1761'(210.0 FT) SOUTH OF THE PROJECT CANAL CENTERLINE, AND A BRASS CAP IN A
 DU1761'CONCRETE POST.
 DU1761
 DU1761                          STATION RECOVERY (2004)
 DU1761
 DU1761'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0800 ***********************************************************************
 CZ0800  DESIGNATION -  549+60
 CZ0800  PID         -  CZ0800
 CZ0800  STATE/COUNTY-  AZ/PIMA
 CZ0800  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0800
 CZ0800                         *CURRENT SURVEY CONTROL
 CZ0800  ___________________________________________________________________
 CZ0800* NAD 83(1986)-  32 06 27.     (N)    111 14 09.     (W)     SCALED    
 CZ0800* NAVD 88     -       754.16   (+/-2cm)    2474.3    (feet)  VERTCON   
 CZ0800  ___________________________________________________________________
 CZ0800  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0800
 CZ0800.The horizontal coordinates were scaled from a topographic map and have
 CZ0800.an estimated accuracy of +/- 6 seconds.
 CZ0800
 CZ0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0800.The vertical order pertains to the NGVD 29 superseded value.
 CZ0800
 CZ0800.The geoid height was determined by GEOID03.
 CZ0800
 CZ0800;                    North         East    Units  Estimated Accuracy
 CZ0800;SPC AZ C     -   122,990.      277,610.      MT  (+/- 180 meters Scaled)
 CZ0800
 CZ0800                          SUPERSEDED SURVEY CONTROL
 CZ0800
 CZ0800  NGVD 29 (??/??/92)  753.470  (m)         2472.01   (f) ADJ UNCH    2 0
 CZ0800
 CZ0800.Superseded values are not recommended for survey control.
 CZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0800.See file dsdata.txt to determine how the superseded data were derived.
 CZ0800
 CZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA777523(NAD 83)
 CZ0800_MARKER: DD = SURVEY DISK
 CZ0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0800_SP_SET: CULVERT
 CZ0800_STAMPING: 549+60 2472.92
 CZ0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0800
 CZ0800  HISTORY     - Date     Condition        Report By
 CZ0800  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0800  HISTORY     - 1951     GOOD             NGS
 CZ0800
 CZ0800                          STATION DESCRIPTION
 CZ0800
 CZ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0800'17.1 MI SW FROM TUCSON.
 CZ0800'17.1 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0800'STATE HIGHWAY 86, AND SET IN THE TOP AND IN THE CENTER OF THE
 CZ0800'NORTHWEST HEADWALL OF A 6 BY 8 FOOT CONCRETE CULVERT, 11 YARDS
 CZ0800'SOUTHEAST OF A TELEPHONE LINE, 14 FEET NORTHWEST OF THE CENTER LINE OF
 CZ0800'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0503 ***********************************************************************
 FS0503  DESIGNATION -  549+90
 FS0503  PID         -  FS0503
 FS0503  STATE/COUNTY-  AZ/MOHAVE
 FS0503  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0503
 FS0503                         *CURRENT SURVEY CONTROL
 FS0503  ___________________________________________________________________
 FS0503* NAD 83(1986)-  35 29 52.     (N)    114 19 45.     (W)     SCALED    
 FS0503* NAVD 88     -       948.264  (meters)    3111.10   (feet)  POSTED    
 FS0503  ___________________________________________________________________
 FS0503  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0503  DYNAMIC HT  -         947.170 (meters)    3107.51  (feet)  COMP
 FS0503  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 FS0503
 FS0503  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0503
 FS0503.The horizontal coordinates were scaled from a topographic map and have
 FS0503.an estimated accuracy of +/- 6 seconds.
 FS0503
 FS0503.The orthometric height was determined by differential leveling
 FS0503.and adjusted by the  in 1992.
 FS0503.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0503.rate of 3.1 thru 4.0 mm/km.
 FS0503
 FS0503.The geoid height was determined by GEOID03.
 FS0503
 FS0503.The dynamic height is computed by dividing the NAVD 88
 FS0503.geopotential number by the normal gravity value computed on the
 FS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0503.degrees latitude (g = 980.6199 gals.).
 FS0503
 FS0503.The modeled gravity was interpolated from observed gravity values.
 FS0503
 FS0503;                    North         East    Units  Estimated Accuracy
 FS0503;SPC AZ W     -   498,970.      160,810.      MT  (+/- 180 meters Scaled)
 FS0503
 FS0503                          SUPERSEDED SURVEY CONTROL
 FS0503
 FS0503  NGVD 29 (??/??/92)  947.471  (m)         3108.49   (f) ADJ UNCH    1 1
 FS0503
 FS0503.Superseded values are not recommended for survey control.
 FS0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0503.See file dsdata.txt to determine how the superseded data were derived.
 FS0503
 FS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV422315(NAD 83)
 FS0503_MARKER: DD = SURVEY DISK
 FS0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0503_STAMPING: 549+90 3109-13 1935
 FS0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0503+STABILITY: SURFACE MOTION
 FS0503
 FS0503  HISTORY     - Date     Condition        Report By
 FS0503  HISTORY     - 1935     MONUMENTED       AZHD
 FS0503  HISTORY     - 1949     GOOD             NGS
 FS0503
 FS0503                          STATION DESCRIPTION
 FS0503
 FS0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0503'8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0503'8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0503'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0503'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0503'THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE CENTER
 FS0503'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0845 ***********************************************************************
 EU0845  DESIGNATION -  55 44
 EU0845  PID         -  EU0845
 EU0845  STATE/COUNTY-  AZ/LA PAZ
 EU0845  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0845
 EU0845                         *CURRENT SURVEY CONTROL
 EU0845  ___________________________________________________________________
 EU0845* NAD 83(1986)-  34 17 23.     (N)    114 04 52.     (W)     SCALED    
 EU0845* NAVD 88     -       143.97   (+/-2cm)     472.3    (feet)  VERTCON   
 EU0845  ___________________________________________________________________
 EU0845  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EU0845  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0845
 EU0845.The horizontal coordinates were scaled from a topographic map and have
 EU0845.an estimated accuracy of +/- 6 seconds.
 EU0845
 EU0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0845.The vertical order pertains to the NGVD 29 superseded value.
 EU0845
 EU0845.The geoid height was determined by GEOID03.
 EU0845
 EU0845;                    North         East    Units  Estimated Accuracy
 EU0845;SPC AZ W     -   364,850.      182,880.      MT  (+/- 180 meters Scaled)
 EU0845
 EU0845                          SUPERSEDED SURVEY CONTROL
 EU0845
 EU0845  NGVD 29 (08/15/05)  143.348  (m)          470.30   (f) ADJUSTED    1 1
 EU0845
 EU0845.Superseded values are not recommended for survey control.
 EU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0845.See file dsdata.txt to determine how the superseded data were derived.
 EU0845
 EU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT686981(NAD 83)
 EU0845_MARKER: DD = SURVEY DISK
 EU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0845_STAMPING: BM 55 44 1964
 EU0845_PROJECTION: PROJECTING 15 CENTIMETERS
 EU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0845+STABILITY: SURFACE MOTION
 EU0845
 EU0845  HISTORY     - Date     Condition        Report By
 EU0845  HISTORY     - 1976     MONUMENTED       AZDT
 EU0845
 EU0845                          STATION DESCRIPTION
 EU0845
 EU0845'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976
 EU0845'37.05 MI W FROM BOUSE.
 EU0845'27.95 MILES NORTH ALONG THE PLANET BOUSE ROAD FROM THE POST OFFICE AT
 EU0845'BOUSE, THENCE 9.1 MILES WEST ALONG THE PLANET RANCH ROAD, IN TOP OF A
 EU0845'LITTLE SADDLE AT THE SOUTH END OF A LONE HILL, 162 FT. NORTH OF THE
 EU0845'CENTER LINE OF THE ROAD, 50 FT. EAST OF THE CENTER LINE OF A DIM ROAD
 EU0845'IN A WASH, IN THE VALLEY BETWEEN TWO LARGE HILLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1559 ***********************************************************************
 DV1559  DESIGNATION -  55 A
 DV1559  PID         -  DV1559
 DV1559  STATE/COUNTY-  AZ/MARICOPA
 DV1559  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1559
 DV1559                         *CURRENT SURVEY CONTROL
 DV1559  ___________________________________________________________________
 DV1559* NAD 83(1986)-  33 31 09.     (N)    113 03 49.     (W)     SCALED    
 DV1559* NAVD 88     -       395.33   (+/-2cm)    1297.0    (feet)  VERTCON   
 DV1559  ___________________________________________________________________
 DV1559  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1559
 DV1559.The horizontal coordinates were scaled from a topographic map and have
 DV1559.an estimated accuracy of +/- 6 seconds.
 DV1559
 DV1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1559.The vertical order pertains to the NGVD 29 superseded value.
 DV1559
 DV1559.The geoid height was determined by GEOID03.
 DV1559
 DV1559;                    North         East    Units  Estimated Accuracy
 DV1559;SPC AZ C     -   279,920.      106,810.      MT  (+/- 180 meters Scaled)
 DV1559
 DV1559                          SUPERSEDED SURVEY CONTROL
 DV1559
 DV1559  NGVD 29 (??/??/92)  394.693  (m)         1294.92   (f) ADJ UNCH    2 0
 DV1559
 DV1559.Superseded values are not recommended for survey control.
 DV1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1559.See file dsdata.txt to determine how the superseded data were derived.
 DV1559
 DV1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC083107(NAD 83)
 DV1559_MARKER: DD = SURVEY DISK
 DV1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1559_STAMPING: 55 A 1962
 DV1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1559+STABILITY: SURFACE MOTION
 DV1559
 DV1559  HISTORY     - Date     Condition        Report By
 DV1559  HISTORY     - 1962     MONUMENTED       AZHD
 DV1559
 DV1559                          STATION DESCRIPTION
 DV1559
 DV1559'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1559'7.95 MI NW FROM TOROPAH.
 DV1559'0.7 MILE EAST-SOUTHEAST OF E 415 55, AN ARIZONA HIGHWAY DEPARTMENT
 DV1559'DISK STAMPED 55 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1559'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1559'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1005 ***********************************************************************
 FR1005  DESIGNATION -  55 EMH
 FR1005  PID         -  FR1005
 FR1005  STATE/COUNTY-  AZ/COCONINO
 FR1005  USGS QUAD   -  CROOKTON (1973)
 FR1005
 FR1005                         *CURRENT SURVEY CONTROL
 FR1005  ___________________________________________________________________
 FR1005* NAD 83(1986)-  35 21 17.     (N)    112 38 01.     (W)     SCALED    
 FR1005* NAVD 88     -      1724.552  (meters)    5657.97   (feet)  POSTED    
 FR1005  ___________________________________________________________________
 FR1005  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FR1005  DYNAMIC HT  -        1722.250 (meters)    5650.42  (feet)  COMP
 FR1005  MODELED GRAV-     979,236.4   (mgal)                       NAVD 88
 FR1005
 FR1005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1005
 FR1005.The horizontal coordinates were scaled from a topographic map and have
 FR1005.an estimated accuracy of +/- 6 seconds.
 FR1005
 FR1005.The orthometric height was determined by differential leveling
 FR1005.and adjusted by the  in 1992.
 FR1005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1005.rate of 0.0 thru 1.0 mm/km.
 FR1005
 FR1005.The geoid height was determined by GEOID03.
 FR1005
 FR1005.The dynamic height is computed by dividing the NAVD 88
 FR1005.geopotential number by the normal gravity value computed on the
 FR1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1005.degrees latitude (g = 980.6199 gals.).
 FR1005
 FR1005.The modeled gravity was interpolated from observed gravity values.
 FR1005
 FR1005;                    North         East    Units  Estimated Accuracy
 FR1005;SPC AZ C     -   483,160.      148,200.      MT  (+/- 180 meters Scaled)
 FR1005
 FR1005                          SUPERSEDED SURVEY CONTROL
 FR1005
 FR1005  NGVD 29 (??/??/92) 1723.63   (m)         5654.9    (f) COMPUTED    2 2
 FR1005
 FR1005.Superseded values are not recommended for survey control.
 FR1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1005.See file dsdata.txt to determine how the superseded data were derived.
 FR1005
 FR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE515136(NAD 83)
 FR1005_MARKER: DB = BENCH MARK DISK
 FR1005_SETTING: 66 = SET IN ROCK OUTCROP
 FR1005_SP_SET: BEDROCK
 FR1005_STAMPING: 55 EMH 1973 5655
 FR1005_MARK LOGO: USGS  
 FR1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1005+STABILITY: POSITION/ELEVATION WELL
 FR1005
 FR1005  HISTORY     - Date     Condition        Report By
 FR1005  HISTORY     - 1973     MONUMENTED       USGS
 FR1005
 FR1005                          STATION DESCRIPTION
 FR1005
 FR1005'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1005'29.3 KM (18.20 MI) NE FROM SELIGMAN.
 FR1005'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1005'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1005'THENCE 6.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1005'THE AT+SF RAILROAD, AT THE WEST END OF A RAILROAD CUT, 187 FEET EAST
 FR1005'OF A RAILROAD SIGNAL BOX, 39 FEET SOUTH OF THE CENTERLINE OF THE
 FR1005'SOUTH TRACK, 16 FEET NORTH OF THE CENTERLINE OF THE ROAD, FLUSH WITH
 FR1005'THE GROUND.
 FR1005'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0647 ***********************************************************************
 FP0647  DESIGNATION -  55 HLS
 FP0647  PID         -  FP0647
 FP0647  STATE/COUNTY-  AZ/APACHE
 FP0647  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0647
 FP0647                         *CURRENT SURVEY CONTROL
 FP0647  ___________________________________________________________________
 FP0647* NAD 83(1986)-  35 26 32.     (N)    109 31 21.     (W)     SCALED    
 FP0647* NAVD 88     -      1978.369  (meters)    6490.70   (feet)  ADJUSTED  
 FP0647  ___________________________________________________________________
 FP0647  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 FP0647  DYNAMIC HT  -        1975.614 (meters)    6481.66  (feet)  COMP
 FP0647  MODELED GRAV-     979,170.9   (mgal)                       NAVD 88
 FP0647
 FP0647  VERT ORDER  -  SECOND    CLASS II
 FP0647
 FP0647.The horizontal coordinates were scaled from a topographic map and have
 FP0647.an estimated accuracy of +/- 6 seconds.
 FP0647
 FP0647.The orthometric height was determined by differential leveling
 FP0647.and adjusted in June 1991.
 FP0647
 FP0647.The geoid height was determined by GEOID03.
 FP0647
 FP0647.The dynamic height is computed by dividing the NAVD 88
 FP0647.geopotential number by the normal gravity value computed on the
 FP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0647.degrees latitude (g = 980.6199 gals.).
 FP0647
 FP0647.The modeled gravity was interpolated from observed gravity values.
 FP0647
 FP0647;                    North         East    Units  Estimated Accuracy
 FP0647;SPC AZ E     -   492,820.      271,840.      MT  (+/- 180 meters Scaled)
 FP0647
 FP0647                          SUPERSEDED SURVEY CONTROL
 FP0647
 FP0647.No superseded survey control is available for this station.
 FP0647
 FP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE341230(NAD 83)
 FP0647_MARKER: DB = BENCH MARK DISK
 FP0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0647_SP_SET: COPPER-CLAD STEEL ROD
 FP0647_STAMPING: 55 HLS 1970 6487
 FP0647_MARK LOGO: USGS  
 FP0647_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0647+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0647
 FP0647  HISTORY     - Date     Condition        Report By
 FP0647  HISTORY     - 1970     MONUMENTED       USGS
 FP0647
 FP0647                          STATION DESCRIPTION
 FP0647
 FP0647'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0647'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0647'OFFICE AT GANADO, ARIZONA), PROCEED 4.2 MILES SOUTH ALONG STATE
 FP0647'HIGHWAY 63, 98 FEET WEST OF THE HIGHWAY, 2 FEET WEST OF A FENCE AND
 FP0647'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0647'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0726 ***********************************************************************
 DA0726  DESIGNATION -  550
 DA0726  PID         -  DA0726
 DA0726  STATE/COUNTY-  AZ/MARICOPA
 DA0726  USGS QUAD   -  AZTEC SE (1982)
 DA0726
 DA0726                         *CURRENT SURVEY CONTROL
 DA0726  ___________________________________________________________________
 DA0726* NAD 83(1986)-  32 50 23.     (N)    113 19 09.     (W)     SCALED    
 DA0726* NAVD 88     -       168.23   (+/-2cm)     551.9    (feet)  VERTCON   
 DA0726  ___________________________________________________________________
 DA0726  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DA0726  VERT ORDER  -  ? (See Below)
 DA0726
 DA0726.The horizontal coordinates were scaled from a topographic map and have
 DA0726.an estimated accuracy of +/- 6 seconds.
 DA0726
 DA0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0726.The vertical order pertains to the NGVD 29 superseded value.
 DA0726
 DA0726.The geoid height was determined by GEOID03.
 DA0726
 DA0726;                    North         East    Units  Estimated Accuracy
 DA0726;SPC AZ C     -   204,850.       82,060.      MT  (+/- 180 meters Scaled)
 DA0726
 DA0726                          SUPERSEDED SURVEY CONTROL
 DA0726
 DA0726  NGVD 29 (??/??/92)  167.653  (m)          550.04   (f) ADJ UNCH    ?  
 DA0726
 DA0726.Superseded values are not recommended for survey control.
 DA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0726.See file dsdata.txt to determine how the superseded data were derived.
 DA0726
 DA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB829359(NAD 83)
 DA0726_MARKER: P = PIPE CAP
 DA0726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0726_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0726
 DA0726  HISTORY     - Date     Condition        Report By
 DA0726  HISTORY     - UNK      MONUMENTED       USGS
 DA0726  HISTORY     - 1952     MARK NOT FOUND   NGS
 DA0726
 DA0726                          STATION DESCRIPTION
 DA0726
 DA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0726'0.25 MI E FROM STANWIX.
 DA0726'AT STANWIX, MARICOPA COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 1/4
 DA0726'MILES EAST OF THE EAST STATION-ONE-MILE SIGN, 235 FEET EAST OF A RAIL
 DA0726'REST, 170 FEET WEST OF THE WEST END OF BRIDGE 820 A (IN 1905), AND 50
 DA0726'FEET NORTH OF THE MAIN TRACK.  A U. S. GEOLOGICAL SURVEY STANDARD CAP,
 DA0726'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0644 ***********************************************************************
 CZ0644  DESIGNATION -  551+26.73
 CZ0644  PID         -  CZ0644
 CZ0644  STATE/COUNTY-  AZ/PIMA
 CZ0644  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0644
 CZ0644                         *CURRENT SURVEY CONTROL
 CZ0644  ___________________________________________________________________
 CZ0644* NAD 83(1986)-  32 22 37.     (N)    111 21 18.     (W)     SCALED    
 CZ0644* NAVD 88     -       619.73   (+/-2cm)    2033.2    (feet)  VERTCON   
 CZ0644  ___________________________________________________________________
 CZ0644  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0644
 CZ0644.The horizontal coordinates were scaled from a topographic map and have
 CZ0644.an estimated accuracy of +/- 6 seconds.
 CZ0644
 CZ0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0644.The vertical order pertains to the NGVD 29 superseded value.
 CZ0644
 CZ0644.The geoid height was determined by GEOID03.
 CZ0644
 CZ0644;                    North         East    Units  Estimated Accuracy
 CZ0644;SPC AZ C     -   152,800.      266,210.      MT  (+/- 180 meters Scaled)
 CZ0644
 CZ0644                          SUPERSEDED SURVEY CONTROL
 CZ0644
 CZ0644  NGVD 29 (??/??/92)  619.173  (m)         2031.40   (f) ADJ UNCH    2 0
 CZ0644
 CZ0644.Superseded values are not recommended for survey control.
 CZ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0644.See file dsdata.txt to determine how the superseded data were derived.
 CZ0644
 CZ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA666822(NAD 83)
 CZ0644_MARKER: DD = SURVEY DISK
 CZ0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0644_SP_SET: CATTLEGUARD
 CZ0644_STAMPING: 551+26.73 1955 2031.40
 CZ0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0644
 CZ0644  HISTORY     - Date     Condition        Report By
 CZ0644  HISTORY     - 1955     MONUMENTED       AZHD
 CZ0644  HISTORY     - 1962     GOOD             NGS
 CZ0644
 CZ0644                          STATION DESCRIPTION
 CZ0644
 CZ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0644'17.9 MI W FROM CORTARO.
 CZ0644'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0644'CORTARO, THENCE 14.2 MILES WEST ALONG THE AVRA VALLEY ROAD, 22 FEET
 CZ0644'SOUTH OF THE CENTER OF A CATTLEGUARD, 15.3 FEET NORTH OF A NORTHWEST
 CZ0644'FENCE CORNER, A BRONZE DISK SET IN A DRILL HOLE IN THE SOUTH HEADWALL
 CZ0644'OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0266 ***********************************************************************
 FP0266  DESIGNATION -  5516.27
 FP0266  PID         -  FP0266
 FP0266  STATE/COUNTY-  AZ/NAVAJO
 FP0266  USGS QUAD   -  KACHINA POINT (1972)
 FP0266
 FP0266                         *CURRENT SURVEY CONTROL
 FP0266  ___________________________________________________________________
 FP0266* NAD 83(1986)-  35 01 10.     (N)    109 51 08.     (W)     SCALED    
 FP0266* NAVD 88     -      1682.476  (meters)    5519.92   (feet)  ADJUSTED  
 FP0266  ___________________________________________________________________
 FP0266  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FP0266  DYNAMIC HT  -        1680.137 (meters)    5512.25  (feet)  COMP
 FP0266  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 FP0266
 FP0266  VERT ORDER  -  FIRST     CLASS II
 FP0266
 FP0266.The horizontal coordinates were scaled from a topographic map and have
 FP0266.an estimated accuracy of +/- 6 seconds.
 FP0266
 FP0266.The orthometric height was determined by differential leveling
 FP0266.and adjusted in June 1991.
 FP0266
 FP0266.The geoid height was determined by GEOID03.
 FP0266
 FP0266.The dynamic height is computed by dividing the NAVD 88
 FP0266.geopotential number by the normal gravity value computed on the
 FP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0266.degrees latitude (g = 980.6199 gals.).
 FP0266
 FP0266.The modeled gravity was interpolated from observed gravity values.
 FP0266
 FP0266;                    North         East    Units  Estimated Accuracy
 FP0266;SPC AZ E     -   445,780.      242,060.      MT  (+/- 180 meters Scaled)
 FP0266
 FP0266                          SUPERSEDED SURVEY CONTROL
 FP0266
 FP0266  NGVD 29 (??/??/92) 1681.588  (m)         5517.01   (f) ADJ UNCH    1 2
 FP0266
 FP0266.Superseded values are not recommended for survey control.
 FP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0266.See file dsdata.txt to determine how the superseded data were derived.
 FP0266
 FP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD047758(NAD 83)
 FP0266_MARKER: DD = SURVEY DISK
 FP0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0266_SP_SET: BRIDGE
 FP0266_STAMPING: 5516.27 2748X00 1958
 FP0266_MARK LOGO: AZHD  
 FP0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0266
 FP0266  HISTORY     - Date     Condition        Report By
 FP0266  HISTORY     - 1958     MONUMENTED       AZHD
 FP0266  HISTORY     - 1972     GOOD             USGS
 FP0266  HISTORY     - 1983     GOOD             NGS
 FP0266
 FP0266                          STATION DESCRIPTION
 FP0266
 FP0266'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0266'21.0 MI E FROM HOLBROOK.
 FP0266'FROM PETRIFIED FOREST ROAD OVERPASS OF I-40 HIGHWAY GO W. 3.3 MI.
 FP0266'ALONG I-40 HIGHWAY TO A 9 FT. CONCRETE BRIDGE.  BM IS 32 FT. N. OF THE
 FP0266'CENTER LINE OF THE W. BOUND TRAFFIC IN CENTER OF CONCRETE HEADWALL 2.7
 FP0266'FT LOWER THAN CENTER OF HIGHWAY OPPOSITE.  A STANDARD AHD DISK,
 FP0266'STAMPED 5516.27 2748X00 1958.
 FP0266
 FP0266                          STATION RECOVERY (1983)
 FP0266
 FP0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0266'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  31.9 KM (19.8
 FP0266'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0266'NAVAJO BOULEVARD IN HOLBROOK, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 FP0266'307, IN THE CENTER OF THE NORTHWEST HEADWALL OF A BOX CULVERT UNDER
 FP0266'THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 8.6 METERS (28.2 FT)
 FP0266'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0266'HIGHWAY.  NOTE=THE 1959 DESCRIPTION STATES THAT THE DISK IS STAMPED
 FP0266'5516.27 2748X00 1958 BUT IS STAMPED AS ABOVE.
 FP0266'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0302 ***********************************************************************
 ES0302  DESIGNATION -  5517
 ES0302  PID         -  ES0302
 ES0302  STATE/COUNTY-  AZ/GILA
 ES0302  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0302
 ES0302                         *CURRENT SURVEY CONTROL
 ES0302  ___________________________________________________________________
 ES0302* NAD 83(1986)-  34 22 03.     (N)    111 26 08.     (W)     SCALED    
 ES0302* NAVD 88     -      1682.78   (+/-2cm)    5520.9    (feet)  VERTCON   
 ES0302  ___________________________________________________________________
 ES0302  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 ES0302  VERT ORDER  -  ? (See Below)
 ES0302
 ES0302.The horizontal coordinates were scaled from a topographic map and have
 ES0302.an estimated accuracy of +/- 6 seconds.
 ES0302
 ES0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0302.The vertical order pertains to the NGVD 29 superseded value.
 ES0302
 ES0302.The geoid height was determined by GEOID03.
 ES0302
 ES0302;                    North         East    Units  Estimated Accuracy
 ES0302;SPC AZ E     -   374,150.       96,650.      MT  (+/- 180 meters Scaled)
 ES0302
 ES0302                          SUPERSEDED SURVEY CONTROL
 ES0302
 ES0302  NGVD 29 (??/??/92) 1681.980  (m)         5518.30   (f) ADJ UNCH    ?  
 ES0302
 ES0302.Superseded values are not recommended for survey control.
 ES0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0302.See file dsdata.txt to determine how the superseded data were derived.
 ES0302
 ES0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD599029(NAD 83)
 ES0302_MARKER: Z = SEE DESCRIPTION
 ES0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0302_SP_SET: TREE
 ES0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0302
 ES0302  HISTORY     - Date     Condition        Report By
 ES0302  HISTORY     - UNK      MONUMENTED       USGS
 ES0302  HISTORY     - 1933     GOOD             NGS
 ES0302
 ES0302                          STATION DESCRIPTION
 ES0302
 ES0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0302'2.1 MI SE FROM PINE.
 ES0302'AT SIDE OF HIGHWAY, ON SMALL FLAT, 12 FEET NORTH OF HIGHWAY
 ES0302'CENTER-LINE, ON BASE OF JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0798 ***********************************************************************
 FQ0798  DESIGNATION -  5517.69
 FQ0798  PID         -  FQ0798
 FQ0798  STATE/COUNTY-  AZ/NAVAJO
 FQ0798  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0798
 FQ0798                         *CURRENT SURVEY CONTROL
 FQ0798  ___________________________________________________________________
 FQ0798* NAD 83(1986)-  35 03 49.     (N)    110 05 52.     (W)     SCALED    
 FQ0798* NAVD 88     -      1594.862  (meters)    5232.48   (feet)  ADJUSTED  
 FQ0798  ___________________________________________________________________
 FQ0798  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FQ0798  DYNAMIC HT  -        1592.693 (meters)    5225.36  (feet)  COMP
 FQ0798  MODELED GRAV-     979,218.5   (mgal)                       NAVD 88
 FQ0798
 FQ0798  VERT ORDER  -  THIRD
 FQ0798
 FQ0798.The horizontal coordinates were scaled from a topographic map and have
 FQ0798.an estimated accuracy of +/- 6 seconds.
 FQ0798
 FQ0798.The orthometric height was determined by differential leveling
 FQ0798.and adjusted in June 1991.
 FQ0798
 FQ0798.The geoid height was determined by GEOID03.
 FQ0798
 FQ0798.The dynamic height is computed by dividing the NAVD 88
 FQ0798.geopotential number by the normal gravity value computed on the
 FQ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0798.degrees latitude (g = 980.6199 gals.).
 FQ0798
 FQ0798.The modeled gravity was interpolated from observed gravity values.
 FQ0798
 FQ0798;                    North         East    Units  Estimated Accuracy
 FQ0798;SPC AZ E     -   450,630.      219,640.      MT  (+/- 180 meters Scaled)
 FQ0798
 FQ0798                          SUPERSEDED SURVEY CONTROL
 FQ0798
 FQ0798  NGVD 29 (??/??/92) 1594.04   (m)         5229.8    (f) COMPUTED    3 0
 FQ0798
 FQ0798.Superseded values are not recommended for survey control.
 FQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0798.See file dsdata.txt to determine how the superseded data were derived.
 FQ0798
 FQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822804(NAD 83)
 FQ0798_MARKER: DB = BENCH MARK DISK
 FQ0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0798_SP_SET: CONCRETE HEADWALL
 FQ0798_STAMPING: 5517.69
 FQ0798_MARK LOGO: AZHD  
 FQ0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0798+STABILITY: SURFACE MOTION
 FQ0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0798+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0798
 FQ0798  HISTORY     - Date     Condition        Report By
 FQ0798  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0798  HISTORY     - 19700316 GOOD             USGS
 FQ0798
 FQ0798                          STATION DESCRIPTION
 FQ0798
 FQ0798'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0798'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0798'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 6.5 MILES NORTH ALONG STATE
 FQ0798'HIGHWAY 77, 13 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FQ0798'NORTH END OF A BRIDGE OVER LEROUX WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0502 ***********************************************************************
 FS0502  DESIGNATION -  553+25
 FS0502  PID         -  FS0502
 FS0502  STATE/COUNTY-  AZ/MOHAVE
 FS0502  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0502
 FS0502                         *CURRENT SURVEY CONTROL
 FS0502  ___________________________________________________________________
 FS0502* NAD 83(1986)-  35 29 57.     (N)    114 19 52.     (W)     SCALED    
 FS0502* NAVD 88     -       946.557  (meters)    3105.50   (feet)  POSTED    
 FS0502  ___________________________________________________________________
 FS0502  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0502  DYNAMIC HT  -         945.470 (meters)    3101.93  (feet)  COMP
 FS0502  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 FS0502
 FS0502  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0502
 FS0502.The horizontal coordinates were scaled from a topographic map and have
 FS0502.an estimated accuracy of +/- 6 seconds.
 FS0502
 FS0502.The orthometric height was determined by differential leveling
 FS0502.and adjusted by the  in 1992.
 FS0502.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0502.rate of 3.1 thru 4.0 mm/km.
 FS0502
 FS0502.The geoid height was determined by GEOID03.
 FS0502
 FS0502.The dynamic height is computed by dividing the NAVD 88
 FS0502.geopotential number by the normal gravity value computed on the
 FS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0502.degrees latitude (g = 980.6199 gals.).
 FS0502
 FS0502.The modeled gravity was interpolated from observed gravity values.
 FS0502
 FS0502;                    North         East    Units  Estimated Accuracy
 FS0502;SPC AZ W     -   499,120.      160,640.      MT  (+/- 180 meters Scaled)
 FS0502
 FS0502                          SUPERSEDED SURVEY CONTROL
 FS0502
 FS0502  NGVD 29 (??/??/92)  945.765  (m)         3102.90   (f) ADJ UNCH    1 1
 FS0502
 FS0502.Superseded values are not recommended for survey control.
 FS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0502.See file dsdata.txt to determine how the superseded data were derived.
 FS0502
 FS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV420316(NAD 83)
 FS0502_MARKER: DD = SURVEY DISK
 FS0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0502_SP_SET: CULVERT
 FS0502_STAMPING: 553+25 3103-51 1935
 FS0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0502
 FS0502  HISTORY     - Date     Condition        Report By
 FS0502  HISTORY     - 1935     MONUMENTED       AZHD
 FS0502  HISTORY     - 1949     GOOD             NGS
 FS0502
 FS0502                          STATION DESCRIPTION
 FS0502
 FS0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0502'8.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0502'8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0502'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0502'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0502'SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST OF THE
 FS0502'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0281 ***********************************************************************
 FP0281  DESIGNATION -  5542.13
 FP0281  PID         -  FP0281
 FP0281  STATE/COUNTY-  AZ/APACHE
 FP0281  USGS QUAD   -  PINTA (1972)
 FP0281
 FP0281                         *CURRENT SURVEY CONTROL
 FP0281  ___________________________________________________________________
 FP0281* NAD 83(1986)-  35 05 05.     (N)    109 42 23.     (W)     SCALED    
 FP0281* NAVD 88     -      1690.111  (meters)    5544.97   (feet)  ADJUSTED  
 FP0281  ___________________________________________________________________
 FP0281  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FP0281  DYNAMIC HT  -        1687.765 (meters)    5537.28  (feet)  COMP
 FP0281  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 FP0281
 FP0281  VERT ORDER  -  SECOND    CLASS 0
 FP0281
 FP0281.The horizontal coordinates were scaled from a topographic map and have
 FP0281.an estimated accuracy of +/- 6 seconds.
 FP0281
 FP0281.The orthometric height was determined by differential leveling
 FP0281.and adjusted in June 1991.
 FP0281
 FP0281.The geoid height was determined by GEOID03.
 FP0281
 FP0281.The dynamic height is computed by dividing the NAVD 88
 FP0281.geopotential number by the normal gravity value computed on the
 FP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0281.degrees latitude (g = 980.6199 gals.).
 FP0281
 FP0281.The modeled gravity was interpolated from observed gravity values.
 FP0281
 FP0281;                    North         East    Units  Estimated Accuracy
 FP0281;SPC AZ E     -   453,070.      255,330.      MT  (+/- 180 meters Scaled)
 FP0281
 FP0281                          SUPERSEDED SURVEY CONTROL
 FP0281
 FP0281  NGVD 29 (??/??/92) 1689.209  (m)         5542.01   (f) ADJ UNCH    2 0
 FP0281
 FP0281.Superseded values are not recommended for survey control.
 FP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0281.See file dsdata.txt to determine how the superseded data were derived.
 FP0281
 FP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD179832(NAD 83)
 FP0281_MARKER: DD = SURVEY DISK
 FP0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0281_SP_SET: BRIDGE
 FP0281_STAMPING: 5542.13
 FP0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0281
 FP0281  HISTORY     - Date     Condition        Report By
 FP0281  HISTORY     - UNK      MONUMENTED       AZHD
 FP0281  HISTORY     - 1972     GOOD             USGS
 FP0281  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0281
 FP0281                          STATION DESCRIPTION
 FP0281
 FP0281'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0281'4.6 MI N FROM PETRIFIED FOREST.
 FP0281'FROM PETRIFIED FOREST N.P. INTERCHANGE CONTINUE E. ALONG HIGHWAY 4.6
 FP0281'MI. BM IS 16 FT N. OF CENTER LINE OF W. BOUND TRAFFIC, 5 FT. E. OF THE
 FP0281'W. END OF BRIDGE OVER DEAD WASH IN CONCRETE HEADWALL, A STANDARD AHD
 FP0281'DISK STAMPED 5542.13.
 FP0281
 FP0281                          STATION RECOVERY (1983)
 FP0281
 FP0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0281'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0222 ***********************************************************************
 FR0222  DESIGNATION -  5544.88
 FR0222  PID         -  FR0222
 FR0222  STATE/COUNTY-  AZ/YAVAPAI
 FR0222  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0222
 FR0222                         *CURRENT SURVEY CONTROL
 FR0222  ___________________________________________________________________
 FR0222* NAD 83(1986)-  35 18 17.     (N)    112 46 32.     (W)     SCALED    
 FR0222* NAVD 88     -      1690.763  (meters)    5547.11   (feet)  ADJUSTED  
 FR0222  ___________________________________________________________________
 FR0222  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 FR0222  DYNAMIC HT  -        1688.497 (meters)    5539.68  (feet)  COMP
 FR0222  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 FR0222
 FR0222  VERT ORDER  -  FIRST     CLASS II
 FR0222
 FR0222.The horizontal coordinates were scaled from a topographic map and have
 FR0222.an estimated accuracy of +/- 6 seconds.
 FR0222
 FR0222.The orthometric height was determined by differential leveling
 FR0222.and adjusted in June 1991.
 FR0222
 FR0222.The geoid height was determined by GEOID03.
 FR0222
 FR0222.The dynamic height is computed by dividing the NAVD 88
 FR0222.geopotential number by the normal gravity value computed on the
 FR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0222.degrees latitude (g = 980.6199 gals.).
 FR0222
 FR0222.The modeled gravity was interpolated from observed gravity values.
 FR0222
 FR0222;                    North         East    Units  Estimated Accuracy
 FR0222;SPC AZ C     -   477,720.      135,250.      MT  (+/- 180 meters Scaled)
 FR0222
 FR0222                          SUPERSEDED SURVEY CONTROL
 FR0222
 FR0222  NGVD 29 (??/??/92) 1689.841  (m)         5544.09   (f) ADJ UNCH    1 2
 FR0222
 FR0222.Superseded values are not recommended for survey control.
 FR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0222.See file dsdata.txt to determine how the superseded data were derived.
 FR0222
 FR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE385082(NAD 83)
 FR0222_MARKER: DD = SURVEY DISK
 FR0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0222_STAMPING: 5544.88 966+99.70 1953
 FR0222_MARK LOGO: AZHD  
 FR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0222+STABILITY: SURFACE MOTION
 FR0222
 FR0222  HISTORY     - Date     Condition        Report By
 FR0222  HISTORY     - 1953     MONUMENTED       AZHD
 FR0222  HISTORY     - 1962     GOOD             NGS
 FR0222  HISTORY     - 1982     GOOD             NGS
 FR0222
 FR0222                          STATION DESCRIPTION
 FR0222
 FR0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0222'6.0 MI E FROM SELIGMAN.
 FR0222'6.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0222'SANTA FE RAILWAY STATION AT SELIGMAN, 26 FEET NORTH OF THE CENTER OF
 FR0222'U. S. HIGHWAY 66, 48 FEET SOUTH OF A FENCE, AND IS SET IN TOP OF THE
 FR0222'NORTH HEAD WALL OF A 2 FOOT CONCRETE BOX CULVERT, ABOUT 1 FOOT BELOW
 FR0222'THE LEVEL OF THE HIGHWAY.
 FR0222
 FR0222                          STATION RECOVERY (1982)
 FR0222
 FR0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0277 ***********************************************************************
 FP0277  DESIGNATION -  5552.46
 FP0277  PID         -  FP0277
 FP0277  STATE/COUNTY-  AZ/APACHE
 FP0277  USGS QUAD   -  PINTA (1972)
 FP0277
 FP0277                         *CURRENT SURVEY CONTROL
 FP0277  ___________________________________________________________________
 FP0277* NAD 83(1986)-  35 04 39.     (N)    109 43 53.     (W)     SCALED    
 FP0277* NAVD 88     -      1693.297  (meters)    5555.43   (feet)  ADJUSTED  
 FP0277  ___________________________________________________________________
 FP0277  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FP0277  DYNAMIC HT  -        1690.937 (meters)    5547.68  (feet)  COMP
 FP0277  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 FP0277
 FP0277  VERT ORDER  -  SECOND    CLASS 0
 FP0277
 FP0277.The horizontal coordinates were scaled from a topographic map and have
 FP0277.an estimated accuracy of +/- 6 seconds.
 FP0277
 FP0277.The orthometric height was determined by differential leveling
 FP0277.and adjusted in June 1991.
 FP0277
 FP0277.The geoid height was determined by GEOID03.
 FP0277
 FP0277.The dynamic height is computed by dividing the NAVD 88
 FP0277.geopotential number by the normal gravity value computed on the
 FP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0277.degrees latitude (g = 980.6199 gals.).
 FP0277
 FP0277.The modeled gravity was interpolated from observed gravity values.
 FP0277
 FP0277;                    North         East    Units  Estimated Accuracy
 FP0277;SPC AZ E     -   452,260.      253,050.      MT  (+/- 180 meters Scaled)
 FP0277
 FP0277                          SUPERSEDED SURVEY CONTROL
 FP0277
 FP0277  NGVD 29 (??/??/92) 1692.386  (m)         5552.44   (f) ADJ UNCH    2 0
 FP0277
 FP0277.Superseded values are not recommended for survey control.
 FP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0277.See file dsdata.txt to determine how the superseded data were derived.
 FP0277
 FP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD156823(NAD 83)
 FP0277_MARKER: DD = SURVEY DISK
 FP0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0277_SP_SET: BRIDGE
 FP0277_STAMPING: 5552.46 393X00
 FP0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0277
 FP0277  HISTORY     - Date     Condition        Report By
 FP0277  HISTORY     - UNK      MONUMENTED       AZHD
 FP0277  HISTORY     - 1972     GOOD             USGS
 FP0277  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0277
 FP0277                          STATION DESCRIPTION
 FP0277
 FP0277'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0277'3.3 MI E FROM PETRIFIED FOREST.
 FP0277'FROM PETRIFIED FOREST N.P. INTERCHANGE GO E. ALONG I-40 HIGHWAY 3.3
 FP0277'MI., BM IS 27 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC, CEMENTED IN
 FP0277'CENTER OF 5 FT. CONCRETE BRIDGE HEADWALL THAT IS USED AS A STOCK
 FP0277'UNDERPASS.
 FP0277
 FP0277                          STATION RECOVERY (1983)
 FP0277
 FP0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0277'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0501 ***********************************************************************
 FS0501  DESIGNATION -  556+05
 FS0501  PID         -  FS0501
 FS0501  STATE/COUNTY-  AZ/MOHAVE
 FS0501  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0501
 FS0501                         *CURRENT SURVEY CONTROL
 FS0501  ___________________________________________________________________
 FS0501* NAD 83(1986)-  35 29 57.     (N)    114 19 52.     (W)     SCALED    
 FS0501* NAVD 88     -       946.063  (meters)    3103.88   (feet)  POSTED    
 FS0501  ___________________________________________________________________
 FS0501  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0501  DYNAMIC HT  -         944.970 (meters)    3100.29  (feet)  COMP
 FS0501  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 FS0501
 FS0501  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0501
 FS0501.The horizontal coordinates were scaled from a topographic map and have
 FS0501.an estimated accuracy of +/- 6 seconds.
 FS0501
 FS0501.The orthometric height was determined by differential leveling
 FS0501.and adjusted by the  in 1992.
 FS0501.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0501.rate of 2.1 thru 3.0 mm/km.
 FS0501
 FS0501.The geoid height was determined by GEOID03.
 FS0501
 FS0501.The dynamic height is computed by dividing the NAVD 88
 FS0501.geopotential number by the normal gravity value computed on the
 FS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0501.degrees latitude (g = 980.6199 gals.).
 FS0501
 FS0501.The modeled gravity was interpolated from observed gravity values.
 FS0501
 FS0501;                    North         East    Units  Estimated Accuracy
 FS0501;SPC AZ W     -   499,120.      160,640.      MT  (+/- 180 meters Scaled)
 FS0501
 FS0501                          SUPERSEDED SURVEY CONTROL
 FS0501
 FS0501  NGVD 29 (??/??/92)  945.272  (m)         3101.28   (f) ADJ UNCH    1 1
 FS0501
 FS0501.Superseded values are not recommended for survey control.
 FS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0501.See file dsdata.txt to determine how the superseded data were derived.
 FS0501
 FS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV420316(NAD 83)
 FS0501_MARKER: DD = SURVEY DISK
 FS0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0501_SP_SET: CULVERT
 FS0501_STAMPING: 556+05 3101-90 1935
 FS0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0501
 FS0501  HISTORY     - Date     Condition        Report By
 FS0501  HISTORY     - 1935     MONUMENTED       AZHD
 FS0501  HISTORY     - 1949     GOOD             NGS
 FS0501
 FS0501                          STATION DESCRIPTION
 FS0501
 FS0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0501'8.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0501'8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0501'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0501'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0501'THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE CENTER
 FS0501'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0035 ***********************************************************************
 GQ0035  DESIGNATION -  5561.90
 GQ0035  PID         -  GQ0035
 GQ0035  STATE/COUNTY-  AZ/COCONINO
 GQ0035  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0035
 GQ0035                         *CURRENT SURVEY CONTROL
 GQ0035  ___________________________________________________________________
 GQ0035* NAD 83(1986)-  36 50 45.     (N)    112 16 56.     (W)     SCALED    
 GQ0035* NAVD 88     -      1820.435  (meters)    5972.54   (feet)  POSTED    
 GQ0035  ___________________________________________________________________
 GQ0035  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 GQ0035  DYNAMIC HT  -        1818.210 (meters)    5965.24  (feet)  COMP
 GQ0035  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 GQ0035
 GQ0035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0035
 GQ0035.The horizontal coordinates were scaled from a topographic map and have
 GQ0035.an estimated accuracy of +/- 6 seconds.
 GQ0035
 GQ0035.The orthometric height was determined by differential leveling
 GQ0035.and adjusted by the  in 1992.
 GQ0035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0035.rate of 0.0 thru 1.0 mm/km.
 GQ0035
 GQ0035.The geoid height was determined by GEOID03.
 GQ0035
 GQ0035.The dynamic height is computed by dividing the NAVD 88
 GQ0035.geopotential number by the normal gravity value computed on the
 GQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0035.degrees latitude (g = 980.6199 gals.).
 GQ0035
 GQ0035.The modeled gravity was interpolated from observed gravity values.
 GQ0035
 GQ0035;                    North         East    Units  Estimated Accuracy
 GQ0035;SPC AZ C     -   648,430.      180,760.      MT  (+/- 180 meters Scaled)
 GQ0035
 GQ0035                          SUPERSEDED SURVEY CONTROL
 GQ0035
 GQ0035  NGVD 29 (??/??/92) 1819.376  (m)         5969.07   (f) ADJ UNCH    1 2
 GQ0035
 GQ0035.Superseded values are not recommended for survey control.
 GQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0035.See file dsdata.txt to determine how the superseded data were derived.
 GQ0035
 GQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF856785(NAD 83)
 GQ0035_MARKER: P = PIPE CAP
 GQ0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0035_STAMPING: 5561.90 358
 GQ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0035
 GQ0035  HISTORY     - Date     Condition        Report By
 GQ0035  HISTORY     - UNK      MONUMENTED       BPR
 GQ0035  HISTORY     - 1934     GOOD             NGS
 GQ0035
 GQ0035                          STATION DESCRIPTION
 GQ0035
 GQ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0035'16.3 MI SE FROM FREDONIA.
 GQ0035'16.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0035'COUNTY, 0.3 MILE EAST OF THE JUNCTION OF THE ROAD LEADING SOUTH TO
 GQ0035'RYAN, 0.2 MILE WEST OF A BOUNDARY MARKER OF THE KAIBAB NATIONAL
 GQ0035'FOREST, AND 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 GQ0035'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 5561.90 358 AND
 GQ0035'FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0121 ***********************************************************************
 ET0121  DESIGNATION -  5565
 ET0121  PID         -  ET0121
 ET0121  STATE/COUNTY-  AZ/YAVAPAI
 ET0121  USGS QUAD   -  PRESCOTT (1973)
 ET0121
 ET0121                         *CURRENT SURVEY CONTROL
 ET0121  ___________________________________________________________________
 ET0121* NAD 83(1986)-  34 32 52.     (N)    112 24 04.     (W)     SCALED    
 ET0121* NAVD 88     -      1699.62   (+/-2cm)    5576.2    (feet)  VERTCON   
 ET0121  ___________________________________________________________________
 ET0121  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0121
 ET0121.The horizontal coordinates were scaled from a topographic map and have
 ET0121.an estimated accuracy of +/- 6 seconds.
 ET0121
 ET0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0121.The vertical order pertains to the NGVD 29 superseded value.
 ET0121
 ET0121.The geoid height was determined by GEOID03.
 ET0121
 ET0121;                    North         East    Units  Estimated Accuracy
 ET0121;SPC AZ C     -   393,520.      168,900.      MT  (+/- 180 meters Scaled)
 ET0121
 ET0121                          SUPERSEDED SURVEY CONTROL
 ET0121
 ET0121  NGVD 29 (??/??/92) 1698.713  (m)         5573.19   (f) ADJ UNCH    2 0
 ET0121
 ET0121.Superseded values are not recommended for survey control.
 ET0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0121.See file dsdata.txt to determine how the superseded data were derived.
 ET0121
 ET0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD714237(NAD 83)
 ET0121_MARKER: P = PIPE CAP
 ET0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0121_STAMPING: 5565 PRSCT
 ET0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0121
 ET0121  HISTORY     - Date     Condition        Report By
 ET0121  HISTORY     - UNK      MONUMENTED       USGS
 ET0121  HISTORY     - 1973     GOOD             USGS
 ET0121  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0121  HISTORY     - 20071229 MARK NOT FOUND   GEOCAC
 ET0121
 ET0121                          STATION DESCRIPTION
 ET0121
 ET0121'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0121'4.5 MI E FROM PRESCOTT.
 ET0121'ABOUT 1.2 MI. EAST ALONG U.S. HWY 89 FROM THE YAVAPAI COUNTY COURT
 ET0121'HOUSE IN PRESCOTT, TO THE JUNCTION WITH ARIZONA STATE HWY. 69. THENCE
 ET0121'ABOUT 3.3 MILES SOUTHEASTERLY ALONG STATE HWY 69 TO A PAVED ROAD
 ET0121'LEADING SOUTH, AND SIGN, WALKER ROAD.  ABOUT 450 FT WSW OF THE
 ET0121'INTERSECTION OF STATE HWY 69 AND WALKER ROAD, AND ABOUT 200 FT. SOUTH
 ET0121'OF STATE HWY 69.  A STANDARD USGS BRASS CAP RIVITED TO THE TOP OF A 3
 ET0121'1/2 IRON PIPE AND STAMPED, 5565 PRSCT. PIPE PROJECTS ABOUT 1.2 FT.
 ET0121
 ET0121                          STATION RECOVERY (1997)
 ET0121
 ET0121'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0121'MARK NOT FOUND.
 ET0121
 ET0121                          STATION RECOVERY (2007)
 ET0121
 ET0121'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0237 ***********************************************************************
 GQ0237  DESIGNATION -  5591
 GQ0237  PID         -  GQ0237
 GQ0237  STATE/COUNTY-  AZ/MOHAVE
 GQ0237  USGS QUAD   -  HAVASU FALLS (1988)
 GQ0237
 GQ0237                         *CURRENT SURVEY CONTROL
 GQ0237  ___________________________________________________________________
 GQ0237* NAD 83(1992)-  36 20 40.22969(N)    112 44 55.82138(W)     ADJUSTED  
 GQ0237* NAVD 88     -      1704.6    (meters)    5593.     (feet)  VERTCON   
 GQ0237  ___________________________________________________________________
 GQ0237  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 GQ0237  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 GQ0237  HORZ ORDER  -  THIRD
 GQ0237
 GQ0237.The horizontal coordinates were established by classical geodetic methods
 GQ0237.and adjusted by the National Geodetic Survey in August 1993.
 GQ0237
 GQ0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0237
 GQ0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0237
 GQ0237.The geoid height was determined by GEOID03.
 GQ0237
 GQ0237;                    North         East     Units Scale Factor Converg.
 GQ0237;SPC AZ W     -   593,221.569   303,229.481   MT  1.00003281   +0 35 36.1
 GQ0237;SPC AZ W     - 1,946,264.99    994,847.38   iFT  1.00003281   +0 35 36.1
 GQ0237;UTM  12      - 4,023,580.242   343,062.352   MT  0.99990346   -1 02 11.9
 GQ0237
 GQ0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0237!SPC AZ W     -   0.99973624  x   1.00003281  =   0.99976904
 GQ0237!UTM  12      -   0.99973624  x   0.99990346  =   0.99963972
 GQ0237
 GQ0237:                Primary Azimuth Mark                     Grid Az
 GQ0237:SPC AZ W     -  MESA POINT                               295 20 52.3
 GQ0237:UTM  12      -  MESA POINT                               296 58 40.3
 GQ0237
 GQ0237|---------------------------------------------------------------------|
 GQ0237| PID    Reference Object                     Distance      Geod. Az  |
 GQ0237|                                                           dddmmss.s |
 GQ0237| GQ0259 MESA POINT                          APPROX. 5.7 KM 2955628.4 |
 GQ0237|---------------------------------------------------------------------|
 GQ0237
 GQ0237                          SUPERSEDED SURVEY CONTROL
 GQ0237
 GQ0237  NAD 83(1986)-  36 20 40.22298(N)    112 44 55.81811(W) AD(       ) 3
 GQ0237  NGVD 29 (05/08/89) 1703.8    (m)         5590.     (f) VERT ANG    3  
 GQ0237
 GQ0237.Superseded values are not recommended for survey control.
 GQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0237.See file dsdata.txt to determine how the superseded data were derived.
 GQ0237
 GQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4306223580(NAD 83)
 GQ0237_MARKER: DD = SURVEY DISK
 GQ0237_SETTING: 80 = SET IN A BOULDER
 GQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0237+STABILITY: SURFACE MOTION
 GQ0237
 GQ0237  HISTORY     - Date     Condition        Report By
 GQ0237  HISTORY     - 1956     MONUMENTED       USGS
 GQ0237
 GQ0237                          STATION DESCRIPTION
 GQ0237
 GQ0237'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0237'LOCATED ABOUT 6.7 MI SW. OF KANAB POINT, 1.2 MI N. OF COLORADO
 GQ0237'RIVER.  ON HIGHEST TOP OF BOYSAG POINT.
 GQ0237'
 GQ0237'TO REACH NOT GIVEN.
 GQ0237'
 GQ0237'STATION MARK--STANDARD TABLET STAMPED---5591 10 4 1923---, CEMENTED
 GQ0237'IN LIMESTONE SET FLUSH WITH GROUND.
 GQ0237'
 GQ0237'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0270 ***********************************************************************
 FP0270  DESIGNATION -  5596.73
 FP0270  PID         -  FP0270
 FP0270  STATE/COUNTY-  AZ/APACHE
 FP0270  USGS QUAD   -  KACHINA POINT (1972)
 FP0270
 FP0270                         *CURRENT SURVEY CONTROL
 FP0270  ___________________________________________________________________
 FP0270* NAD 83(1986)-  35 03 18.     (N)    109 47 26.     (W)     SCALED    
 FP0270* NAVD 88     -      1737.261  (meters)    5699.66   (feet)  ADJUSTED  
 FP0270  ___________________________________________________________________
 FP0270  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FP0270  DYNAMIC HT  -        1734.834 (meters)    5691.70  (feet)  COMP
 FP0270  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 FP0270
 FP0270  VERT ORDER  -  SECOND    CLASS 0
 FP0270
 FP0270.The horizontal coordinates were scaled from a topographic map and have
 FP0270.an estimated accuracy of +/- 6 seconds.
 FP0270
 FP0270.The orthometric height was determined by differential leveling
 FP0270.and adjusted in June 1991.
 FP0270
 FP0270.The geoid height was determined by GEOID03.
 FP0270
 FP0270.The dynamic height is computed by dividing the NAVD 88
 FP0270.geopotential number by the normal gravity value computed on the
 FP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0270.degrees latitude (g = 980.6199 gals.).
 FP0270
 FP0270.The modeled gravity was interpolated from observed gravity values.
 FP0270
 FP0270;                    North         East    Units  Estimated Accuracy
 FP0270;SPC AZ E     -   449,740.      247,670.      MT  (+/- 180 meters Scaled)
 FP0270
 FP0270                          SUPERSEDED SURVEY CONTROL
 FP0270
 FP0270  NGVD 29 (??/??/92) 1736.351  (m)         5696.68   (f) ADJ UNCH    2 0
 FP0270
 FP0270.Superseded values are not recommended for survey control.
 FP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0270.See file dsdata.txt to determine how the superseded data were derived.
 FP0270
 FP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD102798(NAD 83)
 FP0270_MARKER: DD = SURVEY DISK
 FP0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0270_SP_SET: BRIDGE
 FP0270_STAMPING: 5596.73 197X00
 FP0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0270
 FP0270  HISTORY     - Date     Condition        Report By
 FP0270  HISTORY     - UNK      MONUMENTED       AZHD
 FP0270  HISTORY     - 1972     GOOD             USGS
 FP0270  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0270
 FP0270                          STATION DESCRIPTION
 FP0270
 FP0270'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0270'25.5 MI E FROM HOLBROOK.
 FP0270'FROM PETRIFIED FOREST N.P. INTERCHANGE BM IS 0.6 MI. W. ALONG HIGHWAY,
 FP0270'24 FT N. OF CENTER LINE OF W. BOUND TRAFFIC AND CENTER OF 14 FT.
 FP0270'CONCRETE BRIDGE HEADWALL LEVEL WITH HIGHWAY OPPOSITE.  A STANDARD AHD
 FP0270'DISK STAMPED 5596.73 197X00 NOTE-- INCORRECT ELEVATION STAMPING OF 100
 FP0270'FT.
 FP0270
 FP0270                          STATION RECOVERY (1983)
 FP0270
 FP0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0270'THE BRIDGE WAS REPLACED IN 1974 AND THE MARK SHOULD BE CONSIDERED
 FP0270'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1558 ***********************************************************************
 DV1558  DESIGNATION -  56 A
 DV1558  PID         -  DV1558
 DV1558  STATE/COUNTY-  AZ/MARICOPA
 DV1558  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1558
 DV1558                         *CURRENT SURVEY CONTROL
 DV1558  ___________________________________________________________________
 DV1558* NAD 83(1986)-  33 31 01.     (N)    113 03 05.     (W)     SCALED    
 DV1558* NAVD 88     -       395.48   (+/-2cm)    1297.5    (feet)  VERTCON   
 DV1558  ___________________________________________________________________
 DV1558  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1558
 DV1558.The horizontal coordinates were scaled from a topographic map and have
 DV1558.an estimated accuracy of +/- 6 seconds.
 DV1558
 DV1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1558.The vertical order pertains to the NGVD 29 superseded value.
 DV1558
 DV1558.The geoid height was determined by GEOID03.
 DV1558
 DV1558;                    North         East    Units  Estimated Accuracy
 DV1558;SPC AZ C     -   279,660.      107,950.      MT  (+/- 180 meters Scaled)
 DV1558
 DV1558                          SUPERSEDED SURVEY CONTROL
 DV1558
 DV1558  NGVD 29 (??/??/92)  394.835  (m)         1295.39   (f) ADJ UNCH    2 0
 DV1558
 DV1558.Superseded values are not recommended for survey control.
 DV1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1558.See file dsdata.txt to determine how the superseded data were derived.
 DV1558
 DV1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC094104(NAD 83)
 DV1558_MARKER: DD = SURVEY DISK
 DV1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1558_STAMPING: 56 A 1962
 DV1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1558+STABILITY: SURFACE MOTION
 DV1558
 DV1558  HISTORY     - Date     Condition        Report By
 DV1558  HISTORY     - 1962     MONUMENTED       AZHD
 DV1558
 DV1558                          STATION DESCRIPTION
 DV1558
 DV1558'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1558'7.20 MI NW FROM TOROPAH.
 DV1558'0.35 MILE EAST-SOUTHEAST OF F 415 56, AN ARIZONA HIGHWAY DEPARTMENT
 DV1558'DISK STAMPED 56 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1558'GROUND, AND IN THE CENTER OF THE MEDINA STRIP OF PROPOSED INTERSTATE
 DV1558'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1006 ***********************************************************************
 FR1006  DESIGNATION -  56 EMH
 FR1006  PID         -  FR1006
 FR1006  STATE/COUNTY-  AZ/COCONINO
 FR1006  USGS QUAD   -  HORSE TRAP MESA (1973)
 FR1006
 FR1006                         *CURRENT SURVEY CONTROL
 FR1006  ___________________________________________________________________
 FR1006* NAD 83(1986)-  35 21 49.     (N)    112 37 05.     (W)     SCALED    
 FR1006* NAVD 88     -      1706.982  (meters)    5600.32   (feet)  POSTED    
 FR1006  ___________________________________________________________________
 FR1006  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 FR1006  DYNAMIC HT  -        1704.710 (meters)    5592.87  (feet)  COMP
 FR1006  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FR1006
 FR1006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1006
 FR1006.The horizontal coordinates were scaled from a topographic map and have
 FR1006.an estimated accuracy of +/- 6 seconds.
 FR1006
 FR1006.The orthometric height was determined by differential leveling
 FR1006.and adjusted by the  in 1992.
 FR1006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1006.rate of 0.0 thru 1.0 mm/km.
 FR1006
 FR1006.The geoid height was determined by GEOID03.
 FR1006
 FR1006.The dynamic height is computed by dividing the NAVD 88
 FR1006.geopotential number by the normal gravity value computed on the
 FR1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1006.degrees latitude (g = 980.6199 gals.).
 FR1006
 FR1006.The modeled gravity was interpolated from observed gravity values.
 FR1006
 FR1006;                    North         East    Units  Estimated Accuracy
 FR1006;SPC AZ C     -   484,140.      149,620.      MT  (+/- 180 meters Scaled)
 FR1006
 FR1006                          SUPERSEDED SURVEY CONTROL
 FR1006
 FR1006  NGVD 29 (??/??/92) 1706.07   (m)         5597.3    (f) COMPUTED    2 2
 FR1006
 FR1006.Superseded values are not recommended for survey control.
 FR1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1006.See file dsdata.txt to determine how the superseded data were derived.
 FR1006
 FR1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE529145(NAD 83)
 FR1006_MARKER: DB = BENCH MARK DISK
 FR1006_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1006_SP_SET: COPPER-CLAD STEEL ROD
 FR1006_STAMPING: 56 EMH 1973 5597
 FR1006_MARK LOGO: USGS  
 FR1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1006
 FR1006  HISTORY     - Date     Condition        Report By
 FR1006  HISTORY     - 1973     MONUMENTED       USGS
 FR1006
 FR1006                          STATION DESCRIPTION
 FR1006
 FR1006'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1006'31.2 KM (19.40 MI) NE FROM SELIGMAN.
 FR1006'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1006'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1006'THENCE 7.6 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1006'THE AT+SF RAILROAD, 27 FEET SOUTH AND 28 FEET WEST OF THE ROAD AT A
 FR1006'DRAIN CROSSING, 3 FEET SOUTH OF A FENCE.  ROD DEPTH UNKNOWN.
 FR1006'THE MARK IS 1 FT BELOW RAOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0648 ***********************************************************************
 FP0648  DESIGNATION -  56 HLS
 FP0648  PID         -  FP0648
 FP0648  STATE/COUNTY-  AZ/APACHE
 FP0648  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0648
 FP0648                         *CURRENT SURVEY CONTROL
 FP0648  ___________________________________________________________________
 FP0648* NAD 83(1986)-  35 25 41.     (N)    109 30 59.     (W)     SCALED    
 FP0648* NAVD 88     -      1937.557  (meters)    6356.80   (feet)  ADJUSTED  
 FP0648  ___________________________________________________________________
 FP0648  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 FP0648  DYNAMIC HT  -        1934.857 (meters)    6347.94  (feet)  COMP
 FP0648  MODELED GRAV-     979,171.1   (mgal)                       NAVD 88
 FP0648
 FP0648  VERT ORDER  -  SECOND    CLASS II
 FP0648
 FP0648.The horizontal coordinates were scaled from a topographic map and have
 FP0648.an estimated accuracy of +/- 6 seconds.
 FP0648
 FP0648.The orthometric height was determined by differential leveling
 FP0648.and adjusted in June 1991.
 FP0648
 FP0648.The geoid height was determined by GEOID03.
 FP0648
 FP0648.The dynamic height is computed by dividing the NAVD 88
 FP0648.geopotential number by the normal gravity value computed on the
 FP0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0648.degrees latitude (g = 980.6199 gals.).
 FP0648
 FP0648.The modeled gravity was interpolated from observed gravity values.
 FP0648
 FP0648;                    North         East    Units  Estimated Accuracy
 FP0648;SPC AZ E     -   491,250.      272,410.      MT  (+/- 180 meters Scaled)
 FP0648
 FP0648                          SUPERSEDED SURVEY CONTROL
 FP0648
 FP0648.No superseded survey control is available for this station.
 FP0648
 FP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE346215(NAD 83)
 FP0648_MARKER: DB = BENCH MARK DISK
 FP0648_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FP0648_SP_SET: FOUNDATION
 FP0648_STAMPING: 56 HLS 1970 6353
 FP0648_MARK LOGO: USGS  
 FP0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0648+STABILITY: SURFACE MOTION
 FP0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0648+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0648
 FP0648  HISTORY     - Date     Condition        Report By
 FP0648  HISTORY     - 1970     MONUMENTED       USGS
 FP0648
 FP0648                          STATION DESCRIPTION
 FP0648
 FP0648'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0648'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0648'OFFICE AT GANADO, ARIZONA), PROCEED 5.3 MILES SOUTH ALONG STATE
 FP0648'HIGHWAY 63 TO THE JUNCTION OF A ROAD HEADING SOUTHEAST TO WILDE
 FP0648'RUINS, 99 FEET EAST OF THE HIGHWAY, 19 FEET NORTH OF THE ROAD
 FP0648'SOUTHEAST, IN THE TOP OF THE WEST END OF THE CONCRETE FOUNDATION OF A
 FP0648'CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0136 ***********************************************************************
 CZ0136  DESIGNATION -  56+40
 CZ0136  PID         -  CZ0136
 CZ0136  STATE/COUNTY-  AZ/PIMA
 CZ0136  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0136
 CZ0136                         *CURRENT SURVEY CONTROL
 CZ0136  ___________________________________________________________________
 CZ0136* NAD 83(1986)-  32 15 18.     (N)    110 58 39.     (W)     SCALED    
 CZ0136* NAVD 88     -       720.87   (+/-2cm)    2365.1    (feet)  VERTCON   
 CZ0136  ___________________________________________________________________
 CZ0136  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ0136  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0136
 CZ0136.The horizontal coordinates were scaled from a topographic map and have
 CZ0136.an estimated accuracy of +/- 6 seconds.
 CZ0136
 CZ0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0136.The vertical order pertains to the NGVD 29 superseded value.
 CZ0136
 CZ0136.The geoid height was determined by GEOID03.
 CZ0136
 CZ0136;                    North         East    Units  Estimated Accuracy
 CZ0136;SPC AZ C     -   139,530.      301,850.      MT  (+/- 180 meters Scaled)
 CZ0136
 CZ0136                          SUPERSEDED SURVEY CONTROL
 CZ0136
 CZ0136  NGVD 29 (??/??/92)  720.205  (m)         2362.87   (f) ADJ UNCH    1 2
 CZ0136
 CZ0136.Superseded values are not recommended for survey control.
 CZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0136.See file dsdata.txt to determine how the superseded data were derived.
 CZ0136
 CZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA021687(NAD 83)
 CZ0136_MARKER: DZ = AZIMUTH MARK DISK
 CZ0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0136_SP_SET: CULVERT
 CZ0136_STAMPING: 2363.66 1937 56+40
 CZ0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0136+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0136
 CZ0136  HISTORY     - Date     Condition        Report By
 CZ0136  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0136  HISTORY     - 1951     GOOD             NGS
 CZ0136  HISTORY     - 20040118 GOOD             GEOCAC
 CZ0136  HISTORY     - 20060315 GOOD             USPSQD
 CZ0136
 CZ0136                          STATION DESCRIPTION
 CZ0136
 CZ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0136'2.6 MI N FROM TUCSON.
 CZ0136'2.6 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0136'BANK AT TUCSON, DIRECTLY IN FRONT OF MCGEES REST HOME AT 2650-1 ORACLE
 CZ0136'ROAD, AT A 24 INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE CENTER OF
 CZ0136'THE LONE EAST CONCRETE HEADWALL, 34 1/2 FEET EAST OF THE CENTERLINE OF
 CZ0136'THE NORTH BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 CZ0136'THAN THE SIDEWALK.
 CZ0136
 CZ0136                          STATION RECOVERY (2004)
 CZ0136
 CZ0136'RECOVERY NOTE BY GEOCACHING 2004 (CGP)
 CZ0136'LOCATED DIRECTLY IN FRONT OF COLONNADES APARTMENTS
 CZ0136
 CZ0136                          STATION RECOVERY (2006)
 CZ0136
 CZ0136'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0136'FOUND IN GOOD SHAPE. NEW LONGITUDE BY GPS W 110 58 40.3
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0288 ***********************************************************************
 FP0288  DESIGNATION -  5605.49
 FP0288  PID         -  FP0288
 FP0288  STATE/COUNTY-  AZ/APACHE
 FP0288  USGS QUAD   -  PINTA (1972)
 FP0288
 FP0288                         *CURRENT SURVEY CONTROL
 FP0288  ___________________________________________________________________
 FP0288* NAD 83(1986)-  35 06 05.     (N)    109 37 42.     (W)     SCALED    
 FP0288* NAVD 88     -      1709.584  (meters)    5608.86   (feet)  ADJUSTED  
 FP0288  ___________________________________________________________________
 FP0288  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FP0288  DYNAMIC HT  -        1707.201 (meters)    5601.04  (feet)  COMP
 FP0288  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0288
 FP0288  VERT ORDER  -  SECOND    CLASS 0
 FP0288
 FP0288.The horizontal coordinates were scaled from a topographic map and have
 FP0288.an estimated accuracy of +/- 6 seconds.
 FP0288
 FP0288.The orthometric height was determined by differential leveling
 FP0288.and adjusted in June 1991.
 FP0288
 FP0288.The geoid height was determined by GEOID03.
 FP0288
 FP0288.The dynamic height is computed by dividing the NAVD 88
 FP0288.geopotential number by the normal gravity value computed on the
 FP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0288.degrees latitude (g = 980.6199 gals.).
 FP0288
 FP0288.The modeled gravity was interpolated from observed gravity values.
 FP0288
 FP0288;                    North         East    Units  Estimated Accuracy
 FP0288;SPC AZ E     -   454,950.      262,440.      MT  (+/- 180 meters Scaled)
 FP0288
 FP0288                          SUPERSEDED SURVEY CONTROL
 FP0288
 FP0288  NGVD 29 (??/??/92) 1708.670  (m)         5605.86   (f) ADJ UNCH    2 0
 FP0288
 FP0288.Superseded values are not recommended for survey control.
 FP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0288.See file dsdata.txt to determine how the superseded data were derived.
 FP0288
 FP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD250851(NAD 83)
 FP0288_MARKER: DB = BENCH MARK DISK
 FP0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0288_SP_SET: BRIDGE
 FP0288_STAMPING: 5605.49 715X00
 FP0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0288
 FP0288  HISTORY     - Date     Condition        Report By
 FP0288  HISTORY     - UNK      MONUMENTED       AZHD
 FP0288  HISTORY     - 1972     GOOD             USGS
 FP0288  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0288
 FP0288                          STATION DESCRIPTION
 FP0288
 FP0288'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0288'5.2 MI W FROM NAVAJO.
 FP0288'FROM THE HIGHWAY INTERCHANGE AT NAVAJO CONTINUE W. ALONG I-40 HIGHWAY
 FP0288'5.2 MI., BM IS 24 FT. N. OF THE CENTER LINE OF THE W. BOUND TRAFFIC IN
 FP0288'CENTER OF N. HEADWALL OF A 7 FT. CONCRETE BRIDGE.
 FP0288
 FP0288                          STATION RECOVERY (1983)
 FP0288
 FP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0288'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0363 ***********************************************************************
 FS0363  DESIGNATION -  561+80
 FS0363  PID         -  FS0363
 FS0363  STATE/COUNTY-  AZ/MOHAVE
 FS0363  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0363
 FS0363                         *CURRENT SURVEY CONTROL
 FS0363  ___________________________________________________________________
 FS0363* NAD 83(1986)-  35 29 57.     (N)    114 19 55.     (W)     SCALED    
 FS0363* NAVD 88     -       944.483  (meters)    3098.69   (feet)  POSTED    
 FS0363  ___________________________________________________________________
 FS0363  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0363  DYNAMIC HT  -         943.390 (meters)    3095.11  (feet)  COMP
 FS0363  MODELED GRAV-     979,450.0   (mgal)                       NAVD 88
 FS0363
 FS0363  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0363
 FS0363.The horizontal coordinates were scaled from a topographic map and have
 FS0363.an estimated accuracy of +/- 6 seconds.
 FS0363
 FS0363.The orthometric height was determined by differential leveling
 FS0363.and adjusted by the  in 1992.
 FS0363.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0363.rate of 3.1 thru 4.0 mm/km.
 FS0363
 FS0363.The geoid height was determined by GEOID03.
 FS0363
 FS0363.The dynamic height is computed by dividing the NAVD 88
 FS0363.geopotential number by the normal gravity value computed on the
 FS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0363.degrees latitude (g = 980.6199 gals.).
 FS0363
 FS0363.The modeled gravity was interpolated from observed gravity values.
 FS0363
 FS0363;                    North         East    Units  Estimated Accuracy
 FS0363;SPC AZ W     -   499,120.      160,560.      MT  (+/- 180 meters Scaled)
 FS0363
 FS0363                          SUPERSEDED SURVEY CONTROL
 FS0363
 FS0363  NGVD 29 (??/??/92)  943.69   (m)         3096.1    (f) COMPUTED    1 1
 FS0363
 FS0363.Superseded values are not recommended for survey control.
 FS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0363.See file dsdata.txt to determine how the superseded data were derived.
 FS0363
 FS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV420316(NAD 83)
 FS0363_MARKER: DD = SURVEY DISK
 FS0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0363_SP_SET: CULVERT
 FS0363_STAMPING: 561+80 3096-73 1935
 FS0363_MARK LOGO: AZHD  
 FS0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0363
 FS0363  HISTORY     - Date     Condition        Report By
 FS0363  HISTORY     - 1935     MONUMENTED       AZHD
 FS0363  HISTORY     - 1949     GOOD             NGS
 FS0363  HISTORY     - 1982     GOOD             NGS
 FS0363
 FS0363                          STATION DESCRIPTION
 FS0363
 FS0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0363'8.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0363'8.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0363'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 4- BY
 FS0363'6- FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0363'CENTER OF THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE
 FS0363'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0363'HIGHWAY.
 FS0363
 FS0363                          STATION RECOVERY (1982)
 FS0363
 FS0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0363'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0803 ***********************************************************************
 CZ0803  DESIGNATION -  562+40
 CZ0803  PID         -  CZ0803
 CZ0803  STATE/COUNTY-  AZ/PIMA
 CZ0803  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0803
 CZ0803                         *CURRENT SURVEY CONTROL
 CZ0803  ___________________________________________________________________
 CZ0803* NAD 83(1986)-  32 06 32.     (N)    111 13 55.     (W)     SCALED    
 CZ0803* NAVD 88     -       753.21   (+/-2cm)    2471.2    (feet)  VERTCON   
 CZ0803  ___________________________________________________________________
 CZ0803  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0803
 CZ0803.The horizontal coordinates were scaled from a topographic map and have
 CZ0803.an estimated accuracy of +/- 6 seconds.
 CZ0803
 CZ0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0803.The vertical order pertains to the NGVD 29 superseded value.
 CZ0803
 CZ0803.The geoid height was determined by GEOID03.
 CZ0803
 CZ0803;                    North         East    Units  Estimated Accuracy
 CZ0803;SPC AZ C     -   123,150.      277,980.      MT  (+/- 180 meters Scaled)
 CZ0803
 CZ0803                          SUPERSEDED SURVEY CONTROL
 CZ0803
 CZ0803  NGVD 29 (??/??/92)  752.524  (m)         2468.91   (f) ADJ UNCH    2 0
 CZ0803
 CZ0803.Superseded values are not recommended for survey control.
 CZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0803.See file dsdata.txt to determine how the superseded data were derived.
 CZ0803
 CZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA781525(NAD 83)
 CZ0803_MARKER: DD = SURVEY DISK
 CZ0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0803_SP_SET: CULVERT
 CZ0803_STAMPING: 562+40 2469.76
 CZ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0803
 CZ0803  HISTORY     - Date     Condition        Report By
 CZ0803  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0803  HISTORY     - 1951     GOOD             NGS
 CZ0803
 CZ0803                          STATION DESCRIPTION
 CZ0803
 CZ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0803'16.8 MI SW FROM TUCSON.
 CZ0803'16.8 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL OF TUCSON, ALONG
 CZ0803'STATE HIGHWAY 86, 1 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE
 CZ0803'HIGHWAY, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0803'HEADWALL OF A 6 BY 8 FOOT CONCRETE CULVERT, 11 YARDS SOUTH OF A
 CZ0803'TELEPHONE LINE, 14 FEET NORTH WEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0803'AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0691 ***********************************************************************
 ET0691  DESIGNATION -  562.6
 ET0691  PID         -  ET0691
 ET0691  STATE/COUNTY-  AZ/LA PAZ
 ET0691  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0691
 ET0691                         *CURRENT SURVEY CONTROL
 ET0691  ___________________________________________________________________
 ET0691* NAD 83(1986)-  34 15 23.     (N)    113 58 44.     (W)     SCALED    
 ET0691* NAVD 88     -       172.10   (+/-2cm)     564.6    (feet)  VERTCON   
 ET0691  ___________________________________________________________________
 ET0691  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ET0691  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0691
 ET0691.The horizontal coordinates were scaled from a topographic map and have
 ET0691.an estimated accuracy of +/- 6 seconds.
 ET0691
 ET0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0691.The vertical order pertains to the NGVD 29 superseded value.
 ET0691
 ET0691.The geoid height was determined by GEOID03.
 ET0691
 ET0691;                    North         East    Units  Estimated Accuracy
 ET0691;SPC AZ W     -   361,130.      192,280.      MT  (+/- 180 meters Scaled)
 ET0691
 ET0691                          SUPERSEDED SURVEY CONTROL
 ET0691
 ET0691  NGVD 29 (??/??/92)  171.495  (m)          562.65   (f) ADJ UNCH    1 2
 ET0691
 ET0691.Superseded values are not recommended for survey control.
 ET0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0691.See file dsdata.txt to determine how the superseded data were derived.
 ET0691
 ET0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC256946(NAD 83)
 ET0691_MARKER: DD = SURVEY DISK
 ET0691_SETTING: 66 = SET IN ROCK OUTCROP
 ET0691_SP_SET: ROCK LEDGE
 ET0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0691+STABILITY: POSITION/ELEVATION WELL
 ET0691
 ET0691  HISTORY     - Date     Condition        Report By
 ET0691  HISTORY     - UNK      MONUMENTED       USGS
 ET0691  HISTORY     - 1948     GOOD             NGS
 ET0691  HISTORY     - 1976     MARK NOT FOUND   NGS
 ET0691
 ET0691                          STATION DESCRIPTION
 ET0691
 ET0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0691'29.4 MI N FROM BOUSE.
 ET0691'28.5 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0691'BOUSE, THENCE 0.9 MILE WEST ALONG THE YUCCA-PARKER ROAD FROM THE
 ET0691'JUNCTION OF THE BOUSE-PLANET ROAD, ON THE SOUTH BANK OF WILLIAMS
 ET0691'RIVER, ABOUT 25 FEET WEST OF A U.S.G.S. GAGING STATION, AND ABOUT 2
 ET0691'FEET ABOVE GROUND.  SET IN THE TOP OF ROCK LEDGE.
 ET0691
 ET0691                          STATION RECOVERY (1976)
 ET0691
 ET0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ET0691'SEARCH WAS MADE FOR BENCH MARK BUT NOT RECOVERED BELIEVED TO BE UNDER
 ET0691'8 FT. OF ROCK AND DIRT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0276 ***********************************************************************
 FP0276  DESIGNATION -  5621.25
 FP0276  PID         -  FP0276
 FP0276  STATE/COUNTY-  AZ/APACHE
 FP0276  USGS QUAD   -  PINTA (1972)
 FP0276
 FP0276                         *CURRENT SURVEY CONTROL
 FP0276  ___________________________________________________________________
 FP0276* NAD 83(1986)-  35 04 19.     (N)    109 44 57.     (W)     SCALED    
 FP0276* NAVD 88     -      1715.465  (meters)    5628.15   (feet)  ADJUSTED  
 FP0276  ___________________________________________________________________
 FP0276  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FP0276  DYNAMIC HT  -        1713.068 (meters)    5620.29  (feet)  COMP
 FP0276  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 FP0276
 FP0276  VERT ORDER  -  SECOND    CLASS 0
 FP0276
 FP0276.The horizontal coordinates were scaled from a topographic map and have
 FP0276.an estimated accuracy of +/- 6 seconds.
 FP0276
 FP0276.The orthometric height was determined by differential leveling
 FP0276.and adjusted in June 1991.
 FP0276
 FP0276.The geoid height was determined by GEOID03.
 FP0276
 FP0276.The dynamic height is computed by dividing the NAVD 88
 FP0276.geopotential number by the normal gravity value computed on the
 FP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0276.degrees latitude (g = 980.6199 gals.).
 FP0276
 FP0276.The modeled gravity was interpolated from observed gravity values.
 FP0276
 FP0276;                    North         East    Units  Estimated Accuracy
 FP0276;SPC AZ E     -   451,640.      251,440.      MT  (+/- 180 meters Scaled)
 FP0276
 FP0276                          SUPERSEDED SURVEY CONTROL
 FP0276
 FP0276  NGVD 29 (??/??/92) 1714.552  (m)         5625.16   (f) ADJ UNCH    2 0
 FP0276
 FP0276.Superseded values are not recommended for survey control.
 FP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0276.See file dsdata.txt to determine how the superseded data were derived.
 FP0276
 FP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD140817(NAD 83)
 FP0276_MARKER: DD = SURVEY DISK
 FP0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0276_SP_SET: BRIDGE
 FP0276_STAMPING: 5621.25 335X75
 FP0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0276
 FP0276  HISTORY     - Date     Condition        Report By
 FP0276  HISTORY     - UNK      MONUMENTED       AZHD
 FP0276  HISTORY     - 1959     GOOD             NGS
 FP0276  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0276
 FP0276                          STATION DESCRIPTION
 FP0276
 FP0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0276'28.3 MI E FROM HOLBROOK.
 FP0276'28.3 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 FP0276'AT HOLBROOK, 0.3 MILE EAST OF MILEPOST 335, 20 FEET NORTH OF THE
 FP0276'CENTER OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0276'NORTH HEADWALL OF A 14-FOOT CONCRETE BRIDGE THAT IS AN UNDERPASS FOR
 FP0276'STOCK, ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 FP0276
 FP0276                          STATION RECOVERY (1983)
 FP0276
 FP0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0276'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0295 ***********************************************************************
 FP0295  DESIGNATION -  5639 05
 FP0295  PID         -  FP0295
 FP0295  STATE/COUNTY-  AZ/APACHE
 FP0295  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0295
 FP0295                         *CURRENT SURVEY CONTROL
 FP0295  ___________________________________________________________________
 FP0295* NAD 83(1986)-  35 07 03.     (N)    109 34 21.     (W)     SCALED    
 FP0295* NAVD 88     -      1719.722  (meters)    5642.12   (feet)  ADJUSTED  
 FP0295  ___________________________________________________________________
 FP0295  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FP0295  DYNAMIC HT  -        1717.322 (meters)    5634.25  (feet)  COMP
 FP0295  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 FP0295
 FP0295  VERT ORDER  -  SECOND    CLASS 0
 FP0295
 FP0295.The horizontal coordinates were scaled from a topographic map and have
 FP0295.an estimated accuracy of +/- 6 seconds.
 FP0295
 FP0295.The orthometric height was determined by differential leveling
 FP0295.and adjusted in June 1991.
 FP0295
 FP0295.The geoid height was determined by GEOID03.
 FP0295
 FP0295.The dynamic height is computed by dividing the NAVD 88
 FP0295.geopotential number by the normal gravity value computed on the
 FP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0295.degrees latitude (g = 980.6199 gals.).
 FP0295
 FP0295.The modeled gravity was interpolated from observed gravity values.
 FP0295
 FP0295;                    North         East    Units  Estimated Accuracy
 FP0295;SPC AZ E     -   456,770.      267,520.      MT  (+/- 180 meters Scaled)
 FP0295
 FP0295                          SUPERSEDED SURVEY CONTROL
 FP0295
 FP0295  NGVD 29 (??/??/92) 1718.803  (m)         5639.11   (f) ADJ UNCH    2 0
 FP0295
 FP0295.Superseded values are not recommended for survey control.
 FP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0295.See file dsdata.txt to determine how the superseded data were derived.
 FP0295
 FP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD300870(NAD 83)
 FP0295_MARKER: DD = SURVEY DISK
 FP0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0295_SP_SET: CULVERT
 FP0295_STAMPING: 5639-05 893+00 1955
 FP0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0295
 FP0295  HISTORY     - Date     Condition        Report By
 FP0295  HISTORY     - 1955     MONUMENTED       AZHD
 FP0295  HISTORY     - 1959     GOOD             NGS
 FP0295  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0295
 FP0295                          STATION DESCRIPTION
 FP0295
 FP0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0295'2.1 MI W FROM NAVAJO POST OFFICE.
 FP0295'2.1 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0295'0.2 MILE WEST OF MILEPOST 346, 28 FEET NORTH OF THE CENTER OF THE WEST
 FP0295'BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A
 FP0295'7-FOOT CONCRETE CULVERT.
 FP0295
 FP0295                          STATION RECOVERY (1983)
 FP0295
 FP0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0295'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0234 ***********************************************************************
 FQ0234  DESIGNATION -  5640.0
 FQ0234  PID         -  FQ0234
 FQ0234  STATE/COUNTY-  AZ/COCONINO
 FQ0234  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0234
 FQ0234                         *CURRENT SURVEY CONTROL
 FQ0234  ___________________________________________________________________
 FQ0234* NAD 83(1986)-  35 01 19.     (N)    111 44 12.     (W)     SCALED    
 FQ0234* NAVD 88     -      1720.25   (+/-2cm)    5643.9    (feet)  VERTCON   
 FQ0234  ___________________________________________________________________
 FQ0234  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0234  VERT ORDER  -  ? (See Below)
 FQ0234
 FQ0234.The horizontal coordinates were scaled from a topographic map and have
 FQ0234.an estimated accuracy of +/- 6 seconds.
 FQ0234
 FQ0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0234.The vertical order pertains to the NGVD 29 superseded value.
 FQ0234
 FQ0234.The geoid height was determined by GEOID03.
 FQ0234
 FQ0234;                    North         East    Units  Estimated Accuracy
 FQ0234;SPC AZ C     -   446,020.      229,790.      MT  (+/- 180 meters Scaled)
 FQ0234
 FQ0234                          SUPERSEDED SURVEY CONTROL
 FQ0234
 FQ0234  NGVD 29 (??/??/92) 1719.309  (m)         5640.77   (f) ADJ UNCH    ?  
 FQ0234
 FQ0234.Superseded values are not recommended for survey control.
 FQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0234.See file dsdata.txt to determine how the superseded data were derived.
 FQ0234
 FQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327757(NAD 83)
 FQ0234_MARKER: Z = SEE DESCRIPTION
 FQ0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0234_SP_SET: TREE
 FQ0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0234
 FQ0234  HISTORY     - Date     Condition        Report By
 FQ0234  HISTORY     - UNK      MONUMENTED       USGS
 FQ0234  HISTORY     - 1933     GOOD             NGS
 FQ0234
 FQ0234                          STATION DESCRIPTION
 FQ0234
 FQ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0234'14.0 MI N FROM SEDONA.
 FQ0234'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 FQ0234'COUNTY, ON AN OLD ROAD TO FLAGSTAFF, ABOUT 200 FEET NORTH OF A WOODEN
 FQ0234'BRIDGE, ABOUT 80 FEET WEST OF A CREEK, 30 FEET EAST OF THE CENTER LINE
 FQ0234'OF THE OLD ROAD, AND IN THE ROOT OF A PINE TREE PAINTED U.S. 5640.0
 FQ0234'B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 FQ0234'WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0224 ***********************************************************************
 FR0224  DESIGNATION -  5652.71
 FR0224  PID         -  FR0224
 FR0224  STATE/COUNTY-  AZ/YAVAPAI
 FR0224  USGS QUAD   -  CROOKTON (1973)
 FR0224
 FR0224                         *CURRENT SURVEY CONTROL
 FR0224  ___________________________________________________________________
 FR0224* NAD 83(1986)-  35 17 50.     (N)    112 44 59.     (W)     SCALED    
 FR0224* NAVD 88     -      1723.625  (meters)    5654.93   (feet)  ADJUSTED  
 FR0224  ___________________________________________________________________
 FR0224  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0224  DYNAMIC HT  -        1721.312 (meters)    5647.34  (feet)  COMP
 FR0224  MODELED GRAV-     979,231.0   (mgal)                       NAVD 88
 FR0224
 FR0224  VERT ORDER  -  FIRST     CLASS II
 FR0224
 FR0224.The horizontal coordinates were scaled from a topographic map and have
 FR0224.an estimated accuracy of +/- 6 seconds.
 FR0224
 FR0224.The orthometric height was determined by differential leveling
 FR0224.and adjusted in June 1991.
 FR0224
 FR0224.The geoid height was determined by GEOID03.
 FR0224
 FR0224.The dynamic height is computed by dividing the NAVD 88
 FR0224.geopotential number by the normal gravity value computed on the
 FR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0224.degrees latitude (g = 980.6199 gals.).
 FR0224
 FR0224.The modeled gravity was interpolated from observed gravity values.
 FR0224
 FR0224;                    North         East    Units  Estimated Accuracy
 FR0224;SPC AZ C     -   476,860.      137,600.      MT  (+/- 180 meters Scaled)
 FR0224
 FR0224                          SUPERSEDED SURVEY CONTROL
 FR0224
 FR0224  NGVD 29 (??/??/92) 1722.698  (m)         5651.89   (f) ADJ UNCH    1 2
 FR0224
 FR0224.Superseded values are not recommended for survey control.
 FR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0224.See file dsdata.txt to determine how the superseded data were derived.
 FR0224
 FR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE409074(NAD 83)
 FR0224_MARKER: DD = SURVEY DISK
 FR0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0224_STAMPING: 5652.71 884+2500 1953
 FR0224_MARK LOGO: AZHD  
 FR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0224+STABILITY: SURFACE MOTION
 FR0224
 FR0224  HISTORY     - Date     Condition        Report By
 FR0224  HISTORY     - 1953     MONUMENTED       AZHD
 FR0224  HISTORY     - 1962     GOOD             NGS
 FR0224  HISTORY     - 1982     GOOD             NGS
 FR0224
 FR0224                          STATION DESCRIPTION
 FR0224
 FR0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0224'7.6 MI E FROM SELIGMAN.
 FR0224'7.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0224'SANTA FE RAILWAY STATION AT SELIGMAN, 19 FEET NORTH OF THE CENTER OF
 FR0224'U. S. HIGHWAY 66, 53 FEET SOUTH OF A FENCE, AND ABOUT LEVEL WITH THE
 FR0224'HIGHWAY, AND IS SET IN THE TOP AND APPROXIMATE CENTER OF THE NORTH
 FR0224'HEAD WALL OF A 20 FOOT CONCRETE BOX CULVERT WITH 2 OPENINGS.
 FR0224
 FR0224                          STATION RECOVERY (1982)
 FR0224
 FR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0226 ***********************************************************************
 FR0226  DESIGNATION -  5654.96
 FR0226  PID         -  FR0226
 FR0226  STATE/COUNTY-  AZ/YAVAPAI
 FR0226  USGS QUAD   -  CROOKTON (1973)
 FR0226
 FR0226                         *CURRENT SURVEY CONTROL
 FR0226  ___________________________________________________________________
 FR0226* NAD 83(1986)-  35 17 07.     (N)    112 43 21.     (W)     SCALED    
 FR0226* NAVD 88     -      1724.518  (meters)    5657.86   (feet)  ADJUSTED  
 FR0226  ___________________________________________________________________
 FR0226  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FR0226  DYNAMIC HT  -        1722.189 (meters)    5650.22  (feet)  COMP
 FR0226  MODELED GRAV-     979,222.6   (mgal)                       NAVD 88
 FR0226
 FR0226  VERT ORDER  -  FIRST     CLASS II
 FR0226
 FR0226.The horizontal coordinates were scaled from a topographic map and have
 FR0226.an estimated accuracy of +/- 6 seconds.
 FR0226
 FR0226.The orthometric height was determined by differential leveling
 FR0226.and adjusted in June 1991.
 FR0226
 FR0226.The geoid height was determined by GEOID03.
 FR0226
 FR0226.The dynamic height is computed by dividing the NAVD 88
 FR0226.geopotential number by the normal gravity value computed on the
 FR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0226.degrees latitude (g = 980.6199 gals.).
 FR0226
 FR0226.The modeled gravity was interpolated from observed gravity values.
 FR0226
 FR0226;                    North         East    Units  Estimated Accuracy
 FR0226;SPC AZ C     -   475,520.      140,060.      MT  (+/- 180 meters Scaled)
 FR0226
 FR0226                          SUPERSEDED SURVEY CONTROL
 FR0226
 FR0226  NGVD 29 (??/??/92) 1723.537  (m)         5654.64   (f) ADJ UNCH    1 2
 FR0226
 FR0226.Superseded values are not recommended for survey control.
 FR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0226.See file dsdata.txt to determine how the superseded data were derived.
 FR0226
 FR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE433060(NAD 83)
 FR0226_MARKER: DD = SURVEY DISK
 FR0226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0226_STAMPING: 5654.96 35+00 19
 FR0226_MARK LOGO: AZHD  
 FR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0226+STABILITY: SURFACE MOTION
 FR0226
 FR0226  HISTORY     - Date     Condition        Report By
 FR0226  HISTORY     - UNK      MONUMENTED       AZHD
 FR0226  HISTORY     - 1962     GOOD             NGS
 FR0226  HISTORY     - 1982     GOOD             NGS
 FR0226
 FR0226                          STATION DESCRIPTION
 FR0226
 FR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0226'9.4 MI E FROM SELIGMAN.
 FR0226'9.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0226'SANTA FE RAILWAY STATION AT SELIGMAN, 22 FEET SOUTH OF THE CENTER OF
 FR0226'U. S. HIGHWAY 66, 78 FEET NORTH OF THE FENCE, SET IN TOP AND
 FR0226'APPROXIMATE CENTER OF THE SOUTH HEAD WALL OF A 15 FOOT CONCRETE BOX
 FR0226'CULVERT WITH 2 OPENINGS.
 FR0226
 FR0226                          STATION RECOVERY (1982)
 FR0226
 FR0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0289 ***********************************************************************
 FP0289  DESIGNATION -  5659.56
 FP0289  PID         -  FP0289
 FP0289  STATE/COUNTY-  AZ/APACHE
 FP0289  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0289
 FP0289                         *CURRENT SURVEY CONTROL
 FP0289  ___________________________________________________________________
 FP0289* NAD 83(1986)-  35 06 13.     (N)    109 36 51.     (W)     SCALED    
 FP0289* NAVD 88     -      1726.039  (meters)    5662.85   (feet)  ADJUSTED  
 FP0289  ___________________________________________________________________
 FP0289  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FP0289  DYNAMIC HT  -        1723.631 (meters)    5654.95  (feet)  COMP
 FP0289  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0289
 FP0289  VERT ORDER  -  SECOND    CLASS 0
 FP0289
 FP0289.The horizontal coordinates were scaled from a topographic map and have
 FP0289.an estimated accuracy of +/- 6 seconds.
 FP0289
 FP0289.The orthometric height was determined by differential leveling
 FP0289.and adjusted in June 1991.
 FP0289
 FP0289.The geoid height was determined by GEOID03.
 FP0289
 FP0289.The dynamic height is computed by dividing the NAVD 88
 FP0289.geopotential number by the normal gravity value computed on the
 FP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0289.degrees latitude (g = 980.6199 gals.).
 FP0289
 FP0289.The modeled gravity was interpolated from observed gravity values.
 FP0289
 FP0289;                    North         East    Units  Estimated Accuracy
 FP0289;SPC AZ E     -   455,210.      263,730.      MT  (+/- 180 meters Scaled)
 FP0289
 FP0289                          SUPERSEDED SURVEY CONTROL
 FP0289
 FP0289  NGVD 29 (??/??/92) 1725.124  (m)         5659.84   (f) ADJ UNCH    2 0
 FP0289
 FP0289.Superseded values are not recommended for survey control.
 FP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0289.See file dsdata.txt to determine how the superseded data were derived.
 FP0289
 FP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD263854(NAD 83)
 FP0289_MARKER: DD = SURVEY DISK
 FP0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0289_SP_SET: BRIDGE
 FP0289_STAMPING: 5659.56 758X50 1955
 FP0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0289
 FP0289  HISTORY     - Date     Condition        Report By
 FP0289  HISTORY     - 1955     MONUMENTED       AZHD
 FP0289  HISTORY     - 1959     GOOD             NGS
 FP0289  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0289
 FP0289                          STATION DESCRIPTION
 FP0289
 FP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0289'4.85 MI W FROM NAVAJO POST OFFICE.
 FP0289'4.85 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0289'0.3 MILE EAST OF MILEPOST 343, 25 FEET NORTH OF THE CENTER OF THE WEST
 FP0289'BOUND TRAFFIC LANE, CEMENTED IN THE NORTH HEADWALL OF A 7-FOOT
 FP0289'CONCRETE BRIDGE.
 FP0289
 FP0289                          STATION RECOVERY (1983)
 FP0289
 FP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0289'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0286 ***********************************************************************
 FP0286  DESIGNATION -  5665.44
 FP0286  PID         -  FP0286
 FP0286  STATE/COUNTY-  AZ/APACHE
 FP0286  USGS QUAD   -  PINTA (1972)
 FP0286
 FP0286                         *CURRENT SURVEY CONTROL
 FP0286  ___________________________________________________________________
 FP0286* NAD 83(1986)-  35 05 52.     (N)    109 39 12.     (W)     SCALED    
 FP0286* NAVD 88     -      1727.813  (meters)    5668.67   (feet)  ADJUSTED  
 FP0286  ___________________________________________________________________
 FP0286  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FP0286  DYNAMIC HT  -        1725.411 (meters)    5660.79  (feet)  COMP
 FP0286  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 FP0286
 FP0286  VERT ORDER  -  SECOND    CLASS 0
 FP0286
 FP0286.The horizontal coordinates were scaled from a topographic map and have
 FP0286.an estimated accuracy of +/- 6 seconds.
 FP0286
 FP0286.The orthometric height was determined by differential leveling
 FP0286.and adjusted in June 1991.
 FP0286
 FP0286.The geoid height was determined by GEOID03.
 FP0286
 FP0286.The dynamic height is computed by dividing the NAVD 88
 FP0286.geopotential number by the normal gravity value computed on the
 FP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0286.degrees latitude (g = 980.6199 gals.).
 FP0286
 FP0286.The modeled gravity was interpolated from observed gravity values.
 FP0286
 FP0286;                    North         East    Units  Estimated Accuracy
 FP0286;SPC AZ E     -   454,540.      260,160.      MT  (+/- 180 meters Scaled)
 FP0286
 FP0286                          SUPERSEDED SURVEY CONTROL
 FP0286
 FP0286  NGVD 29 (??/??/92) 1726.908  (m)         5665.70   (f) ADJ UNCH    2 0
 FP0286
 FP0286.Superseded values are not recommended for survey control.
 FP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0286.See file dsdata.txt to determine how the superseded data were derived.
 FP0286
 FP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD227847(NAD 83)
 FP0286_MARKER: DD = SURVEY DISK
 FP0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0286_SP_SET: BRIDGE
 FP0286_STAMPING: 5665.44 639X00
 FP0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0286
 FP0286  HISTORY     - Date     Condition        Report By
 FP0286  HISTORY     - UNK      MONUMENTED       AZHD
 FP0286  HISTORY     - 1959     GOOD             NGS
 FP0286  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0286
 FP0286                          STATION DESCRIPTION
 FP0286
 FP0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0286'7.15 MI W FROM NAVAJO POST OFFICE.
 FP0286'7.15 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0286'1.1 MILE EAST OF MILEPOST 340, 23 FEET NORTH OF THE WEST BOUND TRAFFIC
 FP0286'LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A 7 FOOT
 FP0286'CONCRETE BRIDGE THAT IS USED AS A STOCK UNDERPASS.
 FP0286
 FP0286                          STATION RECOVERY (1983)
 FP0286
 FP0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0286'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0296 ***********************************************************************
 FP0296  DESIGNATION -  5665.93
 FP0296  PID         -  FP0296
 FP0296  STATE/COUNTY-  AZ/APACHE
 FP0296  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0296
 FP0296                         *CURRENT SURVEY CONTROL
 FP0296  ___________________________________________________________________
 FP0296* NAD 83(1986)-  35 07 27.     (N)    109 33 13.     (W)     SCALED    
 FP0296* NAVD 88     -      1727.923  (meters)    5669.03   (feet)  ADJUSTED  
 FP0296  ___________________________________________________________________
 FP0296  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FP0296  DYNAMIC HT  -        1725.515 (meters)    5661.13  (feet)  COMP
 FP0296  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 FP0296
 FP0296  VERT ORDER  -  SECOND    CLASS 0
 FP0296
 FP0296.The horizontal coordinates were scaled from a topographic map and have
 FP0296.an estimated accuracy of +/- 6 seconds.
 FP0296
 FP0296.The orthometric height was determined by differential leveling
 FP0296.and adjusted in June 1991.
 FP0296
 FP0296.The geoid height was determined by GEOID03.
 FP0296
 FP0296.The dynamic height is computed by dividing the NAVD 88
 FP0296.geopotential number by the normal gravity value computed on the
 FP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0296.degrees latitude (g = 980.6199 gals.).
 FP0296
 FP0296.The modeled gravity was interpolated from observed gravity values.
 FP0296
 FP0296;                    North         East    Units  Estimated Accuracy
 FP0296;SPC AZ E     -   457,520.      269,240.      MT  (+/- 180 meters Scaled)
 FP0296
 FP0296                          SUPERSEDED SURVEY CONTROL
 FP0296
 FP0296  NGVD 29 (??/??/92) 1727.008  (m)         5666.03   (f) ADJ UNCH    2 0
 FP0296
 FP0296.Superseded values are not recommended for survey control.
 FP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0296.See file dsdata.txt to determine how the superseded data were derived.
 FP0296
 FP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD317877(NAD 83)
 FP0296_MARKER: DD = SURVEY DISK
 FP0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0296_SP_SET: BRIDGE
 FP0296_STAMPING: 5665.44 639X00
 FP0296_MARK LOGO: AZHD  
 FP0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0296
 FP0296  HISTORY     - Date     Condition        Report By
 FP0296  HISTORY     - UNK      MONUMENTED       AZHD
 FP0296  HISTORY     - 1972     GOOD             USGS
 FP0296  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0296
 FP0296                          STATION DESCRIPTION
 FP0296
 FP0296'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0296'6.7 MI W FROM NAVAJO.
 FP0296'FROM NAVAJO HIGHWAY INTERCHANGE CONTINUE W. ALONG I-40 HIGHWAY 6.7
 FP0296'MI., BM IS 24 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC IN THE CENTER
 FP0296'OF A 7 FT. CONCRETE BRIDGE HEADWALL THAT IS USED AS A STOCK UNDERPASS.
 FP0296
 FP0296                          STATION RECOVERY (1983)
 FP0296
 FP0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0296'THERE IS A NEW CULVERT AT THIS LOCATION, MARK NOT FOUND.  OLD
 FP0296'DESCRIPTION FOLLOWS.  0.9 MILE WEST ALONG U. S. HIGHWAY 66 FROM THE
 FP0296'POST OFFICE AT NAVAJO, NORTH OF MILEPOST 347, 23 FEET NORTH OF THE
 FP0296'CENTER OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0296'NORTH HEADWALL OF A 7-FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0361 ***********************************************************************
 FS0361  DESIGNATION -  567+45
 FS0361  PID         -  FS0361
 FS0361  STATE/COUNTY-  AZ/MOHAVE
 FS0361  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0361
 FS0361                         *CURRENT SURVEY CONTROL
 FS0361  ___________________________________________________________________
 FS0361* NAD 83(1986)-  35 30 06.     (N)    114 19 57.     (W)     SCALED    
 FS0361* NAVD 88     -       942.729  (meters)    3092.94   (feet)  POSTED    
 FS0361  ___________________________________________________________________
 FS0361  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0361  DYNAMIC HT  -         941.650 (meters)    3089.40  (feet)  COMP
 FS0361  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 FS0361
 FS0361  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0361
 FS0361.The horizontal coordinates were scaled from a topographic map and have
 FS0361.an estimated accuracy of +/- 6 seconds.
 FS0361
 FS0361.The orthometric height was determined by differential leveling
 FS0361.and adjusted by the  in 1992.
 FS0361.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0361.rate of 1.1 thru 2.0 mm/km.
 FS0361
 FS0361.The geoid height was determined by GEOID03.
 FS0361
 FS0361.The dynamic height is computed by dividing the NAVD 88
 FS0361.geopotential number by the normal gravity value computed on the
 FS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0361.degrees latitude (g = 980.6199 gals.).
 FS0361
 FS0361.The modeled gravity was interpolated from observed gravity values.
 FS0361
 FS0361;                    North         East    Units  Estimated Accuracy
 FS0361;SPC AZ W     -   499,400.      160,510.      MT  (+/- 180 meters Scaled)
 FS0361
 FS0361                          SUPERSEDED SURVEY CONTROL
 FS0361
 FS0361  NGVD 29 (??/??/92)  941.942  (m)         3090.35   (f) ADJ UNCH    1 1
 FS0361
 FS0361.Superseded values are not recommended for survey control.
 FS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0361.See file dsdata.txt to determine how the superseded data were derived.
 FS0361
 FS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV419319(NAD 83)
 FS0361_MARKER: DD = SURVEY DISK
 FS0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0361_SP_SET: CULVERT
 FS0361_STAMPING: 567+45 3090-96 1935
 FS0361_MARK LOGO: AZHD  
 FS0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0361
 FS0361  HISTORY     - Date     Condition        Report By
 FS0361  HISTORY     - 1935     MONUMENTED       AZHD
 FS0361  HISTORY     - 1949     GOOD             NGS
 FS0361  HISTORY     - 1982     GOOD             NGS
 FS0361
 FS0361                          STATION DESCRIPTION
 FS0361
 FS0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0361'8.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0361'8.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0361'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0361'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0361'SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST OF THE
 FS0361'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0361
 FS0361                          STATION RECOVERY (1982)
 FS0361
 FS0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0361'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0347 ***********************************************************************
 DU0347  DESIGNATION -  5697.45
 DU0347  PID         -  DU0347
 DU0347  STATE/COUNTY-  AZ/GILA
 DU0347  USGS QUAD   -  CHRYSOTILE (1966)
 DU0347
 DU0347                         *CURRENT SURVEY CONTROL
 DU0347  ___________________________________________________________________
 DU0347* NAD 83(1986)-  33 41 16.     (N)    110 34 13.     (W)     SCALED    
 DU0347* NAVD 88     -      1736.838  (meters)    5698.28   (feet)  ADJUSTED  
 DU0347  ___________________________________________________________________
 DU0347  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DU0347  DYNAMIC HT  -        1734.315 (meters)    5690.00  (feet)  COMP
 DU0347  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 DU0347
 DU0347  VERT ORDER  -  SECOND    CLASS 0
 DU0347
 DU0347.The horizontal coordinates were scaled from a topographic map and have
 DU0347.an estimated accuracy of +/- 6 seconds.
 DU0347
 DU0347.The orthometric height was determined by differential leveling
 DU0347.and adjusted in June 1991.
 DU0347
 DU0347.The geoid height was determined by GEOID03.
 DU0347
 DU0347.The dynamic height is computed by dividing the NAVD 88
 DU0347.geopotential number by the normal gravity value computed on the
 DU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0347.degrees latitude (g = 980.6199 gals.).
 DU0347
 DU0347.The modeled gravity was interpolated from observed gravity values.
 DU0347
 DU0347;                    North         East    Units  Estimated Accuracy
 DU0347;SPC AZ E     -   298,100.      175,940.      MT  (+/- 180 meters Scaled)
 DU0347
 DU0347                          SUPERSEDED SURVEY CONTROL
 DU0347
 DU0347  NGVD 29 (??/??/92) 1736.094  (m)         5695.84   (f) ADJ UNCH    2 0
 DU0347
 DU0347.Superseded values are not recommended for survey control.
 DU0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0347.See file dsdata.txt to determine how the superseded data were derived.
 DU0347
 DU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC398276(NAD 83)
 DU0347_MARKER: DD = SURVEY DISK
 DU0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0347_SP_SET: CULVERT
 DU0347_STAMPING: STA. 1532.55 EL 5697.45
 DU0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0347
 DU0347  HISTORY     - Date     Condition        Report By
 DU0347  HISTORY     - UNK      MONUMENTED       AZHD
 DU0347  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0347
 DU0347                          STATION DESCRIPTION
 DU0347
 DU0347'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0347'30.0 MI NE FROM GLOBE.
 DU0347'30.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0347'ABOUT 3.5 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE ROAD, AT
 DU0347'THE FOOT OF THE SOUTH SLOPE OF A GRADE, AT A CONCRETE BOX CULVERT, IN
 DU0347'THE TOP OF THE EAST HEAD WALL, 18 FEET EAST OF THE CENTER LINE OF THE
 DU0347'HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE ROADWAY.  AN ARIZONA STATE
 DU0347'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED STA 1532.55 EL 5697.45.
 DU0347'NOTE-- U.S. HWY. 60 HAS BEEN REALIGNED AND NEW CONCRETE CULVERTS
 DU0347'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1557 ***********************************************************************
 DV1557  DESIGNATION -  57 A
 DV1557  PID         -  DV1557
 DV1557  STATE/COUNTY-  AZ/MARICOPA
 DV1557  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1557
 DV1557                         *CURRENT SURVEY CONTROL
 DV1557  ___________________________________________________________________
 DV1557* NAD 83(1986)-  33 30 48.     (N)    113 01 58.     (W)     SCALED    
 DV1557* NAVD 88     -       390.35   (+/-2cm)    1280.7    (feet)  VERTCON   
 DV1557  ___________________________________________________________________
 DV1557  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DV1557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1557
 DV1557.The horizontal coordinates were scaled from a topographic map and have
 DV1557.an estimated accuracy of +/- 6 seconds.
 DV1557
 DV1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1557.The vertical order pertains to the NGVD 29 superseded value.
 DV1557
 DV1557.The geoid height was determined by GEOID03.
 DV1557
 DV1557;                    North         East    Units  Estimated Accuracy
 DV1557;SPC AZ C     -   279,240.      109,670.      MT  (+/- 180 meters Scaled)
 DV1557
 DV1557                          SUPERSEDED SURVEY CONTROL
 DV1557
 DV1557  NGVD 29 (??/??/92)  389.702  (m)         1278.55   (f) ADJ UNCH    2 0
 DV1557
 DV1557.Superseded values are not recommended for survey control.
 DV1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1557.See file dsdata.txt to determine how the superseded data were derived.
 DV1557
 DV1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC111100(NAD 83)
 DV1557_MARKER: DD = SURVEY DISK
 DV1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1557_STAMPING: 57 A 1962
 DV1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1557+STABILITY: SURFACE MOTION
 DV1557
 DV1557  HISTORY     - Date     Condition        Report By
 DV1557  HISTORY     - 1962     MONUMENTED       AZHD
 DV1557
 DV1557                          STATION DESCRIPTION
 DV1557
 DV1557'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1557'6.15 MI NW FROM TOROPAH.
 DV1557'0.5 MILE EAST-SOUTHEAST OF B 415 57, AN ARIZONA HIGHWAY DEPARTMENT
 DV1557'DISK STAMPED 57 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1557'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1557'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1007 ***********************************************************************
 FR1007  DESIGNATION -  57 EMH
 FR1007  PID         -  FR1007
 FR1007  STATE/COUNTY-  AZ/COCONINO
 FR1007  USGS QUAD   -  HORSE TRAP MESA (1973)
 FR1007
 FR1007                         *CURRENT SURVEY CONTROL
 FR1007  ___________________________________________________________________
 FR1007* NAD 83(1986)-  35 22 07.     (N)    112 36 20.     (W)     SCALED    
 FR1007* NAVD 88     -      1716.137  (meters)    5630.36   (feet)  POSTED    
 FR1007  ___________________________________________________________________
 FR1007  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 FR1007  DYNAMIC HT  -        1713.850 (meters)    5622.86  (feet)  COMP
 FR1007  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 FR1007
 FR1007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1007
 FR1007.The horizontal coordinates were scaled from a topographic map and have
 FR1007.an estimated accuracy of +/- 6 seconds.
 FR1007
 FR1007.The orthometric height was determined by differential leveling
 FR1007.and adjusted by the  in 1992.
 FR1007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1007.rate of 0.0 thru 1.0 mm/km.
 FR1007
 FR1007.The geoid height was determined by GEOID03.
 FR1007
 FR1007.The dynamic height is computed by dividing the NAVD 88
 FR1007.geopotential number by the normal gravity value computed on the
 FR1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1007.degrees latitude (g = 980.6199 gals.).
 FR1007
 FR1007.The modeled gravity was interpolated from observed gravity values.
 FR1007
 FR1007;                    North         East    Units  Estimated Accuracy
 FR1007;SPC AZ C     -   484,680.      150,760.      MT  (+/- 180 meters Scaled)
 FR1007
 FR1007                          SUPERSEDED SURVEY CONTROL
 FR1007
 FR1007  NGVD 29 (??/??/92) 1715.23   (m)         5627.4    (f) COMPUTED    2 2
 FR1007
 FR1007.Superseded values are not recommended for survey control.
 FR1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1007.See file dsdata.txt to determine how the superseded data were derived.
 FR1007
 FR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE541151(NAD 83)
 FR1007_MARKER: DB = BENCH MARK DISK
 FR1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR1007_SP_SET: CATTLEGUARD
 FR1007_STAMPING: 57 EMH 1973 5627
 FR1007_MARK LOGO: USGS  
 FR1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1007
 FR1007  HISTORY     - Date     Condition        Report By
 FR1007  HISTORY     - 1973     MONUMENTED       USGS
 FR1007
 FR1007                          STATION DESCRIPTION
 FR1007
 FR1007'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1007'32.5 KM (20.20 MI) NE FROM SELIGMAN.
 FR1007'FROM THE RAILROAD STATION IN SELIGMAN, PROCCED 10.6 MILES EAST ALONG
 FR1007'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1007'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1007'THE AT+SF RAILROAD, 65 FEET WEST OF THE JUNCTION OF A ROAD NORTH, 8
 FR1007'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET FROM THE EAST END OF
 FR1007'THE SOUTH CONCRETE SIDEWALL OF A CATTLEGUARD, IN THE CATTLEGUARD.
 FR1007'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0649 ***********************************************************************
 FP0649  DESIGNATION -  57 HLS
 FP0649  PID         -  FP0649
 FP0649  STATE/COUNTY-  AZ/APACHE
 FP0649  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0649
 FP0649                         *CURRENT SURVEY CONTROL
 FP0649  ___________________________________________________________________
 FP0649* NAD 83(1986)-  35 24 56.     (N)    109 30 49.     (W)     SCALED    
 FP0649* NAVD 88     -      1924.845  (meters)    6315.10   (feet)  ADJUSTED  
 FP0649  ___________________________________________________________________
 FP0649  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 FP0649  DYNAMIC HT  -        1922.164 (meters)    6306.30  (feet)  COMP
 FP0649  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 FP0649
 FP0649  VERT ORDER  -  SECOND    CLASS II
 FP0649
 FP0649.The horizontal coordinates were scaled from a topographic map and have
 FP0649.an estimated accuracy of +/- 6 seconds.
 FP0649
 FP0649.The orthometric height was determined by differential leveling
 FP0649.and adjusted in June 1991.
 FP0649
 FP0649.The geoid height was determined by GEOID03.
 FP0649
 FP0649.The dynamic height is computed by dividing the NAVD 88
 FP0649.geopotential number by the normal gravity value computed on the
 FP0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0649.degrees latitude (g = 980.6199 gals.).
 FP0649
 FP0649.The modeled gravity was interpolated from observed gravity values.
 FP0649
 FP0649;                    North         East    Units  Estimated Accuracy
 FP0649;SPC AZ E     -   489,870.      272,670.      MT  (+/- 180 meters Scaled)
 FP0649
 FP0649                          SUPERSEDED SURVEY CONTROL
 FP0649
 FP0649.No superseded survey control is available for this station.
 FP0649
 FP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE349201(NAD 83)
 FP0649_MARKER: DB = BENCH MARK DISK
 FP0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0649_SP_SET: COPPER-CLAD STEEL ROD
 FP0649_STAMPING: 57 HLS 1970 6312
 FP0649_MARK LOGO: USGS  
 FP0649_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0649+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0649
 FP0649  HISTORY     - Date     Condition        Report By
 FP0649  HISTORY     - 1970     MONUMENTED       USGS
 FP0649
 FP0649                          STATION DESCRIPTION
 FP0649
 FP0649'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0649'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0649'OFFICE AT GANADO, ARIZONA), PROCEED 6.1 MILES SOUTH ALONG STATE
 FP0649'HIGHWAY 63, 122 FEET SOUTH OF A TRACK ROAD EAST AND CATTLEGUARD, 100
 FP0649'FEET WEST OF THE HIGHWAY, 1 FOOT EAST OF A FENCE AND WITNESS POST.  A
 FP0649'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0487 ***********************************************************************
 ET0487  DESIGNATION -  5708
 ET0487  PID         -  ET0487
 ET0487  STATE/COUNTY-  AZ/YAVAPAI
 ET0487  USGS QUAD   -  CAMP WOOD (1986)
 ET0487
 ET0487                         *CURRENT SURVEY CONTROL
 ET0487  ___________________________________________________________________
 ET0487* NAD 83(1986)-  34 48 00.     (N)    112 52 55.     (W)     SCALED    
 ET0487* NAVD 88     -      1743.081  (meters)    5718.76   (feet)  POSTED    
 ET0487  ___________________________________________________________________
 ET0487  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0487  DYNAMIC HT  -        1740.710 (meters)    5710.98  (feet)  COMP
 ET0487  MODELED GRAV-     979,212.8   (mgal)                       NAVD 88
 ET0487
 ET0487  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0487
 ET0487.The horizontal coordinates were scaled from a topographic map and have
 ET0487.an estimated accuracy of +/- 6 seconds.
 ET0487
 ET0487.The orthometric height was determined by differential leveling
 ET0487.and adjusted in November 2005.
 ET0487.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0487.was located on a no-check spur therefore a value was not computed.
 ET0487.No vertical observational check was made to the station.
 ET0487
 ET0487.The geoid height was determined by GEOID03.
 ET0487
 ET0487.The dynamic height is computed by dividing the NAVD 88
 ET0487.geopotential number by the normal gravity value computed on the
 ET0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0487.degrees latitude (g = 980.6199 gals.).
 ET0487
 ET0487.The modeled gravity was interpolated from observed gravity values.
 ET0487
 ET0487;                    North         East    Units  Estimated Accuracy
 ET0487;SPC AZ C     -   421,810.      125,040.      MT  (+/- 180 meters Scaled)
 ET0487
 ET0487                          SUPERSEDED SURVEY CONTROL
 ET0487
 ET0487  NGVD 29 (??/??/92) 1742.152  (m)         5715.71   (f) ADJ UNCH    2 0
 ET0487
 ET0487.Superseded values are not recommended for survey control.
 ET0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0487.See file dsdata.txt to determine how the superseded data were derived.
 ET0487
 ET0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD278524(NAD 83)
 ET0487_MARKER: DD = SURVEY DISK
 ET0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0487_STAMPING: PRSCT. ELEV. 5708
 ET0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0487
 ET0487  HISTORY     - Date     Condition        Report By
 ET0487  HISTORY     - UNK      MONUMENTED       USGS
 ET0487  HISTORY     - 1935     GOOD             NGS
 ET0487
 ET0487                          STATION DESCRIPTION
 ET0487
 ET0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0487'11.1 MI SE FROM WALNUT CREEK R S.
 ET0487'11.1 MI. S. E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 0.15 MI. W.
 ET0487'OF THE JUNCTION OF ROADS OF CAMP WOOD TO WALNUT CREEK, SIMMONS AND
 ET0487'TRIANGLE DASH C RANCH AND IS ON THE TRIANGLE DASH C ROAD, 527 FT. W.
 ET0487'OF A FRAME HOUSE, 75 FT. S. OF THE CENTER LINE OF A CREEK, AND 15 FT.
 ET0487'S. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0306 ***********************************************************************
 ES0306  DESIGNATION -  5732
 ES0306  PID         -  ES0306
 ES0306  STATE/COUNTY-  AZ/GILA
 ES0306  USGS QUAD   -  PINE (1973)
 ES0306
 ES0306                         *CURRENT SURVEY CONTROL
 ES0306  ___________________________________________________________________
 ES0306* NAD 83(1986)-  34 23 58.     (N)    111 28 18.     (W)     SCALED    
 ES0306* NAVD 88     -      1748.14   (+/-2cm)    5735.4    (feet)  VERTCON   
 ES0306  ___________________________________________________________________
 ES0306  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0306  VERT ORDER  -  ? (See Below)
 ES0306
 ES0306.The horizontal coordinates were scaled from a topographic map and have
 ES0306.an estimated accuracy of +/- 6 seconds.
 ES0306
 ES0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0306.The vertical order pertains to the NGVD 29 superseded value.
 ES0306
 ES0306.The geoid height was determined by GEOID03.
 ES0306
 ES0306;                    North         East    Units  Estimated Accuracy
 ES0306;SPC AZ E     -   377,730.       93,370.      MT  (+/- 180 meters Scaled)
 ES0306
 ES0306                          SUPERSEDED SURVEY CONTROL
 ES0306
 ES0306  NGVD 29 (??/??/92) 1747.322  (m)         5732.67   (f) ADJ UNCH    ?  
 ES0306
 ES0306.Superseded values are not recommended for survey control.
 ES0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0306.See file dsdata.txt to determine how the superseded data were derived.
 ES0306
 ES0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD566065(NAD 83)
 ES0306_MARKER: S = SPIKE
 ES0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0306_SP_SET: TREE
 ES0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0306
 ES0306  HISTORY     - Date     Condition        Report By
 ES0306  HISTORY     - UNK      MONUMENTED       USGS
 ES0306  HISTORY     - 1933     GOOD             NGS
 ES0306
 ES0306                          STATION DESCRIPTION
 ES0306
 ES0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0306'1.6 MI NW FROM PINE.
 ES0306'AT SIDE OF HIGHWAY, OUTSIDE OF HORSESHOE CURVE, 25 FET NORTH OF
 ES0306'HIGHWAY CENTER-LINE, IN TRUNK OF JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0271 ***********************************************************************
 FP0271  DESIGNATION -  5744.70
 FP0271  PID         -  FP0271
 FP0271  STATE/COUNTY-  AZ/APACHE
 FP0271  USGS QUAD   -  KACHINA POINT (1972)
 FP0271
 FP0271                         *CURRENT SURVEY CONTROL
 FP0271  ___________________________________________________________________
 FP0271* NAD 83(1986)-  35 03 46.     (N)    109 46 34.     (W)     SCALED    
 FP0271* NAVD 88     -      1751.885  (meters)    5747.64   (feet)  ADJUSTED  
 FP0271  ___________________________________________________________________
 FP0271  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FP0271  DYNAMIC HT  -        1749.434 (meters)    5739.60  (feet)  COMP
 FP0271  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 FP0271
 FP0271  VERT ORDER  -  SECOND    CLASS 0
 FP0271
 FP0271.The horizontal coordinates were scaled from a topographic map and have
 FP0271.an estimated accuracy of +/- 6 seconds.
 FP0271
 FP0271.The orthometric height was determined by differential leveling
 FP0271.and adjusted in June 1991.
 FP0271
 FP0271.The geoid height was determined by GEOID03.
 FP0271
 FP0271.The dynamic height is computed by dividing the NAVD 88
 FP0271.geopotential number by the normal gravity value computed on the
 FP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0271.degrees latitude (g = 980.6199 gals.).
 FP0271
 FP0271.The modeled gravity was interpolated from observed gravity values.
 FP0271
 FP0271;                    North         East    Units  Estimated Accuracy
 FP0271;SPC AZ E     -   450,610.      248,980.      MT  (+/- 180 meters Scaled)
 FP0271
 FP0271                          SUPERSEDED SURVEY CONTROL
 FP0271
 FP0271  NGVD 29 (??/??/92) 1750.970  (m)         5744.64   (f) ADJ UNCH    2 0
 FP0271
 FP0271.Superseded values are not recommended for survey control.
 FP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0271.See file dsdata.txt to determine how the superseded data were derived.
 FP0271
 FP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD115806(NAD 83)
 FP0271_MARKER: DD = SURVEY DISK
 FP0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0271_SP_SET: BRIDGE
 FP0271_STAMPING: 5744.70 249X00
 FP0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0271
 FP0271  HISTORY     - Date     Condition        Report By
 FP0271  HISTORY     - UNK      MONUMENTED       AZHD
 FP0271  HISTORY     - 1972     GOOD             USGS
 FP0271  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0271
 FP0271                          STATION DESCRIPTION
 FP0271
 FP0271'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0271'26.5 MI E FROM HOLBROOK.
 FP0271'FROM PETRIFIED FOREST N.P. INTERCHANGE GO E. ALONG I-40 HIGHWAY 0.4
 FP0271'MI. BM IS 24 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC, CENTER OF 8
 FP0271'FT. CONCRETE BRIDGE HEADWALL AND 0.4 FT. HIGHER THAN HIGHWAY OPPOSITE.
 FP0271'A STANDARD AHD DISK, STAMPED 5744.70 (249X00).
 FP0271
 FP0271                          STATION RECOVERY (1983)
 FP0271
 FP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0271'THE BRIDGE WAS REPLACED IN 1974 AND THE MARK SHOULD BE CONSIDERED
 FP0271'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0201 ***********************************************************************
 FP0201  DESIGNATION -  5749 77
 FP0201  PID         -  FP0201
 FP0201  STATE/COUNTY-  AZ/APACHE
 FP0201  USGS QUAD   -  CHAMBERS (1971)
 FP0201
 FP0201                         *CURRENT SURVEY CONTROL
 FP0201  ___________________________________________________________________
 FP0201* NAD 83(1986)-  35 09 19.     (N)    109 30 01.     (W)     SCALED    
 FP0201* NAVD 88     -      1753.437  (meters)    5752.73   (feet)  ADJUSTED  
 FP0201  ___________________________________________________________________
 FP0201  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FP0201  DYNAMIC HT  -        1750.993 (meters)    5744.72  (feet)  COMP
 FP0201  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0201
 FP0201  VERT ORDER  -  SECOND    CLASS 0
 FP0201
 FP0201.The horizontal coordinates were scaled from a topographic map and have
 FP0201.an estimated accuracy of +/- 6 seconds.
 FP0201
 FP0201.The orthometric height was determined by differential leveling
 FP0201.and adjusted in June 1991.
 FP0201
 FP0201.The geoid height was determined by GEOID03.
 FP0201
 FP0201.The dynamic height is computed by dividing the NAVD 88
 FP0201.geopotential number by the normal gravity value computed on the
 FP0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0201.degrees latitude (g = 980.6199 gals.).
 FP0201
 FP0201.The modeled gravity was interpolated from observed gravity values.
 FP0201
 FP0201;                    North         East    Units  Estimated Accuracy
 FP0201;SPC AZ E     -   461,000.      274,070.      MT  (+/- 180 meters Scaled)
 FP0201
 FP0201                          SUPERSEDED SURVEY CONTROL
 FP0201
 FP0201  NGVD 29 (??/??/92) 1752.514  (m)         5749.71   (f) ADJ UNCH    2 0
 FP0201
 FP0201.Superseded values are not recommended for survey control.
 FP0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0201.See file dsdata.txt to determine how the superseded data were derived.
 FP0201
 FP0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365912(NAD 83)
 FP0201_MARKER: DD = SURVEY DISK
 FP0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0201_SP_SET: BRIDGE
 FP0201_STAMPING: 5749-77 1148+00
 FP0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0201
 FP0201  HISTORY     - Date     Condition        Report By
 FP0201  HISTORY     - UNK      MONUMENTED       AZHD
 FP0201  HISTORY     - 1959     GOOD             NGS
 FP0201  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0201  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0201
 FP0201                          STATION DESCRIPTION
 FP0201
 FP0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0201'3.0 MI E FROM NAVAJO POST OFFICE.
 FP0201'3.0 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0201'0.3 MILE WEST OF MILEPOST 351, 24 FEET NORTH OF THE CENTER OF THE WEST
 FP0201'BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH HEADWALL OF A
 FP0201'7-FOOT CONCRETE BRIDGE.  NOTE-- OLD HIGHWAY 66 HAS BEEN REALIGNED.
 FP0201
 FP0201                          STATION RECOVERY (1971)
 FP0201
 FP0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0201'MARK NOT FOUND.
 FP0201
 FP0201                          STATION RECOVERY (1983)
 FP0201
 FP0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0201'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0306 ***********************************************************************
 GQ0306  DESIGNATION -  5749=PHILLIPS
 GQ0306  PID         -  GQ0306
 GQ0306  STATE/COUNTY-  AZ/MOHAVE
 GQ0306  USGS QUAD   -  KANAB POINT (1988)
 GQ0306
 GQ0306                         *CURRENT SURVEY CONTROL
 GQ0306  ___________________________________________________________________
 GQ0306* NAD 83(1992)-  36 26 35.15319(N)    112 41 40.37471(W)     ADJUSTED  
 GQ0306* NAVD 88     -      1752.86   (+/-2cm)    5750.8    (feet)  VERTCON   
 GQ0306  ___________________________________________________________________
 GQ0306  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GQ0306  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GQ0306  HORZ ORDER  -  SECOND
 GQ0306  VERT ORDER  -  THIRD ? (See Below)
 GQ0306
 GQ0306.The horizontal coordinates were established by classical geodetic methods
 GQ0306.and adjusted by the National Geodetic Survey in August 1993.
 GQ0306
 GQ0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0306.The vertical order pertains to the NGVD 29 superseded value.
 GQ0306
 GQ0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0306
 GQ0306.The geoid height was determined by GEOID03.
 GQ0306
 GQ0306;                    North         East     Units Scale Factor Converg.
 GQ0306;SPC AZ W     -   604,213.390   307,983.481   MT  1.00004361   +0 37 37.2
 GQ0306;SPC AZ W     - 1,982,327.40  1,010,444.49   iFT  1.00004361   +0 37 37.2
 GQ0306;UTM  12      - 4,034,430.653   348,126.720   MT  0.99988419   -1 00 24.5
 GQ0306
 GQ0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0306!SPC AZ W     -   0.99972861  x   1.00004361  =   0.99977221
 GQ0306!UTM  12      -   0.99972861  x   0.99988419  =   0.99961284
 GQ0306
 GQ0306:                Primary Azimuth Mark                     Grid Az
 GQ0306:SPC AZ W     -  PHILLIPS AZ MK                           175 46 46.8
 GQ0306:UTM  12      -  PHILLIPS AZ MK                           177 24 48.5
 GQ0306
 GQ0306|---------------------------------------------------------------------|
 GQ0306| PID    Reference Object                     Distance      Geod. Az  |
 GQ0306|                                                           dddmmss.s |
 GQ0306| CH3908 PHILLIPS AZ MK                                     1762424.0 |
 GQ0306| CH3910 PHILLIPS RM 2                         8.934 METERS 19013     |
 GQ0306| CH3909 PHILLIPS RM 1                         4.342 METERS 32938     |
 GQ0306|---------------------------------------------------------------------|
 GQ0306
 GQ0306                          SUPERSEDED SURVEY CONTROL
 GQ0306
 GQ0306  NAD 83(1986)-  36 26 35.14779(N)    112 41 40.37317(W) AD(       ) 2
 GQ0306  NAD 27      -  36 26 35.20700(N)    112 41 37.67200(W) AD(       ) 2
 GQ0306  NGVD 29 (07/19/86) 1751.97   (m)         5747.9    (f) LEVELING    3  
 GQ0306
 GQ0306.Superseded values are not recommended for survey control.
 GQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0306.See file dsdata.txt to determine how the superseded data were derived.
 GQ0306
 GQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4812734431(NAD 83)
 GQ0306_MARKER: DS = TRIANGULATION STATION DISK
 GQ0306_SETTING: 80 = SET IN A BOULDER
 GQ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0306+STABILITY: SURFACE MOTION
 GQ0306
 GQ0306  HISTORY     - Date     Condition        Report By
 GQ0306  HISTORY     - 1903     MONUMENTED       USGS
 GQ0306  HISTORY     - 1933     GOOD             USGS
 GQ0306  HISTORY     - 1934     GOOD             USGS
 GQ0306  HISTORY     - 1953     GOOD             CGS
 GQ0306  HISTORY     - 1956     GOOD             USGS
 GQ0306
 GQ0306                          STATION DESCRIPTION
 GQ0306
 GQ0306'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0306'LOCATED ON WEST RIM OF KANAB CANYON, NEAR NORTHWEST CORNER OF
 GQ0306'LAST BAY BEFORE RIM OF KANAB CANYON JOINS NORTH RIM OF GRAND
 GQ0306'CANYON.
 GQ0306'
 GQ0306'TO REACH FROM FINLEY RESERVOIR AND BLACK KNOLLS, TAKE WAGON RD.
 GQ0306'CEDAR AND PINON TIMBER IS N. AND W. OF STATION.
 GQ0306'
 GQ0306'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0306'IN LIMESTONE ROCK.
 GQ0306
 GQ0306                          STATION RECOVERY (1933)
 GQ0306
 GQ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0306'RECOVERED IN GOOD CONDITION.
 GQ0306'
 GQ0306'LOCATED ABOUT 8 MI S. AND E. OF FINLEYS UPPER RESERVOIR.  ABOUT
 GQ0306'300 FT. W. OF RIM OF KANAB CANYON, AT WEST EDGE OF DIM
 GQ0306'SHEEP-HERDERS RD. WHICH RUNS N. AND S. NEAR RIM.
 GQ0306
 GQ0306                          STATION RECOVERY (1934)
 GQ0306
 GQ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0306'STATION IS ON THE KANAB PLATEAU, ABOUT 4 MILES (AIR LINE)
 GQ0306'NW OF JUNCTION OF GRAND CANYON AND KANAB CANYON, ON N RIM
 GQ0306'OF GRAND CANYON, 100 YARDS W OF KANAB CANYON RIM, 23 FEET E OF
 GQ0306'RUDE WAGON ROAD RUNNING N AND S ALONG CANYON RIM.
 GQ0306'
 GQ0306'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0306'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0306'STATION MARK IS STAMPED U.S.G.S.  IT IS 5749
 GQ0306'FEET FROM THE STATION.
 GQ0306'
 GQ0306'BEST REACHED FROM FREDONIA BY TAKING PIPE SPRINGS HIGHWAY
 GQ0306'W 8.2 MILES, TURN LEFT GO 4.0 MILES, PASS THRU GATE, GO 3.3
 GQ0306'MILES AND TAKE RIGHT FORK ON MAIN-TRAVELED ROAD, GO 0.5 MILE
 GQ0306'TAKE RIGHT FORK ON MAIN-TRAVELED ROAD, GO 1.1 MILES AND AGAIN
 GQ0306'TAKE RIGHT FORK, GO 8.7 MILES AND TAKE LEFT FORK, GO 0.3
 GQ0306'MILE AND KEEP LEFT ON MAIN-TRAVELED ROAD, GO 5.2 MILES PASS
 GQ0306'RESERVOIR HACKS.  CONTINUE ON MAIN-TRAVELED ROAD 3.6 MILES
 GQ0306'AND KEEP RIGHT ON MAIN-TRAVELED ROAD, GO 1.2 MILES AND TAKE
 GQ0306'LEFT FORK, GO 1.7 MILES MAIN-TRAVELED ROAD, TAKE LEFT FORK
 GQ0306'GO 3.0 MILES AND KEEP RIGHT ON MAIN-TRAVELED ROAD.  GO 1.8
 GQ0306'MILES AND PASS LOWER FINLEY TANK AND CONTINUE S 2.0 MILES
 GQ0306'TO UPPER FINLEY TANK AND SHACK.  FROM HERE TAKE ROAD PASS E
 GQ0306'SIDE OF SHACK FOLLOW VALLEY E FOR 1.6 MILES, TAKE RIGHT FORK
 GQ0306'AND GO 4.8 MILES ALONG WAGON ROAD EASTERLY, TO A BENCH MARK,
 GQ0306'TURN SHARP RIGHT (S).  FOLLOW RUDE WAGON ROAD S FOR 2.1
 GQ0306'MILES TO STATION.  RECOMMEND THAT INQUIRIES BE MADE AT
 GQ0306'FINLEYS SHACK CONCERNING THE ROADS OUT TO STATION
 GQ0306'PHILLIPS, WITH WHICH THEY ARE ACQUAINTED.  ABOUT 3-1/2 HOUR
 GQ0306'DRIVE FROM FREDONIA, ARIZONA.
 GQ0306
 GQ0306                          STATION RECOVERY (1953)
 GQ0306
 GQ0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0306'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED
 GQ0306'AND WERE FOUND TO BE IN GOOD CONDITION.  AN AZIMUTH MARK
 GQ0306'FOR THE STATION WAS ESTABLISHED.
 GQ0306'
 GQ0306'THE STATION IS ABOUT 38 MILES SOUTH OF FREDONIA, AT THE WEST
 GQ0306'EDGE OF THE KANAB PLATEAU, ABOUT 4 MILES NORTHWEST OF THE
 GQ0306'JUNCTION OF KANAB CANYON AND GRAND CANYON, 100 YARDS WEST
 GQ0306'OF THE RIM OF KANAB CANYON AND 23 FEET EAST OF A DIM TRACK
 GQ0306'ROAD THAT RUNS NORTH AND SOUTH ALONG THE CANYON RIM.
 GQ0306'
 GQ0306'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION STATION
 GQ0306'IN FREDONIA GO NORTH FOR 0.05 MILE TO THE ROAD TO PIPE SPRINGS
 GQ0306'ON THE LEFT.  TURN LEFT, WEST, AND FOLLOW THE ROAD WEST AND
 GQ0306'SOUTHWEST FOR 8.3 MILES TO A ROAD JUNCTION.  TAKE THE LEFT
 GQ0306'FORK AND CONTINUE SOUTHWESTERLY ON THE MAIN ROAD FOR 25.7
 GQ0306'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 GQ0306'1.5 MILES TO A GATE.  PASS THROUGH THE GATE, TAKE THE LEFT
 GQ0306'FORK, AND CONTINUE SOUTHERLY FOR 3.4 MILES TO A ROAD FORK
 GQ0306'AT A CABIN ON THE RIGHT.  TAKE THE LEFT FORK, PASSING TO THE
 GQ0306'LEFT OF THE CORRAL, AND CONTINUE 0.4 MILE TO A ROAD
 GQ0306'INTERSECTION.  BEAR LEFT AND CONTINUE SOUTHEASTERLY ON THE MAIN
 GQ0306'ROAD FOR 2.6 MILES TO A GATE.  PASS THROUGH THE GATE AND
 GQ0306'FOLLOW THE MAIN ROAD EASTERLY FOR 1.7 MILES TO A FORK AT THE
 GQ0306'NORTHEAST CORNER OF A RESERVOIR (FINLEYS LOWER TANK).
 GQ0306'BEAR RIGHT AND CONTINUE ON THE MAIN ROAD, SOUTHERLY AND
 GQ0306'ALONG THE EAST SIDE OF THE FENCE, FOR 1.8 MILES TO TWO
 GQ0306'CONSECUTIVE GATES.  PASS THROUGH THE GATES AND CONTINUE
 GQ0306'SOUTHEASTERLY FOR 0.3 MILE TO A FORK, JUST BEFORE REACHING A
 GQ0306'SMALL BARN ON THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE 0.4
 GQ0306'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0306'SOUTHEAST FOR 1.6 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0306'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTH, FOR 0.5
 GQ0306'MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD, SOUTH, FOR
 GQ0306'1.9 MILES TO THE TOP OF A RIDGE AND A TRIANGULAR BLAZE ON A
 GQ0306'PINYON TREE ON THE RIGHT.  BEAR RIGHT, SOUTHWEST, AND CONTINUE
 GQ0306'SOUTHERLY ON THE TRACK ROAD FOR 1.2 MILES TO A T-INTERSECTION.
 GQ0306'TURN LEFT, EAST, AND FOLLOW THE MAIN ROAD SOUTHEASTERLY FOR
 GQ0306'6.0 MILES TO A ROAD INTERSECTION AT U.S. GEOLOGICAL SURVEY
 GQ0306'BENCH MARK H 148.  TURN SHARPLY LEFT, NORTH, AND FOLLOW THE
 GQ0306'MAIN ROAD FOR 2.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0306'FOLLOW THE DIM TRACK ROAD FOR 1.4 MILES TO A WHITE WITNESS
 GQ0306'POST ON THE RIGHT AND THE AZIMUTH MARK ON THE RIM 40 YARDS TO
 GQ0306'THE NORTHEAST OF THE ROAD.  CONTINUE NORTH FOR 0.4 MILE TO
 GQ0306'THE STATION ON THE RIGHT.
 GQ0306'
 GQ0306'THE STATION MARK IS STAMPED 5749.  IT IS A STANDARD U.S.
 GQ0306'GEOLOGICAL SURVEY BENCH MARK SET IN AN 18-INCH BY 24-INCH
 GQ0306'BOULDER THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15
 GQ0306'FEET EAST OF A WHITE WITNESS POST.
 GQ0306'
 GQ0306'REFERENCE MARK 1 IS STAMPED PHILLIPS NO 1 1934.  IT IS A
 GQ0306'STANDARD USC AND GS DISK SET IN BEDROCK FLUSH WITH THE SURFACE
 GQ0306'OF THE GROUND.  IT IS 16 FEET EAST OF THE ROAD AND 16 FEET
 GQ0306'NORTH OF A WHITE WITNESS POST.
 GQ0306'
 GQ0306'REFERENCE MARK 2 IS STAMPED PHILLIPS NO 2 1934.  IT IS A
 GQ0306'STANDARD USC AND GS DISK SET IN A 10-INCH BY 12-INCH OUTCROP
 GQ0306'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTH
 GQ0306'OF THE WITNESS POST AND 10 FEET EAST OF THE ROAD.
 GQ0306'
 GQ0306'THE AZIMUTH MARK IS STAMPED PHILLIPS USGS 1934.  IT IS A
 GQ0306'STANDARD USC AND GS DISK SET IN AN 18-INCH BEDROCK LEDGE
 GQ0306'ALONG THE RIM OF THE CANYON.
 GQ0306
 GQ0306                          STATION RECOVERY (1956)
 GQ0306
 GQ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0360 ***********************************************************************
 FS0360  DESIGNATION -  575+50
 FS0360  PID         -  FS0360
 FS0360  STATE/COUNTY-  AZ/MOHAVE
 FS0360  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0360
 FS0360                         *CURRENT SURVEY CONTROL
 FS0360  ___________________________________________________________________
 FS0360* NAD 83(1986)-  35 30 10.     (N)    114 20 03.     (W)     SCALED    
 FS0360* NAVD 88     -       940.369  (meters)    3085.19   (feet)  POSTED    
 FS0360  ___________________________________________________________________
 FS0360  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0360  DYNAMIC HT  -         939.290 (meters)    3081.65  (feet)  COMP
 FS0360  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 FS0360
 FS0360  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0360
 FS0360.The horizontal coordinates were scaled from a topographic map and have
 FS0360.an estimated accuracy of +/- 6 seconds.
 FS0360
 FS0360.The orthometric height was determined by differential leveling
 FS0360.and adjusted by the  in 1992.
 FS0360.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0360.rate of 1.1 thru 2.0 mm/km.
 FS0360
 FS0360.The geoid height was determined by GEOID03.
 FS0360
 FS0360.The dynamic height is computed by dividing the NAVD 88
 FS0360.geopotential number by the normal gravity value computed on the
 FS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0360.degrees latitude (g = 980.6199 gals.).
 FS0360
 FS0360.The modeled gravity was interpolated from observed gravity values.
 FS0360
 FS0360;                    North         East    Units  Estimated Accuracy
 FS0360;SPC AZ W     -   499,520.      160,360.      MT  (+/- 180 meters Scaled)
 FS0360
 FS0360                          SUPERSEDED SURVEY CONTROL
 FS0360
 FS0360  NGVD 29 (??/??/92)  939.582  (m)         3082.61   (f) ADJ UNCH    1 1
 FS0360
 FS0360.Superseded values are not recommended for survey control.
 FS0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0360.See file dsdata.txt to determine how the superseded data were derived.
 FS0360
 FS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV417320(NAD 83)
 FS0360_MARKER: DD = SURVEY DISK
 FS0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0360_SP_SET: CULVERT
 FS0360_STAMPING: 575+50 3083-26 1935
 FS0360_MARK LOGO: AZHD  
 FS0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0360
 FS0360  HISTORY     - Date     Condition        Report By
 FS0360  HISTORY     - 1935     MONUMENTED       AZHD
 FS0360  HISTORY     - 1949     GOOD             NGS
 FS0360  HISTORY     - 1982     GOOD             NGS
 FS0360
 FS0360                          STATION DESCRIPTION
 FS0360
 FS0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0360'8.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0360'8.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0360'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0360'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0360'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST
 FS0360'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0360'HIGHWAY.
 FS0360
 FS0360                          STATION RECOVERY (1982)
 FS0360
 FS0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0360'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1762 ***********************************************************************
 DU1762  DESIGNATION -  576+49.441 RESET
 DU1762  PID         -  DU1762
 DU1762  STATE/COUNTY-  AZ/MARICOPA
 DU1762  USGS QUAD   -  CURRYS CORNER (1982)
 DU1762
 DU1762                         *CURRENT SURVEY CONTROL
 DU1762  ___________________________________________________________________
 DU1762* NAD 83(1986)-  33 37 51.     (N)    111 53 26.     (W)     SCALED    
 DU1762* NAVD 88     -       461.105  (meters)    1512.81   (feet)  ADJUSTED  
 DU1762  ___________________________________________________________________
 DU1762  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU1762  DYNAMIC HT  -         460.559 (meters)    1511.02  (feet)  COMP
 DU1762  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 DU1762
 DU1762  VERT ORDER  -  SECOND    CLASS I
 DU1762
 DU1762.The horizontal coordinates were scaled from a topographic map and have
 DU1762.an estimated accuracy of +/- 6 seconds.
 DU1762
 DU1762.The orthometric height was determined by differential leveling
 DU1762.and adjusted in November 1993.
 DU1762
 DU1762.The geoid height was determined by GEOID03.
 DU1762
 DU1762.The dynamic height is computed by dividing the NAVD 88
 DU1762.geopotential number by the normal gravity value computed on the
 DU1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1762.degrees latitude (g = 980.6199 gals.).
 DU1762
 DU1762.The modeled gravity was interpolated from observed gravity values.
 DU1762
 DU1762;                    North         East    Units  Estimated Accuracy
 DU1762;SPC AZ C     -   291,710.      215,780.      MT  (+/- 180 meters Scaled)
 DU1762
 DU1762                          SUPERSEDED SURVEY CONTROL
 DU1762
 DU1762.No superseded survey control is available for this station.
 DU1762
 DU1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC174215(NAD 83)
 DU1762_MARKER: DD = SURVEY DISK
 DU1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1762_SP_SET: CONCRETE POST
 DU1762_STAMPING: 576+49.441 RESET
 DU1762_MARK LOGO: BOR   
 DU1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1762+STABILITY: SURFACE MOTION
 DU1762
 DU1762  HISTORY     - Date     Condition        Report By
 DU1762  HISTORY     - UNK      MONUMENTED       BOR
 DU1762  HISTORY     - 1984     GOOD             AZDT
 DU1762  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1762
 DU1762                          STATION DESCRIPTION
 DU1762
 DU1762'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1762'IN PHOENIX.
 DU1762'IN PHOENIX, FROM THE INTERSECTION OF CAVE CREEK ROAD AND THE CENTRAL
 DU1762'ARIZONA PROJECT CANAL 0.805 KM (0.5 MI) NORTH OF BEARDSLY ROAD TRAVEL
 DU1762'SOUTHEAST ALONG DIRT TRAIL ON THE SOUTH SIDE OF THE SOUTH RIGHT-OF-WAY
 DU1762'FENCE OF THE CANAL FOR 14.421 KM (8.95 MI) TO THE MARK, 15.64 METERS
 DU1762'(51.3 FT) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 21.34 METERS
 DU1762'(70.0 FT) EAST OF A POWER POLE, 30.48 METERS (100.0 FT) SOUTH OF THE
 DU1762'CANAL CENTERLINE, AND A BRASS CAP IN A CONCRETE POST.
 DU1762
 DU1762                          STATION RECOVERY (2004)
 DU1762
 DU1762'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0211 ***********************************************************************
 FP0211  DESIGNATION -  5760.16
 FP0211  PID         -  FP0211
 FP0211  STATE/COUNTY-  AZ/APACHE
 FP0211  USGS QUAD   -  CHAMBERS (1971)
 FP0211
 FP0211                         *CURRENT SURVEY CONTROL
 FP0211  ___________________________________________________________________
 FP0211* NAD 83(1986)-  35 11 31.     (N)    109 25 39.     (W)     SCALED    
 FP0211* NAVD 88     -      1756.680  (meters)    5763.37   (feet)  ADJUSTED  
 FP0211  ___________________________________________________________________
 FP0211  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 FP0211  DYNAMIC HT  -        1754.238 (meters)    5755.36  (feet)  COMP
 FP0211  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0211
 FP0211  VERT ORDER  -  SECOND    CLASS 0
 FP0211
 FP0211.The horizontal coordinates were scaled from a topographic map and have
 FP0211.an estimated accuracy of +/- 6 seconds.
 FP0211
 FP0211.The orthometric height was determined by differential leveling
 FP0211.and adjusted in June 1991.
 FP0211
 FP0211.The geoid height was determined by GEOID03.
 FP0211
 FP0211.The dynamic height is computed by dividing the NAVD 88
 FP0211.geopotential number by the normal gravity value computed on the
 FP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0211.degrees latitude (g = 980.6199 gals.).
 FP0211
 FP0211.The modeled gravity was interpolated from observed gravity values.
 FP0211
 FP0211;                    North         East    Units  Estimated Accuracy
 FP0211;SPC AZ E     -   465,120.      280,670.      MT  (+/- 180 meters Scaled)
 FP0211
 FP0211                          SUPERSEDED SURVEY CONTROL
 FP0211
 FP0211  NGVD 29 (??/??/92) 1755.756  (m)         5760.34   (f) ADJ UNCH    2 0
 FP0211
 FP0211.Superseded values are not recommended for survey control.
 FP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0211.See file dsdata.txt to determine how the superseded data were derived.
 FP0211
 FP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD431954(NAD 83)
 FP0211_MARKER: DD = SURVEY DISK
 FP0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0211_SP_SET: BRIDGE
 FP0211_STAMPING: 5760.16 1414+82 1952
 FP0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0211
 FP0211  HISTORY     - Date     Condition        Report By
 FP0211  HISTORY     - 1952     MONUMENTED       AZHD
 FP0211  HISTORY     - 1959     GOOD             NGS
 FP0211  HISTORY     - 1971     GOOD             USGS
 FP0211  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0211
 FP0211                          STATION DESCRIPTION
 FP0211
 FP0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0211'8.3 MI E FROM NAVAJO POST OFFICE.
 FP0211'8.3 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0211'0.5 MILE EAST OF THE CHEIFTAIN MOTEL AND CAFE, 0.3 MILE WEST OF
 FP0211'MILEPOST 356, 20 FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN
 FP0211'THE CENTER OF THE SOUTH HEADWALL OF A 60-FOOT CONCRETE BRIDGE. NOTE--
 FP0211'THE STAMPING HAS BEEN ALTERED, BUT THE ORIGINAL STAMPING IS STILL
 FP0211'LEGIBLE.  USE WITH CAUTION.
 FP0211
 FP0211                          STATION RECOVERY (1971)
 FP0211
 FP0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0211'RECOVERED IN GOOD CONDITION.
 FP0211
 FP0211                          STATION RECOVERY (1983)
 FP0211
 FP0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0211'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0395 ***********************************************************************
 FP0395  DESIGNATION -  5762.85
 FP0395  PID         -  FP0395
 FP0395  STATE/COUNTY-  AZ/APACHE
 FP0395  USGS QUAD   -  CHAMBERS (1971)
 FP0395
 FP0395                         *CURRENT SURVEY CONTROL
 FP0395  ___________________________________________________________________
 FP0395* NAD 83(1986)-  35 11 24.     (N)    109 26 20.     (W)     SCALED    
 FP0395* NAVD 88     -      1757.236  (meters)    5765.20   (feet)  ADJUSTED  
 FP0395  ___________________________________________________________________
 FP0395  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 FP0395  DYNAMIC HT  -        1754.793 (meters)    5757.18  (feet)  COMP
 FP0395  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0395
 FP0395  VERT ORDER  -  FIRST     CLASS II
 FP0395
 FP0395.The horizontal coordinates were scaled from a topographic map and have
 FP0395.an estimated accuracy of +/- 6 seconds.
 FP0395
 FP0395.The orthometric height was determined by differential leveling
 FP0395.and adjusted in June 1991.
 FP0395
 FP0395.The geoid height was determined by GEOID03.
 FP0395
 FP0395.The dynamic height is computed by dividing the NAVD 88
 FP0395.geopotential number by the normal gravity value computed on the
 FP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0395.degrees latitude (g = 980.6199 gals.).
 FP0395
 FP0395.The modeled gravity was interpolated from observed gravity values.
 FP0395
 FP0395;                    North         East    Units  Estimated Accuracy
 FP0395;SPC AZ E     -   464,890.      279,640.      MT  (+/- 180 meters Scaled)
 FP0395
 FP0395                          SUPERSEDED SURVEY CONTROL
 FP0395
 FP0395.No superseded survey control is available for this station.
 FP0395
 FP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD421952(NAD 83)
 FP0395_MARKER: DB = BENCH MARK DISK
 FP0395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0395_SP_SET: HEADWALL
 FP0395_STAMPING: 5762.85 1375X38 1964
 FP0395_MARK LOGO: AZDT  
 FP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0395+STABILITY: SURFACE MOTION
 FP0395
 FP0395  HISTORY     - Date     Condition        Report By
 FP0395  HISTORY     - 1964     MONUMENTED       AZDT
 FP0395  HISTORY     - 1983     GOOD             NGS
 FP0395
 FP0395                          STATION DESCRIPTION
 FP0395
 FP0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0395'0.3 KM (0.2 MI) SW FROM CHAMBERS.
 FP0395'0.3 KM (0.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0395'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0395'THE CENTER OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT
 FP0395'UNDER THE NORTH FRONTAGE ROAD, 31.1 METERS (102.0 FT) NORTHWEST OF THE
 FP0395'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 6.1 METERS
 FP0395'(20.0 FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD.
 FP0395'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0075 ***********************************************************************
 ET0075  DESIGNATION -  5763
 ET0075  PID         -  ET0075
 ET0075  STATE/COUNTY-  AZ/YAVAPAI
 ET0075  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0075
 ET0075                         *CURRENT SURVEY CONTROL
 ET0075  ___________________________________________________________________
 ET0075* NAD 83(1986)-  34 40 37.     (N)    112 11 31.     (W)     SCALED    
 ET0075* NAVD 88     -      1759.914  (meters)    5773.98   (feet)  POSTED    
 ET0075  ___________________________________________________________________
 ET0075  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ET0075  DYNAMIC HT  -        1757.480 (meters)    5766.00  (feet)  COMP
 ET0075  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 ET0075
 ET0075  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0075
 ET0075.The horizontal coordinates were scaled from a topographic map and have
 ET0075.an estimated accuracy of +/- 6 seconds.
 ET0075
 ET0075.The orthometric height was determined by differential leveling
 ET0075.and adjusted in November 2005.
 ET0075.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0075.was located on a no-check spur therefore a value was not computed.
 ET0075.No vertical observational check was made to the station.
 ET0075
 ET0075.The geoid height was determined by GEOID03.
 ET0075
 ET0075.The dynamic height is computed by dividing the NAVD 88
 ET0075.geopotential number by the normal gravity value computed on the
 ET0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0075.degrees latitude (g = 980.6199 gals.).
 ET0075
 ET0075.The modeled gravity was interpolated from observed gravity values.
 ET0075
 ET0075;                    North         East    Units  Estimated Accuracy
 ET0075;SPC AZ C     -   407,770.      188,140.      MT  (+/- 180 meters Scaled)
 ET0075
 ET0075                          SUPERSEDED SURVEY CONTROL
 ET0075
 ET0075  NGVD 29 (??/??/92) 1759.040  (m)         5771.12   (f) ADJ UNCH    1 2
 ET0075
 ET0075.Superseded values are not recommended for survey control.
 ET0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0075.See file dsdata.txt to determine how the superseded data were derived.
 ET0075
 ET0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD908378(NAD 83)
 ET0075_MARKER: P = PIPE CAP
 ET0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0075
 ET0075  HISTORY     - Date     Condition        Report By
 ET0075  HISTORY     - UNK      MONUMENTED       USGS
 ET0075  HISTORY     - 1933     GOOD             NGS
 ET0075
 ET0075                          STATION DESCRIPTION
 ET0075
 ET0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0075'12.5 MI SW FROM JOROME.
 ET0075'MOUTH OF YEAGER CANYON, IRON POST, IN SOUTHEAST CORNER OF ABANDONED
 ET0075'CARTER RANCH YARD, (ALSO KNOWN AS HART RANCH), UNDER APPLE TREE,
 ET0075'SOUTHEAST BANK OF STREAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0021 ***********************************************************************
 FR0021  DESIGNATION -  5798
 FR0021  PID         -  FR0021
 FR0021  STATE/COUNTY-  AZ/COCONINO
 FR0021  USGS QUAD   -  VALLE TANK (1989)
 FR0021
 FR0021                         *CURRENT SURVEY CONTROL
 FR0021  ___________________________________________________________________
 FR0021* NAD 83(1986)-  35 42 48.     (N)    112 14 52.     (W)     SCALED    
 FR0021* NAVD 88     -      1766.788  (meters)    5796.54   (feet)  POSTED    
 FR0021  ___________________________________________________________________
 FR0021  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0021  DYNAMIC HT  -        1764.470 (meters)    5788.93  (feet)  COMP
 FR0021  MODELED GRAV-     979,259.9   (mgal)                       NAVD 88
 FR0021
 FR0021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0021
 FR0021.The horizontal coordinates were scaled from a topographic map and have
 FR0021.an estimated accuracy of +/- 6 seconds.
 FR0021
 FR0021.The orthometric height was determined by differential leveling
 FR0021.and adjusted by the  in 1992.
 FR0021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0021.rate of 0.0 thru 1.0 mm/km.
 FR0021
 FR0021.The geoid height was determined by GEOID03.
 FR0021
 FR0021.The dynamic height is computed by dividing the NAVD 88
 FR0021.geopotential number by the normal gravity value computed on the
 FR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0021.degrees latitude (g = 980.6199 gals.).
 FR0021
 FR0021.The modeled gravity was interpolated from observed gravity values.
 FR0021
 FR0021;                    North         East    Units  Estimated Accuracy
 FR0021;SPC AZ C     -   522,760.      183,400.      MT  (+/- 180 meters Scaled)
 FR0021
 FR0021                          SUPERSEDED SURVEY CONTROL
 FR0021
 FR0021  NGVD 29 (??/??/92) 1765.939  (m)         5793.75   (f) ADJ UNCH    2 0
 FR0021
 FR0021.Superseded values are not recommended for survey control.
 FR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0021.See file dsdata.txt to determine how the superseded data were derived.
 FR0021
 FR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE871528(NAD 83)
 FR0021_MARKER: P = PIPE CAP
 FR0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0021_STAMPING: 5798 CANYON
 FR0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0021
 FR0021  HISTORY     - Date     Condition        Report By
 FR0021  HISTORY     - UNK      MONUMENTED       USGS
 FR0021  HISTORY     - 1934     GOOD             NGS
 FR0021
 FR0021                          STATION DESCRIPTION
 FR0021
 FR0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0021'29.75 MI S FROM GRAND CANYON.
 FR0021'ABOUT 29-3/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0021'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 4 FEET
 FR0021'SOUTH OF MILEPOST 34, 29 FEET NORTHWEST OF A HAND CAR TURN-OUT
 FR0021'PLATFORM, AND 28 FEET WEST OF THE CENTER LINE OF THE TRACK.  A UNITED
 FR0021'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5798 CANYON AND RIVETED
 FR0021'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1556 ***********************************************************************
 DV1556  DESIGNATION -  58 A
 DV1556  PID         -  DV1556
 DV1556  STATE/COUNTY-  AZ/MARICOPA
 DV1556  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1556
 DV1556                         *CURRENT SURVEY CONTROL
 DV1556  ___________________________________________________________________
 DV1556* NAD 83(1986)-  33 30 36.     (N)    113 00 59.     (W)     SCALED    
 DV1556* NAVD 88     -       381.97   (+/-2cm)    1253.2    (feet)  VERTCON   
 DV1556  ___________________________________________________________________
 DV1556  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1556
 DV1556.The horizontal coordinates were scaled from a topographic map and have
 DV1556.an estimated accuracy of +/- 6 seconds.
 DV1556
 DV1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1556.The vertical order pertains to the NGVD 29 superseded value.
 DV1556
 DV1556.The geoid height was determined by GEOID03.
 DV1556
 DV1556;                    North         East    Units  Estimated Accuracy
 DV1556;SPC AZ C     -   278,850.      111,190.      MT  (+/- 180 meters Scaled)
 DV1556
 DV1556                          SUPERSEDED SURVEY CONTROL
 DV1556
 DV1556  NGVD 29 (??/??/92)  381.319  (m)         1251.04   (f) ADJ UNCH    2 0
 DV1556
 DV1556.Superseded values are not recommended for survey control.
 DV1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1556.See file dsdata.txt to determine how the superseded data were derived.
 DV1556
 DV1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC127096(NAD 83)
 DV1556_MARKER: DD = SURVEY DISK
 DV1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1556_STAMPING: 58 A 1962
 DV1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1556+STABILITY: SURFACE MOTION
 DV1556
 DV1556  HISTORY     - Date     Condition        Report By
 DV1556  HISTORY     - 1962     MONUMENTED       AZHD
 DV1556
 DV1556                          STATION DESCRIPTION
 DV1556
 DV1556'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1556'5.15 MI NW FROM TOROPAH.
 DV1556'0.5 MILE EAST-SOUTHEAST OF H 415 58, AN ARIZONA HIGHWAY DEPARTMENT
 DV1556'DISK STAMPED 58 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1556'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1556'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1008 ***********************************************************************
 FR1008  DESIGNATION -  58 EMH
 FR1008  PID         -  FR1008
 FR1008  STATE/COUNTY-  AZ/COCONINO
 FR1008  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1008
 FR1008                         *CURRENT SURVEY CONTROL
 FR1008  ___________________________________________________________________
 FR1008* NAD 83(1986)-  35 22 44.     (N)    112 35 41.     (W)     SCALED    
 FR1008* NAVD 88     -      1728.265  (meters)    5670.15   (feet)  POSTED    
 FR1008  ___________________________________________________________________
 FR1008  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 FR1008  DYNAMIC HT  -        1725.970 (meters)    5662.62  (feet)  COMP
 FR1008  MODELED GRAV-     979,244.3   (mgal)                       NAVD 88
 FR1008
 FR1008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1008
 FR1008.The horizontal coordinates were scaled from a topographic map and have
 FR1008.an estimated accuracy of +/- 6 seconds.
 FR1008
 FR1008.The orthometric height was determined by differential leveling
 FR1008.and adjusted by the  in 1992.
 FR1008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1008.rate of 0.0 thru 1.0 mm/km.
 FR1008
 FR1008.The geoid height was determined by GEOID03.
 FR1008
 FR1008.The dynamic height is computed by dividing the NAVD 88
 FR1008.geopotential number by the normal gravity value computed on the
 FR1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1008.degrees latitude (g = 980.6199 gals.).
 FR1008
 FR1008.The modeled gravity was interpolated from observed gravity values.
 FR1008
 FR1008;                    North         East    Units  Estimated Accuracy
 FR1008;SPC AZ C     -   485,820.      151,750.      MT  (+/- 180 meters Scaled)
 FR1008
 FR1008                          SUPERSEDED SURVEY CONTROL
 FR1008
 FR1008.No superseded survey control is available for this station.
 FR1008
 FR1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE551162(NAD 83)
 FR1008_MARKER: DB = BENCH MARK DISK
 FR1008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1008_SP_SET: COPPER-CLAD STEEL ROD
 FR1008_STAMPING: 58 EMH 1973 5667
 FR1008_MARK LOGO: USGS  
 FR1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1008
 FR1008  HISTORY     - Date     Condition        Report By
 FR1008  HISTORY     - 1973     MONUMENTED       USGS
 FR1008
 FR1008                          STATION DESCRIPTION
 FR1008
 FR1008'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1008'34.1 KM (21.20 MI) NE FROM SELIGMAN.
 FR1008'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1008'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1008'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1008'THE AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1008'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1008'ROAD, THENCE 0.8 MILES NORTHEAST ALONG A PIPE LINE ROAD, ABOUT 0.4
 FR1008'MILES SOUTHWEST OF A STOCK TANK ON THE SOUTH SIDE OF THE ROAD, 36
 FR1008'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1008'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0650 ***********************************************************************
 FP0650  DESIGNATION -  58 HLS
 FP0650  PID         -  FP0650
 FP0650  STATE/COUNTY-  AZ/APACHE
 FP0650  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0650
 FP0650                         *CURRENT SURVEY CONTROL
 FP0650  ___________________________________________________________________
 FP0650* NAD 83(1986)-  35 24 12.     (N)    109 30 21.     (W)     SCALED    
 FP0650* NAVD 88     -      1873.485  (meters)    6146.59   (feet)  ADJUSTED  
 FP0650  ___________________________________________________________________
 FP0650  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 FP0650  DYNAMIC HT  -        1870.877 (meters)    6138.04  (feet)  COMP
 FP0650  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 FP0650
 FP0650  VERT ORDER  -  SECOND    CLASS II
 FP0650
 FP0650.The horizontal coordinates were scaled from a topographic map and have
 FP0650.an estimated accuracy of +/- 6 seconds.
 FP0650
 FP0650.The orthometric height was determined by differential leveling
 FP0650.and adjusted in June 1991.
 FP0650
 FP0650.The geoid height was determined by GEOID03.
 FP0650
 FP0650.The dynamic height is computed by dividing the NAVD 88
 FP0650.geopotential number by the normal gravity value computed on the
 FP0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0650.degrees latitude (g = 980.6199 gals.).
 FP0650
 FP0650.The modeled gravity was interpolated from observed gravity values.
 FP0650
 FP0650;                    North         East    Units  Estimated Accuracy
 FP0650;SPC AZ E     -   488,520.      273,380.      MT  (+/- 180 meters Scaled)
 FP0650
 FP0650                          SUPERSEDED SURVEY CONTROL
 FP0650
 FP0650.No superseded survey control is available for this station.
 FP0650
 FP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE356187(NAD 83)
 FP0650_MARKER: DB = BENCH MARK DISK
 FP0650_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0650_SP_SET: HEADWALL
 FP0650_STAMPING: 58 HLS 1970 6143
 FP0650_MARK LOGO: USGS  
 FP0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0650+STABILITY: SURFACE MOTION
 FP0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0650+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0650
 FP0650  HISTORY     - Date     Condition        Report By
 FP0650  HISTORY     - 1970     MONUMENTED       USGS
 FP0650
 FP0650                          STATION DESCRIPTION
 FP0650
 FP0650'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0650'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0650'OFFICE AT GANADO, ARIZONA), PROCEED 7.1 MILES SOUTH ALONG STATE
 FP0650'HIGHWAY 63 TO WILD RUINS WASH, 27 FEET WEST OF THE HIGHWAY, IN THE
 FP0650'TOP AND CENTER OF THE CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0025 ***********************************************************************
 FR0025  DESIGNATION -  5806
 FR0025  PID         -  FR0025
 FR0025  STATE/COUNTY-  AZ/COCONINO
 FR0025  USGS QUAD   -  HOWARD HILL (1979)
 FR0025
 FR0025                         *CURRENT SURVEY CONTROL
 FR0025  ___________________________________________________________________
 FR0025* NAD 83(1986)-  35 45 04.     (N)    112 15 57.     (W)     SCALED    
 FR0025* NAVD 88     -      1769.216  (meters)    5804.50   (feet)  POSTED    
 FR0025  ___________________________________________________________________
 FR0025  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 FR0025  DYNAMIC HT  -        1766.900 (meters)    5796.90  (feet)  COMP
 FR0025  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 FR0025
 FR0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0025
 FR0025.The horizontal coordinates were scaled from a topographic map and have
 FR0025.an estimated accuracy of +/- 6 seconds.
 FR0025
 FR0025.The orthometric height was determined by differential leveling
 FR0025.and adjusted by the  in 1992.
 FR0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0025.rate of 0.0 thru 1.0 mm/km.
 FR0025
 FR0025.The geoid height was determined by GEOID03.
 FR0025
 FR0025.The dynamic height is computed by dividing the NAVD 88
 FR0025.geopotential number by the normal gravity value computed on the
 FR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0025.degrees latitude (g = 980.6199 gals.).
 FR0025
 FR0025.The modeled gravity was interpolated from observed gravity values.
 FR0025
 FR0025;                    North         East    Units  Estimated Accuracy
 FR0025;SPC AZ C     -   526,960.      181,780.      MT  (+/- 180 meters Scaled)
 FR0025
 FR0025                          SUPERSEDED SURVEY CONTROL
 FR0025
 FR0025  NGVD 29 (??/??/92) 1768.368  (m)         5801.72   (f) ADJ UNCH    2 0
 FR0025
 FR0025.Superseded values are not recommended for survey control.
 FR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0025.See file dsdata.txt to determine how the superseded data were derived.
 FR0025
 FR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE855570(NAD 83)
 FR0025_MARKER: P = PIPE CAP
 FR0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0025_STAMPING: 5806 CANYON
 FR0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0025+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0025
 FR0025  HISTORY     - Date     Condition        Report By
 FR0025  HISTORY     - UNK      MONUMENTED       USGS
 FR0025  HISTORY     - 1968     GOOD             NGS
 FR0025  HISTORY     - 20000715 GOOD             AZDT
 FR0025
 FR0025                          STATION DESCRIPTION
 FR0025
 FR0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0025'0.8 MI S FROM WILLAHA.
 FR0025'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0025'THE SIDING SIGN AT WILLAHA, AT THE CROSSING OF A STEEL POWER
 FR0025'TRANSMISSION LINE, 4 1/2 FEET SOUTHWEST OF TELEPHONE POLE 9, 26.5 FEET
 FR0025'WEST OF THE WEST RAIL OF THE WEST TRACK, 39.4 FEET WEST AND ACROSS THE
 FR0025'TRACK FROM MILEPOST 37, 58 FEET SOUTH OF A POINT DIRECTLY UNDER THE
 FR0025'SOUTH POWER LINE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 FR0025'HIGHER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 FR0025'PIPE PROJECTING 1.9 FEET ABOVE THE GROUND.
 FR0025
 FR0025                          STATION RECOVERY (2000)
 FR0025
 FR0025'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0028 ***********************************************************************
 FR0028  DESIGNATION -  5816
 FR0028  PID         -  FR0028
 FR0028  STATE/COUNTY-  AZ/COCONINO
 FR0028  USGS QUAD   -  HOWARD HILL (1979)
 FR0028
 FR0028                         *CURRENT SURVEY CONTROL
 FR0028  ___________________________________________________________________
 FR0028* NAD 83(1986)-  35 47 36.     (N)    112 15 36.     (W)     SCALED    
 FR0028* NAVD 88     -      1772.347  (meters)    5814.78   (feet)  POSTED    
 FR0028  ___________________________________________________________________
 FR0028  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FR0028  DYNAMIC HT  -        1770.010 (meters)    5807.11  (feet)  COMP
 FR0028  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 FR0028
 FR0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0028
 FR0028.The horizontal coordinates were scaled from a topographic map and have
 FR0028.an estimated accuracy of +/- 6 seconds.
 FR0028
 FR0028.The orthometric height was determined by differential leveling
 FR0028.and adjusted by the  in 1992.
 FR0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0028.rate of 0.0 thru 1.0 mm/km.
 FR0028
 FR0028.The geoid height was determined by GEOID03.
 FR0028
 FR0028.The dynamic height is computed by dividing the NAVD 88
 FR0028.geopotential number by the normal gravity value computed on the
 FR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0028.degrees latitude (g = 980.6199 gals.).
 FR0028
 FR0028.The modeled gravity was interpolated from observed gravity values.
 FR0028
 FR0028;                    North         East    Units  Estimated Accuracy
 FR0028;SPC AZ C     -   531,640.      182,330.      MT  (+/- 180 meters Scaled)
 FR0028
 FR0028                          SUPERSEDED SURVEY CONTROL
 FR0028
 FR0028  NGVD 29 (??/??/92) 1771.471  (m)         5811.90   (f) ADJ UNCH    2 0
 FR0028
 FR0028.Superseded values are not recommended for survey control.
 FR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0028.See file dsdata.txt to determine how the superseded data were derived.
 FR0028
 FR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE861617(NAD 83)
 FR0028_MARKER: DD = SURVEY DISK
 FR0028_SETTING: 66 = SET IN ROCK OUTCROP
 FR0028_SP_SET: LIMESTONE OUTCROP
 FR0028_STAMPING: 5816 CANYON
 FR0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0028+STABILITY: POSITION/ELEVATION WELL
 FR0028
 FR0028  HISTORY     - Date     Condition        Report By
 FR0028  HISTORY     - UNK      MONUMENTED       USGS
 FR0028  HISTORY     - 1934     GOOD             NGS
 FR0028
 FR0028                          STATION DESCRIPTION
 FR0028
 FR0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0028'23.75 MI S FROM GRAND CANYON.
 FR0028'ABOUT 23-3/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0028'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT
 FR0028'1-1/2 POLES SOUTH OF MILEPOST 40, THE CENTER LINE OF THE TRACK, 4 FEET
 FR0028'WEST OF A LARGE STONE MOUND, AND IN THE TOP OF A LIMESTONE OUTCROP. A
 FR0028'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK. STAMPED 5816 CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0032 ***********************************************************************
 FR0032  DESIGNATION -  5850
 FR0032  PID         -  FR0032
 FR0032  STATE/COUNTY-  AZ/COCONINO
 FR0032  USGS QUAD   -  HOWARD HILL (1979)
 FR0032
 FR0032                         *CURRENT SURVEY CONTROL
 FR0032  ___________________________________________________________________
 FR0032* NAD 83(1986)-  35 50 11.     (N)    112 15 20.     (W)     SCALED    
 FR0032* NAVD 88     -      1782.603  (meters)    5848.42   (feet)  POSTED    
 FR0032  ___________________________________________________________________
 FR0032  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FR0032  DYNAMIC HT  -        1780.270 (meters)    5840.77  (feet)  COMP
 FR0032  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 FR0032
 FR0032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0032
 FR0032.The horizontal coordinates were scaled from a topographic map and have
 FR0032.an estimated accuracy of +/- 6 seconds.
 FR0032
 FR0032.The orthometric height was determined by differential leveling
 FR0032.and adjusted by the  in 1992.
 FR0032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0032.rate of 0.0 thru 1.0 mm/km.
 FR0032
 FR0032.The geoid height was determined by GEOID03.
 FR0032
 FR0032.The dynamic height is computed by dividing the NAVD 88
 FR0032.geopotential number by the normal gravity value computed on the
 FR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0032.degrees latitude (g = 980.6199 gals.).
 FR0032
 FR0032.The modeled gravity was interpolated from observed gravity values.
 FR0032
 FR0032;                    North         East    Units  Estimated Accuracy
 FR0032;SPC AZ C     -   536,410.      182,750.      MT  (+/- 180 meters Scaled)
 FR0032
 FR0032                          SUPERSEDED SURVEY CONTROL
 FR0032
 FR0032  NGVD 29 (??/??/92) 1781.733  (m)         5845.57   (f) ADJ UNCH    2 0
 FR0032
 FR0032.Superseded values are not recommended for survey control.
 FR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0032.See file dsdata.txt to determine how the superseded data were derived.
 FR0032
 FR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE866665(NAD 83)
 FR0032_MARKER: P = PIPE CAP
 FR0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0032_STAMPING: 5850 CANYON
 FR0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0032
 FR0032  HISTORY     - Date     Condition        Report By
 FR0032  HISTORY     - UNK      MONUMENTED       USGS
 FR0032  HISTORY     - 1934     GOOD             NGS
 FR0032  HISTORY     - 1955     GOOD             NGS
 FR0032
 FR0032                          STATION DESCRIPTION
 FR0032
 FR0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0032'20.75 MI S FROM GRAND CANYON.
 FR0032'ABOUT 20-3/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0032'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 1 FOOT
 FR0032'WEST OF MILEPOST 43, AND 29 FEET WEST OF THE CENTER LINE OF THE TRACK.
 FR0032'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5850 CANYON
 FR0032'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FR0032
 FR0032                          STATION RECOVERY (1955)
 FR0032
 FR0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0019 ***********************************************************************
 FR0019  DESIGNATION -  5871
 FR0019  PID         -  FR0019
 FR0019  STATE/COUNTY-  AZ/COCONINO
 FR0019  USGS QUAD   -  VALLE TANK (1989)
 FR0019
 FR0019                         *CURRENT SURVEY CONTROL
 FR0019  ___________________________________________________________________
 FR0019* NAD 83(1986)-  35 40 16.     (N)    112 12 51.     (W)     SCALED    
 FR0019* NAVD 88     -      1789.131  (meters)    5869.84   (feet)  POSTED    
 FR0019  ___________________________________________________________________
 FR0019  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0019  DYNAMIC HT  -        1786.780 (meters)    5862.13  (feet)  COMP
 FR0019  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 FR0019
 FR0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0019
 FR0019.The horizontal coordinates were scaled from a topographic map and have
 FR0019.an estimated accuracy of +/- 6 seconds.
 FR0019
 FR0019.The orthometric height was determined by differential leveling
 FR0019.and adjusted by the  in 1992.
 FR0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0019.rate of 0.0 thru 1.0 mm/km.
 FR0019
 FR0019.The geoid height was determined by GEOID03.
 FR0019
 FR0019.The dynamic height is computed by dividing the NAVD 88
 FR0019.geopotential number by the normal gravity value computed on the
 FR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0019.degrees latitude (g = 980.6199 gals.).
 FR0019
 FR0019.The modeled gravity was interpolated from observed gravity values.
 FR0019
 FR0019;                    North         East    Units  Estimated Accuracy
 FR0019;SPC AZ C     -   518,070.      186,430.      MT  (+/- 180 meters Scaled)
 FR0019
 FR0019                          SUPERSEDED SURVEY CONTROL
 FR0019
 FR0019  NGVD 29 (??/??/92) 1788.270  (m)         5867.02   (f) ADJ UNCH    2 0
 FR0019
 FR0019.Superseded values are not recommended for survey control.
 FR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0019.See file dsdata.txt to determine how the superseded data were derived.
 FR0019
 FR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE901481(NAD 83)
 FR0019_MARKER: P = PIPE CAP
 FR0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0019_STAMPING: 5871 CANYON
 FR0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0019
 FR0019  HISTORY     - Date     Condition        Report By
 FR0019  HISTORY     - UNK      MONUMENTED       USGS
 FR0019  HISTORY     - 1934     GOOD             NGS
 FR0019
 FR0019                          STATION DESCRIPTION
 FR0019
 FR0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0019'31.25 MI N FROM WILLIAMS.
 FR0019'ABOUT 31-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0019'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 140 FEET
 FR0019'SOUTHEAST OF MILEAGE POST 30-1/2, AND 42 FEET EAST OF THE CENTER LINE
 FR0019'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 FR0019'5871 CANYON AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0220 ***********************************************************************
 FP0220  DESIGNATION -  5871.18
 FP0220  PID         -  FP0220
 FP0220  STATE/COUNTY-  AZ/APACHE
 FP0220  USGS QUAD   -  SANDERS (1971)
 FP0220
 FP0220                         *CURRENT SURVEY CONTROL
 FP0220  ___________________________________________________________________
 FP0220* NAD 83(1986)-  35 13 31.     (N)    109 19 07.     (W)     SCALED    
 FP0220* NAVD 88     -      1790.491  (meters)    5874.30   (feet)  ADJUSTED  
 FP0220  ___________________________________________________________________
 FP0220  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 FP0220  DYNAMIC HT  -        1788.002 (meters)    5866.14  (feet)  COMP
 FP0220  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 FP0220
 FP0220  VERT ORDER  -  SECOND    CLASS 0
 FP0220
 FP0220.The horizontal coordinates were scaled from a topographic map and have
 FP0220.an estimated accuracy of +/- 6 seconds.
 FP0220
 FP0220.The orthometric height was determined by differential leveling
 FP0220.and adjusted in June 1991.
 FP0220
 FP0220.The geoid height was determined by GEOID03.
 FP0220
 FP0220.The dynamic height is computed by dividing the NAVD 88
 FP0220.geopotential number by the normal gravity value computed on the
 FP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0220.degrees latitude (g = 980.6199 gals.).
 FP0220
 FP0220.The modeled gravity was interpolated from observed gravity values.
 FP0220
 FP0220;                    North         East    Units  Estimated Accuracy
 FP0220;SPC AZ E     -   468,890.      290,560.      MT  (+/- 180 meters Scaled)
 FP0220
 FP0220                          SUPERSEDED SURVEY CONTROL
 FP0220
 FP0220  NGVD 29 (??/??/92) 1789.547  (m)         5871.21   (f) ADJ UNCH    2 0
 FP0220
 FP0220.Superseded values are not recommended for survey control.
 FP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0220.See file dsdata.txt to determine how the superseded data were derived.
 FP0220
 FP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD530993(NAD 83)
 FP0220_MARKER: DD = SURVEY DISK
 FP0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0220_SP_SET: BRIDGE
 FP0220_STAMPING: 5871.58 1761-35
 FP0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0220
 FP0220  HISTORY     - Date     Condition        Report By
 FP0220  HISTORY     - UNK      MONUMENTED       AZHD
 FP0220  HISTORY     - 1959     GOOD             NGS
 FP0220  HISTORY     - 1971     GOOD             USGS
 FP0220  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0220
 FP0220                          STATION DESCRIPTION
 FP0220
 FP0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0220'1.1 MI E FROM SANDERS.
 FP0220'1.1 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0220'0.3 MILE EAST OF MILEPOST 362, 23 FEET SOUTH OF THE CENTER OF THE
 FP0220'HIGHWAY, CEMENTED IN THE CENTER OF THE SOUTH HEADWALL OF A 14-FOOT
 FP0220'CONCRETE BRIDGE.  NOTE-- ELEVATION ON TABLET HAS BEEN RESTAMPED,
 FP0220'5871.58 BUT THE STATION IS THE SAME.  MARK MAY HAVE BEEN RESET. USE
 FP0220'WITH CAUTION.
 FP0220
 FP0220                          STATION RECOVERY (1971)
 FP0220
 FP0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0220'RECOVERED IN GOOD CONDITION.
 FP0220
 FP0220                          STATION RECOVERY (1983)
 FP0220
 FP0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0220'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0370 ***********************************************************************
 GP0370  DESIGNATION -  5874.93
 GP0370  PID         -  GP0370
 GP0370  STATE/COUNTY-  AZ/COCONINO
 GP0370  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0370
 GP0370                         *CURRENT SURVEY CONTROL
 GP0370  ___________________________________________________________________
 GP0370* NAD 83(1986)-  36 24 02.     (N)    111 31 57.     (W)     SCALED    
 GP0370* NAVD 88     -      1791.685  (meters)    5878.22   (feet)  ADJUSTED  
 GP0370  ___________________________________________________________________
 GP0370  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0370  DYNAMIC HT  -        1789.420 (meters)    5870.79  (feet)  COMP
 GP0370  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 GP0370
 GP0370  VERT ORDER  -  FIRST     CLASS II
 GP0370
 GP0370.The horizontal coordinates were scaled from a topographic map and have
 GP0370.an estimated accuracy of +/- 6 seconds.
 GP0370
 GP0370.The orthometric height was determined by differential leveling
 GP0370.and adjusted in June 1991.
 GP0370
 GP0370.The geoid height was determined by GEOID03.
 GP0370
 GP0370.The dynamic height is computed by dividing the NAVD 88
 GP0370.geopotential number by the normal gravity value computed on the
 GP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0370.degrees latitude (g = 980.6199 gals.).
 GP0370
 GP0370.The modeled gravity was interpolated from observed gravity values.
 GP0370
 GP0370;                    North         East    Units  Estimated Accuracy
 GP0370;SPC AZ C     -   599,020.      247,820.      MT  (+/- 180 meters Scaled)
 GP0370
 GP0370                          SUPERSEDED SURVEY CONTROL
 GP0370
 GP0370.No superseded survey control is available for this station.
 GP0370
 GP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF522285(NAD 83)
 GP0370_MARKER: DB = BENCH MARK DISK
 GP0370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0370_SP_SET: HEADWALL
 GP0370_STAMPING: 5874.93
 GP0370_MARK LOGO: AZHD  
 GP0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0370
 GP0370  HISTORY     - Date     Condition        Report By
 GP0370  HISTORY     - UNK      MONUMENTED       AZHD
 GP0370  HISTORY     - 1983     GOOD             NGS
 GP0370
 GP0370                          STATION DESCRIPTION
 GP0370
 GP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0370'12.8 KM (7.9 MI) NW FROM THE GAP.
 GP0370'12.8 KM (7.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0370'AT THE GAP, IN THE TOP CENTER OF THE SOUTHWEST HEADWALL FOR A TRIPLE
 GP0370'CHANNEL CULVERT OVER A DRY WASH, 1.1 KM (0.7 MI) NORTHWEST OF THE
 GP0370'CEDAR RIDGE TRADING POST, 67.8 METERS (222.5 FT) SOUTHEAST OF MILEPOST
 GP0370'506, 13.1 METERS (43 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 GP0370'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0356 ***********************************************************************
 FS0356  DESIGNATION -  589+00
 FS0356  PID         -  FS0356
 FS0356  STATE/COUNTY-  AZ/MOHAVE
 FS0356  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0356
 FS0356                         *CURRENT SURVEY CONTROL
 FS0356  ___________________________________________________________________
 FS0356* NAD 83(1986)-  35 30 22.     (N)    114 20 13.     (W)     SCALED    
 FS0356* NAVD 88     -       935.358  (meters)    3068.75   (feet)  POSTED    
 FS0356  ___________________________________________________________________
 FS0356  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0356  DYNAMIC HT  -         934.280 (meters)    3065.22  (feet)  COMP
 FS0356  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 FS0356
 FS0356  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0356
 FS0356.The horizontal coordinates were scaled from a topographic map and have
 FS0356.an estimated accuracy of +/- 6 seconds.
 FS0356
 FS0356.The orthometric height was determined by differential leveling
 FS0356.and adjusted by the  in 1992.
 FS0356.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0356.rate of 2.1 thru 3.0 mm/km.
 FS0356
 FS0356.The geoid height was determined by GEOID03.
 FS0356
 FS0356.The dynamic height is computed by dividing the NAVD 88
 FS0356.geopotential number by the normal gravity value computed on the
 FS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0356.degrees latitude (g = 980.6199 gals.).
 FS0356
 FS0356.The modeled gravity was interpolated from observed gravity values.
 FS0356
 FS0356;                    North         East    Units  Estimated Accuracy
 FS0356;SPC AZ W     -   499,890.      160,110.      MT  (+/- 180 meters Scaled)
 FS0356
 FS0356                          SUPERSEDED SURVEY CONTROL
 FS0356
 FS0356  NGVD 29 (??/??/92)  934.572  (m)         3066.18   (f) ADJ UNCH    1 1
 FS0356
 FS0356.Superseded values are not recommended for survey control.
 FS0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0356.See file dsdata.txt to determine how the superseded data were derived.
 FS0356
 FS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV415324(NAD 83)
 FS0356_MARKER: DD = SURVEY DISK
 FS0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0356_SP_SET: CULVERT
 FS0356_STAMPING: 589+00 2066-82 1935
 FS0356_MARK LOGO: AZHD  
 FS0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0356
 FS0356  HISTORY     - Date     Condition        Report By
 FS0356  HISTORY     - 1935     MONUMENTED       AZHD
 FS0356  HISTORY     - 1949     GOOD             NGS
 FS0356  HISTORY     - 1982     GOOD             NGS
 FS0356
 FS0356                          STATION DESCRIPTION
 FS0356
 FS0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0356'8.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0356'8.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0356'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 36 FEET EAST OF
 FS0356'MILEPOST 44, AT A 4- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0356'OF THE APPROXMATE CENTER OF THE SOUTHWEST HEAD WALL, 14 1/2
 FS0356'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0356'FOOT HIGHER THAN THE HIGHWAY.
 FS0356
 FS0356                          STATION RECOVERY (1982)
 FS0356
 FS0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0356'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1009 ***********************************************************************
 FR1009  DESIGNATION -  59 EMH
 FR1009  PID         -  FR1009
 FR1009  STATE/COUNTY-  AZ/COCONINO
 FR1009  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1009
 FR1009                         *CURRENT SURVEY CONTROL
 FR1009  ___________________________________________________________________
 FR1009* NAD 83(1986)-  35 23 22.     (N)    112 35 06.     (W)     SCALED    
 FR1009* NAVD 88     -      1722.818  (meters)    5652.28   (feet)  POSTED    
 FR1009  ___________________________________________________________________
 FR1009  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 FR1009  DYNAMIC HT  -        1720.530 (meters)    5644.77  (feet)  COMP
 FR1009  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 FR1009
 FR1009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1009
 FR1009.The horizontal coordinates were scaled from a topographic map and have
 FR1009.an estimated accuracy of +/- 6 seconds.
 FR1009
 FR1009.The orthometric height was determined by differential leveling
 FR1009.and adjusted by the  in 1992.
 FR1009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1009.rate of 0.0 thru 1.0 mm/km.
 FR1009
 FR1009.The geoid height was determined by GEOID03.
 FR1009
 FR1009.The dynamic height is computed by dividing the NAVD 88
 FR1009.geopotential number by the normal gravity value computed on the
 FR1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1009.degrees latitude (g = 980.6199 gals.).
 FR1009
 FR1009.The modeled gravity was interpolated from observed gravity values.
 FR1009
 FR1009;                    North         East    Units  Estimated Accuracy
 FR1009;SPC AZ C     -   486,980.      152,650.      MT  (+/- 180 meters Scaled)
 FR1009
 FR1009                          SUPERSEDED SURVEY CONTROL
 FR1009
 FR1009.No superseded survey control is available for this station.
 FR1009
 FR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE560173(NAD 83)
 FR1009_MARKER: DB = BENCH MARK DISK
 FR1009_SETTING: 80 = SET IN A BOULDER
 FR1009_SP_SET: BOULDER
 FR1009_STAMPING: 59 EMH 1973 5649
 FR1009_MARK LOGO: USGS  
 FR1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1009+STABILITY: SURFACE MOTION
 FR1009
 FR1009  HISTORY     - Date     Condition        Report By
 FR1009  HISTORY     - 1973     MONUMENTED       USGS
 FR1009
 FR1009                          STATION DESCRIPTION
 FR1009
 FR1009'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1009'36.4 KM (22.60 MI) NE FROM SELIGMAN.
 FR1009'FROM THE RAILROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1009'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1009'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1009'THE AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1009'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1009'ROAD, THENCE 1.75 MILES NORTHEAST ALONG A PIPE LINE ROAD, ABOUT 0.6
 FR1009'MILES NORTHEAST OF A STOCK TANK ON THE SOUTH SIDE OF THE ROAD, ABOUT
 FR1009'90 FEET SOUTHWEST OF THE NORTHEAST END OF A WOODED AREA, 49 FEET
 FR1009'NORTH OF THE CENTERLINE OF THE ROAD, SET IN A ROCK PROJECTING 1.0
 FR1009'FEET.
 FR1009'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0651 ***********************************************************************
 FP0651  DESIGNATION -  59 HLS
 FP0651  PID         -  FP0651
 FP0651  STATE/COUNTY-  AZ/APACHE
 FP0651  USGS QUAD   -  WIDE RUINS (1971)
 FP0651
 FP0651                         *CURRENT SURVEY CONTROL
 FP0651  ___________________________________________________________________
 FP0651* NAD 83(1986)-  35 23 27.     (N)    109 29 56.     (W)     SCALED    
 FP0651* NAVD 88     -      1866.557  (meters)    6123.86   (feet)  ADJUSTED  
 FP0651  ___________________________________________________________________
 FP0651  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 FP0651  DYNAMIC HT  -        1863.964 (meters)    6115.36  (feet)  COMP
 FP0651  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 FP0651
 FP0651  VERT ORDER  -  SECOND    CLASS II
 FP0651
 FP0651.The horizontal coordinates were scaled from a topographic map and have
 FP0651.an estimated accuracy of +/- 6 seconds.
 FP0651
 FP0651.The orthometric height was determined by differential leveling
 FP0651.and adjusted in June 1991.
 FP0651
 FP0651.The geoid height was determined by GEOID03.
 FP0651
 FP0651.The dynamic height is computed by dividing the NAVD 88
 FP0651.geopotential number by the normal gravity value computed on the
 FP0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0651.degrees latitude (g = 980.6199 gals.).
 FP0651
 FP0651.The modeled gravity was interpolated from observed gravity values.
 FP0651
 FP0651;                    North         East    Units  Estimated Accuracy
 FP0651;SPC AZ E     -   487,140.      274,020.      MT  (+/- 180 meters Scaled)
 FP0651
 FP0651                          SUPERSEDED SURVEY CONTROL
 FP0651
 FP0651.No superseded survey control is available for this station.
 FP0651
 FP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE363174(NAD 83)
 FP0651_MARKER: DB = BENCH MARK DISK
 FP0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0651_SP_SET: COPPER-CLAD STEEL ROD
 FP0651_STAMPING: 59 HLS 1970 6120
 FP0651_MARK LOGO: USGS  
 FP0651_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0651+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0651
 FP0651  HISTORY     - Date     Condition        Report By
 FP0651  HISTORY     - 1970     MONUMENTED       USGS
 FP0651
 FP0651                          STATION DESCRIPTION
 FP0651
 FP0651'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0651'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0651'OFFICE AT GANADO, ARIZONA), PROCEED 8.1 MILES SOUTH ALONG STATE
 FP0651'HIGHWAY 63, 110 FEET WEST OF AND 5 FEET LOWER THAN THE HIGHWAY, 1
 FP0651'FOOT EAST OF A FENCE AND WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0651'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0518 ***********************************************************************
 CZ0518  DESIGNATION -  59+55.2
 CZ0518  PID         -  CZ0518
 CZ0518  STATE/COUNTY-  AZ/PIMA
 CZ0518  USGS QUAD   -  MARANA (1992)
 CZ0518
 CZ0518                         *CURRENT SURVEY CONTROL
 CZ0518  ___________________________________________________________________
 CZ0518* NAD 83(1986)-  32 24 34.     (N)    111 08 32.     (W)     SCALED    
 CZ0518* NAVD 88     -       630.046  (meters)    2067.08   (feet)  ADJUSTED  
 CZ0518  ___________________________________________________________________
 CZ0518  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0518  DYNAMIC HT  -         629.212 (meters)    2064.34  (feet)  COMP
 CZ0518  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 CZ0518
 CZ0518  VERT ORDER  -  FIRST     CLASS II
 CZ0518
 CZ0518.The horizontal coordinates were scaled from a topographic map and have
 CZ0518.an estimated accuracy of +/- 6 seconds.
 CZ0518
 CZ0518.The orthometric height was determined by differential leveling
 CZ0518.and adjusted in June 1991.
 CZ0518
 CZ0518.The geoid height was determined by GEOID03.
 CZ0518
 CZ0518.The dynamic height is computed by dividing the NAVD 88
 CZ0518.geopotential number by the normal gravity value computed on the
 CZ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0518.degrees latitude (g = 980.6199 gals.).
 CZ0518
 CZ0518.The modeled gravity was interpolated from observed gravity values.
 CZ0518
 CZ0518;                    North         East    Units  Estimated Accuracy
 CZ0518;SPC AZ C     -   156,530.      286,210.      MT  (+/- 180 meters Scaled)
 CZ0518
 CZ0518                          SUPERSEDED SURVEY CONTROL
 CZ0518
 CZ0518  NGVD 29 (??/??/92)  629.415  (m)         2065.01   (f) ADJ UNCH    1 2
 CZ0518
 CZ0518.Superseded values are not recommended for survey control.
 CZ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0518.See file dsdata.txt to determine how the superseded data were derived.
 CZ0518
 CZ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA866858(NAD 83)
 CZ0518_MARKER: DD = SURVEY DISK
 CZ0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0518_SP_SET: CULVERT
 CZ0518_STAMPING: 2065.39 59+55.2 1930
 CZ0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0518+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0518
 CZ0518  HISTORY     - Date     Condition        Report By
 CZ0518  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0518  HISTORY     - 1951     GOOD             NGS
 CZ0518  HISTORY     - 1960     GOOD             NGS
 CZ0518  HISTORY     - 1980     GOOD             NGS
 CZ0518  HISTORY     - 19960204 GOOD             USPSQD
 CZ0518  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0518
 CZ0518                          STATION DESCRIPTION
 CZ0518
 CZ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0518'0.6 MI SE FROM RILLITO.
 CZ0518'0.6 MILE SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0518'RAILROAD FROM THE RAILROAD STATION AT RILLITO, ABOUT 60 YARDS
 CZ0518'NORTHWEST OF A POINT WHERE A SPUR TRACK TO THE ARIZONA CEMENT PLANT
 CZ0518'CROSSES THE HIGHWAY, IN TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST
 CZ0518'CONCRETE HEADWALL OF A BOX-TYPE HIGHWAY CULVERT, 16 FEET SOUTH OF
 CZ0518'TELEGRAPH POLE 11515, 16 1/2 FEET NORTHEAST OF THE CENTERLINE OF THE
 CZ0518'NORTHWEST BOUND HIGHWAY TRAFFIC LANE, AND ABOUT 1/2 FOOT HIGHER THAN
 CZ0518'THE ROAD IN ELEVATION.
 CZ0518
 CZ0518                          STATION RECOVERY (1960)
 CZ0518
 CZ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0518'RECOVERED IN GOOD CONDITION.
 CZ0518
 CZ0518                          STATION RECOVERY (1980)
 CZ0518
 CZ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0518'26.7 KILOMETERS (16.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0518'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0518'NORTHWEST OF THE INTERSTATE HIGHWAY 10 BRIDGE OVER A SPUR TRACK,
 CZ0518'IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A BOX CULVERT
 CZ0518'UNDER THE FRONTAGE ROAD (THE FIRST CULVERT NORTHWEST OF THE BRIDGE),
 CZ0518'34 METERS (112 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CZ0518'TRACK, 4.9 METERS (16 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0518'FRONTAGE ROAD AND 1.8 METERS (5.9 FEET) NORTHWEST OF THE SOUTHEAST
 CZ0518'END OF THE HEADWALL.
 CZ0518'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0518
 CZ0518                          STATION RECOVERY (1996)
 CZ0518
 CZ0518'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0518'RECOVERED IN GOOD CONDITION.
 CZ0518
 CZ0518                          STATION RECOVERY (2006)
 CZ0518
 CZ0518'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0221 ***********************************************************************
 FP0221  DESIGNATION -  5907.76
 FP0221  PID         -  FP0221
 FP0221  STATE/COUNTY-  AZ/APACHE
 FP0221  USGS QUAD   -  SANDERS (1971)
 FP0221
 FP0221                         *CURRENT SURVEY CONTROL
 FP0221  ___________________________________________________________________
 FP0221* NAD 83(1986)-  35 14 07.     (N)    109 18 21.     (W)     SCALED    
 FP0221* NAVD 88     -      1801.667  (meters)    5910.97   (feet)  ADJUSTED  
 FP0221  ___________________________________________________________________
 FP0221  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 FP0221  DYNAMIC HT  -        1799.156 (meters)    5902.73  (feet)  COMP
 FP0221  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 FP0221
 FP0221  VERT ORDER  -  SECOND    CLASS 0
 FP0221
 FP0221.The horizontal coordinates were scaled from a topographic map and have
 FP0221.an estimated accuracy of +/- 6 seconds.
 FP0221
 FP0221.The orthometric height was determined by differential leveling
 FP0221.and adjusted in June 1991.
 FP0221
 FP0221.The geoid height was determined by GEOID03.
 FP0221
 FP0221.The dynamic height is computed by dividing the NAVD 88
 FP0221.geopotential number by the normal gravity value computed on the
 FP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0221.degrees latitude (g = 980.6199 gals.).
 FP0221
 FP0221.The modeled gravity was interpolated from observed gravity values.
 FP0221
 FP0221;                    North         East    Units  Estimated Accuracy
 FP0221;SPC AZ E     -   470,010.      291,710.      MT  (+/- 180 meters Scaled)
 FP0221
 FP0221                          SUPERSEDED SURVEY CONTROL
 FP0221
 FP0221  NGVD 29 (??/??/92) 1800.712  (m)         5907.84   (f) ADJ UNCH    2 0
 FP0221
 FP0221.Superseded values are not recommended for survey control.
 FP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0221.See file dsdata.txt to determine how the superseded data were derived.
 FP0221
 FP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE541004(NAD 83)
 FP0221_MARKER: DD = SURVEY DISK
 FP0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0221_SP_SET: BRIDGE
 FP0221_STAMPING: 5907.83 1814-10 1948
 FP0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0221
 FP0221  HISTORY     - Date     Condition        Report By
 FP0221  HISTORY     - 1948     MONUMENTED       AZHD
 FP0221  HISTORY     - 1959     GOOD             NGS
 FP0221  HISTORY     - 1971     GOOD             USGS
 FP0221  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0221
 FP0221                          STATION DESCRIPTION
 FP0221
 FP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0221'2.1 MI E FROM SANDERS.
 FP0221'2.1 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0221'0.3 MILE EAST OF MILEPOST 363, ABOUT 0.1 MILE EAST OF THE OF THE LOG
 FP0221'CABIN TRADING POST, 24 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FP0221'CEMENTED IN THE CENTER OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE
 FP0221'BRIDGE THAT IS ABOUT 3 FEET LOWER THAN THE HIGHWAY.  NOTE-- ELEVATION
 FP0221'ON TABLET READS 5907.83 BUT THE STATION IS THE SAME.  MARK MAY HAVE
 FP0221'BEEN RESET.  USE WITH CAUTION.
 FP0221
 FP0221                          STATION RECOVERY (1971)
 FP0221
 FP0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0221'RECOVERED IN GOOD CONDITION.
 FP0221
 FP0221                          STATION RECOVERY (1983)
 FP0221
 FP0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0221'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0011 ***********************************************************************
 FR0011  DESIGNATION -  5908
 FR0011  PID         -  FR0011
 FR0011  STATE/COUNTY-  AZ/COCONINO
 FR0011  USGS QUAD   -  VALLE TANK (1989)
 FR0011
 FR0011                         *CURRENT SURVEY CONTROL
 FR0011  ___________________________________________________________________
 FR0011* NAD 83(1986)-  35 38 24.     (N)    112 11 51.     (W)     SCALED    
 FR0011* NAVD 88     -      1800.374  (meters)    5906.73   (feet)  POSTED    
 FR0011  ___________________________________________________________________
 FR0011  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0011  DYNAMIC HT  -        1798.000 (meters)    5898.94  (feet)  COMP
 FR0011  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 FR0011
 FR0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0011
 FR0011.The horizontal coordinates were scaled from a topographic map and have
 FR0011.an estimated accuracy of +/- 6 seconds.
 FR0011
 FR0011.The orthometric height was determined by differential leveling
 FR0011.and adjusted by the  in 1992.
 FR0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0011.rate of 0.0 thru 1.0 mm/km.
 FR0011
 FR0011.The geoid height was determined by GEOID03.
 FR0011
 FR0011.The dynamic height is computed by dividing the NAVD 88
 FR0011.geopotential number by the normal gravity value computed on the
 FR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0011.degrees latitude (g = 980.6199 gals.).
 FR0011
 FR0011.The modeled gravity was interpolated from observed gravity values.
 FR0011
 FR0011;                    North         East    Units  Estimated Accuracy
 FR0011;SPC AZ C     -   514,610.      187,930.      MT  (+/- 180 meters Scaled)
 FR0011
 FR0011                          SUPERSEDED SURVEY CONTROL
 FR0011
 FR0011  NGVD 29 (??/??/92) 1799.505  (m)         5903.88   (f) ADJ UNCH    2 0
 FR0011
 FR0011.Superseded values are not recommended for survey control.
 FR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0011.See file dsdata.txt to determine how the superseded data were derived.
 FR0011
 FR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE915446(NAD 83)
 FR0011_MARKER: P = PIPE CAP
 FR0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0011_STAMPING: 5908 CANYON
 FR0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0011
 FR0011  HISTORY     - Date     Condition        Report By
 FR0011  HISTORY     - UNK      MONUMENTED       USGS
 FR0011  HISTORY     - 1934     GOOD             NGS
 FR0011  HISTORY     - 1955     GOOD             NGS
 FR0011
 FR0011                          STATION DESCRIPTION
 FR0011
 FR0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0011'28.75 MI N FROM WILLIAMS.
 FR0011'ABOUT 28-3/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0011'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, 4 FEET WEST OF
 FR0011'MILEPOST 28, AND 31 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 FR0011'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5908 CANYON AND
 FR0011'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- 1945 REPORT--
 FR0011'1.5 FEET SOUTH OF REFERENCE POST.
 FR0011
 FR0011                          STATION RECOVERY (1955)
 FR0011
 FR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0371 ***********************************************************************
 GP0371  DESIGNATION -  5926.37
 GP0371  PID         -  GP0371
 GP0371  STATE/COUNTY-  AZ/COCONINO
 GP0371  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0371
 GP0371                         *CURRENT SURVEY CONTROL
 GP0371  ___________________________________________________________________
 GP0371* NAD 83(1986)-  36 23 26.     (N)    111 31 30.     (W)     SCALED    
 GP0371* NAVD 88     -      1807.358  (meters)    5929.64   (feet)  ADJUSTED  
 GP0371  ___________________________________________________________________
 GP0371  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 GP0371  DYNAMIC HT  -        1805.074 (meters)    5922.15  (feet)  COMP
 GP0371  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 GP0371
 GP0371  VERT ORDER  -  FIRST     CLASS II
 GP0371
 GP0371.The horizontal coordinates were scaled from a topographic map and have
 GP0371.an estimated accuracy of +/- 6 seconds.
 GP0371
 GP0371.The orthometric height was determined by differential leveling
 GP0371.and adjusted in June 1991.
 GP0371
 GP0371.The geoid height was determined by GEOID03.
 GP0371
 GP0371.The dynamic height is computed by dividing the NAVD 88
 GP0371.geopotential number by the normal gravity value computed on the
 GP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0371.degrees latitude (g = 980.6199 gals.).
 GP0371
 GP0371.The modeled gravity was interpolated from observed gravity values.
 GP0371
 GP0371;                    North         East    Units  Estimated Accuracy
 GP0371;SPC AZ C     -   597,920.      248,500.      MT  (+/- 180 meters Scaled)
 GP0371
 GP0371                          SUPERSEDED SURVEY CONTROL
 GP0371
 GP0371.No superseded survey control is available for this station.
 GP0371
 GP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF529273(NAD 83)
 GP0371_MARKER: DB = BENCH MARK DISK
 GP0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0371_SP_SET: HEADWALL
 GP0371_STAMPING: 5926.37
 GP0371_MARK LOGO: AZHD  
 GP0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0371+STABILITY: POSITION/ELEVATION WELL
 GP0371
 GP0371  HISTORY     - Date     Condition        Report By
 GP0371  HISTORY     - UNK      MONUMENTED       AZHD
 GP0371  HISTORY     - 1983     GOOD             NGS
 GP0371
 GP0371                          STATION DESCRIPTION
 GP0371
 GP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0371'11.5 KM (7.1 MI) NW FROM THE GAP.
 GP0371'11.5 KM (7.15 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0371'AT THE GAP, IN THE TOP CENTER OF THE SOUTHWEST HEADWALL FOR A 5- BY
 GP0371'10-FOOT BOX CULVERT SITTING ON BEDROCK, 0.3 KM (0.2 MI) NORTHWEST OF
 GP0371'MILEPOST 505, 0.15 KM (0.1 MI) SOUTHEAST OF THE CEDAR RIDGE TRADING
 GP0371'POST, 13.1 METERS (43 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 GP0371'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0804 ***********************************************************************
 CZ0804  DESIGNATION -  594+10
 CZ0804  PID         -  CZ0804
 CZ0804  STATE/COUNTY-  AZ/PIMA
 CZ0804  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0804
 CZ0804                         *CURRENT SURVEY CONTROL
 CZ0804  ___________________________________________________________________
 CZ0804* NAD 83(1986)-  32 06 46.     (N)    111 13 21.     (W)     SCALED    
 CZ0804* NAVD 88     -       750.36   (+/-2cm)    2461.8    (feet)  VERTCON   
 CZ0804  ___________________________________________________________________
 CZ0804  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0804
 CZ0804.The horizontal coordinates were scaled from a topographic map and have
 CZ0804.an estimated accuracy of +/- 6 seconds.
 CZ0804
 CZ0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0804.The vertical order pertains to the NGVD 29 superseded value.
 CZ0804
 CZ0804.The geoid height was determined by GEOID03.
 CZ0804
 CZ0804;                    North         East    Units  Estimated Accuracy
 CZ0804;SPC AZ C     -   123,580.      278,870.      MT  (+/- 180 meters Scaled)
 CZ0804
 CZ0804                          SUPERSEDED SURVEY CONTROL
 CZ0804
 CZ0804  NGVD 29 (??/??/92)  749.670  (m)         2459.54   (f) ADJ UNCH    2 0
 CZ0804
 CZ0804.Superseded values are not recommended for survey control.
 CZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0804.See file dsdata.txt to determine how the superseded data were derived.
 CZ0804
 CZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA790529(NAD 83)
 CZ0804_MARKER: DD = SURVEY DISK
 CZ0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0804_SP_SET: CULVERT
 CZ0804_STAMPING: 594+10 2460.39
 CZ0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0804
 CZ0804  HISTORY     - Date     Condition        Report By
 CZ0804  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0804  HISTORY     - 1951     GOOD             NGS
 CZ0804
 CZ0804                          STATION DESCRIPTION
 CZ0804
 CZ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0804'16.2 MI SW FROM TUCSON.
 CZ0804'16.2 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0804'STATE HIGHWAY 86, 0.4 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE
 CZ0804'HIGHWAY, AND SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST
 CZ0804'HEADWALL OF A 6 BY 8 FOOT CONCRETE CULVERT, 20 YARDS NORTHWEST OF A
 CZ0804'TELEPHONE POLE, 14 FEET NORTH WEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ0804'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0007 ***********************************************************************
 FR0007  DESIGNATION -  5962
 FR0007  PID         -  FR0007
 FR0007  STATE/COUNTY-  AZ/COCONINO
 FR0007  USGS QUAD   -  HOWARD LAKE (1989)
 FR0007
 FR0007                         *CURRENT SURVEY CONTROL
 FR0007  ___________________________________________________________________
 FR0007* NAD 83(1986)-  35 35 52.     (N)    112 11 04.     (W)     SCALED    
 FR0007* NAVD 88     -      1816.902  (meters)    5960.95   (feet)  POSTED    
 FR0007  ___________________________________________________________________
 FR0007  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FR0007  DYNAMIC HT  -        1814.490 (meters)    5953.04  (feet)  COMP
 FR0007  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 FR0007
 FR0007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0007
 FR0007.The horizontal coordinates were scaled from a topographic map and have
 FR0007.an estimated accuracy of +/- 6 seconds.
 FR0007
 FR0007.The orthometric height was determined by differential leveling
 FR0007.and adjusted by the  in 1992.
 FR0007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0007.rate of 0.0 thru 1.0 mm/km.
 FR0007
 FR0007.The geoid height was determined by GEOID03.
 FR0007
 FR0007.The dynamic height is computed by dividing the NAVD 88
 FR0007.geopotential number by the normal gravity value computed on the
 FR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0007.degrees latitude (g = 980.6199 gals.).
 FR0007
 FR0007.The modeled gravity was interpolated from observed gravity values.
 FR0007
 FR0007;                    North         East    Units  Estimated Accuracy
 FR0007;SPC AZ C     -   509,920.      189,100.      MT  (+/- 180 meters Scaled)
 FR0007
 FR0007                          SUPERSEDED SURVEY CONTROL
 FR0007
 FR0007  NGVD 29 (??/??/92) 1816.026  (m)         5958.08   (f) ADJ UNCH    2 0
 FR0007
 FR0007.Superseded values are not recommended for survey control.
 FR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0007.See file dsdata.txt to determine how the superseded data were derived.
 FR0007
 FR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE927399(NAD 83)
 FR0007_MARKER: P = PIPE CAP
 FR0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0007_STAMPING: 5962 CANYON
 FR0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0007
 FR0007  HISTORY     - Date     Condition        Report By
 FR0007  HISTORY     - UNK      MONUMENTED       USGS
 FR0007  HISTORY     - 1934     GOOD             NGS
 FR0007
 FR0007                          STATION DESCRIPTION
 FR0007
 FR0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0007'25.5 MI N FROM WILLIAMS.
 FR0007'ABOUT 25-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0007'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, 15 FEET WEST OF
 FR0007'MILEPOST 25, AND 48 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 FR0007'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5962 CANYON AND
 FR0007'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0070 ***********************************************************************
 FR0070  DESIGNATION -  5964
 FR0070  PID         -  FR0070
 FR0070  STATE/COUNTY-  AZ/COCONINO
 FR0070  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0070
 FR0070                         *CURRENT SURVEY CONTROL
 FR0070  ___________________________________________________________________
 FR0070* NAD 83(1986)-  35 14 38.     (N)    112 21 43.     (W)     SCALED    
 FR0070* NAVD 88     -      1810.092  (meters)    5938.61   (feet)  POSTED    
 FR0070  ___________________________________________________________________
 FR0070  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 FR0070  DYNAMIC HT  -        1807.620 (meters)    5930.50  (feet)  COMP
 FR0070  MODELED GRAV-     979,206.6   (mgal)                       NAVD 88
 FR0070
 FR0070  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0070
 FR0070.The horizontal coordinates were scaled from a topographic map and have
 FR0070.an estimated accuracy of +/- 6 seconds.
 FR0070
 FR0070.The orthometric height was determined by differential leveling
 FR0070.and adjusted by the  in 1992.
 FR0070.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0070.rate of 2.1 thru 3.0 mm/km.
 FR0070
 FR0070.The geoid height was determined by GEOID03.
 FR0070
 FR0070.The dynamic height is computed by dividing the NAVD 88
 FR0070.geopotential number by the normal gravity value computed on the
 FR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0070.degrees latitude (g = 980.6199 gals.).
 FR0070
 FR0070.The modeled gravity was interpolated from observed gravity values.
 FR0070
 FR0070;                    North         East    Units  Estimated Accuracy
 FR0070;SPC AZ C     -   470,720.      172,840.      MT  (+/- 180 meters Scaled)
 FR0070
 FR0070                          SUPERSEDED SURVEY CONTROL
 FR0070
 FR0070  NGVD 29 (??/??/92) 1809.175  (m)         5935.60   (f) ADJ UNCH    1 2
 FR0070
 FR0070.Superseded values are not recommended for survey control.
 FR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0070.See file dsdata.txt to determine how the superseded data were derived.
 FR0070
 FR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE760009(NAD 83)
 FR0070_MARKER: P = PIPE CAP
 FR0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0070_STAMPING: 11
 FR0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0070
 FR0070  HISTORY     - Date     Condition        Report By
 FR0070  HISTORY     - UNK      MONUMENTED       USGS
 FR0070  HISTORY     - 1934     GOOD             NGS
 FR0070
 FR0070                          STATION DESCRIPTION
 FR0070
 FR0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0070'IN WELCH.
 FR0070'AT WELCH, COCONINO COUNTY, 7 POLES WEST OF ATCHISON, TOPEKA AND SANTA
 FR0070'FE RAILWAY MILEPOST 391, AT THE SOUTHEAST CORNER OF A 4 FOOT STONE
 FR0070'WALL, AND 34 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A U.S.
 FR0070'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 11 AND RIVETED ON THE TOP OF A
 FR0070'3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0345 ***********************************************************************
 DU0345  DESIGNATION -  5965.20
 DU0345  PID         -  DU0345
 DU0345  STATE/COUNTY-  AZ/GILA
 DU0345  USGS QUAD   -  CHRYSOTILE (1966)
 DU0345
 DU0345                         *CURRENT SURVEY CONTROL
 DU0345  ___________________________________________________________________
 DU0345* NAD 83(1986)-  33 39 34.     (N)    110 34 19.     (W)     SCALED    
 DU0345* NAVD 88     -      1818.531  (meters)    5966.30   (feet)  ADJUSTED  
 DU0345  ___________________________________________________________________
 DU0345  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DU0345  DYNAMIC HT  -        1815.914 (meters)    5957.71  (feet)  COMP
 DU0345  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 DU0345
 DU0345  VERT ORDER  -  SECOND    CLASS 0
 DU0345
 DU0345.The horizontal coordinates were scaled from a topographic map and have
 DU0345.an estimated accuracy of +/- 6 seconds.
 DU0345
 DU0345.The orthometric height was determined by differential leveling
 DU0345.and adjusted in June 1991.
 DU0345
 DU0345.The geoid height was determined by GEOID03.
 DU0345
 DU0345.The dynamic height is computed by dividing the NAVD 88
 DU0345.geopotential number by the normal gravity value computed on the
 DU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0345.degrees latitude (g = 980.6199 gals.).
 DU0345
 DU0345.The modeled gravity was interpolated from observed gravity values.
 DU0345
 DU0345;                    North         East    Units  Estimated Accuracy
 DU0345;SPC AZ E     -   294,960.      175,770.      MT  (+/- 180 meters Scaled)
 DU0345
 DU0345                          SUPERSEDED SURVEY CONTROL
 DU0345
 DU0345  NGVD 29 (??/??/92) 1817.816  (m)         5963.95   (f) ADJ UNCH    2 0
 DU0345
 DU0345.Superseded values are not recommended for survey control.
 DU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0345.See file dsdata.txt to determine how the superseded data were derived.
 DU0345
 DU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC396244(NAD 83)
 DU0345_MARKER: DD = SURVEY DISK
 DU0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0345_SP_SET: CATTLE GUARD
 DU0345_STAMPING: STA 1427-00 EL. 5965.20
 DU0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0345
 DU0345  HISTORY     - Date     Condition        Report By
 DU0345  HISTORY     - UNK      MONUMENTED       AZHD
 DU0345  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0345
 DU0345                          STATION DESCRIPTION
 DU0345
 DU0345'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0345'28.0 MI NE FROM GLOBE.
 DU0345'28.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0345'ABOUT 5.5 MILES SOUTHWEST OF THE JUNCTION OF THE REGAL MINE ROAD, AND
 DU0345'IN THE TOP OF THE EAST WALL OF A CONCRETE CATTLE GUARD.  AN ARIZONA
 DU0345'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED STA 1427+00 EL
 DU0345'5965.20.  NOTE-- NO CATTLE GUARD IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0555 ***********************************************************************
 CZ0555  DESIGNATION -  598+20
 CZ0555  PID         -  CZ0555
 CZ0555  STATE/COUNTY-  AZ/PIMA
 CZ0555  USGS QUAD   -  JAYNES (1992)
 CZ0555
 CZ0555                         *CURRENT SURVEY CONTROL
 CZ0555  ___________________________________________________________________
 CZ0555* NAD 83(1986)-  32 17 49.     (N)    111 01 51.     (W)     SCALED    
 CZ0555* NAVD 88     -       685.456  (meters)    2248.87   (feet)  ADJUSTED  
 CZ0555  ___________________________________________________________________
 CZ0555  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0555  DYNAMIC HT  -         684.525 (meters)    2245.81  (feet)  COMP
 CZ0555  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 CZ0555
 CZ0555  VERT ORDER  -  FIRST     CLASS II
 CZ0555
 CZ0555.The horizontal coordinates were scaled from a topographic map and have
 CZ0555.an estimated accuracy of +/- 6 seconds.
 CZ0555
 CZ0555.The orthometric height was determined by differential leveling
 CZ0555.and adjusted in June 1991.
 CZ0555
 CZ0555.The geoid height was determined by GEOID03.
 CZ0555
 CZ0555.The dynamic height is computed by dividing the NAVD 88
 CZ0555.geopotential number by the normal gravity value computed on the
 CZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0555.degrees latitude (g = 980.6199 gals.).
 CZ0555
 CZ0555.The modeled gravity was interpolated from observed gravity values.
 CZ0555
 CZ0555;                    North         East    Units  Estimated Accuracy
 CZ0555;SPC AZ C     -   144,140.      296,790.      MT  (+/- 180 meters Scaled)
 CZ0555
 CZ0555                          SUPERSEDED SURVEY CONTROL
 CZ0555
 CZ0555  NGVD 29 (??/??/92)  684.796  (m)         2246.70   (f) ADJ UNCH    1 2
 CZ0555
 CZ0555.Superseded values are not recommended for survey control.
 CZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0555.See file dsdata.txt to determine how the superseded data were derived.
 CZ0555
 CZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA970733(NAD 83)
 CZ0555_MARKER: DD = SURVEY DISK
 CZ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0555_SP_SET: CULVERT
 CZ0555_STAMPING: 2247.43 598+20
 CZ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0555
 CZ0555  HISTORY     - Date     Condition        Report By
 CZ0555  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0555  HISTORY     - 1951     GOOD             NGS
 CZ0555  HISTORY     - 1960     GOOD             NGS
 CZ0555  HISTORY     - 1980     GOOD             NGS
 CZ0555  HISTORY     - 20070528 GOOD             GEOCAC
 CZ0555
 CZ0555                          STATION DESCRIPTION
 CZ0555
 CZ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0555'0.1 MI SE FROM JAYNES.
 CZ0555'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0555'RAILROAD FROM THE RAILROAD STATION AT JAYNES, AT RAILROAD MILEAGE
 CZ0555'977.49, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEADWALL
 CZ0555'OF A 30 INCH CORRUGATED METAL PIPE CULVERT WHICH PASSES UNDER THE
 CZ0555'HIGHWAY, 19.3 FEET SOUTHWEST OF TELEGRAPH POLE 11160, 16 1/2 FEET
 CZ0555'NORTHEAST OF THE HIGHWAY CENTERLINE, 5.5 FEET NORTHWEST OF A HIGHWAY
 CZ0555'SIGN READING JAYNES, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0555
 CZ0555                          STATION RECOVERY (1960)
 CZ0555
 CZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0555'RECOVERED IN GOOD CONDITION.
 CZ0555
 CZ0555                          STATION RECOVERY (1980)
 CZ0555
 CZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0555'10.3 KILOMETERS (6.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0555'RAILROAD FROM THE STATION AT TUCSON, 0.4 KILOMETER (0.25 MILE)
 CZ0555'NORTHWEST OF THE CROSSING OF RUTHRAUFF ROAD, 0.2 KILOMETER (0.1 MILE)
 CZ0555'SOUTHWEST OF A JAYNES SIDING SIGN, IN THE TOP AND CENTER OF THE
 CZ0555'NORTHEAST HEADWALL OF A 0.8-METER PIPE CULVERT UNDER THE OLD
 CZ0555'HIGHWAY, 22.2 METERS (73 FEET) SOUTHWEST OF THE SOUTHWEST RAIL AND
 CZ0555'5.5 METERS (18 FEET) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 CZ0555'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0555
 CZ0555                          STATION RECOVERY (2007)
 CZ0555
 CZ0555'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0232 ***********************************************************************
 FP0232  DESIGNATION -  5984.19
 FP0232  PID         -  FP0232
 FP0232  STATE/COUNTY-  AZ/APACHE
 FP0232  USGS QUAD   -  HOUCK (1971)
 FP0232
 FP0232                         *CURRENT SURVEY CONTROL
 FP0232  ___________________________________________________________________
 FP0232* NAD 83(1986)-  35 16 58.     (N)    109 12 57.     (W)     SCALED    
 FP0232* NAVD 88     -      1824.920  (meters)    5987.26   (feet)  ADJUSTED  
 FP0232  ___________________________________________________________________
 FP0232  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 FP0232  DYNAMIC HT  -        1822.389 (meters)    5978.95  (feet)  COMP
 FP0232  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 FP0232
 FP0232  VERT ORDER  -  SECOND    CLASS 0
 FP0232
 FP0232.The horizontal coordinates were scaled from a topographic map and have
 FP0232.an estimated accuracy of +/- 6 seconds.
 FP0232
 FP0232.The orthometric height was determined by differential leveling
 FP0232.and adjusted in June 1991.
 FP0232
 FP0232.The geoid height was determined by GEOID03.
 FP0232
 FP0232.The dynamic height is computed by dividing the NAVD 88
 FP0232.geopotential number by the normal gravity value computed on the
 FP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0232.degrees latitude (g = 980.6199 gals.).
 FP0232
 FP0232.The modeled gravity was interpolated from observed gravity values.
 FP0232
 FP0232;                    North         East    Units  Estimated Accuracy
 FP0232;SPC AZ E     -   475,360.      299,850.      MT  (+/- 180 meters Scaled)
 FP0232
 FP0232                          SUPERSEDED SURVEY CONTROL
 FP0232
 FP0232  NGVD 29 (??/??/92) 1823.975  (m)         5984.16   (f) ADJ UNCH    2 0
 FP0232
 FP0232.Superseded values are not recommended for survey control.
 FP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0232.See file dsdata.txt to determine how the superseded data were derived.
 FP0232
 FP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE622058(NAD 83)
 FP0232_MARKER: DD = SURVEY DISK
 FP0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0232_SP_SET: BRIDGE
 FP0232_STAMPING: 5984.19 2150+88.89 1949
 FP0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0232
 FP0232  HISTORY     - Date     Condition        Report By
 FP0232  HISTORY     - 1949     MONUMENTED       AZHD
 FP0232  HISTORY     - 1959     GOOD             NGS
 FP0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0232
 FP0232                          STATION DESCRIPTION
 FP0232
 FP0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0232'8.3 MI E FROM SANDERS.
 FP0232'8.3 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0232'22 FEET SOUTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE, CEMENTED
 FP0232'IN THE SOUTHWEST WINGWALL OF A CONCRETE BRIDGE OVER BLACK CREEK.
 FP0232
 FP0232                          STATION RECOVERY (1983)
 FP0232
 FP0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0355 ***********************************************************************
 FS0355  DESIGNATION -  599+00
 FS0355  PID         -  FS0355
 FS0355  STATE/COUNTY-  AZ/MOHAVE
 FS0355  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0355
 FS0355                         *CURRENT SURVEY CONTROL
 FS0355  ___________________________________________________________________
 FS0355* NAD 83(1986)-  35 30 26.     (N)    114 20 17.     (W)     SCALED    
 FS0355* NAVD 88     -       931.842  (meters)    3057.22   (feet)  POSTED    
 FS0355  ___________________________________________________________________
 FS0355  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0355  DYNAMIC HT  -         930.770 (meters)    3053.70  (feet)  COMP
 FS0355  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 FS0355
 FS0355  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0355
 FS0355.The horizontal coordinates were scaled from a topographic map and have
 FS0355.an estimated accuracy of +/- 6 seconds.
 FS0355
 FS0355.The orthometric height was determined by differential leveling
 FS0355.and adjusted by the  in 1992.
 FS0355.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0355.rate of 2.1 thru 3.0 mm/km.
 FS0355
 FS0355.The geoid height was determined by GEOID03.
 FS0355
 FS0355.The dynamic height is computed by dividing the NAVD 88
 FS0355.geopotential number by the normal gravity value computed on the
 FS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0355.degrees latitude (g = 980.6199 gals.).
 FS0355
 FS0355.The modeled gravity was interpolated from observed gravity values.
 FS0355
 FS0355;                    North         East    Units  Estimated Accuracy
 FS0355;SPC AZ W     -   500,020.      160,010.      MT  (+/- 180 meters Scaled)
 FS0355
 FS0355                          SUPERSEDED SURVEY CONTROL
 FS0355
 FS0355  NGVD 29 (??/??/92)  931.057  (m)         3054.64   (f) ADJ UNCH    1 1
 FS0355
 FS0355.Superseded values are not recommended for survey control.
 FS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0355.See file dsdata.txt to determine how the superseded data were derived.
 FS0355
 FS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV414325(NAD 83)
 FS0355_MARKER: DD = SURVEY DISK
 FS0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0355_SP_SET: CULVERT
 FS0355_STAMPING: 599+00 3055.31 1935
 FS0355_MARK LOGO: AZHD  
 FS0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0355
 FS0355  HISTORY     - Date     Condition        Report By
 FS0355  HISTORY     - 1935     MONUMENTED       AZHD
 FS0355  HISTORY     - 1949     GOOD             NGS
 FS0355  HISTORY     - 1982     GOOD             NGS
 FS0355
 FS0355                          STATION DESCRIPTION
 FS0355
 FS0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0355'8.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0355'8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0355'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT
 FS0355'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0355'THE SOUTHWEST HEAD WALL, 14 1/2 FEET SOUTHWEST OF THE CENTER LINE
 FS0355'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0355
 FS0355                          STATION RECOVERY (1982)
 FS0355
 FS0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0355'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0227 ***********************************************************************
 FP0227  DESIGNATION -  5994.82
 FP0227  PID         -  FP0227
 FP0227  STATE/COUNTY-  AZ/APACHE
 FP0227  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0227
 FP0227                         *CURRENT SURVEY CONTROL
 FP0227  ___________________________________________________________________
 FP0227* NAD 83(1986)-  35 16 24.     (N)    109 15 36.     (W)     SCALED    
 FP0227* NAVD 88     -      1828.220  (meters)    5998.09   (feet)  ADJUSTED  
 FP0227  ___________________________________________________________________
 FP0227  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 FP0227  DYNAMIC HT  -        1825.672 (meters)    5989.73  (feet)  COMP
 FP0227  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 FP0227
 FP0227  VERT ORDER  -  SECOND    CLASS 0
 FP0227
 FP0227.The horizontal coordinates were scaled from a topographic map and have
 FP0227.an estimated accuracy of +/- 6 seconds.
 FP0227
 FP0227.The orthometric height was determined by differential leveling
 FP0227.and adjusted in June 1991.
 FP0227
 FP0227.The geoid height was determined by GEOID03.
 FP0227
 FP0227.The dynamic height is computed by dividing the NAVD 88
 FP0227.geopotential number by the normal gravity value computed on the
 FP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0227.degrees latitude (g = 980.6199 gals.).
 FP0227
 FP0227.The modeled gravity was interpolated from observed gravity values.
 FP0227
 FP0227;                    North         East    Units  Estimated Accuracy
 FP0227;SPC AZ E     -   474,270.      295,850.      MT  (+/- 180 meters Scaled)
 FP0227
 FP0227                          SUPERSEDED SURVEY CONTROL
 FP0227
 FP0227  NGVD 29 (??/??/92) 1827.263  (m)         5994.95   (f) ADJ UNCH    2 0
 FP0227
 FP0227.Superseded values are not recommended for survey control.
 FP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0227.See file dsdata.txt to determine how the superseded data were derived.
 FP0227
 FP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE582047(NAD 83)
 FP0227_MARKER: DD = SURVEY DISK
 FP0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0227_SP_SET: ABUTMENT
 FP0227_STAMPING: 5994.82 2009+63.73 1949
 FP0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0227
 FP0227  HISTORY     - Date     Condition        Report By
 FP0227  HISTORY     - 1949     MONUMENTED       AZHD
 FP0227  HISTORY     - 1971     GOOD             USGS
 FP0227  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0227
 FP0227                          STATION DESCRIPTION
 FP0227
 FP0227'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0227'5.8 MI E FROM SANDERS.
 FP0227'FROM THE INTERCHANGE OF U.S. HIGHWAY 666 AND INTERSTATE 40 GO EAST FOR
 FP0227'ABOUT 5.8 MILES TO A LARGE CONCRETE BRIDGE EXPANDING OVER BOX CANYON.
 FP0227'16 FEET NORTHEAST OF OLD MILE POST 367, 14 FEET SOUTH OF THE CENTER OF
 FP0227'EAST BOUND LANE AND APPROXIMATELY ONE FOOT ABOVE THE LANE CEMENTED IN
 FP0227'THE WEST END OF THE SOUTH WEST ABUTMENT OF THE BRIDGE.
 FP0227
 FP0227                          STATION RECOVERY (1983)
 FP0227
 FP0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1599 ***********************************************************************
 DV1599  DESIGNATION -  6 A
 DV1599  PID         -  DV1599
 DV1599  STATE/COUNTY-  AZ/LA PAZ
 DV1599  USGS QUAD   -  BEAR HILLS (1990)
 DV1599
 DV1599                         *CURRENT SURVEY CONTROL
 DV1599  ___________________________________________________________________
 DV1599* NAD 83(1986)-  33 38 56.     (N)    113 54 50.     (W)     SCALED    
 DV1599* NAVD 88     -       421.37   (+/-2cm)    1382.4    (feet)  VERTCON   
 DV1599  ___________________________________________________________________
 DV1599  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1599
 DV1599.The horizontal coordinates were scaled from a topographic map and have
 DV1599.an estimated accuracy of +/- 6 seconds.
 DV1599
 DV1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1599.The vertical order pertains to the NGVD 29 superseded value.
 DV1599
 DV1599.The geoid height was determined by GEOID03.
 DV1599
 DV1599;                    North         East    Units  Estimated Accuracy
 DV1599;SPC AZ W     -   293,740.      198,160.      MT  (+/- 180 meters Scaled)
 DV1599
 DV1599                          SUPERSEDED SURVEY CONTROL
 DV1599
 DV1599  NGVD 29 (??/??/92)  420.681  (m)         1380.18   (f) ADJ UNCH    2 0
 DV1599
 DV1599.Superseded values are not recommended for survey control.
 DV1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1599.See file dsdata.txt to determine how the superseded data were derived.
 DV1599
 DV1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC297270(NAD 83)
 DV1599_MARKER: DD = SURVEY DISK
 DV1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1599_STAMPING: 6 A 1962
 DV1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1599+STABILITY: SURFACE MOTION
 DV1599
 DV1599  HISTORY     - Date     Condition        Report By
 DV1599  HISTORY     - 1962     MONUMENTED       AZHD
 DV1599
 DV1599                          STATION DESCRIPTION
 DV1599
 DV1599'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1599'5.35 MI SE FROM BRENDA.
 DV1599'0.45 MILE EAST-SOUTHEAST OF W 395 6, AN ARIZONA HIGHWAY DEPARTMENT
 DV1599'DISK, STAMPED 6 A 1962, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV1599'THE GROUND, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1599'HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0764 ***********************************************************************
 FQ0764  DESIGNATION -  6 HLS
 FQ0764  PID         -  FQ0764
 FQ0764  STATE/COUNTY-  AZ/NAVAJO
 FQ0764  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0764
 FQ0764                         *CURRENT SURVEY CONTROL
 FQ0764  ___________________________________________________________________
 FQ0764* NAD 83(1986)-  35 03 05.     (N)    110 21 06.     (W)     SCALED    
 FQ0764* NAVD 88     -      1566.239  (meters)    5138.57   (feet)  ADJUSTED  
 FQ0764  ___________________________________________________________________
 FQ0764  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0764  DYNAMIC HT  -        1564.141 (meters)    5131.69  (feet)  COMP
 FQ0764  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 FQ0764
 FQ0764  VERT ORDER  -  THIRD
 FQ0764
 FQ0764.The horizontal coordinates were scaled from a topographic map and have
 FQ0764.an estimated accuracy of +/- 6 seconds.
 FQ0764
 FQ0764.The orthometric height was determined by differential leveling
 FQ0764.and adjusted in June 1991.
 FQ0764
 FQ0764.The geoid height was determined by GEOID03.
 FQ0764
 FQ0764.The dynamic height is computed by dividing the NAVD 88
 FQ0764.geopotential number by the normal gravity value computed on the
 FQ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0764.degrees latitude (g = 980.6199 gals.).
 FQ0764
 FQ0764.The modeled gravity was interpolated from observed gravity values.
 FQ0764
 FQ0764;                    North         East    Units  Estimated Accuracy
 FQ0764;SPC AZ E     -   449,290.      196,480.      MT  (+/- 180 meters Scaled)
 FQ0764
 FQ0764                          SUPERSEDED SURVEY CONTROL
 FQ0764
 FQ0764  NGVD 29 (??/??/92) 1565.46   (m)         5136.0    (f) COMPUTED    3 0
 FQ0764
 FQ0764.Superseded values are not recommended for survey control.
 FQ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0764.See file dsdata.txt to determine how the superseded data were derived.
 FQ0764
 FQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD591789(NAD 83)
 FQ0764_MARKER: DB = BENCH MARK DISK
 FQ0764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0764_SP_SET: COPPER-CLAD STEEL ROD
 FQ0764_STAMPING: 6 HLS 1970 5156
 FQ0764_MARK LOGO: USGS  
 FQ0764_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0764+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0764
 FQ0764  HISTORY     - Date     Condition        Report By
 FQ0764  HISTORY     - 1970     MONUMENTED       USGS
 FQ0764
 FQ0764                          STATION DESCRIPTION
 FQ0764
 FQ0764'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0764'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0764'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0764'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 1.0 MILES
 FQ0764'NORTHEAST ALONG THE ROAD TO A STOCK POND, 40 FEET WEST AND 4 FEET
 FQ0764'HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD
 FQ0764'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0854 ***********************************************************************
 FQ0854  DESIGNATION -  6 JRH
 FQ0854  PID         -  FQ0854
 FQ0854  STATE/COUNTY-  AZ/COCONINO
 FQ0854  USGS QUAD   -  HARBISON TANK (1989)
 FQ0854
 FQ0854                         *CURRENT SURVEY CONTROL
 FQ0854  ___________________________________________________________________
 FQ0854* NAD 83(1986)-  35 49 23.     (N)    111 53 03.     (W)     SCALED    
 FQ0854* NAVD 88     -      2038.101  (meters)    6686.67   (feet)  POSTED    
 FQ0854  ___________________________________________________________________
 FQ0854  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FQ0854  DYNAMIC HT  -        2035.340 (meters)    6677.61  (feet)  COMP
 FQ0854  MODELED GRAV-     979,207.0   (mgal)                       NAVD 88
 FQ0854
 FQ0854  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0854
 FQ0854.The horizontal coordinates were scaled from a topographic map and have
 FQ0854.an estimated accuracy of +/- 6 seconds.
 FQ0854
 FQ0854.The orthometric height was determined by differential leveling
 FQ0854.and adjusted by the  in 1992.
 FQ0854.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0854.rate of 0.0 thru 1.0 mm/km.
 FQ0854
 FQ0854.The geoid height was determined by GEOID03.
 FQ0854
 FQ0854.The dynamic height is computed by dividing the NAVD 88
 FQ0854.geopotential number by the normal gravity value computed on the
 FQ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0854.degrees latitude (g = 980.6199 gals.).
 FQ0854
 FQ0854.The modeled gravity was interpolated from observed gravity values.
 FQ0854
 FQ0854;                    North         East    Units  Estimated Accuracy
 FQ0854;SPC AZ C     -   534,880.      216,300.      MT  (+/- 180 meters Scaled)
 FQ0854
 FQ0854                          SUPERSEDED SURVEY CONTROL
 FQ0854
 FQ0854  NGVD 29 (??/??/92) 2037.14   (m)         6683.5    (f) COMPUTED    3 0
 FQ0854
 FQ0854.Superseded values are not recommended for survey control.
 FQ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0854.See file dsdata.txt to determine how the superseded data were derived.
 FQ0854
 FQ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE201646(NAD 83)
 FQ0854_MARKER: DB = BENCH MARK DISK
 FQ0854_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0854_SP_SET: ROCK OUTCROP
 FQ0854_STAMPING: 6 JRH 1958 6683
 FQ0854_MARK LOGO: USGS  
 FQ0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0854+STABILITY: POSITION/ELEVATION WELL
 FQ0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0854+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0854
 FQ0854  HISTORY     - Date     Condition        Report By
 FQ0854  HISTORY     - 1958     MONUMENTED       USGS
 FQ0854
 FQ0854                          STATION DESCRIPTION
 FQ0854
 FQ0854'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0854'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0854'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0854'LOOKOUT TOWER, PROCEED 11.6 MILES SOUTH TO BUCKLAR TANK, 340 FEET
 FQ0854'SOUTHEAST OF A POLE CORRAL, 290 FEET SOUTHWEST OF THE CENTER OF A
 FQ0854'DAM, 67 FEET EAST OF THE CENTER OF THE ROAD AT A SHARP CURVE, 39 FEET
 FQ0854'SOUTHWEST OF A PINE TREE, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0865 ***********************************************************************
 FQ0865  DESIGNATION -  6 JRH
 FQ0865  PID         -  FQ0865
 FQ0865  STATE/COUNTY-  AZ/COCONINO
 FQ0865  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0865
 FQ0865                         *CURRENT SURVEY CONTROL
 FQ0865  ___________________________________________________________________
 FQ0865* NAD 83(1986)-  35 41 35.     (N)    111 44 56.     (W)     SCALED    
 FQ0865* NAVD 88     -      1887.920  (meters)    6193.95   (feet)  POSTED    
 FQ0865  ___________________________________________________________________
 FQ0865  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0865  DYNAMIC HT  -        1885.390 (meters)    6185.65  (feet)  COMP
 FQ0865  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 FQ0865
 FQ0865  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0865
 FQ0865.The horizontal coordinates were scaled from a topographic map and have
 FQ0865.an estimated accuracy of +/- 6 seconds.
 FQ0865
 FQ0865.The orthometric height was determined by differential leveling
 FQ0865.and adjusted by the  in 1992.
 FQ0865.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0865.rate of 0.0 thru 1.0 mm/km.
 FQ0865
 FQ0865.The geoid height was determined by GEOID03.
 FQ0865
 FQ0865.The dynamic height is computed by dividing the NAVD 88
 FQ0865.geopotential number by the normal gravity value computed on the
 FQ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0865.degrees latitude (g = 980.6199 gals.).
 FQ0865
 FQ0865.The modeled gravity was interpolated from observed gravity values.
 FQ0865
 FQ0865;                    North         East    Units  Estimated Accuracy
 FQ0865;SPC AZ C     -   520,470.      228,540.      MT  (+/- 180 meters Scaled)
 FQ0865
 FQ0865                          SUPERSEDED SURVEY CONTROL
 FQ0865
 FQ0865.No superseded survey control is available for this station.
 FQ0865
 FQ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE322501(NAD 83)
 FQ0865_MARKER: DB = BENCH MARK DISK
 FQ0865_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0865_SP_SET: ROCK OUTCROP
 FQ0865_STAMPING: 6 JRH 1959 6191
 FQ0865_MARK LOGO: USGS  
 FQ0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0865+STABILITY: POSITION/ELEVATION WELL
 FQ0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0865+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0865
 FQ0865  HISTORY     - Date     Condition        Report By
 FQ0865  HISTORY     - 1959     MONUMENTED       USGS
 FQ0865
 FQ0865                          STATION DESCRIPTION
 FQ0865
 FQ0865'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0865'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0865'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0865'LOOKOUT TOWER, PROCEED 24.6 MILES SOUTH TO THE POINT OF A RIDGE, 3.7
 FQ0865'MILES SOUTHEAST OF LOCKWOOD TANK, 0.2 MILES WEST OF A FENCE, 230 FEET
 FQ0865'NORTH OF CENTER OF THE ROAD, 15 FEET NORTHEAST OF THE BASE OF A HILL,
 FQ0865'IN THE BASE OF A LIMESTONE LEDGE, 2 FEET ABOVE THE GROUND, SET
 FQ0865'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0290 ***********************************************************************
 DV0290  DESIGNATION -  6 LUKE FIELD
 DV0290  PID         -  DV0290
 DV0290  STATE/COUNTY-  AZ/MARICOPA
 DV0290  USGS QUAD   -  EL MIRAGE (1982)
 DV0290
 DV0290                         *CURRENT SURVEY CONTROL
 DV0290  ___________________________________________________________________
 DV0290* NAD 83(1986)-  33 32 39.     (N)    112 21 59.     (W)     SCALED    
 DV0290* NAVD 88     -       333.50   (+/-2cm)    1094.2    (feet)  VERTCON   
 DV0290  ___________________________________________________________________
 DV0290  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0290
 DV0290.The horizontal coordinates were scaled from a topographic map and have
 DV0290.an estimated accuracy of +/- 6 seconds.
 DV0290
 DV0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0290.The vertical order pertains to the NGVD 29 superseded value.
 DV0290
 DV0290.The geoid height was determined by GEOID03.
 DV0290
 DV0290;                    North         East    Units  Estimated Accuracy
 DV0290;SPC AZ C     -   282,190.      171,600.      MT  (+/- 180 meters Scaled)
 DV0290
 DV0290                          SUPERSEDED SURVEY CONTROL
 DV0290
 DV0290  NGVD 29 (??/??/92)  332.956  (m)         1092.37   (f) ADJ UNCH    2 0
 DV0290
 DV0290.Superseded values are not recommended for survey control.
 DV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0290.See file dsdata.txt to determine how the superseded data were derived.
 DV0290
 DV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC731124(NAD 83)
 DV0290_MARKER: Q = CHISELED SQUARE
 DV0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0290_SP_SET: PAVEMENT
 DV0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0290
 DV0290  HISTORY     - Date     Condition        Report By
 DV0290  HISTORY     - UNK      MONUMENTED       DOD
 DV0290  HISTORY     - 1945     GOOD             NGS
 DV0290
 DV0290                          STATION DESCRIPTION
 DV0290
 DV0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0290'IN LUKE FIELD.
 DV0290'AT LUKE FIELD, MARICOPA COUNTY, 89 FEET WEST-NORTH-WEST OF THE SHOP
 DV0290'MAINTENANCE ENGINEERING BUILDING, 6.2 FEET SOUTHWEST OF THE SOUTHWEST
 DV0290'CORNER OF A SEWER DRAIN, AT THE INTERSECTION OF A STREET AND THE WEST
 DV0290'AND NORTH ANCHORAGES, AT THE NORTHWEST CORNER OF THE WEST END OF A
 DV0290'STREET 0.5 FOOT NORTH AND 1.0 FOOT WEST OF THE POINT OF INTERSECTION,
 DV0290'AND ON THE TOP OF THE WEST ANCHORAGE PAVEMENT.  A CROSS INSIDE A
 DV0290'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1454 ***********************************************************************
 CZ1454  DESIGNATION -  6 MDC
 CZ1454  PID         -  CZ1454
 CZ1454  STATE/COUNTY-  AZ/PINAL
 CZ1454  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1454
 CZ1454                         *CURRENT SURVEY CONTROL
 CZ1454  ___________________________________________________________________
 CZ1454* NAD 83(1986)-  32 38 37.     (N)    111 23 40.     (W)     SCALED    
 CZ1454* NAVD 88     -       580.917  (meters)    1905.89   (feet)  ADJUSTED  
 CZ1454  ___________________________________________________________________
 CZ1454  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1454  DYNAMIC HT  -         580.172 (meters)    1903.45  (feet)  COMP
 CZ1454  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 CZ1454
 CZ1454  VERT ORDER  -  FIRST     CLASS II
 CZ1454
 CZ1454.The horizontal coordinates were scaled from a topographic map and have
 CZ1454.an estimated accuracy of +/- 6 seconds.
 CZ1454
 CZ1454.The orthometric height was determined by differential leveling
 CZ1454.and adjusted in June 1991.
 CZ1454
 CZ1454.The geoid height was determined by GEOID03.
 CZ1454
 CZ1454.The dynamic height is computed by dividing the NAVD 88
 CZ1454.geopotential number by the normal gravity value computed on the
 CZ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1454.degrees latitude (g = 980.6199 gals.).
 CZ1454
 CZ1454.The modeled gravity was interpolated from observed gravity values.
 CZ1454
 CZ1454;                    North         East    Units  Estimated Accuracy
 CZ1454;SPC AZ C     -   182,350.      262,350.      MT  (+/- 180 meters Scaled)
 CZ1454
 CZ1454                          SUPERSEDED SURVEY CONTROL
 CZ1454
 CZ1454.No superseded survey control is available for this station.
 CZ1454
 CZ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB630118(NAD 83)
 CZ1454_MARKER: DD = SURVEY DISK
 CZ1454_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1454_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1454_STAMPING: 6 MDC 1977
 CZ1454_MARK LOGO: USGS  
 CZ1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1454+STABILITY: POSITION/ELEVATION WELL
 CZ1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1454+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1454
 CZ1454  HISTORY     - Date     Condition        Report By
 CZ1454  HISTORY     - 1977     MONUMENTED       USGS
 CZ1454  HISTORY     - 1980     GOOD             NGS
 CZ1454  HISTORY     - 1984     GOOD             NGS
 CZ1454  HISTORY     - 19911205 GOOD             NGS
 CZ1454  HISTORY     - 20040514 GOOD             NGS
 CZ1454  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1454
 CZ1454                          STATION DESCRIPTION
 CZ1454
 CZ1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1454'63.4 KM NW FROM TUCSON.
 CZ1454'THE MARK IS 3 M ABOVE A FENCE LINE.
 CZ1454'62.3 KILOMETERS (38.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1454'RAILROAD FROM THE STATION AT TUCSON, THENCE 0.6 KILOMETER (0.4 MILE)
 CZ1454'SOUTHWEST ALONG PICACHO PEAK ROAD, THENCE 0.5 KILOMETER (0.3 MILE)
 CZ1454'SOUTHEAST ALONG THE EL PASO NATURAL GAS COMPANY PIPE LINE, AT THE
 CZ1454'HIGHEST SUMMIT IN THE PIPE LINE ROAD THAT CAN BE SEEN LOOKING
 CZ1454'SOUTHEAST ALONG THE PIPE LINE FROM THE CROSSING OF PICACHO PEAK ROAD,
 CZ1454'IN TOP OF A SMALL NARROW FLAT LEDGE OF THE EAST SLOPE OF A ROCK CLIFF
 CZ1454'WITH SEVERAL CAVES, 45 PACES SOUTHWEST AROUND THE SIDE OF THE ROCK
 CZ1454'CLIFF FROM BENCH MARK A 6 MDC USGS, ABOUT 3 METERS (10 FEET) WEST
 CZ1454'OF THE EXTENDED WEST PROPERTY LINE OF THE TRADING POST, 8.7 METERS
 CZ1454'(28.5 FEET) SOUTHEAST OF A FENCE AND 1.2 METERS (4 FEET) ABOVE THE
 CZ1454'GROUND.
 CZ1454
 CZ1454                          STATION RECOVERY (1984)
 CZ1454
 CZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1454'RECOVERED IN GOOD CONDITION.
 CZ1454
 CZ1454                          STATION RECOVERY (1991)
 CZ1454
 CZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1454'12.3 KM (7.65 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1454'POST OFFICE IN PICACHO, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 CZ1454'PICACHO PEAK ROAD, THENCE 0.4 KM (0.25 MI) SOUTHEASTERLY ALONG A
 CZ1454'ROCKY TRACK ROAD PARALLELING AN UNDERGROUND PIPE LINE, AT THE HIGHEST
 CZ1454'POINT OF THE ROAD, IN A 4 BY 5-FOOT LEDGE AT THE BASE OF AND NEAR THE
 CZ1454'EAST END OF A VERTICAL ROCK OUTCROP, 15.0 M (49.2 FT) SOUTHWEST OF
 CZ1454'THE ROAD CENTER, 10.7 M (35.1 FT) WEST OF A T-FENCE CORNER, 10.6 M
 CZ1454'(34.8 FT) SOUTH-SOUTHWEST OF AN UNDERGROUND PIPELINE WARNING SIGN,
 CZ1454'8.8 M (28.9 FT) SOUTHWEST OF THE FENCE, AND 5.0 M (16.4 FT) ABOVE THE
 CZ1454'LEVEL OF THE ROAD.
 CZ1454
 CZ1454                          STATION RECOVERY (2004)
 CZ1454
 CZ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1454'RECOVERED IN GOOD CONDITION.
 CZ1454
 CZ1454                          STATION RECOVERY (2008)
 CZ1454
 CZ1454'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 CZ1454'RECOVERED 6 MDC IN GOOD CONDITION.  HANDHELD GPSR INDICATED
 CZ1454'COORDINATES AS N32 38.620
 CZ1454'W111 23.675.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2374 ***********************************************************************
 CZ2374  DESIGNATION -  6 WBC
 CZ2374  PID         -  CZ2374
 CZ2374  STATE/COUNTY-  AZ/PINAL
 CZ2374  USGS QUAD   -  RED ROCK (1993)
 CZ2374
 CZ2374                         *CURRENT SURVEY CONTROL
 CZ2374  ___________________________________________________________________
 CZ2374* NAD 83(2007)-  32 33 31.14384(N)    111 22 06.47034(W)     ADJUSTED  
 CZ2374* NAVD 88     -       556.9    (meters)    1827.     (feet)  VERTCON   
 CZ2374  ___________________________________________________________________
 CZ2374  EPOCH DATE  -        2007.00
 CZ2374  X           -  -1,960,796.659 (meters)                     COMP
 CZ2374  Y           -  -5,011,481.091 (meters)                     COMP
 CZ2374  Z           -   3,413,090.683 (meters)                     COMP
 CZ2374  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2374  ELLIP HEIGHT-         527.234 (meters)          (02/10/07) ADJUSTED
 CZ2374  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ2374
 CZ2374  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2374  Type    PID    Designation                      North   East  Ellip
 CZ2374  -------------------------------------------------------------------
 CZ2374  NETWORK CZ2374 6 WBC                             0.69   1.12   3.39
 CZ2374  -------------------------------------------------------------------
 CZ2374
 CZ2374.The horizontal coordinates were established by GPS observations
 CZ2374.and adjusted by the National Geodetic Survey in February 2007.
 CZ2374
 CZ2374.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2374.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2374.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2374.The epoch date for horizontal control is a decimal equivalence
 CZ2374.of Year/Month/Day.
 CZ2374
 CZ2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2374
 CZ2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2374
 CZ2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2374
 CZ2374.The ellipsoidal height was determined by GPS observations
 CZ2374.and is referenced to NAD 83.
 CZ2374
 CZ2374.The geoid height was determined by GEOID03.
 CZ2374
 CZ2374;                    North         East     Units Scale Factor Converg.
 CZ2374;SPC AZ C     -   172,943.142   264,840.033   MT  0.99993267   +0 17 42.1
 CZ2374;SPC AZ C     -   567,398.76    868,897.75   iFT  0.99993267   +0 17 42.1
 CZ2374;UTM  12      - 3,602,420.545   465,409.181   MT  0.99961475   -0 11 53.9
 CZ2374
 CZ2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2374!SPC AZ C     -   0.99991723  x   0.99993267  =   0.99984990
 CZ2374!UTM  12      -   0.99991723  x   0.99961475  =   0.99953201
 CZ2374
 CZ2374                          SUPERSEDED SURVEY CONTROL
 CZ2374
 CZ2374  ELLIP H (06/11/02)  527.270  (m)                       GP(       ) 4 2
 CZ2374  NAD 83(1992)-  32 33 31.14285(N)    111 22 06.46900(W) AD(       ) 1
 CZ2374  ELLIP H (08/23/93)  527.336  (m)                       GP(       ) 4 2
 CZ2374  NAD 83(1986)-  32 33 31.13807(N)    111 22 06.46929(W) AD(       ) 1
 CZ2374  NGVD 29 (05/25/90)  556.5    (m)         1826.     (f) GPS OBS     3  
 CZ2374
 CZ2374.Superseded values are not recommended for survey control.
 CZ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2374.See file dsdata.txt to determine how the superseded data were derived.
 CZ2374
 CZ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6540902421(NAD 83)
 CZ2374_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CZ2374+WITH SETTING: INFORMATION.
 CZ2374_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2374+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2007
 CZ2374
 CZ2374  HISTORY     - Date     Condition        Report By
 CZ2374  HISTORY     - UNK      MONUMENTED
 CZ2374  HISTORY     - 1987     GOOD             NGS
 CZ2374  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2374
 CZ2374                          STATION DESCRIPTION
 CZ2374
 CZ2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2374'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2374'IN GOOD CONDITION.
 CZ2374'
 CZ2374'THE STATION IS LOCATED ABOUT 72.4 KM (45 MI)
 CZ2374'NORTHWEST OF TUCSON AND
 CZ2374'7.2 KM (4.5 MI) SOUTH OF PICACHO PEAK.
 CZ2374'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ2374'
 CZ2374'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2374'RED ROCK ROAD WHICH IS ABOUT 0.8 KM (0.5 MI) NORTHEAST OF RED ROCK,
 CZ2374'GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON RED ROCK ROAD TO A STOP SIGN AND
 CZ2374'A PAVED ROAD LEADING NORTH.
 CZ2374'TURN RIGHT AND GO NORTH FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD TO A
 CZ2374'PAVED ROAD LEFT.
 CZ2374'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD
 CZ2374'TO THE RED ROCK BAR AND SERVICE STATION.  CONTINUE AHEAD AND GO
 CZ2374'SOUTHWEST FOR 4.0 KM (2.5 MI) ON RED ROCK ROAD TO A FORK.  FOLLOW
 CZ2374'THE LEFT FORK AND GO 0.2 KM (0.15 MI) TO A GATE AND THE STATION ON
 CZ2374'THE LEFT, ALONG A FENCE LINE.
 CZ2374'
 CZ2374'THE STATION IS A STANDARD USGS DISK
 CZ2374'STAMPED---1825 FT 6 WBC 1977---,
 CZ2374'BRAZED TO THE TOP OF A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO AN
 CZ2374'UNKNOWN DEPTH.  LOCATED
 CZ2374'10.4 METERS (34.1 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF RED
 CZ2374'ROCK ROAD,
 CZ2374'6.7 METERS (21.9 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CZ2374'THE DIRT ROAD LEADING THRU THE GATE AND
 CZ2374'0.3 METERS (1.0 FT) NORTHWEST FROM THE WOODEN ENTRANCE FENCE.
 CZ2374'
 CZ2374'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2374'
 CZ2374'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2374'
 CZ2374'DESCRIBED BY G.S. HART.
 CZ2374
 CZ2374                          STATION RECOVERY (2007)
 CZ2374
 CZ2374'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2374'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2374'THE DESCRIPTION   RED ROCK ROAD IS NOW CALLED SASCO ROAD, THE DIRT
 CZ2374'ROAD IS NOW CALLED TETON ROAD AND THE MARK IS 3 FEET NORTHEAST OF A
 CZ2374'WITNESS SIGN THAT IS AFFIXED TO THE WOODEN FENCE.
 CZ2374' 
 CZ2374'TO REACH THE STATION FROM INTERSTATE 10 AND THE RED ROCK EXIT (EXIT
 CZ2374'226), GO EAST ON SASCO ROAD FOR 2.7 MILES TO THE GATE FOR SOUTH TETON
 CZ2374'ROAD AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0627 ***********************************************************************
 DA0627  DESIGNATION -  6 WF
 DA0627  PID         -  DA0627
 DA0627  STATE/COUNTY-  AZ/MARICOPA
 DA0627  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0627
 DA0627                         *CURRENT SURVEY CONTROL
 DA0627  ___________________________________________________________________
 DA0627* NAD 83(1986)-  32 46 11.     (N)    112 31 33.     (W)     SCALED    
 DA0627* NAVD 88     -       525.87   (+/-2cm)    1725.3    (feet)  VERTCON   
 DA0627  ___________________________________________________________________
 DA0627  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DA0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0627
 DA0627.The horizontal coordinates were scaled from a topographic map and have
 DA0627.an estimated accuracy of +/- 6 seconds.
 DA0627
 DA0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0627.The vertical order pertains to the NGVD 29 superseded value.
 DA0627
 DA0627.The geoid height was determined by GEOID03.
 DA0627
 DA0627;                    North         East    Units  Estimated Accuracy
 DA0627;SPC AZ C     -   196,380.      156,290.      MT  (+/- 180 meters Scaled)
 DA0627
 DA0627                          SUPERSEDED SURVEY CONTROL
 DA0627
 DA0627  NGVD 29 (??/??/92)  525.186  (m)         1723.05   (f) ADJ UNCH    2 0
 DA0627
 DA0627.Superseded values are not recommended for survey control.
 DA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0627.See file dsdata.txt to determine how the superseded data were derived.
 DA0627
 DA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB570267(NAD 83)
 DA0627_MARKER: DB = BENCH MARK DISK
 DA0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0627_STAMPING: 1723 6 WF 1948
 DA0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0627+STABILITY: SURFACE MOTION
 DA0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0627+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0627
 DA0627  HISTORY     - Date     Condition        Report By
 DA0627  HISTORY     - 1948     MONUMENTED       USGS
 DA0627  HISTORY     - 1952     GOOD             NGS
 DA0627  HISTORY     - 20090206 GOOD             GEOCAC
 DA0627
 DA0627                          STATION DESCRIPTION
 DA0627
 DA0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0627'12.4 MI NW FROM STOUTS WELL.
 DA0627'12.4 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0627'AT THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 147 FEET EAST OF
 DA0627'THE CENTER OF THE JUNCTION, 41 1/2 FEET NORTHEAST OF THE CENTER LINE
 DA0627'OF THE TRACK ROAD LEADING SOUTHEAST, 32 1/2 FEET SOUTH OF THE CENTER
 DA0627'LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 DA0627'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT
 DA0627'LEVEL WITH THE ROAD.
 DA0627
 DA0627                          STATION RECOVERY (2009)
 DA0627
 DA0627'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0627'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0627'THE DESCRIPTION - THE MARK IS LOCATED NORTHEAST OF THE INTERSECTION OF
 DA0627'TRAILS 8008 AND 8008D. THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0627'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0627'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0627'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0627'32 46 11.2 (N)   112 31 33.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0320 ***********************************************************************
 DA0320  DESIGNATION -  6+41
 DA0320  PID         -  DA0320
 DA0320  STATE/COUNTY-  AZ/PIMA
 DA0320  USGS QUAD   -  AJO SOUTH (1990)
 DA0320
 DA0320                         *CURRENT SURVEY CONTROL
 DA0320  ___________________________________________________________________
 DA0320* NAD 83(1986)-  32 22 18.     (N)    112 51 33.     (W)     SCALED    
 DA0320* NAVD 88     -       533.14   (+/-2cm)    1749.1    (feet)  VERTCON   
 DA0320  ___________________________________________________________________
 DA0320  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0320  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0320
 DA0320.The horizontal coordinates were scaled from a topographic map and have
 DA0320.an estimated accuracy of +/- 6 seconds.
 DA0320
 DA0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0320.The vertical order pertains to the NGVD 29 superseded value.
 DA0320
 DA0320.The geoid height was determined by GEOID03.
 DA0320
 DA0320;                    North         East    Units  Estimated Accuracy
 DA0320;SPC AZ C     -   152,470.      124,670.      MT  (+/- 180 meters Scaled)
 DA0320
 DA0320                          SUPERSEDED SURVEY CONTROL
 DA0320
 DA0320  NGVD 29 (??/??/92)  532.441  (m)         1746.85   (f) ADJ UNCH    1 2
 DA0320
 DA0320.Superseded values are not recommended for survey control.
 DA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0320.See file dsdata.txt to determine how the superseded data were derived.
 DA0320
 DA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA250831(NAD 83)
 DA0320_MARKER: DD = SURVEY DISK
 DA0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0320_SP_SET: CULVERT
 DA0320_STAMPING: 1746.96 1938 6+41
 DA0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0320+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0320
 DA0320  HISTORY     - Date     Condition        Report By
 DA0320  HISTORY     - 1938     MONUMENTED       AZHD
 DA0320  HISTORY     - 1953     GOOD             NGS
 DA0320  HISTORY     - 1981     GOOD             NGS
 DA0320  HISTORY     - 20060218 GOOD             USPSQD
 DA0320
 DA0320                          STATION DESCRIPTION
 DA0320
 DA0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0320'0.25 MI SE FROM AJO.
 DA0320'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0320'FROM THE STATION AT AJO, THENCE 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY
 DA0320'86, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE SOUTH
 DA0320'CONCRETE HEAD WALL, 31 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 DA0320'HIGHWAY, 5.9 FEET WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 6
 DA0320'FEET LOWER THAN THE ROAD.
 DA0320
 DA0320                          STATION RECOVERY (1981)
 DA0320
 DA0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0320'RECOVERED IN GOOD CONDITION.
 DA0320
 DA0320                          STATION RECOVERY (2006)
 DA0320
 DA0320'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0320'RECOVERED AS DESCRIBED. GPS N32.22.20.3  W112.51.30.5
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0137 ***********************************************************************
 CZ0137  DESIGNATION -  6+50
 CZ0137  PID         -  CZ0137
 CZ0137  STATE/COUNTY-  AZ/PIMA
 CZ0137  USGS QUAD   -  TUCSON (1992)
 CZ0137
 CZ0137                         *CURRENT SURVEY CONTROL
 CZ0137  ___________________________________________________________________
 CZ0137* NAD 83(1986)-  32 14 29.     (N)    110 58 42.     (W)     SCALED    
 CZ0137* NAVD 88     -       718.49   (+/-2cm)    2357.2    (feet)  VERTCON   
 CZ0137  ___________________________________________________________________
 CZ0137  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0137  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0137
 CZ0137.The horizontal coordinates were scaled from a topographic map and have
 CZ0137.an estimated accuracy of +/- 6 seconds.
 CZ0137
 CZ0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0137.The vertical order pertains to the NGVD 29 superseded value.
 CZ0137
 CZ0137.The geoid height was determined by GEOID03.
 CZ0137
 CZ0137;                    North         East    Units  Estimated Accuracy
 CZ0137;SPC AZ C     -   138,020.      301,790.      MT  (+/- 180 meters Scaled)
 CZ0137
 CZ0137                          SUPERSEDED SURVEY CONTROL
 CZ0137
 CZ0137  NGVD 29 (??/??/92)  717.825  (m)         2355.06   (f) ADJ UNCH    1 2
 CZ0137
 CZ0137.Superseded values are not recommended for survey control.
 CZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0137.See file dsdata.txt to determine how the superseded data were derived.
 CZ0137
 CZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020671(NAD 83)
 CZ0137_MARKER: DD = SURVEY DISK
 CZ0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0137_SP_SET: CULVERT
 CZ0137_STAMPING: 2355.85 1937 6+50
 CZ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0137
 CZ0137  HISTORY     - Date     Condition        Report By
 CZ0137  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0137  HISTORY     - 1951     GOOD             NGS
 CZ0137  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0137
 CZ0137                          STATION DESCRIPTION
 CZ0137
 CZ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0137'1.7 MI N FROM TUCSON.
 CZ0137'1.7 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0137'BANK AT TUCSON, ABOUT 0.1 MILE NORTHWEST OF THE NORTH END OF A CURVE
 CZ0137'IN THE HIGHWAY, AT A 5 1/2 X 10 FOOT CONCRETE BOX-TYPE CULVERT OVER A
 CZ0137'WASH, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL, 155 FEET
 CZ0137'SOUTH OF THE CENTERLINE OF AN EAST-WEST DIRT CROSS-STREET, 34 FEET
 CZ0137'WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF THE HIGHWAY,
 CZ0137'AND ABOUT 1/2 FOOT HIGHER THAN THE SIDEWALK.
 CZ0137
 CZ0137                          STATION RECOVERY (2006)
 CZ0137
 CZ0137'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0137'MARK NOT FOUND. HIGHWAY REDONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0966 ***********************************************************************
 DV0966  DESIGNATION -  60 A
 DV0966  PID         -  DV0966
 DV0966  STATE/COUNTY-  AZ/MARICOPA
 DV0966  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 DV0966
 DV0966                         *CURRENT SURVEY CONTROL
 DV0966  ___________________________________________________________________
 DV0966* NAD 83(1986)-  33 30 20.     (N)    112 58 42.     (W)     SCALED    
 DV0966* NAVD 88     -       365.17   (+/-2cm)    1198.1    (feet)  VERTCON   
 DV0966  ___________________________________________________________________
 DV0966  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0966
 DV0966.The horizontal coordinates were scaled from a topographic map and have
 DV0966.an estimated accuracy of +/- 6 seconds.
 DV0966
 DV0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0966.The vertical order pertains to the NGVD 29 superseded value.
 DV0966
 DV0966.The geoid height was determined by GEOID03.
 DV0966
 DV0966;                    North         East    Units  Estimated Accuracy
 DV0966;SPC AZ C     -   278,320.      114,720.      MT  (+/- 180 meters Scaled)
 DV0966
 DV0966                          SUPERSEDED SURVEY CONTROL
 DV0966
 DV0966  NGVD 29 (??/??/92)  364.52   (m)         1195.9    (f) COMPUTED    2 0
 DV0966
 DV0966.Superseded values are not recommended for survey control.
 DV0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0966.See file dsdata.txt to determine how the superseded data were derived.
 DV0966
 DV0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC162090(NAD 83)
 DV0966_MARKER: DD = SURVEY DISK
 DV0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0966_STAMPING: 60 A 1962
 DV0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0966+STABILITY: SURFACE MOTION
 DV0966
 DV0966  HISTORY     - Date     Condition        Report By
 DV0966  HISTORY     - 1962     MONUMENTED       AZHD
 DV0966  HISTORY     - 1962     GOOD             NGS
 DV0966
 DV0966                          STATION DESCRIPTION
 DV0966
 DV0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0966'0.4 MI ESE FROM TONOPAH.
 DV0966'AN AZHD DISK STAMPED 60 A 1962, SET IN THE TOP OF A CONCRETE POST
 DV0966'FLUSH WITH THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF
 DV0966'PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET NW OF A METAL WITNESS POST.
 DV0966'NOTE-- 0.4 MI ESE OF BM K 415 60.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1010 ***********************************************************************
 FR1010  DESIGNATION -  60 EMH
 FR1010  PID         -  FR1010
 FR1010  STATE/COUNTY-  AZ/COCONINO
 FR1010  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1010
 FR1010                         *CURRENT SURVEY CONTROL
 FR1010  ___________________________________________________________________
 FR1010* NAD 83(1986)-  35 23 55.     (N)    112 34 14.     (W)     SCALED    
 FR1010* NAVD 88     -      1699.095  (meters)    5574.45   (feet)  POSTED    
 FR1010  ___________________________________________________________________
 FR1010  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 FR1010  DYNAMIC HT  -        1696.840 (meters)    5567.05  (feet)  COMP
 FR1010  MODELED GRAV-     979,247.7   (mgal)                       NAVD 88
 FR1010
 FR1010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1010
 FR1010.The horizontal coordinates were scaled from a topographic map and have
 FR1010.an estimated accuracy of +/- 6 seconds.
 FR1010
 FR1010.The orthometric height was determined by differential leveling
 FR1010.and adjusted by the  in 1992.
 FR1010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1010.rate of 0.0 thru 1.0 mm/km.
 FR1010
 FR1010.The geoid height was determined by GEOID03.
 FR1010
 FR1010.The dynamic height is computed by dividing the NAVD 88
 FR1010.geopotential number by the normal gravity value computed on the
 FR1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1010.degrees latitude (g = 980.6199 gals.).
 FR1010
 FR1010.The modeled gravity was interpolated from observed gravity values.
 FR1010
 FR1010;                    North         East    Units  Estimated Accuracy
 FR1010;SPC AZ C     -   487,990.      153,960.      MT  (+/- 180 meters Scaled)
 FR1010
 FR1010                          SUPERSEDED SURVEY CONTROL
 FR1010
 FR1010.No superseded survey control is available for this station.
 FR1010
 FR1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE573183(NAD 83)
 FR1010_MARKER: DB = BENCH MARK DISK
 FR1010_SETTING: 66 = SET IN ROCK OUTCROP
 FR1010_SP_SET: BEDROCK
 FR1010_STAMPING: 60 EMH 1973 5572
 FR1010_MARK LOGO: USGS  
 FR1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1010+STABILITY: POSITION/ELEVATION WELL
 FR1010
 FR1010  HISTORY     - Date     Condition        Report By
 FR1010  HISTORY     - 1973     MONUMENTED       USGS
 FR1010
 FR1010                          STATION DESCRIPTION
 FR1010
 FR1010'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1010'38.0 KM (23.60 MI) NE FROM SELIGMAN.
 FR1010'FROM THE RAIROAD STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG
 FR1010'OLD U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 FR1010'THENCE 8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF
 FR1010'THE AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1010'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1010'ROAD, THENCE 2.75 MILES NORTHEAST ALONG A PIPE LINE ROAD, ABOUT 0.8
 FR1010'MILES NORTHEAST OF PIPE LINE MILEPOST 242, 46 FEET NORTH OF THE
 FR1010'CENTERLINE OF THE ROAD, FLUSH WITH THE GROUND.
 FR1010'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0652 ***********************************************************************
 FP0652  DESIGNATION -  60 HLS
 FP0652  PID         -  FP0652
 FP0652  STATE/COUNTY-  AZ/APACHE
 FP0652  USGS QUAD   -  WIDE RUINS (1971)
 FP0652
 FP0652                         *CURRENT SURVEY CONTROL
 FP0652  ___________________________________________________________________
 FP0652* NAD 83(1986)-  35 22 40.     (N)    109 29 24.     (W)     SCALED    
 FP0652* NAVD 88     -      1879.944  (meters)    6167.78   (feet)  ADJUSTED  
 FP0652  ___________________________________________________________________
 FP0652  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 FP0652  DYNAMIC HT  -        1877.326 (meters)    6159.19  (feet)  COMP
 FP0652  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 FP0652
 FP0652  VERT ORDER  -  SECOND    CLASS II
 FP0652
 FP0652.The horizontal coordinates were scaled from a topographic map and have
 FP0652.an estimated accuracy of +/- 6 seconds.
 FP0652
 FP0652.The orthometric height was determined by differential leveling
 FP0652.and adjusted in June 1991.
 FP0652
 FP0652.The geoid height was determined by GEOID03.
 FP0652
 FP0652.The dynamic height is computed by dividing the NAVD 88
 FP0652.geopotential number by the normal gravity value computed on the
 FP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0652.degrees latitude (g = 980.6199 gals.).
 FP0652
 FP0652.The modeled gravity was interpolated from observed gravity values.
 FP0652
 FP0652;                    North         East    Units  Estimated Accuracy
 FP0652;SPC AZ E     -   485,690.      274,840.      MT  (+/- 180 meters Scaled)
 FP0652
 FP0652                          SUPERSEDED SURVEY CONTROL
 FP0652
 FP0652.No superseded survey control is available for this station.
 FP0652
 FP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE371159(NAD 83)
 FP0652_MARKER: DB = BENCH MARK DISK
 FP0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0652_SP_SET: COPPER-CLAD STEEL ROD
 FP0652_STAMPING: 60 HLS 1970 6164
 FP0652_MARK LOGO: USGS  
 FP0652_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0652+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0652
 FP0652  HISTORY     - Date     Condition        Report By
 FP0652  HISTORY     - 1970     MONUMENTED       USGS
 FP0652
 FP0652                          STATION DESCRIPTION
 FP0652
 FP0652'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0652'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0652'OFFICE AT GANADO, ARIZONA), PROCEED 9.2 MILES SOUTH ALONG STATE
 FP0652'HIGHWAY 63, 0.1 MILE NORTH OF AN INTERMITTANT STOCK POND, 99 FEET
 FP0652'EAST OF THE HIGHWAY, 1 FOOT WEST OF A WITNESS POST.  A COPPER-CLAD
 FP0652'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0234 ***********************************************************************
 FP0234  DESIGNATION -  6006.95
 FP0234  PID         -  FP0234
 FP0234  STATE/COUNTY-  AZ/APACHE
 FP0234  USGS QUAD   -  HOUCK (1971)
 FP0234
 FP0234                         *CURRENT SURVEY CONTROL
 FP0234  ___________________________________________________________________
 FP0234* NAD 83(1986)-  35 16 50.     (N)    109 11 10.     (W)     SCALED    
 FP0234* NAVD 88     -      1831.959  (meters)    6010.35   (feet)  ADJUSTED  
 FP0234  ___________________________________________________________________
 FP0234  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 FP0234  DYNAMIC HT  -        1829.404 (meters)    6001.97  (feet)  COMP
 FP0234  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 FP0234
 FP0234  VERT ORDER  -  SECOND    CLASS 0
 FP0234
 FP0234.The horizontal coordinates were scaled from a topographic map and have
 FP0234.an estimated accuracy of +/- 6 seconds.
 FP0234
 FP0234.The orthometric height was determined by differential leveling
 FP0234.and adjusted in June 1991.
 FP0234
 FP0234.The geoid height was determined by GEOID03.
 FP0234
 FP0234.The dynamic height is computed by dividing the NAVD 88
 FP0234.geopotential number by the normal gravity value computed on the
 FP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0234.degrees latitude (g = 980.6199 gals.).
 FP0234
 FP0234.The modeled gravity was interpolated from observed gravity values.
 FP0234
 FP0234;                    North         East    Units  Estimated Accuracy
 FP0234;SPC AZ E     -   475,140.      302,560.      MT  (+/- 180 meters Scaled)
 FP0234
 FP0234                          SUPERSEDED SURVEY CONTROL
 FP0234
 FP0234  NGVD 29 (??/??/92) 1831.001  (m)         6007.21   (f) ADJ UNCH    2 0
 FP0234
 FP0234.Superseded values are not recommended for survey control.
 FP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0234.See file dsdata.txt to determine how the superseded data were derived.
 FP0234
 FP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE649056(NAD 83)
 FP0234_MARKER: DD = SURVEY DISK
 FP0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0234_SP_SET: BRIDGE
 FP0234_STAMPING: 6006.95 2345X75
 FP0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0234
 FP0234  HISTORY     - Date     Condition        Report By
 FP0234  HISTORY     - UNK      MONUMENTED       AZHD
 FP0234  HISTORY     - 1959     GOOD             NGS
 FP0234  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0234  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0234
 FP0234                          STATION DESCRIPTION
 FP0234
 FP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0234'10.0 MI E FROM SANDERS.
 FP0234'10.1 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0234'SANDERS, 1.4 MILES EAST OF HOUCK, 0.2 MILE WEST OF MILEPOST 372, 21
 FP0234'FEET NORTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE
 FP0234'NORTH HEADWALL OF AN 18 FOOT CONCRETE BRIDGE.  NOTE-- U.S. HIGHWAY 66
 FP0234'HAS BEEN REALIGNED.
 FP0234
 FP0234                          STATION RECOVERY (1971)
 FP0234
 FP0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0234'MARK NOT FOUND.
 FP0234
 FP0234                          STATION RECOVERY (1983)
 FP0234
 FP0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0234'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0307 ***********************************************************************
 ES0307  DESIGNATION -  6014
 ES0307  PID         -  ES0307
 ES0307  STATE/COUNTY-  AZ/GILA
 ES0307  USGS QUAD   -  PINE (1973)
 ES0307
 ES0307                         *CURRENT SURVEY CONTROL
 ES0307  ___________________________________________________________________
 ES0307* NAD 83(1986)-  34 24 21.     (N)    111 29 01.     (W)     SCALED    
 ES0307* NAVD 88     -      1834.316  (meters)    6018.09   (feet)  ADJUSTED  
 ES0307  ___________________________________________________________________
 ES0307  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 ES0307  DYNAMIC HT  -        1831.731 (meters)    6009.60  (feet)  COMP
 ES0307  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 ES0307
 ES0307  VERT ORDER  -  FIRST     CLASS II
 ES0307
 ES0307.The horizontal coordinates were scaled from a topographic map and have
 ES0307.an estimated accuracy of +/- 6 seconds.
 ES0307
 ES0307.The orthometric height was determined by differential leveling
 ES0307.and adjusted in June 1991.
 ES0307
 ES0307.The geoid height was determined by GEOID03.
 ES0307
 ES0307.The dynamic height is computed by dividing the NAVD 88
 ES0307.geopotential number by the normal gravity value computed on the
 ES0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0307.degrees latitude (g = 980.6199 gals.).
 ES0307
 ES0307.The modeled gravity was interpolated from observed gravity values.
 ES0307
 ES0307;                    North         East    Units  Estimated Accuracy
 ES0307;SPC AZ E     -   378,450.       92,280.      MT  (+/- 180 meters Scaled)
 ES0307
 ES0307                          SUPERSEDED SURVEY CONTROL
 ES0307
 ES0307  NGVD 29 (??/??/92) 1833.482  (m)         6015.35   (f) ADJ UNCH    1 2
 ES0307
 ES0307.Superseded values are not recommended for survey control.
 ES0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0307.See file dsdata.txt to determine how the superseded data were derived.
 ES0307
 ES0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD555072(NAD 83)
 ES0307_MARKER: Z = SEE DESCRIPTION
 ES0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0307_SP_SET: TREE
 ES0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0307
 ES0307  HISTORY     - Date     Condition        Report By
 ES0307  HISTORY     - UNK      MONUMENTED       USGS
 ES0307  HISTORY     - 1933     GOOD             NGS
 ES0307
 ES0307                          STATION DESCRIPTION
 ES0307
 ES0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0307'2.4 MI NW FROM PINE.
 ES0307'AT SIDE OF HIGHWAY, 900 FEET WEST OF Y-JUNCTION OF HIGHWAY TO
 ES0307'FLAGSTAFF, AT POINT WHERE COVE TRAIL JOINS HIGHWAY, 25 FEET SOUTH OF
 ES0307'HIGHWAY CENTER-LINE, ON ROOT OF PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0033 ***********************************************************************
 GQ0033  DESIGNATION -  6028.93
 GQ0033  PID         -  GQ0033
 GQ0033  STATE/COUNTY-  AZ/COCONINO
 GQ0033  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0033
 GQ0033                         *CURRENT SURVEY CONTROL
 GQ0033  ___________________________________________________________________
 GQ0033* NAD 83(1986)-  36 50 48.     (N)    112 15 14.     (W)     SCALED    
 GQ0033* NAVD 88     -      1962.899  (meters)    6439.94   (feet)  POSTED    
 GQ0033  ___________________________________________________________________
 GQ0033  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 GQ0033  DYNAMIC HT  -        1960.450 (meters)    6431.91  (feet)  COMP
 GQ0033  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 GQ0033
 GQ0033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0033
 GQ0033.The horizontal coordinates were scaled from a topographic map and have
 GQ0033.an estimated accuracy of +/- 6 seconds.
 GQ0033
 GQ0033.The orthometric height was determined by differential leveling
 GQ0033.and adjusted by the  in 1992.
 GQ0033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0033.rate of 0.0 thru 1.0 mm/km.
 GQ0033
 GQ0033.The geoid height was determined by GEOID03.
 GQ0033
 GQ0033.The dynamic height is computed by dividing the NAVD 88
 GQ0033.geopotential number by the normal gravity value computed on the
 GQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0033.degrees latitude (g = 980.6199 gals.).
 GQ0033
 GQ0033.The modeled gravity was interpolated from observed gravity values.
 GQ0033
 GQ0033;                    North         East    Units  Estimated Accuracy
 GQ0033;SPC AZ C     -   648,510.      183,290.      MT  (+/- 180 meters Scaled)
 GQ0033
 GQ0033                          SUPERSEDED SURVEY CONTROL
 GQ0033
 GQ0033  NGVD 29 (??/??/92) 1961.802  (m)         6436.35   (f) ADJ UNCH    1 2
 GQ0033
 GQ0033.Superseded values are not recommended for survey control.
 GQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0033.See file dsdata.txt to determine how the superseded data were derived.
 GQ0033
 GQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF882785(NAD 83)
 GQ0033_MARKER: P = PIPE CAP
 GQ0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0033_STAMPING: 6028.93 261+22.37
 GQ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0033
 GQ0033  HISTORY     - Date     Condition        Report By
 GQ0033  HISTORY     - UNK      MONUMENTED       BPR
 GQ0033  HISTORY     - 1934     GOOD             NGS
 GQ0033
 GQ0033                          STATION DESCRIPTION
 GQ0033
 GQ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0033'18.1 MI SW FROM FREDONIA.
 GQ0033'18.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0033'COUNTY, AT THE CROSSING OF A ROW OF POLES, 33 FEET EAST OF THE
 GQ0033'CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTHEAST OF A POLE.  A UNITED
 GQ0033'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 6028.93 261+22.37
 GQ0033'AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0178 ***********************************************************************
 DB0178  DESIGNATION -  604
 DB0178  PID         -  DB0178
 DB0178  STATE/COUNTY-  AZ/YUMA
 DB0178  USGS QUAD   -  LIGURTA (1965)
 DB0178
 DB0178                         *CURRENT SURVEY CONTROL
 DB0178  ___________________________________________________________________
 DB0178* NAD 83(1986)-  32 39 44.     (N)    114 19 16.     (W)     SCALED    
 DB0178* NAVD 88     -       206.03   (+/-2cm)     676.0    (feet)  VERTCON   
 DB0178  ___________________________________________________________________
 DB0178  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0178  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0178
 DB0178.The horizontal coordinates were scaled from a topographic map and have
 DB0178.an estimated accuracy of +/- 6 seconds.
 DB0178
 DB0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0178.The vertical order pertains to the NGVD 29 superseded value.
 DB0178
 DB0178.The geoid height was determined by GEOID03.
 DB0178
 DB0178;                    North         East    Units  Estimated Accuracy
 DB0178;SPC AZ W     -   184,450.      159,790.      MT  (+/- 180 meters Scaled)
 DB0178
 DB0178                          SUPERSEDED SURVEY CONTROL
 DB0178
 DB0178  NGVD 29 (??/??/??)  205.371  (m)          673.79   (f) ADJUSTED    1 2
 DB0178
 DB0178.Superseded values are not recommended for survey control.
 DB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0178.See file dsdata.txt to determine how the superseded data were derived.
 DB0178
 DB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS512170(NAD 83)
 DB0178_MARKER: DD = SURVEY DISK
 DB0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0178_SP_SET: CULVERT
 DB0178_STAMPING: 604 1947
 DB0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0178
 DB0178  HISTORY     - Date     Condition        Report By
 DB0178  HISTORY     - 1947     MONUMENTED       AZHD
 DB0178  HISTORY     - 1960     GOOD             NGS
 DB0178  HISTORY     - 1967     GOOD             AZHD
 DB0178  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0178  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0178
 DB0178                          STATION DESCRIPTION
 DB0178
 DB0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0178'1.7 MI W FROM LIGURTA.
 DB0178'1.7 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 28 FEET WEST OF
 DB0178'THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 DB0178'THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 DB0178
 DB0178                          STATION RECOVERY (1967)
 DB0178
 DB0178'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DB0178'RECOVERED IN GOOD CONDITION.
 DB0178
 DB0178                          STATION RECOVERY (1981)
 DB0178
 DB0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0178'SEARCHED FOR BUT NOT RECOVERED, BELIEVED TO BE DESTROYED BY THE
 DB0178'CONSTRUCTION OF INTERSTATE HIGHWAY 8.
 DB0178
 DB0178                          STATION RECOVERY (1981)
 DB0178
 DB0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0178'SEARCHED FOR BUT NOT RECOVERED, BELIEVED TO BE DESTROYED BY THE
 DB0178'CONSTRUCTION OF INTERSTATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0182 ***********************************************************************
 ER0182  DESIGNATION -  605+04.51
 ER0182  PID         -  ER0182
 ER0182  STATE/COUNTY-  AZ/APACHE
 ER0182  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0182
 ER0182                         *CURRENT SURVEY CONTROL
 ER0182  ___________________________________________________________________
 ER0182* NAD 83(1986)-  34 30 24.     (N)    109 25 08.     (W)     SCALED    
 ER0182* NAVD 88     -      1776.115  (meters)    5827.14   (feet)  ADJUSTED  
 ER0182  ___________________________________________________________________
 ER0182  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 ER0182  DYNAMIC HT  -        1773.581 (meters)    5818.82  (feet)  COMP
 ER0182  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 ER0182
 ER0182  VERT ORDER  -  SECOND    CLASS 0
 ER0182
 ER0182.The horizontal coordinates were scaled from a topographic map and have
 ER0182.an estimated accuracy of +/- 6 seconds.
 ER0182
 ER0182.The orthometric height was determined by differential leveling
 ER0182.and adjusted in June 1991.
 ER0182
 ER0182.The geoid height was determined by GEOID03.
 ER0182
 ER0182.The dynamic height is computed by dividing the NAVD 88
 ER0182.geopotential number by the normal gravity value computed on the
 ER0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0182.degrees latitude (g = 980.6199 gals.).
 ER0182
 ER0182.The modeled gravity was interpolated from observed gravity values.
 ER0182
 ER0182;                    North         East    Units  Estimated Accuracy
 ER0182;SPC AZ E     -   389,110.      282,020.      MT  (+/- 180 meters Scaled)
 ER0182
 ER0182                          SUPERSEDED SURVEY CONTROL
 ER0182
 ER0182  NGVD 29 (??/??/92) 1775.288  (m)         5824.42   (f) ADJ UNCH    2 0
 ER0182
 ER0182.Superseded values are not recommended for survey control.
 ER0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0182.See file dsdata.txt to determine how the superseded data were derived.
 ER0182
 ER0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD451194(NAD 83)
 ER0182_MARKER: DD = SURVEY DISK
 ER0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0182_STAMPING: STA 605+04.51 1932
 ER0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0182+STABILITY: SURFACE MOTION
 ER0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0182+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 ER0182
 ER0182  HISTORY     - Date     Condition        Report By
 ER0182  HISTORY     - 1932     MONUMENTED       AZHD
 ER0182  HISTORY     - 20040408 GOOD             GEOCAC
 ER0182
 ER0182                          STATION DESCRIPTION
 ER0182
 ER0182'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1932
 ER0182'3.1 MI W FROM ST JOHNS.
 ER0182'3.1 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE HIGH SCHOOL AT ST.
 ER0182'JOHNS, APACHE COUNTY, AT THE FOOT OF A STEEP GRADE, OPPOSITE A JOG IN
 ER0182'THE SOUTH FENCE, 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 ER0182'FEET EAST OF A RIGHT-OF-WAY STAKE.  AN ARIZONA STATE HIGHWAY
 ER0182'DEPARTMENT STANDARD DISK, STAMPED STA 605+04.51 1932 AND SET IN THE
 ER0182'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 ER0182
 ER0182                          STATION RECOVERY (2004)
 ER0182
 ER0182'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0182'3.1 MILES W. ALONG U.S. HWY 180 FROM THE APACHE COUNTY ANNEX BLDG (OLD
 ER0182'HIGH SCHOOL) AT ST. JOHNS, OPPOSITE THE END OF THE S. FENCE, 45 FEET
 ER0182'N. OF THE CENTERLINE OF THE HWY, AND 2 FEET E. OF A FENCE POST, 1 FOOT
 ER0182'N. OF A FENCE.  AN ARIZONA STATE HWY DEPT STANDARD DISK, STAMPED STA
 ER0182'605+04.51 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 ER0182'INCHES ABOVE GROUND.  CIVILIAN GPS COORDINATES 34  30.413'N 109
 ER0182'25.152'W
 ER0182' 
 ER0182' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0354 ***********************************************************************
 FS0354  DESIGNATION -  606+90
 FS0354  PID         -  FS0354
 FS0354  STATE/COUNTY-  AZ/MOHAVE
 FS0354  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0354
 FS0354                         *CURRENT SURVEY CONTROL
 FS0354  ___________________________________________________________________
 FS0354* NAD 83(1986)-  35 30 38.     (N)    114 20 25.     (W)     SCALED    
 FS0354* NAVD 88     -       928.974  (meters)    3047.81   (feet)  POSTED    
 FS0354  ___________________________________________________________________
 FS0354  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0354  DYNAMIC HT  -         927.910 (meters)    3044.32  (feet)  COMP
 FS0354  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 FS0354
 FS0354  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0354
 FS0354.The horizontal coordinates were scaled from a topographic map and have
 FS0354.an estimated accuracy of +/- 6 seconds.
 FS0354
 FS0354.The orthometric height was determined by differential leveling
 FS0354.and adjusted by the  in 1992.
 FS0354.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0354.rate of 3.1 thru 4.0 mm/km.
 FS0354
 FS0354.The geoid height was determined by GEOID03.
 FS0354
 FS0354.The dynamic height is computed by dividing the NAVD 88
 FS0354.geopotential number by the normal gravity value computed on the
 FS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0354.degrees latitude (g = 980.6199 gals.).
 FS0354
 FS0354.The modeled gravity was interpolated from observed gravity values.
 FS0354
 FS0354;                    North         East    Units  Estimated Accuracy
 FS0354;SPC AZ W     -   500,390.      159,820.      MT  (+/- 180 meters Scaled)
 FS0354
 FS0354                          SUPERSEDED SURVEY CONTROL
 FS0354
 FS0354  NGVD 29 (??/??/92)  928.190  (m)         3045.24   (f) ADJ UNCH    1 1
 FS0354
 FS0354.Superseded values are not recommended for survey control.
 FS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0354.See file dsdata.txt to determine how the superseded data were derived.
 FS0354
 FS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV412329(NAD 83)
 FS0354_MARKER: DD = SURVEY DISK
 FS0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0354_SP_SET: CULVERT
 FS0354_STAMPING: 606+90 3045-83 1935
 FS0354_MARK LOGO: AZHD  
 FS0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0354
 FS0354  HISTORY     - Date     Condition        Report By
 FS0354  HISTORY     - 1935     MONUMENTED       AZHD
 FS0354  HISTORY     - 1949     GOOD             NGS
 FS0354  HISTORY     - 1982     GOOD             NGS
 FS0354
 FS0354                          STATION DESCRIPTION
 FS0354
 FS0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0354'9.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0354'9.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0354'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 36-INCH
 FS0354'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0354'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST
 FS0354'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0354'HIGHWAY.
 FS0354
 FS0354                          STATION RECOVERY (1982)
 FS0354
 FS0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0354'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0112 ***********************************************************************
 FR0112  DESIGNATION -  6068
 FR0112  PID         -  FR0112
 FR0112  STATE/COUNTY-  AZ/COCONINO
 FR0112  USGS QUAD   -  HOWARD LAKE (1989)
 FR0112
 FR0112                         *CURRENT SURVEY CONTROL
 FR0112  ___________________________________________________________________
 FR0112* NAD 83(1986)-  35 30 53.     (N)    112 11 49.     (W)     SCALED    
 FR0112* NAVD 88     -      1849.160  (meters)    6066.79   (feet)  POSTED    
 FR0112  ___________________________________________________________________
 FR0112  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FR0112  DYNAMIC HT  -        1846.680 (meters)    6058.65  (feet)  COMP
 FR0112  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 FR0112
 FR0112  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0112
 FR0112.The horizontal coordinates were scaled from a topographic map and have
 FR0112.an estimated accuracy of +/- 6 seconds.
 FR0112
 FR0112.The orthometric height was determined by differential leveling
 FR0112.and adjusted by the  in 1992.
 FR0112.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0112.was located on a no-check spur therefore a value was not computed.
 FR0112.No vertical observational check was made to the station.
 FR0112
 FR0112.The geoid height was determined by GEOID03.
 FR0112
 FR0112.The dynamic height is computed by dividing the NAVD 88
 FR0112.geopotential number by the normal gravity value computed on the
 FR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0112.degrees latitude (g = 980.6199 gals.).
 FR0112
 FR0112.The modeled gravity was interpolated from observed gravity values.
 FR0112
 FR0112;                    North         East    Units  Estimated Accuracy
 FR0112;SPC AZ C     -   500,710.      187,940.      MT  (+/- 180 meters Scaled)
 FR0112
 FR0112                          SUPERSEDED SURVEY CONTROL
 FR0112
 FR0112  NGVD 29 (??/??/92) 1848.258  (m)         6063.83   (f) ADJ UNCH    2 0
 FR0112
 FR0112.Superseded values are not recommended for survey control.
 FR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0112.See file dsdata.txt to determine how the superseded data were derived.
 FR0112
 FR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE914307(NAD 83)
 FR0112_MARKER: P = PIPE CAP
 FR0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0112_STAMPING: 6068 CANYON
 FR0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0112
 FR0112  HISTORY     - Date     Condition        Report By
 FR0112  HISTORY     - UNK      MONUMENTED       USGS
 FR0112  HISTORY     - 1934     GOOD             NGS
 FR0112
 FR0112                          STATION DESCRIPTION
 FR0112
 FR0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0112'19.75 MI N FROM WILLIAMS.
 FR0112'19.75 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0112'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 19, IN A WASH,
 FR0112'AND 45 FEET EAST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES
 FR0112'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6068 CANYON AND RIVETED ON THE
 FR0112'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND.
 FR0112'NOTE-- THE PIPE WAS LEANING 10 DEG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0805 ***********************************************************************
 CZ0805  DESIGNATION -  607+00
 CZ0805  PID         -  CZ0805
 CZ0805  STATE/COUNTY-  AZ/PIMA
 CZ0805  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0805
 CZ0805                         *CURRENT SURVEY CONTROL
 CZ0805  ___________________________________________________________________
 CZ0805* NAD 83(1986)-  32 06 51.     (N)    111 13 08.     (W)     SCALED    
 CZ0805* NAVD 88     -       748.86   (+/-2cm)    2456.9    (feet)  VERTCON   
 CZ0805  ___________________________________________________________________
 CZ0805  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0805
 CZ0805.The horizontal coordinates were scaled from a topographic map and have
 CZ0805.an estimated accuracy of +/- 6 seconds.
 CZ0805
 CZ0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0805.The vertical order pertains to the NGVD 29 superseded value.
 CZ0805
 CZ0805.The geoid height was determined by GEOID03.
 CZ0805
 CZ0805;                    North         East    Units  Estimated Accuracy
 CZ0805;SPC AZ C     -   123,740.      279,210.      MT  (+/- 180 meters Scaled)
 CZ0805
 CZ0805                          SUPERSEDED SURVEY CONTROL
 CZ0805
 CZ0805  NGVD 29 (??/??/92)  748.175  (m)         2454.64   (f) ADJ UNCH    2 0
 CZ0805
 CZ0805.Superseded values are not recommended for survey control.
 CZ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0805.See file dsdata.txt to determine how the superseded data were derived.
 CZ0805
 CZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA793531(NAD 83)
 CZ0805_MARKER: DD = SURVEY DISK
 CZ0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0805_SP_SET: CULVERT
 CZ0805_STAMPING: 607+00 2455.56
 CZ0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0805
 CZ0805  HISTORY     - Date     Condition        Report By
 CZ0805  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0805  HISTORY     - 1951     GOOD             NGS
 CZ0805
 CZ0805                          STATION DESCRIPTION
 CZ0805
 CZ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0805'16.0 MI SW FROM TUCSON.
 CZ0805'16 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0805'STATE HIGHWAY 86, 3.3 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0805'AIRPORT, 0.1 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE HIGHWAY, SET
 CZ0805'IN THE TOP AND IN THE CENTER OF THE NORTHWEST HEADWALL OF A 6 BY 6
 CZ0805'FOOT CONCRETE CULVERT, 14 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0805'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0235 ***********************************************************************
 FP0235  DESIGNATION -  6071.10
 FP0235  PID         -  FP0235
 FP0235  STATE/COUNTY-  AZ/APACHE
 FP0235  USGS QUAD   -  HOUCK (1971)
 FP0235
 FP0235                         *CURRENT SURVEY CONTROL
 FP0235  ___________________________________________________________________
 FP0235* NAD 83(1986)-  35 17 00.     (N)    109 10 08.     (W)     SCALED    
 FP0235* NAVD 88     -      1851.496  (meters)    6074.45   (feet)  ADJUSTED  
 FP0235  ___________________________________________________________________
 FP0235  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 FP0235  DYNAMIC HT  -        1848.901 (meters)    6065.94  (feet)  COMP
 FP0235  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 FP0235
 FP0235  VERT ORDER  -  SECOND    CLASS 0
 FP0235
 FP0235.The horizontal coordinates were scaled from a topographic map and have
 FP0235.an estimated accuracy of +/- 6 seconds.
 FP0235
 FP0235.The orthometric height was determined by differential leveling
 FP0235.and adjusted in June 1991.
 FP0235
 FP0235.The geoid height was determined by GEOID03.
 FP0235
 FP0235.The dynamic height is computed by dividing the NAVD 88
 FP0235.geopotential number by the normal gravity value computed on the
 FP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0235.degrees latitude (g = 980.6199 gals.).
 FP0235
 FP0235.The modeled gravity was interpolated from observed gravity values.
 FP0235
 FP0235;                    North         East    Units  Estimated Accuracy
 FP0235;SPC AZ E     -   475,460.      304,120.      MT  (+/- 180 meters Scaled)
 FP0235
 FP0235                          SUPERSEDED SURVEY CONTROL
 FP0235
 FP0235  NGVD 29 (??/??/92) 1850.523  (m)         6071.26   (f) ADJ UNCH    2 0
 FP0235
 FP0235.Superseded values are not recommended for survey control.
 FP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0235.See file dsdata.txt to determine how the superseded data were derived.
 FP0235
 FP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE665060(NAD 83)
 FP0235_MARKER: DD = SURVEY DISK
 FP0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0235_SP_SET: BRIDGE
 FP0235_STAMPING: 6071.10 2400X24
 FP0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0235
 FP0235  HISTORY     - Date     Condition        Report By
 FP0235  HISTORY     - UNK      MONUMENTED       AZHD
 FP0235  HISTORY     - 1959     GOOD             NGS
 FP0235  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0235  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0235
 FP0235                          STATION DESCRIPTION
 FP0235
 FP0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0235'11.2 MI E FROM SANDERS.
 FP0235'11.2 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0235'SANDERS, 2.5 MILES EAST OF HOUCK, 0.2 MILE WEST OF MILEPOST 373, 28
 FP0235'FEET EAST OF THE CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN
 FP0235'THE CENTER OF THE NORTH HEADWALL OF A 7-FOOT CONCRETE BRIDGE, ABOUT 5
 FP0235'FEET LOWER THAN THE HIGHWAY.  NOTE-- U.S. HIGHWAY 66 HAS BEEN
 FP0235'REALIGNED.
 FP0235
 FP0235                          STATION RECOVERY (1971)
 FP0235
 FP0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0235'MARK NOT FOUND.
 FP0235
 FP0235                          STATION RECOVERY (1983)
 FP0235
 FP0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0235'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0107 ***********************************************************************
 FR0107  DESIGNATION -  6074
 FR0107  PID         -  FR0107
 FR0107  STATE/COUNTY-  AZ/COCONINO
 FR0107  USGS QUAD   -  HOWARD MESA (1989)
 FR0107
 FR0107                         *CURRENT SURVEY CONTROL
 FR0107  ___________________________________________________________________
 FR0107* NAD 83(1986)-  35 28 15.     (N)    112 11 04.     (W)     SCALED    
 FR0107* NAVD 88     -      1851.025  (meters)    6072.90   (feet)  POSTED    
 FR0107  ___________________________________________________________________
 FR0107  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0107  DYNAMIC HT  -        1848.510 (meters)    6064.65  (feet)  COMP
 FR0107  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 FR0107
 FR0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0107
 FR0107.The horizontal coordinates were scaled from a topographic map and have
 FR0107.an estimated accuracy of +/- 6 seconds.
 FR0107
 FR0107.The orthometric height was determined by differential leveling
 FR0107.and adjusted by the  in 1992.
 FR0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0107.rate of 0.0 thru 1.0 mm/km.
 FR0107
 FR0107.The geoid height was determined by GEOID03.
 FR0107
 FR0107.The dynamic height is computed by dividing the NAVD 88
 FR0107.geopotential number by the normal gravity value computed on the
 FR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0107.degrees latitude (g = 980.6199 gals.).
 FR0107
 FR0107.The modeled gravity was interpolated from observed gravity values.
 FR0107
 FR0107;                    North         East    Units  Estimated Accuracy
 FR0107;SPC AZ C     -   495,840.      189,060.      MT  (+/- 180 meters Scaled)
 FR0107
 FR0107                          SUPERSEDED SURVEY CONTROL
 FR0107
 FR0107  NGVD 29 (??/??/92) 1850.093  (m)         6069.85   (f) ADJ UNCH    2 0
 FR0107
 FR0107.Superseded values are not recommended for survey control.
 FR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0107.See file dsdata.txt to determine how the superseded data were derived.
 FR0107
 FR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE925259(NAD 83)
 FR0107_MARKER: P = PIPE CAP
 FR0107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0107_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0107_STAMPING: 6074 CANYON
 FR0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0107
 FR0107  HISTORY     - Date     Condition        Report By
 FR0107  HISTORY     - UNK      MONUMENTED       USGS
 FR0107  HISTORY     - 1934     GOOD             NGS
 FR0107
 FR0107                          STATION DESCRIPTION
 FR0107
 FR0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0107'16.5 MI N FROM WILLIAMS.
 FR0107'16-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0107'FROM THE SATION AT WILLIAMS, COCONINO COUNTY, ABOUT 7 POLES SOUTH OF
 FR0107'MILEPOST 16, ABOUT 7-1/2 RAILS SOUTH OF BRIDGE 16 D, 39 FEET OF THE
 FR0107'CENTER LINE OF THE TRACK, AND 15 FEET WEST OF A ROW OF POLES.  A
 FR0107'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6074 CANYON AND
 FR0107'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0028 ***********************************************************************
 EU0028  DESIGNATION -  609.36
 EU0028  PID         -  EU0028
 EU0028  STATE/COUNTY-  AZ/MOHAVE
 EU0028  USGS QUAD   -  TOPOCK (1970)
 EU0028
 EU0028                         *CURRENT SURVEY CONTROL
 EU0028  ___________________________________________________________________
 EU0028* NAD 83(1986)-  34 43 11.     (N)    114 27 17.     (W)     SCALED    
 EU0028* NAVD 88     -       186.361  (meters)     611.42   (feet)  ADJUSTED  
 EU0028  ___________________________________________________________________
 EU0028  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0028  DYNAMIC HT  -         186.171 (meters)     610.80  (feet)  COMP
 EU0028  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 EU0028
 EU0028  VERT ORDER  -  FIRST     CLASS II
 EU0028
 EU0028.The horizontal coordinates were scaled from a topographic map and have
 EU0028.an estimated accuracy of +/- 6 seconds.
 EU0028
 EU0028.The orthometric height was determined by differential leveling
 EU0028.and adjusted in June 1991.
 EU0028
 EU0028.The geoid height was determined by GEOID03.
 EU0028
 EU0028.The dynamic height is computed by dividing the NAVD 88
 EU0028.geopotential number by the normal gravity value computed on the
 EU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0028.degrees latitude (g = 980.6199 gals.).
 EU0028
 EU0028.The modeled gravity was interpolated from observed gravity values.
 EU0028
 EU0028;                    North         East    Units  Estimated Accuracy
 EU0028;SPC AZ W     -   412,720.      148,810.      MT  (+/- 180 meters Scaled)
 EU0028
 EU0028                          SUPERSEDED SURVEY CONTROL
 EU0028
 EU0028  NGVD 29 (??/??/??)  185.713  (m)          609.29   (f) ADJUSTED    1 2
 EU0028
 EU0028.Superseded values are not recommended for survey control.
 EU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0028.See file dsdata.txt to determine how the superseded data were derived.
 EU0028
 EU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU330449(NAD 83)
 EU0028_MARKER: DD = SURVEY DISK
 EU0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0028_SP_SET: CULVERT
 EU0028_STAMPING: 609.36 100X00 1951
 EU0028_MARK LOGO: AZHD  
 EU0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0028
 EU0028  HISTORY     - Date     Condition        Report By
 EU0028  HISTORY     - 1951     MONUMENTED       AZHD
 EU0028  HISTORY     - 1961     GOOD             NGS
 EU0028  HISTORY     - 1981     GOOD             NGS
 EU0028
 EU0028                          STATION DESCRIPTION
 EU0028
 EU0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0028'1.8 MI E FROM TOPOCK.
 EU0028'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0028'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0028'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF AN
 EU0028'8 FOOT CONCRETE BOX CULVERT, 30 FEET SOUTH OF THE CENTER LINE OF
 EU0028'U.S. HIGHWAY 66 AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 EU0028
 EU0028                          STATION RECOVERY (1981)
 EU0028
 EU0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0028'2.95 KM (1.85 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0028'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN THE CENTER OF THE SOUTH
 EU0028'HEADWALL OF A 8 FOOT BOX CULVERT UNDER THE WEST BOUND TRAFFIC LANES,
 EU0028'0.2 KM (0.1 MI) WEST OF MILEPOST 2, 8.1 METERS (26.5 FT) SOUTH OF THE
 EU0028'CENTERLINE OF THE WEST BOUND LANES.
 EU0028'THE MARK IS 1.2 M BELOW THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1011 ***********************************************************************
 FR1011  DESIGNATION -  61 EMH
 FR1011  PID         -  FR1011
 FR1011  STATE/COUNTY-  AZ/COCONINO
 FR1011  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1011
 FR1011                         *CURRENT SURVEY CONTROL
 FR1011  ___________________________________________________________________
 FR1011* NAD 83(1986)-  35 24 34.     (N)    112 34 11.     (W)     SCALED    
 FR1011* NAVD 88     -      1689.250  (meters)    5542.15   (feet)  POSTED    
 FR1011  ___________________________________________________________________
 FR1011  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 FR1011  DYNAMIC HT  -        1687.010 (meters)    5534.80  (feet)  COMP
 FR1011  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 FR1011
 FR1011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1011
 FR1011.The horizontal coordinates were scaled from a topographic map and have
 FR1011.an estimated accuracy of +/- 6 seconds.
 FR1011
 FR1011.The orthometric height was determined by differential leveling
 FR1011.and adjusted by the  in 1992.
 FR1011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1011.rate of 0.0 thru 1.0 mm/km.
 FR1011
 FR1011.The geoid height was determined by GEOID03.
 FR1011
 FR1011.The dynamic height is computed by dividing the NAVD 88
 FR1011.geopotential number by the normal gravity value computed on the
 FR1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1011.degrees latitude (g = 980.6199 gals.).
 FR1011
 FR1011.The modeled gravity was interpolated from observed gravity values.
 FR1011
 FR1011;                    North         East    Units  Estimated Accuracy
 FR1011;SPC AZ C     -   489,190.      154,050.      MT  (+/- 180 meters Scaled)
 FR1011
 FR1011                          SUPERSEDED SURVEY CONTROL
 FR1011
 FR1011.No superseded survey control is available for this station.
 FR1011
 FR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE574195(NAD 83)
 FR1011_MARKER: DB = BENCH MARK DISK
 FR1011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1011_SP_SET: COPPER-CLAD STEEL ROD
 FR1011_STAMPING: 61 EMH 1973 5539
 FR1011_MARK LOGO: USGS  
 FR1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR1011+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 FR1011
 FR1011  HISTORY     - Date     Condition        Report By
 FR1011  HISTORY     - 1973     MONUMENTED       USGS
 FR1011  HISTORY     - 20080301 GOOD             GEOCAC
 FR1011
 FR1011                          STATION DESCRIPTION
 FR1011
 FR1011'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1011'39.7 KM (24.70 MI) NE FROM SELIGMAN.
 FR1011'FROM THE TRAIN STATION IN SELIGMAN, PROCEED 10.6 MILES EAST ALONG OLD
 FR1011'U.S. HIGHWAY 66, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, THENCE
 FR1011'8.4 MILES NORTHEAST ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF THE
 FR1011'AT+SF RAILROAD, THENCE 0.2 MILES NORTHEAST THROUGH THE RAILROAD
 FR1011'UNDERPASS ALONG A DIRT ROAD, THENCE 0.05 MILES NORTH ALONG A DIRT
 FR1011'ROAD, THENCE 3.25 MILES NORTHEAST ALONG A PIPE LINE ROAD, THENCE 0.6
 FR1011'MILES NORTHWEST ALONG A DIRT ROAD.  OR, FROM THE GATE AT SEVEN RANCH,
 FR1011'PROCEED 2.6 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.25 MILES
 FR1011'NORTHWEST OF A DRAIN CROSSING, 35 FEET EAST OF THE CENTERLINE OF THE
 FR1011'ROAD.  ROD DEPTH UNKNOWN.
 FR1011'THE MARK IS 1 FT ABOVE ROAD.
 FR1011
 FR1011                          STATION RECOVERY (2008)
 FR1011
 FR1011'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0653 ***********************************************************************
 FP0653  DESIGNATION -  61 HLS
 FP0653  PID         -  FP0653
 FP0653  STATE/COUNTY-  AZ/APACHE
 FP0653  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0653
 FP0653                         *CURRENT SURVEY CONTROL
 FP0653  ___________________________________________________________________
 FP0653* NAD 83(1986)-  35 22 06.     (N)    109 28 39.     (W)     SCALED    
 FP0653* NAVD 88     -      1904.227  (meters)    6247.45   (feet)  ADJUSTED  
 FP0653  ___________________________________________________________________
 FP0653  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FP0653  DYNAMIC HT  -        1901.568 (meters)    6238.73  (feet)  COMP
 FP0653  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 FP0653
 FP0653  VERT ORDER  -  SECOND    CLASS II
 FP0653
 FP0653.The horizontal coordinates were scaled from a topographic map and have
 FP0653.an estimated accuracy of +/- 6 seconds.
 FP0653
 FP0653.The orthometric height was determined by differential leveling
 FP0653.and adjusted in June 1991.
 FP0653
 FP0653.The geoid height was determined by GEOID03.
 FP0653
 FP0653.The dynamic height is computed by dividing the NAVD 88
 FP0653.geopotential number by the normal gravity value computed on the
 FP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0653.degrees latitude (g = 980.6199 gals.).
 FP0653
 FP0653.The modeled gravity was interpolated from observed gravity values.
 FP0653
 FP0653;                    North         East    Units  Estimated Accuracy
 FP0653;SPC AZ E     -   484,650.      275,980.      MT  (+/- 180 meters Scaled)
 FP0653
 FP0653                          SUPERSEDED SURVEY CONTROL
 FP0653
 FP0653.No superseded survey control is available for this station.
 FP0653
 FP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE383149(NAD 83)
 FP0653_MARKER: DB = BENCH MARK DISK
 FP0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0653_SP_SET: COPPER-CLAD STEEL ROD
 FP0653_STAMPING: 61 HLS 1970 6244
 FP0653_MARK LOGO: USGS  
 FP0653_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0653+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0653
 FP0653  HISTORY     - Date     Condition        Report By
 FP0653  HISTORY     - 1970     MONUMENTED       USGS
 FP0653
 FP0653                          STATION DESCRIPTION
 FP0653
 FP0653'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0653'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0653'OFFICE AT GANADO, ARIZONA), PROCEED 10.2 MILES SOUTH ALONG STATE
 FP0653'HIGHWAY 63, 0.1 MILE NORTH OF A DRAIN, 100 FEET WEST OF THE HIGHWAY,
 FP0653'2 FEET EAST OF A FENCE AND WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0653'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0321 ***********************************************************************
 DA0321  DESIGNATION -  61+48
 DA0321  PID         -  DA0321
 DA0321  STATE/COUNTY-  AZ/PIMA
 DA0321  USGS QUAD   -  AJO SOUTH (1990)
 DA0321
 DA0321                         *CURRENT SURVEY CONTROL
 DA0321  ___________________________________________________________________
 DA0321* NAD 83(1986)-  32 22 06.     (N)    112 50 47.     (W)     SCALED    
 DA0321* NAVD 88     -       523.155  (meters)    1716.38   (feet)  ADJUSTED  
 DA0321  ___________________________________________________________________
 DA0321  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0321  DYNAMIC HT  -         522.487 (meters)    1714.19  (feet)  COMP
 DA0321  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 DA0321
 DA0321  VERT ORDER  -  FIRST     CLASS II
 DA0321
 DA0321.The horizontal coordinates were scaled from a topographic map and have
 DA0321.an estimated accuracy of +/- 6 seconds.
 DA0321
 DA0321.The orthometric height was determined by differential leveling
 DA0321.and adjusted in June 1991.
 DA0321
 DA0321.The geoid height was determined by GEOID03.
 DA0321
 DA0321.The dynamic height is computed by dividing the NAVD 88
 DA0321.geopotential number by the normal gravity value computed on the
 DA0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0321.degrees latitude (g = 980.6199 gals.).
 DA0321
 DA0321.The modeled gravity was interpolated from observed gravity values.
 DA0321
 DA0321;                    North         East    Units  Estimated Accuracy
 DA0321;SPC AZ C     -   152,090.      125,870.      MT  (+/- 180 meters Scaled)
 DA0321
 DA0321                          SUPERSEDED SURVEY CONTROL
 DA0321
 DA0321  NGVD 29 (??/??/92)  522.469  (m)         1714.13   (f) ADJ UNCH    1 2
 DA0321
 DA0321.Superseded values are not recommended for survey control.
 DA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0321.See file dsdata.txt to determine how the superseded data were derived.
 DA0321
 DA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA262827(NAD 83)
 DA0321_MARKER: DD = SURVEY DISK
 DA0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0321_SP_SET: CULVERT
 DA0321_STAMPING: 1714.24 61+48 1938
 DA0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0321+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0321
 DA0321  HISTORY     - Date     Condition        Report By
 DA0321  HISTORY     - 1938     MONUMENTED       AZHD
 DA0321  HISTORY     - 1961     GOOD             NGS
 DA0321  HISTORY     - 1981     GOOD             NGS
 DA0321  HISTORY     - 20060218 GOOD             USPSQD
 DA0321
 DA0321                          STATION DESCRIPTION
 DA0321
 DA0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0321'1.1 MI SE FROM AJO.
 DA0321'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0321'RAILROAD FROM THE STATION AT AJO.  THENCE 0.95 MILE SOUTHEAST ALONG
 DA0321'STATE HIGHWAY 85.  IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 DA0321'HEADWALL OF A TRIPLE-CHANNEL METAL CULVERT, 29 FEET SOUTHWEST OF THE
 DA0321'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 DA0321'THE HIGHWAY.
 DA0321
 DA0321                          STATION RECOVERY (1981)
 DA0321
 DA0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0321'RECOVERED IN GOOD CONDITION.
 DA0321
 DA0321                          STATION RECOVERY (2006)
 DA0321
 DA0321'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0761 ***********************************************************************
 DT0761  DESIGNATION -  6105
 DT0761  PID         -  DT0761
 DT0761  STATE/COUNTY-  AZ/GREENLEE
 DT0761  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0761
 DT0761                         *CURRENT SURVEY CONTROL
 DT0761  ___________________________________________________________________
 DT0761* NAD 83(1992)-  33 14 18.19084(N)    109 28 02.23868(W)     ADJUSTED  
 DT0761* NAVD 88     -      1870.     (meters)    6135.     (feet)  SCALED    
 DT0761  ___________________________________________________________________
 DT0761  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DT0761  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DT0761  HORZ ORDER  -  SECOND
 DT0761
 DT0761.The horizontal coordinates were established by classical geodetic methods
 DT0761.and adjusted by the National Geodetic Survey in August 1993.
 DT0761
 DT0761.The orthometric height was scaled from a topographic map.
 DT0761
 DT0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0761
 DT0761.The geoid height was determined by GEOID03.
 DT0761
 DT0761;                    North         East     Units Scale Factor Converg.
 DT0761;SPC AZ E     -   248,405.557   278,536.940   MT  0.99995236   +0 23 00.1
 DT0761;SPC AZ E     -   814,978.86    913,835.10   iFT  0.99995236   +0 23 00.1
 DT0761;UTM  12      - 3,678,762.057   642,800.096   MT  0.99985142   +0 50 24.9
 DT0761
 DT0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0761!SPC AZ E     -   0.99971044  x   0.99995236  =   0.99966281
 DT0761!UTM  12      -   0.99971044  x   0.99985142  =   0.99956190
 DT0761
 DT0761                          SUPERSEDED SURVEY CONTROL
 DT0761
 DT0761  NAD 83(1986)-  33 14 18.18767(N)    109 28 02.23848(W) AD(       ) 2
 DT0761  NAD 27      -  33 14 17.96410(N)    109 27 59.95680(W) AD(       ) 2
 DT0761
 DT0761.Superseded values are not recommended for survey control.
 DT0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0761.See file dsdata.txt to determine how the superseded data were derived.
 DT0761
 DT0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4280078762(NAD 83)
 DT0761_MARKER: DB = BENCH MARK DISK
 DT0761_SETTING: 80 = SET IN A BOULDER
 DT0761_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0761
 DT0761  HISTORY     - Date     Condition        Report By
 DT0761  HISTORY     - 1960     MONUMENTED       USGS
 DT0761
 DT0761                          STATION DESCRIPTION
 DT0761
 DT0761'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DT0761'TO REACH STATION TULE FROM THE POST OFFICE IN CLIFTON, GO NORTH
 DT0761'ON U.S. HIGHWAY 666 16.8 MILES TO A ROADSIDE PARK ON THE EAST
 DT0761'SIDE OF THE HIGHWAY.  CONTINUE AHEAD, NORTH, ON U.S. HIGHWAY 666
 DT0761'2.3 MILES TO A STOCK GUARD, A T-ROAD TO THE LEFT, AND SIGN
 DT0761'TULE RANCH 6.  TURN LEFT, AS PER SIGN, AND FOLLOW THE DIRT
 DT0761'ROAD WEST AND SOUTHWEST 2.1 MILES TO A Y-FORK.  TAKE RIGHT FORK
 DT0761'AND FOLLOW THE DIRT ROAD SOUTHWESTERLY 1.8 MILES TO A Y-FORK,
 DT0761'KEEP RIGHT FORK 0.1 MILE TO ANOTHER Y-FORK.  TAKE RIGHT FORK,
 DT0761'NORTHWEST, 2.3 MILES TO A STOCK PEN AND CORRAL.  FOLLOW TRACK
 DT0761'ROAD WEST, ACROSS TWO WASHES, 0.4 MILE TO THE END OF TRUCK
 DT0761'TRAVEL.  PACK SOUTHWEST TO THE TOP OF THE RIDGE.
 DT0761'CONTINUE WEST AND NORTHWEST ALONG THE RIDGE TO
 DT0761'THE HIGHEST POINT AND STATION TULE.  THIS IS AN HOUR
 DT0761'PACK.
 DT0761'
 DT0761'THE STATION, STAMPED 6105, IS A U.S. GEOLOGICAL SURVEY
 DT0761'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 DT0761'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0238 ***********************************************************************
 FP0238  DESIGNATION -  6131.17
 FP0238  PID         -  FP0238
 FP0238  STATE/COUNTY-  AZ/APACHE
 FP0238  USGS QUAD   -  LUPTON (1971)
 FP0238
 FP0238                         *CURRENT SURVEY CONTROL
 FP0238  ___________________________________________________________________
 FP0238* NAD 83(1986)-  35 18 13.     (N)    109 07 20.     (W)     SCALED    
 FP0238* NAVD 88     -      1869.760  (meters)    6134.37   (feet)  ADJUSTED  
 FP0238  ___________________________________________________________________
 FP0238  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 FP0238  DYNAMIC HT  -        1867.121 (meters)    6125.71  (feet)  COMP
 FP0238  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 FP0238
 FP0238  VERT ORDER  -  SECOND    CLASS 0
 FP0238
 FP0238.The horizontal coordinates were scaled from a topographic map and have
 FP0238.an estimated accuracy of +/- 6 seconds.
 FP0238
 FP0238.The orthometric height was determined by differential leveling
 FP0238.and adjusted in June 1991.
 FP0238
 FP0238.The geoid height was determined by GEOID03.
 FP0238
 FP0238.The dynamic height is computed by dividing the NAVD 88
 FP0238.geopotential number by the normal gravity value computed on the
 FP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0238.degrees latitude (g = 980.6199 gals.).
 FP0238
 FP0238.The modeled gravity was interpolated from observed gravity values.
 FP0238
 FP0238;                    North         East    Units  Estimated Accuracy
 FP0238;SPC AZ E     -   477,760.      308,340.      MT  (+/- 180 meters Scaled)
 FP0238
 FP0238                          SUPERSEDED SURVEY CONTROL
 FP0238
 FP0238  NGVD 29 (??/??/92) 1868.767  (m)         6131.11   (f) ADJ UNCH    2 0
 FP0238
 FP0238.Superseded values are not recommended for survey control.
 FP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0238.See file dsdata.txt to determine how the superseded data were derived.
 FP0238
 FP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE707083(NAD 83)
 FP0238_MARKER: DD = SURVEY DISK
 FP0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0238_SP_SET: BRIDGE
 FP0238_STAMPING: 6131-17 1944
 FP0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0238
 FP0238  HISTORY     - Date     Condition        Report By
 FP0238  HISTORY     - 1944     MONUMENTED       AZHD
 FP0238  HISTORY     - 1959     GOOD             NGS
 FP0238  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0238  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0238
 FP0238                          STATION DESCRIPTION
 FP0238
 FP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0238'14.4 MI E FROM SANDERS.
 FP0238'14.4 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0238'SANDERS, 5.7 MILES EAST OF HOUCK, 0.15 MILE WEST OF MILEPOST 376, 21
 FP0238'FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN
 FP0238'THE CENTER OF THE NORTH HEADWALL OF A 24-FOOT BRIDGE.  NOTE-- U.S.
 FP0238'HIGHWAY 66 HAS BEEN REALIGNED.
 FP0238
 FP0238                          STATION RECOVERY (1971)
 FP0238
 FP0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0238'MARK NOT FOUND.
 FP0238
 FP0238                          STATION RECOVERY (1983)
 FP0238
 FP0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0238'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0237 ***********************************************************************
 FP0237  DESIGNATION -  6134.44
 FP0237  PID         -  FP0237
 FP0237  STATE/COUNTY-  AZ/APACHE
 FP0237  USGS QUAD   -  HOUCK (1971)
 FP0237
 FP0237                         *CURRENT SURVEY CONTROL
 FP0237  ___________________________________________________________________
 FP0237* NAD 83(1986)-  35 17 50.     (N)    109 08 14.     (W)     SCALED    
 FP0237* NAVD 88     -      1870.761  (meters)    6137.65   (feet)  ADJUSTED  
 FP0237  ___________________________________________________________________
 FP0237  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 FP0237  DYNAMIC HT  -        1868.124 (meters)    6129.00  (feet)  COMP
 FP0237  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 FP0237
 FP0237  VERT ORDER  -  SECOND    CLASS 0
 FP0237
 FP0237.The horizontal coordinates were scaled from a topographic map and have
 FP0237.an estimated accuracy of +/- 6 seconds.
 FP0237
 FP0237.The orthometric height was determined by differential leveling
 FP0237.and adjusted in June 1991.
 FP0237
 FP0237.The geoid height was determined by GEOID03.
 FP0237
 FP0237.The dynamic height is computed by dividing the NAVD 88
 FP0237.geopotential number by the normal gravity value computed on the
 FP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0237.degrees latitude (g = 980.6199 gals.).
 FP0237
 FP0237.The modeled gravity was interpolated from observed gravity values.
 FP0237
 FP0237;                    North         East    Units  Estimated Accuracy
 FP0237;SPC AZ E     -   477,030.      306,990.      MT  (+/- 180 meters Scaled)
 FP0237
 FP0237                          SUPERSEDED SURVEY CONTROL
 FP0237
 FP0237  NGVD 29 (??/??/92) 1869.773  (m)         6134.41   (f) ADJ UNCH    2 0
 FP0237
 FP0237.Superseded values are not recommended for survey control.
 FP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0237.See file dsdata.txt to determine how the superseded data were derived.
 FP0237
 FP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE693075(NAD 83)
 FP0237_MARKER: DD = SURVEY DISK
 FP0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0237_SP_SET: CULVERT
 FP0237_STAMPING: 6134-44 1944
 FP0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0237
 FP0237  HISTORY     - Date     Condition        Report By
 FP0237  HISTORY     - 1944     MONUMENTED       AZHD
 FP0237  HISTORY     - 1959     GOOD             NGS
 FP0237  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0237  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0237
 FP0237                          STATION DESCRIPTION
 FP0237
 FP0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0237'13.4 MI E FROM SANDERS.
 FP0237'13.4 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0237'HOLBROOK, 4.7 MILES EAST OF HOUCK, 0.1 MILE WEST OF MILEPOST 375, 23
 FP0237'FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN
 FP0237'THE CENTER OF THE NORTH HEADWALL OF A 14-FOOT CONCRETE CULVERT THAT IS
 FP0237'ABOUT 2 FEET LOWER THAN THE HIGHWAY.  NOTE-- US HIGHWAY 66 HAS BEEN
 FP0237'REALIGNED.
 FP0237
 FP0237                          STATION RECOVERY (1971)
 FP0237
 FP0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0237'MARK NOT FOUND.
 FP0237
 FP0237                          STATION RECOVERY (1983)
 FP0237
 FP0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0237'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0353 ***********************************************************************
 FS0353  DESIGNATION -  614+00
 FS0353  PID         -  FS0353
 FS0353  STATE/COUNTY-  AZ/MOHAVE
 FS0353  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0353
 FS0353                         *CURRENT SURVEY CONTROL
 FS0353  ___________________________________________________________________
 FS0353* NAD 83(1986)-  35 30 42.     (N)    114 20 27.     (W)     SCALED    
 FS0353* NAVD 88     -       926.513  (meters)    3039.73   (feet)  POSTED    
 FS0353  ___________________________________________________________________
 FS0353  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0353  DYNAMIC HT  -         925.450 (meters)    3036.25  (feet)  COMP
 FS0353  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 FS0353
 FS0353  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0353
 FS0353.The horizontal coordinates were scaled from a topographic map and have
 FS0353.an estimated accuracy of +/- 6 seconds.
 FS0353
 FS0353.The orthometric height was determined by differential leveling
 FS0353.and adjusted by the  in 1992.
 FS0353.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0353.rate of 4.1 thru 8.0 mm/km.
 FS0353
 FS0353.The geoid height was determined by GEOID03.
 FS0353
 FS0353.The dynamic height is computed by dividing the NAVD 88
 FS0353.geopotential number by the normal gravity value computed on the
 FS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0353.degrees latitude (g = 980.6199 gals.).
 FS0353
 FS0353.The modeled gravity was interpolated from observed gravity values.
 FS0353
 FS0353;                    North         East    Units  Estimated Accuracy
 FS0353;SPC AZ W     -   500,510.      159,770.      MT  (+/- 180 meters Scaled)
 FS0353
 FS0353                          SUPERSEDED SURVEY CONTROL
 FS0353
 FS0353  NGVD 29 (??/??/92)  925.730  (m)         3037.17   (f) ADJ UNCH    1 1
 FS0353
 FS0353.Superseded values are not recommended for survey control.
 FS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0353.See file dsdata.txt to determine how the superseded data were derived.
 FS0353
 FS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV411330(NAD 83)
 FS0353_MARKER: DD = SURVEY DISK
 FS0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0353_SP_SET: CULVERT
 FS0353_STAMPING: 614+00 3037.78 1935
 FS0353_MARK LOGO: AZHD  
 FS0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0353
 FS0353  HISTORY     - Date     Condition        Report By
 FS0353  HISTORY     - 1935     MONUMENTED       AZHD
 FS0353  HISTORY     - 1949     GOOD             NGS
 FS0353  HISTORY     - 1982     GOOD             NGS
 FS0353
 FS0353                          STATION DESCRIPTION
 FS0353
 FS0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0353'9.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0353'9.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0353'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0353'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER
 FS0353'OF THE SOUTHWEST CONCRETE HEAD WALL, 15.4 FEET SOUTHWEST OF THE
 FS0353'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0353
 FS0353                          STATION RECOVERY (1982)
 FS0353
 FS0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0353'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0243 ***********************************************************************
 FP0243  DESIGNATION -  6141.91
 FP0243  PID         -  FP0243
 FP0243  STATE/COUNTY-  AZ/APACHE
 FP0243  USGS QUAD   -  LUPTON (1971)
 FP0243
 FP0243                         *CURRENT SURVEY CONTROL
 FP0243  ___________________________________________________________________
 FP0243* NAD 83(1986)-  35 19 27.     (N)    109 04 56.     (W)     SCALED    
 FP0243* NAVD 88     -      1873.090  (meters)    6145.30   (feet)  ADJUSTED  
 FP0243  ___________________________________________________________________
 FP0243  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 FP0243  DYNAMIC HT  -        1870.450 (meters)    6136.63  (feet)  COMP
 FP0243  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 FP0243
 FP0243  VERT ORDER  -  FIRST     CLASS II
 FP0243
 FP0243.The horizontal coordinates were scaled from a topographic map and have
 FP0243.an estimated accuracy of +/- 6 seconds.
 FP0243
 FP0243.The orthometric height was determined by differential leveling
 FP0243.and adjusted in June 1991.
 FP0243.WARNING-Repeat measurements at this control monument indicate possible
 FP0243.vertical movement.
 FP0243
 FP0243.The geoid height was determined by GEOID03.
 FP0243
 FP0243.The dynamic height is computed by dividing the NAVD 88
 FP0243.geopotential number by the normal gravity value computed on the
 FP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0243.degrees latitude (g = 980.6199 gals.).
 FP0243
 FP0243.The modeled gravity was interpolated from observed gravity values.
 FP0243
 FP0243;                    North         East    Units  Estimated Accuracy
 FP0243;SPC AZ E     -   480,070.      311,960.      MT  (+/- 180 meters Scaled)
 FP0243
 FP0243                          SUPERSEDED SURVEY CONTROL
 FP0243
 FP0243  NGVD 29 (??/??/92) 1872.140  (m)         6142.18   (f) ADJ UNCH    1 2
 FP0243
 FP0243.Superseded values are not recommended for survey control.
 FP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0243.See file dsdata.txt to determine how the superseded data were derived.
 FP0243
 FP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE743106(NAD 83)
 FP0243_MARKER: DB = BENCH MARK DISK
 FP0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0243_SP_SET: CULVERT
 FP0243_STAMPING: 6141.91 1939
 FP0243_MARK LOGO: AZHD  
 FP0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0243
 FP0243  HISTORY     - Date     Condition        Report By
 FP0243  HISTORY     - 1939     MONUMENTED       AZHD
 FP0243  HISTORY     - 1971     GOOD             USGS
 FP0243  HISTORY     - 1983     GOOD             NGS
 FP0243
 FP0243                          STATION DESCRIPTION
 FP0243
 FP0243'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0243'2.5 MI SW FROM LUPTON.
 FP0243'17.0 MILES EAST ALONG US HWY 66 FROM THE POST OFFICE AT SANDERS 2.5
 FP0243'MILES SOUTHWEST OF THE POST OFFICE IN LUPTON (ALONG THE FRONTAGE
 FP0243'ROAD), 1.2 MILES SOUTHWEST OF THE WINDOW ROCK INTERCHANGE ON I-40, 20
 FP0243'FT. SOUTH OF THE CENTER OF THE FRONTAGE ROAD, CEMENTED IN THE CENTER
 FP0243'OF THE SOUTH HEADWALL OF A 22 FT. CONCRETE CULVERT.
 FP0243
 FP0243                          STATION RECOVERY (1983)
 FP0243
 FP0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0243'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.0 KM (21.1
 FP0243'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0243'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, THENCE 0.1 KM
 FP0243'(0.05 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE 2.7 KM (1.7 MI)
 FP0243'NORTHEASTERLY ALONG A PAVED ROAD, IN THE CENTER OF THE SOUTHEAST
 FP0243'CONCRETE HEADWALL OF A 2 CHANNEL BOX CULVERT AND 6.1 METERS (20.0 FT)
 FP0243'SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 FP0243'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0244 ***********************************************************************
 FP0244  DESIGNATION -  6145.17
 FP0244  PID         -  FP0244
 FP0244  STATE/COUNTY-  AZ/APACHE
 FP0244  USGS QUAD   -  LUPTON (1971)
 FP0244
 FP0244                         *CURRENT SURVEY CONTROL
 FP0244  ___________________________________________________________________
 FP0244* NAD 83(1986)-  35 20 06.     (N)    109 04 11.     (W)     SCALED    
 FP0244* NAVD 88     -      1873.861  (meters)    6147.83   (feet)  ADJUSTED  
 FP0244  ___________________________________________________________________
 FP0244  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 FP0244  DYNAMIC HT  -        1871.225 (meters)    6139.18  (feet)  COMP
 FP0244  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 FP0244
 FP0244  VERT ORDER  -  FIRST     CLASS II
 FP0244
 FP0244.The horizontal coordinates were scaled from a topographic map and have
 FP0244.an estimated accuracy of +/- 6 seconds.
 FP0244
 FP0244.The orthometric height was determined by differential leveling
 FP0244.and adjusted in June 1991.
 FP0244.WARNING-Repeat measurements at this control monument indicate possible
 FP0244.vertical movement.
 FP0244
 FP0244.The geoid height was determined by GEOID03.
 FP0244
 FP0244.The dynamic height is computed by dividing the NAVD 88
 FP0244.geopotential number by the normal gravity value computed on the
 FP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0244.degrees latitude (g = 980.6199 gals.).
 FP0244
 FP0244.The modeled gravity was interpolated from observed gravity values.
 FP0244
 FP0244;                    North         East    Units  Estimated Accuracy
 FP0244;SPC AZ E     -   481,290.      313,080.      MT  (+/- 180 meters Scaled)
 FP0244
 FP0244                          SUPERSEDED SURVEY CONTROL
 FP0244
 FP0244  NGVD 29 (??/??/92) 1872.926  (m)         6144.76   (f) ADJ UNCH    1 2
 FP0244
 FP0244.Superseded values are not recommended for survey control.
 FP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0244.See file dsdata.txt to determine how the superseded data were derived.
 FP0244
 FP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE754119(NAD 83)
 FP0244_MARKER: DD = SURVEY DISK
 FP0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0244_SP_SET: BRIDGE
 FP0244_STAMPING: 6145.17 1939
 FP0244_MARK LOGO: AZHD  
 FP0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0244
 FP0244  HISTORY     - Date     Condition        Report By
 FP0244  HISTORY     - 1939     MONUMENTED       AZHD
 FP0244  HISTORY     - 1959     GOOD             NGS
 FP0244  HISTORY     - 1983     GOOD             NGS
 FP0244
 FP0244                          STATION DESCRIPTION
 FP0244
 FP0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0244'1.5 MI SW FROM LUPTON POST OFFICE.
 FP0244'1.5 MILES SOUTHWEST FROM THE POST OFFICE AT LUPTON, 18.15 MILES EAST
 FP0244'ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS, 9.45 MILES
 FP0244'EAST OF HOUCK, 0.5 MILE EAST OF MILEPOST 379, 20 FEET SOUTHEAST OF THE
 FP0244'CENTER OF THE EAST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE
 FP0244'SOUTHEAST HEADWALL OF A 22-FOOT CONCRETE BRIDGE.
 FP0244
 FP0244                          STATION RECOVERY (1983)
 FP0244
 FP0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0244'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.0 KM (21.1
 FP0244'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0244'U. S. HIGHWAY 666 IN GALLUP, THENCE 3.2 KM (2.0 MI) SOUTHEASTERLY
 FP0244'ALONG A PAVED ROAD (OLD U. S. HIGHWAY 66), IN THE CENTER OF THE
 FP0244'SOUTHEAST CONCRETE HEADWALL OF A 2 CHANNEL BOX CULVERT AND 6.1 METERS
 FP0244'(20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 FP0244'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0013 ***********************************************************************
 GQ0013  DESIGNATION -  6165.06
 GQ0013  PID         -  GQ0013
 GQ0013  STATE/COUNTY-  AZ/COCONINO
 GQ0013  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0013
 GQ0013                         *CURRENT SURVEY CONTROL
 GQ0013  ___________________________________________________________________
 GQ0013* NAD 83(1986)-  36 44 18.     (N)    112 05 55.     (W)     SCALED    
 GQ0013* NAVD 88     -      2004.655  (meters)    6576.94   (feet)  POSTED    
 GQ0013  ___________________________________________________________________
 GQ0013  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 GQ0013  DYNAMIC HT  -        2002.130 (meters)    6568.65  (feet)  COMP
 GQ0013  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 GQ0013
 GQ0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0013
 GQ0013.The horizontal coordinates were scaled from a topographic map and have
 GQ0013.an estimated accuracy of +/- 6 seconds.
 GQ0013
 GQ0013.The orthometric height was determined by differential leveling
 GQ0013.and adjusted by the  in 1992.
 GQ0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0013.rate of 0.0 thru 1.0 mm/km.
 GQ0013
 GQ0013.The geoid height was determined by GEOID03.
 GQ0013
 GQ0013.The dynamic height is computed by dividing the NAVD 88
 GQ0013.geopotential number by the normal gravity value computed on the
 GQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0013.degrees latitude (g = 980.6199 gals.).
 GQ0013
 GQ0013.The modeled gravity was interpolated from observed gravity values.
 GQ0013
 GQ0013;                    North         East    Units  Estimated Accuracy
 GQ0013;SPC AZ C     -   636,450.      197,110.      MT  (+/- 180 meters Scaled)
 GQ0013
 GQ0013                          SUPERSEDED SURVEY CONTROL
 GQ0013
 GQ0013  NGVD 29 (??/??/92) 2003.555  (m)         6573.33   (f) ADJ UNCH    1 2
 GQ0013
 GQ0013.Superseded values are not recommended for survey control.
 GQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0013.See file dsdata.txt to determine how the superseded data were derived.
 GQ0013
 GQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF019664(NAD 83)
 GQ0013_MARKER: P = PIPE CAP
 GQ0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0013_STAMPING: 6156.06 453+18.39 1931
 GQ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0013
 GQ0013  HISTORY     - Date     Condition        Report By
 GQ0013  HISTORY     - 1931     MONUMENTED       BPR
 GQ0013  HISTORY     - 1934     GOOD             NGS
 GQ0013
 GQ0013                          STATION DESCRIPTION
 GQ0013
 GQ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0013'5.1 MI W FROM HOUSE ROCK SPRINGS.
 GQ0013'5.1 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0013'COUNTY, AT THE EDGE OF A WASH PARALLELING THE HIGHWAY, AND 46 FEET
 GQ0013'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 GQ0013'PUBLIC ROADS STANDARD CAP, STAMPED 6156.06 453+18.39 1931 AND FASTENED
 GQ0013'ON THE TOP OF A 2-INCH PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0014 ***********************************************************************
 GQ0014  DESIGNATION -  6167.06
 GQ0014  PID         -  GQ0014
 GQ0014  STATE/COUNTY-  AZ/COCONINO
 GQ0014  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0014
 GQ0014                         *CURRENT SURVEY CONTROL
 GQ0014  ___________________________________________________________________
 GQ0014* NAD 83(1986)-  36 44 17.     (N)    112 05 55.     (W)     SCALED    
 GQ0014* NAVD 88     -      2005.265  (meters)    6578.94   (feet)  POSTED    
 GQ0014  ___________________________________________________________________
 GQ0014  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 GQ0014  DYNAMIC HT  -        2002.740 (meters)    6570.66  (feet)  COMP
 GQ0014  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 GQ0014
 GQ0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0014
 GQ0014.The horizontal coordinates were scaled from a topographic map and have
 GQ0014.an estimated accuracy of +/- 6 seconds.
 GQ0014
 GQ0014.The orthometric height was determined by differential leveling
 GQ0014.and adjusted by the  in 1992.
 GQ0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0014.rate of 0.0 thru 1.0 mm/km.
 GQ0014
 GQ0014.The geoid height was determined by GEOID03.
 GQ0014
 GQ0014.The dynamic height is computed by dividing the NAVD 88
 GQ0014.geopotential number by the normal gravity value computed on the
 GQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0014.degrees latitude (g = 980.6199 gals.).
 GQ0014
 GQ0014.The modeled gravity was interpolated from observed gravity values.
 GQ0014
 GQ0014;                    North         East    Units  Estimated Accuracy
 GQ0014;SPC AZ C     -   636,420.      197,110.      MT  (+/- 180 meters Scaled)
 GQ0014
 GQ0014                          SUPERSEDED SURVEY CONTROL
 GQ0014
 GQ0014  NGVD 29 (??/??/92) 2004.165  (m)         6575.33   (f) ADJ UNCH    1 2
 GQ0014
 GQ0014.Superseded values are not recommended for survey control.
 GQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0014.See file dsdata.txt to determine how the superseded data were derived.
 GQ0014
 GQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF019663(NAD 83)
 GQ0014_MARKER: P = PIPE CAP
 GQ0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0014_STAMPING: 6167.06 453+18.39 1931
 GQ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0014
 GQ0014  HISTORY     - Date     Condition        Report By
 GQ0014  HISTORY     - 1931     MONUMENTED       BPR
 GQ0014  HISTORY     - 1934     GOOD             NGS
 GQ0014
 GQ0014                          STATION DESCRIPTION
 GQ0014
 GQ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0014'5.1 MI W FROM HOUSE ROCK SPRINGS.
 GQ0014'5.1 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0014'COUNTY, AND 45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 GQ0014'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 6167.06
 GQ0014'453+18.39 1931 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN
 GQ0014'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1179 ***********************************************************************
 ES1179  DESIGNATION -  6176
 ES1179  PID         -  ES1179
 ES1179  STATE/COUNTY-  AZ/YAVAPAI
 ES1179  USGS QUAD   -  HACKBERRY MTN (1967)
 ES1179
 ES1179                         *CURRENT SURVEY CONTROL
 ES1179  ___________________________________________________________________
 ES1179* NAD 83(1992)-  34 28 40.39523(N)    111 38 58.40250(W)     ADJUSTED  
 ES1179* NAVD 88     -      1885.3    (meters)    6185.     (feet)  VERTCON   
 ES1179  ___________________________________________________________________
 ES1179  LAPLACE CORR-          10.04  (seconds)                    DEFLEC99
 ES1179  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 ES1179  HORZ ORDER  -  THIRD
 ES1179
 ES1179.The horizontal coordinates were established by classical geodetic methods
 ES1179.and adjusted by the National Geodetic Survey in August 1993.
 ES1179
 ES1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1179
 ES1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1179
 ES1179.The geoid height was determined by GEOID03.
 ES1179
 ES1179;                    North         East     Units Scale Factor Converg.
 ES1179;SPC AZ C     -   385,691.421   237,895.469   MT  0.99990742   +0 09 04.4
 ES1179;SPC AZ C     - 1,265,391.80    780,496.95   iFT  0.99990742   +0 09 04.4
 ES1179;UTM  12      - 3,815,336.674   440,352.425   MT  0.99964385   -0 22 03.8
 ES1179
 ES1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1179!SPC AZ C     -   0.99970812  x   0.99990742  =   0.99961556
 ES1179!UTM  12      -   0.99970812  x   0.99964385  =   0.99935207
 ES1179
 ES1179                          SUPERSEDED SURVEY CONTROL
 ES1179
 ES1179  NAD 83(1992)-  34 28 40.38996(N)    111 38 58.40252(W) AD(       ) 3
 ES1179  NGVD 29 (10/09/91) 1884.5    (m)         6183.     (f) VERT ANG    3  
 ES1179
 ES1179.Superseded values are not recommended for survey control.
 ES1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1179.See file dsdata.txt to determine how the superseded data were derived.
 ES1179
 ES1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4035215337(NAD 83)
 ES1179_MARKER: DB = BENCH MARK DISK
 ES1179_SETTING: 0 = UNSPECIFIED SETTING
 ES1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1179
 ES1179  HISTORY     - Date     Condition        Report By
 ES1179  HISTORY     - 1966     MONUMENTED       USGS
 ES1179
 ES1179                          STATION DESCRIPTION
 ES1179
 ES1179'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1179'LOCATED ABOUT 13 MI SE. OF CAMP VERDE, 9.5 MI NW. OF STRAWBERRY,
 ES1179'9.5 MI N. OF CHILDS.  ON SHARP, ROCKY TOP.
 ES1179'
 ES1179'REACHED BY HELICOPTER.
 ES1179'
 ES1179'STATION MARK--STANDARD BM TABLET STAMPED---6176---.
 ES1179'
 ES1179'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1012 ***********************************************************************
 FR1012  DESIGNATION -  62 EMH
 FR1012  PID         -  FR1012
 FR1012  STATE/COUNTY-  AZ/COCONINO
 FR1012  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1012
 FR1012                         *CURRENT SURVEY CONTROL
 FR1012  ___________________________________________________________________
 FR1012* NAD 83(1986)-  35 25 12.     (N)    112 34 32.     (W)     SCALED    
 FR1012* NAVD 88     -      1701.832  (meters)    5583.43   (feet)  POSTED    
 FR1012  ___________________________________________________________________
 FR1012  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 FR1012  DYNAMIC HT  -        1699.580 (meters)    5576.04  (feet)  COMP
 FR1012  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 FR1012
 FR1012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1012
 FR1012.The horizontal coordinates were scaled from a topographic map and have
 FR1012.an estimated accuracy of +/- 6 seconds.
 FR1012
 FR1012.The orthometric height was determined by differential leveling
 FR1012.and adjusted by the  in 1992.
 FR1012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1012.rate of 0.0 thru 1.0 mm/km.
 FR1012
 FR1012.The geoid height was determined by GEOID03.
 FR1012
 FR1012.The dynamic height is computed by dividing the NAVD 88
 FR1012.geopotential number by the normal gravity value computed on the
 FR1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1012.degrees latitude (g = 980.6199 gals.).
 FR1012
 FR1012.The modeled gravity was interpolated from observed gravity values.
 FR1012
 FR1012;                    North         East    Units  Estimated Accuracy
 FR1012;SPC AZ C     -   490,370.      153,530.      MT  (+/- 180 meters Scaled)
 FR1012
 FR1012                          SUPERSEDED SURVEY CONTROL
 FR1012
 FR1012.No superseded survey control is available for this station.
 FR1012
 FR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE569207(NAD 83)
 FR1012_MARKER: DB = BENCH MARK DISK
 FR1012_SETTING: 66 = SET IN ROCK OUTCROP
 FR1012_SP_SET: BEDROCK
 FR1012_STAMPING: 62 EMH 1973 5581
 FR1012_MARK LOGO: USGS  
 FR1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1012+STABILITY: POSITION/ELEVATION WELL
 FR1012
 FR1012  HISTORY     - Date     Condition        Report By
 FR1012  HISTORY     - 1973     MONUMENTED       USGS
 FR1012
 FR1012                          STATION DESCRIPTION
 FR1012
 FR1012'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1012'41.4 KM (25.70 MI) NE FROM SELIGMAN.
 FR1012'FROM THE GATE AT SEVEN RANCH, PROCEED 1.6 MILES SOUTHEAST ALONG A
 FR1012'DIRT ROAD, 0.25 MILES NORTHWEST OF AN ABANDONED STONE BUILDING ON THE
 FR1012'WEST SIDE OF THE ROAD, 87 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FR1012'ROAD, SET IN A ROCK OUTCROP PROJECTING 1.0 FEET ABOVE THE GROUND.
 FR1012'THE MARK IS 15 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0654 ***********************************************************************
 FP0654  DESIGNATION -  62 HLS
 FP0654  PID         -  FP0654
 FP0654  STATE/COUNTY-  AZ/APACHE
 FP0654  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0654
 FP0654                         *CURRENT SURVEY CONTROL
 FP0654  ___________________________________________________________________
 FP0654* NAD 83(1986)-  35 21 36.     (N)    109 27 52.     (W)     SCALED    
 FP0654* NAVD 88     -      1953.591  (meters)    6409.41   (feet)  ADJUSTED  
 FP0654  ___________________________________________________________________
 FP0654  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 FP0654  DYNAMIC HT  -        1950.860 (meters)    6400.45  (feet)  COMP
 FP0654  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 FP0654
 FP0654  VERT ORDER  -  SECOND    CLASS II
 FP0654
 FP0654.The horizontal coordinates were scaled from a topographic map and have
 FP0654.an estimated accuracy of +/- 6 seconds.
 FP0654
 FP0654.The orthometric height was determined by differential leveling
 FP0654.and adjusted in June 1991.
 FP0654
 FP0654.The geoid height was determined by GEOID03.
 FP0654
 FP0654.The dynamic height is computed by dividing the NAVD 88
 FP0654.geopotential number by the normal gravity value computed on the
 FP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0654.degrees latitude (g = 980.6199 gals.).
 FP0654
 FP0654.The modeled gravity was interpolated from observed gravity values.
 FP0654
 FP0654;                    North         East    Units  Estimated Accuracy
 FP0654;SPC AZ E     -   483,740.      277,180.      MT  (+/- 180 meters Scaled)
 FP0654
 FP0654                          SUPERSEDED SURVEY CONTROL
 FP0654
 FP0654.No superseded survey control is available for this station.
 FP0654
 FP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE395140(NAD 83)
 FP0654_MARKER: DB = BENCH MARK DISK
 FP0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0654_SP_SET: COPPER-CLAD STEEL ROD
 FP0654_STAMPING: 62 HLS1970 6406
 FP0654_MARK LOGO: USGS  
 FP0654_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0654+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0654
 FP0654  HISTORY     - Date     Condition        Report By
 FP0654  HISTORY     - 1970     MONUMENTED       USGS
 FP0654
 FP0654                          STATION DESCRIPTION
 FP0654
 FP0654'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0654'FROM THE KLAGETOH TRADING POST (LOCATED 14.9 MILES SOUTH OF THE POST
 FP0654'OFFICE AT GANADO, ARIZONA), PROCEED 11.2 MILES SOUTH ALONG STATE
 FP0654'HIGHWAY 63, 12.2 MILES NORTH OF CHAMBERS FROM THE INTERSECTION OF
 FP0654'I-40 AND HIGHWAY 63, 65 FEET EAST AND 8 FEET HIGHER THAN THE HIGHWAY,
 FP0654'2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FP0654'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0352 ***********************************************************************
 FS0352  DESIGNATION -  623+00
 FS0352  PID         -  FS0352
 FS0352  STATE/COUNTY-  AZ/MOHAVE
 FS0352  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0352
 FS0352                         *CURRENT SURVEY CONTROL
 FS0352  ___________________________________________________________________
 FS0352* NAD 83(1986)-  35 30 52.     (N)    114 20 37.     (W)     SCALED    
 FS0352* NAVD 88     -       923.580  (meters)    3030.11   (feet)  POSTED    
 FS0352  ___________________________________________________________________
 FS0352  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0352  DYNAMIC HT  -         922.520 (meters)    3026.63  (feet)  COMP
 FS0352  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 FS0352
 FS0352  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0352
 FS0352.The horizontal coordinates were scaled from a topographic map and have
 FS0352.an estimated accuracy of +/- 6 seconds.
 FS0352
 FS0352.The orthometric height was determined by differential leveling
 FS0352.and adjusted by the  in 1992.
 FS0352.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0352.rate of 3.1 thru 4.0 mm/km.
 FS0352
 FS0352.The geoid height was determined by GEOID03.
 FS0352
 FS0352.The dynamic height is computed by dividing the NAVD 88
 FS0352.geopotential number by the normal gravity value computed on the
 FS0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0352.degrees latitude (g = 980.6199 gals.).
 FS0352
 FS0352.The modeled gravity was interpolated from observed gravity values.
 FS0352
 FS0352;                    North         East    Units  Estimated Accuracy
 FS0352;SPC AZ W     -   500,820.      159,520.      MT  (+/- 180 meters Scaled)
 FS0352
 FS0352                          SUPERSEDED SURVEY CONTROL
 FS0352
 FS0352  NGVD 29 (??/??/92)  922.798  (m)         3027.55   (f) ADJ UNCH    1 1
 FS0352
 FS0352.Superseded values are not recommended for survey control.
 FS0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0352.See file dsdata.txt to determine how the superseded data were derived.
 FS0352
 FS0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV409333(NAD 83)
 FS0352_MARKER: DD = SURVEY DISK
 FS0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0352_SP_SET: CULVERT
 FS0352_STAMPING: 623+00 3028-10 1935
 FS0352_MARK LOGO: AZHD  
 FS0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0352
 FS0352  HISTORY     - Date     Condition        Report By
 FS0352  HISTORY     - 1935     MONUMENTED       AZHD
 FS0352  HISTORY     - 1949     GOOD             NGS
 FS0352  HISTORY     - 1982     GOOD             NGS
 FS0352
 FS0352                          STATION DESCRIPTION
 FS0352
 FS0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0352'9.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0352'9.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0352'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0352'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0352'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST
 FS0352'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0352
 FS0352                          STATION RECOVERY (1982)
 FS0352
 FS0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0352'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0083 ***********************************************************************
 ET0083  DESIGNATION -  6232
 ET0083  PID         -  ET0083
 ET0083  STATE/COUNTY-  AZ/YAVAPAI
 ET0083  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0083
 ET0083                         *CURRENT SURVEY CONTROL
 ET0083  ___________________________________________________________________
 ET0083* NAD 83(1986)-  34 43 41.     (N)    112 08 35.     (W)     SCALED    
 ET0083* NAVD 88     -      1902.895  (meters)    6243.08   (feet)  POSTED    
 ET0083  ___________________________________________________________________
 ET0083  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ET0083  DYNAMIC HT  -        1900.230 (meters)    6234.34  (feet)  COMP
 ET0083  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 ET0083
 ET0083  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0083
 ET0083.The horizontal coordinates were scaled from a topographic map and have
 ET0083.an estimated accuracy of +/- 6 seconds.
 ET0083
 ET0083.The orthometric height was determined by differential leveling
 ET0083.and adjusted in November 2005.
 ET0083.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0083.rate of 2.1 thru 3.0 mm/km.
 ET0083
 ET0083.The geoid height was determined by GEOID03.
 ET0083
 ET0083.The dynamic height is computed by dividing the NAVD 88
 ET0083.geopotential number by the normal gravity value computed on the
 ET0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0083.degrees latitude (g = 980.6199 gals.).
 ET0083
 ET0083.The modeled gravity was interpolated from observed gravity values.
 ET0083
 ET0083;                    North         East    Units  Estimated Accuracy
 ET0083;SPC AZ C     -   413,430.      192,630.      MT  (+/- 180 meters Scaled)
 ET0083
 ET0083                          SUPERSEDED SURVEY CONTROL
 ET0083
 ET0083  NGVD 29 (??/??/92) 1901.984  (m)         6240.09   (f) ADJ UNCH    1 2
 ET0083
 ET0083.Superseded values are not recommended for survey control.
 ET0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0083.See file dsdata.txt to determine how the superseded data were derived.
 ET0083
 ET0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD953434(NAD 83)
 ET0083_MARKER: DB = BENCH MARK DISK
 ET0083_SETTING: 66 = SET IN ROCK OUTCROP
 ET0083_SP_SET: LIMESTONE OUTCROP
 ET0083_STAMPING: 6232 PRSCT
 ET0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0083+STABILITY: POSITION/ELEVATION WELL
 ET0083
 ET0083  HISTORY     - Date     Condition        Report By
 ET0083  HISTORY     - UNK      MONUMENTED       USGS
 ET0083  HISTORY     - 1933     GOOD             NGS
 ET0083
 ET0083                          STATION DESCRIPTION
 ET0083
 ET0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0083'5.0 MI SW FROM JEROME.
 ET0083'IN MESCAL GULCH, 0.6 MILES SOUTH OF SADDLE-BACK DIVIDE, 150 FEET SOUTH
 ET0083'OF GULCH ENTERING MESCAL GULCH FROM WEST, 650 FEET SOUTH OF CORRAL,
 ET0083'450 FEET EAST OF POWER LINE, 400 FEET SOUTHEAST OF HIGHWAY
 ET0083'CENTER-LINE, 50 FEET WEST OF OLD WAGON ROAD, TABLET ON TOP OF
 ET0083'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0103 ***********************************************************************
 FR0103  DESIGNATION -  6252
 FR0103  PID         -  FR0103
 FR0103  STATE/COUNTY-  AZ/COCONINO
 FR0103  USGS QUAD   -  HOWARD MESA (1989)
 FR0103
 FR0103                         *CURRENT SURVEY CONTROL
 FR0103  ___________________________________________________________________
 FR0103* NAD 83(1986)-  35 25 54.     (N)    112 10 37.     (W)     SCALED    
 FR0103* NAVD 88     -      1905.381  (meters)    6251.24   (feet)  POSTED    
 FR0103  ___________________________________________________________________
 FR0103  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0103  DYNAMIC HT  -        1902.780 (meters)    6242.70  (feet)  COMP
 FR0103  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 FR0103
 FR0103  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0103
 FR0103.The horizontal coordinates were scaled from a topographic map and have
 FR0103.an estimated accuracy of +/- 6 seconds.
 FR0103
 FR0103.The orthometric height was determined by differential leveling
 FR0103.and adjusted by the  in 1992.
 FR0103.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0103.rate of 0.0 thru 1.0 mm/km.
 FR0103
 FR0103.The geoid height was determined by GEOID03.
 FR0103
 FR0103.The dynamic height is computed by dividing the NAVD 88
 FR0103.geopotential number by the normal gravity value computed on the
 FR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0103.degrees latitude (g = 980.6199 gals.).
 FR0103
 FR0103.The modeled gravity was interpolated from observed gravity values.
 FR0103
 FR0103;                    North         East    Units  Estimated Accuracy
 FR0103;SPC AZ C     -   491,490.      189,730.      MT  (+/- 180 meters Scaled)
 FR0103
 FR0103                          SUPERSEDED SURVEY CONTROL
 FR0103
 FR0103  NGVD 29 (??/??/92) 1904.443  (m)         6248.16   (f) ADJ UNCH    2 0
 FR0103
 FR0103.Superseded values are not recommended for survey control.
 FR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0103.See file dsdata.txt to determine how the superseded data were derived.
 FR0103
 FR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE931215(NAD 83)
 FR0103_MARKER: P = PIPE CAP
 FR0103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0103_STAMPING: 6252 GRAND CANYON DATUM
 FR0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0103
 FR0103  HISTORY     - Date     Condition        Report By
 FR0103  HISTORY     - UNK      MONUMENTED       USGS
 FR0103  HISTORY     - 1934     GOOD             NGS
 FR0103  HISTORY     - 1987     GOOD             USPSQD
 FR0103  HISTORY     - 20000328 GOOD             NGS
 FR0103
 FR0103                          STATION DESCRIPTION
 FR0103
 FR0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0103'13.6 MI N FROM WILLIAMS.
 FR0103'13.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0103'THE STATION AT WILLIAMS, COCONINO COUNTY, 7 FEET SOUTH OF MILEPOST 13,
 FR0103'ABOUT 100 YARDS SOUTH OF A ROAD CROSSING, AND 27 FEET WEST OF THE
 FR0103'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0103'CAP, STAMPED 6252 GRAND CANYON DATUM AND RIVETED ON THE TOP OF A
 FR0103'3-1/2-INCH IRON PIPE.
 FR0103
 FR0103                          STATION RECOVERY (1987)
 FR0103
 FR0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 FR0103'RECOVERED IN GOOD CONDITION.
 FR0103
 FR0103                          STATION RECOVERY (2000)
 FR0103
 FR0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FR0103'STATION IS 0.6 MILES SW ALONG A DIRT ROAD FROM MILEPOST 198.5 OF AZ
 FR0103'64.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0031 ***********************************************************************
 DU0031  DESIGNATION -  626+39
 DU0031  PID         -  DU0031
 DU0031  STATE/COUNTY-  AZ/GILA
 DU0031  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0031
 DU0031                         *CURRENT SURVEY CONTROL
 DU0031  ___________________________________________________________________
 DU0031* NAD 83(1986)-  33 48 02.     (N)    110 30 20.     (W)     SCALED    
 DU0031* NAVD 88     -      1064.097  (meters)    3491.12   (feet)  ADJUSTED  
 DU0031  ___________________________________________________________________
 DU0031  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU0031  DYNAMIC HT  -        1062.660 (meters)    3486.41  (feet)  COMP
 DU0031  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 DU0031
 DU0031  VERT ORDER  -  FIRST     CLASS II
 DU0031
 DU0031.The horizontal coordinates were scaled from a topographic map and have
 DU0031.an estimated accuracy of +/- 6 seconds.
 DU0031
 DU0031.The orthometric height was determined by differential leveling
 DU0031.and adjusted in June 1991.
 DU0031
 DU0031.The geoid height was determined by GEOID03.
 DU0031
 DU0031.The dynamic height is computed by dividing the NAVD 88
 DU0031.geopotential number by the normal gravity value computed on the
 DU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0031.degrees latitude (g = 980.6199 gals.).
 DU0031
 DU0031.The modeled gravity was interpolated from observed gravity values.
 DU0031
 DU0031;                    North         East    Units  Estimated Accuracy
 DU0031;SPC AZ E     -   310,590.      181,980.      MT  (+/- 180 meters Scaled)
 DU0031
 DU0031                          SUPERSEDED SURVEY CONTROL
 DU0031
 DU0031.No superseded survey control is available for this station.
 DU0031
 DU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC457401(NAD 83)
 DU0031_MARKER: DD = SURVEY DISK
 DU0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0031_SP_SET: CULVERT
 DU0031_STAMPING: 626+39 55
 DU0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0031
 DU0031  HISTORY     - Date     Condition        Report By
 DU0031  HISTORY     - UNK      MONUMENTED       AZHD
 DU0031  HISTORY     - 1960     GOOD             NGS
 DU0031  HISTORY     - 1979     GOOD             NGS
 DU0031
 DU0031                          STATION DESCRIPTION
 DU0031
 DU0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0031'6.3 MI N FROM SENECA.
 DU0031'ABOUT 6.3 MILES NORTH ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0031'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 0.3 MILE
 DU0031'NORTH OF THE NORTHWEST END OF THE SALT RIVER CANYON BRIDGE IN THE
 DU0031'CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A 24-INCH CULVERT,
 DU0031'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 DU0031'THE HIGHWAY.
 DU0031
 DU0031                          STATION RECOVERY (1979)
 DU0031
 DU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0031'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0031'IN SALT RIVER CANYON, 0.3 MILE NORTHEAST OF MILE POST 293, SET IN
 DU0031'TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 210 FEET NORTHWEST
 DU0031'OF THE NORTHWEST CORNER OF A SERVICE STATION AND GIFT SHOP AND 32
 DU0031'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER
 DU0031'CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE
 DU0031'IN GLOBE.
 DU0031'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0557 ***********************************************************************
 CZ0557  DESIGNATION -  626+92.3
 CZ0557  PID         -  CZ0557
 CZ0557  STATE/COUNTY-  AZ/PIMA
 CZ0557  USGS QUAD   -  JAYNES (1992)
 CZ0557
 CZ0557                         *CURRENT SURVEY CONTROL
 CZ0557  ___________________________________________________________________
 CZ0557* NAD 83(1986)-  32 17 26.     (N)    111 01 32.     (W)     SCALED    
 CZ0557* NAVD 88     -       686.699  (meters)    2252.95   (feet)  ADJUSTED  
 CZ0557  ___________________________________________________________________
 CZ0557  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0557  DYNAMIC HT  -         685.766 (meters)    2249.88  (feet)  COMP
 CZ0557  MODELED GRAV-     979,258.0   (mgal)                       NAVD 88
 CZ0557  OBS GRAVITY -     979,260.3   (mgal)                       GRAV_OBS
 CZ0557
 CZ0557  VERT ORDER  -  FIRST     CLASS II
 CZ0557
 CZ0557.The horizontal coordinates were scaled from a topographic map and have
 CZ0557.an estimated accuracy of +/- 6 seconds.
 CZ0557
 CZ0557.The orthometric height was determined by differential leveling
 CZ0557.and adjusted in June 1991.
 CZ0557
 CZ0557.The geoid height was determined by GEOID03.
 CZ0557
 CZ0557.The dynamic height is computed by dividing the NAVD 88
 CZ0557.geopotential number by the normal gravity value computed on the
 CZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0557.degrees latitude (g = 980.6199 gals.).
 CZ0557
 CZ0557.The modeled gravity was interpolated from observed gravity values.
 CZ0557.The observed gravity was obtained from relative gravimeter ties
 CZ0557.to the IGSN71 gravity network.
 CZ0557
 CZ0557;                    North         East    Units  Estimated Accuracy
 CZ0557;SPC AZ C     -   143,430.      297,290.      MT  (+/- 180 meters Scaled)
 CZ0557
 CZ0557                          SUPERSEDED SURVEY CONTROL
 CZ0557
 CZ0557  NGVD 29 (??/??/92)  686.027  (m)         2250.74   (f) ADJ UNCH    1 2
 CZ0557
 CZ0557.Superseded values are not recommended for survey control.
 CZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0557.See file dsdata.txt to determine how the superseded data were derived.
 CZ0557
 CZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA975726(NAD 83)
 CZ0557_MARKER: DD = SURVEY DISK
 CZ0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0557_SP_SET: CULVERT
 CZ0557_STAMPING: 2251.45 626+92.3
 CZ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0557
 CZ0557  HISTORY     - Date     Condition        Report By
 CZ0557  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0557  HISTORY     - 1951     GOOD             NGS
 CZ0557  HISTORY     - 1960     GOOD             NGS
 CZ0557  HISTORY     - 1980     GOOD             NGS
 CZ0557  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0557
 CZ0557                          STATION DESCRIPTION
 CZ0557
 CZ0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0557'0.7 MI SE FROM JAYNES.
 CZ0557'0.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0557'RAILROAD FROM THE RAILROAD STATION AT JAYNES, 1 POLE SOUTHEAST OF MILE
 CZ0557'POLE 978, AT RAILROAD MILEAGE 978.03, IN THE TOP OF THE APPROXIMATE
 CZ0557'CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE HIGHWAY CULVERT, 20.8
 CZ0557'FEET SOUTH OF TELEGRAPH POLE 11141 L, 16 FEET NORTHEAST OF THE HIGHWAY
 CZ0557'CENTERLINE AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0557
 CZ0557                          STATION RECOVERY (1960)
 CZ0557
 CZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0557'RECOVERED IN GOOD CONDITION.
 CZ0557
 CZ0557                          STATION RECOVERY (1980)
 CZ0557
 CZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0557'9.5 KILOMETERS (5.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0557'RAILROAD FROM THE STATION AT TUCSON, 1 POLE SOUTHEAST OF MILE POST
 CZ0557'978, SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL OF A SMALL
 CZ0557'CONCRETE BOX CULVERT UNDER THE NORTHEAST FRONTAGE ROAD OF
 CZ0557'INTERSTATE HIGHWAY 10, 22.2 METERS (73 FEET) SOUTHWEST OF THE
 CZ0557'SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 5.2 METERS (17.1 FEET)
 CZ0557'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 6.6 METERS
 CZ0557'(21.6 FEET) SOUTH OF TELEPHONE POLE 11141L.  NOTE--THE STAMPING
 CZ0557'ON THIS MARK IS NOT THE SAME AS THAT IN THE LAST SURVEY.  THE OLD
 CZ0557'STAMPING WAS 2251.45 626+92.3.
 CZ0557'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0557
 CZ0557                          STATION RECOVERY (2007)
 CZ0557
 CZ0557'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0200 ***********************************************************************
 ES0200  DESIGNATION -  6289.5
 ES0200  PID         -  ES0200
 ES0200  STATE/COUNTY-  AZ/GILA
 ES0200  USGS QUAD   -  WOODS CANYON (1990)
 ES0200
 ES0200                         *CURRENT SURVEY CONTROL
 ES0200  ___________________________________________________________________
 ES0200* NAD 83(1986)-  34 17 38.     (N)    110 56 47.     (W)     SCALED    
 ES0200* NAVD 88     -      1918.027  (meters)    6292.73   (feet)  ADJUSTED  
 ES0200  ___________________________________________________________________
 ES0200  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0200  DYNAMIC HT  -        1915.210 (meters)    6283.48  (feet)  COMP
 ES0200  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 ES0200
 ES0200  VERT ORDER  -  SECOND    CLASS 0
 ES0200
 ES0200.The horizontal coordinates were scaled from a topographic map and have
 ES0200.an estimated accuracy of +/- 6 seconds.
 ES0200
 ES0200.The orthometric height was determined by differential leveling
 ES0200.and adjusted in June 1991.
 ES0200
 ES0200.The geoid height was determined by GEOID03.
 ES0200
 ES0200.The dynamic height is computed by dividing the NAVD 88
 ES0200.geopotential number by the normal gravity value computed on the
 ES0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0200.degrees latitude (g = 980.6199 gals.).
 ES0200
 ES0200.The modeled gravity was interpolated from observed gravity values.
 ES0200
 ES0200;                    North         East    Units  Estimated Accuracy
 ES0200;SPC AZ E     -   365,530.      141,580.      MT  (+/- 180 meters Scaled)
 ES0200
 ES0200                          SUPERSEDED SURVEY CONTROL
 ES0200
 ES0200  NGVD 29 (??/??/92) 1917.063  (m)         6289.56   (f) ADJ UNCH    2 0
 ES0200
 ES0200.Superseded values are not recommended for survey control.
 ES0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0200.See file dsdata.txt to determine how the superseded data were derived.
 ES0200
 ES0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC049947(NAD 83)
 ES0200_MARKER: N = NAIL
 ES0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0200_SP_SET: TREE
 ES0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0200
 ES0200  HISTORY     - Date     Condition        Report By
 ES0200  HISTORY     - UNK      MONUMENTED       USGS
 ES0200  HISTORY     - 1935     GOOD             NGS
 ES0200
 ES0200                          STATION DESCRIPTION
 ES0200
 ES0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0200'55.0 MI SW FROM WINSLOW.
 ES0200'IN GILA COUNTY, 55.0 MILES SOUTHWEST ALONG THE PROMOTORY TOWER ROAD
 ES0200'FROM THE UNION OIL CO. BUILDING AT WINSLOW, NAVAJO COUNTY, THENCE 9.8
 ES0200'MILES SOUTHEAST ALONG THE ROAD LEADING TO 13 RANCH.  AND IN THE BASE
 ES0200'OF A LARGE PINE TREE PAINTED 6289.5.  A UNITED STATES GEOLOGICAL
 ES0200'SURVEY STANDARD COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1013 ***********************************************************************
 FR1013  DESIGNATION -  63 EMH
 FR1013  PID         -  FR1013
 FR1013  STATE/COUNTY-  AZ/COCONINO
 FR1013  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1013
 FR1013                         *CURRENT SURVEY CONTROL
 FR1013  ___________________________________________________________________
 FR1013* NAD 83(1986)-  35 25 46.     (N)    112 35 19.     (W)     SCALED    
 FR1013* NAVD 88     -      1707.700  (meters)    5602.68   (feet)  POSTED    
 FR1013  ___________________________________________________________________
 FR1013  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 FR1013  DYNAMIC HT  -        1705.440 (meters)    5595.26  (feet)  COMP
 FR1013  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 FR1013
 FR1013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1013
 FR1013.The horizontal coordinates were scaled from a topographic map and have
 FR1013.an estimated accuracy of +/- 6 seconds.
 FR1013
 FR1013.The orthometric height was determined by differential leveling
 FR1013.and adjusted by the  in 1992.
 FR1013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1013.rate of 0.0 thru 1.0 mm/km.
 FR1013
 FR1013.The geoid height was determined by GEOID03.
 FR1013
 FR1013.The dynamic height is computed by dividing the NAVD 88
 FR1013.geopotential number by the normal gravity value computed on the
 FR1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1013.degrees latitude (g = 980.6199 gals.).
 FR1013
 FR1013.The modeled gravity was interpolated from observed gravity values.
 FR1013
 FR1013;                    North         East    Units  Estimated Accuracy
 FR1013;SPC AZ C     -   491,420.      152,350.      MT  (+/- 180 meters Scaled)
 FR1013
 FR1013                          SUPERSEDED SURVEY CONTROL
 FR1013
 FR1013.No superseded survey control is available for this station.
 FR1013
 FR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE557218(NAD 83)
 FR1013_MARKER: DB = BENCH MARK DISK
 FR1013_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1013_SP_SET: COPPER-CLAD STEEL ROD
 FR1013_STAMPING: 63 EMH 1973 5600
 FR1013_MARK LOGO: USGS  
 FR1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1013
 FR1013  HISTORY     - Date     Condition        Report By
 FR1013  HISTORY     - 1973     MONUMENTED       USGS
 FR1013
 FR1013                          STATION DESCRIPTION
 FR1013
 FR1013'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1013'43.0 KM (26.70 MI) NE FROM SELIGMAN.
 FR1013'FROM THE GATE AT SEVEN RANCH, PROCEED 0.6 MILES SOUTHEAST ALONG A
 FR1013'DIRT ROAD, 0.4 MILES NORTHWEST OF A DRAIN CROSSING, O.4 MILES
 FR1013'SOUTHEAST OF A CORRAL LOADING CHUTE, 47 FEET SOUTHWEST OF A FENCE, 32
 FR1013'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1013'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0655 ***********************************************************************
 FP0655  DESIGNATION -  63 HLS
 FP0655  PID         -  FP0655
 FP0655  STATE/COUNTY-  AZ/APACHE
 FP0655  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0655
 FP0655                         *CURRENT SURVEY CONTROL
 FP0655  ___________________________________________________________________
 FP0655* NAD 83(1986)-  35 20 53.     (N)    109 27 15.     (W)     SCALED    
 FP0655* NAVD 88     -      1982.338  (meters)    6503.72   (feet)  ADJUSTED  
 FP0655  ___________________________________________________________________
 FP0655  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 FP0655  DYNAMIC HT  -        1979.563 (meters)    6494.62  (feet)  COMP
 FP0655  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 FP0655
 FP0655  VERT ORDER  -  SECOND    CLASS II
 FP0655
 FP0655.The horizontal coordinates were scaled from a topographic map and have
 FP0655.an estimated accuracy of +/- 6 seconds.
 FP0655
 FP0655.The orthometric height was determined by differential leveling
 FP0655.and adjusted in June 1991.
 FP0655
 FP0655.The geoid height was determined by GEOID03.
 FP0655
 FP0655.The dynamic height is computed by dividing the NAVD 88
 FP0655.geopotential number by the normal gravity value computed on the
 FP0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0655.degrees latitude (g = 980.6199 gals.).
 FP0655
 FP0655.The modeled gravity was interpolated from observed gravity values.
 FP0655
 FP0655;                    North         East    Units  Estimated Accuracy
 FP0655;SPC AZ E     -   482,420.      278,120.      MT  (+/- 180 meters Scaled)
 FP0655
 FP0655                          SUPERSEDED SURVEY CONTROL
 FP0655
 FP0655.No superseded survey control is available for this station.
 FP0655
 FP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE404127(NAD 83)
 FP0655_MARKER: DB = BENCH MARK DISK
 FP0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0655_SP_SET: HEADWALL
 FP0655_STAMPING: 63 HLS 1970 6500
 FP0655_MARK LOGO: USGS  
 FP0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0655+STABILITY: SURFACE MOTION
 FP0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0655+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0655
 FP0655  HISTORY     - Date     Condition        Report By
 FP0655  HISTORY     - 1970     MONUMENTED       USGS
 FP0655
 FP0655                          STATION DESCRIPTION
 FP0655
 FP0655'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0655'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0655'PROCEED 11.2 MILES NORTH ALONG STATE HIGHWAY 63, 20 FEET WEST OF THE
 FP0655'HIGHWAY, IN THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0806 ***********************************************************************
 CZ0806  DESIGNATION -  631+07
 CZ0806  PID         -  CZ0806
 CZ0806  STATE/COUNTY-  AZ/PIMA
 CZ0806  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0806
 CZ0806                         *CURRENT SURVEY CONTROL
 CZ0806  ___________________________________________________________________
 CZ0806* NAD 83(1986)-  32 07 02.     (N)    111 12 42.     (W)     SCALED    
 CZ0806* NAVD 88     -       747.05   (+/-2cm)    2450.9    (feet)  VERTCON   
 CZ0806  ___________________________________________________________________
 CZ0806  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0806
 CZ0806.The horizontal coordinates were scaled from a topographic map and have
 CZ0806.an estimated accuracy of +/- 6 seconds.
 CZ0806
 CZ0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0806.The vertical order pertains to the NGVD 29 superseded value.
 CZ0806
 CZ0806.The geoid height was determined by GEOID03.
 CZ0806
 CZ0806;                    North         East    Units  Estimated Accuracy
 CZ0806;SPC AZ C     -   124,080.      279,890.      MT  (+/- 180 meters Scaled)
 CZ0806
 CZ0806                          SUPERSEDED SURVEY CONTROL
 CZ0806
 CZ0806  NGVD 29 (??/??/92)  746.361  (m)         2448.69   (f) ADJ UNCH    2 0
 CZ0806
 CZ0806.Superseded values are not recommended for survey control.
 CZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0806.See file dsdata.txt to determine how the superseded data were derived.
 CZ0806
 CZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA800534(NAD 83)
 CZ0806_MARKER: DD = SURVEY DISK
 CZ0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0806_SP_SET: CULVERT
 CZ0806_STAMPING: 631+07 2449.64
 CZ0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0806
 CZ0806  HISTORY     - Date     Condition        Report By
 CZ0806  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0806  HISTORY     - 1951     GOOD             NGS
 CZ0806
 CZ0806                          STATION DESCRIPTION
 CZ0806
 CZ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0806'15.5 MI SW FROM TUCSON.
 CZ0806'15.5 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0806'STATE HIGHWAY 86, 2.8 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0806'AIRPORT, 75 YARDS NORTHEAST OF A GATE IN A FENCE AND A TRACK ROAD
 CZ0806'LEADING NORTHWEST, AND SET IN THE TOP AND IN THE CENTER OF THE
 CZ0806'NORTHWEST HEADWALL OF A 4 BY 8 FOOT CONCRETE CULVERT, 14 FEET
 CZ0806'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 CZ0806'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0169 ***********************************************************************
 ES0169  DESIGNATION -  6324.46
 ES0169  PID         -  ES0169
 ES0169  STATE/COUNTY-  AZ/NAVAJO
 ES0169  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0169
 ES0169                         *CURRENT SURVEY CONTROL
 ES0169  ___________________________________________________________________
 ES0169* NAD 83(1986)-  34 15 17.     (N)    110 01 39.     (W)     SCALED    
 ES0169* NAVD 88     -      1928.838  (meters)    6328.20   (feet)  ADJUSTED  
 ES0169  ___________________________________________________________________
 ES0169  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ES0169  DYNAMIC HT  -        1925.973 (meters)    6318.80  (feet)  COMP
 ES0169  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 ES0169
 ES0169  VERT ORDER  -  FIRST     CLASS II
 ES0169
 ES0169.The horizontal coordinates were scaled from a topographic map and have
 ES0169.an estimated accuracy of +/- 6 seconds.
 ES0169
 ES0169.The orthometric height was determined by differential leveling
 ES0169.and adjusted in June 1991.
 ES0169
 ES0169.The geoid height was determined by GEOID03.
 ES0169
 ES0169.The dynamic height is computed by dividing the NAVD 88
 ES0169.geopotential number by the normal gravity value computed on the
 ES0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0169.degrees latitude (g = 980.6199 gals.).
 ES0169
 ES0169.The modeled gravity was interpolated from observed gravity values.
 ES0169
 ES0169;                    North         East    Units  Estimated Accuracy
 ES0169;SPC AZ E     -   360,920.      226,180.      MT  (+/- 180 meters Scaled)
 ES0169
 ES0169                          SUPERSEDED SURVEY CONTROL
 ES0169
 ES0169  NGVD 29 (??/??/92) 1927.918  (m)         6325.18   (f) ADJ UNCH    1 2
 ES0169
 ES0169.Superseded values are not recommended for survey control.
 ES0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0169.See file dsdata.txt to determine how the superseded data were derived.
 ES0169
 ES0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC895908(NAD 83)
 ES0169_MARKER: DD = SURVEY DISK
 ES0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0169_SP_SET: BRIDGE
 ES0169_STAMPING: 6324.46
 ES0169_MARK LOGO: AZHD  
 ES0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0169
 ES0169  HISTORY     - Date     Condition        Report By
 ES0169  HISTORY     - UNK      MONUMENTED       AZHD
 ES0169  HISTORY     - 1972     GOOD             USGS
 ES0169  HISTORY     - 1983     GOOD             NGS
 ES0169  HISTORY     - 20061103 GOOD             GEOCAC
 ES0169
 ES0169                          STATION DESCRIPTION
 ES0169
 ES0169'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0169'0.45 MI E FROM SHOW LOW.
 ES0169'FROM THE P.O. AT SHOW LOW, E. 0.45 MI. ALONG THE MAIN STREET (DEUCE OF
 ES0169'CLUBS AVE, AND US 60 HIGHWAY) TO THE BRIDGE OVER SHOW LOW CREEK. BM IS
 ES0169'50 FT. N. OF CENTER LINE OF HIGHWAY, SET IN THE W. END OF THE NW
 ES0169'WINGWALL OF THE BRIDGE, AND 2.7 FT ABOVE THE SIDEWALK.  A AHD STANDARD
 ES0169'DISK STAMPED 6324.46.
 ES0169
 ES0169                          STATION RECOVERY (1983)
 ES0169
 ES0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0169'RECOVERED IN GOOD CONDITION.
 ES0169
 ES0169                          STATION RECOVERY (2006)
 ES0169
 ES0169'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0169'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0169'34 15 17.28 (N)   110 01 39.24 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0545 ***********************************************************************
 ES0545  DESIGNATION -  6355.71
 ES0545  PID         -  ES0545
 ES0545  STATE/COUNTY-  AZ/YAVAPAI
 ES0545  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0545
 ES0545                         *CURRENT SURVEY CONTROL
 ES0545  ___________________________________________________________________
 ES0545* NAD 83(1986)-  34 49 03.     (N)    111 36 42.     (W)     SCALED    
 ES0545* NAVD 88     -      1938.059  (meters)    6358.45   (feet)  ADJUSTED  
 ES0545  ___________________________________________________________________
 ES0545  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0545  DYNAMIC HT  -        1935.364 (meters)    6349.61  (feet)  COMP
 ES0545  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 ES0545
 ES0545  VERT ORDER  -  SECOND    CLASS 0
 ES0545
 ES0545.The horizontal coordinates were scaled from a topographic map and have
 ES0545.an estimated accuracy of +/- 6 seconds.
 ES0545
 ES0545.The orthometric height was determined by differential leveling
 ES0545.and adjusted in June 1991.
 ES0545
 ES0545.The geoid height was determined by GEOID03.
 ES0545
 ES0545.The dynamic height is computed by dividing the NAVD 88
 ES0545.geopotential number by the normal gravity value computed on the
 ES0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0545.degrees latitude (g = 980.6199 gals.).
 ES0545
 ES0545.The modeled gravity was interpolated from observed gravity values.
 ES0545
 ES0545;                    North         East    Units  Estimated Accuracy
 ES0545;SPC AZ C     -   423,370.      241,260.      MT  (+/- 180 meters Scaled)
 ES0545
 ES0545                          SUPERSEDED SURVEY CONTROL
 ES0545
 ES0545  NGVD 29 (??/??/92) 1937.149  (m)         6355.46   (f) ADJ UNCH    2 0
 ES0545
 ES0545.Superseded values are not recommended for survey control.
 ES0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0545.See file dsdata.txt to determine how the superseded data were derived.
 ES0545
 ES0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD440529(NAD 83)
 ES0545_MARKER: DD = SURVEY DISK
 ES0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0545_SP_SET: BRIDGE
 ES0545_STAMPING: 6355.71 5934X90 1959
 ES0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0545
 ES0545  HISTORY     - Date     Condition        Report By
 ES0545  HISTORY     - 1959     MONUMENTED       AZHD
 ES0545  HISTORY     - 1959     GOOD             NGS
 ES0545
 ES0545                          STATION DESCRIPTION
 ES0545
 ES0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0545'26.8 MI S FROM FLAGSTAFF.
 ES0545'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 ES0545'RAILROAD STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S.
 ES0545'HIGHWAY 89A, THENCE 28.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 27
 ES0545'FEET EAST OF THE CENTER OF THE HIGHWAY, 6.2 FEET SOUTHEAST OF THE
 ES0545'WITNESS POST, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A 12 FOOT
 ES0545'CONCRETE BRIDGE THAT HAS A CATTLE UNDERPASS UNDER IT.  NOTE-- THIS
 ES0545'MARK IS APPROXIMATELY ON THE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0350 ***********************************************************************
 FS0350  DESIGNATION -  637+00
 FS0350  PID         -  FS0350
 FS0350  STATE/COUNTY-  AZ/MOHAVE
 FS0350  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0350
 FS0350                         *CURRENT SURVEY CONTROL
 FS0350  ___________________________________________________________________
 FS0350* NAD 83(1986)-  35 31 06.     (N)    114 20 45.     (W)     SCALED    
 FS0350* NAVD 88     -       918.915  (meters)    3014.81   (feet)  POSTED    
 FS0350  ___________________________________________________________________
 FS0350  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0350  DYNAMIC HT  -         917.860 (meters)    3011.35  (feet)  COMP
 FS0350  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 FS0350
 FS0350  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0350
 FS0350.The horizontal coordinates were scaled from a topographic map and have
 FS0350.an estimated accuracy of +/- 6 seconds.
 FS0350
 FS0350.The orthometric height was determined by differential leveling
 FS0350.and adjusted by the  in 1992.
 FS0350.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0350.rate of 4.1 thru 8.0 mm/km.
 FS0350
 FS0350.The geoid height was determined by GEOID03.
 FS0350
 FS0350.The dynamic height is computed by dividing the NAVD 88
 FS0350.geopotential number by the normal gravity value computed on the
 FS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0350.degrees latitude (g = 980.6199 gals.).
 FS0350
 FS0350.The modeled gravity was interpolated from observed gravity values.
 FS0350
 FS0350;                    North         East    Units  Estimated Accuracy
 FS0350;SPC AZ W     -   501,260.      159,320.      MT  (+/- 180 meters Scaled)
 FS0350
 FS0350                          SUPERSEDED SURVEY CONTROL
 FS0350
 FS0350  NGVD 29 (??/??/92)  918.136  (m)         3012.25   (f) ADJ UNCH    1 1
 FS0350
 FS0350.Superseded values are not recommended for survey control.
 FS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0350.See file dsdata.txt to determine how the superseded data were derived.
 FS0350
 FS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV406337(NAD 83)
 FS0350_MARKER: DD = SURVEY DISK
 FS0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0350_SP_SET: CULVERT
 FS0350_STAMPING: 637+00 3012-87 1935
 FS0350_MARK LOGO: AZHD  
 FS0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0350
 FS0350  HISTORY     - Date     Condition        Report By
 FS0350  HISTORY     - 1935     MONUMENTED       AZHD
 FS0350  HISTORY     - 1949     GOOD             NGS
 FS0350  HISTORY     - 1982     GOOD             NGS
 FS0350
 FS0350                          STATION DESCRIPTION
 FS0350
 FS0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0350'9.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0350'9.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0350'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 220.8 FEET NORTH OF
 FS0350'B.M. Y 121, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0350'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6 FEET
 FS0350'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0350'HIGHER THAN THE HIGHWAY.
 FS0350
 FS0350                          STATION RECOVERY (1982)
 FS0350
 FS0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0350'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0960 ***********************************************************************
 ET0960  DESIGNATION -  6391
 ET0960  PID         -  ET0960
 ET0960  STATE/COUNTY-  AZ/YAVAPAI
 ET0960  USGS QUAD   -  YARNELL (1969)
 ET0960
 ET0960                         *CURRENT SURVEY CONTROL
 ET0960  ___________________________________________________________________
 ET0960* NAD 83(1992)-  34 13 15.02385(N)    112 40 27.92079(W)     ADJUSTED  
 ET0960* NAVD 88     -      1951.     (meters)    6401.     (feet)  VERTCON   
 ET0960  ___________________________________________________________________
 ET0960  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 ET0960  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 ET0960  HORZ ORDER  -  SECOND
 ET0960
 ET0960.The horizontal coordinates were established by classical geodetic methods
 ET0960.and adjusted by the National Geodetic Survey in August 1993.
 ET0960
 ET0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0960
 ET0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0960
 ET0960.The geoid height was determined by GEOID03.
 ET0960
 ET0960;                    North         East     Units Scale Factor Converg.
 ET0960;SPC AZ C     -   357,407.586   143,542.805   MT  0.99996007   -0 25 34.2
 ET0960;SPC AZ C     - 1,172,597.07    470,940.96   iFT  0.99996007   -0 25 34.2
 ET0960;UTM  12      - 3,787,910.383   345,763.886   MT  0.99989324   -0 56 30.7
 ET0960
 ET0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0960!SPC AZ C     -   0.99969825  x   0.99996007  =   0.99965833
 ET0960!UTM  12      -   0.99969825  x   0.99989324  =   0.99959152
 ET0960
 ET0960:                Primary Azimuth Mark                     Grid Az
 ET0960:SPC AZ C     -  KIRKLAND                                 313 49 50.5
 ET0960:UTM  12      -  KIRKLAND                                 314 20 47.0
 ET0960
 ET0960|---------------------------------------------------------------------|
 ET0960| PID    Reference Object                     Distance      Geod. Az  |
 ET0960|                                                           dddmmss.s |
 ET0960| ET0979 KIRKLAND                            APPROX.17.2 KM 3132416.3 |
 ET0960|---------------------------------------------------------------------|
 ET0960
 ET0960                          SUPERSEDED SURVEY CONTROL
 ET0960
 ET0960  NAD 83(1986)-  34 13 15.02371(N)    112 40 27.92238(W) AD(       ) 2
 ET0960  NAD 27      -  34 13 14.93053(N)    112 40 25.28372(W) AD(       ) 2
 ET0960  NGVD 29 (07/19/86) 1950.     (m)         6398.     (f) VERT ANG    3  
 ET0960
 ET0960.Superseded values are not recommended for survey control.
 ET0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0960.See file dsdata.txt to determine how the superseded data were derived.
 ET0960
 ET0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4576487910(NAD 83)
 ET0960_MARKER: DS = TRIANGULATION STATION DISK
 ET0960_SETTING: 66 = SET IN ROCK OUTCROP
 ET0960_SP_SET: SET IN BEDROCK
 ET0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0960+STABILITY: POSITION/ELEVATION WELL
 ET0960
 ET0960  HISTORY     - Date     Condition        Report By
 ET0960  HISTORY     - 1902     MONUMENTED       USGS
 ET0960  HISTORY     - 1969     POOR             USGS
 ET0960
 ET0960                          STATION DESCRIPTION
 ET0960
 ET0960'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0960'LOCATED 4 MI E. OF ANTELOPE PEAK.  ON HIGHEST PEAK.
 ET0960'
 ET0960'TO REACH NOT GIVEN.
 ET0960'
 ET0960'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 ET0960'MALPAIS ROCK OVER WHICH IS ROCK CAIRN 7 FT. HIGH AND 6-FT. BASE.
 ET0960'
 ET0960'RMS--NONE SET.
 ET0960
 ET0960                          STATION RECOVERY (1969)
 ET0960
 ET0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0960'LOCATED ABOUT 10.5 MI. (AIRLINE) S. OF KIRKLAND JUNCTION.  ABOUT
 ET0960'4 MI. E. OF YARNELL.  ON THE HIGHEST PEAK IN THE AREA.
 ET0960'
 ET0960'REACHED BY HELICOPTER.
 ET0960'
 ET0960'TO REACH FROM CONGRESS JUNCTION GO E. ON HIGHWAY 71 FOR 1.5 MI. TO
 ET0960'RD. RIGHT LEADING TO STANTON AND OCTAVE.  TURN RIGHT AND FOLLOW RD.
 ET0960'6.0 MI. TO STANTON.  CONTINUE ON MAIN RD. (N.) 2.0 MI. TO GEORGE
 ET0960'MEDD RANCH AT SHARP BEND LEFT.  PASS THROUGH RANCH YARD GATE AND
 ET0960'CORRALS AND FOLLOW JEEP RD. FOR 4.0 MI. N. AND E. TO SADDLE IN
 ET0960'N.-S. RIDGE.  LEAVE TRUCK AND PACK N. ALONG RIDGE FOR ABOUT 1.0
 ET0960'MI.  TO HIGHEST POINT AND STATION.  ABOUT A 1 HOUR PACK.
 ET0960'
 ET0960'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED RM 2 1966, CEMENTED
 ET0960'IN STONE.
 ET0960'
 ET0960'POSITION DETERMINED BY TRAVERSE FROM STATION EAST ANTELOPE 2.
 ET0960'
 ET0960'NOTE--TABLET FOUND LOOSE IN PLACE AND NO
 ET0960'EVIDENCE OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9975 ***********************************************************************
 DK9975  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9975  DESIGNATION -  64 EAM
 DK9975  PID         -  DK9975
 DK9975  STATE/COUNTY-  AZ/MOHAVE
 DK9975  USGS QUAD   -  SECRET PASS (1967)
 DK9975
 DK9975                         *CURRENT SURVEY CONTROL
 DK9975  ___________________________________________________________________
 DK9975* NAD 83(2007)-  35 08 30.31059(N)    114 15 48.24406(W)     ADJUSTED  
 DK9975* NAVD 88     -       776.56   (meters)    2547.8    (feet)  GPS OBS   
 DK9975  ___________________________________________________________________
 DK9975  EPOCH DATE  -        2007.00
 DK9975  X           -  -2,145,888.108 (meters)                     COMP
 DK9975  Y           -  -4,760,721.160 (meters)                     COMP
 DK9975  Z           -   3,651,168.111 (meters)                     COMP
 DK9975  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DK9975  ELLIP HEIGHT-         747.240 (meters)          (03/02/09) ADJUSTED
 DK9975  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DK9975  HORZ ORDER  -  A
 DK9975  ELLP ORDER  -  FOURTH    CLASS I
 DK9975
 DK9975.The horizontal coordinates were established by GPS observations
 DK9975.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9975
 DK9975.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9975.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9975.The horizontal coordinates are valid at the epoch date displayed above.
 DK9975.The epoch date for horizontal control is a decimal equivalence
 DK9975.of Year/Month/Day.
 DK9975
 DK9975.The orthometric height was determined by GPS observations and a
 DK9975.high-resolution geoid model.
 DK9975.The orthometric height was determined by GPS observations and a
 DK9975.high-resolution geoid model using precise GPS observation and
 DK9975.processing techniques.
 DK9975
 DK9975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9975
 DK9975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9975
 DK9975.The ellipsoidal height was determined by GPS observations
 DK9975.and is referenced to NAD 83.
 DK9975
 DK9975.The geoid height was determined by GEOID03.
 DK9975
 DK9975;                    North         East     Units Scale Factor Converg.
 DK9975;SPC AZ W     -   459,434.942   166,576.426   MT  0.99996030   -0 17 43.9
 DK9975;SPC AZ W     - 1,507,332.49    546,510.58   iFT  0.99996030   -0 17 43.9
 DK9975;UTM  11      - 3,892,191.832   749,319.999   MT  1.00036615   +1 34 33.6
 DK9975
 DK9975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9975!SPC AZ W     -   0.99988272  x   0.99996030  =   0.99984303
 DK9975!UTM  11      -   0.99988272  x   1.00036615  =   1.00024883
 DK9975
 DK9975                          SUPERSEDED SURVEY CONTROL
 DK9975
 DK9975.No superseded survey control is available for this station.
 DK9975
 DK9975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4932092192(NAD 83)
 DK9975_MARKER: DB = BENCH MARK DISK
 DK9975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK9975_STAMPING: 64 EAM ELEV 2545 FT 1965
 DK9975_MARK LOGO: USGS  
 DK9975_PROJECTION: PROJECTING 5 CENTIMETERS
 DK9975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9975+STABILITY: SURFACE MOTION
 DK9975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9975+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 DK9975
 DK9975  HISTORY     - Date     Condition        Report By
 DK9975  HISTORY     - 20080625 MONUMENTED       GEOANA
 DK9975
 DK9975                          STATION DESCRIPTION
 DK9975
 DK9975'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9975'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) SOUTH-SOUTHWEST OF
 DK9975'CERBAT, 12.4 MI (20.0 KM) WEST-SOUTHWEST OF KINGMAN AND 10.4 MI (16.7
 DK9975'KM) NORTHEAST OF OATMAN.
 DK9975' 
 DK9975'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND SHINARUMP DRIVE
 DK9975'(EXIT 44), GO 9.6 MI (15.4 KM) WESTERLY ON SHINARUMP DRIVE TO GARNET
 DK9975'ROAD (DIRT).  TURN LEFT ON GARNET ROAD AND GO SOUTH 1.0 MI (1.6 KM) TO
 DK9975'NORTHWEST CORNER OF INTERSECTION OF GARNET ROAD AND HUALAPAI DRIVE.
 DK9975'BOTH ROADS ARE GRADED DIRT ROADS.
 DK9975' 
 DK9975'THE STATION IS A 3-1/2 INCH (9 CM) BRASS DISK SET IN THE TOP OF 7 INCH
 DK9975'(18 CM) SQUARE CONCRETE MONUMENT PROJECTING 1-1/2 INCHES (4 CM).  THE
 DK9975'STATION IS 40 FT (12 M) WEST OF THE CENTERLINE OF GARNET ROAD, 35 FT
 DK9975'(11 M) NORTH OF THE CENTERLINE OF HUALAPAI ROAD, 1.5 FT (0.5 M)
 DK9975'WEST-SOUTHWEST OF A 3.8 FT (1.2 M) TALL 'SURVEY MARKER' SIGN, AND 1.7
 DK9975'FT (0.5 M) EAST OF A 2.1 FT (0.6 M) TALL 'SURVEY MARKER' SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1014 ***********************************************************************
 FR1014  DESIGNATION -  64 EMH
 FR1014  PID         -  FR1014
 FR1014  STATE/COUNTY-  AZ/COCONINO
 FR1014  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1014
 FR1014                         *CURRENT SURVEY CONTROL
 FR1014  ___________________________________________________________________
 FR1014* NAD 83(1986)-  35 26 09.     (N)    112 36 19.     (W)     SCALED    
 FR1014* NAVD 88     -      1718.127  (meters)    5636.89   (feet)  POSTED    
 FR1014  ___________________________________________________________________
 FR1014  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 FR1014  DYNAMIC HT  -        1715.840 (meters)    5629.39  (feet)  COMP
 FR1014  MODELED GRAV-     979,244.6   (mgal)                       NAVD 88
 FR1014
 FR1014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1014
 FR1014.The horizontal coordinates were scaled from a topographic map and have
 FR1014.an estimated accuracy of +/- 6 seconds.
 FR1014
 FR1014.The orthometric height was determined by differential leveling
 FR1014.and adjusted by the  in 1992.
 FR1014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1014.rate of 0.0 thru 1.0 mm/km.
 FR1014
 FR1014.The geoid height was determined by GEOID03.
 FR1014
 FR1014.The dynamic height is computed by dividing the NAVD 88
 FR1014.geopotential number by the normal gravity value computed on the
 FR1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1014.degrees latitude (g = 980.6199 gals.).
 FR1014
 FR1014.The modeled gravity was interpolated from observed gravity values.
 FR1014
 FR1014;                    North         East    Units  Estimated Accuracy
 FR1014;SPC AZ C     -   492,140.      150,840.      MT  (+/- 180 meters Scaled)
 FR1014
 FR1014                          SUPERSEDED SURVEY CONTROL
 FR1014
 FR1014.No superseded survey control is available for this station.
 FR1014
 FR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE542225(NAD 83)
 FR1014_MARKER: DB = BENCH MARK DISK
 FR1014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1014_SP_SET: COPPER-CLAD STEEL ROD
 FR1014_STAMPING: 64 EMH 1973 5634
 FR1014_MARK LOGO: USGS  
 FR1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1014
 FR1014  HISTORY     - Date     Condition        Report By
 FR1014  HISTORY     - 1973     MONUMENTED       USGS
 FR1014
 FR1014                          STATION DESCRIPTION
 FR1014
 FR1014'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1014'44.6 KM (27.70 MI) NNE FROM SELIGMAN.
 FR1014'FROM THE GATE AT SEVEN RANCH, PROCEED 0.4 MILES NORTHWEST ALONG A
 FR1014'DIRT ROAD, 46 FEET WEST OF A LARGE LONE CEDAR TREE, 24 FEET SOUTH OF
 FR1014'THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A FENCE.  ROD DEPTH
 FR1014'UNKNOWN.
 FR1014'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0656 ***********************************************************************
 FP0656  DESIGNATION -  64 HLS
 FP0656  PID         -  FP0656
 FP0656  STATE/COUNTY-  AZ/APACHE
 FP0656  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0656
 FP0656                         *CURRENT SURVEY CONTROL
 FP0656  ___________________________________________________________________
 FP0656* NAD 83(1986)-  35 20 00.     (N)    109 26 58.     (W)     SCALED    
 FP0656* NAVD 88     -      1944.668  (meters)    6380.13   (feet)  ADJUSTED  
 FP0656  ___________________________________________________________________
 FP0656  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 FP0656  DYNAMIC HT  -        1941.940 (meters)    6371.18  (feet)  COMP
 FP0656  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 FP0656
 FP0656  VERT ORDER  -  SECOND    CLASS II
 FP0656
 FP0656.The horizontal coordinates were scaled from a topographic map and have
 FP0656.an estimated accuracy of +/- 6 seconds.
 FP0656
 FP0656.The orthometric height was determined by differential leveling
 FP0656.and adjusted in June 1991.
 FP0656
 FP0656.The geoid height was determined by GEOID03.
 FP0656
 FP0656.The dynamic height is computed by dividing the NAVD 88
 FP0656.geopotential number by the normal gravity value computed on the
 FP0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0656.degrees latitude (g = 980.6199 gals.).
 FP0656
 FP0656.The modeled gravity was interpolated from observed gravity values.
 FP0656
 FP0656;                    North         East    Units  Estimated Accuracy
 FP0656;SPC AZ E     -   480,790.      278,560.      MT  (+/- 180 meters Scaled)
 FP0656
 FP0656                          SUPERSEDED SURVEY CONTROL
 FP0656
 FP0656.No superseded survey control is available for this station.
 FP0656
 FP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE409111(NAD 83)
 FP0656_MARKER: DB = BENCH MARK DISK
 FP0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0656_SP_SET: COPPER-CLAD STEEL ROD
 FP0656_STAMPING: 64 HLS 1970 6377
 FP0656_MARK LOGO: USGS  
 FP0656_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0656+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0656
 FP0656  HISTORY     - Date     Condition        Report By
 FP0656  HISTORY     - 1970     MONUMENTED       USGS
 FP0656
 FP0656                          STATION DESCRIPTION
 FP0656
 FP0656'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0656'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0656'PROCEED 10.1 MILES NORTH ALONG STATE HIGHWAY 63, 54 FEET EAST AND 4
 FP0656'FEET HIGHER THAN THE HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A
 FP0656'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0804 ***********************************************************************
 DW0804  DESIGNATION -  640.92
 DW0804  PID         -  DW0804
 DW0804  STATE/COUNTY-  AZ/LA PAZ
 DW0804  USGS QUAD   -  LA PAZ MTN (1970)
 DW0804
 DW0804                         *CURRENT SURVEY CONTROL
 DW0804  ___________________________________________________________________
 DW0804* NAD 83(1986)-  33 37 48.     (N)    114 25 49.     (W)     SCALED    
 DW0804* NAVD 88     -       196.10   (+/-2cm)     643.4    (feet)  VERTCON   
 DW0804  ___________________________________________________________________
 DW0804  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DW0804  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0804
 DW0804.The horizontal coordinates were scaled from a topographic map and have
 DW0804.an estimated accuracy of +/- 6 seconds.
 DW0804
 DW0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0804.The vertical order pertains to the NGVD 29 superseded value.
 DW0804
 DW0804.The geoid height was determined by GEOID03.
 DW0804
 DW0804;                    North         East    Units  Estimated Accuracy
 DW0804;SPC AZ W     -   291,840.      150,250.      MT  (+/- 180 meters Scaled)
 DW0804
 DW0804                          SUPERSEDED SURVEY CONTROL
 DW0804
 DW0804  NGVD 29 (??/??/??)  195.416  (m)          641.13   (f) ADJUSTED    1 2
 DW0804
 DW0804.Superseded values are not recommended for survey control.
 DW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0804.See file dsdata.txt to determine how the superseded data were derived.
 DW0804
 DW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT383240(NAD 83)
 DW0804_MARKER: DD = SURVEY DISK
 DW0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0804_SP_SET: HEADWALL
 DW0804_STAMPING: 640.92 343+70
 DW0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0804
 DW0804  HISTORY     - Date     Condition        Report By
 DW0804  HISTORY     - UNK      MONUMENTED       AZHD
 DW0804  HISTORY     - 1934     GOOD             NGS
 DW0804  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0804
 DW0804                          STATION DESCRIPTION
 DW0804
 DW0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0804'10.2 MI E FROM BLYTHE.
 DW0804'IN YUMA COUNTY, ARIZONA, ABOUT 10.2 MILES EAST ALONG U.S. HIGHWAY
 DW0804'60 FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA,
 DW0804'AT STATION 343+70, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0804'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0804'STANDARD DISK, STAMPED 640.92 343+70.
 DW0804
 DW0804                          STATION RECOVERY (1981)
 DW0804
 DW0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0804'NOT RECOVERED. NOTE-THE HEADWALL HAS BEEN DESTROYED, MARK BELIEVED
 DW0804'LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0046 ***********************************************************************
 FR0046  DESIGNATION -  6401
 FR0046  PID         -  FR0046
 FR0046  STATE/COUNTY-  AZ/COCONINO
 FR0046  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0046
 FR0046                         *CURRENT SURVEY CONTROL
 FR0046  ___________________________________________________________________
 FR0046* NAD 83(1986)-  35 58 47.     (N)    112 10 58.     (W)     SCALED    
 FR0046* NAVD 88     -      1950.255  (meters)    6398.46   (feet)  POSTED    
 FR0046  ___________________________________________________________________
 FR0046  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FR0046  DYNAMIC HT  -        1947.690 (meters)    6390.05  (feet)  COMP
 FR0046  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 FR0046
 FR0046  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0046
 FR0046.The horizontal coordinates were scaled from a topographic map and have
 FR0046.an estimated accuracy of +/- 6 seconds.
 FR0046
 FR0046.The orthometric height was determined by differential leveling
 FR0046.and adjusted by the  in 1992.
 FR0046.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0046.rate of 0.0 thru 1.0 mm/km.
 FR0046
 FR0046.The geoid height was determined by GEOID03.
 FR0046
 FR0046.The dynamic height is computed by dividing the NAVD 88
 FR0046.geopotential number by the normal gravity value computed on the
 FR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0046.degrees latitude (g = 980.6199 gals.).
 FR0046
 FR0046.The modeled gravity was interpolated from observed gravity values.
 FR0046
 FR0046;                    North         East    Units  Estimated Accuracy
 FR0046;SPC AZ C     -   552,300.      189,360.      MT  (+/- 180 meters Scaled)
 FR0046
 FR0046                          SUPERSEDED SURVEY CONTROL
 FR0046
 FR0046  NGVD 29 (??/??/92) 1949.341  (m)         6395.46   (f) ADJ UNCH    2 0
 FR0046
 FR0046.Superseded values are not recommended for survey control.
 FR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0046.See file dsdata.txt to determine how the superseded data were derived.
 FR0046
 FR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE933823(NAD 83)
 FR0046_MARKER: DD = SURVEY DISK
 FR0046_SETTING: 66 = SET IN ROCK OUTCROP
 FR0046_SP_SET: LIMESTONE LEDGE
 FR0046_STAMPING: 6401 CANYON
 FR0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0046+STABILITY: POSITION/ELEVATION WELL
 FR0046
 FR0046  HISTORY     - Date     Condition        Report By
 FR0046  HISTORY     - UNK      MONUMENTED       USGS
 FR0046  HISTORY     - 1934     GOOD             NGS
 FR0046
 FR0046                          STATION DESCRIPTION
 FR0046
 FR0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0046'7.5 MI S FROM GRAND CANYON.
 FR0046'ABOUT 7-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0046'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT
 FR0046'130 FEET NORTHEAST OF MILEPOST 56, ABOUT 75 FEET NORTH OF THE CENTER
 FR0046'LINE OF THE TRACK AND IN THE TOP OF A LIMESTONE LEDGE.  A UNITED
 FR0046'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6401 CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0161 ***********************************************************************
 ES0161  DESIGNATION -  6401.81
 ES0161  PID         -  ES0161
 ES0161  STATE/COUNTY-  AZ/NAVAJO
 ES0161  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0161
 ES0161                         *CURRENT SURVEY CONTROL
 ES0161  ___________________________________________________________________
 ES0161* NAD 83(1986)-  34 12 16.     (N)    110 04 51.     (W)     SCALED    
 ES0161* NAVD 88     -      2010.820  (meters)    6597.17   (feet)  ADJUSTED  
 ES0161  ___________________________________________________________________
 ES0161  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES0161  DYNAMIC HT  -        2007.806 (meters)    6587.28  (feet)  COMP
 ES0161  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 ES0161
 ES0161  VERT ORDER  -  SECOND    CLASS 0
 ES0161
 ES0161.The horizontal coordinates were scaled from a topographic map and have
 ES0161.an estimated accuracy of +/- 6 seconds.
 ES0161
 ES0161.The orthometric height was determined by differential leveling
 ES0161.and adjusted in June 1991.
 ES0161
 ES0161.The geoid height was determined by GEOID03.
 ES0161
 ES0161.The dynamic height is computed by dividing the NAVD 88
 ES0161.geopotential number by the normal gravity value computed on the
 ES0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0161.degrees latitude (g = 980.6199 gals.).
 ES0161
 ES0161.The modeled gravity was interpolated from observed gravity values.
 ES0161
 ES0161;                    North         East    Units  Estimated Accuracy
 ES0161;SPC AZ E     -   355,330.      221,270.      MT  (+/- 180 meters Scaled)
 ES0161
 ES0161                          SUPERSEDED SURVEY CONTROL
 ES0161
 ES0161  NGVD 29 (??/??/92) 2009.889  (m)         6594.11   (f) ADJ UNCH    2 0
 ES0161
 ES0161.Superseded values are not recommended for survey control.
 ES0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0161.See file dsdata.txt to determine how the superseded data were derived.
 ES0161
 ES0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC846852(NAD 83)
 ES0161_MARKER: P = PIPE CAP
 ES0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0161_STAMPING: 6401.81
 ES0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0161
 ES0161  HISTORY     - Date     Condition        Report By
 ES0161  HISTORY     - UNK      MONUMENTED       BPR
 ES0161  HISTORY     - 1960     GOOD             NGS
 ES0161
 ES0161                          STATION DESCRIPTION
 ES0161
 ES0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0161'5.1 MI SW FROM SHOW LOW.
 ES0161'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0161'SHOW LOW, THENCE 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0161'HIGHWAY 77, AT THE ENTRANCE TO THE FORT APACHE INDIAN RESERVATION, IN
 ES0161'SECTION 2, R 21 E, T 9 N, 67 FEET NORTHWEST OF THE CENTER LINE OF THE
 ES0161'HIGHWAY, 121 FEET SOUTHWEST OF THE CENTER LINE OF A RIM ROAD, 6 FEET
 ES0161'SOUTHWEST OF A FENCE, 35 FEET SOUTHEAST OF A FENCE, ABOUT 2 FEET ABOVE
 ES0161'THE HIGHWAY, AND ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 12
 ES0161'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0349 ***********************************************************************
 FS0349  DESIGNATION -  642+50
 FS0349  PID         -  FS0349
 FS0349  STATE/COUNTY-  AZ/MOHAVE
 FS0349  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0349
 FS0349                         *CURRENT SURVEY CONTROL
 FS0349  ___________________________________________________________________
 FS0349* NAD 83(1986)-  35 31 07.     (N)    114 20 51.     (W)     SCALED    
 FS0349* NAVD 88     -       917.306  (meters)    3009.53   (feet)  POSTED    
 FS0349  ___________________________________________________________________
 FS0349  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0349  DYNAMIC HT  -         916.250 (meters)    3006.06  (feet)  COMP
 FS0349  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 FS0349
 FS0349  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0349
 FS0349.The horizontal coordinates were scaled from a topographic map and have
 FS0349.an estimated accuracy of +/- 6 seconds.
 FS0349
 FS0349.The orthometric height was determined by differential leveling
 FS0349.and adjusted by the  in 1992.
 FS0349.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0349.rate of 3.1 thru 4.0 mm/km.
 FS0349
 FS0349.The geoid height was determined by GEOID03.
 FS0349
 FS0349.The dynamic height is computed by dividing the NAVD 88
 FS0349.geopotential number by the normal gravity value computed on the
 FS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0349.degrees latitude (g = 980.6199 gals.).
 FS0349
 FS0349.The modeled gravity was interpolated from observed gravity values.
 FS0349
 FS0349;                    North         East    Units  Estimated Accuracy
 FS0349;SPC AZ W     -   501,290.      159,170.      MT  (+/- 180 meters Scaled)
 FS0349
 FS0349                          SUPERSEDED SURVEY CONTROL
 FS0349
 FS0349  NGVD 29 (??/??/92)  916.527  (m)         3006.97   (f) ADJ UNCH    1 1
 FS0349
 FS0349.Superseded values are not recommended for survey control.
 FS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0349.See file dsdata.txt to determine how the superseded data were derived.
 FS0349
 FS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV405337(NAD 83)
 FS0349_MARKER: DD = SURVEY DISK
 FS0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0349_SP_SET: CULVERT
 FS0349_STAMPING: 642+50 3007.58 1935
 FS0349_MARK LOGO: AZHD  
 FS0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0349
 FS0349  HISTORY     - Date     Condition        Report By
 FS0349  HISTORY     - 1935     MONUMENTED       AZHD
 FS0349  HISTORY     - 1949     GOOD             NGS
 FS0349  HISTORY     - 1982     GOOD             NGS
 FS0349
 FS0349                          STATION DESCRIPTION
 FS0349
 FS0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0349'9.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0349'9.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0349'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 76 FEET NORTH OF
 FS0349'MILEPOST 43, AT A DOUBLE 30-INCH CORRUGATED METAL PIPE CULVERT,
 FS0349'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE
 FS0349'HEAD WALL, 15.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0349'AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0349
 FS0349                          STATION RECOVERY (1982)
 FS0349
 FS0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0349'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0814 ***********************************************************************
 DV0814  DESIGNATION -  643+00
 DV0814  PID         -  DV0814
 DV0814  STATE/COUNTY-  AZ/MARICOPA
 DV0814  USGS QUAD   -  COTTON CENTER (1973)
 DV0814
 DV0814                         *CURRENT SURVEY CONTROL
 DV0814  ___________________________________________________________________
 DV0814* NAD 83(1986)-  33 06 18.     (N)    112 40 00.     (W)     SCALED    
 DV0814* NAVD 88     -       224.36   (+/-2cm)     736.1    (feet)  VERTCON   
 DV0814  ___________________________________________________________________
 DV0814  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV0814  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0814
 DV0814.The horizontal coordinates were scaled from a topographic map and have
 DV0814.an estimated accuracy of +/- 6 seconds.
 DV0814
 DV0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0814.The vertical order pertains to the NGVD 29 superseded value.
 DV0814
 DV0814.The geoid height was determined by GEOID03.
 DV0814
 DV0814;                    North         East    Units  Estimated Accuracy
 DV0814;SPC AZ C     -   233,650.      143,360.      MT  (+/- 180 meters Scaled)
 DV0814
 DV0814                          SUPERSEDED SURVEY CONTROL
 DV0814
 DV0814  NGVD 29 (??/??/92)  223.725  (m)          734.00   (f) ADJ UNCH    1 2
 DV0814
 DV0814.Superseded values are not recommended for survey control.
 DV0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0814.See file dsdata.txt to determine how the superseded data were derived.
 DV0814
 DV0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444641(NAD 83)
 DV0814_MARKER: DD = SURVEY DISK
 DV0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0814_SP_SET: CULVERT
 DV0814_STAMPING: 643+00 734.08 30
 DV0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0814
 DV0814  HISTORY     - Date     Condition        Report By
 DV0814  HISTORY     - UNK      MONUMENTED       AZHD
 DV0814  HISTORY     - 1967     GOOD             NGS
 DV0814  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0814  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV0814
 DV0814                          STATION DESCRIPTION
 DV0814
 DV0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0814'12.15 MI N FROM GILA BEND.
 DV0814'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0814'GILA BEND, THENCE 11.3 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0814'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 3, T 4 S, R 4 W, ABOUT 0.25
 DV0814'MILE NORTH OF A JUNCTION OF THE HIGHWAY AND A ROAD LEADING WEST, 16
 DV0814'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 145 FEET SOUTHEAST OF
 DV0814'POWER POLE NUMBER 3-15, SET IN THE CENTER OF THE TOP OF THE EAST
 DV0814'CONCRETE HEAD WALL OF A 30-INCH CORRUGATED METAL CULVERT, ABOUT 1 FOOT
 DV0814'BELOW THE LEVEL OF THE HIGHWAY.
 DV0814
 DV0814                          STATION RECOVERY (1981)
 DV0814
 DV0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0814'NEW HEADWALL AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
 DV0814
 DV0814                          STATION RECOVERY (2007)
 DV0814
 DV0814'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0100 ***********************************************************************
 FR0100  DESIGNATION -  6463
 FR0100  PID         -  FR0100
 FR0100  STATE/COUNTY-  AZ/COCONINO
 FR0100  USGS QUAD   -  HOWARD MESA (1989)
 FR0100
 FR0100                         *CURRENT SURVEY CONTROL
 FR0100  ___________________________________________________________________
 FR0100* NAD 83(1986)-  35 23 49.     (N)    112 10 17.     (W)     SCALED    
 FR0100* NAVD 88     -      1969.728  (meters)    6462.35   (feet)  POSTED    
 FR0100  ___________________________________________________________________
 FR0100  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0100  DYNAMIC HT  -        1967.020 (meters)    6453.46  (feet)  COMP
 FR0100  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 FR0100
 FR0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0100
 FR0100.The horizontal coordinates were scaled from a topographic map and have
 FR0100.an estimated accuracy of +/- 6 seconds.
 FR0100
 FR0100.The orthometric height was determined by differential leveling
 FR0100.and adjusted by the  in 1992.
 FR0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0100.rate of 0.0 thru 1.0 mm/km.
 FR0100
 FR0100.The geoid height was determined by GEOID03.
 FR0100
 FR0100.The dynamic height is computed by dividing the NAVD 88
 FR0100.geopotential number by the normal gravity value computed on the
 FR0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0100.degrees latitude (g = 980.6199 gals.).
 FR0100
 FR0100.The modeled gravity was interpolated from observed gravity values.
 FR0100
 FR0100;                    North         East    Units  Estimated Accuracy
 FR0100;SPC AZ C     -   487,640.      190,220.      MT  (+/- 180 meters Scaled)
 FR0100
 FR0100                          SUPERSEDED SURVEY CONTROL
 FR0100
 FR0100  NGVD 29 (??/??/92) 1968.768  (m)         6459.20   (f) ADJ UNCH    2 0
 FR0100
 FR0100.Superseded values are not recommended for survey control.
 FR0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0100.See file dsdata.txt to determine how the superseded data were derived.
 FR0100
 FR0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE936176(NAD 83)
 FR0100_MARKER: P = PIPE CAP
 FR0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0100_STAMPING: 6463 CANYON
 FR0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0100
 FR0100  HISTORY     - Date     Condition        Report By
 FR0100  HISTORY     - UNK      MONUMENTED       USGS
 FR0100  HISTORY     - 1934     GOOD             NGS
 FR0100
 FR0100                          STATION DESCRIPTION
 FR0100
 FR0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0100'11.0 MI N FROM WILLIAMS.
 FR0100'11.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0100'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 1 POLE SOUTH OF
 FR0100'MILEAGE POST 10-1/2, 26 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 FR0100'3 FEET SOUTH OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0100'CAP, STAMPED 6463 CANYON AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FR0100'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0807 ***********************************************************************
 CZ0807  DESIGNATION -  649+60
 CZ0807  PID         -  CZ0807
 CZ0807  STATE/COUNTY-  AZ/PIMA
 CZ0807  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0807
 CZ0807                         *CURRENT SURVEY CONTROL
 CZ0807  ___________________________________________________________________
 CZ0807* NAD 83(1986)-  32 07 10.     (N)    111 12 24.     (W)     SCALED    
 CZ0807* NAVD 88     -       745.51   (+/-2cm)    2445.9    (feet)  VERTCON   
 CZ0807  ___________________________________________________________________
 CZ0807  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0807
 CZ0807.The horizontal coordinates were scaled from a topographic map and have
 CZ0807.an estimated accuracy of +/- 6 seconds.
 CZ0807
 CZ0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0807.The vertical order pertains to the NGVD 29 superseded value.
 CZ0807
 CZ0807.The geoid height was determined by GEOID03.
 CZ0807
 CZ0807;                    North         East    Units  Estimated Accuracy
 CZ0807;SPC AZ C     -   124,330.      280,360.      MT  (+/- 180 meters Scaled)
 CZ0807
 CZ0807                          SUPERSEDED SURVEY CONTROL
 CZ0807
 CZ0807  NGVD 29 (??/??/92)  744.826  (m)         2443.65   (f) ADJ UNCH    2 0
 CZ0807
 CZ0807.Superseded values are not recommended for survey control.
 CZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0807.See file dsdata.txt to determine how the superseded data were derived.
 CZ0807
 CZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA805536(NAD 83)
 CZ0807_MARKER: DD = SURVEY DISK
 CZ0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0807_SP_SET: CULVERT
 CZ0807_STAMPING: 649+60 2444.53
 CZ0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0807
 CZ0807  HISTORY     - Date     Condition        Report By
 CZ0807  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0807  HISTORY     - 1951     GOOD             NGS
 CZ0807
 CZ0807                          STATION DESCRIPTION
 CZ0807
 CZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0807'15.2 MI SW FROM TUCSON.
 CZ0807'15.2 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0807'STATE HIGHWAY 86, 2.5 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0807'AIRPORT, SET IN THE TOP OF AND IN THE CENTER OF THE NORTHWEST HEADWALL
 CZ0807'OF A 6 BY 6 FOOT CONCRETE CULVERT, 23 YARDS NORTH OF A TELEPHONE POLE,
 CZ0807'14 FEET NORTHWEST AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0183 ***********************************************************************
 FQ0183  DESIGNATION -  6490.92
 FQ0183  PID         -  FQ0183
 FQ0183  STATE/COUNTY-  AZ/COCONINO
 FQ0183  USGS QUAD   -  WINONA (1974)
 FQ0183
 FQ0183                         *CURRENT SURVEY CONTROL
 FQ0183  ___________________________________________________________________
 FQ0183* NAD 83(1986)-  35 12 14.     (N)    111 29 19.     (W)     SCALED    
 FQ0183* NAVD 88     -      1979.527  (meters)    6494.50   (feet)  ADJUSTED  
 FQ0183  ___________________________________________________________________
 FQ0183  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FQ0183  DYNAMIC HT  -        1976.715 (meters)    6485.27  (feet)  COMP
 FQ0183  MODELED GRAV-     979,142.9   (mgal)                       NAVD 88
 FQ0183
 FQ0183  VERT ORDER  -  FIRST     CLASS II
 FQ0183
 FQ0183.The horizontal coordinates were scaled from a topographic map and have
 FQ0183.an estimated accuracy of +/- 6 seconds.
 FQ0183
 FQ0183.The orthometric height was determined by differential leveling
 FQ0183.and adjusted in June 1991.
 FQ0183.WARNING-Repeat measurements at this control monument indicate possible
 FQ0183.vertical movement.
 FQ0183
 FQ0183.The geoid height was determined by GEOID03.
 FQ0183
 FQ0183.The dynamic height is computed by dividing the NAVD 88
 FQ0183.geopotential number by the normal gravity value computed on the
 FQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0183.degrees latitude (g = 980.6199 gals.).
 FQ0183
 FQ0183.The modeled gravity was interpolated from observed gravity values.
 FQ0183
 FQ0183;                    North         East    Units  Estimated Accuracy
 FQ0183;SPC AZ C     -   466,280.      252,340.      MT  (+/- 180 meters Scaled)
 FQ0183
 FQ0183                          SUPERSEDED SURVEY CONTROL
 FQ0183
 FQ0183  NGVD 29 (??/??/92) 1978.511  (m)         6491.16   (f) ADJ UNCH    1 2
 FQ0183
 FQ0183.Superseded values are not recommended for survey control.
 FQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0183.See file dsdata.txt to determine how the superseded data were derived.
 FQ0183
 FQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD555957(NAD 83)
 FQ0183_MARKER: DD = SURVEY DISK
 FQ0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0183_SP_SET: BRIDGE
 FQ0183_STAMPING: ELEV. 6490.92 STA.
 FQ0183_MARK LOGO: AZHD  
 FQ0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0183
 FQ0183  HISTORY     - Date     Condition        Report By
 FQ0183  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0183  HISTORY     - 1958     GOOD             NGS
 FQ0183  HISTORY     - 1983     GOOD             NGS
 FQ0183
 FQ0183                          STATION DESCRIPTION
 FQ0183
 FQ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0183'10.3 MI E FROM FLAGSTAFF.
 FQ0183'10.3 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0183'IN FLAGSTAFF, 1.55 MILES EAST OF A ROAD LEADING SOUTH TO WALNUT
 FQ0183'CANYON, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SOUTH HEADWALL
 FQ0183'OF A CONCRETE BRIDGE ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FQ0183
 FQ0183                          STATION RECOVERY (1983)
 FQ0183
 FQ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0183'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0183'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0183'IN FLAGSTAFF, THENCE 2.7 KM (1.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY
 FQ0183'40, 1.1 KM (0.7 MI) WEST OF THE COSNINO ROAD OVERPASS, IN THE CENTER
 FQ0183'OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT AND 8.0
 FQ0183'METERS (26.2 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 FQ0183'THE HIGHWAY.
 FQ0183'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0239 ***********************************************************************
 FQ0239  DESIGNATION -  6493.9
 FQ0239  PID         -  FQ0239
 FQ0239  STATE/COUNTY-  AZ/COCONINO
 FQ0239  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0239
 FQ0239                         *CURRENT SURVEY CONTROL
 FQ0239  ___________________________________________________________________
 FQ0239* NAD 83(1986)-  35 03 18.     (N)    111 43 47.     (W)     SCALED    
 FQ0239* NAVD 88     -      1980.310  (meters)    6497.07   (feet)  ADJUSTED  
 FQ0239  ___________________________________________________________________
 FQ0239  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FQ0239  DYNAMIC HT  -        1977.530 (meters)    6487.95  (feet)  COMP
 FQ0239  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 FQ0239
 FQ0239  VERT ORDER  -  FIRST     CLASS II
 FQ0239
 FQ0239.The horizontal coordinates were scaled from a topographic map and have
 FQ0239.an estimated accuracy of +/- 6 seconds.
 FQ0239
 FQ0239.The orthometric height was determined by differential leveling
 FQ0239.and adjusted in June 1991.
 FQ0239
 FQ0239.The geoid height was determined by GEOID03.
 FQ0239
 FQ0239.The dynamic height is computed by dividing the NAVD 88
 FQ0239.geopotential number by the normal gravity value computed on the
 FQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0239.degrees latitude (g = 980.6199 gals.).
 FQ0239
 FQ0239.The modeled gravity was interpolated from observed gravity values.
 FQ0239
 FQ0239;                    North         East    Units  Estimated Accuracy
 FQ0239;SPC AZ C     -   449,690.      230,410.      MT  (+/- 180 meters Scaled)
 FQ0239
 FQ0239                          SUPERSEDED SURVEY CONTROL
 FQ0239
 FQ0239  NGVD 29 (??/??/92) 1979.328  (m)         6493.85   (f) ADJ UNCH    1 2
 FQ0239
 FQ0239.Superseded values are not recommended for survey control.
 FQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0239.See file dsdata.txt to determine how the superseded data were derived.
 FQ0239
 FQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334793(NAD 83)
 FQ0239_MARKER: Z = SEE DESCRIPTION
 FQ0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0239_SP_SET: TREE
 FQ0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0239
 FQ0239  HISTORY     - Date     Condition        Report By
 FQ0239  HISTORY     - UNK      MONUMENTED       USGS
 FQ0239  HISTORY     - 1933     GOOD             NGS
 FQ0239
 FQ0239                          STATION DESCRIPTION
 FQ0239
 FQ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0239'13.9 MI S FROM FLAGSTAFF.
 FQ0239'ABOUT 13.9 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0239'FLAGSTAFF, COCONINO COUNTY, ABOUT 2.1 MILES NORTH OF THE SUMMIT OF THE
 FQ0239'OAK CREEK GRADE, ABOUT 200 FEET WEST OF A ROCK BLUFF ON THE NORTH SIDE
 FQ0239'OF THE HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 FQ0239'IN THE ROOT OF A 36-INCH PINE TREE PAINTED U.S.B.M. 6493.9. THREE
 FQ0239'NAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0854 ***********************************************************************
 DV0854  DESIGNATION -  65 A
 DV0854  PID         -  DV0854
 DV0854  STATE/COUNTY-  AZ/MARICOPA
 DV0854  USGS QUAD   -  TONOPAH (1984)
 DV0854
 DV0854                         *CURRENT SURVEY CONTROL
 DV0854  ___________________________________________________________________
 DV0854* NAD 83(1986)-  33 29 12.     (N)    112 53 32.     (W)     SCALED    
 DV0854* NAVD 88     -       333.65   (+/-2cm)    1094.7    (feet)  VERTCON   
 DV0854  ___________________________________________________________________
 DV0854  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0854
 DV0854.The horizontal coordinates were scaled from a topographic map and have
 DV0854.an estimated accuracy of +/- 6 seconds.
 DV0854
 DV0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0854.The vertical order pertains to the NGVD 29 superseded value.
 DV0854
 DV0854.The geoid height was determined by GEOID03.
 DV0854
 DV0854;                    North         East    Units  Estimated Accuracy
 DV0854;SPC AZ C     -   276,150.      122,700.      MT  (+/- 180 meters Scaled)
 DV0854
 DV0854                          SUPERSEDED SURVEY CONTROL
 DV0854
 DV0854  NGVD 29 (??/??/92)  333.032  (m)         1092.62   (f) ADJ UNCH    2 0
 DV0854
 DV0854.Superseded values are not recommended for survey control.
 DV0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0854.See file dsdata.txt to determine how the superseded data were derived.
 DV0854
 DV0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC242068(NAD 83)
 DV0854_MARKER: DD = SURVEY DISK
 DV0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0854_STAMPING: 65 A 1962
 DV0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0854+STABILITY: SURFACE MOTION
 DV0854
 DV0854  HISTORY     - Date     Condition        Report By
 DV0854  HISTORY     - 1962     MONUMENTED       AZHD
 DV0854  HISTORY     - 1962     GOOD             NGS
 DV0854
 DV0854                          STATION DESCRIPTION
 DV0854
 DV0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0854'2.5 MI SE FROM TONOPAH.
 DV0854'0.5 MILE EAST-SOUTHEAST OF Q 415 65.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0854'DISK STAMPED 65 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0854'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0854'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0636 ***********************************************************************
 ER0636  DESIGNATION -  65 BKC
 ER0636  PID         -  ER0636
 ER0636  STATE/COUNTY-  AZ/APACHE
 ER0636  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0636
 ER0636                         *CURRENT SURVEY CONTROL
 ER0636  ___________________________________________________________________
 ER0636* NAD 83(1986)-  34 11 23.     (N)    109 20 48.     (W)     SCALED    
 ER0636* NAVD 88     -      2071.793  (meters)    6797.21   (feet)  ADJUSTED  
 ER0636  ___________________________________________________________________
 ER0636  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 ER0636  DYNAMIC HT  -        2068.616 (meters)    6786.78  (feet)  COMP
 ER0636  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 ER0636
 ER0636  VERT ORDER  -  SECOND    CLASS 0
 ER0636
 ER0636.The horizontal coordinates were scaled from a topographic map and have
 ER0636.an estimated accuracy of +/- 6 seconds.
 ER0636
 ER0636.The orthometric height was determined by differential leveling
 ER0636.and adjusted in June 1991.
 ER0636
 ER0636.The geoid height was determined by GEOID03.
 ER0636
 ER0636.The dynamic height is computed by dividing the NAVD 88
 ER0636.geopotential number by the normal gravity value computed on the
 ER0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0636.degrees latitude (g = 980.6199 gals.).
 ER0636
 ER0636.The modeled gravity was interpolated from observed gravity values.
 ER0636
 ER0636;                    North         East    Units  Estimated Accuracy
 ER0636;SPC AZ E     -   354,000.      288,940.      MT  (+/- 180 meters Scaled)
 ER0636
 ER0636                          SUPERSEDED SURVEY CONTROL
 ER0636
 ER0636  NGVD 29 (??/??/92) 2070.86   (m)         6794.1    (f) COMPUTED    2 0
 ER0636
 ER0636.Superseded values are not recommended for survey control.
 ER0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0636.See file dsdata.txt to determine how the superseded data were derived.
 ER0636
 ER0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC523844(NAD 83)
 ER0636_MARKER: DB = BENCH MARK DISK
 ER0636_SETTING: 66 = SET IN ROCK OUTCROP
 ER0636_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0636_STAMPING: 65 BKC 1968 6794
 ER0636_MARK LOGO: USGS  
 ER0636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0636+STABILITY: POSITION/ELEVATION WELL
 ER0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0636+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0636
 ER0636  HISTORY     - Date     Condition        Report By
 ER0636  HISTORY     - 1968     MONUMENTED       USGS
 ER0636
 ER0636                          STATION DESCRIPTION
 ER0636
 ER0636'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0636'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 5.9 MILES
 ER0636'NORTHWEST ALONG U S HIGHWAY 60, 71 FEET NORTH OF THE HIGHWAY, 6.6
 ER0636'FEET SOUTHWEST OF A WITNESS MARKER, 3.3 FEET SOUTH OF A FENCE, SET IN
 ER0636'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1015 ***********************************************************************
 FR1015  DESIGNATION -  65 EMH
 FR1015  PID         -  FR1015
 FR1015  STATE/COUNTY-  AZ/COCONINO
 FR1015  USGS QUAD   -  EAGLE NEST MTN (1973)
 FR1015
 FR1015                         *CURRENT SURVEY CONTROL
 FR1015  ___________________________________________________________________
 FR1015* NAD 83(1986)-  35 26 43.     (N)    112 36 58.     (W)     SCALED    
 FR1015* NAVD 88     -      1786.251  (meters)    5860.39   (feet)  POSTED    
 FR1015  ___________________________________________________________________
 FR1015  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 FR1015  DYNAMIC HT  -        1783.880 (meters)    5852.61  (feet)  COMP
 FR1015  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 FR1015
 FR1015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1015
 FR1015.The horizontal coordinates were scaled from a topographic map and have
 FR1015.an estimated accuracy of +/- 6 seconds.
 FR1015
 FR1015.The orthometric height was determined by differential leveling
 FR1015.and adjusted by the  in 1992.
 FR1015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1015.rate of 0.0 thru 1.0 mm/km.
 FR1015
 FR1015.The geoid height was determined by GEOID03.
 FR1015
 FR1015.The dynamic height is computed by dividing the NAVD 88
 FR1015.geopotential number by the normal gravity value computed on the
 FR1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1015.degrees latitude (g = 980.6199 gals.).
 FR1015
 FR1015.The modeled gravity was interpolated from observed gravity values.
 FR1015
 FR1015;                    North         East    Units  Estimated Accuracy
 FR1015;SPC AZ C     -   493,200.      149,860.      MT  (+/- 180 meters Scaled)
 FR1015
 FR1015                          SUPERSEDED SURVEY CONTROL
 FR1015
 FR1015.No superseded survey control is available for this station.
 FR1015
 FR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE533236(NAD 83)
 FR1015_MARKER: DB = BENCH MARK DISK
 FR1015_SETTING: 66 = SET IN ROCK OUTCROP
 FR1015_SP_SET: BEDROCK
 FR1015_STAMPING: 65 EMH 1973 5857
 FR1015_MARK LOGO: USGS  
 FR1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1015+STABILITY: POSITION/ELEVATION WELL
 FR1015
 FR1015  HISTORY     - Date     Condition        Report By
 FR1015  HISTORY     - 1973     MONUMENTED       USGS
 FR1015
 FR1015                          STATION DESCRIPTION
 FR1015
 FR1015'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1015'46.2 KM (28.70 MI) NNE FROM SELIGMAN.
 FR1015'FROM THE GATE AT SEVEN RANCH, PROCEED 1.4 MILES NORTHWEST ALONG A
 FR1015'DIRT ROAD, 0.75 MILES NORTHWEST OF A ROAD FORK WEST, AT A SADDLE IN
 FR1015'THE ROAD, 68 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN A ROCK
 FR1015'OUTCROP LEVEL WITH THE GROUND.
 FR1015'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0657 ***********************************************************************
 FP0657  DESIGNATION -  65 HLS
 FP0657  PID         -  FP0657
 FP0657  STATE/COUNTY-  AZ/APACHE
 FP0657  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0657
 FP0657                         *CURRENT SURVEY CONTROL
 FP0657  ___________________________________________________________________
 FP0657* NAD 83(1986)-  35 19 07.     (N)    109 27 03.     (W)     SCALED    
 FP0657* NAVD 88     -      1911.683  (meters)    6271.91   (feet)  ADJUSTED  
 FP0657  ___________________________________________________________________
 FP0657  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 FP0657  DYNAMIC HT  -        1908.999 (meters)    6263.11  (feet)  COMP
 FP0657  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 FP0657
 FP0657  VERT ORDER  -  SECOND    CLASS II
 FP0657
 FP0657.The horizontal coordinates were scaled from a topographic map and have
 FP0657.an estimated accuracy of +/- 6 seconds.
 FP0657
 FP0657.The orthometric height was determined by differential leveling
 FP0657.and adjusted in June 1991.
 FP0657
 FP0657.The geoid height was determined by GEOID03.
 FP0657
 FP0657.The dynamic height is computed by dividing the NAVD 88
 FP0657.geopotential number by the normal gravity value computed on the
 FP0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0657.degrees latitude (g = 980.6199 gals.).
 FP0657
 FP0657.The modeled gravity was interpolated from observed gravity values.
 FP0657
 FP0657;                    North         East    Units  Estimated Accuracy
 FP0657;SPC AZ E     -   479,150.      278,450.      MT  (+/- 180 meters Scaled)
 FP0657
 FP0657                          SUPERSEDED SURVEY CONTROL
 FP0657
 FP0657.No superseded survey control is available for this station.
 FP0657
 FP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE408094(NAD 83)
 FP0657_MARKER: DB = BENCH MARK DISK
 FP0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0657_SP_SET: COPPER-CLAD STEEL ROD
 FP0657_STAMPING: 65 HLS 1970 6268
 FP0657_MARK LOGO: USGS  
 FP0657_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0657+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0657
 FP0657  HISTORY     - Date     Condition        Report By
 FP0657  HISTORY     - 1970     MONUMENTED       USGS
 FP0657
 FP0657                          STATION DESCRIPTION
 FP0657
 FP0657'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0657'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0657'PROCEED 9.0 MILES NORTH ALONG STATE HIGHWAY 63, 73 FEET EAST OF THE
 FP0657'HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0657'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1656 ***********************************************************************
 DU1656  DESIGNATION -  65.4
 DU1656  PID         -  DU1656
 DU1656  STATE/COUNTY-  AZ/MARICOPA
 DU1656  USGS QUAD   -  MESA (1982)
 DU1656
 DU1656                         *CURRENT SURVEY CONTROL
 DU1656  ___________________________________________________________________
 DU1656* NAD 83(1986)-  33 23 11.     (N)    111 45 13.     (W)     SCALED    
 DU1656* NAVD 88     -       384.943  (meters)    1262.93   (feet)  ADJUSTED  
 DU1656  ___________________________________________________________________
 DU1656  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1656  DYNAMIC HT  -         384.485 (meters)    1261.43  (feet)  COMP
 DU1656  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 DU1656
 DU1656  VERT ORDER  -  SECOND    CLASS I
 DU1656
 DU1656.The horizontal coordinates were scaled from a topographic map and have
 DU1656.an estimated accuracy of +/- 6 seconds.
 DU1656
 DU1656.The orthometric height was determined by differential leveling
 DU1656.and adjusted in January 1998.
 DU1656
 DU1656.The geoid height was determined by GEOID03.
 DU1656
 DU1656.The dynamic height is computed by dividing the NAVD 88
 DU1656.geopotential number by the normal gravity value computed on the
 DU1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1656.degrees latitude (g = 980.6199 gals.).
 DU1656
 DU1656.The modeled gravity was interpolated from observed gravity values.
 DU1656
 DU1656;                    North         East    Units  Estimated Accuracy
 DU1656;SPC AZ C     -   264,610.      228,530.      MT  (+/- 180 meters Scaled)
 DU1656
 DU1656                          SUPERSEDED SURVEY CONTROL
 DU1656
 DU1656  NAVD 88 (11/29/93)  384.930  (m)         1262.89   (f) UNKNOWN     2 1
 DU1656
 DU1656.Superseded values are not recommended for survey control.
 DU1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1656.See file dsdata.txt to determine how the superseded data were derived.
 DU1656
 DU1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB299943(NAD 83)
 DU1656_MARKER: I = METAL ROD
 DU1656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1656+WITH SETTING: INFORMATION.
 DU1656_SP_SET: REBAR
 DU1656_MARK LOGO: AZDT  
 DU1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1656
 DU1656  HISTORY     - Date     Condition        Report By
 DU1656  HISTORY     - UNK      MONUMENTED       AZDT
 DU1656  HISTORY     - 1981     GOOD             AZDT
 DU1656  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1656  HISTORY     - 19941217 MARK NOT FOUND   USPSQD
 DU1656  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1656  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1656
 DU1656                          STATION DESCRIPTION
 DU1656
 DU1656'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1656'IN MESA.
 DU1656'IN MESA, 2 MI (3.2 KM) SOUTH OF JUNCTION OF U.S.60 AND POWER ROAD,
 DU1656'THENCE 4 MI (6.4KM) WEST ALONG SUPERSTITION FREEWAY CORRIDOR TO VAL
 DU1656'VISTA DRIVE, ALONG THE WEST SIDE OF VAL VISTA ROAD, 0.5 MI (0.81 KM)
 DU1656'SOUTH OF SOUTHERN AVE, 170 FT (51.81 METERS) SOUTH OF A FIELD ROAD
 DU1656'WEST, 30 FT (9.14 METERS) WEST OF THE CENTERLINE OF VAL VISTA, 1 FT
 DU1656'(.30 METERS) WEST OF A WOVEN WIRE FENCE, A REBAR UP 0.1 FT.
 DU1656
 DU1656                          STATION RECOVERY (1994)
 DU1656
 DU1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1656'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1656
 DU1656                          STATION RECOVERY (1994)
 DU1656
 DU1656'RECOVERY NOTE BY US POWER SQUADRON 1994
 DU1656'MARK NOT FOUND.
 DU1656
 DU1656                          STATION RECOVERY (2006)
 DU1656
 DU1656'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1656'THERE IS NO FIELD ROAD IN THE AREA OF BRIDGE WHERE VAL VISTA CROSSES
 DU1656'OVER THE SUPERSTITION FREEWAY. ALSO THERE IS NO WOVEN WIRE FENCE.
 DU1656
 DU1656                          STATION RECOVERY (2008)
 DU1656
 DU1656'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1656'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1656'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0346 ***********************************************************************
 FS0346  DESIGNATION -  651+00
 FS0346  PID         -  FS0346
 FS0346  STATE/COUNTY-  AZ/MOHAVE
 FS0346  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0346
 FS0346                         *CURRENT SURVEY CONTROL
 FS0346  ___________________________________________________________________
 FS0346* NAD 83(1986)-  35 31 12.     (N)    114 20 53.     (W)     SCALED    
 FS0346* NAVD 88     -       916.114  (meters)    3005.62   (feet)  POSTED    
 FS0346  ___________________________________________________________________
 FS0346  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0346  DYNAMIC HT  -         915.060 (meters)    3002.16  (feet)  COMP
 FS0346  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 FS0346
 FS0346  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0346
 FS0346.The horizontal coordinates were scaled from a topographic map and have
 FS0346.an estimated accuracy of +/- 6 seconds.
 FS0346
 FS0346.The orthometric height was determined by differential leveling
 FS0346.and adjusted by the  in 1992.
 FS0346.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0346.rate of 3.1 thru 4.0 mm/km.
 FS0346
 FS0346.The geoid height was determined by GEOID03.
 FS0346
 FS0346.The dynamic height is computed by dividing the NAVD 88
 FS0346.geopotential number by the normal gravity value computed on the
 FS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0346.degrees latitude (g = 980.6199 gals.).
 FS0346
 FS0346.The modeled gravity was interpolated from observed gravity values.
 FS0346
 FS0346;                    North         East    Units  Estimated Accuracy
 FS0346;SPC AZ W     -   501,440.      159,120.      MT  (+/- 180 meters Scaled)
 FS0346
 FS0346                          SUPERSEDED SURVEY CONTROL
 FS0346
 FS0346  NGVD 29 (??/??/92)  915.336  (m)         3003.06   (f) ADJ UNCH    1 1
 FS0346
 FS0346.Superseded values are not recommended for survey control.
 FS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0346.See file dsdata.txt to determine how the superseded data were derived.
 FS0346
 FS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV404339(NAD 83)
 FS0346_MARKER: DD = SURVEY DISK
 FS0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0346_SP_SET: CULVERT
 FS0346_STAMPING: 651+00 3003-68 1935
 FS0346_MARK LOGO: AZHD  
 FS0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0346
 FS0346  HISTORY     - Date     Condition        Report By
 FS0346  HISTORY     - 1935     MONUMENTED       AZHD
 FS0346  HISTORY     - 1949     GOOD             NGS
 FS0346  HISTORY     - 1982     GOOD             NGS
 FS0346
 FS0346                          STATION DESCRIPTION
 FS0346
 FS0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0346'10 MI NW FROM GRASSHOPPER JUNCTION.
 FS0346'10.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0346'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8- FOOT
 FS0346'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0346'SOUTHWEST HEAD WALL, 14.6 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0346'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0346
 FS0346                          STATION RECOVERY (1982)
 FS0346
 FS0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0346'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0558 ***********************************************************************
 CZ0558  DESIGNATION -  651+14.6
 CZ0558  PID         -  CZ0558
 CZ0558  STATE/COUNTY-  AZ/PIMA
 CZ0558  USGS QUAD   -  JAYNES (1992)
 CZ0558
 CZ0558                         *CURRENT SURVEY CONTROL
 CZ0558  ___________________________________________________________________
 CZ0558* NAD 83(1986)-  32 17 07.     (N)    111 01 16.     (W)     SCALED    
 CZ0558* NAVD 88     -       689.674  (meters)    2262.71   (feet)  ADJUSTED  
 CZ0558  ___________________________________________________________________
 CZ0558  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0558  DYNAMIC HT  -         688.736 (meters)    2259.63  (feet)  COMP
 CZ0558  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 CZ0558
 CZ0558  VERT ORDER  -  FIRST     CLASS II
 CZ0558
 CZ0558.The horizontal coordinates were scaled from a topographic map and have
 CZ0558.an estimated accuracy of +/- 6 seconds.
 CZ0558
 CZ0558.The orthometric height was determined by differential leveling
 CZ0558.and adjusted in June 1991.
 CZ0558
 CZ0558.The geoid height was determined by GEOID03.
 CZ0558
 CZ0558.The dynamic height is computed by dividing the NAVD 88
 CZ0558.geopotential number by the normal gravity value computed on the
 CZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0558.degrees latitude (g = 980.6199 gals.).
 CZ0558
 CZ0558.The modeled gravity was interpolated from observed gravity values.
 CZ0558
 CZ0558;                    North         East    Units  Estimated Accuracy
 CZ0558;SPC AZ C     -   142,850.      297,710.      MT  (+/- 180 meters Scaled)
 CZ0558
 CZ0558                          SUPERSEDED SURVEY CONTROL
 CZ0558
 CZ0558  NGVD 29 (??/??/92)  688.993  (m)         2260.47   (f) ADJ UNCH    1 2
 CZ0558
 CZ0558.Superseded values are not recommended for survey control.
 CZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0558.See file dsdata.txt to determine how the superseded data were derived.
 CZ0558
 CZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA980720(NAD 83)
 CZ0558_MARKER: DD = SURVEY DISK
 CZ0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0558_SP_SET: CULVERT
 CZ0558_STAMPING: 2261.18 1930 651+14.6
 CZ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0558
 CZ0558  HISTORY     - Date     Condition        Report By
 CZ0558  HISTORY     - 1930     MONUMENTED       AZHD
 CZ0558  HISTORY     - 1951     GOOD             NGS
 CZ0558  HISTORY     - 1960     GOOD             NGS
 CZ0558  HISTORY     - 1980     GOOD             NGS
 CZ0558  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0558
 CZ0558                          STATION DESCRIPTION
 CZ0558
 CZ0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0558'1.1 MI SE FROM JAYNES.
 CZ0558'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0558'RAILROAD FROM THE STATION AT JAYNES, 0.5 MILE SOUTHEAST OF MILEPOLE
 CZ0558'978, AT RAILROAD MILEAGE 978.49, IN TOP OF THE APPROXIMATE CENTER OF
 CZ0558'THE NORTHEAST HEADWALL OF A CONCRETE BOX-TYPE HIGHWAY CULVERT, 29.7
 CZ0558'FEET SOUTHEAST OF TELEGRAPH POLE 11125 E 51, 16 1/2 FEET NORTHEAST OF
 CZ0558'THE HIGHWAY CENTERLINE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0558
 CZ0558                          STATION RECOVERY (1960)
 CZ0558
 CZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0558'RECOVERED IN GOOD CONDITION.
 CZ0558
 CZ0558                          STATION RECOVERY (1980)
 CZ0558
 CZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0558'8.7 KILOMETERS (5.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0558'RAILROAD FROM THE STATION AT TUCSON, 0.8 KILOMETER (0.5 MILE)
 CZ0558'SOUTHEAST OF MILE POST 978, IN THE TOP AND CENTER OF THE NORTHEAST
 CZ0558'HEADWALL OF A SMALL BOX CULVERT UNDER THE NORTHEAST FRONTAGE ROAD OF
 CZ0558'INTERSTATE HIGHWAY 10, 22.2 METERS (73 FEET) SOUTHWEST OF THE
 CZ0558'SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 9.3 METERS (30.5 FEET)
 CZ0558'SOUTH OF TELEPHONE POLE 11125E51 AND 4.4 METERS (14.6 FEET) NORTHEAST
 CZ0558'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CZ0558'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 CZ0558
 CZ0558                          STATION RECOVERY (2007)
 CZ0558
 CZ0558'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1239 ***********************************************************************
 DV1239  DESIGNATION -  651+74
 DV1239  PID         -  DV1239
 DV1239  STATE/COUNTY-  AZ/MARICOPA
 DV1239  USGS QUAD   -  COTTON CENTER (1973)
 DV1239
 DV1239                         *CURRENT SURVEY CONTROL
 DV1239  ___________________________________________________________________
 DV1239* NAD 83(1986)-  33 06 26.     (N)    112 40 00.     (W)     SCALED    
 DV1239* NAVD 88     -       226.267  (meters)     742.34   (feet)  ADJUSTED  
 DV1239  ___________________________________________________________________
 DV1239  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1239  DYNAMIC HT  -         226.002 (meters)     741.47  (feet)  COMP
 DV1239  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 DV1239
 DV1239  VERT ORDER  -  FIRST     CLASS II
 DV1239
 DV1239.The horizontal coordinates were scaled from a topographic map and have
 DV1239.an estimated accuracy of +/- 6 seconds.
 DV1239
 DV1239.The orthometric height was determined by differential leveling
 DV1239.and adjusted in June 1991.
 DV1239
 DV1239.The geoid height was determined by GEOID03.
 DV1239
 DV1239.The dynamic height is computed by dividing the NAVD 88
 DV1239.geopotential number by the normal gravity value computed on the
 DV1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1239.degrees latitude (g = 980.6199 gals.).
 DV1239
 DV1239.The modeled gravity was interpolated from observed gravity values.
 DV1239
 DV1239;                    North         East    Units  Estimated Accuracy
 DV1239;SPC AZ C     -   233,890.      143,360.      MT  (+/- 180 meters Scaled)
 DV1239
 DV1239                          SUPERSEDED SURVEY CONTROL
 DV1239
 DV1239.No superseded survey control is available for this station.
 DV1239
 DV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444644(NAD 83)
 DV1239_MARKER: DB = BENCH MARK DISK
 DV1239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1239_SP_SET: HEADWALL
 DV1239_STAMPING: 651+74 740.37 30
 DV1239_MARK LOGO: AZHD  
 DV1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1239+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1239
 DV1239  HISTORY     - Date     Condition        Report By
 DV1239  HISTORY     - 1930     MONUMENTED       AZHD
 DV1239  HISTORY     - 1981     GOOD             NGS
 DV1239  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV1239  HISTORY     - 20060129 GOOD             USPSQD
 DV1239  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV1239
 DV1239                          STATION DESCRIPTION
 DV1239
 DV1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1239'19.5 KM (12.1 MI) NORTH FROM GILA BEND.
 DV1239'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1239'STATION AT GILA BEND, THENCE 18.2 KM (11.3 MI) NORTH ALONF THE
 DV1239'ARLINGTON-HASSAYAMPA ROAD, IN TOP AND CENTER OF THE EAST HEADWALL
 DV1239'OF A DOUBLE BOX CULVERT, 0.2 KM (0.1 MI) SOUTH OF AND ACROSS THE
 DV1239'ROAD FROM AN IRRIGATION PUMP, 4.5 METERS (14.8 FT) EAST OF THE
 DV1239'CENTERLINE OF THE ROAD, 28.5 METERS (93.5 FT) NORTHEAST OF AND
 DV1239'ACROSS THE ROAD FROM POWER LINE POLE 3-13.
 DV1239'THE MARK IS 0.15 M BELOW THE ROAD.
 DV1239
 DV1239                          STATION RECOVERY (2006)
 DV1239
 DV1239'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1239'RECOVERED AS DESCRIBED.
 DV1239
 DV1239                          STATION RECOVERY (2006)
 DV1239
 DV1239'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1239'RECOVERED AS DESCRIBED.
 DV1239
 DV1239                          STATION RECOVERY (2007)
 DV1239
 DV1239'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1239'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV1239'MARK. THE CULVERT APPEARS TO HAVE BEEN REBUILT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0032 ***********************************************************************
 GQ0032  DESIGNATION -  6521.65
 GQ0032  PID         -  GQ0032
 GQ0032  STATE/COUNTY-  AZ/COCONINO
 GQ0032  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0032
 GQ0032                         *CURRENT SURVEY CONTROL
 GQ0032  ___________________________________________________________________
 GQ0032* NAD 83(1986)-  36 50 16.     (N)    112 15 19.     (W)     SCALED    
 GQ0032* NAVD 88     -      2005.763  (meters)    6580.57   (feet)  POSTED    
 GQ0032  ___________________________________________________________________
 GQ0032  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 GQ0032  DYNAMIC HT  -        2003.240 (meters)    6572.30  (feet)  COMP
 GQ0032  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 GQ0032
 GQ0032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0032
 GQ0032.The horizontal coordinates were scaled from a topographic map and have
 GQ0032.an estimated accuracy of +/- 6 seconds.
 GQ0032
 GQ0032.The orthometric height was determined by differential leveling
 GQ0032.and adjusted by the  in 1992.
 GQ0032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0032.rate of 0.0 thru 1.0 mm/km.
 GQ0032
 GQ0032.The geoid height was determined by GEOID03.
 GQ0032
 GQ0032.The dynamic height is computed by dividing the NAVD 88
 GQ0032.geopotential number by the normal gravity value computed on the
 GQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0032.degrees latitude (g = 980.6199 gals.).
 GQ0032
 GQ0032.The modeled gravity was interpolated from observed gravity values.
 GQ0032
 GQ0032;                    North         East    Units  Estimated Accuracy
 GQ0032;SPC AZ C     -   647,520.      183,160.      MT  (+/- 180 meters Scaled)
 GQ0032
 GQ0032                          SUPERSEDED SURVEY CONTROL
 GQ0032
 GQ0032  NGVD 29 (??/??/92) 2004.655  (m)         6576.94   (f) ADJ UNCH    1 2
 GQ0032
 GQ0032.Superseded values are not recommended for survey control.
 GQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0032.See file dsdata.txt to determine how the superseded data were derived.
 GQ0032
 GQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF880776(NAD 83)
 GQ0032_MARKER: P = PIPE CAP
 GQ0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0032_STAMPING: 6521.65 261+22.31
 GQ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0032
 GQ0032  HISTORY     - Date     Condition        Report By
 GQ0032  HISTORY     - UNK      MONUMENTED       BPR
 GQ0032  HISTORY     - 1934     GOOD             NGS
 GQ0032
 GQ0032                          STATION DESCRIPTION
 GQ0032
 GQ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0032'18.6 MI SE FROM FREDONIA.
 GQ0032'18.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0032'COUNTY, 34 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET EAST OF
 GQ0032'A TELEPHONE POLE, AND IN LINE WITH THE ROW OF POLES.  A UNITED STATES
 GQ0032'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 6521.65 261+22.31 AND
 GQ0032'FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0888 ***********************************************************************
 FQ0888  DESIGNATION -  6525
 FQ0888  PID         -  FQ0888
 FQ0888  STATE/COUNTY-  AZ/COCONINO
 FQ0888  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0888
 FQ0888                         *CURRENT SURVEY CONTROL
 FQ0888  ___________________________________________________________________
 FQ0888* NAD 83(1986)-  35 25 40.     (N)    111 34 11.     (W)     SCALED    
 FQ0888* NAVD 88     -      1989.812  (meters)    6528.24   (feet)  POSTED    
 FQ0888  ___________________________________________________________________
 FQ0888  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0888  DYNAMIC HT  -        1987.100 (meters)    6519.34  (feet)  COMP
 FQ0888  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 FQ0888
 FQ0888  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0888
 FQ0888.The horizontal coordinates were scaled from a topographic map and have
 FQ0888.an estimated accuracy of +/- 6 seconds.
 FQ0888
 FQ0888.The orthometric height was determined by differential leveling
 FQ0888.and adjusted by the  in 1992.
 FQ0888.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0888.rate of 0.0 thru 1.0 mm/km.
 FQ0888
 FQ0888.The geoid height was determined by GEOID03.
 FQ0888
 FQ0888.The dynamic height is computed by dividing the NAVD 88
 FQ0888.geopotential number by the normal gravity value computed on the
 FQ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0888.degrees latitude (g = 980.6199 gals.).
 FQ0888
 FQ0888.The modeled gravity was interpolated from observed gravity values.
 FQ0888
 FQ0888;                    North         East    Units  Estimated Accuracy
 FQ0888;SPC AZ C     -   491,080.      244,860.      MT  (+/- 180 meters Scaled)
 FQ0888
 FQ0888                          SUPERSEDED SURVEY CONTROL
 FQ0888
 FQ0888  NGVD 29 (??/??/92) 1988.86   (m)         6525.1    (f) COMPUTED    3 0
 FQ0888
 FQ0888.Superseded values are not recommended for survey control.
 FQ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0888.See file dsdata.txt to determine how the superseded data were derived.
 FQ0888
 FQ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE482206(NAD 83)
 FQ0888_MARKER: DD = SURVEY DISK
 FQ0888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0888_SP_SET: CONCRETE HEADWALL
 FQ0888_STAMPING: 6525.43 1936
 FQ0888_MARK LOGO: AZHD  
 FQ0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0888+STABILITY: SURFACE MOTION
 FQ0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0888+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1959
 FQ0888
 FQ0888  HISTORY     - Date     Condition        Report By
 FQ0888  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0888  HISTORY     - 19590214 GOOD             USGS
 FQ0888
 FQ0888                          STATION DESCRIPTION
 FQ0888
 FQ0888'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0888'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0888'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE JUNCTION TO
 FQ0888'DEADMAN FLAT ROAD, 66 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 FQ0888'THE SOUTH CONCRETE HEADWALL OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0808 ***********************************************************************
 CZ0808  DESIGNATION -  654+55
 CZ0808  PID         -  CZ0808
 CZ0808  STATE/COUNTY-  AZ/PIMA
 CZ0808  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0808
 CZ0808                         *CURRENT SURVEY CONTROL
 CZ0808  ___________________________________________________________________
 CZ0808* NAD 83(1986)-  32 07 13.     (N)    111 12 19.     (W)     SCALED    
 CZ0808* NAVD 88     -       744.73   (+/-2cm)    2443.3    (feet)  VERTCON   
 CZ0808  ___________________________________________________________________
 CZ0808  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0808
 CZ0808.The horizontal coordinates were scaled from a topographic map and have
 CZ0808.an estimated accuracy of +/- 6 seconds.
 CZ0808
 CZ0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0808.The vertical order pertains to the NGVD 29 superseded value.
 CZ0808
 CZ0808.The geoid height was determined by GEOID03.
 CZ0808
 CZ0808;                    North         East    Units  Estimated Accuracy
 CZ0808;SPC AZ C     -   124,430.      280,490.      MT  (+/- 180 meters Scaled)
 CZ0808
 CZ0808                          SUPERSEDED SURVEY CONTROL
 CZ0808
 CZ0808  NGVD 29 (??/??/92)  744.043  (m)         2441.08   (f) ADJ UNCH    2 0
 CZ0808
 CZ0808.Superseded values are not recommended for survey control.
 CZ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0808.See file dsdata.txt to determine how the superseded data were derived.
 CZ0808
 CZ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA806537(NAD 83)
 CZ0808_MARKER: DD = SURVEY DISK
 CZ0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0808_SP_SET: CULVERT
 CZ0808_STAMPING: 654+55 2441.91
 CZ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0808
 CZ0808  HISTORY     - Date     Condition        Report By
 CZ0808  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0808  HISTORY     - 1951     GOOD             NGS
 CZ0808
 CZ0808                          STATION DESCRIPTION
 CZ0808
 CZ0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0808'15.1 MI SW FROM TUCSON.
 CZ0808'15.1 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0808'STATE HIGHWAY 86, SET IN THE TOP AND IN THE CENTER OF THE NORTH
 CZ0808'HEADWALL OF A 4 BY 12 FOOT CONCRETE CULVERT ABOUT FLUSH WITH THE ROAD,
 CZ0808'14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 CZ0808'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0347 ***********************************************************************
 FS0347  DESIGNATION -  656+90
 FS0347  PID         -  FS0347
 FS0347  STATE/COUNTY-  AZ/MOHAVE
 FS0347  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0347
 FS0347                         *CURRENT SURVEY CONTROL
 FS0347  ___________________________________________________________________
 FS0347* NAD 83(1986)-  35 31 22.     (N)    114 21 03.     (W)     SCALED    
 FS0347* NAVD 88     -       914.432  (meters)    3000.10   (feet)  POSTED    
 FS0347  ___________________________________________________________________
 FS0347  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0347  DYNAMIC HT  -         913.380 (meters)    2996.65  (feet)  COMP
 FS0347  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 FS0347
 FS0347  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0347
 FS0347.The horizontal coordinates were scaled from a topographic map and have
 FS0347.an estimated accuracy of +/- 6 seconds.
 FS0347
 FS0347.The orthometric height was determined by differential leveling
 FS0347.and adjusted by the  in 1992.
 FS0347.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0347.rate of 4.1 thru 8.0 mm/km.
 FS0347
 FS0347.The geoid height was determined by GEOID03.
 FS0347
 FS0347.The dynamic height is computed by dividing the NAVD 88
 FS0347.geopotential number by the normal gravity value computed on the
 FS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0347.degrees latitude (g = 980.6199 gals.).
 FS0347
 FS0347.The modeled gravity was interpolated from observed gravity values.
 FS0347
 FS0347;                    North         East    Units  Estimated Accuracy
 FS0347;SPC AZ W     -   501,750.      158,870.      MT  (+/- 180 meters Scaled)
 FS0347
 FS0347                          SUPERSEDED SURVEY CONTROL
 FS0347
 FS0347  NGVD 29 (??/??/92)  913.656  (m)         2997.55   (f) ADJ UNCH    1 1
 FS0347
 FS0347.Superseded values are not recommended for survey control.
 FS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0347.See file dsdata.txt to determine how the superseded data were derived.
 FS0347
 FS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV402342(NAD 83)
 FS0347_MARKER: DD = SURVEY DISK
 FS0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0347_SP_SET: CULVERT
 FS0347_STAMPING: 656+90 2998-13 1935
 FS0347_MARK LOGO: AZHD  
 FS0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0347
 FS0347  HISTORY     - Date     Condition        Report By
 FS0347  HISTORY     - 1935     MONUMENTED       AZHD
 FS0347  HISTORY     - 1949     GOOD             NGS
 FS0347  HISTORY     - 1982     GOOD             NGS
 FS0347
 FS0347                          STATION DESCRIPTION
 FS0347
 FS0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0347'10.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0347'10.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0347'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT CONCRETE
 FS0347'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST
 FS0347'HEAD WALL, 15.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0347'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0347
 FS0347                          STATION RECOVERY (1982)
 FS0347
 FS0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0347'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0042 ***********************************************************************
 FR0042  DESIGNATION -  6564
 FR0042  PID         -  FR0042
 FR0042  STATE/COUNTY-  AZ/COCONINO
 FR0042  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0042
 FR0042                         *CURRENT SURVEY CONTROL
 FR0042  ___________________________________________________________________
 FR0042* NAD 83(1986)-  35 56 55.     (N)    112 11 13.     (W)     SCALED    
 FR0042* NAVD 88     -      1999.968  (meters)    6561.56   (feet)  POSTED    
 FR0042  ___________________________________________________________________
 FR0042  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FR0042  DYNAMIC HT  -        1997.340 (meters)    6552.94  (feet)  COMP
 FR0042  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 FR0042
 FR0042  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0042
 FR0042.The horizontal coordinates were scaled from a topographic map and have
 FR0042.an estimated accuracy of +/- 6 seconds.
 FR0042
 FR0042.The orthometric height was determined by differential leveling
 FR0042.and adjusted by the  in 1992.
 FR0042.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0042.rate of 0.0 thru 1.0 mm/km.
 FR0042
 FR0042.The geoid height was determined by GEOID03.
 FR0042
 FR0042.The dynamic height is computed by dividing the NAVD 88
 FR0042.geopotential number by the normal gravity value computed on the
 FR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0042.degrees latitude (g = 980.6199 gals.).
 FR0042
 FR0042.The modeled gravity was interpolated from observed gravity values.
 FR0042
 FR0042;                    North         East    Units  Estimated Accuracy
 FR0042;SPC AZ C     -   548,850.      188,980.      MT  (+/- 180 meters Scaled)
 FR0042
 FR0042                          SUPERSEDED SURVEY CONTROL
 FR0042
 FR0042  NGVD 29 (??/??/92) 1999.047  (m)         6558.54   (f) ADJ UNCH    2 0
 FR0042
 FR0042.Superseded values are not recommended for survey control.
 FR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0042.See file dsdata.txt to determine how the superseded data were derived.
 FR0042
 FR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE929789(NAD 83)
 FR0042_MARKER: P = PIPE CAP
 FR0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0042_STAMPING: 6564 CANYON
 FR0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0042
 FR0042  HISTORY     - Date     Condition        Report By
 FR0042  HISTORY     - UNK      MONUMENTED       USGS
 FR0042  HISTORY     - 1934     GOOD             NGS
 FR0042  HISTORY     - 1967     GOOD             USGS
 FR0042
 FR0042                          STATION DESCRIPTION
 FR0042
 FR0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0042'11.25 MI S FROM GRAND CANYON.
 FR0042'ABOUT 11-1/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0042'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 73 FEET
 FR0042'EAST OF THE TENTH POLE NORTH OF MILEPOST 52, AND 40 FEET EAST OF THE
 FR0042'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FR0042'CAP, STAMPED 6564 CANYON AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FR0042'PIPE.  NOTE-- THE CAP HAS BEEN BEAT IN BUT IS STILL LEGIBLE.
 FR0042
 FR0042                          STATION RECOVERY (1967)
 FR0042
 FR0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0074 ***********************************************************************
 FR0074  DESIGNATION -  6568
 FR0074  PID         -  FR0074
 FR0074  STATE/COUNTY-  AZ/COCONINO
 FR0074  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0074
 FR0074                         *CURRENT SURVEY CONTROL
 FR0074  ___________________________________________________________________
 FR0074* NAD 83(2007)-  35 13 13.58041(N)    112 16 50.14359(W)     ADJUSTED  
 FR0074* NAVD 88     -      2002.497  (meters)    6569.86   (feet)  ADJUSTED  
 FR0074  ___________________________________________________________________
 FR0074  EPOCH DATE  -        2007.00
 FR0074  X           -  -1,978,358.407 (meters)                     COMP
 FR0074  Y           -  -4,828,393.397 (meters)                     COMP
 FR0074  Z           -   3,659,014.064 (meters)                     COMP
 FR0074  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 FR0074  ELLIP HEIGHT-        1978.322 (meters)          (02/10/07) ADJUSTED
 FR0074  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 FR0074  DYNAMIC HT  -        1999.703 (meters)    6560.69  (feet)  COMP
 FR0074
 FR0074  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0074  Type    PID    Designation                      North   East  Ellip
 FR0074  -------------------------------------------------------------------
 FR0074  NETWORK FR0074 6568                              0.41   0.31   0.84
 FR0074  -------------------------------------------------------------------
 FR0074  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 FR0074
 FR0074  VERT ORDER  -  FIRST     CLASS II
 FR0074
 FR0074.The horizontal coordinates were established by GPS observations
 FR0074.and adjusted by the National Geodetic Survey in February 2007.
 FR0074
 FR0074.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0074.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0074.The horizontal coordinates are valid at the epoch date displayed above.
 FR0074.The epoch date for horizontal control is a decimal equivalence
 FR0074.of Year/Month/Day.
 FR0074
 FR0074.The orthometric height was determined by differential leveling
 FR0074.and adjusted in June 1991.
 FR0074
 FR0074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0074
 FR0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0074
 FR0074.The ellipsoidal height was determined by GPS observations
 FR0074.and is referenced to NAD 83.
 FR0074
 FR0074.The geoid height was determined by GEOID03.
 FR0074
 FR0074.The dynamic height is computed by dividing the NAVD 88
 FR0074.geopotential number by the normal gravity value computed on the
 FR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0074.degrees latitude (g = 980.6199 gals.).
 FR0074
 FR0074.The modeled gravity was interpolated from observed gravity values.
 FR0074
 FR0074;                    North         East     Units Scale Factor Converg.
 FR0074;SPC AZ C     -   468,088.527   180,230.190   MT  0.99991352   -0 12 35.6
 FR0074;SPC AZ C     - 1,535,723.51    591,306.40   iFT  0.99991352   -0 12 35.6
 FR0074;UTM  12      - 3,898,240.574   383,454.527   MT  0.99976739   -0 44 19.1
 FR0074
 FR0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0074!SPC AZ C     -   0.99968957  x   0.99991352  =   0.99960312
 FR0074!UTM  12      -   0.99968957  x   0.99976739  =   0.99945703
 FR0074
 FR0074                          SUPERSEDED SURVEY CONTROL
 FR0074
 FR0074  NAD 83(1992)-  35 13 13.58026(N)    112 16 50.14304(W) AD(       ) B
 FR0074  ELLIP H (08/22/05) 1978.328  (m)                       GP(       ) 3 1
 FR0074  NAVD 88 (08/22/05) 2002.50   (m)         6569.9    (f) LEVELING    3  
 FR0074  NGVD 29 (??/??/92) 2001.538  (m)         6566.71   (f) ADJ UNCH    1 2
 FR0074
 FR0074.Superseded values are not recommended for survey control.
 FR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0074.See file dsdata.txt to determine how the superseded data were derived.
 FR0074
 FR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8345598241(NAD 83)
 FR0074_MARKER: DD = SURVEY DISK
 FR0074_SETTING: 66 = SET IN ROCK OUTCROP
 FR0074_SP_SET: ROCK OUTCROP
 FR0074_STAMPING: 6566.713 18
 FR0074_MARK LOGO: USGS  
 FR0074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0074+STABILITY: POSITION/ELEVATION WELL
 FR0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0074+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2008
 FR0074
 FR0074  HISTORY     - Date     Condition        Report By
 FR0074  HISTORY     - 1918     MONUMENTED       USGS
 FR0074  HISTORY     - 1934     GOOD             NGS
 FR0074  HISTORY     - 1958     GOOD             NGS
 FR0074  HISTORY     - 1982     GOOD             NGS
 FR0074  HISTORY     - 20050401 GOOD             NGS
 FR0074  HISTORY     - 20080320 GOOD             STANTI
 FR0074
 FR0074                          STATION DESCRIPTION
 FR0074
 FR0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0074'1.4 MI E FROM MCLELLAN.
 FR0074'1.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0074'THE STATION AT MCLELLAN, COCONINO COUNTY, 44 FEET SOUTHWEST OF
 FR0074'MILEPOST 385, 22 YARDS SOUTHEAST OF THE RIGHT OF WAY FENCE, 39 FEET
 FR0074'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A ROCK
 FR0074'OUTCROP FLUSH WITH THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD
 FR0074'DISK, STAMPED 6566.713 18.
 FR0074
 FR0074                          STATION RECOVERY (1958)
 FR0074
 FR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FR0074'RECOVERED IN GOOD CONDITION.
 FR0074
 FR0074                          STATION RECOVERY (1982)
 FR0074
 FR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0074'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0074'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 7.1 KM (4.5 MI) WEST
 FR0074'ALONG INTERSTATE HIGHWAY 40, THENCE 0.2 KM (0.1 MI) ACROSS COUNTRY TO
 FR0074'AN OLD RAILROAD GRADE NOW USED AS AN ACCESS TO THE MCLELLAN RESERVIOR,
 FR0074'0.6 KM (0.35 MI) EAST OF THE NORTH END OF THE DAM, 0.4 KM (0.25 MI)
 FR0074'WEST OF THE DEVIL DOG ROAD UNDERPASS, IN TOP OF A 3 BY 4 FOOT OUTCROP
 FR0074'PROJECTING 6-INCHES ABOVE THE GROUND, BETWEEN TWO ROCKY RAILROAD CUTS,
 FR0074'ABOUT 80 METERS (250 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FR0074'TRAFFIC LANES, 64 METERS (210 FT) WEST OF T JUNCTION POWER LINE POLE
 FR0074'NF553 WITH A GUY WIRE, 12.1 METERS (40 FT) NORTH OF AND LEVEL WITH THE
 FR0074'CENTER OF THE DIRT ROAD ON THE OLD RAILROAD GRADE.
 FR0074'THE MARK IS 1 METERS  S FROM A WITNESS POST.
 FR0074'THE MARK IS 6 M ABOVE THE HIGHWAY.
 FR0074
 FR0074                          STATION RECOVERY (2005)
 FR0074
 FR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0074'RECOVERED AS DESCRIBED.
 FR0074
 FR0074                          STATION RECOVERY (2008)
 FR0074
 FR0074'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (KRJ)
 FR0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0637 ***********************************************************************
 ER0637  DESIGNATION -  66 BKC
 ER0637  PID         -  ER0637
 ER0637  STATE/COUNTY-  AZ/APACHE
 ER0637  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0637
 ER0637                         *CURRENT SURVEY CONTROL
 ER0637  ___________________________________________________________________
 ER0637* NAD 83(1986)-  34 11 36.     (N)    109 21 51.     (W)     SCALED    
 ER0637* NAVD 88     -      2073.164  (meters)    6801.71   (feet)  ADJUSTED  
 ER0637  ___________________________________________________________________
 ER0637  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0637  DYNAMIC HT  -        2069.992 (meters)    6791.30  (feet)  COMP
 ER0637  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 ER0637
 ER0637  VERT ORDER  -  SECOND    CLASS 0
 ER0637
 ER0637.The horizontal coordinates were scaled from a topographic map and have
 ER0637.an estimated accuracy of +/- 6 seconds.
 ER0637
 ER0637.The orthometric height was determined by differential leveling
 ER0637.and adjusted in June 1991.
 ER0637
 ER0637.The geoid height was determined by GEOID03.
 ER0637
 ER0637.The dynamic height is computed by dividing the NAVD 88
 ER0637.geopotential number by the normal gravity value computed on the
 ER0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0637.degrees latitude (g = 980.6199 gals.).
 ER0637
 ER0637.The modeled gravity was interpolated from observed gravity values.
 ER0637
 ER0637;                    North         East    Units  Estimated Accuracy
 ER0637;SPC AZ E     -   354,390.      287,320.      MT  (+/- 180 meters Scaled)
 ER0637
 ER0637                          SUPERSEDED SURVEY CONTROL
 ER0637
 ER0637  NGVD 29 (??/??/92) 2072.24   (m)         6798.7    (f) COMPUTED    2 0
 ER0637
 ER0637.Superseded values are not recommended for survey control.
 ER0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0637.See file dsdata.txt to determine how the superseded data were derived.
 ER0637
 ER0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC507848(NAD 83)
 ER0637_MARKER: DB = BENCH MARK DISK
 ER0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0637_SP_SET: COPPER-CLAD STEEL ROD
 ER0637_STAMPING: 66 BKC 1968 6799
 ER0637_MARK LOGO: USGS  
 ER0637_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0637+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0637
 ER0637  HISTORY     - Date     Condition        Report By
 ER0637  HISTORY     - 1968     MONUMENTED       USGS
 ER0637
 ER0637                          STATION DESCRIPTION
 ER0637
 ER0637'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0637'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 7.0 MILES
 ER0637'NORTHWEST ALONG U S HIGHWAY 60, 73 FEET NORTH OF THE HIGHWAY, 8 FEET
 ER0637'EAST OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE, SET ON A
 ER0637'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1016 ***********************************************************************
 FR1016  DESIGNATION -  66 EMH
 FR1016  PID         -  FR1016
 FR1016  STATE/COUNTY-  AZ/COCONINO
 FR1016  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1016
 FR1016                         *CURRENT SURVEY CONTROL
 FR1016  ___________________________________________________________________
 FR1016* NAD 83(1986)-  35 27 02.     (N)    112 37 40.     (W)     SCALED    
 FR1016* NAVD 88     -      1790.269  (meters)    5873.57   (feet)  POSTED    
 FR1016  ___________________________________________________________________
 FR1016  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 FR1016  DYNAMIC HT  -        1787.880 (meters)    5865.74  (feet)  COMP
 FR1016  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 FR1016
 FR1016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1016
 FR1016.The horizontal coordinates were scaled from a topographic map and have
 FR1016.an estimated accuracy of +/- 6 seconds.
 FR1016
 FR1016.The orthometric height was determined by differential leveling
 FR1016.and adjusted by the  in 1992.
 FR1016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1016.rate of 0.0 thru 1.0 mm/km.
 FR1016
 FR1016.The geoid height was determined by GEOID03.
 FR1016
 FR1016.The dynamic height is computed by dividing the NAVD 88
 FR1016.geopotential number by the normal gravity value computed on the
 FR1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1016.degrees latitude (g = 980.6199 gals.).
 FR1016
 FR1016.The modeled gravity was interpolated from observed gravity values.
 FR1016
 FR1016;                    North         East    Units  Estimated Accuracy
 FR1016;SPC AZ C     -   493,790.      148,810.      MT  (+/- 180 meters Scaled)
 FR1016
 FR1016                          SUPERSEDED SURVEY CONTROL
 FR1016
 FR1016.No superseded survey control is available for this station.
 FR1016
 FR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE522242(NAD 83)
 FR1016_MARKER: DB = BENCH MARK DISK
 FR1016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1016_SP_SET: COPPER-CLAD STEEL ROD
 FR1016_STAMPING: 66 EMH 1973 5871
 FR1016_MARK LOGO: USGS  
 FR1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1016
 FR1016  HISTORY     - Date     Condition        Report By
 FR1016  HISTORY     - 1973     MONUMENTED       USGS
 FR1016
 FR1016                          STATION DESCRIPTION
 FR1016
 FR1016'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1016'47.8 KM (29.70 MI) NORTH FROM SELIGMAN.
 FR1016'FROM THE GATE AT SEVEN RANCH, PROCEED 2.4 MILES NORTHWEST ALONG A
 FR1016'DIRT ROAD, 0.2 MILES SOUTHEAST OF A PIPE LINE CROSSING, 420 FEET
 FR1016'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD WEST, 33 FEET EAST OF THE
 FR1016'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1016'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0658 ***********************************************************************
 FP0658  DESIGNATION -  66 HLS
 FP0658  PID         -  FP0658
 FP0658  STATE/COUNTY-  AZ/APACHE
 FP0658  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0658
 FP0658                         *CURRENT SURVEY CONTROL
 FP0658  ___________________________________________________________________
 FP0658* NAD 83(1986)-  35 18 15.     (N)    109 26 50.     (W)     SCALED    
 FP0658* NAVD 88     -      1890.703  (meters)    6203.08   (feet)  ADJUSTED  
 FP0658  ___________________________________________________________________
 FP0658  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 FP0658  DYNAMIC HT  -        1888.046 (meters)    6194.36  (feet)  COMP
 FP0658  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 FP0658
 FP0658  VERT ORDER  -  SECOND    CLASS II
 FP0658
 FP0658.The horizontal coordinates were scaled from a topographic map and have
 FP0658.an estimated accuracy of +/- 6 seconds.
 FP0658
 FP0658.The orthometric height was determined by differential leveling
 FP0658.and adjusted in June 1991.
 FP0658
 FP0658.The geoid height was determined by GEOID03.
 FP0658
 FP0658.The dynamic height is computed by dividing the NAVD 88
 FP0658.geopotential number by the normal gravity value computed on the
 FP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0658.degrees latitude (g = 980.6199 gals.).
 FP0658
 FP0658.The modeled gravity was interpolated from observed gravity values.
 FP0658
 FP0658;                    North         East    Units  Estimated Accuracy
 FP0658;SPC AZ E     -   477,550.      278,790.      MT  (+/- 180 meters Scaled)
 FP0658
 FP0658                          SUPERSEDED SURVEY CONTROL
 FP0658
 FP0658.No superseded survey control is available for this station.
 FP0658
 FP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE411078(NAD 83)
 FP0658_MARKER: DB = BENCH MARK DISK
 FP0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0658_SP_SET: COPPER-CLAD STEEL ROD
 FP0658_STAMPING: 66 HLS 1970 6152
 FP0658_MARK LOGO: USGS  
 FP0658_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0658+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0658
 FP0658  HISTORY     - Date     Condition        Report By
 FP0658  HISTORY     - 1970     MONUMENTED       USGS
 FP0658
 FP0658                          STATION DESCRIPTION
 FP0658
 FP0658'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0658'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0658'PROCEED 8.0 MILES NORTH ALONG STATE HIGHWAY 63, 75 FEET EAST OF THE
 FP0658'HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0658'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7979 ***********************************************************************
 DK7979  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7979  DESIGNATION -  66 RCH
 DK7979  PID         -  DK7979
 DK7979  STATE/COUNTY-  AZ/GILA
 DK7979  USGS QUAD   -  PINAL PEAK (1979)
 DK7979
 DK7979                         *CURRENT SURVEY CONTROL
 DK7979  ___________________________________________________________________
 DK7979* NAD 83(2007)-  33 20 49.84849(N)    110 45 42.05630(W)     ADJUSTED  
 DK7979* NAVD 88     -      1232.72   (meters)    4044.3    (feet)  GPS OBS   
 DK7979  ___________________________________________________________________
 DK7979  EPOCH DATE  -        2007.00
 DK7979  X           -  -1,890,951.709 (meters)                     COMP
 DK7979  Y           -  -4,988,011.761 (meters)                     COMP
 DK7979  Z           -   3,486,850.477 (meters)                     COMP
 DK7979  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DK7979  ELLIP HEIGHT-        1205.444 (meters)          (01/09/09) ADJUSTED
 DK7979  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DK7979  HORZ ORDER  -  B
 DK7979  ELLP ORDER  -  FOURTH    CLASS II
 DK7979
 DK7979.The horizontal coordinates were established by GPS observations
 DK7979.and adjusted by the National Geodetic Survey in January 2009.
 DK7979
 DK7979.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7979.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7979.The horizontal coordinates are valid at the epoch date displayed above.
 DK7979.The epoch date for horizontal control is a decimal equivalence
 DK7979.of Year/Month/Day.
 DK7979
 DK7979.The orthometric height was determined by GPS observations and a
 DK7979.high-resolution geoid model.
 DK7979.The orthometric height was determined by GPS observations and a
 DK7979.high-resolution geoid model using precise GPS observation and
 DK7979.processing techniques.
 DK7979
 DK7979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7979
 DK7979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7979
 DK7979.The ellipsoidal height was determined by GPS observations
 DK7979.and is referenced to NAD 83.
 DK7979
 DK7979.The geoid height was determined by GEOID03.
 DK7979
 DK7979;                    North         East     Units Scale Factor Converg.
 DK7979;SPC AZ E     -   260,410.675   157,977.818   MT  0.99993780   -0 19 37.5
 DK7979;SPC AZ E     -   854,365.73    518,299.93   iFT  0.99993780   -0 19 37.5
 DK7979;UTM  12      - 3,689,801.792   522,175.072   MT  0.99960606   +0 07 51.6
 DK7979
 DK7979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7979!SPC AZ E     -   0.99981079  x   0.99993780  =   0.99974860
 DK7979!UTM  12      -   0.99981079  x   0.99960606  =   0.99941692
 DK7979
 DK7979                          SUPERSEDED SURVEY CONTROL
 DK7979
 DK7979.No superseded survey control is available for this station.
 DK7979
 DK7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2217589802(NAD 83)
 DK7979_MARKER: DD = SURVEY DISK
 DK7979_SETTING: 66 = SET IN ROCK OUTCROP
 DK7979_STAMPING: 66 RCH 2005
 DK7979_MARK LOGO: NGS   
 DK7979_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7979+STABILITY: POSITION/ELEVATION WELL
 DK7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7979+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7979
 DK7979  HISTORY     - Date     Condition        Report By
 DK7979  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7979
 DK7979                          STATION DESCRIPTION
 DK7979
 DK7979'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7979'FROM THE COURTHOUSE IN GLOBE, AZ TRAVEL EAST ON U.S. 60 FOR 2.5MI.  TO
 DK7979'THE INTERSECTION OF U.S. 70 AND S.R.  77 GO SOUTH FOR 0.1MI TO A
 DK7979'UNNAMED ROAD TURN WEST FOR 0.8MI TURN SOUTH FOR 2.2MI TO AN UNNAMED
 DK7979'ROAD TURN EAST FOR 200 FEET.  MONUMENT IS BRASS CAP IN BEDROCK SOUTH
 DK7979'SIDE OF ROAD 15 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0241 ***********************************************************************
 FQ0241  DESIGNATION -  6620.8
 FQ0241  PID         -  FQ0241
 FQ0241  STATE/COUNTY-  AZ/COCONINO
 FQ0241  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0241
 FQ0241                         *CURRENT SURVEY CONTROL
 FQ0241  ___________________________________________________________________
 FQ0241* NAD 83(1986)-  35 04 01.     (N)    111 42 40.     (W)     SCALED    
 FQ0241* NAVD 88     -      2019.036  (meters)    6624.12   (feet)  ADJUSTED  
 FQ0241  ___________________________________________________________________
 FQ0241  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FQ0241  DYNAMIC HT  -        2016.194 (meters)    6614.80  (feet)  COMP
 FQ0241  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 FQ0241
 FQ0241  VERT ORDER  -  FIRST     CLASS II
 FQ0241
 FQ0241.The horizontal coordinates were scaled from a topographic map and have
 FQ0241.an estimated accuracy of +/- 6 seconds.
 FQ0241
 FQ0241.The orthometric height was determined by differential leveling
 FQ0241.and adjusted in June 1991.
 FQ0241
 FQ0241.The geoid height was determined by GEOID03.
 FQ0241
 FQ0241.The dynamic height is computed by dividing the NAVD 88
 FQ0241.geopotential number by the normal gravity value computed on the
 FQ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0241.degrees latitude (g = 980.6199 gals.).
 FQ0241
 FQ0241.The modeled gravity was interpolated from observed gravity values.
 FQ0241
 FQ0241;                    North         East    Units  Estimated Accuracy
 FQ0241;SPC AZ C     -   451,020.      232,110.      MT  (+/- 180 meters Scaled)
 FQ0241
 FQ0241                          SUPERSEDED SURVEY CONTROL
 FQ0241
 FQ0241  NGVD 29 (??/??/92) 2018.052  (m)         6620.89   (f) ADJ UNCH    1 2
 FQ0241
 FQ0241.Superseded values are not recommended for survey control.
 FQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0241.See file dsdata.txt to determine how the superseded data were derived.
 FQ0241
 FQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD351806(NAD 83)
 FQ0241_MARKER: Z = SEE DESCRIPTION
 FQ0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0241_SP_SET: TREE
 FQ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0241
 FQ0241  HISTORY     - Date     Condition        Report By
 FQ0241  HISTORY     - UNK      MONUMENTED       USGS
 FQ0241  HISTORY     - 1933     GOOD             NGS
 FQ0241
 FQ0241                          STATION DESCRIPTION
 FQ0241
 FQ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0241'11.6 MI S FROM FLAGSTAFF.
 FQ0241'ABOUT 11.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0241'FLAGSTAFF, COCONINO COUNTY, ABOUT 200 FEET NORTHEAST OF A SHARP CURVE,
 FQ0241'25 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE ROOT
 FQ0241'OF A PINE TREE PAINTED U.S.B.M. 6620.8.  A UNITED STATES GEOLOGICAL
 FQ0241'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0864 ***********************************************************************
 FS0864  DESIGNATION -  664+10
 FS0864  PID         -  FS0864
 FS0864  STATE/COUNTY-  AZ/MOHAVE
 FS0864  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0864
 FS0864                         *CURRENT SURVEY CONTROL
 FS0864  ___________________________________________________________________
 FS0864* NAD 83(1986)-  35 31 30.     (N)    114 21 03.     (W)     SCALED    
 FS0864* NAVD 88     -       912.383  (meters)    2993.38   (feet)  POSTED    
 FS0864  ___________________________________________________________________
 FS0864  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0864  DYNAMIC HT  -         911.340 (meters)    2989.95  (feet)  COMP
 FS0864  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 FS0864
 FS0864  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0864
 FS0864.The horizontal coordinates were scaled from a topographic map and have
 FS0864.an estimated accuracy of +/- 6 seconds.
 FS0864
 FS0864.The orthometric height was determined by differential leveling
 FS0864.and adjusted by the  in 1992.
 FS0864.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0864.rate of 4.1 thru 8.0 mm/km.
 FS0864
 FS0864.The geoid height was determined by GEOID03.
 FS0864
 FS0864.The dynamic height is computed by dividing the NAVD 88
 FS0864.geopotential number by the normal gravity value computed on the
 FS0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0864.degrees latitude (g = 980.6199 gals.).
 FS0864
 FS0864.The modeled gravity was interpolated from observed gravity values.
 FS0864
 FS0864;                    North         East    Units  Estimated Accuracy
 FS0864;SPC AZ W     -   502,000.      158,870.      MT  (+/- 180 meters Scaled)
 FS0864
 FS0864                          SUPERSEDED SURVEY CONTROL
 FS0864
 FS0864  NGVD 29 (??/??/92)  911.608  (m)         2990.83   (f) ADJ UNCH    1 1
 FS0864
 FS0864.Superseded values are not recommended for survey control.
 FS0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0864.See file dsdata.txt to determine how the superseded data were derived.
 FS0864
 FS0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV402344(NAD 83)
 FS0864_MARKER: DD = SURVEY DISK
 FS0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0864_SP_SET: CULVERT
 FS0864_STAMPING: 664+10 2991-46 1935
 FS0864_MARK LOGO: AZHD  
 FS0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0864
 FS0864  HISTORY     - Date     Condition        Report By
 FS0864  HISTORY     - 1935     MONUMENTED       AZHD
 FS0864  HISTORY     - 1949     GOOD             NGS
 FS0864  HISTORY     - 1982     GOOD             NGS
 FS0864
 FS0864                          STATION DESCRIPTION
 FS0864
 FS0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0864'10.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0864'10.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0864'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 6-FOOT
 FS0864'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0864'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0864'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0864
 FS0864                          STATION RECOVERY (1982)
 FS0864
 FS0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0864'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0811 ***********************************************************************
 CZ0811  DESIGNATION -  667+05
 CZ0811  PID         -  CZ0811
 CZ0811  STATE/COUNTY-  AZ/PIMA
 CZ0811  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0811
 CZ0811                         *CURRENT SURVEY CONTROL
 CZ0811  ___________________________________________________________________
 CZ0811* NAD 83(1986)-  32 07 19.     (N)    111 12 07.     (W)     SCALED    
 CZ0811* NAVD 88     -       743.71   (+/-2cm)    2440.0    (feet)  VERTCON   
 CZ0811  ___________________________________________________________________
 CZ0811  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0811
 CZ0811.The horizontal coordinates were scaled from a topographic map and have
 CZ0811.an estimated accuracy of +/- 6 seconds.
 CZ0811
 CZ0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0811.The vertical order pertains to the NGVD 29 superseded value.
 CZ0811
 CZ0811.The geoid height was determined by GEOID03.
 CZ0811
 CZ0811;                    North         East    Units  Estimated Accuracy
 CZ0811;SPC AZ C     -   124,610.      280,800.      MT  (+/- 180 meters Scaled)
 CZ0811
 CZ0811                          SUPERSEDED SURVEY CONTROL
 CZ0811
 CZ0811  NGVD 29 (??/??/92)  743.021  (m)         2437.73   (f) ADJ UNCH    2 0
 CZ0811
 CZ0811.Superseded values are not recommended for survey control.
 CZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0811.See file dsdata.txt to determine how the superseded data were derived.
 CZ0811
 CZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA809539(NAD 83)
 CZ0811_MARKER: DD = SURVEY DISK
 CZ0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0811_SP_SET: CULVERT
 CZ0811_STAMPING: 667+05 2438.56
 CZ0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0811
 CZ0811  HISTORY     - Date     Condition        Report By
 CZ0811  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0811  HISTORY     - 1951     GOOD             NGS
 CZ0811
 CZ0811                          STATION DESCRIPTION
 CZ0811
 CZ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0811'14.8 MI SW FROM TUCSON.
 CZ0811'14.8 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0811'STATE HIGHWAY 86, 2.1 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0811'AIRPORT, SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0811'A 4 BY 12 FOOT CONCRETE BOX CULVERT, 12 YARDS SOUTHEAST OF A
 CZ0811'RIGHT-OF-WAY FENCE, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0811'HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0858 ***********************************************************************
 DV0858  DESIGNATION -  67 A
 DV0858  PID         -  DV0858
 DV0858  STATE/COUNTY-  AZ/MARICOPA
 DV0858  USGS QUAD   -  WINTERSBURG (1984)
 DV0858
 DV0858                         *CURRENT SURVEY CONTROL
 DV0858  ___________________________________________________________________
 DV0858* NAD 83(1986)-  33 28 47.     (N)    112 51 26.     (W)     SCALED    
 DV0858* NAVD 88     -       336.77   (+/-2cm)    1104.9    (feet)  VERTCON   
 DV0858  ___________________________________________________________________
 DV0858  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0858
 DV0858.The horizontal coordinates were scaled from a topographic map and have
 DV0858.an estimated accuracy of +/- 6 seconds.
 DV0858
 DV0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0858.The vertical order pertains to the NGVD 29 superseded value.
 DV0858
 DV0858.The geoid height was determined by GEOID03.
 DV0858
 DV0858;                    North         East    Units  Estimated Accuracy
 DV0858;SPC AZ C     -   275,350.      125,950.      MT  (+/- 180 meters Scaled)
 DV0858
 DV0858                          SUPERSEDED SURVEY CONTROL
 DV0858
 DV0858  NGVD 29 (??/??/92)  336.149  (m)         1102.85   (f) ADJ UNCH    2 0
 DV0858
 DV0858.Superseded values are not recommended for survey control.
 DV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0858.See file dsdata.txt to determine how the superseded data were derived.
 DV0858
 DV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC274060(NAD 83)
 DV0858_MARKER: DD = SURVEY DISK
 DV0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0858_STAMPING: 67 A 1962
 DV0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0858+STABILITY: SURFACE MOTION
 DV0858
 DV0858  HISTORY     - Date     Condition        Report By
 DV0858  HISTORY     - 1962     MONUMENTED       AZHD
 DV0858  HISTORY     - 1962     GOOD             NGS
 DV0858
 DV0858                          STATION DESCRIPTION
 DV0858
 DV0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0858'5.55 MI SE FROM TONOPAH.
 DV0858'0.6 MILE EAST-SOUTHEAST OF S 415 67.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0858'DISK STAMPED 67 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0858'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0858'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0638 ***********************************************************************
 ER0638  DESIGNATION -  67 BKC
 ER0638  PID         -  ER0638
 ER0638  STATE/COUNTY-  AZ/APACHE
 ER0638  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0638
 ER0638                         *CURRENT SURVEY CONTROL
 ER0638  ___________________________________________________________________
 ER0638* NAD 83(1986)-  34 11 44.     (N)    109 22 43.     (W)     SCALED    
 ER0638* NAVD 88     -      2071.575  (meters)    6796.49   (feet)  ADJUSTED  
 ER0638  ___________________________________________________________________
 ER0638  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0638  DYNAMIC HT  -        2068.408 (meters)    6786.10  (feet)  COMP
 ER0638  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 ER0638
 ER0638  VERT ORDER  -  SECOND    CLASS 0
 ER0638
 ER0638.The horizontal coordinates were scaled from a topographic map and have
 ER0638.an estimated accuracy of +/- 6 seconds.
 ER0638
 ER0638.The orthometric height was determined by differential leveling
 ER0638.and adjusted in June 1991.
 ER0638
 ER0638.The geoid height was determined by GEOID03.
 ER0638
 ER0638.The dynamic height is computed by dividing the NAVD 88
 ER0638.geopotential number by the normal gravity value computed on the
 ER0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0638.degrees latitude (g = 980.6199 gals.).
 ER0638
 ER0638.The modeled gravity was interpolated from observed gravity values.
 ER0638
 ER0638;                    North         East    Units  Estimated Accuracy
 ER0638;SPC AZ E     -   354,620.      285,990.      MT  (+/- 180 meters Scaled)
 ER0638
 ER0638                          SUPERSEDED SURVEY CONTROL
 ER0638
 ER0638  NGVD 29 (??/??/92) 2070.65   (m)         6793.5    (f) COMPUTED    2 0
 ER0638
 ER0638.Superseded values are not recommended for survey control.
 ER0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0638.See file dsdata.txt to determine how the superseded data were derived.
 ER0638
 ER0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC493850(NAD 83)
 ER0638_MARKER: DB = BENCH MARK DISK
 ER0638_SETTING: 66 = SET IN ROCK OUTCROP
 ER0638_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0638_STAMPING: 67 BKC 1968 6794
 ER0638_MARK LOGO: USGS  
 ER0638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0638+STABILITY: POSITION/ELEVATION WELL
 ER0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0638+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0638
 ER0638  HISTORY     - Date     Condition        Report By
 ER0638  HISTORY     - 1968     MONUMENTED       USGS
 ER0638
 ER0638                          STATION DESCRIPTION
 ER0638
 ER0638'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0638'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 7.8 MILES
 ER0638'NORTHWEST ALONG U S HIGHWAY 60, 56 FEET SOUTH AND 11 FEET HIGHER THAN
 ER0638'THE HIGHWAY, 19 FEET NORTH OF A WITNESS POST ON A FENCE, SET IN A
 ER0638'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1017 ***********************************************************************
 FR1017  DESIGNATION -  67 EMH
 FR1017  PID         -  FR1017
 FR1017  STATE/COUNTY-  AZ/COCONINO
 FR1017  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1017
 FR1017                         *CURRENT SURVEY CONTROL
 FR1017  ___________________________________________________________________
 FR1017* NAD 83(1986)-  35 27 34.     (N)    112 38 26.     (W)     SCALED    
 FR1017* NAVD 88     -      1797.531  (meters)    5897.40   (feet)  POSTED    
 FR1017  ___________________________________________________________________
 FR1017  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 FR1017  DYNAMIC HT  -        1795.130 (meters)    5889.52  (feet)  COMP
 FR1017  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 FR1017
 FR1017  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1017
 FR1017.The horizontal coordinates were scaled from a topographic map and have
 FR1017.an estimated accuracy of +/- 6 seconds.
 FR1017
 FR1017.The orthometric height was determined by differential leveling
 FR1017.and adjusted by the  in 1992.
 FR1017.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1017.rate of 0.0 thru 1.0 mm/km.
 FR1017
 FR1017.The geoid height was determined by GEOID03.
 FR1017
 FR1017.The dynamic height is computed by dividing the NAVD 88
 FR1017.geopotential number by the normal gravity value computed on the
 FR1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1017.degrees latitude (g = 980.6199 gals.).
 FR1017
 FR1017.The modeled gravity was interpolated from observed gravity values.
 FR1017
 FR1017;                    North         East    Units  Estimated Accuracy
 FR1017;SPC AZ C     -   494,780.      147,660.      MT  (+/- 180 meters Scaled)
 FR1017
 FR1017                          SUPERSEDED SURVEY CONTROL
 FR1017
 FR1017.No superseded survey control is available for this station.
 FR1017
 FR1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE511252(NAD 83)
 FR1017_MARKER: DB = BENCH MARK DISK
 FR1017_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1017_SP_SET: COPPER-CLAD STEEL ROD
 FR1017_STAMPING: 67 EMH 1973 5894
 FR1017_MARK LOGO: USGS  
 FR1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1017
 FR1017  HISTORY     - Date     Condition        Report By
 FR1017  HISTORY     - 1973     MONUMENTED       USGS
 FR1017
 FR1017                          STATION DESCRIPTION
 FR1017
 FR1017'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1017'49.4 KM (30.70 MI) NORTH FROM SELIGMAN.
 FR1017'FROM THE GATE AT SEVEN RANCH, PROCEED 3.4 MILES NORTHWEST ALONG A
 FR1017'DIRT ROAD, 0.4 MILES NORTHWEST OF A STOCK TANK ON THE WEST SIDE OF
 FR1017'THE ROAD, AT THE NORTH END OF A CURVE RIGHT, 23 FEET SOUTHWEST OF THE
 FR1017'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1017'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0659 ***********************************************************************
 FP0659  DESIGNATION -  67 HLS
 FP0659  PID         -  FP0659
 FP0659  STATE/COUNTY-  AZ/APACHE
 FP0659  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0659
 FP0659                         *CURRENT SURVEY CONTROL
 FP0659  ___________________________________________________________________
 FP0659* NAD 83(1986)-  35 17 35.     (N)    109 26 43.     (W)     SCALED    
 FP0659* NAVD 88     -      1876.376  (meters)    6156.08   (feet)  ADJUSTED  
 FP0659  ___________________________________________________________________
 FP0659  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 FP0659  DYNAMIC HT  -        1873.739 (meters)    6147.43  (feet)  COMP
 FP0659  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 FP0659
 FP0659  VERT ORDER  -  SECOND    CLASS II
 FP0659
 FP0659.The horizontal coordinates were scaled from a topographic map and have
 FP0659.an estimated accuracy of +/- 6 seconds.
 FP0659
 FP0659.The orthometric height was determined by differential leveling
 FP0659.and adjusted in June 1991.
 FP0659
 FP0659.The geoid height was determined by GEOID03.
 FP0659
 FP0659.The dynamic height is computed by dividing the NAVD 88
 FP0659.geopotential number by the normal gravity value computed on the
 FP0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0659.degrees latitude (g = 980.6199 gals.).
 FP0659
 FP0659.The modeled gravity was interpolated from observed gravity values.
 FP0659
 FP0659;                    North         East    Units  Estimated Accuracy
 FP0659;SPC AZ E     -   476,320.      278,970.      MT  (+/- 180 meters Scaled)
 FP0659
 FP0659                          SUPERSEDED SURVEY CONTROL
 FP0659
 FP0659  NGVD 29 (??/??/92) 1875.46   (m)         6153.1    (f) COMPUTED    2 2
 FP0659
 FP0659.Superseded values are not recommended for survey control.
 FP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0659.See file dsdata.txt to determine how the superseded data were derived.
 FP0659
 FP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE413066(NAD 83)
 FP0659_MARKER: DB = BENCH MARK DISK
 FP0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0659_SP_SET: COPPER-CLAD STEEL ROD
 FP0659_STAMPING: 67 HLS 1970 6152
 FP0659_MARK LOGO: USGS  
 FP0659_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0659+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0659
 FP0659  HISTORY     - Date     Condition        Report By
 FP0659  HISTORY     - 1970     MONUMENTED       USGS
 FP0659
 FP0659                          STATION DESCRIPTION
 FP0659
 FP0659'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0659'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0659'PROCEED 7.2 MILES NORTH ALONG STATE HIGHWAY 63, 276 FEET SOUTH OF THE
 FP0659'INTERSECTION OF A ROAD EAST, 76 FEET EAST OF THE HIGHWAY, 1 FOOT WEST
 FP0659'OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH
 FP0659'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0803 ***********************************************************************
 DW0803  DESIGNATION -  671.71
 DW0803  PID         -  DW0803
 DW0803  STATE/COUNTY-  AZ/LA PAZ
 DW0803  USGS QUAD   -  LA PAZ MTN (1970)
 DW0803
 DW0803                         *CURRENT SURVEY CONTROL
 DW0803  ___________________________________________________________________
 DW0803* NAD 83(1986)-  33 37 51.     (N)    114 25 29.     (W)     SCALED    
 DW0803* NAVD 88     -       205.47   (+/-2cm)     674.1    (feet)  VERTCON   
 DW0803  ___________________________________________________________________
 DW0803  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DW0803  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0803
 DW0803.The horizontal coordinates were scaled from a topographic map and have
 DW0803.an estimated accuracy of +/- 6 seconds.
 DW0803
 DW0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0803.The vertical order pertains to the NGVD 29 superseded value.
 DW0803
 DW0803.The geoid height was determined by GEOID03.
 DW0803
 DW0803;                    North         East    Units  Estimated Accuracy
 DW0803;SPC AZ W     -   291,920.      150,760.      MT  (+/- 180 meters Scaled)
 DW0803
 DW0803                          SUPERSEDED SURVEY CONTROL
 DW0803
 DW0803  NGVD 29 (??/??/??)  204.781  (m)          671.85   (f) ADJUSTED    1 2
 DW0803
 DW0803.Superseded values are not recommended for survey control.
 DW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0803.See file dsdata.txt to determine how the superseded data were derived.
 DW0803
 DW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT388241(NAD 83)
 DW0803_MARKER: DD = SURVEY DISK
 DW0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0803_SP_SET: GUARD RAIL
 DW0803_STAMPING: 671.71 361+08 1929
 DW0803_MARK LOGO: AZHD  
 DW0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0803
 DW0803  HISTORY     - Date     Condition        Report By
 DW0803  HISTORY     - 1929     MONUMENTED       AZHD
 DW0803  HISTORY     - 1962     GOOD             NGS
 DW0803  HISTORY     - 1981     POOR             NGS
 DW0803
 DW0803                          STATION DESCRIPTION
 DW0803
 DW0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0803'8.9 MI E FROM EHRENBERG.
 DW0803'7.7 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST END
 DW0803'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER TO THE JUNCTION OF
 DW0803'OLD U.S. HIGHWAY 60 LEADING NORTHWEST, THENCE 1.2 MILES NORTHWEST
 DW0803'ALONG THE OLD HIGHWAY TO A 60 FOOT CONCRETE BRIDGE, SET IN TOP
 DW0803'AND CENTER OF THE SOUTH CONCRETE GUARD RAIL, 10 FEET SOUTHWEST
 DW0803'OF THE CENTER OF THE OLD HIGHWAY, AND IS ABOUT 3 FEET ABOVE THE
 DW0803'LEVEL OF THE OLD HIGHWAY.
 DW0803
 DW0803                          STATION RECOVERY (1981)
 DW0803
 DW0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0803'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0345 ***********************************************************************
 FS0345  DESIGNATION -  672+67
 FS0345  PID         -  FS0345
 FS0345  STATE/COUNTY-  AZ/MOHAVE
 FS0345  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0345
 FS0345                         *CURRENT SURVEY CONTROL
 FS0345  ___________________________________________________________________
 FS0345* NAD 83(1986)-  35 31 34.     (N)    114 21 09.     (W)     SCALED    
 FS0345* NAVD 88     -       908.858  (meters)    2981.81   (feet)  POSTED    
 FS0345  ___________________________________________________________________
 FS0345  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0345  DYNAMIC HT  -         907.820 (meters)    2978.41  (feet)  COMP
 FS0345  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 FS0345
 FS0345  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0345
 FS0345.The horizontal coordinates were scaled from a topographic map and have
 FS0345.an estimated accuracy of +/- 6 seconds.
 FS0345
 FS0345.The orthometric height was determined by differential leveling
 FS0345.and adjusted by the  in 1992.
 FS0345.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0345.rate of 4.1 thru 8.0 mm/km.
 FS0345
 FS0345.The geoid height was determined by GEOID03.
 FS0345
 FS0345.The dynamic height is computed by dividing the NAVD 88
 FS0345.geopotential number by the normal gravity value computed on the
 FS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0345.degrees latitude (g = 980.6199 gals.).
 FS0345
 FS0345.The modeled gravity was interpolated from observed gravity values.
 FS0345
 FS0345;                    North         East    Units  Estimated Accuracy
 FS0345;SPC AZ W     -   502,120.      158,720.      MT  (+/- 180 meters Scaled)
 FS0345
 FS0345                          SUPERSEDED SURVEY CONTROL
 FS0345
 FS0345  NGVD 29 (??/??/92)  908.083  (m)         2979.27   (f) ADJ UNCH    1 1
 FS0345
 FS0345.Superseded values are not recommended for survey control.
 FS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0345.See file dsdata.txt to determine how the superseded data were derived.
 FS0345
 FS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV400346(NAD 83)
 FS0345_MARKER: DD = SURVEY DISK
 FS0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0345_SP_SET: CULVERT
 FS0345_STAMPING: 672+67 2879-83 1935
 FS0345_MARK LOGO: AZHD  
 FS0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0345
 FS0345  HISTORY     - Date     Condition        Report By
 FS0345  HISTORY     - 1935     MONUMENTED       AZHD
 FS0345  HISTORY     - 1949     GOOD             NGS
 FS0345  HISTORY     - 1982     GOOD             NGS
 FS0345
 FS0345                          STATION DESCRIPTION
 FS0345
 FS0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0345'10.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0345'10.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0345'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 36-INCH
 FS0345'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0345'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST
 FS0345'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN
 FS0345'THE HIGHWAY.
 FS0345
 FS0345                          STATION RECOVERY (1982)
 FS0345
 FS0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0345'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0182 ***********************************************************************
 FR0182  DESIGNATION -  6763
 FR0182  PID         -  FR0182
 FR0182  STATE/COUNTY-  AZ/COCONINO
 FR0182  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0182
 FR0182                         *CURRENT SURVEY CONTROL
 FR0182  ___________________________________________________________________
 FR0182* NAD 83(1986)-  35 15 19.     (N)    112 10 24.     (W)     SCALED    
 FR0182* NAVD 88     -      2062.552  (meters)    6766.89   (feet)  POSTED    
 FR0182  ___________________________________________________________________
 FR0182  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FR0182  DYNAMIC HT  -        2059.660 (meters)    6757.40  (feet)  COMP
 FR0182  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 FR0182
 FR0182  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0182
 FR0182.The horizontal coordinates were scaled from a topographic map and have
 FR0182.an estimated accuracy of +/- 6 seconds.
 FR0182
 FR0182.The orthometric height was determined by differential leveling
 FR0182.and adjusted by the  in 1992.
 FR0182.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0182.rate of 0.0 thru 1.0 mm/km.
 FR0182
 FR0182.The geoid height was determined by GEOID03.
 FR0182
 FR0182.The dynamic height is computed by dividing the NAVD 88
 FR0182.geopotential number by the normal gravity value computed on the
 FR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0182.degrees latitude (g = 980.6199 gals.).
 FR0182
 FR0182.The modeled gravity was interpolated from observed gravity values.
 FR0182
 FR0182;                    North         East    Units  Estimated Accuracy
 FR0182;SPC AZ C     -   471,920.      190,010.      MT  (+/- 180 meters Scaled)
 FR0182
 FR0182                          SUPERSEDED SURVEY CONTROL
 FR0182
 FR0182  NGVD 29 (??/??/92) 2061.562  (m)         6763.64   (f) ADJ UNCH    2 0
 FR0182
 FR0182.Superseded values are not recommended for survey control.
 FR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0182.See file dsdata.txt to determine how the superseded data were derived.
 FR0182
 FR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE932019(NAD 83)
 FR0182_MARKER: DD = SURVEY DISK
 FR0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0182_SP_SET: CULVERT
 FR0182_STAMPING: ELEV. 6763.10 STA. 545 00
 FR0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0182
 FR0182  HISTORY     - Date     Condition        Report By
 FR0182  HISTORY     - UNK      MONUMENTED       AZHD
 FR0182  HISTORY     - 1935     GOOD             NGS
 FR0182  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0182
 FR0182                          STATION DESCRIPTION
 FR0182
 FR0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0182'1.1 MI E FROM WILLIAMS.
 FR0182'1.1 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0182'SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, AT A 30-INCH
 FR0182'DOUBLE GALVANIZED IRON PIPE CULVERT, AND IN THE TOP OF THE CENTER OF
 FR0182'THE SOUTH CONCRETE HEAD WALL.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 FR0182'STANDARD DISK, STAMPED ELEV. 6763.10 STA. 545 00.
 FR0182
 FR0182                          STATION RECOVERY (1982)
 FR0182
 FR0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0182'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0563 ***********************************************************************
 GR0563  DESIGNATION -  677.022
 GR0563  PID         -  GR0563
 GR0563  STATE/COUNTY-  AZ/MOHAVE
 GR0563  USGS QUAD   -  HOOVER DAM (1997)
 GR0563
 GR0563                         *CURRENT SURVEY CONTROL
 GR0563  ___________________________________________________________________
 GR0563* NAD 83(1986)-  36 00 57.     (N)    114 44 22.     (W)     SCALED    
 GR0563* NAVD 88     -       207.062  (meters)     679.34   (feet)  POSTED    
 GR0563  ___________________________________________________________________
 GR0563  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0563  DYNAMIC HT  -         206.860 (meters)     678.67  (feet)  COMP
 GR0563  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 GR0563
 GR0563  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0563
 GR0563.The horizontal coordinates were scaled from a topographic map and have
 GR0563.an estimated accuracy of +/- 6 seconds.
 GR0563
 GR0563.The orthometric height was determined by differential leveling
 GR0563.and adjusted by the  in 1992.
 GR0563.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0563.rate of 2.1 thru 3.0 mm/km.
 GR0563
 GR0563.The geoid height was determined by GEOID03.
 GR0563
 GR0563.The dynamic height is computed by dividing the NAVD 88
 GR0563.geopotential number by the normal gravity value computed on the
 GR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0563.degrees latitude (g = 980.6199 gals.).
 GR0563
 GR0563.The modeled gravity was interpolated from observed gravity values.
 GR0563
 GR0563;                    North         East    Units  Estimated Accuracy
 GR0563;SPC AZ W     -   556,740.      124,170.      MT  (+/- 180 meters Scaled)
 GR0563
 GR0563                          SUPERSEDED SURVEY CONTROL
 GR0563
 GR0563  NGVD 29 (??/??/92)  206.371  (m)          677.07   (f) ADJ UNCH    1 1
 GR0563
 GR0563.Superseded values are not recommended for survey control.
 GR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0563.See file dsdata.txt to determine how the superseded data were derived.
 GR0563
 GR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037880(NAD 83)
 GR0563_MARKER: DD = SURVEY DISK
 GR0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0563_SP_SET: PLATFORM
 GR0563_STAMPING: 677.022
 GR0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0563
 GR0563  HISTORY     - Date     Condition        Report By
 GR0563  HISTORY     - UNK      MONUMENTED       BOR
 GR0563  HISTORY     - 1950     GOOD             NGS
 GR0563  HISTORY     - 1963     GOOD             NGS
 GR0563
 GR0563                          STATION DESCRIPTION
 GR0563
 GR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0563'IN HOOVER DAM.
 GR0563'AT THE BOTTOM OF HOOVER DAM, IN THE TOP OF THE TRANSFORMER PLATFORM OF
 GR0563'THE ARIZONA RAMP, 1.2 FEET NORTHEAST (UPSTREAM) OF THE SOUTHWEST END
 GR0563'OF UNIT A 2, 1.0 FEET SOUTHEAST OF THE NORTHWEST EDGE, AND 4.0 FEET
 GR0563'HIGHER THAN THE RAMP FLOOR.
 GR0563
 GR0563                          STATION RECOVERY (1963)
 GR0563
 GR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0564 ***********************************************************************
 GR0564  DESIGNATION -  677.030
 GR0564  PID         -  GR0564
 GR0564  STATE/COUNTY-  AZ/MOHAVE
 GR0564  USGS QUAD   -  HOOVER DAM (1997)
 GR0564
 GR0564                         *CURRENT SURVEY CONTROL
 GR0564  ___________________________________________________________________
 GR0564* NAD 83(1986)-  36 00 58.     (N)    114 44 21.     (W)     SCALED    
 GR0564* NAVD 88     -       207.065  (meters)     679.35   (feet)  POSTED    
 GR0564  ___________________________________________________________________
 GR0564  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0564  DYNAMIC HT  -         206.860 (meters)     678.67  (feet)  COMP
 GR0564  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0564
 GR0564  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0564
 GR0564.The horizontal coordinates were scaled from a topographic map and have
 GR0564.an estimated accuracy of +/- 6 seconds.
 GR0564
 GR0564.The orthometric height was determined by differential leveling
 GR0564.and adjusted by the  in 1992.
 GR0564.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0564.rate of 2.1 thru 3.0 mm/km.
 GR0564
 GR0564.The geoid height was determined by GEOID03.
 GR0564
 GR0564.The dynamic height is computed by dividing the NAVD 88
 GR0564.geopotential number by the normal gravity value computed on the
 GR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0564.degrees latitude (g = 980.6199 gals.).
 GR0564
 GR0564.The modeled gravity was interpolated from observed gravity values.
 GR0564
 GR0564;                    North         East    Units  Estimated Accuracy
 GR0564;SPC AZ W     -   556,770.      124,200.      MT  (+/- 180 meters Scaled)
 GR0564
 GR0564                          SUPERSEDED SURVEY CONTROL
 GR0564
 GR0564  NGVD 29 (??/??/92)  206.374  (m)          677.08   (f) ADJ UNCH    1 2
 GR0564
 GR0564.Superseded values are not recommended for survey control.
 GR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0564.See file dsdata.txt to determine how the superseded data were derived.
 GR0564
 GR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037881(NAD 83)
 GR0564_MARKER: DD = SURVEY DISK
 GR0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0564_SP_SET: PLATFORM
 GR0564_STAMPING: 677.030
 GR0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0564
 GR0564  HISTORY     - Date     Condition        Report By
 GR0564  HISTORY     - UNK      MONUMENTED       BOR
 GR0564  HISTORY     - 1963     GOOD             NGS
 GR0564
 GR0564                          STATION DESCRIPTION
 GR0564
 GR0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0564'IN HOOVER DAM.
 GR0564'AT THE BOTTOM OF HOOVER DAM, IN TOP OF THE TRANSFORMER PLATFORM OF THE
 GR0564'ARIZONA RAMP, 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF TRANSFORMER
 GR0564'UNIT A7, 1.0 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF PLATFORM AND
 GR0564'ABOUT 4 FEET HIGHER THAN RAMP FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0553 ***********************************************************************
 FQ0553  DESIGNATION -  6770
 FQ0553  PID         -  FQ0553
 FQ0553  STATE/COUNTY-  AZ/COCONINO
 FQ0553  USGS QUAD   -  EBERT MTN (1989)
 FQ0553
 FQ0553                         *CURRENT SURVEY CONTROL
 FQ0553  ___________________________________________________________________
 FQ0553* NAD 83(1992)-  35 31 12.58228(N)    111 55 50.97085(W)     ADJUSTED  
 FQ0553* NAVD 88     -      2063.85   (+/-2cm)    6771.1    (feet)  VERTCON   
 FQ0553  ___________________________________________________________________
 FQ0553  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FQ0553  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0553  HORZ ORDER  -  THIRD
 FQ0553  VERT ORDER  -  THIRD ? (See Below)
 FQ0553
 FQ0553.The horizontal coordinates were established by classical geodetic methods
 FQ0553.and adjusted by the National Geodetic Survey in August 1993.
 FQ0553
 FQ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0553.The vertical order pertains to the NGVD 29 superseded value.
 FQ0553
 FQ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0553
 FQ0553.The geoid height was determined by GEOID03.
 FQ0553
 FQ0553;                    North         East     Units Scale Factor Converg.
 FQ0553;SPC AZ C     -   501,278.063   212,075.851   MT  0.99990002   -0 00 29.6
 FQ0553;SPC AZ C     - 1,644,613.07    695,786.91   iFT  0.99990002   -0 00 29.6
 FQ0553;UTM  12      - 3,931,127.839   415,600.457   MT  0.99968778   -0 32 27.0
 FQ0553
 FQ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0553!SPC AZ C     -   0.99967978  x   0.99990002  =   0.99957983
 FQ0553!UTM  12      -   0.99967978  x   0.99968778  =   0.99936766
 FQ0553
 FQ0553:                Primary Azimuth Mark                     Grid Az
 FQ0553:SPC AZ C     -  T24 25N R5E SECS 5 6 31 CC               129 30 02.1
 FQ0553:UTM  12      -  T24 25N R5E SECS 5 6 31 CC               130 01 59.5
 FQ0553
 FQ0553|---------------------------------------------------------------------|
 FQ0553| PID    Reference Object                     Distance      Geod. Az  |
 FQ0553|                                                           dddmmss.s |
 FQ0553| FQ0566 T24 25N R5E SECS 5 6 31 CC          APPROX. 4.0 KM 1292932.5 |
 FQ0553|---------------------------------------------------------------------|
 FQ0553
 FQ0553                          SUPERSEDED SURVEY CONTROL
 FQ0553
 FQ0553  NAD 83(1986)-  35 31 12.58069(N)    111 55 50.96709(W) AD(       ) 3
 FQ0553  NGVD 29 (05/08/89) 2062.86   (m)         6767.9    (f) LEVELING    3  
 FQ0553
 FQ0553.Superseded values are not recommended for survey control.
 FQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0553.See file dsdata.txt to determine how the superseded data were derived.
 FQ0553
 FQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1560031128(NAD 83)
 FQ0553_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FQ0553_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0553_SP_SET: SET IN ROCK OUTCROP
 FQ0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0553+STABILITY: POSITION/ELEVATION WELL
 FQ0553
 FQ0553  HISTORY     - Date     Condition        Report By
 FQ0553  HISTORY     - UNK      MONUMENTED
 FQ0553  HISTORY     - 1965     GOOD             USGS
 FQ0553
 FQ0553                          STATION DESCRIPTION
 FQ0553
 FQ0553'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0246 ***********************************************************************
 FQ0246  DESIGNATION -  6780.3
 FQ0246  PID         -  FQ0246
 FQ0246  STATE/COUNTY-  AZ/COCONINO
 FQ0246  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0246
 FQ0246                         *CURRENT SURVEY CONTROL
 FQ0246  ___________________________________________________________________
 FQ0246* NAD 83(1986)-  35 05 58.     (N)    111 40 28.     (W)     SCALED    
 FQ0246* NAVD 88     -      2067.665  (meters)    6783.66   (feet)  ADJUSTED  
 FQ0246  ___________________________________________________________________
 FQ0246  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0246  DYNAMIC HT  -        2064.729 (meters)    6774.03  (feet)  COMP
 FQ0246  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 FQ0246
 FQ0246  VERT ORDER  -  FIRST     CLASS II
 FQ0246
 FQ0246.The horizontal coordinates were scaled from a topographic map and have
 FQ0246.an estimated accuracy of +/- 6 seconds.
 FQ0246
 FQ0246.The orthometric height was determined by differential leveling
 FQ0246.and adjusted in June 1991.
 FQ0246
 FQ0246.The geoid height was determined by GEOID03.
 FQ0246
 FQ0246.The dynamic height is computed by dividing the NAVD 88
 FQ0246.geopotential number by the normal gravity value computed on the
 FQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0246.degrees latitude (g = 980.6199 gals.).
 FQ0246
 FQ0246.The modeled gravity was interpolated from observed gravity values.
 FQ0246
 FQ0246;                    North         East    Units  Estimated Accuracy
 FQ0246;SPC AZ C     -   454,630.      235,440.      MT  (+/- 180 meters Scaled)
 FQ0246
 FQ0246                          SUPERSEDED SURVEY CONTROL
 FQ0246
 FQ0246  NGVD 29 (??/??/92) 2066.657  (m)         6780.36   (f) ADJ UNCH    1 2
 FQ0246
 FQ0246.Superseded values are not recommended for survey control.
 FQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0246.See file dsdata.txt to determine how the superseded data were derived.
 FQ0246
 FQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD385842(NAD 83)
 FQ0246_MARKER: Z = SEE DESCRIPTION
 FQ0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0246_SP_SET: TREE
 FQ0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0246
 FQ0246  HISTORY     - Date     Condition        Report By
 FQ0246  HISTORY     - UNK      MONUMENTED       USGS
 FQ0246  HISTORY     - 1933     GOOD             NGS
 FQ0246  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 FQ0246
 FQ0246                          STATION DESCRIPTION
 FQ0246
 FQ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0246'8.2 MI S FROM FLAGSTAFF.
 FQ0246'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0246'FLAGSTAFF, COCONINO COUNTY, AT THE TOP OF A HILL, ABOUT 150 FEET SOUTH
 FQ0246'OF A ROAD FORK, 90 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN
 FQ0246'THE ROOT OF A PINE TREE PAINTED U.S.B.M. 6780.3.  A UNITED STATES
 FQ0246'GEOLOGICAL SURVEY STANDARD NAIL AND WASHER.
 FQ0246
 FQ0246                          STATION RECOVERY (2005)
 FQ0246
 FQ0246'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 FQ0246'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0344 ***********************************************************************
 FS0344  DESIGNATION -  679+15
 FS0344  PID         -  FS0344
 FS0344  STATE/COUNTY-  AZ/MOHAVE
 FS0344  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0344
 FS0344                         *CURRENT SURVEY CONTROL
 FS0344  ___________________________________________________________________
 FS0344* NAD 83(1986)-  35 31 36.     (N)    114 21 15.     (W)     SCALED    
 FS0344* NAVD 88     -       907.599  (meters)    2977.68   (feet)  POSTED    
 FS0344  ___________________________________________________________________
 FS0344  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0344  DYNAMIC HT  -         906.560 (meters)    2974.27  (feet)  COMP
 FS0344  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 FS0344
 FS0344  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0344
 FS0344.The horizontal coordinates were scaled from a topographic map and have
 FS0344.an estimated accuracy of +/- 6 seconds.
 FS0344
 FS0344.The orthometric height was determined by differential leveling
 FS0344.and adjusted by the  in 1992.
 FS0344.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0344.rate of 4.1 thru 8.0 mm/km.
 FS0344
 FS0344.The geoid height was determined by GEOID03.
 FS0344
 FS0344.The dynamic height is computed by dividing the NAVD 88
 FS0344.geopotential number by the normal gravity value computed on the
 FS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0344.degrees latitude (g = 980.6199 gals.).
 FS0344
 FS0344.The modeled gravity was interpolated from observed gravity values.
 FS0344
 FS0344;                    North         East    Units  Estimated Accuracy
 FS0344;SPC AZ W     -   502,180.      158,570.      MT  (+/- 180 meters Scaled)
 FS0344
 FS0344                          SUPERSEDED SURVEY CONTROL
 FS0344
 FS0344  NGVD 29 (??/??/92)  906.826  (m)         2975.14   (f) ADJ UNCH    1 1
 FS0344
 FS0344.Superseded values are not recommended for survey control.
 FS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0344.See file dsdata.txt to determine how the superseded data were derived.
 FS0344
 FS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV399346(NAD 83)
 FS0344_MARKER: DD = SURVEY DISK
 FS0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0344_SP_SET: CULVERT
 FS0344_STAMPING: 679+15 2975.76 1935
 FS0344_MARK LOGO: AZHD  
 FS0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0344
 FS0344  HISTORY     - Date     Condition        Report By
 FS0344  HISTORY     - 1935     MONUMENTED       AZHD
 FS0344  HISTORY     - 1949     GOOD             NGS
 FS0344  HISTORY     - 1982     GOOD             NGS
 FS0344
 FS0344                          STATION DESCRIPTION
 FS0344
 FS0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0344'10.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0344'10.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0344'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 6-FOOT
 FS0344'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0344'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0344'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0344
 FS0344                          STATION RECOVERY (1982)
 FS0344
 FS0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0344'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0032 ***********************************************************************
 DU0032  DESIGNATION -  679+75
 DU0032  PID         -  DU0032
 DU0032  STATE/COUNTY-  AZ/GILA
 DU0032  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0032
 DU0032                         *CURRENT SURVEY CONTROL
 DU0032  ___________________________________________________________________
 DU0032* NAD 83(1986)-  33 48 04.     (N)    110 29 50.     (W)     SCALED    
 DU0032* NAVD 88     -      1161.730  (meters)    3811.44   (feet)  ADJUSTED  
 DU0032  ___________________________________________________________________
 DU0032  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DU0032  DYNAMIC HT  -        1160.158 (meters)    3806.28  (feet)  COMP
 DU0032  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 DU0032
 DU0032  VERT ORDER  -  SECOND    CLASS 0
 DU0032
 DU0032.The horizontal coordinates were scaled from a topographic map and have
 DU0032.an estimated accuracy of +/- 6 seconds.
 DU0032
 DU0032.The orthometric height was determined by differential leveling
 DU0032.and adjusted in June 1991.
 DU0032
 DU0032.The geoid height was determined by GEOID03.
 DU0032
 DU0032.The dynamic height is computed by dividing the NAVD 88
 DU0032.geopotential number by the normal gravity value computed on the
 DU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0032.degrees latitude (g = 980.6199 gals.).
 DU0032
 DU0032.The modeled gravity was interpolated from observed gravity values.
 DU0032
 DU0032;                    North         East    Units  Estimated Accuracy
 DU0032;SPC AZ E     -   310,640.      182,750.      MT  (+/- 180 meters Scaled)
 DU0032
 DU0032                          SUPERSEDED SURVEY CONTROL
 DU0032
 DU0032  NGVD 29 (??/??/92) 1161.089  (m)         3809.34   (f) ADJ UNCH    2 0
 DU0032
 DU0032.Superseded values are not recommended for survey control.
 DU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0032.See file dsdata.txt to determine how the superseded data were derived.
 DU0032
 DU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC465402(NAD 83)
 DU0032_MARKER: DD = SURVEY DISK
 DU0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0032_SP_SET: CULVERT
 DU0032_STAMPING: 679+75 3421.20 34
 DU0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0032
 DU0032  HISTORY     - Date     Condition        Report By
 DU0032  HISTORY     - UNK      MONUMENTED       AZHD
 DU0032  HISTORY     - 1960     GOOD             NGS
 DU0032  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0032
 DU0032                          STATION DESCRIPTION
 DU0032
 DU0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0032'7.25 MI N FROM SENECA.
 DU0032'ABOUT 7.25 MILES NORTH ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0032'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0032'1.25 MILES NORTHEAST OF THE NORTHWEST END OF THE SALT RIVER CANYON
 DU0032'BRIDGE, IN THE CENTER OF THE TOP OF THE CONCRETE HEADWALL OF A 36-INCH
 DU0032'CULVERT, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 DU0032'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DU0032
 DU0032                          STATION RECOVERY (1966)
 DU0032
 DU0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0639 ***********************************************************************
 ER0639  DESIGNATION -  68 BKC
 ER0639  PID         -  ER0639
 ER0639  STATE/COUNTY-  AZ/APACHE
 ER0639  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0639
 ER0639                         *CURRENT SURVEY CONTROL
 ER0639  ___________________________________________________________________
 ER0639* NAD 83(1986)-  34 11 58.     (N)    109 23 46.     (W)     SCALED    
 ER0639* NAVD 88     -      2079.683  (meters)    6823.09   (feet)  ADJUSTED  
 ER0639  ___________________________________________________________________
 ER0639  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0639  DYNAMIC HT  -        2076.505 (meters)    6812.67  (feet)  COMP
 ER0639  MODELED GRAV-     979,033.4   (mgal)                       NAVD 88
 ER0639
 ER0639  VERT ORDER  -  SECOND    CLASS 0
 ER0639
 ER0639.The horizontal coordinates were scaled from a topographic map and have
 ER0639.an estimated accuracy of +/- 6 seconds.
 ER0639
 ER0639.The orthometric height was determined by differential leveling
 ER0639.and adjusted in June 1991.
 ER0639
 ER0639.The geoid height was determined by GEOID03.
 ER0639
 ER0639.The dynamic height is computed by dividing the NAVD 88
 ER0639.geopotential number by the normal gravity value computed on the
 ER0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0639.degrees latitude (g = 980.6199 gals.).
 ER0639
 ER0639.The modeled gravity was interpolated from observed gravity values.
 ER0639
 ER0639;                    North         East    Units  Estimated Accuracy
 ER0639;SPC AZ E     -   355,040.      284,370.      MT  (+/- 180 meters Scaled)
 ER0639
 ER0639                          SUPERSEDED SURVEY CONTROL
 ER0639
 ER0639  NGVD 29 (??/??/92) 2078.75   (m)         6820.0    (f) COMPUTED    2 0
 ER0639
 ER0639.Superseded values are not recommended for survey control.
 ER0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0639.See file dsdata.txt to determine how the superseded data were derived.
 ER0639
 ER0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC477854(NAD 83)
 ER0639_MARKER: DB = BENCH MARK DISK
 ER0639_SETTING: 66 = SET IN ROCK OUTCROP
 ER0639_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0639_STAMPING: 68 BKC 1968 6820
 ER0639_MARK LOGO: USGS  
 ER0639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0639+STABILITY: POSITION/ELEVATION WELL
 ER0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0639+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0639
 ER0639  HISTORY     - Date     Condition        Report By
 ER0639  HISTORY     - 1968     MONUMENTED       USGS
 ER0639
 ER0639                          STATION DESCRIPTION
 ER0639
 ER0639'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0639'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 8.9 MILES
 ER0639'NORTHWEST ALONG U S HIGHWAY 60, 390 FEET WEST OF A BRIDGE ACROSS A
 ER0639'LARGE DRAIN, 154 FEET SOUTH OF THE ROAD, 78 FEET SOUTH OF A WITNESS
 ER0639'SIGN, 3 FEET NORTH OF A CAIRN, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0824 ***********************************************************************
 ET0824  DESIGNATION -  68 DOR
 ET0824  PID         -  ET0824
 ET0824  STATE/COUNTY-  AZ/MOHAVE
 ET0824  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0824
 ET0824                         *CURRENT SURVEY CONTROL
 ET0824  ___________________________________________________________________
 ET0824* NAD 83(1986)-  34 42 47.     (N)    113 55 19.     (W)     SCALED    
 ET0824* NAVD 88     -       964.579  (meters)    3164.62   (feet)  ADJUSTED  
 ET0824  ___________________________________________________________________
 ET0824  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 ET0824  DYNAMIC HT  -         963.425 (meters)    3160.84  (feet)  COMP
 ET0824  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 ET0824  OBS GRAVITY -     979,406.0   (mgal)                       GRAV_OBS
 ET0824
 ET0824  VERT ORDER  -  FIRST     CLASS II
 ET0824
 ET0824.The horizontal coordinates were scaled from a topographic map and have
 ET0824.an estimated accuracy of +/- 6 seconds.
 ET0824
 ET0824.The orthometric height was determined by differential leveling
 ET0824.and adjusted in June 1991.
 ET0824
 ET0824.The geoid height was determined by GEOID03.
 ET0824
 ET0824.The dynamic height is computed by dividing the NAVD 88
 ET0824.geopotential number by the normal gravity value computed on the
 ET0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0824.degrees latitude (g = 980.6199 gals.).
 ET0824
 ET0824.The modeled gravity was interpolated from observed gravity values.
 ET0824.The observed gravity was obtained from relative gravimeter ties
 ET0824.to the IGSN71 gravity network.
 ET0824
 ET0824;                    North         East    Units  Estimated Accuracy
 ET0824;SPC AZ W     -   411,770.      197,610.      MT  (+/- 180 meters Scaled)
 ET0824
 ET0824                          SUPERSEDED SURVEY CONTROL
 ET0824
 ET0824.No superseded survey control is available for this station.
 ET0824
 ET0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD323451(NAD 83)
 ET0824_MARKER: DB = BENCH MARK DISK
 ET0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0824_SP_SET: CONCRETE POST
 ET0824_STAMPING: 68 DOR 1966 3162
 ET0824_MARK LOGO: USGS  
 ET0824_PROJECTION: PROJECTING 5 CENTIMETERS
 ET0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0824+STABILITY: SURFACE MOTION
 ET0824
 ET0824  HISTORY     - Date     Condition        Report By
 ET0824  HISTORY     - 1966     MONUMENTED       USGS
 ET0824  HISTORY     - 1981     GOOD             NGS
 ET0824
 ET0824                          STATION DESCRIPTION
 ET0824
 ET0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0824'30.2 KM (18.8 MI) SE FROM YUCCA.
 ET0824'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0824'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.1 KM (0.7 MI) NORTH ALONG A
 ET0824'DIRT ROAD LEADING TO 17 MILE RANCH, THENCE 0.2 KM (0.1 MI) NORTHEAST
 ET0824'ALONG A LANDING STRIP, AT THE WIND SOCK, 14.5 METERS (47.5 FT)
 ET0824'SOUTHEAST OF THE CENTERLINE OF THE LANDING STRIP, 1.7 METERS (5.5 FT)
 ET0824'SOUTHEAST OF THE WIND SOCK.
 ET0824'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 ET0824'THE MARK IS ABOVE LEVEL WITH THE LANDING STRIP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1018 ***********************************************************************
 FR1018  DESIGNATION -  68 EMH
 FR1018  PID         -  FR1018
 FR1018  STATE/COUNTY-  AZ/COCONINO
 FR1018  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1018
 FR1018                         *CURRENT SURVEY CONTROL
 FR1018  ___________________________________________________________________
 FR1018* NAD 83(1986)-  35 28 27.     (N)    112 38 38.     (W)     SCALED    
 FR1018* NAVD 88     -      1798.379  (meters)    5900.18   (feet)  POSTED    
 FR1018  ___________________________________________________________________
 FR1018  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 FR1018  DYNAMIC HT  -        1795.970 (meters)    5892.28  (feet)  COMP
 FR1018  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 FR1018
 FR1018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1018
 FR1018.The horizontal coordinates were scaled from a topographic map and have
 FR1018.an estimated accuracy of +/- 6 seconds.
 FR1018
 FR1018.The orthometric height was determined by differential leveling
 FR1018.and adjusted by the  in 1992.
 FR1018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1018.rate of 0.0 thru 1.0 mm/km.
 FR1018
 FR1018.The geoid height was determined by GEOID03.
 FR1018
 FR1018.The dynamic height is computed by dividing the NAVD 88
 FR1018.geopotential number by the normal gravity value computed on the
 FR1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1018.degrees latitude (g = 980.6199 gals.).
 FR1018
 FR1018.The modeled gravity was interpolated from observed gravity values.
 FR1018
 FR1018;                    North         East    Units  Estimated Accuracy
 FR1018;SPC AZ C     -   496,420.      147,360.      MT  (+/- 180 meters Scaled)
 FR1018
 FR1018                          SUPERSEDED SURVEY CONTROL
 FR1018
 FR1018.No superseded survey control is available for this station.
 FR1018
 FR1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE508268(NAD 83)
 FR1018_MARKER: DB = BENCH MARK DISK
 FR1018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1018_SP_SET: COPPER-CLAD STEEL ROD
 FR1018_STAMPING: 68 EMH 1973 5897
 FR1018_MARK LOGO: USGS  
 FR1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1018
 FR1018  HISTORY     - Date     Condition        Report By
 FR1018  HISTORY     - 1973     MONUMENTED       USGS
 FR1018
 FR1018                          STATION DESCRIPTION
 FR1018
 FR1018'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1018'51.0 KM (31.70 MI) NORTH FROM SELIGMAN.
 FR1018'FROM THE GATE AT SEVEN RANCH, PROCEED 4.4 MILES NORTHWEST ALONG A
 FR1018'DIRT ROAD, 0.2 MILES NORTHWEST OF THE JUNCTION OF A TRACK ROAD WEST,
 FR1018'110 FEET SOUTH OF A SMALL DRAIN CROSSING, AT THE OUTSIDE OF A CURVE
 FR1018'RIGHT, 22 FEET WEST OF THE CENTERLINE OF THE ROAD.  ROD DEPTH
 FR1018'UNKNOWN.
 FR1018'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0660 ***********************************************************************
 FP0660  DESIGNATION -  68 HLS
 FP0660  PID         -  FP0660
 FP0660  STATE/COUNTY-  AZ/APACHE
 FP0660  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0660
 FP0660                         *CURRENT SURVEY CONTROL
 FP0660  ___________________________________________________________________
 FP0660* NAD 83(1986)-  35 16 47.     (N)    109 26 34.     (W)     SCALED    
 FP0660* NAVD 88     -      1871.357  (meters)    6139.61   (feet)  ADJUSTED  
 FP0660  ___________________________________________________________________
 FP0660  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 FP0660  DYNAMIC HT  -        1868.729 (meters)    6130.99  (feet)  COMP
 FP0660  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 FP0660
 FP0660  VERT ORDER  -  SECOND    CLASS II
 FP0660
 FP0660.The horizontal coordinates were scaled from a topographic map and have
 FP0660.an estimated accuracy of +/- 6 seconds.
 FP0660
 FP0660.The orthometric height was determined by differential leveling
 FP0660.and adjusted in June 1991.
 FP0660
 FP0660.The geoid height was determined by GEOID03.
 FP0660
 FP0660.The dynamic height is computed by dividing the NAVD 88
 FP0660.geopotential number by the normal gravity value computed on the
 FP0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0660.degrees latitude (g = 980.6199 gals.).
 FP0660
 FP0660.The modeled gravity was interpolated from observed gravity values.
 FP0660
 FP0660;                    North         East    Units  Estimated Accuracy
 FP0660;SPC AZ E     -   474,850.      279,210.      MT  (+/- 180 meters Scaled)
 FP0660
 FP0660                          SUPERSEDED SURVEY CONTROL
 FP0660
 FP0660  NGVD 29 (??/??/92) 1870.44   (m)         6136.6    (f) COMPUTED    2 2
 FP0660
 FP0660.Superseded values are not recommended for survey control.
 FP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0660.See file dsdata.txt to determine how the superseded data were derived.
 FP0660
 FP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE416051(NAD 83)
 FP0660_MARKER: DB = BENCH MARK DISK
 FP0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0660_SP_SET: COPPER-CLAD STEEL ROD
 FP0660_STAMPING: 68 HLS 1970 6136
 FP0660_MARK LOGO: USGS  
 FP0660_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0660+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0660
 FP0660  HISTORY     - Date     Condition        Report By
 FP0660  HISTORY     - 1970     MONUMENTED       USGS
 FP0660
 FP0660                          STATION DESCRIPTION
 FP0660
 FP0660'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0660'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0660'PROCEED 6.2 MILES NORTH ALONG STATE HIGHWAY 63, 267 FEET SOUTH OF AN
 FP0660'EAST-WEST CROSSROAD, 44 FEET EAST OF THE HIGHWAY, 1 FOOT WEST OF A
 FP0660'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0660'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0242 ***********************************************************************
 FQ0242  DESIGNATION -  6804.4
 FQ0242  PID         -  FQ0242
 FQ0242  STATE/COUNTY-  AZ/COCONINO
 FQ0242  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0242
 FQ0242                         *CURRENT SURVEY CONTROL
 FQ0242  ___________________________________________________________________
 FQ0242* NAD 83(1986)-  35 04 46.     (N)    111 42 12.     (W)     SCALED    
 FQ0242* NAVD 88     -      2074.981  (meters)    6807.67   (feet)  ADJUSTED  
 FQ0242  ___________________________________________________________________
 FQ0242  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0242  DYNAMIC HT  -        2072.060 (meters)    6798.08  (feet)  COMP
 FQ0242  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 FQ0242
 FQ0242  VERT ORDER  -  FIRST     CLASS II
 FQ0242
 FQ0242.The horizontal coordinates were scaled from a topographic map and have
 FQ0242.an estimated accuracy of +/- 6 seconds.
 FQ0242
 FQ0242.The orthometric height was determined by differential leveling
 FQ0242.and adjusted in June 1991.
 FQ0242
 FQ0242.The geoid height was determined by GEOID03.
 FQ0242
 FQ0242.The dynamic height is computed by dividing the NAVD 88
 FQ0242.geopotential number by the normal gravity value computed on the
 FQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0242.degrees latitude (g = 980.6199 gals.).
 FQ0242
 FQ0242.The modeled gravity was interpolated from observed gravity values.
 FQ0242
 FQ0242;                    North         East    Units  Estimated Accuracy
 FQ0242;SPC AZ C     -   452,410.      232,810.      MT  (+/- 180 meters Scaled)
 FQ0242
 FQ0242                          SUPERSEDED SURVEY CONTROL
 FQ0242
 FQ0242  NGVD 29 (??/??/92) 2073.998  (m)         6804.44   (f) ADJ UNCH    1 2
 FQ0242
 FQ0242.Superseded values are not recommended for survey control.
 FQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0242.See file dsdata.txt to determine how the superseded data were derived.
 FQ0242
 FQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD358820(NAD 83)
 FQ0242_MARKER: Z = SEE DESCRIPTION
 FQ0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0242_SP_SET: TREE
 FQ0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0242
 FQ0242  HISTORY     - Date     Condition        Report By
 FQ0242  HISTORY     - UNK      MONUMENTED       USGS
 FQ0242  HISTORY     - 1933     GOOD             NGS
 FQ0242
 FQ0242                          STATION DESCRIPTION
 FQ0242
 FQ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0242'10.5 MI S FROM FLAGSTAFF.
 FQ0242'ABOUT 10.5 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0242'FLAGSTAFF, COCONINO COUNTY, ABOUT 1.1 MILES SOUTHWEST OF A ROAD
 FQ0242'JUNCTION, OUTSIDE OF A CURVE, 20 FEET WEST OF THE CENTER LINE OF THE
 FQ0242'HIGHWAY, AND IN THE ROOT OF AN OAK TREE PAINTED U.S.B.M. 6804.4.  A
 FQ0242'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0791 ***********************************************************************
 DA0791  DESIGNATION -  681.43
 DA0791  PID         -  DA0791
 DA0791  STATE/COUNTY-  AZ/MARICOPA
 DA0791  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0791
 DA0791                         *CURRENT SURVEY CONTROL
 DA0791  ___________________________________________________________________
 DA0791* NAD 83(1986)-  32 31 00.     (N)    113 16 26.     (W)     SCALED    
 DA0791* NAVD 88     -       208.27   (+/-2cm)     683.3    (feet)  VERTCON   
 DA0791  ___________________________________________________________________
 DA0791  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0791
 DA0791.The horizontal coordinates were scaled from a topographic map and have
 DA0791.an estimated accuracy of +/- 6 seconds.
 DA0791
 DA0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0791.The vertical order pertains to the NGVD 29 superseded value.
 DA0791
 DA0791.The geoid height was determined by GEOID03.
 DA0791
 DA0791;                    North         East    Units  Estimated Accuracy
 DA0791;SPC AZ C     -   168,970.       85,840.      MT  (+/- 180 meters Scaled)
 DA0791
 DA0791                          SUPERSEDED SURVEY CONTROL
 DA0791
 DA0791  NGVD 29 (??/??/92)  207.640  (m)          681.23   (f) ADJ UNCH    2 0
 DA0791
 DA0791.Superseded values are not recommended for survey control.
 DA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0791.See file dsdata.txt to determine how the superseded data were derived.
 DA0791
 DA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA864999(NAD 83)
 DA0791_MARKER: DD = SURVEY DISK
 DA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0791+STABILITY: SURFACE MOTION
 DA0791
 DA0791  HISTORY     - Date     Condition        Report By
 DA0791  HISTORY     - UNK      MONUMENTED       USGS
 DA0791  HISTORY     - 1962     GOOD             NGS
 DA0791
 DA0791                          STATION DESCRIPTION
 DA0791
 DA0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0791'1.15 MI N FROM TONY TANK.
 DA0791'ABOUT 1.15 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0791'TONY TANK, 0.5 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0791'WHICH PROJECTS 16 FEET AND IS NUMBERED 36, 18 FEET EAST OF THE CENTER
 DA0791'LINE OF THE TRAIL ROAD, 26 FEET NORTH OF THE CENTER LINE OF AN
 DA0791'EAST-WEST ROAD, 86.6 FEET EAST OF BENCH MARK D 353, ABOUT LEVEL WITH
 DA0791'THE ROAD, AND A BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0232 ***********************************************************************
 FQ0232  DESIGNATION -  6843
 FQ0232  PID         -  FQ0232
 FQ0232  STATE/COUNTY-  AZ/COCONINO
 FQ0232  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0232
 FQ0232                         *CURRENT SURVEY CONTROL
 FQ0232  ___________________________________________________________________
 FQ0232* NAD 83(1986)-  35 12 39.     (N)    111 36 09.     (W)     SCALED    
 FQ0232* NAVD 88     -      2086.194  (meters)    6844.45   (feet)  POSTED    
 FQ0232  ___________________________________________________________________
 FQ0232  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0232  DYNAMIC HT  -        2083.220 (meters)    6834.70  (feet)  COMP
 FQ0232  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 FQ0232
 FQ0232  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0232
 FQ0232.The horizontal coordinates were scaled from a topographic map and have
 FQ0232.an estimated accuracy of +/- 6 seconds.
 FQ0232
 FQ0232.The orthometric height was determined by differential leveling
 FQ0232.and adjusted by the  in 1992.
 FQ0232.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0232.was located on a no-check spur therefore a value was not computed.
 FQ0232.No vertical observational check was made to the station.
 FQ0232
 FQ0232.The geoid height was determined by GEOID03.
 FQ0232
 FQ0232.The dynamic height is computed by dividing the NAVD 88
 FQ0232.geopotential number by the normal gravity value computed on the
 FQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0232.degrees latitude (g = 980.6199 gals.).
 FQ0232
 FQ0232.The modeled gravity was interpolated from observed gravity values.
 FQ0232
 FQ0232;                    North         East    Units  Estimated Accuracy
 FQ0232;SPC AZ C     -   467,010.      241,960.      MT  (+/- 180 meters Scaled)
 FQ0232
 FQ0232                          SUPERSEDED SURVEY CONTROL
 FQ0232
 FQ0232  NGVD 29 (??/??/92) 2085.169  (m)         6841.09   (f) ADJ UNCH    1 2
 FQ0232
 FQ0232.Superseded values are not recommended for survey control.
 FQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0232.See file dsdata.txt to determine how the superseded data were derived.
 FQ0232
 FQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD451965(NAD 83)
 FQ0232_MARKER: DD = SURVEY DISK
 FQ0232_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0232_SP_SET: ROCK OUTCROP
 FQ0232_STAMPING: 1841.092 1907
 FQ0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0232+STABILITY: POSITION/ELEVATION WELL
 FQ0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0232+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0232
 FQ0232  HISTORY     - Date     Condition        Report By
 FQ0232  HISTORY     - 1907     MONUMENTED       USGS
 FQ0232  HISTORY     - 1934     GOOD             NGS
 FQ0232  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0232  HISTORY     - 20050929 GOOD             USPSQD
 FQ0232
 FQ0232                          STATION DESCRIPTION
 FQ0232
 FQ0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0232'3.1 MI E FROM FLAGSTAFF.
 FQ0232'3.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0232'THE STATION AT FLAGSTAFF, COCONINO COUNTY, AT MILEPOST 341, OPPOSITE
 FQ0232'THE CENTER OF A RAIL RACK, 50 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0232'SOUTH TRACK, 5 FEET SOUTH OF A POLE, AND IN THE TOP OF A ROCK OUTCROP
 FQ0232'FLUSH WITH THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 FQ0232'STAMPED 1841.092 1907.
 FQ0232
 FQ0232                          STATION RECOVERY (1982)
 FQ0232
 FQ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0232'NOT RECOVERED.
 FQ0232
 FQ0232                          STATION RECOVERY (1983)
 FQ0232
 FQ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0232'MARK NOT FOUND.
 FQ0232
 FQ0232                          STATION RECOVERY (2005)
 FQ0232
 FQ0232'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0232'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0231 ***********************************************************************
 FQ0231  DESIGNATION -  6844
 FQ0231  PID         -  FQ0231
 FQ0231  STATE/COUNTY-  AZ/COCONINO
 FQ0231  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0231
 FQ0231                         *CURRENT SURVEY CONTROL
 FQ0231  ___________________________________________________________________
 FQ0231* NAD 83(1986)-  35 12 10.     (N)    111 36 57.     (W)     SCALED    
 FQ0231* NAVD 88     -      2085.543  (meters)    6842.32   (feet)  ADJUSTED  
 FQ0231  ___________________________________________________________________
 FQ0231  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0231  DYNAMIC HT  -        2082.575 (meters)    6832.58  (feet)  COMP
 FQ0231  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 FQ0231
 FQ0231  VERT ORDER  -  FIRST     CLASS II
 FQ0231
 FQ0231.The horizontal coordinates were scaled from a topographic map and have
 FQ0231.an estimated accuracy of +/- 6 seconds.
 FQ0231
 FQ0231.The orthometric height was determined by differential leveling
 FQ0231.and adjusted in June 1991.
 FQ0231
 FQ0231.The geoid height was determined by GEOID03.
 FQ0231
 FQ0231.The dynamic height is computed by dividing the NAVD 88
 FQ0231.geopotential number by the normal gravity value computed on the
 FQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0231.degrees latitude (g = 980.6199 gals.).
 FQ0231
 FQ0231.The modeled gravity was interpolated from observed gravity values.
 FQ0231
 FQ0231;                    North         East    Units  Estimated Accuracy
 FQ0231;SPC AZ C     -   466,110.      240,750.      MT  (+/- 180 meters Scaled)
 FQ0231
 FQ0231                          SUPERSEDED SURVEY CONTROL
 FQ0231
 FQ0231  NGVD 29 (??/??/92) 2084.516  (m)         6838.95   (f) ADJ UNCH    1 2
 FQ0231
 FQ0231.Superseded values are not recommended for survey control.
 FQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0231.See file dsdata.txt to determine how the superseded data were derived.
 FQ0231
 FQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD439957(NAD 83)
 FQ0231_MARKER: Q = CHISELED SQUARE
 FQ0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0231_SP_SET: ABUTMENT
 FQ0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0231+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0231
 FQ0231  HISTORY     - Date     Condition        Report By
 FQ0231  HISTORY     - UNK      MONUMENTED       USGS
 FQ0231  HISTORY     - 1955     GOOD             NGS
 FQ0231  HISTORY     - 1982     GOOD             NGS
 FQ0231  HISTORY     - 1983     GOOD             NGS
 FQ0231  HISTORY     - 20050929 GOOD             USPSQD
 FQ0231
 FQ0231                          STATION DESCRIPTION
 FQ0231
 FQ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0231'2.1 MI E FROM FLAGSTAFF.
 FQ0231'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0231'THE STATION AT FLAGSTAFF, COCONINO COUNTY, 1/2 POLE SOUTH OF MILEPOST
 FQ0231'342, AT STEEL BRIDGE A 343, IN THE NORTH END OF THE EAST ABUTMENT, 14
 FQ0231'INCHES FROM THE FACE, 2 FEET FROM THE END OF THE COPING STONE, 12 FEET
 FQ0231'WEST OF THE CENTERLINE OF THE TRACK, AND 10 FEET HIGHER THAN THE
 FQ0231'GROUND.  A CHISELED SQUARE, LETTERED U.S.
 FQ0231
 FQ0231                          STATION RECOVERY (1982)
 FQ0231
 FQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0231'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0231'7.1 KM (4.4 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0231'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, CHISELED SQUARE IN TOP OF
 FQ0231'THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE, 25.9
 FQ0231'METERS (85 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.2 METERS (14 FT)
 FQ0231'NORTHWEST OF THE NORTHWEST RAIL.
 FQ0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0231
 FQ0231                          STATION RECOVERY (1983)
 FQ0231
 FQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0231'RECOVERED IN GOOD CONDITION.
 FQ0231
 FQ0231                          STATION RECOVERY (2005)
 FQ0231
 FQ0231'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0224 ***********************************************************************
 FQ0224  DESIGNATION -  6852 RESET
 FQ0224  PID         -  FQ0224
 FQ0224  STATE/COUNTY-  AZ/COCONINO
 FQ0224  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0224
 FQ0224                         *CURRENT SURVEY CONTROL
 FQ0224  ___________________________________________________________________
 FQ0224* NAD 83(1986)-  35 14 19.     (N)    111 59 48.     (W)     SCALED    
 FQ0224* NAVD 88     -      2088.96   (+/-2cm)    6853.5    (feet)  VERTCON   
 FQ0224  ___________________________________________________________________
 FQ0224  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0224  VERT ORDER  -  ? (See Below)
 FQ0224
 FQ0224.The horizontal coordinates were scaled from a topographic map and have
 FQ0224.an estimated accuracy of +/- 6 seconds.
 FQ0224
 FQ0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0224.The vertical order pertains to the NGVD 29 superseded value.
 FQ0224
 FQ0224.The geoid height was determined by GEOID03.
 FQ0224
 FQ0224;                    North         East    Units  Estimated Accuracy
 FQ0224;SPC AZ C     -   470,050.      206,080.      MT  (+/- 180 meters Scaled)
 FQ0224
 FQ0224                          SUPERSEDED SURVEY CONTROL
 FQ0224
 FQ0224  NGVD 29 (??/??/92) 2087.947  (m)         6850.21   (f) ADJ UNCH    ?  
 FQ0224
 FQ0224.Superseded values are not recommended for survey control.
 FQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0224.See file dsdata.txt to determine how the superseded data were derived.
 FQ0224
 FQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD093999(NAD 83)
 FQ0224_MARKER: DD = SURVEY DISK
 FQ0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0224_SP_SET: BRIDGE
 FQ0224_STAMPING: 6852 1907
 FQ0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0224
 FQ0224  HISTORY     - Date     Condition        Report By
 FQ0224  HISTORY     - 1914     MONUMENTED       USGS
 FQ0224  HISTORY     - 1914     GOOD             USGS
 FQ0224
 FQ0224                          STATION DESCRIPTION
 FQ0224
 FQ0224'DESCRIBED BY US GEOLOGICAL SURVEY 1914
 FQ0224'2.0 MI E FROM CHALENDER.
 FQ0224'2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0224'THE STATION AT CHALENDER, COCONINO COUNTY, 3-1/2 POLES WEST OF
 FQ0224'MILEPOST 366, AT STEEL GIRDER BRIDGE A 367, IN THE TOP OF THE SOUTH
 FQ0224'END OF THE EAST ABUTMENT, 1 FOOT FROM THE FACE, 2-1/2 FEET FROM THE
 FQ0224'END OF THE COPING, 11 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.
 FQ0224'AND 1/2 FOOT LOWER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 FQ0224'DISK, STAMPED 6852 1907.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0249 ***********************************************************************
 FQ0249  DESIGNATION -  6863.1
 FQ0249  PID         -  FQ0249
 FQ0249  STATE/COUNTY-  AZ/COCONINO
 FQ0249  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0249
 FQ0249                         *CURRENT SURVEY CONTROL
 FQ0249  ___________________________________________________________________
 FQ0249* NAD 83(1986)-  35 07 25.     (N)    111 41 00.     (W)     SCALED    
 FQ0249* NAVD 88     -      2092.894  (meters)    6866.44   (feet)  ADJUSTED  
 FQ0249  ___________________________________________________________________
 FQ0249  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 FQ0249  DYNAMIC HT  -        2089.912 (meters)    6856.65  (feet)  COMP
 FQ0249  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 FQ0249
 FQ0249  VERT ORDER  -  FIRST     CLASS II
 FQ0249
 FQ0249.The horizontal coordinates were scaled from a topographic map and have
 FQ0249.an estimated accuracy of +/- 6 seconds.
 FQ0249
 FQ0249.The orthometric height was determined by differential leveling
 FQ0249.and adjusted in June 1991.
 FQ0249
 FQ0249.The geoid height was determined by GEOID03.
 FQ0249
 FQ0249.The dynamic height is computed by dividing the NAVD 88
 FQ0249.geopotential number by the normal gravity value computed on the
 FQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0249.degrees latitude (g = 980.6199 gals.).
 FQ0249
 FQ0249.The modeled gravity was interpolated from observed gravity values.
 FQ0249
 FQ0249;                    North         East    Units  Estimated Accuracy
 FQ0249;SPC AZ C     -   457,310.      234,630.      MT  (+/- 180 meters Scaled)
 FQ0249
 FQ0249                          SUPERSEDED SURVEY CONTROL
 FQ0249
 FQ0249  NGVD 29 (??/??/92) 2091.872  (m)         6863.08   (f) ADJ UNCH    1 2
 FQ0249
 FQ0249.Superseded values are not recommended for survey control.
 FQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0249.See file dsdata.txt to determine how the superseded data were derived.
 FQ0249
 FQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377869(NAD 83)
 FQ0249_MARKER: Z = SEE DESCRIPTION
 FQ0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0249_SP_SET: TREE
 FQ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0249
 FQ0249  HISTORY     - Date     Condition        Report By
 FQ0249  HISTORY     - UNK      MONUMENTED       USGS
 FQ0249  HISTORY     - 1955     MARK NOT FOUND   NGS
 FQ0249
 FQ0249                          STATION DESCRIPTION
 FQ0249
 FQ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0249'6.4 MI S FROM FLAGSTAFF.
 FQ0249'ABOUT 6.4 MILES SOUTH ALONG STATE HWY. 79 FROM THE STATION AT
 FQ0249'FLAGSTAFF, COCONINO COUNTY, ABOUT 75 YARDS NORTH OF A RAILROAD
 FQ0249'CROSSING, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 FQ0249'ROOT OF A PINE TREE PAINTED U.S.B.M. 6863.1.  A UNITED STATES
 FQ0249'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.  NOTE-- TO REACH
 FQ0249'THE TREE FROM THE A.T. AND S.F. RAILROAD STATION IN FLAGSTAFF GO SOUTH
 FQ0249'ON U.S. HIGHWAY NO. 89A FOR 5.5 MILES TO A GRADED T-ROAD SOUTHEAST
 FQ0249'APPROXIMATELY 800 FT. SOUTH OF A RAILROAD CROSSING.  GO SOUTHEAST
 FQ0249'ALONG GRADED ROAD FOR 0.7 MILE TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0054 ***********************************************************************
 GQ0054  DESIGNATION -  6866
 GQ0054  PID         -  GQ0054
 GQ0054  STATE/COUNTY-  AZ/COCONINO
 GQ0054  USGS QUAD   -  GRAND CANYON (1988)
 GQ0054
 GQ0054                         *CURRENT SURVEY CONTROL
 GQ0054  ___________________________________________________________________
 GQ0054* NAD 83(1986)-  36 03 29.     (N)    112 08 28.     (W)     SCALED    
 GQ0054* NAVD 88     -      2091.919  (meters)    6863.24   (feet)  POSTED    
 GQ0054  ___________________________________________________________________
 GQ0054  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0054  DYNAMIC HT  -        2089.120 (meters)    6854.05  (feet)  COMP
 GQ0054  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 GQ0054
 GQ0054  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0054
 GQ0054.The horizontal coordinates were scaled from a topographic map and have
 GQ0054.an estimated accuracy of +/- 6 seconds.
 GQ0054
 GQ0054.The orthometric height was determined by differential leveling
 GQ0054.and adjusted by the  in 1992.
 GQ0054.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0054.rate of 0.0 thru 1.0 mm/km.
 GQ0054
 GQ0054.The geoid height was determined by GEOID03.
 GQ0054
 GQ0054.The dynamic height is computed by dividing the NAVD 88
 GQ0054.geopotential number by the normal gravity value computed on the
 GQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0054.degrees latitude (g = 980.6199 gals.).
 GQ0054
 GQ0054.The modeled gravity was interpolated from observed gravity values.
 GQ0054
 GQ0054;                    North         East    Units  Estimated Accuracy
 GQ0054;SPC AZ C     -   560,980.      193,140.      MT  (+/- 180 meters Scaled)
 GQ0054
 GQ0054                          SUPERSEDED SURVEY CONTROL
 GQ0054
 GQ0054  NGVD 29 (??/??/92) 2090.937  (m)         6860.02   (f) ADJ UNCH    1 2
 GQ0054
 GQ0054.Superseded values are not recommended for survey control.
 GQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0054.See file dsdata.txt to determine how the superseded data were derived.
 GQ0054
 GQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE972909(NAD 83)
 GQ0054_MARKER: DD = SURVEY DISK
 GQ0054_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0054_SP_SET: LIMESTONE LEDGE
 GQ0054_STAMPING: 6866 CANYON
 GQ0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0054+STABILITY: POSITION/ELEVATION WELL
 GQ0054
 GQ0054  HISTORY     - Date     Condition        Report By
 GQ0054  HISTORY     - UNK      MONUMENTED       USGS
 GQ0054  HISTORY     - 1934     GOOD             NGS
 GQ0054  HISTORY     - 1981     GOOD             NGS
 GQ0054
 GQ0054                          STATION DESCRIPTION
 GQ0054
 GQ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0054'IN GRAND CANYON.
 GQ0054'ON THE RIM OF THE GRAND CANYON, 100 FEET NORTH OF THE BRIGHT ANGEL
 GQ0054'HOTEL.  SET IN LIMESTONE LEDGE.
 GQ0054
 GQ0054                          STATION RECOVERY (1981)
 GQ0054
 GQ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GQ0054'0.55 KM (0.35 MI) WEST ALONG THE WEST BOUND ROAD OF THE VILLAGE LOOP
 GQ0054'ROAD FROM THE EAST END OF THE VILLAGE LOOP AT GRAND CANYON VILLAGE,
 GQ0054'IN TOP OF A SANDSTONE LEDGE AT A PROMINENT POINT ON THE SOUTH RIM OF
 GQ0054'THE CANYON, AT THE NORTHEAST END OF THE TOP LEVEL OVERLOOK BEHIND
 GQ0054'THE OVERLOOK STUDIO GIFT SHOP AND BRIGHT ANGEL MOTEL, 6.9 METERS
 GQ0054'(22.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE STUDIO BUILDING,
 GQ0054'4.2 METERS (13.8 FT) EAST OF THE TOP LEVEL 20 POWER TELESCOPE, 0.07
 GQ0054'METER (0.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE SANDSTONE WALL,
 GQ0054'JUST WEST OF AND BELOW A SPOT LIGHT IN THE WALL FOR THE LOWER LEVEL
 GQ0054'OVERLOOK AREA.
 GQ0054'THE MARK IS 0.7 M BELOW THE TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0080 ***********************************************************************
 FR0080  DESIGNATION -  6869
 FR0080  PID         -  FR0080
 FR0080  STATE/COUNTY-  AZ/COCONINO
 FR0080  USGS QUAD   -  DAVENPORT HILL (1989)
 FR0080
 FR0080                         *CURRENT SURVEY CONTROL
 FR0080  ___________________________________________________________________
 FR0080* NAD 83(1986)-  35 14 13.     (N)    112 01 36.     (W)     SCALED    
 FR0080* NAVD 88     -      2094.151  (meters)    6870.56   (feet)  POSTED    
 FR0080  ___________________________________________________________________
 FR0080  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0080  DYNAMIC HT  -        2091.180 (meters)    6860.81  (feet)  COMP
 FR0080  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 FR0080
 FR0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0080
 FR0080.The horizontal coordinates were scaled from a topographic map and have
 FR0080.an estimated accuracy of +/- 6 seconds.
 FR0080
 FR0080.The orthometric height was determined by differential leveling
 FR0080.and adjusted by the  in 1992.
 FR0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0080.rate of 0.0 thru 1.0 mm/km.
 FR0080
 FR0080.The geoid height was determined by GEOID03.
 FR0080
 FR0080.The dynamic height is computed by dividing the NAVD 88
 FR0080.geopotential number by the normal gravity value computed on the
 FR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0080.degrees latitude (g = 980.6199 gals.).
 FR0080
 FR0080.The modeled gravity was interpolated from observed gravity values.
 FR0080
 FR0080;                    North         East    Units  Estimated Accuracy
 FR0080;SPC AZ C     -   469,860.      203,350.      MT  (+/- 180 meters Scaled)
 FR0080
 FR0080                          SUPERSEDED SURVEY CONTROL
 FR0080
 FR0080  NGVD 29 (??/??/92) 2093.146  (m)         6867.26   (f) ADJ UNCH    1 2
 FR0080
 FR0080.Superseded values are not recommended for survey control.
 FR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0080.See file dsdata.txt to determine how the superseded data were derived.
 FR0080
 FR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD065998(NAD 83)
 FR0080_MARKER: DD = SURVEY DISK
 FR0080_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0080_SP_SET: UNSPEC ROCK
 FR0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0080
 FR0080  HISTORY     - Date     Condition        Report By
 FR0080  HISTORY     - UNK      MONUMENTED       USGS
 FR0080  HISTORY     - 1934     MARK NOT FOUND   NGS
 FR0080
 FR0080                          STATION DESCRIPTION
 FR0080
 FR0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0080'IN CHALENDER.
 FR0080'AT CHALENDER, COCONINO COUNTY 140 FEET NORTHWEST OF THE OLD SITE OF
 FR0080'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 3 POLES NORTH OF
 FR0080'MILEPOST 368, 27 FEET WEST OF THE CENTERLINE OF THE OLD LOCATION OF
 FR0080'THE TRACK, AND IN THE TOP OF A ROCK.  A U. S. GEOLOGICAL SURVEY
 FR0080'STANDARD DISK.  NOTE-- THE RAILROAD STATION AND THE TRACK HAVE BEEN
 FR0080'CHANGED SINCE THIS MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0343 ***********************************************************************
 FS0343  DESIGNATION -  688+82
 FS0343  PID         -  FS0343
 FS0343  STATE/COUNTY-  AZ/MOHAVE
 FS0343  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0343
 FS0343                         *CURRENT SURVEY CONTROL
 FS0343  ___________________________________________________________________
 FS0343* NAD 83(1986)-  35 31 54.     (N)    114 21 17.     (W)     SCALED    
 FS0343* NAVD 88     -       905.363  (meters)    2970.35   (feet)  POSTED    
 FS0343  ___________________________________________________________________
 FS0343  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0343  DYNAMIC HT  -         904.330 (meters)    2966.96  (feet)  COMP
 FS0343  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 FS0343
 FS0343  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0343
 FS0343.The horizontal coordinates were scaled from a topographic map and have
 FS0343.an estimated accuracy of +/- 6 seconds.
 FS0343
 FS0343.The orthometric height was determined by differential leveling
 FS0343.and adjusted by the  in 1992.
 FS0343.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0343.rate of 2.1 thru 3.0 mm/km.
 FS0343
 FS0343.The geoid height was determined by GEOID03.
 FS0343
 FS0343.The dynamic height is computed by dividing the NAVD 88
 FS0343.geopotential number by the normal gravity value computed on the
 FS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0343.degrees latitude (g = 980.6199 gals.).
 FS0343
 FS0343.The modeled gravity was interpolated from observed gravity values.
 FS0343
 FS0343;                    North         East    Units  Estimated Accuracy
 FS0343;SPC AZ W     -   502,740.      158,520.      MT  (+/- 180 meters Scaled)
 FS0343
 FS0343                          SUPERSEDED SURVEY CONTROL
 FS0343
 FS0343  NGVD 29 (??/??/92)  904.591  (m)         2967.81   (f) ADJ UNCH    1 1
 FS0343
 FS0343.Superseded values are not recommended for survey control.
 FS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0343.See file dsdata.txt to determine how the superseded data were derived.
 FS0343
 FS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV398352(NAD 83)
 FS0343_MARKER: DD = SURVEY DISK
 FS0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0343_SP_SET: CULVERT
 FS0343_STAMPING: 688+82 2968.43
 FS0343_MARK LOGO: AZHD  
 FS0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0343
 FS0343  HISTORY     - Date     Condition        Report By
 FS0343  HISTORY     - UNK      MONUMENTED       AZHD
 FS0343  HISTORY     - 1949     GOOD             NGS
 FS0343  HISTORY     - 1982     GOOD             NGS
 FS0343
 FS0343                          STATION DESCRIPTION
 FS0343
 FS0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0343'10.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0343'10.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0343'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST OF
 FS0343'MILEPOST 42, AT A DOUBLE 3- BY 6-FOOT CONCRETE BOX CULVERT, IN
 FS0343'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.4
 FS0343'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0343'FOOT HIGHER THAN THE HIGHWAY.
 FS0343
 FS0343                          STATION RECOVERY (1982)
 FS0343
 FS0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0343'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0254 ***********************************************************************
 FQ0254  DESIGNATION -  6889.7
 FQ0254  PID         -  FQ0254
 FQ0254  STATE/COUNTY-  AZ/COCONINO
 FQ0254  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0254
 FQ0254                         *CURRENT SURVEY CONTROL
 FQ0254  ___________________________________________________________________
 FQ0254* NAD 83(1986)-  35 10 09.     (N)    111 40 00.     (W)     SCALED    
 FQ0254* NAVD 88     -      2100.981  (meters)    6892.97   (feet)  ADJUSTED  
 FQ0254  ___________________________________________________________________
 FQ0254  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0254  DYNAMIC HT  -        2097.986 (meters)    6883.14  (feet)  COMP
 FQ0254  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 FQ0254
 FQ0254  VERT ORDER  -  FIRST     CLASS II
 FQ0254
 FQ0254.The horizontal coordinates were scaled from a topographic map and have
 FQ0254.an estimated accuracy of +/- 6 seconds.
 FQ0254
 FQ0254.The orthometric height was determined by differential leveling
 FQ0254.and adjusted in June 1991.
 FQ0254
 FQ0254.The geoid height was determined by GEOID03.
 FQ0254
 FQ0254.The dynamic height is computed by dividing the NAVD 88
 FQ0254.geopotential number by the normal gravity value computed on the
 FQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0254.degrees latitude (g = 980.6199 gals.).
 FQ0254
 FQ0254.The modeled gravity was interpolated from observed gravity values.
 FQ0254
 FQ0254;                    North         East    Units  Estimated Accuracy
 FQ0254;SPC AZ C     -   462,370.      236,130.      MT  (+/- 180 meters Scaled)
 FQ0254
 FQ0254                          SUPERSEDED SURVEY CONTROL
 FQ0254
 FQ0254  NGVD 29 (??/??/92) 2099.959  (m)         6889.62   (f) ADJ UNCH    1 2
 FQ0254
 FQ0254.Superseded values are not recommended for survey control.
 FQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0254.See file dsdata.txt to determine how the superseded data were derived.
 FQ0254
 FQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD392920(NAD 83)
 FQ0254_MARKER: DD = SURVEY DISK
 FQ0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0254_SP_SET: TREE
 FQ0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0254
 FQ0254  HISTORY     - Date     Condition        Report By
 FQ0254  HISTORY     - UNK      MONUMENTED       USGS
 FQ0254  HISTORY     - 1933     GOOD             NGS
 FQ0254  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0254
 FQ0254                          STATION DESCRIPTION
 FQ0254
 FQ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0254'2.2 MI S FROM FLAGSTAFF.
 FQ0254'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0254'FLAGSTAFF, COCONINO COUNTY, ON AN ABANDONED ROAD LEADING EAST FROM A
 FQ0254'CULVERT, ABOUT 95 YARDS NORTHEAST OF A JUNCTION OF THE HIGHWAY LEADING
 FQ0254'SOUTHWEST TO FORT TUTHILL, ABOUT 30 FEET EAST OF THE CENTER LINE OF
 FQ0254'THE OLD ROAD, AND IN THE ROOT OF A PINE TREE PAINTED U.S.B.M. 6889.7 A
 FQ0254'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 FQ0254
 FQ0254                          STATION RECOVERY (2005)
 FQ0254
 FQ0254'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0254'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0862 ***********************************************************************
 DV0862  DESIGNATION -  69 A
 DV0862  PID         -  DV0862
 DV0862  STATE/COUNTY-  AZ/MARICOPA
 DV0862  USGS QUAD   -  WINTERSBURG (1984)
 DV0862
 DV0862                         *CURRENT SURVEY CONTROL
 DV0862  ___________________________________________________________________
 DV0862* NAD 83(1986)-  33 28 26.     (N)    112 49 23.     (W)     SCALED    
 DV0862* NAVD 88     -       336.00   (+/-2cm)    1102.4    (feet)  VERTCON   
 DV0862  ___________________________________________________________________
 DV0862  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DV0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0862
 DV0862.The horizontal coordinates were scaled from a topographic map and have
 DV0862.an estimated accuracy of +/- 6 seconds.
 DV0862
 DV0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0862.The vertical order pertains to the NGVD 29 superseded value.
 DV0862
 DV0862.The geoid height was determined by GEOID03.
 DV0862
 DV0862;                    North         East    Units  Estimated Accuracy
 DV0862;SPC AZ C     -   274,670.      129,120.      MT  (+/- 180 meters Scaled)
 DV0862
 DV0862                          SUPERSEDED SURVEY CONTROL
 DV0862
 DV0862  NGVD 29 (??/??/92)  335.378  (m)         1100.32   (f) ADJ UNCH    2 0
 DV0862
 DV0862.Superseded values are not recommended for survey control.
 DV0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0862.See file dsdata.txt to determine how the superseded data were derived.
 DV0862
 DV0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC306053(NAD 83)
 DV0862_MARKER: DD = SURVEY DISK
 DV0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0862_STAMPING: 69 A 1962
 DV0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0862+STABILITY: SURFACE MOTION
 DV0862
 DV0862  HISTORY     - Date     Condition        Report By
 DV0862  HISTORY     - 1962     MONUMENTED       AZHD
 DV0862  HISTORY     - 1962     GOOD             NGS
 DV0862
 DV0862                          STATION DESCRIPTION
 DV0862
 DV0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0862'8.15 MI SE FROM TONOPAH.
 DV0862'0.6 MILE EAST-SOUTHEAST OF U 415 69.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0862'DISK STAMPED 69 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0862'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0862'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0640 ***********************************************************************
 ER0640  DESIGNATION -  69 BKC
 ER0640  PID         -  ER0640
 ER0640  STATE/COUNTY-  AZ/APACHE
 ER0640  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0640
 ER0640                         *CURRENT SURVEY CONTROL
 ER0640  ___________________________________________________________________
 ER0640* NAD 83(1986)-  34 12 18.     (N)    109 24 46.     (W)     SCALED    
 ER0640* NAVD 88     -      2103.404  (meters)    6900.92   (feet)  ADJUSTED  
 ER0640  ___________________________________________________________________
 ER0640  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0640  DYNAMIC HT  -        2100.192 (meters)    6890.38  (feet)  COMP
 ER0640  MODELED GRAV-     979,033.1   (mgal)                       NAVD 88
 ER0640
 ER0640  VERT ORDER  -  SECOND    CLASS 0
 ER0640
 ER0640.The horizontal coordinates were scaled from a topographic map and have
 ER0640.an estimated accuracy of +/- 6 seconds.
 ER0640
 ER0640.The orthometric height was determined by differential leveling
 ER0640.and adjusted in June 1991.
 ER0640
 ER0640.The geoid height was determined by GEOID03.
 ER0640
 ER0640.The dynamic height is computed by dividing the NAVD 88
 ER0640.geopotential number by the normal gravity value computed on the
 ER0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0640.degrees latitude (g = 980.6199 gals.).
 ER0640
 ER0640.The modeled gravity was interpolated from observed gravity values.
 ER0640
 ER0640;                    North         East    Units  Estimated Accuracy
 ER0640;SPC AZ E     -   355,650.      282,830.      MT  (+/- 180 meters Scaled)
 ER0640
 ER0640                          SUPERSEDED SURVEY CONTROL
 ER0640
 ER0640  NGVD 29 (??/??/92) 2102.47   (m)         6897.9    (f) COMPUTED    2 0
 ER0640
 ER0640.Superseded values are not recommended for survey control.
 ER0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0640.See file dsdata.txt to determine how the superseded data were derived.
 ER0640
 ER0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC462860(NAD 83)
 ER0640_MARKER: DB = BENCH MARK DISK
 ER0640_SETTING: 66 = SET IN ROCK OUTCROP
 ER0640_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0640_STAMPING: 69 BKC 1968 6898
 ER0640_MARK LOGO: USGS  
 ER0640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0640+STABILITY: POSITION/ELEVATION WELL
 ER0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0640+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0640
 ER0640  HISTORY     - Date     Condition        Report By
 ER0640  HISTORY     - 1968     MONUMENTED       USGS
 ER0640
 ER0640                          STATION DESCRIPTION
 ER0640
 ER0640'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0640'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 9.9 MILES
 ER0640'NORTHWEST ALONG U S HIGHWAY 60, 0.1 MILE WEST OF A ROAD SOUTH TO A
 ER0640'SUBSTATION, 63 FEET NORTH OF THE HIGHWAY, 18 FEET EAST OF A JUNIPER
 ER0640'TREE, 16 FEET SOUTH OF A WITNESS SIGN ON A FENCE, SET IN A ROCK
 ER0640'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0825 ***********************************************************************
 ET0825  DESIGNATION -  69 DOR
 ET0825  PID         -  ET0825
 ET0825  STATE/COUNTY-  AZ/MOHAVE
 ET0825  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0825
 ET0825                         *CURRENT SURVEY CONTROL
 ET0825  ___________________________________________________________________
 ET0825* NAD 83(1986)-  34 42 00.     (N)    113 55 40.     (W)     SCALED    
 ET0825* NAVD 88     -       913.898  (meters)    2998.35   (feet)  ADJUSTED  
 ET0825  ___________________________________________________________________
 ET0825  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET0825  DYNAMIC HT  -         912.816 (meters)    2994.80  (feet)  COMP
 ET0825  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 ET0825
 ET0825  VERT ORDER  -  FIRST     CLASS II
 ET0825
 ET0825.The horizontal coordinates were scaled from a topographic map and have
 ET0825.an estimated accuracy of +/- 6 seconds.
 ET0825
 ET0825.The orthometric height was determined by differential leveling
 ET0825.and adjusted in June 1991.
 ET0825
 ET0825.The geoid height was determined by GEOID03.
 ET0825
 ET0825.The dynamic height is computed by dividing the NAVD 88
 ET0825.geopotential number by the normal gravity value computed on the
 ET0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0825.degrees latitude (g = 980.6199 gals.).
 ET0825
 ET0825.The modeled gravity was interpolated from observed gravity values.
 ET0825
 ET0825;                    North         East    Units  Estimated Accuracy
 ET0825;SPC AZ W     -   410,320.      197,070.      MT  (+/- 180 meters Scaled)
 ET0825
 ET0825                          SUPERSEDED SURVEY CONTROL
 ET0825
 ET0825.No superseded survey control is available for this station.
 ET0825
 ET0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD318436(NAD 83)
 ET0825_MARKER: DB = BENCH MARK DISK
 ET0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0825_SP_SET: CONCRETE POST
 ET0825_STAMPING: 69 DOR 1966 2996
 ET0825_MARK LOGO: USGS  
 ET0825_PROJECTION: PROJECTING 3 CENTIMETERS
 ET0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0825+STABILITY: SURFACE MOTION
 ET0825
 ET0825  HISTORY     - Date     Condition        Report By
 ET0825  HISTORY     - 1966     MONUMENTED       USGS
 ET0825  HISTORY     - 1981     GOOD             NGS
 ET0825
 ET0825                          STATION DESCRIPTION
 ET0825
 ET0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0825'29.2 KM (18.15 MI) SE FROM YUCCA.
 ET0825'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0825'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 0.25 KM (0.15 MI) SOUTHWEST
 ET0825'ALONG A DIRT ROAD, 16.3 METERS (53.5 FT) EAST OF THE CENTERLINE OF THE
 ET0825'DIRT ROAD.
 ET0825'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 ET0825'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1019 ***********************************************************************
 FR1019  DESIGNATION -  69 EMH
 FR1019  PID         -  FR1019
 FR1019  STATE/COUNTY-  AZ/COCONINO
 FR1019  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1019
 FR1019                         *CURRENT SURVEY CONTROL
 FR1019  ___________________________________________________________________
 FR1019* NAD 83(1986)-  35 29 14.     (N)    112 39 07.     (W)     SCALED    
 FR1019* NAVD 88     -      1807.411  (meters)    5929.81   (feet)  POSTED    
 FR1019  ___________________________________________________________________
 FR1019  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 FR1019  DYNAMIC HT  -        1804.990 (meters)    5921.87  (feet)  COMP
 FR1019  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 FR1019
 FR1019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1019
 FR1019.The horizontal coordinates were scaled from a topographic map and have
 FR1019.an estimated accuracy of +/- 6 seconds.
 FR1019
 FR1019.The orthometric height was determined by differential leveling
 FR1019.and adjusted by the  in 1992.
 FR1019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1019.rate of 0.0 thru 1.0 mm/km.
 FR1019
 FR1019.The geoid height was determined by GEOID03.
 FR1019
 FR1019.The dynamic height is computed by dividing the NAVD 88
 FR1019.geopotential number by the normal gravity value computed on the
 FR1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1019.degrees latitude (g = 980.6199 gals.).
 FR1019
 FR1019.The modeled gravity was interpolated from observed gravity values.
 FR1019
 FR1019;                    North         East    Units  Estimated Accuracy
 FR1019;SPC AZ C     -   497,870.      146,640.      MT  (+/- 180 meters Scaled)
 FR1019
 FR1019                          SUPERSEDED SURVEY CONTROL
 FR1019
 FR1019.No superseded survey control is available for this station.
 FR1019
 FR1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE501283(NAD 83)
 FR1019_MARKER: DB = BENCH MARK DISK
 FR1019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1019_SP_SET: COPPER-CLAD STEEL ROD
 FR1019_STAMPING: 69 EMH 1973 5927
 FR1019_MARK LOGO: USGS  
 FR1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1019
 FR1019  HISTORY     - Date     Condition        Report By
 FR1019  HISTORY     - 1973     MONUMENTED       USGS
 FR1019
 FR1019                          STATION DESCRIPTION
 FR1019
 FR1019'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1019'52.8 KM (32.80 MI) NORTH FROM SELIGMAN.
 FR1019'FROM THE GATE AT SEVEN RANCH, PROCEED 5.5 MILES NORTHWEST ALONG A
 FR1019'DIRT ROAD, 0.5 MILES NORTHWEST OF A DRAIN CROSSING, 0.4 MILES
 FR1019'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD EAST, NEAR THE NORTH END OF
 FR1019'A LARGE FLAT AREA, 22 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 FR1019'ROD DEPTH UNKNOWN.
 FR1019'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0661 ***********************************************************************
 FP0661  DESIGNATION -  69 HLS
 FP0661  PID         -  FP0661
 FP0661  STATE/COUNTY-  AZ/APACHE
 FP0661  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0661
 FP0661                         *CURRENT SURVEY CONTROL
 FP0661  ___________________________________________________________________
 FP0661* NAD 83(1986)-  35 16 05.     (N)    109 26 24.     (W)     SCALED    
 FP0661* NAVD 88     -      1866.091  (meters)    6122.33   (feet)  ADJUSTED  
 FP0661  ___________________________________________________________________
 FP0661  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 FP0661  DYNAMIC HT  -        1863.475 (meters)    6113.75  (feet)  COMP
 FP0661  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 FP0661
 FP0661  VERT ORDER  -  SECOND    CLASS II
 FP0661
 FP0661.The horizontal coordinates were scaled from a topographic map and have
 FP0661.an estimated accuracy of +/- 6 seconds.
 FP0661
 FP0661.The orthometric height was determined by differential leveling
 FP0661.and adjusted in June 1991.
 FP0661
 FP0661.The geoid height was determined by GEOID03.
 FP0661
 FP0661.The dynamic height is computed by dividing the NAVD 88
 FP0661.geopotential number by the normal gravity value computed on the
 FP0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0661.degrees latitude (g = 980.6199 gals.).
 FP0661
 FP0661.The modeled gravity was interpolated from observed gravity values.
 FP0661
 FP0661;                    North         East    Units  Estimated Accuracy
 FP0661;SPC AZ E     -   473,550.      279,470.      MT  (+/- 180 meters Scaled)
 FP0661
 FP0661                          SUPERSEDED SURVEY CONTROL
 FP0661
 FP0661  NGVD 29 (??/??/92) 1865.17   (m)         6119.3    (f) COMPUTED    2 2
 FP0661
 FP0661.Superseded values are not recommended for survey control.
 FP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0661.See file dsdata.txt to determine how the superseded data were derived.
 FP0661
 FP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE418038(NAD 83)
 FP0661_MARKER: DB = BENCH MARK DISK
 FP0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0661_SP_SET: COPPER-CLAD STEEL ROD
 FP0661_STAMPING: 69 HLS 1970 6119
 FP0661_MARK LOGO: USGS  
 FP0661_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0661+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0661
 FP0661  HISTORY     - Date     Condition        Report By
 FP0661  HISTORY     - 1970     MONUMENTED       USGS
 FP0661
 FP0661                          STATION DESCRIPTION
 FP0661
 FP0661'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0661'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0661'PROCEED 5.4 MILES NORTH ALONG STATE HIGHWAY 63, 45 FEET EAST AND 5
 FP0661'FEET HIGHER THAN THE HIGHWAY, 2 FEET WEST OF A WITNESS POST.  A
 FP0661'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0253 ***********************************************************************
 FQ0253  DESIGNATION -  6910.8
 FQ0253  PID         -  FQ0253
 FQ0253  STATE/COUNTY-  AZ/COCONINO
 FQ0253  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0253
 FQ0253                         *CURRENT SURVEY CONTROL
 FQ0253  ___________________________________________________________________
 FQ0253* NAD 83(1986)-  35 09 32.     (N)    111 39 39.     (W)     SCALED    
 FQ0253* NAVD 88     -      2107.392  (meters)    6914.00   (feet)  ADJUSTED  
 FQ0253  ___________________________________________________________________
 FQ0253  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0253  DYNAMIC HT  -        2104.388 (meters)    6904.15  (feet)  COMP
 FQ0253  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 FQ0253
 FQ0253  VERT ORDER  -  FIRST     CLASS II
 FQ0253
 FQ0253.The horizontal coordinates were scaled from a topographic map and have
 FQ0253.an estimated accuracy of +/- 6 seconds.
 FQ0253
 FQ0253.The orthometric height was determined by differential leveling
 FQ0253.and adjusted in June 1991.
 FQ0253
 FQ0253.The geoid height was determined by GEOID03.
 FQ0253
 FQ0253.The dynamic height is computed by dividing the NAVD 88
 FQ0253.geopotential number by the normal gravity value computed on the
 FQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0253.degrees latitude (g = 980.6199 gals.).
 FQ0253
 FQ0253.The modeled gravity was interpolated from observed gravity values.
 FQ0253
 FQ0253;                    North         East    Units  Estimated Accuracy
 FQ0253;SPC AZ C     -   461,230.      236,670.      MT  (+/- 180 meters Scaled)
 FQ0253
 FQ0253                          SUPERSEDED SURVEY CONTROL
 FQ0253
 FQ0253  NGVD 29 (??/??/92) 2106.368  (m)         6910.64   (f) ADJ UNCH    1 2
 FQ0253
 FQ0253.Superseded values are not recommended for survey control.
 FQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0253.See file dsdata.txt to determine how the superseded data were derived.
 FQ0253
 FQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD398908(NAD 83)
 FQ0253_MARKER: Z = SEE DESCRIPTION
 FQ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0253_SP_SET: TREE
 FQ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0253
 FQ0253  HISTORY     - Date     Condition        Report By
 FQ0253  HISTORY     - UNK      MONUMENTED       USGS
 FQ0253  HISTORY     - 1933     GOOD             NGS
 FQ0253  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0253
 FQ0253                          STATION DESCRIPTION
 FQ0253
 FQ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FQ0253'3.1 MI S FROM FLAGSTAFF.
 FQ0253'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0253'FLAGSTAFF, COCONINO COUNTY, ABOUT 75 FEET WEST OF THE CENTER LINE OF
 FQ0253'THE OLD HIGHWAY, AND IN THE ROOT OF A PINE TREE PAINTED U.S.B.M.
 FQ0253'6910.8.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 FQ0253'WASHER.
 FQ0253
 FQ0253                          STATION RECOVERY (2005)
 FQ0253
 FQ0253'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0253'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0738 ***********************************************************************
 DA0738  DESIGNATION -  693
 DA0738  PID         -  DA0738
 DA0738  STATE/COUNTY-  AZ/MARICOPA
 DA0738  USGS QUAD   -  SENTINEL (1986)
 DA0738
 DA0738                         *CURRENT SURVEY CONTROL
 DA0738  ___________________________________________________________________
 DA0738* NAD 83(1992)-  32 51 26.22202(N)    113 13 06.23038(W)     ADJUSTED  
 DA0738* NAVD 88     -       211.845  (meters)     695.03   (feet)  ADJUSTED  
 DA0738  ___________________________________________________________________
 DA0738  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DA0738  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA0738  DYNAMIC HT  -         211.601 (meters)     694.23  (feet)  COMP
 DA0738  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 DA0738
 DA0738  HORZ ORDER  -  SECOND
 DA0738  VERT ORDER  -  FIRST     CLASS II
 DA0738
 DA0738.The horizontal coordinates were established by classical geodetic methods
 DA0738.and adjusted by the National Geodetic Survey in August 1993.
 DA0738
 DA0738.The orthometric height was determined by differential leveling
 DA0738.and adjusted in June 1991.
 DA0738
 DA0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0738
 DA0738.The geoid height was determined by GEOID03.
 DA0738
 DA0738.The dynamic height is computed by dividing the NAVD 88
 DA0738.geopotential number by the normal gravity value computed on the
 DA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0738.degrees latitude (g = 980.6199 gals.).
 DA0738
 DA0738.The modeled gravity was interpolated from observed gravity values.
 DA0738
 DA0738;                    North         East     Units Scale Factor Converg.
 DA0738;SPC AZ C     -   206,676.449    91,521.449   MT  1.00008298   -0 42 22.8
 DA0738;SPC AZ C     -   678,072.34    300,267.22   iFT  1.00008298   -0 42 22.8
 DA0738;SPC AZ W     -   206,057.556   263,116.786   MT  0.99996385   +0 17 18.3
 DA0738;SPC AZ W     -   676,041.85    863,244.05   iFT  0.99996385   +0 17 18.3
 DA0738;UTM  12      - 3,637,646.622   292,412.073   MT  1.00013138   -1 12 14.5
 DA0738
 DA0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0738!SPC AZ C     -   0.99997174  x   1.00008298  =   1.00005472
 DA0738!SPC AZ W     -   0.99997174  x   0.99996385  =   0.99993559
 DA0738!UTM  12      -   0.99997174  x   1.00013138  =   1.00010312
 DA0738
 DA0738                          SUPERSEDED SURVEY CONTROL
 DA0738
 DA0738  NAD 83(1986)-  32 51 26.21651(N)    113 13 06.23655(W) AD(       ) 2
 DA0738  NAD 27      -  32 51 26.03976(N)    113 13 03.57643(W) AD(       ) 2
 DA0738  NGVD 29 (??/??/92)  211.242  (m)          693.05   (f) ADJ UNCH    1 2
 DA0738
 DA0738.Superseded values are not recommended for survey control.
 DA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0738.See file dsdata.txt to determine how the superseded data were derived.
 DA0738
 DA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9241237647(NAD 83)
 DA0738_MARKER: DD = SURVEY DISK
 DA0738_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0738+WITH SETTING: INTO GROUND
 DA0738_MARK LOGO: USGS  
 DA0738_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0738+STABILITY: SURFACE MOTION
 DA0738
 DA0738  HISTORY     - Date     Condition        Report By
 DA0738  HISTORY     - 1960     MONUMENTED       USGS
 DA0738  HISTORY     - 1962     GOOD             NGS
 DA0738  HISTORY     - 1980     GOOD             NGS
 DA0738  HISTORY     - 1980     GOOD             NGS
 DA0738  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0738  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0738
 DA0738                          STATION DESCRIPTION
 DA0738
 DA0738'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DA0738'STATION MARK IS A STANDARD USGS BENCH MARK
 DA0738'DISK FIXED TO THE TOP OF A 4-INCH IRON PIPE PROJECTING 4 INCHES.
 DA0738'IT IS 7-1/2 POLES WEST OF RAILROAD MILEPOST 826, 84.5 FEET
 DA0738'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD
 DA0738'AND 2 FEET EAST OF A WOODEN WITNESS POST.
 DA0738'
 DA0738'STATION SENTINAL IS 0.4 MILE WEST OF THE SENTINEL POST OFFICE, 0.4
 DA0738'MILE EAST OF HIGHWAY MILEPOST 84, 86.5 FEET SOUTH OF THE CENTER
 DA0738'LINE OF U.S. HIGHWAY 80 AND 6.5 FEET SOUTHEAST OF A METAL
 DA0738'WITNESS POST WITH SIGN ATTACHED.
 DA0738
 DA0738                          STATION RECOVERY (1962)
 DA0738
 DA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA0738'0.45 MI W FROM SENTINEL.
 DA0738'ABOUT 0.45 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0738'WATER TANK AT SENTINEL, 7 1/2 POLES WEST OF MILEPOST NUMBER 826, 82
 DA0738'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, ON THE SOUTHWEST SLOPE
 DA0738'OF A SMALL ROCKY KNOLL, 177.3 FEET WEST-SOUTHWEST OF SENTINEL R.M. 1,
 DA0738'71 FEET SOUTH OF A FENCE LINE, 2.0 FEET EAST OF A WOODEN WITNESS POST,
 DA0738'AND RIVETED ON TOP OF A 3 1/2-INCH METAL PIPE WHICH PROJECTS 4 INCHES.
 DA0738
 DA0738                          STATION RECOVERY (1980)
 DA0738
 DA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0738'0.5 KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0738'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.25 KM (0.15
 DA0738'MI) SOUTHWEST OF RAILROAD MILEPOLE 826, 25.0 METERS (82.0 FT) NORTH
 DA0738'OF THE NORTH RAIL, 53.9 METERS (177 FT) WEST OF TRIANGULATION STATION
 DA0738'SENTINEL RM 1, 21.6 METERS (71.0 FT) SOUTH OF THE SOUTHEAST HIGHWAY
 DA0738'RIGHT-OF-WAY FENCE.
 DA0738'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0738'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0738
 DA0738                          STATION RECOVERY (1980)
 DA0738
 DA0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0738'0.5 KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0738'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.25 KM (0.15
 DA0738'MI) SOUTHWEST OF RAILROAD MILEPOLE 826, 25.0 METERS (82.0 FT) NORTH
 DA0738'OF THE NORTH RAIL, 53.9 METERS (177 FT) WEST OF TRIANGULATION STATION
 DA0738'SENTINEL RM 1, 21.6 METERS (71.0 FT) SOUTH OF THE SOUTHEAST HIGHWAY
 DA0738'RIGHT-OF-WAY FENCE.
 DA0738'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0738'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0738
 DA0738                          STATION RECOVERY (2006)
 DA0738
 DA0738'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0738'MARK NOT FOUND.  NO WITNESS POST.  NO METAL POST.
 DA0738
 DA0738                          STATION RECOVERY (2006)
 DA0738
 DA0738'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0788 ***********************************************************************
 DA0788  DESIGNATION -  693.98
 DA0788  PID         -  DA0788
 DA0788  STATE/COUNTY-  AZ/MARICOPA
 DA0788  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0788
 DA0788                         *CURRENT SURVEY CONTROL
 DA0788  ___________________________________________________________________
 DA0788* NAD 83(1986)-  32 32 20.     (N)    113 16 25.     (W)     SCALED    
 DA0788* NAVD 88     -       212.10   (+/-2cm)     695.9    (feet)  VERTCON   
 DA0788  ___________________________________________________________________
 DA0788  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0788
 DA0788.The horizontal coordinates were scaled from a topographic map and have
 DA0788.an estimated accuracy of +/- 6 seconds.
 DA0788
 DA0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0788.The vertical order pertains to the NGVD 29 superseded value.
 DA0788
 DA0788.The geoid height was determined by GEOID03.
 DA0788
 DA0788;                    North         East    Units  Estimated Accuracy
 DA0788;SPC AZ C     -   171,430.       85,900.      MT  (+/- 180 meters Scaled)
 DA0788
 DA0788                          SUPERSEDED SURVEY CONTROL
 DA0788
 DA0788  NGVD 29 (??/??/92)  211.474  (m)          693.81   (f) ADJ UNCH    2 0
 DA0788
 DA0788.Superseded values are not recommended for survey control.
 DA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0788.See file dsdata.txt to determine how the superseded data were derived.
 DA0788
 DA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864024(NAD 83)
 DA0788_MARKER: DD = SURVEY DISK
 DA0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0788+STABILITY: SURFACE MOTION
 DA0788
 DA0788  HISTORY     - Date     Condition        Report By
 DA0788  HISTORY     - UNK      MONUMENTED       USGS
 DA0788  HISTORY     - 1962     GOOD             NGS
 DA0788
 DA0788                          STATION DESCRIPTION
 DA0788
 DA0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0788'2.7 MI N FROM TONY TANK.
 DA0788'ABOUT 2.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0788'TONY TANK, 2.35 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0788'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 1.0 MILES NORTH OF A
 DA0788'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0788'NUMBERED 36, 55 FEET EAST OF BENCH MARK E 353, 28 FEET EAST OF THE
 DA0788'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND A BOLT SET IN
 DA0788'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0079 ***********************************************************************
 FR0079  DESIGNATION -  6930
 FR0079  PID         -  FR0079
 FR0079  STATE/COUNTY-  AZ/COCONINO
 FR0079  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0079
 FR0079                         *CURRENT SURVEY CONTROL
 FR0079  ___________________________________________________________________
 FR0079* NAD 83(1986)-  35 14 29.     (N)    112 07 38.     (W)     SCALED    
 FR0079* NAVD 88     -      2112.908  (meters)    6932.10   (feet)  POSTED    
 FR0079  ___________________________________________________________________
 FR0079  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FR0079  DYNAMIC HT  -        2109.920 (meters)    6922.30  (feet)  COMP
 FR0079  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 FR0079
 FR0079  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0079
 FR0079.The horizontal coordinates were scaled from a topographic map and have
 FR0079.an estimated accuracy of +/- 6 seconds.
 FR0079
 FR0079.The orthometric height was determined by differential leveling
 FR0079.and adjusted by the  in 1992.
 FR0079.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0079.rate of 1.1 thru 2.0 mm/km.
 FR0079
 FR0079.The geoid height was determined by GEOID03.
 FR0079
 FR0079.The dynamic height is computed by dividing the NAVD 88
 FR0079.geopotential number by the normal gravity value computed on the
 FR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0079.degrees latitude (g = 980.6199 gals.).
 FR0079
 FR0079.The modeled gravity was interpolated from observed gravity values.
 FR0079
 FR0079;                    North         East    Units  Estimated Accuracy
 FR0079;SPC AZ C     -   470,370.      194,200.      MT  (+/- 180 meters Scaled)
 FR0079
 FR0079                          SUPERSEDED SURVEY CONTROL
 FR0079
 FR0079  NGVD 29 (??/??/92) 2111.896  (m)         6928.78   (f) ADJ UNCH    1 2
 FR0079
 FR0079.Superseded values are not recommended for survey control.
 FR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0079.See file dsdata.txt to determine how the superseded data were derived.
 FR0079
 FR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE974003(NAD 83)
 FR0079_MARKER: Q = CHISELED SQUARE
 FR0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0079_SP_SET: ABUTMENT
 FR0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0079
 FR0079  HISTORY     - Date     Condition        Report By
 FR0079  HISTORY     - UNK      MONUMENTED       USGS
 FR0079  HISTORY     - 1935     GOOD             NGS
 FR0079
 FR0079                          STATION DESCRIPTION
 FR0079
 FR0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0079'4.0 MI E FROM WILLIAMS.
 FR0079'4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0079'STATION AT WILLIAMS, COCONINO COUNTY, 5-1/2 POLES EAST OF MILEAGE POLE
 FR0079'374-1/2, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF STEEL
 FR0079'GIRDER BRIDGE A 375, 1.8 FEET FROM THE FACE, 2.0 FEET FROM THE END OF
 FR0079'THE COPING STONE, AND 11 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 FR0079'TRACK.  THE BOTTOM OF A SQUARE HOLE, LETTERED U.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0078 ***********************************************************************
 FR0078  DESIGNATION -  6952
 FR0078  PID         -  FR0078
 FR0078  STATE/COUNTY-  AZ/COCONINO
 FR0078  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0078
 FR0078                         *CURRENT SURVEY CONTROL
 FR0078  ___________________________________________________________________
 FR0078* NAD 83(1986)-  35 14 43.     (N)    112 08 28.     (W)     SCALED    
 FR0078* NAVD 88     -      2119.538  (meters)    6953.85   (feet)  POSTED    
 FR0078  ___________________________________________________________________
 FR0078  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FR0078  DYNAMIC HT  -        2116.540 (meters)    6944.02  (feet)  COMP
 FR0078  MODELED GRAV-     979,143.9   (mgal)                       NAVD 88
 FR0078
 FR0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0078
 FR0078.The horizontal coordinates were scaled from a topographic map and have
 FR0078.an estimated accuracy of +/- 6 seconds.
 FR0078
 FR0078.The orthometric height was determined by differential leveling
 FR0078.and adjusted by the  in 1992.
 FR0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0078.rate of 0.0 thru 1.0 mm/km.
 FR0078
 FR0078.The geoid height was determined by GEOID03.
 FR0078
 FR0078.The dynamic height is computed by dividing the NAVD 88
 FR0078.geopotential number by the normal gravity value computed on the
 FR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0078.degrees latitude (g = 980.6199 gals.).
 FR0078
 FR0078.The modeled gravity was interpolated from observed gravity values.
 FR0078
 FR0078;                    North         East    Units  Estimated Accuracy
 FR0078;SPC AZ C     -   470,810.      192,930.      MT  (+/- 180 meters Scaled)
 FR0078
 FR0078                          SUPERSEDED SURVEY CONTROL
 FR0078
 FR0078  NGVD 29 (??/??/92) 2118.53   (m)         6950.5    (f) COMPUTED    1 2
 FR0078
 FR0078.Superseded values are not recommended for survey control.
 FR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0078.See file dsdata.txt to determine how the superseded data were derived.
 FR0078
 FR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE961008(NAD 83)
 FR0078_MARKER: DB = BENCH MARK DISK
 FR0078_SETTING: 66 = SET IN ROCK OUTCROP
 FR0078_SP_SET: LAVA ROCK
 FR0078_STAMPING: 6950.511 1907
 FR0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0078+STABILITY: POSITION/ELEVATION WELL
 FR0078
 FR0078  HISTORY     - Date     Condition        Report By
 FR0078  HISTORY     - 1907     MONUMENTED       USGS
 FR0078  HISTORY     - 1935     GOOD             NGS
 FR0078  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0078
 FR0078                          STATION DESCRIPTION
 FR0078
 FR0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0078'3.2 MI E FROM WILLIAMS.
 FR0078'3.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0078'THE STATION AT WILLIAMS, COCONINO COUNTY, 61 FEET NORTHWEST OF
 FR0078'MILEPOST 375, 64 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT THE
 FR0078'NORTH BASE OF A BANK, 11-1/2 FEET SOUTH OF A FENCE, AND IN THE TOP OF
 FR0078'A RED LAVA ROCK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FR0078'6950.511 1907.
 FR0078
 FR0078                          STATION RECOVERY (1982)
 FR0078
 FR0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0078'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0207 ***********************************************************************
 ER0207  DESIGNATION -  6959.07
 ER0207  PID         -  ER0207
 ER0207  STATE/COUNTY-  AZ/APACHE
 ER0207  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0207
 ER0207                         *CURRENT SURVEY CONTROL
 ER0207  ___________________________________________________________________
 ER0207* NAD 83(1986)-  34 08 11.     (N)    109 16 13.     (W)     SCALED    
 ER0207* NAVD 88     -      2124.105  (meters)    6968.83   (feet)  ADJUSTED  
 ER0207  ___________________________________________________________________
 ER0207  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ER0207  DYNAMIC HT  -        2120.812 (meters)    6958.03  (feet)  COMP
 ER0207  MODELED GRAV-     979,009.6   (mgal)                       NAVD 88
 ER0207
 ER0207  VERT ORDER  -  SECOND    CLASS 0
 ER0207
 ER0207.The horizontal coordinates were scaled from a topographic map and have
 ER0207.an estimated accuracy of +/- 6 seconds.
 ER0207
 ER0207.The orthometric height was determined by differential leveling
 ER0207.and adjusted in June 1991.
 ER0207
 ER0207.The geoid height was determined by GEOID03.
 ER0207
 ER0207.The dynamic height is computed by dividing the NAVD 88
 ER0207.geopotential number by the normal gravity value computed on the
 ER0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0207.degrees latitude (g = 980.6199 gals.).
 ER0207
 ER0207.The modeled gravity was interpolated from observed gravity values.
 ER0207
 ER0207;                    North         East    Units  Estimated Accuracy
 ER0207;SPC AZ E     -   348,140.      296,030.      MT  (+/- 180 meters Scaled)
 ER0207
 ER0207                          SUPERSEDED SURVEY CONTROL
 ER0207
 ER0207  NGVD 29 (??/??/92) 2123.156  (m)         6965.72   (f) ADJ UNCH    2 0
 ER0207
 ER0207.Superseded values are not recommended for survey control.
 ER0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0207.See file dsdata.txt to determine how the superseded data were derived.
 ER0207
 ER0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC594786(NAD 83)
 ER0207_MARKER: DD = SURVEY DISK
 ER0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0207_SP_SET: CULVERT
 ER0207_STAMPING: EL 6959.07 44+78 1930
 ER0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0207
 ER0207  HISTORY     - Date     Condition        Report By
 ER0207  HISTORY     - 1930     MONUMENTED       AZHD
 ER0207  HISTORY     - 1934     GOOD             NGS
 ER0207
 ER0207                          STATION DESCRIPTION
 ER0207
 ER0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0207'1.0 MI E FROM SPRINGERVILLE.
 ER0207'ON US HWY NO. 60, 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET IN
 ER0207'THE EAST END OF A CONCRETE HEADWALL FOR A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0184 ***********************************************************************
 ER0184  DESIGNATION -  696+46.90
 ER0184  PID         -  ER0184
 ER0184  STATE/COUNTY-  AZ/APACHE
 ER0184  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0184
 ER0184                         *CURRENT SURVEY CONTROL
 ER0184  ___________________________________________________________________
 ER0184* NAD 83(1986)-  34 30 22.     (N)    109 23 20.     (W)     SCALED    
 ER0184* NAVD 88     -      1754.393  (meters)    5755.87   (feet)  ADJUSTED  
 ER0184  ___________________________________________________________________
 ER0184  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 ER0184  DYNAMIC HT  -        1751.888 (meters)    5747.65  (feet)  COMP
 ER0184  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 ER0184
 ER0184  VERT ORDER  -  SECOND    CLASS 0
 ER0184
 ER0184.The horizontal coordinates were scaled from a topographic map and have
 ER0184.an estimated accuracy of +/- 6 seconds.
 ER0184
 ER0184.The orthometric height was determined by differential leveling
 ER0184.and adjusted in June 1991.
 ER0184
 ER0184.The geoid height was determined by GEOID03.
 ER0184
 ER0184.The dynamic height is computed by dividing the NAVD 88
 ER0184.geopotential number by the normal gravity value computed on the
 ER0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0184.degrees latitude (g = 980.6199 gals.).
 ER0184
 ER0184.The modeled gravity was interpolated from observed gravity values.
 ER0184
 ER0184;                    North         East    Units  Estimated Accuracy
 ER0184;SPC AZ E     -   389,060.      284,780.      MT  (+/- 180 meters Scaled)
 ER0184
 ER0184                          SUPERSEDED SURVEY CONTROL
 ER0184
 ER0184  NGVD 29 (??/??/92) 1753.568  (m)         5753.16   (f) ADJ UNCH    2 0
 ER0184
 ER0184.Superseded values are not recommended for survey control.
 ER0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0184.See file dsdata.txt to determine how the superseded data were derived.
 ER0184
 ER0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD479194(NAD 83)
 ER0184_MARKER: DD = SURVEY DISK
 ER0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0184_SP_SET: BRIDGE
 ER0184_STAMPING: STA 696+46.90 ELEV 1034.01 1932
 ER0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0184
 ER0184  HISTORY     - Date     Condition        Report By
 ER0184  HISTORY     - 1932     MONUMENTED       AZHD
 ER0184  HISTORY     - 1972     POOR             USGS
 ER0184
 ER0184                          STATION DESCRIPTION
 ER0184
 ER0184'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1932
 ER0184'1.3 MI W FROM ST JOHNS.
 ER0184'1.3 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE HIGH SCHOOL AT ST.
 ER0184'JOHNS, APACHE COUNTY, 36 FEET NORTH OF THE GATE TO A FIELD, IN THE
 ER0184'CENTER OF THE TOP OF THE SOUTH IRRIGATION HEADWALL OF A BRIDGE, AND 16
 ER0184'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  AN ARIZONA HIGHWAY
 ER0184'DEPARTMENT STANDARD DISK, STAMPED STA 696+46.90 ELEV 1034.01 1932.
 ER0184'NOTE-- THIS MARK WAS PREVIOUSLY DESIGNATED 1034.01 (ASHD).
 ER0184
 ER0184                          STATION RECOVERY (1972)
 ER0184
 ER0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0184'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0341 ***********************************************************************
 FS0341  DESIGNATION -  697+80
 FS0341  PID         -  FS0341
 FS0341  STATE/COUNTY-  AZ/MOHAVE
 FS0341  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0341
 FS0341                         *CURRENT SURVEY CONTROL
 FS0341  ___________________________________________________________________
 FS0341* NAD 83(1986)-  35 31 56.     (N)    114 21 17.     (W)     SCALED    
 FS0341* NAVD 88     -       902.416  (meters)    2960.68   (feet)  POSTED    
 FS0341  ___________________________________________________________________
 FS0341  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0341  DYNAMIC HT  -         901.380 (meters)    2957.28  (feet)  COMP
 FS0341  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 FS0341
 FS0341  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0341
 FS0341.The horizontal coordinates were scaled from a topographic map and have
 FS0341.an estimated accuracy of +/- 6 seconds.
 FS0341
 FS0341.The orthometric height was determined by differential leveling
 FS0341.and adjusted by the  in 1992.
 FS0341.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0341.rate of 1.1 thru 2.0 mm/km.
 FS0341
 FS0341.The geoid height was determined by GEOID03.
 FS0341
 FS0341.The dynamic height is computed by dividing the NAVD 88
 FS0341.geopotential number by the normal gravity value computed on the
 FS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0341.degrees latitude (g = 980.6199 gals.).
 FS0341
 FS0341.The modeled gravity was interpolated from observed gravity values.
 FS0341
 FS0341;                    North         East    Units  Estimated Accuracy
 FS0341;SPC AZ W     -   502,800.      158,520.      MT  (+/- 180 meters Scaled)
 FS0341
 FS0341                          SUPERSEDED SURVEY CONTROL
 FS0341
 FS0341  NGVD 29 (??/??/92)  901.643  (m)         2958.14   (f) ADJ UNCH    1 1
 FS0341
 FS0341.Superseded values are not recommended for survey control.
 FS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0341.See file dsdata.txt to determine how the superseded data were derived.
 FS0341
 FS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV398352(NAD 83)
 FS0341_MARKER: DD = SURVEY DISK
 FS0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0341_SP_SET: CULVERT
 FS0341_STAMPING: 697+80 2958.73 1935
 FS0341_MARK LOGO: AZHD  
 FS0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0341
 FS0341  HISTORY     - Date     Condition        Report By
 FS0341  HISTORY     - 1935     MONUMENTED       AZHD
 FS0341  HISTORY     - 1949     GOOD             NGS
 FS0341  HISTORY     - 1982     GOOD             NGS
 FS0341  HISTORY     - 19870209 MARK NOT FOUND   USPSQD
 FS0341
 FS0341                          STATION DESCRIPTION
 FS0341
 FS0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0341'10.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0341'10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0341'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 100 YARDS NORTHWEST
 FS0341'OF MILEPOST 42, ABOUT 0.1 MILE SOUTHEAST OF THE T JUNCTION OF A
 FS0341'DIRT ROAD LEADING NORTHEAST TO PIERCES FERRY, AT A 30-INCH CORRUGATED
 FS0341'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0341'SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST OF THE CENTER
 FS0341'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0341
 FS0341                          STATION RECOVERY (1982)
 FS0341
 FS0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0341'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0341
 FS0341                          STATION RECOVERY (1987)
 FS0341
 FS0341'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0250 ***********************************************************************
 FQ0250  DESIGNATION -  6999.3
 FQ0250  PID         -  FQ0250
 FQ0250  STATE/COUNTY-  AZ/COCONINO
 FQ0250  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0250
 FQ0250                         *CURRENT SURVEY CONTROL
 FQ0250  ___________________________________________________________________
 FQ0250* NAD 83(1986)-  35 08 11.     (N)    111 40 42.     (W)     SCALED    
 FQ0250* NAVD 88     -      2134.415  (meters)    7002.66   (feet)  ADJUSTED  
 FQ0250  ___________________________________________________________________
 FQ0250  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0250  DYNAMIC HT  -        2131.366 (meters)    6992.66  (feet)  COMP
 FQ0250  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 FQ0250
 FQ0250  VERT ORDER  -  FIRST     CLASS II
 FQ0250
 FQ0250.The horizontal coordinates were scaled from a topographic map and have
 FQ0250.an estimated accuracy of +/- 6 seconds.
 FQ0250
 FQ0250.The orthometric height was determined by differential leveling
 FQ0250.and adjusted in June 1991.
 FQ0250
 FQ0250.The geoid height was determined by GEOID03.
 FQ0250
 FQ0250.The dynamic height is computed by dividing the NAVD 88
 FQ0250.geopotential number by the normal gravity value computed on the
 FQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0250.degrees latitude (g = 980.6199 gals.).
 FQ0250
 FQ0250.The modeled gravity was interpolated from observed gravity values.
 FQ0250
 FQ0250;                    North         East    Units  Estimated Accuracy
 FQ0250;SPC AZ C     -   458,730.      235,080.      MT  (+/- 180 meters Scaled)
 FQ0250
 FQ0250                          SUPERSEDED SURVEY CONTROL
 FQ0250
 FQ0250  NGVD 29 (??/??/92) 2133.386  (m)         6999.28   (f) ADJ UNCH    1 2
 FQ0250
 FQ0250.Superseded values are not recommended for survey control.
 FQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0250.See file dsdata.txt to determine how the superseded data were derived.
 FQ0250
 FQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD382883(NAD 83)
 FQ0250_MARKER: Z = SEE DESCRIPTION
 FQ0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0250_SP_SET: TREE
 FQ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0250
 FQ0250  HISTORY     - Date     Condition        Report By
 FQ0250  HISTORY     - UNK      MONUMENTED       USGS
 FQ0250  HISTORY     - 1955     MARK NOT FOUND   NGS
 FQ0250
 FQ0250                          STATION DESCRIPTION
 FQ0250
 FQ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0250'5.3 MI S FROM FLAGSTAFF.
 FQ0250'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0250'FLAGSTAFF, COCONINO COUNTY, AT THE TOP OF A HILL, 40 FEET WEST OF THE
 FQ0250'CENTER LINE OF THE HIGHWAY, AND IN THE ROOT OF A PINE TREE PAINTED
 FQ0250'U.S.B.M. 6999.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 FQ0250'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1598 ***********************************************************************
 DV1598  DESIGNATION -  7 A
 DV1598  PID         -  DV1598
 DV1598  STATE/COUNTY-  AZ/LA PAZ
 DV1598  USGS QUAD   -  BEAR HILLS (1990)
 DV1598
 DV1598                         *CURRENT SURVEY CONTROL
 DV1598  ___________________________________________________________________
 DV1598* NAD 83(1986)-  33 38 50.     (N)    113 53 53.     (W)     SCALED    
 DV1598* NAVD 88     -       408.56   (+/-2cm)    1340.4    (feet)  VERTCON   
 DV1598  ___________________________________________________________________
 DV1598  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1598
 DV1598.The horizontal coordinates were scaled from a topographic map and have
 DV1598.an estimated accuracy of +/- 6 seconds.
 DV1598
 DV1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1598.The vertical order pertains to the NGVD 29 superseded value.
 DV1598
 DV1598.The geoid height was determined by GEOID03.
 DV1598
 DV1598;                    North         East    Units  Estimated Accuracy
 DV1598;SPC AZ W     -   293,550.      199,630.      MT  (+/- 180 meters Scaled)
 DV1598
 DV1598                          SUPERSEDED SURVEY CONTROL
 DV1598
 DV1598  NGVD 29 (??/??/92)  407.874  (m)         1338.17   (f) ADJ UNCH    2 0
 DV1598
 DV1598.Superseded values are not recommended for survey control.
 DV1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1598.See file dsdata.txt to determine how the superseded data were derived.
 DV1598
 DV1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC312268(NAD 83)
 DV1598_MARKER: DD = SURVEY DISK
 DV1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1598_STAMPING: 7 A 1962
 DV1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1598+STABILITY: SURFACE MOTION
 DV1598
 DV1598  HISTORY     - Date     Condition        Report By
 DV1598  HISTORY     - 1962     MONUMENTED       AZHD
 DV1598
 DV1598                          STATION DESCRIPTION
 DV1598
 DV1598'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1598'6.25 MI SE FROM BRENDA.
 DV1598'0.4 MILE EAST-SOUTHEAST OF X 395 7, AN ARIZONA HIGHWAY DEPARTMENT
 DV1598'DISK, STAMPED 7 A 1962, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV1598'THE GROUND, IN THE CENTER OF THE MEDIAN STRIP OF INTERSTATE HIGHWAY
 DV1598'10, 2.8 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1105 ***********************************************************************
 DV1105  DESIGNATION -  7 D
 DV1105  PID         -  DV1105
 DV1105  STATE/COUNTY-  AZ/LA PAZ
 DV1105  USGS QUAD   -  VICKSBURG (1990)
 DV1105
 DV1105                         *CURRENT SURVEY CONTROL
 DV1105  ___________________________________________________________________
 DV1105* NAD 83(1986)-  33 37 50.     (N)    113 46 02.     (W)     SCALED    
 DV1105* NAVD 88     -       366.46   (+/-2cm)    1202.3    (feet)  VERTCON   
 DV1105  ___________________________________________________________________
 DV1105  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1105
 DV1105.The horizontal coordinates were scaled from a topographic map and have
 DV1105.an estimated accuracy of +/- 6 seconds.
 DV1105
 DV1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1105.The vertical order pertains to the NGVD 29 superseded value.
 DV1105
 DV1105.The geoid height was determined by GEOID03.
 DV1105
 DV1105;                    North         East    Units  Estimated Accuracy
 DV1105;SPC AZ W     -   291,690.      211,760.      MT  (+/- 180 meters Scaled)
 DV1105
 DV1105                          SUPERSEDED SURVEY CONTROL
 DV1105
 DV1105  NGVD 29 (??/??/92)  365.795  (m)         1200.11   (f) ADJ UNCH    2 0
 DV1105
 DV1105.Superseded values are not recommended for survey control.
 DV1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1105.See file dsdata.txt to determine how the superseded data were derived.
 DV1105
 DV1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC433246(NAD 83)
 DV1105_MARKER: DD = SURVEY DISK
 DV1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1105_STAMPING: 7 D 1200 1951
 DV1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1105+STABILITY: SURFACE MOTION
 DV1105
 DV1105  HISTORY     - Date     Condition        Report By
 DV1105  HISTORY     - 1951     MONUMENTED       USGS
 DV1105  HISTORY     - 1962     GOOD             NGS
 DV1105
 DV1105                          STATION DESCRIPTION
 DV1105
 DV1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1105'9.7 MI SW FROM HOPE.
 DV1105'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1105'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, 55
 DV1105'FEET WEST OF THE CENTER OF THE ROAD, 0.5 FOOT SOUTHEAST OF A WOODEN
 DV1105'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0765 ***********************************************************************
 FQ0765  DESIGNATION -  7 HLS
 FQ0765  PID         -  FQ0765
 FQ0765  STATE/COUNTY-  AZ/NAVAJO
 FQ0765  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0765
 FQ0765                         *CURRENT SURVEY CONTROL
 FQ0765  ___________________________________________________________________
 FQ0765* NAD 83(1986)-  35 03 48.     (N)    110 21 22.     (W)     SCALED    
 FQ0765* NAVD 88     -      1557.920  (meters)    5111.28   (feet)  ADJUSTED  
 FQ0765  ___________________________________________________________________
 FQ0765  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FQ0765  DYNAMIC HT  -        1555.833 (meters)    5104.43  (feet)  COMP
 FQ0765  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FQ0765
 FQ0765  VERT ORDER  -  THIRD
 FQ0765
 FQ0765.The horizontal coordinates were scaled from a topographic map and have
 FQ0765.an estimated accuracy of +/- 6 seconds.
 FQ0765
 FQ0765.The orthometric height was determined by differential leveling
 FQ0765.and adjusted in June 1991.
 FQ0765
 FQ0765.The geoid height was determined by GEOID03.
 FQ0765
 FQ0765.The dynamic height is computed by dividing the NAVD 88
 FQ0765.geopotential number by the normal gravity value computed on the
 FQ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0765.degrees latitude (g = 980.6199 gals.).
 FQ0765
 FQ0765.The modeled gravity was interpolated from observed gravity values.
 FQ0765
 FQ0765;                    North         East    Units  Estimated Accuracy
 FQ0765;SPC AZ E     -   450,620.      196,080.      MT  (+/- 180 meters Scaled)
 FQ0765
 FQ0765                          SUPERSEDED SURVEY CONTROL
 FQ0765
 FQ0765  NGVD 29 (??/??/92) 1557.14   (m)         5108.7    (f) COMPUTED    3 0
 FQ0765
 FQ0765.Superseded values are not recommended for survey control.
 FQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0765.See file dsdata.txt to determine how the superseded data were derived.
 FQ0765
 FQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD587802(NAD 83)
 FQ0765_MARKER: DB = BENCH MARK DISK
 FQ0765_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0765_SP_SET: COPPER-CLAD STEEL ROD
 FQ0765_STAMPING: 7 HLS 1970 5109
 FQ0765_MARK LOGO: USGS  
 FQ0765_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0765+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0765
 FQ0765  HISTORY     - Date     Condition        Report By
 FQ0765  HISTORY     - 1970     MONUMENTED       USGS
 FQ0765
 FQ0765                          STATION DESCRIPTION
 FQ0765
 FQ0765'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0765'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0765'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0765'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 1.9 MILES
 FQ0765'NORTHEAST ALONG THE ROAD, 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FQ0765'2 FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FQ0765'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0867 ***********************************************************************
 FQ0867  DESIGNATION -  7 JRH
 FQ0867  PID         -  FQ0867
 FQ0867  STATE/COUNTY-  AZ/COCONINO
 FQ0867  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0867
 FQ0867                         *CURRENT SURVEY CONTROL
 FQ0867  ___________________________________________________________________
 FQ0867* NAD 83(1986)-  35 40 18.     (N)    111 43 45.     (W)     SCALED    
 FQ0867* NAVD 88     -      1846.659  (meters)    6058.58   (feet)  POSTED    
 FQ0867  ___________________________________________________________________
 FQ0867  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0867  DYNAMIC HT  -        1844.210 (meters)    6050.55  (feet)  COMP
 FQ0867  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 FQ0867
 FQ0867  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0867
 FQ0867.The horizontal coordinates were scaled from a topographic map and have
 FQ0867.an estimated accuracy of +/- 6 seconds.
 FQ0867
 FQ0867.The orthometric height was determined by differential leveling
 FQ0867.and adjusted by the  in 1992.
 FQ0867.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0867.rate of 0.0 thru 1.0 mm/km.
 FQ0867
 FQ0867.The geoid height was determined by GEOID03.
 FQ0867
 FQ0867.The dynamic height is computed by dividing the NAVD 88
 FQ0867.geopotential number by the normal gravity value computed on the
 FQ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0867.degrees latitude (g = 980.6199 gals.).
 FQ0867
 FQ0867.The modeled gravity was interpolated from observed gravity values.
 FQ0867
 FQ0867;                    North         East    Units  Estimated Accuracy
 FQ0867;SPC AZ C     -   518,100.      230,330.      MT  (+/- 180 meters Scaled)
 FQ0867
 FQ0867                          SUPERSEDED SURVEY CONTROL
 FQ0867
 FQ0867.No superseded survey control is available for this station.
 FQ0867
 FQ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE340477(NAD 83)
 FQ0867_MARKER: DB = BENCH MARK DISK
 FQ0867_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0867_SP_SET: ROCK OUTCROP
 FQ0867_STAMPING: 7 JRH 1959 6056
 FQ0867_MARK LOGO: USGS  
 FQ0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0867+STABILITY: POSITION/ELEVATION WELL
 FQ0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0867+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0867
 FQ0867  HISTORY     - Date     Condition        Report By
 FQ0867  HISTORY     - 1959     MONUMENTED       USGS
 FQ0867
 FQ0867                          STATION DESCRIPTION
 FQ0867
 FQ0867'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0867'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0867'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0867'LOOKOUT TOWER, PROCEED 26.6 MILES SOUTH TO A ROAD FORK, 5.7 MILES
 FQ0867'SOUTHEAST OF LOCKWOOD TANK, 5.8 MILES NORTHEAST OF TUB RANCH, 184
 FQ0867'FEET SOUTH OF EL PASO NATURAL GAS PIPELINE, 93 FEET EAST OF CENTER OF
 FQ0867'THE ROAD AT A GATE, 18 FEET WEST OF SECTION CORNER 34 35 2 T26-27N
 FQ0867'R6E, 2 FEET SOUTH OF A FENCE, SET IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0292 ***********************************************************************
 DV0292  DESIGNATION -  7 LUKE FIELD
 DV0292  PID         -  DV0292
 DV0292  STATE/COUNTY-  AZ/MARICOPA
 DV0292  USGS QUAD   -  EL MIRAGE (1982)
 DV0292
 DV0292                         *CURRENT SURVEY CONTROL
 DV0292  ___________________________________________________________________
 DV0292* NAD 83(1986)-  33 32 30.     (N)    112 21 59.     (W)     SCALED    
 DV0292* NAVD 88     -       332.47   (+/-2cm)    1090.8    (feet)  VERTCON   
 DV0292  ___________________________________________________________________
 DV0292  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0292
 DV0292.The horizontal coordinates were scaled from a topographic map and have
 DV0292.an estimated accuracy of +/- 6 seconds.
 DV0292
 DV0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0292.The vertical order pertains to the NGVD 29 superseded value.
 DV0292
 DV0292.The geoid height was determined by GEOID03.
 DV0292
 DV0292;                    North         East    Units  Estimated Accuracy
 DV0292;SPC AZ C     -   281,910.      171,600.      MT  (+/- 180 meters Scaled)
 DV0292
 DV0292                          SUPERSEDED SURVEY CONTROL
 DV0292
 DV0292  NGVD 29 (??/??/92)  331.927  (m)         1089.00   (f) ADJ UNCH    2 0
 DV0292
 DV0292.Superseded values are not recommended for survey control.
 DV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0292.See file dsdata.txt to determine how the superseded data were derived.
 DV0292
 DV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC731121(NAD 83)
 DV0292_MARKER: Q = CHISELED SQUARE
 DV0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0292_SP_SET: PAVEMENT
 DV0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0292
 DV0292  HISTORY     - Date     Condition        Report By
 DV0292  HISTORY     - UNK      MONUMENTED       DOD
 DV0292  HISTORY     - 1945     GOOD             NGS
 DV0292
 DV0292                          STATION DESCRIPTION
 DV0292
 DV0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0292'IN LUKE FIELD.
 DV0292'AT LUKE FIELD, MARICOPA COUNTY, 86 FEET WEST-SOUTHWEST OF THE
 DV0292'SOUTHWEST CORNER OF THE SQUADRON C ENGINEERING OFFICE, 46 FEET
 DV0292'SOUTH-SOUTHWEST OF A FIRE HYDRANT, AT THE INTERSECTION OF D STREET AND
 DV0292'THE WEST ANCHORAGE, IN LINE WITH THE CENTERLINE OF D STREET, 8-1/2
 DV0292'INCHES WEST OF THE EAST EDGE OF THE ANCHORAGE, AND ON THE TOP OF THE
 DV0292'PAVEMENT.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0425 ***********************************************************************
 CY0425  DESIGNATION -  7 RS
 CY0425  PID         -  CY0425
 CY0425  STATE/COUNTY-  AZ/COCHISE
 CY0425  USGS QUAD   -  RAILROAD PASS (1979)
 CY0425
 CY0425                         *CURRENT SURVEY CONTROL
 CY0425  ___________________________________________________________________
 CY0425* NAD 83(1986)-  32 20 45.     (N)    109 43 02.     (W)     SCALED    
 CY0425* NAVD 88     -      1312.21   (+/-2cm)    4305.1    (feet)  VERTCON   
 CY0425  ___________________________________________________________________
 CY0425  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0425  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0425
 CY0425.The horizontal coordinates were scaled from a topographic map and have
 CY0425.an estimated accuracy of +/- 6 seconds.
 CY0425
 CY0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0425.The vertical order pertains to the NGVD 29 superseded value.
 CY0425
 CY0425.The geoid height was determined by GEOID03.
 CY0425
 CY0425;                    North         East    Units  Estimated Accuracy
 CY0425;SPC AZ E     -   149,300.      255,670.      MT  (+/- 180 meters Scaled)
 CY0425
 CY0425                          SUPERSEDED SURVEY CONTROL
 CY0425
 CY0425  NGVD 29 (??/??/92) 1311.409  (m)         4302.51   (f) ADJ UNCH    1 2
 CY0425
 CY0425.Superseded values are not recommended for survey control.
 CY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0425.See file dsdata.txt to determine how the superseded data were derived.
 CY0425
 CY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA207794(NAD 83)
 CY0425_MARKER: DD = SURVEY DISK
 CY0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0425_SP_SET: CULVERT
 CY0425_STAMPING: 7 RS 1941
 CY0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0425
 CY0425  HISTORY     - Date     Condition        Report By
 CY0425  HISTORY     - 1941     MONUMENTED       USGS
 CY0425  HISTORY     - 1952     GOOD             NGS
 CY0425  HISTORY     - 20011118 GOOD             USGS
 CY0425
 CY0425                          STATION DESCRIPTION
 CY0425
 CY0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0425'9.8 MI NE FROM WILLCOX.
 CY0425'9.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0425'THE STATION AT WILLCOX, 0.4 MILE WEST OF MILEPOLE NUMBER 1085, 0.3
 CY0425'MILE EAST OF A CULVERT, IN THE TOP EAST END OF THE NORTH CONCRETE
 CY0425'HEADWALL OF A CULVERT NUMBER 1084.64, 86.3 FEET SOUTH OF A FENCE LINE
 CY0425'LEADING EAST AND WEST, 44.4 FEET SOUTHEAST OF A POWER POLE MARKED WITH
 CY0425'A WHITE PAINTED ARROW WITH LETTER G, 11.6 FEET NORTH OF THE NORTH
 CY0425'RAIL, 0.7 FOOT WEST OF THE EAST END OF A CULVERT, ABOUT 1.0 FOOT LOWER
 CY0425'THAN THE TOP OF THE TRACK, AND SET IN THE TOP OF THE EAST END OF THE
 CY0425'NORTH CONCRETE HEADWALL OF A CULVERT.
 CY0425
 CY0425                          STATION RECOVERY (2001)
 CY0425
 CY0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (JMM)
 CY0425'MARK WAS RESET IN 2001
 CY0425'NEW ELEVATION 4305.2 NAVD 88 VERTCON
 CY0425'DESCRIPTION SAME EXCEPT FOR(43.3 FT NORTH OF THE NORTH RAIL
 CY0425'STAMPED 7 RS 1941 RESET 2001
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5767 ***********************************************************************
 DH5767  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5767  DESIGNATION -  7 V T DRAW
 DH5767  PID         -  DH5767
 DH5767  STATE/COUNTY-  AZ/COCHISE
 DH5767  USGS QUAD   -  DOS CABEZAS SW (1974)
 DH5767
 DH5767                         *CURRENT SURVEY CONTROL
 DH5767  ___________________________________________________________________
 DH5767* NAD 83(2007)-  32 05 38.92678(N)    109 39 29.33177(W)     ADJUSTED  
 DH5767* NAVD 88     -      1355.61   (meters)    4447.5    (feet)  GPS OBS   
 DH5767  ___________________________________________________________________
 DH5767  EPOCH DATE  -        2007.00
 DH5767  X           -  -1,819,844.748 (meters)                     COMP
 DH5767  Y           -  -5,094,351.562 (meters)                     COMP
 DH5767  Z           -   3,369,986.180 (meters)                     COMP
 DH5767  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 DH5767  ELLIP HEIGHT-        1328.708 (meters)          (02/10/07) ADJUSTED
 DH5767  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DH5767
 DH5767  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5767  Type    PID    Designation                      North   East  Ellip
 DH5767  -------------------------------------------------------------------
 DH5767  NETWORK DH5767 7 V T DRAW                        0.65   0.53   1.90
 DH5767  -------------------------------------------------------------------
 DH5767
 DH5767.The horizontal coordinates were established by GPS observations
 DH5767.and adjusted by the National Geodetic Survey in February 2007.
 DH5767
 DH5767.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5767.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5767.The horizontal coordinates are valid at the epoch date displayed above.
 DH5767.The epoch date for horizontal control is a decimal equivalence
 DH5767.of Year/Month/Day.
 DH5767
 DH5767.The orthometric height was determined by GPS observations and a
 DH5767.high-resolution geoid model.
 DH5767.The orthometric height was determined by GPS observations and a
 DH5767.high-resolution geoid model using precise GPS observation and
 DH5767.processing techniques.
 DH5767
 DH5767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5767
 DH5767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5767
 DH5767.The ellipsoidal height was determined by GPS observations
 DH5767.and is referenced to NAD 83.
 DH5767
 DH5767.The geoid height was determined by GEOID03.
 DH5767
 DH5767;                    North         East     Units Scale Factor Converg.
 DH5767;SPC AZ E     -   121,418.813   261,357.865   MT  0.99992840   +0 16 12.7
 DH5767;SPC AZ E     -   398,355.69    857,473.31   iFT  0.99992840   +0 16 12.7
 DH5767;UTM  12      - 3,551,659.051   626,620.519   MT  0.99979772   +0 42 46.9
 DH5767
 DH5767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5767!SPC AZ E     -   0.99979141  x   0.99992840  =   0.99971983
 DH5767!UTM  12      -   0.99979141  x   0.99979772  =   0.99958918
 DH5767
 DH5767                          SUPERSEDED SURVEY CONTROL
 DH5767
 DH5767  NAD 83(1992)-  32 05 38.92641(N)    109 39 29.33087(W) AD(       ) B
 DH5767  ELLIP H (08/22/05) 1328.727  (m)                       GP(       ) 4 2
 DH5767
 DH5767.Superseded values are not recommended for survey control.
 DH5767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5767.See file dsdata.txt to determine how the superseded data were derived.
 DH5767
 DH5767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2662151659(NAD 83)
 DH5767_MARKER: DD = SURVEY DISK
 DH5767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5767_STAMPING: 7 V T DRAW 2004
 DH5767_MARK LOGO: AZ-003
 DH5767_PROJECTION: FLUSH
 DH5767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5767+STABILITY: SURFACE MOTION
 DH5767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5767+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5767
 DH5767  HISTORY     - Date     Condition        Report By
 DH5767  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5767
 DH5767                          STATION DESCRIPTION
 DH5767
 DH5767'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5767'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5767'HIGHWAY 186 IN WILLCOX, AZ. TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5767'5.92 MILES TO KANSAS SETTELMENT RD. TRAVEL SOUTH ON KANSAS SETTELMENT
 DH5767'RD. FOR APROX. 6.0 MILES TO ARZBERGER RD. TRAVEL EAST ON ARZBERGER FOR
 DH5767'APPROX. 4.6 MILES TO WELLS FARGO RD., GO SOUTH ON WELLS FARGO FOR 0.73
 DH5767'MILES AND IT WILL TURN INTO PATRIOT TRAIL, BEAR EAST AND CONTINUE ON
 DH5767'PATRIOT TRAIL FOR 1.5 MILES TO A ROAD THAT BEARS SOUTH AND IS USED FOR
 DH5767'EL PASO NATURAL GAS, HEAD SOUTH ON THIS ROAD FOR 0.24 MILES TO A
 DH5767'LOCKED GATE, AND THE STATION. THE STATION IS LOCATED APPROX. 75 FEET
 DH5767'EAST OF THE LOCKED GATE ALONG FENCE LINE.
 DH5767' 
 DH5767'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5767'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5767'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0072 ***********************************************************************
 DA0072  DESIGNATION -  7 WF
 DA0072  PID         -  DA0072
 DA0072  STATE/COUNTY-  AZ/MARICOPA
 DA0072  USGS QUAD   -  BIG HORN (1979)
 DA0072
 DA0072                         *CURRENT SURVEY CONTROL
 DA0072  ___________________________________________________________________
 DA0072* NAD 83(1986)-  32 46 08.     (N)    112 29 46.     (W)     SCALED    
 DA0072* NAVD 88     -       576.31   (+/-2cm)    1890.8    (feet)  VERTCON   
 DA0072  ___________________________________________________________________
 DA0072  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DA0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0072
 DA0072.The horizontal coordinates were scaled from a topographic map and have
 DA0072.an estimated accuracy of +/- 6 seconds.
 DA0072
 DA0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0072.The vertical order pertains to the NGVD 29 superseded value.
 DA0072
 DA0072.The geoid height was determined by GEOID03.
 DA0072
 DA0072;                    North         East    Units  Estimated Accuracy
 DA0072;SPC AZ C     -   196,270.      159,070.      MT  (+/- 180 meters Scaled)
 DA0072
 DA0072                          SUPERSEDED SURVEY CONTROL
 DA0072
 DA0072  NGVD 29 (??/??/92)  575.623  (m)         1888.52   (f) ADJ UNCH    2 0
 DA0072
 DA0072.Superseded values are not recommended for survey control.
 DA0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0072.See file dsdata.txt to determine how the superseded data were derived.
 DA0072
 DA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB598266(NAD 83)
 DA0072_MARKER: DD = SURVEY DISK
 DA0072_SETTING: 66 = SET IN ROCK OUTCROP
 DA0072_SP_SET: ROCK OUTCROP
 DA0072_STAMPING: 1889 7 W F 1948
 DA0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0072+STABILITY: POSITION/ELEVATION WELL
 DA0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0072+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0072
 DA0072  HISTORY     - Date     Condition        Report By
 DA0072  HISTORY     - 1948     MONUMENTED       USGS
 DA0072  HISTORY     - 1952     GOOD             NGS
 DA0072  HISTORY     - 20090206 GOOD             GEOCAC
 DA0072
 DA0072                          STATION DESCRIPTION
 DA0072
 DA0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0072'10.6 MI NW FROM STOUTS WELL.
 DA0072'10.6 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0072'ON THE WEST SLOPE OF A GRADE, 102 FEET WEST OF THE CENTER OF A
 DA0072'JUNCTION OF A TRACK ROAD LEADING NORTHEAST, IN THE TOP OF A GRANITE
 DA0072'ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 26 FEET SOUTH OF THE
 DA0072'CENTER OF AN EASTWEST ROCKY WASH, 21 1/2 FEET NORTH OF THE CENTER LINE
 DA0072'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 DA0072
 DA0072                          STATION RECOVERY (2009)
 DA0072
 DA0072'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0072'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0072'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0072'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0072'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0072'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0072'32 46 08.2 (N)   112 29 46.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0867 ***********************************************************************
 DV0867  DESIGNATION -  70 A
 DV0867  PID         -  DV0867
 DV0867  STATE/COUNTY-  AZ/MARICOPA
 DV0867  USGS QUAD   -  WINTERSBURG (1984)
 DV0867
 DV0867                         *CURRENT SURVEY CONTROL
 DV0867  ___________________________________________________________________
 DV0867* NAD 83(1986)-  33 28 08.     (N)    112 48 27.     (W)     SCALED    
 DV0867* NAVD 88     -       334.97   (+/-2cm)    1099.0    (feet)  VERTCON   
 DV0867  ___________________________________________________________________
 DV0867  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0867
 DV0867.The horizontal coordinates were scaled from a topographic map and have
 DV0867.an estimated accuracy of +/- 6 seconds.
 DV0867
 DV0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0867.The vertical order pertains to the NGVD 29 superseded value.
 DV0867
 DV0867.The geoid height was determined by GEOID03.
 DV0867
 DV0867;                    North         East    Units  Estimated Accuracy
 DV0867;SPC AZ C     -   274,110.      130,560.      MT  (+/- 180 meters Scaled)
 DV0867
 DV0867                          SUPERSEDED SURVEY CONTROL
 DV0867
 DV0867  NGVD 29 (??/??/92)  334.339  (m)         1096.91   (f) ADJ UNCH    2 0
 DV0867
 DV0867.Superseded values are not recommended for survey control.
 DV0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0867.See file dsdata.txt to determine how the superseded data were derived.
 DV0867
 DV0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC320047(NAD 83)
 DV0867_MARKER: DD = SURVEY DISK
 DV0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0867_STAMPING: 70 A 1962
 DV0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0867+STABILITY: SURFACE MOTION
 DV0867
 DV0867  HISTORY     - Date     Condition        Report By
 DV0867  HISTORY     - 1962     MONUMENTED       AZHD
 DV0867  HISTORY     - 1962     GOOD             NGS
 DV0867
 DV0867                          STATION DESCRIPTION
 DV0867
 DV0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0867'9.35 MI SE FROM TONOPAH.
 DV0867'0.6 MILE EAST-SOUTHEAST OF V 415 70 AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV0867'STAMPED 70 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0867'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0867'HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0641 ***********************************************************************
 ER0641  DESIGNATION -  70 BKC
 ER0641  PID         -  ER0641
 ER0641  STATE/COUNTY-  AZ/APACHE
 ER0641  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0641
 ER0641                         *CURRENT SURVEY CONTROL
 ER0641  ___________________________________________________________________
 ER0641* NAD 83(1986)-  34 12 43.     (N)    109 25 48.     (W)     SCALED    
 ER0641* NAVD 88     -      2161.084  (meters)    7090.16   (feet)  ADJUSTED  
 ER0641  ___________________________________________________________________
 ER0641  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ER0641  DYNAMIC HT  -        2157.786 (meters)    7079.34  (feet)  COMP
 ER0641  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 ER0641
 ER0641  VERT ORDER  -  SECOND    CLASS 0
 ER0641
 ER0641.The horizontal coordinates were scaled from a topographic map and have
 ER0641.an estimated accuracy of +/- 6 seconds.
 ER0641
 ER0641.The orthometric height was determined by differential leveling
 ER0641.and adjusted in June 1991.
 ER0641
 ER0641.The geoid height was determined by GEOID03.
 ER0641
 ER0641.The dynamic height is computed by dividing the NAVD 88
 ER0641.geopotential number by the normal gravity value computed on the
 ER0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0641.degrees latitude (g = 980.6199 gals.).
 ER0641
 ER0641.The modeled gravity was interpolated from observed gravity values.
 ER0641
 ER0641;                    North         East    Units  Estimated Accuracy
 ER0641;SPC AZ E     -   356,410.      281,240.      MT  (+/- 180 meters Scaled)
 ER0641
 ER0641                          SUPERSEDED SURVEY CONTROL
 ER0641
 ER0641  NGVD 29 (??/??/92) 2159.889  (m)         7086.24   (f) ADJ UNCH    2 0
 ER0641
 ER0641.Superseded values are not recommended for survey control.
 ER0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0641.See file dsdata.txt to determine how the superseded data were derived.
 ER0641
 ER0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC446867(NAD 83)
 ER0641_MARKER: DB = BENCH MARK DISK
 ER0641_SETTING: 66 = SET IN ROCK OUTCROP
 ER0641_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0641_STAMPING: 70 BKC 1968 7087
 ER0641_MARK LOGO: USGS  
 ER0641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0641+STABILITY: POSITION/ELEVATION WELL
 ER0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0641+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0641
 ER0641  HISTORY     - Date     Condition        Report By
 ER0641  HISTORY     - 1968     MONUMENTED       USGS
 ER0641
 ER0641                          STATION DESCRIPTION
 ER0641
 ER0641'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0641'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 11.1 MILES
 ER0641'NORTHWEST ALONG U S HIGHWAY 60, 63 FEET SOUTH OF THE HIGHWAY, 12 FEET
 ER0641'NORTH OF A FENCE, 2 FEET NORTH OF A CAIRN, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0826 ***********************************************************************
 ET0826  DESIGNATION -  70 DOR
 ET0826  PID         -  ET0826
 ET0826  STATE/COUNTY-  AZ/MOHAVE
 ET0826  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0826
 ET0826                         *CURRENT SURVEY CONTROL
 ET0826  ___________________________________________________________________
 ET0826* NAD 83(1986)-  34 41 26.     (N)    113 56 21.     (W)     SCALED    
 ET0826* NAVD 88     -       860.104  (meters)    2821.86   (feet)  ADJUSTED  
 ET0826  ___________________________________________________________________
 ET0826  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 ET0826  DYNAMIC HT  -         859.093 (meters)    2818.54  (feet)  COMP
 ET0826  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 ET0826
 ET0826  VERT ORDER  -  FIRST     CLASS II
 ET0826
 ET0826.The horizontal coordinates were scaled from a topographic map and have
 ET0826.an estimated accuracy of +/- 6 seconds.
 ET0826
 ET0826.The orthometric height was determined by differential leveling
 ET0826.and adjusted in June 1991.
 ET0826
 ET0826.The geoid height was determined by GEOID03.
 ET0826
 ET0826.The dynamic height is computed by dividing the NAVD 88
 ET0826.geopotential number by the normal gravity value computed on the
 ET0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0826.degrees latitude (g = 980.6199 gals.).
 ET0826
 ET0826.The modeled gravity was interpolated from observed gravity values.
 ET0826
 ET0826;                    North         East    Units  Estimated Accuracy
 ET0826;SPC AZ W     -   409,280.      196,030.      MT  (+/- 180 meters Scaled)
 ET0826
 ET0826                          SUPERSEDED SURVEY CONTROL
 ET0826
 ET0826.No superseded survey control is available for this station.
 ET0826
 ET0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD307426(NAD 83)
 ET0826_MARKER: DB = BENCH MARK DISK
 ET0826_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 ET0826_SP_SET: UNSPECIFIED DEEP
 ET0826_STAMPING: 70 DOR 1966 2819
 ET0826_MARK LOGO: USGS  
 ET0826_PROJECTION: PROJECTING 5 CENTIMETERS
 ET0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0826+STABILITY: SURFACE MOTION
 ET0826
 ET0826  HISTORY     - Date     Condition        Report By
 ET0826  HISTORY     - 1966     MONUMENTED       USGS
 ET0826  HISTORY     - 1981     GOOD             NGS
 ET0826
 ET0826                          STATION DESCRIPTION
 ET0826
 ET0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0826'30.8 KM (11.15 MI) SE FROM YUCCA.
 ET0826'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0826'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.85 KM (1.15 MI) SOUTHWEST
 ET0826'ALONG A DIRT ROAD, 1.05 KM (0.65 MI) SOUTHWEST OF A CATTLE CORRAL AND
 ET0826'WATER TANK, AT THE WEST EDGE OF A SMALL KNOLL COVERED WITH LARGE
 ET0826'BOULDERS, 28.2 METERS (92.5 FT) EAST OF THE CENTERLINE OF THE DIRT
 ET0826'ROAD, 14.3 METERS (47.0 FT) EAST OF A 3-INCH IRON WATER LINE PIPE
 ET0826'PARALLELING THE ROAD, MARK IS ENCASED IN A 4-INCH SOIL PIPE.
 ET0826'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 ET0826'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1020 ***********************************************************************
 FR1020  DESIGNATION -  70 EMH
 FR1020  PID         -  FR1020
 FR1020  STATE/COUNTY-  AZ/COCONINO
 FR1020  USGS QUAD   -  MOUNT FLOYD (1973)
 FR1020
 FR1020                         *CURRENT SURVEY CONTROL
 FR1020  ___________________________________________________________________
 FR1020* NAD 83(1986)-  35 29 42.     (N)    112 39 45.     (W)     SCALED    
 FR1020* NAVD 88     -      1829.320  (meters)    6001.69   (feet)  POSTED    
 FR1020  ___________________________________________________________________
 FR1020  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 FR1020  DYNAMIC HT  -        1826.870 (meters)    5993.66  (feet)  COMP
 FR1020  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 FR1020
 FR1020  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1020
 FR1020.The horizontal coordinates were scaled from a topographic map and have
 FR1020.an estimated accuracy of +/- 6 seconds.
 FR1020
 FR1020.The orthometric height was determined by differential leveling
 FR1020.and adjusted by the  in 1992.
 FR1020.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1020.rate of 0.0 thru 1.0 mm/km.
 FR1020
 FR1020.The geoid height was determined by GEOID03.
 FR1020
 FR1020.The dynamic height is computed by dividing the NAVD 88
 FR1020.geopotential number by the normal gravity value computed on the
 FR1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1020.degrees latitude (g = 980.6199 gals.).
 FR1020
 FR1020.The modeled gravity was interpolated from observed gravity values.
 FR1020
 FR1020;                    North         East    Units  Estimated Accuracy
 FR1020;SPC AZ C     -   498,740.      145,690.      MT  (+/- 180 meters Scaled)
 FR1020
 FR1020                          SUPERSEDED SURVEY CONTROL
 FR1020
 FR1020.No superseded survey control is available for this station.
 FR1020
 FR1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE492292(NAD 83)
 FR1020_MARKER: DB = BENCH MARK DISK
 FR1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1020_SP_SET: COPPER-CLAD STEEL ROD
 FR1020_STAMPING: 70 EMH 1973 5599
 FR1020_MARK LOGO: USGS  
 FR1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1020
 FR1020  HISTORY     - Date     Condition        Report By
 FR1020  HISTORY     - 1973     MONUMENTED       USGS
 FR1020
 FR1020                          STATION DESCRIPTION
 FR1020
 FR1020'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1020'54.2 KM (33.70 MI) NORTH FROM SELIGMAN.
 FR1020'FROM THE GATE AT SEVEN RANCH, PROCEED 6.4 MILES NORTHWEST ALONG A
 FR1020'DIRT ROAD, 0.5 MILES SOUTHEAST OF A FENCE CROSSING, 110 FEET NORTH OF
 FR1020'A SHORT JOG LEFT IN THE ROAD, 43 FEET SOUTHWEST OF AND ACROSS THE
 FR1020'ROAD FROM A LONE JUNIPER TREE, 26 FEET SOUTHWEST OF THE CENTERLINE OF
 FR1020'THE ROAD.  ROD DEPTH UNKNOWN.
 FR1020'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0662 ***********************************************************************
 FP0662  DESIGNATION -  70 HLS
 FP0662  PID         -  FP0662
 FP0662  STATE/COUNTY-  AZ/APACHE
 FP0662  USGS QUAD   -  WIDE RUINS SW (1971)
 FP0662
 FP0662                         *CURRENT SURVEY CONTROL
 FP0662  ___________________________________________________________________
 FP0662* NAD 83(1986)-  35 15 23.     (N)    109 26 16.     (W)     SCALED    
 FP0662* NAVD 88     -      1869.451  (meters)    6133.36   (feet)  ADJUSTED  
 FP0662  ___________________________________________________________________
 FP0662  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 FP0662  DYNAMIC HT  -        1866.836 (meters)    6124.78  (feet)  COMP
 FP0662  MODELED GRAV-     979,168.9   (mgal)                       NAVD 88
 FP0662
 FP0662  VERT ORDER  -  SECOND    CLASS II
 FP0662
 FP0662.The horizontal coordinates were scaled from a topographic map and have
 FP0662.an estimated accuracy of +/- 6 seconds.
 FP0662
 FP0662.The orthometric height was determined by differential leveling
 FP0662.and adjusted in June 1991.
 FP0662
 FP0662.The geoid height was determined by GEOID03.
 FP0662
 FP0662.The dynamic height is computed by dividing the NAVD 88
 FP0662.geopotential number by the normal gravity value computed on the
 FP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0662.degrees latitude (g = 980.6199 gals.).
 FP0662
 FP0662.The modeled gravity was interpolated from observed gravity values.
 FP0662
 FP0662;                    North         East    Units  Estimated Accuracy
 FP0662;SPC AZ E     -   472,260.      279,690.      MT  (+/- 180 meters Scaled)
 FP0662
 FP0662                          SUPERSEDED SURVEY CONTROL
 FP0662
 FP0662  NGVD 29 (??/??/92) 1868.54   (m)         6130.4    (f) COMPUTED    2 2
 FP0662
 FP0662.Superseded values are not recommended for survey control.
 FP0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0662.See file dsdata.txt to determine how the superseded data were derived.
 FP0662
 FP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE421025(NAD 83)
 FP0662_MARKER: DB = BENCH MARK DISK
 FP0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0662_SP_SET: COPPER-CLAD STEEL ROD
 FP0662_STAMPING: 70 HLS 1970 6130
 FP0662_MARK LOGO: USGS  
 FP0662_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0662+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0662
 FP0662  HISTORY     - Date     Condition        Report By
 FP0662  HISTORY     - 1970     MONUMENTED       USGS
 FP0662
 FP0662                          STATION DESCRIPTION
 FP0662
 FP0662'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0662'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0662'PROCEED 4.6 MILES NORTH ALONG STATE HIGHWAY 63, 248 FEET SOUTH OF THE
 FP0662'NAVAJO RESERVATION BOUNDARY FENCE, 52 FEET EAST OF THE HIGHWAY, 2
 FP0662'FEET WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FP0662'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0812 ***********************************************************************
 CZ0812  DESIGNATION -  701+95
 CZ0812  PID         -  CZ0812
 CZ0812  STATE/COUNTY-  AZ/PIMA
 CZ0812  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0812
 CZ0812                         *CURRENT SURVEY CONTROL
 CZ0812  ___________________________________________________________________
 CZ0812* NAD 83(1986)-  32 07 35.     (N)    111 11 31.     (W)     SCALED    
 CZ0812* NAVD 88     -       741.59   (+/-2cm)    2433.0    (feet)  VERTCON   
 CZ0812  ___________________________________________________________________
 CZ0812  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0812
 CZ0812.The horizontal coordinates were scaled from a topographic map and have
 CZ0812.an estimated accuracy of +/- 6 seconds.
 CZ0812
 CZ0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0812.The vertical order pertains to the NGVD 29 superseded value.
 CZ0812
 CZ0812.The geoid height was determined by GEOID03.
 CZ0812
 CZ0812;                    North         East    Units  Estimated Accuracy
 CZ0812;SPC AZ C     -   125,110.      281,740.      MT  (+/- 180 meters Scaled)
 CZ0812
 CZ0812                          SUPERSEDED SURVEY CONTROL
 CZ0812
 CZ0812  NGVD 29 (??/??/92)  740.901  (m)         2430.77   (f) ADJ UNCH    2 0
 CZ0812
 CZ0812.Superseded values are not recommended for survey control.
 CZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0812.See file dsdata.txt to determine how the superseded data were derived.
 CZ0812
 CZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA818544(NAD 83)
 CZ0812_MARKER: DD = SURVEY DISK
 CZ0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0812_SP_SET: CULVERT
 CZ0812_STAMPING: 701+95 2431.58
 CZ0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0812
 CZ0812  HISTORY     - Date     Condition        Report By
 CZ0812  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0812  HISTORY     - 1951     GOOD             NGS
 CZ0812  HISTORY     - 1979     GOOD             LOCSUR
 CZ0812
 CZ0812                          STATION DESCRIPTION
 CZ0812
 CZ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0812'14.1 MI SW FROM TUCSON.
 CZ0812'14.1 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0812'STATE HIGHWAY 86, 1.4 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0812'AIRPORT, SET IN THE TOP OF IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0812'A 4 BY 6 FOOT CONCRETE BOX CULVERT, 28 YARDS WEST OF TELEPHONE NUMBER
 CZ0812'1170, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CZ0812'ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 CZ0812
 CZ0812                          STATION RECOVERY (1979)
 CZ0812
 CZ0812'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1135 ***********************************************************************
 DB1135  DESIGNATION -  702
 DB1135  PID         -  DB1135
 DB1135  STATE/COUNTY-  AZ/YUMA
 DB1135  USGS QUAD   -  WELLTON MESA (1982)
 DB1135
 DB1135                         *CURRENT SURVEY CONTROL
 DB1135  ___________________________________________________________________
 DB1135* NAD 83(1986)-  32 40 27.     (N)    114 05 26.     (W)     SCALED    
 DB1135* NAVD 88     -        86.232  (meters)     282.91   (feet)  ADJUSTED  
 DB1135  ___________________________________________________________________
 DB1135  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DB1135  DYNAMIC HT  -          86.133 (meters)     282.59  (feet)  COMP
 DB1135  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 DB1135
 DB1135  VERT ORDER  -  FIRST     CLASS II
 DB1135
 DB1135.The horizontal coordinates were scaled from a topographic map and have
 DB1135.an estimated accuracy of +/- 6 seconds.
 DB1135
 DB1135.The orthometric height was determined by differential leveling
 DB1135.and adjusted in June 1991.
 DB1135
 DB1135.The geoid height was determined by GEOID03.
 DB1135
 DB1135.The dynamic height is computed by dividing the NAVD 88
 DB1135.geopotential number by the normal gravity value computed on the
 DB1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1135.degrees latitude (g = 980.6199 gals.).
 DB1135
 DB1135.The modeled gravity was interpolated from observed gravity values.
 DB1135
 DB1135;                    North         East    Units  Estimated Accuracy
 DB1135;SPC AZ W     -   185,680.      181,420.      MT  (+/- 180 meters Scaled)
 DB1135
 DB1135                          SUPERSEDED SURVEY CONTROL
 DB1135
 DB1135.No superseded survey control is available for this station.
 DB1135
 DB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS728189(NAD 83)
 DB1135_MARKER: DB = BENCH MARK DISK
 DB1135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB1135_SP_SET: HEADWALL
 DB1135_STAMPING: 702 19 281.06
 DB1135_MARK LOGO: AZHD  
 DB1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1135+STABILITY: SURFACE MOTION
 DB1135
 DB1135  HISTORY     - Date     Condition        Report By
 DB1135  HISTORY     - UNK      MONUMENTED       AZHD
 DB1135  HISTORY     - 1981     GOOD             NGS
 DB1135  HISTORY     - 20090206 GOOD             GEOCAC
 DB1135
 DB1135                          STATION DESCRIPTION
 DB1135
 DB1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1135'5.4 KM (3.35 MI) EAST FROM WELLTON.
 DB1135'5.4 KM (3.35 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1135'WELLTON, 0.9 KM (0.55 MI) EAST OF HIGHWAY MILEPOST 36, SET IN TOP OF
 DB1135'THE CENTER OF THE NORTH HEADWALL OF A HIGHWAY BRIDGE, 7.0 M (23.0 FT)
 DB1135'NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.4 M (27.8 FT) EAST OF THE
 DB1135'WEST END OF THE HEADWALL, 8.4 M (27.8 FT) WEST OF THE EAST END OF THE
 DB1135'HEADWALL.
 DB1135'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DB1135
 DB1135                          STATION RECOVERY (2009)
 DB1135
 DB1135'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0215 ***********************************************************************
 ER0215  DESIGNATION -  7023.17
 ER0215  PID         -  ER0215
 ER0215  STATE/COUNTY-  AZ/APACHE
 ER0215  USGS QUAD   -  COYOTE HILLS (1969)
 ER0215
 ER0215                         *CURRENT SURVEY CONTROL
 ER0215  ___________________________________________________________________
 ER0215* NAD 83(1986)-  34 09 19.     (N)    109 09 17.     (W)     SCALED    
 ER0215* NAVD 88     -      2143.855  (meters)    7033.63   (feet)  ADJUSTED  
 ER0215  ___________________________________________________________________
 ER0215  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ER0215  DYNAMIC HT  -        2140.546 (meters)    7022.77  (feet)  COMP
 ER0215  MODELED GRAV-     979,015.3   (mgal)                       NAVD 88
 ER0215
 ER0215  VERT ORDER  -  SECOND    CLASS 0
 ER0215
 ER0215.The horizontal coordinates were scaled from a topographic map and have
 ER0215.an estimated accuracy of +/- 6 seconds.
 ER0215
 ER0215.The orthometric height was determined by differential leveling
 ER0215.and adjusted in June 1991.
 ER0215
 ER0215.The geoid height was determined by GEOID03.
 ER0215
 ER0215.The dynamic height is computed by dividing the NAVD 88
 ER0215.geopotential number by the normal gravity value computed on the
 ER0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0215.degrees latitude (g = 980.6199 gals.).
 ER0215
 ER0215.The modeled gravity was interpolated from observed gravity values.
 ER0215
 ER0215;                    North         East    Units  Estimated Accuracy
 ER0215;SPC AZ E     -   350,340.      306,670.      MT  (+/- 180 meters Scaled)
 ER0215
 ER0215                          SUPERSEDED SURVEY CONTROL
 ER0215
 ER0215  NGVD 29 (??/??/92) 2142.908  (m)         7030.52   (f) ADJ UNCH    2 0
 ER0215
 ER0215.Superseded values are not recommended for survey control.
 ER0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0215.See file dsdata.txt to determine how the superseded data were derived.
 ER0215
 ER0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC701809(NAD 83)
 ER0215_MARKER: DZ = AZIMUTH MARK DISK
 ER0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0215_SP_SET: CULVERT
 ER0215_STAMPING: 7023.17 439+66.2
 ER0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0215
 ER0215  HISTORY     - Date     Condition        Report By
 ER0215  HISTORY     - UNK      MONUMENTED       AZHD
 ER0215  HISTORY     - 1934     GOOD             NGS
 ER0215
 ER0215                          STATION DESCRIPTION
 ER0215
 ER0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0215'7.5 MI E FROM SPRINGERVILLE.
 ER0215'7.5 MILES EAST ON U.S. HWY. 60 TO WHERE THE NEW HIGHWAY CROSSES THE
 ER0215'OLD HIGHWAY, TURN LEFT AND GO WEST 0.5, WEST ON THE OLD HIGHWAY TO A
 ER0215'CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 ER0215'WALL.  STAMPED 7023.17 439+66.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0078 ***********************************************************************
 ET0078  DESIGNATION -  7025
 ET0078  PID         -  ET0078
 ET0078  STATE/COUNTY-  AZ/YAVAPAI
 ET0078  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0078
 ET0078                         *CURRENT SURVEY CONTROL
 ET0078  ___________________________________________________________________
 ET0078* NAD 83(1986)-  34 42 27.     (N)    112 08 59.     (W)     SCALED    
 ET0078* NAVD 88     -      2144.670  (meters)    7036.30   (feet)  POSTED    
 ET0078  ___________________________________________________________________
 ET0078  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 ET0078  DYNAMIC HT  -        2141.610 (meters)    7026.27  (feet)  COMP
 ET0078  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 ET0078
 ET0078  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0078
 ET0078.The horizontal coordinates were scaled from a topographic map and have
 ET0078.an estimated accuracy of +/- 6 seconds.
 ET0078
 ET0078.The orthometric height was determined by differential leveling
 ET0078.and adjusted in November 2005.
 ET0078.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0078.rate of 3.1 thru 4.0 mm/km.
 ET0078
 ET0078.The geoid height was determined by GEOID03.
 ET0078
 ET0078.The dynamic height is computed by dividing the NAVD 88
 ET0078.geopotential number by the normal gravity value computed on the
 ET0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0078.degrees latitude (g = 980.6199 gals.).
 ET0078
 ET0078.The modeled gravity was interpolated from observed gravity values.
 ET0078
 ET0078;                    North         East    Units  Estimated Accuracy
 ET0078;SPC AZ C     -   411,150.      192,010.      MT  (+/- 180 meters Scaled)
 ET0078
 ET0078                          SUPERSEDED SURVEY CONTROL
 ET0078
 ET0078  NGVD 29 (??/??/??) 2144.01   (m)         7034.1    (f) RESET       3  
 ET0078
 ET0078.Superseded values are not recommended for survey control.
 ET0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0078.See file dsdata.txt to determine how the superseded data were derived.
 ET0078
 ET0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD947412(NAD 83)
 ET0078_MARKER: P = PIPE CAP
 ET0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0078
 ET0078  HISTORY     - Date     Condition        Report By
 ET0078  HISTORY     - UNK      MONUMENTED       USGS
 ET0078  HISTORY     - 1933     GOOD             NGS
 ET0078
 ET0078                          STATION DESCRIPTION
 ET0078
 ET0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0078'7.8 MI SW FROM JEROME.
 ET0078'IRON POST, 45 FEET WEST OF SUMMIT OF GRADE ON MINGUS MOUNTAIN, 90 FEET
 ET0078'SOUTHWEST OF STONEWORK SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0785 ***********************************************************************
 DA0785  DESIGNATION -  705.06
 DA0785  PID         -  DA0785
 DA0785  STATE/COUNTY-  AZ/MARICOPA
 DA0785  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0785
 DA0785                         *CURRENT SURVEY CONTROL
 DA0785  ___________________________________________________________________
 DA0785* NAD 83(1986)-  32 34 03.     (N)    113 16 30.     (W)     SCALED    
 DA0785* NAVD 88     -       215.47   (+/-2cm)     706.9    (feet)  VERTCON   
 DA0785  ___________________________________________________________________
 DA0785  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DA0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0785
 DA0785.The horizontal coordinates were scaled from a topographic map and have
 DA0785.an estimated accuracy of +/- 6 seconds.
 DA0785
 DA0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0785.The vertical order pertains to the NGVD 29 superseded value.
 DA0785
 DA0785.The geoid height was determined by GEOID03.
 DA0785
 DA0785;                    North         East    Units  Estimated Accuracy
 DA0785;SPC AZ C     -   174,610.       85,810.      MT  (+/- 180 meters Scaled)
 DA0785
 DA0785                          SUPERSEDED SURVEY CONTROL
 DA0785
 DA0785  NGVD 29 (??/??/92)  214.851  (m)          704.89   (f) ADJ UNCH    2 0
 DA0785
 DA0785.Superseded values are not recommended for survey control.
 DA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0785.See file dsdata.txt to determine how the superseded data were derived.
 DA0785
 DA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864056(NAD 83)
 DA0785_MARKER: DD = SURVEY DISK
 DA0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0785+STABILITY: SURFACE MOTION
 DA0785
 DA0785  HISTORY     - Date     Condition        Report By
 DA0785  HISTORY     - UNK      MONUMENTED       USGS
 DA0785  HISTORY     - 1962     GOOD             NGS
 DA0785
 DA0785                          STATION DESCRIPTION
 DA0785
 DA0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0785'4.7 MI N FROM TONY TANK.
 DA0785'ABOUT 4.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0785'TONY TANK, 0.35 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0785'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 0.35 MILE SOUTH OF THE
 DA0785'INTERSECTION OF A CROSS ROAD, 37 FEET EAST OF THE CENTER LINE OF THE
 DA0785'ROAD, 97.5 FEET NORTHEAST OF BENCH MARK F 353, ABOUT LEVEL WITH THE
 DA0785'ROAD, AND A BOLT IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0743 ***********************************************************************
 DA0743  DESIGNATION -  706
 DA0743  PID         -  DA0743
 DA0743  STATE/COUNTY-  AZ/MARICOPA
 DA0743  USGS QUAD   -  SENTINEL (1986)
 DA0743
 DA0743                         *CURRENT SURVEY CONTROL
 DA0743  ___________________________________________________________________
 DA0743* NAD 83(1986)-  32 51 33.     (N)    113 11 44.     (W)     SCALED    
 DA0743* NAVD 88     -       215.77   (+/-2cm)     707.9    (feet)  VERTCON   
 DA0743  ___________________________________________________________________
 DA0743  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0743  VERT ORDER  -  ? (See Below)
 DA0743
 DA0743.The horizontal coordinates were scaled from a topographic map and have
 DA0743.an estimated accuracy of +/- 6 seconds.
 DA0743
 DA0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0743.The vertical order pertains to the NGVD 29 superseded value.
 DA0743
 DA0743.The geoid height was determined by GEOID03.
 DA0743
 DA0743;                    North         East    Units  Estimated Accuracy
 DA0743;SPC AZ C     -   206,860.       93,660.      MT  (+/- 180 meters Scaled)
 DA0743
 DA0743                          SUPERSEDED SURVEY CONTROL
 DA0743
 DA0743  NGVD 29 (??/??/92)  215.166  (m)          705.92   (f) ADJ UNCH    ?  
 DA0743
 DA0743.Superseded values are not recommended for survey control.
 DA0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0743.See file dsdata.txt to determine how the superseded data were derived.
 DA0743
 DA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB945378(NAD 83)
 DA0743_MARKER: P = PIPE CAP
 DA0743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0743
 DA0743  HISTORY     - Date     Condition        Report By
 DA0743  HISTORY     - UNK      MONUMENTED       USGS
 DA0743  HISTORY     - 1952     MARK NOT FOUND   NGS
 DA0743
 DA0743                          STATION DESCRIPTION
 DA0743
 DA0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0743'0.9 MI E FROM SENTINEL.
 DA0743'0.9 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE 1905
 DA0743'STATION AT SENTINEL, 0.1 MILE EAST OF THE EAST END OF BRIDGE 826 B,
 DA0743'250 FEET WEST OF MILEPOST 827, AND 50 FEET NORTH OF THE TRACK.  A
 DA0743'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A
 DA0743'3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0175 ***********************************************************************
 DB0175  DESIGNATION -  706+20
 DB0175  PID         -  DB0175
 DB0175  STATE/COUNTY-  AZ/YUMA
 DB0175  USGS QUAD   -  LIGURTA (1965)
 DB0175
 DB0175                         *CURRENT SURVEY CONTROL
 DB0175  ___________________________________________________________________
 DB0175* NAD 83(1986)-  32 40 28.     (N)    114 17 41.     (W)     SCALED    
 DB0175* NAVD 88     -        72.077  (meters)     236.47   (feet)  ADJUSTED  
 DB0175  ___________________________________________________________________
 DB0175  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0175  DYNAMIC HT  -          71.995 (meters)     236.20  (feet)  COMP
 DB0175  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 DB0175
 DB0175  VERT ORDER  -  FIRST     CLASS II
 DB0175
 DB0175.The horizontal coordinates were scaled from a topographic map and have
 DB0175.an estimated accuracy of +/- 6 seconds.
 DB0175
 DB0175.The orthometric height was determined by differential leveling
 DB0175.and adjusted in June 1991.
 DB0175
 DB0175.The geoid height was determined by GEOID03.
 DB0175
 DB0175.The dynamic height is computed by dividing the NAVD 88
 DB0175.geopotential number by the normal gravity value computed on the
 DB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0175.degrees latitude (g = 980.6199 gals.).
 DB0175
 DB0175.The modeled gravity was interpolated from observed gravity values.
 DB0175
 DB0175;                    North         East    Units  Estimated Accuracy
 DB0175;SPC AZ W     -   185,790.      162,270.      MT  (+/- 180 meters Scaled)
 DB0175
 DB0175                          SUPERSEDED SURVEY CONTROL
 DB0175
 DB0175  NGVD 29 (??/??/??)   71.446  (m)          234.40   (f) ADJUSTED    1 2
 DB0175
 DB0175.Superseded values are not recommended for survey control.
 DB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0175.See file dsdata.txt to determine how the superseded data were derived.
 DB0175
 DB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS536184(NAD 83)
 DB0175_MARKER: DD = SURVEY DISK
 DB0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0175_SP_SET: BRIDGE
 DB0175_STAMPING: 760 + 20 1949
 DB0175_MARK LOGO: AZHD  
 DB0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0175
 DB0175  HISTORY     - Date     Condition        Report By
 DB0175  HISTORY     - 1949     MONUMENTED       AZHD
 DB0175  HISTORY     - 1960     GOOD             NGS
 DB0175  HISTORY     - 1981     GOOD             NGS
 DB0175  HISTORY     - 1981     GOOD             NGS
 DB0175  HISTORY     - 1990     GOOD             USPSQD
 DB0175  HISTORY     - 20090207 GOOD             GEOCAC
 DB0175
 DB0175                          STATION DESCRIPTION
 DB0175
 DB0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0175'0.1 MI E FROM LIGURTA.
 DB0175'0.1 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 0.1 MILE WEST
 DB0175'OF A RAILROAD OVERPASS, 28 FEET SOUTH OF THE CENTERLINE OF THE
 DB0175'HIGHWAY, SET IN THE CENTER OF A CONCRETE BRIDGE HEADWALL.
 DB0175
 DB0175                          STATION RECOVERY (1981)
 DB0175
 DB0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0175'14.5 KM (9.0 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0175'WELLTON, 0.25 KM (0.15 MI) WEST OF A SOUTHERN PACIFIC RAILROAD
 DB0175'OVERPASS, 0.2 KM (0.1 MI) EAST OF THE LIGURTA BAR AND CAFE, SET IN
 DB0175'THE TOP CENTER OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 DB0175'8.5 M (28.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.2 M
 DB0175'(20.5 FT) EAST OF THE WEST END OF THE HEADWALL, 6.2 M (20.5 FT) WEST
 DB0175'OF THE EAST END OF THE HEADWALL.
 DB0175'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0175
 DB0175                          STATION RECOVERY (1981)
 DB0175
 DB0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0175'14.5 KM (9.0 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0175'WELLTON, 0.25 KM (0.15 MI) WEST OF A SOUTHERN PACIFIC RAILROAD
 DB0175'OVERPASS, 0.2 KM (0.1 MI) EAST OF THE LIGURTA BAR AND CAFE, SET IN
 DB0175'THE TOP CENTER OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 DB0175'8.5 M (28.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.2 M
 DB0175'(20.5 FT) EAST OF THE WEST END OF THE HEADWALL, 6.2 M (20.5 FT) WEST
 DB0175'OF THE EAST END OF THE HEADWALL.
 DB0175'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0175
 DB0175                          STATION RECOVERY (1990)
 DB0175
 DB0175'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0175'RECOVERED IN GOOD CONDITION.
 DB0175
 DB0175                          STATION RECOVERY (2009)
 DB0175
 DB0175'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0175'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0175'OF N 32 40 28.7 W
 DB0175'114 17 41.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0217 ***********************************************************************
 ER0217  DESIGNATION -  7066.27
 ER0217  PID         -  ER0217
 ER0217  STATE/COUNTY-  AZ/APACHE
 ER0217  USGS QUAD   -  COYOTE HILLS (1969)
 ER0217
 ER0217                         *CURRENT SURVEY CONTROL
 ER0217  ___________________________________________________________________
 ER0217* NAD 83(1986)-  34 09 01.     (N)    109 08 13.     (W)     SCALED    
 ER0217* NAVD 88     -      2157.028  (meters)    7076.85   (feet)  ADJUSTED  
 ER0217  ___________________________________________________________________
 ER0217  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ER0217  DYNAMIC HT  -        2153.693 (meters)    7065.91  (feet)  COMP
 ER0217  MODELED GRAV-     979,012.7   (mgal)                       NAVD 88
 ER0217
 ER0217  VERT ORDER  -  SECOND    CLASS 0
 ER0217
 ER0217.The horizontal coordinates were scaled from a topographic map and have
 ER0217.an estimated accuracy of +/- 6 seconds.
 ER0217
 ER0217.The orthometric height was determined by differential leveling
 ER0217.and adjusted in June 1991.
 ER0217
 ER0217.The geoid height was determined by GEOID03.
 ER0217
 ER0217.The dynamic height is computed by dividing the NAVD 88
 ER0217.geopotential number by the normal gravity value computed on the
 ER0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0217.degrees latitude (g = 980.6199 gals.).
 ER0217
 ER0217.The modeled gravity was interpolated from observed gravity values.
 ER0217
 ER0217;                    North         East    Units  Estimated Accuracy
 ER0217;SPC AZ E     -   349,800.      308,320.      MT  (+/- 180 meters Scaled)
 ER0217
 ER0217                          SUPERSEDED SURVEY CONTROL
 ER0217
 ER0217  NGVD 29 (??/??/92) 2156.078  (m)         7073.73   (f) ADJ UNCH    2 0
 ER0217
 ER0217.Superseded values are not recommended for survey control.
 ER0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0217.See file dsdata.txt to determine how the superseded data were derived.
 ER0217
 ER0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC717803(NAD 83)
 ER0217_MARKER: DZ = AZIMUTH MARK DISK
 ER0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0217_SP_SET: CULVERT
 ER0217_STAMPING: EL 7066.27 489+00
 ER0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0217
 ER0217  HISTORY     - Date     Condition        Report By
 ER0217  HISTORY     - UNK      MONUMENTED       AZHD
 ER0217  HISTORY     - 1934     GOOD             NGS
 ER0217
 ER0217                          STATION DESCRIPTION
 ER0217
 ER0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0217'9.5 MI E FROM SPRINGERVILLE.
 ER0217'ON US HWY NO.60, IN THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 ER0217'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0219 ***********************************************************************
 ER0219  DESIGNATION -  7078.49
 ER0219  PID         -  ER0219
 ER0219  STATE/COUNTY-  AZ/APACHE
 ER0219  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0219
 ER0219                         *CURRENT SURVEY CONTROL
 ER0219  ___________________________________________________________________
 ER0219* NAD 83(1986)-  34 08 56.     (N)    109 06 59.     (W)     SCALED    
 ER0219* NAVD 88     -      2160.767  (meters)    7089.12   (feet)  ADJUSTED  
 ER0219  ___________________________________________________________________
 ER0219  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 ER0219  DYNAMIC HT  -        2157.425 (meters)    7078.15  (feet)  COMP
 ER0219  MODELED GRAV-     979,011.8   (mgal)                       NAVD 88
 ER0219
 ER0219  VERT ORDER  -  SECOND    CLASS 0
 ER0219
 ER0219.The horizontal coordinates were scaled from a topographic map and have
 ER0219.an estimated accuracy of +/- 6 seconds.
 ER0219
 ER0219.The orthometric height was determined by differential leveling
 ER0219.and adjusted in June 1991.
 ER0219
 ER0219.The geoid height was determined by GEOID03.
 ER0219
 ER0219.The dynamic height is computed by dividing the NAVD 88
 ER0219.geopotential number by the normal gravity value computed on the
 ER0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0219.degrees latitude (g = 980.6199 gals.).
 ER0219
 ER0219.The modeled gravity was interpolated from observed gravity values.
 ER0219
 ER0219;                    North         East    Units  Estimated Accuracy
 ER0219;SPC AZ E     -   349,670.      310,210.      MT  (+/- 180 meters Scaled)
 ER0219
 ER0219                          SUPERSEDED SURVEY CONTROL
 ER0219
 ER0219  NGVD 29 (??/??/92) 2159.814  (m)         7085.99   (f) ADJ UNCH    2 0
 ER0219
 ER0219.Superseded values are not recommended for survey control.
 ER0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0219.See file dsdata.txt to determine how the superseded data were derived.
 ER0219
 ER0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC736802(NAD 83)
 ER0219_MARKER: DD = SURVEY DISK
 ER0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0219_SP_SET: CULVERT
 ER0219_STAMPING: 7078.49 559+40
 ER0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0219+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 ER0219
 ER0219  HISTORY     - Date     Condition        Report By
 ER0219  HISTORY     - UNK      MONUMENTED       AZHD
 ER0219  HISTORY     - 1934     GOOD             NGS
 ER0219  HISTORY     - 20040404 GOOD             GEOCAC
 ER0219
 ER0219                          STATION DESCRIPTION
 ER0219
 ER0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0219'9.5 MI E FROM SPRINGERVILLE.
 ER0219'FROM THE POST OFFICE IN SPRINGERVILLE GO 9.5 MILES EAST ALONG U.S.
 ER0219'HWY. 60 TO A ROAD INTERSECTION ON THE RIGHT, (SOUTH) TURN RIGHT ON
 ER0219'GRAVEL ROAD AND GO 0.5 MILE TO OLD HIGHWAY 60, TURN LEFT ON OLD U.S.
 ER0219'HWY. 60 AND GO 0.7 MILE TO A CONCRETE CULVERT.  THE BM IS SET IN THE
 ER0219'TOP OF THE CENTER OF THE NORTH HEAD WALL.  STAMPED 7078.49 559+40.
 ER0219
 ER0219                          STATION RECOVERY (2004)
 ER0219
 ER0219'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0975 ***********************************************************************
 ET0975  DESIGNATION -  71 107 55
 ET0975  PID         -  ET0975
 ET0975  STATE/COUNTY-  AZ/YAVAPAI
 ET0975  USGS QUAD   -  O'NEILL PASS (1969)
 ET0975
 ET0975                         *CURRENT SURVEY CONTROL
 ET0975  ___________________________________________________________________
 ET0975* NAD 83(1992)-  34 09 07.91774(N)    112 52 38.27637(W)     ADJUSTED  
 ET0975* NAVD 88     -       912.2    (meters)    2993.     (feet)  VERTCON   
 ET0975  ___________________________________________________________________
 ET0975  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 ET0975  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 ET0975  HORZ ORDER  -  SECOND
 ET0975
 ET0975.The horizontal coordinates were established by classical geodetic methods
 ET0975.and adjusted by the National Geodetic Survey in August 1993.
 ET0975
 ET0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0975
 ET0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0975
 ET0975.The geoid height was determined by GEOID03.
 ET0975
 ET0975;                    North         East     Units Scale Factor Converg.
 ET0975;SPC AZ C     -   349,951.597   124,778.094   MT  0.99999670   -0 32 21.6
 ET0975;SPC AZ C     - 1,148,135.16    409,376.95   iFT  0.99999670   -0 32 21.6
 ET0975;UTM  12      - 3,780,623.789   326,933.772   MT  0.99996922   -1 03 15.0
 ET0975
 ET0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0975!SPC AZ C     -   0.99986138  x   0.99999670  =   0.99985808
 ET0975!UTM  12      -   0.99986138  x   0.99996922  =   0.99983060
 ET0975
 ET0975|---------------------------------------------------------------------|
 ET0975| PID    Reference Object                     Distance      Geod. Az  |
 ET0975|                                                           dddmmss.s |
 ET0975| CH2154 71 107 55 RM 1                       12.011 METERS 07011     |
 ET0975| ET0972 SAG                                 APPROX. 3.9 KM 1501003.6 |
 ET0975| CH2155 71 107 55 RM 2                       10.689 METERS 28440     |
 ET0975|---------------------------------------------------------------------|
 ET0975
 ET0975                          SUPERSEDED SURVEY CONTROL
 ET0975
 ET0975  NAD 83(1986)-  34 09 07.91664(N)    112 52 38.27940(W) AD(       ) 2
 ET0975  NAD 27      -  34 09 07.82819(N)    112 52 35.61590(W) AD(       ) 2
 ET0975  NGVD 29 (07/19/86)  911.4    (m)         2990.     (f) VERT ANG    3  
 ET0975
 ET0975.Superseded values are not recommended for survey control.
 ET0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0975.See file dsdata.txt to determine how the superseded data were derived.
 ET0975
 ET0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2693480624(NAD 83)
 ET0975_MARKER: DD = SURVEY DISK
 ET0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0975+STABILITY: SURFACE MOTION
 ET0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0975+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 ET0975
 ET0975  HISTORY     - Date     Condition        Report By
 ET0975  HISTORY     - 1974     MONUMENTED       AZDT
 ET0975  HISTORY     - 20071005 GOOD             GEOCAC
 ET0975
 ET0975                          STATION DESCRIPTION
 ET0975
 ET0975'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 ET0975'THE STATION IS LOCATED 15 MILES NORTHWEST OF WICKENBURG, 2 MILES
 ET0975'SOUTHEAST OF CONGRESS AND ALONG ARIZONA HIGHWAY 71.
 ET0975'
 ET0975'THE STATION MARK IS AN ADOT DISK STAMPED 71 107 55 1974.  IT IS SET IN
 ET0975'TOP OF A CONCRETE MONUMENT WHICH IS 5.2 FEET NORTH OF THE WITNESS POST
 ET0975'AND ABOUT 100 FEET SOUTH OF THE HIGHWAY AT A FENCE CORNER.
 ET0975'
 ET0975'REFERENCE MARK 1 IS AN ADOT DISK STAMPED 71 107 55 RM 1 1974.  IT IS
 ET0975'SET IN TOP OF A CONCRETE MONUMENT.
 ET0975'
 ET0975'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 71 107 55 RM 2 1974.  IT IS
 ET0975'SET IN TOP OF A CONCRETE MONUMENT.
 ET0975'
 ET0975'TO REACH THE STATION FROM CONGRESS TRAVEL SOUTHWEST ON SR 71 TO MILE
 ET0975'POST 107.55 AND THE STATION.
 ET0975
 ET0975                          STATION RECOVERY (2007)
 ET0975
 ET0975'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0975'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0975'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0869 ***********************************************************************
 DV0869  DESIGNATION -  71 A
 DV0869  PID         -  DV0869
 DV0869  STATE/COUNTY-  AZ/MARICOPA
 DV0869  USGS QUAD   -  WINTERSBURG (1984)
 DV0869
 DV0869                         *CURRENT SURVEY CONTROL
 DV0869  ___________________________________________________________________
 DV0869* NAD 83(1986)-  33 27 58.     (N)    112 47 29.     (W)     SCALED    
 DV0869* NAVD 88     -       332.15   (+/-2cm)    1089.7    (feet)  VERTCON   
 DV0869  ___________________________________________________________________
 DV0869  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0869
 DV0869.The horizontal coordinates were scaled from a topographic map and have
 DV0869.an estimated accuracy of +/- 6 seconds.
 DV0869
 DV0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0869.The vertical order pertains to the NGVD 29 superseded value.
 DV0869
 DV0869.The geoid height was determined by GEOID03.
 DV0869
 DV0869;                    North         East    Units  Estimated Accuracy
 DV0869;SPC AZ C     -   273,780.      132,050.      MT  (+/- 180 meters Scaled)
 DV0869
 DV0869                          SUPERSEDED SURVEY CONTROL
 DV0869
 DV0869  NGVD 29 (??/??/92)  331.516  (m)         1087.65   (f) ADJ UNCH    2 0
 DV0869
 DV0869.Superseded values are not recommended for survey control.
 DV0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0869.See file dsdata.txt to determine how the superseded data were derived.
 DV0869
 DV0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC335043(NAD 83)
 DV0869_MARKER: DD = SURVEY DISK
 DV0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0869_STAMPING: 71 A 1962
 DV0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0869+STABILITY: SURFACE MOTION
 DV0869
 DV0869  HISTORY     - Date     Condition        Report By
 DV0869  HISTORY     - 1962     MONUMENTED       AZHD
 DV0869  HISTORY     - 1962     GOOD             NGS
 DV0869
 DV0869                          STATION DESCRIPTION
 DV0869
 DV0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0869'12.40 MI SE FROM TONOPAH.
 DV0869'0.65 MILE EAST-SOUTHEAST OF W 415 71.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0869'DISK STAMPED 71 A 1962, SET IN TOP OF A CONCRETE POST PROJECTING 1
 DV0869'INCH, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0869'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0642 ***********************************************************************
 ER0642  DESIGNATION -  71 BKC
 ER0642  PID         -  ER0642
 ER0642  STATE/COUNTY-  AZ/APACHE
 ER0642  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0642
 ER0642                         *CURRENT SURVEY CONTROL
 ER0642  ___________________________________________________________________
 ER0642* NAD 83(1986)-  34 12 46.     (N)    109 26 57.     (W)     SCALED    
 ER0642* NAVD 88     -      2199.106  (meters)    7214.90   (feet)  ADJUSTED  
 ER0642  ___________________________________________________________________
 ER0642  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0642  DYNAMIC HT  -        2195.736 (meters)    7203.84  (feet)  COMP
 ER0642  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 ER0642
 ER0642  VERT ORDER  -  SECOND    CLASS 0
 ER0642
 ER0642.The horizontal coordinates were scaled from a topographic map and have
 ER0642.an estimated accuracy of +/- 6 seconds.
 ER0642
 ER0642.The orthometric height was determined by differential leveling
 ER0642.and adjusted in June 1991.
 ER0642
 ER0642.The geoid height was determined by GEOID03.
 ER0642
 ER0642.The dynamic height is computed by dividing the NAVD 88
 ER0642.geopotential number by the normal gravity value computed on the
 ER0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0642.degrees latitude (g = 980.6199 gals.).
 ER0642
 ER0642.The modeled gravity was interpolated from observed gravity values.
 ER0642
 ER0642;                    North         East    Units  Estimated Accuracy
 ER0642;SPC AZ E     -   356,490.      279,470.      MT  (+/- 180 meters Scaled)
 ER0642
 ER0642                          SUPERSEDED SURVEY CONTROL
 ER0642
 ER0642  NGVD 29 (??/??/92) 2197.894  (m)         7210.92   (f) ADJ UNCH    2 0
 ER0642
 ER0642.Superseded values are not recommended for survey control.
 ER0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0642.See file dsdata.txt to determine how the superseded data were derived.
 ER0642
 ER0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC428868(NAD 83)
 ER0642_MARKER: DB = BENCH MARK DISK
 ER0642_SETTING: 66 = SET IN ROCK OUTCROP
 ER0642_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0642_STAMPING: 71 BKC 1968 7212
 ER0642_MARK LOGO: USGS  
 ER0642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0642+STABILITY: POSITION/ELEVATION WELL
 ER0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0642+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0642
 ER0642  HISTORY     - Date     Condition        Report By
 ER0642  HISTORY     - 1968     MONUMENTED       USGS
 ER0642
 ER0642                          STATION DESCRIPTION
 ER0642
 ER0642'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0642'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 12.2 MILES
 ER0642'NORTHWEST ALONG U S HIGHWAY 60, TO THE CREST OF A HILL AND A CUT FOR
 ER0642'A ROADWAY, 113 FEET SOUTH OF THE HIGHWAY, 35 FEET SOUTH OF THE FENCE
 ER0642'AND ON TOP OF THE RIDGE, 2 FEET EAST OF A CAIRN, SET IN A ROCK
 ER0642'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1021 ***********************************************************************
 FR1021  DESIGNATION -  71 EMH
 FR1021  PID         -  FR1021
 FR1021  STATE/COUNTY-  AZ/COCONINO
 FR1021  USGS QUAD   -  BISHOP LAKE (1981)
 FR1021
 FR1021                         *CURRENT SURVEY CONTROL
 FR1021  ___________________________________________________________________
 FR1021* NAD 83(1986)-  35 30 24.     (N)    112 40 25.     (W)     SCALED    
 FR1021* NAVD 88     -      1807.400  (meters)    5929.78   (feet)  POSTED    
 FR1021  ___________________________________________________________________
 FR1021  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 FR1021  DYNAMIC HT  -        1804.970 (meters)    5921.81  (feet)  COMP
 FR1021  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 FR1021
 FR1021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1021
 FR1021.The horizontal coordinates were scaled from a topographic map and have
 FR1021.an estimated accuracy of +/- 6 seconds.
 FR1021
 FR1021.The orthometric height was determined by differential leveling
 FR1021.and adjusted by the  in 1992.
 FR1021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1021.rate of 0.0 thru 1.0 mm/km.
 FR1021
 FR1021.The geoid height was determined by GEOID03.
 FR1021
 FR1021.The dynamic height is computed by dividing the NAVD 88
 FR1021.geopotential number by the normal gravity value computed on the
 FR1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1021.degrees latitude (g = 980.6199 gals.).
 FR1021
 FR1021.The modeled gravity was interpolated from observed gravity values.
 FR1021
 FR1021;                    North         East    Units  Estimated Accuracy
 FR1021;SPC AZ C     -   500,040.      144,700.      MT  (+/- 180 meters Scaled)
 FR1021
 FR1021                          SUPERSEDED SURVEY CONTROL
 FR1021
 FR1021.No superseded survey control is available for this station.
 FR1021
 FR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE482305(NAD 83)
 FR1021_MARKER: DB = BENCH MARK DISK
 FR1021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1021_SP_SET: COPPER-CLAD STEEL ROD
 FR1021_STAMPING: 71 EMH 1973 5927
 FR1021_MARK LOGO: USGS  
 FR1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1021
 FR1021  HISTORY     - Date     Condition        Report By
 FR1021  HISTORY     - 1973     MONUMENTED       USGS
 FR1021
 FR1021                          STATION DESCRIPTION
 FR1021
 FR1021'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1021'55.8 KM (34.70 MI) NORTH FROM SELIGMAN.
 FR1021'FROM THE GATE AT SEVEN RANCH, PROCEED 7.4 MILES NORTHWEST ALONG A
 FR1021'DIRT ROAD, 0.5 MILES NORTH OF A FENCE CROSSING, 0.4 MILES SOUTH OF A
 FR1021'DRAIN CROSSING, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 FR1021'WEST OF A SMALL JUNIPER TREE.  ROD DEPTH UNKNOWN.
 FR1021'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0663 ***********************************************************************
 FP0663  DESIGNATION -  71 HLS
 FP0663  PID         -  FP0663
 FP0663  STATE/COUNTY-  AZ/APACHE
 FP0663  USGS QUAD   -  CHAMBERS (1971)
 FP0663
 FP0663                         *CURRENT SURVEY CONTROL
 FP0663  ___________________________________________________________________
 FP0663* NAD 83(1986)-  35 14 32.     (N)    109 26 20.     (W)     SCALED    
 FP0663* NAVD 88     -      1838.193  (meters)    6030.80   (feet)  ADJUSTED  
 FP0663  ___________________________________________________________________
 FP0663  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0663  DYNAMIC HT  -        1835.625 (meters)    6022.38  (feet)  COMP
 FP0663  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 FP0663
 FP0663  VERT ORDER  -  SECOND    CLASS II
 FP0663
 FP0663.The horizontal coordinates were scaled from a topographic map and have
 FP0663.an estimated accuracy of +/- 6 seconds.
 FP0663
 FP0663.The orthometric height was determined by differential leveling
 FP0663.and adjusted in June 1991.
 FP0663
 FP0663.The geoid height was determined by GEOID03.
 FP0663
 FP0663.The dynamic height is computed by dividing the NAVD 88
 FP0663.geopotential number by the normal gravity value computed on the
 FP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0663.degrees latitude (g = 980.6199 gals.).
 FP0663
 FP0663.The modeled gravity was interpolated from observed gravity values.
 FP0663
 FP0663;                    North         East    Units  Estimated Accuracy
 FP0663;SPC AZ E     -   470,690.      279,600.      MT  (+/- 180 meters Scaled)
 FP0663
 FP0663                          SUPERSEDED SURVEY CONTROL
 FP0663
 FP0663  NGVD 29 (??/??/92) 1837.28   (m)         6027.8    (f) COMPUTED    2 2
 FP0663
 FP0663.Superseded values are not recommended for survey control.
 FP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0663.See file dsdata.txt to determine how the superseded data were derived.
 FP0663
 FP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE420010(NAD 83)
 FP0663_MARKER: DB = BENCH MARK DISK
 FP0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0663_SP_SET: COPPER-CLAD STEEL ROD
 FP0663_STAMPING: 71 HLS 1970 6027
 FP0663_MARK LOGO: USGS  
 FP0663_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0663+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0663
 FP0663  HISTORY     - Date     Condition        Report By
 FP0663  HISTORY     - 1970     MONUMENTED       USGS
 FP0663
 FP0663                          STATION DESCRIPTION
 FP0663
 FP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0663'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0663'PROCEED 3.6 MILES NORTH ALONG STATE HIGHWAY 63, 196 FEET SOUTH OF
 FP0663'YELLOWJACKET ROAD, 98 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A
 FP0663'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 FP0663'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0222 ***********************************************************************
 ER0222  DESIGNATION -  7115.73
 ER0222  PID         -  ER0222
 ER0222  STATE/COUNTY-  AZ/APACHE
 ER0222  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0222
 ER0222                         *CURRENT SURVEY CONTROL
 ER0222  ___________________________________________________________________
 ER0222* NAD 83(1986)-  34 09 53.     (N)    109 04 39.     (W)     SCALED    
 ER0222* NAVD 88     -      2171.877  (meters)    7125.57   (feet)  ADJUSTED  
 ER0222  ___________________________________________________________________
 ER0222  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 ER0222  DYNAMIC HT  -        2168.533 (meters)    7114.60  (feet)  COMP
 ER0222  MODELED GRAV-     979,018.3   (mgal)                       NAVD 88
 ER0222
 ER0222  VERT ORDER  -  SECOND    CLASS 0
 ER0222
 ER0222.The horizontal coordinates were scaled from a topographic map and have
 ER0222.an estimated accuracy of +/- 6 seconds.
 ER0222
 ER0222.The orthometric height was determined by differential leveling
 ER0222.and adjusted in June 1991.
 ER0222
 ER0222.The geoid height was determined by GEOID03.
 ER0222
 ER0222.The dynamic height is computed by dividing the NAVD 88
 ER0222.geopotential number by the normal gravity value computed on the
 ER0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0222.degrees latitude (g = 980.6199 gals.).
 ER0222
 ER0222.The modeled gravity was interpolated from observed gravity values.
 ER0222
 ER0222;                    North         East    Units  Estimated Accuracy
 ER0222;SPC AZ E     -   351,460.      313,780.      MT  (+/- 180 meters Scaled)
 ER0222
 ER0222                          SUPERSEDED SURVEY CONTROL
 ER0222
 ER0222  NGVD 29 (??/??/92) 2170.934  (m)         7122.47   (f) ADJ UNCH    2 0
 ER0222
 ER0222.Superseded values are not recommended for survey control.
 ER0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0222.See file dsdata.txt to determine how the superseded data were derived.
 ER0222
 ER0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC772820(NAD 83)
 ER0222_MARKER: DD = SURVEY DISK
 ER0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0222_SP_SET: ABUTMENT
 ER0222_STAMPING: 7115.73 705+72
 ER0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0222
 ER0222  HISTORY     - Date     Condition        Report By
 ER0222  HISTORY     - UNK      MONUMENTED       AZHD
 ER0222  HISTORY     - 1934     GOOD             NGS
 ER0222
 ER0222                          STATION DESCRIPTION
 ER0222
 ER0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0222'12.7 MI E FROM SPRINGERVILLE.
 ER0222'BEGINNING AT THE POST OFFICE IN SPRINGERVILLE FOLLOW U.S. HWY. 60 EAST
 ER0222'FOR 12.7 MILES TO AN INTERSECTION WITH A DIRT ROAD GOING LEFT, (NORTH)
 ER0222'FOLLOW SAID ROAD FOR 0.2 MILE TO OLD U.S. HWY. 60 AND A CONCRETE
 ER0222'BRIDGE LOCATED ABOUT 200 FEET EAST OF JUNCTION.  TABLET IS AN ARIZONA
 ER0222'HIGHWAY DEPARTMENT BENCH MARK LOCATED IN THE TOP OF THE SOUTHEAST
 ER0222'ABUTMENT, AND 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. STAMPED
 ER0222'7115.73 705+72.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0262 ***********************************************************************
 FQ0262  DESIGNATION -  7125
 FQ0262  PID         -  FQ0262
 FQ0262  STATE/COUNTY-  AZ/COCONINO
 FQ0262  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0262
 FQ0262                         *CURRENT SURVEY CONTROL
 FQ0262  ___________________________________________________________________
 FQ0262* NAD 83(1986)-  35 20 58.     (N)    111 34 01.     (W)     SCALED    
 FQ0262* NAVD 88     -      2172.298  (meters)    7126.95   (feet)  POSTED    
 FQ0262  ___________________________________________________________________
 FQ0262  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FQ0262  DYNAMIC HT  -        2169.190 (meters)    7116.75  (feet)  COMP
 FQ0262  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 FQ0262
 FQ0262  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0262
 FQ0262.The horizontal coordinates were scaled from a topographic map and have
 FQ0262.an estimated accuracy of +/- 6 seconds.
 FQ0262
 FQ0262.The orthometric height was determined by differential leveling
 FQ0262.and adjusted by the  in 1992.
 FQ0262.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0262.rate of 0.0 thru 1.0 mm/km.
 FQ0262
 FQ0262.The geoid height was determined by GEOID03.
 FQ0262
 FQ0262.The dynamic height is computed by dividing the NAVD 88
 FQ0262.geopotential number by the normal gravity value computed on the
 FQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0262.degrees latitude (g = 980.6199 gals.).
 FQ0262
 FQ0262.The modeled gravity was interpolated from observed gravity values.
 FQ0262
 FQ0262;                    North         East    Units  Estimated Accuracy
 FQ0262;SPC AZ C     -   482,400.      245,150.      MT  (+/- 180 meters Scaled)
 FQ0262
 FQ0262                          SUPERSEDED SURVEY CONTROL
 FQ0262
 FQ0262.No superseded survey control is available for this station.
 FQ0262
 FQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE484119(NAD 83)
 FQ0262_MARKER: DD = SURVEY DISK
 FQ0262_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0262_SP_SET: ROCK LEDGE
 FQ0262_STAMPING: 7125 1907
 FQ0262_MARK LOGO: USGS  
 FQ0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0262+STABILITY: POSITION/ELEVATION WELL
 FQ0262
 FQ0262  HISTORY     - Date     Condition        Report By
 FQ0262  HISTORY     - 1907     MONUMENTED       USGS
 FQ0262  HISTORY     - 1934     GOOD             NGS
 FQ0262  HISTORY     - 1982     GOOD             NGS
 FQ0262
 FQ0262                          STATION DESCRIPTION
 FQ0262
 FQ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0262'7.6 MI N FROM TOWNSEND.
 FQ0262'7.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0262'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 0.1 MILE EAST OF THE CENTER
 FQ0262'OF SECTION 29, T 29 N, R 8 E, JUST EAST OF A POINT WHERE TWO ABANDONED
 FQ0262'ROADS MAKE SHARP BENDS BEFORE GOING UP A STEEP HILL, 150 FEET EAST OF
 FQ0262'ONE ROAD, 80 FEET EAST OF THE OTHER ROAD, AND IN A LEDGE OF ROCK. A
 FQ0262'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7125 1907.
 FQ0262
 FQ0262                          STATION RECOVERY (1982)
 FQ0262
 FQ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0262'27.0 KM (16.8 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0262'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 61.0 METERS (200 FT)
 FQ0262'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 40 FEET BELOW THE HIGHWAY AND
 FQ0262'DOWN A STEEP BANK. BM WAS PREVIOUSLY DESCRIBED AS BEING SET IN
 FQ0262'BEDROCK, HOWEVER AFTER A CLOSER LOOK BY THIS UNIT IT WAS DETERMINED TO
 FQ0262'BE A BOULDER, IT WAS REPORTED NOT RECOVERED IN 1934. DUE TO ITS
 FQ0262'LOCATION THIS BM WILL NOT BE INCLUDED IN THE 1982 LEVEL PROGRAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0029 ***********************************************************************
 GQ0029  DESIGNATION -  7128.73
 GQ0029  PID         -  GQ0029
 GQ0029  STATE/COUNTY-  AZ/COCONINO
 GQ0029  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0029
 GQ0029                         *CURRENT SURVEY CONTROL
 GQ0029  ___________________________________________________________________
 GQ0029* NAD 83(1986)-  36 46 50.     (N)    112 15 22.     (W)     SCALED    
 GQ0029* NAVD 88     -      2298.371  (meters)    7540.57   (feet)  POSTED    
 GQ0029  ___________________________________________________________________
 GQ0029  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 GQ0029  DYNAMIC HT  -        2295.370 (meters)    7530.73  (feet)  COMP
 GQ0029  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 GQ0029
 GQ0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0029
 GQ0029.The horizontal coordinates were scaled from a topographic map and have
 GQ0029.an estimated accuracy of +/- 6 seconds.
 GQ0029
 GQ0029.The orthometric height was determined by differential leveling
 GQ0029.and adjusted by the  in 1992.
 GQ0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0029.rate of 0.0 thru 1.0 mm/km.
 GQ0029
 GQ0029.The geoid height was determined by GEOID03.
 GQ0029
 GQ0029.The dynamic height is computed by dividing the NAVD 88
 GQ0029.geopotential number by the normal gravity value computed on the
 GQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0029.degrees latitude (g = 980.6199 gals.).
 GQ0029
 GQ0029.The modeled gravity was interpolated from observed gravity values.
 GQ0029
 GQ0029;                    North         East    Units  Estimated Accuracy
 GQ0029;SPC AZ C     -   641,170.      183,060.      MT  (+/- 180 meters Scaled)
 GQ0029
 GQ0029                          SUPERSEDED SURVEY CONTROL
 GQ0029
 GQ0029  NGVD 29 (??/??/92) 2297.187  (m)         7536.69   (f) ADJ UNCH    1 2
 GQ0029
 GQ0029.Superseded values are not recommended for survey control.
 GQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0029.See file dsdata.txt to determine how the superseded data were derived.
 GQ0029
 GQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF879712(NAD 83)
 GQ0029_MARKER: P = PIPE CAP
 GQ0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0029_STAMPING: 7128.73
 GQ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0029
 GQ0029  HISTORY     - Date     Condition        Report By
 GQ0029  HISTORY     - UNK      MONUMENTED       BPR
 GQ0029  HISTORY     - 1934     GOOD             NGS
 GQ0029
 GQ0029                          STATION DESCRIPTION
 GQ0029
 GQ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0029'7.7 MI NW FROM JACOB LAKE.
 GQ0029'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0029'COUNTY, 48 FEET WEST OF POLE 2293, AND 38 FEET EAST OF THE CENTERLINE
 GQ0029'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 GQ0029'STAMPED 7128.73 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN
 GQ0029'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0340 ***********************************************************************
 FS0340  DESIGNATION -  713+01.25
 FS0340  PID         -  FS0340
 FS0340  STATE/COUNTY-  AZ/MOHAVE
 FS0340  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0340
 FS0340                         *CURRENT SURVEY CONTROL
 FS0340  ___________________________________________________________________
 FS0340* NAD 83(1986)-  35 32 08.     (N)    114 21 27.     (W)     SCALED    
 FS0340* NAVD 88     -       898.326  (meters)    2947.26   (feet)  POSTED    
 FS0340  ___________________________________________________________________
 FS0340  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0340  DYNAMIC HT  -         897.300 (meters)    2943.89  (feet)  COMP
 FS0340  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 FS0340
 FS0340  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0340
 FS0340.The horizontal coordinates were scaled from a topographic map and have
 FS0340.an estimated accuracy of +/- 6 seconds.
 FS0340
 FS0340.The orthometric height was determined by differential leveling
 FS0340.and adjusted by the  in 1992.
 FS0340.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0340.rate of 0.0 thru 1.0 mm/km.
 FS0340
 FS0340.The geoid height was determined by GEOID03.
 FS0340
 FS0340.The dynamic height is computed by dividing the NAVD 88
 FS0340.geopotential number by the normal gravity value computed on the
 FS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0340.degrees latitude (g = 980.6199 gals.).
 FS0340
 FS0340.The modeled gravity was interpolated from observed gravity values.
 FS0340
 FS0340;                    North         East    Units  Estimated Accuracy
 FS0340;SPC AZ W     -   503,170.      158,270.      MT  (+/- 180 meters Scaled)
 FS0340
 FS0340                          SUPERSEDED SURVEY CONTROL
 FS0340
 FS0340  NGVD 29 (??/??/92)  897.553  (m)         2944.72   (f) ADJ UNCH    1 1
 FS0340
 FS0340.Superseded values are not recommended for survey control.
 FS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0340.See file dsdata.txt to determine how the superseded data were derived.
 FS0340
 FS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV395356(NAD 83)
 FS0340_MARKER: DD = SURVEY DISK
 FS0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0340_SP_SET: CULVERT
 FS0340_STAMPING: 713+01.25 2945.34 1935
 FS0340_MARK LOGO: AZHD  
 FS0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0340
 FS0340  HISTORY     - Date     Condition        Report By
 FS0340  HISTORY     - 1935     MONUMENTED       AZHD
 FS0340  HISTORY     - 1949     GOOD             NGS
 FS0340  HISTORY     - 1982     GOOD             NGS
 FS0340
 FS0340                          STATION DESCRIPTION
 FS0340
 FS0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0340'11.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0340'11.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0340'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILE NORTHWEST OF
 FS0340'THE T JUNCTION OF A DIRT ROAD LEADING NORTHWEST TO PIERCES
 FS0340'FERRY, AT A DOUBLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0340'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6
 FS0340'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0340'HIGHER THAN THE HIGHWAY.
 FS0340
 FS0340                          STATION RECOVERY (1982)
 FS0340
 FS0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0340'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0813 ***********************************************************************
 CZ0813  DESIGNATION -  713+45
 CZ0813  PID         -  CZ0813
 CZ0813  STATE/COUNTY-  AZ/PIMA
 CZ0813  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0813
 CZ0813                         *CURRENT SURVEY CONTROL
 CZ0813  ___________________________________________________________________
 CZ0813* NAD 83(1986)-  32 07 40.     (N)    111 11 19.     (W)     SCALED    
 CZ0813* NAVD 88     -       741.08   (+/-2cm)    2431.4    (feet)  VERTCON   
 CZ0813  ___________________________________________________________________
 CZ0813  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0813
 CZ0813.The horizontal coordinates were scaled from a topographic map and have
 CZ0813.an estimated accuracy of +/- 6 seconds.
 CZ0813
 CZ0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0813.The vertical order pertains to the NGVD 29 superseded value.
 CZ0813
 CZ0813.The geoid height was determined by GEOID03.
 CZ0813
 CZ0813;                    North         East    Units  Estimated Accuracy
 CZ0813;SPC AZ C     -   125,270.      282,060.      MT  (+/- 180 meters Scaled)
 CZ0813
 CZ0813                          SUPERSEDED SURVEY CONTROL
 CZ0813
 CZ0813  NGVD 29 (??/??/92)  740.395  (m)         2429.11   (f) ADJ UNCH    2 0
 CZ0813
 CZ0813.Superseded values are not recommended for survey control.
 CZ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0813.See file dsdata.txt to determine how the superseded data were derived.
 CZ0813
 CZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA822546(NAD 83)
 CZ0813_MARKER: DD = SURVEY DISK
 CZ0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0813_SP_SET: CULVERT
 CZ0813_STAMPING: 713+45 2430.01
 CZ0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0813
 CZ0813  HISTORY     - Date     Condition        Report By
 CZ0813  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0813  HISTORY     - 1951     GOOD             NGS
 CZ0813  HISTORY     - 1979     GOOD             LOCSUR
 CZ0813
 CZ0813                          STATION DESCRIPTION
 CZ0813
 CZ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0813'13.9 MI SW FROM TUCSON.
 CZ0813'13.9 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0813'STATE HIGHWAY 86, 1.2 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0813'AIRPORT, SET IN THE TOP AND IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0813'A 4 BY 6 FOOT CONCRETE BOX CULVERT, 13 1/2 FEET NORTHWEST OF THE
 CZ0813'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 CZ0813
 CZ0813                          STATION RECOVERY (1979)
 CZ0813
 CZ0813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0209 ***********************************************************************
 ER0209  DESIGNATION -  7140.512
 ER0209  PID         -  ER0209
 ER0209  STATE/COUNTY-  AZ/APACHE
 ER0209  USGS QUAD   -  COYOTE HILLS (1969)
 ER0209
 ER0209                         *CURRENT SURVEY CONTROL
 ER0209  ___________________________________________________________________
 ER0209* NAD 83(1986)-  34 09 06.     (N)    109 14 46.     (W)     SCALED    
 ER0209* NAVD 88     -      2210.074  (meters)    7250.88   (feet)  ADJUSTED  
 ER0209  ___________________________________________________________________
 ER0209  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ER0209  DYNAMIC HT  -        2206.630 (meters)    7239.59  (feet)  COMP
 ER0209  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 ER0209
 ER0209  VERT ORDER  -  SECOND    CLASS 0
 ER0209
 ER0209.The horizontal coordinates were scaled from a topographic map and have
 ER0209.an estimated accuracy of +/- 6 seconds.
 ER0209
 ER0209.The orthometric height was determined by differential leveling
 ER0209.and adjusted in June 1991.
 ER0209
 ER0209.The geoid height was determined by GEOID03.
 ER0209
 ER0209.The dynamic height is computed by dividing the NAVD 88
 ER0209.geopotential number by the normal gravity value computed on the
 ER0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0209.degrees latitude (g = 980.6199 gals.).
 ER0209
 ER0209.The modeled gravity was interpolated from observed gravity values.
 ER0209
 ER0209;                    North         East    Units  Estimated Accuracy
 ER0209;SPC AZ E     -   349,860.      298,250.      MT  (+/- 180 meters Scaled)
 ER0209
 ER0209                          SUPERSEDED SURVEY CONTROL
 ER0209
 ER0209  NGVD 29 (??/??/92) 2209.105  (m)         7247.71   (f) ADJ UNCH    2 0
 ER0209
 ER0209.Superseded values are not recommended for survey control.
 ER0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0209.See file dsdata.txt to determine how the superseded data were derived.
 ER0209
 ER0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC616803(NAD 83)
 ER0209_MARKER: DD = SURVEY DISK
 ER0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0209_SP_SET: CULVERT
 ER0209_STAMPING: EL 7140.512 152+00
 ER0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0209
 ER0209  HISTORY     - Date     Condition        Report By
 ER0209  HISTORY     - UNK      MONUMENTED       AZHD
 ER0209  HISTORY     - 1934     GOOD             NGS
 ER0209  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0209  HISTORY     - 20040308 MARK NOT FOUND   GEOCAC
 ER0209
 ER0209                          STATION DESCRIPTION
 ER0209
 ER0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0209'3.1 MI E FROM SPRINGERVILLE.
 ER0209'ON US HWY NO. 60, IN THE EAST END OF A CONCRETE HEADWALL OF A
 ER0209'CONCRETE CULVERT, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 ER0209
 ER0209                          STATION RECOVERY (1969)
 ER0209
 ER0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0209'MARK NOT FOUND.
 ER0209
 ER0209                          STATION RECOVERY (2004)
 ER0209
 ER0209'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0209'MARK HAS BEEN DESTROYED, DISK MISSING.  FOUND CULVERT AS DESCRIBED,
 ER0209'WHICH IS VERY DETERIORATED.  FOUND PIECE OF CONCRETE WITH THE DISK
 ER0209'IMPRESSION IN IT AT THE HEADWALL.
 ER0209' 
 ER0209'THE DESCRIPTION SHOULD READ *OLD* US HWY 60.  HWY 60 WAS MOVED 2MI
 ER0209'SOUTH AFTER THE 1934 DESCRIPTION.
 ER0209' 
 ER0209'CIVILIAN GPS COORDINATES - 34* 09.106N 109* 14.796W
 ER0209' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0176 ***********************************************************************
 GP0176  DESIGNATION -  7157
 GP0176  PID         -  GP0176
 GP0176  STATE/COUNTY-  AZ/COCONINO
 GP0176  USGS QUAD   -  CAPE ROYAL (1988)
 GP0176
 GP0176                         *CURRENT SURVEY CONTROL
 GP0176  ___________________________________________________________________
 GP0176* NAD 83(1986)-  36 00 10.     (N)    111 55 16.     (W)     SCALED    
 GP0176* NAVD 88     -      2180.540  (meters)    7153.99   (feet)  POSTED    
 GP0176  ___________________________________________________________________
 GP0176  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0176  DYNAMIC HT  -        2177.560 (meters)    7144.21  (feet)  COMP
 GP0176  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 GP0176
 GP0176  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0176
 GP0176.The horizontal coordinates were scaled from a topographic map and have
 GP0176.an estimated accuracy of +/- 6 seconds.
 GP0176
 GP0176.The orthometric height was determined by differential leveling
 GP0176.and adjusted by the  in 1992.
 GP0176.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0176.was located on a no-check spur therefore a value was not computed.
 GP0176.No vertical observational check was made to the station.
 GP0176
 GP0176.The geoid height was determined by GEOID03.
 GP0176
 GP0176.The dynamic height is computed by dividing the NAVD 88
 GP0176.geopotential number by the normal gravity value computed on the
 GP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0176.degrees latitude (g = 980.6199 gals.).
 GP0176
 GP0176.The modeled gravity was interpolated from observed gravity values.
 GP0176
 GP0176;                    North         East    Units  Estimated Accuracy
 GP0176;SPC AZ C     -   554,820.      212,960.      MT  (+/- 180 meters Scaled)
 GP0176
 GP0176                          SUPERSEDED SURVEY CONTROL
 GP0176
 GP0176  NGVD 29 (??/??/92) 2179.486  (m)         7150.53   (f) ADJ UNCH    2 0
 GP0176
 GP0176.Superseded values are not recommended for survey control.
 GP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0176.See file dsdata.txt to determine how the superseded data were derived.
 GP0176
 GP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE169846(NAD 83)
 GP0176_MARKER: DD = SURVEY DISK
 GP0176_SETTING: 66 = SET IN ROCK OUTCROP
 GP0176_SP_SET: LIMESTONE LEDGE
 GP0176_STAMPING: 7157 CANYON
 GP0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0176+STABILITY: POSITION/ELEVATION WELL
 GP0176
 GP0176  HISTORY     - Date     Condition        Report By
 GP0176  HISTORY     - UNK      MONUMENTED       USGS
 GP0176  HISTORY     - 1934     GOOD             NGS
 GP0176
 GP0176                          STATION DESCRIPTION
 GP0176
 GP0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0176'17.5 MI E FROM GRAND CANYON.
 GP0176'ABOUT 17.5 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0176'GRAND CANYON, COCONINO COUNTY, AT MORAN POINT, ABOUT 0.2 MILES NORTH
 GP0176'OF THE JUNCTION WITH THE ROAD LEADING TO MORAN POINT, AT THE RIM OF
 GP0176'THE CANYON, AND IN THE TOP OF THE EAST END OF A LIMESTONE LEDGE.  A
 GP0176'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7157 CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0225 ***********************************************************************
 FQ0225  DESIGNATION -  7178
 FQ0225  PID         -  FQ0225
 FQ0225  STATE/COUNTY-  AZ/COCONINO
 FQ0225  USGS QUAD   -  PARKS (1974)
 FQ0225
 FQ0225                         *CURRENT SURVEY CONTROL
 FQ0225  ___________________________________________________________________
 FQ0225* NAD 83(1986)-  35 15 03.     (N)    111 54 20.     (W)     SCALED    
 FQ0225* NAVD 88     -      2188.346  (meters)    7179.60   (feet)  ADJUSTED  
 FQ0225  ___________________________________________________________________
 FQ0225  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0225  DYNAMIC HT  -        2185.224 (meters)    7169.36  (feet)  COMP
 FQ0225  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 FQ0225
 FQ0225  VERT ORDER  -  FIRST     CLASS II
 FQ0225
 FQ0225.The horizontal coordinates were scaled from a topographic map and have
 FQ0225.an estimated accuracy of +/- 6 seconds.
 FQ0225
 FQ0225.The orthometric height was determined by differential leveling
 FQ0225.and adjusted in June 1991.
 FQ0225
 FQ0225.The geoid height was determined by GEOID03.
 FQ0225
 FQ0225.The dynamic height is computed by dividing the NAVD 88
 FQ0225.geopotential number by the normal gravity value computed on the
 FQ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0225.degrees latitude (g = 980.6199 gals.).
 FQ0225
 FQ0225.The modeled gravity was interpolated from observed gravity values.
 FQ0225
 FQ0225;                    North         East    Units  Estimated Accuracy
 FQ0225;SPC AZ C     -   471,400.      214,370.      MT  (+/- 180 meters Scaled)
 FQ0225
 FQ0225                          SUPERSEDED SURVEY CONTROL
 FQ0225
 FQ0225  NGVD 29 (??/??/92) 2187.305  (m)         7176.18   (f) ADJ UNCH    1 2
 FQ0225
 FQ0225.Superseded values are not recommended for survey control.
 FQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0225.See file dsdata.txt to determine how the superseded data were derived.
 FQ0225
 FQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE176012(NAD 83)
 FQ0225_MARKER: DD = SURVEY DISK
 FQ0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0225_SP_SET: CULVERT
 FQ0225_STAMPING: 7176.183 1907
 FQ0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0225
 FQ0225  HISTORY     - Date     Condition        Report By
 FQ0225  HISTORY     - 1907     MONUMENTED       USGS
 FQ0225  HISTORY     - 1934     GOOD             NGS
 FQ0225  HISTORY     - 1958     GOOD             NGS
 FQ0225  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0225
 FQ0225                          STATION DESCRIPTION
 FQ0225
 FQ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0225'2.0 MI E FROM MAINE.
 FQ0225'2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FQ0225'STATION AT MAINE, COCONINO COUNTY, 1-1/2 POLES EAST OF MILEAGE POLE
 FQ0225'360-1/2, IN THE TOP OF THE NORTHEAST CORNER OF AN ABANDONED CULVERT, 2
 FQ0225'FEET FROM THE FACE, AND 1 FOOT FROM THE END OF THE COPING.  A U.S.
 FQ0225'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7176.183 1907.
 FQ0225
 FQ0225                          STATION RECOVERY (1958)
 FQ0225
 FQ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0225'RECOVERED IN GOOD CONDITION.
 FQ0225
 FQ0225                          STATION RECOVERY (1982)
 FQ0225
 FQ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0225'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0226 ***********************************************************************
 FQ0226  DESIGNATION -  7193
 FQ0226  PID         -  FQ0226
 FQ0226  STATE/COUNTY-  AZ/COCONINO
 FQ0226  USGS QUAD   -  BELLEMONT (1980)
 FQ0226
 FQ0226                         *CURRENT SURVEY CONTROL
 FQ0226  ___________________________________________________________________
 FQ0226* NAD 83(1986)-  35 14 35.     (N)    111 51 41.     (W)     SCALED    
 FQ0226* NAVD 88     -      2193.100  (meters)    7195.20   (feet)  POSTED    
 FQ0226  ___________________________________________________________________
 FQ0226  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0226  DYNAMIC HT  -        2189.990 (meters)    7184.99  (feet)  COMP
 FQ0226  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 FQ0226
 FQ0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0226
 FQ0226.The horizontal coordinates were scaled from a topographic map and have
 FQ0226.an estimated accuracy of +/- 6 seconds.
 FQ0226
 FQ0226.The orthometric height was determined by differential leveling
 FQ0226.and adjusted by the  in 1992.
 FQ0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0226.rate of 0.0 thru 1.0 mm/km.
 FQ0226
 FQ0226.The geoid height was determined by GEOID03.
 FQ0226
 FQ0226.The dynamic height is computed by dividing the NAVD 88
 FQ0226.geopotential number by the normal gravity value computed on the
 FQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0226.degrees latitude (g = 980.6199 gals.).
 FQ0226
 FQ0226.The modeled gravity was interpolated from observed gravity values.
 FQ0226
 FQ0226;                    North         East    Units  Estimated Accuracy
 FQ0226;SPC AZ C     -   470,540.      218,390.      MT  (+/- 180 meters Scaled)
 FQ0226
 FQ0226                          SUPERSEDED SURVEY CONTROL
 FQ0226
 FQ0226  NGVD 29 (??/??/92) 2192.078  (m)         7191.84   (f) ADJ UNCH    1 2
 FQ0226
 FQ0226.Superseded values are not recommended for survey control.
 FQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0226.See file dsdata.txt to determine how the superseded data were derived.
 FQ0226
 FQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE216003(NAD 83)
 FQ0226_MARKER: DD = SURVEY DISK
 FQ0226_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0226_SP_SET: ROCK OUTCROP
 FQ0226_STAMPING: 7191.842 1907
 FQ0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0226+STABILITY: POSITION/ELEVATION WELL
 FQ0226
 FQ0226  HISTORY     - Date     Condition        Report By
 FQ0226  HISTORY     - 1907     MONUMENTED       USGS
 FQ0226  HISTORY     - 1934     POOR             NGS
 FQ0226
 FQ0226                          STATION DESCRIPTION
 FQ0226
 FQ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0226'0.6 MI E FROM AREY.
 FQ0226'0.6 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FQ0226'STATION AT AREY, COCONINO COUNTY, 35 FEET NORTH OF MILEPOST 358, NEAR
 FQ0226'THE CENTER OF A ROCK PILE, IN THE TOP OF A ROCK OUTCROP, 5 FEET SOUTH
 FQ0226'OF THE RIGHT-OF-WAY FENCE, 80 FEET NORTH OF THE CENTERLINE OF THE
 FQ0226'TRACK, AND 3 INCHES ABOVE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD
 FQ0226'DISK, STAMPED 7191.842 1907.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0872 ***********************************************************************
 DV0872  DESIGNATION -  72 A
 DV0872  PID         -  DV0872
 DV0872  STATE/COUNTY-  AZ/MARICOPA
 DV0872  USGS QUAD   -  WINTERSBURG (1984)
 DV0872
 DV0872                         *CURRENT SURVEY CONTROL
 DV0872  ___________________________________________________________________
 DV0872* NAD 83(1986)-  33 27 38.     (N)    112 46 31.     (W)     SCALED    
 DV0872* NAVD 88     -       329.12   (+/-2cm)    1079.8    (feet)  VERTCON   
 DV0872  ___________________________________________________________________
 DV0872  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DV0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0872
 DV0872.The horizontal coordinates were scaled from a topographic map and have
 DV0872.an estimated accuracy of +/- 6 seconds.
 DV0872
 DV0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0872.The vertical order pertains to the NGVD 29 superseded value.
 DV0872
 DV0872.The geoid height was determined by GEOID03.
 DV0872
 DV0872;                    North         East    Units  Estimated Accuracy
 DV0872;SPC AZ C     -   273,160.      133,550.      MT  (+/- 180 meters Scaled)
 DV0872
 DV0872                          SUPERSEDED SURVEY CONTROL
 DV0872
 DV0872  NGVD 29 (??/??/92)  328.487  (m)         1077.71   (f) ADJ UNCH    2 0
 DV0872
 DV0872.Superseded values are not recommended for survey control.
 DV0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0872.See file dsdata.txt to determine how the superseded data were derived.
 DV0872
 DV0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC350037(NAD 83)
 DV0872_MARKER: DD = SURVEY DISK
 DV0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0872_STAMPING: 72 A 1962
 DV0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0872+STABILITY: SURFACE MOTION
 DV0872
 DV0872  HISTORY     - Date     Condition        Report By
 DV0872  HISTORY     - 1962     MONUMENTED       AZHD
 DV0872  HISTORY     - 1962     GOOD             NGS
 DV0872
 DV0872                          STATION DESCRIPTION
 DV0872
 DV0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0872'11.2 MI SE FROM TONOPAH.
 DV0872'0.4 MILE EAST-SOUTHEAST OF X 415 72.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0872'DISK STAMPED 72 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0872'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0872'HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0643 ***********************************************************************
 ER0643  DESIGNATION -  72 BKC
 ER0643  PID         -  ER0643
 ER0643  STATE/COUNTY-  AZ/APACHE
 ER0643  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0643
 ER0643                         *CURRENT SURVEY CONTROL
 ER0643  ___________________________________________________________________
 ER0643* NAD 83(1986)-  34 12 56.     (N)    109 27 40.     (W)     SCALED    
 ER0643* NAVD 88     -      2192.032  (meters)    7191.69   (feet)  ADJUSTED  
 ER0643  ___________________________________________________________________
 ER0643  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0643  DYNAMIC HT  -        2188.664 (meters)    7180.64  (feet)  COMP
 ER0643  MODELED GRAV-     979,019.9   (mgal)                       NAVD 88
 ER0643
 ER0643  VERT ORDER  -  SECOND    CLASS 0
 ER0643
 ER0643.The horizontal coordinates were scaled from a topographic map and have
 ER0643.an estimated accuracy of +/- 6 seconds.
 ER0643
 ER0643.The orthometric height was determined by differential leveling
 ER0643.and adjusted in June 1991.
 ER0643
 ER0643.The geoid height was determined by GEOID03.
 ER0643
 ER0643.The dynamic height is computed by dividing the NAVD 88
 ER0643.geopotential number by the normal gravity value computed on the
 ER0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0643.degrees latitude (g = 980.6199 gals.).
 ER0643
 ER0643.The modeled gravity was interpolated from observed gravity values.
 ER0643
 ER0643;                    North         East    Units  Estimated Accuracy
 ER0643;SPC AZ E     -   356,790.      278,370.      MT  (+/- 180 meters Scaled)
 ER0643
 ER0643                          SUPERSEDED SURVEY CONTROL
 ER0643
 ER0643  NGVD 29 (??/??/92) 2190.805  (m)         7187.67   (f) ADJ UNCH    2 0
 ER0643
 ER0643.Superseded values are not recommended for survey control.
 ER0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0643.See file dsdata.txt to determine how the superseded data were derived.
 ER0643
 ER0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC417871(NAD 83)
 ER0643_MARKER: DB = BENCH MARK DISK
 ER0643_SETTING: 66 = SET IN ROCK OUTCROP
 ER0643_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0643_STAMPING: 72 BKC 1968 7189
 ER0643_MARK LOGO: USGS  
 ER0643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0643+STABILITY: POSITION/ELEVATION WELL
 ER0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0643+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0643
 ER0643  HISTORY     - Date     Condition        Report By
 ER0643  HISTORY     - 1968     MONUMENTED       USGS
 ER0643
 ER0643                          STATION DESCRIPTION
 ER0643
 ER0643'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0643'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 13.0 MILES
 ER0643'NORTHWEST ALONG U S HIGHWAY 60, 74 FEET NORTH OF THE ROAD, 4.3 FEET
 ER0643'SOUTHEAST OF A WITNESS POST, 1.4 FEET SOUTH OF A FENCE, SET IN A ROCK
 ER0643'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1022 ***********************************************************************
 FR1022  DESIGNATION -  72 EMH
 FR1022  PID         -  FR1022
 FR1022  STATE/COUNTY-  AZ/COCONINO
 FR1022  USGS QUAD   -  BISHOP LAKE (1981)
 FR1022
 FR1022                         *CURRENT SURVEY CONTROL
 FR1022  ___________________________________________________________________
 FR1022* NAD 83(1986)-  35 31 06.     (N)    112 40 56.     (W)     SCALED    
 FR1022* NAVD 88     -      1804.305  (meters)    5919.62   (feet)  POSTED    
 FR1022  ___________________________________________________________________
 FR1022  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 FR1022  DYNAMIC HT  -        1801.880 (meters)    5911.67  (feet)  COMP
 FR1022  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 FR1022
 FR1022  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1022
 FR1022.The horizontal coordinates were scaled from a topographic map and have
 FR1022.an estimated accuracy of +/- 6 seconds.
 FR1022
 FR1022.The orthometric height was determined by differential leveling
 FR1022.and adjusted by the  in 1992.
 FR1022.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1022.rate of 0.0 thru 1.0 mm/km.
 FR1022
 FR1022.The geoid height was determined by GEOID03.
 FR1022
 FR1022.The dynamic height is computed by dividing the NAVD 88
 FR1022.geopotential number by the normal gravity value computed on the
 FR1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1022.degrees latitude (g = 980.6199 gals.).
 FR1022
 FR1022.The modeled gravity was interpolated from observed gravity values.
 FR1022
 FR1022;                    North         East    Units  Estimated Accuracy
 FR1022;SPC AZ C     -   501,350.      143,920.      MT  (+/- 180 meters Scaled)
 FR1022
 FR1022                          SUPERSEDED SURVEY CONTROL
 FR1022
 FR1022.No superseded survey control is available for this station.
 FR1022
 FR1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE474318(NAD 83)
 FR1022_MARKER: DB = BENCH MARK DISK
 FR1022_SETTING: 80 = SET IN A BOULDER
 FR1022_SP_SET: BOULDER
 FR1022_STAMPING: 72 EMH 1973 5917
 FR1022_MARK LOGO: USGS  
 FR1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1022+STABILITY: SURFACE MOTION
 FR1022
 FR1022  HISTORY     - Date     Condition        Report By
 FR1022  HISTORY     - 1973     MONUMENTED       USGS
 FR1022
 FR1022                          STATION DESCRIPTION
 FR1022
 FR1022'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1022'57.5 KM (35.70 MI) NORTH FROM SELIGMAN.
 FR1022'FROM THE GATE AT SEVEN RANCH, PROCEED 8.4 MILES NORTHWEST ALONG A
 FR1022'DIRT ROAD, ABOUT 130 FEET SOUTH OF A CURVE LEFT AND BEGINNING OF A
 FR1022'SHORT DESCENT, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, IN A
 FR1022'BOULDER PROJECTING 0.5 FEET ABOVE GROUND.
 FR1022'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0664 ***********************************************************************
 FP0664  DESIGNATION -  72 HLS
 FP0664  PID         -  FP0664
 FP0664  STATE/COUNTY-  AZ/APACHE
 FP0664  USGS QUAD   -  CHAMBERS (1971)
 FP0664
 FP0664                         *CURRENT SURVEY CONTROL
 FP0664  ___________________________________________________________________
 FP0664* NAD 83(1986)-  35 13 50.     (N)    109 26 21.     (W)     SCALED    
 FP0664* NAVD 88     -      1830.887  (meters)    6006.84   (feet)  ADJUSTED  
 FP0664  ___________________________________________________________________
 FP0664  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 FP0664  DYNAMIC HT  -        1828.333 (meters)    5998.46  (feet)  COMP
 FP0664  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 FP0664
 FP0664  VERT ORDER  -  SECOND    CLASS II
 FP0664
 FP0664.The horizontal coordinates were scaled from a topographic map and have
 FP0664.an estimated accuracy of +/- 6 seconds.
 FP0664
 FP0664.The orthometric height was determined by differential leveling
 FP0664.and adjusted in June 1991.
 FP0664
 FP0664.The geoid height was determined by GEOID03.
 FP0664
 FP0664.The dynamic height is computed by dividing the NAVD 88
 FP0664.geopotential number by the normal gravity value computed on the
 FP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0664.degrees latitude (g = 980.6199 gals.).
 FP0664
 FP0664.The modeled gravity was interpolated from observed gravity values.
 FP0664
 FP0664;                    North         East    Units  Estimated Accuracy
 FP0664;SPC AZ E     -   469,390.      279,580.      MT  (+/- 180 meters Scaled)
 FP0664
 FP0664                          SUPERSEDED SURVEY CONTROL
 FP0664
 FP0664  NGVD 29 (??/??/92) 1829.97   (m)         6003.8    (f) COMPUTED    2 2
 FP0664
 FP0664.Superseded values are not recommended for survey control.
 FP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0664.See file dsdata.txt to determine how the superseded data were derived.
 FP0664
 FP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD420997(NAD 83)
 FP0664_MARKER: DB = BENCH MARK DISK
 FP0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0664_SP_SET: COPPER-CLAD STEEL ROD
 FP0664_STAMPING: 72 HLS 1970 6003
 FP0664_MARK LOGO: USGS  
 FP0664_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0664+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0664
 FP0664  HISTORY     - Date     Condition        Report By
 FP0664  HISTORY     - 1970     MONUMENTED       USGS
 FP0664
 FP0664                          STATION DESCRIPTION
 FP0664
 FP0664'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0664'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0664'PROCEED 2.9 MILES NORTH ALONG STATE HIGHWAY 63, 108 FEET SOUTHEAST OF
 FP0664'THE SOUTHEAST CORNER OF A SMALL CONCRETE BRIDGE, 47 FEET EAST OF THE
 FP0664'HIGHWAY, 1 FOOT WEST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FP0664'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0339 ***********************************************************************
 FS0339  DESIGNATION -  720+50
 FS0339  PID         -  FS0339
 FS0339  STATE/COUNTY-  AZ/MOHAVE
 FS0339  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0339
 FS0339                         *CURRENT SURVEY CONTROL
 FS0339  ___________________________________________________________________
 FS0339* NAD 83(1986)-  35 32 12.     (N)    114 21 31.     (W)     SCALED    
 FS0339* NAVD 88     -       895.740  (meters)    2938.77   (feet)  POSTED    
 FS0339  ___________________________________________________________________
 FS0339  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0339  DYNAMIC HT  -         894.720 (meters)    2935.43  (feet)  COMP
 FS0339  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 FS0339
 FS0339  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0339
 FS0339.The horizontal coordinates were scaled from a topographic map and have
 FS0339.an estimated accuracy of +/- 6 seconds.
 FS0339
 FS0339.The orthometric height was determined by differential leveling
 FS0339.and adjusted by the  in 1992.
 FS0339.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0339.rate of 0.0 thru 1.0 mm/km.
 FS0339
 FS0339.The geoid height was determined by GEOID03.
 FS0339
 FS0339.The dynamic height is computed by dividing the NAVD 88
 FS0339.geopotential number by the normal gravity value computed on the
 FS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0339.degrees latitude (g = 980.6199 gals.).
 FS0339
 FS0339.The modeled gravity was interpolated from observed gravity values.
 FS0339
 FS0339;                    North         East    Units  Estimated Accuracy
 FS0339;SPC AZ W     -   503,300.      158,170.      MT  (+/- 180 meters Scaled)
 FS0339
 FS0339                          SUPERSEDED SURVEY CONTROL
 FS0339
 FS0339  NGVD 29 (??/??/92)  894.968  (m)         2936.24   (f) ADJ UNCH    1 1
 FS0339
 FS0339.Superseded values are not recommended for survey control.
 FS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0339.See file dsdata.txt to determine how the superseded data were derived.
 FS0339
 FS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV394357(NAD 83)
 FS0339_MARKER: DD = SURVEY DISK
 FS0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0339_SP_SET: CULVERT
 FS0339_STAMPING: 720+50 2936.90 1935
 FS0339_MARK LOGO: AZHD  
 FS0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0339
 FS0339  HISTORY     - Date     Condition        Report By
 FS0339  HISTORY     - 1935     MONUMENTED       AZHD
 FS0339  HISTORY     - 1949     GOOD             NGS
 FS0339  HISTORY     - 1982     GOOD             NGS
 FS0339
 FS0339                          STATION DESCRIPTION
 FS0339
 FS0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0339'11.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0339'11.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0339'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0339'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER
 FS0339'OF THE SOUTHWEST CONCRETE HEAD WALL, 15.7 FEET SOUTHWEST OF THE
 FS0339'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0339
 FS0339                          STATION RECOVERY (1982)
 FS0339
 FS0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0339'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0018 ***********************************************************************
 GQ0018  DESIGNATION -  7209.27
 GQ0018  PID         -  GQ0018
 GQ0018  STATE/COUNTY-  AZ/COCONINO
 GQ0018  USGS QUAD   -  JACOB LAKE (1988)
 GQ0018
 GQ0018                         *CURRENT SURVEY CONTROL
 GQ0018  ___________________________________________________________________
 GQ0018* NAD 83(1986)-  36 44 05.     (N)    112 10 12.     (W)     SCALED    
 GQ0018* NAVD 88     -      2322.988  (meters)    7621.34   (feet)  POSTED    
 GQ0018  ___________________________________________________________________
 GQ0018  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 GQ0018  DYNAMIC HT  -        2319.980 (meters)    7611.47  (feet)  COMP
 GQ0018  MODELED GRAV-     979,250.7   (mgal)                       NAVD 88
 GQ0018
 GQ0018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0018
 GQ0018.The horizontal coordinates were scaled from a topographic map and have
 GQ0018.an estimated accuracy of +/- 6 seconds.
 GQ0018
 GQ0018.The orthometric height was determined by differential leveling
 GQ0018.and adjusted by the  in 1992.
 GQ0018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0018.rate of 0.0 thru 1.0 mm/km.
 GQ0018
 GQ0018.The geoid height was determined by GEOID03.
 GQ0018
 GQ0018.The dynamic height is computed by dividing the NAVD 88
 GQ0018.geopotential number by the normal gravity value computed on the
 GQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0018.degrees latitude (g = 980.6199 gals.).
 GQ0018
 GQ0018.The modeled gravity was interpolated from observed gravity values.
 GQ0018
 GQ0018;                    North         East    Units  Estimated Accuracy
 GQ0018;SPC AZ C     -   636,060.      190,740.      MT  (+/- 180 meters Scaled)
 GQ0018
 GQ0018                          SUPERSEDED SURVEY CONTROL
 GQ0018
 GQ0018  NGVD 29 (??/??/92) 2321.834  (m)         7617.55   (f) ADJ UNCH    1 2
 GQ0018
 GQ0018.Superseded values are not recommended for survey control.
 GQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0018.See file dsdata.txt to determine how the superseded data were derived.
 GQ0018
 GQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF955660(NAD 83)
 GQ0018_MARKER: P = PIPE CAP
 GQ0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0018_STAMPING: 7209.27 175+14.33 1931
 GQ0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0018
 GQ0018  HISTORY     - Date     Condition        Report By
 GQ0018  HISTORY     - 1931     MONUMENTED       BPR
 GQ0018  HISTORY     - 1934     GOOD             NGS
 GQ0018
 GQ0018                          STATION DESCRIPTION
 GQ0018
 GQ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0018'3.2 MI E FROM JACOB LAKE.
 GQ0018'3.2 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0018'LAKE, COCONINO COUNTY, 75 FEET NORTH OF A SMALL STONE CULVERT, AND 35
 GQ0018'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 GQ0018'OF PUBLIC ROADS STANDARD CAP, STAMPED 7209.27 175+14.33 1931 AND
 GQ0018'FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0211 ***********************************************************************
 ER0211  DESIGNATION -  7239.78
 ER0211  PID         -  ER0211
 ER0211  STATE/COUNTY-  AZ/APACHE
 ER0211  USGS QUAD   -  COYOTE HILLS (1969)
 ER0211
 ER0211                         *CURRENT SURVEY CONTROL
 ER0211  ___________________________________________________________________
 ER0211* NAD 83(1986)-  34 09 20.     (N)    109 13 15.     (W)     SCALED    
 ER0211* NAVD 88     -      2209.887  (meters)    7250.27   (feet)  ADJUSTED  
 ER0211  ___________________________________________________________________
 ER0211  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ER0211  DYNAMIC HT  -        2206.443 (meters)    7238.97  (feet)  COMP
 ER0211  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 ER0211
 ER0211  VERT ORDER  -  SECOND    CLASS 0
 ER0211
 ER0211.The horizontal coordinates were scaled from a topographic map and have
 ER0211.an estimated accuracy of +/- 6 seconds.
 ER0211
 ER0211.The orthometric height was determined by differential leveling
 ER0211.and adjusted in June 1991.
 ER0211
 ER0211.The geoid height was determined by GEOID03.
 ER0211
 ER0211.The dynamic height is computed by dividing the NAVD 88
 ER0211.geopotential number by the normal gravity value computed on the
 ER0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0211.degrees latitude (g = 980.6199 gals.).
 ER0211
 ER0211.The modeled gravity was interpolated from observed gravity values.
 ER0211
 ER0211;                    North         East    Units  Estimated Accuracy
 ER0211;SPC AZ E     -   350,310.      300,570.      MT  (+/- 180 meters Scaled)
 ER0211
 ER0211                          SUPERSEDED SURVEY CONTROL
 ER0211
 ER0211  NGVD 29 (??/??/92) 2208.913  (m)         7247.08   (f) ADJ UNCH    2 0
 ER0211
 ER0211.Superseded values are not recommended for survey control.
 ER0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0211.See file dsdata.txt to determine how the superseded data were derived.
 ER0211
 ER0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC640808(NAD 83)
 ER0211_MARKER: DD = SURVEY DISK
 ER0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0211_SP_SET: CULVERT
 ER0211_STAMPING: EL 7239.78 231+50
 ER0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0211
 ER0211  HISTORY     - Date     Condition        Report By
 ER0211  HISTORY     - UNK      MONUMENTED       AZHD
 ER0211  HISTORY     - 1934     GOOD             NGS
 ER0211  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0211  HISTORY     - 20040308 MARK NOT FOUND   GEOCAC
 ER0211
 ER0211                          STATION DESCRIPTION
 ER0211
 ER0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0211'4.5 MI E FROM SPRINGERVILLE.
 ER0211'ON US HWY NO. 60, IN THE EAST END OF A CONCRETE HEADWALL FOR A
 ER0211'CONCRETE CULVERT, 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0211
 ER0211                          STATION RECOVERY (1969)
 ER0211
 ER0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0211'MARK NOT FOUND.
 ER0211
 ER0211                          STATION RECOVERY (2004)
 ER0211
 ER0211'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0211'MARK IS BELIEVED DESTROYED, DISK MISSING.  FOUND CULVERT AS DESCRIBED.
 ER0211'CULVERT AND HEADWALL DAMAGED AND VERY DETERIORATED.
 ER0211' 
 ER0211'THE DESCRIPTION SHOULD READ *OLD* US HWY 60.  HWY 60 WAS MOVED 2MI
 ER0211'SOUTH AFTER THE 1934 DESCRIPTION.
 ER0211' 
 ER0211'CIVILIAN GPS COORDINATES - 34* 09.342N 109* 13.246W
 ER0211' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0021 ***********************************************************************
 GQ0021  DESIGNATION -  7244.04
 GQ0021  PID         -  GQ0021
 GQ0021  STATE/COUNTY-  AZ/COCONINO
 GQ0021  USGS QUAD   -  JACOB LAKE (1988)
 GQ0021
 GQ0021                         *CURRENT SURVEY CONTROL
 GQ0021  ___________________________________________________________________
 GQ0021* NAD 83(1986)-  36 44 05.     (N)    112 10 57.     (W)     SCALED    
 GQ0021* NAVD 88     -      2333.63   (+/-2cm)    7656.3    (feet)  VERTCON   
 GQ0021  ___________________________________________________________________
 GQ0021  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 GQ0021  VERT ORDER  -  ? (See Below)
 GQ0021
 GQ0021.The horizontal coordinates were scaled from a topographic map and have
 GQ0021.an estimated accuracy of +/- 6 seconds.
 GQ0021
 GQ0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0021.The vertical order pertains to the NGVD 29 superseded value.
 GQ0021
 GQ0021.The geoid height was determined by GEOID03.
 GQ0021
 GQ0021;                    North         East    Units  Estimated Accuracy
 GQ0021;SPC AZ C     -   636,070.      189,620.      MT  (+/- 180 meters Scaled)
 GQ0021
 GQ0021                          SUPERSEDED SURVEY CONTROL
 GQ0021
 GQ0021  NGVD 29 (??/??/92) 2332.440  (m)         7652.35   (f) ADJ UNCH    ?  
 GQ0021
 GQ0021.Superseded values are not recommended for survey control.
 GQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0021.See file dsdata.txt to determine how the superseded data were derived.
 GQ0021
 GQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF944660(NAD 83)
 GQ0021_MARKER: P = PIPE CAP
 GQ0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0021_STAMPING: 7244.04 148+4189
 GQ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0021
 GQ0021  HISTORY     - Date     Condition        Report By
 GQ0021  HISTORY     - UNK      MONUMENTED       BPR
 GQ0021  HISTORY     - 1934     GOOD             NGS
 GQ0021
 GQ0021                          STATION DESCRIPTION
 GQ0021
 GQ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0021'2.7 MI E FROM JACOB LAKE.
 GQ0021'2.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0021'LAKE, COCONINO COUNTY, AND 37 FEET NORTH OF THE CENTERLINE OF THE
 GQ0021'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 GQ0021'7244.04 148+4189 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE SET IN
 GQ0021'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0020 ***********************************************************************
 GQ0020  DESIGNATION -  7247.68
 GQ0020  PID         -  GQ0020
 GQ0020  STATE/COUNTY-  AZ/COCONINO
 GQ0020  USGS QUAD   -  JACOB LAKE (1988)
 GQ0020
 GQ0020                         *CURRENT SURVEY CONTROL
 GQ0020  ___________________________________________________________________
 GQ0020* NAD 83(1986)-  36 44 05.     (N)    112 10 58.     (W)     SCALED    
 GQ0020* NAVD 88     -      2334.739  (meters)    7659.89   (feet)  POSTED    
 GQ0020  ___________________________________________________________________
 GQ0020  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 GQ0020  DYNAMIC HT  -        2331.680 (meters)    7649.85  (feet)  COMP
 GQ0020  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 GQ0020
 GQ0020  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0020
 GQ0020.The horizontal coordinates were scaled from a topographic map and have
 GQ0020.an estimated accuracy of +/- 6 seconds.
 GQ0020
 GQ0020.The orthometric height was determined by differential leveling
 GQ0020.and adjusted by the  in 1992.
 GQ0020.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0020.rate of 0.0 thru 1.0 mm/km.
 GQ0020
 GQ0020.The geoid height was determined by GEOID03.
 GQ0020
 GQ0020.The dynamic height is computed by dividing the NAVD 88
 GQ0020.geopotential number by the normal gravity value computed on the
 GQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0020.degrees latitude (g = 980.6199 gals.).
 GQ0020
 GQ0020.The modeled gravity was interpolated from observed gravity values.
 GQ0020
 GQ0020;                    North         East    Units  Estimated Accuracy
 GQ0020;SPC AZ C     -   636,070.      189,590.      MT  (+/- 180 meters Scaled)
 GQ0020
 GQ0020                          SUPERSEDED SURVEY CONTROL
 GQ0020
 GQ0020  NGVD 29 (??/??/92) 2333.551  (m)         7655.99   (f) ADJ UNCH    1 2
 GQ0020
 GQ0020.Superseded values are not recommended for survey control.
 GQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0020.See file dsdata.txt to determine how the superseded data were derived.
 GQ0020
 GQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF943660(NAD 83)
 GQ0020_MARKER: P = PIPE CAP
 GQ0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0020_STAMPING: 7247.68 148+4189 1931
 GQ0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0020
 GQ0020  HISTORY     - Date     Condition        Report By
 GQ0020  HISTORY     - 1931     MONUMENTED       BPR
 GQ0020  HISTORY     - 1934     GOOD             NGS
 GQ0020
 GQ0020                          STATION DESCRIPTION
 GQ0020
 GQ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0020'2.7 MI E FROM JACOB LAKE.
 GQ0020'2.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0020'LAKE, COCONINO COUNTY, AND 35 FEET SOUTH OF THE CENTERLINE OF THE
 GQ0020'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 GQ0020'7247.68 148+4189 1931 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE
 GQ0020'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0751 ***********************************************************************
 DA0751  DESIGNATION -  727
 DA0751  PID         -  DA0751
 DA0751  STATE/COUNTY-  AZ/MARICOPA
 DA0751  USGS QUAD   -  SENTINEL NE (1986)
 DA0751
 DA0751                         *CURRENT SURVEY CONTROL
 DA0751  ___________________________________________________________________
 DA0751* NAD 83(1986)-  32 52 46.     (N)    113 05 20.     (W)     SCALED    
 DA0751* NAVD 88     -       222.20   (+/-2cm)     729.0    (feet)  VERTCON   
 DA0751  ___________________________________________________________________
 DA0751  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA0751  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0751
 DA0751.The horizontal coordinates were scaled from a topographic map and have
 DA0751.an estimated accuracy of +/- 6 seconds.
 DA0751
 DA0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0751.The vertical order pertains to the NGVD 29 superseded value.
 DA0751
 DA0751.The geoid height was determined by GEOID03.
 DA0751
 DA0751;                    North         East    Units  Estimated Accuracy
 DA0751;SPC AZ C     -   208,990.      103,670.      MT  (+/- 180 meters Scaled)
 DA0751
 DA0751                          SUPERSEDED SURVEY CONTROL
 DA0751
 DA0751  NGVD 29 (??/??/92)  221.583  (m)          726.98   (f) ADJ UNCH    1 2
 DA0751
 DA0751.Superseded values are not recommended for survey control.
 DA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0751.See file dsdata.txt to determine how the superseded data were derived.
 DA0751
 DA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB045398(NAD 83)
 DA0751_MARKER: P = PIPE CAP
 DA0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0751
 DA0751  HISTORY     - Date     Condition        Report By
 DA0751  HISTORY     - UNK      MONUMENTED       USGS
 DA0751  HISTORY     - 1952     GOOD             NGS
 DA0751  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0751  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0751
 DA0751                          STATION DESCRIPTION
 DA0751
 DA0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0751'7.3 MI E FROM SENTINEL.
 DA0751'7.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0751'WATER TANK AT SENTINEL, 6 POLES EAST OF A CONCRETE TELEPHONE BOX, 3
 DA0751'1/4 POLES WEST OF A JOG IN THE FENCE, 153 FEET SOUTH OF THE FENCE,
 DA0751'42.9 FEET NORTH OF THE NORTH RAIL, 5.1 FEET WEST OF A TELEPHONE POLE,
 DA0751'ABOUT 3 FEET LOWER THAN THE TRACK, AND RIVETED ON A 3-INCH IRON PIPE
 DA0751'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 DA0751
 DA0751                          STATION RECOVERY (1980)
 DA0751
 DA0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0751'SEARCHED FOR BUT NOT RECOVERED. NOTE-GRADING IN THE AREA DESCRIBED,
 DA0751'MARK BELIEVED DESTROYED.
 DA0751
 DA0751                          STATION RECOVERY (1980)
 DA0751
 DA0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0751'SEARCHED FOR BUT NOT RECOVERED. NOTE-GRADING IN THE AREA DESCRIBED,
 DA0751'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0210 ***********************************************************************
 ER0210  DESIGNATION -  7273.48
 ER0210  PID         -  ER0210
 ER0210  STATE/COUNTY-  AZ/APACHE
 ER0210  USGS QUAD   -  COYOTE HILLS (1969)
 ER0210
 ER0210                         *CURRENT SURVEY CONTROL
 ER0210  ___________________________________________________________________
 ER0210* NAD 83(1986)-  34 09 10.     (N)    109 14 20.     (W)     SCALED    
 ER0210* NAVD 88     -      2220.170  (meters)    7284.01   (feet)  ADJUSTED  
 ER0210  ___________________________________________________________________
 ER0210  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ER0210  DYNAMIC HT  -        2216.711 (meters)    7272.66  (feet)  COMP
 ER0210  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 ER0210
 ER0210  VERT ORDER  -  SECOND    CLASS 0
 ER0210
 ER0210.The horizontal coordinates were scaled from a topographic map and have
 ER0210.an estimated accuracy of +/- 6 seconds.
 ER0210
 ER0210.The orthometric height was determined by differential leveling
 ER0210.and adjusted in June 1991.
 ER0210
 ER0210.The geoid height was determined by GEOID03.
 ER0210
 ER0210.The dynamic height is computed by dividing the NAVD 88
 ER0210.geopotential number by the normal gravity value computed on the
 ER0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0210.degrees latitude (g = 980.6199 gals.).
 ER0210
 ER0210.The modeled gravity was interpolated from observed gravity values.
 ER0210
 ER0210;                    North         East    Units  Estimated Accuracy
 ER0210;SPC AZ E     -   349,990.      298,910.      MT  (+/- 180 meters Scaled)
 ER0210
 ER0210                          SUPERSEDED SURVEY CONTROL
 ER0210
 ER0210  NGVD 29 (??/??/92) 2219.202  (m)         7280.83   (f) ADJ UNCH    2 0
 ER0210
 ER0210.Superseded values are not recommended for survey control.
 ER0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0210.See file dsdata.txt to determine how the superseded data were derived.
 ER0210
 ER0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC623804(NAD 83)
 ER0210_MARKER: DD = SURVEY DISK
 ER0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0210_SP_SET: CULVERT
 ER0210_STAMPING: EL 7273.48 174+45
 ER0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0210
 ER0210  HISTORY     - Date     Condition        Report By
 ER0210  HISTORY     - UNK      MONUMENTED       AZHD
 ER0210  HISTORY     - 1934     GOOD             NGS
 ER0210  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0210  HISTORY     - 20040308 MARK NOT FOUND   GEOCAC
 ER0210
 ER0210                          STATION DESCRIPTION
 ER0210
 ER0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0210'3.4 MI E FROM SPRINGERVILLE.
 ER0210'ON US HWY NO. 60, IN THE EAST END OF A CONCRETE HEADWALL FOR A
 ER0210'CONCRETE CULVERT, 12 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 ER0210
 ER0210                          STATION RECOVERY (1969)
 ER0210
 ER0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0210'MARK NOT FOUND.
 ER0210
 ER0210                          STATION RECOVERY (2004)
 ER0210
 ER0210'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0210'MARK HAS BEEN DESTROYED, DISK MISSING.  FOUND CULVERT AS DESCRIBED,
 ER0210'FOUND DISK IMPRESSION IN THE HEADWALL.
 ER0210' 
 ER0210'THE DESCRIPTION SHOULD READ *OLD* US HWY 60.  HWY 60 WAS MOVED 2MI
 ER0210'SOUTH AFTER THE 1934 DESCRIPTION.
 ER0210' 
 ER0210'CIVILIAN GPS COORDINATES - 34* 09.168N 109* 14.356W
 ER0210' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0581 ***********************************************************************
 DA0581  DESIGNATION -  728
 DA0581  PID         -  DA0581
 DA0581  STATE/COUNTY-  AZ/MARICOPA
 DA0581  USGS QUAD   -  SMURR (1973)
 DA0581
 DA0581                         *CURRENT SURVEY CONTROL
 DA0581  ___________________________________________________________________
 DA0581* NAD 83(1986)-  32 55 43.     (N)    112 49 14.     (W)     SCALED    
 DA0581* NAVD 88     -       222.573  (meters)     730.22   (feet)  ADJUSTED  
 DA0581  ___________________________________________________________________
 DA0581  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DA0581  DYNAMIC HT  -         222.314 (meters)     729.38  (feet)  COMP
 DA0581  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 DA0581
 DA0581  VERT ORDER  -  FIRST     CLASS II
 DA0581
 DA0581.The horizontal coordinates were scaled from a topographic map and have
 DA0581.an estimated accuracy of +/- 6 seconds.
 DA0581
 DA0581.The orthometric height was determined by differential leveling
 DA0581.and adjusted in June 1991.
 DA0581
 DA0581.The geoid height was determined by GEOID03.
 DA0581
 DA0581.The dynamic height is computed by dividing the NAVD 88
 DA0581.geopotential number by the normal gravity value computed on the
 DA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0581.degrees latitude (g = 980.6199 gals.).
 DA0581
 DA0581.The modeled gravity was interpolated from observed gravity values.
 DA0581
 DA0581;                    North         East    Units  Estimated Accuracy
 DA0581;SPC AZ C     -   214,200.      128,830.      MT  (+/- 180 meters Scaled)
 DA0581
 DA0581                          SUPERSEDED SURVEY CONTROL
 DA0581
 DA0581  NGVD 29 (??/??/92)  221.994  (m)          728.33   (f) ADJ UNCH    1 2
 DA0581
 DA0581.Superseded values are not recommended for survey control.
 DA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0581.See file dsdata.txt to determine how the superseded data were derived.
 DA0581
 DA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB297448(NAD 83)
 DA0581_MARKER: P = PIPE CAP
 DA0581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0581_MARK LOGO: USGS  
 DA0581_PROJECTION: PROJECTING 60 CENTIMETERS
 DA0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0581
 DA0581  HISTORY     - Date     Condition        Report By
 DA0581  HISTORY     - UNK      MONUMENTED       USGS
 DA0581  HISTORY     - 1960     GOOD             NGS
 DA0581  HISTORY     - 1980     GOOD             NGS
 DA0581  HISTORY     - 1980     GOOD             NGS
 DA0581  HISTORY     - 20060219 MARK NOT FOUND   USPSQD
 DA0581  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DA0581
 DA0581                          STATION DESCRIPTION
 DA0581
 DA0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0581'6.2 MI W FROM GILA BEND.
 DA0581'6.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0581'AT GILA BEND, 17 POLES EAST OF MILE POST 849, 38 PACES NORTHEAST OF A
 DA0581'GRADE CROSSING, 110 FEET SOUTH OF THE CENTERLINE OF ABANDONED U.S.
 DA0581'HIGHWAY 80, 59 FEET SOUTH OF A FENCE, 38.8 FEET NORTH OF THE NORTH
 DA0581'RAIL, 5.2 FEET EAST OF TELEPHONE POLE 27F, A BRASS CAP RIVETED TO THE
 DA0581'TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1 FOOT.
 DA0581
 DA0581                          STATION RECOVERY (1980)
 DA0581
 DA0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0581'10.0 KM (6.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0581'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI) SOUTHWEST
 DA0581'OF RAILROAD MILEPOLE 850, AT THE CROSSING OF A GRAVEL ROAD LEADING
 DA0581'SOUTHEAST TO THE GILA FEED YARDS, 11.6 METERS (38.8 FT) NORTHWEST OF
 DA0581'THE NORTHWEST RAIL, 30.3 METERS (99.5 FT) NORTHEAST OF THE CENTERLINE
 DA0581'OF THE GRAVEL ROAD, 33.5 METERS (110 FT) SOUTHEAST OF THE CENTERLINE
 DA0581'OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0581'THE MARK IS 03 METERS  SW FROM A WITNESS POST.
 DA0581'THE MARK IS 03 M BELOW THE TRACKS.
 DA0581
 DA0581                          STATION RECOVERY (1980)
 DA0581
 DA0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0581'10.0 KM (6.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0581'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI) SOUTHWEST
 DA0581'OF RAILROAD MILEPOLE 850, AT THE CROSSING OF A GRAVEL ROAD LEADING
 DA0581'SOUTHEAST TO THE GILA FEED YARDS, 11.6 METERS (38.8 FT) NORTHWEST OF
 DA0581'THE NORTHWEST RAIL, 30.3 METERS (99.5 FT) NORTHEAST OF THE CENTERLINE
 DA0581'OF THE GRAVEL ROAD, 33.5 METERS (110 FT) SOUTHEAST OF THE CENTERLINE
 DA0581'OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0581'THE MARK IS 03 METERS  SW FROM A WITNESS POST.
 DA0581'THE MARK IS 03 M BELOW THE TRACKS.
 DA0581
 DA0581                          STATION RECOVERY (2006)
 DA0581
 DA0581'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0581'NOT RECOVERED. MUCH BRUSH IN AREA..
 DA0581
 DA0581                          STATION RECOVERY (2007)
 DA0581
 DA0581'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0032 ***********************************************************************
 EU0032  DESIGNATION -  728
 EU0032  PID         -  EU0032
 EU0032  STATE/COUNTY-  AZ/MOHAVE
 EU0032  USGS QUAD   -  TOPOCK (1970)
 EU0032
 EU0032                         *CURRENT SURVEY CONTROL
 EU0032  ___________________________________________________________________
 EU0032* NAD 83(1986)-  34 43 42.     (N)    114 26 18.     (W)     SCALED    
 EU0032* NAVD 88     -       222.528  (meters)     730.08   (feet)  ADJUSTED  
 EU0032  ___________________________________________________________________
 EU0032  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0032  DYNAMIC HT  -         222.299 (meters)     729.33  (feet)  COMP
 EU0032  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 EU0032
 EU0032  VERT ORDER  -  FIRST     CLASS II
 EU0032
 EU0032.The horizontal coordinates were scaled from a topographic map and have
 EU0032.an estimated accuracy of +/- 6 seconds.
 EU0032
 EU0032.The orthometric height was determined by differential leveling
 EU0032.and adjusted in June 1991.
 EU0032
 EU0032.The geoid height was determined by GEOID03.
 EU0032
 EU0032.The dynamic height is computed by dividing the NAVD 88
 EU0032.geopotential number by the normal gravity value computed on the
 EU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0032.degrees latitude (g = 980.6199 gals.).
 EU0032
 EU0032.The modeled gravity was interpolated from observed gravity values.
 EU0032
 EU0032;                    North         East    Units  Estimated Accuracy
 EU0032;SPC AZ W     -   413,670.      150,320.      MT  (+/- 180 meters Scaled)
 EU0032
 EU0032                          SUPERSEDED SURVEY CONTROL
 EU0032
 EU0032  NGVD 29 (??/??/??)  221.879  (m)          727.95   (f) ADJUSTED    1 2
 EU0032
 EU0032.Superseded values are not recommended for survey control.
 EU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0032.See file dsdata.txt to determine how the superseded data were derived.
 EU0032
 EU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU345459(NAD 83)
 EU0032_MARKER: DD = SURVEY DISK
 EU0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0032_STAMPING: 16 WR 728 1948
 EU0032_MARK LOGO: USGS  
 EU0032_PROJECTION: PROJECTING 7 CENTIMETERS
 EU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0032+STABILITY: SURFACE MOTION
 EU0032
 EU0032  HISTORY     - Date     Condition        Report By
 EU0032  HISTORY     - 1948     MONUMENTED       USGS
 EU0032  HISTORY     - 1961     GOOD             NGS
 EU0032  HISTORY     - 1981     GOOD             NGS
 EU0032
 EU0032                          STATION DESCRIPTION
 EU0032
 EU0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0032'3.4 MI NE FROM TOPOCK.
 EU0032'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0032'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0032'TO A SIGN EL PASO NATURAL GAS COMPANY, THENCE 0.4 MILES NORTH
 EU0032'AND NORTHEAST ALONG AN ASPHALT PAVED ROAD TO A CATTLE GUARD AND
 EU0032'FENCE LINE, ABOUT 0.05 MILE WEST-NORTHWEST OF THE CATTLE GUARD,
 EU0032'305 FEET NORTHWEST OF THE WEST EDGE OF THE CATTLE GUARD ON THE
 EU0032'ASPHALT PAVED ROAD, 256 FEET NORTHEAST OF A FENCE CORNER, 240
 EU0032'FEET NORTH OF THE FENCE, 94 FEET EAST OF THE FENCE AND EDGE OF
 EU0032'THE RUNWAY, 1.5 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE
 EU0032'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EU0032
 EU0032                          STATION RECOVERY (1981)
 EU0032
 EU0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0032'4.75 KM (2.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0032'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, THENCE 0.7 KM (0.45 MI)
 EU0032'NORTH ALONG NEEDLES MOUNTAIN ROAD, AT THE CROSSING OF A POWER LINE,
 EU0032'99.0 METERS (375 FT) WEST OF THE CENTERLINE OF THE ROAD, 74.4 METERS
 EU0032'(244 FT) NORTH OF A CHAIN LINK FENCE, 28.7 METERS (94 FT) EAST OF A
 EU0032'BARBED WIRE FENCE.
 EU0032'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EU0032'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0176 ***********************************************************************
 ES0176  DESIGNATION -  7291.6
 ES0176  PID         -  ES0176
 ES0176  STATE/COUNTY-  AZ/COCONINO
 ES0176  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0176
 ES0176                         *CURRENT SURVEY CONTROL
 ES0176  ___________________________________________________________________
 ES0176* NAD 83(1986)-  34 28 32.     (N)    110 57 40.     (W)     SCALED    
 ES0176* NAVD 88     -      2226.690  (meters)    7305.40   (feet)  ADJUSTED  
 ES0176  ___________________________________________________________________
 ES0176  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0176  DYNAMIC HT  -        2223.366 (meters)    7294.49  (feet)  COMP
 ES0176  MODELED GRAV-     979,061.7   (mgal)                       NAVD 88
 ES0176
 ES0176  VERT ORDER  -  SECOND    CLASS 0
 ES0176
 ES0176.The horizontal coordinates were scaled from a topographic map and have
 ES0176.an estimated accuracy of +/- 6 seconds.
 ES0176
 ES0176.The orthometric height was determined by differential leveling
 ES0176.and adjusted in June 1991.
 ES0176
 ES0176.The geoid height was determined by GEOID03.
 ES0176
 ES0176.The dynamic height is computed by dividing the NAVD 88
 ES0176.geopotential number by the normal gravity value computed on the
 ES0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0176.degrees latitude (g = 980.6199 gals.).
 ES0176
 ES0176.The modeled gravity was interpolated from observed gravity values.
 ES0176
 ES0176;                    North         East    Units  Estimated Accuracy
 ES0176;SPC AZ C     -   385,820.      301,140.      MT  (+/- 180 meters Scaled)
 ES0176
 ES0176                          SUPERSEDED SURVEY CONTROL
 ES0176
 ES0176  NGVD 29 (??/??/92) 2225.666  (m)         7302.04   (f) ADJ UNCH    2 0
 ES0176
 ES0176.Superseded values are not recommended for survey control.
 ES0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0176.See file dsdata.txt to determine how the superseded data were derived.
 ES0176
 ES0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD035148(NAD 83)
 ES0176_MARKER: R = RIVET
 ES0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0176_SP_SET: TREE
 ES0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0176
 ES0176  HISTORY     - Date     Condition        Report By
 ES0176  HISTORY     - UNK      MONUMENTED       USGS
 ES0176  HISTORY     - 1935     GOOD             NGS
 ES0176
 ES0176                          STATION DESCRIPTION
 ES0176
 ES0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0176'7.6 MI S FROM WALLACE RANGER STA RD JCT.
 ES0176'7.6 MI S ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  47.6 MI S. W. OF
 ES0176'WINSLOW (UNION OIL CO. PLANT) AT THE JUNCTION OF THE VINCENT RANCH
 ES0176'ROAD, 52 FEET SE OF THE CENTER OF THE JUNCTION OF THE ROADS, AND 27
 ES0176'FEET E OF THE CENTERLINE OF THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0874 ***********************************************************************
 DV0874  DESIGNATION -  73 A
 DV0874  PID         -  DV0874
 DV0874  STATE/COUNTY-  AZ/MARICOPA
 DV0874  USGS QUAD   -  WINTERSBURG (1984)
 DV0874
 DV0874                         *CURRENT SURVEY CONTROL
 DV0874  ___________________________________________________________________
 DV0874* NAD 83(1986)-  33 27 33.     (N)    112 45 40.     (W)     SCALED    
 DV0874* NAVD 88     -       315.53   (+/-2cm)    1035.2    (feet)  VERTCON   
 DV0874  ___________________________________________________________________
 DV0874  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DV0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0874
 DV0874.The horizontal coordinates were scaled from a topographic map and have
 DV0874.an estimated accuracy of +/- 6 seconds.
 DV0874
 DV0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0874.The vertical order pertains to the NGVD 29 superseded value.
 DV0874
 DV0874.The geoid height was determined by GEOID03.
 DV0874
 DV0874;                    North         East    Units  Estimated Accuracy
 DV0874;SPC AZ C     -   272,990.      134,860.      MT  (+/- 180 meters Scaled)
 DV0874
 DV0874                          SUPERSEDED SURVEY CONTROL
 DV0874
 DV0874  NGVD 29 (??/??/92)  314.893  (m)         1033.11   (f) ADJ UNCH    2 0
 DV0874
 DV0874.Superseded values are not recommended for survey control.
 DV0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0874.See file dsdata.txt to determine how the superseded data were derived.
 DV0874
 DV0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC363035(NAD 83)
 DV0874_MARKER: DD = SURVEY DISK
 DV0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0874_STAMPING: 73 A 1962
 DV0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0874+STABILITY: SURFACE MOTION
 DV0874
 DV0874  HISTORY     - Date     Condition        Report By
 DV0874  HISTORY     - 1962     MONUMENTED       AZHD
 DV0874  HISTORY     - 1962     GOOD             NGS
 DV0874
 DV0874                          STATION DESCRIPTION
 DV0874
 DV0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0874'11.95 MI SE FROM TONOPAH.
 DV0874'0.2 MILE EAST-SOUTHEAST OF Y 415 73.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0874'DISK STAMPED 73 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0874'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0874'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0644 ***********************************************************************
 ER0644  DESIGNATION -  73 BKC
 ER0644  PID         -  ER0644
 ER0644  STATE/COUNTY-  AZ/APACHE
 ER0644  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0644
 ER0644                         *CURRENT SURVEY CONTROL
 ER0644  ___________________________________________________________________
 ER0644* NAD 83(1986)-  34 13 12.     (N)    109 28 38.     (W)     SCALED    
 ER0644* NAVD 88     -      2236.993  (meters)    7339.20   (feet)  ADJUSTED  
 ER0644  ___________________________________________________________________
 ER0644  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ER0644  DYNAMIC HT  -        2233.548 (meters)    7327.90  (feet)  COMP
 ER0644  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 ER0644
 ER0644  VERT ORDER  -  SECOND    CLASS 0
 ER0644
 ER0644.The horizontal coordinates were scaled from a topographic map and have
 ER0644.an estimated accuracy of +/- 6 seconds.
 ER0644
 ER0644.The orthometric height was determined by differential leveling
 ER0644.and adjusted in June 1991.
 ER0644
 ER0644.The geoid height was determined by GEOID03.
 ER0644
 ER0644.The dynamic height is computed by dividing the NAVD 88
 ER0644.geopotential number by the normal gravity value computed on the
 ER0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0644.degrees latitude (g = 980.6199 gals.).
 ER0644
 ER0644.The modeled gravity was interpolated from observed gravity values.
 ER0644
 ER0644;                    North         East    Units  Estimated Accuracy
 ER0644;SPC AZ E     -   357,270.      276,880.      MT  (+/- 180 meters Scaled)
 ER0644
 ER0644                          SUPERSEDED SURVEY CONTROL
 ER0644
 ER0644  NGVD 29 (??/??/92) 2235.759  (m)         7335.15   (f) ADJ UNCH    2 0
 ER0644
 ER0644.Superseded values are not recommended for survey control.
 ER0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0644.See file dsdata.txt to determine how the superseded data were derived.
 ER0644
 ER0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC402875(NAD 83)
 ER0644_MARKER: DB = BENCH MARK DISK
 ER0644_SETTING: 80 = SET IN A BOULDER
 ER0644_SP_SET: IN DRILL HOLE IN A BOULDER
 ER0644_STAMPING: 73 BKC 1968 7336
 ER0644_MARK LOGO: USGS  
 ER0644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0644+STABILITY: SURFACE MOTION
 ER0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0644+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0644
 ER0644  HISTORY     - Date     Condition        Report By
 ER0644  HISTORY     - 1968     MONUMENTED       USGS
 ER0644
 ER0644                          STATION DESCRIPTION
 ER0644
 ER0644'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0644'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 14.0 MILES
 ER0644'NORTHWEST ALONG U S HIGHWAY 60, 375 FEET WEST OF A ROAD LEADING NORTH
 ER0644'TO A CINDER PIT, 269 FEET NORTH OF THE HIGHWAY, 8 FEET WEST OF A
 ER0644'WITNESS POST AND LARGE CAIRN, SET IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1023 ***********************************************************************
 FR1023  DESIGNATION -  73 EMH
 FR1023  PID         -  FR1023
 FR1023  STATE/COUNTY-  AZ/COCONINO
 FR1023  USGS QUAD   -  BISHOP LAKE (1981)
 FR1023
 FR1023                         *CURRENT SURVEY CONTROL
 FR1023  ___________________________________________________________________
 FR1023* NAD 83(1986)-  35 31 41.     (N)    112 41 43.     (W)     SCALED    
 FR1023* NAVD 88     -      1804.101  (meters)    5918.95   (feet)  POSTED    
 FR1023  ___________________________________________________________________
 FR1023  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 FR1023  DYNAMIC HT  -        1801.670 (meters)    5910.98  (feet)  COMP
 FR1023  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 FR1023
 FR1023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1023
 FR1023.The horizontal coordinates were scaled from a topographic map and have
 FR1023.an estimated accuracy of +/- 6 seconds.
 FR1023
 FR1023.The orthometric height was determined by differential leveling
 FR1023.and adjusted by the  in 1992.
 FR1023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1023.rate of 0.0 thru 1.0 mm/km.
 FR1023
 FR1023.The geoid height was determined by GEOID03.
 FR1023
 FR1023.The dynamic height is computed by dividing the NAVD 88
 FR1023.geopotential number by the normal gravity value computed on the
 FR1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1023.degrees latitude (g = 980.6199 gals.).
 FR1023
 FR1023.The modeled gravity was interpolated from observed gravity values.
 FR1023
 FR1023;                    North         East    Units  Estimated Accuracy
 FR1023;SPC AZ C     -   502,430.      142,750.      MT  (+/- 180 meters Scaled)
 FR1023
 FR1023                          SUPERSEDED SURVEY CONTROL
 FR1023
 FR1023.No superseded survey control is available for this station.
 FR1023
 FR1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE462329(NAD 83)
 FR1023_MARKER: DB = BENCH MARK DISK
 FR1023_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1023_SP_SET: COPPER-CLAD STEEL ROD
 FR1023_STAMPING: 73 EMH 1973 5916
 FR1023_MARK LOGO: USGS  
 FR1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1023
 FR1023  HISTORY     - Date     Condition        Report By
 FR1023  HISTORY     - 1973     MONUMENTED       USGS
 FR1023
 FR1023                          STATION DESCRIPTION
 FR1023
 FR1023'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1023'59.7 KM (36.70 MI) NORTH FROM SELIGMAN.
 FR1023'FROM THE GATE AT SEVEN RANCH, PROCEED 9.4 MILES NORTHWEST ALONG A
 FR1023'DIRT ROAD, 0.1 MILE NORTH OF A CROSSROAD, 28 FEET EAST OF THE
 FR1023'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1023'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0665 ***********************************************************************
 FP0665  DESIGNATION -  73 HLS
 FP0665  PID         -  FP0665
 FP0665  STATE/COUNTY-  AZ/APACHE
 FP0665  USGS QUAD   -  CHAMBERS (1971)
 FP0665
 FP0665                         *CURRENT SURVEY CONTROL
 FP0665  ___________________________________________________________________
 FP0665* NAD 83(1986)-  35 12 53.     (N)    109 26 24.     (W)     SCALED    
 FP0665* NAVD 88     -      1783.961  (meters)    5852.88   (feet)  ADJUSTED  
 FP0665  ___________________________________________________________________
 FP0665  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 FP0665  DYNAMIC HT  -        1781.475 (meters)    5844.72  (feet)  COMP
 FP0665  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 FP0665
 FP0665  VERT ORDER  -  SECOND    CLASS II
 FP0665
 FP0665.The horizontal coordinates were scaled from a topographic map and have
 FP0665.an estimated accuracy of +/- 6 seconds.
 FP0665
 FP0665.The orthometric height was determined by differential leveling
 FP0665.and adjusted in June 1991.
 FP0665
 FP0665.The geoid height was determined by GEOID03.
 FP0665
 FP0665.The dynamic height is computed by dividing the NAVD 88
 FP0665.geopotential number by the normal gravity value computed on the
 FP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0665.degrees latitude (g = 980.6199 gals.).
 FP0665
 FP0665.The modeled gravity was interpolated from observed gravity values.
 FP0665
 FP0665;                    North         East    Units  Estimated Accuracy
 FP0665;SPC AZ E     -   467,640.      279,520.      MT  (+/- 180 meters Scaled)
 FP0665
 FP0665                          SUPERSEDED SURVEY CONTROL
 FP0665
 FP0665  NGVD 29 (??/??/92) 1783.04   (m)         5849.9    (f) COMPUTED    2 2
 FP0665
 FP0665.Superseded values are not recommended for survey control.
 FP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0665.See file dsdata.txt to determine how the superseded data were derived.
 FP0665
 FP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD419979(NAD 83)
 FP0665_MARKER: DB = BENCH MARK DISK
 FP0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0665_SP_SET: COPPER-CLAD STEEL ROD
 FP0665_STAMPING: 73 HLS 1970 5849
 FP0665_MARK LOGO: USGS  
 FP0665_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0665+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0665
 FP0665  HISTORY     - Date     Condition        Report By
 FP0665  HISTORY     - 1970     MONUMENTED       USGS
 FP0665
 FP0665                          STATION DESCRIPTION
 FP0665
 FP0665'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0665'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0665'PROCEED 1.8 MILES NORTH ALONG STATE HIGHWAY 63, 0.1 MILE NORTH OF A
 FP0665'WOODEN POLE POWERLINE CROSSING, 74 FEET WEST OF THE HIGHWAY, 2 FEET
 FP0665'EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 FP0665'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0191 ***********************************************************************
 ER0191  DESIGNATION -  7326.22
 ER0191  PID         -  ER0191
 ER0191  STATE/COUNTY-  AZ/APACHE
 ER0191  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0191
 ER0191                         *CURRENT SURVEY CONTROL
 ER0191  ___________________________________________________________________
 ER0191* NAD 83(1986)-  34 04 58.     (N)    109 12 03.     (W)     SCALED    
 ER0191* NAVD 88     -      2236.149  (meters)    7336.43   (feet)  ADJUSTED  
 ER0191  ___________________________________________________________________
 ER0191  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ER0191  DYNAMIC HT  -        2232.625 (meters)    7324.87  (feet)  COMP
 ER0191  MODELED GRAV-     978,979.9   (mgal)                       NAVD 88
 ER0191
 ER0191  VERT ORDER  -  FIRST     CLASS II
 ER0191
 ER0191.The horizontal coordinates were scaled from a topographic map and have
 ER0191.an estimated accuracy of +/- 6 seconds.
 ER0191
 ER0191.The orthometric height was determined by differential leveling
 ER0191.and adjusted in June 1991.
 ER0191.WARNING-Repeat measurements at this control monument indicate possible
 ER0191.vertical movement.
 ER0191
 ER0191.The geoid height was determined by GEOID03.
 ER0191
 ER0191.The dynamic height is computed by dividing the NAVD 88
 ER0191.geopotential number by the normal gravity value computed on the
 ER0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0191.degrees latitude (g = 980.6199 gals.).
 ER0191
 ER0191.The modeled gravity was interpolated from observed gravity values.
 ER0191
 ER0191;                    North         East    Units  Estimated Accuracy
 ER0191;SPC AZ E     -   342,260.      302,490.      MT  (+/- 180 meters Scaled)
 ER0191
 ER0191                          SUPERSEDED SURVEY CONTROL
 ER0191
 ER0191  NGVD 29 (??/??/92) 2235.149  (m)         7333.15   (f) ADJ UNCH    1 2
 ER0191
 ER0191.Superseded values are not recommended for survey control.
 ER0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0191.See file dsdata.txt to determine how the superseded data were derived.
 ER0191
 ER0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC659727(NAD 83)
 ER0191_MARKER: P = PIPE CAP
 ER0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ER0191_STAMPING: 7326.22 1026 + 27.93 1930
 ER0191_PROJECTION: PROJECTING 30 CENTIMETERS
 ER0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0191
 ER0191  HISTORY     - Date     Condition        Report By
 ER0191  HISTORY     - 1930     MONUMENTED       BPR
 ER0191  HISTORY     - 1934     GOOD             NGS
 ER0191  HISTORY     - 1980     GOOD             NGS
 ER0191
 ER0191                          STATION DESCRIPTION
 ER0191
 ER0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0191'9.8 MI N FROM NUTRIOSO.
 ER0191'9.8 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO, APACHE
 ER0191'COUNTY, 7.1 MILES SOUTHEAST OF EAGAR, 60 FEET SOUTH OF A CATTLE GUARD
 ER0191'AND FENCE LINE, AND 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 ER0191'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 7326.22
 ER0191'1026 + 27.93 1930 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE SET IN
 ER0191'CONCRETE PROJECTING 2 FEET ABOVE GROUND.
 ER0191
 ER0191                          STATION RECOVERY (1980)
 ER0191
 ER0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0191'15.6 KM (9.7 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 ER0191'POST OFFICE IN NUTRIOSO, ALSO 4.2 KM (2.6 MI) SOUTH AND
 ER0191'EAST ALONG U.S. HIGHWAY 180 B FROM THE POST OFFICE IN EAGAR, THENCE
 ER0191'7.4 KM (4.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 180, 0.6
 ER0191'KM (0.4 MI) SOUTHEAST OF MILE POST 407, AT A CATTLE GUARD
 ER0191'ACROSS THE HIGHWAY, 24.0 METERS (78.9 FT) SOUTHEAST OF THE SOUTHEAST
 ER0191'CORNER OF THE CATTLE GUARD, 21.0 METERS (69.0 FT) NORTHEAST OF THE
 ER0191'CENTERLINE OF THE HIGHWAY AND 18.7 METERS (42.6 FT) SOUTH OF A FENCE.
 ER0191'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 ER0191'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0190 ***********************************************************************
 ER0190  DESIGNATION -  7335.86
 ER0190  PID         -  ER0190
 ER0190  STATE/COUNTY-  AZ/APACHE
 ER0190  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0190
 ER0190                         *CURRENT SURVEY CONTROL
 ER0190  ___________________________________________________________________
 ER0190* NAD 83(1986)-  34 04 35.     (N)    109 11 53.     (W)     SCALED    
 ER0190* NAVD 88     -      2239.153  (meters)    7346.29   (feet)  ADJUSTED  
 ER0190  ___________________________________________________________________
 ER0190  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0190  DYNAMIC HT  -        2235.621 (meters)    7334.70  (feet)  COMP
 ER0190  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 ER0190
 ER0190  VERT ORDER  -  FIRST     CLASS II
 ER0190
 ER0190.The horizontal coordinates were scaled from a topographic map and have
 ER0190.an estimated accuracy of +/- 6 seconds.
 ER0190
 ER0190.The orthometric height was determined by differential leveling
 ER0190.and adjusted in June 1991.
 ER0190
 ER0190.The geoid height was determined by GEOID03.
 ER0190
 ER0190.The dynamic height is computed by dividing the NAVD 88
 ER0190.geopotential number by the normal gravity value computed on the
 ER0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0190.degrees latitude (g = 980.6199 gals.).
 ER0190
 ER0190.The modeled gravity was interpolated from observed gravity values.
 ER0190
 ER0190;                    North         East    Units  Estimated Accuracy
 ER0190;SPC AZ E     -   341,550.      302,760.      MT  (+/- 180 meters Scaled)
 ER0190
 ER0190                          SUPERSEDED SURVEY CONTROL
 ER0190
 ER0190  NGVD 29 (??/??/92) 2238.159  (m)         7343.03   (f) ADJ UNCH    1 2
 ER0190
 ER0190.Superseded values are not recommended for survey control.
 ER0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0190.See file dsdata.txt to determine how the superseded data were derived.
 ER0190
 ER0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC662720(NAD 83)
 ER0190_MARKER: P = PIPE CAP
 ER0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ER0190_STAMPING: 7335.86 1930
 ER0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0190
 ER0190  HISTORY     - Date     Condition        Report By
 ER0190  HISTORY     - 1930     MONUMENTED       BPR
 ER0190  HISTORY     - 1934     GOOD             NGS
 ER0190  HISTORY     - 1980     MARK NOT FOUND   NGS
 ER0190
 ER0190                          STATION DESCRIPTION
 ER0190
 ER0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0190'9.3 MI N FROM NUTRIOSO.
 ER0190'9.3 MILES NORTH ALONG U.S. HIGHWY 666 FROM NUTRIOSO, APACHE COUNTY, AT
 ER0190'A SIDE-HILL CUT ON THE WEST SIDE OF THE HIGHWAY, 45 FEET EAST OF THE
 ER0190'CENTERLINE OF THE HIGHWAY, AND 130 FEET WEST OF A CREEK.  A UNITED
 ER0190'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 7335.86 1930 AND
 ER0190'FASTENED ON THE TOP OF A 3-INCH IRON PIPE, SET IN CONCRETE PROJECTING
 ER0190'1 FOOT ABOVE GROUND.
 ER0190
 ER0190                          STATION RECOVERY (1980)
 ER0190
 ER0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0190'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1475 ***********************************************************************
 CZ1475  DESIGNATION -  734+34
 CZ1475  PID         -  CZ1475
 CZ1475  STATE/COUNTY-  AZ/PIMA
 CZ1475  USGS QUAD   -  TUCSON SE (1992)
 CZ1475
 CZ1475                         *CURRENT SURVEY CONTROL
 CZ1475  ___________________________________________________________________
 CZ1475* NAD 83(1986)-  32 03 57.     (N)    110 46 53.     (W)     SCALED    
 CZ1475* NAVD 88     -       918.715  (meters)    3014.15   (feet)  ADJUSTED  
 CZ1475  ___________________________________________________________________
 CZ1475  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CZ1475  DYNAMIC HT  -         917.396 (meters)    3009.82  (feet)  COMP
 CZ1475  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 CZ1475
 CZ1475  VERT ORDER  -  FIRST     CLASS II
 CZ1475
 CZ1475.The horizontal coordinates were scaled from a topographic map and have
 CZ1475.an estimated accuracy of +/- 6 seconds.
 CZ1475
 CZ1475.The orthometric height was determined by differential leveling
 CZ1475.and adjusted in June 1991.
 CZ1475
 CZ1475.The geoid height was determined by GEOID03.
 CZ1475
 CZ1475.The dynamic height is computed by dividing the NAVD 88
 CZ1475.geopotential number by the normal gravity value computed on the
 CZ1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1475.degrees latitude (g = 980.6199 gals.).
 CZ1475
 CZ1475.The modeled gravity was interpolated from observed gravity values.
 CZ1475
 CZ1475;                    North         East    Units  Estimated Accuracy
 CZ1475;SPC AZ C     -   118,730.      320,550.      MT  (+/- 180 meters Scaled)
 CZ1475
 CZ1475                          SUPERSEDED SURVEY CONTROL
 CZ1475
 CZ1475.No superseded survey control is available for this station.
 CZ1475
 CZ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA206477(NAD 83)
 CZ1475_MARKER: DD = SURVEY DISK
 CZ1475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1475_SP_SET: CULVERT HEADWALL
 CZ1475_STAMPING: STA. 734+34 ELEV. 3012.23 1979
 CZ1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1475+STABILITY: SURFACE MOTION
 CZ1475
 CZ1475  HISTORY     - Date     Condition        Report By
 CZ1475  HISTORY     - 1979     MONUMENTED       AZHD
 CZ1475  HISTORY     - 1979     GOOD             NGS
 CZ1475  HISTORY     - 1996     GOOD             USPSQD
 CZ1475
 CZ1475                          STATION DESCRIPTION
 CZ1475
 CZ1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1475'14.3 MI SE FROM TUCSON.
 CZ1475'14.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1475'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.6 MILE NORTHWEST OF HOUGHTON
 CZ1475'ROAD, IN TOP OF THE CENTER OF THE SOUTHWEST HEADWALL FOR A DOUBLE
 CZ1475'CONCRETE BOX CULVERT UNDER INTERSTATE 10, 0.1 MILE NORTHWEST OF MILE
 CZ1475'POST 275, 41 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 CZ1475'AND 9 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 CZ1475'THE MARK IS 4 FT BELOW EASTBOUND LANES.
 CZ1475
 CZ1475                          STATION RECOVERY (1996)
 CZ1475
 CZ1475'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0880 ***********************************************************************
 DV0880  DESIGNATION -  74 B
 DV0880  PID         -  DV0880
 DV0880  STATE/COUNTY-  AZ/MARICOPA
 DV0880  USGS QUAD   -  BUCKEYE NW (1982)
 DV0880
 DV0880                         *CURRENT SURVEY CONTROL
 DV0880  ___________________________________________________________________
 DV0880* NAD 83(1986)-  33 27 10.     (N)    112 44 17.     (W)     SCALED    
 DV0880* NAVD 88     -       328.75   (+/-2cm)    1078.6    (feet)  VERTCON   
 DV0880  ___________________________________________________________________
 DV0880  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0880
 DV0880.The horizontal coordinates were scaled from a topographic map and have
 DV0880.an estimated accuracy of +/- 6 seconds.
 DV0880
 DV0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0880.The vertical order pertains to the NGVD 29 superseded value.
 DV0880
 DV0880.The geoid height was determined by GEOID03.
 DV0880
 DV0880;                    North         East    Units  Estimated Accuracy
 DV0880;SPC AZ C     -   272,270.      137,000.      MT  (+/- 180 meters Scaled)
 DV0880
 DV0880                          SUPERSEDED SURVEY CONTROL
 DV0880
 DV0880  NGVD 29 (??/??/92)  328.109  (m)         1076.47   (f) ADJ UNCH    2 0
 DV0880
 DV0880.Superseded values are not recommended for survey control.
 DV0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0880.See file dsdata.txt to determine how the superseded data were derived.
 DV0880
 DV0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC384028(NAD 83)
 DV0880_MARKER: DD = SURVEY DISK
 DV0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0880_STAMPING: 74 B 1962
 DV0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0880+STABILITY: SURFACE MOTION
 DV0880
 DV0880  HISTORY     - Date     Condition        Report By
 DV0880  HISTORY     - 1962     MONUMENTED       AZHD
 DV0880  HISTORY     - 1962     GOOD             NGS
 DV0880  HISTORY     - 1974     GOOD             NGS
 DV0880
 DV0880                          STATION DESCRIPTION
 DV0880
 DV0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0880'13.45 MI SE FROM TONOPAH.
 DV0880'0.8 MILE EAST-SOUTHEAST OF Z 415 74.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0880'DISK STAMPED 74 B 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0880'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0880'HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0880
 DV0880                          STATION RECOVERY (1974)
 DV0880
 DV0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0881 ***********************************************************************
 DV0881  DESIGNATION -  74 B RESET
 DV0881  PID         -  DV0881
 DV0881  STATE/COUNTY-  AZ/MARICOPA
 DV0881  USGS QUAD   -  BUCKEYE NW (1982)
 DV0881
 DV0881                         *CURRENT SURVEY CONTROL
 DV0881  ___________________________________________________________________
 DV0881* NAD 83(1986)-  33 27 10.     (N)    112 44 18.     (W)     SCALED    
 DV0881* NAVD 88     -       328.43   (+/-2cm)    1077.5    (feet)  VERTCON   
 DV0881  ___________________________________________________________________
 DV0881  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV0881  VERT ORDER  -  THIRD (See Below)
 DV0881
 DV0881.The horizontal coordinates were scaled from a topographic map and have
 DV0881.an estimated accuracy of +/- 6 seconds.
 DV0881
 DV0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0881.The vertical order pertains to the NGVD 29 superseded value.
 DV0881
 DV0881.The geoid height was determined by GEOID03.
 DV0881
 DV0881;                    North         East    Units  Estimated Accuracy
 DV0881;SPC AZ C     -   272,270.      136,970.      MT  (+/- 180 meters Scaled)
 DV0881
 DV0881                          SUPERSEDED SURVEY CONTROL
 DV0881
 DV0881  NGVD 29 (03/28/06)  327.80   (m)         1075.5    (f) RESET       3  
 DV0881
 DV0881.Superseded values are not recommended for survey control.
 DV0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0881.See file dsdata.txt to determine how the superseded data were derived.
 DV0881
 DV0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC384028(NAD 83)
 DV0881_MARKER: DD = SURVEY DISK
 DV0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0881_SP_SET: MONUMENT
 DV0881_STAMPING: 74 B RESET 1974
 DV0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0881
 DV0881  HISTORY     - Date     Condition        Report By
 DV0881  HISTORY     - 1974     MONUMENTED       AZHD
 DV0881
 DV0881                          STATION DESCRIPTION
 DV0881
 DV0881'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0881'16.6 MI SE FROM TONOPAH.
 DV0881'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0881'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0881'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.5 MILES WEST ALONG THE
 DV0881'SOUTH RIGHT OF WAY FENCE LINE.  A 10 INCH CONCRETE MONUMENT WHICH
 DV0881'PROJECTS 1 INCH.  21 FEET EAST OF A DIM TRACK ROAD, 9 1/2 FEET EAST OF
 DV0881'A T-JUNCTION IN THE FENCE LINE AND 1 FOOT SOUTH OF WITNESS POST IN THE
 DV0881'SOUTH RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0645 ***********************************************************************
 ER0645  DESIGNATION -  74 BKC
 ER0645  PID         -  ER0645
 ER0645  STATE/COUNTY-  AZ/APACHE
 ER0645  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0645
 ER0645                         *CURRENT SURVEY CONTROL
 ER0645  ___________________________________________________________________
 ER0645* NAD 83(1986)-  34 13 41.     (N)    109 29 27.     (W)     SCALED    
 ER0645* NAVD 88     -      2227.677  (meters)    7308.64   (feet)  ADJUSTED  
 ER0645  ___________________________________________________________________
 ER0645  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 ER0645  DYNAMIC HT  -        2224.243 (meters)    7297.37  (feet)  COMP
 ER0645  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 ER0645
 ER0645  VERT ORDER  -  SECOND    CLASS 0
 ER0645
 ER0645.The horizontal coordinates were scaled from a topographic map and have
 ER0645.an estimated accuracy of +/- 6 seconds.
 ER0645
 ER0645.The orthometric height was determined by differential leveling
 ER0645.and adjusted in June 1991.
 ER0645
 ER0645.The geoid height was determined by GEOID03.
 ER0645
 ER0645.The dynamic height is computed by dividing the NAVD 88
 ER0645.geopotential number by the normal gravity value computed on the
 ER0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0645.degrees latitude (g = 980.6199 gals.).
 ER0645
 ER0645.The modeled gravity was interpolated from observed gravity values.
 ER0645
 ER0645;                    North         East    Units  Estimated Accuracy
 ER0645;SPC AZ E     -   358,160.      275,620.      MT  (+/- 180 meters Scaled)
 ER0645
 ER0645                          SUPERSEDED SURVEY CONTROL
 ER0645
 ER0645  NGVD 29 (??/??/92) 2226.436  (m)         7304.57   (f) ADJ UNCH    2 0
 ER0645
 ER0645.Superseded values are not recommended for survey control.
 ER0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0645.See file dsdata.txt to determine how the superseded data were derived.
 ER0645
 ER0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC390884(NAD 83)
 ER0645_MARKER: DB = BENCH MARK DISK
 ER0645_SETTING: 66 = SET IN ROCK OUTCROP
 ER0645_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0645_STAMPING: 74 BKC 1968 7306
 ER0645_MARK LOGO: USGS  
 ER0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0645+STABILITY: POSITION/ELEVATION WELL
 ER0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0645+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0645
 ER0645  HISTORY     - Date     Condition        Report By
 ER0645  HISTORY     - 1968     MONUMENTED       USGS
 ER0645
 ER0645                          STATION DESCRIPTION
 ER0645
 ER0645'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0645'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.0 MILES
 ER0645'NORTHWEST ALONG U S HIGHWAY 60, 0.2 MILES EAST OF A ROADSIDE REST
 ER0645'AREA, 67 FEET NORTH OF THE HIGHWAY, 8 FEET SOUTH OF A FENCE, SET IN A
 ER0645'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1024 ***********************************************************************
 FR1024  DESIGNATION -  74 EMH
 FR1024  PID         -  FR1024
 FR1024  STATE/COUNTY-  AZ/COCONINO
 FR1024  USGS QUAD   -  BISHOP LAKE (1981)
 FR1024
 FR1024                         *CURRENT SURVEY CONTROL
 FR1024  ___________________________________________________________________
 FR1024* NAD 83(1986)-  35 32 26.     (N)    112 41 56.     (W)     SCALED    
 FR1024* NAVD 88     -      1827.649  (meters)    5996.21   (feet)  POSTED    
 FR1024  ___________________________________________________________________
 FR1024  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 FR1024  DYNAMIC HT  -        1825.190 (meters)    5988.14  (feet)  COMP
 FR1024  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 FR1024
 FR1024  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1024
 FR1024.The horizontal coordinates were scaled from a topographic map and have
 FR1024.an estimated accuracy of +/- 6 seconds.
 FR1024
 FR1024.The orthometric height was determined by differential leveling
 FR1024.and adjusted by the  in 1992.
 FR1024.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1024.rate of 0.0 thru 1.0 mm/km.
 FR1024
 FR1024.The geoid height was determined by GEOID03.
 FR1024
 FR1024.The dynamic height is computed by dividing the NAVD 88
 FR1024.geopotential number by the normal gravity value computed on the
 FR1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1024.degrees latitude (g = 980.6199 gals.).
 FR1024
 FR1024.The modeled gravity was interpolated from observed gravity values.
 FR1024
 FR1024;                    North         East    Units  Estimated Accuracy
 FR1024;SPC AZ C     -   503,820.      142,430.      MT  (+/- 180 meters Scaled)
 FR1024
 FR1024                          SUPERSEDED SURVEY CONTROL
 FR1024
 FR1024.No superseded survey control is available for this station.
 FR1024
 FR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE459343(NAD 83)
 FR1024_MARKER: DB = BENCH MARK DISK
 FR1024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1024_SP_SET: COPPER-CLAD STEEL ROD
 FR1024_STAMPING: 74 EMH 1973 5993
 FR1024_MARK LOGO: USGS  
 FR1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1024
 FR1024  HISTORY     - Date     Condition        Report By
 FR1024  HISTORY     - 1973     MONUMENTED       USGS
 FR1024
 FR1024                          STATION DESCRIPTION
 FR1024
 FR1024'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1024'60.7 KM (37.70 MI) NORTH FROM SELIGMAN.
 FR1024'FROM THE GATE AT SEVEN RANCH, PROCEED 10.4 MILES NORTHWEST ALONG A
 FR1024'DIRT ROAD, ABOUT 250 FEET SOUTH OF THE BEGINNING OF A CURVE RIGHT, 32
 FR1024'FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET WEST OF A SMALL BUSH.
 FR1024'ROD DEPTH UNKNOWN.
 FR1024'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0666 ***********************************************************************
 FP0666  DESIGNATION -  74 HLS
 FP0666  PID         -  FP0666
 FP0666  STATE/COUNTY-  AZ/APACHE
 FP0666  USGS QUAD   -  CHAMBERS (1971)
 FP0666
 FP0666                         *CURRENT SURVEY CONTROL
 FP0666  ___________________________________________________________________
 FP0666* NAD 83(1986)-  35 12 07.     (N)    109 26 22.     (W)     SCALED    
 FP0666* NAVD 88     -      1768.642  (meters)    5802.62   (feet)  ADJUSTED  
 FP0666  ___________________________________________________________________
 FP0666  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 FP0666  DYNAMIC HT  -        1766.181 (meters)    5794.55  (feet)  COMP
 FP0666  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 FP0666
 FP0666  VERT ORDER  -  SECOND    CLASS II
 FP0666
 FP0666.The horizontal coordinates were scaled from a topographic map and have
 FP0666.an estimated accuracy of +/- 6 seconds.
 FP0666
 FP0666.The orthometric height was determined by differential leveling
 FP0666.and adjusted in June 1991.
 FP0666
 FP0666.The geoid height was determined by GEOID03.
 FP0666
 FP0666.The dynamic height is computed by dividing the NAVD 88
 FP0666.geopotential number by the normal gravity value computed on the
 FP0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0666.degrees latitude (g = 980.6199 gals.).
 FP0666
 FP0666.The modeled gravity was interpolated from observed gravity values.
 FP0666
 FP0666;                    North         East    Units  Estimated Accuracy
 FP0666;SPC AZ E     -   466,220.      279,580.      MT  (+/- 180 meters Scaled)
 FP0666
 FP0666                          SUPERSEDED SURVEY CONTROL
 FP0666
 FP0666  NGVD 29 (??/??/92) 1767.73   (m)         5799.6    (f) COMPUTED    2 2
 FP0666
 FP0666.Superseded values are not recommended for survey control.
 FP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0666.See file dsdata.txt to determine how the superseded data were derived.
 FP0666
 FP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD420965(NAD 83)
 FP0666_MARKER: DB = BENCH MARK DISK
 FP0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FP0666_SP_SET: COPPER-CLAD STEEL ROD
 FP0666_STAMPING: 74 HLS 1970 5799
 FP0666_MARK LOGO: USGS  
 FP0666_MAGNETIC: I = MARKER IS A STEEL ROD
 FP0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0666+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FP0666
 FP0666  HISTORY     - Date     Condition        Report By
 FP0666  HISTORY     - 1970     MONUMENTED       USGS
 FP0666
 FP0666                          STATION DESCRIPTION
 FP0666
 FP0666'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0666'FROM THE JUNCTION OF STATE HIGHWAY 63 AND I-40 AT CHAMBERS, ARIZONA,
 FP0666'PROCEED 0.8 MILES NORTH ALONG STATE HIGHWAY 63, 165 FEET NORTH OF A
 FP0666'ROAD WEST TO THE NAVAJO TRIBAL RANCH, 75 FEET WEST OF THE HIGHWAY, 2
 FP0666'FEET EAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
 FP0666'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0386 ***********************************************************************
 ER0386  DESIGNATION -  7417.03 AZGFD
 ER0386  PID         -  ER0386
 ER0386  STATE/COUNTY-  AZ/APACHE
 ER0386  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0386
 ER0386                         *CURRENT SURVEY CONTROL
 ER0386  ___________________________________________________________________
 ER0386* NAD 83(1986)-  34 03 35.     (N)    109 11 42.     (W)     SCALED    
 ER0386* NAVD 88     -      2261.584  (meters)    7419.88   (feet)  ADJUSTED  
 ER0386  ___________________________________________________________________
 ER0386  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 ER0386  DYNAMIC HT  -        2258.007 (meters)    7408.14  (feet)  COMP
 ER0386  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 ER0386
 ER0386  VERT ORDER  -  FIRST     CLASS II
 ER0386
 ER0386.The horizontal coordinates were scaled from a topographic map and have
 ER0386.an estimated accuracy of +/- 6 seconds.
 ER0386
 ER0386.The orthometric height was determined by differential leveling
 ER0386.and adjusted in June 1991.
 ER0386
 ER0386.The geoid height was determined by GEOID03.
 ER0386
 ER0386.The dynamic height is computed by dividing the NAVD 88
 ER0386.geopotential number by the normal gravity value computed on the
 ER0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0386.degrees latitude (g = 980.6199 gals.).
 ER0386
 ER0386.The modeled gravity was interpolated from observed gravity values.
 ER0386
 ER0386;                    North         East    Units  Estimated Accuracy
 ER0386;SPC AZ E     -   339,700.      303,060.      MT  (+/- 180 meters Scaled)
 ER0386
 ER0386                          SUPERSEDED SURVEY CONTROL
 ER0386
 ER0386.No superseded survey control is available for this station.
 ER0386
 ER0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC665702(NAD 83)
 ER0386_MARKER: DB = BENCH MARK DISK
 ER0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0386_SP_SET: DAM SPILLWAY
 ER0386_STAMPING: 7417.03 968
 ER0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0386+STABILITY: POSITION/ELEVATION WELL
 ER0386
 ER0386  HISTORY     - Date     Condition        Report By
 ER0386  HISTORY     - 1968     MONUMENTED       LOCSUR
 ER0386  HISTORY     - 1980     GOOD             NGS
 ER0386
 ER0386                          STATION DESCRIPTION
 ER0386
 ER0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0386'12.7 KM NW FROM NUTRIOSO.
 ER0386'12.7 KM (7.9 MI) NORTHWEST ALONG U.S HIGHWAY 180 FROM THE
 ER0386'POST OFFICE IN NUTRIOSO, IN THE SOUTHEAST CORNER OF THE NORTHEAST
 ER0386'ABUTMENT OF A DAM SPILLWAY, AT THE NORTHWEST END OF NELSON RESERVOIR,
 ER0386'117.0 METERS (384.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ER0386'0.3 METERS (1.0 FT) NORTHWEST OF THE SOUTHEAST CORNER, NOTE= THIS
 ER0386'DISK IS A AZ GAME AND FISH DEPARTMENT BENCH MARK.
 ER0386'THE MARK IS 0.3 M ABOVE THE DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0337 ***********************************************************************
 FS0337  DESIGNATION -  743+01.25
 FS0337  PID         -  FS0337
 FS0337  STATE/COUNTY-  AZ/MOHAVE
 FS0337  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0337
 FS0337                         *CURRENT SURVEY CONTROL
 FS0337  ___________________________________________________________________
 FS0337* NAD 83(1986)-  35 32 38.     (N)    114 21 47.     (W)     SCALED    
 FS0337* NAVD 88     -       888.635  (meters)    2915.46   (feet)  ADJUSTED  
 FS0337  ___________________________________________________________________
 FS0337  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0337  DYNAMIC HT  -         887.620 (meters)    2912.13  (feet)  COMP
 FS0337  MODELED GRAV-     979,462.2   (mgal)                       NAVD 88
 FS0337
 FS0337  VERT ORDER  -  FIRST     CLASS I
 FS0337
 FS0337.The horizontal coordinates were scaled from a topographic map and have
 FS0337.an estimated accuracy of +/- 6 seconds.
 FS0337
 FS0337.The orthometric height was determined by differential leveling
 FS0337.and adjusted in June 1991.
 FS0337
 FS0337.The geoid height was determined by GEOID03.
 FS0337
 FS0337.The dynamic height is computed by dividing the NAVD 88
 FS0337.geopotential number by the normal gravity value computed on the
 FS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0337.degrees latitude (g = 980.6199 gals.).
 FS0337
 FS0337.The modeled gravity was interpolated from observed gravity values.
 FS0337
 FS0337;                    North         East    Units  Estimated Accuracy
 FS0337;SPC AZ W     -   504,100.      157,770.      MT  (+/- 180 meters Scaled)
 FS0337
 FS0337                          SUPERSEDED SURVEY CONTROL
 FS0337
 FS0337  NGVD 29 (??/??/92)  887.858  (m)         2912.91   (f) ADJ UNCH    1 1
 FS0337
 FS0337.Superseded values are not recommended for survey control.
 FS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0337.See file dsdata.txt to determine how the superseded data were derived.
 FS0337
 FS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV390365(NAD 83)
 FS0337_MARKER: DD = SURVEY DISK
 FS0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0337_SP_SET: CULVERT
 FS0337_STAMPING: 743+01.25 2913.58 1935
 FS0337_MARK LOGO: AZHD  
 FS0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0337
 FS0337  HISTORY     - Date     Condition        Report By
 FS0337  HISTORY     - 1935     MONUMENTED       AZHD
 FS0337  HISTORY     - 1949     GOOD             NGS
 FS0337  HISTORY     - 1982     GOOD             NGS
 FS0337
 FS0337                          STATION DESCRIPTION
 FS0337
 FS0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0337'11.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0337'11.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0337'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST OF
 FS0337'MILEPOST 41, AT A DOUBLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN
 FS0337'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0337'14.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0337'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0337
 FS0337                          STATION RECOVERY (1982)
 FS0337
 FS0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0188 ***********************************************************************
 ER0188  DESIGNATION -  7436.78
 ER0188  PID         -  ER0188
 ER0188  STATE/COUNTY-  AZ/APACHE
 ER0188  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0188
 ER0188                         *CURRENT SURVEY CONTROL
 ER0188  ___________________________________________________________________
 ER0188* NAD 83(1986)-  34 01 46.     (N)    109 11 00.     (W)     SCALED    
 ER0188* NAVD 88     -      2269.701  (meters)    7446.51   (feet)  ADJUSTED  
 ER0188  ___________________________________________________________________
 ER0188  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 ER0188  DYNAMIC HT  -        2266.104 (meters)    7434.71  (feet)  COMP
 ER0188  MODELED GRAV-     978,969.6   (mgal)                       NAVD 88
 ER0188
 ER0188  VERT ORDER  -  FIRST     CLASS II
 ER0188
 ER0188.The horizontal coordinates were scaled from a topographic map and have
 ER0188.an estimated accuracy of +/- 6 seconds.
 ER0188
 ER0188.The orthometric height was determined by differential leveling
 ER0188.and adjusted in June 1991.
 ER0188.WARNING-Repeat measurements at this control monument indicate possible
 ER0188.vertical movement.
 ER0188
 ER0188.The geoid height was determined by GEOID03.
 ER0188
 ER0188.The dynamic height is computed by dividing the NAVD 88
 ER0188.geopotential number by the normal gravity value computed on the
 ER0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0188.degrees latitude (g = 980.6199 gals.).
 ER0188
 ER0188.The modeled gravity was interpolated from observed gravity values.
 ER0188
 ER0188;                    North         East    Units  Estimated Accuracy
 ER0188;SPC AZ E     -   336,360.      304,170.      MT  (+/- 180 meters Scaled)
 ER0188
 ER0188                          SUPERSEDED SURVEY CONTROL
 ER0188
 ER0188  NGVD 29 (??/??/92) 2268.702  (m)         7443.23   (f) ADJ UNCH    1 2
 ER0188
 ER0188.Superseded values are not recommended for survey control.
 ER0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0188.See file dsdata.txt to determine how the superseded data were derived.
 ER0188
 ER0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC677669(NAD 83)
 ER0188_MARKER: P = PIPE CAP
 ER0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ER0188_STAMPING: 7436.78 1930
 ER0188_PROJECTION: PROJECTING 8 CENTIMETERS
 ER0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0188
 ER0188  HISTORY     - Date     Condition        Report By
 ER0188  HISTORY     - 1930     MONUMENTED       BPR
 ER0188  HISTORY     - 1934     GOOD             NGS
 ER0188  HISTORY     - 1935     GOOD             NGS
 ER0188  HISTORY     - 1980     GOOD             NGS
 ER0188
 ER0188                          STATION DESCRIPTION
 ER0188
 ER0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0188'5.8 MI N FROM NUTRIOSO.
 ER0188'5.8 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO, APACHE
 ER0188'COUNTY, 700 FEET NORTH OF A CATTLE GUARD, 200 FEET SOUTHWEST OF OLD
 ER0188'BUILDINGS, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 ER0188'WEST OF A FENCE.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 ER0188'STAMPED 7436.78 1930 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE SET
 ER0188'IN CONCRETE.
 ER0188
 ER0188                          STATION RECOVERY (1935)
 ER0188
 ER0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ER0188'RECOVERED IN GOOD CONDITION.
 ER0188
 ER0188                          STATION RECOVERY (1980)
 ER0188
 ER0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0188'9.0 KM (5.6 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 ER0188'POST OFFICE IN NUTRIOSO, 0.2 KM (0.15 MI) NORTHWEST OF
 ER0188'COUNTY ROAD 116, 20.1 METERS (66.0 FT) SOUTHEAST OF THE CENTER OF A
 ER0188'FIELD ROAD LEADING NORTHEAST TO A WINDMILL, 13.7 METERS (45.0 FT),
 ER0188'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (5.0 FT)
 ER0188'NORTHEAST OF A FENCE.
 ER0188'THE MARK IS 1.7 METERS  NE FROM A WITNESS POST.
 ER0188'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0189 ***********************************************************************
 DB0189  DESIGNATION -  7448
 DB0189  PID         -  DB0189
 DB0189  STATE/COUNTY-  AZ/YUMA
 DB0189  USGS QUAD   -  FORTUNA (1979)
 DB0189
 DB0189                         *CURRENT SURVEY CONTROL
 DB0189  ___________________________________________________________________
 DB0189* NAD 83(1986)-  32 41 36.     (N)    114 26 53.     (W)     SCALED    
 DB0189* NAVD 88     -        70.10   (+/-2cm)     230.0    (feet)  VERTCON   
 DB0189  ___________________________________________________________________
 DB0189  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DB0189  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0189
 DB0189.The horizontal coordinates were scaled from a topographic map and have
 DB0189.an estimated accuracy of +/- 6 seconds.
 DB0189
 DB0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0189.The vertical order pertains to the NGVD 29 superseded value.
 DB0189
 DB0189.The geoid height was determined by GEOID03.
 DB0189
 DB0189;                    North         East    Units  Estimated Accuracy
 DB0189;SPC AZ W     -   187,970.      147,900.      MT  (+/- 180 meters Scaled)
 DB0189
 DB0189                          SUPERSEDED SURVEY CONTROL
 DB0189
 DB0189  NGVD 29 (??/??/??)   69.439  (m)          227.82   (f) ADJUSTED    1 2
 DB0189
 DB0189.Superseded values are not recommended for survey control.
 DB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0189.See file dsdata.txt to determine how the superseded data were derived.
 DB0189
 DB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS392201(NAD 83)
 DB0189_MARKER: P = PIPE CAP
 DB0189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0189_STAMPING: 227.818
 DB0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0189
 DB0189  HISTORY     - Date     Condition        Report By
 DB0189  HISTORY     - UNK      MONUMENTED       USGS
 DB0189  HISTORY     - 1957     GOOD             NGS
 DB0189  HISTORY     - 1968     MARK NOT FOUND   NGS
 DB0189
 DB0189                          STATION DESCRIPTION
 DB0189
 DB0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DB0189'8.5 MI SW FROM DOME.
 DB0189'8.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DB0189'THE STATION AT DOME, YUMA COUNTY, 5-1/2 POLES SOUTHWEST OF
 DB0189'MILEPOST 745, 10 RAILS NORTHWEST OF SEMAPHORE 7448, 2-1/3 RAILS
 DB0189'SOUTHWEST OF CULVERT 744.84, AND 86-1/2 FEET NORTHWEST OF THE
 DB0189'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 DB0189'STANDARD CAP, STAMPED 227.818 AND RIVETED ON THE TOP OF A
 DB0189'3-1/2-INCH IRON PIPE PROJECTING 9 INCHES ABOVE GROUND.
 DB0189'NOTE-- DESCRIPTION SHOULD READ 10 RAILS SOUTHWEST OF SEMAPHORE
 DB0189'7448 INSTEAD OF 10 RAILS NORTHWEST AND PROJECTING 0.8 FOOT ABOVE
 DB0189'GROUND INSTEAD OF 0.9 FOOT.
 DB0189
 DB0189                          STATION RECOVERY (1968)
 DB0189
 DB0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DB0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0102 ***********************************************************************
 DB0102  DESIGNATION -  746
 DB0102  PID         -  DB0102
 DB0102  STATE/COUNTY-  AZ/YUMA
 DB0102  USGS QUAD   -  FORTUNA MINE (1965)
 DB0102
 DB0102                         *CURRENT SURVEY CONTROL
 DB0102  ___________________________________________________________________
 DB0102* NAD 83(1986)-  32 33 10.     (N)    114 20 06.     (W)     SCALED    
 DB0102* NAVD 88     -       228.23   (+/-2cm)     748.8    (feet)  VERTCON   
 DB0102  ___________________________________________________________________
 DB0102  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DB0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0102
 DB0102.The horizontal coordinates were scaled from a topographic map and have
 DB0102.an estimated accuracy of +/- 6 seconds.
 DB0102
 DB0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0102.The vertical order pertains to the NGVD 29 superseded value.
 DB0102
 DB0102.The geoid height was determined by GEOID03.
 DB0102
 DB0102;                    North         East    Units  Estimated Accuracy
 DB0102;SPC AZ W     -   172,320.      158,420.      MT  (+/- 180 meters Scaled)
 DB0102
 DB0102                          SUPERSEDED SURVEY CONTROL
 DB0102
 DB0102  NGVD 29 (??/??/??)  227.554  (m)          746.57   (f) ADJUSTED    2 0
 DB0102
 DB0102.Superseded values are not recommended for survey control.
 DB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0102.See file dsdata.txt to determine how the superseded data were derived.
 DB0102
 DB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS502048(NAD 83)
 DB0102_MARKER: DB = BENCH MARK DISK
 DB0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0102_STAMPING: 746
 DB0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0102+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0102
 DB0102  HISTORY     - Date     Condition        Report By
 DB0102  HISTORY     - UNK      MONUMENTED       USGS
 DB0102  HISTORY     - 1962     GOOD             NGS
 DB0102  HISTORY     - 20060303 GOOD             GEOCAC
 DB0102
 DB0102                          STATION DESCRIPTION
 DB0102
 DB0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0102'17.2 MI SW FROM LIGURTA.
 DB0102'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0102'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0102'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, AT THE
 DB0102'SITE OF THE OLD MINE, 60 FEET WEST NORTHWEST OF THE CENTER LINE
 DB0102'OF A DIM TRAIL ROAD, 36 FEET NORTH OF THE NORTH CORNER OF AN
 DB0102'OLD CONCRETE CELLAR FOUNDATION, 8.0 FEET SOUTHWEST OF A METAL
 DB0102'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A
 DB0102'U.S.G.S. CAP RIVETED ON THE TOP OF A 3-INCH METAL PIPE PROJECTING
 DB0102'18 INCHES.
 DB0102
 DB0102                          STATION RECOVERY (2006)
 DB0102
 DB0102'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0102'FOUND IN GOOD CONDITION AT N 32  33.185 W 114  20.083. THE CAP APPEARS
 DB0102'TO BE HAVE BEEN VANDALIZED BUT IS STILL SERVICEABLE. THERE IS A METAL
 DB0102'WITNESS POST APPROXIMATELY SIX FEET TO THE EAST.
 DB0102' 
 DB0102'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0102'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0102'RESOURCES OFFICE AT THE MCAS-YUMA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0360 ***********************************************************************
 FQ0360  DESIGNATION -  7475
 FQ0360  PID         -  FQ0360
 FQ0360  STATE/COUNTY-  AZ/COCONINO
 FQ0360  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0360
 FQ0360                         *CURRENT SURVEY CONTROL
 FQ0360  ___________________________________________________________________
 FQ0360* NAD 83(1986)-  35 59 39.     (N)    112 00 02.     (W)     SCALED    
 FQ0360* NAVD 88     -      2277.673  (meters)    7472.67   (feet)  POSTED    
 FQ0360  ___________________________________________________________________
 FQ0360  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0360  DYNAMIC HT  -        2274.540 (meters)    7462.39  (feet)  COMP
 FQ0360  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 FQ0360
 FQ0360  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0360
 FQ0360.The horizontal coordinates were scaled from a topographic map and have
 FQ0360.an estimated accuracy of +/- 6 seconds.
 FQ0360
 FQ0360.The orthometric height was determined by differential leveling
 FQ0360.and adjusted by the  in 1992.
 FQ0360.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0360.rate of 0.0 thru 1.0 mm/km.
 FQ0360
 FQ0360.The geoid height was determined by GEOID03.
 FQ0360
 FQ0360.The dynamic height is computed by dividing the NAVD 88
 FQ0360.geopotential number by the normal gravity value computed on the
 FQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0360.degrees latitude (g = 980.6199 gals.).
 FQ0360
 FQ0360.The modeled gravity was interpolated from observed gravity values.
 FQ0360
 FQ0360;                    North         East    Units  Estimated Accuracy
 FQ0360;SPC AZ C     -   553,870.      205,800.      MT  (+/- 180 meters Scaled)
 FQ0360
 FQ0360                          SUPERSEDED SURVEY CONTROL
 FQ0360
 FQ0360  NGVD 29 (??/??/92) 2276.609  (m)         7469.17   (f) ADJ UNCH    2 0
 FQ0360
 FQ0360.Superseded values are not recommended for survey control.
 FQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0360.See file dsdata.txt to determine how the superseded data were derived.
 FQ0360
 FQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE098837(NAD 83)
 FQ0360_MARKER: P = PIPE CAP
 FQ0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0360_STAMPING: 7475 CANYON
 FQ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0360
 FQ0360  HISTORY     - Date     Condition        Report By
 FQ0360  HISTORY     - UNK      MONUMENTED       CGS
 FQ0360  HISTORY     - 1934     GOOD             NGS
 FQ0360  HISTORY     - 20060813 POOR             GEOCAC
 FQ0360
 FQ0360                          STATION DESCRIPTION
 FQ0360
 FQ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0360'10.7 MI E FROM GRAND CANYON.
 FQ0360'ABOUT 10.7 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 FQ0360'GRAND CANYON, COCONINO COUNTY,AT THE EAST END OF A CURVE, AND 29 FEET
 FQ0360'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 FQ0360'SURVEY STANDARD CAP, STAMPED 7475 CANYON AND RIVETED ON THE TOP OF A
 FQ0360'3-1/2-INCH IRON PIPE.
 FQ0360
 FQ0360                          STATION RECOVERY (2006)
 FQ0360
 FQ0360'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FQ0360'THIS MARK IS NO LONGER IN GOOD CONDITION.
 FQ0360'THE PIPE HAS BEEN BENT OR PUSHED OVER AND THE MARK IS NOW AT ABOUT A
 FQ0360'30 DEGREE ANGLE WITH THE GROUND.
 FQ0360'IT IS IN THE CORRECT LOCATION, BUT NO LONGER ACCURATE.
 FQ0360' 
 FQ0360'TO REACH - APPROX. 2.6 MILES WEST OF THE INTERSECTION OF 64 AND
 FQ0360'COCONINO RIM RD., AT THE EAST END OF THE CURVE AND ABOUT 29 FEET SOUTH
 FQ0360'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0884 ***********************************************************************
 DV0884  DESIGNATION -  75 A
 DV0884  PID         -  DV0884
 DV0884  STATE/COUNTY-  AZ/MARICOPA
 DV0884  USGS QUAD   -  BUCKEYE NW (1982)
 DV0884
 DV0884                         *CURRENT SURVEY CONTROL
 DV0884  ___________________________________________________________________
 DV0884* NAD 83(1986)-  33 26 55.     (N)    112 43 08.     (W)     SCALED    
 DV0884* NAVD 88     -       325.24   (+/-2cm)    1067.1    (feet)  VERTCON   
 DV0884  ___________________________________________________________________
 DV0884  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0884
 DV0884.The horizontal coordinates were scaled from a topographic map and have
 DV0884.an estimated accuracy of +/- 6 seconds.
 DV0884
 DV0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0884.The vertical order pertains to the NGVD 29 superseded value.
 DV0884
 DV0884.The geoid height was determined by GEOID03.
 DV0884
 DV0884;                    North         East    Units  Estimated Accuracy
 DV0884;SPC AZ C     -   271,790.      138,780.      MT  (+/- 180 meters Scaled)
 DV0884
 DV0884                          SUPERSEDED SURVEY CONTROL
 DV0884
 DV0884  NGVD 29 (??/??/92)  324.598  (m)         1064.95   (f) ADJ UNCH    2 0
 DV0884
 DV0884.Superseded values are not recommended for survey control.
 DV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0884.See file dsdata.txt to determine how the superseded data were derived.
 DV0884
 DV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC402023(NAD 83)
 DV0884_MARKER: DD = SURVEY DISK
 DV0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0884_STAMPING: 75 A 1962
 DV0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0884+STABILITY: SURFACE MOTION
 DV0884
 DV0884  HISTORY     - Date     Condition        Report By
 DV0884  HISTORY     - 1962     MONUMENTED       AZHD
 DV0884  HISTORY     - 1962     GOOD             NGS
 DV0884  HISTORY     - 1974     GOOD             NGS
 DV0884
 DV0884                          STATION DESCRIPTION
 DV0884
 DV0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0884'14.7 MI SE FROM TONOPAH.
 DV0884'0.55 MILE EAST-SOUTHEAST OF A 416 75.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0884'DISK STAMPED 75 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0884'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0884'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0884
 DV0884                          STATION RECOVERY (1974)
 DV0884
 DV0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0885 ***********************************************************************
 DV0885  DESIGNATION -  75 A RESET
 DV0885  PID         -  DV0885
 DV0885  STATE/COUNTY-  AZ/MARICOPA
 DV0885  USGS QUAD   -  BUCKEYE NW (1982)
 DV0885
 DV0885                         *CURRENT SURVEY CONTROL
 DV0885  ___________________________________________________________________
 DV0885* NAD 83(1986)-  33 26 55.     (N)    112 43 08.     (W)     SCALED    
 DV0885* NAVD 88     -       324.77   (+/-2cm)    1065.5    (feet)  VERTCON   
 DV0885  ___________________________________________________________________
 DV0885  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0885  VERT ORDER  -  THIRD (See Below)
 DV0885
 DV0885.The horizontal coordinates were scaled from a topographic map and have
 DV0885.an estimated accuracy of +/- 6 seconds.
 DV0885
 DV0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0885.The vertical order pertains to the NGVD 29 superseded value.
 DV0885
 DV0885.The geoid height was determined by GEOID03.
 DV0885
 DV0885;                    North         East    Units  Estimated Accuracy
 DV0885;SPC AZ C     -   271,790.      138,780.      MT  (+/- 180 meters Scaled)
 DV0885
 DV0885                          SUPERSEDED SURVEY CONTROL
 DV0885
 DV0885  NGVD 29 (03/28/06)  324.13   (m)         1063.4    (f) RESET       3  
 DV0885
 DV0885.Superseded values are not recommended for survey control.
 DV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0885.See file dsdata.txt to determine how the superseded data were derived.
 DV0885
 DV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC402023(NAD 83)
 DV0885_MARKER: DB = BENCH MARK DISK
 DV0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0885_SP_SET: MONUMENT
 DV0885_STAMPING: 75 A AHD RESET 1974
 DV0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0885
 DV0885  HISTORY     - Date     Condition        Report By
 DV0885  HISTORY     - 1974     MONUMENTED       AZHD
 DV0885
 DV0885                          STATION DESCRIPTION
 DV0885
 DV0885'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0885'15.65 MI SE FROM TONOPAH.
 DV0885'13.15 MILE EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0885'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0885'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 0.55 MILE WEST ALONG THE
 DV0885'SOUTH RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH
 DV0885'PROJECTS 2 INCHES, 36 FEET EAST OF A LONE PALO VERDE TREE WHICH IS
 DV0885'BEING PROTECTED FROM CONSTRUCTION, 12 FEET NORTH OF PROPOSED RIGHT OF
 DV0885'WAY FENCE LINE AND 2 FEET NORTHEAST OF WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0646 ***********************************************************************
 ER0646  DESIGNATION -  75 BKC
 ER0646  PID         -  ER0646
 ER0646  STATE/COUNTY-  AZ/APACHE
 ER0646  USGS QUAD   -  WHITING KNOLL (1969)
 ER0646
 ER0646                         *CURRENT SURVEY CONTROL
 ER0646  ___________________________________________________________________
 ER0646* NAD 83(1986)-  34 14 11.     (N)    109 30 18.     (W)     SCALED    
 ER0646* NAVD 88     -      2233.969  (meters)    7329.28   (feet)  ADJUSTED  
 ER0646  ___________________________________________________________________
 ER0646  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 ER0646  DYNAMIC HT  -        2230.526 (meters)    7317.98  (feet)  COMP
 ER0646  MODELED GRAV-     979,013.6   (mgal)                       NAVD 88
 ER0646
 ER0646  VERT ORDER  -  SECOND    CLASS 0
 ER0646
 ER0646.The horizontal coordinates were scaled from a topographic map and have
 ER0646.an estimated accuracy of +/- 6 seconds.
 ER0646
 ER0646.The orthometric height was determined by differential leveling
 ER0646.and adjusted in June 1991.
 ER0646
 ER0646.The geoid height was determined by GEOID03.
 ER0646
 ER0646.The dynamic height is computed by dividing the NAVD 88
 ER0646.geopotential number by the normal gravity value computed on the
 ER0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0646.degrees latitude (g = 980.6199 gals.).
 ER0646
 ER0646.The modeled gravity was interpolated from observed gravity values.
 ER0646
 ER0646;                    North         East    Units  Estimated Accuracy
 ER0646;SPC AZ E     -   359,070.      274,310.      MT  (+/- 180 meters Scaled)
 ER0646
 ER0646                          SUPERSEDED SURVEY CONTROL
 ER0646
 ER0646.No superseded survey control is available for this station.
 ER0646
 ER0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC376893(NAD 83)
 ER0646_MARKER: DB = BENCH MARK DISK
 ER0646_SETTING: 66 = SET IN ROCK OUTCROP
 ER0646_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0646_STAMPING: 75 BKC 1968 7326
 ER0646_MARK LOGO: USGS  
 ER0646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0646+STABILITY: POSITION/ELEVATION WELL
 ER0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0646+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0646
 ER0646  HISTORY     - Date     Condition        Report By
 ER0646  HISTORY     - 1968     MONUMENTED       USGS
 ER0646
 ER0646                          STATION DESCRIPTION
 ER0646
 ER0646'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0646'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 16.1 MILES
 ER0646'NORTHWEST ALONG U S HIGHWAY 60, 355 FEET SOUTH OF THE HIGHWAY, 149
 ER0646'FEET NORTH OF A LONE JUNIPER TREE, 4 FEET NORTHEAST OF A WITNESS
 ER0646'POST, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1025 ***********************************************************************
 FR1025  DESIGNATION -  75 EMH
 FR1025  PID         -  FR1025
 FR1025  STATE/COUNTY-  AZ/COCONINO
 FR1025  USGS QUAD   -  BISHOP LAKE (1981)
 FR1025
 FR1025                         *CURRENT SURVEY CONTROL
 FR1025  ___________________________________________________________________
 FR1025* NAD 83(1986)-  35 33 05.     (N)    112 41 24.     (W)     SCALED    
 FR1025* NAVD 88     -      1822.404  (meters)    5979.00   (feet)  POSTED    
 FR1025  ___________________________________________________________________
 FR1025  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 FR1025  DYNAMIC HT  -        1819.970 (meters)    5971.02  (feet)  COMP
 FR1025  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 FR1025
 FR1025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1025
 FR1025.The horizontal coordinates were scaled from a topographic map and have
 FR1025.an estimated accuracy of +/- 6 seconds.
 FR1025
 FR1025.The orthometric height was determined by differential leveling
 FR1025.and adjusted by the  in 1992.
 FR1025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1025.rate of 0.0 thru 1.0 mm/km.
 FR1025
 FR1025.The geoid height was determined by GEOID03.
 FR1025
 FR1025.The dynamic height is computed by dividing the NAVD 88
 FR1025.geopotential number by the normal gravity value computed on the
 FR1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1025.degrees latitude (g = 980.6199 gals.).
 FR1025
 FR1025.The modeled gravity was interpolated from observed gravity values.
 FR1025
 FR1025;                    North         East    Units  Estimated Accuracy
 FR1025;SPC AZ C     -   505,020.      143,250.      MT  (+/- 180 meters Scaled)
 FR1025
 FR1025                          SUPERSEDED SURVEY CONTROL
 FR1025
 FR1025.No superseded survey control is available for this station.
 FR1025
 FR1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE468355(NAD 83)
 FR1025_MARKER: DB = BENCH MARK DISK
 FR1025_SETTING: 66 = SET IN ROCK OUTCROP
 FR1025_SP_SET: BEDROCK
 FR1025_STAMPING: 75 EMH 1973 5976
 FR1025_MARK LOGO: USGS  
 FR1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1025+STABILITY: POSITION/ELEVATION WELL
 FR1025
 FR1025  HISTORY     - Date     Condition        Report By
 FR1025  HISTORY     - 1973     MONUMENTED       USGS
 FR1025
 FR1025                          STATION DESCRIPTION
 FR1025
 FR1025'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1025'62.1 KM (38.60 MI) NORTH FROM SELIGMAN.
 FR1025'FROM THE GATE AT SEVEN RANCH, PROCEED 11.3 MILES NORTHWEST ALONG A
 FR1025'DIRT ROAD, ON THE INSIDE OF A CURVE LEFT, ABOUT 280 FEET SOUTH OF A
 FR1025'LOW SADDLE IN THE ROAD, 47 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FR1025'20 FEET NORTHEAST OF A SMALL JUNIPER TREE, IN A ROCK OUTCROP
 FR1025'PROJECTING 0.5 FEET ABOVE THE GROUND.
 FR1025'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0519 ***********************************************************************
 CZ0519  DESIGNATION -  75+16.2
 CZ0519  PID         -  CZ0519
 CZ0519  STATE/COUNTY-  AZ/PIMA
 CZ0519  USGS QUAD   -  MARANA (1992)
 CZ0519
 CZ0519                         *CURRENT SURVEY CONTROL
 CZ0519  ___________________________________________________________________
 CZ0519* NAD 83(1986)-  32 24 24.     (N)    111 08 15.     (W)     SCALED    
 CZ0519* NAVD 88     -       631.740  (meters)    2072.63   (feet)  ADJUSTED  
 CZ0519  ___________________________________________________________________
 CZ0519  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ0519  DYNAMIC HT  -         630.902 (meters)    2069.88  (feet)  COMP
 CZ0519  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 CZ0519  OBS GRAVITY -     979,295.7   (mgal)                       GRAV_OBS
 CZ0519
 CZ0519  VERT ORDER  -  FIRST     CLASS II
 CZ0519
 CZ0519.The horizontal coordinates were scaled from a topographic map and have
 CZ0519.an estimated accuracy of +/- 6 seconds.
 CZ0519
 CZ0519.The orthometric height was determined by differential leveling
 CZ0519.and adjusted in June 1991.
 CZ0519
 CZ0519.The geoid height was determined by GEOID03.
 CZ0519
 CZ0519.The dynamic height is computed by dividing the NAVD 88
 CZ0519.geopotential number by the normal gravity value computed on the
 CZ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0519.degrees latitude (g = 980.6199 gals.).
 CZ0519
 CZ0519.The modeled gravity was interpolated from observed gravity values.
 CZ0519.The observed gravity was obtained from relative gravimeter ties
 CZ0519.to the IGSN71 gravity network.
 CZ0519
 CZ0519;                    North         East    Units  Estimated Accuracy
 CZ0519;SPC AZ C     -   156,230.      286,650.      MT  (+/- 180 meters Scaled)
 CZ0519
 CZ0519                          SUPERSEDED SURVEY CONTROL
 CZ0519
 CZ0519  NGVD 29 (??/??/92)  631.108  (m)         2070.56   (f) ADJ UNCH    1 2
 CZ0519
 CZ0519.Superseded values are not recommended for survey control.
 CZ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0519.See file dsdata.txt to determine how the superseded data were derived.
 CZ0519
 CZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA870855(NAD 83)
 CZ0519_MARKER: DD = SURVEY DISK
 CZ0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0519_SP_SET: CULVERT
 CZ0519_STAMPING: 2070.91 75+16.2
 CZ0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0519+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0519
 CZ0519  HISTORY     - Date     Condition        Report By
 CZ0519  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0519  HISTORY     - 1951     GOOD             NGS
 CZ0519  HISTORY     - 1980     GOOD             NGS
 CZ0519  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0519
 CZ0519                          STATION DESCRIPTION
 CZ0519
 CZ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0519'0.9 MI SE FROM RILLITO.
 CZ0519'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0519'RAILROAD FROM THE RAILROAD STATION AT RILLITO, IN TOP OF THE
 CZ0519'APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF A LARGE DOUBLE
 CZ0519'BOX-TYPE CONCRETE HIGHWAY CULVERT, 69.3 FEET NORTHWEST OF TELEGRAPH
 CZ0519'POLE 4, 32.7 FEET NORTHEAST OF RILLITO AZI, 16 FEET NORTHEAST OF THE
 CZ0519'CENTERLINE OF THE WEST BOUND HIGHWAY TRAFFIC LANE AND ABOUT 1/2 FOOT
 CZ0519'HIGHER THAN THE HIGHWAY IN ELEVATION.
 CZ0519
 CZ0519                          STATION RECOVERY (1980)
 CZ0519
 CZ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0519'26.2 KILOMETERS (16.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0519'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ0519'NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT UNDER THE FRONTAGE ROAD,
 CZ0519'34.1 METERS (112 FEET) SOUTHWEST OF THE SOUTHWEST RAIL AT THE NORTH
 CZ0519'END OF RAILROAD BRIDGE 967.58, 9.9 METERS (32.7 FEET) NORTHEAST OF
 CZ0519'BENCH MARK RILLITO AZ MK, 4.9 METERS (16 FEET) NORTHEAST OF THE
 CZ0519'CENTERLINE OF THE ROAD AND 3.4 METERS (11.2 FEET) SOUTHEAST OF THE
 CZ0519'NORTHWEST END OF THE HEADWALL.
 CZ0519'THE MARK IS 0.1 M ABOVE THE ROAD.
 CZ0519
 CZ0519                          STATION RECOVERY (2006)
 CZ0519
 CZ0519'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0697 ***********************************************************************
 DA0697  DESIGNATION -  75+19
 DA0697  PID         -  DA0697
 DA0697  STATE/COUNTY-  AZ/MARICOPA
 DA0697  USGS QUAD   -  GILA BEND (1973)
 DA0697
 DA0697                         *CURRENT SURVEY CONTROL
 DA0697  ___________________________________________________________________
 DA0697* NAD 83(1986)-  32 57 24.     (N)    112 41 51.     (W)     SCALED    
 DA0697* NAVD 88     -       225.663  (meters)     740.36   (feet)  ADJUSTED  
 DA0697  ___________________________________________________________________
 DA0697  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0697  DYNAMIC HT  -         225.395 (meters)     739.48  (feet)  COMP
 DA0697  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 DA0697
 DA0697  VERT ORDER  -  FIRST     CLASS II
 DA0697
 DA0697.The horizontal coordinates were scaled from a topographic map and have
 DA0697.an estimated accuracy of +/- 6 seconds.
 DA0697
 DA0697.The orthometric height was determined by differential leveling
 DA0697.and adjusted in June 1991.
 DA0697
 DA0697.The geoid height was determined by GEOID03.
 DA0697
 DA0697.The dynamic height is computed by dividing the NAVD 88
 DA0697.geopotential number by the normal gravity value computed on the
 DA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0697.degrees latitude (g = 980.6199 gals.).
 DA0697
 DA0697.The modeled gravity was interpolated from observed gravity values.
 DA0697
 DA0697;                    North         East    Units  Estimated Accuracy
 DA0697;SPC AZ C     -   217,220.      140,360.      MT  (+/- 180 meters Scaled)
 DA0697
 DA0697                          SUPERSEDED SURVEY CONTROL
 DA0697
 DA0697  NGVD 29 (??/??/92)  225.053  (m)          738.36   (f) ADJ UNCH    1 2
 DA0697
 DA0697.Superseded values are not recommended for survey control.
 DA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0697.See file dsdata.txt to determine how the superseded data were derived.
 DA0697
 DA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB413477(NAD 83)
 DA0697_MARKER: DD = SURVEY DISK
 DA0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0697_SP_SET: CULVERT
 DA0697_STAMPING: 738.60 75+19 30
 DA0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0697+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA0697
 DA0697  HISTORY     - Date     Condition        Report By
 DA0697  HISTORY     - UNK      MONUMENTED       AZHD
 DA0697  HISTORY     - 1967     GOOD             NGS
 DA0697  HISTORY     - 1980     GOOD             NGS
 DA0697  HISTORY     - 1980     GOOD             NGS
 DA0697  HISTORY     - 1981     GOOD             NGS
 DA0697  HISTORY     - 20060220 GOOD             USPSQD
 DA0697  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DA0697
 DA0697                          STATION DESCRIPTION
 DA0697
 DA0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0697'1.35 MI NE FROM GILA BEND.
 DA0697'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0697'GILA BEND, THENCE 0.5 MILE NORTHEAST ALONG THE ARLINGTON-HASSAYAMPA
 DA0697'ROAD, WHICH IS OLD U. S. HIGHWAY 80, IN SECTION 29, T 5 S, R 4 W, 14
 DA0697'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DA0697'CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A LARGE
 DA0697'CONCRETE CULVERT, ABOUT 4 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 DA0697
 DA0697                          STATION RECOVERY (1980)
 DA0697
 DA0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0697'RECOVERED IN GOOD CONDITION.
 DA0697
 DA0697                          STATION RECOVERY (1980)
 DA0697
 DA0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0697'RECOVERED IN GOOD CONDITION.
 DA0697
 DA0697                          STATION RECOVERY (1981)
 DA0697
 DA0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0697'RECOVERED IN GOOD CONDITION.
 DA0697
 DA0697                          STATION RECOVERY (2006)
 DA0697
 DA0697'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0697'RECOVERED AS DESCRIBED.
 DA0697
 DA0697                          STATION RECOVERY (2007)
 DA0697
 DA0697'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0697'THE CULVERT HAS APPARENTLY BEEN REBUILT. THE MARK NOW MONUMENTED THERE
 DA0697'IS STAMPED 739.16.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0238 ***********************************************************************
 GQ0238  DESIGNATION -  7532
 GQ0238  PID         -  GQ0238
 GQ0238  STATE/COUNTY-  AZ/COCONINO
 GQ0238  USGS QUAD   -  POWELL PLATEAU (1988)
 GQ0238
 GQ0238                         *CURRENT SURVEY CONTROL
 GQ0238  ___________________________________________________________________
 GQ0238* NAD 83(1992)-  36 20 39.14877(N)    112 22 54.05738(W)     ADJUSTED  
 GQ0238* NAVD 88     -      2294.6    (meters)    7528.     (feet)  VERTCON   
 GQ0238  ___________________________________________________________________
 GQ0238  LAPLACE CORR-          14.08  (seconds)                    DEFLEC99
 GQ0238  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 GQ0238  HORZ ORDER  -  THIRD
 GQ0238
 GQ0238.The horizontal coordinates were established by classical geodetic methods
 GQ0238.and adjusted by the National Geodetic Survey in August 1993.
 GQ0238
 GQ0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0238
 GQ0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0238
 GQ0238.The geoid height was determined by GEOID03.
 GQ0238
 GQ0238;                    North         East     Units Scale Factor Converg.
 GQ0238;SPC AZ C     -   592,803.529   171,619.442   MT  0.99992146   -0 16 32.1
 GQ0238;SPC AZ C     - 1,944,893.47    563,055.91   iFT  0.99992146   -0 16 32.1
 GQ0238;UTM  12      - 4,023,013.326   376,012.018   MT  0.99978941   -0 49 08.2
 GQ0238
 GQ0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0238!SPC AZ C     -   0.99964355  x   0.99992146  =   0.99956503
 GQ0238!UTM  12      -   0.99964355  x   0.99978941  =   0.99943303
 GQ0238
 GQ0238:                Primary Azimuth Mark                     Grid Az
 GQ0238:SPC AZ C     -  MILLET                                   334 02 38.0
 GQ0238:UTM  12      -  MILLET                                   334 35 14.1
 GQ0238
 GQ0238|---------------------------------------------------------------------|
 GQ0238| PID    Reference Object                     Distance      Geod. Az  |
 GQ0238|                                                           dddmmss.s |
 GQ0238| GQ0304 MILLET                              APPROX.11.1 KM 3334605.9 |
 GQ0238|---------------------------------------------------------------------|
 GQ0238
 GQ0238                          SUPERSEDED SURVEY CONTROL
 GQ0238
 GQ0238  NAD 83(1986)-  36 20 39.14049(N)    112 22 54.05236(W) AD(       ) 3
 GQ0238  NGVD 29 (05/08/89) 2293.6    (m)         7525.     (f) VERT ANG    3  
 GQ0238
 GQ0238.Superseded values are not recommended for survey control.
 GQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0238.See file dsdata.txt to determine how the superseded data were derived.
 GQ0238
 GQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7601223013(NAD 83)
 GQ0238_MARKER: DD = SURVEY DISK
 GQ0238_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0238_SP_SET: SET IN A ROCK LEDGE
 GQ0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0238+STABILITY: POSITION/ELEVATION WELL
 GQ0238
 GQ0238  HISTORY     - Date     Condition        Report By
 GQ0238  HISTORY     - 1956     MONUMENTED       USGS
 GQ0238
 GQ0238                          STATION DESCRIPTION
 GQ0238
 GQ0238'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0238'LOCATED ABOUT 20 MI NW. OF U.S. NATIONAL PARK SERVICE
 GQ0238'HEADQUARTERS NORTH RIM, 10 MI N. OF COLORADO RIVER ON EXTREME
 GQ0238'NORTHWEST END OF POWELL PLATEAU.
 GQ0238'
 GQ0238'TO REACH FROM USNPS ENTRANCE STATION ON STATE HWY. 67, DRIVE 0.7
 GQ0238'MI S. ALONG HWY.  TURN RIGHT FOLLOWING POINT SUBLIME RD. 6.8 MI
 GQ0238'SW. TO RD. FORKS.  TAKE RIGHT FORK 0.4 MI TO RD. FORKS AT TOP OF
 GQ0238'RIDGE.  TAKE LEFT FORK STRAIGHT AHEAD 5.5 MI TO RD. FORKS.  TAKE
 GQ0238'LEFT FORK 7.6 MI TO SWAMP POINT AND END OF RD.  PACK SW. ALONG
 GQ0238'TRAIL THROUGH POWELL SADDLE TO FIRE CACHE ON NORTH END OF POWELL
 GQ0238'PLATEAU.  FOLLOW NORTH RIM OF PLATEAU W. TO NORTHWEST END AND
 GQ0238'STATION.  A 1-1/2 HOUR PACK.
 GQ0238'
 GQ0238'STATION MARK--USGS ALUMINUM TABLET STAMPED---9 13 1923 7532 VA---,
 GQ0238'CEMENTED IN LIMESTONE LEDGE.
 GQ0238'
 GQ0238'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 8-INCH PINON
 GQ0238'TREE.
 GQ0238'
 GQ0238'RM 2--COPPER NAIL AND WASHER WEDGED IN LIMESTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0239 ***********************************************************************
 GQ0239  DESIGNATION -  7555
 GQ0239  PID         -  GQ0239
 GQ0239  STATE/COUNTY-  AZ/COCONINO
 GQ0239  USGS QUAD   -  KING ARTHUR CASTLE (1988)
 GQ0239
 GQ0239                         *CURRENT SURVEY CONTROL
 GQ0239  ___________________________________________________________________
 GQ0239* NAD 83(1992)-  36 17 14.29033(N)    112 21 38.66762(W)     ADJUSTED  
 GQ0239* NAVD 88     -      2301.8    (meters)    7552.     (feet)  VERTCON   
 GQ0239  ___________________________________________________________________
 GQ0239  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GQ0239  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GQ0239  HORZ ORDER  -  THIRD
 GQ0239
 GQ0239.The horizontal coordinates were established by classical geodetic methods
 GQ0239.and adjusted by the National Geodetic Survey in August 1993.
 GQ0239
 GQ0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0239
 GQ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0239
 GQ0239.The geoid height was determined by GEOID03.
 GQ0239
 GQ0239;                    North         East     Units Scale Factor Converg.
 GQ0239;SPC AZ C     -   586,480.797   173,470.222   MT  0.99991960   -0 15 46.2
 GQ0239;SPC AZ C     - 1,924,149.60    569,128.02   iFT  0.99991960   -0 15 46.2
 GQ0239;UTM  12      - 4,016,674.187   377,802.557   MT  0.99978398   -0 48 19.6
 GQ0239
 GQ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0239!SPC AZ C     -   0.99964244  x   0.99991960  =   0.99956207
 GQ0239!UTM  12      -   0.99964244  x   0.99978398  =   0.99942650
 GQ0239
 GQ0239:                Primary Azimuth Mark                     Grid Az
 GQ0239:SPC AZ C     -  EMERALD                                  062 20 40.0
 GQ0239:UTM  12      -  EMERALD                                  062 53 13.4
 GQ0239
 GQ0239|---------------------------------------------------------------------|
 GQ0239| PID    Reference Object                     Distance      Geod. Az  |
 GQ0239|                                                           dddmmss.s |
 GQ0239| GQ0303 EMERALD                             APPROX. 3.6 KM 0620453.8 |
 GQ0239|---------------------------------------------------------------------|
 GQ0239
 GQ0239                          SUPERSEDED SURVEY CONTROL
 GQ0239
 GQ0239  NAD 83(1986)-  36 17 14.28662(N)    112 21 38.66935(W) AD(       ) 3
 GQ0239  NGVD 29 (05/08/89) 2300.9    (m)         7549.     (f) VERT ANG    3  
 GQ0239
 GQ0239.Superseded values are not recommended for survey control.
 GQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0239.See file dsdata.txt to determine how the superseded data were derived.
 GQ0239
 GQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7780316674(NAD 83)
 GQ0239_MARKER: DD = SURVEY DISK
 GQ0239_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0239_SP_SET: SET IN A ROCK LEDGE
 GQ0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0239+STABILITY: POSITION/ELEVATION WELL
 GQ0239
 GQ0239  HISTORY     - Date     Condition        Report By
 GQ0239  HISTORY     - 1956     MONUMENTED       USGS
 GQ0239
 GQ0239                          STATION DESCRIPTION
 GQ0239
 GQ0239'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0239'LOCATED ABOUT 17 MI NW. OF U.S. NATIONAL PARK SERVICE
 GQ0239'HEADQUARTERS NORTH RIM, 3 MI N. OF COLORADO RIVER.  ON SOUTHEAST
 GQ0239'END OF POWELL PLATEAU.
 GQ0239'
 GQ0239'TO REACH FROM USNPS ENTRANCE STATION ON STATE HWY. 67, DRIVE 0.7
 GQ0239'MI S. ALONG HWY.  TURN RIGHT FOLLOWING POINT SUBLIME RD. 6.8 MI
 GQ0239'SW. TO RD. FORKS.  TAKE RIGHT FORK 0.4 MI TO RD. FORKS AT TOP OF
 GQ0239'RIDGE.  TAKE LEFT FORK STRAIGHT AHEAD 5.5 MI TO RD. FORKS, TAKE
 GQ0239'LEFT FORK 7.6 MI TO SWAMP POINT AND END OF RD.  PACK SW. ALONG
 GQ0239'TRAIL THROUGH POWELL SADDLE AND FOLLOW TRAIL ALONG EAST EDGE OF
 GQ0239'POWELL PLATEAU TO END OF TRAIL, CONTINUE ALONG EAST SIDE OF
 GQ0239'PLATEAU TO SOUTHEAST CORNER AND STATION.  A 2-1/2 HOUR PACK.
 GQ0239'
 GQ0239'STATION MARK--ALUMINUM TABLET STAMPED---VABM 7555 9 12 1905---,
 GQ0239'CEMENTED IN ROCK LEDGE.
 GQ0239'
 GQ0239'RM 1--SMALL TRIANGLE BLAZED ON SOUTH SIDE OF LARGE JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0336 ***********************************************************************
 FS0336  DESIGNATION -  756+76.25
 FS0336  PID         -  FS0336
 FS0336  STATE/COUNTY-  AZ/MOHAVE
 FS0336  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0336
 FS0336                         *CURRENT SURVEY CONTROL
 FS0336  ___________________________________________________________________
 FS0336* NAD 83(1986)-  35 32 46.     (N)    114 21 51.     (W)     SCALED    
 FS0336* NAVD 88     -       884.663  (meters)    2902.43   (feet)  POSTED    
 FS0336  ___________________________________________________________________
 FS0336  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0336  DYNAMIC HT  -         883.650 (meters)    2899.11  (feet)  COMP
 FS0336  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 FS0336
 FS0336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0336
 FS0336.The horizontal coordinates were scaled from a topographic map and have
 FS0336.an estimated accuracy of +/- 6 seconds.
 FS0336
 FS0336.The orthometric height was determined by differential leveling
 FS0336.and adjusted by the  in 1992.
 FS0336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0336.rate of 0.0 thru 1.0 mm/km.
 FS0336
 FS0336.The geoid height was determined by GEOID03.
 FS0336
 FS0336.The dynamic height is computed by dividing the NAVD 88
 FS0336.geopotential number by the normal gravity value computed on the
 FS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0336.degrees latitude (g = 980.6199 gals.).
 FS0336
 FS0336.The modeled gravity was interpolated from observed gravity values.
 FS0336
 FS0336;                    North         East    Units  Estimated Accuracy
 FS0336;SPC AZ W     -   504,350.      157,670.      MT  (+/- 180 meters Scaled)
 FS0336
 FS0336                          SUPERSEDED SURVEY CONTROL
 FS0336
 FS0336  NGVD 29 (??/??/92)  883.892  (m)         2899.90   (f) ADJ UNCH    1 1
 FS0336
 FS0336.Superseded values are not recommended for survey control.
 FS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0336.See file dsdata.txt to determine how the superseded data were derived.
 FS0336
 FS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV389368(NAD 83)
 FS0336_MARKER: DD = SURVEY DISK
 FS0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0336_SP_SET: CULVERT
 FS0336_STAMPING: 756+76.25 2900.52 1935
 FS0336_MARK LOGO: AZHD  
 FS0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0336
 FS0336  HISTORY     - Date     Condition        Report By
 FS0336  HISTORY     - 1935     MONUMENTED       AZHD
 FS0336  HISTORY     - 1949     GOOD             NGS
 FS0336  HISTORY     - 1982     GOOD             NGS
 FS0336
 FS0336                          STATION DESCRIPTION
 FS0336
 FS0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0336'12.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0336'12.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0336'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE NORTHWEST
 FS0336'OF MILEPOST 41, AT A DOUBLE 3- BY 10-FOOT CONCRETE BOX CULVERT,
 FS0336'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0336'14.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0336'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0336
 FS0336                          STATION RECOVERY (1982)
 FS0336
 FS0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0336'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0196 ***********************************************************************
 ES0196  DESIGNATION -  7578.5
 ES0196  PID         -  ES0196
 ES0196  STATE/COUNTY-  AZ/COCONINO
 ES0196  USGS QUAD   -  WOODS CANYON (1990)
 ES0196
 ES0196                         *CURRENT SURVEY CONTROL
 ES0196  ___________________________________________________________________
 ES0196* NAD 83(1986)-  34 18 33.     (N)    110 55 31.     (W)     SCALED    
 ES0196* NAVD 88     -      2310.904  (meters)    7581.69   (feet)  ADJUSTED  
 ES0196  ___________________________________________________________________
 ES0196  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0196  DYNAMIC HT  -        2307.437 (meters)    7570.32  (feet)  COMP
 ES0196  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 ES0196
 ES0196  VERT ORDER  -  SECOND    CLASS 0
 ES0196
 ES0196.The horizontal coordinates were scaled from a topographic map and have
 ES0196.an estimated accuracy of +/- 6 seconds.
 ES0196
 ES0196.The orthometric height was determined by differential leveling
 ES0196.and adjusted in June 1991.
 ES0196
 ES0196.The geoid height was determined by GEOID03.
 ES0196
 ES0196.The dynamic height is computed by dividing the NAVD 88
 ES0196.geopotential number by the normal gravity value computed on the
 ES0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0196.degrees latitude (g = 980.6199 gals.).
 ES0196
 ES0196.The modeled gravity was interpolated from observed gravity values.
 ES0196
 ES0196;                    North         East    Units  Estimated Accuracy
 ES0196;SPC AZ C     -   367,390.      304,610.      MT  (+/- 180 meters Scaled)
 ES0196
 ES0196                          SUPERSEDED SURVEY CONTROL
 ES0196
 ES0196  NGVD 29 (??/??/92) 2309.906  (m)         7578.42   (f) ADJ UNCH    2 0
 ES0196
 ES0196.Superseded values are not recommended for survey control.
 ES0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0196.See file dsdata.txt to determine how the superseded data were derived.
 ES0196
 ES0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC068964(NAD 83)
 ES0196_MARKER: R = RIVET
 ES0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0196_SP_SET: TREE
 ES0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0196
 ES0196  HISTORY     - Date     Condition        Report By
 ES0196  HISTORY     - UNK      MONUMENTED       USGS
 ES0196  HISTORY     - 1935     GOOD             NGS
 ES0196  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0196
 ES0196                          STATION DESCRIPTION
 ES0196
 ES0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0196'62.9 MI SW FROM WINSLOW.
 ES0196'3.6 MI N AND W ALONG ROADS TO PROMOTORY TOWER AND WINSLOW 62.9 MI S.W.
 ES0196'OF WINSLOW (UNION OIL CO PLANT) AT THE BOUNDARY BETWEEN THE SITGRAVES
 ES0196'AND TONTO NATIONAL FORESTS, 0.3 MI SW OF THE JUNCTION OF THE OLD ROAD
 ES0196'DOWN GORDON CANYON, 12 FEET NW OF THE CENTER OF A GATE (BOUNDARY
 ES0196'BETWEEN SITGRAVES AND TONTO FORESTS),. 5 FEET W OF THE CENTERLINE OF
 ES0196'THE ROAD, AND SET IN THE BASE OF A PINE TREE.
 ES0196
 ES0196                          STATION RECOVERY (2005)
 ES0196
 ES0196'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0890 ***********************************************************************
 DV0890  DESIGNATION -  76 A
 DV0890  PID         -  DV0890
 DV0890  STATE/COUNTY-  AZ/MARICOPA
 DV0890  USGS QUAD   -  BUCKEYE NW (1982)
 DV0890
 DV0890                         *CURRENT SURVEY CONTROL
 DV0890  ___________________________________________________________________
 DV0890* NAD 83(1986)-  33 26 42.     (N)    112 42 13.     (W)     SCALED    
 DV0890* NAVD 88     -       323.93   (+/-2cm)    1062.8    (feet)  VERTCON   
 DV0890  ___________________________________________________________________
 DV0890  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0890
 DV0890.The horizontal coordinates were scaled from a topographic map and have
 DV0890.an estimated accuracy of +/- 6 seconds.
 DV0890
 DV0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0890.The vertical order pertains to the NGVD 29 superseded value.
 DV0890
 DV0890.The geoid height was determined by GEOID03.
 DV0890
 DV0890;                    North         East    Units  Estimated Accuracy
 DV0890;SPC AZ C     -   271,380.      140,200.      MT  (+/- 180 meters Scaled)
 DV0890
 DV0890                          SUPERSEDED SURVEY CONTROL
 DV0890
 DV0890  NGVD 29 (??/??/92)  323.288  (m)         1060.65   (f) ADJ UNCH    2 0
 DV0890
 DV0890.Superseded values are not recommended for survey control.
 DV0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0890.See file dsdata.txt to determine how the superseded data were derived.
 DV0890
 DV0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC416019(NAD 83)
 DV0890_MARKER: DD = SURVEY DISK
 DV0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0890_STAMPING: 76 A 1962
 DV0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0890+STABILITY: SURFACE MOTION
 DV0890
 DV0890  HISTORY     - Date     Condition        Report By
 DV0890  HISTORY     - 1962     MONUMENTED       AZHD
 DV0890  HISTORY     - 1962     GOOD             NGS
 DV0890  HISTORY     - 1974     GOOD             NGS
 DV0890
 DV0890                          STATION DESCRIPTION
 DV0890
 DV0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0890'15.55 MI SE FROM TONOPAH.
 DV0890'0.5 MILE EAST-SOUTHEAST OF B 416 76.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0890'DISK STAMPED 76 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0890'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0890'HIGHWAY 10, 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0890
 DV0890                          STATION RECOVERY (1974)
 DV0890
 DV0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0891 ***********************************************************************
 DV0891  DESIGNATION -  76 A RESET
 DV0891  PID         -  DV0891
 DV0891  STATE/COUNTY-  AZ/MARICOPA
 DV0891  USGS QUAD   -  BUCKEYE NW (1982)
 DV0891
 DV0891                         *CURRENT SURVEY CONTROL
 DV0891  ___________________________________________________________________
 DV0891* NAD 83(1986)-  33 26 42.     (N)    112 42 13.     (W)     SCALED    
 DV0891* NAVD 88     -       323.40   (+/-2cm)    1061.0    (feet)  VERTCON   
 DV0891  ___________________________________________________________________
 DV0891  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0891  VERT ORDER  -  THIRD (See Below)
 DV0891
 DV0891.The horizontal coordinates were scaled from a topographic map and have
 DV0891.an estimated accuracy of +/- 6 seconds.
 DV0891
 DV0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0891.The vertical order pertains to the NGVD 29 superseded value.
 DV0891
 DV0891.The geoid height was determined by GEOID03.
 DV0891
 DV0891;                    North         East    Units  Estimated Accuracy
 DV0891;SPC AZ C     -   271,380.      140,200.      MT  (+/- 180 meters Scaled)
 DV0891
 DV0891                          SUPERSEDED SURVEY CONTROL
 DV0891
 DV0891  NGVD 29 (03/28/06)  322.76   (m)         1058.9    (f) RESET       3  
 DV0891
 DV0891.Superseded values are not recommended for survey control.
 DV0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0891.See file dsdata.txt to determine how the superseded data were derived.
 DV0891
 DV0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC416019(NAD 83)
 DV0891_MARKER: DB = BENCH MARK DISK
 DV0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0891_SP_SET: MONUMENT
 DV0891_STAMPING: 76 A AHD RESET 1974
 DV0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0891
 DV0891  HISTORY     - Date     Condition        Report By
 DV0891  HISTORY     - 1974     MONUMENTED       AZHD
 DV0891
 DV0891                          STATION DESCRIPTION
 DV0891
 DV0891'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0891'15.6 MI SE FROM TONOPAH.
 DV0891'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0891'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0891'I-10 WHICH IS UNDER CONSTRUCTION THENCE 0.5 MILE EAST ALONG THE SOUTH
 DV0891'RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DV0891'INCHES, 1 FOOT SOUTH OF WITNESS POST AND SIGN AND SET IN LINE OF
 DV0891'PROPOSED RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0647 ***********************************************************************
 ER0647  DESIGNATION -  76 BKC
 ER0647  PID         -  ER0647
 ER0647  STATE/COUNTY-  AZ/APACHE
 ER0647  USGS QUAD   -  WHITING KNOLL (1969)
 ER0647
 ER0647                         *CURRENT SURVEY CONTROL
 ER0647  ___________________________________________________________________
 ER0647* NAD 83(1986)-  34 14 39.     (N)    109 31 18.     (W)     SCALED    
 ER0647* NAVD 88     -      2220.115  (meters)    7283.83   (feet)  ADJUSTED  
 ER0647  ___________________________________________________________________
 ER0647  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 ER0647  DYNAMIC HT  -        2216.695 (meters)    7272.61  (feet)  COMP
 ER0647  MODELED GRAV-     979,015.4   (mgal)                       NAVD 88
 ER0647
 ER0647  VERT ORDER  -  SECOND    CLASS 0
 ER0647
 ER0647.The horizontal coordinates were scaled from a topographic map and have
 ER0647.an estimated accuracy of +/- 6 seconds.
 ER0647
 ER0647.The orthometric height was determined by differential leveling
 ER0647.and adjusted in June 1991.
 ER0647
 ER0647.The geoid height was determined by GEOID03.
 ER0647
 ER0647.The dynamic height is computed by dividing the NAVD 88
 ER0647.geopotential number by the normal gravity value computed on the
 ER0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0647.degrees latitude (g = 980.6199 gals.).
 ER0647
 ER0647.The modeled gravity was interpolated from observed gravity values.
 ER0647
 ER0647;                    North         East    Units  Estimated Accuracy
 ER0647;SPC AZ E     -   359,920.      272,770.      MT  (+/- 180 meters Scaled)
 ER0647
 ER0647                          SUPERSEDED SURVEY CONTROL
 ER0647
 ER0647.No superseded survey control is available for this station.
 ER0647
 ER0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC361902(NAD 83)
 ER0647_MARKER: DB = BENCH MARK DISK
 ER0647_SETTING: 66 = SET IN ROCK OUTCROP
 ER0647_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0647_STAMPING: 76 BKC 1968 7281
 ER0647_MARK LOGO: USGS  
 ER0647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0647+STABILITY: POSITION/ELEVATION WELL
 ER0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0647+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0647
 ER0647  HISTORY     - Date     Condition        Report By
 ER0647  HISTORY     - 1968     MONUMENTED       USGS
 ER0647
 ER0647                          STATION DESCRIPTION
 ER0647
 ER0647'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0647'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 17.2 MILES
 ER0647'NORTHWEST ALONG U S HIGHWAY 60, 80 FEET NORTH OF THE HIGHWAY, 8 FEET
 ER0647'NORTHWEST OF A WITNESS MARKER, 6 FEET NORTH OF A FENCE, SET IN A ROCK
 ER0647'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1026 ***********************************************************************
 FR1026  DESIGNATION -  76 EMH
 FR1026  PID         -  FR1026
 FR1026  STATE/COUNTY-  AZ/COCONINO
 FR1026  USGS QUAD   -  BISHOP LAKE (1981)
 FR1026
 FR1026                         *CURRENT SURVEY CONTROL
 FR1026  ___________________________________________________________________
 FR1026* NAD 83(1986)-  35 33 55.     (N)    112 41 38.     (W)     SCALED    
 FR1026* NAVD 88     -      1837.193  (meters)    6027.52   (feet)  POSTED    
 FR1026  ___________________________________________________________________
 FR1026  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 FR1026  DYNAMIC HT  -        1834.750 (meters)    6019.51  (feet)  COMP
 FR1026  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 FR1026
 FR1026  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1026
 FR1026.The horizontal coordinates were scaled from a topographic map and have
 FR1026.an estimated accuracy of +/- 6 seconds.
 FR1026
 FR1026.The orthometric height was determined by differential leveling
 FR1026.and adjusted by the  in 1992.
 FR1026.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1026.rate of 0.0 thru 1.0 mm/km.
 FR1026
 FR1026.The geoid height was determined by GEOID03.
 FR1026
 FR1026.The dynamic height is computed by dividing the NAVD 88
 FR1026.geopotential number by the normal gravity value computed on the
 FR1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1026.degrees latitude (g = 980.6199 gals.).
 FR1026
 FR1026.The modeled gravity was interpolated from observed gravity values.
 FR1026
 FR1026;                    North         East    Units  Estimated Accuracy
 FR1026;SPC AZ C     -   506,560.      142,910.      MT  (+/- 180 meters Scaled)
 FR1026
 FR1026                          SUPERSEDED SURVEY CONTROL
 FR1026
 FR1026.No superseded survey control is available for this station.
 FR1026
 FR1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE464370(NAD 83)
 FR1026_MARKER: DB = BENCH MARK DISK
 FR1026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1026_SP_SET: COPPER-CLAD STEEL ROD
 FR1026_STAMPING: 76 EMH 1973 6025
 FR1026_MARK LOGO: USGS  
 FR1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1026
 FR1026  HISTORY     - Date     Condition        Report By
 FR1026  HISTORY     - 1973     MONUMENTED       USGS
 FR1026
 FR1026                          STATION DESCRIPTION
 FR1026
 FR1026'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1026'63.7 KM (39.60 MI) NORTH FROM SELIGMAN.
 FR1026'FROM THE GATE AT SEVEN RANCH, PROCEED 12.3 MILES NORTHWEST ALONG A
 FR1026'DIRT ROAD.  OR, FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 5.4 MILES
 FR1026'SOUTH ALONG A DIRT ROAD, 0.3 MILES NORTH OF A DRAIN CROSSING, ABOUT
 FR1026'535 FEET SOUTH OF THE BEGINNING OF A CURVE RIGHT, 24 FEET EAST OF THE
 FR1026'CENTERLINE OF THE ROAD, 6 FEET WEST OF A SMALL JUNIPER TREE.  ROD
 FR1026'DEPTH UNKNOWN.
 FR1026'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0746 ***********************************************************************
 DA0746  DESIGNATION -  760
 DA0746  PID         -  DA0746
 DA0746  STATE/COUNTY-  AZ/MARICOPA
 DA0746  USGS QUAD   -  SENTINEL (1986)
 DA0746
 DA0746                         *CURRENT SURVEY CONTROL
 DA0746  ___________________________________________________________________
 DA0746* NAD 83(1986)-  32 51 51.     (N)    113 08 41.     (W)     SCALED    
 DA0746* NAVD 88     -       232.47   (+/-2cm)     762.7    (feet)  VERTCON   
 DA0746  ___________________________________________________________________
 DA0746  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA0746  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0746
 DA0746.The horizontal coordinates were scaled from a topographic map and have
 DA0746.an estimated accuracy of +/- 6 seconds.
 DA0746
 DA0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0746.The vertical order pertains to the NGVD 29 superseded value.
 DA0746
 DA0746.The geoid height was determined by GEOID03.
 DA0746
 DA0746;                    North         East    Units  Estimated Accuracy
 DA0746;SPC AZ C     -   207,360.       98,430.      MT  (+/- 180 meters Scaled)
 DA0746
 DA0746                          SUPERSEDED SURVEY CONTROL
 DA0746
 DA0746  NGVD 29 (??/??/92)  231.856  (m)          760.68   (f) ADJ UNCH    1 2
 DA0746
 DA0746.Superseded values are not recommended for survey control.
 DA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0746.See file dsdata.txt to determine how the superseded data were derived.
 DA0746
 DA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB993382(NAD 83)
 DA0746_MARKER: DD = SURVEY DISK
 DA0746_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0746+WITH SETTING: INTO GROUND
 DA0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0746+STABILITY: SURFACE MOTION
 DA0746
 DA0746  HISTORY     - Date     Condition        Report By
 DA0746  HISTORY     - UNK      MONUMENTED       USGS
 DA0746  HISTORY     - 1952     GOOD             NGS
 DA0746  HISTORY     - 1960     MARK NOT FOUND   NGS
 DA0746
 DA0746                          STATION DESCRIPTION
 DA0746
 DA0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0746'3.7 MI E FROM SENTINEL.
 DA0746'3.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0746'WATER TANK AT SENTINEL, 870 FEET WEST OF MILEPOST 830, 390 FEET EAST
 DA0746'OF THE EAST END OF BRIDGE NO 829, 45 FEET SOUTH OF THE TRACK, 2 FEET
 DA0746'LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 DA0746'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DA0746
 DA0746                          STATION RECOVERY (1960)
 DA0746
 DA0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0034 ***********************************************************************
 DU0034  DESIGNATION -  760+55
 DU0034  PID         -  DU0034
 DU0034  STATE/COUNTY-  AZ/GILA
 DU0034  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0034
 DU0034                         *CURRENT SURVEY CONTROL
 DU0034  ___________________________________________________________________
 DU0034* NAD 83(1986)-  33 48 16.     (N)    110 28 42.     (W)     SCALED    
 DU0034* NAVD 88     -      1314.435  (meters)    4312.44   (feet)  ADJUSTED  
 DU0034  ___________________________________________________________________
 DU0034  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DU0034  DYNAMIC HT  -        1312.628 (meters)    4306.51  (feet)  COMP
 DU0034  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 DU0034
 DU0034  VERT ORDER  -  FIRST     CLASS II
 DU0034
 DU0034.The horizontal coordinates were scaled from a topographic map and have
 DU0034.an estimated accuracy of +/- 6 seconds.
 DU0034
 DU0034.The orthometric height was determined by differential leveling
 DU0034.and adjusted in June 1991.
 DU0034
 DU0034.The geoid height was determined by GEOID03.
 DU0034
 DU0034.The dynamic height is computed by dividing the NAVD 88
 DU0034.geopotential number by the normal gravity value computed on the
 DU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0034.degrees latitude (g = 980.6199 gals.).
 DU0034
 DU0034.The modeled gravity was interpolated from observed gravity values.
 DU0034
 DU0034;                    North         East    Units  Estimated Accuracy
 DU0034;SPC AZ E     -   311,010.      184,500.      MT  (+/- 180 meters Scaled)
 DU0034
 DU0034                          SUPERSEDED SURVEY CONTROL
 DU0034
 DU0034  NGVD 29 (??/??/92) 1313.776  (m)         4310.28   (f) ADJ UNCH    1 2
 DU0034
 DU0034.Superseded values are not recommended for survey control.
 DU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0034.See file dsdata.txt to determine how the superseded data were derived.
 DU0034
 DU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC482405(NAD 83)
 DU0034_MARKER: DD = SURVEY DISK
 DU0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0034_SP_SET: CULVERT
 DU0034_STAMPING: 760+55 3922.40 55
 DU0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0034
 DU0034  HISTORY     - Date     Condition        Report By
 DU0034  HISTORY     - UNK      MONUMENTED       AZHD
 DU0034  HISTORY     - 1960     GOOD             NGS
 DU0034  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0034  HISTORY     - 1979     GOOD             NGS
 DU0034
 DU0034                          STATION DESCRIPTION
 DU0034
 DU0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0034'8.9 MI NE FROM SENECA.
 DU0034'ABOUT 8.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0034'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN
 DU0034'THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A 24-INCH
 DU0034'CULVERT, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 DU0034'FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0034
 DU0034                          STATION RECOVERY (1976)
 DU0034
 DU0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0034'MARK NOT FOUND.
 DU0034
 DU0034                          STATION RECOVERY (1979)
 DU0034
 DU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0034'2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0034'IN THE SALT RIVER CANYON, 0.2 MILE SOUTHWEST OF MILE POST 296, SET
 DU0034'IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A 24-INCH CULVERT,
 DU0034'24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF
 DU0034'THE WEST END OF THE HEADWALL.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0034'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0034'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0192 ***********************************************************************
 ES0192  DESIGNATION -  7601.9
 ES0192  PID         -  ES0192
 ES0192  STATE/COUNTY-  AZ/COCONINO
 ES0192  USGS QUAD   -  WOODS CANYON (1990)
 ES0192
 ES0192                         *CURRENT SURVEY CONTROL
 ES0192  ___________________________________________________________________
 ES0192* NAD 83(1986)-  34 19 11.     (N)    110 56 25.     (W)     SCALED    
 ES0192* NAVD 88     -      2318.044  (meters)    7605.12   (feet)  ADJUSTED  
 ES0192  ___________________________________________________________________
 ES0192  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0192  DYNAMIC HT  -        2314.552 (meters)    7593.66  (feet)  COMP
 ES0192  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 ES0192
 ES0192  VERT ORDER  -  SECOND    CLASS 0
 ES0192
 ES0192.The horizontal coordinates were scaled from a topographic map and have
 ES0192.an estimated accuracy of +/- 6 seconds.
 ES0192
 ES0192.The orthometric height was determined by differential leveling
 ES0192.and adjusted in June 1991.
 ES0192
 ES0192.The geoid height was determined by GEOID03.
 ES0192
 ES0192.The dynamic height is computed by dividing the NAVD 88
 ES0192.geopotential number by the normal gravity value computed on the
 ES0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0192.degrees latitude (g = 980.6199 gals.).
 ES0192
 ES0192.The modeled gravity was interpolated from observed gravity values.
 ES0192
 ES0192;                    North         East    Units  Estimated Accuracy
 ES0192;SPC AZ C     -   368,550.      303,220.      MT  (+/- 180 meters Scaled)
 ES0192
 ES0192                          SUPERSEDED SURVEY CONTROL
 ES0192
 ES0192  NGVD 29 (??/??/92) 2317.029  (m)         7601.79   (f) ADJ UNCH    2 0
 ES0192
 ES0192.Superseded values are not recommended for survey control.
 ES0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0192.See file dsdata.txt to determine how the superseded data were derived.
 ES0192
 ES0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC054976(NAD 83)
 ES0192_MARKER: N = NAIL
 ES0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0192_SP_SET: TREE
 ES0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0192
 ES0192  HISTORY     - Date     Condition        Report By
 ES0192  HISTORY     - UNK      MONUMENTED       USGS
 ES0192  HISTORY     - 1935     GOOD             NGS
 ES0192  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0192
 ES0192                          STATION DESCRIPTION
 ES0192
 ES0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0192'55.0 MI SW FROM WINSLOW.
 ES0192'IN COCONINO COUNTY, 55.0 MILES SOUTHWEST ALONG THE PROMOTORY TOWER
 ES0192'ROAD FROM THE UNION OIL CO. BUILDING AT WINSLOW, NAVAJO COUNTY, THENCE
 ES0192'6.4 MILES SOUTHEAST ALONG THE ROAD LEADING TO 13 RANCH.  25 FEET
 ES0192'NORTHWEST OF THE MORMON CROSSING SIGN, 21 FEET NORTHEAST OF THE CENTER
 ES0192'LINE OF THE ROAD, 12 FEET NORTHEAST OF A 12-INCH GALVANIZED-IRON
 ES0192'CULVERT, AND IN THE BASE OF AN 18-INCH OAK TREE.  A UNITED STATES
 ES0192'GEOLOGICAL SURVEY STANDARD COPPER NAIL
 ES0192
 ES0192                          STATION RECOVERY (2005)
 ES0192
 ES0192'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0008 ***********************************************************************
 EU0008  DESIGNATION -  762
 EU0008  PID         -  EU0008
 EU0008  STATE/COUNTY-  AZ/MOHAVE
 EU0008  USGS QUAD   -  TOPOCK (1970)
 EU0008
 EU0008                         *CURRENT SURVEY CONTROL
 EU0008  ___________________________________________________________________
 EU0008* NAD 83(1986)-  34 44 15.     (N)    114 22 38.     (W)     SCALED    
 EU0008* NAVD 88     -       233.01   (+/-2cm)     764.5    (feet)  VERTCON   
 EU0008  ___________________________________________________________________
 EU0008  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 EU0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0008
 EU0008.The horizontal coordinates were scaled from a topographic map and have
 EU0008.an estimated accuracy of +/- 6 seconds.
 EU0008
 EU0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0008.The vertical order pertains to the NGVD 29 superseded value.
 EU0008
 EU0008.The geoid height was determined by GEOID03.
 EU0008
 EU0008;                    North         East    Units  Estimated Accuracy
 EU0008;SPC AZ W     -   414,650.      155,920.      MT  (+/- 180 meters Scaled)
 EU0008
 EU0008                          SUPERSEDED SURVEY CONTROL
 EU0008
 EU0008  NGVD 29 (??/??/??)  232.357  (m)          762.32   (f) ADJUSTED    1 2
 EU0008
 EU0008.Superseded values are not recommended for survey control.
 EU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0008.See file dsdata.txt to determine how the superseded data were derived.
 EU0008
 EU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU401470(NAD 83)
 EU0008_MARKER: P = PIPE CAP
 EU0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0008_STAMPING: 762.325
 EU0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0008
 EU0008  HISTORY     - Date     Condition        Report By
 EU0008  HISTORY     - UNK      MONUMENTED       USGS
 EU0008  HISTORY     - 1961     GOOD             NGS
 EU0008
 EU0008                          STATION DESCRIPTION
 EU0008
 EU0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0008'6.5 MI E FROM TOPOCK.
 EU0008'ABOUT 6.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0008'RAILWAY FROM THE EAST END OF THE RAILWAY BRIDGE OVER THE COLORADO
 EU0008'RIVER IN TOPOCK, ABOUT 0.10 MILE WEST OF THE EAST END OF A SIDING
 EU0008'AND A STATION SIGN POWELL, ABOUT 1 1/2 POLES EAST OF MILE POST
 EU0008'559, 77 FEET NORTH OF THE CENTER OF THE WEST BOUND TRACK, 22 FEET
 EU0008'WEST OF A POLE, AND IS A U.S.G.S. STANDARD CAP RIVETED TO THE
 EU0008'TOP OF A 3 1/2 INCH IRON PIPE ABOUT FLUSH WITH THE GROUND.
 EU0008'NOTE-- IN THE ORIGINAL DESCRIPTION THE MARK WAS DESCRIBED AS
 EU0008'BEING AT POWELL AND OPPOSITE THE STATION SIGN.  THE STATION HAS
 EU0008'BEEN DESTROYED, AND APPARENTLY THE STATION SIGN HAS BEEN MOVED
 EU0008'ABOUT 0.10 MILE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1140 ***********************************************************************
 DU1140  DESIGNATION -  762
 DU1140  PID         -  DU1140
 DU1140  STATE/COUNTY-  AZ/GILA
 DU1140  USGS QUAD   -  SAN CARLOS (1979)
 DU1140
 DU1140                         *CURRENT SURVEY CONTROL
 DU1140  ___________________________________________________________________
 DU1140* NAD 83(1986)-  33 17 48.     (N)    110 27 13.     (W)     SCALED    
 DU1140* NAVD 88     -       783.785  (meters)    2571.47   (feet)  ADJUSTED  
 DU1140  ___________________________________________________________________
 DU1140  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DU1140  DYNAMIC HT  -         782.749 (meters)    2568.07  (feet)  COMP
 DU1140  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 DU1140
 DU1140  VERT ORDER  -  FIRST     CLASS II
 DU1140
 DU1140.The horizontal coordinates were scaled from a topographic map and have
 DU1140.an estimated accuracy of +/- 6 seconds.
 DU1140
 DU1140.The orthometric height was determined by differential leveling
 DU1140.and adjusted in June 1991.
 DU1140
 DU1140.The geoid height was determined by GEOID03.
 DU1140
 DU1140.The dynamic height is computed by dividing the NAVD 88
 DU1140.geopotential number by the normal gravity value computed on the
 DU1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1140.degrees latitude (g = 980.6199 gals.).
 DU1140
 DU1140.The modeled gravity was interpolated from observed gravity values.
 DU1140
 DU1140;                    North         East    Units  Estimated Accuracy
 DU1140;SPC AZ E     -   254,690.      186,640.      MT  (+/- 180 meters Scaled)
 DU1140
 DU1140                          SUPERSEDED SURVEY CONTROL
 DU1140
 DU1140.No superseded survey control is available for this station.
 DU1140
 DU1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB508843(NAD 83)
 DU1140_MARKER: DB = BENCH MARK DISK
 DU1140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1140_SP_SET: BRIDGE ABUTMENT
 DU1140_STAMPING: 2569.90 762 34.9 1956 AHD
 DU1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1140
 DU1140  HISTORY     - Date     Condition        Report By
 DU1140  HISTORY     - 1956     MONUMENTED       AZHD
 DU1140  HISTORY     - 1979     GOOD             NGS
 DU1140  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1140
 DU1140                          STATION DESCRIPTION
 DU1140
 DU1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1140'31.7 KM SE FROM GLOBE.
 DU1140'31.7 KILOMETERS (19.7 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1140'NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHWEST END OF THE NORTHWEST
 DU1140'ABUTMENT OF A HIGHWAY BRIDGE OVER THE SAN CARLOS RIVER, SET IN TOP
 DU1140'OF THE CONCRETE CURB, 5.1 METERS (16.7 FEET) SOUTHWEST OF THE
 DU1140'CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FEET) SOUTHEAST OF THE
 DU1140'SOUTHWEST END OF THE ABUTMENT.
 DU1140'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1140
 DU1140                          STATION RECOVERY (2008)
 DU1140
 DU1140'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1140'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1140'MARK. THE BRIDGE HAS BEEN MODERNIZED, AND THE LOW CURB HAS BEEN EITHER
 DU1140'REPLACED OR AUGMENTED WITH A THREE-FOOT HIGH CONCRETE BARRIER. ASSUMED
 DU1140'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0335 ***********************************************************************
 FS0335  DESIGNATION -  762+49.25
 FS0335  PID         -  FS0335
 FS0335  STATE/COUNTY-  AZ/MOHAVE
 FS0335  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0335
 FS0335                         *CURRENT SURVEY CONTROL
 FS0335  ___________________________________________________________________
 FS0335* NAD 83(1986)-  35 32 58.     (N)    114 22 03.     (W)     SCALED    
 FS0335* NAVD 88     -       882.964  (meters)    2896.86   (feet)  POSTED    
 FS0335  ___________________________________________________________________
 FS0335  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0335  DYNAMIC HT  -         881.960 (meters)    2893.56  (feet)  COMP
 FS0335  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 FS0335
 FS0335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0335
 FS0335.The horizontal coordinates were scaled from a topographic map and have
 FS0335.an estimated accuracy of +/- 6 seconds.
 FS0335
 FS0335.The orthometric height was determined by differential leveling
 FS0335.and adjusted by the  in 1992.
 FS0335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0335.rate of 0.0 thru 1.0 mm/km.
 FS0335
 FS0335.The geoid height was determined by GEOID03.
 FS0335
 FS0335.The dynamic height is computed by dividing the NAVD 88
 FS0335.geopotential number by the normal gravity value computed on the
 FS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0335.degrees latitude (g = 980.6199 gals.).
 FS0335
 FS0335.The modeled gravity was interpolated from observed gravity values.
 FS0335
 FS0335;                    North         East    Units  Estimated Accuracy
 FS0335;SPC AZ W     -   504,720.      157,370.      MT  (+/- 180 meters Scaled)
 FS0335
 FS0335                          SUPERSEDED SURVEY CONTROL
 FS0335
 FS0335  NGVD 29 (??/??/92)  882.194  (m)         2894.33   (f) ADJ UNCH    1 1
 FS0335
 FS0335.Superseded values are not recommended for survey control.
 FS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0335.See file dsdata.txt to determine how the superseded data were derived.
 FS0335
 FS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV386371(NAD 83)
 FS0335_MARKER: DD = SURVEY DISK
 FS0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0335_SP_SET: CULVERT
 FS0335_STAMPING: 762+49.25 2894.99 1935
 FS0335_MARK LOGO: AZHD  
 FS0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0335
 FS0335  HISTORY     - Date     Condition        Report By
 FS0335  HISTORY     - 1935     MONUMENTED       AZHD
 FS0335  HISTORY     - 1949     GOOD             NGS
 FS0335  HISTORY     - 1982     GOOD             NGS
 FS0335
 FS0335                          STATION DESCRIPTION
 FS0335
 FS0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0335'12.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0335'12.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0335'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 10-FOOT
 FS0335'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0335'SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0335'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0335
 FS0335                          STATION RECOVERY (1982)
 FS0335
 FS0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0335'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0755 ***********************************************************************
 DA0755  DESIGNATION -  763
 DA0755  PID         -  DA0755
 DA0755  STATE/COUNTY-  AZ/MARICOPA
 DA0755  USGS QUAD   -  SENTINEL NE (1986)
 DA0755
 DA0755                         *CURRENT SURVEY CONTROL
 DA0755  ___________________________________________________________________
 DA0755* NAD 83(1986)-  32 53 13.     (N)    113 02 25.     (W)     SCALED    
 DA0755* NAVD 88     -       233.12   (+/-2cm)     764.8    (feet)  VERTCON   
 DA0755  ___________________________________________________________________
 DA0755  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA0755  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0755
 DA0755.The horizontal coordinates were scaled from a topographic map and have
 DA0755.an estimated accuracy of +/- 6 seconds.
 DA0755
 DA0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0755.The vertical order pertains to the NGVD 29 superseded value.
 DA0755
 DA0755.The geoid height was determined by GEOID03.
 DA0755
 DA0755;                    North         East    Units  Estimated Accuracy
 DA0755;SPC AZ C     -   209,770.      108,230.      MT  (+/- 180 meters Scaled)
 DA0755
 DA0755                          SUPERSEDED SURVEY CONTROL
 DA0755
 DA0755  NGVD 29 (??/??/92)  232.506  (m)          762.81   (f) ADJ UNCH    1 2
 DA0755
 DA0755.Superseded values are not recommended for survey control.
 DA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0755.See file dsdata.txt to determine how the superseded data were derived.
 DA0755
 DA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB091405(NAD 83)
 DA0755_MARKER: DD = SURVEY DISK
 DA0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0755_SP_SET: CULVERT
 DA0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0755
 DA0755  HISTORY     - Date     Condition        Report By
 DA0755  HISTORY     - UNK      MONUMENTED       USGS
 DA0755  HISTORY     - 1952     GOOD             NGS
 DA0755  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0755  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0755
 DA0755                          STATION DESCRIPTION
 DA0755
 DA0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0755'10.3 MI E FROM SENTINEL.
 DA0755'10.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0755'WATER TANK AT SENTINEL, 0.35 MILE WEST OF MILEPOST 836, AT CULVERT
 DA0755'835, 50 FEET NORTH OF THE RAILROAD TRACK, 2 FEET LOWER THAN THE TRACK,
 DA0755'AND RIVETED ON TOP OF A 3 1/4 INCH PIPE PROJECTING 0.8 FOOT ABOVE THE
 DA0755'GROUND.
 DA0755
 DA0755                          STATION RECOVERY (1980)
 DA0755
 DA0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0755'IRON PIPE FOUND RUSTED OFF AT THE BASE.
 DA0755
 DA0755                          STATION RECOVERY (1980)
 DA0755
 DA0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0755'IRON PIPE FOUND RUSTED OFF AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0180 ***********************************************************************
 ES0180  DESIGNATION -  7630.7
 ES0180  PID         -  ES0180
 ES0180  STATE/COUNTY-  AZ/COCONINO
 ES0180  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0180
 ES0180                         *CURRENT SURVEY CONTROL
 ES0180  ___________________________________________________________________
 ES0180* NAD 83(1986)-  34 25 34.     (N)    110 58 39.     (W)     SCALED    
 ES0180* NAVD 88     -      2326.996  (meters)    7634.49   (feet)  ADJUSTED  
 ES0180  ___________________________________________________________________
 ES0180  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0180  DYNAMIC HT  -        2323.487 (meters)    7622.97  (feet)  COMP
 ES0180  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 ES0180
 ES0180  VERT ORDER  -  SECOND    CLASS 0
 ES0180
 ES0180.The horizontal coordinates were scaled from a topographic map and have
 ES0180.an estimated accuracy of +/- 6 seconds.
 ES0180
 ES0180.The orthometric height was determined by differential leveling
 ES0180.and adjusted in June 1991.
 ES0180
 ES0180.The geoid height was determined by GEOID03.
 ES0180
 ES0180.The dynamic height is computed by dividing the NAVD 88
 ES0180.geopotential number by the normal gravity value computed on the
 ES0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0180.degrees latitude (g = 980.6199 gals.).
 ES0180
 ES0180.The modeled gravity was interpolated from observed gravity values.
 ES0180
 ES0180;                    North         East    Units  Estimated Accuracy
 ES0180;SPC AZ C     -   380,320.      299,680.      MT  (+/- 180 meters Scaled)
 ES0180
 ES0180                          SUPERSEDED SURVEY CONTROL
 ES0180
 ES0180  NGVD 29 (??/??/92) 2325.948  (m)         7631.05   (f) ADJ UNCH    2 0
 ES0180
 ES0180.Superseded values are not recommended for survey control.
 ES0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0180.See file dsdata.txt to determine how the superseded data were derived.
 ES0180
 ES0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD020094(NAD 83)
 ES0180_MARKER: R = RIVET
 ES0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0180_SP_SET: TREE
 ES0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0180
 ES0180  HISTORY     - Date     Condition        Report By
 ES0180  HISTORY     - UNK      MONUMENTED       USGS
 ES0180  HISTORY     - 1935     GOOD             NGS
 ES0180  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0180
 ES0180                          STATION DESCRIPTION
 ES0180
 ES0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0180'51.5 MI SW FROM WINSLOW.
 ES0180'3.5 MI N ALONG ROAD TO WINSLOW.  51.5 MI S.W. OF UNION OIL CO PLANT AT
 ES0180'WINSLOW.  ON A SHORT TANGENT BETWEEN TWO CURVES, 48 FEET SE OF THE
 ES0180'CENTERLINE OF THE ROAD, 27 FEET SE OF A TELEPHONE LINE, SET IN THE
 ES0180'BASE OF A 2 FT PINE TREE.
 ES0180
 ES0180                          STATION RECOVERY (2005)
 ES0180
 ES0180'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0180'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0182 ***********************************************************************
 ES0182  DESIGNATION -  7647
 ES0182  PID         -  ES0182
 ES0182  STATE/COUNTY-  AZ/COCONINO
 ES0182  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0182
 ES0182                         *CURRENT SURVEY CONTROL
 ES0182  ___________________________________________________________________
 ES0182* NAD 83(1986)-  34 24 46.     (N)    110 59 07.     (W)     SCALED    
 ES0182* NAVD 88     -      2332.381  (meters)    7652.15   (feet)  ADJUSTED  
 ES0182  ___________________________________________________________________
 ES0182  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0182  DYNAMIC HT  -        2328.847 (meters)    7640.56  (feet)  COMP
 ES0182  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 ES0182
 ES0182  VERT ORDER  -  SECOND    CLASS 0
 ES0182
 ES0182.The horizontal coordinates were scaled from a topographic map and have
 ES0182.an estimated accuracy of +/- 6 seconds.
 ES0182
 ES0182.The orthometric height was determined by differential leveling
 ES0182.and adjusted in June 1991.
 ES0182
 ES0182.The geoid height was determined by GEOID03.
 ES0182
 ES0182.The dynamic height is computed by dividing the NAVD 88
 ES0182.geopotential number by the normal gravity value computed on the
 ES0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0182.degrees latitude (g = 980.6199 gals.).
 ES0182
 ES0182.The modeled gravity was interpolated from observed gravity values.
 ES0182
 ES0182;                    North         East    Units  Estimated Accuracy
 ES0182;SPC AZ C     -   378,830.      298,980.      MT  (+/- 180 meters Scaled)
 ES0182
 ES0182                          SUPERSEDED SURVEY CONTROL
 ES0182
 ES0182  NGVD 29 (??/??/92) 2331.318  (m)         7648.67   (f) ADJ UNCH    2 0
 ES0182
 ES0182.Superseded values are not recommended for survey control.
 ES0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0182.See file dsdata.txt to determine how the superseded data were derived.
 ES0182
 ES0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD013079(NAD 83)
 ES0182_MARKER: R = RIVET
 ES0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0182_SP_SET: TREE
 ES0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0182
 ES0182  HISTORY     - Date     Condition        Report By
 ES0182  HISTORY     - UNK      MONUMENTED       USGS
 ES0182  HISTORY     - 1935     GOOD             NGS
 ES0182  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0182
 ES0182                          STATION DESCRIPTION
 ES0182
 ES0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0182'52.6 MI SW FROM WINSLOW.
 ES0182'2.4 MI N ALONG ROAD TO WINSLOW.  52.6 MI S.W. OF WINSLOW (UNION OIL
 ES0182'CO. PLANT) 135 FEET S OF A 24 INCH GALV CULVERT, 27 FEET WEST OF THE
 ES0182'CENTERLINE OF THE ROAD.  SET IN THE BASE OF A 18 INCH PINE TREE.
 ES0182
 ES0182                          STATION RECOVERY (2005)
 ES0182
 ES0182'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0894 ***********************************************************************
 DV0894  DESIGNATION -  77 A
 DV0894  PID         -  DV0894
 DV0894  STATE/COUNTY-  AZ/MARICOPA
 DV0894  USGS QUAD   -  BUCKEYE NW (1982)
 DV0894
 DV0894                         *CURRENT SURVEY CONTROL
 DV0894  ___________________________________________________________________
 DV0894* NAD 83(1986)-  33 26 29.     (N)    112 41 12.     (W)     SCALED    
 DV0894* NAVD 88     -       324.97   (+/-2cm)    1066.2    (feet)  VERTCON   
 DV0894  ___________________________________________________________________
 DV0894  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DV0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0894
 DV0894.The horizontal coordinates were scaled from a topographic map and have
 DV0894.an estimated accuracy of +/- 6 seconds.
 DV0894
 DV0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0894.The vertical order pertains to the NGVD 29 superseded value.
 DV0894
 DV0894.The geoid height was determined by GEOID03.
 DV0894
 DV0894;                    North         East    Units  Estimated Accuracy
 DV0894;SPC AZ C     -   270,970.      141,770.      MT  (+/- 180 meters Scaled)
 DV0894
 DV0894                          SUPERSEDED SURVEY CONTROL
 DV0894
 DV0894  NGVD 29 (??/??/92)  324.327  (m)         1064.06   (f) ADJ UNCH    2 0
 DV0894
 DV0894.Superseded values are not recommended for survey control.
 DV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0894.See file dsdata.txt to determine how the superseded data were derived.
 DV0894
 DV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC432014(NAD 83)
 DV0894_MARKER: DD = SURVEY DISK
 DV0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0894_STAMPING: 77 A 1962
 DV0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0894+STABILITY: SURFACE MOTION
 DV0894
 DV0894  HISTORY     - Date     Condition        Report By
 DV0894  HISTORY     - 1962     MONUMENTED       AZHD
 DV0894  HISTORY     - 1962     GOOD             NGS
 DV0894  HISTORY     - 1974     GOOD             NGS
 DV0894
 DV0894                          STATION DESCRIPTION
 DV0894
 DV0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0894'16.55 MI SE FROM TONOPAH.
 DV0894'0.5 MILE EAST-SOUTHEAST OF D 416 77.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0894'DISK STAMPED 77 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0894'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0894'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0894
 DV0894                          STATION RECOVERY (1974)
 DV0894
 DV0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0895 ***********************************************************************
 DV0895  DESIGNATION -  77 A RESET
 DV0895  PID         -  DV0895
 DV0895  STATE/COUNTY-  AZ/MARICOPA
 DV0895  USGS QUAD   -  BUCKEYE NW (1982)
 DV0895
 DV0895                         *CURRENT SURVEY CONTROL
 DV0895  ___________________________________________________________________
 DV0895* NAD 83(1986)-  33 26 29.     (N)    112 41 12.     (W)     SCALED    
 DV0895* NAVD 88     -       324.41   (+/-2cm)    1064.3    (feet)  VERTCON   
 DV0895  ___________________________________________________________________
 DV0895  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DV0895  VERT ORDER  -  THIRD (See Below)
 DV0895
 DV0895.The horizontal coordinates were scaled from a topographic map and have
 DV0895.an estimated accuracy of +/- 6 seconds.
 DV0895
 DV0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0895.The vertical order pertains to the NGVD 29 superseded value.
 DV0895
 DV0895.The geoid height was determined by GEOID03.
 DV0895
 DV0895;                    North         East    Units  Estimated Accuracy
 DV0895;SPC AZ C     -   270,970.      141,770.      MT  (+/- 180 meters Scaled)
 DV0895
 DV0895                          SUPERSEDED SURVEY CONTROL
 DV0895
 DV0895  NGVD 29 (03/28/06)  323.77   (m)         1062.2    (f) RESET       3  
 DV0895
 DV0895.Superseded values are not recommended for survey control.
 DV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0895.See file dsdata.txt to determine how the superseded data were derived.
 DV0895
 DV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC432014(NAD 83)
 DV0895_MARKER: DB = BENCH MARK DISK
 DV0895_SETTING: 0 = UNSPECIFIED SETTING
 DV0895_STAMPING: 77 A AHD RESET 1974
 DV0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0895
 DV0895  HISTORY     - Date     Condition        Report By
 DV0895  HISTORY     - 1974     MONUMENTED       AZHD
 DV0895
 DV0895                          STATION DESCRIPTION
 DV0895
 DV0895'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0895'17.15 MI SE FROM TONOPAH.
 DV0895'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0895'10 OVER PASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0895'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.5 MILES EAST ALONG THE
 DV0895'SOUTH RIGHT OF WAY FENCE LINE (0.5 MILE WEST OF PALO VERDE ROAD).  A
 DV0895'10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 1/2 INCHES, 80 YARDS WEST
 DV0895'OF A PIPE CULVERT, UNDER THE FENCE LINE AT WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0648 ***********************************************************************
 ER0648  DESIGNATION -  77 BKC
 ER0648  PID         -  ER0648
 ER0648  STATE/COUNTY-  AZ/APACHE
 ER0648  USGS QUAD   -  CERRO HUECO (1984)
 ER0648
 ER0648                         *CURRENT SURVEY CONTROL
 ER0648  ___________________________________________________________________
 ER0648* NAD 83(1986)-  34 15 03.     (N)    109 32 16.     (W)     SCALED    
 ER0648* NAVD 88     -      2228.996  (meters)    7312.96   (feet)  ADJUSTED  
 ER0648  ___________________________________________________________________
 ER0648  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ER0648  DYNAMIC HT  -        2225.571 (meters)    7301.73  (feet)  COMP
 ER0648  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 ER0648
 ER0648  VERT ORDER  -  SECOND    CLASS 0
 ER0648
 ER0648.The horizontal coordinates were scaled from a topographic map and have
 ER0648.an estimated accuracy of +/- 6 seconds.
 ER0648
 ER0648.The orthometric height was determined by differential leveling
 ER0648.and adjusted in June 1991.
 ER0648
 ER0648.The geoid height was determined by GEOID03.
 ER0648
 ER0648.The dynamic height is computed by dividing the NAVD 88
 ER0648.geopotential number by the normal gravity value computed on the
 ER0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0648.degrees latitude (g = 980.6199 gals.).
 ER0648
 ER0648.The modeled gravity was interpolated from observed gravity values.
 ER0648
 ER0648;                    North         East    Units  Estimated Accuracy
 ER0648;SPC AZ E     -   360,650.      271,280.      MT  (+/- 180 meters Scaled)
 ER0648
 ER0648                          SUPERSEDED SURVEY CONTROL
 ER0648
 ER0648.No superseded survey control is available for this station.
 ER0648
 ER0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC346909(NAD 83)
 ER0648_MARKER: DB = BENCH MARK DISK
 ER0648_SETTING: 66 = SET IN ROCK OUTCROP
 ER0648_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0648_STAMPING: 77 BKC 1968 7310
 ER0648_MARK LOGO: USGS  
 ER0648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0648+STABILITY: POSITION/ELEVATION WELL
 ER0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0648+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0648
 ER0648  HISTORY     - Date     Condition        Report By
 ER0648  HISTORY     - 1968     MONUMENTED       USGS
 ER0648
 ER0648                          STATION DESCRIPTION
 ER0648
 ER0648'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0648'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 18.3 MILES
 ER0648'NORTHWEST ALONG U S HIGHWAY 60, 68 FEET NORTH OF THE HIGHWAY, 6 FEET
 ER0648'SOUTH OF A FENCE, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0505 ***********************************************************************
 ER0505  DESIGNATION -  77 BKC 7310
 ER0505  PID         -  ER0505
 ER0505  STATE/COUNTY-  AZ/APACHE
 ER0505  USGS QUAD   -  CERRO HUECO (1984)
 ER0505
 ER0505                         *CURRENT SURVEY CONTROL
 ER0505  ___________________________________________________________________
 ER0505* NAD 83(1992)-  34 15 03.60145(N)    109 32 16.83886(W)     ADJUSTED  
 ER0505* NAVD 88     -      2229.04   (+/-2cm)    7313.1    (feet)  VERTCON   
 ER0505  ___________________________________________________________________
 ER0505  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ER0505  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ER0505  HORZ ORDER  -  SECOND
 ER0505  VERT ORDER  -  THIRD ? (See Below)
 ER0505
 ER0505.The horizontal coordinates were established by classical geodetic methods
 ER0505.and adjusted by the National Geodetic Survey in August 1993.
 ER0505
 ER0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0505.The vertical order pertains to the NGVD 29 superseded value.
 ER0505
 ER0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0505
 ER0505.The geoid height was determined by GEOID03.
 ER0505
 ER0505;                    North         East     Units Scale Factor Converg.
 ER0505;SPC AZ E     -   360,671.983   271,261.497   MT  0.99994131   +0 21 13.8
 ER0505;SPC AZ E     - 1,183,307.03    889,965.54   iFT  0.99994131   +0 21 13.8
 ER0505;UTM  12      - 3,790,953.741   634,618.533   MT  0.99982339   +0 49 22.7
 ER0505
 ER0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0505!SPC AZ E     -   0.99965378  x   0.99994131  =   0.99959511
 ER0505!UTM  12      -   0.99965378  x   0.99982339  =   0.99947723
 ER0505
 ER0505|---------------------------------------------------------------------|
 ER0505| PID    Reference Object                     Distance      Geod. Az  |
 ER0505|                                                           dddmmss.s |
 ER0505| CD1599 7310 RM 1                            10.691 METERS 03159     |
 ER0505| ER0517 CERRO                               APPROX. 3.4 KM 1154328.5 |
 ER0505| CD1600 7310 RM 2                             9.150 METERS 11931     |
 ER0505|---------------------------------------------------------------------|
 ER0505
 ER0505                          SUPERSEDED SURVEY CONTROL
 ER0505
 ER0505  NAD 83(1986)-  34 15 03.59964(N)    109 32 16.84616(W) AD(       ) 2
 ER0505  NAD 27      -  34 15 03.44308(N)    109 32 14.50115(W) AD(       ) 2
 ER0505  NGVD 29 (07/19/86) 2228.06   (m)         7309.9    (f) LEVELING    3  
 ER0505
 ER0505.Superseded values are not recommended for survey control.
 ER0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0505.See file dsdata.txt to determine how the superseded data were derived.
 ER0505
 ER0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3461990954(NAD 83)
 ER0505_MARKER: DB = BENCH MARK DISK
 ER0505_SETTING: 66 = SET IN ROCK OUTCROP
 ER0505_SP_SET: SET IN ROCK OUTCROP
 ER0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0505+STABILITY: POSITION/ELEVATION WELL
 ER0505
 ER0505  HISTORY     - Date     Condition        Report By
 ER0505  HISTORY     - 1978     MONUMENTED       AZDT
 ER0505
 ER0505                          STATION DESCRIPTION
 ER0505
 ER0505'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0505'THE STATION IS LOCATED ABOUT 16.5 MILES WEST OF SPRINGERVILLE ALONG
 ER0505'THE NORTH R/W OF U.S. HWY. 60.
 ER0505'
 ER0505'THE STATION IS A STANDARD U.S.G.S. BENCH MARK DISK STAMPED---77 BKC
 ER0505'1968 7310---AND IS CEMENTED IN A ROCK.  STATION IS 69 FEET NORTH OF
 ER0505'HWY. CENTERLINE, 6 FEET SOUTH OF R/W FENCE AND IS MARKED WITH A
 ER0505'WITNESS POST AND SIGN 5.6 FEET TO NORTH.
 ER0505'
 ER0505'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BM 7310 RM 2
 ER0505'1978---EPOXIED TO A BOULDER.
 ER0505'
 ER0505'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BM 7310 RM 1
 ER0505'1978---EPOXIED TO A BOULDER.
 ER0505'
 ER0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND 180-666, 5
 ER0505'MILES WEST OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 FOR 13.3 MILES TO
 ER0505'MILE POST 370.48 AND THE STATION INSIDE OF THE NORTH R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1027 ***********************************************************************
 FR1027  DESIGNATION -  77 EMH
 FR1027  PID         -  FR1027
 FR1027  STATE/COUNTY-  AZ/COCONINO
 FR1027  USGS QUAD   -  BISHOP LAKE (1981)
 FR1027
 FR1027                         *CURRENT SURVEY CONTROL
 FR1027  ___________________________________________________________________
 FR1027* NAD 83(1986)-  35 34 44.     (N)    112 41 45.     (W)     SCALED    
 FR1027* NAVD 88     -      1837.344  (meters)    6028.02   (feet)  POSTED    
 FR1027  ___________________________________________________________________
 FR1027  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FR1027  DYNAMIC HT  -        1834.910 (meters)    6020.03  (feet)  COMP
 FR1027  MODELED GRAV-     979,242.2   (mgal)                       NAVD 88
 FR1027
 FR1027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1027
 FR1027.The horizontal coordinates were scaled from a topographic map and have
 FR1027.an estimated accuracy of +/- 6 seconds.
 FR1027
 FR1027.The orthometric height was determined by differential leveling
 FR1027.and adjusted by the  in 1992.
 FR1027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1027.rate of 0.0 thru 1.0 mm/km.
 FR1027
 FR1027.The geoid height was determined by GEOID03.
 FR1027
 FR1027.The dynamic height is computed by dividing the NAVD 88
 FR1027.geopotential number by the normal gravity value computed on the
 FR1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1027.degrees latitude (g = 980.6199 gals.).
 FR1027
 FR1027.The modeled gravity was interpolated from observed gravity values.
 FR1027
 FR1027;                    North         East    Units  Estimated Accuracy
 FR1027;SPC AZ C     -   508,070.      142,740.      MT  (+/- 180 meters Scaled)
 FR1027
 FR1027                          SUPERSEDED SURVEY CONTROL
 FR1027
 FR1027.No superseded survey control is available for this station.
 FR1027
 FR1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE463385(NAD 83)
 FR1027_MARKER: DB = BENCH MARK DISK
 FR1027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1027_SP_SET: COPPER-CLAD STEEL ROD
 FR1027_STAMPING: 77 EMH 1973 6025
 FR1027_MARK LOGO: USGS  
 FR1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1027
 FR1027  HISTORY     - Date     Condition        Report By
 FR1027  HISTORY     - 1973     MONUMENTED       USGS
 FR1027
 FR1027                          STATION DESCRIPTION
 FR1027
 FR1027'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1027'65.3 KM (40.60 MI) NORTH FROM SELIGMAN.
 FR1027'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 4.4 MILES SOUTH ALONG A
 FR1027'DIRT ROAD, 0.6 MILES SOUTH OF A FENCE CROSSING, AT THE BEGINNING OF A
 FR1027'WOODED AREA, ON THE INSIDE OF A CURVE LEFT, 345 FEET SOUTHEAST OF A
 FR1027'DRAIN CROSSING, 44 FEET NORTH OF A LARGE JUNIPER TREE, 32 FEET WEST
 FR1027'OF THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1027'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1139 ***********************************************************************
 DU1139  DESIGNATION -  770
 DU1139  PID         -  DU1139
 DU1139  STATE/COUNTY-  AZ/GRAHAM
 DU1139  USGS QUAD   -  SAN CARLOS (1979)
 DU1139
 DU1139                         *CURRENT SURVEY CONTROL
 DU1139  ___________________________________________________________________
 DU1139* NAD 83(1986)-  33 17 46.     (N)    110 27 03.     (W)     SCALED    
 DU1139* NAVD 88     -       783.778  (meters)    2571.45   (feet)  ADJUSTED  
 DU1139  ___________________________________________________________________
 DU1139  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DU1139  DYNAMIC HT  -         782.741 (meters)    2568.04  (feet)  COMP
 DU1139  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 DU1139
 DU1139  VERT ORDER  -  FIRST     CLASS II
 DU1139
 DU1139.The horizontal coordinates were scaled from a topographic map and have
 DU1139.an estimated accuracy of +/- 6 seconds.
 DU1139
 DU1139.The orthometric height was determined by differential leveling
 DU1139.and adjusted in June 1991.
 DU1139
 DU1139.The geoid height was determined by GEOID03.
 DU1139
 DU1139.The dynamic height is computed by dividing the NAVD 88
 DU1139.geopotential number by the normal gravity value computed on the
 DU1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1139.degrees latitude (g = 980.6199 gals.).
 DU1139
 DU1139.The modeled gravity was interpolated from observed gravity values.
 DU1139
 DU1139;                    North         East    Units  Estimated Accuracy
 DU1139;SPC AZ E     -   254,630.      186,900.      MT  (+/- 180 meters Scaled)
 DU1139
 DU1139                          SUPERSEDED SURVEY CONTROL
 DU1139
 DU1139.No superseded survey control is available for this station.
 DU1139
 DU1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB511842(NAD 83)
 DU1139_MARKER: DB = BENCH MARK DISK
 DU1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1139_SP_SET: BRIDGE ABUTMENT
 DU1139_STAMPING: 2569.87 770 25.1 1956
 DU1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1139
 DU1139  HISTORY     - Date     Condition        Report By
 DU1139  HISTORY     - 1956     MONUMENTED       AZHD
 DU1139  HISTORY     - 1979     GOOD             NGS
 DU1139  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1139
 DU1139                          STATION DESCRIPTION
 DU1139
 DU1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1139'31.9 KM SE FROM GLOBE.
 DU1139'31.9 KILOMETERS (19.85 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1139'THE NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHWEST END OF THE
 DU1139'SOUTHEAST ABUTMENT OF A HIGHWAY BRIDGE OVER THE SAN CARLOS RIVER, SET
 DU1139'IN THE TOP OF THE CONCRETE CURB, 4.9 METERS (16 FEET) SOUTHWEST OF THE
 DU1139'CENTERLINE OF THE HIGHWAY AND 1.6 METERS (5.3 FEET) NORTHWEST OF THE
 DU1139'SOUTHEAST END OF THE CONCRETE CURB.
 DU1139'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1139
 DU1139                          STATION RECOVERY (2008)
 DU1139
 DU1139'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1139'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1139'MARK. THE BRIDGE HAS BEEN MODERNIZED, AND THE LOW CURB HAS BEEN EITHER
 DU1139'REPLACED OR AUGMENTED WITH A THREE-FOOT HIGH CONCRETE BARRIER. ASSUMED
 DU1139'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0334 ***********************************************************************
 FS0334  DESIGNATION -  770+00
 FS0334  PID         -  FS0334
 FS0334  STATE/COUNTY-  AZ/MOHAVE
 FS0334  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0334
 FS0334                         *CURRENT SURVEY CONTROL
 FS0334  ___________________________________________________________________
 FS0334* NAD 83(1986)-  35 33 02.     (N)    114 22 05.     (W)     SCALED    
 FS0334* NAVD 88     -       880.416  (meters)    2888.50   (feet)  POSTED    
 FS0334  ___________________________________________________________________
 FS0334  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0334  DYNAMIC HT  -         879.410 (meters)    2885.20  (feet)  COMP
 FS0334  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 FS0334
 FS0334  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0334
 FS0334.The horizontal coordinates were scaled from a topographic map and have
 FS0334.an estimated accuracy of +/- 6 seconds.
 FS0334
 FS0334.The orthometric height was determined by differential leveling
 FS0334.and adjusted by the  in 1992.
 FS0334.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0334.rate of 0.0 thru 1.0 mm/km.
 FS0334
 FS0334.The geoid height was determined by GEOID03.
 FS0334
 FS0334.The dynamic height is computed by dividing the NAVD 88
 FS0334.geopotential number by the normal gravity value computed on the
 FS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0334.degrees latitude (g = 980.6199 gals.).
 FS0334
 FS0334.The modeled gravity was interpolated from observed gravity values.
 FS0334
 FS0334;                    North         East    Units  Estimated Accuracy
 FS0334;SPC AZ W     -   504,840.      157,320.      MT  (+/- 180 meters Scaled)
 FS0334
 FS0334                          SUPERSEDED SURVEY CONTROL
 FS0334
 FS0334  NGVD 29 (??/??/92)  879.646  (m)         2885.97   (f) ADJ UNCH    1 1
 FS0334
 FS0334.Superseded values are not recommended for survey control.
 FS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0334.See file dsdata.txt to determine how the superseded data were derived.
 FS0334
 FS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV385372(NAD 83)
 FS0334_MARKER: DD = SURVEY DISK
 FS0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0334_SP_SET: CULVERT
 FS0334_STAMPING: 770+00 2886.63 1935
 FS0334_MARK LOGO: AZHD  
 FS0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0334
 FS0334  HISTORY     - Date     Condition        Report By
 FS0334  HISTORY     - 1935     MONUMENTED       AZHD
 FS0334  HISTORY     - 1949     GOOD             NGS
 FS0334  HISTORY     - 1982     GOOD             NGS
 FS0334  HISTORY     - 19860209 MARK NOT FOUND   USPSQD
 FS0334
 FS0334                          STATION DESCRIPTION
 FS0334
 FS0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0334'12.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0334'12.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0334'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0334'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER
 FS0334'OF THE SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST OF THE
 FS0334'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0334
 FS0334                          STATION RECOVERY (1982)
 FS0334
 FS0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0334'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0334
 FS0334                          STATION RECOVERY (1986)
 FS0334
 FS0334'RECOVERY NOTE BY US POWER SQUADRON 1986 (TGO)
 FS0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1214 ***********************************************************************
 DU1214  DESIGNATION -  770+17
 DU1214  PID         -  DU1214
 DU1214  STATE/COUNTY-  AZ/GILA
 DU1214  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1214
 DU1214                         *CURRENT SURVEY CONTROL
 DU1214  ___________________________________________________________________
 DU1214* NAD 83(1986)-  33 48 19.     (N)    110 28 32.     (W)     SCALED    
 DU1214* NAVD 88     -      1333.799  (meters)    4375.97   (feet)  ADJUSTED  
 DU1214  ___________________________________________________________________
 DU1214  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DU1214  DYNAMIC HT  -        1331.959 (meters)    4369.94  (feet)  COMP
 DU1214  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 DU1214
 DU1214  VERT ORDER  -  FIRST     CLASS II
 DU1214
 DU1214.The horizontal coordinates were scaled from a topographic map and have
 DU1214.an estimated accuracy of +/- 6 seconds.
 DU1214
 DU1214.The orthometric height was determined by differential leveling
 DU1214.and adjusted in June 1991.
 DU1214
 DU1214.The geoid height was determined by GEOID03.
 DU1214
 DU1214.The dynamic height is computed by dividing the NAVD 88
 DU1214.geopotential number by the normal gravity value computed on the
 DU1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1214.degrees latitude (g = 980.6199 gals.).
 DU1214
 DU1214.The modeled gravity was interpolated from observed gravity values.
 DU1214
 DU1214;                    North         East    Units  Estimated Accuracy
 DU1214;SPC AZ E     -   311,100.      184,760.      MT  (+/- 180 meters Scaled)
 DU1214
 DU1214                          SUPERSEDED SURVEY CONTROL
 DU1214
 DU1214.No superseded survey control is available for this station.
 DU1214
 DU1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC485406(NAD 83)
 DU1214_MARKER: DB = BENCH MARK DISK
 DU1214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1214_SP_SET: HEADWALL CONCRETE CULVERT
 DU1214_STAMPING: 3985.90 770+17 1955
 DU1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1214+STABILITY: SURFACE MOTION
 DU1214
 DU1214  HISTORY     - Date     Condition        Report By
 DU1214  HISTORY     - 1955     MONUMENTED       AZHD
 DU1214  HISTORY     - 1979     GOOD             NGS
 DU1214
 DU1214                          STATION DESCRIPTION
 DU1214
 DU1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1214'41.0 MI NE FROM GLOBE.
 DU1214'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1214'IN SALT RIVER CANYON, SET IN THE TOP OF A CONCRETE CULVERT HEADWALL,
 DU1214'132.7 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM MILE MARKER
 DU1214'NUMBER 296, 47.9 FEET WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM A
 DU1214'GUARD RAIL AND 21.7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DU1214'HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST
 DU1214'OF THE GILA COUNTY CURTHOUSE IN GLOBE.
 DU1214'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0188 ***********************************************************************
 ES0188  DESIGNATION -  7724.1
 ES0188  PID         -  ES0188
 ES0188  STATE/COUNTY-  AZ/COCONINO
 ES0188  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0188
 ES0188                         *CURRENT SURVEY CONTROL
 ES0188  ___________________________________________________________________
 ES0188* NAD 83(1986)-  34 22 37.     (N)    110 58 05.     (W)     SCALED    
 ES0188* NAVD 88     -      2355.299  (meters)    7727.34   (feet)  ADJUSTED  
 ES0188  ___________________________________________________________________
 ES0188  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0188  DYNAMIC HT  -        2351.699 (meters)    7715.53  (feet)  COMP
 ES0188  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 ES0188
 ES0188  VERT ORDER  -  SECOND    CLASS 0
 ES0188
 ES0188.The horizontal coordinates were scaled from a topographic map and have
 ES0188.an estimated accuracy of +/- 6 seconds.
 ES0188
 ES0188.The orthometric height was determined by differential leveling
 ES0188.and adjusted in June 1991.
 ES0188
 ES0188.The geoid height was determined by GEOID03.
 ES0188
 ES0188.The dynamic height is computed by dividing the NAVD 88
 ES0188.geopotential number by the normal gravity value computed on the
 ES0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0188.degrees latitude (g = 980.6199 gals.).
 ES0188
 ES0188.The modeled gravity was interpolated from observed gravity values.
 ES0188
 ES0188;                    North         East    Units  Estimated Accuracy
 ES0188;SPC AZ C     -   374,870.      300,600.      MT  (+/- 180 meters Scaled)
 ES0188
 ES0188                          SUPERSEDED SURVEY CONTROL
 ES0188
 ES0188  NGVD 29 (??/??/92) 2354.215  (m)         7723.79   (f) ADJ UNCH    2 0
 ES0188
 ES0188.Superseded values are not recommended for survey control.
 ES0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0188.See file dsdata.txt to determine how the superseded data were derived.
 ES0188
 ES0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD029039(NAD 83)
 ES0188_MARKER: R = RIVET
 ES0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0188_SP_SET: TREE
 ES0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0188
 ES0188  HISTORY     - Date     Condition        Report By
 ES0188  HISTORY     - UNK      MONUMENTED       USGS
 ES0188  HISTORY     - 1935     GOOD             NGS
 ES0188  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0188
 ES0188                          STATION DESCRIPTION
 ES0188
 ES0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0188'56.3 MI SW FROM WINSLOW.
 ES0188'1.3 MI SE ALONG ROAD TO 13 RANCH 56.3 MI S.W. OF WINSLOW (UNION OIL
 ES0188'CO. PLANT) AT THE TOP OF A GRADE, 38 FEET E OF THE CENTERLINE OF THE
 ES0188'ROAD, SET IN THE BASE OF A 18 INCH PINE TREE.
 ES0188
 ES0188                          STATION RECOVERY (2005)
 ES0188
 ES0188'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0188'MARK NOT FOUND. ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0185 ***********************************************************************
 ES0185  DESIGNATION -  7753.6
 ES0185  PID         -  ES0185
 ES0185  STATE/COUNTY-  AZ/COCONINO
 ES0185  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0185
 ES0185                         *CURRENT SURVEY CONTROL
 ES0185  ___________________________________________________________________
 ES0185* NAD 83(1986)-  34 23 39.     (N)    110 59 19.     (W)     SCALED    
 ES0185* NAVD 88     -      2364.49   (+/-2cm)    7757.5    (feet)  VERTCON   
 ES0185  ___________________________________________________________________
 ES0185  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0185  VERT ORDER  -  ? (See Below)
 ES0185
 ES0185.The horizontal coordinates were scaled from a topographic map and have
 ES0185.an estimated accuracy of +/- 6 seconds.
 ES0185
 ES0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0185.The vertical order pertains to the NGVD 29 superseded value.
 ES0185
 ES0185.The geoid height was determined by GEOID03.
 ES0185
 ES0185;                    North         East    Units  Estimated Accuracy
 ES0185;SPC AZ C     -   376,760.      298,690.      MT  (+/- 180 meters Scaled)
 ES0185
 ES0185                          SUPERSEDED SURVEY CONTROL
 ES0185
 ES0185  NGVD 29 (??/??/92) 2363.410  (m)         7753.95   (f) ADJ UNCH    ?  
 ES0185
 ES0185.Superseded values are not recommended for survey control.
 ES0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0185.See file dsdata.txt to determine how the superseded data were derived.
 ES0185
 ES0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD010058(NAD 83)
 ES0185_MARKER: N = NAIL
 ES0185_SETTING: 0 = UNSPECIFIED SETTING
 ES0185_STAMPING: 7753.6
 ES0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0185
 ES0185  HISTORY     - Date     Condition        Report By
 ES0185  HISTORY     - UNK      MONUMENTED       USGS
 ES0185  HISTORY     - 1933     GOOD             NGS
 ES0185  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0185
 ES0185                          STATION DESCRIPTION
 ES0185
 ES0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0185'54.1 MI SW FROM WINSLOW.
 ES0185'IN COCONINO COUNTY, 54.1 MILES SOUTHWEST ALONG THE PROMOTORY TOWER
 ES0185'ROAD FROM THE UNION OIL CO. BUILDING AT WINSLOW, NAVAJO COUNTY, 1.2
 ES0185'MILES NORTH OF THE JUNCTION OF THE HEBER ROAD, AND 24 FEET WEST OF THE
 ES0185'CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 ES0185'COPPER NAIL, STAMPED 7753.6.
 ES0185
 ES0185                          STATION RECOVERY (2005)
 ES0185
 ES0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0185'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0333 ***********************************************************************
 FS0333  DESIGNATION -  777+01.25
 FS0333  PID         -  FS0333
 FS0333  STATE/COUNTY-  AZ/MOHAVE
 FS0333  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0333
 FS0333                         *CURRENT SURVEY CONTROL
 FS0333  ___________________________________________________________________
 FS0333* NAD 83(1986)-  35 33 12.     (N)    114 22 11.     (W)     SCALED    
 FS0333* NAVD 88     -       878.742  (meters)    2883.01   (feet)  POSTED    
 FS0333  ___________________________________________________________________
 FS0333  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0333  DYNAMIC HT  -         877.740 (meters)    2879.72  (feet)  COMP
 FS0333  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 FS0333
 FS0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0333
 FS0333.The horizontal coordinates were scaled from a topographic map and have
 FS0333.an estimated accuracy of +/- 6 seconds.
 FS0333
 FS0333.The orthometric height was determined by differential leveling
 FS0333.and adjusted by the  in 1992.
 FS0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0333.rate of 0.0 thru 1.0 mm/km.
 FS0333
 FS0333.The geoid height was determined by GEOID03.
 FS0333
 FS0333.The dynamic height is computed by dividing the NAVD 88
 FS0333.geopotential number by the normal gravity value computed on the
 FS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0333.degrees latitude (g = 980.6199 gals.).
 FS0333
 FS0333.The modeled gravity was interpolated from observed gravity values.
 FS0333
 FS0333;                    North         East    Units  Estimated Accuracy
 FS0333;SPC AZ W     -   505,150.      157,170.      MT  (+/- 180 meters Scaled)
 FS0333
 FS0333                          SUPERSEDED SURVEY CONTROL
 FS0333
 FS0333  NGVD 29 (??/??/92)  877.974  (m)         2880.49   (f) ADJ UNCH    1 1
 FS0333
 FS0333.Superseded values are not recommended for survey control.
 FS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0333.See file dsdata.txt to determine how the superseded data were derived.
 FS0333
 FS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV384375(NAD 83)
 FS0333_MARKER: DD = SURVEY DISK
 FS0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0333_SP_SET: CULVERT
 FS0333_STAMPING: 777+01.25 2881.15 1935
 FS0333_MARK LOGO: AZHD  
 FS0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0333
 FS0333  HISTORY     - Date     Condition        Report By
 FS0333  HISTORY     - 1935     MONUMENTED       AZHD
 FS0333  HISTORY     - 1949     GOOD             NGS
 FS0333  HISTORY     - 1982     GOOD             NGS
 FS0333
 FS0333                          STATION DESCRIPTION
 FS0333
 FS0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0333'12.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0333'12.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0333'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 10-FOOT
 FS0333'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0333'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0333'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0333
 FS0333                          STATION RECOVERY (1982)
 FS0333
 FS0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0333'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1785 ***********************************************************************
 DU1785  DESIGNATION -  78 106
 DU1785  PID         -  DU1785
 DU1785  STATE/COUNTY-  AZ/MARICOPA
 DU1785  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1785
 DU1785                         *CURRENT SURVEY CONTROL
 DU1785  ___________________________________________________________________
 DU1785* NAD 83(1986)-  33 31 26.     (N)    111 54 33.     (W)     SCALED    
 DU1785* NAVD 88     -       388.002  (meters)    1272.97   (feet)  ADJUSTED  
 DU1785  ___________________________________________________________________
 DU1785  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1785  DYNAMIC HT  -         387.548 (meters)    1271.48  (feet)  COMP
 DU1785  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 DU1785
 DU1785  VERT ORDER  -  SECOND    CLASS I
 DU1785
 DU1785.The horizontal coordinates were scaled from a topographic map and have
 DU1785.an estimated accuracy of +/- 6 seconds.
 DU1785
 DU1785.The orthometric height was determined by differential leveling
 DU1785.and adjusted in November 1993.
 DU1785
 DU1785.The geoid height was determined by GEOID03.
 DU1785
 DU1785.The dynamic height is computed by dividing the NAVD 88
 DU1785.geopotential number by the normal gravity value computed on the
 DU1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1785.degrees latitude (g = 980.6199 gals.).
 DU1785
 DU1785.The modeled gravity was interpolated from observed gravity values.
 DU1785
 DU1785;                    North         East    Units  Estimated Accuracy
 DU1785;SPC AZ C     -   279,850.      214,060.      MT  (+/- 180 meters Scaled)
 DU1785
 DU1785                          SUPERSEDED SURVEY CONTROL
 DU1785
 DU1785.No superseded survey control is available for this station.
 DU1785
 DU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155097(NAD 83)
 DU1785_MARKER: DB = BENCH MARK DISK
 DU1785_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1785_SP_SET: CONCRETE BRIDGE
 DU1785_STAMPING: 78 106
 DU1785_MARK LOGO: USE   
 DU1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1785+STABILITY: SURFACE MOTION
 DU1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1785+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DU1785
 DU1785  HISTORY     - Date     Condition        Report By
 DU1785  HISTORY     - UNK      MONUMENTED       USE
 DU1785  HISTORY     - 1984     GOOD             AZDT
 DU1785  HISTORY     - 20061003 GOOD             GEOCAC
 DU1785
 DU1785                          STATION DESCRIPTION
 DU1785
 DU1785'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1785'IN SCOTTSDALE.
 DU1785'IN SCOTTSDALE, 1.3 KM (0.8 MI) SOUTH ALONG HAYDEN ROAD FROM THE
 DU1785'CROSSING OF THE ARIZONA CANAL, THENCE 0.1 KM (0.05 MI) WEST ALONG
 DU1785'MCDONALD DRIVE, IN THE TOP OF THE WEST END OF THE SOUTH BRIDGE WALL OF
 DU1785'THE MCDONALD DRIVE BRIDGE OVER A FLOOD CONTROL CANAL, ABOUT 10 METERS
 DU1785'(32.8 FT) SOUTHWEST OF S 473, AND ABOUT 1 METER (3.3 FT) ABOVE THE
 DU1785'DRIVE.
 DU1785
 DU1785                          STATION RECOVERY (2006)
 DU1785
 DU1785'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1785'RECOVERED AS DESCRIBED, EXCEPT THAT IT'S CLOSER TO 10 FEET (NOT
 DU1785'METERS) SSW OF S 473.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0898 ***********************************************************************
 DV0898  DESIGNATION -  78 A
 DV0898  PID         -  DV0898
 DV0898  STATE/COUNTY-  AZ/MARICOPA
 DV0898  USGS QUAD   -  BUCKEYE NW (1982)
 DV0898
 DV0898                         *CURRENT SURVEY CONTROL
 DV0898  ___________________________________________________________________
 DV0898* NAD 83(1986)-  33 26 15.     (N)    112 40 00.     (W)     SCALED    
 DV0898* NAVD 88     -       326.49   (+/-2cm)    1071.2    (feet)  VERTCON   
 DV0898  ___________________________________________________________________
 DV0898  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0898
 DV0898.The horizontal coordinates were scaled from a topographic map and have
 DV0898.an estimated accuracy of +/- 6 seconds.
 DV0898
 DV0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0898.The vertical order pertains to the NGVD 29 superseded value.
 DV0898
 DV0898.The geoid height was determined by GEOID03.
 DV0898
 DV0898;                    North         East    Units  Estimated Accuracy
 DV0898;SPC AZ C     -   270,520.      143,620.      MT  (+/- 180 meters Scaled)
 DV0898
 DV0898                          SUPERSEDED SURVEY CONTROL
 DV0898
 DV0898  NGVD 29 (??/??/92)  325.843  (m)         1069.04   (f) ADJ UNCH    2 0
 DV0898
 DV0898.Superseded values are not recommended for survey control.
 DV0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0898.See file dsdata.txt to determine how the superseded data were derived.
 DV0898
 DV0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC450010(NAD 83)
 DV0898_MARKER: DD = SURVEY DISK
 DV0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0898_STAMPING: 78 A 1962
 DV0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0898+STABILITY: SURFACE MOTION
 DV0898
 DV0898  HISTORY     - Date     Condition        Report By
 DV0898  HISTORY     - 1962     MONUMENTED       AZHD
 DV0898  HISTORY     - 1962     GOOD             NGS
 DV0898  HISTORY     - 1974     GOOD             NGS
 DV0898
 DV0898                          STATION DESCRIPTION
 DV0898
 DV0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0898'18.45 MI SE FROM TONOPAH.
 DV0898'0.65 MILE EAST-SOUTHEAST OF E 416 78.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0898'DISK STAMPED 78 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0898'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0898'HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL WITNESS POST.
 DV0898
 DV0898                          STATION RECOVERY (1974)
 DV0898
 DV0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0899 ***********************************************************************
 DV0899  DESIGNATION -  78 A RESET
 DV0899  PID         -  DV0899
 DV0899  STATE/COUNTY-  AZ/MARICOPA
 DV0899  USGS QUAD   -  BUCKEYE NW (1982)
 DV0899
 DV0899                         *CURRENT SURVEY CONTROL
 DV0899  ___________________________________________________________________
 DV0899* NAD 83(1986)-  33 26 16.     (N)    112 39 59.     (W)     SCALED    
 DV0899* NAVD 88     -       326.19   (+/-2cm)    1070.2    (feet)  VERTCON   
 DV0899  ___________________________________________________________________
 DV0899  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DV0899  VERT ORDER  -  THIRD (See Below)
 DV0899
 DV0899.The horizontal coordinates were scaled from a topographic map and have
 DV0899.an estimated accuracy of +/- 6 seconds.
 DV0899
 DV0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0899.The vertical order pertains to the NGVD 29 superseded value.
 DV0899
 DV0899.The geoid height was determined by GEOID03.
 DV0899
 DV0899;                    North         East    Units  Estimated Accuracy
 DV0899;SPC AZ C     -   270,550.      143,650.      MT  (+/- 180 meters Scaled)
 DV0899
 DV0899                          SUPERSEDED SURVEY CONTROL
 DV0899
 DV0899  NGVD 29 (03/28/06)  325.55   (m)         1068.1    (f) RESET       3  
 DV0899
 DV0899.Superseded values are not recommended for survey control.
 DV0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0899.See file dsdata.txt to determine how the superseded data were derived.
 DV0899
 DV0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC450010(NAD 83)
 DV0899_MARKER: DB = BENCH MARK DISK
 DV0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0899_SP_SET: MONUMENT
 DV0899_STAMPING: 78 A AHD 1974
 DV0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0899
 DV0899  HISTORY     - Date     Condition        Report By
 DV0899  HISTORY     - 1974     MONUMENTED       AZHD
 DV0899
 DV0899                          STATION DESCRIPTION
 DV0899
 DV0899'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0899'17.8 MI SE FROM TONOPAH.
 DV0899'15.2 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0899'10 OVER PASS AT TONOPAH, THENCE 2.0 MILES SOUTH ALONG PALO VERDE ROAD
 DV0899'TO I-10 WHICH IS UNDER CONSTRUCTION, THENCE 0.6 MILE EAST ALONG THE
 DV0899'SOUTH RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH
 DV0899'PROJECTS 2 INCHES.  ABOUT 100 YARDS NORTH OF A POWER POLE WITH
 DV0899'TRANSFORMER, 4 FEET EAST OF WITNESS SIGN ON BRACED FENCE POST AND 1
 DV0899'FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0649 ***********************************************************************
 ER0649  DESIGNATION -  78 BKC
 ER0649  PID         -  ER0649
 ER0649  STATE/COUNTY-  AZ/APACHE
 ER0649  USGS QUAD   -  CERRO HUECO (1984)
 ER0649
 ER0649                         *CURRENT SURVEY CONTROL
 ER0649  ___________________________________________________________________
 ER0649* NAD 83(1986)-  34 15 31.     (N)    109 33 04.     (W)     SCALED    
 ER0649* NAVD 88     -      2201.669  (meters)    7223.31   (feet)  ADJUSTED  
 ER0649  ___________________________________________________________________
 ER0649  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 ER0649  DYNAMIC HT  -        2198.295 (meters)    7212.24  (feet)  COMP
 ER0649  MODELED GRAV-     979,023.7   (mgal)                       NAVD 88
 ER0649
 ER0649  VERT ORDER  -  SECOND    CLASS 0
 ER0649
 ER0649.The horizontal coordinates were scaled from a topographic map and have
 ER0649.an estimated accuracy of +/- 6 seconds.
 ER0649
 ER0649.The orthometric height was determined by differential leveling
 ER0649.and adjusted in June 1991.
 ER0649
 ER0649.The geoid height was determined by GEOID03.
 ER0649
 ER0649.The dynamic height is computed by dividing the NAVD 88
 ER0649.geopotential number by the normal gravity value computed on the
 ER0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0649.degrees latitude (g = 980.6199 gals.).
 ER0649
 ER0649.The modeled gravity was interpolated from observed gravity values.
 ER0649
 ER0649;                    North         East    Units  Estimated Accuracy
 ER0649;SPC AZ E     -   361,510.      270,050.      MT  (+/- 180 meters Scaled)
 ER0649
 ER0649                          SUPERSEDED SURVEY CONTROL
 ER0649
 ER0649.No superseded survey control is available for this station.
 ER0649
 ER0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC334917(NAD 83)
 ER0649_MARKER: DB = BENCH MARK DISK
 ER0649_SETTING: 66 = SET IN ROCK OUTCROP
 ER0649_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0649_STAMPING: 78 BKC 1968 7220
 ER0649_MARK LOGO: USGS  
 ER0649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0649+STABILITY: POSITION/ELEVATION WELL
 ER0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0649+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0649
 ER0649  HISTORY     - Date     Condition        Report By
 ER0649  HISTORY     - 1968     MONUMENTED       USGS
 ER0649  HISTORY     - 20050729 GOOD             USPSQD
 ER0649
 ER0649                          STATION DESCRIPTION
 ER0649
 ER0649'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0649'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 19.2 MILES
 ER0649'NORTHWEST ALONG U S HIGHWAY 60, 76 FEET NORTH OF THE HIGHWAY, 8 FEET
 ER0649'EAST OF A WITNESS SIGN, 1 FOOT NORTH OF A FENCE, SET IN A ROCK
 ER0649'OUTCROP.
 ER0649
 ER0649                          STATION RECOVERY (2005)
 ER0649
 ER0649'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1028 ***********************************************************************
 FR1028  DESIGNATION -  78 EMH
 FR1028  PID         -  FR1028
 FR1028  STATE/COUNTY-  AZ/COCONINO
 FR1028  USGS QUAD   -  BISHOP LAKE (1981)
 FR1028
 FR1028                         *CURRENT SURVEY CONTROL
 FR1028  ___________________________________________________________________
 FR1028* NAD 83(1986)-  35 35 35.     (N)    112 41 49.     (W)     SCALED    
 FR1028* NAVD 88     -      1837.972  (meters)    6030.08   (feet)  POSTED    
 FR1028  ___________________________________________________________________
 FR1028  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FR1028  DYNAMIC HT  -        1835.550 (meters)    6022.13  (feet)  COMP
 FR1028  MODELED GRAV-     979,247.2   (mgal)                       NAVD 88
 FR1028
 FR1028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1028
 FR1028.The horizontal coordinates were scaled from a topographic map and have
 FR1028.an estimated accuracy of +/- 6 seconds.
 FR1028
 FR1028.The orthometric height was determined by differential leveling
 FR1028.and adjusted by the  in 1992.
 FR1028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1028.rate of 0.0 thru 1.0 mm/km.
 FR1028
 FR1028.The geoid height was determined by GEOID03.
 FR1028
 FR1028.The dynamic height is computed by dividing the NAVD 88
 FR1028.geopotential number by the normal gravity value computed on the
 FR1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1028.degrees latitude (g = 980.6199 gals.).
 FR1028
 FR1028.The modeled gravity was interpolated from observed gravity values.
 FR1028
 FR1028;                    North         East    Units  Estimated Accuracy
 FR1028;SPC AZ C     -   509,650.      142,650.      MT  (+/- 180 meters Scaled)
 FR1028
 FR1028                          SUPERSEDED SURVEY CONTROL
 FR1028
 FR1028  NGVD 29 (??/??/92) 1837.06   (m)         6027.1    (f) COMPUTED    2 2
 FR1028
 FR1028.Superseded values are not recommended for survey control.
 FR1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1028.See file dsdata.txt to determine how the superseded data were derived.
 FR1028
 FR1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE462401(NAD 83)
 FR1028_MARKER: DB = BENCH MARK DISK
 FR1028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1028_SP_SET: COPPER-CLAD STEEL ROD
 FR1028_STAMPING: 78 EMH 1973 6027
 FR1028_MARK LOGO: USGS  
 FR1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1028
 FR1028  HISTORY     - Date     Condition        Report By
 FR1028  HISTORY     - 1973     MONUMENTED       USGS
 FR1028
 FR1028                          STATION DESCRIPTION
 FR1028
 FR1028'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1028'66.9 KM (41.60 MI) NORTH FROM SELIGMAN.
 FR1028'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 3.4 MILES SOUTH ALONG A
 FR1028'DIRT ROAD, 0.4 MILES NORTH OF A FENCE CROSSING, ABOUT 235 FEET SOUTH
 FR1028'OF A DRAIN CROSSING, 95 FEET NORTH AND 32 FEET EAST OF THE JUNCTION
 FR1028'OF A TRACK ROAD NORTHWEST.  ROD DEPTH UNKNOWN.
 FR1028'THE MARK IS 1 FT ABOVE ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1659 ***********************************************************************
 DV1659  DESIGNATION -  786 6
 DV1659  PID         -  DV1659
 DV1659  STATE/COUNTY-  AZ/MARICOPA
 DV1659  USGS QUAD   -  PHOENIX (1982)
 DV1659
 DV1659                         *CURRENT SURVEY CONTROL
 DV1659  ___________________________________________________________________
 DV1659* NAD 83(1986)-  33 27 05.     (N)    112 02 21.     (W)     SCALED    
 DV1659* NAVD 88     -       335.827  (meters)    1101.79   (feet)  ADJUSTED  
 DV1659  ___________________________________________________________________
 DV1659  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1659  DYNAMIC HT  -         335.439 (meters)    1100.52  (feet)  COMP
 DV1659  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 DV1659
 DV1659  VERT ORDER  -  SECOND    CLASS I
 DV1659
 DV1659.The horizontal coordinates were scaled from a topographic map and have
 DV1659.an estimated accuracy of +/- 6 seconds.
 DV1659
 DV1659.The orthometric height was determined by differential leveling
 DV1659.and adjusted in November 1993.
 DV1659
 DV1659.The geoid height was determined by GEOID03.
 DV1659
 DV1659.The dynamic height is computed by dividing the NAVD 88
 DV1659.geopotential number by the normal gravity value computed on the
 DV1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1659.degrees latitude (g = 980.6199 gals.).
 DV1659
 DV1659.The modeled gravity was interpolated from observed gravity values.
 DV1659
 DV1659;                    North         East    Units  Estimated Accuracy
 DV1659;SPC AZ C     -   271,820.      201,970.      MT  (+/- 180 meters Scaled)
 DV1659
 DV1659                          SUPERSEDED SURVEY CONTROL
 DV1659
 DV1659.No superseded survey control is available for this station.
 DV1659
 DV1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034018(NAD 83)
 DV1659_MARKER: DB = BENCH MARK DISK
 DV1659_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1659_SP_SET: SIDEWALK
 DV1659_STAMPING: 786-6 1969
 DV1659_MARK LOGO: AZDT  
 DV1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1659+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DV1659
 DV1659  HISTORY     - Date     Condition        Report By
 DV1659  HISTORY     - 1969     MONUMENTED       AZDT
 DV1659  HISTORY     - 1981     GOOD             AZDT
 DV1659  HISTORY     - 20070313 GOOD             GEOCAC
 DV1659
 DV1659                          STATION DESCRIPTION
 DV1659
 DV1659'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1659'IN PHOENIX.
 DV1659'IN PHOENIX, FROM MCDOWELL AND 20TH STREET TRAVEL SOUTH ALONG 20TH
 DV1659'STREET FOR 1.0 MI (1.61 KM) TO VAN BUREN STREET AND THE MARK ON THE
 DV1659'NORTHWEST CORNER, 25.0 FT (7.62 METERS) WEST OF THE CENTERLINE OF 20TH
 DV1659'STREET, 45.0 FT (13.72 METERS) NORTH OF THE CENTERLINE OF VAN BUREN, A
 DV1659'STANDARD AZDT BRASS CAP EPOXIED ON SIDEWALK.
 DV1659
 DV1659                          STATION RECOVERY (2007)
 DV1659
 DV1659'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0332 ***********************************************************************
 FS0332  DESIGNATION -  788+91.25
 FS0332  PID         -  FS0332
 FS0332  STATE/COUNTY-  AZ/MOHAVE
 FS0332  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0332
 FS0332                         *CURRENT SURVEY CONTROL
 FS0332  ___________________________________________________________________
 FS0332* NAD 83(1986)-  35 33 14.     (N)    114 22 13.     (W)     SCALED    
 FS0332* NAVD 88     -       874.242  (meters)    2868.24   (feet)  POSTED    
 FS0332  ___________________________________________________________________
 FS0332  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0332  DYNAMIC HT  -         873.250 (meters)    2864.99  (feet)  COMP
 FS0332  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 FS0332
 FS0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0332
 FS0332.The horizontal coordinates were scaled from a topographic map and have
 FS0332.an estimated accuracy of +/- 6 seconds.
 FS0332
 FS0332.The orthometric height was determined by differential leveling
 FS0332.and adjusted by the  in 1992.
 FS0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0332.rate of 0.0 thru 1.0 mm/km.
 FS0332
 FS0332.The geoid height was determined by GEOID03.
 FS0332
 FS0332.The dynamic height is computed by dividing the NAVD 88
 FS0332.geopotential number by the normal gravity value computed on the
 FS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0332.degrees latitude (g = 980.6199 gals.).
 FS0332
 FS0332.The modeled gravity was interpolated from observed gravity values.
 FS0332
 FS0332;                    North         East    Units  Estimated Accuracy
 FS0332;SPC AZ W     -   505,210.      157,120.      MT  (+/- 180 meters Scaled)
 FS0332
 FS0332                          SUPERSEDED SURVEY CONTROL
 FS0332
 FS0332  NGVD 29 (??/??/92)  873.474  (m)         2865.72   (f) ADJ UNCH    1 1
 FS0332
 FS0332.Superseded values are not recommended for survey control.
 FS0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0332.See file dsdata.txt to determine how the superseded data were derived.
 FS0332
 FS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV383376(NAD 83)
 FS0332_MARKER: DD = SURVEY DISK
 FS0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0332_SP_SET: CULVERT
 FS0332_STAMPING: 788+91.25 2866.41 1935
 FS0332_MARK LOGO: AZHD  
 FS0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0332
 FS0332  HISTORY     - Date     Condition        Report By
 FS0332  HISTORY     - 1935     MONUMENTED       AZHD
 FS0332  HISTORY     - 1949     GOOD             NGS
 FS0332  HISTORY     - 1982     GOOD             NGS
 FS0332
 FS0332                          STATION DESCRIPTION
 FS0332
 FS0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0332'12.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0332'12.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0332'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 3- BY 10-FOOT
 FS0332'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0332'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0332'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0332
 FS0332                          STATION RECOVERY (1982)
 FS0332
 FS0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0332'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0650 ***********************************************************************
 ER0650  DESIGNATION -  79 BKC
 ER0650  PID         -  ER0650
 ER0650  STATE/COUNTY-  AZ/APACHE
 ER0650  USGS QUAD   -  CERRO HUECO (1984)
 ER0650
 ER0650                         *CURRENT SURVEY CONTROL
 ER0650  ___________________________________________________________________
 ER0650* NAD 83(1986)-  34 15 54.     (N)    109 34 06.     (W)     SCALED    
 ER0650* NAVD 88     -      2249.083  (meters)    7378.87   (feet)  ADJUSTED  
 ER0650  ___________________________________________________________________
 ER0650  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 ER0650  DYNAMIC HT  -        2245.653 (meters)    7367.61  (feet)  COMP
 ER0650  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 ER0650
 ER0650  VERT ORDER  -  SECOND    CLASS 0
 ER0650
 ER0650.The horizontal coordinates were scaled from a topographic map and have
 ER0650.an estimated accuracy of +/- 6 seconds.
 ER0650
 ER0650.The orthometric height was determined by differential leveling
 ER0650.and adjusted in June 1991.
 ER0650
 ER0650.The geoid height was determined by GEOID03.
 ER0650
 ER0650.The dynamic height is computed by dividing the NAVD 88
 ER0650.geopotential number by the normal gravity value computed on the
 ER0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0650.degrees latitude (g = 980.6199 gals.).
 ER0650
 ER0650.The modeled gravity was interpolated from observed gravity values.
 ER0650
 ER0650;                    North         East    Units  Estimated Accuracy
 ER0650;SPC AZ E     -   362,210.      268,460.      MT  (+/- 180 meters Scaled)
 ER0650
 ER0650                          SUPERSEDED SURVEY CONTROL
 ER0650
 ER0650.No superseded survey control is available for this station.
 ER0650
 ER0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC318924(NAD 83)
 ER0650_MARKER: DB = BENCH MARK DISK
 ER0650_SETTING: 66 = SET IN ROCK OUTCROP
 ER0650_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0650_STAMPING: 79 BKC 1968 7376
 ER0650_MARK LOGO: USGS  
 ER0650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0650+STABILITY: POSITION/ELEVATION WELL
 ER0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0650+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0650
 ER0650  HISTORY     - Date     Condition        Report By
 ER0650  HISTORY     - 1968     MONUMENTED       USGS
 ER0650  HISTORY     - 20050729 GOOD             USPSQD
 ER0650
 ER0650                          STATION DESCRIPTION
 ER0650
 ER0650'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0650'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 20.3 MILES
 ER0650'NORTHWEST ALONG U S HIGHWAY 60, 64 FEET NORTH OF THE HIGHWAY, 13 FEET
 ER0650'SOUTH OF A WITNESS SIGN ON A FENCE, SET IN A ROCK OUTCROP.
 ER0650
 ER0650                          STATION RECOVERY (2005)
 ER0650
 ER0650'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0619 ***********************************************************************
 FP0619  DESIGNATION -  79 DOR
 FP0619  PID         -  FP0619
 FP0619  STATE/COUNTY-  AZ/APACHE
 FP0619  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0619
 FP0619                         *CURRENT SURVEY CONTROL
 FP0619  ___________________________________________________________________
 FP0619* NAD 83(1986)-  35 07 04.     (N)    109 31 24.     (W)     SCALED    
 FP0619* NAVD 88     -      1723.201  (meters)    5653.54   (feet)  ADJUSTED  
 FP0619  ___________________________________________________________________
 FP0619  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FP0619  DYNAMIC HT  -        1720.796 (meters)    5645.64  (feet)  COMP
 FP0619  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 FP0619
 FP0619  VERT ORDER  -  SECOND    CLASS II
 FP0619
 FP0619.The horizontal coordinates were scaled from a topographic map and have
 FP0619.an estimated accuracy of +/- 6 seconds.
 FP0619
 FP0619.The orthometric height was determined by differential leveling
 FP0619.and adjusted in June 1991.
 FP0619
 FP0619.The geoid height was determined by GEOID03.
 FP0619
 FP0619.The dynamic height is computed by dividing the NAVD 88
 FP0619.geopotential number by the normal gravity value computed on the
 FP0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0619.degrees latitude (g = 980.6199 gals.).
 FP0619
 FP0619.The modeled gravity was interpolated from observed gravity values.
 FP0619
 FP0619;                    North         East    Units  Estimated Accuracy
 FP0619;SPC AZ E     -   456,830.      272,000.      MT  (+/- 180 meters Scaled)
 FP0619
 FP0619                          SUPERSEDED SURVEY CONTROL
 FP0619
 FP0619  NGVD 29 (??/??/92) 1722.28   (m)         5650.5    (f) COMPUTED    2 2
 FP0619
 FP0619.Superseded values are not recommended for survey control.
 FP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0619.See file dsdata.txt to determine how the superseded data were derived.
 FP0619
 FP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD345871(NAD 83)
 FP0619_MARKER: DB = BENCH MARK DISK
 FP0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0619_SP_SET: CONCRETE POST
 FP0619_STAMPING: 79 DOR 1972 5650
 FP0619_MARK LOGO: USGS  
 FP0619_PROJECTION: PROJECTING 18 CENTIMETERS
 FP0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0619+STABILITY: SURFACE MOTION
 FP0619
 FP0619  HISTORY     - Date     Condition        Report By
 FP0619  HISTORY     - 1972     MONUMENTED       USGS
 FP0619
 FP0619                          STATION DESCRIPTION
 FP0619
 FP0619'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0619'2.4 KM (1.50 MI) SOUTH FROM NAVAJO.
 FP0619'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0619'ROAD TO A T-ROAD SOUTH, THENCE 1.4 MILES SOUTH TO A CATTLEGUARD, 125
 FP0619'FEET SOUTH OF THE CATTLEGUARD, 37 FEET WEST OF THE ROAD AND 1 FOOT
 FP0619'EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1029 ***********************************************************************
 FR1029  DESIGNATION -  79 EMH
 FR1029  PID         -  FR1029
 FR1029  STATE/COUNTY-  AZ/COCONINO
 FR1029  USGS QUAD   -  BISHOP LAKE (1981)
 FR1029
 FR1029                         *CURRENT SURVEY CONTROL
 FR1029  ___________________________________________________________________
 FR1029* NAD 83(1986)-  35 36 26.     (N)    112 41 54.     (W)     SCALED    
 FR1029* NAVD 88     -      1863.666  (meters)    6114.38   (feet)  POSTED    
 FR1029  ___________________________________________________________________
 FR1029  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FR1029  DYNAMIC HT  -        1861.220 (meters)    6106.35  (feet)  COMP
 FR1029  MODELED GRAV-     979,251.7   (mgal)                       NAVD 88
 FR1029
 FR1029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1029
 FR1029.The horizontal coordinates were scaled from a topographic map and have
 FR1029.an estimated accuracy of +/- 6 seconds.
 FR1029
 FR1029.The orthometric height was determined by differential leveling
 FR1029.and adjusted by the  in 1992.
 FR1029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1029.rate of 0.0 thru 1.0 mm/km.
 FR1029
 FR1029.The geoid height was determined by GEOID03.
 FR1029
 FR1029.The dynamic height is computed by dividing the NAVD 88
 FR1029.geopotential number by the normal gravity value computed on the
 FR1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1029.degrees latitude (g = 980.6199 gals.).
 FR1029
 FR1029.The modeled gravity was interpolated from observed gravity values.
 FR1029
 FR1029;                    North         East    Units  Estimated Accuracy
 FR1029;SPC AZ C     -   511,220.      142,540.      MT  (+/- 180 meters Scaled)
 FR1029
 FR1029                          SUPERSEDED SURVEY CONTROL
 FR1029
 FR1029  NGVD 29 (??/??/92) 1862.76   (m)         6111.4    (f) COMPUTED    2 2
 FR1029
 FR1029.Superseded values are not recommended for survey control.
 FR1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1029.See file dsdata.txt to determine how the superseded data were derived.
 FR1029
 FR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE461417(NAD 83)
 FR1029_MARKER: DB = BENCH MARK DISK
 FR1029_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1029_SP_SET: COPPER-CLAD STEEL ROD
 FR1029_STAMPING: 79 EMH 1973 6112
 FR1029_MARK LOGO: USGS  
 FR1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1029
 FR1029  HISTORY     - Date     Condition        Report By
 FR1029  HISTORY     - 1973     MONUMENTED       USGS
 FR1029
 FR1029                          STATION DESCRIPTION
 FR1029
 FR1029'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1029'68.6 KM (42.60 MI) NORTH FROM SELIGMAN.
 FR1029'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 2.4 MILES SOUTH ALONG A
 FR1029'DIRT ROAD, 0.5 MILES NORTH OF A DRAIN CROSSING, NEAR THE TOP OF A
 FR1029'LONG GRADUAL GRADE, AT THE NORTH END OF A CURVE RIGHT, 150 FEET SOUTH
 FR1029'OF A LARGE LONE BUSH ON THE WEST EDGE OF THE ROAD, 27 FEET EAST OF
 FR1029'THE CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1029'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1502 ***********************************************************************
 CZ1502  DESIGNATION -  79 MDC
 CZ1502  PID         -  CZ1502
 CZ1502  STATE/COUNTY-  AZ/PIMA
 CZ1502  USGS QUAD   -  TUCSON SW (1992)
 CZ1502
 CZ1502                         *CURRENT SURVEY CONTROL
 CZ1502  ___________________________________________________________________
 CZ1502* NAD 83(1986)-  32 00 32.     (N)    110 56 59.     (W)     SCALED    
 CZ1502* NAVD 88     -       807.511  (meters)    2649.31   (feet)  ADJUSTED  
 CZ1502  ___________________________________________________________________
 CZ1502  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ1502  DYNAMIC HT  -         806.363 (meters)    2645.54  (feet)  COMP
 CZ1502  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 CZ1502
 CZ1502  VERT ORDER  -  FIRST     CLASS II
 CZ1502
 CZ1502.The horizontal coordinates were scaled from a topographic map and have
 CZ1502.an estimated accuracy of +/- 6 seconds.
 CZ1502
 CZ1502.The orthometric height was determined by differential leveling
 CZ1502.and adjusted in June 1991.
 CZ1502
 CZ1502.The geoid height was determined by GEOID03.
 CZ1502
 CZ1502.The dynamic height is computed by dividing the NAVD 88
 CZ1502.geopotential number by the normal gravity value computed on the
 CZ1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1502.degrees latitude (g = 980.6199 gals.).
 CZ1502
 CZ1502.The modeled gravity was interpolated from observed gravity values.
 CZ1502
 CZ1502;                    North         East    Units  Estimated Accuracy
 CZ1502;SPC AZ C     -   112,260.      304,710.      MT  (+/- 180 meters Scaled)
 CZ1502
 CZ1502                          SUPERSEDED SURVEY CONTROL
 CZ1502
 CZ1502.No superseded survey control is available for this station.
 CZ1502
 CZ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA047414(NAD 83)
 CZ1502_MARKER: DB = BENCH MARK DISK
 CZ1502_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ1502+WITH SETTING: PAVEMENT
 CZ1502_SP_SET: TOWER FOUNDATION
 CZ1502_STAMPING: 2647 79 MDC 1976
 CZ1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1502+STABILITY: SURFACE MOTION
 CZ1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1502+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ1502
 CZ1502  HISTORY     - Date     Condition        Report By
 CZ1502  HISTORY     - 1976     MONUMENTED       USGS
 CZ1502  HISTORY     - 1980     GOOD             NGS
 CZ1502  HISTORY     - 19950205 GOOD             USPSQD
 CZ1502  HISTORY     - 20020407 GOOD             USPSQD
 CZ1502  HISTORY     - 20060315 GOOD             USPSQD
 CZ1502  HISTORY     - 20070527 GOOD             GEOCAC
 CZ1502
 CZ1502                          STATION DESCRIPTION
 CZ1502
 CZ1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1502'5.9 KM NORTH FROM SAHUARITA.
 CZ1502'5.9 KILOMETERS (3.65 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CZ1502'POST OFFICE AT SAHUARTIA, SET IN TOP OF THE EAST CORNER OF THE
 CZ1502'EAST LEG OF A POWER TOWER AT A ANGLE IN THE POWER LINES,
 CZ1502'10.75 METERS (35.3 FEET) EAST OF THE EAST RAIL OF THE SOUTHERN
 CZ1502'PACIFIC RAILROAD, 40.8 METERS (133.8 FEET) NORTH OF THE CENTER-
 CZ1502'LINE OF A PRIVATE GRAVELED ROAD.
 CZ1502'THE MARK IS 0.6 M BELOW THE RAILS..
 CZ1502
 CZ1502                          STATION RECOVERY (1995)
 CZ1502
 CZ1502'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1502'RECOVERED IN GOOD CONDITION.
 CZ1502
 CZ1502                          STATION RECOVERY (2002)
 CZ1502
 CZ1502'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1502'RECOVERED IN GOOD CONDITION.
 CZ1502
 CZ1502                          STATION RECOVERY (2006)
 CZ1502
 CZ1502'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ1502'FOUND IN GOOD SHAPE.
 CZ1502
 CZ1502                          STATION RECOVERY (2007)
 CZ1502
 CZ1502'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0134 ***********************************************************************
 CZ0134  DESIGNATION -  79+44.0
 CZ0134  PID         -  CZ0134
 CZ0134  STATE/COUNTY-  AZ/PIMA
 CZ0134  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0134
 CZ0134                         *CURRENT SURVEY CONTROL
 CZ0134  ___________________________________________________________________
 CZ0134* NAD 83(1986)-  32 15 37.     (N)    110 58 41.     (W)     SCALED    
 CZ0134* NAVD 88     -       712.11   (+/-2cm)    2336.3    (feet)  VERTCON   
 CZ0134  ___________________________________________________________________
 CZ0134  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ0134  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0134
 CZ0134.The horizontal coordinates were scaled from a topographic map and have
 CZ0134.an estimated accuracy of +/- 6 seconds.
 CZ0134
 CZ0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0134.The vertical order pertains to the NGVD 29 superseded value.
 CZ0134
 CZ0134.The geoid height was determined by GEOID03.
 CZ0134
 CZ0134;                    North         East    Units  Estimated Accuracy
 CZ0134;SPC AZ C     -   140,110.      301,790.      MT  (+/- 180 meters Scaled)
 CZ0134
 CZ0134                          SUPERSEDED SURVEY CONTROL
 CZ0134
 CZ0134  NGVD 29 (??/??/92)  711.441  (m)         2334.12   (f) ADJ UNCH    1 2
 CZ0134
 CZ0134.Superseded values are not recommended for survey control.
 CZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0134.See file dsdata.txt to determine how the superseded data were derived.
 CZ0134
 CZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020692(NAD 83)
 CZ0134_MARKER: DD = SURVEY DISK
 CZ0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0134_SP_SET: CULVERT
 CZ0134_STAMPING: 2334.88 1937 79+44.0
 CZ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0134
 CZ0134  HISTORY     - Date     Condition        Report By
 CZ0134  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0134  HISTORY     - 1951     GOOD             NGS
 CZ0134
 CZ0134                          STATION DESCRIPTION
 CZ0134
 CZ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0134'3.0 MI N FROM TUCSON.
 CZ0134'3.0 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0134'BANK AT TUCSON, AT THE JUNCTION OF STATE HIGHWAY 84 LEADING NORTHWEST
 CZ0134'TO CASA GRANDE, AT THE SOUTHWEST EDGE OF A LARGE CIRCLE AND THE
 CZ0134'NORTHEAST EDGE OF A LARGE TRIANGULATION FORMED BY THE JUNCTION, 108
 CZ0134'1/2 FEET SOUTH OF THE CENTER OF AN INTERSECTION FORMED BY THE SOUTH
 CZ0134'BOUND LANE OF HIGHWAYS 80 AND 89 CROSSING THE WEST BOUND LANE OF
 CZ0134'HIGHWAY 84 AT A 3 X 10 FOOT CONCRETE BOX CULVERT OVER A
 CZ0134'NORTHWEST-SOUTHEAST DRAINAGE DITCH IN TOP OF THE CENTER OF THE
 CZ0134'NORTHEAST CONCRETE HEADWALL, 15 FEET NORTHEAST OF AND ABOUT 1 FOOT
 CZ0134'HIGHER THAN THE CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAYS 80 AND
 CZ0134'89.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0170 ***********************************************************************
 DB0170  DESIGNATION -  792+84.20
 DB0170  PID         -  DB0170
 DB0170  STATE/COUNTY-  AZ/YUMA
 DB0170  USGS QUAD   -  LIGURTA (1965)
 DB0170
 DB0170                         *CURRENT SURVEY CONTROL
 DB0170  ___________________________________________________________________
 DB0170* NAD 83(1986)-  32 40 21.     (N)    114 16 28.     (W)     SCALED    
 DB0170* NAVD 88     -        67.731  (meters)     222.21   (feet)  ADJUSTED  
 DB0170  ___________________________________________________________________
 DB0170  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0170  DYNAMIC HT  -          67.653 (meters)     221.96  (feet)  COMP
 DB0170  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 DB0170
 DB0170  VERT ORDER  -  FIRST     CLASS II
 DB0170
 DB0170.The horizontal coordinates were scaled from a topographic map and have
 DB0170.an estimated accuracy of +/- 6 seconds.
 DB0170
 DB0170.The orthometric height was determined by differential leveling
 DB0170.and adjusted in June 1991.
 DB0170
 DB0170.The geoid height was determined by GEOID03.
 DB0170
 DB0170.The dynamic height is computed by dividing the NAVD 88
 DB0170.geopotential number by the normal gravity value computed on the
 DB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0170.degrees latitude (g = 980.6199 gals.).
 DB0170
 DB0170.The modeled gravity was interpolated from observed gravity values.
 DB0170
 DB0170;                    North         East    Units  Estimated Accuracy
 DB0170;SPC AZ W     -   185,560.      164,170.      MT  (+/- 180 meters Scaled)
 DB0170
 DB0170                          SUPERSEDED SURVEY CONTROL
 DB0170
 DB0170  NGVD 29 (??/??/??)   67.081  (m)          220.08   (f) ADJUSTED    1 2
 DB0170
 DB0170.Superseded values are not recommended for survey control.
 DB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0170.See file dsdata.txt to determine how the superseded data were derived.
 DB0170
 DB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS555182(NAD 83)
 DB0170_MARKER: DD = SURVEY DISK
 DB0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0170_SP_SET: BRIDGE
 DB0170_STAMPING: 792 + 84.20 1949
 DB0170_MARK LOGO: AZHD  
 DB0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0170+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0170
 DB0170  HISTORY     - Date     Condition        Report By
 DB0170  HISTORY     - 1949     MONUMENTED       AZHD
 DB0170  HISTORY     - 1960     GOOD             NGS
 DB0170  HISTORY     - 1981     GOOD             NGS
 DB0170  HISTORY     - 1981     GOOD             NGS
 DB0170  HISTORY     - 20090207 GOOD             GEOCAC
 DB0170
 DB0170                          STATION DESCRIPTION
 DB0170
 DB0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0170'1.3 MI E FROM LIGURTA.
 DB0170'1.3 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 16 FEET SOUTH
 DB0170'OF THE CENTERLINE OF THE HIGHWAY, 3.6 FEET EAST OF THE WEST END
 DB0170'OF A WALK WAY ON A BRIDGE, SET IN THE CONCRETE WALK WAY OF A
 DB0170'HIGHWAY BRIDGE.
 DB0170
 DB0170                          STATION RECOVERY (1981)
 DB0170
 DB0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0170'12.5 KM (7.75 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0170'WELLTON, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 DB0170'LEADING TO DOME VALLEY, AT THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE
 DB0170'OVER A WASH, SET IN TOP OF THE CONCRETE WALK WAY OF THE BRIDGE, 64.9 M
 DB0170'(213 FT) NORTHWEST OF BENCH MARK OVERPASS RM 3, 4.9 KM (16.0 FT)
 DB0170'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DB0170'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0170
 DB0170                          STATION RECOVERY (1981)
 DB0170
 DB0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0170'12.5 KM (7.75 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0170'WELLTON, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 DB0170'LEADING TO DOME VALLEY, AT THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE
 DB0170'OVER A WASH, SET IN TOP OF THE CONCRETE WALK WAY OF THE BRIDGE, 64.9 M
 DB0170'(213 FT) NORTHWEST OF BENCH MARK OVERPASS RM 3, 4.9 KM (16.0 FT)
 DB0170'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DB0170'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0170
 DB0170                          STATION RECOVERY (2009)
 DB0170
 DB0170'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0170'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0170' 
 DB0170'OF N 32 40 21.7 W 114 16 31.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0820 ***********************************************************************
 CZ0820  DESIGNATION -  795+00
 CZ0820  PID         -  CZ0820
 CZ0820  STATE/COUNTY-  AZ/PIMA
 CZ0820  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0820
 CZ0820                         *CURRENT SURVEY CONTROL
 CZ0820  ___________________________________________________________________
 CZ0820* NAD 83(1986)-  32 08 11.     (N)    111 09 51.     (W)     SCALED    
 CZ0820* NAVD 88     -       739.74   (+/-2cm)    2427.0    (feet)  VERTCON   
 CZ0820  ___________________________________________________________________
 CZ0820  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0820
 CZ0820.The horizontal coordinates were scaled from a topographic map and have
 CZ0820.an estimated accuracy of +/- 6 seconds.
 CZ0820
 CZ0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0820.The vertical order pertains to the NGVD 29 superseded value.
 CZ0820
 CZ0820.The geoid height was determined by GEOID03.
 CZ0820
 CZ0820;                    North         East    Units  Estimated Accuracy
 CZ0820;SPC AZ C     -   126,240.      284,350.      MT  (+/- 180 meters Scaled)
 CZ0820
 CZ0820                          SUPERSEDED SURVEY CONTROL
 CZ0820
 CZ0820  NGVD 29 (??/??/92)  739.054  (m)         2424.71   (f) ADJ UNCH    2 0
 CZ0820
 CZ0820.Superseded values are not recommended for survey control.
 CZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0820.See file dsdata.txt to determine how the superseded data were derived.
 CZ0820
 CZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA845555(NAD 83)
 CZ0820_MARKER: DD = SURVEY DISK
 CZ0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0820_SP_SET: CULVERT
 CZ0820_STAMPING: 795+00 2425.42
 CZ0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0820
 CZ0820  HISTORY     - Date     Condition        Report By
 CZ0820  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0820  HISTORY     - 1951     GOOD             NGS
 CZ0820
 CZ0820                          STATION DESCRIPTION
 CZ0820
 CZ0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0820'12.3 MI SW FROM TUCSON.
 CZ0820'12.3 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0820'HIGHWAY 86, 0.4 MILE NORTHEAST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0820'AIRPORT, AND SET IN THE TOP AND CENTER OF THE NORTHWEST HEADWALL OF A
 CZ0820'12 BY 5 FEET CONCRETE CULVERT, 36.9 FEET SOUTHEAST OF A SOUTHEAST AND
 CZ0820'NORTHWEST FENCE, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0820'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0329 ***********************************************************************
 FS0329  DESIGNATION -  796+80
 FS0329  PID         -  FS0329
 FS0329  STATE/COUNTY-  AZ/MOHAVE
 FS0329  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0329
 FS0329                         *CURRENT SURVEY CONTROL
 FS0329  ___________________________________________________________________
 FS0329* NAD 83(1986)-  35 33 26.     (N)    114 22 21.     (W)     SCALED    
 FS0329* NAVD 88     -       871.480  (meters)    2859.18   (feet)  POSTED    
 FS0329  ___________________________________________________________________
 FS0329  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0329  DYNAMIC HT  -         870.490 (meters)    2855.93  (feet)  COMP
 FS0329  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 FS0329
 FS0329  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0329
 FS0329.The horizontal coordinates were scaled from a topographic map and have
 FS0329.an estimated accuracy of +/- 6 seconds.
 FS0329
 FS0329.The orthometric height was determined by differential leveling
 FS0329.and adjusted by the  in 1992.
 FS0329.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0329.rate of 1.1 thru 2.0 mm/km.
 FS0329
 FS0329.The geoid height was determined by GEOID03.
 FS0329
 FS0329.The dynamic height is computed by dividing the NAVD 88
 FS0329.geopotential number by the normal gravity value computed on the
 FS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0329.degrees latitude (g = 980.6199 gals.).
 FS0329
 FS0329.The modeled gravity was interpolated from observed gravity values.
 FS0329
 FS0329;                    North         East    Units  Estimated Accuracy
 FS0329;SPC AZ W     -   505,590.      156,920.      MT  (+/- 180 meters Scaled)
 FS0329
 FS0329                          SUPERSEDED SURVEY CONTROL
 FS0329
 FS0329  NGVD 29 (??/??/92)  870.713  (m)         2856.66   (f) ADJ UNCH    1 1
 FS0329
 FS0329.Superseded values are not recommended for survey control.
 FS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0329.See file dsdata.txt to determine how the superseded data were derived.
 FS0329
 FS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV381380(NAD 83)
 FS0329_MARKER: DD = SURVEY DISK
 FS0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0329_SP_SET: CULVERT
 FS0329_STAMPING: 796+80 2857.36 1935
 FS0329_MARK LOGO: AZHD  
 FS0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0329
 FS0329  HISTORY     - Date     Condition        Report By
 FS0329  HISTORY     - 1935     MONUMENTED       AZHD
 FS0329  HISTORY     - 1949     GOOD             NGS
 FS0329  HISTORY     - 1955     GOOD             NGS
 FS0329  HISTORY     - 1982     GOOD             NGS
 FS0329
 FS0329                          STATION DESCRIPTION
 FS0329
 FS0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0329'12.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0329'12.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0329'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 100 YARDS SOUTH
 FS0329'OF MILEPOST 40, AT A DOUBLE 4- BY 6-FOOT CONCRETE BOX CULVERT,
 FS0329'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL,
 FS0329'14.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 FS0329'1 FOOT HIGHER THAN THE HIGHWAY.
 FS0329
 FS0329                          STATION RECOVERY (1955)
 FS0329
 FS0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0329'RECOVERED IN GOOD CONDITION.
 FS0329
 FS0329                          STATION RECOVERY (1982)
 FS0329
 FS0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0329'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0038 ***********************************************************************
 EU0038  DESIGNATION -  797.70
 EU0038  PID         -  EU0038
 EU0038  STATE/COUNTY-  AZ/MOHAVE
 EU0038  USGS QUAD   -  TOPOCK (1970)
 EU0038
 EU0038                         *CURRENT SURVEY CONTROL
 EU0038  ___________________________________________________________________
 EU0038* NAD 83(1986)-  34 43 39.     (N)    114 22 38.     (W)     SCALED    
 EU0038* NAVD 88     -       243.74   (+/-2cm)     799.7    (feet)  VERTCON   
 EU0038  ___________________________________________________________________
 EU0038  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 EU0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0038
 EU0038.The horizontal coordinates were scaled from a topographic map and have
 EU0038.an estimated accuracy of +/- 6 seconds.
 EU0038
 EU0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0038.The vertical order pertains to the NGVD 29 superseded value.
 EU0038
 EU0038.The geoid height was determined by GEOID03.
 EU0038
 EU0038;                    North         East    Units  Estimated Accuracy
 EU0038;SPC AZ W     -   413,540.      155,920.      MT  (+/- 180 meters Scaled)
 EU0038
 EU0038                          SUPERSEDED SURVEY CONTROL
 EU0038
 EU0038  NGVD 29 (??/??/??)  243.076  (m)          797.49   (f) ADJUSTED    2 0
 EU0038
 EU0038.Superseded values are not recommended for survey control.
 EU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0038.See file dsdata.txt to determine how the superseded data were derived.
 EU0038
 EU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU401459(NAD 83)
 EU0038_MARKER: DD = SURVEY DISK
 EU0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0038_SP_SET: CULVERT
 EU0038_STAMPING: 797.70 834X00 1951
 EU0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0038
 EU0038  HISTORY     - Date     Condition        Report By
 EU0038  HISTORY     - 1951     MONUMENTED       AZHD
 EU0038  HISTORY     - 1961     GOOD             NGS
 EU0038  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0038
 EU0038                          STATION DESCRIPTION
 EU0038
 EU0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0038'6.4 MI E FROM TOPOCK.
 EU0038'ABOUT 6.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0038'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0038'NEAR THE JUNCTION OF THE ROAD NORTH TO POWELL, SET IN THE TOP AND
 EU0038'APPROXIMATE CENTER OF THE SOUTH HEADWALL OF AN 8 FOOT CONCRETE
 EU0038'BOX CULVERT, 26 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 EU0038'263 FEET WEST OF THE EXTENDED CENTER OF THE ROAD NORTH TO POWELL
 EU0038'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 EU0038
 EU0038                          STATION RECOVERY (1981)
 EU0038
 EU0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0038'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0210 ***********************************************************************
 DT0210  DESIGNATION -  7992.76
 DT0210  PID         -  DT0210
 DT0210  STATE/COUNTY-  AZ/APACHE
 DT0210  USGS QUAD   -  ALPINE (1991)
 DT0210
 DT0210                         *CURRENT SURVEY CONTROL
 DT0210  ___________________________________________________________________
 DT0210* NAD 83(1986)-  33 50 54.     (N)    109 08 40.     (W)     SCALED    
 DT0210* NAVD 88     -      2439.733  (meters)    8004.36   (feet)  ADJUSTED  
 DT0210  ___________________________________________________________________
 DT0210  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0210  DYNAMIC HT  -        2435.735 (meters)    7991.24  (feet)  COMP
 DT0210  MODELED GRAV-     978,909.5   (mgal)                       NAVD 88
 DT0210
 DT0210  VERT ORDER  -  FIRST     CLASS II
 DT0210
 DT0210.The horizontal coordinates were scaled from a topographic map and have
 DT0210.an estimated accuracy of +/- 6 seconds.
 DT0210
 DT0210.The orthometric height was determined by differential leveling
 DT0210.and adjusted in June 1991.
 DT0210
 DT0210.The geoid height was determined by GEOID03.
 DT0210
 DT0210.The dynamic height is computed by dividing the NAVD 88
 DT0210.geopotential number by the normal gravity value computed on the
 DT0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0210.degrees latitude (g = 980.6199 gals.).
 DT0210
 DT0210.The modeled gravity was interpolated from observed gravity values.
 DT0210
 DT0210;                    North         East    Units  Estimated Accuracy
 DT0210;SPC AZ E     -   316,300.      307,960.      MT  (+/- 180 meters Scaled)
 DT0210
 DT0210                          SUPERSEDED SURVEY CONTROL
 DT0210
 DT0210  NGVD 29 (??/??/92) 2438.65   (m)         8000.8    (f) COMPUTED    1 2
 DT0210
 DT0210.Superseded values are not recommended for survey control.
 DT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0210.See file dsdata.txt to determine how the superseded data were derived.
 DT0210
 DT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC716468(NAD 83)
 DT0210_MARKER: P = PIPE CAP
 DT0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0210_STAMPING: 7992.76
 DT0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0210
 DT0210  HISTORY     - Date     Condition        Report By
 DT0210  HISTORY     - UNK      MONUMENTED       BPR
 DT0210  HISTORY     - 1934     GOOD             NGS
 DT0210  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0210  HISTORY     - 19891004 MARK NOT FOUND   USPSQD
 DT0210
 DT0210                          STATION DESCRIPTION
 DT0210
 DT0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0210'IN ALPINE.
 DT0210'AT ALPINE, APACHE COUNTY, ON U.S. HIGHWAY 260 AND 666, 90 FEET NORTH
 DT0210'OF THE GENERAL STORE AND POST OFFICE, 35 FEET NORTH OF THE NORTH END
 DT0210'OF A CULVERT, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 DT0210'INCHES SOUTH OF THE FENCE AROUND A HOUSE AND LOT.  A UNITED STATES
 DT0210'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 7992.76 AND FASTENED ON
 DT0210'THE TOP OF A 3-INCH IRON PIPE SET IN CONCRETE.
 DT0210
 DT0210                          STATION RECOVERY (1980)
 DT0210
 DT0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0210'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 DT0210
 DT0210                          STATION RECOVERY (1989)
 DT0210
 DT0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0408 ***********************************************************************
 GR0408  DESIGNATION -  8
 GR0408  PID         -  GR0408
 GR0408  STATE/COUNTY-  AZ/MOHAVE
 GR0408  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0408
 GR0408                         *CURRENT SURVEY CONTROL
 GR0408  ___________________________________________________________________
 GR0408* NAD 83(1986)-  36 07 14.     (N)    114 00 25.     (W)     SCALED    
 GR0408* NAVD 88     -       429.886  (meters)    1410.38   (feet)  POSTED    
 GR0408  ___________________________________________________________________
 GR0408  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR0408  DYNAMIC HT  -         429.460 (meters)    1408.99  (feet)  COMP
 GR0408  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 GR0408
 GR0408  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0408
 GR0408.The horizontal coordinates were scaled from a topographic map and have
 GR0408.an estimated accuracy of +/- 6 seconds.
 GR0408
 GR0408.The orthometric height was determined by differential leveling
 GR0408.and adjusted by the  in 1992.
 GR0408.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0408.was located on a no-check spur therefore a value was not computed.
 GR0408.No vertical observational check was made to the station.
 GR0408
 GR0408.The geoid height was determined by GEOID03.
 GR0408
 GR0408.The dynamic height is computed by dividing the NAVD 88
 GR0408.geopotential number by the normal gravity value computed on the
 GR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0408.degrees latitude (g = 980.6199 gals.).
 GR0408
 GR0408.The modeled gravity was interpolated from observed gravity values.
 GR0408
 GR0408;                    North         East    Units  Estimated Accuracy
 GR0408;SPC AZ W     -   567,940.      190,230.      MT  (+/- 180 meters Scaled)
 GR0408
 GR0408                          SUPERSEDED SURVEY CONTROL
 GR0408
 GR0408  NGVD 29 (??/??/92)  429.206  (m)         1408.15   (f) ADJ UNCH    1 1
 GR0408
 GR0408.Superseded values are not recommended for survey control.
 GR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0408.See file dsdata.txt to determine how the superseded data were derived.
 GR0408
 GR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA693014(NAD 83)
 GR0408_MARKER: DD = SURVEY DISK
 GR0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0408_STAMPING: 8 EL. 1408.39
 GR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0408+STABILITY: SURFACE MOTION
 GR0408
 GR0408  HISTORY     - Date     Condition        Report By
 GR0408  HISTORY     - UNK      MONUMENTED       NPS
 GR0408  HISTORY     - 1950     GOOD             NGS
 GR0408  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0408
 GR0408                          STATION DESCRIPTION
 GR0408
 GR0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0408'0.8 MI NW FROM PIERCES FERRY.
 GR0408'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0408'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GR0408'THENCE 0.3 MILE NORTHWEST ALONG A DIRT ROAD, ABOUT 150 YARDS WEST OF
 GR0408'BM SEISMOGRAPH, ON THE TOP OF THE EAST END OF AN EAST-WEST RIDGE, 24.2
 GR0408'FEET SOUTHWEST OF A 20-FOOT-HIGH 4-BY 4-INCH POLE, AND SET IN THE TOP
 GR0408'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 GR0408
 GR0408                          STATION RECOVERY (1979)
 GR0408
 GR0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1597 ***********************************************************************
 DV1597  DESIGNATION -  8 A
 DV1597  PID         -  DV1597
 DV1597  STATE/COUNTY-  AZ/LA PAZ
 DV1597  USGS QUAD   -  BEAR HILLS (1990)
 DV1597
 DV1597                         *CURRENT SURVEY CONTROL
 DV1597  ___________________________________________________________________
 DV1597* NAD 83(1986)-  33 38 42.     (N)    113 52 46.     (W)     SCALED    
 DV1597* NAVD 88     -       389.11   (+/-2cm)    1276.6    (feet)  VERTCON   
 DV1597  ___________________________________________________________________
 DV1597  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1597
 DV1597.The horizontal coordinates were scaled from a topographic map and have
 DV1597.an estimated accuracy of +/- 6 seconds.
 DV1597
 DV1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1597.The vertical order pertains to the NGVD 29 superseded value.
 DV1597
 DV1597.The geoid height was determined by GEOID03.
 DV1597
 DV1597;                    North         East    Units  Estimated Accuracy
 DV1597;SPC AZ W     -   293,300.      201,350.      MT  (+/- 180 meters Scaled)
 DV1597
 DV1597                          SUPERSEDED SURVEY CONTROL
 DV1597
 DV1597  NGVD 29 (??/??/92)  388.434  (m)         1274.39   (f) ADJ UNCH    2 0
 DV1597
 DV1597.Superseded values are not recommended for survey control.
 DV1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1597.See file dsdata.txt to determine how the superseded data were derived.
 DV1597
 DV1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC329265(NAD 83)
 DV1597_MARKER: DD = SURVEY DISK
 DV1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1597_STAMPING: 8 A 1962
 DV1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1597+STABILITY: SURFACE MOTION
 DV1597
 DV1597  HISTORY     - Date     Condition        Report By
 DV1597  HISTORY     - 1962     MONUMENTED       AZHD
 DV1597
 DV1597                          STATION DESCRIPTION
 DV1597
 DV1597'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1597'7.35 MI SE FROM BRENDA.
 DV1597'0.5 MILE EAST-SOUTHEAST OF Y 395 8, AN ARIZONA HIGHWAY DEPARTMENT
 DV1597'DISK, STAMPED 8 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1597'GROUND, IN THE CNTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1597'HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0766 ***********************************************************************
 FQ0766  DESIGNATION -  8 HLS
 FQ0766  PID         -  FQ0766
 FQ0766  STATE/COUNTY-  AZ/NAVAJO
 FQ0766  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0766
 FQ0766                         *CURRENT SURVEY CONTROL
 FQ0766  ___________________________________________________________________
 FQ0766* NAD 83(1986)-  35 04 39.     (N)    110 21 46.     (W)     SCALED    
 FQ0766* NAVD 88     -      1548.424  (meters)    5080.12   (feet)  ADJUSTED  
 FQ0766  ___________________________________________________________________
 FQ0766  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0766  DYNAMIC HT  -        1546.348 (meters)    5073.31  (feet)  COMP
 FQ0766  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FQ0766
 FQ0766  VERT ORDER  -  THIRD
 FQ0766
 FQ0766.The horizontal coordinates were scaled from a topographic map and have
 FQ0766.an estimated accuracy of +/- 6 seconds.
 FQ0766
 FQ0766.The orthometric height was determined by differential leveling
 FQ0766.and adjusted in June 1991.
 FQ0766
 FQ0766.The geoid height was determined by GEOID03.
 FQ0766
 FQ0766.The dynamic height is computed by dividing the NAVD 88
 FQ0766.geopotential number by the normal gravity value computed on the
 FQ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0766.degrees latitude (g = 980.6199 gals.).
 FQ0766
 FQ0766.The modeled gravity was interpolated from observed gravity values.
 FQ0766
 FQ0766;                    North         East    Units  Estimated Accuracy
 FQ0766;SPC AZ E     -   452,190.      195,480.      MT  (+/- 180 meters Scaled)
 FQ0766
 FQ0766                          SUPERSEDED SURVEY CONTROL
 FQ0766
 FQ0766  NGVD 29 (??/??/92) 1547.65   (m)         5077.6    (f) COMPUTED    3 0
 FQ0766
 FQ0766.Superseded values are not recommended for survey control.
 FQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0766.See file dsdata.txt to determine how the superseded data were derived.
 FQ0766
 FQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD580818(NAD 83)
 FQ0766_MARKER: DB = BENCH MARK DISK
 FQ0766_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0766_SP_SET: COPPER-CLAD STEEL ROD
 FQ0766_STAMPING: 8 HLS 1970 5078
 FQ0766_MARK LOGO: USGS  
 FQ0766_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0766+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0766
 FQ0766  HISTORY     - Date     Condition        Report By
 FQ0766  HISTORY     - 1970     MONUMENTED       USGS
 FQ0766
 FQ0766                          STATION DESCRIPTION
 FQ0766
 FQ0766'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0766'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0766'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0766'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 3.0 MILES
 FQ0766'NORTHEAST ALONG THE ROAD, 51 FEET SOUTH OF THE SOUTH BANK OF A WASH,
 FQ0766'30 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 FQ0766'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 FQ0766'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0868 ***********************************************************************
 FQ0868  DESIGNATION -  8 JRH
 FQ0868  PID         -  FQ0868
 FQ0868  STATE/COUNTY-  AZ/COCONINO
 FQ0868  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0868
 FQ0868                         *CURRENT SURVEY CONTROL
 FQ0868  ___________________________________________________________________
 FQ0868* NAD 83(1986)-  35 38 44.     (N)    111 44 15.     (W)     SCALED    
 FQ0868* NAVD 88     -      1888.194  (meters)    6194.85   (feet)  POSTED    
 FQ0868  ___________________________________________________________________
 FQ0868  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0868  DYNAMIC HT  -        1885.660 (meters)    6186.54  (feet)  COMP
 FQ0868  MODELED GRAV-     979,224.3   (mgal)                       NAVD 88
 FQ0868
 FQ0868  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0868
 FQ0868.The horizontal coordinates were scaled from a topographic map and have
 FQ0868.an estimated accuracy of +/- 6 seconds.
 FQ0868
 FQ0868.The orthometric height was determined by differential leveling
 FQ0868.and adjusted by the  in 1992.
 FQ0868.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0868.rate of 0.0 thru 1.0 mm/km.
 FQ0868
 FQ0868.The geoid height was determined by GEOID03.
 FQ0868
 FQ0868.The dynamic height is computed by dividing the NAVD 88
 FQ0868.geopotential number by the normal gravity value computed on the
 FQ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0868.degrees latitude (g = 980.6199 gals.).
 FQ0868
 FQ0868.The modeled gravity was interpolated from observed gravity values.
 FQ0868
 FQ0868;                    North         East    Units  Estimated Accuracy
 FQ0868;SPC AZ C     -   515,200.      229,590.      MT  (+/- 180 meters Scaled)
 FQ0868
 FQ0868                          SUPERSEDED SURVEY CONTROL
 FQ0868
 FQ0868.No superseded survey control is available for this station.
 FQ0868
 FQ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE332448(NAD 83)
 FQ0868_MARKER: DB = BENCH MARK DISK
 FQ0868_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0868_SP_SET: ROCK OUTCROP
 FQ0868_STAMPING: 8 JRH 1959 6192
 FQ0868_MARK LOGO: USGS  
 FQ0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0868+STABILITY: POSITION/ELEVATION WELL
 FQ0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0868+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0868
 FQ0868  HISTORY     - Date     Condition        Report By
 FQ0868  HISTORY     - 1959     MONUMENTED       USGS
 FQ0868
 FQ0868                          STATION DESCRIPTION
 FQ0868
 FQ0868'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0868'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0868'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0868'LOOKOUT TOWER, PROCEED 28.1 MILES SOUTH TO A LARGE ROCK OUTCROP ON A
 FQ0868'RIDGE, 4.3 MILES NORTHEAST OF TUB RANCH, 640 FEET NORTH OF THE LARGE
 FQ0868'OUTCROP, 475 FEET EAST OF THE CENTER OF THE ROAD, IN A FLAT ROCK
 FQ0868'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0284 ***********************************************************************
 DV0284  DESIGNATION -  8 LUKE FIELD
 DV0284  PID         -  DV0284
 DV0284  STATE/COUNTY-  AZ/MARICOPA
 DV0284  USGS QUAD   -  EL MIRAGE (1982)
 DV0284
 DV0284                         *CURRENT SURVEY CONTROL
 DV0284  ___________________________________________________________________
 DV0284* NAD 83(1986)-  33 32 10.     (N)    112 21 55.     (W)     SCALED    
 DV0284* NAVD 88     -       330.81   (+/-2cm)    1085.3    (feet)  VERTCON   
 DV0284  ___________________________________________________________________
 DV0284  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0284
 DV0284.The horizontal coordinates were scaled from a topographic map and have
 DV0284.an estimated accuracy of +/- 6 seconds.
 DV0284
 DV0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0284.The vertical order pertains to the NGVD 29 superseded value.
 DV0284
 DV0284.The geoid height was determined by GEOID03.
 DV0284
 DV0284;                    North         East    Units  Estimated Accuracy
 DV0284;SPC AZ C     -   281,300.      171,700.      MT  (+/- 180 meters Scaled)
 DV0284
 DV0284                          SUPERSEDED SURVEY CONTROL
 DV0284
 DV0284  NGVD 29 (??/??/92)  330.259  (m)         1083.52   (f) ADJ UNCH    2 0
 DV0284
 DV0284.Superseded values are not recommended for survey control.
 DV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0284.See file dsdata.txt to determine how the superseded data were derived.
 DV0284
 DV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC732115(NAD 83)
 DV0284_MARKER: Q = CHISELED SQUARE
 DV0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0284_SP_SET: ANCHORAGE
 DV0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0284
 DV0284  HISTORY     - Date     Condition        Report By
 DV0284  HISTORY     - UNK      MONUMENTED       DOD
 DV0284  HISTORY     - 1945     GOOD             NGS
 DV0284
 DV0284                          STATION DESCRIPTION
 DV0284
 DV0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0284'IN LUKE FIELD.
 DV0284'AT LUKE FIELD, MARICOPA COUNTY, 102 FEET WEST OF THE SOUTHWEST CORNER
 DV0284'OF HANGAR AT-6 PLM, NEAR THE INTERSECTION OF THE PROLONGATIONS OF THE
 DV0284'CENTERLINES OF EIGHTH AND K STREETS, 68 FEET NORTHWEST OF FIRE HYDRANT
 DV0284'25, 88 FEET SOUTHEAST OF FIRE HYDRANT 24, AND ON THE PAVEMENT ON THE
 DV0284'NORTHEAST EDGE OF THE ANCHORAGE.  A CROSS INSIDE A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1693 ***********************************************************************
 DV1693  DESIGNATION -  8+96.26
 DV1693  PID         -  DV1693
 DV1693  STATE/COUNTY-  AZ/MARICOPA
 DV1693  USGS QUAD   -  TOLLESON (1982)
 DV1693
 DV1693                         *CURRENT SURVEY CONTROL
 DV1693  ___________________________________________________________________
 DV1693* NAD 83(1986)-  33 27 50.     (N)    112 16 21.     (W)     SCALED    
 DV1693* NAVD 88     -       311.819  (meters)    1023.03   (feet)  ADJUSTED  
 DV1693  ___________________________________________________________________
 DV1693  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1693  DYNAMIC HT  -         311.454 (meters)    1021.83  (feet)  COMP
 DV1693  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 DV1693
 DV1693  VERT ORDER  -  SECOND    CLASS I
 DV1693
 DV1693.The horizontal coordinates were scaled from a topographic map and have
 DV1693.an estimated accuracy of +/- 6 seconds.
 DV1693
 DV1693.The orthometric height was determined by differential leveling
 DV1693.and adjusted in November 1993.
 DV1693
 DV1693.The geoid height was determined by GEOID03.
 DV1693
 DV1693.The dynamic height is computed by dividing the NAVD 88
 DV1693.geopotential number by the normal gravity value computed on the
 DV1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1693.degrees latitude (g = 980.6199 gals.).
 DV1693
 DV1693.The modeled gravity was interpolated from observed gravity values.
 DV1693
 DV1693;                    North         East    Units  Estimated Accuracy
 DV1693;SPC AZ C     -   273,250.      180,290.      MT  (+/- 180 meters Scaled)
 DV1693
 DV1693                          SUPERSEDED SURVEY CONTROL
 DV1693
 DV1693.No superseded survey control is available for this station.
 DV1693
 DV1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817034(NAD 83)
 DV1693_MARKER: DB = BENCH MARK DISK
 DV1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1693_SP_SET: CONCRETE POST
 DV1693_STAMPING: 8+96.26
 DV1693_MARK LOGO: AZDT  
 DV1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1693+STABILITY: SURFACE MOTION
 DV1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1693+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DV1693
 DV1693  HISTORY     - Date     Condition        Report By
 DV1693  HISTORY     - 1982     MONUMENTED       AZDT
 DV1693  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1693  HISTORY     - 20060915 GOOD             GEOCAC
 DV1693
 DV1693                          STATION DESCRIPTION
 DV1693
 DV1693'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1693'IN TOLLESON.
 DV1693'IN TOLLESON, FROM 99TH AVENUE AND INTERSTATE 10 TRAVEL NORTH FOR 0.2
 DV1693'MI (0.32 KM) TO MCDOWELL ROAD AND THE STATION IN THE SOUTHEAST CORNER
 DV1693'OF THE INTERSECTION, 2.3 FT (0.70 METERS) NORTH OF A RIGHT-OF-WAY
 DV1693'ANGLE IRON, 95.0 FT (28.96 METERS) SOUTHEAST OF SECTION CORNER
 DV1693'MONUMENT NW-4, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE POST.
 DV1693
 DV1693                          STATION RECOVERY (2006)
 DV1693
 DV1693'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1693'MARK NOT FOUND.
 DV1693
 DV1693                          STATION RECOVERY (2006)
 DV1693
 DV1693'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1554 ***********************************************************************
 DA1554  DESIGNATION -  80 124 4
 DA1554  PID         -  DA1554
 DA1554  STATE/COUNTY-  AZ/MARICOPA
 DA1554  USGS QUAD   -  GILA BEND (1973)
 DA1554
 DA1554                         *CURRENT SURVEY CONTROL
 DA1554  ___________________________________________________________________
 DA1554* NAD 83(1992)-  32 59 46.97703(N)    112 39 37.49680(W)     ADJUSTED  
 DA1554* NAVD 88     -       234.4    (meters)     769.     (feet)  VERTCON   
 DA1554  ___________________________________________________________________
 DA1554  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DA1554  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA1554  HORZ ORDER  -  SECOND
 DA1554
 DA1554.The horizontal coordinates were established by classical geodetic methods
 DA1554.and adjusted by the National Geodetic Survey in August 1993.
 DA1554
 DA1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1554
 DA1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1554
 DA1554.The geoid height was determined by GEOID03.
 DA1554
 DA1554;                    North         East     Units Scale Factor Converg.
 DA1554;SPC AZ C     -   221,596.058   143,857.569   MT  0.99995954   -0 24 18.2
 DA1554;SPC AZ C     -   727,021.19    471,973.65   iFT  0.99995954   -0 24 18.2
 DA1554;UTM  12      - 3,652,110.199   344,875.642   MT  0.99989671   -0 54 15.9
 DA1554
 DA1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1554!SPC AZ C     -   0.99996810  x   0.99995954  =   0.99992764
 DA1554!UTM  12      -   0.99996810  x   0.99989671  =   0.99986482
 DA1554
 DA1554|---------------------------------------------------------------------|
 DA1554| PID    Reference Object                     Distance      Geod. Az  |
 DA1554|                                                           dddmmss.s |
 DA1554| CH4648 80 124 4 RM 1                        13.605 METERS 02633     |
 DA1554| DV2148 BUMP                                APPROX. 7.6 KM 0482937.6 |
 DA1554| CH4649 80 124 4 RM 2                        14.070 METERS 20131     |
 DA1554|---------------------------------------------------------------------|
 DA1554
 DA1554                          SUPERSEDED SURVEY CONTROL
 DA1554
 DA1554  NAD 83(1986)-  32 59 46.96982(N)    112 39 37.50084(W) AD(       ) 2
 DA1554  NAD 27      -  32 59 46.80982(N)    112 39 34.91140(W) AD(       ) 2
 DA1554  NGVD 29 (07/19/86)  233.8    (m)          767.     (f) VERT ANG    3  
 DA1554
 DA1554.Superseded values are not recommended for survey control.
 DA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1554.See file dsdata.txt to determine how the superseded data were derived.
 DA1554
 DA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4487652110(NAD 83)
 DA1554_MARKER: DD = SURVEY DISK
 DA1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1554
 DA1554  HISTORY     - Date     Condition        Report By
 DA1554  HISTORY     - 1974     MONUMENTED       AZDT
 DA1554  HISTORY     - 20070413 POOR             GEOCAC
 DA1554
 DA1554                          STATION DESCRIPTION
 DA1554
 DA1554'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DA1554'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF GILA BEND ALONG THE
 DA1554'EAST RIGHT-OF-WAY OF U.S. 80.
 DA1554'
 DA1554'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-124-4 P
 DA1554'AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DA1554'WHICH PROJECTS 2-1/2 INCHES.  THE MARK IS 5 FEET WEST OF
 DA1554'RIGHT-OF-WAY FENCE, 52 FEET SOUTH OF A GATE AND 121 FEET EAST OF
 DA1554'CENTER LINE OF U.S. 80.
 DA1554'
 DA1554'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-124-4 RM
 DA1554'1 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT AND PROJECTS 1/2
 DA1554'INCH.  IT IS 1-1/2 FEET WEST OF EAST RIGHT-OF-WAY FENCE LINE, 7-1/2
 DA1554'FEET SOUTH OF A GATE AND 124-1/2 FEET EAST OF CENTER LINE OF
 DA1554'U.S. 80.
 DA1554'
 DA1554'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-124-4 RM
 DA1554'2 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DA1554'1/2 INCHES.  IT IS 5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND
 DA1554'121 FEET EAST OF THE CENTER LINE OF U.S. 80.
 DA1554'
 DA1554'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND ON
 DA1554'U.S. 84, GO NORTH ON U.S. 80 FOR 1.35 MILES TO ENTRANCE OF THE GILA
 DA1554'BEND MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 2-3/4 MILES
 DA1554'TO STATION ON THE RIGHT.
 DA1554'
 DA1554'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1554
 DA1554                          STATION RECOVERY (2007)
 DA1554
 DA1554'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1554'THE DISK HAS BEEN REMOVED BY VANDALS, BUT THE STEM AND MONUMENT ARE
 DA1554'STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2149 ***********************************************************************
 DV2149  DESIGNATION -  80 128 5
 DV2149  PID         -  DV2149
 DV2149  STATE/COUNTY-  AZ/MARICOPA
 DV2149  USGS QUAD   -  COTTON CENTER (1973)
 DV2149
 DV2149                         *CURRENT SURVEY CONTROL
 DV2149  ___________________________________________________________________
 DV2149* NAD 83(1992)-  33 03 14.53606(N)    112 38 36.29465(W)     ADJUSTED  
 DV2149* NAVD 88     -       238.0    (meters)     781.     (feet)  VERTCON   
 DV2149  ___________________________________________________________________
 DV2149  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DV2149  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV2149  HORZ ORDER  -  SECOND
 DV2149
 DV2149.The horizontal coordinates were established by classical geodetic methods
 DV2149.and adjusted by the National Geodetic Survey in August 1993.
 DV2149
 DV2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2149
 DV2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2149
 DV2149.The geoid height was determined by GEOID03.
 DV2149
 DV2149;                    North         East     Units Scale Factor Converg.
 DV2149;SPC AZ C     -   227,978.780   145,490.491   MT  0.99995678   -0 23 47.1
 DV2149;SPC AZ C     -   747,961.88    477,331.01   iFT  0.99995678   -0 23 47.1
 DV2149;UTM  12      - 3,658,478.024   346,564.065   MT  0.99989028   -0 53 47.6
 DV2149
 DV2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2149!SPC AZ C     -   0.99996752  x   0.99995678  =   0.99992431
 DV2149!UTM  12      -   0.99996752  x   0.99989028  =   0.99985781
 DV2149
 DV2149:                Primary Azimuth Mark                     Grid Az
 DV2149:SPC AZ C     -  BUMP                                     109 07 04.7
 DV2149:UTM  12      -  BUMP                                     109 37 05.2
 DV2149
 DV2149|---------------------------------------------------------------------|
 DV2149| PID    Reference Object                     Distance      Geod. Az  |
 DV2149|                                                           dddmmss.s |
 DV2149| DV2148 BUMP                                APPROX. 4.3 KM 1084317.6 |
 DV2149| CH4651 80 128 5 RM 2                         7.377 METERS 16641     |
 DV2149| CH4650 80 128 5 RM 1                        11.710 METERS 35910     |
 DV2149|---------------------------------------------------------------------|
 DV2149
 DV2149                          SUPERSEDED SURVEY CONTROL
 DV2149
 DV2149  NAD 83(1986)-  33 03 14.52912(N)    112 38 36.29864(W) AD(       ) 2
 DV2149  NAD 27      -  33 03 14.37200(N)    112 38 33.71071(W) AD(       ) 2
 DV2149  NGVD 29 (07/19/86)  237.4    (m)          779.     (f) VERT ANG    3  
 DV2149
 DV2149.Superseded values are not recommended for survey control.
 DV2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2149.See file dsdata.txt to determine how the superseded data were derived.
 DV2149
 DV2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4656458478(NAD 83)
 DV2149_MARKER: DD = SURVEY DISK
 DV2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2149
 DV2149  HISTORY     - Date     Condition        Report By
 DV2149  HISTORY     - 1974     MONUMENTED       AZDT
 DV2149  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV2149
 DV2149                          STATION DESCRIPTION
 DV2149
 DV2149'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2149'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF GILA BEND ALONG
 DV2149'THE EAST RIGHT-OF-WAY OF US 80.
 DV2149'
 DV2149'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-128-5
 DV2149'P AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE
 DV2149'MONUMENT WHICH PROJECTS 0.4 FEET.  THE MARK IS 5 FEET WEST OF
 DV2149'RIGHT-OF-WAY FENCE, 121.5 FEET EAST OF CENTER LINE OF US 80, AND
 DV2149'4.5 FEET WEST OF WITNESS SIGN.
 DV2149'
 DV2149'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-128-5 RM
 DV2149'1 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2149'PROJECTS 0.2 FEET.  IT IS 2 FEET WEST OF RIGHT-OF-WAY FENCE LINE
 DV2149'AND 124.5 FEET EAST OF CENTER LINE OF U.S. 80.
 DV2149'
 DV2149'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-128-5,
 DV2149'RM 2 1974.  THE MARK IS SET IN AN 8 INCH SQUARE CONCRETE MONUMENT
 DV2149'FLUSH WITH THE GROUND.  IT IS 2 FEET WEST OF THE EAST RIGHT-OF-WAY
 DV2149'FENCE AND WITNESS SIGN AND 124.5 FEET EAST OF CENTER LINE OF
 DV2149'U.S. 80.
 DV2149'
 DV2149'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 IN EAST GILA
 DV2149'BEND, GO NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2149'AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 7.25 MILES TO STATION
 DV2149'ON THE RIGHT.
 DV2149'
 DV2149'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2149
 DV2149                          STATION RECOVERY (2007)
 DV2149
 DV2149'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2150 ***********************************************************************
 DV2150  DESIGNATION -  80 131 6
 DV2150  PID         -  DV2150
 DV2150  STATE/COUNTY-  AZ/MARICOPA
 DV2150  USGS QUAD   -  COTTON CENTER (1973)
 DV2150
 DV2150                         *CURRENT SURVEY CONTROL
 DV2150  ___________________________________________________________________
 DV2150* NAD 83(1992)-  33 05 55.75773(N)    112 38 57.74824(W)     ADJUSTED  
 DV2150* NAVD 88     -       251.5    (meters)     825.     (feet)  VERTCON   
 DV2150  ___________________________________________________________________
 DV2150  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DV2150  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DV2150  HORZ ORDER  -  SECOND
 DV2150
 DV2150.The horizontal coordinates were established by classical geodetic methods
 DV2150.and adjusted by the National Geodetic Survey in August 1993.
 DV2150
 DV2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2150
 DV2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2150
 DV2150.The geoid height was determined by GEOID03.
 DV2150
 DV2150;                    North         East     Units Scale Factor Converg.
 DV2150;SPC AZ C     -   232,949.099   144,968.614   MT  0.99995765   -0 24 00.5
 DV2150;SPC AZ C     -   764,268.70    475,618.81   iFT  0.99995765   -0 24 00.5
 DV2150;UTM  12      - 3,663,452.383   346,085.651   MT  0.99989209   -0 54 03.2
 DV2150
 DV2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2150!SPC AZ C     -   0.99996540  x   0.99995765  =   0.99992305
 DV2150!UTM  12      -   0.99996540  x   0.99989209  =   0.99985749
 DV2150
 DV2150|---------------------------------------------------------------------|
 DV2150| PID    Reference Object                     Distance      Geod. Az  |
 DV2150|                                                           dddmmss.s |
 DV2150| CH4653 80 131 6 RM 2                        11.682 METERS 17850     |
 DV2150| CH4652 80 131 6 RM 1                        11.892 METERS 34944     |
 DV2150| DV2152 80 133 8                            APPROX. 3.5 KM 3583042.2 |
 DV2150|---------------------------------------------------------------------|
 DV2150
 DV2150                          SUPERSEDED SURVEY CONTROL
 DV2150
 DV2150  NAD 83(1986)-  33 05 55.75096(N)    112 38 57.75237(W) AD(       ) 2
 DV2150  NAD 27      -  33 05 55.59542(N)    112 38 55.16122(W) AD(       ) 2
 DV2150  NGVD 29 (07/19/86)  250.9    (m)          823.     (f) VERT ANG    3  
 DV2150
 DV2150.Superseded values are not recommended for survey control.
 DV2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2150.See file dsdata.txt to determine how the superseded data were derived.
 DV2150
 DV2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4608663452(NAD 83)
 DV2150_MARKER: DD = SURVEY DISK
 DV2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2150+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV2150
 DV2150  HISTORY     - Date     Condition        Report By
 DV2150  HISTORY     - 1974     MONUMENTED       AZDT
 DV2150  HISTORY     - 20070413 GOOD             GEOCAC
 DV2150
 DV2150                          STATION DESCRIPTION
 DV2150
 DV2150'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2150'THE STATION IS LOCATED ABOUT 11-1/4 MILES NORTH OF GILA BEND
 DV2150'ALONG THE WEST RIGHT-OF-WAY OF U.S. 80.
 DV2150'
 DV2150'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-131-60 P
 DV2150'AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DV2150'WHICH PROJECTS 3-1/2 INCHES.  THE MARK IS ON A 12 FOOT CUT BANK,
 DV2150'70 FEET WEST OF THE CENTER LINE OF U.S. 80, 4-1/2 FEET EAST OF THE
 DV2150'RIGHT-OF-WAY FENCE AND 28-1/2 FEET WEST OF FACE OF CUT.
 DV2150'
 DV2150'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED AHD 80-131-60
 DV2150'RM 1 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV2150'3-1/2 INCHES.  IT IS 1-1/2 FEET EAST OF RIGHT-OF-WAY FENCE.
 DV2150'
 DV2150'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED AHD
 DV2150'80-131-60 RM 2 1974.  THE MARK IS SET IN A 12 INCH CONCRETE MONUMENT
 DV2150'WHICH PROJECTS 2-1/2 INCHES AND IS 1-1/2 FEET EAST OF
 DV2150'RIGHT-OF-WAY FENCE LINE.
 DV2150'
 DV2150'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 IN EAST GILA
 DV2150'BEND, GO NORTH EAST ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE
 DV2150'OF GILA BEND MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR
 DV2150'9.95 MILES TO STATION ON THE LEFT.
 DV2150'
 DV2150'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2150
 DV2150                          STATION RECOVERY (2007)
 DV2150
 DV2150'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2152 ***********************************************************************
 DV2152  DESIGNATION -  80 133 8
 DV2152  PID         -  DV2152
 DV2152  STATE/COUNTY-  AZ/MARICOPA
 DV2152  USGS QUAD   -  COTTON CENTER NW (1973)
 DV2152
 DV2152                         *CURRENT SURVEY CONTROL
 DV2152  ___________________________________________________________________
 DV2152* NAD 83(1992)-  33 07 48.42244(N)    112 39 01.22718(W)     ADJUSTED  
 DV2152* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 DV2152  ___________________________________________________________________
 DV2152  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DV2152  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV2152  HORZ ORDER  -  SECOND
 DV2152
 DV2152.The horizontal coordinates were established by classical geodetic methods
 DV2152.and adjusted by the National Geodetic Survey in August 1993.
 DV2152
 DV2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2152
 DV2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2152
 DV2152.The geoid height was determined by GEOID03.
 DV2152
 DV2152;                    North         East     Units Scale Factor Converg.
 DV2152;SPC AZ C     -   236,420.400   144,902.691   MT  0.99995776   -0 24 03.6
 DV2152;SPC AZ C     -   775,657.48    475,402.53   iFT  0.99995776   -0 24 03.6
 DV2152;UTM  12      - 3,666,923.900   346,050.082   MT  0.99989222   -0 54 07.8
 DV2152
 DV2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2152!SPC AZ C     -   0.99996357  x   0.99995776  =   0.99992133
 DV2152!UTM  12      -   0.99996357  x   0.99989222  =   0.99985579
 DV2152
 DV2152|---------------------------------------------------------------------|
 DV2152| PID    Reference Object                     Distance      Geod. Az  |
 DV2152|                                                           dddmmss.s |
 DV2152| CH4655 80 131 8 RM 2                        11.463 METERS 17950     |
 DV2152| CH4654 80 131 8 RM 1                        12.330 METERS 35931     |
 DV2152| DV2153 80 138 0                            APPROX. 6.7 KM 3595554.5 |
 DV2152|---------------------------------------------------------------------|
 DV2152
 DV2152                          SUPERSEDED SURVEY CONTROL
 DV2152
 DV2152  NAD 83(1986)-  33 07 48.41582(N)    112 39 01.23144(W) AD(       ) 2
 DV2152  NAD 27      -  33 07 48.26057(N)    112 38 58.63815(W) AD(       ) 2
 DV2152  NGVD 29 (07/19/86)  262.5    (m)          861.     (f) VERT ANG    3  
 DV2152
 DV2152.Superseded values are not recommended for survey control.
 DV2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2152.See file dsdata.txt to determine how the superseded data were derived.
 DV2152
 DV2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4605066924(NAD 83)
 DV2152_MARKER: DD = SURVEY DISK
 DV2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2152+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DV2152
 DV2152  HISTORY     - Date     Condition        Report By
 DV2152  HISTORY     - 1974     MONUMENTED       AZDT
 DV2152  HISTORY     - 20061112 GOOD             USPSQD
 DV2152
 DV2152                          STATION DESCRIPTION
 DV2152
 DV2152'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2152'THE STATION IS LOCATED ABOUT 13.45 MILES NORTH OF GILA BEND
 DV2152'AND 20-1/4 MILES SOUTH OF BUCKEYE ALONG THE WEST RIGHT-OF-WAY
 DV2152'OF U.S. 80.
 DV2152'
 DV2152'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-133-8
 DV2152'P AND M GS 1974.  IT IS SET IN 12 INCH CONCRETE MONUMENT WHICH
 DV2152'PROJECTS 3-1/2 INCHES.  THE MARK IS 1-1/2 FEET EAST OF THE WEST
 DV2152'RIGHT-OF-WAY FENCE AND 73-1/2 FEET WEST OF THE CENTER LINE OF
 DV2152'U.S. 80.
 DV2152'
 DV2152'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-133-8
 DV2152'RM 1 1974.  IT IS SET IN 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV2152'3-1/2 INCHES.  THE MARK IS 1.1 FEET EAST OF THE WEST RIGHT-OF-WAY
 DV2152'FENCE AND IS 73.9 FEET WEST OF CENTER LINE OF HIGHWAY U.S. 80.
 DV2152'
 DV2152'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-133-8 RM 2
 DV2152'1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 4-1/2
 DV2152'INCHES.  IT IS 1.3 FEET EAST OF EAST RIGHT-OF-WAY FENCE AND 73.7
 DV2152'FEET WEST OF CENTER LINE OF HIGHWAY U.S. 80.
 DV2152'
 DV2152'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND ON
 DV2152'U.S. 84 GO NORTH ON U.S. 80 FOR 1.35 MILES TO ENTRANCE OF
 DV2152'GILA BEND MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR
 DV2152'12.1 MILES TO THE STATION ALONG THE WEST RIGHT-OF-WAY.
 DV2152'
 DV2152'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2152
 DV2152                          STATION RECOVERY (2006)
 DV2152
 DV2152'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DV2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2153 ***********************************************************************
 DV2153  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2153  DESIGNATION -  80 138 0
 DV2153  PID         -  DV2153
 DV2153  STATE/COUNTY-  AZ/MARICOPA
 DV2153  USGS QUAD   -  COTTON CENTER NW (1973)
 DV2153
 DV2153                         *CURRENT SURVEY CONTROL
 DV2153  ___________________________________________________________________
 DV2153* NAD 83(2007)-  33 11 27.26947(N)    112 39 01.53774(W)     ADJUSTED  
 DV2153* NAVD 88     -       287.78   (meters)     944.2    (feet)  GPS OBS   
 DV2153  ___________________________________________________________________
 DV2153  EPOCH DATE  -        2007.00
 DV2153  X           -  -2,057,679.972 (meters)                     COMP
 DV2153  Y           -  -4,931,021.716 (meters)                     COMP
 DV2153  Z           -   3,471,837.022 (meters)                     COMP
 DV2153  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DV2153  ELLIP HEIGHT-         256.732 (meters)          (02/10/07) ADJUSTED
 DV2153  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV2153
 DV2153  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2153  Type    PID    Designation                      North   East  Ellip
 DV2153  -------------------------------------------------------------------
 DV2153  NETWORK DV2153 80 138 0                          0.31   0.27   0.80
 DV2153  -------------------------------------------------------------------
 DV2153
 DV2153.The horizontal coordinates were established by GPS observations
 DV2153.and adjusted by the National Geodetic Survey in February 2007.
 DV2153
 DV2153.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2153.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2153.The horizontal coordinates are valid at the epoch date displayed above.
 DV2153.The epoch date for horizontal control is a decimal equivalence
 DV2153.of Year/Month/Day.
 DV2153
 DV2153.The orthometric height was determined by GPS observations and a
 DV2153.high-resolution geoid model.
 DV2153.The orthometric height was determined by GPS observations and a
 DV2153.high-resolution geoid model using precise GPS observation and
 DV2153.processing techniques.
 DV2153
 DV2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2153
 DV2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2153
 DV2153.The ellipsoidal height was determined by GPS observations
 DV2153.and is referenced to NAD 83.
 DV2153
 DV2153.The geoid height was determined by GEOID03.
 DV2153
 DV2153;                    North         East     Units Scale Factor Converg.
 DV2153;SPC AZ C     -   243,162.155   144,941.869   MT  0.99995770   -0 24 06.1
 DV2153;SPC AZ C     -   797,776.10    475,531.07   iFT  0.99995770   -0 24 06.1
 DV2153;UTM  12      - 3,673,664.611   346,148.269   MT  0.99989185   -0 54 13.2
 DV2153
 DV2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2153!SPC AZ C     -   0.99995970  x   0.99995770  =   0.99991740
 DV2153!UTM  12      -   0.99995970  x   0.99989185  =   0.99985155
 DV2153
 DV2153:                Primary Azimuth Mark                     Grid Az
 DV2153:SPC AZ C     -  BUCK                                     012 37 57.7
 DV2153:UTM  12      -  BUCK                                     013 08 04.8
 DV2153
 DV2153|---------------------------------------------------------------------|
 DV2153| PID    Reference Object                     Distance      Geod. Az  |
 DV2153|                                                           dddmmss.s |
 DV2153| DV2144 BUCK                                APPROX. 7.2 KM 0121351.6 |
 DV2153| CH4656 80 138 0 RM 1                         6.953 METERS 07703     |
 DV2153| CH4657 80 138 0 RM 2                         7.705 METERS 25604     |
 DV2153|---------------------------------------------------------------------|
 DV2153
 DV2153                          SUPERSEDED SURVEY CONTROL
 DV2153
 DV2153  NAD 83(1992)-  33 11 27.26864(N)    112 39 01.53736(W) AD(       ) A
 DV2153  ELLIP H (01/27/00)  256.765  (m)                       GP(       ) 1 1
 DV2153  NAD 83(1992)-  33 11 27.26789(N)    112 39 01.53669(W) AD(       ) 2
 DV2153  NAD 83(1986)-  33 11 27.26147(N)    112 39 01.54123(W) AD(       ) 2
 DV2153  NAD 27      -  33 11 27.10977(N)    112 38 58.94411(W) AD(       ) 2
 DV2153  NGVD 29 (07/19/86)  287.5    (m)          943.     (f) VERT ANG    3  
 DV2153
 DV2153.Superseded values are not recommended for survey control.
 DV2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2153.See file dsdata.txt to determine how the superseded data were derived.
 DV2153
 DV2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4614873665(NAD 83)
 DV2153_MARKER: DB = BENCH MARK DISK
 DV2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2153_STAMPING: 80-138-0 P AND M 1974
 DV2153_MARK LOGO: AZDT  
 DV2153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2153+STABILITY: SURFACE MOTION
 DV2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2153+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DV2153
 DV2153  HISTORY     - Date     Condition        Report By
 DV2153  HISTORY     - 1974     MONUMENTED       AZDT
 DV2153  HISTORY     - 19980929 GOOD             AZ-013
 DV2153  HISTORY     - 20000412 GOOD             MCDOT
 DV2153  HISTORY     - 20010305 GOOD             INDIV
 DV2153  HISTORY     - 20050304 GOOD             USPSQD
 DV2153  HISTORY     - 20061112 GOOD             USPSQD
 DV2153
 DV2153                          STATION DESCRIPTION
 DV2153
 DV2153'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2153'THE STATION IS LOCATED ABOUT 18-1/2 MILES NORTH OF GILA BEND, 15
 DV2153'MILES SOUTH OF BUCKEYE AND ABOUT 172 FEET WEST OF RIGHT-OF-WAY
 DV2153'FENCE ALONG U.S. HIGHWAY 80 IN A SMALL SADDLE ON THE SOUTH SIDE
 DV2153'OF A RIDGE.
 DV2153'
 DV2153'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED 80-138-0
 DV2153'P AND M GS 1974.  IT IS SET IN THE TOP OF 12 INCH CONCRETE MONUMENT
 DV2153'WHICH PROJECTS 3-1/2 INCHES.  THE MARK IS ABOUT 1 FOOT LOWER THAN
 DV2153'THE HIGHEST POINT OF THE SADDLE AND ON THE EAST SLOPE, 3.3 FEET
 DV2153'NORTH OF NORTH FACE BOULDERS, 8.3 FEET SOUTH OF SOUTH FACE OF
 DV2153'BROKEN BOULDERS AND 3 FEET EAST OF A ROCK CAIRN AND WITNESS
 DV2153'POST.
 DV2153'
 DV2153'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-138-0
 DV2153'RM 1 1974.  IT IS EPOXIED IN A DRILL HOLE IN THE TOP AND WEST
 DV2153'SIDE OF A GRANITE OUTCROP 5 X 5 X 6 FEET.  MARK IS 2 FEET LOWER
 DV2153'THAN STATION, 3 FEET WEST OF EAST FACE OF OUTCROP AND 2 FEET
 DV2153'SOUTH OF NORTH FACE OF OUTCROP.
 DV2153'
 DV2153'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-138-0
 DV2153'RM 2 1974.  IT IS EPOXIED IN A DRILL HOLE IN A 8 X 6 FOOT
 DV2153'OUTCROP AND ABOUT 1 FOOT HIGHER THAN STATION.
 DV2153'
 DV2153'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND, GO
 DV2153'NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2153'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 13-1/4 MILE
 DV2153'TO WOODS RD. TO THE WEST, CONTINUE NORTH FOR 3.9 MILES TO
 DV2153'PATTERSON RD. WEST.  TURN NORTH ON BLADED ROAD FOR 0.1 MILE THEN
 DV2153'TURN EAST ON DIM TRACK ROAD FOR 0.1 MILE AND END OF TRUCK
 DV2153'TRAVEL.  A 2 MINUTE PACK EASTERLY TO SMALL SADDLE AND STATION.
 DV2153'
 DV2153'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2153
 DV2153                          STATION RECOVERY (1998)
 DV2153
 DV2153'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV2153'RECOVERED AS DESCRIBED.
 DV2153
 DV2153                          STATION RECOVERY (2000)
 DV2153
 DV2153'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2153'RECOVERED AS DESCRIBED.
 DV2153
 DV2153                          STATION RECOVERY (2001)
 DV2153
 DV2153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (EBA)
 DV2153'IN GILA BEND, AZ, FROM THE INTERSTATE 8 OVERPASS AT STATE HIGHWAY 85,
 DV2153'GO NORTHERLY ON HIGHWAY 85 17.6 MILES TO MILE POST 138. TURN IN ON
 DV2153'WEST SIDE HIGHWAY 85. STATION IS APPROXIMATELY 200 FEET WEST SITUATED
 DV2153'BETWEEN THE HIGHEST AND SECOND HIGHEST ROCK HILLS. A STEEL WITNESS
 DV2153'POST IS APPROXIMATELY 3 FEET WEST. (HIGHWAY 85 TRAFFIC IS DANGEROUS.)
 DV2153
 DV2153                          STATION RECOVERY (2005)
 DV2153
 DV2153'RECOVERY NOTE BY US POWER SQUADRON 2005
 DV2153'RECOVERED IN GOOD CONDITION.
 DV2153
 DV2153                          STATION RECOVERY (2006)
 DV2153
 DV2153'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DV2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2143 ***********************************************************************
 DV2143  DESIGNATION -  80 145 7
 DV2143  PID         -  DV2143
 DV2143  STATE/COUNTY-  AZ/MARICOPA
 DV2143  USGS QUAD   -  HASSAYAMPA (1978)
 DV2143
 DV2143                         *CURRENT SURVEY CONTROL
 DV2143  ___________________________________________________________________
 DV2143* NAD 83(1992)-  33 18 01.61571(N)    112 37 37.17346(W)     ADJUSTED  
 DV2143* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 DV2143  ___________________________________________________________________
 DV2143  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DV2143  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV2143  HORZ ORDER  -  SECOND
 DV2143
 DV2143.The horizontal coordinates were established by classical geodetic methods
 DV2143.and adjusted by the National Geodetic Survey in August 1993.
 DV2143
 DV2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2143
 DV2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2143
 DV2143.The geoid height was determined by GEOID03.
 DV2143
 DV2143;                    North         East     Units Scale Factor Converg.
 DV2143;SPC AZ C     -   255,295.263   147,209.595   MT  0.99995393   -0 23 24.0
 DV2143;SPC AZ C     -   837,582.88    482,971.11   iFT  0.99995393   -0 23 24.0
 DV2143;UTM  12      - 3,685,776.527   348,522.198   MT  0.99988290   -0 53 36.4
 DV2143
 DV2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2143!SPC AZ C     -   0.99995858  x   0.99995393  =   0.99991251
 DV2143!UTM  12      -   0.99995858  x   0.99988290  =   0.99984149
 DV2143
 DV2143|---------------------------------------------------------------------|
 DV2143| PID    Reference Object                     Distance      Geod. Az  |
 DV2143|                                                           dddmmss.s |
 DV2143| CH4658 80 145 7 RM 1                         6.559 METERS 01843     |
 DV2143| CH4659 80 145 7 RM 2                         8.002 METERS 17007     |
 DV2143|---------------------------------------------------------------------|
 DV2143
 DV2143                          SUPERSEDED SURVEY CONTROL
 DV2143
 DV2143  NAD 83(1986)-  33 18 01.60958(N)    112 37 37.17860(W) AD(       ) 2
 DV2143  NAD 27      -  33 18 01.46176(N)    112 37 34.58106(W) AD(       ) 2
 DV2143  NGVD 29 (07/19/86)  294.0    (m)          965.     (f) VERT ANG    3  
 DV2143
 DV2143.Superseded values are not recommended for survey control.
 DV2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2143.See file dsdata.txt to determine how the superseded data were derived.
 DV2143
 DV2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4852285777(NAD 83)
 DV2143_MARKER: DD = SURVEY DISK
 DV2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2143
 DV2143  HISTORY     - Date     Condition        Report By
 DV2143  HISTORY     - 1974     MONUMENTED       AZDT
 DV2143  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV2143
 DV2143                          STATION DESCRIPTION
 DV2143
 DV2143'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2143'THE STATION IS LOCATED ABOUT 25-1/4 MILES NORTH OF GILA BEND
 DV2143'AND 8-1/2 MILES SOUTH OF BUCKEYE ALONG THE EAST RIGHT-OF-WAY
 DV2143'OF U.S. 80, ON THE TOP OF A 25 FOOT CUT-BANK.
 DV2143'
 DV2143'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-145-7
 DV2143'P AND M GS 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT WHICH
 DV2143'PROJECTS 4-3/4 INCHES, 5 FEET WEST OF THE EAST RIGHT-OF-WAY
 DV2143'FENCE AND 78 FEET EAST OF TOP OF CUT-BANK.
 DV2143'
 DV2143'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, 80-145-7
 DV2143'RM 1 1974, AND IS SET IN A 12 INCH CONCRETE MONUMENT
 DV2143'WHICH PROJECTS 3-1/2 INCHES.  IT IS 1.6 FEET WEST OF EAST
 DV2143'RIGHT-OF-WAY FENCE, 1.4 FEET WEST OF HIGHWAY DEPARTMENT
 DV2143'RIGHT-OF-WAY ANGLE IRON AND 85 FEET EAST OF TOP OF CUT-BANK.
 DV2143'
 DV2143'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED 80-145-7 RM 2
 DV2143'1974, AND IS EPOXIED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DV2143'GROUND.  IT IS 3.5 FEET EAST OF RIGHT-OF-WAY FENCE.
 DV2143'
 DV2143'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 EAST OF
 DV2143'GILA BEND, GO NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF
 DV2143'GILA BEND MUNICIPAL AIRPORT, ON THE RIGHT, CONTINUE NORTH
 DV2143'FOR 22.35 MILES TO A DIRT ROAD ON THE LEFT WHICH IS THE
 DV2143'ENTRANCE TO BUCKEYE HILLS PARK, CONTINUE NORTH FOR 1.5 MILES TO
 DV2143'STATION ON THE EAST RIGHT-OF-WAY.
 DV2143'
 DV2143'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2143
 DV2143                          STATION RECOVERY (2007)
 DV2143
 DV2143'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2143'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV2143'MARK, OTHER THAN THE MANGLED WITNESS POST. ASSUMED DESTROYED BY
 DV2143'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0902 ***********************************************************************
 DV0902  DESIGNATION -  80 A
 DV0902  PID         -  DV0902
 DV0902  STATE/COUNTY-  AZ/MARICOPA
 DV0902  USGS QUAD   -  BUCKEYE NW (1982)
 DV0902
 DV0902                         *CURRENT SURVEY CONTROL
 DV0902  ___________________________________________________________________
 DV0902* NAD 83(1986)-  33 25 45.     (N)    112 37 56.     (W)     SCALED    
 DV0902* NAVD 88     -       325.90   (+/-2cm)    1069.2    (feet)  VERTCON   
 DV0902  ___________________________________________________________________
 DV0902  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DV0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0902
 DV0902.The horizontal coordinates were scaled from a topographic map and have
 DV0902.an estimated accuracy of +/- 6 seconds.
 DV0902
 DV0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0902.The vertical order pertains to the NGVD 29 superseded value.
 DV0902
 DV0902.The geoid height was determined by GEOID03.
 DV0902
 DV0902;                    North         East    Units  Estimated Accuracy
 DV0902;SPC AZ C     -   269,570.      146,820.      MT  (+/- 180 meters Scaled)
 DV0902
 DV0902                          SUPERSEDED SURVEY CONTROL
 DV0902
 DV0902  NGVD 29 (??/??/92)  325.260  (m)         1067.12   (f) ADJ UNCH    2 0
 DV0902
 DV0902.Superseded values are not recommended for survey control.
 DV0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0902.See file dsdata.txt to determine how the superseded data were derived.
 DV0902
 DV0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC482000(NAD 83)
 DV0902_MARKER: DD = SURVEY DISK
 DV0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0902_STAMPING: 80 A 1962
 DV0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0902+STABILITY: SURFACE MOTION
 DV0902
 DV0902  HISTORY     - Date     Condition        Report By
 DV0902  HISTORY     - 1962     MONUMENTED       AZHD
 DV0902  HISTORY     - 1962     GOOD             NGS
 DV0902
 DV0902                          STATION DESCRIPTION
 DV0902
 DV0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0902'7.6 MI SE FROM BUCKEYE.
 DV0902'0.4 MILE EAST-SOUTHEAST OF G 416 80.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0902'DISK STAMPED 80 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0902'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0902'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0651 ***********************************************************************
 ER0651  DESIGNATION -  80 BKC
 ER0651  PID         -  ER0651
 ER0651  STATE/COUNTY-  AZ/APACHE
 ER0651  USGS QUAD   -  CERRO HUECO (1984)
 ER0651
 ER0651                         *CURRENT SURVEY CONTROL
 ER0651  ___________________________________________________________________
 ER0651* NAD 83(1986)-  34 15 58.     (N)    109 34 45.     (W)     SCALED    
 ER0651* NAVD 88     -      2304.997  (meters)    7562.31   (feet)  ADJUSTED  
 ER0651  ___________________________________________________________________
 ER0651  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 ER0651  DYNAMIC HT  -        2301.492 (meters)    7550.81  (feet)  COMP
 ER0651  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 ER0651
 ER0651  VERT ORDER  -  SECOND    CLASS 0
 ER0651
 ER0651.The horizontal coordinates were scaled from a topographic map and have
 ER0651.an estimated accuracy of +/- 6 seconds.
 ER0651
 ER0651.The orthometric height was determined by differential leveling
 ER0651.and adjusted in June 1991.
 ER0651
 ER0651.The geoid height was determined by GEOID03.
 ER0651
 ER0651.The dynamic height is computed by dividing the NAVD 88
 ER0651.geopotential number by the normal gravity value computed on the
 ER0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0651.degrees latitude (g = 980.6199 gals.).
 ER0651
 ER0651.The modeled gravity was interpolated from observed gravity values.
 ER0651
 ER0651;                    North         East    Units  Estimated Accuracy
 ER0651;SPC AZ E     -   362,330.      267,460.      MT  (+/- 180 meters Scaled)
 ER0651
 ER0651                          SUPERSEDED SURVEY CONTROL
 ER0651
 ER0651.No superseded survey control is available for this station.
 ER0651
 ER0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC308925(NAD 83)
 ER0651_MARKER: DB = BENCH MARK DISK
 ER0651_SETTING: 66 = SET IN ROCK OUTCROP
 ER0651_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0651_STAMPING: 80 BKC 1968 7560
 ER0651_MARK LOGO: USGS  
 ER0651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0651+STABILITY: POSITION/ELEVATION WELL
 ER0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0651+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0651
 ER0651  HISTORY     - Date     Condition        Report By
 ER0651  HISTORY     - 1968     MONUMENTED       USGS
 ER0651
 ER0651                          STATION DESCRIPTION
 ER0651
 ER0651'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0651'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 20.9 MILES
 ER0651'NORTHWEST ALONG U S HIGHWAY 60, TO THE SUMMIT, 415 FEET WEST OF
 ER0651'HIGHWAY DEPARTMENT MAINTENANCE BUILDINGS, 123 FEET NORTH OF THE
 ER0651'HIGHWAY, 27 FEET NORTHEAST OF A POWER LINE POLE, 12 FEET NORTH OF A
 ER0651'WITNESS SIGN ON A PINON TREE, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0620 ***********************************************************************
 FP0620  DESIGNATION -  80 DOR
 FP0620  PID         -  FP0620
 FP0620  STATE/COUNTY-  AZ/APACHE
 FP0620  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0620
 FP0620                         *CURRENT SURVEY CONTROL
 FP0620  ___________________________________________________________________
 FP0620* NAD 83(1986)-  35 06 11.     (N)    109 31 24.     (W)     SCALED    
 FP0620* NAVD 88     -      1721.559  (meters)    5648.15   (feet)  ADJUSTED  
 FP0620  ___________________________________________________________________
 FP0620  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FP0620  DYNAMIC HT  -        1719.149 (meters)    5640.24  (feet)  COMP
 FP0620  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 FP0620
 FP0620  VERT ORDER  -  SECOND    CLASS II
 FP0620
 FP0620.The horizontal coordinates were scaled from a topographic map and have
 FP0620.an estimated accuracy of +/- 6 seconds.
 FP0620
 FP0620.The orthometric height was determined by differential leveling
 FP0620.and adjusted in June 1991.
 FP0620
 FP0620.The geoid height was determined by GEOID03.
 FP0620
 FP0620.The dynamic height is computed by dividing the NAVD 88
 FP0620.geopotential number by the normal gravity value computed on the
 FP0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0620.degrees latitude (g = 980.6199 gals.).
 FP0620
 FP0620.The modeled gravity was interpolated from observed gravity values.
 FP0620
 FP0620;                    North         East    Units  Estimated Accuracy
 FP0620;SPC AZ E     -   455,200.      272,010.      MT  (+/- 180 meters Scaled)
 FP0620
 FP0620                          SUPERSEDED SURVEY CONTROL
 FP0620
 FP0620  NGVD 29 (??/??/92) 1720.62   (m)         5645.1    (f) COMPUTED    2 2
 FP0620
 FP0620.Superseded values are not recommended for survey control.
 FP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0620.See file dsdata.txt to determine how the superseded data were derived.
 FP0620
 FP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD345854(NAD 83)
 FP0620_MARKER: DB = BENCH MARK DISK
 FP0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0620_SP_SET: CONCRETE POST
 FP0620_STAMPING: 80 DOR 1972 5645
 FP0620_MARK LOGO: USGS  
 FP0620_PROJECTION: PROJECTING 3 CENTIMETERS
 FP0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0620+STABILITY: SURFACE MOTION
 FP0620
 FP0620  HISTORY     - Date     Condition        Report By
 FP0620  HISTORY     - 1972     MONUMENTED       USGS
 FP0620
 FP0620                          STATION DESCRIPTION
 FP0620
 FP0620'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0620'4.0 KM (2.50 MI) SOUTH FROM NAVAJO.
 FP0620'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0620'ROAD TO A T-ROAD SOUTH, THENCE 2.4 MILES SOUTH, 0.5 MILES NORTH OF A
 FP0620'KERR MCGEE CORP NATIONAL GAS PIPELINE SIGN -(HELIUM), 28 FEET WEST OF
 FP0620'THE ROAD AND 0.1 FEET EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0427 ***********************************************************************
 GQ0427  DESIGNATION -  80 DOR
 GQ0427  PID         -  GQ0427
 GQ0427  STATE/COUNTY-  AZ/MOHAVE
 GQ0427  USGS QUAD   -  LIZARD POINT (1979)
 GQ0427
 GQ0427                         *CURRENT SURVEY CONTROL
 GQ0427  ___________________________________________________________________
 GQ0427* NAD 83(1986)-  36 58 01.     (N)    113 36 59.     (W)     SCALED    
 GQ0427* NAVD 88     -       883.503  (meters)    2898.63   (feet)  POSTED    
 GQ0427  ___________________________________________________________________
 GQ0427  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 GQ0427  DYNAMIC HT  -         882.590 (meters)    2895.63  (feet)  COMP
 GQ0427  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 GQ0427
 GQ0427  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0427
 GQ0427.The horizontal coordinates were scaled from a topographic map and have
 GQ0427.an estimated accuracy of +/- 6 seconds.
 GQ0427
 GQ0427.The orthometric height was determined by differential leveling
 GQ0427.and adjusted by the  in 1992.
 GQ0427.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0427.rate of 0.0 thru 1.0 mm/km.
 GQ0427
 GQ0427.The geoid height was determined by GEOID03.
 GQ0427
 GQ0427.The dynamic height is computed by dividing the NAVD 88
 GQ0427.geopotential number by the normal gravity value computed on the
 GQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0427.degrees latitude (g = 980.6199 gals.).
 GQ0427
 GQ0427.The modeled gravity was interpolated from observed gravity values.
 GQ0427
 GQ0427;                    North         East    Units  Estimated Accuracy
 GQ0427;SPC AZ W     -   661,830.      225,260.      MT  (+/- 180 meters Scaled)
 GQ0427
 GQ0427                          SUPERSEDED SURVEY CONTROL
 GQ0427
 GQ0427  NGVD 29 (??/??/92)  882.67   (m)         2895.9    (f) COMPUTED    3 0
 GQ0427
 GQ0427.Superseded values are not recommended for survey control.
 GQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0427.See file dsdata.txt to determine how the superseded data were derived.
 GQ0427
 GQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF670944(NAD 83)
 GQ0427_MARKER: DB = BENCH MARK DISK
 GQ0427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0427_SP_SET: COPPER-CLAD STEEL ROD
 GQ0427_STAMPING: 80 DOR 1970 2896
 GQ0427_MARK LOGO: USGS  
 GQ0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0427
 GQ0427  HISTORY     - Date     Condition        Report By
 GQ0427  HISTORY     - 1970     MONUMENTED       USGS
 GQ0427
 GQ0427                          STATION DESCRIPTION
 GQ0427
 GQ0427'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0427'16.9 KM (10.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0427'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0427'(FORMERLY UTAH STATE HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE
 GQ0427'COUNTY ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A
 GQ0427'Y-ROAD, THENCE 3.2 MILES SOUTHWEST TO A Y-ROAD NORTHWEST, 30 FEET
 GQ0427'NORTHWEST OF THE ROAD, 9 FEET EAST OF A ROAD, IN A TRIANGLE FORMED BY
 GQ0427'THE ROADS.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0427'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1030 ***********************************************************************
 FR1030  DESIGNATION -  80 EMH
 FR1030  PID         -  FR1030
 FR1030  STATE/COUNTY-  AZ/COCONINO
 FR1030  USGS QUAD   -  BISHOP LAKE (1981)
 FR1030
 FR1030                         *CURRENT SURVEY CONTROL
 FR1030  ___________________________________________________________________
 FR1030* NAD 83(1986)-  35 37 08.     (N)    112 41 30.     (W)     SCALED    
 FR1030* NAVD 88     -      1866.852  (meters)    6124.83   (feet)  POSTED    
 FR1030  ___________________________________________________________________
 FR1030  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FR1030  DYNAMIC HT  -        1864.410 (meters)    6116.82  (feet)  COMP
 FR1030  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 FR1030
 FR1030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1030
 FR1030.The horizontal coordinates were scaled from a topographic map and have
 FR1030.an estimated accuracy of +/- 6 seconds.
 FR1030
 FR1030.The orthometric height was determined by differential leveling
 FR1030.and adjusted by the  in 1992.
 FR1030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1030.rate of 0.0 thru 1.0 mm/km.
 FR1030
 FR1030.The geoid height was determined by GEOID03.
 FR1030
 FR1030.The dynamic height is computed by dividing the NAVD 88
 FR1030.geopotential number by the normal gravity value computed on the
 FR1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1030.degrees latitude (g = 980.6199 gals.).
 FR1030
 FR1030.The modeled gravity was interpolated from observed gravity values.
 FR1030
 FR1030;                    North         East    Units  Estimated Accuracy
 FR1030;SPC AZ C     -   512,510.      143,160.      MT  (+/- 180 meters Scaled)
 FR1030
 FR1030                          SUPERSEDED SURVEY CONTROL
 FR1030
 FR1030  NGVD 29 (??/??/92) 1865.96   (m)         6121.9    (f) COMPUTED    2 2
 FR1030
 FR1030.Superseded values are not recommended for survey control.
 FR1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1030.See file dsdata.txt to determine how the superseded data were derived.
 FR1030
 FR1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE467429(NAD 83)
 FR1030_MARKER: DB = BENCH MARK DISK
 FR1030_SETTING: 80 = SET IN A BOULDER
 FR1030_SP_SET: BOULDER
 FR1030_STAMPING: 80 EMH 1973 6122
 FR1030_MARK LOGO: USGS  
 FR1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR1030+STABILITY: SURFACE MOTION
 FR1030
 FR1030  HISTORY     - Date     Condition        Report By
 FR1030  HISTORY     - 1973     MONUMENTED       USGS
 FR1030
 FR1030                          STATION DESCRIPTION
 FR1030
 FR1030'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1030'70.2 KM (43.60 MI) NORTH FROM SELIGMAN.
 FR1030'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 1.45 MILES SOUTH ALONG A
 FR1030'DIRT ROAD, AT A SUMMIT IN THE ROAD, 42 FEET WEST OF THE CENTERLINE OF
 FR1030'THE ROAD, IN A BOULDER PROJECTING 0.3 FEET ABOVE THE GROUND.
 FR1030'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0328 ***********************************************************************
 FS0328  DESIGNATION -  801+30
 FS0328  PID         -  FS0328
 FS0328  STATE/COUNTY-  AZ/MOHAVE
 FS0328  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0328
 FS0328                         *CURRENT SURVEY CONTROL
 FS0328  ___________________________________________________________________
 FS0328* NAD 83(1986)-  35 33 30.     (N)    114 22 25.     (W)     SCALED    
 FS0328* NAVD 88     -       869.747  (meters)    2853.49   (feet)  POSTED    
 FS0328  ___________________________________________________________________
 FS0328  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0328  DYNAMIC HT  -         868.760 (meters)    2850.26  (feet)  COMP
 FS0328  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 FS0328
 FS0328  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0328
 FS0328.The horizontal coordinates were scaled from a topographic map and have
 FS0328.an estimated accuracy of +/- 6 seconds.
 FS0328
 FS0328.The orthometric height was determined by differential leveling
 FS0328.and adjusted by the  in 1992.
 FS0328.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0328.rate of 1.1 thru 2.0 mm/km.
 FS0328
 FS0328.The geoid height was determined by GEOID03.
 FS0328
 FS0328.The dynamic height is computed by dividing the NAVD 88
 FS0328.geopotential number by the normal gravity value computed on the
 FS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0328.degrees latitude (g = 980.6199 gals.).
 FS0328
 FS0328.The modeled gravity was interpolated from observed gravity values.
 FS0328
 FS0328;                    North         East    Units  Estimated Accuracy
 FS0328;SPC AZ W     -   505,710.      156,820.      MT  (+/- 180 meters Scaled)
 FS0328
 FS0328                          SUPERSEDED SURVEY CONTROL
 FS0328
 FS0328  NGVD 29 (??/??/92)  868.981  (m)         2850.98   (f) ADJ UNCH    1 1
 FS0328
 FS0328.Superseded values are not recommended for survey control.
 FS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0328.See file dsdata.txt to determine how the superseded data were derived.
 FS0328
 FS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV380381(NAD 83)
 FS0328_MARKER: DD = SURVEY DISK
 FS0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0328_SP_SET: CULVERT
 FS0328_STAMPING: 801+30 2851.72 1935
 FS0328_MARK LOGO: AZHD  
 FS0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0328
 FS0328  HISTORY     - Date     Condition        Report By
 FS0328  HISTORY     - 1935     MONUMENTED       AZHD
 FS0328  HISTORY     - 1949     GOOD             NGS
 FS0328  HISTORY     - 1982     GOOD             NGS
 FS0328
 FS0328                          STATION DESCRIPTION
 FS0328
 FS0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0328'12.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0328'12.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0328'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 119 1/2 FEET NORTH OF
 FS0328'MILEPOST 40, AT A DOUBLE 30-INCH CORRUGATED METAL PIPE CULVERT,
 FS0328'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE
 FS0328'HEAD WALL, 15.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0328'AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0328
 FS0328                          STATION RECOVERY (1982)
 FS0328
 FS0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0328'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0499 ***********************************************************************
 DV0499  DESIGNATION -  802+15
 DV0499  PID         -  DV0499
 DV0499  STATE/COUNTY-  AZ/MARICOPA
 DV0499  USGS QUAD   -  TOLLESON (1982)
 DV0499
 DV0499                         *CURRENT SURVEY CONTROL
 DV0499  ___________________________________________________________________
 DV0499* NAD 83(1986)-  33 25 28.     (N)    112 21 29.     (W)     SCALED    
 DV0499* NAVD 88     -       294.89   (+/-2cm)     967.5    (feet)  VERTCON   
 DV0499  ___________________________________________________________________
 DV0499  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0499
 DV0499.The horizontal coordinates were scaled from a topographic map and have
 DV0499.an estimated accuracy of +/- 6 seconds.
 DV0499
 DV0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0499.The vertical order pertains to the NGVD 29 superseded value.
 DV0499
 DV0499.The geoid height was determined by GEOID03.
 DV0499
 DV0499;                    North         East    Units  Estimated Accuracy
 DV0499;SPC AZ C     -   268,910.      172,310.      MT  (+/- 180 meters Scaled)
 DV0499
 DV0499                          SUPERSEDED SURVEY CONTROL
 DV0499
 DV0499  NGVD 29 (??/??/92)  294.260  (m)          965.42   (f) ADJ UNCH    2 0
 DV0499
 DV0499.Superseded values are not recommended for survey control.
 DV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0499.See file dsdata.txt to determine how the superseded data were derived.
 DV0499
 DV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB737991(NAD 83)
 DV0499_MARKER: DD = SURVEY DISK
 DV0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0499_SP_SET: CULVERT
 DV0499_STAMPING: 966.18 802+15 36
 DV0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0499
 DV0499  HISTORY     - Date     Condition        Report By
 DV0499  HISTORY     - UNK      MONUMENTED       AZHD
 DV0499  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0499  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0499
 DV0499                          STATION DESCRIPTION
 DV0499
 DV0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0499'16.6 MI W FROM PHOENIX.
 DV0499'16.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO RAILROAD FROM THE UNION
 DV0499'STATION AT PHOENIX, MARICOPA COUNTY, 0.3 MILE SOUTHWEST OF THE STATION
 DV0499'AT LITCHFIELD, AT THE JUNCTION OF U.S. HIGHWAY 80 AND A ROAD LEADING
 DV0499'NORTH TO LITCHFIELD PARK, 40 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DV0499'16 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A CULVERT UNDER
 DV0499'THE HIGHWAY, AND IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL.
 DV0499'AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 966.18
 DV0499'802+15 36.  NOTE-- AMS REPORT APRIL 1960 - RECENT ROAD CONSTRUCTION
 DV0499'INDICATED MARK DESTROYED.
 DV0499
 DV0499                          STATION RECOVERY (2008)
 DV0499
 DV0499'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0499'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0499'MARK. THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0331 ***********************************************************************
 FS0331  DESIGNATION -  806+50
 FS0331  PID         -  FS0331
 FS0331  STATE/COUNTY-  AZ/MOHAVE
 FS0331  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0331
 FS0331                         *CURRENT SURVEY CONTROL
 FS0331  ___________________________________________________________________
 FS0331* NAD 83(1986)-  35 33 36.     (N)    114 22 27.     (W)     SCALED    
 FS0331* NAVD 88     -       868.177  (meters)    2848.34   (feet)  POSTED    
 FS0331  ___________________________________________________________________
 FS0331  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0331  DYNAMIC HT  -         867.190 (meters)    2845.11  (feet)  COMP
 FS0331  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 FS0331
 FS0331  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0331
 FS0331.The horizontal coordinates were scaled from a topographic map and have
 FS0331.an estimated accuracy of +/- 6 seconds.
 FS0331
 FS0331.The orthometric height was determined by differential leveling
 FS0331.and adjusted by the  in 1992.
 FS0331.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0331.rate of 1.1 thru 2.0 mm/km.
 FS0331
 FS0331.The geoid height was determined by GEOID03.
 FS0331
 FS0331.The dynamic height is computed by dividing the NAVD 88
 FS0331.geopotential number by the normal gravity value computed on the
 FS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0331.degrees latitude (g = 980.6199 gals.).
 FS0331
 FS0331.The modeled gravity was interpolated from observed gravity values.
 FS0331
 FS0331;                    North         East    Units  Estimated Accuracy
 FS0331;SPC AZ W     -   505,890.      156,780.      MT  (+/- 180 meters Scaled)
 FS0331
 FS0331                          SUPERSEDED SURVEY CONTROL
 FS0331
 FS0331  NGVD 29 (??/??/92)  867.410  (m)         2845.83   (f) ADJ UNCH    1 1
 FS0331
 FS0331.Superseded values are not recommended for survey control.
 FS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0331.See file dsdata.txt to determine how the superseded data were derived.
 FS0331
 FS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV379383(NAD 83)
 FS0331_MARKER: DD = SURVEY DISK
 FS0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0331_SP_SET: CULVERT
 FS0331_STAMPING: 806+50 2846.56 1935
 FS0331_MARK LOGO: AZHD  
 FS0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0331
 FS0331  HISTORY     - Date     Condition        Report By
 FS0331  HISTORY     - 1935     MONUMENTED       AZHD
 FS0331  HISTORY     - 1949     GOOD             NGS
 FS0331  HISTORY     - 1982     GOOD             NGS
 FS0331
 FS0331                          STATION DESCRIPTION
 FS0331
 FS0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0331'13 MI NW FROM GRASSHOPPER JUNCTION.
 FS0331'13.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0331'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0331'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0331'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST
 FS0331'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0331'HIGHWAY.
 FS0331
 FS0331                          STATION RECOVERY (1982)
 FS0331
 FS0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0331'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0652 ***********************************************************************
 ER0652  DESIGNATION -  81 BKC
 ER0652  PID         -  ER0652
 ER0652  STATE/COUNTY-  AZ/APACHE
 ER0652  USGS QUAD   -  CERRO HUECO (1984)
 ER0652
 ER0652                         *CURRENT SURVEY CONTROL
 ER0652  ___________________________________________________________________
 ER0652* NAD 83(1986)-  34 16 05.     (N)    109 35 49.     (W)     SCALED    
 ER0652* NAVD 88     -      2235.009  (meters)    7332.69   (feet)  ADJUSTED  
 ER0652  ___________________________________________________________________
 ER0652  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 ER0652  DYNAMIC HT  -        2231.614 (meters)    7321.55  (feet)  COMP
 ER0652  MODELED GRAV-     979,035.5   (mgal)                       NAVD 88
 ER0652
 ER0652  VERT ORDER  -  SECOND    CLASS 0
 ER0652
 ER0652.The horizontal coordinates were scaled from a topographic map and have
 ER0652.an estimated accuracy of +/- 6 seconds.
 ER0652
 ER0652.The orthometric height was determined by differential leveling
 ER0652.and adjusted in June 1991.
 ER0652
 ER0652.The geoid height was determined by GEOID03.
 ER0652
 ER0652.The dynamic height is computed by dividing the NAVD 88
 ER0652.geopotential number by the normal gravity value computed on the
 ER0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0652.degrees latitude (g = 980.6199 gals.).
 ER0652
 ER0652.The modeled gravity was interpolated from observed gravity values.
 ER0652
 ER0652;                    North         East    Units  Estimated Accuracy
 ER0652;SPC AZ E     -   362,530.      265,820.      MT  (+/- 180 meters Scaled)
 ER0652
 ER0652                          SUPERSEDED SURVEY CONTROL
 ER0652
 ER0652.No superseded survey control is available for this station.
 ER0652
 ER0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC291927(NAD 83)
 ER0652_MARKER: DB = BENCH MARK DISK
 ER0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0652_SP_SET: COPPER-CLAD STEEL ROD
 ER0652_STAMPING: 81 BKC 1968 7330
 ER0652_MARK LOGO: USGS  
 ER0652_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0652+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0652
 ER0652  HISTORY     - Date     Condition        Report By
 ER0652  HISTORY     - 1968     MONUMENTED       USGS
 ER0652  HISTORY     - 20050729 GOOD             USPSQD
 ER0652
 ER0652                          STATION DESCRIPTION
 ER0652
 ER0652'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0652'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 22.0 MILES
 ER0652'NORTHWEST ALONG U S HIGHWAY 60, 84 FEET NORTHWEST OF A POWER POLE, 74
 ER0652'FEET SOUTH OF THE HIGHWAY, 2 FEET WEST OF A WITNESS POST, 1 FOOT
 ER0652'NORTH OF A FENCE, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0652'PIPE FLUSH WITH THE GROUND.
 ER0652
 ER0652                          STATION RECOVERY (2005)
 ER0652
 ER0652'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0652'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0621 ***********************************************************************
 FP0621  DESIGNATION -  81 DOR
 FP0621  PID         -  FP0621
 FP0621  STATE/COUNTY-  AZ/APACHE
 FP0621  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0621
 FP0621                         *CURRENT SURVEY CONTROL
 FP0621  ___________________________________________________________________
 FP0621* NAD 83(1986)-  35 05 23.     (N)    109 31 24.     (W)     SCALED    
 FP0621* NAVD 88     -      1729.759  (meters)    5675.05   (feet)  ADJUSTED  
 FP0621  ___________________________________________________________________
 FP0621  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FP0621  DYNAMIC HT  -        1727.330 (meters)    5667.08  (feet)  COMP
 FP0621  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 FP0621
 FP0621  VERT ORDER  -  SECOND    CLASS II
 FP0621
 FP0621.The horizontal coordinates were scaled from a topographic map and have
 FP0621.an estimated accuracy of +/- 6 seconds.
 FP0621
 FP0621.The orthometric height was determined by differential leveling
 FP0621.and adjusted in June 1991.
 FP0621
 FP0621.The geoid height was determined by GEOID03.
 FP0621
 FP0621.The dynamic height is computed by dividing the NAVD 88
 FP0621.geopotential number by the normal gravity value computed on the
 FP0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0621.degrees latitude (g = 980.6199 gals.).
 FP0621
 FP0621.The modeled gravity was interpolated from observed gravity values.
 FP0621
 FP0621;                    North         East    Units  Estimated Accuracy
 FP0621;SPC AZ E     -   453,720.      272,020.      MT  (+/- 180 meters Scaled)
 FP0621
 FP0621                          SUPERSEDED SURVEY CONTROL
 FP0621
 FP0621  NGVD 29 (??/??/92) 1728.81   (m)         5671.9    (f) COMPUTED    2 2
 FP0621
 FP0621.Superseded values are not recommended for survey control.
 FP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0621.See file dsdata.txt to determine how the superseded data were derived.
 FP0621
 FP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346839(NAD 83)
 FP0621_MARKER: DB = BENCH MARK DISK
 FP0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0621_SP_SET: CONCRETE POST
 FP0621_STAMPING: 81 DOR 1972 5672
 FP0621_MARK LOGO: USGS  
 FP0621_PROJECTION: PROJECTING 15 CENTIMETERS
 FP0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0621+STABILITY: SURFACE MOTION
 FP0621
 FP0621  HISTORY     - Date     Condition        Report By
 FP0621  HISTORY     - 1972     MONUMENTED       USGS
 FP0621
 FP0621                          STATION DESCRIPTION
 FP0621
 FP0621'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0621'5.5 KM (3.40 MI) SOUTH FROM NAVAJO.
 FP0621'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0621'ROAD TO A T-ROAD SOUTH, THENCE 3.3 MILES SOUTH, 0.3 MILES SOUTH OF A
 FP0621'CATTLEGUARD, 71 FEET WEST OF THE ROAD, AND 32 FEET WEST OF A FENCE.
 FP0621'THE MARK IS 5 FT  S FROM  1/4 CORNER
 FP0621'THE MARK IS 1.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0428 ***********************************************************************
 GQ0428  DESIGNATION -  81 DOR
 GQ0428  PID         -  GQ0428
 GQ0428  STATE/COUNTY-  AZ/MOHAVE
 GQ0428  USGS QUAD   -  LIZARD POINT (1979)
 GQ0428
 GQ0428                         *CURRENT SURVEY CONTROL
 GQ0428  ___________________________________________________________________
 GQ0428* NAD 83(1986)-  36 58 31.     (N)    113 36 03.     (W)     SCALED    
 GQ0428* NAVD 88     -       856.997  (meters)    2811.66   (feet)  POSTED    
 GQ0428  ___________________________________________________________________
 GQ0428  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 GQ0428  DYNAMIC HT  -         856.120 (meters)    2808.79  (feet)  COMP
 GQ0428  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 GQ0428
 GQ0428  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0428
 GQ0428.The horizontal coordinates were scaled from a topographic map and have
 GQ0428.an estimated accuracy of +/- 6 seconds.
 GQ0428
 GQ0428.The orthometric height was determined by differential leveling
 GQ0428.and adjusted by the  in 1992.
 GQ0428.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0428.rate of 0.0 thru 1.0 mm/km.
 GQ0428
 GQ0428.The geoid height was determined by GEOID03.
 GQ0428
 GQ0428.The dynamic height is computed by dividing the NAVD 88
 GQ0428.geopotential number by the normal gravity value computed on the
 GQ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0428.degrees latitude (g = 980.6199 gals.).
 GQ0428
 GQ0428.The modeled gravity was interpolated from observed gravity values.
 GQ0428
 GQ0428;                    North         East    Units  Estimated Accuracy
 GQ0428;SPC AZ W     -   662,760.      226,640.      MT  (+/- 180 meters Scaled)
 GQ0428
 GQ0428                          SUPERSEDED SURVEY CONTROL
 GQ0428
 GQ0428  NGVD 29 (??/??/92)  856.17   (m)         2809.0    (f) COMPUTED    3 0
 GQ0428
 GQ0428.Superseded values are not recommended for survey control.
 GQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0428.See file dsdata.txt to determine how the superseded data were derived.
 GQ0428
 GQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF684952(NAD 83)
 GQ0428_MARKER: DB = BENCH MARK DISK
 GQ0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0428_SP_SET: COPPER-CLAD STEEL ROD
 GQ0428_STAMPING: 81 DOR 1970 2809
 GQ0428_MARK LOGO: USGS  
 GQ0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0428
 GQ0428  HISTORY     - Date     Condition        Report By
 GQ0428  HISTORY     - 1970     MONUMENTED       USGS
 GQ0428
 GQ0428                          STATION DESCRIPTION
 GQ0428
 GQ0428'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0428'15.3 KM (9.50 MI) SOUTH FROM ST GEORGE UT.
 GQ0428'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0428'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0428'ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A Y-ROAD,
 GQ0428'THENCE 2.2 MILES SOUTHWEST, 0.1 MILE WEST OF AN EARTH WATER HOLDING
 GQ0428'TANK, 20 FEET SOUTH OF THE ROAD, 10 FEET SOUTHEAST OF A USGLO BRASS
 GQ0428'CAP STAMPED 1/4 S4 S9 1921.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE
 GQ0428'PROJECTING 3-INCHES.
 GQ0428'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1031 ***********************************************************************
 FR1031  DESIGNATION -  81 EMH
 FR1031  PID         -  FR1031
 FR1031  STATE/COUNTY-  AZ/COCONINO
 FR1031  USGS QUAD   -  BLACK TANK (1980)
 FR1031
 FR1031                         *CURRENT SURVEY CONTROL
 FR1031  ___________________________________________________________________
 FR1031* NAD 83(1986)-  35 38 02.     (N)    112 41 36.     (W)     SCALED    
 FR1031* NAVD 88     -      1797.817  (meters)    5898.34   (feet)  POSTED    
 FR1031  ___________________________________________________________________
 FR1031  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FR1031  DYNAMIC HT  -        1795.470 (meters)    5890.64  (feet)  COMP
 FR1031  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 FR1031
 FR1031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1031
 FR1031.The horizontal coordinates were scaled from a topographic map and have
 FR1031.an estimated accuracy of +/- 6 seconds.
 FR1031
 FR1031.The orthometric height was determined by differential leveling
 FR1031.and adjusted by the  in 1992.
 FR1031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1031.rate of 0.0 thru 1.0 mm/km.
 FR1031
 FR1031.The geoid height was determined by GEOID03.
 FR1031
 FR1031.The dynamic height is computed by dividing the NAVD 88
 FR1031.geopotential number by the normal gravity value computed on the
 FR1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1031.degrees latitude (g = 980.6199 gals.).
 FR1031
 FR1031.The modeled gravity was interpolated from observed gravity values.
 FR1031
 FR1031;                    North         East    Units  Estimated Accuracy
 FR1031;SPC AZ C     -   514,170.      143,020.      MT  (+/- 180 meters Scaled)
 FR1031
 FR1031                          SUPERSEDED SURVEY CONTROL
 FR1031
 FR1031  NGVD 29 (??/??/92) 1796.93   (m)         5895.4    (f) COMPUTED    2 2
 FR1031
 FR1031.Superseded values are not recommended for survey control.
 FR1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1031.See file dsdata.txt to determine how the superseded data were derived.
 FR1031
 FR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE466446(NAD 83)
 FR1031_MARKER: DB = BENCH MARK DISK
 FR1031_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1031_SP_SET: COPPER-CLAD STEEL ROD
 FR1031_STAMPING: 81 EMH 1973 5896
 FR1031_MARK LOGO: USGS  
 FR1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1031
 FR1031  HISTORY     - Date     Condition        Report By
 FR1031  HISTORY     - 1973     MONUMENTED       USGS
 FR1031
 FR1031                          STATION DESCRIPTION
 FR1031
 FR1031'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1031'71.8 KM (44.60 MI) NORTH FROM SELIGMAN.
 FR1031'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 0.4 MILES SOUTH ALONG A
 FR1031'DIRT ROAD, AT THE OUTSIDE OF A CURVE RIGHT, 178 FEET NORTHWEST OF A
 FR1031'LARGE DRAIN CROSSING, 28 FEET WEST OF THE CENTERLINE OF THE ROAD.
 FR1031'ROD DEPTH UNKNOWN.
 FR1031'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0905 ***********************************************************************
 DV0905  DESIGNATION -  81 Z
 DV0905  PID         -  DV0905
 DV0905  STATE/COUNTY-  AZ/MARICOPA
 DV0905  USGS QUAD   -  BUCKEYE NW (1982)
 DV0905
 DV0905                         *CURRENT SURVEY CONTROL
 DV0905  ___________________________________________________________________
 DV0905* NAD 83(1986)-  33 25 14.     (N)    112 37 33.     (W)     SCALED    
 DV0905* NAVD 88     -       312.61   (+/-2cm)    1025.6    (feet)  VERTCON   
 DV0905  ___________________________________________________________________
 DV0905  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0905
 DV0905.The horizontal coordinates were scaled from a topographic map and have
 DV0905.an estimated accuracy of +/- 6 seconds.
 DV0905
 DV0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0905.The vertical order pertains to the NGVD 29 superseded value.
 DV0905
 DV0905.The geoid height was determined by GEOID03.
 DV0905
 DV0905;                    North         East    Units  Estimated Accuracy
 DV0905;SPC AZ C     -   268,620.      147,410.      MT  (+/- 180 meters Scaled)
 DV0905
 DV0905                          SUPERSEDED SURVEY CONTROL
 DV0905
 DV0905  NGVD 29 (??/??/92)  311.963  (m)         1023.50   (f) ADJ UNCH    2 0
 DV0905
 DV0905.Superseded values are not recommended for survey control.
 DV0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0905.See file dsdata.txt to determine how the superseded data were derived.
 DV0905
 DV0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB488990(NAD 83)
 DV0905_MARKER: DD = SURVEY DISK
 DV0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0905_STAMPING: 81 Z 1962
 DV0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0905+STABILITY: SURFACE MOTION
 DV0905
 DV0905  HISTORY     - Date     Condition        Report By
 DV0905  HISTORY     - 1962     MONUMENTED       AZHD
 DV0905  HISTORY     - 1962     GOOD             NGS
 DV0905  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0905
 DV0905                          STATION DESCRIPTION
 DV0905
 DV0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0905'6.7 MI SE FROM BUCKEYE.
 DV0905'0.5 MILE SOUTH OF H 416 81.  AN ARIZONA HIGHWAY DEPARTMENT DISK
 DV0905'STAMPED 81 Z 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0905'GROUND, 45 FEET WEST OF CENTER OF A NORTH-SOUTH ROAD, 57 FEET SOUTH OF
 DV0905'CENTER OF GRAVEL ROAD WEST, 2.0 FEET NORTHEAST OF A METAL WITNESS
 DV0905'POST.
 DV0905
 DV0905                          STATION RECOVERY (2007)
 DV0905
 DV0905'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0135 ***********************************************************************
 CZ0135  DESIGNATION -  81+10.5
 CZ0135  PID         -  CZ0135
 CZ0135  STATE/COUNTY-  AZ/PIMA
 CZ0135  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0135
 CZ0135                         *CURRENT SURVEY CONTROL
 CZ0135  ___________________________________________________________________
 CZ0135* NAD 83(1986)-  32 15 37.     (N)    110 58 41.     (W)     SCALED    
 CZ0135* NAVD 88     -       713.16   (+/-2cm)    2339.8    (feet)  VERTCON   
 CZ0135  ___________________________________________________________________
 CZ0135  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ0135  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0135
 CZ0135.The horizontal coordinates were scaled from a topographic map and have
 CZ0135.an estimated accuracy of +/- 6 seconds.
 CZ0135
 CZ0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0135.The vertical order pertains to the NGVD 29 superseded value.
 CZ0135
 CZ0135.The geoid height was determined by GEOID03.
 CZ0135
 CZ0135;                    North         East    Units  Estimated Accuracy
 CZ0135;SPC AZ C     -   140,110.      301,790.      MT  (+/- 180 meters Scaled)
 CZ0135
 CZ0135                          SUPERSEDED SURVEY CONTROL
 CZ0135
 CZ0135  NGVD 29 (??/??/92)  712.498  (m)         2337.59   (f) ADJ UNCH    1 2
 CZ0135
 CZ0135.Superseded values are not recommended for survey control.
 CZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0135.See file dsdata.txt to determine how the superseded data were derived.
 CZ0135
 CZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020692(NAD 83)
 CZ0135_MARKER: DD = SURVEY DISK
 CZ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0135_SP_SET: CULVERT
 CZ0135_STAMPING: 2338.33 1937 81+10.5
 CZ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0135
 CZ0135  HISTORY     - Date     Condition        Report By
 CZ0135  HISTORY     - 1937     MONUMENTED       AZHD
 CZ0135  HISTORY     - 1951     GOOD             NGS
 CZ0135  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0135
 CZ0135                          STATION DESCRIPTION
 CZ0135
 CZ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0135'3.0 MI N FROM TUCSON.
 CZ0135'3.0 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0135'BANK AT TUCSON, AT THE JUNCTION OF ST. HIGHWAY 84 LEADING NORTHWEST TO
 CZ0135'CASA GRANDE, AT THE SOUTHEAST EDGE OF A LARGE CIRCLE AND THE NORTHWEST
 CZ0135'EDGE OF A LARGE TRIANGULATION FORMED BY THE JUNCTION, AT A POINT WHERE
 CZ0135'A ONE WAY STRIP (SOUTHWEST TO NORTHEAST) CONNECTING THE NORTH-SOUTH
 CZ0135'BOUND TRAFFIC LANES OF HIGHWAYS 80 AND 89, AT A 4 X 8 FEET CONCRETE
 CZ0135'BOX CULVERT OVER A NORTHWEST-SOUTHEAST DRAINAGE DITCH, IN TOP OF THE
 CZ0135'CENTER OF THE SOUTHEAST CONCRETE HEADWALL, ABOUT MIDWAY BETWEEN NORTH
 CZ0135'AND SOUTH BOUND TRAFFIC LANES, 18 FEET SOUTHEAST OF AND ABOUT 1 FOOT
 CZ0135'HIGHER THAN THE ONE WAY STRIP.
 CZ0135
 CZ0135                          STATION RECOVERY (2006)
 CZ0135
 CZ0135'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0135'MARK NOT FOUND. INTERSECTION DESIGN TOTALLY REDONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0322 ***********************************************************************
 DA0322  DESIGNATION -  81+40
 DA0322  PID         -  DA0322
 DA0322  STATE/COUNTY-  AZ/PIMA
 DA0322  USGS QUAD   -  AJO SOUTH (1990)
 DA0322
 DA0322                         *CURRENT SURVEY CONTROL
 DA0322  ___________________________________________________________________
 DA0322* NAD 83(1986)-  32 21 59.     (N)    112 50 25.     (W)     SCALED    
 DA0322* NAVD 88     -       521.899  (meters)    1712.26   (feet)  ADJUSTED  
 DA0322  ___________________________________________________________________
 DA0322  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0322  DYNAMIC HT  -         521.232 (meters)    1710.08  (feet)  COMP
 DA0322  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 DA0322
 DA0322  VERT ORDER  -  FIRST     CLASS II
 DA0322
 DA0322.The horizontal coordinates were scaled from a topographic map and have
 DA0322.an estimated accuracy of +/- 6 seconds.
 DA0322
 DA0322.The orthometric height was determined by differential leveling
 DA0322.and adjusted in June 1991.
 DA0322
 DA0322.The geoid height was determined by GEOID03.
 DA0322
 DA0322.The dynamic height is computed by dividing the NAVD 88
 DA0322.geopotential number by the normal gravity value computed on the
 DA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0322.degrees latitude (g = 980.6199 gals.).
 DA0322
 DA0322.The modeled gravity was interpolated from observed gravity values.
 DA0322
 DA0322;                    North         East    Units  Estimated Accuracy
 DA0322;SPC AZ C     -   151,870.      126,440.      MT  (+/- 180 meters Scaled)
 DA0322
 DA0322                          SUPERSEDED SURVEY CONTROL
 DA0322
 DA0322  NGVD 29 (??/??/92)  521.223  (m)         1710.05   (f) ADJ UNCH    1 2
 DA0322
 DA0322.Superseded values are not recommended for survey control.
 DA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0322.See file dsdata.txt to determine how the superseded data were derived.
 DA0322
 DA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA268825(NAD 83)
 DA0322_MARKER: DD = SURVEY DISK
 DA0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0322_SP_SET: CULVERT
 DA0322_STAMPING: 1710.19 81+40 1938
 DA0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0322+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0322
 DA0322  HISTORY     - Date     Condition        Report By
 DA0322  HISTORY     - 1938     MONUMENTED       AZHD
 DA0322  HISTORY     - 1961     GOOD             NGS
 DA0322  HISTORY     - 1981     GOOD             NGS
 DA0322  HISTORY     - 20060218 GOOD             USPSQD
 DA0322
 DA0322                          STATION DESCRIPTION
 DA0322
 DA0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0322'1.5 MI SE FROM AJO.
 DA0322'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0322'RAILROAD FROM THE STATION AT AJO.  THENCE 1.35 MILE SOUTHEAST ALONG
 DA0322'STATE HIGHWAY 85.  IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 DA0322'HEAD WALL OF A CONCRETE CULVERT, 26 FEET SOUTHWEST OF THE CENTER LINE
 DA0322'OF THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DA0322
 DA0322                          STATION RECOVERY (1981)
 DA0322
 DA0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0322'RECOVERED IN GOOD CONDITION.
 DA0322
 DA0322                          STATION RECOVERY (2006)
 DA0322
 DA0322'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0322'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0326 ***********************************************************************
 FS0326  DESIGNATION -  811+70
 FS0326  PID         -  FS0326
 FS0326  STATE/COUNTY-  AZ/MOHAVE
 FS0326  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0326
 FS0326                         *CURRENT SURVEY CONTROL
 FS0326  ___________________________________________________________________
 FS0326* NAD 83(1986)-  35 33 40.     (N)    114 22 29.     (W)     SCALED    
 FS0326* NAVD 88     -       866.588  (meters)    2843.13   (feet)  POSTED    
 FS0326  ___________________________________________________________________
 FS0326  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0326  DYNAMIC HT  -         865.600 (meters)    2839.89  (feet)  COMP
 FS0326  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 FS0326
 FS0326  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0326
 FS0326.The horizontal coordinates were scaled from a topographic map and have
 FS0326.an estimated accuracy of +/- 6 seconds.
 FS0326
 FS0326.The orthometric height was determined by differential leveling
 FS0326.and adjusted by the  in 1992.
 FS0326.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0326.rate of 1.1 thru 2.0 mm/km.
 FS0326
 FS0326.The geoid height was determined by GEOID03.
 FS0326
 FS0326.The dynamic height is computed by dividing the NAVD 88
 FS0326.geopotential number by the normal gravity value computed on the
 FS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0326.degrees latitude (g = 980.6199 gals.).
 FS0326
 FS0326.The modeled gravity was interpolated from observed gravity values.
 FS0326
 FS0326;                    North         East    Units  Estimated Accuracy
 FS0326;SPC AZ W     -   506,020.      156,730.      MT  (+/- 180 meters Scaled)
 FS0326
 FS0326                          SUPERSEDED SURVEY CONTROL
 FS0326
 FS0326  NGVD 29 (??/??/92)  865.822  (m)         2840.62   (f) ADJ UNCH    1 1
 FS0326
 FS0326.Superseded values are not recommended for survey control.
 FS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0326.See file dsdata.txt to determine how the superseded data were derived.
 FS0326
 FS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV379384(NAD 83)
 FS0326_MARKER: DD = SURVEY DISK
 FS0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0326_SP_SET: CULVERT
 FS0326_STAMPING: 811+70 2841.40 1935
 FS0326_MARK LOGO: AZHD  
 FS0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0326
 FS0326  HISTORY     - Date     Condition        Report By
 FS0326  HISTORY     - 1935     MONUMENTED       AZHD
 FS0326  HISTORY     - 1949     GOOD             NGS
 FS0326  HISTORY     - 1982     GOOD             NGS
 FS0326
 FS0326                          STATION DESCRIPTION
 FS0326
 FS0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0326'13.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0326'13.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0326'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0326'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0326'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST
 FS0326'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0326'HIGHWAY.
 FS0326
 FS0326                          STATION RECOVERY (1982)
 FS0326
 FS0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0326'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0327 ***********************************************************************
 FS0327  DESIGNATION -  816+90
 FS0327  PID         -  FS0327
 FS0327  STATE/COUNTY-  AZ/MOHAVE
 FS0327  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0327
 FS0327                         *CURRENT SURVEY CONTROL
 FS0327  ___________________________________________________________________
 FS0327* NAD 83(1986)-  35 33 46.     (N)    114 22 33.     (W)     SCALED    
 FS0327* NAVD 88     -       865.011  (meters)    2837.96   (feet)  POSTED    
 FS0327  ___________________________________________________________________
 FS0327  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0327  DYNAMIC HT  -         864.030 (meters)    2834.74  (feet)  COMP
 FS0327  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 FS0327
 FS0327  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0327
 FS0327.The horizontal coordinates were scaled from a topographic map and have
 FS0327.an estimated accuracy of +/- 6 seconds.
 FS0327
 FS0327.The orthometric height was determined by differential leveling
 FS0327.and adjusted by the  in 1992.
 FS0327.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0327.rate of 1.1 thru 2.0 mm/km.
 FS0327
 FS0327.The geoid height was determined by GEOID03.
 FS0327
 FS0327.The dynamic height is computed by dividing the NAVD 88
 FS0327.geopotential number by the normal gravity value computed on the
 FS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0327.degrees latitude (g = 980.6199 gals.).
 FS0327
 FS0327.The modeled gravity was interpolated from observed gravity values.
 FS0327
 FS0327;                    North         East    Units  Estimated Accuracy
 FS0327;SPC AZ W     -   506,200.      156,630.      MT  (+/- 180 meters Scaled)
 FS0327
 FS0327                          SUPERSEDED SURVEY CONTROL
 FS0327
 FS0327  NGVD 29 (??/??/92)  864.244  (m)         2835.44   (f) ADJ UNCH    1 1
 FS0327
 FS0327.Superseded values are not recommended for survey control.
 FS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0327.See file dsdata.txt to determine how the superseded data were derived.
 FS0327
 FS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV378386(NAD 83)
 FS0327_MARKER: DD = SURVEY DISK
 FS0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0327_SP_SET: CULVERT
 FS0327_STAMPING: 816+90 2836.18 1935
 FS0327_MARK LOGO: AZHD  
 FS0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0327
 FS0327  HISTORY     - Date     Condition        Report By
 FS0327  HISTORY     - 1935     MONUMENTED       AZHD
 FS0327  HISTORY     - 1949     GOOD             NGS
 FS0327  HISTORY     - 1982     GOOD             NGS
 FS0327  HISTORY     - 19870209 MARK NOT FOUND   USPSQD
 FS0327
 FS0327                          STATION DESCRIPTION
 FS0327
 FS0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0327'13.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0327'13.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0327'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 30-INCH
 FS0327'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0327'CENTER OF THE SOUTHWEST HEAD WALL, 15.8 FEET SOUTHWEST OF
 FS0327'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0327
 FS0327                          STATION RECOVERY (1982)
 FS0327
 FS0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0327'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 FS0327
 FS0327                          STATION RECOVERY (1987)
 FS0327
 FS0327'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGP)
 FS0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0653 ***********************************************************************
 ER0653  DESIGNATION -  82 BKC
 ER0653  PID         -  ER0653
 ER0653  STATE/COUNTY-  AZ/APACHE
 ER0653  USGS QUAD   -  CERRO HUECO (1984)
 ER0653
 ER0653                         *CURRENT SURVEY CONTROL
 ER0653  ___________________________________________________________________
 ER0653* NAD 83(1986)-  34 16 00.     (N)    109 36 47.     (W)     SCALED    
 ER0653* NAVD 88     -      2176.887  (meters)    7142.00   (feet)  ADJUSTED  
 ER0653  ___________________________________________________________________
 ER0653  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 ER0653  DYNAMIC HT  -        2173.582 (meters)    7131.16  (feet)  COMP
 ER0653  MODELED GRAV-     979,038.6   (mgal)                       NAVD 88
 ER0653
 ER0653  VERT ORDER  -  SECOND    CLASS 0
 ER0653
 ER0653.The horizontal coordinates were scaled from a topographic map and have
 ER0653.an estimated accuracy of +/- 6 seconds.
 ER0653
 ER0653.The orthometric height was determined by differential leveling
 ER0653.and adjusted in June 1991.
 ER0653
 ER0653.The geoid height was determined by GEOID03.
 ER0653
 ER0653.The dynamic height is computed by dividing the NAVD 88
 ER0653.geopotential number by the normal gravity value computed on the
 ER0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0653.degrees latitude (g = 980.6199 gals.).
 ER0653
 ER0653.The modeled gravity was interpolated from observed gravity values.
 ER0653
 ER0653;                    North         East    Units  Estimated Accuracy
 ER0653;SPC AZ E     -   362,370.      264,340.      MT  (+/- 180 meters Scaled)
 ER0653
 ER0653                          SUPERSEDED SURVEY CONTROL
 ER0653
 ER0653.No superseded survey control is available for this station.
 ER0653
 ER0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC276925(NAD 83)
 ER0653_MARKER: DB = BENCH MARK DISK
 ER0653_SETTING: 66 = SET IN ROCK OUTCROP
 ER0653_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0653_STAMPING: 82 BKC 1968 7139
 ER0653_MARK LOGO: USGS  
 ER0653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0653+STABILITY: POSITION/ELEVATION WELL
 ER0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0653+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0653
 ER0653  HISTORY     - Date     Condition        Report By
 ER0653  HISTORY     - 1968     MONUMENTED       USGS
 ER0653  HISTORY     - 20050729 GOOD             USPSQD
 ER0653
 ER0653                          STATION DESCRIPTION
 ER0653
 ER0653'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0653'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 22.9 MILES
 ER0653'NORTHWEST ALONG U S HIGHWAY 60, 54 FEET NORTH OF THE HIGHWAY, 32 FEET
 ER0653'SOUTHEAST OF A WITNESS MARKER NAILED TO A JUNIPER TREE, 17 FEET NORTH
 ER0653'OF A CAIRN, SET IN A ROCK OUTCROP.
 ER0653
 ER0653                          STATION RECOVERY (2005)
 ER0653
 ER0653'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0653'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0622 ***********************************************************************
 FP0622  DESIGNATION -  82 DOR
 FP0622  PID         -  FP0622
 FP0622  STATE/COUNTY-  AZ/APACHE
 FP0622  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0622
 FP0622                         *CURRENT SURVEY CONTROL
 FP0622  ___________________________________________________________________
 FP0622* NAD 83(1986)-  35 04 30.     (N)    109 31 24.     (W)     SCALED    
 FP0622* NAVD 88     -      1751.665  (meters)    5746.92   (feet)  ADJUSTED  
 FP0622  ___________________________________________________________________
 FP0622  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FP0622  DYNAMIC HT  -        1749.199 (meters)    5738.83  (feet)  COMP
 FP0622  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 FP0622
 FP0622  VERT ORDER  -  SECOND    CLASS II
 FP0622
 FP0622.The horizontal coordinates were scaled from a topographic map and have
 FP0622.an estimated accuracy of +/- 6 seconds.
 FP0622
 FP0622.The orthometric height was determined by differential leveling
 FP0622.and adjusted in June 1991.
 FP0622
 FP0622.The geoid height was determined by GEOID03.
 FP0622
 FP0622.The dynamic height is computed by dividing the NAVD 88
 FP0622.geopotential number by the normal gravity value computed on the
 FP0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0622.degrees latitude (g = 980.6199 gals.).
 FP0622
 FP0622.The modeled gravity was interpolated from observed gravity values.
 FP0622
 FP0622;                    North         East    Units  Estimated Accuracy
 FP0622;SPC AZ E     -   452,080.      272,030.      MT  (+/- 180 meters Scaled)
 FP0622
 FP0622                          SUPERSEDED SURVEY CONTROL
 FP0622
 FP0622  NGVD 29 (??/??/92) 1750.71   (m)         5743.8    (f) COMPUTED    2 2
 FP0622
 FP0622.Superseded values are not recommended for survey control.
 FP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0622.See file dsdata.txt to determine how the superseded data were derived.
 FP0622
 FP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346823(NAD 83)
 FP0622_MARKER: DB = BENCH MARK DISK
 FP0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0622_SP_SET: CONCRETE POST
 FP0622_STAMPING: 82 DOR 1972 5744
 FP0622_MARK LOGO: USGS  
 FP0622_PROJECTION: PROJECTING 13 CENTIMETERS
 FP0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0622+STABILITY: SURFACE MOTION
 FP0622
 FP0622  HISTORY     - Date     Condition        Report By
 FP0622  HISTORY     - 1972     MONUMENTED       USGS
 FP0622
 FP0622                          STATION DESCRIPTION
 FP0622
 FP0622'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0622'7.1 KM (4.40 MI) SOUTH FROM NAVAJO.
 FP0622'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0622'ROAD TO A T-ROAD SOUTH, THENCE 4.3 MILES SOUTH TO A Y-ROAD JUNCTION,
 FP0622'36 FEET WEST OF THE ROAD, 7.5 FEET SOUTH OF A SMALL SANDSTONE MARKER
 FP0622'MARKED - 1/4, 6 FEET SOUTH OF A BRASS CAP ON AN 1-1/4 INCH PIPE
 FP0622'PROJECTING 1.4 FEET STAMPED -LS 5704 R26E R27E S1 S6 1/4 T19N 1972- ,
 FP0622'1 FEET EAST OF A FENCELINE.
 FP0622'THE MARK IS 1.0 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0429 ***********************************************************************
 GQ0429  DESIGNATION -  82 DOR
 GQ0429  PID         -  GQ0429
 GQ0429  STATE/COUNTY-  AZ/MOHAVE
 GQ0429  USGS QUAD   -  LIZARD POINT (1979)
 GQ0429
 GQ0429                         *CURRENT SURVEY CONTROL
 GQ0429  ___________________________________________________________________
 GQ0429* NAD 83(1986)-  36 58 50.     (N)    113 34 59.     (W)     SCALED    
 GQ0429* NAVD 88     -       864.898  (meters)    2837.59   (feet)  POSTED    
 GQ0429  ___________________________________________________________________
 GQ0429  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 GQ0429  DYNAMIC HT  -         864.020 (meters)    2834.71  (feet)  COMP
 GQ0429  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 GQ0429
 GQ0429  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0429
 GQ0429.The horizontal coordinates were scaled from a topographic map and have
 GQ0429.an estimated accuracy of +/- 6 seconds.
 GQ0429
 GQ0429.The orthometric height was determined by differential leveling
 GQ0429.and adjusted by the  in 1992.
 GQ0429.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0429.rate of 0.0 thru 1.0 mm/km.
 GQ0429
 GQ0429.The geoid height was determined by GEOID03.
 GQ0429
 GQ0429.The dynamic height is computed by dividing the NAVD 88
 GQ0429.geopotential number by the normal gravity value computed on the
 GQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0429.degrees latitude (g = 980.6199 gals.).
 GQ0429
 GQ0429.The modeled gravity was interpolated from observed gravity values.
 GQ0429
 GQ0429;                    North         East    Units  Estimated Accuracy
 GQ0429;SPC AZ W     -   663,350.      228,220.      MT  (+/- 180 meters Scaled)
 GQ0429
 GQ0429                          SUPERSEDED SURVEY CONTROL
 GQ0429
 GQ0429  NGVD 29 (??/??/92)  864.08   (m)         2834.9    (f) COMPUTED    3 0
 GQ0429
 GQ0429.Superseded values are not recommended for survey control.
 GQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0429.See file dsdata.txt to determine how the superseded data were derived.
 GQ0429
 GQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF700958(NAD 83)
 GQ0429_MARKER: DB = BENCH MARK DISK
 GQ0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0429_SP_SET: COPPER-CLAD STEEL ROD
 GQ0429_STAMPING: 82 DOR 1970 2835
 GQ0429_MARK LOGO: USGS  
 GQ0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0429
 GQ0429  HISTORY     - Date     Condition        Report By
 GQ0429  HISTORY     - 1970     MONUMENTED       USGS
 GQ0429
 GQ0429                          STATION DESCRIPTION
 GQ0429
 GQ0429'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0429'13.5 KM (8.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0429'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0429'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0429'ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A Y-ROAD,
 GQ0429'THENCE 1.1 MILES SOUTHWEST TO THE TOP OF A SLIGHT RISE, 38 FEET NORTH
 GQ0429'OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING
 GQ0429'3-INCHES.
 GQ0429'THE MARK IS 2 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1032 ***********************************************************************
 FR1032  DESIGNATION -  82 EMH
 FR1032  PID         -  FR1032
 FR1032  STATE/COUNTY-  AZ/COCONINO
 FR1032  USGS QUAD   -  BLACK TANK (1980)
 FR1032
 FR1032                         *CURRENT SURVEY CONTROL
 FR1032  ___________________________________________________________________
 FR1032* NAD 83(1986)-  35 38 27.     (N)    112 40 51.     (W)     SCALED    
 FR1032* NAVD 88     -      1770.339  (meters)    5808.19   (feet)  POSTED    
 FR1032  ___________________________________________________________________
 FR1032  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FR1032  DYNAMIC HT  -        1768.040 (meters)    5800.64  (feet)  COMP
 FR1032  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 FR1032
 FR1032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1032
 FR1032.The horizontal coordinates were scaled from a topographic map and have
 FR1032.an estimated accuracy of +/- 6 seconds.
 FR1032
 FR1032.The orthometric height was determined by differential leveling
 FR1032.and adjusted by the  in 1992.
 FR1032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1032.rate of 0.0 thru 1.0 mm/km.
 FR1032
 FR1032.The geoid height was determined by GEOID03.
 FR1032
 FR1032.The dynamic height is computed by dividing the NAVD 88
 FR1032.geopotential number by the normal gravity value computed on the
 FR1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1032.degrees latitude (g = 980.6199 gals.).
 FR1032
 FR1032.The modeled gravity was interpolated from observed gravity values.
 FR1032
 FR1032;                    North         East    Units  Estimated Accuracy
 FR1032;SPC AZ C     -   514,930.      144,160.      MT  (+/- 180 meters Scaled)
 FR1032
 FR1032                          SUPERSEDED SURVEY CONTROL
 FR1032
 FR1032  NGVD 29 (??/??/92) 1769.46   (m)         5805.3    (f) COMPUTED    2 2
 FR1032
 FR1032.Superseded values are not recommended for survey control.
 FR1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1032.See file dsdata.txt to determine how the superseded data were derived.
 FR1032
 FR1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE478454(NAD 83)
 FR1032_MARKER: DB = BENCH MARK DISK
 FR1032_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1032_SP_SET: COPPER-CLAD STEEL ROD
 FR1032_STAMPING: 82 EMH 1973 5805
 FR1032_MARK LOGO: USGS  
 FR1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1032
 FR1032  HISTORY     - Date     Condition        Report By
 FR1032  HISTORY     - 1973     MONUMENTED       USGS
 FR1032
 FR1032                          STATION DESCRIPTION
 FR1032
 FR1032'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1032'73.4 KM (45.60 MI) NORTH FROM SELIGMAN.
 FR1032'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 0.6 MILES NORTH ALONG A
 FR1032'DIRT ROAD, 0.3 MILES NORTH OF THE SOUTH END OF A DIVIDED SECTION OF
 FR1032'THE ROAD, 0.2 MILES NORTH OF A T-FENCE CORNER ON THE WEST SIDE OF THE
 FR1032'ROAD, 32 FEET EAST OF THE CENTERLINE OF THE EAST ROAD.  ROD DEPTH
 FR1032'UNKNOWN.
 FR1032'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0907 ***********************************************************************
 DV0907  DESIGNATION -  82 Z
 DV0907  PID         -  DV0907
 DV0907  STATE/COUNTY-  AZ/MARICOPA
 DV0907  USGS QUAD   -  VALENCIA (1982)
 DV0907
 DV0907                         *CURRENT SURVEY CONTROL
 DV0907  ___________________________________________________________________
 DV0907* NAD 83(1986)-  33 25 17.     (N)    112 36 30.     (W)     SCALED    
 DV0907* NAVD 88     -       312.42   (+/-2cm)    1025.0    (feet)  VERTCON   
 DV0907  ___________________________________________________________________
 DV0907  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0907
 DV0907.The horizontal coordinates were scaled from a topographic map and have
 DV0907.an estimated accuracy of +/- 6 seconds.
 DV0907
 DV0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0907.The vertical order pertains to the NGVD 29 superseded value.
 DV0907
 DV0907.The geoid height was determined by GEOID03.
 DV0907
 DV0907;                    North         East    Units  Estimated Accuracy
 DV0907;SPC AZ C     -   268,700.      149,040.      MT  (+/- 180 meters Scaled)
 DV0907
 DV0907                          SUPERSEDED SURVEY CONTROL
 DV0907
 DV0907  NGVD 29 (??/??/92)  311.775  (m)         1022.88   (f) ADJ UNCH    2 0
 DV0907
 DV0907.Superseded values are not recommended for survey control.
 DV0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0907.See file dsdata.txt to determine how the superseded data were derived.
 DV0907
 DV0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB504991(NAD 83)
 DV0907_MARKER: DD = SURVEY DISK
 DV0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0907_STAMPING: 82 Z 1962
 DV0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0907+STABILITY: SURFACE MOTION
 DV0907
 DV0907  HISTORY     - Date     Condition        Report By
 DV0907  HISTORY     - 1962     MONUMENTED       AZHD
 DV0907  HISTORY     - 1962     GOOD             NGS
 DV0907
 DV0907                          STATION DESCRIPTION
 DV0907
 DV0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0907'4.7 MI NW FROM BUCKEYE.
 DV0907'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0907'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 1.0 MILE
 DV0907'WEST ALONG WEST BROADWAY, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AT
 DV0907'A POWER LINE CROSSING AND AN IRRIGATION DITCH, 21 FEET WEST OF THE
 DV0907'CENTER OF THE DIRT ROAD, 81 FEET SOUTH OF THE IRRIGATION DITCH ROAD,
 DV0907'15 FEET NORTH OF AN IRRIGATION HEADGATE, 2.4 FEET SOUTH-SOUTHEAST OF A
 DV0907'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0907'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0035 ***********************************************************************
 DU0035  DESIGNATION -  822+09
 DU0035  PID         -  DU0035
 DU0035  STATE/COUNTY-  AZ/GILA
 DU0035  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0035
 DU0035                         *CURRENT SURVEY CONTROL
 DU0035  ___________________________________________________________________
 DU0035* NAD 83(1986)-  33 48 44.     (N)    110 27 56.     (W)     SCALED    
 DU0035* NAVD 88     -      1378.767  (meters)    4523.50   (feet)  ADJUSTED  
 DU0035  ___________________________________________________________________
 DU0035  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DU0035  DYNAMIC HT  -        1376.841 (meters)    4517.19  (feet)  COMP
 DU0035  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 DU0035
 DU0035  VERT ORDER  -  FIRST     CLASS II
 DU0035
 DU0035.The horizontal coordinates were scaled from a topographic map and have
 DU0035.an estimated accuracy of +/- 6 seconds.
 DU0035
 DU0035.The orthometric height was determined by differential leveling
 DU0035.and adjusted in June 1991.
 DU0035
 DU0035.The geoid height was determined by GEOID03.
 DU0035
 DU0035.The dynamic height is computed by dividing the NAVD 88
 DU0035.geopotential number by the normal gravity value computed on the
 DU0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0035.degrees latitude (g = 980.6199 gals.).
 DU0035
 DU0035.The modeled gravity was interpolated from observed gravity values.
 DU0035
 DU0035;                    North         East    Units  Estimated Accuracy
 DU0035;SPC AZ E     -   311,870.      185,690.      MT  (+/- 180 meters Scaled)
 DU0035
 DU0035                          SUPERSEDED SURVEY CONTROL
 DU0035
 DU0035  NGVD 29 (??/??/92) 1378.083  (m)         4521.26   (f) ADJ UNCH    1 2
 DU0035
 DU0035.Superseded values are not recommended for survey control.
 DU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0035.See file dsdata.txt to determine how the superseded data were derived.
 DU0035
 DU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC494414(NAD 83)
 DU0035_MARKER: DD = SURVEY DISK
 DU0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0035_SP_SET: CULVERT
 DU0035_STAMPING: 822+09 4233.35 55
 DU0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0035
 DU0035  HISTORY     - Date     Condition        Report By
 DU0035  HISTORY     - UNK      MONUMENTED       AZHD
 DU0035  HISTORY     - 1960     GOOD             NGS
 DU0035  HISTORY     - 1979     GOOD             NGS
 DU0035
 DU0035                          STATION DESCRIPTION
 DU0035
 DU0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0035'10.1 MI NE FROM SENECA.
 DU0035'ABOUT 10.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0035'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0035'0.15 MILE SOUTHWEST OF BECKERS BUTTE OBSERVATION POINT, IN CENTER OF
 DU0035'THE TOP OF THE WEST CONCRETE HEADWALL OF A 48-INCH CULVERT, 40 FEET
 DU0035'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET BELOW THE
 DU0035'LEVEL OF THE HIGHWAY.
 DU0035
 DU0035                          STATION RECOVERY (1979)
 DU0035
 DU0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0035'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0035'IN SALT RIVER CANYON, SET IN THE TOP CENTER OF THE WEST HEADWALL OF A
 DU0035'48-INCH CONCRETE CULVERT, 291 FEET SOUTHWEST OF MILE POST 297 AND
 DU0035'40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER
 DU0035'CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE
 DU0035'IN GLOBE.
 DU0035'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0325 ***********************************************************************
 FS0325  DESIGNATION -  825+00
 FS0325  PID         -  FS0325
 FS0325  STATE/COUNTY-  AZ/MOHAVE
 FS0325  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0325
 FS0325                         *CURRENT SURVEY CONTROL
 FS0325  ___________________________________________________________________
 FS0325* NAD 83(1986)-  35 33 50.     (N)    114 22 39.     (W)     SCALED    
 FS0325* NAVD 88     -       863.756  (meters)    2833.84   (feet)  POSTED    
 FS0325  ___________________________________________________________________
 FS0325  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0325  DYNAMIC HT  -         862.780 (meters)    2830.64  (feet)  COMP
 FS0325  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 FS0325
 FS0325  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0325
 FS0325.The horizontal coordinates were scaled from a topographic map and have
 FS0325.an estimated accuracy of +/- 6 seconds.
 FS0325
 FS0325.The orthometric height was determined by differential leveling
 FS0325.and adjusted by the  in 1992.
 FS0325.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0325.rate of 1.1 thru 2.0 mm/km.
 FS0325
 FS0325.The geoid height was determined by GEOID03.
 FS0325
 FS0325.The dynamic height is computed by dividing the NAVD 88
 FS0325.geopotential number by the normal gravity value computed on the
 FS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0325.degrees latitude (g = 980.6199 gals.).
 FS0325
 FS0325.The modeled gravity was interpolated from observed gravity values.
 FS0325
 FS0325;                    North         East    Units  Estimated Accuracy
 FS0325;SPC AZ W     -   506,330.      156,480.      MT  (+/- 180 meters Scaled)
 FS0325
 FS0325                          SUPERSEDED SURVEY CONTROL
 FS0325
 FS0325  NGVD 29 (??/??/92)  862.989  (m)         2831.32   (f) ADJ UNCH    1 1
 FS0325
 FS0325.Superseded values are not recommended for survey control.
 FS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0325.See file dsdata.txt to determine how the superseded data were derived.
 FS0325
 FS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV376387(NAD 83)
 FS0325_MARKER: DD = SURVEY DISK
 FS0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0325_SP_SET: CULVERT
 FS0325_STAMPING: 825+00 2832.13 1935
 FS0325_MARK LOGO: AZHD  
 FS0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0325
 FS0325  HISTORY     - Date     Condition        Report By
 FS0325  HISTORY     - 1935     MONUMENTED       AZHD
 FS0325  HISTORY     - 1949     GOOD             NGS
 FS0325  HISTORY     - 1982     GOOD             NGS
 FS0325
 FS0325                          STATION DESCRIPTION
 FS0325
 FS0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0325'13.4 MI NW FROM GRASSHOPPER JUNCTION.
 FS0325'13.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0325'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 3- BY 8-FOOT CONCRETE
 FS0325'BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST
 FS0325'HEAD WALL, 14.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0325'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0325
 FS0325                          STATION RECOVERY (1982)
 FS0325
 FS0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0325'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0212 ***********************************************************************
 DT0212  DESIGNATION -  8284.75
 DT0212  PID         -  DT0212
 DT0212  STATE/COUNTY-  AZ/APACHE
 DT0212  USGS QUAD   -  NUTRIOSO (1991)
 DT0212
 DT0212                         *CURRENT SURVEY CONTROL
 DT0212  ___________________________________________________________________
 DT0212* NAD 83(1986)-  33 52 58.     (N)    109 09 32.     (W)     SCALED    
 DT0212* NAVD 88     -      2528.790  (meters)    8296.54   (feet)  ADJUSTED  
 DT0212  ___________________________________________________________________
 DT0212  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DT0212  DYNAMIC HT  -        2524.613 (meters)    8282.83  (feet)  COMP
 DT0212  MODELED GRAV-     978,893.1   (mgal)                       NAVD 88
 DT0212
 DT0212  VERT ORDER  -  FIRST     CLASS II
 DT0212
 DT0212.The horizontal coordinates were scaled from a topographic map and have
 DT0212.an estimated accuracy of +/- 6 seconds.
 DT0212
 DT0212.The orthometric height was determined by differential leveling
 DT0212.and adjusted in June 1991.
 DT0212
 DT0212.The geoid height was determined by GEOID03.
 DT0212
 DT0212.The dynamic height is computed by dividing the NAVD 88
 DT0212.geopotential number by the normal gravity value computed on the
 DT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0212.degrees latitude (g = 980.6199 gals.).
 DT0212
 DT0212.The modeled gravity was interpolated from observed gravity values.
 DT0212
 DT0212;                    North         East    Units  Estimated Accuracy
 DT0212;SPC AZ E     -   320,110.      306,580.      MT  (+/- 180 meters Scaled)
 DT0212
 DT0212                          SUPERSEDED SURVEY CONTROL
 DT0212
 DT0212  NGVD 29 (??/??/92) 2527.68   (m)         8292.9    (f) COMPUTED    1 2
 DT0212
 DT0212.Superseded values are not recommended for survey control.
 DT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0212.See file dsdata.txt to determine how the superseded data were derived.
 DT0212
 DT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC702506(NAD 83)
 DT0212_MARKER: P = PIPE CAP
 DT0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0212_STAMPING: 8284.75
 DT0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0212
 DT0212  HISTORY     - Date     Condition        Report By
 DT0212  HISTORY     - UNK      MONUMENTED       BPR
 DT0212  HISTORY     - 1934     GOOD             NGS
 DT0212  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0212
 DT0212                          STATION DESCRIPTION
 DT0212
 DT0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0212'3.1 MI N FROM ALPINE.
 DT0212'3.1 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM THE POST OFFICE AT
 DT0212'ALPINE, APACHE COUNTY, 52 FEET SOUTH OF A CATTLE GUARD, 60 FEET EAST
 DT0212'OF A SANDSTONE LEDGE, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DT0212'30 FEET SOUTHWEST OF A LONE PINE TREE ON THE BANK OF A SMALL STREAM,
 DT0212'AND 7 FEET WEST OF THE STREAM.  A UNITED STATES BUREAU OF PUBLIC ROADS
 DT0212'STANDARD CAP, STAMPED 8284.75 AND FASTENED ON THE TOP OF A 3-INCH IRON
 DT0212'PIPE SET IN CONCRETE.
 DT0212
 DT0212                          STATION RECOVERY (1980)
 DT0212
 DT0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0212'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0654 ***********************************************************************
 ER0654  DESIGNATION -  83 BKC
 ER0654  PID         -  ER0654
 ER0654  STATE/COUNTY-  AZ/APACHE
 ER0654  USGS QUAD   -  VERNON (1971)
 ER0654
 ER0654                         *CURRENT SURVEY CONTROL
 ER0654  ___________________________________________________________________
 ER0654* NAD 83(1986)-  34 16 09.     (N)    109 37 53.     (W)     SCALED    
 ER0654* NAVD 88     -      2107.355  (meters)    6913.88   (feet)  ADJUSTED  
 ER0654  ___________________________________________________________________
 ER0654  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 ER0654  DYNAMIC HT  -        2104.165 (meters)    6903.41  (feet)  COMP
 ER0654  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 ER0654
 ER0654  VERT ORDER  -  SECOND    CLASS 0
 ER0654
 ER0654.The horizontal coordinates were scaled from a topographic map and have
 ER0654.an estimated accuracy of +/- 6 seconds.
 ER0654
 ER0654.The orthometric height was determined by differential leveling
 ER0654.and adjusted in June 1991.
 ER0654
 ER0654.The geoid height was determined by GEOID03.
 ER0654
 ER0654.The dynamic height is computed by dividing the NAVD 88
 ER0654.geopotential number by the normal gravity value computed on the
 ER0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0654.degrees latitude (g = 980.6199 gals.).
 ER0654
 ER0654.The modeled gravity was interpolated from observed gravity values.
 ER0654
 ER0654;                    North         East    Units  Estimated Accuracy
 ER0654;SPC AZ E     -   362,640.      262,650.      MT  (+/- 180 meters Scaled)
 ER0654
 ER0654                          SUPERSEDED SURVEY CONTROL
 ER0654
 ER0654.No superseded survey control is available for this station.
 ER0654
 ER0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC259928(NAD 83)
 ER0654_MARKER: DB = BENCH MARK DISK
 ER0654_SETTING: 66 = SET IN ROCK OUTCROP
 ER0654_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0654_STAMPING: 83 BKC 1968 6911
 ER0654_MARK LOGO: USGS  
 ER0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0654+STABILITY: POSITION/ELEVATION WELL
 ER0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0654+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0654
 ER0654  HISTORY     - Date     Condition        Report By
 ER0654  HISTORY     - 1968     MONUMENTED       USGS
 ER0654
 ER0654                          STATION DESCRIPTION
 ER0654
 ER0654'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0654'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 24.0 MILES
 ER0654'NORTHWEST ALONG U S HIGHWAY 60, 3.7 MILES EAST OF VERNON (MIDWAY
 ER0654'SERVICE STATION) ALONG U S HIGHWAY 60, 143 FEET SOUTH OF THE HIGHWAY,
 ER0654'68 FEET SOUTH OF A FENCE, 4 FEET SOUTHEAST OF A WITNESS POST, SET IN
 ER0654'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0623 ***********************************************************************
 FP0623  DESIGNATION -  83 DOR
 FP0623  PID         -  FP0623
 FP0623  STATE/COUNTY-  AZ/APACHE
 FP0623  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0623
 FP0623                         *CURRENT SURVEY CONTROL
 FP0623  ___________________________________________________________________
 FP0623* NAD 83(1986)-  35 03 38.     (N)    109 31 25.     (W)     SCALED    
 FP0623* NAVD 88     -      1761.437  (meters)    5778.98   (feet)  ADJUSTED  
 FP0623  ___________________________________________________________________
 FP0623  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FP0623  DYNAMIC HT  -        1758.949 (meters)    5770.82  (feet)  COMP
 FP0623  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 FP0623
 FP0623  VERT ORDER  -  SECOND    CLASS II
 FP0623
 FP0623.The horizontal coordinates were scaled from a topographic map and have
 FP0623.an estimated accuracy of +/- 6 seconds.
 FP0623
 FP0623.The orthometric height was determined by differential leveling
 FP0623.and adjusted in June 1991.
 FP0623
 FP0623.The geoid height was determined by GEOID03.
 FP0623
 FP0623.The dynamic height is computed by dividing the NAVD 88
 FP0623.geopotential number by the normal gravity value computed on the
 FP0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0623.degrees latitude (g = 980.6199 gals.).
 FP0623
 FP0623.The modeled gravity was interpolated from observed gravity values.
 FP0623
 FP0623;                    North         East    Units  Estimated Accuracy
 FP0623;SPC AZ E     -   450,480.      272,020.      MT  (+/- 180 meters Scaled)
 FP0623
 FP0623                          SUPERSEDED SURVEY CONTROL
 FP0623
 FP0623  NGVD 29 (??/??/92) 1760.47   (m)         5775.8    (f) COMPUTED    2 2
 FP0623
 FP0623.Superseded values are not recommended for survey control.
 FP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0623.See file dsdata.txt to determine how the superseded data were derived.
 FP0623
 FP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346807(NAD 83)
 FP0623_MARKER: DB = BENCH MARK DISK
 FP0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0623_SP_SET: CONCRETE POST
 FP0623_STAMPING: 83 DOR 1972 5776
 FP0623_MARK LOGO: USGS  
 FP0623_PROJECTION: PROJECTING 15 CENTIMETERS
 FP0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0623+STABILITY: SURFACE MOTION
 FP0623
 FP0623  HISTORY     - Date     Condition        Report By
 FP0623  HISTORY     - 1972     MONUMENTED       USGS
 FP0623
 FP0623                          STATION DESCRIPTION
 FP0623
 FP0623'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0623'8.7 KM (5.40 MI) SOUTH FROM NAVAJO.
 FP0623'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0623'ROAD TO A T-ROAD SOUTH, THENCE 5.3 MILES SOUTH TO A T-FENCE WEST, 48
 FP0623'FEET WEST OF THE ROAD, 23 FEET WEST OF THE FENCE LINE, 18 FEET WEST
 FP0623'OF A 1/2-INCH IRON PIPE, AND 1.0 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0430 ***********************************************************************
 GQ0430  DESIGNATION -  83 DOR
 GQ0430  PID         -  GQ0430
 GQ0430  STATE/COUNTY-  AZ/MOHAVE
 GQ0430  USGS QUAD   -  LIZARD POINT (1979)
 GQ0430
 GQ0430                         *CURRENT SURVEY CONTROL
 GQ0430  ___________________________________________________________________
 GQ0430* NAD 83(1986)-  36 59 29.     (N)    113 34 17.     (W)     SCALED    
 GQ0430* NAVD 88     -       837.525  (meters)    2747.78   (feet)  POSTED    
 GQ0430  ___________________________________________________________________
 GQ0430  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 GQ0430  DYNAMIC HT  -         836.670 (meters)    2744.97  (feet)  COMP
 GQ0430  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 GQ0430
 GQ0430  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0430
 GQ0430.The horizontal coordinates were scaled from a topographic map and have
 GQ0430.an estimated accuracy of +/- 6 seconds.
 GQ0430
 GQ0430.The orthometric height was determined by differential leveling
 GQ0430.and adjusted by the  in 1992.
 GQ0430.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0430.rate of 0.0 thru 1.0 mm/km.
 GQ0430
 GQ0430.The geoid height was determined by GEOID03.
 GQ0430
 GQ0430.The dynamic height is computed by dividing the NAVD 88
 GQ0430.geopotential number by the normal gravity value computed on the
 GQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0430.degrees latitude (g = 980.6199 gals.).
 GQ0430
 GQ0430.The modeled gravity was interpolated from observed gravity values.
 GQ0430
 GQ0430;                    North         East    Units  Estimated Accuracy
 GQ0430;SPC AZ W     -   664,550.      229,260.      MT  (+/- 180 meters Scaled)
 GQ0430
 GQ0430                          SUPERSEDED SURVEY CONTROL
 GQ0430
 GQ0430  NGVD 29 (??/??/92)  836.71   (m)         2745.1    (f) COMPUTED    3 0
 GQ0430
 GQ0430.Superseded values are not recommended for survey control.
 GQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0430.See file dsdata.txt to determine how the superseded data were derived.
 GQ0430
 GQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF711970(NAD 83)
 GQ0430_MARKER: DB = BENCH MARK DISK
 GQ0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0430_SP_SET: COPPER-CLAD STEEL ROD
 GQ0430_STAMPING: 83 DOR 1970 2745
 GQ0430_MARK LOGO: USGS  
 GQ0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0430
 GQ0430  HISTORY     - Date     Condition        Report By
 GQ0430  HISTORY     - 1970     MONUMENTED       USGS
 GQ0430
 GQ0430                          STATION DESCRIPTION
 GQ0430
 GQ0430'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0430'11.7 KM (7.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0430'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0430'(FOMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0430'ROAD TO THE ARIZONA STATE LINE, CONTINUE 0.6 MILES SOUTH TO A Y-ROAD
 GQ0430'AND THE TOP OF A RISE, 0.2 MILES NORTHEAST OF A USGLO BRASS CAP
 GQ0430'STAMPED T42N R12W S34 S35 S3 S2 T41N 1921, 275 FEET SOUTHWEST OF THE
 GQ0430'Y-ROAD JUNCTION, 70 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN,
 GQ0430'ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0430'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 GQ0430'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1033 ***********************************************************************
 FR1033  DESIGNATION -  83 EMH
 FR1033  PID         -  FR1033
 FR1033  STATE/COUNTY-  AZ/COCONINO
 FR1033  USGS QUAD   -  BLACK TANK (1980)
 FR1033
 FR1033                         *CURRENT SURVEY CONTROL
 FR1033  ___________________________________________________________________
 FR1033* NAD 83(1986)-  35 39 02.     (N)    112 40 02.     (W)     SCALED    
 FR1033* NAVD 88     -      1751.965  (meters)    5747.91   (feet)  POSTED    
 FR1033  ___________________________________________________________________
 FR1033  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FR1033  DYNAMIC HT  -        1749.700 (meters)    5740.47  (feet)  COMP
 FR1033  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 FR1033
 FR1033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1033
 FR1033.The horizontal coordinates were scaled from a topographic map and have
 FR1033.an estimated accuracy of +/- 6 seconds.
 FR1033
 FR1033.The orthometric height was determined by differential leveling
 FR1033.and adjusted by the  in 1992.
 FR1033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1033.rate of 0.0 thru 1.0 mm/km.
 FR1033
 FR1033.The geoid height was determined by GEOID03.
 FR1033
 FR1033.The dynamic height is computed by dividing the NAVD 88
 FR1033.geopotential number by the normal gravity value computed on the
 FR1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1033.degrees latitude (g = 980.6199 gals.).
 FR1033
 FR1033.The modeled gravity was interpolated from observed gravity values.
 FR1033
 FR1033;                    North         East    Units  Estimated Accuracy
 FR1033;SPC AZ C     -   516,000.      145,400.      MT  (+/- 180 meters Scaled)
 FR1033
 FR1033                          SUPERSEDED SURVEY CONTROL
 FR1033
 FR1033  NGVD 29 (??/??/92) 1751.10   (m)         5745.1    (f) COMPUTED    2 2
 FR1033
 FR1033.Superseded values are not recommended for survey control.
 FR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1033.See file dsdata.txt to determine how the superseded data were derived.
 FR1033
 FR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE490464(NAD 83)
 FR1033_MARKER: DB = BENCH MARK DISK
 FR1033_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1033_SP_SET: COPPER-CLAD STEEL ROD
 FR1033_STAMPING: 83 EMH 1973 5745
 FR1033_MARK LOGO: USGS  
 FR1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1033
 FR1033  HISTORY     - Date     Condition        Report By
 FR1033  HISTORY     - 1973     MONUMENTED       USGS
 FR1033
 FR1033                          STATION DESCRIPTION
 FR1033
 FR1033'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1033'75.0 KM (46.60 MI) NORTH FROM SELIGMAN.
 FR1033'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 1.6 MILES NORTH ALONG A
 FR1033'DIRT ROAD, 0.6 MILES NORTH OF THE NORTH END OF A DIVIDED SECTION OF
 FR1033'THE ROAD, AT A RISE IN THE ROAD, 175 FEET NORTH OF A SMALL DRAIN
 FR1033'CROSSING, 25 FEET WEST OF THE CENTERLINE OF THE ROAD.  ROD DEPTH
 FR1033'UNKNOWN
 FR1033'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0909 ***********************************************************************
 DV0909  DESIGNATION -  83 Z
 DV0909  PID         -  DV0909
 DV0909  STATE/COUNTY-  AZ/MARICOPA
 DV0909  USGS QUAD   -  VALENCIA (1982)
 DV0909
 DV0909                         *CURRENT SURVEY CONTROL
 DV0909  ___________________________________________________________________
 DV0909* NAD 83(1986)-  33 25 13.     (N)    112 35 28.     (W)     SCALED    
 DV0909* NAVD 88     -       312.20   (+/-2cm)    1024.3    (feet)  VERTCON   
 DV0909  ___________________________________________________________________
 DV0909  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DV0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0909
 DV0909.The horizontal coordinates were scaled from a topographic map and have
 DV0909.an estimated accuracy of +/- 6 seconds.
 DV0909
 DV0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0909.The vertical order pertains to the NGVD 29 superseded value.
 DV0909
 DV0909.The geoid height was determined by GEOID03.
 DV0909
 DV0909;                    North         East    Units  Estimated Accuracy
 DV0909;SPC AZ C     -   268,560.      150,640.      MT  (+/- 180 meters Scaled)
 DV0909
 DV0909                          SUPERSEDED SURVEY CONTROL
 DV0909
 DV0909  NGVD 29 (??/??/92)  311.558  (m)         1022.17   (f) ADJ UNCH    2 0
 DV0909
 DV0909.Superseded values are not recommended for survey control.
 DV0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0909.See file dsdata.txt to determine how the superseded data were derived.
 DV0909
 DV0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB520990(NAD 83)
 DV0909_MARKER: DZ = AZIMUTH MARK DISK
 DV0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0909_STAMPING: 83 Z 1962
 DV0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0909+STABILITY: SURFACE MOTION
 DV0909
 DV0909  HISTORY     - Date     Condition        Report By
 DV0909  HISTORY     - 1962     MONUMENTED       AZHD
 DV0909  HISTORY     - 1962     GOOD             NGS
 DV0909  HISTORY     - 20080123 MARK NOT FOUND   GEOCAC
 DV0909
 DV0909                          STATION DESCRIPTION
 DV0909
 DV0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0909'3.6 MI NW FROM BUCKEYE.
 DV0909'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0909'BUCKEYE, THENCE 3.4 MILES NORTH ALONG MILLER ROAD, 34 FEET WEST OF THE
 DV0909'CENTER OF THE ROAD, 55 FEET WEST OF POWER POLE NO. 25-17-1, 8.5 FEET
 DV0909'NORTH OF THE NORTH EDGE OF AN IRRIGATION DITCH, 3.8 FEET NORTH OF A
 DV0909'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0909'GROUND.
 DV0909
 DV0909                          STATION RECOVERY (2008)
 DV0909
 DV0909'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0909'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0909'MARK. THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0737 ***********************************************************************
 DT0737  DESIGNATION -  8302
 DT0737  PID         -  DT0737
 DT0737  STATE/COUNTY-  AZ/GREENLEE
 DT0737  USGS QUAD   -  MAPLE PEAK (1967)
 DT0737
 DT0737                         *CURRENT SURVEY CONTROL
 DT0737  ___________________________________________________________________
 DT0737* NAD 83(1992)-  33 20 48.75246(N)    109 06 07.05696(W)     ADJUSTED  
 DT0737* NAVD 88     -      2530.     (meters)    8301.     (feet)  SCALED    
 DT0737  ___________________________________________________________________
 DT0737  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DT0737  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0737  HORZ ORDER  -  SECOND
 DT0737
 DT0737.The horizontal coordinates were established by classical geodetic methods
 DT0737.and adjusted by the National Geodetic Survey in August 1993.
 DT0737
 DT0737.The orthometric height was scaled from a topographic map.
 DT0737
 DT0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0737
 DT0737.The geoid height was determined by GEOID03.
 DT0737
 DT0737;                    North         East     Units Scale Factor Converg.
 DT0737;SPC AZ E     -   260,725.022   312,461.428   MT  1.00002105   +0 35 07.2
 DT0737;SPC AZ E     -   855,397.05  1,025,135.92   iFT  1.00002105   +0 35 07.2
 DT0737;SPC NM W     -   260,941.869   711,914.819   MT  1.00008853   -0 41 50.8
 DT0737;SPC NM W     -   856,106.78  2,335,673.87   sFT  1.00008853   -0 41 50.8
 DT0737;UTM  12      - 3,691,351.207   676,622.788   MT  0.99998462   +1 02 37.1
 DT0737
 DT0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0737!SPC AZ E     -   0.99960676  x   1.00002105  =   0.99962780
 DT0737!SPC NM W     -   0.99960676  x   1.00008853  =   0.99969525
 DT0737!UTM  12      -   0.99960676  x   0.99998462  =   0.99959139
 DT0737
 DT0737                          SUPERSEDED SURVEY CONTROL
 DT0737
 DT0737  NAD 83(1986)-  33 20 48.75011(N)    109 06 07.05573(W) AD(       ) 2
 DT0737  NAD 27      -  33 20 48.53140(N)    109 06 04.80535(W) AD(       ) 2
 DT0737
 DT0737.Superseded values are not recommended for survey control.
 DT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0737.See file dsdata.txt to determine how the superseded data were derived.
 DT0737
 DT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7662391351(NAD 83)
 DT0737_MARKER: DD = SURVEY DISK
 DT0737_SETTING: 80 = SET IN A BOULDER
 DT0737_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0737
 DT0737  HISTORY     - Date     Condition        Report By
 DT0737  HISTORY     - 1966     MONUMENTED       USGS
 DT0737
 DT0737                          STATION DESCRIPTION
 DT0737
 DT0737'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JWC)
 DT0737'THE STATION IS ABOUT 23-1/2 MILES NORTH-NORTHEAST OF CLIFTON,
 DT0737'13 MILES WEST OF GLENWOOD, NEW MEXICO AND 3-1/4 MILES WEST OF
 DT0737'THE ARIZONA-NEW MEXICO STATE LINE AND ON THE SUMMIT OF MAPLE
 DT0737'PEAK.
 DT0737'
 DT0737'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAPLE,
 DT0737'DISTANCE BEING 9.640 FEET 2.941 METERS WEST OF STATION MAPLE.
 DT0737'THE MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0737'STAMPED 8302 FEET DATUM VA, CEMENTED IN A DRILL HOLE IN A
 DT0737'2 X 3 FOOT BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0039 ***********************************************************************
 EU0039  DESIGNATION -  831.75
 EU0039  PID         -  EU0039
 EU0039  STATE/COUNTY-  AZ/MOHAVE
 EU0039  USGS QUAD   -  FRANCONIA (1970)
 EU0039
 EU0039                         *CURRENT SURVEY CONTROL
 EU0039  ___________________________________________________________________
 EU0039* NAD 83(1986)-  34 43 41.     (N)    114 21 46.     (W)     SCALED    
 EU0039* NAVD 88     -       254.12   (+/-2cm)     833.7    (feet)  VERTCON   
 EU0039  ___________________________________________________________________
 EU0039  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EU0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0039
 EU0039.The horizontal coordinates were scaled from a topographic map and have
 EU0039.an estimated accuracy of +/- 6 seconds.
 EU0039
 EU0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0039.The vertical order pertains to the NGVD 29 superseded value.
 EU0039
 EU0039.The geoid height was determined by GEOID03.
 EU0039
 EU0039;                    North         East    Units  Estimated Accuracy
 EU0039;SPC AZ W     -   413,590.      157,240.      MT  (+/- 180 meters Scaled)
 EU0039
 EU0039                          SUPERSEDED SURVEY CONTROL
 EU0039
 EU0039  NGVD 29 (??/??/??)  253.455  (m)          831.54   (f) ADJUSTED    2 0
 EU0039
 EU0039.Superseded values are not recommended for survey control.
 EU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0039.See file dsdata.txt to determine how the superseded data were derived.
 EU0039
 EU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU414460(NAD 83)
 EU0039_MARKER: DD = SURVEY DISK
 EU0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0039_SP_SET: CULVERT
 EU0039_STAMPING: 831.75 378X0292 19
 EU0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0039
 EU0039  HISTORY     - Date     Condition        Report By
 EU0039  HISTORY     - UNK      MONUMENTED       AZHD
 EU0039  HISTORY     - 1961     GOOD             NGS
 EU0039  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0039
 EU0039                          STATION DESCRIPTION
 EU0039
 EU0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0039'7.2 MI E FROM TOPOCK.
 EU0039'ABOUT 7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0039'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0039'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A
 EU0039'60 FOOT CONCRETE BOX CULVERT WITH 6 OPENINGS, 20 FEET SOUTH OF
 EU0039'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT ABOVE THE
 EU0039'LEVEL OF THE HIGHWAY.
 EU0039
 EU0039                          STATION RECOVERY (1981)
 EU0039
 EU0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0039'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1178 ***********************************************************************
 CY1178  DESIGNATION -  8363=DOS CABEZAS
 CY1178  PID         -  CY1178
 CY1178  STATE/COUNTY-  AZ/COCHISE
 CY1178  USGS QUAD   -  DOS CABEZAS (1978)
 CY1178
 CY1178                         *CURRENT SURVEY CONTROL
 CY1178  ___________________________________________________________________
 CY1178* NAD 83(1992)-  32 13 24.08161(N)    109 36 40.45407(W)     ADJUSTED  
 CY1178* NAVD 88     -      2547.1    (meters)    8357.     (feet)  VERTCON   
 CY1178  ___________________________________________________________________
 CY1178  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CY1178  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CY1178  HORZ ORDER  -  FIRST
 CY1178
 CY1178.The horizontal coordinates were established by classical geodetic methods
 CY1178.and adjusted by the National Geodetic Survey in August 1993.
 CY1178
 CY1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1178
 CY1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1178
 CY1178.The geoid height was determined by GEOID03.
 CY1178
 CY1178;                    North         East     Units Scale Factor Converg.
 CY1178;SPC AZ E     -   135,767.526   265,711.762   MT  0.99993379   +0 17 46.2
 CY1178;SPC AZ E     -   445,431.52    871,757.75   iFT  0.99993379   +0 17 46.2
 CY1178;UTM  12      - 3,566,039.225   630,862.645   MT  0.99981119   +0 44 26.2
 CY1178
 CY1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1178!SPC AZ E     -   0.99960439  x   0.99993379  =   0.99953821
 CY1178!UTM  12      -   0.99960439  x   0.99981119  =   0.99941566
 CY1178
 CY1178|---------------------------------------------------------------------|
 CY1178| PID    Reference Object                     Distance      Geod. Az  |
 CY1178|                                                           dddmmss.s |
 CY1178| CC7274 DOS CABEZAS RM 1                     10.177 METERS 04704     |
 CY1178| CY1179 DOS CABEZAS CHISELED CROSS            2.791 METERS 09217     |
 CY1178| CC7273 DOS CABEZAS AZ MK                                  1223413.6 |
 CY1178| CF0325 PHOENIX EL PASO AWY BCN T 5         APPROX.39.0 KM 1311211.2 |
 CY1178| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX.24.0 KM 1753810.3 |
 CY1178| CC7275 DOS CABEZAS RM 2                     10.213 METERS 25008     |
 CY1178| CY1201 WILLCOX STANDPIPE                   APPROX.20.9 KM 2794336.3 |
 CY1178|---------------------------------------------------------------------|
 CY1178
 CY1178                          SUPERSEDED SURVEY CONTROL
 CY1178
 CY1178  NAD 83(1986)-  32 13 24.07634(N)    109 36 40.45037(W) AD(       ) 1
 CY1178  NAD 27      -  32 13 23.80100(N)    109 36 38.21400(W) AD(       ) 1
 CY1178  NGVD 29 (07/19/86) 2546.2    (m)         8354.     (f) VERT ANG    3  
 CY1178
 CY1178.Superseded values are not recommended for survey control.
 CY1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1178.See file dsdata.txt to determine how the superseded data were derived.
 CY1178
 CY1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3086366039(NAD 83)
 CY1178_MARKER: DB = BENCH MARK DISK
 CY1178_SETTING: 66 = SET IN ROCK OUTCROP
 CY1178_SP_SET: PARTIALLY EXPOSED BEDROCK
 CY1178
 CY1178  HISTORY     - Date     Condition        Report By
 CY1178  HISTORY     - 1945     MONUMENTED       USGS
 CY1178
 CY1178                          STATION DESCRIPTION
 CY1178
 CY1178'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1178'STATION IS LOCATED ON THE HIGHEST POINT OF THE N PEAK OF THE
 CY1178'DOS CABEZAS PEAKS.  THE PEAKS ARE ABOUT 13 MILES E OF WILLCOX,
 CY1178'ABOUT 10 MILES SW OF BOWIE, ARE VERY PROMINENT, AND ARE THE
 CY1178'HIGHEST POINTS ON THE DOS CABEZAS RANGE.
 CY1178'
 CY1178'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO E
 CY1178'ACROSS THE RAILROAD TRACKS AND CONTINUE ON THE MAIN ROAD FOR
 CY1178'6.1 MILES TO THE ROAD LEADING LEFT TO DOS CABEZOS, TURN LEFT AND
 CY1178'CONTINUE STRAIGHT AHEAD FOR 8.6 MILES TO THE POST OFFICE IN
 CY1178'DOS CABEZOS.  CONTINUE PAST THE POST OFFICE FOR 0.05 MILE TO
 CY1178'A SIDE ROAD LEADING LEFT BY THE SCHOOL HOUSE, TURN LEFT AND
 CY1178'CONTINUE PAST THE SCHOOL HOUSE, ON A MINE ROAD, FOR 2.4 MILES
 CY1178'TO AN IRON PIPE GATE, CONTINUE AHEAD FOR 0.7 MILE TO WHERE THE
 CY1178'MAIN ROAD TURNS SHARP RIGHT AND A DIM TRACK ROAD CONTINUES
 CY1178'STRAIGHT AHEAD, TURN RIGHT ON THE MAIN ROAD AND CONTINUE
 CY1178'AHEAD FOR 0.3 MILE TO A TIN BUILDING ON THE LEFT AND A MINE
 CY1178'TUNNEL DIRECTLY AHEAD.  TURN SHARP LEFT BEHIND THE TIN
 CY1178'BUILDING AND CONTINUE AHEAD ON THE ONLY ROAD FOR 1.4 MILES TO
 CY1178'A CATTLE GUARD AT A FENCE ON THE SUMMIT OF THE DIVIDE AND
 CY1178'THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS 90 FEET E OR TO
 CY1178'THE RIGHT OF THE ROAD AND 26 FEET S OF THE FENCE LINE.  TO
 CY1178'CONTINUE TO THE STATION PACK NW ALONG THE FENCE UNTIL IT
 CY1178'GOES UP ONTO A THICKLY BRUSH COVERED HILL ABOUT 1/4
 CY1178'MILE FROM THE PEAK, BEAR LEFT AROUND THE HILL AND THEN RIGHT
 CY1178'UP INTO A SADDLE NW OF THE PEAKS, THENCE SE INTO THE CUT
 CY1178'BETWEEN THE PEAKS AND THEN LEFT UP TO THE HIGHEST POINT AND
 CY1178'THE STATION.
 CY1178'
 CY1178'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 CY1178'DISK SET IN BEDROCK AND IS STAMPED ELEVATION ABOVE SEA 8363
 CY1178'FEET.  THE DISK IS BADLY DEFACED.  IT IS 2.791 METERS (9.165
 CY1178'FEET) W OF A CHISELED CROSS IN BEDROCK THAT IS A U.S.G.S.
 CY1178'TRIANGULATION STATION.  THE BENCH MARK APPEARS TO HAVE THE DATE
 CY1178'1900 SCRATCHED ON IT.
 CY1178'
 CY1178'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SHARP OUTCROP
 CY1178'OF ROCK AND IS STAMPED DOS CABEZAS USGS BM NO 1 1945.  IT IS
 CY1178'NE OF THE STATION AND ABOUT 2 FEET LOWER.
 CY1178'
 CY1178'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN ROCK
 CY1178'OUTCROP PROJECTING ABOUT 1 FOOT AND IS STAMPED DOS CABEZAS USGS
 CY1178'NO 2 1945.  IT IS WSW OF THE STATION AND ABOUT 2 FEET LOWER.
 CY1178'
 CY1178'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 CY1178'WITH THE SURROUNDING GROUND AND IS STAMPED DOS CABEZAS USGS
 CY1178'BM 1945.  IT IS ABOUT 1 MILE ESE OF THE STATION AND 8 FEET
 CY1178'SW OF A WITNESS POST.  IT IS REACHED AS SHOWN ABOVE WHEN AT
 CY1178'THE END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0324 ***********************************************************************
 FS0324  DESIGNATION -  837+01
 FS0324  PID         -  FS0324
 FS0324  STATE/COUNTY-  AZ/MOHAVE
 FS0324  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0324
 FS0324                         *CURRENT SURVEY CONTROL
 FS0324  ___________________________________________________________________
 FS0324* NAD 83(1986)-  35 33 52.     (N)    114 22 41.     (W)     SCALED    
 FS0324* NAVD 88     -       861.775  (meters)    2827.34   (feet)  POSTED    
 FS0324  ___________________________________________________________________
 FS0324  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0324  DYNAMIC HT  -         860.800 (meters)    2824.14  (feet)  COMP
 FS0324  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 FS0324
 FS0324  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0324
 FS0324.The horizontal coordinates were scaled from a topographic map and have
 FS0324.an estimated accuracy of +/- 6 seconds.
 FS0324
 FS0324.The orthometric height was determined by differential leveling
 FS0324.and adjusted by the  in 1992.
 FS0324.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0324.rate of 1.1 thru 2.0 mm/km.
 FS0324
 FS0324.The geoid height was determined by GEOID03.
 FS0324
 FS0324.The dynamic height is computed by dividing the NAVD 88
 FS0324.geopotential number by the normal gravity value computed on the
 FS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0324.degrees latitude (g = 980.6199 gals.).
 FS0324
 FS0324.The modeled gravity was interpolated from observed gravity values.
 FS0324
 FS0324;                    North         East    Units  Estimated Accuracy
 FS0324;SPC AZ W     -   506,390.      156,430.      MT  (+/- 180 meters Scaled)
 FS0324
 FS0324                          SUPERSEDED SURVEY CONTROL
 FS0324
 FS0324  NGVD 29 (??/??/92)  861.008  (m)         2824.82   (f) ADJ UNCH    1 1
 FS0324
 FS0324.Superseded values are not recommended for survey control.
 FS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0324.See file dsdata.txt to determine how the superseded data were derived.
 FS0324
 FS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV376388(NAD 83)
 FS0324_MARKER: DD = SURVEY DISK
 FS0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0324_SP_SET: CULVERT
 FS0324_STAMPING: 837-01.66 2825.64 1935
 FS0324_MARK LOGO: AZHD  
 FS0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0324
 FS0324  HISTORY     - Date     Condition        Report By
 FS0324  HISTORY     - 1935     MONUMENTED       AZHD
 FS0324  HISTORY     - 1949     GOOD             NGS
 FS0324  HISTORY     - 1982     GOOD             NGS
 FS0324
 FS0324                          STATION DESCRIPTION
 FS0324
 FS0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0324'13.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0324'13.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 FS0324'HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE SOUTHEAST OF THE Y
 FS0324'JUNCTION OF A DIRT ROAD LEADING WEST, AT A TRIPLE 4- BY 10-FOOT
 FS0324'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0324'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0324'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0324
 FS0324                          STATION RECOVERY (1982)
 FS0324
 FS0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0324'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0655 ***********************************************************************
 ER0655  DESIGNATION -  84 BKC
 ER0655  PID         -  ER0655
 ER0655  STATE/COUNTY-  AZ/APACHE
 ER0655  USGS QUAD   -  VERNON (1971)
 ER0655
 ER0655                         *CURRENT SURVEY CONTROL
 ER0655  ___________________________________________________________________
 ER0655* NAD 83(1986)-  34 16 16.     (N)    109 39 12.     (W)     SCALED    
 ER0655* NAVD 88     -      2058.979  (meters)    6755.17   (feet)  ADJUSTED  
 ER0655  ___________________________________________________________________
 ER0655  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 ER0655  DYNAMIC HT  -        2055.866 (meters)    6744.95  (feet)  COMP
 ER0655  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 ER0655
 ER0655  VERT ORDER  -  SECOND    CLASS 0
 ER0655
 ER0655.The horizontal coordinates were scaled from a topographic map and have
 ER0655.an estimated accuracy of +/- 6 seconds.
 ER0655
 ER0655.The orthometric height was determined by differential leveling
 ER0655.and adjusted in June 1991.
 ER0655
 ER0655.The geoid height was determined by GEOID03.
 ER0655
 ER0655.The dynamic height is computed by dividing the NAVD 88
 ER0655.geopotential number by the normal gravity value computed on the
 ER0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0655.degrees latitude (g = 980.6199 gals.).
 ER0655
 ER0655.The modeled gravity was interpolated from observed gravity values.
 ER0655
 ER0655;                    North         East    Units  Estimated Accuracy
 ER0655;SPC AZ E     -   362,840.      260,630.      MT  (+/- 180 meters Scaled)
 ER0655
 ER0655                          SUPERSEDED SURVEY CONTROL
 ER0655
 ER0655.No superseded survey control is available for this station.
 ER0655
 ER0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC239930(NAD 83)
 ER0655_MARKER: DB = BENCH MARK DISK
 ER0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0655_SP_SET: COPPER-CLAD STEEL ROD
 ER0655_STAMPING: 84 BKC 1968 6752
 ER0655_MARK LOGO: USGS  
 ER0655_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0655+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0655
 ER0655  HISTORY     - Date     Condition        Report By
 ER0655  HISTORY     - 1968     MONUMENTED       USGS
 ER0655  HISTORY     - 20050729 GOOD             USPSQD
 ER0655
 ER0655                          STATION DESCRIPTION
 ER0655
 ER0655'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0655'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 2.4 MILES
 ER0655'EAST ALONG U S HIGHWAY 60, 74 FEET NORTH OF THE HIGHWAY, 13 FEET WEST
 ER0655'OF A POWER POLE, 9 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH OF A
 ER0655'FENCE, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH
 ER0655'WITH THE GROUND.
 ER0655
 ER0655                          STATION RECOVERY (2005)
 ER0655
 ER0655'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0624 ***********************************************************************
 FP0624  DESIGNATION -  84 DOR
 FP0624  PID         -  FP0624
 FP0624  STATE/COUNTY-  AZ/APACHE
 FP0624  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0624
 FP0624                         *CURRENT SURVEY CONTROL
 FP0624  ___________________________________________________________________
 FP0624* NAD 83(1986)-  35 02 45.     (N)    109 31 25.     (W)     SCALED    
 FP0624* NAVD 88     -      1770.576  (meters)    5808.96   (feet)  ADJUSTED  
 FP0624  ___________________________________________________________________
 FP0624  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FP0624  DYNAMIC HT  -        1768.067 (meters)    5800.73  (feet)  COMP
 FP0624  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 FP0624
 FP0624  VERT ORDER  -  SECOND    CLASS II
 FP0624
 FP0624.The horizontal coordinates were scaled from a topographic map and have
 FP0624.an estimated accuracy of +/- 6 seconds.
 FP0624
 FP0624.The orthometric height was determined by differential leveling
 FP0624.and adjusted in June 1991.
 FP0624
 FP0624.The geoid height was determined by GEOID03.
 FP0624
 FP0624.The dynamic height is computed by dividing the NAVD 88
 FP0624.geopotential number by the normal gravity value computed on the
 FP0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0624.degrees latitude (g = 980.6199 gals.).
 FP0624
 FP0624.The modeled gravity was interpolated from observed gravity values.
 FP0624
 FP0624;                    North         East    Units  Estimated Accuracy
 FP0624;SPC AZ E     -   448,850.      272,030.      MT  (+/- 180 meters Scaled)
 FP0624
 FP0624                          SUPERSEDED SURVEY CONTROL
 FP0624
 FP0624  NGVD 29 (??/??/92) 1769.60   (m)         5805.8    (f) COMPUTED    2 2
 FP0624
 FP0624.Superseded values are not recommended for survey control.
 FP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0624.See file dsdata.txt to determine how the superseded data were derived.
 FP0624
 FP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346791(NAD 83)
 FP0624_MARKER: DB = BENCH MARK DISK
 FP0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0624_SP_SET: CONCRETE POST
 FP0624_STAMPING: 84 DOR 1972 5806
 FP0624_MARK LOGO: USGS  
 FP0624_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0624+STABILITY: SURFACE MOTION
 FP0624
 FP0624  HISTORY     - Date     Condition        Report By
 FP0624  HISTORY     - 1972     MONUMENTED       USGS
 FP0624
 FP0624                          STATION DESCRIPTION
 FP0624
 FP0624'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0624'10.1 KM (6.30 MI) SOUTH FROM NAVAJO.
 FP0624'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0624'ROAD TO A T-ROAD SOUTH, THENCE 6.2 MILES SOUTH, 422 FEET SOUTH OF A
 FP0624'CATTLEGUARD, 21 FEET WEST OF THE ROAD, AND 8 FEET SOUTH OF A 1/2-INCH
 FP0624'IRON PIPE.
 FP0624'THE MARK IS 1.0 FT  W FROM  A FENCE
 FP0624'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0431 ***********************************************************************
 GQ0431  DESIGNATION -  84 DOR
 GQ0431  PID         -  GQ0431
 GQ0431  STATE/COUNTY-  AZ/MOHAVE
 GQ0431  USGS QUAD   -  LIZARD POINT (1979)
 GQ0431
 GQ0431                         *CURRENT SURVEY CONTROL
 GQ0431  ___________________________________________________________________
 GQ0431* NAD 83(2007)-  36 58 44.90988(N)    113 33 55.66529(W)     ADJUSTED  
 GQ0431* NAVD 88     -       862.000  (meters)    2828.08   (feet)  POSTED    
 GQ0431  ___________________________________________________________________
 GQ0431  EPOCH DATE  -        2007.00
 GQ0431  X           -  -2,039,784.099 (meters)                     COMP
 GQ0431  Y           -  -4,676,563.320 (meters)                     COMP
 GQ0431  Z           -   3,816,047.949 (meters)                     COMP
 GQ0431  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 GQ0431  ELLIP HEIGHT-         837.423 (meters)          (02/17/09) ADJUSTED
 GQ0431  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 GQ0431  DYNAMIC HT  -         861.120 (meters)    2825.19  (feet)  COMP
 GQ0431  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 GQ0431
 GQ0431  HORZ ORDER  -  A
 GQ0431  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0431  ELLP ORDER  -  FOURTH    CLASS I
 GQ0431
 GQ0431.The horizontal coordinates were established by GPS observations
 GQ0431.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0431
 GQ0431.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0431.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0431.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0431.The epoch date for horizontal control is a decimal equivalence
 GQ0431.of Year/Month/Day.
 GQ0431
 GQ0431.The orthometric height was determined by differential leveling
 GQ0431.and adjusted by the  in 1992.
 GQ0431.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0431.rate of 0.0 thru 1.0 mm/km.
 GQ0431
 GQ0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0431
 GQ0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0431
 GQ0431.The ellipsoidal height was determined by GPS observations
 GQ0431.and is referenced to NAD 83.
 GQ0431
 GQ0431.The geoid height was determined by GEOID03.
 GQ0431
 GQ0431.The dynamic height is computed by dividing the NAVD 88
 GQ0431.geopotential number by the normal gravity value computed on the
 GQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0431.degrees latitude (g = 980.6199 gals.).
 GQ0431
 GQ0431.The modeled gravity was interpolated from observed gravity values.
 GQ0431
 GQ0431;                    North         East     Units Scale Factor Converg.
 GQ0431;SPC AZ W     -   663,193.543   229,789.383   MT  0.99993666   +0 06 39.6
 GQ0431;SPC AZ W     - 2,175,831.83    753,902.18   iFT  0.99993666   +0 06 39.6
 GQ0431;UTM  12      - 4,095,634.803   271,651.616   MT  1.00024240   -1 32 37.9
 GQ0431
 GQ0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0431!SPC AZ W     -   0.99986860  x   0.99993666  =   0.99980527
 GQ0431!UTM  12      -   0.99986860  x   1.00024240  =   1.00011097
 GQ0431
 GQ0431                          SUPERSEDED SURVEY CONTROL
 GQ0431
 GQ0431  NAD 83(2007)-  36 58 44.90944(N)    113 33 55.66532(W) AD(2007.00) 0
 GQ0431  ELLIP H (02/10/07)  837.441  (m)                       GP(2007.00)    
 GQ0431  ELLIP H (11/14/01)  837.449  (m)                       GP(       ) 4 2
 GQ0431  NAD 83(1992)-  36 58 44.90881(N)    113 33 55.66323(W) AD(       ) B
 GQ0431  ELLIP H (04/21/95)  837.541  (m)                       GP(       ) 4 1
 GQ0431  NAVD 88 (04/21/95)  862.00   (m)         2828.1    (f) LEVELING    3  
 GQ0431  NGVD 29 (??/??/92)  861.18   (m)         2825.4    (f) COMPUTED    3 0
 GQ0431
 GQ0431.Superseded values are not recommended for survey control.
 GQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0431.See file dsdata.txt to determine how the superseded data were derived.
 GQ0431
 GQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7165295635(NAD 83)
 GQ0431_MARKER: DD = SURVEY DISK
 GQ0431_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GQ0431+WITH SETTING: INFORMATION.
 GQ0431_SP_SET: COPPER-CLAD STEEL ROD
 GQ0431_STAMPING: 84 DOR 1970 2825
 GQ0431_MARK LOGO: USGS  
 GQ0431_MAGNETIC: I = MARKER IS A STEEL ROD
 GQ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0431+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0431
 GQ0431  HISTORY     - Date     Condition        Report By
 GQ0431  HISTORY     - 1970     MONUMENTED       USGS
 GQ0431  HISTORY     - 19931119 GOOD             NGS
 GQ0431  HISTORY     - 20080910 GOOD             GEOANA
 GQ0431
 GQ0431                          STATION DESCRIPTION
 GQ0431
 GQ0431'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0431'13.4 KM (8.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0431'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0431'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0431'ROAD TO THE ARIZONA STATE LINE, CONTINUE 1.6 MILES SOUTH ALONG MT.
 GQ0431'TRUMBULL ROAD, 190 FEET NORTH OF A T-ROAD SOUTHEAST, 75 FEET
 GQ0431'SOUTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE
 GQ0431'PROJECTING 3-INCHES.
 GQ0431'THE MARK IS 2 FT  NE FROM  A WITNESS POST
 GQ0431
 GQ0431                          STATION RECOVERY (1993)
 GQ0431
 GQ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 GQ0431'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTH-SOUTHEAST OF ST GEORGE,
 GQ0431'UTAH, 2.5 KM (1.55 MI) SOUTH OF THE ARIZONA-UTAH STATE LINE, 5.01 KM
 GQ0431'(3.10 MI) NORTH ALONG THE ROAD FROM A STEEL-TOWER POWER LINE CROSSING,
 GQ0431'ALONG A GRADED ROAD (COUNTY ROAD 5, BLM ROAD 1069), IN A RELATIVELY
 GQ0431'FLAT AREA COVERED WITH LOW BRUSH.  OWNERSHIP--US BUREAU OF LAND
 GQ0431'MANAGEMENT. TO REACH FROM THE OVERPASS AT THE BLOOMINGTON EXIT (EXIT
 GQ0431'4) OF INTERSTATE HIGHWAY 15, JUST SOUTHWEST OF ST GEORGE, GO WEST ON
 GQ0431'THE PAVED ROAD FOR 2.83 KM (1.75 MI) TO A T-ROAD.  TURN RIGHT, SOUTH,
 GQ0431'ON PAVED ROAD FOR 6.11 KM (3.80 MI) TO THE PAVEMENT END AT THE STATE
 GQ0431'LINE.  CONTINUE AHEAD ON ROAD FOR 2.49 KM (1.55 MI) TO THE STATION ON
 GQ0431'THE RIGHT. STATION MARK IS A DISK ATTACHED TO A STEEL ROD PROJECTING 5
 GQ0431'CM ABOVE GROUND, AND SET IN A 18-CM ASBESTOS SLEEVE.  IT IS 22.5 M
 GQ0431'(73.8 FT) WEST OF, AND SLIGHTLY HIGHER THAN THE ROAD CENTER, AND 0.5 M
 GQ0431'(1.6 FT) EAST OF A METAL WITNESS POST. DESCRIBED BY G.R.HEID
 GQ0431
 GQ0431                          STATION RECOVERY (2008)
 GQ0431
 GQ0431'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0431'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1034 ***********************************************************************
 FR1034  DESIGNATION -  84 EMH
 FR1034  PID         -  FR1034
 FR1034  STATE/COUNTY-  AZ/COCONINO
 FR1034  USGS QUAD   -  BLACK TANK (1980)
 FR1034
 FR1034                         *CURRENT SURVEY CONTROL
 FR1034  ___________________________________________________________________
 FR1034* NAD 83(1986)-  35 39 45.     (N)    112 39 51.     (W)     SCALED    
 FR1034* NAVD 88     -      1742.193  (meters)    5715.84   (feet)  POSTED    
 FR1034  ___________________________________________________________________
 FR1034  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FR1034  DYNAMIC HT  -        1739.940 (meters)    5708.45  (feet)  COMP
 FR1034  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 FR1034
 FR1034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1034
 FR1034.The horizontal coordinates were scaled from a topographic map and have
 FR1034.an estimated accuracy of +/- 6 seconds.
 FR1034
 FR1034.The orthometric height was determined by differential leveling
 FR1034.and adjusted by the  in 1992.
 FR1034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1034.rate of 0.0 thru 1.0 mm/km.
 FR1034
 FR1034.The geoid height was determined by GEOID03.
 FR1034
 FR1034.The dynamic height is computed by dividing the NAVD 88
 FR1034.geopotential number by the normal gravity value computed on the
 FR1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1034.degrees latitude (g = 980.6199 gals.).
 FR1034
 FR1034.The modeled gravity was interpolated from observed gravity values.
 FR1034
 FR1034;                    North         East    Units  Estimated Accuracy
 FR1034;SPC AZ C     -   517,330.      145,680.      MT  (+/- 180 meters Scaled)
 FR1034
 FR1034                          SUPERSEDED SURVEY CONTROL
 FR1034
 FR1034  NGVD 29 (??/??/92) 1741.33   (m)         5713.0    (f) COMPUTED    2 2
 FR1034
 FR1034.Superseded values are not recommended for survey control.
 FR1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1034.See file dsdata.txt to determine how the superseded data were derived.
 FR1034
 FR1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE493477(NAD 83)
 FR1034_MARKER: DB = BENCH MARK DISK
 FR1034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1034_SP_SET: COPPER-CLAD STEEL ROD
 FR1034_STAMPING: 84 EMH 1973 5713
 FR1034_MARK LOGO: USGS  
 FR1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1034
 FR1034  HISTORY     - Date     Condition        Report By
 FR1034  HISTORY     - 1973     MONUMENTED       USGS
 FR1034
 FR1034                          STATION DESCRIPTION
 FR1034
 FR1034'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1034'76.6 KM (47.60 MI) NORTH FROM SELIGMAN.
 FR1034'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 2.6 MILES NORTH ALONG A
 FR1034'DIRT ROAD, AT THE BEGINNING OF A CURVE RIGHT, 55 FEET SOUTH AND 30
 FR1034'FEET WEST OF THE JUNCTION OF A TRACK ROAD NORTHWEST.  ROD DEPTH
 FR1034'UNKNOWN.
 FR1034'THE MARK IS ABOVE LEVEL WITH ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0323 ***********************************************************************
 FS0323  DESIGNATION -  841+255
 FS0323  PID         -  FS0323
 FS0323  STATE/COUNTY-  AZ/MOHAVE
 FS0323  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0323
 FS0323                         *CURRENT SURVEY CONTROL
 FS0323  ___________________________________________________________________
 FS0323* NAD 83(1986)-  35 34 00.     (N)    114 22 43.     (W)     SCALED    
 FS0323* NAVD 88     -       860.340  (meters)    2822.63   (feet)  POSTED    
 FS0323  ___________________________________________________________________
 FS0323  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0323  DYNAMIC HT  -         859.370 (meters)    2819.45  (feet)  COMP
 FS0323  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 FS0323
 FS0323  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0323
 FS0323.The horizontal coordinates were scaled from a topographic map and have
 FS0323.an estimated accuracy of +/- 6 seconds.
 FS0323
 FS0323.The orthometric height was determined by differential leveling
 FS0323.and adjusted by the  in 1992.
 FS0323.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0323.rate of 1.1 thru 2.0 mm/km.
 FS0323
 FS0323.The geoid height was determined by GEOID03.
 FS0323
 FS0323.The dynamic height is computed by dividing the NAVD 88
 FS0323.geopotential number by the normal gravity value computed on the
 FS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0323.degrees latitude (g = 980.6199 gals.).
 FS0323
 FS0323.The modeled gravity was interpolated from observed gravity values.
 FS0323
 FS0323;                    North         East    Units  Estimated Accuracy
 FS0323;SPC AZ W     -   506,640.      156,380.      MT  (+/- 180 meters Scaled)
 FS0323
 FS0323                          SUPERSEDED SURVEY CONTROL
 FS0323
 FS0323  NGVD 29 (??/??/92)  859.574  (m)         2820.12   (f) ADJ UNCH    1 1
 FS0323
 FS0323.Superseded values are not recommended for survey control.
 FS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0323.See file dsdata.txt to determine how the superseded data were derived.
 FS0323
 FS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV375390(NAD 83)
 FS0323_MARKER: DD = SURVEY DISK
 FS0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0323_SP_SET: CULVERT
 FS0323_STAMPING: 841+25.5 2820.92 1940
 FS0323_MARK LOGO: AZHD  
 FS0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0323
 FS0323  HISTORY     - Date     Condition        Report By
 FS0323  HISTORY     - 1940     MONUMENTED       AZHD
 FS0323  HISTORY     - 1949     GOOD             NGS
 FS0323  HISTORY     - 1982     GOOD             NGS
 FS0323
 FS0323                          STATION DESCRIPTION
 FS0323
 FS0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0323'13.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0323'13.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0323'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 45 YARDS SOUTHEAST
 FS0323'OF THE CENTER OF THE Y JUNCTION OF A DIRT ROAD LEADING WEST, AT A
 FS0323'TRIPLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0323'APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 14.6 FEET NORTHEAST
 FS0323'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0323'HIGHWAY.
 FS0323
 FS0323                          STATION RECOVERY (1982)
 FS0323
 FS0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0323'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0642 ***********************************************************************
 DA0642  DESIGNATION -  841.9
 DA0642  PID         -  DA0642
 DA0642  STATE/COUNTY-  AZ/MARICOPA
 DA0642  USGS QUAD   -  GILA BEND (1973)
 DA0642
 DA0642                         *CURRENT SURVEY CONTROL
 DA0642  ___________________________________________________________________
 DA0642* NAD 83(1986)-  32 53 51.     (N)    112 41 24.     (W)     SCALED    
 DA0642* NAVD 88     -       257.20   (+/-2cm)     843.8    (feet)  VERTCON   
 DA0642  ___________________________________________________________________
 DA0642  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0642
 DA0642.The horizontal coordinates were scaled from a topographic map and have
 DA0642.an estimated accuracy of +/- 6 seconds.
 DA0642
 DA0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0642.The vertical order pertains to the NGVD 29 superseded value.
 DA0642
 DA0642.The geoid height was determined by GEOID03.
 DA0642
 DA0642;                    North         East    Units  Estimated Accuracy
 DA0642;SPC AZ C     -   210,650.      141,010.      MT  (+/- 180 meters Scaled)
 DA0642
 DA0642                          SUPERSEDED SURVEY CONTROL
 DA0642
 DA0642  NGVD 29 (??/??/92)  256.601  (m)          841.87   (f) ADJ UNCH    2 0
 DA0642
 DA0642.Superseded values are not recommended for survey control.
 DA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0642.See file dsdata.txt to determine how the superseded data were derived.
 DA0642
 DA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB419411(NAD 83)
 DA0642_MARKER: S = SPIKE
 DA0642_SETTING: 0 = UNSPECIFIED SETTING
 DA0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0642
 DA0642  HISTORY     - Date     Condition        Report By
 DA0642  HISTORY     - UNK      MONUMENTED       USGS
 DA0642  HISTORY     - 1951     GOOD             NGS
 DA0642  HISTORY     - 20090206 MARK NOT FOUND   GEOCAC
 DA0642
 DA0642                          STATION DESCRIPTION
 DA0642
 DA0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0642'4.5 MI SE FROM GILA BEND.
 DA0642'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0642'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0642'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0642'SOUTH ALONG A TRACK ROAD, THENCE 0.5 MILE SOUTHEAST ALONG A TRACK
 DA0642'ROAD, A RAILROAD SPIKE IN THE NORTHEAST FACE OF A WOODEN RAILROAD TIE
 DA0642'PROJECTING 6 FEET ABOVE THE GROUND AND SUPPORTING A UNITED STATES
 DA0642'DEPARTMENT OF INTERIOR WARNING SIGN, 7 FEET SOUTH OF THE CENTER LINE
 DA0642'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 DA0642
 DA0642                          STATION RECOVERY (2009)
 DA0642
 DA0642'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0642'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION DID NOT LOCATE ANY
 DA0642'RAILROAD TIE PROJECTING 6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0040 ***********************************************************************
 EU0040  DESIGNATION -  843.35
 EU0040  PID         -  EU0040
 EU0040  STATE/COUNTY-  AZ/MOHAVE
 EU0040  USGS QUAD   -  FRANCONIA (1970)
 EU0040
 EU0040                         *CURRENT SURVEY CONTROL
 EU0040  ___________________________________________________________________
 EU0040* NAD 83(1986)-  34 43 43.     (N)    114 21 23.     (W)     SCALED    
 EU0040* NAVD 88     -       257.65   (+/-2cm)     845.3    (feet)  VERTCON   
 EU0040  ___________________________________________________________________
 EU0040  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EU0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0040
 EU0040.The horizontal coordinates were scaled from a topographic map and have
 EU0040.an estimated accuracy of +/- 6 seconds.
 EU0040
 EU0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0040.The vertical order pertains to the NGVD 29 superseded value.
 EU0040
 EU0040.The geoid height was determined by GEOID03.
 EU0040
 EU0040;                    North         East    Units  Estimated Accuracy
 EU0040;SPC AZ W     -   413,650.      157,830.      MT  (+/- 180 meters Scaled)
 EU0040
 EU0040                          SUPERSEDED SURVEY CONTROL
 EU0040
 EU0040  NGVD 29 (??/??/??)  256.992  (m)          843.15   (f) ADJUSTED    2 0
 EU0040
 EU0040.Superseded values are not recommended for survey control.
 EU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0040.See file dsdata.txt to determine how the superseded data were derived.
 EU0040
 EU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU420461(NAD 83)
 EU0040_MARKER: DD = SURVEY DISK
 EU0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0040_SP_SET: CULVERT
 EU0040_STAMPING: 843.35 397X40 1951
 EU0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0040
 EU0040  HISTORY     - Date     Condition        Report By
 EU0040  HISTORY     - 1951     MONUMENTED       AZHD
 EU0040  HISTORY     - 1961     GOOD             NGS
 EU0040  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0040
 EU0040                          STATION DESCRIPTION
 EU0040
 EU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0040'7.6 MI E FROM TOPOCK.
 EU0040'ABOUT 7.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0040'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0040'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A
 EU0040'40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 18 FEET SOUTH OF
 EU0040'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 0.5 FEET ABOVE
 EU0040'THE LEVEL OF THE HIGHWAY.
 EU0040
 EU0040                          STATION RECOVERY (1981)
 EU0040
 EU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0040'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0322 ***********************************************************************
 FS0322  DESIGNATION -  848+516.6
 FS0322  PID         -  FS0322
 FS0322  STATE/COUNTY-  AZ/MOHAVE
 FS0322  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0322
 FS0322                         *CURRENT SURVEY CONTROL
 FS0322  ___________________________________________________________________
 FS0322* NAD 83(1986)-  35 34 12.     (N)    114 22 51.     (W)     SCALED    
 FS0322* NAVD 88     -       858.666  (meters)    2817.14   (feet)  ADJUSTED  
 FS0322  ___________________________________________________________________
 FS0322  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0322  DYNAMIC HT  -         857.695 (meters)    2813.95  (feet)  COMP
 FS0322  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 FS0322
 FS0322  VERT ORDER  -  FIRST     CLASS I
 FS0322
 FS0322.The horizontal coordinates were scaled from a topographic map and have
 FS0322.an estimated accuracy of +/- 6 seconds.
 FS0322
 FS0322.The orthometric height was determined by differential leveling
 FS0322.and adjusted in June 1991.
 FS0322
 FS0322.The geoid height was determined by GEOID03.
 FS0322
 FS0322.The dynamic height is computed by dividing the NAVD 88
 FS0322.geopotential number by the normal gravity value computed on the
 FS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0322.degrees latitude (g = 980.6199 gals.).
 FS0322
 FS0322.The modeled gravity was interpolated from observed gravity values.
 FS0322
 FS0322;                    North         East    Units  Estimated Accuracy
 FS0322;SPC AZ W     -   507,010.      156,180.      MT  (+/- 180 meters Scaled)
 FS0322
 FS0322                          SUPERSEDED SURVEY CONTROL
 FS0322
 FS0322  NGVD 29 (??/??/92)  857.901  (m)         2814.63   (f) ADJ UNCH    1 1
 FS0322
 FS0322.Superseded values are not recommended for survey control.
 FS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0322.See file dsdata.txt to determine how the superseded data were derived.
 FS0322
 FS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV373394(NAD 83)
 FS0322_MARKER: DD = SURVEY DISK
 FS0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0322_SP_SET: CULVERT
 FS0322_STAMPING: 848+516.6 2815.46 1935
 FS0322_MARK LOGO: AZHD  
 FS0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0322
 FS0322  HISTORY     - Date     Condition        Report By
 FS0322  HISTORY     - 1935     MONUMENTED       AZHD
 FS0322  HISTORY     - 1949     GOOD             NGS
 FS0322  HISTORY     - 1982     GOOD             NGS
 FS0322
 FS0322                          STATION DESCRIPTION
 FS0322
 FS0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0322'13.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0322'13.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0322'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE NORTHWEST OF
 FS0322'THE Y JUNCTION OF A DIRT ROAD LEADING WEST, 0.1 MILE SOUTHEAST OF
 FS0322'MILEPOST 39, AT A TRIPLE 4- BY 10-FOOT CONCRETE BOX CULVERT, IN
 FS0322'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.6
 FS0322'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0322'HIGHER THAN THE HIGHWAY.
 FS0322
 FS0322                          STATION RECOVERY (1982)
 FS0322
 FS0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0656 ***********************************************************************
 ER0656  DESIGNATION -  85 BKC
 ER0656  PID         -  ER0656
 ER0656  STATE/COUNTY-  AZ/APACHE
 ER0656  USGS QUAD   -  VERNON (1971)
 ER0656
 ER0656                         *CURRENT SURVEY CONTROL
 ER0656  ___________________________________________________________________
 ER0656* NAD 83(1986)-  34 16 18.     (N)    109 40 17.     (W)     SCALED    
 ER0656* NAVD 88     -      2056.597  (meters)    6747.35   (feet)  ADJUSTED  
 ER0656  ___________________________________________________________________
 ER0656  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ER0656  DYNAMIC HT  -        2053.491 (meters)    6737.16  (feet)  COMP
 ER0656  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 ER0656
 ER0656  VERT ORDER  -  SECOND    CLASS 0
 ER0656
 ER0656.The horizontal coordinates were scaled from a topographic map and have
 ER0656.an estimated accuracy of +/- 6 seconds.
 ER0656
 ER0656.The orthometric height was determined by differential leveling
 ER0656.and adjusted in June 1991.
 ER0656
 ER0656.The geoid height was determined by GEOID03.
 ER0656
 ER0656.The dynamic height is computed by dividing the NAVD 88
 ER0656.geopotential number by the normal gravity value computed on the
 ER0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0656.degrees latitude (g = 980.6199 gals.).
 ER0656
 ER0656.The modeled gravity was interpolated from observed gravity values.
 ER0656
 ER0656;                    North         East    Units  Estimated Accuracy
 ER0656;SPC AZ E     -   362,900.      258,970.      MT  (+/- 180 meters Scaled)
 ER0656
 ER0656                          SUPERSEDED SURVEY CONTROL
 ER0656
 ER0656.No superseded survey control is available for this station.
 ER0656
 ER0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC223930(NAD 83)
 ER0656_MARKER: DB = BENCH MARK DISK
 ER0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0656_SP_SET: COPPER-CLAD STEEL ROD
 ER0656_STAMPING: 85 BKC 1968 6745
 ER0656_MARK LOGO: USGS  
 ER0656_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0656+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0656
 ER0656  HISTORY     - Date     Condition        Report By
 ER0656  HISTORY     - 1968     MONUMENTED       USGS
 ER0656  HISTORY     - 20050729 GOOD             USPSQD
 ER0656
 ER0656                          STATION DESCRIPTION
 ER0656
 ER0656'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0656'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 1.3 MILES
 ER0656'EAST ALONG U S HIGHWAY 60, 75 FEET NORTH OF THE HIGHWAY, 21 FEET WEST
 ER0656'OF A TELEPHONE POLE NUMBER 25-9J, 1 FOOT SOUTH OF A FENCE, SET ON A
 ER0656'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0656
 ER0656                          STATION RECOVERY (2005)
 ER0656
 ER0656'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0656'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0625 ***********************************************************************
 FP0625  DESIGNATION -  85 DOR
 FP0625  PID         -  FP0625
 FP0625  STATE/COUNTY-  AZ/APACHE
 FP0625  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0625
 FP0625                         *CURRENT SURVEY CONTROL
 FP0625  ___________________________________________________________________
 FP0625* NAD 83(1986)-  35 01 49.     (N)    109 31 26.     (W)     SCALED    
 FP0625* NAVD 88     -      1831.989  (meters)    6010.45   (feet)  ADJUSTED  
 FP0625  ___________________________________________________________________
 FP0625  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 FP0625  DYNAMIC HT  -        1829.388 (meters)    6001.92  (feet)  COMP
 FP0625  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 FP0625
 FP0625  VERT ORDER  -  SECOND    CLASS II
 FP0625
 FP0625.The horizontal coordinates were scaled from a topographic map and have
 FP0625.an estimated accuracy of +/- 6 seconds.
 FP0625
 FP0625.The orthometric height was determined by differential leveling
 FP0625.and adjusted in June 1991.
 FP0625
 FP0625.The geoid height was determined by GEOID03.
 FP0625
 FP0625.The dynamic height is computed by dividing the NAVD 88
 FP0625.geopotential number by the normal gravity value computed on the
 FP0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0625.degrees latitude (g = 980.6199 gals.).
 FP0625
 FP0625.The modeled gravity was interpolated from observed gravity values.
 FP0625
 FP0625;                    North         East    Units  Estimated Accuracy
 FP0625;SPC AZ E     -   447,120.      272,010.      MT  (+/- 180 meters Scaled)
 FP0625
 FP0625                          SUPERSEDED SURVEY CONTROL
 FP0625
 FP0625  NGVD 29 (??/??/92) 1831.01   (m)         6007.2    (f) COMPUTED    2 2
 FP0625
 FP0625.Superseded values are not recommended for survey control.
 FP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0625.See file dsdata.txt to determine how the superseded data were derived.
 FP0625
 FP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346773(NAD 83)
 FP0625_MARKER: DB = BENCH MARK DISK
 FP0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0625_SP_SET: CONCRETE POST
 FP0625_STAMPING: 85 DOR 1972 6007
 FP0625_MARK LOGO: USGS  
 FP0625_PROJECTION: PROJECTING 13 CENTIMETERS
 FP0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0625+STABILITY: SURFACE MOTION
 FP0625
 FP0625  HISTORY     - Date     Condition        Report By
 FP0625  HISTORY     - 1972     MONUMENTED       USGS
 FP0625
 FP0625                          STATION DESCRIPTION
 FP0625
 FP0625'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0625'11.9 KM (7.40 MI) SOUTH FROM NAVAJO.
 FP0625'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0625'ROAD TO A T-ROAD SOUTH, THENCE 7.3 MILES SOUTH TO A T-ROAD WEST, 140
 FP0625'FEET NORTHWEST OF A Y-ROAD JUNCTION, 64 FEET NORTH OF A GATE, 52 FEET
 FP0625'WEST OF THE ROAD AND 1 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0432 ***********************************************************************
 GQ0432  DESIGNATION -  85 DOR
 GQ0432  PID         -  GQ0432
 GQ0432  STATE/COUNTY-  AZ/MOHAVE
 GQ0432  USGS QUAD   -  LIZARD POINT (1979)
 GQ0432
 GQ0432                         *CURRENT SURVEY CONTROL
 GQ0432  ___________________________________________________________________
 GQ0432* NAD 83(1986)-  36 58 00.     (N)    113 33 31.     (W)     SCALED    
 GQ0432* NAVD 88     -       919.531  (meters)    3016.83   (feet)  POSTED    
 GQ0432  ___________________________________________________________________
 GQ0432  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 GQ0432  DYNAMIC HT  -         918.590 (meters)    3013.74  (feet)  COMP
 GQ0432  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 GQ0432
 GQ0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0432
 GQ0432.The horizontal coordinates were scaled from a topographic map and have
 GQ0432.an estimated accuracy of +/- 6 seconds.
 GQ0432
 GQ0432.The orthometric height was determined by differential leveling
 GQ0432.and adjusted by the  in 1992.
 GQ0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0432.rate of 0.0 thru 1.0 mm/km.
 GQ0432
 GQ0432.The geoid height was determined by GEOID03.
 GQ0432
 GQ0432.The dynamic height is computed by dividing the NAVD 88
 GQ0432.geopotential number by the normal gravity value computed on the
 GQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0432.degrees latitude (g = 980.6199 gals.).
 GQ0432
 GQ0432.The modeled gravity was interpolated from observed gravity values.
 GQ0432
 GQ0432;                    North         East    Units  Estimated Accuracy
 GQ0432;SPC AZ W     -   661,810.      230,400.      MT  (+/- 180 meters Scaled)
 GQ0432
 GQ0432                          SUPERSEDED SURVEY CONTROL
 GQ0432
 GQ0432  NGVD 29 (??/??/92)  918.71   (m)         3014.1    (f) COMPUTED    3 0
 GQ0432
 GQ0432.Superseded values are not recommended for survey control.
 GQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0432.See file dsdata.txt to determine how the superseded data were derived.
 GQ0432
 GQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF722942(NAD 83)
 GQ0432_MARKER: DB = BENCH MARK DISK
 GQ0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0432_SP_SET: COPPER-CLAD STEEL ROD
 GQ0432_STAMPING: 85 DOR 1970 3014
 GQ0432_MARK LOGO: USGS  
 GQ0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0432
 GQ0432  HISTORY     - Date     Condition        Report By
 GQ0432  HISTORY     - 1970     MONUMENTED       USGS
 GQ0432
 GQ0432                          STATION DESCRIPTION
 GQ0432
 GQ0432'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0432'15.0 KM (9.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0432'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0432'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0432'ROAD TO THE ARIZONA STATE LINE, CONTINUE 2.6 MILES SOUTH ALONG MT.
 GQ0432'TRUMBULL ROAD TO THE TOP OF A RISE, 0.5 MILES NORTH OF A CATTLEGUARD
 GQ0432', 68 FEET EAST OF THE ROAD, 12 FEET WEST OF A BLADED DRAIN.  ROD
 GQ0432'DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0432'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0432'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1035 ***********************************************************************
 FR1035  DESIGNATION -  85 EMH
 FR1035  PID         -  FR1035
 FR1035  STATE/COUNTY-  AZ/COCONINO
 FR1035  USGS QUAD   -  BLACK TANK (1980)
 FR1035
 FR1035                         *CURRENT SURVEY CONTROL
 FR1035  ___________________________________________________________________
 FR1035* NAD 83(1986)-  35 40 33.     (N)    112 39 50.     (W)     SCALED    
 FR1035* NAVD 88     -      1733.944  (meters)    5688.78   (feet)  POSTED    
 FR1035  ___________________________________________________________________
 FR1035  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FR1035  DYNAMIC HT  -        1731.700 (meters)    5681.42  (feet)  COMP
 FR1035  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 FR1035
 FR1035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1035
 FR1035.The horizontal coordinates were scaled from a topographic map and have
 FR1035.an estimated accuracy of +/- 6 seconds.
 FR1035
 FR1035.The orthometric height was determined by differential leveling
 FR1035.and adjusted by the  in 1992.
 FR1035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1035.rate of 0.0 thru 1.0 mm/km.
 FR1035
 FR1035.The geoid height was determined by GEOID03.
 FR1035
 FR1035.The dynamic height is computed by dividing the NAVD 88
 FR1035.geopotential number by the normal gravity value computed on the
 FR1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1035.degrees latitude (g = 980.6199 gals.).
 FR1035
 FR1035.The modeled gravity was interpolated from observed gravity values.
 FR1035
 FR1035;                    North         East    Units  Estimated Accuracy
 FR1035;SPC AZ C     -   518,810.      145,720.      MT  (+/- 180 meters Scaled)
 FR1035
 FR1035                          SUPERSEDED SURVEY CONTROL
 FR1035
 FR1035  NGVD 29 (??/??/92) 1733.08   (m)         5685.9    (f) COMPUTED    2 2
 FR1035
 FR1035.Superseded values are not recommended for survey control.
 FR1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1035.See file dsdata.txt to determine how the superseded data were derived.
 FR1035
 FR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE494492(NAD 83)
 FR1035_MARKER: DB = BENCH MARK DISK
 FR1035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1035_SP_SET: COPPER-CLAD STEEL ROD
 FR1035_STAMPING: 85 EMH 1973 5686
 FR1035_MARK LOGO: USGS  
 FR1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1035
 FR1035  HISTORY     - Date     Condition        Report By
 FR1035  HISTORY     - 1973     MONUMENTED       USGS
 FR1035
 FR1035                          STATION DESCRIPTION
 FR1035
 FR1035'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1035'77.9 KM (48.40 MI) NORTH FROM SELIGMAN.
 FR1035'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 3.4 MILES NORTH ALONG A
 FR1035'DIRT ROAD, 0.6 MILES SOUTH OF TWO METAL WATER TANKS ON THE EAST SIDE
 FR1035'OF THE ROAD, AT A DIP IN THE ROAD, ABOUT 185 FEET NORTH OF THE BOTTOM
 FR1035'OF A SHORT DESCENT IN THE ROAD, 35 FEET WEST OF THE CENTERLINE OF THE
 FR1035'ROAD.  ROD DEPTH UNKNOWN.
 FR1035'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0911 ***********************************************************************
 DV0911  DESIGNATION -  85 Z
 DV0911  PID         -  DV0911
 DV0911  STATE/COUNTY-  AZ/MARICOPA
 DV0911  USGS QUAD   -  VALENCIA (1982)
 DV0911
 DV0911                         *CURRENT SURVEY CONTROL
 DV0911  ___________________________________________________________________
 DV0911* NAD 83(1986)-  33 25 21.     (N)    112 33 22.     (W)     SCALED    
 DV0911* NAVD 88     -       310.62   (+/-2cm)    1019.1    (feet)  VERTCON   
 DV0911  ___________________________________________________________________
 DV0911  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DV0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0911
 DV0911.The horizontal coordinates were scaled from a topographic map and have
 DV0911.an estimated accuracy of +/- 6 seconds.
 DV0911
 DV0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0911.The vertical order pertains to the NGVD 29 superseded value.
 DV0911
 DV0911.The geoid height was determined by GEOID03.
 DV0911
 DV0911;                    North         East    Units  Estimated Accuracy
 DV0911;SPC AZ C     -   268,790.      153,890.      MT  (+/- 180 meters Scaled)
 DV0911
 DV0911                          SUPERSEDED SURVEY CONTROL
 DV0911
 DV0911  NGVD 29 (??/??/92)  309.982  (m)         1017.00   (f) ADJ UNCH    2 0
 DV0911
 DV0911.Superseded values are not recommended for survey control.
 DV0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0911.See file dsdata.txt to determine how the superseded data were derived.
 DV0911
 DV0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB553992(NAD 83)
 DV0911_MARKER: DD = SURVEY DISK
 DV0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0911_STAMPING: 85 Z 1962
 DV0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0911+STABILITY: SURFACE MOTION
 DV0911
 DV0911  HISTORY     - Date     Condition        Report By
 DV0911  HISTORY     - 1962     MONUMENTED       AZHD
 DV0911
 DV0911                          STATION DESCRIPTION
 DV0911
 DV0911'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV0911'5.7 MI NW FROM BUCKEYE.
 DV0911'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0911'BUCKEYE, THENCE 3.4 MILES NORTH ALONG MILLER ROAD, THENCE 2.1 MILE
 DV0911'EAST ALONG A DIRT ROAD AND AN IRRIGATION DITCH TO THE JUNCTION OF A
 DV0911'DIRT FARM ROAD LEADING SOUTH, AND A TRACK ROAD NORTH, 25 FEET NORTH OF
 DV0911'THE CENTER OF THE IRRIGATION DITCH, 10 FEET EAST OF THE EXTENDED
 DV0911'CENTER OF THE FARM ROAD, 10 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 DV0911'2.4 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV0911'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1270 ***********************************************************************
 DU1270  DESIGNATION -  856 14
 DU1270  PID         -  DU1270
 DU1270  STATE/COUNTY-  AZ/GILA
 DU1270  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1270
 DU1270                         *CURRENT SURVEY CONTROL
 DU1270  ___________________________________________________________________
 DU1270* NAD 83(1986)-  33 31 30.     (N)    110 54 08.     (W)     SCALED    
 DU1270* NAVD 88     -      1054.906  (meters)    3460.97   (feet)  ADJUSTED  
 DU1270  ___________________________________________________________________
 DU1270  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DU1270  DYNAMIC HT  -        1053.490 (meters)    3456.33  (feet)  COMP
 DU1270  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 DU1270
 DU1270  VERT ORDER  -  FIRST     CLASS II
 DU1270
 DU1270.The horizontal coordinates were scaled from a topographic map and have
 DU1270.an estimated accuracy of +/- 6 seconds.
 DU1270
 DU1270.The orthometric height was determined by differential leveling
 DU1270.and adjusted in June 1991.
 DU1270
 DU1270.The geoid height was determined by GEOID03.
 DU1270
 DU1270.The dynamic height is computed by dividing the NAVD 88
 DU1270.geopotential number by the normal gravity value computed on the
 DU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1270.degrees latitude (g = 980.6199 gals.).
 DU1270
 DU1270.The modeled gravity was interpolated from observed gravity values.
 DU1270
 DU1270;                    North         East    Units  Estimated Accuracy
 DU1270;SPC AZ E     -   280,220.      145,040.      MT  (+/- 180 meters Scaled)
 DU1270
 DU1270                          SUPERSEDED SURVEY CONTROL
 DU1270
 DU1270.No superseded survey control is available for this station.
 DU1270
 DU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC090094(NAD 83)
 DU1270_MARKER: DB = BENCH MARK DISK
 DU1270_SETTING: 66 = SET IN ROCK OUTCROP
 DU1270_SP_SET: ROCK OUTCROP
 DU1270_STAMPING: 856-14 P+M 1969
 DU1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1270+STABILITY: POSITION/ELEVATION WELL
 DU1270
 DU1270  HISTORY     - Date     Condition        Report By
 DU1270  HISTORY     - 1969     MONUMENTED       AZHD
 DU1270  HISTORY     - 1979     GOOD             NGS
 DU1270
 DU1270                          STATION DESCRIPTION
 DU1270
 DU1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1270'16.9 MI NORTH FROM GLOBE.
 DU1270'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM
 DU1270'THE GILA COUNTY COURTHOUSE IN GLOBE, THENCE 12.3 MILES NORTH ALONG
 DU1270'STATE HIGHWAY 88 (APACHE TRAIL), 366 FEET WEST OF A HIGHLINE
 DU1270'TOWER, 73 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 39.5 FEET
 DU1270'NORTH OF A FENCE.
 DU1270'THE MARK IS 3.8 FT  NE FROM A WITNESS POST.
 DU1270'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0020 ***********************************************************************
 CZ0020  DESIGNATION -  859+47
 CZ0020  PID         -  CZ0020
 CZ0020  STATE/COUNTY-  AZ/COCHISE
 CZ0020  USGS QUAD   -  DRAGOON (1995)
 CZ0020
 CZ0020                         *CURRENT SURVEY CONTROL
 CZ0020  ___________________________________________________________________
 CZ0020* NAD 83(1986)-  32 04 32.     (N)    110 03 42.     (W)     SCALED    
 CZ0020* NAVD 88     -      1467.477  (meters)    4814.55   (feet)  ADJUSTED  
 CZ0020  ___________________________________________________________________
 CZ0020  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CZ0020  DYNAMIC HT  -        1465.215 (meters)    4807.13  (feet)  COMP
 CZ0020  MODELED GRAV-     979,046.3   (mgal)                       NAVD 88
 CZ0020
 CZ0020  VERT ORDER  -  FIRST     CLASS II
 CZ0020
 CZ0020.The horizontal coordinates were scaled from a topographic map and have
 CZ0020.an estimated accuracy of +/- 6 seconds.
 CZ0020
 CZ0020.The orthometric height was determined by differential leveling
 CZ0020.and adjusted in June 1991.
 CZ0020
 CZ0020.The geoid height was determined by GEOID03.
 CZ0020
 CZ0020.The dynamic height is computed by dividing the NAVD 88
 CZ0020.geopotential number by the normal gravity value computed on the
 CZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0020.degrees latitude (g = 980.6199 gals.).
 CZ0020
 CZ0020.The modeled gravity was interpolated from observed gravity values.
 CZ0020
 CZ0020;                    North         East    Units  Estimated Accuracy
 CZ0020;SPC AZ E     -   119,250.      223,270.      MT  (+/- 180 meters Scaled)
 CZ0020
 CZ0020                          SUPERSEDED SURVEY CONTROL
 CZ0020
 CZ0020  NGVD 29 (??/??/92) 1466.582  (m)         4811.61   (f) ADJ UNCH    1 2
 CZ0020
 CZ0020.Superseded values are not recommended for survey control.
 CZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0020.See file dsdata.txt to determine how the superseded data were derived.
 CZ0020
 CZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA885491(NAD 83)
 CZ0020_MARKER: DD = SURVEY DISK
 CZ0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0020_SP_SET: BRIDGE
 CZ0020_STAMPING: 859+47 4812.46
 CZ0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0020
 CZ0020  HISTORY     - Date     Condition        Report By
 CZ0020  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0020  HISTORY     - 1960     GOOD             NGS
 CZ0020  HISTORY     - 1979     GOOD             NGS
 CZ0020
 CZ0020                          STATION DESCRIPTION
 CZ0020
 CZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0020'17.25 MI E FROM BENSON.
 CZ0020'17.25 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0020'HIGHWAY 86, ABOUT 0.75 MILE WEST OF JOHNSON OVERPASS, 31 FEET
 CZ0020'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE OF THE
 CZ0020'HIGHWAY, CEMENTED IN THE CENTER OF THE NORTHWEST HEADWALL OF A
 CZ0020'CONCRETE BRIDGE, ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 CZ0020
 CZ0020                          STATION RECOVERY (1979)
 CZ0020
 CZ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0020'28.2 KILOMETERS (17.55 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0020'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0020'OF THE NORTHWEST HEADWALL FOR A DOUBLE BOX CULVERT FOR THE HIGHWAY,
 CZ0020'0.2 KILOMETER (0.1 MILE) SOUTHWEST OF MILE POST 322 AND 9.3 METERS
 CZ0020'(30.7 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CZ0020'LANE.
 CZ0020'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0657 ***********************************************************************
 ER0657  DESIGNATION -  86 BKC
 ER0657  PID         -  ER0657
 ER0657  STATE/COUNTY-  AZ/APACHE
 ER0657  USGS QUAD   -  VERNON (1971)
 ER0657
 ER0657                         *CURRENT SURVEY CONTROL
 ER0657  ___________________________________________________________________
 ER0657* NAD 83(1986)-  34 16 19.     (N)    109 41 20.     (W)     SCALED    
 ER0657* NAVD 88     -      2092.493  (meters)    6865.12   (feet)  ADJUSTED  
 ER0657  ___________________________________________________________________
 ER0657  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ER0657  DYNAMIC HT  -        2089.338 (meters)    6854.77  (feet)  COMP
 ER0657  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 ER0657
 ER0657  VERT ORDER  -  SECOND    CLASS 0
 ER0657
 ER0657.The horizontal coordinates were scaled from a topographic map and have
 ER0657.an estimated accuracy of +/- 6 seconds.
 ER0657
 ER0657.The orthometric height was determined by differential leveling
 ER0657.and adjusted in June 1991.
 ER0657
 ER0657.The geoid height was determined by GEOID03.
 ER0657
 ER0657.The dynamic height is computed by dividing the NAVD 88
 ER0657.geopotential number by the normal gravity value computed on the
 ER0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0657.degrees latitude (g = 980.6199 gals.).
 ER0657
 ER0657.The modeled gravity was interpolated from observed gravity values.
 ER0657
 ER0657;                    North         East    Units  Estimated Accuracy
 ER0657;SPC AZ E     -   362,920.      257,350.      MT  (+/- 180 meters Scaled)
 ER0657
 ER0657                          SUPERSEDED SURVEY CONTROL
 ER0657
 ER0657.No superseded survey control is available for this station.
 ER0657
 ER0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC206930(NAD 83)
 ER0657_MARKER: DB = BENCH MARK DISK
 ER0657_SETTING: 66 = SET IN ROCK OUTCROP
 ER0657_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0657_STAMPING: 86 BKC 1968 6862
 ER0657_MARK LOGO: USGS  
 ER0657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0657+STABILITY: POSITION/ELEVATION WELL
 ER0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0657+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0657
 ER0657  HISTORY     - Date     Condition        Report By
 ER0657  HISTORY     - 1968     MONUMENTED       USGS
 ER0657  HISTORY     - 20050729 GOOD             USPSQD
 ER0657
 ER0657                          STATION DESCRIPTION
 ER0657
 ER0657'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0657'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 0.3 MILES
 ER0657'EAST ALONG U S HIGHWAY 60, 73 FEET SOUTH OF THE HIGHWAY, 16 FEET WEST
 ER0657'OF A POWER POLE, 1.5 FEET NORTH OF A FENCE, SET IN A ROCK OUTCROP.
 ER0657
 ER0657                          STATION RECOVERY (2005)
 ER0657
 ER0657'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0657'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0626 ***********************************************************************
 FP0626  DESIGNATION -  86 DOR
 FP0626  PID         -  FP0626
 FP0626  STATE/COUNTY-  AZ/APACHE
 FP0626  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0626
 FP0626                         *CURRENT SURVEY CONTROL
 FP0626  ___________________________________________________________________
 FP0626* NAD 83(1986)-  35 00 54.     (N)    109 31 26.     (W)     SCALED    
 FP0626* NAVD 88     -      1855.779  (meters)    6088.50   (feet)  ADJUSTED  
 FP0626  ___________________________________________________________________
 FP0626  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FP0626  DYNAMIC HT  -        1853.141 (meters)    6079.85  (feet)  COMP
 FP0626  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 FP0626
 FP0626  VERT ORDER  -  SECOND    CLASS II
 FP0626
 FP0626.The horizontal coordinates were scaled from a topographic map and have
 FP0626.an estimated accuracy of +/- 6 seconds.
 FP0626
 FP0626.The orthometric height was determined by differential leveling
 FP0626.and adjusted in June 1991.
 FP0626
 FP0626.The geoid height was determined by GEOID03.
 FP0626
 FP0626.The dynamic height is computed by dividing the NAVD 88
 FP0626.geopotential number by the normal gravity value computed on the
 FP0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0626.degrees latitude (g = 980.6199 gals.).
 FP0626
 FP0626.The modeled gravity was interpolated from observed gravity values.
 FP0626
 FP0626;                    North         East    Units  Estimated Accuracy
 FP0626;SPC AZ E     -   445,430.      272,020.      MT  (+/- 180 meters Scaled)
 FP0626
 FP0626                          SUPERSEDED SURVEY CONTROL
 FP0626
 FP0626.No superseded survey control is available for this station.
 FP0626
 FP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346757(NAD 83)
 FP0626_MARKER: DB = BENCH MARK DISK
 FP0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0626_SP_SET: CONCRETE POST
 FP0626_STAMPING: 86 DOR 1972 6085
 FP0626_MARK LOGO: USGS  
 FP0626_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0626+STABILITY: SURFACE MOTION
 FP0626
 FP0626  HISTORY     - Date     Condition        Report By
 FP0626  HISTORY     - 1972     MONUMENTED       USGS
 FP0626
 FP0626                          STATION DESCRIPTION
 FP0626
 FP0626'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0626'13.5 KM (8.40 MI) SOUTH FROM NAVAJO.
 FP0626'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0626'ROAD TO A T-ROAD SOUTH, THENCE 8.3 MILES SOUTH, 370 FEET NORTH OF THE
 FP0626'TOP OF A SLIGHT RISE, 25 FEET WEST OF THE ROAD, AND 1 FOOT EAST OF A
 FP0626'FENCE.
 FP0626'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0433 ***********************************************************************
 GQ0433  DESIGNATION -  86 DOR
 GQ0433  PID         -  GQ0433
 GQ0433  STATE/COUNTY-  AZ/MOHAVE
 GQ0433  USGS QUAD   -  LIZARD POINT (1979)
 GQ0433
 GQ0433                         *CURRENT SURVEY CONTROL
 GQ0433  ___________________________________________________________________
 GQ0433* NAD 83(1986)-  36 57 12.     (N)    113 33 19.     (W)     SCALED    
 GQ0433* NAVD 88     -       935.793  (meters)    3070.18   (feet)  POSTED    
 GQ0433  ___________________________________________________________________
 GQ0433  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 GQ0433  DYNAMIC HT  -         934.830 (meters)    3067.02  (feet)  COMP
 GQ0433  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 GQ0433
 GQ0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0433
 GQ0433.The horizontal coordinates were scaled from a topographic map and have
 GQ0433.an estimated accuracy of +/- 6 seconds.
 GQ0433
 GQ0433.The orthometric height was determined by differential leveling
 GQ0433.and adjusted by the  in 1992.
 GQ0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0433.rate of 0.0 thru 1.0 mm/km.
 GQ0433
 GQ0433.The geoid height was determined by GEOID03.
 GQ0433
 GQ0433.The dynamic height is computed by dividing the NAVD 88
 GQ0433.geopotential number by the normal gravity value computed on the
 GQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0433.degrees latitude (g = 980.6199 gals.).
 GQ0433
 GQ0433.The modeled gravity was interpolated from observed gravity values.
 GQ0433
 GQ0433;                    North         East    Units  Estimated Accuracy
 GQ0433;SPC AZ W     -   660,330.      230,700.      MT  (+/- 180 meters Scaled)
 GQ0433
 GQ0433                          SUPERSEDED SURVEY CONTROL
 GQ0433
 GQ0433  NGVD 29 (??/??/92)  934.96   (m)         3067.4    (f) COMPUTED    3 0
 GQ0433
 GQ0433.Superseded values are not recommended for survey control.
 GQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0433.See file dsdata.txt to determine how the superseded data were derived.
 GQ0433
 GQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724927(NAD 83)
 GQ0433_MARKER: DB = BENCH MARK DISK
 GQ0433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0433_SP_SET: COPPER-CLAD STEEL ROD
 GQ0433_STAMPING: 86 DOR 1970 3067
 GQ0433_MARK LOGO: USGS  
 GQ0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0433
 GQ0433  HISTORY     - Date     Condition        Report By
 GQ0433  HISTORY     - 1970     MONUMENTED       USGS
 GQ0433
 GQ0433                          STATION DESCRIPTION
 GQ0433
 GQ0433'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0433'16.7 KM (10.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0433'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0433'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0433'ROAD TO THE ARIZONA STATE LINE, CONTINUE 3.7 MILES SOUTH ALONG MT.
 GQ0433'TRUMBULL ROAD, 0.5 MILES SOUTHWEST OF A CATTLEGUARD, 0.1 MILE OF A
 GQ0433'SOUTHEAST FENCE, 68 FEET NORTHWEST OF THE ROAD.  ROD DEPTH UNKNOWN,
 GQ0433'ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0433'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 GQ0433'THE MARK IS 7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1036 ***********************************************************************
 FR1036  DESIGNATION -  86 EMH
 FR1036  PID         -  FR1036
 FR1036  STATE/COUNTY-  AZ/COCONINO
 FR1036  USGS QUAD   -  BLACK TANK (1980)
 FR1036
 FR1036                         *CURRENT SURVEY CONTROL
 FR1036  ___________________________________________________________________
 FR1036* NAD 83(1986)-  35 41 25.     (N)    112 39 57.     (W)     SCALED    
 FR1036* NAVD 88     -      1724.583  (meters)    5658.07   (feet)  POSTED    
 FR1036  ___________________________________________________________________
 FR1036  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FR1036  DYNAMIC HT  -        1722.350 (meters)    5650.74  (feet)  COMP
 FR1036  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 FR1036
 FR1036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1036
 FR1036.The horizontal coordinates were scaled from a topographic map and have
 FR1036.an estimated accuracy of +/- 6 seconds.
 FR1036
 FR1036.The orthometric height was determined by differential leveling
 FR1036.and adjusted by the  in 1992.
 FR1036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1036.rate of 0.0 thru 1.0 mm/km.
 FR1036
 FR1036.The geoid height was determined by GEOID03.
 FR1036
 FR1036.The dynamic height is computed by dividing the NAVD 88
 FR1036.geopotential number by the normal gravity value computed on the
 FR1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1036.degrees latitude (g = 980.6199 gals.).
 FR1036
 FR1036.The modeled gravity was interpolated from observed gravity values.
 FR1036
 FR1036;                    North         East    Units  Estimated Accuracy
 FR1036;SPC AZ C     -   520,410.      145,560.      MT  (+/- 180 meters Scaled)
 FR1036
 FR1036                          SUPERSEDED SURVEY CONTROL
 FR1036
 FR1036  NGVD 29 (??/??/92) 1723.72   (m)         5655.2    (f) COMPUTED    2 2
 FR1036
 FR1036.Superseded values are not recommended for survey control.
 FR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1036.See file dsdata.txt to determine how the superseded data were derived.
 FR1036
 FR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE492508(NAD 83)
 FR1036_MARKER: DB = BENCH MARK DISK
 FR1036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR1036_SP_SET: COPPER-CLAD STEEL ROD
 FR1036_STAMPING: 86 EMH 1973 5655
 FR1036_MARK LOGO: USGS  
 FR1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR1036
 FR1036  HISTORY     - Date     Condition        Report By
 FR1036  HISTORY     - 1973     MONUMENTED       USGS
 FR1036
 FR1036                          STATION DESCRIPTION
 FR1036
 FR1036'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1036'79.5 KM (49.40 MI) NORTH FROM SELIGMAN.
 FR1036'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 4.4 MILES NORTH ALONG A
 FR1036'DIRT ROAD, 0.4 MILES NORTH OF TWO METAL WATER TANKS ON THE EAST SIDE
 FR1036'OF THE ROAD, 138 FEET NORTH OF A DRAIN CROSSING, 34 FEET WEST OF THE
 FR1036'CENTERLINE OF THE ROAD.  ROD DEPTH UNKNOWN.
 FR1036'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0567 ***********************************************************************
 DA0567  DESIGNATION -  86 GWM
 DA0567  PID         -  DA0567
 DA0567  STATE/COUNTY-  AZ/MARICOPA
 DA0567  USGS QUAD   -  THEBA (1973)
 DA0567
 DA0567                         *CURRENT SURVEY CONTROL
 DA0567  ___________________________________________________________________
 DA0567* NAD 83(1986)-  32 54 38.     (N)    112 57 34.     (W)     SCALED    
 DA0567* NAVD 88     -       220.085  (meters)     722.06   (feet)  ADJUSTED  
 DA0567  ___________________________________________________________________
 DA0567  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0567  DYNAMIC HT  -         219.831 (meters)     721.23  (feet)  COMP
 DA0567  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DA0567
 DA0567  VERT ORDER  -  FIRST     CLASS II
 DA0567
 DA0567.The horizontal coordinates were scaled from a topographic map and have
 DA0567.an estimated accuracy of +/- 6 seconds.
 DA0567
 DA0567.The orthometric height was determined by differential leveling
 DA0567.and adjusted in June 1991.
 DA0567
 DA0567.The geoid height was determined by GEOID03.
 DA0567
 DA0567.The dynamic height is computed by dividing the NAVD 88
 DA0567.geopotential number by the normal gravity value computed on the
 DA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0567.degrees latitude (g = 980.6199 gals.).
 DA0567
 DA0567.The modeled gravity was interpolated from observed gravity values.
 DA0567
 DA0567;                    North         East    Units  Estimated Accuracy
 DA0567;SPC AZ C     -   212,320.      115,820.      MT  (+/- 180 meters Scaled)
 DA0567
 DA0567                          SUPERSEDED SURVEY CONTROL
 DA0567
 DA0567  NGVD 29 (??/??/92)  219.518  (m)          720.20   (f) ADJ UNCH    1 2
 DA0567
 DA0567.Superseded values are not recommended for survey control.
 DA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0567.See file dsdata.txt to determine how the superseded data were derived.
 DA0567
 DA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB167430(NAD 83)
 DA0567_MARKER: DD = SURVEY DISK
 DA0567_SETTING: 0 = UNSPECIFIED SETTING
 DA0567_STAMPING: 720 FT 86 GWM 1948
 DA0567_MARK LOGO: USGS  
 DA0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0567+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0567
 DA0567  HISTORY     - Date     Condition        Report By
 DA0567  HISTORY     - 1948     MONUMENTED       USGS
 DA0567  HISTORY     - 1952     GOOD             NGS
 DA0567  HISTORY     - 1980     GOOD             NGS
 DA0567  HISTORY     - 1980     GOOD             NGS
 DA0567  HISTORY     - 20060128 GOOD             USPSQD
 DA0567  HISTORY     - 20060128 GOOD             USPSQD
 DA0567  HISTORY     - 20070626 GOOD             GEOCAC
 DA0567
 DA0567                          STATION DESCRIPTION
 DA0567
 DA0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0567'14.5 MI W FROM GILA BEND.
 DA0567'14.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0567'WATER TANK AT GILA BEND, 0.2 MILE WEST OF A CATTLE GUARD, 82.2 FEET
 DA0567'SOUTHWEST OF A T JUNCTION OF THE HIGHWAY AND GRAVEL ROAD LEADING
 DA0567'NORTH, 54 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80,
 DA0567'93.3 FEET NORTH OF THE NORTH RAIL, 5.4 FEET SOUTH OF THE RAILROAD
 DA0567'PROPERTY LINE POST USED AS A WITNESS POST.
 DA0567
 DA0567                          STATION RECOVERY (1980)
 DA0567
 DA0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0567'23.25 KM (14.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0567'THE MARTIN AVENUE CROSSING IN GILA BEND, AT THE T JUNCTION OF PAINTED
 DA0567'ROCK ROAD AND THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 28.3 METERS
 DA0567'(93.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 28.5 METERS (93.5 FT)
 DA0567'SOUTHWEST OF THE CENTERLINE OF PAINTED ROCK ROAD, 16.2 METERS (53.0
 DA0567'FT) SOUTHEAST OF THE CENTERLINE OF THE OFF-RAMP ON INTERSTATE HIGHWAY
 DA0567'8, 7.6 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 DA0567'ROAD, 1.5 METERS (5.0 FT) NORTHWEST OF A HIGHWAY -DEAD END- SIGN,
 DA0567'0.9 METER (3.0 FT) SOUTHWEST OF A WIRE FENCE, 0.6 METER (2.0 FT)
 DA0567'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE FOR THE INTERSTATE.
 DA0567'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0567'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0567
 DA0567                          STATION RECOVERY (1980)
 DA0567
 DA0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0567'23.25 KM (14.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0567'THE MARTIN AVENUE CROSSING IN GILA BEND, AT THE T JUNCTION OF PAINTED
 DA0567'ROCK ROAD AND THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 28.3 METERS
 DA0567'(93.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 28.5 METERS (93.5 FT)
 DA0567'SOUTHWEST OF THE CENTERLINE OF PAINTED ROCK ROAD, 16.2 METERS (53.0
 DA0567'FT) SOUTHEAST OF THE CENTERLINE OF THE OFF-RAMP ON INTERSTATE HIGHWAY
 DA0567'8, 7.6 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 DA0567'ROAD, 1.5 METERS (5.0 FT) NORTHWEST OF A HIGHWAY -DEAD END- SIGN,
 DA0567'0.9 METER (3.0 FT) SOUTHWEST OF A WIRE FENCE, 0.6 METER (2.0 FT)
 DA0567'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE FOR THE INTERSTATE.
 DA0567'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0567'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0567
 DA0567                          STATION RECOVERY (2006)
 DA0567
 DA0567'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0567'RECOVERED AS DESCRIBED.
 DA0567
 DA0567                          STATION RECOVERY (2006)
 DA0567
 DA0567'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0567'RECOVERED AS DESCRIBED.
 DA0567
 DA0567                          STATION RECOVERY (2007)
 DA0567
 DA0567'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0133 ***********************************************************************
 CZ0133  DESIGNATION -  86+00
 CZ0133  PID         -  CZ0133
 CZ0133  STATE/COUNTY-  AZ/PIMA
 CZ0133  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0133
 CZ0133                         *CURRENT SURVEY CONTROL
 CZ0133  ___________________________________________________________________
 CZ0133* NAD 83(1986)-  32 15 52.     (N)    110 58 42.     (W)     SCALED    
 CZ0133* NAVD 88     -       709.64   (+/-2cm)    2328.2    (feet)  VERTCON   
 CZ0133  ___________________________________________________________________
 CZ0133  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0133  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0133
 CZ0133.The horizontal coordinates were scaled from a topographic map and have
 CZ0133.an estimated accuracy of +/- 6 seconds.
 CZ0133
 CZ0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0133.The vertical order pertains to the NGVD 29 superseded value.
 CZ0133
 CZ0133.The geoid height was determined by GEOID03.
 CZ0133
 CZ0133;                    North         East    Units  Estimated Accuracy
 CZ0133;SPC AZ C     -   140,580.      301,760.      MT  (+/- 180 meters Scaled)
 CZ0133
 CZ0133                          SUPERSEDED SURVEY CONTROL
 CZ0133
 CZ0133  NGVD 29 (??/??/92)  708.977  (m)         2326.04   (f) ADJ UNCH    1 2
 CZ0133
 CZ0133.Superseded values are not recommended for survey control.
 CZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0133.See file dsdata.txt to determine how the superseded data were derived.
 CZ0133
 CZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020697(NAD 83)
 CZ0133_MARKER: DD = SURVEY DISK
 CZ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0133_STAMPING: 2326.32 1949 86+00
 CZ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0133+STABILITY: SURFACE MOTION
 CZ0133
 CZ0133  HISTORY     - Date     Condition        Report By
 CZ0133  HISTORY     - 1949     MONUMENTED       AZHD
 CZ0133  HISTORY     - 1951     GOOD             NGS
 CZ0133  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0133
 CZ0133                          STATION DESCRIPTION
 CZ0133
 CZ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0133'3.2 MI N FROM TUCSON.
 CZ0133'3.2 MILES NORTH ALONG HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL BANK
 CZ0133'AT TUCSON, 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 84, AT THE
 CZ0133'EAST EDGE OF THE EVERGREEN MASONIC CEMETERY, 52 FEET NORTH OF THE
 CZ0133'CENTER OF THE SOUTHERNMOST EAST ENTRANCE TO THE CEMETERY, 49 FEET WEST
 CZ0133'OF THE CENTERLINE OF THE 4 LANE HIGHWAY, 6.3 FEET EAST OF A FENCE, 4
 CZ0133'1/2 FEET NORTH OF THE CENTERLINE OF THE PROLONGATION OF DELANO ROAD
 CZ0133'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY, IN THE TOP OF A CONCRETE POST
 CZ0133'PROJECTING 0.4 FOOT.
 CZ0133
 CZ0133                          STATION RECOVERY (1975)
 CZ0133
 CZ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0321 ***********************************************************************
 FS0321  DESIGNATION -  860+00
 FS0321  PID         -  FS0321
 FS0321  STATE/COUNTY-  AZ/MOHAVE
 FS0321  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0321
 FS0321                         *CURRENT SURVEY CONTROL
 FS0321  ___________________________________________________________________
 FS0321* NAD 83(1986)-  35 34 16.     (N)    114 22 57.     (W)     SCALED    
 FS0321* NAVD 88     -       854.544  (meters)    2803.62   (feet)  POSTED    
 FS0321  ___________________________________________________________________
 FS0321  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0321  DYNAMIC HT  -         853.580 (meters)    2800.45  (feet)  COMP
 FS0321  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 FS0321
 FS0321  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0321
 FS0321.The horizontal coordinates were scaled from a topographic map and have
 FS0321.an estimated accuracy of +/- 6 seconds.
 FS0321
 FS0321.The orthometric height was determined by differential leveling
 FS0321.and adjusted by the  in 1992.
 FS0321.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0321.rate of 2.1 thru 3.0 mm/km.
 FS0321
 FS0321.The geoid height was determined by GEOID03.
 FS0321
 FS0321.The dynamic height is computed by dividing the NAVD 88
 FS0321.geopotential number by the normal gravity value computed on the
 FS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0321.degrees latitude (g = 980.6199 gals.).
 FS0321
 FS0321.The modeled gravity was interpolated from observed gravity values.
 FS0321
 FS0321;                    North         East    Units  Estimated Accuracy
 FS0321;SPC AZ W     -   507,130.      156,030.      MT  (+/- 180 meters Scaled)
 FS0321
 FS0321                          SUPERSEDED SURVEY CONTROL
 FS0321
 FS0321  NGVD 29 (??/??/92)  853.780  (m)         2801.11   (f) ADJ UNCH    1 1
 FS0321
 FS0321.Superseded values are not recommended for survey control.
 FS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0321.See file dsdata.txt to determine how the superseded data were derived.
 FS0321
 FS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV372395(NAD 83)
 FS0321_MARKER: DD = SURVEY DISK
 FS0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0321_SP_SET: CULVERT
 FS0321_STAMPING: 2801.95 860+00 1935
 FS0321_MARK LOGO: AZHD  
 FS0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0321
 FS0321  HISTORY     - Date     Condition        Report By
 FS0321  HISTORY     - 1935     MONUMENTED       AZHD
 FS0321  HISTORY     - 1949     GOOD             NGS
 FS0321  HISTORY     - 1982     GOOD             NGS
 FS0321
 FS0321                          STATION DESCRIPTION
 FS0321
 FS0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0321'14 MI NW FROM GRASSHOPPER JUNCTION.
 FS0321'14.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0321'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0321'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0321'SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST OF THE CENTER
 FS0321'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0321
 FS0321                          STATION RECOVERY (1982)
 FS0321
 FS0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0321'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0139 ***********************************************************************
 DB0139  DESIGNATION -  861+44.09
 DB0139  PID         -  DB0139
 DB0139  STATE/COUNTY-  AZ/YUMA
 DB0139  USGS QUAD   -  LIGURTA (1965)
 DB0139
 DB0139                         *CURRENT SURVEY CONTROL
 DB0139  ___________________________________________________________________
 DB0139* NAD 83(1986)-  32 40 04.     (N)    114 15 14.     (W)     SCALED    
 DB0139* NAVD 88     -        70.45   (+/-2cm)     231.1    (feet)  VERTCON   
 DB0139  ___________________________________________________________________
 DB0139  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DB0139  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0139
 DB0139.The horizontal coordinates were scaled from a topographic map and have
 DB0139.an estimated accuracy of +/- 6 seconds.
 DB0139
 DB0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0139.The vertical order pertains to the NGVD 29 superseded value.
 DB0139
 DB0139.The geoid height was determined by GEOID03.
 DB0139
 DB0139;                    North         East    Units  Estimated Accuracy
 DB0139;SPC AZ W     -   185,030.      166,100.      MT  (+/- 180 meters Scaled)
 DB0139
 DB0139                          SUPERSEDED SURVEY CONTROL
 DB0139
 DB0139  NGVD 29 (??/??/??)   69.806  (m)          229.02   (f) ADJUSTED    1 2
 DB0139
 DB0139.Superseded values are not recommended for survey control.
 DB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0139.See file dsdata.txt to determine how the superseded data were derived.
 DB0139
 DB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS575177(NAD 83)
 DB0139_MARKER: DD = SURVEY DISK
 DB0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0139_SP_SET: BRIDGE
 DB0139_STAMPING: 861+44.09 1949
 DB0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0139+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0139
 DB0139  HISTORY     - Date     Condition        Report By
 DB0139  HISTORY     - 1949     MONUMENTED       AZHD
 DB0139  HISTORY     - 1960     GOOD             NGS
 DB0139  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0139  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0139  HISTORY     - 20090207 POOR             GEOCAC
 DB0139  HISTORY     - 20090207 GOOD             GEOCAC
 DB0139
 DB0139                          STATION DESCRIPTION
 DB0139
 DB0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0139'3.2 MI E FROM LIGURTA.
 DB0139'3.2 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 19 FEET SOUTH
 DB0139'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE WEST END OF
 DB0139'A BRIDGE, SET IN THE CONCRETE WALK WAY OF A BRIDGE ABOUT 1 FOOT
 DB0139'HIGHER THAN THE HIGHWAY.
 DB0139
 DB0139                          STATION RECOVERY (1981)
 DB0139
 DB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0139'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DB0139
 DB0139                          STATION RECOVERY (1981)
 DB0139
 DB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0139'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DB0139
 DB0139                          STATION RECOVERY (2009)
 DB0139
 DB0139'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0139'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0139'OF N 32 40 04.8 W
 DB0139'114 15 13.7.
 DB0139
 DB0139                          STATION RECOVERY (2009)
 DB0139
 DB0139'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0139'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0139'OF N 32 40 04.8 W
 DB0139'114 15 13.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0021 ***********************************************************************
 CZ0021  DESIGNATION -  869+
 CZ0021  PID         -  CZ0021
 CZ0021  STATE/COUNTY-  AZ/COCHISE
 CZ0021  USGS QUAD   -  DRAGOON (1995)
 CZ0021
 CZ0021                         *CURRENT SURVEY CONTROL
 CZ0021  ___________________________________________________________________
 CZ0021* NAD 83(1986)-  32 04 38.     (N)    110 03 35.     (W)     SCALED    
 CZ0021* NAVD 88     -      1465.185  (meters)    4807.03   (feet)  ADJUSTED  
 CZ0021  ___________________________________________________________________
 CZ0021  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CZ0021  DYNAMIC HT  -        1462.928 (meters)    4799.62  (feet)  COMP
 CZ0021  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 CZ0021
 CZ0021  VERT ORDER  -  FIRST     CLASS II
 CZ0021
 CZ0021.The horizontal coordinates were scaled from a topographic map and have
 CZ0021.an estimated accuracy of +/- 6 seconds.
 CZ0021
 CZ0021.The orthometric height was determined by differential leveling
 CZ0021.and adjusted in June 1991.
 CZ0021
 CZ0021.The geoid height was determined by GEOID03.
 CZ0021
 CZ0021.The dynamic height is computed by dividing the NAVD 88
 CZ0021.geopotential number by the normal gravity value computed on the
 CZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0021.degrees latitude (g = 980.6199 gals.).
 CZ0021
 CZ0021.The modeled gravity was interpolated from observed gravity values.
 CZ0021
 CZ0021;                    North         East    Units  Estimated Accuracy
 CZ0021;SPC AZ E     -   119,430.      223,460.      MT  (+/- 180 meters Scaled)
 CZ0021
 CZ0021                          SUPERSEDED SURVEY CONTROL
 CZ0021
 CZ0021  NGVD 29 (??/??/92) 1464.290  (m)         4804.09   (f) ADJ UNCH    1 2
 CZ0021
 CZ0021.Superseded values are not recommended for survey control.
 CZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0021.See file dsdata.txt to determine how the superseded data were derived.
 CZ0021
 CZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA887493(NAD 83)
 CZ0021_MARKER: DD = SURVEY DISK
 CZ0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0021_SP_SET: HEADWALL
 CZ0021_STAMPING: 869+4804.92 1958
 CZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0021
 CZ0021  HISTORY     - Date     Condition        Report By
 CZ0021  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0021  HISTORY     - 1960     GOOD             NGS
 CZ0021  HISTORY     - 1979     GOOD             NGS
 CZ0021
 CZ0021                          STATION DESCRIPTION
 CZ0021
 CZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0021'17.4 MI E FROM BENSON.
 CZ0021'17.4 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0021'HIGHWAY 86, ABOUT 0.5 MILE SOUTHWEST OF JOHNSON OVERPASS, 0.2 MILE
 CZ0021'WEST OF MILEPOST 310, 29 FEET NORTHWEST OF THE CENTERLINE OF THE
 CZ0021'WESTBOUND TRAFFIC LANE OF THE HIGHWAY, CEMENTED IN THE CENTER OF THE
 CZ0021'NORTHWEST HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ0021
 CZ0021                          STATION RECOVERY (1979)
 CZ0021
 CZ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0021'28.5 KILOMETERS (17.75 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0021'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0021'OF THE NORTHWEST HEADWALL FOR A 2.4- BY 3.0-METER BOX CULVERT FOR
 CZ0021'THE HIGHWAY, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF MILE POST 322,
 CZ0021'8.6 METERS (28.4 FEET) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CZ0021'TRAFFIC LANE.
 CZ0021'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1055 ***********************************************************************
 DU1055  DESIGNATION -  869.03
 DU1055  PID         -  DU1055
 DU1055  STATE/COUNTY-  AZ/PINAL
 DU1055  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1055
 DU1055                         *CURRENT SURVEY CONTROL
 DU1055  ___________________________________________________________________
 DU1055* NAD 83(1986)-  33 24 31.     (N)    111 32 20.     (W)     SCALED    
 DU1055* NAVD 88     -       525.55   (+/-2cm)    1724.2    (feet)  VERTCON   
 DU1055  ___________________________________________________________________
 DU1055  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DU1055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1055
 DU1055.The horizontal coordinates were scaled from a topographic map and have
 DU1055.an estimated accuracy of +/- 6 seconds.
 DU1055
 DU1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1055.The vertical order pertains to the NGVD 29 superseded value.
 DU1055
 DU1055.The geoid height was determined by GEOID03.
 DU1055
 DU1055;                    North         East    Units  Estimated Accuracy
 DU1055;SPC AZ C     -   267,130.      248,500.      MT  (+/- 180 meters Scaled)
 DU1055
 DU1055                          SUPERSEDED SURVEY CONTROL
 DU1055
 DU1055  NGVD 29 (??/??/92)  524.982  (m)         1722.38   (f) ADJ UNCH    1 2
 DU1055
 DU1055.Superseded values are not recommended for survey control.
 DU1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1055.See file dsdata.txt to determine how the superseded data were derived.
 DU1055
 DU1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB498967(NAD 83)
 DU1055_MARKER: DD = SURVEY DISK
 DU1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1055_SP_SET: WASH
 DU1055_STAMPING: 869.03 42
 DU1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1055
 DU1055  HISTORY     - Date     Condition        Report By
 DU1055  HISTORY     - UNK      MONUMENTED       AZHD
 DU1055  HISTORY     - 1948     GOOD             NGS
 DU1055  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1055  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1055
 DU1055                          STATION DESCRIPTION
 DU1055
 DU1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU1055'0.7 MI SE FROM APACHE JUNCTION.
 DU1055'ABOUT 0.7 MILE SOUTHEAST ALONG U. S. HIGHWAY NO. 60 FROM APACHE
 DU1055'JUNCTION, 19.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP
 DU1055'AND IN THE CENTER OF A 10-FEET LONG CONCRETE HEADWALL OVER A SMALL
 DU1055'WASH AND ABOUT LEVEL WITH THE HIGHWAY.
 DU1055
 DU1055                          STATION RECOVERY (1981)
 DU1055
 DU1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1055'THE MARK IS BELIEVED TO BE DESTROYED AS A NEW HEADWALL HAS BEEN BUILT.
 DU1055'AT THE DESCRIBED LOCATION.
 DU1055
 DU1055                          STATION RECOVERY (2008)
 DU1055
 DU1055'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1055'THE NEW CULVERT AT THE DESCRIBED LOCATION DOES NOT HOLD THE DESCRIBED
 DU1055'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0658 ***********************************************************************
 ER0658  DESIGNATION -  87 BKC
 ER0658  PID         -  ER0658
 ER0658  STATE/COUNTY-  AZ/APACHE
 ER0658  USGS QUAD   -  VERNON (1971)
 ER0658
 ER0658                         *CURRENT SURVEY CONTROL
 ER0658  ___________________________________________________________________
 ER0658* NAD 83(1986)-  34 16 17.     (N)    109 42 36.     (W)     SCALED    
 ER0658* NAVD 88     -      2100.462  (meters)    6891.27   (feet)  ADJUSTED  
 ER0658  ___________________________________________________________________
 ER0658  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ER0658  DYNAMIC HT  -        2097.294 (meters)    6880.87  (feet)  COMP
 ER0658  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 ER0658
 ER0658  VERT ORDER  -  SECOND    CLASS 0
 ER0658
 ER0658.The horizontal coordinates were scaled from a topographic map and have
 ER0658.an estimated accuracy of +/- 6 seconds.
 ER0658
 ER0658.The orthometric height was determined by differential leveling
 ER0658.and adjusted in June 1991.
 ER0658
 ER0658.The geoid height was determined by GEOID03.
 ER0658
 ER0658.The dynamic height is computed by dividing the NAVD 88
 ER0658.geopotential number by the normal gravity value computed on the
 ER0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0658.degrees latitude (g = 980.6199 gals.).
 ER0658
 ER0658.The modeled gravity was interpolated from observed gravity values.
 ER0658
 ER0658;                    North         East    Units  Estimated Accuracy
 ER0658;SPC AZ E     -   362,850.      255,410.      MT  (+/- 180 meters Scaled)
 ER0658
 ER0658                          SUPERSEDED SURVEY CONTROL
 ER0658
 ER0658.No superseded survey control is available for this station.
 ER0658
 ER0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC187930(NAD 83)
 ER0658_MARKER: DB = BENCH MARK DISK
 ER0658_SETTING: 80 = SET IN A BOULDER
 ER0658_SP_SET: IN DRILL HOLE IN A BOULDER
 ER0658_STAMPING: 87 BKC 1968 6889
 ER0658_MARK LOGO: USGS  
 ER0658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0658+STABILITY: SURFACE MOTION
 ER0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0658+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0658
 ER0658  HISTORY     - Date     Condition        Report By
 ER0658  HISTORY     - 1968     MONUMENTED       USGS
 ER0658  HISTORY     - 20050729 GOOD             USPSQD
 ER0658
 ER0658                          STATION DESCRIPTION
 ER0658
 ER0658'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0658'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 1.0 MILE
 ER0658'WEST ALONG U S HIGHWAY 60, 74 FEET NORTH OF THE HIGHWAY, 9 FEET WEST
 ER0658'OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE SET IN A LARGE BOULDER.
 ER0658
 ER0658                          STATION RECOVERY (2005)
 ER0658
 ER0658'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0627 ***********************************************************************
 FP0627  DESIGNATION -  87 DOR
 FP0627  PID         -  FP0627
 FP0627  STATE/COUNTY-  AZ/APACHE
 FP0627  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0627
 FP0627                         *CURRENT SURVEY CONTROL
 FP0627  ___________________________________________________________________
 FP0627* NAD 83(1986)-  35 00 36.     (N)    109 31 26.     (W)     SCALED    
 FP0627* NAVD 88     -      1851.336  (meters)    6073.92   (feet)  ADJUSTED  
 FP0627  ___________________________________________________________________
 FP0627  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FP0627  DYNAMIC HT  -        1848.702 (meters)    6065.28  (feet)  COMP
 FP0627  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 FP0627
 FP0627  VERT ORDER  -  SECOND    CLASS II
 FP0627
 FP0627.The horizontal coordinates were scaled from a topographic map and have
 FP0627.an estimated accuracy of +/- 6 seconds.
 FP0627
 FP0627.The orthometric height was determined by differential leveling
 FP0627.and adjusted in June 1991.
 FP0627
 FP0627.The geoid height was determined by GEOID03.
 FP0627
 FP0627.The dynamic height is computed by dividing the NAVD 88
 FP0627.geopotential number by the normal gravity value computed on the
 FP0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0627.degrees latitude (g = 980.6199 gals.).
 FP0627
 FP0627.The modeled gravity was interpolated from observed gravity values.
 FP0627
 FP0627;                    North         East    Units  Estimated Accuracy
 FP0627;SPC AZ E     -   444,870.      272,030.      MT  (+/- 180 meters Scaled)
 FP0627
 FP0627                          SUPERSEDED SURVEY CONTROL
 FP0627
 FP0627.No superseded survey control is available for this station.
 FP0627
 FP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346751(NAD 83)
 FP0627_MARKER: DB = BENCH MARK DISK
 FP0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0627_SP_SET: CONCRETE POST
 FP0627_STAMPING: 87 DOR 1972 6071
 FP0627_MARK LOGO: USGS  
 FP0627_PROJECTION: PROJECTING 25 CENTIMETERS
 FP0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0627+STABILITY: SURFACE MOTION
 FP0627
 FP0627  HISTORY     - Date     Condition        Report By
 FP0627  HISTORY     - 1972     MONUMENTED       USGS
 FP0627
 FP0627                          STATION DESCRIPTION
 FP0627
 FP0627'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0627'14.2 KM (8.80 MI) SOUTH FROM NAVAJO.
 FP0627'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0627'ROAD TO A T-ROAD SOUTH, THENCE 8.7 MILES SOUTH, 0.2 MILES NORTH OF A
 FP0627'STEEL WATER TANK, 27 FEET WEST OF THE ROAD, 15 FEET SOUTH OF A BRASS
 FP0627'CAP ON A 1- INCH IRON PIPE STAMPED -LS 5704 T19N S25 S30 S36 S31 R26E
 FP0627'R27E 1972- , AND 1 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0434 ***********************************************************************
 GQ0434  DESIGNATION -  87 DOR
 GQ0434  PID         -  GQ0434
 GQ0434  STATE/COUNTY-  AZ/MOHAVE
 GQ0434  USGS QUAD   -  LIZARD POINT (1979)
 GQ0434
 GQ0434                         *CURRENT SURVEY CONTROL
 GQ0434  ___________________________________________________________________
 GQ0434* NAD 83(1986)-  36 56 21.     (N)    113 33 23.     (W)     SCALED    
 GQ0434* NAVD 88     -       958.640  (meters)    3145.14   (feet)  POSTED    
 GQ0434  ___________________________________________________________________
 GQ0434  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 GQ0434  DYNAMIC HT  -         957.640 (meters)    3141.86  (feet)  COMP
 GQ0434  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 GQ0434
 GQ0434  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0434
 GQ0434.The horizontal coordinates were scaled from a topographic map and have
 GQ0434.an estimated accuracy of +/- 6 seconds.
 GQ0434
 GQ0434.The orthometric height was determined by differential leveling
 GQ0434.and adjusted by the  in 1992.
 GQ0434.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0434.rate of 0.0 thru 1.0 mm/km.
 GQ0434
 GQ0434.The geoid height was determined by GEOID03.
 GQ0434
 GQ0434.The dynamic height is computed by dividing the NAVD 88
 GQ0434.geopotential number by the normal gravity value computed on the
 GQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0434.degrees latitude (g = 980.6199 gals.).
 GQ0434
 GQ0434.The modeled gravity was interpolated from observed gravity values.
 GQ0434
 GQ0434;                    North         East    Units  Estimated Accuracy
 GQ0434;SPC AZ W     -   658,760.      230,610.      MT  (+/- 180 meters Scaled)
 GQ0434
 GQ0434                          SUPERSEDED SURVEY CONTROL
 GQ0434
 GQ0434  NGVD 29 (??/??/92)  957.80   (m)         3142.4    (f) COMPUTED    3 0
 GQ0434
 GQ0434.Superseded values are not recommended for survey control.
 GQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0434.See file dsdata.txt to determine how the superseded data were derived.
 GQ0434
 GQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF723911(NAD 83)
 GQ0434_MARKER: DB = BENCH MARK DISK
 GQ0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0434_SP_SET: COPPER-CLAD STEEL ROD
 GQ0434_STAMPING: 87 DOR 1970 3142
 GQ0434_MARK LOGO: USGS  
 GQ0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0434
 GQ0434  HISTORY     - Date     Condition        Report By
 GQ0434  HISTORY     - 1970     MONUMENTED       USGS
 GQ0434
 GQ0434                          STATION DESCRIPTION
 GQ0434
 GQ0434'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0434'18.3 KM (11.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0434'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0434'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0434'ROAD TO THE ARIZONA STATE LINE, CONTINUE 4.7 MILES SOUTH ALONG MT.
 GQ0434'TRUMBULL ROAD, 100 FEET WEST OF THE ROAD, 7 FEET EAST OF A FENCE, 4
 GQ0434'FEET SOUTH OF A USGLO BRASS CAP STAMPED 1/4 S23 S24 1911.  ROD DEPTH
 GQ0434'UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0434'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0434'THE MARK IS 18 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0317 ***********************************************************************
 CY0317  DESIGNATION -  87 H
 CY0317  PID         -  CY0317
 CY0317  STATE/COUNTY-  AZ/COCHISE
 CY0317  USGS QUAD   -  VANAR (1987)
 CY0317
 CY0317                         *CURRENT SURVEY CONTROL
 CY0317  ___________________________________________________________________
 CY0317* NAD 83(1986)-  32 14 24.     (N)    109 05 29.     (W)     SCALED    
 CY0317* NAVD 88     -      1192.137  (meters)    3911.20   (feet)  ADJUSTED  
 CY0317  ___________________________________________________________________
 CY0317  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CY0317  DYNAMIC HT  -        1190.368 (meters)    3905.40  (feet)  COMP
 CY0317  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 CY0317
 CY0317  VERT ORDER  -  FIRST     CLASS II
 CY0317
 CY0317.The horizontal coordinates were scaled from a topographic map and have
 CY0317.an estimated accuracy of +/- 6 seconds.
 CY0317
 CY0317.The orthometric height was determined by differential leveling
 CY0317.and adjusted in June 1991.
 CY0317
 CY0317.The geoid height was determined by GEOID03.
 CY0317
 CY0317.The dynamic height is computed by dividing the NAVD 88
 CY0317.geopotential number by the normal gravity value computed on the
 CY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0317.degrees latitude (g = 980.6199 gals.).
 CY0317
 CY0317.The modeled gravity was interpolated from observed gravity values.
 CY0317
 CY0317;                    North         East    Units  Estimated Accuracy
 CY0317;SPC AZ E     -   137,990.      314,690.      MT  (+/- 180 meters Scaled)
 CY0317
 CY0317                          SUPERSEDED SURVEY CONTROL
 CY0317
 CY0317  NGVD 29 (??/??/92) 1191.408  (m)         3908.81   (f) ADJ UNCH    1 2
 CY0317
 CY0317.Superseded values are not recommended for survey control.
 CY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0317.See file dsdata.txt to determine how the superseded data were derived.
 CY0317
 CY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA798686(NAD 83)
 CY0317_MARKER: DD = SURVEY DISK
 CY0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0317_STAMPING: 87 H 1907
 CY0317_PROJECTION: PROJECTING 49 CENTIMETERS
 CY0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0317
 CY0317  HISTORY     - Date     Condition        Report By
 CY0317  HISTORY     - 1907     MONUMENTED       USGS
 CY0317  HISTORY     - 1960     GOOD             NGS
 CY0317  HISTORY     - 1979     POOR             NGS
 CY0317
 CY0317                          STATION DESCRIPTION
 CY0317
 CY0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0317'8.4 MI E FROM SAN SIMON.
 CY0317'8.4 MILES EAST ALONG STATE HIGHWAY 86 FROM SAN SIMON, COCHISE COUNTY,
 CY0317'0.4 MILE EAST OF BENCH MARK E 330, 0.15 MILE WEST OF RAILROAD BRIDGE
 CY0317'NO. 1122.53, APPROXIMATELY 400 FEET NORTH OF HIGHWAY 86, 126 FEET
 CY0317'SOUTH OF THE CENTERLINE OF THE MAIN TRACK OF THE SOUTHERN PACIFIC
 CY0317'RAILROAD, IN THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 CY0317'SURVEY STANDARD CAP STAMPED 87 H 1907 AND RIVETED TO THE TOP OF A 3
 CY0317'1/2-INCH IRON PIPE.
 CY0317
 CY0317                          STATION RECOVERY (1979)
 CY0317
 CY0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0317'12.9 KILOMETERS (8.1 MILES) EAST ALONG THE SOUTHERN
 CY0317'PACIFIC RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0317'0.2 KILOMETER (0.15 MILE) WEST OF RAILROAD CULVERT 112253,
 CY0317'38.5 METERS (126.3 FEET) SOUTH OF THE SOUTH RAIL,
 CY0317'34.1 METERS (111.8 FEET) SOUTHWEST OF THE 4/TH TELEPHONE POLE
 CY0317'WEST OF BRIDGE 1122.53, 26.1 METERS (85.7 FEET) SOUTHEAST OF
 CY0317'THE 5/TH TELEPHONE POLE WEST OF BRIDGE 1122.53, RIVETED ON TOP AN
 CY0317'IRON PIPE PROJECTING 49 CENTIMETERS.
 CY0317'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CY0317'THE MARK IS 2.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0914 ***********************************************************************
 DV0914  DESIGNATION -  87 Z
 DV0914  PID         -  DV0914
 DV0914  STATE/COUNTY-  AZ/MARICOPA
 DV0914  USGS QUAD   -  VALENCIA (1982)
 DV0914
 DV0914                         *CURRENT SURVEY CONTROL
 DV0914  ___________________________________________________________________
 DV0914* NAD 83(1986)-  33 25 16.     (N)    112 31 18.     (W)     SCALED    
 DV0914* NAVD 88     -       302.58   (+/-2cm)     992.7    (feet)  VERTCON   
 DV0914  ___________________________________________________________________
 DV0914  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0914
 DV0914.The horizontal coordinates were scaled from a topographic map and have
 DV0914.an estimated accuracy of +/- 6 seconds.
 DV0914
 DV0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0914.The vertical order pertains to the NGVD 29 superseded value.
 DV0914
 DV0914.The geoid height was determined by GEOID03.
 DV0914
 DV0914;                    North         East    Units  Estimated Accuracy
 DV0914;SPC AZ C     -   268,620.      157,100.      MT  (+/- 180 meters Scaled)
 DV0914
 DV0914                          SUPERSEDED SURVEY CONTROL
 DV0914
 DV0914  NGVD 29 (??/??/92)  301.941  (m)          990.62   (f) ADJ UNCH    2 0
 DV0914
 DV0914.Superseded values are not recommended for survey control.
 DV0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0914.See file dsdata.txt to determine how the superseded data were derived.
 DV0914
 DV0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB585990(NAD 83)
 DV0914_MARKER: DD = SURVEY DISK
 DV0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0914_STAMPING: 87 Z 1962
 DV0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0914+STABILITY: SURFACE MOTION
 DV0914
 DV0914  HISTORY     - Date     Condition        Report By
 DV0914  HISTORY     - 1962     MONUMENTED       AZHD
 DV0914  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0914
 DV0914                          STATION DESCRIPTION
 DV0914
 DV0914'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV0914'4.5 MI SW FROM PERRYVILLE.
 DV0914'1 MILE SOUTH ALONG PERRYVILLE RD FROM THE JUNCTION OF YUMA RD AT
 DV0914'PERRYVILLE, THENCE 3.5 MILES WEST ALONG LOWER BUCKEYE RD AND THE MARK
 DV0914'SET AT THE JUNCTION OF LOWER BUCKEYE AND DEAN RD.  THE MARK IS A DISK
 DV0914'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH, LOCATED 42 FT. SOUTH
 DV0914'OF THE CENTER OF LOWER BUCKEYE RD, 23.5 FT. EAST OF THE CENTER OF DEAN
 DV0914'RD, 16.5 FT. SOUTH OF POWER POLE NO. 15, 1.9 FT. SOUTH OF A WITNESS
 DV0914'POST.  NOTE-- TO REACH THE MARK FROM THE VALLEY NATIONAL BANK IN
 DV0914'BUCKEYE GO 0.3 MILES WEST ON US 80, 3.0 NORTH ON MILLER RD, 3.75 MILES
 DV0914'NORTHEAST ON THE CANAL RD, AND 0.35 MILES EAST ON A DIRT FARM RD.
 DV0914
 DV0914                          STATION RECOVERY (2006)
 DV0914
 DV0914'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0914'IT IS DIFFICULT TO BE CERTAIN, SINCE THE ROAD CENTERLINES MAY HAVE
 DV0914'SHIFTED, BUT THE DESCRIBED LOCATION APPEARS TO LIE INSIDE THE
 DV0914'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0320 ***********************************************************************
 FS0320  DESIGNATION -  873+3166
 FS0320  PID         -  FS0320
 FS0320  STATE/COUNTY-  AZ/MOHAVE
 FS0320  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0320
 FS0320                         *CURRENT SURVEY CONTROL
 FS0320  ___________________________________________________________________
 FS0320* NAD 83(1986)-  35 34 30.     (N)    114 23 03.     (W)     SCALED    
 FS0320* NAVD 88     -       852.074  (meters)    2795.51   (feet)  POSTED    
 FS0320  ___________________________________________________________________
 FS0320  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0320  DYNAMIC HT  -         851.110 (meters)    2792.35  (feet)  COMP
 FS0320  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 FS0320
 FS0320  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0320
 FS0320.The horizontal coordinates were scaled from a topographic map and have
 FS0320.an estimated accuracy of +/- 6 seconds.
 FS0320
 FS0320.The orthometric height was determined by differential leveling
 FS0320.and adjusted by the  in 1992.
 FS0320.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0320.rate of 2.1 thru 3.0 mm/km.
 FS0320
 FS0320.The geoid height was determined by GEOID03.
 FS0320
 FS0320.The dynamic height is computed by dividing the NAVD 88
 FS0320.geopotential number by the normal gravity value computed on the
 FS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0320.degrees latitude (g = 980.6199 gals.).
 FS0320
 FS0320.The modeled gravity was interpolated from observed gravity values.
 FS0320
 FS0320;                    North         East    Units  Estimated Accuracy
 FS0320;SPC AZ W     -   507,560.      155,880.      MT  (+/- 180 meters Scaled)
 FS0320
 FS0320                          SUPERSEDED SURVEY CONTROL
 FS0320
 FS0320  NGVD 29 (??/??/92)  851.313  (m)         2793.02   (f) ADJ UNCH    1 1
 FS0320
 FS0320.Superseded values are not recommended for survey control.
 FS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0320.See file dsdata.txt to determine how the superseded data were derived.
 FS0320
 FS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV370399(NAD 83)
 FS0320_MARKER: DD = SURVEY DISK
 FS0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0320_SP_SET: CULVERT
 FS0320_STAMPING: 873+3166 2793.80 1935
 FS0320_MARK LOGO: AZHD  
 FS0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0320
 FS0320  HISTORY     - Date     Condition        Report By
 FS0320  HISTORY     - 1935     MONUMENTED       AZHD
 FS0320  HISTORY     - 1949     GOOD             NGS
 FS0320  HISTORY     - 1955     GOOD             NGS
 FS0320  HISTORY     - 1982     GOOD             NGS
 FS0320
 FS0320                          STATION DESCRIPTION
 FS0320
 FS0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0320'14.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0320'14.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0320'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A TRIPLE 4- BY 10-FOOT
 FS0320'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0320'SOUTHWEST HEAD WALL, 14.7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0320'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0320
 FS0320                          STATION RECOVERY (1955)
 FS0320
 FS0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0320'RECOVERED IN GOOD CONDITION.
 FS0320
 FS0320                          STATION RECOVERY (1982)
 FS0320
 FS0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0320'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0659 ***********************************************************************
 ER0659  DESIGNATION -  88 BKC
 ER0659  PID         -  ER0659
 ER0659  STATE/COUNTY-  AZ/APACHE
 ER0659  USGS QUAD   -  VERNON (1971)
 ER0659
 ER0659                         *CURRENT SURVEY CONTROL
 ER0659  ___________________________________________________________________
 ER0659* NAD 83(1986)-  34 16 12.     (N)    109 43 57.     (W)     SCALED    
 ER0659* NAVD 88     -      2112.776  (meters)    6931.67   (feet)  ADJUSTED  
 ER0659  ___________________________________________________________________
 ER0659  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 ER0659  DYNAMIC HT  -        2109.583 (meters)    6921.19  (feet)  COMP
 ER0659  MODELED GRAV-     979,048.6   (mgal)                       NAVD 88
 ER0659
 ER0659  VERT ORDER  -  SECOND    CLASS 0
 ER0659
 ER0659.The horizontal coordinates were scaled from a topographic map and have
 ER0659.an estimated accuracy of +/- 6 seconds.
 ER0659
 ER0659.The orthometric height was determined by differential leveling
 ER0659.and adjusted in June 1991.
 ER0659
 ER0659.The geoid height was determined by GEOID03.
 ER0659
 ER0659.The dynamic height is computed by dividing the NAVD 88
 ER0659.geopotential number by the normal gravity value computed on the
 ER0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0659.degrees latitude (g = 980.6199 gals.).
 ER0659
 ER0659.The modeled gravity was interpolated from observed gravity values.
 ER0659
 ER0659;                    North         East    Units  Estimated Accuracy
 ER0659;SPC AZ E     -   362,690.      253,340.      MT  (+/- 180 meters Scaled)
 ER0659
 ER0659                          SUPERSEDED SURVEY CONTROL
 ER0659
 ER0659.No superseded survey control is available for this station.
 ER0659
 ER0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC166928(NAD 83)
 ER0659_MARKER: DB = BENCH MARK DISK
 ER0659_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ER0659+WITH SETTING: PAVEMENT
 ER0659_SP_SET: CONCRETE CATTLEGUARD
 ER0659_STAMPING: 88 BKC 1968 6929
 ER0659_MARK LOGO: USGS  
 ER0659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0659+STABILITY: SURFACE MOTION
 ER0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0659+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0659
 ER0659  HISTORY     - Date     Condition        Report By
 ER0659  HISTORY     - 1968     MONUMENTED       USGS
 ER0659  HISTORY     - 20050729 GOOD             USPSQD
 ER0659
 ER0659                          STATION DESCRIPTION
 ER0659
 ER0659'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0659'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 2.3 MILES
 ER0659'WEST ALONG U S HIGHWAY 60, TO A T-ROAD SOUTH, 70 FEET SOUTH OF THE
 ER0659'HIGHWAY, 8 FEET EAST OF A DIRT ROAD, IN THE NORTH END OF THE EAST
 ER0659'HEADWALL OF A CONCRETE CATTLEGUARD.
 ER0659
 ER0659                          STATION RECOVERY (2005)
 ER0659
 ER0659'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0659'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0550 ***********************************************************************
 ER0550  DESIGNATION -  88 DOR
 ER0550  PID         -  ER0550
 ER0550  STATE/COUNTY-  AZ/APACHE
 ER0550  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0550
 ER0550                         *CURRENT SURVEY CONTROL
 ER0550  ___________________________________________________________________
 ER0550* NAD 83(1986)-  34 59 43.     (N)    109 31 27.     (W)     SCALED    
 ER0550* NAVD 88     -      1848.367  (meters)    6064.18   (feet)  ADJUSTED  
 ER0550  ___________________________________________________________________
 ER0550  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0550  DYNAMIC HT  -        1845.737 (meters)    6055.56  (feet)  COMP
 ER0550  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 ER0550
 ER0550  VERT ORDER  -  SECOND    CLASS II
 ER0550
 ER0550.The horizontal coordinates were scaled from a topographic map and have
 ER0550.an estimated accuracy of +/- 6 seconds.
 ER0550
 ER0550.The orthometric height was determined by differential leveling
 ER0550.and adjusted in June 1991.
 ER0550
 ER0550.The geoid height was determined by GEOID03.
 ER0550
 ER0550.The dynamic height is computed by dividing the NAVD 88
 ER0550.geopotential number by the normal gravity value computed on the
 ER0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0550.degrees latitude (g = 980.6199 gals.).
 ER0550
 ER0550.The modeled gravity was interpolated from observed gravity values.
 ER0550
 ER0550;                    North         East    Units  Estimated Accuracy
 ER0550;SPC AZ E     -   443,240.      272,010.      MT  (+/- 180 meters Scaled)
 ER0550
 ER0550                          SUPERSEDED SURVEY CONTROL
 ER0550
 ER0550.No superseded survey control is available for this station.
 ER0550
 ER0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD346735(NAD 83)
 ER0550_MARKER: DB = BENCH MARK DISK
 ER0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0550_SP_SET: CONCRETE POST
 ER0550_STAMPING: 88 DOR 1972 6061
 ER0550_MARK LOGO: USGS  
 ER0550_PROJECTION: PROJECTING 18 CENTIMETERS
 ER0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0550+STABILITY: SURFACE MOTION
 ER0550
 ER0550  HISTORY     - Date     Condition        Report By
 ER0550  HISTORY     - 1972     MONUMENTED       USGS
 ER0550
 ER0550                          STATION DESCRIPTION
 ER0550
 ER0550'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0550'15.8 KM (9.80 MI) SOUTH FROM NAVAJO.
 ER0550'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0550'ROAD TO A T-ROAD SOUTH, THENCE 9.7 MILES SOUTH TO A T-ROAD WEST, 0.4
 ER0550'MILES SOUTH OF A CATTLEGUARD, 35 FEET SOUTH OF A GATE, 25 FEET SOUTH
 ER0550'OF A BRASS CAP STAMPED -LS 5704 T19N R27E S36 S31 S1 S6 T18N R26E
 ER0550'1972 -, 25 FEET WEST OF THE ROAD AND 1 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0435 ***********************************************************************
 GQ0435  DESIGNATION -  88 DOR
 GQ0435  PID         -  GQ0435
 GQ0435  STATE/COUNTY-  AZ/MOHAVE
 GQ0435  USGS QUAD   -  LIZARD POINT (1979)
 GQ0435
 GQ0435                         *CURRENT SURVEY CONTROL
 GQ0435  ___________________________________________________________________
 GQ0435* NAD 83(1986)-  36 55 30.     (N)    113 33 26.     (W)     SCALED    
 GQ0435* NAVD 88     -       972.952  (meters)    3192.09   (feet)  POSTED    
 GQ0435  ___________________________________________________________________
 GQ0435  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 GQ0435  DYNAMIC HT  -         971.930 (meters)    3188.74  (feet)  COMP
 GQ0435  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 GQ0435
 GQ0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0435
 GQ0435.The horizontal coordinates were scaled from a topographic map and have
 GQ0435.an estimated accuracy of +/- 6 seconds.
 GQ0435
 GQ0435.The orthometric height was determined by differential leveling
 GQ0435.and adjusted by the  in 1992.
 GQ0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0435.rate of 0.0 thru 1.0 mm/km.
 GQ0435
 GQ0435.The geoid height was determined by GEOID03.
 GQ0435
 GQ0435.The dynamic height is computed by dividing the NAVD 88
 GQ0435.geopotential number by the normal gravity value computed on the
 GQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0435.degrees latitude (g = 980.6199 gals.).
 GQ0435
 GQ0435.The modeled gravity was interpolated from observed gravity values.
 GQ0435
 GQ0435;                    North         East    Units  Estimated Accuracy
 GQ0435;SPC AZ W     -   657,190.      230,540.      MT  (+/- 180 meters Scaled)
 GQ0435
 GQ0435                          SUPERSEDED SURVEY CONTROL
 GQ0435
 GQ0435  NGVD 29 (??/??/92)  972.10   (m)         3189.3    (f) COMPUTED    3 0
 GQ0435
 GQ0435.Superseded values are not recommended for survey control.
 GQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0435.See file dsdata.txt to determine how the superseded data were derived.
 GQ0435
 GQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF722896(NAD 83)
 GQ0435_MARKER: DB = BENCH MARK DISK
 GQ0435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0435_SP_SET: COPPER-CLAD STEEL ROD
 GQ0435_STAMPING: 88 DOR 1970 3189
 GQ0435_MARK LOGO: USGS  
 GQ0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0435
 GQ0435  HISTORY     - Date     Condition        Report By
 GQ0435  HISTORY     - 1970     MONUMENTED       USGS
 GQ0435
 GQ0435                          STATION DESCRIPTION
 GQ0435
 GQ0435'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0435'19.8 KM (12.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0435'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0435'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0435'ROAD TO THE ARIZONA STATE LINE, CONTINUE 5.6 MILES SOUTH ALONG MT.
 GQ0435'TRUMBULL ROAD, 0.1 MILE NORTHWEST OF A USGLO BRASS CAP STAMPED 1/4
 GQ0435'S26 S25 1911, 94 FEET WEST OF THE ROAD, 1 FOOT EAST OF FENCE.  ROD
 GQ0435'DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0435'THE MARK IS 1 FT  E FROM  A WITNESS SIGN
 GQ0435'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0132 ***********************************************************************
 CZ0132  DESIGNATION -  88+56.08
 CZ0132  PID         -  CZ0132
 CZ0132  STATE/COUNTY-  AZ/PIMA
 CZ0132  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0132
 CZ0132                         *CURRENT SURVEY CONTROL
 CZ0132  ___________________________________________________________________
 CZ0132* NAD 83(1986)-  32 15 52.     (N)    110 58 42.     (W)     SCALED    
 CZ0132* NAVD 88     -       710.30   (+/-2cm)    2330.4    (feet)  VERTCON   
 CZ0132  ___________________________________________________________________
 CZ0132  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0132  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0132
 CZ0132.The horizontal coordinates were scaled from a topographic map and have
 CZ0132.an estimated accuracy of +/- 6 seconds.
 CZ0132
 CZ0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0132.The vertical order pertains to the NGVD 29 superseded value.
 CZ0132
 CZ0132.The geoid height was determined by GEOID03.
 CZ0132
 CZ0132;                    North         East    Units  Estimated Accuracy
 CZ0132;SPC AZ C     -   140,580.      301,760.      MT  (+/- 180 meters Scaled)
 CZ0132
 CZ0132                          SUPERSEDED SURVEY CONTROL
 CZ0132
 CZ0132  NGVD 29 (??/??/92)  709.631  (m)         2328.18   (f) ADJ UNCH    1 2
 CZ0132
 CZ0132.Superseded values are not recommended for survey control.
 CZ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0132.See file dsdata.txt to determine how the superseded data were derived.
 CZ0132
 CZ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020697(NAD 83)
 CZ0132_MARKER: DD = SURVEY DISK
 CZ0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0132_SP_SET: CULVERT
 CZ0132_STAMPING: 2328.47 1949 88+56.08
 CZ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0132
 CZ0132  HISTORY     - Date     Condition        Report By
 CZ0132  HISTORY     - 1949     MONUMENTED       AZHD
 CZ0132  HISTORY     - 1951     GOOD             NGS
 CZ0132
 CZ0132                          STATION DESCRIPTION
 CZ0132
 CZ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0132'3.2 MI N FROM TUCSON.
 CZ0132'3.2 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0132'BANK AT TUCSON, 0.25 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 84,
 CZ0132'260 FEET NORTH OF THE CENTERLINE OF THE DELANE ROAD, AT A 3 X 6 FEET
 CZ0132'DOUBLE CONCRETE BOX CULVERT, IN TOP OF THE CENTER OF THE EAST CONCRETE
 CZ0132'HEADWALL, 41 1/2 FEET EAST OF AND ABOUT 2 FEET HIGHER THAN THE
 CZ0132'CENTERLINE OF THE 4 LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0319 ***********************************************************************
 FS0319  DESIGNATION -  884+6166
 FS0319  PID         -  FS0319
 FS0319  STATE/COUNTY-  AZ/MOHAVE
 FS0319  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0319
 FS0319                         *CURRENT SURVEY CONTROL
 FS0319  ___________________________________________________________________
 FS0319* NAD 83(1986)-  35 34 40.     (N)    114 23 11.     (W)     SCALED    
 FS0319* NAVD 88     -       849.341  (meters)    2786.55   (feet)  POSTED    
 FS0319  ___________________________________________________________________
 FS0319  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0319  DYNAMIC HT  -         848.380 (meters)    2783.39  (feet)  COMP
 FS0319  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 FS0319
 FS0319  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0319
 FS0319.The horizontal coordinates were scaled from a topographic map and have
 FS0319.an estimated accuracy of +/- 6 seconds.
 FS0319
 FS0319.The orthometric height was determined by differential leveling
 FS0319.and adjusted by the  in 1992.
 FS0319.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0319.rate of 2.1 thru 3.0 mm/km.
 FS0319
 FS0319.The geoid height was determined by GEOID03.
 FS0319
 FS0319.The dynamic height is computed by dividing the NAVD 88
 FS0319.geopotential number by the normal gravity value computed on the
 FS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0319.degrees latitude (g = 980.6199 gals.).
 FS0319
 FS0319.The modeled gravity was interpolated from observed gravity values.
 FS0319
 FS0319;                    North         East    Units  Estimated Accuracy
 FS0319;SPC AZ W     -   507,870.      155,680.      MT  (+/- 180 meters Scaled)
 FS0319
 FS0319                          SUPERSEDED SURVEY CONTROL
 FS0319
 FS0319  NGVD 29 (??/??/92)  848.581  (m)         2784.05   (f) ADJ UNCH    1 1
 FS0319
 FS0319.Superseded values are not recommended for survey control.
 FS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0319.See file dsdata.txt to determine how the superseded data were derived.
 FS0319
 FS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV368402(NAD 83)
 FS0319_MARKER: DD = SURVEY DISK
 FS0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0319_SP_SET: CULVERT
 FS0319_STAMPING: 884+6166 2784.87 1935
 FS0319_MARK LOGO: AZHD  
 FS0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0319
 FS0319  HISTORY     - Date     Condition        Report By
 FS0319  HISTORY     - 1935     MONUMENTED       AZHD
 FS0319  HISTORY     - 1949     GOOD             NGS
 FS0319  HISTORY     - 1982     GOOD             NGS
 FS0319
 FS0319                          STATION DESCRIPTION
 FS0319
 FS0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0319'14.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0319'14.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0319'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A TRIPLE 4- BY 10-FOOT
 FS0319'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 FS0319'THE SOUTHWEST HEAD WALL, 14.6 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0319'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0319
 FS0319                          STATION RECOVERY (1982)
 FS0319
 FS0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0319'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0590 ***********************************************************************
 DA0590  DESIGNATION -  885.2
 DA0590  PID         -  DA0590
 DA0590  STATE/COUNTY-  AZ/MARICOPA
 DA0590  USGS QUAD   -  BLACK GAP (1986)
 DA0590
 DA0590                         *CURRENT SURVEY CONTROL
 DA0590  ___________________________________________________________________
 DA0590* NAD 83(1986)-  32 51 32.     (N)    112 46 01.     (W)     SCALED    
 DA0590* NAVD 88     -       270.40   (+/-2cm)     887.1    (feet)  VERTCON   
 DA0590  ___________________________________________________________________
 DA0590  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0590
 DA0590.The horizontal coordinates were scaled from a topographic map and have
 DA0590.an estimated accuracy of +/- 6 seconds.
 DA0590
 DA0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0590.The vertical order pertains to the NGVD 29 superseded value.
 DA0590
 DA0590.The geoid height was determined by GEOID03.
 DA0590
 DA0590;                    North         East    Units  Estimated Accuracy
 DA0590;SPC AZ C     -   206,420.      133,780.      MT  (+/- 180 meters Scaled)
 DA0590
 DA0590                          SUPERSEDED SURVEY CONTROL
 DA0590
 DA0590  NGVD 29 (??/??/92)  269.796  (m)          885.16   (f) ADJ UNCH    1 2
 DA0590
 DA0590.Superseded values are not recommended for survey control.
 DA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0590.See file dsdata.txt to determine how the superseded data were derived.
 DA0590
 DA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB346370(NAD 83)
 DA0590_MARKER: N = NAIL
 DA0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0590_SP_SET: WOODEN 4 BY 4
 DA0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0590
 DA0590  HISTORY     - Date     Condition        Report By
 DA0590  HISTORY     - UNK      MONUMENTED       USGS
 DA0590  HISTORY     - 1952     GOOD             NGS
 DA0590  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0590  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0590  HISTORY     - 20070603 POOR             GEOCAC
 DA0590
 DA0590                          STATION DESCRIPTION
 DA0590
 DA0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0590'7.1 MI S FROM GILA BEND.
 DA0590'7.1 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF UNITED
 DA0590'STATES HIGHWAY 80 AND STATE HIGHWAY 85 AT GILA BEND, 0.1 MILE SOUTH OF
 DA0590'THE INTERSECTION OF STATE HIGHWAY 85 AND A GRAVEL ROAD LEADING TO THE
 DA0590'AIR PORT AF6, U.S. 885T PAINTED ON A POLE AT THE SIDE OF THE MARK, 46
 DA0590'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 91 FEET WEST OF THE WEST
 DA0590'RAIL OF THE RAILROAD, 4.3 FEET EAST OF RAILROAD MILEPOST 7, ABOUT 1
 DA0590'FOOT HIGHER THAN THE ROAD, AND A COPPER NAIL AND WASHER IN TOP OF A
 DA0590'WOODEN 4 BY 4.
 DA0590
 DA0590                          STATION RECOVERY (2006)
 DA0590
 DA0590'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0590'MARK NOT FOUND
 DA0590
 DA0590                          STATION RECOVERY (2006)
 DA0590
 DA0590'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0590'MARK NOT FOUND.
 DA0590
 DA0590                          STATION RECOVERY (2007)
 DA0590
 DA0590'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0590'THE POST HAS ROTTED AND FALLEN OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0796 ***********************************************************************
 DW0796  DESIGNATION -  886.55
 DW0796  PID         -  DW0796
 DW0796  STATE/COUNTY-  AZ/LA PAZ
 DW0796  USGS QUAD   -  LA PAZ MTN (1970)
 DW0796
 DW0796                         *CURRENT SURVEY CONTROL
 DW0796  ___________________________________________________________________
 DW0796* NAD 83(1986)-  33 38 01.     (N)    114 23 48.     (W)     SCALED    
 DW0796* NAVD 88     -       270.94   (+/-2cm)     888.9    (feet)  VERTCON   
 DW0796  ___________________________________________________________________
 DW0796  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DW0796  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0796
 DW0796.The horizontal coordinates were scaled from a topographic map and have
 DW0796.an estimated accuracy of +/- 6 seconds.
 DW0796
 DW0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0796.The vertical order pertains to the NGVD 29 superseded value.
 DW0796
 DW0796.The geoid height was determined by GEOID03.
 DW0796
 DW0796;                    North         East    Units  Estimated Accuracy
 DW0796;SPC AZ W     -   292,220.      153,370.      MT  (+/- 180 meters Scaled)
 DW0796
 DW0796                          SUPERSEDED SURVEY CONTROL
 DW0796
 DW0796  NGVD 29 (??/??/??)  270.246  (m)          886.63   (f) ADJUSTED    1 2
 DW0796
 DW0796.Superseded values are not recommended for survey control.
 DW0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0796.See file dsdata.txt to determine how the superseded data were derived.
 DW0796
 DW0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT414245(NAD 83)
 DW0796_MARKER: DD = SURVEY DISK
 DW0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0796_SP_SET: HEADWALL
 DW0796_STAMPING: 886.55 449+50
 DW0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0796
 DW0796  HISTORY     - Date     Condition        Report By
 DW0796  HISTORY     - UNK      MONUMENTED       AZHD
 DW0796  HISTORY     - 1934     GOOD             NGS
 DW0796  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0796
 DW0796                          STATION DESCRIPTION
 DW0796
 DW0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0796'12.2 MI E FROM BLYTHE.
 DW0796'IN YUMA COUNTY, ARIZONA, ABOUT 12.2 MILES EAST ALONG U.S. HIGHWAY
 DW0796'60 FROM THE POST OFFICE AT BLYTHE, RIVERSIDE COUNTY, CALIFORNIA,
 DW0796'AT STATION 449+50, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 DW0796'THE TOP OF THE SOUTH HEADWALL.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0796'STANDARD DISK, STAMPED 886.55 449+50.
 DW0796
 DW0796                          STATION RECOVERY (1981)
 DW0796
 DW0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0796'NOT RECOVERED. NOTE-HEADWALL DESCRIBED WAS LOCATED BUT MARK WAS NOT
 DW0796'INTACT, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0140 ***********************************************************************
 DB0140  DESIGNATION -  889+89.15
 DB0140  PID         -  DB0140
 DB0140  STATE/COUNTY-  AZ/YUMA
 DB0140  USGS QUAD   -  WELLTON (1982)
 DB0140
 DB0140                         *CURRENT SURVEY CONTROL
 DB0140  ___________________________________________________________________
 DB0140* NAD 83(1986)-  32 39 52.     (N)    114 14 41.     (W)     SCALED    
 DB0140* NAVD 88     -        71.053  (meters)     233.11   (feet)  ADJUSTED  
 DB0140  ___________________________________________________________________
 DB0140  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DB0140  DYNAMIC HT  -          70.971 (meters)     232.84  (feet)  COMP
 DB0140  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 DB0140
 DB0140  VERT ORDER  -  FIRST     CLASS II
 DB0140
 DB0140.The horizontal coordinates were scaled from a topographic map and have
 DB0140.an estimated accuracy of +/- 6 seconds.
 DB0140
 DB0140.The orthometric height was determined by differential leveling
 DB0140.and adjusted in June 1991.
 DB0140
 DB0140.The geoid height was determined by GEOID03.
 DB0140
 DB0140.The dynamic height is computed by dividing the NAVD 88
 DB0140.geopotential number by the normal gravity value computed on the
 DB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0140.degrees latitude (g = 980.6199 gals.).
 DB0140
 DB0140.The modeled gravity was interpolated from observed gravity values.
 DB0140
 DB0140;                    North         East    Units  Estimated Accuracy
 DB0140;SPC AZ W     -   184,660.      166,960.      MT  (+/- 180 meters Scaled)
 DB0140
 DB0140                          SUPERSEDED SURVEY CONTROL
 DB0140
 DB0140  NGVD 29 (??/??/??)   70.405  (m)          230.99   (f) ADJUSTED    1 2
 DB0140
 DB0140.Superseded values are not recommended for survey control.
 DB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0140.See file dsdata.txt to determine how the superseded data were derived.
 DB0140
 DB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS583174(NAD 83)
 DB0140_MARKER: DD = SURVEY DISK
 DB0140_SETTING: 0 = UNSPECIFIED SETTING
 DB0140_STAMPING: 889+89.15 1949
 DB0140_MARK LOGO: AZHD  
 DB0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0140
 DB0140  HISTORY     - Date     Condition        Report By
 DB0140  HISTORY     - 1949     MONUMENTED       AZHD
 DB0140  HISTORY     - 1960     GOOD             NGS
 DB0140  HISTORY     - 1964     MARK NOT FOUND   USGS
 DB0140  HISTORY     - 1981     GOOD             NGS
 DB0140  HISTORY     - 1981     GOOD             NGS
 DB0140
 DB0140                          STATION DESCRIPTION
 DB0140
 DB0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0140'3.1 MI E FROM LIGURTA.
 DB0140'3.1 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 24 FEET SOUTH OF
 DB0140'THE CENTERLINE OF THE HIGHWAY, 10 FEET EAST OF THE SOUTHWEST
 DB0140'CORNER OF A HIGHWAY BRIDGE AND ABOUT 1 FOOT HIGHER THAN THE
 DB0140'HIGHWAY.
 DB0140
 DB0140                          STATION RECOVERY (1964)
 DB0140
 DB0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB0140'MARK NOT FOUND.
 DB0140
 DB0140                          STATION RECOVERY (1981)
 DB0140
 DB0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0140'9.55 KM (5.95 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0140'WELLTON, 0.8 KM (0.5 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0140'MILEPOST 764, SET IN TOP OF THE SOUTHWEST CORNER OF OF A HIGHWAY
 DB0140'BRIDGE OVER A SMALL WASH, 5.8 M (19.0 FT) SOUTHWEST OF THE CENTERLINE
 DB0140'OF THE HIGHWAY.
 DB0140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0140
 DB0140                          STATION RECOVERY (1981)
 DB0140
 DB0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0140'9.55 KM (5.95 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0140'WELLTON, 0.8 KM (0.5 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0140'MILEPOST 764, SET IN TOP OF THE SOUTHWEST CORNER OF OF A HIGHWAY
 DB0140'BRIDGE OVER A SMALL WASH, 5.8 M (19.0 FT) SOUTHWEST OF THE CENTERLINE
 DB0140'OF THE HIGHWAY.
 DB0140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0660 ***********************************************************************
 ER0660  DESIGNATION -  89 BKC
 ER0660  PID         -  ER0660
 ER0660  STATE/COUNTY-  AZ/APACHE
 ER0660  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0660
 ER0660                         *CURRENT SURVEY CONTROL
 ER0660  ___________________________________________________________________
 ER0660* NAD 83(1986)-  34 16 19.     (N)    109 45 06.     (W)     SCALED    
 ER0660* NAVD 88     -      2108.282  (meters)    6916.92   (feet)  ADJUSTED  
 ER0660  ___________________________________________________________________
 ER0660  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 ER0660  DYNAMIC HT  -        2105.094 (meters)    6906.46  (feet)  COMP
 ER0660  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 ER0660
 ER0660  VERT ORDER  -  SECOND    CLASS 0
 ER0660
 ER0660.The horizontal coordinates were scaled from a topographic map and have
 ER0660.an estimated accuracy of +/- 6 seconds.
 ER0660
 ER0660.The orthometric height was determined by differential leveling
 ER0660.and adjusted in June 1991.
 ER0660
 ER0660.The geoid height was determined by GEOID03.
 ER0660
 ER0660.The dynamic height is computed by dividing the NAVD 88
 ER0660.geopotential number by the normal gravity value computed on the
 ER0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0660.degrees latitude (g = 980.6199 gals.).
 ER0660
 ER0660.The modeled gravity was interpolated from observed gravity values.
 ER0660
 ER0660;                    North         East    Units  Estimated Accuracy
 ER0660;SPC AZ E     -   362,890.      251,570.      MT  (+/- 180 meters Scaled)
 ER0660
 ER0660                          SUPERSEDED SURVEY CONTROL
 ER0660
 ER0660  NGVD 29 (??/??/92) 2107.37   (m)         6913.9    (f) COMPUTED    2 0
 ER0660
 ER0660.Superseded values are not recommended for survey control.
 ER0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0660.See file dsdata.txt to determine how the superseded data were derived.
 ER0660
 ER0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC149930(NAD 83)
 ER0660_MARKER: DB = BENCH MARK DISK
 ER0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0660_SP_SET: COPPER-CLAD STEEL ROD
 ER0660_STAMPING: 89 BKC 1968 6914
 ER0660_MARK LOGO: USGS  
 ER0660_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0660+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0660
 ER0660  HISTORY     - Date     Condition        Report By
 ER0660  HISTORY     - 1968     MONUMENTED       USGS
 ER0660  HISTORY     - 20050729 GOOD             USPSQD
 ER0660
 ER0660                          STATION DESCRIPTION
 ER0660
 ER0660'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0660'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 3.3 MILES
 ER0660'WEST ALONG U S HIGHWAY 60, 116 FEET EAST OF TELEPHONE POLE NUMBER
 ER0660'209, 75 FEET SOUTH OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, SET ON A
 ER0660'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0660
 ER0660                          STATION RECOVERY (2005)
 ER0660
 ER0660'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0660'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0551 ***********************************************************************
 ER0551  DESIGNATION -  89 DOR
 ER0551  PID         -  ER0551
 ER0551  STATE/COUNTY-  AZ/APACHE
 ER0551  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0551
 ER0551                         *CURRENT SURVEY CONTROL
 ER0551  ___________________________________________________________________
 ER0551* NAD 83(1986)-  34 58 51.     (N)    109 31 27.     (W)     SCALED    
 ER0551* NAVD 88     -      1854.074  (meters)    6082.91   (feet)  ADJUSTED  
 ER0551  ___________________________________________________________________
 ER0551  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0551  DYNAMIC HT  -        1851.432 (meters)    6074.24  (feet)  COMP
 ER0551  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 ER0551
 ER0551  VERT ORDER  -  SECOND    CLASS II
 ER0551
 ER0551.The horizontal coordinates were scaled from a topographic map and have
 ER0551.an estimated accuracy of +/- 6 seconds.
 ER0551
 ER0551.The orthometric height was determined by differential leveling
 ER0551.and adjusted in June 1991.
 ER0551
 ER0551.The geoid height was determined by GEOID03.
 ER0551
 ER0551.The dynamic height is computed by dividing the NAVD 88
 ER0551.geopotential number by the normal gravity value computed on the
 ER0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0551.degrees latitude (g = 980.6199 gals.).
 ER0551
 ER0551.The modeled gravity was interpolated from observed gravity values.
 ER0551
 ER0551;                    North         East    Units  Estimated Accuracy
 ER0551;SPC AZ E     -   441,640.      272,020.      MT  (+/- 180 meters Scaled)
 ER0551
 ER0551                          SUPERSEDED SURVEY CONTROL
 ER0551
 ER0551.No superseded survey control is available for this station.
 ER0551
 ER0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD347719(NAD 83)
 ER0551_MARKER: DB = BENCH MARK DISK
 ER0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0551_SP_SET: CONCRETE POST
 ER0551_STAMPING: 89 DOR 1972 6080
 ER0551_MARK LOGO: USGS  
 ER0551_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0551+STABILITY: SURFACE MOTION
 ER0551
 ER0551  HISTORY     - Date     Condition        Report By
 ER0551  HISTORY     - 1972     MONUMENTED       USGS
 ER0551
 ER0551                          STATION DESCRIPTION
 ER0551
 ER0551'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0551'17.4 KM (10.80 MI) SOUTH FROM NAVAJO.
 ER0551'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0551'ROAD TO A T-ROAD SOUTH, THENCE 10.7 MILES SOUTH, 370 FEET WEST OF THE
 ER0551'ROAD, 38 FEET EAST OF A FENCE, AND 1.5 FEET SOUTH OF A BRASS CAP
 ER0551'STAMPED -LS 5704 R26E R27E S1 S6 S12 S7 T18N 1972 -.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0436 ***********************************************************************
 GQ0436  DESIGNATION -  89 DOR
 GQ0436  PID         -  GQ0436
 GQ0436  STATE/COUNTY-  AZ/MOHAVE
 GQ0436  USGS QUAD   -  LIZARD POINT (1979)
 GQ0436
 GQ0436                         *CURRENT SURVEY CONTROL
 GQ0436  ___________________________________________________________________
 GQ0436* NAD 83(1986)-  36 54 41.     (N)    113 33 15.     (W)     SCALED    
 GQ0436* NAVD 88     -      1032.777  (meters)    3388.37   (feet)  POSTED    
 GQ0436  ___________________________________________________________________
 GQ0436  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 GQ0436  DYNAMIC HT  -        1031.670 (meters)    3384.74  (feet)  COMP
 GQ0436  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 GQ0436
 GQ0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0436
 GQ0436.The horizontal coordinates were scaled from a topographic map and have
 GQ0436.an estimated accuracy of +/- 6 seconds.
 GQ0436
 GQ0436.The orthometric height was determined by differential leveling
 GQ0436.and adjusted by the  in 1992.
 GQ0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0436.rate of 0.0 thru 1.0 mm/km.
 GQ0436
 GQ0436.The geoid height was determined by GEOID03.
 GQ0436
 GQ0436.The dynamic height is computed by dividing the NAVD 88
 GQ0436.geopotential number by the normal gravity value computed on the
 GQ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0436.degrees latitude (g = 980.6199 gals.).
 GQ0436
 GQ0436.The modeled gravity was interpolated from observed gravity values.
 GQ0436
 GQ0436;                    North         East    Units  Estimated Accuracy
 GQ0436;SPC AZ W     -   655,680.      230,810.      MT  (+/- 180 meters Scaled)
 GQ0436
 GQ0436                          SUPERSEDED SURVEY CONTROL
 GQ0436
 GQ0436  NGVD 29 (??/??/92) 1031.91   (m)         3385.5    (f) COMPUTED    3 0
 GQ0436
 GQ0436.Superseded values are not recommended for survey control.
 GQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0436.See file dsdata.txt to determine how the superseded data were derived.
 GQ0436
 GQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF724880(NAD 83)
 GQ0436_MARKER: DB = BENCH MARK DISK
 GQ0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0436_SP_SET: COPPER-CLAD STEEL ROD
 GQ0436_STAMPING: 89 DOR 1970 3386
 GQ0436_MARK LOGO: USGS  
 GQ0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0436
 GQ0436  HISTORY     - Date     Condition        Report By
 GQ0436  HISTORY     - 1970     MONUMENTED       USGS
 GQ0436
 GQ0436                          STATION DESCRIPTION
 GQ0436
 GQ0436'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0436'21.4 KM (13.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0436'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0436'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0436'ROAD TO THE ARIZONA STATE LINE, CONTINUE 6.6 MILES SOUTH ALONG MT.
 GQ0436'TRUMBULL ROAD, 37 FEET EAST OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED
 GQ0436'IN A PIPE PROJECTING 3-INCHES.
 GQ0436'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GQ0436'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0476 ***********************************************************************
 DV0476  DESIGNATION -  89 Z
 DV0476  PID         -  DV0476
 DV0476  STATE/COUNTY-  AZ/MARICOPA
 DV0476  USGS QUAD   -  PERRYVILLE (1982)
 DV0476
 DV0476                         *CURRENT SURVEY CONTROL
 DV0476  ___________________________________________________________________
 DV0476* NAD 83(1986)-  33 25 16.     (N)    112 29 47.     (W)     SCALED    
 DV0476* NAVD 88     -       295.68   (+/-2cm)     970.1    (feet)  VERTCON   
 DV0476  ___________________________________________________________________
 DV0476  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0476
 DV0476.The horizontal coordinates were scaled from a topographic map and have
 DV0476.an estimated accuracy of +/- 6 seconds.
 DV0476
 DV0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0476.The vertical order pertains to the NGVD 29 superseded value.
 DV0476
 DV0476.The geoid height was determined by GEOID03.
 DV0476
 DV0476;                    North         East    Units  Estimated Accuracy
 DV0476;SPC AZ C     -   268,600.      159,450.      MT  (+/- 180 meters Scaled)
 DV0476
 DV0476                          SUPERSEDED SURVEY CONTROL
 DV0476
 DV0476  NGVD 29 (??/??/92)  295.041  (m)          967.98   (f) ADJ UNCH    2 0
 DV0476
 DV0476.Superseded values are not recommended for survey control.
 DV0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0476.See file dsdata.txt to determine how the superseded data were derived.
 DV0476
 DV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB608989(NAD 83)
 DV0476_MARKER: DD = SURVEY DISK
 DV0476_SETTING: 0 = UNSPECIFIED SETTING
 DV0476_STAMPING: 89 Z 1962
 DV0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0476
 DV0476  HISTORY     - Date     Condition        Report By
 DV0476  HISTORY     - 1962     MONUMENTED       AZHD
 DV0476  HISTORY     - 1962     GOOD             NGS
 DV0476  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0476
 DV0476                          STATION DESCRIPTION
 DV0476
 DV0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0476'3 MI SW FROM PERRYVILLE.
 DV0476'1 MILE SOUTH ALONG PERRYVILLE RD. FROM THE JUNCTION OF YUMA RD AT
 DV0476'PERRYVILLE, THENCE 2 MILES WEST ALONG LOWER BUCKEYE TO THE JUNCTION OF
 DV0476'LOWER BUCKEYE AND TUTHILL RD AND THE MARK SET FLUSH WITH THE GROUND
 DV0476'ELEVATION, LOCATED 30 FT. NORTH OF THE CENTER OF LOWER BUCKEYE, 27 FT.
 DV0476'WEST OF THE CENTER OF TUTHILL RD, 1.8 FT. SOUTHEAST OF A FENCE-CORNER,
 DV0476'56 FT. NORTH OF POWER POLE NO. 14-1, 2.5 FT. SOUTH OF A WITNESS POST.
 DV0476
 DV0476                          STATION RECOVERY (2006)
 DV0476
 DV0476'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0698 ***********************************************************************
 DW0698  DESIGNATION -  890.56
 DW0698  PID         -  DW0698
 DW0698  STATE/COUNTY-  AZ/LA PAZ
 DW0698  USGS QUAD   -  QUARTZSITE (1990)
 DW0698
 DW0698                         *CURRENT SURVEY CONTROL
 DW0698  ___________________________________________________________________
 DW0698* NAD 83(1986)-  33 40 01.     (N)    114 12 40.     (W)     SCALED    
 DW0698* NAVD 88     -       272.232  (meters)     893.15   (feet)  ADJUSTED  
 DW0698  ___________________________________________________________________
 DW0698  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DW0698  DYNAMIC HT  -         271.928 (meters)     892.15  (feet)  COMP
 DW0698  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DW0698
 DW0698  VERT ORDER  -  FIRST     CLASS II
 DW0698
 DW0698.The horizontal coordinates were scaled from a topographic map and have
 DW0698.an estimated accuracy of +/- 6 seconds.
 DW0698
 DW0698.The orthometric height was determined by differential leveling
 DW0698.and adjusted in June 1991.
 DW0698
 DW0698.The geoid height was determined by GEOID03.
 DW0698
 DW0698.The dynamic height is computed by dividing the NAVD 88
 DW0698.geopotential number by the normal gravity value computed on the
 DW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0698.degrees latitude (g = 980.6199 gals.).
 DW0698
 DW0698.The modeled gravity was interpolated from observed gravity values.
 DW0698
 DW0698;                    North         East    Units  Estimated Accuracy
 DW0698;SPC AZ W     -   295,820.      170,600.      MT  (+/- 180 meters Scaled)
 DW0698
 DW0698                          SUPERSEDED SURVEY CONTROL
 DW0698
 DW0698  NGVD 29 (??/??/??)  271.567  (m)          890.97   (f) ADJUSTED    1 2
 DW0698
 DW0698.Superseded values are not recommended for survey control.
 DW0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0698.See file dsdata.txt to determine how the superseded data were derived.
 DW0698
 DW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT585287(NAD 83)
 DW0698_MARKER: DD = SURVEY DISK
 DW0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0698_SP_SET: HEADWALL
 DW0698_STAMPING: 890.56 1066+89 1932
 DW0698_MARK LOGO: AZHD  
 DW0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0698+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2007
 DW0698
 DW0698  HISTORY     - Date     Condition        Report By
 DW0698  HISTORY     - 1932     MONUMENTED       AZHD
 DW0698  HISTORY     - 1962     GOOD             NGS
 DW0698  HISTORY     - 1981     GOOD             NGS
 DW0698  HISTORY     - 19980112 MARK NOT FOUND   AZDT
 DW0698  HISTORY     - 20070301 GOOD             USPSQD
 DW0698  HISTORY     - 20090218 MARK NOT FOUND   GEOCAC
 DW0698
 DW0698                          STATION DESCRIPTION
 DW0698
 DW0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0698'1.3 MI E FROM QUARTZSITE.
 DW0698'1.3 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0698'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF
 DW0698'A 10 FOOT CONCRETE BRIDGE, 20 FEET SOUTH OF THE CENTER OF THE
 DW0698'HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 DW0698
 DW0698                          STATION RECOVERY (1981)
 DW0698
 DW0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0698'0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 95 FROM THE NORTH END OF THE
 DW0698'BRIDGE OVER INTERSTATE HIGHWAY 10, THENCE 0.55 KM (0.35 MI) EAST ALONG
 DW0698'THE INTERSTATE 10 BUSINESS ROUTE, 0.85 KM (0.55 MI) WEST OF THE NORTH
 DW0698'END OF A HIGHWAY BRIDGE, IN THE TOP CENTER OF THE SOUTH HEADWALL OF A
 DW0698'4 X 8 FOOT CONCRETE BOX CULVERT, 6.1 METERS (20.0 FT) SOUTH OF THE
 DW0698'CENTERLINE OF THE BUSINESS ROUTE.
 DW0698'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DW0698
 DW0698                          STATION RECOVERY (1998)
 DW0698
 DW0698'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DW0698'MARK NOT FOUND.
 DW0698
 DW0698                          STATION RECOVERY (2007)
 DW0698
 DW0698'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DW0698'RECOVERED AS DESCRIBED.
 DW0698
 DW0698                          STATION RECOVERY (2009)
 DW0698
 DW0698'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0698'IT APPEARS THAT THE ROAD HAS BEEN WIDENED AND DRAINAGE
 DW0698'REDONE. AT THE INDICATED LOCATION DRAINAGE IS A SERIES
 DW0698'OF CATCH BASINS WITH NO CULVERT OR HEADWALL ON THE
 DW0698'SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0795 ***********************************************************************
 DW0795  DESIGNATION -  891.25
 DW0795  PID         -  DW0795
 DW0795  STATE/COUNTY-  AZ/LA PAZ
 DW0795  USGS QUAD   -  LA PAZ MTN (1970)
 DW0795
 DW0795                         *CURRENT SURVEY CONTROL
 DW0795  ___________________________________________________________________
 DW0795* NAD 83(1986)-  33 38 04.     (N)    114 23 30.     (W)     SCALED    
 DW0795* NAVD 88     -       272.38   (+/-2cm)     893.6    (feet)  VERTCON   
 DW0795  ___________________________________________________________________
 DW0795  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DW0795  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0795
 DW0795.The horizontal coordinates were scaled from a topographic map and have
 DW0795.an estimated accuracy of +/- 6 seconds.
 DW0795
 DW0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0795.The vertical order pertains to the NGVD 29 superseded value.
 DW0795
 DW0795.The geoid height was determined by GEOID03.
 DW0795
 DW0795;                    North         East    Units  Estimated Accuracy
 DW0795;SPC AZ W     -   292,310.      153,830.      MT  (+/- 180 meters Scaled)
 DW0795
 DW0795                          SUPERSEDED SURVEY CONTROL
 DW0795
 DW0795  NGVD 29 (??/??/??)  271.683  (m)          891.35   (f) ADJUSTED    1 2
 DW0795
 DW0795.Superseded values are not recommended for survey control.
 DW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0795.See file dsdata.txt to determine how the superseded data were derived.
 DW0795
 DW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT419246(NAD 83)
 DW0795_MARKER: DD = SURVEY DISK
 DW0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0795_SP_SET: HEADWALL
 DW0795_STAMPING: 891.25 466+80 1929
 DW0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0795
 DW0795  HISTORY     - Date     Condition        Report By
 DW0795  HISTORY     - 1929     MONUMENTED       AZHD
 DW0795  HISTORY     - 1962     GOOD             NGS
 DW0795  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0795  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0795
 DW0795                          STATION DESCRIPTION
 DW0795
 DW0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0795'8.5 MI E FROM EHRENBERG.
 DW0795'7.6 MILES EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE EAST END
 DW0795'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE 0.9 MILE
 DW0795'EAST ALONG OLD U.S. HIGHWAY 60, SET IN TOP AND CENTER OF THE SOUTH
 DW0795'HEADWALL OF A 2 FOOT CONCRETE PIPE CULVERT, 18 FEET SOUTH OF THE
 DW0795'CENTER OF THE OLD HIGHWAY, AND ABOUT 2.5 FEET BELOW THE LEVEL OF
 DW0795'THE OLD HIGHWAY.
 DW0795
 DW0795                          STATION RECOVERY (1971)
 DW0795
 DW0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0795'MARK NOT FOUND.
 DW0795
 DW0795                          STATION RECOVERY (1981)
 DW0795
 DW0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0795'NOT RECOVERED. NOTE-HEADWALL DESCRIBED WAS FOUND BUT MARK WAS NOT
 DW0795'INTACT, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0702 ***********************************************************************
 DW0702  DESIGNATION -  893.03
 DW0702  PID         -  DW0702
 DW0702  STATE/COUNTY-  AZ/LA PAZ
 DW0702  USGS QUAD   -  QUARTZSITE (1990)
 DW0702
 DW0702                         *CURRENT SURVEY CONTROL
 DW0702  ___________________________________________________________________
 DW0702* NAD 83(1986)-  33 39 47.     (N)    114 14 10.     (W)     SCALED    
 DW0702* NAVD 88     -       272.975  (meters)     895.59   (feet)  ADJUSTED  
 DW0702  ___________________________________________________________________
 DW0702  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0702  DYNAMIC HT  -         272.670 (meters)     894.58  (feet)  COMP
 DW0702  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 DW0702
 DW0702  VERT ORDER  -  FIRST     CLASS II
 DW0702
 DW0702.The horizontal coordinates were scaled from a topographic map and have
 DW0702.an estimated accuracy of +/- 6 seconds.
 DW0702
 DW0702.The orthometric height was determined by differential leveling
 DW0702.and adjusted in June 1991.
 DW0702
 DW0702.The geoid height was determined by GEOID03.
 DW0702
 DW0702.The dynamic height is computed by dividing the NAVD 88
 DW0702.geopotential number by the normal gravity value computed on the
 DW0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0702.degrees latitude (g = 980.6199 gals.).
 DW0702
 DW0702.The modeled gravity was interpolated from observed gravity values.
 DW0702
 DW0702;                    North         East    Units  Estimated Accuracy
 DW0702;SPC AZ W     -   295,400.      168,280.      MT  (+/- 180 meters Scaled)
 DW0702
 DW0702                          SUPERSEDED SURVEY CONTROL
 DW0702
 DW0702  NGVD 29 (??/??/??)  272.301  (m)          893.37   (f) ADJUSTED    1 2
 DW0702
 DW0702.Superseded values are not recommended for survey control.
 DW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0702.See file dsdata.txt to determine how the superseded data were derived.
 DW0702
 DW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT562282(NAD 83)
 DW0702_MARKER: DD = SURVEY DISK
 DW0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0702_SP_SET: HEADWALL
 DW0702_STAMPING: 893.03 991+21.25 1932
 DW0702_MARK LOGO: AZHD  
 DW0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0702
 DW0702  HISTORY     - Date     Condition        Report By
 DW0702  HISTORY     - 1932     MONUMENTED       AZHD
 DW0702  HISTORY     - 1962     GOOD             NGS
 DW0702  HISTORY     - 1981     GOOD             NGS
 DW0702  HISTORY     - 19980113 MARK NOT FOUND   AZDT
 DW0702
 DW0702                          STATION DESCRIPTION
 DW0702
 DW0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0702'0.4 MI W FROM QUARTZSITE.
 DW0702'0.4 MILE WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0702'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A
 DW0702'15 FOOT CONCRETE BRIDGE WITH 2 OPENINGS, 95 FEET EAST OF THE
 DW0702'CENTER OF A GRAVEL ROAD LEADING NORTH TO THE QUARTZSITE CEMETERY,
 DW0702'14 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND IS ABOUT LEVEL
 DW0702'WITH THE HIGHWAY.
 DW0702
 DW0702                          STATION RECOVERY (1981)
 DW0702
 DW0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0702'1.7 KM (1.05 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0702'HIGHWAY 95 OVERPASS IN QUARTZSITE, THENCE 0.2 KM (0.1 MI) NORTH ALONG
 DW0702'A SMALL DRY WASH, AT THE JUNCTION OF THE INTERSTATE 10 BUSINESS ROUTE,
 DW0702'ALSO 0.6 KM (0.4 MI) EAST OF THE NORTH END OF THE WEST INTERSTATE 10
 DW0702'BUSINESS ROUTE BRIDGE, SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF
 DW0702'A DOUBLE BOX CULVERT, 4.3 METERS (14.0 FT) SOUTH OF THE CENTERLINE OF
 DW0702'THE BUSINESS ROUTE, 28.9 METERS (95.0 FT) EAST OF THE EXTENDED
 DW0702'CENTERLINE OF A DIRT ROAD LEADING NORTH TO THE QUARTZSITE CEMETARY AND
 DW0702'HI JOLLY MONUMENT.
 DW0702'THE MARK IS ABOVE LEVEL WITH BUSINESS ROUTE CENTERLINE.
 DW0702
 DW0702                          STATION RECOVERY (1998)
 DW0702
 DW0702'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 DW0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0704 ***********************************************************************
 DW0704  DESIGNATION -  898.12
 DW0704  PID         -  DW0704
 DW0704  STATE/COUNTY-  AZ/LA PAZ
 DW0704  USGS QUAD   -  QUARTZSITE (1990)
 DW0704
 DW0704                         *CURRENT SURVEY CONTROL
 DW0704  ___________________________________________________________________
 DW0704* NAD 83(1986)-  33 39 45.     (N)    114 14 17.     (W)     SCALED    
 DW0704* NAVD 88     -       274.76   (+/-2cm)     901.4    (feet)  VERTCON   
 DW0704  ___________________________________________________________________
 DW0704  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0704  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0704
 DW0704.The horizontal coordinates were scaled from a topographic map and have
 DW0704.an estimated accuracy of +/- 6 seconds.
 DW0704
 DW0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0704.The vertical order pertains to the NGVD 29 superseded value.
 DW0704
 DW0704.The geoid height was determined by GEOID03.
 DW0704
 DW0704;                    North         East    Units  Estimated Accuracy
 DW0704;SPC AZ W     -   295,340.      168,100.      MT  (+/- 180 meters Scaled)
 DW0704
 DW0704                          SUPERSEDED SURVEY CONTROL
 DW0704
 DW0704  NGVD 29 (??/??/??)  274.087  (m)          899.23   (f) ADJUSTED    1 2
 DW0704
 DW0704.Superseded values are not recommended for survey control.
 DW0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0704.See file dsdata.txt to determine how the superseded data were derived.
 DW0704
 DW0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT561281(NAD 83)
 DW0704_MARKER: DD = SURVEY DISK
 DW0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0704_SP_SET: PORCH
 DW0704_STAMPING: 898.12
 DW0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0704
 DW0704  HISTORY     - Date     Condition        Report By
 DW0704  HISTORY     - UNK      MONUMENTED       AZHD
 DW0704  HISTORY     - 1934     GOOD             NGS
 DW0704  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0704
 DW0704                          STATION DESCRIPTION
 DW0704
 DW0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0704'AT QUARTZSITE.
 DW0704'AT QUARTZSITE, YUMA COUNTY, ON U.S. HIGHWAY 60, IN THE CONCRETE
 DW0704'PORCH OF THE W.G. KEISER STORE, AND 20 FEET NORTH OF THE
 DW0704'CENTERLINE OF THE HIGHWAY.  AN ARIZONA HIGHWAY DEPARTMENT
 DW0704'STANDARD DISK, STAMPED 898.12.
 DW0704
 DW0704                          STATION RECOVERY (1981)
 DW0704
 DW0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0704'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0794 ***********************************************************************
 DW0794  DESIGNATION -  899.15
 DW0794  PID         -  DW0794
 DW0794  STATE/COUNTY-  AZ/LA PAZ
 DW0794  USGS QUAD   -  LA PAZ MTN (1970)
 DW0794
 DW0794                         *CURRENT SURVEY CONTROL
 DW0794  ___________________________________________________________________
 DW0794* NAD 83(1986)-  33 38 10.     (N)    114 23 23.     (W)     SCALED    
 DW0794* NAVD 88     -       274.79   (+/-2cm)     901.5    (feet)  VERTCON   
 DW0794  ___________________________________________________________________
 DW0794  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DW0794  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0794
 DW0794.The horizontal coordinates were scaled from a topographic map and have
 DW0794.an estimated accuracy of +/- 6 seconds.
 DW0794
 DW0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0794.The vertical order pertains to the NGVD 29 superseded value.
 DW0794
 DW0794.The geoid height was determined by GEOID03.
 DW0794
 DW0794;                    North         East    Units  Estimated Accuracy
 DW0794;SPC AZ W     -   292,490.      154,010.      MT  (+/- 180 meters Scaled)
 DW0794
 DW0794                          SUPERSEDED SURVEY CONTROL
 DW0794
 DW0794  NGVD 29 (??/??/??)  274.093  (m)          899.25   (f) ADJUSTED    1 2
 DW0794
 DW0794.Superseded values are not recommended for survey control.
 DW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0794.See file dsdata.txt to determine how the superseded data were derived.
 DW0794
 DW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT421248(NAD 83)
 DW0794_MARKER: DD = SURVEY DISK
 DW0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0794_SP_SET: HEADWALL
 DW0794_STAMPING: 899.15 472+98.25 1929
 DW0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0794
 DW0794  HISTORY     - Date     Condition        Report By
 DW0794  HISTORY     - 1929     MONUMENTED       AZHD
 DW0794  HISTORY     - 1971     GOOD             USGS
 DW0794  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0794
 DW0794                          STATION DESCRIPTION
 DW0794
 DW0794'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DW0794'7.6 MI E FROM EHRENBERG.
 DW0794'7.6 MI. EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE HIGHWAY BRIDGE
 DW0794'OVER THE COLORADO RIVER.  8.6 MI. EAST ALONG INTERSTATE HIGHWAY
 DW0794'10 FROM THE BRIDGE OVER THE COLORADO RIVER, 40 FT. SOUTH AND
 DW0794'3 FT. LOWER THAN THE CENTERLINE OF THE EASTBOUND LANES, SET IN
 DW0794'THE TOP AND CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 DW0794'AN ARIZONA HIGHWAY DEPARTMENT STANDARD DISK STAMPED 899.15
 DW0794'472 + 98.25 1929.
 DW0794
 DW0794                          STATION RECOVERY (1981)
 DW0794
 DW0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0794'NOT RECOVERED. NOTE-OLD BRIDGE AND HEADWALL DESCRIBED ARE GONE, MARK
 DW0794'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0172 ***********************************************************************
 FQ0172  DESIGNATION -  9
 FQ0172  PID         -  FQ0172
 FQ0172  STATE/COUNTY-  AZ/COCONINO
 FQ0172  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0172
 FQ0172                         *CURRENT SURVEY CONTROL
 FQ0172  ___________________________________________________________________
 FQ0172* NAD 83(1986)-  35 51 51.     (N)    111 29 04.     (W)     SCALED    
 FQ0172* NAVD 88     -      1425.019  (meters)    4675.25   (feet)  POSTED    
 FQ0172  ___________________________________________________________________
 FQ0172  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FQ0172  DYNAMIC HT  -        1423.230 (meters)    4669.38  (feet)  COMP
 FQ0172  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 FQ0172
 FQ0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0172
 FQ0172.The horizontal coordinates were scaled from a topographic map and have
 FQ0172.an estimated accuracy of +/- 6 seconds.
 FQ0172
 FQ0172.The orthometric height was determined by differential leveling
 FQ0172.and adjusted by the  in 1992.
 FQ0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0172.rate of 0.0 thru 1.0 mm/km.
 FQ0172
 FQ0172.The geoid height was determined by GEOID03.
 FQ0172
 FQ0172.The dynamic height is computed by dividing the NAVD 88
 FQ0172.geopotential number by the normal gravity value computed on the
 FQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0172.degrees latitude (g = 980.6199 gals.).
 FQ0172
 FQ0172.The modeled gravity was interpolated from observed gravity values.
 FQ0172
 FQ0172;                    North         East    Units  Estimated Accuracy
 FQ0172;SPC AZ C     -   539,530.      252,390.      MT  (+/- 180 meters Scaled)
 FQ0172
 FQ0172                          SUPERSEDED SURVEY CONTROL
 FQ0172
 FQ0172  NGVD 29 (??/??/92) 1424.140  (m)         4672.37   (f) ADJ UNCH    2 0
 FQ0172
 FQ0172.Superseded values are not recommended for survey control.
 FQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0172.See file dsdata.txt to determine how the superseded data were derived.
 FQ0172
 FQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE562689(NAD 83)
 FQ0172_MARKER: P = PIPE CAP
 FQ0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0172
 FQ0172  HISTORY     - Date     Condition        Report By
 FQ0172  HISTORY     - UNK      MONUMENTED       BPR
 FQ0172  HISTORY     - 1934     GOOD             NGS
 FQ0172
 FQ0172                          STATION DESCRIPTION
 FQ0172
 FQ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0172'5.7 MI W FROM CAMERON.
 FQ0172'ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0172'COUNTY, AND 105 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 FQ0172'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 9 AND
 FQ0172'FASTENED ON THE TOP OF A 2-1/2-INCH GALVANIZED-IRON PIPE PROJECTING
 FQ0172'ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1596 ***********************************************************************
 DV1596  DESIGNATION -  9 A
 DV1596  PID         -  DV1596
 DV1596  STATE/COUNTY-  AZ/LA PAZ
 DV1596  USGS QUAD   -  VICKSBURG (1990)
 DV1596
 DV1596                         *CURRENT SURVEY CONTROL
 DV1596  ___________________________________________________________________
 DV1596* NAD 83(1986)-  33 38 34.     (N)    113 51 47.     (W)     SCALED    
 DV1596* NAVD 88     -       377.68   (+/-2cm)    1239.1    (feet)  VERTCON   
 DV1596  ___________________________________________________________________
 DV1596  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1596
 DV1596.The horizontal coordinates were scaled from a topographic map and have
 DV1596.an estimated accuracy of +/- 6 seconds.
 DV1596
 DV1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1596.The vertical order pertains to the NGVD 29 superseded value.
 DV1596
 DV1596.The geoid height was determined by GEOID03.
 DV1596
 DV1596;                    North         East    Units  Estimated Accuracy
 DV1596;SPC AZ W     -   293,050.      202,870.      MT  (+/- 180 meters Scaled)
 DV1596
 DV1596                          SUPERSEDED SURVEY CONTROL
 DV1596
 DV1596  NGVD 29 (??/??/92)  377.011  (m)         1236.91   (f) ADJ UNCH    2 0
 DV1596
 DV1596.Superseded values are not recommended for survey control.
 DV1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1596.See file dsdata.txt to determine how the superseded data were derived.
 DV1596
 DV1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC344262(NAD 83)
 DV1596_MARKER: DD = SURVEY DISK
 DV1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1596_STAMPING: 9 A 1962
 DV1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1596+STABILITY: SURFACE MOTION
 DV1596
 DV1596  HISTORY     - Date     Condition        Report By
 DV1596  HISTORY     - 1962     MONUMENTED       AZHD
 DV1596
 DV1596                          STATION DESCRIPTION
 DV1596
 DV1596'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1596'8.35 MI SE FROM BRENDA.
 DV1596'0.5 MILES EAST-SOUTHEAST OF Z 395 . AN ARIZONA HIGHWAY DEPARTMENT
 DV1596'DISK STAMPED 9 A 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV1596'GROUND, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV1596'HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0768 ***********************************************************************
 FQ0768  DESIGNATION -  9 HLS
 FQ0768  PID         -  FQ0768
 FQ0768  STATE/COUNTY-  AZ/NAVAJO
 FQ0768  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0768
 FQ0768                         *CURRENT SURVEY CONTROL
 FQ0768  ___________________________________________________________________
 FQ0768* NAD 83(1986)-  35 05 23.     (N)    110 21 17.     (W)     SCALED    
 FQ0768* NAVD 88     -      1553.202  (meters)    5095.80   (feet)  ADJUSTED  
 FQ0768  ___________________________________________________________________
 FQ0768  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FQ0768  DYNAMIC HT  -        1551.121 (meters)    5088.97  (feet)  COMP
 FQ0768  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 FQ0768
 FQ0768  VERT ORDER  -  THIRD
 FQ0768
 FQ0768.The horizontal coordinates were scaled from a topographic map and have
 FQ0768.an estimated accuracy of +/- 6 seconds.
 FQ0768
 FQ0768.The orthometric height was determined by differential leveling
 FQ0768.and adjusted in June 1991.
 FQ0768
 FQ0768.The geoid height was determined by GEOID03.
 FQ0768
 FQ0768.The dynamic height is computed by dividing the NAVD 88
 FQ0768.geopotential number by the normal gravity value computed on the
 FQ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0768.degrees latitude (g = 980.6199 gals.).
 FQ0768
 FQ0768.The modeled gravity was interpolated from observed gravity values.
 FQ0768
 FQ0768;                    North         East    Units  Estimated Accuracy
 FQ0768;SPC AZ E     -   453,540.      196,210.      MT  (+/- 180 meters Scaled)
 FQ0768
 FQ0768                          SUPERSEDED SURVEY CONTROL
 FQ0768
 FQ0768.No superseded survey control is available for this station.
 FQ0768
 FQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD588831(NAD 83)
 FQ0768_MARKER: DB = BENCH MARK DISK
 FQ0768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0768_SP_SET: COPPER-CLAD STEEL ROD
 FQ0768_STAMPING: 9 HLS 1970 5093
 FQ0768_MARK LOGO: USGS  
 FQ0768_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0768+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0768
 FQ0768  HISTORY     - Date     Condition        Report By
 FQ0768  HISTORY     - 1970     MONUMENTED       USGS
 FQ0768
 FQ0768                          STATION DESCRIPTION
 FQ0768
 FQ0768'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0768'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0768'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0768'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 3.9 MILES
 FQ0768'NORTHEAST ALONG THE ROAD, 33 FEET NORTHWEST OF THE CENTERLINE OF THE
 FQ0768'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST.  A COPPER-CLAD STEEL ROD
 FQ0768'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0870 ***********************************************************************
 FQ0870  DESIGNATION -  9 JRH
 FQ0870  PID         -  FQ0870
 FQ0870  STATE/COUNTY-  AZ/COCONINO
 FQ0870  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0870
 FQ0870                         *CURRENT SURVEY CONTROL
 FQ0870  ___________________________________________________________________
 FQ0870* NAD 83(1986)-  35 37 22.     (N)    111 44 23.     (W)     SCALED    
 FQ0870* NAVD 88     -      1853.731  (meters)    6081.78   (feet)  POSTED    
 FQ0870  ___________________________________________________________________
 FQ0870  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0870  DYNAMIC HT  -        1851.250 (meters)    6073.64  (feet)  COMP
 FQ0870  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 FQ0870
 FQ0870  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0870
 FQ0870.The horizontal coordinates were scaled from a topographic map and have
 FQ0870.an estimated accuracy of +/- 6 seconds.
 FQ0870
 FQ0870.The orthometric height was determined by differential leveling
 FQ0870.and adjusted by the  in 1992.
 FQ0870.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0870.rate of 0.0 thru 1.0 mm/km.
 FQ0870
 FQ0870.The geoid height was determined by GEOID03.
 FQ0870
 FQ0870.The dynamic height is computed by dividing the NAVD 88
 FQ0870.geopotential number by the normal gravity value computed on the
 FQ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0870.degrees latitude (g = 980.6199 gals.).
 FQ0870
 FQ0870.The modeled gravity was interpolated from observed gravity values.
 FQ0870
 FQ0870;                    North         East    Units  Estimated Accuracy
 FQ0870;SPC AZ C     -   512,680.      229,390.      MT  (+/- 180 meters Scaled)
 FQ0870
 FQ0870                          SUPERSEDED SURVEY CONTROL
 FQ0870
 FQ0870.No superseded survey control is available for this station.
 FQ0870
 FQ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE330423(NAD 83)
 FQ0870_MARKER: DB = BENCH MARK DISK
 FQ0870_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0870_SP_SET: ROCK OUTCROP
 FQ0870_STAMPING: 9 JRH 1959 6079
 FQ0870_MARK LOGO: USGS  
 FQ0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0870+STABILITY: POSITION/ELEVATION WELL
 FQ0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0870+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0870
 FQ0870  HISTORY     - Date     Condition        Report By
 FQ0870  HISTORY     - 1959     MONUMENTED       USGS
 FQ0870
 FQ0870                          STATION DESCRIPTION
 FQ0870
 FQ0870'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0870'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0870'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0870'LOOKOUT TOWER, PROCEED 30.6 MILES SOUTH, 1.8 MILES NORTHEAST OF TUB
 FQ0870'RANCH, 173 FEET EAST OF THE CENTER OF THE ROAD, IN LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0283 ***********************************************************************
 DV0283  DESIGNATION -  9 LUKE FIELD
 DV0283  PID         -  DV0283
 DV0283  STATE/COUNTY-  AZ/MARICOPA
 DV0283  USGS QUAD   -  WADDELL (1975)
 DV0283
 DV0283                         *CURRENT SURVEY CONTROL
 DV0283  ___________________________________________________________________
 DV0283* NAD 83(1986)-  33 31 53.     (N)    112 22 45.     (W)     SCALED    
 DV0283* NAVD 88     -       329.01   (+/-2cm)    1079.4    (feet)  VERTCON   
 DV0283  ___________________________________________________________________
 DV0283  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0283
 DV0283.The horizontal coordinates were scaled from a topographic map and have
 DV0283.an estimated accuracy of +/- 6 seconds.
 DV0283
 DV0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0283.The vertical order pertains to the NGVD 29 superseded value.
 DV0283
 DV0283.The geoid height was determined by GEOID03.
 DV0283
 DV0283;                    North         East    Units  Estimated Accuracy
 DV0283;SPC AZ C     -   280,780.      170,400.      MT  (+/- 180 meters Scaled)
 DV0283
 DV0283                          SUPERSEDED SURVEY CONTROL
 DV0283
 DV0283  NGVD 29 (??/??/92)  328.472  (m)         1077.66   (f) ADJ UNCH    2 0
 DV0283
 DV0283.Superseded values are not recommended for survey control.
 DV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0283.See file dsdata.txt to determine how the superseded data were derived.
 DV0283
 DV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC719110(NAD 83)
 DV0283_MARKER: O = CHISELED CIRCLE
 DV0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0283_SP_SET: HEADWALL
 DV0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0283
 DV0283  HISTORY     - Date     Condition        Report By
 DV0283  HISTORY     - UNK      MONUMENTED       DOD
 DV0283  HISTORY     - 1945     GOOD             NGS
 DV0283
 DV0283                          STATION DESCRIPTION
 DV0283
 DV0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0283'IN LUKE FIELD.
 DV0283'AT LUKE FIELD, MARICOPA COUNTY, 1.0 MILE SOUTHWEST OF HANGAR AT-6 PLM,
 DV0283'200 FEET WEST OF THE WEST END OF THE SKEET RANGE, AND ON THE TOP OF
 DV0283'THE NORTHWEST CORNER OF THE WEST CONCRETE HEADWALL OF DRAINAGE LINE 4.
 DV0283'A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0661 ***********************************************************************
 ER0661  DESIGNATION -  90 BKC
 ER0661  PID         -  ER0661
 ER0661  STATE/COUNTY-  AZ/APACHE
 ER0661  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0661
 ER0661                         *CURRENT SURVEY CONTROL
 ER0661  ___________________________________________________________________
 ER0661* NAD 83(1986)-  34 16 27.     (N)    109 46 17.     (W)     SCALED    
 ER0661* NAVD 88     -      2080.709  (meters)    6826.46   (feet)  ADJUSTED  
 ER0661  ___________________________________________________________________
 ER0661  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ER0661  DYNAMIC HT  -        2077.559 (meters)    6816.12  (feet)  COMP
 ER0661  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 ER0661
 ER0661  VERT ORDER  -  SECOND    CLASS 0
 ER0661
 ER0661.The horizontal coordinates were scaled from a topographic map and have
 ER0661.an estimated accuracy of +/- 6 seconds.
 ER0661
 ER0661.The orthometric height was determined by differential leveling
 ER0661.and adjusted in June 1991.
 ER0661
 ER0661.The geoid height was determined by GEOID03.
 ER0661
 ER0661.The dynamic height is computed by dividing the NAVD 88
 ER0661.geopotential number by the normal gravity value computed on the
 ER0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0661.degrees latitude (g = 980.6199 gals.).
 ER0661
 ER0661.The modeled gravity was interpolated from observed gravity values.
 ER0661
 ER0661;                    North         East    Units  Estimated Accuracy
 ER0661;SPC AZ E     -   363,130.      249,760.      MT  (+/- 180 meters Scaled)
 ER0661
 ER0661                          SUPERSEDED SURVEY CONTROL
 ER0661
 ER0661  NGVD 29 (??/??/92) 2079.80   (m)         6823.5    (f) COMPUTED    2 0
 ER0661
 ER0661.Superseded values are not recommended for survey control.
 ER0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0661.See file dsdata.txt to determine how the superseded data were derived.
 ER0661
 ER0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC130932(NAD 83)
 ER0661_MARKER: DB = BENCH MARK DISK
 ER0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0661_SP_SET: COPPER-CLAD STEEL ROD
 ER0661_STAMPING: 90 BKC 1968 6824
 ER0661_MARK LOGO: USGS  
 ER0661_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0661+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0661
 ER0661  HISTORY     - Date     Condition        Report By
 ER0661  HISTORY     - 1968     MONUMENTED       USGS
 ER0661  HISTORY     - 20050729 GOOD             USPSQD
 ER0661
 ER0661                          STATION DESCRIPTION
 ER0661
 ER0661'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0661'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 5.5 MILES
 ER0661'WEST ALONG U S HIGHWAY 60, 95 FEET SOUTHWEST OF A 10-INCH PINE TREE,
 ER0661'73 FEET SOUTH OF THE HIGHWAY, 6 FEET WEST OF A TELEPHONE POLE, 2 FEET
 ER0661'NORTHWEST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0661'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0661
 ER0661                          STATION RECOVERY (2005)
 ER0661
 ER0661'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0661'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0552 ***********************************************************************
 ER0552  DESIGNATION -  90 DOR
 ER0552  PID         -  ER0552
 ER0552  STATE/COUNTY-  AZ/APACHE
 ER0552  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0552
 ER0552                         *CURRENT SURVEY CONTROL
 ER0552  ___________________________________________________________________
 ER0552* NAD 83(1986)-  34 57 44.     (N)    109 31 27.     (W)     SCALED    
 ER0552* NAVD 88     -      1867.141  (meters)    6125.78   (feet)  ADJUSTED  
 ER0552  ___________________________________________________________________
 ER0552  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0552  DYNAMIC HT  -        1864.477 (meters)    6117.04  (feet)  COMP
 ER0552  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 ER0552
 ER0552  VERT ORDER  -  SECOND    CLASS II
 ER0552
 ER0552.The horizontal coordinates were scaled from a topographic map and have
 ER0552.an estimated accuracy of +/- 6 seconds.
 ER0552
 ER0552.The orthometric height was determined by differential leveling
 ER0552.and adjusted in June 1991.
 ER0552
 ER0552.The geoid height was determined by GEOID03.
 ER0552
 ER0552.The dynamic height is computed by dividing the NAVD 88
 ER0552.geopotential number by the normal gravity value computed on the
 ER0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0552.degrees latitude (g = 980.6199 gals.).
 ER0552
 ER0552.The modeled gravity was interpolated from observed gravity values.
 ER0552
 ER0552;                    North         East    Units  Estimated Accuracy
 ER0552;SPC AZ E     -   439,570.      272,030.      MT  (+/- 180 meters Scaled)
 ER0552
 ER0552                          SUPERSEDED SURVEY CONTROL
 ER0552
 ER0552.No superseded survey control is available for this station.
 ER0552
 ER0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD347698(NAD 83)
 ER0552_MARKER: DB = BENCH MARK DISK
 ER0552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0552_SP_SET: CONCRETE BASE OF A WINDMILL
 ER0552_STAMPING: 90 DOR 1972 6123
 ER0552_MARK LOGO: USGS  
 ER0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0552+STABILITY: SURFACE MOTION
 ER0552
 ER0552  HISTORY     - Date     Condition        Report By
 ER0552  HISTORY     - 1972     MONUMENTED       USGS
 ER0552
 ER0552                          STATION DESCRIPTION
 ER0552
 ER0552'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0552'19.6 KM (12.20 MI) SOUTH FROM NAVAJO.
 ER0552'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0552'TO A T-ROAD SOUTH, THENCE 12.1 MILES SOUTH TO A WINDMILL, 0.2 MILES
 ER0552'NORTH OF A CATTLEGUARD, 28 FEET NORTH OF A STEEL TANK, 24 FEET EAST
 ER0552'OF A FENCE, 1.5 FEET WEST OF A WELL, IN THE 13.5-FOOT CONCRETE BASE
 ER0552'OF A WINDMILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0437 ***********************************************************************
 GQ0437  DESIGNATION -  90 DOR
 GQ0437  PID         -  GQ0437
 GQ0437  STATE/COUNTY-  AZ/MOHAVE
 GQ0437  USGS QUAD   -  LIZARD POINT (1979)
 GQ0437
 GQ0437                         *CURRENT SURVEY CONTROL
 GQ0437  ___________________________________________________________________
 GQ0437* NAD 83(1986)-  36 54 07.     (N)    113 33 55.     (W)     SCALED    
 GQ0437* NAVD 88     -      1074.613  (meters)    3525.63   (feet)  POSTED    
 GQ0437  ___________________________________________________________________
 GQ0437  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 GQ0437  DYNAMIC HT  -        1073.470 (meters)    3521.88  (feet)  COMP
 GQ0437  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 GQ0437
 GQ0437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0437
 GQ0437.The horizontal coordinates were scaled from a topographic map and have
 GQ0437.an estimated accuracy of +/- 6 seconds.
 GQ0437
 GQ0437.The orthometric height was determined by differential leveling
 GQ0437.and adjusted by the  in 1992.
 GQ0437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0437.rate of 0.0 thru 1.0 mm/km.
 GQ0437
 GQ0437.The geoid height was determined by GEOID03.
 GQ0437
 GQ0437.The dynamic height is computed by dividing the NAVD 88
 GQ0437.geopotential number by the normal gravity value computed on the
 GQ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0437.degrees latitude (g = 980.6199 gals.).
 GQ0437
 GQ0437.The modeled gravity was interpolated from observed gravity values.
 GQ0437
 GQ0437;                    North         East    Units  Estimated Accuracy
 GQ0437;SPC AZ W     -   654,630.      229,820.      MT  (+/- 180 meters Scaled)
 GQ0437
 GQ0437                          SUPERSEDED SURVEY CONTROL
 GQ0437
 GQ0437.No superseded survey control is available for this station.
 GQ0437
 GQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF714870(NAD 83)
 GQ0437_MARKER: DB = BENCH MARK DISK
 GQ0437_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0437_SP_SET: ROCK OUTCROP
 GQ0437_STAMPING: 90 DOR 1970 3523
 GQ0437_MARK LOGO: USGS  
 GQ0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0437+STABILITY: POSITION/ELEVATION WELL
 GQ0437
 GQ0437  HISTORY     - Date     Condition        Report By
 GQ0437  HISTORY     - 1970     MONUMENTED       USGS
 GQ0437
 GQ0437                          STATION DESCRIPTION
 GQ0437
 GQ0437'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0437'23.0 KM (14.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0437'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0437'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0437'ROAD TO THE ARIZONA STATE LINE, CONTINUE 7.6 MILES SOUTH ALONG MT.
 GQ0437'TRUMBULL ROAD TO A CATTLEGUARD, 100 FEET NORTHWEST OF THE ROAD.
 GQ0437'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0313 ***********************************************************************
 CY0313  DESIGNATION -  90 H
 CY0313  PID         -  CY0313
 CY0313  STATE/COUNTY-  AZ/COCHISE
 CY0313  USGS QUAD   -  VANAR NW (1987)
 CY0313
 CY0313                         *CURRENT SURVEY CONTROL
 CY0313  ___________________________________________________________________
 CY0313* NAD 83(1986)-  32 14 59.     (N)    109 08 26.     (W)     SCALED    
 CY0313* NAVD 88     -      1156.568  (meters)    3794.51   (feet)  ADJUSTED  
 CY0313  ___________________________________________________________________
 CY0313  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CY0313  DYNAMIC HT  -        1154.851 (meters)    3788.87  (feet)  COMP
 CY0313  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 CY0313
 CY0313  VERT ORDER  -  FIRST     CLASS II
 CY0313
 CY0313.The horizontal coordinates were scaled from a topographic map and have
 CY0313.an estimated accuracy of +/- 6 seconds.
 CY0313
 CY0313.The orthometric height was determined by differential leveling
 CY0313.and adjusted in June 1991.
 CY0313
 CY0313.The geoid height was determined by GEOID03.
 CY0313
 CY0313.The dynamic height is computed by dividing the NAVD 88
 CY0313.geopotential number by the normal gravity value computed on the
 CY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0313.degrees latitude (g = 980.6199 gals.).
 CY0313
 CY0313.The modeled gravity was interpolated from observed gravity values.
 CY0313
 CY0313;                    North         East    Units  Estimated Accuracy
 CY0313;SPC AZ E     -   139,020.      310,050.      MT  (+/- 180 meters Scaled)
 CY0313
 CY0313                          SUPERSEDED SURVEY CONTROL
 CY0313
 CY0313  NGVD 29 (??/??/92) 1156.357  (m)         3793.81   (f) ADJ UNCH    1 2
 CY0313
 CY0313.Superseded values are not recommended for survey control.
 CY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0313.See file dsdata.txt to determine how the superseded data were derived.
 CY0313
 CY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA751696(NAD 83)
 CY0313_MARKER: P = PIPE CAP
 CY0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0313_STAMPING: 90 H 1907
 CY0313_PROJECTION: PROJECTING 47 CENTIMETERS
 CY0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0313
 CY0313  HISTORY     - Date     Condition        Report By
 CY0313  HISTORY     - 1907     MONUMENTED       USGS
 CY0313  HISTORY     - 1952     GOOD             NGS
 CY0313  HISTORY     - 1960     GOOD             NGS
 CY0313  HISTORY     - 1979     GOOD             NGS
 CY0313
 CY0313                          STATION DESCRIPTION
 CY0313
 CY0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0313'2.5 MI W FROM VANAR.
 CY0313'2.5 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0313'STATION SIGN AT VANAR, 5.1 MILES EAST OF SAN SIMON, 2.5 MILES
 CY0313'SOUTHEAST OF AN ARIZONA TRUCK CHECKING STATION, 350 FEET NORTH OF
 CY0313'STATE HIGHWAY 86, 100 FEET NORTH OF THE TRACK, AND AT THE RAILROAD
 CY0313'RIGHT-OF-WAY FENCE.  A UNITED STATE GEOLOGICAL SURVEY STANDARD CAP,
 CY0313'STAMPED 90 H 1907 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 CY0313
 CY0313                          STATION RECOVERY (1960)
 CY0313
 CY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0313'RECOVERED IN GOOD CONDITION.
 CY0313
 CY0313                          STATION RECOVERY (1979)
 CY0313
 CY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0313'8.0 KILOMETERS (5.05 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0313'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0313'0.4 KILOMETER (0.25 MILE) WEST OF A POWER LINE CROSSING,
 CY0313'128.0 METERS (420 FEET) EAST OF RAILROAD CULVERT 1119.32,
 CY0313'30.7 METERS (98.7 FEET) NORTH OF THE NORTH RAIL,
 CY0313'0.9 METER (2.0 FEET) NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 CY0313'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 CY0313'THE MARK IS 2.0 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0477 ***********************************************************************
 DV0477  DESIGNATION -  90 Z
 DV0477  PID         -  DV0477
 DV0477  STATE/COUNTY-  AZ/MARICOPA
 DV0477  USGS QUAD   -  PERRYVILLE (1982)
 DV0477
 DV0477                         *CURRENT SURVEY CONTROL
 DV0477  ___________________________________________________________________
 DV0477* NAD 83(1986)-  33 25 15.     (N)    112 28 44.     (W)     SCALED    
 DV0477* NAVD 88     -       291.75   (+/-2cm)     957.2    (feet)  VERTCON   
 DV0477  ___________________________________________________________________
 DV0477  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0477
 DV0477.The horizontal coordinates were scaled from a topographic map and have
 DV0477.an estimated accuracy of +/- 6 seconds.
 DV0477
 DV0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0477.The vertical order pertains to the NGVD 29 superseded value.
 DV0477
 DV0477.The geoid height was determined by GEOID03.
 DV0477
 DV0477;                    North         East    Units  Estimated Accuracy
 DV0477;SPC AZ C     -   268,560.      161,070.      MT  (+/- 180 meters Scaled)
 DV0477
 DV0477                          SUPERSEDED SURVEY CONTROL
 DV0477
 DV0477  NGVD 29 (??/??/92)  291.112  (m)          955.09   (f) ADJ UNCH    2 0
 DV0477
 DV0477.Superseded values are not recommended for survey control.
 DV0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0477.See file dsdata.txt to determine how the superseded data were derived.
 DV0477
 DV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB625989(NAD 83)
 DV0477_MARKER: DD = SURVEY DISK
 DV0477_SETTING: 0 = UNSPECIFIED SETTING
 DV0477_STAMPING: 90 Z 1962
 DV0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0477
 DV0477  HISTORY     - Date     Condition        Report By
 DV0477  HISTORY     - 1962     MONUMENTED       AZHD
 DV0477  HISTORY     - 1962     GOOD             NGS
 DV0477  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0477
 DV0477                          STATION DESCRIPTION
 DV0477
 DV0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0477'2 MI SW FROM PERRYVILLE.
 DV0477'1 MILE SOUTH ALONG PERRYVILLE RD. FROM THE TOWN LIMITS OF PERRYVILLE
 DV0477'AND JUNCTION OF YUMA RD, THENCE 1 MILE WEST ALONG LOWER BUCKEYE RD. TO
 DV0477'THE JUNCTION OF JACKRABBIT RD, AND THE MARK SET FLUSH WITH THE GROUND
 DV0477'ELEVATION, LOCATED 25 FT SOUTH OF THE CENTER OF LOWER BUCKEYE, 81 FT.
 DV0477'WEST OF THE CENTER OF JACKRABBIT RD, 2.4 FT. EAST OF A WITNESS POST,
 DV0477'11 FT. NORTH OF A FENCE AROUND A POWER RELAY STATION, AND 5 FT. EAST
 DV0477'OF A POWER LINE POLE.
 DV0477
 DV0477                          STATION RECOVERY (2006)
 DV0477
 DV0477'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0035 ***********************************************************************
 CZ0035  DESIGNATION -  90+85.96
 CZ0035  PID         -  CZ0035
 CZ0035  STATE/COUNTY-  AZ/PIMA
 CZ0035  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0035
 CZ0035                         *CURRENT SURVEY CONTROL
 CZ0035  ___________________________________________________________________
 CZ0035* NAD 83(1986)-  32 15 08.     (N)    110 59 39.     (W)     SCALED    
 CZ0035* NAVD 88     -       704.44   (+/-2cm)    2311.2    (feet)  VERTCON   
 CZ0035  ___________________________________________________________________
 CZ0035  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0035  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0035
 CZ0035.The horizontal coordinates were scaled from a topographic map and have
 CZ0035.an estimated accuracy of +/- 6 seconds.
 CZ0035
 CZ0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0035.The vertical order pertains to the NGVD 29 superseded value.
 CZ0035
 CZ0035.The geoid height was determined by GEOID03.
 CZ0035
 CZ0035;                    North         East    Units  Estimated Accuracy
 CZ0035;SPC AZ C     -   139,210.      300,280.      MT  (+/- 180 meters Scaled)
 CZ0035
 CZ0035                          SUPERSEDED SURVEY CONTROL
 CZ0035
 CZ0035  NGVD 29 (??/??/92)  703.775  (m)         2308.97   (f) ADJ UNCH    1 2
 CZ0035
 CZ0035.Superseded values are not recommended for survey control.
 CZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0035.See file dsdata.txt to determine how the superseded data were derived.
 CZ0035
 CZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA005683(NAD 83)
 CZ0035_MARKER: DD = SURVEY DISK
 CZ0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0035_SP_SET: CULVERT
 CZ0035_STAMPING: 2309.76 1951 SB 90+85.96
 CZ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0035
 CZ0035  HISTORY     - Date     Condition        Report By
 CZ0035  HISTORY     - 1951     MONUMENTED       AZHD
 CZ0035  HISTORY     - 1951     GOOD             NGS
 CZ0035  HISTORY     - 1960     GOOD             NGS
 CZ0035  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0035
 CZ0035                          STATION DESCRIPTION
 CZ0035
 CZ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0035'3.1 MI NW FROM TUCSON.
 CZ0035'0.9 MILES WEST ALONG CONGRESS STREET FROM THE SOUTHERN PACIFIC
 CZ0035'RAILROAD STATION AT TUCSON, THENCE 2.2 MILES NORTHWEST ALONG TUCSON
 CZ0035'ACCESS FREEWAY, 3.9 MILES SOUTHEAST OF JAYNES RAILROAD STATION, ABOUT
 CZ0035'0.8 MILE SOUTHEAST OF JUNCTION OF HIGHWAY 84 AND THE END OF TUCSON
 CZ0035'ACCESS FREEWAY, ABOUT 7 POLES SOUTHEAST OF MILEPOLE 981, AT RAILROAD
 CZ0035'MILEAGE 981.26, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST
 CZ0035'HEADWALL OF A LARGE CONCRETE HIGHWAY CULVERT, 33 1/2 FEET SOUTHWEST OF
 CZ0035'THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 CZ0035
 CZ0035                          STATION RECOVERY (1960)
 CZ0035
 CZ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0035'RECOVERED IN GOOD CONDITION.
 CZ0035
 CZ0035                          STATION RECOVERY (1980)
 CZ0035
 CZ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0035'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A DISK STAMPED 1966
 CZ0035'WAS FOUND.  THIS MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0317 ***********************************************************************
 FS0317  DESIGNATION -  903+91.7
 FS0317  PID         -  FS0317
 FS0317  STATE/COUNTY-  AZ/MOHAVE
 FS0317  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0317
 FS0317                         *CURRENT SURVEY CONTROL
 FS0317  ___________________________________________________________________
 FS0317* NAD 83(1986)-  35 35 06.     (N)    114 23 27.     (W)     SCALED    
 FS0317* NAVD 88     -       844.395  (meters)    2770.32   (feet)  POSTED    
 FS0317  ___________________________________________________________________
 FS0317  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0317  DYNAMIC HT  -         843.440 (meters)    2767.19  (feet)  COMP
 FS0317  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 FS0317
 FS0317  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0317
 FS0317.The horizontal coordinates were scaled from a topographic map and have
 FS0317.an estimated accuracy of +/- 6 seconds.
 FS0317
 FS0317.The orthometric height was determined by differential leveling
 FS0317.and adjusted by the  in 1992.
 FS0317.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0317.rate of 3.1 thru 4.0 mm/km.
 FS0317
 FS0317.The geoid height was determined by GEOID03.
 FS0317
 FS0317.The dynamic height is computed by dividing the NAVD 88
 FS0317.geopotential number by the normal gravity value computed on the
 FS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0317.degrees latitude (g = 980.6199 gals.).
 FS0317
 FS0317.The modeled gravity was interpolated from observed gravity values.
 FS0317
 FS0317;                    North         East    Units  Estimated Accuracy
 FS0317;SPC AZ W     -   508,680.      155,280.      MT  (+/- 180 meters Scaled)
 FS0317
 FS0317                          SUPERSEDED SURVEY CONTROL
 FS0317
 FS0317  NGVD 29 (??/??/92)  843.638  (m)         2767.84   (f) ADJ UNCH    1 1
 FS0317
 FS0317.Superseded values are not recommended for survey control.
 FS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0317.See file dsdata.txt to determine how the superseded data were derived.
 FS0317
 FS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV364410(NAD 83)
 FS0317_MARKER: DD = SURVEY DISK
 FS0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0317_SP_SET: CULVERT
 FS0317_STAMPING: 903+91.7 2768.68 1940
 FS0317_MARK LOGO: AZHD  
 FS0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0317
 FS0317  HISTORY     - Date     Condition        Report By
 FS0317  HISTORY     - 1940     MONUMENTED       AZHD
 FS0317  HISTORY     - 1949     GOOD             NGS
 FS0317  HISTORY     - 1982     GOOD             NGS
 FS0317
 FS0317                          STATION DESCRIPTION
 FS0317
 FS0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0317'14.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0317'14.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0317'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 181 FEET EAST OF AND
 FS0317'ACROSS THE HIGHWAY FROM MILEPOST 38, AT A DOUBLE 4- BY 6-FOOT
 FS0317'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0317'NORTHEAST HEAD WALL, 14.5 FEET NORTHEAST OF THE CENTER LINE OF
 FS0317'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0317
 FS0317                          STATION RECOVERY (1982)
 FS0317
 FS0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0317'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0696 ***********************************************************************
 DW0696  DESIGNATION -  903.10
 DW0696  PID         -  DW0696
 DW0696  STATE/COUNTY-  AZ/LA PAZ
 DW0696  USGS QUAD   -  QUARTZSITE (1990)
 DW0696
 DW0696                         *CURRENT SURVEY CONTROL
 DW0696  ___________________________________________________________________
 DW0696* NAD 83(1986)-  33 40 00.     (N)    114 12 23.     (W)     SCALED    
 DW0696* NAVD 88     -       276.078  (meters)     905.77   (feet)  ADJUSTED  
 DW0696  ___________________________________________________________________
 DW0696  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DW0696  DYNAMIC HT  -         275.768 (meters)     904.75  (feet)  COMP
 DW0696  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 DW0696
 DW0696  VERT ORDER  -  FIRST     CLASS II
 DW0696
 DW0696.The horizontal coordinates were scaled from a topographic map and have
 DW0696.an estimated accuracy of +/- 6 seconds.
 DW0696
 DW0696.The orthometric height was determined by differential leveling
 DW0696.and adjusted in June 1991.
 DW0696
 DW0696.The geoid height was determined by GEOID03.
 DW0696
 DW0696.The dynamic height is computed by dividing the NAVD 88
 DW0696.geopotential number by the normal gravity value computed on the
 DW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0696.degrees latitude (g = 980.6199 gals.).
 DW0696
 DW0696.The modeled gravity was interpolated from observed gravity values.
 DW0696
 DW0696;                    North         East    Units  Estimated Accuracy
 DW0696;SPC AZ W     -   295,790.      171,040.      MT  (+/- 180 meters Scaled)
 DW0696
 DW0696                          SUPERSEDED SURVEY CONTROL
 DW0696
 DW0696  NGVD 29 (??/??/??)  275.397  (m)          903.53   (f) ADJUSTED    1 2
 DW0696
 DW0696.Superseded values are not recommended for survey control.
 DW0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0696.See file dsdata.txt to determine how the superseded data were derived.
 DW0696
 DW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT590287(NAD 83)
 DW0696_MARKER: DD = SURVEY DISK
 DW0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0696_SP_SET: CONCRETE BRIDGE RAIL
 DW0696_STAMPING: 903.10 1082+05.3 1932
 DW0696_MARK LOGO: AZHD  
 DW0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0696
 DW0696  HISTORY     - Date     Condition        Report By
 DW0696  HISTORY     - 1932     MONUMENTED       AZHD
 DW0696  HISTORY     - 1962     GOOD             NGS
 DW0696  HISTORY     - 1981     GOOD             NGS
 DW0696  HISTORY     - 20090218 MARK NOT FOUND   GEOCAC
 DW0696
 DW0696                          STATION DESCRIPTION
 DW0696
 DW0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0696'1.5 MI E FROM QUARTZSITE.
 DW0696'1.5 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0696'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH RAIL OF A
 DW0696'45 FOOT CONCRETE BRIDGE, 12 FEET SOUTH OF THE CENTER OF THE
 DW0696'HIGHWAY, AND IS ABOUT 2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DW0696
 DW0696                          STATION RECOVERY (1981)
 DW0696
 DW0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0696'0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 95 FROM THE NORTH END OF THE
 DW0696'HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 10 IN QUARTZSITE, THENCE 1.0 KM
 DW0696'(0.65 MI) EAST ALONG THE INTERSTATE 10 BUSINESS ROUTE, 0.4 KM (0.25
 DW0696'MI) WEST OF THE NORTH END OF THE INTERSTATE 10 BUSINESS ROUTE BRIDGE,
 DW0696'SET IN THE TOP CENTER OF THE SOUTH CONCRETE GURADRAIL FOR A
 DW0696'DOUBLE-CHANNEL HIGHWAY BRIDGE, 3.6 METERS (12.0 FT) SOUTH OF THE
 DW0696'CENTERLINE OF THE BUSINESS ROUTE.
 DW0696'THE MARK IS 0.75 M ABOVE THE HIGHWAY CENTERLINE.
 DW0696
 DW0696                          STATION RECOVERY (2009)
 DW0696
 DW0696'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0696'IT APPEARS THAT THE ROAD HAS BEEN WIDENED AND DRAINAGE
 DW0696'REDONE. THE BRIDGE NOW AT THE INDICATED LOCATION HAS
 DW0696'4 CHANNELS WITH METAL RAILING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0316 ***********************************************************************
 FS0316  DESIGNATION -  907+30
 FS0316  PID         -  FS0316
 FS0316  STATE/COUNTY-  AZ/MOHAVE
 FS0316  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0316
 FS0316                         *CURRENT SURVEY CONTROL
 FS0316  ___________________________________________________________________
 FS0316* NAD 83(1986)-  35 35 12.     (N)    114 23 31.     (W)     SCALED    
 FS0316* NAVD 88     -       843.608  (meters)    2767.74   (feet)  POSTED    
 FS0316  ___________________________________________________________________
 FS0316  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0316  DYNAMIC HT  -         842.660 (meters)    2764.63  (feet)  COMP
 FS0316  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 FS0316
 FS0316  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0316
 FS0316.The horizontal coordinates were scaled from a topographic map and have
 FS0316.an estimated accuracy of +/- 6 seconds.
 FS0316
 FS0316.The orthometric height was determined by differential leveling
 FS0316.and adjusted by the  in 1992.
 FS0316.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0316.rate of 2.1 thru 3.0 mm/km.
 FS0316
 FS0316.The geoid height was determined by GEOID03.
 FS0316
 FS0316.The dynamic height is computed by dividing the NAVD 88
 FS0316.geopotential number by the normal gravity value computed on the
 FS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0316.degrees latitude (g = 980.6199 gals.).
 FS0316
 FS0316.The modeled gravity was interpolated from observed gravity values.
 FS0316
 FS0316;                    North         East    Units  Estimated Accuracy
 FS0316;SPC AZ W     -   508,860.      155,180.      MT  (+/- 180 meters Scaled)
 FS0316
 FS0316                          SUPERSEDED SURVEY CONTROL
 FS0316
 FS0316  NGVD 29 (??/??/92)  842.852  (m)         2765.26   (f) ADJ UNCH    1 1
 FS0316
 FS0316.Superseded values are not recommended for survey control.
 FS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0316.See file dsdata.txt to determine how the superseded data were derived.
 FS0316
 FS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV363412(NAD 83)
 FS0316_MARKER: DD = SURVEY DISK
 FS0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0316_SP_SET: CULVERT
 FS0316_STAMPING: 907+30 2766.05 1935
 FS0316_MARK LOGO: AZHD  
 FS0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0316
 FS0316  HISTORY     - Date     Condition        Report By
 FS0316  HISTORY     - 1935     MONUMENTED       AZHD
 FS0316  HISTORY     - 1949     GOOD             NGS
 FS0316  HISTORY     - 1982     GOOD             NGS
 FS0316
 FS0316                          STATION DESCRIPTION
 FS0316
 FS0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0316'15 MI NW FROM GRASSHOPPER JUNCTION.
 FS0316'15.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0316'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 170 FEET NORTHWEST OF
 FS0316'MILEPOST 38, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP
 FS0316'OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.5 FEET
 FS0316'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 FS0316'THAN THE HIGHWAY.
 FS0316
 FS0316                          STATION RECOVERY (1982)
 FS0316
 FS0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0316'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0662 ***********************************************************************
 ER0662  DESIGNATION -  91 BKC
 ER0662  PID         -  ER0662
 ER0662  STATE/COUNTY-  AZ/APACHE
 ER0662  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0662
 ER0662                         *CURRENT SURVEY CONTROL
 ER0662  ___________________________________________________________________
 ER0662* NAD 83(1986)-  34 16 35.     (N)    109 47 16.     (W)     SCALED    
 ER0662* NAVD 88     -      2071.554  (meters)    6796.42   (feet)  ADJUSTED  
 ER0662  ___________________________________________________________________
 ER0662  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 ER0662  DYNAMIC HT  -        2068.420 (meters)    6786.14  (feet)  COMP
 ER0662  MODELED GRAV-     979,048.4   (mgal)                       NAVD 88
 ER0662
 ER0662  VERT ORDER  -  SECOND    CLASS 0
 ER0662
 ER0662.The horizontal coordinates were scaled from a topographic map and have
 ER0662.an estimated accuracy of +/- 6 seconds.
 ER0662
 ER0662.The orthometric height was determined by differential leveling
 ER0662.and adjusted in June 1991.
 ER0662
 ER0662.The geoid height was determined by GEOID03.
 ER0662
 ER0662.The dynamic height is computed by dividing the NAVD 88
 ER0662.geopotential number by the normal gravity value computed on the
 ER0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0662.degrees latitude (g = 980.6199 gals.).
 ER0662
 ER0662.The modeled gravity was interpolated from observed gravity values.
 ER0662
 ER0662;                    North         East    Units  Estimated Accuracy
 ER0662;SPC AZ E     -   363,370.      248,250.      MT  (+/- 180 meters Scaled)
 ER0662
 ER0662                          SUPERSEDED SURVEY CONTROL
 ER0662
 ER0662  NGVD 29 (??/??/92) 2070.64   (m)         6793.4    (f) COMPUTED    2 0
 ER0662
 ER0662.Superseded values are not recommended for survey control.
 ER0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0662.See file dsdata.txt to determine how the superseded data were derived.
 ER0662
 ER0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC115934(NAD 83)
 ER0662_MARKER: DB = BENCH MARK DISK
 ER0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0662_SP_SET: COPPER-CLAD STEEL ROD
 ER0662_STAMPING: 91 BKC 1968 6794
 ER0662_MARK LOGO: USGS  
 ER0662_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0662+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0662
 ER0662  HISTORY     - Date     Condition        Report By
 ER0662  HISTORY     - 1968     MONUMENTED       USGS
 ER0662  HISTORY     - 20050729 GOOD             USPSQD
 ER0662
 ER0662                          STATION DESCRIPTION
 ER0662
 ER0662'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0662'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 6.5 MILES
 ER0662'WEST ALONG U S HIGHWAY 60, 75 FEET NORTH OF THE HIGHWAY, 0.5 FEET
 ER0662'SOUTH OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED
 ER0662'IN A PIPE FLUSH WITH THE GROUND.
 ER0662
 ER0662                          STATION RECOVERY (2005)
 ER0662
 ER0662'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0553 ***********************************************************************
 ER0553  DESIGNATION -  91 DOR
 ER0553  PID         -  ER0553
 ER0553  STATE/COUNTY-  AZ/APACHE
 ER0553  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0553
 ER0553                         *CURRENT SURVEY CONTROL
 ER0553  ___________________________________________________________________
 ER0553* NAD 83(1986)-  34 57 06.     (N)    109 31 26.     (W)     SCALED    
 ER0553* NAVD 88     -      1863.406  (meters)    6113.52   (feet)  ADJUSTED  
 ER0553  ___________________________________________________________________
 ER0553  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0553  DYNAMIC HT  -        1860.745 (meters)    6104.79  (feet)  COMP
 ER0553  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 ER0553
 ER0553  VERT ORDER  -  SECOND    CLASS II
 ER0553
 ER0553.The horizontal coordinates were scaled from a topographic map and have
 ER0553.an estimated accuracy of +/- 6 seconds.
 ER0553
 ER0553.The orthometric height was determined by differential leveling
 ER0553.and adjusted in June 1991.
 ER0553
 ER0553.The geoid height was determined by GEOID03.
 ER0553
 ER0553.The dynamic height is computed by dividing the NAVD 88
 ER0553.geopotential number by the normal gravity value computed on the
 ER0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0553.degrees latitude (g = 980.6199 gals.).
 ER0553
 ER0553.The modeled gravity was interpolated from observed gravity values.
 ER0553
 ER0553;                    North         East    Units  Estimated Accuracy
 ER0553;SPC AZ E     -   438,400.      272,070.      MT  (+/- 180 meters Scaled)
 ER0553
 ER0553                          SUPERSEDED SURVEY CONTROL
 ER0553
 ER0553.No superseded survey control is available for this station.
 ER0553
 ER0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD347686(NAD 83)
 ER0553_MARKER: DB = BENCH MARK DISK
 ER0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0553_SP_SET: CONCRETE POST
 ER0553_STAMPING: 91 DOR 1972 6110
 ER0553_MARK LOGO: USGS  
 ER0553_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0553+STABILITY: SURFACE MOTION
 ER0553
 ER0553  HISTORY     - Date     Condition        Report By
 ER0553  HISTORY     - 1972     MONUMENTED       USGS
 ER0553
 ER0553                          STATION DESCRIPTION
 ER0553
 ER0553'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0553'20.8 KM (12.90 MI) SOUTH FROM NAVAJO.
 ER0553'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0553'TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST, 142
 ER0553'FEET EAST OF A FENCE, 22 FEET NORTH OF A FENCE, AND 12 FEET SOUTH OF
 ER0553'A BRASS CAP STAMPED -LS 5704 R26E R27E S13 S16 S24 S19 T18N 1971 -.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0438 ***********************************************************************
 GQ0438  DESIGNATION -  91 DOR
 GQ0438  PID         -  GQ0438
 GQ0438  STATE/COUNTY-  AZ/MOHAVE
 GQ0438  USGS QUAD   -  LIZARD POINT (1979)
 GQ0438
 GQ0438                         *CURRENT SURVEY CONTROL
 GQ0438  ___________________________________________________________________
 GQ0438* NAD 83(1986)-  36 53 22.     (N)    113 33 43.     (W)     SCALED    
 GQ0438* NAVD 88     -      1158.021  (meters)    3799.27   (feet)  POSTED    
 GQ0438  ___________________________________________________________________
 GQ0438  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 GQ0438  DYNAMIC HT  -        1156.770 (meters)    3795.17  (feet)  COMP
 GQ0438  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 GQ0438
 GQ0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0438
 GQ0438.The horizontal coordinates were scaled from a topographic map and have
 GQ0438.an estimated accuracy of +/- 6 seconds.
 GQ0438
 GQ0438.The orthometric height was determined by differential leveling
 GQ0438.and adjusted by the  in 1992.
 GQ0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0438.rate of 0.0 thru 1.0 mm/km.
 GQ0438
 GQ0438.The geoid height was determined by GEOID03.
 GQ0438
 GQ0438.The dynamic height is computed by dividing the NAVD 88
 GQ0438.geopotential number by the normal gravity value computed on the
 GQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0438.degrees latitude (g = 980.6199 gals.).
 GQ0438
 GQ0438.The modeled gravity was interpolated from observed gravity values.
 GQ0438
 GQ0438;                    North         East    Units  Estimated Accuracy
 GQ0438;SPC AZ W     -   653,240.      230,120.      MT  (+/- 180 meters Scaled)
 GQ0438
 GQ0438                          SUPERSEDED SURVEY CONTROL
 GQ0438
 GQ0438.No superseded survey control is available for this station.
 GQ0438
 GQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716856(NAD 83)
 GQ0438_MARKER: DB = BENCH MARK DISK
 GQ0438_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0438_SP_SET: ROCK OUTCROP
 GQ0438_STAMPING: 91 DOR 1970 3796
 GQ0438_MARK LOGO: USGS  
 GQ0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0438+STABILITY: POSITION/ELEVATION WELL
 GQ0438
 GQ0438  HISTORY     - Date     Condition        Report By
 GQ0438  HISTORY     - 1970     MONUMENTED       USGS
 GQ0438
 GQ0438                          STATION DESCRIPTION
 GQ0438
 GQ0438'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0438'24.6 KM (15.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0438'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0438'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0438'ROAD TO THE ARIZONA STATE LINE, CONTINUE 8.6 MILES SOUTH ALONG MT.
 GQ0438'TRUMBULL ROAD TO A SMALL KNOLL, 46 FEET WEST OF THE ROAD.
 GQ0438'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GQ0438'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0480 ***********************************************************************
 DV0480  DESIGNATION -  91 Z
 DV0480  PID         -  DV0480
 DV0480  STATE/COUNTY-  AZ/MARICOPA
 DV0480  USGS QUAD   -  PERRYVILLE (1982)
 DV0480
 DV0480                         *CURRENT SURVEY CONTROL
 DV0480  ___________________________________________________________________
 DV0480* NAD 83(1986)-  33 25 15.     (N)    112 27 42.     (W)     SCALED    
 DV0480* NAVD 88     -       287.74   (+/-2cm)     944.0    (feet)  VERTCON   
 DV0480  ___________________________________________________________________
 DV0480  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0480
 DV0480.The horizontal coordinates were scaled from a topographic map and have
 DV0480.an estimated accuracy of +/- 6 seconds.
 DV0480
 DV0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0480.The vertical order pertains to the NGVD 29 superseded value.
 DV0480
 DV0480.The geoid height was determined by GEOID03.
 DV0480
 DV0480;                    North         East    Units  Estimated Accuracy
 DV0480;SPC AZ C     -   268,550.      162,680.      MT  (+/- 180 meters Scaled)
 DV0480
 DV0480                          SUPERSEDED SURVEY CONTROL
 DV0480
 DV0480  NGVD 29 (??/??/92)  287.095  (m)          941.91   (f) ADJ UNCH    2 0
 DV0480
 DV0480.Superseded values are not recommended for survey control.
 DV0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0480.See file dsdata.txt to determine how the superseded data were derived.
 DV0480
 DV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB641988(NAD 83)
 DV0480_MARKER: DD = SURVEY DISK
 DV0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0480_STAMPING: 91 Z 1962
 DV0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0480+STABILITY: SURFACE MOTION
 DV0480
 DV0480  HISTORY     - Date     Condition        Report By
 DV0480  HISTORY     - 1962     MONUMENTED       AZHD
 DV0480  HISTORY     - 1962     GOOD             NGS
 DV0480  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0480
 DV0480                          STATION DESCRIPTION
 DV0480
 DV0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0480'7.9 MI SW FROM AVONDALE.
 DV0480'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0480'THENCE 4.0 MILES WEST ALONG YUMA ROAD, THENCE 1.0 MILE SOUTH ALONG
 DV0480'COTTON LANE, 2.0 MILES WEST ALONG LOWER BUCKEYE TO THE JUNCTION OF
 DV0480'PERRYVILLE ROAD, 6.2 FT. NORTH OF A STEEL WITNESS POST, 27 FT. WEST OF
 DV0480'THE CENTER OF PERRYVILLE ROAD, 30 FT. SOUTH OF THE CENTER OF LOWER
 DV0480'BUCKEYE, 3.0 FT. SOUTH OF A POWER POLE, SET IN TOP OF A CONCRETE POST
 DV0480'ABOUT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH PERRYVILLE ROAD.
 DV0480'NOTE-- THE MARK MAY BE REACHED FROM THE JUNCTION OF YUMA ROAD AT
 DV0480'PERRYVILLE BY GOING SOUTH 1.0 MILE SOUTH ALONG THE PERRYVILLE ROAD.
 DV0480
 DV0480                          STATION RECOVERY (2006)
 DV0480
 DV0480'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0824 ***********************************************************************
 CZ0824  DESIGNATION -  913+52
 CZ0824  PID         -  CZ0824
 CZ0824  STATE/COUNTY-  AZ/PIMA
 CZ0824  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0824
 CZ0824                         *CURRENT SURVEY CONTROL
 CZ0824  ___________________________________________________________________
 CZ0824* NAD 83(1986)-  32 08 39.     (N)    111 08 35.     (W)     SCALED    
 CZ0824* NAVD 88     -       740.17   (+/-2cm)    2428.4    (feet)  VERTCON   
 CZ0824  ___________________________________________________________________
 CZ0824  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0824
 CZ0824.The horizontal coordinates were scaled from a topographic map and have
 CZ0824.an estimated accuracy of +/- 6 seconds.
 CZ0824
 CZ0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0824.The vertical order pertains to the NGVD 29 superseded value.
 CZ0824
 CZ0824.The geoid height was determined by GEOID03.
 CZ0824
 CZ0824;                    North         East    Units  Estimated Accuracy
 CZ0824;SPC AZ C     -   127,110.      286,340.      MT  (+/- 180 meters Scaled)
 CZ0824
 CZ0824                          SUPERSEDED SURVEY CONTROL
 CZ0824
 CZ0824  NGVD 29 (??/??/92)  739.494  (m)         2426.16   (f) ADJ UNCH    2 0
 CZ0824
 CZ0824.Superseded values are not recommended for survey control.
 CZ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0824.See file dsdata.txt to determine how the superseded data were derived.
 CZ0824
 CZ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA865564(NAD 83)
 CZ0824_MARKER: DD = SURVEY DISK
 CZ0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0824_SP_SET: CULVERT
 CZ0824_STAMPING: 913+52 2427.00
 CZ0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0824
 CZ0824  HISTORY     - Date     Condition        Report By
 CZ0824  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0824  HISTORY     - 1951     GOOD             NGS
 CZ0824
 CZ0824                          STATION DESCRIPTION
 CZ0824
 CZ0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0824'11.0 MI SW FROM TUCSON.
 CZ0824'11 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0824'HIGHWAY 86, 1.7 MILES NORTHEAST OF THE MAIN ENTRANCE TO RYAN AIRPORT,
 CZ0824'0.4 MILE SOUTHWEST OF A Y JUNCTION OF A ROAD LEADING TO RANCHO DIABLO,
 CZ0824'SET IN THE TOP AND CENTER OF THE NORTHWEST HEADWALL OF A 17 BY 8 FEET
 CZ0824'CONCRETE CULVERT, AND ABOUT 62 YARDS NORTHEAST OF WHERE A POWER LINE
 CZ0824'CROSSES THE HIGHWAY, 13 1/2 FEET OF THE CENTER LINE OF THE HIGHWAY,
 CZ0824'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0042 ***********************************************************************
 EU0042  DESIGNATION -  916.97
 EU0042  PID         -  EU0042
 EU0042  STATE/COUNTY-  AZ/MOHAVE
 EU0042  USGS QUAD   -  FRANCONIA (1970)
 EU0042
 EU0042                         *CURRENT SURVEY CONTROL
 EU0042  ___________________________________________________________________
 EU0042* NAD 83(1986)-  34 43 44.     (N)    114 20 24.     (W)     SCALED    
 EU0042* NAVD 88     -       280.09   (+/-2cm)     918.9    (feet)  VERTCON   
 EU0042  ___________________________________________________________________
 EU0042  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EU0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0042
 EU0042.The horizontal coordinates were scaled from a topographic map and have
 EU0042.an estimated accuracy of +/- 6 seconds.
 EU0042
 EU0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0042.The vertical order pertains to the NGVD 29 superseded value.
 EU0042
 EU0042.The geoid height was determined by GEOID03.
 EU0042
 EU0042;                    North         East    Units  Estimated Accuracy
 EU0042;SPC AZ W     -   413,670.      159,330.      MT  (+/- 180 meters Scaled)
 EU0042
 EU0042                          SUPERSEDED SURVEY CONTROL
 EU0042
 EU0042  NGVD 29 (??/??/??)  279.429  (m)          916.76   (f) ADJUSTED    2 0
 EU0042
 EU0042.Superseded values are not recommended for survey control.
 EU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0042.See file dsdata.txt to determine how the superseded data were derived.
 EU0042
 EU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU435462(NAD 83)
 EU0042_MARKER: DD = SURVEY DISK
 EU0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0042_SP_SET: CULVERT
 EU0042_STAMPING: 916.97 446X5200
 EU0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0042
 EU0042  HISTORY     - Date     Condition        Report By
 EU0042  HISTORY     - UNK      MONUMENTED       AZHD
 EU0042  HISTORY     - 1961     GOOD             NGS
 EU0042  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0042
 EU0042                          STATION DESCRIPTION
 EU0042
 EU0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0042'8.6 MI E FROM TOPOCK.
 EU0042'ABOUT 8.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0042'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0042'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF
 EU0042'A 40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 20 FEET SOUTH
 EU0042'OF THE CENTER OF U.S. HIGHWAY 66 AND ABOUT LEVEL WITH THE
 EU0042'HIGHWAY.
 EU0042
 EU0042                          STATION RECOVERY (1981)
 EU0042
 EU0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0042'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0043 ***********************************************************************
 EU0043  DESIGNATION -  917.73
 EU0043  PID         -  EU0043
 EU0043  STATE/COUNTY-  AZ/MOHAVE
 EU0043  USGS QUAD   -  FRANCONIA (1970)
 EU0043
 EU0043                         *CURRENT SURVEY CONTROL
 EU0043  ___________________________________________________________________
 EU0043* NAD 83(1986)-  34 43 44.     (N)    114 20 01.     (W)     SCALED    
 EU0043* NAVD 88     -       280.32   (+/-2cm)     919.7    (feet)  VERTCON   
 EU0043  ___________________________________________________________________
 EU0043  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EU0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0043
 EU0043.The horizontal coordinates were scaled from a topographic map and have
 EU0043.an estimated accuracy of +/- 6 seconds.
 EU0043
 EU0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0043.The vertical order pertains to the NGVD 29 superseded value.
 EU0043
 EU0043.The geoid height was determined by GEOID03.
 EU0043
 EU0043;                    North         East    Units  Estimated Accuracy
 EU0043;SPC AZ W     -   413,670.      159,910.      MT  (+/- 180 meters Scaled)
 EU0043
 EU0043                          SUPERSEDED SURVEY CONTROL
 EU0043
 EU0043  NGVD 29 (??/??/??)  279.653  (m)          917.49   (f) ADJUSTED    2 0
 EU0043
 EU0043.Superseded values are not recommended for survey control.
 EU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0043.See file dsdata.txt to determine how the superseded data were derived.
 EU0043
 EU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU441462(NAD 83)
 EU0043_MARKER: DD = SURVEY DISK
 EU0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0043_SP_SET: CULVERT
 EU0043_STAMPING: 917.73 461X5209 1951
 EU0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0043
 EU0043  HISTORY     - Date     Condition        Report By
 EU0043  HISTORY     - 1951     MONUMENTED       AZHD
 EU0043  HISTORY     - 1961     GOOD             NGS
 EU0043  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0043
 EU0043                          STATION DESCRIPTION
 EU0043
 EU0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0043'9 MI E FROM TOPOCK.
 EU0043'ABOUT 8.95 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0043'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0043'SET IN THE TOP AND APPROXIMATE CENTER OF THE SOUTH HEADWALL OF
 EU0043'A 40 FOOT CONCRETE BOX CULVERT WITH 4 OPENINGS, 22 FEET SOUTH OF
 EU0043'THE CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT BELOW THE
 EU0043'LEVEL OF THE HIGHWAY.
 EU0043
 EU0043                          STATION RECOVERY (1981)
 EU0043
 EU0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0043'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0315 ***********************************************************************
 FS0315  DESIGNATION -  918+80
 FS0315  PID         -  FS0315
 FS0315  STATE/COUNTY-  AZ/MOHAVE
 FS0315  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0315
 FS0315                         *CURRENT SURVEY CONTROL
 FS0315  ___________________________________________________________________
 FS0315* NAD 83(1986)-  35 35 20.     (N)    114 23 39.     (W)     SCALED    
 FS0315* NAVD 88     -       840.424  (meters)    2757.29   (feet)  POSTED    
 FS0315  ___________________________________________________________________
 FS0315  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0315  DYNAMIC HT  -         839.480 (meters)    2754.19  (feet)  COMP
 FS0315  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 FS0315
 FS0315  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0315
 FS0315.The horizontal coordinates were scaled from a topographic map and have
 FS0315.an estimated accuracy of +/- 6 seconds.
 FS0315
 FS0315.The orthometric height was determined by differential leveling
 FS0315.and adjusted by the  in 1992.
 FS0315.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0315.rate of 1.1 thru 2.0 mm/km.
 FS0315
 FS0315.The geoid height was determined by GEOID03.
 FS0315
 FS0315.The dynamic height is computed by dividing the NAVD 88
 FS0315.geopotential number by the normal gravity value computed on the
 FS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0315.degrees latitude (g = 980.6199 gals.).
 FS0315
 FS0315.The modeled gravity was interpolated from observed gravity values.
 FS0315
 FS0315;                    North         East    Units  Estimated Accuracy
 FS0315;SPC AZ W     -   509,110.      154,980.      MT  (+/- 180 meters Scaled)
 FS0315
 FS0315                          SUPERSEDED SURVEY CONTROL
 FS0315
 FS0315  NGVD 29 (??/??/92)  839.671  (m)         2754.82   (f) ADJ UNCH    1 1
 FS0315
 FS0315.Superseded values are not recommended for survey control.
 FS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0315.See file dsdata.txt to determine how the superseded data were derived.
 FS0315
 FS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV360414(NAD 83)
 FS0315_MARKER: DD = SURVEY DISK
 FS0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0315_SP_SET: CULVERT
 FS0315_STAMPING: 918+80 2755.70 1935
 FS0315_MARK LOGO: AZHD  
 FS0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0315
 FS0315  HISTORY     - Date     Condition        Report By
 FS0315  HISTORY     - 1935     MONUMENTED       AZHD
 FS0315  HISTORY     - 1949     GOOD             NGS
 FS0315  HISTORY     - 1982     GOOD             NGS
 FS0315
 FS0315                          STATION DESCRIPTION
 FS0315
 FS0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0315'15.2 MI NW FROM GRASSHOPPER JUNCTION.
 FS0315'15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0315'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, NEAR A WIRE GATE, AT A
 FS0315'3- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0315'CENTER OF THE SOUTHWEST HEAD WALL, 14.6 FEET SOUTHWEST OF THE
 FS0315'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 FS0315'HIGHWAY.
 FS0315
 FS0315                          STATION RECOVERY (1982)
 FS0315
 FS0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0315'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0697 ***********************************************************************
 DW0697  DESIGNATION -  918.48
 DW0697  PID         -  DW0697
 DW0697  STATE/COUNTY-  AZ/LA PAZ
 DW0697  USGS QUAD   -  QUARTZSITE (1990)
 DW0697
 DW0697                         *CURRENT SURVEY CONTROL
 DW0697  ___________________________________________________________________
 DW0697* NAD 83(1986)-  33 39 58.     (N)    114 12 04.     (W)     SCALED    
 DW0697* NAVD 88     -       280.76   (+/-2cm)     921.1    (feet)  VERTCON   
 DW0697  ___________________________________________________________________
 DW0697  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DW0697  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0697
 DW0697.The horizontal coordinates were scaled from a topographic map and have
 DW0697.an estimated accuracy of +/- 6 seconds.
 DW0697
 DW0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0697.The vertical order pertains to the NGVD 29 superseded value.
 DW0697
 DW0697.The geoid height was determined by GEOID03.
 DW0697
 DW0697;                    North         East    Units  Estimated Accuracy
 DW0697;SPC AZ W     -   295,720.      171,520.      MT  (+/- 180 meters Scaled)
 DW0697
 DW0697                          SUPERSEDED SURVEY CONTROL
 DW0697
 DW0697  NGVD 29 (??/??/??)  280.093  (m)          918.94   (f) ADJUSTED    1 2
 DW0697
 DW0697.Superseded values are not recommended for survey control.
 DW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0697.See file dsdata.txt to determine how the superseded data were derived.
 DW0697
 DW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT595286(NAD 83)
 DW0697_MARKER: DD = SURVEY DISK
 DW0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0697_SP_SET: GUARDRAIL
 DW0697_STAMPING: 918.48 1097+46.3 1932
 DW0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0697
 DW0697  HISTORY     - Date     Condition        Report By
 DW0697  HISTORY     - 1932     MONUMENTED       AZHD
 DW0697  HISTORY     - 1962     GOOD             NGS
 DW0697  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0697  HISTORY     - 19980113 MARK NOT FOUND   AZDT
 DW0697
 DW0697                          STATION DESCRIPTION
 DW0697
 DW0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0697'1.9 MI E FROM QUARTZSITE.
 DW0697'1.9 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0697'AT QUARTZSITE, SET IN TOP AND CENTER OF THE SOUTH GUARDRAIL OF
 DW0697'A 70 FOOT CONCRETE BRIDGE WITH 3 OPENINGS, 12 FEET SOUTH OF THE
 DW0697'CENTER OF THE HIGHWAY, AND IS ABOUT 2.5 FEET ABOVE THE LEVEL OF
 DW0697'THE HIGHWAY.
 DW0697
 DW0697                          STATION RECOVERY (1981)
 DW0697
 DW0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0697'NOT RECOVERED. NOTE-THE BRIDGE DESCRIBED HAS BEEN DESTROYED LEAVING
 DW0697'ONLY THE ABUTMENT, MARK BELIEVED DESTROYED.
 DW0697
 DW0697                          STATION RECOVERY (1998)
 DW0697
 DW0697'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 DW0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0663 ***********************************************************************
 ER0663  DESIGNATION -  92 BKC
 ER0663  PID         -  ER0663
 ER0663  STATE/COUNTY-  AZ/APACHE
 ER0663  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0663
 ER0663                         *CURRENT SURVEY CONTROL
 ER0663  ___________________________________________________________________
 ER0663* NAD 83(1986)-  34 16 50.     (N)    109 48 16.     (W)     SCALED    
 ER0663* NAVD 88     -      2084.640  (meters)    6839.36   (feet)  ADJUSTED  
 ER0663  ___________________________________________________________________
 ER0663  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0663  DYNAMIC HT  -        2081.498 (meters)    6829.05  (feet)  COMP
 ER0663  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 ER0663
 ER0663  VERT ORDER  -  SECOND    CLASS 0
 ER0663
 ER0663.The horizontal coordinates were scaled from a topographic map and have
 ER0663.an estimated accuracy of +/- 6 seconds.
 ER0663
 ER0663.The orthometric height was determined by differential leveling
 ER0663.and adjusted in June 1991.
 ER0663
 ER0663.The geoid height was determined by GEOID03.
 ER0663
 ER0663.The dynamic height is computed by dividing the NAVD 88
 ER0663.geopotential number by the normal gravity value computed on the
 ER0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0663.degrees latitude (g = 980.6199 gals.).
 ER0663
 ER0663.The modeled gravity was interpolated from observed gravity values.
 ER0663
 ER0663;                    North         East    Units  Estimated Accuracy
 ER0663;SPC AZ E     -   363,830.      246,710.      MT  (+/- 180 meters Scaled)
 ER0663
 ER0663                          SUPERSEDED SURVEY CONTROL
 ER0663
 ER0663  NGVD 29 (??/??/92) 2083.74   (m)         6836.4    (f) COMPUTED    2 0
 ER0663
 ER0663.Superseded values are not recommended for survey control.
 ER0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0663.See file dsdata.txt to determine how the superseded data were derived.
 ER0663
 ER0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC100939(NAD 83)
 ER0663_MARKER: DB = BENCH MARK DISK
 ER0663_SETTING: 80 = SET IN A BOULDER
 ER0663_SP_SET: IN DRILL HOLE IN A BOULDER
 ER0663_STAMPING: 92 BKC 1968 6837
 ER0663_MARK LOGO: USGS  
 ER0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0663+STABILITY: SURFACE MOTION
 ER0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0663+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0663
 ER0663  HISTORY     - Date     Condition        Report By
 ER0663  HISTORY     - 1968     MONUMENTED       USGS
 ER0663  HISTORY     - 20050729 GOOD             USPSQD
 ER0663
 ER0663                          STATION DESCRIPTION
 ER0663
 ER0663'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0663'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 7.5 MILES
 ER0663'WEST ALONG U S HIGHWAY 60, 71 FEET NORTH OF THE HIGHWAY, 5.6 FEET
 ER0663'SOUTHEAST OF A WITNESS POST, SET IN A LARGE BOULDER.
 ER0663
 ER0663                          STATION RECOVERY (2005)
 ER0663
 ER0663'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0554 ***********************************************************************
 ER0554  DESIGNATION -  92 DOR
 ER0554  PID         -  ER0554
 ER0554  STATE/COUNTY-  AZ/APACHE
 ER0554  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0554
 ER0554                         *CURRENT SURVEY CONTROL
 ER0554  ___________________________________________________________________
 ER0554* NAD 83(1986)-  34 57 05.     (N)    109 30 18.     (W)     SCALED    
 ER0554* NAVD 88     -      1887.342  (meters)    6192.05   (feet)  ADJUSTED  
 ER0554  ___________________________________________________________________
 ER0554  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ER0554  DYNAMIC HT  -        1884.633 (meters)    6183.17  (feet)  COMP
 ER0554  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 ER0554
 ER0554  VERT ORDER  -  SECOND    CLASS II
 ER0554
 ER0554.The horizontal coordinates were scaled from a topographic map and have
 ER0554.an estimated accuracy of +/- 6 seconds.
 ER0554
 ER0554.The orthometric height was determined by differential leveling
 ER0554.and adjusted in June 1991.
 ER0554
 ER0554.The geoid height was determined by GEOID03.
 ER0554
 ER0554.The dynamic height is computed by dividing the NAVD 88
 ER0554.geopotential number by the normal gravity value computed on the
 ER0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0554.degrees latitude (g = 980.6199 gals.).
 ER0554
 ER0554.The modeled gravity was interpolated from observed gravity values.
 ER0554
 ER0554;                    North         East    Units  Estimated Accuracy
 ER0554;SPC AZ E     -   438,380.      273,790.      MT  (+/- 180 meters Scaled)
 ER0554
 ER0554                          SUPERSEDED SURVEY CONTROL
 ER0554
 ER0554.No superseded survey control is available for this station.
 ER0554
 ER0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365686(NAD 83)
 ER0554_MARKER: DB = BENCH MARK DISK
 ER0554_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0554_SP_SET: CONCRETE BASE OF A WATER TANK
 ER0554_STAMPING: 92 DOR 1972 6189
 ER0554_MARK LOGO: USGS  
 ER0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0554+STABILITY: SURFACE MOTION
 ER0554
 ER0554  HISTORY     - Date     Condition        Report By
 ER0554  HISTORY     - 1972     MONUMENTED       USGS
 ER0554
 ER0554                          STATION DESCRIPTION
 ER0554
 ER0554'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0554'22.5 KM (14.00 MI) SOUTH FROM NAVAJO.
 ER0554'FROM THE POST OFFICE IN NAVAJO, O.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0554'TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST, THENCE
 ER0554'1.1 MILES EAST ALONG THE FENCE TO A WINDMILL, 25 FEET EAST OF THE
 ER0554'WINDMILL, IN THE WEST SIDE OF THE CONCRETE BASE OF A STEEL WATER
 ER0554'TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0439 ***********************************************************************
 GQ0439  DESIGNATION -  92 DOR
 GQ0439  PID         -  GQ0439
 GQ0439  STATE/COUNTY-  AZ/MOHAVE
 GQ0439  USGS QUAD   -  LIZARD POINT (1979)
 GQ0439
 GQ0439                         *CURRENT SURVEY CONTROL
 GQ0439  ___________________________________________________________________
 GQ0439* NAD 83(1986)-  36 52 31.     (N)    113 33 39.     (W)     SCALED    
 GQ0439* NAVD 88     -      1185.038  (meters)    3887.91   (feet)  POSTED    
 GQ0439  ___________________________________________________________________
 GQ0439  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 GQ0439  DYNAMIC HT  -        1183.750 (meters)    3883.69  (feet)  COMP
 GQ0439  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 GQ0439
 GQ0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0439
 GQ0439.The horizontal coordinates were scaled from a topographic map and have
 GQ0439.an estimated accuracy of +/- 6 seconds.
 GQ0439
 GQ0439.The orthometric height was determined by differential leveling
 GQ0439.and adjusted by the  in 1992.
 GQ0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0439.rate of 0.0 thru 1.0 mm/km.
 GQ0439
 GQ0439.The geoid height was determined by GEOID03.
 GQ0439
 GQ0439.The dynamic height is computed by dividing the NAVD 88
 GQ0439.geopotential number by the normal gravity value computed on the
 GQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0439.degrees latitude (g = 980.6199 gals.).
 GQ0439
 GQ0439.The modeled gravity was interpolated from observed gravity values.
 GQ0439
 GQ0439;                    North         East    Units  Estimated Accuracy
 GQ0439;SPC AZ W     -   651,670.      230,220.      MT  (+/- 180 meters Scaled)
 GQ0439
 GQ0439                          SUPERSEDED SURVEY CONTROL
 GQ0439
 GQ0439.No superseded survey control is available for this station.
 GQ0439
 GQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF717840(NAD 83)
 GQ0439_MARKER: DB = BENCH MARK DISK
 GQ0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0439_SP_SET: COPPER-CLAD STEEL ROD
 GQ0439_STAMPING: 92 DOR 1970 3885
 GQ0439_MARK LOGO: USGS  
 GQ0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0439
 GQ0439  HISTORY     - Date     Condition        Report By
 GQ0439  HISTORY     - 1970     MONUMENTED       USGS
 GQ0439
 GQ0439                          STATION DESCRIPTION
 GQ0439
 GQ0439'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0439'26.4 KM (16.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0439'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0439'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0439'ROAD TO THE ARIZONA STATE LINE, CONTINUE 9.7 MILES SOUTH ALONG MT.
 GQ0439'TRUMBULL ROAD, 0.1 MILE SOUTHWEST OF A USGLO BRASS CAP STAMPED T40
 GQ0439'R12W S11W S14P 1965, 53 FEET SOUTHEAST OF THE ROAD, 46 FEET NORTHWEST
 GQ0439'OF A SMALL DRY WASH.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING
 GQ0439'3-INCHES.
 GQ0439'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0439'THE MARK IS 1.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0481 ***********************************************************************
 DV0481  DESIGNATION -  92 Z
 DV0481  PID         -  DV0481
 DV0481  STATE/COUNTY-  AZ/MARICOPA
 DV0481  USGS QUAD   -  PERRYVILLE (1982)
 DV0481
 DV0481                         *CURRENT SURVEY CONTROL
 DV0481  ___________________________________________________________________
 DV0481* NAD 83(1986)-  33 25 16.     (N)    112 26 38.     (W)     SCALED    
 DV0481* NAVD 88     -       286.95   (+/-2cm)     941.4    (feet)  VERTCON   
 DV0481  ___________________________________________________________________
 DV0481  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0481
 DV0481.The horizontal coordinates were scaled from a topographic map and have
 DV0481.an estimated accuracy of +/- 6 seconds.
 DV0481
 DV0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0481.The vertical order pertains to the NGVD 29 superseded value.
 DV0481
 DV0481.The geoid height was determined by GEOID03.
 DV0481
 DV0481;                    North         East    Units  Estimated Accuracy
 DV0481;SPC AZ C     -   268,580.      164,330.      MT  (+/- 180 meters Scaled)
 DV0481
 DV0481                          SUPERSEDED SURVEY CONTROL
 DV0481
 DV0481  NGVD 29 (??/??/92)  286.313  (m)          939.35   (f) ADJ UNCH    2 0
 DV0481
 DV0481.Superseded values are not recommended for survey control.
 DV0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0481.See file dsdata.txt to determine how the superseded data were derived.
 DV0481
 DV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB657989(NAD 83)
 DV0481_MARKER: DD = SURVEY DISK
 DV0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0481_STAMPING: 97 Z 1962
 DV0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0481+STABILITY: SURFACE MOTION
 DV0481
 DV0481  HISTORY     - Date     Condition        Report By
 DV0481  HISTORY     - 1962     MONUMENTED       AZHD
 DV0481  HISTORY     - 1962     GOOD             NGS
 DV0481  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0481
 DV0481                          STATION DESCRIPTION
 DV0481
 DV0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0481'6.9 MI SW FROM AVONDALE.
 DV0481'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL A AVONDALE,
 DV0481'THENCE 4.0 MILES WEST ALONG YUMA ROAD, THEN 1.0 MILE SOUTH ALONG
 DV0481'COTTON LANE, THENCE 1.0 MILE WEST ALONG LOWER BUCKEYE TO THE JUNCTION
 DV0481'OF CITRUS ROAD AND THE MARK.  THE MARK IS A STANDARD (A.H.D.) DISK SET
 DV0481'IN TOP OF A CONCRETE POST PROJECTING 1 INCH, 2.6 FT. SOUTHEAST OF A
 DV0481'WITNESS POST, 26 FT. EAST OF THE CENTER OF CITRUS ROAD, 38 FT. NORTH
 DV0481'OF THE CENTER OF LOWER BUCKEYE, 66 FT. NORTH OF A POWER LINE POLE, SET
 DV0481'2.0 FT ABOVE THE LEVEL OF LOWER BUCKEYE.
 DV0481
 DV0481                          STATION RECOVERY (2006)
 DV0481
 DV0481'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1507 ***********************************************************************
 DU1507  DESIGNATION -  920+42
 DU1507  PID         -  DU1507
 DU1507  STATE/COUNTY-  AZ/PINAL
 DU1507  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1507
 DU1507                         *CURRENT SURVEY CONTROL
 DU1507  ___________________________________________________________________
 DU1507* NAD 83(1986)-  33 24 06.     (N)    111 31 38.     (W)     SCALED    
 DU1507* NAVD 88     -       523.18   (+/-2cm)    1716.5    (feet)  VERTCON   
 DU1507  ___________________________________________________________________
 DU1507  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1507  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1507
 DU1507.The horizontal coordinates were scaled from a topographic map and have
 DU1507.an estimated accuracy of +/- 6 seconds.
 DU1507
 DU1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1507.The vertical order pertains to the NGVD 29 superseded value.
 DU1507
 DU1507.The geoid height was determined by GEOID03.
 DU1507
 DU1507;                    North         East    Units  Estimated Accuracy
 DU1507;SPC AZ C     -   266,360.      249,590.      MT  (+/- 180 meters Scaled)
 DU1507
 DU1507                          SUPERSEDED SURVEY CONTROL
 DU1507
 DU1507  NGVD 29 (??/??/92)  522.615  (m)         1714.61   (f) ADJ UNCH    1 1
 DU1507
 DU1507.Superseded values are not recommended for survey control.
 DU1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1507.See file dsdata.txt to determine how the superseded data were derived.
 DU1507
 DU1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB509959(NAD 83)
 DU1507_MARKER: DD = SURVEY DISK
 DU1507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1507_SP_SET: CULVERT
 DU1507_STAMPING: 920+42
 DU1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1507
 DU1507  HISTORY     - Date     Condition        Report By
 DU1507  HISTORY     - UNK      MONUMENTED       AZHD
 DU1507  HISTORY     - 1975     GOOD             AZDT
 DU1507  HISTORY     - 1975     GOOD             AZDT
 DU1507  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 DU1507
 DU1507                          STATION DESCRIPTION
 DU1507
 DU1507'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1507'0.7 MI SE FROM PALM SPRINGS.
 DU1507'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1507'MILES AND TO THE STATION THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1507'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1507'HEADWALL.
 DU1507
 DU1507                          STATION RECOVERY (1975)
 DU1507
 DU1507'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1507'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.45
 DU1507'MILES AND TO THE STATION THE RIGHT.  ON A CULVERT HEADWALL, SOUTH OF
 DU1507'THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1507'HEADWALL.
 DU1507
 DU1507                          STATION RECOVERY (2007)
 DU1507
 DU1507'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1507'A CULVERT WAS FOUND NEAR THE DESCRIBED LOCATION, BUT THERE IS NO MARK
 DU1507'ON IT. ASSUMED DESTROYED WHEN THE CULVERT WAS REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0614 ***********************************************************************
 DA0614  DESIGNATION -  928
 DA0614  PID         -  DA0614
 DA0614  STATE/COUNTY-  AZ/MARICOPA
 DA0614  USGS QUAD   -  BOSQUE (1973)
 DA0614
 DA0614                         *CURRENT SURVEY CONTROL
 DA0614  ___________________________________________________________________
 DA0614* NAD 83(1986)-  32 57 46.     (N)    112 37 11.     (W)     SCALED    
 DA0614* NAVD 88     -       283.656  (meters)     930.63   (feet)  ADJUSTED  
 DA0614  ___________________________________________________________________
 DA0614  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA0614  DYNAMIC HT  -         283.317 (meters)     929.52  (feet)  COMP
 DA0614  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 DA0614
 DA0614  VERT ORDER  -  FIRST     CLASS II
 DA0614
 DA0614.The horizontal coordinates were scaled from a topographic map and have
 DA0614.an estimated accuracy of +/- 6 seconds.
 DA0614
 DA0614.The orthometric height was determined by differential leveling
 DA0614.and adjusted in June 1991.
 DA0614
 DA0614.The geoid height was determined by GEOID03.
 DA0614
 DA0614.The dynamic height is computed by dividing the NAVD 88
 DA0614.geopotential number by the normal gravity value computed on the
 DA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0614.degrees latitude (g = 980.6199 gals.).
 DA0614
 DA0614.The modeled gravity was interpolated from observed gravity values.
 DA0614
 DA0614;                    North         East    Units  Estimated Accuracy
 DA0614;SPC AZ C     -   217,840.      147,640.      MT  (+/- 180 meters Scaled)
 DA0614
 DA0614                          SUPERSEDED SURVEY CONTROL
 DA0614
 DA0614  NGVD 29 (??/??/92)  283.027  (m)          928.56   (f) ADJ UNCH    1 2
 DA0614
 DA0614.Superseded values are not recommended for survey control.
 DA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0614.See file dsdata.txt to determine how the superseded data were derived.
 DA0614
 DA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB486483(NAD 83)
 DA0614_MARKER: P = PIPE CAP
 DA0614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0614_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0614+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0614
 DA0614  HISTORY     - Date     Condition        Report By
 DA0614  HISTORY     - UNK      MONUMENTED       USGS
 DA0614  HISTORY     - 1967     GOOD             NGS
 DA0614  HISTORY     - 1980     GOOD             NGS
 DA0614  HISTORY     - 1980     GOOD             NGS
 DA0614  HISTORY     - 20070603 GOOD             GEOCAC
 DA0614
 DA0614                          STATION DESCRIPTION
 DA0614
 DA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0614'5.7 MI E FROM GILA BEND.
 DA0614'5.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0614'GILA BEND, IN S 25, T 5 S, R 4 W, 3 TELEPHONE POLES EAST OF A RAILROAD
 DA0614'TRESTLE, 5 1/2 RAILS WEST OF A METAL TELEPHONE BOOTH, 43 FEET SOUTH OF
 DA0614'THE SOUTH RAIL OF THE MAIN TRACK, 2 FEET SOUTH OF A TELEPHONE POLE,
 DA0614'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 DA0614'LEVEL OF THE TRACKS, A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A
 DA0614'3-INCH IRON PIPE PROJECTING 8 INCHES.
 DA0614
 DA0614                          STATION RECOVERY (1980)
 DA0614
 DA0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0614'RECOVERED IN GOOD CONDITION.
 DA0614
 DA0614                          STATION RECOVERY (1980)
 DA0614
 DA0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0614'RECOVERED IN GOOD CONDITION.
 DA0614
 DA0614                          STATION RECOVERY (2007)
 DA0614
 DA0614'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1031 ***********************************************************************
 ET1031  DESIGNATION -  93 164 05
 ET1031  PID         -  ET1031
 ET1031  STATE/COUNTY-  AZ/YAVAPAI
 ET1031  USGS QUAD   -  MALPAIS MESA SW (1967)
 ET1031
 ET1031                         *CURRENT SURVEY CONTROL
 ET1031  ___________________________________________________________________
 ET1031* NAD 83(1992)-  34 20 04.76796(N)    113 08 45.83096(W)     ADJUSTED  
 ET1031* NAVD 88     -       687.6    (meters)    2256.     (feet)  VERTCON   
 ET1031  ___________________________________________________________________
 ET1031  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 ET1031  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ET1031  HORZ ORDER  -  SECOND
 ET1031
 ET1031.The horizontal coordinates were established by classical geodetic methods
 ET1031.and adjusted by the National Geodetic Survey in August 1993.
 ET1031
 ET1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1031
 ET1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1031
 ET1031.The geoid height was determined by GEOID03.
 ET1031
 ET1031;                    North         East     Units Scale Factor Converg.
 ET1031;SPC AZ C     -   370,456.772   100,237.844   MT  1.00005769   -0 41 36.5
 ET1031;SPC AZ C     - 1,215,409.36    328,864.32   iFT  1.00005769   -0 41 36.5
 ET1031;UTM  12      - 3,801,349.125   302,579.271   MT  1.00008044   -1 12 39.0
 ET1031
 ET1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1031!SPC AZ C     -   0.99989665  x   1.00005769  =   0.99995433
 ET1031!UTM  12      -   0.99989665  x   1.00008044  =   0.99997708
 ET1031
 ET1031|---------------------------------------------------------------------|
 ET1031| PID    Reference Object                     Distance      Geod. Az  |
 ET1031|                                                           dddmmss.s |
 ET1031| CH2159 93 164 05 RM 1                        7.932 METERS 13635     |
 ET1031| ET1033 BRIDLE                              APPROX.11.2 KM 3193448.6 |
 ET1031| CH2160 93 164 05 RM 2                        8.131 METERS 32444     |
 ET1031|---------------------------------------------------------------------|
 ET1031
 ET1031                          SUPERSEDED SURVEY CONTROL
 ET1031
 ET1031  NAD 83(1986)-  34 20 04.76744(N)    113 08 45.83615(W) AD(       ) 2
 ET1031  NAD 27      -  34 20 04.69035(N)    113 08 43.13996(W) AD(       ) 2
 ET1031  NGVD 29 (07/19/86)  686.9    (m)         2254.     (f) VERT ANG    3  
 ET1031
 ET1031.Superseded values are not recommended for survey control.
 ET1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1031.See file dsdata.txt to determine how the superseded data were derived.
 ET1031
 ET1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0257901349(NAD 83)
 ET1031_MARKER: DD = SURVEY DISK
 ET1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1031+STABILITY: SURFACE MOTION
 ET1031
 ET1031  HISTORY     - Date     Condition        Report By
 ET1031  HISTORY     - 1974     MONUMENTED       AZDT
 ET1031  HISTORY     - 19980702 GOOD             USPSQD
 ET1031
 ET1031                          STATION DESCRIPTION
 ET1031
 ET1031'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 ET1031'THE STATION IS LOCATED 34 MILES NORTHWEST OF WICKENBURG, 3 MILES SOUTH
 ET1031'OF THE SANTA MARIE RIVER AND ALONG THE EAST SIDE OF US HIGHWAY 93.
 ET1031'
 ET1031'THE STATION MARK IS AN ADOT DISK STAMPED, 93 164 05 1974.  IT IS SET
 ET1031'IN TOP OF A CONCRETE MONUMENT 4.4 FEET EAST OF THE WITNESS POST AND 4
 ET1031'FEET WEST OF THE EAST RIGHT OF WAY FENCELINE.
 ET1031'
 ET1031'REFERENCE MARK 1 IS AN ADOT DISK STAMPED 93 164 05 RM 1 1974.  IT IS
 ET1031'SET IN TOP OF A CONCRETE MONUMENT.
 ET1031'
 ET1031'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 93 164 05 RM 2 1974.  IT IS
 ET1031'SET IN TOP OF A CONCRETE MONUMENT.
 ET1031'
 ET1031'TO REACH THE STATION FROM THE CROSSING OF ARIZONA HIGHWAY 71 AND THE
 ET1031'RAILROAD IN CONGRESS, TRAVEL SOUTHWEST ALONG SR 71 FOR 7 MILES TO US
 ET1031'HIGHWAY 93.  TURN RIGHT NORTH FOR 16 MILES TO MILEPOST 164.05 AND THE
 ET1031'STATION ON THE LEFT.
 ET1031
 ET1031                          STATION RECOVERY (1998)
 ET1031
 ET1031'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1037 ***********************************************************************
 ET1037  DESIGNATION -  93 175 85
 ET1037  PID         -  ET1037
 ET1037  STATE/COUNTY-  AZ/YAVAPAI
 ET1037  USGS QUAD   -  DATE CREEK RANCH (1967)
 ET1037
 ET1037                         *CURRENT SURVEY CONTROL
 ET1037  ___________________________________________________________________
 ET1037* NAD 83(1992)-  34 11 09.13156(N)    113 02 47.23771(W)     ADJUSTED  
 ET1037* NAVD 88     -       891.5    (meters)    2925.     (feet)  VERTCON   
 ET1037  ___________________________________________________________________
 ET1037  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 ET1037  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 ET1037  HORZ ORDER  -  SECOND
 ET1037
 ET1037.The horizontal coordinates were established by classical geodetic methods
 ET1037.and adjusted by the National Geodetic Survey in August 1993.
 ET1037
 ET1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1037
 ET1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1037
 ET1037.The geoid height was determined by GEOID03.
 ET1037
 ET1037;                    North         East     Units Scale Factor Converg.
 ET1037;SPC AZ C     -   353,846.179   109,220.544   MT  1.00003364   -0 38 05.5
 ET1037;SPC AZ C     - 1,160,912.66    358,335.12   iFT  1.00003364   -0 38 05.5
 ET1037;UTM  12      - 3,784,658.027   311,412.038   MT  1.00003842   -1 09 00.7
 ET1037
 ET1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1037!SPC AZ C     -   0.99986466  x   1.00003364  =   0.99989829
 ET1037!UTM  12      -   0.99986466  x   1.00003842  =   0.99990307
 ET1037
 ET1037:                Primary Azimuth Mark                     Grid Az
 ET1037:SPC AZ C     -  LAVA                                     112 06 26.9
 ET1037:UTM  12      -  LAVA                                     112 37 22.1
 ET1037
 ET1037|---------------------------------------------------------------------|
 ET1037| PID    Reference Object                     Distance      Geod. Az  |
 ET1037|                                                           dddmmss.s |
 ET1037| ET1035 LAVA                                APPROX. 3.3 KM 1112821.4 |
 ET1037| CH2161 93 175 85 RM 1                       14.788 METERS 13506     |
 ET1037| CH2162 93 175 85 RM 2                       10.571 METERS 29219     |
 ET1037|---------------------------------------------------------------------|
 ET1037
 ET1037                          SUPERSEDED SURVEY CONTROL
 ET1037
 ET1037  NAD 83(1986)-  34 11 09.13088(N)    113 02 47.24162(W) AD(       ) 2
 ET1037  NAD 27      -  34 11 09.04419(N)    113 02 44.55667(W) AD(       ) 2
 ET1037  NGVD 29 (07/19/86)  890.8    (m)         2923.     (f) VERT ANG    3  
 ET1037
 ET1037.Superseded values are not recommended for survey control.
 ET1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1037.See file dsdata.txt to determine how the superseded data were derived.
 ET1037
 ET1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1141284658(NAD 83)
 ET1037_MARKER: DD = SURVEY DISK
 ET1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1037+STABILITY: SURFACE MOTION
 ET1037
 ET1037  HISTORY     - Date     Condition        Report By
 ET1037  HISTORY     - 1974     MONUMENTED       AZDT
 ET1037  HISTORY     - 19980702 GOOD             USPSQD
 ET1037
 ET1037                          STATION DESCRIPTION
 ET1037
 ET1037'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 ET1037'THE STATION IS LOCATED 12 MILES WESTNORTHWEST OF CONGRESS AND ALONG
 ET1037'THE WEST SIDE OF US HIGHWAY 93.
 ET1037'
 ET1037'THE STATION MARK IS AN ADOT DISK STAMPED 93 175 85 1974.  IT IS SET IN
 ET1037'TOP OF A CONCRETE MONUMENT.  IT IS 4 FEET ENE OF THE WITNESS POST AND
 ET1037'10 FEET EAST OF THE WEST RIGHT OF WAY FENCE LINE.
 ET1037'
 ET1037'REFERENCE MARK 1 IS AN ADOT DISK STAMPED 93 175 8 RM 1 1974.  IT IS
 ET1037'SET IN TOP OF A CONCRETE MONUMENT.
 ET1037'
 ET1037'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 93 175 8 RM 2 1974.  IT IS
 ET1037'SET IN TOP OF A CONCRETE MONUMENT.
 ET1037'
 ET1037'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 89 AND ARIZONA
 ET1037'HIGHWAY 71 IN CONGRESS TRAVEL SOUTHWEST ALONG SR 71 FOR 7 MILES TO ITS
 ET1037'JUNCTION WITH US HIGHWAY 93.  TURN RIGHT ALONG US 93 FOR 7.2 MILES TO
 ET1037'THE STATION ON THE LEFT.
 ET1037
 ET1037                          STATION RECOVERY (1998)
 ET1037
 ET1037'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0976 ***********************************************************************
 ET0976  DESIGNATION -  93 180 65
 ET0976  PID         -  ET0976
 ET0976  STATE/COUNTY-  AZ/YAVAPAI
 ET0976  USGS QUAD   -  O'NEILL PASS (1969)
 ET0976
 ET0976                         *CURRENT SURVEY CONTROL
 ET0976  ___________________________________________________________________
 ET0976* NAD 83(1992)-  34 08 39.02160(N)    112 58 51.32150(W)     ADJUSTED  
 ET0976* NAVD 88     -       862.2    (meters)    2829.     (feet)  VERTCON   
 ET0976  ___________________________________________________________________
 ET0976  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 ET0976  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 ET0976  HORZ ORDER  -  SECOND
 ET0976
 ET0976.The horizontal coordinates were established by classical geodetic methods
 ET0976.and adjusted by the National Geodetic Survey in June 1998.
 ET0976
 ET0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0976
 ET0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0976
 ET0976.The geoid height was determined by GEOID03.
 ET0976
 ET0976;                    North         East     Units Scale Factor Converg.
 ET0976;SPC AZ C     -   349,156.070   115,213.068   MT  1.00001871   -0 35 50.6
 ET0976;SPC AZ C     - 1,145,525.16    377,995.63   iFT  1.00001871   -0 35 50.6
 ET0976;UTM  12      - 3,779,914.246   317,362.152   MT  1.00001120   -1 06 43.8
 ET0976
 ET0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0976!SPC AZ C     -   0.99986925  x   1.00001871  =   0.99988796
 ET0976!UTM  12      -   0.99986925  x   1.00001120  =   0.99988045
 ET0976
 ET0976:                Primary Azimuth Mark                     Grid Az
 ET0976:SPC AZ C     -  PASS                                     130 08 46.7
 ET0976:UTM  12      -  PASS                                     130 39 39.9
 ET0976
 ET0976|---------------------------------------------------------------------|
 ET0976| PID    Reference Object                     Distance      Geod. Az  |
 ET0976|                                                           dddmmss.s |
 ET0976| ET0974 PASS                                APPROX. 3.6 KM 1293256.1 |
 ET0976| CH2164 93 180 65 RM 2                        8.077 METERS 13203     |
 ET0976| CH2163 ROUTE 93 STA 590+32.63               33.982 METERS 19609     |
 ET0976|---------------------------------------------------------------------|
 ET0976
 ET0976                          SUPERSEDED SURVEY CONTROL
 ET0976
 ET0976  NAD 83(1992)-  34 08 39.02160(N)    112 58 51.32150(W) AD(       ) 2
 ET0976  NAD 83(1986)-  34 08 39.02083(N)    112 58 51.32505(W) AD(       ) 2
 ET0976  NAD 27      -  34 08 38.92954(N)    112 58 48.64934(W) AD(       ) 2
 ET0976  NGVD 29 (07/19/86)  861.5    (m)         2826.     (f) VERT ANG    3  
 ET0976
 ET0976.Superseded values are not recommended for survey control.
 ET0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0976.See file dsdata.txt to determine how the superseded data were derived.
 ET0976
 ET0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1736279914(NAD 83)
 ET0976_MARKER: DD = SURVEY DISK
 ET0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0976+STABILITY: SURFACE MOTION
 ET0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0976+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 ET0976
 ET0976  HISTORY     - Date     Condition        Report By
 ET0976  HISTORY     - 1974     MONUMENTED       AZDT
 ET0976  HISTORY     - 20071005 GOOD             GEOCAC
 ET0976
 ET0976                          STATION DESCRIPTION
 ET0976
 ET0976'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0976'THE STATION IS LOCATED 19 MILES NORTHWEST OF WICKENBURG, 8 MILES SOUTH
 ET0976'WEST OF CONGRESS ALONG ARIZONA HIGHWAY 93.
 ET0976'
 ET0976'THE STATION MARK IS AN ADOT DISK STAMPED, 93 180 65 1974.  IT IS SET
 ET0976'IN TOP OF A CONCRETE MONUMENT 2 FEET EAST OF THE WEST RIGHT OF WAY
 ET0976'FENCELINE AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 ET0976'
 ET0976'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, SEC LINE 200 R/W 260.84 590+
 ET0976'32.63 1956 IS SET IN TOP OF A CONCRETE MONUMENT.
 ET0976'
 ET0976'REFERENCE MARK 2 IS AN ADOT DISK STAMPED 93 180 65 RM 2 1974.  IT IS
 ET0976'SET IN TOP OF A CONCRETE MONUMENT.
 ET0976'
 ET0976'TO REACH THE STATION FROM CONGRESS TRAVEL SOUTHWEST ALONG ARIZONA
 ET0976'HIGHWAY 71 FOR 7 MILES TO JUNCTION WITH US 93.  TRAVEL NORTH ALONG US
 ET0976'93 FOR 2.35 MILES TO STATON ON THE LEFT.
 ET0976
 ET0976                          STATION RECOVERY (2007)
 ET0976
 ET0976'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0976'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0976'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0971 ***********************************************************************
 ET0971  DESIGNATION -  93 190 05
 ET0971  PID         -  ET0971
 ET0971  STATE/COUNTY-  AZ/YAVAPAI
 ET0971  USGS QUAD   -  FLORES (1969)
 ET0971
 ET0971                         *CURRENT SURVEY CONTROL
 ET0971  ___________________________________________________________________
 ET0971* NAD 83(1992)-  34 03 23.11010(N)    112 51 20.06485(W)     ADJUSTED  
 ET0971* NAVD 88     -       796.4    (meters)    2613.     (feet)  VERTCON   
 ET0971  ___________________________________________________________________
 ET0971  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 ET0971  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 ET0971  HORZ ORDER  -  SECOND
 ET0971
 ET0971.The horizontal coordinates were established by classical geodetic methods
 ET0971.and adjusted by the National Geodetic Survey in August 1993.
 ET0971
 ET0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0971
 ET0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0971
 ET0971.The geoid height was determined by GEOID03.
 ET0971
 ET0971;                    North         East     Units Scale Factor Converg.
 ET0971;SPC AZ C     -   339,309.165   126,683.886   MT  0.99999258   -0 31 33.0
 ET0971;SPC AZ C     - 1,113,219.05    415,629.55   iFT  0.99999258   -0 31 33.0
 ET0971;UTM  12      - 3,769,964.993   328,743.925   MT  0.99996155   -1 02 21.8
 ET0971
 ET0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0971!SPC AZ C     -   0.99987960  x   0.99999258  =   0.99987218
 ET0971!UTM  12      -   0.99987960  x   0.99996155  =   0.99984115
 ET0971
 ET0971|---------------------------------------------------------------------|
 ET0971| PID    Reference Object                     Distance      Geod. Az  |
 ET0971|                                                           dddmmss.s |
 ET0971| CH2165 93 190 05 RM 1                        9.999 METERS 13453     |
 ET0971| CH2166 93 190 05 RM 2                       11.317 METERS 30514     |
 ET0971| ET0972 SAG                                 APPROX. 7.3 KM 3592544.7 |
 ET0971|---------------------------------------------------------------------|
 ET0971
 ET0971                          SUPERSEDED SURVEY CONTROL
 ET0971
 ET0971  NAD 83(1986)-  34 03 23.10880(N)    112 51 20.06743(W) AD(       ) 2
 ET0971  NAD 27      -  34 03 23.01290(N)    112 51 17.41489(W) AD(       ) 2
 ET0971  NGVD 29 (07/19/86)  795.7    (m)         2611.     (f) VERT ANG    3  
 ET0971
 ET0971.Superseded values are not recommended for survey control.
 ET0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0971.See file dsdata.txt to determine how the superseded data were derived.
 ET0971
 ET0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2874469965(NAD 83)
 ET0971_MARKER: DD = SURVEY DISK
 ET0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0971+STABILITY: SURFACE MOTION
 ET0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0971+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 ET0971
 ET0971  HISTORY     - Date     Condition        Report By
 ET0971  HISTORY     - 1974     MONUMENTED       AZDT
 ET0971  HISTORY     - 19980702 GOOD             USPSQD
 ET0971  HISTORY     - 20071005 GOOD             GEOCAC
 ET0971
 ET0971                          STATION DESCRIPTION
 ET0971
 ET0971'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0971'THE STATION IS LOCATED 9 MILES NORTHWEST OF WICKENBURG AND 8 MILES
 ET0971'SOUTH OF CONGRESS.  IT IS ALONG THE WEST RIGHT OF WAY FENCELINE OF US
 ET0971'HIGHWAY 93.  4 FEET EAST OF THE FENCE.
 ET0971'
 ET0971'THE STATION MARK IS AN ARIZONA HIGHWAY DIVISION DISK STAMPED.
 ET0971'93 190 05 1974.  IT IS SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECT
 ET0971'ABOUT 5 INCHES.  5 FEET WEST OF WITNESS POST AND SIGN.
 ET0971'
 ET0971'REFERENCE MARK 1 IS AN AHD DISK STAMPED. 93 190 05 1974.  IT IS SET IN
 ET0971'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES.
 ET0971'
 ET0971'REFERENCE MARK 2 IS AN AHD DISK STAMPED, 93 190 05 1974.  IT IS SET IN
 ET0971'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES.
 ET0971'
 ET0971'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 93 AND 60 IN
 ET0971'WICKENBURG TRAVEL NORTH ALONG US 93 FOR 9.8 MILES TO THE STATION ON
 ET0971'THE LEFT.
 ET0971
 ET0971                          STATION RECOVERY (1998)
 ET0971
 ET0971'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET0971'RECOVERED IN GOOD CONDITION.
 ET0971
 ET0971                          STATION RECOVERY (2007)
 ET0971
 ET0971'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0971'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0971'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0970 ***********************************************************************
 ET0970  DESIGNATION -  93 193 35
 ET0970  PID         -  ET0970
 ET0970  STATE/COUNTY-  AZ/YAVAPAI
 ET0970  USGS QUAD   -  FLORES (1969)
 ET0970
 ET0970                         *CURRENT SURVEY CONTROL
 ET0970  ___________________________________________________________________
 ET0970* NAD 83(1992)-  34 01 33.96329(N)    112 48 34.64412(W)     ADJUSTED  
 ET0970* NAVD 88     -       759.1    (meters)    2490.     (feet)  VERTCON   
 ET0970  ___________________________________________________________________
 ET0970  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 ET0970  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 ET0970  HORZ ORDER  -  SECOND
 ET0970
 ET0970.The horizontal coordinates were established by classical geodetic methods
 ET0970.and adjusted by the National Geodetic Survey in August 1993.
 ET0970
 ET0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0970
 ET0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0970
 ET0970.The geoid height was determined by GEOID03.
 ET0970
 ET0970;                    North         East     Units Scale Factor Converg.
 ET0970;SPC AZ C     -   335,908.338   130,896.615   MT  0.99998380   -0 29 58.9
 ET0970;SPC AZ C     - 1,102,061.48    429,450.84   iFT  0.99998380   -0 29 58.9
 ET0970;UTM  12      - 3,766,526.680   332,925.867   MT  0.99994411   -1 00 46.2
 ET0970
 ET0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0970!SPC AZ C     -   0.99988546  x   0.99998380  =   0.99986926
 ET0970!UTM  12      -   0.99988546  x   0.99994411  =   0.99982958
 ET0970
 ET0970:                Primary Azimuth Mark                     Grid Az
 ET0970:SPC AZ C     -  93 255 35                                126 00 06.0
 ET0970:UTM  12      -  93 255 35                                126 30 53.3
 ET0970
 ET0970|---------------------------------------------------------------------|
 ET0970| PID    Reference Object                     Distance      Geod. Az  |
 ET0970|                                                           dddmmss.s |
 ET0970| ET0969 93 255 35                           APPROX. 4.3 KM 1253007.1 |
 ET0970| CH2167 93 193 35 RM 1                        6.773 METERS 13929     |
 ET0970| CH2168 93 193 35 RM 2                       11.043 METERS 31928     |
 ET0970|---------------------------------------------------------------------|
 ET0970
 ET0970                          SUPERSEDED SURVEY CONTROL
 ET0970
 ET0970  NAD 83(1986)-  34 01 33.96209(N)    112 48 34.64645(W) AD(       ) 2
 ET0970  NAD 27      -  34 01 33.86177(N)    112 48 32.00214(W) AD(       ) 2
 ET0970  NGVD 29 (07/19/86)  758.4    (m)         2488.     (f) VERT ANG    3  
 ET0970
 ET0970.Superseded values are not recommended for survey control.
 ET0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0970.See file dsdata.txt to determine how the superseded data were derived.
 ET0970
 ET0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3292666527(NAD 83)
 ET0970_MARKER: DD = SURVEY DISK
 ET0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0970+STABILITY: SURFACE MOTION
 ET0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0970+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 ET0970
 ET0970  HISTORY     - Date     Condition        Report By
 ET0970  HISTORY     - 1974     MONUMENTED       AZDT
 ET0970  HISTORY     - 19980702 GOOD             USPSQD
 ET0970  HISTORY     - 20050814 GOOD             USPSQD
 ET0970  HISTORY     - 20070429 GOOD             GEOCAC
 ET0970
 ET0970                          STATION DESCRIPTION
 ET0970
 ET0970'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0970'THE STATION IS LOCATED 10 MILES SOUTH OF CONGRESS, 6 MILES NORTHWEST
 ET0970'OF WICKENBURG.  IT IS ON TOP OF THE SMALL HILL LOCATED IN THE ISLAND
 ET0970'AT THE INTERSECTION OF US HIGHWAY 93 AND US HIGHWAY 89.
 ET0970'
 ET0970'THE STATION MARK IS AN ADOT HIGHWAY DIVISION DISK STAMPED, 93 193 35
 ET0970'1974.  IT IS SET IN TOP OF A CONCRETE MONUMENT 2 1/2 FEET EAST OF THE
 ET0970'WITNESS POST.
 ET0970'
 ET0970'REFERENCE MARK 1 IS AN ADOT DISK SET IN TOP OF A CONCRETE MONUMENT
 ET0970'WHICH PROJECTS ABOUT 5 INCHES.  STAMPED, 93 193 35 1974.
 ET0970'
 ET0970'REFERENCE MARK 2 IS AN ADOT DISK SET IN TOP OF A CONCRETE MONUMENT
 ET0970'WHICH PROJECTS ABOUT 5 INCHES.  STAMPED, 93 193 35 1974.
 ET0970'
 ET0970'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 60 AND 93 IN
 ET0970'WICKENBURG TRAVEL NORTH ALONG US 93 FOR 6.3 MILES TO INTERSECTION WITH
 ET0970'US 89 AND THE STATION ON THE RIGHT.
 ET0970
 ET0970                          STATION RECOVERY (1998)
 ET0970
 ET0970'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET0970'RECOVERED IN GOOD CONDITION.
 ET0970
 ET0970                          STATION RECOVERY (2005)
 ET0970
 ET0970'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET0970'RECOVERED IN GOOD CONDITION.
 ET0970
 ET0970                          STATION RECOVERY (2007)
 ET0970
 ET0970'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0969 ***********************************************************************
 ET0969  HT_MOD      -  This is a Height Modernization Survey Station.
 ET0969  DESIGNATION -  93 255 35
 ET0969  PID         -  ET0969
 ET0969  STATE/COUNTY-  AZ/YAVAPAI
 ET0969  USGS QUAD   -  FLORES (1969)
 ET0969
 ET0969                         *CURRENT SURVEY CONTROL
 ET0969  ___________________________________________________________________
 ET0969* NAD 83(2007)-  34 00 12.02434(N)    112 46 16.75616(W)     ADJUSTED  
 ET0969* NAVD 88     -       704.73   (meters)    2312.1    (feet)  GPS OBS   
 ET0969  ___________________________________________________________________
 ET0969  EPOCH DATE  -        2007.00
 ET0969  X           -  -2,048,913.845 (meters)                     COMP
 ET0969  Y           -  -4,881,011.000 (meters)                     COMP
 ET0969  Z           -   3,547,131.310 (meters)                     COMP
 ET0969  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 ET0969  ELLIP HEIGHT-         675.203 (meters)          (02/10/07) ADJUSTED
 ET0969  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ET0969
 ET0969  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0969  Type    PID    Designation                      North   East  Ellip
 ET0969  -------------------------------------------------------------------
 ET0969  NETWORK ET0969 93 255 35                         0.37   0.31   0.88
 ET0969  -------------------------------------------------------------------
 ET0969
 ET0969.The horizontal coordinates were established by GPS observations
 ET0969.and adjusted by the National Geodetic Survey in February 2007.
 ET0969
 ET0969.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0969.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0969.The horizontal coordinates are valid at the epoch date displayed above.
 ET0969.The epoch date for horizontal control is a decimal equivalence
 ET0969.of Year/Month/Day.
 ET0969
 ET0969.The orthometric height was determined by GPS observations and a
 ET0969.high-resolution geoid model.
 ET0969.The orthometric height was determined by GPS observations and a
 ET0969.high-resolution geoid model using precise GPS observation and
 ET0969.processing techniques.
 ET0969
 ET0969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0969
 ET0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0969
 ET0969.The ellipsoidal height was determined by GPS observations
 ET0969.and is referenced to NAD 83.
 ET0969
 ET0969.The geoid height was determined by GEOID03.
 ET0969
 ET0969;                    North         East     Units Scale Factor Converg.
 ET0969;SPC AZ C     -   333,353.605   134,412.808   MT  0.99997681   -0 28 40.7
 ET0969;SPC AZ C     - 1,093,679.81    440,986.90   iFT  0.99997681   -0 28 40.7
 ET0969;UTM  12      - 3,763,940.681   336,418.895   MT  0.99992987   -0 59 26.9
 ET0969
 ET0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0969!SPC AZ C     -   0.99989402  x   0.99997681  =   0.99987083
 ET0969!UTM  12      -   0.99989402  x   0.99992987  =   0.99982389
 ET0969
 ET0969|---------------------------------------------------------------------|
 ET0969| PID    Reference Object                     Distance      Geod. Az  |
 ET0969|                                                           dddmmss.s |
 ET0969| CH2169 93 255 35 RM 1                       12.753 METERS 11840     |
 ET0969| ET0968 PACK                                APPROX. 6.0 KM 2723818.9 |
 ET0969| CH2170 93 255 35 RM 2                       17.087 METERS 27851     |
 ET0969|---------------------------------------------------------------------|
 ET0969
 ET0969                          SUPERSEDED SURVEY CONTROL
 ET0969
 ET0969  NAD 83(1992)-  34 00 12.02372(N)    112 46 16.75578(W) AD(       ) A
 ET0969  ELLIP H (09/30/99)  675.227  (m)                       GP(       ) 3 1
 ET0969  NAD 83(1992)-  34 00 12.02332(N)    112 46 16.75819(W) AD(       ) 2
 ET0969  NAD 83(1986)-  34 00 12.02188(N)    112 46 16.76032(W) AD(       ) 2
 ET0969  NAD 27      -  34 00 11.91756(N)    112 46 14.12124(W) AD(       ) 2
 ET0969  NGVD 29 (07/19/86)  703.3    (m)         2307.     (f) VERT ANG    3  
 ET0969
 ET0969.Superseded values are not recommended for survey control.
 ET0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0969.See file dsdata.txt to determine how the superseded data were derived.
 ET0969
 ET0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3641963941(NAD 83)
 ET0969_MARKER: DD = SURVEY DISK
 ET0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0969_STAMPING: 93-255-35 1974
 ET0969_MARK LOGO: AZDT  
 ET0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0969+STABILITY: SURFACE MOTION
 ET0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0969+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 ET0969
 ET0969  HISTORY     - Date     Condition        Report By
 ET0969  HISTORY     - 1974     MONUMENTED       AZDT
 ET0969  HISTORY     - 19990112 GOOD             AZ-025
 ET0969  HISTORY     - 20000327 GOOD             MCDOT
 ET0969  HISTORY     - 20040623 GOOD             EVANS
 ET0969  HISTORY     - 20070429 GOOD             GEOCAC
 ET0969
 ET0969                          STATION DESCRIPTION
 ET0969
 ET0969'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0969'THE STATION IS LOCATED 12 MILES SOUTH OF CONGRESS AND 3 MILES
 ET0969'NORTHWEST OF WICKENBURG.  IT IS ALONG THE EAST RIGHT OF WAY FENCELINE
 ET0969'OF US HIGHWAY 93 AT THE VULTURE MINE INTERSECTION.
 ET0969'
 ET0969'THE STATION MARK IS AN ADOT DISK, STAMPED 93 255 35 1974.  IT IS SET
 ET0969'IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  4 FEET EAST OF
 ET0969'WITNESS POST AND 4 FEET WEST OF THE EAST FENCELINE.
 ET0969'
 ET0969'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED, 93 255 35
 ET0969'RM 1 1974.  IT IS SET IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6
 ET0969'INCHES
 ET0969'
 ET0969'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED, 93 255 35
 ET0969'IT IS SET IN A DRILL HOLE IN A BOULDER.
 ET0969'
 ET0969'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 ET0969'WICKENBURG TRAVEL NORTH ALONG US 93 FOR 3.6 MILES TO THE STATION ON
 ET0969'THE RIGHT.  IT IS 95 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE
 ET0969'VULTURE MINE ROAD AT THE CENTERLINE OF THE CATTLE GUARD.
 ET0969
 ET0969                          STATION RECOVERY (1999)
 ET0969
 ET0969'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0969'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTH OF CONGRESS, 3 MI
 ET0969'(4.8 KM) NORTHWEST OF WICKENBURG, ALONG THE NORTH RIGHT-OF-WAY FENCE
 ET0969'LINE OF U.S. HIGHWAY 93, AT THE INTERSECTION OF VULTURE MINE ROAD.
 ET0969'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 ET0969'FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 60 IN WICKENBURG, GO
 ET0969'NORTHWEST FOR 3.6 MI (5.8 KM) ON HIGHWAY 93 TO VULTURE MINE ROAD AND
 ET0969'THE STATION ON RIGHT.  THE STATION PROJECTS 10 CM ABOVE GROUND.
 ET0969'LOCATED 90 FEET (27.4 M) NORTH AND 55 FT (16.8 M) EAST FROM THE
 ET0969'INTERSECTION, 11 FT (3.4 M) NORTHWEST FROM A METAL UTILITY BOX, 4 FT
 ET0969'(1.2 M) NORTHEAST FROM A WITNESS POST AND 4 FT (1.2 M) SOUTHWEST FROM
 ET0969'THE NORTH RIGHT-OF-WAY FENCE LINE.
 ET0969
 ET0969                          STATION RECOVERY (2000)
 ET0969
 ET0969'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 ET0969'RECOVERED AS DESCRIBED.
 ET0969
 ET0969                          STATION RECOVERY (2004)
 ET0969
 ET0969'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 ET0969'RECOVERED IN GOOD CONDITION.
 ET0969
 ET0969                          STATION RECOVERY (2007)
 ET0969
 ET0969'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0664 ***********************************************************************
 ER0664  DESIGNATION -  93 BKC
 ER0664  PID         -  ER0664
 ER0664  STATE/COUNTY-  AZ/APACHE
 ER0664  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0664
 ER0664                         *CURRENT SURVEY CONTROL
 ER0664  ___________________________________________________________________
 ER0664* NAD 83(1986)-  34 17 08.     (N)    109 49 20.     (W)     SCALED    
 ER0664* NAVD 88     -      2035.139  (meters)    6676.95   (feet)  ADJUSTED  
 ER0664  ___________________________________________________________________
 ER0664  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ER0664  DYNAMIC HT  -        2032.096 (meters)    6666.97  (feet)  COMP
 ER0664  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 ER0664
 ER0664  VERT ORDER  -  SECOND    CLASS 0
 ER0664
 ER0664.The horizontal coordinates were scaled from a topographic map and have
 ER0664.an estimated accuracy of +/- 6 seconds.
 ER0664
 ER0664.The orthometric height was determined by differential leveling
 ER0664.and adjusted in June 1991.
 ER0664
 ER0664.The geoid height was determined by GEOID03.
 ER0664
 ER0664.The dynamic height is computed by dividing the NAVD 88
 ER0664.geopotential number by the normal gravity value computed on the
 ER0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0664.degrees latitude (g = 980.6199 gals.).
 ER0664
 ER0664.The modeled gravity was interpolated from observed gravity values.
 ER0664
 ER0664;                    North         East    Units  Estimated Accuracy
 ER0664;SPC AZ E     -   364,380.      245,070.      MT  (+/- 180 meters Scaled)
 ER0664
 ER0664                          SUPERSEDED SURVEY CONTROL
 ER0664
 ER0664  NGVD 29 (??/??/92) 2034.26   (m)         6674.1    (f) COMPUTED    2 0
 ER0664
 ER0664.Superseded values are not recommended for survey control.
 ER0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0664.See file dsdata.txt to determine how the superseded data were derived.
 ER0664
 ER0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC084944(NAD 83)
 ER0664_MARKER: DB = BENCH MARK DISK
 ER0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0664_SP_SET: COPPER-CLAD STEEL ROD
 ER0664_STAMPING: 93 BKC 1968 6674
 ER0664_MARK LOGO: USGS  
 ER0664_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0664+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0664
 ER0664  HISTORY     - Date     Condition        Report By
 ER0664  HISTORY     - 1968     MONUMENTED       USGS
 ER0664
 ER0664                          STATION DESCRIPTION
 ER0664
 ER0664'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0664'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 8.6 MILES
 ER0664'WEST ALONG U S HIGHWAY 60, 75 FEET NORTH OF THE HIGHWAY, 66 FEET EAST
 ER0664'OF A DIRT ROAD, 5 FEET EAST OF A WITNESS POST, SET ON A COPPER-COATED
 ER0664'ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0440 ***********************************************************************
 GP0440  DESIGNATION -  93 DOR
 GP0440  PID         -  GP0440
 GP0440  STATE/COUNTY-  AZ/COCONINO
 GP0440  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0440
 GP0440                         *CURRENT SURVEY CONTROL
 GP0440  ___________________________________________________________________
 GP0440* NAD 83(1986)-  36 23 33.     (N)    110 52 39.     (W)     SCALED    
 GP0440* NAVD 88     -      1724.090  (meters)    5656.45   (feet)  ADJUSTED  
 GP0440  ___________________________________________________________________
 GP0440  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 GP0440  DYNAMIC HT  -        1721.936 (meters)    5649.39  (feet)  COMP
 GP0440  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 GP0440
 GP0440  VERT ORDER  -  FIRST     CLASS II
 GP0440
 GP0440.The horizontal coordinates were scaled from a topographic map and have
 GP0440.an estimated accuracy of +/- 6 seconds.
 GP0440
 GP0440.The orthometric height was determined by differential leveling
 GP0440.and adjusted in June 1991.
 GP0440
 GP0440.The geoid height was determined by GEOID03.
 GP0440
 GP0440.The dynamic height is computed by dividing the NAVD 88
 GP0440.geopotential number by the normal gravity value computed on the
 GP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0440.degrees latitude (g = 980.6199 gals.).
 GP0440
 GP0440.The modeled gravity was interpolated from observed gravity values.
 GP0440
 GP0440;                    North         East    Units  Estimated Accuracy
 GP0440;SPC AZ C     -   598,560.      306,580.      MT  (+/- 180 meters Scaled)
 GP0440
 GP0440                          SUPERSEDED SURVEY CONTROL
 GP0440
 GP0440.No superseded survey control is available for this station.
 GP0440
 GP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF109274(NAD 83)
 GP0440_MARKER: DB = BENCH MARK DISK
 GP0440_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0440+WITH SETTING: PAVEMENT
 GP0440_SP_SET: BRIDGE CURB
 GP0440_STAMPING: 93 DOR 5653 1969
 GP0440_MARK LOGO: USGS  
 GP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0440+STABILITY: SURFACE MOTION
 GP0440
 GP0440  HISTORY     - Date     Condition        Report By
 GP0440  HISTORY     - 1969     MONUMENTED       USGS
 GP0440  HISTORY     - 1983     GOOD             NGS
 GP0440
 GP0440                          STATION DESCRIPTION
 GP0440
 GP0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0440'45.6 KM (28.3 MI) NE FROM TUBA CITY.
 GP0440'45.6 KM (28.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0440'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE EAST END OF THE
 GP0440'NORTH CONCRETE CURB OF A BRIDGE OVER BEGASHIBITO WASH, 4.4 METERS
 GP0440'(14.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 METER
 GP0440'(1.6 FT) WEST OF THE EAST END OF THE CURB.
 GP0440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0555 ***********************************************************************
 ER0555  DESIGNATION -  93 DOR
 ER0555  PID         -  ER0555
 ER0555  STATE/COUNTY-  AZ/APACHE
 ER0555  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0555
 ER0555                         *CURRENT SURVEY CONTROL
 ER0555  ___________________________________________________________________
 ER0555* NAD 83(1986)-  34 56 11.     (N)    109 30 17.     (W)     SCALED    
 ER0555* NAVD 88     -      1902.547  (meters)    6241.94   (feet)  ADJUSTED  
 ER0555  ___________________________________________________________________
 ER0555  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0555  DYNAMIC HT  -        1899.816 (meters)    6232.98  (feet)  COMP
 ER0555  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 ER0555
 ER0555  VERT ORDER  -  SECOND    CLASS II
 ER0555
 ER0555.The horizontal coordinates were scaled from a topographic map and have
 ER0555.an estimated accuracy of +/- 6 seconds.
 ER0555
 ER0555.The orthometric height was determined by differential leveling
 ER0555.and adjusted in June 1991.
 ER0555
 ER0555.The geoid height was determined by GEOID03.
 ER0555
 ER0555.The dynamic height is computed by dividing the NAVD 88
 ER0555.geopotential number by the normal gravity value computed on the
 ER0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0555.degrees latitude (g = 980.6199 gals.).
 ER0555
 ER0555.The modeled gravity was interpolated from observed gravity values.
 ER0555
 ER0555;                    North         East    Units  Estimated Accuracy
 ER0555;SPC AZ E     -   436,720.      273,830.      MT  (+/- 180 meters Scaled)
 ER0555
 ER0555                          SUPERSEDED SURVEY CONTROL
 ER0555
 ER0555.No superseded survey control is available for this station.
 ER0555
 ER0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365670(NAD 83)
 ER0555_MARKER: DB = BENCH MARK DISK
 ER0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0555_SP_SET: CONCRETE POST
 ER0555_STAMPING: 93 DOR 1972 6239
 ER0555_MARK LOGO: USGS  
 ER0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0555+STABILITY: SURFACE MOTION
 ER0555
 ER0555  HISTORY     - Date     Condition        Report By
 ER0555  HISTORY     - 1972     MONUMENTED       USGS
 ER0555
 ER0555                          STATION DESCRIPTION
 ER0555
 ER0555'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0555'24.1 KM (15.00 MI) SOUTH FROM NAVAJO.
 ER0555'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0555'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0555'THENCE 1.1 MILES EAST ALONG THE FENCE TO A WINDMILL, THENCE 1.0 MILES
 ER0555'SOUTH ALONG A FENCE, 0.2 MILES NORTH OF A GATE, 19 FEET SOUTH OF A
 ER0555'SMALL JUNIPER TREE, AND 1.0 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0440 ***********************************************************************
 GQ0440  DESIGNATION -  93 DOR
 GQ0440  PID         -  GQ0440
 GQ0440  STATE/COUNTY-  AZ/MOHAVE
 GQ0440  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0440
 GQ0440                         *CURRENT SURVEY CONTROL
 GQ0440  ___________________________________________________________________
 GQ0440* NAD 83(1986)-  36 51 45.     (N)    113 33 39.     (W)     SCALED    
 GQ0440* NAVD 88     -      1264.253  (meters)    4147.80   (feet)  POSTED    
 GQ0440  ___________________________________________________________________
 GQ0440  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 GQ0440  DYNAMIC HT  -        1262.850 (meters)    4143.20  (feet)  COMP
 GQ0440  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 GQ0440
 GQ0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0440
 GQ0440.The horizontal coordinates were scaled from a topographic map and have
 GQ0440.an estimated accuracy of +/- 6 seconds.
 GQ0440
 GQ0440.The orthometric height was determined by differential leveling
 GQ0440.and adjusted by the  in 1992.
 GQ0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0440.rate of 0.0 thru 1.0 mm/km.
 GQ0440
 GQ0440.The geoid height was determined by GEOID03.
 GQ0440
 GQ0440.The dynamic height is computed by dividing the NAVD 88
 GQ0440.geopotential number by the normal gravity value computed on the
 GQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0440.degrees latitude (g = 980.6199 gals.).
 GQ0440
 GQ0440.The modeled gravity was interpolated from observed gravity values.
 GQ0440
 GQ0440;                    North         East    Units  Estimated Accuracy
 GQ0440;SPC AZ W     -   650,250.      230,230.      MT  (+/- 180 meters Scaled)
 GQ0440
 GQ0440                          SUPERSEDED SURVEY CONTROL
 GQ0440
 GQ0440.No superseded survey control is available for this station.
 GQ0440
 GQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF717826(NAD 83)
 GQ0440_MARKER: DB = BENCH MARK DISK
 GQ0440_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0440_SP_SET: ROCK OUTCROP
 GQ0440_STAMPING: 93 DOR 1970 4145
 GQ0440_MARK LOGO: USGS  
 GQ0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0440+STABILITY: POSITION/ELEVATION WELL
 GQ0440
 GQ0440  HISTORY     - Date     Condition        Report By
 GQ0440  HISTORY     - 1970     MONUMENTED       USGS
 GQ0440
 GQ0440                          STATION DESCRIPTION
 GQ0440
 GQ0440'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0440'28.0 KM (17.40 MI) SOUTH FROM ST GEORGE UT.
 GQ0440'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0440'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0440'ROAD TO THE ARIZONA STATE LINE, CONTINUE 10.7 MILES SOUTH ALONG MT.
 GQ0440'TRUMBULL ROAD, 75 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN,
 GQ0440'ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0440'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0440'THE MARK IS 12 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0482 ***********************************************************************
 DV0482  DESIGNATION -  93 Z
 DV0482  PID         -  DV0482
 DV0482  STATE/COUNTY-  AZ/MARICOPA
 DV0482  USGS QUAD   -  PERRYVILLE (1982)
 DV0482
 DV0482                         *CURRENT SURVEY CONTROL
 DV0482  ___________________________________________________________________
 DV0482* NAD 83(1986)-  33 25 16.     (N)    112 25 37.     (W)     SCALED    
 DV0482* NAVD 88     -       286.04   (+/-2cm)     938.4    (feet)  VERTCON   
 DV0482  ___________________________________________________________________
 DV0482  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0482
 DV0482.The horizontal coordinates were scaled from a topographic map and have
 DV0482.an estimated accuracy of +/- 6 seconds.
 DV0482
 DV0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0482.The vertical order pertains to the NGVD 29 superseded value.
 DV0482
 DV0482.The geoid height was determined by GEOID03.
 DV0482
 DV0482;                    North         East    Units  Estimated Accuracy
 DV0482;SPC AZ C     -   268,570.      165,910.      MT  (+/- 180 meters Scaled)
 DV0482
 DV0482                          SUPERSEDED SURVEY CONTROL
 DV0482
 DV0482  NGVD 29 (??/??/92)  285.407  (m)          936.37   (f) ADJ UNCH    2 0
 DV0482
 DV0482.Superseded values are not recommended for survey control.
 DV0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0482.See file dsdata.txt to determine how the superseded data were derived.
 DV0482
 DV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB673988(NAD 83)
 DV0482_MARKER: DD = SURVEY DISK
 DV0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0482_STAMPING: 93 Z 1962
 DV0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0482+STABILITY: SURFACE MOTION
 DV0482
 DV0482  HISTORY     - Date     Condition        Report By
 DV0482  HISTORY     - 1962     MONUMENTED       AZHD
 DV0482  HISTORY     - 1962     GOOD             NGS
 DV0482  HISTORY     - 20060706 POOR             GEOCAC
 DV0482  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0482
 DV0482                          STATION DESCRIPTION
 DV0482
 DV0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0482'7.20 MI SW FROM AVONDALE.
 DV0482'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0482'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD RD, THENCE 4.15 MILES
 DV0482'SOUTHWEST ALONG U.S. HY. 80, THENCE 1.15 MILES ALONG COTTON LANE TO
 DV0482'THE JUNCTION OF LOWER BUCKEYE RD, AND THE MARK SET 1 INCH ABOVE THE
 DV0482'ELEVATION OF LOWER BUCKEYE AND COTTON LANE.  THE MARK IS A DISK SET IN
 DV0482'TOP OF A CONCRETE POST 2.9 FT. NORTH OF A WITNESS POST, 31 FT. SOUTH
 DV0482'OF THE CENTER OF LOWER BUCKEYE RD, 30 FT. WEST OF THE CENTER OF COTTON
 DV0482'LANE, AND 4 FT. SOUTH OF A POWER POLE.
 DV0482
 DV0482                          STATION RECOVERY (2006)
 DV0482
 DV0482'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0482'MARK RECOVERED IN POOR CONDITION.
 DV0482
 DV0482                          STATION RECOVERY (2006)
 DV0482
 DV0482'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0314 ***********************************************************************
 FS0314  DESIGNATION -  933+55
 FS0314  PID         -  FS0314
 FS0314  STATE/COUNTY-  AZ/MOHAVE
 FS0314  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0314
 FS0314                         *CURRENT SURVEY CONTROL
 FS0314  ___________________________________________________________________
 FS0314* NAD 83(1986)-  35 35 22.     (N)    114 23 37.     (W)     SCALED    
 FS0314* NAVD 88     -       837.480  (meters)    2747.63   (feet)  POSTED    
 FS0314  ___________________________________________________________________
 FS0314  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0314  DYNAMIC HT  -         836.540 (meters)    2744.55  (feet)  COMP
 FS0314  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 FS0314
 FS0314  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0314
 FS0314.The horizontal coordinates were scaled from a topographic map and have
 FS0314.an estimated accuracy of +/- 6 seconds.
 FS0314
 FS0314.The orthometric height was determined by differential leveling
 FS0314.and adjusted by the  in 1992.
 FS0314.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0314.rate of 1.1 thru 2.0 mm/km.
 FS0314
 FS0314.The geoid height was determined by GEOID03.
 FS0314
 FS0314.The dynamic height is computed by dividing the NAVD 88
 FS0314.geopotential number by the normal gravity value computed on the
 FS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0314.degrees latitude (g = 980.6199 gals.).
 FS0314
 FS0314.The modeled gravity was interpolated from observed gravity values.
 FS0314
 FS0314;                    North         East    Units  Estimated Accuracy
 FS0314;SPC AZ W     -   509,170.      155,030.      MT  (+/- 180 meters Scaled)
 FS0314
 FS0314                          SUPERSEDED SURVEY CONTROL
 FS0314
 FS0314  NGVD 29 (??/??/92)  836.727  (m)         2745.16   (f) ADJ UNCH    1 1
 FS0314
 FS0314.Superseded values are not recommended for survey control.
 FS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0314.See file dsdata.txt to determine how the superseded data were derived.
 FS0314
 FS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV361415(NAD 83)
 FS0314_MARKER: DD = SURVEY DISK
 FS0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0314_SP_SET: CULVERT
 FS0314_STAMPING: 933+55 2746.06 1935
 FS0314_MARK LOGO: AZHD  
 FS0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0314
 FS0314  HISTORY     - Date     Condition        Report By
 FS0314  HISTORY     - 1935     MONUMENTED       AZHD
 FS0314  HISTORY     - 1949     GOOD             NGS
 FS0314  HISTORY     - 1982     GOOD             NGS
 FS0314
 FS0314                          STATION DESCRIPTION
 FS0314
 FS0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0314'15.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0314'15.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0314'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 4- BY 6-FOOT
 FS0314'CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0314'SOUTHWEST HEAD WALL, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0314'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0314
 FS0314                          STATION RECOVERY (1982)
 FS0314
 FS0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0314'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2375 ***********************************************************************
 CZ2375  DESIGNATION -  938+00
 CZ2375  PID         -  CZ2375
 CZ2375  STATE/COUNTY-  AZ/PIMA
 CZ2375  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2375
 CZ2375                         *CURRENT SURVEY CONTROL
 CZ2375  ___________________________________________________________________
 CZ2375* NAD 83(2007)-  32 14 54.44359(N)    111 13 13.21326(W)     ADJUSTED  
 CZ2375* NAVD 88     -       707.1    (meters)    2320.     (feet)  VERTCON   
 CZ2375  ___________________________________________________________________
 CZ2375  EPOCH DATE  -        2007.00
 CZ2375  X           -  -1,954,552.481 (meters)                     COMP
 CZ2375  Y           -  -5,033,836.852 (meters)                     COMP
 CZ2375  Z           -   3,384,125.684 (meters)                     COMP
 CZ2375  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 CZ2375  ELLIP HEIGHT-         677.156 (meters)          (02/10/07) ADJUSTED
 CZ2375  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ2375
 CZ2375  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2375  Type    PID    Designation                      North   East  Ellip
 CZ2375  -------------------------------------------------------------------
 CZ2375  NETWORK CZ2375 938+00                            0.63   1.02   3.02
 CZ2375  -------------------------------------------------------------------
 CZ2375
 CZ2375.The horizontal coordinates were established by GPS observations
 CZ2375.and adjusted by the National Geodetic Survey in February 2007.
 CZ2375
 CZ2375.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2375.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2375.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2375.The epoch date for horizontal control is a decimal equivalence
 CZ2375.of Year/Month/Day.
 CZ2375
 CZ2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2375
 CZ2375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2375
 CZ2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2375
 CZ2375.The ellipsoidal height was determined by GPS observations
 CZ2375.and is referenced to NAD 83.
 CZ2375
 CZ2375.The geoid height was determined by GEOID03.
 CZ2375
 CZ2375;                    North         East     Units Scale Factor Converg.
 CZ2375;SPC AZ C     -   138,628.120   278,974.465   MT  0.99995307   +0 22 17.6
 CZ2375;SPC AZ C     -   454,816.67    915,270.55   iFT  0.99995307   +0 22 17.6
 CZ2375;UTM  12      - 3,567,997.063   479,244.286   MT  0.99960531   -0 07 03.3
 CZ2375
 CZ2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2375!SPC AZ C     -   0.99989369  x   0.99995307  =   0.99984676
 CZ2375!UTM  12      -   0.99989369  x   0.99960531  =   0.99949904
 CZ2375
 CZ2375                          SUPERSEDED SURVEY CONTROL
 CZ2375
 CZ2375  ELLIP H (06/11/02)  677.181  (m)                       GP(       ) 4 2
 CZ2375  NAD 83(1992)-  32 14 54.44191(N)    111 13 13.21156(W) AD(       ) 1
 CZ2375  ELLIP H (08/23/93)  677.257  (m)                       GP(       ) 4 2
 CZ2375  NAD 83(1986)-  32 14 54.43704(N)    111 13 13.21084(W) AD(       ) 1
 CZ2375  NGVD 29 (05/25/90)  706.4    (m)         2318.     (f) GPS OBS     3  
 CZ2375
 CZ2375.Superseded values are not recommended for survey control.
 CZ2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2375.See file dsdata.txt to determine how the superseded data were derived.
 CZ2375
 CZ2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7924467997(NAD 83)
 CZ2375_MARKER: DB = BENCH MARK DISK
 CZ2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2375_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2375+STABILITY: SURFACE MOTION
 CZ2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2375+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2375
 CZ2375  HISTORY     - Date     Condition        Report By
 CZ2375  HISTORY     - 1987     MONUMENTED       BOR
 CZ2375  HISTORY     - 19970129 GOOD             USPSQD
 CZ2375
 CZ2375                          STATION DESCRIPTION
 CZ2375
 CZ2375'DESCRIBED BY US BUREAU OF RECLAMATION 1987 (UNK)
 CZ2375'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 CZ2375'WEST-NORTHWEST OF SOUTH TUCSON,
 CZ2375'17.7 KM (11 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10 AND
 CZ2375'16.1 KM (10 MI) NORTHEAST OF THREE POINTS.
 CZ2375'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2375'85740-6510, PHONE 602-629-6601.
 CZ2375'
 CZ2375'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2375'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2375'TUCSON, GO WEST FOR 8.4 KM (5.2 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ2375'ROAD LEFT, SANDARIO RD.
 CZ2375'TURN LEFT AND GO SOUTH FOR 9.2 KM (5.7 MI) ON SANDARIO RD TO A
 CZ2375'PAVED ROAD RIGHT, ORANGE GROVE RD.
 CZ2375'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 8.1 KM (5.05 MI) ON
 CZ2375'SANDARIO RD TO A PAVED ROAD RIGHT, MILE WIDE RD.
 CZ2375'TURN RIGHT AND GO WEST FOR 0.2 KM (0.1 MI) ON MILE WIDE RD TO A
 CZ2375'PRIVATE DIRT DRIVE LEFT AND THE STATION ON THE RIGHT, SURROUNDED BY
 CZ2375'THREE METAL FENCE POSTS.
 CZ2375'
 CZ2375'THE STATION IS A STANDARD USBR DISK
 CZ2375'STAMPED---C-REF. STA.938+00.00 150 FT. RT. R-4---,
 CZ2375'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ2375'30 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 CZ2375'48.92 METERS (160.5 FT) NORTH-NORTHWEST FROM THE UTILITY POLE
 CZ2375'NUMBER 229 AT A POWERLINE JUNCTION,
 CZ2375'26.52 METERS (87.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2375'OF MILE WIDE RD,
 CZ2375'24.08 METERS (79.0 FT) EAST-NORTHEAST FROM THE SOUTHERN ONE OF
 CZ2375'THREE SAGUARO CACTI IN A CLUSTER,
 CZ2375'5.49 METERS (18.0 FT) WEST-SOUTHWEST FROM THE PROLONGATION OF THE
 CZ2375'APPROXIMATE CENTER OF THE DIRT DRIVE AND
 CZ2375'0.61 METERS (2.0 FT) SOUTH-SOUTHWEST FROM THE NORTHEASTERN ONE OF
 CZ2375'THREE FENCE POSTS THAT SURROUND THE STATION.
 CZ2375'
 CZ2375'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2375'
 CZ2375'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2375'
 CZ2375'DESCRIBED BY D.F. CALLAHAN.
 CZ2375
 CZ2375                          STATION RECOVERY (1997)
 CZ2375
 CZ2375'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1503 ***********************************************************************
 DU1503  DESIGNATION -  938+10
 DU1503  PID         -  DU1503
 DU1503  STATE/COUNTY-  AZ/PINAL
 DU1503  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1503
 DU1503                         *CURRENT SURVEY CONTROL
 DU1503  ___________________________________________________________________
 DU1503* NAD 83(1986)-  33 23 54.     (N)    111 31 20.     (W)     SCALED    
 DU1503* NAVD 88     -       521.48   (+/-2cm)    1710.9    (feet)  VERTCON   
 DU1503  ___________________________________________________________________
 DU1503  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1503  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1503
 DU1503.The horizontal coordinates were scaled from a topographic map and have
 DU1503.an estimated accuracy of +/- 6 seconds.
 DU1503
 DU1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1503.The vertical order pertains to the NGVD 29 superseded value.
 DU1503
 DU1503.The geoid height was determined by GEOID03.
 DU1503
 DU1503;                    North         East    Units  Estimated Accuracy
 DU1503;SPC AZ C     -   266,000.      250,050.      MT  (+/- 180 meters Scaled)
 DU1503
 DU1503                          SUPERSEDED SURVEY CONTROL
 DU1503
 DU1503  NGVD 29 (??/??/92)  520.910  (m)         1709.02   (f) ADJ UNCH    1 1
 DU1503
 DU1503.Superseded values are not recommended for survey control.
 DU1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1503.See file dsdata.txt to determine how the superseded data were derived.
 DU1503
 DU1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514955(NAD 83)
 DU1503_MARKER: DD = SURVEY DISK
 DU1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1503_SP_SET: CULVERT
 DU1503_STAMPING: 938+10
 DU1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1503+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU1503
 DU1503  HISTORY     - Date     Condition        Report By
 DU1503  HISTORY     - UNK      MONUMENTED       AZHD
 DU1503  HISTORY     - 1975     GOOD             AZDT
 DU1503  HISTORY     - 1975     GOOD             AZDT
 DU1503  HISTORY     - 20061227 GOOD             GEOCAC
 DU1503
 DU1503                          STATION DESCRIPTION
 DU1503
 DU1503'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1503'1.1 MI SE FROM PALM SPRINGS.
 DU1503'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1503'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1503'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1503'HEADWALL.
 DU1503
 DU1503                          STATION RECOVERY (1975)
 DU1503
 DU1503'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1503'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.8
 DU1503'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1503'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1503'HEADWALL.
 DU1503
 DU1503                          STATION RECOVERY (2006)
 DU1503
 DU1503'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0665 ***********************************************************************
 ER0665  DESIGNATION -  94 BKC
 ER0665  PID         -  ER0665
 ER0665  STATE/COUNTY-  AZ/APACHE
 ER0665  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0665
 ER0665                         *CURRENT SURVEY CONTROL
 ER0665  ___________________________________________________________________
 ER0665* NAD 83(1986)-  34 17 10.     (N)    109 50 11.     (W)     SCALED    
 ER0665* NAVD 88     -      1994.100  (meters)    6542.31   (feet)  ADJUSTED  
 ER0665  ___________________________________________________________________
 ER0665  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ER0665  DYNAMIC HT  -        1991.122 (meters)    6532.54  (feet)  COMP
 ER0665  MODELED GRAV-     979,071.2   (mgal)                       NAVD 88
 ER0665
 ER0665  VERT ORDER  -  SECOND    CLASS 0
 ER0665
 ER0665.The horizontal coordinates were scaled from a topographic map and have
 ER0665.an estimated accuracy of +/- 6 seconds.
 ER0665
 ER0665.The orthometric height was determined by differential leveling
 ER0665.and adjusted in June 1991.
 ER0665
 ER0665.The geoid height was determined by GEOID03.
 ER0665
 ER0665.The dynamic height is computed by dividing the NAVD 88
 ER0665.geopotential number by the normal gravity value computed on the
 ER0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0665.degrees latitude (g = 980.6199 gals.).
 ER0665
 ER0665.The modeled gravity was interpolated from observed gravity values.
 ER0665
 ER0665;                    North         East    Units  Estimated Accuracy
 ER0665;SPC AZ E     -   364,440.      243,770.      MT  (+/- 180 meters Scaled)
 ER0665
 ER0665                          SUPERSEDED SURVEY CONTROL
 ER0665
 ER0665  NGVD 29 (??/??/92) 1993.22   (m)         6539.4    (f) COMPUTED    2 0
 ER0665
 ER0665.Superseded values are not recommended for survey control.
 ER0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0665.See file dsdata.txt to determine how the superseded data were derived.
 ER0665
 ER0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC070944(NAD 83)
 ER0665_MARKER: DB = BENCH MARK DISK
 ER0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0665_SP_SET: COPPER-CLAD STEEL ROD
 ER0665_STAMPING: 94 BKC 1968 6540
 ER0665_MARK LOGO: USGS  
 ER0665_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0665+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0665
 ER0665  HISTORY     - Date     Condition        Report By
 ER0665  HISTORY     - 1968     MONUMENTED       USGS
 ER0665
 ER0665                          STATION DESCRIPTION
 ER0665
 ER0665'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0665'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 9.4 MILES
 ER0665'WEST ALONG U S HIGHWAY 60, TO THE JUNCTION OF ARIZONA STATE HIGHWAY
 ER0665'61, 390 FEET WEST OF THE JUNCTION, 93 FEET NORTH OF U S HIGHWAY 60,
 ER0665'89 FEET WEST OF A POWER POLE, 1.8 FEET SOUTH OF A FENCE, SET ON A
 ER0665'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0556 ***********************************************************************
 ER0556  DESIGNATION -  94 DOR
 ER0556  PID         -  ER0556
 ER0556  STATE/COUNTY-  AZ/APACHE
 ER0556  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0556
 ER0556                         *CURRENT SURVEY CONTROL
 ER0556  ___________________________________________________________________
 ER0556* NAD 83(1986)-  34 55 12.     (N)    109 30 17.     (W)     SCALED    
 ER0556* NAVD 88     -      1886.286  (meters)    6188.59   (feet)  ADJUSTED  
 ER0556  ___________________________________________________________________
 ER0556  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0556  DYNAMIC HT  -        1883.576 (meters)    6179.70  (feet)  COMP
 ER0556  MODELED GRAV-     979,130.9   (mgal)                       NAVD 88
 ER0556
 ER0556  VERT ORDER  -  SECOND    CLASS II
 ER0556
 ER0556.The horizontal coordinates were scaled from a topographic map and have
 ER0556.an estimated accuracy of +/- 6 seconds.
 ER0556
 ER0556.The orthometric height was determined by differential leveling
 ER0556.and adjusted in June 1991.
 ER0556
 ER0556.The geoid height was determined by GEOID03.
 ER0556
 ER0556.The dynamic height is computed by dividing the NAVD 88
 ER0556.geopotential number by the normal gravity value computed on the
 ER0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0556.degrees latitude (g = 980.6199 gals.).
 ER0556
 ER0556.The modeled gravity was interpolated from observed gravity values.
 ER0556
 ER0556;                    North         East    Units  Estimated Accuracy
 ER0556;SPC AZ E     -   434,900.      273,840.      MT  (+/- 180 meters Scaled)
 ER0556
 ER0556                          SUPERSEDED SURVEY CONTROL
 ER0556
 ER0556.No superseded survey control is available for this station.
 ER0556
 ER0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365651(NAD 83)
 ER0556_MARKER: DB = BENCH MARK DISK
 ER0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0556_SP_SET: CONCRETE POST
 ER0556_STAMPING: 94 DOR 1972 6185
 ER0556_MARK LOGO: USGS  
 ER0556_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0556+STABILITY: SURFACE MOTION
 ER0556
 ER0556  HISTORY     - Date     Condition        Report By
 ER0556  HISTORY     - 1972     MONUMENTED       USGS
 ER0556
 ER0556                          STATION DESCRIPTION
 ER0556
 ER0556'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0556'26.1 KM (16.20 MI) SOUTH FROM NAVAJO.
 ER0556'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0556'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0556'THENCE 1.1 MILES EAST ALONG A FENCE TO A WINDMILL, THENCE 2.2 MILES
 ER0556'SOUTH ALONG A FENCE TO THE TOP OF A SLIGHT RISE, 175 FEET NORTH OF A
 ER0556'GATE, 75 FEET NORTH OF A GATE, 75 FEET NORTH OF A Y-FENCE SOUTHWEST,
 ER0556'AND 1.0 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0441 ***********************************************************************
 GQ0441  DESIGNATION -  94 DOR
 GQ0441  PID         -  GQ0441
 GQ0441  STATE/COUNTY-  AZ/MOHAVE
 GQ0441  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0441
 GQ0441                         *CURRENT SURVEY CONTROL
 GQ0441  ___________________________________________________________________
 GQ0441* NAD 83(1986)-  36 51 12.     (N)    113 34 31.     (W)     SCALED    
 GQ0441* NAVD 88     -      1331.949  (meters)    4369.90   (feet)  POSTED    
 GQ0441  ___________________________________________________________________
 GQ0441  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 GQ0441  DYNAMIC HT  -        1330.480 (meters)    4365.08  (feet)  COMP
 GQ0441  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 GQ0441
 GQ0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0441
 GQ0441.The horizontal coordinates were scaled from a topographic map and have
 GQ0441.an estimated accuracy of +/- 6 seconds.
 GQ0441
 GQ0441.The orthometric height was determined by differential leveling
 GQ0441.and adjusted by the  in 1992.
 GQ0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0441.rate of 0.0 thru 1.0 mm/km.
 GQ0441
 GQ0441.The geoid height was determined by GEOID03.
 GQ0441
 GQ0441.The dynamic height is computed by dividing the NAVD 88
 GQ0441.geopotential number by the normal gravity value computed on the
 GQ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0441.degrees latitude (g = 980.6199 gals.).
 GQ0441
 GQ0441.The modeled gravity was interpolated from observed gravity values.
 GQ0441
 GQ0441;                    North         East    Units  Estimated Accuracy
 GQ0441;SPC AZ W     -   649,230.      228,940.      MT  (+/- 180 meters Scaled)
 GQ0441
 GQ0441                          SUPERSEDED SURVEY CONTROL
 GQ0441
 GQ0441.No superseded survey control is available for this station.
 GQ0441
 GQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF704816(NAD 83)
 GQ0441_MARKER: DB = BENCH MARK DISK
 GQ0441_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0441_SP_SET: ROCK OUTCROP
 GQ0441_STAMPING: 94 DOR 1970 4367
 GQ0441_MARK LOGO: USGS  
 GQ0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0441+STABILITY: POSITION/ELEVATION WELL
 GQ0441
 GQ0441  HISTORY     - Date     Condition        Report By
 GQ0441  HISTORY     - 1970     MONUMENTED       USGS
 GQ0441
 GQ0441                          STATION DESCRIPTION
 GQ0441
 GQ0441'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0441'29.5 KM (18.30 MI) SOUTH FROM ST GEORGE UT.
 GQ0441'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0441'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0441'ROAD TO THE ARIZONA STATE LINE, CONTINUE 11.6 MILES SOUTH ALONG MT.
 GQ0441'TRUMBULL ROAD TO THE JUNCTION OF AN OLD ROAD, 230 FEET EAST OF A
 GQ0441'QUAIL CANYON SIGN, 185 FEET NORTHEAST OF THE OLD ROAD JUNCTION, 80
 GQ0441'FEET SOUTH OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE
 GQ0441'PROJECTING 3-INCHES.
 GQ0441'THE MARK IS 1.5 FT  NW FROM  A WITNESS POST
 GQ0441'THE MARK IS 13 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0662 ***********************************************************************
 GP0662  DESIGNATION -  94 DOR
 GP0662  PID         -  GP0662
 GP0662  STATE/COUNTY-  AZ/COCONINO
 GP0662  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0662
 GP0662                         *CURRENT SURVEY CONTROL
 GP0662  ___________________________________________________________________
 GP0662* NAD 83(1986)-  36 24 10.     (N)    110 53 02.     (W)     SCALED    
 GP0662* NAVD 88     -      1741.201  (meters)    5712.59   (feet)  ADJUSTED  
 GP0662  ___________________________________________________________________
 GP0662  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 GP0662  DYNAMIC HT  -        1739.030 (meters)    5705.47  (feet)  COMP
 GP0662  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 GP0662
 GP0662  VERT ORDER  -  SECOND    CLASS 0
 GP0662
 GP0662.The horizontal coordinates were scaled from a topographic map and have
 GP0662.an estimated accuracy of +/- 6 seconds.
 GP0662
 GP0662.The orthometric height was determined by differential leveling
 GP0662.and adjusted in June 1991.
 GP0662
 GP0662.The geoid height was determined by GEOID03.
 GP0662
 GP0662.The dynamic height is computed by dividing the NAVD 88
 GP0662.geopotential number by the normal gravity value computed on the
 GP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0662.degrees latitude (g = 980.6199 gals.).
 GP0662
 GP0662.The modeled gravity was interpolated from observed gravity values.
 GP0662
 GP0662;                    North         East    Units  Estimated Accuracy
 GP0662;SPC AZ C     -   599,700.      306,000.      MT  (+/- 180 meters Scaled)
 GP0662
 GP0662                          SUPERSEDED SURVEY CONTROL
 GP0662
 GP0662  NGVD 29 (??/??/92) 1740.23   (m)         5709.4    (f) COMPUTED    2 0
 GP0662
 GP0662.Superseded values are not recommended for survey control.
 GP0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0662.See file dsdata.txt to determine how the superseded data were derived.
 GP0662
 GP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF104286(NAD 83)
 GP0662_MARKER: DB = BENCH MARK DISK
 GP0662_SETTING: 66 = SET IN ROCK OUTCROP
 GP0662_SP_SET: ROCK OUTCROP
 GP0662_STAMPING: 94 DOR 1969 5909
 GP0662_MARK LOGO: USGS  
 GP0662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0662+STABILITY: POSITION/ELEVATION WELL
 GP0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0662+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0662
 GP0662  HISTORY     - Date     Condition        Report By
 GP0662  HISTORY     - 1969     MONUMENTED       USGS
 GP0662
 GP0662                          STATION DESCRIPTION
 GP0662
 GP0662'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0662'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0662'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0662'NORTH, THENCE 0.8 MILES NORTH, 48 FEET WEST AND 9 FEET HIGHER THAN
 GP0662'THE ROAD, 2 FEET SOUTHEAST OF A WITNESS, SET IN THE HIGH POINT OF A
 GP0662'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0313 ***********************************************************************
 FS0313  DESIGNATION -  941+00
 FS0313  PID         -  FS0313
 FS0313  STATE/COUNTY-  AZ/MOHAVE
 FS0313  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0313
 FS0313                         *CURRENT SURVEY CONTROL
 FS0313  ___________________________________________________________________
 FS0313* NAD 83(1986)-  35 35 36.     (N)    114 23 49.     (W)     SCALED    
 FS0313* NAVD 88     -       835.135  (meters)    2739.94   (feet)  POSTED    
 FS0313  ___________________________________________________________________
 FS0313  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0313  DYNAMIC HT  -         834.200 (meters)    2736.87  (feet)  COMP
 FS0313  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 FS0313
 FS0313  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0313
 FS0313.The horizontal coordinates were scaled from a topographic map and have
 FS0313.an estimated accuracy of +/- 6 seconds.
 FS0313
 FS0313.The orthometric height was determined by differential leveling
 FS0313.and adjusted by the  in 1992.
 FS0313.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0313.rate of 2.1 thru 3.0 mm/km.
 FS0313
 FS0313.The geoid height was determined by GEOID03.
 FS0313
 FS0313.The dynamic height is computed by dividing the NAVD 88
 FS0313.geopotential number by the normal gravity value computed on the
 FS0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0313.degrees latitude (g = 980.6199 gals.).
 FS0313
 FS0313.The modeled gravity was interpolated from observed gravity values.
 FS0313
 FS0313;                    North         East    Units  Estimated Accuracy
 FS0313;SPC AZ W     -   509,610.      154,740.      MT  (+/- 180 meters Scaled)
 FS0313
 FS0313                          SUPERSEDED SURVEY CONTROL
 FS0313
 FS0313  NGVD 29 (??/??/92)  834.384  (m)         2737.47   (f) ADJ UNCH    1 1
 FS0313
 FS0313.Superseded values are not recommended for survey control.
 FS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0313.See file dsdata.txt to determine how the superseded data were derived.
 FS0313
 FS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV358419(NAD 83)
 FS0313_MARKER: DD = SURVEY DISK
 FS0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0313_SP_SET: CULVERT
 FS0313_STAMPING: 941+00 2738.38 1935
 FS0313_MARK LOGO: AZHD  
 FS0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0313
 FS0313  HISTORY     - Date     Condition        Report By
 FS0313  HISTORY     - 1935     MONUMENTED       AZHD
 FS0313  HISTORY     - 1949     GOOD             NGS
 FS0313  HISTORY     - 1982     GOOD             NGS
 FS0313
 FS0313                          STATION DESCRIPTION
 FS0313
 FS0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0313'15.6 MI NW FROM GRASSHOPPER JUNCTION.
 FS0313'15.6 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0313'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0313'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0313'SOUTHWEST CONCRETE HEAD WALL, 15.8 FEET SOUTHWEST OF THE CENTER
 FS0313'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0313
 FS0313                          STATION RECOVERY (1982)
 FS0313
 FS0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0313'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1502 ***********************************************************************
 DU1502  DESIGNATION -  943+77
 DU1502  PID         -  DU1502
 DU1502  STATE/COUNTY-  AZ/PINAL
 DU1502  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1502
 DU1502                         *CURRENT SURVEY CONTROL
 DU1502  ___________________________________________________________________
 DU1502* NAD 83(1986)-  33 23 48.     (N)    111 31 14.     (W)     SCALED    
 DU1502* NAVD 88     -       520.41   (+/-2cm)    1707.4    (feet)  VERTCON   
 DU1502  ___________________________________________________________________
 DU1502  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1502  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1502
 DU1502.The horizontal coordinates were scaled from a topographic map and have
 DU1502.an estimated accuracy of +/- 6 seconds.
 DU1502
 DU1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1502.The vertical order pertains to the NGVD 29 superseded value.
 DU1502
 DU1502.The geoid height was determined by GEOID03.
 DU1502
 DU1502;                    North         East    Units  Estimated Accuracy
 DU1502;SPC AZ C     -   265,810.      250,210.      MT  (+/- 180 meters Scaled)
 DU1502
 DU1502                          SUPERSEDED SURVEY CONTROL
 DU1502
 DU1502  NGVD 29 (??/??/92)  519.845  (m)         1705.52   (f) ADJ UNCH    1 1
 DU1502
 DU1502.Superseded values are not recommended for survey control.
 DU1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1502.See file dsdata.txt to determine how the superseded data were derived.
 DU1502
 DU1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB515953(NAD 83)
 DU1502_MARKER: DD = SURVEY DISK
 DU1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1502_SP_SET: CULVERT
 DU1502_STAMPING: 943+77
 DU1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1502+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2007
 DU1502
 DU1502  HISTORY     - Date     Condition        Report By
 DU1502  HISTORY     - UNK      MONUMENTED       AZHD
 DU1502  HISTORY     - 1975     GOOD             AZDT
 DU1502  HISTORY     - 1975     GOOD             AZDT
 DU1502  HISTORY     - 20070304 GOOD             GEOCAC
 DU1502
 DU1502                          STATION DESCRIPTION
 DU1502
 DU1502'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1502'1.2 MI SE FROM PALM SPRINGS.
 DU1502'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1502'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1502'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1502'HEADWALL.
 DU1502
 DU1502                          STATION RECOVERY (1975)
 DU1502
 DU1502'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1502'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.9
 DU1502'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1502'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1502'HEADWALL.
 DU1502
 DU1502                          STATION RECOVERY (2007)
 DU1502
 DU1502'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0115 ***********************************************************************
 CZ0115  DESIGNATION -  944+35.80
 CZ0115  PID         -  CZ0115
 CZ0115  STATE/COUNTY-  AZ/PIMA
 CZ0115  USGS QUAD   -  ORO VALLEY (1981)
 CZ0115
 CZ0115                         *CURRENT SURVEY CONTROL
 CZ0115  ___________________________________________________________________
 CZ0115* NAD 83(1986)-  32 29 04.     (N)    110 55 24.     (W)     SCALED    
 CZ0115* NAVD 88     -       926.93   (+/-2cm)    3041.1    (feet)  VERTCON   
 CZ0115  ___________________________________________________________________
 CZ0115  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0115
 CZ0115.The horizontal coordinates were scaled from a topographic map and have
 CZ0115.an estimated accuracy of +/- 6 seconds.
 CZ0115
 CZ0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0115.The vertical order pertains to the NGVD 29 superseded value.
 CZ0115
 CZ0115.The geoid height was determined by GEOID03.
 CZ0115
 CZ0115;                    North         East    Units  Estimated Accuracy
 CZ0115;SPC AZ C     -   165,020.      306,720.      MT  (+/- 180 meters Scaled)
 CZ0115
 CZ0115                          SUPERSEDED SURVEY CONTROL
 CZ0115
 CZ0115  NGVD 29 (??/??/92)  926.230  (m)         3038.81   (f) ADJ UNCH    2 0
 CZ0115
 CZ0115.Superseded values are not recommended for survey control.
 CZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0115.See file dsdata.txt to determine how the superseded data were derived.
 CZ0115
 CZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA072941(NAD 83)
 CZ0115_MARKER: DD = SURVEY DISK
 CZ0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0115_SP_SET: BRIDGE
 CZ0115_STAMPING: 944+35.80 1954 3039
 CZ0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0115
 CZ0115  HISTORY     - Date     Condition        Report By
 CZ0115  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0115  HISTORY     - 1962     GOOD             NGS
 CZ0115
 CZ0115                          STATION DESCRIPTION
 CZ0115
 CZ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0115'16.3 MI SW FROM ORACLE.
 CZ0115'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE AT
 CZ0115'ORACLE TO ORACLE JUNCTION, THENCE 4.9 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0115'80 AND 89 FROM ORACLE JUNCTION, 23.4 FEET EAST OF THE CENTER OF U.S.
 CZ0115'HIGHWAYS 80 AND 89, A BRONZE DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 CZ0115'END OF THE HEADWALL OF A BRIDGE CROSSING A DRY WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0666 ***********************************************************************
 ER0666  DESIGNATION -  95 BKC
 ER0666  PID         -  ER0666
 ER0666  STATE/COUNTY-  AZ/NAVAJO
 ER0666  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0666
 ER0666                         *CURRENT SURVEY CONTROL
 ER0666  ___________________________________________________________________
 ER0666* NAD 83(1986)-  34 16 58.     (N)    109 51 18.     (W)     SCALED    
 ER0666* NAVD 88     -      2000.297  (meters)    6562.64   (feet)  ADJUSTED  
 ER0666  ___________________________________________________________________
 ER0666  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0666  DYNAMIC HT  -        1997.306 (meters)    6552.83  (feet)  COMP
 ER0666  MODELED GRAV-     979,068.6   (mgal)                       NAVD 88
 ER0666
 ER0666  VERT ORDER  -  SECOND    CLASS 0
 ER0666
 ER0666.The horizontal coordinates were scaled from a topographic map and have
 ER0666.an estimated accuracy of +/- 6 seconds.
 ER0666
 ER0666.The orthometric height was determined by differential leveling
 ER0666.and adjusted in June 1991.
 ER0666
 ER0666.The geoid height was determined by GEOID03.
 ER0666
 ER0666.The dynamic height is computed by dividing the NAVD 88
 ER0666.geopotential number by the normal gravity value computed on the
 ER0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0666.degrees latitude (g = 980.6199 gals.).
 ER0666
 ER0666.The modeled gravity was interpolated from observed gravity values.
 ER0666
 ER0666;                    North         East    Units  Estimated Accuracy
 ER0666;SPC AZ E     -   364,060.      242,060.      MT  (+/- 180 meters Scaled)
 ER0666
 ER0666                          SUPERSEDED SURVEY CONTROL
 ER0666
 ER0666  NGVD 29 (??/??/92) 1999.41   (m)         6559.7    (f) COMPUTED    2 0
 ER0666
 ER0666.Superseded values are not recommended for survey control.
 ER0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0666.See file dsdata.txt to determine how the superseded data were derived.
 ER0666
 ER0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC053941(NAD 83)
 ER0666_MARKER: DB = BENCH MARK DISK
 ER0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0666_SP_SET: COPPER-CLAD STEEL ROD
 ER0666_STAMPING: 95 BKC 1968 6560
 ER0666_MARK LOGO: USGS  
 ER0666_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0666+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0666
 ER0666  HISTORY     - Date     Condition        Report By
 ER0666  HISTORY     - 1968     MONUMENTED       USGS
 ER0666
 ER0666                          STATION DESCRIPTION
 ER0666
 ER0666'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0666'FROM THE MIDWAY SERVICE STATION IN VERNON, ARIZONA, PROCEED 10.5
 ER0666'MILES WEST ALONG U S HIGHWAY 60, 9.9 MILES EAST OF SHOW LOW POST
 ER0666'OFFICE, ALONG U S HIGHWAY 60, NEAR A FOREST SERVICE SIGN -LEAVING
 ER0666'SITGREAVES NATIONAL FOREST-, 100 FEET NORTH OF THE HIGHWAY, 55 FEET
 ER0666'NORTHWEST OF A SIGN, 0.7 FEET SOUTH OF A WITNESS POST, SET ON A
 ER0666'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0557 ***********************************************************************
 ER0557  DESIGNATION -  95 DOR
 ER0557  PID         -  ER0557
 ER0557  STATE/COUNTY-  AZ/APACHE
 ER0557  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0557
 ER0557                         *CURRENT SURVEY CONTROL
 ER0557  ___________________________________________________________________
 ER0557* NAD 83(1986)-  34 54 41.     (N)    109 30 16.     (W)     SCALED    
 ER0557* NAVD 88     -      1871.592  (meters)    6140.38   (feet)  ADJUSTED  
 ER0557  ___________________________________________________________________
 ER0557  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0557  DYNAMIC HT  -        1868.902 (meters)    6131.56  (feet)  COMP
 ER0557  MODELED GRAV-     979,131.0   (mgal)                       NAVD 88
 ER0557
 ER0557  VERT ORDER  -  SECOND    CLASS II
 ER0557
 ER0557.The horizontal coordinates were scaled from a topographic map and have
 ER0557.an estimated accuracy of +/- 6 seconds.
 ER0557
 ER0557.The orthometric height was determined by differential leveling
 ER0557.and adjusted in June 1991.
 ER0557
 ER0557.The geoid height was determined by GEOID03.
 ER0557
 ER0557.The dynamic height is computed by dividing the NAVD 88
 ER0557.geopotential number by the normal gravity value computed on the
 ER0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0557.degrees latitude (g = 980.6199 gals.).
 ER0557
 ER0557.The modeled gravity was interpolated from observed gravity values.
 ER0557
 ER0557;                    North         East    Units  Estimated Accuracy
 ER0557;SPC AZ E     -   433,950.      273,870.      MT  (+/- 180 meters Scaled)
 ER0557
 ER0557                          SUPERSEDED SURVEY CONTROL
 ER0557
 ER0557.No superseded survey control is available for this station.
 ER0557
 ER0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD366642(NAD 83)
 ER0557_MARKER: DB = BENCH MARK DISK
 ER0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0557_SP_SET: CONCRETE POST
 ER0557_STAMPING: 95 DOR 1972 6137
 ER0557_MARK LOGO: USGS  
 ER0557_PROJECTION: PROJECTING 25 CENTIMETERS
 ER0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0557+STABILITY: SURFACE MOTION
 ER0557
 ER0557  HISTORY     - Date     Condition        Report By
 ER0557  HISTORY     - 1972     MONUMENTED       USGS
 ER0557
 ER0557                          STATION DESCRIPTION
 ER0557
 ER0557'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0557'26.1 KM (16.20 MI) SOUTH FROM NAVAJO.
 ER0557'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG A FRONTAGE ROAD
 ER0557'TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST, THENCE
 ER0557'2.3 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILES EAST ALONG A
 ER0557'LARGE DRY WASH, THENCE 0.4 MILES NORTH TO THE BROW OF A HILL JUST
 ER0557'NORTHEAST OF AN ABANDONED RANCH, 60 FEET NORTH OF THE BROW OF THE
 ER0557'HILL, AND 1.0 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0442 ***********************************************************************
 GQ0442  DESIGNATION -  95 DOR
 GQ0442  PID         -  GQ0442
 GQ0442  STATE/COUNTY-  AZ/MOHAVE
 GQ0442  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0442
 GQ0442                         *CURRENT SURVEY CONTROL
 GQ0442  ___________________________________________________________________
 GQ0442* NAD 83(2007)-  36 50 34.45514(N)    113 34 39.02447(W)     ADJUSTED  
 GQ0442* NAVD 88     -      1397.958  (meters)    4586.47   (feet)  POSTED    
 GQ0442  ___________________________________________________________________
 GQ0442  EPOCH DATE  -        2007.00
 GQ0442  X           -  -2,044,571.274 (meters)                     COMP
 GQ0442  Y           -  -4,684,851.122 (meters)                     COMP
 GQ0442  Z           -   3,804,279.282 (meters)                     COMP
 GQ0442  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 GQ0442  ELLIP HEIGHT-        1373.882 (meters)          (02/17/09) ADJUSTED
 GQ0442  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 GQ0442  DYNAMIC HT  -        1396.400 (meters)    4581.36  (feet)  COMP
 GQ0442  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 GQ0442
 GQ0442  HORZ ORDER  -  A
 GQ0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0442  ELLP ORDER  -  FOURTH    CLASS I
 GQ0442
 GQ0442.The horizontal coordinates were established by GPS observations
 GQ0442.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0442
 GQ0442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0442.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0442.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0442.The epoch date for horizontal control is a decimal equivalence
 GQ0442.of Year/Month/Day.
 GQ0442
 GQ0442.The orthometric height was determined by differential leveling
 GQ0442.and adjusted by the  in 1992.
 GQ0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0442.rate of 0.0 thru 1.0 mm/km.
 GQ0442
 GQ0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0442
 GQ0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0442
 GQ0442.The ellipsoidal height was determined by GPS observations
 GQ0442.and is referenced to NAD 83.
 GQ0442
 GQ0442.The geoid height was determined by GEOID03.
 GQ0442
 GQ0442.The dynamic height is computed by dividing the NAVD 88
 GQ0442.geopotential number by the normal gravity value computed on the
 GQ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0442.degrees latitude (g = 980.6199 gals.).
 GQ0442
 GQ0442.The modeled gravity was interpolated from observed gravity values.
 GQ0442
 GQ0442;                    North         East     Units Scale Factor Converg.
 GQ0442;SPC AZ W     -   648,073.441   228,744.419   MT  0.99993625   +0 06 12.4
 GQ0442;SPC AZ W     - 2,126,225.20    750,473.82   iFT  0.99993625   +0 06 12.4
 GQ0442;UTM  12      - 4,080,546.438   270,170.666   MT  1.00025078   -1 32 46.4
 GQ0442
 GQ0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0442!SPC AZ W     -   0.99978444  x   0.99993625  =   0.99972070
 GQ0442!UTM  12      -   0.99978444  x   1.00025078  =   1.00003516
 GQ0442
 GQ0442                          SUPERSEDED SURVEY CONTROL
 GQ0442
 GQ0442  NAVD 88 (02/17/09) 1397.96   (m)         4586.5    (f) LEVELING    3  
 GQ0442
 GQ0442.Superseded values are not recommended for survey control.
 GQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0442.See file dsdata.txt to determine how the superseded data were derived.
 GQ0442
 GQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7017180546(NAD 83)
 GQ0442_MARKER: DB = BENCH MARK DISK
 GQ0442_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0442_SP_SET: ROCK OUTCROP
 GQ0442_STAMPING: 95 DOR 1970 4584
 GQ0442_MARK LOGO: USGS  
 GQ0442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0442+STABILITY: POSITION/ELEVATION WELL
 GQ0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0442+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0442
 GQ0442  HISTORY     - Date     Condition        Report By
 GQ0442  HISTORY     - 1970     MONUMENTED       USGS
 GQ0442  HISTORY     - 20080910 GOOD             GEOANA
 GQ0442
 GQ0442                          STATION DESCRIPTION
 GQ0442
 GQ0442'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0442'30.7 KM (19.10 MI) SOUTH FROM ST GEORGE UT.
 GQ0442'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0442'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0442'ROAD TO THE ARIZONA STATE LINE, CONTINUE 12.4 MILES SOUTH ALONG MT.
 GQ0442'TRUMBULL ROAD, 50 FEET SOUTHEAST OF A DRY WASH, 37 FEET NORTH OF THE
 GQ0442'ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0442'THE MARK IS 2 FT  N FROM  A WITNESS POST
 GQ0442'THE MARK IS 40 FT ABOVE DRY WASH.
 GQ0442
 GQ0442                          STATION RECOVERY (2008)
 GQ0442
 GQ0442'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0442'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0663 ***********************************************************************
 GP0663  DESIGNATION -  95 DOR
 GP0663  PID         -  GP0663
 GP0663  STATE/COUNTY-  AZ/COCONINO
 GP0663  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0663
 GP0663                         *CURRENT SURVEY CONTROL
 GP0663  ___________________________________________________________________
 GP0663* NAD 83(1986)-  36 24 56.     (N)    110 53 12.     (W)     SCALED    
 GP0663* NAVD 88     -      1757.506  (meters)    5766.08   (feet)  ADJUSTED  
 GP0663  ___________________________________________________________________
 GP0663  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 GP0663  DYNAMIC HT  -        1755.318 (meters)    5758.91  (feet)  COMP
 GP0663  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 GP0663
 GP0663  VERT ORDER  -  SECOND    CLASS 0
 GP0663
 GP0663.The horizontal coordinates were scaled from a topographic map and have
 GP0663.an estimated accuracy of +/- 6 seconds.
 GP0663
 GP0663.The orthometric height was determined by differential leveling
 GP0663.and adjusted in June 1991.
 GP0663
 GP0663.The geoid height was determined by GEOID03.
 GP0663
 GP0663.The dynamic height is computed by dividing the NAVD 88
 GP0663.geopotential number by the normal gravity value computed on the
 GP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0663.degrees latitude (g = 980.6199 gals.).
 GP0663
 GP0663.The modeled gravity was interpolated from observed gravity values.
 GP0663
 GP0663;                    North         East    Units  Estimated Accuracy
 GP0663;SPC AZ C     -   601,110.      305,730.      MT  (+/- 180 meters Scaled)
 GP0663
 GP0663                          SUPERSEDED SURVEY CONTROL
 GP0663
 GP0663  NGVD 29 (??/??/92) 1756.55   (m)         5762.9    (f) COMPUTED    2 0
 GP0663
 GP0663.Superseded values are not recommended for survey control.
 GP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0663.See file dsdata.txt to determine how the superseded data were derived.
 GP0663
 GP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF101300(NAD 83)
 GP0663_MARKER: DB = BENCH MARK DISK
 GP0663_SETTING: 66 = SET IN ROCK OUTCROP
 GP0663_SP_SET: ROCK OUTCROP
 GP0663_STAMPING: 95 DOR 1969 5763
 GP0663_MARK LOGO: USGS  
 GP0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0663+STABILITY: POSITION/ELEVATION WELL
 GP0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0663+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0663
 GP0663  HISTORY     - Date     Condition        Report By
 GP0663  HISTORY     - 1969     MONUMENTED       USGS
 GP0663
 GP0663                          STATION DESCRIPTION
 GP0663
 GP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0663'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0663'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0663'NORTH, THENCE 1.8 MILES NORTH, 150 FEET SOUTH OF THE TOP OF A SLIGHT
 GP0663'RISE.  100 FEET WEST OF THE ROAD, 2 FEET NORTHEAST OF A WITNESS, IN A
 GP0663'SANDSTONE OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0489 ***********************************************************************
 DV0489  DESIGNATION -  95 Z
 DV0489  PID         -  DV0489
 DV0489  STATE/COUNTY-  AZ/MARICOPA
 DV0489  USGS QUAD   -  PERRYVILLE (1982)
 DV0489
 DV0489                         *CURRENT SURVEY CONTROL
 DV0489  ___________________________________________________________________
 DV0489* NAD 83(1986)-  33 24 23.     (N)    112 23 31.     (W)     SCALED    
 DV0489* NAVD 88     -       279.57   (+/-2cm)     917.2    (feet)  VERTCON   
 DV0489  ___________________________________________________________________
 DV0489  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0489
 DV0489.The horizontal coordinates were scaled from a topographic map and have
 DV0489.an estimated accuracy of +/- 6 seconds.
 DV0489
 DV0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0489.The vertical order pertains to the NGVD 29 superseded value.
 DV0489
 DV0489.The geoid height was determined by GEOID03.
 DV0489
 DV0489;                    North         East    Units  Estimated Accuracy
 DV0489;SPC AZ C     -   266,920.      169,150.      MT  (+/- 180 meters Scaled)
 DV0489
 DV0489                          SUPERSEDED SURVEY CONTROL
 DV0489
 DV0489  NGVD 29 (??/??/92)  278.940  (m)          915.16   (f) ADJ UNCH    2 0
 DV0489
 DV0489.Superseded values are not recommended for survey control.
 DV0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0489.See file dsdata.txt to determine how the superseded data were derived.
 DV0489
 DV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB705972(NAD 83)
 DV0489_MARKER: DD = SURVEY DISK
 DV0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0489_STAMPING: 95 Z 1962
 DV0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0489+STABILITY: SURFACE MOTION
 DV0489
 DV0489  HISTORY     - Date     Condition        Report By
 DV0489  HISTORY     - 1962     MONUMENTED       AZHD
 DV0489  HISTORY     - 1962     GOOD             NGS
 DV0489  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0489  HISTORY     - 20080222 MARK NOT FOUND   GEOCAC
 DV0489
 DV0489                          STATION DESCRIPTION
 DV0489
 DV0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0489'3.4 MI SW FROM AVONDALE.
 DV0489'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0489'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2 MILES
 DV0489'SOUTHWEST ON US HIGHWAY 80, THENCE 0.6 MILES SOUTH ALONG BULLARD ROAD,
 DV0489'THENCE 1.0 MILE WEST ALONG BROADWAY TO THE MARK, 2.8 FT. SOUTH OF A
 DV0489'STEEL WITNESS POST, 12.5 FT. NORTH OF THE CENTER OF BROADWAY, 7.0 FT.
 DV0489'SOUTHWEST OF A FENCELINE, 51 FT. NORTH OF TWIN POWER POLES. THE MARK
 DV0489'IS A DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0489
 DV0489                          STATION RECOVERY (1992)
 DV0489
 DV0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0489'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0489
 DV0489                          STATION RECOVERY (2008)
 DV0489
 DV0489'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0489'THERE HAS BEEN SOME ROADWORK AND GRADING IN THE AREA, NO EVIDENCE OF
 DV0489'THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0536 ***********************************************************************
 CZ0536  DESIGNATION -  95+65.2
 CZ0536  PID         -  CZ0536
 CZ0536  STATE/COUNTY-  AZ/PIMA
 CZ0536  USGS QUAD   -  JAYNES (1992)
 CZ0536
 CZ0536                         *CURRENT SURVEY CONTROL
 CZ0536  ___________________________________________________________________
 CZ0536* NAD 83(1986)-  32 21 24.     (N)    111 05 11.     (W)     SCALED    
 CZ0536* NAVD 88     -       657.877  (meters)    2158.38   (feet)  ADJUSTED  
 CZ0536  ___________________________________________________________________
 CZ0536  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ0536  DYNAMIC HT  -         656.993 (meters)    2155.48  (feet)  COMP
 CZ0536  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 CZ0536
 CZ0536  VERT ORDER  -  FIRST     CLASS II
 CZ0536
 CZ0536.The horizontal coordinates were scaled from a topographic map and have
 CZ0536.an estimated accuracy of +/- 6 seconds.
 CZ0536
 CZ0536.The orthometric height was determined by differential leveling
 CZ0536.and adjusted in June 1991.
 CZ0536
 CZ0536.The geoid height was determined by GEOID03.
 CZ0536
 CZ0536.The dynamic height is computed by dividing the NAVD 88
 CZ0536.geopotential number by the normal gravity value computed on the
 CZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0536.degrees latitude (g = 980.6199 gals.).
 CZ0536
 CZ0536.The modeled gravity was interpolated from observed gravity values.
 CZ0536
 CZ0536;                    North         East    Units  Estimated Accuracy
 CZ0536;SPC AZ C     -   150,720.      291,500.      MT  (+/- 180 meters Scaled)
 CZ0536
 CZ0536                          SUPERSEDED SURVEY CONTROL
 CZ0536
 CZ0536  NGVD 29 (??/??/92)  657.217  (m)         2156.22   (f) ADJ UNCH    1 2
 CZ0536
 CZ0536.Superseded values are not recommended for survey control.
 CZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0536.See file dsdata.txt to determine how the superseded data were derived.
 CZ0536
 CZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA918799(NAD 83)
 CZ0536_MARKER: DD = SURVEY DISK
 CZ0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0536_SP_SET: BRIDGE
 CZ0536_STAMPING: 2156.78 1948 95+65.2
 CZ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0536
 CZ0536  HISTORY     - Date     Condition        Report By
 CZ0536  HISTORY     - 1948     MONUMENTED       AZHD
 CZ0536  HISTORY     - 1951     GOOD             NGS
 CZ0536  HISTORY     - 1960     GOOD             NGS
 CZ0536  HISTORY     - 1980     GOOD             NGS
 CZ0536  HISTORY     - 19970309 GOOD             USPSQD
 CZ0536  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ0536
 CZ0536                          STATION DESCRIPTION
 CZ0536
 CZ0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0536'IN CORTARO.
 CZ0536'AT CORTARO, AT THE T JUNCTION OF STATE HIGHWAY 84 AND THE CORTARO
 CZ0536'ROAD, IN TOP OF THE APPROXIMATE CENTER OF THE SOUTHEAST CONCRETE
 CZ0536'HEADWALL OF A BRIDGE OVER AN IRRIGATION CANAL WHICH PASSES UNDER THE
 CZ0536'THE CORTARO ROAD, 73.8 FEET SOUTHEAST OF BENCH MARK N 291, 30 1/2 FEET
 CZ0536'SOUTHWEST OF THE HIGHWAY CENTERLINE, 25 1/2 FEET SOUTHEAST CORTARO
 CZ0536'ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD IN ELEVATION.
 CZ0536
 CZ0536                          STATION RECOVERY (1960)
 CZ0536
 CZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0536'RECOVERED IN GOOD CONDITION.
 CZ0536
 CZ0536                          STATION RECOVERY (1980)
 CZ0536
 CZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0536'18.9 KILOMETERS (11.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0536'RAILROAD FROM THE STATION AT TUCSON, ABOUT 0.2 KILOMETER (0.15 MILE)
 CZ0536'NORTHEAST OF AND ACROSS INTERSTATE HIGHWAY 10 FROM THE CORTARO POST
 CZ0536'OFFICE, IN THE TOP AND CENTER OF THE SOUTHEAST HEADWALL OF A
 CZ0536'BLOCKED, FORMER CORTARO ROAD BOX CULVERT OVER AN IRRIGATION DITCH,
 CZ0536'9.1 METERS (30 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE
 CZ0536'ROAD (OLD U. S. HIGHWAY).
 CZ0536'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 CZ0536
 CZ0536                          STATION RECOVERY (1997)
 CZ0536
 CZ0536'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0536'RECOVERED IN GOOD CONDITION.
 CZ0536
 CZ0536                          STATION RECOVERY (2007)
 CZ0536
 CZ0536'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0311 ***********************************************************************
 FS0311  DESIGNATION -  954+01.25
 FS0311  PID         -  FS0311
 FS0311  STATE/COUNTY-  AZ/MOHAVE
 FS0311  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0311
 FS0311                         *CURRENT SURVEY CONTROL
 FS0311  ___________________________________________________________________
 FS0311* NAD 83(1986)-  35 35 39.     (N)    114 23 49.     (W)     SCALED    
 FS0311* NAVD 88     -       832.260  (meters)    2730.51   (feet)  ADJUSTED  
 FS0311  ___________________________________________________________________
 FS0311  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0311  DYNAMIC HT  -         831.327 (meters)    2727.45  (feet)  COMP
 FS0311  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 FS0311
 FS0311  VERT ORDER  -  FIRST     CLASS I
 FS0311
 FS0311.The horizontal coordinates were scaled from a topographic map and have
 FS0311.an estimated accuracy of +/- 6 seconds.
 FS0311
 FS0311.The orthometric height was determined by differential leveling
 FS0311.and adjusted in June 1991.
 FS0311
 FS0311.The geoid height was determined by GEOID03.
 FS0311
 FS0311.The dynamic height is computed by dividing the NAVD 88
 FS0311.geopotential number by the normal gravity value computed on the
 FS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0311.degrees latitude (g = 980.6199 gals.).
 FS0311
 FS0311.The modeled gravity was interpolated from observed gravity values.
 FS0311
 FS0311;                    North         East    Units  Estimated Accuracy
 FS0311;SPC AZ W     -   509,700.      154,740.      MT  (+/- 180 meters Scaled)
 FS0311
 FS0311                          SUPERSEDED SURVEY CONTROL
 FS0311
 FS0311  NGVD 29 (??/??/92)  831.511  (m)         2728.05   (f) ADJ UNCH    1 1
 FS0311
 FS0311.Superseded values are not recommended for survey control.
 FS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0311.See file dsdata.txt to determine how the superseded data were derived.
 FS0311
 FS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV358420(NAD 83)
 FS0311_MARKER: DD = SURVEY DISK
 FS0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0311_SP_SET: BRIDGE
 FS0311_STAMPING: 954+01.25 2728.96 1935
 FS0311_MARK LOGO: AZHD  
 FS0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0311
 FS0311  HISTORY     - Date     Condition        Report By
 FS0311  HISTORY     - 1935     MONUMENTED       AZHD
 FS0311  HISTORY     - 1949     GOOD             NGS
 FS0311  HISTORY     - 1982     GOOD             NGS
 FS0311
 FS0311                          STATION DESCRIPTION
 FS0311
 FS0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0311'15.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0311'15.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0311'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST OF
 FS0311'MILEPOST 37, AT A CONCRETE BRIDGE OVER A DRY WASH, IN THE TOP
 FS0311'OF THE SOUTHWEST HEAD WALL, 11.3 FEET SOUTHEAST OF THE NORTHWEST
 FS0311'END, 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 FS0311'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0311
 FS0311                          STATION RECOVERY (1982)
 FS0311
 FS0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0507 ***********************************************************************
 DV0507  DESIGNATION -  957.38
 DV0507  PID         -  DV0507
 DV0507  STATE/COUNTY-  AZ/MARICOPA
 DV0507  USGS QUAD   -  TOLLESON (1982)
 DV0507
 DV0507                         *CURRENT SURVEY CONTROL
 DV0507  ___________________________________________________________________
 DV0507* NAD 83(1986)-  33 25 44.     (N)    112 22 01.     (W)     SCALED    
 DV0507* NAVD 88     -       292.18   (+/-2cm)     958.6    (feet)  VERTCON   
 DV0507  ___________________________________________________________________
 DV0507  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0507
 DV0507.The horizontal coordinates were scaled from a topographic map and have
 DV0507.an estimated accuracy of +/- 6 seconds.
 DV0507
 DV0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0507.The vertical order pertains to the NGVD 29 superseded value.
 DV0507
 DV0507.The geoid height was determined by GEOID03.
 DV0507
 DV0507;                    North         East    Units  Estimated Accuracy
 DV0507;SPC AZ C     -   269,410.      171,490.      MT  (+/- 180 meters Scaled)
 DV0507
 DV0507                          SUPERSEDED SURVEY CONTROL
 DV0507
 DV0507  NGVD 29 (??/??/92)  291.547  (m)          956.52   (f) ADJ UNCH    2 0
 DV0507
 DV0507.Superseded values are not recommended for survey control.
 DV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0507.See file dsdata.txt to determine how the superseded data were derived.
 DV0507
 DV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB729996(NAD 83)
 DV0507_MARKER: Z = SEE DESCRIPTION
 DV0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0507_SP_SET: CULVERT
 DV0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0507
 DV0507  HISTORY     - Date     Condition        Report By
 DV0507  HISTORY     - UNK      MONUMENTED       USN
 DV0507  HISTORY     - 1945     GOOD             NGS
 DV0507
 DV0507                          STATION DESCRIPTION
 DV0507
 DV0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0507'IN LITCHFIELD PARK NAAF.
 DV0507'AT LITCHFIELD PARK NAVAL AUXILIARY AIR FACILITY, MARICOPA COUNTY, 18
 DV0507'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PLANE PARKING STRIP, AT
 DV0507'THE EAST END OF A LARGE DRAINAGE CULVERT JUST NORTHEAST OF THE HANGAR,
 DV0507'IN THE TOP OF THE SOUTH CORNER OF THE SOUTHEAST WINGWALL, AND 2 FEET
 DV0507'NORTH OF THE SOUTH END.  A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0044 ***********************************************************************
 EU0044  DESIGNATION -  958.77
 EU0044  PID         -  EU0044
 EU0044  STATE/COUNTY-  AZ/MOHAVE
 EU0044  USGS QUAD   -  FRANCONIA (1970)
 EU0044
 EU0044                         *CURRENT SURVEY CONTROL
 EU0044  ___________________________________________________________________
 EU0044* NAD 83(1986)-  34 43 46.     (N)    114 19 15.     (W)     SCALED    
 EU0044* NAVD 88     -       292.84   (+/-2cm)     960.8    (feet)  VERTCON   
 EU0044  ___________________________________________________________________
 EU0044  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 EU0044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0044
 EU0044.The horizontal coordinates were scaled from a topographic map and have
 EU0044.an estimated accuracy of +/- 6 seconds.
 EU0044
 EU0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0044.The vertical order pertains to the NGVD 29 superseded value.
 EU0044
 EU0044.The geoid height was determined by GEOID03.
 EU0044
 EU0044;                    North         East    Units  Estimated Accuracy
 EU0044;SPC AZ W     -   413,720.      161,080.      MT  (+/- 180 meters Scaled)
 EU0044
 EU0044                          SUPERSEDED SURVEY CONTROL
 EU0044
 EU0044  NGVD 29 (??/??/??)  292.174  (m)          958.57   (f) ADJUSTED    2 0
 EU0044
 EU0044.Superseded values are not recommended for survey control.
 EU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0044.See file dsdata.txt to determine how the superseded data were derived.
 EU0044
 EU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU453463(NAD 83)
 EU0044_MARKER: DD = SURVEY DISK
 EU0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0044_SP_SET: CULVERT
 EU0044_STAMPING: 985.77 504X32-92 1951
 EU0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0044
 EU0044  HISTORY     - Date     Condition        Report By
 EU0044  HISTORY     - 1951     MONUMENTED       AZHD
 EU0044  HISTORY     - 1961     GOOD             NGS
 EU0044  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0044
 EU0044                          STATION DESCRIPTION
 EU0044
 EU0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0044'9.8 MI E FROM TOPOCK.
 EU0044'ABOUT 9.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0044'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0044'ABOUT 0.35 MILES EAST OF THE JUNCTION OF A SAND ROAD SOUTHEAST,
 EU0044'NEAR THE WEST END OF A CUT AND ABOUT 100 YARDS WEST OF A SIGN
 EU0044'SITE SIX JUNCTION 1/2 MILE, SET IN THE TOP AND APPROXIMATE
 EU0044'CENTER OF THE SOUTH HEADWALL OF A 60 FOOT CONCRETE BOX CULVERT
 EU0044'WITH 6 OPENINGS, 23 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 EU0044'66 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 EU0044
 EU0044                          STATION RECOVERY (1981)
 EU0044
 EU0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0044'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1501 ***********************************************************************
 DU1501  DESIGNATION -  959+38
 DU1501  PID         -  DU1501
 DU1501  STATE/COUNTY-  AZ/PINAL
 DU1501  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1501
 DU1501                         *CURRENT SURVEY CONTROL
 DU1501  ___________________________________________________________________
 DU1501* NAD 83(1986)-  33 23 42.     (N)    111 30 56.     (W)     SCALED    
 DU1501* NAVD 88     -       519.97   (+/-2cm)    1705.9    (feet)  VERTCON   
 DU1501  ___________________________________________________________________
 DU1501  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1501  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1501
 DU1501.The horizontal coordinates were scaled from a topographic map and have
 DU1501.an estimated accuracy of +/- 6 seconds.
 DU1501
 DU1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1501.The vertical order pertains to the NGVD 29 superseded value.
 DU1501
 DU1501.The geoid height was determined by GEOID03.
 DU1501
 DU1501;                    North         East    Units  Estimated Accuracy
 DU1501;SPC AZ C     -   265,630.      250,670.      MT  (+/- 180 meters Scaled)
 DU1501
 DU1501                          SUPERSEDED SURVEY CONTROL
 DU1501
 DU1501  NGVD 29 (??/??/92)  519.401  (m)         1704.07   (f) ADJ UNCH    1 1
 DU1501
 DU1501.Superseded values are not recommended for survey control.
 DU1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1501.See file dsdata.txt to determine how the superseded data were derived.
 DU1501
 DU1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB520951(NAD 83)
 DU1501_MARKER: DD = SURVEY DISK
 DU1501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1501_SP_SET: CULVERT
 DU1501_STAMPING: 959+38
 DU1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1501+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU1501
 DU1501  HISTORY     - Date     Condition        Report By
 DU1501  HISTORY     - UNK      MONUMENTED       AZHD
 DU1501  HISTORY     - 1975     GOOD             AZDT
 DU1501  HISTORY     - 1975     GOOD             AZDT
 DU1501  HISTORY     - 20061227 GOOD             GEOCAC
 DU1501
 DU1501                          STATION DESCRIPTION
 DU1501
 DU1501'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1501'1.5 MI SE FROM PALM SPRINGS.
 DU1501'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.2
 DU1501'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1501'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1501'HEADWALL.
 DU1501
 DU1501                          STATION RECOVERY (1975)
 DU1501
 DU1501'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1501'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.2
 DU1501'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1501'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1501'HEADWALL.
 DU1501
 DU1501                          STATION RECOVERY (2006)
 DU1501
 DU1501'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0667 ***********************************************************************
 ER0667  DESIGNATION -  96 BKC
 ER0667  PID         -  ER0667
 ER0667  STATE/COUNTY-  AZ/NAVAJO
 ER0667  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0667
 ER0667                         *CURRENT SURVEY CONTROL
 ER0667  ___________________________________________________________________
 ER0667* NAD 83(1986)-  34 16 45.     (N)    109 52 24.     (W)     SCALED    
 ER0667* NAVD 88     -      2007.611  (meters)    6586.64   (feet)  ADJUSTED  
 ER0667  ___________________________________________________________________
 ER0667  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ER0667  DYNAMIC HT  -        2004.606 (meters)    6576.78  (feet)  COMP
 ER0667  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 ER0667
 ER0667  VERT ORDER  -  SECOND    CLASS 0
 ER0667
 ER0667.The horizontal coordinates were scaled from a topographic map and have
 ER0667.an estimated accuracy of +/- 6 seconds.
 ER0667
 ER0667.The orthometric height was determined by differential leveling
 ER0667.and adjusted in June 1991.
 ER0667
 ER0667.The geoid height was determined by GEOID03.
 ER0667
 ER0667.The dynamic height is computed by dividing the NAVD 88
 ER0667.geopotential number by the normal gravity value computed on the
 ER0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0667.degrees latitude (g = 980.6199 gals.).
 ER0667
 ER0667.The modeled gravity was interpolated from observed gravity values.
 ER0667
 ER0667;                    North         East    Units  Estimated Accuracy
 ER0667;SPC AZ E     -   363,660.      240,370.      MT  (+/- 180 meters Scaled)
 ER0667
 ER0667                          SUPERSEDED SURVEY CONTROL
 ER0667
 ER0667  NGVD 29 (??/??/92) 2006.72   (m)         6583.7    (f) COMPUTED    2 0
 ER0667
 ER0667.Superseded values are not recommended for survey control.
 ER0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0667.See file dsdata.txt to determine how the superseded data were derived.
 ER0667
 ER0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC037936(NAD 83)
 ER0667_MARKER: DB = BENCH MARK DISK
 ER0667_SETTING: 66 = SET IN ROCK OUTCROP
 ER0667_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0667_STAMPING: 96 BKC 1968 6584
 ER0667_MARK LOGO: USGS  
 ER0667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0667+STABILITY: POSITION/ELEVATION WELL
 ER0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0667+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0667
 ER0667  HISTORY     - Date     Condition        Report By
 ER0667  HISTORY     - 1968     MONUMENTED       USGS
 ER0667
 ER0667                          STATION DESCRIPTION
 ER0667
 ER0667'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0667'FROM THE POST OFFICE IN SHOW LOW, ARIZONA, PROCEED 8.8 MILES EAST
 ER0667'ALONG U S HIGHWAY 60, 107 FEET SOUTH OF THE HIGHWAY, 3 FEET NORTHEAST
 ER0667'OF A WITNESS POST, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0559 ***********************************************************************
 ER0559  DESIGNATION -  96 DOR
 ER0559  PID         -  ER0559
 ER0559  STATE/COUNTY-  AZ/APACHE
 ER0559  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0559
 ER0559                         *CURRENT SURVEY CONTROL
 ER0559  ___________________________________________________________________
 ER0559* NAD 83(1986)-  34 54 05.     (N)    109 30 49.     (W)     SCALED    
 ER0559* NAVD 88     -      1830.154  (meters)    6004.43   (feet)  ADJUSTED  
 ER0559  ___________________________________________________________________
 ER0559  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ER0559  DYNAMIC HT  -        1827.529 (meters)    5995.82  (feet)  COMP
 ER0559  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 ER0559
 ER0559  VERT ORDER  -  SECOND    CLASS II
 ER0559
 ER0559.The horizontal coordinates were scaled from a topographic map and have
 ER0559.an estimated accuracy of +/- 6 seconds.
 ER0559
 ER0559.The orthometric height was determined by differential leveling
 ER0559.and adjusted in June 1991.
 ER0559
 ER0559.The geoid height was determined by GEOID03.
 ER0559
 ER0559.The dynamic height is computed by dividing the NAVD 88
 ER0559.geopotential number by the normal gravity value computed on the
 ER0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0559.degrees latitude (g = 980.6199 gals.).
 ER0559
 ER0559.The modeled gravity was interpolated from observed gravity values.
 ER0559
 ER0559;                    North         East    Units  Estimated Accuracy
 ER0559;SPC AZ E     -   432,830.      273,040.      MT  (+/- 180 meters Scaled)
 ER0559
 ER0559                          SUPERSEDED SURVEY CONTROL
 ER0559
 ER0559.No superseded survey control is available for this station.
 ER0559
 ER0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD358631(NAD 83)
 ER0559_MARKER: DB = BENCH MARK DISK
 ER0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0559_SP_SET: CONCRETE POST
 ER0559_STAMPING: 96 DOR 1972 6001
 ER0559_MARK LOGO: USGS  
 ER0559_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0559+STABILITY: SURFACE MOTION
 ER0559
 ER0559  HISTORY     - Date     Condition        Report By
 ER0559  HISTORY     - 1972     MONUMENTED       USGS
 ER0559
 ER0559                          STATION DESCRIPTION
 ER0559
 ER0559'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0559'24.5 KM (15.20 MI) SOUTH FROM NAVAJO.
 ER0559'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0559'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0559'THENCE 2.3 MILES SOUTHEAST ALONG A TRACK ROAD TO A LARGE DRY WASH
 ER0559'CROSSING, 0.4 MILES SOUTHWEST OF A WINDMILLL, 0.2 MILES SOUTH OF THE
 ER0559'WASH CROSSING, 25 FEET SOUTHWEST OF THE ROAD AT A WIRE GATE, AND 1.0
 ER0559'FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0443 ***********************************************************************
 GQ0443  DESIGNATION -  96 DOR
 GQ0443  PID         -  GQ0443
 GQ0443  STATE/COUNTY-  AZ/MOHAVE
 GQ0443  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0443
 GQ0443                         *CURRENT SURVEY CONTROL
 GQ0443  ___________________________________________________________________
 GQ0443* NAD 83(1986)-  36 49 57.     (N)    113 34 25.     (W)     SCALED    
 GQ0443* NAVD 88     -      1459.123  (meters)    4787.14   (feet)  POSTED    
 GQ0443  ___________________________________________________________________
 GQ0443  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 GQ0443  DYNAMIC HT  -        1457.480 (meters)    4781.75  (feet)  COMP
 GQ0443  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 GQ0443
 GQ0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0443
 GQ0443.The horizontal coordinates were scaled from a topographic map and have
 GQ0443.an estimated accuracy of +/- 6 seconds.
 GQ0443
 GQ0443.The orthometric height was determined by differential leveling
 GQ0443.and adjusted by the  in 1992.
 GQ0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0443.rate of 0.0 thru 1.0 mm/km.
 GQ0443
 GQ0443.The geoid height was determined by GEOID03.
 GQ0443
 GQ0443.The dynamic height is computed by dividing the NAVD 88
 GQ0443.geopotential number by the normal gravity value computed on the
 GQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0443.degrees latitude (g = 980.6199 gals.).
 GQ0443
 GQ0443.The modeled gravity was interpolated from observed gravity values.
 GQ0443
 GQ0443;                    North         East    Units  Estimated Accuracy
 GQ0443;SPC AZ W     -   646,920.      229,090.      MT  (+/- 180 meters Scaled)
 GQ0443
 GQ0443                          SUPERSEDED SURVEY CONTROL
 GQ0443
 GQ0443.No superseded survey control is available for this station.
 GQ0443
 GQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF704793(NAD 83)
 GQ0443_MARKER: DB = BENCH MARK DISK
 GQ0443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0443_SP_SET: COPPER-CLAD STEEL ROD
 GQ0443_STAMPING: 96 DOR 1970 4784
 GQ0443_MARK LOGO: USGS  
 GQ0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0443
 GQ0443  HISTORY     - Date     Condition        Report By
 GQ0443  HISTORY     - 1970     MONUMENTED       USGS
 GQ0443
 GQ0443                          STATION DESCRIPTION
 GQ0443
 GQ0443'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0443'33.8 KM (21.00 MI) SOUTH FROM ST GEORGE UT.
 GQ0443'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0443'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0443'ROAD TO THE ARIZONA STATE LINE, CONTINUE 13.3 MILES SOUTH ALONG MT.
 GQ0443'TRUMBULL ROAD, 50 FEET SOUTHEAST OF A DRY WASH, 37 FEET NORTH OF THE
 GQ0443'ROAD, 50 FEET SOUTHEAST OF THE ROAD.  ROD DEPTH UNKNOWN, ENCASED IN A
 GQ0443'PIPE PROJECTING 3-INCHES.
 GQ0443'THE MARK IS 2 FT  NW FROM  A WITNESS POST
 GQ0443'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0664 ***********************************************************************
 GP0664  DESIGNATION -  96 DOR
 GP0664  PID         -  GP0664
 GP0664  STATE/COUNTY-  AZ/COCONINO
 GP0664  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0664
 GP0664                         *CURRENT SURVEY CONTROL
 GP0664  ___________________________________________________________________
 GP0664* NAD 83(1986)-  36 25 43.     (N)    110 53 45.     (W)     SCALED    
 GP0664* NAVD 88     -      1786.865  (meters)    5862.41   (feet)  ADJUSTED  
 GP0664  ___________________________________________________________________
 GP0664  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 GP0664  DYNAMIC HT  -        1784.642 (meters)    5855.11  (feet)  COMP
 GP0664  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 GP0664
 GP0664  VERT ORDER  -  SECOND    CLASS 0
 GP0664
 GP0664.The horizontal coordinates were scaled from a topographic map and have
 GP0664.an estimated accuracy of +/- 6 seconds.
 GP0664
 GP0664.The orthometric height was determined by differential leveling
 GP0664.and adjusted in June 1991.
 GP0664
 GP0664.The geoid height was determined by GEOID03.
 GP0664
 GP0664.The dynamic height is computed by dividing the NAVD 88
 GP0664.geopotential number by the normal gravity value computed on the
 GP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0664.degrees latitude (g = 980.6199 gals.).
 GP0664
 GP0664.The modeled gravity was interpolated from observed gravity values.
 GP0664
 GP0664;                    North         East    Units  Estimated Accuracy
 GP0664;SPC AZ C     -   602,550.      304,890.      MT  (+/- 180 meters Scaled)
 GP0664
 GP0664                          SUPERSEDED SURVEY CONTROL
 GP0664
 GP0664  NGVD 29 (??/??/92) 1785.91   (m)         5859.3    (f) COMPUTED    2 0
 GP0664
 GP0664.Superseded values are not recommended for survey control.
 GP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0664.See file dsdata.txt to determine how the superseded data were derived.
 GP0664
 GP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF093314(NAD 83)
 GP0664_MARKER: DB = BENCH MARK DISK
 GP0664_SETTING: 66 = SET IN ROCK OUTCROP
 GP0664_SP_SET: ROCK OUTCROP
 GP0664_STAMPING: 96 DOR 1969 5859
 GP0664_MARK LOGO: USGS  
 GP0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0664+STABILITY: POSITION/ELEVATION WELL
 GP0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0664+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0664
 GP0664  HISTORY     - Date     Condition        Report By
 GP0664  HISTORY     - 1969     MONUMENTED       USGS
 GP0664
 GP0664                          STATION DESCRIPTION
 GP0664
 GP0664'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0664'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0664'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0664'NORTH, THENCE 2.9 MILES NORTH TO A CURVE IN THE ROAD, 0.1 MILES SOUTH
 GP0664'OF A Y-ROAD NORTHWEST, 110 FEET WEST AND 2 FEET LOWER THAN THE ROAD,
 GP0664'75 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 3 FEET
 GP0664'SOUTHWEST OF A WITNESS, IN A SANDSTONE OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0434 ***********************************************************************
 DV0434  DESIGNATION -  96 Z
 DV0434  PID         -  DV0434
 DV0434  STATE/COUNTY-  AZ/MARICOPA
 DV0434  USGS QUAD   -  TOLLESON (1982)
 DV0434
 DV0434                         *CURRENT SURVEY CONTROL
 DV0434  ___________________________________________________________________
 DV0434* NAD 83(1986)-  33 24 22.     (N)    112 22 31.     (W)     SCALED    
 DV0434* NAVD 88     -       281.73   (+/-2cm)     924.3    (feet)  VERTCON   
 DV0434  ___________________________________________________________________
 DV0434  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0434
 DV0434.The horizontal coordinates were scaled from a topographic map and have
 DV0434.an estimated accuracy of +/- 6 seconds.
 DV0434
 DV0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0434.The vertical order pertains to the NGVD 29 superseded value.
 DV0434
 DV0434.The geoid height was determined by GEOID03.
 DV0434
 DV0434;                    North         East    Units  Estimated Accuracy
 DV0434;SPC AZ C     -   266,880.      170,700.      MT  (+/- 180 meters Scaled)
 DV0434
 DV0434                          SUPERSEDED SURVEY CONTROL
 DV0434
 DV0434  NGVD 29 (??/??/92)  281.088  (m)          922.20   (f) ADJ UNCH    2 0
 DV0434
 DV0434.Superseded values are not recommended for survey control.
 DV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0434.See file dsdata.txt to determine how the superseded data were derived.
 DV0434
 DV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB721971(NAD 83)
 DV0434_MARKER: DD = SURVEY DISK
 DV0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0434_STAMPING: 96 Z 1962
 DV0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0434+STABILITY: SURFACE MOTION
 DV0434
 DV0434  HISTORY     - Date     Condition        Report By
 DV0434  HISTORY     - 1962     MONUMENTED       AZHD
 DV0434  HISTORY     - 1962     GOOD             NGS
 DV0434  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0434  HISTORY     - 20080108 MARK NOT FOUND   GEOCAC
 DV0434
 DV0434                          STATION DESCRIPTION
 DV0434
 DV0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0434'3.9 MI SW FROM AVONDALE.
 DV0434'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0434'THENCE 2 MILES SOUTH ON LITCHFIELD RD, THENCE 1 MILE WEST ALONG
 DV0434'BROADWAY TO THE JUNCTION OF BULLARD RD AND THE MARK SET IN THE TOP OF
 DV0434'A CONCRETE POST FLUSH WITH THE GROUND ELEVATION THE MARK IS LOCATED
 DV0434'21.5 FT. SOUTHWEST OF POWER POLE NO. 59, 33 FT. SOUTH OF THE CENTER OF
 DV0434'BROADWAY, 29 FT. WEST OF THE CENTER OF BULLARD RD, 2 FT. NORTH OF A
 DV0434'WITNESS POST, AND 3.5 SOUTHWEST OF A FENCECORNER.
 DV0434
 DV0434                          STATION RECOVERY (1992)
 DV0434
 DV0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0434'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0434
 DV0434                          STATION RECOVERY (2008)
 DV0434
 DV0434'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0434'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0434'MARK. THE DESCRIBED AREA HAS BEEN BLADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0323 ***********************************************************************
 DA0323  DESIGNATION -  96+06
 DA0323  PID         -  DA0323
 DA0323  STATE/COUNTY-  AZ/PIMA
 DA0323  USGS QUAD   -  AJO SOUTH (1990)
 DA0323
 DA0323                         *CURRENT SURVEY CONTROL
 DA0323  ___________________________________________________________________
 DA0323* NAD 83(1986)-  32 21 50.     (N)    112 50 13.     (W)     SCALED    
 DA0323* NAVD 88     -       518.884  (meters)    1702.37   (feet)  ADJUSTED  
 DA0323  ___________________________________________________________________
 DA0323  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0323  DYNAMIC HT  -         518.221 (meters)    1700.20  (feet)  COMP
 DA0323  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 DA0323
 DA0323  VERT ORDER  -  FIRST     CLASS II
 DA0323
 DA0323.The horizontal coordinates were scaled from a topographic map and have
 DA0323.an estimated accuracy of +/- 6 seconds.
 DA0323
 DA0323.The orthometric height was determined by differential leveling
 DA0323.and adjusted in June 1991.
 DA0323
 DA0323.The geoid height was determined by GEOID03.
 DA0323
 DA0323.The dynamic height is computed by dividing the NAVD 88
 DA0323.geopotential number by the normal gravity value computed on the
 DA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0323.degrees latitude (g = 980.6199 gals.).
 DA0323
 DA0323.The modeled gravity was interpolated from observed gravity values.
 DA0323
 DA0323;                    North         East    Units  Estimated Accuracy
 DA0323;SPC AZ C     -   151,590.      126,750.      MT  (+/- 180 meters Scaled)
 DA0323
 DA0323                          SUPERSEDED SURVEY CONTROL
 DA0323
 DA0323  NGVD 29 (??/??/92)  518.204  (m)         1700.14   (f) ADJ UNCH    1 2
 DA0323
 DA0323.Superseded values are not recommended for survey control.
 DA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0323.See file dsdata.txt to determine how the superseded data were derived.
 DA0323
 DA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA271822(NAD 83)
 DA0323_MARKER: DD = SURVEY DISK
 DA0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0323_SP_SET: CULVERT
 DA0323_STAMPING: 1700.26 96+06 1938
 DA0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0323+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0323
 DA0323  HISTORY     - Date     Condition        Report By
 DA0323  HISTORY     - 1938     MONUMENTED       AZHD
 DA0323  HISTORY     - 1961     GOOD             NGS
 DA0323  HISTORY     - 1981     GOOD             NGS
 DA0323  HISTORY     - 20060218 GOOD             USPSQD
 DA0323
 DA0323                          STATION DESCRIPTION
 DA0323
 DA0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0323'1.8 MI SE FROM AJO.
 DA0323'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0323'RAILROAD FROM THE STATION AT AJO.  THENCE 1.65 MILE SOUTHEAST ALONG
 DA0323'STATE HIGHWAY 85.  IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 DA0323'HEADWALL OF A CONCRETE CULVERT, 16 1/2 FEET SOUTHWEST OF THE CENTER
 DA0323'LINE OF THE HIGHWAY, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 DA0323'HIGHWAY.
 DA0323
 DA0323                          STATION RECOVERY (1981)
 DA0323
 DA0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0323'RECOVERED IN GOOD CONDITION.
 DA0323
 DA0323                          STATION RECOVERY (2006)
 DA0323
 DA0323'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1225 ***********************************************************************
 DU1225  DESIGNATION -  96+40
 DU1225  PID         -  DU1225
 DU1225  STATE/COUNTY-  AZ/GILA
 DU1225  USGS QUAD   -  CARRIZO (1978)
 DU1225
 DU1225                         *CURRENT SURVEY CONTROL
 DU1225  ___________________________________________________________________
 DU1225* NAD 83(1986)-  33 56 09.     (N)    110 20 16.     (W)     SCALED    
 DU1225* NAVD 88     -      1666.866  (meters)    5468.71   (feet)  ADJUSTED  
 DU1225  ___________________________________________________________________
 DU1225  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 DU1225  DYNAMIC HT  -        1664.474 (meters)    5460.86  (feet)  COMP
 DU1225  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 DU1225
 DU1225  VERT ORDER  -  FIRST     CLASS II
 DU1225
 DU1225.The horizontal coordinates were scaled from a topographic map and have
 DU1225.an estimated accuracy of +/- 6 seconds.
 DU1225
 DU1225.The orthometric height was determined by differential leveling
 DU1225.and adjusted in June 1991.
 DU1225
 DU1225.The geoid height was determined by GEOID03.
 DU1225
 DU1225.The dynamic height is computed by dividing the NAVD 88
 DU1225.geopotential number by the normal gravity value computed on the
 DU1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1225.degrees latitude (g = 980.6199 gals.).
 DU1225
 DU1225.The modeled gravity was interpolated from observed gravity values.
 DU1225
 DU1225;                    North         East    Units  Estimated Accuracy
 DU1225;SPC AZ E     -   325,550.      197,540.      MT  (+/- 180 meters Scaled)
 DU1225
 DU1225                          SUPERSEDED SURVEY CONTROL
 DU1225
 DU1225.No superseded survey control is available for this station.
 DU1225
 DU1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC612552(NAD 83)
 DU1225_MARKER: DB = BENCH MARK DISK
 DU1225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1225_SP_SET: CONCRETE HEADWALL
 DU1225_STAMPING: 35 KSM 1947 5940.65 96+40
 DU1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1225+STABILITY: SURFACE MOTION
 DU1225
 DU1225  HISTORY     - Date     Condition        Report By
 DU1225  HISTORY     - 1947     MONUMENTED       AZHD
 DU1225  HISTORY     - 1979     GOOD             NGS
 DU1225
 DU1225                          STATION DESCRIPTION
 DU1225
 DU1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1225'55.1 MI NE FROM GLOBE.
 DU1225'17.1 MILES NORTHEAST ALONG U.S. HIGHWAY FROM THE SALT RIVER BRIDGE
 DU1225'IN THE SALT RIVER CANYON, 0.05 MILE NORTH OF MILE MARKER NUMBER 310,
 DU1225'SET IN THE CENTER OF THE WESTERN CONCRETE HEADWALL, 24 FEET NORTHWEST
 DU1225'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU1225'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1225'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0539 ***********************************************************************
 DV0539  DESIGNATION -  96.95
 DV0539  PID         -  DV0539
 DV0539  STATE/COUNTY-  AZ/MARICOPA
 DV0539  USGS QUAD   -  PHOENIX (1982)
 DV0539
 DV0539                         *CURRENT SURVEY CONTROL
 DV0539  ___________________________________________________________________
 DV0539* NAD 83(1986)-  33 28 40.     (N)    112 06 48.     (W)     SCALED    
 DV0539* NAVD 88     -       334.28   (+/-2cm)    1096.7    (feet)  VERTCON   
 DV0539  ___________________________________________________________________
 DV0539  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0539
 DV0539.The horizontal coordinates were scaled from a topographic map and have
 DV0539.an estimated accuracy of +/- 6 seconds.
 DV0539
 DV0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0539.The vertical order pertains to the NGVD 29 superseded value.
 DV0539
 DV0539.The geoid height was determined by GEOID03.
 DV0539
 DV0539;                    North         East    Units  Estimated Accuracy
 DV0539;SPC AZ C     -   274,750.      195,080.      MT  (+/- 180 meters Scaled)
 DV0539
 DV0539                          SUPERSEDED SURVEY CONTROL
 DV0539
 DV0539  NGVD 29 (??/??/92)  333.661  (m)         1094.69   (f) ADJ UNCH    2 0
 DV0539
 DV0539.Superseded values are not recommended for survey control.
 DV0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0539.See file dsdata.txt to determine how the superseded data were derived.
 DV0539
 DV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965048(NAD 83)
 DV0539_MARKER: DD = SURVEY DISK
 DV0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0539_SP_SET: CULVERT
 DV0539_STAMPING: 96.95
 DV0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0539
 DV0539  HISTORY     - Date     Condition        Report By
 DV0539  HISTORY     - UNK      MONUMENTED       AZHD
 DV0539  HISTORY     - 1949     GOOD             NGS
 DV0539
 DV0539                          STATION DESCRIPTION
 DV0539
 DV0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0539'3.8 MI NW FROM PHOENIX.
 DV0539'3.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0539'FROM THE UNION STATION AT PHOENIX, AT A CULVERT UNDER U.S. HIGHWAY
 DV0539'60-70-89, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 DV0539'ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.  SET IN THE TOP OF THE
 DV0539'NORTHEAST CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0771 ***********************************************************************
 DW0771  DESIGNATION -  961.60
 DW0771  PID         -  DW0771
 DW0771  STATE/COUNTY-  AZ/LA PAZ
 DW0771  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0771
 DW0771                         *CURRENT SURVEY CONTROL
 DW0771  ___________________________________________________________________
 DW0771* NAD 83(1986)-  33 39 19.     (N)    114 15 27.     (W)     SCALED    
 DW0771* NAVD 88     -       293.860  (meters)     964.11   (feet)  ADJUSTED  
 DW0771  ___________________________________________________________________
 DW0771  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0771  DYNAMIC HT  -         293.531 (meters)     963.03  (feet)  COMP
 DW0771  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 DW0771
 DW0771  VERT ORDER  -  FIRST     CLASS II
 DW0771
 DW0771.The horizontal coordinates were scaled from a topographic map and have
 DW0771.an estimated accuracy of +/- 6 seconds.
 DW0771
 DW0771.The orthometric height was determined by differential leveling
 DW0771.and adjusted in June 1991.
 DW0771
 DW0771.The geoid height was determined by GEOID03.
 DW0771
 DW0771.The dynamic height is computed by dividing the NAVD 88
 DW0771.geopotential number by the normal gravity value computed on the
 DW0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0771.degrees latitude (g = 980.6199 gals.).
 DW0771
 DW0771.The modeled gravity was interpolated from observed gravity values.
 DW0771
 DW0771;                    North         East    Units  Estimated Accuracy
 DW0771;SPC AZ W     -   294,550.      166,290.      MT  (+/- 180 meters Scaled)
 DW0771
 DW0771                          SUPERSEDED SURVEY CONTROL
 DW0771
 DW0771  NGVD 29 (??/??/??)  293.173  (m)          961.85   (f) ADJUSTED    1 2
 DW0771
 DW0771.Superseded values are not recommended for survey control.
 DW0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0771.See file dsdata.txt to determine how the superseded data were derived.
 DW0771
 DW0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT543273(NAD 83)
 DW0771_MARKER: DD = SURVEY DISK
 DW0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0771_SP_SET: HEADWALL
 DW0771_STAMPING: 961.60 918+20 1932
 DW0771_MARK LOGO: AZHD  
 DW0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0771
 DW0771  HISTORY     - Date     Condition        Report By
 DW0771  HISTORY     - 1932     MONUMENTED       AZHD
 DW0771  HISTORY     - 1962     GOOD             NGS
 DW0771  HISTORY     - 1981     GOOD             NGS
 DW0771  HISTORY     - 20090218 GOOD             GEOCAC
 DW0771
 DW0771                          STATION DESCRIPTION
 DW0771
 DW0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0771'1.8 MI W FROM QUARTZSITE.
 DW0771'1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0771'AT QUARTZSITE, THENCE 0.6 MILE WEST ALONG OLD U.S. HIGHWAY 60,
 DW0771'SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF A 2.5 FOOT CONCRETE
 DW0771'PIPE CULVERT, 15 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, AND
 DW0771'IS ABOUT LEVEL WITH THE OLD HIGHWAY.
 DW0771
 DW0771                          STATION RECOVERY (1981)
 DW0771
 DW0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0771'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0771'95 OVERPASS IN QUARTZSITE, THENCE 1.7 KM (1.05 MI) WEST ALONG THE
 DW0771'SOUTH FRONTAGE ROAD (OLD U.S. HIGHWAY 60), 0.2 KM (0.1 MI)
 DW0771'WEST-SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTH TO THE
 DW0771'JULIAN MINE, IN THE TOP CENTER OF THE SOUTH HEADWALL FOR A 30-INCH
 DW0771'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 4.5 METERS (15.0 FT)
 DW0771'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 DW0771'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
 DW0771
 DW0771                          STATION RECOVERY (2009)
 DW0771
 DW0771'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0771'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW0771'COORDINATES OF N 33 39 19.1 W 114 15 27.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0312 ***********************************************************************
 FS0312  DESIGNATION -  963+40
 FS0312  PID         -  FS0312
 FS0312  STATE/COUNTY-  AZ/MOHAVE
 FS0312  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0312
 FS0312                         *CURRENT SURVEY CONTROL
 FS0312  ___________________________________________________________________
 FS0312* NAD 83(1986)-  35 35 48.     (N)    114 23 57.     (W)     SCALED    
 FS0312* NAVD 88     -       830.149  (meters)    2723.58   (feet)  POSTED    
 FS0312  ___________________________________________________________________
 FS0312  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0312  DYNAMIC HT  -         829.220 (meters)    2720.53  (feet)  COMP
 FS0312  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 FS0312
 FS0312  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0312
 FS0312.The horizontal coordinates were scaled from a topographic map and have
 FS0312.an estimated accuracy of +/- 6 seconds.
 FS0312
 FS0312.The orthometric height was determined by differential leveling
 FS0312.and adjusted by the  in 1992.
 FS0312.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0312.rate of 4.1 thru 8.0 mm/km.
 FS0312
 FS0312.The geoid height was determined by GEOID03.
 FS0312
 FS0312.The dynamic height is computed by dividing the NAVD 88
 FS0312.geopotential number by the normal gravity value computed on the
 FS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0312.degrees latitude (g = 980.6199 gals.).
 FS0312
 FS0312.The modeled gravity was interpolated from observed gravity values.
 FS0312
 FS0312;                    North         East    Units  Estimated Accuracy
 FS0312;SPC AZ W     -   509,980.      154,540.      MT  (+/- 180 meters Scaled)
 FS0312
 FS0312                          SUPERSEDED SURVEY CONTROL
 FS0312
 FS0312  NGVD 29 (??/??/92)  829.401  (m)         2721.13   (f) ADJ UNCH    1 1
 FS0312
 FS0312.Superseded values are not recommended for survey control.
 FS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0312.See file dsdata.txt to determine how the superseded data were derived.
 FS0312
 FS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV356423(NAD 83)
 FS0312_MARKER: DD = SURVEY DISK
 FS0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0312_SP_SET: CULVERT
 FS0312_STAMPING: 963+40 2722.01 1935
 FS0312_MARK LOGO: AZHD  
 FS0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0312
 FS0312  HISTORY     - Date     Condition        Report By
 FS0312  HISTORY     - 1935     MONUMENTED       AZHD
 FS0312  HISTORY     - 1949     GOOD             NGS
 FS0312  HISTORY     - 1982     GOOD             NGS
 FS0312
 FS0312                          STATION DESCRIPTION
 FS0312
 FS0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0312'16 MI NW FROM GRASSHOPPER JUNCTION.
 FS0312'16.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0312'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A DOUBLE 36-INCH
 FS0312'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE
 FS0312'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15.4 FEET SOUTHWEST
 FS0312'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0312'HIGHWAY.
 FS0312
 FS0312                          STATION RECOVERY (1982)
 FS0312
 FS0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0312'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0262 ***********************************************************************
 CZ0262  DESIGNATION -  964+75.3
 CZ0262  PID         -  CZ0262
 CZ0262  STATE/COUNTY-  AZ/PIMA
 CZ0262  USGS QUAD   -  VAIL (1981)
 CZ0262
 CZ0262                         *CURRENT SURVEY CONTROL
 CZ0262  ___________________________________________________________________
 CZ0262* NAD 83(1986)-  32 01 41.     (N)    110 43 20.     (W)     SCALED    
 CZ0262* NAVD 88     -       992.78   (+/-2cm)    3257.1    (feet)  VERTCON   
 CZ0262  ___________________________________________________________________
 CZ0262  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CZ0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0262
 CZ0262.The horizontal coordinates were scaled from a topographic map and have
 CZ0262.an estimated accuracy of +/- 6 seconds.
 CZ0262
 CZ0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0262.The vertical order pertains to the NGVD 29 superseded value.
 CZ0262
 CZ0262.The geoid height was determined by GEOID03.
 CZ0262
 CZ0262;                    North         East    Units  Estimated Accuracy
 CZ0262;SPC AZ C     -   114,600.      326,190.      MT  (+/- 180 meters Scaled)
 CZ0262
 CZ0262                          SUPERSEDED SURVEY CONTROL
 CZ0262
 CZ0262  NGVD 29 (??/??/92)  992.058  (m)         3254.78   (f) ADJ UNCH    2 0
 CZ0262
 CZ0262.Superseded values are not recommended for survey control.
 CZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0262.See file dsdata.txt to determine how the superseded data were derived.
 CZ0262
 CZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA262435(NAD 83)
 CZ0262_MARKER: DD = SURVEY DISK
 CZ0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0262_SP_SET: BRIDGE
 CZ0262_STAMPING: 3255.16 964 + 75.3 1956
 CZ0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0262
 CZ0262  HISTORY     - Date     Condition        Report By
 CZ0262  HISTORY     - 1956     MONUMENTED       AZHD
 CZ0262  HISTORY     - 1960     GOOD             NGS
 CZ0262  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0262
 CZ0262                          STATION DESCRIPTION
 CZ0262
 CZ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0262'17.8 MI SE FROM TUCSON.
 CZ0262'17.8 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0262'HIGHWAY 89 AT TUCSON, 19 FEET NORTH OF THE CENTERLINE OF THE EAST
 CZ0262'BOUND TRAFFIC LANE, 0.1 MILE WEST OF THE SAGUARO NATIONAL MONUMENT
 CZ0262'SIGN, SET IN THE TOP AND CENTER OF THE NORTH CONCRETE HEADWALL OF A
 CZ0262'BRIDGE.
 CZ0262
 CZ0262                          STATION RECOVERY (1979)
 CZ0262
 CZ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0262'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0029 ***********************************************************************
 CZ0029  DESIGNATION -  966
 CZ0029  PID         -  CZ0029
 CZ0029  STATE/COUNTY-  AZ/COCHISE
 CZ0029  USGS QUAD   -  DRAGOON (1995)
 CZ0029
 CZ0029                         *CURRENT SURVEY CONTROL
 CZ0029  ___________________________________________________________________
 CZ0029* NAD 83(1986)-  32 05 49.     (N)    110 02 07.     (W)     SCALED    
 CZ0029* NAVD 88     -      1431.220  (meters)    4695.59   (feet)  ADJUSTED  
 CZ0029  ___________________________________________________________________
 CZ0029  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CZ0029  DYNAMIC HT  -        1429.030 (meters)    4688.41  (feet)  COMP
 CZ0029  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 CZ0029
 CZ0029  VERT ORDER  -  FIRST     CLASS II
 CZ0029
 CZ0029.The horizontal coordinates were scaled from a topographic map and have
 CZ0029.an estimated accuracy of +/- 6 seconds.
 CZ0029
 CZ0029.The orthometric height was determined by differential leveling
 CZ0029.and adjusted in June 1991.
 CZ0029
 CZ0029.The geoid height was determined by GEOID03.
 CZ0029
 CZ0029.The dynamic height is computed by dividing the NAVD 88
 CZ0029.geopotential number by the normal gravity value computed on the
 CZ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0029.degrees latitude (g = 980.6199 gals.).
 CZ0029
 CZ0029.The modeled gravity was interpolated from observed gravity values.
 CZ0029
 CZ0029;                    North         East    Units  Estimated Accuracy
 CZ0029;SPC AZ E     -   121,620.      225,760.      MT  (+/- 180 meters Scaled)
 CZ0029
 CZ0029                          SUPERSEDED SURVEY CONTROL
 CZ0029
 CZ0029  NGVD 29 (??/??/92) 1430.349  (m)         4692.74   (f) ADJ UNCH    1 2
 CZ0029
 CZ0029.Superseded values are not recommended for survey control.
 CZ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0029.See file dsdata.txt to determine how the superseded data were derived.
 CZ0029
 CZ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA910515(NAD 83)
 CZ0029_MARKER: DD = SURVEY DISK
 CZ0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0029_SP_SET: BRIDGE
 CZ0029_STAMPING: 966 4693.54 1958
 CZ0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0029
 CZ0029  HISTORY     - Date     Condition        Report By
 CZ0029  HISTORY     - 1958     MONUMENTED       AZHD
 CZ0029  HISTORY     - 1960     GOOD             NGS
 CZ0029  HISTORY     - 1979     GOOD             NGS
 CZ0029
 CZ0029                          STATION DESCRIPTION
 CZ0029
 CZ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0029'19.35 MI E FROM BENSON.
 CZ0029'19.35 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0029'HIGHWAY 86, 0.35 MILES WEST OF MILEPOST 312, 37 FEET SOUTH OF THE
 CZ0029'CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, 10 FEET SOUTH
 CZ0029'OF GUARD RAIL, SET IN THE CENTER OF THE SOUTH HEADWALL OF LARGE
 CZ0029'CONCRETE BRIDGE OVER A WASH, ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 CZ0029
 CZ0029                          STATION RECOVERY (1979)
 CZ0029
 CZ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0029'31.5 KILOMETERS (19.6 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0029'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, SET IN THE TOP CENTER
 CZ0029'OF THE SOUTHEAST HEADWALL FOR THE EASTBOUND BRIDGE OVER A WASH, 0.1
 CZ0029'KILOMETER (0.05 MILE) SOUTHWEST OF HIGHWAY MILE POST 324, 11 METERS
 CZ0029'(36 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC
 CZ0029'LANES.
 CZ0029'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0310 ***********************************************************************
 FS0310  DESIGNATION -  968+00
 FS0310  PID         -  FS0310
 FS0310  STATE/COUNTY-  AZ/MOHAVE
 FS0310  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0310
 FS0310                         *CURRENT SURVEY CONTROL
 FS0310  ___________________________________________________________________
 FS0310* NAD 83(1986)-  35 35 58.     (N)    114 24 03.     (W)     SCALED    
 FS0310* NAVD 88     -       829.390  (meters)    2721.09   (feet)  POSTED    
 FS0310  ___________________________________________________________________
 FS0310  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0310  DYNAMIC HT  -         828.460 (meters)    2718.04  (feet)  COMP
 FS0310  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 FS0310
 FS0310  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0310
 FS0310.The horizontal coordinates were scaled from a topographic map and have
 FS0310.an estimated accuracy of +/- 6 seconds.
 FS0310
 FS0310.The orthometric height was determined by differential leveling
 FS0310.and adjusted by the  in 1992.
 FS0310.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0310.rate of 4.1 thru 8.0 mm/km.
 FS0310
 FS0310.The geoid height was determined by GEOID03.
 FS0310
 FS0310.The dynamic height is computed by dividing the NAVD 88
 FS0310.geopotential number by the normal gravity value computed on the
 FS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0310.degrees latitude (g = 980.6199 gals.).
 FS0310
 FS0310.The modeled gravity was interpolated from observed gravity values.
 FS0310
 FS0310;                    North         East    Units  Estimated Accuracy
 FS0310;SPC AZ W     -   510,290.      154,390.      MT  (+/- 180 meters Scaled)
 FS0310
 FS0310                          SUPERSEDED SURVEY CONTROL
 FS0310
 FS0310  NGVD 29 (??/??/92)  828.644  (m)         2718.64   (f) ADJ UNCH    1 1
 FS0310
 FS0310.Superseded values are not recommended for survey control.
 FS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0310.See file dsdata.txt to determine how the superseded data were derived.
 FS0310
 FS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV354426(NAD 83)
 FS0310_MARKER: DD = SURVEY DISK
 FS0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0310_SP_SET: CULVERT
 FS0310_STAMPING: 968+00 2719.55 1935
 FS0310_MARK LOGO: AZHD  
 FS0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0310
 FS0310  HISTORY     - Date     Condition        Report By
 FS0310  HISTORY     - 1935     MONUMENTED       AZHD
 FS0310  HISTORY     - 1949     GOOD             NGS
 FS0310  HISTORY     - 1982     GOOD             NGS
 FS0310
 FS0310                          STATION DESCRIPTION
 FS0310
 FS0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0310'16.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0310'16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0310'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, AT A 30-INCH CORRUGATED
 FS0310'METAL PIPE CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FS0310'SOUTHWEST CONCRETE HEAD WALL, 15.9 FEET SOUTHWEST OF THE
 FS0310'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0310
 FS0310                          STATION RECOVERY (1982)
 FS0310
 FS0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0310'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0045 ***********************************************************************
 EU0045  DESIGNATION -  968.71
 EU0045  PID         -  EU0045
 EU0045  STATE/COUNTY-  AZ/MOHAVE
 EU0045  USGS QUAD   -  FRANCONIA (1970)
 EU0045
 EU0045                         *CURRENT SURVEY CONTROL
 EU0045  ___________________________________________________________________
 EU0045* NAD 83(1986)-  34 43 45.     (N)    114 18 47.     (W)     SCALED    
 EU0045* NAVD 88     -       295.92   (+/-2cm)     970.9    (feet)  VERTCON   
 EU0045  ___________________________________________________________________
 EU0045  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EU0045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0045
 EU0045.The horizontal coordinates were scaled from a topographic map and have
 EU0045.an estimated accuracy of +/- 6 seconds.
 EU0045
 EU0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0045.The vertical order pertains to the NGVD 29 superseded value.
 EU0045
 EU0045.The geoid height was determined by GEOID03.
 EU0045
 EU0045;                    North         East    Units  Estimated Accuracy
 EU0045;SPC AZ W     -   413,690.      161,790.      MT  (+/- 180 meters Scaled)
 EU0045
 EU0045                          SUPERSEDED SURVEY CONTROL
 EU0045
 EU0045  NGVD 29 (??/??/??)  295.254  (m)          968.68   (f) ADJUSTED    2 0
 EU0045
 EU0045.Superseded values are not recommended for survey control.
 EU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0045.See file dsdata.txt to determine how the superseded data were derived.
 EU0045
 EU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU460462(NAD 83)
 EU0045_MARKER: DD = SURVEY DISK
 EU0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0045_SP_SET: CULVERT
 EU0045_STAMPING: 968.71 526X96-50 1951
 EU0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0045
 EU0045  HISTORY     - Date     Condition        Report By
 EU0045  HISTORY     - 1951     MONUMENTED       AZHD
 EU0045  HISTORY     - 1961     GOOD             NGS
 EU0045  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0045
 EU0045                          STATION DESCRIPTION
 EU0045
 EU0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0045'10.2 MI E FROM TOPOCK.
 EU0045'ABOUT 10.2 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0045'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0045'ABOUT 0.15 MILES WEST OF THE JUNCTION OF AN ASPHALT ROAD TO SITE
 EU0045'SIX, NEAR MILE POST 10, SET IN THE TOP AND APPROXIMATE CENTER OF
 EU0045'THE SOUTH HEADWALL OF A 45 FOOT CONCRETE BOX CULVERT WITH 4
 EU0045'OPENINGS, 22 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 EU0045'75 FEET WEST OF MILE POST 10, AND ABOUT 1 FOOT BELOW THE LEVEL
 EU0045'OF THE ROAD.
 EU0045
 EU0045                          STATION RECOVERY (1981)
 EU0045
 EU0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0045'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1423 ***********************************************************************
 DU1423  DESIGNATION -  96TH
 DU1423  PID         -  DU1423
 DU1423  STATE/COUNTY-  AZ/MARICOPA
 DU1423  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1423
 DU1423                         *CURRENT SURVEY CONTROL
 DU1423  ___________________________________________________________________
 DU1423* NAD 83(2007)-  33 23 11.37955(N)    111 37 27.39325(W)     ADJUSTED  
 DU1423* NAVD 88     -       452.423  (meters)    1484.32   (feet)  ADJUSTED  
 DU1423  ___________________________________________________________________
 DU1423  EPOCH DATE  -        2007.00
 DU1423  X           -  -1,964,704.806 (meters)                     COMP
 DU1423  Y           -  -4,956,141.743 (meters)                     COMP
 DU1423  Z           -   3,490,062.111 (meters)                     COMP
 DU1423  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 DU1423  ELLIP HEIGHT-         422.766 (meters)          (02/10/07) ADJUSTED
 DU1423  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1423  DYNAMIC HT  -         451.880 (meters)    1482.54  (feet)  COMP
 DU1423
 DU1423  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1423  Type    PID    Designation                      North   East  Ellip
 DU1423  -------------------------------------------------------------------
 DU1423  NETWORK DU1423 96TH                              2.82   2.33   7.98
 DU1423  -------------------------------------------------------------------
 DU1423  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU1423
 DU1423  VERT ORDER  -  FIRST     CLASS I
 DU1423
 DU1423.The horizontal coordinates were established by GPS observations
 DU1423.and adjusted by the National Geodetic Survey in February 2007.
 DU1423
 DU1423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1423.The horizontal coordinates are valid at the epoch date displayed above.
 DU1423.The epoch date for horizontal control is a decimal equivalence
 DU1423.of Year/Month/Day.
 DU1423
 DU1423.The orthometric height was determined by differential leveling
 DU1423.and adjusted in November 1993.
 DU1423
 DU1423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1423
 DU1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1423
 DU1423.The ellipsoidal height was determined by GPS observations
 DU1423.and is referenced to NAD 83.
 DU1423
 DU1423.The geoid height was determined by GEOID03.
 DU1423
 DU1423.The dynamic height is computed by dividing the NAVD 88
 DU1423.geopotential number by the normal gravity value computed on the
 DU1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1423.degrees latitude (g = 980.6199 gals.).
 DU1423
 DU1423.The modeled gravity was interpolated from observed gravity values.
 DU1423
 DU1423;                    North         East     Units Scale Factor Converg.
 DU1423;SPC AZ C     -   264,650.725   240,562.426   MT  0.99990912   +0 09 39.2
 DU1423;SPC AZ C     -   868,276.66    789,246.80   iFT  0.99990912   +0 09 39.2
 DU1423;UTM  12      - 3,694,309.138   441,937.878   MT  0.99964156   -0 20 36.7
 DU1423
 DU1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1423!SPC AZ C     -   0.99993363  x   0.99990912  =   0.99984276
 DU1423!UTM  12      -   0.99993363  x   0.99964156  =   0.99957522
 DU1423
 DU1423|---------------------------------------------------------------------|
 DU1423| PID    Reference Object                     Distance      Geod. Az  |
 DU1423|                                                           dddmmss.s |
 DU1423| DU1424 96TH RM 1                            12.804 METERS 09007     |
 DU1423| DU1929 GLENMAR                             APPROX. 1.6 KM 2700520.5 |
 DU1423| DU1422 96TH RM 2                            12.808 METERS 27013     |
 DU1423|---------------------------------------------------------------------|
 DU1423
 DU1423                          SUPERSEDED SURVEY CONTROL
 DU1423
 DU1423  ELLIP H (06/11/02)  422.836  (m)                       GP(       ) 4 2
 DU1423  NAD 83(1992)-  33 23 11.37602(N)    111 37 27.39128(W) AD(       ) 2
 DU1423  ELLIP H (08/23/93)  422.894  (m)                       GP(       ) 4 2
 DU1423  NAD 83(1986)-  33 23 11.37147(N)    111 37 27.39517(W) AD(       ) 2
 DU1423  NAD 27      -  33 23 11.19697(N)    111 37 24.91180(W) AD(       ) 2
 DU1423  NGVD 29 (??/??/92)  452.280  (m)         1483.86   (f) ADJ UNCH    1 1
 DU1423
 DU1423.Superseded values are not recommended for survey control.
 DU1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1423.See file dsdata.txt to determine how the superseded data were derived.
 DU1423
 DU1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4193894309(NAD 83)
 DU1423_MARKER: DD = SURVEY DISK
 DU1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1423_SP_SET: CONCRETE POST
 DU1423_STAMPING: 96TH P M GS
 DU1423_MARK LOGO: AZDT  
 DU1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1423+STABILITY: SURFACE MOTION
 DU1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1423+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1423
 DU1423  HISTORY     - Date     Condition        Report By
 DU1423  HISTORY     - 1974     MONUMENTED       AZDT
 DU1423  HISTORY     - 1975     GOOD             AZDT
 DU1423  HISTORY     - 1984     GOOD             AZDT
 DU1423  HISTORY     - 1986     GOOD             AZDT
 DU1423  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1423  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1423
 DU1423                          STATION DESCRIPTION
 DU1423
 DU1423'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1423'THE STATION IS LOCATED ABOUT 4.7 MILES WEST SOUTHWEST OF APACHE
 DU1423'JUNCTION AND 12.5 MILES EAST SOUTHEAST OF MESA ALONG THE PROPOSED
 DU1423'SUPERSTITION FREEWAY CENTERLINE.
 DU1423'
 DU1423'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED 96TH
 DU1423'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT LEVEL
 DU1423'WITH THE GROUND SURFACE.  THE STATION IS MARKED WITH A WITNESS
 DU1423'POST.
 DU1423'
 DU1423'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 96TH
 DU1423'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1423'PROJECTING 3 INCHES.
 DU1423'
 DU1423'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED 96TH
 DU1423'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1423'PROJECTING 4 INCHES.
 DU1423'
 DU1423'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1423'STATE ROUTE 88 AT APACHE JUNCTION, GO WEST ON U.S. 60, 80 AND 89
 DU1423'FOR 4.9 MILES TO ELLSWORTH ROAD, TURN SOUTH ON ELLSWORTH RD. FOR
 DU1423'2 MILES CROSSING BROADWAY AND SOUTHERN AVE. TO A IRRIGATION PUMP
 DU1423'ON THE RIGHT.  TURN RIGHT (WEST) THROUGH A CABLE GATE AND TAKE
 DU1423'THE LEFT ROAD FORK PASSING THROUGH A DIP AND GO .05 MILES.  TAKE
 DU1423'RIGHT FORK PAST A PUMP STATION TO A NORTH-SOUTH ROAD ALONG A
 DU1423'LARGE DITCH, CROSS DITCH AND CONTINUE ON TRACK ROAD (EASTERLY) FOR
 DU1423'0.2 MILES TO A ROAD FORK.  TAKE LEFT ROAD FORK FOR ABOUT 200
 DU1423'FEET TO STATION MARKED WITH A WITNESS POST.
 DU1423'
 DU1423'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1423
 DU1423                          STATION RECOVERY (1975)
 DU1423
 DU1423'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1423'6.6 MI SE FROM BUCKHORN.
 DU1423'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD,
 DU1423'EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  3 FT. WEST
 DU1423'OF P AND M SURVEY SIGN.  10 FT. WEST OF A TRACK ROAD.  SUPERSTITION
 DU1423'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP
 DU1423'SET IN A CYLINDRICAL 12 IN. CONCRETE POST, FLUSH WITH THE GROUND.
 DU1423
 DU1423                          STATION RECOVERY (1984)
 DU1423
 DU1423'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1423'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1423'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1423'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 0.83 KM.  (0.52 MI.)
 DU1423'TO THE MARK.
 DU1423
 DU1423                          STATION RECOVERY (1986)
 DU1423
 DU1423'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1423'THE STATION WAS RECOVERED AT THIS DATE.
 DU1423'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1423'DESCRIPTION WAS ADEQUATE.
 DU1423
 DU1423                          STATION RECOVERY (2006)
 DU1423
 DU1423'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1423'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU1423'ADJUSTED COORDINATES POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED
 DU1423'SUPERSTITION FREEWAY.
 DU1423
 DU1423                          STATION RECOVERY (2008)
 DU1423
 DU1423'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1423'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1423'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1423' 
 DU1423' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1424 ***********************************************************************
 DU1424  DESIGNATION -  96TH RM 1
 DU1424  PID         -  DU1424
 DU1424  STATE/COUNTY-  AZ/MARICOPA
 DU1424  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1424
 DU1424                         *CURRENT SURVEY CONTROL
 DU1424  ___________________________________________________________________
 DU1424* NAD 83(1986)-  33 23 12.     (N)    111 37 20.     (W)     SCALED    
 DU1424* NAVD 88     -       452.634  (meters)    1485.02   (feet)  ADJUSTED  
 DU1424  ___________________________________________________________________
 DU1424  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1424  DYNAMIC HT  -         452.090 (meters)    1483.23  (feet)  COMP
 DU1424  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU1424
 DU1424  VERT ORDER  -  FIRST     CLASS I
 DU1424
 DU1424.The horizontal coordinates were scaled from a topographic map and have
 DU1424.an estimated accuracy of +/- 6 seconds.
 DU1424
 DU1424.The orthometric height was determined by differential leveling
 DU1424.and adjusted in November 1993.
 DU1424
 DU1424.The geoid height was determined by GEOID03.
 DU1424
 DU1424.The dynamic height is computed by dividing the NAVD 88
 DU1424.geopotential number by the normal gravity value computed on the
 DU1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1424.degrees latitude (g = 980.6199 gals.).
 DU1424
 DU1424.The modeled gravity was interpolated from observed gravity values.
 DU1424
 DU1424;                    North         East    Units  Estimated Accuracy
 DU1424;SPC AZ C     -   264,670.      240,750.      MT  (+/- 180 meters Scaled)
 DU1424
 DU1424                          SUPERSEDED SURVEY CONTROL
 DU1424
 DU1424  NGVD 29 (??/??/92)  452.491  (m)         1484.55   (f) ADJ UNCH    1 1
 DU1424
 DU1424.Superseded values are not recommended for survey control.
 DU1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1424.See file dsdata.txt to determine how the superseded data were derived.
 DU1424
 DU1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB421943(NAD 83)
 DU1424_MARKER: DD = SURVEY DISK
 DU1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1424_STAMPING: 96TH RM 1
 DU1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1424+STABILITY: SURFACE MOTION
 DU1424
 DU1424  HISTORY     - Date     Condition        Report By
 DU1424  HISTORY     - 1974     MONUMENTED       AZDT
 DU1424  HISTORY     - 1975     GOOD             AZDT
 DU1424  HISTORY     - 1984     GOOD             AZDT
 DU1424  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1424  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1424
 DU1424                          STATION DESCRIPTION
 DU1424
 DU1424'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1424'6.6 MI SE FROM BUCKHORN.
 DU1424'FROM THE INTERSECTION OF ELLSWORTH AND THE FREEWAY CENTERLINE, EAST ON
 DU1424'THE FREEWAY FOR 0.5 MILES AND TO THE STATION.  ON THE FREEWAY
 DU1424'CENTERLINE.  45 FT. EAST OF A P AND M SURVEY SIGN.  SUPERSTITION
 DU1424'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1424'SET IN A 12 IN. CONCRETE POST, UP 0.4 FT.
 DU1424
 DU1424                          STATION RECOVERY (1984)
 DU1424
 DU1424'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1424'RECOVERED IN GOOD CONDITION.
 DU1424
 DU1424                          STATION RECOVERY (2006)
 DU1424
 DU1424'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1424'DID NOT FIND REFERENCE MARK 1. THE ADJUSTED COORDINATES FOR THE
 DU1424'STATION POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED SUPERSTITION
 DU1424'FREEWAY.
 DU1424
 DU1424                          STATION RECOVERY (2008)
 DU1424
 DU1424'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1424'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1424'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1424' 
 DU1424' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1422 ***********************************************************************
 DU1422  DESIGNATION -  96TH RM 2
 DU1422  PID         -  DU1422
 DU1422  STATE/COUNTY-  AZ/MARICOPA
 DU1422  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1422
 DU1422                         *CURRENT SURVEY CONTROL
 DU1422  ___________________________________________________________________
 DU1422* NAD 83(1986)-  33 23 12.     (N)    111 37 20.     (W)     SCALED    
 DU1422* NAVD 88     -       452.473  (meters)    1484.49   (feet)  ADJUSTED  
 DU1422  ___________________________________________________________________
 DU1422  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1422  DYNAMIC HT  -         451.930 (meters)    1482.71  (feet)  COMP
 DU1422  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 DU1422
 DU1422  VERT ORDER  -  FIRST     CLASS I
 DU1422
 DU1422.The horizontal coordinates were scaled from a topographic map and have
 DU1422.an estimated accuracy of +/- 6 seconds.
 DU1422
 DU1422.The orthometric height was determined by differential leveling
 DU1422.and adjusted in November 1993.
 DU1422
 DU1422.The geoid height was determined by GEOID03.
 DU1422
 DU1422.The dynamic height is computed by dividing the NAVD 88
 DU1422.geopotential number by the normal gravity value computed on the
 DU1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1422.degrees latitude (g = 980.6199 gals.).
 DU1422
 DU1422.The modeled gravity was interpolated from observed gravity values.
 DU1422
 DU1422;                    North         East    Units  Estimated Accuracy
 DU1422;SPC AZ C     -   264,670.      240,750.      MT  (+/- 180 meters Scaled)
 DU1422
 DU1422                          SUPERSEDED SURVEY CONTROL
 DU1422
 DU1422  NGVD 29 (??/??/92)  452.329  (m)         1484.02   (f) ADJ UNCH    1 1
 DU1422
 DU1422.Superseded values are not recommended for survey control.
 DU1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1422.See file dsdata.txt to determine how the superseded data were derived.
 DU1422
 DU1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB421943(NAD 83)
 DU1422_MARKER: DD = SURVEY DISK
 DU1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1422_STAMPING: 96TH RM 2
 DU1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1422+STABILITY: SURFACE MOTION
 DU1422
 DU1422  HISTORY     - Date     Condition        Report By
 DU1422  HISTORY     - 1974     MONUMENTED       AZDT
 DU1422  HISTORY     - 1975     GOOD             AZDT
 DU1422  HISTORY     - 1984     GOOD             AZDT
 DU1422  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1422  HISTORY     - 20070325 MARK NOT FOUND   GEOCAC
 DU1422
 DU1422                          STATION DESCRIPTION
 DU1422
 DU1422'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1422'6.6 MI SE FROM BUCKHORN.
 DU1422'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND ELLSWORTH ROAD,
 DU1422'EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.  ON THE
 DU1422'FREEWAY CENTERLINE.  45 FT. WEST OF A P AND M SURVEY SIGN.
 DU1422'SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD
 DU1422'ALUMINUM CAP SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.5 FT.
 DU1422
 DU1422                          STATION RECOVERY (1984)
 DU1422
 DU1422'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1422'RECOVERED IN GOOD CONDITION.
 DU1422
 DU1422                          STATION RECOVERY (2006)
 DU1422
 DU1422'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1422'DID NOT FIND REFERENCE MARK 2. THE ADJUSTED COORDINATES FOR THE
 DU1422'STATION POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED SUPERSTITION
 DU1422'FREEWAY.
 DU1422
 DU1422                          STATION RECOVERY (2007)
 DU1422
 DU1422'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1422'ALMOST CERTAINLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0668 ***********************************************************************
 ER0668  DESIGNATION -  97 BKC
 ER0668  PID         -  ER0668
 ER0668  STATE/COUNTY-  AZ/NAVAJO
 ER0668  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0668
 ER0668                         *CURRENT SURVEY CONTROL
 ER0668  ___________________________________________________________________
 ER0668* NAD 83(1986)-  34 16 34.     (N)    109 53 29.     (W)     SCALED    
 ER0668* NAVD 88     -      2029.737  (meters)    6659.23   (feet)  ADJUSTED  
 ER0668  ___________________________________________________________________
 ER0668  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0668  DYNAMIC HT  -        2026.699 (meters)    6649.26  (feet)  COMP
 ER0668  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 ER0668
 ER0668  VERT ORDER  -  SECOND    CLASS 0
 ER0668
 ER0668.The horizontal coordinates were scaled from a topographic map and have
 ER0668.an estimated accuracy of +/- 6 seconds.
 ER0668
 ER0668.The orthometric height was determined by differential leveling
 ER0668.and adjusted in June 1991.
 ER0668
 ER0668.The geoid height was determined by GEOID03.
 ER0668
 ER0668.The dynamic height is computed by dividing the NAVD 88
 ER0668.geopotential number by the normal gravity value computed on the
 ER0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0668.degrees latitude (g = 980.6199 gals.).
 ER0668
 ER0668.The modeled gravity was interpolated from observed gravity values.
 ER0668
 ER0668;                    North         East    Units  Estimated Accuracy
 ER0668;SPC AZ E     -   363,310.      238,710.      MT  (+/- 180 meters Scaled)
 ER0668
 ER0668                          SUPERSEDED SURVEY CONTROL
 ER0668
 ER0668  NGVD 29 (??/??/92) 2028.85   (m)         6656.3    (f) COMPUTED    2 0
 ER0668
 ER0668.Superseded values are not recommended for survey control.
 ER0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0668.See file dsdata.txt to determine how the superseded data were derived.
 ER0668
 ER0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC020933(NAD 83)
 ER0668_MARKER: DB = BENCH MARK DISK
 ER0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0668_SP_SET: COPPER-CLAD STEEL ROD
 ER0668_STAMPING: 97 BKC 1968 6657
 ER0668_MARK LOGO: USGS  
 ER0668_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0668+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0668
 ER0668  HISTORY     - Date     Condition        Report By
 ER0668  HISTORY     - 1968     MONUMENTED       USGS
 ER0668
 ER0668                          STATION DESCRIPTION
 ER0668
 ER0668'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0668'FROM THE POST OFFICE IN SHOW LOW, ARIZONA, PROCEED 7.7 MILES EAST
 ER0668'ALONG U S HIGHWAY 60, 100 FEET SOUTH OF THE HIGHWAY, 1.3 FEET NORTH
 ER0668'OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0668'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0560 ***********************************************************************
 ER0560  DESIGNATION -  97 DOR
 ER0560  PID         -  ER0560
 ER0560  STATE/COUNTY-  AZ/APACHE
 ER0560  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0560
 ER0560                         *CURRENT SURVEY CONTROL
 ER0560  ___________________________________________________________________
 ER0560* NAD 83(1986)-  34 53 32.     (N)    109 30 15.     (W)     SCALED    
 ER0560* NAVD 88     -      1873.914  (meters)    6148.00   (feet)  ADJUSTED  
 ER0560  ___________________________________________________________________
 ER0560  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0560  DYNAMIC HT  -        1871.223 (meters)    6139.17  (feet)  COMP
 ER0560  MODELED GRAV-     979,132.6   (mgal)                       NAVD 88
 ER0560
 ER0560  VERT ORDER  -  SECOND    CLASS II
 ER0560
 ER0560.The horizontal coordinates were scaled from a topographic map and have
 ER0560.an estimated accuracy of +/- 6 seconds.
 ER0560
 ER0560.The orthometric height was determined by differential leveling
 ER0560.and adjusted in June 1991.
 ER0560
 ER0560.The geoid height was determined by GEOID03.
 ER0560
 ER0560.The dynamic height is computed by dividing the NAVD 88
 ER0560.geopotential number by the normal gravity value computed on the
 ER0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0560.degrees latitude (g = 980.6199 gals.).
 ER0560
 ER0560.The modeled gravity was interpolated from observed gravity values.
 ER0560
 ER0560;                    North         East    Units  Estimated Accuracy
 ER0560;SPC AZ E     -   431,820.      273,910.      MT  (+/- 180 meters Scaled)
 ER0560
 ER0560                          SUPERSEDED SURVEY CONTROL
 ER0560
 ER0560.No superseded survey control is available for this station.
 ER0560
 ER0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD366621(NAD 83)
 ER0560_MARKER: DB = BENCH MARK DISK
 ER0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0560_SP_SET: CONCRETE POST
 ER0560_STAMPING: 97 DOR 1972 6145
 ER0560_MARK LOGO: USGS  
 ER0560_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0560+STABILITY: SURFACE MOTION
 ER0560
 ER0560  HISTORY     - Date     Condition        Report By
 ER0560  HISTORY     - 1972     MONUMENTED       USGS
 ER0560
 ER0560                          STATION DESCRIPTION
 ER0560
 ER0560'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0560'26.6 KM (16.50 MI) SOUTH FROM NAVAJO.
 ER0560'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0560'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0560'THENCE 3.6 MILES SOUTHEAST ALONG A TRACK ROAD TO THE TOP OF A SLIGHT
 ER0560'RISE, 44 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0444 ***********************************************************************
 GQ0444  DESIGNATION -  97 DOR
 GQ0444  PID         -  GQ0444
 GQ0444  STATE/COUNTY-  AZ/MOHAVE
 GQ0444  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0444
 GQ0444                         *CURRENT SURVEY CONTROL
 GQ0444  ___________________________________________________________________
 GQ0444* NAD 83(1986)-  36 49 31.     (N)    113 34 13.     (W)     SCALED    
 GQ0444* NAVD 88     -      1549.886  (meters)    5084.92   (feet)  POSTED    
 GQ0444  ___________________________________________________________________
 GQ0444  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 GQ0444  DYNAMIC HT  -        1548.140 (meters)    5079.19  (feet)  COMP
 GQ0444  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 GQ0444
 GQ0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0444
 GQ0444.The horizontal coordinates were scaled from a topographic map and have
 GQ0444.an estimated accuracy of +/- 6 seconds.
 GQ0444
 GQ0444.The orthometric height was determined by differential leveling
 GQ0444.and adjusted by the  in 1992.
 GQ0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0444.rate of 0.0 thru 1.0 mm/km.
 GQ0444
 GQ0444.The geoid height was determined by GEOID03.
 GQ0444
 GQ0444.The dynamic height is computed by dividing the NAVD 88
 GQ0444.geopotential number by the normal gravity value computed on the
 GQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0444.degrees latitude (g = 980.6199 gals.).
 GQ0444
 GQ0444.The modeled gravity was interpolated from observed gravity values.
 GQ0444
 GQ0444;                    North         East    Units  Estimated Accuracy
 GQ0444;SPC AZ W     -   646,120.      229,390.      MT  (+/- 180 meters Scaled)
 GQ0444
 GQ0444                          SUPERSEDED SURVEY CONTROL
 GQ0444
 GQ0444.No superseded survey control is available for this station.
 GQ0444
 GQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF707785(NAD 83)
 GQ0444_MARKER: DB = BENCH MARK DISK
 GQ0444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0444_SP_SET: COPPER-CLAD STEEL ROD
 GQ0444_STAMPING: 97 DOR 1970 5082
 GQ0444_MARK LOGO: USGS  
 GQ0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0444
 GQ0444  HISTORY     - Date     Condition        Report By
 GQ0444  HISTORY     - 1970     MONUMENTED       USGS
 GQ0444
 GQ0444                          STATION DESCRIPTION
 GQ0444
 GQ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0444'33.2 KM (20.60 MI) SOUTH FROM ST GEORGE UT.
 GQ0444'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0444'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0444'ROAD TO THE ARIZONA STATE LINE, CONTINUE 13.9 MILES SOUTH ALONG MT.
 GQ0444'TRUMBULL ROAD TO THE SUMMIT OF QUAIL CANYON ROAD, 70 FEET NORTH OF A
 GQ0444'CATTLEGUARD, 0.5 FEET EAST OF A FENCE.  ROD DEPTH UNKNOWN, ENCASED IN
 GQ0444'A PIPE PROJECTING 3-INCHES.
 GQ0444'THE MARK IS 1.5 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0665 ***********************************************************************
 GP0665  DESIGNATION -  97 DOR
 GP0665  PID         -  GP0665
 GP0665  STATE/COUNTY-  AZ/COCONINO
 GP0665  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0665
 GP0665                         *CURRENT SURVEY CONTROL
 GP0665  ___________________________________________________________________
 GP0665* NAD 83(1986)-  36 26 34.     (N)    110 53 55.     (W)     SCALED    
 GP0665* NAVD 88     -      1801.082  (meters)    5909.05   (feet)  ADJUSTED  
 GP0665  ___________________________________________________________________
 GP0665  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 GP0665  DYNAMIC HT  -        1798.843 (meters)    5901.70  (feet)  COMP
 GP0665  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 GP0665
 GP0665  VERT ORDER  -  SECOND    CLASS 0
 GP0665
 GP0665.The horizontal coordinates were scaled from a topographic map and have
 GP0665.an estimated accuracy of +/- 6 seconds.
 GP0665
 GP0665.The orthometric height was determined by differential leveling
 GP0665.and adjusted in June 1991.
 GP0665
 GP0665.The geoid height was determined by GEOID03.
 GP0665
 GP0665.The dynamic height is computed by dividing the NAVD 88
 GP0665.geopotential number by the normal gravity value computed on the
 GP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0665.degrees latitude (g = 980.6199 gals.).
 GP0665
 GP0665.The modeled gravity was interpolated from observed gravity values.
 GP0665
 GP0665;                    North         East    Units  Estimated Accuracy
 GP0665;SPC AZ C     -   604,120.      304,630.      MT  (+/- 180 meters Scaled)
 GP0665
 GP0665                          SUPERSEDED SURVEY CONTROL
 GP0665
 GP0665  NGVD 29 (??/??/92) 1800.13   (m)         5905.9    (f) COMPUTED    2 0
 GP0665
 GP0665.Superseded values are not recommended for survey control.
 GP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0665.See file dsdata.txt to determine how the superseded data were derived.
 GP0665
 GP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF090330(NAD 83)
 GP0665_MARKER: DB = BENCH MARK DISK
 GP0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0665_SP_SET: COPPER-CLAD STEEL ROD
 GP0665_STAMPING: 97 DOR 1969 5906
 GP0665_MARK LOGO: USGS  
 GP0665_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0665+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0665
 GP0665  HISTORY     - Date     Condition        Report By
 GP0665  HISTORY     - 1969     MONUMENTED       USGS
 GP0665
 GP0665                          STATION DESCRIPTION
 GP0665
 GP0665'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0665'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0665'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0665'NORTH, THENCE 3.9 MILES NORTH, 0.2 MILES NORTH OF A Y-ROAD NORTHWEST
 GP0665'TO KABETO, 53 FEET WEST AND 2 FEET HIGHER THAN THE ROAD, 2 FEET
 GP0665'NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0665'FIBER PIPE FLUSH FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0438 ***********************************************************************
 DV0438  DESIGNATION -  97 Z
 DV0438  PID         -  DV0438
 DV0438  STATE/COUNTY-  AZ/MARICOPA
 DV0438  USGS QUAD   -  TOLLESON (1982)
 DV0438
 DV0438                         *CURRENT SURVEY CONTROL
 DV0438  ___________________________________________________________________
 DV0438* NAD 83(1986)-  33 24 22.     (N)    112 21 27.     (W)     SCALED    
 DV0438* NAVD 88     -       283.77   (+/-2cm)     931.0    (feet)  VERTCON   
 DV0438  ___________________________________________________________________
 DV0438  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0438
 DV0438.The horizontal coordinates were scaled from a topographic map and have
 DV0438.an estimated accuracy of +/- 6 seconds.
 DV0438
 DV0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0438.The vertical order pertains to the NGVD 29 superseded value.
 DV0438
 DV0438.The geoid height was determined by GEOID03.
 DV0438
 DV0438;                    North         East    Units  Estimated Accuracy
 DV0438;SPC AZ C     -   266,880.      172,360.      MT  (+/- 180 meters Scaled)
 DV0438
 DV0438                          SUPERSEDED SURVEY CONTROL
 DV0438
 DV0438  NGVD 29 (??/??/92)  283.132  (m)          928.91   (f) ADJ UNCH    2 0
 DV0438
 DV0438.Superseded values are not recommended for survey control.
 DV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0438.See file dsdata.txt to determine how the superseded data were derived.
 DV0438
 DV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB737971(NAD 83)
 DV0438_MARKER: DD = SURVEY DISK
 DV0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0438_STAMPING: 97 Z 1962
 DV0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0438+STABILITY: SURFACE MOTION
 DV0438
 DV0438  HISTORY     - Date     Condition        Report By
 DV0438  HISTORY     - 1962     MONUMENTED       AZHD
 DV0438  HISTORY     - 1962     GOOD             NGS
 DV0438  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0438  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0438
 DV0438                          STATION DESCRIPTION
 DV0438
 DV0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0438'2.9 MI SW FROM AVONDALE.
 DV0438'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE
 DV0438'THENCE 2 MILES SOUTH ALONG LITCHFIELD RD TO THE JUNCTION OF WEST
 DV0438'BROADWAY AND THE MARK SET IN A CONCRETE POST PROJECTING 1 INCH.  THE
 DV0438'MARK IS LOCATED 54 FT. SOUTHWEST OF POWER POLE NO. 1545, 14 FT. FROM
 DV0438'THE CENTER OF LITCHFIELD RD EXT, AND 2.7 FT. EAST OF A WITNESS POST.
 DV0438
 DV0438                          STATION RECOVERY (1992)
 DV0438
 DV0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0438'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0438
 DV0438                          STATION RECOVERY (2008)
 DV0438
 DV0438'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0438'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0438'MARK. THE DESCRIBED LOCATION IS NOW THE ENTRANCE ROAD TO A READY-MIX
 DV0438'CONCRETE PLANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0669 ***********************************************************************
 ER0669  DESIGNATION -  98 BKC
 ER0669  PID         -  ER0669
 ER0669  STATE/COUNTY-  AZ/NAVAJO
 ER0669  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0669
 ER0669                         *CURRENT SURVEY CONTROL
 ER0669  ___________________________________________________________________
 ER0669* NAD 83(1986)-  34 16 21.     (N)    109 54 53.     (W)     SCALED    
 ER0669* NAVD 88     -      2000.723  (meters)    6564.04   (feet)  ADJUSTED  
 ER0669  ___________________________________________________________________
 ER0669  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ER0669  DYNAMIC HT  -        1997.729 (meters)    6554.22  (feet)  COMP
 ER0669  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 ER0669
 ER0669  VERT ORDER  -  SECOND    CLASS 0
 ER0669
 ER0669.The horizontal coordinates were scaled from a topographic map and have
 ER0669.an estimated accuracy of +/- 6 seconds.
 ER0669
 ER0669.The orthometric height was determined by differential leveling
 ER0669.and adjusted in June 1991.
 ER0669
 ER0669.The geoid height was determined by GEOID03.
 ER0669
 ER0669.The dynamic height is computed by dividing the NAVD 88
 ER0669.geopotential number by the normal gravity value computed on the
 ER0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0669.degrees latitude (g = 980.6199 gals.).
 ER0669
 ER0669.The modeled gravity was interpolated from observed gravity values.
 ER0669
 ER0669;                    North         East    Units  Estimated Accuracy
 ER0669;SPC AZ E     -   362,910.      236,560.      MT  (+/- 180 meters Scaled)
 ER0669
 ER0669                          SUPERSEDED SURVEY CONTROL
 ER0669
 ER0669  NGVD 29 (??/??/92) 1999.84   (m)         6561.1    (f) COMPUTED    2 0
 ER0669
 ER0669.Superseded values are not recommended for survey control.
 ER0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0669.See file dsdata.txt to determine how the superseded data were derived.
 ER0669
 ER0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC999929(NAD 83)
 ER0669_MARKER: DB = BENCH MARK DISK
 ER0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0669_SP_SET: COPPER-CLAD STEEL ROD
 ER0669_STAMPING: 98 BKC 1968 6561
 ER0669_MARK LOGO: USGS  
 ER0669_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0669+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0669
 ER0669  HISTORY     - Date     Condition        Report By
 ER0669  HISTORY     - 1968     MONUMENTED       USGS
 ER0669
 ER0669                          STATION DESCRIPTION
 ER0669
 ER0669'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0669'FROM THE POST OFFICE IN SHOW LOW, ARIZONA, PROCEED 6.3 MILES EAST
 ER0669'ALONG U S HIGHWAY 60 TO APACHE RAILROAD CROSSING, 74 FEET NORTH AND
 ER0669'117 FEET EAST OF THE HIGHWAY AT THE RAILROAD CROSSING, 1.9 FEET EAST
 ER0669'OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A
 ER0669'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0561 ***********************************************************************
 ER0561  DESIGNATION -  98 DOR
 ER0561  PID         -  ER0561
 ER0561  STATE/COUNTY-  AZ/APACHE
 ER0561  USGS QUAD   -  HOGAN WELL (1984)
 ER0561
 ER0561                         *CURRENT SURVEY CONTROL
 ER0561  ___________________________________________________________________
 ER0561* NAD 83(1986)-  34 52 36.     (N)    109 29 55.     (W)     SCALED    
 ER0561* NAVD 88     -      1884.084  (meters)    6181.37   (feet)  ADJUSTED  
 ER0561  ___________________________________________________________________
 ER0561  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0561  DYNAMIC HT  -        1881.380 (meters)    6172.49  (feet)  COMP
 ER0561  MODELED GRAV-     979,132.6   (mgal)                       NAVD 88
 ER0561
 ER0561  VERT ORDER  -  SECOND    CLASS II
 ER0561
 ER0561.The horizontal coordinates were scaled from a topographic map and have
 ER0561.an estimated accuracy of +/- 6 seconds.
 ER0561
 ER0561.The orthometric height was determined by differential leveling
 ER0561.and adjusted in June 1991.
 ER0561
 ER0561.The geoid height was determined by GEOID03.
 ER0561
 ER0561.The dynamic height is computed by dividing the NAVD 88
 ER0561.geopotential number by the normal gravity value computed on the
 ER0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0561.degrees latitude (g = 980.6199 gals.).
 ER0561
 ER0561.The modeled gravity was interpolated from observed gravity values.
 ER0561
 ER0561;                    North         East    Units  Estimated Accuracy
 ER0561;SPC AZ E     -   430,100.      274,430.      MT  (+/- 180 meters Scaled)
 ER0561
 ER0561                          SUPERSEDED SURVEY CONTROL
 ER0561
 ER0561.No superseded survey control is available for this station.
 ER0561
 ER0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD372603(NAD 83)
 ER0561_MARKER: DB = BENCH MARK DISK
 ER0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0561_SP_SET: CONCRETE POST
 ER0561_STAMPING: 98 DOR 1972 6178
 ER0561_MARK LOGO: USGS  
 ER0561_PROJECTION: PROJECTING 15 CENTIMETERS
 ER0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0561+STABILITY: SURFACE MOTION
 ER0561
 ER0561  HISTORY     - Date     Condition        Report By
 ER0561  HISTORY     - 1972     MONUMENTED       USGS
 ER0561
 ER0561                          STATION DESCRIPTION
 ER0561
 ER0561'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0561'28.3 KM (17.60 MI) SOUTH FROM NAVAJO.
 ER0561'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0561'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0561'THENCE 4.7 MILES SOUTHEAST ALONG A TRACK ROAD TO NEAR THE TOP OF A
 ER0561'RISE, 40 FEET WEST OF THE ROAD.
 ER0561'THE MARK IS 2.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0445 ***********************************************************************
 GQ0445  DESIGNATION -  98 DOR
 GQ0445  PID         -  GQ0445
 GQ0445  STATE/COUNTY-  AZ/MOHAVE
 GQ0445  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0445
 GQ0445                         *CURRENT SURVEY CONTROL
 GQ0445  ___________________________________________________________________
 GQ0445* NAD 83(1986)-  36 49 35.     (N)    113 33 36.     (W)     SCALED    
 GQ0445* NAVD 88     -      1508.149  (meters)    4947.99   (feet)  POSTED    
 GQ0445  ___________________________________________________________________
 GQ0445  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 GQ0445  DYNAMIC HT  -        1506.430 (meters)    4942.35  (feet)  COMP
 GQ0445  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 GQ0445
 GQ0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0445
 GQ0445.The horizontal coordinates were scaled from a topographic map and have
 GQ0445.an estimated accuracy of +/- 6 seconds.
 GQ0445
 GQ0445.The orthometric height was determined by differential leveling
 GQ0445.and adjusted by the  in 1992.
 GQ0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0445.rate of 0.0 thru 1.0 mm/km.
 GQ0445
 GQ0445.The geoid height was determined by GEOID03.
 GQ0445
 GQ0445.The dynamic height is computed by dividing the NAVD 88
 GQ0445.geopotential number by the normal gravity value computed on the
 GQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0445.degrees latitude (g = 980.6199 gals.).
 GQ0445
 GQ0445.The modeled gravity was interpolated from observed gravity values.
 GQ0445
 GQ0445;                    North         East    Units  Estimated Accuracy
 GQ0445;SPC AZ W     -   646,240.      230,310.      MT  (+/- 180 meters Scaled)
 GQ0445
 GQ0445                          SUPERSEDED SURVEY CONTROL
 GQ0445
 GQ0445.No superseded survey control is available for this station.
 GQ0445
 GQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF716786(NAD 83)
 GQ0445_MARKER: DB = BENCH MARK DISK
 GQ0445_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0445_SP_SET: ROCK OUTCROP
 GQ0445_STAMPING: 98 DOR 1970 4945
 GQ0445_MARK LOGO: USGS  
 GQ0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0445+STABILITY: POSITION/ELEVATION WELL
 GQ0445
 GQ0445  HISTORY     - Date     Condition        Report By
 GQ0445  HISTORY     - 1970     MONUMENTED       USGS
 GQ0445
 GQ0445                          STATION DESCRIPTION
 GQ0445
 GQ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0445'34.1 KM (21.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0445'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0445'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0445'ROAD TO THE ARIZONA STATE LINE, CONTINUE 14.5 MILES SOUTH ALONG MT.
 GQ0445'TRUMBULL ROAD TO A T-ROAD SOUTHEAST LEADING TO TO THE SEEGMILLER MT.
 GQ0445'CONSERVATION AREA, AT THE BOTTOM OF A DRY WASH, 80 FEET SOUTHEAST OF
 GQ0445'THE ROAD, 62 FEET SOUTHWEST OF THE SEEGMILLER ROAD.  ROD DEPTH
 GQ0445'UNKNOWN, ENCASED IN A PIPE PROJECTING 3-INCHES.
 GQ0445'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0666 ***********************************************************************
 GP0666  DESIGNATION -  98 DOR
 GP0666  PID         -  GP0666
 GP0666  STATE/COUNTY-  AZ/COCONINO
 GP0666  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0666
 GP0666                         *CURRENT SURVEY CONTROL
 GP0666  ___________________________________________________________________
 GP0666* NAD 83(1986)-  36 27 21.     (N)    110 53 25.     (W)     SCALED    
 GP0666* NAVD 88     -      1785.214  (meters)    5856.99   (feet)  ADJUSTED  
 GP0666  ___________________________________________________________________
 GP0666  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 GP0666  DYNAMIC HT  -        1782.993 (meters)    5849.70  (feet)  COMP
 GP0666  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 GP0666
 GP0666  VERT ORDER  -  SECOND    CLASS 0
 GP0666
 GP0666.The horizontal coordinates were scaled from a topographic map and have
 GP0666.an estimated accuracy of +/- 6 seconds.
 GP0666
 GP0666.The orthometric height was determined by differential leveling
 GP0666.and adjusted in June 1991.
 GP0666
 GP0666.The geoid height was determined by GEOID03.
 GP0666
 GP0666.The dynamic height is computed by dividing the NAVD 88
 GP0666.geopotential number by the normal gravity value computed on the
 GP0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0666.degrees latitude (g = 980.6199 gals.).
 GP0666
 GP0666.The modeled gravity was interpolated from observed gravity values.
 GP0666
 GP0666;                    North         East    Units  Estimated Accuracy
 GP0666;SPC AZ C     -   605,580.      305,360.      MT  (+/- 180 meters Scaled)
 GP0666
 GP0666                          SUPERSEDED SURVEY CONTROL
 GP0666
 GP0666  NGVD 29 (??/??/92) 1784.27   (m)         5853.9    (f) COMPUTED    2 0
 GP0666
 GP0666.Superseded values are not recommended for survey control.
 GP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0666.See file dsdata.txt to determine how the superseded data were derived.
 GP0666
 GP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF098345(NAD 83)
 GP0666_MARKER: DB = BENCH MARK DISK
 GP0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0666_SP_SET: COPPER-CLAD STEEL ROD
 GP0666_STAMPING: 98 DOR 1969 5854
 GP0666_MARK LOGO: USGS  
 GP0666_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0666+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0666
 GP0666  HISTORY     - Date     Condition        Report By
 GP0666  HISTORY     - 1969     MONUMENTED       USGS
 GP0666
 GP0666                          STATION DESCRIPTION
 GP0666
 GP0666'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0666'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0666'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0666'NORTH, THENCE 4.9 MILES NORTH, 48 FEET NORTHWEST AND 3 FEET HIGHER
 GP0666'THAN THE ROAD, 10 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT
 GP0666'NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0666'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0439 ***********************************************************************
 DV0439  DESIGNATION -  98 Z
 DV0439  PID         -  DV0439
 DV0439  STATE/COUNTY-  AZ/MARICOPA
 DV0439  USGS QUAD   -  TOLLESON (1982)
 DV0439
 DV0439                         *CURRENT SURVEY CONTROL
 DV0439  ___________________________________________________________________
 DV0439* NAD 83(1986)-  33 24 21.     (N)    112 20 27.     (W)     SCALED    
 DV0439* NAVD 88     -       285.55   (+/-2cm)     936.8    (feet)  VERTCON   
 DV0439  ___________________________________________________________________
 DV0439  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0439
 DV0439.The horizontal coordinates were scaled from a topographic map and have
 DV0439.an estimated accuracy of +/- 6 seconds.
 DV0439
 DV0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0439.The vertical order pertains to the NGVD 29 superseded value.
 DV0439
 DV0439.The geoid height was determined by GEOID03.
 DV0439
 DV0439;                    North         East    Units  Estimated Accuracy
 DV0439;SPC AZ C     -   266,840.      173,910.      MT  (+/- 180 meters Scaled)
 DV0439
 DV0439                          SUPERSEDED SURVEY CONTROL
 DV0439
 DV0439  NGVD 29 (??/??/92)  284.902  (m)          934.72   (f) ADJ UNCH    2 0
 DV0439
 DV0439.Superseded values are not recommended for survey control.
 DV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0439.See file dsdata.txt to determine how the superseded data were derived.
 DV0439
 DV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB753970(NAD 83)
 DV0439_MARKER: DD = SURVEY DISK
 DV0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0439_STAMPING: 98 Z 1962
 DV0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0439+STABILITY: SURFACE MOTION
 DV0439
 DV0439  HISTORY     - Date     Condition        Report By
 DV0439  HISTORY     - 1962     MONUMENTED       AZHD
 DV0439  HISTORY     - 1962     GOOD             NGS
 DV0439  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0439  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0439
 DV0439                          STATION DESCRIPTION
 DV0439
 DV0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0439'4.4 MI SW FROM CASHION.
 DV0439'0.4 MILES WEST ALONG U.S. HY. 80 FROM THE POST OFFICE AT CASHION,
 DV0439'THENCE 2 MILES SOUTH ALONG SOUTH 115TH AVENUE, THENCE 2 MILES WEST
 DV0439'ALONG WEST BROADWAY TO THE JUNCTION OF A NORTH-SOUTH BLACKTOP RD AND
 DV0439'THE MARK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 DV0439'ELEVATION, 3 FT EAST OF A WITNESS POST, 111 FT. WEST OF THE CENTER OF
 DV0439'A PAVED RD, 72 FT. SOUTH OF THE CENTER OF BROADWAY, 3 FT. SOUTHEAST OF
 DV0439'A FENCE CORNER.  NOTE-- TO REACH THE MARK FROM THE CITY HALL AT
 DV0439'AVONDALE GO EAST ALONG WESTERN AVENUE FOR 0.1 MILE, THENCE 0.1 MILE
 DV0439'SOUTH ALONG A ROCK STREET THENCE 1 MILE EAST ON U.S. HY. 80 TO THE
 DV0439'JUNCTION OF EL MIRAGE RD, THENCE SOUTH 1 MILE ON EL MIRAGE TO BLACKTOP
 DV0439'RD, GO WEST AND SOUTH FOR 1.8 MILES ON THE BLACKTOP TO THE MARK.
 DV0439
 DV0439                          STATION RECOVERY (1992)
 DV0439
 DV0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0439'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0439
 DV0439                          STATION RECOVERY (2008)
 DV0439
 DV0439'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0439'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0439'MARK. THE RESIDENT OF THE HOME JUST TO THE NORTH HAD NO KNOWLEDGE THAT
 DV0439'THE MARK EVER EXISTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0309 ***********************************************************************
 FS0309  DESIGNATION -  980+73
 FS0309  PID         -  FS0309
 FS0309  STATE/COUNTY-  AZ/MOHAVE
 FS0309  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0309
 FS0309                         *CURRENT SURVEY CONTROL
 FS0309  ___________________________________________________________________
 FS0309* NAD 83(1986)-  35 36 02.     (N)    114 24 05.     (W)     SCALED    
 FS0309* NAVD 88     -       827.426  (meters)    2714.65   (feet)  POSTED    
 FS0309  ___________________________________________________________________
 FS0309  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0309  DYNAMIC HT  -         826.500 (meters)    2711.61  (feet)  COMP
 FS0309  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 FS0309
 FS0309  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0309
 FS0309.The horizontal coordinates were scaled from a topographic map and have
 FS0309.an estimated accuracy of +/- 6 seconds.
 FS0309
 FS0309.The orthometric height was determined by differential leveling
 FS0309.and adjusted by the  in 1992.
 FS0309.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0309.rate of 4.1 thru 8.0 mm/km.
 FS0309
 FS0309.The geoid height was determined by GEOID03.
 FS0309
 FS0309.The dynamic height is computed by dividing the NAVD 88
 FS0309.geopotential number by the normal gravity value computed on the
 FS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0309.degrees latitude (g = 980.6199 gals.).
 FS0309
 FS0309.The modeled gravity was interpolated from observed gravity values.
 FS0309
 FS0309;                    North         East    Units  Estimated Accuracy
 FS0309;SPC AZ W     -   510,410.      154,340.      MT  (+/- 180 meters Scaled)
 FS0309
 FS0309                          SUPERSEDED SURVEY CONTROL
 FS0309
 FS0309  NGVD 29 (??/??/92)  826.682  (m)         2712.21   (f) ADJ UNCH    1 1
 FS0309
 FS0309.Superseded values are not recommended for survey control.
 FS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0309.See file dsdata.txt to determine how the superseded data were derived.
 FS0309
 FS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV354427(NAD 83)
 FS0309_MARKER: DD = SURVEY DISK
 FS0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0309_SP_SET: CULVERT
 FS0309_STAMPING: 980+73 2713.24 1935
 FS0309_MARK LOGO: AZHD  
 FS0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0309
 FS0309  HISTORY     - Date     Condition        Report By
 FS0309  HISTORY     - 1935     MONUMENTED       AZHD
 FS0309  HISTORY     - 1949     GOOD             NGS
 FS0309  HISTORY     - 1982     GOOD             NGS
 FS0309
 FS0309                          STATION DESCRIPTION
 FS0309
 FS0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0309'16.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0309'16.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0309'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.6 MILE SOUTHEAST
 FS0309'OF MILEPOST 36, AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0309'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 14.3
 FS0309'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FS0309'FOOT HIGHER THAN THE HIGHWAY.
 FS0309
 FS0309                          STATION RECOVERY (1982)
 FS0309
 FS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0309'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0772 ***********************************************************************
 DW0772  DESIGNATION -  988.52
 DW0772  PID         -  DW0772
 DW0772  STATE/COUNTY-  AZ/LA PAZ
 DW0772  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0772
 DW0772                         *CURRENT SURVEY CONTROL
 DW0772  ___________________________________________________________________
 DW0772* NAD 83(1986)-  33 39 20.     (N)    114 15 51.     (W)     SCALED    
 DW0772* NAVD 88     -       302.06   (+/-2cm)     991.0    (feet)  VERTCON   
 DW0772  ___________________________________________________________________
 DW0772  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DW0772  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0772
 DW0772.The horizontal coordinates were scaled from a topographic map and have
 DW0772.an estimated accuracy of +/- 6 seconds.
 DW0772
 DW0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0772.The vertical order pertains to the NGVD 29 superseded value.
 DW0772
 DW0772.The geoid height was determined by GEOID03.
 DW0772
 DW0772;                    North         East    Units  Estimated Accuracy
 DW0772;SPC AZ W     -   294,580.      165,670.      MT  (+/- 180 meters Scaled)
 DW0772
 DW0772                          SUPERSEDED SURVEY CONTROL
 DW0772
 DW0772  NGVD 29 (??/??/??)  301.375  (m)          988.76   (f) ADJUSTED    1 2
 DW0772
 DW0772.Superseded values are not recommended for survey control.
 DW0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0772.See file dsdata.txt to determine how the superseded data were derived.
 DW0772
 DW0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT537273(NAD 83)
 DW0772_MARKER: DD = SURVEY DISK
 DW0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0772_SP_SET: CONCRETE RAIL
 DW0772_STAMPING: 988.52
 DW0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0772
 DW0772  HISTORY     - Date     Condition        Report By
 DW0772  HISTORY     - UNK      MONUMENTED       AZHD
 DW0772  HISTORY     - 1934     GOOD             NGS
 DW0772  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0772  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0772
 DW0772                          STATION DESCRIPTION
 DW0772
 DW0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DW0772'2 MI W FROM QUARTZSITE.
 DW0772'2.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE, YUMA
 DW0772'COUNTY, AT A HIGHWAY BRIDGE, AND IN THE CENTER OF THE TOP OF THE
 DW0772'SOUTH CONCRETE RAIL.  AN ARIZONA HIGHWAY DEPARTMENT STANDARD
 DW0772'DISK, STAMPED 988.52.
 DW0772
 DW0772                          STATION RECOVERY (1971)
 DW0772
 DW0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0772'MARK NOT FOUND.
 DW0772
 DW0772                          STATION RECOVERY (1981)
 DW0772
 DW0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0772'NOT RECOVERED. NOTE-THE BRIDGE DESCRIBED WAS FOUND BUT THE DISK HAD
 DW0772'BEEN REMOVED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0591 ***********************************************************************
 ER0591  DESIGNATION -  99 BKC
 ER0591  PID         -  ER0591
 ER0591  STATE/COUNTY-  AZ/APACHE
 ER0591  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0591
 ER0591                         *CURRENT SURVEY CONTROL
 ER0591  ___________________________________________________________________
 ER0591* NAD 83(2007)-  34 30 22.73366(N)    109 21 05.23183(W)     ADJUSTED  
 ER0591* NAVD 88     -      1730.409  (meters)    5677.18   (feet)  ADJUSTED  
 ER0591  ___________________________________________________________________
 ER0591  EPOCH DATE  -        2007.00
 ER0591  X           -  -1,743,974.932 (meters)                     COMP
 ER0591  Y           -  -4,965,710.606 (meters)                     COMP
 ER0591  Z           -   3,593,836.346 (meters)                     COMP
 ER0591  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 ER0591  ELLIP HEIGHT-        1707.173 (meters)          (02/10/07) ADJUSTED
 ER0591  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 ER0591  DYNAMIC HT  -        1727.930 (meters)    5669.05  (feet)  COMP
 ER0591
 ER0591  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0591  Type    PID    Designation                      North   East  Ellip
 ER0591  -------------------------------------------------------------------
 ER0591  NETWORK ER0591 99 BKC                            0.71   0.59   1.59
 ER0591  -------------------------------------------------------------------
 ER0591  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 ER0591
 ER0591  VERT ORDER  -  SECOND    CLASS 0
 ER0591
 ER0591.The horizontal coordinates were established by GPS observations
 ER0591.and adjusted by the National Geodetic Survey in February 2007.
 ER0591
 ER0591.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0591.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0591.The horizontal coordinates are valid at the epoch date displayed above.
 ER0591.The epoch date for horizontal control is a decimal equivalence
 ER0591.of Year/Month/Day.
 ER0591
 ER0591.The orthometric height was determined by differential leveling
 ER0591.and adjusted in June 1991.
 ER0591
 ER0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0591
 ER0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0591
 ER0591.The ellipsoidal height was determined by GPS observations
 ER0591.and is referenced to NAD 83.
 ER0591
 ER0591.The geoid height was determined by GEOID03.
 ER0591
 ER0591.The dynamic height is computed by dividing the NAVD 88
 ER0591.geopotential number by the normal gravity value computed on the
 ER0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0591.degrees latitude (g = 980.6199 gals.).
 ER0591
 ER0591.The modeled gravity was interpolated from observed gravity values.
 ER0591
 ER0591;                    North         East     Units Scale Factor Converg.
 ER0591;SPC AZ E     -   389,113.905   288,216.962   MT  0.99996905   +0 27 42.6
 ER0591;SPC AZ E     - 1,276,620.42    945,593.71   iFT  0.99996905   +0 27 42.6
 ER0591;UTM  12      - 3,819,531.066   651,338.068   MT  0.99988231   +0 56 02.7
 ER0591
 ER0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0591!SPC AZ E     -   0.99973209  x   0.99996905  =   0.99970115
 ER0591!UTM  12      -   0.99973209  x   0.99988231  =   0.99961443
 ER0591
 ER0591                          SUPERSEDED SURVEY CONTROL
 ER0591
 ER0591  ELLIP H (01/12/01) 1707.190  (m)                       GP(       ) 4 1
 ER0591  NAD 83(1992)-  34 30 22.73362(N)    109 21 05.23150(W) AD(       ) 1
 ER0591  ELLIP H (03/14/97) 1707.225  (m)                       GP(       ) 3 1
 ER0591  NAVD 88 (03/14/97) 1730.41   (m)         5677.2    (f) LEVELING    3  
 ER0591  NGVD 29 (??/??/92) 1729.58   (m)         5674.5    (f) COMPUTED    2 0
 ER0591
 ER0591.Superseded values are not recommended for survey control.
 ER0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0591.See file dsdata.txt to determine how the superseded data were derived.
 ER0591
 ER0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5133819531(NAD 83)
 ER0591_MARKER: DB = BENCH MARK DISK
 ER0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0591_SP_SET: COPPER-CLAD STEEL ROD
 ER0591_STAMPING: 99 BKC 1968 5674
 ER0591_MARK LOGO: USGS  
 ER0591_PROJECTION: FLUSH
 ER0591_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0591+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 ER0591_ROD/PIPE-DEPTH: 3.0  meters
 ER0591
 ER0591  HISTORY     - Date     Condition        Report By
 ER0591  HISTORY     - 1968     MONUMENTED       USGS
 ER0591  HISTORY     - 19951209 GOOD             CHANCE
 ER0591  HISTORY     - 19970515 GOOD             NGS
 ER0591
 ER0591                          STATION DESCRIPTION
 ER0591
 ER0591'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0591'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0591'ALONG U S HIGHWAY 666, THENCE 435 FEET EAST ALONG A GRAVEL ROAD TO A
 ER0591'T-ROAD SOUTH, 55 FEET SOUTH AND 34 FEET WEST OF THE ROAD
 ER0591'INTERSECTION, 1.5 FEET NORTH OF A FENCE, SET ON A COPPER-COATED ROD
 ER0591'WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
 ER0591
 ER0591                          STATION RECOVERY (1995)
 ER0591
 ER0591'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 ER0591'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 ER0591'THE STATION IS LOCATED APPROXIMATELY 1.4 KM (0.85 MI) EAST OF THE CITY
 ER0591'OF SAINT JOHNS.  OWNERSHIP -- UNKNOWN TO REACH THE STATION FROM THE
 ER0591'HIGH SCHOOL IN THE CITY OF SAINT JOHNS, GO 1.4 KM (0.85 MI) EAST ALONG
 ER0591'US HIGHWAY 191 TO THE JUNCTION WITH ROAD 6040 AT MILEPOST 316.  BEAR
 ER0591'RIGHT ON ROAD 6040 AND PROCEED EAST FOR 0.2 KM (0.10 MI) TO THE
 ER0591'JUNCTION WITH ROAD 6365 ON THE RIGHT AND THE STATION ON THE LEFT
 ER0591'SOUTHWEST OF THE ROAD INTERSECTION THE STATION IS A BENCH MARK DISK
 ER0591'SET INTO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND
 ER0591'AND ENCASED IN A PIPE FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 ER0591'16.8 M (55.1 FT) SOUTH AND 10.4 M (34.1 FT) WEST OF THE ROAD
 ER0591'INTERSECTION, 0.15 M (0.49 FT) SOUTH OF A FENCE, AND 0.15 M (0.49 FT)
 ER0591'NORTH OF A METAL WITNESS POST
 ER0591
 ER0591                          STATION RECOVERY (1997)
 ER0591
 ER0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ER0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 ER0591'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  TO REACH
 ER0591'FROM THE JUNCTION OF COMBINED US HIGHWAYS 180 AND 191 AND STATE
 ER0591'HIGHWAY 61 (COMMERCE STREET) ON THE EAST SIDE OF ST JOHNS, GO EAST ON
 ER0591'COMBINED US HIGHWAY 191 AND STATE HIGHWAY 61 FOR 0.50 MI (0.80 KM)
 ER0591'PASSING OVER THE LITTLE COLORADO RIVER AT 0.15 MI (0.24 KM) TO AT
 ER0591'STATE HIGHWAY 61 MILEPOST 316 AND UNPAVED COUNTY ROAD 6040 ON RIGHT.
 ER0591'BEAR RIGHT AND GO EAST FOR FOR 0.2 KM (0.10 MI) TO UNPAVED COUNTY ROAD
 ER0591'6365 ON RIGHT AND THE STATION ON RIGHT. THE MARK IS A USGS BENCHMARK
 ER0591'DISK ON AN UNSLEEVED COPPER-COATED STEEL ROD AT GROUND LEVEL ENCASED
 ER0591'IN A SIX INCH BLACK STEEL PIPE WHICH PROJECTS 5 CM (2 IN) .  THE
 ER0591'STATION IS LOCATED ABOUT 16.8 M (55.1 FT) SOUTH FROM COUNTY ROAD 6040
 ER0591'CENTER, 12.8 M (42.0 FT) WEST FROM A CATTLE GUARD CENTER ON COUNTY
 ER0591'ROAD 6365, 11.0 M (36.1 FT) SOUTH SOUTHWEST FROM THE WEST END OF A 18
 ER0591'IN METAL CULVERT, 0.15 M (0.49 FT) NORTH FROM A USGS METAL WITNESS
 ER0591'POST, AND ON LINE WITH A NEW BARBED WIRE FENCE.  THE MARK IS ABOUT 0.6
 ER0591'M (2.0 FT) BELOW COUNTY ROAD 6040 CENTER.  DESC 15 MAY 1997 WC
 ER0591'WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0562 ***********************************************************************
 ER0562  DESIGNATION -  99 DOR
 ER0562  PID         -  ER0562
 ER0562  STATE/COUNTY-  AZ/APACHE
 ER0562  USGS QUAD   -  LONG H RANCH (1984)
 ER0562
 ER0562                         *CURRENT SURVEY CONTROL
 ER0562  ___________________________________________________________________
 ER0562* NAD 83(1986)-  34 51 36.     (N)    109 29 45.     (W)     SCALED    
 ER0562* NAVD 88     -      1880.069  (meters)    6168.19   (feet)  ADJUSTED  
 ER0562  ___________________________________________________________________
 ER0562  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0562  DYNAMIC HT  -        1877.374 (meters)    6159.35  (feet)  COMP
 ER0562  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 ER0562
 ER0562  VERT ORDER  -  SECOND    CLASS II
 ER0562
 ER0562.The horizontal coordinates were scaled from a topographic map and have
 ER0562.an estimated accuracy of +/- 6 seconds.
 ER0562
 ER0562.The orthometric height was determined by differential leveling
 ER0562.and adjusted in June 1991.
 ER0562
 ER0562.The geoid height was determined by GEOID03.
 ER0562
 ER0562.The dynamic height is computed by dividing the NAVD 88
 ER0562.geopotential number by the normal gravity value computed on the
 ER0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0562.degrees latitude (g = 980.6199 gals.).
 ER0562
 ER0562.The modeled gravity was interpolated from observed gravity values.
 ER0562
 ER0562;                    North         East    Units  Estimated Accuracy
 ER0562;SPC AZ E     -   428,250.      274,700.      MT  (+/- 180 meters Scaled)
 ER0562
 ER0562                          SUPERSEDED SURVEY CONTROL
 ER0562
 ER0562.No superseded survey control is available for this station.
 ER0562
 ER0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD374585(NAD 83)
 ER0562_MARKER: DB = BENCH MARK DISK
 ER0562_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0562_SP_SET: CONCRETE BASE OF A WATER TANK
 ER0562_STAMPING: 99 DOR 1972 6165
 ER0562_MARK LOGO: USGS  
 ER0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0562+STABILITY: SURFACE MOTION
 ER0562
 ER0562  HISTORY     - Date     Condition        Report By
 ER0562  HISTORY     - 1972     MONUMENTED       USGS
 ER0562
 ER0562                          STATION DESCRIPTION
 ER0562
 ER0562'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0562'30.3 KM (18.80 MI) SOUTH FROM NAVAJO.
 ER0562'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0562'ROAD TO A T-ROAD SOUTH, THENCE 12.8 MILES SOUTH TO A T-FENCE EAST,
 ER0562'THENCE 5.9 MILES SOUTHEAST ALONG A TRACK ROAD TO A WINDMILL, 28 FEET
 ER0562'SOUTHEAST OF A WINDMILL, AND 3 FEET NORTHWEST OF A WATERING TROUGH,
 ER0562'IN THE WEST SIDE OF THE CONCRETE BASE OF A 40-FOOT DIAMETER STEEL
 ER0562'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0446 ***********************************************************************
 GQ0446  DESIGNATION -  99 DOR
 GQ0446  PID         -  GQ0446
 GQ0446  STATE/COUNTY-  AZ/MOHAVE
 GQ0446  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0446
 GQ0446                         *CURRENT SURVEY CONTROL
 GQ0446  ___________________________________________________________________
 GQ0446* NAD 83(1986)-  36 48 44.     (N)    113 33 32.     (W)     SCALED    
 GQ0446* NAVD 88     -      1552.393  (meters)    5093.14   (feet)  POSTED    
 GQ0446  ___________________________________________________________________
 GQ0446  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 GQ0446  DYNAMIC HT  -        1550.610 (meters)    5087.29  (feet)  COMP
 GQ0446  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 GQ0446
 GQ0446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0446
 GQ0446.The horizontal coordinates were scaled from a topographic map and have
 GQ0446.an estimated accuracy of +/- 6 seconds.
 GQ0446
 GQ0446.The orthometric height was determined by differential leveling
 GQ0446.and adjusted by the  in 1992.
 GQ0446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0446.rate of 0.0 thru 1.0 mm/km.
 GQ0446
 GQ0446.The geoid height was determined by GEOID03.
 GQ0446
 GQ0446.The dynamic height is computed by dividing the NAVD 88
 GQ0446.geopotential number by the normal gravity value computed on the
 GQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0446.degrees latitude (g = 980.6199 gals.).
 GQ0446
 GQ0446.The modeled gravity was interpolated from observed gravity values.
 GQ0446
 GQ0446;                    North         East    Units  Estimated Accuracy
 GQ0446;SPC AZ W     -   644,670.      230,410.      MT  (+/- 180 meters Scaled)
 GQ0446
 GQ0446                          SUPERSEDED SURVEY CONTROL
 GQ0446
 GQ0446.No superseded survey control is available for this station.
 GQ0446
 GQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF717770(NAD 83)
 GQ0446_MARKER: DB = BENCH MARK DISK
 GQ0446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0446_SP_SET: COPPER-CLAD STEEL ROD
 GQ0446_STAMPING: 99 DOR 1970 5090
 GQ0446_MARK LOGO: USGS  
 GQ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0446
 GQ0446  HISTORY     - Date     Condition        Report By
 GQ0446  HISTORY     - 1970     MONUMENTED       USGS
 GQ0446
 GQ0446                          STATION DESCRIPTION
 GQ0446
 GQ0446'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0446'35.7 KM (22.20 MI) SOUTH FROM ST GEORGE UT.
 GQ0446'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0446'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0446'ROAD TO THE ARIZONA STATE LINE, CONTINUE 15.5 MILES SOUTH ALONG MT.
 GQ0446'TRUMBULL ROAD, 190 FEET NORTH OF A T-ROAD SOUTHEAST, 75 FEET ROAD TO
 GQ0446'A T-ROAD EAST, 50 FEET SOUTHEAST OF THE T-ROAD JUNCTION, 44 FEET EAST
 GQ0446'OF THE ROAD, 22 FEET SOUTH OF THE ROAD EAST.  ROD DEPTH UNKNOWN,
 GQ0446'ENCASED IN A PIPE PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0667 ***********************************************************************
 GP0667  DESIGNATION -  99 DOR
 GP0667  PID         -  GP0667
 GP0667  STATE/COUNTY-  AZ/COCONINO
 GP0667  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0667
 GP0667                         *CURRENT SURVEY CONTROL
 GP0667  ___________________________________________________________________
 GP0667* NAD 83(1986)-  36 28 10.     (N)    110 52 47.     (W)     SCALED    
 GP0667* NAVD 88     -      1792.654  (meters)    5881.40   (feet)  ADJUSTED  
 GP0667  ___________________________________________________________________
 GP0667  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 GP0667  DYNAMIC HT  -        1790.425 (meters)    5874.09  (feet)  COMP
 GP0667  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 GP0667
 GP0667  VERT ORDER  -  SECOND    CLASS 0
 GP0667
 GP0667.The horizontal coordinates were scaled from a topographic map and have
 GP0667.an estimated accuracy of +/- 6 seconds.
 GP0667
 GP0667.The orthometric height was determined by differential leveling
 GP0667.and adjusted in June 1991.
 GP0667
 GP0667.The geoid height was determined by GEOID03.
 GP0667
 GP0667.The dynamic height is computed by dividing the NAVD 88
 GP0667.geopotential number by the normal gravity value computed on the
 GP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0667.degrees latitude (g = 980.6199 gals.).
 GP0667
 GP0667.The modeled gravity was interpolated from observed gravity values.
 GP0667
 GP0667;                    North         East    Units  Estimated Accuracy
 GP0667;SPC AZ C     -   607,100.      306,290.      MT  (+/- 180 meters Scaled)
 GP0667
 GP0667                          SUPERSEDED SURVEY CONTROL
 GP0667
 GP0667  NGVD 29 (??/??/92) 1791.70   (m)         5878.3    (f) COMPUTED    2 0
 GP0667
 GP0667.Superseded values are not recommended for survey control.
 GP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0667.See file dsdata.txt to determine how the superseded data were derived.
 GP0667
 GP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF107360(NAD 83)
 GP0667_MARKER: DB = BENCH MARK DISK
 GP0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0667_SP_SET: COPPER-CLAD STEEL ROD
 GP0667_STAMPING: 99 DOR 1969 5878
 GP0667_MARK LOGO: USGS  
 GP0667_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0667+SATELLITE: SATELLITE OBSERVATIONS - 1969
 GP0667
 GP0667  HISTORY     - Date     Condition        Report By
 GP0667  HISTORY     - 1969     MONUMENTED       USGS
 GP0667
 GP0667                          STATION DESCRIPTION
 GP0667
 GP0667'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0667'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0667'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0667'NORTH, THENCE 6.0 MILES NORTH TO A SMALL ORCHARD, 44 FEET NORTHWEST
 GP0667'AND 4 FEET LOWER THAN THE ROAD, 1 FOOT SOUTH OF A FENCE CORNER, 1
 GP0667'FOOT SOUTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD ENCLOSED BY A
 GP0667'FIBER PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1730 ***********************************************************************
 DV1730  DESIGNATION -  99 OL
 DV1730  PID         -  DV1730
 DV1730  STATE/COUNTY-  AZ/MARICOPA
 DV1730  USGS QUAD   -  EL MIRAGE (1982)
 DV1730
 DV1730                         *CURRENT SURVEY CONTROL
 DV1730  ___________________________________________________________________
 DV1730* NAD 83(1986)-  33 33 30.     (N)    112 16 23.     (W)     SCALED    
 DV1730* NAVD 88     -       335.428  (meters)    1100.48   (feet)  ADJUSTED  
 DV1730  ___________________________________________________________________
 DV1730  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV1730  DYNAMIC HT  -         335.034 (meters)    1099.19  (feet)  COMP
 DV1730  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DV1730
 DV1730  VERT ORDER  -  SECOND    CLASS I
 DV1730
 DV1730.The horizontal coordinates were scaled from a topographic map and have
 DV1730.an estimated accuracy of +/- 6 seconds.
 DV1730
 DV1730.The orthometric height was determined by differential leveling
 DV1730.and adjusted in November 1993.
 DV1730
 DV1730.The geoid height was determined by GEOID03.
 DV1730
 DV1730.The dynamic height is computed by dividing the NAVD 88
 DV1730.geopotential number by the normal gravity value computed on the
 DV1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1730.degrees latitude (g = 980.6199 gals.).
 DV1730
 DV1730.The modeled gravity was interpolated from observed gravity values.
 DV1730
 DV1730;                    North         East    Units  Estimated Accuracy
 DV1730;SPC AZ C     -   283,730.      180,270.      MT  (+/- 180 meters Scaled)
 DV1730
 DV1730                          SUPERSEDED SURVEY CONTROL
 DV1730
 DV1730.No superseded survey control is available for this station.
 DV1730
 DV1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC818139(NAD 83)
 DV1730_MARKER: DD = SURVEY DISK
 DV1730_SETTING: 0 = UNSPECIFIED SETTING
 DV1730_SP_SET: CONCRETE HANDHOLE
 DV1730_MARK LOGO: AZ-013
 DV1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1730+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 DV1730
 DV1730  HISTORY     - Date     Condition        Report By
 DV1730  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1730  HISTORY     - 1982     GOOD             AZDT
 DV1730  HISTORY     - 19950527 GOOD             USPSQD
 DV1730  HISTORY     - 20040222 GOOD             USPSQD
 DV1730
 DV1730                          STATION DESCRIPTION
 DV1730
 DV1730'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1730'11.59 KM (7.2 MI) NORTH FROM TOLLESON.
 DV1730'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1730'AVENUE FOR 7.2 MI (11.59 KM) TO THE INTERSECTION OF OLIVE AVENUE AND
 DV1730'THE STATION IN THE CENTER, 58.4 FT (17.8 METERS) SOUTH OF NORTH MEDIAN
 DV1730'DIVIDER, 72 FT (21.94 METERS) NORTHWEST OF FACE OF SOUTHEAST CURB,
 DV1730'72.3 FT (22.0 METERS) NORTHEAST OF FACE OF SOUTHWEST CURB, A STANDARD
 DV1730'BRASS CAP IN A HAND HOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1730
 DV1730                          STATION RECOVERY (1995)
 DV1730
 DV1730'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1730'RECOVERED IN GOOD CONDITION.
 DV1730
 DV1730                          STATION RECOVERY (2004)
 DV1730
 DV1730'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 DV1730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0445 ***********************************************************************
 DV0445  DESIGNATION -  99 Z
 DV0445  PID         -  DV0445
 DV0445  STATE/COUNTY-  AZ/MARICOPA
 DV0445  USGS QUAD   -  TOLLESON (1982)
 DV0445
 DV0445                         *CURRENT SURVEY CONTROL
 DV0445  ___________________________________________________________________
 DV0445* NAD 83(1986)-  33 24 21.     (N)    112 19 25.     (W)     SCALED    
 DV0445* NAVD 88     -       286.15   (+/-2cm)     938.8    (feet)  VERTCON   
 DV0445  ___________________________________________________________________
 DV0445  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0445
 DV0445.The horizontal coordinates were scaled from a topographic map and have
 DV0445.an estimated accuracy of +/- 6 seconds.
 DV0445
 DV0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0445.The vertical order pertains to the NGVD 29 superseded value.
 DV0445
 DV0445.The geoid height was determined by GEOID03.
 DV0445
 DV0445;                    North         East    Units  Estimated Accuracy
 DV0445;SPC AZ C     -   266,830.      175,510.      MT  (+/- 180 meters Scaled)
 DV0445
 DV0445                          SUPERSEDED SURVEY CONTROL
 DV0445
 DV0445  NGVD 29 (??/??/92)  285.498  (m)          936.67   (f) ADJ UNCH    2 0
 DV0445
 DV0445.Superseded values are not recommended for survey control.
 DV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0445.See file dsdata.txt to determine how the superseded data were derived.
 DV0445
 DV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB769970(NAD 83)
 DV0445_MARKER: DD = SURVEY DISK
 DV0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0445_STAMPING: 99 Z 1962
 DV0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0445+STABILITY: SURFACE MOTION
 DV0445
 DV0445  HISTORY     - Date     Condition        Report By
 DV0445  HISTORY     - 1962     MONUMENTED       AZHD
 DV0445  HISTORY     - 1962     GOOD             NGS
 DV0445  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0445  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0445
 DV0445                          STATION DESCRIPTION
 DV0445
 DV0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0445'3.4 MI SW FROM CASHION.
 DV0445'0.4 MILE WEST ALONG HY. 80 FROM POST OFFICE AT CASHION, THENCE 2 MILES
 DV0445'SOUTH ALONG SOUTH 115TH AVENUE, THENCE 1 MILE WEST ALONG WEST BROADWAY
 DV0445'TO THE JUNCTION OF A FIELD RD. AND THE MARK.  THE MARK IS A DISK SET
 DV0445'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND ELEVATION, 2.8 FT.
 DV0445'WEST OF A WITNESS POST, 15 FT SOUTH OF THE CENTER OF BROADWAY, 25 FT.
 DV0445'WEST OF THE CENTER OF A FARM RD. SOUTH, 3 FT. NORTHEAST OF A
 DV0445'FENCECORNER.
 DV0445
 DV0445                          STATION RECOVERY (1992)
 DV0445
 DV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0445'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0445'ASSUMED DESTROYED.
 DV0445
 DV0445                          STATION RECOVERY (2008)
 DV0445
 DV0445'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0445'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0445'MARK. THE AREA 25 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD
 DV0445'HAS BEEN BLADED.
 DV0445' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0483 ***********************************************************************
 CZ0483  DESIGNATION -  99+16.7
 CZ0483  PID         -  CZ0483
 CZ0483  STATE/COUNTY-  AZ/PIMA
 CZ0483  USGS QUAD   -  MARANA (1992)
 CZ0483
 CZ0483                         *CURRENT SURVEY CONTROL
 CZ0483  ___________________________________________________________________
 CZ0483* NAD 83(1986)-  32 28 51.     (N)    111 14 29.     (W)     SCALED    
 CZ0483* NAVD 88     -       595.695  (meters)    1954.38   (feet)  ADJUSTED  
 CZ0483  ___________________________________________________________________
 CZ0483  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0483  DYNAMIC HT  -         594.914 (meters)    1951.81  (feet)  COMP
 CZ0483  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 CZ0483
 CZ0483  VERT ORDER  -  FIRST     CLASS II
 CZ0483
 CZ0483.The horizontal coordinates were scaled from a topographic map and have
 CZ0483.an estimated accuracy of +/- 6 seconds.
 CZ0483
 CZ0483.The orthometric height was determined by differential leveling
 CZ0483.and adjusted in June 1991.
 CZ0483
 CZ0483.The geoid height was determined by GEOID03.
 CZ0483
 CZ0483.The dynamic height is computed by dividing the NAVD 88
 CZ0483.geopotential number by the normal gravity value computed on the
 CZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0483.degrees latitude (g = 980.6199 gals.).
 CZ0483
 CZ0483.The modeled gravity was interpolated from observed gravity values.
 CZ0483
 CZ0483;                    North         East    Units  Estimated Accuracy
 CZ0483;SPC AZ C     -   164,380.      276,830.      MT  (+/- 180 meters Scaled)
 CZ0483
 CZ0483                          SUPERSEDED SURVEY CONTROL
 CZ0483
 CZ0483  NGVD 29 (??/??/92)  595.166  (m)         1952.64   (f) ADJ UNCH    1 2
 CZ0483
 CZ0483.Superseded values are not recommended for survey control.
 CZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0483.See file dsdata.txt to determine how the superseded data were derived.
 CZ0483
 CZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA773937(NAD 83)
 CZ0483_MARKER: DD = SURVEY DISK
 CZ0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0483_SP_SET: CURBING
 CZ0483_STAMPING: 99+16.7 1931
 CZ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0483+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0483
 CZ0483  HISTORY     - Date     Condition        Report By
 CZ0483  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0483  HISTORY     - 1951     GOOD             NGS
 CZ0483  HISTORY     - 1960     GOOD             NGS
 CZ0483  HISTORY     - 1980     GOOD             NGS
 CZ0483  HISTORY     - 19960204 GOOD             USPSQD
 CZ0483  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0483
 CZ0483                          STATION DESCRIPTION
 CZ0483
 CZ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0483'2.3 MI NW FROM MARANA.
 CZ0483'2.3 MILES NORTHWEST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0483'PACIFIC RAILROAD FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE
 CZ0483'NUMBER 959.70, AND IN THE TOP OF THE APPROXIMATE CENTER OF THE
 CZ0483'NORTHEAST CURBING OF THE HIGHWAY BRIDGE, 63.3 FEET SOUTHEAST OF
 CZ0483'TELEGRAPH POLE NUMBER 2, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0483'NORTHWEST BOUND HIGHWAY TRAFFIC LANE, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0483'HIGHWAY.
 CZ0483
 CZ0483                          STATION RECOVERY (1960)
 CZ0483
 CZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0483'RECOVERED IN GOOD CONDITION.
 CZ0483
 CZ0483                          STATION RECOVERY (1980)
 CZ0483
 CZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0483'39.1 KILOMETERS (24.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0483'COMPANY RAILROAD, AT RAILROAD MILEAGE 959.70, AT A FIVE CHANNEL
 CZ0483'FRONTAGE ROAD CONCRETE BRIDGE, IN TOP OF THE NORTHEAST HEADWALL
 CZ0483'8.9 METERS (29.2 FEET) NORTHWEST OF THE SOUTHEAST END, 35.8 METERS
 CZ0483'(117.6 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16.0 FEET)
 CZ0483'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0483'THE MARK IS 0.4 M ABOVE THE ROAD.
 CZ0483
 CZ0483                          STATION RECOVERY (1996)
 CZ0483
 CZ0483'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0483'RECOVERED IN GOOD CONDITION.
 CZ0483
 CZ0483                          STATION RECOVERY (2006)
 CZ0483
 CZ0483'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0695 ***********************************************************************
 DW0695  DESIGNATION -  995.17
 DW0695  PID         -  DW0695
 DW0695  STATE/COUNTY-  AZ/LA PAZ
 DW0695  USGS QUAD   -  QUARTZSITE (1990)
 DW0695
 DW0695                         *CURRENT SURVEY CONTROL
 DW0695  ___________________________________________________________________
 DW0695* NAD 83(1986)-  33 39 59.     (N)    114 10 42.     (W)     SCALED    
 DW0695* NAVD 88     -       304.15   (+/-2cm)     997.9    (feet)  VERTCON   
 DW0695  ___________________________________________________________________
 DW0695  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DW0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0695
 DW0695.The horizontal coordinates were scaled from a topographic map and have
 DW0695.an estimated accuracy of +/- 6 seconds.
 DW0695
 DW0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0695.The vertical order pertains to the NGVD 29 superseded value.
 DW0695
 DW0695.The geoid height was determined by GEOID03.
 DW0695
 DW0695;                    North         East    Units  Estimated Accuracy
 DW0695;SPC AZ W     -   295,750.      173,640.      MT  (+/- 180 meters Scaled)
 DW0695
 DW0695                          SUPERSEDED SURVEY CONTROL
 DW0695
 DW0695  NGVD 29 (??/??/??)  303.472  (m)          995.64   (f) ADJUSTED    1 2
 DW0695
 DW0695.Superseded values are not recommended for survey control.
 DW0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0695.See file dsdata.txt to determine how the superseded data were derived.
 DW0695
 DW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT616287(NAD 83)
 DW0695_MARKER: DD = SURVEY DISK
 DW0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0695_SP_SET: GUARDRAIL
 DW0695_STAMPING: 995.17 1166+30 1932
 DW0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0695
 DW0695  HISTORY     - Date     Condition        Report By
 DW0695  HISTORY     - 1932     MONUMENTED       AZHD
 DW0695  HISTORY     - 1962     GOOD             NGS
 DW0695  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0695
 DW0695                          STATION DESCRIPTION
 DW0695
 DW0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0695'3.2 MI E FROM QUARTZSITE.
 DW0695'2.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0695'AT QUARTZSITE, THENCE 1.1 MILES EAST ALONG OLD U.S. HIGHWAY 60,
 DW0695'SET IN TOP AND CENTER OF THE SOUTH CONCRETE GUARDRAIL OF A 60
 DW0695'FOOT CONCRETE BRIDGE WITH 3 OPENINGS, 12 FEET SOUTH OF THE
 DW0695'CENTER OF THE OLD HIGHWAY, ABOUT 145 YARDS SOUTH OF THE CENTER
 DW0695'OF THE EAST BOUND LANE OF HIGHWAY 60 AND 70, AND IS ABOUT 2.5
 DW0695'FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
 DW0695
 DW0695                          STATION RECOVERY (1981)
 DW0695
 DW0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0695'NOT RECOVERED. NOTE-BRIDGE WAS FOUND BUT DISK HAD BEEN REMOVED, MARK
 DW0695'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1329 ***********************************************************************
 DV1329  DESIGNATION -  999.54 NW
 DV1329  PID         -  DV1329
 DV1329  STATE/COUNTY-  AZ/MARICOPA
 DV1329  USGS QUAD   -  PERRYVILLE (1982)
 DV1329
 DV1329                         *CURRENT SURVEY CONTROL
 DV1329  ___________________________________________________________________
 DV1329* NAD 83(1986)-  33 27 40.     (N)    112 23 04.     (W)     SCALED    
 DV1329* NAVD 88     -       305.244  (meters)    1001.45   (feet)  ADJUSTED  
 DV1329  ___________________________________________________________________
 DV1329  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1329  DYNAMIC HT  -         304.890 (meters)    1000.29  (feet)  COMP
 DV1329  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1329
 DV1329  VERT ORDER  -  FIRST     CLASS II
 DV1329
 DV1329.The horizontal coordinates were scaled from a topographic map and have
 DV1329.an estimated accuracy of +/- 6 seconds.
 DV1329
 DV1329.The orthometric height was determined by differential leveling
 DV1329.and adjusted in November 1993.
 DV1329
 DV1329.The geoid height was determined by GEOID03.
 DV1329
 DV1329.The dynamic height is computed by dividing the NAVD 88
 DV1329.geopotential number by the normal gravity value computed on the
 DV1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1329.degrees latitude (g = 980.6199 gals.).
 DV1329
 DV1329.The modeled gravity was interpolated from observed gravity values.
 DV1329
 DV1329;                    North         East    Units  Estimated Accuracy
 DV1329;SPC AZ C     -   272,990.      169,880.      MT  (+/- 180 meters Scaled)
 DV1329
 DV1329                          SUPERSEDED SURVEY CONTROL
 DV1329
 DV1329.No superseded survey control is available for this station.
 DV1329
 DV1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC713032(NAD 83)
 DV1329_MARKER: DB = BENCH MARK DISK
 DV1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1329_SP_SET: CONCRETE BRIDGE
 DV1329_STAMPING: 999.54 NW
 DV1329_MARK LOGO: AZDT  
 DV1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1329
 DV1329  HISTORY     - Date     Condition        Report By
 DV1329  HISTORY     - UNK      MONUMENTED       AZDT
 DV1329  HISTORY     - 1981     GOOD             AZDT
 DV1329
 DV1329                          STATION DESCRIPTION
 DV1329
 DV1329'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1329'2.7 MI NW FROM AVONDALE.
 DV1329'2.6 MI (4.2 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1329'DYSART ROAD TO A BRIDGE OVER A WASH AND THE MARK ON THE NORTHWEST DADO
 DV1329'OF THE WESTBOUND, 9.1 FT (2.77 M) EAST OF THE WEST END OF THE NORTH
 DV1329'WEST DADO, 24.7 FT (7.53 M) NORTH OF THE WESTBOUND CENTERLINE, 3.1
 DV1329'FT (0.94 M) ABOVE TOP OF DECK ON DADO.  A STANDARD AZDT ALUMINUM CAP
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1330 ***********************************************************************
 DV1330  DESIGNATION -  999.54 SE
 DV1330  PID         -  DV1330
 DV1330  STATE/COUNTY-  AZ/MARICOPA
 DV1330  USGS QUAD   -  PERRYVILLE (1982)
 DV1330
 DV1330                         *CURRENT SURVEY CONTROL
 DV1330  ___________________________________________________________________
 DV1330* NAD 83(1986)-  33 27 40.     (N)    112 23 04.     (W)     SCALED    
 DV1330* NAVD 88     -       305.242  (meters)    1001.45   (feet)  ADJUSTED  
 DV1330  ___________________________________________________________________
 DV1330  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1330  DYNAMIC HT  -         304.888 (meters)    1000.29  (feet)  COMP
 DV1330  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1330
 DV1330  VERT ORDER  -  FIRST     CLASS II
 DV1330
 DV1330.The horizontal coordinates were scaled from a topographic map and have
 DV1330.an estimated accuracy of +/- 6 seconds.
 DV1330
 DV1330.The orthometric height was determined by differential leveling
 DV1330.and adjusted in November 1993.
 DV1330
 DV1330.The geoid height was determined by GEOID03.
 DV1330
 DV1330.The dynamic height is computed by dividing the NAVD 88
 DV1330.geopotential number by the normal gravity value computed on the
 DV1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1330.degrees latitude (g = 980.6199 gals.).
 DV1330
 DV1330.The modeled gravity was interpolated from observed gravity values.
 DV1330
 DV1330;                    North         East    Units  Estimated Accuracy
 DV1330;SPC AZ C     -   272,990.      169,880.      MT  (+/- 180 meters Scaled)
 DV1330
 DV1330                          SUPERSEDED SURVEY CONTROL
 DV1330
 DV1330.No superseded survey control is available for this station.
 DV1330
 DV1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC713032(NAD 83)
 DV1330_MARKER: DB = BENCH MARK DISK
 DV1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1330_SP_SET: CONCRETE BRIDGE
 DV1330_STAMPING: 999.54 SE
 DV1330_MARK LOGO: AZDT  
 DV1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1330+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DV1330
 DV1330  HISTORY     - Date     Condition        Report By
 DV1330  HISTORY     - UNK      MONUMENTED       AZDT
 DV1330  HISTORY     - 1981     GOOD             AZDT
 DV1330  HISTORY     - 20070523 GOOD             GEOCAC
 DV1330
 DV1330                          STATION DESCRIPTION
 DV1330
 DV1330'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1330'2.7 MI NW FROM AVONDALE.
 DV1330'2.6 MI (4.2 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1330'DYSART ROAD TO A BRIDGE OVER A WASH AND THE MARK ON THE SOUTHEAST DADO
 DV1330'OF THE WESTBOUND BRIDGE.  A STANDARD AZDT ALUMINUM CAP SET IN THE TOP
 DV1330'OF THE DADO 3.1 FT (0.94 M) ABOVE THE TOP OF THE BRIDGE DECK.
 DV1330
 DV1330                          STATION RECOVERY (2007)
 DV1330
 DV1330'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1331 ***********************************************************************
 DV1331  DESIGNATION -  999.54 SW
 DV1331  PID         -  DV1331
 DV1331  STATE/COUNTY-  AZ/MARICOPA
 DV1331  USGS QUAD   -  PERRYVILLE (1982)
 DV1331
 DV1331                         *CURRENT SURVEY CONTROL
 DV1331  ___________________________________________________________________
 DV1331* NAD 83(1986)-  33 27 40.     (N)    112 23 04.     (W)     SCALED    
 DV1331* NAVD 88     -       305.244  (meters)    1001.45   (feet)  ADJUSTED  
 DV1331  ___________________________________________________________________
 DV1331  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1331  DYNAMIC HT  -         304.890 (meters)    1000.29  (feet)  COMP
 DV1331  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DV1331
 DV1331  VERT ORDER  -  FIRST     CLASS II
 DV1331
 DV1331.The horizontal coordinates were scaled from a topographic map and have
 DV1331.an estimated accuracy of +/- 6 seconds.
 DV1331
 DV1331.The orthometric height was determined by differential leveling
 DV1331.and adjusted in November 1993.
 DV1331
 DV1331.The geoid height was determined by GEOID03.
 DV1331
 DV1331.The dynamic height is computed by dividing the NAVD 88
 DV1331.geopotential number by the normal gravity value computed on the
 DV1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1331.degrees latitude (g = 980.6199 gals.).
 DV1331
 DV1331.The modeled gravity was interpolated from observed gravity values.
 DV1331
 DV1331;                    North         East    Units  Estimated Accuracy
 DV1331;SPC AZ C     -   272,990.      169,880.      MT  (+/- 180 meters Scaled)
 DV1331
 DV1331                          SUPERSEDED SURVEY CONTROL
 DV1331
 DV1331.No superseded survey control is available for this station.
 DV1331
 DV1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC713032(NAD 83)
 DV1331_MARKER: DB = BENCH MARK DISK
 DV1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1331_SP_SET: CONCRETE BRIDGE
 DV1331_STAMPING: 999.54 SW
 DV1331_MARK LOGO: AZDT  
 DV1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1331+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DV1331
 DV1331  HISTORY     - Date     Condition        Report By
 DV1331  HISTORY     - UNK      MONUMENTED       AZDT
 DV1331  HISTORY     - 1981     GOOD             AZDT
 DV1331  HISTORY     - 20060811 GOOD             GEOCAC
 DV1331
 DV1331                          STATION DESCRIPTION
 DV1331
 DV1331'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1331'2.7 MI NW FROM AVONDALE.
 DV1331'2.6 MI (4.2 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1331'DYSART ROAD TO A BRIDGE OVER A WASH AND THE MARK ON THE SOUTHWEST DADO
 DV1331'OF THE EASTBOUND BRIDGE.  A STANDARD AZDT ALUMINUM CAP SET IN THE TOP
 DV1331'OF THE DADO 3.1 FT (0.94 M) ABOVE THE TOP OF THE BRIDGE DECK.
 DV1331
 DV1331                          STATION RECOVERY (2006)
 DV1331
 DV1331'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0122 ***********************************************************************
 DA0122  DESIGNATION -  A
 DA0122  PID         -  DA0122
 DA0122  STATE/COUNTY-  AZ/MARICOPA
 DA0122  USGS QUAD   -  BIG HORN (1979)
 DA0122
 DA0122                         *CURRENT SURVEY CONTROL
 DA0122  ___________________________________________________________________
 DA0122* NAD 83(1986)-  32 51 50.     (N)    112 24 31.     (W)     SCALED    
 DA0122* NAVD 88     -       516.50   (+/-2cm)    1694.6    (feet)  VERTCON   
 DA0122  ___________________________________________________________________
 DA0122  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DA0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0122
 DA0122.The horizontal coordinates were scaled from a topographic map and have
 DA0122.an estimated accuracy of +/- 6 seconds.
 DA0122
 DA0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0122.The vertical order pertains to the NGVD 29 superseded value.
 DA0122
 DA0122.The geoid height was determined by GEOID03.
 DA0122
 DA0122;                    North         East    Units  Estimated Accuracy
 DA0122;SPC AZ C     -   206,770.      167,320.      MT  (+/- 180 meters Scaled)
 DA0122
 DA0122                          SUPERSEDED SURVEY CONTROL
 DA0122
 DA0122  NGVD 29 (??/??/92)  515.836  (m)         1692.37   (f) ADJ UNCH    2 0
 DA0122
 DA0122.Superseded values are not recommended for survey control.
 DA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0122.See file dsdata.txt to determine how the superseded data were derived.
 DA0122
 DA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB682370(NAD 83)
 DA0122_MARKER: DD = SURVEY DISK
 DA0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0122_SP_SET: CULVERT
 DA0122_STAMPING: A
 DA0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0122
 DA0122  HISTORY     - Date     Condition        Report By
 DA0122  HISTORY     - UNK      MONUMENTED       AZHD
 DA0122  HISTORY     - 1960     GOOD             NGS
 DA0122  HISTORY     - 1968     GOOD             DOD
 DA0122
 DA0122                          STATION DESCRIPTION
 DA0122
 DA0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0122'18.8 MI E FROM GILA BEND.
 DA0122'18.8 MILES EAST ALONG STATE HIGHWAY 89 FROM THE RAILROAD DEPOT AT GILA
 DA0122'BEND, 150 FEET WEST OF MILE POST 139, 23 FEET NORTH OF THE CENTER LINE
 DA0122'OF THE WEST BOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF THE NORTH
 DA0122'WING-WALL OF A CONCRETE CULVERT, 2 INCHES HIGHER THAN THE HIGHWAY.
 DA0122
 DA0122                          STATION RECOVERY (1968)
 DA0122
 DA0122'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 DA0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0878 ***********************************************************************
 DV0878  DESIGNATION -  A
 DV0878  PID         -  DV0878
 DV0878  STATE/COUNTY-  AZ/MARICOPA
 DV0878  USGS QUAD   -  BUCKEYE NW (1982)
 DV0878
 DV0878                         *CURRENT SURVEY CONTROL
 DV0878  ___________________________________________________________________
 DV0878* NAD 83(1986)-  33 27 18.     (N)    112 44 52.     (W)     SCALED    
 DV0878* NAVD 88     -       326.89   (+/-2cm)    1072.5    (feet)  VERTCON   
 DV0878  ___________________________________________________________________
 DV0878  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0878
 DV0878.The horizontal coordinates were scaled from a topographic map and have
 DV0878.an estimated accuracy of +/- 6 seconds.
 DV0878
 DV0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0878.The vertical order pertains to the NGVD 29 superseded value.
 DV0878
 DV0878.The geoid height was determined by GEOID03.
 DV0878
 DV0878;                    North         East    Units  Estimated Accuracy
 DV0878;SPC AZ C     -   272,520.      136,100.      MT  (+/- 180 meters Scaled)
 DV0878
 DV0878                          SUPERSEDED SURVEY CONTROL
 DV0878
 DV0878  NGVD 29 (??/??/92)  326.254  (m)         1070.38   (f) ADJ UNCH    2 0
 DV0878
 DV0878.Superseded values are not recommended for survey control.
 DV0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0878.See file dsdata.txt to determine how the superseded data were derived.
 DV0878
 DV0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC375030(NAD 83)
 DV0878_MARKER: DD = SURVEY DISK
 DV0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0878_STAMPING: A
 DV0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0878+STABILITY: SURFACE MOTION
 DV0878
 DV0878  HISTORY     - Date     Condition        Report By
 DV0878  HISTORY     - UNK      MONUMENTED       AZHD
 DV0878  HISTORY     - 1962     GOOD             NGS
 DV0878
 DV0878                          STATION DESCRIPTION
 DV0878
 DV0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0878'12.85 MI SE FROM TONOPAH.
 DV0878'0.2 MILE EAST-SOUTHEAST OF Z 415 74.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0878'DISK STAMPED A, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 DV0878'AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV0878'10, 1.4 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0005 ***********************************************************************
 EU0005  DESIGNATION -  A
 EU0005  PID         -  EU0005
 EU0005  STATE/COUNTY-  AZ/MOHAVE
 EU0005  USGS QUAD   -  TOPOCK (1970)
 EU0005
 EU0005                         *CURRENT SURVEY CONTROL
 EU0005  ___________________________________________________________________
 EU0005* NAD 83(1986)-  34 43 07.     (N)    114 29 01.     (W)     SCALED    
 EU0005* NAVD 88     -       154.43   (+/-2cm)     506.7    (feet)  VERTCON   
 EU0005  ___________________________________________________________________
 EU0005  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0005  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0005
 EU0005.The horizontal coordinates were scaled from a topographic map and have
 EU0005.an estimated accuracy of +/- 6 seconds.
 EU0005
 EU0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0005.The vertical order pertains to the NGVD 29 superseded value.
 EU0005
 EU0005.The geoid height was determined by GEOID03.
 EU0005
 EU0005;                    North         East    Units  Estimated Accuracy
 EU0005;SPC AZ W     -   412,620.      146,170.      MT  (+/- 180 meters Scaled)
 EU0005
 EU0005                          SUPERSEDED SURVEY CONTROL
 EU0005
 EU0005  NGVD 29 (??/??/??)  153.779  (m)          504.52   (f) ADJUSTED    1 2
 EU0005
 EU0005.Superseded values are not recommended for survey control.
 EU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0005.See file dsdata.txt to determine how the superseded data were derived.
 EU0005
 EU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU304447(NAD 83)
 EU0005_MARKER: Q = CHISELED SQUARE
 EU0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0005_SP_SET: STONE
 EU0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0005+STABILITY: SURFACE MOTION
 EU0005
 EU0005  HISTORY     - Date     Condition        Report By
 EU0005  HISTORY     - UNK      MONUMENTED       CGS
 EU0005  HISTORY     - 1961     MARK NOT FOUND   NGS
 EU0005
 EU0005                          STATION DESCRIPTION
 EU0005
 EU0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0005'AT TOPOCK.
 EU0005'AT TOPOCK, MOHAVE COUNTY, OPPOSITE THE A.T. AND S.F. RAILWAY
 EU0005'STATION, 32.9 FEET SOUTH OF A SEMAPHORE, 8.2 FEET SOUTHEAST OF
 EU0005'A TELEGRAPH POLE 1/2 FOOT NORTHEAST OF A LINE BETWEEN THE POLE
 EU0005'AND ANOTHER POLE ON THE OPPOSITE SIDE OF THE TRACK, 21.2 FEET
 EU0005'SOUTHEAST OF THE CENTERLINE OF THE SOUTH TRACK AND BELOW THE
 EU0005'SURFACE OF THE GROUND.  A CHISELED SQUARE IN THE TOP OF A STONE
 EU0005'POST.  NOTE-- A THROUGH SEARCH WAS MADE FOR THIS MARK BUT IT
 EU0005'WAS NOT RECOVERED.  THE RAILROAD TRACK HAS BEEN RELOCATED IN
 EU0005'THIS AREA AND THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0559 ***********************************************************************
 CG0559  DESIGNATION -  A
 CG0559  PID         -  CG0559
 CG0559  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0559  USGS QUAD   -  AMADO (1981)
 CG0559
 CG0559                         *CURRENT SURVEY CONTROL
 CG0559  ___________________________________________________________________
 CG0559* NAD 83(1986)-  31 43 09.     (N)    111 03 44.     (W)     SCALED    
 CG0559* NAVD 88     -       937.937  (meters)    3077.22   (feet)  ADJUSTED  
 CG0559  ___________________________________________________________________
 CG0559  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0559  DYNAMIC HT  -         936.552 (meters)    3072.67  (feet)  COMP
 CG0559  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 CG0559
 CG0559  VERT ORDER  -  FIRST     CLASS II
 CG0559
 CG0559.The horizontal coordinates were scaled from a topographic map and have
 CG0559.an estimated accuracy of +/- 6 seconds.
 CG0559
 CG0559.The orthometric height was determined by differential leveling
 CG0559.and adjusted in June 1991.
 CG0559
 CG0559.The geoid height was determined by GEOID03.
 CG0559
 CG0559.The dynamic height is computed by dividing the NAVD 88
 CG0559.geopotential number by the normal gravity value computed on the
 CG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0559.degrees latitude (g = 980.6199 gals.).
 CG0559
 CG0559.The modeled gravity was interpolated from observed gravity values.
 CG0559
 CG0559;                    North         East    Units  Estimated Accuracy
 CG0559;SPC AZ C     -    80,050.      294,340.      MT  (+/- 180 meters Scaled)
 CG0559
 CG0559                          SUPERSEDED SURVEY CONTROL
 CG0559
 CG0559  NGVD 29 (??/??/92)  937.150  (m)         3074.63   (f) ADJ UNCH    1 2
 CG0559
 CG0559.Superseded values are not recommended for survey control.
 CG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0559.See file dsdata.txt to determine how the superseded data were derived.
 CG0559
 CG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941093(NAD 83)
 CG0559_MARKER: DB = BENCH MARK DISK
 CG0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0559_SP_SET: CURB
 CG0559_STAMPING: A
 CG0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0559
 CG0559  HISTORY     - Date     Condition        Report By
 CG0559  HISTORY     - UNK      MONUMENTED       AZHD
 CG0559  HISTORY     - 1959     GOOD             NGS
 CG0559  HISTORY     - 1979     GOOD             USGS
 CG0559  HISTORY     - 1980     GOOD             NGS
 CG0559
 CG0559                          STATION DESCRIPTION
 CG0559
 CG0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0559'0.15 MI S FROM AMADO.
 CG0559'0.15 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0559'AT THE SOUTH END OF A LARGE CONCRETE BRIDGE, IN THE TOP OF THE WEST
 CG0559'CURB, 20.9 FEET WEST OF THE CENTER OF THE HIGHWAY, 3.0 FEET NORTH OF
 CG0559'THE SOUTH END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CG0559
 CG0559                          STATION RECOVERY (1979)
 CG0559
 CG0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0559'0.45 MILES SOUTH OF ARIVACA JCT. ON WEST FRONTAGE ROAD AT SOUTH END
 CG0559'OF LARGE CONCRETE BRIDGE, 20.9 FEET WEST OF CENTER LINE OF FRONTAGE
 CG0559'ROAD, 3.0 FEET NORTH OF SOUTH END OF CRUB, 1.0 FEET HIGHER THAN ROAD
 CG0559'IN SOUTHWEST CORNER OF BRIDGE.
 CG0559
 CG0559                          STATION RECOVERY (1980)
 CG0559
 CG0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0559'0.6 KILOMETER (0.35 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0559'INTERSTATE HIGHWAY I-19 FROM THE POST OFFICE AT AMADO, 6.5 METERS
 CG0559'(21.3 FEET) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, (OLD
 CG0559'HIGHWAY 89 ), 0.95 METER (3.15 FEET) NORTH OF THE SOUTH END OF
 CG0559'THE CURB.
 CG0559'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD..
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0570 ***********************************************************************
 FS0570  DESIGNATION -  A 1
 FS0570  PID         -  FS0570
 FS0570  STATE/COUNTY-  AZ/MOHAVE
 FS0570  USGS QUAD   -  KINGMAN (1980)
 FS0570
 FS0570                         *CURRENT SURVEY CONTROL
 FS0570  ___________________________________________________________________
 FS0570* NAD 83(1986)-  35 11 17.     (N)    114 03 08.     (W)     SCALED    
 FS0570* NAVD 88     -      1018.999  (meters)    3343.17   (feet)  ADJUSTED  
 FS0570  ___________________________________________________________________
 FS0570  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0570  DYNAMIC HT  -        1017.799 (meters)    3339.23  (feet)  COMP
 FS0570  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 FS0570
 FS0570  VERT ORDER  -  FIRST     CLASS II
 FS0570
 FS0570.The horizontal coordinates were scaled from a topographic map and have
 FS0570.an estimated accuracy of +/- 6 seconds.
 FS0570
 FS0570.The orthometric height was determined by differential leveling
 FS0570.and adjusted in June 1991.
 FS0570
 FS0570.The geoid height was determined by GEOID03.
 FS0570
 FS0570.The dynamic height is computed by dividing the NAVD 88
 FS0570.geopotential number by the normal gravity value computed on the
 FS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0570.degrees latitude (g = 980.6199 gals.).
 FS0570
 FS0570.The modeled gravity was interpolated from observed gravity values.
 FS0570
 FS0570;                    North         East    Units  Estimated Accuracy
 FS0570;SPC AZ W     -   464,490.      185,840.      MT  (+/- 180 meters Scaled)
 FS0570
 FS0570                          SUPERSEDED SURVEY CONTROL
 FS0570
 FS0570  NGVD 29 (??/??/92) 1018.216  (m)         3340.60   (f) ADJ UNCH    1 2
 FS0570
 FS0570.Superseded values are not recommended for survey control.
 FS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0570.See file dsdata.txt to determine how the superseded data were derived.
 FS0570
 FS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU684978(NAD 83)
 FS0570_MARKER: DB = BENCH MARK DISK
 FS0570_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FS0570_STAMPING: 3340.597
 FS0570_MARK LOGO: CGS   
 FS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0570+STABILITY: SURFACE MOTION
 FS0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FS0570+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS0570
 FS0570  HISTORY     - Date     Condition        Report By
 FS0570  HISTORY     - UNK      MONUMENTED       CGS
 FS0570  HISTORY     - 1961     GOOD             NGS
 FS0570  HISTORY     - 1982     GOOD             NGS
 FS0570  HISTORY     - 20051020 GOOD             NGS
 FS0570
 FS0570                          STATION DESCRIPTION
 FS0570
 FS0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0570'AT KINGMAN.
 FS0570'AT KINGMAN, MOHAVE COUNTY, AT THE ATCHISON, TOPEKA, AND SANTA
 FS0570'FE RAILWAY STATION, SET VERTICALLY IN THE SOUTH WALL OF THE
 FS0570'STATION, AT THE SOUTHEAST CORNER OF THE TICKET OFFICE, 15.2 FEET
 FS0570'NORTH OF THE CENTER OF THE NORTH TRACK, 0.7 FEET WEST OF THE EDGE
 FS0570'OF THE WALK, AND 4.2 FEET ABOVE THE PLATFORM.  A STANDARD DISK
 FS0570'STAMPED 3340. 597.
 FS0570
 FS0570                          STATION RECOVERY (1982)
 FS0570
 FS0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0570'RECOVERED IN GOOD CONDITION.
 FS0570
 FS0570                          STATION RECOVERY (2005)
 FS0570
 FS0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0570'RR IS NOW BNSF.  RR STATION IS ALONG ANDY DEVINE AVE = HISTORIC US 66.
 FS0570'DISK IS STAMPED 'ELEV. 3340.597 FT.'  THERE IS NO SIDEWALK AND RR
 FS0570'STATION IS CURRENTLY UNDER RENOVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0645 ***********************************************************************
 FQ0645  DESIGNATION -  A 1
 FQ0645  PID         -  FQ0645
 FQ0645  STATE/COUNTY-  AZ/COCONINO
 FQ0645  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0645
 FQ0645                         *CURRENT SURVEY CONTROL
 FQ0645  ___________________________________________________________________
 FQ0645* NAD 83(1992)-  35 14 04.80452(N)    111 44 11.99397(W)     ADJUSTED  
 FQ0645* NAVD 88     -      2532.1    (meters)    8307.     (feet)  VERTCON   
 FQ0645  ___________________________________________________________________
 FQ0645  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FQ0645  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FQ0645  HORZ ORDER  -  SECOND
 FQ0645
 FQ0645.The horizontal coordinates were established by classical geodetic methods
 FQ0645.and adjusted by the National Geodetic Survey in August 1993.
 FQ0645
 FQ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0645
 FQ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0645
 FQ0645.The geoid height was determined by GEOID03.
 FQ0645
 FQ0645;                    North         East     Units Scale Factor Converg.
 FQ0645;SPC AZ C     -   469,621.159   229,743.343   MT  0.99990331   +0 06 13.9
 FQ0645;SPC AZ C     - 1,540,751.83    753,751.13   iFT  0.99990331   +0 06 13.9
 FQ0645;UTM  12      - 3,899,315.961   432,969.957   MT  0.99965537   -0 25 30.1
 FQ0645
 FQ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0645!SPC AZ C     -   0.99960632  x   0.99990331  =   0.99950967
 FQ0645!UTM  12      -   0.99960632  x   0.99965537  =   0.99926182
 FQ0645
 FQ0645|---------------------------------------------------------------------|
 FQ0645| PID    Reference Object                     Distance      Geod. Az  |
 FQ0645|                                                           dddmmss.s |
 FQ0645| CH2172 A 1 RM 2                             63.640 METERS 00106     |
 FQ0645| FQ0633 ELDEN                               APPROX.12.7 KM 0864601.9 |
 FQ0645| CH2171 A 1 RM 1                              5.346 METERS 26833     |
 FQ0645|---------------------------------------------------------------------|
 FQ0645
 FQ0645                          SUPERSEDED SURVEY CONTROL
 FQ0645
 FQ0645  NAD 83(1986)-  35 14 04.80087(N)    111 44 11.99046(W) AD(       ) 2
 FQ0645  NAD 27      -  35 14 04.76923(N)    111 44 09.39575(W) AD(       ) 2
 FQ0645  NGVD 29 (05/08/89) 2531.0    (m)         8304.     (f) VERT ANG    3  
 FQ0645
 FQ0645.Superseded values are not recommended for survey control.
 FQ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0645.See file dsdata.txt to determine how the superseded data were derived.
 FQ0645
 FQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3297099316(NAD 83)
 FQ0645_MARKER: DS = TRIANGULATION STATION DISK
 FQ0645_SETTING: 80 = SET IN A BOULDER
 FQ0645_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0645
 FQ0645  HISTORY     - Date     Condition        Report By
 FQ0645  HISTORY     - 1958     MONUMENTED       CGS
 FQ0645  HISTORY     - 1960     GOOD             USFS
 FQ0645  HISTORY     - 1965     GOOD             USGS
 FQ0645
 FQ0645                          STATION DESCRIPTION
 FQ0645
 FQ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0645'THE STATION IS ABOUT 5 MILES NORTHWEST OF FLAGSTAFF, ON THE
 FQ0645'CREST OF A-1 MOUNTAIN.
 FQ0645'
 FQ0645'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0645'FLAGSTAFF, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 5.0 MILES TO
 FQ0645'RIORDAN OVERPASS.  CONTINUE WESTERLY ON THE HIGHWAY FOR 0.4 MILE
 FQ0645'TO A GRADED CINDER ROAD ON THE RIGHT, TURN RIGHT ACROSS A
 FQ0645'CATTLE GUARD IN THE RIGHT-OF-WAY FENCE AND FOLLOW THE CINDER
 FQ0645'ROAD NORTHERLY AS PER SIGNS 4 A-1 MOUNTAIN AND 6 FORT VALLEY
 FQ0645'FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.0 MILE
 FQ0645'TO A FORK, TAKE THE LEFT AND FOLLOW THE CINDER ROAD FOR 1.0
 FQ0645'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD
 FQ0645'FOR 1.3 MILES TO A TRACK ROAD ON THE LEFT JUST BEFORE
 FQ0645'REACHING A CONCRETE BUILDING AND STEEL MASTS.  TURN LEFT ON
 FQ0645'THE TRACK ROAD AND FOLLOW IT UPGRADE TO THE TOP OF THE
 FQ0645'HILL AND STATION.  THE ROAD IS HARD TO DISCERN AS IT NEARS THE
 FQ0645'TOP, AND A 4-WHEEL DRIVE VEHICLE IS REQUIRED.
 FQ0645'
 FQ0645'THE STATION MARK IS A STANDARD DISK STAMPED A 1 1958, SET
 FQ0645'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT IS
 FQ0645'16 FEET SOUTHEAST OF A PINE TREE BEARING A TRIANGULAR BLAZE
 FQ0645'AND A WITNESS POST SIGN.
 FQ0645'
 FQ0645'R.M. 1 IS A STANDARD DISK STAMPED A 1 NO 1 1958, SET IN A DRILL
 FQ0645'HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND IS 15 FEET SOUTH
 FQ0645'OF THE BLAZED PINE WITNESS POST.
 FQ0645'
 FQ0645'R.M. 2 IS A FOREST SERVICE DISK STAMPED A-1, SET IN A DRILL
 FQ0645'HOLE IN A BOULDER THAT PROJECTS 2 FEET.  IT IS 12 INCHES SOUTHWEST
 FQ0645'OF A 2-FOOT CAIRN.
 FQ0645
 FQ0645                          STATION RECOVERY (1960)
 FQ0645
 FQ0645'RECOVERY NOTE BY US FOREST SERVICE 1960
 FQ0645'(OFFICE NOTE)--THE DISTANCE TO REFERENCE MARK NO. 2 (A 1 USFS),
 FQ0645'IS LISTED AS 208.8 FEET.  ALTHOUGH A FIELD CHECK HAS NOT BEEN
 FQ0645'MADE TO DATE, THE U.S. FOREST SERVICE SUGGESTS THAT THE DISTANCE
 FQ0645'MAY BE 280.8 FEET.
 FQ0645'
 FQ0645'THE ORIGINAL RECORDS DO NOT REVEAL ANY ERRORS BUT THE DISTANCE
 FQ0645'WAS DETERMINED BY A SINGLE MEASUREMENT.
 FQ0645
 FQ0645                          STATION RECOVERY (1965)
 FQ0645
 FQ0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0645'RECOVERED IN GOOD CONDITION.
 FQ0645'
 FQ0645'NOTE--SIGN SHOULD READ (3 A-1 MOUNTAIN AND 5 FORT VALLEY)
 FQ0645'INSTEAD OF (4 A-1 MOUNTAIN AND 6 FORT VALLEY).  RM 2 HORIZONTAL
 FQ0645'DISTANCE IS 282.53 FT INSTEAD OF 208.8 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1477 ***********************************************************************
 GR1477  DESIGNATION -  A 1
 GR1477  PID         -  GR1477
 GR1477  STATE/COUNTY-  AZ/MOHAVE
 GR1477  USGS QUAD   -  HOOVER DAM (1997)
 GR1477
 GR1477                         *CURRENT SURVEY CONTROL
 GR1477  ___________________________________________________________________
 GR1477* NAD 83(1992)-  36 02 04.20839(N)    114 43 09.61353(W)     ADJUSTED  
 GR1477* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1477  ___________________________________________________________________
 GR1477  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 GR1477  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GR1477  HORZ ORDER  -  THIRD
 GR1477
 GR1477.The horizontal coordinates were established by classical geodetic methods
 GR1477.and adjusted by the National Geodetic Survey in August 1993.
 GR1477
 GR1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1477
 GR1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1477
 GR1477.The geoid height was determined by GEOID03.
 GR1477
 GR1477;                    North         East     Units Scale Factor Converg.
 GR1477;SPC AZ W     -   558,794.205   126,003.608   MT  1.00002733   -0 34 13.0
 GR1477;SPC AZ W     - 1,833,314.32    413,397.66   iFT  1.00002733   -0 34 13.0
 GR1477;SPC NV E     - 8,142,843.805   277,860.271   MT  0.99997467   +0 30 29.8
 GR1477;SPC NV E     -26,715,313.38    911,613.24   sFT  0.99997467   +0 30 29.8
 GR1477;UTM  11      - 3,990,181.776   705,478.005   MT  1.00012027   +1 20 31.6
 GR1477
 GR1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1477!SPC AZ W     -   0.99994703  x   1.00002733  =   0.99997436
 GR1477!SPC NV E     -   0.99994703  x   0.99997467  =   0.99992170
 GR1477!UTM  11      -   0.99994703  x   1.00012027  =   1.00006729
 GR1477
 GR1477:                Primary Azimuth Mark                     Grid Az
 GR1477:SPC AZ W     -  A 1 A                                    182 26 36.2
 GR1477:SPC NV E     -  A 1 A                                    181 21 53.4
 GR1477:UTM  11      -  A 1 A                                    180 31 51.6
 GR1477
 GR1477|---------------------------------------------------------------------|
 GR1477| PID    Reference Object                     Distance      Geod. Az  |
 GR1477|                                                           dddmmss.s |
 GR1477| GR1488 A 1 A                               APPROX. 0.6 KM 1815223.2 |
 GR1477|---------------------------------------------------------------------|
 GR1477
 GR1477                          SUPERSEDED SURVEY CONTROL
 GR1477
 GR1477  NAD 83(1986)-  36 02 04.19584(N)    114 43 09.60245(W) AD(       ) 3
 GR1477  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1477
 GR1477.Superseded values are not recommended for survey control.
 GR1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1477.See file dsdata.txt to determine how the superseded data were derived.
 GR1477
 GR1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0547890182(NAD 83)
 GR1477_MARKER: DS = TRIANGULATION STATION DISK
 GR1477_SETTING: 66 = SET IN ROCK OUTCROP
 GR1477_SP_SET: SET IN ROCK OUTCROP
 GR1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1477+STABILITY: POSITION/ELEVATION WELL
 GR1477
 GR1477  HISTORY     - Date     Condition        Report By
 GR1477  HISTORY     - 1947     MONUMENTED       USGS
 GR1477
 GR1477                          STATION DESCRIPTION
 GR1477
 GR1477'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1477'LOCATED ABOUT 1.7 MI E. OF HOOVER DAM.  ON PROMINENT ROCKY POINT
 GR1477'BETWEEN BLACK CANYON AND DEADMAN GULCH, ABOUT 60 FT. ABOVE HIGH
 GR1477'WATER MARK.
 GR1477'
 GR1477'TO REACH NOT GIVEN.
 GR1477'
 GR1477'STATION MARK--STANDARD TABLET STAMPED---A1 1947---, CEMENTED IN
 GR1477'ROCK OUTCROP.
 GR1477'
 GR1477'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1488 ***********************************************************************
 GR1488  DESIGNATION -  A 1 A
 GR1488  PID         -  GR1488
 GR1488  STATE/COUNTY-  AZ/MOHAVE
 GR1488  USGS QUAD   -  HOOVER DAM (1997)
 GR1488
 GR1488                         *CURRENT SURVEY CONTROL
 GR1488  ___________________________________________________________________
 GR1488* NAD 83(1992)-  36 01 43.64422(N)    114 43 10.44147(W)     ADJUSTED  
 GR1488* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1488  ___________________________________________________________________
 GR1488  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 GR1488  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GR1488  HORZ ORDER  -  THIRD
 GR1488
 GR1488.The horizontal coordinates were established by classical geodetic methods
 GR1488.and adjusted by the National Geodetic Survey in August 1993.
 GR1488
 GR1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1488
 GR1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1488
 GR1488.The geoid height was determined by GEOID03.
 GR1488
 GR1488;                    North         East     Units Scale Factor Converg.
 GR1488;SPC AZ W     -   558,160.595   125,976.572   MT  1.00002739   -0 34 13.2
 GR1488;SPC AZ W     - 1,831,235.55    413,308.96   iFT  1.00002739   -0 34 13.2
 GR1488;SPC NV E     - 8,142,209.831   277,845.166   MT  0.99997464   +0 30 29.1
 GR1488;SPC NV E     -26,713,233.42    911,563.68   sFT  0.99997464   +0 30 29.1
 GR1488;UTM  11      - 3,989,547.558   705,472.126   MT  1.00012024   +1 20 30.5
 GR1488
 GR1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1488!SPC AZ W     -   0.99995080  x   1.00002739  =   0.99997819
 GR1488!SPC NV E     -   0.99995080  x   0.99997464  =   0.99992544
 GR1488!UTM  11      -   0.99995080  x   1.00012024  =   1.00007103
 GR1488
 GR1488:                Primary Azimuth Mark                     Grid Az
 GR1488:SPC AZ W     -  A 1 B                                    220 50 31.5
 GR1488:SPC NV E     -  A 1 B                                    219 45 49.2
 GR1488:UTM  11      -  A 1 B                                    218 55 47.8
 GR1488
 GR1488|---------------------------------------------------------------------|
 GR1488| PID    Reference Object                     Distance      Geod. Az  |
 GR1488|                                                           dddmmss.s |
 GR1488| GR1489 A 1 B                               APPROX. 0.8 KM 2201618.3 |
 GR1488| GR1665 N 1 B                               478.218 METERS 2683718.4 |
 GR1488|---------------------------------------------------------------------|
 GR1488
 GR1488                          SUPERSEDED SURVEY CONTROL
 GR1488
 GR1488  NAD 83(1986)-  36 01 43.63171(N)    114 43 10.43059(W) AD(       ) 3
 GR1488  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG    3  
 GR1488
 GR1488.Superseded values are not recommended for survey control.
 GR1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1488.See file dsdata.txt to determine how the superseded data were derived.
 GR1488
 GR1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0547289548(NAD 83)
 GR1488_MARKER: DS = TRIANGULATION STATION DISK
 GR1488_SETTING: 66 = SET IN ROCK OUTCROP
 GR1488_SP_SET: SET IN ROCK OUTCROP
 GR1488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1488+STABILITY: POSITION/ELEVATION WELL
 GR1488
 GR1488  HISTORY     - Date     Condition        Report By
 GR1488  HISTORY     - 1947     MONUMENTED       USGS
 GR1488
 GR1488                          STATION DESCRIPTION
 GR1488
 GR1488'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1488'LOCATED ABOUT 6700 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER
 GR1488'DAM, ON STEEP CANYON WALL, ABOUT 50 FT. ABOVE HIGH WATER MARK.
 GR1488'ADVISABLE TO USE ROPES ON THIS STATION.
 GR1488'
 GR1488'TO REACH NOT GIVEN.
 GR1488'
 GR1488'STATION MARK--STANDARD TABLET STAMPED---A1A 1947---, CEMENTED IN
 GR1488'ROCK OUTCROP.
 GR1488'
 GR1488'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1489 ***********************************************************************
 GR1489  DESIGNATION -  A 1 B
 GR1489  PID         -  GR1489
 GR1489  STATE/COUNTY-  AZ/MOHAVE
 GR1489  USGS QUAD   -  HOOVER DAM (1997)
 GR1489
 GR1489                         *CURRENT SURVEY CONTROL
 GR1489  ___________________________________________________________________
 GR1489* NAD 83(1992)-  36 01 25.05308(N)    114 43 29.83029(W)     ADJUSTED  
 GR1489* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1489  ___________________________________________________________________
 GR1489  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 GR1489  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GR1489  HORZ ORDER  -  THIRD
 GR1489
 GR1489.The horizontal coordinates were established by classical geodetic methods
 GR1489.and adjusted by the National Geodetic Survey in August 1993.
 GR1489
 GR1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1489
 GR1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1489
 GR1489.The geoid height was determined by GEOID03.
 GR1489
 GR1489;                    North         East     Units Scale Factor Converg.
 GR1489;SPC AZ W     -   557,592.435   125,485.422   MT  1.00002845   -0 34 24.3
 GR1489;SPC AZ W     - 1,829,371.51    411,697.58   iFT  1.00002845   -0 34 24.3
 GR1489;SPC NV E     - 8,141,632.560   277,364.821   MT  0.99997373   +0 30 17.5
 GR1489;SPC NV E     -26,711,339.49    909,987.75   sFT  0.99997373   +0 30 17.5
 GR1489;UTM  11      - 3,988,963.274   705,000.163   MT  1.00011785   +1 20 18.5
 GR1489
 GR1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1489!SPC AZ W     -   0.99994515  x   1.00002845  =   0.99997360
 GR1489!SPC NV E     -   0.99994515  x   0.99997373  =   0.99991888
 GR1489!UTM  11      -   0.99994515  x   1.00011785  =   1.00006299
 GR1489
 GR1489:                Primary Azimuth Mark                     Grid Az
 GR1489:SPC AZ W     -  N 1 B                                    001 19 22.9
 GR1489:SPC NV E     -  N 1 B                                    000 14 41.1
 GR1489:UTM  11      -  N 1 B                                    359 24 40.1
 GR1489
 GR1489|---------------------------------------------------------------------|
 GR1489| PID    Reference Object                     Distance      Geod. Az  |
 GR1489|                                                           dddmmss.s |
 GR1489| GR1665 N 1 B                               APPROX. 0.6 KM 0004458.6 |
 GR1489| GR1490 A 1 C                               APPROX. 0.8 KM 2250607.5 |
 GR1489|---------------------------------------------------------------------|
 GR1489
 GR1489                          SUPERSEDED SURVEY CONTROL
 GR1489
 GR1489  NAD 83(1986)-  36 01 25.04080(N)    114 43 29.81949(W) AD(       ) 3
 GR1489  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GR1489
 GR1489.Superseded values are not recommended for survey control.
 GR1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1489.See file dsdata.txt to determine how the superseded data were derived.
 GR1489
 GR1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0500088963(NAD 83)
 GR1489_MARKER: DS = TRIANGULATION STATION DISK
 GR1489_SETTING: 66 = SET IN ROCK OUTCROP
 GR1489_SP_SET: SET IN BEDROCK
 GR1489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1489+STABILITY: POSITION/ELEVATION WELL
 GR1489
 GR1489  HISTORY     - Date     Condition        Report By
 GR1489  HISTORY     - 1947     MONUMENTED       USGS
 GR1489
 GR1489                          STATION DESCRIPTION
 GR1489
 GR1489'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1489'LOCATED ABOUT 4300 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER
 GR1489'DAM, ON PROMINENT ROCKY POINT, ABOUT 90 FT. ABOVE HIGH WATER
 GR1489'MARK.
 GR1489'
 GR1489'TO REACH NOT GIVEN.
 GR1489'
 GR1489'STATION MARK--STANDARD TABLET STAMPED---A1B 1947---, CEMENTED IN
 GR1489'BEDROCK.
 GR1489'
 GR1489'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1490 ***********************************************************************
 GR1490  DESIGNATION -  A 1 C
 GR1490  PID         -  GR1490
 GR1490  STATE/COUNTY-  AZ/MOHAVE
 GR1490  USGS QUAD   -  HOOVER DAM (1997)
 GR1490
 GR1490                         *CURRENT SURVEY CONTROL
 GR1490  ___________________________________________________________________
 GR1490* NAD 83(1992)-  36 01 05.64838(N)    114 43 53.80050(W)     ADJUSTED  
 GR1490* NAVD 88     -       463.7    (meters)    1521.     (feet)  VERTCON   
 GR1490  ___________________________________________________________________
 GR1490  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 GR1490  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GR1490  HORZ ORDER  -  THIRD
 GR1490
 GR1490.The horizontal coordinates were established by classical geodetic methods
 GR1490.and adjusted by the National Geodetic Survey in August 1993.
 GR1490
 GR1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1490
 GR1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1490
 GR1490.The geoid height was determined by GEOID03.
 GR1490
 GR1490;                    North         East     Units Scale Factor Converg.
 GR1490;SPC AZ W     -   557,000.382   124,879.242   MT  1.00002977   -0 34 38.2
 GR1490;SPC AZ W     - 1,827,429.07    409,708.80   iFT  1.00002977   -0 34 38.2
 GR1490;SPC NV E     - 8,141,029.239   276,769.923   MT  0.99997260   +0 30 03.1
 GR1490;SPC NV E     -26,709,360.09    908,035.99   sFT  0.99997260   +0 30 03.1
 GR1490;UTM  11      - 3,988,351.275   704,414.021   MT  1.00011489   +1 20 03.7
 GR1490
 GR1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1490!SPC AZ W     -   0.99993166  x   1.00002977  =   0.99996143
 GR1490!SPC NV E     -   0.99993166  x   0.99997260  =   0.99990426
 GR1490!UTM  11      -   0.99993166  x   1.00011489  =   1.00004654
 GR1490
 GR1490:                Primary Azimuth Mark                     Grid Az
 GR1490:SPC AZ W     -  N 1 C                                    011 08 32.2
 GR1490:SPC NV E     -  N 1 C                                    010 03 50.9
 GR1490:UTM  11      -  N 1 C                                    009 13 50.3
 GR1490
 GR1490|---------------------------------------------------------------------|
 GR1490| PID    Reference Object                     Distance      Geod. Az  |
 GR1490|                                                           dddmmss.s |
 GR1490| GR1666 N 1 C                               APPROX. 0.5 KM 0103354.0 |
 GR1490| GR1847 SUGARLOAF                           APPROX. 1.2 KM 2045154.8 |
 GR1490| GR1589 P 7                                 312.260 METERS 30315     |
 GR1490|---------------------------------------------------------------------|
 GR1490
 GR1490                          SUPERSEDED SURVEY CONTROL
 GR1490
 GR1490  NAD 83(1986)-  36 01 05.63647(N)    114 43 53.78969(W) AD(       ) 3
 GR1490  NGVD 29 (06/27/88)  463.0    (m)         1519.     (f) VERT ANG    3  
 GR1490
 GR1490.Superseded values are not recommended for survey control.
 GR1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1490.See file dsdata.txt to determine how the superseded data were derived.
 GR1490
 GR1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0441488351(NAD 83)
 GR1490_MARKER: DS = TRIANGULATION STATION DISK
 GR1490_SETTING: 66 = SET IN ROCK OUTCROP
 GR1490_SP_SET: SET IN BEDROCK
 GR1490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1490+STABILITY: POSITION/ELEVATION WELL
 GR1490
 GR1490  HISTORY     - Date     Condition        Report By
 GR1490  HISTORY     - 1947     MONUMENTED       USGS
 GR1490
 GR1490                          STATION DESCRIPTION
 GR1490
 GR1490'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1490'LOCATED ABOUT 1700 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER
 GR1490'DAM, ON ROCKY POINT, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1490'
 GR1490'TO REACH NOT GIVEN.
 GR1490'
 GR1490'STATION MARK--STANDARD TABLET STAMPED---A1C 1947---, CEMENTED IN
 GR1490'BEDROCK.
 GR1490'
 GR1490'RMS--NONE SET.
 GR1490'
 GR1490'NOTE--TACK SET IN LEAD, 2.06 FT. ESE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1060 ***********************************************************************
 DV1060  DESIGNATION -  A 10
 DV1060  PID         -  DV1060
 DV1060  STATE/COUNTY-  AZ/MARICOPA
 DV1060  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1060
 DV1060                         *CURRENT SURVEY CONTROL
 DV1060  ___________________________________________________________________
 DV1060* NAD 83(1986)-  33 09 19.     (N)    113 04 56.     (W)     SCALED    
 DV1060* NAVD 88     -       218.75   (+/-2cm)     717.7    (feet)  VERTCON   
 DV1060  ___________________________________________________________________
 DV1060  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DV1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1060
 DV1060.The horizontal coordinates were scaled from a topographic map and have
 DV1060.an estimated accuracy of +/- 6 seconds.
 DV1060
 DV1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1060.The vertical order pertains to the NGVD 29 superseded value.
 DV1060
 DV1060.The geoid height was determined by GEOID03.
 DV1060
 DV1060;                    North         East    Units  Estimated Accuracy
 DV1060;SPC AZ C     -   239,580.      104,630.      MT  (+/- 180 meters Scaled)
 DV1060
 DV1060                          SUPERSEDED SURVEY CONTROL
 DV1060
 DV1060  NGVD 29 (??/??/92)  218.150  (m)          715.71   (f) ADJ UNCH    1 2
 DV1060
 DV1060.Superseded values are not recommended for survey control.
 DV1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1060.See file dsdata.txt to determine how the superseded data were derived.
 DV1060
 DV1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB058704(NAD 83)
 DV1060_MARKER: DB = BENCH MARK DISK
 DV1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1060_STAMPING: 715.714 A 10 1927
 DV1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1060+STABILITY: SURFACE MOTION
 DV1060
 DV1060  HISTORY     - Date     Condition        Report By
 DV1060  HISTORY     - 1927     MONUMENTED       CGS
 DV1060  HISTORY     - 1954     GOOD             NGS
 DV1060
 DV1060                          STATION DESCRIPTION
 DV1060
 DV1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1060'18.9 MI E FROM AGUA.
 DV1060'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 80 FEET SOUTH OF THE
 DV1060'SOUTHERN PACIFIC RR. TRACKS, AND 70 FEET NORTH RAILROAD FENCE LINE (IN
 DV1060'LINE WITH TELEPHONE POLES).  6 1/2 TELEPHONE POLES EAST OF MILEPOST
 DV1060'841.  310 FEET WEST OF STATION SADDLE AT THE NORTHWEST CORNER OF BOARD
 DV1060'FENCE, WHICH SURROUNDS THE OPERATORS QUARTERS (A GROUP OF THREE SMALL
 DV1060'HOUSES).  1050 FEET WEST OF WATER TANK.  MARK IS 1 FOOT ABOVE GROUND
 DV1060'LEVEL, AND 6 FEET ABOVE TRACK LEVEL.  MARK IS ON THE S.P.RR.
 DV1060'WELLTON-HASSAYAMPA-PHOENIX LINE.
 DV1060
 DV1060                          STATION RECOVERY (1954)
 DV1060
 DV1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DV1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1478 ***********************************************************************
 GR1478  DESIGNATION -  A 10
 GR1478  PID         -  GR1478
 GR1478  STATE/COUNTY-  AZ/MOHAVE
 GR1478  USGS QUAD   -  BOULDER CANYON (1983)
 GR1478
 GR1478                         *CURRENT SURVEY CONTROL
 GR1478  ___________________________________________________________________
 GR1478* NAD 83(1992)-  36 07 51.21302(N)    114 37 19.71283(W)     ADJUSTED  
 GR1478* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 GR1478  ___________________________________________________________________
 GR1478  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GR1478  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1478  HORZ ORDER  -  THIRD
 GR1478
 GR1478.The horizontal coordinates were established by classical geodetic methods
 GR1478.and adjusted by the National Geodetic Survey in August 1993.
 GR1478
 GR1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1478
 GR1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1478
 GR1478.The geoid height was determined by GEOID03.
 GR1478
 GR1478;                    North         East     Units Scale Factor Converg.
 GR1478;SPC AZ W     -   569,406.567   134,858.873   MT  1.00000924   -0 30 51.4
 GR1478;SPC AZ W     - 1,868,131.78    442,450.37   iFT  1.00000924   -0 30 51.4
 GR1478;SPC NV E     - 8,153,620.784   286,513.670   MT  0.99999219   +0 34 00.4
 GR1478;SPC NV E     -26,750,670.86    940,003.60   sFT  0.99999219   +0 34 00.4
 GR1478;UTM  11      - 4,001,085.422   713,974.817   MT  1.00016418   +1 24 09.3
 GR1478
 GR1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1478!SPC AZ W     -   0.99995844  x   1.00000924  =   0.99996768
 GR1478!SPC NV E     -   0.99995844  x   0.99999219  =   0.99995063
 GR1478!UTM  11      -   0.99995844  x   1.00016418  =   1.00012262
 GR1478
 GR1478:                Primary Azimuth Mark                     Grid Az
 GR1478:SPC AZ W     -  A 11                                     139 07 57.9
 GR1478:SPC NV E     -  A 11                                     138 03 06.1
 GR1478:UTM  11      -  A 11                                     137 12 57.2
 GR1478
 GR1478|---------------------------------------------------------------------|
 GR1478| PID    Reference Object                     Distance      Geod. Az  |
 GR1478|                                                           dddmmss.s |
 GR1478| GR1479 A 11                                473.376 METERS 1383706.5 |
 GR1478| GR1582 A 9                                 APPROX. 0.9 KM 3214122.5 |
 GR1478|---------------------------------------------------------------------|
 GR1478
 GR1478                          SUPERSEDED SURVEY CONTROL
 GR1478
 GR1478  NAD 83(1986)-  36 07 51.19927(N)    114 37 19.70343(W) AD(       ) 3
 GR1478  NGVD 29 (06/27/88)  292.0    (m)          958.     (f) VERT ANG    3  
 GR1478
 GR1478.Superseded values are not recommended for survey control.
 GR1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1478.See file dsdata.txt to determine how the superseded data were derived.
 GR1478
 GR1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1397501085(NAD 83)
 GR1478_MARKER: DS = TRIANGULATION STATION DISK
 GR1478_SETTING: 66 = SET IN ROCK OUTCROP
 GR1478_SP_SET: SET IN BEDROCK
 GR1478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1478+STABILITY: POSITION/ELEVATION WELL
 GR1478
 GR1478  HISTORY     - Date     Condition        Report By
 GR1478  HISTORY     - 1948     MONUMENTED       USGS
 GR1478
 GR1478                          STATION DESCRIPTION
 GR1478
 GR1478'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1478'LOCATED ABOUT 2.5 MI NE. OF BEACON ISLAND, ABOUT 0.6 MI SE. OF
 GR1478'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SPUR RIDGE WHICH DROPS
 GR1478'OFF ABRUPTLY AT HIGH WATER MARK, ABOUT 10 FT. ABOVE HIGH WATER
 GR1478'MARK.
 GR1478'
 GR1478'TO REACH NOT GIVEN.
 GR1478'
 GR1478'STATION MARK--STANDARD TABLET STAMPED---A10 1948---, CEMENTED IN
 GR1478'BEDROCK.
 GR1478'
 GR1478'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0213 ***********************************************************************
 GQ0213  DESIGNATION -  A 100
 GQ0213  PID         -  GQ0213
 GQ0213  STATE/COUNTY-  AZ/MOHAVE
 GQ0213  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0213
 GQ0213                         *CURRENT SURVEY CONTROL
 GQ0213  ___________________________________________________________________
 GQ0213* NAD 83(1992)-  36 10 05.41470(N)    113 59 15.71588(W)     ADJUSTED  
 GQ0213* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 GQ0213  ___________________________________________________________________
 GQ0213  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 GQ0213  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GQ0213  HORZ ORDER  -  THIRD
 GQ0213
 GQ0213.The horizontal coordinates were established by classical geodetic methods
 GQ0213.and adjusted by the National Geodetic Survey in August 1993.
 GQ0213
 GQ0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0213
 GQ0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0213
 GQ0213.The geoid height was determined by GEOID03.
 GQ0213
 GQ0213;                    North         East     Units Scale Factor Converg.
 GQ0213;SPC AZ W     -   573,216.631   191,975.197   MT  0.99993897   -0 08 25.0
 GQ0213;SPC AZ W     - 1,880,631.99    629,839.89   iFT  0.99993897   -0 08 25.0
 GQ0213;SPC NV E     - 8,158,508.779   343,553.542   MT  1.00015384   +0 56 30.6
 GQ0213;SPC NV E     -26,766,707.55  1,127,141.91   sFT  1.00015384   +0 56 30.6
 GQ0213;UTM  12      - 4,006,738.550   231,261.406   MT  1.00048995   -1 45 51.4
 GQ0213;UTM  11      - 4,006,807.013   770,952.150   MT  1.00050468   +1 46 43.7
 GQ0213
 GQ0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0213!SPC AZ W     -   0.99994464  x   0.99993897  =   0.99988361
 GQ0213!SPC NV E     -   0.99994464  x   1.00015384  =   1.00009847
 GQ0213!UTM  12      -   0.99994464  x   1.00048995  =   1.00043456
 GQ0213!UTM  11      -   0.99994464  x   1.00050468  =   1.00044929
 GQ0213
 GQ0213:                Primary Azimuth Mark                     Grid Az
 GQ0213:SPC AZ W     -  A 97                                     298 29 01.2
 GQ0213:SPC NV E     -  A 97                                     297 24 05.6
 GQ0213:UTM  12      -  A 97                                     300 06 27.6
 GQ0213:UTM  11      -  A 97                                     296 33 52.5
 GQ0213
 GQ0213|---------------------------------------------------------------------|
 GQ0213| PID    Reference Object                     Distance      Geod. Az  |
 GQ0213|                                                           dddmmss.s |
 GQ0213| GQ0233 A 97                                APPROX. 1.0 KM 2982036.2 |
 GQ0213|---------------------------------------------------------------------|
 GQ0213
 GQ0213                          SUPERSEDED SURVEY CONTROL
 GQ0213
 GQ0213  NAD 83(1986)-  36 10 05.40632(N)    113 59 15.71465(W) AD(       ) 3
 GQ0213  NGVD 29 (06/27/88)  379.0    (m)         1243.     (f) VERT ANG    3  
 GQ0213
 GQ0213.Superseded values are not recommended for survey control.
 GQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0213.See file dsdata.txt to determine how the superseded data were derived.
 GQ0213
 GQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3126106739(NAD 83)
 GQ0213_MARKER: DS = TRIANGULATION STATION DISK
 GQ0213_SETTING: 80 = SET IN A BOULDER
 GQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0213+STABILITY: SURFACE MOTION
 GQ0213
 GQ0213  HISTORY     - Date     Condition        Report By
 GQ0213  HISTORY     - 1948     MONUMENTED       USGS
 GQ0213
 GQ0213                          STATION DESCRIPTION
 GQ0213
 GQ0213'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0213'LOCATED ABOUT 3.6 MI N. OF PIERCE FERRY LANDING.  ON WEST SIDE OF
 GQ0213'LAKE, ON END OF LOW RIDGE, ABOUT LEVEL WITH HIGH WATER MARK.
 GQ0213'
 GQ0213'TO REACH NOT GIVEN.
 GQ0213'
 GQ0213'STATION MARK--STANDARD TABLET STAMPED---A100 1948---, CEMENTED IN
 GQ0213'TOP OF BOULDER IN PLACE.
 GQ0213'
 GQ0213'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0264 ***********************************************************************
 DU0264  DESIGNATION -  A 101
 DU0264  PID         -  DU0264
 DU0264  STATE/COUNTY-  AZ/GILA
 DU0264  USGS QUAD   -  GLOBE (1982)
 DU0264
 DU0264                         *CURRENT SURVEY CONTROL
 DU0264  ___________________________________________________________________
 DU0264* NAD 83(1986)-  33 23 36.     (N)    110 45 59.     (W)     SCALED    
 DU0264* NAVD 88     -      1116.943  (meters)    3664.50   (feet)  ADJUSTED  
 DU0264  ___________________________________________________________________
 DU0264  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU0264  DYNAMIC HT  -        1115.423 (meters)    3659.52  (feet)  COMP
 DU0264  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DU0264
 DU0264  VERT ORDER  -  SECOND    CLASS 0
 DU0264
 DU0264.The horizontal coordinates were scaled from a topographic map and have
 DU0264.an estimated accuracy of +/- 6 seconds.
 DU0264
 DU0264.The orthometric height was determined by differential leveling
 DU0264.and adjusted in June 1991.
 DU0264
 DU0264.The geoid height was determined by GEOID03.
 DU0264
 DU0264.The dynamic height is computed by dividing the NAVD 88
 DU0264.geopotential number by the normal gravity value computed on the
 DU0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0264.degrees latitude (g = 980.6199 gals.).
 DU0264
 DU0264.The modeled gravity was interpolated from observed gravity values.
 DU0264
 DU0264;                    North         East    Units  Estimated Accuracy
 DU0264;SPC AZ E     -   265,530.      157,570.      MT  (+/- 180 meters Scaled)
 DU0264
 DU0264                          SUPERSEDED SURVEY CONTROL
 DU0264
 DU0264  NGVD 29 (??/??/92) 1116.303  (m)         3662.40   (f) ADJ UNCH    2 0
 DU0264
 DU0264.Superseded values are not recommended for survey control.
 DU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0264.See file dsdata.txt to determine how the superseded data were derived.
 DU0264
 DU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB217949(NAD 83)
 DU0264_MARKER: DD = SURVEY DISK
 DU0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0264_STAMPING: A-101 1935
 DU0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0264+STABILITY: SURFACE MOTION
 DU0264
 DU0264  HISTORY     - Date     Condition        Report By
 DU0264  HISTORY     - 1935     MONUMENTED       USFS
 DU0264  HISTORY     - 1935     GOOD             NGS
 DU0264  HISTORY     - 1965     MARK NOT FOUND   USGS
 DU0264  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0264  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0264
 DU0264                          STATION DESCRIPTION
 DU0264
 DU0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0264'1.3 MI NE FROM GLOBE.
 DU0264'1.3 MI. N.E. OF, ALONG U.S. HWY NO. 60.  ON TOP OF A BANK, 350 FT.
 DU0264'NORTHEAST OF THE WEST INTERSECTION OF U.S. HWY NO. 180 AND U.S. HWY
 DU0264'NO. 60, 60 FT. NORTH OF THE CENTER LINE OF THE HWY.
 DU0264
 DU0264                          STATION RECOVERY (1965)
 DU0264
 DU0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0264'MARK NOT FOUND.
 DU0264
 DU0264                          STATION RECOVERY (1979)
 DU0264
 DU0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0264'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS JUNCTION HAS BEEN
 DU0264'ENLARGED EXTENSIVELY AND THE MEASUREMENTS PLACE THIS MARK UNDER NEW
 DU0264'ROADWAY.  THE MARK IS PRESUMED DESTROYED.
 DU0264
 DU0264                          STATION RECOVERY (2008)
 DU0264
 DU0264'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0264'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0264'MARK. THE LOCATION HAS BEEN DEVELOPED, AND THERE IS NOW A PAVED
 DU0264'PARKING LOT THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0214 ***********************************************************************
 GQ0214  DESIGNATION -  A 101
 GQ0214  PID         -  GQ0214
 GQ0214  STATE/COUNTY-  AZ/MOHAVE
 GQ0214  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0214
 GQ0214                         *CURRENT SURVEY CONTROL
 GQ0214  ___________________________________________________________________
 GQ0214* NAD 83(1992)-  36 09 57.45280(N)    113 58 40.93988(W)     ADJUSTED  
 GQ0214* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GQ0214  ___________________________________________________________________
 GQ0214  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 GQ0214  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GQ0214  HORZ ORDER  -  THIRD
 GQ0214
 GQ0214.The horizontal coordinates were established by classical geodetic methods
 GQ0214.and adjusted by the National Geodetic Survey in August 1993.
 GQ0214
 GQ0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0214
 GQ0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0214
 GQ0214.The geoid height was determined by GEOID03.
 GQ0214
 GQ0214;                    North         East     Units Scale Factor Converg.
 GQ0214;SPC AZ W     -   572,969.154   192,843.693   MT  0.99993852   -0 08 04.5
 GQ0214;SPC AZ W     - 1,879,820.06    632,689.28   iFT  0.99993852   -0 08 04.5
 GQ0214;SPC NV E     - 8,158,277.698   344,426.746   MT  1.00015694   +0 56 51.0
 GQ0214;SPC NV E     -26,765,949.41  1,130,006.75   sFT  1.00015694   +0 56 51.0
 GQ0214;UTM  12      - 4,006,466.411   232,123.013   MT  1.00048426   -1 45 30.5
 GQ0214;UTM  11      - 4,006,588.635   771,828.945   MT  1.00051054   +1 47 04.0
 GQ0214
 GQ0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0214!SPC AZ W     -   0.99994385  x   0.99993852  =   0.99988237
 GQ0214!SPC NV E     -   0.99994385  x   1.00015694  =   1.00010078
 GQ0214!UTM  12      -   0.99994385  x   1.00048426  =   1.00042808
 GQ0214!UTM  11      -   0.99994385  x   1.00051054  =   1.00045436
 GQ0214
 GQ0214:                Primary Azimuth Mark                     Grid Az
 GQ0214:SPC AZ W     -  A 102                                    186 45 01.8
 GQ0214:SPC NV E     -  A 102                                    185 40 06.3
 GQ0214:UTM  12      -  A 102                                    188 22 27.8
 GQ0214:UTM  11      -  A 102                                    184 49 53.3
 GQ0214
 GQ0214|---------------------------------------------------------------------|
 GQ0214| PID    Reference Object                     Distance      Geod. Az  |
 GQ0214|                                                           dddmmss.s |
 GQ0214| GQ0215 A 102                               APPROX. 1.1 KM 1863657.3 |
 GQ0214|---------------------------------------------------------------------|
 GQ0214
 GQ0214                          SUPERSEDED SURVEY CONTROL
 GQ0214
 GQ0214  NAD 83(1986)-  36 09 57.44441(N)    113 58 40.93858(W) AD(       ) 3
 GQ0214  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG    3  
 GQ0214
 GQ0214.Superseded values are not recommended for survey control.
 GQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0214.See file dsdata.txt to determine how the superseded data were derived.
 GQ0214
 GQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3212306466(NAD 83)
 GQ0214_MARKER: DS = TRIANGULATION STATION DISK
 GQ0214_SETTING: 80 = SET IN A BOULDER
 GQ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0214+STABILITY: SURFACE MOTION
 GQ0214
 GQ0214  HISTORY     - Date     Condition        Report By
 GQ0214  HISTORY     - 1948     MONUMENTED       USGS
 GQ0214
 GQ0214                          STATION DESCRIPTION
 GQ0214
 GQ0214'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0214'LOCATED ABOUT 2.3 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0214'CANYON.  ON NORTH SIDE OF LAKE, ON HIGHEST POINT OF SMALL ISLAND,
 GQ0214'ABOUT 10 FT. BELOW HIGH WATER MARK.
 GQ0214'
 GQ0214'TO REACH NOT GIVEN.
 GQ0214'
 GQ0214'STATION MARK--STANDARD TABLET STAMPED---A101 1948---, CEMENTED IN
 GQ0214'TOP OF BOULDER IN PLACE.
 GQ0214'
 GQ0214'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0352 ***********************************************************************
 DU0352  DESIGNATION -  A 102
 DU0352  PID         -  DU0352
 DU0352  STATE/COUNTY-  AZ/GILA
 DU0352  USGS QUAD   -  CHRYSOTILE (1966)
 DU0352
 DU0352                         *CURRENT SURVEY CONTROL
 DU0352  ___________________________________________________________________
 DU0352* NAD 83(1986)-  33 43 49.     (N)    110 32 03.     (W)     SCALED    
 DU0352* NAVD 88     -      1707.187  (meters)    5601.00   (feet)  ADJUSTED  
 DU0352  ___________________________________________________________________
 DU0352  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DU0352  DYNAMIC HT  -        1704.726 (meters)    5592.92  (feet)  COMP
 DU0352  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 DU0352
 DU0352  VERT ORDER  -  SECOND    CLASS 0
 DU0352
 DU0352.The horizontal coordinates were scaled from a topographic map and have
 DU0352.an estimated accuracy of +/- 6 seconds.
 DU0352
 DU0352.The orthometric height was determined by differential leveling
 DU0352.and adjusted in June 1991.
 DU0352.WARNING-Repeat measurements at this control monument indicate possible
 DU0352.vertical movement.
 DU0352
 DU0352.The geoid height was determined by GEOID03.
 DU0352
 DU0352.The dynamic height is computed by dividing the NAVD 88
 DU0352.geopotential number by the normal gravity value computed on the
 DU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0352.degrees latitude (g = 980.6199 gals.).
 DU0352
 DU0352.The modeled gravity was interpolated from observed gravity values.
 DU0352
 DU0352;                    North         East    Units  Estimated Accuracy
 DU0352;SPC AZ E     -   302,800.      179,310.      MT  (+/- 180 meters Scaled)
 DU0352
 DU0352                          SUPERSEDED SURVEY CONTROL
 DU0352
 DU0352  NGVD 29 (??/??/92) 1706.46   (m)         5598.6    (f) COMPUTED    2 0
 DU0352
 DU0352.Superseded values are not recommended for survey control.
 DU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0352.See file dsdata.txt to determine how the superseded data were derived.
 DU0352
 DU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC431323(NAD 83)
 DU0352_MARKER: DD = SURVEY DISK
 DU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0352_STAMPING: A 102 1935
 DU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0352+STABILITY: SURFACE MOTION
 DU0352
 DU0352  HISTORY     - Date     Condition        Report By
 DU0352  HISTORY     - 1935     MONUMENTED       USFS
 DU0352  HISTORY     - 1960     GOOD             NGS
 DU0352  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0352
 DU0352                          STATION DESCRIPTION
 DU0352
 DU0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0352'3.15 MI SW FROM SENECA.
 DU0352'ABOUT 2.65 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0352'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA,
 DU0352'THENCE 0.15 MILE SOUTHWEST ALONG A TRAIL ROAD, THENCE 0.35 MILE
 DU0352'NORTHWEST ALONG THE OLD REGAL MINE ROAD, ABOUT 0.5 MILE NORTHWEST OF
 DU0352'THE TONTO NATIONAL FOREST SIGN, 75 FEET NORTH OF THE CENTER OF THE
 DU0352'JUNCTION OF A DIM TRAIL ROAD LEADING NORTH, 26 FEET EAST OF THE CENTER
 DU0352'LINE OF THE MAIN TRAIL ROAD, 14 FEET WEST OF THE CENTER LINE OF THE
 DU0352'DIM TRAIL ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE MAIN ROAD, AND IN
 DU0352'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DU0352
 DU0352                          STATION RECOVERY (1979)
 DU0352
 DU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0352'NOTE=THE ROAD IS NOW A JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0215 ***********************************************************************
 GQ0215  DESIGNATION -  A 102
 GQ0215  PID         -  GQ0215
 GQ0215  STATE/COUNTY-  AZ/MOHAVE
 GQ0215  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0215
 GQ0215                         *CURRENT SURVEY CONTROL
 GQ0215  ___________________________________________________________________
 GQ0215* NAD 83(1992)-  36 09 21.20979(N)    113 58 46.12344(W)     ADJUSTED  
 GQ0215* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 GQ0215  ___________________________________________________________________
 GQ0215  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 GQ0215  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GQ0215  HORZ ORDER  -  THIRD
 GQ0215
 GQ0215.The horizontal coordinates were established by classical geodetic methods
 GQ0215.and adjusted by the National Geodetic Survey in August 1993.
 GQ0215
 GQ0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0215
 GQ0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0215
 GQ0215.The geoid height was determined by GEOID03.
 GQ0215
 GQ0215;                    North         East     Units Scale Factor Converg.
 GQ0215;SPC AZ W     -   571,852.421   192,711.509   MT  0.99993858   -0 08 07.4
 GQ0215;SPC AZ W     - 1,876,156.24    632,255.61   iFT  0.99993858   -0 08 07.4
 GQ0215;SPC NV E     - 8,157,158.424   344,315.648   MT  1.00015654   +0 56 47.1
 GQ0215;SPC NV E     -26,762,277.26  1,129,642.26   sFT  1.00015654   +0 56 47.1
 GQ0215;UTM  12      - 4,005,353.264   231,959.150   MT  1.00048534   -1 45 32.0
 GQ0215;UTM  11      - 4,005,467.461   771,734.172   MT  1.00050991   +1 46 59.3
 GQ0215
 GQ0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0215!SPC AZ W     -   0.99994464  x   0.99993858  =   0.99988322
 GQ0215!SPC NV E     -   0.99994464  x   1.00015654  =   1.00010117
 GQ0215!UTM  12      -   0.99994464  x   1.00048534  =   1.00042995
 GQ0215!UTM  11      -   0.99994464  x   1.00050991  =   1.00045452
 GQ0215
 GQ0215:                Primary Azimuth Mark                     Grid Az
 GQ0215:SPC AZ W     -  A 105                                    222 10 23.9
 GQ0215:SPC NV E     -  A 105                                    221 05 29.4
 GQ0215:UTM  12      -  A 105                                    223 47 48.5
 GQ0215:UTM  11      -  A 105                                    220 15 17.2
 GQ0215
 GQ0215|---------------------------------------------------------------------|
 GQ0215| PID    Reference Object                     Distance      Geod. Az  |
 GQ0215|                                                           dddmmss.s |
 GQ0215| GQ0075 A 105                               APPROX. 1.7 KM 2220216.5 |
 GQ0215|---------------------------------------------------------------------|
 GQ0215
 GQ0215                          SUPERSEDED SURVEY CONTROL
 GQ0215
 GQ0215  NAD 83(1986)-  36 09 21.20132(N)    113 58 46.12216(W) AD(       ) 3
 GQ0215  NGVD 29 (06/27/88)  379.0    (m)         1243.     (f) VERT ANG    3  
 GQ0215
 GQ0215.Superseded values are not recommended for survey control.
 GQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0215.See file dsdata.txt to determine how the superseded data were derived.
 GQ0215
 GQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3195905353(NAD 83)
 GQ0215_MARKER: DS = TRIANGULATION STATION DISK
 GQ0215_SETTING: 80 = SET IN A BOULDER
 GQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0215+STABILITY: SURFACE MOTION
 GQ0215
 GQ0215  HISTORY     - Date     Condition        Report By
 GQ0215  HISTORY     - 1948     MONUMENTED       USGS
 GQ0215
 GQ0215                          STATION DESCRIPTION
 GQ0215
 GQ0215'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0215'LOCATED ABOUT 3 MI N. OF PIERCE FERRY LANDING.  ON EAST SIDE OF
 GQ0215'LAKE, ON NOSE OF LOW, NARROW RIDGE, ABOUT 30 FT. ABOVE HIGH WATER
 GQ0215'MARK.
 GQ0215'
 GQ0215'TO REACH NOT GIVEN.
 GQ0215'
 GQ0215'STATION MARK--STANDARD TABLET STAMPED---A102 1948---, CEMENTED IN
 GQ0215'TOP OF BOULDER IN PLACE.
 GQ0215'
 GQ0215'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0489 ***********************************************************************
 ET0489  DESIGNATION -  A 103
 ET0489  PID         -  ET0489
 ET0489  STATE/COUNTY-  AZ/YAVAPAI
 ET0489  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0489
 ET0489                         *CURRENT SURVEY CONTROL
 ET0489  ___________________________________________________________________
 ET0489* NAD 83(1986)-  34 47 46.     (N)    112 49 20.     (W)     SCALED    
 ET0489* NAVD 88     -      1681.068  (meters)    5515.30   (feet)  POSTED    
 ET0489  ___________________________________________________________________
 ET0489  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0489  DYNAMIC HT  -        1678.800 (meters)    5507.86  (feet)  COMP
 ET0489  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 ET0489
 ET0489  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0489
 ET0489.The horizontal coordinates were scaled from a topographic map and have
 ET0489.an estimated accuracy of +/- 6 seconds.
 ET0489
 ET0489.The orthometric height was determined by differential leveling
 ET0489.and adjusted in November 2005.
 ET0489.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0489.was located on a no-check spur therefore a value was not computed.
 ET0489.No vertical observational check was made to the station.
 ET0489
 ET0489.The geoid height was determined by GEOID03.
 ET0489
 ET0489.The dynamic height is computed by dividing the NAVD 88
 ET0489.geopotential number by the normal gravity value computed on the
 ET0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0489.degrees latitude (g = 980.6199 gals.).
 ET0489
 ET0489.The modeled gravity was interpolated from observed gravity values.
 ET0489
 ET0489;                    North         East    Units  Estimated Accuracy
 ET0489;SPC AZ C     -   421,330.      130,500.      MT  (+/- 180 meters Scaled)
 ET0489
 ET0489                          SUPERSEDED SURVEY CONTROL
 ET0489
 ET0489  NGVD 29 (??/??/92) 1680.169  (m)         5512.35   (f) ADJ UNCH    2 0
 ET0489
 ET0489.Superseded values are not recommended for survey control.
 ET0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0489.See file dsdata.txt to determine how the superseded data were derived.
 ET0489
 ET0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD332519(NAD 83)
 ET0489_MARKER: DD = SURVEY DISK
 ET0489_SETTING: 66 = SET IN ROCK OUTCROP
 ET0489_SP_SET: GRANITE LEDGE
 ET0489_STAMPING: A 103 1935
 ET0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0489+STABILITY: POSITION/ELEVATION WELL
 ET0489
 ET0489  HISTORY     - Date     Condition        Report By
 ET0489  HISTORY     - 1935     MONUMENTED       USFS
 ET0489  HISTORY     - 1935     GOOD             NGS
 ET0489
 ET0489                          STATION DESCRIPTION
 ET0489
 ET0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0489'14.9 MI SE FROM WALNUT CREEK R S.
 ET0489'14.9 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY.  40 MI. E. OF
 ET0489'THE JUNCTION OF ROADS AT CAMP WOOD, 10 FT. N. OF THE CENTER LINE ROAD
 ET0489'AND AT THE SUMMIT OF A HILL OVER WHICH ROAD TRAVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0216 ***********************************************************************
 GQ0216  DESIGNATION -  A 103
 GQ0216  PID         -  GQ0216
 GQ0216  STATE/COUNTY-  AZ/MOHAVE
 GQ0216  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0216
 GQ0216                         *CURRENT SURVEY CONTROL
 GQ0216  ___________________________________________________________________
 GQ0216* NAD 83(1992)-  36 09 26.53256(N)    113 59 27.37227(W)     ADJUSTED  
 GQ0216* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GQ0216  ___________________________________________________________________
 GQ0216  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 GQ0216  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0216  HORZ ORDER  -  THIRD
 GQ0216
 GQ0216.The horizontal coordinates were established by classical geodetic methods
 GQ0216.and adjusted by the National Geodetic Survey in August 1993.
 GQ0216
 GQ0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0216
 GQ0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0216
 GQ0216.The geoid height was determined by GEOID03.
 GQ0216
 GQ0216;                    North         East     Units Scale Factor Converg.
 GQ0216;SPC AZ W     -   572,018.970   191,680.923   MT  0.99993912   -0 08 31.8
 GQ0216;SPC AZ W     - 1,876,702.66    628,874.42   iFT  0.99993912   -0 08 31.8
 GQ0216;SPC NV E     - 8,157,305.517   343,281.878   MT  1.00015288   +0 56 22.9
 GQ0216;SPC NV E     -26,762,759.85  1,126,250.63   sFT  1.00015288   +0 56 22.9
 GQ0216;UTM  12      - 4,005,549.052   230,933.132   MT  1.00049213   -1 45 56.6
 GQ0216;UTM  11      - 4,005,599.489   770,698.000   MT  1.00050298   +1 46 35.2
 GQ0216
 GQ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0216!SPC AZ W     -   0.99994574  x   0.99993912  =   0.99988487
 GQ0216!SPC NV E     -   0.99994574  x   1.00015288  =   1.00009861
 GQ0216!UTM  12      -   0.99994574  x   1.00049213  =   1.00043785
 GQ0216!UTM  11      -   0.99994574  x   1.00050298  =   1.00044870
 GQ0216
 GQ0216:                Primary Azimuth Mark                     Grid Az
 GQ0216:SPC AZ W     -  A 105                                    184 26 44.7
 GQ0216:SPC NV E     -  A 105                                    183 21 50.0
 GQ0216:UTM  12      -  A 105                                    186 04 09.5
 GQ0216:UTM  11      -  A 105                                    182 31 37.7
 GQ0216
 GQ0216|---------------------------------------------------------------------|
 GQ0216| PID    Reference Object                     Distance      Geod. Az  |
 GQ0216|                                                           dddmmss.s |
 GQ0216| GQ0075 A 105                               APPROX. 1.4 KM 1841812.9 |
 GQ0216|---------------------------------------------------------------------|
 GQ0216
 GQ0216                          SUPERSEDED SURVEY CONTROL
 GQ0216
 GQ0216  NAD 83(1986)-  36 09 26.52411(N)    113 59 27.37112(W) AD(       ) 3
 GQ0216  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG    3  
 GQ0216
 GQ0216.Superseded values are not recommended for survey control.
 GQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0216.See file dsdata.txt to determine how the superseded data were derived.
 GQ0216
 GQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3093305549(NAD 83)
 GQ0216_MARKER: DS = TRIANGULATION STATION DISK
 GQ0216_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0216_SP_SET: SET IN ROCK OUTCROP
 GQ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0216+STABILITY: POSITION/ELEVATION WELL
 GQ0216
 GQ0216  HISTORY     - Date     Condition        Report By
 GQ0216  HISTORY     - 1948     MONUMENTED       USGS
 GQ0216
 GQ0216                          STATION DESCRIPTION
 GQ0216
 GQ0216'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0216'LOCATED ABOUT 2.9 MI N. OF PIERCE FERRY LANDING.  ON WEST SIDE OF
 GQ0216'LAKE, ON LOW RIDGE, LEVEL WITH HIGH WATER MARK.
 GQ0216'
 GQ0216'TO REACH NOT GIVEN.
 GQ0216'
 GQ0216'STATION MARK--STANDARD TABLET STAMPED---A103 1948---, CEMENTED IN
 GQ0216'ROCK OUTCROP.
 GQ0216'
 GQ0216'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0255 ***********************************************************************
 FR0255  DESIGNATION -  A 104
 FR0255  PID         -  FR0255
 FR0255  STATE/COUNTY-  AZ/YAVAPAI
 FR0255  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0255
 FR0255                         *CURRENT SURVEY CONTROL
 FR0255  ___________________________________________________________________
 FR0255* NAD 83(1986)-  35 15 15.     (N)    112 52 39.     (W)     SCALED    
 FR0255* NAVD 88     -      1633.139  (meters)    5358.06   (feet)  POSTED    
 FR0255  ___________________________________________________________________
 FR0255  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FR0255  DYNAMIC HT  -        1630.980 (meters)    5350.97  (feet)  COMP
 FR0255  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 FR0255
 FR0255  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0255
 FR0255.The horizontal coordinates were scaled from a topographic map and have
 FR0255.an estimated accuracy of +/- 6 seconds.
 FR0255
 FR0255.The orthometric height was determined by differential leveling
 FR0255.and adjusted in November 2005.
 FR0255.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0255.was located on a no-check spur therefore a value was not computed.
 FR0255.No vertical observational check was made to the station.
 FR0255
 FR0255.The geoid height was determined by GEOID03.
 FR0255
 FR0255.The dynamic height is computed by dividing the NAVD 88
 FR0255.geopotential number by the normal gravity value computed on the
 FR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0255.degrees latitude (g = 980.6199 gals.).
 FR0255
 FR0255.The modeled gravity was interpolated from observed gravity values.
 FR0255
 FR0255;                    North         East    Units  Estimated Accuracy
 FR0255;SPC AZ C     -   472,190.      125,930.      MT  (+/- 180 meters Scaled)
 FR0255
 FR0255                          SUPERSEDED SURVEY CONTROL
 FR0255
 FR0255  NGVD 29 (??/??/92) 1632.174  (m)         5354.89   (f) ADJ UNCH    2 0
 FR0255
 FR0255.Superseded values are not recommended for survey control.
 FR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0255.See file dsdata.txt to determine how the superseded data were derived.
 FR0255
 FR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE291028(NAD 83)
 FR0255_MARKER: DB = BENCH MARK DISK
 FR0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0255_STAMPING: A 104 1935
 FR0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0255+STABILITY: SURFACE MOTION
 FR0255
 FR0255  HISTORY     - Date     Condition        Report By
 FR0255  HISTORY     - 1935     MONUMENTED       USFS
 FR0255  HISTORY     - 1955     GOOD             NGS
 FR0255
 FR0255                          STATION DESCRIPTION
 FR0255
 FR0255'DESCRIBED BY US FOREST SERVICE 1935
 FR0255'0.9 MI E FROM SELIGMAN.
 FR0255'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0255'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 5.0
 FR0255'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.4 MILES
 FR0255'SOUTH OF A CATTLE GUARD AND CROSS FENCE, ABOUT 1.2 MILES NORTH OF A
 FR0255'CATTLE GUARD AND CROSS FENCE, ABOUT 0.5 MILE NORTH OF THE SUMMIT OF A
 FR0255'RIDGE, ABOUT 115 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 70
 FR0255'FEET EAST OF THE SUMMIT OF A RIDGE, 3 FEET SOUTH OF A WOODEN WITNESS
 FR0255'POST, ABOUT 0.5 MILE NORTH OF THE SUMMIT OF A RIDGE, SERVICE STANDARD
 FR0255'DISK, STAMPED A 104 1935 AND SET IN THE TOP OF A CONCRETE POST
 FR0255'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FR0255
 FR0255                          STATION RECOVERY (1955)
 FR0255
 FR0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0217 ***********************************************************************
 GQ0217  DESIGNATION -  A 104
 GQ0217  PID         -  GQ0217
 GQ0217  STATE/COUNTY-  AZ/MOHAVE
 GQ0217  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0217
 GQ0217                         *CURRENT SURVEY CONTROL
 GQ0217  ___________________________________________________________________
 GQ0217* NAD 83(1992)-  36 08 58.03875(N)    113 58 46.09560(W)     ADJUSTED  
 GQ0217* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GQ0217  ___________________________________________________________________
 GQ0217  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 GQ0217  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GQ0217  HORZ ORDER  -  THIRD
 GQ0217
 GQ0217.The horizontal coordinates were established by classical geodetic methods
 GQ0217.and adjusted by the National Geodetic Survey in August 1993.
 GQ0217
 GQ0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0217
 GQ0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0217
 GQ0217.The geoid height was determined by GEOID03.
 GQ0217
 GQ0217;                    North         East     Units Scale Factor Converg.
 GQ0217;SPC AZ W     -   571,138.270   192,710.518   MT  0.99993859   -0 08 07.3
 GQ0217;SPC AZ W     - 1,873,813.22    632,252.36   iFT  0.99993859   -0 08 07.3
 GQ0217;UTM  12      - 4,004,639.037   231,937.916   MT  1.00048548   -1 45 31.0
 GQ0217;UTM  11      - 4,004,753.270   771,757.101   MT  1.00051007   +1 46 58.4
 GQ0217
 GQ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0217!SPC AZ W     -   0.99994574  x   0.99993859  =   0.99988433
 GQ0217!UTM  12      -   0.99994574  x   1.00048548  =   1.00043119
 GQ0217!UTM  11      -   0.99994574  x   1.00051007  =   1.00045578
 GQ0217
 GQ0217:                Primary Azimuth Mark                     Grid Az
 GQ0217:SPC AZ W     -  A 102                                    000 04 46.3
 GQ0217:UTM  12      -  A 102                                    001 42 10.0
 GQ0217:UTM  11      -  A 102                                    358 09 40.6
 GQ0217
 GQ0217|---------------------------------------------------------------------|
 GQ0217| PID    Reference Object                     Distance      Geod. Az  |
 GQ0217|                                                           dddmmss.s |
 GQ0217| GQ0215 A 102                               APPROX. 0.7 KM 3595639.0 |
 GQ0217|---------------------------------------------------------------------|
 GQ0217
 GQ0217                          SUPERSEDED SURVEY CONTROL
 GQ0217
 GQ0217  NAD 83(1986)-  36 08 58.03020(N)    113 58 46.09433(W) AD(       ) 3
 GQ0217  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG    3  
 GQ0217
 GQ0217.Superseded values are not recommended for survey control.
 GQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0217.See file dsdata.txt to determine how the superseded data were derived.
 GQ0217
 GQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3193804639(NAD 83)
 GQ0217_MARKER: DS = TRIANGULATION STATION DISK
 GQ0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0217
 GQ0217  HISTORY     - Date     Condition        Report By
 GQ0217  HISTORY     - 1948     MONUMENTED       USGS
 GQ0217
 GQ0217                          STATION DESCRIPTION
 GQ0217
 GQ0217'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0217'LOCATED ABOUT 2.5 MI N. OF PIERCE FERRY LANDING.  ON EAST SIDE OF
 GQ0217'LAKE, ABOUT 100 FT. N. OF HIGH WATER MARK AT SOUTH END OF BROAD,
 GQ0217'FLAT RIDGE, ABOUT 40 FT. E. OF ABRUPT DROP OFF AT WEST EDGE OF
 GQ0217'RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GQ0217'
 GQ0217'TO REACH NOT GIVEN.
 GQ0217'
 GQ0217'STATION MARK--STANDARD TABLET STAMPED---A104 1948---, WELDED TO
 GQ0217'2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 GQ0217'
 GQ0217'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0075 ***********************************************************************
 GQ0075  DESIGNATION -  A 105
 GQ0075  PID         -  GQ0075
 GQ0075  STATE/COUNTY-  AZ/MOHAVE
 GQ0075  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0075
 GQ0075                         *CURRENT SURVEY CONTROL
 GQ0075  ___________________________________________________________________
 GQ0075* NAD 83(1992)-  36 08 40.23584(N)    113 59 31.66774(W)     ADJUSTED  
 GQ0075* NAVD 88     -       373.299  (meters)    1224.73   (feet)  POSTED    
 GQ0075  ___________________________________________________________________
 GQ0075  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 GQ0075  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GQ0075  DYNAMIC HT  -         372.920 (meters)    1223.49  (feet)  COMP
 GQ0075  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 GQ0075
 GQ0075  HORZ ORDER  -  THIRD
 GQ0075  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0075
 GQ0075.The horizontal coordinates were established by classical geodetic methods
 GQ0075.and adjusted by the National Geodetic Survey in August 1993.
 GQ0075
 GQ0075.The orthometric height was determined by differential leveling
 GQ0075.and adjusted by the  in 1992.
 GQ0075.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0075.rate of 0.0 thru 1.0 mm/km.
 GQ0075
 GQ0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0075
 GQ0075.The geoid height was determined by GEOID03.
 GQ0075
 GQ0075.The dynamic height is computed by dividing the NAVD 88
 GQ0075.geopotential number by the normal gravity value computed on the
 GQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0075.degrees latitude (g = 980.6199 gals.).
 GQ0075
 GQ0075.The modeled gravity was interpolated from observed gravity values.
 GQ0075
 GQ0075;                    North         East     Units Scale Factor Converg.
 GQ0075;SPC AZ W     -   570,592.337   191,570.005   MT  0.99993918   -0 08 34.1
 GQ0075;SPC AZ W     - 1,872,022.10    628,510.52   iFT  0.99993918   -0 08 34.1
 GQ0075;SPC NV E     - 8,155,876.740   343,197.893   MT  1.00015259   +0 56 19.3
 GQ0075;SPC NV E     -26,758,072.27  1,125,975.09   sFT  1.00015259   +0 56 19.3
 GQ0075;UTM  12      - 4,004,125.347   230,781.760   MT  1.00049314   -1 45 57.2
 GQ0075;UTM  11      - 4,004,169.137   770,634.864   MT  1.00050256   +1 46 30.7
 GQ0075
 GQ0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0075!SPC AZ W     -   0.99994564  x   0.99993918  =   0.99988482
 GQ0075!SPC NV E     -   0.99994564  x   1.00015259  =   1.00009822
 GQ0075!UTM  12      -   0.99994564  x   1.00049314  =   1.00043875
 GQ0075!UTM  11      -   0.99994564  x   1.00050256  =   1.00044817
 GQ0075
 GQ0075:                Primary Azimuth Mark                     Grid Az
 GQ0075:SPC AZ W     -  A 103                                    004 26 44.4
 GQ0075:SPC NV E     -  A 103                                    003 21 51.0
 GQ0075:UTM  12      -  A 103                                    006 04 07.5
 GQ0075:UTM  11      -  A 103                                    002 31 39.6
 GQ0075
 GQ0075|---------------------------------------------------------------------|
 GQ0075| PID    Reference Object                     Distance      Geod. Az  |
 GQ0075|                                                           dddmmss.s |
 GQ0075| GQ0216 A 103                               APPROX. 1.4 KM 0041810.3 |
 GQ0075|---------------------------------------------------------------------|
 GQ0075
 GQ0075                          SUPERSEDED SURVEY CONTROL
 GQ0075
 GQ0075  NAD 83(1986)-  36 08 40.22723(N)    113 59 31.66663(W) AD(       ) 3
 GQ0075  NGVD 29 (??/??/92)  372.621  (m)         1222.51   (f) ADJ UNCH    1 1
 GQ0075
 GQ0075.Superseded values are not recommended for survey control.
 GQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0075.See file dsdata.txt to determine how the superseded data were derived.
 GQ0075
 GQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3078204125(NAD 83)
 GQ0075_MARKER: DS = TRIANGULATION STATION DISK
 GQ0075_SETTING: 80 = SET IN A BOULDER
 GQ0075_SP_SET: BOULDER
 GQ0075_STAMPING: A 105 1948
 GQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0075+STABILITY: SURFACE MOTION
 GQ0075
 GQ0075  HISTORY     - Date     Condition        Report By
 GQ0075  HISTORY     - 1948     MONUMENTED       USGS
 GQ0075  HISTORY     - 1950     GOOD             NGS
 GQ0075
 GQ0075                          STATION DESCRIPTION
 GQ0075
 GQ0075'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0075'LOCATED ABOUT 1.9 MI N. OF PIERCE FERRY LANDING.  ON WEST SIDE OF
 GQ0075'LAKE, AT EAST END OF RIDGE, ABOUT LEVEL WITH HIGH WATER MARK.
 GQ0075'
 GQ0075'TO REACH NOT GIVEN.
 GQ0075'
 GQ0075'STATION MARK--STANDARD TABLET STAMPED---A105 1948---, CEMENTED IN
 GQ0075'ROCK OUTCROP.
 GQ0075'
 GQ0075'RMS--NONE SET.
 GQ0075
 GQ0075                          STATION RECOVERY (1950)
 GQ0075
 GQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GQ0075'3.9 MI N FROM PIERCES FERRY.
 GQ0075'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0075'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0075'THENCE 3.4 MILES NORTH ALONG THE SHORE OF LAKE MEAD, IN THE TOP OF A
 GQ0075'BOULDER, ON THE TOP OF A RIDGE FORMING THE NORTH AND SOUTH SIDES OF
 GQ0075'TWO BAYS, DIRECTLY ACROSS THE LAKE FROM THE MOUTH OF THE COLORADO
 GQ0075'RIVER, ABOUT 30 FEET ABOVE THE HIGH WATER MARK OF THE LAKE, ABOUT 22
 GQ0075'FEET WEST OF A POINT WHERE THE RIDGE STARTS DESCENDING TO THE LAKE,
 GQ0075'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0073 ***********************************************************************
 GQ0073  DESIGNATION -  A 106
 GQ0073  PID         -  GQ0073
 GQ0073  STATE/COUNTY-  AZ/MOHAVE
 GQ0073  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0073
 GQ0073                         *CURRENT SURVEY CONTROL
 GQ0073  ___________________________________________________________________
 GQ0073* NAD 83(1992)-  36 07 58.96539(N)    113 59 23.48027(W)     ADJUSTED  
 GQ0073* NAVD 88     -       381.807  (meters)    1252.65   (feet)  POSTED    
 GQ0073  ___________________________________________________________________
 GQ0073  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 GQ0073  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0073  DYNAMIC HT  -         381.420 (meters)    1251.38  (feet)  COMP
 GQ0073  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 GQ0073
 GQ0073  HORZ ORDER  -  THIRD
 GQ0073  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0073
 GQ0073.The horizontal coordinates were established by classical geodetic methods
 GQ0073.and adjusted by the National Geodetic Survey in August 1993.
 GQ0073
 GQ0073.The orthometric height was determined by differential leveling
 GQ0073.and adjusted by the  in 1992.
 GQ0073.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0073.rate of 0.0 thru 1.0 mm/km.
 GQ0073
 GQ0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0073
 GQ0073.The geoid height was determined by GEOID03.
 GQ0073
 GQ0073.The dynamic height is computed by dividing the NAVD 88
 GQ0073.geopotential number by the normal gravity value computed on the
 GQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0073.degrees latitude (g = 980.6199 gals.).
 GQ0073
 GQ0073.The modeled gravity was interpolated from observed gravity values.
 GQ0073
 GQ0073;                    North         East     Units Scale Factor Converg.
 GQ0073;SPC AZ W     -   569,319.846   191,771.536   MT  0.99993907   -0 08 29.2
 GQ0073;SPC AZ W     - 1,867,847.26    629,171.71   iFT  0.99993907   -0 08 29.2
 GQ0073;UTM  12      - 4,002,846.951   230,947.265   MT  1.00049204   -1 45 50.6
 GQ0073;UTM  11      - 4,002,903.388   770,879.003   MT  1.00050420   +1 46 33.8
 GQ0073
 GQ0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0073!SPC AZ W     -   0.99994430  x   0.99993907  =   0.99988338
 GQ0073!UTM  12      -   0.99994430  x   1.00049204  =   1.00043632
 GQ0073!UTM  11      -   0.99994430  x   1.00050420  =   1.00044848
 GQ0073
 GQ0073:                Primary Azimuth Mark                     Grid Az
 GQ0073:SPC AZ W     -  A 115                                    182 09 50.5
 GQ0073:UTM  12      -  A 115                                    183 47 11.9
 GQ0073:UTM  11      -  A 115                                    180 14 47.5
 GQ0073
 GQ0073|---------------------------------------------------------------------|
 GQ0073| PID    Reference Object                     Distance      Geod. Az  |
 GQ0073|                                                           dddmmss.s |
 GQ0073| GQ0226 A 115                               APPROX. 1.8 KM 1820121.3 |
 GQ0073|---------------------------------------------------------------------|
 GQ0073
 GQ0073                          SUPERSEDED SURVEY CONTROL
 GQ0073
 GQ0073  NAD 83(1986)-  36 07 58.95662(N)    113 59 23.47914(W) AD(       ) 3
 GQ0073  NGVD 29 (??/??/92)  381.127  (m)         1250.41   (f) ADJ UNCH    1 1
 GQ0073
 GQ0073.Superseded values are not recommended for survey control.
 GQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0073.See file dsdata.txt to determine how the superseded data were derived.
 GQ0073
 GQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3094702847(NAD 83)
 GQ0073_MARKER: DS = TRIANGULATION STATION DISK
 GQ0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0073_STAMPING: A 106 1948
 GQ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0073+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 GQ0073
 GQ0073  HISTORY     - Date     Condition        Report By
 GQ0073  HISTORY     - 1948     MONUMENTED       USGS
 GQ0073  HISTORY     - 1950     GOOD             NGS
 GQ0073  HISTORY     - 20071110 GOOD             GEOCAC
 GQ0073
 GQ0073                          STATION DESCRIPTION
 GQ0073
 GQ0073'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0073'LOCATED ABOUT 1.1 MI N. OF PIERCE FERRY LANDING.  ABOUT 175 FT. W.
 GQ0073'OF HIGH WATER MARK AT EAST END OF RIDGE, ABOUT 25 FT. ABOVE HIGH
 GQ0073'WATER MARK.
 GQ0073'
 GQ0073'TO REACH NOT GIVEN.
 GQ0073'
 GQ0073'STATION MARK--STANDARD TABLET STAMPED---A106 1948---, WELDED TO
 GQ0073'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 GQ0073'
 GQ0073'RMS--NONE SET.
 GQ0073
 GQ0073                          STATION RECOVERY (1950)
 GQ0073
 GQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GQ0073'2.2 MI N FROM PIERCES FERRY.
 GQ0073'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0073'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0073'THENCE 1.7 MILES NORTH ALONG THE SHORE OF LAKE MEAD, ON THE TOP OF A
 GQ0073'SLIGHT RISE ON THE TOP OF LONG NARROW EAST-WEST RIDGE, ABOUT 250 YARDS
 GQ0073'WEST OF A SMALL ROCKY ISLAND, ABOUT 46 YARDS WEST OF A POINT WHERE THE
 GQ0073'RIDGE STARTS A SHARP DESCENT TO THE LAKE, AND WELDED ON THE TOP OF A 2
 GQ0073'1/2 INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE GROUND.
 GQ0073
 GQ0073                          STATION RECOVERY (2007)
 GQ0073
 GQ0073'RECOVERY NOTE BY GEOCACHING 2007 (ML)
 GQ0073'MARK IS ON THE BLUFF JUST WEST OF THE RECENTLY FORMED PEARCE FERRY
 GQ0073'RAPID ON THE COLORADO RIVER.  A FAIR PORTAGE TRAIL DROPS DOWN
 GQ0073'NORTHERLY FROM 'SEISMOGRAPH', PID GR0407 AND FOLLOWS THE SHORELINE
 GQ0073'ELEVATION OF THE FORMALLY PERCHED, NOW DRY AND TAMARISK INFESTED,
 GQ0073'PEARCE FERRY BAY. NORMAL SPELLING FOR THIS GENERAL AREA IS 'PEARCE'
 GQ0073'FROM THE NAME OF THE ORIGINAL FERRY OPERATOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1052 ***********************************************************************
 DU1052  DESIGNATION -  A 107
 DU1052  PID         -  DU1052
 DU1052  STATE/COUNTY-  AZ/PINAL
 DU1052  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1052
 DU1052                         *CURRENT SURVEY CONTROL
 DU1052  ___________________________________________________________________
 DU1052* NAD 83(1986)-  33 23 18.     (N)    111 30 15.     (W)     SCALED    
 DU1052* NAVD 88     -       518.096  (meters)    1699.79   (feet)  ADJUSTED  
 DU1052  ___________________________________________________________________
 DU1052  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1052  DYNAMIC HT  -         517.463 (meters)    1697.71  (feet)  COMP
 DU1052  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 DU1052
 DU1052  VERT ORDER  -  FIRST     CLASS II
 DU1052
 DU1052.The horizontal coordinates were scaled from a topographic map and have
 DU1052.an estimated accuracy of +/- 6 seconds.
 DU1052
 DU1052.The orthometric height was determined by differential leveling
 DU1052.and adjusted in June 1991.
 DU1052
 DU1052.The geoid height was determined by GEOID03.
 DU1052
 DU1052.The dynamic height is computed by dividing the NAVD 88
 DU1052.geopotential number by the normal gravity value computed on the
 DU1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1052.degrees latitude (g = 980.6199 gals.).
 DU1052
 DU1052.The modeled gravity was interpolated from observed gravity values.
 DU1052
 DU1052;                    North         East    Units  Estimated Accuracy
 DU1052;SPC AZ C     -   264,890.      251,740.      MT  (+/- 180 meters Scaled)
 DU1052
 DU1052                          SUPERSEDED SURVEY CONTROL
 DU1052
 DU1052  NGVD 29 (??/??/92)  517.496  (m)         1697.82   (f) ADJ UNCH    1 2
 DU1052
 DU1052.Superseded values are not recommended for survey control.
 DU1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1052.See file dsdata.txt to determine how the superseded data were derived.
 DU1052
 DU1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB531944(NAD 83)
 DU1052_MARKER: DB = BENCH MARK DISK
 DU1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1052_STAMPING: A-107 1935
 DU1052_PROJECTION: PROJECTING 28 CENTIMETERS
 DU1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1052+STABILITY: SURFACE MOTION
 DU1052
 DU1052  HISTORY     - Date     Condition        Report By
 DU1052  HISTORY     - 1935     MONUMENTED       CGS
 DU1052  HISTORY     - 1967     GOOD             NGS
 DU1052  HISTORY     - 1975     GOOD             AZDT
 DU1052  HISTORY     - 1981     GOOD             NGS
 DU1052  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1052
 DU1052                          STATION DESCRIPTION
 DU1052
 DU1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU1052'3.2 MI SE FROM APACHE JUNCTION.
 DU1052'3.2 MI SE ALONG U.S. HWY NO. 60.  NEAR AN OLD DIRT CROSS ROAD, 55 FEET
 DU1052'N OF THE CROSS ROAD.  0.4 MI W OF A CONCRETE BRIDGE, 0.1 MI E OF A
 DU1052'CONCRETE CULVERT, AND 61 FEET S OF THE CENTERLINE OF THE HIGHWAY.
 DU1052
 DU1052                          STATION RECOVERY (1967)
 DU1052
 DU1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1052'RECOVERED IN GOOD CONDITION.
 DU1052
 DU1052                          STATION RECOVERY (1975)
 DU1052
 DU1052'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1052'FROM MILEPOST 199, U.S. 60, 70, AND 80, WEST ON THE HIGHWAY FOR 0.05
 DU1052'MILES AND TO THE STATION ON THE LEFT.  35 FT. NORTH OF THE SOUTH R/W
 DU1052'FENCE.  40 FT. SOUTH OF THE SOUTH EDGE OF THE EAST BOUND LANE.  A USC
 DU1052'AND GS BENCH MARK BRASS CAP, SET IN A SQUARE 10 IN. CONCRETE MONUMENT,
 DU1052'UP 1.0 FT.
 DU1052
 DU1052                          STATION RECOVERY (1981)
 DU1052
 DU1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1052'5.1 KILOMETERS (3.2 MILES) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM ITS
 DU1052'JUNCTION WITH STATE HIGHWAY 88 AT APACHE JUNCTION, 0.5 KILOMETER
 DU1052'(0.3 MILE) NORTHWEST OF MOUNTAIN VIEW ROAD, 19.1 METERS (62.8 FEET)
 DU1052'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND HIGHWAY LANES, 84.0
 DU1052'METERS (275.5 FEET) NORTH OF HIGHWAY MILEPOST 199, 25.3 METERS (83.0
 DU1052'FEET) NORTH OF THE TOP CENTER OF THE SOUTHWEST END OF A 60 CENTIMETER
 DU1052'(24 INCH) CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 12.7 METERS
 DU1052'(41.8 FEET) EAST OF THE SECOND POWER POLE NORTHWEST OF A POWER LINE
 DU1052'SPUR CROSSING THE HIGHWAY, AND 11.5 METERS (37.7 FEET) NORTHEAST OF
 DU1052'THE RIGHT-OF-WAY FENCE. NOTE DISK HAS BEEN HAMMERED UPON SO THAT THE
 DU1052'STAMPING IS SLIGHTLY MUTILATED BUT LEGIBLE.  ALSO, THE DISK IS TILTED
 DU1052'BUT APPEARS TO HAVE BEEN SET THIS WAY.
 DU1052'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DU1052
 DU1052                          STATION RECOVERY (2008)
 DU1052
 DU1052'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1052'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE MARK
 DU1052'APPEARS TO BE INSIDE A FENCED YARD CONTROLLED BY THE ARIZONA STATE
 DU1052'HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0218 ***********************************************************************
 GQ0218  DESIGNATION -  A 107
 GQ0218  PID         -  GQ0218
 GQ0218  STATE/COUNTY-  AZ/MOHAVE
 GQ0218  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0218
 GQ0218                         *CURRENT SURVEY CONTROL
 GQ0218  ___________________________________________________________________
 GQ0218* NAD 83(1992)-  36 08 08.43609(N)    113 56 54.94037(W)     ADJUSTED  
 GQ0218* NAVD 88     -       451.7    (meters)    1482.     (feet)  VERTCON   
 GQ0218  ___________________________________________________________________
 GQ0218  LAPLACE CORR-          10.57  (seconds)                    DEFLEC99
 GQ0218  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 GQ0218  HORZ ORDER  -  THIRD
 GQ0218
 GQ0218.The horizontal coordinates were established by classical geodetic methods
 GQ0218.and adjusted by the National Geodetic Survey in August 1993.
 GQ0218
 GQ0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0218
 GQ0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0218
 GQ0218.The geoid height was determined by GEOID03.
 GQ0218
 GQ0218;                    North         East     Units Scale Factor Converg.
 GQ0218;SPC AZ W     -   569,603.360   195,485.885   MT  0.99993727   -0 07 01.6
 GQ0218;SPC AZ W     - 1,868,777.43    641,357.89   iFT  0.99993727   -0 07 01.6
 GQ0218;UTM  12      - 4,003,025.269   234,670.169   MT  1.00046752   -1 44 23.3
 GQ0218;UTM  11      - 4,003,311.268   774,583.928   MT  1.00052910   +1 48 01.9
 GQ0218
 GQ0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0218!SPC AZ W     -   0.99993331  x   0.99993727  =   0.99987059
 GQ0218!UTM  12      -   0.99993331  x   1.00046752  =   1.00040080
 GQ0218!UTM  11      -   0.99993331  x   1.00052910  =   1.00046238
 GQ0218
 GQ0218:                Primary Azimuth Mark                     Grid Az
 GQ0218:SPC AZ W     -  A 111                                    213 44 18.7
 GQ0218:UTM  12      -  A 111                                    215 21 40.4
 GQ0218:UTM  11      -  A 111                                    211 49 15.2
 GQ0218
 GQ0218|---------------------------------------------------------------------|
 GQ0218| PID    Reference Object                     Distance      Geod. Az  |
 GQ0218|                                                           dddmmss.s |
 GQ0218| GQ0222 A 111                               APPROX. 1.0 KM 2133717.1 |
 GQ0218|---------------------------------------------------------------------|
 GQ0218
 GQ0218                          SUPERSEDED SURVEY CONTROL
 GQ0218
 GQ0218  NAD 83(1986)-  36 08 08.42730(N)    113 56 54.93844(W) AD(       ) 3
 GQ0218  NGVD 29 (06/27/88)  451.0    (m)         1480.     (f) VERT ANG    3  
 GQ0218
 GQ0218.Superseded values are not recommended for survey control.
 GQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0218.See file dsdata.txt to determine how the superseded data were derived.
 GQ0218
 GQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3467003025(NAD 83)
 GQ0218_MARKER: DS = TRIANGULATION STATION DISK
 GQ0218_SETTING: 80 = SET IN A BOULDER
 GQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0218+STABILITY: SURFACE MOTION
 GQ0218
 GQ0218  HISTORY     - Date     Condition        Report By
 GQ0218  HISTORY     - 1948     MONUMENTED       USGS
 GQ0218
 GQ0218                          STATION DESCRIPTION
 GQ0218
 GQ0218'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0218'LOCATED ABOUT 3.2 MI NE. OF PIERCE FERRY LANDING.  ON NORTH SIDE
 GQ0218'OF LAKE AT BEGINNING OF LOWER GRANITE GORGE, AT JCT. OF THREE
 GQ0218'RIDGES, ABOUT 250 FT. ABOVE HIGH WATER MARK.
 GQ0218'
 GQ0218'TO REACH NOT GIVEN.
 GQ0218'
 GQ0218'STATION MARK--STANDARD TABLET STAMPED---A107 1948---, CEMENTED IN
 GQ0218'BOULDER IN PLACE.
 GQ0218'
 GQ0218'RMS--NONE SET.
 GQ0218'
 GQ0218'NOTE--FAIRCHILD STATION, DRILL HOLE IN ROCK, DESIGNATED AS
 GQ0218'C293, 6.94 FT. W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0262 ***********************************************************************
 DU0262  DESIGNATION -  A 108
 DU0262  PID         -  DU0262
 DU0262  STATE/COUNTY-  AZ/GILA
 DU0262  USGS QUAD   -  PINAL RANCH (1979)
 DU0262
 DU0262                         *CURRENT SURVEY CONTROL
 DU0262  ___________________________________________________________________
 DU0262* NAD 83(1986)-  33 20 43.     (N)    110 59 43.     (W)     SCALED    
 DU0262* NAVD 88     -      1375.32   (+/-2cm)    4512.2    (feet)  VERTCON   
 DU0262  ___________________________________________________________________
 DU0262  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DU0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0262
 DU0262.The horizontal coordinates were scaled from a topographic map and have
 DU0262.an estimated accuracy of +/- 6 seconds.
 DU0262
 DU0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0262.The vertical order pertains to the NGVD 29 superseded value.
 DU0262
 DU0262.The geoid height was determined by GEOID03.
 DU0262
 DU0262;                    North         East    Units  Estimated Accuracy
 DU0262;SPC AZ E     -   260,350.      136,230.      MT  (+/- 180 meters Scaled)
 DU0262
 DU0262                          SUPERSEDED SURVEY CONTROL
 DU0262
 DU0262  NGVD 29 (??/??/92) 1374.570  (m)         4509.74   (f) ADJ UNCH    2 0
 DU0262
 DU0262.Superseded values are not recommended for survey control.
 DU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0262.See file dsdata.txt to determine how the superseded data were derived.
 DU0262
 DU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB004895(NAD 83)
 DU0262_MARKER: DB = BENCH MARK DISK
 DU0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0262_STAMPING: A-108 1935
 DU0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0262+STABILITY: SURFACE MOTION
 DU0262
 DU0262  HISTORY     - Date     Condition        Report By
 DU0262  HISTORY     - 1935     MONUMENTED       CGS
 DU0262  HISTORY     - 20060115 MARK NOT FOUND   USPSQD
 DU0262  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU0262
 DU0262                          STATION DESCRIPTION
 DU0262
 DU0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0262'10.5 MI SW FROM MIAMI.
 DU0262'10.5 MI S.W. ALONG U.S. HWY NO. 60, (9.7 MI N.E. OF SUPERIOR) AT THE
 DU0262'PINAL RANCH, ABOUT 0.2 MI E OF THE GILA-PINAL COUNTY LINE, 135 FT N OF
 DU0262'THE RANCH HOUSE, 31 FT N OF THE CENTERLINE OF THE HWY, 10 FT W OF A N
 DU0262'AND S FENCE LINE, AND 1 FT S OF THE RIGHT OF WAY FENCE.
 DU0262
 DU0262                          STATION RECOVERY (2006)
 DU0262
 DU0262'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0262'MARK NOT FOUND.  NEW HOUSE WITH REGUARDED YARD AND MASONRY PERIMETER
 DU0262'WALL WHERE DESCRIPTION OF MARK SHOULD BE.
 DU0262
 DU0262                          STATION RECOVERY (2007)
 DU0262
 DU0262'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0262'A HOUSE HAS BEEN BUILT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0219 ***********************************************************************
 GQ0219  DESIGNATION -  A 108
 GQ0219  PID         -  GQ0219
 GQ0219  STATE/COUNTY-  AZ/MOHAVE
 GQ0219  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0219
 GQ0219                         *CURRENT SURVEY CONTROL
 GQ0219  ___________________________________________________________________
 GQ0219* NAD 83(1992)-  36 08 15.38614(N)    113 57 40.49698(W)     ADJUSTED  
 GQ0219* NAVD 88     -       384.7    (meters)    1262.     (feet)  VERTCON   
 GQ0219  ___________________________________________________________________
 GQ0219  LAPLACE CORR-           9.00  (seconds)                    DEFLEC99
 GQ0219  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 GQ0219  HORZ ORDER  -  THIRD
 GQ0219
 GQ0219.The horizontal coordinates were established by classical geodetic methods
 GQ0219.and adjusted by the National Geodetic Survey in August 1993.
 GQ0219
 GQ0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0219
 GQ0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0219
 GQ0219.The geoid height was determined by GEOID03.
 GQ0219
 GQ0219;                    North         East     Units Scale Factor Converg.
 GQ0219;SPC AZ W     -   569,819.967   194,347.396   MT  0.99993779   -0 07 28.5
 GQ0219;SPC AZ W     - 1,869,488.08    637,622.69   iFT  0.99993779   -0 07 28.5
 GQ0219;UTM  12      - 4,003,274.162   233,537.665   MT  1.00047495   -1 44 50.5
 GQ0219;UTM  11      - 4,003,489.760   773,438.155   MT  1.00052136   +1 47 35.3
 GQ0219
 GQ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0219!SPC AZ W     -   0.99994384  x   0.99993779  =   0.99988163
 GQ0219!UTM  12      -   0.99994384  x   1.00047495  =   1.00041876
 GQ0219!UTM  11      -   0.99994384  x   1.00052136  =   1.00046517
 GQ0219
 GQ0219:                Primary Azimuth Mark                     Grid Az
 GQ0219:SPC AZ W     -  A 110                                    235 15 11.6
 GQ0219:UTM  12      -  A 110                                    236 52 33.6
 GQ0219:UTM  11      -  A 110                                    233 20 07.8
 GQ0219
 GQ0219|---------------------------------------------------------------------|
 GQ0219| PID    Reference Object                     Distance      Geod. Az  |
 GQ0219|                                                           dddmmss.s |
 GQ0219| GQ0221 A 110                               APPROX. 2.0 KM 2350743.1 |
 GQ0219|---------------------------------------------------------------------|
 GQ0219
 GQ0219                          SUPERSEDED SURVEY CONTROL
 GQ0219
 GQ0219  NAD 83(1986)-  36 08 15.37740(N)    113 57 40.49543(W) AD(       ) 3
 GQ0219  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG    3  
 GQ0219
 GQ0219.Superseded values are not recommended for survey control.
 GQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0219.See file dsdata.txt to determine how the superseded data were derived.
 GQ0219
 GQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3353803274(NAD 83)
 GQ0219_MARKER: DS = TRIANGULATION STATION DISK
 GQ0219_SETTING: 80 = SET IN A BOULDER
 GQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0219+STABILITY: SURFACE MOTION
 GQ0219
 GQ0219  HISTORY     - Date     Condition        Report By
 GQ0219  HISTORY     - 1948     MONUMENTED       USGS
 GQ0219
 GQ0219                          STATION DESCRIPTION
 GQ0219
 GQ0219'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0219'LOCATED ABOUT 2.5 MI NE. OF PIERCE FERRY LANDING.  ON NORTH SIDE
 GQ0219'OF LAKE, ABOUT 120 FT. N. OF HIGH WAER MARK AT SOUTH END OF HIGH,
 GQ0219'BROAD RIDGE, ABOUT 45 FT. ABOVE HIGH WATER MARK.
 GQ0219'
 GQ0219'TO REACH NOT GIVEN.
 GQ0219'
 GQ0219'STATION MARK--STANDARD TABLET STAMPED---A108 1948---, CEMENTED IN
 GQ0219'TOP OF BOULDER IN PLACE.
 GQ0219'
 GQ0219'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0173 ***********************************************************************
 DU0173  DESIGNATION -  A 109
 DU0173  PID         -  DU0173
 DU0173  STATE/COUNTY-  AZ/GILA
 DU0173  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0173
 DU0173                         *CURRENT SURVEY CONTROL
 DU0173  ___________________________________________________________________
 DU0173* NAD 83(1986)-  33 26 08.     (N)    110 29 45.     (W)     SCALED    
 DU0173* NAVD 88     -       892.505  (meters)    2928.16   (feet)  ADJUSTED  
 DU0173  ___________________________________________________________________
 DU0173  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DU0173  DYNAMIC HT  -         891.314 (meters)    2924.25  (feet)  COMP
 DU0173  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 DU0173
 DU0173  VERT ORDER  -  SECOND    CLASS 0
 DU0173
 DU0173.The horizontal coordinates were scaled from a topographic map and have
 DU0173.an estimated accuracy of +/- 6 seconds.
 DU0173
 DU0173.The orthometric height was determined by differential leveling
 DU0173.and adjusted in June 1991.
 DU0173
 DU0173.The geoid height was determined by GEOID03.
 DU0173
 DU0173.The dynamic height is computed by dividing the NAVD 88
 DU0173.geopotential number by the normal gravity value computed on the
 DU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0173.degrees latitude (g = 980.6199 gals.).
 DU0173
 DU0173.The modeled gravity was interpolated from observed gravity values.
 DU0173
 DU0173;                    North         East    Units  Estimated Accuracy
 DU0173;SPC AZ E     -   270,100.      182,750.      MT  (+/- 180 meters Scaled)
 DU0173
 DU0173                          SUPERSEDED SURVEY CONTROL
 DU0173
 DU0173  NGVD 29 (??/??/92)  891.902  (m)         2926.18   (f) ADJ UNCH    2 0
 DU0173
 DU0173.Superseded values are not recommended for survey control.
 DU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0173.See file dsdata.txt to determine how the superseded data were derived.
 DU0173
 DU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB468996(NAD 83)
 DU0173_MARKER: DB = BENCH MARK DISK
 DU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0173_STAMPING: A 109 1935
 DU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0173+STABILITY: SURFACE MOTION
 DU0173
 DU0173  HISTORY     - Date     Condition        Report By
 DU0173  HISTORY     - 1935     MONUMENTED       CGS
 DU0173
 DU0173                          STATION DESCRIPTION
 DU0173
 DU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0173'7.4 MI NW FROM SAN CARLOS.
 DU0173'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0173'THENCE 5.1 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, 0.5 MILE
 DU0173'NORTHWEST OF A FENCE CROSSING SEVEN MILE WASH AND RUNNING NORTH INTO
 DU0173'SYCAMORE CREEK CANYON, AT THE MIDDLE OF THE WASH, AT A BROAD OPEN
 DU0173'MEADOW ABOUT 100 YARDS NORTHEAST OF THE CENTERLINE OF A CREEK AT THE
 DU0173'SOUTHWEST SIDE OF THE WASH, BETWEEN TWO ROADS.  A STANDARD DISK
 DU0173'STAMPED A 109 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0220 ***********************************************************************
 GQ0220  DESIGNATION -  A 109
 GQ0220  PID         -  GQ0220
 GQ0220  STATE/COUNTY-  AZ/MOHAVE
 GQ0220  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0220
 GQ0220                         *CURRENT SURVEY CONTROL
 GQ0220  ___________________________________________________________________
 GQ0220* NAD 83(1992)-  36 08 03.38599(N)    113 57 14.01410(W)     ADJUSTED  
 GQ0220* NAVD 88     -       372.7    (meters)    1223.     (feet)  VERTCON   
 GQ0220  ___________________________________________________________________
 GQ0220  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 GQ0220  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 GQ0220  HORZ ORDER  -  THIRD
 GQ0220
 GQ0220.The horizontal coordinates were established by classical geodetic methods
 GQ0220.and adjusted by the National Geodetic Survey in August 1993.
 GQ0220
 GQ0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0220
 GQ0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0220
 GQ0220.The geoid height was determined by GEOID03.
 GQ0220
 GQ0220;                    North         East     Units Scale Factor Converg.
 GQ0220;SPC AZ W     -   569,448.700   195,008.699   MT  0.99993748   -0 07 12.8
 GQ0220;SPC AZ W     - 1,868,270.01    639,792.32   iFT  0.99993748   -0 07 12.8
 GQ0220;UTM  12      - 4,002,884.109   234,188.538   MT  1.00047068   -1 44 34.3
 GQ0220;UTM  11      - 4,003,140.626   774,111.906   MT  1.00052591   +1 47 50.4
 GQ0220
 GQ0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0220!SPC AZ W     -   0.99994571  x   0.99993748  =   0.99988320
 GQ0220!UTM  12      -   0.99994571  x   1.00047068  =   1.00041637
 GQ0220!UTM  11      -   0.99994571  x   1.00052591  =   1.00047160
 GQ0220
 GQ0220:                Primary Azimuth Mark                     Grid Az
 GQ0220:SPC AZ W     -  A 111                                    186 29 31.2
 GQ0220:UTM  12      -  A 111                                    188 06 52.7
 GQ0220:UTM  11      -  A 111                                    184 34 28.0
 GQ0220
 GQ0220|---------------------------------------------------------------------|
 GQ0220| PID    Reference Object                     Distance      Geod. Az  |
 GQ0220|                                                           dddmmss.s |
 GQ0220| GQ0222 A 111                               APPROX. 0.7 KM 1862218.4 |
 GQ0220|---------------------------------------------------------------------|
 GQ0220
 GQ0220                          SUPERSEDED SURVEY CONTROL
 GQ0220
 GQ0220  NAD 83(1986)-  36 08 03.37720(N)    113 57 14.01248(W) AD(       ) 3
 GQ0220  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG    3  
 GQ0220
 GQ0220.Superseded values are not recommended for survey control.
 GQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0220.See file dsdata.txt to determine how the superseded data were derived.
 GQ0220
 GQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3418902884(NAD 83)
 GQ0220_MARKER: DS = TRIANGULATION STATION DISK
 GQ0220_SETTING: 80 = SET IN A BOULDER
 GQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0220+STABILITY: SURFACE MOTION
 GQ0220
 GQ0220  HISTORY     - Date     Condition        Report By
 GQ0220  HISTORY     - 1948     MONUMENTED       USGS
 GQ0220
 GQ0220                          STATION DESCRIPTION
 GQ0220
 GQ0220'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0220'LOCATED ABOUT 3 MI NE. OF PIERCE FERRY LANDING, ON STEEP RIDGE.
 GQ0220'ON NORTH SIDE OF LAKE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GQ0220'
 GQ0220'TO REACH NOT GIVEN.
 GQ0220'
 GQ0220'STATION MARK--STANDARD TABLET STAMPED---A109 1948---, CEMENTED IN
 GQ0220'TOP OF BOULDER IN PLACE.
 GQ0220'
 GQ0220'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1479 ***********************************************************************
 GR1479  DESIGNATION -  A 11
 GR1479  PID         -  GR1479
 GR1479  STATE/COUNTY-  AZ/MOHAVE
 GR1479  USGS QUAD   -  BOULDER CANYON (1983)
 GR1479
 GR1479                         *CURRENT SURVEY CONTROL
 GR1479  ___________________________________________________________________
 GR1479* NAD 83(1992)-  36 07 39.68930(N)    114 37 07.19796(W)     ADJUSTED  
 GR1479* NAVD 88     -       396.7    (meters)    1302.     (feet)  VERTCON   
 GR1479  ___________________________________________________________________
 GR1479  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 GR1479  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1479  HORZ ORDER  -  THIRD
 GR1479
 GR1479.The horizontal coordinates were established by classical geodetic methods
 GR1479.and adjusted by the National Geodetic Survey in August 1993.
 GR1479
 GR1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1479
 GR1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1479
 GR1479.The geoid height was determined by GEOID03.
 GR1479
 GR1479;                    North         East     Units Scale Factor Converg.
 GR1479;SPC AZ W     -   569,048.584   135,168.610   MT  1.00000864   -0 30 43.8
 GR1479;SPC AZ W     - 1,866,957.30    443,466.57   iFT  1.00000864   -0 30 43.8
 GR1479;SPC NV E     - 8,153,268.714   286,830.101   MT  0.99999287   +0 34 07.6
 GR1479;SPC NV E     -26,749,515.77    941,041.76   sFT  0.99999287   +0 34 07.6
 GR1479;UTM  11      - 4,000,737.945   714,296.404   MT  1.00016587   +1 24 16.3
 GR1479
 GR1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1479!SPC AZ W     -   0.99994212  x   1.00000864  =   0.99995076
 GR1479!SPC NV E     -   0.99994212  x   0.99999287  =   0.99993499
 GR1479!UTM  11      -   0.99994212  x   1.00016587  =   1.00010798
 GR1479
 GR1479:                Primary Azimuth Mark                     Grid Az
 GR1479:SPC AZ W     -  A 12                                     071 01 48.8
 GR1479:SPC NV E     -  A 12                                     069 56 57.4
 GR1479:UTM  11      -  A 12                                     069 06 48.7
 GR1479
 GR1479|---------------------------------------------------------------------|
 GR1479| PID    Reference Object                     Distance      Geod. Az  |
 GR1479|                                                           dddmmss.s |
 GR1479| GR1480 A 12                                447.717 METERS 0703105.0 |
 GR1479| GR1478 A 10                                473.376 METERS 3183713.9 |
 GR1479|---------------------------------------------------------------------|
 GR1479
 GR1479                          SUPERSEDED SURVEY CONTROL
 GR1479
 GR1479  NAD 83(1986)-  36 07 39.67577(N)    114 37 07.18857(W) AD(       ) 3
 GR1479  NGVD 29 (06/27/88)  396.0    (m)         1299.     (f) VERT ANG    3  
 GR1479
 GR1479.Superseded values are not recommended for survey control.
 GR1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1479.See file dsdata.txt to determine how the superseded data were derived.
 GR1479
 GR1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1429600738(NAD 83)
 GR1479_MARKER: DS = TRIANGULATION STATION DISK
 GR1479_SETTING: 66 = SET IN ROCK OUTCROP
 GR1479_SP_SET: SET IN BEDROCK
 GR1479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1479+STABILITY: POSITION/ELEVATION WELL
 GR1479
 GR1479  HISTORY     - Date     Condition        Report By
 GR1479  HISTORY     - 1948     MONUMENTED       USGS
 GR1479
 GR1479                          STATION DESCRIPTION
 GR1479
 GR1479'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1479'LOCATED ABOUT 2.7 MI E. OF BEACON ISLAND, ABOUT 0.5 MI SW. OF
 GR1479'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON TOP OF HIGH, PROMINENT
 GR1479'POINT, ABOUT 225 FT. ABOVE HIGH WATER MARK.
 GR1479'
 GR1479'TO REACH NOT GIVEN.
 GR1479'
 GR1479'STATION MARK--STANDARD TABLET STAMPED---A11 1948---, CEMENTED IN
 GR1479'BEDROCK.
 GR1479'
 GR1479'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0442 ***********************************************************************
 DA0442  DESIGNATION -  A 110
 DA0442  PID         -  DA0442
 DA0442  STATE/COUNTY-  AZ/PIMA
 DA0442  USGS QUAD   -  KINO PEAK (1990)
 DA0442
 DA0442                         *CURRENT SURVEY CONTROL
 DA0442  ___________________________________________________________________
 DA0442* NAD 83(1986)-  32 01 59.     (N)    112 57 22.     (W)     SCALED    
 DA0442* NAVD 88     -       445.30   (+/-2cm)    1461.0    (feet)  VERTCON   
 DA0442  ___________________________________________________________________
 DA0442  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0442
 DA0442.The horizontal coordinates were scaled from a topographic map and have
 DA0442.an estimated accuracy of +/- 6 seconds.
 DA0442
 DA0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0442.The vertical order pertains to the NGVD 29 superseded value.
 DA0442
 DA0442.The geoid height was determined by GEOID03.
 DA0442
 DA0442;                    North         East    Units  Estimated Accuracy
 DA0442;SPC AZ C     -   115,000.      115,180.      MT  (+/- 180 meters Scaled)
 DA0442
 DA0442                          SUPERSEDED SURVEY CONTROL
 DA0442
 DA0442  NGVD 29 (??/??/92)  444.588  (m)         1458.62   (f) ADJ UNCH    2 0
 DA0442
 DA0442.Superseded values are not recommended for survey control.
 DA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0442.See file dsdata.txt to determine how the superseded data were derived.
 DA0442
 DA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA152457(NAD 83)
 DA0442_MARKER: DB = BENCH MARK DISK
 DA0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0442_STAMPING: A 110 1935
 DA0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0442+STABILITY: SURFACE MOTION
 DA0442
 DA0442  HISTORY     - Date     Condition        Report By
 DA0442  HISTORY     - 1935     MONUMENTED       CGS
 DA0442  HISTORY     - 1952     GOOD             NGS
 DA0442
 DA0442                          STATION DESCRIPTION
 DA0442
 DA0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0442'23.7 MI NW FROM LUKEVILLE.
 DA0442'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0442'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0442'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0442'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0442'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 0.55 MILE
 DA0442'NORTH ALONG A ROAD LEADING TO GROWLER CANYON, 83 1/2 FEET NORTHWEST
 DA0442'ACROSS THE ROAD FROM THE WEST BANK OF A LARGE WASH, 60 1/2 FEET
 DA0442'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF THE
 DA0442'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A
 DA0442'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0221 ***********************************************************************
 GQ0221  DESIGNATION -  A 110
 GQ0221  PID         -  GQ0221
 GQ0221  STATE/COUNTY-  AZ/MOHAVE
 GQ0221  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0221
 GQ0221                         *CURRENT SURVEY CONTROL
 GQ0221  ___________________________________________________________________
 GQ0221* NAD 83(1992)-  36 07 37.41413(N)    113 58 47.65419(W)     ADJUSTED  
 GQ0221* NAVD 88     -       352.7    (meters)    1157.     (feet)  VERTCON   
 GQ0221  ___________________________________________________________________
 GQ0221  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 GQ0221  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GQ0221  HORZ ORDER  -  THIRD
 GQ0221
 GQ0221.The horizontal coordinates were established by classical geodetic methods
 GQ0221.and adjusted by the National Geodetic Survey in August 1993.
 GQ0221
 GQ0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0221
 GQ0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0221
 GQ0221.The geoid height was determined by GEOID03.
 GQ0221
 GQ0221;                    North         East     Units Scale Factor Converg.
 GQ0221;SPC AZ W     -   568,653.457   192,665.678   MT  0.99993861   -0 08 08.0
 GQ0221;SPC AZ W     - 1,865,660.95    632,105.24   iFT  0.99993861   -0 08 08.0
 GQ0221;UTM  12      - 4,002,155.132   231,822.662   MT  1.00048625   -1 45 28.6
 GQ0221;UTM  11      - 4,002,266.927   771,795.462   MT  1.00051033   +1 46 54.0
 GQ0221
 GQ0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0221!SPC AZ W     -   0.99994887  x   0.99993861  =   0.99988749
 GQ0221!UTM  12      -   0.99994887  x   1.00048625  =   1.00043510
 GQ0221!UTM  11      -   0.99994887  x   1.00051033  =   1.00045918
 GQ0221
 GQ0221:                Primary Azimuth Mark                     Grid Az
 GQ0221:SPC AZ W     -  A 115                                    221 21 45.1
 GQ0221:UTM  12      -  A 115                                    222 59 05.7
 GQ0221:UTM  11      -  A 115                                    219 26 43.1
 GQ0221
 GQ0221|---------------------------------------------------------------------|
 GQ0221| PID    Reference Object                     Distance      Geod. Az  |
 GQ0221|                                                           dddmmss.s |
 GQ0221| GQ0226 A 115                               APPROX. 1.5 KM 2211337.1 |
 GQ0221|---------------------------------------------------------------------|
 GQ0221
 GQ0221                          SUPERSEDED SURVEY CONTROL
 GQ0221
 GQ0221  NAD 83(1986)-  36 07 37.40527(N)    113 58 47.65297(W) AD(       ) 3
 GQ0221  NGVD 29 (06/27/88)  352.0    (m)         1155.     (f) VERT ANG    3  
 GQ0221
 GQ0221.Superseded values are not recommended for survey control.
 GQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0221.See file dsdata.txt to determine how the superseded data were derived.
 GQ0221
 GQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3182302155(NAD 83)
 GQ0221_MARKER: DS = TRIANGULATION STATION DISK
 GQ0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0221
 GQ0221  HISTORY     - Date     Condition        Report By
 GQ0221  HISTORY     - 1948     MONUMENTED       USGS
 GQ0221
 GQ0221                          STATION DESCRIPTION
 GQ0221
 GQ0221'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0221'LOCATED ABOUT 1.4 MI NE. OF PIERCE FERRY LANDING.  ON TOP OF SMALL
 GQ0221'ISLAND, ABOUT 20 FT. BELOW HIGH WATER MARK.
 GQ0221'
 GQ0221'TO REACH NOT GIVEN.
 GQ0221'
 GQ0221'STATION MARK--STANDARD TABLET STAMPED---A110 1948---, WELDED TO
 GQ0221'2-INCH PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GQ0221'
 GQ0221'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0076 ***********************************************************************
 CH0076  DESIGNATION -  A 111
 CH0076  PID         -  CH0076
 CH0076  STATE/COUNTY-  AZ/PIMA
 CH0076  USGS QUAD   -  LUKEVILLE (1988)
 CH0076
 CH0076                         *CURRENT SURVEY CONTROL
 CH0076  ___________________________________________________________________
 CH0076* NAD 83(1986)-  31 55 15.     (N)    112 48 14.     (W)     SCALED    
 CH0076* NAVD 88     -       481.539  (meters)    1579.85   (feet)  ADJUSTED  
 CH0076  ___________________________________________________________________
 CH0076  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 CH0076  DYNAMIC HT  -         480.911 (meters)    1577.79  (feet)  COMP
 CH0076  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CH0076
 CH0076  VERT ORDER  -  FIRST     CLASS II
 CH0076
 CH0076.The horizontal coordinates were scaled from a topographic map and have
 CH0076.an estimated accuracy of +/- 6 seconds.
 CH0076
 CH0076.The orthometric height was determined by differential leveling
 CH0076.and adjusted in June 1991.
 CH0076
 CH0076.The geoid height was determined by GEOID03.
 CH0076
 CH0076.The dynamic height is computed by dividing the NAVD 88
 CH0076.geopotential number by the normal gravity value computed on the
 CH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0076.degrees latitude (g = 980.6199 gals.).
 CH0076
 CH0076.The modeled gravity was interpolated from observed gravity values.
 CH0076
 CH0076;                    North         East    Units  Estimated Accuracy
 CH0076;SPC AZ C     -   102,430.      129,460.      MT  (+/- 180 meters Scaled)
 CH0076
 CH0076                          SUPERSEDED SURVEY CONTROL
 CH0076
 CH0076  NGVD 29 (??/??/92)  480.790  (m)         1577.39   (f) ADJ UNCH    1 2
 CH0076
 CH0076.Superseded values are not recommended for survey control.
 CH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0076.See file dsdata.txt to determine how the superseded data were derived.
 CH0076
 CH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294330(NAD 83)
 CH0076_MARKER: DB = BENCH MARK DISK
 CH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0076_STAMPING: A 111 1935
 CH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0076+STABILITY: SURFACE MOTION
 CH0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0076+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0076
 CH0076  HISTORY     - Date     Condition        Report By
 CH0076  HISTORY     - 1935     MONUMENTED       CGS
 CH0076  HISTORY     - 1953     GOOD             NGS
 CH0076  HISTORY     - 1981     GOOD             NGS
 CH0076  HISTORY     - 19941110 GOOD             USPSQD
 CH0076  HISTORY     - 19970306 GOOD             USPSQD
 CH0076  HISTORY     - 20061112 GOOD             USPSQD
 CH0076
 CH0076                          STATION DESCRIPTION
 CH0076
 CH0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0076'3.0 MI N FROM LUKEVILLE.
 CH0076'3.0 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0076'LUKEVILLE, AT THE NORTH END OF A TURN IN THE HIGHWAY, 49 1/2 FEET EAST
 CH0076'OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET WEST OF A WITNESS POST,
 CH0076'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CH0076'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CH0076
 CH0076                          STATION RECOVERY (1981)
 CH0076
 CH0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0076'RECOVERED IN GOOD CONDITION.
 CH0076
 CH0076                          STATION RECOVERY (1994)
 CH0076
 CH0076'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0076'RECOVERED IN GOOD CONDITION.
 CH0076
 CH0076                          STATION RECOVERY (1997)
 CH0076
 CH0076'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0076'RECOVERED IN GOOD CONDITION.
 CH0076
 CH0076                          STATION RECOVERY (2006)
 CH0076
 CH0076'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0222 ***********************************************************************
 GQ0222  DESIGNATION -  A 111
 GQ0222  PID         -  GQ0222
 GQ0222  STATE/COUNTY-  AZ/MOHAVE
 GQ0222  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0222
 GQ0222                         *CURRENT SURVEY CONTROL
 GQ0222  ___________________________________________________________________
 GQ0222* NAD 83(1992)-  36 07 41.48712(N)    113 57 17.02849(W)     ADJUSTED  
 GQ0222* NAVD 88     -       378.7    (meters)    1242.     (feet)  VERTCON   
 GQ0222  ___________________________________________________________________
 GQ0222  LAPLACE CORR-           9.78  (seconds)                    DEFLEC99
 GQ0222  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GQ0222  HORZ ORDER  -  THIRD
 GQ0222
 GQ0222.The horizontal coordinates were established by classical geodetic methods
 GQ0222.and adjusted by the National Geodetic Survey in August 1993.
 GQ0222
 GQ0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0222
 GQ0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0222
 GQ0222.The geoid height was determined by GEOID03.
 GQ0222
 GQ0222;                    North         East     Units Scale Factor Converg.
 GQ0222;SPC AZ W     -   568,773.922   194,931.913   MT  0.99993752   -0 07 14.5
 GQ0222;SPC AZ W     - 1,866,056.17    639,540.40   iFT  0.99993752   -0 07 14.5
 GQ0222;UTM  12      - 4,002,211.416   234,092.626   MT  1.00047131   -1 44 35.2
 GQ0222;UTM  11      - 4,002,463.258   774,057.709   MT  1.00052555   +1 47 47.7
 GQ0222
 GQ0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0222!SPC AZ W     -   0.99994477  x   0.99993752  =   0.99988230
 GQ0222!UTM  12      -   0.99994477  x   1.00047131  =   1.00041606
 GQ0222!UTM  11      -   0.99994477  x   1.00052555  =   1.00047029
 GQ0222
 GQ0222:                Primary Azimuth Mark                     Grid Az
 GQ0222:SPC AZ W     -  A 112                                    253 07 20.7
 GQ0222:UTM  12      -  A 112                                    254 44 41.4
 GQ0222:UTM  11      -  A 112                                    251 12 18.5
 GQ0222
 GQ0222|---------------------------------------------------------------------|
 GQ0222| PID    Reference Object                     Distance      Geod. Az  |
 GQ0222|                                                           dddmmss.s |
 GQ0222| GQ0223 A 112                               APPROX. 0.6 KM 2530006.2 |
 GQ0222| GQ0235 C 268                               367.059 METERS 25357     |
 GQ0222|---------------------------------------------------------------------|
 GQ0222
 GQ0222                          SUPERSEDED SURVEY CONTROL
 GQ0222
 GQ0222  NAD 83(1986)-  36 07 41.47825(N)    113 57 17.02688(W) AD(       ) 3
 GQ0222  NGVD 29 (06/27/88)  378.0    (m)         1240.     (f) VERT ANG    3  
 GQ0222
 GQ0222.Superseded values are not recommended for survey control.
 GQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0222.See file dsdata.txt to determine how the superseded data were derived.
 GQ0222
 GQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3409302211(NAD 83)
 GQ0222_MARKER: DS = TRIANGULATION STATION DISK
 GQ0222_SETTING: 80 = SET IN A BOULDER
 GQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0222+STABILITY: SURFACE MOTION
 GQ0222
 GQ0222  HISTORY     - Date     Condition        Report By
 GQ0222  HISTORY     - 1948     MONUMENTED       USGS
 GQ0222
 GQ0222                          STATION DESCRIPTION
 GQ0222
 GQ0222'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0222'LOCATED ABOUT 2.8 MI NE. OF PIERCE FERRY LANDING.  ON SOUTH SIDE
 GQ0222'OF LAKE, ABOUT 60 FT. SE. OF HIGH WATER MARK AT NORTHWEST END OF
 GQ0222'PROMINENT RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GQ0222'
 GQ0222'TO REACH NOT GIVEN.
 GQ0222'
 GQ0222'STATION MARK--STANDARD TABLET STAMPED---A111 1948---, CEMENTED IN
 GQ0222'TOP OF BOULDER IN PLACE.
 GQ0222'
 GQ0222'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0755 ***********************************************************************
 CZ0755  DESIGNATION -  A 112
 CZ0755  PID         -  CZ0755
 CZ0755  STATE/COUNTY-  AZ/PIMA
 CZ0755  USGS QUAD   -  MARANA (1992)
 CZ0755
 CZ0755                         *CURRENT SURVEY CONTROL
 CZ0755  ___________________________________________________________________
 CZ0755* NAD 83(1986)-  32 23 24.     (N)    111 08 31.     (W)     SCALED    
 CZ0755* NAVD 88     -       638.910  (meters)    2096.16   (feet)  ADJUSTED  
 CZ0755  ___________________________________________________________________
 CZ0755  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CZ0755  DYNAMIC HT  -         638.062 (meters)    2093.38  (feet)  COMP
 CZ0755  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 CZ0755
 CZ0755  VERT ORDER  -  FIRST     CLASS II
 CZ0755
 CZ0755.The horizontal coordinates were scaled from a topographic map and have
 CZ0755.an estimated accuracy of +/- 6 seconds.
 CZ0755
 CZ0755.The orthometric height was determined by differential leveling
 CZ0755.and adjusted in June 1991.
 CZ0755
 CZ0755.The geoid height was determined by GEOID03.
 CZ0755
 CZ0755.The dynamic height is computed by dividing the NAVD 88
 CZ0755.geopotential number by the normal gravity value computed on the
 CZ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0755.degrees latitude (g = 980.6199 gals.).
 CZ0755
 CZ0755.The modeled gravity was interpolated from observed gravity values.
 CZ0755
 CZ0755;                    North         East    Units  Estimated Accuracy
 CZ0755;SPC AZ C     -   154,370.      286,250.      MT  (+/- 180 meters Scaled)
 CZ0755
 CZ0755                          SUPERSEDED SURVEY CONTROL
 CZ0755
 CZ0755  NGVD 29 (??/??/92)  638.269  (m)         2094.05   (f) ADJ UNCH    1 2
 CZ0755
 CZ0755.Superseded values are not recommended for survey control.
 CZ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0755.See file dsdata.txt to determine how the superseded data were derived.
 CZ0755
 CZ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA866836(NAD 83)
 CZ0755_MARKER: DB = BENCH MARK DISK
 CZ0755_SETTING: 80 = SET IN A BOULDER
 CZ0755_SP_SET: BOULDER
 CZ0755_STAMPING: A 112 1935
 CZ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0755+STABILITY: SURFACE MOTION
 CZ0755
 CZ0755  HISTORY     - Date     Condition        Report By
 CZ0755  HISTORY     - 1935     MONUMENTED       CGS
 CZ0755  HISTORY     - 1951     GOOD             NGS
 CZ0755  HISTORY     - 1980     GOOD             NGS
 CZ0755
 CZ0755                          STATION DESCRIPTION
 CZ0755
 CZ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0755'2.7 MI S FROM RILLITO.
 CZ0755'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0755'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0755'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 1.2 MILES EAST
 CZ0755'ALONG SILVER BELL ROAD, AT THE BASE OF A HILL WITH AN AIRCRAFT BEACON
 CZ0755'ON THE TOP, AND IN THE TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 8
 CZ0755'INCHES ABOVE THE GROUND, 105 1/2 FEET NORTHWEST OF THE CENTER OF A Y
 CZ0755'JUNCTION OF A TRACK ROAD LEADING NORTH ALONG A FENCE, 44 1/2 FEET WEST
 CZ0755'OF THE CENTER LINE OF SILVER BELL ROAD, AND ABOUT 3 FEET HIGHER THAN
 CZ0755'THE ROAD.
 CZ0755
 CZ0755                          STATION RECOVERY (1980)
 CZ0755
 CZ0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0755'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0755'RAILROAD FROM THE STATION AT TUCSON, THENCE 2.0 KILOMETERS (1.2 MILES)
 CZ0755'WEST ALONG AVRA VALLEY ROAD, THENCE 1.0 KILOMETER (0.6 MILES)
 CZ0755'SOUTHWEST ALONG THE ARIZONA PORTLAND CEMENT COMPANY PRIVATE ROAD,
 CZ0755'THENCE 2.0 KILOMETERS (1.2 MILES) SOUTHEAST ALONG A GRADED GRAVEL
 CZ0755'ROAD, SET IN TOP OF A 0.6 BY 0.6 METER (2 BY 2 FOOT) BOULDER
 CZ0755'PROJECTING 0.3 METER (1.0 FOOT), 10.6 METERS (35.0 FEET) WEST
 CZ0755'OF THE CENTER OF THE GRAVELED ROAD, 11.5 METERS (38.0 FEET))
 CZ0755'NORTHWEST OF A POWER POLE, 0.9 METER (3.0 FEET) ABOVE
 CZ0755'THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0223 ***********************************************************************
 GQ0223  DESIGNATION -  A 112
 GQ0223  PID         -  GQ0223
 GQ0223  STATE/COUNTY-  AZ/MOHAVE
 GQ0223  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0223
 GQ0223                         *CURRENT SURVEY CONTROL
 GQ0223  ___________________________________________________________________
 GQ0223* NAD 83(1992)-  36 07 36.13892(N)    113 57 38.59143(W)     ADJUSTED  
 GQ0223* NAVD 88     -       352.7    (meters)    1157.     (feet)  VERTCON   
 GQ0223  ___________________________________________________________________
 GQ0223  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 GQ0223  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GQ0223  HORZ ORDER  -  THIRD
 GQ0223
 GQ0223.The horizontal coordinates were established by classical geodetic methods
 GQ0223.and adjusted by the National Geodetic Survey in August 1993.
 GQ0223
 GQ0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0223
 GQ0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0223
 GQ0223.The geoid height was determined by GEOID03.
 GQ0223
 GQ0223;                    North         East     Units Scale Factor Converg.
 GQ0223;SPC AZ W     -   568,610.240   194,392.412   MT  0.99993776   -0 07 27.2
 GQ0223;SPC AZ W     - 1,865,519.16    637,770.38   iFT  0.99993776   -0 07 27.2
 GQ0223;UTM  12      - 4,002,062.995   233,548.415   MT  1.00047488   -1 44 47.7
 GQ0223;UTM  11      - 4,002,281.511   773,523.673   MT  1.00052194   +1 47 34.8
 GQ0223
 GQ0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0223!SPC AZ W     -   0.99994886  x   0.99993776  =   0.99988662
 GQ0223!UTM  12      -   0.99994886  x   1.00047488  =   1.00042371
 GQ0223!UTM  11      -   0.99994886  x   1.00052194  =   1.00047077
 GQ0223
 GQ0223:                Primary Azimuth Mark                     Grid Az
 GQ0223:SPC AZ W     -  A 113                                    211 35 45.1
 GQ0223:UTM  12      -  A 113                                    213 13 05.6
 GQ0223:UTM  11      -  A 113                                    209 40 43.1
 GQ0223
 GQ0223|---------------------------------------------------------------------|
 GQ0223| PID    Reference Object                     Distance      Geod. Az  |
 GQ0223|                                                           dddmmss.s |
 GQ0223| GQ0224 A 113                               APPROX. 1.6 KM 2112817.9 |
 GQ0223|---------------------------------------------------------------------|
 GQ0223
 GQ0223                          SUPERSEDED SURVEY CONTROL
 GQ0223
 GQ0223  NAD 83(1986)-  36 07 36.13004(N)    113 57 38.58997(W) AD(       ) 3
 GQ0223  NGVD 29 (06/27/88)  352.0    (m)         1155.     (f) VERT ANG    3  
 GQ0223
 GQ0223.Superseded values are not recommended for survey control.
 GQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0223.See file dsdata.txt to determine how the superseded data were derived.
 GQ0223
 GQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3354802063(NAD 83)
 GQ0223_MARKER: DS = TRIANGULATION STATION DISK
 GQ0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0223
 GQ0223  HISTORY     - Date     Condition        Report By
 GQ0223  HISTORY     - 1948     MONUMENTED       USGS
 GQ0223
 GQ0223                          STATION DESCRIPTION
 GQ0223
 GQ0223'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0223'LOCATED ABOUT 2.5 MI NE. OF PIERCE FERRY LANDING, ON SOUTH SIDE
 GQ0223'OF LAKE, ABOUT 30 FT. S. OF HIGH WATER MARK AT NORTH END OF
 GQ0223'ISLAND, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GQ0223'
 GQ0223'TO REACH NOT GIVEN.
 GQ0223'
 GQ0223'STATION MARK--STANDARD TABLET STAMPED---A112 1948---, WELDED TO
 GQ0223'2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GQ0223'
 GQ0223'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0224 ***********************************************************************
 GQ0224  DESIGNATION -  A 113
 GQ0224  PID         -  GQ0224
 GQ0224  STATE/COUNTY-  AZ/MOHAVE
 GQ0224  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0224
 GQ0224                         *CURRENT SURVEY CONTROL
 GQ0224  ___________________________________________________________________
 GQ0224* NAD 83(1992)-  36 06 52.71947(N)    113 58 11.34645(W)     ADJUSTED  
 GQ0224* NAVD 88     -       372.7    (meters)    1223.     (feet)  VERTCON   
 GQ0224  ___________________________________________________________________
 GQ0224  LAPLACE CORR-           8.60  (seconds)                    DEFLEC99
 GQ0224  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GQ0224  HORZ ORDER  -  THIRD
 GQ0224
 GQ0224.The horizontal coordinates were established by classical geodetic methods
 GQ0224.and adjusted by the National Geodetic Survey in August 1993.
 GQ0224
 GQ0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0224
 GQ0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0224
 GQ0224.The geoid height was determined by GEOID03.
 GQ0224
 GQ0224;                    North         East     Units Scale Factor Converg.
 GQ0224;SPC AZ W     -   567,273.841   193,570.388   MT  0.99993816   -0 07 46.4
 GQ0224;SPC AZ W     - 1,861,134.65    635,073.45   iFT  0.99993816   -0 07 46.4
 GQ0224;UTM  12      - 4,000,749.693   232,688.426   MT  1.00048054   -1 45 05.2
 GQ0224;UTM  11      - 4,000,917.571   772,746.361   MT  1.00051671   +1 47 13.6
 GQ0224
 GQ0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0224!SPC AZ W     -   0.99994572  x   0.99993816  =   0.99988389
 GQ0224!UTM  12      -   0.99994572  x   1.00048054  =   1.00042624
 GQ0224!UTM  11      -   0.99994572  x   1.00051671  =   1.00046241
 GQ0224
 GQ0224                          SUPERSEDED SURVEY CONTROL
 GQ0224
 GQ0224  NAD 83(1986)-  36 06 52.71043(N)    113 58 11.34508(W) AD(       ) 3
 GQ0224  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG    3  
 GQ0224
 GQ0224.Superseded values are not recommended for survey control.
 GQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0224.See file dsdata.txt to determine how the superseded data were derived.
 GQ0224
 GQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3268800750(NAD 83)
 GQ0224_MARKER: DS = TRIANGULATION STATION DISK
 GQ0224_SETTING: 80 = SET IN A BOULDER
 GQ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0224+STABILITY: SURFACE MOTION
 GQ0224
 GQ0224  HISTORY     - Date     Condition        Report By
 GQ0224  HISTORY     - 1948     MONUMENTED       USGS
 GQ0224
 GQ0224                          STATION DESCRIPTION
 GQ0224
 GQ0224'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0224'NOT OCCUPIED.
 GQ0224'
 GQ0224'LOCATED ABOUT 1.5 MI E. OF PIERCE FERRY LANDING.  ON BROAD, FLAT
 GQ0224'RIDGE, ABOUT 2 FT. BELOW HIGH WATER MARK.
 GQ0224'
 GQ0224'STATION MARK--STANDARD TABLET STAMPED---A113 1948---, CEMENTED IN
 GQ0224'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0779 ***********************************************************************
 CZ0779  DESIGNATION -  A 113 RM 1
 CZ0779  PID         -  CZ0779
 CZ0779  STATE/COUNTY-  AZ/PIMA
 CZ0779  USGS QUAD   -  THREE POINTS (1992)
 CZ0779
 CZ0779                         *CURRENT SURVEY CONTROL
 CZ0779  ___________________________________________________________________
 CZ0779* NAD 83(1986)-  32 04 38.     (N)    111 18 43.     (W)     SCALED    
 CZ0779* NAVD 88     -       774.62   (+/-2cm)    2541.4    (feet)  VERTCON   
 CZ0779  ___________________________________________________________________
 CZ0779  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0779
 CZ0779.The horizontal coordinates were scaled from a topographic map and have
 CZ0779.an estimated accuracy of +/- 6 seconds.
 CZ0779
 CZ0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0779.The vertical order pertains to the NGVD 29 superseded value.
 CZ0779
 CZ0779.The geoid height was determined by GEOID03.
 CZ0779
 CZ0779;                    North         East    Units  Estimated Accuracy
 CZ0779;SPC AZ C     -   119,590.      270,450.      MT  (+/- 180 meters Scaled)
 CZ0779
 CZ0779                          SUPERSEDED SURVEY CONTROL
 CZ0779
 CZ0779  NGVD 29 (??/??/92)  773.928  (m)         2539.13   (f) ADJ UNCH    2 0
 CZ0779
 CZ0779.Superseded values are not recommended for survey control.
 CZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0779.See file dsdata.txt to determine how the superseded data were derived.
 CZ0779
 CZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA705490(NAD 83)
 CZ0779_MARKER: DR = REFERENCE MARK DISK
 CZ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0779_STAMPING: B.M. A 113 NO. 1 1936
 CZ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0779+STABILITY: SURFACE MOTION
 CZ0779
 CZ0779  HISTORY     - Date     Condition        Report By
 CZ0779  HISTORY     - 1936     MONUMENTED       CGS
 CZ0779  HISTORY     - 1951     GOOD             NGS
 CZ0779  HISTORY     - 19950103 GOOD             USPSQD
 CZ0779
 CZ0779                          STATION DESCRIPTION
 CZ0779
 CZ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0779'22.0 MI SW FROM RUCSON.
 CZ0779'22 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0779'HIGHWAY 85, 0.1 MILE EAST OF THE THREE-POINTS SCHOOL, 91 FEET
 CZ0779'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65.8 FEET NORTHEAST OF
 CZ0779'REFERENCE MARK NUMBER 2, 52.8 FEET NORTHEAST OF BENCH MARK A 113, AND
 CZ0779'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 CZ0779'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CZ0779
 CZ0779                          STATION RECOVERY (1995)
 CZ0779
 CZ0779'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0780 ***********************************************************************
 CZ0780  DESIGNATION -  A 113 RM 2
 CZ0780  PID         -  CZ0780
 CZ0780  STATE/COUNTY-  AZ/PIMA
 CZ0780  USGS QUAD   -  THREE POINTS (1992)
 CZ0780
 CZ0780                         *CURRENT SURVEY CONTROL
 CZ0780  ___________________________________________________________________
 CZ0780* NAD 83(1986)-  32 04 38.     (N)    111 18 43.     (W)     SCALED    
 CZ0780* NAVD 88     -       774.79   (+/-2cm)    2542.0    (feet)  VERTCON   
 CZ0780  ___________________________________________________________________
 CZ0780  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0780
 CZ0780.The horizontal coordinates were scaled from a topographic map and have
 CZ0780.an estimated accuracy of +/- 6 seconds.
 CZ0780
 CZ0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0780.The vertical order pertains to the NGVD 29 superseded value.
 CZ0780
 CZ0780.The geoid height was determined by GEOID03.
 CZ0780
 CZ0780;                    North         East    Units  Estimated Accuracy
 CZ0780;SPC AZ C     -   119,590.      270,450.      MT  (+/- 180 meters Scaled)
 CZ0780
 CZ0780                          SUPERSEDED SURVEY CONTROL
 CZ0780
 CZ0780  NGVD 29 (??/??/92)  774.108  (m)         2539.72   (f) ADJ UNCH    2 0
 CZ0780
 CZ0780.Superseded values are not recommended for survey control.
 CZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0780.See file dsdata.txt to determine how the superseded data were derived.
 CZ0780
 CZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA705490(NAD 83)
 CZ0780_MARKER: DR = REFERENCE MARK DISK
 CZ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0780_STAMPING: B.M. A 113 NO. 2 1936
 CZ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0780+STABILITY: SURFACE MOTION
 CZ0780
 CZ0780  HISTORY     - Date     Condition        Report By
 CZ0780  HISTORY     - 1936     MONUMENTED       CGS
 CZ0780  HISTORY     - 1951     GOOD             NGS
 CZ0780  HISTORY     - 19950103 MARK NOT FOUND   USPSQD
 CZ0780
 CZ0780                          STATION DESCRIPTION
 CZ0780
 CZ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0780'22.0 MI SW FROM TUCSON.
 CZ0780'22 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0780'HIGHWAY 86, 0.1 MILE EAST OF THE THREE POINTS SCHOOL HOUSE, 169 1/2
 CZ0780'FEET WEST OF THE CENTER OF A Y JUNCTION OF SASABE ROAD LEADING SOUTH,
 CZ0780'65.8 FEET SOUTHWEST OF REFERENCE MARK NUMBER 1, 56.2 FEET EAST THE
 CZ0780'SOUTHEAST CORNER OF THE GULF SERVICE STATION AT THREE POINTS, 53 1/2
 CZ0780'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 86, 40.7 FEET
 CZ0780'SOUTHEAST OF B.M. A 113, 13.9 FEET WEST OF THE FLOOD LIGHT POLE AT THE
 CZ0780'GULF SERVICE STATION, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET
 CZ0780'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CZ0780
 CZ0780                          STATION RECOVERY (1995)
 CZ0780
 CZ0780'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0843 ***********************************************************************
 CZ0843  DESIGNATION -  A 114
 CZ0843  PID         -  CZ0843
 CZ0843  STATE/COUNTY-  AZ/PIMA
 CZ0843  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0843
 CZ0843                         *CURRENT SURVEY CONTROL
 CZ0843  ___________________________________________________________________
 CZ0843* NAD 83(1986)-  32 10 39.     (N)    111 00 10.     (W)     SCALED    
 CZ0843* NAVD 88     -       738.34   (+/-2cm)    2422.4    (feet)  VERTCON   
 CZ0843  ___________________________________________________________________
 CZ0843  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0843
 CZ0843.The horizontal coordinates were scaled from a topographic map and have
 CZ0843.an estimated accuracy of +/- 6 seconds.
 CZ0843
 CZ0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0843.The vertical order pertains to the NGVD 29 superseded value.
 CZ0843
 CZ0843.The geoid height was determined by GEOID03.
 CZ0843
 CZ0843;                    North         East    Units  Estimated Accuracy
 CZ0843;SPC AZ C     -   130,910.      299,540.      MT  (+/- 180 meters Scaled)
 CZ0843
 CZ0843                          SUPERSEDED SURVEY CONTROL
 CZ0843
 CZ0843  NGVD 29 (??/??/92)  737.664  (m)         2420.15   (f) ADJ UNCH    2 0
 CZ0843
 CZ0843.Superseded values are not recommended for survey control.
 CZ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0843.See file dsdata.txt to determine how the superseded data were derived.
 CZ0843
 CZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA997601(NAD 83)
 CZ0843_MARKER: DB = BENCH MARK DISK
 CZ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0843_STAMPING: A 114 1935
 CZ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0843+STABILITY: SURFACE MOTION
 CZ0843
 CZ0843  HISTORY     - Date     Condition        Report By
 CZ0843  HISTORY     - 1935     MONUMENTED       CGS
 CZ0843  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0843
 CZ0843                          STATION DESCRIPTION
 CZ0843
 CZ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0843'4.2 MI S FROM TUCSON.
 CZ0843'4.2 MILES SOUTH ALONG THE AJO ROAD FROM TUCSON, PIMA COUNTY, AT THE
 CZ0843'JUNCTION OF THE SAN XAVIER ROAD, 195 FEET SOUTH OF THE CENTER OF THE
 CZ0843'INTERSECTION, 29 FEET EAST OF THE CENTERLINE OF THE SAN XAVIER ROAD,
 CZ0843'AND 2 FEET WEST OF A HIGH BOARD FENCE.  A STANDARD DISK, STAMPED A 114
 CZ0843'1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0843
 CZ0843                          STATION RECOVERY (1966)
 CZ0843
 CZ0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0225 ***********************************************************************
 GQ0225  DESIGNATION -  A 114
 GQ0225  PID         -  GQ0225
 GQ0225  STATE/COUNTY-  AZ/MOHAVE
 GQ0225  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0225
 GQ0225                         *CURRENT SURVEY CONTROL
 GQ0225  ___________________________________________________________________
 GQ0225* NAD 83(1992)-  36 07 08.48876(N)    113 58 43.74149(W)     ADJUSTED  
 GQ0225* NAVD 88     -       390.7    (meters)    1282.     (feet)  VERTCON   
 GQ0225  ___________________________________________________________________
 GQ0225  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 GQ0225  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GQ0225  HORZ ORDER  -  THIRD
 GQ0225
 GQ0225.The horizontal coordinates were established by classical geodetic methods
 GQ0225.and adjusted by the National Geodetic Survey in August 1993.
 GQ0225
 GQ0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0225
 GQ0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0225
 GQ0225.The geoid height was determined by GEOID03.
 GQ0225
 GQ0225;                    North         East     Units Scale Factor Converg.
 GQ0225;SPC AZ W     -   567,761.729   192,761.411   MT  0.99993856   -0 08 05.6
 GQ0225;SPC AZ W     - 1,862,735.33    632,419.33   iFT  0.99993856   -0 08 05.6
 GQ0225;UTM  12      - 4,001,260.562   231,893.150   MT  1.00048578   -1 45 25.0
 GQ0225;UTM  11      - 4,001,378.393   771,921.043   MT  1.00051117   +1 46 55.1
 GQ0225
 GQ0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0225!SPC AZ W     -   0.99994291  x   0.99993856  =   0.99988147
 GQ0225!UTM  12      -   0.99994291  x   1.00048578  =   1.00042866
 GQ0225!UTM  11      -   0.99994291  x   1.00051117  =   1.00045405
 GQ0225
 GQ0225:                Primary Azimuth Mark                     Grid Az
 GQ0225:SPC AZ W     -  A 116                                    273 52 32.5
 GQ0225:UTM  12      -  A 116                                    275 29 51.9
 GQ0225:UTM  11      -  A 116                                    271 57 31.8
 GQ0225
 GQ0225|---------------------------------------------------------------------|
 GQ0225| PID    Reference Object                     Distance      Geod. Az  |
 GQ0225|                                                           dddmmss.s |
 GQ0225| GQ0227 A 116                               APPROX. 1.6 KM 2734426.9 |
 GQ0225|---------------------------------------------------------------------|
 GQ0225
 GQ0225                          SUPERSEDED SURVEY CONTROL
 GQ0225
 GQ0225  NAD 83(1986)-  36 07 08.47977(N)    113 58 43.74020(W) AD(       ) 3
 GQ0225  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG    3  
 GQ0225
 GQ0225.Superseded values are not recommended for survey control.
 GQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0225.See file dsdata.txt to determine how the superseded data were derived.
 GQ0225
 GQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3189301261(NAD 83)
 GQ0225_MARKER: DS = TRIANGULATION STATION DISK
 GQ0225_SETTING: 80 = SET IN A BOULDER
 GQ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0225+STABILITY: SURFACE MOTION
 GQ0225
 GQ0225  HISTORY     - Date     Condition        Report By
 GQ0225  HISTORY     - 1948     MONUMENTED       USGS
 GQ0225
 GQ0225                          STATION DESCRIPTION
 GQ0225
 GQ0225'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0225'LOCATED ABOUT 0.6 MI E. OF PIERCE FERRY LANDING.  ABOUT 50 FT. NE.
 GQ0225'OF SMALL TOP ON RIDGE, ABOUT 50 FT. ABOVE HIGH WATER MARK.
 GQ0225'
 GQ0225'TO REACH NOT GIVEN.
 GQ0225'
 GQ0225'STATION MARK--STANDARD TABLET STAMPED---A114 1948---, CEMENTED IN
 GQ0225'TOP OF BOULDER IN PLACE.
 GQ0225'
 GQ0225'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0489 ***********************************************************************
 CG0489  DESIGNATION -  A 115
 CG0489  PID         -  CG0489
 CG0489  STATE/COUNTY-  AZ/PIMA
 CG0489  USGS QUAD   -  TWIN BUTTES (1981)
 CG0489
 CG0489                         *CURRENT SURVEY CONTROL
 CG0489  ___________________________________________________________________
 CG0489* NAD 83(1986)-  31 58 57.     (N)    111 05 33.     (W)     SCALED    
 CG0489* NAVD 88     -      1060.38   (+/-2cm)    3478.9    (feet)  VERTCON   
 CG0489  ___________________________________________________________________
 CG0489  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0489
 CG0489.The horizontal coordinates were scaled from a topographic map and have
 CG0489.an estimated accuracy of +/- 6 seconds.
 CG0489
 CG0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0489.The vertical order pertains to the NGVD 29 superseded value.
 CG0489
 CG0489.The geoid height was determined by GEOID03.
 CG0489
 CG0489;                    North         East    Units  Estimated Accuracy
 CG0489;SPC AZ C     -   109,220.      291,250.      MT  (+/- 180 meters Scaled)
 CG0489
 CG0489                          SUPERSEDED SURVEY CONTROL
 CG0489
 CG0489  NGVD 29 (??/??/92) 1059.637  (m)         3476.49   (f) ADJ UNCH    2 0
 CG0489
 CG0489.Superseded values are not recommended for survey control.
 CG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0489.See file dsdata.txt to determine how the superseded data were derived.
 CG0489
 CG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA912385(NAD 83)
 CG0489_MARKER: DB = BENCH MARK DISK
 CG0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0489_STAMPING: A 115 1935
 CG0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0489+STABILITY: SURFACE MOTION
 CG0489
 CG0489  HISTORY     - Date     Condition        Report By
 CG0489  HISTORY     - 1935     MONUMENTED       CGS
 CG0489  HISTORY     - 1935     GOOD             NGS
 CG0489
 CG0489                          STATION DESCRIPTION
 CG0489
 CG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0489'0.7 MI N FROM SAN XAVIER.
 CG0489'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, PIMA COUNTY, 1.1
 CG0489'MILES SOUTH OF A RANCH HOUSE ON THE WEST SIDE OF THE ROAD, AT THE
 CG0489'POINT WHERE A DIM ROAD LEADS WEST TO SOTO RANCH, AND 78 FEET WEST OF
 CG0489'THE CENTERLINE OF THE TUCSON ROAD.  A STANDARD DISK, STAMPED A 115
 CG0489'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0226 ***********************************************************************
 GQ0226  DESIGNATION -  A 115
 GQ0226  PID         -  GQ0226
 GQ0226  STATE/COUNTY-  AZ/MOHAVE
 GQ0226  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0226
 GQ0226                         *CURRENT SURVEY CONTROL
 GQ0226  ___________________________________________________________________
 GQ0226* NAD 83(1992)-  36 07 01.94161(N)    113 59 25.96229(W)     ADJUSTED  
 GQ0226* NAVD 88     -       352.7    (meters)    1157.     (feet)  VERTCON   
 GQ0226  ___________________________________________________________________
 GQ0226  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 GQ0226  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0226  HORZ ORDER  -  THIRD
 GQ0226
 GQ0226.The horizontal coordinates were established by classical geodetic methods
 GQ0226.and adjusted by the National Geodetic Survey in August 1993.
 GQ0226
 GQ0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0226
 GQ0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0226
 GQ0226.The geoid height was determined by GEOID03.
 GQ0226
 GQ0226;                    North         East     Units Scale Factor Converg.
 GQ0226;SPC AZ W     -   567,562.491   191,705.131   MT  0.99993911   -0 08 30.4
 GQ0226;SPC AZ W     - 1,862,081.66    628,953.84   iFT  0.99993911   -0 08 30.4
 GQ0226;UTM  12      - 4,001,091.210   230,831.069   MT  1.00049282   -1 45 49.7
 GQ0226;UTM  11      - 4,001,143.802   770,871.421   MT  1.00050415   +1 46 29.9
 GQ0226
 GQ0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0226!SPC AZ W     -   0.99994888  x   0.99993911  =   0.99988799
 GQ0226!UTM  12      -   0.99994888  x   1.00049282  =   1.00044167
 GQ0226!UTM  11      -   0.99994888  x   1.00050415  =   1.00045300
 GQ0226
 GQ0226                          SUPERSEDED SURVEY CONTROL
 GQ0226
 GQ0226  NAD 83(1986)-  36 07 01.93261(N)    113 59 25.96125(W) AD(       ) 3
 GQ0226  NGVD 29 (06/27/88)  352.0    (m)         1155.     (f) VERT ANG    3  
 GQ0226
 GQ0226.Superseded values are not recommended for survey control.
 GQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0226.See file dsdata.txt to determine how the superseded data were derived.
 GQ0226
 GQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3083101091(NAD 83)
 GQ0226_MARKER: DS = TRIANGULATION STATION DISK
 GQ0226_SETTING: 80 = SET IN A BOULDER
 GQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0226+STABILITY: SURFACE MOTION
 GQ0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0226+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GQ0226
 GQ0226  HISTORY     - Date     Condition        Report By
 GQ0226  HISTORY     - 1948     MONUMENTED       USGS
 GQ0226  HISTORY     - 20051205 GOOD             GEOCAC
 GQ0226  HISTORY     - 20051205 GOOD             GEOCAC
 GQ0226
 GQ0226                          STATION DESCRIPTION
 GQ0226
 GQ0226'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0226'NOT OCCUPIED.
 GQ0226'
 GQ0226'LOCATED ABOUT 0.6 MI E. OF PIERCE FERRY LANDING.  ABOUT 15 FT. S.
 GQ0226'OF HIGH WATER MARK AT NORTH END OF SHARP RIDGE, ABOUT 10 FT.
 GQ0226'ABOVE HIGH WATER MARK.
 GQ0226'
 GQ0226'STATION MARK--STANDARD TABLET STAMPED---A115 1948---, CEMENTED IN
 GQ0226'TOP OF BOULDER IN PLACE.
 GQ0226
 GQ0226                          STATION RECOVERY (2005)
 GQ0226
 GQ0226'RECOVERY NOTE BY GEOCACHING 2005 (ML)
 GQ0226'BEST HIKING ROUTE WOULD BE TO STAY AT THE SHORELINE ELEVATION OF THE
 GQ0226'NOW DRY PEARCE FERRY BAY.  A DIRECT ROUTE THROUGH THE TAMARISK
 GQ0226'INFESTATION IS NOT ADVISED.
 GQ0226' 
 GQ0226'NORMAL SPELLING FOR THIS GENERAL AREA IS 'PEARCE' FROM THE NAME OF THE
 GQ0226'ORIGINAL FERRY OPERATOR.
 GQ0226
 GQ0226                          STATION RECOVERY (2005)
 GQ0226
 GQ0226'RECOVERY NOTE BY GEOCACHING 2005 (ML)
 GQ0226'BEST HIKING ROUTE WOULD BE TO STAY AT THE SHORELINE ELEVATION OF THE
 GQ0226'NOW DRY PEARCE FERRY BAY.  A DIRECT ROUTE THROUGH THE TAMARISK
 GQ0226'INFESTATION IS NOT ADVISED.
 GQ0226' 
 GQ0226'NORMAL SPELLING FOR THIS GENERAL AREA IS 'PEARCE' FROM THE NAME OF THE
 GQ0226'ORIGINAL FERRY OPERATOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0070 ***********************************************************************
 GQ0070  DESIGNATION -  A 116
 GQ0070  PID         -  GQ0070
 GQ0070  STATE/COUNTY-  AZ/MOHAVE
 GQ0070  USGS QUAD   -  MEADVIEW NORTH (1984)
 GQ0070
 GQ0070                         *CURRENT SURVEY CONTROL
 GQ0070  ___________________________________________________________________
 GQ0070* NAD 83(1986)-  36 07 24.     (N)    114 00 06.     (W)     SCALED    
 GQ0070* NAVD 88     -       387.803  (meters)    1272.32   (feet)  POSTED    
 GQ0070  ___________________________________________________________________
 GQ0070  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GQ0070  DYNAMIC HT  -         387.420 (meters)    1271.06  (feet)  COMP
 GQ0070  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 GQ0070
 GQ0070  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0070
 GQ0070.The horizontal coordinates were scaled from a topographic map and have
 GQ0070.an estimated accuracy of +/- 6 seconds.
 GQ0070
 GQ0070.The orthometric height was determined by differential leveling
 GQ0070.and adjusted by the  in 1992.
 GQ0070.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0070.was located on a no-check spur therefore a value was not computed.
 GQ0070.No vertical observational check was made to the station.
 GQ0070
 GQ0070.The geoid height was determined by GEOID03.
 GQ0070
 GQ0070.The dynamic height is computed by dividing the NAVD 88
 GQ0070.geopotential number by the normal gravity value computed on the
 GQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0070.degrees latitude (g = 980.6199 gals.).
 GQ0070
 GQ0070.The modeled gravity was interpolated from observed gravity values.
 GQ0070
 GQ0070;                    North         East    Units  Estimated Accuracy
 GQ0070;SPC AZ W     -   568,250.      190,710.      MT  (+/- 180 meters Scaled)
 GQ0070
 GQ0070                          SUPERSEDED SURVEY CONTROL
 GQ0070
 GQ0070  NGVD 29 (??/??/92)  387.124  (m)         1270.09   (f) ADJ UNCH    1 1
 GQ0070
 GQ0070.Superseded values are not recommended for survey control.
 GQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0070.See file dsdata.txt to determine how the superseded data were derived.
 GQ0070
 GQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698017(NAD 83)
 GQ0070_MARKER: DD = SURVEY DISK
 GQ0070_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0070_SP_SET: OUTCROP
 GQ0070_STAMPING: A 116 1948
 GQ0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0070+STABILITY: POSITION/ELEVATION WELL
 GQ0070
 GQ0070  HISTORY     - Date     Condition        Report By
 GQ0070  HISTORY     - 1948     MONUMENTED       USGS
 GQ0070  HISTORY     - 1950     GOOD             NGS
 GQ0070
 GQ0070                          STATION DESCRIPTION
 GQ0070
 GQ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0070'0.8 MI N FROM PIERCES FERRY.
 GQ0070'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0070'STATION AT PIERCES FERRY, THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0070'ON THE TOP OF A RIDGE, 114 YARDS NORTHEAST ALONG A ROCK-LINED PATH
 GQ0070'FROM THE NORTHEAST EDGE OF THE REMAINS OF THE OLD GRAND CANYON TOURS
 GQ0070'CAMP, 47 YARDS SOUTHWEST OF A POINT WHERE THE RIDGE STARTS A SHARP
 GQ0070'DESCENT TO LAKE MEAD, 42.8 FEET SOUTHWEST OF BM 3 (NPS), 14 FEET
 GQ0070'SOUTHEAST OF THE CENTER LINE OF THE PATH, 1 1/2 FEET NORTH OF A CAIRN,
 GQ0070'AND IN THE TOP OF AN OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0868 ***********************************************************************
 FS0868  DESIGNATION -  A 116
 FS0868  PID         -  FS0868
 FS0868  STATE/COUNTY-  AZ/MOHAVE
 FS0868  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0868
 FS0868                         *CURRENT SURVEY CONTROL
 FS0868  ___________________________________________________________________
 FS0868* NAD 83(1986)-  35 28 53.     (N)    114 40 18.     (W)     SCALED    
 FS0868* NAVD 88     -       176.618  (meters)     579.45   (feet)  POSTED    
 FS0868  ___________________________________________________________________
 FS0868  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FS0868  DYNAMIC HT  -         176.440 (meters)     578.87  (feet)  COMP
 FS0868  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FS0868
 FS0868  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0868
 FS0868.The horizontal coordinates were scaled from a topographic map and have
 FS0868.an estimated accuracy of +/- 6 seconds.
 FS0868
 FS0868.The orthometric height was determined by differential leveling
 FS0868.and adjusted by the  in 1992.
 FS0868.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0868.rate of 1.1 thru 2.0 mm/km.
 FS0868
 FS0868.The geoid height was determined by GEOID03.
 FS0868
 FS0868.The dynamic height is computed by dividing the NAVD 88
 FS0868.geopotential number by the normal gravity value computed on the
 FS0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0868.degrees latitude (g = 980.6199 gals.).
 FS0868
 FS0868.The modeled gravity was interpolated from observed gravity values.
 FS0868
 FS0868;                    North         East    Units  Estimated Accuracy
 FS0868;SPC AZ W     -   497,380.      129,720.      MT  (+/- 180 meters Scaled)
 FS0868
 FS0868                          SUPERSEDED SURVEY CONTROL
 FS0868
 FS0868  NGVD 29 (??/??/92)  175.911  (m)          577.13   (f) ADJ UNCH    1 2
 FS0868
 FS0868.Superseded values are not recommended for survey control.
 FS0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0868.See file dsdata.txt to determine how the superseded data were derived.
 FS0868
 FS0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV112289(NAD 83)
 FS0868_MARKER: DB = BENCH MARK DISK
 FS0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0868_STAMPING: A 116 1935
 FS0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0868+STABILITY: SURFACE MOTION
 FS0868
 FS0868  HISTORY     - Date     Condition        Report By
 FS0868  HISTORY     - 1935     MONUMENTED       CGS
 FS0868  HISTORY     - 1950     GOOD             NGS
 FS0868  HISTORY     - 1957     GOOD             USGS
 FS0868
 FS0868                          STATION DESCRIPTION
 FS0868
 FS0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0868'30 MI W FROM GRASSHOPPER JUNCTION.
 FS0868'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0868'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 22.6 MILES
 FS0868'WEST ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING,
 FS0868'1.0 MILE SOUTHEAST OF THE OLD AERIAL FERRY LANDING, ABOUT 100 YARDS
 FS0868'WEST OF A CURVE, 0.2 MILE EAST OF A POINT WHERE THE ROAD CROSSES
 FS0868'A WIDE WASH, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 FS0868'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 FS0868'GROUND.  NOTE-- THIS MARK IS INUNDATED BY LAKE MOJAVE.
 FS0868
 FS0868                          STATION RECOVERY (1957)
 FS0868
 FS0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0227 ***********************************************************************
 GQ0227  DESIGNATION -  A 116
 GQ0227  PID         -  GQ0227
 GQ0227  STATE/COUNTY-  AZ/MOHAVE
 GQ0227  USGS QUAD   -  COLUMBINE FALLS (1971)
 GQ0227
 GQ0227                         *CURRENT SURVEY CONTROL
 GQ0227  ___________________________________________________________________
 GQ0227* NAD 83(1992)-  36 07 11.89995(N)    113 59 48.13697(W)     ADJUSTED  
 GQ0227* NAVD 88     -       381.6    (meters)    1252.     (feet)  VERTCON   
 GQ0227  ___________________________________________________________________
 GQ0227  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 GQ0227  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GQ0227  HORZ ORDER  -  THIRD
 GQ0227
 GQ0227.The horizontal coordinates were established by classical geodetic methods
 GQ0227.and adjusted by the National Geodetic Survey in August 1993.
 GQ0227
 GQ0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0227
 GQ0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0227
 GQ0227.The geoid height was determined by GEOID03.
 GQ0227
 GQ0227;                    North         East     Units Scale Factor Converg.
 GQ0227;SPC AZ W     -   567,870.803   191,151.393   MT  0.99993941   -0 08 43.5
 GQ0227;SPC AZ W     - 1,863,093.19    627,137.12   iFT  0.99993941   -0 08 43.5
 GQ0227;UTM  12      - 4,001,415.252   230,285.978   MT  1.00049644   -1 46 03.2
 GQ0227;UTM  11      - 4,001,433.583   770,307.363   MT  1.00050039   +1 46 17.2
 GQ0227
 GQ0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0227!SPC AZ W     -   0.99994433  x   0.99993941  =   0.99988374
 GQ0227!UTM  12      -   0.99994433  x   1.00049644  =   1.00044074
 GQ0227!UTM  11      -   0.99994433  x   1.00050039  =   1.00044469
 GQ0227
 GQ0227:                Primary Azimuth Mark                     Grid Az
 GQ0227:SPC AZ W     -  A 115                                    119 06 29.9
 GQ0227:UTM  12      -  A 115                                    120 43 49.6
 GQ0227:UTM  11      -  A 115                                    117 11 29.2
 GQ0227
 GQ0227|---------------------------------------------------------------------|
 GQ0227| PID    Reference Object                     Distance      Geod. Az  |
 GQ0227|                                                           dddmmss.s |
 GQ0227| GQ0226 A 115                               APPROX. 0.6 KM 1185746.4 |
 GQ0227|---------------------------------------------------------------------|
 GQ0227
 GQ0227                          SUPERSEDED SURVEY CONTROL
 GQ0227
 GQ0227  NAD 83(1986)-  36 07 11.89100(N)    113 59 48.13597(W) AD(       ) 3
 GQ0227  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG    3  
 GQ0227
 GQ0227.Superseded values are not recommended for survey control.
 GQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0227.See file dsdata.txt to determine how the superseded data were derived.
 GQ0227
 GQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3028601415(NAD 83)
 GQ0227_MARKER: DS = TRIANGULATION STATION DISK
 GQ0227_SETTING: 80 = SET IN A BOULDER
 GQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0227+STABILITY: SURFACE MOTION
 GQ0227
 GQ0227  HISTORY     - Date     Condition        Report By
 GQ0227  HISTORY     - 1948     MONUMENTED       USGS
 GQ0227
 GQ0227                          STATION DESCRIPTION
 GQ0227
 GQ0227'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0227'LOCATED ABOUT 0.3 MI N. OF PIERCE FERRY LANDING.  ON NORTHEAST END
 GQ0227'OF FLAT RIDGE, ABOUT 60 FT. ABOVE HIGH WATER MARK.
 GQ0227'
 GQ0227'TO REACH NOT GIVEN.
 GQ0227'
 GQ0227'STATION MARK--STANDARD TABLET STAMPED---A116 1948---, CEMENTED IN
 GQ0227'TOP OF BOULDER IN PLACE.
 GQ0227'
 GQ0227'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0228 ***********************************************************************
 GQ0228  DESIGNATION -  A 117
 GQ0228  PID         -  GQ0228
 GQ0228  STATE/COUNTY-  AZ/MOHAVE
 GQ0228  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0228
 GQ0228                         *CURRENT SURVEY CONTROL
 GQ0228  ___________________________________________________________________
 GQ0228* NAD 83(1992)-  36 07 37.69345(N)    113 56 35.45490(W)     ADJUSTED  
 GQ0228* NAVD 88     -       481.7    (meters)    1580.     (feet)  VERTCON   
 GQ0228  ___________________________________________________________________
 GQ0228  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 GQ0228  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GQ0228  HORZ ORDER  -  THIRD
 GQ0228
 GQ0228.The horizontal coordinates were established by classical geodetic methods
 GQ0228.and adjusted by the National Geodetic Survey in August 1993.
 GQ0228
 GQ0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0228
 GQ0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0228
 GQ0228.The geoid height was determined by GEOID03.
 GQ0228
 GQ0228;                    North         East     Units Scale Factor Converg.
 GQ0228;SPC AZ W     -   568,654.871   195,971.156   MT  0.99993706   -0 06 50.0
 GQ0228;SPC AZ W     - 1,865,665.59    642,949.99   iFT  0.99993706   -0 06 50.0
 GQ0228;UTM  12      - 4,002,062.911   235,128.631   MT  1.00046453   -1 44 10.5
 GQ0228;UTM  11      - 4,002,378.993   775,100.970   MT  1.00053261   +1 48 12.1
 GQ0228
 GQ0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0228!SPC AZ W     -   0.99992860  x   0.99993706  =   0.99986566
 GQ0228!UTM  12      -   0.99992860  x   1.00046453  =   1.00039309
 GQ0228!UTM  11      -   0.99992860  x   1.00053261  =   1.00046117
 GQ0228
 GQ0228:                Primary Azimuth Mark                     Grid Az
 GQ0228:SPC AZ W     -  A 112                                    268 22 50.4
 GQ0228:UTM  12      -  A 112                                    270 00 10.9
 GQ0228:UTM  11      -  A 112                                    266 27 48.3
 GQ0228
 GQ0228|---------------------------------------------------------------------|
 GQ0228| PID    Reference Object                     Distance      Geod. Az  |
 GQ0228|                                                           dddmmss.s |
 GQ0228| GQ0223 A 112                               APPROX. 1.6 KM 2681600.4 |
 GQ0228|---------------------------------------------------------------------|
 GQ0228
 GQ0228                          SUPERSEDED SURVEY CONTROL
 GQ0228
 GQ0228  NAD 83(1986)-  36 07 37.68452(N)    113 56 35.45281(W) AD(       ) 3
 GQ0228  NGVD 29 (06/27/88)  481.0    (m)         1578.     (f) VERT ANG    3  
 GQ0228
 GQ0228.Superseded values are not recommended for survey control.
 GQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0228.See file dsdata.txt to determine how the superseded data were derived.
 GQ0228
 GQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3512902063(NAD 83)
 GQ0228_MARKER: DS = TRIANGULATION STATION DISK
 GQ0228_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0228_SP_SET: SET IN BEDROCK
 GQ0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0228+STABILITY: POSITION/ELEVATION WELL
 GQ0228
 GQ0228  HISTORY     - Date     Condition        Report By
 GQ0228  HISTORY     - 1948     MONUMENTED       USGS
 GQ0228
 GQ0228                          STATION DESCRIPTION
 GQ0228
 GQ0228'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0228'LOCATED ABOUT 3.3 MI E. OF PIERCE FERRY LANDING.  ON SOUTH SIDE OF
 GQ0228'LAKE, AT BEGINNING OF LOWER GRANITE GORGE, ON SMALL SHELF, ON
 GQ0228'STEEP SIDEHILL, ABOUT 150 FT. BELOW SHARP, PROMINENT PEAK, ABOUT
 GQ0228'400 FT. ABOVE HIGH WATER MARK.
 GQ0228'
 GQ0228'TO REACH NOT GIVEN.
 GQ0228'
 GQ0228'STATION MARK--STANDARD TABLET STAMPED---A117 1948---, CEMENTED IN
 GQ0228'BEDROCK.
 GQ0228'
 GQ0228'RMS--NONE SET.
 GQ0228'
 GQ0228'NOTE--FAIRCHILD STATION, DRILL HOLE IN ROCK, DESIGNATED AS
 GQ0228'C266, 3.93 FT. W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0556 ***********************************************************************
 CG0556  DESIGNATION -  A 117 RESET
 CG0556  PID         -  CG0556
 CG0556  STATE/COUNTY-  AZ/PIMA
 CG0556  USGS QUAD   -  AMADO (1981)
 CG0556
 CG0556                         *CURRENT SURVEY CONTROL
 CG0556  ___________________________________________________________________
 CG0556* NAD 83(1986)-  31 43 40.     (N)    111 03 43.     (W)     SCALED    
 CG0556* NAVD 88     -       936.366  (meters)    3072.06   (feet)  ADJUSTED  
 CG0556  ___________________________________________________________________
 CG0556  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0556  DYNAMIC HT  -         934.985 (meters)    3067.53  (feet)  COMP
 CG0556  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 CG0556
 CG0556  VERT ORDER  -  FIRST     CLASS II
 CG0556
 CG0556.The horizontal coordinates were scaled from a topographic map and have
 CG0556.an estimated accuracy of +/- 6 seconds.
 CG0556
 CG0556.The orthometric height was determined by differential leveling
 CG0556.and adjusted in June 1991.
 CG0556
 CG0556.The geoid height was determined by GEOID03.
 CG0556
 CG0556.The dynamic height is computed by dividing the NAVD 88
 CG0556.geopotential number by the normal gravity value computed on the
 CG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0556.degrees latitude (g = 980.6199 gals.).
 CG0556
 CG0556.The modeled gravity was interpolated from observed gravity values.
 CG0556
 CG0556;                    North         East    Units  Estimated Accuracy
 CG0556;SPC AZ C     -    81,000.      294,360.      MT  (+/- 180 meters Scaled)
 CG0556
 CG0556                          SUPERSEDED SURVEY CONTROL
 CG0556
 CG0556.No superseded survey control is available for this station.
 CG0556
 CG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941102(NAD 83)
 CG0556_MARKER: DB = BENCH MARK DISK
 CG0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0556_SP_SET: PEDESTAL
 CG0556_STAMPING: A 117 REST 1935
 CG0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0556
 CG0556  HISTORY     - Date     Condition        Report By
 CG0556  HISTORY     - 1935     MONUMENTED       CGS
 CG0556  HISTORY     - 1959     GOOD             NGS
 CG0556  HISTORY     - 1980     GOOD             NGS
 CG0556  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 CG0556
 CG0556                          STATION DESCRIPTION
 CG0556
 CG0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0556'0.3 MI N FROM AMADO.
 CG0556'0.3 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, AT
 CG0556'ARIVACA JUNCTION, ABOUT 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CG0556'THE SERVICE STATION, IN THE TOP OF A CONCRETE PEDESTAL AGAINST A ROCK
 CG0556'MASONRY WALL, 162 FEET WEST OF THE CENTER OF THE HIGHWAY, 42 FEET
 CG0556'NORTH OF THE CENTER OF THE ROAD LEADING TO ARIVACA, 9 FEET NORTHEAST
 CG0556'OF THE CENTER OF A GATE IN THE WALL, 0.5 FOOT SOUTHEAST OF THE
 CG0556'SOUTHEAST FACE OF THE WALL, AND ABOUT 1 FOOT ABOVE THE GROUND.
 CG0556
 CG0556                          STATION RECOVERY (1980)
 CG0556
 CG0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0556'25.5 METERS (83.7 FEET) NORTH OF AND ACROSS ARIVACA ROAD FROM THE
 CG0556'NORTHEAST CORNER OF AMADO POST OFFICE, 5.33 METERS (17.5 FEET)
 CG0556'NORTHWEST OF THE SOUTHWEST CORNER OF THE AMADO MINI MARKET AND
 CG0556'SHELL SERVICE STATION, 14.65 METERS (48.1 FEET) NORTH OF THE
 CG0556'CENTERLINE OF ARIVACA ROAD, 2.83 METERS (9.3 FEET) NORTHEAST OF
 CG0556'A GAP IN A MASONRY WALL, SET IN THE TOP OF A CONCRETE PEDESTAL
 CG0556'AGAINST A ROCK MASONRY WALL.
 CG0556'THE MARK IS 0.3 M ABOVE THE ARIVACA ROAD..
 CG0556
 CG0556                          STATION RECOVERY (1995)
 CG0556
 CG0556'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0614 ***********************************************************************
 CG0614  DESIGNATION -  A 118
 CG0614  PID         -  CG0614
 CG0614  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0614  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0614
 CG0614                         *CURRENT SURVEY CONTROL
 CG0614  ___________________________________________________________________
 CG0614* NAD 83(1986)-  31 23 19.     (N)    111 04 17.     (W)     SCALED    
 CG0614* NAVD 88     -      1242.04   (+/-2cm)    4074.9    (feet)  VERTCON   
 CG0614  ___________________________________________________________________
 CG0614  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CG0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0614
 CG0614.The horizontal coordinates were scaled from a topographic map and have
 CG0614.an estimated accuracy of +/- 6 seconds.
 CG0614
 CG0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0614.The vertical order pertains to the NGVD 29 superseded value.
 CG0614
 CG0614.The geoid height was determined by GEOID03.
 CG0614
 CG0614;                    North         East    Units  Estimated Accuracy
 CG0614;SPC AZ C     -    43,390.      293,750.      MT  (+/- 180 meters Scaled)
 CG0614
 CG0614                          SUPERSEDED SURVEY CONTROL
 CG0614
 CG0614  NGVD 29 (??/??/92) 1241.134  (m)         4071.95   (f) ADJ UNCH    2 0
 CG0614
 CG0614.Superseded values are not recommended for survey control.
 CG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0614.See file dsdata.txt to determine how the superseded data were derived.
 CG0614
 CG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV932726(NAD 83)
 CG0614_MARKER: DB = BENCH MARK DISK
 CG0614_SETTING: 0 = UNSPECIFIED SETTING
 CG0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0614
 CG0614  HISTORY     - Date     Condition        Report By
 CG0614  HISTORY     - UNK      MONUMENTED       CGS
 CG0614  HISTORY     - 1958     GOOD             DOD
 CG0614  HISTORY     - 1976     GOOD             USGS
 CG0614
 CG0614                          STATION DESCRIPTION
 CG0614
 CG0614'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 CG0614'7.3 MI N FROM NOGALES.
 CG0614'115 FEET SOUTH SOUTHEAST OF A DARK BUSH, 160 FEET NORTHWEST OF THE
 CG0614'CENTERLINE OF DRAIN AND LARGE DARK TREE, 344 FEET NORTHWEST OF
 CG0614'CENTERLINE OF SHARP CURVE IN THE ROAD, AND 38 FEET EAST OF THE
 CG0614'CENTERLINE OF THE ROAD.
 CG0614
 CG0614                          STATION RECOVERY (1976)
 CG0614
 CG0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0614'NOGALES, 7.5 MI N. ALONG I-HWY. 19 TO INTERCHANGE, THENCE 8.9 MI W.
 CG0614'ALONG STATE HWY. 289 TO TOP OF SADDLE. 28 FT NE. OF CENTERLINE OF
 CG0614'HWY. AT EAST EDGE OF CUT BANK. NGS DISK STAMPED A 118 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0948 ***********************************************************************
 FS0948  DESIGNATION -  A 119 RESET
 FS0948  PID         -  FS0948
 FS0948  STATE/COUNTY-  AZ/MOHAVE
 FS0948  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0948
 FS0948                         *CURRENT SURVEY CONTROL
 FS0948  ___________________________________________________________________
 FS0948* NAD 83(1986)-  35 47 58.     (N)    114 32 05.     (W)     SCALED    
 FS0948* NAVD 88     -       712.169  (meters)    2336.51   (feet)  ADJUSTED  
 FS0948  ___________________________________________________________________
 FS0948  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0948  DYNAMIC HT  -         711.428 (meters)    2334.08  (feet)  COMP
 FS0948  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 FS0948
 FS0948  VERT ORDER  -  FIRST     CLASS II
 FS0948
 FS0948.The horizontal coordinates were scaled from a topographic map and have
 FS0948.an estimated accuracy of +/- 6 seconds.
 FS0948
 FS0948.The orthometric height was determined by differential leveling
 FS0948.and adjusted in June 1991.
 FS0948
 FS0948.The geoid height was determined by GEOID03.
 FS0948
 FS0948.The dynamic height is computed by dividing the NAVD 88
 FS0948.geopotential number by the normal gravity value computed on the
 FS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0948.degrees latitude (g = 980.6199 gals.).
 FS0948
 FS0948.The modeled gravity was interpolated from observed gravity values.
 FS0948
 FS0948;                    North         East    Units  Estimated Accuracy
 FS0948;SPC AZ W     -   532,560.      142,430.      MT  (+/- 180 meters Scaled)
 FS0948
 FS0948                          SUPERSEDED SURVEY CONTROL
 FS0948
 FS0948.No superseded survey control is available for this station.
 FS0948
 FS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV227645(NAD 83)
 FS0948_MARKER: DB = BENCH MARK DISK
 FS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0948_SP_SET: CONCRETE POST
 FS0948_STAMPING: A 119 RESET 1981
 FS0948_MARK LOGO: NGS   
 FS0948_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0948+STABILITY: SURFACE MOTION
 FS0948
 FS0948  HISTORY     - Date     Condition        Report By
 FS0948  HISTORY     - 1981     MONUMENTED       AZDT
 FS0948  HISTORY     - 1982     GOOD             NGS
 FS0948
 FS0948                          STATION DESCRIPTION
 FS0948
 FS0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0948'32.8 KM (20.4 MI) SE FROM HOOVER DAM.
 FS0948'32.8 KM (20.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0948'OF HOOVER DAM, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 21, 29.4 METERS
 FS0948'(96.5 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 0.8 METER
 FS0948'(2.5 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FS0948'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 FS0948'THE MARK IS 2.4 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0651 ***********************************************************************
 ET0651  DESIGNATION -  A 12
 ET0651  PID         -  ET0651
 ET0651  STATE/COUNTY-  AZ/LA PAZ
 ET0651  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0651
 ET0651                         *CURRENT SURVEY CONTROL
 ET0651  ___________________________________________________________________
 ET0651* NAD 83(1992)-  34 14 25.40712(N)    113 28 21.39223(W)     ADJUSTED  
 ET0651* NAVD 88     -       452.36   (+/-2cm)    1484.1    (feet)  VERTCON   
 ET0651  ___________________________________________________________________
 ET0651  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 ET0651  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ET0651  HORZ ORDER  -  SECOND
 ET0651  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0651
 ET0651.The horizontal coordinates were established by classical geodetic methods
 ET0651.and adjusted by the National Geodetic Survey in August 1993.
 ET0651
 ET0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0651.The vertical order pertains to the NGVD 29 superseded value.
 ET0651
 ET0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0651
 ET0651.The geoid height was determined by GEOID03.
 ET0651
 ET0651;                    North         East     Units Scale Factor Converg.
 ET0651;SPC AZ W     -   359,363.217   238,912.632   MT  0.99994138   +0 09 21.9
 ET0651;SPC AZ W     - 1,179,013.18    783,834.09   iFT  0.99994138   +0 09 21.9
 ET0651;SPC AZ C     -   360,411.643    70,028.609   MT  1.00015316   -0 52 32.3
 ET0651;SPC AZ C     - 1,182,452.90    229,752.65   iFT  1.00015316   -0 52 32.3
 ET0651;UTM  12      - 3,791,576.344   272,279.015   MT  1.00023927   -1 23 30.7
 ET0651
 ET0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0651!SPC AZ W     -   0.99993371  x   0.99994138  =   0.99987509
 ET0651!SPC AZ C     -   0.99993371  x   1.00015316  =   1.00008686
 ET0651!UTM  12      -   0.99993371  x   1.00023927  =   1.00017296
 ET0651
 ET0651                          SUPERSEDED SURVEY CONTROL
 ET0651
 ET0651  NAD 83(1986)-  34 14 25.40490(N)    113 28 21.39874(W) AD(       ) 2
 ET0651  NAD 27      -  34 14 25.32900(N)    113 28 18.66600(W) AD(       ) 2
 ET0651  NGVD 29 (??/??/92)  451.696  (m)         1481.94   (f) ADJ UNCH    1 2
 ET0651
 ET0651.Superseded values are not recommended for survey control.
 ET0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0651.See file dsdata.txt to determine how the superseded data were derived.
 ET0651
 ET0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7227991576(NAD 83)
 ET0651_MARKER: DB = BENCH MARK DISK
 ET0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0651_STAMPING: 1481.939 A 12 1927
 ET0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0651+STABILITY: SURFACE MOTION
 ET0651
 ET0651  HISTORY     - Date     Condition        Report By
 ET0651  HISTORY     - 1948     MONUMENTED       CGS
 ET0651  HISTORY     - 1948     GOOD             NGS
 ET0651  HISTORY     - 20010730 GOOD             NGS
 ET0651
 ET0651                          STATION DESCRIPTION
 ET0651
 ET0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0651'STATION MARK
 ET0651'PROJECTS 3 INCHES, IS THE SAME ELEVATION AS STATION MARK CABAL
 ET0651'AND IS SET 80 FEET SOUTHEAST OF THE JUNCTION OF THE TWO ROADS.
 ET0651'IT IS STAMPED, 1481.939 A 12 1927.
 ET0651'
 ET0651'TO REACH STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET0651'ALAMO CROSSING 11.2 MILES TO A FORK.  TURN RIGHT, GO 6.8 MILES
 ET0651'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 14.2 MILES TO A
 ET0651'JUNCTION AND STATION.  A DRIVE STATION.
 ET0651
 ET0651                          STATION RECOVERY (1948)
 ET0651
 ET0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 ET0651'33.2 MI N FROM WENDEN.
 ET0651'33.2 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0651'WENDEN, YUMA COUNTY, 6.4 MILES SOUTHEAST OF ALAMO CROSSING, AT THE
 ET0651'JUNCTION OF THE ROAD LEADING TO CONGRESS JUNCTION, 22 YARDS SOUTHEAST
 ET0651'OF THE CENTER OF THE JUNCTION, 25 FEET EAST OF THE CENTERLINE OF THE
 ET0651'WENDEN ROAD, AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD
 ET0651'LEADING TO CONGRESS JUNCTION.  A STANDARD DISK, STAMPED 1481.939 A 12
 ET0651'1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ET0651'GROUND.
 ET0651
 ET0651                          STATION RECOVERY (2001)
 ET0651
 ET0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0651'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1480 ***********************************************************************
 GR1480  DESIGNATION -  A 12
 GR1480  PID         -  GR1480
 GR1480  STATE/COUNTY-  AZ/MOHAVE
 GR1480  USGS QUAD   -  BOULDER CANYON (1983)
 GR1480
 GR1480                         *CURRENT SURVEY CONTROL
 GR1480  ___________________________________________________________________
 GR1480* NAD 83(1992)-  36 07 44.53340(N)    114 36 50.31772(W)     ADJUSTED  
 GR1480* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 GR1480  ___________________________________________________________________
 GR1480  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GR1480  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1480  HORZ ORDER  -  THIRD
 GR1480
 GR1480.The horizontal coordinates were established by classical geodetic methods
 GR1480.and adjusted by the National Geodetic Survey in August 1993.
 GR1480
 GR1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1480
 GR1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1480
 GR1480.The geoid height was determined by GEOID03.
 GR1480
 GR1480;                    North         East     Units Scale Factor Converg.
 GR1480;SPC AZ W     -   569,194.124   135,592.015   MT  1.00000783   -0 30 34.0
 GR1480;SPC AZ W     - 1,867,434.79    444,855.69   iFT  1.00000783   -0 30 34.0
 GR1480;SPC NV E     - 8,153,422.214   287,250.679   MT  0.99999377   +0 34 17.7
 GR1480;SPC NV E     -26,750,019.38    942,421.60   sFT  0.99999377   +0 34 17.7
 GR1480;UTM  11      - 4,000,897.590   714,714.771   MT  1.00016808   +1 24 26.5
 GR1480
 GR1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1480!SPC AZ W     -   0.99994448  x   1.00000783  =   0.99995231
 GR1480!SPC NV E     -   0.99994448  x   0.99999377  =   0.99993825
 GR1480!UTM  11      -   0.99994448  x   1.00016808  =   1.00011255
 GR1480
 GR1480:                Primary Azimuth Mark                     Grid Az
 GR1480:SPC AZ W     -  A 13                                     091 43 58.5
 GR1480:SPC NV E     -  A 13                                     090 39 06.8
 GR1480:UTM  11      -  A 13                                     089 48 58.0
 GR1480
 GR1480|---------------------------------------------------------------------|
 GR1480| PID    Reference Object                     Distance      Geod. Az  |
 GR1480|                                                           dddmmss.s |
 GR1480| GR1481 A 13                                478.154 METERS 0911324.5 |
 GR1480| GR1479 A 11                                447.717 METERS 2503115.0 |
 GR1480| GR1661 N 17                                APPROX. 0.6 KM 3440920.0 |
 GR1480|---------------------------------------------------------------------|
 GR1480
 GR1480                          SUPERSEDED SURVEY CONTROL
 GR1480
 GR1480  NAD 83(1986)-  36 07 44.51989(N)    114 36 50.30856(W) AD(       ) 3
 GR1480  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG    3  
 GR1480
 GR1480.Superseded values are not recommended for survey control.
 GR1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1480.See file dsdata.txt to determine how the superseded data were derived.
 GR1480
 GR1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1471500898(NAD 83)
 GR1480_MARKER: DS = TRIANGULATION STATION DISK
 GR1480_SETTING: 66 = SET IN ROCK OUTCROP
 GR1480_SP_SET: SET IN BEDROCK
 GR1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1480+STABILITY: POSITION/ELEVATION WELL
 GR1480
 GR1480  HISTORY     - Date     Condition        Report By
 GR1480  HISTORY     - 1948     MONUMENTED       USGS
 GR1480
 GR1480                          STATION DESCRIPTION
 GR1480
 GR1480'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1480'LOCATED ABOUT 3 MI E. OF BEACON ISLAND, ABOUT 0.4 MI SW. OF
 GR1480'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SMALL BENCH ON ROCKY
 GR1480'SIDEHILL, ABOUT 300 FT. W. OF NORTHEAST END OF PROMINENT RIDGE,
 GR1480'ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1480'
 GR1480'TO REACH NOT GIVEN.
 GR1480'
 GR1480'STATION MARK--STANDARD TABLET STAMPED---A12 1948---, CEMENTED IN
 GR1480'BEDROCK.
 GR1480'
 GR1480'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0385 ***********************************************************************
 FS0385  DESIGNATION -  A 120
 FS0385  PID         -  FS0385
 FS0385  STATE/COUNTY-  AZ/MOHAVE
 FS0385  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0385
 FS0385                         *CURRENT SURVEY CONTROL
 FS0385  ___________________________________________________________________
 FS0385* NAD 83(1986)-  35 58 02.     (N)    114 29 47.     (W)     SCALED    
 FS0385* NAVD 88     -       492.013  (meters)    1614.21   (feet)  POSTED    
 FS0385  ___________________________________________________________________
 FS0385  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0385  DYNAMIC HT  -         491.520 (meters)    1612.60  (feet)  COMP
 FS0385  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 FS0385
 FS0385  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0385
 FS0385.The horizontal coordinates were scaled from a topographic map and have
 FS0385.an estimated accuracy of +/- 6 seconds.
 FS0385
 FS0385.The orthometric height was determined by differential leveling
 FS0385.and adjusted by the  in 1992.
 FS0385.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0385.rate of 0.0 thru 1.0 mm/km.
 FS0385
 FS0385.The geoid height was determined by GEOID03.
 FS0385
 FS0385.The dynamic height is computed by dividing the NAVD 88
 FS0385.geopotential number by the normal gravity value computed on the
 FS0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0385.degrees latitude (g = 980.6199 gals.).
 FS0385
 FS0385.The modeled gravity was interpolated from observed gravity values.
 FS0385
 FS0385;                    North         East    Units  Estimated Accuracy
 FS0385;SPC AZ W     -   551,150.      146,040.      MT  (+/- 180 meters Scaled)
 FS0385
 FS0385                          SUPERSEDED SURVEY CONTROL
 FS0385
 FS0385  NGVD 29 (??/??/92)  491.293  (m)         1611.85   (f) ADJ UNCH    1 1
 FS0385
 FS0385.Superseded values are not recommended for survey control.
 FS0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0385.See file dsdata.txt to determine how the superseded data were derived.
 FS0385
 FS0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV257832(NAD 83)
 FS0385_MARKER: DB = BENCH MARK DISK
 FS0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0385_STAMPING: A 120 1935
 FS0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0385+STABILITY: SURFACE MOTION
 FS0385
 FS0385  HISTORY     - Date     Condition        Report By
 FS0385  HISTORY     - 1935     MONUMENTED       CGS
 FS0385  HISTORY     - 1950     GOOD             NGS
 FS0385  HISTORY     - 1963     GOOD             NGS
 FS0385
 FS0385                          STATION DESCRIPTION
 FS0385
 FS0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0385'7.5 MI S FROM MOUTH OF DETRITAL WASH.
 FS0385'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0385'MEAD, THENCE 0.6 MILE SOUTHWEST ALONG AN OLD ABANDONED ROAD,
 FS0385'0.3 MILE NORTHEAST OF A GRADED ROAD LEADING SOUTH TO U.S. HIGHWAY
 FS0385'93, AT THE JUNCTION OF A DIM TRACK ROAD LEADING NORTHWEST, ON
 FS0385'A GRAVEL BAR BETWEEN TWO SMALL DRY WASHES, 102 FEET NORTH OF
 FS0385'THE CENTER OF THE JUNCTION, 27 1/2 FEET WEST OF THE CENTER
 FS0385'LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2
 FS0385'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0385'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0385
 FS0385                          STATION RECOVERY (1963)
 FS0385
 FS0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0640 ***********************************************************************
 CG0640  DESIGNATION -  A 121
 CG0640  PID         -  CG0640
 CG0640  STATE/COUNTY-  AZ/PIMA
 CG0640  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0640
 CG0640                         *CURRENT SURVEY CONTROL
 CG0640  ___________________________________________________________________
 CG0640* NAD 83(1992)-  31 59 28.62460(N)    111 42 05.17367(W)     ADJUSTED  
 CG0640* NAVD 88     -       896.42   (+/-2cm)    2941.0    (feet)  VERTCON   
 CG0640  ___________________________________________________________________
 CG0640  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 CG0640  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CG0640  HORZ ORDER  -  THIRD
 CG0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0640
 CG0640.The horizontal coordinates were established by classical geodetic methods
 CG0640.and adjusted by the National Geodetic Survey in August 1993.
 CG0640
 CG0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0640.The vertical order pertains to the NGVD 29 superseded value.
 CG0640
 CG0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0640
 CG0640.The geoid height was determined by GEOID03.
 CG0640
 CG0640;                    North         East     Units Scale Factor Converg.
 CG0640;SPC AZ C     -   109,920.936   233,697.626   MT  0.99990510   +0 06 50.5
 CG0640;SPC AZ C     -   360,632.99    766,724.49   iFT  0.99990510   +0 06 50.5
 CG0640;UTM  12      - 3,539,684.548   433,738.516   MT  0.99965415   -0 22 17.9
 CG0640
 CG0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0640!SPC AZ C     -   0.99986403  x   0.99990510  =   0.99976914
 CG0640!UTM  12      -   0.99986403  x   0.99965415  =   0.99951823
 CG0640
 CG0640|---------------------------------------------------------------------|
 CG0640| PID    Reference Object                     Distance      Geod. Az  |
 CG0640|                                                           dddmmss.s |
 CG0640| CG0641 A 121 RM 1                           16.649 METERS 11033     |
 CG0640| CH4394 A 121 RM 2                           13.693 METERS 20002     |
 CG0640| CG0642 A 121 AZ MK                                        2391244.2 |
 CG0640|---------------------------------------------------------------------|
 CG0640
 CG0640                          SUPERSEDED SURVEY CONTROL
 CG0640
 CG0640  NAD 83(1986)-  31 59 28.61824(N)    111 42 05.17254(W) AD(       ) 3
 CG0640  NAD 27      -  31 59 28.34400(N)    111 42 02.74200(W) AD(       ) 3
 CG0640  NGVD 29 (??/??/92)  895.686  (m)         2938.60   (f) ADJ UNCH    2 0
 CG0640
 CG0640.Superseded values are not recommended for survey control.
 CG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0640.See file dsdata.txt to determine how the superseded data were derived.
 CG0640
 CG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3373939685(NAD 83)
 CG0640_MARKER: DB = BENCH MARK DISK
 CG0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0640_STAMPING: A 121 1935
 CG0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0640+STABILITY: SURFACE MOTION
 CG0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0640+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 CG0640
 CG0640  HISTORY     - Date     Condition        Report By
 CG0640  HISTORY     - 1936     MONUMENTED       CGS
 CG0640  HISTORY     - 1952     GOOD             CGS
 CG0640  HISTORY     - 1952     GOOD             NGS
 CG0640  HISTORY     - 20050427 GOOD             INDIV
 CG0640  HISTORY     - 20070424 GOOD             TOHONO
 CG0640
 CG0640                          STATION DESCRIPTION
 CG0640
 CG0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0640'ABOUT 12 MILES BY HIGHWAY NORTHEAST OF SELLS AND ABOUT 50 MILES
 CG0640'BY HIGHWAY SOUTHWEST OF TUCSON, AT THE INTERSECTION OF THE
 CG0640'AJO-TUCSON HIGHWAY WITH THE BABOQUIVARI FOOTHILL TRAIL AND THE
 CG0640'COMOBABI FOOTHILL TRAIL, IN THE SOUTH CORNER OF SAME, 16.6 METERS
 CG0640'SOUTHEAST OF THE CENTER LINE OF THE MAIN HIGHWAY, 10.5 METERS
 CG0640'WEST OF THE CENTER LINE OF THE BABOQUIVARI ROAD, 19 METERS SOUTH
 CG0640'OF A SIGN BABOQUIVARI FOOTHILL TRAIL, AND 15.4 METERS WEST OF
 CG0640'TELEPHONE POLE NO. 308.  THE STATION IS MARKED BY A STANDARD
 CG0640'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED A 121
 CG0640'1935, PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.
 CG0640'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG0640'IS 6.1 METERS EAST OF CENTER LINE OF BABOQUIVARI ROAD,
 CG0640'1.9 METERS SOUTHEAST OF TELEPHONE POLE NO. 308, 30.0
 CG0640'METERS SOUTHEAST OF CENTER LINE OF AJO-TUCSON HIGHWAY, 23.6
 CG0640'METERS SOUTHEAST OF THE SIGN MENTIONED ABOVE AND 16.649 METERS
 CG0640'(54.62 FEET) FROM STATION S 69 DEG 27 MIN E. REFERENCE
 CG0640'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG0640'9.9 METERS WEST OF THE CENTER LINE OF BABOQUIVARI ROAD, 21.4
 CG0640'METERS SOUTHWEST OF TELEPHONE POLE NO. 308, 24.6 METERS
 CG0640'SOUTHEAST OF AJO-TUCSON HIGHWAY AND 13.693 METERS (44.92 FEET)
 CG0640'FROM STATION S 20 DEG 02 MIN W. THE AZIMUTH MARK, A
 CG0640'STANDARD BRONZE DISK, IS WEST OF THE HIGHWAY
 CG0640'INTERSECTION MENTIONED ABOVE, 10 PACES NORTHWEST OF CENTER
 CG0640'LINE OF AJO-TUCSON HIGHWAY, 52 PACES NORTHWEST OF TELEPHONE POLE
 CG0640'NO. 300, AND 0.35 MILE FROM STATION S 59 DEG 13 MIN W.
 CG0640
 CG0640                          STATION RECOVERY (1952)
 CG0640
 CG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0640'TO REACH STATION, FOLLOW A GRAVEL ROAD 1.5 MILES E FROM THE POST
 CG0640'OFFICE AT SELLS, THENCE 11.6 MILES NE ALONG STATE HIGHWAY 86,
 CG0640'AND THENCE 0.25 MILE SE ALONG THE BABOQUIVARI FOOT HILLS ROAD.
 CG0640'THE MARK IS ON THE OLD HIGHWAY 86, 253 FEET NE OF THE CENTER LINE
 CG0640'OF THE BABOQUIVARI FOOT HILLS ROAD, 52-1/2 FEET SE OF THE CENTER
 CG0640'LINE OF THE OLD HIGHWAY, 50.3 FEET W OF TELEPHONE POLE 308,
 CG0640'2.5 FEET N OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 CG0640'THE ROAD.
 CG0640'
 CG0640'STATION MARK IS A STANDARD STATION DISK, STAMPED A 121 1935,
 CG0640'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 CG0640'GROUND.
 CG0640'
 CG0640'R.M. 1 IS A STANDARD REFERENCE-MARK DISK SET IN THE TOP OF A
 CG0640'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, SAME TO REACH
 CG0640'AS THE STATION, 96 FEET SE OF THE CENTER LINE OF THE OLD HIGHWAY
 CG0640'86, 54.6 FEET E OF STATION, 6.1 FEET SE OF TELEPHONE POLE 308,
 CG0640'AND ABOUT LEVEL WITH THE ROAD.
 CG0640'
 CG0640'R.M. 2 WAS FOUND DESTROYED.  DISK WAS FOUND.
 CG0640'
 CG0640'TO REACH THE AZIMUTH MARK, FOLLOW A GRAVEL ROAD 1.5 MILES E
 CG0640'FROM THE POST OFFICE AT SELLS, THENCE 11.6 MILES NE ALONG STATE
 CG0640'HIGHWAY 86, THENCE 0.25 MILE S ALONG THE BABOQUIVARI FOOT HILLS
 CG0640'ROAD, THENCE 0.3 MILE W ALONG OLD HIGHWAY 86.  IT IS A STANDARD
 CG0640'AZIMUTH-MARK DISK, STAMPED B.M. A 121 1936, SET IN THE TOP OF A
 CG0640'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  IT IS 0.35
 CG0640'MILE SW OF THE STATION, 28 FEET NW OF THE CENTER LINE OF THE
 CG0640'OLD HIGHWAY 86, 2 FEET S OF A WITNESS POST, AND ABOUT 1 FOOT
 CG0640'HIGHER THAN THE ROAD.
 CG0640
 CG0640                          STATION RECOVERY (1952)
 CG0640
 CG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0640'13.35 MI NE FROM SELLS.
 CG0640'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0640'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 0.25 MILE
 CG0640'SOUTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD, THIS MARK IS ON THE OLD
 CG0640'HIGHWAY 86, 253 FEET NORTHEAST OF THE CENTER LINE OF THE BABOQUIVARI
 CG0640'FOOT HILLS ROAD, 52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 CG0640'HIGHWAY, 54.6 FEET WEST OF R.M. NO. 1, 50.3 FEET WEST OF TELEPHONE
 CG0640'POLE NO. 308, 2.5 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT
 CG0640'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0640'0.8 FOOT ABOVE THE GROUND.
 CG0640
 CG0640                          STATION RECOVERY (2005)
 CG0640
 CG0640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JB)
 CG0640'RECOVERED AS DESCRIBED
 CG0640
 CG0640                          STATION RECOVERY (2007)
 CG0640
 CG0640'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 CG0640'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0642 ***********************************************************************
 CG0642  DESIGNATION -  A 121 AZ MK
 CG0642  PID         -  CG0642
 CG0642  STATE/COUNTY-  AZ/PIMA
 CG0642  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0642
 CG0642                         *CURRENT SURVEY CONTROL
 CG0642  ___________________________________________________________________
 CG0642* NAD 83(1986)-  31 59 20.     (N)    111 42 21.     (W)     SCALED    
 CG0642* NAVD 88     -       887.95   (+/-2cm)    2913.2    (feet)  VERTCON   
 CG0642  ___________________________________________________________________
 CG0642  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CG0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0642
 CG0642.The horizontal coordinates were scaled from a topographic map and have
 CG0642.an estimated accuracy of +/- 6 seconds.
 CG0642
 CG0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0642.The vertical order pertains to the NGVD 29 superseded value.
 CG0642
 CG0642.The geoid height was determined by GEOID03.
 CG0642
 CG0642;                    North         East    Units  Estimated Accuracy
 CG0642;SPC AZ C     -   109,650.      233,280.      MT  (+/- 180 meters Scaled)
 CG0642
 CG0642                          SUPERSEDED SURVEY CONTROL
 CG0642
 CG0642  NGVD 29 (??/??/92)  887.217  (m)         2910.81   (f) ADJ UNCH    2 0
 CG0642
 CG0642.Superseded values are not recommended for survey control.
 CG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0642.See file dsdata.txt to determine how the superseded data were derived.
 CG0642
 CG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA333394(NAD 83)
 CG0642_MARKER: DZ = AZIMUTH MARK DISK
 CG0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0642_STAMPING: B.M. A 121 1936
 CG0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0642+STABILITY: SURFACE MOTION
 CG0642
 CG0642  HISTORY     - Date     Condition        Report By
 CG0642  HISTORY     - 1936     MONUMENTED       CGS
 CG0642  HISTORY     - 1952     GOOD             NGS
 CG0642
 CG0642                          STATION DESCRIPTION
 CG0642
 CG0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0642'13.65 MI NE FROM SELLS.
 CG0642'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0642'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY  86, THENCE 0.25 MILES
 CG0642'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, THENCE 0.3 MILE WEST
 CG0642'ALONG OLD HIGHWAY 86, 0.35 MILE SOUTHWEST OF A 121, 28 FEET NORTHWEST
 CG0642'OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET SOUTH OF A WITNESS POST,
 CG0642'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0642'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0641 ***********************************************************************
 CG0641  DESIGNATION -  A 121 RM 1
 CG0641  PID         -  CG0641
 CG0641  STATE/COUNTY-  AZ/PIMA
 CG0641  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0641
 CG0641                         *CURRENT SURVEY CONTROL
 CG0641  ___________________________________________________________________
 CG0641* NAD 83(1986)-  31 59 29.     (N)    111 42 03.     (W)     SCALED    
 CG0641* NAVD 88     -       896.38   (+/-2cm)    2940.9    (feet)  VERTCON   
 CG0641  ___________________________________________________________________
 CG0641  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CG0641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0641
 CG0641.The horizontal coordinates were scaled from a topographic map and have
 CG0641.an estimated accuracy of +/- 6 seconds.
 CG0641
 CG0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0641.The vertical order pertains to the NGVD 29 superseded value.
 CG0641
 CG0641.The geoid height was determined by GEOID03.
 CG0641
 CG0641;                    North         East    Units  Estimated Accuracy
 CG0641;SPC AZ C     -   109,930.      233,760.      MT  (+/- 180 meters Scaled)
 CG0641
 CG0641                          SUPERSEDED SURVEY CONTROL
 CG0641
 CG0641  NGVD 29 (??/??/92)  895.650  (m)         2938.48   (f) ADJ UNCH    2 0
 CG0641
 CG0641.Superseded values are not recommended for survey control.
 CG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0641.See file dsdata.txt to determine how the superseded data were derived.
 CG0641
 CG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA337396(NAD 83)
 CG0641_MARKER: DR = REFERENCE MARK DISK
 CG0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0641_STAMPING: B.M. A 121 NO. 1 1936
 CG0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0641+STABILITY: SURFACE MOTION
 CG0641
 CG0641  HISTORY     - Date     Condition        Report By
 CG0641  HISTORY     - 1936     MONUMENTED       CGS
 CG0641  HISTORY     - 1952     GOOD             NGS
 CG0641
 CG0641                          STATION DESCRIPTION
 CG0641
 CG0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0641'13.35 MI NE FROM SELLS.
 CG0641'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0641'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 0.25 MILE
 CG0641'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 96 FEET SOUTHEAST OF THE
 CG0641'CENTER LINE OF THE OLD HIGHWAY 86, 54.6 FEET EAST OF THE B.M. A 121,
 CG0641'6.1 FEET SOUTHEAST OF TELEPHONE POLE 308, ABOUT LEVEL WITH THE ROAD,
 CG0641'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0641'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0656 ***********************************************************************
 CG0656  DESIGNATION -  A 122
 CG0656  PID         -  CG0656
 CG0656  STATE/COUNTY-  AZ/PIMA
 CG0656  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0656
 CG0656                         *CURRENT SURVEY CONTROL
 CG0656  ___________________________________________________________________
 CG0656* NAD 83(1986)-  31 53 06.     (N)    111 38 48.     (W)     SCALED    
 CG0656* NAVD 88     -      1159.25   (+/-2cm)    3803.3    (feet)  VERTCON   
 CG0656  ___________________________________________________________________
 CG0656  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0656
 CG0656.The horizontal coordinates were scaled from a topographic map and have
 CG0656.an estimated accuracy of +/- 6 seconds.
 CG0656
 CG0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0656.The vertical order pertains to the NGVD 29 superseded value.
 CG0656
 CG0656.The geoid height was determined by GEOID03.
 CG0656
 CG0656;                    North         East    Units  Estimated Accuracy
 CG0656;SPC AZ C     -    98,150.      238,900.      MT  (+/- 180 meters Scaled)
 CG0656
 CG0656                          SUPERSEDED SURVEY CONTROL
 CG0656
 CG0656  NGVD 29 (??/??/92) 1158.469  (m)         3800.74   (f) ADJ UNCH    2 0
 CG0656
 CG0656.Superseded values are not recommended for survey control.
 CG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0656.See file dsdata.txt to determine how the superseded data were derived.
 CG0656
 CG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA388278(NAD 83)
 CG0656_MARKER: DB = BENCH MARK DISK
 CG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0656_STAMPING: A 122 1935
 CG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0656+STABILITY: SURFACE MOTION
 CG0656
 CG0656  HISTORY     - Date     Condition        Report By
 CG0656  HISTORY     - 1935     MONUMENTED       CGS
 CG0656  HISTORY     - 1952     GOOD             NGS
 CG0656
 CG0656                          STATION DESCRIPTION
 CG0656
 CG0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0656'17.0 MI NE FROM TOPAWA.
 CG0656'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION,
 CG0656'AT TOPAWA, THENCE 8.1 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS
 CG0656'ROAD, 23.6 MILES EAST OF SELLS, 0.3 MILE SOUTHEAST OF THE SOUTHEAST
 CG0656'CORNER OF A FENCE LINE, 44 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 CG0656'ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 CG0656'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0656'THE GROUND, AND A METAL TAG STAMPED 3801.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0692 ***********************************************************************
 CG0692  DESIGNATION -  A 123
 CG0692  PID         -  CG0692
 CG0692  STATE/COUNTY-  AZ/PIMA
 CG0692  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0692
 CG0692                         *CURRENT SURVEY CONTROL
 CG0692  ___________________________________________________________________
 CG0692* NAD 83(1986)-  31 37 32.     (N)    111 42 50.     (W)     SCALED    
 CG0692* NAVD 88     -       834.43   (+/-2cm)    2737.6    (feet)  VERTCON   
 CG0692  ___________________________________________________________________
 CG0692  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 CG0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0692
 CG0692.The horizontal coordinates were scaled from a topographic map and have
 CG0692.an estimated accuracy of +/- 6 seconds.
 CG0692
 CG0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0692.The vertical order pertains to the NGVD 29 superseded value.
 CG0692
 CG0692.The geoid height was determined by GEOID03.
 CG0692
 CG0692;                    North         East    Units  Estimated Accuracy
 CG0692;SPC AZ C     -    69,370.      232,600.      MT  (+/- 180 meters Scaled)
 CG0692
 CG0692                          SUPERSEDED SURVEY CONTROL
 CG0692
 CG0692  NGVD 29 (??/??/92)  833.673  (m)         2735.14   (f) ADJ UNCH    2 0
 CG0692
 CG0692.Superseded values are not recommended for survey control.
 CG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0692.See file dsdata.txt to determine how the superseded data were derived.
 CG0692
 CG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV322991(NAD 83)
 CG0692_MARKER: DB = BENCH MARK DISK
 CG0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0692_STAMPING: A 123 1935
 CG0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0692+STABILITY: SURFACE MOTION
 CG0692
 CG0692  HISTORY     - Date     Condition        Report By
 CG0692  HISTORY     - 1935     MONUMENTED       CGS
 CG0692  HISTORY     - 1952     GOOD             NGS
 CG0692  HISTORY     - 1977     GOOD             USGS
 CG0692
 CG0692                          STATION DESCRIPTION
 CG0692
 CG0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0692'4.3 MI E FROM SAN MIGUEL.
 CG0692'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0692'MIGUEL, 1 MILE EAST OF U 305, NEAR THE JUNCTION OF BABOQUIVARI FOOT
 CG0692'HILLS ROAD AND SAN MIGUEL ROAD, 73 1/2 FEET SOUTH OF THE CENTER LINE
 CG0692'OF THE BABOQUIVARI FOOT HILLS ROAD, 1.7 FEET NORTH OF A WITNESS POST,
 CG0692'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0692'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND A METAL TAG STAMPED 2735.7.
 CG0692
 CG0692                          STATION RECOVERY (1977)
 CG0692
 CG0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0692'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION (1
 CG0692'MI E. OF BM U 305). ABOUT 700 FT SE. OF RD. JUNCTION, 73-1/2 FT S. OF
 CG0692'CENTERLINE OF RD., 1.7 FT N. OF WITNESS POST, ABOUT LEVEL WITH
 CG0692'GROUND. SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND
 CG0692'(WITH METAL TAG STAMPED 2735.7). STANDARD C AND GS TABLET STAMPED A
 CG0692'123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0475 ***********************************************************************
 FR0475  DESIGNATION -  A 124
 FR0475  PID         -  FR0475
 FR0475  STATE/COUNTY-  AZ/MOHAVE
 FR0475  USGS QUAD   -  VALENTINE (1980)
 FR0475
 FR0475                         *CURRENT SURVEY CONTROL
 FR0475  ___________________________________________________________________
 FR0475* NAD 83(1986)-  35 23 03.     (N)    113 44 01.     (W)     SCALED    
 FR0475* NAVD 88     -      1082.828  (meters)    3552.58   (feet)  POSTED    
 FR0475  ___________________________________________________________________
 FR0475  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FR0475  DYNAMIC HT  -        1081.540 (meters)    3548.35  (feet)  COMP
 FR0475  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 FR0475
 FR0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0475
 FR0475.The horizontal coordinates were scaled from a topographic map and have
 FR0475.an estimated accuracy of +/- 6 seconds.
 FR0475
 FR0475.The orthometric height was determined by differential leveling
 FR0475.and adjusted by the  in 1992.
 FR0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0475.rate of 0.0 thru 1.0 mm/km.
 FR0475
 FR0475.The geoid height was determined by GEOID03.
 FR0475
 FR0475.The dynamic height is computed by dividing the NAVD 88
 FR0475.geopotential number by the normal gravity value computed on the
 FR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0475.degrees latitude (g = 980.6199 gals.).
 FR0475
 FR0475.The modeled gravity was interpolated from observed gravity values.
 FR0475
 FR0475;                    North         East    Units  Estimated Accuracy
 FR0475;SPC AZ W     -   486,210.      214,850.      MT  (+/- 180 meters Scaled)
 FR0475
 FR0475                          SUPERSEDED SURVEY CONTROL
 FR0475
 FR0475  NGVD 29 (??/??/92) 1082.028  (m)         3549.95   (f) ADJ UNCH    1 1
 FR0475
 FR0475.Superseded values are not recommended for survey control.
 FR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0475.See file dsdata.txt to determine how the superseded data were derived.
 FR0475
 FR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE516190(NAD 83)
 FR0475_MARKER: DB = BENCH MARK DISK
 FR0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0475_STAMPING: A 124 1935
 FR0475_MARK LOGO: CGS   
 FR0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0475+STABILITY: SURFACE MOTION
 FR0475
 FR0475  HISTORY     - Date     Condition        Report By
 FR0475  HISTORY     - 1935     MONUMENTED       CGS
 FR0475  HISTORY     - 1940     GOOD             NGS
 FR0475  HISTORY     - 1982     GOOD             NGS
 FR0475
 FR0475                          STATION DESCRIPTION
 FR0475
 FR0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0475'1.0 MI NW FROM HACKBERRY.
 FR0475'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 FR0475'FE RAILWAY FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 5-1/2 POLES
 FR0475'EAST OF MILEPOST 490, 240 FEET SOUTHEAST OF BLOCK SIGNAL 4893, AT A
 FR0475'STONE CULVERT, IN THE TOP OF THE WEST WINGWALL, 15 FEET SOUTH OF THE
 FR0475'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL. A
 FR0475'STANDARD DISK, STAMPED A 124 1935.
 FR0475
 FR0475                          STATION RECOVERY (1982)
 FR0475
 FR0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0475'INACCESSIBLE, NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0453 ***********************************************************************
 FS0453  DESIGNATION -  A 126
 FS0453  PID         -  FS0453
 FS0453  STATE/COUNTY-  AZ/MOHAVE
 FS0453  USGS QUAD   -  GARNET MTN (1989)
 FS0453
 FS0453                         *CURRENT SURVEY CONTROL
 FS0453  ___________________________________________________________________
 FS0453* NAD 83(1986)-  35 50 40.     (N)    114 05 32.     (W)     SCALED    
 FS0453* NAVD 88     -      1117.924  (meters)    3667.72   (feet)  POSTED    
 FS0453  ___________________________________________________________________
 FS0453  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FS0453  DYNAMIC HT  -        1116.660 (meters)    3663.58  (feet)  COMP
 FS0453  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 FS0453
 FS0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0453
 FS0453.The horizontal coordinates were scaled from a topographic map and have
 FS0453.an estimated accuracy of +/- 6 seconds.
 FS0453
 FS0453.The orthometric height was determined by differential leveling
 FS0453.and adjusted by the  in 1992.
 FS0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0453.rate of 0.0 thru 1.0 mm/km.
 FS0453
 FS0453.The geoid height was determined by GEOID03.
 FS0453
 FS0453.The dynamic height is computed by dividing the NAVD 88
 FS0453.geopotential number by the normal gravity value computed on the
 FS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0453.degrees latitude (g = 980.6199 gals.).
 FS0453
 FS0453.The modeled gravity was interpolated from observed gravity values.
 FS0453
 FS0453;                    North         East    Units  Estimated Accuracy
 FS0453;SPC AZ W     -   537,330.      182,450.      MT  (+/- 180 meters Scaled)
 FS0453
 FS0453                          SUPERSEDED SURVEY CONTROL
 FS0453
 FS0453  NGVD 29 (??/??/92) 1117.163  (m)         3665.23   (f) ADJ UNCH    1 1
 FS0453
 FS0453.Superseded values are not recommended for survey control.
 FS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0453.See file dsdata.txt to determine how the superseded data were derived.
 FS0453
 FS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV626706(NAD 83)
 FS0453_MARKER: DB = BENCH MARK DISK
 FS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0453_STAMPING: A 126 1935
 FS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0453+STABILITY: SURFACE MOTION
 FS0453
 FS0453  HISTORY     - Date     Condition        Report By
 FS0453  HISTORY     - 1935     MONUMENTED       CGS
 FS0453  HISTORY     - 1950     GOOD             NGS
 FS0453  HISTORY     - 19870126 GOOD             USPSQD
 FS0453
 FS0453                          STATION DESCRIPTION
 FS0453
 FS0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0453'22.5 MI S FROM PIERCES FERRY.
 FS0453'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0453'RANGER STATION AT PIERCES FERRY, THENCE 9.1 MILES SOUTH ALONG
 FS0453'A DIRT ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5
 FS0453'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 FS0453'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 FS0453'FOOT ABOVE GROUND.
 FS0453
 FS0453                          STATION RECOVERY (1987)
 FS0453
 FS0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0392 ***********************************************************************
 GR0392  DESIGNATION -  A 127
 GR0392  PID         -  GR0392
 GR0392  STATE/COUNTY-  AZ/MOHAVE
 GR0392  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0392
 GR0392                         *CURRENT SURVEY CONTROL
 GR0392  ___________________________________________________________________
 GR0392* NAD 83(1986)-  36 06 14.     (N)    114 03 04.     (W)     SCALED    
 GR0392* NAVD 88     -       678.854  (meters)    2227.21   (feet)  POSTED    
 GR0392  ___________________________________________________________________
 GR0392  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR0392  DYNAMIC HT  -         678.130 (meters)    2224.83  (feet)  COMP
 GR0392  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 GR0392
 GR0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0392
 GR0392.The horizontal coordinates were scaled from a topographic map and have
 GR0392.an estimated accuracy of +/- 6 seconds.
 GR0392
 GR0392.The orthometric height was determined by differential leveling
 GR0392.and adjusted by the  in 1992.
 GR0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0392.rate of 0.0 thru 1.0 mm/km.
 GR0392
 GR0392.The geoid height was determined by GEOID03.
 GR0392
 GR0392.The dynamic height is computed by dividing the NAVD 88
 GR0392.geopotential number by the normal gravity value computed on the
 GR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0392.degrees latitude (g = 980.6199 gals.).
 GR0392
 GR0392.The modeled gravity was interpolated from observed gravity values.
 GR0392
 GR0392;                    North         East    Units  Estimated Accuracy
 GR0392;SPC AZ W     -   566,100.      186,250.      MT  (+/- 180 meters Scaled)
 GR0392
 GR0392                          SUPERSEDED SURVEY CONTROL
 GR0392
 GR0392  NGVD 29 (??/??/92)  678.139  (m)         2224.86   (f) ADJ UNCH    1 1
 GR0392
 GR0392.Superseded values are not recommended for survey control.
 GR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0392.See file dsdata.txt to determine how the superseded data were derived.
 GR0392
 GR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV654994(NAD 83)
 GR0392_MARKER: DB = BENCH MARK DISK
 GR0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0392_SP_SET: CULVERT
 GR0392_STAMPING: A 127 1935
 GR0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0392
 GR0392  HISTORY     - Date     Condition        Report By
 GR0392  HISTORY     - 1935     MONUMENTED       CGS
 GR0392  HISTORY     - 1950     GOOD             NGS
 GR0392
 GR0392                          STATION DESCRIPTION
 GR0392
 GR0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0392'3.1 MI SW FROM PIERCES FERRY.
 GR0392'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0392'STATION AT PIERCES FERRY, THENCE 2.6 MILES SOUTHWEST ALONG AN OLD
 GR0392'ABANDONED ROAD, IN THE TOP OF A LARGE GRANITE BOULDER, 55 YARDS SOUTH
 GR0392'OF THE SOUTH END OF THE EAST ROCK HEAD WALL OF AN 18-INCH CORRUGATED
 GR0392'METAL PIPE CULVERT, 96 FEET EAST OF THE CENTER OF THE JUNCTION OF THE
 GR0392'PARK SERVICE ROAD, 63 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE
 GR0392'CENTER LINE OF THE PARK SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0439 ***********************************************************************
 FS0439  DESIGNATION -  A 128
 FS0439  PID         -  FS0439
 FS0439  STATE/COUNTY-  AZ/MOHAVE
 FS0439  USGS QUAD   -  GOLD BASIN (1989)
 FS0439
 FS0439                         *CURRENT SURVEY CONTROL
 FS0439  ___________________________________________________________________
 FS0439* NAD 83(1986)-  35 47 58.     (N)    114 08 33.     (W)     SCALED    
 FS0439* NAVD 88     -       865.704  (meters)    2840.23   (feet)  POSTED    
 FS0439  ___________________________________________________________________
 FS0439  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FS0439  DYNAMIC HT  -         864.740 (meters)    2837.07  (feet)  COMP
 FS0439  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 FS0439
 FS0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0439
 FS0439.The horizontal coordinates were scaled from a topographic map and have
 FS0439.an estimated accuracy of +/- 6 seconds.
 FS0439
 FS0439.The orthometric height was determined by differential leveling
 FS0439.and adjusted by the  in 1992.
 FS0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0439.rate of 0.0 thru 1.0 mm/km.
 FS0439
 FS0439.The geoid height was determined by GEOID03.
 FS0439
 FS0439.The dynamic height is computed by dividing the NAVD 88
 FS0439.geopotential number by the normal gravity value computed on the
 FS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0439.degrees latitude (g = 980.6199 gals.).
 FS0439
 FS0439.The modeled gravity was interpolated from observed gravity values.
 FS0439
 FS0439;                    North         East    Units  Estimated Accuracy
 FS0439;SPC AZ W     -   532,350.      177,880.      MT  (+/- 180 meters Scaled)
 FS0439
 FS0439                          SUPERSEDED SURVEY CONTROL
 FS0439
 FS0439  NGVD 29 (??/??/92)  864.959  (m)         2837.79   (f) ADJ UNCH    1 1
 FS0439
 FS0439.Superseded values are not recommended for survey control.
 FS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0439.See file dsdata.txt to determine how the superseded data were derived.
 FS0439
 FS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV582654(NAD 83)
 FS0439_MARKER: DB = BENCH MARK DISK
 FS0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0439_STAMPING: A 128 1935
 FS0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0439+STABILITY: SURFACE MOTION
 FS0439
 FS0439  HISTORY     - Date     Condition        Report By
 FS0439  HISTORY     - 1935     MONUMENTED       CGS
 FS0439  HISTORY     - 1950     GOOD             NGS
 FS0439  HISTORY     - 19870126 GOOD             USPSQD
 FS0439
 FS0439                          STATION DESCRIPTION
 FS0439
 FS0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0439'28.3 MI S FROM PIERCES FERRY.
 FS0439'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0439'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG
 FS0439'A DIRT ROAD, THENCE 1.2 MILES NORTHWEST ALONG THE HUALPAI WASH
 FS0439'ROAD, 0.5 MILE NORTHWEST OF A LARGE POND USED FOR WATERING CATTLE,
 FS0439'55 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTH
 FS0439'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 FS0439'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 FS0439
 FS0439                          STATION RECOVERY (1987)
 FS0439
 FS0439'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0976 ***********************************************************************
 DV0976  DESIGNATION -  A 13
 DV0976  PID         -  DV0976
 DV0976  STATE/COUNTY-  AZ/MARICOPA
 DV0976  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0976
 DV0976                         *CURRENT SURVEY CONTROL
 DV0976  ___________________________________________________________________
 DV0976* NAD 83(1992)-  33 33 48.74419(N)    113 12 52.05025(W)     ADJUSTED  
 DV0976* NAVD 88     -       401.366  (meters)    1316.82   (feet)  ADJUSTED  
 DV0976  ___________________________________________________________________
 DV0976  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DV0976  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV0976  DYNAMIC HT  -         400.895 (meters)    1315.27  (feet)  COMP
 DV0976  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV0976
 DV0976  HORZ ORDER  -  SECOND
 DV0976  VERT ORDER  -  FIRST     CLASS II
 DV0976
 DV0976.The horizontal coordinates were established by classical geodetic methods
 DV0976.and adjusted by the National Geodetic Survey in August 1993.
 DV0976
 DV0976.The orthometric height was determined by differential leveling
 DV0976.and adjusted in June 1991.
 DV0976
 DV0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0976
 DV0976.The geoid height was determined by GEOID03.
 DV0976
 DV0976.The dynamic height is computed by dividing the NAVD 88
 DV0976.geopotential number by the normal gravity value computed on the
 DV0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0976.degrees latitude (g = 980.6199 gals.).
 DV0976
 DV0976.The modeled gravity was interpolated from observed gravity values.
 DV0976
 DV0976;                    North         East     Units Scale Factor Converg.
 DV0976;SPC AZ C     -   285,001.788    92,862.083   MT  1.00007895   -0 43 03.3
 DV0976;SPC AZ C     -   935,045.24    304,665.63   iFT  1.00007895   -0 43 03.3
 DV0976;SPC AZ W     -   284,385.185   263,084.468   MT  0.99996380   +0 17 45.9
 DV0976;SPC AZ W     -   933,022.26    863,138.02   iFT  0.99996380   +0 17 45.9
 DV0976;UTM  12      - 3,715,960.734   294,439.554   MT  1.00012097   -1 13 29.0
 DV0976
 DV0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0976!SPC AZ C     -   0.99994187  x   1.00007895  =   1.00002081
 DV0976!SPC AZ W     -   0.99994187  x   0.99996380  =   0.99990567
 DV0976!UTM  12      -   0.99994187  x   1.00012097  =   1.00006283
 DV0976
 DV0976                          SUPERSEDED SURVEY CONTROL
 DV0976
 DV0976  NAD 83(1986)-  33 33 48.73578(N)    113 12 52.05737(W) AD(       ) 2
 DV0976  NAD 27      -  33 33 48.60580(N)    113 12 49.37000(W) AD(       ) 2
 DV0976  NGVD 29 (??/??/92)  400.856  (m)         1315.14   (f) ADJ UNCH    1 2
 DV0976
 DV0976.Superseded values are not recommended for survey control.
 DV0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0976.See file dsdata.txt to determine how the superseded data were derived.
 DV0976
 DV0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9444015961(NAD 83)
 DV0976_MARKER: DB = BENCH MARK DISK
 DV0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0976_STAMPING: 1315.142 A 13 1927
 DV0976_MARK LOGO: CGS   
 DV0976_PROJECTION: PROJECTING 25 CENTIMETERS
 DV0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0976+STABILITY: SURFACE MOTION
 DV0976
 DV0976  HISTORY     - Date     Condition        Report By
 DV0976  HISTORY     - 1948     MONUMENTED       CGS
 DV0976  HISTORY     - 1948     GOOD             NGS
 DV0976  HISTORY     - 1981     GOOD             NGS
 DV0976
 DV0976                          STATION DESCRIPTION
 DV0976
 DV0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0976'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK U.S. COAST
 DV0976'AND GEODETIC SURVEY BENCH MARK, APPROXIMATELY THE SAME ELEVATION
 DV0976'AS THE STATION, 20 PACES NORTHEAST OF THE CENTER LINE OF
 DV0976'BLADED ROAD, PROJECTS 4 INCHES, AND IS STAMPED, A 13 1927
 DV0976'1315.142.
 DV0976'
 DV0976'TO REACH FROM THE SHELL SERVICE STATION ON THE EAST EDGE OF
 DV0976'SALOME.  GO SOUTHERLY ALONG THE BLADED ROAD TOWARD HASSAYAMPA
 DV0976'FOR 0.3 MILE TO Y INTERSECTION.  TAKE LEFT FORK AND FOLLOW
 DV0976'MAIN TRAVELED ROAD FOR 28.2 MILES TO AN OLD ABANDONED ADOBE
 DV0976'BUILDING ON THE LEFT (NORTHEAST) SIDE OF ROAD.  CONTINUE
 DV0976'0.25 MILE TO STATION SITE ON RIGHT (SOUTHWEST) SIDE OF ROAD
 DV0976'AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV0976
 DV0976                          STATION RECOVERY (1948)
 DV0976
 DV0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0976'27.9 MI SE FROM SALOME.
 DV0976'IN MARICOPA COUNTY, 27.9 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD
 DV0976'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, 0.2 MILE
 DV0976'SOUTHEAST OF THE ABANDONED ADOBE BUILDINGS OF THE MOSHER RANCH, ON THE
 DV0976'OPPOSITE SIDE OF THE ROAD FROM TRIANGULATION STATION MOSHER 1948, 63
 DV0976'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 20 PACES SOUTHWEST
 DV0976'OF A WASH.  A STANDARD DISK, STAMPED 1315.142 A 13 1927 AND SET IN THE
 DV0976'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. NOTE-- THIS
 DV0976'BENCH MARK MAY BE REACHED FROM THE SHELL SERVICE STATION IN THE EAST
 DV0976'END OF SALOME BY GOING 0.3 MILE SOUTHEAST ALONG THE HASSAYAMPA ROAD TO
 DV0976'A CATTLE GUARD AND ROAD FORK, TAKE THE LEFT FORK AND FOLLOW THE
 DV0976'MAIN-TRAVELED ROAD FOR 27.4 MILES TO AN OLD ABANDONED ADOBE BUILDING,
 DV0976'AND CONTINUE 0.25 MILE TO THE SITE OF THE MARK ON THE NORTHEAST SIDE
 DV0976'OF THE ROAD.
 DV0976
 DV0976                          STATION RECOVERY (1981)
 DV0976
 DV0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0976'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0976'AT TONOPAH, THENCE 17.3 KM (10.75 MI) NORTHWEST ALONG SALOME ROAD,
 DV0976'24.7 METERS (81 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 66.8
 DV0976'METERS (219 FT) EAST OF AND ACROSS THE ROAD FROM A LARGE LONE IRONWOOD
 DV0976'TREE, 114.4 METERS (375.2 FT) NORTHEAST OF UNDERGROUND TELEPHONE
 DV0976'CABLE WOODEN WITNESS POST 310, 32.7 METERS (107.2 FT) NORTHEAST OF
 DV0976'STATION MOSHER.
 DV0976'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 DV0976'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1481 ***********************************************************************
 GR1481  DESIGNATION -  A 13
 GR1481  PID         -  GR1481
 GR1481  STATE/COUNTY-  AZ/MOHAVE
 GR1481  USGS QUAD   -  BOULDER CANYON (1983)
 GR1481
 GR1481                         *CURRENT SURVEY CONTROL
 GR1481  ___________________________________________________________________
 GR1481* NAD 83(1992)-  36 07 44.20174(N)    114 36 31.19945(W)     ADJUSTED  
 GR1481* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 GR1481  ___________________________________________________________________
 GR1481  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GR1481  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1481  HORZ ORDER  -  THIRD
 GR1481
 GR1481.The horizontal coordinates were established by classical geodetic methods
 GR1481.and adjusted by the National Geodetic Survey in August 1993.
 GR1481
 GR1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1481
 GR1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1481
 GR1481.The geoid height was determined by GEOID03.
 GR1481
 GR1481;                    North         East     Units Scale Factor Converg.
 GR1481;SPC AZ W     -   569,179.664   136,069.954   MT  1.00000691   -0 30 22.7
 GR1481;SPC AZ W     - 1,867,387.35    446,423.73   iFT  1.00000691   -0 30 22.7
 GR1481;SPC NV E     - 8,153,416.774   287,728.799   MT  0.99999480   +0 34 28.9
 GR1481;SPC NV E     -26,750,001.53    943,990.23   sFT  0.99999480   +0 34 28.9
 GR1481;UTM  11      - 4,000,899.125   715,193.004   MT  1.00017062   +1 24 37.7
 GR1481
 GR1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1481!SPC AZ W     -   0.99995468  x   1.00000691  =   0.99996159
 GR1481!SPC NV E     -   0.99995468  x   0.99999480  =   0.99994948
 GR1481!UTM  11      -   0.99995468  x   1.00017062  =   1.00012529
 GR1481
 GR1481:                Primary Azimuth Mark                     Grid Az
 GR1481:SPC AZ W     -  A 14                                     063 12 49.8
 GR1481:SPC NV E     -  A 14                                     062 07 58.2
 GR1481:UTM  11      -  A 14                                     061 17 49.4
 GR1481
 GR1481|---------------------------------------------------------------------|
 GR1481| PID    Reference Object                     Distance      Geod. Az  |
 GR1481|                                                           dddmmss.s |
 GR1481| GR1482 A 14                                448.772 METERS 0624227.1 |
 GR1481| GR1480 A 12                                478.154 METERS 2711335.8 |
 GR1481|---------------------------------------------------------------------|
 GR1481
 GR1481                          SUPERSEDED SURVEY CONTROL
 GR1481
 GR1481  NAD 83(1986)-  36 07 44.18829(N)    114 36 31.19050(W) AD(       ) 3
 GR1481  NGVD 29 (06/27/88)  316.0    (m)         1037.     (f) VERT ANG    3  
 GR1481
 GR1481.Superseded values are not recommended for survey control.
 GR1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1481.See file dsdata.txt to determine how the superseded data were derived.
 GR1481
 GR1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1519300899(NAD 83)
 GR1481_MARKER: DS = TRIANGULATION STATION DISK
 GR1481_SETTING: 66 = SET IN ROCK OUTCROP
 GR1481_SP_SET: SET IN ROCK OUTCROP
 GR1481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1481+STABILITY: POSITION/ELEVATION WELL
 GR1481
 GR1481  HISTORY     - Date     Condition        Report By
 GR1481  HISTORY     - 1948     MONUMENTED       USGS
 GR1481
 GR1481                          STATION DESCRIPTION
 GR1481
 GR1481'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1481'LOCATED ABOUT 3.3 MI E. OF BEACON ISLAND, ABOUT 0.5 MI SE. OF
 GR1481'N.P.S. REFLECTOR.  IN BOULDER CANYON, AT END OF LONG, NARROW
 GR1481'RIDGE, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1481'
 GR1481'TO REACH NOT GIVEN.
 GR1481'
 GR1481'STATION MARK--STANDARD TABLET STAMPED---A13 1948---, CEMENTED IN
 GR1481'ROCK OUTCROP.
 GR1481'
 GR1481'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0110 ***********************************************************************
 GQ0110  DESIGNATION -  A 130
 GQ0110  PID         -  GQ0110
 GQ0110  STATE/COUNTY-  AZ/MOHAVE
 GQ0110  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0110
 GQ0110                         *CURRENT SURVEY CONTROL
 GQ0110  ___________________________________________________________________
 GQ0110* NAD 83(1986)-  36 14 13.     (N)    113 53 30.     (W)     SCALED    
 GQ0110* NAVD 88     -       656.891  (meters)    2155.15   (feet)  POSTED    
 GQ0110  ___________________________________________________________________
 GQ0110  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GQ0110  DYNAMIC HT  -         656.200 (meters)    2152.88  (feet)  COMP
 GQ0110  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 GQ0110
 GQ0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0110
 GQ0110.The horizontal coordinates were scaled from a topographic map and have
 GQ0110.an estimated accuracy of +/- 6 seconds.
 GQ0110
 GQ0110.The orthometric height was determined by differential leveling
 GQ0110.and adjusted by the  in 1992.
 GQ0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0110.rate of 0.0 thru 1.0 mm/km.
 GQ0110
 GQ0110.The geoid height was determined by GEOID03.
 GQ0110
 GQ0110.The dynamic height is computed by dividing the NAVD 88
 GQ0110.geopotential number by the normal gravity value computed on the
 GQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0110.degrees latitude (g = 980.6199 gals.).
 GQ0110
 GQ0110.The modeled gravity was interpolated from observed gravity values.
 GQ0110
 GQ0110;                    North         East    Units  Estimated Accuracy
 GQ0110;SPC AZ W     -   580,830.      200,630.      MT  (+/- 180 meters Scaled)
 GQ0110
 GQ0110                          SUPERSEDED SURVEY CONTROL
 GQ0110
 GQ0110  NGVD 29 (??/??/92)  656.183  (m)         2152.83   (f) ADJ UNCH    1 1
 GQ0110
 GQ0110.Superseded values are not recommended for survey control.
 GQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0110.See file dsdata.txt to determine how the superseded data were derived.
 GQ0110
 GQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF401141(NAD 83)
 GQ0110_MARKER: DB = BENCH MARK DISK
 GQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0110_STAMPING: A 130 1935
 GQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0110+STABILITY: SURFACE MOTION
 GQ0110
 GQ0110  HISTORY     - Date     Condition        Report By
 GQ0110  HISTORY     - 1935     MONUMENTED       CGS
 GQ0110  HISTORY     - 1950     GOOD             NGS
 GQ0110
 GQ0110                          STATION DESCRIPTION
 GQ0110
 GQ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0110'55.2 MI SE FROM RIVERSIDE, NV.
 GQ0110'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0110'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0110'THENCE 15.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0110'FERRY ROAD, ABOUT 75 YARDS SOUTHWEST OF THE NORTHWEST END OF A LOW
 GQ0110'ROCKY RIDGE, 80 FEET NORTHWEST OF A POINT WHERE THE ROAD CROSSES A
 GQ0110'SMALL DRAW, 11 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.1 FEET
 GQ0110'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GQ0110'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0130 ***********************************************************************
 ET0130  DESIGNATION -  A 131
 ET0130  PID         -  ET0130
 ET0130  STATE/COUNTY-  AZ/YAVAPAI
 ET0130  USGS QUAD   -  HUMBOLDT (1973)
 ET0130
 ET0130                         *CURRENT SURVEY CONTROL
 ET0130  ___________________________________________________________________
 ET0130* NAD 83(1986)-  34 32 59.     (N)    112 09 28.     (W)     SCALED    
 ET0130* NAVD 88     -      1497.93   (+/-2cm)    4914.5    (feet)  VERTCON   
 ET0130  ___________________________________________________________________
 ET0130  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ET0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0130
 ET0130.The horizontal coordinates were scaled from a topographic map and have
 ET0130.an estimated accuracy of +/- 6 seconds.
 ET0130
 ET0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0130.The vertical order pertains to the NGVD 29 superseded value.
 ET0130
 ET0130.The geoid height was determined by GEOID03.
 ET0130
 ET0130;                    North         East    Units  Estimated Accuracy
 ET0130;SPC AZ C     -   393,650.      191,230.      MT  (+/- 180 meters Scaled)
 ET0130
 ET0130                          SUPERSEDED SURVEY CONTROL
 ET0130
 ET0130  NGVD 29 (??/??/92) 1497.112  (m)         4911.77   (f) ADJ UNCH    2 0
 ET0130
 ET0130.Superseded values are not recommended for survey control.
 ET0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0130.See file dsdata.txt to determine how the superseded data were derived.
 ET0130
 ET0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD937237(NAD 83)
 ET0130_MARKER: DB = BENCH MARK DISK
 ET0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0130_STAMPING: A 131
 ET0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0130+STABILITY: SURFACE MOTION
 ET0130
 ET0130  HISTORY     - Date     Condition        Report By
 ET0130  HISTORY     - UNK      MONUMENTED       CGS
 ET0130  HISTORY     - 1973     GOOD             USGS
 ET0130  HISTORY     - 20080711 MARK NOT FOUND   GEOCAC
 ET0130
 ET0130                          STATION DESCRIPTION
 ET0130
 ET0130'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0130'5.7 MI E FROM DEWEY.
 ET0130'ABOUT 5.2 MILES EAST ALONG THE CHERRY ROAD FROM THE JUNCTION OF STATE
 ET0130'HIGHWAY 169 AND STATE HIGHWAY 69 IN DEWEY, ABOUT 0.1 MILES EAST OF A
 ET0130'LARGE PROMINENT WASH, AT AN OLD SIDE ROAD, 45 FT. SOUTH OF THE ROAD
 ET0130'(CENTER LINE) AND 27 FT. EAST OF THE SIDE ROAD TO THE SOUTH AND SET IN
 ET0130'THE TOP OF A CONCRETE POST.
 ET0130
 ET0130                          STATION RECOVERY (2008)
 ET0130
 ET0130'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0130'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND NEW
 ET0130'CONSTRUCTION, WORKED SOIL, AND HEAVY VEGETATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0313 ***********************************************************************
 ET0313  DESIGNATION -  A 132
 ET0313  PID         -  ET0313
 ET0313  STATE/COUNTY-  AZ/YAVAPAI
 ET0313  USGS QUAD   -  ESTLER PEAK (1974)
 ET0313
 ET0313                         *CURRENT SURVEY CONTROL
 ET0313  ___________________________________________________________________
 ET0313* NAD 83(1986)-  34 24 23.     (N)    112 04 37.     (W)     SCALED    
 ET0313* NAVD 88     -      1162.77   (+/-2cm)    3814.9    (feet)  VERTCON   
 ET0313  ___________________________________________________________________
 ET0313  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0313
 ET0313.The horizontal coordinates were scaled from a topographic map and have
 ET0313.an estimated accuracy of +/- 6 seconds.
 ET0313
 ET0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0313.The vertical order pertains to the NGVD 29 superseded value.
 ET0313
 ET0313.The geoid height was determined by GEOID03.
 ET0313
 ET0313;                    North         East    Units  Estimated Accuracy
 ET0313;SPC AZ C     -   377,740.      198,630.      MT  (+/- 180 meters Scaled)
 ET0313
 ET0313                          SUPERSEDED SURVEY CONTROL
 ET0313
 ET0313  NGVD 29 (??/??/92) 1162.066  (m)         3812.54   (f) ADJ UNCH    2 0
 ET0313
 ET0313.Superseded values are not recommended for survey control.
 ET0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0313.See file dsdata.txt to determine how the superseded data were derived.
 ET0313
 ET0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD010077(NAD 83)
 ET0313_MARKER: DB = BENCH MARK DISK
 ET0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0313_STAMPING: A 132 1935
 ET0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0313+STABILITY: SURFACE MOTION
 ET0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0313+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0313
 ET0313  HISTORY     - Date     Condition        Report By
 ET0313  HISTORY     - 1935     MONUMENTED       CGS
 ET0313  HISTORY     - 1952     GOOD             NGS
 ET0313  HISTORY     - 1958     GOOD             NGS
 ET0313  HISTORY     - 20080613 GOOD             GEOCAC
 ET0313  HISTORY     - 20080816 GOOD             GEOCAC
 ET0313  HISTORY     - 20080816 GOOD             GEOCAC
 ET0313
 ET0313                          STATION DESCRIPTION
 ET0313
 ET0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0313'7.9 MI W FROM DUGAS.
 ET0313'7.9 MILES WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, 0.15
 ET0313'MILE NORTHWEST OF B.M. B 132, 0.35 MILE NORTHWEST OF THE AGUA FRIA
 ET0313'RIVER CROSSING, 95 YARDS SOUTHEAST OF THE ROAD JUNCTION OF A ROAD
 ET0313'LEADING NORTH TO DEWEY, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ET0313'ROAD, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 ET0313'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 ET0313'THE GROUND.  NOTE-- 1.8 MI. SE OF MAYER TO 7.4 MI. NE OF VERDE HOT
 ET0313'SPRINGS.
 ET0313
 ET0313                          STATION RECOVERY (1958)
 ET0313
 ET0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0313'RECOVERED IN GOOD CONDITION.
 ET0313
 ET0313                          STATION RECOVERY (2008)
 ET0313
 ET0313'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0313'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0313'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS ORME ROAD, AND THE
 ET0313'WITNESS POST WAS NOT FOUND. HANDHELD COORDINATES
 ET0313'34 24 23.3 (N)   112 04 36.8 (W)  (NAD 83).
 ET0313
 ET0313                          STATION RECOVERY (2008)
 ET0313
 ET0313'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0313'GPSR COORDINATES (NAD 83) N34 24.390 W112 04.613
 ET0313'3,801 FT ASL
 ET0313' 
 ET0313
 ET0313                          STATION RECOVERY (2008)
 ET0313
 ET0313'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0313'GPSR COORDINATES (NAD 83) N34 24.390 W112 04.613
 ET0313'3,801 FT ASL
 ET0313'THE STEEL TOWER OF THE ORIGNAL DESCRIPTION IS GONE, BUT THE FOOTINGS
 ET0313'AND PART OF THE TOWER LEGS ARE STILL PRESENT.  THE POWER LINE IS NOW
 ET0313'SUSPENDED BY WOODEN POLES.
 ET0313' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0270 ***********************************************************************
 ET0270  DESIGNATION -  A 133
 ET0270  PID         -  ET0270
 ET0270  STATE/COUNTY-  AZ/YAVAPAI
 ET0270  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0270
 ET0270                         *CURRENT SURVEY CONTROL
 ET0270  ___________________________________________________________________
 ET0270* NAD 83(1986)-  34 04 26.     (N)    112 07 34.     (W)     SCALED    
 ET0270* NAVD 88     -       632.90   (+/-2cm)    2076.4    (feet)  VERTCON   
 ET0270  ___________________________________________________________________
 ET0270  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 ET0270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0270
 ET0270.The horizontal coordinates were scaled from a topographic map and have
 ET0270.an estimated accuracy of +/- 6 seconds.
 ET0270
 ET0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0270.The vertical order pertains to the NGVD 29 superseded value.
 ET0270
 ET0270.The geoid height was determined by GEOID03.
 ET0270
 ET0270;                    North         East    Units  Estimated Accuracy
 ET0270;SPC AZ C     -   340,870.      194,030.      MT  (+/- 180 meters Scaled)
 ET0270
 ET0270                          SUPERSEDED SURVEY CONTROL
 ET0270
 ET0270  NGVD 29 (??/??/92)  632.273  (m)         2074.38   (f) ADJ UNCH    2 0
 ET0270
 ET0270.Superseded values are not recommended for survey control.
 ET0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0270.See file dsdata.txt to determine how the superseded data were derived.
 ET0270
 ET0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC960709(NAD 83)
 ET0270_MARKER: DB = BENCH MARK DISK
 ET0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0270_STAMPING: A 133 1935
 ET0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0270+STABILITY: SURFACE MOTION
 ET0270
 ET0270  HISTORY     - Date     Condition        Report By
 ET0270  HISTORY     - 1935     MONUMENTED       CGS
 ET0270  HISTORY     - 1952     GOOD             NGS
 ET0270
 ET0270                          STATION DESCRIPTION
 ET0270
 ET0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0270'3.1 MI NE FROM ROCK SPRINGS.
 ET0270'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY, FROM THE GENERAL
 ET0270'STORE AT ROCK SPRINGS, THENCE 2.1 MILES NORTHEAST ALONG THE SQUAW
 ET0270'CREEK ROAD, 0.1 MILE NORTHWEST OF A WASH CROSSING, AT THE TOP OF A
 ET0270'GRADE, ABOUT 225 FEET WEST OF THE CENTER LINE OF THE PRESENT ROAD, ON
 ET0270'A PORTION OF THE OLD ROAD AND AT THE TOP OF A STEEP GRADE OF THE OLD
 ET0270'ROAD, 13 FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 ET0270'OLD ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF
 ET0270'A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0606 ***********************************************************************
 GR0606  DESIGNATION -  A 134
 GR0606  PID         -  GR0606
 GR0606  STATE/COUNTY-  AZ/MOHAVE
 GR0606  USGS QUAD   -  HOOVER DAM (1997)
 GR0606
 GR0606                         *CURRENT SURVEY CONTROL
 GR0606  ___________________________________________________________________
 GR0606* NAD 83(1986)-  36 00 31.     (N)    114 44 43.     (W)     SCALED    
 GR0606* NAVD 88     -       223.029  (meters)     731.72   (feet)  POSTED    
 GR0606  ___________________________________________________________________
 GR0606  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0606  DYNAMIC HT  -         222.810 (meters)     731.00  (feet)  COMP
 GR0606  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 GR0606
 GR0606  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0606
 GR0606.The horizontal coordinates were scaled from a topographic map and have
 GR0606.an estimated accuracy of +/- 6 seconds.
 GR0606
 GR0606.The orthometric height was determined by differential leveling
 GR0606.and adjusted by the  in 1992.
 GR0606.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0606.rate of 2.1 thru 3.0 mm/km.
 GR0606
 GR0606.The geoid height was determined by GEOID03.
 GR0606
 GR0606.The dynamic height is computed by dividing the NAVD 88
 GR0606.geopotential number by the normal gravity value computed on the
 GR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0606.degrees latitude (g = 980.6199 gals.).
 GR0606
 GR0606.The modeled gravity was interpolated from observed gravity values.
 GR0606
 GR0606;                    North         East    Units  Estimated Accuracy
 GR0606;SPC AZ W     -   555,950.      123,640.      MT  (+/- 180 meters Scaled)
 GR0606
 GR0606                          SUPERSEDED SURVEY CONTROL
 GR0606
 GR0606  NGVD 29 (??/??/92)  222.34   (m)          729.5    (f) COMPUTED    1 1
 GR0606
 GR0606.Superseded values are not recommended for survey control.
 GR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0606.See file dsdata.txt to determine how the superseded data were derived.
 GR0606
 GR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV032872(NAD 83)
 GR0606_MARKER: DB = BENCH MARK DISK
 GR0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0606_SP_SET: CLIFF LEDGE
 GR0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0606
 GR0606  HISTORY     - Date     Condition        Report By
 GR0606  HISTORY     - UNK      MONUMENTED       CGS
 GR0606  HISTORY     - 1950     MARK NOT FOUND   NGS
 GR0606
 GR0606                          STATION DESCRIPTION
 GR0606
 GR0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0606'4.1 MI S FROM HOOVER DAM.
 GR0606'TO REACH FROM ADMINISTRATION BUILDING, PROCEED NORTHEASTERLY ON U. S.
 GR0606'HIGHWAY NO. 93, GO 6.3 MILES.  TURN RIGHT (SOUTHERLY) ONTO SURFACED
 GR0606'AND GRAVELED ROAD LEADING TO BOTTOM OF BOULDER DAM, GO 1.8 MILES.
 GR0606'HERE, AT A POINT ABOUT 0.4 MILE DOWNSTREAM FROM BASE OF THE DAM, IT IS
 GR0606'NECESSARY TO LEAVE TRUCK AND CROSS THE COLORADO RIVER.  FROM THE
 GR0606'ARIZONA SIDE OF RIVER, PROCEED SOUTHERLY ALONG OLD ABANDONED
 GR0606'CONSTRUCTION ROAD WHICH RAN FROM BOTTOM OF THE DAM TO JUNCTION WITH U.
 GR0606'S. HIGHWAY NO. 93, A POINT 2.0 MILES SOUTHEAST FROM TOP OF THE DAM BY
 GR0606'THE HIGHWAY.  BENCH MARK IS ABOUT 0.2 MILE SOUTHERLY FROM END OF
 GR0606'CONSTRUCTION ROAD AT RIVERS EDGE.  IT IS AT THE BASE OF ROCK CLIFFS.
 GR0606'16.5 FEET EAST OF CENTER LINE OF THE ROAD.  ABOUT 3.0 FEET ABOVE ROAD
 GR0606'LEVEL.  IN LEDGE OF THE CLIFF.  STD. DISK B M SET HORIZONTALLY IN
 GR0606'DRILL HOLE.  NOTE-- A WHITE PAINTED B M CAN BE SEEN ON THE CANYON WALL
 GR0606'SO IT IS ASSUMED THAT THE MARK IS STILL HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0068 ***********************************************************************
 FS0068  DESIGNATION -  A 135
 FS0068  PID         -  FS0068
 FS0068  STATE/COUNTY-  AZ/MOHAVE
 FS0068  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0068
 FS0068                         *CURRENT SURVEY CONTROL
 FS0068  ___________________________________________________________________
 FS0068* NAD 83(1986)-  35 57 15.     (N)    114 39 13.     (W)     SCALED    
 FS0068* NAVD 88     -       673.723  (meters)    2210.37   (feet)  ADJUSTED  
 FS0068  ___________________________________________________________________
 FS0068  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FS0068  DYNAMIC HT  -         673.036 (meters)    2208.12  (feet)  COMP
 FS0068  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 FS0068
 FS0068  VERT ORDER  -  FIRST     CLASS I
 FS0068
 FS0068.The horizontal coordinates were scaled from a topographic map and have
 FS0068.an estimated accuracy of +/- 6 seconds.
 FS0068
 FS0068.The orthometric height was determined by differential leveling
 FS0068.and adjusted in June 1991.
 FS0068
 FS0068.The geoid height was determined by GEOID03.
 FS0068
 FS0068.The dynamic height is computed by dividing the NAVD 88
 FS0068.geopotential number by the normal gravity value computed on the
 FS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0068.degrees latitude (g = 980.6199 gals.).
 FS0068
 FS0068.The modeled gravity was interpolated from observed gravity values.
 FS0068
 FS0068;                    North         East    Units  Estimated Accuracy
 FS0068;SPC AZ W     -   549,820.      131,840.      MT  (+/- 180 meters Scaled)
 FS0068
 FS0068                          SUPERSEDED SURVEY CONTROL
 FS0068
 FS0068  NGVD 29 (??/??/92)  673.026  (m)         2208.09   (f) ADJ UNCH    1 1
 FS0068
 FS0068.Superseded values are not recommended for survey control.
 FS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0068.See file dsdata.txt to determine how the superseded data were derived.
 FS0068
 FS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV116814(NAD 83)
 FS0068_MARKER: DB = BENCH MARK DISK
 FS0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0068_SP_SET: CULVERT
 FS0068_STAMPING: A 135 1935
 FS0068_MARK LOGO: CGS   
 FS0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0068
 FS0068  HISTORY     - Date     Condition        Report By
 FS0068  HISTORY     - 1935     MONUMENTED       CGS
 FS0068  HISTORY     - 1950     GOOD             NGS
 FS0068  HISTORY     - 1963     GOOD             NGS
 FS0068  HISTORY     - 1981     GOOD             NGS
 FS0068
 FS0068                          STATION DESCRIPTION
 FS0068
 FS0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0068'7.5 MI SE FROM HOOVER DAM.
 FS0068'7.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0068'(ARIZONA) END OF HOOVER DAM, 0.5 MILE SOUTHEAST OF MILEPOST 7,
 FS0068'AT A DOUBLE 5- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 FS0068'WEST END OF THE SOUTH HEAD WALL, 16.8 FEET SOUTH OF THE CENTER
 FS0068'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0068
 FS0068                          STATION RECOVERY (1963)
 FS0068
 FS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0068'RECOVERED IN GOOD CONDITION.
 FS0068
 FS0068                          STATION RECOVERY (1981)
 FS0068
 FS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0068'11.7 KM (7.3 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0068'OF HOOVER DAM, AT THE NORTHWEST END OF A CURVE, IN TOP AND 13 CM (4
 FS0068'INCHES) SOUTHEAST OF THE NORTHEAST END OF THE SOUTHWEST HEADWALL OF A
 FS0068'DOUBLE BOX CULVERT UNDER THE OLD HIGHWAY, 25.9 METERS (85 FT)
 FS0068'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.7 METERS (51.5 FT)
 FS0068'NORTHEAST OF A 6 BY 12 FOOT BOX CULVERT, 5.1 METERS (16.8 FT)
 FS0068'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0068'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0275 ***********************************************************************
 DT0275  DESIGNATION -  A 137
 DT0275  PID         -  DT0275
 DT0275  STATE/COUNTY-  AZ/GREENLEE
 DT0275  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0275
 DT0275                         *CURRENT SURVEY CONTROL
 DT0275  ___________________________________________________________________
 DT0275* NAD 83(1986)-  33 44 23.     (N)    109 20 34.     (W)     SCALED    
 DT0275* NAVD 88     -      2304.848  (meters)    7561.82   (feet)  ADJUSTED  
 DT0275  ___________________________________________________________________
 DT0275  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0275  DYNAMIC HT  -        2301.091 (meters)    7549.50  (feet)  COMP
 DT0275  MODELED GRAV-     978,923.6   (mgal)                       NAVD 88
 DT0275
 DT0275  VERT ORDER  -  SECOND    CLASS 0
 DT0275
 DT0275.The horizontal coordinates were scaled from a topographic map and have
 DT0275.an estimated accuracy of +/- 6 seconds.
 DT0275
 DT0275.The orthometric height was determined by differential leveling
 DT0275.and adjusted in June 1991.
 DT0275
 DT0275.The geoid height was determined by GEOID03.
 DT0275
 DT0275.The dynamic height is computed by dividing the NAVD 88
 DT0275.geopotential number by the normal gravity value computed on the
 DT0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0275.degrees latitude (g = 980.6199 gals.).
 DT0275
 DT0275.The modeled gravity was interpolated from observed gravity values.
 DT0275
 DT0275;                    North         East    Units  Estimated Accuracy
 DT0275;SPC AZ E     -   304,090.      289,700.      MT  (+/- 180 meters Scaled)
 DT0275
 DT0275                          SUPERSEDED SURVEY CONTROL
 DT0275
 DT0275  NGVD 29 (??/??/92) 2303.770  (m)         7558.29   (f) ADJ UNCH    2 0
 DT0275
 DT0275.Superseded values are not recommended for survey control.
 DT0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0275.See file dsdata.txt to determine how the superseded data were derived.
 DT0275
 DT0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC535345(NAD 83)
 DT0275_MARKER: DB = BENCH MARK DISK
 DT0275_SETTING: 66 = SET IN ROCK OUTCROP
 DT0275_SP_SET: ROCK OUTCROP
 DT0275_STAMPING: A-137 1935
 DT0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0275+STABILITY: POSITION/ELEVATION WELL
 DT0275
 DT0275  HISTORY     - Date     Condition        Report By
 DT0275  HISTORY     - 1935     MONUMENTED       CGS
 DT0275
 DT0275                          STATION DESCRIPTION
 DT0275
 DT0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0275'10.3 MI NW FROM BEAVERHEAR LODGE.
 DT0275'10.3 MI NW ALONG ROAD TO RESERVATION RANCH ON A ROCKY RIDGE, ON THE
 DT0275'INSIDE OF A CURVE 25 FT N OF THE CENTERLINE OF THE ROAD, 30 FT E OF A
 DT0275'24 INCH PINE TREE, IN A ROCK OUTCROP, AND ABOUT 4 FT ABOVE THE ROAD
 DT0275'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0303 ***********************************************************************
 DT0303  DESIGNATION -  A 138
 DT0303  PID         -  DT0303
 DT0303  STATE/COUNTY-  AZ/APACHE
 DT0303  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0303
 DT0303                         *CURRENT SURVEY CONTROL
 DT0303  ___________________________________________________________________
 DT0303* NAD 83(1986)-  33 59 20.     (N)    109 04 30.     (W)     SCALED    
 DT0303* NAVD 88     -      2531.252  (meters)    8304.62   (feet)  ADJUSTED  
 DT0303  ___________________________________________________________________
 DT0303  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DT0303  DYNAMIC HT  -        2527.099 (meters)    8290.99  (feet)  COMP
 DT0303  MODELED GRAV-     978,903.9   (mgal)                       NAVD 88
 DT0303
 DT0303  VERT ORDER  -  SECOND    CLASS 0
 DT0303
 DT0303.The horizontal coordinates were scaled from a topographic map and have
 DT0303.an estimated accuracy of +/- 6 seconds.
 DT0303
 DT0303.The orthometric height was determined by differential leveling
 DT0303.and adjusted in June 1991.
 DT0303
 DT0303.The geoid height was determined by GEOID03.
 DT0303
 DT0303.The dynamic height is computed by dividing the NAVD 88
 DT0303.geopotential number by the normal gravity value computed on the
 DT0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0303.degrees latitude (g = 980.6199 gals.).
 DT0303
 DT0303.The modeled gravity was interpolated from observed gravity values.
 DT0303
 DT0303;                    North         East    Units  Estimated Accuracy
 DT0303;SPC AZ E     -   331,960.      314,220.      MT  (+/- 180 meters Scaled)
 DT0303
 DT0303                          SUPERSEDED SURVEY CONTROL
 DT0303
 DT0303  NGVD 29 (??/??/92) 2530.134  (m)         8300.95   (f) ADJ UNCH    2 0
 DT0303
 DT0303.Superseded values are not recommended for survey control.
 DT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0303.See file dsdata.txt to determine how the superseded data were derived.
 DT0303
 DT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC778625(NAD 83)
 DT0303_MARKER: DB = BENCH MARK DISK
 DT0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0303_STAMPING: A 138 1935
 DT0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0303+STABILITY: SURFACE MOTION
 DT0303
 DT0303  HISTORY     - Date     Condition        Report By
 DT0303  HISTORY     - 1935     MONUMENTED       CGS
 DT0303
 DT0303                          STATION DESCRIPTION
 DT0303
 DT0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0303'15.0 MI NE FROM NUTRIOSO.
 DT0303'15.0 MI. N AND E ALONG ST HWY NO. 81 AND STONE CREEK ROAD. 0.3 MI. W
 DT0303'OF FENCE CORNER, 30 FT. S OF CREEK BANK, 24 FT. S OF 24 INCH PINE
 DT0303'TREE, 15 FT. SW OF 30 INCH PINE TREE, 8 FT. N OF 18 INCH PINE TREE, ON
 DT0303'NE SLOPE AND 36 FT. N OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0701 ***********************************************************************
 DA0701  DESIGNATION -  A 14
 DA0701  PID         -  DA0701
 DA0701  STATE/COUNTY-  AZ/MARICOPA
 DA0701  USGS QUAD   -  GILA BEND (1973)
 DA0701
 DA0701                         *CURRENT SURVEY CONTROL
 DA0701  ___________________________________________________________________
 DA0701* NAD 83(1986)-  32 56 44.     (N)    112 43 18.     (W)     SCALED    
 DA0701* NAVD 88     -       226.045  (meters)     741.62   (feet)  ADJUSTED  
 DA0701  ___________________________________________________________________
 DA0701  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0701  DYNAMIC HT  -         225.779 (meters)     740.74  (feet)  COMP
 DA0701  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 DA0701
 DA0701  VERT ORDER  -  FIRST     CLASS II
 DA0701
 DA0701.The horizontal coordinates were scaled from a topographic map and have
 DA0701.an estimated accuracy of +/- 6 seconds.
 DA0701
 DA0701.The orthometric height was determined by differential leveling
 DA0701.and adjusted in June 1991.
 DA0701
 DA0701.The geoid height was determined by GEOID03.
 DA0701
 DA0701.The dynamic height is computed by dividing the NAVD 88
 DA0701.geopotential number by the normal gravity value computed on the
 DA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0701.degrees latitude (g = 980.6199 gals.).
 DA0701
 DA0701.The modeled gravity was interpolated from observed gravity values.
 DA0701
 DA0701;                    North         East    Units  Estimated Accuracy
 DA0701;SPC AZ C     -   216,000.      138,090.      MT  (+/- 180 meters Scaled)
 DA0701
 DA0701                          SUPERSEDED SURVEY CONTROL
 DA0701
 DA0701  NGVD 29 (??/??/92)  225.478  (m)          739.76   (f) ADJ UNCH    1 2
 DA0701
 DA0701.Superseded values are not recommended for survey control.
 DA0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0701.See file dsdata.txt to determine how the superseded data were derived.
 DA0701
 DA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB390465(NAD 83)
 DA0701_MARKER: DB = BENCH MARK DISK
 DA0701_SETTING: 0 = UNSPECIFIED SETTING
 DA0701_STAMPING: 739.756 A 14 1927
 DA0701_MARK LOGO: CGS   
 DA0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0701+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DA0701
 DA0701  HISTORY     - Date     Condition        Report By
 DA0701  HISTORY     - 1927     MONUMENTED       CGS
 DA0701  HISTORY     - 1973     GOOD             USGS
 DA0701  HISTORY     - 1980     GOOD             NGS
 DA0701  HISTORY     - 1980     GOOD             NGS
 DA0701  HISTORY     - 1981     GOOD             NGS
 DA0701  HISTORY     - 1981     GOOD             NGS
 DA0701  HISTORY     - 1981     GOOD             NGS
 DA0701  HISTORY     - 19941201 POOR             USPSQD
 DA0701  HISTORY     - 20060128 GOOD             USPSQD
 DA0701  HISTORY     - 20060128 GOOD             USPSQD
 DA0701  HISTORY     - 20070413 GOOD             GEOCAC
 DA0701
 DA0701                          STATION DESCRIPTION
 DA0701
 DA0701'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0701'IN GILA BEND.
 DA0701'AT GILA BEND, 0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0701'THE STATION, 93 YARDS NORTH OF THE MAIN TRACK, 80 FEET NORTH OF A
 DA0701'DOUBLE WOODEN POWER POLE WITH TRANSFORMER, 227 FEET EAST OF THE
 DA0701'NORTHEAST OF FENCE CORNER OF THE MOBILE OIL BULK PLANT, AND 25 FEET
 DA0701'WEST OF THE WEST EDGE OF A LOW BUILDING.
 DA0701
 DA0701                          STATION RECOVERY (1980)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0701'0.5 KILOMETER (0.3 MILE) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0701'THE CROSSING OF MARTIN AVENUE IN GILA BEND, SET IN TOP OF A CONCRETE
 DA0701'POST BEHIND HUTCHS CAFE, 85.3 METERS (280 FEET) NORTH OF THE NORTH
 DA0701'RAIL, 39.6 METERS (130 FEET) NORTH OF THE EASTERN OF TWO WOODEN
 DA0701'POLES SUPPORTING THREE TRANSFORMERS, 22.9 METERS (75 FEET) EAST OF
 DA0701'A POWER POLE AND 21.9 METERS (72 FEET) NORTHWEST OF THE NORTHWEST
 DA0701'CORNER OF A SMALL GRAY CONCRETE BUILDING.
 DA0701'THE MARK IS ABOVE LEVEL WITH TRACKS.
 DA0701
 DA0701                          STATION RECOVERY (1980)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0701'0.5 KILOMETER (0.3 MILE) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0701'THE CROSSING OF MARTIN AVENUE IN GILA BEND, SET IN TOP OF A CONCRETE
 DA0701'POST BEHIND HUTCHS CAFE, 85.3 METERS (280 FEET) NORTH OF THE NORTH
 DA0701'RAIL, 39.6 METERS (130 FEET) NORTH OF THE EASTERN OF TWO WOODEN
 DA0701'POLES SUPPORTING THREE TRANSFORMERS, 22.9 METERS (75 FEET) EAST OF
 DA0701'A POWER POLE AND 21.9 METERS (72 FEET) NORTHWEST OF THE NORTHWEST
 DA0701'CORNER OF A SMALL GRAY CONCRETE BUILDING.
 DA0701'THE MARK IS ABOVE LEVEL WITH TRACKS.
 DA0701
 DA0701                          STATION RECOVERY (1981)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0701'RECOVERED IN GOOD CONDITION.
 DA0701
 DA0701                          STATION RECOVERY (1981)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0701'PREVIOUSLY DESCRIBED IN FILE L24555.L374B.HAFF
 DA0701
 DA0701                          STATION RECOVERY (1981)
 DA0701
 DA0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0701'PREVIOUSLY DESCRIBED IN FILE L24555.L374B.HAFF
 DA0701
 DA0701                          STATION RECOVERY (1994)
 DA0701
 DA0701'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0701'MARK RECOVERED IN POOR CONDITION.
 DA0701
 DA0701                          STATION RECOVERY (2006)
 DA0701
 DA0701'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0701'RECOVERED. ALL BUILDINGS DESCRIBED MISSING.  N32. 56.45.1
 DA0701'W112.43.18.0
 DA0701
 DA0701                          STATION RECOVERY (2006)
 DA0701
 DA0701'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0701'RECOVERED AS DESCRIBED.
 DA0701
 DA0701                          STATION RECOVERY (2007)
 DA0701
 DA0701'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0701'RECOVERED AS DESCRIBED, EXCEPT THAT THE CAFE HAS BEEN LEVELED. THE
 DA0701'MARK IS A BIT BATTERED, BUT READABLE, AND THE DISK AND MONUMENT ARE
 DA0701'SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1482 ***********************************************************************
 GR1482  DESIGNATION -  A 14
 GR1482  PID         -  GR1482
 GR1482  STATE/COUNTY-  AZ/MOHAVE
 GR1482  USGS QUAD   -  BOULDER CANYON (1983)
 GR1482
 GR1482                         *CURRENT SURVEY CONTROL
 GR1482  ___________________________________________________________________
 GR1482* NAD 83(1992)-  36 07 50.87761(N)    114 36 15.24947(W)     ADJUSTED  
 GR1482* NAVD 88     -       326.7    (meters)    1072.     (feet)  VERTCON   
 GR1482  ___________________________________________________________________
 GR1482  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 GR1482  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1482  HORZ ORDER  -  THIRD
 GR1482
 GR1482.The horizontal coordinates were established by classical geodetic methods
 GR1482.and adjusted by the National Geodetic Survey in August 1993.
 GR1482
 GR1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1482
 GR1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1482
 GR1482.The geoid height was determined by GEOID03.
 GR1482
 GR1482;                    North         East     Units Scale Factor Converg.
 GR1482;SPC AZ W     -   569,381.910   136,470.573   MT  1.00000615   -0 30 13.4
 GR1482;SPC AZ W     - 1,868,050.89    447,738.10   iFT  1.00000615   -0 30 13.4
 GR1482;SPC NV E     - 8,153,626.540   288,125.527   MT  0.99999566   +0 34 38.4
 GR1482;SPC NV E     -26,750,689.74    945,291.83   sFT  0.99999566   +0 34 38.4
 GR1482;UTM  11      - 4,001,114.694   715,586.699   MT  1.00017271   +1 24 47.4
 GR1482
 GR1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1482!SPC AZ W     -   0.99995311  x   1.00000615  =   0.99995926
 GR1482!SPC NV E     -   0.99995311  x   0.99999566  =   0.99994877
 GR1482!UTM  11      -   0.99995311  x   1.00017271  =   1.00012581
 GR1482
 GR1482:                Primary Azimuth Mark                     Grid Az
 GR1482:SPC AZ W     -  A 13                                     243 12 49.9
 GR1482:SPC NV E     -  A 13                                     242 07 58.1
 GR1482:UTM  11      -  A 13                                     241 17 49.1
 GR1482
 GR1482|---------------------------------------------------------------------|
 GR1482| PID    Reference Object                     Distance      Geod. Az  |
 GR1482|                                                           dddmmss.s |
 GR1482| GR1481 A 13                                448.772 METERS 2424236.5 |
 GR1482|---------------------------------------------------------------------|
 GR1482
 GR1482                          SUPERSEDED SURVEY CONTROL
 GR1482
 GR1482  NAD 83(1986)-  36 07 50.86418(N)    114 36 15.24070(W) AD(       ) 3
 GR1482  NGVD 29 (06/27/88)  326.0    (m)         1070.     (f) VERT ANG    3  
 GR1482
 GR1482.Superseded values are not recommended for survey control.
 GR1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1482.See file dsdata.txt to determine how the superseded data were derived.
 GR1482
 GR1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1558701115(NAD 83)
 GR1482_MARKER: DS = TRIANGULATION STATION DISK
 GR1482_SETTING: 66 = SET IN ROCK OUTCROP
 GR1482_SP_SET: SET IN BEDROCK
 GR1482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1482+STABILITY: POSITION/ELEVATION WELL
 GR1482
 GR1482  HISTORY     - Date     Condition        Report By
 GR1482  HISTORY     - 1948     MONUMENTED       USGS
 GR1482
 GR1482                          STATION DESCRIPTION
 GR1482
 GR1482'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1482'LOCATED ABOUT 3.6 MI E. OF BEACON ISLAND, ABOUT 0.6 MI SE. OF
 GR1482'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON STEEP, ROCKY SIDEHILL,
 GR1482'ABOUT 30 FT. BELOW HIGH WATER MARK.
 GR1482'
 GR1482'TO REACH NOT GIVEN.
 GR1482'
 GR1482'STATION MARK--STANDARD TABLET STAMPED---A14 1948---, CEMENTED IN
 GR1482'BEDROCK.
 GR1482'
 GR1482'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0606 ***********************************************************************
 CZ0606  DESIGNATION -  A 140
 CZ0606  PID         -  CZ0606
 CZ0606  STATE/COUNTY-  AZ/PIMA
 CZ0606  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0606
 CZ0606                         *CURRENT SURVEY CONTROL
 CZ0606  ___________________________________________________________________
 CZ0606* NAD 83(1986)-  32 25 57.     (N)    111 24 23.     (W)     SCALED    
 CZ0606* NAVD 88     -       643.90   (+/-2cm)    2112.5    (feet)  VERTCON   
 CZ0606  ___________________________________________________________________
 CZ0606  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0606
 CZ0606.The horizontal coordinates were scaled from a topographic map and have
 CZ0606.an estimated accuracy of +/- 6 seconds.
 CZ0606
 CZ0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0606.The vertical order pertains to the NGVD 29 superseded value.
 CZ0606
 CZ0606.The geoid height was determined by GEOID03.
 CZ0606
 CZ0606;                    North         East    Units  Estimated Accuracy
 CZ0606;SPC AZ C     -   158,940.      261,350.      MT  (+/- 180 meters Scaled)
 CZ0606
 CZ0606                          SUPERSEDED SURVEY CONTROL
 CZ0606
 CZ0606  NGVD 29 (??/??/92)  643.364  (m)         2110.77   (f) ADJ UNCH    2 0
 CZ0606
 CZ0606.Superseded values are not recommended for survey control.
 CZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0606.See file dsdata.txt to determine how the superseded data were derived.
 CZ0606
 CZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA617884(NAD 83)
 CZ0606_MARKER: DB = BENCH MARK DISK
 CZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0606_STAMPING: A 140 1935
 CZ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0606+STABILITY: SURFACE MOTION
 CZ0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0606+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 CZ0606
 CZ0606  HISTORY     - Date     Condition        Report By
 CZ0606  HISTORY     - 1935     MONUMENTED       CGS
 CZ0606  HISTORY     - 1951     GOOD             NGS
 CZ0606  HISTORY     - 20061223 GOOD             INDIV
 CZ0606
 CZ0606                          STATION DESCRIPTION
 CZ0606
 CZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0606'19.2 MI W FROM RILLITO.
 CZ0606'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0606'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0606'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.8
 CZ0606'MILES WEST ACORSS THE MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD,
 CZ0606'THENCE 0.9 MILE SOUTHWEST ALONG A TRACK ROAD, 0.8 MILE SOUTH OF A T
 CZ0606'JUNCTION OF SILVER BELL ROAD, 28 1/2 FEET EAST OF THE CENTER LINE OF
 CZ0606'ROAD, 2.1 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 CZ0606'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CZ0606'GROUND.
 CZ0606
 CZ0606                          STATION RECOVERY (2006)
 CZ0606
 CZ0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 CZ0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0123 ***********************************************************************
 ES0123  DESIGNATION -  A 141
 ES0123  PID         -  ES0123
 ES0123  STATE/COUNTY-  AZ/NAVAJO
 ES0123  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0123
 ES0123                         *CURRENT SURVEY CONTROL
 ES0123  ___________________________________________________________________
 ES0123* NAD 83(1986)-  34 17 06.     (N)    110 06 46.     (W)     SCALED    
 ES0123* NAVD 88     -      1884.536  (meters)    6182.85   (feet)  ADJUSTED  
 ES0123  ___________________________________________________________________
 ES0123  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0123  DYNAMIC HT  -        1881.767 (meters)    6173.76  (feet)  COMP
 ES0123  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 ES0123
 ES0123  VERT ORDER  -  SECOND    CLASS 0
 ES0123
 ES0123.The horizontal coordinates were scaled from a topographic map and have
 ES0123.an estimated accuracy of +/- 6 seconds.
 ES0123
 ES0123.The orthometric height was determined by differential leveling
 ES0123.and adjusted in June 1991.
 ES0123
 ES0123.The geoid height was determined by GEOID03.
 ES0123
 ES0123.The dynamic height is computed by dividing the NAVD 88
 ES0123.geopotential number by the normal gravity value computed on the
 ES0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0123.degrees latitude (g = 980.6199 gals.).
 ES0123
 ES0123.The modeled gravity was interpolated from observed gravity values.
 ES0123
 ES0123;                    North         East    Units  Estimated Accuracy
 ES0123;SPC AZ E     -   364,270.      218,320.      MT  (+/- 180 meters Scaled)
 ES0123
 ES0123                          SUPERSEDED SURVEY CONTROL
 ES0123
 ES0123  NGVD 29 (??/??/92) 1883.65   (m)         6179.9    (f) COMPUTED    2 0
 ES0123
 ES0123.Superseded values are not recommended for survey control.
 ES0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0123.See file dsdata.txt to determine how the superseded data were derived.
 ES0123
 ES0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC816941(NAD 83)
 ES0123_MARKER: DB = BENCH MARK DISK
 ES0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0123_STAMPING: A 141 1935
 ES0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0123+STABILITY: SURFACE MOTION
 ES0123
 ES0123  HISTORY     - Date     Condition        Report By
 ES0123  HISTORY     - 1935     MONUMENTED       CGS
 ES0123  HISTORY     - 1960     GOOD             USGS
 ES0123
 ES0123                          STATION DESCRIPTION
 ES0123
 ES0123'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0123'0.1 MI N FROM SHOW LOW.
 ES0123'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT SHOW
 ES0123'LOW, NAVAJO COUNTY, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 60,
 ES0123'THENCE 6.7 MILES NORTHWEST ALONG STATE HIGHWAY 160, 279 FEET SOUTHEAST
 ES0123'OF THE CENTERLINE OF THE HIGHWAY, 275 FEET SOUTHEAST OF A 6-FOOT
 ES0123'TUBULAR STEEL CULVERT, AND 115 FEET WEST OF A POWERLINE.  A STANDARD
 ES0123'DISK, STAMPED A 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0124 ***********************************************************************
 ES0124  DESIGNATION -  A 141 RESET
 ES0124  PID         -  ES0124
 ES0124  STATE/COUNTY-  AZ/NAVAJO
 ES0124  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0124
 ES0124                         *CURRENT SURVEY CONTROL
 ES0124  ___________________________________________________________________
 ES0124* NAD 83(1986)-  34 17 06.     (N)    110 06 46.     (W)     SCALED    
 ES0124* NAVD 88     -      1883.90   (meters)    6180.8    (feet)  RESET     
 ES0124  ___________________________________________________________________
 ES0124  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0124  VERT ORDER  -  THIRD
 ES0124
 ES0124.The horizontal coordinates were scaled from a topographic map and have
 ES0124.an estimated accuracy of +/- 6 seconds.
 ES0124
 ES0124.The orthometric height was computed from unverified reset data.
 ES0124
 ES0124.The geoid height was determined by GEOID03.
 ES0124
 ES0124;                    North         East    Units  Estimated Accuracy
 ES0124;SPC AZ E     -   364,270.      218,320.      MT  (+/- 180 meters Scaled)
 ES0124
 ES0124                          SUPERSEDED SURVEY CONTROL
 ES0124
 ES0124  NGVD 29 (??/??/??) 1883.02   (m)         6177.9    (f) RESET       3  
 ES0124
 ES0124.Superseded values are not recommended for survey control.
 ES0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0124.See file dsdata.txt to determine how the superseded data were derived.
 ES0124
 ES0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC816941(NAD 83)
 ES0124_MARKER: DB = BENCH MARK DISK
 ES0124_SETTING: 66 = SET IN ROCK OUTCROP
 ES0124_SP_SET: SANDSTONE ROCK
 ES0124_STAMPING: A 141 RESET 1966
 ES0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0124+STABILITY: POSITION/ELEVATION WELL
 ES0124
 ES0124  HISTORY     - Date     Condition        Report By
 ES0124  HISTORY     - 1966     MONUMENTED       AZHD
 ES0124
 ES0124                          STATION DESCRIPTION
 ES0124
 ES0124'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 ES0124'6.35 MI W FROM SHOW LOW.
 ES0124'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 60 FROM THE POST OFFICE
 ES0124'AT SHOW LOW TO THE JUNCTION OF STATE HIGHWAY 160, THENCE TURN RIGHT
 ES0124'AND GO 4.75 MILES NORTHWEST ALONG STATE HIGHWAY 160, SET IN THE TOP OF
 ES0124'A RED SANDSTONE ROCK 3 FT. X 10 IN. X 15 IN. PROJECTING 2 INCHES, 6
 ES0124'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 6 FEET EAST OF A 24 INCH
 ES0124'PINE TREE, ABOUT 600 FEET SOUTH OF THE ENTRANCE TO PINE RIDGE ESTATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0243 ***********************************************************************
 ES0243  DESIGNATION -  A 142
 ES0243  PID         -  ES0243
 ES0243  STATE/COUNTY-  AZ/NAVAJO
 ES0243  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0243
 ES0243                         *CURRENT SURVEY CONTROL
 ES0243  ___________________________________________________________________
 ES0243* NAD 83(1986)-  34 45 28.     (N)    110 42 11.     (W)     SCALED    
 ES0243* NAVD 88     -      1736.117  (meters)    5695.91   (feet)  ADJUSTED  
 ES0243  ___________________________________________________________________
 ES0243  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0243  DYNAMIC HT  -        1733.672 (meters)    5687.89  (feet)  COMP
 ES0243  MODELED GRAV-     979,165.1   (mgal)                       NAVD 88
 ES0243
 ES0243  VERT ORDER  -  SECOND    CLASS 0
 ES0243
 ES0243.The horizontal coordinates were scaled from a topographic map and have
 ES0243.an estimated accuracy of +/- 6 seconds.
 ES0243
 ES0243.The orthometric height was determined by differential leveling
 ES0243.and adjusted in June 1991.
 ES0243
 ES0243.The geoid height was determined by GEOID03.
 ES0243
 ES0243.The dynamic height is computed by dividing the NAVD 88
 ES0243.geopotential number by the normal gravity value computed on the
 ES0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0243.degrees latitude (g = 980.6199 gals.).
 ES0243
 ES0243.The modeled gravity was interpolated from observed gravity values.
 ES0243
 ES0243;                    North         East    Units  Estimated Accuracy
 ES0243;SPC AZ E     -   416,840.      164,260.      MT  (+/- 180 meters Scaled)
 ES0243
 ES0243                          SUPERSEDED SURVEY CONTROL
 ES0243
 ES0243  NGVD 29 (??/??/92) 1735.244  (m)         5693.05   (f) ADJ UNCH    2 0
 ES0243
 ES0243.Superseded values are not recommended for survey control.
 ES0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0243.See file dsdata.txt to determine how the superseded data were derived.
 ES0243
 ES0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD271462(NAD 83)
 ES0243_MARKER: DB = BENCH MARK DISK
 ES0243_SETTING: 66 = SET IN ROCK OUTCROP
 ES0243_SP_SET: CLIMESTONE OUTCROP
 ES0243_STAMPING: A-142 1935
 ES0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0243+STABILITY: POSITION/ELEVATION WELL
 ES0243
 ES0243  HISTORY     - Date     Condition        Report By
 ES0243  HISTORY     - 1935     MONUMENTED       CGS
 ES0243  HISTORY     - 1970     GOOD             USGS
 ES0243  HISTORY     - 1974     GOOD             NGS
 ES0243
 ES0243                          STATION DESCRIPTION
 ES0243
 ES0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0243'19.5 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0243'19.5 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  (20.5 MI NE OF
 ES0243'JCT OF ROAD TO WALLACE RANGER STA.)  ON THE EAST SLOPE OF A RIDGE, ON
 ES0243'A CURVE IN THE ROAD, 78 FEET E OF THE CENTERLINE OF THE ROAD, SET IN A
 ES0243'LARGE LIMESTONE OUTCROP.
 ES0243
 ES0243                          STATION RECOVERY (1970)
 ES0243
 ES0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0243'TO REACH FROM THE P.O. IN WINSLOW, AZ. DRIVE SOUTH ON STATE HWY 99
 ES0243'FOR 21.1 MILES, TURN LEFT THROUGH WIRE GATE, IMMEDIATELY TURN LEFT
 ES0243'AND FOLLOW TRACK ROAD UP OVER RED HILL AND DOWN ONTO FLATS FOR 0.3
 ES0243'MILES TO THE JUNCTION WITH A NORTH SOUTH TRACK, TAKE LEFT HAND TRACK
 ES0243'FOR 0.2 MILES TO OPPOSITE A WHITE ROCKY AREA ON THE RIGHT OF TRACK
 ES0243'ROAD. B.M. IS 90 FT. TO THE RIGHT (EAST) OF THE ROAD. TABLET IS SET
 ES0243'IN FLAT BED ROCK. A SMALL ROCK CAIRN IS ALONG SIDE OF THE TABLET.
 ES0243
 ES0243                          STATION RECOVERY (1974)
 ES0243
 ES0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0168 ***********************************************************************
 ES0168  DESIGNATION -  A 146 RESET
 ES0168  PID         -  ES0168
 ES0168  STATE/COUNTY-  AZ/NAVAJO
 ES0168  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0168
 ES0168                         *CURRENT SURVEY CONTROL
 ES0168  ___________________________________________________________________
 ES0168* NAD 83(1986)-  34 15 10.     (N)    110 02 07.     (W)     SCALED    
 ES0168* NAVD 88     -      1937.59   (meters)    6356.9    (feet)  RESET     
 ES0168  ___________________________________________________________________
 ES0168  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES0168  VERT ORDER  -  THIRD
 ES0168
 ES0168.The horizontal coordinates were scaled from a topographic map and have
 ES0168.an estimated accuracy of +/- 6 seconds.
 ES0168
 ES0168.The orthometric height was computed from unverified reset data.
 ES0168
 ES0168.The geoid height was determined by GEOID03.
 ES0168
 ES0168;                    North         East    Units  Estimated Accuracy
 ES0168;SPC AZ E     -   360,700.      225,460.      MT  (+/- 180 meters Scaled)
 ES0168
 ES0168                          SUPERSEDED SURVEY CONTROL
 ES0168
 ES0168.No superseded survey control is available for this station.
 ES0168
 ES0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC888906(NAD 83)
 ES0168_MARKER: DB = BENCH MARK DISK
 ES0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0168_STAMPING: A 146 RESET 1972
 ES0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0168+STABILITY: SURFACE MOTION
 ES0168
 ES0168  HISTORY     - Date     Condition        Report By
 ES0168  HISTORY     - 1972     MONUMENTED       LOCENG
 ES0168
 ES0168                          STATION DESCRIPTION
 ES0168
 ES0168'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 ES0168'IN SHOW LOW.
 ES0168'AT SHOW LOW, AT THE NORTHEAST CORNER OF THE NEW POST OFFICE, SET IN
 ES0168'THE TOP OF A 9-INCH CONCRETE POST FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0320 ***********************************************************************
 DU0320  DESIGNATION -  A 147
 DU0320  PID         -  DU0320
 DU0320  STATE/COUNTY-  AZ/GILA
 DU0320  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0320
 DU0320                         *CURRENT SURVEY CONTROL
 DU0320  ___________________________________________________________________
 DU0320* NAD 83(1986)-  33 45 24.     (N)    110 30 52.     (W)     SCALED    
 DU0320* NAVD 88     -      1457.895  (meters)    4783.11   (feet)  ADJUSTED  
 DU0320  ___________________________________________________________________
 DU0320  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DU0320  DYNAMIC HT  -        1455.839 (meters)    4776.37  (feet)  COMP
 DU0320  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 DU0320
 DU0320  VERT ORDER  -  FIRST     CLASS II
 DU0320
 DU0320.The horizontal coordinates were scaled from a topographic map and have
 DU0320.an estimated accuracy of +/- 6 seconds.
 DU0320
 DU0320.The orthometric height was determined by differential leveling
 DU0320.and adjusted in June 1991.
 DU0320
 DU0320.The geoid height was determined by GEOID03.
 DU0320
 DU0320.The dynamic height is computed by dividing the NAVD 88
 DU0320.geopotential number by the normal gravity value computed on the
 DU0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0320.degrees latitude (g = 980.6199 gals.).
 DU0320
 DU0320.The modeled gravity was interpolated from observed gravity values.
 DU0320
 DU0320;                    North         East    Units  Estimated Accuracy
 DU0320;SPC AZ E     -   305,720.      181,140.      MT  (+/- 180 meters Scaled)
 DU0320
 DU0320                          SUPERSEDED SURVEY CONTROL
 DU0320
 DU0320  NGVD 29 (??/??/92) 1457.217  (m)         4780.89   (f) ADJ UNCH    1 2
 DU0320
 DU0320.Superseded values are not recommended for survey control.
 DU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0320.See file dsdata.txt to determine how the superseded data were derived.
 DU0320
 DU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC449352(NAD 83)
 DU0320_MARKER: DB = BENCH MARK DISK
 DU0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0320_SP_SET: CULVERT
 DU0320_STAMPING: A 147 1960
 DU0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0320
 DU0320  HISTORY     - Date     Condition        Report By
 DU0320  HISTORY     - 1960     MONUMENTED       CGS
 DU0320  HISTORY     - 1979     GOOD             NGS
 DU0320  HISTORY     - 19960918 GOOD             USPSQD
 DU0320
 DU0320                          STATION DESCRIPTION
 DU0320
 DU0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0320'IN SENECA.
 DU0320'AT SENECA, 190 FEET SOUTHWEST AND ACROSS U. S. HIGHWAY 60 AND STATE
 DU0320'HIGHWAYS 77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE, IN
 DU0320'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 4-CHANNEL
 DU0320'CONCRETE CULVERT OVER A CREEK, 31 FEET WEST OF THE CENTER LINE OF THE
 DU0320'HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0320
 DU0320                          STATION RECOVERY (1979)
 DU0320
 DU0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0320'5.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0320'IN SALT RIVER CANYON, 0.25 MILE NORTHEAST OF MILE POST 287, SET IN
 DU0320'THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 4 CHANNEL CONCRETE
 DU0320'CULVERT, 150 FEET SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST,
 DU0320'AND 31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT
 DU0320'RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY
 DU0320'COURTHOUSE IN GLOBE.
 DU0320'THE MARK IS 2 FT BELOW THE HIGHWAY.
 DU0320
 DU0320                          STATION RECOVERY (1996)
 DU0320
 DU0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0557 ***********************************************************************
 CY0557  DESIGNATION -  A 15
 CY0557  PID         -  CY0557
 CY0557  STATE/COUNTY-  AZ/GRAHAM
 CY0557  USGS QUAD   -  THATCHER (1985)
 CY0557
 CY0557                         *CURRENT SURVEY CONTROL
 CY0557  ___________________________________________________________________
 CY0557* NAD 83(1986)-  32 50 32.     (N)    109 45 40.     (W)     SCALED    
 CY0557* NAVD 88     -       894.261  (meters)    2933.92   (feet)  ADJUSTED  
 CY0557  ___________________________________________________________________
 CY0557  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY0557  DYNAMIC HT  -         893.005 (meters)    2929.80  (feet)  COMP
 CY0557  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 CY0557
 CY0557  VERT ORDER  -  FIRST     CLASS II
 CY0557
 CY0557.The horizontal coordinates were scaled from a topographic map and have
 CY0557.an estimated accuracy of +/- 6 seconds.
 CY0557
 CY0557.The orthometric height was determined by differential leveling
 CY0557.and adjusted in June 1991.
 CY0557
 CY0557.The geoid height was determined by GEOID03.
 CY0557
 CY0557.The dynamic height is computed by dividing the NAVD 88
 CY0557.geopotential number by the normal gravity value computed on the
 CY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0557.degrees latitude (g = 980.6199 gals.).
 CY0557
 CY0557.The modeled gravity was interpolated from observed gravity values.
 CY0557
 CY0557;                    North         East    Units  Estimated Accuracy
 CY0557;SPC AZ E     -   204,330.      251,320.      MT  (+/- 180 meters Scaled)
 CY0557
 CY0557                          SUPERSEDED SURVEY CONTROL
 CY0557
 CY0557  NGVD 29 (??/??/92)  893.659  (m)         2931.95   (f) ADJ UNCH    1 2
 CY0557
 CY0557.Superseded values are not recommended for survey control.
 CY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0557.See file dsdata.txt to determine how the superseded data were derived.
 CY0557
 CY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB159344(NAD 83)
 CY0557_MARKER: DB = BENCH MARK DISK
 CY0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0557_SP_SET: BASE
 CY0557_STAMPING: A 15 1932 2931.946
 CY0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0557
 CY0557  HISTORY     - Date     Condition        Report By
 CY0557  HISTORY     - 1932     MONUMENTED       CGS
 CY0557  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0557
 CY0557                          STATION DESCRIPTION
 CY0557
 CY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0557'IN THATCHER.
 CY0557'IN CONCRETE BASE OF SIGNAL TOWER, IN FRONT OF THATCHER DEPOT, 40 FT.
 CY0557'SOUTHWEST OF SOUTHERN PACIFIC RAILROAD CENTER LINE, 10 FT. NORTHEAST
 CY0557'OF DEPOT.
 CY0557
 CY0557                          STATION RECOVERY (1979)
 CY0557
 CY0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0557'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS AREA HAS CHANGED
 CY0557'EXTENSIVELY.  THE STATION AND SIGNAL TOWER HAVE BEEN TORN DOWN.  THE
 CY0557'MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1483 ***********************************************************************
 GR1483  DESIGNATION -  A 15
 GR1483  PID         -  GR1483
 GR1483  STATE/COUNTY-  AZ/MOHAVE
 GR1483  USGS QUAD   -  BOULDER CANYON (1983)
 GR1483
 GR1483                         *CURRENT SURVEY CONTROL
 GR1483  ___________________________________________________________________
 GR1483* NAD 83(1992)-  36 08 06.34527(N)    114 35 48.03147(W)     ADJUSTED  
 GR1483* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1483  ___________________________________________________________________
 GR1483  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 GR1483  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1483  HORZ ORDER  -  THIRD
 GR1483
 GR1483.The horizontal coordinates were established by classical geodetic methods
 GR1483.and adjusted by the National Geodetic Survey in August 1993.
 GR1483
 GR1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1483
 GR1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1483
 GR1483.The geoid height was determined by GEOID03.
 GR1483
 GR1483;                    North         East     Units Scale Factor Converg.
 GR1483;SPC AZ W     -   569,852.692   137,155.266   MT  1.00000486   -0 29 57.5
 GR1483;SPC AZ W     - 1,869,595.45    449,984.47   iFT  1.00000486   -0 29 57.5
 GR1483;SPC NV E     - 8,154,110.152   288,801.209   MT  0.99999713   +0 34 54.7
 GR1483;SPC NV E     -26,752,276.39    947,508.63   sFT  0.99999713   +0 34 54.7
 GR1483;UTM  11      - 4,001,608.199   716,255.373   MT  1.00017627   +1 25 04.0
 GR1483
 GR1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1483!SPC AZ W     -   0.99995075  x   1.00000486  =   0.99995561
 GR1483!SPC NV E     -   0.99995075  x   0.99999713  =   0.99994788
 GR1483!UTM  11      -   0.99995075  x   1.00017627  =   1.00012701
 GR1483
 GR1483:                Primary Azimuth Mark                     Grid Az
 GR1483:SPC AZ W     -  A 14                                     235 29 18.0
 GR1483:SPC NV E     -  A 14                                     234 24 25.8
 GR1483:UTM  11      -  A 14                                     233 34 16.5
 GR1483
 GR1483|---------------------------------------------------------------------|
 GR1483| PID    Reference Object                     Distance      Geod. Az  |
 GR1483|                                                           dddmmss.s |
 GR1483| GR1482 A 14                                APPROX. 0.8 KM 2345920.5 |
 GR1483|---------------------------------------------------------------------|
 GR1483
 GR1483                          SUPERSEDED SURVEY CONTROL
 GR1483
 GR1483  NAD 83(1986)-  36 08 06.33186(N)    114 35 48.02303(W) AD(       ) 3
 GR1483  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG    3  
 GR1483
 GR1483.Superseded values are not recommended for survey control.
 GR1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1483.See file dsdata.txt to determine how the superseded data were derived.
 GR1483
 GR1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1625501608(NAD 83)
 GR1483_MARKER: DS = TRIANGULATION STATION DISK
 GR1483_SETTING: 66 = SET IN ROCK OUTCROP
 GR1483_SP_SET: SET IN BEDROCK
 GR1483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1483+STABILITY: POSITION/ELEVATION WELL
 GR1483
 GR1483  HISTORY     - Date     Condition        Report By
 GR1483  HISTORY     - 1948     MONUMENTED       USGS
 GR1483
 GR1483                          STATION DESCRIPTION
 GR1483
 GR1483'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1483'LOCATED ABOUT 4 MI E. OF BEACON ISLAND, ABOUT 0.9 MI E. OF N.P.S.
 GR1483'REFLECTOR.  IN BOULDER CANYON, ON SMALL, SHARP RIDGE, ABOUT 15 FT.
 GR1483'BELOW HIGH WATER MARK.
 GR1483'
 GR1483'TO REACH NOT GIVEN.
 GR1483'
 GR1483'STATION MARK--STANDARD TABLET STAMPED---A15 1948---, CEMENTED IN
 GR1483'BEDROCK.
 GR1483'
 GR1483'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0174 ***********************************************************************
 DU0174  DESIGNATION -  A 150
 DU0174  PID         -  DU0174
 DU0174  STATE/COUNTY-  AZ/GRAHAM
 DU0174  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0174
 DU0174                         *CURRENT SURVEY CONTROL
 DU0174  ___________________________________________________________________
 DU0174* NAD 83(1986)-  33 20 31.     (N)    110 19 42.     (W)     SCALED    
 DU0174* NAVD 88     -      1155.295  (meters)    3790.33   (feet)  ADJUSTED  
 DU0174  ___________________________________________________________________
 DU0174  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DU0174  DYNAMIC HT  -        1153.693 (meters)    3785.07  (feet)  COMP
 DU0174  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 DU0174
 DU0174  VERT ORDER  -  SECOND    CLASS 0
 DU0174
 DU0174.The horizontal coordinates were scaled from a topographic map and have
 DU0174.an estimated accuracy of +/- 6 seconds.
 DU0174
 DU0174.The orthometric height was determined by differential leveling
 DU0174.and adjusted in June 1991.
 DU0174
 DU0174.The geoid height was determined by GEOID03.
 DU0174
 DU0174.The dynamic height is computed by dividing the NAVD 88
 DU0174.geopotential number by the normal gravity value computed on the
 DU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0174.degrees latitude (g = 980.6199 gals.).
 DU0174
 DU0174.The modeled gravity was interpolated from observed gravity values.
 DU0174
 DU0174;                    North         East    Units  Estimated Accuracy
 DU0174;SPC AZ E     -   259,680.      198,310.      MT  (+/- 180 meters Scaled)
 DU0174
 DU0174                          SUPERSEDED SURVEY CONTROL
 DU0174
 DU0174  NGVD 29 (??/??/92) 1154.677  (m)         3788.30   (f) ADJ UNCH    2 0
 DU0174
 DU0174.Superseded values are not recommended for survey control.
 DU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0174.See file dsdata.txt to determine how the superseded data were derived.
 DU0174
 DU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB625893(NAD 83)
 DU0174_MARKER: DB = BENCH MARK DISK
 DU0174_SETTING: 66 = SET IN ROCK OUTCROP
 DU0174_SP_SET: ROCK LEDGE
 DU0174_STAMPING: A 150 1935
 DU0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0174+STABILITY: POSITION/ELEVATION WELL
 DU0174
 DU0174  HISTORY     - Date     Condition        Report By
 DU0174  HISTORY     - 1935     MONUMENTED       CGS
 DU0174  HISTORY     - 1961     GOOD             NGS
 DU0174  HISTORY     - 1965     MARK NOT FOUND   NGS
 DU0174
 DU0174                          STATION DESCRIPTION
 DU0174
 DU0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0174'11.7 MI E FROM SAN CARLOS.
 DU0174'IN GRAHAM COUNTY, 11.7 MILES EAST ALONG THE ASH CREEK RANCH ROAD FROM
 DU0174'SAN CARLOS, GILA COUNTY, THENCE 2.2 MILES SOUTHWEST ALONG THE
 DU0174'HACKBERRY WASH ROAD, AT THE CROSSING OF THE WASH, 26 FEET EAST OF THE
 DU0174'CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD
 DU0174'DISK, STAMPED A 150 1935.  NOTE-- CEMENT BINDING AROUND THE DISK IS
 DU0174'BREAKING OFF.
 DU0174
 DU0174                          STATION RECOVERY (1965)
 DU0174
 DU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0391 ***********************************************************************
 DT0391  DESIGNATION -  A 153
 DT0391  PID         -  DT0391
 DT0391  STATE/COUNTY-  AZ/GRAHAM
 DT0391  USGS QUAD   -  BONITA TANK (1989)
 DT0391
 DT0391                         *CURRENT SURVEY CONTROL
 DT0391  ___________________________________________________________________
 DT0391* NAD 83(1986)-  33 14 21.     (N)    109 49 39.     (W)     SCALED    
 DT0391* NAVD 88     -      1523.752  (meters)    4999.18   (feet)  ADJUSTED  
 DT0391  ___________________________________________________________________
 DT0391  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DT0391  DYNAMIC HT  -        1521.486 (meters)    4991.74  (feet)  COMP
 DT0391  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 DT0391
 DT0391  VERT ORDER  -  SECOND    CLASS 0
 DT0391
 DT0391.The horizontal coordinates were scaled from a topographic map and have
 DT0391.an estimated accuracy of +/- 6 seconds.
 DT0391
 DT0391.The orthometric height was determined by differential leveling
 DT0391.and adjusted in June 1991.
 DT0391
 DT0391.The geoid height was determined by GEOID03.
 DT0391
 DT0391.The dynamic height is computed by dividing the NAVD 88
 DT0391.geopotential number by the normal gravity value computed on the
 DT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0391.degrees latitude (g = 980.6199 gals.).
 DT0391
 DT0391.The modeled gravity was interpolated from observed gravity values.
 DT0391
 DT0391;                    North         East    Units  Estimated Accuracy
 DT0391;SPC AZ E     -   248,330.      244,970.      MT  (+/- 180 meters Scaled)
 DT0391
 DT0391                          SUPERSEDED SURVEY CONTROL
 DT0391
 DT0391  NGVD 29 (??/??/92) 1523.002  (m)         4996.72   (f) ADJ UNCH    2 0
 DT0391
 DT0391.Superseded values are not recommended for survey control.
 DT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0391.See file dsdata.txt to determine how the superseded data were derived.
 DT0391
 DT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB092784(NAD 83)
 DT0391_MARKER: DB = BENCH MARK DISK
 DT0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0391_STAMPING: A 153 1935
 DT0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0391+STABILITY: SURFACE MOTION
 DT0391
 DT0391  HISTORY     - Date     Condition        Report By
 DT0391  HISTORY     - 1935     MONUMENTED       CGS
 DT0391
 DT0391                          STATION DESCRIPTION
 DT0391
 DT0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0391'16.3 MI SE FROM ASH CREEK RANCH.
 DT0391'16.3 MI. SE ALONG ROAD TO HAT RANCH.  (17.1 MI. N.W. OF HAT RANCH.)
 DT0391'0.1 MI. SE OF WASH CROSSING AND 42 FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0287 ***********************************************************************
 ET0287  DESIGNATION -  A 155
 ET0287  PID         -  ET0287
 ET0287  STATE/COUNTY-  AZ/YAVAPAI
 ET0287  USGS QUAD   -  CLEATOR (1974)
 ET0287
 ET0287                         *CURRENT SURVEY CONTROL
 ET0287  ___________________________________________________________________
 ET0287* NAD 83(1986)-  34 17 52.     (N)    112 08 24.     (W)     SCALED    
 ET0287* NAVD 88     -      1172.05   (+/-2cm)    3845.3    (feet)  VERTCON   
 ET0287  ___________________________________________________________________
 ET0287  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 ET0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0287
 ET0287.The horizontal coordinates were scaled from a topographic map and have
 ET0287.an estimated accuracy of +/- 6 seconds.
 ET0287
 ET0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0287.The vertical order pertains to the NGVD 29 superseded value.
 ET0287
 ET0287.The geoid height was determined by GEOID03.
 ET0287
 ET0287;                    North         East    Units  Estimated Accuracy
 ET0287;SPC AZ C     -   365,700.      192,800.      MT  (+/- 180 meters Scaled)
 ET0287
 ET0287                          SUPERSEDED SURVEY CONTROL
 ET0287
 ET0287  NGVD 29 (??/??/92) 1171.353  (m)         3843.01   (f) ADJ UNCH    2 0
 ET0287
 ET0287.Superseded values are not recommended for survey control.
 ET0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0287.See file dsdata.txt to determine how the superseded data were derived.
 ET0287
 ET0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC950957(NAD 83)
 ET0287_MARKER: DB = BENCH MARK DISK
 ET0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0287_STAMPING: A 155 1935
 ET0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0287+STABILITY: SURFACE MOTION
 ET0287
 ET0287  HISTORY     - Date     Condition        Report By
 ET0287  HISTORY     - 1935     MONUMENTED       CGS
 ET0287  HISTORY     - 1952     GOOD             NGS
 ET0287  HISTORY     - 1958     GOOD             NGS
 ET0287
 ET0287                          STATION DESCRIPTION
 ET0287
 ET0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0287'1.8 MI E FROM CORDES.
 ET0287'1.8 MILES EAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0287'CORDES, 0.15 MILE NORTHWEST OF THE SUMMIT OF A GRADE, ABOUT 65 YARDS
 ET0287'NORTHWEST OF THE CROSSING OF A WASH, ON THE SOUTHEAST SLOPE AND NEAR
 ET0287'THE TOP OF A RIDGE, 39 FEET SOUTHWEST OF THE CENTER LINE OF AND ABOUT
 ET0287'LEVEL WITH THE ROAD, 2.1 FEET NORTHEAST OF A WITNESS POST, AND SET IN
 ET0287'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0287'NOTE-- CORDES TO 37.0 MI. SE OF CORDES.
 ET0287
 ET0287                          STATION RECOVERY (1958)
 ET0287
 ET0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 ET0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0122 ***********************************************************************
 DU0122  DESIGNATION -  A 16
 DU0122  PID         -  DU0122
 DU0122  STATE/COUNTY-  AZ/GRAHAM
 DU0122  USGS QUAD   -  DEWEY FLAT (1989)
 DU0122
 DU0122                         *CURRENT SURVEY CONTROL
 DU0122  ___________________________________________________________________
 DU0122* NAD 83(1986)-  33 13 12.     (N)    110 19 26.     (W)     SCALED    
 DU0122* NAVD 88     -       777.612  (meters)    2551.22   (feet)  ADJUSTED  
 DU0122  ___________________________________________________________________
 DU0122  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU0122  DYNAMIC HT  -         776.570 (meters)    2547.80  (feet)  COMP
 DU0122  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 DU0122
 DU0122  VERT ORDER  -  FIRST     CLASS II
 DU0122
 DU0122.The horizontal coordinates were scaled from a topographic map and have
 DU0122.an estimated accuracy of +/- 6 seconds.
 DU0122
 DU0122.The orthometric height was determined by differential leveling
 DU0122.and adjusted in June 1991.
 DU0122
 DU0122.The geoid height was determined by GEOID03.
 DU0122
 DU0122.The dynamic height is computed by dividing the NAVD 88
 DU0122.geopotential number by the normal gravity value computed on the
 DU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0122.degrees latitude (g = 980.6199 gals.).
 DU0122
 DU0122.The modeled gravity was interpolated from observed gravity values.
 DU0122
 DU0122;                    North         East    Units  Estimated Accuracy
 DU0122;SPC AZ E     -   246,160.      198,710.      MT  (+/- 180 meters Scaled)
 DU0122
 DU0122                          SUPERSEDED SURVEY CONTROL
 DU0122
 DU0122  NGVD 29 (??/??/92)  777.040  (m)         2549.34   (f) ADJ UNCH    1 2
 DU0122
 DU0122.Superseded values are not recommended for survey control.
 DU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0122.See file dsdata.txt to determine how the superseded data were derived.
 DU0122
 DU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB630758(NAD 83)
 DU0122_MARKER: DB = BENCH MARK DISK
 DU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0122_STAMPING: 2549.339 A 16 1933
 DU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0122+STABILITY: SURFACE MOTION
 DU0122
 DU0122  HISTORY     - Date     Condition        Report By
 DU0122  HISTORY     - 1933     MONUMENTED       CGS
 DU0122
 DU0122                          STATION DESCRIPTION
 DU0122
 DU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0122'15.3 MI SE FROM SAN CARLOS.
 DU0122'ON SOUTHERN PACIFIC RIGHT OF WAY, 2.0 MILES NORTHWEST OF NACHES
 DU0122'SIDING, 2200 FEET SOUTHEAST OF MILEPOST 1186, 16 FEET SOUTHWEST OF
 DU0122'RAILROAD CENTER-LINE, AT SOUTHEAST END OF RAILROAD GRADE EXCAVATION OF
 DU0122'LIME-STONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1484 ***********************************************************************
 GR1484  DESIGNATION -  A 16
 GR1484  PID         -  GR1484
 GR1484  STATE/COUNTY-  AZ/MOHAVE
 GR1484  USGS QUAD   -  BOULDER CANYON (1983)
 GR1484
 GR1484                         *CURRENT SURVEY CONTROL
 GR1484  ___________________________________________________________________
 GR1484* NAD 83(1992)-  36 08 17.90622(N)    114 35 30.68114(W)     ADJUSTED  
 GR1484* NAVD 88     -       438.7    (meters)    1439.     (feet)  VERTCON   
 GR1484  ___________________________________________________________________
 GR1484  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GR1484  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1484  HORZ ORDER  -  THIRD
 GR1484
 GR1484.The horizontal coordinates were established by classical geodetic methods
 GR1484.and adjusted by the National Geodetic Survey in August 1993.
 GR1484
 GR1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1484
 GR1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1484
 GR1484.The geoid height was determined by GEOID03.
 GR1484
 GR1484;                    North         East     Units Scale Factor Converg.
 GR1484;SPC AZ W     -   570,205.249   137,592.144   MT  1.00000404   -0 29 47.4
 GR1484;SPC AZ W     - 1,870,752.13    451,417.80   iFT  1.00000404   -0 29 47.4
 GR1484;SPC NV E     - 8,154,470.888   289,231.354   MT  0.99999808   +0 35 05.1
 GR1484;SPC NV E     -26,753,459.91    948,919.87   sFT  0.99999808   +0 35 05.1
 GR1484;UTM  11      - 4,001,975.238   716,680.286   MT  1.00017853   +1 25 14.6
 GR1484
 GR1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1484!SPC AZ W     -   0.99993553  x   1.00000404  =   0.99993957
 GR1484!SPC NV E     -   0.99993553  x   0.99999808  =   0.99993361
 GR1484!UTM  11      -   0.99993553  x   1.00017853  =   1.00011405
 GR1484
 GR1484:                Primary Azimuth Mark                     Grid Az
 GR1484:SPC AZ W     -  A 15                                     231 05 48.2
 GR1484:SPC NV E     -  A 15                                     230 00 55.7
 GR1484:UTM  11      -  A 15                                     229 10 46.2
 GR1484
 GR1484|---------------------------------------------------------------------|
 GR1484| PID    Reference Object                     Distance      Geod. Az  |
 GR1484|                                                           dddmmss.s |
 GR1484| GR1483 A 15                                APPROX. 0.6 KM 2303600.8 |
 GR1484|---------------------------------------------------------------------|
 GR1484
 GR1484                          SUPERSEDED SURVEY CONTROL
 GR1484
 GR1484  NAD 83(1986)-  36 08 17.89288(N)    114 35 30.67288(W) AD(       ) 3
 GR1484  NGVD 29 (06/27/88)  438.0    (m)         1437.     (f) VERT ANG    3  
 GR1484
 GR1484.Superseded values are not recommended for survey control.
 GR1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1484.See file dsdata.txt to determine how the superseded data were derived.
 GR1484
 GR1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1668001975(NAD 83)
 GR1484_MARKER: DS = TRIANGULATION STATION DISK
 GR1484_SETTING: 66 = SET IN ROCK OUTCROP
 GR1484_SP_SET: SET IN ROCK OUTCROP
 GR1484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1484+STABILITY: POSITION/ELEVATION WELL
 GR1484
 GR1484  HISTORY     - Date     Condition        Report By
 GR1484  HISTORY     - 1948     MONUMENTED       USGS
 GR1484
 GR1484                          STATION DESCRIPTION
 GR1484
 GR1484'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1484'LOCATED ABOUT 4.3 MI E. OF BEACON ISLAND, ABOUT 0.5 MI SW. OF
 GR1484'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON ROCK OUTCROP ON SIDEHILL,
 GR1484'ABOUT 250 FT. ABOVE HIGH WATER MARK.
 GR1484'
 GR1484'TO REACH NOT GIVEN.
 GR1484'
 GR1484'STATION MARK--STANDARD TABLET STAMPED---A16 1948---, CEMENTED IN
 GR1484'ROCK OUTCROP.
 GR1484'
 GR1484'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0248 ***********************************************************************
 DU0248  DESIGNATION -  A 17
 DU0248  PID         -  DU0248
 DU0248  STATE/COUNTY-  AZ/GILA
 DU0248  USGS QUAD   -  GLOBE (1982)
 DU0248
 DU0248                         *CURRENT SURVEY CONTROL
 DU0248  ___________________________________________________________________
 DU0248* NAD 83(1986)-  33 28 53.     (N)    110 51 04.     (W)     SCALED    
 DU0248* NAVD 88     -       952.164  (meters)    3123.89   (feet)  ADJUSTED  
 DU0248  ___________________________________________________________________
 DU0248  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU0248  DYNAMIC HT  -         950.891 (meters)    3119.71  (feet)  COMP
 DU0248  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 DU0248
 DU0248  VERT ORDER  -  FIRST     CLASS II
 DU0248
 DU0248.The horizontal coordinates were scaled from a topographic map and have
 DU0248.an estimated accuracy of +/- 6 seconds.
 DU0248
 DU0248.The orthometric height was determined by differential leveling
 DU0248.and adjusted in June 1991.
 DU0248
 DU0248.The geoid height was determined by GEOID03.
 DU0248
 DU0248.The dynamic height is computed by dividing the NAVD 88
 DU0248.geopotential number by the normal gravity value computed on the
 DU0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0248.degrees latitude (g = 980.6199 gals.).
 DU0248
 DU0248.The modeled gravity was interpolated from observed gravity values.
 DU0248
 DU0248;                    North         East    Units  Estimated Accuracy
 DU0248;SPC AZ E     -   275,350.      149,750.      MT  (+/- 180 meters Scaled)
 DU0248
 DU0248                          SUPERSEDED SURVEY CONTROL
 DU0248
 DU0248  NGVD 29 (??/??/92)  951.560  (m)         3121.91   (f) ADJ UNCH    1 2
 DU0248
 DU0248.Superseded values are not recommended for survey control.
 DU0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0248.See file dsdata.txt to determine how the superseded data were derived.
 DU0248
 DU0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC138046(NAD 83)
 DU0248_MARKER: DB = BENCH MARK DISK
 DU0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0248_STAMPING: 3121.910 A 17 1933
 DU0248_PROJECTION: PROJECTING 61 CENTIMETERS
 DU0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0248+STABILITY: SURFACE MOTION
 DU0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0248+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2006
 DU0248
 DU0248  HISTORY     - Date     Condition        Report By
 DU0248  HISTORY     - 1933     MONUMENTED       CGS
 DU0248  HISTORY     - 1979     GOOD             NGS
 DU0248  HISTORY     - 20061029 GOOD             GEOCAC
 DU0248
 DU0248                          STATION DESCRIPTION
 DU0248
 DU0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0248'8.1 MI N FROM GLOBE.
 DU0248'8.1 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, 2.7 MILES
 DU0248'NORTHWEST OF A BRIDGE OVER PINAL CREEK, 450 FEET SOUTHWEST OF A DIP,
 DU0248'30 FEET SOUTHEAST OF THE JUNCTION OF THE ROAD LEADING TO MONEY METAL
 DU0248'MINE, AND 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  SET IN
 DU0248'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 DU0248
 DU0248                          STATION RECOVERY (1979)
 DU0248
 DU0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0248'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DU0248'GILA COUNTY COURTHOUSE IN GLOBE, THENCE NORTH ALONG STATE HIGHWAY
 DU0248'88 (APACHE TRAIL), 60 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 DU0248'A CATTLE GUARD, 30 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY
 DU0248'LEADING WEST, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU0248'9 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING EAST TO THE
 DU0248'PETE SANFORD RESIDENCE AND 4 FEET WEST OF A FENCE.
 DU0248'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DU0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0248
 DU0248                          STATION RECOVERY (2006)
 DU0248
 DU0248'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0248'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE ROADS IN THE AREA HAVE
 DU0248'CHANGED, AND A NEW TO REACH FOLLOWS.
 DU0248'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DU0248'GILA COUNTY COURTHOUSE IN GLOBE, THENCE NORTH ALONG STATE HIGHWAY 88
 DU0248'(APACHE TRAIL)FOR 4.17 MILES TO THE TURN-OFF FOR OLD HIGHWAY 88 ON THE
 DU0248'RIGHT. TURN RIGHT AND PROCEED NORTHWARD FOR 1.1 MILES AND THE MARK ON
 DU0248'THE RIGHT.
 DU0248'30 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING WEST, 25 FEET
 DU0248'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTHEAST OF THE
 DU0248'CENTER OF A DRIVEWAY LEADING EAST TO A RESIDENCE AND 4 FEET WEST OF A
 DU0248'FENCE. THE MARK IS 1 FT NE FROM A WITNESS POST, ABOVE LEVEL WITH THE
 DU0248'HIGHWAY, AND PROJECTS ABOUT 14 INCHES. THE UN-FORMED FOOT OF THE
 DU0248'CONCRETE POST IS NOW EXPOSED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1485 ***********************************************************************
 GR1485  DESIGNATION -  A 17
 GR1485  PID         -  GR1485
 GR1485  STATE/COUNTY-  AZ/MOHAVE
 GR1485  USGS QUAD   -  BOULDER CANYON (1983)
 GR1485
 GR1485                         *CURRENT SURVEY CONTROL
 GR1485  ___________________________________________________________________
 GR1485* NAD 83(1992)-  36 08 23.05253(N)    114 35 31.66058(W)     ADJUSTED  
 GR1485* NAVD 88     -       320.7    (meters)    1052.     (feet)  VERTCON   
 GR1485  ___________________________________________________________________
 GR1485  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GR1485  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GR1485  HORZ ORDER  -  THIRD
 GR1485
 GR1485.The horizontal coordinates were established by classical geodetic methods
 GR1485.and adjusted by the National Geodetic Survey in August 1993.
 GR1485
 GR1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1485
 GR1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1485
 GR1485.The geoid height was determined by GEOID03.
 GR1485
 GR1485;                    North         East     Units Scale Factor Converg.
 GR1485;SPC AZ W     -   570,364.079   137,569.032   MT  1.00000409   -0 29 48.0
 GR1485;SPC AZ W     - 1,871,273.23    451,341.97   iFT  1.00000409   -0 29 48.0
 GR1485;SPC NV E     - 8,154,629.252   289,205.249   MT  0.99999802   +0 35 04.6
 GR1485;SPC NV E     -26,753,979.47    948,834.22   sFT  0.99999802   +0 35 04.6
 GR1485;UTM  11      - 4,002,133.234   716,651.868   MT  1.00017838   +1 25 14.2
 GR1485
 GR1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1485!SPC AZ W     -   0.99995405  x   1.00000409  =   0.99995814
 GR1485!SPC NV E     -   0.99995405  x   0.99999802  =   0.99995207
 GR1485!UTM  11      -   0.99995405  x   1.00017838  =   1.00013242
 GR1485
 GR1485                          SUPERSEDED SURVEY CONTROL
 GR1485
 GR1485  NAD 83(1986)-  36 08 23.03908(N)    114 35 31.65239(W) AD(       ) 3
 GR1485  NGVD 29 (06/27/88)  320.0    (m)         1050.     (f) VERT ANG    3  
 GR1485
 GR1485.Superseded values are not recommended for survey control.
 GR1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1485.See file dsdata.txt to determine how the superseded data were derived.
 GR1485
 GR1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1665202133(NAD 83)
 GR1485_MARKER: DS = TRIANGULATION STATION DISK
 GR1485_SETTING: 66 = SET IN ROCK OUTCROP
 GR1485_SP_SET: SET IN ROCK OUTCROP
 GR1485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1485+STABILITY: POSITION/ELEVATION WELL
 GR1485
 GR1485  HISTORY     - Date     Condition        Report By
 GR1485  HISTORY     - 1948     MONUMENTED       USGS
 GR1485
 GR1485                          STATION DESCRIPTION
 GR1485
 GR1485'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1485'NOT OCCUPIED.
 GR1485'
 GR1485'LOCATED ABOUT 4.4 MI NE. OF BEACON ISLAND, ABOUT 0.5 MI SW. OF
 GR1485'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SHARP POINT, ABOUT 10 FT.
 GR1485'ABOVE HIGH WATER MARK.
 GR1485'
 GR1485'STATION MARK--STANDARD TABLET STAMPED---A17 1948---, CEMENTED IN
 GR1485'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0281 ***********************************************************************
 DU0281  DESIGNATION -  A 18
 DU0281  PID         -  DU0281
 DU0281  STATE/COUNTY-  AZ/GILA
 DU0281  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU0281
 DU0281                         *CURRENT SURVEY CONTROL
 DU0281  ___________________________________________________________________
 DU0281* NAD 83(1986)-  33 08 11.     (N)    110 47 54.     (W)     SCALED    
 DU0281* NAVD 88     -       821.86   (+/-2cm)    2696.4    (feet)  VERTCON   
 DU0281  ___________________________________________________________________
 DU0281  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DU0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0281
 DU0281.The horizontal coordinates were scaled from a topographic map and have
 DU0281.an estimated accuracy of +/- 6 seconds.
 DU0281
 DU0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0281.The vertical order pertains to the NGVD 29 superseded value.
 DU0281
 DU0281.The geoid height was determined by GEOID03.
 DU0281
 DU0281;                    North         East    Units  Estimated Accuracy
 DU0281;SPC AZ E     -   237,050.      154,430.      MT  (+/- 180 meters Scaled)
 DU0281
 DU0281                          SUPERSEDED SURVEY CONTROL
 DU0281
 DU0281  NGVD 29 (??/??/92)  821.237  (m)         2694.34   (f) ADJ UNCH    2 0
 DU0281
 DU0281.Superseded values are not recommended for survey control.
 DU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0281.See file dsdata.txt to determine how the superseded data were derived.
 DU0281
 DU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB188664(NAD 83)
 DU0281_MARKER: DB = BENCH MARK DISK
 DU0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0281_STAMPING: 2694.384 A 18 1933
 DU0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0281+STABILITY: SURFACE MOTION
 DU0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0281+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2008
 DU0281
 DU0281  HISTORY     - Date     Condition        Report By
 DU0281  HISTORY     - 1933     MONUMENTED       CGS
 DU0281  HISTORY     - 20081111 GOOD             GEOCAC
 DU0281
 DU0281                          STATION DESCRIPTION
 DU0281
 DU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0281'17.1 MI N FROM WINKELMAN.
 DU0281'TO REACH FROM POST OFFICE IN GLOBE, PROCEED SOUTHEAST ON FEDERAL
 DU0281'HIGHWAY 70 FOR 3.6 MILES TO JUNCTION OF FEDERAL HIGHWAY 70 AND STATE
 DU0281'HIGHWAY 77.  FOLLOW STATE HIGHWAY 77 FOR 18.5 MILES TO GRADED ROAD ON
 DU0281'RIGHT AT SIGN TATUM 1.3 MI.  TURN RIGHT AND GO 1.3 MILES TO T-ROAD
 DU0281'FORK AT TELEPHONE LINE.  TURN RIGHT.  CROSS CONCRETE APRON IN WASH AND
 DU0281'GO 0.2 MILES TO ANOTHER ROAD FORK.  CONTINUE STRAIGHT AHEAD FOR 0.1
 DU0281'MILE TO THE TATUM RANCH ON RIGHT.  CROSS WASH AND FOLLOW ROAD FOR 1.2
 DU0281'MILES TO TOP OF RIDGE AND BENCH MARK 36 FEET EAST OF THE CENTERLINE OF
 DU0281'THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 DU0281'GROUND.
 DU0281
 DU0281                          STATION RECOVERY (2008)
 DU0281
 DU0281'RECOVERY NOTE BY GEOCACHING 2008 (MDR)
 DU0281'QUITE A HIKE FROM AZ 77 (ABOUT 0.5 MILES) SINCE THE ROAD MENTIONED IN
 DU0281'THE ORIGINAL LOG HAS BEEN WASHED OUT FOR WHAT SEEMS TO BE A VERY LONG
 DU0281'TIME. IT IS AS DESCRIBED BUT THE COORDINTATES THAT I HAVE ARE
 DU0281'N 33 08.100
 DU0281'W 110 47.905
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1486 ***********************************************************************
 GR1486  DESIGNATION -  A 18
 GR1486  PID         -  GR1486
 GR1486  STATE/COUNTY-  AZ/MOHAVE
 GR1486  USGS QUAD   -  BOULDER CANYON (1983)
 GR1486
 GR1486                         *CURRENT SURVEY CONTROL
 GR1486  ___________________________________________________________________
 GR1486* NAD 83(1992)-  36 08 37.14850(N)    114 35 11.12230(W)     ADJUSTED  
 GR1486* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 GR1486  ___________________________________________________________________
 GR1486  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GR1486  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1486  HORZ ORDER  -  THIRD
 GR1486
 GR1486.The horizontal coordinates were established by classical geodetic methods
 GR1486.and adjusted by the National Geodetic Survey in August 1993.
 GR1486
 GR1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1486
 GR1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1486
 GR1486.The geoid height was determined by GEOID03.
 GR1486
 GR1486;                    North         East     Units Scale Factor Converg.
 GR1486;SPC AZ W     -   570,794.104   138,086.237   MT  1.00000312   -0 29 36.1
 GR1486;SPC AZ W     - 1,872,684.07    453,038.84   iFT  1.00000312   -0 29 36.1
 GR1486;SPC NV E     - 8,155,068.959   289,714.244   MT  0.99999914   +0 35 16.9
 GR1486;SPC NV E     -26,755,422.08    950,504.15   sFT  0.99999914   +0 35 16.9
 GR1486;UTM  11      - 4,002,580.401   717,154.484   MT  1.00018107   +1 25 26.8
 GR1486
 GR1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1486!SPC AZ W     -   0.99995467  x   1.00000312  =   0.99995779
 GR1486!SPC NV E     -   0.99995467  x   0.99999914  =   0.99995381
 GR1486!UTM  11      -   0.99995467  x   1.00018107  =   1.00013573
 GR1486
 GR1486:                Primary Azimuth Mark                     Grid Az
 GR1486:SPC AZ W     -  A 19                                     073 05 46.2
 GR1486:SPC NV E     -  A 19                                     072 00 53.2
 GR1486:UTM  11      -  A 19                                     071 10 43.3
 GR1486
 GR1486|---------------------------------------------------------------------|
 GR1486| PID    Reference Object                     Distance      Geod. Az  |
 GR1486|                                                           dddmmss.s |
 GR1486| GR1487 A 19                                APPROX. 0.8 KM 0723610.1 |
 GR1486| GR1484 A 16                                APPROX. 0.8 KM 2193021.1 |
 GR1486|---------------------------------------------------------------------|
 GR1486
 GR1486                          SUPERSEDED SURVEY CONTROL
 GR1486
 GR1486  NAD 83(1986)-  36 08 37.13505(N)    114 35 11.11435(W) AD(       ) 3
 GR1486  NGVD 29 (06/27/88)  316.0    (m)         1037.     (f) VERT ANG    3  
 GR1486
 GR1486.Superseded values are not recommended for survey control.
 GR1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1486.See file dsdata.txt to determine how the superseded data were derived.
 GR1486
 GR1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1715402580(NAD 83)
 GR1486_MARKER: DS = TRIANGULATION STATION DISK
 GR1486_SETTING: 66 = SET IN ROCK OUTCROP
 GR1486_SP_SET: SET IN ROCK OUTCROP
 GR1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1486+STABILITY: POSITION/ELEVATION WELL
 GR1486
 GR1486  HISTORY     - Date     Condition        Report By
 GR1486  HISTORY     - 1948     MONUMENTED       USGS
 GR1486
 GR1486                          STATION DESCRIPTION
 GR1486
 GR1486'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1486'LOCATED IN BOULDER CANYON, ON ROCKY POINT WHICH FORMS WEST SIDE
 GR1486'OF ENTRANCE TO WISHING WELL COVE, ABOUT 10 FT. ABOVE AND 25 FT.
 GR1486'SE. OF N.P.S. REFLECTOR, ABOUT 35 FT. ABOVE HIGH WATER MARK.
 GR1486'
 GR1486'TO REACH NOT GIVEN.
 GR1486'
 GR1486'STATION MARK--STANDARD TABLET STAMPED---A18 1948---, CEMENTED IN
 GR1486'ROCK OUTCROP.
 GR1486'
 GR1486'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0302 ***********************************************************************
 CZ0302  DESIGNATION -  A 19
 CZ0302  PID         -  CZ0302
 CZ0302  STATE/COUNTY-  AZ/PINAL
 CZ0302  USGS QUAD   -  ORACLE (1988)
 CZ0302
 CZ0302                         *CURRENT SURVEY CONTROL
 CZ0302  ___________________________________________________________________
 CZ0302* NAD 83(1986)-  32 36 38.     (N)    110 46 00.     (W)     SCALED    
 CZ0302* NAVD 88     -      1376.24   (+/-2cm)    4515.2    (feet)  VERTCON   
 CZ0302  ___________________________________________________________________
 CZ0302  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CZ0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0302
 CZ0302.The horizontal coordinates were scaled from a topographic map and have
 CZ0302.an estimated accuracy of +/- 6 seconds.
 CZ0302
 CZ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0302.The vertical order pertains to the NGVD 29 superseded value.
 CZ0302
 CZ0302.The geoid height was determined by GEOID03.
 CZ0302
 CZ0302;                    North         East    Units  Estimated Accuracy
 CZ0302;SPC AZ C     -   179,150.      321,290.      MT  (+/- 180 meters Scaled)
 CZ0302
 CZ0302                          SUPERSEDED SURVEY CONTROL
 CZ0302
 CZ0302  NGVD 29 (??/??/92) 1375.471  (m)         4512.69   (f) ADJ UNCH    2 0
 CZ0302
 CZ0302.Superseded values are not recommended for survey control.
 CZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0302.See file dsdata.txt to determine how the superseded data were derived.
 CZ0302
 CZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB218081(NAD 83)
 CZ0302_MARKER: DB = BENCH MARK DISK
 CZ0302_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0302_SP_SET: ROCK OUTCROP
 CZ0302_STAMPING: 4512.780 A 19 1933
 CZ0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0302+STABILITY: POSITION/ELEVATION WELL
 CZ0302
 CZ0302  HISTORY     - Date     Condition        Report By
 CZ0302  HISTORY     - 1933     MONUMENTED       CGS
 CZ0302  HISTORY     - 1959     MARK NOT FOUND   USGS
 CZ0302
 CZ0302                          STATION DESCRIPTION
 CZ0302
 CZ0302'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CZ0302'IN ORACLE.
 CZ0302'AT ORACLE, PINAL COUNTY, ON STATE HIGHWAY 77, 0.2 MILE EAST OF THE
 CZ0302'POST OFFICE, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE
 CZ0302'MIDDLE OF A GROUP OF LARGE BOULDERS, IN THE CENTER OF THE TOP OF A
 CZ0302'GRANITE ROCK OUTCROP, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD
 CZ0302'DISK, STAMPED 4512.780 A 19 1933.  NOTE-- USGS REPORTS THAT THE
 CZ0302'HIGHWAY HAS BEEN WIDENED SINCE THE BENCH MARK WAS SET AND PROBABLY THE
 CZ0302'SHOULDERS OF THE HIGHWAY HAVE BEEN EXTENDED FAR ENOUGH TO COVER THE
 CZ0302'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1487 ***********************************************************************
 GR1487  DESIGNATION -  A 19
 GR1487  PID         -  GR1487
 GR1487  STATE/COUNTY-  AZ/MOHAVE
 GR1487  USGS QUAD   -  BOULDER CANYON (1983)
 GR1487
 GR1487                         *CURRENT SURVEY CONTROL
 GR1487  ___________________________________________________________________
 GR1487* NAD 83(1992)-  36 08 44.91794(N)    114 34 40.54529(W)     ADJUSTED  
 GR1487* NAVD 88     -       344.7    (meters)    1131.     (feet)  VERTCON   
 GR1487  ___________________________________________________________________
 GR1487  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GR1487  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1487  HORZ ORDER  -  THIRD
 GR1487
 GR1487.The horizontal coordinates were established by classical geodetic methods
 GR1487.and adjusted by the National Geodetic Survey in August 1993.
 GR1487
 GR1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1487
 GR1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1487
 GR1487.The geoid height was determined by GEOID03.
 GR1487
 GR1487;                    North         East     Units Scale Factor Converg.
 GR1487;SPC AZ W     -   571,027.022   138,852.676   MT  1.00000171   -0 29 18.1
 GR1487;SPC AZ W     - 1,873,448.23    455,553.40   iFT  1.00000171   -0 29 18.1
 GR1487;SPC NV E     - 8,155,316.300   290,476.149   MT  1.00000083   +0 35 35.1
 GR1487;SPC NV E     -26,756,233.56    953,003.83   sFT  1.00000083   +0 35 35.1
 GR1487;UTM  11      - 4,002,838.881   717,912.838   MT  1.00018513   +1 25 45.1
 GR1487
 GR1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1487!SPC AZ W     -   0.99995028  x   1.00000171  =   0.99995199
 GR1487!SPC NV E     -   0.99995028  x   1.00000083  =   0.99995111
 GR1487!UTM  11      -   0.99995028  x   1.00018513  =   1.00013540
 GR1487
 GR1487:                Primary Azimuth Mark                     Grid Az
 GR1487:SPC AZ W     -  A 18                                     253 05 46.2
 GR1487:SPC NV E     -  A 18                                     252 00 53.0
 GR1487:UTM  11      -  A 18                                     251 10 43.0
 GR1487
 GR1487|---------------------------------------------------------------------|
 GR1487| PID    Reference Object                     Distance      Geod. Az  |
 GR1487|                                                           dddmmss.s |
 GR1487| GR1486 A 18                                APPROX. 0.8 KM 2523628.1 |
 GR1487| GR1674 N 25                                APPROX. 0.5 KM 3225531.9 |
 GR1487|---------------------------------------------------------------------|
 GR1487
 GR1487                          SUPERSEDED SURVEY CONTROL
 GR1487
 GR1487  NAD 83(1986)-  36 08 44.90462(N)    114 34 40.53752(W) AD(       ) 3
 GR1487  NGVD 29 (06/27/88)  344.0    (m)         1129.     (f) VERT ANG    3  
 GR1487
 GR1487.Superseded values are not recommended for survey control.
 GR1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1487.See file dsdata.txt to determine how the superseded data were derived.
 GR1487
 GR1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1791302839(NAD 83)
 GR1487_MARKER: DS = TRIANGULATION STATION DISK
 GR1487_SETTING: 66 = SET IN ROCK OUTCROP
 GR1487_SP_SET: SET IN ROCK OUTCROP
 GR1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1487+STABILITY: POSITION/ELEVATION WELL
 GR1487
 GR1487  HISTORY     - Date     Condition        Report By
 GR1487  HISTORY     - 1948     MONUMENTED       USGS
 GR1487
 GR1487                          STATION DESCRIPTION
 GR1487
 GR1487'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1487'LOCATED ABOUT 0.3 MI NE. OF MOUTH OF WISHING WELL COVE.  IN
 GR1487'BOULDER CANYON, ON SMALL, SHARP POINT, ABOUT 80 FT. ABOVE HIGH
 GR1487'WATER MARK.
 GR1487'
 GR1487'TO REACH NOT GIVEN.
 GR1487'
 GR1487'STATION MARK--STANDARD TABLET STAMPED---A19 1948---, CEMENTED IN
 GR1487'ROCK OUTCROP.
 GR1487'
 GR1487'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0932 ***********************************************************************
 ET0932  DESIGNATION -  A 2
 ET0932  PID         -  ET0932
 ET0932  STATE/COUNTY-  AZ/YAVAPAI
 ET0932  USGS QUAD   -  BUMBLE BEE (1969)
 ET0932
 ET0932                         *CURRENT SURVEY CONTROL
 ET0932  ___________________________________________________________________
 ET0932* NAD 83(1992)-  34 09 01.01264(N)    112 08 54.66032(W)     ADJUSTED  
 ET0932* NAVD 88     -       885.6    (meters)    2906.     (feet)  VERTCON   
 ET0932  ___________________________________________________________________
 ET0932  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 ET0932  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 ET0932  HORZ ORDER  -  THIRD
 ET0932
 ET0932.The horizontal coordinates were established by classical geodetic methods
 ET0932.and adjusted by the National Geodetic Survey in August 1993.
 ET0932
 ET0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0932
 ET0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0932
 ET0932.The geoid height was determined by GEOID03.
 ET0932
 ET0932;                    North         East     Units Scale Factor Converg.
 ET0932;SPC AZ C     -   349,346.229   191,980.489   MT  0.99990563   -0 07 48.6
 ET0932;SPC AZ C     - 1,146,149.05    629,857.25   iFT  0.99990563   -0 07 48.6
 ET0932;UTM  12      - 3,779,414.835   394,121.467   MT  0.99973819   -0 38 41.3
 ET0932
 ET0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0932!SPC AZ C     -   0.99986534  x   0.99990563  =   0.99977098
 ET0932!UTM  12      -   0.99986534  x   0.99973819  =   0.99960356
 ET0932
 ET0932|---------------------------------------------------------------------|
 ET0932| PID    Reference Object                     Distance      Geod. Az  |
 ET0932|                                                           dddmmss.s |
 ET0932| CH2173 A 2 RM 1                              9.393 METERS 10557     |
 ET0932| CH2174 A 2 RM 2                              8.946 METERS 16759     |
 ET0932| ET0254 BUM                                 APPROX. 1.3 KM 3513720.9 |
 ET0932|---------------------------------------------------------------------|
 ET0932
 ET0932                          SUPERSEDED SURVEY CONTROL
 ET0932
 ET0932  NAD 83(1986)-  34 09 01.00712(N)    112 08 54.66150(W) AD(       ) 3
 ET0932  NAD 27      -  34 09 00.88630(N)    112 08 52.08550(W) AD(       ) 3
 ET0932  NGVD 29 (07/19/86)  885.0    (m)         2904.     (f) VERT ANG    3  
 ET0932
 ET0932.Superseded values are not recommended for survey control.
 ET0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0932.See file dsdata.txt to determine how the superseded data were derived.
 ET0932
 ET0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9412179415(NAD 83)
 ET0932_MARKER: DS = TRIANGULATION STATION DISK
 ET0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0932+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 ET0932
 ET0932  HISTORY     - Date     Condition        Report By
 ET0932  HISTORY     - 1959     MONUMENTED       CGS
 ET0932  HISTORY     - 1966     GOOD             CGS
 ET0932  HISTORY     - 20081013 GOOD             GEOCAC
 ET0932
 ET0932                          STATION DESCRIPTION
 ET0932
 ET0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0932'THE STATION IS LOCATED ON THE EAST SIDE OF ARIZONA STATE
 ET0932'HIGHWAY 69 AT THE TOP OF A SMALL RIDGE THROUGH WHICH THE
 ET0932'HIGHWAY IS CUT, ABOUT 6 MILES NORTH OF BLACK CANYON AND THE
 ET0932'BRIDGE OVER THE AGUA FRIA RIVER.
 ET0932'
 ET0932'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON,
 ET0932'GO NORTHERLY ON ARIZONA STATE HIGHWAY 69 FOR 6.7 MILES TO
 ET0932'THE NORTH END OF A HIGHWAY CUT AND END OF TRUCK TRAVEL.
 ET0932'PACK SOUTHERLY ALONG THE RIGHT-OF-WAY FENCE FOR 200 FEET
 ET0932'TO THE STATION.
 ET0932'
 ET0932'THE STATION MARK IS A STANDARD DISK STAMPED A2 1959, SET
 ET0932'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.
 ET0932'IT IS 100 FEET EAST OF STATE HIGHWAY 69, 14 FEET EAST OF
 ET0932'A BARBED WIRE FENCE AND 3.7 FEET WEST OF A WITNESS POST.
 ET0932'
 ET0932'R.M. 1 IS A STANDARD DISK STAMPED A2 NO 1 1959, SET IN THE
 ET0932'TOP OF A CONCRETE CYLINDER THAT PROJECTS 5 INCHES.  IT IS
 ET0932'45 FEET EAST OF THE WIRE FENCE AND 27.4 FEET EAST OF THE
 ET0932'WITNESS POST.
 ET0932'
 ET0932'R.M. 2 IS A STANDARD DISK STAMPED A2 NO 2 1959, SET IN THE
 ET0932'TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES.  IT IS 32
 ET0932'FEET EAST OF THE FENCE AND 28.2 FEET SOUTH OF THE WITNESS
 ET0932'POST.
 ET0932'
 ET0932'TRIANGULATION STATION BUM CAN BE USED AS AN AZIMUTH MARK.
 ET0932'(SEE DESCRIPTION THEREOF.)
 ET0932
 ET0932                          STATION RECOVERY (1966)
 ET0932
 ET0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 ET0932'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ET0932'FOUND IN GOOD CONDITION.
 ET0932'
 ET0932'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 ET0932'ADEQUATE.
 ET0932
 ET0932                          STATION RECOVERY (2008)
 ET0932
 ET0932'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0932'RECOVERED STATION A 2 ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
 ET0932'STATION IS NOW IN
 ET0932'BETWEEN NORTHBOUND AND SOUTHBOUND LANES OF I-17, CLOSER TO THE
 ET0932'SOUTHBOUND LANE AND NE OF
 ET0932'THE START OF THE SOUTHBOUND EXIT RAMP FOR BUMBLE BEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1491 ***********************************************************************
 GR1491  DESIGNATION -  A 2
 GR1491  PID         -  GR1491
 GR1491  STATE/COUNTY-  AZ/MOHAVE
 GR1491  USGS QUAD   -  HOOVER DAM (1997)
 GR1491
 GR1491                         *CURRENT SURVEY CONTROL
 GR1491  ___________________________________________________________________
 GR1491* NAD 83(1992)-  36 03 29.96901(N)    114 43 26.67307(W)     ADJUSTED  
 GR1491* NAVD 88     -       390.7    (meters)    1282.     (feet)  VERTCON   
 GR1491  ___________________________________________________________________
 GR1491  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 GR1491  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GR1491  HORZ ORDER  -  THIRD
 GR1491
 GR1491.The horizontal coordinates were established by classical geodetic methods
 GR1491.and adjusted by the National Geodetic Survey in August 1993.
 GR1491
 GR1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1491
 GR1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1491
 GR1491.The geoid height was determined by GEOID03.
 GR1491
 GR1491;                    North         East     Units Scale Factor Converg.
 GR1491;SPC AZ W     -   561,441.738   125,602.985   MT  1.00002819   -0 34 24.2
 GR1491;SPC AZ W     - 1,842,000.45    412,083.28   iFT  1.00002819   -0 34 24.2
 GR1491;SPC NV E     - 8,145,483.184   277,409.893   MT  0.99997381   +0 30 20.8
 GR1491;SPC NV E     -26,723,972.75    910,135.62   sFT  0.99997381   +0 30 20.8
 GR1491;UTM  11      - 3,992,814.701   704,989.184   MT  1.00011779   +1 20 24.3
 GR1491
 GR1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1491!SPC AZ W     -   0.99994310  x   1.00002819  =   0.99997129
 GR1491!SPC NV E     -   0.99994310  x   0.99997381  =   0.99991691
 GR1491!UTM  11      -   0.99994310  x   1.00011779  =   1.00006088
 GR1491
 GR1491:                Primary Azimuth Mark                     Grid Az
 GR1491:SPC AZ W     -  N 1 A                                    198 49 33.5
 GR1491:SPC NV E     -  N 1 A                                    197 44 48.5
 GR1491:UTM  11      -  N 1 A                                    196 54 45.0
 GR1491
 GR1491|---------------------------------------------------------------------|
 GR1491| PID    Reference Object                     Distance      Geod. Az  |
 GR1491|                                                           dddmmss.s |
 GR1491| GR1664 N 1 A                               APPROX. 2.9 KM 1981509.3 |
 GR1491|---------------------------------------------------------------------|
 GR1491
 GR1491                          SUPERSEDED SURVEY CONTROL
 GR1491
 GR1491  NAD 83(1986)-  36 03 29.95631(N)    114 43 26.66129(W) AD(       ) 3
 GR1491  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG    3  
 GR1491
 GR1491.Superseded values are not recommended for survey control.
 GR1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1491.See file dsdata.txt to determine how the superseded data were derived.
 GR1491
 GR1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0498992815(NAD 83)
 GR1491_MARKER: DS = TRIANGULATION STATION DISK
 GR1491_SETTING: 80 = SET IN A BOULDER
 GR1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1491+STABILITY: SURFACE MOTION
 GR1491
 GR1491  HISTORY     - Date     Condition        Report By
 GR1491  HISTORY     - 1947     MONUMENTED       USGS
 GR1491
 GR1491                          STATION DESCRIPTION
 GR1491
 GR1491'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1491'LOCATED ABOUT 3 MI N. OF HOOVER DAM, ABOUT 1.2 MI E. OF SENTINEL
 GR1491'ISLAND.  ON BROAD RIDGE, ABOUT 150 FT. E. OF HIGH WATER MARK AT
 GR1491'END OF RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.  THERE IS SMALL
 GR1491'ROCK CAIRN ABOUT 10 FT. W. OF STATION.
 GR1491'
 GR1491'TO REACH NOT GIVEN.
 GR1491'
 GR1491'STATION MARK--STANDARD TABLET STAMPED---A2 1947---, CEMENTED IN TOP
 GR1491'OF BOULDER IN PLACE.
 GR1491'
 GR1491'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1515 ***********************************************************************
 GR1515  DESIGNATION -  A 2 A
 GR1515  PID         -  GR1515
 GR1515  STATE/COUNTY-  AZ/MOHAVE
 GR1515  USGS QUAD   -  HOOVER DAM (1997)
 GR1515
 GR1515                         *CURRENT SURVEY CONTROL
 GR1515  ___________________________________________________________________
 GR1515* NAD 83(1992)-  36 02 38.18647(N)    114 43 13.72679(W)     ADJUSTED  
 GR1515* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1515  ___________________________________________________________________
 GR1515  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 GR1515  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GR1515  HORZ ORDER  -  THIRD
 GR1515
 GR1515.The horizontal coordinates were established by classical geodetic methods
 GR1515.and adjusted by the National Geodetic Survey in August 1993.
 GR1515
 GR1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1515
 GR1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1515
 GR1515.The geoid height was determined by GEOID03.
 GR1515
 GR1515;                    North         East     Units Scale Factor Converg.
 GR1515;SPC AZ W     -   559,842.485   125,911.074   MT  1.00002753   -0 34 15.9
 GR1515;SPC AZ W     - 1,836,753.56    413,094.07   iFT  1.00002753   -0 34 15.9
 GR1515;SPC NV E     - 8,143,890.102   277,748.025   MT  0.99997446   +0 30 27.8
 GR1515;SPC NV E     -26,718,746.11    911,244.98   sFT  0.99997446   +0 30 27.8
 GR1515;UTM  11      - 3,991,226.480   705,350.524   MT  1.00011962   +1 20 30.3
 GR1515
 GR1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1515!SPC AZ W     -   0.99994703  x   1.00002753  =   0.99997456
 GR1515!SPC NV E     -   0.99994703  x   0.99997446  =   0.99992149
 GR1515!UTM  11      -   0.99994703  x   1.00011962  =   1.00006664
 GR1515
 GR1515:                Primary Azimuth Mark                     Grid Az
 GR1515:SPC AZ W     -  N 1 A                                    227 48 33.9
 GR1515:SPC NV E     -  N 1 A                                    226 43 50.2
 GR1515:UTM  11      -  N 1 A                                    225 53 47.7
 GR1515
 GR1515|---------------------------------------------------------------------|
 GR1515| PID    Reference Object                     Distance      Geod. Az  |
 GR1515|                                                           dddmmss.s |
 GR1515| GR1664 N 1 A                               APPROX. 1.7 KM 2271418.0 |
 GR1515|---------------------------------------------------------------------|
 GR1515
 GR1515                          SUPERSEDED SURVEY CONTROL
 GR1515
 GR1515  NAD 83(1986)-  36 02 38.17386(N)    114 43 13.71545(W) AD(       ) 3
 GR1515  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1515
 GR1515.Superseded values are not recommended for survey control.
 GR1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1515.See file dsdata.txt to determine how the superseded data were derived.
 GR1515
 GR1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0535191226(NAD 83)
 GR1515_MARKER: DS = TRIANGULATION STATION DISK
 GR1515_SETTING: 80 = SET IN A BOULDER
 GR1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1515+STABILITY: SURFACE MOTION
 GR1515
 GR1515  HISTORY     - Date     Condition        Report By
 GR1515  HISTORY     - 1948     MONUMENTED       USGS
 GR1515
 GR1515                          STATION DESCRIPTION
 GR1515
 GR1515'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1515'LOCATED ABOUT 2.2 MI NE. OF HOOVER DAM.  ABOUT 100 FT. E. OF HIGH
 GR1515'WATER MARK AT END OF SHARP RIDGE WHICH STARTS AT BASE OF
 GR1515'FORTIFICATION HILL AND EXTENDS WESTWARD TO LAKE, ABOUT 10 FT.
 GR1515'ABOVE HIGH WATER MARK.  THERE IS SMALL ROCK CAIRN ABOUT 10 FT. W.
 GR1515'OF STATION.
 GR1515'
 GR1515'TO REACH NOT GIVEN.
 GR1515'
 GR1515'STATION MARK--STANDARD TABLET STAMPED---A2A 1948---, CEMENTED IN
 GR1515'TOP OF BOULDER IN PLACE.
 GR1515'
 GR1515'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1516 ***********************************************************************
 GR1516  DESIGNATION -  A 2 B
 GR1516  PID         -  GR1516
 GR1516  STATE/COUNTY-  AZ/MOHAVE
 GR1516  USGS QUAD   -  HOOVER DAM (1997)
 GR1516
 GR1516                         *CURRENT SURVEY CONTROL
 GR1516  ___________________________________________________________________
 GR1516* NAD 83(1992)-  36 02 16.70708(N)    114 42 34.45333(W)     ADJUSTED  
 GR1516* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1516  ___________________________________________________________________
 GR1516  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 GR1516  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GR1516  HORZ ORDER  -  THIRD
 GR1516
 GR1516.The horizontal coordinates were established by classical geodetic methods
 GR1516.and adjusted by the National Geodetic Survey in August 1993.
 GR1516
 GR1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1516
 GR1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1516
 GR1516.The geoid height was determined by GEOID03.
 GR1516
 GR1516;                    North         East     Units Scale Factor Converg.
 GR1516;SPC AZ W     -   559,170.716   126,887.604   MT  1.00002544   -0 33 52.5
 GR1516;SPC AZ W     - 1,834,549.59    416,297.91   iFT  1.00002544   -0 33 52.5
 GR1516;SPC NV E     - 8,143,236.869   278,736.978   MT  0.99997636   +0 30 50.7
 GR1516;SPC NV E     -26,716,602.96    914,489.57   sFT  0.99997636   +0 30 50.7
 GR1516;UTM  11      - 3,990,587.618   706,349.027   MT  1.00012469   +1 20 52.7
 GR1516
 GR1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1516!SPC AZ W     -   0.99994702  x   1.00002544  =   0.99997246
 GR1516!SPC NV E     -   0.99994702  x   0.99997636  =   0.99992338
 GR1516!UTM  11      -   0.99994702  x   1.00012469  =   1.00007171
 GR1516
 GR1516                          SUPERSEDED SURVEY CONTROL
 GR1516
 GR1516  NAD 83(1986)-  36 02 16.69432(N)    114 42 34.44222(W) AD(       ) 3
 GR1516  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1516
 GR1516.Superseded values are not recommended for survey control.
 GR1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1516.See file dsdata.txt to determine how the superseded data were derived.
 GR1516
 GR1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0634990588(NAD 83)
 GR1516_MARKER: DS = TRIANGULATION STATION DISK
 GR1516_SETTING: 80 = SET IN A BOULDER
 GR1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1516+STABILITY: SURFACE MOTION
 GR1516
 GR1516  HISTORY     - Date     Condition        Report By
 GR1516  HISTORY     - 1948     MONUMENTED       USGS
 GR1516
 GR1516                          STATION DESCRIPTION
 GR1516
 GR1516'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1516'NOT OCCUPIED.
 GR1516'
 GR1516'LOCATED ABOUT 2.3 MI NW. OF HOOVER DAM.  IN DEADMANS GULCH, ABOUT
 GR1516'30 FT. E. OF HIGH WATER MARK AT WEST END OF ORANGE AND BROWN
 GR1516'COLORED RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1516'
 GR1516'STATION MARK--STANDARD TABLET STAMPED---A2B 1948---, CEMENTED IN
 GR1516'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1566 ***********************************************************************
 DU1566  DESIGNATION -  A 20
 DU1566  PID         -  DU1566
 DU1566  STATE/COUNTY-  AZ/GILA
 DU1566  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1566
 DU1566                         *CURRENT SURVEY CONTROL
 DU1566  ___________________________________________________________________
 DU1566* NAD 83(1992)-  33 43 17.93793(N)    111 12 14.31528(W)     ADJUSTED  
 DU1566* NAVD 88     -       690.748  (meters)    2266.23   (feet)  ADJUSTED  
 DU1566  ___________________________________________________________________
 DU1566  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DU1566  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1566  DYNAMIC HT  -         689.870 (meters)    2263.35  (feet)  COMP
 DU1566  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DU1566  OBS GRAVITY -     979,336.8   (mgal)                       GRAV_OBS
 DU1566
 DU1566  HORZ ORDER  -  SECOND
 DU1566  VERT ORDER  -  FIRST     CLASS II
 DU1566
 DU1566.The horizontal coordinates were established by classical geodetic methods
 DU1566.and adjusted by the National Geodetic Survey in August 1993.
 DU1566
 DU1566.The orthometric height was determined by differential leveling
 DU1566.and adjusted in June 1991.
 DU1566.WARNING-Repeat measurements at this control monument indicate possible
 DU1566.vertical movement.
 DU1566
 DU1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1566
 DU1566.The geoid height was determined by GEOID03.
 DU1566
 DU1566.The dynamic height is computed by dividing the NAVD 88
 DU1566.geopotential number by the normal gravity value computed on the
 DU1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1566.degrees latitude (g = 980.6199 gals.).
 DU1566
 DU1566.The modeled gravity was interpolated from observed gravity values.
 DU1566.The observed gravity was obtained from relative gravimeter ties
 DU1566.to the IGSN71 gravity network.
 DU1566
 DU1566;                    North         East     Units Scale Factor Converg.
 DU1566;SPC AZ E     -   302,265.480   117,224.495   MT  1.00001390   -0 34 33.3
 DU1566;SPC AZ E     -   991,684.65    384,594.80   iFT  1.00001390   -0 34 33.3
 DU1566;UTM  12      - 3,731,312.391   481,101.982   MT  0.99960440   -0 06 47.7
 DU1566
 DU1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1566!SPC AZ E     -   0.99989596  x   1.00001390  =   0.99990985
 DU1566!UTM  12      -   0.99989596  x   0.99960440  =   0.99950040
 DU1566
 DU1566|---------------------------------------------------------------------|
 DU1566| PID    Reference Object                     Distance      Geod. Az  |
 DU1566|                                                           dddmmss.s |
 DU1566| DU1630 A 20 RM 1                            11.279 METERS 05945     |
 DU1566| CH6032 P M 1368 2                                         1650617.3 |
 DU1566| CH4347 A 20 AZ MK                                         1672121.5 |
 DU1566| DU1631 A 20 RM 2                            11.977 METERS 33133     |
 DU1566|---------------------------------------------------------------------|
 DU1566
 DU1566                          SUPERSEDED SURVEY CONTROL
 DU1566
 DU1566  NAD 83(1986)-  33 43 17.93378(N)    111 12 14.31658(W) AD(       ) 2
 DU1566  NAD 27      -  33 43 17.76100(N)    111 12 11.86000(W) AD(       ) 2
 DU1566  NGVD 29 (07/19/86)  690.13   (m)         2264.2    (f) LEVELING    3  
 DU1566
 DU1566.Superseded values are not recommended for survey control.
 DU1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1566.See file dsdata.txt to determine how the superseded data were derived.
 DU1566
 DU1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8110231312(NAD 83)
 DU1566_MARKER: DB = BENCH MARK DISK
 DU1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1566+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1566
 DU1566  HISTORY     - Date     Condition        Report By
 DU1566  HISTORY     - 1933     MONUMENTED       CGS
 DU1566  HISTORY     - 1946     GOOD             CGS
 DU1566  HISTORY     - 1977     GOOD             NGS
 DU1566  HISTORY     - 1983     GOOD             NGS
 DU1566  HISTORY     - 20070506 GOOD             GEOCAC
 DU1566
 DU1566                          STATION DESCRIPTION
 DU1566
 DU1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU1566'THIS STATION IS A U.S.C. AND G. SURVEY BENCH MARK LOCATED ABOUT
 DU1566'12.5 MILES SOUTH-SOUTHEAST OF TONTO, ON THE EAST SIDE OF THE
 DU1566'ROOSEVELT-TONTO ROAD.  IT IS NEAR THE SOUTHERN END OF A LEVEL
 DU1566'AREA ABOUT 0.3 MILE BEFORE REACHING SYCAMORE CREEK, 60 FEET EAST
 DU1566'OF CENTER LINE OF MAIN TRAVELED ROAD, 60 FEET NORTHEAST OF THE
 DU1566'INTERSECTION OF MAIN TRAVELED ROAD AND DIM TRACK ROAD, 33 FEET
 DU1566'NORTH OF A DIM TRACK ROAD, SET IN THE TOP OF A 12 X 12 CONCRETE
 DU1566'POST WHICH PROJECTS 8 INCHES AND IS STAMPED--A 20 1933.
 DU1566'
 DU1566'REFERENCE MARK NO. 1 IS APPROXIMATELY 12 INCHES LOWER THAN THE
 DU1566'STATION, SET FLUSH WITH THE GROUND AND STAMPED--BM A 20 NO 1 1946.
 DU1566'
 DU1566'REFERENCE MARK NO. 2 IS APPROXIMATELY 12 INCHES LOWER THAN THE
 DU1566'STATION, SET FLUSH WITH THE GROUND AND STAMPED--BM A 20 NO 2 1946.
 DU1566'
 DU1566'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH-SOUTHEAST OF THE
 DU1566'STATION, IT IS 50 PACES WEST-NORTHWEST OF A BLACK AND WHITE ROAD
 DU1566'CURVE SIGN, 33 PACES NORTH OF THE CENTERLINE OF ROAD, 15 PACES
 DU1566'SOUTH OF THE NORTH BRIM, SET IN TOP OF A CONCRETE POST FLUSH WITH
 DU1566'THE GROUND SURFACE AND IS STAMPED BM A 20 1946.
 DU1566'
 DU1566'TO REACH FROM THE POST OFFICE IN ROOSEVELT.  GO NORTH ON THE TONTO
 DU1566'ROAD FOR 2.1 MILES TO ROOSEVELT DAM AND FORKS.  TAKE RIGHT FORK
 DU1566'(CROSSING DAM) THE PAYSON ROAD AND GO 8.25 MILES TO A DIM TRACK
 DU1566'ROAD RIGHT (E) AT THE TOP OF A HILL WHERE THE ROAD BECOMES
 DU1566'STRAIGHT FOR APPROXIMATELY 0.25 MILE, THERE IS A LARGE BLACK AND
 DU1566'WHITE ROAD CURVE SIGN ON THE RIGHT JUST BEFORE REACHING DIM
 DU1566'TRACK ROAD.  THE STATION IS 20 YARDS NORTHEAST OF THE
 DU1566'INTERSECTION OF THE MAIN TRAVELED ROAD AND THE DIM TRACK ROAD.  A
 DU1566'DRIVE STATION.
 DU1566
 DU1566                          STATION RECOVERY (1977)
 DU1566
 DU1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DU1566'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 DU1566'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND BELIEVED
 DU1566'DESTROYED BY ROAD ALINEMENT.  A NEW AZIMUTH MARK WAS ESTABLISHED
 DU1566'AT THIS TIME.  IT WAS NOTED THAT THE MILAGE BETWEEN THE DAM AND
 DU1566'THE STATION HAS CHANGED DUE TO THE REALINEMENT OF THE ROAD.  A NEW
 DU1566'DESCRIPTION FOLLOWS.
 DU1566'
 DU1566'THE STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED,
 DU1566'A 20 1938.  IT IS SET IN TOP OF A 12X12 INCH CONCRETE MONUMENT
 DU1566'WHICH PROJECTS 1 FOOT.  IT IS 50 FEET SOUTHEAST OF THE MAIN ROAD
 DU1566'AND 5 FEET NORTH OF THE WITNESS POST AND SIGN.
 DU1566'
 DU1566'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BM A 20 1946.  IT IS
 DU1566'SET IN TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DU1566'INCHES.  IT IS 22 FEET WEST OF THE CENTER OF THE SIDE ROAD AND 35
 DU1566'FEET NORTH OF THE WITNESS POST.
 DU1566'
 DU1566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BM A 20 1946.  IT IS
 DU1566'SET IN TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 DU1566'THE GROUND SURFACE.  IT IS 63 FEET NORTH OF THE CENTER OF THE MAIN
 DU1566'ROAD AND 41 FEET WEST OF THE WITNESS POST.
 DU1566'
 DU1566'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 DU1566'P AND M 1368-2 1974.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH
 DU1566'IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 5 FEET SOUTH OF
 DU1566'WITNESS POST IN A SMALL VIEW POINT PARKING AREA WHICH IS ON THE
 DU1566'OUTSIDE OF A SHARP LEFT TURN.
 DU1566'
 DU1566'TO REACH THE STATION FROM ROOSEVELT GO NORTH ALONG THE MAIN
 DU1566'HIGHWAY FOR 2.2 MILES TO ROOSEVELT DAM.  CROSS OVER THE DAM AND GO
 DU1566'NORTH FOR 5.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AT A VIEW
 DU1566'POINT PARKING AREA, CONTINUE AHEAD FOR 1.4 MILES TO A SIDE ROAD
 DU1566'RIGHT AND THE STATION.
 DU1566'
 DU1566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH OF
 DU1566'ROOSEVELT.
 DU1566'
 DU1566'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 DU1566
 DU1566                          STATION RECOVERY (1983)
 DU1566
 DU1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (BWM)
 DU1566'BM A 20 1933, BM A 20 NO 1 1946 AND BM A 20 NO 2 1946 WERE RECOVERED
 DU1566'IN GOOD CONDITION.
 DU1566
 DU1566                          STATION RECOVERY (2007)
 DU1566
 DU1566'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1492 ***********************************************************************
 GR1492  DESIGNATION -  A 20
 GR1492  PID         -  GR1492
 GR1492  STATE/COUNTY-  AZ/MOHAVE
 GR1492  USGS QUAD   -  BOULDER CANYON (1983)
 GR1492
 GR1492                         *CURRENT SURVEY CONTROL
 GR1492  ___________________________________________________________________
 GR1492* NAD 83(1992)-  36 08 56.00343(N)    114 34 23.94890(W)     ADJUSTED  
 GR1492* NAVD 88     -       329.7    (meters)    1082.     (feet)  VERTCON   
 GR1492  ___________________________________________________________________
 GR1492  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 GR1492  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1492  HORZ ORDER  -  THIRD
 GR1492
 GR1492.The horizontal coordinates were established by classical geodetic methods
 GR1492.and adjusted by the National Geodetic Survey in August 1993.
 GR1492
 GR1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1492
 GR1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1492
 GR1492.The geoid height was determined by GEOID03.
 GR1492
 GR1492;                    North         East     Units Scale Factor Converg.
 GR1492;SPC AZ W     -   571,365.168   139,270.456   MT  1.00000094   -0 29 08.5
 GR1492;SPC AZ W     - 1,874,557.64    456,924.07   iFT  1.00000094   -0 29 08.5
 GR1492;SPC NV E     - 8,155,662.271   290,887.472   MT  1.00000175   +0 35 45.0
 GR1492;SPC NV E     -26,757,368.63    954,353.31   sFT  1.00000175   +0 35 45.0
 GR1492;UTM  11      - 4,003,190.883   718,319.143   MT  1.00018732   +1 25 55.3
 GR1492
 GR1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1492!SPC AZ W     -   0.99995263  x   1.00000094  =   0.99995357
 GR1492!SPC NV E     -   0.99995263  x   1.00000175  =   0.99995438
 GR1492!UTM  11      -   0.99995263  x   1.00018732  =   1.00013994
 GR1492
 GR1492:                Primary Azimuth Mark                     Grid Az
 GR1492:SPC AZ W     -  N 26                                     013 29 55.7
 GR1492:SPC NV E     -  N 26                                     012 25 02.2
 GR1492:UTM  11      -  N 26                                     011 34 51.9
 GR1492
 GR1492|---------------------------------------------------------------------|
 GR1492| PID    Reference Object                     Distance      Geod. Az  |
 GR1492|                                                           dddmmss.s |
 GR1492| GR1675 N 26                                APPROX. 0.5 KM 0130047.2 |
 GR1492| GR1676 N 27                                APPROX. 0.6 KM 0421142.7 |
 GR1492| GR1493 A 21                                363.432 METERS 05544     |
 GR1492| GR1487 A 19                                APPROX. 0.5 KM 2303140.8 |
 GR1492|---------------------------------------------------------------------|
 GR1492
 GR1492                          SUPERSEDED SURVEY CONTROL
 GR1492
 GR1492  NAD 83(1986)-  36 08 55.99015(N)    114 34 23.94128(W) AD(       ) 3
 GR1492  NGVD 29 (06/27/88)  329.0    (m)         1079.     (f) VERT ANG    3  
 GR1492
 GR1492.Superseded values are not recommended for survey control.
 GR1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1492.See file dsdata.txt to determine how the superseded data were derived.
 GR1492
 GR1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1831903191(NAD 83)
 GR1492_MARKER: DS = TRIANGULATION STATION DISK
 GR1492_SETTING: 66 = SET IN ROCK OUTCROP
 GR1492_SP_SET: SET IN BEDROCK
 GR1492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1492+STABILITY: POSITION/ELEVATION WELL
 GR1492
 GR1492  HISTORY     - Date     Condition        Report By
 GR1492  HISTORY     - 1948     MONUMENTED       USGS
 GR1492
 GR1492                          STATION DESCRIPTION
 GR1492
 GR1492'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1492'LOCATED ABOUT 0.7 MI NE. OF MOUTH OF WISHING WELL COVE, ABOUT 0.2
 GR1492'MI SW. OF N.P.S. REFLECTOR.  IN BOULDER CANYON, ON LOW, SHARP,
 GR1492'SPUR RIDGE, ABOUT 35 FT. ABOVE HIGH WATER MARK.
 GR1492'
 GR1492'TO REACH NOT GIVEN.
 GR1492'
 GR1492'STATION MARK--STANDARD TABLET STAMPED---A20 1948---, CEMENTED IN
 GR1492'BEDROCK.
 GR1492'
 GR1492'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1630 ***********************************************************************
 DU1630  DESIGNATION -  A 20 RM 1
 DU1630  PID         -  DU1630
 DU1630  STATE/COUNTY-  AZ/GILA
 DU1630  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1630
 DU1630                         *CURRENT SURVEY CONTROL
 DU1630  ___________________________________________________________________
 DU1630* NAD 83(1986)-  33 43 18.     (N)    111 12 13.     (W)     SCALED    
 DU1630* NAVD 88     -       690.124  (meters)    2264.18   (feet)  ADJUSTED  
 DU1630  ___________________________________________________________________
 DU1630  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1630  DYNAMIC HT  -         689.246 (meters)    2261.30  (feet)  COMP
 DU1630  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DU1630
 DU1630  VERT ORDER  -  FIRST     CLASS II
 DU1630
 DU1630.The horizontal coordinates were scaled from a topographic map and have
 DU1630.an estimated accuracy of +/- 6 seconds.
 DU1630
 DU1630.The orthometric height was determined by differential leveling
 DU1630.and adjusted in June 1991.
 DU1630
 DU1630.The geoid height was determined by GEOID03.
 DU1630
 DU1630.The dynamic height is computed by dividing the NAVD 88
 DU1630.geopotential number by the normal gravity value computed on the
 DU1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1630.degrees latitude (g = 980.6199 gals.).
 DU1630
 DU1630.The modeled gravity was interpolated from observed gravity values.
 DU1630
 DU1630;                    North         East    Units  Estimated Accuracy
 DU1630;SPC AZ E     -   302,270.      117,260.      MT  (+/- 180 meters Scaled)
 DU1630
 DU1630                          SUPERSEDED SURVEY CONTROL
 DU1630
 DU1630.No superseded survey control is available for this station.
 DU1630
 DU1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC811313(NAD 83)
 DU1630_MARKER: DR = REFERENCE MARK DISK
 DU1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1630_SP_SET: CONCRETE POST
 DU1630_STAMPING: BM A 20 NO 1 1946
 DU1630_MARK LOGO: CGS   
 DU1630_PROJECTION: FLUSH
 DU1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1630+STABILITY: SURFACE MOTION
 DU1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1630+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1630
 DU1630  HISTORY     - Date     Condition        Report By
 DU1630  HISTORY     - 1946     MONUMENTED       CGS
 DU1630  HISTORY     - 1983     GOOD             NGS
 DU1630  HISTORY     - 20070506 GOOD             GEOCAC
 DU1630
 DU1630                          STATION DESCRIPTION
 DU1630
 DU1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1630'11.3 KM (7.0 MI) NW FROM ROOSEVELT DAM.
 DU1630'11.3 KM (7.0 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1630'ROOSEVELT DAM, IN THE NORTH CORNER OF THE T JUNCTION OF A TRACK ROAD
 DU1630'LEADING NORTHEAST AND 0.25 KM (0.15 MI) SOUTHEAST OF THE T JUNCTION OF
 DU1630'A PAVED ROAD LEADING EAST TO THE CHOLLA BOATING SITE, 0.6 KM (0.4 MI)
 DU1630'SOUTHEAST OF MILEPOST 249, 27.5 METERS (90 FT) NORTHEAST OF THE
 DU1630'HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTHEAST OF THE STATION, 7.0
 DU1630'METERS (23 FT) NORTHWEST OF THE TRACK ROAD CENTER.
 DU1630'THE MARK IS 10.0 METERS  NE FROM A WITNESS POST.
 DU1630'THE MARK IS 0.3 M BELOW THE STATION.
 DU1630
 DU1630                          STATION RECOVERY (2007)
 DU1630
 DU1630'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1631 ***********************************************************************
 DU1631  DESIGNATION -  A 20 RM 2
 DU1631  PID         -  DU1631
 DU1631  STATE/COUNTY-  AZ/GILA
 DU1631  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1631
 DU1631                         *CURRENT SURVEY CONTROL
 DU1631  ___________________________________________________________________
 DU1631* NAD 83(1986)-  33 43 18.     (N)    111 12 13.     (W)     SCALED    
 DU1631* NAVD 88     -       690.322  (meters)    2264.83   (feet)  ADJUSTED  
 DU1631  ___________________________________________________________________
 DU1631  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1631  DYNAMIC HT  -         689.444 (meters)    2261.95  (feet)  COMP
 DU1631  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DU1631
 DU1631  VERT ORDER  -  FIRST     CLASS II
 DU1631
 DU1631.The horizontal coordinates were scaled from a topographic map and have
 DU1631.an estimated accuracy of +/- 6 seconds.
 DU1631
 DU1631.The orthometric height was determined by differential leveling
 DU1631.and adjusted in June 1991.
 DU1631
 DU1631.The geoid height was determined by GEOID03.
 DU1631
 DU1631.The dynamic height is computed by dividing the NAVD 88
 DU1631.geopotential number by the normal gravity value computed on the
 DU1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1631.degrees latitude (g = 980.6199 gals.).
 DU1631
 DU1631.The modeled gravity was interpolated from observed gravity values.
 DU1631
 DU1631;                    North         East    Units  Estimated Accuracy
 DU1631;SPC AZ E     -   302,270.      117,260.      MT  (+/- 180 meters Scaled)
 DU1631
 DU1631                          SUPERSEDED SURVEY CONTROL
 DU1631
 DU1631.No superseded survey control is available for this station.
 DU1631
 DU1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC811313(NAD 83)
 DU1631_MARKER: DR = REFERENCE MARK DISK
 DU1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1631_SP_SET: CONCRETE POST
 DU1631_STAMPING: BM A 20 NO 2 1946
 DU1631_MARK LOGO: CGS   
 DU1631_PROJECTION: FLUSH
 DU1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1631+STABILITY: SURFACE MOTION
 DU1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1631+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1631
 DU1631  HISTORY     - Date     Condition        Report By
 DU1631  HISTORY     - 1946     MONUMENTED       CGS
 DU1631  HISTORY     - 1983     GOOD             NGS
 DU1631  HISTORY     - 20070506 GOOD             GEOCAC
 DU1631
 DU1631                          STATION DESCRIPTION
 DU1631
 DU1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1631'11.3 KM (7.0 MI) NW FROM ROOSEVELT DAM.
 DU1631'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU1631'11.3 KM (7.0 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1631'ROOSEVELT DAM, IN THE NORTH CORNER OF THE T JUNCTION OF A TRACK ROAD
 DU1631'LEADING NORTHEAST, 0.25 KM (0.15 MI) SOUTHEAST OF THE T JUNCTION OF A
 DU1631'PAVED ROAD LEADING EAST TO THE CHOLLA BOATING SITE, 0.6 KM (0.4 MI)
 DU1631'SOUTHEAST OF MILEPOST 249, 18.6 METERS (61 FT) NORTHEAST OF THE
 DU1631'HIGHWAY CENTERLINE, 20.7 METERS (68 FT) NORTHWEST OF THE TRACK ROAD
 DU1631'CENTER, 12.2 METERS (40 FT) NORTHWEST OF THE STATION.
 DU1631'THE MARK IS 12.3 METERS  NW FROM A WITNESS POST.
 DU1631'THE MARK IS 0.3 M BELOW THE STATION.
 DU1631
 DU1631                          STATION RECOVERY (2007)
 DU1631
 DU1631'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0398 ***********************************************************************
 DU0398  DESIGNATION -  A 21
 DU0398  PID         -  DU0398
 DU0398  STATE/COUNTY-  AZ/MARICOPA
 DU0398  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0398
 DU0398                         *CURRENT SURVEY CONTROL
 DU0398  ___________________________________________________________________
 DU0398* NAD 83(1986)-  33 39 30.     (N)    111 10 34.     (W)     SCALED    
 DU0398* NAVD 88     -       600.439  (meters)    1969.94   (feet)  ADJUSTED  
 DU0398  ___________________________________________________________________
 DU0398  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DU0398  DYNAMIC HT  -         599.681 (meters)    1967.45  (feet)  COMP
 DU0398  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 DU0398
 DU0398  VERT ORDER  -  FIRST     CLASS II
 DU0398
 DU0398.The horizontal coordinates were scaled from a topographic map and have
 DU0398.an estimated accuracy of +/- 6 seconds.
 DU0398
 DU0398.The orthometric height was determined by differential leveling
 DU0398.and adjusted in June 1991.
 DU0398
 DU0398.The geoid height was determined by GEOID03.
 DU0398
 DU0398.The dynamic height is computed by dividing the NAVD 88
 DU0398.geopotential number by the normal gravity value computed on the
 DU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0398.degrees latitude (g = 980.6199 gals.).
 DU0398
 DU0398.The modeled gravity was interpolated from observed gravity values.
 DU0398
 DU0398;                    North         East    Units  Estimated Accuracy
 DU0398;SPC AZ C     -   295,010.      282,040.      MT  (+/- 180 meters Scaled)
 DU0398
 DU0398                          SUPERSEDED SURVEY CONTROL
 DU0398
 DU0398  NGVD 29 (??/??/92)  599.847  (m)         1968.00   (f) ADJ UNCH    1 2
 DU0398
 DU0398.Superseded values are not recommended for survey control.
 DU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0398.See file dsdata.txt to determine how the superseded data were derived.
 DU0398
 DU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC836242(NAD 83)
 DU0398_MARKER: DB = BENCH MARK DISK
 DU0398_SETTING: 80 = SET IN A BOULDER
 DU0398_SP_SET: BOULDER
 DU0398_STAMPING: A 21 1933
 DU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0398+STABILITY: SURFACE MOTION
 DU0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0398+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU0398
 DU0398  HISTORY     - Date     Condition        Report By
 DU0398  HISTORY     - 1933     MONUMENTED       CGS
 DU0398  HISTORY     - 1948     GOOD             NGS
 DU0398  HISTORY     - 1980     GOOD             NGS
 DU0398  HISTORY     - 20040403 GOOD             USPSQD
 DU0398  HISTORY     - 20071122 GOOD             GEOCAC
 DU0398
 DU0398                          STATION DESCRIPTION
 DU0398
 DU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0398'4.2 MI SW FROM ROOSEVELT.
 DU0398'IN MARICOPA COUNTY, 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0398'ROOSEVELT, GILA COUNTY, 2 MILES WEST OF ROOSEVELT DAM, ON A POINT
 DU0398'JUTTING OUT TOWARD THE LAKE, 65 FEET NORTHEAST OF THE CENTERLINE OF
 DU0398'THE HIGHWAY, AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD DISK,
 DU0398'STAMPED A 21 1933.
 DU0398
 DU0398                          STATION RECOVERY (1948)
 DU0398
 DU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DU0398'RECOVERED IN GOOD CONDITION.
 DU0398
 DU0398                          STATION RECOVERY (1980)
 DU0398
 DU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0398'2.9 KM (1.8 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0398'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVLET, 0.5 KM (0.3 MI)
 DU0398'SOUTHWEST OF HIGHWAY MILEPOST 240, IN TOP OF A 1.5 X 1.5 METER
 DU0398'(5 X 5 FT) BOULDER PROJECTING 1 METER (3 FT), ON A ROCKY POINT
 DU0398'PROJECTING UP RIVER, 19.8 METERS (65.0 FT) NORTHEAST OF THE CENTERLINE
 DU0398'OF THE HIGHWAY, 15.2 METERS (50.0 FT) NORTHEAST OF THE NORTHWEST END
 DU0398'OF A ROCK RETAINING WALL.
 DU0398'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0398
 DU0398                          STATION RECOVERY (2004)
 DU0398
 DU0398'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0398'RECOVERED AS DESCRIBED
 DU0398
 DU0398                          STATION RECOVERY (2007)
 DU0398
 DU0398'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1493 ***********************************************************************
 GR1493  DESIGNATION -  A 21
 GR1493  PID         -  GR1493
 GR1493  STATE/COUNTY-  AZ/MOHAVE
 GR1493  USGS QUAD   -  BOULDER CANYON (1983)
 GR1493
 GR1493                         *CURRENT SURVEY CONTROL
 GR1493  ___________________________________________________________________
 GR1493* NAD 83(1992)-  36 09 02.64089(N)    114 34 11.93275(W)     ADJUSTED  
 GR1493* NAVD 88     -       310.7    (meters)    1019.     (feet)  VERTCON   
 GR1493  ___________________________________________________________________
 GR1493  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GR1493  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1493  HORZ ORDER  -  THIRD
 GR1493
 GR1493.The horizontal coordinates were established by classical geodetic methods
 GR1493.and adjusted by the National Geodetic Survey in August 1993.
 GR1493
 GR1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1493
 GR1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1493
 GR1493.The geoid height was determined by GEOID03.
 GR1493
 GR1493;                    North         East     Units Scale Factor Converg.
 GR1493;SPC AZ W     -   571,567.204   139,572.556   MT  1.00000039   -0 29 01.5
 GR1493;SPC AZ W     - 1,875,220.49    457,915.21   iFT  1.00000039   -0 29 01.5
 GR1493;SPC NV E     - 8,155,869.974   291,185.705   MT  1.00000242   +0 35 52.2
 GR1493;SPC NV E     -26,758,050.07    955,331.77   sFT  1.00000242   +0 35 52.2
 GR1493;UTM  11      - 4,003,402.956   718,614.368   MT  1.00018891   +1 26 02.6
 GR1493
 GR1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1493!SPC AZ W     -   0.99995561  x   1.00000039  =   0.99995600
 GR1493!SPC NV E     -   0.99995561  x   1.00000242  =   0.99995803
 GR1493!UTM  11      -   0.99995561  x   1.00018891  =   1.00014451
 GR1493
 GR1493|---------------------------------------------------------------------|
 GR1493| PID    Reference Object                     Distance      Geod. Az  |
 GR1493|                                                           dddmmss.s |
 GR1493| GR1676 N 27                                230.094 METERS 02029     |
 GR1493| GR1492 A 20                                363.432 METERS 23545     |
 GR1493| GR1675 N 26                                363.461 METERS 33017     |
 GR1493|---------------------------------------------------------------------|
 GR1493
 GR1493                          SUPERSEDED SURVEY CONTROL
 GR1493
 GR1493  NAD 83(1986)-  36 09 02.62762(N)    114 34 11.92524(W) AD(       ) 3
 GR1493  NGVD 29 (06/27/88)  310.0    (m)         1017.     (f) VERT ANG    3  
 GR1493
 GR1493.Superseded values are not recommended for survey control.
 GR1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1493.See file dsdata.txt to determine how the superseded data were derived.
 GR1493
 GR1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1861403403(NAD 83)
 GR1493_MARKER: DS = TRIANGULATION STATION DISK
 GR1493_SETTING: 66 = SET IN ROCK OUTCROP
 GR1493_SP_SET: SET IN ROCK OUTCROP
 GR1493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1493+STABILITY: POSITION/ELEVATION WELL
 GR1493
 GR1493  HISTORY     - Date     Condition        Report By
 GR1493  HISTORY     - 1948     MONUMENTED       USGS
 GR1493
 GR1493                          STATION DESCRIPTION
 GR1493
 GR1493'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1493'LOCATED ABOUT 0.9 MI NE. OF MOUTH OF WISHING WELL COVE.  IN
 GR1493'BOULDER CANYON, ABOUT 3 FT. SW. OF N.P.S. REFLECTOR, ON SMALL,
 GR1493'ROCKY POINT, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1493'
 GR1493'TO REACH NOT GIVEN.
 GR1493'
 GR1493'STATION MARK--STANDARD TABLET STAMPED---A21 1948---, CEMENTED IN
 GR1493'ROCK OUTCROP.
 GR1493'
 GR1493'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0575 ***********************************************************************
 DU0575  DESIGNATION -  A 22
 DU0575  PID         -  DU0575
 DU0575  STATE/COUNTY-  AZ/PINAL
 DU0575  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0575
 DU0575                         *CURRENT SURVEY CONTROL
 DU0575  ___________________________________________________________________
 DU0575* NAD 83(1986)-  33 24 53.     (N)    111 32 58.     (W)     SCALED    
 DU0575* NAVD 88     -       524.59   (+/-2cm)    1721.1    (feet)  VERTCON   
 DU0575  ___________________________________________________________________
 DU0575  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0575  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0575
 DU0575.The horizontal coordinates were scaled from a topographic map and have
 DU0575.an estimated accuracy of +/- 6 seconds.
 DU0575
 DU0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0575.The vertical order pertains to the NGVD 29 superseded value.
 DU0575
 DU0575.The geoid height was determined by GEOID03.
 DU0575
 DU0575;                    North         East    Units  Estimated Accuracy
 DU0575;SPC AZ C     -   267,800.      247,510.      MT  (+/- 180 meters Scaled)
 DU0575
 DU0575                          SUPERSEDED SURVEY CONTROL
 DU0575
 DU0575  NGVD 29 (??/??/92)  524.022  (m)         1719.23   (f) ADJ UNCH    1 2
 DU0575
 DU0575.Superseded values are not recommended for survey control.
 DU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0575.See file dsdata.txt to determine how the superseded data were derived.
 DU0575
 DU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB489974(NAD 83)
 DU0575_MARKER: DB = BENCH MARK DISK
 DU0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0575_STAMPING: 1719.176 A 22 1933
 DU0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0575+STABILITY: SURFACE MOTION
 DU0575
 DU0575  HISTORY     - Date     Condition        Report By
 DU0575  HISTORY     - 1933     MONUMENTED       CGS
 DU0575  HISTORY     - 1948     GOOD             NGS
 DU0575  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0575  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0575
 DU0575                          STATION DESCRIPTION
 DU0575
 DU0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0575'IN APACHE JUNCTION.
 DU0575'AT APACHE JUNCTION, PINAL COUNTY, ON STATE HIGHWAY 88, AT A THREE-WAY
 DU0575'HIGHWAY INTERSECTION, SOUTHEAST ON AN APACHE TRAIL MONUMENT, AND IN
 DU0575'THE CENTER OF THE TRIANGLE FORMED AT THE INTERSECTION, SET IN THE TOP
 DU0575'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DU0575
 DU0575                          STATION RECOVERY (1999)
 DU0575
 DU0575'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0575'MARK NOT FOUND.
 DU0575
 DU0575                          STATION RECOVERY (2006)
 DU0575
 DU0575'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0575'MARK NOT RECOVERED. POSSIBLY BURIED UNDER THE NEW MONUMENT, BUT MOST
 DU0575'LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1494 ***********************************************************************
 GR1494  DESIGNATION -  A 22
 GR1494  PID         -  GR1494
 GR1494  STATE/COUNTY-  AZ/MOHAVE
 GR1494  USGS QUAD   -  BOULDER CANYON (1983)
 GR1494
 GR1494                         *CURRENT SURVEY CONTROL
 GR1494  ___________________________________________________________________
 GR1494* NAD 83(1992)-  36 08 41.64558(N)    114 33 48.81904(W)     ADJUSTED  
 GR1494* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1494  ___________________________________________________________________
 GR1494  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GR1494  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1494  HORZ ORDER  -  THIRD
 GR1494
 GR1494.The horizontal coordinates were established by classical geodetic methods
 GR1494.and adjusted by the National Geodetic Survey in August 1993.
 GR1494
 GR1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1494
 GR1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1494
 GR1494.The geoid height was determined by GEOID03.
 GR1494
 GR1494;                    North         East     Units Scale Factor Converg.
 GR1494;SPC AZ W     -   570,915.236   140,144.905   MT  0.99999936   -0 28 47.6
 GR1494;SPC AZ W     - 1,873,081.48    459,793.00   iFT  0.99999936   -0 28 47.6
 GR1494;SPC NV E     - 8,155,228.923   291,770.260   MT  1.00000374   +0 36 05.5
 GR1494;SPC NV E     -26,755,946.89    957,249.59   sFT  1.00000374   +0 36 05.5
 GR1494;UTM  11      - 4,002,770.385   719,208.327   MT  1.00019211   +1 26 15.6
 GR1494
 GR1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1494!SPC AZ W     -   0.99995075  x   0.99999936  =   0.99995011
 GR1494!SPC NV E     -   0.99995075  x   1.00000374  =   0.99995449
 GR1494!UTM  11      -   0.99995075  x   1.00019211  =   1.00014285
 GR1494
 GR1494:                Primary Azimuth Mark                     Grid Az
 GR1494:SPC AZ W     -  A 19                                     274 56 38.8
 GR1494:SPC NV E     -  A 19                                     273 51 45.7
 GR1494:UTM  11      -  A 19                                     273 01 35.6
 GR1494
 GR1494|---------------------------------------------------------------------|
 GR1494| PID    Reference Object                     Distance      Geod. Az  |
 GR1494|                                                           dddmmss.s |
 GR1494| GR1487 A 19                                APPROX. 1.3 KM 2742751.2 |
 GR1494|---------------------------------------------------------------------|
 GR1494
 GR1494                          SUPERSEDED SURVEY CONTROL
 GR1494
 GR1494  NAD 83(1986)-  36 08 41.63246(N)    114 33 48.81132(W) AD(       ) 3
 GR1494  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG    3  
 GR1494
 GR1494.Superseded values are not recommended for survey control.
 GR1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1494.See file dsdata.txt to determine how the superseded data were derived.
 GR1494
 GR1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1920802770(NAD 83)
 GR1494_MARKER: DS = TRIANGULATION STATION DISK
 GR1494_SETTING: 80 = SET IN A BOULDER
 GR1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1494+STABILITY: SURFACE MOTION
 GR1494
 GR1494  HISTORY     - Date     Condition        Report By
 GR1494  HISTORY     - 1948     MONUMENTED       USGS
 GR1494
 GR1494                          STATION DESCRIPTION
 GR1494
 GR1494'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1494'LOCATED ABOUT 1.5 MI S. OF BOULDER CANYON, ABOUT 1.1 MI NE. OF
 GR1494'MOUTH OF WISHING WELL COVE.  ON MAIN RIDGE OF BLACK MTNS., AT
 GR1494'POINT WHERE RIDGE BEGINS TO DROP OFF TOWARD BOULDER CANYON, ABOUT
 GR1494'1800 FT. ABOVE HIGH WATER MARK, ABOUT 4 FT. S. OF 4-FT. HIGH ROCK
 GR1494'CAIRN.  A 2-1/2 HOUR PACK.
 GR1494'
 GR1494'TO REACH NOT GIVEN.
 GR1494'
 GR1494'STATION MARK--STANDARD TABLET STAMPED---A22 1948---, CEMENTED IN
 GR1494'TOP OF BOULDER IN PLACE.
 GR1494'
 GR1494'RMS--NONE SET.
 GR1494'
 GR1494'NOTE--FAIRCHILD STATION DESIGNATED AS MONUMENT SOUTH OF BOULDER,
 GR1494'4.10 FT. NNE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1495 ***********************************************************************
 GR1495  DESIGNATION -  A 22 A
 GR1495  PID         -  GR1495
 GR1495  STATE/COUNTY-  AZ/MOHAVE
 GR1495  USGS QUAD   -  BOULDER CANYON (1983)
 GR1495
 GR1495                         *CURRENT SURVEY CONTROL
 GR1495  ___________________________________________________________________
 GR1495* NAD 83(1992)-  36 08 56.35282(N)    114 32 57.06145(W)     ADJUSTED  
 GR1495* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 GR1495  ___________________________________________________________________
 GR1495  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GR1495  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1495  HORZ ORDER  -  THIRD
 GR1495
 GR1495.The horizontal coordinates were established by classical geodetic methods
 GR1495.and adjusted by the National Geodetic Survey in August 1993.
 GR1495
 GR1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1495
 GR1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1495
 GR1495.The geoid height was determined by GEOID03.
 GR1495
 GR1495;                    North         East     Units Scale Factor Converg.
 GR1495;SPC AZ W     -   571,357.795   141,442.506   MT  0.99999704   -0 28 17.2
 GR1495;SPC AZ W     - 1,874,533.45    464,050.22   iFT  0.99999704   -0 28 17.2
 GR1495;SPC NV E     - 8,155,695.897   293,059.286   MT  1.00000667   +0 36 36.3
 GR1495;SPC NV E     -26,757,478.96    961,478.67   sFT  1.00000667   +0 36 36.3
 GR1495;UTM  11      - 4,003,256.213   720,490.645   MT  1.00019906   +1 26 46.6
 GR1495
 GR1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1495!SPC AZ W     -   0.99995844  x   0.99999704  =   0.99995548
 GR1495!SPC NV E     -   0.99995844  x   1.00000667  =   0.99996511
 GR1495!UTM  11      -   0.99995844  x   1.00019906  =   1.00015749
 GR1495
 GR1495:                Primary Azimuth Mark                     Grid Az
 GR1495:SPC AZ W     -  N 27 A                                   019 48 11.4
 GR1495:SPC NV E     -  N 27 A                                   018 43 17.9
 GR1495:UTM  11      -  N 27 A                                   017 53 07.6
 GR1495
 GR1495|---------------------------------------------------------------------|
 GR1495| PID    Reference Object                     Distance      Geod. Az  |
 GR1495|                                                           dddmmss.s |
 GR1495| GR1677 N 27 A                              APPROX. 0.7 KM 0191954.2 |
 GR1495|---------------------------------------------------------------------|
 GR1495
 GR1495                          SUPERSEDED SURVEY CONTROL
 GR1495
 GR1495  NAD 83(1986)-  36 08 56.33984(N)    114 32 57.05367(W) AD(       ) 3
 GR1495  NGVD 29 (06/27/88)  292.0    (m)          958.     (f) VERT ANG    3  
 GR1495
 GR1495.Superseded values are not recommended for survey control.
 GR1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1495.See file dsdata.txt to determine how the superseded data were derived.
 GR1495
 GR1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2049103256(NAD 83)
 GR1495_MARKER: DS = TRIANGULATION STATION DISK
 GR1495_SETTING: 66 = SET IN ROCK OUTCROP
 GR1495_SP_SET: SET IN BEDROCK
 GR1495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1495+STABILITY: POSITION/ELEVATION WELL
 GR1495
 GR1495  HISTORY     - Date     Condition        Report By
 GR1495  HISTORY     - 1948     MONUMENTED       USGS
 GR1495
 GR1495                          STATION DESCRIPTION
 GR1495
 GR1495'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1495'LOCATED ABOUT 0.3 MI SE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1495'BOULDER CANYON.  ON SHARP POINT, ABOUT 10 FT. BELOW HIGH WATER
 GR1495'MARK.
 GR1495'
 GR1495'TO REACH NOT GIVEN.
 GR1495'
 GR1495'STATION MARK--STANDARD TABLET STAMPED---A22A 1948---, CEMENTED IN
 GR1495'BEDROCK.
 GR1495'
 GR1495'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0354 ***********************************************************************
 DV0354  DESIGNATION -  A 23
 DV0354  PID         -  DV0354
 DV0354  STATE/COUNTY-  AZ/PINAL
 DV0354  USGS QUAD   -  PIMA BUTTE (1967)
 DV0354
 DV0354                         *CURRENT SURVEY CONTROL
 DV0354  ___________________________________________________________________
 DV0354* NAD 83(1986)-  33 08 18.     (N)    112 00 36.     (W)     SCALED    
 DV0354* NAVD 88     -       348.50   (+/-2cm)    1143.4    (feet)  VERTCON   
 DV0354  ___________________________________________________________________
 DV0354  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0354
 DV0354.The horizontal coordinates were scaled from a topographic map and have
 DV0354.an estimated accuracy of +/- 6 seconds.
 DV0354
 DV0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0354.The vertical order pertains to the NGVD 29 superseded value.
 DV0354
 DV0354.The geoid height was determined by GEOID03.
 DV0354
 DV0354;                    North         East    Units  Estimated Accuracy
 DV0354;SPC AZ C     -   237,100.      204,650.      MT  (+/- 180 meters Scaled)
 DV0354
 DV0354                          SUPERSEDED SURVEY CONTROL
 DV0354
 DV0354  NGVD 29 (??/??/92)  347.991  (m)         1141.70   (f) ADJ UNCH    2 0
 DV0354
 DV0354.Superseded values are not recommended for survey control.
 DV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0354.See file dsdata.txt to determine how the superseded data were derived.
 DV0354
 DV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB057670(NAD 83)
 DV0354_MARKER: DB = BENCH MARK DISK
 DV0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0354_STAMPING: A 23 1933
 DV0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0354+STABILITY: SURFACE MOTION
 DV0354
 DV0354  HISTORY     - Date     Condition        Report By
 DV0354  HISTORY     - 1933     MONUMENTED       CGS
 DV0354  HISTORY     - 1948     GOOD             NGS
 DV0354  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0354
 DV0354                          STATION DESCRIPTION
 DV0354
 DV0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0354'6.1 MI N FROM MARICOPA.
 DV0354'6.1 MILES NORTH ALONG THE OLD SOUTHERN PACIFIC CO. RAILROAD BED FROM
 DV0354'THE POST OFFICE AT MARICOPA, 115 FEET SOUTHWEST OF MILE POST 935, 52
 DV0354'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.5 FEET SOUTH OF THE
 DV0354'CENTER LINE OF A DIM TRACK ROAD LEADING EAST, ABOUT LEVEL WITH THE
 DV0354'ROAD AND 2.3 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 DV0354'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 DV0354
 DV0354                          STATION RECOVERY (2007)
 DV0354
 DV0354'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0354'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DV0354'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1496 ***********************************************************************
 GR1496  DESIGNATION -  A 23
 GR1496  PID         -  GR1496
 GR1496  STATE/COUNTY-  AZ/MOHAVE
 GR1496  USGS QUAD   -  BOULDER CANYON (1983)
 GR1496
 GR1496                         *CURRENT SURVEY CONTROL
 GR1496  ___________________________________________________________________
 GR1496* NAD 83(1992)-  36 08 29.63947(N)    114 31 53.56944(W)     ADJUSTED  
 GR1496* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 GR1496  ___________________________________________________________________
 GR1496  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GR1496  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1496  HORZ ORDER  -  THIRD
 GR1496
 GR1496.The horizontal coordinates were established by classical geodetic methods
 GR1496.and adjusted by the National Geodetic Survey in August 1993.
 GR1496
 GR1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1496
 GR1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1496
 GR1496.The geoid height was determined by GEOID03.
 GR1496
 GR1496;                    North         East     Units Scale Factor Converg.
 GR1496;SPC AZ W     -   570,521.533   143,023.012   MT  0.99999427   -0 27 39.5
 GR1496;SPC AZ W     - 1,871,789.81    469,235.60   iFT  0.99999427   -0 27 39.5
 GR1496;SPC NV E     - 8,154,889.603   294,655.314   MT  1.00001036   +0 37 13.3
 GR1496;SPC NV E     -26,754,833.64    966,714.98   sFT  1.00001036   +0 37 13.3
 GR1496;UTM  11      - 4,002,473.144   722,098.583   MT  1.00020783   +1 27 23.2
 GR1496
 GR1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1496!SPC AZ W     -   0.99995844  x   0.99999427  =   0.99995271
 GR1496!SPC NV E     -   0.99995844  x   1.00001036  =   0.99996880
 GR1496!UTM  11      -   0.99995844  x   1.00020783  =   1.00016627
 GR1496
 GR1496:                Primary Azimuth Mark                     Grid Az
 GR1496:SPC AZ W     -  BLACK                                    239 23 18.7
 GR1496:SPC NV E     -  BLACK                                    238 18 25.9
 GR1496:UTM  11      -  BLACK                                    237 28 16.0
 GR1496
 GR1496|---------------------------------------------------------------------|
 GR1496| PID    Reference Object                     Distance      Geod. Az  |
 GR1496|                                                           dddmmss.s |
 GR1496| GR1588 BLACK                               APPROX. 3.3 KM 2385539.2 |
 GR1496|---------------------------------------------------------------------|
 GR1496
 GR1496                          SUPERSEDED SURVEY CONTROL
 GR1496
 GR1496  NAD 83(1986)-  36 08 29.62670(N)    114 31 53.56152(W) AD(       ) 3
 GR1496  NGVD 29 (06/27/88)  292.0    (m)          958.     (f) VERT ANG    3  
 GR1496
 GR1496.Superseded values are not recommended for survey control.
 GR1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1496.See file dsdata.txt to determine how the superseded data were derived.
 GR1496
 GR1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2209902473(NAD 83)
 GR1496_MARKER: DS = TRIANGULATION STATION DISK
 GR1496_SETTING: 80 = SET IN A BOULDER
 GR1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1496+STABILITY: SURFACE MOTION
 GR1496
 GR1496  HISTORY     - Date     Condition        Report By
 GR1496  HISTORY     - 1948     MONUMENTED       USGS
 GR1496
 GR1496                          STATION DESCRIPTION
 GR1496
 GR1496'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1496'LOCATED ABOUT 1.3 MI SE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1496'BOULDER CANYON.  ON TOP OF PROMINENT, REDDISH-COLORED, LOW RIDGE,
 GR1496'ABOUT 80 FT. SE. OF NORTHWEST END OF RIDGE, ABOUT 15 FT. ABOVE
 GR1496'HIGH WATER MARK.
 GR1496'
 GR1496'TO REACH NOT GIVEN.
 GR1496'
 GR1496'STATION MARK--STANDARD TABLET STAMPED---A23 1948---, CEMENTED IN
 GR1496'TOP OF ROCK SET IN PLACE.
 GR1496'
 GR1496'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0268 ***********************************************************************
 DV0268  DESIGNATION -  A 24
 DV0268  PID         -  DV0268
 DV0268  STATE/COUNTY-  AZ/MARICOPA
 DV0268  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0268
 DV0268                         *CURRENT SURVEY CONTROL
 DV0268  ___________________________________________________________________
 DV0268* NAD 83(1992)-  33 43 07.59479(N)    112 27 07.91232(W)     ADJUSTED  
 DV0268* NAVD 88     -       441.534  (meters)    1448.60   (feet)  POSTED    
 DV0268  ___________________________________________________________________
 DV0268  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DV0268  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0268  DYNAMIC HT  -         441.020 (meters)    1446.91  (feet)  COMP
 DV0268  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 DV0268
 DV0268  HORZ ORDER  -  SECOND
 DV0268  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0268
 DV0268.The horizontal coordinates were established by classical geodetic methods
 DV0268.and adjusted by the National Geodetic Survey in August 1993.
 DV0268
 DV0268.The orthometric height was determined by differential leveling
 DV0268.and adjusted in November 2005.
 DV0268.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0268.was located on a no-check spur therefore a value was not computed.
 DV0268.No vertical observational check was made to the station.
 DV0268
 DV0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0268
 DV0268.The geoid height was determined by GEOID03.
 DV0268
 DV0268.The dynamic height is computed by dividing the NAVD 88
 DV0268.geopotential number by the normal gravity value computed on the
 DV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0268.degrees latitude (g = 980.6199 gals.).
 DV0268
 DV0268.The modeled gravity was interpolated from observed gravity values.
 DV0268
 DV0268;                    North         East     Units Scale Factor Converg.
 DV0268;SPC AZ C     -   301,592.445   163,727.306   MT  0.99993036   -0 17 50.2
 DV0268;SPC AZ C     -   989,476.53    537,163.08   iFT  0.99993036   -0 17 50.2
 DV0268;UTM  12      - 3,731,921.858   365,446.783   MT  0.99982319   -0 48 22.5
 DV0268
 DV0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0268!SPC AZ C     -   0.99993538  x   0.99993036  =   0.99986575
 DV0268!UTM  12      -   0.99993538  x   0.99982319  =   0.99975858
 DV0268
 DV0268                          SUPERSEDED SURVEY CONTROL
 DV0268
 DV0268  NAD 83(1986)-  33 43 07.58809(N)    112 27 07.92110(W) AD(       ) 2
 DV0268  NAD 27      -  33 43 07.46000(N)    112 27 05.32700(W) AD(       ) 2
 DV0268  NGVD 29 (??/??/92)  441.055  (m)         1447.03   (f) ADJ UNCH    2 0
 DV0268
 DV0268.Superseded values are not recommended for survey control.
 DV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0268.See file dsdata.txt to determine how the superseded data were derived.
 DV0268
 DV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6544731922(NAD 83)
 DV0268_MARKER: DB = BENCH MARK DISK
 DV0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0268_STAMPING: A 24 1933
 DV0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0268+STABILITY: SURFACE MOTION
 DV0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0268+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV0268
 DV0268  HISTORY     - Date     Condition        Report By
 DV0268  HISTORY     - 1933     MONUMENTED       CGS
 DV0268  HISTORY     - 1947     GOOD             CGS
 DV0268  HISTORY     - 1956     GOOD             NGS
 DV0268  HISTORY     - 1989     GOOD             USPSQD
 DV0268  HISTORY     - 19990107 GOOD             USPSQD
 DV0268  HISTORY     - 20000109 GOOD             USPSQD
 DV0268  HISTORY     - 20020930 GOOD             MCDOT
 DV0268  HISTORY     - 20070428 GOOD             GEOCAC
 DV0268
 DV0268                          STATION DESCRIPTION
 DV0268
 DV0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0268'5.3 MI NW FROM BEARDSLEY.
 DV0268'CONCRETE POST, 2.0 MILES NORTHWEST OF MOUNTAIN VIEW, BETWEEN A. T. AND
 DV0268'S. F. RY. AND HIGHWAY, 200 FEET WEST OF MILEPOST 164, 180 FEET EAST OF
 DV0268'HIGHWAY CULVERT, 60 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0268
 DV0268                          STATION RECOVERY (1947)
 DV0268
 DV0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 DV0268'LOCATED BETWEEN U.S. HIGHWAYS 60, 70, 89 AND THE SANTA FE
 DV0268'RAILROAD.  5.55 MILES NORTHWEST OF BEARDSLEY AND 6 MILES
 DV0268'SOUTHEAST OF WITTMANN.
 DV0268'
 DV0268'BENCH MARK A24 IS A STANDARD USC AND GS DISK SET IN A CONCRETE
 DV0268'POST PROJECTING 1 FOOT.  IT IS 4 FEET EAST OF A WITNESS POST,
 DV0268'250 FEET WEST OF MILE POST 164, 60 FEET SOUTHEAST OF THE
 DV0268'CENTER LINE OF THE RAILROAD AND 180 FEET EAST OF A HIGHWAY
 DV0268'CULVERT.  IT IS STAMPED A24 1933.
 DV0268
 DV0268                          STATION RECOVERY (1956)
 DV0268
 DV0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (1989)
 DV0268
 DV0268'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (1999)
 DV0268
 DV0268'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (2000)
 DV0268
 DV0268'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (2002)
 DV0268
 DV0268'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0268'RECOVERED IN GOOD CONDITION.
 DV0268
 DV0268                          STATION RECOVERY (2007)
 DV0268
 DV0268'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1497 ***********************************************************************
 GR1497  DESIGNATION -  A 24
 GR1497  PID         -  GR1497
 GR1497  STATE/COUNTY-  AZ/MOHAVE
 GR1497  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR1497
 GR1497                         *CURRENT SURVEY CONTROL
 GR1497  ___________________________________________________________________
 GR1497* NAD 83(1992)-  36 06 55.06933(N)    114 31 07.69911(W)     ADJUSTED  
 GR1497* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1497  ___________________________________________________________________
 GR1497  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GR1497  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR1497  HORZ ORDER  -  THIRD
 GR1497
 GR1497.The horizontal coordinates were established by classical geodetic methods
 GR1497.and adjusted by the National Geodetic Survey in August 1993.
 GR1497
 GR1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1497
 GR1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1497
 GR1497.The geoid height was determined by GEOID03.
 GR1497
 GR1497;                    North         East     Units Scale Factor Converg.
 GR1497;SPC AZ W     -   567,597.598   144,146.694   MT  0.99999234   -0 27 11.4
 GR1497;SPC AZ W     - 1,862,196.84    472,922.22   iFT  0.99999234   -0 27 11.4
 GR1497;SPC NV E     - 8,151,987.334   295,833.980   MT  1.00001313   +0 37 39.0
 GR1497;SPC NV E     -26,745,311.78    970,581.98   sFT  1.00001313   +0 37 39.0
 GR1497;UTM  11      - 3,999,587.801   723,319.703   MT  1.00021454   +1 27 47.0
 GR1497
 GR1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1497!SPC AZ W     -   0.99994653  x   0.99999234  =   0.99993887
 GR1497!SPC NV E     -   0.99994653  x   1.00001313  =   0.99995966
 GR1497!UTM  11      -   0.99994653  x   1.00021454  =   1.00016106
 GR1497
 GR1497:                Primary Azimuth Mark                     Grid Az
 GR1497:SPC AZ W     -  BLACK                                    287 27 10.4
 GR1497:SPC NV E     -  BLACK                                    286 22 20.0
 GR1497:UTM  11      -  BLACK                                    285 32 12.0
 GR1497
 GR1497|---------------------------------------------------------------------|
 GR1497| PID    Reference Object                     Distance      Geod. Az  |
 GR1497|                                                           dddmmss.s |
 GR1497| GR1588 BLACK                               APPROX. 4.2 KM 2865959.0 |
 GR1497|---------------------------------------------------------------------|
 GR1497
 GR1497                          SUPERSEDED SURVEY CONTROL
 GR1497
 GR1497  NAD 83(1986)-  36 06 55.05719(N)    114 31 07.69099(W) AD(       ) 3
 GR1497  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1497
 GR1497.Superseded values are not recommended for survey control.
 GR1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1497.See file dsdata.txt to determine how the superseded data were derived.
 GR1497
 GR1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2332099588(NAD 83)
 GR1497_MARKER: DS = TRIANGULATION STATION DISK
 GR1497_SETTING: 80 = SET IN A BOULDER
 GR1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1497+STABILITY: SURFACE MOTION
 GR1497
 GR1497  HISTORY     - Date     Condition        Report By
 GR1497  HISTORY     - 1948     MONUMENTED       USGS
 GR1497
 GR1497                          STATION DESCRIPTION
 GR1497
 GR1497'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1497'LOCATED 5.5 MI S. OF MIDDLE POINT, ABOUT 3 MI SE. OF N.P.S. LIGHT
 GR1497'BASE AT EAST END OF BOULDER CANYON.  ON PROMINENT GYPSUM BLUFF,
 GR1497'ABOUT 50 FT. S. OF NORTH END OF BLUFF, 50 FT. ABOVE HIGH WATER
 GR1497'MARK.
 GR1497'
 GR1497'TO REACH NOT GIVEN.
 GR1497'
 GR1497'STATION MARK--STANDARD TABLET STAMPED---A24 1948---, CEMENTED IN
 GR1497'ROCK SET FLUSH WITH GROUND.
 GR1497'
 GR1497'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0987 ***********************************************************************
 DV0987  DESIGNATION -  A 25
 DV0987  PID         -  DV0987
 DV0987  STATE/COUNTY-  AZ/MARICOPA
 DV0987  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV0987
 DV0987                         *CURRENT SURVEY CONTROL
 DV0987  ___________________________________________________________________
 DV0987* NAD 83(1986)-  33 57 57.     (N)    113 04 14.     (W)     SCALED    
 DV0987* NAVD 88     -       693.38   (+/-2cm)    2274.9    (feet)  VERTCON   
 DV0987  ___________________________________________________________________
 DV0987  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0987
 DV0987.The horizontal coordinates were scaled from a topographic map and have
 DV0987.an estimated accuracy of +/- 6 seconds.
 DV0987
 DV0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0987.The vertical order pertains to the NGVD 29 superseded value.
 DV0987
 DV0987.The geoid height was determined by GEOID03.
 DV0987
 DV0987;                    North         East    Units  Estimated Accuracy
 DV0987;SPC AZ C     -   329,460.      106,720.      MT  (+/- 180 meters Scaled)
 DV0987
 DV0987                          SUPERSEDED SURVEY CONTROL
 DV0987
 DV0987  NGVD 29 (??/??/92)  692.693  (m)         2272.61   (f) ADJ UNCH    2 0
 DV0987
 DV0987.Superseded values are not recommended for survey control.
 DV0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0987.See file dsdata.txt to determine how the superseded data were derived.
 DV0987
 DV0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC086602(NAD 83)
 DV0987_MARKER: DB = BENCH MARK DISK
 DV0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0987_STAMPING: A 25 1933
 DV0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0987+STABILITY: SURFACE MOTION
 DV0987
 DV0987  HISTORY     - Date     Condition        Report By
 DV0987  HISTORY     - 1933     MONUMENTED       CGS
 DV0987  HISTORY     - 1934     GOOD             NGS
 DV0987
 DV0987                          STATION DESCRIPTION
 DV0987
 DV0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0987'6.2 MI E FROM AGUILA.
 DV0987'6.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0987'AGUILA, MARICOPA COUNTY, 1.5 MILES WEST OF THE SIDING AT FOREPAUGH,
 DV0987'0.5 MILE WEST OF A WINDMILL, 130 FEET SOUTH OF MILEPOST 16, AND 95
 DV0987'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A
 DV0987'25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1498 ***********************************************************************
 GR1498  DESIGNATION -  A 25
 GR1498  PID         -  GR1498
 GR1498  STATE/COUNTY-  AZ/MOHAVE
 GR1498  USGS QUAD   -  BONELLI BAY (1983)
 GR1498
 GR1498                         *CURRENT SURVEY CONTROL
 GR1498  ___________________________________________________________________
 GR1498* NAD 83(1992)-  36 05 37.96580(N)    114 29 46.54390(W)     ADJUSTED  
 GR1498* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 GR1498  ___________________________________________________________________
 GR1498  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GR1498  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1498  HORZ ORDER  -  THIRD
 GR1498
 GR1498.The horizontal coordinates were established by classical geodetic methods
 GR1498.and adjusted by the National Geodetic Survey in August 1993.
 GR1498
 GR1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1498
 GR1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1498
 GR1498.The geoid height was determined by GEOID03.
 GR1498
 GR1498;                    North         East     Units Scale Factor Converg.
 GR1498;SPC AZ W     -   565,205.355   146,157.981   MT  0.99998896   -0 26 22.7
 GR1498;SPC AZ W     - 1,854,348.28    479,520.94   iFT  0.99998896   -0 26 22.7
 GR1498;SPC NV E     - 8,149,633.381   297,890.066   MT  1.00001803   +0 38 25.6
 GR1498;SPC NV E     -26,737,588.85    977,327.66   sFT  1.00001803   +0 38 25.6
 GR1498;UTM  11      - 3,997,263.598   725,410.317   MT  1.00022610   +1 28 32.2
 GR1498
 GR1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1498!SPC AZ W     -   0.99994575  x   0.99998896  =   0.99993471
 GR1498!SPC NV E     -   0.99994575  x   1.00001803  =   0.99996378
 GR1498!UTM  11      -   0.99994575  x   1.00022610  =   1.00017184
 GR1498
 GR1498:                Primary Azimuth Mark                     Grid Az
 GR1498:SPC AZ W     -  A 24                                     319 56 39.5
 GR1498:SPC NV E     -  A 24                                     318 51 51.2
 GR1498:UTM  11      -  A 24                                     318 01 44.6
 GR1498
 GR1498|---------------------------------------------------------------------|
 GR1498| PID    Reference Object                     Distance      Geod. Az  |
 GR1498|                                                           dddmmss.s |
 GR1498| GR1497 A 24                                APPROX. 3.1 KM 3193016.8 |
 GR1498|---------------------------------------------------------------------|
 GR1498
 GR1498                          SUPERSEDED SURVEY CONTROL
 GR1498
 GR1498  NAD 83(1986)-  36 05 37.95399(N)    114 29 46.53569(W) AD(       ) 3
 GR1498  NGVD 29 (06/27/88)  373.0    (m)         1224.     (f) VERT ANG    3  
 GR1498
 GR1498.Superseded values are not recommended for survey control.
 GR1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1498.See file dsdata.txt to determine how the superseded data were derived.
 GR1498
 GR1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2541097264(NAD 83)
 GR1498_MARKER: DS = TRIANGULATION STATION DISK
 GR1498_SETTING: 80 = SET IN A BOULDER
 GR1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1498+STABILITY: SURFACE MOTION
 GR1498
 GR1498  HISTORY     - Date     Condition        Report By
 GR1498  HISTORY     - 1948     MONUMENTED       USGS
 GR1498
 GR1498                          STATION DESCRIPTION
 GR1498
 GR1498'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1498'LOCATED ABOUT 4.9 MI SE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1498'BOULDER CANYON.  ON FLAT RIDGE JUST E. OF SMALL WASH, ABOUT 100
 GR1498'FT. S. OF HIGH WATER MARK AT NORTH END OF RIDGE, ABOUT 20 FT. W.
 GR1498'OF CREST OF RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1498'
 GR1498'TO REACH NOT GIVEN.
 GR1498'
 GR1498'STATION MARK--STANDARD TABLET STAMPED---A25 1948---, CEMENTED IN
 GR1498'TOP OF BOULDER IN PLACE.
 GR1498'
 GR1498'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1499 ***********************************************************************
 GR1499  DESIGNATION -  A 25 A
 GR1499  PID         -  GR1499
 GR1499  STATE/COUNTY-  AZ/MOHAVE
 GR1499  USGS QUAD   -  BONELLI BAY (1983)
 GR1499
 GR1499                         *CURRENT SURVEY CONTROL
 GR1499  ___________________________________________________________________
 GR1499* NAD 83(1992)-  36 06 28.12870(N)    114 27 08.79650(W)     ADJUSTED  
 GR1499* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1499  ___________________________________________________________________
 GR1499  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GR1499  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GR1499  HORZ ORDER  -  THIRD
 GR1499
 GR1499.The horizontal coordinates were established by classical geodetic methods
 GR1499.and adjusted by the National Geodetic Survey in August 1993.
 GR1499
 GR1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1499
 GR1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1499
 GR1499.The geoid height was determined by GEOID03.
 GR1499
 GR1499;                    North         East     Units Scale Factor Converg.
 GR1499;SPC AZ W     -   566,722.042   150,115.154   MT  0.99998260   -0 24 50.3
 GR1499;SPC AZ W     - 1,859,324.28    492,503.79   iFT  0.99998260   -0 24 50.3
 GR1499;SPC NV E     - 8,151,224.463   301,818.087   MT  1.00002770   +0 39 59.4
 GR1499;SPC NV E     -26,742,808.93    990,214.84   sFT  1.00002770   +0 39 59.4
 GR1499;UTM  11      - 3,998,912.127   729,315.561   MT  1.00024798   +1 30 07.0
 GR1499
 GR1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1499!SPC AZ W     -   0.99994653  x   0.99998260  =   0.99992913
 GR1499!SPC NV E     -   0.99994653  x   1.00002770  =   0.99997423
 GR1499!UTM  11      -   0.99994653  x   1.00024798  =   1.00019450
 GR1499
 GR1499:                Primary Azimuth Mark                     Grid Az
 GR1499:SPC AZ W     -  A 25 B                                   201 37 32.5
 GR1499:SPC NV E     -  A 25 B                                   200 32 42.8
 GR1499:UTM  11      -  A 25 B                                   199 42 35.2
 GR1499
 GR1499|---------------------------------------------------------------------|
 GR1499| PID    Reference Object                     Distance      Geod. Az  |
 GR1499|                                                           dddmmss.s |
 GR1499| GR1501 A 25 B                              APPROX. 3.0 KM 2011242.2 |
 GR1499|---------------------------------------------------------------------|
 GR1499
 GR1499                          SUPERSEDED SURVEY CONTROL
 GR1499
 GR1499  NAD 83(1986)-  36 06 28.11714(N)    114 27 08.78893(W) AD(       ) 3
 GR1499  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1499
 GR1499.Superseded values are not recommended for survey control.
 GR1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1499.See file dsdata.txt to determine how the superseded data were derived.
 GR1499
 GR1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2931698912(NAD 83)
 GR1499_MARKER: DS = TRIANGULATION STATION DISK
 GR1499_SETTING: 80 = SET IN A BOULDER
 GR1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1499+STABILITY: SURFACE MOTION
 GR1499
 GR1499  HISTORY     - Date     Condition        Report By
 GR1499  HISTORY     - 1948     MONUMENTED       USGS
 GR1499
 GR1499                          STATION DESCRIPTION
 GR1499
 GR1499'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1499'LOCATED ABOUT 4.2 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  AT
 GR1499'NORTHERNMOST END OF LONG, LOW RIDGE WHICH FORMS WEST SIDE OF
 GR1499'DETRITAL WASH, ABOUT 10 FT. S. OF SMALL CASTLE ROCK, ON HIGH
 GR1499'WATER MARK.
 GR1499'
 GR1499'TO REACH NOT GIVEN.
 GR1499'
 GR1499'STATION MARK--STANDARD TABLET STAMPED---A25A 1948---, CEMENTED IN
 GR1499'TOP OF BOULDER OF CONGLOMERATE ROCK.
 GR1499'
 GR1499'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1500 ***********************************************************************
 GR1500  DESIGNATION -  A 25 AA
 GR1500  PID         -  GR1500
 GR1500  STATE/COUNTY-  AZ/MOHAVE
 GR1500  USGS QUAD   -  BONELLI BAY (1983)
 GR1500
 GR1500                         *CURRENT SURVEY CONTROL
 GR1500  ___________________________________________________________________
 GR1500* NAD 83(1992)-  36 05 42.08840(N)    114 27 15.70377(W)     ADJUSTED  
 GR1500* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1500  ___________________________________________________________________
 GR1500  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GR1500  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1500  HORZ ORDER  -  THIRD
 GR1500
 GR1500.The horizontal coordinates were established by classical geodetic methods
 GR1500.and adjusted by the National Geodetic Survey in August 1993.
 GR1500
 GR1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1500
 GR1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1500
 GR1500.The geoid height was determined by GEOID03.
 GR1500
 GR1500;                    North         East     Units Scale Factor Converg.
 GR1500;SPC AZ W     -   565,304.278   149,932.122   MT  0.99998289   -0 24 53.9
 GR1500;SPC AZ W     - 1,854,672.83    491,903.29   iFT  0.99998289   -0 24 53.9
 GR1500;SPC NV E     - 8,149,803.436   301,661.811   MT  1.00002731   +0 39 54.6
 GR1500;SPC NV E     -26,738,146.77    989,702.12   sFT  1.00002731   +0 39 54.6
 GR1500;UTM  11      - 3,997,488.660   729,179.989   MT  1.00024722   +1 30 01.3
 GR1500
 GR1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1500!SPC AZ W     -   0.99994653  x   0.99998289  =   0.99992943
 GR1500!SPC NV E     -   0.99994653  x   1.00002731  =   0.99997384
 GR1500!UTM  11      -   0.99994653  x   1.00024722  =   1.00019374
 GR1500
 GR1500                          SUPERSEDED SURVEY CONTROL
 GR1500
 GR1500  NAD 83(1986)-  36 05 42.07699(N)    114 27 15.69605(W) AD(       ) 3
 GR1500  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1500
 GR1500.Superseded values are not recommended for survey control.
 GR1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1500.See file dsdata.txt to determine how the superseded data were derived.
 GR1500
 GR1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2918097489(NAD 83)
 GR1500_MARKER: DS = TRIANGULATION STATION DISK
 GR1500_SETTING: 80 = SET IN A BOULDER
 GR1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1500+STABILITY: SURFACE MOTION
 GR1500
 GR1500  HISTORY     - Date     Condition        Report By
 GR1500  HISTORY     - 1948     MONUMENTED       USGS
 GR1500
 GR1500                          STATION DESCRIPTION
 GR1500
 GR1500'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1500'NOT OCCUPIED.
 GR1500'
 GR1500'LOCATED ABOUT 4.9 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1500'ABOUT 0.9 MI S. OF MOST NORTHERLY POINT OF LAND THAT FORMS WEST
 GR1500'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ON LARGE,
 GR1500'FLAT TOP ABOUT 1210 FT. HIGH.
 GR1500'
 GR1500'STATION MARK--STANDARD TABLET STAMPED---A25AA 1948---, CEMENTED IN
 GR1500'TOP OF ROCK SET IN GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1501 ***********************************************************************
 GR1501  DESIGNATION -  A 25 B
 GR1501  PID         -  GR1501
 GR1501  STATE/COUNTY-  AZ/MOHAVE
 GR1501  USGS QUAD   -  BONELLI BAY (1983)
 GR1501
 GR1501                         *CURRENT SURVEY CONTROL
 GR1501  ___________________________________________________________________
 GR1501* NAD 83(1992)-  36 04 58.16119(N)    114 27 51.81174(W)     ADJUSTED  
 GR1501* NAVD 88     -       393.7    (meters)    1292.     (feet)  VERTCON   
 GR1501  ___________________________________________________________________
 GR1501  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GR1501  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1501  HORZ ORDER  -  THIRD
 GR1501
 GR1501.The horizontal coordinates were established by classical geodetic methods
 GR1501.and adjusted by the National Geodetic Survey in August 1993.
 GR1501
 GR1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1501
 GR1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1501
 GR1501.The geoid height was determined by GEOID03.
 GR1501
 GR1501;                    North         East     Units Scale Factor Converg.
 GR1501;SPC AZ W     -   563,956.981   149,018.962   MT  0.99998432   -0 25 14.7
 GR1501;SPC AZ W     - 1,850,252.56    488,907.36   iFT  0.99998432   -0 25 14.7
 GR1501;SPC NV E     - 8,148,439.110   300,774.169   MT  1.00002509   +0 39 32.6
 GR1501;SPC NV E     -26,733,670.65    986,789.92   sFT  1.00002509   +0 39 32.6
 GR1501;UTM  11      - 3,996,111.241   728,312.135   MT  1.00024233   +1 29 38.4
 GR1501
 GR1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1501!SPC AZ W     -   0.99994261  x   0.99998432  =   0.99992694
 GR1501!SPC NV E     -   0.99994261  x   1.00002509  =   0.99996770
 GR1501!UTM  11      -   0.99994261  x   1.00024233  =   1.00018493
 GR1501
 GR1501:                Primary Azimuth Mark                     Grid Az
 GR1501:SPC AZ W     -  A 25 C                                   176 25 02.1
 GR1501:SPC NV E     -  A 25 C                                   175 20 14.8
 GR1501:UTM  11      -  A 25 C                                   174 30 09.0
 GR1501
 GR1501|---------------------------------------------------------------------|
 GR1501| PID    Reference Object                     Distance      Geod. Az  |
 GR1501|                                                           dddmmss.s |
 GR1501| GR1502 A 25 C                              APPROX. 0.9 KM 1755947.4 |
 GR1501|---------------------------------------------------------------------|
 GR1501
 GR1501                          SUPERSEDED SURVEY CONTROL
 GR1501
 GR1501  NAD 83(1986)-  36 04 58.14985(N)    114 27 51.80374(W) AD(       ) 3
 GR1501  NGVD 29 (06/27/88)  393.0    (m)         1289.     (f) VERT ANG    3  
 GR1501
 GR1501.Superseded values are not recommended for survey control.
 GR1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1501.See file dsdata.txt to determine how the superseded data were derived.
 GR1501
 GR1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2831296111(NAD 83)
 GR1501_MARKER: DS = TRIANGULATION STATION DISK
 GR1501_SETTING: 66 = SET IN ROCK OUTCROP
 GR1501_SP_SET: SET IN ROCK OUTCROP
 GR1501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1501+STABILITY: POSITION/ELEVATION WELL
 GR1501
 GR1501  HISTORY     - Date     Condition        Report By
 GR1501  HISTORY     - 1948     MONUMENTED       USGS
 GR1501
 GR1501                          STATION DESCRIPTION
 GR1501
 GR1501'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1501'LOCATED ABOUT 5.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1501'ABOUT 1.8 MI S. OF MOST NORTHERLY POINT OF LAND WHICH FORMS WEST
 GR1501'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ABOUT 400
 GR1501'FT. S. OF HIGH WATER MARK AT NORTH END OF RIDGE, ABOUT 20 FT.
 GR1501'ABOVE HIGH WATER MARK.
 GR1501'
 GR1501'TO REACH NOT GIVEN.
 GR1501'
 GR1501'STATION MARK--STANDARD TABLET STAMPED---A25B 1948---, CEMENTED IN
 GR1501'GYSUM OUTCROP.
 GR1501'
 GR1501'RMS--NONE SET.
 GR1501'
 GR1501'NOTE--FAIRCHILD STATION DESIGNATED AS F100, 3.05 FT. WNW. OF
 GR1501'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1502 ***********************************************************************
 GR1502  DESIGNATION -  A 25 C
 GR1502  PID         -  GR1502
 GR1502  STATE/COUNTY-  AZ/MOHAVE
 GR1502  USGS QUAD   -  BONELLI BAY (1983)
 GR1502
 GR1502                         *CURRENT SURVEY CONTROL
 GR1502  ___________________________________________________________________
 GR1502* NAD 83(1992)-  36 04 27.55214(N)    114 27 49.17286(W)     ADJUSTED  
 GR1502* NAVD 88     -       426.7    (meters)    1400.     (feet)  VERTCON   
 GR1502  ___________________________________________________________________
 GR1502  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GR1502  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1502  HORZ ORDER  -  THIRD
 GR1502
 GR1502.The horizontal coordinates were established by classical geodetic methods
 GR1502.and adjusted by the National Geodetic Survey in August 1993.
 GR1502
 GR1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1502
 GR1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1502
 GR1502.The geoid height was determined by GEOID03.
 GR1502
 GR1502;                    North         East     Units Scale Factor Converg.
 GR1502;SPC AZ W     -   563,013.094   149,078.062   MT  0.99998423   -0 25 12.9
 GR1502;SPC AZ W     - 1,847,155.82    489,101.25   iFT  0.99998423   -0 25 12.9
 GR1502;UTM  11      - 3,995,169.612   728,402.760   MT  1.00024284   +1 29 38.9
 GR1502
 GR1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1502!SPC AZ W     -   0.99993744  x   0.99998423  =   0.99992167
 GR1502!UTM  11      -   0.99993744  x   1.00024284  =   1.00018026
 GR1502
 GR1502:                Primary Azimuth Mark                     Grid Az
 GR1502:SPC AZ W     -  A 25 D                                   198 16 02.3
 GR1502:UTM  11      -  A 25 D                                   196 21 10.5
 GR1502
 GR1502|---------------------------------------------------------------------|
 GR1502| PID    Reference Object                     Distance      Geod. Az  |
 GR1502|                                                           dddmmss.s |
 GR1502| GR1503 A 25 D                              APPROX. 1.2 KM 1975049.4 |
 GR1502|---------------------------------------------------------------------|
 GR1502
 GR1502                          SUPERSEDED SURVEY CONTROL
 GR1502
 GR1502  NAD 83(1986)-  36 04 27.54093(N)    114 27 49.16478(W) AD(       ) 3
 GR1502  NGVD 29 (06/27/88)  426.0    (m)         1398.     (f) VERT ANG    3  
 GR1502
 GR1502.Superseded values are not recommended for survey control.
 GR1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1502.See file dsdata.txt to determine how the superseded data were derived.
 GR1502
 GR1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2840395170(NAD 83)
 GR1502_MARKER: DS = TRIANGULATION STATION DISK
 GR1502_SETTING: 80 = SET IN A BOULDER
 GR1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1502+STABILITY: SURFACE MOTION
 GR1502
 GR1502  HISTORY     - Date     Condition        Report By
 GR1502  HISTORY     - 1948     MONUMENTED       USGS
 GR1502
 GR1502                          STATION DESCRIPTION
 GR1502
 GR1502'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1502'LOCATED ABOUT 6.1 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1502'ABOUT 2.4 MI S. OF MOST NORTHERLY POINT OF LAND THAT FORMS WEST
 GR1502'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ON LONG,
 GR1502'BROAD, FLAT, GYPSUM RIDGE, ABOUT 70 FT. ABOVE HIGH WATER MARK.
 GR1502'
 GR1502'TO REACH NOT GIVEN.
 GR1502'
 GR1502'STATION MARK--STANDARD TABLET STAMPED---A25C 1948---, CEMENTED IN
 GR1502'TOP OF ROCK SET IN PLACE.
 GR1502'
 GR1502'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1503 ***********************************************************************
 GR1503  DESIGNATION -  A 25 D
 GR1503  PID         -  GR1503
 GR1503  STATE/COUNTY-  AZ/MOHAVE
 GR1503  USGS QUAD   -  BONELLI BAY (1983)
 GR1503
 GR1503                         *CURRENT SURVEY CONTROL
 GR1503  ___________________________________________________________________
 GR1503* NAD 83(1992)-  36 03 49.93157(N)    114 28 04.09138(W)     ADJUSTED  
 GR1503* NAVD 88     -       386.7    (meters)    1269.     (feet)  VERTCON   
 GR1503  ___________________________________________________________________
 GR1503  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 GR1503  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1503  HORZ ORDER  -  THIRD
 GR1503
 GR1503.The horizontal coordinates were established by classical geodetic methods
 GR1503.and adjusted by the National Geodetic Survey in August 1993.
 GR1503
 GR1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1503
 GR1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1503
 GR1503.The geoid height was determined by GEOID03.
 GR1503
 GR1503;                    North         East     Units Scale Factor Converg.
 GR1503;SPC AZ W     -   561,856.337   148,696.234   MT  0.99998484   -0 25 21.3
 GR1503;SPC AZ W     - 1,843,360.69    487,848.54   iFT  0.99998484   -0 25 21.3
 GR1503;UTM  11      - 3,994,000.446   728,059.695   MT  1.00024091   +1 29 28.7
 GR1503
 GR1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1503!SPC AZ W     -   0.99994372  x   0.99998484  =   0.99992856
 GR1503!UTM  11      -   0.99994372  x   1.00024091  =   1.00018461
 GR1503
 GR1503:                Primary Azimuth Mark                     Grid Az
 GR1503:SPC AZ W     -  A 25 DA                                  182 38 21.7
 GR1503:UTM  11      -  A 25 DA                                  180 43 31.7
 GR1503
 GR1503|---------------------------------------------------------------------|
 GR1503| PID    Reference Object                     Distance      Geod. Az  |
 GR1503|                                                           dddmmss.s |
 GR1503| GR1504 A 25 DA                             APPROX. 1.7 KM 1821300.4 |
 GR1503|---------------------------------------------------------------------|
 GR1503
 GR1503                          SUPERSEDED SURVEY CONTROL
 GR1503
 GR1503  NAD 83(1986)-  36 03 49.92045(N)    114 28 04.08313(W) AD(       ) 3
 GR1503  NGVD 29 (06/27/88)  386.0    (m)         1266.     (f) VERT ANG    3  
 GR1503
 GR1503.Superseded values are not recommended for survey control.
 GR1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1503.See file dsdata.txt to determine how the superseded data were derived.
 GR1503
 GR1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2806094000(NAD 83)
 GR1503_MARKER: DS = TRIANGULATION STATION DISK
 GR1503_SETTING: 80 = SET IN A BOULDER
 GR1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1503+STABILITY: SURFACE MOTION
 GR1503
 GR1503  HISTORY     - Date     Condition        Report By
 GR1503  HISTORY     - 1948     MONUMENTED       USGS
 GR1503
 GR1503                          STATION DESCRIPTION
 GR1503
 GR1503'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1503'LOCATED ABOUT 6.6 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1503'ABOUT 3.1 MI S. OF MOST NORTHERLY POINT OF LAND THAT FORMS WEST
 GR1503'SIDE OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ON TOP OF
 GR1503'GYPSUM HILL, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1503'
 GR1503'TO REACH NOT GIVEN.
 GR1503'
 GR1503'STATION MARK--STANDARD TABLET STAMPED---A25D 1948---, CEMENTED IN
 GR1503'ROCK SET IN PLACE.
 GR1503'
 GR1503'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1504 ***********************************************************************
 GR1504  DESIGNATION -  A 25 DA
 GR1504  PID         -  GR1504
 GR1504  STATE/COUNTY-  AZ/MOHAVE
 GR1504  USGS QUAD   -  BONELLI BAY (1983)
 GR1504
 GR1504                         *CURRENT SURVEY CONTROL
 GR1504  ___________________________________________________________________
 GR1504* NAD 83(1992)-  36 02 55.75080(N)    114 28 06.67401(W)     ADJUSTED  
 GR1504* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1504  ___________________________________________________________________
 GR1504  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GR1504  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR1504  HORZ ORDER  -  THIRD
 GR1504
 GR1504.The horizontal coordinates were established by classical geodetic methods
 GR1504.and adjusted by the National Geodetic Survey in August 1993.
 GR1504
 GR1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1504
 GR1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1504
 GR1504.The geoid height was determined by GEOID03.
 GR1504
 GR1504;                    North         East     Units Scale Factor Converg.
 GR1504;SPC AZ W     -   560,186.912   148,619.279   MT  0.99998496   -0 25 22.2
 GR1504;SPC AZ W     - 1,837,883.57    487,596.06   iFT  0.99998496   -0 25 22.2
 GR1504;UTM  11      - 3,992,328.955   728,038.522   MT  1.00024079   +1 29 25.3
 GR1504
 GR1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1504!SPC AZ W     -   0.99994513  x   0.99998496  =   0.99993009
 GR1504!UTM  11      -   0.99994513  x   1.00024079  =   1.00018591
 GR1504
 GR1504                          SUPERSEDED SURVEY CONTROL
 GR1504
 GR1504  NAD 83(1986)-  36 02 55.73988(N)    114 28 06.66557(W) AD(       ) 3
 GR1504  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GR1504
 GR1504.Superseded values are not recommended for survey control.
 GR1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1504.See file dsdata.txt to determine how the superseded data were derived.
 GR1504
 GR1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2803992329(NAD 83)
 GR1504_MARKER: DS = TRIANGULATION STATION DISK
 GR1504_SETTING: 80 = SET IN A BOULDER
 GR1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1504+STABILITY: SURFACE MOTION
 GR1504
 GR1504  HISTORY     - Date     Condition        Report By
 GR1504  HISTORY     - 1948     MONUMENTED       USGS
 GR1504
 GR1504                          STATION DESCRIPTION
 GR1504
 GR1504'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1504'NOT OCCUPIED.
 GR1504'
 GR1504'LOCATED ABOUT 6.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1504'ABOUT 3.1 MI S. OF MOST NORTHERLY POINT OF LAND FORMING WEST SIDE
 GR1504'OF DETRITAL WASH.  ON WEST SIDE OF DETRITAL WASH, ABOUT 100 FT. S.
 GR1504'OF DIRT RD., ON END OF SMALL RIDGE, ABOUT 10 FT. BELOW HIGH WATER
 GR1504'MARK.
 GR1504'
 GR1504'STATION MARK--STANDARD TABLET STAMPED---A25DA 1948---, CEMENTED IN
 GR1504'TOP OF BOULDER SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1505 ***********************************************************************
 GR1505  DESIGNATION -  A 25 E
 GR1505  PID         -  GR1505
 GR1505  STATE/COUNTY-  AZ/MOHAVE
 GR1505  USGS QUAD   -  BONELLI BAY (1983)
 GR1505
 GR1505                         *CURRENT SURVEY CONTROL
 GR1505  ___________________________________________________________________
 GR1505* NAD 83(1992)-  36 03 24.88346(N)    114 27 23.37562(W)     ADJUSTED  
 GR1505* NAVD 88     -       402.7    (meters)    1321.     (feet)  VERTCON   
 GR1505  ___________________________________________________________________
 GR1505  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GR1505  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1505  HORZ ORDER  -  THIRD
 GR1505
 GR1505.The horizontal coordinates were established by classical geodetic methods
 GR1505.and adjusted by the National Geodetic Survey in August 1993.
 GR1505
 GR1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1505
 GR1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1505
 GR1505.The geoid height was determined by GEOID03.
 GR1505
 GR1505;                    North         East     Units Scale Factor Converg.
 GR1505;SPC AZ W     -   561,076.875   149,709.509   MT  0.99998324   -0 24 57.1
 GR1505;SPC AZ W     - 1,840,803.40    491,172.93   iFT  0.99998324   -0 24 57.1
 GR1505;UTM  11      - 3,993,255.064   729,098.705   MT  1.00024677   +1 29 51.8
 GR1505
 GR1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1505!SPC AZ W     -   0.99994121  x   0.99998324  =   0.99992445
 GR1505!UTM  11      -   0.99994121  x   1.00024677  =   1.00018796
 GR1505
 GR1505                          SUPERSEDED SURVEY CONTROL
 GR1505
 GR1505  NAD 83(1986)-  36 03 24.87252(N)    114 27 23.36744(W) AD(       ) 3
 GR1505  NGVD 29 (06/27/88)  402.0    (m)         1319.     (f) VERT ANG    3  
 GR1505
 GR1505.Superseded values are not recommended for survey control.
 GR1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1505.See file dsdata.txt to determine how the superseded data were derived.
 GR1505
 GR1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2909993255(NAD 83)
 GR1505_MARKER: DS = TRIANGULATION STATION DISK
 GR1505_SETTING: 80 = SET IN A BOULDER
 GR1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1505+STABILITY: SURFACE MOTION
 GR1505
 GR1505  HISTORY     - Date     Condition        Report By
 GR1505  HISTORY     - 1948     MONUMENTED       USGS
 GR1505
 GR1505                          STATION DESCRIPTION
 GR1505
 GR1505'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1505'NOT OCCUPIED.
 GR1505'
 GR1505'LOCATED ABOUT 6.6 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1505'ABOUT 3.4 MI S. OF MOST NORTHERLY POINT OF LAND ON WEST SIDE OF
 GR1505'DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ON MIDDLE AND TOP
 GR1505'OF SHORT RIDGE, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1505'
 GR1505'STATION MARK--STANDARD TABLET STAMPED---A25E 1948---, CEMENTED IN
 GR1505'TOP OF ROCK SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0573 ***********************************************************************
 FS0573  DESIGNATION -  A 253
 FS0573  PID         -  FS0573
 FS0573  STATE/COUNTY-  AZ/MOHAVE
 FS0573  USGS QUAD   -  KINGMAN (1980)
 FS0573
 FS0573                         *CURRENT SURVEY CONTROL
 FS0573  ___________________________________________________________________
 FS0573* NAD 83(1986)-  35 11 42.     (N)    114 01 46.     (W)     SCALED    
 FS0573* NAVD 88     -      1067.954  (meters)    3503.78   (feet)  ADJUSTED  
 FS0573  ___________________________________________________________________
 FS0573  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0573  DYNAMIC HT  -        1066.689 (meters)    3499.63  (feet)  COMP
 FS0573  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 FS0573
 FS0573  VERT ORDER  -  FIRST     CLASS I
 FS0573
 FS0573.The horizontal coordinates were scaled from a topographic map and have
 FS0573.an estimated accuracy of +/- 6 seconds.
 FS0573
 FS0573.The orthometric height was determined by differential leveling
 FS0573.and adjusted in June 1991.
 FS0573
 FS0573.The geoid height was determined by GEOID03.
 FS0573
 FS0573.The dynamic height is computed by dividing the NAVD 88
 FS0573.geopotential number by the normal gravity value computed on the
 FS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0573.degrees latitude (g = 980.6199 gals.).
 FS0573
 FS0573.The modeled gravity was interpolated from observed gravity values.
 FS0573
 FS0573;                    North         East    Units  Estimated Accuracy
 FS0573;SPC AZ W     -   465,260.      187,910.      MT  (+/- 180 meters Scaled)
 FS0573
 FS0573                          SUPERSEDED SURVEY CONTROL
 FS0573
 FS0573  NGVD 29 (??/??/92) 1067.146  (m)         3501.13   (f) ADJ UNCH    1 1
 FS0573
 FS0573.Superseded values are not recommended for survey control.
 FS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0573.See file dsdata.txt to determine how the superseded data were derived.
 FS0573
 FS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU704987(NAD 83)
 FS0573_MARKER: DB = BENCH MARK DISK
 FS0573_SETTING: 66 = SET IN ROCK OUTCROP
 FS0573_SP_SET: ROCK CUT
 FS0573_STAMPING: A 253 1940
 FS0573_MARK LOGO: CGS   
 FS0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0573+STABILITY: POSITION/ELEVATION WELL
 FS0573
 FS0573  HISTORY     - Date     Condition        Report By
 FS0573  HISTORY     - 1940     MONUMENTED       CGS
 FS0573  HISTORY     - 1962     GOOD             NGS
 FS0573  HISTORY     - 1982     GOOD             NGS
 FS0573
 FS0573                          STATION DESCRIPTION
 FS0573
 FS0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FS0573'1.9 MI NE FROM KINGMAN.
 FS0573'ABOUT 1.9 MILES NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FS0573'RAILWAY FROM THE STATION AT KINGMAN, 4 POLES SOUTHWEST OF MILEPOST
 FS0573'514 1/2, 230 FEET SOUTHWEST OF THE NORTHEAST END OF A RAILWAY
 FS0573'CUT THROUGH A STONE RIDGE, 15 FEET NORTHWEST OF THE CENTER OF THE
 FS0573'TRACK, IN A STONE PROJECTING OF THE CUT, AND ABOUT 2 FEET HIGHER
 FS0573'THAN THE TOP OF THE RAIL.
 FS0573
 FS0573                          STATION RECOVERY (1982)
 FS0573
 FS0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0573'RECOVERED IN GOOD CONDITION.
 FS0573'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0419 ***********************************************************************
 GR0419  DESIGNATION -  A 254
 GR0419  PID         -  GR0419
 GR0419  STATE/COUNTY-  AZ/MOHAVE
 GR0419  USGS QUAD   -  BONELLI BAY (1983)
 GR0419
 GR0419                         *CURRENT SURVEY CONTROL
 GR0419  ___________________________________________________________________
 GR0419* NAD 83(1986)-  36 02 47.     (N)    114 27 33.     (W)     SCALED    
 GR0419* NAVD 88     -       362.278  (meters)    1188.57   (feet)  POSTED    
 GR0419  ___________________________________________________________________
 GR0419  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR0419  DYNAMIC HT  -         361.920 (meters)    1187.40  (feet)  COMP
 GR0419  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 GR0419
 GR0419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0419
 GR0419.The horizontal coordinates were scaled from a topographic map and have
 GR0419.an estimated accuracy of +/- 6 seconds.
 GR0419
 GR0419.The orthometric height was determined by differential leveling
 GR0419.and adjusted by the  in 1992.
 GR0419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0419.rate of 0.0 thru 1.0 mm/km.
 GR0419
 GR0419.The geoid height was determined by GEOID03.
 GR0419
 GR0419.The dynamic height is computed by dividing the NAVD 88
 GR0419.geopotential number by the normal gravity value computed on the
 GR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0419.degrees latitude (g = 980.6199 gals.).
 GR0419
 GR0419.The modeled gravity was interpolated from observed gravity values.
 GR0419
 GR0419;                    North         East    Units  Estimated Accuracy
 GR0419;SPC AZ W     -   559,910.      149,460.      MT  (+/- 180 meters Scaled)
 GR0419
 GR0419                          SUPERSEDED SURVEY CONTROL
 GR0419
 GR0419  NGVD 29 (??/??/92)  361.563  (m)         1186.23   (f) ADJ UNCH    1 1
 GR0419
 GR0419.Superseded values are not recommended for survey control.
 GR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0419.See file dsdata.txt to determine how the superseded data were derived.
 GR0419
 GR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV288920(NAD 83)
 GR0419_MARKER: DB = BENCH MARK DISK
 GR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0419_STAMPING: A 254 1941
 GR0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0419+STABILITY: SURFACE MOTION
 GR0419
 GR0419  HISTORY     - Date     Condition        Report By
 GR0419  HISTORY     - 1941     MONUMENTED       CGS
 GR0419  HISTORY     - 1950     GOOD             NGS
 GR0419  HISTORY     - 1963     GOOD             NGS
 GR0419
 GR0419                          STATION DESCRIPTION
 GR0419
 GR0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0419'IN MOUTH OF DETRITAL WASH.
 GR0419'AT THE MOUTH OF DETRITAL WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE
 GR0419'EAST SIDE OF THE WASH, AT THE Y JUNCTION OF A WIDE DRY WASH ENTERING
 GR0419'DETRITAL WASH FROM THE SOUTHEAST, AT THE NORTHWEST END OF A RIDGE, AT
 GR0419'THE CROTCH OF THE JUNCTION, 13.2 FEET WEST OF A WITNESS POST, ABOUT 12
 GR0419'FEET HIGHER THAN THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE
 GR0419'POST PROJECTING 1.2 FEET ABOVE THE GROUND.
 GR0419
 GR0419                          STATION RECOVERY (1963)
 GR0419
 GR0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0499 ***********************************************************************
 ET0499  DESIGNATION -  A 255
 ET0499  PID         -  ET0499
 ET0499  STATE/COUNTY-  AZ/YAVAPAI
 ET0499  USGS QUAD   -  SIMMONS (1979)
 ET0499
 ET0499                         *CURRENT SURVEY CONTROL
 ET0499  ___________________________________________________________________
 ET0499* NAD 83(1986)-  34 46 07.     (N)    112 38 30.     (W)     SCALED    
 ET0499* NAVD 88     -      1411.325  (meters)    4630.32   (feet)  POSTED    
 ET0499  ___________________________________________________________________
 ET0499  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ET0499  DYNAMIC HT  -        1409.460 (meters)    4624.20  (feet)  COMP
 ET0499  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 ET0499
 ET0499  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0499
 ET0499.The horizontal coordinates were scaled from a topographic map and have
 ET0499.an estimated accuracy of +/- 6 seconds.
 ET0499
 ET0499.The orthometric height was determined by differential leveling
 ET0499.and adjusted in November 2005.
 ET0499.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0499.was located on a no-check spur therefore a value was not computed.
 ET0499.No vertical observational check was made to the station.
 ET0499
 ET0499.The geoid height was determined by GEOID03.
 ET0499
 ET0499.The dynamic height is computed by dividing the NAVD 88
 ET0499.geopotential number by the normal gravity value computed on the
 ET0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0499.degrees latitude (g = 980.6199 gals.).
 ET0499
 ET0499.The modeled gravity was interpolated from observed gravity values.
 ET0499
 ET0499;                    North         East    Units  Estimated Accuracy
 ET0499;SPC AZ C     -   418,150.      147,000.      MT  (+/- 180 meters Scaled)
 ET0499
 ET0499                          SUPERSEDED SURVEY CONTROL
 ET0499
 ET0499  NGVD 29 (??/??/92) 1410.509  (m)         4627.64   (f) ADJ UNCH    2 0
 ET0499
 ET0499.Superseded values are not recommended for survey control.
 ET0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0499.See file dsdata.txt to determine how the superseded data were derived.
 ET0499
 ET0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD497486(NAD 83)
 ET0499_MARKER: DB = BENCH MARK DISK
 ET0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0499_STAMPING: A 225 1941
 ET0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0499+STABILITY: SURFACE MOTION
 ET0499
 ET0499  HISTORY     - Date     Condition        Report By
 ET0499  HISTORY     - 1941     MONUMENTED       CGS
 ET0499  HISTORY     - 1952     GOOD             NGS
 ET0499
 ET0499                          STATION DESCRIPTION
 ET0499
 ET0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0499'4.9 MI S FROM SIMMONS.
 ET0499'3.1 MILES SOUTH ALONG THE PRESCOTT ROAD FROM THE CONCRETE BRIDGE OVER
 ET0499'A HITT WASH AT SIMMONS, THENCE 1.8 MILES SOUTHWEST ALONG THE ROAD TO
 ET0499'SKULL VALLEY, 0.3 MILE WEST OF THE JUNCTION OF THE CROSS TRIANGLE
 ET0499'RANCH ROAD, AT THE INTERSECTION OF A GRADED ROAD LEADING EAST-WEST,
 ET0499'110 FEET NORTH OF THE JUNCTION, 35 FEET WEST OF THE CENTER LINE OF A
 ET0499'ROAD LEADING NORTH (MAIN ROAD), 2.1 FEET SOUTHWEST OF A WITNESS POST,
 ET0499'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0499'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0560 ***********************************************************************
 GR0560  DESIGNATION -  A 256
 GR0560  PID         -  GR0560
 GR0560  STATE/COUNTY-  AZ/MOHAVE
 GR0560  USGS QUAD   -  HOOVER DAM (1997)
 GR0560
 GR0560                         *CURRENT SURVEY CONTROL
 GR0560  ___________________________________________________________________
 GR0560* NAD 83(1986)-  36 00 58.     (N)    114 44 15.     (W)     SCALED    
 GR0560* NAVD 88     -       216.494  (meters)     710.28   (feet)  POSTED    
 GR0560  ___________________________________________________________________
 GR0560  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0560  DYNAMIC HT  -         216.280 (meters)     709.58  (feet)  COMP
 GR0560  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 GR0560
 GR0560  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0560
 GR0560.The horizontal coordinates were scaled from a topographic map and have
 GR0560.an estimated accuracy of +/- 6 seconds.
 GR0560
 GR0560.The orthometric height was determined by differential leveling
 GR0560.and adjusted by the  in 1992.
 GR0560.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0560.was located on a no-check spur therefore a value was not computed.
 GR0560.No vertical observational check was made to the station.
 GR0560
 GR0560.The geoid height was determined by GEOID03.
 GR0560
 GR0560.The dynamic height is computed by dividing the NAVD 88
 GR0560.geopotential number by the normal gravity value computed on the
 GR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0560.degrees latitude (g = 980.6199 gals.).
 GR0560
 GR0560.The modeled gravity was interpolated from observed gravity values.
 GR0560
 GR0560;                    North         East    Units  Estimated Accuracy
 GR0560;SPC AZ W     -   556,770.      124,350.      MT  (+/- 180 meters Scaled)
 GR0560
 GR0560                          SUPERSEDED SURVEY CONTROL
 GR0560
 GR0560  NGVD 29 (??/??/92)  215.803  (m)          708.01   (f) ADJ UNCH    1 1
 GR0560
 GR0560.Superseded values are not recommended for survey control.
 GR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0560.See file dsdata.txt to determine how the superseded data were derived.
 GR0560
 GR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0560_MARKER: DB = BENCH MARK DISK
 GR0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0560_SP_SET: WALL
 GR0560_STAMPING: A 256 1940
 GR0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0560
 GR0560  HISTORY     - Date     Condition        Report By
 GR0560  HISTORY     - 1940     MONUMENTED       CGS
 GR0560  HISTORY     - 1950     GOOD             NGS
 GR0560  HISTORY     - 1963     GOOD             NGS
 GR0560
 GR0560                          STATION DESCRIPTION
 GR0560
 GR0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0560'IN HOOVER DAM.
 GR0560'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, AT THE SOUTHWEST (DOWNSTREAM)
 GR0560'END OF THE ARIZONA 705 GALLERY, INSIDE AND AT THE SOUTHEAST END OF A
 GR0560'ROOM ON THE SOUTHEAST SIDE OF THE GALLERY, 22.5 FEET SOUTHEAST OF THE
 GR0560'SOUTHEAST EDGE OF THE DOOR, IN THE TOP OF A SHELF OF THE CONCRETE
 GR0560'WALL, AND 2.8 FEET ABOVE THE FLOOR.
 GR0560
 GR0560                          STATION RECOVERY (1963)
 GR0560
 GR0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0256 ***********************************************************************
 FR0256  DESIGNATION -  A 257
 FR0256  PID         -  FR0256
 FR0256  STATE/COUNTY-  AZ/YAVAPAI
 FR0256  USGS QUAD   -  TURKEY CANYON NE (1973)
 FR0256
 FR0256                         *CURRENT SURVEY CONTROL
 FR0256  ___________________________________________________________________
 FR0256* NAD 83(1986)-  35 14 32.     (N)    112 52 31.     (W)     SCALED    
 FR0256* NAVD 88     -      1642.84   (+/-2cm)    5389.9    (feet)  VERTCON   
 FR0256  ___________________________________________________________________
 FR0256  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FR0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0256
 FR0256.The horizontal coordinates were scaled from a topographic map and have
 FR0256.an estimated accuracy of +/- 6 seconds.
 FR0256
 FR0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0256.The vertical order pertains to the NGVD 29 superseded value.
 FR0256
 FR0256.The geoid height was determined by GEOID03.
 FR0256
 FR0256;                    North         East    Units  Estimated Accuracy
 FR0256;SPC AZ C     -   470,870.      126,120.      MT  (+/- 180 meters Scaled)
 FR0256
 FR0256                          SUPERSEDED SURVEY CONTROL
 FR0256
 FR0256  NGVD 29 (??/??/92) 1641.948  (m)         5386.96   (f) ADJ UNCH    2 0
 FR0256
 FR0256.Superseded values are not recommended for survey control.
 FR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0256.See file dsdata.txt to determine how the superseded data were derived.
 FR0256
 FR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE293015(NAD 83)
 FR0256_MARKER: DB = BENCH MARK DISK
 FR0256_SETTING: 80 = SET IN A BOULDER
 FR0256_SP_SET: BOULDER
 FR0256_STAMPING: A 257 1941
 FR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0256+STABILITY: SURFACE MOTION
 FR0256
 FR0256  HISTORY     - Date     Condition        Report By
 FR0256  HISTORY     - 1941     MONUMENTED       CGS
 FR0256
 FR0256                          STATION DESCRIPTION
 FR0256
 FR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0256'0.9 MI E FROM SELIGMAN.
 FR0256'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0256'SANTA FE RAILWAY SATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 5.9
 FR0256'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.5 MILE
 FR0256'SOUTH OF THE SUMMIT OF A RIDGE, ABOUT 0.4 MILE NORTH OF A CATTLE
 FR0256'GUARD, ABOUT 300 FEET SOUTH OF A KNOLL COVERED WITH BLACK ROCK, 33
 FR0256'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 FR0256'AND IN THE TOP OF A BLACK BOULDER PROJECTING ABOUT 0.6 FOOT ABOVE
 FR0256'GROUND.  A STANDARD DISK, STAMPED A 257 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1100 ***********************************************************************
 DA1100  DESIGNATION -  A 258
 DA1100  PID         -  DA1100
 DA1100  STATE/COUNTY-  AZ/YUMA
 DA1100  USGS QUAD   -  DATELAND (1982)
 DA1100
 DA1100                         *CURRENT SURVEY CONTROL
 DA1100  ___________________________________________________________________
 DA1100* NAD 83(1986)-  32 47 32.     (N)    113 33 02.     (W)     SCALED    
 DA1100* NAVD 88     -       133.046  (meters)     436.50   (feet)  ADJUSTED  
 DA1100  ___________________________________________________________________
 DA1100  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DA1100  DYNAMIC HT  -         132.895 (meters)     436.01  (feet)  COMP
 DA1100  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DA1100
 DA1100  VERT ORDER  -  FIRST     CLASS II
 DA1100
 DA1100.The horizontal coordinates were scaled from a topographic map and have
 DA1100.an estimated accuracy of +/- 6 seconds.
 DA1100
 DA1100.The orthometric height was determined by differential leveling
 DA1100.and adjusted in June 1991.
 DA1100
 DA1100.The geoid height was determined by GEOID03.
 DA1100
 DA1100.The dynamic height is computed by dividing the NAVD 88
 DA1100.geopotential number by the normal gravity value computed on the
 DA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1100.degrees latitude (g = 980.6199 gals.).
 DA1100
 DA1100.The modeled gravity was interpolated from observed gravity values.
 DA1100
 DA1100;                    North         East    Units  Estimated Accuracy
 DA1100;SPC AZ W     -   198,740.      232,040.      MT  (+/- 180 meters Scaled)
 DA1100
 DA1100                          SUPERSEDED SURVEY CONTROL
 DA1100
 DA1100  NGVD 29 (??/??/92)  132.469  (m)          434.61   (f) ADJ UNCH    1 2
 DA1100
 DA1100.Superseded values are not recommended for survey control.
 DA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1100.See file dsdata.txt to determine how the superseded data were derived.
 DA1100
 DA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB611311(NAD 83)
 DA1100_MARKER: DB = BENCH MARK DISK
 DA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1100_STAMPING: A 258 1945
 DA1100_MARK LOGO: CGS   
 DA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1100+STABILITY: SURFACE MOTION
 DA1100
 DA1100  HISTORY     - Date     Condition        Report By
 DA1100  HISTORY     - 1945     MONUMENTED       CGS
 DA1100  HISTORY     - 1952     GOOD             NGS
 DA1100  HISTORY     - 1981     GOOD             NGS
 DA1100  HISTORY     - 1981     GOOD             NGS
 DA1100
 DA1100                          STATION DESCRIPTION
 DA1100
 DA1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1100'6.1 MI SW FROM AZTEC.
 DA1100'6.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1100'THE RAILROAD WATER TANK AT AZTEC, 0.5 MILE SOUTHWEST OF DATELAND, 96
 DA1100'FEET SOUTHWEST OF A FENCE CORNER, 97.6 FEET NORTHEAST OF THE NORTH
 DA1100'RAIL, 50 FEET SOUTHWEST OF THE CENTER LINE OF UNITED STATES HIGHWAY
 DA1100'80, 1.9 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA1100'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1100
 DA1100                          STATION RECOVERY (1981)
 DA1100
 DA1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1100'RECOVERED IN GOOD CONDITION.
 DA1100
 DA1100                          STATION RECOVERY (1981)
 DA1100
 DA1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0291 ***********************************************************************
 DV0291  DESIGNATION -  A 259
 DV0291  PID         -  DV0291
 DV0291  STATE/COUNTY-  AZ/MARICOPA
 DV0291  USGS QUAD   -  EL MIRAGE (1982)
 DV0291
 DV0291                         *CURRENT SURVEY CONTROL
 DV0291  ___________________________________________________________________
 DV0291* NAD 83(1986)-  33 32 23.     (N)    112 21 55.     (W)     SCALED    
 DV0291* NAVD 88     -       332.33   (+/-2cm)    1090.3    (feet)  VERTCON   
 DV0291  ___________________________________________________________________
 DV0291  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0291
 DV0291.The horizontal coordinates were scaled from a topographic map and have
 DV0291.an estimated accuracy of +/- 6 seconds.
 DV0291
 DV0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0291.The vertical order pertains to the NGVD 29 superseded value.
 DV0291
 DV0291.The geoid height was determined by GEOID03.
 DV0291
 DV0291;                    North         East    Units  Estimated Accuracy
 DV0291;SPC AZ C     -   281,700.      171,700.      MT  (+/- 180 meters Scaled)
 DV0291
 DV0291                          SUPERSEDED SURVEY CONTROL
 DV0291
 DV0291  NGVD 29 (??/??/92)  331.785  (m)         1088.53   (f) ADJ UNCH    2 0
 DV0291
 DV0291.Superseded values are not recommended for survey control.
 DV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0291.See file dsdata.txt to determine how the superseded data were derived.
 DV0291
 DV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC732119(NAD 83)
 DV0291_MARKER: DB = BENCH MARK DISK
 DV0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0291_SP_SET: BUILDING
 DV0291_STAMPING: A 259
 DV0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0291
 DV0291  HISTORY     - Date     Condition        Report By
 DV0291  HISTORY     - UNK      MONUMENTED       CGS
 DV0291  HISTORY     - 1945     GOOD             NGS
 DV0291
 DV0291                          STATION DESCRIPTION
 DV0291
 DV0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0291'IN LUKE FIELD.
 DV0291'AT LUKE FIELD, MARICOPA COUNTY, 26 FEET SOUTH OF THE SOUTHEAST LEG OF
 DV0291'THE MIDDLE CONTROL TOWER, IN THE EAST WALL OF BUILDING T-451, AT THE
 DV0291'NORTHEAST CORNER, 4 FEET NORTH OF THE NORTH EDGE OF THE NORTH DOOR,
 DV0291'AND 1.1 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED A 259 AND SET
 DV0291'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0405 ***********************************************************************
 ET0405  DESIGNATION -  A 26
 ET0405  PID         -  ET0405
 ET0405  STATE/COUNTY-  AZ/YAVAPAI
 ET0405  USGS QUAD   -  CONGRESS (1969)
 ET0405
 ET0405                         *CURRENT SURVEY CONTROL
 ET0405  ___________________________________________________________________
 ET0405* NAD 83(1986)-  34 14 17.     (N)    112 51 45.     (W)     SCALED    
 ET0405* NAVD 88     -      1014.405  (meters)    3328.09   (feet)  POSTED    
 ET0405  ___________________________________________________________________
 ET0405  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 ET0405  DYNAMIC HT  -        1013.120 (meters)    3323.88  (feet)  COMP
 ET0405  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 ET0405
 ET0405  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0405
 ET0405.The horizontal coordinates were scaled from a topographic map and have
 ET0405.an estimated accuracy of +/- 6 seconds.
 ET0405
 ET0405.The orthometric height was determined by differential leveling
 ET0405.and adjusted in November 2005.
 ET0405.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0405.rate of 2.1 thru 3.0 mm/km.
 ET0405
 ET0405.The geoid height was determined by GEOID03.
 ET0405
 ET0405.The dynamic height is computed by dividing the NAVD 88
 ET0405.geopotential number by the normal gravity value computed on the
 ET0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0405.degrees latitude (g = 980.6199 gals.).
 ET0405
 ET0405.The modeled gravity was interpolated from observed gravity values.
 ET0405
 ET0405;                    North         East    Units  Estimated Accuracy
 ET0405;SPC AZ C     -   359,460.      126,230.      MT  (+/- 180 meters Scaled)
 ET0405
 ET0405                          SUPERSEDED SURVEY CONTROL
 ET0405
 ET0405  NGVD 29 (??/??/92) 1013.688  (m)         3325.74   (f) ADJ UNCH    2 0
 ET0405
 ET0405.Superseded values are not recommended for survey control.
 ET0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0405.See file dsdata.txt to determine how the superseded data were derived.
 ET0405
 ET0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC284901(NAD 83)
 ET0405_MARKER: DB = BENCH MARK DISK
 ET0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0405_STAMPING: A 26 1933
 ET0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0405+STABILITY: SURFACE MOTION
 ET0405
 ET0405  HISTORY     - Date     Condition        Report By
 ET0405  HISTORY     - 1933     MONUMENTED       CGS
 ET0405  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0405
 ET0405                          STATION DESCRIPTION
 ET0405
 ET0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0405'6.9 MI N FROM CONGRESS JUNCTION.
 ET0405'CONCRETE POST, AT SIDE OF A.T. AND S.F. RY., AT PIEDMONT SIDING, 600
 ET0405'FEET SOUTH OF STATION SIGN PIEDMENT, OPPOSITE TELEPHONE BOOTH, 25 FEET
 ET0405'EAST OF RAILROAD CENTERLINE.
 ET0405
 ET0405                          STATION RECOVERY (2008)
 ET0405
 ET0405'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0405'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0405'MARK. THERE IS NO LONGER A 'TELEPHONE BOOTH' HERE, SO THE AREA TO
 ET0405'SEARCH IS DIFFICULT TO DETERMINE. THE ROAD PARALLELING THE RAILROAD IS
 ET0405'VERY CLOSE, AND THERE HAS BEEN ROAD GRADER ACTIVITY WITHIN THE
 ET0405'SPECIFIED DISTANCE OF 25 FEET FROM THE RAILROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1506 ***********************************************************************
 GR1506  DESIGNATION -  A 26
 GR1506  PID         -  GR1506
 GR1506  STATE/COUNTY-  AZ/MOHAVE
 GR1506  USGS QUAD   -  BONELLI BAY (1983)
 GR1506
 GR1506                         *CURRENT SURVEY CONTROL
 GR1506  ___________________________________________________________________
 GR1506* NAD 83(1992)-  36 03 12.37895(N)    114 27 17.45115(W)     ADJUSTED  
 GR1506* NAVD 88     -       387.7    (meters)    1272.     (feet)  VERTCON   
 GR1506  ___________________________________________________________________
 GR1506  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GR1506  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1506  HORZ ORDER  -  THIRD
 GR1506
 GR1506.The horizontal coordinates were established by classical geodetic methods
 GR1506.and adjusted by the National Geodetic Survey in August 1993.
 GR1506
 GR1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1506
 GR1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1506
 GR1506.The geoid height was determined by GEOID03.
 GR1506
 GR1506;                    North         East     Units Scale Factor Converg.
 GR1506;SPC AZ W     -   560,690.400   149,854.987   MT  0.99998301   -0 24 53.4
 GR1506;SPC AZ W     - 1,839,535.43    491,650.22   iFT  0.99998301   -0 24 53.4
 GR1506;UTM  11      - 3,992,873.561   729,257.047   MT  1.00024766   +1 29 54.9
 GR1506
 GR1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1506!SPC AZ W     -   0.99994356  x   0.99998301  =   0.99992657
 GR1506!UTM  11      -   0.99994356  x   1.00024766  =   1.00019121
 GR1506
 GR1506:                Primary Azimuth Mark                     Grid Az
 GR1506:SPC AZ W     -  A 25 DA                                  247 49 53.7
 GR1506:UTM  11      -  A 25 DA                                  245 55 05.4
 GR1506
 GR1506|---------------------------------------------------------------------|
 GR1506| PID    Reference Object                     Distance      Geod. Az  |
 GR1506|                                                           dddmmss.s |
 GR1506| GR1504 A 25 DA                             APPROX. 1.3 KM 2472500.3 |
 GR1506|---------------------------------------------------------------------|
 GR1506
 GR1506                          SUPERSEDED SURVEY CONTROL
 GR1506
 GR1506  NAD 83(1986)-  36 03 12.36808(N)    114 27 17.44295(W) AD(       ) 3
 GR1506  NGVD 29 (06/27/88)  387.0    (m)         1270.     (f) VERT ANG    3  
 GR1506
 GR1506.Superseded values are not recommended for survey control.
 GR1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1506.See file dsdata.txt to determine how the superseded data were derived.
 GR1506
 GR1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2925792874(NAD 83)
 GR1506_MARKER: DS = TRIANGULATION STATION DISK
 GR1506_SETTING: 80 = SET IN A BOULDER
 GR1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1506+STABILITY: SURFACE MOTION
 GR1506
 GR1506  HISTORY     - Date     Condition        Report By
 GR1506  HISTORY     - 1948     MONUMENTED       USGS
 GR1506
 GR1506                          STATION DESCRIPTION
 GR1506
 GR1506'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1506'LOCATED ABOUT 6.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  AT
 GR1506'THIS LAKE LEVEL (1155 FT.) STATION IS ABOUT 2000 FT. E. OF MOST
 GR1506'SOUTHERLY SHORELINE IN DETRITAL WASH.  ON EAST SIDE OF DETRITAL
 GR1506'WASH, ON SMALL TOP OF HIGHEST RIDGE IN IMMEDIATE VICINITY (HIGH
 GR1506'POINT OF RIDGE IS ABOUT 500 FT. NE. AND ABOUT 10 FT. HIGHER),
 GR1506'ABOUT 70 FT. ABOVE HIGH WATER MARK.
 GR1506'
 GR1506'TO REACH NOT GIVEN.
 GR1506'
 GR1506'STATION MARK--STANDARD TABLET STAMPED---A26 1948---, CEMENTED IN
 GR1506'TOP OF BOULDER SET IN PLACE.
 GR1506'
 GR1506'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1507 ***********************************************************************
 GR1507  DESIGNATION -  A 26 A
 GR1507  PID         -  GR1507
 GR1507  STATE/COUNTY-  AZ/MOHAVE
 GR1507  USGS QUAD   -  BONELLI BAY (1983)
 GR1507
 GR1507                         *CURRENT SURVEY CONTROL
 GR1507  ___________________________________________________________________
 GR1507* NAD 83(1992)-  36 04 12.32462(N)    114 26 40.16003(W)     ADJUSTED  
 GR1507* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 GR1507  ___________________________________________________________________
 GR1507  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 GR1507  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1507  HORZ ORDER  -  THIRD
 GR1507
 GR1507.The horizontal coordinates were established by classical geodetic methods
 GR1507.and adjusted by the National Geodetic Survey in August 1993.
 GR1507
 GR1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1507
 GR1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1507
 GR1507.The geoid height was determined by GEOID03.
 GR1507
 GR1507;                    North         East     Units Scale Factor Converg.
 GR1507;SPC AZ W     -   562,531.272   150,801.473   MT  0.99998154   -0 24 32.1
 GR1507;SPC AZ W     - 1,845,575.04    494,755.49   iFT  0.99998154   -0 24 32.1
 GR1507;UTM  11      - 3,994,745.516   730,141.765   MT  1.00025267   +1 30 19.0
 GR1507
 GR1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1507!SPC AZ W     -   0.99994324  x   0.99998154  =   0.99992478
 GR1507!UTM  11      -   0.99994324  x   1.00025267  =   1.00019590
 GR1507
 GR1507:                Primary Azimuth Mark                     Grid Az
 GR1507:SPC AZ W     -  A 26                                     207 12 36.3
 GR1507:UTM  11      -  A 26                                     205 17 45.2
 GR1507
 GR1507|---------------------------------------------------------------------|
 GR1507| PID    Reference Object                     Distance      Geod. Az  |
 GR1507|                                                           dddmmss.s |
 GR1507| GR1506 A 26                                APPROX. 2.1 KM 2064804.2 |
 GR1507|---------------------------------------------------------------------|
 GR1507
 GR1507                          SUPERSEDED SURVEY CONTROL
 GR1507
 GR1507  NAD 83(1986)-  36 04 12.31360(N)    114 26 40.15216(W) AD(       ) 3
 GR1507  NGVD 29 (06/27/88)  389.0    (m)         1276.     (f) VERT ANG    3  
 GR1507
 GR1507.Superseded values are not recommended for survey control.
 GR1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1507.See file dsdata.txt to determine how the superseded data were derived.
 GR1507
 GR1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3014294746(NAD 83)
 GR1507_MARKER: DS = TRIANGULATION STATION DISK
 GR1507_SETTING: 66 = SET IN ROCK OUTCROP
 GR1507_SP_SET: SET IN ROCK OUTCROP
 GR1507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1507+STABILITY: POSITION/ELEVATION WELL
 GR1507
 GR1507  HISTORY     - Date     Condition        Report By
 GR1507  HISTORY     - 1948     MONUMENTED       USGS
 GR1507
 GR1507                          STATION DESCRIPTION
 GR1507
 GR1507'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1507'LOCATED ABOUT 5.4 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1507'ABOUT 2.6 MI S. OF MOST NORTHERLY POINT OF LAND FORMING WEST SIDE
 GR1507'OF DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ABOUT 300 FT. S.
 GR1507'OF NORTH END OF PROMINENT RIDGE, ABOUT 50 FT. ABOVE HIGH WATER
 GR1507'MARK.
 GR1507'
 GR1507'TO REACH NOT GIVEN.
 GR1507'
 GR1507'STATION MARK--STANDARD TABLET STAMPED---A26A 1948---, CEMENTED IN
 GR1507'TOP OF ROCK OUTCROP.
 GR1507'
 GR1507'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1508 ***********************************************************************
 GR1508  DESIGNATION -  A 26 B
 GR1508  PID         -  GR1508
 GR1508  STATE/COUNTY-  AZ/MOHAVE
 GR1508  USGS QUAD   -  BONELLI BAY (1983)
 GR1508
 GR1508                         *CURRENT SURVEY CONTROL
 GR1508  ___________________________________________________________________
 GR1508* NAD 83(1992)-  36 04 41.50086(N)    114 25 50.27528(W)     ADJUSTED  
 GR1508* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1508  ___________________________________________________________________
 GR1508  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GR1508  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1508  HORZ ORDER  -  THIRD
 GR1508
 GR1508.The horizontal coordinates were established by classical geodetic methods
 GR1508.and adjusted by the National Geodetic Survey in August 1993.
 GR1508
 GR1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1508
 GR1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1508
 GR1508.The geoid height was determined by GEOID03.
 GR1508
 GR1508;                    North         East     Units Scale Factor Converg.
 GR1508;SPC AZ W     -   563,421.692   152,055.988   MT  0.99997962   -0 24 03.0
 GR1508;SPC AZ W     - 1,848,496.36    498,871.35   iFT  0.99997962   -0 24 03.0
 GR1508;UTM  11      - 3,995,677.604   731,366.172   MT  1.00025963   +1 30 49.5
 GR1508
 GR1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1508!SPC AZ W     -   0.99994653  x   0.99997962  =   0.99992616
 GR1508!UTM  11      -   0.99994653  x   1.00025963  =   1.00020615
 GR1508
 GR1508:                Primary Azimuth Mark                     Grid Az
 GR1508:SPC AZ W     -  A 26                                     218 51 49.0
 GR1508:UTM  11      -  A 26                                     216 56 56.5
 GR1508
 GR1508|---------------------------------------------------------------------|
 GR1508| PID    Reference Object                     Distance      Geod. Az  |
 GR1508|                                                           dddmmss.s |
 GR1508| GR1506 A 26                                APPROX. 3.5 KM 2182746.0 |
 GR1508|---------------------------------------------------------------------|
 GR1508
 GR1508                          SUPERSEDED SURVEY CONTROL
 GR1508
 GR1508  NAD 83(1986)-  36 04 41.48982(N)    114 25 50.26768(W) AD(       ) 3
 GR1508  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1508
 GR1508.Superseded values are not recommended for survey control.
 GR1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1508.See file dsdata.txt to determine how the superseded data were derived.
 GR1508
 GR1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3136695678(NAD 83)
 GR1508_MARKER: DS = TRIANGULATION STATION DISK
 GR1508_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GR1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1508
 GR1508  HISTORY     - Date     Condition        Report By
 GR1508  HISTORY     - 1948     MONUMENTED       USGS
 GR1508
 GR1508                          STATION DESCRIPTION
 GR1508
 GR1508'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1508'LOCATED ABOUT 4.5 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1508'ABOUT 2.7 MI S. OF MOST NORTHERLY POINT OF LAND ON EAST SIDE OF
 GR1508'DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ABOUT 1500 FT. N.
 GR1508'OF HIGHEST POINT IN IMMEDIATE VICINITY, ABOUT 260 FT. S. OF HIGH
 GR1508'WATER MARK, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1508'
 GR1508'TO REACH NOT GIVEN.
 GR1508'
 GR1508'STATION MARK--STANDARD TABLET STAMPED---A26B 1948---, SET IN TOP OF
 GR1508'SMALL CONCRETE MONUMENT.
 GR1508'
 GR1508'RMS--NONE SET.
 GR1508'
 GR1508'NOTE--FAIRCHILD STATION DESIGNATED AS F110, 6.59 FT. WSW. OF
 GR1508'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1509 ***********************************************************************
 GR1509  DESIGNATION -  A 26 C
 GR1509  PID         -  GR1509
 GR1509  STATE/COUNTY-  AZ/MOHAVE
 GR1509  USGS QUAD   -  BONELLI BAY (1983)
 GR1509
 GR1509                         *CURRENT SURVEY CONTROL
 GR1509  ___________________________________________________________________
 GR1509* NAD 83(1992)-  36 05 52.53194(N)    114 25 41.12744(W)     ADJUSTED  
 GR1509* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GR1509  ___________________________________________________________________
 GR1509  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GR1509  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR1509  HORZ ORDER  -  THIRD
 GR1509
 GR1509.The horizontal coordinates were established by classical geodetic methods
 GR1509.and adjusted by the National Geodetic Survey in August 1993.
 GR1509
 GR1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1509
 GR1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1509
 GR1509.The geoid height was determined by GEOID03.
 GR1509
 GR1509;                    North         East     Units Scale Factor Converg.
 GR1509;SPC AZ W     -   565,609.343   152,300.125   MT  0.99997926   -0 23 58.3
 GR1509;SPC AZ W     - 1,855,673.70    499,672.33   iFT  0.99997926   -0 23 58.3
 GR1509;SPC NV E     - 8,150,153.105   304,023.759   MT  1.00003329   +0 40 50.5
 GR1509;SPC NV E     -26,739,293.98    997,451.28   sFT  1.00003329   +0 40 50.5
 GR1509;UTM  11      - 3,997,872.808   731,537.115   MT  1.00026060   +1 30 57.4
 GR1509
 GR1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1509!SPC AZ W     -   0.99994402  x   0.99997926  =   0.99992328
 GR1509!SPC NV E     -   0.99994402  x   1.00003329  =   0.99997731
 GR1509!UTM  11      -   0.99994402  x   1.00026060  =   1.00020460
 GR1509
 GR1509:                Primary Azimuth Mark                     Grid Az
 GR1509:SPC AZ W     -  A 26 B                                   186 22 04.2
 GR1509:SPC NV E     -  A 26 B                                   185 17 15.4
 GR1509:UTM  11      -  A 26 B                                   184 27 08.5
 GR1509
 GR1509|---------------------------------------------------------------------|
 GR1509| PID    Reference Object                     Distance      Geod. Az  |
 GR1509|                                                           dddmmss.s |
 GR1509| GR1508 A 26 B                              APPROX. 2.2 KM 1855805.9 |
 GR1509|---------------------------------------------------------------------|
 GR1509
 GR1509                          SUPERSEDED SURVEY CONTROL
 GR1509
 GR1509  NAD 83(1986)-  36 05 52.52068(N)    114 25 41.12006(W) AD(       ) 3
 GR1509  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG    3  
 GR1509
 GR1509.Superseded values are not recommended for survey control.
 GR1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1509.See file dsdata.txt to determine how the superseded data were derived.
 GR1509
 GR1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3153797873(NAD 83)
 GR1509_MARKER: DS = TRIANGULATION STATION DISK
 GR1509_SETTING: 80 = SET IN A BOULDER
 GR1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1509+STABILITY: SURFACE MOTION
 GR1509
 GR1509  HISTORY     - Date     Condition        Report By
 GR1509  HISTORY     - 1948     MONUMENTED       USGS
 GR1509
 GR1509                          STATION DESCRIPTION
 GR1509
 GR1509'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1509'LOCATED ABOUT 3.4 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1509'ABOUT 1.4 MI S. OF MOST NORTHERLY POINT OF LAND ON EAST SIDE OF
 GR1509'DETRITAL WASH.  ON EAST SIDE OF DETRITAL WASH, ON LONG, FLAT RIDGE
 GR1509'WHICH IS HIGHEST POINT IN IMMEDIATE VICINITY, ABOUT 30 FT. ABOVE
 GR1509'HIGH WATER MARK.
 GR1509'
 GR1509'TO REACH NOT GIVEN.
 GR1509'
 GR1509'STATION MARK--STANDARD TABLET STAMPED---A26C 1948---, CEMENTED IN
 GR1509'TOP OF ROCK SET IN PLACE.
 GR1509'
 GR1509'RMS--NONE SET.
 GR1509'
 GR1509'NOTE--FAIRCHILD STATION DESIGNATED AS F111, 6.82 FT. ESE. OF
 GR1509'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0181 ***********************************************************************
 CG0181  HT_MOD      -  This is a Height Modernization Survey Station.
 CG0181  DESIGNATION -  A 260
 CG0181  PID         -  CG0181
 CG0181  STATE/COUNTY-  AZ/COCHISE
 CG0181  USGS QUAD   -  HEREFORD (1983)
 CG0181
 CG0181                         *CURRENT SURVEY CONTROL
 CG0181  ___________________________________________________________________
 CG0181* NAD 83(2007)-  31 25 51.88975(N)    110 05 43.33485(W)     ADJUSTED  
 CG0181* NAVD 88     -      1282.14   (meters)    4206.5    (feet)  GPS OBS   
 CG0181  ___________________________________________________________________
 CG0181  EPOCH DATE  -        2007.00
 CG0181  X           -  -1,871,944.644 (meters)                     COMP
 CG0181  Y           -  -5,116,610.058 (meters)                     COMP
 CG0181  Z           -   3,307,423.080 (meters)                     COMP
 CG0181  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 CG0181  ELLIP HEIGHT-        1254.175 (meters)          (02/10/07) ADJUSTED
 CG0181  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG0181
 CG0181  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG0181  Type    PID    Designation                      North   East  Ellip
 CG0181  -------------------------------------------------------------------
 CG0181  NETWORK CG0181 A 260                             1.74   1.61   5.37
 CG0181  -------------------------------------------------------------------
 CG0181
 CG0181.The horizontal coordinates were established by GPS observations
 CG0181.and adjusted by the National Geodetic Survey in February 2007.
 CG0181
 CG0181.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0181.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0181.The horizontal coordinates are valid at the epoch date displayed above.
 CG0181.The epoch date for horizontal control is a decimal equivalence
 CG0181.of Year/Month/Day.
 CG0181
 CG0181.The orthometric height was determined by GPS observations and a
 CG0181.high-resolution geoid model.
 CG0181.The orthometric height was determined by GPS observations and a
 CG0181.high-resolution geoid model using precise GPS observation and
 CG0181.processing techniques.
 CG0181
 CG0181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0181
 CG0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0181
 CG0181.The ellipsoidal height was determined by GPS observations
 CG0181.and is referenced to NAD 83.
 CG0181
 CG0181.The geoid height was determined by GEOID03.
 CG0181
 CG0181;                    North         East     Units Scale Factor Converg.
 CG0181;SPC AZ E     -    47,792.683   220,137.560   MT  0.99990057   +0 02 13.8
 CG0181;SPC AZ E     -   156,800.14    722,236.09   iFT  0.99990057   +0 02 13.8
 CG0181;UTM  12      - 3,477,732.019   585,972.094   MT  0.99969116   +0 28 18.4
 CG0181
 CG0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0181!SPC AZ E     -   0.99980310  x   0.99990057  =   0.99970369
 CG0181!UTM  12      -   0.99980310  x   0.99969116  =   0.99949432
 CG0181
 CG0181                          SUPERSEDED SURVEY CONTROL
 CG0181
 CG0181  NAD 83(1992)-  31 25 51.88963(N)    110 05 43.33462(W) AD(       ) B
 CG0181  ELLIP H (08/22/05) 1254.173  (m)                       GP(       ) 4 2
 CG0181  NGVD 29 (??/??/92) 1281.006  (m)         4202.77   (f) ADJ UNCH    2 0
 CG0181
 CG0181.Superseded values are not recommended for survey control.
 CG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0181.See file dsdata.txt to determine how the superseded data were derived.
 CG0181
 CG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8597277732(NAD 83)
 CG0181_MARKER: DB = BENCH MARK DISK
 CG0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0181_SP_SET: FOUNDATION
 CG0181_STAMPING: A 260 1945
 CG0181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0181+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG0181
 CG0181  HISTORY     - Date     Condition        Report By
 CG0181  HISTORY     - 1945     MONUMENTED       CGS
 CG0181  HISTORY     - 20010422 GOOD             NGS
 CG0181  HISTORY     - 20040429 GOOD             AZ-003
 CG0181
 CG0181                          STATION DESCRIPTION
 CG0181
 CG0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0181'0.6 MI S FROM HEREFORD.
 CG0181'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0181'STATION AT HEREFORD, COCHISE COUNTY, 6 RAILS SOUTH OF A PRIVATE ROAD
 CG0181'CROSSING, 1-1/2 RAILS NORTH OF CULVERT 1069.58, AT BLOCK SIGNAL
 CG0181'1069.6, IN THE CENTER OF THE EAST SIDE OF THE CONCRETE FOUNDATION, 5.9
 CG0181'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL. A
 CG0181'STANDARD DISK, STAMPED A 260 1945.
 CG0181
 CG0181                          STATION RECOVERY (2001)
 CG0181
 CG0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0181'RAILROAD IS NOW THE SAN PEDRO AND SOUTHWESTERN.  RR STATION IS GONE.
 CG0181'SIGNALS HAVE BEEN REMOVED FROM FOUNDATION.
 CG0181
 CG0181                          STATION RECOVERY (2004)
 CG0181
 CG0181'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG0181'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0201 ***********************************************************************
 CZ0201  DESIGNATION -  A 261
 CZ0201  PID         -  CZ0201
 CZ0201  STATE/COUNTY-  AZ/PIMA
 CZ0201  USGS QUAD   -  TUCSON SW (1992)
 CZ0201
 CZ0201                         *CURRENT SURVEY CONTROL
 CZ0201  ___________________________________________________________________
 CZ0201* NAD 83(1986)-  32 07 27.     (N)    110 57 30.     (W)     SCALED    
 CZ0201* NAVD 88     -       779.988  (meters)    2559.01   (feet)  ADJUSTED  
 CZ0201  ___________________________________________________________________
 CZ0201  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0201  DYNAMIC HT  -         778.899 (meters)    2555.44  (feet)  COMP
 CZ0201  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 CZ0201
 CZ0201  VERT ORDER  -  FIRST     CLASS II
 CZ0201
 CZ0201.This mark is at Tucson Intl Airport (TUS)
 CZ0201
 CZ0201.The horizontal coordinates were scaled from a topographic map and have
 CZ0201.an estimated accuracy of +/- 6 seconds.
 CZ0201
 CZ0201.The orthometric height was determined by differential leveling
 CZ0201.and adjusted in June 1991.
 CZ0201
 CZ0201.The geoid height was determined by GEOID03.
 CZ0201
 CZ0201.The dynamic height is computed by dividing the NAVD 88
 CZ0201.geopotential number by the normal gravity value computed on the
 CZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0201.degrees latitude (g = 980.6199 gals.).
 CZ0201
 CZ0201.The modeled gravity was interpolated from observed gravity values.
 CZ0201
 CZ0201;                    North         East    Units  Estimated Accuracy
 CZ0201;SPC AZ C     -   125,040.      303,790.      MT  (+/- 180 meters Scaled)
 CZ0201
 CZ0201                          SUPERSEDED SURVEY CONTROL
 CZ0201
 CZ0201  NGVD 29 (??/??/92)  779.329  (m)         2556.85   (f) ADJ UNCH    1 2
 CZ0201
 CZ0201.Superseded values are not recommended for survey control.
 CZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0201.See file dsdata.txt to determine how the superseded data were derived.
 CZ0201
 CZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039542(NAD 83)
 CZ0201_MARKER: DB = BENCH MARK DISK
 CZ0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0201_SP_SET: COLUMN
 CZ0201_STAMPING: A 261 1945
 CZ0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0201
 CZ0201  HISTORY     - Date     Condition        Report By
 CZ0201  HISTORY     - 1945     MONUMENTED       CGS
 CZ0201  HISTORY     - 1953     GOOD             NGS
 CZ0201  HISTORY     - 1973     GOOD             NGS
 CZ0201  HISTORY     - 1980     GOOD             NGS
 CZ0201  HISTORY     - 19960513 GOOD             CHANCE
 CZ0201
 CZ0201                          STATION DESCRIPTION
 CZ0201
 CZ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0201'7.1 MI S FROM TUCSON.
 CZ0201'6.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0201'STATION AT TUCSON, THENCE 0.2 MILE EAST ALONG A PAVED ROAD AND A
 CZ0201'CONCRETE APRON TO HANGAR 1 OF TUCSON MUNICIPAL AIRPORT, SET VERTICALLY
 CZ0201'IN THE EAST FACE OF COLUMN D-1 OF THE HANGAR, 3.8 FEET BELOW THE FIRE
 CZ0201'ALARM BOX NO. 162, 1.7 FEET SOUTH OF THE SOUTH RAIL FOR THE ROLLING
 CZ0201'DOORS, DIRECTLY BELOW THE SECURITY OFFICE, AND 1.2 FEET ABOVE THE
 CZ0201'FLOOR.
 CZ0201
 CZ0201                          STATION RECOVERY (1973)
 CZ0201
 CZ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CZ0201'RECOVERED IN GOOD CONDITION.
 CZ0201
 CZ0201                          STATION RECOVERY (1980)
 CZ0201
 CZ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0201'10.9 KILOMETERS (6.8 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0201'RAILROAD FROM THE STATION AT TUCSON, THENCE 0.3 KILOMETER
 CZ0201'(0.2 MILE) EAST ALONG THE TUCSON AVIATION CENTER ENTRANCE
 CZ0201'ROAD TO HANGER ONE, SET VERTICALLY IN THE EAST FACE OF THE
 CZ0201'NORTHWEST CONCRETE FOUNDATION (COLUMN D-1) OF THE HANGER,
 CZ0201'1.15 METERS (3.8 FEET) BELOW FIRE ALARM BOX 162, 0.5 METER
 CZ0201'(1.7 FEET) SOUTH OF THE SOUTH RAIL FOR THE ROLLING DOORS,
 CZ0201'0.35 METER (1.2 FEET) ABOVE THE FLOOR.
 CZ0201
 CZ0201                          STATION RECOVERY (1996)
 CZ0201
 CZ0201'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CZ0201'RECOVERY NOTE BY CHANCE 1996  RECOVERED AS DESCRIBED AND IN GOOD
 CZ0201'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS  THE STATION IS
 CZ0201'LOCATED IN THE CITY OF TUCSON AT THE TUCSON INTERNATIONAL AIRPORT.
 CZ0201'OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY, RUBEN SALCIDO -
 CZ0201'MAINTENANCE SUPERINTENDENT, PHONE (602) 573-8171  TO REACH THE STATION
 CZ0201'FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND VALENCIA BOULEVARD
 CZ0201'(EXIT 95 ON INTERSTATE HIGHWAY 19) , GO EAST ON VALENCIA FOR 4.8 KM
 CZ0201'(3.00 MI) TO TUCSON BOULEVARD.  TURN RIGHT ON TUCSON BOULEVARD AND GO
 CZ0201'SOUTH FOR 0.8 KM (0.50 MI) TO ELVIRA ROAD. TURN RIGHT AND GO WEST ON
 CZ0201'ELVIRA ROAD FOR 0.65 KM (0.40 MI) TO THE TUCSON AIRPORT AUTHORITY
 CZ0201'MAINTENANCE DEPARTMENT AND ACCESS GATE.  GO EAST ALONG APRON TO HANGAR
 CZ0201'1 AND THE STATION SET VERTICALLY IN THE EAST FACE OF COLUMN D-1 OF THE
 CZ0201'HANGAR  THE STATION IS A BENCH MARK DISK SET VERTICALLY IN THE EAST
 CZ0201'FACE OF COLUMN D-1 OF HANGAR 1.  THE STATION IS LOCATED 1.2 M (3.9 FT)
 CZ0201'BELOW THE FIRE ALARM BOX 162, 0.5 M (1.6 FT) SOUTH OF THE SOUTH RAIL
 CZ0201'FOR THE ROLLINGS DOORS, AND 0.35 M (1.15 FT) ABOVE THE FLOOR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0580 ***********************************************************************
 CY0580  DESIGNATION -  A 262
 CY0580  PID         -  CY0580
 CY0580  STATE/COUNTY-  AZ/GRAHAM
 CY0580  USGS QUAD   -  SAFFORD (1985)
 CY0580
 CY0580                         *CURRENT SURVEY CONTROL
 CY0580  ___________________________________________________________________
 CY0580* NAD 83(1986)-  32 51 03.     (N)    109 38 13.     (W)     SCALED    
 CY0580* NAVD 88     -       963.880  (meters)    3162.33   (feet)  ADJUSTED  
 CY0580  ___________________________________________________________________
 CY0580  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY0580  DYNAMIC HT  -         962.532 (meters)    3157.91  (feet)  COMP
 CY0580  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 CY0580
 CY0580  VERT ORDER  -  SECOND    CLASS 0
 CY0580
 CY0580.The horizontal coordinates were scaled from a topographic map and have
 CY0580.an estimated accuracy of +/- 6 seconds.
 CY0580
 CY0580.The orthometric height was determined by differential leveling
 CY0580.and adjusted in June 1991.
 CY0580
 CY0580.The geoid height was determined by GEOID03.
 CY0580
 CY0580.The dynamic height is computed by dividing the NAVD 88
 CY0580.geopotential number by the normal gravity value computed on the
 CY0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0580.degrees latitude (g = 980.6199 gals.).
 CY0580
 CY0580.The modeled gravity was interpolated from observed gravity values.
 CY0580
 CY0580;                    North         East    Units  Estimated Accuracy
 CY0580;SPC AZ E     -   205,330.      262,940.      MT  (+/- 180 meters Scaled)
 CY0580
 CY0580                          SUPERSEDED SURVEY CONTROL
 CY0580
 CY0580  NGVD 29 (??/??/92)  963.290  (m)         3160.39   (f) ADJ UNCH    2 0
 CY0580
 CY0580.Superseded values are not recommended for survey control.
 CY0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0580.See file dsdata.txt to determine how the superseded data were derived.
 CY0580
 CY0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB275355(NAD 83)
 CY0580_MARKER: DB = BENCH MARK DISK
 CY0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0580_SP_SET: BASE
 CY0580_STAMPING: A 262 1945
 CY0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0580
 CY0580  HISTORY     - Date     Condition        Report By
 CY0580  HISTORY     - 1945     MONUMENTED       CGS
 CY0580
 CY0580                          STATION DESCRIPTION
 CY0580
 CY0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0580'IN SAFFORD AIRPORT.
 CY0580'AT THE SAFFORD AIRPORT, AT THE HANGAR, IN THE SOUTHWEST END OF THE
 CY0580'CONCRETE BASE OF THE SOUTHEAST HANGAR DOORS, 3 FEET NORTHEAST OF THE
 CY0580'SOUTHWEST END OF BASE, 2.2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 CY0580'HANGAR.  BRONZE BENCH MARK DISK AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1065 ***********************************************************************
 DV1065  DESIGNATION -  A 263
 DV1065  PID         -  DV1065
 DV1065  STATE/COUNTY-  AZ/MARICOPA
 DV1065  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1065
 DV1065                         *CURRENT SURVEY CONTROL
 DV1065  ___________________________________________________________________
 DV1065* NAD 83(1986)-  33 29 37.     (N)    113 03 27.     (W)     SCALED    
 DV1065* NAVD 88     -       370.668  (meters)    1216.10   (feet)  ADJUSTED  
 DV1065  ___________________________________________________________________
 DV1065  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1065  DYNAMIC HT  -         370.243 (meters)    1214.71  (feet)  COMP
 DV1065  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DV1065
 DV1065  VERT ORDER  -  FIRST     CLASS II
 DV1065
 DV1065.The horizontal coordinates were scaled from a topographic map and have
 DV1065.an estimated accuracy of +/- 6 seconds.
 DV1065
 DV1065.The orthometric height was determined by differential leveling
 DV1065.and adjusted in June 1991.
 DV1065
 DV1065.The geoid height was determined by GEOID03.
 DV1065
 DV1065.The dynamic height is computed by dividing the NAVD 88
 DV1065.geopotential number by the normal gravity value computed on the
 DV1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1065.degrees latitude (g = 980.6199 gals.).
 DV1065
 DV1065.The modeled gravity was interpolated from observed gravity values.
 DV1065
 DV1065;                    North         East    Units  Estimated Accuracy
 DV1065;SPC AZ C     -   277,070.      107,350.      MT  (+/- 180 meters Scaled)
 DV1065
 DV1065                          SUPERSEDED SURVEY CONTROL
 DV1065
 DV1065  NGVD 29 (??/??/92)  370.023  (m)         1213.98   (f) ADJ UNCH    1 2
 DV1065
 DV1065.Superseded values are not recommended for survey control.
 DV1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1065.See file dsdata.txt to determine how the superseded data were derived.
 DV1065
 DV1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC088079(NAD 83)
 DV1065_MARKER: DB = BENCH MARK DISK
 DV1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1065_STAMPING: A 263 1947
 DV1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1065+STABILITY: SURFACE MOTION
 DV1065
 DV1065  HISTORY     - Date     Condition        Report By
 DV1065  HISTORY     - 1947     MONUMENTED       CGS
 DV1065  HISTORY     - 1967     GOOD             NGS
 DV1065  HISTORY     - 1981     GOOD             NGS
 DV1065
 DV1065                          STATION DESCRIPTION
 DV1065
 DV1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1065'6.85 MI W FROM TONOPAH.
 DV1065'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1065'TONOPAH, IN SECTION 26, T 2 N, R 8 W, AT THE JUNCTION OF INDIAN SCHOOL
 DV1065'ROAD AND THE BUCKEYE-SALOME ROAD, 52 1/2 FEET SOUTH OF THE CENTER LINE
 DV1065'OF INDIAN SCHOOL ROAD, 75 FEET NORTHEAST OF THE CENTER LINE OF THE
 DV1065'BUCKEYE-SALOME ROAD, 2.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DV1065'2 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 DV1065'POST PROJECTING 2 INCHES.
 DV1065
 DV1065                          STATION RECOVERY (1981)
 DV1065
 DV1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0723 ***********************************************************************
 DV0723  DESIGNATION -  A 264
 DV0723  PID         -  DV0723
 DV0723  STATE/COUNTY-  AZ/MARICOPA
 DV0723  USGS QUAD   -  BUCKEYE NW (1982)
 DV0723
 DV0723                         *CURRENT SURVEY CONTROL
 DV0723  ___________________________________________________________________
 DV0723* NAD 83(1986)-  33 27 40.     (N)    112 40 16.     (W)     SCALED    
 DV0723* NAVD 88     -       349.915  (meters)    1148.01   (feet)  ADJUSTED  
 DV0723  ___________________________________________________________________
 DV0723  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DV0723  DYNAMIC HT  -         349.512 (meters)    1146.69  (feet)  COMP
 DV0723  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV0723
 DV0723  VERT ORDER  -  FIRST     CLASS II
 DV0723
 DV0723.The horizontal coordinates were scaled from a topographic map and have
 DV0723.an estimated accuracy of +/- 6 seconds.
 DV0723
 DV0723.The orthometric height was determined by differential leveling
 DV0723.and adjusted in June 1991.
 DV0723
 DV0723.The geoid height was determined by GEOID03.
 DV0723
 DV0723.The dynamic height is computed by dividing the NAVD 88
 DV0723.geopotential number by the normal gravity value computed on the
 DV0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0723.degrees latitude (g = 980.6199 gals.).
 DV0723
 DV0723.The modeled gravity was interpolated from observed gravity values.
 DV0723
 DV0723;                    North         East    Units  Estimated Accuracy
 DV0723;SPC AZ C     -   273,140.      143,230.      MT  (+/- 180 meters Scaled)
 DV0723
 DV0723                          SUPERSEDED SURVEY CONTROL
 DV0723
 DV0723  NGVD 29 (??/??/92)  349.272  (m)         1145.90   (f) ADJ UNCH    1 2
 DV0723
 DV0723.Superseded values are not recommended for survey control.
 DV0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0723.See file dsdata.txt to determine how the superseded data were derived.
 DV0723
 DV0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC447036(NAD 83)
 DV0723_MARKER: DB = BENCH MARK DISK
 DV0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0723_STAMPING: A 264 1947
 DV0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0723+STABILITY: SURFACE MOTION
 DV0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0723+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 DV0723
 DV0723  HISTORY     - Date     Condition        Report By
 DV0723  HISTORY     - 1947     MONUMENTED       CGS
 DV0723  HISTORY     - 1967     GOOD             NGS
 DV0723  HISTORY     - 1981     GOOD             NGS
 DV0723  HISTORY     - 20010416 POOR             MCDOT
 DV0723  HISTORY     - 20080407 GOOD             GEOCAC
 DV0723
 DV0723                          STATION DESCRIPTION
 DV0723
 DV0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0723'9.05 MI NW FROM BUCKEYE.
 DV0723'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0723'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 4.95 MILES
 DV0723'NORTHWEST ALONG YUMA ROAD, IN S 4, T 1 N, R 4 W, 1.0 MILE WEST OF THE
 DV0723'CROSSING OF THE ROAD AND A POWER LINE, 40 FEET SOUTH OF THE CENTER
 DV0723'LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A 4- BY 4-INCH WOODEN WITNESS
 DV0723'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DV0723'A CONCRETE POST PROJECTING 6 INCHES.
 DV0723
 DV0723                          STATION RECOVERY (1981)
 DV0723
 DV0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0723'RECOVERED IN GOOD CONDITION.
 DV0723
 DV0723                          STATION RECOVERY (2001)
 DV0723
 DV0723'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0723'BASE OF MON. IS EXPOSED ON 3 SIDES AND AT EDGE OF GRADED RD. APPEARS
 DV0723'SOLID BUT DEPTH OF BASE IS UNKNOWN.
 DV0723' FROM JUNCT. OF MCDOWELL + PALO VERDE RDS. GO .2 MILES E THENCE .2
 DV0723'MILES S TO TONOPAH HWY. THENCE .1 MILES E TO BM A264
 DV0723'USC+G BC SET IN CONC. PEDESTAL BASE IS USC+G BC SET IN CONC. PEDESTAL,
 DV0723'BASE IS EXPOSED, BUT APPEARS SOLID
 DV0723' 
 DV0723' 
 DV0723' 
 DV0723' 
 DV0723' 
 DV0723' 
 DV0723
 DV0723                          STATION RECOVERY (2008)
 DV0723
 DV0723'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0555 ***********************************************************************
 DV0555  DESIGNATION -  A 265
 DV0555  PID         -  DV0555
 DV0555  STATE/COUNTY-  AZ/MARICOPA
 DV0555  USGS QUAD   -  PERRYVILLE (1982)
 DV0555
 DV0555                         *CURRENT SURVEY CONTROL
 DV0555  ___________________________________________________________________
 DV0555* NAD 83(1986)-  33 26 46.     (N)    112 27 41.     (W)     SCALED    
 DV0555* NAVD 88     -       307.17   (+/-2cm)    1007.8    (feet)  VERTCON   
 DV0555  ___________________________________________________________________
 DV0555  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0555  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0555
 DV0555.The horizontal coordinates were scaled from a topographic map and have
 DV0555.an estimated accuracy of +/- 6 seconds.
 DV0555
 DV0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0555.The vertical order pertains to the NGVD 29 superseded value.
 DV0555
 DV0555.The geoid height was determined by GEOID03.
 DV0555
 DV0555;                    North         East    Units  Estimated Accuracy
 DV0555;SPC AZ C     -   271,360.      162,720.      MT  (+/- 180 meters Scaled)
 DV0555
 DV0555                          SUPERSEDED SURVEY CONTROL
 DV0555
 DV0555  NGVD 29 (??/??/92)  306.536  (m)         1005.69   (f) ADJ UNCH    1 2
 DV0555
 DV0555.Superseded values are not recommended for survey control.
 DV0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0555.See file dsdata.txt to determine how the superseded data were derived.
 DV0555
 DV0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641017(NAD 83)
 DV0555_MARKER: DB = BENCH MARK DISK
 DV0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0555_SP_SET: CULVERT
 DV0555_STAMPING: A 265 1948
 DV0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0555
 DV0555  HISTORY     - Date     Condition        Report By
 DV0555  HISTORY     - 1948     MONUMENTED       CGS
 DV0555  HISTORY     - 1967     GOOD             NGS
 DV0555  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0555
 DV0555                          STATION DESCRIPTION
 DV0555
 DV0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0555'6.7 MI NW FROM GOODYEAR.
 DV0555'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0555'THENCE 0.7 MILE NORTH ALONG PERRYVILLE ROAD, IN S 10, T 1 N, R 2 W, AT
 DV0555'A CROSSING OF PERRYVILLE ROAD AND THE ROOSEVELT IRRIGATION DISTRICT
 DV0555'CANAL, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 DV0555'THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A LARGE CULVERT UNDER
 DV0555'THE ROAD, 63 FEET NORTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER
 DV0555'POST FOR A CHAIN LINK FENCE WHICH ENCLOSES AN IRRIGATION PUMP, AND
 DV0555'ABOUT 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 DV0555
 DV0555                          STATION RECOVERY (1981)
 DV0555
 DV0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0555'BELIEVED DESTROYED BY CONSTRUCTION OF A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0024 ***********************************************************************
 DV0024  DESIGNATION -  A 268
 DV0024  PID         -  DV0024
 DV0024  STATE/COUNTY-  AZ/MARICOPA
 DV0024  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0024
 DV0024                         *CURRENT SURVEY CONTROL
 DV0024  ___________________________________________________________________
 DV0024* NAD 83(1986)-  33 35 48.     (N)    112 02 07.     (W)     SCALED    
 DV0024* NAVD 88     -       441.33   (+/-2cm)    1447.9    (feet)  VERTCON   
 DV0024  ___________________________________________________________________
 DV0024  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV0024  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0024
 DV0024.The horizontal coordinates were scaled from a topographic map and have
 DV0024.an estimated accuracy of +/- 6 seconds.
 DV0024
 DV0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0024.The vertical order pertains to the NGVD 29 superseded value.
 DV0024
 DV0024.The geoid height was determined by GEOID03.
 DV0024
 DV0024;                    North         East    Units  Estimated Accuracy
 DV0024;SPC AZ C     -   287,930.      202,350.      MT  (+/- 180 meters Scaled)
 DV0024
 DV0024                          SUPERSEDED SURVEY CONTROL
 DV0024
 DV0024  NGVD 29 (??/??/92)  440.780  (m)         1446.13   (f) ADJ UNCH    1 2
 DV0024
 DV0024.Superseded values are not recommended for survey control.
 DV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0024.See file dsdata.txt to determine how the superseded data were derived.
 DV0024
 DV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC039179(NAD 83)
 DV0024_MARKER: DB = BENCH MARK DISK
 DV0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0024_STAMPING: A 268 1948
 DV0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0024+STABILITY: SURFACE MOTION
 DV0024
 DV0024  HISTORY     - Date     Condition        Report By
 DV0024  HISTORY     - 1948     MONUMENTED       CGS
 DV0024  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV0024  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DV0024
 DV0024                          STATION DESCRIPTION
 DV0024
 DV0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0024'IN CACTUS.
 DV0024'AT CACTUS, AT THE NORTH PHOENIX AIRPORT, ABOUT 0.15 MILE EAST OF THE
 DV0024'CACTUS POST OFFICE, AT THE SOUTH EDGE OF THE AIRPORT, 48.7 FEET NORTH
 DV0024'OF THE CENTER LINE OF A GRAVEL ROAD PARALLELLING THE SOUTH SIDE OF THE
 DV0024'AIRPORT, 18.5 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH
 DV0024'TO THE AIRPORT, 4.3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 DV0024'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DV0024'INCHES.  NOTE-- THIS AIRPORT IS NO LONGER IN EXISTENCE, AND
 DV0024'CONSIDERABLE RESIDENTIAL BUILDING HAS BEEN DONE IN THE AREA. MARK WAS
 DV0024'PROBABLY DESTROYED DURING CONSTRUCTION.
 DV0024
 DV0024                          STATION RECOVERY (1963)
 DV0024
 DV0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV0024'MARK NOT FOUND.
 DV0024
 DV0024                          STATION RECOVERY (2008)
 DV0024
 DV0024'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0024'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0024'MARK. THE SCALED CO-ORDINATES POINT TO THE EASTBOUND LANES OF CACTUS
 DV0024'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1073 ***********************************************************************
 DU1073  DESIGNATION -  A 269
 DU1073  PID         -  DU1073
 DU1073  STATE/COUNTY-  AZ/MARICOPA
 DU1073  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1073
 DU1073                         *CURRENT SURVEY CONTROL
 DU1073  ___________________________________________________________________
 DU1073* NAD 83(1986)-  33 30 29.     (N)    111 43 52.     (W)     SCALED    
 DU1073* NAVD 88     -       398.245  (meters)    1306.58   (feet)  READJUSTED
 DU1073  ___________________________________________________________________
 DU1073  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1073  DYNAMIC HT  -         397.770 (meters)    1305.02  (feet)  COMP
 DU1073  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1073
 DU1073  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1073
 DU1073.The horizontal coordinates were scaled from a topographic map and have
 DU1073.an estimated accuracy of +/- 6 seconds.
 DU1073
 DU1073.The orthometric height was determined by differential leveling
 DU1073.and adjusted in April 1999.
 DU1073.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1073.distribution rate of 0.0 thru 1.0 mm/km.
 DU1073.The height was derived from older observations constrained to new
 DU1073.heights in a crustal motion area.  The height is approximate in
 DU1073.relation to other heights in its vicinity.
 DU1073
 DU1073.The geoid height was determined by GEOID03.
 DU1073
 DU1073.The dynamic height is computed by dividing the NAVD 88
 DU1073.geopotential number by the normal gravity value computed on the
 DU1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1073.degrees latitude (g = 980.6199 gals.).
 DU1073
 DU1073.The modeled gravity was interpolated from observed gravity values.
 DU1073
 DU1073;                    North         East    Units  Estimated Accuracy
 DU1073;SPC AZ C     -   278,110.      230,600.      MT  (+/- 180 meters Scaled)
 DU1073
 DU1073                          SUPERSEDED SURVEY CONTROL
 DU1073
 DU1073  NAVD 88 (06/15/91)  398.258  (m)         1306.62   (f) UNKNOWN     1 2
 DU1073  NGVD 29 (??/??/92)  397.677  (m)         1304.71   (f) ADJ UNCH    1 2
 DU1073
 DU1073.Superseded values are not recommended for survey control.
 DU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1073.See file dsdata.txt to determine how the superseded data were derived.
 DU1073
 DU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC320078(NAD 83)
 DU1073_MARKER: DB = BENCH MARK DISK
 DU1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1073_SP_SET: STRUCTURE
 DU1073_STAMPING: A 269 1948
 DU1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1073+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1073
 DU1073  HISTORY     - Date     Condition        Report By
 DU1073  HISTORY     - 1948     MONUMENTED       CGS
 DU1073  HISTORY     - 1967     GOOD             NGS
 DU1073  HISTORY     - 1980     GOOD             NGS
 DU1073  HISTORY     - 20080419 GOOD             GEOCAC
 DU1073
 DU1073                          STATION DESCRIPTION
 DU1073
 DU1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1073'10.8 MI N FROM BUCKHORN.
 DU1073'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS, 70, 80 AND 89 FROM THE POST
 DU1073'OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY, THENCE
 DU1073'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH ALONG A
 DU1073'GRAVELED ROAD, THENCE 2.1 MILES WEST ALONG A DIRT ROAD WHICH PARALLELS
 DU1073'THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 22, T 2 N, R 6 E, 19
 DU1073'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST
 DU1073'END OF A CONCRETE STRUCTURE THAT SUPPORTS A FLOODGATE, 1 1/2 FEET EAST
 DU1073'OF A THREADED METAL SHAFT WHICH IS USED IN THE CONTROL OF THE
 DU1073'FLOODGATE, AND ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD.
 DU1073
 DU1073                          STATION RECOVERY (1980)
 DU1073
 DU1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1073'RECOVERED IN GOOD CONDITION.
 DU1073
 DU1073                          STATION RECOVERY (2008)
 DU1073
 DU1073'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1073'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1073'30.484' W111 43.865'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0457 ***********************************************************************
 ET0457  DESIGNATION -  A 27
 ET0457  PID         -  ET0457
 ET0457  STATE/COUNTY-  AZ/YAVAPAI
 ET0457  USGS QUAD   -  IRON SPRINGS (1979)
 ET0457
 ET0457                         *CURRENT SURVEY CONTROL
 ET0457  ___________________________________________________________________
 ET0457* NAD 83(1986)-  34 35 49.     (N)    112 35 52.     (W)     SCALED    
 ET0457* NAVD 88     -      1708.395  (meters)    5604.96   (feet)  POSTED    
 ET0457  ___________________________________________________________________
 ET0457  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 ET0457  DYNAMIC HT  -        1706.070 (meters)    5597.33  (feet)  COMP
 ET0457  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 ET0457
 ET0457  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0457
 ET0457.The horizontal coordinates were scaled from a topographic map and have
 ET0457.an estimated accuracy of +/- 6 seconds.
 ET0457
 ET0457.The orthometric height was determined by differential leveling
 ET0457.and adjusted in November 2005.
 ET0457.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0457.rate of 1.1 thru 2.0 mm/km.
 ET0457
 ET0457.The geoid height was determined by GEOID03.
 ET0457
 ET0457.The dynamic height is computed by dividing the NAVD 88
 ET0457.geopotential number by the normal gravity value computed on the
 ET0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0457.degrees latitude (g = 980.6199 gals.).
 ET0457
 ET0457.The modeled gravity was interpolated from observed gravity values.
 ET0457
 ET0457;                    North         East    Units  Estimated Accuracy
 ET0457;SPC AZ C     -   399,080.      150,890.      MT  (+/- 180 meters Scaled)
 ET0457
 ET0457                          SUPERSEDED SURVEY CONTROL
 ET0457
 ET0457  NGVD 29 (??/??/92) 1707.534  (m)         5602.13   (f) ADJ UNCH    1 2
 ET0457
 ET0457.Superseded values are not recommended for survey control.
 ET0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0457.See file dsdata.txt to determine how the superseded data were derived.
 ET0457
 ET0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD534295(NAD 83)
 ET0457_MARKER: DB = BENCH MARK DISK
 ET0457_SETTING: 80 = SET IN A BOULDER
 ET0457_SP_SET: BOULDER
 ET0457_STAMPING: A 27 1933
 ET0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0457+STABILITY: SURFACE MOTION
 ET0457
 ET0457  HISTORY     - Date     Condition        Report By
 ET0457  HISTORY     - 1933     MONUMENTED       CGS
 ET0457  HISTORY     - 1974     GOOD             USGS
 ET0457
 ET0457                          STATION DESCRIPTION
 ET0457
 ET0457'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0457'2.4 MI NW FROM IRON SPRINGS.
 ET0457'2.4 MILES NORTHWEST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0457'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, IN TOP OF A LARGE
 ET0457'BOULDER, 55 FT. NORTHEAST OF CENTER OF RR GRADE OPPOSITE AND 9 FT
 ET0457'HIGHER.  THE ONLY INDICATION OF DOCE SPUR AT THIS LOCATION IS A
 ET0457'WIDENING OF THE RR GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1510 ***********************************************************************
 GR1510  DESIGNATION -  A 27
 GR1510  PID         -  GR1510
 GR1510  STATE/COUNTY-  AZ/MOHAVE
 GR1510  USGS QUAD   -  BONELLI BAY (1983)
 GR1510
 GR1510                         *CURRENT SURVEY CONTROL
 GR1510  ___________________________________________________________________
 GR1510* NAD 83(1992)-  36 06 52.18515(N)    114 26 03.12374(W)     ADJUSTED  
 GR1510* NAVD 88     -       359.6    (meters)    1180.     (feet)  VERTCON   
 GR1510  ___________________________________________________________________
 GR1510  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GR1510  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1510  HORZ ORDER  -  THIRD
 GR1510
 GR1510.The horizontal coordinates were established by classical geodetic methods
 GR1510.and adjusted by the National Geodetic Survey in August 1993.
 GR1510
 GR1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1510
 GR1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1510
 GR1510.The geoid height was determined by GEOID03.
 GR1510
 GR1510;                    North         East     Units Scale Factor Converg.
 GR1510;SPC AZ W     -   567,451.776   151,762.863   MT  0.99998007   -0 24 11.8
 GR1510;SPC AZ W     - 1,861,718.43    497,909.66   iFT  0.99998007   -0 24 11.8
 GR1510;SPC NV E     - 8,151,985.176   303,451.821   MT  1.00003183   +0 40 38.5
 GR1510;SPC NV E     -26,745,304.70    995,574.85   sFT  1.00003183   +0 40 38.5
 GR1510;UTM  11      - 3,999,696.758   730,938.390   MT  1.00025719   +1 30 46.6
 GR1510
 GR1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1510!SPC AZ W     -   0.99994794  x   0.99998007  =   0.99992801
 GR1510!SPC NV E     -   0.99994794  x   1.00003183  =   0.99997977
 GR1510!UTM  11      -   0.99994794  x   1.00025719  =   1.00020512
 GR1510
 GR1510:                Primary Azimuth Mark                     Grid Az
 GR1510:SPC AZ W     -  A 25 A                                   246 06 45.1
 GR1510:SPC NV E     -  A 25 A                                   245 01 54.8
 GR1510:UTM  11      -  A 25 A                                   244 11 46.7
 GR1510
 GR1510|---------------------------------------------------------------------|
 GR1510| PID    Reference Object                     Distance      Geod. Az  |
 GR1510|                                                           dddmmss.s |
 GR1510| GR1499 A 25 A                              APPROX. 1.8 KM 2454233.3 |
 GR1510|---------------------------------------------------------------------|
 GR1510
 GR1510                          SUPERSEDED SURVEY CONTROL
 GR1510
 GR1510  NAD 83(1986)-  36 06 52.17364(N)    114 26 03.11644(W) AD(       ) 3
 GR1510  NGVD 29 (06/27/88)  359.0    (m)         1178.     (f) VERT ANG    3  
 GR1510
 GR1510.Superseded values are not recommended for survey control.
 GR1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1510.See file dsdata.txt to determine how the superseded data were derived.
 GR1510
 GR1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3093899697(NAD 83)
 GR1510_MARKER: DS = TRIANGULATION STATION DISK
 GR1510_SETTING: 66 = SET IN ROCK OUTCROP
 GR1510_SP_SET: SET IN BEDROCK
 GR1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1510+STABILITY: POSITION/ELEVATION WELL
 GR1510
 GR1510  HISTORY     - Date     Condition        Report By
 GR1510  HISTORY     - 1948     MONUMENTED       USGS
 GR1510
 GR1510                          STATION DESCRIPTION
 GR1510
 GR1510'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1510'LOCATED ABOUT 3.3 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1510'ISLAND (AT THIS LAKE LEVEL - 1160 FT.), ABOUT 200 YARDS NW. OF
 GR1510'NORTH END OF LOW, FLAT RIDGE WHICH FORMS EAST SIDE OF DETRITAL
 GR1510'WASH.  ELEVATION OF TOP OF ISLAND IS ABOUT 1180 FT.
 GR1510'
 GR1510'TO REACH NOT GIVEN.
 GR1510'
 GR1510'STATION MARK--STANDARD TABLET STAMPED---A27 1948---, CEMENTED IN
 GR1510'BEDROCK.
 GR1510'
 GR1510'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1511 ***********************************************************************
 GR1511  DESIGNATION -  A 27 A
 GR1511  PID         -  GR1511
 GR1511  STATE/COUNTY-  AZ/MOHAVE
 GR1511  USGS QUAD   -  BONELLI BAY (1983)
 GR1511
 GR1511                         *CURRENT SURVEY CONTROL
 GR1511  ___________________________________________________________________
 GR1511* NAD 83(1992)-  36 06 44.22910(N)    114 24 58.87459(W)     ADJUSTED  
 GR1511* NAVD 88     -       387.6    (meters)    1272.     (feet)  VERTCON   
 GR1511  ___________________________________________________________________
 GR1511  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 GR1511  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1511  HORZ ORDER  -  THIRD
 GR1511
 GR1511.The horizontal coordinates were established by classical geodetic methods
 GR1511.and adjusted by the National Geodetic Survey in August 1993.
 GR1511
 GR1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1511
 GR1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1511
 GR1511.The geoid height was determined by GEOID03.
 GR1511
 GR1511;                    North         East     Units Scale Factor Converg.
 GR1511;SPC AZ W     -   567,195.399   153,367.930   MT  0.99997766   -0 23 33.9
 GR1511;SPC AZ W     - 1,860,877.29    503,175.62   iFT  0.99997766   -0 23 33.9
 GR1511;SPC NV E     - 8,151,759.103   305,061.526   MT  1.00003596   +0 41 16.2
 GR1511;SPC NV E     -26,744,562.99  1,000,856.02   sFT  1.00003596   +0 41 16.2
 GR1511;UTM  11      - 3,999,494.137   732,551.589   MT  1.00026640   +1 31 24.3
 GR1511
 GR1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1511!SPC AZ W     -   0.99994354  x   0.99997766  =   0.99992120
 GR1511!SPC NV E     -   0.99994354  x   1.00003596  =   0.99997950
 GR1511!UTM  11      -   0.99994354  x   1.00026640  =   1.00020993
 GR1511
 GR1511                          SUPERSEDED SURVEY CONTROL
 GR1511
 GR1511  NAD 83(1986)-  36 06 44.21776(N)    114 24 58.86762(W) AD(       ) 3
 GR1511  NGVD 29 (06/27/88)  387.0    (m)         1270.     (f) VERT ANG    3  
 GR1511
 GR1511.Superseded values are not recommended for survey control.
 GR1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1511.See file dsdata.txt to determine how the superseded data were derived.
 GR1511
 GR1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3255299494(NAD 83)
 GR1511_MARKER: DS = TRIANGULATION STATION DISK
 GR1511_SETTING: 80 = SET IN A BOULDER
 GR1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1511+STABILITY: SURFACE MOTION
 GR1511
 GR1511  HISTORY     - Date     Condition        Report By
 GR1511  HISTORY     - 1948     MONUMENTED       USGS
 GR1511
 GR1511                          STATION DESCRIPTION
 GR1511
 GR1511'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1511'NOT OCCUPIED.
 GR1511'
 GR1511'LOCATED ABOUT 2.4 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  AT
 GR1511'NORTH END OF LONG, PROMINENT RIDGE, ABOUT 20 FT. ABOVE HIGH WATER
 GR1511'MARK.
 GR1511'
 GR1511'STATION MARK--STANDARD TABLET STAMPED---A27A 1948---, CEMENTED IN
 GR1511'TOP OF ROCK SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1512 ***********************************************************************
 GR1512  DESIGNATION -  A 27 B
 GR1512  PID         -  GR1512
 GR1512  STATE/COUNTY-  AZ/MOHAVE
 GR1512  USGS QUAD   -  BONELLI BAY (1983)
 GR1512
 GR1512                         *CURRENT SURVEY CONTROL
 GR1512  ___________________________________________________________________
 GR1512* NAD 83(1992)-  36 07 02.06516(N)    114 24 06.45422(W)     ADJUSTED  
 GR1512* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1512  ___________________________________________________________________
 GR1512  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 GR1512  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1512  HORZ ORDER  -  THIRD
 GR1512
 GR1512.The horizontal coordinates were established by classical geodetic methods
 GR1512.and adjusted by the National Geodetic Survey in August 1993.
 GR1512
 GR1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1512
 GR1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1512
 GR1512.The geoid height was determined by GEOID03.
 GR1512
 GR1512;                    North         East     Units Scale Factor Converg.
 GR1512;SPC AZ W     -   567,736.238   154,682.585   MT  0.99997574   -0 23 03.1
 GR1512;SPC AZ W     - 1,862,651.70    507,488.80   iFT  0.99997574   -0 23 03.1
 GR1512;SPC NV E     - 8,152,324.675   306,365.826   MT  1.00003936   +0 41 47.4
 GR1512;SPC NV E     -26,746,418.54  1,005,135.21   sFT  1.00003936   +0 41 47.4
 GR1512;UTM  11      - 4,000,078.806   733,847.803   MT  1.00027385   +1 31 55.8
 GR1512
 GR1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1512!SPC AZ W     -   0.99994652  x   0.99997574  =   0.99992226
 GR1512!SPC NV E     -   0.99994652  x   1.00003936  =   0.99998587
 GR1512!UTM  11      -   0.99994652  x   1.00027385  =   1.00022035
 GR1512
 GR1512                          SUPERSEDED SURVEY CONTROL
 GR1512
 GR1512  NAD 83(1986)-  36 07 02.05379(N)    114 24 06.44759(W) AD(       ) 3
 GR1512  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1512
 GR1512.Superseded values are not recommended for survey control.
 GR1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1512.See file dsdata.txt to determine how the superseded data were derived.
 GR1512
 GR1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3384800079(NAD 83)
 GR1512_MARKER: DS = TRIANGULATION STATION DISK
 GR1512_SETTING: 80 = SET IN A BOULDER
 GR1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1512+STABILITY: SURFACE MOTION
 GR1512
 GR1512  HISTORY     - Date     Condition        Report By
 GR1512  HISTORY     - 1948     MONUMENTED       USGS
 GR1512
 GR1512                          STATION DESCRIPTION
 GR1512
 GR1512'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1512'NOT OCCUPIED.
 GR1512'
 GR1512'LOCATED ABOUT 1.7 MI SW. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1512'PROMINENT, LIGHT-COLORED TOP AT END OF RIDGE, ABOUT 40 FT. ABOVE
 GR1512'HIGH WATER MARK.
 GR1512'
 GR1512'STATION MARK--STANDARD TABLET STAMPED---A27B 1948---, CEMENTED IN
 GR1512'TOP OF ROCK SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0435 ***********************************************************************
 DU0435  DESIGNATION -  A 270
 DU0435  PID         -  DU0435
 DU0435  STATE/COUNTY-  AZ/MARICOPA
 DU0435  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0435
 DU0435                         *CURRENT SURVEY CONTROL
 DU0435  ___________________________________________________________________
 DU0435* NAD 83(1986)-  33 31 59.     (N)    111 25 27.     (W)     SCALED    
 DU0435* NAVD 88     -       509.345  (meters)    1671.08   (feet)  ADJUSTED  
 DU0435  ___________________________________________________________________
 DU0435  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DU0435  DYNAMIC HT  -         508.707 (meters)    1668.98  (feet)  COMP
 DU0435  MODELED GRAV-     979,369.3   (mgal)                       NAVD 88
 DU0435
 DU0435  VERT ORDER  -  FIRST     CLASS II
 DU0435
 DU0435.The horizontal coordinates were scaled from a topographic map and have
 DU0435.an estimated accuracy of +/- 6 seconds.
 DU0435
 DU0435.The orthometric height was determined by differential leveling
 DU0435.and adjusted in June 1991.
 DU0435
 DU0435.The geoid height was determined by GEOID03.
 DU0435
 DU0435.The dynamic height is computed by dividing the NAVD 88
 DU0435.geopotential number by the normal gravity value computed on the
 DU0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0435.degrees latitude (g = 980.6199 gals.).
 DU0435
 DU0435.The modeled gravity was interpolated from observed gravity values.
 DU0435
 DU0435;                    North         East    Units  Estimated Accuracy
 DU0435;SPC AZ C     -   280,980.      259,100.      MT  (+/- 180 meters Scaled)
 DU0435
 DU0435                          SUPERSEDED SURVEY CONTROL
 DU0435
 DU0435  NGVD 29 (??/??/92)  508.734  (m)         1669.07   (f) ADJ UNCH    1 2
 DU0435
 DU0435.Superseded values are not recommended for survey control.
 DU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0435.See file dsdata.txt to determine how the superseded data were derived.
 DU0435
 DU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC606104(NAD 83)
 DU0435_MARKER: DB = BENCH MARK DISK
 DU0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0435_SP_SET: ABUTMENT
 DU0435_STAMPING: A 270 1948
 DU0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0435+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DU0435
 DU0435  HISTORY     - Date     Condition        Report By
 DU0435  HISTORY     - 1948     MONUMENTED       CGS
 DU0435  HISTORY     - 1980     GOOD             NGS
 DU0435  HISTORY     - 20040321 GOOD             USPSQD
 DU0435  HISTORY     - 20060211 GOOD             USPSQD
 DU0435  HISTORY     - 20070512 GOOD             GEOCAC
 DU0435  HISTORY     - 20081008 GOOD             GEOCAC
 DU0435
 DU0435                          STATION DESCRIPTION
 DU0435
 DU0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0435'2.5 MI W FROM TORTILLA FLAT.
 DU0435'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0435'TORTILLA FLAT, AT THE SOUTHWEST END OF A LARGE BRIDGE OVER BOULDER
 DU0435'CREEK, 10.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET ON
 DU0435'TOP AND AT THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 0.3
 DU0435'FOOT NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT AND 4.4 FEET BELOW
 DU0435'THE LEVEL OF THE HIGHWAY.
 DU0435
 DU0435                          STATION RECOVERY (1980)
 DU0435
 DU0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0435'RECOVERED IN GOOD CONDITION.
 DU0435
 DU0435                          STATION RECOVERY (2004)
 DU0435
 DU0435'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0435'FOUND IN COOD CONDITION
 DU0435
 DU0435                          STATION RECOVERY (2006)
 DU0435
 DU0435'RECOVERY NOTE BY US POWER SQUADRON 2006 (JW)
 DU0435'RECOVERED AS DESCRIBED.
 DU0435
 DU0435                          STATION RECOVERY (2007)
 DU0435
 DU0435'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0435'RECOVERED IN GOOD CONDITION.
 DU0435
 DU0435                          STATION RECOVERY (2008)
 DU0435
 DU0435'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0435'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0435'33 31.996' W 111
 DU0435'25.467'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0421 ***********************************************************************
 DV0421  DESIGNATION -  A 271
 DV0421  PID         -  DV0421
 DV0421  STATE/COUNTY-  AZ/MARICOPA
 DV0421  USGS QUAD   -  PHOENIX (1982)
 DV0421
 DV0421                         *CURRENT SURVEY CONTROL
 DV0421  ___________________________________________________________________
 DV0421* NAD 83(1986)-  33 22 45.     (N)    112 04 24.     (W)     SCALED    
 DV0421* NAVD 88     -       356.50   (+/-2cm)    1169.6    (feet)  VERTCON   
 DV0421  ___________________________________________________________________
 DV0421  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0421
 DV0421.The horizontal coordinates were scaled from a topographic map and have
 DV0421.an estimated accuracy of +/- 6 seconds.
 DV0421
 DV0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0421.The vertical order pertains to the NGVD 29 superseded value.
 DV0421
 DV0421.The geoid height was determined by GEOID03.
 DV0421
 DV0421;                    North         East    Units  Estimated Accuracy
 DV0421;SPC AZ C     -   263,810.      198,780.      MT  (+/- 180 meters Scaled)
 DV0421
 DV0421                          SUPERSEDED SURVEY CONTROL
 DV0421
 DV0421  NGVD 29 (??/??/92)  355.854  (m)         1167.50   (f) ADJ UNCH    2 0
 DV0421
 DV0421.Superseded values are not recommended for survey control.
 DV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0421.See file dsdata.txt to determine how the superseded data were derived.
 DV0421
 DV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001938(NAD 83)
 DV0421_MARKER: DB = BENCH MARK DISK
 DV0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0421_SP_SET: BRIDGE
 DV0421_STAMPING: A 271 1948
 DV0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0421
 DV0421  HISTORY     - Date     Condition        Report By
 DV0421  HISTORY     - 1948     MONUMENTED       CGS
 DV0421  HISTORY     - 1959     GOOD             NGS
 DV0421  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0421
 DV0421                          STATION DESCRIPTION
 DV0421
 DV0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0421'4.7 MI S FROM PHOENIX.
 DV0421'4.7 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0421'PHOENIX, 29.3 FEET SOUTH OF A ROAD ALONG THE BANK OF THE IRRIGATION
 DV0421'DITCH, 24.7 FEET NORTH OF A ROAD ALONG THE SOUTH BANK OF THE
 DV0421'IRRIGATION DITCH, 23.2 FEET WEST OF THE CENTER LINE OF SOUTH CENTRAL
 DV0421'AVE. SET IN THE TOP AND IN THE CENTER OF THE WEST CONCRETE HEADWALL OF
 DV0421'THE BRIDGE OVER THE IRRIGATION DITCH, ABOUT 1.0 FOOT ABOVE THE LEVEL
 DV0421'OF THE ROAD.
 DV0421
 DV0421                          STATION RECOVERY (1959)
 DV0421
 DV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0421'RECOVERED IN GOOD CONDITION.
 DV0421
 DV0421                          STATION RECOVERY (2006)
 DV0421
 DV0421'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0421'PERHAPS THE STREET AND BRIDGE HAVE BEEN WIDENED SINCE 1959.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0422 ***********************************************************************
 DV0422  DESIGNATION -  A 271 RESET
 DV0422  PID         -  DV0422
 DV0422  STATE/COUNTY-  AZ/MARICOPA
 DV0422  USGS QUAD   -  PHOENIX (1982)
 DV0422
 DV0422                         *CURRENT SURVEY CONTROL
 DV0422  ___________________________________________________________________
 DV0422* NAD 83(1986)-  33 22 45.     (N)    112 04 24.     (W)     SCALED    
 DV0422* NAVD 88     -       355.76   (+/-2cm)    1167.2    (feet)  VERTCON   
 DV0422  ___________________________________________________________________
 DV0422  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0422  VERT ORDER  -  THIRD (See Below)
 DV0422
 DV0422.The horizontal coordinates were scaled from a topographic map and have
 DV0422.an estimated accuracy of +/- 6 seconds.
 DV0422
 DV0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0422.The vertical order pertains to the NGVD 29 superseded value.
 DV0422
 DV0422.The geoid height was determined by GEOID03.
 DV0422
 DV0422;                    North         East    Units  Estimated Accuracy
 DV0422;SPC AZ C     -   263,810.      198,780.      MT  (+/- 180 meters Scaled)
 DV0422
 DV0422                          SUPERSEDED SURVEY CONTROL
 DV0422
 DV0422  NGVD 29 (03/28/06)  355.11   (m)         1165.1    (f) RESET       3  
 DV0422
 DV0422.Superseded values are not recommended for survey control.
 DV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0422.See file dsdata.txt to determine how the superseded data were derived.
 DV0422
 DV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001938(NAD 83)
 DV0422_MARKER: DB = BENCH MARK DISK
 DV0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0422_SP_SET: BASIN HEADWALL
 DV0422_STAMPING: A 271 RESET 1974
 DV0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0422
 DV0422  HISTORY     - Date     Condition        Report By
 DV0422  HISTORY     - 1974     MONUMENTED       AZDT
 DV0422  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0422
 DV0422                          STATION DESCRIPTION
 DV0422
 DV0422'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 DV0422'4.7 MI S FROM PHOENIX.
 DV0422'4.7 MILES SOUTH ALONG SOUTH CENTRAL AVENUE FROM THE UNION STATION IN
 DV0422'PHOENIX.  SET IN TOP OF A CONCRETE HEADWALL FOR AN IRRIGATION BASIN.
 DV0422
 DV0422                          STATION RECOVERY (2006)
 DV0422
 DV0422'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0422'UNABLE TO LOCATE IRRIGATION BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0382 ***********************************************************************
 DV0382  DESIGNATION -  A 272
 DV0382  PID         -  DV0382
 DV0382  STATE/COUNTY-  AZ/MARICOPA
 DV0382  USGS QUAD   -  FOWLER (1982)
 DV0382
 DV0382                         *CURRENT SURVEY CONTROL
 DV0382  ___________________________________________________________________
 DV0382* NAD 83(1986)-  33 23 30.     (N)    112 08 50.     (W)     SCALED    
 DV0382* NAVD 88     -       312.83   (+/-2cm)    1026.3    (feet)  VERTCON   
 DV0382  ___________________________________________________________________
 DV0382  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0382
 DV0382.The horizontal coordinates were scaled from a topographic map and have
 DV0382.an estimated accuracy of +/- 6 seconds.
 DV0382
 DV0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0382.The vertical order pertains to the NGVD 29 superseded value.
 DV0382
 DV0382.The geoid height was determined by GEOID03.
 DV0382
 DV0382;                    North         East    Units  Estimated Accuracy
 DV0382;SPC AZ C     -   265,210.      191,910.      MT  (+/- 180 meters Scaled)
 DV0382
 DV0382                          SUPERSEDED SURVEY CONTROL
 DV0382
 DV0382  NGVD 29 (??/??/92)  312.199  (m)         1024.27   (f) ADJ UNCH    2 0
 DV0382
 DV0382.Superseded values are not recommended for survey control.
 DV0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0382.See file dsdata.txt to determine how the superseded data were derived.
 DV0382
 DV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB933952(NAD 83)
 DV0382_MARKER: DB = BENCH MARK DISK
 DV0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0382_STAMPING: A 272 1948
 DV0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0382+STABILITY: SURFACE MOTION
 DV0382
 DV0382  HISTORY     - Date     Condition        Report By
 DV0382  HISTORY     - 1948     MONUMENTED       CGS
 DV0382  HISTORY     - 1959     MARK NOT FOUND   NGS
 DV0382  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0382
 DV0382                          STATION DESCRIPTION
 DV0382
 DV0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0382'9.4 MI N FROM KOMATKE.
 DV0382'8.1 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, THENCE 1.3 MILES EAST
 DV0382'ALONG A PAVED ROAD TO THE AIR ATOPIA AIRPORT, 112 FEET SOUTH OF THE
 DV0382'CENTER LINE OF THE PAVED ROAD, 30.3 FEET WEST OF THE CENTER LINE OF
 DV0382'THE ENTRANCE ROAD, SET IN THE NORTHWEST CORNER OF THE LANDING STRIP,
 DV0382'ABOUT LEVEL WITH THE ROAD AND 2.3 FEET WEST OF A WHITE WOODEN WITNESS
 DV0382'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DV0382'GROUND.  NOTE-- MARK PRESUMED LOST DUE TO CONSTRUCTION OF IRRIGATION
 DV0382'DITCH IN IMMEDIATE VICINITY.
 DV0382
 DV0382                          STATION RECOVERY (1959)
 DV0382
 DV0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0382'MARK NOT FOUND.
 DV0382
 DV0382                          STATION RECOVERY (2007)
 DV0382
 DV0382'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0382'THE DESCRIBED LOCATION IS NOW A PRIVATE HOUSING DEVELOPMENT. ASSUMED
 DV0382'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0853 ***********************************************************************
 DU0853  DESIGNATION -  A 273
 DU0853  PID         -  DU0853
 DU0853  STATE/COUNTY-  AZ/MARICOPA
 DU0853  USGS QUAD   -  TEMPE (1982)
 DU0853
 DU0853                         *CURRENT SURVEY CONTROL
 DU0853  ___________________________________________________________________
 DU0853* NAD 83(1986)-  33 22 41.     (N)    111 59 42.     (W)     SCALED    
 DU0853* NAVD 88     -       371.76   (+/-2cm)    1219.7    (feet)  VERTCON   
 DU0853  ___________________________________________________________________
 DU0853  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0853
 DU0853.The horizontal coordinates were scaled from a topographic map and have
 DU0853.an estimated accuracy of +/- 6 seconds.
 DU0853
 DU0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0853.The vertical order pertains to the NGVD 29 superseded value.
 DU0853
 DU0853.The geoid height was determined by GEOID03.
 DU0853
 DU0853;                    North         East    Units  Estimated Accuracy
 DU0853;SPC AZ C     -   263,680.      206,070.      MT  (+/- 180 meters Scaled)
 DU0853
 DU0853                          SUPERSEDED SURVEY CONTROL
 DU0853
 DU0853  NGVD 29 (??/??/92)  371.124  (m)         1217.60   (f) ADJ UNCH    2 0
 DU0853
 DU0853.Superseded values are not recommended for survey control.
 DU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0853.See file dsdata.txt to determine how the superseded data were derived.
 DU0853
 DU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB074936(NAD 83)
 DU0853_MARKER: DB = BENCH MARK DISK
 DU0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0853_SP_SET: BRIDGE
 DU0853_STAMPING: A 273 1948
 DU0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0853
 DU0853  HISTORY     - Date     Condition        Report By
 DU0853  HISTORY     - 1948     MONUMENTED       CGS
 DU0853  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DU0853
 DU0853                          STATION DESCRIPTION
 DU0853
 DU0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0853'2.9 MI W FROM PETERSON.
 DU0853'2.9 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 13.6 FEET NORTH OF
 DU0853'THE CENTER LINE OF BASELINE, 8.8 FEET WEST OF THE CENTER LINE OF THE
 DU0853'IRRIGATION DITCH, 3.3 FEET EAST OF THE WEST END OF THE HEADWALL, SET
 DU0853'ON THE TOP AND IN THE WEST END OF NORTH CONCRETE HEADWALL OF THE
 DU0853'BRIDGE OVER THE IRRIGATION DITCH, 1.0 FOOT ABOVE THE ROAD.
 DU0853
 DU0853                          STATION RECOVERY (2006)
 DU0853
 DU0853'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0853'BASELINE ROAD HAS BEEN WIDENED. THE DITCH AND IT'S HEADWALL HAVE BEEN
 DU0853'REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0325 ***********************************************************************
 DV0325  DESIGNATION -  A 274
 DV0325  PID         -  DV0325
 DV0325  STATE/COUNTY-  AZ/PINAL
 DV0325  USGS QUAD   -  MARICOPA (1978)
 DV0325
 DV0325                         *CURRENT SURVEY CONTROL
 DV0325  ___________________________________________________________________
 DV0325* NAD 83(1986)-  33 04 46.     (N)    112 07 21.     (W)     SCALED    
 DV0325* NAVD 88     -       359.016  (meters)    1177.87   (feet)  ADJUSTED  
 DV0325  ___________________________________________________________________
 DV0325  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0325  DYNAMIC HT  -         358.585 (meters)    1176.46  (feet)  COMP
 DV0325  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 DV0325  OBS GRAVITY -     979,427.7   (mgal)                       GRAV_OBS
 DV0325
 DV0325  VERT ORDER  -  FIRST     CLASS II
 DV0325
 DV0325.The horizontal coordinates were scaled from a topographic map and have
 DV0325.an estimated accuracy of +/- 6 seconds.
 DV0325
 DV0325.The orthometric height was determined by differential leveling
 DV0325.and adjusted in June 1991.
 DV0325
 DV0325.The geoid height was determined by GEOID03.
 DV0325
 DV0325.The dynamic height is computed by dividing the NAVD 88
 DV0325.geopotential number by the normal gravity value computed on the
 DV0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0325.degrees latitude (g = 980.6199 gals.).
 DV0325
 DV0325.The modeled gravity was interpolated from observed gravity values.
 DV0325.The observed gravity was obtained from relative gravimeter ties
 DV0325.to the IGSN71 gravity network.
 DV0325
 DV0325;                    North         East    Units  Estimated Accuracy
 DV0325;SPC AZ C     -   230,580.      194,140.      MT  (+/- 180 meters Scaled)
 DV0325
 DV0325                          SUPERSEDED SURVEY CONTROL
 DV0325
 DV0325  NGVD 29 (??/??/92)  359.393  (m)         1179.11   (f) ADJ UNCH    1 2
 DV0325
 DV0325.Superseded values are not recommended for survey control.
 DV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0325.See file dsdata.txt to determine how the superseded data were derived.
 DV0325
 DV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB952606(NAD 83)
 DV0325_MARKER: DB = BENCH MARK DISK
 DV0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0325_SP_SET: BRIDGE
 DV0325_STAMPING: A 274 1948
 DV0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0325
 DV0325  HISTORY     - Date     Condition        Report By
 DV0325  HISTORY     - 1948     MONUMENTED       CGS
 DV0325  HISTORY     - 1967     GOOD             NGS
 DV0325  HISTORY     - 1980     GOOD             NGS
 DV0325  HISTORY     - 1980     GOOD             NGS
 DV0325  HISTORY     - 20070321 MARK NOT FOUND   GEOCAC
 DV0325
 DV0325                          STATION DESCRIPTION
 DV0325
 DV0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0325'4.8 MI W FROM MARICOPA.
 DV0325'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0325'MARICOPA, THENCE 4.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0325'IN S 14, T 4 S, R 2 E, 5 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DV0325'TRACK, SET IN THE TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE
 DV0325'HEAD WALL OF RAILROAD BRIDGE NUMBER 893.10, 66 FEET SOUTHEAST OF THE
 DV0325'3RD TELEPHONE POLE EAST OF MILEPOST 893, AND ABOUT 1 FOOT BELOW THE
 DV0325'LEVEL OF THE TRACKS.
 DV0325
 DV0325                          STATION RECOVERY (1980)
 DV0325
 DV0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0325'RECOVERED IN GOOD CONDITION.
 DV0325
 DV0325                          STATION RECOVERY (1980)
 DV0325
 DV0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0325'RECOVERED IN GOOD CONDITION.
 DV0325
 DV0325                          STATION RECOVERY (2007)
 DV0325
 DV0325'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0325'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE ROADBED HAS
 DV0325'BEEN RAISED, AND ADDITIONAL CONCRETE POURED ON TOP OF THE OLD
 DV0325'HEADWALLS. EITHER COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0831 ***********************************************************************
 DU0831  DESIGNATION -  A 276
 DU0831  PID         -  DU0831
 DU0831  STATE/COUNTY-  AZ/PINAL
 DU0831  USGS QUAD   -  SACATON (1981)
 DU0831
 DU0831                         *CURRENT SURVEY CONTROL
 DU0831  ___________________________________________________________________
 DU0831* NAD 83(1986)-  33 04 51.     (N)    111 44 42.     (W)     SCALED    
 DU0831* NAVD 88     -       391.77   (+/-2cm)    1285.3    (feet)  VERTCON   
 DU0831  ___________________________________________________________________
 DU0831  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0831
 DU0831.The horizontal coordinates were scaled from a topographic map and have
 DU0831.an estimated accuracy of +/- 6 seconds.
 DU0831
 DU0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0831.The vertical order pertains to the NGVD 29 superseded value.
 DU0831
 DU0831.The geoid height was determined by GEOID03.
 DU0831
 DU0831;                    North         East    Units  Estimated Accuracy
 DU0831;SPC AZ C     -   230,730.      229,390.      MT  (+/- 180 meters Scaled)
 DU0831
 DU0831                          SUPERSEDED SURVEY CONTROL
 DU0831
 DU0831  NGVD 29 (??/??/92)  391.280  (m)         1283.72   (f) ADJ UNCH    2 0
 DU0831
 DU0831.Superseded values are not recommended for survey control.
 DU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0831.See file dsdata.txt to determine how the superseded data were derived.
 DU0831
 DU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB304604(NAD 83)
 DU0831_MARKER: DB = BENCH MARK DISK
 DU0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0831_STAMPING: A 276 1948
 DU0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0831+STABILITY: SURFACE MOTION
 DU0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0831+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU0831
 DU0831  HISTORY     - Date     Condition        Report By
 DU0831  HISTORY     - 1948     MONUMENTED       CGS
 DU0831  HISTORY     - 1959     GOOD             NGS
 DU0831  HISTORY     - 20060910 GOOD             GEOCAC
 DU0831
 DU0831                          STATION DESCRIPTION
 DU0831
 DU0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0831'IN SACATON.
 DU0831'207 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57.4 FEET
 DU0831'SOUTHWEST OF THE CENTER LINE OF THE ROAD TO CASA BLANCA, 3.6 FEET
 DU0831'NORTHWEST OF THE MATHEW B. JUAN MEMORIAL, IN A TRIANGLE FORMED BY THE
 DU0831'ROADS, 3.0 FEET ABOVE THE LEVEL OF THE ROAD, 2.5 FEET SOUTHEAST OF A
 DU0831'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU0831'PROJECTING 0.6 FOOT ABOVE THE LEVEL OF THE GROUND.
 DU0831
 DU0831                          STATION RECOVERY (1959)
 DU0831
 DU0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0831'RECOVERED IN GOOD CONDITION.
 DU0831
 DU0831                          STATION RECOVERY (2006)
 DU0831
 DU0831'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0730 ***********************************************************************
 DU0730  DESIGNATION -  A 277
 DU0730  PID         -  DU0730
 DU0730  STATE/COUNTY-  AZ/MARICOPA
 DU0730  USGS QUAD   -  CHANDLER (1981)
 DU0730
 DU0730                         *CURRENT SURVEY CONTROL
 DU0730  ___________________________________________________________________
 DU0730* NAD 83(1986)-  33 16 22.     (N)    111 48 54.     (W)     SCALED    
 DU0730* NAVD 88     -       375.48   (+/-2cm)    1231.9    (feet)  VERTCON   
 DU0730  ___________________________________________________________________
 DU0730  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0730
 DU0730.This mark is at Chandler Municipal Airport (CHD)
 DU0730
 DU0730.The horizontal coordinates were scaled from a topographic map and have
 DU0730.an estimated accuracy of +/- 6 seconds.
 DU0730
 DU0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0730.The vertical order pertains to the NGVD 29 superseded value.
 DU0730
 DU0730.The geoid height was determined by GEOID03.
 DU0730
 DU0730;                    North         East    Units  Estimated Accuracy
 DU0730;SPC AZ C     -   252,010.      222,830.      MT  (+/- 180 meters Scaled)
 DU0730
 DU0730                          SUPERSEDED SURVEY CONTROL
 DU0730
 DU0730  NGVD 29 (??/??/92)  374.968  (m)         1230.21   (f) ADJ UNCH    2 0
 DU0730
 DU0730.Superseded values are not recommended for survey control.
 DU0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0730.See file dsdata.txt to determine how the superseded data were derived.
 DU0730
 DU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB241818(NAD 83)
 DU0730_MARKER: DB = BENCH MARK DISK
 DU0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0730_STAMPING: A 277 1948
 DU0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0730+STABILITY: SURFACE MOTION
 DU0730
 DU0730  HISTORY     - Date     Condition        Report By
 DU0730  HISTORY     - 1948     MONUMENTED       CGS
 DU0730  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0730
 DU0730                          STATION DESCRIPTION
 DU0730
 DU0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0730'6.0 MI SE FROM CHANDLER.
 DU0730'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0730'STATION AT CHANDLER, THENCE 1.7 MILES EAST, THENCE 0.5 MILE SOUTH TO
 DU0730'THE CHANDLER MUNICIPAL AIRPORT, 271 FEET SOUTH OF THE WIRE FENCE AT
 DU0730'THE NORTH SIDE OF THE FIELD, 2.2 FEET EAST OF THE WIRE FENCE AT THE
 DU0730'WEST SIDE OF THE FIELD, 2.7 FEET WEST OF A WHITE WOODEN WITNESS POST,
 DU0730'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DU0730'GROUND.
 DU0730
 DU0730                          STATION RECOVERY (2006)
 DU0730
 DU0730'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0730'WALKED ALONG THE FENCE AND DID NOT FIND THE MARK OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0731 ***********************************************************************
 DU0731  DESIGNATION -  A 277 RESET
 DU0731  PID         -  DU0731
 DU0731  STATE/COUNTY-  AZ/MARICOPA
 DU0731  USGS QUAD   -  CHANDLER (1981)
 DU0731
 DU0731                         *CURRENT SURVEY CONTROL
 DU0731  ___________________________________________________________________
 DU0731* NAD 83(1986)-  33 16 22.     (N)    111 48 54.     (W)     SCALED    
 DU0731* NAVD 88     -       375.42   (+/-2cm)    1231.7    (feet)  VERTCON   
 DU0731  ___________________________________________________________________
 DU0731  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0731  VERT ORDER  -  THIRD (See Below)
 DU0731
 DU0731.This mark is at Chandler Municipal Airport (CHD)
 DU0731
 DU0731.The horizontal coordinates were scaled from a topographic map and have
 DU0731.an estimated accuracy of +/- 6 seconds.
 DU0731
 DU0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0731.The vertical order pertains to the NGVD 29 superseded value.
 DU0731
 DU0731.The geoid height was determined by GEOID03.
 DU0731
 DU0731;                    North         East    Units  Estimated Accuracy
 DU0731;SPC AZ C     -   252,010.      222,830.      MT  (+/- 180 meters Scaled)
 DU0731
 DU0731                          SUPERSEDED SURVEY CONTROL
 DU0731
 DU0731  NGVD 29 (??/??/??)  374.90   (m)         1230.0    (f) RESET       3  
 DU0731
 DU0731.Superseded values are not recommended for survey control.
 DU0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0731.See file dsdata.txt to determine how the superseded data were derived.
 DU0731
 DU0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB241818(NAD 83)
 DU0731_MARKER: DB = BENCH MARK DISK
 DU0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0731_STAMPING: A 277 RESET 1961
 DU0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0731+STABILITY: SURFACE MOTION
 DU0731
 DU0731  HISTORY     - Date     Condition        Report By
 DU0731  HISTORY     - 1961     MONUMENTED       LOCSUR
 DU0731  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0731  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0731
 DU0731                          STATION DESCRIPTION
 DU0731
 DU0731'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 DU0731'3.8 MI S FROM CHANDLER.
 DU0731'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0731'STATION AT CHANDLER, MARICOPA COUNTY, THENCE 1.7 MILES EAST ALONG A
 DU0731'ROAD, AND THENCE 0.5 MILE SOUTH.  AT CHANDLER MUNICIPAL AIRPORT, AND
 DU0731'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 DU0731'DISK SET IS 275.0 FEET SOUTH AND 75.0 FEET EAST OF THE NORTHWEST
 DU0731'CORNER OF THE S 1/2 NE 1/4 SECTION 11, T.2 S., R.5 E., G AND SRB AND
 DU0731'M, MARICOPA COUNTY, ARIZONA AND FROM WHICH AN EAST-WEST 4 STRAND
 DU0731'BARBED WIRE FENCE BEARS SOUTH 133.1 FEET AND ALSO FROM SAID DISK IS A
 DU0731'POWER POLE WHICH BEARS S. 71 DEG W. 85.7 FEET.  SET 4X4 WOOD POST 4.0
 DU0731'FT. EAST OF STANDARD DISK SET.  POST PAINTED WHITE AND PROJECTING 2.0
 DU0731'FT. ABOVE GROUND.
 DU0731
 DU0731                          STATION RECOVERY (1979)
 DU0731
 DU0731'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0731'A NEW CHAIN-LINK FENCE AND ROAD HAVE BEEN BUILT AT THE MARK SITE.
 DU0731
 DU0731                          STATION RECOVERY (2006)
 DU0731
 DU0731'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0731'WALKED ALONG THE FENCE AND DID NOT FIND THE MARK OR WITNESS POST. THE
 DU0731'FENCE IS A THREE STRAND BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0995 ***********************************************************************
 CZ0995  DESIGNATION -  A 278
 CZ0995  PID         -  CZ0995
 CZ0995  STATE/COUNTY-  AZ/PINAL
 CZ0995  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0995
 CZ0995                         *CURRENT SURVEY CONTROL
 CZ0995  ___________________________________________________________________
 CZ0995* NAD 83(1986)-  32 52 47.     (N)    111 45 43.     (W)     SCALED    
 CZ0995* NAVD 88     -       424.539  (meters)    1392.84   (feet)  ADJUSTED  
 CZ0995  ___________________________________________________________________
 CZ0995  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ0995  DYNAMIC HT  -         424.020 (meters)    1391.14  (feet)  COMP
 CZ0995  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 CZ0995  OBS GRAVITY -     979,404.2   (mgal)                       GRAV_OBS
 CZ0995
 CZ0995  VERT ORDER  -  FIRST     CLASS II
 CZ0995
 CZ0995.The horizontal coordinates were scaled from a topographic map and have
 CZ0995.an estimated accuracy of +/- 6 seconds.
 CZ0995
 CZ0995.The orthometric height was determined by differential leveling
 CZ0995.and adjusted in June 1991.
 CZ0995
 CZ0995.The geoid height was determined by GEOID03.
 CZ0995
 CZ0995.The dynamic height is computed by dividing the NAVD 88
 CZ0995.geopotential number by the normal gravity value computed on the
 CZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0995.degrees latitude (g = 980.6199 gals.).
 CZ0995
 CZ0995.The modeled gravity was interpolated from observed gravity values.
 CZ0995.The observed gravity was obtained from relative gravimeter ties
 CZ0995.to the IGSN71 gravity network.
 CZ0995
 CZ0995;                    North         East    Units  Estimated Accuracy
 CZ0995;SPC AZ C     -   208,420.      227,840.      MT  (+/- 180 meters Scaled)
 CZ0995
 CZ0995                          SUPERSEDED SURVEY CONTROL
 CZ0995
 CZ0995  NGVD 29 (??/??/92)  423.929  (m)         1390.84   (f) ADJ UNCH    1 2
 CZ0995
 CZ0995.Superseded values are not recommended for survey control.
 CZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0995.See file dsdata.txt to determine how the superseded data were derived.
 CZ0995
 CZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB287382(NAD 83)
 CZ0995_MARKER: DB = BENCH MARK DISK
 CZ0995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0995_SP_SET: HEADWALL
 CZ0995_STAMPING: A 278 1948
 CZ0995_MARK LOGO: CGS   
 CZ0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0995+STABILITY: SURFACE MOTION
 CZ0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0995+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 CZ0995
 CZ0995  HISTORY     - Date     Condition        Report By
 CZ0995  HISTORY     - 1948     MONUMENTED       CGS
 CZ0995  HISTORY     - 1967     GOOD             NGS
 CZ0995  HISTORY     - 1980     GOOD             NGS
 CZ0995  HISTORY     - 1980     GOOD             NGS
 CZ0995  HISTORY     - 1984     GOOD             NGS
 CZ0995  HISTORY     - 19911205 GOOD             NGS
 CZ0995  HISTORY     - 20030408 GOOD             NGS
 CZ0995  HISTORY     - 20071003 GOOD             GEOCAC
 CZ0995
 CZ0995                          STATION DESCRIPTION
 CZ0995
 CZ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0995'0.5 MI NW FROM CASA GRANDE.
 CZ0995'ABOUT 0.5 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0995'STATION AT CASA GRANDE, IN S 19, T 6 S, R 6 E, AT THE STATE HIGHWAY 84
 CZ0995'UNDERPASS FOR THE RAILROAD, 12 1/2 POLES SOUTHEAST OF MILEPOST 918, 30
 CZ0995'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 15 FEET
 CZ0995'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SIDE TRACK, SET IN THE TOP AND
 CZ0995'30 FEET NORTH OF THE SOUTH END OF THE CONCRETE FOOTING FOR THE
 CZ0995'SOUTHWEST GUARD RAIL LOCATED ON THE OVERPASS, DIRECTLY OVER THE CENTER
 CZ0995'LINE OF THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, AND ABOUT 1 FOOT
 CZ0995'BELOW THE LEVEL OF THE TRACKS.
 CZ0995
 CZ0995                          STATION RECOVERY (1980)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0995'RECOVERED IN GOOD CONDITION.
 CZ0995
 CZ0995                          STATION RECOVERY (1980)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0995'RECOVERED IN GOOD CONDITION.
 CZ0995
 CZ0995                          STATION RECOVERY (1984)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0995'RECOVERED IN GOOD CONDITION.
 CZ0995
 CZ0995                          STATION RECOVERY (1991)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0995'IN CASA GRANDE, AT THE INTERSECTION OF STATE HIGHWAY 84 AND THE
 CZ0995'SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 4.6 M (15.1 FT) SOUTHEAST OF
 CZ0995'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE RAILROAD
 CZ0995'OVERPASS OF THE HIGHWAY, 4.8 M (15.7 FT) SOUTHWEST OF THE NEAR RAIL
 CZ0995'OF A SIDE TRACK, 0.5 M (1.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CZ0995'EASTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CZ0995'TRACK, AND 0.3 M (1.0 FT) NORTHEAST OF THE BRIDGE RAILING.
 CZ0995
 CZ0995                          STATION RECOVERY (2003)
 CZ0995
 CZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ0995'RECOVERED IN GOOD CONDITION.
 CZ0995
 CZ0995                          STATION RECOVERY (2007)
 CZ0995
 CZ0995'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0034 ***********************************************************************
 ET0034  DESIGNATION -  A 28
 ET0034  PID         -  ET0034
 ET0034  STATE/COUNTY-  AZ/YAVAPAI
 ET0034  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0034
 ET0034                         *CURRENT SURVEY CONTROL
 ET0034  ___________________________________________________________________
 ET0034* NAD 83(1986)-  34 43 59.     (N)    112 25 04.     (W)     SCALED    
 ET0034* NAVD 88     -      1467.225  (meters)    4813.72   (feet)  POSTED    
 ET0034  ___________________________________________________________________
 ET0034  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0034  DYNAMIC HT  -        1465.290 (meters)    4807.37  (feet)  COMP
 ET0034  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 ET0034
 ET0034  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0034
 ET0034.The horizontal coordinates were scaled from a topographic map and have
 ET0034.an estimated accuracy of +/- 6 seconds.
 ET0034
 ET0034.The orthometric height was determined by differential leveling
 ET0034.and adjusted in November 2005.
 ET0034
 ET0034.The geoid height was determined by GEOID03.
 ET0034
 ET0034.The dynamic height is computed by dividing the NAVD 88
 ET0034.geopotential number by the normal gravity value computed on the
 ET0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0034.degrees latitude (g = 980.6199 gals.).
 ET0034
 ET0034.The modeled gravity was interpolated from observed gravity values.
 ET0034
 ET0034;                    North         East    Units  Estimated Accuracy
 ET0034;SPC AZ C     -   414,080.      167,470.      MT  (+/- 180 meters Scaled)
 ET0034
 ET0034                          SUPERSEDED SURVEY CONTROL
 ET0034
 ET0034  NGVD 29 (??/??/92) 1466.441  (m)         4811.15   (f) ADJ UNCH    1 2
 ET0034
 ET0034.Superseded values are not recommended for survey control.
 ET0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0034.See file dsdata.txt to determine how the superseded data were derived.
 ET0034
 ET0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD702443(NAD 83)
 ET0034_MARKER: DB = BENCH MARK DISK
 ET0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0034_STAMPING: 4811.148 A 28 1933
 ET0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0034+STABILITY: SURFACE MOTION
 ET0034
 ET0034  HISTORY     - Date     Condition        Report By
 ET0034  HISTORY     - 1933     MONUMENTED       CGS
 ET0034  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0034
 ET0034                          STATION DESCRIPTION
 ET0034
 ET0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0034'15.8 MI N FROM PRESCOTT.
 ET0034'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 2.6 MILES NORTH OF
 ET0034'GRANITE SIDING, 120 FEET WEST OF MILEPOST 42, 85 FEET WEST OF RAILROAD
 ET0034'CENTER-LINE.
 ET0034
 ET0034                          STATION RECOVERY (1997)
 ET0034
 ET0034'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1513 ***********************************************************************
 GR1513  DESIGNATION -  A 28
 GR1513  PID         -  GR1513
 GR1513  STATE/COUNTY-  AZ/MOHAVE
 GR1513  USGS QUAD   -  BONELLI BAY (1983)
 GR1513
 GR1513                         *CURRENT SURVEY CONTROL
 GR1513  ___________________________________________________________________
 GR1513* NAD 83(1992)-  36 06 32.51718(N)    114 23 10.68589(W)     ADJUSTED  
 GR1513* NAVD 88     -       464.6    (meters)    1524.     (feet)  VERTCON   
 GR1513  ___________________________________________________________________
 GR1513  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 GR1513  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1513  HORZ ORDER  -  THIRD
 GR1513
 GR1513.The horizontal coordinates were established by classical geodetic methods
 GR1513.and adjusted by the National Geodetic Survey in August 1993.
 GR1513
 GR1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1513
 GR1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1513
 GR1513.The geoid height was determined by GEOID03.
 GR1513
 GR1513;                    North         East     Units Scale Factor Converg.
 GR1513;SPC AZ W     -   566,816.298   156,071.231   MT  0.99997376   -0 22 30.0
 GR1513;SPC AZ W     - 1,859,633.52    512,044.72   iFT  0.99997376   -0 22 30.0
 GR1513;SPC NV E     - 8,151,431.027   307,771.669   MT  1.00004307   +0 42 19.8
 GR1513;SPC NV E     -26,743,486.63  1,009,747.55   sFT  1.00004307   +0 42 19.8
 GR1513;UTM  11      - 3,999,205.548   735,266.864   MT  1.00028206   +1 32 27.7
 GR1513
 GR1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1513!SPC AZ W     -   0.99993145  x   0.99997376  =   0.99990521
 GR1513!SPC NV E     -   0.99993145  x   1.00004307  =   0.99997451
 GR1513!UTM  11      -   0.99993145  x   1.00028206  =   1.00021349
 GR1513
 GR1513:                Primary Azimuth Mark                     Grid Az
 GR1513:SPC AZ W     -  A 29                                     017 31 32.0
 GR1513:SPC NV E     -  A 29                                     016 26 42.2
 GR1513:UTM  11      -  A 29                                     015 36 34.3
 GR1513
 GR1513|---------------------------------------------------------------------|
 GR1513| PID    Reference Object                     Distance      Geod. Az  |
 GR1513|                                                           dddmmss.s |
 GR1513| GR1514 A 29                                APPROX. 2.3 KM 0170902.0 |
 GR1513|---------------------------------------------------------------------|
 GR1513
 GR1513                          SUPERSEDED SURVEY CONTROL
 GR1513
 GR1513  NAD 83(1986)-  36 06 32.50611(N)    114 23 10.67901(W) AD(       ) 3
 GR1513  NGVD 29 (06/27/88)  464.0    (m)         1522.     (f) VERT ANG    3  
 GR1513
 GR1513.Superseded values are not recommended for survey control.
 GR1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1513.See file dsdata.txt to determine how the superseded data were derived.
 GR1513
 GR1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3526799206(NAD 83)
 GR1513_MARKER: DS = TRIANGULATION STATION DISK
 GR1513_SETTING: 80 = SET IN A BOULDER
 GR1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1513+STABILITY: SURFACE MOTION
 GR1513
 GR1513  HISTORY     - Date     Condition        Report By
 GR1513  HISTORY     - 1948     MONUMENTED       USGS
 GR1513
 GR1513                          STATION DESCRIPTION
 GR1513
 GR1513'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1513'LOCATED ABOUT 1.8 MI S. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1513'HIGHEST POINT OF NW.-SE. RIDGE WHICH IS HIGHEST POINT IN 1.5 MI
 GR1513'RADIUS.
 GR1513'
 GR1513'TO REACH NOT GIVEN.
 GR1513'
 GR1513'STATION MARK--STANDARD TABLET STAMPED---A28 1948---, CEMENTED IN
 GR1513'TOP OF ROCK SET IN PLACE FLUSH WITH SURFACE.
 GR1513'
 GR1513'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0346 ***********************************************************************
 DV0346  DESIGNATION -  A 280
 DV0346  PID         -  DV0346
 DV0346  STATE/COUNTY-  AZ/MARICOPA
 DV0346  USGS QUAD   -  MOBILE (1978)
 DV0346
 DV0346                         *CURRENT SURVEY CONTROL
 DV0346  ___________________________________________________________________
 DV0346* NAD 83(1986)-  33 02 08.     (N)    112 17 04.     (W)     SCALED    
 DV0346* NAVD 88     -       417.84   (+/-2cm)    1370.9    (feet)  VERTCON   
 DV0346  ___________________________________________________________________
 DV0346  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DV0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0346
 DV0346.The horizontal coordinates were scaled from a topographic map and have
 DV0346.an estimated accuracy of +/- 6 seconds.
 DV0346
 DV0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0346.The vertical order pertains to the NGVD 29 superseded value.
 DV0346
 DV0346.The geoid height was determined by GEOID03.
 DV0346
 DV0346;                    North         East    Units  Estimated Accuracy
 DV0346;SPC AZ C     -   225,760.      179,010.      MT  (+/- 180 meters Scaled)
 DV0346
 DV0346                          SUPERSEDED SURVEY CONTROL
 DV0346
 DV0346  NGVD 29 (??/??/92)  417.220  (m)         1368.83   (f) ADJ UNCH    1 2
 DV0346
 DV0346.Superseded values are not recommended for survey control.
 DV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0346.See file dsdata.txt to determine how the superseded data were derived.
 DV0346
 DV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB800559(NAD 83)
 DV0346_MARKER: DB = BENCH MARK DISK
 DV0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0346_STAMPING: A 280 1948
 DV0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0346+STABILITY: SURFACE MOTION
 DV0346
 DV0346  HISTORY     - Date     Condition        Report By
 DV0346  HISTORY     - 1948     MONUMENTED       CGS
 DV0346  HISTORY     - 19941202 GOOD             USPSQD
 DV0346
 DV0346                          STATION DESCRIPTION
 DV0346
 DV0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0346'2.0 MI S FROM MOBILE.
 DV0346'2.0 MILES SOUTH ALONG A ROAD LEADING TO THE BELLA LOMA SERVICE STATION
 DV0346'FROM MOBILE, ABOUT 0.2 MILE NORTH OF AN OLD HOMESTEAD HOUSE, 24 FEET
 DV0346'EAST OF THE CENTER LINE OF THE ROAD, AND 1.5 FEET ABOVE THE SURFACE OF
 DV0346'THE ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 DV0346
 DV0346                          STATION RECOVERY (1994)
 DV0346
 DV0346'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1224 ***********************************************************************
 DV1224  DESIGNATION -  A 281
 DV1224  PID         -  DV1224
 DV1224  STATE/COUNTY-  AZ/LA PAZ
 DV1224  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1224
 DV1224                         *CURRENT SURVEY CONTROL
 DV1224  ___________________________________________________________________
 DV1224* NAD 83(1986)-  33 59 03.     (N)    113 59 20.     (W)     SCALED    
 DV1224* NAVD 88     -       319.67   (+/-2cm)    1048.8    (feet)  VERTCON   
 DV1224  ___________________________________________________________________
 DV1224  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1224  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1224
 DV1224.The horizontal coordinates were scaled from a topographic map and have
 DV1224.an estimated accuracy of +/- 6 seconds.
 DV1224
 DV1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1224.The vertical order pertains to the NGVD 29 superseded value.
 DV1224
 DV1224.The geoid height was determined by GEOID03.
 DV1224
 DV1224;                    North         East    Units  Estimated Accuracy
 DV1224;SPC AZ W     -   330,940.      191,290.      MT  (+/- 180 meters Scaled)
 DV1224
 DV1224                          SUPERSEDED SURVEY CONTROL
 DV1224
 DV1224  NGVD 29 (??/??/92)  319.037  (m)         1046.71   (f) ADJ UNCH    1 2
 DV1224
 DV1224.Superseded values are not recommended for survey control.
 DV1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1224.See file dsdata.txt to determine how the superseded data were derived.
 DV1224
 DV1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC238644(NAD 83)
 DV1224_MARKER: DB = BENCH MARK DISK
 DV1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1224_STAMPING: A 281 1948
 DV1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1224+STABILITY: SURFACE MOTION
 DV1224
 DV1224  HISTORY     - Date     Condition        Report By
 DV1224  HISTORY     - 1948     MONUMENTED       CGS
 DV1224  HISTORY     - 1955     GOOD             NGS
 DV1224
 DV1224                          STATION DESCRIPTION
 DV1224
 DV1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1224'4.3 MI NE FROM BOUSE.
 DV1224'4.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DV1224'AT BOUSE, 47 FEET NORTHEAST OF THE CENTER LINE OF A DRY WASH, 39 FEET
 DV1224'WEST OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTH OF A WHITE WOODEN
 DV1224'WITNESS POST, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD.  SET IN
 DV1224'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DV1224
 DV1224                          STATION RECOVERY (1955)
 DV1224
 DV1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DV1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0701 ***********************************************************************
 DU0701  DESIGNATION -  A 282
 DU0701  PID         -  DU0701
 DU0701  STATE/COUNTY-  AZ/MARICOPA
 DU0701  USGS QUAD   -  HIGLEY (1981)
 DU0701
 DU0701                         *CURRENT SURVEY CONTROL
 DU0701  ___________________________________________________________________
 DU0701* NAD 83(1986)-  33 21 52.     (N)    111 40 13.     (W)     SCALED    
 DU0701* NAVD 88     -       414.30   (+/-2cm)    1359.2    (feet)  VERTCON   
 DU0701  ___________________________________________________________________
 DU0701  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0701
 DU0701.The horizontal coordinates were scaled from a topographic map and have
 DU0701.an estimated accuracy of +/- 6 seconds.
 DU0701
 DU0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0701.The vertical order pertains to the NGVD 29 superseded value.
 DU0701
 DU0701.The geoid height was determined by GEOID03.
 DU0701
 DU0701;                    North         East    Units  Estimated Accuracy
 DU0701;SPC AZ C     -   262,190.      236,290.      MT  (+/- 180 meters Scaled)
 DU0701
 DU0701                          SUPERSEDED SURVEY CONTROL
 DU0701
 DU0701  NGVD 29 (??/??/92)  413.781  (m)         1357.55   (f) ADJ UNCH    1 2
 DU0701
 DU0701.Superseded values are not recommended for survey control.
 DU0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0701.See file dsdata.txt to determine how the superseded data were derived.
 DU0701
 DU0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB376918(NAD 83)
 DU0701_MARKER: DB = BENCH MARK DISK
 DU0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0701_STAMPING: A 282 1948
 DU0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0701+STABILITY: SURFACE MOTION
 DU0701
 DU0701  HISTORY     - Date     Condition        Report By
 DU0701  HISTORY     - 1948     MONUMENTED       CGS
 DU0701  HISTORY     - 1967     GOOD             NGS
 DU0701  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0701  HISTORY     - 20070702 MARK NOT FOUND   GEOCAC
 DU0701
 DU0701                          STATION DESCRIPTION
 DU0701
 DU0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0701'5.4 MI SE FROM BUCKHORN.
 DU0701'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0701'POST OFFICE AT BUCKHORN, THENCE 2.6 MILES SOUTH ALONG POWERS ROAD,
 DU0701'THENCE 0.8 MILE EAST ALONG BASELINE ROAD, THENCE 1.0 MILE SOUTH ALONG
 DU0701'SOSSAMAN ROAD, IN S 8, T 1 S, R 7 E, 64 FEET SOUTHEAST OF THE CENTER
 DU0701'OF THE JUNCTION OF SOSSAMAN AND GUADALUPE ROADS, 42 FEET EAST OF THE
 DU0701'CENTER LINE OF SOSSAMAN ROAD, 48 FEET SOUTH OF THE EXTENDED CENTER
 DU0701'LINE OF GUADALUPE ROAD, 31 FEET SOUTH OF POWER POLE NUMBER 76, 1 FOOT
 DU0701'WEST OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DU0701'WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 DU0701'THE GROUND.
 DU0701
 DU0701                          STATION RECOVERY (1992)
 DU0701
 DU0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0701'MARK NOT FOUND.
 DU0701
 DU0701                          STATION RECOVERY (2007)
 DU0701
 DU0701'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0701'THE INTERSECTION HAS EXPANDED, AND THE PROPERTY AT THE SOUTHEAST
 DU0701'CORNER HAS BEEN DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1060 ***********************************************************************
 CZ1060  DESIGNATION -  A 284
 CZ1060  PID         -  CZ1060
 CZ1060  STATE/COUNTY-  AZ/PINAL
 CZ1060  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1060
 CZ1060                         *CURRENT SURVEY CONTROL
 CZ1060  ___________________________________________________________________
 CZ1060* NAD 83(1986)-  32 43 54.     (N)    111 30 40.     (W)     SCALED    
 CZ1060* NAVD 88     -       483.971  (meters)    1587.83   (feet)  ADJUSTED  
 CZ1060  ___________________________________________________________________
 CZ1060  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1060  DYNAMIC HT  -         483.356 (meters)    1585.81  (feet)  COMP
 CZ1060  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 CZ1060
 CZ1060  VERT ORDER  -  FIRST     CLASS II
 CZ1060
 CZ1060.The horizontal coordinates were scaled from a topographic map and have
 CZ1060.an estimated accuracy of +/- 6 seconds.
 CZ1060
 CZ1060.The orthometric height was determined by differential leveling
 CZ1060.and adjusted in November 1993.
 CZ1060
 CZ1060.The geoid height was determined by GEOID03.
 CZ1060
 CZ1060.The dynamic height is computed by dividing the NAVD 88
 CZ1060.geopotential number by the normal gravity value computed on the
 CZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1060.degrees latitude (g = 980.6199 gals.).
 CZ1060
 CZ1060.The modeled gravity was interpolated from observed gravity values.
 CZ1060
 CZ1060;                    North         East    Units  Estimated Accuracy
 CZ1060;SPC AZ C     -   192,070.      251,370.      MT  (+/- 180 meters Scaled)
 CZ1060
 CZ1060                          SUPERSEDED SURVEY CONTROL
 CZ1060
 CZ1060  NGVD 29 (??/??/92)  485.137  (m)         1591.65   (f) ADJ UNCH    1 2
 CZ1060
 CZ1060.Superseded values are not recommended for survey control.
 CZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1060.See file dsdata.txt to determine how the superseded data were derived.
 CZ1060
 CZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521216(NAD 83)
 CZ1060_MARKER: DB = BENCH MARK DISK
 CZ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1060_SP_SET: CONCRETE POST
 CZ1060_STAMPING: A 284 1949
 CZ1060_MARK LOGO: CGS   
 CZ1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1060+STABILITY: SURFACE MOTION
 CZ1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1060+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 CZ1060
 CZ1060  HISTORY     - Date     Condition        Report By
 CZ1060  HISTORY     - 1949     MONUMENTED       CGS
 CZ1060  HISTORY     - 1971     GOOD             NGS
 CZ1060  HISTORY     - 19920103 GOOD             NGS
 CZ1060
 CZ1060                          STATION DESCRIPTION
 CZ1060
 CZ1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1060'1.7 MI NW FROM PICACHO.
 CZ1060'1.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CZ1060'AT PICACHO, 0.15 MILE SOUTH OF AN EAST-WEST PAVED ROAD CROSSING, 41
 CZ1060'FEET WEST OF THE WEST RAIL, 2.2 FEET SOUTH OF A TELEPHONE POLE, 1.5
 CZ1060'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, ABOUT 6 FEET
 CZ1060'LOWER THAN THE TRACKS AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 CZ1060'MONUMENT WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND SURFACE.
 CZ1060
 CZ1060                          STATION RECOVERY (1992)
 CZ1060
 CZ1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1060'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1060'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1060'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1060'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 0.3 KM (0.20 MI)
 CZ1060'SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 12.6 M (41.3 FT) WEST
 CZ1060'OF THE NEAR RAIL, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M
 CZ1060'(2.3 FT) SOUTH OF RAILROAD MILEPOST 979, 0.4 M (1.3 FT) NORTH OF A
 CZ1060'WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 CZ1060'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0297 ***********************************************************************
 DV0297  DESIGNATION -  A 285
 DV0297  PID         -  DV0297
 DV0297  STATE/COUNTY-  AZ/MARICOPA
 DV0297  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0297
 DV0297                         *CURRENT SURVEY CONTROL
 DV0297  ___________________________________________________________________
 DV0297* NAD 83(1986)-  33 00 22.     (N)    112 24 27.     (W)     SCALED    
 DV0297* NAVD 88     -       458.015  (meters)    1502.67   (feet)  ADJUSTED  
 DV0297  ___________________________________________________________________
 DV0297  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV0297  DYNAMIC HT  -         457.459 (meters)    1500.85  (feet)  COMP
 DV0297  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 DV0297
 DV0297  VERT ORDER  -  FIRST     CLASS II
 DV0297
 DV0297.The horizontal coordinates were scaled from a topographic map and have
 DV0297.an estimated accuracy of +/- 6 seconds.
 DV0297
 DV0297.The orthometric height was determined by differential leveling
 DV0297.and adjusted in June 1991.
 DV0297
 DV0297.The geoid height was determined by GEOID03.
 DV0297
 DV0297.The dynamic height is computed by dividing the NAVD 88
 DV0297.geopotential number by the normal gravity value computed on the
 DV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0297.degrees latitude (g = 980.6199 gals.).
 DV0297
 DV0297.The modeled gravity was interpolated from observed gravity values.
 DV0297
 DV0297;                    North         East    Units  Estimated Accuracy
 DV0297;SPC AZ C     -   222,540.      167,500.      MT  (+/- 180 meters Scaled)
 DV0297
 DV0297                          SUPERSEDED SURVEY CONTROL
 DV0297
 DV0297  NGVD 29 (??/??/92)  457.375  (m)         1500.57   (f) ADJ UNCH    1 2
 DV0297
 DV0297.Superseded values are not recommended for survey control.
 DV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0297.See file dsdata.txt to determine how the superseded data were derived.
 DV0297
 DV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB685528(NAD 83)
 DV0297_MARKER: DB = BENCH MARK DISK
 DV0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0297_STAMPING: A 285 1949
 DV0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0297+STABILITY: SURFACE MOTION
 DV0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0297+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0297
 DV0297  HISTORY     - Date     Condition        Report By
 DV0297  HISTORY     - 1949     MONUMENTED       CGS
 DV0297  HISTORY     - 1967     GOOD             NGS
 DV0297  HISTORY     - 1980     GOOD             NGS
 DV0297  HISTORY     - 1980     GOOD             NGS
 DV0297  HISTORY     - 19941202 GOOD             USPSQD
 DV0297  HISTORY     - 20070321 GOOD             GEOCAC
 DV0297
 DV0297                          STATION DESCRIPTION
 DV0297
 DV0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0297'8.65 MI W FROM MOBILE.
 DV0297'ABOUT 8.65 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0297'NELSON ELEMENTARY SCHOOL AT MOBILE, 0.1 MILE SOUTHWEST OF RAILROAD
 DV0297'BRIDGE NUMBER 876.45, 23 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 DV0297'NORTHWEST TRACK 6 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A
 DV0297'ROW OF POLES, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2
 DV0297'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 DV0297'POST PROJECTING 2 INCHES.
 DV0297
 DV0297                          STATION RECOVERY (1980)
 DV0297
 DV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0297'RECOVERED IN GOOD CONDITION.
 DV0297
 DV0297                          STATION RECOVERY (1980)
 DV0297
 DV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0297'RECOVERED IN GOOD CONDITION.
 DV0297
 DV0297                          STATION RECOVERY (1994)
 DV0297
 DV0297'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0297'RECOVERED IN GOOD CONDITION.
 DV0297
 DV0297                          STATION RECOVERY (2007)
 DV0297
 DV0297'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0664 ***********************************************************************
 ET0664  DESIGNATION -  A 286
 ET0664  PID         -  ET0664
 ET0664  STATE/COUNTY-  AZ/MOHAVE
 ET0664  USGS QUAD   -  SIGNAL (1990)
 ET0664
 ET0664                         *CURRENT SURVEY CONTROL
 ET0664  ___________________________________________________________________
 ET0664* NAD 83(1986)-  34 25 46.     (N)    113 43 39.     (W)     SCALED    
 ET0664* NAVD 88     -       717.247  (meters)    2353.17   (feet)  POSTED    
 ET0664  ___________________________________________________________________
 ET0664  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 ET0664  DYNAMIC HT  -         716.410 (meters)    2350.42  (feet)  COMP
 ET0664  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 ET0664
 ET0664  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0664
 ET0664.The horizontal coordinates were scaled from a topographic map and have
 ET0664.an estimated accuracy of +/- 6 seconds.
 ET0664
 ET0664.The orthometric height was determined by differential leveling
 ET0664.and adjusted in November 2005.
 ET0664.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0664.rate of 0.0 thru 1.0 mm/km.
 ET0664
 ET0664.The geoid height was determined by GEOID03.
 ET0664
 ET0664.The dynamic height is computed by dividing the NAVD 88
 ET0664.geopotential number by the normal gravity value computed on the
 ET0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0664.degrees latitude (g = 980.6199 gals.).
 ET0664
 ET0664.The modeled gravity was interpolated from observed gravity values.
 ET0664
 ET0664;                    North         East    Units  Estimated Accuracy
 ET0664;SPC AZ W     -   380,300.      215,430.      MT  (+/- 180 meters Scaled)
 ET0664
 ET0664                          SUPERSEDED SURVEY CONTROL
 ET0664
 ET0664  NGVD 29 (??/??/92)  716.519  (m)         2350.78   (f) ADJ UNCH    1 2
 ET0664
 ET0664.Superseded values are not recommended for survey control.
 ET0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0664.See file dsdata.txt to determine how the superseded data were derived.
 ET0664
 ET0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD493131(NAD 83)
 ET0664_MARKER: DB = BENCH MARK DISK
 ET0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0664_STAMPING: A 286 1950
 ET0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0664+STABILITY: SURFACE MOTION
 ET0664
 ET0664  HISTORY     - Date     Condition        Report By
 ET0664  HISTORY     - 1950     MONUMENTED       CGS
 ET0664  HISTORY     - 19870504 GOOD             USGS
 ET0664
 ET0664                          STATION DESCRIPTION
 ET0664
 ET0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0664'42.9 MI SE FROM YUCCA.
 ET0664'41.4 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0664'AT YUCCA, THENCE 1.5 MILES SOUTHEAST ALONG A TRACK ROAD, 0.4 MILE
 ET0664'SOUTHEAST OF THE Y JUNCTIOIN OF A TRACK ROAD LEADING SOUTHWEST, ABOUT
 ET0664'55 YARDS NORTH OF THE CROSSING OF A SMALL DRY WASH, ON THE TOP OF AND
 ET0664'AT THE APPROXIMATE CENTER OF A SMALL RISE, 26 1/2 FEET EAST OF THE
 ET0664'CENTER LINE OF THE ROAD, 3.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 ET0664'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0664'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0664
 ET0664                          STATION RECOVERY (1987)
 ET0664
 ET0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0156 ***********************************************************************
 ET0156  DESIGNATION -  A 288
 ET0156  PID         -  ET0156
 ET0156  STATE/COUNTY-  AZ/YAVAPAI
 ET0156  USGS QUAD   -  PRESCOTT (1973)
 ET0156
 ET0156                         *CURRENT SURVEY CONTROL
 ET0156  ___________________________________________________________________
 ET0156* NAD 83(1986)-  34 33 43.     (N)    112 29 20.     (W)     SCALED    
 ET0156* NAVD 88     -      1656.646  (meters)    5435.18   (feet)  POSTED    
 ET0156  ___________________________________________________________________
 ET0156  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 ET0156  DYNAMIC HT  -        1654.370 (meters)    5427.71  (feet)  COMP
 ET0156  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 ET0156
 ET0156  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0156
 ET0156.The horizontal coordinates were scaled from a topographic map and have
 ET0156.an estimated accuracy of +/- 6 seconds.
 ET0156
 ET0156.The orthometric height was determined by differential leveling
 ET0156.and adjusted in November 2005.
 ET0156.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0156.rate of 0.0 thru 1.0 mm/km.
 ET0156
 ET0156.The geoid height was determined by GEOID03.
 ET0156
 ET0156.The dynamic height is computed by dividing the NAVD 88
 ET0156.geopotential number by the normal gravity value computed on the
 ET0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0156.degrees latitude (g = 980.6199 gals.).
 ET0156
 ET0156.The modeled gravity was interpolated from observed gravity values.
 ET0156
 ET0156;                    North         East    Units  Estimated Accuracy
 ET0156;SPC AZ C     -   395,130.      160,850.      MT  (+/- 180 meters Scaled)
 ET0156
 ET0156                          SUPERSEDED SURVEY CONTROL
 ET0156
 ET0156  NGVD 29 (??/??/92) 1655.788  (m)         5432.36   (f) ADJ UNCH    1 2
 ET0156
 ET0156.Superseded values are not recommended for survey control.
 ET0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0156.See file dsdata.txt to determine how the superseded data were derived.
 ET0156
 ET0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD634254(NAD 83)
 ET0156_MARKER: DB = BENCH MARK DISK
 ET0156_SETTING: 66 = SET IN ROCK OUTCROP
 ET0156_SP_SET: ROCK OUTCROP
 ET0156_STAMPING: A 288 1950
 ET0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0156+STABILITY: POSITION/ELEVATION WELL
 ET0156
 ET0156  HISTORY     - Date     Condition        Report By
 ET0156  HISTORY     - 1950     MONUMENTED       CGS
 ET0156  HISTORY     - 1973     GOOD             USGS
 ET0156  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0156
 ET0156                          STATION DESCRIPTION
 ET0156
 ET0156'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0156'2.5 MI NW FROM PRESCOTT.
 ET0156'1.8 MILES NORTHWEST ALONG THE AT AND SF RY FROM STA IN PRESCOTT 0.4
 ET0156'MILES WEST OF THE YAVAPAI COUNTY COURTHOUSE ALONG W. GOURLEY TO MILLER
 ET0156'VALLEY ROAD.  THENCE 1.4 MILES NORTHWEST ALONG MILLER VALLEY ROAD TO
 ET0156'Y-RD INTERSECTION WITH IRON SPRINGS ROAD.  THENCE 0.6 MILES NORTHWEST
 ET0156'ALONG IRON SPRINGS ROAD TO A PRIVATE DRIVE.  THENCE SSW ON PRIVATE
 ET0156'DRIVE FOR ABOUT 0.1 MI TO OLD RAILROAD GRADE.  THENCE SOUTHEASTERLY
 ET0156'ALONG RAILROAD GRADE ABOUT 100 FT TO A POINT OPPOSITE A LARGE JUNIPER
 ET0156'ON SOUTHEAST SIDE OF OLD GRADE.  ABOUT 70 FT. WEST OF OLD RAILROAD
 ET0156'GRADE IN ROCK OUTCROP AND ABOUT 2 FT HIGHER THAN OLD GRADE, A STD USC
 ET0156'AND GS TABLET STAMPED A 288 1950.
 ET0156
 ET0156                          STATION RECOVERY (1997)
 ET0156
 ET0156'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0603 ***********************************************************************
 ET0603  DESIGNATION -  A 289
 ET0603  PID         -  ET0603
 ET0603  STATE/COUNTY-  AZ/MOHAVE
 ET0603  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0603
 ET0603                         *CURRENT SURVEY CONTROL
 ET0603  ___________________________________________________________________
 ET0603* NAD 83(1986)-  34 33 18.     (N)    113 20 54.     (W)     SCALED    
 ET0603* NAVD 88     -       726.807  (meters)    2384.53   (feet)  POSTED    
 ET0603  ___________________________________________________________________
 ET0603  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0603  DYNAMIC HT  -         725.940 (meters)    2381.69  (feet)  COMP
 ET0603  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 ET0603
 ET0603  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0603
 ET0603.The horizontal coordinates were scaled from a topographic map and have
 ET0603.an estimated accuracy of +/- 6 seconds.
 ET0603
 ET0603.The orthometric height was determined by differential leveling
 ET0603.and adjusted in November 2005.
 ET0603.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0603.rate of 2.1 thru 3.0 mm/km.
 ET0603
 ET0603.The geoid height was determined by GEOID03.
 ET0603
 ET0603.The dynamic height is computed by dividing the NAVD 88
 ET0603.geopotential number by the normal gravity value computed on the
 ET0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0603.degrees latitude (g = 980.6199 gals.).
 ET0603
 ET0603.The modeled gravity was interpolated from observed gravity values.
 ET0603
 ET0603;                    North         East    Units  Estimated Accuracy
 ET0603;SPC AZ W     -   394,300.      250,220.      MT  (+/- 180 meters Scaled)
 ET0603
 ET0603                          SUPERSEDED SURVEY CONTROL
 ET0603
 ET0603  NGVD 29 (??/??/92)  726.093  (m)         2382.19   (f) ADJ UNCH    1 2
 ET0603
 ET0603.Superseded values are not recommended for survey control.
 ET0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0603.See file dsdata.txt to determine how the superseded data were derived.
 ET0603
 ET0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD845262(NAD 83)
 ET0603_MARKER: DB = BENCH MARK DISK
 ET0603_SETTING: 80 = SET IN A BOULDER
 ET0603_SP_SET: GRANITE BOULDER
 ET0603_STAMPING: A 289 1950
 ET0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0603+STABILITY: SURFACE MOTION
 ET0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0603+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0603
 ET0603  HISTORY     - Date     Condition        Report By
 ET0603  HISTORY     - 1950     MONUMENTED       CGS
 ET0603  HISTORY     - 1975     GOOD             USGS
 ET0603  HISTORY     - 20081130 GOOD             GEOCAC
 ET0603
 ET0603                          STATION DESCRIPTION
 ET0603
 ET0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0603'25.7 MI SE FROM WIKIEUP.
 ET0603'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0603'WIKIEUP, THENCE 18.3 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.3
 ET0603'MILE SOUTHEAST OF THE Y JUNCTION OF A DIRT ROAD LEADING NORTH TO
 ET0603'BAGDAD, ON THE SOUTHWEST SIDE OF A DRY WASH, AT THE BOTTOM OF A STEEP
 ET0603'GRADE, ABOUT 35 YARDS NORTH, DOWN THE WASH, FROM AN OLD WRECKED CAR
 ET0603'BODY LYING IN THE BOTTOM OF THE WASH, IN THE TOP OF A GRANITE BOULDER,
 ET0603'55 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTH OF THE
 ET0603'NORTH EDGE OF THE LARGEST SPLIT BOULDER ON THE SOUTHWEST SIDE OF THE
 ET0603'WASH, 17 FEET WEST OF THREE CLOSELY-GROUPED 4-INCH MESQUITE TREES,
 ET0603'ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0603'LETTERS B M.
 ET0603
 ET0603                          STATION RECOVERY (1975)
 ET0603
 ET0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0603'WIKIEUP POST OFFICE, 8.0 MI, S. OF ALONG STATE HWY. 93, THENCE 15.15
 ET0603'MI SE. ALONG COUNTY RD. 0.3 MI SE. OF Y-JCT. OF RD. N. TO BAGDAD, ON
 ET0603'SOUTHWEST SIDE OF DRY WASH, AT BOTTOM OF STEEP GRADE. 55 FT SW. OF
 ET0603'CENTERLINE OF RD., 33 FT N. OF NORTH EDGE OF LARGEST SPLIT BOULDER ON
 ET0603'SOUTHWEST SIDE OF WASH, 17 FT W. OF 3 GROUPED 4-INCH MESQUITE TREES.
 ET0603'IN TOP OF GRANITE BOULDER ABOUT 4 FT HIGHER THAN RD. NGS TABLET
 ET0603'STAMPED A 289 1950.
 ET0603
 ET0603                          STATION RECOVERY (2008)
 ET0603
 ET0603'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0603'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0603'THE DESCRIPTION - THE MARK IS LOCATED EAST OF A BOULDER WITH A WHITE
 ET0603'PAINTED CROSS. HANDHELD COORDINATES
 ET0603'34 33 19.0 (N)   113 20 54.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0281 ***********************************************************************
 ES0281  DESIGNATION -  A 29
 ES0281  PID         -  ES0281
 ES0281  STATE/COUNTY-  AZ/GILA
 ES0281  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0281
 ES0281                         *CURRENT SURVEY CONTROL
 ES0281  ___________________________________________________________________
 ES0281* NAD 83(1986)-  34 13 52.     (N)    111 20 16.     (W)     SCALED    
 ES0281* NAVD 88     -      1490.389  (meters)    4889.72   (feet)  ADJUSTED  
 ES0281  ___________________________________________________________________
 ES0281  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 ES0281  DYNAMIC HT  -        1488.345 (meters)    4883.01  (feet)  COMP
 ES0281  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 ES0281
 ES0281  VERT ORDER  -  FIRST     CLASS II
 ES0281
 ES0281.The horizontal coordinates were scaled from a topographic map and have
 ES0281.an estimated accuracy of +/- 6 seconds.
 ES0281
 ES0281.The orthometric height was determined by differential leveling
 ES0281.and adjusted in June 1991.
 ES0281
 ES0281.The geoid height was determined by GEOID03.
 ES0281
 ES0281.The dynamic height is computed by dividing the NAVD 88
 ES0281.geopotential number by the normal gravity value computed on the
 ES0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0281.degrees latitude (g = 980.6199 gals.).
 ES0281
 ES0281.The modeled gravity was interpolated from observed gravity values.
 ES0281
 ES0281;                    North         East    Units  Estimated Accuracy
 ES0281;SPC AZ E     -   358,910.      105,470.      MT  (+/- 180 meters Scaled)
 ES0281
 ES0281                          SUPERSEDED SURVEY CONTROL
 ES0281
 ES0281  NGVD 29 (??/??/92) 1489.648  (m)         4887.29   (f) ADJ UNCH    1 2
 ES0281
 ES0281.Superseded values are not recommended for survey control.
 ES0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0281.See file dsdata.txt to determine how the superseded data were derived.
 ES0281
 ES0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC688878(NAD 83)
 ES0281_MARKER: DB = BENCH MARK DISK
 ES0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0281_STAMPING: 4887.287 A 29 1933
 ES0281_MARK LOGO: CGS   
 ES0281_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0281+STABILITY: SURFACE MOTION
 ES0281
 ES0281  HISTORY     - Date     Condition        Report By
 ES0281  HISTORY     - 1933     MONUMENTED       CGS
 ES0281  HISTORY     - 1972     GOOD             USGS
 ES0281  HISTORY     - 1982     GOOD             NGS
 ES0281  HISTORY     - 20070309 GOOD             GEOCAC
 ES0281
 ES0281                          STATION DESCRIPTION
 ES0281
 ES0281'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0281'0.15 MI W FROM PAYSON.
 ES0281'0.15 MILES WEST OF POST OFFICE AT PAYSON, GILA COUNTY, 121 FEET WEST
 ES0281'OF THE CENTER LINE OF N. HIGHLAND AVE. AND 54 FEET NORTH OF MAIN
 ES0281'STREET (CENTER LINE), 21 FEET EAST OF CENTER LINE OF CONCRETE STEPS
 ES0281'LEADING TO THE LONE PINE HOTEL, SET BETWEEN TWO CONCRETE BLOCKS OF A
 ES0281'TWO FOOT HIGH RETAINING WALL, AND ABOUT FOUR INCHES LOWER THAN TOP
 ES0281'SURFACE OF THE WALL.  A STANDARD USC AND GS DISK SET IN TOP OF A
 ES0281'CONCRETE POST, STAMPED 4887.287 A 29 1933.
 ES0281
 ES0281                          STATION RECOVERY (1982)
 ES0281
 ES0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0281'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0281'IN PAYSON, IN-SET IN A CINDER BLOCK AND WIRE FENCE AROUND THE OLD LONE
 ES0281'PINE HOTEL, 16.4 METERS (54 FT) NORTH OF THE CENTER OF MAIN STREET,
 ES0281'7.3 METERS (24 FT) WEST OF THE SOUTHEAST CORNER OF THE WALL AND THE
 ES0281'FENCE, 6.4 METERS (21 FT) EAST OF THE TOP STEP OF THE STAIRS.
 ES0281
 ES0281                          STATION RECOVERY (2007)
 ES0281
 ES0281'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0281'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0281'THE DESCRIPTION   THE MARK IS LOCATED UNDER A WIRE AND PICKET FENCE.
 ES0281'HANDHELD COORDINATES
 ES0281' 
 ES0281'34 13 52.7 (N)   111 20 16.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1514 ***********************************************************************
 GR1514  DESIGNATION -  A 29
 GR1514  PID         -  GR1514
 GR1514  STATE/COUNTY-  AZ/MOHAVE
 GR1514  USGS QUAD   -  MIDDLE POINT (1983)
 GR1514
 GR1514                         *CURRENT SURVEY CONTROL
 GR1514  ___________________________________________________________________
 GR1514* NAD 83(1992)-  36 07 44.95022(N)    114 22 43.13118(W)     ADJUSTED  
 GR1514* NAVD 88     -       405.6    (meters)    1331.     (feet)  VERTCON   
 GR1514  ___________________________________________________________________
 GR1514  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 GR1514  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 GR1514  HORZ ORDER  -  THIRD
 GR1514
 GR1514.The horizontal coordinates were established by classical geodetic methods
 GR1514.and adjusted by the National Geodetic Survey in August 1993.
 GR1514
 GR1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1514
 GR1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1514
 GR1514.The geoid height was determined by GEOID03.
 GR1514
 GR1514;                    North         East     Units Scale Factor Converg.
 GR1514;SPC AZ W     -   569,044.278   156,774.807   MT  0.99997277   -0 22 14.4
 GR1514;SPC AZ W     - 1,866,943.17    514,353.04   iFT  0.99997277   -0 22 14.4
 GR1514;SPC NV E     - 8,153,672.040   308,433.142   MT  1.00004483   +0 42 37.3
 GR1514;SPC NV E     -26,750,839.02  1,011,917.73   sFT  1.00004483   +0 42 37.3
 GR1514;UTM  11      - 4,001,456.511   735,895.732   MT  1.00028571   +1 32 46.6
 GR1514
 GR1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1514!SPC AZ W     -   0.99994070  x   0.99997277  =   0.99991347
 GR1514!SPC NV E     -   0.99994070  x   1.00004483  =   0.99998552
 GR1514!UTM  11      -   0.99994070  x   1.00028571  =   1.00022639
 GR1514
 GR1514:                Primary Azimuth Mark                     Grid Az
 GR1514:SPC AZ W     -  A 28                                     197 31 32.6
 GR1514:SPC NV E     -  A 28                                     196 26 40.9
 GR1514:UTM  11      -  A 28                                     195 36 31.6
 GR1514
 GR1514|---------------------------------------------------------------------|
 GR1514| PID    Reference Object                     Distance      Geod. Az  |
 GR1514|                                                           dddmmss.s |
 GR1514| GR1513 A 28                                APPROX. 2.3 KM 1970918.2 |
 GR1514|---------------------------------------------------------------------|
 GR1514
 GR1514                          SUPERSEDED SURVEY CONTROL
 GR1514
 GR1514  NAD 83(1986)-  36 07 44.93875(N)    114 22 43.12466(W) AD(       ) 3
 GR1514  NGVD 29 (06/27/88)  405.0    (m)         1329.     (f) VERT ANG    3  
 GR1514
 GR1514.Superseded values are not recommended for survey control.
 GR1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1514.See file dsdata.txt to determine how the superseded data were derived.
 GR1514
 GR1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3589601457(NAD 83)
 GR1514_MARKER: DS = TRIANGULATION STATION DISK
 GR1514_SETTING: 66 = SET IN ROCK OUTCROP
 GR1514_SP_SET: SET IN ROCK OUTCROP
 GR1514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1514+STABILITY: POSITION/ELEVATION WELL
 GR1514
 GR1514  HISTORY     - Date     Condition        Report By
 GR1514  HISTORY     - 1948     MONUMENTED       USGS
 GR1514
 GR1514                          STATION DESCRIPTION
 GR1514
 GR1514'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1514'LOCATED ON EAST POINT, ABOUT 1100 FT. SE. OF N.P.S. LIGHT BASE ON
 GR1514'EAST POINT, ABOUT 200 FT. NW. OF HIGHEST POINT ON RIDGE, ABOUT
 GR1514'100 FT. ABOVE HIGH WATER MARK.
 GR1514'
 GR1514'TO REACH NOT GIVEN.
 GR1514'
 GR1514'STATION MARK--STANDARD TABLET STAMPED---A29 1948---, CEMENTED IN
 GR1514'ROCK OUTCROP.
 GR1514'
 GR1514'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0330 ***********************************************************************
 ET0330  DESIGNATION -  A 290
 ET0330  PID         -  ET0330
 ET0330  STATE/COUNTY-  AZ/YAVAPAI
 ET0330  USGS QUAD   -  HILLSIDE (1969)
 ET0330
 ET0330                         *CURRENT SURVEY CONTROL
 ET0330  ___________________________________________________________________
 ET0330* NAD 83(1986)-  34 24 56.     (N)    112 52 37.     (W)     SCALED    
 ET0330* NAVD 88     -      1232.133  (meters)    4042.42   (feet)  POSTED    
 ET0330  ___________________________________________________________________
 ET0330  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0330  DYNAMIC HT  -        1230.550 (meters)    4037.23  (feet)  COMP
 ET0330  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 ET0330
 ET0330  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0330
 ET0330.The horizontal coordinates were scaled from a topographic map and have
 ET0330.an estimated accuracy of +/- 6 seconds.
 ET0330
 ET0330.The orthometric height was determined by differential leveling
 ET0330.and adjusted in November 2005.
 ET0330.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0330.rate of 1.1 thru 2.0 mm/km.
 ET0330
 ET0330.The geoid height was determined by GEOID03.
 ET0330
 ET0330.The dynamic height is computed by dividing the NAVD 88
 ET0330.geopotential number by the normal gravity value computed on the
 ET0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0330.degrees latitude (g = 980.6199 gals.).
 ET0330
 ET0330.The modeled gravity was interpolated from observed gravity values.
 ET0330
 ET0330;                    North         East    Units  Estimated Accuracy
 ET0330;SPC AZ C     -   379,160.      125,090.      MT  (+/- 180 meters Scaled)
 ET0330
 ET0330                          SUPERSEDED SURVEY CONTROL
 ET0330
 ET0330  NGVD 29 (??/??/92) 1231.359  (m)         4039.88   (f) ADJ UNCH    1 2
 ET0330
 ET0330.Superseded values are not recommended for survey control.
 ET0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0330.See file dsdata.txt to determine how the superseded data were derived.
 ET0330
 ET0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD275098(NAD 83)
 ET0330_MARKER: DB = BENCH MARK DISK
 ET0330_SETTING: 80 = SET IN A BOULDER
 ET0330_SP_SET: BOULDER
 ET0330_STAMPING: A 290 1950
 ET0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0330+STABILITY: SURFACE MOTION
 ET0330
 ET0330  HISTORY     - Date     Condition        Report By
 ET0330  HISTORY     - 1950     MONUMENTED       CGS
 ET0330
 ET0330                          STATION DESCRIPTION
 ET0330
 ET0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0330'2.7 MI E FROM HILLSIDE.
 ET0330'2.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0330'THE STATION AT HILLSIDE, 73 1/2 FEET NORTHEAST OF THE CENTER OF THE
 ET0330'NORTH END OF 3- BY 3- FOOT WOODEN CULVERT NO. A 100, IN THE TOP OF A
 ET0330'BLACK BOULDER, 63.8 FEET NORTH OF THE NORTH RAIL, 54.3 FEET NORTHWEST
 ET0330'OF MILEPOLE 99, 24 FEET SOUTH OF A FENCE, AND ABOUT 7 FEET LOWER THAN
 ET0330'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0400 ***********************************************************************
 CZ0400  DESIGNATION -  A 292
 CZ0400  PID         -  CZ0400
 CZ0400  STATE/COUNTY-  AZ/PINAL
 CZ0400  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0400
 CZ0400                         *CURRENT SURVEY CONTROL
 CZ0400  ___________________________________________________________________
 CZ0400* NAD 83(1986)-  32 32 15.     (N)    111 25 35.     (W)     SCALED    
 CZ0400* NAVD 88     -       554.42   (+/-2cm)    1819.0    (feet)  VERTCON   
 CZ0400  ___________________________________________________________________
 CZ0400  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0400
 CZ0400.The horizontal coordinates were scaled from a topographic map and have
 CZ0400.an estimated accuracy of +/- 6 seconds.
 CZ0400
 CZ0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0400.The vertical order pertains to the NGVD 29 superseded value.
 CZ0400
 CZ0400.The geoid height was determined by GEOID03.
 CZ0400
 CZ0400;                    North         East    Units  Estimated Accuracy
 CZ0400;SPC AZ C     -   170,570.      259,410.      MT  (+/- 180 meters Scaled)
 CZ0400
 CZ0400                          SUPERSEDED SURVEY CONTROL
 CZ0400
 CZ0400  NGVD 29 (??/??/92)  553.945  (m)         1817.40   (f) ADJ UNCH    2 0
 CZ0400
 CZ0400.Superseded values are not recommended for survey control.
 CZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0400.See file dsdata.txt to determine how the superseded data were derived.
 CZ0400
 CZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB599000(NAD 83)
 CZ0400_MARKER: DB = BENCH MARK DISK
 CZ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0400_STAMPING: A 292 1951
 CZ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0400+STABILITY: SURFACE MOTION
 CZ0400
 CZ0400  HISTORY     - Date     Condition        Report By
 CZ0400  HISTORY     - 1951     MONUMENTED       CGS
 CZ0400  HISTORY     - 1977     GOOD             USGS
 CZ0400
 CZ0400                          STATION DESCRIPTION
 CZ0400
 CZ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0400'6.7 MI W FROM RED ROCK.
 CZ0400'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0400'RAILROAD STATION AT RED ROCK, THENCE 6.5 MILES WEST ALONG A GRADED
 CZ0400'ROAD, AT A Y JUNCTION OF A GRADED ROAD LEADING NORTH TO THE LA OSA
 CZ0400'RANCH, IN LINE WITH A TELEPHONE LINE, 63 1/2 FEET NORTHWEST OF THE
 CZ0400'CENTER LINE OF THE GRADED ROAD, 33 1/2 FEET NORTHEAST OF THE CENTER
 CZ0400'LINE OF THE GRADED ROAD LEADING NORTH, 4.2 FEET WEST OF A TELEPHONE
 CZ0400'POLE, 2.2 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 CZ0400'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CZ0400'GROUND.
 CZ0400
 CZ0400                          STATION RECOVERY (1977)
 CZ0400
 CZ0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0400'0.2 MI SE. ALONG OLD STATE HWY 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0400'STATION AT RED ROCK, THENCE 6.5 MI SW. ALONG SASCO RD. 110 FT NW. OF
 CZ0400'RD. FORK NW. TO LA OSA RANCH, IN LINE WITH TELEPHONE LINE, 50 FT N.
 CZ0400'OF CENTERLINE OF MAIN RD., 25 FT NE. OF RANCH RD. 4.2 FT W. OF
 CZ0400'TELEPHONE POLE, 2.2 FT E. OF WITNESS POST, ABOUT LEVEL WITH RD. IN
 CZ0400'TOP OF CONCRETE POST PROJECTING 0.7 FT. NGS DISK STAMPED A 292 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0479 ***********************************************************************
 CZ0479  DESIGNATION -  A 294
 CZ0479  PID         -  CZ0479
 CZ0479  STATE/COUNTY-  AZ/PINAL
 CZ0479  USGS QUAD   -  RED ROCK (1993)
 CZ0479
 CZ0479                         *CURRENT SURVEY CONTROL
 CZ0479  ___________________________________________________________________
 CZ0479* NAD 83(1986)-  32 30 20.     (N)    111 20 41.     (W)     SCALED    
 CZ0479* NAVD 88     -       568.83   (+/-2cm)    1866.2    (feet)  VERTCON   
 CZ0479  ___________________________________________________________________
 CZ0479  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0479
 CZ0479.The horizontal coordinates were scaled from a topographic map and have
 CZ0479.an estimated accuracy of +/- 6 seconds.
 CZ0479
 CZ0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0479.The vertical order pertains to the NGVD 29 superseded value.
 CZ0479
 CZ0479.The geoid height was determined by GEOID03.
 CZ0479
 CZ0479;                    North         East    Units  Estimated Accuracy
 CZ0479;SPC AZ C     -   167,070.      267,100.      MT  (+/- 180 meters Scaled)
 CZ0479
 CZ0479                          SUPERSEDED SURVEY CONTROL
 CZ0479
 CZ0479  NGVD 29 (??/??/92)  568.359  (m)         1864.69   (f) ADJ UNCH    2 0
 CZ0479
 CZ0479.Superseded values are not recommended for survey control.
 CZ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0479.See file dsdata.txt to determine how the superseded data were derived.
 CZ0479
 CZ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA676965(NAD 83)
 CZ0479_MARKER: DB = BENCH MARK DISK
 CZ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0479_STAMPING: A 294 1951
 CZ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0479+STABILITY: SURFACE MOTION
 CZ0479
 CZ0479  HISTORY     - Date     Condition        Report By
 CZ0479  HISTORY     - 1951     MONUMENTED       CGS
 CZ0479
 CZ0479                          STATION DESCRIPTION
 CZ0479
 CZ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0479'2.9 MI W FROM MARANA AIR BASE.
 CZ0479'0.1 MILE NORTHEAST ALONG THE STREET FROM THE CONTROL TOWER AT THE
 CZ0479'MARANA AIR PORT TO AN INTERSECTION, THENCE 1.9 MILES NORTHWEST AND
 CZ0479'WEST ALONG THE ROAD LEADING TO THE SEWAGE DISPOSAL PLANT AND LOCKED
 CZ0479'GATE AT THE SOUTH SIDE OF THE PLANT, THRU THE GATE 0.1 MILE TO THE
 CZ0479'ROAD LEADING SOUTH, THENCE 0.8 MILE SOUTH, AT A POINT WHERE THE ROAD
 CZ0479'TURNS OFF THE MAIN ROAD TO BY PASS A MUD HOLE, 27 1/2 FEET SOUTHWEST
 CZ0479'OF THE CENTER OF THE JUNCTION OF THE MAIN ROAD AND TURN OUT ROAD, 23
 CZ0479'1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 2.4 FEET EAST OF
 CZ0479'THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 CZ0479'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0724 ***********************************************************************
 CZ0724  DESIGNATION -  A 295
 CZ0724  PID         -  CZ0724
 CZ0724  STATE/COUNTY-  AZ/PIMA
 CZ0724  USGS QUAD   -  AVRA (1992)
 CZ0724
 CZ0724                         *CURRENT SURVEY CONTROL
 CZ0724  ___________________________________________________________________
 CZ0724* NAD 83(1986)-  32 16 26.     (N)    111 13 06.     (W)     SCALED    
 CZ0724* NAVD 88     -       715.43   (+/-2cm)    2347.2    (feet)  VERTCON   
 CZ0724  ___________________________________________________________________
 CZ0724  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0724
 CZ0724.The horizontal coordinates were scaled from a topographic map and have
 CZ0724.an estimated accuracy of +/- 6 seconds.
 CZ0724
 CZ0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0724.The vertical order pertains to the NGVD 29 superseded value.
 CZ0724
 CZ0724.The geoid height was determined by GEOID03.
 CZ0724
 CZ0724;                    North         East    Units  Estimated Accuracy
 CZ0724;SPC AZ C     -   141,450.      279,150.      MT  (+/- 180 meters Scaled)
 CZ0724
 CZ0724                          SUPERSEDED SURVEY CONTROL
 CZ0724
 CZ0724  NGVD 29 (??/??/92)  714.781  (m)         2345.08   (f) ADJ UNCH    2 0
 CZ0724
 CZ0724.Superseded values are not recommended for survey control.
 CZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0724.See file dsdata.txt to determine how the superseded data were derived.
 CZ0724
 CZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA794708(NAD 83)
 CZ0724_MARKER: DB = BENCH MARK DISK
 CZ0724_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0724_SP_SET: ROCK OUTCROP
 CZ0724_STAMPING: A 295 1951
 CZ0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0724+STABILITY: POSITION/ELEVATION WELL
 CZ0724
 CZ0724  HISTORY     - Date     Condition        Report By
 CZ0724  HISTORY     - 1951     MONUMENTED       CGS
 CZ0724
 CZ0724                          STATION DESCRIPTION
 CZ0724
 CZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0724'19.4 MI W FROM TUCSON.
 CZ0724'6.2 MILES WEST OF THE U. S. VERERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0724'HIGHWAY 86 (AJO-TUCSON), THENCE 13.2 MILES NORTHWEST ALONG KINNEY ROAD
 CZ0724'(VIA MCCAIN LOOP), AT A LARGE TRIANGLE FORMED BY THE Y JUNCTION OF
 CZ0724'KINNEY AND PALO VERDE TRAIL, ROADS, AND IN THE TOP OF A LARGE ROCK
 CZ0724'OUTCROP, 119 FEET SOUTH OF THE NORTHEAST APEX OF THE TRIANGLE, 15 1/2
 CZ0724'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LEG OF THE TRIANGLE
 CZ0724'(KINNEY ROAD), AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0825 ***********************************************************************
 CZ0825  DESIGNATION -  A 296
 CZ0825  PID         -  CZ0825
 CZ0825  STATE/COUNTY-  AZ/PIMA
 CZ0825  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0825
 CZ0825                         *CURRENT SURVEY CONTROL
 CZ0825  ___________________________________________________________________
 CZ0825* NAD 83(1986)-  32 09 11.     (N)    111 07 44.     (W)     SCALED    
 CZ0825* NAVD 88     -       745.52   (+/-2cm)    2445.9    (feet)  VERTCON   
 CZ0825  ___________________________________________________________________
 CZ0825  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CZ0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0825
 CZ0825.The horizontal coordinates were scaled from a topographic map and have
 CZ0825.an estimated accuracy of +/- 6 seconds.
 CZ0825
 CZ0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0825.The vertical order pertains to the NGVD 29 superseded value.
 CZ0825
 CZ0825.The geoid height was determined by GEOID03.
 CZ0825
 CZ0825;                    North         East    Units  Estimated Accuracy
 CZ0825;SPC AZ C     -   128,110.      287,670.      MT  (+/- 180 meters Scaled)
 CZ0825
 CZ0825                          SUPERSEDED SURVEY CONTROL
 CZ0825
 CZ0825  NGVD 29 (??/??/92)  744.840  (m)         2443.70   (f) ADJ UNCH    2 0
 CZ0825
 CZ0825.Superseded values are not recommended for survey control.
 CZ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0825.See file dsdata.txt to determine how the superseded data were derived.
 CZ0825
 CZ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA878574(NAD 83)
 CZ0825_MARKER: DB = BENCH MARK DISK
 CZ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0825_STAMPING: A 296 1951
 CZ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0825+STABILITY: SURFACE MOTION
 CZ0825
 CZ0825  HISTORY     - Date     Condition        Report By
 CZ0825  HISTORY     - 1951     MONUMENTED       CGS
 CZ0825
 CZ0825                          STATION DESCRIPTION
 CZ0825
 CZ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0825'10.0 MI SW FROM TUCSON.
 CZ0825'10 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0825'HIGHWAY 86, IN LINE WITH A TELEPHONE LINE, 0.8 MILE SOUTHWEST OF THE
 CZ0825'EL PASO GAS LINE AND STATE HIGHWAY 86 INTERSECTION, 0.4 MILE NORTHEAST
 CZ0825'OF THE Y JUNCTION TO THE RANCHO DIABLO, 58 FEET SOUTHEAST OF THE
 CZ0825'CENTER LINE OF THE HIGHWAY, 8.8 FEET NORTHEAST OF A TLELPHONE POLE,
 CZ0825'2.6 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0825'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0032 ***********************************************************************
 DA0032  DESIGNATION -  A 298
 DA0032  PID         -  DA0032
 DA0032  STATE/COUNTY-  AZ/PINAL
 DA0032  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0032
 DA0032                         *CURRENT SURVEY CONTROL
 DA0032  ___________________________________________________________________
 DA0032* NAD 83(1986)-  32 37 16.     (N)    112 07 50.     (W)     SCALED    
 DA0032* NAVD 88     -       628.34   (+/-2cm)    2061.5    (feet)  VERTCON   
 DA0032  ___________________________________________________________________
 DA0032  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0032
 DA0032.The horizontal coordinates were scaled from a topographic map and have
 DA0032.an estimated accuracy of +/- 6 seconds.
 DA0032
 DA0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0032.The vertical order pertains to the NGVD 29 superseded value.
 DA0032
 DA0032.The geoid height was determined by GEOID03.
 DA0032
 DA0032;                    North         East    Units  Estimated Accuracy
 DA0032;SPC AZ C     -   179,760.      193,290.      MT  (+/- 180 meters Scaled)
 DA0032
 DA0032                          SUPERSEDED SURVEY CONTROL
 DA0032
 DA0032  NGVD 29 (??/??/92)  627.672  (m)         2059.29   (f) ADJ UNCH    2 0
 DA0032
 DA0032.Superseded values are not recommended for survey control.
 DA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0032.See file dsdata.txt to determine how the superseded data were derived.
 DA0032
 DA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB939098(NAD 83)
 DA0032_MARKER: DB = BENCH MARK DISK
 DA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0032_STAMPING: A 298 1951
 DA0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0032+STABILITY: SURFACE MOTION
 DA0032
 DA0032  HISTORY     - Date     Condition        Report By
 DA0032  HISTORY     - 1951     MONUMENTED       CGS
 DA0032  HISTORY     - 1951     GOOD             NGS
 DA0032
 DA0032                          STATION DESCRIPTION
 DA0032
 DA0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0032'1.1 MI W FROM BITTER WELL.
 DA0032'1.1 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, ON THE
 DA0032'EAST SLOPE OF A GRADE, 73 1/2 FEET EAST OF A LONE PALO VERDE TREE, 12
 DA0032'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A WITNESS
 DA0032'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DA0032'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1212 ***********************************************************************
 CZ1212  DESIGNATION -  A 299
 CZ1212  PID         -  CZ1212
 CZ1212  STATE/COUNTY-  AZ/PINAL
 CZ1212  USGS QUAD   -  CHUICHU (1992)
 CZ1212
 CZ1212                         *CURRENT SURVEY CONTROL
 CZ1212  ___________________________________________________________________
 CZ1212* NAD 83(1986)-  32 49 16.     (N)    111 51 37.     (W)     SCALED    
 CZ1212* NAVD 88     -       418.02   (+/-2cm)    1371.5    (feet)  VERTCON   
 CZ1212  ___________________________________________________________________
 CZ1212  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1212
 CZ1212.The horizontal coordinates were scaled from a topographic map and have
 CZ1212.an estimated accuracy of +/- 6 seconds.
 CZ1212
 CZ1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1212.The vertical order pertains to the NGVD 29 superseded value.
 CZ1212
 CZ1212.The geoid height was determined by GEOID03.
 CZ1212
 CZ1212;                    North         East    Units  Estimated Accuracy
 CZ1212;SPC AZ C     -   201,920.      218,640.      MT  (+/- 180 meters Scaled)
 CZ1212
 CZ1212                          SUPERSEDED SURVEY CONTROL
 CZ1212
 CZ1212  NGVD 29 (??/??/92)  417.411  (m)         1369.46   (f) ADJ UNCH    2 0
 CZ1212
 CZ1212.Superseded values are not recommended for survey control.
 CZ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1212.See file dsdata.txt to determine how the superseded data were derived.
 CZ1212
 CZ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194317(NAD 83)
 CZ1212_MARKER: DB = BENCH MARK DISK
 CZ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1212_STAMPING: A 299 1951
 CZ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1212+STABILITY: SURFACE MOTION
 CZ1212
 CZ1212  HISTORY     - Date     Condition        Report By
 CZ1212  HISTORY     - 1951     MONUMENTED       CGS
 CZ1212  HISTORY     - 1952     GOOD             NGS
 CZ1212  HISTORY     - 1966     GOOD             NGS
 CZ1212  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ1212
 CZ1212                          STATION DESCRIPTION
 CZ1212
 CZ1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1212'10.3 MI SW FROM CASA GRANDE.
 CZ1212'6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1212'WATER TANK AT CASA GRANDE, THENCE 4 MILES SOUTH ALONG A GRADED ROAD,
 CZ1212'AT THE DEAD END OF THE ROAD, AT AN EAST-WEST CANAL, ABOUT 80 YARDS
 CZ1212'EAST OF A PUMP HOUSE, 39 FEET NORTH OF THE NORTH BANK OF A LEVEE, 35
 CZ1212'FEET WEST OF THE APPROXIMATE CENTER OF THE DEAD END ROAD, 20 FEET
 CZ1212'NORTH OF THE CENTER LINE OF THE ACCESS ROAD TO THE PUMP HOUSE, 1.1
 CZ1212'FEET WEST OF A FENCE, 1.9 FEET NORTH OF A WITNESS POST, AND SET IN THE
 CZ1212'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1212'LEVEL WITH THE ROAD.
 CZ1212
 CZ1212                          STATION RECOVERY (1966)
 CZ1212
 CZ1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1212'RECOVERED IN GOOD CONDITION.
 CZ1212
 CZ1212                          STATION RECOVERY (2007)
 CZ1212
 CZ1212'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1212'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0081 ***********************************************************************
 FR0081  DESIGNATION -  A 3
 FR0081  PID         -  FR0081
 FR0081  STATE/COUNTY-  AZ/COCONINO
 FR0081  USGS QUAD   -  DAVENPORT HILL (1989)
 FR0081
 FR0081                         *CURRENT SURVEY CONTROL
 FR0081  ___________________________________________________________________
 FR0081* NAD 83(1986)-  35 13 48.     (N)    112 00 53.     (W)     SCALED    
 FR0081* NAVD 88     -      2092.651  (meters)    6865.64   (feet)  POSTED    
 FR0081  ___________________________________________________________________
 FR0081  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0081  DYNAMIC HT  -        2089.680 (meters)    6855.89  (feet)  COMP
 FR0081  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 FR0081
 FR0081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0081
 FR0081.The horizontal coordinates were scaled from a topographic map and have
 FR0081.an estimated accuracy of +/- 6 seconds.
 FR0081
 FR0081.The orthometric height was determined by differential leveling
 FR0081.and adjusted by the  in 1992.
 FR0081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0081.rate of 0.0 thru 1.0 mm/km.
 FR0081
 FR0081.The geoid height was determined by GEOID03.
 FR0081
 FR0081.The dynamic height is computed by dividing the NAVD 88
 FR0081.geopotential number by the normal gravity value computed on the
 FR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0081.degrees latitude (g = 980.6199 gals.).
 FR0081
 FR0081.The modeled gravity was interpolated from observed gravity values.
 FR0081
 FR0081;                    North         East    Units  Estimated Accuracy
 FR0081;SPC AZ C     -   469,090.      204,440.      MT  (+/- 180 meters Scaled)
 FR0081
 FR0081                          SUPERSEDED SURVEY CONTROL
 FR0081
 FR0081  NGVD 29 (??/??/92) 2091.644  (m)         6862.34   (f) ADJ UNCH    1 2
 FR0081
 FR0081.Superseded values are not recommended for survey control.
 FR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0081.See file dsdata.txt to determine how the superseded data were derived.
 FR0081
 FR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD076990(NAD 83)
 FR0081_MARKER: Q = CHISELED SQUARE
 FR0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0081_SP_SET: ABUTMENT
 FR0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0081
 FR0081  HISTORY     - Date     Condition        Report By
 FR0081  HISTORY     - UNK      MONUMENTED       CGS
 FR0081  HISTORY     - 1934     GOOD             NGS
 FR0081
 FR0081                          STATION DESCRIPTION
 FR0081
 FR0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0081'0.8 MI S FROM CHALENDER.
 FR0081'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0081'THE STATION AT CHALENDER, COCONINO COUNTY, 60 YARDS NORTHWEST OF THE
 FR0081'NORTHWEST TRACK, OPPOSITE STEEL GIRDER BRIDGE A 368, AT AN ABANDONED
 FR0081'BRIDGE, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 1-1/2 FEET
 FR0081'FROM THE FACE, AND 2.2 FEET FROM THE END.  THE BOTTOM OF A SQUARE
 FR0081'HOLE, LETTERED U.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1988 ***********************************************************************
 DV1988  DESIGNATION -  A 3
 DV1988  PID         -  DV1988
 DV1988  STATE/COUNTY-  AZ/MARICOPA
 DV1988  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1988
 DV1988                         *CURRENT SURVEY CONTROL
 DV1988  ___________________________________________________________________
 DV1988* NAD 83(1992)-  33 48 48.12300(N)    112 09 14.18443(W)     ADJUSTED  
 DV1988* NAVD 88     -       659.6    (meters)    2164.     (feet)  VERTCON   
 DV1988  ___________________________________________________________________
 DV1988  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 DV1988  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DV1988  HORZ ORDER  -  SECOND
 DV1988
 DV1988.The horizontal coordinates were established by classical geodetic methods
 DV1988.and adjusted by the National Geodetic Survey in August 1993.
 DV1988
 DV1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1988
 DV1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1988
 DV1988.The geoid height was determined by GEOID03.
 DV1988
 DV1988;                    North         East     Units Scale Factor Converg.
 DV1988;SPC AZ C     -   311,979.823   191,393.892   MT  0.99990595   -0 07 55.3
 DV1988;SPC AZ C     - 1,023,555.85    627,932.72   iFT  0.99990595   -0 07 55.3
 DV1988;UTM  12      - 3,742,061.387   393,200.874   MT  0.99974061   -0 38 32.0
 DV1988
 DV1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1988!SPC AZ C     -   0.99990105  x   0.99990595  =   0.99980701
 DV1988!UTM  12      -   0.99990105  x   0.99974061  =   0.99964169
 DV1988
 DV1988|---------------------------------------------------------------------|
 DV1988| PID    Reference Object                     Distance      Geod. Az  |
 DV1988|                                                           dddmmss.s |
 DV1988| CH4660 A 3 RM 1                              6.785 METERS 00631     |
 DV1988| CH4661 A 3 RM 2                              8.298 METERS 10141     |
 DV1988| DV1997 PESO                                APPROX. 8.4 KM 2575704.2 |
 DV1988|---------------------------------------------------------------------|
 DV1988
 DV1988                          SUPERSEDED SURVEY CONTROL
 DV1988
 DV1988  NAD 83(1986)-  33 48 48.11778(N)    112 09 14.18840(W) AD(       ) 2
 DV1988  NAD 27      -  33 48 47.98400(N)    112 09 11.63000(W) AD(       ) 2
 DV1988  NGVD 29 (07/19/86)  659.0    (m)         2162.     (f) VERT ANG    3  
 DV1988
 DV1988.Superseded values are not recommended for survey control.
 DV1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1988.See file dsdata.txt to determine how the superseded data were derived.
 DV1988
 DV1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9320142061(NAD 83)
 DV1988_MARKER: DD = SURVEY DISK
 DV1988_SETTING: 80 = SET IN A BOULDER
 DV1988_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1988
 DV1988  HISTORY     - Date     Condition        Report By
 DV1988  HISTORY     - 1959     MONUMENTED       AZDT
 DV1988  HISTORY     - 1976     GOOD             NGS
 DV1988
 DV1988                          STATION DESCRIPTION
 DV1988
 DV1988'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1959 (SLH)
 DV1988'LOCATED ABOUT 8.5 MILES NORTH OF THE VILLAGE OF ADOBE, 6 MILES
 DV1988'SOUTH OF NEW RIVER AND 0.7 MILE WEST OF STATE HIGHWAY 69,
 DV1988'ON THE HIGHEST PART OF A PROMINENT EAST-WEST RIDGE.
 DV1988'
 DV1988'REACHED FROM THE JUNCTION OF CAMELBACK ROAD AND BLACK CANYON
 DV1988'HIGHWAY IN PHOENIX BY GOING NORTH ON ARIZONA STATE HIGHWAY
 DV1988'69 FOR 20.2 MILES TO A METAL GATE IN THE RIGHT-OF-WAY FENCE
 DV1988'ON THE LEFT, 0.3 MILE AFTER PASSING MILE POST 225.  TURN
 DV1988'LEFT THROUGH THE GATE AND GO WEST ALONG THE BASE OF THE RIDGE
 DV1988'FOR 0.6 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT
 DV1988'30 MINUTES TO THE HIGHEST POINT, NEAR THE CENTER OF THE RIDGE,
 DV1988'AND THE STATION.
 DV1988'
 DV1988'THE POINT INTERSECTED IS AN ARIZONA HIGHWAY DEPARTMENT SURVEY
 DV1988'DISK, STAMPED A-3 AND SET IN A DRILL HOLE IN A BOULDER THAT
 DV1988'PROJECTS 8 INCHES.  IT IS BENEATH A 3 FOOT CAIRN SURMOUNTED
 DV1988'BY A CLOTH TARGET.
 DV1988
 DV1988                          STATION RECOVERY (1976)
 DV1988
 DV1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DV1988'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN FAIR
 DV1988'CONDITION.  REFERENCE MARK 2 WAS RESET.
 DV1988'
 DV1988'THE STATION IS A ARIZONA HWY. DEPARTMENT B.C. STAMPED A-3 1976,
 DV1988'CEMENTED IN A ROCK.
 DV1988'
 DV1988'REFERENCE MARK 1 IS A ARIZONA HWY. DEPARTMENT B.C. STAMPED RM 1
 DV1988'1976, CEMENTED IN A VOLCANIC ROCK.
 DV1988'
 DV1988'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED RM 2
 DV1988'1976, EPOXIED IN A VOLCANIC ROCK.
 DV1988'
 DV1988'TO REACH THE STATION FROM THE PIONEER RD. INTERCHANGE ON
 DV1988'INTERSTATE 17, GO WEST TOWARD THE PIONEER VILLAGE MUSEUM 0.5
 DV1988'MI. TAKING FIRST TRACK RD. LEFT AND THEN RIGHT FORK TO END OF
 DV1988'TRUCK TRAVEL-PACK TO BASE OF HILL AND CLIMB TO HIGHEST POINT
 DV1988'OF RIDGE - ABOUT A 30 MIN. PACK.
 DV1988'
 DV1988'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV1988'
 DV1988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DV1988'6 MILES SOUTH OF NEW RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1517 ***********************************************************************
 GR1517  DESIGNATION -  A 3
 GR1517  PID         -  GR1517
 GR1517  STATE/COUNTY-  AZ/MOHAVE
 GR1517  USGS QUAD   -  HOOVER DAM (1997)
 GR1517
 GR1517                         *CURRENT SURVEY CONTROL
 GR1517  ___________________________________________________________________
 GR1517* NAD 83(1992)-  36 03 22.97679(N)    114 44 41.01162(W)     ADJUSTED  
 GR1517* NAVD 88     -       445.7    (meters)    1462.     (feet)  VERTCON   
 GR1517  ___________________________________________________________________
 GR1517  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GR1517  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GR1517  HORZ ORDER  -  THIRD
 GR1517
 GR1517.The horizontal coordinates were established by classical geodetic methods
 GR1517.and adjusted by the National Geodetic Survey in August 1993.
 GR1517
 GR1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1517
 GR1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1517
 GR1517.The geoid height was determined by GEOID03.
 GR1517
 GR1517;                    North         East     Units Scale Factor Converg.
 GR1517;SPC AZ W     -   561,245.043   123,740.350   MT  1.00003226   -0 35 07.9
 GR1517;SPC AZ W     - 1,841,355.13    405,972.28   iFT  1.00003226   -0 35 07.9
 GR1517;SPC NV E     - 8,145,251.457   275,551.401   MT  0.99997031   +0 29 37.0
 GR1517;SPC NV E     -26,723,212.49    904,038.22   sFT  0.99997031   +0 29 37.0
 GR1517;UTM  11      - 3,992,555.902   703,134.001   MT  1.00010846   +1 19 40.3
 GR1517
 GR1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1517!SPC AZ W     -   0.99993448  x   1.00003226  =   0.99996674
 GR1517!SPC NV E     -   0.99993448  x   0.99997031  =   0.99990479
 GR1517!UTM  11      -   0.99993448  x   1.00010846  =   1.00004293
 GR1517
 GR1517:                Primary Azimuth Mark                     Grid Az
 GR1517:SPC AZ W     -  N 1                                      211 35 07.5
 GR1517:SPC NV E     -  N 1                                      210 30 22.6
 GR1517:UTM  11      -  N 1                                      209 40 19.3
 GR1517
 GR1517|---------------------------------------------------------------------|
 GR1517| PID    Reference Object                     Distance      Geod. Az  |
 GR1517|                                                           dddmmss.s |
 GR1517| GR1591 N 1                                 APPROX. 2.8 KM 2105959.6 |
 GR1517|---------------------------------------------------------------------|
 GR1517
 GR1517                          SUPERSEDED SURVEY CONTROL
 GR1517
 GR1517  NAD 83(1986)-  36 03 22.96450(N)    114 44 40.99953(W) AD(       ) 3
 GR1517  NGVD 29 (06/27/88)  445.0    (m)         1460.     (f) VERT ANG    3  
 GR1517
 GR1517.Superseded values are not recommended for survey control.
 GR1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1517.See file dsdata.txt to determine how the superseded data were derived.
 GR1517
 GR1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0313492556(NAD 83)
 GR1517_MARKER: DS = TRIANGULATION STATION DISK
 GR1517_SETTING: 80 = SET IN A BOULDER
 GR1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1517+STABILITY: SURFACE MOTION
 GR1517
 GR1517  HISTORY     - Date     Condition        Report By
 GR1517  HISTORY     - 1947     MONUMENTED       USGS
 GR1517
 GR1517                          STATION DESCRIPTION
 GR1517
 GR1517'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1517'LOCATED ABOUT 3 MI N. OF HOOVER DAM.  ON SOUTH END AND HIGHEST
 GR1517'POINT OF SENTINEL ISLAND, ABOUT 6 FT. N. OF SOUTH CLIFF EDGE.
 GR1517'
 GR1517'TO REACH NOT GIVEN.
 GR1517'
 GR1517'STATION MARK--STANDARD TABLET STAMPED---A3 1947---, CEMENTED IN
 GR1517'TOP OF LARGE BOULDER IN PLACE.
 GR1517'
 GR1517'RMS--NONE SET.
 GR1517'
 GR1517'NOTE--FAIRCHILD STATION DESIGNATED AS HORSESHOE, 2.19 FT. NW.
 GR1517'OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1518 ***********************************************************************
 GR1518  DESIGNATION -  A 30
 GR1518  PID         -  GR1518
 GR1518  STATE/COUNTY-  AZ/MOHAVE
 GR1518  USGS QUAD   -  THE TEMPLE (1983)
 GR1518
 GR1518                         *CURRENT SURVEY CONTROL
 GR1518  ___________________________________________________________________
 GR1518* NAD 83(1992)-  36 06 35.12166(N)    114 21 02.69455(W)     ADJUSTED  
 GR1518* NAVD 88     -       456.6    (meters)    1498.     (feet)  VERTCON   
 GR1518  ___________________________________________________________________
 GR1518  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 GR1518  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GR1518  HORZ ORDER  -  THIRD
 GR1518
 GR1518.The horizontal coordinates were established by classical geodetic methods
 GR1518.and adjusted by the National Geodetic Survey in August 1993.
 GR1518
 GR1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1518
 GR1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1518
 GR1518.The geoid height was determined by GEOID03.
 GR1518
 GR1518;                    North         East     Units Scale Factor Converg.
 GR1518;SPC AZ W     -   566,876.205   159,272.756   MT  0.99996937   -0 21 14.6
 GR1518;SPC AZ W     - 1,859,830.07    522,548.41   iFT  0.99996937   -0 21 14.6
 GR1518;SPC NV E     - 8,151,551.305   310,971.737   MT  1.00005169   +0 43 35.3
 GR1518;SPC NV E     -26,743,881.24  1,020,246.44   sFT  1.00005169   +0 43 35.3
 GR1518;UTM  11      - 3,999,372.519   738,465.619   MT  1.00030073   +1 33 43.3
 GR1518
 GR1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1518!SPC AZ W     -   0.99993269  x   0.99996937  =   0.99990206
 GR1518!SPC NV E     -   0.99993269  x   1.00005169  =   0.99998437
 GR1518!UTM  11      -   0.99993269  x   1.00030073  =   1.00023340
 GR1518
 GR1518:                Primary Azimuth Mark                     Grid Az
 GR1518:SPC AZ W     -  A 31                                     218 37 56.3
 GR1518:SPC NV E     -  A 31                                     217 33 06.4
 GR1518:UTM  11      -  A 31                                     216 42 58.4
 GR1518
 GR1518|---------------------------------------------------------------------|
 GR1518| PID    Reference Object                     Distance      Geod. Az  |
 GR1518|                                                           dddmmss.s |
 GR1518| GR1519 A 31                                APPROX. 2.0 KM 2181641.7 |
 GR1518|---------------------------------------------------------------------|
 GR1518
 GR1518                          SUPERSEDED SURVEY CONTROL
 GR1518
 GR1518  NAD 83(1986)-  36 06 35.11076(N)    114 21 02.68846(W) AD(       ) 3
 GR1518  NGVD 29 (06/27/88)  456.0    (m)         1496.     (f) VERT ANG    3  
 GR1518
 GR1518.Superseded values are not recommended for survey control.
 GR1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1518.See file dsdata.txt to determine how the superseded data were derived.
 GR1518
 GR1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3846699373(NAD 83)
 GR1518_MARKER: DS = TRIANGULATION STATION DISK
 GR1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1518
 GR1518  HISTORY     - Date     Condition        Report By
 GR1518  HISTORY     - 1948     MONUMENTED       USGS
 GR1518
 GR1518                          STATION DESCRIPTION
 GR1518
 GR1518'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1518'LOCATED ABOUT 2 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.  ON TOP
 GR1518'OF LIGHT-COLORED HILL, ABOUT 200 FT. ABOVE HIGH WATER MARK.
 GR1518'
 GR1518'TO REACH NOT GIVEN.
 GR1518'
 GR1518'STATION MARK--STANDARD TABLET STAMPED---A30 1948---, WELDED TO
 GR1518'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 GR1518'
 GR1518'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1123 ***********************************************************************
 CZ1123  DESIGNATION -  A 300
 CZ1123  PID         -  CZ1123
 CZ1123  STATE/COUNTY-  AZ/PINAL
 CZ1123  USGS QUAD   -  STANFIELD (1992)
 CZ1123
 CZ1123                         *CURRENT SURVEY CONTROL
 CZ1123  ___________________________________________________________________
 CZ1123* NAD 83(1986)-  32 57 09.     (N)    111 59 47.     (W)     SCALED    
 CZ1123* NAVD 88     -       381.04   (+/-2cm)    1250.1    (feet)  VERTCON   
 CZ1123  ___________________________________________________________________
 CZ1123  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1123
 CZ1123.The horizontal coordinates were scaled from a topographic map and have
 CZ1123.an estimated accuracy of +/- 6 seconds.
 CZ1123
 CZ1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1123.The vertical order pertains to the NGVD 29 superseded value.
 CZ1123
 CZ1123.The geoid height was determined by GEOID03.
 CZ1123
 CZ1123;                    North         East    Units  Estimated Accuracy
 CZ1123;SPC AZ C     -   216,490.      205,910.      MT  (+/- 180 meters Scaled)
 CZ1123
 CZ1123                          SUPERSEDED SURVEY CONTROL
 CZ1123
 CZ1123  NGVD 29 (??/??/92)  380.496  (m)         1248.34   (f) ADJ UNCH    2 0
 CZ1123
 CZ1123.Superseded values are not recommended for survey control.
 CZ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1123.See file dsdata.txt to determine how the superseded data were derived.
 CZ1123
 CZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB068464(NAD 83)
 CZ1123_MARKER: DB = BENCH MARK DISK
 CZ1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1123_STAMPING: A 300 1952
 CZ1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1123+STABILITY: SURFACE MOTION
 CZ1123
 CZ1123  HISTORY     - Date     Condition        Report By
 CZ1123  HISTORY     - 1952     MONUMENTED       CGS
 CZ1123  HISTORY     - 1975     GOOD             DOD
 CZ1123
 CZ1123                          STATION DESCRIPTION
 CZ1123
 CZ1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1123'7.4 MI NW FROM STANFIELD.
 CZ1123'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1123'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1123'0.8 MILE NORTH ALONG A GRAVEL ROAD AT THE T JUNCTION OF A TRACK ROAD
 CZ1123'LEADING EAST, ABOUT 85 YARDS NORTHEAST OF THE ELEVATED WATER TANK FOR
 CZ1123'A FARM LABOR CAMP, 64 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 CZ1123'17 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 2.7 FEET WEST OF A
 CZ1123'POWER LINE POLE WITH TWO GUY WIRES, 2.1 FEET EAST OF A WITNESS POST,
 CZ1123'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ1123'GROUND, AND ABOUT LEVEL WITH THE GRADED ROAD.
 CZ1123
 CZ1123                          STATION RECOVERY (1975)
 CZ1123
 CZ1123'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 CZ1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0656 ***********************************************************************
 CZ0656  DESIGNATION -  A 301
 CZ0656  PID         -  CZ0656
 CZ0656  STATE/COUNTY-  AZ/PIMA
 CZ0656  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0656
 CZ0656                         *CURRENT SURVEY CONTROL
 CZ0656  ___________________________________________________________________
 CZ0656* NAD 83(1986)-  32 26 01.     (N)    111 23 20.     (W)     SCALED    
 CZ0656* NAVD 88     -       625.22   (+/-2cm)    2051.2    (feet)  VERTCON   
 CZ0656  ___________________________________________________________________
 CZ0656  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0656
 CZ0656.The horizontal coordinates were scaled from a topographic map and have
 CZ0656.an estimated accuracy of +/- 6 seconds.
 CZ0656
 CZ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0656.The vertical order pertains to the NGVD 29 superseded value.
 CZ0656
 CZ0656.The geoid height was determined by GEOID03.
 CZ0656
 CZ0656;                    North         East    Units  Estimated Accuracy
 CZ0656;SPC AZ C     -   159,070.      262,990.      MT  (+/- 180 meters Scaled)
 CZ0656
 CZ0656                          SUPERSEDED SURVEY CONTROL
 CZ0656
 CZ0656  NGVD 29 (??/??/92)  624.688  (m)         2049.50   (f) ADJ UNCH    2 0
 CZ0656
 CZ0656.Superseded values are not recommended for survey control.
 CZ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0656.See file dsdata.txt to determine how the superseded data were derived.
 CZ0656
 CZ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA634885(NAD 83)
 CZ0656_MARKER: DB = BENCH MARK DISK
 CZ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0656_STAMPING: A 301 1951
 CZ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0656+STABILITY: SURFACE MOTION
 CZ0656
 CZ0656  HISTORY     - Date     Condition        Report By
 CZ0656  HISTORY     - 1951     MONUMENTED       CGS
 CZ0656
 CZ0656                          STATION DESCRIPTION
 CZ0656
 CZ0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0656'24.9 MI W FROM RILLITO.
 CZ0656'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0656'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0656'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0656'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0656'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0656'TO THE MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD
 CZ0656'TO AN INTERSECTION, THENCE 4.1 MILES NORTH ALONG A DIRT ROAD TO AN
 CZ0656'INTERSECTION, THENCE 0.6 MILE WEST ALONG A DIRT ROAD TO A CATTLE
 CZ0656'GUARD, THENCE 0.55 MILE NORTHWEST ALONG THE NORTHEAST EDGE OF THE
 CZ0656'AIRPORT MARANA NO 5, NEAR THE NORTH CORNER OF MARANA NO 5 AIRPORT, 117
 CZ0656'1/2 FEET SOUTHEAST OF THE NORTH CORNER OF BLACK TOP OF THE AIRPORT,
 CZ0656'41.9 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE AIRPORT, 2.7 FEET
 CZ0656'SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE AIRPORT, AND SET
 CZ0656'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0426 ***********************************************************************
 CG0426  DESIGNATION -  A 302
 CG0426  PID         -  CG0426
 CG0426  STATE/COUNTY-  AZ/PIMA
 CG0426  USGS QUAD   -  FRESNO WASH (1982)
 CG0426
 CG0426                         *CURRENT SURVEY CONTROL
 CG0426  ___________________________________________________________________
 CG0426* NAD 83(1986)-  31 46 35.     (N)    111 27 48.     (W)     SCALED    
 CG0426* NAVD 88     -      1014.94   (+/-2cm)    3329.8    (feet)  VERTCON   
 CG0426  ___________________________________________________________________
 CG0426  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0426
 CG0426.The horizontal coordinates were scaled from a topographic map and have
 CG0426.an estimated accuracy of +/- 6 seconds.
 CG0426
 CG0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0426.The vertical order pertains to the NGVD 29 superseded value.
 CG0426
 CG0426.The geoid height was determined by GEOID03.
 CG0426
 CG0426;                    North         East    Units  Estimated Accuracy
 CG0426;SPC AZ C     -    86,160.      256,300.      MT  (+/- 180 meters Scaled)
 CG0426
 CG0426                          SUPERSEDED SURVEY CONTROL
 CG0426
 CG0426  NGVD 29 (??/??/92) 1014.174  (m)         3327.34   (f) ADJ UNCH    2 0
 CG0426
 CG0426.Superseded values are not recommended for survey control.
 CG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0426.See file dsdata.txt to determine how the superseded data were derived.
 CG0426
 CG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA561157(NAD 83)
 CG0426_MARKER: DB = BENCH MARK DISK
 CG0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0426_STAMPING: A 302 1951
 CG0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0426+STABILITY: SURFACE MOTION
 CG0426
 CG0426  HISTORY     - Date     Condition        Report By
 CG0426  HISTORY     - 1951     MONUMENTED       CGS
 CG0426  HISTORY     - 1977     GOOD             USGS
 CG0426  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0426
 CG0426                          STATION DESCRIPTION
 CG0426
 CG0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0426'24.4 MI S FROM THREE POINTS.
 CG0426'24.4 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0426'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 9.4 MILES SOUTHWEST OF
 CG0426'THE PALO ALTO RANCH, ALSO 21.40 MILES NORTH ALONG THREE POINTS SASABE
 CG0426'ROAD FROM THE SCHOOL HOUSE AT SASABE, AND ABOUT 160 FEET SOUTHEAST OF
 CG0426'A POWER LINE POLE, 107 1/2 FEET NORTHEAST OF THE CENTER OF THE ROAD
 CG0426'AND A SMALL WASH CROSSING THE ROAD, 42 1/2 FEET SOUTHEAST OF THE
 CG0426'CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF THE WITNESS POST AND ABOUT
 CG0426'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0426'0.4 FOOT ABOVE THE GROUND.
 CG0426
 CG0426                          STATION RECOVERY (1977)
 CG0426
 CG0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0426'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0426'286.
 CG0426
 CG0426                          STATION RECOVERY (2001)
 CG0426
 CG0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1310 ***********************************************************************
 CZ1310  DESIGNATION -  A 304
 CZ1310  PID         -  CZ1310
 CZ1310  STATE/COUNTY-  AZ/PINAL
 CZ1310  USGS QUAD   -  ELOY NW (1981)
 CZ1310
 CZ1310                         *CURRENT SURVEY CONTROL
 CZ1310  ___________________________________________________________________
 CZ1310* NAD 83(1986)-  32 38 46.     (N)    111 39 16.     (W)     SCALED    
 CZ1310* NAVD 88     -       482.44   (+/-2cm)    1582.8    (feet)  VERTCON   
 CZ1310  ___________________________________________________________________
 CZ1310  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ1310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1310
 CZ1310.The horizontal coordinates were scaled from a topographic map and have
 CZ1310.an estimated accuracy of +/- 6 seconds.
 CZ1310
 CZ1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1310.The vertical order pertains to the NGVD 29 superseded value.
 CZ1310
 CZ1310.The geoid height was determined by GEOID03.
 CZ1310
 CZ1310;                    North         East    Units  Estimated Accuracy
 CZ1310;SPC AZ C     -   182,540.      237,960.      MT  (+/- 180 meters Scaled)
 CZ1310
 CZ1310                          SUPERSEDED SURVEY CONTROL
 CZ1310
 CZ1310  NGVD 29 (??/??/92)  481.883  (m)         1580.98   (f) ADJ UNCH    2 0
 CZ1310
 CZ1310.Superseded values are not recommended for survey control.
 CZ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1310.See file dsdata.txt to determine how the superseded data were derived.
 CZ1310
 CZ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB386122(NAD 83)
 CZ1310_MARKER: DB = BENCH MARK DISK
 CZ1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1310_STAMPING: A 304 1951
 CZ1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1310+STABILITY: SURFACE MOTION
 CZ1310
 CZ1310  HISTORY     - Date     Condition        Report By
 CZ1310  HISTORY     - 1951     MONUMENTED       CGS
 CZ1310  HISTORY     - 1966     POOR             DOD
 CZ1310  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1310
 CZ1310                          STATION DESCRIPTION
 CZ1310
 CZ1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1310'12.2 MI S FROM TOLTEC.
 CZ1310'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1310'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1310'HIGHWAY, THENCE 2 MILES WEST ALONG PRETZER ROAD AT A NORTH-SOUTH DIRT
 CZ1310'ROAD CROSSING, 48 FEET NORTH OF THE CENTER LINE OF PRETZER ROAD, 20
 CZ1310'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 3.6 FEET EAST OF A
 CZ1310'FENCE CORNER , 1.9 FEET SOUTH OF A FENCE LINE, 1.9 FEET WEST OF THE
 CZ1310'WITNESS POST, AND ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE
 CZ1310'POST PROJECTING 0.4 FOOT.  NOTE-- CHIPPED AND TILTED ABOUT 2 DEG.-3
 CZ1310'DEG.  WITNESS POST MISSING.
 CZ1310
 CZ1310                          STATION RECOVERY (1966)
 CZ1310
 CZ1310'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1310'MARK RECOVERED IN POOR CONDITION.
 CZ1310
 CZ1310                          STATION RECOVERY (1977)
 CZ1310
 CZ1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0684 ***********************************************************************
 CZ0684  DESIGNATION -  A 305
 CZ0684  PID         -  CZ0684
 CZ0684  STATE/COUNTY-  AZ/PIMA
 CZ0684  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0684
 CZ0684                         *CURRENT SURVEY CONTROL
 CZ0684  ___________________________________________________________________
 CZ0684* NAD 83(1986)-  32 18 38.     (N)    111 29 01.     (W)     SCALED    
 CZ0684* NAVD 88     -       710.70   (+/-2cm)    2331.7    (feet)  VERTCON   
 CZ0684  ___________________________________________________________________
 CZ0684  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0684
 CZ0684.The horizontal coordinates were scaled from a topographic map and have
 CZ0684.an estimated accuracy of +/- 6 seconds.
 CZ0684
 CZ0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0684.The vertical order pertains to the NGVD 29 superseded value.
 CZ0684
 CZ0684.The geoid height was determined by GEOID03.
 CZ0684
 CZ0684;                    North         East    Units  Estimated Accuracy
 CZ0684;SPC AZ C     -   145,380.      254,140.      MT  (+/- 180 meters Scaled)
 CZ0684
 CZ0684                          SUPERSEDED SURVEY CONTROL
 CZ0684
 CZ0684  NGVD 29 (??/??/92)  710.102  (m)         2329.73   (f) ADJ UNCH    2 0
 CZ0684
 CZ0684.Superseded values are not recommended for survey control.
 CZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0684.See file dsdata.txt to determine how the superseded data were derived.
 CZ0684
 CZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA544749(NAD 83)
 CZ0684_MARKER: DB = BENCH MARK DISK
 CZ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0684_STAMPING: A 305 1951
 CZ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0684+STABILITY: SURFACE MOTION
 CZ0684
 CZ0684  HISTORY     - Date     Condition        Report By
 CZ0684  HISTORY     - 1951     MONUMENTED       CGS
 CZ0684
 CZ0684                          STATION DESCRIPTION
 CZ0684
 CZ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0684'12.0 MI SE FROM SILVER BELL.
 CZ0684'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0684'SILVER BELL, THENCE 11.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, 2.4 MILE
 CZ0684'NORTHWEST OF THE FINCH RANCH, 0.6 MILE WEST OF THE PAPAGO INDIAN
 CZ0684'RESERVATION BOUNDARY FENCE, 0.2 MILE SOUTHEAST OF A Y JUNCTION OF A
 CZ0684'TRACK ROAD LEADING EAST, 0.05 MILE WEST OF A Y JUNCTION OF A TRACK
 CZ0684'ROAD LEADING SOUTHWEST, 43 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 CZ0684'THE ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER
 CZ0684'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0684'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0645 ***********************************************************************
 CG0645  DESIGNATION -  A 306
 CG0645  PID         -  CG0645
 CG0645  STATE/COUNTY-  AZ/PIMA
 CG0645  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0645
 CG0645                         *CURRENT SURVEY CONTROL
 CG0645  ___________________________________________________________________
 CG0645* NAD 83(1986)-  31 57 15.     (N)    111 42 09.     (W)     SCALED    
 CG0645* NAVD 88     -       905.08   (+/-2cm)    2969.4    (feet)  VERTCON   
 CG0645  ___________________________________________________________________
 CG0645  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0645
 CG0645.The horizontal coordinates were scaled from a topographic map and have
 CG0645.an estimated accuracy of +/- 6 seconds.
 CG0645
 CG0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0645.The vertical order pertains to the NGVD 29 superseded value.
 CG0645
 CG0645.The geoid height was determined by GEOID03.
 CG0645
 CG0645;                    North         East    Units  Estimated Accuracy
 CG0645;SPC AZ C     -   105,810.      233,610.      MT  (+/- 180 meters Scaled)
 CG0645
 CG0645                          SUPERSEDED SURVEY CONTROL
 CG0645
 CG0645  NGVD 29 (??/??/92)  904.329  (m)         2966.95   (f) ADJ UNCH    2 0
 CG0645
 CG0645.Superseded values are not recommended for survey control.
 CG0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0645.See file dsdata.txt to determine how the superseded data were derived.
 CG0645
 CG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA336355(NAD 83)
 CG0645_MARKER: DB = BENCH MARK DISK
 CG0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0645_STAMPING: A 306 1952
 CG0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0645+STABILITY: SURFACE MOTION
 CG0645
 CG0645  HISTORY     - Date     Condition        Report By
 CG0645  HISTORY     - 1952     MONUMENTED       CGS
 CG0645
 CG0645                          STATION DESCRIPTION
 CG0645
 CG0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0645'16.35 MI E FROM SELLS.
 CG0645'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0645'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 3.25 MILES
 CG0645'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.55 MILE SOUTH OF A
 CG0645'CATTLE GUARD, 0.15 NORTH OF A LARGE WASH AT THE BASE OF A GRADE, AT A
 CG0645'TURN IN THE ROAD TO THE SOUTH, 102.5 FEET NORTHEAST ACROSS THE ROAD
 CG0645'FROM A (USGS) STEEL ROD, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 CG0645'THE ROAD, 2.3 FEET NORTH OF THE WITNESS POST, AND SET IN THE TOP OF A
 CG0645'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0799 ***********************************************************************
 CG0799  DESIGNATION -  A 307
 CG0799  PID         -  CG0799
 CG0799  STATE/COUNTY-  AZ/PIMA
 CG0799  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0799
 CG0799                         *CURRENT SURVEY CONTROL
 CG0799  ___________________________________________________________________
 CG0799* NAD 83(1986)-  31 49 33.     (N)    111 38 22.     (W)     SCALED    
 CG0799* NAVD 88     -       987.62   (+/-2cm)    3240.2    (feet)  VERTCON   
 CG0799  ___________________________________________________________________
 CG0799  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CG0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0799
 CG0799.The horizontal coordinates were scaled from a topographic map and have
 CG0799.an estimated accuracy of +/- 6 seconds.
 CG0799
 CG0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0799.The vertical order pertains to the NGVD 29 superseded value.
 CG0799
 CG0799.The geoid height was determined by GEOID03.
 CG0799
 CG0799;                    North         East    Units  Estimated Accuracy
 CG0799;SPC AZ C     -    91,590.      239,600.      MT  (+/- 180 meters Scaled)
 CG0799
 CG0799                          SUPERSEDED SURVEY CONTROL
 CG0799
 CG0799  NGVD 29 (??/??/92)  986.827  (m)         3237.61   (f) ADJ UNCH    2 0
 CG0799
 CG0799.Superseded values are not recommended for survey control.
 CG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0799.See file dsdata.txt to determine how the superseded data were derived.
 CG0799
 CG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394213(NAD 83)
 CG0799_MARKER: DB = BENCH MARK DISK
 CG0799_SETTING: 66 = SET IN ROCK OUTCROP
 CG0799_SP_SET: ROCK OUTCROP
 CG0799_STAMPING: A 307 1952
 CG0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0799+STABILITY: POSITION/ELEVATION WELL
 CG0799
 CG0799  HISTORY     - Date     Condition        Report By
 CG0799  HISTORY     - 1952     MONUMENTED       CGS
 CG0799
 CG0799                          STATION DESCRIPTION
 CG0799
 CG0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0799'12.7 MI E FROM TOPAWA MISSION.
 CG0799'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0799'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD,
 CG0799'THENCE 1.0 MILE EAST ALONG THE FRESNAL CANYON ROAD, SET IN THE TOP OF
 CG0799'A LARGE OUTCROP ON THE NORTHEAST EDGE OF A WASH, 0.45 MILE EAST OF THE
 CG0799'WINDMILL AND WATER TANK, 0.1 MILE NORTHWEST OF THE Y JUNCTION OF A
 CG0799'ROAD LEADING SOUTHEAST, 53.8 FEET SOUTH OF A UNITED STATES GEOLOGICAL
 CG0799'SURVEY CHISELED SQUARE 3239.6, 39 1/2 FEET SOUTHWEST OF THE CENTER
 CG0799'LINE OF THE ROAD, 10 FEET NORTHEAST OF THE CENTER OF THE WASH, AND
 CG0799'ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0102 ***********************************************************************
 CH0102  DESIGNATION -  A 308
 CH0102  PID         -  CH0102
 CH0102  STATE/COUNTY-  AZ/PIMA
 CH0102  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0102
 CH0102                         *CURRENT SURVEY CONTROL
 CH0102  ___________________________________________________________________
 CH0102* NAD 83(1986)-  31 56 27.     (N)    112 59 58.     (W)     SCALED    
 CH0102* NAVD 88     -       347.91   (+/-2cm)    1141.4    (feet)  VERTCON   
 CH0102  ___________________________________________________________________
 CH0102  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CH0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0102
 CH0102.The horizontal coordinates were scaled from a topographic map and have
 CH0102.an estimated accuracy of +/- 6 seconds.
 CH0102
 CH0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0102.The vertical order pertains to the NGVD 29 superseded value.
 CH0102
 CH0102.The geoid height was determined by GEOID03.
 CH0102
 CH0102;                    North         East    Units  Estimated Accuracy
 CH0102;SPC AZ C     -   104,820.      110,990.      MT  (+/- 180 meters Scaled)
 CH0102
 CH0102                          SUPERSEDED SURVEY CONTROL
 CH0102
 CH0102  NGVD 29 (??/??/92)  347.207  (m)         1139.13   (f) ADJ UNCH    2 0
 CH0102
 CH0102.Superseded values are not recommended for survey control.
 CH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0102.See file dsdata.txt to determine how the superseded data were derived.
 CH0102
 CH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA110356(NAD 83)
 CH0102_MARKER: DB = BENCH MARK DISK
 CH0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0102_STAMPING: A 308 1952
 CH0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0102+STABILITY: SURFACE MOTION
 CH0102
 CH0102  HISTORY     - Date     Condition        Report By
 CH0102  HISTORY     - 1952     MONUMENTED       CGS
 CH0102
 CH0102                          STATION DESCRIPTION
 CH0102
 CH0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0102'14.0 MI NW FROM LUKEVILLE.
 CH0102'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0102'LUKEVILLE TO ROAD JUNCTION, THENCE 13.05 MILES WEST ALONG THE
 CH0102'QUITOVOQUITO ROAD, 1.0 MILE SOUTHEAST OF Y JUNCTION OF ROAD TO
 CH0102'QUITOVOQUITO AND AJO, 127 FEET EAST OF THE CENTER OF THE ROAD AND A
 CH0102'SMALL WASH, 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.3 FEET
 CH0102'SOUTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT, AND
 CH0102'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0437 ***********************************************************************
 DA0437  DESIGNATION -  A 309
 DA0437  PID         -  DA0437
 DA0437  STATE/COUNTY-  AZ/PIMA
 DA0437  USGS QUAD   -  KINO PEAK (1990)
 DA0437
 DA0437                         *CURRENT SURVEY CONTROL
 DA0437  ___________________________________________________________________
 DA0437* NAD 83(1986)-  32 04 04.     (N)    112 53 25.     (W)     SCALED    
 DA0437* NAVD 88     -       492.59   (+/-2cm)    1616.1    (feet)  VERTCON   
 DA0437  ___________________________________________________________________
 DA0437  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DA0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0437
 DA0437.The horizontal coordinates were scaled from a topographic map and have
 DA0437.an estimated accuracy of +/- 6 seconds.
 DA0437
 DA0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0437.The vertical order pertains to the NGVD 29 superseded value.
 DA0437
 DA0437.The geoid height was determined by GEOID03.
 DA0437
 DA0437;                    North         East    Units  Estimated Accuracy
 DA0437;SPC AZ C     -   118,800.      121,440.      MT  (+/- 180 meters Scaled)
 DA0437
 DA0437                          SUPERSEDED SURVEY CONTROL
 DA0437
 DA0437  NGVD 29 (??/??/92)  491.864  (m)         1613.72   (f) ADJ UNCH    2 0
 DA0437
 DA0437.Superseded values are not recommended for survey control.
 DA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0437.See file dsdata.txt to determine how the superseded data were derived.
 DA0437
 DA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA215495(NAD 83)
 DA0437_MARKER: DB = BENCH MARK DISK
 DA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0437_STAMPING: A 309 1952
 DA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0437+STABILITY: SURFACE MOTION
 DA0437
 DA0437  HISTORY     - Date     Condition        Report By
 DA0437  HISTORY     - 1952     MONUMENTED       CGS
 DA0437
 DA0437                          STATION DESCRIPTION
 DA0437
 DA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0437'29 MI NW FROM LUKEVILLE.
 DA0437'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0437'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0437'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0437'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0437'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 5.85 MILES
 DA0437'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, ON A LOW
 DA0437'RIDGE BETWEEN TWO WASHES RUNNING NORTH AND SOUTH, 104 1/2 FEET EAST
 DA0437'ACROSS THE ROAD FROM THE EAST BANK OF A WASH, 80 FEET WEST OF THE WEST
 DA0437'BANK OF A WASH, 35 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0437'2.3 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 DA0437'ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0473 ***********************************************************************
 ES0473  DESIGNATION -  A 31
 ES0473  PID         -  ES0473
 ES0473  STATE/COUNTY-  AZ/YAVAPAI
 ES0473  USGS QUAD   -  CORNVILLE (1968)
 ES0473
 ES0473                         *CURRENT SURVEY CONTROL
 ES0473  ___________________________________________________________________
 ES0473* NAD 83(1986)-  34 40 03.     (N)    111 58 40.     (W)     SCALED    
 ES0473* NAVD 88     -      1045.254  (meters)    3429.30   (feet)  ADJUSTED  
 ES0473  ___________________________________________________________________
 ES0473  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ES0473  DYNAMIC HT  -        1043.931 (meters)    3424.96  (feet)  COMP
 ES0473  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 ES0473
 ES0473  VERT ORDER  -  FIRST     CLASS II
 ES0473
 ES0473.The horizontal coordinates were scaled from a topographic map and have
 ES0473.an estimated accuracy of +/- 6 seconds.
 ES0473
 ES0473.The orthometric height was determined by differential leveling
 ES0473.and adjusted in June 1991.
 ES0473
 ES0473.The geoid height was determined by GEOID03.
 ES0473
 ES0473.The dynamic height is computed by dividing the NAVD 88
 ES0473.geopotential number by the normal gravity value computed on the
 ES0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0473.degrees latitude (g = 980.6199 gals.).
 ES0473
 ES0473.The modeled gravity was interpolated from observed gravity values.
 ES0473
 ES0473;                    North         East    Units  Estimated Accuracy
 ES0473;SPC AZ C     -   406,690.      207,760.      MT  (+/- 180 meters Scaled)
 ES0473
 ES0473                          SUPERSEDED SURVEY CONTROL
 ES0473
 ES0473  NGVD 29 (??/??/92) 1044.517  (m)         3426.89   (f) ADJ UNCH    1 2
 ES0473
 ES0473.Superseded values are not recommended for survey control.
 ES0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0473.See file dsdata.txt to determine how the superseded data were derived.
 ES0473
 ES0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD104366(NAD 83)
 ES0473_MARKER: DB = BENCH MARK DISK
 ES0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0473+STABILITY: SURFACE MOTION
 ES0473
 ES0473  HISTORY     - Date     Condition        Report By
 ES0473  HISTORY     - UNK      MONUMENTED       CGS
 ES0473  HISTORY     - 1933     GOOD             NGS
 ES0473
 ES0473                          STATION DESCRIPTION
 ES0473
 ES0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0473'7.7 MI SE FROM COTTONWOOD.
 ES0473'CONCRETE POST, AT SIDE OF HIGHWAY, 0.3 MILES SOUTHEAST OF RANCH HOUSE
 ES0473'AND BOTTOM OF GULCH, SUMMIT OF GRADE, ON FLAT TOPPED RIDGE, 60 FEET
 ES0473'SOUTHWEST OF HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0015 ***********************************************************************
 GP0015  DESIGNATION -  A 31
 GP0015  PID         -  GP0015
 GP0015  STATE/COUNTY-  AZ/NAVAJO
 GP0015  USGS QUAD   -  KAYENTA EAST (1968)
 GP0015
 GP0015                         *CURRENT SURVEY CONTROL
 GP0015  ___________________________________________________________________
 GP0015* NAD 83(1986)-  36 44 31.     (N)    110 13 58.     (W)     SCALED    
 GP0015* NAVD 88     -      1704.430  (meters)    5591.95   (feet)  ADJUSTED  
 GP0015  ___________________________________________________________________
 GP0015  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 GP0015  DYNAMIC HT  -        1702.373 (meters)    5585.20  (feet)  COMP
 GP0015  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 GP0015
 GP0015  VERT ORDER  -  FIRST     CLASS II
 GP0015
 GP0015.The horizontal coordinates were scaled from a topographic map and have
 GP0015.an estimated accuracy of +/- 6 seconds.
 GP0015
 GP0015.The orthometric height was determined by differential leveling
 GP0015.and adjusted in June 1991.
 GP0015
 GP0015.The geoid height was determined by GEOID03.
 GP0015
 GP0015.The dynamic height is computed by dividing the NAVD 88
 GP0015.geopotential number by the normal gravity value computed on the
 GP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0015.degrees latitude (g = 980.6199 gals.).
 GP0015
 GP0015.The modeled gravity was interpolated from observed gravity values.
 GP0015
 GP0015;                    North         East    Units  Estimated Accuracy
 GP0015;SPC AZ E     -   636,840.      207,460.      MT  (+/- 180 meters Scaled)
 GP0015
 GP0015                          SUPERSEDED SURVEY CONTROL
 GP0015
 GP0015  NGVD 29 (??/??/92) 1703.474  (m)         5588.81   (f) ADJ UNCH    1 2
 GP0015
 GP0015.Superseded values are not recommended for survey control.
 GP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0015.See file dsdata.txt to determine how the superseded data were derived.
 GP0015
 GP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF684665(NAD 83)
 GP0015_MARKER: DB = BENCH MARK DISK
 GP0015_SETTING: 66 = SET IN ROCK OUTCROP
 GP0015_SP_SET: SANDSTONE OUTCROP
 GP0015_STAMPING: 5588.814 A 31 1933
 GP0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0015+STABILITY: POSITION/ELEVATION WELL
 GP0015
 GP0015  HISTORY     - Date     Condition        Report By
 GP0015  HISTORY     - 1933     MONUMENTED       CGS
 GP0015  HISTORY     - 1952     MARK NOT FOUND   NGS
 GP0015  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0015
 GP0015                          STATION DESCRIPTION
 GP0015
 GP0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GP0015'2.4 MI NE FROM KAYENTA.
 GP0015'2.4 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0015'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, AT A PROMINENT
 GP0015'SANDSTONE OUTCROP ENDING NEAR THE ROAD, 15 FEET FROM THE CENTERLINE OF
 GP0015'THE ROAD, IN THE TOP OF THE SOUTHEAST END OF THE OUTCROP, AND 3 FEET
 GP0015'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED 5588.814 A 31 1933.
 GP0015
 GP0015                          STATION RECOVERY (1983)
 GP0015
 GP0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1519 ***********************************************************************
 GR1519  DESIGNATION -  A 31
 GR1519  PID         -  GR1519
 GR1519  STATE/COUNTY-  AZ/MOHAVE
 GR1519  USGS QUAD   -  THE TEMPLE (1983)
 GR1519
 GR1519                         *CURRENT SURVEY CONTROL
 GR1519  ___________________________________________________________________
 GR1519* NAD 83(1992)-  36 05 43.46517(N)    114 21 52.91893(W)     ADJUSTED  
 GR1519* NAVD 88     -       497.6    (meters)    1633.     (feet)  VERTCON   
 GR1519  ___________________________________________________________________
 GR1519  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 GR1519  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR1519  HORZ ORDER  -  THIRD
 GR1519
 GR1519.The horizontal coordinates were established by classical geodetic methods
 GR1519.and adjusted by the National Geodetic Survey in August 1993.
 GR1519
 GR1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1519
 GR1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1519
 GR1519.The geoid height was determined by GEOID03.
 GR1519
 GR1519;                    North         East     Units Scale Factor Converg.
 GR1519;SPC AZ W     -   565,291.954   158,006.605   MT  0.99997107   -0 21 43.7
 GR1519;SPC AZ W     - 1,854,632.40    518,394.37   iFT  0.99997107   -0 21 43.7
 GR1519;SPC NV E     - 8,149,943.335   309,735.583   MT  1.00004833   +0 43 04.8
 GR1519;SPC NV E     -26,738,605.76  1,016,190.83   sFT  1.00004833   +0 43 04.8
 GR1519;UTM  11      - 3,997,746.294   737,252.741   MT  1.00029362   +1 33 11.7
 GR1519
 GR1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1519!SPC AZ W     -   0.99992626  x   0.99997107  =   0.99989734
 GR1519!SPC NV E     -   0.99992626  x   1.00004833  =   0.99997459
 GR1519!UTM  11      -   0.99992626  x   1.00029362  =   1.00021986
 GR1519
 GR1519:                Primary Azimuth Mark                     Grid Az
 GR1519:SPC AZ W     -  A 28                                     308 13 28.9
 GR1519:SPC NV E     -  A 28                                     307 08 40.4
 GR1519:UTM  11      -  A 28                                     306 18 33.5
 GR1519
 GR1519|---------------------------------------------------------------------|
 GR1519| PID    Reference Object                     Distance      Geod. Az  |
 GR1519|                                                           dddmmss.s |
 GR1519| GR1513 A 28                                APPROX. 2.5 KM 3075145.2 |
 GR1519|---------------------------------------------------------------------|
 GR1519
 GR1519                          SUPERSEDED SURVEY CONTROL
 GR1519
 GR1519  NAD 83(1986)-  36 05 43.45457(N)    114 21 52.91233(W) AD(       ) 3
 GR1519  NGVD 29 (06/27/88)  497.0    (m)         1631.     (f) VERT ANG    3  
 GR1519
 GR1519.Superseded values are not recommended for survey control.
 GR1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1519.See file dsdata.txt to determine how the superseded data were derived.
 GR1519
 GR1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3725397746(NAD 83)
 GR1519_MARKER: DS = TRIANGULATION STATION DISK
 GR1519_SETTING: 80 = SET IN A BOULDER
 GR1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1519+STABILITY: SURFACE MOTION
 GR1519
 GR1519  HISTORY     - Date     Condition        Report By
 GR1519  HISTORY     - 1948     MONUMENTED       USGS
 GR1519
 GR1519                          STATION DESCRIPTION
 GR1519
 GR1519'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1519'LOCATED ABOUT 2.7 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1519'ABOUT 0.5 MI S. OF PROMINENT BAY AT NAPOLEONS TOMB.  ABOUT 80 FT.
 GR1519'SE. OF 3-FT. HIGH ROCK, ABOUT 400 FT. ABOVE HIGH WATER MARK.
 GR1519'
 GR1519'TO REACH NOT GIVEN.
 GR1519'
 GR1519'STATION MARK--STANDARD TABLET STAMPED---A31 1948---, CEMENTED IN
 GR1519'TOP OF BOULDER IN PLACE.
 GR1519'
 GR1519'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0949 ***********************************************************************
 CZ0949  DESIGNATION -  A 310
 CZ0949  PID         -  CZ0949
 CZ0949  STATE/COUNTY-  AZ/PIMA
 CZ0949  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0949
 CZ0949                         *CURRENT SURVEY CONTROL
 CZ0949  ___________________________________________________________________
 CZ0949* NAD 83(1986)-  32 25 43.     (N)    111 33 28.     (W)     SCALED    
 CZ0949* NAVD 88     -       714.43   (+/-2cm)    2343.9    (feet)  VERTCON   
 CZ0949  ___________________________________________________________________
 CZ0949  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0949
 CZ0949.The horizontal coordinates were scaled from a topographic map and have
 CZ0949.an estimated accuracy of +/- 6 seconds.
 CZ0949
 CZ0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0949.The vertical order pertains to the NGVD 29 superseded value.
 CZ0949
 CZ0949.The geoid height was determined by GEOID03.
 CZ0949
 CZ0949;                    North         East    Units  Estimated Accuracy
 CZ0949;SPC AZ C     -   158,450.      247,110.      MT  (+/- 180 meters Scaled)
 CZ0949
 CZ0949                          SUPERSEDED SURVEY CONTROL
 CZ0949
 CZ0949  NGVD 29 (??/??/92)  713.847  (m)         2342.01   (f) ADJ UNCH    2 0
 CZ0949
 CZ0949.Superseded values are not recommended for survey control.
 CZ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0949.See file dsdata.txt to determine how the superseded data were derived.
 CZ0949
 CZ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA475880(NAD 83)
 CZ0949_MARKER: DB = BENCH MARK DISK
 CZ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0949_STAMPING: A 310 1952
 CZ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0949+STABILITY: SURFACE MOTION
 CZ0949
 CZ0949  HISTORY     - Date     Condition        Report By
 CZ0949  HISTORY     - 1952     MONUMENTED       CGS
 CZ0949
 CZ0949                          STATION DESCRIPTION
 CZ0949
 CZ0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0949'0.7 MI S FROM SILVER BELL.
 CZ0949'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0949'THENCE 0.6 MILE SOUTH ALONG A TRACK ROAD, INSIDE OF THE SOUTH END OF A
 CZ0949'LARGE TRIANGLE FORMED BY THE MAIN ROAD AND A DIM WAGON ROAD LEADING
 CZ0949'EAST TO A WINDMILL, 120 FEET NORTH OF THE SOUTH END OF THE TRIANGLE,
 CZ0949'37 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LEG OF THE
 CZ0949'WAGON ROAD, 21 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 3.4 FEET
 CZ0949'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0949'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1703 ***********************************************************************
 CZ1703  DESIGNATION -  A 311
 CZ1703  PID         -  CZ1703
 CZ1703  STATE/COUNTY-  AZ/PIMA
 CZ1703  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ1703
 CZ1703                         *CURRENT SURVEY CONTROL
 CZ1703  ___________________________________________________________________
 CZ1703* NAD 83(1986)-  32 19 24.     (N)    111 59 56.     (W)     SCALED    
 CZ1703* NAVD 88     -       543.11   (+/-2cm)    1781.9    (feet)  VERTCON   
 CZ1703  ___________________________________________________________________
 CZ1703  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 CZ1703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1703
 CZ1703.The horizontal coordinates were scaled from a topographic map and have
 CZ1703.an estimated accuracy of +/- 6 seconds.
 CZ1703
 CZ1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1703.The vertical order pertains to the NGVD 29 superseded value.
 CZ1703
 CZ1703.The geoid height was determined by GEOID03.
 CZ1703
 CZ1703;                    North         East    Units  Estimated Accuracy
 CZ1703;SPC AZ C     -   146,720.      205,620.      MT  (+/- 180 meters Scaled)
 CZ1703
 CZ1703                          SUPERSEDED SURVEY CONTROL
 CZ1703
 CZ1703  NGVD 29 (??/??/92)  542.48   (m)         1779.8    (f) COMPUTED    2 0
 CZ1703
 CZ1703.Superseded values are not recommended for survey control.
 CZ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1703.See file dsdata.txt to determine how the superseded data were derived.
 CZ1703
 CZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA059767(NAD 83)
 CZ1703_MARKER: DB = BENCH MARK DISK
 CZ1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1703_STAMPING: A 311 1952
 CZ1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1703+STABILITY: SURFACE MOTION
 CZ1703
 CZ1703  HISTORY     - Date     Condition        Report By
 CZ1703  HISTORY     - 1952     MONUMENTED       CGS
 CZ1703  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CZ1703
 CZ1703                          STATION DESCRIPTION
 CZ1703
 CZ1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1703'2.35 MI E FROM SANTA ROSA.
 CZ1703'2.35 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ1703'0.2 MILE NORTHWEST OF AN ADOBE SHED, AT A POINT WHERE THE ROAD CROSSES
 CZ1703'THE SOUTH END OF A CLEARING, ABOUT 40 YARDS NORTHWEST OF THE SOUTHEAST
 CZ1703'EDGE OF A CLEARING, 26 FEET SOUTH OF A CENTER LINE OF AND ABOUT LEVEL
 CZ1703'WITH THE ROAD, 2.9 FEET SOUTHEAST OF A WITNESS POST, AND SET IN A
 CZ1703'CONCRETE POST PROJECTING 0.7 FOOT.
 CZ1703
 CZ1703                          STATION RECOVERY (1988)
 CZ1703
 CZ1703'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 CZ1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0067 ***********************************************************************
 CH0067  DESIGNATION -  A 312
 CH0067  PID         -  CH0067
 CH0067  STATE/COUNTY-  AZ/PIMA
 CH0067  USGS QUAD   -  LUKEVILLE (1988)
 CH0067
 CH0067                         *CURRENT SURVEY CONTROL
 CH0067  ___________________________________________________________________
 CH0067* NAD 83(1986)-  31 59 03.     (N)    112 46 25.     (W)     SCALED    
 CH0067* NAVD 88     -       545.16   (+/-2cm)    1788.6    (feet)  VERTCON   
 CH0067  ___________________________________________________________________
 CH0067  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CH0067  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0067
 CH0067.The horizontal coordinates were scaled from a topographic map and have
 CH0067.an estimated accuracy of +/- 6 seconds.
 CH0067
 CH0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0067.The vertical order pertains to the NGVD 29 superseded value.
 CH0067
 CH0067.The geoid height was determined by GEOID03.
 CH0067
 CH0067;                    North         East    Units  Estimated Accuracy
 CH0067;SPC AZ C     -   109,430.      132,380.      MT  (+/- 180 meters Scaled)
 CH0067
 CH0067                          SUPERSEDED SURVEY CONTROL
 CH0067
 CH0067  NGVD 29 (??/??/92)  544.409  (m)         1786.12   (f) ADJ UNCH    1 2
 CH0067
 CH0067.Superseded values are not recommended for survey control.
 CH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0067.See file dsdata.txt to determine how the superseded data were derived.
 CH0067
 CH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA324400(NAD 83)
 CH0067_MARKER: DB = BENCH MARK DISK
 CH0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0067_STAMPING: A 312 1952
 CH0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0067+STABILITY: SURFACE MOTION
 CH0067
 CH0067  HISTORY     - Date     Condition        Report By
 CH0067  HISTORY     - 1952     MONUMENTED       CGS
 CH0067  HISTORY     - 1953     GOOD             NGS
 CH0067
 CH0067                          STATION DESCRIPTION
 CH0067
 CH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0067'8.35 MI N FROM LUKEVILLE.
 CH0067'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0067'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 3.15 MILES
 CH0067'NORTH ALONG THE OLD SONOYTA-AJO ROAD, AT THE TOP OF A LOW RIDGE, 163
 CH0067'1/2 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A WASH, 43 1/2
 CH0067'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS
 CH0067'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0067'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0356 ***********************************************************************
 CG0356  DESIGNATION -  A 313
 CG0356  PID         -  CG0356
 CG0356  STATE/COUNTY-  AZ/PIMA
 CG0356  USGS QUAD   -  THE NARROWS (1981)
 CG0356
 CG0356                         *CURRENT SURVEY CONTROL
 CG0356  ___________________________________________________________________
 CG0356* NAD 83(1986)-  31 58 40.     (N)    110 30 52.     (W)     SCALED    
 CG0356* NAVD 88     -      1168.262  (meters)    3832.87   (feet)  ADJUSTED  
 CG0356  ___________________________________________________________________
 CG0356  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CG0356  DYNAMIC HT  -        1166.535 (meters)    3827.21  (feet)  COMP
 CG0356  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 CG0356
 CG0356  VERT ORDER  -  FIRST     CLASS II
 CG0356
 CG0356.The horizontal coordinates were scaled from a topographic map and have
 CG0356.an estimated accuracy of +/- 6 seconds.
 CG0356
 CG0356.The orthometric height was determined by differential leveling
 CG0356.and adjusted in June 1991.
 CG0356
 CG0356.The geoid height was determined by GEOID03.
 CG0356
 CG0356.The dynamic height is computed by dividing the NAVD 88
 CG0356.geopotential number by the normal gravity value computed on the
 CG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0356.degrees latitude (g = 980.6199 gals.).
 CG0356
 CG0356.The modeled gravity was interpolated from observed gravity values.
 CG0356
 CG0356;                    North         East    Units  Estimated Accuracy
 CG0356;SPC AZ C     -   109,260.      345,890.      MT  (+/- 180 meters Scaled)
 CG0356
 CG0356                          SUPERSEDED SURVEY CONTROL
 CG0356
 CG0356  NGVD 29 (??/??/92) 1167.482  (m)         3830.31   (f) ADJ UNCH    1 2
 CG0356
 CG0356.Superseded values are not recommended for survey control.
 CG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0356.See file dsdata.txt to determine how the superseded data were derived.
 CG0356
 CG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA458380(NAD 83)
 CG0356_MARKER: DB = BENCH MARK DISK
 CG0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0356_SP_SET: PIER
 CG0356_STAMPING: A 313 1952
 CG0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0356
 CG0356  HISTORY     - Date     Condition        Report By
 CG0356  HISTORY     - 1952     MONUMENTED       CGS
 CG0356  HISTORY     - 1960     GOOD             NGS
 CG0356  HISTORY     - 1979     GOOD             NGS
 CG0356
 CG0356                          STATION DESCRIPTION
 CG0356
 CG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0356'4.9 MI W FROM MESCAL.
 CG0356'4.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE RAILROAD
 CG0356'STATION AT MESCAL, AT THE U.S. HIGHWAY 80 OVERPASS 1019.67, SET
 CG0356'VERTICALLY IN THE EAST FACE OF THE NORTHEAST COLUMN OF THE NORTHWEST
 CG0356'CONCRETE PIER, 9.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET ABOVE
 CG0356'THE GROUND, 1.6 FEET SOUTH OF THE NORTH EDGE OF COLUMN, ABOUT 3 FEET
 CG0356'HIGHER THAN THE TRACKS.
 CG0356
 CG0356                          STATION RECOVERY (1960)
 CG0356
 CG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0356'RECOVERED IN GOOD CONDITION.
 CG0356
 CG0356                          STATION RECOVERY (1979)
 CG0356
 CG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0356'4.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CG0356'AT MESCAL, AT INTERSTATE 10 AMOLE OVERPASS, BETWEEN THE TWO FREEWAY
 CG0356'BRIDGES, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST COLUMN OF
 CG0356'THE NORTHWEST CONCRETE PIER (FORMER U. S. HIGHWAY 80 OVERPASS
 CG0356'1019.67), 9 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET SOUTH OF
 CG0356'THE NORTH EDGE OF THE COLUMN AND 4 FEET ABOVE THE GROUND.
 CG0356'THE MARK IS 3 FT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0415 ***********************************************************************
 ES0415  DESIGNATION -  A 314
 ES0415  PID         -  ES0415
 ES0415  STATE/COUNTY-  AZ/YAVAPAI
 ES0415  USGS QUAD   -  DUGAS (1967)
 ES0415
 ES0415                         *CURRENT SURVEY CONTROL
 ES0415  ___________________________________________________________________
 ES0415* NAD 83(1986)-  34 17 10.     (N)    111 57 05.     (W)     SCALED    
 ES0415* NAVD 88     -      1259.85   (+/-2cm)    4133.4    (feet)  VERTCON   
 ES0415  ___________________________________________________________________
 ES0415  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ES0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0415
 ES0415.The horizontal coordinates were scaled from a topographic map and have
 ES0415.an estimated accuracy of +/- 6 seconds.
 ES0415
 ES0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0415.The vertical order pertains to the NGVD 29 superseded value.
 ES0415
 ES0415.The geoid height was determined by GEOID03.
 ES0415
 ES0415;                    North         East    Units  Estimated Accuracy
 ES0415;SPC AZ C     -   364,390.      210,160.      MT  (+/- 180 meters Scaled)
 ES0415
 ES0415                          SUPERSEDED SURVEY CONTROL
 ES0415
 ES0415  NGVD 29 (??/??/92) 1259.136  (m)         4131.02   (f) ADJ UNCH    2 0
 ES0415
 ES0415.Superseded values are not recommended for survey control.
 ES0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0415.See file dsdata.txt to determine how the superseded data were derived.
 ES0415
 ES0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC124942(NAD 83)
 ES0415_MARKER: DB = BENCH MARK DISK
 ES0415_SETTING: 66 = SET IN ROCK OUTCROP
 ES0415_SP_SET: BEDROCK
 ES0415_STAMPING: A 314 1952
 ES0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0415+STABILITY: POSITION/ELEVATION WELL
 ES0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0415+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0415
 ES0415  HISTORY     - Date     Condition        Report By
 ES0415  HISTORY     - 1952     MONUMENTED       CGS
 ES0415  HISTORY     - 20090220 GOOD             GEOCAC
 ES0415
 ES0415                          STATION DESCRIPTION
 ES0415
 ES0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0415'8.2 MI S FROM DUGAS.
 ES0415'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 6.2
 ES0415'MILES SOUTH ALONG A DIM TRACK ROAD, 0.25 MILE EAST OF A DUAL POLED
 ES0415'POWER LINE CROSSING AT THE BOTTOM OF A CANYON, AT THE CROSSING OF A
 ES0415'DRY CREEK, IN THE HIGHEST POINT OF A LARGE BEDROCK ON THE WEST EDGE OF
 ES0415'THE CREEK, 10.8 FEET EAST OF AN 8-INCH TREE, 10 FEET SOUTH OF THE
 ES0415'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD.
 ES0415
 ES0415                          STATION RECOVERY (2009)
 ES0415
 ES0415'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0415'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0415'THE DESCRIPTION - THE DIM TRACK ROAD IS NOW A GRADED ROAD CALLED THE
 ES0415'GREAT WESTERN TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0091 ***********************************************************************
 CZ0091  DESIGNATION -  A 315
 CZ0091  PID         -  CZ0091
 CZ0091  STATE/COUNTY-  AZ/PIMA
 CZ0091  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0091
 CZ0091                         *CURRENT SURVEY CONTROL
 CZ0091  ___________________________________________________________________
 CZ0091* NAD 83(1986)-  32 08 07.     (N)    110 43 41.     (W)     SCALED    
 CZ0091* NAVD 88     -       880.45   (+/-2cm)    2888.6    (feet)  VERTCON   
 CZ0091  ___________________________________________________________________
 CZ0091  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CZ0091  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0091
 CZ0091.The horizontal coordinates were scaled from a topographic map and have
 CZ0091.an estimated accuracy of +/- 6 seconds.
 CZ0091
 CZ0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0091.The vertical order pertains to the NGVD 29 superseded value.
 CZ0091
 CZ0091.The geoid height was determined by GEOID03.
 CZ0091
 CZ0091;                    North         East    Units  Estimated Accuracy
 CZ0091;SPC AZ C     -   126,490.      325,500.      MT  (+/- 180 meters Scaled)
 CZ0091
 CZ0091                          SUPERSEDED SURVEY CONTROL
 CZ0091
 CZ0091  NGVD 29 (??/??/92)  879.744  (m)         2886.29   (f) ADJ UNCH    1 2
 CZ0091
 CZ0091.Superseded values are not recommended for survey control.
 CZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0091.See file dsdata.txt to determine how the superseded data were derived.
 CZ0091
 CZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA256554(NAD 83)
 CZ0091_MARKER: DB = BENCH MARK DISK
 CZ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0091_STAMPING: A 315 1952
 CZ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0091+STABILITY: SURFACE MOTION
 CZ0091
 CZ0091  HISTORY     - Date     Condition        Report By
 CZ0091  HISTORY     - 1952     MONUMENTED       CGS
 CZ0091  HISTORY     - 20031220 MARK NOT FOUND   GEOCAC
 CZ0091
 CZ0091                          STATION DESCRIPTION
 CZ0091
 CZ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0091'IN THUNDERHEAD RANCH.
 CZ0091'AT THE THUNDERHEAD RANCH AIRPORT, AT THE BASE OF THE WINDSOCK, 107
 CZ0091'YARDS SOUTHWEST OF THE WEST CORNER OF THE RANCH HOUSE, 2.6 FEET NORTH
 CZ0091'OF THE NORTH EDGE OF THE EAST-WEST DIRT RUNWAY, 2.6 FEET SOUTHWEST OF
 CZ0091'THE WITNESS POST, 2 FEET EAST OF THE WINDSOCK, AND SET IN A CONCRETE
 CZ0091'POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 CZ0091'RUNWAY.
 CZ0091
 CZ0091                          STATION RECOVERY (2003)
 CZ0091
 CZ0091'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0299 ***********************************************************************
 ET0299  DESIGNATION -  A 316
 ET0299  PID         -  ET0299
 ET0299  STATE/COUNTY-  AZ/YAVAPAI
 ET0299  USGS QUAD   -  MAYER (1974)
 ET0299
 ET0299                         *CURRENT SURVEY CONTROL
 ET0299  ___________________________________________________________________
 ET0299* NAD 83(1986)-  34 22 57.     (N)    112 12 21.     (W)     SCALED    
 ET0299* NAVD 88     -      1270.27   (+/-2cm)    4167.5    (feet)  VERTCON   
 ET0299  ___________________________________________________________________
 ET0299  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ET0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0299
 ET0299.The horizontal coordinates were scaled from a topographic map and have
 ET0299.an estimated accuracy of +/- 6 seconds.
 ET0299
 ET0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0299.The vertical order pertains to the NGVD 29 superseded value.
 ET0299
 ET0299.The geoid height was determined by GEOID03.
 ET0299
 ET0299;                    North         East    Units  Estimated Accuracy
 ET0299;SPC AZ C     -   375,120.      186,770.      MT  (+/- 180 meters Scaled)
 ET0299
 ET0299                          SUPERSEDED SURVEY CONTROL
 ET0299
 ET0299  NGVD 29 (??/??/92) 1269.510  (m)         4165.05   (f) ADJ UNCH    2 0
 ET0299
 ET0299.Superseded values are not recommended for survey control.
 ET0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0299.See file dsdata.txt to determine how the superseded data were derived.
 ET0299
 ET0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD891052(NAD 83)
 ET0299_MARKER: DB = BENCH MARK DISK
 ET0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0299_SP_SET: CULVERT
 ET0299_STAMPING: A 316 1952
 ET0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0299
 ET0299  HISTORY     - Date     Condition        Report By
 ET0299  HISTORY     - 1952     MONUMENTED       CGS
 ET0299  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 ET0299
 ET0299                          STATION DESCRIPTION
 ET0299
 ET0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0299'2.9 MI SE FROM MAYER.
 ET0299'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0299'MAYER, THENCE 1.1 MILES EAST ALONG A GRADED COUNTY ROAD, ON THE SOUTH
 ET0299'BANK OF BIG BUG CREEK, ON THE TOP AND ABOUT IN THE CENTER OF A 12-FOOT
 ET0299'BY 3-FOOT ROCK OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 238 FEET
 ET0299'WEST OF THE WEST END OF A LONG ROCK AND CONCRETE WALL ALONG THE SOUTH
 ET0299'BANK OF THE CREEK, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34.5
 ET0299'FEET NORTHWEST OF THE NORTH END OF A 34 INCH CONCRETE PIPE CULVERT
 ET0299'UNDER THE ROAD, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 ET0299
 ET0299                          STATION RECOVERY (2004)
 ET0299
 ET0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0299'MARK NOT FOUND, DID NOT FIND CULVERT.  ROAD HAS BEEN EXTENSIVELY
 ET0299'WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0056 ***********************************************************************
 CZ0056  DESIGNATION -  A 317
 CZ0056  PID         -  CZ0056
 CZ0056  STATE/COUNTY-  AZ/PIMA
 CZ0056  USGS QUAD   -  TUCSON (1992)
 CZ0056
 CZ0056                         *CURRENT SURVEY CONTROL
 CZ0056  ___________________________________________________________________
 CZ0056* NAD 83(1986)-  32 09 54.     (N)    110 54 27.     (W)     SCALED    
 CZ0056* NAVD 88     -       790.941  (meters)    2594.95   (feet)  ADJUSTED  
 CZ0056  ___________________________________________________________________
 CZ0056  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0056  DYNAMIC HT  -         789.836 (meters)    2591.32  (feet)  COMP
 CZ0056  MODELED GRAV-     979,216.0   (mgal)                       NAVD 88
 CZ0056
 CZ0056  VERT ORDER  -  FIRST     CLASS II
 CZ0056
 CZ0056.The horizontal coordinates were scaled from a topographic map and have
 CZ0056.an estimated accuracy of +/- 6 seconds.
 CZ0056
 CZ0056.The orthometric height was determined by differential leveling
 CZ0056.and adjusted in June 1991.
 CZ0056
 CZ0056.The geoid height was determined by GEOID03.
 CZ0056
 CZ0056.The dynamic height is computed by dividing the NAVD 88
 CZ0056.geopotential number by the normal gravity value computed on the
 CZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0056.degrees latitude (g = 980.6199 gals.).
 CZ0056
 CZ0056.The modeled gravity was interpolated from observed gravity values.
 CZ0056
 CZ0056;                    North         East    Units  Estimated Accuracy
 CZ0056;SPC AZ C     -   129,610.      308,540.      MT  (+/- 180 meters Scaled)
 CZ0056
 CZ0056                          SUPERSEDED SURVEY CONTROL
 CZ0056
 CZ0056  NGVD 29 (??/??/92)  790.359  (m)         2593.04   (f) ADJ UNCH    1 2
 CZ0056
 CZ0056.Superseded values are not recommended for survey control.
 CZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0056.See file dsdata.txt to determine how the superseded data were derived.
 CZ0056
 CZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA087587(NAD 83)
 CZ0056_MARKER: DB = BENCH MARK DISK
 CZ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0056_STAMPING: A 317 1952
 CZ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0056+STABILITY: SURFACE MOTION
 CZ0056
 CZ0056  HISTORY     - Date     Condition        Report By
 CZ0056  HISTORY     - 1952     MONUMENTED       CGS
 CZ0056  HISTORY     - 1975     GOOD             NGS
 CZ0056  HISTORY     - 1979     GOOD             NGS
 CZ0056  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0056
 CZ0056                          STATION DESCRIPTION
 CZ0056
 CZ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0056'5.9 MI SE FROM TUCSON.
 CZ0056'5.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0056'THE STATION AT TUCSON, AT A PIPELINE CROSSING, AT THE NORTHWEST CORNER
 CZ0056'OF A WIRE FENCE AROUND THE EL PASO NATURAL GAS COMPANY METER STATION,
 CZ0056'142 FET EAST OF THE EAST RAIL, 41 FEET EAST OF THE CENTER LINE OF A
 CZ0056'TRACK ROAD, 4.6 FEET SOUTH OF THE FENCE CORNER, 2.4 FEET SOUTH OF A
 CZ0056'WITNESS POST, 1.2 FEET WEST OF THE FENCE, ABOUT 3 FEET LOWER THAN THE
 CZ0056'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0056'ABOVE THE GROUND.
 CZ0056
 CZ0056                          STATION RECOVERY (1975)
 CZ0056
 CZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0056'RECOVERED IN GOOD CONDITION.
 CZ0056
 CZ0056                          STATION RECOVERY (1979)
 CZ0056
 CZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0056'RECOVERED IN GOOD CONDITION.
 CZ0056
 CZ0056                          STATION RECOVERY (2006)
 CZ0056
 CZ0056'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0056'MARK NOT FOUND. SHOULDER OF ROAD COVERS LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0910 ***********************************************************************
 CZ0910  DESIGNATION -  A 318
 CZ0910  PID         -  CZ0910
 CZ0910  STATE/COUNTY-  AZ/PIMA
 CZ0910  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0910
 CZ0910                         *CURRENT SURVEY CONTROL
 CZ0910  ___________________________________________________________________
 CZ0910* NAD 83(1986)-  32 25 05.     (N)    111 35 52.     (W)     SCALED    
 CZ0910* NAVD 88     -       656.53   (+/-2cm)    2154.0    (feet)  VERTCON   
 CZ0910  ___________________________________________________________________
 CZ0910  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0910
 CZ0910.The horizontal coordinates were scaled from a topographic map and have
 CZ0910.an estimated accuracy of +/- 6 seconds.
 CZ0910
 CZ0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0910.The vertical order pertains to the NGVD 29 superseded value.
 CZ0910
 CZ0910.The geoid height was determined by GEOID03.
 CZ0910
 CZ0910;                    North         East    Units  Estimated Accuracy
 CZ0910;SPC AZ C     -   157,270.      243,350.      MT  (+/- 180 meters Scaled)
 CZ0910
 CZ0910                          SUPERSEDED SURVEY CONTROL
 CZ0910
 CZ0910  NGVD 29 (??/??/92)  655.961  (m)         2152.10   (f) ADJ UNCH    2 0
 CZ0910
 CZ0910.Superseded values are not recommended for survey control.
 CZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0910.See file dsdata.txt to determine how the superseded data were derived.
 CZ0910
 CZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA437869(NAD 83)
 CZ0910_MARKER: DB = BENCH MARK DISK
 CZ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0910_STAMPING: A 318 1952
 CZ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0910+STABILITY: SURFACE MOTION
 CZ0910
 CZ0910  HISTORY     - Date     Condition        Report By
 CZ0910  HISTORY     - 1952     MONUMENTED       CGS
 CZ0910
 CZ0910                          STATION DESCRIPTION
 CZ0910
 CZ0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0910'2.7 MI W FROM SILVER BELL CEMETERY.
 CZ0910'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY, 0.1
 CZ0910'MILE SOUTHWEST OF THE CROSSING OF A GATE, IN THE CROTCH OF THE Y
 CZ0910'JUNCTION OF A DIM TRACK ROAD LEADING SOUTHWEST, 33.5 FEET SOUTHWEST OF
 CZ0910'A 20 FEET HIGHER GIANT SAQUARO, 24.8 FEET SOUTHEAST OF THE CENTER LINE
 CZ0910'OF THE MAIN TRAVELED ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF A
 CZ0910'DIM TRACK ROAD WHICH THE LINE OF LEVELS FOLLOW, 1.8 FEET EAST OF A
 CZ0910'WITNESS POST, AND ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE
 CZ0910'POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0070 ***********************************************************************
 DA0070  DESIGNATION -  A 319
 DA0070  PID         -  DA0070
 DA0070  STATE/COUNTY-  AZ/MARICOPA
 DA0070  USGS QUAD   -  BIG HORN (1979)
 DA0070
 DA0070                         *CURRENT SURVEY CONTROL
 DA0070  ___________________________________________________________________
 DA0070* NAD 83(1986)-  32 45 20.     (N)    112 28 04.     (W)     SCALED    
 DA0070* NAVD 88     -       661.60   (+/-2cm)    2170.6    (feet)  VERTCON   
 DA0070  ___________________________________________________________________
 DA0070  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0070
 DA0070.The horizontal coordinates were scaled from a topographic map and have
 DA0070.an estimated accuracy of +/- 6 seconds.
 DA0070
 DA0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0070.The vertical order pertains to the NGVD 29 superseded value.
 DA0070
 DA0070.The geoid height was determined by GEOID03.
 DA0070
 DA0070;                    North         East    Units  Estimated Accuracy
 DA0070;SPC AZ C     -   194,780.      161,720.      MT  (+/- 180 meters Scaled)
 DA0070
 DA0070                          SUPERSEDED SURVEY CONTROL
 DA0070
 DA0070  NGVD 29 (??/??/92)  660.896  (m)         2168.29   (f) ADJ UNCH    2 0
 DA0070
 DA0070.Superseded values are not recommended for survey control.
 DA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0070.See file dsdata.txt to determine how the superseded data were derived.
 DA0070
 DA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB625251(NAD 83)
 DA0070_MARKER: DB = BENCH MARK DISK
 DA0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0070_STAMPING: A 319 1952
 DA0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0070+STABILITY: SURFACE MOTION
 DA0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0070+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0070
 DA0070  HISTORY     - Date     Condition        Report By
 DA0070  HISTORY     - 1952     MONUMENTED       CGS
 DA0070  HISTORY     - 20090206 GOOD             GEOCAC
 DA0070
 DA0070                          STATION DESCRIPTION
 DA0070
 DA0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0070'8.6 MI NW FROM STOUTS WELL.
 DA0070'8.6 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0070'ON A SMALL BARREN FLAT, ABOUT 40 YARDS SOUTH AND ACROSS THE ROAD FROM
 DA0070'A 12 FEET DEEP WASH, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DA0070'2.3 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0070'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0070'ROAD.
 DA0070
 DA0070                          STATION RECOVERY (2009)
 DA0070
 DA0070'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0070'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0070'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0070'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0070'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0070'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0070'32 45 20.7 (N)   112 28 04.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0233 ***********************************************************************
 FQ0233  DESIGNATION -  A 32
 FQ0233  PID         -  FQ0233
 FQ0233  STATE/COUNTY-  AZ/COCONINO
 FQ0233  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0233
 FQ0233                         *CURRENT SURVEY CONTROL
 FQ0233  ___________________________________________________________________
 FQ0233* NAD 83(1986)-  35 00 32.     (N)    111 44 16.     (W)     SCALED    
 FQ0233* NAVD 88     -      1678.991  (meters)    5508.49   (feet)  ADJUSTED  
 FQ0233  ___________________________________________________________________
 FQ0233  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 FQ0233  DYNAMIC HT  -        1676.716 (meters)    5501.03  (feet)  COMP
 FQ0233  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 FQ0233
 FQ0233  VERT ORDER  -  FIRST     CLASS II
 FQ0233
 FQ0233.The horizontal coordinates were scaled from a topographic map and have
 FQ0233.an estimated accuracy of +/- 6 seconds.
 FQ0233
 FQ0233.The orthometric height was determined by differential leveling
 FQ0233.and adjusted in June 1991.
 FQ0233
 FQ0233.The geoid height was determined by GEOID03.
 FQ0233
 FQ0233.The dynamic height is computed by dividing the NAVD 88
 FQ0233.geopotential number by the normal gravity value computed on the
 FQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0233.degrees latitude (g = 980.6199 gals.).
 FQ0233
 FQ0233.The modeled gravity was interpolated from observed gravity values.
 FQ0233
 FQ0233;                    North         East    Units  Estimated Accuracy
 FQ0233;SPC AZ C     -   444,580.      229,690.      MT  (+/- 180 meters Scaled)
 FQ0233
 FQ0233                          SUPERSEDED SURVEY CONTROL
 FQ0233
 FQ0233  NGVD 29 (??/??/92) 1678.080  (m)         5505.50   (f) ADJ UNCH    1 2
 FQ0233
 FQ0233.Superseded values are not recommended for survey control.
 FQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0233.See file dsdata.txt to determine how the superseded data were derived.
 FQ0233
 FQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD326742(NAD 83)
 FQ0233_MARKER: DB = BENCH MARK DISK
 FQ0233_SETTING: 80 = SET IN A BOULDER
 FQ0233_SP_SET: BOULDER
 FQ0233_STAMPING: 5505.501 A 32 1933
 FQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0233+STABILITY: SURFACE MOTION
 FQ0233
 FQ0233  HISTORY     - Date     Condition        Report By
 FQ0233  HISTORY     - 1933     MONUMENTED       CGS
 FQ0233  HISTORY     - 1955     GOOD             NGS
 FQ0233  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0233
 FQ0233                          STATION DESCRIPTION
 FQ0233
 FQ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0233'13.0 MI N FROM SEDONA.
 FQ0233'ABOUT 13.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM SEDONA, COCONINO
 FQ0233'COUNTY, ABOUT 1.8 MILES NORTH OF THE CALL OF THE CANYON RESORT, AT A
 FQ0233'HIGHWAY TURNOUT, OUTSIDE OF A CURVE, 80 FEET WEST OF THE CENTER LINE
 FQ0233'OF THE HIGHWAY, 50 FEET NORTHEAST OF FIVE PINE TREES ON A COMMON ROOT,
 FQ0233'IN THE TOP OF A WHITE SANDSTONE LEDGE, AND ABOUT FLUSH WITH THE
 FQ0233'GROUND.  A STANDARD DISK, STAMPED 5505.501 A 32 1933.
 FQ0233
 FQ0233                          STATION RECOVERY (1982)
 FQ0233
 FQ0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0233'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0144 ***********************************************************************
 GO0144  DESIGNATION -  A 32
 GO0144  PID         -  GO0144
 GO0144  STATE/COUNTY-  AZ/APACHE
 GO0144  USGS QUAD   -  ROUGH ROCK NW (1968)
 GO0144
 GO0144                         *CURRENT SURVEY CONTROL
 GO0144  ___________________________________________________________________
 GO0144* NAD 83(1986)-  36 29 45.     (N)    109 56 16.     (W)     SCALED    
 GO0144* NAVD 88     -      1774.355  (meters)    5821.36   (feet)  ADJUSTED  
 GO0144  ___________________________________________________________________
 GO0144  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GO0144  DYNAMIC HT  -        1771.994 (meters)    5813.62  (feet)  COMP
 GO0144  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 GO0144
 GO0144  VERT ORDER  -  FIRST     CLASS II
 GO0144
 GO0144.The horizontal coordinates were scaled from a topographic map and have
 GO0144.an estimated accuracy of +/- 6 seconds.
 GO0144
 GO0144.The orthometric height was determined by differential leveling
 GO0144.and adjusted in June 1991.
 GO0144
 GO0144.The geoid height was determined by GEOID03.
 GO0144
 GO0144.The dynamic height is computed by dividing the NAVD 88
 GO0144.geopotential number by the normal gravity value computed on the
 GO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0144.degrees latitude (g = 980.6199 gals.).
 GO0144
 GO0144.The modeled gravity was interpolated from observed gravity values.
 GO0144
 GO0144;                    North         East    Units  Estimated Accuracy
 GO0144;SPC AZ E     -   609,550.      233,870.      MT  (+/- 180 meters Scaled)
 GO0144
 GO0144                          SUPERSEDED SURVEY CONTROL
 GO0144
 GO0144  NGVD 29 (??/??/92) 1773.28   (m)         5817.8    (f) COMPUTED    1 2
 GO0144
 GO0144.Superseded values are not recommended for survey control.
 GO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0144.See file dsdata.txt to determine how the superseded data were derived.
 GO0144
 GO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF951394(NAD 83)
 GO0144_MARKER: DB = BENCH MARK DISK
 GO0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0144_STAMPING: 5817.830 A 32 1933
 GO0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0144+STABILITY: SURFACE MOTION
 GO0144
 GO0144  HISTORY     - Date     Condition        Report By
 GO0144  HISTORY     - 1933     MONUMENTED       CGS
 GO0144  HISTORY     - 1934     GOOD             NGS
 GO0144  HISTORY     - 1968     MARK NOT FOUND   USGS
 GO0144
 GO0144                          STATION DESCRIPTION
 GO0144
 GO0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0144'28.8 MI SE FROM KAYENTA.
 GO0144'IN APACHE COUNTY, 28.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN
 GO0144'LEE FROM THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, 9.4 MILES
 GO0144'SOUTHEAST OF CHILI CHIN BETOA TRADING POST, NEAR THE SOUTHWEST END OF
 GO0144'A VALLEY WITH RED SANDSTONE CLIFFS, AT A CURVE ON THE TOP OF A HILL,
 GO0144'NORTH OF A WASH, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1
 GO0144'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED 5817.830 A 32
 GO0144'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 GO0144'GROUND.  NOTE-- 1968 REPORT-- A CONCRETE POST WAS FOUND IN THE
 GO0144'VICINITY WITH NO TABLET IN IT.  THERE HAS BEEN SOME HIGHWAY
 GO0144'CONSTRUCTION IN THE AREA.
 GO0144
 GO0144                          STATION RECOVERY (1968)
 GO0144
 GO0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1520 ***********************************************************************
 GR1520  DESIGNATION -  A 32
 GR1520  PID         -  GR1520
 GR1520  STATE/COUNTY-  AZ/MOHAVE
 GR1520  USGS QUAD   -  THE TEMPLE (1983)
 GR1520
 GR1520                         *CURRENT SURVEY CONTROL
 GR1520  ___________________________________________________________________
 GR1520* NAD 83(1992)-  36 07 07.72220(N)    114 21 41.06731(W)     ADJUSTED  
 GR1520* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1520  ___________________________________________________________________
 GR1520  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 GR1520  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GR1520  HORZ ORDER  -  THIRD
 GR1520
 GR1520.The horizontal coordinates were established by classical geodetic methods
 GR1520.and adjusted by the National Geodetic Survey in August 1993.
 GR1520
 GR1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1520
 GR1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1520
 GR1520.The geoid height was determined by GEOID03.
 GR1520
 GR1520;                    North         East     Units Scale Factor Converg.
 GR1520;SPC AZ W     -   567,886.969   158,319.393   MT  0.99997065   -0 21 37.5
 GR1520;SPC AZ W     - 1,863,146.22    519,420.58   iFT  0.99997065   -0 21 37.5
 GR1520;SPC NV E     - 8,152,543.990   309,999.403   MT  1.00004904   +0 43 13.3
 GR1520;SPC NV E     -26,747,138.07  1,017,056.37   sFT  1.00004904   +0 43 13.3
 GR1520;UTM  11      - 4,000,351.159   737,478.667   MT  1.00029494   +1 33 21.9
 GR1520
 GR1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1520!SPC AZ W     -   0.99994885  x   0.99997065  =   0.99991950
 GR1520!SPC NV E     -   0.99994885  x   1.00004904  =   0.99999789
 GR1520!UTM  11      -   0.99994885  x   1.00029494  =   1.00024378
 GR1520
 GR1520                          SUPERSEDED SURVEY CONTROL
 GR1520
 GR1520  NAD 83(1986)-  36 07 07.71096(N)    114 21 41.06122(W) AD(       ) 3
 GR1520  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG    3  
 GR1520
 GR1520.Superseded values are not recommended for survey control.
 GR1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1520.See file dsdata.txt to determine how the superseded data were derived.
 GR1520
 GR1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3747900351(NAD 83)
 GR1520_MARKER: DS = TRIANGULATION STATION DISK
 GR1520_SETTING: 66 = SET IN ROCK OUTCROP
 GR1520_SP_SET: SET IN ROCK OUTCROP
 GR1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1520+STABILITY: POSITION/ELEVATION WELL
 GR1520
 GR1520  HISTORY     - Date     Condition        Report By
 GR1520  HISTORY     - 1948     MONUMENTED       USGS
 GR1520
 GR1520                          STATION DESCRIPTION
 GR1520
 GR1520'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1520'NOT OCCUPIED.
 GR1520'
 GR1520'LOCATED ABOUT 1.4 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.
 GR1520'ABOUT 225 FT. N. OF HIGH WATER MARK AT NORTH END OF LARGE CASTLE
 GR1520'ROCK, ABOUT 20 FT. BELOW HIGH WATER MARK.
 GR1520'
 GR1520'STATION MARK--STANDARD TABLET STAMPED---A32 1948---, CEMENTED IN
 GR1520'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0578 ***********************************************************************
 DA0578  DESIGNATION -  A 320
 DA0578  PID         -  DA0578
 DA0578  STATE/COUNTY-  AZ/MARICOPA
 DA0578  USGS QUAD   -  SMURR (1973)
 DA0578
 DA0578                         *CURRENT SURVEY CONTROL
 DA0578  ___________________________________________________________________
 DA0578* NAD 83(1986)-  32 55 18.     (N)    112 52 27.     (W)     SCALED    
 DA0578* NAVD 88     -       225.743  (meters)     740.63   (feet)  ADJUSTED  
 DA0578  ___________________________________________________________________
 DA0578  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DA0578  DYNAMIC HT  -         225.481 (meters)     739.77  (feet)  COMP
 DA0578  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DA0578
 DA0578  VERT ORDER  -  FIRST     CLASS II
 DA0578
 DA0578.The horizontal coordinates were scaled from a topographic map and have
 DA0578.an estimated accuracy of +/- 6 seconds.
 DA0578
 DA0578.The orthometric height was determined by differential leveling
 DA0578.and adjusted in June 1991.
 DA0578
 DA0578.The geoid height was determined by GEOID03.
 DA0578
 DA0578.The dynamic height is computed by dividing the NAVD 88
 DA0578.geopotential number by the normal gravity value computed on the
 DA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0578.degrees latitude (g = 980.6199 gals.).
 DA0578
 DA0578.The modeled gravity was interpolated from observed gravity values.
 DA0578
 DA0578;                    North         East    Units  Estimated Accuracy
 DA0578;SPC AZ C     -   213,470.      123,810.      MT  (+/- 180 meters Scaled)
 DA0578
 DA0578                          SUPERSEDED SURVEY CONTROL
 DA0578
 DA0578  NGVD 29 (??/??/92)  225.167  (m)          738.74   (f) ADJ UNCH    1 2
 DA0578
 DA0578.Superseded values are not recommended for survey control.
 DA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0578.See file dsdata.txt to determine how the superseded data were derived.
 DA0578
 DA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB247441(NAD 83)
 DA0578_MARKER: DB = BENCH MARK DISK
 DA0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0578_SP_SET: BRIDGE
 DA0578_STAMPING: A 320 1952
 DA0578_MARK LOGO: CGS   
 DA0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0578+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0578
 DA0578  HISTORY     - Date     Condition        Report By
 DA0578  HISTORY     - 1952     MONUMENTED       CGS
 DA0578  HISTORY     - 1960     GOOD             NGS
 DA0578  HISTORY     - 1980     GOOD             NGS
 DA0578  HISTORY     - 1980     GOOD             NGS
 DA0578  HISTORY     - 20060219 GOOD             USPSQD
 DA0578  HISTORY     - 20070626 GOOD             GEOCAC
 DA0578
 DA0578                          STATION DESCRIPTION
 DA0578
 DA0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0578'9.4 MI W FROM GILA BEND.
 DA0578'9.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0578'AT GILA BEND, 55.6 FEET SOUTHWEST OF TELEPHONE POLE 4F, 7 FEET SOUTH
 DA0578'OF THE SOUTH RAIL OF THE SOUTH TRACK, 1.4 FEET SOUTH OF A BRIDGE HAND
 DA0578'RAIL AND AT BRIDGE NO. 846.29.
 DA0578
 DA0578                          STATION RECOVERY (1980)
 DA0578
 DA0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0578'15.1 KM (9.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0578'THE MARTIN AVENUE CROSSING IN GILA BEND, SET IN TOP OF THE SOUTHEAST
 DA0578'END OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 DA0578'846.29, 2.1 METERS (7.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DA0578'MAIN TRACK, 102.4 METERS (336 FT) SOUTHWEST OF A POWER LINE CROSSING
 DA0578'THE TRACKS AND INTERSTATE HIGHWAY 8. NOTE-THE STAMPING WAS SCRATCHED
 DA0578'OUT, MARK RESTAMPED -A 320- BY THIS CREW.
 DA0578'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0578
 DA0578                          STATION RECOVERY (1980)
 DA0578
 DA0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0578'15.1 KM (9.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0578'THE MARTIN AVENUE CROSSING IN GILA BEND, SET IN TOP OF THE SOUTHEAST
 DA0578'END OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 DA0578'846.29, 2.1 METERS (7.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DA0578'MAIN TRACK, 102.4 METERS (336 FT) SOUTHWEST OF A POWER LINE CROSSING
 DA0578'THE TRACKS AND INTERSTATE HIGHWAY 8. NOTE-THE STAMPING WAS SCRATCHED
 DA0578'OUT, MARK RESTAMPED -A 320- BY THIS CREW.
 DA0578'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0578
 DA0578                          STATION RECOVERY (2006)
 DA0578
 DA0578'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0578'RECOVERED AS DESCRIBED.
 DA0578
 DA0578                          STATION RECOVERY (2007)
 DA0578
 DA0578'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0507 ***********************************************************************
 DA0507  DESIGNATION -  A 321
 DA0507  PID         -  DA0507
 DA0507  STATE/COUNTY-  AZ/MARICOPA
 DA0507  USGS QUAD   -  BLACK GAP (1986)
 DA0507
 DA0507                         *CURRENT SURVEY CONTROL
 DA0507  ___________________________________________________________________
 DA0507* NAD 83(1986)-  32 51 40.     (N)    112 45 55.     (W)     SCALED    
 DA0507* NAVD 88     -       268.941  (meters)     882.35   (feet)  ADJUSTED  
 DA0507  ___________________________________________________________________
 DA0507  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0507  DYNAMIC HT  -         268.626 (meters)     881.32  (feet)  COMP
 DA0507  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 DA0507
 DA0507  VERT ORDER  -  FIRST     CLASS II
 DA0507
 DA0507.The horizontal coordinates were scaled from a topographic map and have
 DA0507.an estimated accuracy of +/- 6 seconds.
 DA0507
 DA0507.The orthometric height was determined by differential leveling
 DA0507.and adjusted in June 1991.
 DA0507
 DA0507.The geoid height was determined by GEOID03.
 DA0507
 DA0507.The dynamic height is computed by dividing the NAVD 88
 DA0507.geopotential number by the normal gravity value computed on the
 DA0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0507.degrees latitude (g = 980.6199 gals.).
 DA0507
 DA0507.The modeled gravity was interpolated from observed gravity values.
 DA0507
 DA0507;                    North         East    Units  Estimated Accuracy
 DA0507;SPC AZ C     -   206,670.      133,940.      MT  (+/- 180 meters Scaled)
 DA0507
 DA0507                          SUPERSEDED SURVEY CONTROL
 DA0507
 DA0507  NGVD 29 (??/??/92)  268.336  (m)          880.37   (f) ADJ UNCH    1 2
 DA0507
 DA0507.Superseded values are not recommended for survey control.
 DA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0507.See file dsdata.txt to determine how the superseded data were derived.
 DA0507
 DA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB348372(NAD 83)
 DA0507_MARKER: DB = BENCH MARK DISK
 DA0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0507_STAMPING: A 321 1952
 DA0507_PROJECTION: PROJECTING 8 CENTIMETERS
 DA0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0507+STABILITY: SURFACE MOTION
 DA0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0507+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0507
 DA0507  HISTORY     - Date     Condition        Report By
 DA0507  HISTORY     - 1952     MONUMENTED       CGS
 DA0507  HISTORY     - 1953     GOOD             NGS
 DA0507  HISTORY     - 1980     GOOD             NGS
 DA0507  HISTORY     - 1988     GOOD             USPSQD
 DA0507  HISTORY     - 20060128 GOOD             USPSQD
 DA0507  HISTORY     - 20070603 GOOD             GEOCAC
 DA0507
 DA0507                          STATION DESCRIPTION
 DA0507
 DA0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0507'6.6 MI S FROM GILA BEND.
 DA0507'6.6 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0507'COMPANY RAILROAD STATION AT GILA BEND, 0.25 MILE SOUTH OF A TUCSON,
 DA0507'CORNELIA AND GILA BEND RAILROAD BRIDGE AND A WASH ACROSS THE HIGHWAY,
 DA0507'AT THE T JUNCTION OF A GRAVELED ROAD LEADING WEST TO AN AIR FIELD,
 DA0507'137.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF
 DA0507'THE CENTER LINE OF THE ROAD, 11.5 FEET SOUTH OF A STOP SIGN, 1.8 FEET
 DA0507'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DA0507'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0507
 DA0507                          STATION RECOVERY (1980)
 DA0507
 DA0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0507'10.4 KM (6.45 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0507'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 1.3 KM (0.8 MI)
 DA0507'SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 6, AT THE JUNCTION OF A GRAVEL
 DA0507'ROAD LEADING NORTHWEST, 69.5 METERS (228 FT) NORTHWEST OF THE
 DA0507'NORTHWEST RAIL OF THE TRACKS, 27.7 METERS (64.0 FT) SOUTHEAST OF THE
 DA0507'SOUTHWEST END OF A METAL GATE IN THE NORTHWEST RIGHT-OF-WAY FENCE,
 DA0507'19.5 METERS (64.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA0507'10.4 METERS (34.0 FT) SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD.
 DA0507'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA0507'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DA0507
 DA0507                          STATION RECOVERY (1988)
 DA0507
 DA0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0507'RECOVERED IN GOOD CONDITION.
 DA0507
 DA0507                          STATION RECOVERY (2006)
 DA0507
 DA0507'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0507'RECOVERED AS DESCRIBED.
 DA0507
 DA0507                          STATION RECOVERY (2007)
 DA0507
 DA0507'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1103 ***********************************************************************
 DA1103  DESIGNATION -  A 322
 DA1103  PID         -  DA1103
 DA1103  STATE/COUNTY-  AZ/YUMA
 DA1103  USGS QUAD   -  DATELAND (1982)
 DA1103
 DA1103                         *CURRENT SURVEY CONTROL
 DA1103  ___________________________________________________________________
 DA1103* NAD 83(1986)-  32 48 00.     (N)    113 31 46.     (W)     SCALED    
 DA1103* NAVD 88     -       139.69   (+/-2cm)     458.3    (feet)  VERTCON   
 DA1103  ___________________________________________________________________
 DA1103  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA1103  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1103
 DA1103.The horizontal coordinates were scaled from a topographic map and have
 DA1103.an estimated accuracy of +/- 6 seconds.
 DA1103
 DA1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1103.The vertical order pertains to the NGVD 29 superseded value.
 DA1103
 DA1103.The geoid height was determined by GEOID03.
 DA1103
 DA1103;                    North         East    Units  Estimated Accuracy
 DA1103;SPC AZ W     -   199,600.      234,020.      MT  (+/- 180 meters Scaled)
 DA1103
 DA1103                          SUPERSEDED SURVEY CONTROL
 DA1103
 DA1103  NGVD 29 (??/??/92)  139.122  (m)          456.44   (f) ADJ UNCH    1 2
 DA1103
 DA1103.Superseded values are not recommended for survey control.
 DA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1103.See file dsdata.txt to determine how the superseded data were derived.
 DA1103
 DA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB631319(NAD 83)
 DA1103_MARKER: DB = BENCH MARK DISK
 DA1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1103_STAMPING: A 322 1952
 DA1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1103+STABILITY: SURFACE MOTION
 DA1103
 DA1103  HISTORY     - Date     Condition        Report By
 DA1103  HISTORY     - 1952     MONUMENTED       CGS
 DA1103  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1103  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1103
 DA1103                          STATION DESCRIPTION
 DA1103
 DA1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1103'5 MI SW FROM AZTEC.
 DA1103'5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1103'WATER TANK AT AZTEC, 107 FEET SOUTHEAST OF THE CENTER LINE OF UNITED
 DA1103'STATES HIGHWAY 80, 44 FEET NORTHWEST OF THE NORTH RAIL, 2.6 FEET
 DA1103'SOUTHWEST OF MILEPOST 807, 2.1 FEET NORTHEAST OF A WITNESS POST, 3
 DA1103'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA1103'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1103
 DA1103                          STATION RECOVERY (1981)
 DA1103
 DA1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1103'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1103'BELIEVED DESTROYED.
 DA1103
 DA1103                          STATION RECOVERY (1981)
 DA1103
 DA1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1103'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1103'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1083 ***********************************************************************
 DA1083  DESIGNATION -  A 323
 DA1083  PID         -  DA1083
 DA1083  STATE/COUNTY-  AZ/YUMA
 DA1083  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1083
 DA1083                         *CURRENT SURVEY CONTROL
 DA1083  ___________________________________________________________________
 DA1083* NAD 83(1986)-  32 43 50.     (N)    113 43 25.     (W)     SCALED    
 DA1083* NAVD 88     -       134.32   (+/-2cm)     440.7    (feet)  VERTCON   
 DA1083  ___________________________________________________________________
 DA1083  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DA1083  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1083
 DA1083.The horizontal coordinates were scaled from a topographic map and have
 DA1083.an estimated accuracy of +/- 6 seconds.
 DA1083
 DA1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1083.The vertical order pertains to the NGVD 29 superseded value.
 DA1083
 DA1083.The geoid height was determined by GEOID03.
 DA1083
 DA1083;                    North         East    Units  Estimated Accuracy
 DA1083;SPC AZ W     -   191,880.      215,830.      MT  (+/- 180 meters Scaled)
 DA1083
 DA1083                          SUPERSEDED SURVEY CONTROL
 DA1083
 DA1083  NGVD 29 (??/??/92)  133.688  (m)          438.61   (f) ADJ UNCH    1 2
 DA1083
 DA1083.Superseded values are not recommended for survey control.
 DA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1083.See file dsdata.txt to determine how the superseded data were derived.
 DA1083
 DA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB447246(NAD 83)
 DA1083_MARKER: DB = BENCH MARK DISK
 DA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1083_STAMPING: A 323 1952
 DA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1083+STABILITY: SURFACE MOTION
 DA1083
 DA1083  HISTORY     - Date     Condition        Report By
 DA1083  HISTORY     - 1952     MONUMENTED       CGS
 DA1083  HISTORY     - 1965     MARK NOT FOUND   USGS
 DA1083  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1083  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1083
 DA1083                          STATION DESCRIPTION
 DA1083
 DA1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1083'1.9 MI E FROM MOHAWK.
 DA1083'1.9 MILES EAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1083'PACIFIC RAILROAD STATION AT MOHAWK, 0.1 MILE WEST OF A DIP, 88.8 FEET
 DA1083'NORTH OF THE CENTER LINE OF THE HIGHWAY, 54.3 FEET WEST OF A LARGE
 DA1083'IRONWOOD TREE, 29 FEET EAST OF A SMALL DITCH, 2.3 FEET SOUTH OF A
 DA1083'WITNESS POST, ABOUT 0.6 FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF
 DA1083'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1083
 DA1083                          STATION RECOVERY (1965)
 DA1083
 DA1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1083'MARK NOT FOUND.
 DA1083
 DA1083                          STATION RECOVERY (1981)
 DA1083
 DA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1083'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1083'BELIEVED DESTROYED.
 DA1083
 DA1083                          STATION RECOVERY (1981)
 DA1083
 DA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1083'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1083'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0419 ***********************************************************************
 CY0419  DESIGNATION -  A 324
 CY0419  PID         -  CY0419
 CY0419  STATE/COUNTY-  AZ/COCHISE
 CY0419  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0419
 CY0419                         *CURRENT SURVEY CONTROL
 CY0419  ___________________________________________________________________
 CY0419* NAD 83(1986)-  32 19 48.     (N)    109 45 55.     (W)     SCALED    
 CY0419* NAVD 88     -      1327.25   (+/-2cm)    4354.5    (feet)  VERTCON   
 CY0419  ___________________________________________________________________
 CY0419  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0419  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0419
 CY0419.The horizontal coordinates were scaled from a topographic map and have
 CY0419.an estimated accuracy of +/- 6 seconds.
 CY0419
 CY0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0419.The vertical order pertains to the NGVD 29 superseded value.
 CY0419
 CY0419.The geoid height was determined by GEOID03.
 CY0419
 CY0419;                    North         East    Units  Estimated Accuracy
 CY0419;SPC AZ E     -   147,530.      251,150.      MT  (+/- 180 meters Scaled)
 CY0419
 CY0419                          SUPERSEDED SURVEY CONTROL
 CY0419
 CY0419  NGVD 29 (??/??/92) 1326.463  (m)         4351.90   (f) ADJ UNCH    1 2
 CY0419
 CY0419.Superseded values are not recommended for survey control.
 CY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0419.See file dsdata.txt to determine how the superseded data were derived.
 CY0419
 CY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA162776(NAD 83)
 CY0419_MARKER: DB = BENCH MARK DISK
 CY0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0419_STAMPING: A 324 1952
 CY0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0419+STABILITY: SURFACE MOTION
 CY0419
 CY0419  HISTORY     - Date     Condition        Report By
 CY0419  HISTORY     - 1952     MONUMENTED       CGS
 CY0419  HISTORY     - 1960     GOOD             NGS
 CY0419  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0419
 CY0419                          STATION DESCRIPTION
 CY0419
 CY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0419'6.6 MI NE FROM WILLCOX.
 CY0419'6.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0419'THE STATION AT WILLCOX, 0.5 MILE NORTHEAST OF MILEPOLE NUMBER 1081,
 CY0419'91.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 82.0 FEET NORTH OF BRIDGE
 CY0419'NUMBER 1081.45, 65.0 FEET NORTHEAST OF THE CENTERLINE OF A DRY WASH,
 CY0419'39 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 6.8 FEET
 CY0419'SOUTHEAST OF A FENCE, 2 1/2 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 CY0419'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CY0419'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CY0419
 CY0419                          STATION RECOVERY (1960)
 CY0419
 CY0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0419'RECOVERED IN GOOD CONDITION.
 CY0419
 CY0419                          STATION RECOVERY (1979)
 CY0419
 CY0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0419'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS MARK IS BELIEVED
 CY0419'DESTROYED SINCE MEASUREMENTS PLACE IT IN THE CENTER OF A BLADED DIRT
 CY0419'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0370 ***********************************************************************
 CY0370  DESIGNATION -  A 325
 CY0370  PID         -  CY0370
 CY0370  STATE/COUNTY-  AZ/COCHISE
 CY0370  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0370
 CY0370                         *CURRENT SURVEY CONTROL
 CY0370  ___________________________________________________________________
 CY0370* NAD 83(1986)-  32 07 58.     (N)    109 54 40.     (W)     SCALED    
 CY0370* NAVD 88     -      1269.478  (meters)    4164.95   (feet)  ADJUSTED  
 CY0370  ___________________________________________________________________
 CY0370  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0370  DYNAMIC HT  -        1267.558 (meters)    4158.65  (feet)  COMP
 CY0370  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CY0370  OBS GRAVITY -     979,082.3   (mgal)                       GRAV_OBS
 CY0370
 CY0370  VERT ORDER  -  FIRST     CLASS II
 CY0370
 CY0370.The horizontal coordinates were scaled from a topographic map and have
 CY0370.an estimated accuracy of +/- 6 seconds.
 CY0370
 CY0370.The orthometric height was determined by differential leveling
 CY0370.and adjusted in June 1991.
 CY0370
 CY0370.The geoid height was determined by GEOID03.
 CY0370
 CY0370.The dynamic height is computed by dividing the NAVD 88
 CY0370.geopotential number by the normal gravity value computed on the
 CY0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0370.degrees latitude (g = 980.6199 gals.).
 CY0370
 CY0370.The modeled gravity was interpolated from observed gravity values.
 CY0370.The observed gravity was obtained from relative gravimeter ties
 CY0370.to the IGSN71 gravity network.
 CY0370
 CY0370;                    North         East    Units  Estimated Accuracy
 CY0370;SPC AZ E     -   125,620.      237,470.      MT  (+/- 180 meters Scaled)
 CY0370
 CY0370                          SUPERSEDED SURVEY CONTROL
 CY0370
 CY0370  NGVD 29 (??/??/92) 1268.782  (m)         4162.66   (f) ADJ UNCH    1 2
 CY0370
 CY0370.Superseded values are not recommended for survey control.
 CY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0370.See file dsdata.txt to determine how the superseded data were derived.
 CY0370
 CY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA027556(NAD 83)
 CY0370_MARKER: DB = BENCH MARK DISK
 CY0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0370_SP_SET: ABUTMENT
 CY0370_STAMPING: A 325 1952
 CY0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0370
 CY0370  HISTORY     - Date     Condition        Report By
 CY0370  HISTORY     - 1952     MONUMENTED       CGS
 CY0370  HISTORY     - 1979     GOOD             NGS
 CY0370  HISTORY     - 1980     GOOD             NGS
 CY0370
 CY0370                          STATION DESCRIPTION
 CY0370
 CY0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0370'1.5 MI NE FROM COCHISE.
 CY0370'1.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0370'THE STATION AT COCHISE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 CY0370'SOUTHEAST ABUTMENT OF OVER PASS NUMBER 1065.37, 25.0 FEET SOUTHEAST OF
 CY0370'THE SOUTHEAST RAIL, 1.1 FEET NORTHEAST OF THE SOUTHWEST END OF AN
 CY0370'ABUTMENT, 1.9 FEET HIGHER THAN THE GROUND, AND ABOUT 2.0 FEET HIGHER
 CY0370'THAN THE TOP OF THE RAIL.
 CY0370
 CY0370                          STATION RECOVERY (1979)
 CY0370
 CY0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0370'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0370'RAILROAD FROM THE STATION AT WILLCOX, AT THE COCHISE OVERPASS (U. S.
 CY0370'HIGHWAY 666), RAILROAD MILEAGE 1065.37, SET VERTICALLY IN THE
 CY0370'NORTHWEST FACE OF THE SOUTHEAST PIER, 0.4 METER (1.2 FEET) NORTHEAST
 CY0370'OF THE SOUTHWEST END OF THE PIER FACE, 2.9 METERS (9.6 FEET)
 CY0370'SOUTHEAST OF THE SOUTHEAST RAIL AND 1.2 METERS (3.8 FEET) ABOVE THE
 CY0370'GROUND.
 CY0370'THE MARK IS 1 M ABOVE THE RAILS.
 CY0370
 CY0370                          STATION RECOVERY (1980)
 CY0370
 CY0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0027 ***********************************************************************
 CG0027  DESIGNATION -  A 326
 CG0027  PID         -  CG0027
 CG0027  STATE/COUNTY-  AZ/COCHISE
 CG0027  USGS QUAD   -  SAINT DAVID (1973)
 CG0027
 CG0027                         *CURRENT SURVEY CONTROL
 CG0027  ___________________________________________________________________
 CG0027* NAD 83(1986)-  31 57 57.     (N)    110 14 10.     (W)     SCALED    
 CG0027* NAVD 88     -      1124.87   (+/-2cm)    3690.5    (feet)  VERTCON   
 CG0027  ___________________________________________________________________
 CG0027  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG0027  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0027
 CG0027.The horizontal coordinates were scaled from a topographic map and have
 CG0027.an estimated accuracy of +/- 6 seconds.
 CG0027
 CG0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0027.The vertical order pertains to the NGVD 29 superseded value.
 CG0027
 CG0027.The geoid height was determined by GEOID03.
 CG0027
 CG0027;                    North         East    Units  Estimated Accuracy
 CG0027;SPC AZ E     -   107,080.      206,800.      MT  (+/- 180 meters Scaled)
 CG0027
 CG0027                          SUPERSEDED SURVEY CONTROL
 CG0027
 CG0027  NGVD 29 (??/??/92) 1124.073  (m)         3687.90   (f) ADJ UNCH    1 2
 CG0027
 CG0027.Superseded values are not recommended for survey control.
 CG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0027.See file dsdata.txt to determine how the superseded data were derived.
 CG0027
 CG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA721369(NAD 83)
 CG0027_MARKER: DB = BENCH MARK DISK
 CG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0027_STAMPING: A 326 1952
 CG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0027+STABILITY: SURFACE MOTION
 CG0027
 CG0027  HISTORY     - Date     Condition        Report By
 CG0027  HISTORY     - 1952     MONUMENTED       CGS
 CG0027
 CG0027                          STATION DESCRIPTION
 CG0027
 CG0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0027'3.5 MI E FROM BENSON.
 CG0027'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0027'STATION AT BENSON, 0.2 MILE NORTHEAST OF MILEPOLE 1036, 0.3 MILE
 CG0027'NORTHEAST OF A SIGN FENNER AT FENNER SIDING, 94.0 FEET NORTHWEST OF
 CG0027'THE NORTHWEST RAIL OF THE MAIN TRACK, 27.0 FEET NORTHWEST OF THE 6TH
 CG0027'TELEPHONE POLE NORTHEAST OF MILEPOLE 1036, 2.6 FEET SOUTHEAST OF THE
 CG0027'RIGHT-OF-WAY FENCE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 4 FEET
 CG0027'LOWER THAN THE TOP OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0027'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0191 ***********************************************************************
 DU0191  DESIGNATION -  A 327
 DU0191  PID         -  DU0191
 DU0191  STATE/COUNTY-  AZ/GRAHAM
 DU0191  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0191
 DU0191                         *CURRENT SURVEY CONTROL
 DU0191  ___________________________________________________________________
 DU0191* NAD 83(1986)-  33 15 34.     (N)    110 07 00.     (W)     SCALED    
 DU0191* NAVD 88     -      1296.082  (meters)    4252.23   (feet)  ADJUSTED  
 DU0191  ___________________________________________________________________
 DU0191  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DU0191  DYNAMIC HT  -        1294.241 (meters)    4246.19  (feet)  COMP
 DU0191  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 DU0191
 DU0191  VERT ORDER  -  SECOND    CLASS 0
 DU0191
 DU0191.The horizontal coordinates were scaled from a topographic map and have
 DU0191.an estimated accuracy of +/- 6 seconds.
 DU0191
 DU0191.The orthometric height was determined by differential leveling
 DU0191.and adjusted in June 1991.
 DU0191
 DU0191.The geoid height was determined by GEOID03.
 DU0191
 DU0191.The dynamic height is computed by dividing the NAVD 88
 DU0191.geopotential number by the normal gravity value computed on the
 DU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0191.degrees latitude (g = 980.6199 gals.).
 DU0191
 DU0191.The modeled gravity was interpolated from observed gravity values.
 DU0191
 DU0191;                    North         East    Units  Estimated Accuracy
 DU0191;SPC AZ E     -   250,520.      218,020.      MT  (+/- 180 meters Scaled)
 DU0191
 DU0191                          SUPERSEDED SURVEY CONTROL
 DU0191
 DU0191  NGVD 29 (??/??/92) 1295.436  (m)         4250.11   (f) ADJ UNCH    2 0
 DU0191
 DU0191.Superseded values are not recommended for survey control.
 DU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0191.See file dsdata.txt to determine how the superseded data were derived.
 DU0191
 DU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB822803(NAD 83)
 DU0191_MARKER: DB = BENCH MARK DISK
 DU0191_SETTING: 66 = SET IN ROCK OUTCROP
 DU0191_SP_SET: BEDROCK
 DU0191_STAMPING: A 327 1952
 DU0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0191+STABILITY: POSITION/ELEVATION WELL
 DU0191
 DU0191  HISTORY     - Date     Condition        Report By
 DU0191  HISTORY     - 1952     MONUMENTED       CGS
 DU0191
 DU0191                          STATION DESCRIPTION
 DU0191
 DU0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0191'7.9 MI NE FROM CALVA.
 DU0191'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0191'COMPANY RAILROAD STATION AT CALVA, THENCE 7.4 MILES NORTHEAST ALONG
 DU0191'THE CALVA - ASH CREEK ROAD, NEAR THE CREST OF A STEEP HILL, ON THE
 DU0191'EAST SLOPE OF A GRADE, 25 YARDS EAST OF THE CREST OF THE HILL, 19 FEET
 DU0191'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE
 DU0191'ROAD, AND SET IN THE TOP OF A BEDROCK PROJECTING 0.6 FOOT ABOVE THE
 DU0191'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0384 ***********************************************************************
 ES0384  DESIGNATION -  A 329
 ES0384  PID         -  ES0384
 ES0384  STATE/COUNTY-  AZ/YAVAPAI
 ES0384  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0384
 ES0384                         *CURRENT SURVEY CONTROL
 ES0384  ___________________________________________________________________
 ES0384* NAD 83(1986)-  34 21 26.     (N)    111 42 32.     (W)     SCALED    
 ES0384* NAVD 88     -       806.71   (+/-2cm)    2646.7    (feet)  VERTCON   
 ES0384  ___________________________________________________________________
 ES0384  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 ES0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0384
 ES0384.The horizontal coordinates were scaled from a topographic map and have
 ES0384.an estimated accuracy of +/- 6 seconds.
 ES0384
 ES0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0384.The vertical order pertains to the NGVD 29 superseded value.
 ES0384
 ES0384.The geoid height was determined by GEOID03.
 ES0384
 ES0384;                    North         East    Units  Estimated Accuracy
 ES0384;SPC AZ C     -   372,300.      232,470.      MT  (+/- 180 meters Scaled)
 ES0384
 ES0384                          SUPERSEDED SURVEY CONTROL
 ES0384
 ES0384  NGVD 29 (??/??/92)  805.999  (m)         2644.35   (f) ADJ UNCH    2 0
 ES0384
 ES0384.Superseded values are not recommended for survey control.
 ES0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0384.See file dsdata.txt to determine how the superseded data were derived.
 ES0384
 ES0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD348019(NAD 83)
 ES0384_MARKER: DB = BENCH MARK DISK
 ES0384_SETTING: 66 = SET IN ROCK OUTCROP
 ES0384_SP_SET: ROCK OUTCROP
 ES0384_STAMPING: A 329 1952
 ES0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0384+STABILITY: POSITION/ELEVATION WELL
 ES0384
 ES0384  HISTORY     - Date     Condition        Report By
 ES0384  HISTORY     - 1952     MONUMENTED       CGS
 ES0384  HISTORY     - 20060220 GOOD             GEOCAC
 ES0384  HISTORY     - 20060220 GOOD             GEOCAC
 ES0384
 ES0384                          STATION DESCRIPTION
 ES0384
 ES0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0384'IN VERDE HOT SPRINGS.
 ES0384'AT VERDE HOT SPRINGS, NORTHEAST OF AND ACROSS THE RIVER FROM THE VERDE
 ES0384'HOT SPRINGS HOTEL, IN TOP OF A 2-FOOT BY 3-FOOT BROWN ROCK OUTCROP
 ES0384'PROJECTING 1.8 FEET ABOVE THE GROUND, 146 FEET NORTHEAST OF THE
 ES0384'NORTHEAST END OF THE FOOT BRIDGE CROSSING THE RIVER TO THE HOTEL, 17
 ES0384'FEET SOUTHWEST OF THE CENTER LINE AND ABOUT 3 FEET LOWER THAN THE
 ES0384'ROAD.
 ES0384
 ES0384                          STATION RECOVERY (2006)
 ES0384
 ES0384'RECOVERY NOTE BY GEOCACHING 2006
 ES0384'RECOVERED IN GOOD CONDITION.
 ES0384
 ES0384                          STATION RECOVERY (2006)
 ES0384
 ES0384'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 ES0384'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ES0384'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1521 ***********************************************************************
 GR1521  DESIGNATION -  A 33
 GR1521  PID         -  GR1521
 GR1521  STATE/COUNTY-  AZ/MOHAVE
 GR1521  USGS QUAD   -  THE TEMPLE (1983)
 GR1521
 GR1521                         *CURRENT SURVEY CONTROL
 GR1521  ___________________________________________________________________
 GR1521* NAD 83(1992)-  36 06 08.26964(N)    114 20 13.83756(W)     ADJUSTED  
 GR1521* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1521  ___________________________________________________________________
 GR1521  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 GR1521  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR1521  HORZ ORDER  -  THIRD
 GR1521
 GR1521.The horizontal coordinates were established by classical geodetic methods
 GR1521.and adjusted by the National Geodetic Survey in August 1993.
 GR1521
 GR1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1521
 GR1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1521
 GR1521.The geoid height was determined by GEOID03.
 GR1521
 GR1521;                    North         East     Units Scale Factor Converg.
 GR1521;SPC AZ W     -   566,041.135   160,489.645   MT  0.99996776   -0 20 45.6
 GR1521;SPC AZ W     - 1,857,090.34    526,540.83   iFT  0.99996776   -0 20 45.6
 GR1521;SPC NV E     - 8,150,739.261   312,204.260   MT  1.00005508   +0 44 03.7
 GR1521;SPC NV E     -26,741,217.06  1,024,290.14   sFT  1.00005508   +0 44 03.7
 GR1521;UTM  11      - 3,998,578.333   739,710.164   MT  1.00030807   +1 34 11.1
 GR1521
 GR1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1521!SPC AZ W     -   0.99994696  x   0.99996776  =   0.99991473
 GR1521!SPC NV E     -   0.99994696  x   1.00005508  =   1.00000204
 GR1521!UTM  11      -   0.99994696  x   1.00030807  =   1.00025502
 GR1521
 GR1521                          SUPERSEDED SURVEY CONTROL
 GR1521
 GR1521  NAD 83(1986)-  36 06 08.25890(N)    114 20 13.83194(W) AD(       ) 3
 GR1521  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1521
 GR1521.Superseded values are not recommended for survey control.
 GR1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1521.See file dsdata.txt to determine how the superseded data were derived.
 GR1521
 GR1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3971098578(NAD 83)
 GR1521_MARKER: DS = TRIANGULATION STATION DISK
 GR1521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1521
 GR1521  HISTORY     - Date     Condition        Report By
 GR1521  HISTORY     - 1948     MONUMENTED       USGS
 GR1521
 GR1521                          STATION DESCRIPTION
 GR1521
 GR1521'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1521'NOT OCCUPIED.
 GR1521'
 GR1521'LOCATED ABOUT 3.3 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.  ON
 GR1521'SMALL TOP AT END OF SHORT RIDGE, ABOUT 10 FT. ABOVE HIGH WATER
 GR1521'MARK.
 GR1521'
 GR1521'STATION MARK--STANDARD TABLET STAMPED---A33 1948---, WELDED TO
 GR1521'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0402 ***********************************************************************
 ES0402  DESIGNATION -  A 330
 ES0402  PID         -  ES0402
 ES0402  STATE/COUNTY-  AZ/YAVAPAI
 ES0402  USGS QUAD   -  ARNOLD MESA (1967)
 ES0402
 ES0402                         *CURRENT SURVEY CONTROL
 ES0402  ___________________________________________________________________
 ES0402* NAD 83(1986)-  34 23 06.     (N)    111 59 06.     (W)     SCALED    
 ES0402* NAVD 88     -      1252.64   (+/-2cm)    4109.7    (feet)  VERTCON   
 ES0402  ___________________________________________________________________
 ES0402  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ES0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0402
 ES0402.The horizontal coordinates were scaled from a topographic map and have
 ES0402.an estimated accuracy of +/- 6 seconds.
 ES0402
 ES0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0402.The vertical order pertains to the NGVD 29 superseded value.
 ES0402
 ES0402.The geoid height was determined by GEOID03.
 ES0402
 ES0402;                    North         East    Units  Estimated Accuracy
 ES0402;SPC AZ C     -   375,360.      207,080.      MT  (+/- 180 meters Scaled)
 ES0402
 ES0402                          SUPERSEDED SURVEY CONTROL
 ES0402
 ES0402  NGVD 29 (??/??/92) 1251.913  (m)         4107.32   (f) ADJ UNCH    2 0
 ES0402
 ES0402.Superseded values are not recommended for survey control.
 ES0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0402.See file dsdata.txt to determine how the superseded data were derived.
 ES0402
 ES0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD094052(NAD 83)
 ES0402_MARKER: DB = BENCH MARK DISK
 ES0402_SETTING: 66 = SET IN ROCK OUTCROP
 ES0402_SP_SET: ROCK OUTCROP
 ES0402_STAMPING: A 330 1952
 ES0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0402+STABILITY: POSITION/ELEVATION WELL
 ES0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0402+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0402
 ES0402  HISTORY     - Date     Condition        Report By
 ES0402  HISTORY     - 1952     MONUMENTED       CGS
 ES0402  HISTORY     - 20080816 GOOD             GEOCAC
 ES0402  HISTORY     - 20080925 GOOD             GEOCAC
 ES0402
 ES0402                          STATION DESCRIPTION
 ES0402
 ES0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0402'2.1 MI NW FROM DUGAS.
 ES0402'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0402'1.5 MILES NORTH ALONG A DIM TRACK ROAD, ON THE SOUTHWEST SLOPE OF A
 ES0402'HILL, ON THE INSIDE OF A CURVE IN THE ROAD, AT A LONG ROCKY RIM, SET
 ES0402'IN TOP OF A 4-FOOT BY 2-FOOT ROCK OUTCROP PROJECTING 2 FEET ABOVE THE
 ES0402'GROUND, 54 FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT 5 FEET
 ES0402'HIGHER THAN THE ROAD, AND 19 FEET SOUTH OF THE SOUTH END OF THE RIM.
 ES0402
 ES0402                          STATION RECOVERY (2008)
 ES0402
 ES0402'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0402'RECOVERED IN GOOD CONDITION.
 ES0402
 ES0402                          STATION RECOVERY (2008)
 ES0402
 ES0402'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0402'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0402'34 23.108' W
 ES0402'111.59.102'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0287 ***********************************************************************
 CY0287  DESIGNATION -  A 331
 CY0287  PID         -  CY0287
 CY0287  STATE/COUNTY-  AZ/COCHISE
 CY0287  USGS QUAD   -  BOWIE (1974)
 CY0287
 CY0287                         *CURRENT SURVEY CONTROL
 CY0287  ___________________________________________________________________
 CY0287* NAD 83(1986)-  32 18 22.     (N)    109 23 19.     (W)     SCALED    
 CY0287* NAVD 88     -      1115.30   (+/-2cm)    3659.1    (feet)  VERTCON   
 CY0287  ___________________________________________________________________
 CY0287  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0287  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0287
 CY0287.The horizontal coordinates were scaled from a topographic map and have
 CY0287.an estimated accuracy of +/- 6 seconds.
 CY0287
 CY0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0287.The vertical order pertains to the NGVD 29 superseded value.
 CY0287
 CY0287.The geoid height was determined by GEOID03.
 CY0287
 CY0287;                    North         East    Units  Estimated Accuracy
 CY0287;SPC AZ E     -   145,070.      286,630.      MT  (+/- 180 meters Scaled)
 CY0287
 CY0287                          SUPERSEDED SURVEY CONTROL
 CY0287
 CY0287  NGVD 29 (??/??/92) 1114.659  (m)         3657.01   (f) ADJ UNCH    1 2
 CY0287
 CY0287.Superseded values are not recommended for survey control.
 CY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0287.See file dsdata.txt to determine how the superseded data were derived.
 CY0287
 CY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA517755(NAD 83)
 CY0287_MARKER: DB = BENCH MARK DISK
 CY0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0287_STAMPING: A 331 1953
 CY0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0287+STABILITY: SURFACE MOTION
 CY0287
 CY0287  HISTORY     - Date     Condition        Report By
 CY0287  HISTORY     - 1953     MONUMENTED       CGS
 CY0287  HISTORY     - 1973     MARK NOT FOUND   NGS
 CY0287  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0287
 CY0287                          STATION DESCRIPTION
 CY0287
 CY0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0287'5.95 MI E FROM BOWIE.
 CY0287'5.95 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0287'AT BOWIE, 0.35 MILE EAST OF MILEPOST 1104, 102 FEET SOUTH OF THE SOUTH
 CY0287'RAIL, 98 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 86, 10 FEET
 CY0287'NORTHEAST OF A 10 INCH MESQUITE TREE, 3 FEET WEST OF A WITNESS POST,
 CY0287'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CY0287'GROUND.
 CY0287
 CY0287                          STATION RECOVERY (1973)
 CY0287
 CY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CY0287'MARK NOT FOUND.
 CY0287
 CY0287                          STATION RECOVERY (1979)
 CY0287
 CY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0287'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED HAS
 CY0287'BEEN GRADED AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0527 ***********************************************************************
 DA0527  DESIGNATION -  A 332
 DA0527  PID         -  DA0527
 DA0527  STATE/COUNTY-  AZ/MARICOPA
 DA0527  USGS QUAD   -  MIDWAY (1986)
 DA0527
 DA0527                         *CURRENT SURVEY CONTROL
 DA0527  ___________________________________________________________________
 DA0527* NAD 83(1986)-  32 40 52.     (N)    112 50 51.     (W)     SCALED    
 DA0527* NAVD 88     -       336.081  (meters)    1102.63   (feet)  ADJUSTED  
 DA0527  ___________________________________________________________________
 DA0527  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DA0527  DYNAMIC HT  -         335.674 (meters)    1101.29  (feet)  COMP
 DA0527  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 DA0527
 DA0527  VERT ORDER  -  FIRST     CLASS II
 DA0527
 DA0527.The horizontal coordinates were scaled from a topographic map and have
 DA0527.an estimated accuracy of +/- 6 seconds.
 DA0527
 DA0527.The orthometric height was determined by differential leveling
 DA0527.and adjusted in June 1991.
 DA0527
 DA0527.The geoid height was determined by GEOID03.
 DA0527
 DA0527.The dynamic height is computed by dividing the NAVD 88
 DA0527.geopotential number by the normal gravity value computed on the
 DA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0527.degrees latitude (g = 980.6199 gals.).
 DA0527
 DA0527.The modeled gravity was interpolated from observed gravity values.
 DA0527
 DA0527;                    North         East    Units  Estimated Accuracy
 DA0527;SPC AZ C     -   186,770.      126,070.      MT  (+/- 180 meters Scaled)
 DA0527
 DA0527                          SUPERSEDED SURVEY CONTROL
 DA0527
 DA0527  NGVD 29 (??/??/92)  335.448  (m)         1100.55   (f) ADJ UNCH    1 2
 DA0527
 DA0527.Superseded values are not recommended for survey control.
 DA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0527.See file dsdata.txt to determine how the superseded data were derived.
 DA0527
 DA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB267174(NAD 83)
 DA0527_MARKER: DB = BENCH MARK DISK
 DA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0527_STAMPING: A 332 1953
 DA0527_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0527+STABILITY: SURFACE MOTION
 DA0527
 DA0527  HISTORY     - Date     Condition        Report By
 DA0527  HISTORY     - 1953     MONUMENTED       CGS
 DA0527  HISTORY     - 1980     GOOD             NGS
 DA0527
 DA0527                          STATION DESCRIPTION
 DA0527
 DA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0527'20.1 MI S FROM GILA BEND.
 DA0527'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0527'COMPANY RAILROAD STATION AT GILA BEND, THENCE 5.1 MILES SOUTH ALONG
 DA0527'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 8 POLES SOUTH OF MILEPOLE
 DA0527'20, 0.1 MILE NORTH OF WOODEN BRIDGE 204, 93.5 FEET WEST OF THE WEST
 DA0527'RAIL, 63 FEET EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 4 1/2
 DA0527'FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET EAST OF A WITNESS POST, ABOUT
 DA0527'1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0527'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0527
 DA0527                          STATION RECOVERY (1980)
 DA0527
 DA0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0527'32.0 KM (19.9 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0527'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI)
 DA0527'NORTHEAST OF RAILWAY BRIDGE NUMBER 204, 8 POLES SOUTHWEST OF RAILWAY
 DA0527'MILEPOLE 20, SET IN LINE WITH A ROW OF IRON TELEGRAPH POLES, 28.5
 DA0527'METERS (93.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 16.8
 DA0527'METERS (55.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 1.4
 DA0527'METERS (4.5 FT) SOUTHWEST OF THE TELEGRAPH POLE.
 DA0527'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0527'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0313 ***********************************************************************
 DA0313  DESIGNATION -  A 333
 DA0313  PID         -  DA0313
 DA0313  STATE/COUNTY-  AZ/PIMA
 DA0313  USGS QUAD   -  AJO NORTH (1990)
 DA0313
 DA0313                         *CURRENT SURVEY CONTROL
 DA0313  ___________________________________________________________________
 DA0313* NAD 83(1986)-  32 25 34.     (N)    112 50 45.     (W)     SCALED    
 DA0313* NAVD 88     -       463.130  (meters)    1519.45   (feet)  ADJUSTED  
 DA0313  ___________________________________________________________________
 DA0313  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0313  DYNAMIC HT  -         462.545 (meters)    1517.53  (feet)  COMP
 DA0313  MODELED GRAV-     979,359.9   (mgal)                       NAVD 88
 DA0313
 DA0313  VERT ORDER  -  FIRST     CLASS II
 DA0313
 DA0313.The horizontal coordinates were scaled from a topographic map and have
 DA0313.an estimated accuracy of +/- 6 seconds.
 DA0313
 DA0313.The orthometric height was determined by differential leveling
 DA0313.and adjusted in June 1991.
 DA0313
 DA0313.The geoid height was determined by GEOID03.
 DA0313
 DA0313.The dynamic height is computed by dividing the NAVD 88
 DA0313.geopotential number by the normal gravity value computed on the
 DA0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0313.degrees latitude (g = 980.6199 gals.).
 DA0313
 DA0313.The modeled gravity was interpolated from observed gravity values.
 DA0313
 DA0313;                    North         East    Units  Estimated Accuracy
 DA0313;SPC AZ C     -   158,490.      125,980.      MT  (+/- 180 meters Scaled)
 DA0313
 DA0313                          SUPERSEDED SURVEY CONTROL
 DA0313
 DA0313  NGVD 29 (??/??/92)  462.450  (m)         1517.22   (f) ADJ UNCH    1 2
 DA0313
 DA0313.Superseded values are not recommended for survey control.
 DA0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0313.See file dsdata.txt to determine how the superseded data were derived.
 DA0313
 DA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA264891(NAD 83)
 DA0313_MARKER: DB = BENCH MARK DISK
 DA0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0313_STAMPING: A 333 1953
 DA0313_PROJECTION: FLUSH
 DA0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0313+STABILITY: SURFACE MOTION
 DA0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0313+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0313
 DA0313  HISTORY     - Date     Condition        Report By
 DA0313  HISTORY     - 1953     MONUMENTED       CGS
 DA0313  HISTORY     - 1980     GOOD             NGS
 DA0313  HISTORY     - 20060218 GOOD             USPSQD
 DA0313  HISTORY     - 20070603 GOOD             GEOCAC
 DA0313
 DA0313                          STATION DESCRIPTION
 DA0313
 DA0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0313'3.8 MI N FROM AJO.
 DA0313'3.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0313'THE STATION AT AJO, 0.2 MILE (5 POLES) NORTH OF MILEPOLE 40, 57.6 FEET
 DA0313'EAST OF THE EAST RAIL, 25 1/2 FEET EAST OF THE CENTER LINE OF A DIRT
 DA0313'ROAD, 22 FEET WEST OF THE MOST EASTERLY ONE OF TWO 20-INCH WATER PIPE
 DA0313'LINES, 6 FEET SOUTH OF POWER LINE POLE 75, IN LINE WITH A ROW OF
 DA0313'POLES, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 DA0313'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0313'THE GROUND.
 DA0313
 DA0313                          STATION RECOVERY (1980)
 DA0313
 DA0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0313'6.4 KM (4.0 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0313'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT THE THIRD POWER
 DA0313'POLE NORTHEAST OF RAILWAY MILEPOLE 40, SET IN LINE WITH A ROW OF
 DA0313'POWER POLES, 17.7 METERS (58.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL,
 DA0313'7.8 METERS (25.5 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 1.8
 DA0313'METERS (6.0 FT) SOUTHWEST OF POWER POLE NUMBER 83.
 DA0313'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0313'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0313
 DA0313                          STATION RECOVERY (2006)
 DA0313
 DA0313'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0313'RECOVERED AS DESCRIBED.  NO WITNESS POST.  MARK IS NEAR POLE 83.
 DA0313'LOCATION BY GPS N32.25.35.1   W112.50.46.6
 DA0313
 DA0313                          STATION RECOVERY (2007)
 DA0313
 DA0313'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0257 ***********************************************************************
 CG0257  DESIGNATION -  A 334
 CG0257  PID         -  CG0257
 CG0257  STATE/COUNTY-  AZ/PIMA
 CG0257  USGS QUAD   -  SAHUARITA (1981)
 CG0257
 CG0257                         *CURRENT SURVEY CONTROL
 CG0257  ___________________________________________________________________
 CG0257* NAD 83(1986)-  31 53 53.     (N)    110 57 44.     (W)     SCALED    
 CG0257* NAVD 88     -       848.482  (meters)    2783.73   (feet)  ADJUSTED  
 CG0257  ___________________________________________________________________
 CG0257  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0257  DYNAMIC HT  -         847.257 (meters)    2779.71  (feet)  COMP
 CG0257  MODELED GRAV-     979,168.5   (mgal)                       NAVD 88
 CG0257
 CG0257  VERT ORDER  -  FIRST     CLASS II
 CG0257
 CG0257.The horizontal coordinates were scaled from a topographic map and have
 CG0257.an estimated accuracy of +/- 6 seconds.
 CG0257
 CG0257.The orthometric height was determined by differential leveling
 CG0257.and adjusted in June 1991.
 CG0257
 CG0257.The geoid height was determined by GEOID03.
 CG0257
 CG0257.The dynamic height is computed by dividing the NAVD 88
 CG0257.geopotential number by the normal gravity value computed on the
 CG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0257.degrees latitude (g = 980.6199 gals.).
 CG0257
 CG0257.The modeled gravity was interpolated from observed gravity values.
 CG0257
 CG0257;                    North         East    Units  Estimated Accuracy
 CG0257;SPC AZ C     -    99,960.      303,640.      MT  (+/- 180 meters Scaled)
 CG0257
 CG0257                          SUPERSEDED SURVEY CONTROL
 CG0257
 CG0257  NGVD 29 (??/??/92)  847.778  (m)         2781.42   (f) ADJ UNCH    1 2
 CG0257
 CG0257.Superseded values are not recommended for survey control.
 CG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0257.See file dsdata.txt to determine how the superseded data were derived.
 CG0257
 CG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA035291(NAD 83)
 CG0257_MARKER: DB = BENCH MARK DISK
 CG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0257_STAMPING: A 334 1953
 CG0257_PROJECTION: PROJECTING 12 CENTIMETERS
 CG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0257+STABILITY: SURFACE MOTION
 CG0257
 CG0257  HISTORY     - Date     Condition        Report By
 CG0257  HISTORY     - 1953     MONUMENTED       CGS
 CG0257  HISTORY     - 1980     GOOD             NGS
 CG0257  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0257  HISTORY     - 20070527 GOOD             GEOCAC
 CG0257
 CG0257                          STATION DESCRIPTION
 CG0257
 CG0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0257'3.2 MI N FROM CONTINENTAL.
 CG0257'3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0257'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 4.2 MILES SOUTH OF
 CG0257'SAHUARITA, 3 1/2 FEET SOUTHWEST OF MILEPOLE 1007, 150 1/2 FEET
 CG0257'SOUTHEAST OF THE CENTER LINE OF FORMER U. S. HIGHWAY 89, 35.0 FEET
 CG0257'NORTHWEST OF THE NORTHWEST RAIL, 9 FEET SOUTHEAST OF THE CENTER LINE
 CG0257'OF A TRACK ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 CG0257'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CG0257'FOOT ABOVE THE GROUND.
 CG0257
 CG0257                          STATION RECOVERY (1980)
 CG0257
 CG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0257'5 KILOMETERS (3.1 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0257'RAILROAD FROM THE POST OFFICE AT SAHUARITA, ALSO 5.3 KILOMETERS
 CG0257'(4.1 MILES) NORTH OF CONTINENAL, 9 3/4 RAILS ( 35.7 METERS /
 CG0257'117 FEET) SOUTH OF THE CROSSING OF A PRIVATE ROAD, 8.2 METERS
 CG0257'(26.8 FEET) NORTHWEST OF RAILROAD MILEPOST 1007, 10.7 METERS
 CG0257'(35 FEET) WEST OF THE WEST RAIL, 45.7 METERS (150 FEET) EAST OF THE
 CG0257'OLD HIGHWAY CENTERLINE.
 CG0257'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CG0257'THE MARK IS 1.5 M BELOW THE RAILS..
 CG0257
 CG0257                          STATION RECOVERY (1995)
 CG0257
 CG0257'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0257'MARK NOT FOUND.
 CG0257
 CG0257                          STATION RECOVERY (2007)
 CG0257
 CG0257'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0192 ***********************************************************************
 CG0192  DESIGNATION -  A 335
 CG0192  PID         -  CG0192
 CG0192  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0192  USGS QUAD   -  RIO RICO (1981)
 CG0192
 CG0192                         *CURRENT SURVEY CONTROL
 CG0192  ___________________________________________________________________
 CG0192* NAD 83(1986)-  31 27 42.     (N)    110 58 22.     (W)     SCALED    
 CG0192* NAVD 88     -      1048.45   (+/-2cm)    3439.8    (feet)  VERTCON   
 CG0192  ___________________________________________________________________
 CG0192  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0192  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0192
 CG0192.The horizontal coordinates were scaled from a topographic map and have
 CG0192.an estimated accuracy of +/- 6 seconds.
 CG0192
 CG0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0192.The vertical order pertains to the NGVD 29 superseded value.
 CG0192
 CG0192.The geoid height was determined by GEOID03.
 CG0192
 CG0192;                    North         East    Units  Estimated Accuracy
 CG0192;SPC AZ C     -    51,570.      303,060.      MT  (+/- 180 meters Scaled)
 CG0192
 CG0192                          SUPERSEDED SURVEY CONTROL
 CG0192
 CG0192  NGVD 29 (??/??/92) 1047.591  (m)         3436.97   (f) ADJ UNCH    1 2
 CG0192
 CG0192.Superseded values are not recommended for survey control.
 CG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0192.See file dsdata.txt to determine how the superseded data were derived.
 CG0192
 CG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV025807(NAD 83)
 CG0192_MARKER: DB = BENCH MARK DISK
 CG0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0192_STAMPING: A 335 1953
 CG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0192+STABILITY: SURFACE MOTION
 CG0192
 CG0192  HISTORY     - Date     Condition        Report By
 CG0192  HISTORY     - 1953     MONUMENTED       CGS
 CG0192
 CG0192                          STATION DESCRIPTION
 CG0192
 CG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0192'9.8 MI N FROM NOGALES.
 CG0192'9.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0192'STATION AT NOGALES, 0.2 MILE SOUTHEAST OF THE CALABASAS SIDING SIGN,
 CG0192'102 1/2 FEET NORTHWEST OF MILEPOLE 1040, 48.4 FEET SOUTHWEST OF THE
 CG0192'SOUTHWEST RAIL, 34 1/2 FEET NORTHEAST OF THE CENTER LINE OF A TRACK
 CG0192'ROAD, 1.1 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS
 CG0192'POST, ABOUT 7 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 CG0192'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0470 ***********************************************************************
 DA0470  DESIGNATION -  A 336
 DA0470  PID         -  DA0470
 DA0470  STATE/COUNTY-  AZ/PIMA
 DA0470  USGS QUAD   -  AJO SOUTH (1990)
 DA0470
 DA0470                         *CURRENT SURVEY CONTROL
 DA0470  ___________________________________________________________________
 DA0470* NAD 83(1986)-  32 22 17.     (N)    112 49 43.     (W)     SCALED    
 DA0470* NAVD 88     -       513.00   (+/-2cm)    1683.1    (feet)  VERTCON   
 DA0470  ___________________________________________________________________
 DA0470  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0470
 DA0470.The horizontal coordinates were scaled from a topographic map and have
 DA0470.an estimated accuracy of +/- 6 seconds.
 DA0470
 DA0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0470.The vertical order pertains to the NGVD 29 superseded value.
 DA0470
 DA0470.The geoid height was determined by GEOID03.
 DA0470
 DA0470;                    North         East    Units  Estimated Accuracy
 DA0470;SPC AZ C     -   152,410.      127,540.      MT  (+/- 180 meters Scaled)
 DA0470
 DA0470                          SUPERSEDED SURVEY CONTROL
 DA0470
 DA0470  NGVD 29 (??/??/92)  512.316  (m)         1680.82   (f) ADJ UNCH    2 0
 DA0470
 DA0470.Superseded values are not recommended for survey control.
 DA0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0470.See file dsdata.txt to determine how the superseded data were derived.
 DA0470
 DA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA279830(NAD 83)
 DA0470_MARKER: DB = BENCH MARK DISK
 DA0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0470_SP_SET: 16 FT.
 DA0470_STAMPING: A 336 1961
 DA0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0470
 DA0470  HISTORY     - Date     Condition        Report By
 DA0470  HISTORY     - 1961     MONUMENTED       CGS
 DA0470  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA0470
 DA0470                          STATION DESCRIPTION
 DA0470
 DA0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0470'2.3 MI E FROM AJO.
 DA0470'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0470'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0470'STATE HIGHWAY 85.  THENCE 0.8 MILE EAST ALONG A DIRT ROAD WHICH
 DA0470'FOLLOWS A PIPE LINE, 0.4 MILE WEST OF A STEEL FRAMED GATE ACROSS THE
 DA0470'ROAD, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A
 DA0470'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 DA0470'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH TO 16 FEET AND IS ENCASED
 DA0470'IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
 DA0470
 DA0470                          STATION RECOVERY (1981)
 DA0470
 DA0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0470'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0235 ***********************************************************************
 DA0235  DESIGNATION -  A 337
 DA0235  PID         -  DA0235
 DA0235  STATE/COUNTY-  AZ/PIMA
 DA0235  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0235
 DA0235                         *CURRENT SURVEY CONTROL
 DA0235  ___________________________________________________________________
 DA0235* NAD 83(1986)-  32 28 03.     (N)    112 15 32.     (W)     SCALED    
 DA0235* NAVD 88     -       669.61   (+/-2cm)    2196.9    (feet)  VERTCON   
 DA0235  ___________________________________________________________________
 DA0235  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0235
 DA0235.The horizontal coordinates were scaled from a topographic map and have
 DA0235.an estimated accuracy of +/- 6 seconds.
 DA0235
 DA0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0235.The vertical order pertains to the NGVD 29 superseded value.
 DA0235
 DA0235.The geoid height was determined by GEOID03.
 DA0235
 DA0235;                    North         East    Units  Estimated Accuracy
 DA0235;SPC AZ C     -   162,760.      181,190.      MT  (+/- 180 meters Scaled)
 DA0235
 DA0235                          SUPERSEDED SURVEY CONTROL
 DA0235
 DA0235  NGVD 29 (??/??/92)  668.928  (m)         2194.64   (f) ADJ UNCH    2 0
 DA0235
 DA0235.Superseded values are not recommended for survey control.
 DA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0235.See file dsdata.txt to determine how the superseded data were derived.
 DA0235
 DA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA816929(NAD 83)
 DA0235_MARKER: DB = BENCH MARK DISK
 DA0235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0235_SP_SET: 18.5 FT.
 DA0235_STAMPING: A 337 1961
 DA0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0235
 DA0235  HISTORY     - Date     Condition        Report By
 DA0235  HISTORY     - 1961     MONUMENTED       CGS
 DA0235
 DA0235                          STATION DESCRIPTION
 DA0235
 DA0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0235'1.0 MI W FROM VENTANA.
 DA0235'ABOUT 1.0 MILE WEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0235'VENTANA, 100 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST
 DA0235'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A
 DA0235'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DA0235'DEPTH OF 18 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4
 DA0235'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0456 ***********************************************************************
 DA0456  DESIGNATION -  A 338
 DA0456  PID         -  DA0456
 DA0456  STATE/COUNTY-  AZ/PIMA
 DA0456  USGS QUAD   -  GUNSIGHT (1990)
 DA0456
 DA0456                         *CURRENT SURVEY CONTROL
 DA0456  ___________________________________________________________________
 DA0456* NAD 83(1986)-  32 08 27.     (N)    112 38 46.     (W)     SCALED    
 DA0456* NAVD 88     -       674.60   (+/-2cm)    2213.3    (feet)  VERTCON   
 DA0456  ___________________________________________________________________
 DA0456  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0456
 DA0456.The horizontal coordinates were scaled from a topographic map and have
 DA0456.an estimated accuracy of +/- 6 seconds.
 DA0456
 DA0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0456.The vertical order pertains to the NGVD 29 superseded value.
 DA0456
 DA0456.The geoid height was determined by GEOID03.
 DA0456
 DA0456;                    North         East    Units  Estimated Accuracy
 DA0456;SPC AZ C     -   126,720.      144,540.      MT  (+/- 180 meters Scaled)
 DA0456
 DA0456                          SUPERSEDED SURVEY CONTROL
 DA0456
 DA0456  NGVD 29 (??/??/92)  673.845  (m)         2210.77   (f) ADJ UNCH    2 0
 DA0456
 DA0456.Superseded values are not recommended for survey control.
 DA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0456.See file dsdata.txt to determine how the superseded data were derived.
 DA0456
 DA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA447572(NAD 83)
 DA0456_MARKER: DB = BENCH MARK DISK
 DA0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0456_SP_SET: 9 1/2 FT.
 DA0456_STAMPING: A 338 1961
 DA0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0456
 DA0456  HISTORY     - Date     Condition        Report By
 DA0456  HISTORY     - 1961     MONUMENTED       CGS
 DA0456  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0456
 DA0456                          STATION DESCRIPTION
 DA0456
 DA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0456'22.65 MI SE FROM AJO.
 DA0456'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0456'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0456'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0456'THENCE 6.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  1.0 MILE
 DA0456'SOUTHEAST OF THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING SOUTH
 DA0456'TO WALLS WELL, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 56 FEET
 DA0456'NORTHWEST OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL WITNESS POST,
 DA0456'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A DISK ON A 5/8-INCH COPPER
 DA0456'COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A
 DA0456'6-INCH TILE WHICH PROJECTS 3 INCHES.
 DA0456
 DA0456                          STATION RECOVERY (1997)
 DA0456
 DA0456'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0270 ***********************************************************************
 DA0270  DESIGNATION -  A 339
 DA0270  PID         -  DA0270
 DA0270  STATE/COUNTY-  AZ/PIMA
 DA0270  USGS QUAD   -  PISINIMO (1990)
 DA0270
 DA0270                         *CURRENT SURVEY CONTROL
 DA0270  ___________________________________________________________________
 DA0270* NAD 83(1986)-  32 01 18.     (N)    112 18 17.     (W)     SCALED    
 DA0270* NAVD 88     -       575.42   (+/-2cm)    1887.9    (feet)  VERTCON   
 DA0270  ___________________________________________________________________
 DA0270  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0270
 DA0270.The horizontal coordinates were scaled from a topographic map and have
 DA0270.an estimated accuracy of +/- 6 seconds.
 DA0270
 DA0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0270.The vertical order pertains to the NGVD 29 superseded value.
 DA0270
 DA0270.The geoid height was determined by GEOID03.
 DA0270
 DA0270;                    North         East    Units  Estimated Accuracy
 DA0270;SPC AZ C     -   113,340.      176,700.      MT  (+/- 180 meters Scaled)
 DA0270
 DA0270                          SUPERSEDED SURVEY CONTROL
 DA0270
 DA0270  NGVD 29 (??/??/92)  574.743  (m)         1885.64   (f) ADJ UNCH    2 0
 DA0270
 DA0270.Superseded values are not recommended for survey control.
 DA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0270.See file dsdata.txt to determine how the superseded data were derived.
 DA0270
 DA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA767435(NAD 83)
 DA0270_MARKER: DB = BENCH MARK DISK
 DA0270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0270_SP_SET: 16 FT.
 DA0270_STAMPING: A 339 1961
 DA0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0270
 DA0270  HISTORY     - Date     Condition        Report By
 DA0270  HISTORY     - 1961     MONUMENTED       CGS
 DA0270
 DA0270                          STATION DESCRIPTION
 DA0270
 DA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0270'1.35 MI SE FROM PISINIMO.
 DA0270'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0270'PISINIMO, AN INDIAN VILLAGE.  THENCE 1.0 MILE SOUTHEAST ALONG A TRAIL
 DA0270'ROAD.  60 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 1.8
 DA0270'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0270'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET
 DA0270'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES. NOTE-- THIS
 DA0270'MARK IS 0.35 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0270'WHICH PROJECTS 16 FEET AND IS NUMBERED 59.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0317 ***********************************************************************
 FP0317  DESIGNATION -  A 34
 FP0317  PID         -  FP0317
 FP0317  STATE/COUNTY-  AZ/APACHE
 FP0317  USGS QUAD   -  GANADO (1973)
 FP0317
 FP0317                         *CURRENT SURVEY CONTROL
 FP0317  ___________________________________________________________________
 FP0317* NAD 83(1986)-  35 43 03.     (N)    109 35 23.     (W)     SCALED    
 FP0317* NAVD 88     -      1935.608  (meters)    6350.41   (feet)  ADJUSTED  
 FP0317  ___________________________________________________________________
 FP0317  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FP0317  DYNAMIC HT  -        1932.994 (meters)    6341.83  (feet)  COMP
 FP0317  MODELED GRAV-     979,213.6   (mgal)                       NAVD 88
 FP0317
 FP0317  VERT ORDER  -  FIRST     CLASS II
 FP0317
 FP0317.The horizontal coordinates were scaled from a topographic map and have
 FP0317.an estimated accuracy of +/- 6 seconds.
 FP0317
 FP0317.The orthometric height was determined by differential leveling
 FP0317.and adjusted in June 1991.
 FP0317
 FP0317.The geoid height was determined by GEOID03.
 FP0317
 FP0317.The dynamic height is computed by dividing the NAVD 88
 FP0317.geopotential number by the normal gravity value computed on the
 FP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0317.degrees latitude (g = 980.6199 gals.).
 FP0317
 FP0317.The modeled gravity was interpolated from observed gravity values.
 FP0317
 FP0317;                    North         East    Units  Estimated Accuracy
 FP0317;SPC AZ E     -   523,320.      265,560.      MT  (+/- 180 meters Scaled)
 FP0317
 FP0317                          SUPERSEDED SURVEY CONTROL
 FP0317
 FP0317  NGVD 29 (??/??/92) 1934.662  (m)         6347.30   (f) ADJ UNCH    1 2
 FP0317
 FP0317.Superseded values are not recommended for survey control.
 FP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0317.See file dsdata.txt to determine how the superseded data were derived.
 FP0317
 FP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE275535(NAD 83)
 FP0317_MARKER: DB = BENCH MARK DISK
 FP0317_SETTING: 66 = SET IN ROCK OUTCROP
 FP0317_SP_SET: OUTCROP
 FP0317_STAMPING: 6347.304 A 34 1933
 FP0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0317+STABILITY: POSITION/ELEVATION WELL
 FP0317
 FP0317  HISTORY     - Date     Condition        Report By
 FP0317  HISTORY     - 1933     MONUMENTED       CGS
 FP0317  HISTORY     - 1973     GOOD             USGS
 FP0317
 FP0317                          STATION DESCRIPTION
 FP0317
 FP0317'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0317'3.4 MI SW FROM GANADO.
 FP0317'0.1 MILES S. FROM THE P.O. AT GANADO TO THE INTERSECTION WITH STATE
 FP0317'HIGHWAY 264.  2.7 MILES W. TO A ROAD LEFT.  S. 0.6 MILES TO
 FP0317'INTERSECTION WITH OLD ROAD ON THE EAST BANK OF WASH.  105 YARDS
 FP0317'NORTHWEST OF THE OLD ROAD AND WASH CROSSING.  78 FEET NORTH OF
 FP0317'CENTERLINE OF OLD ROAD.  IN THE TOP OF THE NORTHWEST SIDE OF A LONG
 FP0317'LIMESTONE OUTCROP.  A STANDARD DISK STAMPED 6347.304 A 34 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1522 ***********************************************************************
 GR1522  DESIGNATION -  A 34
 GR1522  PID         -  GR1522
 GR1522  STATE/COUNTY-  AZ/MOHAVE
 GR1522  USGS QUAD   -  THE TEMPLE (1983)
 GR1522
 GR1522                         *CURRENT SURVEY CONTROL
 GR1522  ___________________________________________________________________
 GR1522* NAD 83(1992)-  36 05 01.38524(N)    114 19 40.56488(W)     ADJUSTED  
 GR1522* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 GR1522  ___________________________________________________________________
 GR1522  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 GR1522  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR1522  HORZ ORDER  -  THIRD
 GR1522
 GR1522.The horizontal coordinates were established by classical geodetic methods
 GR1522.and adjusted by the National Geodetic Survey in August 1993.
 GR1522
 GR1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1522
 GR1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1522
 GR1522.The geoid height was determined by GEOID03.
 GR1522
 GR1522;                    North         East     Units Scale Factor Converg.
 GR1522;SPC AZ W     -   563,974.715   161,309.606   MT  0.99996670   -0 20 25.4
 GR1522;SPC AZ W     - 1,850,310.74    529,230.99   iFT  0.99996670   -0 20 25.4
 GR1522;SPC NV E     - 8,148,688.481   313,063.104   MT  1.00005746   +0 44 22.1
 GR1522;SPC NV E     -26,734,488.79  1,027,107.87   sFT  1.00005746   +0 44 22.1
 GR1522;UTM  11      - 3,996,539.773   740,599.037   MT  1.00031333   +1 34 28.2
 GR1522
 GR1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1522!SPC AZ W     -   0.99994603  x   0.99996670  =   0.99991273
 GR1522!SPC NV E     -   0.99994603  x   1.00005746  =   1.00000349
 GR1522!UTM  11      -   0.99994603  x   1.00031333  =   1.00025934
 GR1522
 GR1522                          SUPERSEDED SURVEY CONTROL
 GR1522
 GR1522  NAD 83(1986)-  36 05 01.37514(N)    114 19 40.55935(W) AD(       ) 3
 GR1522  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG    3  
 GR1522
 GR1522.Superseded values are not recommended for survey control.
 GR1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1522.See file dsdata.txt to determine how the superseded data were derived.
 GR1522
 GR1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4059996540(NAD 83)
 GR1522_MARKER: DS = TRIANGULATION STATION DISK
 GR1522_SETTING: 80 = SET IN A BOULDER
 GR1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1522+STABILITY: SURFACE MOTION
 GR1522
 GR1522  HISTORY     - Date     Condition        Report By
 GR1522  HISTORY     - 1948     MONUMENTED       USGS
 GR1522
 GR1522                          STATION DESCRIPTION
 GR1522
 GR1522'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1522'NOT OCCUPIED.
 GR1522'
 GR1522'LOCATED ABOUT 4.2 MI NW. OF THE TEMPLE.  ABOUT 55 FT. SW. OF HIGH
 GR1522'WATER MARK AT NORTHEAST END OF RIDGE, ABOUT 25 FT. ABOVE HIGH
 GR1522'WATER MARK.
 GR1522'
 GR1522'STATION MARK--STANDARD TABLET STAMPED---A34 1948---, CEMENTED IN
 GR1522'TOP OF BOULDER SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0119 ***********************************************************************
 CH0119  DESIGNATION -  A 340
 CH0119  PID         -  CH0119
 CH0119  STATE/COUNTY-  AZ/PIMA
 CH0119  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0119
 CH0119                         *CURRENT SURVEY CONTROL
 CH0119  ___________________________________________________________________
 CH0119* NAD 83(1986)-  31 50 50.     (N)    112 33 47.     (W)     SCALED    
 CH0119* NAVD 88     -       547.02   (+/-2cm)    1794.7    (feet)  VERTCON   
 CH0119  ___________________________________________________________________
 CH0119  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CH0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0119
 CH0119.The horizontal coordinates were scaled from a topographic map and have
 CH0119.an estimated accuracy of +/- 6 seconds.
 CH0119
 CH0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0119.The vertical order pertains to the NGVD 29 superseded value.
 CH0119
 CH0119.The geoid height was determined by GEOID03.
 CH0119
 CH0119;                    North         East    Units  Estimated Accuracy
 CH0119;SPC AZ C     -    94,110.      152,190.      MT  (+/- 180 meters Scaled)
 CH0119
 CH0119                          SUPERSEDED SURVEY CONTROL
 CH0119
 CH0119  NGVD 29 (??/??/92)  546.302  (m)         1792.33   (f) ADJ UNCH    2 0
 CH0119
 CH0119.Superseded values are not recommended for survey control.
 CH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0119.See file dsdata.txt to determine how the superseded data were derived.
 CH0119
 CH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA521245(NAD 83)
 CH0119_MARKER: DB = BENCH MARK DISK
 CH0119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0119_SP_SET: 16 FT.
 CH0119_STAMPING: A 340 1961
 CH0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0119+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 CH0119
 CH0119  HISTORY     - Date     Condition        Report By
 CH0119  HISTORY     - 1961     MONUMENTED       CGS
 CH0119  HISTORY     - 20020407 GOOD             INDIV
 CH0119
 CH0119                          STATION DESCRIPTION
 CH0119
 CH0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0119'2.5 MI N FROM MENAGERS.
 CH0119'ABOUT 2.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0119'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  0.8 MILE NORTH OF THE
 CH0119'NORTHWEST END OF A LOW RANGE OF MOUNTAINS, 73 FEET EAST OF THE CENTER
 CH0119'LINE OF THE ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 CH0119'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CH0119'DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 CH0119'PROJECTS 4 INCHES.
 CH0119
 CH0119                          STATION RECOVERY (2002)
 CH0119
 CH0119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0765 ***********************************************************************
 FR0765  DESIGNATION -  A 340 RESET
 FR0765  PID         -  FR0765
 FR0765  STATE/COUNTY-  AZ/YAVAPAI
 FR0765  USGS QUAD   -  ASH FORK (1979)
 FR0765
 FR0765                         *CURRENT SURVEY CONTROL
 FR0765  ___________________________________________________________________
 FR0765* NAD 83(1986)-  35 13 20.     (N)    112 28 02.     (W)     SCALED    
 FR0765* NAVD 88     -      1580.771  (meters)    5186.25   (feet)  ADJUSTED  
 FR0765  ___________________________________________________________________
 FR0765  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FR0765  DYNAMIC HT  -        1578.691 (meters)    5179.42  (feet)  COMP
 FR0765  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 FR0765
 FR0765  VERT ORDER  -  FIRST     CLASS II
 FR0765
 FR0765.The horizontal coordinates were scaled from a topographic map and have
 FR0765.an estimated accuracy of +/- 6 seconds.
 FR0765
 FR0765.The orthometric height was determined by differential leveling
 FR0765.and adjusted in June 1991.
 FR0765
 FR0765.The geoid height was determined by GEOID03.
 FR0765
 FR0765.The dynamic height is computed by dividing the NAVD 88
 FR0765.geopotential number by the normal gravity value computed on the
 FR0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0765.degrees latitude (g = 980.6199 gals.).
 FR0765
 FR0765.The modeled gravity was interpolated from observed gravity values.
 FR0765
 FR0765;                    North         East    Units  Estimated Accuracy
 FR0765;SPC AZ C     -   468,370.      163,240.      MT  (+/- 180 meters Scaled)
 FR0765
 FR0765                          SUPERSEDED SURVEY CONTROL
 FR0765
 FR0765.No superseded survey control is available for this station.
 FR0765
 FR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD664986(NAD 83)
 FR0765_MARKER: DB = BENCH MARK DISK
 FR0765_SETTING: 66 = SET IN ROCK OUTCROP
 FR0765_SP_SET: ROCK OUTCROP
 FR0765_STAMPING: A 340 RESET 1981
 FR0765_MARK LOGO: NGS   
 FR0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0765+STABILITY: POSITION/ELEVATION WELL
 FR0765
 FR0765  HISTORY     - Date     Condition        Report By
 FR0765  HISTORY     - 1981     MONUMENTED       NGS
 FR0765  HISTORY     - 1982     GOOD             NGS
 FR0765
 FR0765                          STATION DESCRIPTION
 FR0765
 FR0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0765'1.1 KM (0.65 MI) EAST FROM ASH FORK.
 FR0765'0.8 KM (0.5 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0765'US HIGHWAY 89 IN ASH FORK, THENCE 0.3 KM (0.15 MI) CROSS COUNTRY, IN
 FR0765'TOP OF A VOLCANIC OUTCROP NEAR THE EAST END OF A CUT BANK, ABOUT 60
 FR0765'METERS (200 FT) NORTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 40
 FR0765'BUSINESS LOOP, 0.05 MILE WEST OF THE ATCHISON, TOPEKA, AND SANTA FE
 FR0765'RAILROAD MILEPOST 400, 29.2 METERS (96 FT) NORTH OF THE NORTH RAIL,
 FR0765'30.4 METERS (100 FT) NORTH-NORTHEAST OF A SIDING SWITCH, 18.2 METERS
 FR0765'(60 FT) WEST OF TELEPHONE POLE 25K, 4.7 METERS (15 FT) SOUTH OF A
 FR0765'FENCE.
 FR0765'THE MARK IS 4.5 METERS  E FROM A WITNESS POST.
 FR0765'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0147 ***********************************************************************
 FR0147  DESIGNATION -  A 341
 FR0147  PID         -  FR0147
 FR0147  STATE/COUNTY-  AZ/COCONINO
 FR0147  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0147
 FR0147                         *CURRENT SURVEY CONTROL
 FR0147  ___________________________________________________________________
 FR0147* NAD 83(1986)-  35 15 26.     (N)    112 09 27.     (W)     SCALED    
 FR0147* NAVD 88     -      2088.761  (meters)    6852.88   (feet)  ADJUSTED  
 FR0147  ___________________________________________________________________
 FR0147  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 FR0147  DYNAMIC HT  -        2085.823 (meters)    6843.24  (feet)  COMP
 FR0147  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 FR0147
 FR0147  VERT ORDER  -  FIRST     CLASS II
 FR0147
 FR0147.The horizontal coordinates were scaled from a topographic map and have
 FR0147.an estimated accuracy of +/- 6 seconds.
 FR0147
 FR0147.The orthometric height was determined by differential leveling
 FR0147.and adjusted in June 1991.
 FR0147
 FR0147.The geoid height was determined by GEOID03.
 FR0147
 FR0147.The dynamic height is computed by dividing the NAVD 88
 FR0147.geopotential number by the normal gravity value computed on the
 FR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0147.degrees latitude (g = 980.6199 gals.).
 FR0147
 FR0147.The modeled gravity was interpolated from observed gravity values.
 FR0147
 FR0147;                    North         East    Units  Estimated Accuracy
 FR0147;SPC AZ C     -   472,140.      191,450.      MT  (+/- 180 meters Scaled)
 FR0147
 FR0147                          SUPERSEDED SURVEY CONTROL
 FR0147
 FR0147  NGVD 29 (??/??/92) 2087.774  (m)         6849.64   (f) ADJ UNCH    1 2
 FR0147
 FR0147.Superseded values are not recommended for survey control.
 FR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0147.See file dsdata.txt to determine how the superseded data were derived.
 FR0147
 FR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE947021(NAD 83)
 FR0147_MARKER: DB = BENCH MARK DISK
 FR0147_SETTING: 66 = SET IN ROCK OUTCROP
 FR0147_SP_SET: ROCK OUTCROP
 FR0147_STAMPING: A 341 1958
 FR0147_MARK LOGO: CGS   
 FR0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0147+STABILITY: POSITION/ELEVATION WELL
 FR0147
 FR0147  HISTORY     - Date     Condition        Report By
 FR0147  HISTORY     - 1958     MONUMENTED       CGS
 FR0147  HISTORY     - 1982     GOOD             NGS
 FR0147
 FR0147                          STATION DESCRIPTION
 FR0147
 FR0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0147'1.3 MI E FROM WILLIAMS.
 FR0147'1.8 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0147'WILLIAMS, 0.1 MILE WEST OF MILEPOST NUMBER 185, 6.6 FEET SOUTH OF THE
 FR0147'FENCE, 3.4 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN
 FR0147'A LARGE ROCK OUTCROP PROJECTING 2 FEET.
 FR0147
 FR0147                          STATION RECOVERY (1982)
 FR0147
 FR0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0147'3.4 KM (2.1 MI) EAST ALONG US HIGHWAU 66 FROM THE ATCHISON, TOPEKA,
 FR0147'AND SANTA FE RAILROAD STATION IN WILLIAMS, 0.2 KM (0.15 MI) EAST OF
 FR0147'THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD OVERPASS, 0.2 KM (0.15 MI)
 FR0147'WEST OF A PAVED ROAD LEADING SOUTH TO THE DEPARTMENT OF HIGHWAYS YARD,
 FR0147'IN THE TOP OF A LAVA OUTCROP ALMOST COMPLETLY COVERED BY HIGHWAY FILL
 FR0147'DIRT, SOUTH OF AND ACROSS THE HIGHWAY FROM A BRACED FENCE POST, 22.8
 FR0147'METERS (75 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 METERS (105
 FR0147'FT) WEST OF GUYED CABLE POLE 131C, 18.2 METERS (60 FT) NORTHWEST OF
 FR0147'TWIN PONDAROSA PINES, 18.2 METERS (60 FT) EAST OF TWO STUMPS, 13.7
 FR0147'METERS (45 FT) NORTH OF AND 8 FEET ABOVE THE BOTTOM OF A CREEK.
 FR0147'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0147'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0012 ***********************************************************************
 CH0012  DESIGNATION -  A 341
 CH0012  PID         -  CH0012
 CH0012  STATE/COUNTY-  AZ/PIMA
 CH0012  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0012
 CH0012                         *CURRENT SURVEY CONTROL
 CH0012  ___________________________________________________________________
 CH0012* NAD 83(1986)-  31 47 58.     (N)    112 22 16.     (W)     SCALED    
 CH0012* NAVD 88     -       524.50   (+/-2cm)    1720.8    (feet)  VERTCON   
 CH0012  ___________________________________________________________________
 CH0012  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CH0012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0012
 CH0012.The horizontal coordinates were scaled from a topographic map and have
 CH0012.an estimated accuracy of +/- 6 seconds.
 CH0012
 CH0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0012.The vertical order pertains to the NGVD 29 superseded value.
 CH0012
 CH0012.The geoid height was determined by GEOID03.
 CH0012
 CH0012;                    North         East    Units  Estimated Accuracy
 CH0012;SPC AZ C     -    88,720.      170,330.      MT  (+/- 180 meters Scaled)
 CH0012
 CH0012                          SUPERSEDED SURVEY CONTROL
 CH0012
 CH0012  NGVD 29 (??/??/92)  523.802  (m)         1718.51   (f) ADJ UNCH    2 0
 CH0012
 CH0012.Superseded values are not recommended for survey control.
 CH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0012.See file dsdata.txt to determine how the superseded data were derived.
 CH0012
 CH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA702190(NAD 83)
 CH0012_MARKER: DB = BENCH MARK DISK
 CH0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0012_SP_SET: FOUNDATION
 CH0012_STAMPING: A 341 1961
 CH0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0012
 CH0012  HISTORY     - Date     Condition        Report By
 CH0012  HISTORY     - 1961     MONUMENTED       CGS
 CH0012
 CH0012                          STATION DESCRIPTION
 CH0012
 CH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0012'5.85 MI W FROM PAPAGO FARMS.
 CH0012'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0012'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0012'WINDMILL AND STONE WATER TANKS.  1.5 MILES IN A GENERAL WESTERLY
 CH0012'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 CH0012'16 FEET AND IS NUMBERED 58, 1.45 MILES EAST AND 0.45 MILE SOUTH FROM A
 CH0012'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0012'NUMBERED 57, 200 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE
 CH0012'CENTER OF THE TOP OF AN ABANDONED CONCRETE FOUNDATION, 13 FEET
 CH0012'NORTH-NORTHWEST OF THE NORTHEAST LEG AND 13 FEET NORTH-NORTHEAST OF
 CH0012'THE NORTHWEST LEG OF THE WINDMILL, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0205 ***********************************************************************
 FQ0205  DESIGNATION -  A 342
 FQ0205  PID         -  FQ0205
 FQ0205  STATE/COUNTY-  AZ/COCONINO
 FQ0205  USGS QUAD   -  BABBITT WASH (1983)
 FQ0205
 FQ0205                         *CURRENT SURVEY CONTROL
 FQ0205  ___________________________________________________________________
 FQ0205* NAD 83(1986)-  35 07 57.     (N)    111 11 47.     (W)     SCALED    
 FQ0205* NAVD 88     -      1751.441  (meters)    5746.19   (feet)  ADJUSTED  
 FQ0205  ___________________________________________________________________
 FQ0205  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0205  DYNAMIC HT  -        1749.059 (meters)    5738.37  (feet)  COMP
 FQ0205  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 FQ0205
 FQ0205  VERT ORDER  -  SECOND    CLASS 0
 FQ0205
 FQ0205.The horizontal coordinates were scaled from a topographic map and have
 FQ0205.an estimated accuracy of +/- 6 seconds.
 FQ0205
 FQ0205.The orthometric height was determined by differential leveling
 FQ0205.and adjusted in June 1991.
 FQ0205
 FQ0205.The geoid height was determined by GEOID03.
 FQ0205
 FQ0205.The dynamic height is computed by dividing the NAVD 88
 FQ0205.geopotential number by the normal gravity value computed on the
 FQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0205.degrees latitude (g = 980.6199 gals.).
 FQ0205
 FQ0205.The modeled gravity was interpolated from observed gravity values.
 FQ0205
 FQ0205;                    North         East    Units  Estimated Accuracy
 FQ0205;SPC AZ C     -   458,510.      279,000.      MT  (+/- 180 meters Scaled)
 FQ0205
 FQ0205                          SUPERSEDED SURVEY CONTROL
 FQ0205
 FQ0205  NGVD 29 (??/??/92) 1750.542  (m)         5743.24   (f) ADJ UNCH    2 0
 FQ0205
 FQ0205.Superseded values are not recommended for survey control.
 FQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0205.See file dsdata.txt to determine how the superseded data were derived.
 FQ0205
 FQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD821877(NAD 83)
 FQ0205_MARKER: DB = BENCH MARK DISK
 FQ0205_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0205_SP_SET: BEDROCK
 FQ0205_STAMPING: A 342 1958
 FQ0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0205+STABILITY: POSITION/ELEVATION WELL
 FQ0205
 FQ0205  HISTORY     - Date     Condition        Report By
 FQ0205  HISTORY     - 1958     MONUMENTED       CGS
 FQ0205  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0205
 FQ0205                          STATION DESCRIPTION
 FQ0205
 FQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0205'28.3 MI E FROM FLAGSTAFF.
 FQ0205'28.3 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0205'IN FLAGSTAFF, 30.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST
 FQ0205'OFFICE IN WINSLOW, 100 YARDS SOUTH OF A ROCK CUT ON THE HIGHWAY, 95
 FQ0205'FEET SOUTH OF A FENCE, 15 FEET SOUTH OF A WITNESS POST AND CEMENTED IN
 FQ0205'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0205
 FQ0205                          STATION RECOVERY (1983)
 FQ0205
 FQ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0026 ***********************************************************************
 CH0026  DESIGNATION -  A 342
 CH0026  PID         -  CH0026
 CH0026  STATE/COUNTY-  AZ/PIMA
 CH0026  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0026
 CH0026                         *CURRENT SURVEY CONTROL
 CH0026  ___________________________________________________________________
 CH0026* NAD 83(1986)-  31 48 30.     (N)    112 10 24.     (W)     SCALED    
 CH0026* NAVD 88     -       579.08   (+/-2cm)    1899.9    (feet)  VERTCON   
 CH0026  ___________________________________________________________________
 CH0026  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CH0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0026
 CH0026.The horizontal coordinates were scaled from a topographic map and have
 CH0026.an estimated accuracy of +/- 6 seconds.
 CH0026
 CH0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0026.The vertical order pertains to the NGVD 29 superseded value.
 CH0026
 CH0026.The geoid height was determined by GEOID03.
 CH0026
 CH0026;                    North         East    Units  Estimated Accuracy
 CH0026;SPC AZ C     -    89,650.      189,060.      MT  (+/- 180 meters Scaled)
 CH0026
 CH0026                          SUPERSEDED SURVEY CONTROL
 CH0026
 CH0026  NGVD 29 (??/??/92)  578.393  (m)         1897.61   (f) ADJ UNCH    2 0
 CH0026
 CH0026.Superseded values are not recommended for survey control.
 CH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0026.See file dsdata.txt to determine how the superseded data were derived.
 CH0026
 CH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA889197(NAD 83)
 CH0026_MARKER: DB = BENCH MARK DISK
 CH0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0026_STAMPING: A 342 1961
 CH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0026+STABILITY: SURFACE MOTION
 CH0026
 CH0026  HISTORY     - Date     Condition        Report By
 CH0026  HISTORY     - 1961     MONUMENTED       CGS
 CH0026
 CH0026                          STATION DESCRIPTION
 CH0026
 CH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0026'2.85 MI SW FROM KOTS KUG.
 CH0026'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0026'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0026'WEST ALONG A GRADED DIRT ROAD, 0.5 MILE NORTHWEST OF A 4X4-INCH WHITE
 CH0026'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 101
 CH0026'YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF THE GRADED DIRT ROAD
 CH0026'AND A TRAIL ROAD LEADING SOUTHEAST, IN LINE WITH A ROW OF TELEPHONE
 CH0026'POLES, 47 FEET WEST OF A TELEPHONE POLE, 52 FEET NORTH OF THE CENTER
 CH0026'LINE OF THE GRADED DIRT ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST,
 CH0026'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 CH0026'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0243 ***********************************************************************
 ET0243  DESIGNATION -  A 343 RESET
 ET0243  PID         -  ET0243
 ET0243  STATE/COUNTY-  AZ/YAVAPAI
 ET0243  USGS QUAD   -  JOES HILL (1969)
 ET0243
 ET0243                         *CURRENT SURVEY CONTROL
 ET0243  ___________________________________________________________________
 ET0243* NAD 83(1986)-  34 12 34.     (N)    112 07 05.     (W)     SCALED    
 ET0243* NAVD 88     -      1053.73   (+/-2cm)    3457.1    (feet)  VERTCON   
 ET0243  ___________________________________________________________________
 ET0243  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 ET0243  VERT ORDER  -  THIRD (See Below)
 ET0243
 ET0243.The horizontal coordinates were scaled from a topographic map and have
 ET0243.an estimated accuracy of +/- 6 seconds.
 ET0243
 ET0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0243.The vertical order pertains to the NGVD 29 superseded value.
 ET0243
 ET0243.The geoid height was determined by GEOID03.
 ET0243
 ET0243;                    North         East    Units  Estimated Accuracy
 ET0243;SPC AZ C     -   355,900.      194,800.      MT  (+/- 180 meters Scaled)
 ET0243
 ET0243                          SUPERSEDED SURVEY CONTROL
 ET0243
 ET0243  NGVD 29 (??/??/??) 1053.08   (m)         3455.0    (f) RESET       3  
 ET0243
 ET0243.Superseded values are not recommended for survey control.
 ET0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0243.See file dsdata.txt to determine how the superseded data were derived.
 ET0243
 ET0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970859(NAD 83)
 ET0243_MARKER: DB = BENCH MARK DISK
 ET0243_SETTING: 80 = SET IN A BOULDER
 ET0243_SP_SET: BOULDER
 ET0243_STAMPING: A 343 RESET 1963
 ET0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0243+STABILITY: SURFACE MOTION
 ET0243
 ET0243  HISTORY     - Date     Condition        Report By
 ET0243  HISTORY     - 1963     MONUMENTED       AZDT
 ET0243
 ET0243                          STATION DESCRIPTION
 ET0243
 ET0243'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1963
 ET0243'11.0 MI N FROM BLACK CANYON.
 ET0243'11 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0243'CANYON, 200 FEET SOUTH OF MILEPOST 254, 43 FEET WEST OF THE CENTER OF
 ET0243'THE HIGHWAY, 60 FEET NORTH OF TWO 24-INCH METAL PIPE CULVERTS, SET IN
 ET0243'DRILL HOLE IN 3-FOOT BY 5-FOOT BOULDER PROJECTING 3 FEET, WITNESS POST
 ET0243'SET ALONG SIDE BOULDER, MARK ABOUT 2 FEET LOWER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0913 ***********************************************************************
 DA0913  DESIGNATION -  A 344
 DA0913  PID         -  DA0913
 DA0913  STATE/COUNTY-  AZ/PIMA
 DA0913  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0913
 DA0913                         *CURRENT SURVEY CONTROL
 DA0913  ___________________________________________________________________
 DA0913* NAD 83(1986)-  32 05 56.     (N)    113 10 57.     (W)     SCALED    
 DA0913* NAVD 88     -       329.57   (+/-2cm)    1081.3    (feet)  VERTCON   
 DA0913  ___________________________________________________________________
 DA0913  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0913
 DA0913.The horizontal coordinates were scaled from a topographic map and have
 DA0913.an estimated accuracy of +/- 6 seconds.
 DA0913
 DA0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0913.The vertical order pertains to the NGVD 29 superseded value.
 DA0913
 DA0913.The geoid height was determined by GEOID03.
 DA0913
 DA0913;                    North         East    Units  Estimated Accuracy
 DA0913;SPC AZ C     -   122,530.       93,880.      MT  (+/- 180 meters Scaled)
 DA0913
 DA0913                          SUPERSEDED SURVEY CONTROL
 DA0913
 DA0913  NGVD 29 (??/??/92)  328.880  (m)         1079.00   (f) ADJ UNCH    2 0
 DA0913
 DA0913.Superseded values are not recommended for survey control.
 DA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0913.See file dsdata.txt to determine how the superseded data were derived.
 DA0913
 DA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA940534(NAD 83)
 DA0913_MARKER: DB = BENCH MARK DISK
 DA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0913_STAMPING: A 344 1961
 DA0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0913+STABILITY: SURFACE MOTION
 DA0913
 DA0913  HISTORY     - Date     Condition        Report By
 DA0913  HISTORY     - 1961     MONUMENTED       CGS
 DA0913  HISTORY     - 1962     GOOD             NGS
 DA0913
 DA0913                          STATION DESCRIPTION
 DA0913
 DA0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0913'34.9 MI SW FROM AJO.
 DA0913'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0913'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 SOUTHEAST ALONG STATE
 DA0913'HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.  THENCE
 DA0913'15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO BATES WELL
 DA0913'AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST ALONG A
 DA0913'TRAIL ROAD.  THENCE 1.0 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, 0.9
 DA0913'MILE SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0913'PROJECTS 16 FEET AND IS NUMBERED 52, 1.0 MILE SOUTHWEST OF A PAPAGO
 DA0913'WELL SIGN, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.9
 DA0913'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL
 DA0913'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0212 ***********************************************************************
 ET0212  DESIGNATION -  A 344
 ET0212  PID         -  ET0212
 ET0212  STATE/COUNTY-  AZ/YAVAPAI
 ET0212  USGS QUAD   -  ESTLER PEAK (1974)
 ET0212
 ET0212                         *CURRENT SURVEY CONTROL
 ET0212  ___________________________________________________________________
 ET0212* NAD 83(1986)-  34 25 27.     (N)    112 02 42.     (W)     SCALED    
 ET0212* NAVD 88     -      1224.28   (+/-2cm)    4016.7    (feet)  VERTCON   
 ET0212  ___________________________________________________________________
 ET0212  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0212
 ET0212.The horizontal coordinates were scaled from a topographic map and have
 ET0212.an estimated accuracy of +/- 6 seconds.
 ET0212
 ET0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0212.The vertical order pertains to the NGVD 29 superseded value.
 ET0212
 ET0212.The geoid height was determined by GEOID03.
 ET0212
 ET0212;                    North         East    Units  Estimated Accuracy
 ET0212;SPC AZ C     -   379,710.      201,560.      MT  (+/- 180 meters Scaled)
 ET0212
 ET0212                          SUPERSEDED SURVEY CONTROL
 ET0212
 ET0212  NGVD 29 (??/??/92) 1223.556  (m)         4014.28   (f) ADJ UNCH    2 0
 ET0212
 ET0212.Superseded values are not recommended for survey control.
 ET0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0212.See file dsdata.txt to determine how the superseded data were derived.
 ET0212
 ET0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD039096(NAD 83)
 ET0212_MARKER: DB = BENCH MARK DISK
 ET0212_SETTING: 80 = SET IN A BOULDER
 ET0212_SP_SET: BOULDER
 ET0212_STAMPING: A 344 1959
 ET0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0212+STABILITY: SURFACE MOTION
 ET0212
 ET0212  HISTORY     - Date     Condition        Report By
 ET0212  HISTORY     - 1959     MONUMENTED       CGS
 ET0212
 ET0212                          STATION DESCRIPTION
 ET0212
 ET0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0212'17.65 MI SW FROM CAMP VERDE.
 ET0212'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0212'OFFICE IN CAMP VERDE, THENCE 14.65 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0212'0.15 MILE NORTH OF MILEPOST 271, 64 FEET WEST OF THE RIGHT-OF-WAY
 ET0212'FENCE, 4 FEET SOUTH OF THE WITNESS POST, ON THE SOUTH EDGE OF A SMALL
 ET0212'HILL, CEMENTED IN A BOULDER THAT PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0888 ***********************************************************************
 DA0888  DESIGNATION -  A 345
 DA0888  PID         -  DA0888
 DA0888  STATE/COUNTY-  AZ/PIMA
 DA0888  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0888
 DA0888                         *CURRENT SURVEY CONTROL
 DA0888  ___________________________________________________________________
 DA0888* NAD 83(1986)-  32 10 37.     (N)    113 02 30.     (W)     SCALED    
 DA0888* NAVD 88     -       351.90   (+/-2cm)    1154.5    (feet)  VERTCON   
 DA0888  ___________________________________________________________________
 DA0888  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0888
 DA0888.The horizontal coordinates were scaled from a topographic map and have
 DA0888.an estimated accuracy of +/- 6 seconds.
 DA0888
 DA0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0888.The vertical order pertains to the NGVD 29 superseded value.
 DA0888
 DA0888.The geoid height was determined by GEOID03.
 DA0888
 DA0888;                    North         East    Units  Estimated Accuracy
 DA0888;SPC AZ C     -   131,040.      107,270.      MT  (+/- 180 meters Scaled)
 DA0888
 DA0888                          SUPERSEDED SURVEY CONTROL
 DA0888
 DA0888  NGVD 29 (??/??/92)  351.214  (m)         1152.27   (f) ADJ UNCH    2 0
 DA0888
 DA0888.Superseded values are not recommended for survey control.
 DA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0888.See file dsdata.txt to determine how the superseded data were derived.
 DA0888
 DA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA075618(NAD 83)
 DA0888_MARKER: DB = BENCH MARK DISK
 DA0888_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0888_SP_SET: 20 FT.
 DA0888_STAMPING: A 345 1961
 DA0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0888
 DA0888  HISTORY     - Date     Condition        Report By
 DA0888  HISTORY     - 1961     MONUMENTED       CGS
 DA0888  HISTORY     - 1962     GOOD             NGS
 DA0888
 DA0888                          STATION DESCRIPTION
 DA0888
 DA0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0888'25.85 MI SW FROM AJO.
 DA0888'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0888'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0888'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0888'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADE DIRT ROAD TO BATES
 DA0888'WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST ALONG A
 DA0888'TRAIL ROAD.  THENCE 2.2 MILES NORTHWEST ALONG A TRAIL ROAD, 2.15 MILES
 DA0888'SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0888'FEET AND IS NUMBERED 48, 2.1 MILES GENERAL WESTERLY DIRECTION FROM A
 DA0888'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0888'NUMBERED 49, 46 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6
 DA0888'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DA0888'CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO
 DA0888'A DEPTH OF 20 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4
 DA0888'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0331 ***********************************************************************
 FQ0331  DESIGNATION -  A 345
 FQ0331  PID         -  FQ0331
 FQ0331  STATE/COUNTY-  AZ/COCONINO
 FQ0331  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0331
 FQ0331                         *CURRENT SURVEY CONTROL
 FQ0331  ___________________________________________________________________
 FQ0331* NAD 83(1986)-  35 07 15.     (N)    111 40 47.     (W)     SCALED    
 FQ0331* NAVD 88     -      2095.293  (meters)    6874.31   (feet)  ADJUSTED  
 FQ0331  ___________________________________________________________________
 FQ0331  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0331  DYNAMIC HT  -        2092.310 (meters)    6864.52  (feet)  COMP
 FQ0331  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 FQ0331
 FQ0331  VERT ORDER  -  SECOND    CLASS 0
 FQ0331
 FQ0331.The horizontal coordinates were scaled from a topographic map and have
 FQ0331.an estimated accuracy of +/- 6 seconds.
 FQ0331
 FQ0331.The orthometric height was determined by differential leveling
 FQ0331.and adjusted in June 1991.
 FQ0331
 FQ0331.The geoid height was determined by GEOID03.
 FQ0331
 FQ0331.The dynamic height is computed by dividing the NAVD 88
 FQ0331.geopotential number by the normal gravity value computed on the
 FQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0331.degrees latitude (g = 980.6199 gals.).
 FQ0331
 FQ0331.The modeled gravity was interpolated from observed gravity values.
 FQ0331
 FQ0331;                    North         East    Units  Estimated Accuracy
 FQ0331;SPC AZ C     -   457,000.      234,960.      MT  (+/- 180 meters Scaled)
 FQ0331
 FQ0331                          SUPERSEDED SURVEY CONTROL
 FQ0331
 FQ0331  NGVD 29 (??/??/92) 2094.272  (m)         6870.96   (f) ADJ UNCH    2 0
 FQ0331
 FQ0331.Superseded values are not recommended for survey control.
 FQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0331.See file dsdata.txt to determine how the superseded data were derived.
 FQ0331
 FQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD380866(NAD 83)
 FQ0331_MARKER: DB = BENCH MARK DISK
 FQ0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0331_SP_SET: BRIDGE
 FQ0331_STAMPING: A 345 1959
 FQ0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0331
 FQ0331  HISTORY     - Date     Condition        Report By
 FQ0331  HISTORY     - 1959     MONUMENTED       CGS
 FQ0331  HISTORY     - 1962     GOOD             USGS
 FQ0331
 FQ0331                          STATION DESCRIPTION
 FQ0331
 FQ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0331'6.2 M SW FROM FLAGSTAFF.
 FQ0331'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0331'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0331'THENCE 4.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 21 FEET WEST OF
 FQ0331'THE CENTERLINE, 1 FOOT SOUTH OF THE WITNESS POST, CEMENTED IN A DRILL
 FQ0331'HOLE 1 FOOT SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A LARGE
 FQ0331'CONCRETE BRIDGE THAT HAS A UNDERPASS FOR A DIRT ROAD.
 FQ0331
 FQ0331                          STATION RECOVERY (1962)
 FQ0331
 FQ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0864 ***********************************************************************
 DA0864  DESIGNATION -  A 346
 DA0864  PID         -  DA0864
 DA0864  STATE/COUNTY-  AZ/PIMA
 DA0864  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0864
 DA0864                         *CURRENT SURVEY CONTROL
 DA0864  ___________________________________________________________________
 DA0864* NAD 83(1986)-  32 26 40.     (N)    113 12 43.     (W)     SCALED    
 DA0864* NAVD 88     -       217.81   (+/-2cm)     714.6    (feet)  VERTCON   
 DA0864  ___________________________________________________________________
 DA0864  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0864
 DA0864.The horizontal coordinates were scaled from a topographic map and have
 DA0864.an estimated accuracy of +/- 6 seconds.
 DA0864
 DA0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0864.The vertical order pertains to the NGVD 29 superseded value.
 DA0864
 DA0864.The geoid height was determined by GEOID03.
 DA0864
 DA0864;                    North         East    Units  Estimated Accuracy
 DA0864;SPC AZ C     -   160,890.       91,570.      MT  (+/- 180 meters Scaled)
 DA0864
 DA0864                          SUPERSEDED SURVEY CONTROL
 DA0864
 DA0864  NGVD 29 (??/??/92)  217.165  (m)          712.48   (f) ADJ UNCH    2 0
 DA0864
 DA0864.Superseded values are not recommended for survey control.
 DA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0864.See file dsdata.txt to determine how the superseded data were derived.
 DA0864
 DA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA920918(NAD 83)
 DA0864_MARKER: DB = BENCH MARK DISK
 DA0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0864_STAMPING: A 346 1961
 DA0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0864+STABILITY: SURFACE MOTION
 DA0864
 DA0864  HISTORY     - Date     Condition        Report By
 DA0864  HISTORY     - 1961     MONUMENTED       CGS
 DA0864  HISTORY     - 1962     GOOD             NGS
 DA0864
 DA0864                          STATION DESCRIPTION
 DA0864
 DA0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0864'5.65 MI SE FROM TONY TANK.
 DA0864'ABOUT 5.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0864'TANK AT TONY TANK, 2.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0864'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 43, 2.6 MILES
 DA0864'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0864'FEET AND IS NUMBERED 44, 2.0 MILES NORTHWEST OF THE FISH AND GAME
 DA0864'COMMISSION SIGN MARKING THE NORTH BOUNDARY OF THE GAME REFUGE, 35 FEET
 DA0864'WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A METAL WITNESS
 DA0864'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0864'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1007 ***********************************************************************
 DA1007  DESIGNATION -  A 347
 DA1007  PID         -  DA1007
 DA1007  STATE/COUNTY-  AZ/YUMA
 DA1007  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1007
 DA1007                         *CURRENT SURVEY CONTROL
 DA1007  ___________________________________________________________________
 DA1007* NAD 83(1986)-  32 07 12.     (N)    113 35 21.     (W)     SCALED    
 DA1007* NAVD 88     -       256.97   (+/-2cm)     843.1    (feet)  VERTCON   
 DA1007  ___________________________________________________________________
 DA1007  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1007
 DA1007.The horizontal coordinates were scaled from a topographic map and have
 DA1007.an estimated accuracy of +/- 6 seconds.
 DA1007
 DA1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1007.The vertical order pertains to the NGVD 29 superseded value.
 DA1007
 DA1007.The geoid height was determined by GEOID03.
 DA1007
 DA1007;                    North         East    Units  Estimated Accuracy
 DA1007;SPC AZ W     -   124,190.      228,540.      MT  (+/- 180 meters Scaled)
 DA1007
 DA1007                          SUPERSEDED SURVEY CONTROL
 DA1007
 DA1007  NGVD 29 (??/??/92)  256.283  (m)          840.82   (f) ADJ UNCH    2 0
 DA1007
 DA1007.Superseded values are not recommended for survey control.
 DA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1007.See file dsdata.txt to determine how the superseded data were derived.
 DA1007
 DA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA557566(NAD 83)
 DA1007_MARKER: DB = BENCH MARK DISK
 DA1007_SETTING: 66 = SET IN ROCK OUTCROP
 DA1007_SP_SET: ROCK OUTCROP
 DA1007_STAMPING: A 347 1961
 DA1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1007+STABILITY: POSITION/ELEVATION WELL
 DA1007
 DA1007  HISTORY     - Date     Condition        Report By
 DA1007  HISTORY     - 1961     MONUMENTED       CGS
 DA1007  HISTORY     - 1962     GOOD             NGS
 DA1007
 DA1007                          STATION DESCRIPTION
 DA1007
 DA1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1007'12.9 MI SE FROM TULE WELL.
 DA1007'ABOUT 12.9 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1007'COMMISSION SHELTER AT TULE WELL.  0.7 MILE SOUTHEAST OF A 4X4-INCH
 DA1007'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1007'ON THE CREST OF A SMALL ROCKY SADDLE, 50 FEET NORTHEAST OF THE CENTER
 DA1007'LINE OF THE ROAD, 9.5 FEET NORTH OF A METAL WITNESS POST, IN THE TOP
 DA1007'OF A ROCK OUTCROP WHICH PROJECTS 1 FOOT, AND ABOUT 2 FEET ABOVE THE
 DA1007'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0300 ***********************************************************************
 FP0300  DESIGNATION -  A 347
 FP0300  PID         -  FP0300
 FP0300  STATE/COUNTY-  AZ/APACHE
 FP0300  USGS QUAD   -  NAVAJO NORTH (1972)
 FP0300
 FP0300                         *CURRENT SURVEY CONTROL
 FP0300  ___________________________________________________________________
 FP0300* NAD 83(1986)-  35 08 48.     (N)    109 30 51.     (W)     SCALED    
 FP0300* NAVD 88     -      1745.938  (meters)    5728.13   (feet)  ADJUSTED  
 FP0300  ___________________________________________________________________
 FP0300  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FP0300  DYNAMIC HT  -        1743.505 (meters)    5720.15  (feet)  COMP
 FP0300  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 FP0300
 FP0300  VERT ORDER  -  FIRST     CLASS II
 FP0300
 FP0300.The horizontal coordinates were scaled from a topographic map and have
 FP0300.an estimated accuracy of +/- 6 seconds.
 FP0300
 FP0300.The orthometric height was determined by differential leveling
 FP0300.and adjusted in June 1991.
 FP0300
 FP0300.The geoid height was determined by GEOID03.
 FP0300
 FP0300.The dynamic height is computed by dividing the NAVD 88
 FP0300.geopotential number by the normal gravity value computed on the
 FP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0300.degrees latitude (g = 980.6199 gals.).
 FP0300
 FP0300.The modeled gravity was interpolated from observed gravity values.
 FP0300
 FP0300;                    North         East    Units  Estimated Accuracy
 FP0300;SPC AZ E     -   460,040.      272,810.      MT  (+/- 180 meters Scaled)
 FP0300
 FP0300                          SUPERSEDED SURVEY CONTROL
 FP0300
 FP0300  NGVD 29 (??/??/92) 1745.015  (m)         5725.10   (f) ADJ UNCH    1 2
 FP0300
 FP0300.Superseded values are not recommended for survey control.
 FP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0300.See file dsdata.txt to determine how the superseded data were derived.
 FP0300
 FP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD353903(NAD 83)
 FP0300_MARKER: DB = BENCH MARK DISK
 FP0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0300_STAMPING: A 347 1959
 FP0300_MARK LOGO: CGS   
 FP0300_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0300+STABILITY: SURFACE MOTION
 FP0300
 FP0300  HISTORY     - Date     Condition        Report By
 FP0300  HISTORY     - 1959     MONUMENTED       CGS
 FP0300  HISTORY     - 1983     GOOD             NGS
 FP0300
 FP0300                          STATION DESCRIPTION
 FP0300
 FP0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0300'2.0 MI E FROM NAVAJO POST OFFICE.
 FP0300'2.0 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0300'0.3 MILE WEST OF MILEPOST 350, 97 FEET NORTH OF THE WEST BOUND TRAFFIC
 FP0300'LANE, 2.5 FEET SOUTH OF THE FENCE, 2.5 FEET WEST OF THE WITNESS POST,
 FP0300'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FP0300'INCHES.
 FP0300
 FP0300                          STATION RECOVERY (1983)
 FP0300
 FP0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0300'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.6 KM (5.35
 FP0300'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0300'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 58.5 METERS (191.9
 FP0300'FT) NORTH OF MILEPOST 328, 30.5 METERS (100.1 FT) NORTHWEST OF THE
 FP0300'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 0.7 METER
 FP0300'(2.3 FT) SOUTHEAST OF A FENCE.
 FP0300'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 FP0300'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0020 ***********************************************************************
 DB0020  DESIGNATION -  A 348
 DB0020  PID         -  DB0020
 DB0020  STATE/COUNTY-  AZ/YUMA
 DB0020  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0020
 DB0020                         *CURRENT SURVEY CONTROL
 DB0020  ___________________________________________________________________
 DB0020* NAD 83(1986)-  32 19 18.     (N)    114 03 01.     (W)     SCALED    
 DB0020* NAVD 88     -       343.81   (+/-2cm)    1128.0    (feet)  VERTCON   
 DB0020  ___________________________________________________________________
 DB0020  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB0020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0020
 DB0020.The horizontal coordinates were scaled from a topographic map and have
 DB0020.an estimated accuracy of +/- 6 seconds.
 DB0020
 DB0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0020.The vertical order pertains to the NGVD 29 superseded value.
 DB0020
 DB0020.The geoid height was determined by GEOID03.
 DB0020
 DB0020;                    North         East    Units  Estimated Accuracy
 DB0020;SPC AZ W     -   146,580.      185,090.      MT  (+/- 180 meters Scaled)
 DB0020
 DB0020                          SUPERSEDED SURVEY CONTROL
 DB0020
 DB0020  NGVD 29 (??/??/??)  343.115  (m)         1125.70   (f) ADJUSTED    2 0
 DB0020
 DB0020.Superseded values are not recommended for survey control.
 DB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0020.See file dsdata.txt to determine how the superseded data were derived.
 DB0020
 DB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR776799(NAD 83)
 DB0020_MARKER: DB = BENCH MARK DISK
 DB0020_SETTING: 66 = SET IN ROCK OUTCROP
 DB0020_SP_SET: ROCK OUTCROP
 DB0020_STAMPING: A 348 1961
 DB0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0020+STABILITY: POSITION/ELEVATION WELL
 DB0020
 DB0020  HISTORY     - Date     Condition        Report By
 DB0020  HISTORY     - 1961     MONUMENTED       CGS
 DB0020  HISTORY     - 1962     GOOD             NGS
 DB0020
 DB0020                          STATION DESCRIPTION
 DB0020
 DB0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0020'20.3 MI W FROM TULE WELL.
 DB0020'ABOUT 20.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0020'GAME COMMISSION SHELTER AT TULE WELL, 105 FEET SOUTH-SOUTHWEST OF
 DB0020'A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0020'AND IS NUMBERED 15, 0.8 MILE NORTHWEST OF A METAL CUSTOMS PENALTY
 DB0020'SIGN, 0.35 MILE NORTHWEST OF THE JUNCTION OF THE TRAIL ROAD AND
 DB0020'A TRAIL ROAD LEADING NORTH TO WELLTON, AT THE NORTH END OF A
 DB0020'SOLID ROCK PROJECTION, 40 FEET SOUH OF THE CENTER LINE OF THE
 DB0020'TRAIL ROAD WHICH IS IN A DEEP WASH, 59 FEET WEST OF THE CENTER
 DB0020'LINE OF THE WASH ON THE EAST SIDE OF THE ROCK PROJECTION, ABOUT
 DB0020'7 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF
 DB0020'A SLOPING ROCK OUTCROP WHICH IS ABOUT 4 1/2 FEET ABOVE THE
 DB0020'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0589 ***********************************************************************
 CG0589  DESIGNATION -  A 348
 CG0589  PID         -  CG0589
 CG0589  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0589  USGS QUAD   -  TUBAC (1981)
 CG0589
 CG0589                         *CURRENT SURVEY CONTROL
 CG0589  ___________________________________________________________________
 CG0589* NAD 83(1986)-  31 37 20.     (N)    111 03 12.     (W)     SCALED    
 CG0589* NAVD 88     -       985.72   (+/-2cm)    3234.0    (feet)  VERTCON   
 CG0589  ___________________________________________________________________
 CG0589  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0589
 CG0589.The horizontal coordinates were scaled from a topographic map and have
 CG0589.an estimated accuracy of +/- 6 seconds.
 CG0589
 CG0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0589.The vertical order pertains to the NGVD 29 superseded value.
 CG0589
 CG0589.The geoid height was determined by GEOID03.
 CG0589
 CG0589;                    North         East    Units  Estimated Accuracy
 CG0589;SPC AZ C     -    69,310.      295,270.      MT  (+/- 180 meters Scaled)
 CG0589
 CG0589                          SUPERSEDED SURVEY CONTROL
 CG0589
 CG0589  NGVD 29 (??/??/92)  984.895  (m)         3231.28   (f) ADJ UNCH    2 0
 CG0589
 CG0589.Superseded values are not recommended for survey control.
 CG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0589.See file dsdata.txt to determine how the superseded data were derived.
 CG0589
 CG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV949985(NAD 83)
 CG0589_MARKER: DB = BENCH MARK DISK
 CG0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0589_STAMPING: A 348 1959
 CG0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0589+STABILITY: SURFACE MOTION
 CG0589
 CG0589  HISTORY     - Date     Condition        Report By
 CG0589  HISTORY     - 1959     MONUMENTED       CGS
 CG0589  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 CG0589
 CG0589                          STATION DESCRIPTION
 CG0589
 CG0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0589'7.2 MI S FROM AMADO.
 CG0589'7.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0589'0.2 MILE SOUTH OF MILEPOST 23, 97 FEET WEST OF THE CENTER OF THE
 CG0589'HIGHWAY, 5 FEET SOUTH OF THE WITNESS POST, 3 FEET EAST OF THE FENCE,
 CG0589'SET IN THE TOP OF A 12 INCH SQUARE POST THAT PROJECTS 6 INCHES.
 CG0589
 CG0589                          STATION RECOVERY (1976)
 CG0589
 CG0589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CG0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0590 ***********************************************************************
 CG0590  DESIGNATION -  A 348 RESET
 CG0590  PID         -  CG0590
 CG0590  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0590  USGS QUAD   -  TUBAC (1981)
 CG0590
 CG0590                         *CURRENT SURVEY CONTROL
 CG0590  ___________________________________________________________________
 CG0590* NAD 83(1986)-  31 37 21.     (N)    111 03 15.     (W)     SCALED    
 CG0590* NAVD 88     -       984.707  (meters)    3230.66   (feet)  ADJUSTED  
 CG0590  ___________________________________________________________________
 CG0590  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0590  DYNAMIC HT  -         983.234 (meters)    3225.83  (feet)  COMP
 CG0590  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 CG0590
 CG0590  VERT ORDER  -  FIRST     CLASS II
 CG0590
 CG0590.The horizontal coordinates were scaled from a topographic map and have
 CG0590.an estimated accuracy of +/- 6 seconds.
 CG0590
 CG0590.The orthometric height was determined by differential leveling
 CG0590.and adjusted in June 1991.
 CG0590
 CG0590.The geoid height was determined by GEOID03.
 CG0590
 CG0590.The dynamic height is computed by dividing the NAVD 88
 CG0590.geopotential number by the normal gravity value computed on the
 CG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0590.degrees latitude (g = 980.6199 gals.).
 CG0590
 CG0590.The modeled gravity was interpolated from observed gravity values.
 CG0590
 CG0590;                    North         East    Units  Estimated Accuracy
 CG0590;SPC AZ C     -    69,340.      295,190.      MT  (+/- 180 meters Scaled)
 CG0590
 CG0590                          SUPERSEDED SURVEY CONTROL
 CG0590
 CG0590.No superseded survey control is available for this station.
 CG0590
 CG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV948985(NAD 83)
 CG0590_MARKER: P = PIPE CAP
 CG0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0590_STAMPING: A 348 1959 RESET 1976
 CG0590_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0590+STABILITY: SURFACE MOTION
 CG0590
 CG0590  HISTORY     - Date     Condition        Report By
 CG0590  HISTORY     - 1976     MONUMENTED       LOCENG
 CG0590  HISTORY     - 1979     GOOD             USGS
 CG0590  HISTORY     - 1980     GOOD             NGS
 CG0590
 CG0590                          STATION DESCRIPTION
 CG0590
 CG0590'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CG0590'7 MI S FROM AMADO.
 CG0590'LOCATED ALONG U.S. HIGHWAY 89 AT MILEPOST 22.8, 7.2 MILES SOUTH OF THE
 CG0590'POST OFFICE AT AMADO, 175 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 CG0590'AND ABOUT 55 FT. EAST OF THE EAST R/W FENCE LINE.  THE MARK IS SET IN
 CG0590'A 12 IN. SQUARE CONCRETE POST, UP ABOUT 4 IN. AND MARKED BY A USC AND
 CG0590'GS WITNESS POST AND SIGN.
 CG0590
 CG0590                          STATION RECOVERY (1979)
 CG0590
 CG0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0590'TUBAC POST OFFICE RIGHT NORTH 300 FEET, THENCE LEFT WEST 0.4 MILES,
 CG0590'THENCE RIGHT NORTH 0.7 MILES TO BENCH MARK ON EAST SIDE OF FRONTAGE
 CG0590'ROAD. BENCH MARK IS 0.1 MILES SOUTH OF ENTRANCE TO TUBAC COUNTRY CLUB
 CG0590'BENCH MARK IS ON BANK 5 FEET WEST OF RIGHTWAY FENCE, 53 FEET EAST OF
 CG0590'CENTERLINE OF FRONTAGE ROAD. STAMPED A 348 1959 (RESET 1976) A
 CG0590'STANDARD TABLET IN TOP OF CONCRETE POST.
 CG0590
 CG0590                          STATION RECOVERY (1980)
 CG0590
 CG0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0590'6.1 KILOMETERS (3.8 MILE) NORTH ALONG FORMER US HIGHWAY 89 FROM
 CG0590'THE OLD MISSION AT TUMACACORI, 0.2 KILOMETER (0.1 MILE) SOUTH OF
 CG0590'THE JUNCTION OF THE ROAD LEADING TO THE TUBAC GOLF RESORT, 15.6
 CG0590'METERS (51.2 FEET) EAST OF THE CENTERLINE OF THE EAST FRONTAGE ROAD,
 CG0590'42.2 METERS (138.4 FEET) NORTH OF A BRACED ANGLE IRON FENCE POST
 CG0590'IN THE EAST RIGHT-OF-WAY FENCE, 1.5 METERS (5.0 FEET) WEST OF THE
 CG0590'WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CG0590'THE MARK IS .75 METERS  W FROM A WITNESS POST.
 CG0590'THE MARK IS 3 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0948 ***********************************************************************
 DA0948  DESIGNATION -  A 349
 DA0948  PID         -  DA0948
 DA0948  STATE/COUNTY-  AZ/YUMA
 DA0948  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0948
 DA0948                         *CURRENT SURVEY CONTROL
 DA0948  ___________________________________________________________________
 DA0948* NAD 83(1986)-  32 18 58.     (N)    113 51 04.     (W)     SCALED    
 DA0948* NAVD 88     -       428.16   (+/-2cm)    1404.7    (feet)  VERTCON   
 DA0948  ___________________________________________________________________
 DA0948  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DA0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0948
 DA0948.The horizontal coordinates were scaled from a topographic map and have
 DA0948.an estimated accuracy of +/- 6 seconds.
 DA0948
 DA0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0948.The vertical order pertains to the NGVD 29 superseded value.
 DA0948
 DA0948.The geoid height was determined by GEOID03.
 DA0948
 DA0948;                    North         East    Units  Estimated Accuracy
 DA0948;SPC AZ W     -   145,930.      203,840.      MT  (+/- 180 meters Scaled)
 DA0948
 DA0948                          SUPERSEDED SURVEY CONTROL
 DA0948
 DA0948  NGVD 29 (??/??/92)  427.449  (m)         1402.39   (f) ADJ UNCH    2 0
 DA0948
 DA0948.Superseded values are not recommended for survey control.
 DA0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0948.See file dsdata.txt to determine how the superseded data were derived.
 DA0948
 DA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA315790(NAD 83)
 DA0948_MARKER: DB = BENCH MARK DISK
 DA0948_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0948_SP_SET: 10 FT.
 DA0948_STAMPING: A 349 1961
 DA0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0948
 DA0948  HISTORY     - Date     Condition        Report By
 DA0948  HISTORY     - 1961     MONUMENTED       CGS
 DA0948  HISTORY     - 1962     GOOD             NGS
 DA0948
 DA0948                          STATION DESCRIPTION
 DA0948
 DA0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0948'11.4 MI NW FROM TULE WELL.
 DA0948'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0948'COMMISSION SHELTER AT TULE WELL.  THENCE 8.1 MILES NORTHWEST ALONG A
 DA0948'DIM TRAIL ROAD, 1.0 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0948'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 3, 21 FEET
 DA0948'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTHEAST OF
 DA0948'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 DA0948'AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 10
 DA0948'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1202 ***********************************************************************
 CZ1202  DESIGNATION -  A 349
 CZ1202  PID         -  CZ1202
 CZ1202  STATE/COUNTY-  AZ/PINAL
 CZ1202  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1202
 CZ1202                         *CURRENT SURVEY CONTROL
 CZ1202  ___________________________________________________________________
 CZ1202* NAD 83(1986)-  32 49 45.     (N)    111 56 45.     (W)     SCALED    
 CZ1202* NAVD 88     -       407.68   (+/-2cm)    1337.5    (feet)  VERTCON   
 CZ1202  ___________________________________________________________________
 CZ1202  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1202
 CZ1202.The horizontal coordinates were scaled from a topographic map and have
 CZ1202.an estimated accuracy of +/- 6 seconds.
 CZ1202
 CZ1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1202.The vertical order pertains to the NGVD 29 superseded value.
 CZ1202
 CZ1202.The geoid height was determined by GEOID03.
 CZ1202
 CZ1202;                    North         East    Units  Estimated Accuracy
 CZ1202;SPC AZ C     -   202,810.      210,630.      MT  (+/- 180 meters Scaled)
 CZ1202
 CZ1202                          SUPERSEDED SURVEY CONTROL
 CZ1202
 CZ1202  NGVD 29 (??/??/92)  407.077  (m)         1335.55   (f) ADJ UNCH    2 0
 CZ1202
 CZ1202.Superseded values are not recommended for survey control.
 CZ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1202.See file dsdata.txt to determine how the superseded data were derived.
 CZ1202
 CZ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB114327(NAD 83)
 CZ1202_MARKER: DB = BENCH MARK DISK
 CZ1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1202_SP_SET: STOVEPIPE
 CZ1202_STAMPING: A 349 1960
 CZ1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1202
 CZ1202  HISTORY     - Date     Condition        Report By
 CZ1202  HISTORY     - 1960     MONUMENTED       CGS
 CZ1202  HISTORY     - 1965     MARK NOT FOUND   USGS
 CZ1202
 CZ1202                          STATION DESCRIPTION
 CZ1202
 CZ1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1202'12.8 MI W FROM CASA GRANDE.
 CZ1202'7.4 MILES WEST OF THE POST OFFICE AT CASA GRANDE, THENCE ABOUT 3.4
 CZ1202'MILES SOUTH ALONG RUSSELL ROAD TO NEW HIGHWAY, THENCE 2 MILES WEST ON
 CZ1202'NEW HIGHWAY, ABOUT 0.1 MILE NORTH OF CENTERLINE OF HIGHWAY, 46 FEET
 CZ1202'EAST OF DIRT ROAD, 1.5 FEET NORTH OF WITNESS POST, SET IN TOP OF
 CZ1202'6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 2 INCHES.
 CZ1202
 CZ1202                          STATION RECOVERY (1965)
 CZ1202
 CZ1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CZ1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0185 ***********************************************************************
 FP0185  DESIGNATION -  A 35
 FP0185  PID         -  FP0185
 FP0185  STATE/COUNTY-  AZ/APACHE
 FP0185  USGS QUAD   -  WINDOW ROCK (1983)
 FP0185
 FP0185                         *CURRENT SURVEY CONTROL
 FP0185  ___________________________________________________________________
 FP0185* NAD 83(1986)-  35 39 48.     (N)    109 02 59.     (W)     SCALED    
 FP0185* NAVD 88     -      2062.638  (meters)    6767.17   (feet)  ADJUSTED  
 FP0185  ___________________________________________________________________
 FP0185  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FP0185  DYNAMIC HT  -        2059.746 (meters)    6757.68  (feet)  COMP
 FP0185  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 FP0185
 FP0185  VERT ORDER  -  FIRST     CLASS II
 FP0185
 FP0185.The horizontal coordinates were scaled from a topographic map and have
 FP0185.an estimated accuracy of +/- 6 seconds.
 FP0185
 FP0185.The orthometric height was determined by differential leveling
 FP0185.and adjusted in June 1991.
 FP0185
 FP0185.The geoid height was determined by GEOID03.
 FP0185
 FP0185.The dynamic height is computed by dividing the NAVD 88
 FP0185.geopotential number by the normal gravity value computed on the
 FP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0185.degrees latitude (g = 980.6199 gals.).
 FP0185
 FP0185.The modeled gravity was interpolated from observed gravity values.
 FP0185
 FP0185;                    North         East    Units  Estimated Accuracy
 FP0185;SPC AZ E     -   517,740.      314,490.      MT  (+/- 180 meters Scaled)
 FP0185
 FP0185                          SUPERSEDED SURVEY CONTROL
 FP0185
 FP0185  NGVD 29 (??/??/92) 2061.649  (m)         6763.93   (f) ADJ UNCH    1 2
 FP0185
 FP0185.Superseded values are not recommended for survey control.
 FP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0185.See file dsdata.txt to determine how the superseded data were derived.
 FP0185
 FP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE765483(NAD 83)
 FP0185_MARKER: DB = BENCH MARK DISK
 FP0185_SETTING: 66 = SET IN ROCK OUTCROP
 FP0185_SP_SET: SANDSTONE FORMATION
 FP0185_STAMPING: 6763.927 A 35 1933
 FP0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0185+STABILITY: POSITION/ELEVATION WELL
 FP0185
 FP0185  HISTORY     - Date     Condition        Report By
 FP0185  HISTORY     - 1933     MONUMENTED       CGS
 FP0185  HISTORY     - 1933     GOOD             NGS
 FP0185  HISTORY     - 1978     GOOD             USGS
 FP0185
 FP0185                          STATION DESCRIPTION
 FP0185
 FP0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FP0185'30.6 MI SE FROM GANADO.
 FP0185'IN APACHE COUNTY, ARIZONA, 30.6 MILES SOUTHEAST ALONG THE ROAD LEADING
 FP0185'TO GALLUP FROM THE POST OFFICE AT GANADO, APACHE COUNTY, ARIZONA, 27
 FP0185'MILES NORTHWEST OF THE POST OFFICE AT GALLUP, MCKINLEY COUNTY, NEW
 FP0185'MEXICO, 0.2 MILE EAST OF THE EAST JUNCTION OF A ROAD LEADING TO FORT
 FP0185'DEFIANCE, 57 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE SOUTH
 FP0185'SIDE OF A LARGE SANDSTONE FORMATION 50 FEET HIGH, 30 YARDS EAST OF THE
 FP0185'SOUTHWEST CORNER OF THE FORMATION, 36 FEET NORTHEAST OF A POLE, 2 FEET
 FP0185'LOWER THAN THE ROAD, AND 1 FOOT ABOVE THE GROUND. A STANDARD DISK,
 FP0185'STAMPED 6763.927 A 35 1933.
 FP0185
 FP0185                          STATION RECOVERY (1978)
 FP0185
 FP0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FP0185'25.4 MILES NORTHWEST FROM THE P.O. IN GALLUP, NEW MEXICO. 1.0 MI.
 FP0185'EAST OF THE CIVIC CENTER BLDNG IN THE NAVAJO TRIBAL FAIRGROUNDS. 0.3
 FP0185'MI. EAST AND ALSO ALONG STATE HWY 264, 300 FT. EAST OF THE ENTRANCE
 FP0185'TO THE TSE BONITO TRIBAL PARK, 68 FT. NORTH OF THE CENTERLINE OF THE
 FP0185'HWY AT THE SOUTH END BASE OF SANDSTONE PILLARS, 4.8 FT. BLOW THE
 FP0185'LEVEL OF THE HWY. A STANDARD DISK STAMPED 6763.927 A 35 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1523 ***********************************************************************
 GR1523  DESIGNATION -  A 35
 GR1523  PID         -  GR1523
 GR1523  STATE/COUNTY-  AZ/MOHAVE
 GR1523  USGS QUAD   -  THE TEMPLE (1983)
 GR1523
 GR1523                         *CURRENT SURVEY CONTROL
 GR1523  ___________________________________________________________________
 GR1523* NAD 83(1992)-  36 04 59.85455(N)    114 20 12.80999(W)     ADJUSTED  
 GR1523* NAVD 88     -       457.6    (meters)    1501.     (feet)  VERTCON   
 GR1523  ___________________________________________________________________
 GR1523  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 GR1523  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR1523  HORZ ORDER  -  THIRD
 GR1523
 GR1523.The horizontal coordinates were established by classical geodetic methods
 GR1523.and adjusted by the National Geodetic Survey in August 1993.
 GR1523
 GR1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1523
 GR1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1523
 GR1523.The geoid height was determined by GEOID03.
 GR1523
 GR1523;                    North         East     Units Scale Factor Converg.
 GR1523;SPC AZ W     -   563,932.367   160,502.622   MT  0.99996775   -0 20 44.4
 GR1523;SPC AZ W     - 1,850,171.81    526,583.41   iFT  0.99996775   -0 20 44.4
 GR1523;SPC NV E     - 8,148,630.928   312,256.990   MT  1.00005522   +0 44 03.1
 GR1523;SPC NV E     -26,734,299.97  1,024,463.14   sFT  1.00005522   +0 44 03.1
 GR1523;UTM  11      - 3,996,470.460   739,793.643   MT  1.00030856   +1 34 09.2
 GR1523
 GR1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1523!SPC AZ W     -   0.99993254  x   0.99996775  =   0.99990029
 GR1523!SPC NV E     -   0.99993254  x   1.00005522  =   0.99998775
 GR1523!UTM  11      -   0.99993254  x   1.00030856  =   1.00024108
 GR1523
 GR1523:                Primary Azimuth Mark                     Grid Az
 GR1523:SPC AZ W     -  A 31                                     298 34 37.9
 GR1523:SPC NV E     -  A 31                                     297 29 50.4
 GR1523:UTM  11      -  A 31                                     296 39 44.3
 GR1523
 GR1523|---------------------------------------------------------------------|
 GR1523| PID    Reference Object                     Distance      Geod. Az  |
 GR1523|                                                           dddmmss.s |
 GR1523| GR1519 A 31                                APPROX. 2.8 KM 2981353.5 |
 GR1523|---------------------------------------------------------------------|
 GR1523
 GR1523                          SUPERSEDED SURVEY CONTROL
 GR1523
 GR1523  NAD 83(1986)-  36 04 59.84447(N)    114 20 12.80405(W) AD(       ) 3
 GR1523  NGVD 29 (06/27/88)  457.0    (m)         1499.     (f) VERT ANG    3  
 GR1523
 GR1523.Superseded values are not recommended for survey control.
 GR1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1523.See file dsdata.txt to determine how the superseded data were derived.
 GR1523
 GR1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3979496470(NAD 83)
 GR1523_MARKER: DS = TRIANGULATION STATION DISK
 GR1523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1523
 GR1523  HISTORY     - Date     Condition        Report By
 GR1523  HISTORY     - 1948     MONUMENTED       USGS
 GR1523
 GR1523                          STATION DESCRIPTION
 GR1523
 GR1523'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1523'LOCATED ABOUT 4.5 MI NW. OF THE TEMPLE, ABOUT 0.5 MI W. OF LAKE.
 GR1523'ON TOP OF SMALL TOP IN MIDDLE OF PLATEAU, ABOUT 200 FT. ABOVE
 GR1523'HIGH WATER MARK.
 GR1523'
 GR1523'TO REACH NOT GIVEN.
 GR1523'
 GR1523'STATION MARK--STANDARD TABLET STAMPED---A35 1948---, WELDED TO
 GR1523'2-INCH IRON PIPE PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 GR1523'
 GR1523'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0088 ***********************************************************************
 DB0088  DESIGNATION -  A 350
 DB0088  PID         -  DB0088
 DB0088  STATE/COUNTY-  AZ/YUMA
 DB0088  USGS QUAD   -  WELLTON SE (1965)
 DB0088
 DB0088                         *CURRENT SURVEY CONTROL
 DB0088  ___________________________________________________________________
 DB0088* NAD 83(1986)-  32 36 44.     (N)    114 06 39.     (W)     SCALED    
 DB0088* NAVD 88     -       127.17   (+/-2cm)     417.2    (feet)  VERTCON   
 DB0088  ___________________________________________________________________
 DB0088  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DB0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0088
 DB0088.The horizontal coordinates were scaled from a topographic map and have
 DB0088.an estimated accuracy of +/- 6 seconds.
 DB0088
 DB0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0088.The vertical order pertains to the NGVD 29 superseded value.
 DB0088
 DB0088.The geoid height was determined by GEOID03.
 DB0088
 DB0088;                    North         East    Units  Estimated Accuracy
 DB0088;SPC AZ W     -   178,810.      179,490.      MT  (+/- 180 meters Scaled)
 DB0088
 DB0088                          SUPERSEDED SURVEY CONTROL
 DB0088
 DB0088  NGVD 29 (??/??/??)  126.512  (m)          415.06   (f) ADJUSTED    2 0
 DB0088
 DB0088.Superseded values are not recommended for survey control.
 DB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0088.See file dsdata.txt to determine how the superseded data were derived.
 DB0088
 DB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS711119(NAD 83)
 DB0088_MARKER: DB = BENCH MARK DISK
 DB0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0088_STAMPING: A 350 1961
 DB0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0088+STABILITY: SURFACE MOTION
 DB0088
 DB0088  HISTORY     - Date     Condition        Report By
 DB0088  HISTORY     - 1961     MONUMENTED       CGS
 DB0088  HISTORY     - 1962     GOOD             NGS
 DB0088
 DB0088                          STATION DESCRIPTION
 DB0088
 DB0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0088'5.8 MI SE FROM WELLTON.
 DB0088'ABOUT 0.2 MILES WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0088'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0088'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0088'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0088'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 2.15 MILES SOUTHEAST
 DB0088'ALONG A DIM TRAIL ROAD, 2.0 MILES SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0088'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 8,
 DB0088'1.7 MILES NORTHWEST OF A WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DB0088'16 FEET AND IS NUMBER 7, 30 FEET NORTHEAST OF THE CENTER LINE
 DB0088'OF THE TRAIL ROAD, 3.0 FEET NORTHEAST OF A METAL WITNESS POST,
 DB0088'ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE
 DB0088'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0975 ***********************************************************************
 DA0975  DESIGNATION -  A 351
 DA0975  PID         -  DA0975
 DA0975  STATE/COUNTY-  AZ/YUMA
 DA0975  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0975
 DA0975                         *CURRENT SURVEY CONTROL
 DA0975  ___________________________________________________________________
 DA0975* NAD 83(1992)-  32 26 28.93992(N)    113 40 30.15837(W)     ADJUSTED  
 DA0975* NAVD 88     -       219.27   (+/-2cm)     719.4    (feet)  VERTCON   
 DA0975  ___________________________________________________________________
 DA0975  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DA0975  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DA0975  HORZ ORDER  -  THIRD
 DA0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0975
 DA0975.The horizontal coordinates were established by classical geodetic methods
 DA0975.and adjusted by the National Geodetic Survey in August 1993.
 DA0975
 DA0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0975.The vertical order pertains to the NGVD 29 superseded value.
 DA0975
 DA0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0975
 DA0975.The geoid height was determined by GEOID03.
 DA0975
 DA0975;                    North         East     Units Scale Factor Converg.
 DA0975;SPC AZ W     -   159,813.993   220,408.220   MT  0.99993395   +0 02 24.8
 DA0975;SPC AZ W     -   524,324.12    723,124.08   iFT  0.99993395   +0 02 24.8
 DA0975;UTM  12      - 3,592,510.946   248,506.612   MT  1.00038002   -1 26 08.7
 DA0975
 DA0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0975!SPC AZ W     -   0.99997073  x   0.99993395  =   0.99990469
 DA0975!UTM  12      -   0.99997073  x   1.00038002  =   1.00035074
 DA0975
 DA0975:                Primary Azimuth Mark                     Grid Az
 DA0975:SPC AZ W     -  SWEET                                    239 00 31.0
 DA0975:UTM  12      -  SWEET                                    240 29 04.5
 DA0975
 DA0975|---------------------------------------------------------------------|
 DA0975| PID    Reference Object                     Distance      Geod. Az  |
 DA0975|                                                           dddmmss.s |
 DA0975| DA1308 SWEET                               APPROX.10.9 KM 2390255.8 |
 DA0975|---------------------------------------------------------------------|
 DA0975
 DA0975                          SUPERSEDED SURVEY CONTROL
 DA0975
 DA0975  NAD 83(1986)-  32 26 28.92569(N)    113 40 30.17446(W) AD(       ) 3
 DA0975  NGVD 29 (??/??/92)  218.623  (m)          717.27   (f) ADJ UNCH    2 0
 DA0975
 DA0975.Superseded values are not recommended for survey control.
 DA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0975.See file dsdata.txt to determine how the superseded data were derived.
 DA0975
 DA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4850792511(NAD 83)
 DA0975_MARKER: DB = BENCH MARK DISK
 DA0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0975_STAMPING: A 351 1962
 DA0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0975+STABILITY: SURFACE MOTION
 DA0975
 DA0975  HISTORY     - Date     Condition        Report By
 DA0975  HISTORY     - 1962     MONUMENTED       CGS
 DA0975  HISTORY     - 1962     GOOD             CGS
 DA0975
 DA0975                          STATION DESCRIPTION
 DA0975
 DA0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0975'FIELD WORK DONE BY AMS.  DESCRIBED IN NGS LEVEL LINE AS FOLLOWS.
 DA0975'
 DA0975'ABOUT 6.0 MI E. ALONG U.S. HWY. 80 FROM POST OFFICE AT TACNA,
 DA0975'THENCE 16.4 MI SE. ALONG TRAIL RD., THENCE 6.15 MI SSW. ALONG
 DA0975'TRAIL RD. TO TULE WELL.  19.6 MI NE. ALONG TRAIL RD. FROM FISH AND
 DA0975'GAME COMMISSION SHELTER AT TULE WELL, 1.2 MI N. OF 4X4-INCH WHITE
 DA0975'WOODEN REFERENCE POST PROJECTING 16 FT AND NUMBERED 2.  52 FT NE.
 DA0975'OF CENTERLINE OF RD., 1.5 FT NE. OF METAL WITNESS POST, ABOUT 1
 DA0975'FT ABOVE LEVEL OF RD.
 DA0975'
 DA0975'STATION MARK--NGS BM DISK STAMPED---A 351 1962---, IN TOP OF
 DA0975'CONCRETE POST PROJECTING 5 INCHES.
 DA0975
 DA0975                          STATION RECOVERY (1962)
 DA0975
 DA0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DA0975'28.55 MI SE FROM TACNA.
 DA0975'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0975'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 6.15
 DA0975'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL.  OR
 DA0975'19.6 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0975'COMMISSION SHELTER AT TULE WELL.  1.2 MILES NORTH OF A 4X4-INCH WHITE
 DA0975'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2, 52
 DA0975'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 DA0975'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 DA0975'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0795 ***********************************************************************
 DA0795  DESIGNATION -  A 352
 DA0795  PID         -  DA0795
 DA0795  STATE/COUNTY-  AZ/YUMA
 DA0795  USGS QUAD   -  AGUILA MOUNTAINS SW (1990)
 DA0795
 DA0795                         *CURRENT SURVEY CONTROL
 DA0795  ___________________________________________________________________
 DA0795* NAD 83(1986)-  32 30 54.     (N)    113 22 33.     (W)     SCALED    
 DA0795* NAVD 88     -       180.77   (+/-2cm)     593.1    (feet)  VERTCON   
 DA0795  ___________________________________________________________________
 DA0795  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0795
 DA0795.The horizontal coordinates were scaled from a topographic map and have
 DA0795.an estimated accuracy of +/- 6 seconds.
 DA0795
 DA0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0795.The vertical order pertains to the NGVD 29 superseded value.
 DA0795
 DA0795.The geoid height was determined by GEOID03.
 DA0795
 DA0795;                    North         East    Units  Estimated Accuracy
 DA0795;SPC AZ W     -   168,040.      248,520.      MT  (+/- 180 meters Scaled)
 DA0795
 DA0795                          SUPERSEDED SURVEY CONTROL
 DA0795
 DA0795  NGVD 29 (??/??/92)  180.151  (m)          591.05   (f) ADJ UNCH    2 0
 DA0795
 DA0795.Superseded values are not recommended for survey control.
 DA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0795.See file dsdata.txt to determine how the superseded data were derived.
 DA0795
 DA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB768000(NAD 83)
 DA0795_MARKER: DB = BENCH MARK DISK
 DA0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0795_STAMPING: A 352 1961
 DA0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0795+STABILITY: SURFACE MOTION
 DA0795
 DA0795  HISTORY     - Date     Condition        Report By
 DA0795  HISTORY     - 1961     MONUMENTED       CGS
 DA0795  HISTORY     - 1962     GOOD             NGS
 DA0795
 DA0795                          STATION DESCRIPTION
 DA0795
 DA0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0795'8.4 MI NW FROM TONY TANK.
 DA0795'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0795'TONY TANK.  THENCE 6.7 MILES SOUTHWEST ALONG A TRAIL ROAD, 4.7 MILES
 DA0795'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0795'FEET AND IS NUMBERED 38, 1.6 MILES GENERALLY SOUTHWESTERLY DIRECTION
 DA0795'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0795'IS NUMBERED 37, 0.1 MILE WEST OF AND ACROSS THE TRAIL ROAD FROM TWO
 DA0795'LONE MESQUITE TREES, 52 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL
 DA0795'ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 DA0795'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0861 ***********************************************************************
 DA0861  DESIGNATION -  A 353
 DA0861  PID         -  DA0861
 DA0861  STATE/COUNTY-  AZ/PIMA
 DA0861  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0861
 DA0861                         *CURRENT SURVEY CONTROL
 DA0861  ___________________________________________________________________
 DA0861* NAD 83(1986)-  32 28 40.     (N)    113 14 27.     (W)     SCALED    
 DA0861* NAVD 88     -       212.33   (+/-2cm)     696.6    (feet)  VERTCON   
 DA0861  ___________________________________________________________________
 DA0861  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DA0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0861
 DA0861.The horizontal coordinates were scaled from a topographic map and have
 DA0861.an estimated accuracy of +/- 6 seconds.
 DA0861
 DA0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0861.The vertical order pertains to the NGVD 29 superseded value.
 DA0861
 DA0861.The geoid height was determined by GEOID03.
 DA0861
 DA0861;                    North         East    Units  Estimated Accuracy
 DA0861;SPC AZ C     -   164,620.       88,900.      MT  (+/- 180 meters Scaled)
 DA0861
 DA0861                          SUPERSEDED SURVEY CONTROL
 DA0861
 DA0861  NGVD 29 (??/??/92)  211.698  (m)          694.55   (f) ADJ UNCH    2 0
 DA0861
 DA0861.Superseded values are not recommended for survey control.
 DA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0861.See file dsdata.txt to determine how the superseded data were derived.
 DA0861
 DA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA894956(NAD 83)
 DA0861_MARKER: DB = BENCH MARK DISK
 DA0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0861_SP_SET: 13 FT.
 DA0861_STAMPING: A 353 1961
 DA0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0861
 DA0861  HISTORY     - Date     Condition        Report By
 DA0861  HISTORY     - 1961     MONUMENTED       CGS
 DA0861  HISTORY     - 1962     GOOD             NGS
 DA0861
 DA0861                          STATION DESCRIPTION
 DA0861
 DA0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0861'2.65 MI SE FROM TONY TANK.
 DA0861'ABOUT 2.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0861'TANK AT TONY TANK, 0.5 MILE WEST-NORTHWEST OF A 4X4-INCHE WHITE WOODEN
 DA0861'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 43, NEAR THE
 DA0861'CENTER OF A BARREN AREA, 26 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 DA0861'ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0861'ROAD, CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 DA0861'DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE
 DA0861'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0183 ***********************************************************************
 DB0183  DESIGNATION -  A 353
 DB0183  PID         -  DB0183
 DB0183  STATE/COUNTY-  AZ/YUMA
 DB0183  USGS QUAD   -  LIGURTA (1965)
 DB0183
 DB0183                         *CURRENT SURVEY CONTROL
 DB0183  ___________________________________________________________________
 DB0183* NAD 83(1986)-  32 39 36.     (N)    114 21 29.     (W)     SCALED    
 DB0183* NAVD 88     -       160.549  (meters)     526.73   (feet)  ADJUSTED  
 DB0183  ___________________________________________________________________
 DB0183  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DB0183  DYNAMIC HT  -         160.364 (meters)     526.13  (feet)  COMP
 DB0183  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 DB0183
 DB0183  VERT ORDER  -  FIRST     CLASS II
 DB0183
 DB0183.The horizontal coordinates were scaled from a topographic map and have
 DB0183.an estimated accuracy of +/- 6 seconds.
 DB0183
 DB0183.The orthometric height was determined by differential leveling
 DB0183.and adjusted in June 1991.
 DB0183
 DB0183.The geoid height was determined by GEOID03.
 DB0183
 DB0183.The dynamic height is computed by dividing the NAVD 88
 DB0183.geopotential number by the normal gravity value computed on the
 DB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0183.degrees latitude (g = 980.6199 gals.).
 DB0183
 DB0183.The modeled gravity was interpolated from observed gravity values.
 DB0183
 DB0183;                    North         East    Units  Estimated Accuracy
 DB0183;SPC AZ W     -   184,220.      156,320.      MT  (+/- 180 meters Scaled)
 DB0183
 DB0183                          SUPERSEDED SURVEY CONTROL
 DB0183
 DB0183  NGVD 29 (??/??/??)  159.888  (m)          524.57   (f) ADJUSTED    1 2
 DB0183
 DB0183.Superseded values are not recommended for survey control.
 DB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0183.See file dsdata.txt to determine how the superseded data were derived.
 DB0183
 DB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS477166(NAD 83)
 DB0183_MARKER: DB = BENCH MARK DISK
 DB0183_SETTING: 66 = SET IN ROCK OUTCROP
 DB0183_SP_SET: BEDROCK
 DB0183_STAMPING: A 353 1960
 DB0183_MARK LOGO: CGS   
 DB0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0183+STABILITY: POSITION/ELEVATION WELL
 DB0183
 DB0183  HISTORY     - Date     Condition        Report By
 DB0183  HISTORY     - 1960     MONUMENTED       CGS
 DB0183  HISTORY     - 1967     GOOD             NGS
 DB0183  HISTORY     - 1981     GOOD             NGS
 DB0183  HISTORY     - 1981     GOOD             NGS
 DB0183
 DB0183                          STATION DESCRIPTION
 DB0183
 DB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0183'4.1 MI W FROM LIGURTA.
 DB0183'4.1 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 0.1 MILE EAST OF
 DB0183'HIGHWAY MILE POLE 20, 30 FEET NORTH OF THE CENTERLINE OF THE
 DB0183'HIGHWAY, SET IN A DRILL HOLE IN BEDROCK PROJECTING 10 INCHES.
 DB0183
 DB0183                          STATION RECOVERY (1967)
 DB0183
 DB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0183'RECOVERED IN GOOD CONDITION.
 DB0183
 DB0183                          STATION RECOVERY (1981)
 DB0183
 DB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0183'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0183'4TH AVENUE IN YUMA, THENCE 8.45 KM (5.25 MI) SOUTHEAST ALONG THE EAST-
 DB0183'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.8 KM (0.5 MI) EAST OF
 DB0183'TRIANGULATION STATION BELLT, 0.55 KM (0.35 MI) EAST OF INTERSTATE
 DB0183'MILEPOST 17, SET IN TOP OF A ROCK OUTCROP AT THE SOUTH SIDE AND LOWER
 DB0183'PORTION OF THE SOUTH ONE OF TWO ROCK CUTS IN THE CENTER MEDIAN OF THE
 DB0183'INTERSTATE, 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF THE EAST-BOUND
 DB0183'LANES OF THE INTERSTATE, 18.6 M (61.0 FT) WEST OF THE EAST END OF
 DB0183'THE CUT, 15.8 M (52.0 FT) EAST OF THE WEST END OF THE CUT, 2.1 M
 DB0183'(7.0 FT) NORTH OF A METAL GUARDRAIL.
 DB0183'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
 DB0183
 DB0183                          STATION RECOVERY (1981)
 DB0183
 DB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0183'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0183'4TH AVENUE IN YUMA, THENCE 8.45 KM (5.25 MI) SOUTHEAST ALONG THE EAST-
 DB0183'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.8 KM (0.5 MI) EAST OF
 DB0183'TRIANGULATION STATION BELLT, 0.55 KM (0.35 MI) EAST OF INTERSTATE
 DB0183'MILEPOST 17, SET IN TOP OF A ROCK OUTCROP AT THE SOUTH SIDE AND LOWER
 DB0183'PORTION OF THE SOUTH ONE OF TWO ROCK CUTS IN THE CENTER MEDIAN OF THE
 DB0183'INTERSTATE, 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF THE EAST-BOUND
 DB0183'LANES OF THE INTERSTATE, 18.6 M (61.0 FT) WEST OF THE EAST END OF
 DB0183'THE CUT, 15.8 M (52.0 FT) EAST OF THE WEST END OF THE CUT, 2.1 M
 DB0183'(7.0 FT) NORTH OF A METAL GUARDRAIL.
 DB0183'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0810 ***********************************************************************
 DA0810  DESIGNATION -  A 354
 DA0810  PID         -  DA0810
 DA0810  STATE/COUNTY-  AZ/MARICOPA
 DA0810  USGS QUAD   -  AZTEC SE (1982)
 DA0810
 DA0810                         *CURRENT SURVEY CONTROL
 DA0810  ___________________________________________________________________
 DA0810* NAD 83(1986)-  32 50 59.     (N)    113 15 52.     (W)     SCALED    
 DA0810* NAVD 88     -       188.016  (meters)     616.85   (feet)  ADJUSTED  
 DA0810  ___________________________________________________________________
 DA0810  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DA0810  DYNAMIC HT  -         187.798 (meters)     616.13  (feet)  COMP
 DA0810  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DA0810
 DA0810  VERT ORDER  -  FIRST     CLASS II
 DA0810
 DA0810.The horizontal coordinates were scaled from a topographic map and have
 DA0810.an estimated accuracy of +/- 6 seconds.
 DA0810
 DA0810.The orthometric height was determined by differential leveling
 DA0810.and adjusted in June 1991.
 DA0810
 DA0810.The geoid height was determined by GEOID03.
 DA0810
 DA0810.The dynamic height is computed by dividing the NAVD 88
 DA0810.geopotential number by the normal gravity value computed on the
 DA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0810.degrees latitude (g = 980.6199 gals.).
 DA0810
 DA0810.The modeled gravity was interpolated from observed gravity values.
 DA0810
 DA0810;                    North         East    Units  Estimated Accuracy
 DA0810;SPC AZ C     -   205,890.       87,200.      MT  (+/- 180 meters Scaled)
 DA0810
 DA0810                          SUPERSEDED SURVEY CONTROL
 DA0810
 DA0810  NGVD 29 (??/??/92)  187.414  (m)          614.87   (f) ADJ UNCH    1 2
 DA0810
 DA0810.Superseded values are not recommended for survey control.
 DA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0810.See file dsdata.txt to determine how the superseded data were derived.
 DA0810
 DA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB880369(NAD 83)
 DA0810_MARKER: DB = BENCH MARK DISK
 DA0810_SETTING: 66 = SET IN ROCK OUTCROP
 DA0810_SP_SET: BEDROCK
 DA0810_STAMPING: A 354 1960
 DA0810_MARK LOGO: CGS   
 DA0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0810+STABILITY: POSITION/ELEVATION WELL
 DA0810
 DA0810  HISTORY     - Date     Condition        Report By
 DA0810  HISTORY     - 1960     MONUMENTED       CGS
 DA0810  HISTORY     - 1980     GOOD             NGS
 DA0810  HISTORY     - 1980     GOOD             NGS
 DA0810
 DA0810                          STATION DESCRIPTION
 DA0810
 DA0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0810'2.8 MI W FROM SENTINEL.
 DA0810'2.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0810'37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A
 DA0810'METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN BEDROCK
 DA0810'PROJECTING 3 INCHES AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 DA0810
 DA0810                          STATION RECOVERY (1980)
 DA0810
 DA0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0810'5.05 KM (3.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0810'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, THENCE
 DA0810'0.4 KM (0.25 MI) NORTHWEST ACROSS COUNTRY, AT THE NORTHEAST END OF
 DA0810'THE REST AREA FOR THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8, SET
 DA0810'IN TOP OF A ROCK OUTCROP, 11.3 METERS (37.0 FT) SOUTHEAST OF THE
 DA0810'CENTERLINE OF THE EAST-BOUND LANES, 91.4 METERS (300 FT) SOUTHWEST
 DA0810'OF HIGHWAY MILEPOST 84, 9.1 METERS (30.0 FT) NORTHWEST OF THE
 DA0810'SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0810'THE MARK IS 2.4 METERS  SW FROM A WITNESS POST.
 DA0810'THE MARK IS 2.1 M ABOVE THE EAST-BOUND LANES.
 DA0810
 DA0810                          STATION RECOVERY (1980)
 DA0810
 DA0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0810'5.05 KM (3.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0810'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, THENCE
 DA0810'0.4 KM (0.25 MI) NORTHWEST ACROSS COUNTRY, AT THE NORTHEAST END OF
 DA0810'THE REST AREA FOR THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8, SET
 DA0810'IN TOP OF A ROCK OUTCROP, 11.3 METERS (37.0 FT) SOUTHEAST OF THE
 DA0810'CENTERLINE OF THE EAST-BOUND LANES, 91.4 METERS (300 FT) SOUTHWEST
 DA0810'OF HIGHWAY MILEPOST 84, 9.1 METERS (30.0 FT) NORTHWEST OF THE
 DA0810'SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0810'THE MARK IS 2.4 METERS  SW FROM A WITNESS POST.
 DA0810'THE MARK IS 2.1 M ABOVE THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0987 ***********************************************************************
 DA0987  DESIGNATION -  A 355
 DA0987  PID         -  DA0987
 DA0987  STATE/COUNTY-  AZ/YUMA
 DA0987  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0987
 DA0987                         *CURRENT SURVEY CONTROL
 DA0987  ___________________________________________________________________
 DA0987* NAD 83(1986)-  32 16 38.     (N)    113 41 37.     (W)     SCALED    
 DA0987* NAVD 88     -       305.88   (+/-2cm)    1003.5    (feet)  VERTCON   
 DA0987  ___________________________________________________________________
 DA0987  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DA0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0987
 DA0987.The horizontal coordinates were scaled from a topographic map and have
 DA0987.an estimated accuracy of +/- 6 seconds.
 DA0987
 DA0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0987.The vertical order pertains to the NGVD 29 superseded value.
 DA0987
 DA0987.The geoid height was determined by GEOID03.
 DA0987
 DA0987;                    North         East    Units  Estimated Accuracy
 DA0987;SPC AZ W     -   141,610.      218,670.      MT  (+/- 180 meters Scaled)
 DA0987
 DA0987                          SUPERSEDED SURVEY CONTROL
 DA0987
 DA0987  NGVD 29 (??/??/92)  305.189  (m)         1001.27   (f) ADJ UNCH    2 0
 DA0987
 DA0987.Superseded values are not recommended for survey control.
 DA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0987.See file dsdata.txt to determine how the superseded data were derived.
 DA0987
 DA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA463743(NAD 83)
 DA0987_MARKER: DB = BENCH MARK DISK
 DA0987_SETTING: 66 = SET IN ROCK OUTCROP
 DA0987_SP_SET: ROCK OUTCROP
 DA0987_STAMPING: A 355 1962
 DA0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0987+STABILITY: POSITION/ELEVATION WELL
 DA0987
 DA0987  HISTORY     - Date     Condition        Report By
 DA0987  HISTORY     - 1962     MONUMENTED       CGS
 DA0987
 DA0987                          STATION DESCRIPTION
 DA0987
 DA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0987'7.0 MI NE FROM TULE WELL.
 DA0987'ABOUT 7.0 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0987'COMMISSION SHELTER AT TULE WELL.  2.3 MILES IN A GENERAL SOUTHERLY
 DA0987'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0987'16 FEET AND IS NUMBERED 26, 2.5 MILES IN A GENERAL NORTHERLY DIRECTION
 DA0987'FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0987'IS NUMBERED 27, AT CHRISTMAN PASS, 88 FEET EAST OF THE CENTER LINE OF
 DA0987'THE PORTION OF THE ROAD WHICH IS IN THE PASS, 45 FEET SOUTHEAST OF THE
 DA0987'CENTER LINE OF A PORTION OF THE ROAD WHICH SKIRTS THE NORTHWEST SIDE
 DA0987'OF A SHARP GRANITE RIDGE, SET IN THE TOP OF THE WEST END OF A LARGE
 DA0987'SLOPING GRANITE OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 110
 DA0987'FEET SOUTHEAST OF THE CENTER LINE OF A WASH, AND ABOUT 5 1/2 FEET
 DA0987'ABOVE THE PORTION OF THE ROAD WHICH SKIRTS THE NORTHWEST SIDE OF THE
 DA0987'RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0260 ***********************************************************************
 CZ0260  DESIGNATION -  A 355
 CZ0260  PID         -  CZ0260
 CZ0260  STATE/COUNTY-  AZ/PIMA
 CZ0260  USGS QUAD   -  VAIL (1981)
 CZ0260
 CZ0260                         *CURRENT SURVEY CONTROL
 CZ0260  ___________________________________________________________________
 CZ0260* NAD 83(1986)-  32 02 26.     (N)    110 44 29.     (W)     SCALED    
 CZ0260* NAVD 88     -       966.893  (meters)    3172.21   (feet)  ADJUSTED  
 CZ0260  ___________________________________________________________________
 CZ0260  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CZ0260  DYNAMIC HT  -         965.500 (meters)    3167.64  (feet)  COMP
 CZ0260  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 CZ0260  OBS GRAVITY -     979,165.7   (mgal)                       GRAV_OBS
 CZ0260
 CZ0260  VERT ORDER  -  FIRST     CLASS II
 CZ0260
 CZ0260.The horizontal coordinates were scaled from a topographic map and have
 CZ0260.an estimated accuracy of +/- 6 seconds.
 CZ0260
 CZ0260.The orthometric height was determined by differential leveling
 CZ0260.and adjusted in June 1991.
 CZ0260
 CZ0260.The geoid height was determined by GEOID03.
 CZ0260
 CZ0260.The dynamic height is computed by dividing the NAVD 88
 CZ0260.geopotential number by the normal gravity value computed on the
 CZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0260.degrees latitude (g = 980.6199 gals.).
 CZ0260
 CZ0260.The modeled gravity was interpolated from observed gravity values.
 CZ0260.The observed gravity was obtained from relative gravimeter ties
 CZ0260.to the IGSN71 gravity network.
 CZ0260
 CZ0260;                    North         East    Units  Estimated Accuracy
 CZ0260;SPC AZ C     -   115,970.      324,360.      MT  (+/- 180 meters Scaled)
 CZ0260
 CZ0260                          SUPERSEDED SURVEY CONTROL
 CZ0260
 CZ0260  NGVD 29 (??/??/92)  966.179  (m)         3169.87   (f) ADJ UNCH    1 2
 CZ0260
 CZ0260.Superseded values are not recommended for survey control.
 CZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0260.See file dsdata.txt to determine how the superseded data were derived.
 CZ0260
 CZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA244449(NAD 83)
 CZ0260_MARKER: DB = BENCH MARK DISK
 CZ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0260_STAMPING: A 355 1960
 CZ0260_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0260+STABILITY: SURFACE MOTION
 CZ0260
 CZ0260  HISTORY     - Date     Condition        Report By
 CZ0260  HISTORY     - 1960     MONUMENTED       CGS
 CZ0260  HISTORY     - 1979     GOOD             NGS
 CZ0260
 CZ0260                          STATION DESCRIPTION
 CZ0260
 CZ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0260'16.5 MI SE FROM TUCSON.
 CZ0260'16.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0260'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 264, 113 FEET SOUTHWEST OF
 CZ0260'THE MILE POST, 92 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 CZ0260'TRAFFIC LANE, 81 FEET SOUTH OF A PIPE CULVERT, 2 FEET SOUTHWEST OF A
 CZ0260'METAL WITNESS POST, 2 FEET NORTHEAST OF A FENCE, SET IN A SQUARE
 CZ0260'CONCRETE POST PROJECTING 5 INCHES.
 CZ0260
 CZ0260                          STATION RECOVERY (1979)
 CZ0260
 CZ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0260'17.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0260'HIGHWAY 89 INTERCHANGE AT TUCSON, 75 FEET SOUTH OF THE SOUTHWEST END
 CZ0260'OF A 4-FOOT METAL PIPE CULVERT, 92 FEET SOUTHWEST OF THE CENTERLINE
 CZ0260'OF THE EASTBOUND TRAFFIC LANE, 244 FEET WEST OF MILE POST 278 AND 2
 CZ0260'FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0260'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0260'THE MARK IS 4 FT BELOW EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0410 ***********************************************************************
 GR0410  DESIGNATION -  A 356
 GR0410  PID         -  GR0410
 GR0410  STATE/COUNTY-  AZ/MOHAVE
 GR0410  USGS QUAD   -  BONELLI BAY (1983)
 GR0410
 GR0410                         *CURRENT SURVEY CONTROL
 GR0410  ___________________________________________________________________
 GR0410* NAD 83(1986)-  36 04 48.     (N)    114 28 52.     (W)     SCALED    
 GR0410* NAVD 88     -       365.469  (meters)    1199.04   (feet)  POSTED    
 GR0410  ___________________________________________________________________
 GR0410  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR0410  DYNAMIC HT  -         365.110 (meters)    1197.87  (feet)  COMP
 GR0410  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 GR0410
 GR0410  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0410
 GR0410.The horizontal coordinates were scaled from a topographic map and have
 GR0410.an estimated accuracy of +/- 6 seconds.
 GR0410
 GR0410.The orthometric height was determined by differential leveling
 GR0410.and adjusted by the  in 1992.
 GR0410.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0410.rate of 0.0 thru 1.0 mm/km.
 GR0410
 GR0410.The geoid height was determined by GEOID03.
 GR0410
 GR0410.The dynamic height is computed by dividing the NAVD 88
 GR0410.geopotential number by the normal gravity value computed on the
 GR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0410.degrees latitude (g = 980.6199 gals.).
 GR0410
 GR0410.The modeled gravity was interpolated from observed gravity values.
 GR0410
 GR0410;                    North         East    Units  Estimated Accuracy
 GR0410;SPC AZ W     -   563,660.      147,510.      MT  (+/- 180 meters Scaled)
 GR0410
 GR0410                          SUPERSEDED SURVEY CONTROL
 GR0410
 GR0410  NGVD 29 (??/??/92)  364.765  (m)         1196.73   (f) ADJ UNCH    1 2
 GR0410
 GR0410.Superseded values are not recommended for survey control.
 GR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0410.See file dsdata.txt to determine how the superseded data were derived.
 GR0410
 GR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV268957(NAD 83)
 GR0410_MARKER: DB = BENCH MARK DISK
 GR0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0410_STAMPING: A 356 1963
 GR0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0410
 GR0410  HISTORY     - Date     Condition        Report By
 GR0410  HISTORY     - 1963     MONUMENTED       CGS
 GR0410
 GR0410                          STATION DESCRIPTION
 GR0410
 GR0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0410'0.2 MI SE FROM BONELLI LANDING.
 GR0410'0.2 MILE SOUTHEAST ACROSS COUNTRY FROM THE BOAT LANDING AT BONELLI
 GR0410'LANDING, 3.3 MILES NORTH OF THE MOUTH OF DETRITAL WASH, 1.0 MILE NORTH
 GR0410'ACROSS COUNTRY FROM BENCH MARK Z 355, AT THE NORTHEAST END OF A DIM
 GR0410'TRACK ROAD, ON TOP OF THE FIRST LOW RIDGE SOUTHEAST OF THE BOAT
 GR0410'LANDING, 70 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.9 FEET
 GR0410'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND BRAZED ON
 GR0410'THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0841 ***********************************************************************
 EU0841  DESIGNATION -  A 357
 EU0841  PID         -  EU0841
 EU0841  STATE/COUNTY-  AZ/LA PAZ
 EU0841  USGS QUAD   -  GENE WASH (1975)
 EU0841
 EU0841                         *CURRENT SURVEY CONTROL
 EU0841  ___________________________________________________________________
 EU0841* NAD 83(1986)-  34 17 37.     (N)    114 07 44.     (W)     SCALED    
 EU0841* NAVD 88     -       166.66   (+/-2cm)     546.8    (feet)  VERTCON   
 EU0841  ___________________________________________________________________
 EU0841  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0841  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0841
 EU0841.The horizontal coordinates were scaled from a topographic map and have
 EU0841.an estimated accuracy of +/- 6 seconds.
 EU0841
 EU0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0841.The vertical order pertains to the NGVD 29 superseded value.
 EU0841
 EU0841.The geoid height was determined by GEOID03.
 EU0841
 EU0841;                    North         East    Units  Estimated Accuracy
 EU0841;SPC AZ W     -   365,300.      178,480.      MT  (+/- 180 meters Scaled)
 EU0841
 EU0841                          SUPERSEDED SURVEY CONTROL
 EU0841
 EU0841  NGVD 29 (08/15/05)  166.041  (m)          544.75   (f) ADJUSTED    1 1
 EU0841
 EU0841.Superseded values are not recommended for survey control.
 EU0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0841.See file dsdata.txt to determine how the superseded data were derived.
 EU0841
 EU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT642984(NAD 83)
 EU0841_MARKER: DB = BENCH MARK DISK
 EU0841_SETTING: 66 = SET IN ROCK OUTCROP
 EU0841_SP_SET: SET IN ROCK OUTCROP
 EU0841_STAMPING: A 357 1976
 EU0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0841+STABILITY: POSITION/ELEVATION WELL
 EU0841
 EU0841  HISTORY     - Date     Condition        Report By
 EU0841  HISTORY     - 1976     MONUMENTED       NGS
 EU0841
 EU0841                          STATION DESCRIPTION
 EU0841
 EU0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0841'1.45 MI EAST FROM PARKER DAM.
 EU0841'0.15 MILE SOUTHEAST ALONG PARKER DAM ROAD FROM THE CENTER OF PARKER
 EU0841'DAM, THENCE 1.3 MILE EAST ALONG A WINDING GRAVEL ROAD ON THE SOUTH
 EU0841'EDGE OF LAKE HAVASU, AT JUNCTION OF GRAVEL ROAD AND STATE HIGHWAY 95,
 EU0841'78 FT. NORTHWEST OF THE CENTERLINE OF THE T JUNCTION, 66 FT. NORTH OF
 EU0841'THE CENTERLINE OF THE HIGHWAY, 64 FT. WEST OF THE CENTERLINE OF THE
 EU0841'GRAVEL ROAD, IN ROCK OUTCROP FLUSH WITH GROUND AND ON THE SOUTH SLOPE
 EU0841'OF A HILL.
 EU0841'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0168 ***********************************************************************
 CZ0168  DESIGNATION -  A 358
 CZ0168  PID         -  CZ0168
 CZ0168  STATE/COUNTY-  AZ/PIMA
 CZ0168  USGS QUAD   -  TUCSON SW (1992)
 CZ0168
 CZ0168                         *CURRENT SURVEY CONTROL
 CZ0168  ___________________________________________________________________
 CZ0168* NAD 83(1986)-  32 04 06.     (N)    110 59 35.     (W)     SCALED    
 CZ0168* NAVD 88     -       786.37   (+/-2cm)    2579.9    (feet)  VERTCON   
 CZ0168  ___________________________________________________________________
 CZ0168  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0168
 CZ0168.The horizontal coordinates were scaled from a topographic map and have
 CZ0168.an estimated accuracy of +/- 6 seconds.
 CZ0168
 CZ0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0168.The vertical order pertains to the NGVD 29 superseded value.
 CZ0168
 CZ0168.The geoid height was determined by GEOID03.
 CZ0168
 CZ0168;                    North         East    Units  Estimated Accuracy
 CZ0168;SPC AZ C     -   118,820.      300,560.      MT  (+/- 180 meters Scaled)
 CZ0168
 CZ0168                          SUPERSEDED SURVEY CONTROL
 CZ0168
 CZ0168  NGVD 29 (??/??/92)  785.716  (m)         2577.80   (f) ADJ UNCH    2 0
 CZ0168
 CZ0168.Superseded values are not recommended for survey control.
 CZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0168.See file dsdata.txt to determine how the superseded data were derived.
 CZ0168
 CZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA006480(NAD 83)
 CZ0168_MARKER: DB = BENCH MARK DISK
 CZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0168_STAMPING: A 358 1960
 CZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0168+STABILITY: SURFACE MOTION
 CZ0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0168+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0168
 CZ0168  HISTORY     - Date     Condition        Report By
 CZ0168  HISTORY     - 1960     MONUMENTED       CGS
 CZ0168  HISTORY     - 1967     GOOD             USGS
 CZ0168  HISTORY     - 19950115 GOOD             USPSQD
 CZ0168  HISTORY     - 20060315 GOOD             USPSQD
 CZ0168
 CZ0168                          STATION DESCRIPTION
 CZ0168
 CZ0168'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0168'4.2 MI SW FROM TUCSON.
 CZ0168'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA ON
 CZ0168'U.S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE 4.5
 CZ0168'MILES SOUTH ON INTERSTATE HIGHWAY 19, 95 FEET WEST OF THE CENTER OF
 CZ0168'THE WEST LAND OF THE FREEWAY, 2 FEET SOUTHEAST OF WITNESS POST, SET IN
 CZ0168'THE TOP OF A 12 INCH DIAMETER CONCRETE POST PROJECTING 2 INCHES.
 CZ0168
 CZ0168                          STATION RECOVERY (1995)
 CZ0168
 CZ0168'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0168'RECOVERED IN GOOD CONDITION.
 CZ0168
 CZ0168                          STATION RECOVERY (2006)
 CZ0168
 CZ0168'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0173 ***********************************************************************
 GQ0173  DESIGNATION -  A 359
 GQ0173  PID         -  GQ0173
 GQ0173  STATE/COUNTY-  AZ/MOHAVE
 GQ0173  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0173
 GQ0173                         *CURRENT SURVEY CONTROL
 GQ0173  ___________________________________________________________________
 GQ0173* NAD 83(1986)-  36 56 27.     (N)    113 48 49.     (W)     SCALED    
 GQ0173* NAVD 88     -       632.115  (meters)    2073.86   (feet)  POSTED    
 GQ0173  ___________________________________________________________________
 GQ0173  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 GQ0173  DYNAMIC HT  -         631.450 (meters)    2071.68  (feet)  COMP
 GQ0173  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 GQ0173
 GQ0173  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0173
 GQ0173.The horizontal coordinates were scaled from a topographic map and have
 GQ0173.an estimated accuracy of +/- 6 seconds.
 GQ0173
 GQ0173.The orthometric height was determined by differential leveling
 GQ0173.and adjusted by the  in 1992.
 GQ0173.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0173.rate of 1.1 thru 2.0 mm/km.
 GQ0173
 GQ0173.The geoid height was determined by GEOID03.
 GQ0173
 GQ0173.The dynamic height is computed by dividing the NAVD 88
 GQ0173.geopotential number by the normal gravity value computed on the
 GQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0173.degrees latitude (g = 980.6199 gals.).
 GQ0173
 GQ0173.The modeled gravity was interpolated from observed gravity values.
 GQ0173
 GQ0173;                    North         East    Units  Estimated Accuracy
 GQ0173;SPC AZ W     -   658,930.      207,690.      MT  (+/- 180 meters Scaled)
 GQ0173
 GQ0173                          SUPERSEDED SURVEY CONTROL
 GQ0173
 GQ0173  NGVD 29 (??/??/92)  631.317  (m)         2071.25   (f) ADJ UNCH    2 0
 GQ0173
 GQ0173.Superseded values are not recommended for survey control.
 GQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0173.See file dsdata.txt to determine how the superseded data were derived.
 GQ0173
 GQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF494920(NAD 83)
 GQ0173_MARKER: DB = BENCH MARK DISK
 GQ0173_SETTING: 80 = SET IN A BOULDER
 GQ0173_SP_SET: BOULDER
 GQ0173_STAMPING: A 359 1960
 GQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0173+STABILITY: SURFACE MOTION
 GQ0173
 GQ0173  HISTORY     - Date     Condition        Report By
 GQ0173  HISTORY     - 1960     MONUMENTED       CGS
 GQ0173  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0173
 GQ0173                          STATION DESCRIPTION
 GQ0173
 GQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0173'9.3 MI NE FROM LITTLEFIELD.
 GQ0173'0.1 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON A
 GQ0173'BLACKTOP ROAD TO A TRAIL ROAD LEADING NORTHEAST, THENCE 3.5 MILES
 GQ0173'NORTHEAST ON THE TRAIL ROAD THAT GOES ACROSS THE VIRGIN RIVER TO
 GQ0173'TRIANGULATION BEAVER, THENCE 1.1 MILES NORTHEAST TO THE MOUTH OF THE
 GQ0173'GORGE OF THE VIRGIN RIVER, THENCE ABOUT 4.6 MILES NORTHEAST FOLLOWING
 GQ0173'THE RIVER BED TO THE MARK, 140 FEET NORTH OF THE RIVER BANK, CEMENTED
 GQ0173'IN A DRILL HOLE IN A BOULDER THAT HAS A YELLOW B M PAINTED ON IT AND
 GQ0173'IS ABOUT 60 FEET HIGHER THAN THE RIVER BED.
 GQ0173
 GQ0173                          STATION RECOVERY (1982)
 GQ0173
 GQ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0497 ***********************************************************************
 DA0497  DESIGNATION -  A 36
 DA0497  PID         -  DA0497
 DA0497  STATE/COUNTY-  AZ/MARICOPA
 DA0497  USGS QUAD   -  GILA BEND (1973)
 DA0497
 DA0497                         *CURRENT SURVEY CONTROL
 DA0497  ___________________________________________________________________
 DA0497* NAD 83(1986)-  32 55 56.     (N)    112 43 31.     (W)     SCALED    
 DA0497* NAVD 88     -       229.759  (meters)     753.80   (feet)  ADJUSTED  
 DA0497  ___________________________________________________________________
 DA0497  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0497  DYNAMIC HT  -         229.489 (meters)     752.92  (feet)  COMP
 DA0497  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 DA0497
 DA0497  VERT ORDER  -  FIRST     CLASS II
 DA0497
 DA0497.The horizontal coordinates were scaled from a topographic map and have
 DA0497.an estimated accuracy of +/- 6 seconds.
 DA0497
 DA0497.The orthometric height was determined by differential leveling
 DA0497.and adjusted in June 1991.
 DA0497
 DA0497.The geoid height was determined by GEOID03.
 DA0497
 DA0497.The dynamic height is computed by dividing the NAVD 88
 DA0497.geopotential number by the normal gravity value computed on the
 DA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0497.degrees latitude (g = 980.6199 gals.).
 DA0497
 DA0497.The modeled gravity was interpolated from observed gravity values.
 DA0497
 DA0497;                    North         East    Units  Estimated Accuracy
 DA0497;SPC AZ C     -   214,530.      137,740.      MT  (+/- 180 meters Scaled)
 DA0497
 DA0497                          SUPERSEDED SURVEY CONTROL
 DA0497
 DA0497  NGVD 29 (??/??/92)  229.180  (m)          751.90   (f) ADJ UNCH    1 2
 DA0497
 DA0497.Superseded values are not recommended for survey control.
 DA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0497.See file dsdata.txt to determine how the superseded data were derived.
 DA0497
 DA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB386450(NAD 83)
 DA0497_MARKER: DB = BENCH MARK DISK
 DA0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0497_STAMPING: A 36 1933 751.901
 DA0497_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0497+STABILITY: SURFACE MOTION
 DA0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0497+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0497
 DA0497  HISTORY     - Date     Condition        Report By
 DA0497  HISTORY     - 1933     MONUMENTED       CGS
 DA0497  HISTORY     - 1953     GOOD             NGS
 DA0497  HISTORY     - 1980     GOOD             NGS
 DA0497  HISTORY     - 1980     GOOD             NGS
 DA0497  HISTORY     - 1980     GOOD             NGS
 DA0497  HISTORY     - 20060219 GOOD             USPSQD
 DA0497  HISTORY     - 20070603 GOOD             GEOCAC
 DA0497
 DA0497                          STATION DESCRIPTION
 DA0497
 DA0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0497'1.2 MI S FROM GILA BEND.
 DA0497'1.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0497'COMPANY RAILROAD STATION AT GILA BEND, 0.5 MILE SOUTH OF A RAILROAD
 DA0497'CROSSING, 316 FET NORTHWEST OF THE NORTHWEST CORNER OF WOODEN RAILROAD
 DA0497'BRIDGE NO. 16, 95.5 FEET WEST OF THE WEST RAIL OF THE TUCSON, CORNELIA
 DA0497'AND GILA BEND RAILROAD TRACK, 68.5 FEET EAST OF THE CENTER LINE OF THE
 DA0497'HIGHWAY, 69.3 FEET SOUTH OF A TELEPHONE POLE, 3.1 FEET SOUTH OF A
 DA0497'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 DA0497'TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 DA0497
 DA0497                          STATION RECOVERY (1980)
 DA0497
 DA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0497'RECOVERED IN GOOD CONDITION.
 DA0497
 DA0497                          STATION RECOVERY (1980)
 DA0497
 DA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0497'RECOVERED IN GOOD CONDITION.
 DA0497
 DA0497                          STATION RECOVERY (1980)
 DA0497
 DA0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0497'1.7 KM (1.05 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0497'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI)
 DA0497'SOUTHWEST OF AN INTERSTATE HIGHWAY 8 OVERPASS, 96.3 METERS (316 FT)
 DA0497'NORTH OF THE NORTHWEST CORNER OF A WOODEN RAILWAY BRIDGE NUMBER 16,
 DA0497'29.0 METERS (95.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 DA0497'21.0 METERS (69.3 FT) SOUTHWEST OF A TELEPHONE POLE, 20.9 METERS
 DA0497'(68.5 FT) SOUTHEAST OF THE CENTERLINE OF OLD HIGHWAY 8.
 DA0497'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA0497'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0497
 DA0497                          STATION RECOVERY (2006)
 DA0497
 DA0497'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0497'RECOVERED AS DESCRIBED.  WITNESS POST MISSING.
 DA0497
 DA0497                          STATION RECOVERY (2007)
 DA0497
 DA0497'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1524 ***********************************************************************
 GR1524  DESIGNATION -  A 36
 GR1524  PID         -  GR1524
 GR1524  STATE/COUNTY-  AZ/MOHAVE
 GR1524  USGS QUAD   -  THE TEMPLE (1983)
 GR1524
 GR1524                         *CURRENT SURVEY CONTROL
 GR1524  ___________________________________________________________________
 GR1524* NAD 83(1992)-  36 02 44.55716(N)    114 20 04.07540(W)     ADJUSTED  
 GR1524* NAVD 88     -       396.7    (meters)    1302.     (feet)  VERTCON   
 GR1524  ___________________________________________________________________
 GR1524  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GR1524  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1524  HORZ ORDER  -  THIRD
 GR1524
 GR1524.The horizontal coordinates were established by classical geodetic methods
 GR1524.and adjusted by the National Geodetic Survey in August 1993.
 GR1524
 GR1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1524
 GR1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1524
 GR1524.The geoid height was determined by GEOID03.
 GR1524
 GR1524;                    North         East     Units Scale Factor Converg.
 GR1524;SPC AZ W     -   559,761.089   160,696.101   MT  0.99996750   -0 20 38.1
 GR1524;SPC AZ W     - 1,836,486.51    527,218.18   iFT  0.99996750   -0 20 38.1
 GR1524;SPC NV E     - 8,144,463.668   312,529.034   MT  1.00005598   +0 44 05.8
 GR1524;SPC NV E     -26,720,627.88  1,025,355.67   sFT  1.00005598   +0 44 05.8
 GR1524;UTM  11      - 3,992,306.547   740,126.446   MT  1.00031054   +1 34 09.2
 GR1524
 GR1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1524!SPC AZ W     -   0.99994212  x   0.99996750  =   0.99990962
 GR1524!SPC NV E     -   0.99994212  x   1.00005598  =   0.99999810
 GR1524!UTM  11      -   0.99994212  x   1.00031054  =   1.00025264
 GR1524
 GR1524:                Primary Azimuth Mark                     Grid Az
 GR1524:SPC AZ W     -  A 35                                     357 20 39.0
 GR1524:SPC NV E     -  A 35                                     356 15 55.1
 GR1524:UTM  11      -  A 35                                     355 25 51.7
 GR1524
 GR1524|---------------------------------------------------------------------|
 GR1524| PID    Reference Object                     Distance      Geod. Az  |
 GR1524|                                                           dddmmss.s |
 GR1524| GR1523 A 35                                APPROX. 4.2 KM 3570000.9 |
 GR1524|---------------------------------------------------------------------|
 GR1524
 GR1524                          SUPERSEDED SURVEY CONTROL
 GR1524
 GR1524  NAD 83(1986)-  36 02 44.54836(N)    114 20 04.06922(W) AD(       ) 3
 GR1524  NGVD 29 (06/27/88)  396.0    (m)         1299.     (f) VERT ANG    3  
 GR1524
 GR1524.Superseded values are not recommended for survey control.
 GR1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1524.See file dsdata.txt to determine how the superseded data were derived.
 GR1524
 GR1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4012692307(NAD 83)
 GR1524_MARKER: DS = TRIANGULATION STATION DISK
 GR1524_SETTING: 80 = SET IN A BOULDER
 GR1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1524+STABILITY: SURFACE MOTION
 GR1524
 GR1524  HISTORY     - Date     Condition        Report By
 GR1524  HISTORY     - 1948     MONUMENTED       USGS
 GR1524
 GR1524                          STATION DESCRIPTION
 GR1524
 GR1524'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1524'LOCATED ABOUT 3.6 MI W. OF THE TEMPLE.  ON TOP OF ISLAND AT
 GR1524'NORTHWEST SIDE OF TEMPLE BAR WASH, ABOUT 70 FT. ABOVE HIGH WATER
 GR1524'MARK.
 GR1524'
 GR1524'TO REACH NOT GIVEN.
 GR1524'
 GR1524'STATION MARK--STANDARD TABLET STAMPED---A36 1948---, CEMENTED IN
 GR1524'TOP OF BOULDER IN PLACE.
 GR1524'
 GR1524'RMS--NONE SET.
 GR1524'
 GR1524'NOTE--FAIRCHILD STATION DESIGNATED AS F141, 12.20 FT. NNW. OF
 GR1524'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0609 ***********************************************************************
 DA0609  DESIGNATION -  A 360
 DA0609  PID         -  DA0609
 DA0609  STATE/COUNTY-  AZ/MARICOPA
 DA0609  USGS QUAD   -  GILA BEND (1973)
 DA0609
 DA0609                         *CURRENT SURVEY CONTROL
 DA0609  ___________________________________________________________________
 DA0609* NAD 83(2007)-  32 57 14.36437(N)    112 40 18.33532(W)     ADJUSTED  
 DA0609* NAVD 88     -       242.514  (meters)     795.65   (feet)  ADJUSTED  
 DA0609  ___________________________________________________________________
 DA0609  EPOCH DATE  -        2007.00
 DA0609  X           -  -2,065,028.075 (meters)                     COMP
 DA0609  Y           -  -4,943,451.095 (meters)                     COMP
 DA0609  Z           -   3,449,792.929 (meters)                     COMP
 DA0609  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DA0609  ELLIP HEIGHT-         211.179 (meters)          (09/24/08) ADJUSTED
 DA0609  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0609  DYNAMIC HT  -         242.225 (meters)     794.70  (feet)  COMP
 DA0609  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 DA0609
 DA0609  HORZ ORDER  -  A
 DA0609  VERT ORDER  -  FIRST     CLASS II
 DA0609  ELLP ORDER  -  SECOND    CLASS I
 DA0609
 DA0609.The horizontal coordinates were established by GPS observations
 DA0609.and adjusted by the National Geodetic Survey in September 2008.
 DA0609
 DA0609.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0609.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0609.The horizontal coordinates are valid at the epoch date displayed above.
 DA0609.The epoch date for horizontal control is a decimal equivalence
 DA0609.of Year/Month/Day.
 DA0609
 DA0609.The orthometric height was determined by differential leveling
 DA0609.and adjusted in June 1991.
 DA0609
 DA0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0609
 DA0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0609
 DA0609.The ellipsoidal height was determined by GPS observations
 DA0609.and is referenced to NAD 83.
 DA0609
 DA0609.The geoid height was determined by GEOID03.
 DA0609
 DA0609.The dynamic height is computed by dividing the NAVD 88
 DA0609.geopotential number by the normal gravity value computed on the
 DA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0609.degrees latitude (g = 980.6199 gals.).
 DA0609
 DA0609.The modeled gravity was interpolated from observed gravity values.
 DA0609
 DA0609;                    North         East     Units Scale Factor Converg.
 DA0609;SPC AZ C     -   216,902.424   142,763.734   MT  0.99996143   -0 24 38.7
 DA0609;SPC AZ C     -   711,622.13    468,384.95   iFT  0.99996143   -0 24 38.7
 DA0609;UTM  12      - 3,647,426.560   343,741.035   MT  0.99990107   -0 54 34.4
 DA0609
 DA0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0609!SPC AZ C     -   0.99996685  x   0.99996143  =   0.99992828
 DA0609!UTM  12      -   0.99996685  x   0.99990107  =   0.99986792
 DA0609
 DA0609                          SUPERSEDED SURVEY CONTROL
 DA0609
 DA0609  NAVD 88 (09/24/08)  242.51   (m)          795.6    (f) LEVELING    3  
 DA0609  NGVD 29 (??/??/92)  241.898  (m)          793.63   (f) ADJ UNCH    1 2
 DA0609
 DA0609.Superseded values are not recommended for survey control.
 DA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0609.See file dsdata.txt to determine how the superseded data were derived.
 DA0609
 DA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4374147427(NAD 83)
 DA0609_MARKER: DB = BENCH MARK DISK
 DA0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0609_SP_SET: 16 FT.
 DA0609_STAMPING: A 360 1967
 DA0609_MARK LOGO: CGS   
 DA0609_PROJECTION: PROJECTING 12 CENTIMETERS
 DA0609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DA0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0609+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0609
 DA0609  HISTORY     - Date     Condition        Report By
 DA0609  HISTORY     - 1967     MONUMENTED       CGS
 DA0609  HISTORY     - 1980     GOOD             NGS
 DA0609  HISTORY     - 1980     GOOD             NGS
 DA0609  HISTORY     - 19941202 GOOD             USPSQD
 DA0609  HISTORY     - 20060116 GOOD             NGS
 DA0609  HISTORY     - 20070603 GOOD             GEOCAC
 DA0609
 DA0609                          STATION DESCRIPTION
 DA0609
 DA0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0609'2.7 MI E FROM GILA BEND.
 DA0609'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0609'GILA BEND, IN S 33, T 5 S, R 4 W, 11 1/2 RAILS WEST OF A SMALL WOODEN
 DA0609'RAILROAD TRESTLE, 38 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 DA0609'96 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 15 FEET NORTH OF
 DA0609'THE CENTER LINE OF A TRACK ROAD, 14 FEET WEST OF TELEPHONE POLE 31-M,
 DA0609'IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET EAST OF A METAL
 DA0609'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE
 DA0609'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 DA0609'FEET AND ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 DA0609
 DA0609                          STATION RECOVERY (1980)
 DA0609
 DA0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0609'RECOVERED IN GOOD CONDITION.
 DA0609
 DA0609                          STATION RECOVERY (1980)
 DA0609
 DA0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0609'RECOVERED IN GOOD CONDITION.
 DA0609
 DA0609                          STATION RECOVERY (1994)
 DA0609
 DA0609'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0609'RECOVERED IN GOOD CONDITION.
 DA0609
 DA0609                          STATION RECOVERY (2006)
 DA0609
 DA0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DA0609'RECOVERED AS DESCRIBED.  STATION CAN BE ACCESSED THROUGH A RANCHERS
 DA0609'GATE IN RIGHT OF WAY FENCE THAT IS 0.35 MI (0.6 KM) WEST OF STATION OR
 DA0609'0.95 MI (1.5 KM) EAST FROM STATE HIGHWAY 85.  AN ALTERNATIVE ROUTE
 DA0609'THROUGH THE RIGHT OF WAY FENCE IS A GATE 0.63 MI (1.0 KM) EAST FROM
 DA0609'STATE HIGHWAY 85 AT A CATTLE GUARD ACROSS PAVED ROAD (MARICOPA ROAD).
 DA0609'TURN OFF PAVEMENT TO RIGHT (SOUTH) TOWARD RAILROAD TRACKS AND THEN
 DA0609'FOLLOW RAILROAD EAST 0.67 MI (1.1 KM) TO THE STATION ON LEFT.
 DA0609
 DA0609                          STATION RECOVERY (2007)
 DA0609
 DA0609'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0696 ***********************************************************************
 DA0696  HT_MOD      -  This is a Height Modernization Survey Station.
 DA0696  DESIGNATION -  A 361
 DA0696  PID         -  DA0696
 DA0696  STATE/COUNTY-  AZ/MARICOPA
 DA0696  USGS QUAD   -  GILA BEND (1973)
 DA0696
 DA0696                         *CURRENT SURVEY CONTROL
 DA0696  ___________________________________________________________________
 DA0696* NAD 83(2007)-  32 57 54.92716(N)    112 41 20.68729(W)     ADJUSTED  
 DA0696* NAVD 88     -       225.18   (meters)     738.8    (feet)  GPS OBS   
 DA0696  ___________________________________________________________________
 DA0696  EPOCH DATE  -        2007.00
 DA0696  X           -  -2,066,254.486 (meters)                     COMP
 DA0696  Y           -  -4,942,185.960 (meters)                     COMP
 DA0696  Z           -   3,450,832.015 (meters)                     COMP
 DA0696  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DA0696  ELLIP HEIGHT-         193.844 (meters)          (09/24/08) ADJUSTED
 DA0696  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0696  HORZ ORDER  -  A
 DA0696  ELLP ORDER  -  SECOND    CLASS I
 DA0696
 DA0696.The horizontal coordinates were established by GPS observations
 DA0696.and adjusted by the National Geodetic Survey in September 2008.
 DA0696
 DA0696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0696.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0696.The horizontal coordinates are valid at the epoch date displayed above.
 DA0696.The epoch date for horizontal control is a decimal equivalence
 DA0696.of Year/Month/Day.
 DA0696
 DA0696.The orthometric height was determined by GPS observations and a
 DA0696.high-resolution geoid model.
 DA0696.The orthometric height was determined by GPS observations and a
 DA0696.high-resolution geoid model using precise GPS observation and
 DA0696.processing techniques. It supersedes the leveled height previously
 DA0696.determined for this station.
 DA0696
 DA0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0696
 DA0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0696
 DA0696.The ellipsoidal height was determined by GPS observations
 DA0696.and is referenced to NAD 83.
 DA0696
 DA0696.The geoid height was determined by GEOID03.
 DA0696
 DA0696;                    North         East     Units Scale Factor Converg.
 DA0696;SPC AZ C     -   218,163.690   141,153.554   MT  0.99996427   -0 25 13.1
 DA0696;SPC AZ C     -   715,760.14    463,102.21   iFT  0.99996427   -0 25 13.1
 DA0696;UTM  12      - 3,648,701.723   342,141.991   MT  0.99990726   -0 55 09.4
 DA0696
 DA0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0696!SPC AZ C     -   0.99996957  x   0.99996427  =   0.99993384
 DA0696!UTM  12      -   0.99996957  x   0.99990726  =   0.99987683
 DA0696
 DA0696                          SUPERSEDED SURVEY CONTROL
 DA0696
 DA0696  NAVD 88 (06/15/91)  225.215  (m)          738.89   (f) ADJUSTED    1 2
 DA0696  NGVD 29 (??/??/92)  224.622  (m)          736.95   (f) ADJ UNCH    1 2
 DA0696
 DA0696.Superseded values are not recommended for survey control.
 DA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0696.See file dsdata.txt to determine how the superseded data were derived.
 DA0696
 DA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4214248702(NAD 83)
 DA0696_MARKER: DB = BENCH MARK DISK
 DA0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0696_SP_SET: 8 FT.
 DA0696_STAMPING: A 361 1967
 DA0696_MARK LOGO: CGS   
 DA0696_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DA0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0696+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 DA0696
 DA0696  HISTORY     - Date     Condition        Report By
 DA0696  HISTORY     - 1967     MONUMENTED       CGS
 DA0696  HISTORY     - 1980     GOOD             NGS
 DA0696  HISTORY     - 1980     GOOD             NGS
 DA0696  HISTORY     - 1981     GOOD             NGS
 DA0696  HISTORY     - 19941202 GOOD             USPSQD
 DA0696  HISTORY     - 20060116 GOOD             NGS
 DA0696  HISTORY     - 20060128 GOOD             USPSQD
 DA0696  HISTORY     - 20060128 GOOD             USPSQD
 DA0696  HISTORY     - 20060219 GOOD             USPSQD
 DA0696  HISTORY     - 20070417 GOOD             GEOCAC
 DA0696  HISTORY     - 20081129 GOOD             GEOCAC
 DA0696
 DA0696                          STATION DESCRIPTION
 DA0696
 DA0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0696'2.1 MI NE FROM GILA BEND.
 DA0696'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0696'GILA BEND, THENCE 1.25 MILES NORTHEAST ALONG THE ARLINGTON-HASSAYAMPA
 DA0696'ROAD, WHICH IS OLD U. S. HIGHWAY 80, IN SECTION 29, T 5 S, R 4 W, 51
 DA0696'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTHEAST OF
 DA0696'THE CENTER LINE OF A PRIVATE DRIVEWAY, 27 FEET NORTHEAST OF A FENCE
 DA0696'CORNER, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.2 FEET SOUTHWEST OF A METAL
 DA0696'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DA0696'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH
 DA0696'PROJECTS 10 INCHES.
 DA0696
 DA0696                          STATION RECOVERY (1980)
 DA0696
 DA0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (1980)
 DA0696
 DA0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (1981)
 DA0696
 DA0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (1994)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (2006)
 DA0696
 DA0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DA0696'RECOVERED AS DESCRIBED.
 DA0696
 DA0696                          STATION RECOVERY (2006)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0696'RECOVERED AS DESCRIBED.
 DA0696
 DA0696                          STATION RECOVERY (2006)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0696'RECOVERED AS DESCRIBED.
 DA0696
 DA0696                          STATION RECOVERY (2006)
 DA0696
 DA0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0696'RECOVERED AS DESCRIBED.
 DA0696
 DA0696                          STATION RECOVERY (2007)
 DA0696
 DA0696'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0696'RECOVERED IN GOOD CONDITION.
 DA0696
 DA0696                          STATION RECOVERY (2008)
 DA0696
 DA0696'RECOVERY NOTE BY GEOCACHING 2008 (MDS)
 DA0696'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0777 ***********************************************************************
 DV0777  DESIGNATION -  A 362
 DV0777  PID         -  DV0777
 DV0777  STATE/COUNTY-  AZ/MARICOPA
 DV0777  USGS QUAD   -  WINTERSBURG (1984)
 DV0777
 DV0777                         *CURRENT SURVEY CONTROL
 DV0777  ___________________________________________________________________
 DV0777* NAD 83(1986)-  33 22 51.     (N)    112 46 41.     (W)     SCALED    
 DV0777* NAVD 88     -       282.40   (+/-2cm)     926.5    (feet)  VERTCON   
 DV0777  ___________________________________________________________________
 DV0777  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0777  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0777
 DV0777.The horizontal coordinates were scaled from a topographic map and have
 DV0777.an estimated accuracy of +/- 6 seconds.
 DV0777
 DV0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0777.The vertical order pertains to the NGVD 29 superseded value.
 DV0777
 DV0777.The geoid height was determined by GEOID03.
 DV0777
 DV0777;                    North         East    Units  Estimated Accuracy
 DV0777;SPC AZ C     -   264,320.      133,220.      MT  (+/- 180 meters Scaled)
 DV0777
 DV0777                          SUPERSEDED SURVEY CONTROL
 DV0777
 DV0777  NGVD 29 (??/??/92)  281.770  (m)          924.44   (f) ADJ UNCH    1 2
 DV0777
 DV0777.Superseded values are not recommended for survey control.
 DV0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0777.See file dsdata.txt to determine how the superseded data were derived.
 DV0777
 DV0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB346949(NAD 83)
 DV0777_MARKER: DB = BENCH MARK DISK
 DV0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0777_STAMPING: A 362 1967
 DV0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0777+STABILITY: SURFACE MOTION
 DV0777
 DV0777  HISTORY     - Date     Condition        Report By
 DV0777  HISTORY     - 1967     MONUMENTED       CGS
 DV0777  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0777  HISTORY     - 1983     MARK NOT FOUND   USGS
 DV0777
 DV0777                          STATION DESCRIPTION
 DV0777
 DV0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0777'3.8 MI NW FROM HASSAYAMPA.
 DV0777'3.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0777'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 33, T 1 N, R 5 W,
 DV0777'0.2 MILE SOUTHEAST OF A CURVE IN THE ROAD, 119 FEET NORTHEAST OF THE
 DV0777'CENTER LINE OF THE ROAD, 34 FEET NORTHEAST OF THE CENTER LINE OF AN
 DV0777'OLD ROAD, 21 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 2.0 FEET
 DV0777'WEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 DV0777'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DV0777
 DV0777                          STATION RECOVERY (1981)
 DV0777
 DV0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0777'THE CONCRETE POST WAS FOUND ON TOP OF THE GROUND, THE DISK HAD BEEN
 DV0777'REMOVED.
 DV0777
 DV0777                          STATION RECOVERY (1983)
 DV0777
 DV0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DV0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0962 ***********************************************************************
 CZ0962  DESIGNATION -  A 363
 CZ0962  PID         -  CZ0962
 CZ0962  STATE/COUNTY-  AZ/PINAL
 CZ0962  USGS QUAD   -  STANFIELD (1992)
 CZ0962
 CZ0962                         *CURRENT SURVEY CONTROL
 CZ0962  ___________________________________________________________________
 CZ0962* NAD 83(1986)-  32 59 30.     (N)    111 56 35.     (W)     SCALED    
 CZ0962* NAVD 88     -       380.210  (meters)    1247.41   (feet)  ADJUSTED  
 CZ0962  ___________________________________________________________________
 CZ0962  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ0962  DYNAMIC HT  -         379.752 (meters)    1245.90  (feet)  COMP
 CZ0962  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 CZ0962  OBS GRAVITY -     979,421.0   (mgal)                       GRAV_OBS
 CZ0962
 CZ0962  VERT ORDER  -  FIRST     CLASS II
 CZ0962
 CZ0962.The horizontal coordinates were scaled from a topographic map and have
 CZ0962.an estimated accuracy of +/- 6 seconds.
 CZ0962
 CZ0962.The orthometric height was determined by differential leveling
 CZ0962.and adjusted in June 1991.
 CZ0962
 CZ0962.The geoid height was determined by GEOID03.
 CZ0962
 CZ0962.The dynamic height is computed by dividing the NAVD 88
 CZ0962.geopotential number by the normal gravity value computed on the
 CZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0962.degrees latitude (g = 980.6199 gals.).
 CZ0962
 CZ0962.The modeled gravity was interpolated from observed gravity values.
 CZ0962.The observed gravity was obtained from relative gravimeter ties
 CZ0962.to the IGSN71 gravity network.
 CZ0962
 CZ0962;                    North         East    Units  Estimated Accuracy
 CZ0962;SPC AZ C     -   220,830.      210,890.      MT  (+/- 180 meters Scaled)
 CZ0962
 CZ0962                          SUPERSEDED SURVEY CONTROL
 CZ0962
 CZ0962  NGVD 29 (??/??/92)  380.059  (m)         1246.91   (f) ADJ UNCH    1 2
 CZ0962
 CZ0962.Superseded values are not recommended for survey control.
 CZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0962.See file dsdata.txt to determine how the superseded data were derived.
 CZ0962
 CZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118507(NAD 83)
 CZ0962_MARKER: DB = BENCH MARK DISK
 CZ0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0962_SP_SET: ABUTMENT
 CZ0962_STAMPING: A 363 1967
 CZ0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0962+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 CZ0962
 CZ0962  HISTORY     - Date     Condition        Report By
 CZ0962  HISTORY     - 1967     MONUMENTED       CGS
 CZ0962  HISTORY     - 1980     GOOD             NGS
 CZ0962  HISTORY     - 1980     GOOD             NGS
 CZ0962  HISTORY     - 20061101 GOOD             GEOCAC
 CZ0962
 CZ0962                          STATION DESCRIPTION
 CZ0962
 CZ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0962'7.8 MI SE FROM MARICOPA.
 CZ0962'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0962'MARICOPA, THENCE 7.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0962'RAILROAD, IN S 15, T 5 S, R 4 E, 22 POLES NORTHWEST OF MILEPOST NUMBER
 CZ0962'906, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, SET IN THE
 CZ0962'TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE MOST
 CZ0962'EASTERLY ONE OF THREE RAILROAD BRIDGES, AND ABOUT 16 INCHES BELOW THE
 CZ0962'LEVEL OF THE TRACKS.
 CZ0962
 CZ0962                          STATION RECOVERY (1980)
 CZ0962
 CZ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0962'RECOVERED IN GOOD CONDITION.
 CZ0962
 CZ0962                          STATION RECOVERY (1980)
 CZ0962
 CZ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0962'RECOVERED IN GOOD CONDITION.
 CZ0962
 CZ0962                          STATION RECOVERY (2006)
 CZ0962
 CZ0962'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0654 ***********************************************************************
 DU0654  FBN         -  This is a Federal Base Network Control Station.
 DU0654  DESIGNATION -  A 365
 DU0654  PID         -  DU0654
 DU0654  STATE/COUNTY-  AZ/MARICOPA
 DU0654  USGS QUAD   -  BUCKHORN (1982)
 DU0654
 DU0654                         *CURRENT SURVEY CONTROL
 DU0654  ___________________________________________________________________
 DU0654* NAD 83(2007)-  33 26 55.04243(N)    111 40 27.33950(W)     ADJUSTED  
 DU0654* NAVD 88     -       473.781  (meters)    1554.40   (feet)  ADJUSTED  
 DU0654  ___________________________________________________________________
 DU0654  EPOCH DATE  -        2007.00
 DU0654  X           -  -1,967,632.751 (meters)                     COMP
 DU0654  Y           -  -4,950,915.610 (meters)                     COMP
 DU0654  Z           -   3,495,825.975 (meters)                     COMP
 DU0654  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DU0654  ELLIP HEIGHT-         444.311 (meters)          (02/10/07) ADJUSTED
 DU0654  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0654  DYNAMIC HT  -         473.215 (meters)    1552.54  (feet)  COMP
 DU0654
 DU0654  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0654  Type    PID    Designation                      North   East  Ellip
 DU0654  -------------------------------------------------------------------
 DU0654  NETWORK DU0654 A 365                             0.20   0.20   0.51
 DU0654  -------------------------------------------------------------------
 DU0654  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 DU0654  OBS GRAVITY -     979,430.7   (mgal)                       GRAV_OBS
 DU0654
 DU0654  VERT ORDER  -  FIRST     CLASS I
 DU0654
 DU0654.The horizontal coordinates were established by GPS observations
 DU0654.and adjusted by the National Geodetic Survey in February 2007.
 DU0654
 DU0654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0654.The horizontal coordinates are valid at the epoch date displayed above.
 DU0654.The epoch date for horizontal control is a decimal equivalence
 DU0654.of Year/Month/Day.
 DU0654
 DU0654.The orthometric height was determined by differential leveling
 DU0654.and adjusted in June 1991.
 DU0654
 DU0654.Photographs are available for this station.
 DU0654
 DU0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0654
 DU0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0654
 DU0654.The ellipsoidal height was determined by GPS observations
 DU0654.and is referenced to NAD 83.
 DU0654
 DU0654.The geoid height was determined by GEOID03.
 DU0654
 DU0654.The dynamic height is computed by dividing the NAVD 88
 DU0654.geopotential number by the normal gravity value computed on the
 DU0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0654.degrees latitude (g = 980.6199 gals.).
 DU0654
 DU0654.The modeled gravity was interpolated from observed gravity values.
 DU0654.The observed gravity was obtained from relative gravimeter ties
 DU0654.to the IGSN71 gravity network.
 DU0654
 DU0654;                    North         East     Units Scale Factor Converg.
 DU0654;SPC AZ C     -   271,528.917   235,896.024   MT  0.99990626   +0 08 01.0
 DU0654;SPC AZ C     -   890,842.90    773,937.09   iFT  0.99990626   +0 08 01.0
 DU0654;UTM  12      - 3,701,226.362   437,333.472   MT  0.99964841   -0 22 18.0
 DU0654
 DU0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0654!SPC AZ C     -   0.99993025  x   0.99990626  =   0.99983652
 DU0654!UTM  12      -   0.99993025  x   0.99964841  =   0.99957869
 DU0654
 DU0654                          SUPERSEDED SURVEY CONTROL
 DU0654
 DU0654  ELLIP H (09/30/99)  444.345  (m)                       GP(       ) 3 1
 DU0654  NAD 83(1986)-  33 26 55.03352(N)    111 40 27.34301(W) AD(       ) B
 DU0654  NAD 83(1992)-  33 26 55.04154(N)    111 40 27.33851(W) AD(       ) A
 DU0654  ELLIP H (09/04/92)  444.402  (m)                       GP(       ) 3 1
 DU0654  NAD 83(1986)-  33 26 55.03352(N)    111 40 27.34301(W) AD(       ) 1
 DU0654  NAVD 88 (08/15/94)  473.78   (m)         1554.4    (f) LEVELING    3  
 DU0654  NAVD 88 (09/04/92)  473.78   (m)         1554.4    (f) LEVELING    3  
 DU0654  NGVD 29 (??/??/92)  473.195  (m)         1552.47   (f) ADJ UNCH    1 1
 DU0654
 DU0654.Superseded values are not recommended for survey control.
 DU0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0654.See file dsdata.txt to determine how the superseded data were derived.
 DU0654
 DU0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3733301226(NAD 83)
 DU0654_MARKER: DB = BENCH MARK DISK
 DU0654_SETTING: 66 = SET IN ROCK OUTCROP
 DU0654_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU0654_STAMPING: A 365 1967
 DU0654_MARK LOGO: CGS   
 DU0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0654+STABILITY: POSITION/ELEVATION WELL
 DU0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0654+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DU0654
 DU0654  HISTORY     - Date     Condition        Report By
 DU0654  HISTORY     - 1967     MONUMENTED       CGS
 DU0654  HISTORY     - 1975     GOOD             NGS
 DU0654  HISTORY     - 1981     GOOD             NGS
 DU0654  HISTORY     - 19840323 GOOD
 DU0654  HISTORY     - 1986     GOOD             AZDT
 DU0654  HISTORY     - 1987     GOOD             NGS
 DU0654  HISTORY     - 19920120 GOOD             NGS
 DU0654  HISTORY     - 19920204 GOOD             NGS
 DU0654  HISTORY     - 19940203 GOOD             NGS
 DU0654  HISTORY     - 19940203 GOOD             NOS
 DU0654  HISTORY     - 19940216 GOOD             NOS
 DU0654  HISTORY     - 19960304 GOOD             CHANCE
 DU0654  HISTORY     - 19980916 POOR             AZ-013
 DU0654  HISTORY     - 19981102 GOOD             NGS
 DU0654  HISTORY     - 20000329 GOOD             MCDOT
 DU0654  HISTORY     - 20060927 GOOD             USPSQD
 DU0654
 DU0654                          STATION DESCRIPTION
 DU0654
 DU0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0654'4.3 MI NE FROM BUCKHORN.
 DU0654'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0654'POST OFFICE AT BUCKHORN, THENCE 2.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU0654'THENCE 0.8 MILE SOUTHEAST ALONG A TRAIL ROAD, IN S 7, T 1 N, R 7 E, AT
 DU0654'THE FOOT OF THE WEST SLOPE OF THE HIGHEST HILL IN THE VICINITY, 53
 DU0654'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD AROUND THE HILL,
 DU0654'SET IN THE TOP OF A ROCK OUTCROP, 0.7 FOOT NORTH OF A METAL WITNESS
 DU0654'POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRAIL ROAD.
 DU0654
 DU0654                          STATION RECOVERY (1975)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0654'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0654'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU0654'HIGHWAY, THENCE 0.8 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE FOOT OF
 DU0654'THE WEST SLOPE OF THE HIGHEST HILL IN THE VICINITY, 53 FEET SOUTHEAST
 DU0654'OF THE CENTERLINE OF THE TRAIL ROAD AROUND THE HILL, SET IN THE TOP OF
 DU0654'A ROCK OUTCROP, 0.7 FOOT NORTH OF A METAL WITNESS POST, AND ABOUT 5
 DU0654'FEET ABOVE THE LEVEL OF THE TRAIL ROAD.  1/4, SEC 7, T 1N, R 7E.
 DU0654
 DU0654                          STATION RECOVERY (1981)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0654'RECOVERED IN GOOD CONDITION.
 DU0654
 DU0654                          STATION RECOVERY (1984)
 DU0654
 DU0654'RECOVERED 1984
 DU0654'RECOVERED IN GOOD CONDITION.
 DU0654
 DU0654                          STATION RECOVERY (1986)
 DU0654
 DU0654'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU0654'THE STATION WAS RECOVERED AT THIS DATE.
 DU0654'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU0654'DESCRIPTION WAS ADEQUATE.
 DU0654
 DU0654                          STATION RECOVERY (1987)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 DU0654'THE STATION WAS RECOVERED AT THIS DATE.
 DU0654'
 DU0654'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 DU0654'EAST-SOUTHEAST OF SIGNAL BUTTE,
 DU0654'7.2 KM (4.5 MI) NORTH OF SR 360 (SUPERSTITION FREEWAY) AND AT THE
 DU0654'BOTTOM OF THE WEST END OF A SMALL HILL.
 DU0654'OWNERSHIP--UNKNOWN.
 DU0654'
 DU0654'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 360
 DU0654'(SUPERSTITION FREEWAY) AND POWERS ROAD IN MESA, GO
 DU0654'NORTH FOR 3.2 KM (2.0 MI) ON POWERS ROAD TO APACHE TRAIL.
 DU0654'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 4.0 KM (2.5 MI) ON BUSH
 DU0654'HIGHWAY TO MCKELLIPS ROAD.
 DU0654'TURN RIGHT AND GO EAST FOR 0.8 KM (0.5 MI) ON MCKELLIPS ROAD TO A
 DU0654'DIRT ROAD ON THE RIGHT, AT THE END OF A BLOCK WALL.
 DU0654'TURN RIGHT AND GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON THE DIRT ROAD TO
 DU0654'A DIRT ROAD LEFT.
 DU0654'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 DU0654'0.1 KM (0.05 MI) ON THE DIRT ROAD TO THE WEST BASE OF A SMALL HILL
 DU0654'AND THE STATION, BETWEEN TWO LARGE PALOVERDE TREES.
 DU0654'
 DU0654'THE STATION IS A STANDARD CGS BENCH MARK DISK
 DU0654'STAMPED---A 365 1965---,
 DU0654'SET INTO A DRILL HOLE IN THE TOP OF ROCK OUTCROP OF 0.5 METERS
 DU0654'LARGEST DIMENSION.  LOCATED
 DU0654'15.2 METERS (50.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 DU0654'TRAIL ROAD AROUND THE HILL,
 DU0654'9.7 METERS (31.8 FT) NORTHEAST FROM A PALOVERDE TREE AND
 DU0654'8.3 METERS (27.2 FT) SOUTH FROM A PALOVERDE TREE.
 DU0654'
 DU0654'CALIFORNIA FAA AIRPORTS, 1987.
 DU0654'
 DU0654'THIS STATION SUITABLE FOR GPS SURVEYS.
 DU0654'
 DU0654'DESCRIBED BY S.E. RANDALL.
 DU0654
 DU0654                          STATION RECOVERY (1992)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0654'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU0654'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU0654'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH POWERS ROAD, THENCE 0.9 KM
 DU0654'(0.55 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, THENCE 0.3 KM (0.20 MI)
 DU0654'SOUTHERLY ACROSS COUNTRY, NEAR THE CENTER OF A 1 BY 2-FOOT AREA OF
 DU0654'OUTCROPPING BEDROCK ALONG THE WEST SLOPE OF A HILL, 5.0 M (16.4 FT)
 DU0654'EAST OF THE BASE OF THE HILL, AND 1.0 M (3.3 FT) SOUTH OF A WITNESS
 DU0654'POST.
 DU0654
 DU0654                          STATION RECOVERY (1992)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0654'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTHEAST OF MESA, 4 KM
 DU0654'(2.5 MI) EAST-SOUTHEAST OF FALCON FIELD, 0.3 KM (0.2 MI) SOUTH OF
 DU0654'MCKELLIPS ROAD, JUST NORTHWEST OF THE FALCON HILL ELEMENTARY SCHOOL,
 DU0654'ON THE WEST END OF A LOW RIDGE AND AT THE TOE OF THE HILL.
 DU0654'OWNERSHIP--UNKNOWN.
 DU0654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 360 AND POWER
 DU0654'ROAD (EXIT 16) ABOUT 14.4 KM (8.9 MI) EAST OF THE JUNCTION OF STATE
 DU0654'HIGHWAYS 87 AND 360 IN MESA, GO NORTH ON POWER ROAD FOR 3.29 KM
 DU0654'(2.04 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 60 (MAIN STREET).
 DU0654'CONTINUE NORTH ON POWER ROAD FOR 3.98 KM (2.47 MI) TO A CROSSROAD.
 DU0654'TURN RIGHT, EAST ON MCKELLIPS ROAD FOR 0.98 KM (0.61 MI) TO A DIM
 DU0654'ROAD RIGHT, JUST BEFORE REACHING A CANAL CROSSING.  TURN RIGHT,
 DU0654'SOUTH, CROSSING A SLIGHT HUMP, THEN TURN RIGHT, SOUTHWEST ON A DIRT
 DU0654'ROAD ACROSS AN OPEN AREA FOR 0.28 KM (0.17 MI) TO TREES ON THE LEFT.
 DU0654'TURN LEFT ACROSS THE FIELD FOR 0.08 KM (0.05 MI) TO A ROW OF BOULDERS
 DU0654'BETWEEN TWO TREES AND THE STATION 15 M (49.2 FT) BEYOND.
 DU0654'THE STATION IS SET IN A DRILL HOLE IN A 0.3 M (1.0 FT) X 0.5 M
 DU0654'(1.6 FT) X 0.1 M (0.3 FT) HIGH OUTCROP BETWEEN TWO PALO VERDE TREES
 DU0654'AND 1.0 M (3.3 FT) ABOVE THE SURROUNDING TERRAIN.  LOCATED 55.0 M
 DU0654'(180.4 FT) WEST AROUND BASE OF RIDGE FROM THE NORTHWEST FENCE CORNER
 DU0654'OF SCHOOL PLAYGROUND, 10.0 M (32.8 FT) NORTHEAST OF A PARTIALLY DEAD
 DU0654'PALO VERDE TREE AND 8.5 M (27.9 FT) SOUTH OF A PALO VERDE TREE.
 DU0654
 DU0654                          STATION RECOVERY (1994)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 DU0654'RECOVERED AS DESCRIBED. NOTE-CONTINUE NORTH ON POWER ROAD PAST MAIN
 DU0654'STREET FOR 2.3 MI (3.7 KM) TO JENSEN ROAD. TURN RIGHT HEADING EAST FOR
 DU0654'0.55 MI (0.89 KM) TO A FIELD ON THE LEFT. THERE IS A DIRT ROAD LEADING
 DU0654'TO A HILL OF ROCK OUTCROPS. STATION IS ABOUT 600 FT (182.9 M) FROM
 DU0654'ROAD AND IS BETWEEN TWO TREES.
 DU0654
 DU0654                          STATION RECOVERY (1994)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 DU0654'RECOVERED AS DESCRIBED. NOTE-CONTINUE NORTH ON POWER ROAD PAST MAIN
 DU0654'STREET FOR 2.3 MI (3.7 KM) TO JENSEN ROAD. TURN RIGHT HEADING EAST FOR
 DU0654'0.55 MI (0.89 KM) TO A FIELD ON THE LEFT. THERE IS A DIRT ROAD LEADING
 DU0654'TO A HILL OF ROCK OUTCROPS. STATION IS ABOUT 600 FT (182.9 M) FROM
 DU0654'ROAD AND IS BETWEEN TWO TREES.
 DU0654
 DU0654                          STATION RECOVERY (1994)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RAH)
 DU0654'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF MESA, 2.5
 DU0654'MI (4.0 KM) EAST SOUTHEAST OF FALCON FIELD AND 0.2 MI (0.3 KM) SOUTH
 DU0654'OF MCKELLIPS ROAD, JUST NORTHWEST OF FALCON HILL ELEMENTARY SCHOOL ON
 DU0654'THE WEST END OF A LOW RIDGE AND THE TOE OF A HILL. TO REACH THE
 DU0654'STATION FROM THE JUNCTION OF U.S. HIGHWAY 60, STATE HIGHWAY 360 AND
 DU0654'POWER ROAD, GO NORTH ON POWER ROAD FOR 4.3 MI (6.9 KM) TO JENSEN ROAD.
 DU0654'TURN RIGHT ON JENSEN ROAD FOR 0.5 MI (0.8 KM) EAST TO A TRACK ROAD
 DU0654'JUST PAST A BLOCK WALL AROUND A HOUSING DEVELOPMENT, AND RUNNING
 DU0654'NORTHEAST FROM A LOW GRASSY AREA ON THE LEFT.  FOLLOW TRACK ROAD
 DU0654'NORTHEAST TO WEST TOE OF A HILL AND STATION ON THE RIGHT BETWEEN TWO
 DU0654'PALO VERDE TREES. DESCRIBED AND RECOVERED BY RALPH A. HARRELL, CHIEF
 DU0654'OF NOS PARTY.
 DU0654
 DU0654                          STATION RECOVERY (1996)
 DU0654
 DU0654'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 DU0654'RECOVERED AS DESCRIBED.  UPDATES TO THE DESCRIPTION FOLLOW TO REACH
 DU0654'THE STATION FROM THE JUNCTION OF US HIGHWAY 60 (MAIN STREET) AND STATE
 DU0654'HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO EAST ON US HIGHWAY 60 FOR
 DU0654'14.4 KM (8.95 MI) TO POWER ROAD (EXIT 189 ON US HIGHWAY 60) .  PROCEED
 DU0654'NORTH ON POWER ROAD FOR 4.0 KM (2.50 MI) PAST MAIN STREET TO JENSEN
 DU0654'ROAD.  TURN RIGHT ON AND GO EAST ON JENSEN ROAD FOR 0.88 KM (0.55 MI)
 DU0654'TO A SMALL PARK ON THE NORTH SIDE OF THE ROAD AND THE STATION
 DU0654'APPROXIMATELY 182.9 M (600.1 FT) FROM THE ROAD, ON THE SOUTH SIDE OF A
 DU0654'ROCK HILL THE STATION IS LOCATED 26.1 M (85.6 FT) SOUTH-SOUTHWEST FROM
 DU0654'A PARK SIGN
 DU0654
 DU0654                          STATION RECOVERY (1998)
 DU0654
 DU0654'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU0654'RECOVERED AS DESCRIBED.
 DU0654
 DU0654                          STATION RECOVERY (1998)
 DU0654
 DU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU0654'THE STATION IS LOCATED IN THE EAST SECTION OF MESA, AT THE CITY OF
 DU0654'MESA, FALCON HILL PARK LOCATED ON JENSEN STREET, 0.96 KM (0.60 MI)
 DU0654'EAST OF ITS JUNCTION WITH POWER ROAD, IN ROCK OUTCROP AT THE WEST BASE
 DU0654'OF A HILL ON THE EAST SIDE OF THE PARK.  OWNERSHIP--CITY OF MESA.  TO
 DU0654'REACH THE STATION FROM THE EXIT RAMP AT THE JUNCTION OF U.S. STATE
 DU0654'HIGHWAY 60 (EXIT 188) AND POWER ROAD IN MESA, GO NORTH ON POWER ROAD
 DU0654'FOR 6.96 KM (4.30 MI) TO THE JUNCTION OF JENSEN STREET ON THE RIGHT,
 DU0654'TURN RIGHT, EAST ON JENSEN STREET AND GO 0.96 KM (0.60 MI) TO THE EAST
 DU0654'SIDE OF FALCON HILL PARK ON THE LEFT AND A HOUSE NUMBERED 7231 ON THE
 DU0654'RIGHT.  TURN LEFT, NORTH ON A NARROW TRAIL ROAD BETWEEN THE LANDSCAPED
 DU0654'AREA AROUND THE PARK AND GO 0.08 KM (0.05 MI) TO THE STATION ON THE
 DU0654'RIGHT.  THE STATION IS A US COAST AND GEODETIC SURVEY BENCH MARK DISK
 DU0654'SET IN A DRILL HOLE IN A 0.55 M (1.80 FT) BY 0.40 M (1.31 FT) ROCK
 DU0654'OUTCROP AT THE BASE OF THE HILL, DIRECTLY EAST AND ACROSS THE GRASSY
 DU0654'AREA OF THE PARK FROM A VOLLEYBALL NET IN THE CENTER OF THE PARK.  IT
 DU0654'IS 42.05 M (137.96 FT) NORTH-NORTHEAST OF LIGHT POLE NUMBER 24, 29.6 M
 DU0654'(97.1 FT) SOUTH-SOUTHEAST OF LIGHT POLE NUMBER 29, 26.7 M (87.6 FT)
 DU0654'SOUTH OF THE SOUTH LEG OF A PARK RULES AND REGULATION SIGN, 17.83 M
 DU0654'(58.50 FT) EAST-SOUTHEAST OF LIGHT POLE NUMBER 28, 10.21 M (33.50 FT)
 DU0654'EAST-SOUTHEAST OF THE EAST CONCRETE CURBING AROUND THE PARK AND 10.05
 DU0654'M (32.97 FT) NORTHEAST OF A SMALL 6-FT TALL SAGUARO CACTUS.
 DU0654
 DU0654                          STATION RECOVERY (2000)
 DU0654
 DU0654'RECOVERY NOTE BY MARICOPA CO DOT 2000 (KRH)
 DU0654'RECOVERED AS DESCRIBED.
 DU0654
 DU0654                          STATION RECOVERY (2006)
 DU0654
 DU0654'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 DU0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0020 ***********************************************************************
 DA0020  DESIGNATION -  A 366
 DA0020  PID         -  DA0020
 DA0020  STATE/COUNTY-  AZ/MARICOPA
 DA0020  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DA0020
 DA0020                         *CURRENT SURVEY CONTROL
 DA0020  ___________________________________________________________________
 DA0020* NAD 83(2007)-  33 00 04.21013(N)    112 25 30.43045(W)     ADJUSTED  
 DA0020* NAVD 88     -       469.453  (meters)    1540.20   (feet)  ADJUSTED  
 DA0020  ___________________________________________________________________
 DA0020  EPOCH DATE  -        2007.00
 DA0020  X           -  -2,042,715.310 (meters)                     COMP
 DA0020  Y           -  -4,949,838.191 (meters)                     COMP
 DA0020  Z           -   3,454,306.362 (meters)                     COMP
 DA0020  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DA0020  ELLIP HEIGHT-         438.709 (meters)          (02/10/07) ADJUSTED
 DA0020  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0020  DYNAMIC HT  -         468.882 (meters)    1538.32  (feet)  COMP
 DA0020
 DA0020  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA0020  Type    PID    Designation                      North   East  Ellip
 DA0020  -------------------------------------------------------------------
 DA0020  NETWORK DA0020 A 366                             0.37   0.35   0.84
 DA0020  -------------------------------------------------------------------
 DA0020  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 DA0020
 DA0020  VERT ORDER  -  FIRST     CLASS II
 DA0020
 DA0020.The horizontal coordinates were established by GPS observations
 DA0020.and adjusted by the National Geodetic Survey in February 2007.
 DA0020
 DA0020.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0020.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0020.The horizontal coordinates are valid at the epoch date displayed above.
 DA0020.The epoch date for horizontal control is a decimal equivalence
 DA0020.of Year/Month/Day.
 DA0020
 DA0020.The orthometric height was determined by differential leveling
 DA0020.and adjusted in June 1991.
 DA0020
 DA0020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0020
 DA0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0020
 DA0020.The ellipsoidal height was determined by GPS observations
 DA0020.and is referenced to NAD 83.
 DA0020
 DA0020.The geoid height was determined by GEOID03.
 DA0020
 DA0020.The dynamic height is computed by dividing the NAVD 88
 DA0020.geopotential number by the normal gravity value computed on the
 DA0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0020.degrees latitude (g = 980.6199 gals.).
 DA0020
 DA0020.The modeled gravity was interpolated from observed gravity values.
 DA0020
 DA0020;                    North         East     Units Scale Factor Converg.
 DA0020;SPC AZ C     -   221,996.052   165,848.564   MT  0.99992782   -0 16 37.0
 DA0020;SPC AZ C     -   728,333.50    544,122.59   iFT  0.99992782   -0 16 37.0
 DA0020;UTM  12      - 3,652,318.496   366,867.396   MT  0.99981854   -0 46 34.7
 DA0020
 DA0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0020!SPC AZ C     -   0.99993113  x   0.99992782  =   0.99985895
 DA0020!UTM  12      -   0.99993113  x   0.99981854  =   0.99974968
 DA0020
 DA0020                          SUPERSEDED SURVEY CONTROL
 DA0020
 DA0020  NAD 83(1992)-  33 00 04.20936(N)    112 25 30.42997(W) AD(       ) A
 DA0020  ELLIP H (01/27/00)  438.738  (m)                       GP(       ) 1 1
 DA0020  NAVD 88 (01/27/00)  469.45   (m)         1540.2    (f) LEVELING    3  
 DA0020
 DA0020.Superseded values are not recommended for survey control.
 DA0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0020.See file dsdata.txt to determine how the superseded data were derived.
 DA0020
 DA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6686752318(NAD 83)
 DA0020_MARKER: DB = BENCH MARK DISK
 DA0020_SETTING: 66 = SET IN ROCK OUTCROP
 DA0020_SP_SET: ROCK OUTCROP
 DA0020_STAMPING: A 366 1967
 DA0020_MARK LOGO: CGS   
 DA0020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0020+STABILITY: POSITION/ELEVATION WELL
 DA0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0020+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DA0020
 DA0020  HISTORY     - Date     Condition        Report By
 DA0020  HISTORY     - 1967     MONUMENTED       CGS
 DA0020  HISTORY     - 1980     GOOD             NGS
 DA0020  HISTORY     - 1980     GOOD             NGS
 DA0020  HISTORY     - 19950425 GOOD             USPSQD
 DA0020  HISTORY     - 19981130 SEE DESCRIPTION  AZ-013
 DA0020  HISTORY     - 20000426 GOOD             MCDOT
 DA0020  HISTORY     - 20010305 GOOD             INDIV
 DA0020  HISTORY     - 20020910 GOOD             MCDOT
 DA0020
 DA0020                          STATION DESCRIPTION
 DA0020
 DA0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0020'10.0 MI W FROM MOBILE.
 DA0020'9.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0020'ELEMENTARY SCHOOL AT MOBILE, THENCE 0.25 MILE NORTHWEST,
 DA0020'CROSS-COUNTRY, TO THE BASE OF A SMALL HILL, 157 YARDS NORTHWEST OF
 DA0020'BENCH MARK Z 362, 66 FEET WEST OF THE CENTER OF A SMALL WASH, 44 FEET
 DA0020'SOUTHEAST OF THE CREST OF THE HILL AND SET IN THE TOP OF A 3- X 6-FOOT
 DA0020'ROCK OUTCROP PROJECTING 1 1/2 FEET.
 DA0020
 DA0020                          STATION RECOVERY (1980)
 DA0020
 DA0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0020'RECOVERED IN GOOD CONDITION.
 DA0020
 DA0020                          STATION RECOVERY (1980)
 DA0020
 DA0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0020'RECOVERED IN GOOD CONDITION.
 DA0020
 DA0020                          STATION RECOVERY (1995)
 DA0020
 DA0020'RECOVERY NOTE BY US POWER SQUADRON 1995
 DA0020'RECOVERED IN GOOD CONDITION.
 DA0020
 DA0020                          STATION RECOVERY (1998)
 DA0020
 DA0020'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA0020'STATION IS APPROXIMATELY 16 MI (25.7 KM) EAST NORTHEAST OF GILA BEND.
 DA0020'OWNERSHIP UNKNOWN.  RECOVERED AS DESCRIBED.
 DA0020
 DA0020                          STATION RECOVERY (2000)
 DA0020
 DA0020'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0020'RECOVERED AS DESCRIBED.
 DA0020
 DA0020                          STATION RECOVERY (2001)
 DA0020
 DA0020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (EBA)
 DA0020'IN GILA BEND, AZ, FROM THE INTERSECTION OF STATE HIGHWAY 85 AND
 DA0020'MARICOPA COUNTY ROAD 238, GO EASTERLY ON COUNTY ROAD 238 16.8 MILES TO
 DA0020'A DIRT ROAD LEFT (NORTH). GO WEST-NORTHWEST THROUGH SCRUB BRUSH 1/4
 DA0020'MILE TO BASE OF FIRST HILL IN VICINITY. MARK IS IN ROCK, 'BM' IS
 DA0020'PAINTED IN WHITE ON ROCK FACE ABOVE. 4 WHEEL DRIVE ONLY TO MARK.
 DA0020
 DA0020                          STATION RECOVERY (2002)
 DA0020
 DA0020'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DA0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1088 ***********************************************************************
 DU1088  DESIGNATION -  A 367
 DU1088  PID         -  DU1088
 DU1088  STATE/COUNTY-  AZ/MARICOPA
 DU1088  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1088
 DU1088                         *CURRENT SURVEY CONTROL
 DU1088  ___________________________________________________________________
 DU1088* NAD 83(1986)-  33 31 53.     (N)    111 53 32.     (W)     SCALED    
 DU1088* NAVD 88     -       391.469  (meters)    1284.34   (feet)  READJUSTED
 DU1088  ___________________________________________________________________
 DU1088  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1088  DYNAMIC HT  -         391.010 (meters)    1282.84  (feet)  COMP
 DU1088  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 DU1088
 DU1088  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1088
 DU1088.The horizontal coordinates were scaled from a topographic map and have
 DU1088.an estimated accuracy of +/- 6 seconds.
 DU1088
 DU1088.The orthometric height was determined by differential leveling
 DU1088.and adjusted in July 2002.
 DU1088.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1088.distribution rate of 0.0 thru 1.0 mm/km.
 DU1088.The height was derived from older observations constrained to new
 DU1088.heights in a crustal motion area.  The height is approximate in
 DU1088.relation to other heights in its vicinity.
 DU1088
 DU1088.The geoid height was determined by GEOID03.
 DU1088
 DU1088.The dynamic height is computed by dividing the NAVD 88
 DU1088.geopotential number by the normal gravity value computed on the
 DU1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1088.degrees latitude (g = 980.6199 gals.).
 DU1088
 DU1088.The modeled gravity was interpolated from observed gravity values.
 DU1088
 DU1088;                    North         East    Units  Estimated Accuracy
 DU1088;SPC AZ C     -   280,680.      215,630.      MT  (+/- 180 meters Scaled)
 DU1088
 DU1088                          SUPERSEDED SURVEY CONTROL
 DU1088
 DU1088  NAVD 88 (04/19/99)  391.450  (m)         1284.28   (f) UNKNOWN     1 2
 DU1088  NAVD 88 (06/15/91)  391.470  (m)         1284.35   (f) UNKNOWN     1 2
 DU1088  NGVD 29 (??/??/92)  390.996  (m)         1282.79   (f) ADJ UNCH    1 2
 DU1088
 DU1088.Superseded values are not recommended for survey control.
 DU1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1088.See file dsdata.txt to determine how the superseded data were derived.
 DU1088
 DU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC171105(NAD 83)
 DU1088_MARKER: DB = BENCH MARK DISK
 DU1088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1088_SP_SET: 15 FT.
 DU1088_STAMPING: A 367 1967
 DU1088_MARK LOGO: CGS   
 DU1088_PROJECTION: FLUSH
 DU1088_MAGNETIC: I = MARKER IS A STEEL ROD
 DU1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1088+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 DU1088_ROD/PIPE-DEPTH: 4.5  meters
 DU1088
 DU1088  HISTORY     - Date     Condition        Report By
 DU1088  HISTORY     - 1967     MONUMENTED       CGS
 DU1088  HISTORY     - 1981     GOOD             NGS
 DU1088  HISTORY     - 19980321 GOOD             USPSQD
 DU1088  HISTORY     - 19990301 GOOD             NGS
 DU1088  HISTORY     - 20070518 MARK NOT FOUND   GEOCAC
 DU1088
 DU1088                          STATION DESCRIPTION
 DU1088
 DU1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1088'5.35 MI NE FROM SCOTTSDALE.
 DU1088'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1088'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 2.25
 DU1088'MILES NORTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF
 DU1088'THE ARIZONA CANAL, IN SECTION 12, T 2 N, R 5 E, 18 1/2 FEET SOUTH OF
 DU1088'THE CENTER LINE OF THE DIRT ROAD, 43 1/2 FEET NORTHEAST OF A CONCRETE
 DU1088'BLOCK WALL, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FOOTBRIDGE
 DU1088'OVER THE ARIZONA CANAL, 3.3 FEET SOUTH OF THE NORTHWEST FENCE CORNER
 DU1088'OF A CHAIN LINK FENCE WHICH ENCLOSES AN IRRIGATION WELL, 1 FOOT WEST
 DU1088'OF THE CHAIN LINK FENCE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 DU1088'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 DU1088'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED
 DU1088'IN A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 DU1088
 DU1088                          STATION RECOVERY (1981)
 DU1088
 DU1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1088'1.9 KILOMETERS (1.2 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1088'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, MARK IS SET AT THE NORTH
 DU1088'CORNER OF AN 8-FT. CHAIN LINK FENCE AROUND A SALT RIVER IRRIGATION
 DU1088'WELL PUMP, 5.8 METERS (19.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 DU1088'SOUTH CANAL ROAD, 25.9 METERS (85.0 FEET) WEST OF THE CENTERLINE OF
 DU1088'PIMA ROAD, 17.7 METERS (58.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 DU1088'OF A FOOTBRIDGE OVER THE ARIZONA CANAL, 6.1 METERS (20.0 FEET)
 DU1088'NORTHEAST OF THE CENTER OF THE ENTRANCE GATES TO THE WELL AND 1.0
 DU1088'METER (3.3 FEET) SOUTHWEST OF THE FENCE CORNER.
 DU1088'THE MARK IS 1 M BELOW CANAL ROAD.
 DU1088
 DU1088                          STATION RECOVERY (1998)
 DU1088
 DU1088'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1088'RECOVERED IN GOOD CONDITION.
 DU1088
 DU1088                          STATION RECOVERY (1999)
 DU1088
 DU1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1088'0.5 KM (0.30 MI) WESTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1088'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG HAYDEN ROAD,
 DU1088'THENCE 1.6 KM (1.00 MI) EASTERLY ALONG A DIRT ROAD ALONG THE SOUTH
 DU1088'SIDE OF THE ARIZONA CANAL, 26.5 M (86.9 FT) WEST OF THE CENTERLINE OF
 DU1088'PIMA ROAD, 5.9 M (19.4 FT) NORTHEAST OF THE CENTER OF A GATE IN A
 DU1088'CHAIN-LINK FENCE ENCLOSING AN IRRIGATION PUMP, 5.0 M (16.4 FT)
 DU1088'SOUTHWEST OF THE ROAD CENTER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DU1088'ROAD, 0.2 M (0.7 FT) WEST OF THE FENCE, AND 0.1 M (0.3 FT) SOUTHEAST
 DU1088'OF THE SOUTHEAST CORNER OF A RETAINING WALL.  NOTE--THE DISK IS
 DU1088'ENCASED IN A 5-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE
 DU1088'MONUMENT IS ON PROPERTY OWNED BY THE SALT RIVER PROJECT, 1505 NORTH
 DU1088'PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE NUMBER (602) 319-2495.
 DU1088
 DU1088                          STATION RECOVERY (2007)
 DU1088
 DU1088'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1088'UNABLE TO RECOVER WITHOUT ACCESS TO THE FENCED AREA. THERE IS A NEW
 DU1088'POWER POLE VERY NEAR THE DESCRIBED LOCATION, AND IN ADDITION, A
 DU1088'GROUND-MOUNTED TRANSFORMER HAS BEEN INSTALLED AS WELL.
 DU1088'CONSIDERABLE SOIL AND GRAVEL HAVE BEEN DEPOSITED SUCH THAT AN
 DU1088'EXCAVATION WILL BE NEEDED TO DETERMINE IF THE MARK IS STILL THERE OR
 DU1088'NOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0454 ***********************************************************************
 DA0454  DESIGNATION -  A 37
 DA0454  PID         -  DA0454
 DA0454  STATE/COUNTY-  AZ/PIMA
 DA0454  USGS QUAD   -  HOTASON VO (1990)
 DA0454
 DA0454                         *CURRENT SURVEY CONTROL
 DA0454  ___________________________________________________________________
 DA0454* NAD 83(1986)-  32 12 17.     (N)    112 33 19.     (W)     SCALED    
 DA0454* NAVD 88     -       663.86   (+/-2cm)    2178.0    (feet)  VERTCON   
 DA0454  ___________________________________________________________________
 DA0454  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0454
 DA0454.The horizontal coordinates were scaled from a topographic map and have
 DA0454.an estimated accuracy of +/- 6 seconds.
 DA0454
 DA0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0454.The vertical order pertains to the NGVD 29 superseded value.
 DA0454
 DA0454.The geoid height was determined by GEOID03.
 DA0454
 DA0454;                    North         East    Units  Estimated Accuracy
 DA0454;SPC AZ C     -   133,750.      153,160.      MT  (+/- 180 meters Scaled)
 DA0454
 DA0454                          SUPERSEDED SURVEY CONTROL
 DA0454
 DA0454  NGVD 29 (??/??/92)  663.128  (m)         2175.61   (f) ADJ UNCH    2 0
 DA0454
 DA0454.Superseded values are not recommended for survey control.
 DA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0454.See file dsdata.txt to determine how the superseded data were derived.
 DA0454
 DA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA534641(NAD 83)
 DA0454_MARKER: DB = BENCH MARK DISK
 DA0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0454_STAMPING: 2175.852 A 37 1933
 DA0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0454+STABILITY: SURFACE MOTION
 DA0454
 DA0454  HISTORY     - Date     Condition        Report By
 DA0454  HISTORY     - 1933     MONUMENTED       CGS
 DA0454  HISTORY     - 1934     GOOD             NGS
 DA0454  HISTORY     - 19970306 GOOD             USPSQD
 DA0454
 DA0454                          STATION DESCRIPTION
 DA0454
 DA0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0454'23.6 MI SE FROM AJO.
 DA0454'23.6 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE TUCSON CORNELIA
 DA0454'AND GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD
 DA0454'AJO-TUCSON HIGHWAY, 50 FEET WEST OF THE WEST END OF A WIDE DITCH
 DA0454'PARALLELING THE HIGHWAY, AND 45 FEET SOUTH OF THE CENTERLINE OF THE
 DA0454'HIGHWAY.  A STANDARD DISK, STAMPED 2175.852 A 37 1933 AND SET IN THE
 DA0454'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DA0454
 DA0454                          STATION RECOVERY (1997)
 DA0454
 DA0454'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1525 ***********************************************************************
 GR1525  DESIGNATION -  A 37
 GR1525  PID         -  GR1525
 GR1525  STATE/COUNTY-  AZ/MOHAVE
 GR1525  USGS QUAD   -  THE TEMPLE (1983)
 GR1525
 GR1525                         *CURRENT SURVEY CONTROL
 GR1525  ___________________________________________________________________
 GR1525* NAD 83(1992)-  36 03 25.23998(N)    114 20 00.80892(W)     ADJUSTED  
 GR1525* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1525  ___________________________________________________________________
 GR1525  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 GR1525  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1525  HORZ ORDER  -  THIRD
 GR1525
 GR1525.The horizontal coordinates were established by classical geodetic methods
 GR1525.and adjusted by the National Geodetic Survey in August 1993.
 GR1525
 GR1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1525
 GR1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1525
 GR1525.The geoid height was determined by GEOID03.
 GR1525
 GR1525;                    North         East     Units Scale Factor Converg.
 GR1525;SPC AZ W     -   561,014.470   160,785.376   MT  0.99996738   -0 20 36.5
 GR1525;SPC AZ W     - 1,840,598.65    527,511.08   iFT  0.99996738   -0 20 36.5
 GR1525;SPC NV E     - 8,145,718.618   312,594.696   MT  1.00005616   +0 44 08.5
 GR1525;SPC NV E     -26,724,745.17  1,025,571.10   sFT  1.00005616   +0 44 08.5
 GR1525;UTM  11      - 3,993,562.641   740,173.838   MT  1.00031082   +1 34 12.7
 GR1525
 GR1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1525!SPC AZ W     -   0.99994698  x   0.99996738  =   0.99991437
 GR1525!SPC NV E     -   0.99994698  x   1.00005616  =   1.00000314
 GR1525!UTM  11      -   0.99994698  x   1.00031082  =   1.00025779
 GR1525
 GR1525                          SUPERSEDED SURVEY CONTROL
 GR1525
 GR1525  NAD 83(1986)-  36 03 25.23078(N)    114 20 00.80291(W) AD(       ) 3
 GR1525  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1525
 GR1525.Superseded values are not recommended for survey control.
 GR1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1525.See file dsdata.txt to determine how the superseded data were derived.
 GR1525
 GR1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4017493563(NAD 83)
 GR1525_MARKER: DS = TRIANGULATION STATION DISK
 GR1525_SETTING: 80 = SET IN A BOULDER
 GR1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1525+STABILITY: SURFACE MOTION
 GR1525
 GR1525  HISTORY     - Date     Condition        Report By
 GR1525  HISTORY     - 1948     MONUMENTED       USGS
 GR1525
 GR1525                          STATION DESCRIPTION
 GR1525
 GR1525'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1525'NOT OCCUPIED.
 GR1525'
 GR1525'LOCATED ABOUT 3.6 MI W. OF THE TEMPLE.  ON SMALL TOP ABOUT 1200
 GR1525'FT. E. OF MAIN SHORE, ABOUT LEVEL WITH HIGH WATER MARK.
 GR1525'
 GR1525'STATION MARK--STANDARD TABLET STAMPED---A37 1948---, CEMENTED IN
 GR1525'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0626 ***********************************************************************
 CG0626  DESIGNATION -  A 38
 CG0626  PID         -  CG0626
 CG0626  STATE/COUNTY-  AZ/PIMA
 CG0626  USGS QUAD   -  SELLS WEST (1982)
 CG0626
 CG0626                         *CURRENT SURVEY CONTROL
 CG0626  ___________________________________________________________________
 CG0626* NAD 83(1986)-  31 58 07.     (N)    111 55 09.     (W)     SCALED    
 CG0626* NAVD 88     -       740.89   (+/-2cm)    2430.7    (feet)  VERTCON   
 CG0626  ___________________________________________________________________
 CG0626  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0626
 CG0626.The horizontal coordinates were scaled from a topographic map and have
 CG0626.an estimated accuracy of +/- 6 seconds.
 CG0626
 CG0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0626.The vertical order pertains to the NGVD 29 superseded value.
 CG0626
 CG0626.The geoid height was determined by GEOID03.
 CG0626
 CG0626;                    North         East    Units  Estimated Accuracy
 CG0626;SPC AZ C     -   107,390.      213,120.      MT  (+/- 180 meters Scaled)
 CG0626
 CG0626                          SUPERSEDED SURVEY CONTROL
 CG0626
 CG0626  NGVD 29 (??/??/92)  740.190  (m)         2428.44   (f) ADJ UNCH    2 0
 CG0626
 CG0626.Superseded values are not recommended for survey control.
 CG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0626.See file dsdata.txt to determine how the superseded data were derived.
 CG0626
 CG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA131373(NAD 83)
 CG0626_MARKER: DB = BENCH MARK DISK
 CG0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0626_STAMPING: 2428.568 A 38 1933
 CG0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0626+STABILITY: SURFACE MOTION
 CG0626
 CG0626  HISTORY     - Date     Condition        Report By
 CG0626  HISTORY     - 1933     MONUMENTED       CGS
 CG0626  HISTORY     - 1934     GOOD             NGS
 CG0626  HISTORY     - 1977     GOOD             USGS
 CG0626  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CG0626
 CG0626                          STATION DESCRIPTION
 CG0626
 CG0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0626'4.6 MI NW FROM SELLS.
 CG0626'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0626'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 87 FEET NORTHWEST
 CG0626'OF A CORNER POLE WITH A GUY WIRE, NEAR THE JUNCTION OF A DIRT ROAD
 CG0626'LEADING WEST, 72 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 CG0626'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 2428.568 A 38
 CG0626'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 CG0626'GROUND.
 CG0626
 CG0626                          STATION RECOVERY (1977)
 CG0626
 CG0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0626'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0626'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, NEAR THE JUNCTION
 CG0626'OF A DIRT ROAD LEADING WEST, 72 FEET NORTHEAST OF THE CENTERLINE OF
 CG0626'THE HIGHWAY. A STANDARD DISK, STAMPED 2428.568 A 38 1933 AND SET IN
 CG0626'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CG0626
 CG0626                          STATION RECOVERY (1999)
 CG0626
 CG0626'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1526 ***********************************************************************
 GR1526  DESIGNATION -  A 38
 GR1526  PID         -  GR1526
 GR1526  STATE/COUNTY-  AZ/MOHAVE
 GR1526  USGS QUAD   -  THE TEMPLE (1983)
 GR1526
 GR1526                         *CURRENT SURVEY CONTROL
 GR1526  ___________________________________________________________________
 GR1526* NAD 83(1992)-  36 00 58.85422(N)    114 17 32.29851(W)     ADJUSTED  
 GR1526* NAVD 88     -       545.7    (meters)    1790.     (feet)  VERTCON   
 GR1526  ___________________________________________________________________
 GR1526  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 GR1526  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GR1526  HORZ ORDER  -  THIRD
 GR1526
 GR1526.The horizontal coordinates were established by classical geodetic methods
 GR1526.and adjusted by the National Geodetic Survey in August 1993.
 GR1526
 GR1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1526
 GR1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1526
 GR1526.The geoid height was determined by GEOID03.
 GR1526
 GR1526;                    North         East     Units Scale Factor Converg.
 GR1526;SPC AZ W     -   556,481.292   164,476.894   MT  0.99996277   -0 19 08.0
 GR1526;SPC AZ W     - 1,825,726.02    539,622.36   iFT  0.99996277   -0 19 08.0
 GR1526;SPC NV E     - 8,141,255.306   316,371.260   MT  1.00006681   +0 45 33.2
 GR1526;SPC NV E     -26,710,101.78  1,037,961.38   sFT  1.00006681   +0 45 33.2
 GR1526;UTM  11      - 3,989,153.630   744,015.979   MT  1.00033375   +1 35 34.6
 GR1526
 GR1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1526!SPC AZ W     -   0.99991873  x   0.99996277  =   0.99988150
 GR1526!SPC NV E     -   0.99991873  x   1.00006681  =   0.99998553
 GR1526!UTM  11      -   0.99991873  x   1.00033375  =   1.00025245
 GR1526
 GR1526:                Primary Azimuth Mark                     Grid Az
 GR1526:SPC AZ W     -  A 36                                     310 56 28.2
 GR1526:SPC NV E     -  A 36                                     309 51 47.0
 GR1526:UTM  11      -  A 36                                     309 01 45.6
 GR1526
 GR1526|---------------------------------------------------------------------|
 GR1526| PID    Reference Object                     Distance      Geod. Az  |
 GR1526|                                                           dddmmss.s |
 GR1526| GR1524 A 36                                APPROX. 5.0 KM 3103720.2 |
 GR1526|---------------------------------------------------------------------|
 GR1526
 GR1526                          SUPERSEDED SURVEY CONTROL
 GR1526
 GR1526  NAD 83(1986)-  36 00 58.84670(N)    114 17 32.29333(W) AD(       ) 3
 GR1526  NGVD 29 (06/27/88)  545.0    (m)         1788.     (f) VERT ANG    3  
 GR1526
 GR1526.Superseded values are not recommended for survey control.
 GR1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1526.See file dsdata.txt to determine how the superseded data were derived.
 GR1526
 GR1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4401689154(NAD 83)
 GR1526_MARKER: DS = TRIANGULATION STATION DISK
 GR1526_SETTING: 80 = SET IN A BOULDER
 GR1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1526+STABILITY: SURFACE MOTION
 GR1526
 GR1526  HISTORY     - Date     Condition        Report By
 GR1526  HISTORY     - 1948     MONUMENTED       USGS
 GR1526
 GR1526                          STATION DESCRIPTION
 GR1526
 GR1526'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1526'LOCATED ABOUT 2.5 MI SW. OF THE TEMPLE.  ON MOST SOUTHWESTERLY TOP
 GR1526'OF TWO LIGHT-COLORED TOPS ABOUT 1000 FT. APART, ABOUT 500 FT.
 GR1526'ABOVE HIGH WATER MARK.
 GR1526'
 GR1526'TO REACH NOT GIVEN.
 GR1526'
 GR1526'STATION MARK--STANDARD TABLET STAMPED---A38 1948---, CEMENTED IN
 GR1526'TOP OF BOULDER IN PLACE.
 GR1526'
 GR1526'RMS--NONE SET.
 GR1526'
 GR1526'NOTE--FAIRCHILD STATION DESIGNATED AS F144, 55.85 FT. NW. OF
 GR1526'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0196 ***********************************************************************
 FR0196  DESIGNATION -  A 385
 FR0196  PID         -  FR0196
 FR0196  STATE/COUNTY-  AZ/YAVAPAI
 FR0196  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0196
 FR0196                         *CURRENT SURVEY CONTROL
 FR0196  ___________________________________________________________________
 FR0196* NAD 83(1986)-  35 19 42.     (N)    112 53 15.     (W)     SCALED    
 FR0196* NAVD 88     -      1598.311  (meters)    5243.79   (feet)  ADJUSTED  
 FR0196  ___________________________________________________________________
 FR0196  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0196  DYNAMIC HT  -        1596.221 (meters)    5236.94  (feet)  COMP
 FR0196  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 FR0196
 FR0196  VERT ORDER  -  FIRST     CLASS II
 FR0196
 FR0196.The horizontal coordinates were scaled from a topographic map and have
 FR0196.an estimated accuracy of +/- 6 seconds.
 FR0196
 FR0196.The orthometric height was determined by differential leveling
 FR0196.and adjusted in June 1991.
 FR0196
 FR0196.The geoid height was determined by GEOID03.
 FR0196
 FR0196.The dynamic height is computed by dividing the NAVD 88
 FR0196.geopotential number by the normal gravity value computed on the
 FR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0196.degrees latitude (g = 980.6199 gals.).
 FR0196
 FR0196.The modeled gravity was interpolated from observed gravity values.
 FR0196
 FR0196;                    North         East    Units  Estimated Accuracy
 FR0196;SPC AZ C     -   480,430.      125,100.      MT  (+/- 180 meters Scaled)
 FR0196
 FR0196                          SUPERSEDED SURVEY CONTROL
 FR0196
 FR0196  NGVD 29 (??/??/92) 1597.444  (m)         5240.95   (f) ADJ UNCH    1 2
 FR0196
 FR0196.Superseded values are not recommended for survey control.
 FR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0196.See file dsdata.txt to determine how the superseded data were derived.
 FR0196
 FR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE284110(NAD 83)
 FR0196_MARKER: DB = BENCH MARK DISK
 FR0196_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0196_STAMPING: A 385 1968
 FR0196_MARK LOGO: CGS   
 FR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0196+STABILITY: SURFACE MOTION
 FR0196
 FR0196  HISTORY     - Date     Condition        Report By
 FR0196  HISTORY     - 1968     MONUMENTED       CGS
 FR0196  HISTORY     - 1982     GOOD             NGS
 FR0196
 FR0196                          STATION DESCRIPTION
 FR0196
 FR0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0196'0.65 MI W FROM SELIGMAN.
 FR0196'0.65 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0196'THE STATION AT SELIGMAN, 0.5 MILE EAST OF A BRIDGE OVER CHINO WASH, IN
 FR0196'THE TOP OF THE EAST SIDE OF THE CONCRETE FOUNDATION OF THE NORTHEAST
 FR0196'STEEL LEG OF AN OVERHEAD SIGNAL LIGHT TOWER, 9.7 FEET NORTH OF THE
 FR0196'NORTH RAIL OF THE NORTH TRACK, ABOUT 1 1/2 FEET HIGHER THAN THE TRACK
 FR0196'AND 2 FEET ABOVE THE GROUND.
 FR0196
 FR0196                          STATION RECOVERY (1982)
 FR0196
 FR0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0299 ***********************************************************************
 FR0299  DESIGNATION -  A 386
 FR0299  PID         -  FR0299
 FR0299  STATE/COUNTY-  AZ/COCONINO
 FR0299  USGS QUAD   -  BIG BUD TANK (1981)
 FR0299
 FR0299                         *CURRENT SURVEY CONTROL
 FR0299  ___________________________________________________________________
 FR0299* NAD 83(1986)-  35 30 19.     (N)    112 51 31.     (W)     SCALED    
 FR0299* NAVD 88     -      1770.907  (meters)    5810.05   (feet)  POSTED    
 FR0299  ___________________________________________________________________
 FR0299  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 FR0299  DYNAMIC HT  -        1768.470 (meters)    5802.06  (feet)  COMP
 FR0299  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 FR0299
 FR0299  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0299
 FR0299.The horizontal coordinates were scaled from a topographic map and have
 FR0299.an estimated accuracy of +/- 6 seconds.
 FR0299
 FR0299.The orthometric height was determined by differential leveling
 FR0299.and adjusted by the  in 1992.
 FR0299.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0299.rate of 0.0 thru 1.0 mm/km.
 FR0299
 FR0299.The geoid height was determined by GEOID03.
 FR0299
 FR0299.The dynamic height is computed by dividing the NAVD 88
 FR0299.geopotential number by the normal gravity value computed on the
 FR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0299.degrees latitude (g = 980.6199 gals.).
 FR0299
 FR0299.The modeled gravity was interpolated from observed gravity values.
 FR0299
 FR0299;                    North         East    Units  Estimated Accuracy
 FR0299;SPC AZ C     -   500,040.      127,910.      MT  (+/- 180 meters Scaled)
 FR0299
 FR0299                          SUPERSEDED SURVEY CONTROL
 FR0299
 FR0299  NGVD 29 (??/??/92) 1769.913  (m)         5806.79   (f) ADJ UNCH    2 0
 FR0299
 FR0299.Superseded values are not recommended for survey control.
 FR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0299.See file dsdata.txt to determine how the superseded data were derived.
 FR0299
 FR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE314306(NAD 83)
 FR0299_MARKER: DB = BENCH MARK DISK
 FR0299_SETTING: 66 = SET IN ROCK OUTCROP
 FR0299_SP_SET: LAVA OUTCROP
 FR0299_STAMPING: A 386 1968
 FR0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0299+STABILITY: POSITION/ELEVATION WELL
 FR0299
 FR0299  HISTORY     - Date     Condition        Report By
 FR0299  HISTORY     - 1968     MONUMENTED       CGS
 FR0299
 FR0299                          STATION DESCRIPTION
 FR0299
 FR0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0299'15.25 MI N FROM SELIGMAN.
 FR0299'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0299'THE STATION AT SELIGMAN, THENCE 14.2 MILES NORTH ALONG A DIRT ROAD, IN
 FR0299'THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 FR0299'GROUND, 113 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH OF
 FR0299'A LARGE JUNIPER TREE WHICH IS IN THE OUTCROP, 2.0 FEET SOUTH OF A
 FR0299'WITNESS POST, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0324 ***********************************************************************
 FR0324  DESIGNATION -  A 387
 FR0324  PID         -  FR0324
 FR0324  STATE/COUNTY-  AZ/COCONINO
 FR0324  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0324
 FR0324                         *CURRENT SURVEY CONTROL
 FR0324  ___________________________________________________________________
 FR0324* NAD 83(1986)-  35 40 46.     (N)    112 47 09.     (W)     SCALED    
 FR0324* NAVD 88     -      1923.364  (meters)    6310.24   (feet)  POSTED    
 FR0324  ___________________________________________________________________
 FR0324  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FR0324  DYNAMIC HT  -        1920.830 (meters)    6301.92  (feet)  COMP
 FR0324  MODELED GRAV-     979,248.0   (mgal)                       NAVD 88
 FR0324
 FR0324  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0324
 FR0324.The horizontal coordinates were scaled from a topographic map and have
 FR0324.an estimated accuracy of +/- 6 seconds.
 FR0324
 FR0324.The orthometric height was determined by differential leveling
 FR0324.and adjusted by the  in 1992.
 FR0324.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0324.rate of 0.0 thru 1.0 mm/km.
 FR0324
 FR0324.The geoid height was determined by GEOID03.
 FR0324
 FR0324.The dynamic height is computed by dividing the NAVD 88
 FR0324.geopotential number by the normal gravity value computed on the
 FR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0324.degrees latitude (g = 980.6199 gals.).
 FR0324
 FR0324.The modeled gravity was interpolated from observed gravity values.
 FR0324
 FR0324;                    North         East    Units  Estimated Accuracy
 FR0324;SPC AZ C     -   519,300.      134,680.      MT  (+/- 180 meters Scaled)
 FR0324
 FR0324                          SUPERSEDED SURVEY CONTROL
 FR0324
 FR0324  NGVD 29 (??/??/92) 1922.485  (m)         6307.35   (f) ADJ UNCH    2 0
 FR0324
 FR0324.Superseded values are not recommended for survey control.
 FR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0324.See file dsdata.txt to determine how the superseded data were derived.
 FR0324
 FR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE383498(NAD 83)
 FR0324_MARKER: DB = BENCH MARK DISK
 FR0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0324_SP_SET: FOUNDATION
 FR0324_STAMPING: A 387 1968
 FR0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0324
 FR0324  HISTORY     - Date     Condition        Report By
 FR0324  HISTORY     - 1968     MONUMENTED       CGS
 FR0324
 FR0324                          STATION DESCRIPTION
 FR0324
 FR0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0324'33.75 MI N FROM SELIGMAN.
 FR0324'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0324'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0324'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES EAST
 FR0324'ALONG A DIRT ROAD ALONG A POWER LINE, 2 TOWERS EAST OF BENCH MARK Z
 FR0324'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHWEST STEEL LEG
 FR0324'OF TOWER 855, 85 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2
 FR0324'1/2 FEET HIGHER THAN THE ROAD AND 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0341 ***********************************************************************
 FR0341  DESIGNATION -  A 388
 FR0341  PID         -  FR0341
 FR0341  STATE/COUNTY-  AZ/COCONINO
 FR0341  USGS QUAD   -  TIN HOUSE (1980)
 FR0341
 FR0341                         *CURRENT SURVEY CONTROL
 FR0341  ___________________________________________________________________
 FR0341* NAD 83(1986)-  35 43 10.     (N)    112 33 49.     (W)     SCALED    
 FR0341* NAVD 88     -      1693.481  (meters)    5556.03   (feet)  POSTED    
 FR0341  ___________________________________________________________________
 FR0341  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 FR0341  DYNAMIC HT  -        1691.300 (meters)    5548.87  (feet)  COMP
 FR0341  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 FR0341
 FR0341  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0341
 FR0341.The horizontal coordinates were scaled from a topographic map and have
 FR0341.an estimated accuracy of +/- 6 seconds.
 FR0341
 FR0341.The orthometric height was determined by differential leveling
 FR0341.and adjusted by the  in 1992.
 FR0341.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0341.rate of 0.0 thru 1.0 mm/km.
 FR0341
 FR0341.The geoid height was determined by GEOID03.
 FR0341
 FR0341.The dynamic height is computed by dividing the NAVD 88
 FR0341.geopotential number by the normal gravity value computed on the
 FR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0341.degrees latitude (g = 980.6199 gals.).
 FR0341
 FR0341.The modeled gravity was interpolated from observed gravity values.
 FR0341
 FR0341;                    North         East    Units  Estimated Accuracy
 FR0341;SPC AZ C     -   523,580.      154,830.      MT  (+/- 180 meters Scaled)
 FR0341
 FR0341                          SUPERSEDED SURVEY CONTROL
 FR0341
 FR0341  NGVD 29 (??/??/92) 1692.641  (m)         5553.27   (f) ADJ UNCH    2 0
 FR0341
 FR0341.Superseded values are not recommended for survey control.
 FR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0341.See file dsdata.txt to determine how the superseded data were derived.
 FR0341
 FR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE585539(NAD 83)
 FR0341_MARKER: DB = BENCH MARK DISK
 FR0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0341_SP_SET: FOUNDATION
 FR0341_STAMPING: A 388 1968
 FR0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0341
 FR0341  HISTORY     - Date     Condition        Report By
 FR0341  HISTORY     - 1968     MONUMENTED       CGS
 FR0341
 FR0341                          STATION DESCRIPTION
 FR0341
 FR0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0341'18.1 MI W FROM WILLAHA.
 FR0341'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0341'THE SIDING SIGN AT WILLAHA, THENCE 17.3 MILES WEST ALONG A STEEL TOWER
 FR0341'POWER LINE, 3 TOWERS WEST OF BENCH MARK Z 387, IN THE TOP OF THE
 FR0341'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF TOWER 815, 52 FEET
 FR0341'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE
 FR0341'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0355 ***********************************************************************
 FR0355  DESIGNATION -  A 389
 FR0355  PID         -  FR0355
 FR0355  STATE/COUNTY-  AZ/COCONINO
 FR0355  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0355
 FR0355                         *CURRENT SURVEY CONTROL
 FR0355  ___________________________________________________________________
 FR0355* NAD 83(1986)-  35 49 05.     (N)    112 43 43.     (W)     SCALED    
 FR0355* NAVD 88     -      1721.349  (meters)    5647.46   (feet)  POSTED    
 FR0355  ___________________________________________________________________
 FR0355  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FR0355  DYNAMIC HT  -        1719.140 (meters)    5640.21  (feet)  COMP
 FR0355  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 FR0355
 FR0355  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0355
 FR0355.The horizontal coordinates were scaled from a topographic map and have
 FR0355.an estimated accuracy of +/- 6 seconds.
 FR0355
 FR0355.The orthometric height was determined by differential leveling
 FR0355.and adjusted by the  in 1992.
 FR0355.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0355.was located on a no-check spur therefore a value was not computed.
 FR0355.No vertical observational check was made to the station.
 FR0355
 FR0355.The geoid height was determined by GEOID03.
 FR0355
 FR0355.The dynamic height is computed by dividing the NAVD 88
 FR0355.geopotential number by the normal gravity value computed on the
 FR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0355.degrees latitude (g = 980.6199 gals.).
 FR0355
 FR0355.The modeled gravity was interpolated from observed gravity values.
 FR0355
 FR0355;                    North         East    Units  Estimated Accuracy
 FR0355;SPC AZ C     -   534,630.      139,990.      MT  (+/- 180 meters Scaled)
 FR0355
 FR0355                          SUPERSEDED SURVEY CONTROL
 FR0355
 FR0355  NGVD 29 (??/??/92) 1720.478  (m)         5644.60   (f) ADJ UNCH    2 0
 FR0355
 FR0355.Superseded values are not recommended for survey control.
 FR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0355.See file dsdata.txt to determine how the superseded data were derived.
 FR0355
 FR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE438651(NAD 83)
 FR0355_MARKER: DB = BENCH MARK DISK
 FR0355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0355_SP_SET: 8 FT
 FR0355_STAMPING: A 389 1968
 FR0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0355
 FR0355  HISTORY     - Date     Condition        Report By
 FR0355  HISTORY     - 1968     MONUMENTED       CGS
 FR0355
 FR0355                          STATION DESCRIPTION
 FR0355
 FR0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0355'34.15 MI W FROM WILLAHA.
 FR0355'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0355'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0355'TOWER POWER LINE, THENCE 9.7 MILES NORTH ALONG A TRACK ROAD, 1.0 MILE
 FR0355'NORTH OF A GATE ACROSS THE ROAD, 0.25 MILE SOUTH OF THE JUNCTION OF AN
 FR0355'EAST-WEST TRACK ROAD, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2
 FR0355'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 FR0355'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 8 FEET. THE
 FR0355'UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING
 FR0355'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0788 ***********************************************************************
 CZ0788  DESIGNATION -  A 39
 CZ0788  PID         -  CZ0788
 CZ0788  STATE/COUNTY-  AZ/PIMA
 CZ0788  USGS QUAD   -  THREE POINTS (1992)
 CZ0788
 CZ0788                         *CURRENT SURVEY CONTROL
 CZ0788  ___________________________________________________________________
 CZ0788* NAD 83(1986)-  32 05 46.     (N)    111 15 53.     (W)     SCALED    
 CZ0788* NAVD 88     -       764.35   (+/-2cm)    2507.7    (feet)  VERTCON   
 CZ0788  ___________________________________________________________________
 CZ0788  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0788
 CZ0788.The horizontal coordinates were scaled from a topographic map and have
 CZ0788.an estimated accuracy of +/- 6 seconds.
 CZ0788
 CZ0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0788.The vertical order pertains to the NGVD 29 superseded value.
 CZ0788
 CZ0788.The geoid height was determined by GEOID03.
 CZ0788
 CZ0788;                    North         East    Units  Estimated Accuracy
 CZ0788;SPC AZ C     -   121,710.      274,890.      MT  (+/- 180 meters Scaled)
 CZ0788
 CZ0788                          SUPERSEDED SURVEY CONTROL
 CZ0788
 CZ0788  NGVD 29 (??/??/92)  763.67   (m)         2505.5    (f) COMPUTED    2 0
 CZ0788
 CZ0788.Superseded values are not recommended for survey control.
 CZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0788.See file dsdata.txt to determine how the superseded data were derived.
 CZ0788
 CZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA750511(NAD 83)
 CZ0788_MARKER: DB = BENCH MARK DISK
 CZ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0788_STAMPING: A 39 1933
 CZ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0788+STABILITY: SURFACE MOTION
 CZ0788
 CZ0788  HISTORY     - Date     Condition        Report By
 CZ0788  HISTORY     - 1933     MONUMENTED       CGS
 CZ0788  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0788
 CZ0788                          STATION DESCRIPTION
 CZ0788
 CZ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0788'20.4 MI W FROM TUCSON.
 CZ0788'ON AJO-TUCSON HWY., 3.0 MILES EAST OF ROBLES RANCH, 0.2 MILE WEST OF
 CZ0788'CONCRETE FACED DIP IN HWY., 40 FEET NORTH OF CENTER OF HWY. AND IN
 CZ0788'LINE OF POLES.
 CZ0788
 CZ0788                          STATION RECOVERY (1999)
 CZ0788
 CZ0788'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1527 ***********************************************************************
 GR1527  DESIGNATION -  A 39
 GR1527  PID         -  GR1527
 GR1527  STATE/COUNTY-  AZ/MOHAVE
 GR1527  USGS QUAD   -  THE TEMPLE (1983)
 GR1527
 GR1527                         *CURRENT SURVEY CONTROL
 GR1527  ___________________________________________________________________
 GR1527* NAD 83(1992)-  36 02 51.43472(N)    114 18 45.74992(W)     ADJUSTED  
 GR1527* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 GR1527  ___________________________________________________________________
 GR1527  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 GR1527  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR1527  HORZ ORDER  -  THIRD
 GR1527
 GR1527.The horizontal coordinates were established by classical geodetic methods
 GR1527.and adjusted by the National Geodetic Survey in August 1993.
 GR1527
 GR1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1527
 GR1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1527
 GR1527.The geoid height was determined by GEOID03.
 GR1527
 GR1527;                    North         East     Units Scale Factor Converg.
 GR1527;SPC AZ W     -   559,961.510   162,657.791   MT  0.99996500   -0 19 52.1
 GR1527;SPC AZ W     - 1,837,144.06    533,654.17   iFT  0.99996500   -0 19 52.1
 GR1527;SPC NV E     - 8,144,701.013   314,486.783   MT  1.00006145   +0 44 52.0
 GR1527;SPC NV E     -26,721,406.57  1,031,778.72   sFT  1.00006145   +0 44 52.0
 GR1527;UTM  11      - 3,992,572.442   742,081.036   MT  1.00032215   +1 34 55.7
 GR1527
 GR1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1527!SPC AZ W     -   0.99994321  x   0.99996500  =   0.99990822
 GR1527!SPC NV E     -   0.99994321  x   1.00006145  =   1.00000466
 GR1527!UTM  11      -   0.99994321  x   1.00032215  =   1.00026534
 GR1527
 GR1527:                Primary Azimuth Mark                     Grid Az
 GR1527:SPC AZ W     -  A 37                                     299 21 04.8
 GR1527:SPC NV E     -  A 37                                     298 16 20.7
 GR1527:UTM  11      -  A 37                                     297 26 17.0
 GR1527
 GR1527|---------------------------------------------------------------------|
 GR1527| PID    Reference Object                     Distance      Geod. Az  |
 GR1527|                                                           dddmmss.s |
 GR1527| GR1525 A 37                                APPROX. 2.1 KM 2990112.7 |
 GR1527|---------------------------------------------------------------------|
 GR1527
 GR1527                          SUPERSEDED SURVEY CONTROL
 GR1527
 GR1527  NAD 83(1986)-  36 02 51.42597(N)    114 18 45.74451(W) AD(       ) 3
 GR1527  NGVD 29 (06/27/88)  389.0    (m)         1276.     (f) VERT ANG    3  
 GR1527
 GR1527.Superseded values are not recommended for survey control.
 GR1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1527.See file dsdata.txt to determine how the superseded data were derived.
 GR1527
 GR1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4208192572(NAD 83)
 GR1527_MARKER: DS = TRIANGULATION STATION DISK
 GR1527_SETTING: 80 = SET IN A BOULDER
 GR1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1527+STABILITY: SURFACE MOTION
 GR1527
 GR1527  HISTORY     - Date     Condition        Report By
 GR1527  HISTORY     - 1948     MONUMENTED       USGS
 GR1527
 GR1527                          STATION DESCRIPTION
 GR1527
 GR1527'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1527'LOCATED ABOUT 2.4 MI W. OF THE TEMPLE.  ABOUT 200 FT. SW. OF HIGH
 GR1527'WATER MARK AT NORTHEAST END OF LONG, PROMINENT RIDGE, ABOUT 10
 GR1527'FT. ABOVE HIGH WATER MARK.
 GR1527'
 GR1527'TO REACH NOT GIVEN.
 GR1527'
 GR1527'STATION MARK--STANDARD TABLET STAMPED---A39 1948---, CEMENTED IN
 GR1527'TOP OF BOULDER IN PLACE.
 GR1527'
 GR1527'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0789 ***********************************************************************
 CZ0789  DESIGNATION -  A 39 RESET
 CZ0789  PID         -  CZ0789
 CZ0789  STATE/COUNTY-  AZ/PIMA
 CZ0789  USGS QUAD   -  THREE POINTS (1992)
 CZ0789
 CZ0789                         *CURRENT SURVEY CONTROL
 CZ0789  ___________________________________________________________________
 CZ0789* NAD 83(1986)-  32 05 46.     (N)    111 15 53.     (W)     SCALED    
 CZ0789* NAVD 88     -       764.26   (+/-2cm)    2507.4    (feet)  VERTCON   
 CZ0789  ___________________________________________________________________
 CZ0789  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0789
 CZ0789.The horizontal coordinates were scaled from a topographic map and have
 CZ0789.an estimated accuracy of +/- 6 seconds.
 CZ0789
 CZ0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0789.The vertical order pertains to the NGVD 29 superseded value.
 CZ0789
 CZ0789.The geoid height was determined by GEOID03.
 CZ0789
 CZ0789;                    North         East    Units  Estimated Accuracy
 CZ0789;SPC AZ C     -   121,710.      274,890.      MT  (+/- 180 meters Scaled)
 CZ0789
 CZ0789                          SUPERSEDED SURVEY CONTROL
 CZ0789
 CZ0789  NGVD 29 (??/??/92)  763.571  (m)         2505.15   (f) ADJ UNCH    2 0
 CZ0789
 CZ0789.Superseded values are not recommended for survey control.
 CZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0789.See file dsdata.txt to determine how the superseded data were derived.
 CZ0789
 CZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA750511(NAD 83)
 CZ0789_MARKER: DB = BENCH MARK DISK
 CZ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0789_STAMPING: A 39 RESET 1935
 CZ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0789+STABILITY: SURFACE MOTION
 CZ0789
 CZ0789  HISTORY     - Date     Condition        Report By
 CZ0789  HISTORY     - 1935     MONUMENTED       CGS
 CZ0789  HISTORY     - 1951     GOOD             NGS
 CZ0789
 CZ0789                          STATION DESCRIPTION
 CZ0789
 CZ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0789'19.0 MI SW FROM TUCSON.
 CZ0789'19 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0789'HIGHWAY 86, 91 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 89
 CZ0789'FEET NORTHEAST OF A TELEPHONE POLE, 9 FEET NORTHWEST OF A POWER LINE,
 CZ0789'3.1 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD,
 CZ0789'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0789'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0364 ***********************************************************************
 FR0364  DESIGNATION -  A 390
 FR0364  PID         -  FR0364
 FR0364  STATE/COUNTY-  AZ/COCONINO
 FR0364  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0364
 FR0364                         *CURRENT SURVEY CONTROL
 FR0364  ___________________________________________________________________
 FR0364* NAD 83(1986)-  35 54 17.     (N)    112 45 02.     (W)     SCALED    
 FR0364* NAVD 88     -      1748.621  (meters)    5736.93   (feet)  POSTED    
 FR0364  ___________________________________________________________________
 FR0364  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FR0364  DYNAMIC HT  -        1746.380 (meters)    5729.58  (feet)  COMP
 FR0364  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 FR0364
 FR0364  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0364
 FR0364.The horizontal coordinates were scaled from a topographic map and have
 FR0364.an estimated accuracy of +/- 6 seconds.
 FR0364
 FR0364.The orthometric height was determined by differential leveling
 FR0364.and adjusted by the  in 1992.
 FR0364.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0364.was located on a no-check spur therefore a value was not computed.
 FR0364.No vertical observational check was made to the station.
 FR0364
 FR0364.The geoid height was determined by GEOID03.
 FR0364
 FR0364.The dynamic height is computed by dividing the NAVD 88
 FR0364.geopotential number by the normal gravity value computed on the
 FR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0364.degrees latitude (g = 980.6199 gals.).
 FR0364
 FR0364.The modeled gravity was interpolated from observed gravity values.
 FR0364
 FR0364;                    North         East    Units  Estimated Accuracy
 FR0364;SPC AZ C     -   544,260.      138,090.      MT  (+/- 180 meters Scaled)
 FR0364
 FR0364                          SUPERSEDED SURVEY CONTROL
 FR0364
 FR0364  NGVD 29 (??/??/92) 1747.737  (m)         5734.03   (f) ADJ UNCH    2 0
 FR0364
 FR0364.Superseded values are not recommended for survey control.
 FR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0364.See file dsdata.txt to determine how the superseded data were derived.
 FR0364
 FR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE420747(NAD 83)
 FR0364_MARKER: DB = BENCH MARK DISK
 FR0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0364_SP_SET: 6 FT.
 FR0364_STAMPING: A 390 1968
 FR0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0364
 FR0364  HISTORY     - Date     Condition        Report By
 FR0364  HISTORY     - 1968     MONUMENTED       CGS
 FR0364
 FR0364                          STATION DESCRIPTION
 FR0364
 FR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0364'40.95 MI NW FROM WILLAHA.
 FR0364'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0364'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0364'TOWER POWER LINE, THENCE 16.5 MILES NORTH ALONG A TRACK ROAD, 18 FEET
 FR0364'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 FR0364'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 FR0364'5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 6 FEET.  THE UPPER
 FR0364'PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5
 FR0364'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0037 ***********************************************************************
 EU0037  DESIGNATION -  A 391
 EU0037  PID         -  EU0037
 EU0037  STATE/COUNTY-  AZ/MOHAVE
 EU0037  USGS QUAD   -  TOPOCK (1970)
 EU0037
 EU0037                         *CURRENT SURVEY CONTROL
 EU0037  ___________________________________________________________________
 EU0037* NAD 83(1986)-  34 43 38.     (N)    114 23 45.     (W)     SCALED    
 EU0037* NAVD 88     -       240.323  (meters)     788.46   (feet)  ADJUSTED  
 EU0037  ___________________________________________________________________
 EU0037  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 EU0037  DYNAMIC HT  -         240.074 (meters)     787.64  (feet)  COMP
 EU0037  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 EU0037
 EU0037  VERT ORDER  -  FIRST     CLASS II
 EU0037
 EU0037.The horizontal coordinates were scaled from a topographic map and have
 EU0037.an estimated accuracy of +/- 6 seconds.
 EU0037
 EU0037.The orthometric height was determined by differential leveling
 EU0037.and adjusted in June 1991.
 EU0037
 EU0037.The geoid height was determined by GEOID03.
 EU0037
 EU0037.The dynamic height is computed by dividing the NAVD 88
 EU0037.geopotential number by the normal gravity value computed on the
 EU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0037.degrees latitude (g = 980.6199 gals.).
 EU0037
 EU0037.The modeled gravity was interpolated from observed gravity values.
 EU0037
 EU0037;                    North         East    Units  Estimated Accuracy
 EU0037;SPC AZ W     -   413,520.      154,210.      MT  (+/- 180 meters Scaled)
 EU0037
 EU0037                          SUPERSEDED SURVEY CONTROL
 EU0037
 EU0037  NGVD 29 (??/??/??)  239.666  (m)          786.30   (f) ADJUSTED    1 2
 EU0037
 EU0037.Superseded values are not recommended for survey control.
 EU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0037.See file dsdata.txt to determine how the superseded data were derived.
 EU0037
 EU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU384458(NAD 83)
 EU0037_MARKER: DB = BENCH MARK DISK
 EU0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0037_STAMPING: A 391 1961
 EU0037_MARK LOGO: CGS   
 EU0037_PROJECTION: PROJECTING 7 CENTIMETERS
 EU0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0037+STABILITY: SURFACE MOTION
 EU0037
 EU0037  HISTORY     - Date     Condition        Report By
 EU0037  HISTORY     - 1961     MONUMENTED       CGS
 EU0037  HISTORY     - 1981     GOOD             NGS
 EU0037
 EU0037                          STATION DESCRIPTION
 EU0037
 EU0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0037'5.3 MI E FROM TOPOCK.
 EU0037'ABOUT 5.3 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0037'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0037'NEAR THE WEST END OF A PARKING AREA, AT A METAL GATE NORTH OF THE
 EU0037'HIGHWAY, 115 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 EU0037'1 FOOT SOUTH OF THE FENCE, 37 FEET EAST OF THE EAST END OF THE
 EU0037'METAL GATE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 EU0037'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EU0037'3 INCHES.
 EU0037
 EU0037                          STATION RECOVERY (1981)
 EU0037
 EU0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0037'8.3 KM (5.15 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0037'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, AT A HIGHWAY SIGN READING
 EU0037'WEIGH STATION 1 MILE, 0.5 KM (0.3 MI) EAST OF MILEPOST 5, 36.0 METERS
 EU0037'(118 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES, 27.4 METERS
 EU0037'(90 FT) NORTHEAST OF THE NORTH LEG OF THE HIGHWAY SIGN, 26.5 METERS
 EU0037'(87 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 EU0037'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EU0037'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0570 ***********************************************************************
 FR0570  DESIGNATION -  A 392
 FR0570  PID         -  FR0570
 FR0570  STATE/COUNTY-  AZ/MOHAVE
 FR0570  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0570
 FR0570                         *CURRENT SURVEY CONTROL
 FR0570  ___________________________________________________________________
 FR0570* NAD 83(1986)-  35 09 44.     (N)    113 40 40.     (W)     SCALED    
 FR0570* NAVD 88     -      1101.089  (meters)    3612.49   (feet)  POSTED    
 FR0570  ___________________________________________________________________
 FR0570  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FR0570  DYNAMIC HT  -        1099.730 (meters)    3608.03  (feet)  COMP
 FR0570  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 FR0570
 FR0570  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0570
 FR0570.The horizontal coordinates were scaled from a topographic map and have
 FR0570.an estimated accuracy of +/- 6 seconds.
 FR0570
 FR0570.The orthometric height was determined by differential leveling
 FR0570.and adjusted by the  in 1992.
 FR0570.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0570.rate of 0.0 thru 1.0 mm/km.
 FR0570
 FR0570.The geoid height was determined by GEOID03.
 FR0570
 FR0570.The dynamic height is computed by dividing the NAVD 88
 FR0570.geopotential number by the normal gravity value computed on the
 FR0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0570.degrees latitude (g = 980.6199 gals.).
 FR0570
 FR0570.The modeled gravity was interpolated from observed gravity values.
 FR0570
 FR0570;                    North         East    Units  Estimated Accuracy
 FR0570;SPC AZ W     -   461,590.      219,940.      MT  (+/- 180 meters Scaled)
 FR0570
 FR0570                          SUPERSEDED SURVEY CONTROL
 FR0570
 FR0570  NGVD 29 (??/??/92) 1100.254  (m)         3609.75   (f) ADJ UNCH    2 0
 FR0570
 FR0570.Superseded values are not recommended for survey control.
 FR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0570.See file dsdata.txt to determine how the superseded data were derived.
 FR0570
 FR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD561943(NAD 83)
 FR0570_MARKER: DB = BENCH MARK DISK
 FR0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0570_STAMPING: A 392 1962
 FR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0570+STABILITY: SURFACE MOTION
 FR0570
 FR0570  HISTORY     - Date     Condition        Report By
 FR0570  HISTORY     - 1962     MONUMENTED       CGS
 FR0570  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0570
 FR0570                          STATION DESCRIPTION
 FR0570
 FR0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0570'23.10 MI NE FROM KINGMAN.
 FR0570'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0570'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0570'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0570'1.35 MILE NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0570'MILE NORTH TO A ROAD FORK AND A RANCH HOUSE ON THE LEFT, TAKE THE
 FR0570'RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE LINE,
 FR0570'THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7 MILE
 FR0570'EAST ALONG THE PIPE LINE TO A NORTH-SOUTH LINE AND A GATE, THENCE 3.3
 FR0570'MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE LINE AND A
 FR0570'GATE, THENCE 2.15 MILES EAST ALONG THE PIPE LINE TO WHERE THE
 FR0570'TELEPHONE LINE CROSSES THE PIPE LINE, 47 FEET SOUTH OF THE CENTER OF
 FR0570'THE PIPE LINE ROAD, 5 FEET WEST OF A WIRE BRACED TELEPHONE POLE WHICH
 FR0570'IS NUMBERED 3, 52.5 FEET EAST OF TELEPHONE POLE NO. 4, 2.8 FEET EAST
 FR0570'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 FR0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FR0570
 FR0570                          STATION RECOVERY (1968)
 FR0570
 FR0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0441 ***********************************************************************
 FR0441  DESIGNATION -  A 393
 FR0441  PID         -  FR0441
 FR0441  STATE/COUNTY-  AZ/YAVAPAI
 FR0441  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0441
 FR0441                         *CURRENT SURVEY CONTROL
 FR0441  ___________________________________________________________________
 FR0441* NAD 83(1986)-  35 12 34.     (N)    113 17 37.     (W)     SCALED    
 FR0441* NAVD 88     -      1602.196  (meters)    5256.54   (feet)  POSTED    
 FR0441  ___________________________________________________________________
 FR0441  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FR0441  DYNAMIC HT  -        1600.080 (meters)    5249.60  (feet)  COMP
 FR0441  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 FR0441
 FR0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0441
 FR0441.The horizontal coordinates were scaled from a topographic map and have
 FR0441.an estimated accuracy of +/- 6 seconds.
 FR0441
 FR0441.The orthometric height was determined by differential leveling
 FR0441.and adjusted by the  in 1992.
 FR0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0441.rate of 0.0 thru 1.0 mm/km.
 FR0441
 FR0441.The geoid height was determined by GEOID03.
 FR0441
 FR0441.The dynamic height is computed by dividing the NAVD 88
 FR0441.geopotential number by the normal gravity value computed on the
 FR0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0441.degrees latitude (g = 980.6199 gals.).
 FR0441
 FR0441.The modeled gravity was interpolated from observed gravity values.
 FR0441
 FR0441;                    North         East    Units  Estimated Accuracy
 FR0441;SPC AZ C     -   467,680.       87,990.      MT  (+/- 180 meters Scaled)
 FR0441
 FR0441                          SUPERSEDED SURVEY CONTROL
 FR0441
 FR0441  NGVD 29 (??/??/92) 1601.282  (m)         5253.54   (f) ADJ UNCH    2 0
 FR0441
 FR0441.Superseded values are not recommended for survey control.
 FR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0441.See file dsdata.txt to determine how the superseded data were derived.
 FR0441
 FR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD912986(NAD 83)
 FR0441_MARKER: DB = BENCH MARK DISK
 FR0441_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0441_SP_SET: UNSPEC ROCK
 FR0441_STAMPING: A 393 1962
 FR0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0441
 FR0441  HISTORY     - Date     Condition        Report By
 FR0441  HISTORY     - 1962     MONUMENTED       CGS
 FR0441
 FR0441                          STATION DESCRIPTION
 FR0441
 FR0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0441'27.3 MI W FROM SELIGMAN.
 FR0441'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0441'ITS STATION AT SELIGMAN, THENCE 24.3 MILES WEST ALONG A GRAVEL AND
 FR0441'DIRT ROAD, ON THE SOUTH SIDE OF A CURVE WITH TANGENTS TO THE EAST AND
 FR0441'SOUTHWEST, 22 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2.9 FEET
 FR0441'NORTHWEST OF A METAL WITNESS POST, AND IS SET IN THE TOP OF A 3 BY 3
 FR0441'FOOT ROCK PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0219 ***********************************************************************
 FR0219  DESIGNATION -  A 394
 FR0219  PID         -  FR0219
 FR0219  STATE/COUNTY-  AZ/YAVAPAI
 FR0219  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0219
 FR0219                         *CURRENT SURVEY CONTROL
 FR0219  ___________________________________________________________________
 FR0219* NAD 83(1986)-  35 18 53.     (N)    112 49 40.     (W)     SCALED    
 FR0219* NAVD 88     -      1631.686  (meters)    5353.29   (feet)  ADJUSTED  
 FR0219  ___________________________________________________________________
 FR0219  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0219  DYNAMIC HT  -        1629.520 (meters)    5346.18  (feet)  COMP
 FR0219  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 FR0219
 FR0219  VERT ORDER  -  FIRST     CLASS II
 FR0219
 FR0219.The horizontal coordinates were scaled from a topographic map and have
 FR0219.an estimated accuracy of +/- 6 seconds.
 FR0219
 FR0219.The orthometric height was determined by differential leveling
 FR0219.and adjusted in June 1991.
 FR0219
 FR0219.The geoid height was determined by GEOID03.
 FR0219
 FR0219.The dynamic height is computed by dividing the NAVD 88
 FR0219.geopotential number by the normal gravity value computed on the
 FR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0219.degrees latitude (g = 980.6199 gals.).
 FR0219
 FR0219.The modeled gravity was interpolated from observed gravity values.
 FR0219
 FR0219;                    North         East    Units  Estimated Accuracy
 FR0219;SPC AZ C     -   478,870.      130,510.      MT  (+/- 180 meters Scaled)
 FR0219
 FR0219                          SUPERSEDED SURVEY CONTROL
 FR0219
 FR0219  NGVD 29 (??/??/92) 1630.776  (m)         5350.30   (f) ADJ UNCH    1 2
 FR0219
 FR0219.Superseded values are not recommended for survey control.
 FR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0219.See file dsdata.txt to determine how the superseded data were derived.
 FR0219
 FR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE338094(NAD 83)
 FR0219_MARKER: DB = BENCH MARK DISK
 FR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0219_STAMPING: A 394 1962
 FR0219_MARK LOGO: CGS   
 FR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0219+STABILITY: SURFACE MOTION
 FR0219
 FR0219  HISTORY     - Date     Condition        Report By
 FR0219  HISTORY     - 1962     MONUMENTED       CGS
 FR0219  HISTORY     - 1982     GOOD             NGS
 FR0219
 FR0219                          STATION DESCRIPTION
 FR0219
 FR0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0219'2.9 MI E FROM SELIGMAN.
 FR0219'2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0219'SANTA FE RAILWAY STATION AT SELIGMAN, 123 FEET SOUTH OF THE CENTER
 FR0219'LINE OF U.S. HIGHWAY 66, 25 FEET NORTH OF THE NORTH RAIL OF THE WEST
 FR0219'BOUND TRACK OF THE A.T. AND S.F. RAILWAY, 13 FEET SOUTH OF A DIRT
 FR0219'ROAD, 4 FEET EAST OF A TELEPHONE POLE THE SECOND POLE EAST OF MILE
 FR0219'POST 426, 2.9 FEET WEST OF A METAL WITNESS POST, AND IS ABOUT 4 FEET
 FR0219'BELOW THE LEVEL OF THE RAILWAY, AND IS SET IN TOP OF A CONCRETE POST
 FR0219'PROJECTING 3 INCHES.
 FR0219
 FR0219                          STATION RECOVERY (1982)
 FR0219
 FR0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0685 ***********************************************************************
 DW0685  DESIGNATION -  A 395
 DW0685  PID         -  DW0685
 DW0685  STATE/COUNTY-  AZ/LA PAZ
 DW0685  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0685
 DW0685                         *CURRENT SURVEY CONTROL
 DW0685  ___________________________________________________________________
 DW0685* NAD 83(1986)-  33 40 38.     (N)    114 06 56.     (W)     SCALED    
 DW0685* NAVD 88     -       393.38   (+/-2cm)    1290.6    (feet)  VERTCON   
 DW0685  ___________________________________________________________________
 DW0685  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DW0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0685
 DW0685.The horizontal coordinates were scaled from a topographic map and have
 DW0685.an estimated accuracy of +/- 6 seconds.
 DW0685
 DW0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0685.The vertical order pertains to the NGVD 29 superseded value.
 DW0685
 DW0685.The geoid height was determined by GEOID03.
 DW0685
 DW0685;                    North         East    Units  Estimated Accuracy
 DW0685;SPC AZ W     -   296,930.      179,460.      MT  (+/- 180 meters Scaled)
 DW0685
 DW0685                          SUPERSEDED SURVEY CONTROL
 DW0685
 DW0685  NGVD 29 (??/??/??)  392.690  (m)         1288.35   (f) ADJUSTED    2 0
 DW0685
 DW0685.Superseded values are not recommended for survey control.
 DW0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0685.See file dsdata.txt to determine how the superseded data were derived.
 DW0685
 DW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT674301(NAD 83)
 DW0685_MARKER: DB = BENCH MARK DISK
 DW0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0685_SP_SET: HEADWALL OF CULVERT
 DW0685_STAMPING: A 395 1962
 DW0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0685
 DW0685  HISTORY     - Date     Condition        Report By
 DW0685  HISTORY     - 1962     MONUMENTED       CGS
 DW0685  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0685
 DW0685                          STATION DESCRIPTION
 DW0685
 DW0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0685'7 MI E FROM QUARTZSITE.
 DW0685'ABOUT 7.0 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0685'OFFICE AT QUARTZSITE, SET IN TOP OF THE EAST END OF THE SOUTH
 DW0685'HEADWALL OF A 10 FOOT CONCRETE BOX CULVERT, 25 FEET SOUTH OF THE
 DW0685'CENTER LINE OF THE EAST BOUND LANE, AND IS ABOUT 0.5 FEET
 DW0685'ABOVE THE LEVEL OF THE HIGHWAY.
 DW0685
 DW0685                          STATION RECOVERY (1981)
 DW0685
 DW0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0685'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY CONSTRUCTION ON THE
 DW0685'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1100 ***********************************************************************
 DV1100  DESIGNATION -  A 396 10
 DV1100  PID         -  DV1100
 DV1100  STATE/COUNTY-  AZ/LA PAZ
 DV1100  USGS QUAD   -  VICKSBURG (1990)
 DV1100
 DV1100                         *CURRENT SURVEY CONTROL
 DV1100  ___________________________________________________________________
 DV1100* NAD 83(1986)-  33 38 31.     (N)    113 51 21.     (W)     SCALED    
 DV1100* NAVD 88     -       372.68   (+/-2cm)    1222.7    (feet)  VERTCON   
 DV1100  ___________________________________________________________________
 DV1100  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1100
 DV1100.The horizontal coordinates were scaled from a topographic map and have
 DV1100.an estimated accuracy of +/- 6 seconds.
 DV1100
 DV1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1100.The vertical order pertains to the NGVD 29 superseded value.
 DV1100
 DV1100.The geoid height was determined by GEOID03.
 DV1100
 DV1100;                    North         East    Units  Estimated Accuracy
 DV1100;SPC AZ W     -   292,960.      203,540.      MT  (+/- 180 meters Scaled)
 DV1100
 DV1100                          SUPERSEDED SURVEY CONTROL
 DV1100
 DV1100  NGVD 29 (??/??/92)  372.006  (m)         1220.49   (f) ADJ UNCH    2 0
 DV1100
 DV1100.Superseded values are not recommended for survey control.
 DV1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1100.See file dsdata.txt to determine how the superseded data were derived.
 DV1100
 DV1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC351261(NAD 83)
 DV1100_MARKER: DB = BENCH MARK DISK
 DV1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1100_STAMPING: A 396 10 1962
 DV1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1100+STABILITY: SURFACE MOTION
 DV1100
 DV1100  HISTORY     - Date     Condition        Report By
 DV1100  HISTORY     - 1962     MONUMENTED       CGS
 DV1100
 DV1100                          STATION DESCRIPTION
 DV1100
 DV1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1100'8.75 MI SE FROM BRENDA.
 DV1100'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1100'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 6.4 MILES
 DV1100'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1100'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL
 DV1100'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0436 ***********************************************************************
 CY0436  DESIGNATION -  A 3985.51
 CY0436  PID         -  CY0436
 CY0436  STATE/COUNTY-  AZ/COCHISE
 CY0436  USGS QUAD   -  LUZENA (1979)
 CY0436
 CY0436                         *CURRENT SURVEY CONTROL
 CY0436  ___________________________________________________________________
 CY0436* NAD 83(1986)-  32 21 24.     (N)    109 36 49.     (W)     SCALED    
 CY0436* NAVD 88     -      1215.377  (meters)    3987.45   (feet)  ADJUSTED  
 CY0436  ___________________________________________________________________
 CY0436  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0436  DYNAMIC HT  -        1213.577 (meters)    3981.54  (feet)  COMP
 CY0436  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CY0436
 CY0436  VERT ORDER  -  FIRST     CLASS II
 CY0436
 CY0436.The horizontal coordinates were scaled from a topographic map and have
 CY0436.an estimated accuracy of +/- 6 seconds.
 CY0436
 CY0436.The orthometric height was determined by differential leveling
 CY0436.and adjusted in June 1991.
 CY0436
 CY0436.The geoid height was determined by GEOID03.
 CY0436
 CY0436.The dynamic height is computed by dividing the NAVD 88
 CY0436.geopotential number by the normal gravity value computed on the
 CY0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0436.degrees latitude (g = 980.6199 gals.).
 CY0436
 CY0436.The modeled gravity was interpolated from observed gravity values.
 CY0436
 CY0436;                    North         East    Units  Estimated Accuracy
 CY0436;SPC AZ E     -   150,550.      265,410.      MT  (+/- 180 meters Scaled)
 CY0436
 CY0436                          SUPERSEDED SURVEY CONTROL
 CY0436
 CY0436  NGVD 29 (??/??/92) 1214.551  (m)         3984.74   (f) ADJ UNCH    1 2
 CY0436
 CY0436.Superseded values are not recommended for survey control.
 CY0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0436.See file dsdata.txt to determine how the superseded data were derived.
 CY0436
 CY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA304808(NAD 83)
 CY0436_MARKER: DD = SURVEY DISK
 CY0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0436_SP_SET: BRIDGE
 CY0436_STAMPING: 3985.51
 CY0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0436
 CY0436  HISTORY     - Date     Condition        Report By
 CY0436  HISTORY     - UNK      MONUMENTED       AZHD
 CY0436  HISTORY     - 1952     GOOD             NGS
 CY0436  HISTORY     - 1960     GOOD             NGS
 CY0436  HISTORY     - 1979     POOR             NGS
 CY0436
 CY0436                          STATION DESCRIPTION
 CY0436
 CY0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0436'16.2 MI NE FROM WILLCOX.
 CY0436'16.2 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0436'WILLCOX, 0.7 MILE SOUTHEAST OF THE INTERSECTION OF UNITED STATES
 CY0436'HIGHWAY 666 AND STATE HIGHWAY 86, 0.4 MILE SOUTHEAST OF HIGHWAY
 CY0436'MILEPOST NUMBER 344, THE NORTHWEST END OF THE BASE OF THE SOUTHWEST
 CY0436'RAILING OF A BRIDGE OVER A DEEP DRY WASH, 25.0 FEET SOUTHEAST OF THE
 CY0436'NORTHWEST END OF A BRIDGE, 17 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 CY0436'THE HIGHWAY, AND 0.7 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- 34.9 FEET
 CY0436'SOUTHWEST OF BENCH MARK 3985.51 (AHD).
 CY0436
 CY0436                          STATION RECOVERY (1960)
 CY0436
 CY0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0436'RECOVERED IN GOOD CONDITION.
 CY0436
 CY0436                          STATION RECOVERY (1979)
 CY0436
 CY0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0436'13.2 KILOMETERS (8.2 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0436'THE RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FRONTAGE ROAD BRIDGE
 CY0436'OVER GOLD GULCH, IN TOP OF THE ADJUSTABLE SECTION OF THE SOUTHWEST
 CY0436'CURB, 7.7 METERS (25.3 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 CY0436'CURB AND 5.3 METERS (17.5 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CY0436'ROAD.
 CY0436'THE MARK IS 0.3 M ABOVE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0371 ***********************************************************************
 CZ0371  DESIGNATION -  A 399
 CZ0371  PID         -  CZ0371
 CZ0371  STATE/COUNTY-  AZ/PINAL
 CZ0371  USGS QUAD   -  RED ROCK (1993)
 CZ0371
 CZ0371                         *CURRENT SURVEY CONTROL
 CZ0371  ___________________________________________________________________
 CZ0371* NAD 83(1986)-  32 31 24.     (N)    111 15 45.     (W)     SCALED    
 CZ0371* NAVD 88     -       607.32   (+/-2cm)    1992.5    (feet)  VERTCON   
 CZ0371  ___________________________________________________________________
 CZ0371  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0371
 CZ0371.The horizontal coordinates were scaled from a topographic map and have
 CZ0371.an estimated accuracy of +/- 6 seconds.
 CZ0371
 CZ0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0371.The vertical order pertains to the NGVD 29 superseded value.
 CZ0371
 CZ0371.The geoid height was determined by GEOID03.
 CZ0371
 CZ0371;                    North         East    Units  Estimated Accuracy
 CZ0371;SPC AZ C     -   169,080.      274,820.      MT  (+/- 180 meters Scaled)
 CZ0371
 CZ0371                          SUPERSEDED SURVEY CONTROL
 CZ0371
 CZ0371  NGVD 29 (??/??/92)  606.819  (m)         1990.87   (f) ADJ UNCH    2 0
 CZ0371
 CZ0371.Superseded values are not recommended for survey control.
 CZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0371.See file dsdata.txt to determine how the superseded data were derived.
 CZ0371
 CZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA753984(NAD 83)
 CZ0371_MARKER: DB = BENCH MARK DISK
 CZ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0371_STAMPING: A 399 1962
 CZ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0371+STABILITY: SURFACE MOTION
 CZ0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0371+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 CZ0371
 CZ0371  HISTORY     - Date     Condition        Report By
 CZ0371  HISTORY     - 1962     MONUMENTED       CGS
 CZ0371  HISTORY     - 1977     GOOD             USGS
 CZ0371  HISTORY     - 20070621 GOOD             GEOCAC
 CZ0371
 CZ0371                          STATION DESCRIPTION
 CZ0371
 CZ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0371'5.7 MI SE FROM RED ROCK.
 CZ0371'FROM THE RAILROAD DEPOT IN RED ROCK GO SOUTHEAST ON STATE HIGHWAY 84
 CZ0371'FOR 4.8 MILES, THENCE LEFT ON AN OILED ROAD FOR 0.9 MILE.  THE MARK IS
 CZ0371'77 FEET NORTHWEST OF THE CENTERLINE OF THE OILED ROAD, 40 FEET
 CZ0371'SOUTHWEST OF THE CENTER OF A GRADED ROAD, AND 1.8 FEET SOUTHEAST OF A
 CZ0371'METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A CYLINDRICAL
 CZ0371'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CZ0371
 CZ0371                          STATION RECOVERY (1977)
 CZ0371
 CZ0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0371'FROM THE SP R.R. SIDING AT RED ROCK GO SE ON FRONTAGE RD. FOR 4.8
 CZ0371'MI., THENCE LEFT ON AN OILED RD. FOR 0.9 MI., MARK IS 77 FT. NW OF
 CZ0371'THE CENTERLINE OF THE OILED RD., 40 FT. SW OF THE CENTER OF A GRADED
 CZ0371'RD., 1.8 FT. SE OF A METAL WITNESS POST. SET IN THE TOP OF A
 CZ0371'CYLINDRICAL CONC. POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND. STD.
 CZ0371'BRONZE DISK STAMPED A 399 1962.
 CZ0371
 CZ0371                          STATION RECOVERY (2007)
 CZ0371
 CZ0371'RECOVERY NOTE BY GEOCACHING 2007 (JRB)
 CZ0371'TO REACH THE STATION FROM THE MARANA INTERCHANGE OF INTERSTATE HIGHWAY
 CZ0371'10 PROCEED NORTHWEST ON THE WESTBOUND FRONTAGE ROAD FOR APPROX 5.5
 CZ0371'MILES TO MISSILE BASE ROAD. GO EAST ON MISSLE BASE ROAD FOR APPROX
 CZ0371'1500 METERS TO MARYLYNNE LANE AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1528 ***********************************************************************
 GR1528  DESIGNATION -  A 4
 GR1528  PID         -  GR1528
 GR1528  STATE/COUNTY-  AZ/MOHAVE
 GR1528  USGS QUAD   -  HOOVER DAM (1997)
 GR1528
 GR1528                         *CURRENT SURVEY CONTROL
 GR1528  ___________________________________________________________________
 GR1528* NAD 83(1992)-  36 04 51.27994(N)    114 42 58.40615(W)     ADJUSTED  
 GR1528* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1528  ___________________________________________________________________
 GR1528  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 GR1528  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GR1528  HORZ ORDER  -  THIRD
 GR1528
 GR1528.The horizontal coordinates were established by classical geodetic methods
 GR1528.and adjusted by the National Geodetic Survey in August 1993.
 GR1528
 GR1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1528
 GR1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1528
 GR1528.The geoid height was determined by GEOID03.
 GR1528
 GR1528;                    North         East     Units Scale Factor Converg.
 GR1528;SPC AZ W     -   563,940.821   126,335.292   MT  1.00002662   -0 34 08.7
 GR1528;SPC AZ W     - 1,850,199.54    414,485.87   iFT  1.00002662   -0 34 08.7
 GR1528;SPC NV E     - 8,147,995.486   278,094.953   MT  0.99997512   +0 30 38.5
 GR1528;SPC NV E     -26,732,215.19    912,383.19   sFT  0.99997512   +0 30 38.5
 GR1528;UTM  11      - 3,995,337.080   705,637.674   MT  1.00012107   +1 20 43.6
 GR1528
 GR1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1528!SPC AZ W     -   0.99994655  x   1.00002662  =   0.99997317
 GR1528!SPC NV E     -   0.99994655  x   0.99997512  =   0.99992167
 GR1528!UTM  11      -   0.99994655  x   1.00012107  =   1.00006761
 GR1528
 GR1528:                Primary Azimuth Mark                     Grid Az
 GR1528:SPC AZ W     -  CASH                                     182 14 49.4
 GR1528:SPC NV E     -  CASH                                     181 10 02.2
 GR1528:UTM  11      -  CASH                                     180 19 57.1
 GR1528
 GR1528|---------------------------------------------------------------------|
 GR1528| PID    Reference Object                     Distance      Geod. Az  |
 GR1528|                                                           dddmmss.s |
 GR1528| GR1866 CASH                                APPROX. 1.2 KM 1814040.7 |
 GR1528|---------------------------------------------------------------------|
 GR1528
 GR1528                          SUPERSEDED SURVEY CONTROL
 GR1528
 GR1528  NAD 83(1986)-  36 04 51.26704(N)    114 42 58.39404(W) AD(       ) 3
 GR1528  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1528
 GR1528.Superseded values are not recommended for survey control.
 GR1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1528.See file dsdata.txt to determine how the superseded data were derived.
 GR1528
 GR1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0563895337(NAD 83)
 GR1528_MARKER: DS = TRIANGULATION STATION DISK
 GR1528_SETTING: 80 = SET IN A BOULDER
 GR1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1528+STABILITY: SURFACE MOTION
 GR1528
 GR1528  HISTORY     - Date     Condition        Report By
 GR1528  HISTORY     - 1947     MONUMENTED       USGS
 GR1528
 GR1528                          STATION DESCRIPTION
 GR1528
 GR1528'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1528'LOCATED ABOUT 4.7 MI N. OF HOOVER DAM.  ABOUT 110 FT. S. OF HIGH
 GR1528'WATER MARK AT END OF LOW, NARROW, SPUR RIDGE, ABOUT 15 FT. ABOVE
 GR1528'HIGH WATER MARK.
 GR1528'
 GR1528'TO REACH NOT GIVEN.
 GR1528'
 GR1528'STATION MARK--STANDARD TABLET STAMPED---A4 1947---, CEMENTED IN TOP
 GR1528'OF BOULDER IN PLACE.
 GR1528'
 GR1528'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0373 ***********************************************************************
 DT0373  DESIGNATION -  A 40
 DT0373  PID         -  DT0373
 DT0373  STATE/COUNTY-  AZ/GREENLEE
 DT0373  USGS QUAD   -  CLIFTON (1989)
 DT0373
 DT0373                         *CURRENT SURVEY CONTROL
 DT0373  ___________________________________________________________________
 DT0373* NAD 83(1986)-  33 01 28.     (N)    109 15 24.     (W)     SCALED    
 DT0373* NAVD 88     -      1267.917  (meters)    4159.82   (feet)  ADJUSTED  
 DT0373  ___________________________________________________________________
 DT0373  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DT0373  DYNAMIC HT  -        1266.083 (meters)    4153.81  (feet)  COMP
 DT0373  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 DT0373
 DT0373  VERT ORDER  -  SECOND    CLASS 0
 DT0373
 DT0373.The horizontal coordinates were scaled from a topographic map and have
 DT0373.an estimated accuracy of +/- 6 seconds.
 DT0373
 DT0373.The orthometric height was determined by differential leveling
 DT0373.and adjusted in June 1991.
 DT0373
 DT0373.The geoid height was determined by GEOID03.
 DT0373
 DT0373.The dynamic height is computed by dividing the NAVD 88
 DT0373.geopotential number by the normal gravity value computed on the
 DT0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0373.degrees latitude (g = 980.6199 gals.).
 DT0373
 DT0373.The modeled gravity was interpolated from observed gravity values.
 DT0373
 DT0373;                    North         East    Units  Estimated Accuracy
 DT0373;SPC AZ E     -   224,830.      298,370.      MT  (+/- 180 meters Scaled)
 DT0373
 DT0373                          SUPERSEDED SURVEY CONTROL
 DT0373
 DT0373  NGVD 29 (??/??/92) 1267.181  (m)         4157.41   (f) ADJ UNCH    2 0
 DT0373
 DT0373.Superseded values are not recommended for survey control.
 DT0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0373.See file dsdata.txt to determine how the superseded data were derived.
 DT0373
 DT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB628553(NAD 83)
 DT0373_MARKER: DB = BENCH MARK DISK
 DT0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0373_STAMPING: A 40 1934
 DT0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0373+STABILITY: SURFACE MOTION
 DT0373
 DT0373  HISTORY     - Date     Condition        Report By
 DT0373  HISTORY     - 1934     MONUMENTED       CGS
 DT0373
 DT0373                          STATION DESCRIPTION
 DT0373
 DT0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0373'4.3 MI SE FROM CLIFTON.
 DT0373'ON STATE HWY. NO. 75, AT INTERSECTION OF HWY. 75 AND CUT OFF TO HWY.
 DT0373'NO. 71, AT SUMMIT OF GRADE UP WARD CANYON, 100 FT. EAST OF
 DT0373'INTERSECTION OF HWYS., AND 36 FT. SOUTH OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1529 ***********************************************************************
 GR1529  DESIGNATION -  A 40
 GR1529  PID         -  GR1529
 GR1529  STATE/COUNTY-  AZ/MOHAVE
 GR1529  USGS QUAD   -  THE TEMPLE (1983)
 GR1529
 GR1529                         *CURRENT SURVEY CONTROL
 GR1529  ___________________________________________________________________
 GR1529* NAD 83(1992)-  36 02 23.92860(N)    114 17 07.43125(W)     ADJUSTED  
 GR1529* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1529  ___________________________________________________________________
 GR1529  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 GR1529  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GR1529  HORZ ORDER  -  THIRD
 GR1529
 GR1529.The horizontal coordinates were established by classical geodetic methods
 GR1529.and adjusted by the National Geodetic Survey in August 1993.
 GR1529
 GR1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1529
 GR1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1529
 GR1529.The geoid height was determined by GEOID03.
 GR1529
 GR1529;                    North         East     Units Scale Factor Converg.
 GR1529;SPC AZ W     -   559,099.880   165,113.957   MT  0.99996200   -0 18 54.0
 GR1529;SPC AZ W     - 1,834,317.19    541,712.46   iFT  0.99996200   -0 18 54.0
 GR1529;SPC NV E     - 8,143,885.697   316,958.987   MT  1.00006850   +0 45 49.4
 GR1529;SPC NV E     -26,718,731.66  1,039,889.61   sFT  1.00006850   +0 45 49.4
 GR1529;UTM  11      - 3,991,793.003   744,565.506   MT  1.00033705   +1 35 52.5
 GR1529
 GR1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1529!SPC AZ W     -   0.99994509  x   0.99996200  =   0.99990709
 GR1529!SPC NV E     -   0.99994509  x   1.00006850  =   1.00001358
 GR1529!UTM  11      -   0.99994509  x   1.00033705  =   1.00028212
 GR1529
 GR1529:                Primary Azimuth Mark                     Grid Az
 GR1529:SPC AZ W     -  A 39                                     289 19 51.6
 GR1529:SPC NV E     -  A 39                                     288 15 08.2
 GR1529:UTM  11      -  A 39                                     287 25 05.1
 GR1529
 GR1529|---------------------------------------------------------------------|
 GR1529| PID    Reference Object                     Distance      Geod. Az  |
 GR1529|                                                           dddmmss.s |
 GR1529| GR1527 A 39                                APPROX. 2.6 KM 2890057.6 |
 GR1529|---------------------------------------------------------------------|
 GR1529
 GR1529                          SUPERSEDED SURVEY CONTROL
 GR1529
 GR1529  NAD 83(1986)-  36 02 23.92028(N)    114 17 07.42671(W) AD(       ) 3
 GR1529  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GR1529
 GR1529.Superseded values are not recommended for survey control.
 GR1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1529.See file dsdata.txt to determine how the superseded data were derived.
 GR1529
 GR1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4456691793(NAD 83)
 GR1529_MARKER: DS = TRIANGULATION STATION DISK
 GR1529_SETTING: 66 = SET IN ROCK OUTCROP
 GR1529_SP_SET: SET IN ROCK OUTCROP
 GR1529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1529+STABILITY: POSITION/ELEVATION WELL
 GR1529
 GR1529  HISTORY     - Date     Condition        Report By
 GR1529  HISTORY     - 1948     MONUMENTED       USGS
 GR1529
 GR1529                          STATION DESCRIPTION
 GR1529
 GR1529'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1529'LOCATED ABOUT 1 MI SW. OF THE TEMPLE.  ABOUT 500 FT. N. OF HIGHEST
 GR1529'POINT OF SMALL ISLAND, ON SMALL TOP, ABOUT 45 FT. ABOVE HIGH
 GR1529'WATER MARK.
 GR1529'
 GR1529'TO REACH NOT GIVEN.
 GR1529'
 GR1529'STATION MARK--STANDARD TABLET STAMPED---A40 1948---, CEMENTED IN
 GR1529'TOP OF ROCK OUTCROP.
 GR1529'
 GR1529'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0079 ***********************************************************************
 GP0079  DESIGNATION -  A 401
 GP0079  PID         -  GP0079
 GP0079  STATE/COUNTY-  AZ/COCONINO
 GP0079  USGS QUAD   -  PAGE (1985)
 GP0079
 GP0079                         *CURRENT SURVEY CONTROL
 GP0079  ___________________________________________________________________
 GP0079* NAD 83(1986)-  36 56 16.     (N)    111 25 05.     (W)     SCALED    
 GP0079* NAVD 88     -      1192.271  (meters)    3911.64   (feet)  ADJUSTED  
 GP0079  ___________________________________________________________________
 GP0079  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0079  DYNAMIC HT  -        1190.892 (meters)    3907.12  (feet)  COMP
 GP0079  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 GP0079
 GP0079  VERT ORDER  -  FIRST     CLASS II
 GP0079
 GP0079.The horizontal coordinates were scaled from a topographic map and have
 GP0079.an estimated accuracy of +/- 6 seconds.
 GP0079
 GP0079.The orthometric height was determined by differential leveling
 GP0079.and adjusted in June 1991.
 GP0079
 GP0079.The geoid height was determined by GEOID03.
 GP0079
 GP0079.The dynamic height is computed by dividing the NAVD 88
 GP0079.geopotential number by the normal gravity value computed on the
 GP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0079.degrees latitude (g = 980.6199 gals.).
 GP0079
 GP0079.The modeled gravity was interpolated from observed gravity values.
 GP0079
 GP0079;                    North         East    Units  Estimated Accuracy
 GP0079;SPC AZ C     -   658,680.      257,770.      MT  (+/- 180 meters Scaled)
 GP0079
 GP0079                          SUPERSEDED SURVEY CONTROL
 GP0079
 GP0079  NGVD 29 (??/??/92) 1191.364  (m)         3908.67   (f) ADJ UNCH    1 2
 GP0079
 GP0079.Superseded values are not recommended for survey control.
 GP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0079.See file dsdata.txt to determine how the superseded data were derived.
 GP0079
 GP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF627880(NAD 83)
 GP0079_MARKER: DB = BENCH MARK DISK
 GP0079_SETTING: 66 = SET IN ROCK OUTCROP
 GP0079_SP_SET: SANDSTONE OUTCROP
 GP0079_STAMPING: A 401 1962
 GP0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0079+STABILITY: POSITION/ELEVATION WELL
 GP0079
 GP0079  HISTORY     - Date     Condition        Report By
 GP0079  HISTORY     - 1962     MONUMENTED       CGS
 GP0079
 GP0079                          STATION DESCRIPTION
 GP0079
 GP0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0079'3.3 MI NE FROM PAGE.
 GP0079'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0079'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0079'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0079'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0079'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0079'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 1.8 MILES NORTHEAST
 GP0079'ACROSS COUNTRY.  0.5 MILE EAST-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 GP0079'POST WHICH IS ON THE NORTHEAST BANK OF ANTELOPE CREEK, SET IN THE TOP
 GP0079'OF A ROCK OUTCROP WHICH PROJECTS 3 FEET, 46 FEET SOUTH-SOUTHWEST OF A
 GP0079'LARGE SANDSTONE OUTCROP WHICH PROJECTS 8 FEET, AND 24.0 FEET
 GP0079'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0121 ***********************************************************************
 GP0121  DESIGNATION -  A 402
 GP0121  PID         -  GP0121
 GP0121  STATE/COUNTY-  AZ/COCONINO
 GP0121  USGS QUAD   -  PAGE (1985)
 GP0121
 GP0121                         *CURRENT SURVEY CONTROL
 GP0121  ___________________________________________________________________
 GP0121* NAD 83(1986)-  36 56 12.     (N)    111 29 04.     (W)     SCALED    
 GP0121* NAVD 88     -       972.570  (meters)    3190.84   (feet)  ADJUSTED  
 GP0121  ___________________________________________________________________
 GP0121  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0121  DYNAMIC HT  -         971.465 (meters)    3187.21  (feet)  COMP
 GP0121  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 GP0121
 GP0121  VERT ORDER  -  FIRST     CLASS II
 GP0121
 GP0121.The horizontal coordinates were scaled from a topographic map and have
 GP0121.an estimated accuracy of +/- 6 seconds.
 GP0121
 GP0121.The orthometric height was determined by differential leveling
 GP0121.and adjusted in June 1991.
 GP0121
 GP0121.The geoid height was determined by GEOID03.
 GP0121
 GP0121.The dynamic height is computed by dividing the NAVD 88
 GP0121.geopotential number by the normal gravity value computed on the
 GP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0121.degrees latitude (g = 980.6199 gals.).
 GP0121
 GP0121.The modeled gravity was interpolated from observed gravity values.
 GP0121
 GP0121;                    North         East    Units  Estimated Accuracy
 GP0121;SPC AZ C     -   658,530.      251,860.      MT  (+/- 180 meters Scaled)
 GP0121
 GP0121                          SUPERSEDED SURVEY CONTROL
 GP0121
 GP0121  NGVD 29 (??/??/92)  971.679  (m)         3187.92   (f) ADJ UNCH    1 2
 GP0121
 GP0121.Superseded values are not recommended for survey control.
 GP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0121.See file dsdata.txt to determine how the superseded data were derived.
 GP0121
 GP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568879(NAD 83)
 GP0121_MARKER: DB = BENCH MARK DISK
 GP0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0121_SP_SET: DECKING
 GP0121_STAMPING: A 402 1962
 GP0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0121
 GP0121  HISTORY     - Date     Condition        Report By
 GP0121  HISTORY     - 1962     MONUMENTED       CGS
 GP0121
 GP0121                          STATION DESCRIPTION
 GP0121
 GP0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0121'IN PAGE.
 GP0121'AT THE POWERPLANT OF THE GLEN CANYON DAM, INSIDE UNIT EIGHT OF THE
 GP0121'POWERHOUSE, 44 FEET WEST OF THE WEST EDGE OF THE NORTH DOOR TO THE
 GP0121'POWERPLANT SERVICE BAY, 22 FEET WEST OF THE TOP STEP OF A CONCRETE
 GP0121'STAIRWAY LEADING INTO THE POWERHOUSE, 4.0 FEET SOUTH OF THE NORTH WALL
 GP0121'OF THE POWERHOUSE, 4-INCHES EAST OF A METAL BASE PLATE OF A METAL
 GP0121'COLUMN, AT A-LINE COLUMN 32, AND SET IN THE TOP OF A CONCRETE DECKING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1255 ***********************************************************************
 DU1255  DESIGNATION -  A 403
 DU1255  PID         -  DU1255
 DU1255  STATE/COUNTY-  AZ/GILA
 DU1255  USGS QUAD   -  GLOBE (1982)
 DU1255
 DU1255                         *CURRENT SURVEY CONTROL
 DU1255  ___________________________________________________________________
 DU1255* NAD 83(1986)-  33 24 33.     (N)    110 47 39.     (W)     SCALED    
 DU1255* NAVD 88     -      1046.146  (meters)    3432.23   (feet)  ADJUSTED  
 DU1255  ___________________________________________________________________
 DU1255  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU1255  DYNAMIC HT  -        1044.731 (meters)    3427.59  (feet)  COMP
 DU1255  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 DU1255
 DU1255  VERT ORDER  -  FIRST     CLASS II
 DU1255
 DU1255.The horizontal coordinates were scaled from a topographic map and have
 DU1255.an estimated accuracy of +/- 6 seconds.
 DU1255
 DU1255.The orthometric height was determined by differential leveling
 DU1255.and adjusted in June 1991.
 DU1255
 DU1255.The geoid height was determined by GEOID03.
 DU1255
 DU1255.The dynamic height is computed by dividing the NAVD 88
 DU1255.geopotential number by the normal gravity value computed on the
 DU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1255.degrees latitude (g = 980.6199 gals.).
 DU1255
 DU1255.The modeled gravity was interpolated from observed gravity values.
 DU1255
 DU1255;                    North         East    Units  Estimated Accuracy
 DU1255;SPC AZ E     -   267,300.      155,000.      MT  (+/- 180 meters Scaled)
 DU1255
 DU1255                          SUPERSEDED SURVEY CONTROL
 DU1255
 DU1255.No superseded survey control is available for this station.
 DU1255
 DU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB191966(NAD 83)
 DU1255_MARKER: DB = BENCH MARK DISK
 DU1255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1255_SP_SET: STAINLESS STEEL ROD
 DU1255_STAMPING: A 403 1979
 DU1255_PROJECTION: FLUSH
 DU1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1255_ROD/PIPE-DEPTH: 3.66 meters
 DU1255
 DU1255  HISTORY     - Date     Condition        Report By
 DU1255  HISTORY     - 1979     MONUMENTED       NGS
 DU1255  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 DU1255  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DU1255
 DU1255                          STATION DESCRIPTION
 DU1255
 DU1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1255'2.2 MI NW FROM GLOBE.
 DU1255'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1255'COURTHOUSE IN GLOBE, 33.9 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DU1255'HIGHWAY, 3.3 FEET SOUTH OF A LIGHT POLE WITH A GUYWIRE.  REFUSAL
 DU1255'WAS REACHED AT 12 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DU1255'SCREWPLUG.
 DU1255'THE MARK IS 1.8 FT  NNW FROM A WITNESS POST.
 DU1255'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 DU1255
 DU1255                          STATION RECOVERY (1995)
 DU1255
 DU1255'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1255'MARK NOT FOUND.
 DU1255
 DU1255                          STATION RECOVERY (2006)
 DU1255
 DU1255'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1255'UNABLE TO LOCATE THE LIGHT POLE, THE WITNESS POST, OR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0200 ***********************************************************************
 GP0200  DESIGNATION -  A 403
 GP0200  PID         -  GP0200
 GP0200  STATE/COUNTY-  AZ/COCONINO
 GP0200  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0200
 GP0200                         *CURRENT SURVEY CONTROL
 GP0200  ___________________________________________________________________
 GP0200* NAD 83(1986)-  36 38 08.     (N)    111 39 11.     (W)     SCALED    
 GP0200* NAVD 88     -      1555.861  (meters)    5104.52   (feet)  ADJUSTED  
 GP0200  ___________________________________________________________________
 GP0200  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GP0200  DYNAMIC HT  -        1553.978 (meters)    5098.34  (feet)  COMP
 GP0200  MODELED GRAV-     979,367.0   (mgal)                       NAVD 88
 GP0200
 GP0200  VERT ORDER  -  FIRST     CLASS II
 GP0200
 GP0200.The horizontal coordinates were scaled from a topographic map and have
 GP0200.an estimated accuracy of +/- 6 seconds.
 GP0200
 GP0200.The orthometric height was determined by differential leveling
 GP0200.and adjusted in June 1991.
 GP0200.WARNING-Repeat measurements at this control monument indicate possible
 GP0200.vertical movement.
 GP0200
 GP0200.The geoid height was determined by GEOID03.
 GP0200
 GP0200.The dynamic height is computed by dividing the NAVD 88
 GP0200.geopotential number by the normal gravity value computed on the
 GP0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0200.degrees latitude (g = 980.6199 gals.).
 GP0200
 GP0200.The modeled gravity was interpolated from observed gravity values.
 GP0200
 GP0200;                    North         East    Units  Estimated Accuracy
 GP0200;SPC AZ C     -   625,060.      236,930.      MT  (+/- 180 meters Scaled)
 GP0200
 GP0200                          SUPERSEDED SURVEY CONTROL
 GP0200
 GP0200.No superseded survey control is available for this station.
 GP0200
 GP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416546(NAD 83)
 GP0200_MARKER: DB = BENCH MARK DISK
 GP0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0200_STAMPING: A 403 1962
 GP0200_MARK LOGO: CGS   
 GP0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0200+STABILITY: SURFACE MOTION
 GP0200
 GP0200  HISTORY     - Date     Condition        Report By
 GP0200  HISTORY     - 1962     MONUMENTED       CGS
 GP0200  HISTORY     - 1978     GOOD             USGS
 GP0200  HISTORY     - 1983     GOOD             NGS
 GP0200  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0200
 GP0200                          STATION DESCRIPTION
 GP0200
 GP0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0200'0.2 MI S FROM BITTER SPRINGS.
 GP0200'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0200'STATION AT BITTER SPRINGS, AT THE JUNCTION OF U.S. HIGHWAY 89 A AND
 GP0200'U.S. HIGHWAY 89 LEADING TO PAGE, 107 FEET WEST OF THE CENTERLINE OF
 GP0200'THE JUNCTION OF THE TWO HIGHWAYS, IN LINE WITH THE CENTER OF U.S.
 GP0200'HIGHWAY 89 LEADING EAST, 3.5 FEET WEST OF A METAL WITNESS POST, AND
 GP0200'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GP0200
 GP0200                          STATION RECOVERY (1978)
 GP0200
 GP0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0200'CHANGE PRIMARY REFERENCE TO-- AT THE JCT. OF US HWY 89 AND ALT 89.
 GP0200'CHEVRON SERVICE STATION NO LONGER REMAINS AT BITTER SPRING. REMAINDER
 GP0200'OF DESCRIPTION IS ADEQUATE.
 GP0200
 GP0200                          STATION RECOVERY (1983)
 GP0200
 GP0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0200'RECOVERED IN GOOD CONDITION.
 GP0200
 GP0200                          STATION RECOVERY (1993)
 GP0200
 GP0200'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1278 ***********************************************************************
 DU1278  DESIGNATION -  A 404
 DU1278  PID         -  DU1278
 DU1278  STATE/COUNTY-  AZ/GILA
 DU1278  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1278
 DU1278                         *CURRENT SURVEY CONTROL
 DU1278  ___________________________________________________________________
 DU1278* NAD 83(1986)-  33 35 12.     (N)    110 58 32.     (W)     SCALED    
 DU1278* NAVD 88     -       759.593  (meters)    2492.10   (feet)  ADJUSTED  
 DU1278  ___________________________________________________________________
 DU1278  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DU1278  DYNAMIC HT  -         758.597 (meters)    2488.83  (feet)  COMP
 DU1278  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 DU1278
 DU1278  VERT ORDER  -  FIRST     CLASS II
 DU1278
 DU1278.The horizontal coordinates were scaled from a topographic map and have
 DU1278.an estimated accuracy of +/- 6 seconds.
 DU1278
 DU1278.The orthometric height was determined by differential leveling
 DU1278.and adjusted in June 1991.
 DU1278
 DU1278.The geoid height was determined by GEOID03.
 DU1278
 DU1278.The dynamic height is computed by dividing the NAVD 88
 DU1278.geopotential number by the normal gravity value computed on the
 DU1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1278.degrees latitude (g = 980.6199 gals.).
 DU1278
 DU1278.The modeled gravity was interpolated from observed gravity values.
 DU1278
 DU1278;                    North         East    Units  Estimated Accuracy
 DU1278;SPC AZ E     -   287,110.      138,280.      MT  (+/- 180 meters Scaled)
 DU1278
 DU1278                          SUPERSEDED SURVEY CONTROL
 DU1278
 DU1278.No superseded survey control is available for this station.
 DU1278
 DU1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC022163(NAD 83)
 DU1278_MARKER: DB = BENCH MARK DISK
 DU1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1278_SP_SET: STAINLESS STEEL ROD
 DU1278_STAMPING: A 404 1979
 DU1278_PROJECTION: FLUSH
 DU1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1278_ROD/PIPE-DEPTH: 2.44 meters
 DU1278
 DU1278  HISTORY     - Date     Condition        Report By
 DU1278  HISTORY     - 1979     MONUMENTED       NGS
 DU1278
 DU1278                          STATION DESCRIPTION
 DU1278
 DU1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1278'10.9 MI SE FROM ROOSEVELT.
 DU1278'10.9 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1278'THE POST OFFICE IN ROOSEVELT, 67.3 FEET SOUTH-
 DU1278'SOUTHWEST OF A FENCE, 69.3 FEET WEST OF THE NORTH SUPPORT LEG
 DU1278'OF A HIGHWAY SIGN (45 MPH), 23.4 FEET NORTH-NORTHWEST OF THE
 DU1278'CENTERLINE OF THE HIGHWAY AND 35.3 FEET NORTH-NORTHWEST OF THE
 DU1278'NORTH END OF A 18-INCH CULVERT RUNNING NORTH AND SOUTH UNDER
 DU1278'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 8 FEET.  ACCESS TO THE DISK
 DU1278'IS THROUGH A 4-INCH SCREWPLUG.
 DU1278'THE MARK IS 1.6 FT  NNW FROM A WITNESS POST.
 DU1278'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0195 ***********************************************************************
 GP0195  DESIGNATION -  A 404
 GP0195  PID         -  GP0195
 GP0195  STATE/COUNTY-  AZ/COCONINO
 GP0195  USGS QUAD   -  TANNER WELL (1985)
 GP0195
 GP0195                         *CURRENT SURVEY CONTROL
 GP0195  ___________________________________________________________________
 GP0195* NAD 83(1986)-  36 36 34.     (N)    111 39 14.     (W)     SCALED    
 GP0195* NAVD 88     -      1585.135  (meters)    5200.56   (feet)  ADJUSTED  
 GP0195  ___________________________________________________________________
 GP0195  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GP0195  DYNAMIC HT  -        1583.201 (meters)    5194.22  (feet)  COMP
 GP0195  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 GP0195
 GP0195  VERT ORDER  -  FIRST     CLASS II
 GP0195
 GP0195.The horizontal coordinates were scaled from a topographic map and have
 GP0195.an estimated accuracy of +/- 6 seconds.
 GP0195
 GP0195.The orthometric height was determined by differential leveling
 GP0195.and adjusted in June 1991.
 GP0195
 GP0195.The geoid height was determined by GEOID03.
 GP0195
 GP0195.The dynamic height is computed by dividing the NAVD 88
 GP0195.geopotential number by the normal gravity value computed on the
 GP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0195.degrees latitude (g = 980.6199 gals.).
 GP0195
 GP0195.The modeled gravity was interpolated from observed gravity values.
 GP0195
 GP0195;                    North         East    Units  Estimated Accuracy
 GP0195;SPC AZ C     -   622,170.      236,870.      MT  (+/- 180 meters Scaled)
 GP0195
 GP0195                          SUPERSEDED SURVEY CONTROL
 GP0195
 GP0195  NGVD 29 (??/??/92) 1584.133  (m)         5197.28   (f) ADJ UNCH    1 2
 GP0195
 GP0195.Superseded values are not recommended for survey control.
 GP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0195.See file dsdata.txt to determine how the superseded data were derived.
 GP0195
 GP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF415517(NAD 83)
 GP0195_MARKER: DB = BENCH MARK DISK
 GP0195_SETTING: 66 = SET IN ROCK OUTCROP
 GP0195_SP_SET: ROCK OUTCROP
 GP0195_STAMPING: A 404 1962
 GP0195_MARK LOGO: CGS   
 GP0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0195
 GP0195  HISTORY     - Date     Condition        Report By
 GP0195  HISTORY     - 1962     MONUMENTED       CGS
 GP0195  HISTORY     - 1978     GOOD             USGS
 GP0195  HISTORY     - 1983     GOOD             NGS
 GP0195
 GP0195                          STATION DESCRIPTION
 GP0195
 GP0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0195'2.1 MI S FROM BITTER SPRINGS.
 GP0195'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0195'STATION AT BITTER SPRINGS, 0.1 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0195'522, 324 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 110 FEET EAST OF
 GP0195'A LINE OF TELEPHONE POLES, 58 FEET EAST OF THE CENTERLINE OF A WASH,
 GP0195'35 FEET WEST OF A LARGE BOULDER WHICH PROJECTS ABOUT 8 FEET ABOVE THE
 GP0195'GROUND, 10 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 GP0195'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP.
 GP0195
 GP0195                          STATION RECOVERY (1978)
 GP0195
 GP0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0195'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0195'SPRINGS. 1.9 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0195'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0195'IS ADEQUATE.
 GP0195
 GP0195                          STATION RECOVERY (1983)
 GP0195
 GP0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0195'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.85 KM
 GP0195'(1.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0195'ALTERNATE IN BITTER SPRINGS, IN THE TOP CENTER OF A 3- BY 3-FOOT FLAT
 GP0195'TOP WHITE SANDSTONE BOULDER IN THE NORTHWEST BASE OF AND AT THE NORTH
 GP0195'END OF A LONG RIDGE OF WHITE SANDSTONE OUTCROP, 0.4 KM (0.25 MI) NORTH
 GP0195'OF MILEPOST 522, 98.7 METERS (324 FT) EAST OF THE HIGHWAY CENTERLINE,
 GP0195'33.5 METERS (110 FT) EAST OF A LINE OF TELEPHONE POLES.
 GP0195'THE MARK IS 3.0 METERS  E FROM A WITNESS POST.
 GP0195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1180 ***********************************************************************
 DU1180  DESIGNATION -  A 405
 DU1180  PID         -  DU1180
 DU1180  STATE/COUNTY-  AZ/GILA
 DU1180  USGS QUAD   -  CHROME BUTTE (1966)
 DU1180
 DU1180                         *CURRENT SURVEY CONTROL
 DU1180  ___________________________________________________________________
 DU1180* NAD 83(1986)-  33 33 08.     (N)    110 41 08.     (W)     SCALED    
 DU1180* NAVD 88     -      1413.382  (meters)    4637.07   (feet)  ADJUSTED  
 DU1180  ___________________________________________________________________
 DU1180  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DU1180  DYNAMIC HT  -        1411.407 (meters)    4630.59  (feet)  COMP
 DU1180  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 DU1180
 DU1180  VERT ORDER  -  FIRST     CLASS II
 DU1180
 DU1180.The horizontal coordinates were scaled from a topographic map and have
 DU1180.an estimated accuracy of +/- 6 seconds.
 DU1180
 DU1180.The orthometric height was determined by differential leveling
 DU1180.and adjusted in June 1991.
 DU1180
 DU1180.The geoid height was determined by GEOID03.
 DU1180
 DU1180.The dynamic height is computed by dividing the NAVD 88
 DU1180.geopotential number by the normal gravity value computed on the
 DU1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1180.degrees latitude (g = 980.6199 gals.).
 DU1180
 DU1180.The modeled gravity was interpolated from observed gravity values.
 DU1180
 DU1180;                    North         East    Units  Estimated Accuracy
 DU1180;SPC AZ E     -   283,110.      165,180.      MT  (+/- 180 meters Scaled)
 DU1180
 DU1180                          SUPERSEDED SURVEY CONTROL
 DU1180
 DU1180.No superseded survey control is available for this station.
 DU1180
 DU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC291125(NAD 83)
 DU1180_MARKER: DB = BENCH MARK DISK
 DU1180_SETTING: 66 = SET IN ROCK OUTCROP
 DU1180_SP_SET: ROCK OUTCROP
 DU1180_STAMPING: A 405 1979
 DU1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1180+STABILITY: POSITION/ELEVATION WELL
 DU1180
 DU1180  HISTORY     - Date     Condition        Report By
 DU1180  HISTORY     - 1979     MONUMENTED       NGS
 DU1180
 DU1180                          STATION DESCRIPTION
 DU1180
 DU1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1180'13.3 MI NE FROM GLOBE.
 DU1180'13.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1180'COURTHOUSE IN GLOBE, 93.5 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 DU1180'THE HIGHWAY, 141.0 FEET NORTH-NORTHEAST OF THE CENTER OF A PAVED
 DU1180'ROAD LEADING WEST.
 DU1180'THE MARK IS 2 FT  E FROM A WITNESS POST.
 DU1180'THE MARK IS 25 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0097 ***********************************************************************
 GP0097  DESIGNATION -  A 405
 GP0097  PID         -  GP0097
 GP0097  STATE/COUNTY-  AZ/COCONINO
 GP0097  USGS QUAD   -  PAGE (1985)
 GP0097
 GP0097                         *CURRENT SURVEY CONTROL
 GP0097  ___________________________________________________________________
 GP0097* NAD 83(1986)-  36 56 17.     (N)    111 29 38.     (W)     SCALED    
 GP0097* NAVD 88     -      1176.181  (meters)    3858.85   (feet)  ADJUSTED  
 GP0097  ___________________________________________________________________
 GP0097  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0097  DYNAMIC HT  -        1174.858 (meters)    3854.51  (feet)  COMP
 GP0097  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 GP0097
 GP0097  VERT ORDER  -  FIRST     CLASS II
 GP0097
 GP0097.The horizontal coordinates were scaled from a topographic map and have
 GP0097.an estimated accuracy of +/- 6 seconds.
 GP0097
 GP0097.The orthometric height was determined by differential leveling
 GP0097.and adjusted in June 1991.
 GP0097
 GP0097.The geoid height was determined by GEOID03.
 GP0097
 GP0097.The dynamic height is computed by dividing the NAVD 88
 GP0097.geopotential number by the normal gravity value computed on the
 GP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0097.degrees latitude (g = 980.6199 gals.).
 GP0097
 GP0097.The modeled gravity was interpolated from observed gravity values.
 GP0097
 GP0097;                    North         East    Units  Estimated Accuracy
 GP0097;SPC AZ C     -   658,680.      251,020.      MT  (+/- 180 meters Scaled)
 GP0097
 GP0097                          SUPERSEDED SURVEY CONTROL
 GP0097
 GP0097  NGVD 29 (??/??/92) 1175.313  (m)         3856.01   (f) ADJ UNCH    1 2
 GP0097
 GP0097.Superseded values are not recommended for survey control.
 GP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0097.See file dsdata.txt to determine how the superseded data were derived.
 GP0097
 GP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF560881(NAD 83)
 GP0097_MARKER: DB = BENCH MARK DISK
 GP0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0097_SP_SET: CATTLE GUARD
 GP0097_STAMPING: A 405 1962
 GP0097_MARK LOGO: CGS   
 GP0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0097
 GP0097  HISTORY     - Date     Condition        Report By
 GP0097  HISTORY     - 1962     MONUMENTED       CGS
 GP0097  HISTORY     - 1983     GOOD             NGS
 GP0097
 GP0097                          STATION DESCRIPTION
 GP0097
 GP0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0097'0.6 MI W FROM PAGE.
 GP0097'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 GP0097'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  104 FEET NORTHEAST OF THE
 GP0097'CENTERLINE OF THE HIGHWAY, 15.8 FEET SOUTHEAST OF THE CENTERLINE OF A
 GP0097'METAL AND CONCRETE CATTLE GUARD, ABOUT 3 FEET BELOW THE LEVEL OF THE
 GP0097'HIGHWAY, 1.0 FEET ABOVE THE METAL PORTION OF THE CATTLE GUARD, AND SET
 GP0097'IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF THE CATTLE
 GP0097'GUARD.
 GP0097
 GP0097                          STATION RECOVERY (1983)
 GP0097
 GP0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1173 ***********************************************************************
 DU1173  DESIGNATION -  A 406
 DU1173  PID         -  DU1173
 DU1173  STATE/COUNTY-  AZ/GILA
 DU1173  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1173
 DU1173                         *CURRENT SURVEY CONTROL
 DU1173  ___________________________________________________________________
 DU1173* NAD 83(1986)-  33 29 55.     (N)    110 42 45.     (W)     SCALED    
 DU1173* NAVD 88     -      1422.617  (meters)    4667.37   (feet)  ADJUSTED  
 DU1173  ___________________________________________________________________
 DU1173  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DU1173  DYNAMIC HT  -        1420.615 (meters)    4660.80  (feet)  COMP
 DU1173  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 DU1173
 DU1173  VERT ORDER  -  FIRST     CLASS II
 DU1173
 DU1173.The horizontal coordinates were scaled from a topographic map and have
 DU1173.an estimated accuracy of +/- 6 seconds.
 DU1173
 DU1173.The orthometric height was determined by differential leveling
 DU1173.and adjusted in June 1991.
 DU1173
 DU1173.The geoid height was determined by GEOID03.
 DU1173
 DU1173.The dynamic height is computed by dividing the NAVD 88
 DU1173.geopotential number by the normal gravity value computed on the
 DU1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1173.degrees latitude (g = 980.6199 gals.).
 DU1173
 DU1173.The modeled gravity was interpolated from observed gravity values.
 DU1173
 DU1173;                    North         East    Units  Estimated Accuracy
 DU1173;SPC AZ E     -   277,180.      162,640.      MT  (+/- 180 meters Scaled)
 DU1173
 DU1173                          SUPERSEDED SURVEY CONTROL
 DU1173
 DU1173.No superseded survey control is available for this station.
 DU1173
 DU1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC267066(NAD 83)
 DU1173_MARKER: DB = BENCH MARK DISK
 DU1173_SETTING: 66 = SET IN ROCK OUTCROP
 DU1173_SP_SET: ROCK OUTCROP
 DU1173_STAMPING: A 406 1979
 DU1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1173+STABILITY: POSITION/ELEVATION WELL
 DU1173
 DU1173  HISTORY     - Date     Condition        Report By
 DU1173  HISTORY     - 1979     MONUMENTED       NGS
 DU1173  HISTORY     - 20040302 MARK NOT FOUND   AZ-007
 DU1173
 DU1173                          STATION DESCRIPTION
 DU1173
 DU1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1173'9.0 MI NE FROM GLOBE.
 DU1173'9.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1173'COURTHOUSE IN GLOBE, 0.6 MILE SOUTH OF THE ENTRANCE TO AN OLD SECTION
 DU1173'OF U.S. HIGHWAY 60 LEADING NORTHWEST FROM THE HIGHWAY, 0.1 MILE NORTH
 DU1173'OF THE ENTRANCE TO AN OLD SECTION OF U.S. HIGHWAY 60 LEADING
 DU1173'NORTHEAST FROM THE HIGHWAY AND 29.5 FEET EAST OF THE CENTER OF THE
 DU1173'HIGHWAY AT A PASSING LANE AREA.
 DU1173'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1173
 DU1173                          STATION RECOVERY (2004)
 DU1173
 DU1173'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU1173'ERROSION CONTROL/SAFETY EFFORTS BY ARIZONA D.O.T. HAS REMOVED ALL ROCK
 DU1173'OUTCROPPINGS FROM THE IMMEDIATE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1213 ***********************************************************************
 DU1213  DESIGNATION -  A 407
 DU1213  PID         -  DU1213
 DU1213  STATE/COUNTY-  AZ/GILA
 DU1213  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1213
 DU1213                         *CURRENT SURVEY CONTROL
 DU1213  ___________________________________________________________________
 DU1213* NAD 83(1986)-  33 48 13.     (N)    110 28 51.     (W)     SCALED    
 DU1213* NAVD 88     -      1298.871  (meters)    4261.38   (feet)  ADJUSTED  
 DU1213  ___________________________________________________________________
 DU1213  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DU1213  DYNAMIC HT  -        1297.091 (meters)    4255.54  (feet)  COMP
 DU1213  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 DU1213
 DU1213  VERT ORDER  -  FIRST     CLASS II
 DU1213
 DU1213.The horizontal coordinates were scaled from a topographic map and have
 DU1213.an estimated accuracy of +/- 6 seconds.
 DU1213
 DU1213.The orthometric height was determined by differential leveling
 DU1213.and adjusted in June 1991.
 DU1213
 DU1213.The geoid height was determined by GEOID03.
 DU1213
 DU1213.The dynamic height is computed by dividing the NAVD 88
 DU1213.geopotential number by the normal gravity value computed on the
 DU1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1213.degrees latitude (g = 980.6199 gals.).
 DU1213
 DU1213.The modeled gravity was interpolated from observed gravity values.
 DU1213
 DU1213;                    North         East    Units  Estimated Accuracy
 DU1213;SPC AZ E     -   310,920.      184,270.      MT  (+/- 180 meters Scaled)
 DU1213
 DU1213                          SUPERSEDED SURVEY CONTROL
 DU1213
 DU1213.No superseded survey control is available for this station.
 DU1213
 DU1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC480405(NAD 83)
 DU1213_MARKER: DB = BENCH MARK DISK
 DU1213_SETTING: 66 = SET IN ROCK OUTCROP
 DU1213_SP_SET: ROCK OUTCROP
 DU1213_STAMPING: A 407 1979
 DU1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1213+STABILITY: POSITION/ELEVATION WELL
 DU1213
 DU1213  HISTORY     - Date     Condition        Report By
 DU1213  HISTORY     - 1979     MONUMENTED       NGS
 DU1213  HISTORY     - 19960918 GOOD             USPSQD
 DU1213
 DU1213                          STATION DESCRIPTION
 DU1213
 DU1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1213'40.7 MI NE FROM GLOBE.
 DU1213'2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1213'IN SALT RIVER CANYON, 77.8 FEET NORTH-NORTHEAST OF THE NORTHEAST END
 DU1213'OF A CULVERT HEADWALL AND 29.7 FEET NORTH-NORTHWEST OF THE
 DU1213'CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0
 DU1213'MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1213'THE MARK IS 1.8 FT  NNW FROM A WITNESS POST.
 DU1213'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1213
 DU1213                          STATION RECOVERY (1996)
 DU1213
 DU1213'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0327 ***********************************************************************
 ER0327  DESIGNATION -  A 408
 ER0327  PID         -  ER0327
 ER0327  STATE/COUNTY-  AZ/NAVAJO
 ER0327  USGS QUAD   -  INDIAN PINE (1977)
 ER0327
 ER0327                         *CURRENT SURVEY CONTROL
 ER0327  ___________________________________________________________________
 ER0327* NAD 83(1986)-  34 02 51.     (N)    109 55 09.     (W)     SCALED    
 ER0327* NAVD 88     -      2104.178  (meters)    6903.46   (feet)  ADJUSTED  
 ER0327  ___________________________________________________________________
 ER0327  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ER0327  DYNAMIC HT  -        2100.963 (meters)    6892.91  (feet)  COMP
 ER0327  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 ER0327
 ER0327  VERT ORDER  -  FIRST     CLASS II
 ER0327
 ER0327.The horizontal coordinates were scaled from a topographic map and have
 ER0327.an estimated accuracy of +/- 6 seconds.
 ER0327
 ER0327.The orthometric height was determined by differential leveling
 ER0327.and adjusted in June 1991.
 ER0327
 ER0327.The geoid height was determined by GEOID03.
 ER0327
 ER0327.The dynamic height is computed by dividing the NAVD 88
 ER0327.geopotential number by the normal gravity value computed on the
 ER0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0327.degrees latitude (g = 980.6199 gals.).
 ER0327
 ER0327.The modeled gravity was interpolated from observed gravity values.
 ER0327
 ER0327;                    North         East    Units  Estimated Accuracy
 ER0327;SPC AZ E     -   337,950.      236,210.      MT  (+/- 180 meters Scaled)
 ER0327
 ER0327                          SUPERSEDED SURVEY CONTROL
 ER0327
 ER0327.No superseded survey control is available for this station.
 ER0327
 ER0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC997679(NAD 83)
 ER0327_MARKER: DB = BENCH MARK DISK
 ER0327_SETTING: 66 = SET IN ROCK OUTCROP
 ER0327_SP_SET: ROCK OUTCROP
 ER0327_STAMPING: A 408 1979
 ER0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0327+STABILITY: POSITION/ELEVATION WELL
 ER0327
 ER0327  HISTORY     - Date     Condition        Report By
 ER0327  HISTORY     - 1979     MONUMENTED       NGS
 ER0327
 ER0327                          STATION DESCRIPTION
 ER0327
 ER0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0327'5.6 MI SW FROM MCNARY.
 ER0327'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0327'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 2.45 MILES
 ER0327'SOUTH ALONG STATE HIGHWAY 73, 0.05 MILE SOUTH OF A CINDER ROAD LEADING
 ER0327'INTO A CINDER PIT, 130.5 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ER0327'68.7 FEET SOUTHEAST OF UTILITY POLE NUMBER 1 360 7, 52 FEET
 ER0327'EAST-SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH THROUGH
 ER0327'THE WOODS, 63.4 FEET SOUTHEAST OF A BARBED WIRE FENCE AND 2 FEET
 ER0327'NORTH OF A 6-INCH OAK TREE.
 ER0327'THE MARK IS 1.2 FT  SE FROM A WITNESS POST.
 ER0327'THE MARK IS 12 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0462 ***********************************************************************
 DT0462  DESIGNATION -  A 409
 DT0462  PID         -  DT0462
 DT0462  STATE/COUNTY-  AZ/APACHE
 DT0462  USGS QUAD   -  NUTRIOSO (1991)
 DT0462
 DT0462                         *CURRENT SURVEY CONTROL
 DT0462  ___________________________________________________________________
 DT0462* NAD 83(1986)-  33 57 18.     (N)    109 12 32.     (W)     SCALED    
 DT0462* NAVD 88     -      2340.326  (meters)    7678.22   (feet)  ADJUSTED  
 DT0462  ___________________________________________________________________
 DT0462  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0462  DYNAMIC HT  -        2336.552 (meters)    7665.84  (feet)  COMP
 DT0462  MODELED GRAV-     978,939.2   (mgal)                       NAVD 88
 DT0462
 DT0462  VERT ORDER  -  FIRST     CLASS II
 DT0462
 DT0462.The horizontal coordinates were scaled from a topographic map and have
 DT0462.an estimated accuracy of +/- 6 seconds.
 DT0462
 DT0462.The orthometric height was determined by differential leveling
 DT0462.and adjusted in June 1991.
 DT0462
 DT0462.The geoid height was determined by GEOID03.
 DT0462
 DT0462.The dynamic height is computed by dividing the NAVD 88
 DT0462.geopotential number by the normal gravity value computed on the
 DT0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0462.degrees latitude (g = 980.6199 gals.).
 DT0462
 DT0462.The modeled gravity was interpolated from observed gravity values.
 DT0462
 DT0462;                    North         East    Units  Estimated Accuracy
 DT0462;SPC AZ E     -   328,080.      301,880.      MT  (+/- 180 meters Scaled)
 DT0462
 DT0462                          SUPERSEDED SURVEY CONTROL
 DT0462
 DT0462.No superseded survey control is available for this station.
 DT0462
 DT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC655586(NAD 83)
 DT0462_MARKER: I = METAL ROD
 DT0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0462_SP_SET: STAINLESS STEEL ROD
 DT0462_STAMPING: A 409 1980
 DT0462_PROJECTION: FLUSH
 DT0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0462_ROD/PIPE-DEPTH: 9.1  meters
 DT0462
 DT0462  HISTORY     - Date     Condition        Report By
 DT0462  HISTORY     - 1980     MONUMENTED       NGS
 DT0462
 DT0462                          STATION DESCRIPTION
 DT0462
 DT0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0462'0.3 KM NW FROM NUTRIOSO.
 DT0462'0.3 KM (0.2 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0462'POST OFFICE IN NUTRIOSO, 0.2 KM (0.1 MI) NORTHWEST OF MILE
 DT0462'POST 417, 0.2 KM (0.1 MI) NORTHWEST OF COUNTY
 DT0462'ROAD 108, 54.3 METERS (178.3 FT) NORTHWEST OF MILE POST 417, 10.9
 DT0462'METERS (35.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.3 METERS
 DT0462'(30.5 FT) SOUTH OF A T FENCE CORNER AND A GATE POST, 1.9 METERS
 DT0462'(6.2 FT) SOUTH OF TELEPHONE POLE NUMBER 7 1 229.
 DT0462'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DT0462'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 DT0462'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0206 ***********************************************************************
 DT0206  DESIGNATION -  A 41
 DT0206  PID         -  DT0206
 DT0206  STATE/COUNTY-  AZ/APACHE
 DT0206  USGS QUAD   -  LUNA LAKE (1991)
 DT0206
 DT0206                         *CURRENT SURVEY CONTROL
 DT0206  ___________________________________________________________________
 DT0206* NAD 83(1986)-  33 48 58.     (N)    109 04 22.     (W)     SCALED    
 DT0206* NAVD 88     -      2444.287  (meters)    8019.30   (feet)  ADJUSTED  
 DT0206  ___________________________________________________________________
 DT0206  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DT0206  DYNAMIC HT  -        2440.305 (meters)    8006.23  (feet)  COMP
 DT0206  MODELED GRAV-     978,918.9   (mgal)                       NAVD 88
 DT0206
 DT0206  VERT ORDER  -  FIRST     CLASS II
 DT0206
 DT0206.The horizontal coordinates were scaled from a topographic map and have
 DT0206.an estimated accuracy of +/- 6 seconds.
 DT0206
 DT0206.The orthometric height was determined by differential leveling
 DT0206.and adjusted in June 1991.
 DT0206.WARNING-Repeat measurements at this control monument indicate possible
 DT0206.vertical movement.
 DT0206
 DT0206.The geoid height was determined by GEOID03.
 DT0206
 DT0206.The dynamic height is computed by dividing the NAVD 88
 DT0206.geopotential number by the normal gravity value computed on the
 DT0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0206.degrees latitude (g = 980.6199 gals.).
 DT0206
 DT0206.The modeled gravity was interpolated from observed gravity values.
 DT0206
 DT0206;                    North         East    Units  Estimated Accuracy
 DT0206;SPC AZ E     -   312,800.      314,630.      MT  (+/- 180 meters Scaled)
 DT0206
 DT0206                          SUPERSEDED SURVEY CONTROL
 DT0206
 DT0206  NGVD 29 (??/??/92) 2443.213  (m)         8015.77   (f) ADJ UNCH    1 2
 DT0206
 DT0206.Superseded values are not recommended for survey control.
 DT0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0206.See file dsdata.txt to determine how the superseded data were derived.
 DT0206
 DT0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC783434(NAD 83)
 DT0206_MARKER: DB = BENCH MARK DISK
 DT0206_SETTING: 66 = SET IN ROCK OUTCROP
 DT0206_SP_SET: SET IN ROCK OUTCROP
 DT0206_STAMPING: A 41 1934
 DT0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0206+STABILITY: POSITION/ELEVATION WELL
 DT0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0206+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0206
 DT0206  HISTORY     - Date     Condition        Report By
 DT0206  HISTORY     - 1934     MONUMENTED       CGS
 DT0206  HISTORY     - 1980     GOOD             NGS
 DT0206  HISTORY     - 20050729 GOOD             USPSQD
 DT0206
 DT0206                          STATION DESCRIPTION
 DT0206
 DT0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0206'5.4 MI SE FROM ALPINE.
 DT0206'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM ALPINE, APACHE COUNTY,
 DT0206'1.7 MILES WEST OF THE ARIZONA-NEW MEXICO STATE LINE, 60 FEET NORTH OF
 DT0206'THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF A GROUP OF FOUR
 DT0206'YELLOW PINE TREES, AND IN THE TOP OF A DARK RHYOLITE OUTCROP. A
 DT0206'STANDARD DISK, STAMPED A 41 1934.
 DT0206
 DT0206                          STATION RECOVERY (1980)
 DT0206
 DT0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0206'8.7 KM (5.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0206'POST OFFICE IN ALPINE, 1.0 KM (0.6 MI) SOUTHEAST OF MILE
 DT0206'POST 431, 77.4 METERS (254.0 FT) SOUTHEAST OF THE CENTER OF A DIRT
 DT0206'ROAD LEADING NORTHEAST, 74.6 METERS (245.0 FT) SOUTHEAST OF THE
 DT0206'SOUTHEAST GATE POST, 21.0 METERS ( 69.0 FT) NORTH OF THE CENTERLINE
 DT0206'OF THE HIGHWAY, 10.1 METERS (33.0 FT) SOUTH OF A FENCE.
 DT0206'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 DT0206'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DT0206
 DT0206                          STATION RECOVERY (2005)
 DT0206
 DT0206'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0206'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1530 ***********************************************************************
 GR1530  DESIGNATION -  A 41
 GR1530  PID         -  GR1530
 GR1530  STATE/COUNTY-  AZ/MOHAVE
 GR1530  USGS QUAD   -  THE TEMPLE (1983)
 GR1530
 GR1530                         *CURRENT SURVEY CONTROL
 GR1530  ___________________________________________________________________
 GR1530* NAD 83(1992)-  36 01 25.42343(N)    114 16 07.88751(W)     ADJUSTED  
 GR1530* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1530  ___________________________________________________________________
 GR1530  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 GR1530  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR1530  HORZ ORDER  -  THIRD
 GR1530
 GR1530.The horizontal coordinates were established by classical geodetic methods
 GR1530.and adjusted by the National Geodetic Survey in August 1993.
 GR1530
 GR1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1530
 GR1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1530
 GR1530.The geoid height was determined by GEOID03.
 GR1530
 GR1530;                    North         East     Units Scale Factor Converg.
 GR1530;SPC AZ W     -   557,288.657   166,594.819   MT  0.99996027   -0 18 18.6
 GR1530;SPC AZ W     - 1,828,374.86    546,570.93   iFT  0.99996027   -0 18 18.6
 GR1530;SPC NV E     - 8,142,102.473   318,473.846   MT  1.00007290   +0 46 23.4
 GR1530;SPC NV E     -26,712,881.20  1,044,859.61   sFT  1.00007290   +0 46 23.4
 GR1530;UTM  11      - 3,990,031.541   746,106.578   MT  1.00034638   +1 36 25.4
 GR1530
 GR1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1530!SPC AZ W     -   0.99994696  x   0.99996027  =   0.99990724
 GR1530!SPC NV E     -   0.99994696  x   1.00007290  =   1.00001986
 GR1530!UTM  11      -   0.99994696  x   1.00034638  =   1.00029332
 GR1530
 GR1530:                Primary Azimuth Mark                     Grid Az
 GR1530:SPC AZ W     -  A 42                                     297 33 03.2
 GR1530:SPC NV E     -  A 42                                     296 28 21.2
 GR1530:UTM  11      -  A 42                                     295 38 19.2
 GR1530
 GR1530|---------------------------------------------------------------------|
 GR1530| PID    Reference Object                     Distance      Geod. Az  |
 GR1530|                                                           dddmmss.s |
 GR1530| GR1531 A 42                                APPROX. 1.0 KM 2971444.6 |
 GR1530|---------------------------------------------------------------------|
 GR1530
 GR1530                          SUPERSEDED SURVEY CONTROL
 GR1530
 GR1530  NAD 83(1986)-  36 01 25.41577(N)    114 16 07.88341(W) AD(       ) 3
 GR1530  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1530
 GR1530.Superseded values are not recommended for survey control.
 GR1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1530.See file dsdata.txt to determine how the superseded data were derived.
 GR1530
 GR1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4610790032(NAD 83)
 GR1530_MARKER: DS = TRIANGULATION STATION DISK
 GR1530_SETTING: 66 = SET IN ROCK OUTCROP
 GR1530_SP_SET: SET IN ROCK OUTCROP
 GR1530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1530+STABILITY: POSITION/ELEVATION WELL
 GR1530
 GR1530  HISTORY     - Date     Condition        Report By
 GR1530  HISTORY     - 1948     MONUMENTED       USGS
 GR1530
 GR1530                          STATION DESCRIPTION
 GR1530
 GR1530'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1530'LOCATED ABOUT 1.7 MI S. OF THE TEMPLE.  ABOUT 60 FT. N. OF HIGH
 GR1530'WATER MARK AT NORTH END OF SPUR RIDGE, ABOUT 10 FT. BELOW HIGH
 GR1530'WATER MARK.
 GR1530'
 GR1530'TO REACH NOT GIVEN.
 GR1530'
 GR1530'STATION MARK--STANDARD TABLET STAMPED---A41 1948---, CEMENTED IN
 GR1530'ROCK OUTCROP.
 GR1530'
 GR1530'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0367 ***********************************************************************
 ER0367  DESIGNATION -  A 410
 ER0367  PID         -  ER0367
 ER0367  STATE/COUNTY-  AZ/APACHE
 ER0367  USGS QUAD   -  GREER (1969)
 ER0367
 ER0367                         *CURRENT SURVEY CONTROL
 ER0367  ___________________________________________________________________
 ER0367* NAD 83(1986)-  34 05 53.     (N)    109 24 01.     (W)     SCALED    
 ER0367* NAVD 88     -      2289.197  (meters)    7510.47   (feet)  ADJUSTED  
 ER0367  ___________________________________________________________________
 ER0367  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 ER0367  DYNAMIC HT  -        2285.587 (meters)    7498.63  (feet)  COMP
 ER0367  MODELED GRAV-     978,976.6   (mgal)                       NAVD 88
 ER0367
 ER0367  VERT ORDER  -  FIRST     CLASS II
 ER0367
 ER0367.The horizontal coordinates were scaled from a topographic map and have
 ER0367.an estimated accuracy of +/- 6 seconds.
 ER0367
 ER0367.The orthometric height was determined by differential leveling
 ER0367.and adjusted in June 1991.
 ER0367
 ER0367.The geoid height was determined by GEOID03.
 ER0367
 ER0367.The dynamic height is computed by dividing the NAVD 88
 ER0367.geopotential number by the normal gravity value computed on the
 ER0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0367.degrees latitude (g = 980.6199 gals.).
 ER0367
 ER0367.The modeled gravity was interpolated from observed gravity values.
 ER0367
 ER0367;                    North         East    Units  Estimated Accuracy
 ER0367;SPC AZ E     -   343,800.      284,080.      MT  (+/- 180 meters Scaled)
 ER0367
 ER0367                          SUPERSEDED SURVEY CONTROL
 ER0367
 ER0367.No superseded survey control is available for this station.
 ER0367
 ER0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC475741(NAD 83)
 ER0367_MARKER: I = METAL ROD
 ER0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0367_SP_SET: STAINLESS STEEL ROD
 ER0367_STAMPING: A 410 1980
 ER0367_PROJECTION: FLUSH
 ER0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0367_ROD/PIPE-DEPTH: 6.7  meters
 ER0367
 ER0367  HISTORY     - Date     Condition        Report By
 ER0367  HISTORY     - 1980     MONUMENTED       NGS
 ER0367
 ER0367                          STATION DESCRIPTION
 ER0367
 ER0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0367'10.5 KM WEST FROM EAGAR.
 ER0367'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0367'OFFICE IN EAGAR, THENCE 10.3 KM (6.4 MI) WEST ALONG STATE
 ER0367'HIGHWAY 260, 0.4 KM (0.25 MI) EAST OF MILE POST 390, 30.0
 ER0367'METERS (98.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 ER0367'0.5 METERS (1.6 FT) SOUTH-SOUTHWEST OF A FENCE.  NOTE=REFUSAL WAS
 ER0367'REACHED AT 6.7 METERS (22.0 FT).  ACCESS TO THR DATUM POINT IS
 ER0367'THOROUGH A 5-INCH LOGO CAP.
 ER0367'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 ER0367'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0366 ***********************************************************************
 ER0366  DESIGNATION -  A 411
 ER0366  PID         -  ER0366
 ER0366  STATE/COUNTY-  AZ/APACHE
 ER0366  USGS QUAD   -  GREER (1969)
 ER0366
 ER0366                         *CURRENT SURVEY CONTROL
 ER0366  ___________________________________________________________________
 ER0366* NAD 83(1986)-  34 05 54.     (N)    109 24 39.     (W)     SCALED    
 ER0366* NAVD 88     -      2313.251  (meters)    7589.39   (feet)  ADJUSTED  
 ER0366  ___________________________________________________________________
 ER0366  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ER0366  DYNAMIC HT  -        2309.593 (meters)    7577.39  (feet)  COMP
 ER0366  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 ER0366
 ER0366  VERT ORDER  -  FIRST     CLASS II
 ER0366
 ER0366.The horizontal coordinates were scaled from a topographic map and have
 ER0366.an estimated accuracy of +/- 6 seconds.
 ER0366
 ER0366.The orthometric height was determined by differential leveling
 ER0366.and adjusted in June 1991.
 ER0366
 ER0366.The geoid height was determined by GEOID03.
 ER0366
 ER0366.The dynamic height is computed by dividing the NAVD 88
 ER0366.geopotential number by the normal gravity value computed on the
 ER0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0366.degrees latitude (g = 980.6199 gals.).
 ER0366
 ER0366.The modeled gravity was interpolated from observed gravity values.
 ER0366
 ER0366;                    North         East    Units  Estimated Accuracy
 ER0366;SPC AZ E     -   343,820.      283,100.      MT  (+/- 180 meters Scaled)
 ER0366
 ER0366                          SUPERSEDED SURVEY CONTROL
 ER0366
 ER0366.No superseded survey control is available for this station.
 ER0366
 ER0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC465741(NAD 83)
 ER0366_MARKER: I = METAL ROD
 ER0366_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0366+WITH SETTING: INFORMATION.
 ER0366_SP_SET: SHALLOW SET METAL ROD
 ER0366_STAMPING: A 411 1980
 ER0366_PROJECTION: FLUSH
 ER0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0366_ROD/PIPE-DEPTH: 2.4  meters
 ER0366
 ER0366  HISTORY     - Date     Condition        Report By
 ER0366  HISTORY     - 1980     MONUMENTED       NGS
 ER0366  HISTORY     - 20050729 GOOD             USPSQD
 ER0366
 ER0366                          STATION DESCRIPTION
 ER0366
 ER0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0366'11.5 KM WEST FROM EAGAR.
 ER0366'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0366'OFFICE IN EAGAR, THENCE 11.3 KM (7.0 MI) WEST ALONG STATE
 ER0366'HIGHWAY 260, 0.4 KM (0.25 MI) EAST OF MILE POST 390, 0.4
 ER0366'KM (0.25 MI) WEST OF A DIRT ROAD LEADING NORTH, 30.2
 ER0366'METERS (99.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 ER0366'2.2 METERS (7.2 FT) WEST-SOUTHWEST OF A TELEPHONE POLE AND 0.5 METERS
 ER0366'(1.5 FT) NORTH-NORTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 ER0366'2.4 METERS (8.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5
 ER0366'INCH LOGO CAP.
 ER0366'THE MARK IS 0.6 METERS  NNE FROM A WITNESS POST.
 ER0366'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 ER0366
 ER0366                          STATION RECOVERY (2005)
 ER0366
 ER0366'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0366'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1003 ***********************************************************************
 DV1003  DESIGNATION -  A 413 30
 DV1003  PID         -  DV1003
 DV1003  STATE/COUNTY-  AZ/LA PAZ
 DV1003  USGS QUAD   -  HOPE SE (1990)
 DV1003
 DV1003                         *CURRENT SURVEY CONTROL
 DV1003  ___________________________________________________________________
 DV1003* NAD 83(1986)-  33 35 31.     (N)    113 30 29.     (W)     SCALED    
 DV1003* NAVD 88     -       433.67   (+/-2cm)    1422.8    (feet)  VERTCON   
 DV1003  ___________________________________________________________________
 DV1003  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1003
 DV1003.The horizontal coordinates were scaled from a topographic map and have
 DV1003.an estimated accuracy of +/- 6 seconds.
 DV1003
 DV1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1003.The vertical order pertains to the NGVD 29 superseded value.
 DV1003
 DV1003.The geoid height was determined by GEOID03.
 DV1003
 DV1003;                    North         East    Units  Estimated Accuracy
 DV1003;SPC AZ W     -   287,430.      235,820.      MT  (+/- 180 meters Scaled)
 DV1003
 DV1003                          SUPERSEDED SURVEY CONTROL
 DV1003
 DV1003  NGVD 29 (??/??/92)  432.983  (m)         1420.55   (f) ADJ UNCH    2 0
 DV1003
 DV1003.Superseded values are not recommended for survey control.
 DV1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1003.See file dsdata.txt to determine how the superseded data were derived.
 DV1003
 DV1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC672197(NAD 83)
 DV1003_MARKER: DB = BENCH MARK DISK
 DV1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1003_STAMPING: A 413 30 1962
 DV1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1003+STABILITY: SURFACE MOTION
 DV1003
 DV1003  HISTORY     - Date     Condition        Report By
 DV1003  HISTORY     - 1962     MONUMENTED       CGS
 DV1003
 DV1003                          STATION DESCRIPTION
 DV1003
 DV1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1003'18.4 MI SE FROM SALOME.
 DV1003'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1003'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1003'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1003'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1003'RIGHT FORK OF THE ROAD AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT
 DV1003'AND A ROAD FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A
 DV1003'BLADED TRACK, THENCE 1.0 MILE EAST-SOUTHEAST ALONG THE BLADED TRACK
 DV1003'WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV1003'10, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1003'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0983 ***********************************************************************
 DU0983  DESIGNATION -  A 414
 DU0983  PID         -  DU0983
 DU0983  STATE/COUNTY-  AZ/MARICOPA
 DU0983  USGS QUAD   -  GUADALUPE (1982)
 DU0983
 DU0983                         *CURRENT SURVEY CONTROL
 DU0983  ___________________________________________________________________
 DU0983* NAD 83(1986)-  33 20 56.     (N)    111 58 12.     (W)     SCALED    
 DU0983* NAVD 88     -       382.69   (+/-2cm)    1255.5    (feet)  VERTCON   
 DU0983  ___________________________________________________________________
 DU0983  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0983
 DU0983.The horizontal coordinates were scaled from a topographic map and have
 DU0983.an estimated accuracy of +/- 6 seconds.
 DU0983
 DU0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0983.The vertical order pertains to the NGVD 29 superseded value.
 DU0983
 DU0983.The geoid height was determined by GEOID03.
 DU0983
 DU0983;                    North         East    Units  Estimated Accuracy
 DU0983;SPC AZ C     -   260,440.      208,400.      MT  (+/- 180 meters Scaled)
 DU0983
 DU0983                          SUPERSEDED SURVEY CONTROL
 DU0983
 DU0983  NGVD 29 (??/??/92)  382.089  (m)         1253.57   (f) ADJ UNCH    2 0
 DU0983
 DU0983.Superseded values are not recommended for survey control.
 DU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0983.See file dsdata.txt to determine how the superseded data were derived.
 DU0983
 DU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097903(NAD 83)
 DU0983_MARKER: DB = BENCH MARK DISK
 DU0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0983_STAMPING: A 414 1962
 DU0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0983+STABILITY: SURFACE MOTION
 DU0983
 DU0983  HISTORY     - Date     Condition        Report By
 DU0983  HISTORY     - 1962     MONUMENTED       CGS
 DU0983  HISTORY     - 20070702 MARK NOT FOUND   GEOCAC
 DU0983
 DU0983                          STATION DESCRIPTION
 DU0983
 DU0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0983'2.0 MI SW FROM GUADALUPE.
 DU0983'1.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0983'GUADALUPE, THENCE 0.4 MILE WEST ALONG EAST ELLIOT STREET, AT THE
 DU0983'JUNCTION OF A NORTH-SOUTH DIRT ROAD, 44 FEET NORTH OF THE CENTER OF
 DU0983'EAST ELLIOT STREET, 60 FEET EAST OF THE CENTER OF THE DIRT ROAD, 1.7
 DU0983'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DU0983'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0983
 DU0983                          STATION RECOVERY (2007)
 DU0983
 DU0983'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0983'THE PROPERTY AT THE DESCRIBED LOCATION HAS BEEN DEVELOPED. ASSUMED
 DU0983'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1042 ***********************************************************************
 DV1042  DESIGNATION -  A 415 52
 DV1042  PID         -  DV1042
 DV1042  STATE/COUNTY-  AZ/MARICOPA
 DV1042  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1042
 DV1042                         *CURRENT SURVEY CONTROL
 DV1042  ___________________________________________________________________
 DV1042* NAD 83(1986)-  33 31 57.     (N)    113 07 41.     (W)     SCALED    
 DV1042* NAVD 88     -       376.99   (+/-2cm)    1236.8    (feet)  VERTCON   
 DV1042  ___________________________________________________________________
 DV1042  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV1042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1042
 DV1042.The horizontal coordinates were scaled from a topographic map and have
 DV1042.an estimated accuracy of +/- 6 seconds.
 DV1042
 DV1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1042.The vertical order pertains to the NGVD 29 superseded value.
 DV1042
 DV1042.The geoid height was determined by GEOID03.
 DV1042
 DV1042;                    North         East    Units  Estimated Accuracy
 DV1042;SPC AZ C     -   281,460.      100,850.      MT  (+/- 180 meters Scaled)
 DV1042
 DV1042                          SUPERSEDED SURVEY CONTROL
 DV1042
 DV1042  NGVD 29 (??/??/92)  376.390  (m)         1234.87   (f) ADJ UNCH    2 0
 DV1042
 DV1042.Superseded values are not recommended for survey control.
 DV1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1042.See file dsdata.txt to determine how the superseded data were derived.
 DV1042
 DV1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC023123(NAD 83)
 DV1042_MARKER: DB = BENCH MARK DISK
 DV1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1042_STAMPING: A 415 52 1962
 DV1042_MARK LOGO: CGS   
 DV1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1042+STABILITY: SURFACE MOTION
 DV1042
 DV1042  HISTORY     - Date     Condition        Report By
 DV1042  HISTORY     - 1962     MONUMENTED       CGS
 DV1042  HISTORY     - 1981     GOOD             NGS
 DV1042
 DV1042                          STATION DESCRIPTION
 DV1042
 DV1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1042'15.5 MI NW FROM TONOPAH.
 DV1042'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1042'THENCE 6.2 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, THENCE 2.1
 DV1042'MILES SOUTH-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE
 DV1042'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.7 FEET NORTHWEST OF
 DV1042'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV1042'INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT
 DV1042'TONOPAH BY GOING 7.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.4 MILES
 DV1042'NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, THENCE 0.8 MILE NORTHEAST
 DV1042'ALONG A TRACK ROAD, THENCE 0.6 MILE WEST-NORTHWEST ALONG A BLADED
 DV1042'TRACK.
 DV1042
 DV1042                          STATION RECOVERY (1981)
 DV1042
 DV1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0882 ***********************************************************************
 DV0882  DESIGNATION -  A 416 75
 DV0882  PID         -  DV0882
 DV0882  STATE/COUNTY-  AZ/MARICOPA
 DV0882  USGS QUAD   -  BUCKEYE NW (1982)
 DV0882
 DV0882                         *CURRENT SURVEY CONTROL
 DV0882  ___________________________________________________________________
 DV0882* NAD 83(1986)-  33 27 02.     (N)    112 43 43.     (W)     SCALED    
 DV0882* NAVD 88     -       326.38   (+/-2cm)    1070.8    (feet)  VERTCON   
 DV0882  ___________________________________________________________________
 DV0882  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0882
 DV0882.The horizontal coordinates were scaled from a topographic map and have
 DV0882.an estimated accuracy of +/- 6 seconds.
 DV0882
 DV0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0882.The vertical order pertains to the NGVD 29 superseded value.
 DV0882
 DV0882.The geoid height was determined by GEOID03.
 DV0882
 DV0882;                    North         East    Units  Estimated Accuracy
 DV0882;SPC AZ C     -   272,010.      137,880.      MT  (+/- 180 meters Scaled)
 DV0882
 DV0882                          SUPERSEDED SURVEY CONTROL
 DV0882
 DV0882  NGVD 29 (??/??/92)  325.736  (m)         1068.69   (f) ADJ UNCH    2 0
 DV0882
 DV0882.Superseded values are not recommended for survey control.
 DV0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0882.See file dsdata.txt to determine how the superseded data were derived.
 DV0882
 DV0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC393025(NAD 83)
 DV0882_MARKER: DB = BENCH MARK DISK
 DV0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0882_STAMPING: A 416 75 1962
 DV0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0882+STABILITY: SURFACE MOTION
 DV0882
 DV0882  HISTORY     - Date     Condition        Report By
 DV0882  HISTORY     - 1962     MONUMENTED       CGS
 DV0882  HISTORY     - 1974     GOOD             NGS
 DV0882
 DV0882                          STATION DESCRIPTION
 DV0882
 DV0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0882'14.15 MI SE FROM TONOPAH.
 DV0882'12.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0882'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD TO THE JUNCTION OF A BLADED
 DV0882'TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0882'HIGHWAY 10, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, SET IN TOP OF
 DV0882'A CONCRETE POST PROJECTING 3 INCHES, AND IN THE CENTER OF THE MEDIAN
 DV0882'STRIP.
 DV0882
 DV0882                          STATION RECOVERY (1974)
 DV0882
 DV0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0883 ***********************************************************************
 DV0883  DESIGNATION -  A 416 75 RESET
 DV0883  PID         -  DV0883
 DV0883  STATE/COUNTY-  AZ/MARICOPA
 DV0883  USGS QUAD   -  BUCKEYE NW (1982)
 DV0883
 DV0883                         *CURRENT SURVEY CONTROL
 DV0883  ___________________________________________________________________
 DV0883* NAD 83(1986)-  33 27 02.     (N)    112 43 42.     (W)     SCALED    
 DV0883* NAVD 88     -       326.00   (+/-2cm)    1069.6    (feet)  VERTCON   
 DV0883  ___________________________________________________________________
 DV0883  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV0883  VERT ORDER  -  THIRD (See Below)
 DV0883
 DV0883.The horizontal coordinates were scaled from a topographic map and have
 DV0883.an estimated accuracy of +/- 6 seconds.
 DV0883
 DV0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0883.The vertical order pertains to the NGVD 29 superseded value.
 DV0883
 DV0883.The geoid height was determined by GEOID03.
 DV0883
 DV0883;                    North         East    Units  Estimated Accuracy
 DV0883;SPC AZ C     -   272,010.      137,900.      MT  (+/- 180 meters Scaled)
 DV0883
 DV0883                          SUPERSEDED SURVEY CONTROL
 DV0883
 DV0883  NGVD 29 (03/28/06)  325.36   (m)         1067.5    (f) RESET       3  
 DV0883
 DV0883.Superseded values are not recommended for survey control.
 DV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0883.See file dsdata.txt to determine how the superseded data were derived.
 DV0883
 DV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC393025(NAD 83)
 DV0883_MARKER: DB = BENCH MARK DISK
 DV0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0883_SP_SET: MONUMENT
 DV0883_STAMPING: A 416 RESET 1974
 DV0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0883
 DV0883  HISTORY     - Date     Condition        Report By
 DV0883  HISTORY     - 1974     MONUMENTED       NGS
 DV0883
 DV0883                          STATION DESCRIPTION
 DV0883
 DV0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DV0883'16.1 MI SE FROM TONOPAH.
 DV0883'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0883'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0883'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.0 MILE WEST ALONG THE SOUTH
 DV0883'RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DV0883'INCHES.  75 YARDS EAST OF A PROMINENT WASH, 39 FEET WEST OF A SMALL
 DV0883'WASH AND 2 FEET WEST OF A WITNESS POST AND SIGN SET IN THE SOUTH RIGHT
 DV0883'OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1471 ***********************************************************************
 CZ1471  DESIGNATION -  A 418
 CZ1471  PID         -  CZ1471
 CZ1471  STATE/COUNTY-  AZ/PIMA
 CZ1471  USGS QUAD   -  TUCSON (1992)
 CZ1471
 CZ1471                         *CURRENT SURVEY CONTROL
 CZ1471  ___________________________________________________________________
 CZ1471* NAD 83(1986)-  32 11 26.     (N)    110 54 58.     (W)     SCALED    
 CZ1471* NAVD 88     -       773.818  (meters)    2538.77   (feet)  ADJUSTED  
 CZ1471  ___________________________________________________________________
 CZ1471  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ1471  DYNAMIC HT  -         772.742 (meters)    2535.24  (feet)  COMP
 CZ1471  MODELED GRAV-     979,223.7   (mgal)                       NAVD 88
 CZ1471  OBS GRAVITY -     979,223.9   (mgal)                       GRAV_OBS
 CZ1471
 CZ1471  VERT ORDER  -  FIRST     CLASS II
 CZ1471
 CZ1471.The horizontal coordinates were scaled from a topographic map and have
 CZ1471.an estimated accuracy of +/- 6 seconds.
 CZ1471
 CZ1471.The orthometric height was determined by differential leveling
 CZ1471.and adjusted in June 1991.
 CZ1471
 CZ1471.The geoid height was determined by GEOID03.
 CZ1471
 CZ1471.The dynamic height is computed by dividing the NAVD 88
 CZ1471.geopotential number by the normal gravity value computed on the
 CZ1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1471.degrees latitude (g = 980.6199 gals.).
 CZ1471
 CZ1471.The modeled gravity was interpolated from observed gravity values.
 CZ1471.The observed gravity was obtained from relative gravimeter ties
 CZ1471.to the IGSN71 gravity network.
 CZ1471
 CZ1471;                    North         East    Units  Estimated Accuracy
 CZ1471;SPC AZ C     -   132,430.      307,700.      MT  (+/- 180 meters Scaled)
 CZ1471
 CZ1471                          SUPERSEDED SURVEY CONTROL
 CZ1471
 CZ1471.No superseded survey control is available for this station.
 CZ1471
 CZ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA079615(NAD 83)
 CZ1471_MARKER: DB = BENCH MARK DISK
 CZ1471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1471_SP_SET: OVERPASS PIER
 CZ1471_STAMPING: A 418 1979
 CZ1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1471
 CZ1471  HISTORY     - Date     Condition        Report By
 CZ1471  HISTORY     - 1979     MONUMENTED       NGS
 CZ1471  HISTORY     - 19960522 GOOD             USPSQD
 CZ1471
 CZ1471                          STATION DESCRIPTION
 CZ1471
 CZ1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1471'3.8 MI SE FROM TUCSON.
 CZ1471'3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1471'STATION AT TUCSON, AT THE PALO VERDE ROAD OVERPASS, SET VERTICALLY IN
 CZ1471'THE NORTHWEST END OF THE FIRST CONCRETE PIER NORTHEAST OF THE
 CZ1471'NORTHEAST TRACKS (THIRD PIER SOUTHWEST OF THE NORTHEAST END OF THE
 CZ1471'OVERPASS), 27.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 CZ1471'SET OF TRACKS AND 3.0 FEET ABOVE THE GROUND.
 CZ1471'THE MARK IS 1 FT ABOVE THE RAILS.
 CZ1471
 CZ1471                          STATION RECOVERY (1996)
 CZ1471
 CZ1471'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0609 ***********************************************************************
 CY0609  DESIGNATION -  A 419
 CY0609  PID         -  CY0609
 CY0609  STATE/COUNTY-  AZ/COCHISE
 CY0609  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0609
 CY0609                         *CURRENT SURVEY CONTROL
 CY0609  ___________________________________________________________________
 CY0609* NAD 83(1986)-  32 10 20.     (N)    109 53 09.     (W)     SCALED    
 CY0609* NAVD 88     -      1261.436  (meters)    4138.56   (feet)  ADJUSTED  
 CY0609  ___________________________________________________________________
 CY0609  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0609  DYNAMIC HT  -        1259.528 (meters)    4132.30  (feet)  COMP
 CY0609  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CY0609
 CY0609  VERT ORDER  -  FIRST     CLASS II
 CY0609
 CY0609.The horizontal coordinates were scaled from a topographic map and have
 CY0609.an estimated accuracy of +/- 6 seconds.
 CY0609
 CY0609.The orthometric height was determined by differential leveling
 CY0609.and adjusted in June 1991.
 CY0609
 CY0609.The geoid height was determined by GEOID03.
 CY0609
 CY0609.The dynamic height is computed by dividing the NAVD 88
 CY0609.geopotential number by the normal gravity value computed on the
 CY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0609.degrees latitude (g = 980.6199 gals.).
 CY0609
 CY0609.The modeled gravity was interpolated from observed gravity values.
 CY0609
 CY0609;                    North         East    Units  Estimated Accuracy
 CY0609;SPC AZ E     -   130,000.      239,840.      MT  (+/- 180 meters Scaled)
 CY0609
 CY0609                          SUPERSEDED SURVEY CONTROL
 CY0609
 CY0609.No superseded survey control is available for this station.
 CY0609
 CY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA050600(NAD 83)
 CY0609_MARKER: DB = BENCH MARK DISK
 CY0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0609_SP_SET: STAINLESS STEEL ROD
 CY0609_STAMPING: A 419 1979
 CY0609_PROJECTION: FLUSH
 CY0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0609_ROD/PIPE-DEPTH: 7.6  meters
 CY0609
 CY0609  HISTORY     - Date     Condition        Report By
 CY0609  HISTORY     - 1979     MONUMENTED       NGS
 CY0609
 CY0609                          STATION DESCRIPTION
 CY0609
 CY0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0609'10.0 KM SW FROM WILLCOX.
 CY0609'10.0 KILOMETERS (6.2 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0609'RAILROAD FROM THE STATION IN WILLCOX, MIDWAY BETWEEN A 2-POLE
 CY0609'TELEPHONE STRUCTURE AND IN LINE WITH THE ROW OF POLES, 5 POLES
 CY0609'SOUTHWEST OF AN ANGLE IN THE POLE LINE, 62.5 METERS (205 FEET)
 CY0609'NORTHWEST OF THE NORTHWEST RAIL, 12.1 METERS (39.7 FEET) NORTHWEST
 CY0609'OF THE CENTERLINE OF A GRAVEL ROAD AND 0.9 METER (3.2 FEET) SOUTHEAST
 CY0609'OF TELEPHONE POLE 8265R.
 CY0609'THE MARK IS 3 METERS  SW FROM A WITNESS POST.
 CY0609'THE MARK IS 1 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0204 ***********************************************************************
 ER0204  DESIGNATION -  A 42
 ER0204  PID         -  ER0204
 ER0204  STATE/COUNTY-  AZ/APACHE
 ER0204  USGS QUAD   -  GREER (1969)
 ER0204
 ER0204                         *CURRENT SURVEY CONTROL
 ER0204  ___________________________________________________________________
 ER0204* NAD 83(1986)-  34 04 25.     (N)    109 27 40.     (W)     SCALED    
 ER0204* NAVD 88     -      2490.200  (meters)    8169.93   (feet)  ADJUSTED  
 ER0204  ___________________________________________________________________
 ER0204  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0204  DYNAMIC HT  -        2486.180 (meters)    8156.74  (feet)  COMP
 ER0204  MODELED GRAV-     978,931.5   (mgal)                       NAVD 88
 ER0204
 ER0204  VERT ORDER  -  FIRST     CLASS II
 ER0204
 ER0204.The horizontal coordinates were scaled from a topographic map and have
 ER0204.an estimated accuracy of +/- 6 seconds.
 ER0204
 ER0204.The orthometric height was determined by differential leveling
 ER0204.and adjusted in June 1991.
 ER0204.WARNING-Repeat measurements at this control monument indicate possible
 ER0204.vertical movement.
 ER0204
 ER0204.The geoid height was determined by GEOID03.
 ER0204
 ER0204.The dynamic height is computed by dividing the NAVD 88
 ER0204.geopotential number by the normal gravity value computed on the
 ER0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0204.degrees latitude (g = 980.6199 gals.).
 ER0204
 ER0204.The modeled gravity was interpolated from observed gravity values.
 ER0204
 ER0204;                    North         East    Units  Estimated Accuracy
 ER0204;SPC AZ E     -   341,040.      278,480.      MT  (+/- 180 meters Scaled)
 ER0204
 ER0204                          SUPERSEDED SURVEY CONTROL
 ER0204
 ER0204  NGVD 29 (??/??/92) 2489.096  (m)         8166.31   (f) ADJ UNCH    1 2
 ER0204
 ER0204.Superseded values are not recommended for survey control.
 ER0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0204.See file dsdata.txt to determine how the superseded data were derived.
 ER0204
 ER0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC419713(NAD 83)
 ER0204_MARKER: DB = BENCH MARK DISK
 ER0204_SETTING: 66 = SET IN ROCK OUTCROP
 ER0204_SP_SET: ROCK OUTCROP
 ER0204_STAMPING: A 42 1934
 ER0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0204+STABILITY: POSITION/ELEVATION WELL
 ER0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ER0204+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 ER0204
 ER0204  HISTORY     - Date     Condition        Report By
 ER0204  HISTORY     - 1934     MONUMENTED       CGS
 ER0204  HISTORY     - 1980     GOOD             NGS
 ER0204  HISTORY     - 20040405 GOOD             GEOCAC
 ER0204
 ER0204                          STATION DESCRIPTION
 ER0204
 ER0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0204'11.2 MI W FROM EAGAR.
 ER0204'11.2 MILES WEST ALONG STATE HIGHWAY 73 FROM THE SCHOOL AT EDGAR,
 ER0204'APACHE COUNTY, 0.3 MILE EAST OF THE JUNCTION WITH A ROAD LEADING TO
 ER0204'GREER, 150 YARDS EAST OF A BRIDGE AT THE NORTH EDGE OF A ROCKY RIM, AT
 ER0204'THE CROSSING OF A WASH, 37 FEET SOUTH OF THE CENTERLINE OF THE
 ER0204'HIGHWAY, 30 YARDS NORTH OF THE CENTERLINE OF THE WASH, AND IN THE TOP
 ER0204'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED A 42 1934.  NOTE-- 9.9
 ER0204'MILES WEST ALONG STATE HWY. 73 FROM EAGAR TO OLD HIGHWAY ROAD FORKS,
 ER0204'THEN 0.5 MILES ALONG OLD HIGHWAY WEST TO EAST EDGE OF CREEK, BM IS 35
 ER0204'FEET SOUTH OF OLD HIGHWAY IN TOP OF ROCK LEDGE.
 ER0204
 ER0204                          STATION RECOVERY (1980)
 ER0204
 ER0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0204'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0204'OFFICE IN EAGAR, THENCE 15.8 KM ( 9.8 MI) WEST ALONG STATE
 ER0204'HIGHWAY 260, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG A DIRT
 ER0204'ROAD, IN THE TOP OF A 3 BY 3 FT ROCK OUTROCK ON THE WEST END
 ER0204'OF A ROCKY RIDGE, 137.2 METERS (450.0 FT) EAST OF AN ABANDONED
 ER0204'BRIDGE, 27.4 METERS (90.0 FT) NORTH OF THE CENTER OF A WASH AND 10.7
 ER0204'METERS (35.2 FT) SOUTH OF THE CENTER OF THE ROAD.
 ER0204'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 ER0204'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ER0204
 ER0204                          STATION RECOVERY (2004)
 ER0204
 ER0204'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0204'RECOVERED AS DESCRIBED.  CIVILIAN GPS COORDINATES 34  04.420'N 109
 ER0204'27.672'W.
 ER0204' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1531 ***********************************************************************
 GR1531  DESIGNATION -  A 42
 GR1531  PID         -  GR1531
 GR1531  STATE/COUNTY-  AZ/MOHAVE
 GR1531  USGS QUAD   -  THE TEMPLE (1983)
 GR1531
 GR1531                         *CURRENT SURVEY CONTROL
 GR1531  ___________________________________________________________________
 GR1531* NAD 83(1992)-  36 01 40.89155(N)    114 16 44.87137(W)     ADJUSTED  
 GR1531* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1531  ___________________________________________________________________
 GR1531  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 GR1531  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GR1531  HORZ ORDER  -  THIRD
 GR1531
 GR1531.The horizontal coordinates were established by classical geodetic methods
 GR1531.and adjusted by the National Geodetic Survey in August 1993.
 GR1531
 GR1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1531
 GR1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1531
 GR1531.The geoid height was determined by GEOID03.
 GR1531
 GR1531;                    North         East     Units Scale Factor Converg.
 GR1531;SPC AZ W     -   557,770.371   165,671.458   MT  0.99996135   -0 18 40.4
 GR1531;SPC AZ W     - 1,829,955.29    543,541.53   iFT  0.99996135   -0 18 40.4
 GR1531;SPC NV E     - 8,142,566.776   317,541.479   MT  1.00007019   +0 46 01.9
 GR1531;SPC NV E     -26,714,404.50  1,041,800.67   sFT  1.00007019   +0 46 01.9
 GR1531;UTM  11      - 3,990,482.348   745,167.297   MT  1.00034069   +1 36 04.2
 GR1531
 GR1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1531!SPC AZ W     -   0.99994650  x   0.99996135  =   0.99990785
 GR1531!SPC NV E     -   0.99994650  x   1.00007019  =   1.00001668
 GR1531!UTM  11      -   0.99994650  x   1.00034069  =   1.00028717
 GR1531
 GR1531:                Primary Azimuth Mark                     Grid Az
 GR1531:SPC AZ W     -  A 40                                     337 15 00.9
 GR1531:SPC NV E     -  A 40                                     336 10 18.6
 GR1531:UTM  11      -  A 40                                     335 20 16.3
 GR1531
 GR1531|---------------------------------------------------------------------|
 GR1531| PID    Reference Object                     Distance      Geod. Az  |
 GR1531|                                                           dddmmss.s |
 GR1531| GR1529 A 40                                APPROX. 1.4 KM 3365620.5 |
 GR1531|---------------------------------------------------------------------|
 GR1531
 GR1531                          SUPERSEDED SURVEY CONTROL
 GR1531
 GR1531  NAD 83(1986)-  36 01 40.88368(N)    114 16 44.86694(W) AD(       ) 3
 GR1531  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1531
 GR1531.Superseded values are not recommended for survey control.
 GR1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1531.See file dsdata.txt to determine how the superseded data were derived.
 GR1531
 GR1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4516790482(NAD 83)
 GR1531_MARKER: DS = TRIANGULATION STATION DISK
 GR1531_SETTING: 80 = SET IN A BOULDER
 GR1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1531+STABILITY: SURFACE MOTION
 GR1531
 GR1531  HISTORY     - Date     Condition        Report By
 GR1531  HISTORY     - 1948     MONUMENTED       USGS
 GR1531
 GR1531                          STATION DESCRIPTION
 GR1531
 GR1531'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1531'LOCATED ABOUT 1.5 MI S. OF THE TEMPLE.  ON PROMINENT RIDGE, ABOUT
 GR1531'20 FT. S. OF WHERE RIDGE DROPS OFF ABRUPTLY TOWARD LAKE, ABOUT 40
 GR1531'FT. ABOVE HIGH WATER MARK.
 GR1531'
 GR1531'TO REACH NOT GIVEN.
 GR1531'
 GR1531'STATION MARK--STANDARD TABLET STAMPED---A42 1948---, CEMENTED IN
 GR1531'TOP OF BOULDER SET IN PLACE.
 GR1531'
 GR1531'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0589 ***********************************************************************
 CY0589  DESIGNATION -  A 420
 CY0589  PID         -  CY0589
 CY0589  STATE/COUNTY-  AZ/COCHISE
 CY0589  USGS QUAD   -  COCHISE (1985)
 CY0589
 CY0589                         *CURRENT SURVEY CONTROL
 CY0589  ___________________________________________________________________
 CY0589* NAD 83(1986)-  32 06 26.     (N)    109 54 48.     (W)     SCALED    
 CY0589* NAVD 88     -      1280.948  (meters)    4202.58   (feet)  ADJUSTED  
 CY0589  ___________________________________________________________________
 CY0589  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0589  DYNAMIC HT  -        1279.010 (meters)    4196.22  (feet)  COMP
 CY0589  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 CY0589
 CY0589  VERT ORDER  -  FIRST     CLASS II
 CY0589
 CY0589.The horizontal coordinates were scaled from a topographic map and have
 CY0589.an estimated accuracy of +/- 6 seconds.
 CY0589
 CY0589.The orthometric height was determined by differential leveling
 CY0589.and adjusted in June 1991.
 CY0589
 CY0589.The geoid height was determined by GEOID03.
 CY0589
 CY0589.The dynamic height is computed by dividing the NAVD 88
 CY0589.geopotential number by the normal gravity value computed on the
 CY0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0589.degrees latitude (g = 980.6199 gals.).
 CY0589
 CY0589.The modeled gravity was interpolated from observed gravity values.
 CY0589
 CY0589;                    North         East    Units  Estimated Accuracy
 CY0589;SPC AZ E     -   122,780.      237,270.      MT  (+/- 180 meters Scaled)
 CY0589
 CY0589                          SUPERSEDED SURVEY CONTROL
 CY0589
 CY0589.No superseded survey control is available for this station.
 CY0589
 CY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA025528(NAD 83)
 CY0589_MARKER: DB = BENCH MARK DISK
 CY0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0589_SP_SET: STAINLESS STEEL ROD
 CY0589_STAMPING: A 420 1980
 CY0589_PROJECTION: FLUSH
 CY0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0589_ROD/PIPE-DEPTH: 6.0  meters
 CY0589
 CY0589  HISTORY     - Date     Condition        Report By
 CY0589  HISTORY     - 1980     MONUMENTED       NGS
 CY0589
 CY0589                          STATION DESCRIPTION
 CY0589
 CY0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0589'18.0 KM SW FROM WILLCOX.
 CY0589'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0589'RAILROAD FROM THE STATION IN WILLCOX, THENCE 2.9 KILOMETERS (1.85
 CY0589'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.1 KILOMETER (0.05 MILE)
 CY0589'NORTH OF A POWERLINE CROSSING, 14.6 METERS (48.5 FEET) EAST OF THE
 CY0589'CENTERLINE OF THE HIGHWAY, 9.4 METERS (31.0 FEET) EAST OF HIGHWAY
 CY0589'MILEPOST 61, 38.3 METERS (126 FEET) NORTH OF THE CENTER OF A METAL
 CY0589'GATE, 0.3 METER (1 FOOT) WEST OF A FENCE.
 CY0589'THE MARK IS .3 METERS  E FROM A WITNESS POST.
 CY0589'THE MARK IS .6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0222 ***********************************************************************
 CF0222  DESIGNATION -  A 421
 CF0222  PID         -  CF0222
 CF0222  STATE/COUNTY-  AZ/COCHISE
 CF0222  USGS QUAD   -  ELFRIDA (1986)
 CF0222
 CF0222                         *CURRENT SURVEY CONTROL
 CF0222  ___________________________________________________________________
 CF0222* NAD 83(1986)-  31 44 14.     (N)    109 41 10.     (W)     SCALED    
 CF0222* NAVD 88     -      1280.941  (meters)    4202.55   (feet)  ADJUSTED  
 CF0222  ___________________________________________________________________
 CF0222  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CF0222  DYNAMIC HT  -        1278.942 (meters)    4196.00  (feet)  COMP
 CF0222  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 CF0222
 CF0222  VERT ORDER  -  FIRST     CLASS II
 CF0222
 CF0222.The horizontal coordinates were scaled from a topographic map and have
 CF0222.an estimated accuracy of +/- 6 seconds.
 CF0222
 CF0222.The orthometric height was determined by differential leveling
 CF0222.and adjusted in June 1991.
 CF0222
 CF0222.The geoid height was determined by GEOID03.
 CF0222
 CF0222.The dynamic height is computed by dividing the NAVD 88
 CF0222.geopotential number by the normal gravity value computed on the
 CF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0222.degrees latitude (g = 980.6199 gals.).
 CF0222
 CF0222.The modeled gravity was interpolated from observed gravity values.
 CF0222
 CF0222;                    North         East    Units  Estimated Accuracy
 CF0222;SPC AZ E     -    81,830.      258,890.      MT  (+/- 180 meters Scaled)
 CF0222
 CF0222                          SUPERSEDED SURVEY CONTROL
 CF0222
 CF0222.No superseded survey control is available for this station.
 CF0222
 CF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244120(NAD 83)
 CF0222_MARKER: DB = BENCH MARK DISK
 CF0222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0222_SP_SET: STAINLESS STEEL ROD
 CF0222_STAMPING: A 421 1980
 CF0222_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0222_ROD/PIPE-DEPTH: 3.0  meters
 CF0222
 CF0222  HISTORY     - Date     Condition        Report By
 CF0222  HISTORY     - 1980     MONUMENTED       NGS
 CF0222
 CF0222                          STATION DESCRIPTION
 CF0222
 CF0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0222'6.0 KM NORTH FROM ELFRIDA.
 CF0222'6.0 KILOMETERS (3.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0222'THE POST OFFICE IN ELFRIDA, ABOUT 200 PACES NORTHEAST AND ACROSS
 CF0222'THE HIGHWAY FROM A ONE STORY BRICK HOUSE, AT A POWERLINE CROSSING
 CF0222'14.9 METERS (49 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CF0222'16.5 METERS (54 FEET) NORTHEAST OF HIGHWAY MILEPOST 28, 4.9
 CF0222'METERS (16 FEET) NORTH OF THE CENTER OF A DIRT ROAD LEADING
 CF0222'EAST, 1.5 METERS (5 FEET) NORTHWEST OF POWER POLE WITH ONE GUY
 CF0222'WIRE, 0.4 METER (1.5 FEET) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0222'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0222'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1299 ***********************************************************************
 DU1299  DESIGNATION -  A 422
 DU1299  PID         -  DU1299
 DU1299  STATE/COUNTY-  AZ/PINAL
 DU1299  USGS QUAD   -  SACATON BUTTE (1967)
 DU1299
 DU1299                         *CURRENT SURVEY CONTROL
 DU1299  ___________________________________________________________________
 DU1299* NAD 83(1986)-  33 01 14.     (N)    111 59 24.     (W)     SCALED    
 DU1299* NAVD 88     -       369.735  (meters)    1213.04   (feet)  ADJUSTED  
 DU1299  ___________________________________________________________________
 DU1299  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DU1299  DYNAMIC HT  -         369.287 (meters)    1211.57  (feet)  COMP
 DU1299  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 DU1299  OBS GRAVITY -     979,418.8   (mgal)                       GRAV_OBS
 DU1299
 DU1299  VERT ORDER  -  FIRST     CLASS II
 DU1299
 DU1299.The horizontal coordinates were scaled from a topographic map and have
 DU1299.an estimated accuracy of +/- 6 seconds.
 DU1299
 DU1299.The orthometric height was determined by differential leveling
 DU1299.and adjusted in June 1991.
 DU1299
 DU1299.The geoid height was determined by GEOID03.
 DU1299
 DU1299.The dynamic height is computed by dividing the NAVD 88
 DU1299.geopotential number by the normal gravity value computed on the
 DU1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1299.degrees latitude (g = 980.6199 gals.).
 DU1299
 DU1299.The modeled gravity was interpolated from observed gravity values.
 DU1299.The observed gravity was obtained from relative gravimeter ties
 DU1299.to the IGSN71 gravity network.
 DU1299
 DU1299;                    North         East    Units  Estimated Accuracy
 DU1299;SPC AZ C     -   224,030.      206,510.      MT  (+/- 180 meters Scaled)
 DU1299
 DU1299                          SUPERSEDED SURVEY CONTROL
 DU1299
 DU1299.No superseded survey control is available for this station.
 DU1299
 DU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB075540(NAD 83)
 DU1299_MARKER: I = METAL ROD
 DU1299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1299_SP_SET: STAINLESS STEEL ROD
 DU1299_STAMPING: A 422 1980
 DU1299_PROJECTION: FLUSH
 DU1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1299_ROD/PIPE-DEPTH: 6.1  meters
 DU1299
 DU1299  HISTORY     - Date     Condition        Report By
 DU1299  HISTORY     - 1980     MONUMENTED       NGS
 DU1299  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 DU1299
 DU1299                          STATION DESCRIPTION
 DU1299
 DU1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1299'6.9 KM SE FROM MARICOPA.
 DU1299'6.9 KILOMETERS (4.3 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DU1299'RAILROAD FROM THE RAILROAD CROSSING IN MARICOPA, AT RAILROAD MILE
 DU1299'POST 902, 14.3 METERS (47 FEET) NORTHEAST OF THE NORTHEAST RAIL,
 DU1299'45.7 METERS (150 FEET) NORTHWEST OF THE NORTHEAST RAILROAD SIGNAL
 DU1299'POLE NUMBER 9020, 25.3 METERS (83 FEET) SOUTHWEST OF THE CENTERLINE
 DU1299'OF A ROAD AND 2.2 METERS (7.2 FEET) SOUTHEAST OF THE MILE POST.
 DU1299'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DU1299'THE MARK IS 0.9 M BELOW TRACKS.
 DU1299
 DU1299                          STATION RECOVERY (2006)
 DU1299
 DU1299'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1299'THE COLLAR, SURROUNDING CONCRETE, AND UPPER PVC PIPE WERE FOUND LYING
 DU1299'UPROOTED NEAR THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0876 ***********************************************************************
 CG0876  DESIGNATION -  A 423
 CG0876  PID         -  CG0876
 CG0876  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0876  USGS QUAD   -  TUBAC (1981)
 CG0876
 CG0876                         *CURRENT SURVEY CONTROL
 CG0876  ___________________________________________________________________
 CG0876* NAD 83(1986)-  31 33 03.     (N)    111 02 54.     (W)     SCALED    
 CG0876* NAVD 88     -      1005.194  (meters)    3297.87   (feet)  ADJUSTED  
 CG0876  ___________________________________________________________________
 CG0876  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0876  DYNAMIC HT  -        1003.673 (meters)    3292.88  (feet)  COMP
 CG0876  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 CG0876
 CG0876  VERT ORDER  -  FIRST     CLASS II
 CG0876
 CG0876.The horizontal coordinates were scaled from a topographic map and have
 CG0876.an estimated accuracy of +/- 6 seconds.
 CG0876
 CG0876.The orthometric height was determined by differential leveling
 CG0876.and adjusted in June 1991.
 CG0876
 CG0876.The geoid height was determined by GEOID03.
 CG0876
 CG0876.The dynamic height is computed by dividing the NAVD 88
 CG0876.geopotential number by the normal gravity value computed on the
 CG0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0876.degrees latitude (g = 980.6199 gals.).
 CG0876
 CG0876.The modeled gravity was interpolated from observed gravity values.
 CG0876
 CG0876;                    North         East    Units  Estimated Accuracy
 CG0876;SPC AZ C     -    61,390.      295,800.      MT  (+/- 180 meters Scaled)
 CG0876
 CG0876                          SUPERSEDED SURVEY CONTROL
 CG0876
 CG0876.No superseded survey control is available for this station.
 CG0876
 CG0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV954906(NAD 83)
 CG0876_MARKER: DB = BENCH MARK DISK
 CG0876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0876_SP_SET: OVERPASS PIER
 CG0876_STAMPING: A 423 1980
 CG0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0876
 CG0876  HISTORY     - Date     Condition        Report By
 CG0876  HISTORY     - 1980     MONUMENTED       NGS
 CG0876  HISTORY     - 19981006 GOOD             USPSQD
 CG0876
 CG0876                          STATION DESCRIPTION
 CG0876
 CG0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0876'2.1 KM SOUTH FROM TUMACACORI.
 CG0876'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0876'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, THENCE
 CG0876'0.2 KILOMETER (0.1 MILE) WEST ALONG A PRIVATE GRAVEL ROAD LEADING
 CG0876'TO THE ROCK CORRAL RANCH, AT THE INTERSTATE 19 OVERPASS, SET
 CG0876'VERTICALLY IN THE NORTHEAST FACE OF THE EASTERNMOST PIER IN THE
 CG0876'NORTH ROW OF PIERS FOR THE NORTHBOUND TRAFFIC LANES OF INTERSTATE
 CG0876'19, 6.0 METERS (19.7 FEET) SOUTH OF THE CENTERLINE OF THE ROAD.
 CG0876'THE MARK IS 1.4 M ABOVE THE GROUND.
 CG0876
 CG0876                          STATION RECOVERY (1998)
 CG0876
 CG0876'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1432 ***********************************************************************
 CZ1432  DESIGNATION -  A 424
 CZ1432  PID         -  CZ1432
 CZ1432  STATE/COUNTY-  AZ/PIMA
 CZ1432  USGS QUAD   -  MARANA (1992)
 CZ1432
 CZ1432                         *CURRENT SURVEY CONTROL
 CZ1432  ___________________________________________________________________
 CZ1432* NAD 83(1986)-  32 23 52.     (N)    111 08 28.     (W)     SCALED    
 CZ1432* NAVD 88     -       632.351  (meters)    2074.64   (feet)  ADJUSTED  
 CZ1432  ___________________________________________________________________
 CZ1432  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1432  DYNAMIC HT  -         631.512 (meters)    2071.89  (feet)  COMP
 CZ1432  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 CZ1432
 CZ1432  VERT ORDER  -  FIRST     CLASS II
 CZ1432
 CZ1432.The horizontal coordinates were scaled from a topographic map and have
 CZ1432.an estimated accuracy of +/- 6 seconds.
 CZ1432
 CZ1432.The orthometric height was determined by differential leveling
 CZ1432.and adjusted in June 1991.
 CZ1432
 CZ1432.The geoid height was determined by GEOID03.
 CZ1432
 CZ1432.The dynamic height is computed by dividing the NAVD 88
 CZ1432.geopotential number by the normal gravity value computed on the
 CZ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1432.degrees latitude (g = 980.6199 gals.).
 CZ1432
 CZ1432.The modeled gravity was interpolated from observed gravity values.
 CZ1432
 CZ1432;                    North         East    Units  Estimated Accuracy
 CZ1432;SPC AZ C     -   155,240.      286,320.      MT  (+/- 180 meters Scaled)
 CZ1432
 CZ1432                          SUPERSEDED SURVEY CONTROL
 CZ1432
 CZ1432.No superseded survey control is available for this station.
 CZ1432
 CZ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA867845(NAD 83)
 CZ1432_MARKER: DB = BENCH MARK DISK
 CZ1432_SETTING: 80 = SET IN A BOULDER
 CZ1432_SP_SET: BOULDER
 CZ1432_STAMPING: A 424 1980
 CZ1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1432+STABILITY: SURFACE MOTION
 CZ1432
 CZ1432  HISTORY     - Date     Condition        Report By
 CZ1432  HISTORY     - 1980     MONUMENTED       NGS
 CZ1432
 CZ1432                          STATION DESCRIPTION
 CZ1432
 CZ1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1432'27.9 KM NW FROM TUCSON.
 CZ1432'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1432'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.8 KILOMETERS (1.1 MILES)
 CZ1432'WEST ALONG AVRA VALLEY ROAD, THENCE 0.8 KILOMETER (0.5 MILE) EAST
 CZ1432'ALONG A PRIVATE HAUL ROAD, IN TOP OF THE EAST SLOPE OF A LARGE BOULDER
 CZ1432'ALONG THE NORTH EDGE OF THE ROAD, LEVEL WITH THE GROUND, 5 METERS
 CZ1432'(16.4 FEET) WEST OF THE CENTERLINE OF THE ROAD, 7 METERS (23 FEET)
 CZ1432'NORTH OF THE NORTH EDGE OF A BLASTED AREA AND 1.0 METER (3 FEET)
 CZ1432'NORTHEAST OF AND 0.4 METER (1.5 FEET) LOWER THAN THE BOTTOM OF THE
 CZ1432'WITNESS POST.
 CZ1432'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0423 ***********************************************************************
 DT0423  DESIGNATION -  A 43
 DT0423  PID         -  DT0423
 DT0423  STATE/COUNTY-  AZ/NAVAJO
 DT0423  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0423
 DT0423                         *CURRENT SURVEY CONTROL
 DT0423  ___________________________________________________________________
 DT0423* NAD 83(1986)-  33 59 38.     (N)    109 54 33.     (W)     SCALED    
 DT0423* NAVD 88     -      1878.412  (meters)    6162.76   (feet)  ADJUSTED  
 DT0423  ___________________________________________________________________
 DT0423  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 DT0423  DYNAMIC HT  -        1875.599 (meters)    6153.53  (feet)  COMP
 DT0423  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 DT0423
 DT0423  VERT ORDER  -  FIRST     CLASS II
 DT0423
 DT0423.The horizontal coordinates were scaled from a topographic map and have
 DT0423.an estimated accuracy of +/- 6 seconds.
 DT0423
 DT0423.The orthometric height was determined by differential leveling
 DT0423.and adjusted in June 1991.
 DT0423
 DT0423.The geoid height was determined by GEOID03.
 DT0423
 DT0423.The dynamic height is computed by dividing the NAVD 88
 DT0423.geopotential number by the normal gravity value computed on the
 DT0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0423.degrees latitude (g = 980.6199 gals.).
 DT0423
 DT0423.The modeled gravity was interpolated from observed gravity values.
 DT0423
 DT0423;                    North         East    Units  Estimated Accuracy
 DT0423;SPC AZ E     -   332,010.      237,150.      MT  (+/- 180 meters Scaled)
 DT0423
 DT0423                          SUPERSEDED SURVEY CONTROL
 DT0423
 DT0423  NGVD 29 (??/??/92) 1877.576  (m)         6160.01   (f) ADJ UNCH    1 2
 DT0423
 DT0423.Superseded values are not recommended for survey control.
 DT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0423.See file dsdata.txt to determine how the superseded data were derived.
 DT0423
 DT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC007620(NAD 83)
 DT0423_MARKER: DB = BENCH MARK DISK
 DT0423_SETTING: 66 = SET IN ROCK OUTCROP
 DT0423_SP_SET: OUTCROP
 DT0423_STAMPING: A 43 1934
 DT0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0423+STABILITY: POSITION/ELEVATION WELL
 DT0423
 DT0423  HISTORY     - Date     Condition        Report By
 DT0423  HISTORY     - 1934     MONUMENTED       CGS
 DT0423  HISTORY     - 1960     MARK NOT FOUND   USGS
 DT0423
 DT0423                          STATION DESCRIPTION
 DT0423
 DT0423'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DT0423'11.4 MI N FROM WHITERIVER.
 DT0423'11.4 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO
 DT0423'COUNTY, 9.9 MILES SOUTHWEST OF MCNARY, APACHE COUNTY, 23 FEET SOUTH OF
 DT0423'THE CONCRETE HEADWALL OF A CULVERT, 28 FEET WEST OF THE CENTERLINE OF
 DT0423'THE HIGHWAY, 26 FEET EAST OF A FENCE LINE, IN THE TOP OF A SANDSTONE
 DT0423'OUTCROP, AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 DT0423'A 43 1934.  NOTE-- THE ROAD HAS BEEN WIDENED THROUGH THE DESCRIBED
 DT0423'SANDSTONE CUT MAKING IT VERY LIKELY THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1532 ***********************************************************************
 GR1532  DESIGNATION -  A 43
 GR1532  PID         -  GR1532
 GR1532  STATE/COUNTY-  AZ/MOHAVE
 GR1532  USGS QUAD   -  THE TEMPLE (1983)
 GR1532
 GR1532                         *CURRENT SURVEY CONTROL
 GR1532  ___________________________________________________________________
 GR1532* NAD 83(1992)-  36 01 07.92577(N)    114 15 36.07422(W)     ADJUSTED  
 GR1532* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1532  ___________________________________________________________________
 GR1532  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 GR1532  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR1532  HORZ ORDER  -  THIRD
 GR1532
 GR1532.The horizontal coordinates were established by classical geodetic methods
 GR1532.and adjusted by the National Geodetic Survey in August 1993.
 GR1532
 GR1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1532
 GR1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1532
 GR1532.The geoid height was determined by GEOID03.
 GR1532
 GR1532;                    North         East     Units Scale Factor Converg.
 GR1532;SPC AZ W     -   556,745.166   167,388.493   MT  0.99995936   -0 17 59.7
 GR1532;SPC AZ W     - 1,826,591.75    549,174.85   iFT  0.99995936   -0 17 59.7
 GR1532;SPC NV E     - 8,141,573.954   319,277.698   MT  1.00007525   +0 46 41.8
 GR1532;SPC NV E     -26,711,147.21  1,047,496.91   sFT  1.00007525   +0 46 41.8
 GR1532;UTM  11      - 3,989,514.634   746,918.260   MT  1.00035131   +1 36 43.4
 GR1532
 GR1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1532!SPC AZ W     -   0.99994649  x   0.99995936  =   0.99990585
 GR1532!SPC NV E     -   0.99994649  x   1.00007525  =   1.00002173
 GR1532!UTM  11      -   0.99994649  x   1.00035131  =   1.00029778
 GR1532
 GR1532:                Primary Azimuth Mark                     Grid Az
 GR1532:SPC AZ W     -  A 41                                     304 24 08.9
 GR1532:SPC NV E     -  A 41                                     303 19 27.4
 GR1532:UTM  11      -  A 41                                     302 29 25.8
 GR1532
 GR1532|---------------------------------------------------------------------|
 GR1532| PID    Reference Object                     Distance      Geod. Az  |
 GR1532|                                                           dddmmss.s |
 GR1532| GR1530 A 41                                APPROX. 1.0 KM 3040609.2 |
 GR1532|---------------------------------------------------------------------|
 GR1532
 GR1532                          SUPERSEDED SURVEY CONTROL
 GR1532
 GR1532  NAD 83(1986)-  36 01 07.91834(N)    114 15 36.07038(W) AD(       ) 3
 GR1532  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1532
 GR1532.Superseded values are not recommended for survey control.
 GR1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1532.See file dsdata.txt to determine how the superseded data were derived.
 GR1532
 GR1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4691889515(NAD 83)
 GR1532_MARKER: DS = TRIANGULATION STATION DISK
 GR1532_SETTING: 80 = SET IN A BOULDER
 GR1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1532+STABILITY: SURFACE MOTION
 GR1532
 GR1532  HISTORY     - Date     Condition        Report By
 GR1532  HISTORY     - 1948     MONUMENTED       USGS
 GR1532
 GR1532                          STATION DESCRIPTION
 GR1532
 GR1532'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1532'LOCATED ABOUT 2 MI S. OF THE TEMPLE.  ABOUT 20 FT. SW. OF HIGH
 GR1532'WATER MARK AT NORTHEAST END OF STEEP SPUR RIDGE, ABOUT 10 FT.
 GR1532'ABOVE HIGH WATER MARK.
 GR1532'
 GR1532'TO REACH NOT GIVEN.
 GR1532'
 GR1532'STATION MARK--STANDARD TABLET STAMPED---A43 1948---, CEMENTED IN
 GR1532'TOP OF BOULDER IN PLACE.
 GR1532'
 GR1532'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1409 ***********************************************************************
 CZ1409  DESIGNATION -  A 430
 CZ1409  PID         -  CZ1409
 CZ1409  STATE/COUNTY-  AZ/PIMA
 CZ1409  USGS QUAD   -  TUCSON (1992)
 CZ1409
 CZ1409                         *CURRENT SURVEY CONTROL
 CZ1409  ___________________________________________________________________
 CZ1409* NAD 83(1986)-  32 13 15.     (N)    110 57 52.     (W)     SCALED    
 CZ1409* NAVD 88     -       732.400  (meters)    2402.88   (feet)  ADJUSTED  
 CZ1409  ___________________________________________________________________
 CZ1409  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1409  DYNAMIC HT  -         731.395 (meters)    2399.59  (feet)  COMP
 CZ1409  MODELED GRAV-     979,243.4   (mgal)                       NAVD 88
 CZ1409
 CZ1409  VERT ORDER  -  FIRST     CLASS II
 CZ1409
 CZ1409.The horizontal coordinates were scaled from a topographic map and have
 CZ1409.an estimated accuracy of +/- 6 seconds.
 CZ1409
 CZ1409.The orthometric height was determined by differential leveling
 CZ1409.and adjusted in June 1991.
 CZ1409
 CZ1409.The geoid height was determined by GEOID03.
 CZ1409
 CZ1409.The dynamic height is computed by dividing the NAVD 88
 CZ1409.geopotential number by the normal gravity value computed on the
 CZ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1409.degrees latitude (g = 980.6199 gals.).
 CZ1409
 CZ1409.The modeled gravity was interpolated from observed gravity values.
 CZ1409
 CZ1409;                    North         East    Units  Estimated Accuracy
 CZ1409;SPC AZ C     -   135,750.      303,120.      MT  (+/- 180 meters Scaled)
 CZ1409
 CZ1409                          SUPERSEDED SURVEY CONTROL
 CZ1409
 CZ1409.No superseded survey control is available for this station.
 CZ1409
 CZ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA033649(NAD 83)
 CZ1409_MARKER: I = METAL ROD
 CZ1409_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1409_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1409_STAMPING: A 430 1979
 CZ1409_PROJECTION: RECESSED 10 CENTIMETERS
 CZ1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1409+STABILITY: POSITION/ELEVATION WELL
 CZ1409_ROD/PIPE-DEPTH: 12.2 meters
 CZ1409_SLEEVE-DEPTH  : 8.53 meters
 CZ1409
 CZ1409  HISTORY     - Date     Condition        Report By
 CZ1409  HISTORY     - 1979     MONUMENTED       NGS
 CZ1409  HISTORY     - 1980     GOOD             NGS
 CZ1409  HISTORY     - 19961207 MARK NOT FOUND   USPSQD
 CZ1409  HISTORY     - 19990304 MARK NOT FOUND   NGS
 CZ1409
 CZ1409                          STATION DESCRIPTION
 CZ1409
 CZ1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1409'400
 CZ1409'IN TUCSON, IN THE SMALL PARK AT THE SOUTH END OF THE THIRD AVENUE
 CZ1409'OVERPASS OVER EAST BROADWAY, AT THE JUNCTION OF THIRD AND TOOLE
 CZ1409'AVENUES, 0.2 MILE SOUTHEAST OF THE RAILROAD STATION, 150 FEET
 CZ1409'SOUTHWEST OF THE SOUTHWEST RAIL, 120 FEET SOUTH OF THE SOUTH CORNER
 CZ1409'OF THE OVERPASS, 45.6 FEET WEST OF THE CENTERLINE OF THIRD AVENUE,
 CZ1409'45.4 FEET NORTHEAST OF THE CENTERLINE OF TOOLE AVENUE, 20.4 FEET
 CZ1409'NORTH OF A WATER MAIN, 19.9 FEET NORTH OF STREET LAMP POLE 25 AND
 CZ1409'17.2 FEET SOUTH OF THE SOUTHERNMOST OF THREE PALM TREES.
 CZ1409'THE MARK IS ABOVE LEVEL WITH AVENUES.
 CZ1409
 CZ1409                          STATION RECOVERY (1980)
 CZ1409
 CZ1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1409'IN TUCSON.
 CZ1409
 CZ1409                          STATION RECOVERY (1996)
 CZ1409
 CZ1409'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1409'MARK NOT FOUND.
 CZ1409
 CZ1409                          STATION RECOVERY (1999)
 CZ1409
 CZ1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1409'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1147 ***********************************************************************
 DU1147  DESIGNATION -  A 431
 DU1147  PID         -  DU1147
 DU1147  STATE/COUNTY-  AZ/GILA
 DU1147  USGS QUAD   -  BUCKET MTN (1965)
 DU1147
 DU1147                         *CURRENT SURVEY CONTROL
 DU1147  ___________________________________________________________________
 DU1147* NAD 83(1986)-  33 19 37.     (N)    110 33 29.     (W)     SCALED    
 DU1147* NAVD 88     -      1019.029  (meters)    3343.26   (feet)  ADJUSTED  
 DU1147  ___________________________________________________________________
 DU1147  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DU1147  DYNAMIC HT  -        1017.665 (meters)    3338.79  (feet)  COMP
 DU1147  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 DU1147
 DU1147  VERT ORDER  -  FIRST     CLASS II
 DU1147
 DU1147.The horizontal coordinates were scaled from a topographic map and have
 DU1147.an estimated accuracy of +/- 6 seconds.
 DU1147
 DU1147.The orthometric height was determined by differential leveling
 DU1147.and adjusted in June 1991.
 DU1147
 DU1147.The geoid height was determined by GEOID03.
 DU1147
 DU1147.The dynamic height is computed by dividing the NAVD 88
 DU1147.geopotential number by the normal gravity value computed on the
 DU1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1147.degrees latitude (g = 980.6199 gals.).
 DU1147
 DU1147.The modeled gravity was interpolated from observed gravity values.
 DU1147
 DU1147;                    North         East    Units  Estimated Accuracy
 DU1147;SPC AZ E     -   258,080.      176,920.      MT  (+/- 180 meters Scaled)
 DU1147
 DU1147                          SUPERSEDED SURVEY CONTROL
 DU1147
 DU1147.No superseded survey control is available for this station.
 DU1147
 DU1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB411876(NAD 83)
 DU1147_MARKER: I = METAL ROD
 DU1147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1147_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1147_STAMPING: A 431 1979
 DU1147_PROJECTION: FLUSH
 DU1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1147+STABILITY: POSITION/ELEVATION WELL
 DU1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1147+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1147_ROD/PIPE-DEPTH: 10.6 meters
 DU1147_SLEEVE-DEPTH  : 7.5 meters
 DU1147
 DU1147  HISTORY     - Date     Condition        Report By
 DU1147  HISTORY     - 1979     MONUMENTED       NGS
 DU1147  HISTORY     - 20081008 GOOD             GEOCAC
 DU1147
 DU1147                          STATION DESCRIPTION
 DU1147
 DU1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1147'21.5 KM SE FROM GLOBE.
 DU1147'21.5 KILOMETERS (13.35 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1147'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.2 KILOMETER (0.1 MILE)
 DU1147'SOUTHEAST OF HIGHWAY MILE POST 265, 15.6 METERS (51.5 FEET)
 DU1147'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37.2 METERS (122 FEET)
 DU1147'SOUTHEAST OF THE CENTER OF A HIGHWAY BRIDGE OVER A SMALL WASH AND
 DU1147'0.9 METER (3 FEET) NORTHEAST OF A FENCE.
 DU1147'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DU1147'THE MARK IS 0.9 M BELOW HIGHWAY.
 DU1147
 DU1147                          STATION RECOVERY (2008)
 DU1147
 DU1147'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1147'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1147'19.624' W110  33.493'. THE MARK IS ABOUT 50 FEET WEST OF THE EAST END
 DU1147'OF THE GUARDRAIL ON THE SOUTHWEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0867 ***********************************************************************
 CG0867  DESIGNATION -  A 432
 CG0867  PID         -  CG0867
 CG0867  STATE/COUNTY-  AZ/PIMA
 CG0867  USGS QUAD   -  AMADO (1981)
 CG0867
 CG0867                         *CURRENT SURVEY CONTROL
 CG0867  ___________________________________________________________________
 CG0867* NAD 83(1986)-  31 43 40.     (N)    111 03 35.     (W)     SCALED    
 CG0867* NAVD 88     -       933.880  (meters)    3063.90   (feet)  ADJUSTED  
 CG0867  ___________________________________________________________________
 CG0867  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0867  DYNAMIC HT  -         932.502 (meters)    3059.38  (feet)  COMP
 CG0867  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 CG0867
 CG0867  VERT ORDER  -  FIRST     CLASS II
 CG0867
 CG0867.The horizontal coordinates were scaled from a topographic map and have
 CG0867.an estimated accuracy of +/- 6 seconds.
 CG0867
 CG0867.The orthometric height was determined by differential leveling
 CG0867.and adjusted in June 1991.
 CG0867
 CG0867.The geoid height was determined by GEOID03.
 CG0867
 CG0867.The dynamic height is computed by dividing the NAVD 88
 CG0867.geopotential number by the normal gravity value computed on the
 CG0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0867.degrees latitude (g = 980.6199 gals.).
 CG0867
 CG0867.The modeled gravity was interpolated from observed gravity values.
 CG0867
 CG0867;                    North         East    Units  Estimated Accuracy
 CG0867;SPC AZ C     -    81,000.      294,570.      MT  (+/- 180 meters Scaled)
 CG0867
 CG0867                          SUPERSEDED SURVEY CONTROL
 CG0867
 CG0867.No superseded survey control is available for this station.
 CG0867
 CG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943102(NAD 83)
 CG0867_MARKER: I = METAL ROD
 CG0867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0867_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0867_STAMPING: A 432 1980
 CG0867_PROJECTION: FLUSH
 CG0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0867+STABILITY: POSITION/ELEVATION WELL
 CG0867_ROD/PIPE-DEPTH: 10.1 meters
 CG0867_SLEEVE-DEPTH  : 9.1 meters
 CG0867
 CG0867  HISTORY     - Date     Condition        Report By
 CG0867  HISTORY     - 1980     MONUMENTED       NGS
 CG0867  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 CG0867
 CG0867                          STATION DESCRIPTION
 CG0867
 CG0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0867'IN AMADO.
 CG0867'AT AMADO, 0.2 KILOMETER (0.1 MILE) WEST OF THE INTERSTATE HIGHWAY
 CG0867'I-19 ARIVACA ROAD INTERCHANGE BRIDGE, 37.2 METERS (122.0 FEET)
 CG0867'WEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 21.5 METERS (70.5 FEET
 CG0867'NORTH OF THE CENTERLINE OF ARIVACA ROAD, 17.1 METERS (58.0 FEET)
 CG0867'NORTHWEST OF A STREET LIGHT POLE, 4.0 METERS (13.0 FEET) EAST OF
 CG0867'A TWIN GUY WIRE ANCHOR.
 CG0867'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CG0867'THE MARK IS 1.2 M BELOW ARIVACA ROAD..
 CG0867
 CG0867                          STATION RECOVERY (1995)
 CG0867
 CG0867'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0680 ***********************************************************************
 CY0680  DESIGNATION -  A 436
 CY0680  PID         -  CY0680
 CY0680  STATE/COUNTY-  AZ/COCHISE
 CY0680  USGS QUAD   -  RAILROAD PASS (1979)
 CY0680
 CY0680                         *CURRENT SURVEY CONTROL
 CY0680  ___________________________________________________________________
 CY0680* NAD 83(1986)-  32 22 20.     (N)    109 38 10.     (W)     SCALED    
 CY0680* NAVD 88     -      1257.413  (meters)    4125.36   (feet)  ADJUSTED  
 CY0680  ___________________________________________________________________
 CY0680  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0680  DYNAMIC HT  -        1255.549 (meters)    4119.25  (feet)  COMP
 CY0680  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 CY0680
 CY0680  VERT ORDER  -  FIRST     CLASS II
 CY0680
 CY0680.The horizontal coordinates were scaled from a topographic map and have
 CY0680.an estimated accuracy of +/- 6 seconds.
 CY0680
 CY0680.The orthometric height was determined by differential leveling
 CY0680.and adjusted in June 1991.
 CY0680
 CY0680.The geoid height was determined by GEOID03.
 CY0680
 CY0680.The dynamic height is computed by dividing the NAVD 88
 CY0680.geopotential number by the normal gravity value computed on the
 CY0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0680.degrees latitude (g = 980.6199 gals.).
 CY0680
 CY0680.The modeled gravity was interpolated from observed gravity values.
 CY0680
 CY0680;                    North         East    Units  Estimated Accuracy
 CY0680;SPC AZ E     -   152,260.      263,290.      MT  (+/- 180 meters Scaled)
 CY0680
 CY0680                          SUPERSEDED SURVEY CONTROL
 CY0680
 CY0680.No superseded survey control is available for this station.
 CY0680
 CY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA283825(NAD 83)
 CY0680_MARKER: DB = BENCH MARK DISK
 CY0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0680_SP_SET: STAINLESS STEEL ROD
 CY0680_STAMPING: A 436 1979
 CY0680_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0680_ROD/PIPE-DEPTH: 1.83 meters
 CY0680
 CY0680  HISTORY     - Date     Condition        Report By
 CY0680  HISTORY     - 1979     MONUMENTED       NGS
 CY0680  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0680
 CY0680                          STATION DESCRIPTION
 CY0680
 CY0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0680'33.0 MI SOUTH FROM SAFFORD.
 CY0680'30.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0680'HIGHWAY 70 IN SAFFORD, THENCE 2.1 MILES SOUTHEAST ALONG THE SOUTHEAST
 CY0680'FORK OF HIGHWAY 666 LEADING TO INTERSTATE HIGHWAY 10 EAST, 99 FEET
 CY0680'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 143 FEET NORTH OF MILE
 CY0680'POST 88 ON THE NORTHEAST SIDE OF THE HIGHWAY AND 1 FOOT SOUTHWEST OF
 CY0680'THE RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0680'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0680'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0680
 CY0680                          STATION RECOVERY (2008)
 CY0680
 CY0680'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0680'THE WITNESS POST IS MISSING, AND A CURSORY SEARCH ALONG THE FENCE LINE
 CY0680'DID NOT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0716 ***********************************************************************
 CY0716  DESIGNATION -  A 437
 CY0716  PID         -  CY0716
 CY0716  STATE/COUNTY-  AZ/GRAHAM
 CY0716  USGS QUAD   -  SAFFORD (1985)
 CY0716
 CY0716                         *CURRENT SURVEY CONTROL
 CY0716  ___________________________________________________________________
 CY0716* NAD 83(1986)-  32 46 34.     (N)    109 42 55.     (W)     SCALED    
 CY0716* NAVD 88     -       939.113  (meters)    3081.07   (feet)  ADJUSTED  
 CY0716  ___________________________________________________________________
 CY0716  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY0716  DYNAMIC HT  -         937.784 (meters)    3076.71  (feet)  COMP
 CY0716  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 CY0716
 CY0716  VERT ORDER  -  FIRST     CLASS II
 CY0716
 CY0716.The horizontal coordinates were scaled from a topographic map and have
 CY0716.an estimated accuracy of +/- 6 seconds.
 CY0716
 CY0716.The orthometric height was determined by differential leveling
 CY0716.and adjusted in June 1991.
 CY0716
 CY0716.The geoid height was determined by GEOID03.
 CY0716
 CY0716.The dynamic height is computed by dividing the NAVD 88
 CY0716.geopotential number by the normal gravity value computed on the
 CY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0716.degrees latitude (g = 980.6199 gals.).
 CY0716
 CY0716.The modeled gravity was interpolated from observed gravity values.
 CY0716
 CY0716;                    North         East    Units  Estimated Accuracy
 CY0716;SPC AZ E     -   197,010.      255,650.      MT  (+/- 180 meters Scaled)
 CY0716
 CY0716                          SUPERSEDED SURVEY CONTROL
 CY0716
 CY0716.No superseded survey control is available for this station.
 CY0716
 CY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB203271(NAD 83)
 CY0716_MARKER: DB = BENCH MARK DISK
 CY0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0716_SP_SET: STAINLESS STEEL ROD
 CY0716_STAMPING: A 437 1979
 CY0716_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0716+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0716_ROD/PIPE-DEPTH: 6.71 meters
 CY0716
 CY0716  HISTORY     - Date     Condition        Report By
 CY0716  HISTORY     - 1979     MONUMENTED       NGS
 CY0716  HISTORY     - 20060825 GOOD             GEOCAC
 CY0716  HISTORY     - 20081010 GOOD             GEOCAC
 CY0716
 CY0716                          STATION DESCRIPTION
 CY0716
 CY0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0716'4.0 MI SOUTH FROM SAFFORD.
 CY0716'4.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0716'HIGHWAY 70 IN SAFFORD, IN THE NORTHEAST CORNER OF A DIRT PARKING LOT
 CY0716'OF CLARKS COUNTRY MARKET, 68 FEET WEST OF THE CENTERLINE OF THE
 CY0716'HIGHWAY, 153 FEET NORTH-NORTHWEST OF HIGHWAY MILE POST 117 ON THE
 CY0716'WEST SIDE OF THE HIGHWAY, 19 FEET WEST OF PHONE CABLE BOX 20.14, 18
 CY0716'FEET WEST OF A CORNER POST IN THE RIGHT-OF-WAY FENCE, 39 FEET EAST-
 CY0716'NORTHEAST OF THE NORTHEAST CORNER OF THE STORE AND 1 FOOT SOUTH OF A
 CY0716'BARBED WIRE FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0716'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CY0716'THE MARK IS 5 FT BELOW THE HIGHWAY.
 CY0716
 CY0716                          STATION RECOVERY (2006)
 CY0716
 CY0716'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0716'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0716'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, THE BUILDING IS NOW CALLED
 CY0716'CLARK S GENERAL SALOON, AND THE BARBED WIRE FENCE IS A CHAIN LINK
 CY0716'FENCE. HANDHELD COORDINATES
 CY0716'32 46 41.16 (N)   109 42 58.56 (W)  (NAD 83).
 CY0716
 CY0716                          STATION RECOVERY (2008)
 CY0716
 CY0716'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0716'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0716'46.686' W109  42.976'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1132 ***********************************************************************
 DU1132  DESIGNATION -  A 438
 DU1132  PID         -  DU1132
 DU1132  STATE/COUNTY-  AZ/GRAHAM
 DU1132  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1132
 DU1132                         *CURRENT SURVEY CONTROL
 DU1132  ___________________________________________________________________
 DU1132* NAD 83(1986)-  33 16 59.     (N)    110 20 31.     (W)     SCALED    
 DU1132* NAVD 88     -       914.714  (meters)    3001.02   (feet)  ADJUSTED  
 DU1132  ___________________________________________________________________
 DU1132  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU1132  DYNAMIC HT  -         913.479 (meters)    2996.97  (feet)  COMP
 DU1132  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 DU1132
 DU1132  VERT ORDER  -  FIRST     CLASS II
 DU1132
 DU1132.The horizontal coordinates were scaled from a topographic map and have
 DU1132.an estimated accuracy of +/- 6 seconds.
 DU1132
 DU1132.The orthometric height was determined by differential leveling
 DU1132.and adjusted in June 1991.
 DU1132
 DU1132.The geoid height was determined by GEOID03.
 DU1132
 DU1132.The dynamic height is computed by dividing the NAVD 88
 DU1132.geopotential number by the normal gravity value computed on the
 DU1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1132.degrees latitude (g = 980.6199 gals.).
 DU1132
 DU1132.The modeled gravity was interpolated from observed gravity values.
 DU1132
 DU1132;                    North         East    Units  Estimated Accuracy
 DU1132;SPC AZ E     -   253,160.      197,030.      MT  (+/- 180 meters Scaled)
 DU1132
 DU1132                          SUPERSEDED SURVEY CONTROL
 DU1132
 DU1132.No superseded survey control is available for this station.
 DU1132
 DU1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB612828(NAD 83)
 DU1132_MARKER: DB = BENCH MARK DISK
 DU1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1132_SP_SET: STAINLESS STEEL ROD
 DU1132_STAMPING: A 438 1979
 DU1132_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1132+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1132_ROD/PIPE-DEPTH: 3    meters
 DU1132
 DU1132  HISTORY     - Date     Condition        Report By
 DU1132  HISTORY     - 1979     MONUMENTED       NGS
 DU1132  HISTORY     - 20081008 GOOD             GEOCAC
 DU1132
 DU1132                          STATION DESCRIPTION
 DU1132
 DU1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1132'29.3 KM NW FROM BYLAS.
 DU1132'29.3 KILOMETERS (18.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1132'POST OFFICE IN BYLAS, 30.5 METERS (100 FEET) SOUTHWEST OF THE
 DU1132'CENTERLINE OF THE HIGHWAY, 37.7 METERS (124 FEET) WEST OF HIGHWAY
 DU1132'MILE POST 278 ON THE SOUTH SIDE OF THE HIGHWAY, 16.8 METERS (55 FEET)
 DU1132'NORTHWEST OF THE NORTHWEST END OF A METAL GATE IN THE RIGHT-OF-WAY
 DU1132'FENCE AND 0.3 METER (1 FOOT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 DU1132'THE ROD WAS DRIVEN TO REFUSAL.
 DU1132'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU1132
 DU1132                          STATION RECOVERY (2008)
 DU1132
 DU1132'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1132'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1132'17.007' W110  20.581'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0742 ***********************************************************************
 CY0742  DESIGNATION -  A 439
 CY0742  PID         -  CY0742
 CY0742  STATE/COUNTY-  AZ/GRAHAM
 CY0742  USGS QUAD   -  EDEN (1985)
 CY0742
 CY0742                         *CURRENT SURVEY CONTROL
 CY0742  ___________________________________________________________________
 CY0742* NAD 83(1986)-  32 58 46.     (N)    109 55 46.     (W)     SCALED    
 CY0742* NAVD 88     -       836.404  (meters)    2744.10   (feet)  ADJUSTED  
 CY0742  ___________________________________________________________________
 CY0742  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0742  DYNAMIC HT  -         835.249 (meters)    2740.31  (feet)  COMP
 CY0742  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 CY0742
 CY0742  VERT ORDER  -  FIRST     CLASS II
 CY0742
 CY0742.The horizontal coordinates were scaled from a topographic map and have
 CY0742.an estimated accuracy of +/- 6 seconds.
 CY0742
 CY0742.The orthometric height was determined by differential leveling
 CY0742.and adjusted in June 1991.
 CY0742
 CY0742.The geoid height was determined by GEOID03.
 CY0742
 CY0742.The dynamic height is computed by dividing the NAVD 88
 CY0742.geopotential number by the normal gravity value computed on the
 CY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0742.degrees latitude (g = 980.6199 gals.).
 CY0742
 CY0742.The modeled gravity was interpolated from observed gravity values.
 CY0742
 CY0742;                    North         East    Units  Estimated Accuracy
 CY0742;SPC AZ E     -   219,500.      235,530.      MT  (+/- 180 meters Scaled)
 CY0742
 CY0742                          SUPERSEDED SURVEY CONTROL
 CY0742
 CY0742.No superseded survey control is available for this station.
 CY0742
 CY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB000495(NAD 83)
 CY0742_MARKER: DB = BENCH MARK DISK
 CY0742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0742_SP_SET: STAINLESS STEEL ROD
 CY0742_STAMPING: A 439 1979
 CY0742_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0742_ROD/PIPE-DEPTH: 7.62 meters
 CY0742
 CY0742  HISTORY     - Date     Condition        Report By
 CY0742  HISTORY     - 1979     MONUMENTED       NGS
 CY0742  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 CY0742
 CY0742                          STATION DESCRIPTION
 CY0742
 CY0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0742'4.4 MI SE FROM FT THOMAS.
 CY0742'4.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0742'FT. THOMAS, IN LINE WITH A ROW OF POWER LINE POLES, 53 FEET NORTHEAST
 CY0742'OF THE CENTERLINE OF THE HIGHWAY, 57 FEET EAST-SOUTHEAST OF HIGHWAY
 CY0742'MILE POST 311 ON THE NORTHEAST SIDE OF THE HIGHWAY, 18 FEET SOUTHWEST
 CY0742'OF THE HIGHWAY RIGHT-OF-WAY FENCE AND 4 FEET NORTHWEST OF A
 CY0742'POWER LINE POLE.
 CY0742'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CY0742'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0742
 CY0742                          STATION RECOVERY (2008)
 CY0742
 CY0742'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0742'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CY0742'MARK. THE ENTIRE AREA BETWEEN THE PAVEMENT AND THE RIGHT-OF-WAY FENCE
 CY0742'HAS BEEN RECENTLY PLOWED UP. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0014 ***********************************************************************
 DU0014  DESIGNATION -  A 44
 DU0014  PID         -  DU0014
 DU0014  STATE/COUNTY-  AZ/GILA
 DU0014  USGS QUAD   -  FORKS BUTTE (1978)
 DU0014
 DU0014                         *CURRENT SURVEY CONTROL
 DU0014  ___________________________________________________________________
 DU0014* NAD 83(1986)-  33 42 09.     (N)    110 13 23.     (W)     SCALED    
 DU0014* NAVD 88     -      1499.236  (meters)    4918.74   (feet)  ADJUSTED  
 DU0014  ___________________________________________________________________
 DU0014  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 DU0014  DYNAMIC HT  -        1497.088 (meters)    4911.70  (feet)  COMP
 DU0014  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 DU0014
 DU0014  VERT ORDER  -  FIRST     CLASS II
 DU0014
 DU0014.The horizontal coordinates were scaled from a topographic map and have
 DU0014.an estimated accuracy of +/- 6 seconds.
 DU0014
 DU0014.The orthometric height was determined by differential leveling
 DU0014.and adjusted in June 1991.
 DU0014
 DU0014.The geoid height was determined by GEOID03.
 DU0014
 DU0014.The dynamic height is computed by dividing the NAVD 88
 DU0014.geopotential number by the normal gravity value computed on the
 DU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0014.degrees latitude (g = 980.6199 gals.).
 DU0014
 DU0014.The modeled gravity was interpolated from observed gravity values.
 DU0014
 DU0014;                    North         East    Units  Estimated Accuracy
 DU0014;SPC AZ E     -   299,660.      208,130.      MT  (+/- 180 meters Scaled)
 DU0014
 DU0014                          SUPERSEDED SURVEY CONTROL
 DU0014
 DU0014  NGVD 29 (??/??/92) 1498.562  (m)         4916.53   (f) ADJ UNCH    1 2
 DU0014
 DU0014.Superseded values are not recommended for survey control.
 DU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0014.See file dsdata.txt to determine how the superseded data were derived.
 DU0014
 DU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC719294(NAD 83)
 DU0014_MARKER: DB = BENCH MARK DISK
 DU0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0014_STAMPING: A 44 1934
 DU0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0014+STABILITY: SURFACE MOTION
 DU0014
 DU0014  HISTORY     - Date     Condition        Report By
 DU0014  HISTORY     - 1934     MONUMENTED       CGS
 DU0014
 DU0014                          STATION DESCRIPTION
 DU0014
 DU0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0014'24.9 MI SW FROM WHITERIVER.
 DU0014'IN GILA COUNTY, 24.9 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0014'WHITERIVER, NAVAJO COUNTY, 1.8 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0014'BLACK RIVER, 30 YARDS NORTHEAST OF A BORROW PIT IN A BANK, AND 20 FEET
 DU0014'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 44
 DU0014'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1533 ***********************************************************************
 GR1533  DESIGNATION -  A 44
 GR1533  PID         -  GR1533
 GR1533  STATE/COUNTY-  AZ/MOHAVE
 GR1533  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1533
 GR1533                         *CURRENT SURVEY CONTROL
 GR1533  ___________________________________________________________________
 GR1533* NAD 83(1992)-  36 00 41.60252(N)    114 14 54.66346(W)     ADJUSTED  
 GR1533* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1533  ___________________________________________________________________
 GR1533  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 GR1533  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 GR1533  HORZ ORDER  -  THIRD
 GR1533
 GR1533.The horizontal coordinates were established by classical geodetic methods
 GR1533.and adjusted by the National Geodetic Survey in August 1993.
 GR1533
 GR1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1533
 GR1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1533
 GR1533.The geoid height was determined by GEOID03.
 GR1533
 GR1533;                    North         East     Units Scale Factor Converg.
 GR1533;SPC AZ W     -   555,928.508   168,421.190   MT  0.99995821   -0 17 35.2
 GR1533;SPC AZ W     - 1,823,912.43    552,562.96   iFT  0.99995821   -0 17 35.2
 GR1533;SPC NV E     - 8,140,776.777   320,325.702   MT  1.00007834   +0 47 05.6
 GR1533;SPC NV E     -26,708,531.81  1,050,935.24   sFT  1.00007834   +0 47 05.6
 GR1533;UTM  11      - 3,988,732.574   747,978.047   MT  1.00035777   +1 37 06.8
 GR1533
 GR1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1533!SPC AZ W     -   0.99994648  x   0.99995821  =   0.99990470
 GR1533!SPC NV E     -   0.99994648  x   1.00007834  =   1.00002482
 GR1533!UTM  11      -   0.99994648  x   1.00035777  =   1.00030423
 GR1533
 GR1533:                Primary Azimuth Mark                     Grid Az
 GR1533:SPC AZ W     -  A 43                                     308 20 13.0
 GR1533:SPC NV E     -  A 43                                     307 15 32.2
 GR1533:UTM  11      -  A 43                                     306 25 31.0
 GR1533
 GR1533|---------------------------------------------------------------------|
 GR1533| PID    Reference Object                     Distance      Geod. Az  |
 GR1533|                                                           dddmmss.s |
 GR1533| GR1532 A 43                                APPROX. 1.3 KM 3080237.8 |
 GR1533|---------------------------------------------------------------------|
 GR1533
 GR1533                          SUPERSEDED SURVEY CONTROL
 GR1533
 GR1533  NAD 83(1986)-  36 00 41.59540(N)    114 14 54.65993(W) AD(       ) 3
 GR1533  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1533
 GR1533.Superseded values are not recommended for survey control.
 GR1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1533.See file dsdata.txt to determine how the superseded data were derived.
 GR1533
 GR1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4797888733(NAD 83)
 GR1533_MARKER: DS = TRIANGULATION STATION DISK
 GR1533_SETTING: 80 = SET IN A BOULDER
 GR1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1533+STABILITY: SURFACE MOTION
 GR1533
 GR1533  HISTORY     - Date     Condition        Report By
 GR1533  HISTORY     - 1948     MONUMENTED       USGS
 GR1533
 GR1533                          STATION DESCRIPTION
 GR1533
 GR1533'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1533'LOCATED ABOUT 2.8 MI SE. OF THE TEMPLE.  ABOUT 70 FT. S. OF HIGH
 GR1533'WATER MARK AT NORTH END OF PROMINENT RIDGE, ABOUT 15 FT. ABOVE
 GR1533'HIGH WATER MARK.
 GR1533'
 GR1533'TO REACH NOT GIVEN.
 GR1533'
 GR1533'STATION MARK--STANDARD TABLET STAMPED---A44 1948---, CEMENTED IN
 GR1533'TOP OF BOULDER IN PLACE.
 GR1533'
 GR1533'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0017 ***********************************************************************
 ES0017  DESIGNATION -  A 45
 ES0017  PID         -  ES0017
 ES0017  STATE/COUNTY-  AZ/NAVAJO
 ES0017  USGS QUAD   -  HOLBROOK (1986)
 ES0017
 ES0017                         *CURRENT SURVEY CONTROL
 ES0017  ___________________________________________________________________
 ES0017* NAD 83(1986)-  34 52 40.     (N)    110 10 43.     (W)     SCALED    
 ES0017* NAVD 88     -      1571.198  (meters)    5154.84   (feet)  ADJUSTED  
 ES0017  ___________________________________________________________________
 ES0017  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0017  DYNAMIC HT  -        1569.040 (meters)    5147.76  (feet)  COMP
 ES0017  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 ES0017
 ES0017  VERT ORDER  -  FIRST     CLASS II
 ES0017
 ES0017.The horizontal coordinates were scaled from a topographic map and have
 ES0017.an estimated accuracy of +/- 6 seconds.
 ES0017
 ES0017.The orthometric height was determined by differential leveling
 ES0017.and adjusted in June 1991.
 ES0017
 ES0017.The geoid height was determined by GEOID03.
 ES0017
 ES0017.The dynamic height is computed by dividing the NAVD 88
 ES0017.geopotential number by the normal gravity value computed on the
 ES0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0017.degrees latitude (g = 980.6199 gals.).
 ES0017
 ES0017.The modeled gravity was interpolated from observed gravity values.
 ES0017
 ES0017;                    North         East    Units  Estimated Accuracy
 ES0017;SPC AZ E     -   430,020.      212,270.      MT  (+/- 180 meters Scaled)
 ES0017
 ES0017                          SUPERSEDED SURVEY CONTROL
 ES0017
 ES0017  NGVD 29 (??/??/92) 1570.377  (m)         5152.15   (f) ADJ UNCH    1 2
 ES0017
 ES0017.Superseded values are not recommended for survey control.
 ES0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0017.See file dsdata.txt to determine how the superseded data were derived.
 ES0017
 ES0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD750597(NAD 83)
 ES0017_MARKER: DB = BENCH MARK DISK
 ES0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0017_STAMPING: A-45 1934
 ES0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0017+STABILITY: SURFACE MOTION
 ES0017
 ES0017  HISTORY     - Date     Condition        Report By
 ES0017  HISTORY     - 1934     MONUMENTED       CGS
 ES0017  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0017
 ES0017                          STATION DESCRIPTION
 ES0017
 ES0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0017'2.0 MI S FROM HOLBROOK.
 ES0017'2.0 MILES SOUTH OF POST OFFICE ALONG APACHE RAILROAD.  60 YARDS NORTH
 ES0017'OF WOODEN BRIDGE NO. 2A.  73 FT. WEST OF CENTER LINE OF TRACK.  IN
 ES0017'LINE OF TELEPHONE POLES.  4.5 FT. SOUTH OF MILE POST NO. 2.  SET IN
 ES0017'CONCRETE POST 7 INCHES ABOVE GROUND SURFACE.
 ES0017
 ES0017                          STATION RECOVERY (1983)
 ES0017
 ES0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1534 ***********************************************************************
 GR1534  DESIGNATION -  A 45
 GR1534  PID         -  GR1534
 GR1534  STATE/COUNTY-  AZ/MOHAVE
 GR1534  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1534
 GR1534                         *CURRENT SURVEY CONTROL
 GR1534  ___________________________________________________________________
 GR1534* NAD 83(1992)-  36 00 34.05554(N)    114 14 17.73278(W)     ADJUSTED  
 GR1534* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1534  ___________________________________________________________________
 GR1534  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 GR1534  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GR1534  HORZ ORDER  -  THIRD
 GR1534
 GR1534.The horizontal coordinates were established by classical geodetic methods
 GR1534.and adjusted by the National Geodetic Survey in August 1993.
 GR1534
 GR1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1534
 GR1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1534
 GR1534.The geoid height was determined by GEOID03.
 GR1534
 GR1534;                    North         East     Units Scale Factor Converg.
 GR1534;SPC AZ W     -   555,691.226   169,344.785   MT  0.99995720   -0 17 13.4
 GR1534;SPC AZ W     - 1,823,133.94    555,593.13   iFT  0.99995720   -0 17 13.4
 GR1534;SPC NV E     - 8,140,556.885   321,253.711   MT  1.00008111   +0 47 27.2
 GR1534;SPC NV E     -26,707,810.38  1,053,979.88   sFT  1.00008111   +0 47 27.2
 GR1534;UTM  11      - 3,988,526.150   748,909.418   MT  1.00036348   +1 37 28.2
 GR1534
 GR1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1534!SPC AZ W     -   0.99994648  x   0.99995720  =   0.99990368
 GR1534!SPC NV E     -   0.99994648  x   1.00008111  =   1.00002758
 GR1534!UTM  11      -   0.99994648  x   1.00036348  =   1.00030994
 GR1534
 GR1534:                Primary Azimuth Mark                     Grid Az
 GR1534:SPC AZ W     -  A 44                                     284 24 30.0
 GR1534:SPC NV E     -  A 44                                     283 19 49.4
 GR1534:UTM  11      -  A 44                                     282 29 48.4
 GR1534
 GR1534|---------------------------------------------------------------------|
 GR1534| PID    Reference Object                     Distance      Geod. Az  |
 GR1534|                                                           dddmmss.s |
 GR1534| GR1533 A 44                                APPROX. 1.0 KM 2840716.6 |
 GR1534|---------------------------------------------------------------------|
 GR1534
 GR1534                          SUPERSEDED SURVEY CONTROL
 GR1534
 GR1534  NAD 83(1986)-  36 00 34.04855(N)    114 14 17.72956(W) AD(       ) 3
 GR1534  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1534
 GR1534.Superseded values are not recommended for survey control.
 GR1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1534.See file dsdata.txt to determine how the superseded data were derived.
 GR1534
 GR1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4890988526(NAD 83)
 GR1534_MARKER: DS = TRIANGULATION STATION DISK
 GR1534_SETTING: 0 = UNSPECIFIED SETTING
 GR1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1534
 GR1534  HISTORY     - Date     Condition        Report By
 GR1534  HISTORY     - 1948     MONUMENTED       USGS
 GR1534
 GR1534                          STATION DESCRIPTION
 GR1534
 GR1534'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1534'LOCATED ABOUT 3.3 MI SE. OF THE TEMPLE.  ABOUT 25 FT. S. OF HIGH
 GR1534'WATER MARK AT NORTH END OF RIDGE, ABOUT 15 FT. ABOVE HIGH WATER
 GR1534'MARK.
 GR1534'
 GR1534'TO REACH NOT GIVEN.
 GR1534'
 GR1534'STATION MARK--STANDARD TABLET STAMPED---A45 1948---, CEMENTED IN
 GR1534'TOP OF N.P.S. LIGHT BASE.
 GR1534'
 GR1534'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0278 ***********************************************************************
 ER0278  DESIGNATION -  A 46
 ER0278  PID         -  ER0278
 ER0278  STATE/COUNTY-  AZ/NAVAJO
 ER0278  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0278
 ER0278                         *CURRENT SURVEY CONTROL
 ER0278  ___________________________________________________________________
 ER0278* NAD 83(1986)-  34 19 31.     (N)    109 58 03.     (W)     SCALED    
 ER0278* NAVD 88     -      1916.772  (meters)    6288.61   (feet)  ADJUSTED  
 ER0278  ___________________________________________________________________
 ER0278  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ER0278  DYNAMIC HT  -        1913.938 (meters)    6279.31  (feet)  COMP
 ER0278  MODELED GRAV-     979,089.0   (mgal)                       NAVD 88
 ER0278
 ER0278  VERT ORDER  -  FIRST     CLASS II
 ER0278
 ER0278.The horizontal coordinates were scaled from a topographic map and have
 ER0278.an estimated accuracy of +/- 6 seconds.
 ER0278
 ER0278.The orthometric height was determined by differential leveling
 ER0278.and adjusted in June 1991.
 ER0278
 ER0278.The geoid height was determined by GEOID03.
 ER0278
 ER0278.The dynamic height is computed by dividing the NAVD 88
 ER0278.geopotential number by the normal gravity value computed on the
 ER0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0278.degrees latitude (g = 980.6199 gals.).
 ER0278
 ER0278.The modeled gravity was interpolated from observed gravity values.
 ER0278
 ER0278;                    North         East    Units  Estimated Accuracy
 ER0278;SPC AZ E     -   368,750.      231,690.      MT  (+/- 180 meters Scaled)
 ER0278
 ER0278                          SUPERSEDED SURVEY CONTROL
 ER0278
 ER0278  NGVD 29 (??/??/92) 1915.912  (m)         6285.79   (f) ADJ UNCH    1 2
 ER0278
 ER0278.Superseded values are not recommended for survey control.
 ER0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0278.See file dsdata.txt to determine how the superseded data were derived.
 ER0278
 ER0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC949987(NAD 83)
 ER0278_MARKER: DB = BENCH MARK DISK
 ER0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0278_STAMPING: A 46 1934
 ER0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0278+STABILITY: SURFACE MOTION
 ER0278
 ER0278  HISTORY     - Date     Condition        Report By
 ER0278  HISTORY     - 1934     MONUMENTED       CGS
 ER0278
 ER0278                          STATION DESCRIPTION
 ER0278
 ER0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0278'15.4 MI S FROM SNOWFLAKE.
 ER0278'15.4 MILES SOUTH ALONG APACHE R.R. ALONG APACHE R.R., 11.6 MILES NORTH
 ER0278'OF SPONSELLAR SIDING, 51 FT. WEST OF CENTER LINE OF TRACK, 6 FT. SOUTH
 ER0278'OF MILE POLE 50.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1535 ***********************************************************************
 GR1535  DESIGNATION -  A 46
 GR1535  PID         -  GR1535
 GR1535  STATE/COUNTY-  AZ/MOHAVE
 GR1535  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1535
 GR1535                         *CURRENT SURVEY CONTROL
 GR1535  ___________________________________________________________________
 GR1535* NAD 83(1992)-  36 00 36.20023(N)    114 13 46.58100(W)     ADJUSTED  
 GR1535* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1535  ___________________________________________________________________
 GR1535  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 GR1535  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GR1535  HORZ ORDER  -  THIRD
 GR1535
 GR1535.The horizontal coordinates were established by classical geodetic methods
 GR1535.and adjusted by the National Geodetic Survey in August 1993.
 GR1535
 GR1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1535
 GR1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1535
 GR1535.The geoid height was determined by GEOID03.
 GR1535
 GR1535;                    North         East     Units Scale Factor Converg.
 GR1535;SPC AZ W     -   555,753.452   170,125.185   MT  0.99995636   -0 16 55.1
 GR1535;SPC AZ W     - 1,823,338.10    558,153.49   iFT  0.99995636   -0 16 55.1
 GR1535;SPC NV E     - 8,140,633.792   322,032.899   MT  1.00008344   +0 47 45.6
 GR1535;SPC NV E     -26,708,062.70  1,056,536.27   sFT  1.00008344   +0 47 45.6
 GR1535;UTM  11      - 3,988,614.409   749,687.626   MT  1.00036826   +1 37 46.7
 GR1535
 GR1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1535!SPC AZ W     -   0.99994694  x   0.99995636  =   0.99990331
 GR1535!SPC NV E     -   0.99994694  x   1.00008344  =   1.00003038
 GR1535!UTM  11      -   0.99994694  x   1.00036826  =   1.00031519
 GR1535
 GR1535:                Primary Azimuth Mark                     Grid Az
 GR1535:SPC AZ W     -  A 45                                     265 26 27.9
 GR1535:SPC NV E     -  A 45                                     264 21 47.2
 GR1535:UTM  11      -  A 45                                     263 31 46.1
 GR1535
 GR1535|---------------------------------------------------------------------|
 GR1535| PID    Reference Object                     Distance      Geod. Az  |
 GR1535|                                                           dddmmss.s |
 GR1535| GR1534 A 45                                APPROX. 0.8 KM 2650932.8 |
 GR1535|---------------------------------------------------------------------|
 GR1535
 GR1535                          SUPERSEDED SURVEY CONTROL
 GR1535
 GR1535  NAD 83(1986)-  36 00 36.19327(N)    114 13 46.57807(W) AD(       ) 3
 GR1535  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1535
 GR1535.Superseded values are not recommended for survey control.
 GR1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1535.See file dsdata.txt to determine how the superseded data were derived.
 GR1535
 GR1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4968888614(NAD 83)
 GR1535_MARKER: DS = TRIANGULATION STATION DISK
 GR1535_SETTING: 80 = SET IN A BOULDER
 GR1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1535+STABILITY: SURFACE MOTION
 GR1535
 GR1535  HISTORY     - Date     Condition        Report By
 GR1535  HISTORY     - 1948     MONUMENTED       USGS
 GR1535
 GR1535                          STATION DESCRIPTION
 GR1535
 GR1535'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1535'LOCATED ABOUT 0.5 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1535'VIRGIN CANYON.  IN VIRGIN CANYON, ON PROMINENT RIDGE, ABOUT 15 FT.
 GR1535'N. OF HIGH WATER MARK, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1535'
 GR1535'TO REACH NOT GIVEN.
 GR1535'
 GR1535'STATION MARK--STANDARD TABLET STAMPED---A46 1948---, CEMENTED IN
 GR1535'BOULDER IN PLACE.
 GR1535'
 GR1535'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1220 ***********************************************************************
 DA1220  HT_MOD      -  This is a Height Modernization Survey Station.
 DA1220  DESIGNATION -  A 469
 DA1220  PID         -  DA1220
 DA1220  STATE/COUNTY-  AZ/MARICOPA
 DA1220  USGS QUAD   -  GILA BEND (1973)
 DA1220
 DA1220                         *CURRENT SURVEY CONTROL
 DA1220  ___________________________________________________________________
 DA1220* NAD 83(2007)-  32 54 04.82942(N)    112 44 32.35198(W)     ADJUSTED  
 DA1220* NAVD 88     -       246.20   (meters)     807.7    (feet)  GPS OBS   
 DA1220  ___________________________________________________________________
 DA1220  EPOCH DATE  -        2007.00
 DA1220  X           -  -2,072,342.629 (meters)                     COMP
 DA1220  Y           -  -4,943,834.334 (meters)                     COMP
 DA1220  Z           -   3,444,893.840 (meters)                     COMP
 DA1220  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DA1220  ELLIP HEIGHT-         214.851 (meters)          (09/24/08) ADJUSTED
 DA1220  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA1220  HORZ ORDER  -  A
 DA1220  ELLP ORDER  -  SECOND    CLASS I
 DA1220
 DA1220.The horizontal coordinates were established by GPS observations
 DA1220.and adjusted by the National Geodetic Survey in September 2008.
 DA1220
 DA1220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA1220.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA1220.The horizontal coordinates are valid at the epoch date displayed above.
 DA1220.The epoch date for horizontal control is a decimal equivalence
 DA1220.of Year/Month/Day.
 DA1220
 DA1220.The orthometric height was determined by GPS observations and a
 DA1220.high-resolution geoid model.
 DA1220.The orthometric height was determined by GPS observations and a
 DA1220.high-resolution geoid model using precise GPS observation and
 DA1220.processing techniques. It supersedes the leveled height previously
 DA1220.determined for this station.
 DA1220
 DA1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA1220
 DA1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1220
 DA1220.The ellipsoidal height was determined by GPS observations
 DA1220.and is referenced to NAD 83.
 DA1220
 DA1220.The geoid height was determined by GEOID03.
 DA1220
 DA1220;                    North         East     Units Scale Factor Converg.
 DA1220;SPC AZ C     -   211,113.368   136,120.902   MT  0.99997354   -0 26 54.6
 DA1220;SPC AZ C     -   692,629.16    446,590.89   iFT  0.99997354   -0 26 54.6
 DA1220;UTM  12      - 3,641,695.819   337,048.447   MT  0.99992741   -0 56 47.9
 DA1220
 DA1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1220!SPC AZ C     -   0.99996627  x   0.99997354  =   0.99993981
 DA1220!UTM  12      -   0.99996627  x   0.99992741  =   0.99989368
 DA1220
 DA1220                          SUPERSEDED SURVEY CONTROL
 DA1220
 DA1220  NAD 83(2007)-  32 54 04.82954(N)    112 44 32.35103(W) AD(2007.00) 0
 DA1220  ELLIP H (02/10/07)  214.859  (m)                       GP(2007.00)    
 DA1220  NAD 83(1992)-  32 54 04.82857(N)    112 44 32.35072(W) AD(       ) A
 DA1220  ELLIP H (01/27/00)  214.899  (m)                       GP(       ) 1 1
 DA1220  NAVD 88 (06/15/91)  246.170  (m)          807.64   (f) ADJUSTED    1 2
 DA1220
 DA1220.Superseded values are not recommended for survey control.
 DA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1220.See file dsdata.txt to determine how the superseded data were derived.
 DA1220
 DA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3704841696(NAD 83)
 DA1220_MARKER: F = FLANGE-ENCASED ROD
 DA1220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1220_SP_SET: STAINLESS STEEL ROD
 DA1220_STAMPING: A 469 1980
 DA1220_MARK LOGO: NGS   
 DA1220_PROJECTION: FLUSH
 DA1220_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DA1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1220+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1220_ROD/PIPE-DEPTH: 9.8  meters
 DA1220
 DA1220  HISTORY     - Date     Condition        Report By
 DA1220  HISTORY     - 1980     MONUMENTED       NGS
 DA1220  HISTORY     - 19981013 GOOD             AZ-013
 DA1220  HISTORY     - 20000425 GOOD             MCDOT
 DA1220  HISTORY     - 20060116 GOOD             NGS
 DA1220  HISTORY     - 20060128 GOOD             USPSQD
 DA1220  HISTORY     - 20060128 GOOD             USPSQD
 DA1220  HISTORY     - 20070603 GOOD             GEOCAC
 DA1220
 DA1220                          STATION DESCRIPTION
 DA1220
 DA1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1220'5.5 KM (3.45 MI) SW FROM GILA BEND.
 DA1220'5.5 KM (3.45 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1220'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15
 DA1220'MI) SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 3, AT THE CROSSING OF THE
 DA1220'ACCESS ROAD LEADING SOUTHEAST TO THE GILA BEND AIR FORCE BASE
 DA1220'AUXILLARY FIELD, 36.6 METERS (120 FT) NORTHWEST OF THE NORTHWEST
 DA1220'RAIL OF THE TRACKS, 31.1 METERS (102 FT) SOUTHEAST OF THE CENTERLINE
 DA1220'OF THE HIGHWAY, 30.5 METERS (100 FT) SOUTHWEST OF THE CENTERLINE OF
 DA1220'THE ACCESS ROAD, 25.6 METERS (84.0 FT) SOUTHWEST OF THE SOUTHWEST
 DA1220'END OF OF A CATTLE GUARD ON THE ACCESS ROAD, 6.4 METERS (21.0 FT)
 DA1220'SOUTHWEST OF AN IRON BRACE POLE IN THE RIGHT-OF-WAY FENCE LINE,
 DA1220'1.2 METERS (4.0 FT) NORTHWEST OF A TELEGRAPH POLE, 0.6 METER (2.0 FT)
 DA1220'NORTHWEST OF THE FENCE LINE.
 DA1220'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA1220'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1220
 DA1220                          STATION RECOVERY (1998)
 DA1220
 DA1220'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA1220'GENERAL STATION LOCATION IS NEAR GILA BOND, ARIZONA.  RECOVERED AS
 DA1220'DESCRIBED.  DESCRIBED BY MICHAEL WINN.
 DA1220
 DA1220                          STATION RECOVERY (2000)
 DA1220
 DA1220'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA1220'RECOVERED AS DESCRIBED
 DA1220'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DA1220'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DA1220
 DA1220                          STATION RECOVERY (2006)
 DA1220
 DA1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DA1220'RECOVERED AS DESCRIBED.
 DA1220
 DA1220                          STATION RECOVERY (2006)
 DA1220
 DA1220'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1220'RECOVERED AS DESCRIBED.
 DA1220
 DA1220                          STATION RECOVERY (2006)
 DA1220
 DA1220'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1220'RECOVERED AS DESCRIBED.
 DA1220
 DA1220                          STATION RECOVERY (2007)
 DA1220
 DA1220'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0086 ***********************************************************************
 DU0086  DESIGNATION -  A 47
 DU0086  PID         -  DU0086
 DU0086  STATE/COUNTY-  AZ/GILA
 DU0086  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0086
 DU0086                         *CURRENT SURVEY CONTROL
 DU0086  ___________________________________________________________________
 DU0086* NAD 83(1986)-  33 22 35.     (N)    110 26 52.     (W)     SCALED    
 DU0086* NAVD 88     -       823.249  (meters)    2700.94   (feet)  ADJUSTED  
 DU0086  ___________________________________________________________________
 DU0086  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0086  DYNAMIC HT  -         822.155 (meters)    2697.35  (feet)  COMP
 DU0086  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 DU0086
 DU0086  VERT ORDER  -  FIRST     CLASS II
 DU0086
 DU0086.The horizontal coordinates were scaled from a topographic map and have
 DU0086.an estimated accuracy of +/- 6 seconds.
 DU0086
 DU0086.The orthometric height was determined by differential leveling
 DU0086.and adjusted in June 1991.
 DU0086
 DU0086.The geoid height was determined by GEOID03.
 DU0086
 DU0086.The dynamic height is computed by dividing the NAVD 88
 DU0086.geopotential number by the normal gravity value computed on the
 DU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0086.degrees latitude (g = 980.6199 gals.).
 DU0086
 DU0086.The modeled gravity was interpolated from observed gravity values.
 DU0086
 DU0086;                    North         East    Units  Estimated Accuracy
 DU0086;SPC AZ E     -   263,530.      187,200.      MT  (+/- 180 meters Scaled)
 DU0086
 DU0086                          SUPERSEDED SURVEY CONTROL
 DU0086
 DU0086  NGVD 29 (??/??/92)  822.667  (m)         2699.03   (f) ADJ UNCH    1 2
 DU0086
 DU0086.Superseded values are not recommended for survey control.
 DU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0086.See file dsdata.txt to determine how the superseded data were derived.
 DU0086
 DU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB513931(NAD 83)
 DU0086_MARKER: DB = BENCH MARK DISK
 DU0086_SETTING: 66 = SET IN ROCK OUTCROP
 DU0086_SP_SET: LIMESTONE OUTCROP
 DU0086_STAMPING: A 47 1934
 DU0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0086+STABILITY: POSITION/ELEVATION WELL
 DU0086
 DU0086  HISTORY     - Date     Condition        Report By
 DU0086  HISTORY     - 1934     MONUMENTED       CGS
 DU0086  HISTORY     - 1935     GOOD             NGS
 DU0086
 DU0086                          STATION DESCRIPTION
 DU0086
 DU0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0086'2.7 MI N FROM SAN CARLOS.
 DU0086'2.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0086'AT THE FOOT OF A GRADE, 132 FEET EAST OF THE CENTERLINE OF THE
 DU0086'HIGHWAY, 12 FEET SOUTHEAST OF A SMALL WASH, AND IN THE TOP OF THE WEST
 DU0086'EDGE OF A FLAT LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED A 47 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1536 ***********************************************************************
 GR1536  DESIGNATION -  A 47
 GR1536  PID         -  GR1536
 GR1536  STATE/COUNTY-  AZ/MOHAVE
 GR1536  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1536
 GR1536                         *CURRENT SURVEY CONTROL
 GR1536  ___________________________________________________________________
 GR1536* NAD 83(1992)-  36 00 48.30936(N)    114 13 19.02224(W)     ADJUSTED  
 GR1536* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1536  ___________________________________________________________________
 GR1536  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 GR1536  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GR1536  HORZ ORDER  -  THIRD
 GR1536
 GR1536.The horizontal coordinates were established by classical geodetic methods
 GR1536.and adjusted by the National Geodetic Survey in August 1993.
 GR1536
 GR1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1536
 GR1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1536
 GR1536.The geoid height was determined by GEOID03.
 GR1536
 GR1536;                    North         East     Units Scale Factor Converg.
 GR1536;SPC AZ W     -   556,123.290   170,817.088   MT  0.99995563   -0 16 39.0
 GR1536;SPC AZ W     - 1,824,551.48    560,423.52   iFT  0.99995563   -0 16 39.0
 GR1536;SPC NV E     - 8,141,016.630   322,717.810   MT  1.00008551   +0 48 02.0
 GR1536;SPC NV E     -26,709,318.73  1,058,783.35   sFT  1.00008551   +0 48 02.0
 GR1536;UTM  11      - 3,989,007.285   750,367.088   MT  1.00037245   +1 38 03.4
 GR1536
 GR1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1536!SPC AZ W     -   0.99994506  x   0.99995563  =   0.99990069
 GR1536!SPC NV E     -   0.99994506  x   1.00008551  =   1.00003056
 GR1536!UTM  11      -   0.99994506  x   1.00037245  =   1.00031749
 GR1536
 GR1536:                Primary Azimuth Mark                     Grid Az
 GR1536:SPC AZ W     -  A 46                                     241 52 28.3
 GR1536:SPC NV E     -  A 46                                     240 47 47.3
 GR1536:UTM  11      -  A 46                                     239 57 45.9
 GR1536
 GR1536|---------------------------------------------------------------------|
 GR1536| PID    Reference Object                     Distance      Geod. Az  |
 GR1536|                                                           dddmmss.s |
 GR1536| GR1535 A 46                                APPROX. 0.8 KM 2413549.3 |
 GR1536| GR1629 N 124                               488.693 METERS 3403943.3 |
 GR1536|---------------------------------------------------------------------|
 GR1536
 GR1536                          SUPERSEDED SURVEY CONTROL
 GR1536
 GR1536  NAD 83(1986)-  36 00 48.30235(N)    114 13 19.01955(W) AD(       ) 3
 GR1536  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GR1536
 GR1536.Superseded values are not recommended for survey control.
 GR1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1536.See file dsdata.txt to determine how the superseded data were derived.
 GR1536
 GR1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5036789007(NAD 83)
 GR1536_MARKER: DS = TRIANGULATION STATION DISK
 GR1536_SETTING: 66 = SET IN ROCK OUTCROP
 GR1536_SP_SET: SET IN ROCK OUTCROP
 GR1536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1536+STABILITY: POSITION/ELEVATION WELL
 GR1536
 GR1536  HISTORY     - Date     Condition        Report By
 GR1536  HISTORY     - 1948     MONUMENTED       USGS
 GR1536
 GR1536                          STATION DESCRIPTION
 GR1536
 GR1536'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1536'LOCATED ABOUT 0.9 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1536'VIRGIN CANYON.  IN VIRGIN CANYON, ON PROMINENT ROCKY POINT, ABOUT
 GR1536'70 FT. ABOVE HIGH WATER MARK.
 GR1536'
 GR1536'TO REACH NOT GIVEN.
 GR1536'
 GR1536'STATION MARK--STANDARD TABLET STAMPED---A47 1948---, CEMENTED IN
 GR1536'ROCK OUTCROP.
 GR1536'
 GR1536'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1139 ***********************************************************************
 DB1139  DESIGNATION -  A 470
 DB1139  PID         -  DB1139
 DB1139  STATE/COUNTY-  AZ/YUMA
 DB1139  USGS QUAD   -  WELLTON (1982)
 DB1139
 DB1139                         *CURRENT SURVEY CONTROL
 DB1139  ___________________________________________________________________
 DB1139* NAD 83(1986)-  32 39 38.     (N)    114 12 16.     (W)     SCALED    
 DB1139* NAVD 88     -        69.831  (meters)     229.10   (feet)  ADJUSTED  
 DB1139  ___________________________________________________________________
 DB1139  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DB1139  DYNAMIC HT  -          69.751 (meters)     228.84  (feet)  COMP
 DB1139  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DB1139
 DB1139  VERT ORDER  -  FIRST     CLASS II
 DB1139
 DB1139.The horizontal coordinates were scaled from a topographic map and have
 DB1139.an estimated accuracy of +/- 6 seconds.
 DB1139
 DB1139.The orthometric height was determined by differential leveling
 DB1139.and adjusted in June 1991.
 DB1139
 DB1139.The geoid height was determined by GEOID03.
 DB1139
 DB1139.The dynamic height is computed by dividing the NAVD 88
 DB1139.geopotential number by the normal gravity value computed on the
 DB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1139.degrees latitude (g = 980.6199 gals.).
 DB1139
 DB1139.The modeled gravity was interpolated from observed gravity values.
 DB1139
 DB1139;                    North         East    Units  Estimated Accuracy
 DB1139;SPC AZ W     -   184,210.      170,730.      MT  (+/- 180 meters Scaled)
 DB1139
 DB1139                          SUPERSEDED SURVEY CONTROL
 DB1139
 DB1139.No superseded survey control is available for this station.
 DB1139
 DB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS621171(NAD 83)
 DB1139_MARKER: DB = BENCH MARK DISK
 DB1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DB1139_SP_SET: ABUTMENT
 DB1139_STAMPING: A 470 1981
 DB1139_MARK LOGO: NGS   
 DB1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1139
 DB1139  HISTORY     - Date     Condition        Report By
 DB1139  HISTORY     - 1981     MONUMENTED       NGS
 DB1139
 DB1139                          STATION DESCRIPTION
 DB1139
 DB1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1139'5.6 KM (3.5 MI) WEST FROM WELLTON.
 DB1139'5.6 KM (3.5 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1139'WELLTON, 0.6 KM (0.4 MI) NORTHEAST OF THE JUNCTION OF AVENUE 25E, AT
 DB1139'SOUTHERN PACIFIC RAILROAD MILEPOLE 766, SET IN TOP OF THE NORTH END
 DB1139'OF THE WEST ABUTMENT OF RAILROAD BRIDGE NUMBER 766.01, 7.2 M (23.5 FT)
 DB1139'EAST OF THE MILEPOLE, 2.1 M (7.0 FT) NORTH OF THE NORTH RAIL OF THE
 DB1139'TRACKS.
 DB1139'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1200 ***********************************************************************
 DA1200  DESIGNATION -  A 471
 DA1200  PID         -  DA1200
 DA1200  STATE/COUNTY-  AZ/PIMA
 DA1200  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1200
 DA1200                         *CURRENT SURVEY CONTROL
 DA1200  ___________________________________________________________________
 DA1200* NAD 83(1986)-  32 01 39.     (N)    112 48 01.     (W)     SCALED    
 DA1200* NAVD 88     -       531.490  (meters)    1743.73   (feet)  ADJUSTED  
 DA1200  ___________________________________________________________________
 DA1200  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DA1200  DYNAMIC HT  -         530.794 (meters)    1741.45  (feet)  COMP
 DA1200  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 DA1200
 DA1200  VERT ORDER  -  FIRST     CLASS II
 DA1200
 DA1200.The horizontal coordinates were scaled from a topographic map and have
 DA1200.an estimated accuracy of +/- 6 seconds.
 DA1200
 DA1200.The orthometric height was determined by differential leveling
 DA1200.and adjusted in June 1991.
 DA1200
 DA1200.The geoid height was determined by GEOID03.
 DA1200
 DA1200.The dynamic height is computed by dividing the NAVD 88
 DA1200.geopotential number by the normal gravity value computed on the
 DA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1200.degrees latitude (g = 980.6199 gals.).
 DA1200
 DA1200.The modeled gravity was interpolated from observed gravity values.
 DA1200
 DA1200;                    North         East    Units  Estimated Accuracy
 DA1200;SPC AZ C     -   114,260.      129,900.      MT  (+/- 180 meters Scaled)
 DA1200
 DA1200                          SUPERSEDED SURVEY CONTROL
 DA1200
 DA1200.No superseded survey control is available for this station.
 DA1200
 DA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA299449(NAD 83)
 DA1200_MARKER: DB = BENCH MARK DISK
 DA1200_SETTING: 66 = SET IN ROCK OUTCROP
 DA1200_SP_SET: ROCK OUTCROP
 DA1200_STAMPING: A 471 1981
 DA1200_MARK LOGO: NGS   
 DA1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1200+STABILITY: POSITION/ELEVATION WELL
 DA1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1200+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1200
 DA1200  HISTORY     - Date     Condition        Report By
 DA1200  HISTORY     - 1981     MONUMENTED       NGS
 DA1200  HISTORY     - 19941110 GOOD             USPSQD
 DA1200  HISTORY     - 19970306 GOOD             USPSQD
 DA1200  HISTORY     - 20061112 GOOD             USPSQD
 DA1200
 DA1200                          STATION DESCRIPTION
 DA1200
 DA1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1200'16.7 KM (10.4 MI) NE FROM LUKEVILLE.
 DA1200'16.7 KM (10.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 DA1200'OFFICE IN LUKEVILLE, ALSO 27.45 KM (17.05 MI) SOUTHWEST ALONG STATE
 DA1200'HIGHWAY 85 FROM WHY, AT HIGHWAY MILEPOST 70, SET IN TOP OF A WHITE
 DA1200'COLORED ROCK OUTCROP, 5.9 M (11.5 FT) SOUTHEAST OF THE CENTERLINE
 DA1200'OF THE HIGHWAY, 38.7 M (127 FT) NORTHEAST OF THE MILEPOST.
 DA1200'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA1200'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 DA1200
 DA1200                          STATION RECOVERY (1994)
 DA1200
 DA1200'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1200'RECOVERED IN GOOD CONDITION.
 DA1200
 DA1200                          STATION RECOVERY (1997)
 DA1200
 DA1200'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1200'RECOVERED IN GOOD CONDITION.
 DA1200
 DA1200                          STATION RECOVERY (2006)
 DA1200
 DA1200'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0723 ***********************************************************************
 EU0723  DESIGNATION -  A 472
 EU0723  PID         -  EU0723
 EU0723  STATE/COUNTY-  AZ/MOHAVE
 EU0723  USGS QUAD   -  YUCCA SE (1970)
 EU0723
 EU0723                         *CURRENT SURVEY CONTROL
 EU0723  ___________________________________________________________________
 EU0723* NAD 83(1986)-  34 50 02.     (N)    114 05 21.     (W)     SCALED    
 EU0723* NAVD 88     -       645.795  (meters)    2118.75   (feet)  ADJUSTED  
 EU0723  ___________________________________________________________________
 EU0723  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 EU0723  DYNAMIC HT  -         645.067 (meters)    2116.36  (feet)  COMP
 EU0723  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 EU0723  OBS GRAVITY -     979,482.3   (mgal)                       GRAV_OBS
 EU0723
 EU0723  VERT ORDER  -  FIRST     CLASS II
 EU0723
 EU0723.The horizontal coordinates were scaled from a topographic map and have
 EU0723.an estimated accuracy of +/- 6 seconds.
 EU0723
 EU0723.The orthometric height was determined by differential leveling
 EU0723.and adjusted in June 1991.
 EU0723
 EU0723.The geoid height was determined by GEOID03.
 EU0723
 EU0723.The dynamic height is computed by dividing the NAVD 88
 EU0723.geopotential number by the normal gravity value computed on the
 EU0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0723.degrees latitude (g = 980.6199 gals.).
 EU0723
 EU0723.The modeled gravity was interpolated from observed gravity values.
 EU0723.The observed gravity was obtained from relative gravimeter ties
 EU0723.to the IGSN71 gravity network.
 EU0723
 EU0723;                    North         East    Units  Estimated Accuracy
 EU0723;SPC AZ W     -   425,210.      182,340.      MT  (+/- 180 meters Scaled)
 EU0723
 EU0723                          SUPERSEDED SURVEY CONTROL
 EU0723
 EU0723.No superseded survey control is available for this station.
 EU0723
 EU0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU661584(NAD 83)
 EU0723_MARKER: I = METAL ROD
 EU0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0723_SP_SET: STAINLESS STEEL ROD
 EU0723_STAMPING: A 472 1981
 EU0723_MARK LOGO: NGS   
 EU0723_PROJECTION: FLUSH
 EU0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0723_ROD/PIPE-DEPTH: 3.7  meters
 EU0723
 EU0723  HISTORY     - Date     Condition        Report By
 EU0723  HISTORY     - 1981     MONUMENTED       NGS
 EU0723
 EU0723                          STATION DESCRIPTION
 EU0723
 EU0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0723'8.0 KM (5.0 MI) SE FROM YUCCA.
 EU0723'8.0 KM (5.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0723'INTERSTATE HIGHWAY 40 IN YUCCA, 0.25 KM (0.15 MI) SOUTHEAST OF THE
 EU0723'JUNCTION OF A DIRT ROAD LEADING NORTH-SOUTH, AT THE JUNCTION OF
 EU0723'ALLISON ROAD, 13.0 METERS (42.5 FT) SOUTHWEST OF THE CENTERLINE OF
 EU0723'ALAMO ROAD, 8.7 METERS (28.5 FT) NORTH OF THE CENTERLINE OF ALLISON
 EU0723'ROAD, 41.8 METERS (137 FT) NORTHWEST OF A WASH, 13.1 METERS (43.0 FT)
 EU0723'EAST OF A WHITE STREET SIGN, ROD DRIVEN TO REFUSAL.
 EU0723'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EU0723'THE MARK IS 0.6 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1300 ***********************************************************************
 DU1300  DESIGNATION -  A 473
 DU1300  PID         -  DU1300
 DU1300  STATE/COUNTY-  AZ/MARICOPA
 DU1300  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1300
 DU1300                         *CURRENT SURVEY CONTROL
 DU1300  ___________________________________________________________________
 DU1300* NAD 83(1986)-  33 39 16.     (N)    111 10 54.     (W)     SCALED    
 DU1300* NAVD 88     -       625.692  (meters)    2052.79   (feet)  ADJUSTED  
 DU1300  ___________________________________________________________________
 DU1300  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DU1300  DYNAMIC HT  -         624.899 (meters)    2050.19  (feet)  COMP
 DU1300  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 DU1300
 DU1300  VERT ORDER  -  FIRST     CLASS II
 DU1300
 DU1300.The horizontal coordinates were scaled from a topographic map and have
 DU1300.an estimated accuracy of +/- 6 seconds.
 DU1300
 DU1300.The orthometric height was determined by differential leveling
 DU1300.and adjusted in June 1991.
 DU1300
 DU1300.The geoid height was determined by GEOID03.
 DU1300
 DU1300.The dynamic height is computed by dividing the NAVD 88
 DU1300.geopotential number by the normal gravity value computed on the
 DU1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1300.degrees latitude (g = 980.6199 gals.).
 DU1300
 DU1300.The modeled gravity was interpolated from observed gravity values.
 DU1300
 DU1300;                    North         East    Units  Estimated Accuracy
 DU1300;SPC AZ C     -   294,570.      281,530.      MT  (+/- 180 meters Scaled)
 DU1300
 DU1300                          SUPERSEDED SURVEY CONTROL
 DU1300
 DU1300.No superseded survey control is available for this station.
 DU1300
 DU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC831238(NAD 83)
 DU1300_MARKER: DB = BENCH MARK DISK
 DU1300_SETTING: 66 = SET IN ROCK OUTCROP
 DU1300_SP_SET: ROCK OUTCROP
 DU1300_STAMPING: A 473 1980
 DU1300_MARK LOGO: NGS   
 DU1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1300+STABILITY: POSITION/ELEVATION WELL
 DU1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1300+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU1300
 DU1300  HISTORY     - Date     Condition        Report By
 DU1300  HISTORY     - 1980     MONUMENTED       NGS
 DU1300  HISTORY     - 20040403 GOOD             USPSQD
 DU1300  HISTORY     - 20071122 GOOD             GEOCAC
 DU1300
 DU1300                          STATION DESCRIPTION
 DU1300
 DU1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1300'4.0 KM (2.5 MI) SW FROM ROOSEVELT.
 DU1300'4.0 KM (2.5 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU1300'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.1 KM (0.05 MI)
 DU1300'NORTH OF HIGHWAY MILEPOST 239, ON THE OUTSIDE OF A HIGHWAY CURVE,
 DU1300'IN TOP OF BEDROCK IN A SMALL RAVINE, 41.8 METERS (137 FT) EAST OF THE
 DU1300'CENTERLINE OF THE HIGHWAY, 35.7 METERS (117 FT) EAST OF THE TOP CENTER
 DU1300'OF THE EAST END OF A 60-CM (24-INCH) STEEL PIPE CULVERT WITH A ROCK
 DU1300'HEADWALL UNDER THE HIGHWAY, 1.5 METERS (5.0 FT) WEST OF THE BASE OF
 DU1300'A 1.5 METER (5 FT) TALL FACE OF OUTCROP.
 DU1300'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 DU1300'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU1300
 DU1300                          STATION RECOVERY (2004)
 DU1300
 DU1300'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1300'RECOVERED AS DESCRIBED
 DU1300
 DU1300                          STATION RECOVERY (2007)
 DU1300
 DU1300'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1331 ***********************************************************************
 DU1331  DESIGNATION -  A 474
 DU1331  PID         -  DU1331
 DU1331  STATE/COUNTY-  AZ/MARICOPA
 DU1331  USGS QUAD   -  BUCKHORN (1982)
 DU1331
 DU1331                         *CURRENT SURVEY CONTROL
 DU1331  ___________________________________________________________________
 DU1331* NAD 83(1986)-  33 27 04.     (N)    111 41 04.     (W)     SCALED    
 DU1331* NAVD 88     -       463.142  (meters)    1519.49   (feet)  ADJUSTED  
 DU1331  ___________________________________________________________________
 DU1331  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU1331  DYNAMIC HT  -         462.591 (meters)    1517.68  (feet)  COMP
 DU1331  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 DU1331  OBS GRAVITY -     979,431.1   (mgal)                       GRAV_OBS
 DU1331
 DU1331  VERT ORDER  -  FIRST     CLASS II
 DU1331
 DU1331.The horizontal coordinates were scaled from a topographic map and have
 DU1331.an estimated accuracy of +/- 6 seconds.
 DU1331
 DU1331.The orthometric height was determined by differential leveling
 DU1331.and adjusted in November 1993.
 DU1331
 DU1331.The geoid height was determined by GEOID03.
 DU1331
 DU1331.The dynamic height is computed by dividing the NAVD 88
 DU1331.geopotential number by the normal gravity value computed on the
 DU1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1331.degrees latitude (g = 980.6199 gals.).
 DU1331
 DU1331.The modeled gravity was interpolated from observed gravity values.
 DU1331.The observed gravity was obtained from relative gravimeter ties
 DU1331.to the IGSN71 gravity network.
 DU1331
 DU1331;                    North         East    Units  Estimated Accuracy
 DU1331;SPC AZ C     -   271,800.      234,950.      MT  (+/- 180 meters Scaled)
 DU1331
 DU1331                          SUPERSEDED SURVEY CONTROL
 DU1331
 DU1331  NAVD 88 (06/15/91)  463.151  (m)         1519.52   (f) UNKNOWN     1 2
 DU1331
 DU1331.Superseded values are not recommended for survey control.
 DU1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1331.See file dsdata.txt to determine how the superseded data were derived.
 DU1331
 DU1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC363015(NAD 83)
 DU1331_MARKER: I = METAL ROD
 DU1331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1331+WITH SETTING: INFORMATION.
 DU1331_SP_SET: METAL ROD DRIVEN INTO GROUND
 DU1331_STAMPING: A 474 1981
 DU1331_MARK LOGO: NGS   
 DU1331_PROJECTION: FLUSH
 DU1331_MAGNETIC: I = MARKER IS A STEEL ROD
 DU1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1331+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 DU1331_ROD/PIPE-DEPTH: 1    meters
 DU1331
 DU1331  HISTORY     - Date     Condition        Report By
 DU1331  HISTORY     - 1981     MONUMENTED       NGS
 DU1331  HISTORY     - 19920120 GOOD             NGS
 DU1331  HISTORY     - 20061227 GOOD             GEOCAC
 DU1331
 DU1331                          STATION DESCRIPTION
 DU1331
 DU1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1331'5.6 KM (3.5 MI) NE FROM BUCKHORN.
 DU1331'THE MARK IS 0.7 M BELOW BUSH HIGHWAY.
 DU1331'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1331'FROM THE POST OFFICE AT BUCKHORN, THENCE 4.0 KILOMETERS (2.5 MILES)
 DU1331'NORTH ALONG THE BUSH HIGHWAY, AT THE SOUTHWEST CORNER OF
 DU1331'THE INTERSECTION OF MCKELLIPS ROAD, 32.0 METERS (105.0 FEET) WEST OF
 DU1331'THE CENTERLINE OF BUSH HIGHWAY, 62.6 METERS (205.5 FEET) SOUTH OF THE
 DU1331'CENTERLINE OF MCKELLIPS ROAD, 49.4 METERS (162.0 FEET) EAST OF THE
 DU1331'SOUTHEAST CORNER OF A 100 X 150 FT. BUILDING HOUSING A GROCERY STORE,
 DU1331'AND 5.7 METERS (18.7 FEET) SOUTHWEST OF THE WEST LEG OF A 10 X 20 FT.
 DU1331'BULLBOARD SIGN.  NOTE MARK WAS DRIVEN TO REFUSAL AT A DEPTH OF 1 METER
 DU1331'(3.5 FEET).
 DU1331'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DU1331
 DU1331                          STATION RECOVERY (1992)
 DU1331
 DU1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1331'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1331'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU1331'3.9 KM (2.40 MI) NORTHERLY ALONG NORTH POWERS ROAD, A METAL ROD
 DU1331'DRIVEN 1.0 METER (3.3 FEET) AND FLUSH WITH THE GROUND, 62.7 M (205.7
 DU1331'FT) SOUTH OF THE CENTERLINE OF KELLIPS ROAD, 49.5 M (162.4 FT) EAST
 DU1331'OF THE SOUTHEAST CORNER OF SUN RANCH FOOD STORE, 31.8 M (104.3 FT)
 DU1331'WEST OF THE ROAD CENTERLINE, 5.7 M (18.7 FT) SOUTHWEST OF THE WEST
 DU1331'LEG OF A BILLBOARD, 1.6 M (5.2 FT) EAST OF A UTILITY POLE WITH 2 GUY
 DU1331'CABLES, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 DU1331'BELOW THE LEVEL OF THE ROADS.
 DU1331
 DU1331                          STATION RECOVERY (2006)
 DU1331
 DU1331'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1264 ***********************************************************************
 DV1264  DESIGNATION -  A 475
 DV1264  PID         -  DV1264
 DV1264  STATE/COUNTY-  AZ/MARICOPA
 DV1264  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1264
 DV1264                         *CURRENT SURVEY CONTROL
 DV1264  ___________________________________________________________________
 DV1264* NAD 83(1986)-  33 40 09.     (N)    112 09 51.     (W)     SCALED    
 DV1264* NAVD 88     -       400.386  (meters)    1313.60   (feet)  ADJUSTED  
 DV1264  ___________________________________________________________________
 DV1264  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1264  DYNAMIC HT  -         399.921 (meters)    1312.07  (feet)  COMP
 DV1264  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 DV1264
 DV1264  VERT ORDER  -  FIRST     CLASS II
 DV1264
 DV1264.The horizontal coordinates were scaled from a topographic map and have
 DV1264.an estimated accuracy of +/- 6 seconds.
 DV1264
 DV1264.The orthometric height was determined by differential leveling
 DV1264.and adjusted in June 1991.
 DV1264
 DV1264.The geoid height was determined by GEOID03.
 DV1264
 DV1264.The dynamic height is computed by dividing the NAVD 88
 DV1264.geopotential number by the normal gravity value computed on the
 DV1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1264.degrees latitude (g = 980.6199 gals.).
 DV1264
 DV1264.The modeled gravity was interpolated from observed gravity values.
 DV1264
 DV1264;                    North         East    Units  Estimated Accuracy
 DV1264;SPC AZ C     -   295,990.      190,410.      MT  (+/- 180 meters Scaled)
 DV1264
 DV1264                          SUPERSEDED SURVEY CONTROL
 DV1264
 DV1264.No superseded survey control is available for this station.
 DV1264
 DV1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC920260(NAD 83)
 DV1264_MARKER: I = METAL ROD
 DV1264_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV1264+WITH SETTING: INFORMATION.
 DV1264_STAMPING: A 475 1981
 DV1264_MARK LOGO: NGS   
 DV1264_PROJECTION: FLUSH
 DV1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1264_ROD/PIPE-DEPTH: 2.4  meters
 DV1264
 DV1264  HISTORY     - Date     Condition        Report By
 DV1264  HISTORY     - 1981     MONUMENTED       NGS
 DV1264  HISTORY     - 1984     GOOD             AZDT
 DV1264
 DV1264                          STATION DESCRIPTION
 DV1264
 DV1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1264'26.1 KM (16.2 MI) NW FROM PHOENIX.
 DV1264'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1264'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 4.7 KM (2.9 MI) WEST
 DV1264'ALONG BEARDSLEY ROAD, AT A BRICK ENTRANCE TO THE MARICOPA COUNTY
 DV1264'PROPERTY AND A 50 FOOT TALL WIND MILL, 0.25 KM (0.15 MI) WEST OF A
 DV1264'PAVED ROAD LEADING NORTH, 17.2 METERS (56.5 FT) NORTH OF THE
 DV1264'CENTERLINE OF THE ROAD, 3.3 METERS (10.8 FT) EAST OF THE WEST EDGE
 DV1264'OF THE BRICK PILLAR WHICH IS ON THE EDGE OF THE ENTRANCE ROAD, 4.0
 DV1264'METERS (13.0 FT) NORTH OF THE SOUTH END OF THE NORTH-SOUTH BRICK WALL,
 DV1264'0.5 METER (1.5 FT) WEST OF THE NORTH-SOUTH BRICK WALL, THE ROD WAS
 DV1264'DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.
 DV1264'THE MARK IS 0.3 M BELOW BEARDSLEY ROAD.
 DV1264
 DV1264                          STATION RECOVERY (1984)
 DV1264
 DV1264'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1238 ***********************************************************************
 DV1238  HT_MOD      -  This is a Height Modernization Survey Station.
 DV1238  DESIGNATION -  A 476
 DV1238  PID         -  DV1238
 DV1238  STATE/COUNTY-  AZ/MARICOPA
 DV1238  USGS QUAD   -  COTTON CENTER NW (1973)
 DV1238
 DV1238                         *CURRENT SURVEY CONTROL
 DV1238  ___________________________________________________________________
 DV1238* NAD 83(2007)-  33 11 06.79741(N)    112 42 11.78953(W)     ADJUSTED  
 DV1238* NAVD 88     -       228.96   (meters)     751.2    (feet)  GPS OBS   
 DV1238  ___________________________________________________________________
 DV1238  EPOCH DATE  -        2007.00
 DV1238  X           -  -2,062,341.531 (meters)                     COMP
 DV1238  Y           -  -4,929,394.701 (meters)                     COMP
 DV1238  Z           -   3,471,276.940 (meters)                     COMP
 DV1238  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DV1238  ELLIP HEIGHT-         197.823 (meters)          (09/24/08) ADJUSTED
 DV1238  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1238  HORZ ORDER  -  A
 DV1238  ELLP ORDER  -  SECOND    CLASS I
 DV1238
 DV1238.The horizontal coordinates were established by GPS observations
 DV1238.and adjusted by the National Geodetic Survey in September 2008.
 DV1238
 DV1238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1238.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1238.The horizontal coordinates are valid at the epoch date displayed above.
 DV1238.The epoch date for horizontal control is a decimal equivalence
 DV1238.of Year/Month/Day.
 DV1238
 DV1238.The orthometric height was determined by GPS observations and a
 DV1238.high-resolution geoid model.
 DV1238.The orthometric height was determined by GPS observations and a
 DV1238.high-resolution geoid model using precise GPS observation and
 DV1238.processing techniques. It supersedes the leveled height previously
 DV1238.determined for this station.
 DV1238
 DV1238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1238
 DV1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1238
 DV1238.The ellipsoidal height was determined by GPS observations
 DV1238.and is referenced to NAD 83.
 DV1238
 DV1238.The geoid height was determined by GEOID03.
 DV1238
 DV1238;                    North         East     Units Scale Factor Converg.
 DV1238;SPC AZ C     -   242,567.290   140,009.321   MT  0.99996632   -0 25 50.0
 DV1238;SPC AZ C     -   795,824.44    459,348.17   iFT  0.99996632   -0 25 50.0
 DV1238;UTM  12      - 3,673,113.014   341,210.999   MT  0.99991088   -0 55 56.9
 DV1238
 DV1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1238!SPC AZ C     -   0.99996894  x   0.99996632  =   0.99993526
 DV1238!UTM  12      -   0.99996894  x   0.99991088  =   0.99987983
 DV1238
 DV1238                          SUPERSEDED SURVEY CONTROL
 DV1238
 DV1238  NAVD 88 (06/15/91)  228.997  (m)          751.30   (f) ADJUSTED    1 2
 DV1238
 DV1238.Superseded values are not recommended for survey control.
 DV1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1238.See file dsdata.txt to determine how the superseded data were derived.
 DV1238
 DV1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4121173113(NAD 83)
 DV1238_MARKER: DV = VERTICAL CONTROL DISK
 DV1238_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1238_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1238_STAMPING: A 476 1981
 DV1238_MARK LOGO: NGS   
 DV1238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1238+STABILITY: POSITION/ELEVATION WELL
 DV1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1238+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1238
 DV1238  HISTORY     - Date     Condition        Report By
 DV1238  HISTORY     - 1981     MONUMENTED       NGS
 DV1238  HISTORY     - 20060116 GOOD             NGS
 DV1238  HISTORY     - 20060128 GOOD             USPSQD
 DV1238  HISTORY     - 20060129 GOOD             USPSQD
 DV1238  HISTORY     - 20070413 GOOD             GEOCAC
 DV1238
 DV1238                          STATION DESCRIPTION
 DV1238
 DV1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1238'21.3 KM (13.25 MI) SW FROM ARLINGTON.
 DV1238'21.3 KM (13.25 MI) SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD
 DV1238'FROM THE POST OFFICE AT ARLINGTON, AT DEEP WATER WELL IRRIGATION
 DV1238'PUMP 77-2, IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE PAD WHICH
 DV1238'IS ATTACHED TO THE WELL CASING, 25.9 METERS (85 FT) SOUTH OF THE Y
 DV1238'JUNCTION OF PATTERSON ROAD, 21.6 METERS (71 FT) SOUTHWEST OF THE
 DV1238'CENTERLINE OF THE ROAD, 11 METERS (36 FT) SOUTHEAST OF THE EXTENDED
 DV1238'CENTERLINE OF PATTERSON ROAD, 0.7 METER (2.3 FT) NORTHEAST OF THE
 DV1238'CENTER OF THE PUMP, 0.5 METER (1.6 FT) SOUTH OF THE NORTH EDGE OF
 DV1238'THE PAD, 0.5 METER (1.6 FT) WEST OF THE EAST EDGE OF THE PAD.
 DV1238'THE MARK IS 0.4 M ABOVE THE ROAD.
 DV1238
 DV1238                          STATION RECOVERY (2006)
 DV1238
 DV1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DV1238'RECOVERED AS DESCRIBED.
 DV1238
 DV1238                          STATION RECOVERY (2006)
 DV1238
 DV1238'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1238'RECOVERED AS DESCRIBED.
 DV1238
 DV1238                          STATION RECOVERY (2006)
 DV1238
 DV1238'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1238'RECOVERED AS DESCRIBED.
 DV1238
 DV1238                          STATION RECOVERY (2007)
 DV1238
 DV1238'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1362 ***********************************************************************
 DV1362  DESIGNATION -  A 477
 DV1362  PID         -  DV1362
 DV1362  STATE/COUNTY-  AZ/MARICOPA
 DV1362  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1362
 DV1362                         *CURRENT SURVEY CONTROL
 DV1362  ___________________________________________________________________
 DV1362* NAD 83(1986)-  33 36 29.     (N)    113 18 06.     (W)     SCALED    
 DV1362* NAVD 88     -       442.107  (meters)    1450.48   (feet)  ADJUSTED  
 DV1362  ___________________________________________________________________
 DV1362  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1362  DYNAMIC HT  -         441.584 (meters)    1448.76  (feet)  COMP
 DV1362  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 DV1362
 DV1362  VERT ORDER  -  FIRST     CLASS II
 DV1362
 DV1362.The horizontal coordinates were scaled from a topographic map and have
 DV1362.an estimated accuracy of +/- 6 seconds.
 DV1362
 DV1362.The orthometric height was determined by differential leveling
 DV1362.and adjusted in June 1991.
 DV1362
 DV1362.The geoid height was determined by GEOID03.
 DV1362
 DV1362.The dynamic height is computed by dividing the NAVD 88
 DV1362.geopotential number by the normal gravity value computed on the
 DV1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1362.degrees latitude (g = 980.6199 gals.).
 DV1362
 DV1362.The modeled gravity was interpolated from observed gravity values.
 DV1362
 DV1362;                    North         East    Units  Estimated Accuracy
 DV1362;SPC AZ C     -   290,040.       84,830.      MT  (+/- 180 meters Scaled)
 DV1362
 DV1362                          SUPERSEDED SURVEY CONTROL
 DV1362
 DV1362.No superseded survey control is available for this station.
 DV1362
 DV1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC864210(NAD 83)
 DV1362_MARKER: I = METAL ROD
 DV1362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1362_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1362_STAMPING: A 477 1981
 DV1362_MARK LOGO: NGS   
 DV1362_PROJECTION: FLUSH
 DV1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1362+STABILITY: POSITION/ELEVATION WELL
 DV1362_ROD/PIPE-DEPTH: 12.2 meters
 DV1362_SLEEVE-DEPTH  : 9.1 meters
 DV1362
 DV1362  HISTORY     - Date     Condition        Report By
 DV1362  HISTORY     - 1981     MONUMENTED       NGS
 DV1362  HISTORY     - 20020807 MARK NOT FOUND   MCDOT
 DV1362
 DV1362                          STATION DESCRIPTION
 DV1362
 DV1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1362'37.8 KM (23.5 MI) NW FROM TONOPAH.
 DV1362'11.0 KM (6.58 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1362'AT TONOPAH, THENCE 26.8 KM (16.65 MI) NORTHWEST ALONG SALOME ROAD,
 DV1362'102.2 METERS (335 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 DV1362'EAGLE ROAD, 10.4 METERS (34 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV1362'ROAD, 1.8 METERS (6.0 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY
 DV1362'SIGN READING AQUILA 27 MI HASSAYAMPA 38 MI.
 DV1362'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 DV1362'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1362
 DV1362                          STATION RECOVERY (2002)
 DV1362
 DV1362'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1362'WE BELIEVE IT WAS DESTROYED DUE TO ROAD WORK.
 DV1362' 
 DV1362' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1389 ***********************************************************************
 DV1389  DESIGNATION -  A 478
 DV1389  PID         -  DV1389
 DV1389  STATE/COUNTY-  AZ/LA PAZ
 DV1389  USGS QUAD   -  HOPE (1990)
 DV1389
 DV1389                         *CURRENT SURVEY CONTROL
 DV1389  ___________________________________________________________________
 DV1389* NAD 83(1986)-  33 44 40.     (N)    113 40 23.     (W)     SCALED    
 DV1389* NAVD 88     -       561.460  (meters)    1842.06   (feet)  ADJUSTED  
 DV1389  ___________________________________________________________________
 DV1389  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV1389  DYNAMIC HT  -         560.805 (meters)    1839.91  (feet)  COMP
 DV1389  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV1389
 DV1389  VERT ORDER  -  FIRST     CLASS II
 DV1389
 DV1389.The horizontal coordinates were scaled from a topographic map and have
 DV1389.an estimated accuracy of +/- 6 seconds.
 DV1389
 DV1389.The orthometric height was determined by differential leveling
 DV1389.and adjusted in June 1991.
 DV1389
 DV1389.The geoid height was determined by GEOID03.
 DV1389
 DV1389.The dynamic height is computed by dividing the NAVD 88
 DV1389.geopotential number by the normal gravity value computed on the
 DV1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1389.degrees latitude (g = 980.6199 gals.).
 DV1389
 DV1389.The modeled gravity was interpolated from observed gravity values.
 DV1389
 DV1389;                    North         East    Units  Estimated Accuracy
 DV1389;SPC AZ W     -   304,320.      220,490.      MT  (+/- 180 meters Scaled)
 DV1389
 DV1389                          SUPERSEDED SURVEY CONTROL
 DV1389
 DV1389.No superseded survey control is available for this station.
 DV1389
 DV1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC523370(NAD 83)
 DV1389_MARKER: DB = BENCH MARK DISK
 DV1389_SETTING: 66 = SET IN ROCK OUTCROP
 DV1389_SP_SET: ROCK OUTCROP
 DV1389_STAMPING: A 478 1981
 DV1389_MARK LOGO: NGS   
 DV1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1389+STABILITY: POSITION/ELEVATION WELL
 DV1389
 DV1389  HISTORY     - Date     Condition        Report By
 DV1389  HISTORY     - 1981     MONUMENTED       NGS
 DV1389  HISTORY     - 1981     GOOD             NGS
 DV1389  HISTORY     - 1981     GOOD             NGS
 DV1389
 DV1389                          STATION DESCRIPTION
 DV1389
 DV1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1389'7.4 KM (4.6 MI) SW FROM SALOME.
 DV1389'7.4 KM (4.6 MI) SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1389'SALOME ROAD AT SALOME, IN TOP OF THE WEST SLOPE OF A GRANITE OUTCROP,
 DV1389'2.4 METERS (8 FT) SOUTHWEST OF THE SOUTHWEST FACE OF AND AT THE WEST
 DV1389'END OF A PREDOMINENT GRANITE RIDGE ON THE WEST SLOPE OF A GRANITE
 DV1389'MOUNTAIN, 0.3 KM (0.2 MI) NORTH-NORTHEAST OF A HIGHWAY GRANITE CUT,
 DV1389'0.2 KM (0.1 MI) NORTH-NORTHEAST OF HIGHWAY MILE POST 52, 62.5 METERS
 DV1389'(205 FT) EAST-SOUTHEAST OF AND ACROSS THE OLD HIGHWAY FROM THE
 DV1389'CENTERLINE OF THE HIGHWAY, 50.6 METERS (166 FT) SOUTH OF AN
 DV1389'UNDERGROUND CABLE WOODEN WITNESS POST 470, 48.2 METERS (158 FT)
 DV1389'NORTHEAST OF POWER LINE POLE 39-1, 30.8 METERS (101 FT) EAST-SOUTHEAST
 DV1389'OF THE RIGHT OF WAY FENCE, 15.5 METERS (51 FT) SOUTH OF THE CENTER
 DV1389'OF A RAVINE, 0.45 METER (1.6 FT) BELOW THE BASE OF THE WITNESS POST.
 DV1389'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 DV1389'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
 DV1389
 DV1389                          STATION RECOVERY (1981)
 DV1389
 DV1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1389'RECOVERED IN GOOD CONDITION.
 DV1389
 DV1389                          STATION RECOVERY (1981)
 DV1389
 DV1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1306 ***********************************************************************
 DW1306  DESIGNATION -  A 479
 DW1306  PID         -  DW1306
 DW1306  STATE/COUNTY-  AZ/LA PAZ
 DW1306  USGS QUAD   -  QUARTZSITE (1990)
 DW1306
 DW1306                         *CURRENT SURVEY CONTROL
 DW1306  ___________________________________________________________________
 DW1306* NAD 83(1986)-  33 39 53.     (N)    114 12 05.     (W)     SCALED    
 DW1306* NAVD 88     -       280.112  (meters)     919.00   (feet)  ADJUSTED  
 DW1306  ___________________________________________________________________
 DW1306  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DW1306  DYNAMIC HT  -         279.797 (meters)     917.97  (feet)  COMP
 DW1306  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 DW1306
 DW1306  VERT ORDER  -  FIRST     CLASS II
 DW1306
 DW1306.The horizontal coordinates were scaled from a topographic map and have
 DW1306.an estimated accuracy of +/- 6 seconds.
 DW1306
 DW1306.The orthometric height was determined by differential leveling
 DW1306.and adjusted in June 1991.
 DW1306
 DW1306.The geoid height was determined by GEOID03.
 DW1306
 DW1306.The dynamic height is computed by dividing the NAVD 88
 DW1306.geopotential number by the normal gravity value computed on the
 DW1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1306.degrees latitude (g = 980.6199 gals.).
 DW1306
 DW1306.The modeled gravity was interpolated from observed gravity values.
 DW1306
 DW1306;                    North         East    Units  Estimated Accuracy
 DW1306;SPC AZ W     -   295,570.      171,500.      MT  (+/- 180 meters Scaled)
 DW1306
 DW1306                          SUPERSEDED SURVEY CONTROL
 DW1306
 DW1306.No superseded survey control is available for this station.
 DW1306
 DW1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT594284(NAD 83)
 DW1306_MARKER: DB = BENCH MARK DISK
 DW1306_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1306_SP_SET: BRIDGE PIER
 DW1306_STAMPING: A 479 1981
 DW1306_MARK LOGO: NGS   
 DW1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1306
 DW1306  HISTORY     - Date     Condition        Report By
 DW1306  HISTORY     - 1981     MONUMENTED       NGS
 DW1306
 DW1306                          STATION DESCRIPTION
 DW1306
 DW1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1306'1.5 KM (0.95 MI) EAST FROM QUARTZSITE.
 DW1306'1.5 KM (0.95 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1306'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) WEST OF HIGHWAY
 DW1306'MILEPOST 20, SET VERTICALLY IN THE NORTH FACE OF THE CENTER PIER FOR
 DW1306'THE INTERSTATE 10 BUSINESS ROUTE OVERPASS, 16.3 METERS (53.5 FT) SOUTH
 DW1306'OF THE CENTERLINE OF THE WEST-BOUND LANES, 1.6 METERS (5.2 FT) ABOVE
 DW1306'THE GROUND, 1.7 METERS (5.6 FT) WEST OF THE EAST END OF THE PIER.
 DW1306'THE MARK IS 0.8 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0166 ***********************************************************************
 ER0166  DESIGNATION -  A 48
 ER0166  PID         -  ER0166
 ER0166  STATE/COUNTY-  AZ/APACHE
 ER0166  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0166
 ER0166                         *CURRENT SURVEY CONTROL
 ER0166  ___________________________________________________________________
 ER0166* NAD 83(1986)-  34 43 01.     (N)    109 15 43.     (W)     SCALED    
 ER0166* NAVD 88     -      1740.766  (meters)    5711.16   (feet)  ADJUSTED  
 ER0166  ___________________________________________________________________
 ER0166  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 ER0166  DYNAMIC HT  -        1738.293 (meters)    5703.05  (feet)  COMP
 ER0166  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 ER0166
 ER0166  VERT ORDER  -  SECOND    CLASS 0
 ER0166
 ER0166.The horizontal coordinates were scaled from a topographic map and have
 ER0166.an estimated accuracy of +/- 6 seconds.
 ER0166
 ER0166.The orthometric height was determined by differential leveling
 ER0166.and adjusted in June 1991.
 ER0166
 ER0166.The geoid height was determined by GEOID03.
 ER0166
 ER0166.The dynamic height is computed by dividing the NAVD 88
 ER0166.geopotential number by the normal gravity value computed on the
 ER0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0166.degrees latitude (g = 980.6199 gals.).
 ER0166
 ER0166.The modeled gravity was interpolated from observed gravity values.
 ER0166
 ER0166;                    North         East    Units  Estimated Accuracy
 ER0166;SPC AZ E     -   412,550.      296,230.      MT  (+/- 180 meters Scaled)
 ER0166
 ER0166                          SUPERSEDED SURVEY CONTROL
 ER0166
 ER0166  NGVD 29 (??/??/92) 1739.919  (m)         5708.38   (f) ADJ UNCH    2 0
 ER0166
 ER0166.Superseded values are not recommended for survey control.
 ER0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0166.See file dsdata.txt to determine how the superseded data were derived.
 ER0166
 ER0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD591430(NAD 83)
 ER0166_MARKER: DB = BENCH MARK DISK
 ER0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0166_STAMPING: A 48 1934
 ER0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0166+STABILITY: SURFACE MOTION
 ER0166
 ER0166  HISTORY     - Date     Condition        Report By
 ER0166  HISTORY     - 1934     MONUMENTED       CGS
 ER0166  HISTORY     - 1974     GOOD             USGS
 ER0166
 ER0166                          STATION DESCRIPTION
 ER0166
 ER0166'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0166'17.2 MI N FROM ST JOHNS.
 ER0166'17.2 MI. NORTH ALONG THE 1934 LOCATION OF STATE HIGHWAY 61 FROM THE
 ER0166'HIGH SCHOOL AT ST. JOHNS 16.4 MILES NORTH ALONG US HIGHWAY 666 FROM
 ER0166'THE P O IN ST. JOHNS, ON THE SOUTH BANK OF THE ZUNI RIVER.  ABOUT 155
 ER0166'FT. WEST OF THE CENTER LINE OF THE ROAD AND ABOUT 7 FT. LOWER, IN THE
 ER0166'WEST END OF THE OLD HEADWALL OF THE BRIDGE OVER THE ZUNI RIVER, A
 ER0166'STANDARD DISK STAMPED A 48 1934 SET IN SOLID CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1537 ***********************************************************************
 GR1537  DESIGNATION -  A 48
 GR1537  PID         -  GR1537
 GR1537  STATE/COUNTY-  AZ/MOHAVE
 GR1537  USGS QUAD   -  THE TEMPLE (1983)
 GR1537
 GR1537                         *CURRENT SURVEY CONTROL
 GR1537  ___________________________________________________________________
 GR1537* NAD 83(1992)-  36 00 16.73140(N)    114 15 34.86359(W)     ADJUSTED  
 GR1537* NAVD 88     -       588.7    (meters)    1931.     (feet)  VERTCON   
 GR1537  ___________________________________________________________________
 GR1537  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 GR1537  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR1537  HORZ ORDER  -  THIRD
 GR1537
 GR1537.The horizontal coordinates were established by classical geodetic methods
 GR1537.and adjusted by the National Geodetic Survey in August 1993.
 GR1537
 GR1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1537
 GR1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1537
 GR1537.The geoid height was determined by GEOID03.
 GR1537
 GR1537;                    North         East     Units Scale Factor Converg.
 GR1537;SPC AZ W     -   555,167.180   167,410.552   MT  0.99995934   -0 17 58.6
 GR1537;SPC AZ W     - 1,821,414.63    549,247.22   iFT  0.99995934   -0 17 58.6
 GR1537;SPC NV E     - 8,139,996.479   319,329.447   MT  1.00007540   +0 46 41.5
 GR1537;SPC NV E     -26,705,971.78  1,047,666.69   sFT  1.00007540   +0 46 41.5
 GR1537;UTM  11      - 3,987,937.644   746,992.976   MT  1.00035177   +1 36 42.2
 GR1537
 GR1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1537!SPC AZ W     -   0.99991196  x   0.99995934  =   0.99987131
 GR1537!SPC NV E     -   0.99991196  x   1.00007540  =   0.99998736
 GR1537!UTM  11      -   0.99991196  x   1.00035177  =   1.00026370
 GR1537
 GR1537:                Primary Azimuth Mark                     Grid Az
 GR1537:SPC AZ W     -  A 38                                     294 07 46.6
 GR1537:SPC NV E     -  A 38                                     293 03 06.5
 GR1537:UTM  11      -  A 38                                     292 13 05.8
 GR1537
 GR1537|---------------------------------------------------------------------|
 GR1537| PID    Reference Object                     Distance      Geod. Az  |
 GR1537|                                                           dddmmss.s |
 GR1537| GR1526 A 38                                APPROX. 3.2 KM 2934948.0 |
 GR1537|---------------------------------------------------------------------|
 GR1537
 GR1537                          SUPERSEDED SURVEY CONTROL
 GR1537
 GR1537  NAD 83(1986)-  36 00 16.72445(N)    114 15 34.85933(W) AD(       ) 3
 GR1537  NGVD 29 (06/27/88)  588.0    (m)         1929.     (f) VERT ANG    3  
 GR1537
 GR1537.Superseded values are not recommended for survey control.
 GR1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1537.See file dsdata.txt to determine how the superseded data were derived.
 GR1537
 GR1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4699387938(NAD 83)
 GR1537_MARKER: DS = TRIANGULATION STATION DISK
 GR1537_SETTING: 80 = SET IN A BOULDER
 GR1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1537+STABILITY: SURFACE MOTION
 GR1537
 GR1537  HISTORY     - Date     Condition        Report By
 GR1537  HISTORY     - 1948     MONUMENTED       USGS
 GR1537
 GR1537                          STATION DESCRIPTION
 GR1537
 GR1537'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1537'LOCATED ABOUT 3 MI S. OF THE TEMPLE.  IN VIRGIN CANYON, AT
 GR1537'SOUTHWEST END OF PROMINENT, SHALEY, ISOLATED TOP, ABOUT 800 FT.
 GR1537'ABOVE HIGH WATER MARK.
 GR1537'
 GR1537'TO REACH NOT GIVEN.
 GR1537'
 GR1537'STATION MARK--STANDARD TABLET STAMPED---A48 1948---, CEMENTED IN
 GR1537'TOP OF BOULDER IN PLACE.
 GR1537'
 GR1537'RMS--NONE SET.
 GR1537'
 GR1537'NOTE--FAIRCHILD STATION DESIGNATED AS F148, 2.63 FT. SE. OF
 GR1537'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1482 ***********************************************************************
 DV1482  DESIGNATION -  A 480
 DV1482  PID         -  DV1482
 DV1482  STATE/COUNTY-  AZ/LA PAZ
 DV1482  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1482
 DV1482                         *CURRENT SURVEY CONTROL
 DV1482  ___________________________________________________________________
 DV1482* NAD 83(1986)-  33 53 49.     (N)    113 32 41.     (W)     SCALED    
 DV1482* NAVD 88     -       648.255  (meters)    2126.82   (feet)  ADJUSTED  
 DV1482  ___________________________________________________________________
 DV1482  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1482  DYNAMIC HT  -         647.486 (meters)    2124.29  (feet)  COMP
 DV1482  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 DV1482
 DV1482  VERT ORDER  -  FIRST     CLASS II
 DV1482
 DV1482.The horizontal coordinates were scaled from a topographic map and have
 DV1482.an estimated accuracy of +/- 6 seconds.
 DV1482
 DV1482.The orthometric height was determined by differential leveling
 DV1482.and adjusted in June 1991.
 DV1482
 DV1482.The geoid height was determined by GEOID03.
 DV1482
 DV1482.The dynamic height is computed by dividing the NAVD 88
 DV1482.geopotential number by the normal gravity value computed on the
 DV1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1482.degrees latitude (g = 980.6199 gals.).
 DV1482
 DV1482.The modeled gravity was interpolated from observed gravity values.
 DV1482
 DV1482;                    North         East    Units  Estimated Accuracy
 DV1482;SPC AZ W     -   321,250.      232,350.      MT  (+/- 180 meters Scaled)
 DV1482
 DV1482                          SUPERSEDED SURVEY CONTROL
 DV1482
 DV1482.No superseded survey control is available for this station.
 DV1482
 DV1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC646536(NAD 83)
 DV1482_MARKER: I = METAL ROD
 DV1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1482_SP_SET: STAINLESS STEEL ROD
 DV1482_STAMPING: A 480 1981
 DV1482_MARK LOGO: NGS   
 DV1482_PROJECTION: FLUSH
 DV1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1482+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1482_ROD/PIPE-DEPTH: 6.7  meters
 DV1482
 DV1482  HISTORY     - Date     Condition        Report By
 DV1482  HISTORY     - 1981     MONUMENTED       NGS
 DV1482  HISTORY     - 19990306 GOOD             USPSQD
 DV1482  HISTORY     - 20070210 GOOD             USPSQD
 DV1482
 DV1482                          STATION DESCRIPTION
 DV1482
 DV1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1482'8.5 KM (5.35 MI) NORTH FROM WENDEN.
 DV1482'8.5 KM (5.35 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1482'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.2 KM (0.1 MI) SOUTH OF A DIP
 DV1482'IN THE ROAD AT A DRY WASH, 18.8 METERS (61.5 FT) EAST OF THE
 DV1482'CENTERLINE OF THE ROAD, 7.4 METERS (24.3 FT) SOUTH OF A LARGE OCOTILLO
 DV1482'CACTUS.
 DV1482'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 DV1482'THE MARK IS 0.7 M BELOW THE ROAD.
 DV1482
 DV1482                          STATION RECOVERY (1999)
 DV1482
 DV1482'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1482'RECOVERED IN GOOD CONDITION.
 DV1482
 DV1482                          STATION RECOVERY (2007)
 DV1482
 DV1482'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1482'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0778 ***********************************************************************
 ET0778  DESIGNATION -  A 481
 ET0778  PID         -  ET0778
 ET0778  STATE/COUNTY-  AZ/MOHAVE
 ET0778  USGS QUAD   -  ALAMO DAM (1990)
 ET0778
 ET0778                         *CURRENT SURVEY CONTROL
 ET0778  ___________________________________________________________________
 ET0778* NAD 83(1986)-  34 14 09.     (N)    113 36 17.     (W)     SCALED    
 ET0778* NAVD 88     -       390.629  (meters)    1281.59   (feet)  ADJUSTED  
 ET0778  ___________________________________________________________________
 ET0778  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0778  DYNAMIC HT  -         390.196 (meters)    1280.17  (feet)  COMP
 ET0778  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 ET0778
 ET0778  VERT ORDER  -  FIRST     CLASS II
 ET0778
 ET0778.The horizontal coordinates were scaled from a topographic map and have
 ET0778.an estimated accuracy of +/- 6 seconds.
 ET0778
 ET0778.The orthometric height was determined by differential leveling
 ET0778.and adjusted in June 1991.
 ET0778
 ET0778.The geoid height was determined by GEOID03.
 ET0778
 ET0778.The dynamic height is computed by dividing the NAVD 88
 ET0778.geopotential number by the normal gravity value computed on the
 ET0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0778.degrees latitude (g = 980.6199 gals.).
 ET0778
 ET0778.The modeled gravity was interpolated from observed gravity values.
 ET0778
 ET0778;                    North         East    Units  Estimated Accuracy
 ET0778;SPC AZ W     -   358,830.      226,740.      MT  (+/- 180 meters Scaled)
 ET0778
 ET0778                          SUPERSEDED SURVEY CONTROL
 ET0778
 ET0778.No superseded survey control is available for this station.
 ET0778
 ET0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC600913(NAD 83)
 ET0778_MARKER: DB = BENCH MARK DISK
 ET0778_SETTING: 66 = SET IN ROCK OUTCROP
 ET0778_SP_SET: ROCK OUTCROP
 ET0778_STAMPING: A 481 1981
 ET0778_MARK LOGO: NGS   
 ET0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0778+STABILITY: POSITION/ELEVATION WELL
 ET0778
 ET0778  HISTORY     - Date     Condition        Report By
 ET0778  HISTORY     - 1981     MONUMENTED       NGS
 ET0778
 ET0778                          STATION DESCRIPTION
 ET0778
 ET0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0778'1.25 KM (0.8 MI) NORTH FROM ALAMO LAKE.
 ET0778'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0778'THE SOUTHEAST END OF THE DAM, THENCE 0.25 KM (0.15 MI) NORTH ALONG A
 ET0778'JEEP TRAIL THROUGH A GATE IN A BARBED WIRE FENCE, AT THE NORTH END OF
 ET0778'A SMALL RIDGE BETWEEN TWO HIGHER RIDGES, SET IN THE SOUTHWEST BASE OF
 ET0778'THE NORTHEAST END OF A 36 X 23 FOOT ROCK OUTCROP PROJECTING 10 FT, 7.5
 ET0778'METERS (24.6 FT) NORTHEAST OF THE CENTERLINE OF THE JEEP TRAIL, 9.5
 ET0778'METERS (31.0 FT) SOUTHEAST OF THE CENTERLINE OF A DRY WASH, 6.1 METERS
 ET0778'(20.0 FT) NORTHWEST OF THE HIGHEST POINT OF THE OUTCROP, 0.9 METERS
 ET0778'(3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP.
 ET0778'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 ET0778'THE MARK IS 2.4 M BELOW THE TOP OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0801 ***********************************************************************
 ET0801  DESIGNATION -  A 482
 ET0801  PID         -  ET0801
 ET0801  STATE/COUNTY-  AZ/MOHAVE
 ET0801  USGS QUAD   -  SIGNAL (1990)
 ET0801
 ET0801                         *CURRENT SURVEY CONTROL
 ET0801  ___________________________________________________________________
 ET0801* NAD 83(1986)-  34 24 14.     (N)    113 44 30.     (W)     SCALED    
 ET0801* NAVD 88     -       756.174  (meters)    2480.88   (feet)  ADJUSTED  
 ET0801  ___________________________________________________________________
 ET0801  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 ET0801  DYNAMIC HT  -         755.291 (meters)    2477.98  (feet)  COMP
 ET0801  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 ET0801
 ET0801  VERT ORDER  -  FIRST     CLASS II
 ET0801
 ET0801.The horizontal coordinates were scaled from a topographic map and have
 ET0801.an estimated accuracy of +/- 6 seconds.
 ET0801
 ET0801.The orthometric height was determined by differential leveling
 ET0801.and adjusted in June 1991.
 ET0801
 ET0801.The geoid height was determined by GEOID03.
 ET0801
 ET0801.The dynamic height is computed by dividing the NAVD 88
 ET0801.geopotential number by the normal gravity value computed on the
 ET0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0801.degrees latitude (g = 980.6199 gals.).
 ET0801
 ET0801.The modeled gravity was interpolated from observed gravity values.
 ET0801
 ET0801;                    North         East    Units  Estimated Accuracy
 ET0801;SPC AZ W     -   377,460.      214,130.      MT  (+/- 180 meters Scaled)
 ET0801
 ET0801                          SUPERSEDED SURVEY CONTROL
 ET0801
 ET0801.No superseded survey control is available for this station.
 ET0801
 ET0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD479103(NAD 83)
 ET0801_MARKER: DB = BENCH MARK DISK
 ET0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0801_SP_SET: STAINLESS STEEL ROD
 ET0801_STAMPING: A 482 1981
 ET0801_MARK LOGO: NGS   
 ET0801_PROJECTION: FLUSH
 ET0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0801_ROD/PIPE-DEPTH: 0.75 meters
 ET0801
 ET0801  HISTORY     - Date     Condition        Report By
 ET0801  HISTORY     - 1981     MONUMENTED       NGS
 ET0801
 ET0801                          STATION DESCRIPTION
 ET0801
 ET0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0801'70.7 KM (43.9 MI) SE FROM YUCCA.
 ET0801'70.7 KM (43.9 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0801'INTERSTATE HIGHWAY 40 IN YUCCA, 1.0 KM (0.65 MI) SOUTH OF A HIGH
 ET0801'TENSION POWER LINE CROSSING, SET ON TOP OF A LOW, SHORT RIDGE, 12.6
 ET0801'METERS (41.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.3 METERS
 ET0801'(7.5 FT) NORTHEAST OF A LONE, ARMLESS 12-FOOT SAGUARO CACTUS, NOTE-THE
 ET0801'MARK IS A 2.5 FOOT ROD DRIVEN TO REFUSAL INTO DECOMPOSED GRANITE,
 ET0801'SPOTS OF FRACTURED OUTCROP ARE VISIBLE AND THE MARK IS BELIEVED
 ET0801'EMBEDDED IN THE GRANTIE.
 ET0801'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 ET0801'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0909 ***********************************************************************
 FS0909  DESIGNATION -  A 484
 FS0909  PID         -  FS0909
 FS0909  STATE/COUNTY-  AZ/MOHAVE
 FS0909  USGS QUAD   -  KINGMAN (1980)
 FS0909
 FS0909                         *CURRENT SURVEY CONTROL
 FS0909  ___________________________________________________________________
 FS0909* NAD 83(1986)-  35 11 21.     (N)    114 03 42.     (W)     SCALED    
 FS0909* NAVD 88     -      1013.725  (meters)    3325.86   (feet)  ADJUSTED  
 FS0909  ___________________________________________________________________
 FS0909  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0909  DYNAMIC HT  -        1012.534 (meters)    3321.96  (feet)  COMP
 FS0909  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 FS0909
 FS0909  VERT ORDER  -  FIRST     CLASS II
 FS0909
 FS0909.The horizontal coordinates were scaled from a topographic map and have
 FS0909.an estimated accuracy of +/- 6 seconds.
 FS0909
 FS0909.The orthometric height was determined by differential leveling
 FS0909.and adjusted in June 1991.
 FS0909
 FS0909.The geoid height was determined by GEOID03.
 FS0909
 FS0909.The dynamic height is computed by dividing the NAVD 88
 FS0909.geopotential number by the normal gravity value computed on the
 FS0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0909.degrees latitude (g = 980.6199 gals.).
 FS0909
 FS0909.The modeled gravity was interpolated from observed gravity values.
 FS0909
 FS0909;                    North         East    Units  Estimated Accuracy
 FS0909;SPC AZ W     -   464,620.      184,980.      MT  (+/- 180 meters Scaled)
 FS0909
 FS0909                          SUPERSEDED SURVEY CONTROL
 FS0909
 FS0909.No superseded survey control is available for this station.
 FS0909
 FS0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU675979(NAD 83)
 FS0909_MARKER: DB = BENCH MARK DISK
 FS0909_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 FS0909_SP_SET: BRIDGE GUARDRAIL
 FS0909_STAMPING: A 484 1981
 FS0909_MARK LOGO: NGS   
 FS0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0909+STABILITY: POSITION/ELEVATION WELL
 FS0909
 FS0909  HISTORY     - Date     Condition        Report By
 FS0909  HISTORY     - UNK      MONUMENTED
 FS0909  HISTORY     - 1982     GOOD             NGS
 FS0909  HISTORY     - 1982     GOOD             NGS
 FS0909
 FS0909                          STATION DESCRIPTION
 FS0909
 FS0909'DESCRIBED UNK
 FS0909'1.0 KM (0.6 MI) WEST FROM KINGMAN.
 FS0909'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0909'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 FS0909'OLD US HIGHWAY 66, 0.8 KM (0.5 MI) WEST OF THE ATCHISON, TOPEKA AND
 FS0909'SANTA FE RAILROAD STATION, 0.2 KM (0.1 MI) SOUTH OF THE CHAMBER OF
 FS0909'COMMERCE, AT A BRIDGE OVER A DRY WASH WITH EXPOSED OUTCROP, IN TOP
 FS0909'OF THE SOUTHEAST GUARDRAIL, 1.7 METERS (5.5 FT) SOUTHWEST OF THE
 FS0909'NORTHEAST END, 6.4 METERS (21 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FS0909'OLD HIGHWAY AND ABOUT 2 FEET ABOVE THE PAVEMENT.
 FS0909'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0909
 FS0909                          STATION RECOVERY (1982)
 FS0909
 FS0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0909'RECOVERED IN GOOD CONDITION.
 FS0909
 FS0909                          STATION RECOVERY (1982)
 FS0909
 FS0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0776 ***********************************************************************
 EU0776  DESIGNATION -  A 485
 EU0776  PID         -  EU0776
 EU0776  STATE/COUNTY-  AZ/MOHAVE
 EU0776  USGS QUAD   -  FRANCONIA (1970)
 EU0776
 EU0776                         *CURRENT SURVEY CONTROL
 EU0776  ___________________________________________________________________
 EU0776* NAD 83(1986)-  34 44 05.     (N)    114 15 30.     (W)     SCALED    
 EU0776* NAVD 88     -       348.226  (meters)    1142.47   (feet)  ADJUSTED  
 EU0776  ___________________________________________________________________
 EU0776  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 EU0776  DYNAMIC HT  -         347.850 (meters)    1141.24  (feet)  COMP
 EU0776  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 EU0776
 EU0776  VERT ORDER  -  FIRST     CLASS II
 EU0776
 EU0776.The horizontal coordinates were scaled from a topographic map and have
 EU0776.an estimated accuracy of +/- 6 seconds.
 EU0776
 EU0776.The orthometric height was determined by differential leveling
 EU0776.and adjusted in June 1991.
 EU0776
 EU0776.The geoid height was determined by GEOID03.
 EU0776
 EU0776.The dynamic height is computed by dividing the NAVD 88
 EU0776.geopotential number by the normal gravity value computed on the
 EU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0776.degrees latitude (g = 980.6199 gals.).
 EU0776
 EU0776.The modeled gravity was interpolated from observed gravity values.
 EU0776
 EU0776;                    North         East    Units  Estimated Accuracy
 EU0776;SPC AZ W     -   414,280.      166,810.      MT  (+/- 180 meters Scaled)
 EU0776
 EU0776                          SUPERSEDED SURVEY CONTROL
 EU0776
 EU0776.No superseded survey control is available for this station.
 EU0776
 EU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU510470(NAD 83)
 EU0776_MARKER: DB = BENCH MARK DISK
 EU0776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0776_SP_SET: PIER
 EU0776_STAMPING: A 485 1981
 EU0776_MARK LOGO: NGS   
 EU0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0776
 EU0776  HISTORY     - Date     Condition        Report By
 EU0776  HISTORY     - 1981     MONUMENTED       NGS
 EU0776
 EU0776                          STATION DESCRIPTION
 EU0776
 EU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0776'19.4 KM (12.05 MI) SW FROM YUCCA.
 EU0776'19.4 KM (12.05 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE
 EU0776'ALAMO ROAD OVERPASS IN YUCCA, 21 KM (13.05 MI) NORTHEAST OF TOPOCK,
 EU0776'SET VERTICALLY IN THE EAST FACE OF THE NORTH ONE OF TWO CENTER PIERS
 EU0776'SUPPORTING THE FRANCONIA ROAD OVERPASS, 11.1 METERS (36.5 FT) SOUTH OF
 EU0776'THE CENTERLINE OF THE WEST BOUND LANES, 1.4 METERS (4.5 FT) ABOVE THE
 EU0776'GROUND.
 EU0776'THE MARK IS 0.6 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0917 ***********************************************************************
 FS0917  DESIGNATION -  A 486
 FS0917  PID         -  FS0917
 FS0917  STATE/COUNTY-  AZ/MOHAVE
 FS0917  USGS QUAD   -  KINGMAN (1980)
 FS0917
 FS0917                         *CURRENT SURVEY CONTROL
 FS0917  ___________________________________________________________________
 FS0917* NAD 83(1986)-  35 12 24.     (N)    114 05 41.     (W)     SCALED    
 FS0917* NAVD 88     -      1128.636  (meters)    3702.87   (feet)  ADJUSTED  
 FS0917  ___________________________________________________________________
 FS0917  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0917  DYNAMIC HT  -        1127.301 (meters)    3698.49  (feet)  COMP
 FS0917  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FS0917  OBS GRAVITY -     979,408.7   (mgal)                       GRAV_OBS
 FS0917
 FS0917  VERT ORDER  -  FIRST     CLASS II
 FS0917
 FS0917.The horizontal coordinates were scaled from a topographic map and have
 FS0917.an estimated accuracy of +/- 6 seconds.
 FS0917
 FS0917.The orthometric height was determined by differential leveling
 FS0917.and adjusted in June 1991.
 FS0917
 FS0917.The geoid height was determined by GEOID03.
 FS0917
 FS0917.The dynamic height is computed by dividing the NAVD 88
 FS0917.geopotential number by the normal gravity value computed on the
 FS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0917.degrees latitude (g = 980.6199 gals.).
 FS0917
 FS0917.The modeled gravity was interpolated from observed gravity values.
 FS0917.The observed gravity was obtained from relative gravimeter ties
 FS0917.to the IGSN71 gravity network.
 FS0917
 FS0917;                    North         East    Units  Estimated Accuracy
 FS0917;SPC AZ W     -   466,570.      181,970.      MT  (+/- 180 meters Scaled)
 FS0917
 FS0917                          SUPERSEDED SURVEY CONTROL
 FS0917
 FS0917.No superseded survey control is available for this station.
 FS0917
 FS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU644998(NAD 83)
 FS0917_MARKER: DB = BENCH MARK DISK
 FS0917_SETTING: 66 = SET IN ROCK OUTCROP
 FS0917_SP_SET: ROCK OUTCROP
 FS0917_STAMPING: A 486 1982
 FS0917_MARK LOGO: NGS   
 FS0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0917+STABILITY: POSITION/ELEVATION WELL
 FS0917
 FS0917  HISTORY     - Date     Condition        Report By
 FS0917  HISTORY     - 1982     MONUMENTED       NGS
 FS0917
 FS0917                          STATION DESCRIPTION
 FS0917
 FS0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0917'3.5 KM (2.2 MI) NW FROM KINGMAN.
 FS0917'3.5 KM (2.2 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0917'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF A FLAT PORTION OF MASSIVE
 FS0917'SANDSTONE OUTCROP AT THE BASE OF FOUR GUY WIRES FOR A POWER LINE POLE,
 FS0917'22.5 METERS (74 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.3
 FS0917'METERS (47 FT) NORTHWEST OF A POWER LINE POLE, 22.8 METERS (75 FT)
 FS0917'SOUTHWEST OF A WIRE FENCE, 40.5 METERS (133 FT) WEST OF THE CENTERLINE
 FS0917'OF THE OLD HIGHWAY AT THE CROSSING OF A FENCE LINE, ABOUT LEVEL WITH
 FS0917'THE OLD HIGHWAY.
 FS0917'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0701 ***********************************************************************
 FR0701  DESIGNATION -  A 487
 FR0701  PID         -  FR0701
 FR0701  STATE/COUNTY-  AZ/MOHAVE
 FR0701  USGS QUAD   -  VALENTINE (1980)
 FR0701
 FR0701                         *CURRENT SURVEY CONTROL
 FR0701  ___________________________________________________________________
 FR0701* NAD 83(1986)-  35 23 44.     (N)    113 39 19.     (W)     SCALED    
 FR0701* NAVD 88     -      1177.519  (meters)    3863.24   (feet)  ADJUSTED  
 FR0701  ___________________________________________________________________
 FR0701  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FR0701  DYNAMIC HT  -        1176.085 (meters)    3858.54  (feet)  COMP
 FR0701  MODELED GRAV-     979,375.6   (mgal)                       NAVD 88
 FR0701
 FR0701  VERT ORDER  -  FIRST     CLASS II
 FR0701
 FR0701.The horizontal coordinates were scaled from a topographic map and have
 FR0701.an estimated accuracy of +/- 6 seconds.
 FR0701
 FR0701.The orthometric height was determined by differential leveling
 FR0701.and adjusted in June 1991.
 FR0701
 FR0701.The geoid height was determined by GEOID03.
 FR0701
 FR0701.The dynamic height is computed by dividing the NAVD 88
 FR0701.geopotential number by the normal gravity value computed on the
 FR0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0701.degrees latitude (g = 980.6199 gals.).
 FR0701
 FR0701.The modeled gravity was interpolated from observed gravity values.
 FR0701
 FR0701;                    North         East    Units  Estimated Accuracy
 FR0701;SPC AZ W     -   487,480.      221,970.      MT  (+/- 180 meters Scaled)
 FR0701
 FR0701                          SUPERSEDED SURVEY CONTROL
 FR0701
 FR0701.No superseded survey control is available for this station.
 FR0701
 FR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE588201(NAD 83)
 FR0701_MARKER: DB = BENCH MARK DISK
 FR0701_SETTING: 66 = SET IN ROCK OUTCROP
 FR0701_SP_SET: ROCK OUTCROP
 FR0701_STAMPING: A 487 1982
 FR0701_MARK LOGO: NGS   
 FR0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0701+STABILITY: POSITION/ELEVATION WELL
 FR0701
 FR0701  HISTORY     - Date     Condition        Report By
 FR0701  HISTORY     - 1982     MONUMENTED       NGS
 FR0701
 FR0701                          STATION DESCRIPTION
 FR0701
 FR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0701'28.5 KM (17.7 MI) SW FROM PEACH SPRINGS.
 FR0701'28.5 KM (17.7 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0701'OFFICE AT PEACH SPRINGS, 0.9 KM (0.7 MILE) NORTHEAST OF THE OLD INDIAN
 FR0701'SCHOOL BUILDING AT VALENTINE, 0.16 KM (0.1 MILE) SOUTHWEST OF HIGHWAY
 FR0701'MILEPOST 86, 45.7 METERS (150.0 FEET) NORTHEAST OF THE NORTHEAST END
 FR0701'OF A HIGHWAY CUT, 23.4 METERS (77.0 FEET) NORTHWEST OF THE CENTERLINE
 FR0701'OF THE HIGHWAY, 7.6 METERS (25.0 FEET) SOUTHEAST OF A FENCE, IN TOP OF
 FR0701'A LOW FLAT LEDGE OF MASSIVE GRANITE OUTCROP.
 FR0701'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0701'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0728 ***********************************************************************
 FR0728  DESIGNATION -  A 488
 FR0728  PID         -  FR0728
 FR0728  STATE/COUNTY-  AZ/MOHAVE
 FR0728  USGS QUAD   -  NELSON (1967)
 FR0728
 FR0728                         *CURRENT SURVEY CONTROL
 FR0728  ___________________________________________________________________
 FR0728* NAD 83(1986)-  35 33 11.     (N)    113 21 48.     (W)     SCALED    
 FR0728* NAVD 88     -      1612.580  (meters)    5290.61   (feet)  ADJUSTED  
 FR0728  ___________________________________________________________________
 FR0728  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0728  DYNAMIC HT  -        1610.517 (meters)    5283.84  (feet)  COMP
 FR0728  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 FR0728
 FR0728  VERT ORDER  -  FIRST     CLASS II
 FR0728
 FR0728.The horizontal coordinates were scaled from a topographic map and have
 FR0728.an estimated accuracy of +/- 6 seconds.
 FR0728
 FR0728.The orthometric height was determined by differential leveling
 FR0728.and adjusted in June 1991.
 FR0728
 FR0728.The geoid height was determined by GEOID03.
 FR0728
 FR0728.The dynamic height is computed by dividing the NAVD 88
 FR0728.geopotential number by the normal gravity value computed on the
 FR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0728.degrees latitude (g = 980.6199 gals.).
 FR0728
 FR0728.The modeled gravity was interpolated from observed gravity values.
 FR0728
 FR0728;                    North         East    Units  Estimated Accuracy
 FR0728;SPC AZ W     -   505,010.      248,420.      MT  (+/- 180 meters Scaled)
 FR0728
 FR0728                          SUPERSEDED SURVEY CONTROL
 FR0728
 FR0728.No superseded survey control is available for this station.
 FR0728
 FR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE857369(NAD 83)
 FR0728_MARKER: DB = BENCH MARK DISK
 FR0728_SETTING: 66 = SET IN ROCK OUTCROP
 FR0728_SP_SET: ROCK OUTCROP
 FR0728_STAMPING: A 488 1982
 FR0728_MARK LOGO: NGS   
 FR0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0728+STABILITY: POSITION/ELEVATION WELL
 FR0728
 FR0728  HISTORY     - Date     Condition        Report By
 FR0728  HISTORY     - 1982     MONUMENTED       NGS
 FR0728
 FR0728                          STATION DESCRIPTION
 FR0728
 FR0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0728'9.3 KM (5.8 MI) EAST FROM PEACH SPRINGS.
 FR0728'9.3 KM (5.8 MI) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0728'PEACH SPRINGS, 0.7 KM (0.45 MI) WEST OF MILEPOST 108, 0.2 KM (0.1 MI)
 FR0728'WEST OF A CUT, AT THE WEST END OF A STEEL GUARD RAIL, IN TOP OF A
 FR0728'LIMESTONE OUTCROP PROJECTING 3-INCHES ABOVE THE GROUND, 22.8 METERS
 FR0728'(75 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 37.7 METERS (124 FT)
 FR0728'NORTHWEST OF THE WEST END OF THE GUARDRAIL, 9.1 METERS (30 FT) SOUTH O
 FR0728'FENCE.
 FR0728'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 FR0728'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0762 ***********************************************************************
 FR0762  DESIGNATION -  A 489
 FR0762  PID         -  FR0762
 FR0762  STATE/COUNTY-  AZ/YAVAPAI
 FR0762  USGS QUAD   -  ASH FORK (1979)
 FR0762
 FR0762                         *CURRENT SURVEY CONTROL
 FR0762  ___________________________________________________________________
 FR0762* NAD 83(1986)-  35 13 10.     (N)    112 29 29.     (W)     SCALED    
 FR0762* NAVD 88     -      1571.291  (meters)    5155.14   (feet)  ADJUSTED  
 FR0762  ___________________________________________________________________
 FR0762  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 FR0762  DYNAMIC HT  -        1569.221 (meters)    5148.35  (feet)  COMP
 FR0762  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 FR0762
 FR0762  VERT ORDER  -  FIRST     CLASS II
 FR0762
 FR0762.The horizontal coordinates were scaled from a topographic map and have
 FR0762.an estimated accuracy of +/- 6 seconds.
 FR0762
 FR0762.The orthometric height was determined by differential leveling
 FR0762.and adjusted in June 1991.
 FR0762
 FR0762.The geoid height was determined by GEOID03.
 FR0762
 FR0762.The dynamic height is computed by dividing the NAVD 88
 FR0762.geopotential number by the normal gravity value computed on the
 FR0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0762.degrees latitude (g = 980.6199 gals.).
 FR0762
 FR0762.The modeled gravity was interpolated from observed gravity values.
 FR0762
 FR0762;                    North         East    Units  Estimated Accuracy
 FR0762;SPC AZ C     -   468,070.      161,040.      MT  (+/- 180 meters Scaled)
 FR0762
 FR0762                          SUPERSEDED SURVEY CONTROL
 FR0762
 FR0762.No superseded survey control is available for this station.
 FR0762
 FR0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD642983(NAD 83)
 FR0762_MARKER: DB = BENCH MARK DISK
 FR0762_SETTING: 66 = SET IN ROCK OUTCROP
 FR0762_SP_SET: ROCK OUTCROP
 FR0762_STAMPING: A 489 1982
 FR0762_MARK LOGO: NGS   
 FR0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0762+STABILITY: POSITION/ELEVATION WELL
 FR0762
 FR0762  HISTORY     - Date     Condition        Report By
 FR0762  HISTORY     - 1982     MONUMENTED       NGS
 FR0762
 FR0762                          STATION DESCRIPTION
 FR0762
 FR0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0762'1.6 KM (1.0 MI) WEST FROM ASH FORK.
 FR0762'1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0762'US HIGHWAY 89 IN ASH FORK, IN TOP OF A MASSIVE VOLCANIC OUTCROP
 FR0762'PROJECTING 1 FOOT ABOVE THE GROUND, 0.3 KM (0.2 MI) EAST OF EXIT 144
 FR0762'UNDERPASS, AT A HIGHWAY SIGN READING ASH FORK BUS LOOP 40, 25 METERS
 FR0762'(83 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 91.4
 FR0762'METERS (300 FT) WEST OF THE EXTENDED CENTERLINE OF EIGHTH STREET, 13.4
 FR0762'METERS (44 FT) EAST OF THE EXTENDED CENTERLINE OF NINTH STREET, 6
 FR0762'METERS (20 FT) SOUTH OF A CHAIN LINK FENCE, 5 METERS (17 FT) NORTHEAST
 FR0762'OF AND ABOUT LEVEL WITH THE NORTH LEG OF THE SIGN.
 FR0762'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FR0762'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0040 ***********************************************************************
 GP0040  DESIGNATION -  A 49
 GP0040  PID         -  GP0040
 GP0040  STATE/COUNTY-  AZ/NAVAJO
 GP0040  USGS QUAD   -  MARSH PASS (1968)
 GP0040
 GP0040                         *CURRENT SURVEY CONTROL
 GP0040  ___________________________________________________________________
 GP0040* NAD 83(1986)-  36 37 55.     (N)    110 27 00.     (W)     SCALED    
 GP0040* NAVD 88     -      1906.496  (meters)    6254.90   (feet)  ADJUSTED  
 GP0040  ___________________________________________________________________
 GP0040  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GP0040  DYNAMIC HT  -        1904.133 (meters)    6247.14  (feet)  COMP
 GP0040  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 GP0040
 GP0040  VERT ORDER  -  FIRST     CLASS II
 GP0040
 GP0040.The horizontal coordinates were scaled from a topographic map and have
 GP0040.an estimated accuracy of +/- 6 seconds.
 GP0040
 GP0040.The orthometric height was determined by differential leveling
 GP0040.and adjusted in June 1991.
 GP0040
 GP0040.The geoid height was determined by GEOID03.
 GP0040
 GP0040.The dynamic height is computed by dividing the NAVD 88
 GP0040.geopotential number by the normal gravity value computed on the
 GP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0040.degrees latitude (g = 980.6199 gals.).
 GP0040
 GP0040.The modeled gravity was interpolated from observed gravity values.
 GP0040
 GP0040;                    North         East    Units  Estimated Accuracy
 GP0040;SPC AZ E     -   624,670.      188,020.      MT  (+/- 180 meters Scaled)
 GP0040
 GP0040                          SUPERSEDED SURVEY CONTROL
 GP0040
 GP0040  NGVD 29 (??/??/92) 1905.522  (m)         6251.70   (f) ADJ UNCH    1 2
 GP0040
 GP0040.Superseded values are not recommended for survey control.
 GP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0040.See file dsdata.txt to determine how the superseded data were derived.
 GP0040
 GP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF491541(NAD 83)
 GP0040_MARKER: DB = BENCH MARK DISK
 GP0040_SETTING: 80 = SET IN A BOULDER
 GP0040_SP_SET: BOULDER
 GP0040_STAMPING: A 49 1934
 GP0040_MARK LOGO: CGS   
 GP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0040+STABILITY: SURFACE MOTION
 GP0040
 GP0040  HISTORY     - Date     Condition        Report By
 GP0040  HISTORY     - 1934     MONUMENTED       CGS
 GP0040  HISTORY     - 1983     GOOD             NGS
 GP0040
 GP0040                          STATION DESCRIPTION
 GP0040
 GP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0040'13.6 MI SW FROM KAYENTA.
 GP0040'13.6 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0040'COUNTY, 109 FEET SOUTHWEST OF A ROUGH TIMBER BRIDGE, 29 FEET NORTHWEST
 GP0040'OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTHEAST OF A ROW OF POLES, IN
 GP0040'THE TOP OF A 4-BY 6-FOOT RED SANDSTONE BOULDER, 10 INCHES FROM THE
 GP0040'SOUTHEAST EDGE, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 GP0040'A 49 1934.
 GP0040
 GP0040                          STATION RECOVERY (1983)
 GP0040
 GP0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0040'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  20.9 KM
 GP0040'(13.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0040'U.S. HIGHWAY 163 IN KAYENTA, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST
 GP0040'381, 0.4 KM (0.25 MI) NORTHEAST OF A DIRT ROAD LEADING NORTHWEST, IN
 GP0040'THE CENTER OF THE EAST EDGE OF A 4- BY 8-FOOT BOULDER THAT PROJECTS
 GP0040'0.9 METER (3.0 FT) ABOVE THE GROUND, 16.4 METERS (53.8 FT) SOUTHEAST
 GP0040'OF A FENCE, 14.6 METERS (47.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 GP0040'HIGHWAY, AND 5.4 METERS (17.7 FT) SOUTHEAST OF A UTILITY POLE.
 GP0040'THE MARK IS 1.8 METERS  E FROM A WITNESS POST.
 GP0040'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1538 ***********************************************************************
 GR1538  DESIGNATION -  A 49
 GR1538  PID         -  GR1538
 GR1538  STATE/COUNTY-  AZ/MOHAVE
 GR1538  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1538
 GR1538                         *CURRENT SURVEY CONTROL
 GR1538  ___________________________________________________________________
 GR1538* NAD 83(1992)-  36 00 50.22596(N)    114 12 45.32988(W)     ADJUSTED  
 GR1538* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 GR1538  ___________________________________________________________________
 GR1538  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 GR1538  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1538  HORZ ORDER  -  THIRD
 GR1538
 GR1538.The horizontal coordinates were established by classical geodetic methods
 GR1538.and adjusted by the National Geodetic Survey in August 1993.
 GR1538
 GR1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1538
 GR1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1538
 GR1538.The geoid height was determined by GEOID03.
 GR1538
 GR1538;                    North         East     Units Scale Factor Converg.
 GR1538;SPC AZ W     -   556,178.314   171,661.019   MT  0.99995475   -0 16 19.2
 GR1538;SPC AZ W     - 1,824,732.00    563,192.32   iFT  0.99995475   -0 16 19.2
 GR1538;SPC NV E     - 8,141,087.533   323,560.667   MT  1.00008806   +0 48 21.9
 GR1538;SPC NV E     -26,709,551.35  1,061,548.62   sFT  1.00008806   +0 48 21.9
 GR1538;UTM  11      - 3,989,090.468   751,209.067   MT  1.00037765   +1 38 23.3
 GR1538
 GR1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1538!SPC AZ W     -   0.99994741  x   0.99995475  =   0.99990216
 GR1538!SPC NV E     -   0.99994741  x   1.00008806  =   1.00003546
 GR1538!UTM  11      -   0.99994741  x   1.00037765  =   1.00032504
 GR1538
 GR1538:                Primary Azimuth Mark                     Grid Az
 GR1538:SPC AZ W     -  A 47                                     266 16 10.5
 GR1538:SPC NV E     -  A 47                                     265 11 29.4
 GR1538:UTM  11      -  A 47                                     264 21 28.0
 GR1538
 GR1538|---------------------------------------------------------------------|
 GR1538| PID    Reference Object                     Distance      Geod. Az  |
 GR1538|                                                           dddmmss.s |
 GR1538| GR1536 A 47                                APPROX. 0.8 KM 2655951.3 |
 GR1538| GR1630 N 125                               498.207 METERS 3305346.5 |
 GR1538|---------------------------------------------------------------------|
 GR1538
 GR1538                          SUPERSEDED SURVEY CONTROL
 GR1538
 GR1538  NAD 83(1986)-  36 00 50.21899(N)    114 12 45.32747(W) AD(       ) 3
 GR1538  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG    3  
 GR1538
 GR1538.Superseded values are not recommended for survey control.
 GR1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1538.See file dsdata.txt to determine how the superseded data were derived.
 GR1538
 GR1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5120989090(NAD 83)
 GR1538_MARKER: DS = TRIANGULATION STATION DISK
 GR1538_SETTING: 66 = SET IN ROCK OUTCROP
 GR1538_SP_SET: SET IN ROCK OUTCROP
 GR1538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1538+STABILITY: POSITION/ELEVATION WELL
 GR1538
 GR1538  HISTORY     - Date     Condition        Report By
 GR1538  HISTORY     - 1948     MONUMENTED       USGS
 GR1538
 GR1538                          STATION DESCRIPTION
 GR1538
 GR1538'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1538'LOCATED ABOUT 1.4 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1538'VIRGIN CANYON.  IN VIRGIN CANYON, ON SIDEHILL, ABOUT EVEN WITH
 GR1538'HIGH WATER MARK.
 GR1538'
 GR1538'TO REACH NOT GIVEN.
 GR1538'
 GR1538'STATION MARK--STANDARD TABLET STAMPED---A49 1948---, CEMENTED IN
 GR1538'ROCK OUTCROP.
 GR1538'
 GR1538'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0788 ***********************************************************************
 FR0788  DESIGNATION -  A 490
 FR0788  PID         -  FR0788
 FR0788  STATE/COUNTY-  AZ/COCONINO
 FR0788  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0788
 FR0788                         *CURRENT SURVEY CONTROL
 FR0788  ___________________________________________________________________
 FR0788* NAD 83(1986)-  35 15 54.     (N)    112 03 09.     (W)     SCALED    
 FR0788* NAVD 88     -      2114.430  (meters)    6937.09   (feet)  ADJUSTED  
 FR0788  ___________________________________________________________________
 FR0788  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0788  DYNAMIC HT  -        2111.443 (meters)    6927.29  (feet)  COMP
 FR0788  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 FR0788
 FR0788  VERT ORDER  -  FIRST     CLASS II
 FR0788
 FR0788.The horizontal coordinates were scaled from a topographic map and have
 FR0788.an estimated accuracy of +/- 6 seconds.
 FR0788
 FR0788.The orthometric height was determined by differential leveling
 FR0788.and adjusted in June 1991.
 FR0788
 FR0788.The geoid height was determined by GEOID03.
 FR0788
 FR0788.The dynamic height is computed by dividing the NAVD 88
 FR0788.geopotential number by the normal gravity value computed on the
 FR0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0788.degrees latitude (g = 980.6199 gals.).
 FR0788
 FR0788.The modeled gravity was interpolated from observed gravity values.
 FR0788
 FR0788;                    North         East    Units  Estimated Accuracy
 FR0788;SPC AZ C     -   472,980.      201,000.      MT  (+/- 180 meters Scaled)
 FR0788
 FR0788                          SUPERSEDED SURVEY CONTROL
 FR0788
 FR0788.No superseded survey control is available for this station.
 FR0788
 FR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE042029(NAD 83)
 FR0788_MARKER: DB = BENCH MARK DISK
 FR0788_SETTING: 66 = SET IN ROCK OUTCROP
 FR0788_SP_SET: ROCK OUTCROP
 FR0788_STAMPING: A 490 1982
 FR0788_MARK LOGO: NGS   
 FR0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0788+STABILITY: POSITION/ELEVATION WELL
 FR0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0788+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FR0788
 FR0788  HISTORY     - Date     Condition        Report By
 FR0788  HISTORY     - 1982     MONUMENTED       NGS
 FR0788  HISTORY     - 20060429 GOOD             NGS
 FR0788
 FR0788                          STATION DESCRIPTION
 FR0788
 FR0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0788'13.3 KM (8.3 MI) EAST FROM WILLIAMS.
 FR0788'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0788'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.3 KM (5.8 MI) EAST
 FR0788'ALONG INTERSTATE HIGHWAY 40, 0.5 KM (0.3 MI) EAST OF A DEER FARM, 0.3
 FR0788'(0.2 MI) WEST OF THE PITTMAN VALLEY ROAD OVERPASS, IN TOP OF A MASSIVE
 FR0788'VOLCANIC OUTCROP PROJECTING 3 FEET, 60.9 METERS (200 FT) NORTH OF THE
 FR0788'CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 10.6 METERS (35 FT) NORTH
 FR0788'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 FR0788'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FR0788'THE MARK IS 1 M ABOVE THE HIGHWAY.
 FR0788
 FR0788                          STATION RECOVERY (2006)
 FR0788
 FR0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0788'OLD US 66 IS NOW COUNTY 146.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0397 ***********************************************************************
 FQ0397  DESIGNATION -  A 491
 FQ0397  PID         -  FQ0397
 FQ0397  STATE/COUNTY-  AZ/COCONINO
 FQ0397  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0397
 FQ0397                         *CURRENT SURVEY CONTROL
 FQ0397  ___________________________________________________________________
 FQ0397* NAD 83(1986)-  35 06 32.     (N)    111 43 19.     (W)     SCALED    
 FQ0397* NAVD 88     -      2106.769  (meters)    6911.96   (feet)  ADJUSTED  
 FQ0397  ___________________________________________________________________
 FQ0397  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0397  DYNAMIC HT  -        2103.819 (meters)    6902.28  (feet)  COMP
 FQ0397  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 FQ0397
 FQ0397  VERT ORDER  -  FIRST     CLASS II
 FQ0397
 FQ0397.The horizontal coordinates were scaled from a topographic map and have
 FQ0397.an estimated accuracy of +/- 6 seconds.
 FQ0397
 FQ0397.The orthometric height was determined by differential leveling
 FQ0397.and adjusted in June 1991.
 FQ0397
 FQ0397.The geoid height was determined by GEOID03.
 FQ0397
 FQ0397.The dynamic height is computed by dividing the NAVD 88
 FQ0397.geopotential number by the normal gravity value computed on the
 FQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0397.degrees latitude (g = 980.6199 gals.).
 FQ0397
 FQ0397.The modeled gravity was interpolated from observed gravity values.
 FQ0397
 FQ0397;                    North         East    Units  Estimated Accuracy
 FQ0397;SPC AZ C     -   455,670.      231,110.      MT  (+/- 180 meters Scaled)
 FQ0397
 FQ0397                          SUPERSEDED SURVEY CONTROL
 FQ0397
 FQ0397.No superseded survey control is available for this station.
 FQ0397
 FQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD342853(NAD 83)
 FQ0397_MARKER: DB = BENCH MARK DISK
 FQ0397_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0397_SP_SET: ROCK OUTCROP
 FQ0397_STAMPING: A 491 1982
 FQ0397_MARK LOGO: NGS   
 FQ0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0397+STABILITY: POSITION/ELEVATION WELL
 FQ0397
 FQ0397  HISTORY     - Date     Condition        Report By
 FQ0397  HISTORY     - 1982     MONUMENTED       NGS
 FQ0397
 FQ0397                          STATION DESCRIPTION
 FQ0397
 FQ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0397'9.3 KM (5.8 MI) SW FROM FLAGSTAFF.
 FQ0397'9.3 KM (5.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0397'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A
 FQ0397'MASSIVE OUTCROP IN LINE WITH THE RIGHT OF WAY FENCE AND NORTHWEST OF
 FQ0397'AND ACROSS THE HIGHWAY FROM A ROADSIDE PARK, 16.4 METERS (54.0 FT)
 FQ0397'NORTHWEST OF THE HIGHWAY CENTERLINE, 27.4 METERS (90.0 FT) NORTHEAST
 FQ0397'OF THE SOUTHWEST END OF A GUARD RAIL, 14.3 METERS (47.0 FT) WEST OF
 FQ0397'THE NORTHWEST END OF A 36 INCH CORRUGATED METAL PIPE CULVERT, 0.6
 FQ0397'METER (2.0 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 FQ0397'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FQ0397'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0448 ***********************************************************************
 FQ0448  DESIGNATION -  A 492
 FQ0448  PID         -  FQ0448
 FQ0448  STATE/COUNTY-  AZ/COCONINO
 FQ0448  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0448
 FQ0448                         *CURRENT SURVEY CONTROL
 FQ0448  ___________________________________________________________________
 FQ0448* NAD 83(1986)-  35 12 17.5    (N)    111 38 40.3    (W)     HD_HELD2  
 FQ0448* NAVD 88     -      2132.027  (meters)    6994.83   (feet)  ADJUSTED  
 FQ0448  ___________________________________________________________________
 FQ0448  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0448  DYNAMIC HT  -        2128.991 (meters)    6984.86  (feet)  COMP
 FQ0448  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 FQ0448
 FQ0448  VERT ORDER  -  FIRST     CLASS II
 FQ0448
 FQ0448.The horizontal coordinates were established by autonomous hand held GPS
 FQ0448.observations and have an estimated accuracy of +/- 10 meters.
 FQ0448
 FQ0448.The orthometric height was determined by differential leveling
 FQ0448.and adjusted in June 1991.
 FQ0448
 FQ0448.The geoid height was determined by GEOID03.
 FQ0448
 FQ0448.The dynamic height is computed by dividing the NAVD 88
 FQ0448.geopotential number by the normal gravity value computed on the
 FQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0448.degrees latitude (g = 980.6199 gals.).
 FQ0448
 FQ0448.The modeled gravity was interpolated from observed gravity values.
 FQ0448
 FQ0448;                    North         East    Units  Estimated Accuracy
 FQ0448;SPC AZ C     -   466,334.      238,139.      MT  (+/- 10 meters HH2 GPS)
 FQ0448
 FQ0448                          SUPERSEDED SURVEY CONTROL
 FQ0448
 FQ0448.No superseded survey control is available for this station.
 FQ0448
 FQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4133295952(NAD 83)
 FQ0448_MARKER: DB = BENCH MARK DISK
 FQ0448_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0448_SP_SET: ROCK OUTCROP
 FQ0448_STAMPING: A 492 1982
 FQ0448_MARK LOGO: NGS   
 FQ0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0448+STABILITY: POSITION/ELEVATION WELL
 FQ0448
 FQ0448  HISTORY     - Date     Condition        Report By
 FQ0448  HISTORY     - 1982     MONUMENTED       NGS
 FQ0448  HISTORY     - 20061121 GOOD             GEOCAC
 FQ0448
 FQ0448                          STATION DESCRIPTION
 FQ0448
 FQ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0448'4.7 KM (2.9 MI) NORTH FROM FLAGSTAFF.
 FQ0448'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0448'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.0 KM (0.6 MI)
 FQ0448'NORTH ALONG SAN FRANCISCO STREET, IN TOP OF A VOLCANIC OUTCROP AT THE
 FQ0448'NORTH END OF A CUT, 8.2 METERS (27 FT) EAST OF THE CENTER OF SAN
 FQ0448'FRANCISCO STREET, 87.7 METERS (288 FT) SOUTH OF THE CENTER OF EAST
 FQ0448'SWITZER CYN DRIVE, 22.8 METERS (75 FT) NORTH OF A POWER POLE WITH A
 FQ0448'STREET LIGHT.
 FQ0448'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0448'THE MARK IS 1.0 M ABOVE THE STREET.
 FQ0448
 FQ0448                          STATION RECOVERY (2006)
 FQ0448
 FQ0448'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 FQ0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0657 ***********************************************************************
 ES0657  DESIGNATION -  A 493
 ES0657  PID         -  ES0657
 ES0657  STATE/COUNTY-  AZ/YAVAPAI
 ES0657  USGS QUAD   -  SEDONA (1969)
 ES0657
 ES0657                         *CURRENT SURVEY CONTROL
 ES0657  ___________________________________________________________________
 ES0657* NAD 83(1986)-  34 50 58.     (N)    111 49 50.     (W)     SCALED    
 ES0657* NAVD 88     -      1363.833  (meters)    4474.51   (feet)  ADJUSTED  
 ES0657  ___________________________________________________________________
 ES0657  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ES0657  DYNAMIC HT  -        1362.075 (meters)    4468.74  (feet)  COMP
 ES0657  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 ES0657
 ES0657  VERT ORDER  -  FIRST     CLASS II
 ES0657
 ES0657.The horizontal coordinates were scaled from a topographic map and have
 ES0657.an estimated accuracy of +/- 6 seconds.
 ES0657
 ES0657.The orthometric height was determined by differential leveling
 ES0657.and adjusted in June 1991.
 ES0657
 ES0657.The geoid height was determined by GEOID03.
 ES0657
 ES0657.The dynamic height is computed by dividing the NAVD 88
 ES0657.geopotential number by the normal gravity value computed on the
 ES0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0657.degrees latitude (g = 980.6199 gals.).
 ES0657
 ES0657.The modeled gravity was interpolated from observed gravity values.
 ES0657
 ES0657;                    North         East    Units  Estimated Accuracy
 ES0657;SPC AZ C     -   426,880.      221,240.      MT  (+/- 180 meters Scaled)
 ES0657
 ES0657                          SUPERSEDED SURVEY CONTROL
 ES0657
 ES0657.No superseded survey control is available for this station.
 ES0657
 ES0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD240566(NAD 83)
 ES0657_MARKER: DB = BENCH MARK DISK
 ES0657_SETTING: 66 = SET IN ROCK OUTCROP
 ES0657_SP_SET: ROCK OUTCROP
 ES0657_STAMPING: A 493 1982
 ES0657_MARK LOGO: NGS   
 ES0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0657+STABILITY: POSITION/ELEVATION WELL
 ES0657
 ES0657  HISTORY     - Date     Condition        Report By
 ES0657  HISTORY     - 1982     MONUMENTED       NGS
 ES0657  HISTORY     - 19950713 GOOD             USPSQD
 ES0657  HISTORY     - 20010513 MARK NOT FOUND   NGS
 ES0657
 ES0657                          STATION DESCRIPTION
 ES0657
 ES0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0657'6.8 KM (4.2 MI) SW FROM SEDONA.
 ES0657'6.8 KM (4.2 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0657'OFFICE IN SEDONA, AT THE INTERSECTION OF RED ROCK LOOP ROAD LEADING
 ES0657'SOUTH, IN TOP OF THE BASE OF A RED SANDSTONE CUT, 7.9 METERS (26 FT)
 ES0657'NORTHWEST OF THE HIGHWAY CENTERLINE, 137.1 METERS (450 FT) SOUTHWEST
 ES0657'OF THE EXTENDED CENTERLINE OF RED ROCK LOOP ROAD, 91.4 METERS (300 FT)
 ES0657'SOUTHWEST OF THE CENTER OF A ROAD LEADING NORTH, 45.7 METERS (150 FT)
 ES0657'NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 ES0657'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0657
 ES0657                          STATION RECOVERY (1995)
 ES0657
 ES0657'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0657'RECOVERED IN GOOD CONDITION.
 ES0657
 ES0657                          STATION RECOVERY (2001)
 ES0657
 ES0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ES0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0678 ***********************************************************************
 ES0678  DESIGNATION -  A 494
 ES0678  PID         -  ES0678
 ES0678  STATE/COUNTY-  AZ/YAVAPAI
 ES0678  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0678
 ES0678                         *CURRENT SURVEY CONTROL
 ES0678  ___________________________________________________________________
 ES0678* NAD 83(2007)-  34 36 34.20505(N)    111 54 44.39573(W)     ADJUSTED  
 ES0678* NAVD 88     -      1002.880  (meters)    3290.28   (feet)  ADJUSTED  
 ES0678  ___________________________________________________________________
 ES0678  EPOCH DATE  -        2007.00
 ES0678  X           -  -1,961,457.536 (meters)                     COMP
 ES0678  Y           -  -4,876,245.879 (meters)                     COMP
 ES0678  Z           -   3,602,851.106 (meters)                     COMP
 ES0678  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES0678  ELLIP HEIGHT-         976.922 (meters)          (02/10/07) ADJUSTED
 ES0678  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0678  DYNAMIC HT  -        1001.614 (meters)    3286.13  (feet)  COMP
 ES0678
 ES0678  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0678  Type    PID    Designation                      North   East  Ellip
 ES0678  -------------------------------------------------------------------
 ES0678  NETWORK ES0678 A 494                             0.57   0.49   1.47
 ES0678  -------------------------------------------------------------------
 ES0678  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 ES0678
 ES0678  VERT ORDER  -  FIRST     CLASS II
 ES0678
 ES0678.The horizontal coordinates were established by GPS observations
 ES0678.and adjusted by the National Geodetic Survey in February 2007.
 ES0678
 ES0678.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0678.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0678.The horizontal coordinates are valid at the epoch date displayed above.
 ES0678.The epoch date for horizontal control is a decimal equivalence
 ES0678.of Year/Month/Day.
 ES0678
 ES0678.The orthometric height was determined by differential leveling
 ES0678.and adjusted in June 1991.
 ES0678
 ES0678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0678
 ES0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0678
 ES0678.The ellipsoidal height was determined by GPS observations
 ES0678.and is referenced to NAD 83.
 ES0678
 ES0678.The geoid height was determined by GEOID03.
 ES0678
 ES0678.The dynamic height is computed by dividing the NAVD 88
 ES0678.geopotential number by the normal gravity value computed on the
 ES0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0678.degrees latitude (g = 980.6199 gals.).
 ES0678
 ES0678.The modeled gravity was interpolated from observed gravity values.
 ES0678
 ES0678;                    North         East     Units Scale Factor Converg.
 ES0678;SPC AZ C     -   400,257.812   213,757.521   MT  0.99990000   +0 00 08.9
 ES0678;SPC AZ C     - 1,313,181.80    701,304.20   iFT  0.99990000   +0 00 08.9
 ES0678;UTM  12      - 3,830,117.920   416,353.348   MT  0.99968624   -0 31 05.6
 ES0678
 ES0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0678!SPC AZ C     -   0.99984667  x   0.99990000  =   0.99974669
 ES0678!UTM  12      -   0.99984667  x   0.99968624  =   0.99953296
 ES0678
 ES0678                          SUPERSEDED SURVEY CONTROL
 ES0678
 ES0678  NAD 83(1992)-  34 36 34.20438(N)    111 54 44.39536(W) AD(       ) A
 ES0678  ELLIP H (05/31/05)  976.924  (m)                       GP(       ) 4 2
 ES0678  ELLIP H (01/12/01)  976.945  (m)                       GP(       ) 4 1
 ES0678  NAD 83(1992)-  34 36 34.20447(N)    111 54 44.39476(W) AD(       ) 1
 ES0678  ELLIP H (03/14/97)  977.012  (m)                       GP(       ) 3 1
 ES0678  NAVD 88 (03/14/97) 1002.88   (m)         3290.3    (f) LEVELING    3  
 ES0678
 ES0678.Superseded values are not recommended for survey control.
 ES0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0678.See file dsdata.txt to determine how the superseded data were derived.
 ES0678
 ES0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1635330118(NAD 83)
 ES0678_MARKER: I = METAL ROD
 ES0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0678_SP_SET: STAINLESS STEEL ROD
 ES0678_STAMPING: A 494 1982
 ES0678_MARK LOGO: NGS   
 ES0678_PROJECTION: FLUSH
 ES0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0678+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0678_ROD/PIPE-DEPTH: 5.8  meters
 ES0678
 ES0678  HISTORY     - Date     Condition        Report By
 ES0678  HISTORY     - 1982     MONUMENTED       NGS
 ES0678  HISTORY     - 19951219 GOOD             CHANCE
 ES0678  HISTORY     - 19980228 GOOD             USPSQD
 ES0678  HISTORY     - 20031215 GOOD             SHEPH
 ES0678  HISTORY     - 20040904 GOOD             DEWDAV
 ES0678  HISTORY     - 20090220 GOOD             GEOCAC
 ES0678
 ES0678                          STATION DESCRIPTION
 ES0678
 ES0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0678'8.0 KM (5.0 MI) NW FROM CAMP VERDE.
 ES0678'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0678'IN CAMP VERDE, THENCE 4.3 KM (2.7 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0678'279, IN THE SOUTH CORNER OF A T JUNCTION OF A DIRT ROAD LEADING
 ES0678'SOUTHWEST TO CHERRY, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 290, 30.0
 ES0678'METERS (99 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 16.0 METERS (53
 ES0678'FT) SOUTHEAST OF THE ROAD CENTER, 11.3 METERS (37 FT) SOUTHEAST OF THE
 ES0678'SOUTHEAST END OF A CATTLE GUARD, 0.3 METER (1 FT) NORTHEAST OF THE
 ES0678'RIGHT OF WAY FENCE.
 ES0678'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0678'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0678
 ES0678                          STATION RECOVERY (1995)
 ES0678
 ES0678'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 ES0678'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 ES0678'THE STATION IS LOCATED APPROXIMATELY 4.5 KM (2.80 MI) NORTHWEST OF THE
 ES0678'TOWN OF CAMP VERDE ALONG STATE HIGHWAY 260.  THE STATION IS LOCATED ON
 ES0678'STATE OF ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE
 ES0678'JUNCTION OF INTERSTATE 17 AND STATE HIGHWAY 260 (EXIT 287 OVERPASS ON
 ES0678'INTERSTATE 17) , PROCEED NORTHWEST ON STATE HIGHWAY 260 FOR 4.5 KM
 ES0678'(2.80 MI) TO THE JUNCTION WITH CHERRY ROAD ON THE LEFT AND THE STATION
 ES0678'ON THE SOUTH CORNER OF THE INTERSECTION THE STATION IS THE TOP CENTER
 ES0678'OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND.  THE STATION IS
 ES0678'LOCATED 0.2 KM (0.10 MI) NORTHWEST OF MILEPOST 290, 30.0 M (98.4 FT)
 ES0678'SOUTHWEST OF HIGHWAY 260 CENTERLINE, 16.0 M (52.5 FT) SOUTHEAST OF THE
 ES0678'CHERRY ROAD CENTERLINE, 11.3 M (37.1 FT) SOUTHEAST OF THE SOUTHEAST
 ES0678'END OF A CATTLE GUARD, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 0.3
 ES0678'M (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOVE HIGHWAY
 ES0678'LEVEL
 ES0678
 ES0678                          STATION RECOVERY (1998)
 ES0678
 ES0678'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0678'RECOVERED IN GOOD CONDITION.
 ES0678
 ES0678                          STATION RECOVERY (2003)
 ES0678
 ES0678'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003
 ES0678'RECOVERY NOTE BY CORNERSTONE SURVEYING, DEC 2003 (SD) RECOVERED IN
 ES0678'GOOD CONDITION.
 ES0678
 ES0678                          STATION RECOVERY (2004)
 ES0678
 ES0678'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 ES0678'RECOVERED IN GOOD CONDITION.
 ES0678
 ES0678                          STATION RECOVERY (2009)
 ES0678
 ES0678'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0678'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0678'THE DESCRIPTION - THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0726 ***********************************************************************
 ES0726  DESIGNATION -  A 495
 ES0726  PID         -  ES0726
 ES0726  STATE/COUNTY-  AZ/GILA
 ES0726  USGS QUAD   -  PINE (1973)
 ES0726
 ES0726                         *CURRENT SURVEY CONTROL
 ES0726  ___________________________________________________________________
 ES0726* NAD 83(1986)-  34 23 50.     (N)    111 28 07.     (W)     SCALED    
 ES0726* NAVD 88     -      1739.328  (meters)    5706.45   (feet)  ADJUSTED  
 ES0726  ___________________________________________________________________
 ES0726  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0726  DYNAMIC HT  -        1736.906 (meters)    5698.50  (feet)  COMP
 ES0726  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 ES0726
 ES0726  VERT ORDER  -  FIRST     CLASS II
 ES0726
 ES0726.The horizontal coordinates were scaled from a topographic map and have
 ES0726.an estimated accuracy of +/- 6 seconds.
 ES0726
 ES0726.The orthometric height was determined by differential leveling
 ES0726.and adjusted in June 1991.
 ES0726
 ES0726.The geoid height was determined by GEOID03.
 ES0726
 ES0726.The dynamic height is computed by dividing the NAVD 88
 ES0726.geopotential number by the normal gravity value computed on the
 ES0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0726.degrees latitude (g = 980.6199 gals.).
 ES0726
 ES0726.The modeled gravity was interpolated from observed gravity values.
 ES0726
 ES0726;                    North         East    Units  Estimated Accuracy
 ES0726;SPC AZ E     -   377,480.       93,650.      MT  (+/- 180 meters Scaled)
 ES0726
 ES0726                          SUPERSEDED SURVEY CONTROL
 ES0726
 ES0726.No superseded survey control is available for this station.
 ES0726
 ES0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD569063(NAD 83)
 ES0726_MARKER: DB = BENCH MARK DISK
 ES0726_SETTING: 66 = SET IN ROCK OUTCROP
 ES0726_SP_SET: ROCK OUTCROP
 ES0726_STAMPING: A 495 1982
 ES0726_MARK LOGO: NGS   
 ES0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0726+STABILITY: POSITION/ELEVATION WELL
 ES0726
 ES0726  HISTORY     - Date     Condition        Report By
 ES0726  HISTORY     - 1982     MONUMENTED       NGS
 ES0726  HISTORY     - 19980819 GOOD             USPSQD
 ES0726  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 ES0726
 ES0726                          STATION DESCRIPTION
 ES0726
 ES0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0726'2.1 KM (1.3 MI) NW FROM PINE.
 ES0726'2.1 KM (1.3 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0726'IN PINE, IN TOP OF A SMALL PORTION OF OUTCROP AT THE BASE OF A LOW
 ES0726'CUT, 0.25 KM (0.15 MI) NORTH OF THE ENTRANCE TO RIM SHADOWS RV PARK,
 ES0726'6.4 METERS (21 FT) EAST OF THE HIGHWAY CENTERLINE, 26.2 METERS (86 FT)
 ES0726'SOUTH OF THE EAST END OF A 24 INCH CORRUGATED METAL PIPE CULVERT, 25.0
 ES0726'METERS (82 FT) SOUTH OF MILEPOST 269.
 ES0726'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 ES0726'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0726
 ES0726                          STATION RECOVERY (1998)
 ES0726
 ES0726'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0726'RECOVERED IN GOOD CONDITION.
 ES0726
 ES0726                          STATION RECOVERY (2008)
 ES0726
 ES0726'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0726'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A HEAVILY
 ES0726'ERODED AND EXCAVATED AREA WHERE THE OUTCROP WAS NOT IDENTIFIED AND THE
 ES0726'WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0702 ***********************************************************************
 ES0702  DESIGNATION -  A 496
 ES0702  PID         -  ES0702
 ES0702  STATE/COUNTY-  AZ/YAVAPAI
 ES0702  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0702
 ES0702                         *CURRENT SURVEY CONTROL
 ES0702  ___________________________________________________________________
 ES0702* NAD 83(1986)-  34 25 06.     (N)    111 39 57.     (W)     SCALED    
 ES0702* NAVD 88     -      1282.019  (meters)    4206.09   (feet)  ADJUSTED  
 ES0702  ___________________________________________________________________
 ES0702  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0702  DYNAMIC HT  -        1280.310 (meters)    4200.48  (feet)  COMP
 ES0702  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 ES0702
 ES0702  VERT ORDER  -  FIRST     CLASS II
 ES0702
 ES0702.The horizontal coordinates were scaled from a topographic map and have
 ES0702.an estimated accuracy of +/- 6 seconds.
 ES0702
 ES0702.The orthometric height was determined by differential leveling
 ES0702.and adjusted in June 1991.
 ES0702
 ES0702.The geoid height was determined by GEOID03.
 ES0702
 ES0702.The dynamic height is computed by dividing the NAVD 88
 ES0702.geopotential number by the normal gravity value computed on the
 ES0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0702.degrees latitude (g = 980.6199 gals.).
 ES0702
 ES0702.The modeled gravity was interpolated from observed gravity values.
 ES0702
 ES0702;                    North         East    Units  Estimated Accuracy
 ES0702;SPC AZ C     -   379,080.      236,420.      MT  (+/- 180 meters Scaled)
 ES0702
 ES0702                          SUPERSEDED SURVEY CONTROL
 ES0702
 ES0702.No superseded survey control is available for this station.
 ES0702
 ES0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD388087(NAD 83)
 ES0702_MARKER: DB = BENCH MARK DISK
 ES0702_SETTING: 66 = SET IN ROCK OUTCROP
 ES0702_SP_SET: ROCK OUTCROP
 ES0702_STAMPING: A 496 1982
 ES0702_MARK LOGO: NGS   
 ES0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0702
 ES0702  HISTORY     - Date     Condition        Report By
 ES0702  HISTORY     - 1982     MONUMENTED       NGS
 ES0702
 ES0702                          STATION DESCRIPTION
 ES0702
 ES0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0702'31.2 KM (19.4 MI) SE FROM CAMP VERDE.
 ES0702'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0702'OFFICE IN CAMP VERDE, THENCE 18.5 KM (11.5 MI) SOUTHEAST ALONG FOSSIL
 ES0702'CREEK ROAD, IN TOP OF A SLANTING PORTION OF OUTCROP IN THE CUT BANK,
 ES0702'4.5 METERS (15 FT) EAST OF THE ROAD CENTERLINE, 32.0 METERS (105 FT)
 ES0702'NORTH OF A 18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0702'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0702'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0753 ***********************************************************************
 ES0753  DESIGNATION -  A 497
 ES0753  PID         -  ES0753
 ES0753  STATE/COUNTY-  AZ/GILA
 ES0753  USGS QUAD   -  GISELA (1972)
 ES0753
 ES0753                         *CURRENT SURVEY CONTROL
 ES0753  ___________________________________________________________________
 ES0753* NAD 83(1986)-  34 06 13.     (N)    111 21 11.     (W)     SCALED    
 ES0753* NAVD 88     -       949.121  (meters)    3113.91   (feet)  ADJUSTED  
 ES0753  ___________________________________________________________________
 ES0753  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ES0753  DYNAMIC HT  -         947.897 (meters)    3109.89  (feet)  COMP
 ES0753  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 ES0753  OBS GRAVITY -     979,322.2   (mgal)                       GRAV_OBS
 ES0753
 ES0753  VERT ORDER  -  FIRST     CLASS II
 ES0753
 ES0753.The horizontal coordinates were scaled from a topographic map and have
 ES0753.an estimated accuracy of +/- 6 seconds.
 ES0753
 ES0753.The orthometric height was determined by differential leveling
 ES0753.and adjusted in June 1991.
 ES0753
 ES0753.The geoid height was determined by GEOID03.
 ES0753
 ES0753.The dynamic height is computed by dividing the NAVD 88
 ES0753.geopotential number by the normal gravity value computed on the
 ES0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0753.degrees latitude (g = 980.6199 gals.).
 ES0753
 ES0753.The modeled gravity was interpolated from observed gravity values.
 ES0753.The observed gravity was obtained from relative gravimeter ties
 ES0753.to the IGSN71 gravity network.
 ES0753
 ES0753;                    North         East    Units  Estimated Accuracy
 ES0753;SPC AZ E     -   344,780.      103,900.      MT  (+/- 180 meters Scaled)
 ES0753
 ES0753                          SUPERSEDED SURVEY CONTROL
 ES0753
 ES0753.No superseded survey control is available for this station.
 ES0753
 ES0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC674737(NAD 83)
 ES0753_MARKER: DB = BENCH MARK DISK
 ES0753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES0753_SP_SET: HEADWALL
 ES0753_STAMPING: A 497 1982
 ES0753_MARK LOGO: NGS   
 ES0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0753+STABILITY: SURFACE MOTION
 ES0753
 ES0753  HISTORY     - Date     Condition        Report By
 ES0753  HISTORY     - 1982     MONUMENTED       NGS
 ES0753
 ES0753                          STATION DESCRIPTION
 ES0753
 ES0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0753'17.9 KM (11.1 MI) SOUTH FROM PAYSON.
 ES0753'17.9 KM (11.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0753'PAYSON, IN THE EAST HEADWALL OF THE SOUTHERN MOST ONE OF FIVE 6 BY 10
 ES0753'FOOT CONCRETE BOX CULVERTS, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 241, 0.2
 ES0753'KM (0.1 MI) SOUTH OF THE STATE HIGHWAY MAINTENANCE YARD IN RYE, 10.1
 ES0753'METERS (33 FT) EAST OF THE HIGHWAY CENTERLINE.
 ES0753'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1624 ***********************************************************************
 DU1624  DESIGNATION -  A 498
 DU1624  PID         -  DU1624
 DU1624  STATE/COUNTY-  AZ/GILA
 DU1624  USGS QUAD   -  TONTO BASIN (1964)
 DU1624
 DU1624                         *CURRENT SURVEY CONTROL
 DU1624  ___________________________________________________________________
 DU1624* NAD 83(1986)-  33 47 26.     (N)    111 16 03.     (W)     SCALED    
 DU1624* NAVD 88     -       691.521  (meters)    2268.77   (feet)  ADJUSTED  
 DU1624  ___________________________________________________________________
 DU1624  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DU1624  DYNAMIC HT  -         690.633 (meters)    2265.85  (feet)  COMP
 DU1624  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 DU1624
 DU1624  VERT ORDER  -  FIRST     CLASS II
 DU1624
 DU1624.The horizontal coordinates were scaled from a topographic map and have
 DU1624.an estimated accuracy of +/- 6 seconds.
 DU1624
 DU1624.The orthometric height was determined by differential leveling
 DU1624.and adjusted in June 1991.
 DU1624
 DU1624.The geoid height was determined by GEOID03.
 DU1624
 DU1624.The dynamic height is computed by dividing the NAVD 88
 DU1624.geopotential number by the normal gravity value computed on the
 DU1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1624.degrees latitude (g = 980.6199 gals.).
 DU1624
 DU1624.The modeled gravity was interpolated from observed gravity values.
 DU1624
 DU1624;                    North         East    Units  Estimated Accuracy
 DU1624;SPC AZ E     -   309,970.      111,420.      MT  (+/- 180 meters Scaled)
 DU1624
 DU1624                          SUPERSEDED SURVEY CONTROL
 DU1624
 DU1624.No superseded survey control is available for this station.
 DU1624
 DU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC752389(NAD 83)
 DU1624_MARKER: I = METAL ROD
 DU1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1624_SP_SET: STAINLESS STEEL ROD
 DU1624_STAMPING: A 498 1983
 DU1624_MARK LOGO: NGS   
 DU1624_PROJECTION: FLUSH
 DU1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1624_ROD/PIPE-DEPTH: 2.4  meters
 DU1624
 DU1624  HISTORY     - Date     Condition        Report By
 DU1624  HISTORY     - 1983     MONUMENTED       NGS
 DU1624  HISTORY     - 20081018 GOOD             GEOCAC
 DU1624
 DU1624                          STATION DESCRIPTION
 DU1624
 DU1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1624'10.9 KM (6.8 MI) SOUTH FROM PUNKIN CENTER.
 DU1624'10.9 KM (6.8 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1624'PUNKIN CENTER, ON THE EXTENDED CENTERLINE OF THE T JUNCTION OF A DIRT
 DU1624'ROAD LEADING EAST TO TONTO CREEK AND AT POWER POLE 1228 WITH TWO GUY
 DU1624'WIRES ATTACHED, 0.1 KM (0.05 MI) SOUTH OF THE END OF THE PAVEMENT, 0.6
 DU1624'KM (0.4 MI) NORTH OF MILEPOST 255, 47.0 METERS (153 FT) NORTH OF THE
 DU1624'OLD HIGHWAY CENTER, 0.4 METER (1 FT) EAST OF THE POWER POLE.
 DU1624'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DU1624'THE MARK IS 1.0 M ABOVE THE MAIN ROAD.
 DU1624
 DU1624                          STATION RECOVERY (2008)
 DU1624
 DU1624'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1624'RECOVERED IN GOOD CONDITION.  HIGHWAY 188 HAS BEEN REROUTED SINCE
 DU1624' THE MARK WAS SET.  THE OLD ROAD BED IN THE AREA OF THE MARK AND
 DU1624' REFERENCED T JUNCTION ARE BARELY DISCERNIBLE. THE REFERENCED POWER
 DU1624'POLE HAS BEEN CUT DOWN AND REMOVED. ALTHOUGH A STUMP REMAINS.
 DU1624'THE MARK IS APPROXIMATELY .1 MILES NORTHWEST OF THE NORTH END
 DU1624'OF THE HIGHWAY 188 BRIDGE OVER ASH CREEK, WITH HANDHELD GPSR
 DU1624'INDICATING COORDINATES OF N 33 47.431' W 111 16.073'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0197 ***********************************************************************
 GQ0197  DESIGNATION -  A 499
 GQ0197  PID         -  GQ0197
 GQ0197  STATE/COUNTY-  AZ/MOHAVE
 GQ0197  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0197
 GQ0197                         *CURRENT SURVEY CONTROL
 GQ0197  ___________________________________________________________________
 GQ0197* NAD 83(1986)-  36 59 27.     (N)    113 55 11.     (W)     SCALED    
 GQ0197* NAVD 88     -       757.459  (meters)    2485.10   (feet)  ADJUSTED  
 GQ0197  ___________________________________________________________________
 GQ0197  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 GQ0197  DYNAMIC HT  -         756.696 (meters)    2482.59  (feet)  COMP
 GQ0197  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 GQ0197  OBS GRAVITY -     979,596.9   (mgal)                       GRAV_OBS
 GQ0197
 GQ0197  VERT ORDER  -  FIRST     CLASS II
 GQ0197
 GQ0197.The horizontal coordinates were scaled from a topographic map and have
 GQ0197.an estimated accuracy of +/- 6 seconds.
 GQ0197
 GQ0197.The orthometric height was determined by differential leveling
 GQ0197.and adjusted in June 1991.
 GQ0197
 GQ0197.The geoid height was determined by GEOID03.
 GQ0197
 GQ0197.The dynamic height is computed by dividing the NAVD 88
 GQ0197.geopotential number by the normal gravity value computed on the
 GQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0197.degrees latitude (g = 980.6199 gals.).
 GQ0197
 GQ0197.The modeled gravity was interpolated from observed gravity values.
 GQ0197.The observed gravity was obtained from relative gravimeter ties
 GQ0197.to the IGSN71 gravity network.
 GQ0197
 GQ0197;                    North         East    Units  Estimated Accuracy
 GQ0197;SPC AZ W     -   664,490.      198,250.      MT  (+/- 180 meters Scaled)
 GQ0197
 GQ0197                          SUPERSEDED SURVEY CONTROL
 GQ0197
 GQ0197.No superseded survey control is available for this station.
 GQ0197
 GQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF401978(NAD 83)
 GQ0197_MARKER: I = METAL ROD
 GQ0197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0197_SP_SET: STAINLESS STEEL ROD
 GQ0197_STAMPING: A 499 1982
 GQ0197_MARK LOGO: NGS   
 GQ0197_PROJECTION: FLUSH
 GQ0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0197_ROD/PIPE-DEPTH: 2.0  meters
 GQ0197
 GQ0197  HISTORY     - Date     Condition        Report By
 GQ0197  HISTORY     - 1982     MONUMENTED       NGS
 GQ0197
 GQ0197                          STATION DESCRIPTION
 GQ0197
 GQ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0197'28.2 KM (17.6 MI) NE FROM MESQUITE NV.
 GQ0197'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0197'MESQUITE, THENCE 27.65 KM (17.3 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0197'0.9 KM (0.55 MI) SOUTHWEST OF THE ARIZONA-UTAH STATE LINE, 0.28 KM
 GQ0197'(0.15 MI) NORTH OF A HIGH TENSION POWER LINE CROSSING THE HIGHWAY, 0.7
 GQ0197'METER (2.5 FT) SOUTHEAST OF A 3 INCH BRACED ANGLE IRON RIGHT OF WAY
 GQ0197'FENCE POST ON THE OUTSIDE OF A CURVE, 22.2 METERS (73 FT) WEST OF THE
 GQ0197'HIGHWAY CENTERLINE, 0.45 METER (1.5 FT) EAST OF THE RIGHT OF WAY
 GQ0197'FENCE.
 GQ0197'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 GQ0197'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0191 ***********************************************************************
 FP0191  DESIGNATION -  A 5
 FP0191  PID         -  FP0191
 FP0191  STATE/COUNTY-  AZ/APACHE
 FP0191  USGS QUAD   -  SANDERS (1971)
 FP0191
 FP0191                         *CURRENT SURVEY CONTROL
 FP0191  ___________________________________________________________________
 FP0191* NAD 83(1986)-  35 12 25.     (N)    109 21 15.     (W)     SCALED    
 FP0191* NAVD 88     -      1777.082  (meters)    5830.31   (feet)  POSTED    
 FP0191  ___________________________________________________________________
 FP0191  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0191  DYNAMIC HT  -        1774.610 (meters)    5822.20  (feet)  COMP
 FP0191  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 FP0191
 FP0191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0191
 FP0191.The horizontal coordinates were scaled from a topographic map and have
 FP0191.an estimated accuracy of +/- 6 seconds.
 FP0191
 FP0191.The orthometric height was determined by differential leveling
 FP0191.and adjusted by the  in 1992.
 FP0191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0191.rate of 0.0 thru 1.0 mm/km.
 FP0191
 FP0191.The geoid height was determined by GEOID03.
 FP0191
 FP0191.The dynamic height is computed by dividing the NAVD 88
 FP0191.geopotential number by the normal gravity value computed on the
 FP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0191.degrees latitude (g = 980.6199 gals.).
 FP0191
 FP0191.The modeled gravity was interpolated from observed gravity values.
 FP0191
 FP0191;                    North         East    Units  Estimated Accuracy
 FP0191;SPC AZ E     -   466,830.      287,340.      MT  (+/- 180 meters Scaled)
 FP0191
 FP0191                          SUPERSEDED SURVEY CONTROL
 FP0191
 FP0191.No superseded survey control is available for this station.
 FP0191
 FP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD498972(NAD 83)
 FP0191_MARKER: B = BOLT
 FP0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0191_SP_SET: ABUTMENT
 FP0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0191
 FP0191  HISTORY     - Date     Condition        Report By
 FP0191  HISTORY     - UNK      MONUMENTED       CGS
 FP0191  HISTORY     - 1934     POOR             NGS
 FP0191  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0191  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0191
 FP0191                          STATION DESCRIPTION
 FP0191
 FP0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0191'1 MI SW FROM SANDERS.
 FP0191'1 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FP0191'THE STATION AT SANDERS, APACHE COUNTY, 1/2 POLE SOUTHWEST OF MILEPOST
 FP0191'201, AT STEEL BRIDGE A 202, IN THE TOP OF THE NORTHWEST END OF THE
 FP0191'SOUTHWEST ABUTMENT, 1 FOOT SOUTHWEST OF THE FACE, 11 FEET NORTHWEST OF
 FP0191'THE CENTERLINE OF THE NORTHWEST TRACK, AND AT THE BOTTOM OF A SHALLOW
 FP0191'HOLE IN THE CONCRETE.  A COPPER BOLT, SURROUNDED BY THE LETTERS USBM.
 FP0191'NOTE-- USE WITH CAUTION.  MARK MAY HAVE BEEN DISTURBED.
 FP0191
 FP0191                          STATION RECOVERY (1971)
 FP0191
 FP0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0191'MARK NOT FOUND.
 FP0191
 FP0191                          STATION RECOVERY (1983)
 FP0191
 FP0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1539 ***********************************************************************
 GR1539  DESIGNATION -  A 5
 GR1539  PID         -  GR1539
 GR1539  STATE/COUNTY-  AZ/MOHAVE
 GR1539  USGS QUAD   -  HOOVER DAM (1997)
 GR1539
 GR1539                         *CURRENT SURVEY CONTROL
 GR1539  ___________________________________________________________________
 GR1539* NAD 83(1992)-  36 05 24.38947(N)    114 41 28.43896(W)     ADJUSTED  
 GR1539* NAVD 88     -       388.7    (meters)    1275.     (feet)  VERTCON   
 GR1539  ___________________________________________________________________
 GR1539  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GR1539  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR1539  HORZ ORDER  -  THIRD
 GR1539
 GR1539.The horizontal coordinates were established by classical geodetic methods
 GR1539.and adjusted by the National Geodetic Survey in August 1993.
 GR1539
 GR1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1539
 GR1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1539
 GR1539.The geoid height was determined by GEOID03.
 GR1539
 GR1539;                    North         East     Units Scale Factor Converg.
 GR1539;SPC AZ W     -   564,939.242   128,596.079   MT  1.00002183   -0 33 16.1
 GR1539;SPC AZ W     - 1,853,475.20    421,903.15   iFT  1.00002183   -0 33 16.1
 GR1539;SPC NV E     - 8,149,036.289   280,336.417   MT  0.99997950   +0 31 31.9
 GR1539;SPC NV E     -26,735,629.89    919,737.06   sFT  0.99997950   +0 31 31.9
 GR1539;UTM  11      - 3,996,410.592   707,864.068   MT  1.00013241   +1 21 37.7
 GR1539
 GR1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1539!SPC AZ W     -   0.99994340  x   1.00002183  =   0.99996523
 GR1539!SPC NV E     -   0.99994340  x   0.99997950  =   0.99992290
 GR1539!UTM  11      -   0.99994340  x   1.00013241  =   1.00007580
 GR1539
 GR1539:                Primary Azimuth Mark                     Grid Az
 GR1539:SPC AZ W     -  A 4                                      246 10 21.3
 GR1539:SPC NV E     -  A 4                                      245 05 33.3
 GR1539:UTM  11      -  A 4                                      244 15 27.5
 GR1539
 GR1539|---------------------------------------------------------------------|
 GR1539| PID    Reference Object                     Distance      Geod. Az  |
 GR1539|                                                           dddmmss.s |
 GR1539| GR1528 A 4                                 APPROX. 2.5 KM 2453705.2 |
 GR1539|---------------------------------------------------------------------|
 GR1539
 GR1539                          SUPERSEDED SURVEY CONTROL
 GR1539
 GR1539  NAD 83(1986)-  36 05 24.37633(N)    114 41 28.42704(W) AD(       ) 3
 GR1539  NGVD 29 (06/27/88)  388.0    (m)         1273.     (f) VERT ANG    3  
 GR1539
 GR1539.Superseded values are not recommended for survey control.
 GR1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1539.See file dsdata.txt to determine how the superseded data were derived.
 GR1539
 GR1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0786496411(NAD 83)
 GR1539_MARKER: DS = TRIANGULATION STATION DISK
 GR1539_SETTING: 80 = SET IN A BOULDER
 GR1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1539+STABILITY: SURFACE MOTION
 GR1539
 GR1539  HISTORY     - Date     Condition        Report By
 GR1539  HISTORY     - 1947     MONUMENTED       USGS
 GR1539
 GR1539                          STATION DESCRIPTION
 GR1539
 GR1539'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1539'LOCATED ABOUT 5.9 MI NE. OF HOOVER DAM, ABOUT 2.7 MI SW. OF
 GR1539'BEACON ISLAND.  ON PROMINENT RIDGE, ABOUT 300 FT. SE. OF AND ABOUT
 GR1539'50 FT. ABOVE HIGH WATER MARK AT NORTHWEST END OF RIDGE, ABOUT 40
 GR1539'FT. NW. OF WHERE RIDGE BREAKS OFF TOWARD LAKE.
 GR1539'
 GR1539'TO REACH NOT GIVEN.
 GR1539'
 GR1539'STATION MARK--STANDARD TABLET STAMPED---A5 1947---, CEMENTED IN TOP
 GR1539'OF LARGE BOULDER IN PLACE.
 GR1539'
 GR1539'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0064 ***********************************************************************
 GP0064  DESIGNATION -  A 50
 GP0064  PID         -  GP0064
 GP0064  STATE/COUNTY-  AZ/COCONINO
 GP0064  USGS QUAD   -  BEGASHIBITO CANYON (1967)
 GP0064
 GP0064                         *CURRENT SURVEY CONTROL
 GP0064  ___________________________________________________________________
 GP0064* NAD 83(1986)-  36 14 52.     (N)    110 58 38.     (W)     SCALED    
 GP0064* NAVD 88     -      1618.326  (meters)    5309.46   (feet)  ADJUSTED  
 GP0064  ___________________________________________________________________
 GP0064  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 GP0064  DYNAMIC HT  -        1616.286 (meters)    5302.77  (feet)  COMP
 GP0064  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 GP0064
 GP0064  VERT ORDER  -  FIRST     CLASS II
 GP0064
 GP0064.The horizontal coordinates were scaled from a topographic map and have
 GP0064.an estimated accuracy of +/- 6 seconds.
 GP0064
 GP0064.The orthometric height was determined by differential leveling
 GP0064.and adjusted in June 1991.
 GP0064
 GP0064.The geoid height was determined by GEOID03.
 GP0064
 GP0064.The dynamic height is computed by dividing the NAVD 88
 GP0064.geopotential number by the normal gravity value computed on the
 GP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0064.degrees latitude (g = 980.6199 gals.).
 GP0064
 GP0064.The modeled gravity was interpolated from observed gravity values.
 GP0064
 GP0064;                    North         East    Units  Estimated Accuracy
 GP0064;SPC AZ C     -   582,410.      297,790.      MT  (+/- 180 meters Scaled)
 GP0064
 GP0064                          SUPERSEDED SURVEY CONTROL
 GP0064
 GP0064  NGVD 29 (??/??/92) 1617.372  (m)         5306.33   (f) ADJ UNCH    1 2
 GP0064
 GP0064.Superseded values are not recommended for survey control.
 GP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0064.See file dsdata.txt to determine how the superseded data were derived.
 GP0064
 GP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF020114(NAD 83)
 GP0064_MARKER: DB = BENCH MARK DISK
 GP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0064_STAMPING: A 50 1934
 GP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0064+STABILITY: SURFACE MOTION
 GP0064
 GP0064  HISTORY     - Date     Condition        Report By
 GP0064  HISTORY     - 1934     MONUMENTED       CGS
 GP0064
 GP0064                          STATION DESCRIPTION
 GP0064
 GP0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0064'6.0 MI SW FROM TONALEA.
 GP0064'6.0 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0064'TONALEA, CONCONINO COUNTY, 100 FEET NORTH OF A FENCE LINE AND FENCE
 GP0064'CORNER, 50 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND IN LINE
 GP0064'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED A 50 1934 AND SET IN
 GP0064'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1540 ***********************************************************************
 GR1540  DESIGNATION -  A 50
 GR1540  PID         -  GR1540
 GR1540  STATE/COUNTY-  AZ/MOHAVE
 GR1540  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1540
 GR1540                         *CURRENT SURVEY CONTROL
 GR1540  ___________________________________________________________________
 GR1540* NAD 83(1992)-  36 00 19.55890(N)    114 13 01.35308(W)     ADJUSTED  
 GR1540* NAVD 88     -       573.7    (meters)    1882.     (feet)  VERTCON   
 GR1540  ___________________________________________________________________
 GR1540  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 GR1540  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GR1540  HORZ ORDER  -  THIRD
 GR1540
 GR1540.The horizontal coordinates were established by classical geodetic methods
 GR1540.and adjusted by the National Geodetic Survey in August 1993.
 GR1540
 GR1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1540
 GR1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1540
 GR1540.The geoid height was determined by GEOID03.
 GR1540
 GR1540;                    North         East     Units Scale Factor Converg.
 GR1540;SPC AZ W     -   555,235.062   171,255.274   MT  0.99995517   -0 16 28.4
 GR1540;SPC AZ W     - 1,821,637.34    561,861.14   iFT  0.99995517   -0 16 28.4
 GR1540;SPC NV E     - 8,140,136.688   323,172.688   MT  1.00008688   +0 48 11.8
 GR1540;SPC NV E     -26,706,431.78  1,060,275.73   sFT  1.00008688   +0 48 11.8
 GR1540;UTM  11      - 3,988,133.802   750,834.855   MT  1.00037534   +1 38 12.7
 GR1540
 GR1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1540!SPC AZ W     -   0.99991430  x   0.99995517  =   0.99986947
 GR1540!SPC NV E     -   0.99991430  x   1.00008688  =   1.00000117
 GR1540!UTM  11      -   0.99991430  x   1.00037534  =   1.00028960
 GR1540
 GR1540:                Primary Azimuth Mark                     Grid Az
 GR1540:SPC AZ W     -  A 48                                     268 59 18.6
 GR1540:SPC NV E     -  A 48                                     267 54 38.4
 GR1540:UTM  11      -  A 48                                     267 04 37.5
 GR1540
 GR1540|---------------------------------------------------------------------|
 GR1540| PID    Reference Object                     Distance      Geod. Az  |
 GR1540|                                                           dddmmss.s |
 GR1540| GR1537 A 48                                APPROX. 3.8 KM 2684250.2 |
 GR1540|---------------------------------------------------------------------|
 GR1540
 GR1540                          SUPERSEDED SURVEY CONTROL
 GR1540
 GR1540  NAD 83(1986)-  36 00 19.55216(N)    114 13 01.35019(W) AD(       ) 3
 GR1540  NGVD 29 (06/27/88)  573.0    (m)         1880.     (f) VERT ANG    3  
 GR1540
 GR1540.Superseded values are not recommended for survey control.
 GR1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1540.See file dsdata.txt to determine how the superseded data were derived.
 GR1540
 GR1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5083588134(NAD 83)
 GR1540_MARKER: DS = TRIANGULATION STATION DISK
 GR1540_SETTING: 80 = SET IN A BOULDER
 GR1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1540+STABILITY: SURFACE MOTION
 GR1540
 GR1540  HISTORY     - Date     Condition        Report By
 GR1540  HISTORY     - 1948     MONUMENTED       USGS
 GR1540
 GR1540                          STATION DESCRIPTION
 GR1540
 GR1540'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1540'LOCATED ABOUT 4.2 MI SE. OF THE TEMPLE.  IN VIRGIN CANYON, ABOUT
 GR1540'200 FT. SE. OF ABRUPT DROP OFF AT NORTH END OF HIGH, BROAD, FLAT
 GR1540'TOP, ABOUT 960 FT. ABOVE HIGH WATER MARK.
 GR1540'
 GR1540'TO REACH NOT GIVEN.
 GR1540'
 GR1540'STATION MARK--STANDARD TABLET STAMPED---A50 1948---, CEMENTED IN
 GR1540'TOP OF BOULDER IN PLACE.
 GR1540'
 GR1540'RMS--NONE SET.
 GR1540'
 GR1540'NOTE--FAIRCHILD STATION DESIGNATED AS F154, 13.87 FT. NW. OF
 GR1540'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0640 ***********************************************************************
 ES0640  DESIGNATION -  A 500
 ES0640  PID         -  ES0640
 ES0640  STATE/COUNTY-  AZ/NAVAJO
 ES0640  USGS QUAD   -  HOLBROOK (1986)
 ES0640
 ES0640                         *CURRENT SURVEY CONTROL
 ES0640  ___________________________________________________________________
 ES0640* NAD 83(1986)-  34 54 39.     (N)    110 10 02.     (W)     SCALED    
 ES0640* NAVD 88     -      1577.633  (meters)    5175.95   (feet)  ADJUSTED  
 ES0640  ___________________________________________________________________
 ES0640  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0640  DYNAMIC HT  -        1575.475 (meters)    5168.87  (feet)  COMP
 ES0640  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 ES0640
 ES0640  VERT ORDER  -  FIRST     CLASS II
 ES0640
 ES0640.The horizontal coordinates were scaled from a topographic map and have
 ES0640.an estimated accuracy of +/- 6 seconds.
 ES0640
 ES0640.The orthometric height was determined by differential leveling
 ES0640.and adjusted in June 1991.
 ES0640
 ES0640.The geoid height was determined by GEOID03.
 ES0640
 ES0640.The dynamic height is computed by dividing the NAVD 88
 ES0640.geopotential number by the normal gravity value computed on the
 ES0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0640.degrees latitude (g = 980.6199 gals.).
 ES0640
 ES0640.The modeled gravity was interpolated from observed gravity values.
 ES0640
 ES0640;                    North         East    Units  Estimated Accuracy
 ES0640;SPC AZ E     -   433,680.      213,310.      MT  (+/- 180 meters Scaled)
 ES0640
 ES0640                          SUPERSEDED SURVEY CONTROL
 ES0640
 ES0640.No superseded survey control is available for this station.
 ES0640
 ES0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD760634(NAD 83)
 ES0640_MARKER: DB = BENCH MARK DISK
 ES0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0640_SP_SET: ABUTMENT
 ES0640_STAMPING: A 500 1983
 ES0640_MARK LOGO: NGS   
 ES0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0640+STABILITY: POSITION/ELEVATION WELL
 ES0640
 ES0640  HISTORY     - Date     Condition        Report By
 ES0640  HISTORY     - 1983     MONUMENTED       NGS
 ES0640  HISTORY     - 1983     GOOD             NGS
 ES0640  HISTORY     - 1983     GOOD             NGS
 ES0640
 ES0640                          STATION DESCRIPTION
 ES0640
 ES0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0640'IN HOLBROOK.
 ES0640'IN HOLBROOK, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND 8TH AVENUE,
 ES0640'IN TOP OF AND 0.2 METER (0.7 FT) SOUTH OF THE NORTH END OF THE WEST
 ES0640'CONCRETE ABUTMENT OF THE WEST BOUND HIGHWAY OVERPASS OF 8TH AVENUE,
 ES0640'6.8 METERS (22.3 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 ES0640'OF THE HIGHWAY AND 1.9 METERS (6.2 FT) EAST OF THE WEST END OF THE
 ES0640'BRIDGE.
 ES0640'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 ES0640
 ES0640                          STATION RECOVERY (1983)
 ES0640
 ES0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0640'RECOVERED IN GOOD CONDITION.
 ES0640
 ES0640                          STATION RECOVERY (1983)
 ES0640
 ES0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0794 ***********************************************************************
 ES0794  DESIGNATION -  A 501
 ES0794  PID         -  ES0794
 ES0794  STATE/COUNTY-  AZ/NAVAJO
 ES0794  USGS QUAD   -  WOODRUFF (1986)
 ES0794
 ES0794                         *CURRENT SURVEY CONTROL
 ES0794  ___________________________________________________________________
 ES0794* NAD 83(1986)-  34 45 18.     (N)    110 07 26.     (W)     SCALED    
 ES0794* NAVD 88     -      1653.129  (meters)    5423.64   (feet)  ADJUSTED  
 ES0794  ___________________________________________________________________
 ES0794  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0794  DYNAMIC HT  -        1650.818 (meters)    5416.06  (feet)  COMP
 ES0794  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 ES0794
 ES0794  VERT ORDER  -  FIRST     CLASS II
 ES0794
 ES0794.The horizontal coordinates were scaled from a topographic map and have
 ES0794.an estimated accuracy of +/- 6 seconds.
 ES0794
 ES0794.The orthometric height was determined by differential leveling
 ES0794.and adjusted in June 1991.
 ES0794
 ES0794.The geoid height was determined by GEOID03.
 ES0794
 ES0794.The dynamic height is computed by dividing the NAVD 88
 ES0794.geopotential number by the normal gravity value computed on the
 ES0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0794.degrees latitude (g = 980.6199 gals.).
 ES0794
 ES0794.The modeled gravity was interpolated from observed gravity values.
 ES0794
 ES0794;                    North         East    Units  Estimated Accuracy
 ES0794;SPC AZ E     -   416,400.      217,280.      MT  (+/- 180 meters Scaled)
 ES0794
 ES0794                          SUPERSEDED SURVEY CONTROL
 ES0794
 ES0794.No superseded survey control is available for this station.
 ES0794
 ES0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD801462(NAD 83)
 ES0794_MARKER: I = METAL ROD
 ES0794_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0794+WITH SETTING: INFORMATION.
 ES0794_SP_SET: SHALLOW SET METAL ROD
 ES0794_STAMPING: A 501 1983
 ES0794_MARK LOGO: NGS   
 ES0794_PROJECTION: FLUSH
 ES0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0794_ROD/PIPE-DEPTH: 0.6  meters
 ES0794
 ES0794  HISTORY     - Date     Condition        Report By
 ES0794  HISTORY     - 1983     MONUMENTED       NGS
 ES0794
 ES0794                          STATION DESCRIPTION
 ES0794
 ES0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0794'17.1 KM (10.6 MI) SOUTH FROM HOLBROOK.
 ES0794'17.1 KM (10.6 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0794'WITH HOPI DRIVE IN HOLBROOK, 96.0 METERS (315.0 FT) NORTHWEST OF
 ES0794'MILEPOST 378 AND 61.0 METERS (200.1 FT) WEST OF THE CENTERLINE OF THE
 ES0794'HIGHWAY.  REFUSAL WAS REACHED AT 2.0 FT.  ACCESS TO THE DATUM
 ES0794'POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0794'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ES0794'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0819 ***********************************************************************
 ES0819  DESIGNATION -  A 502
 ES0819  PID         -  ES0819
 ES0819  STATE/COUNTY-  AZ/NAVAJO
 ES0819  USGS QUAD   -  TAYLOR (1970)
 ES0819
 ES0819                         *CURRENT SURVEY CONTROL
 ES0819  ___________________________________________________________________
 ES0819* NAD 83(1986)-  34 23 01.     (N)    110 03 34.     (W)     SCALED    
 ES0819* NAVD 88     -      1781.325  (meters)    5844.23   (feet)  ADJUSTED  
 ES0819  ___________________________________________________________________
 ES0819  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 ES0819  DYNAMIC HT  -        1778.730 (meters)    5835.72  (feet)  COMP
 ES0819  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 ES0819
 ES0819  VERT ORDER  -  FIRST     CLASS II
 ES0819
 ES0819.The horizontal coordinates were scaled from a topographic map and have
 ES0819.an estimated accuracy of +/- 6 seconds.
 ES0819
 ES0819.The orthometric height was determined by differential leveling
 ES0819.and adjusted in June 1991.
 ES0819
 ES0819.The geoid height was determined by GEOID03.
 ES0819
 ES0819.The dynamic height is computed by dividing the NAVD 88
 ES0819.geopotential number by the normal gravity value computed on the
 ES0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0819.degrees latitude (g = 980.6199 gals.).
 ES0819
 ES0819.The modeled gravity was interpolated from observed gravity values.
 ES0819
 ES0819;                    North         East    Units  Estimated Accuracy
 ES0819;SPC AZ E     -   375,210.      223,220.      MT  (+/- 180 meters Scaled)
 ES0819
 ES0819                          SUPERSEDED SURVEY CONTROL
 ES0819
 ES0819.No superseded survey control is available for this station.
 ES0819
 ES0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD864050(NAD 83)
 ES0819_MARKER: I = METAL ROD
 ES0819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0819_SP_SET: STAINLESS STEEL ROD
 ES0819_STAMPING: A 502 1983
 ES0819_MARK LOGO: NGS   
 ES0819_PROJECTION: FLUSH
 ES0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0819+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ES0819_ROD/PIPE-DEPTH: 3.4  meters
 ES0819
 ES0819  HISTORY     - Date     Condition        Report By
 ES0819  HISTORY     - 1983     MONUMENTED       NGS
 ES0819  HISTORY     - 20040819 GOOD             USPSQD
 ES0819
 ES0819                          STATION DESCRIPTION
 ES0819
 ES0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0819'15.7 KM (9.75 MI) NORTH FROM SHOW LOW.
 ES0819'15.7 KM (9.7 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0819'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.8 KM (0.5 MI) SOUTH OF MILEPOST
 ES0819'352, 29.8 METERS (97.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 ES0819'AND 5.1 METERS (16.7 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE.
 ES0819'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0819'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 ES0819'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0819
 ES0819                          STATION RECOVERY (2004)
 ES0819
 ES0819'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0819'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0381 ***********************************************************************
 FP0381  DESIGNATION -  A 503
 FP0381  PID         -  FP0381
 FP0381  STATE/COUNTY-  AZ/APACHE
 FP0381  USGS QUAD   -  LUPTON (1971)
 FP0381
 FP0381                         *CURRENT SURVEY CONTROL
 FP0381  ___________________________________________________________________
 FP0381* NAD 83(1986)-  35 21 28.     (N)    109 03 06.     (W)     SCALED    
 FP0381* NAVD 88     -      1888.885  (meters)    6197.12   (feet)  ADJUSTED  
 FP0381  ___________________________________________________________________
 FP0381  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 FP0381  DYNAMIC HT  -        1886.239 (meters)    6188.44  (feet)  COMP
 FP0381  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 FP0381
 FP0381  VERT ORDER  -  FIRST     CLASS II
 FP0381
 FP0381.The horizontal coordinates were scaled from a topographic map and have
 FP0381.an estimated accuracy of +/- 6 seconds.
 FP0381
 FP0381.The orthometric height was determined by differential leveling
 FP0381.and adjusted in June 1991.
 FP0381
 FP0381.The geoid height was determined by GEOID03.
 FP0381
 FP0381.The dynamic height is computed by dividing the NAVD 88
 FP0381.geopotential number by the normal gravity value computed on the
 FP0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0381.degrees latitude (g = 980.6199 gals.).
 FP0381
 FP0381.The modeled gravity was interpolated from observed gravity values.
 FP0381
 FP0381;                    North         East    Units  Estimated Accuracy
 FP0381;SPC AZ E     -   483,830.      314,690.      MT  (+/- 180 meters Scaled)
 FP0381
 FP0381                          SUPERSEDED SURVEY CONTROL
 FP0381
 FP0381.No superseded survey control is available for this station.
 FP0381
 FP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE770144(NAD 83)
 FP0381_MARKER: DB = BENCH MARK DISK
 FP0381_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0381_SP_SET: ABUTMENT
 FP0381_STAMPING: A 503 1983
 FP0381_MARK LOGO: NGS   
 FP0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0381
 FP0381  HISTORY     - Date     Condition        Report By
 FP0381  HISTORY     - 1983     MONUMENTED       NGS
 FP0381
 FP0381                          STATION DESCRIPTION
 FP0381
 FP0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0381'34.0 KM (21.1 MI) SW FROM GALLUP.
 FP0381'34.0 KM (21.1 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0381'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.2 METER
 FP0381'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 FP0381'ABUTMENT OF THE SOUTHWEST BOUND HIGHWAY OVERPASS OF A PAVED ROAD, 5.2
 FP0381'METERS (17.1 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 FP0381'LANES OF THE HIGHWAY AND 0.5 METER (1.6 FT) NORTHEAST OF THE SOUTHWEST
 FP0381'END OF THE BRIDGE.
 FP0381'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0549 ***********************************************************************
 FQ0549  DESIGNATION -  A 504
 FQ0549  PID         -  FQ0549
 FQ0549  STATE/COUNTY-  AZ/COCONINO
 FQ0549  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0549
 FQ0549                         *CURRENT SURVEY CONTROL
 FQ0549  ___________________________________________________________________
 FQ0549* NAD 83(1986)-  35 13 08.     (N)    111 32 47.     (W)     SCALED    
 FQ0549* NAVD 88     -      2051.771  (meters)    6731.52   (feet)  ADJUSTED  
 FQ0549  ___________________________________________________________________
 FQ0549  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0549  DYNAMIC HT  -        2048.848 (meters)    6721.93  (feet)  COMP
 FQ0549  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 FQ0549
 FQ0549  VERT ORDER  -  FIRST     CLASS II
 FQ0549
 FQ0549.The horizontal coordinates were scaled from a topographic map and have
 FQ0549.an estimated accuracy of +/- 6 seconds.
 FQ0549
 FQ0549.The orthometric height was determined by differential leveling
 FQ0549.and adjusted in June 1991.
 FQ0549
 FQ0549.The geoid height was determined by GEOID03.
 FQ0549
 FQ0549.The dynamic height is computed by dividing the NAVD 88
 FQ0549.geopotential number by the normal gravity value computed on the
 FQ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0549.degrees latitude (g = 980.6199 gals.).
 FQ0549
 FQ0549.The modeled gravity was interpolated from observed gravity values.
 FQ0549
 FQ0549;                    North         East    Units  Estimated Accuracy
 FQ0549;SPC AZ C     -   467,920.      247,070.      MT  (+/- 180 meters Scaled)
 FQ0549
 FQ0549                          SUPERSEDED SURVEY CONTROL
 FQ0549
 FQ0549.No superseded survey control is available for this station.
 FQ0549
 FQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD502974(NAD 83)
 FQ0549_MARKER: DB = BENCH MARK DISK
 FQ0549_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0549_SP_SET: ROCK OUTCROP
 FQ0549_STAMPING: A 504 1983
 FQ0549_MARK LOGO: NGS   
 FQ0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0549
 FQ0549  HISTORY     - Date     Condition        Report By
 FQ0549  HISTORY     - 1983     MONUMENTED       NGS
 FQ0549
 FQ0549                          STATION DESCRIPTION
 FQ0549
 FQ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0549'10.5 KM (6.5 MI) EAST FROM FLAGSTAFF.
 FQ0549'10.5 KM (6.5 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0549'RAILROAD STATION IN FLAGSTAFF, CEMENTED IN A DRILL HOLE IN BEDROCK 0.3
 FQ0549'METER (1.0 FT) BELOW THE GROUND SURFACE ACCESS TO WHICH IS THROUGH A
 FQ0549'5-INCH LOGO CAP, 30.5 METERS (100.1 FT) NORTH OF THE CENTERLINE OF THE
 FQ0549'HIGHWAY AND 6.0 METERS (19.7 FT) WEST OF THE CENTER OF A DIRT ROAD
 FQ0549'LEADING NORTH.
 FQ0549'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FQ0549'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0421 ***********************************************************************
 ER0421  DESIGNATION -  A 505
 ER0421  PID         -  ER0421
 ER0421  STATE/COUNTY-  AZ/NAVAJO
 ER0421  USGS QUAD   -  LAKESIDE (1984)
 ER0421
 ER0421                         *CURRENT SURVEY CONTROL
 ER0421  ___________________________________________________________________
 ER0421* NAD 83(1986)-  34 09 18.     (N)    109 58 25.     (W)     SCALED    
 ER0421* NAVD 88     -      2053.323  (meters)    6736.61   (feet)  ADJUSTED  
 ER0421  ___________________________________________________________________
 ER0421  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ER0421  DYNAMIC HT  -        2050.208 (meters)    6726.39  (feet)  COMP
 ER0421  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 ER0421
 ER0421  VERT ORDER  -  FIRST     CLASS II
 ER0421
 ER0421.The horizontal coordinates were scaled from a topographic map and have
 ER0421.an estimated accuracy of +/- 6 seconds.
 ER0421
 ER0421.The orthometric height was determined by differential leveling
 ER0421.and adjusted in June 1991.
 ER0421
 ER0421.The geoid height was determined by GEOID03.
 ER0421
 ER0421.The dynamic height is computed by dividing the NAVD 88
 ER0421.geopotential number by the normal gravity value computed on the
 ER0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0421.degrees latitude (g = 980.6199 gals.).
 ER0421
 ER0421.The modeled gravity was interpolated from observed gravity values.
 ER0421
 ER0421;                    North         East    Units  Estimated Accuracy
 ER0421;SPC AZ E     -   349,860.      231,160.      MT  (+/- 180 meters Scaled)
 ER0421
 ER0421                          SUPERSEDED SURVEY CONTROL
 ER0421
 ER0421.No superseded survey control is available for this station.
 ER0421
 ER0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC946798(NAD 83)
 ER0421_MARKER: I = METAL ROD
 ER0421_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0421+WITH SETTING: INFORMATION.
 ER0421_SP_SET: SHALLOW SET METAL ROD
 ER0421_STAMPING: A 505 1983
 ER0421_MARK LOGO: NGS   
 ER0421_PROJECTION: FLUSH
 ER0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ER0421+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 ER0421_ROD/PIPE-DEPTH: 1.2  meters
 ER0421
 ER0421  HISTORY     - Date     Condition        Report By
 ER0421  HISTORY     - 1983     MONUMENTED       NGS
 ER0421  HISTORY     - 20061103 GOOD             GEOCAC
 ER0421
 ER0421                          STATION DESCRIPTION
 ER0421
 ER0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0421'IN LAKESIDE.
 ER0421'IN LAKESIDE, AT THE JUNCTION OF STATE HIGHWAY 260 AND ADAMS STREET,
 ER0421'13.0 METERS (42.7 FT) NORTH OF THE CENTER OF THE STREET, 11.6 METERS
 ER0421'(38.1 FT) NORTHEAST OF A UTILITY POLE WITH A LIGHT, 11.3 METERS (37.1
 ER0421'FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 ER0421'AND 1.3 METERS (4.3 FT) WEST OF A FENCE CORNER.  ACCESS TO THE
 ER0421'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0421'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 ER0421'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 ER0421
 ER0421                          STATION RECOVERY (2006)
 ER0421
 ER0421'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ER0421'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ER0421'THE DESCRIPTION   THE STATION IS LOCATED AT THE JUNCTION OF STATE
 ER0421'HIGHWAY 260 (WHITE MOUNTAIN BOULEVARD) AND RHOTON LANE. HANDHELD
 ER0421'COORDINATES
 ER0421'34 09 17.76 (N)   109 58 24.42 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0461 ***********************************************************************
 GP0461  DESIGNATION -  A 506
 GP0461  PID         -  GP0461
 GP0461  STATE/COUNTY-  AZ/COCONINO
 GP0461  USGS QUAD   -  TUBA CITY NE (1969)
 GP0461
 GP0461                         *CURRENT SURVEY CONTROL
 GP0461  ___________________________________________________________________
 GP0461* NAD 83(1986)-  36 09 20.     (N)    111 07 10.     (W)     SCALED    
 GP0461* NAVD 88     -      1578.428  (meters)    5178.56   (feet)  ADJUSTED  
 GP0461  ___________________________________________________________________
 GP0461  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 GP0461  DYNAMIC HT  -        1576.428 (meters)    5172.00  (feet)  COMP
 GP0461  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 GP0461
 GP0461  VERT ORDER  -  FIRST     CLASS II
 GP0461
 GP0461.The horizontal coordinates were scaled from a topographic map and have
 GP0461.an estimated accuracy of +/- 6 seconds.
 GP0461
 GP0461.The orthometric height was determined by differential leveling
 GP0461.and adjusted in June 1991.
 GP0461
 GP0461.The geoid height was determined by GEOID03.
 GP0461
 GP0461.The dynamic height is computed by dividing the NAVD 88
 GP0461.geopotential number by the normal gravity value computed on the
 GP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0461.degrees latitude (g = 980.6199 gals.).
 GP0461
 GP0461.The modeled gravity was interpolated from observed gravity values.
 GP0461
 GP0461;                    North         East    Units  Estimated Accuracy
 GP0461;SPC AZ C     -   572,070.      285,090.      MT  (+/- 180 meters Scaled)
 GP0461
 GP0461                          SUPERSEDED SURVEY CONTROL
 GP0461
 GP0461.No superseded survey control is available for this station.
 GP0461
 GP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF892012(NAD 83)
 GP0461_MARKER: I = METAL ROD
 GP0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0461_SP_SET: STAINLESS STEEL ROD
 GP0461_STAMPING: A 506 1983
 GP0461_MARK LOGO: NGS   
 GP0461_PROJECTION: FLUSH
 GP0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0461_ROD/PIPE-DEPTH: 4.9  meters
 GP0461
 GP0461  HISTORY     - Date     Condition        Report By
 GP0461  HISTORY     - 1983     MONUMENTED       NGS
 GP0461
 GP0461                          STATION DESCRIPTION
 GP0461
 GP0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0461'10.7 KM (6.65 MI) NE FROM TUBA CITY.
 GP0461'10.7 KM (6.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0461'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.4 KM (0.25 MI)
 GP0461'NORTHEAST OF MILEPOST 328, 0.4 KM (0.25 MI) SOUTHWEST OF A DIRT ROAD
 GP0461'LEADING SOUTH, 138.4 METERS (545.1 FT) NORTHEAST OF THE NORTHEAST
 GP0461'CORNER OF A SMALL BOX CULVERT, AND 30.4 METERS (99.7 FT) SOUTHEAST OF
 GP0461'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0461'THROUGH A 5-INCH LOGO CAP.
 GP0461'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0388 ***********************************************************************
 GP0388  DESIGNATION -  A 507
 GP0388  PID         -  GP0388
 GP0388  STATE/COUNTY-  AZ/NAVAJO
 GP0388  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0388
 GP0388                         *CURRENT SURVEY CONTROL
 GP0388  ___________________________________________________________________
 GP0388* NAD 83(1986)-  36 57 36.     (N)    110 12 20.     (W)     SCALED    
 GP0388* NAVD 88     -      1595.564  (meters)    5234.78   (feet)  ADJUSTED  
 GP0388  ___________________________________________________________________
 GP0388  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 GP0388  DYNAMIC HT  -        1593.728 (meters)    5228.76  (feet)  COMP
 GP0388  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 GP0388
 GP0388  VERT ORDER  -  FIRST     CLASS II
 GP0388
 GP0388.The horizontal coordinates were scaled from a topographic map and have
 GP0388.an estimated accuracy of +/- 6 seconds.
 GP0388
 GP0388.The orthometric height was determined by differential leveling
 GP0388.and adjusted in June 1991.
 GP0388
 GP0388.The geoid height was determined by GEOID03.
 GP0388
 GP0388.The dynamic height is computed by dividing the NAVD 88
 GP0388.geopotential number by the normal gravity value computed on the
 GP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0388.degrees latitude (g = 980.6199 gals.).
 GP0388
 GP0388.The modeled gravity was interpolated from observed gravity values.
 GP0388
 GP0388;                    North         East    Units  Estimated Accuracy
 GP0388;SPC AZ E     -   661,030.      209,900.      MT  (+/- 180 meters Scaled)
 GP0388
 GP0388                          SUPERSEDED SURVEY CONTROL
 GP0388
 GP0388.No superseded survey control is available for this station.
 GP0388
 GP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF707907(NAD 83)
 GP0388_MARKER: I = METAL ROD
 GP0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0388_SP_SET: STAINLESS STEEL ROD
 GP0388_STAMPING: A 507 1983
 GP0388_MARK LOGO: NGS   
 GP0388_PROJECTION: FLUSH
 GP0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0388_ROD/PIPE-DEPTH: 5.5  meters
 GP0388
 GP0388  HISTORY     - Date     Condition        Report By
 GP0388  HISTORY     - 1983     MONUMENTED       NGS
 GP0388
 GP0388                          STATION DESCRIPTION
 GP0388
 GP0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0388'32.2 KM (20.0 MI) NORTH FROM KAYENTA.
 GP0388'32.2 KM (20.0 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0388'WITH U.S. HIGHWAY 160 IN KAYENTA, 0.6 KM (0.35 MI) SOUTH OF MILEPOST
 GP0388'414, 5.1 KM (3.15 MI) SOUTHWEST OF THE ARIZONA-UTAH STATE LINE,
 GP0388'22.8 METERS (74.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0388'4.5 METERS (14.8 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE.
 GP0388'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0388'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0372 ***********************************************************************
 GP0372  DESIGNATION -  A 508
 GP0372  PID         -  GP0372
 GP0372  STATE/COUNTY-  AZ/COCONINO
 GP0372  USGS QUAD   -  BODAWAY MESA (1988)
 GP0372
 GP0372                         *CURRENT SURVEY CONTROL
 GP0372  ___________________________________________________________________
 GP0372* NAD 83(1986)-  36 22 25.     (N)    111 30 59.     (W)     SCALED    
 GP0372* NAVD 88     -      1794.551  (meters)    5887.62   (feet)  ADJUSTED  
 GP0372  ___________________________________________________________________
 GP0372  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 GP0372  DYNAMIC HT  -        1792.284 (meters)    5880.19  (feet)  COMP
 GP0372  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 GP0372
 GP0372  VERT ORDER  -  FIRST     CLASS II
 GP0372
 GP0372.The horizontal coordinates were scaled from a topographic map and have
 GP0372.an estimated accuracy of +/- 6 seconds.
 GP0372
 GP0372.The orthometric height was determined by differential leveling
 GP0372.and adjusted in June 1991.
 GP0372
 GP0372.The geoid height was determined by GEOID03.
 GP0372
 GP0372.The dynamic height is computed by dividing the NAVD 88
 GP0372.geopotential number by the normal gravity value computed on the
 GP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0372.degrees latitude (g = 980.6199 gals.).
 GP0372
 GP0372.The modeled gravity was interpolated from observed gravity values.
 GP0372
 GP0372;                    North         East    Units  Estimated Accuracy
 GP0372;SPC AZ C     -   596,040.      249,280.      MT  (+/- 180 meters Scaled)
 GP0372
 GP0372                          SUPERSEDED SURVEY CONTROL
 GP0372
 GP0372.No superseded survey control is available for this station.
 GP0372
 GP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF536255(NAD 83)
 GP0372_MARKER: DB = BENCH MARK DISK
 GP0372_SETTING: 66 = SET IN ROCK OUTCROP
 GP0372_SP_SET: ROCK OUTCROP
 GP0372_STAMPING: A 508 1983
 GP0372_MARK LOGO: NGS   
 GP0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0372+STABILITY: POSITION/ELEVATION WELL
 GP0372
 GP0372  HISTORY     - Date     Condition        Report By
 GP0372  HISTORY     - 1983     MONUMENTED       NGS
 GP0372
 GP0372                          STATION DESCRIPTION
 GP0372
 GP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0372'9.4 KM (5.8 MI) NW FROM THE GAP.
 GP0372'9.4 KM (5.85 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0372'AT THE GAP, IN TOP OF AND 1.5 METERS (5 FT) NORTHWEST OF THE SOUTHEAST
 GP0372'EDGE OF A 9- BY 28-FOOT PORTION OF LIMESTONE BEDROCK FLUSH WITH AND IN
 GP0372'THE SLOPING CUT BANK, 0.15 KM (0.1 MI) SOUTHEAST OF MILEPOST 504,
 GP0372'0.1 KM (0.05 MI) NORTHWEST OF THE T-JUNCTION OF A PAVED ACCESS ROAD
 GP0372'LEADING NORTHEAST, 17.7 METERS (58 FT) SOUTHWEST OF THE HIGHWAY
 GP0372'CENTERLINE, 42.3 METERS (139 FT) SOUTHEAST OF THE SOUTHWEST END OF THE
 GP0372'SOUTHEAST ONE OF THREE 36-INCH CORRUGATED METAL PIPE CULVERTS,
 GP0372'13.5 METERS (44.5 FT) NORTHEAST OF AND 2.4 METERS (8 FT) BELOW THE
 GP0372'RIGHT OF WAY FENCE.
 GP0372'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 GP0372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0244 ***********************************************************************
 GP0244  DESIGNATION -  A 51
 GP0244  PID         -  GP0244
 GP0244  STATE/COUNTY-  AZ/COCONINO
 GP0244  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0244
 GP0244                         *CURRENT SURVEY CONTROL
 GP0244  ___________________________________________________________________
 GP0244* NAD 83(1986)-  36 46 58.     (N)    111 41 17.     (W)     SCALED    
 GP0244* NAVD 88     -      1139.051  (meters)    3737.04   (feet)  POSTED    
 GP0244  ___________________________________________________________________
 GP0244  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0244  DYNAMIC HT  -        1137.740 (meters)    3732.74  (feet)  COMP
 GP0244  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 GP0244
 GP0244  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0244
 GP0244.The horizontal coordinates were scaled from a topographic map and have
 GP0244.an estimated accuracy of +/- 6 seconds.
 GP0244
 GP0244.The orthometric height was determined by differential leveling
 GP0244.and adjusted by the  in 1992.
 GP0244.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0244.rate of 0.0 thru 1.0 mm/km.
 GP0244
 GP0244.The geoid height was determined by GEOID03.
 GP0244
 GP0244.The dynamic height is computed by dividing the NAVD 88
 GP0244.geopotential number by the normal gravity value computed on the
 GP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0244.degrees latitude (g = 980.6199 gals.).
 GP0244
 GP0244.The modeled gravity was interpolated from observed gravity values.
 GP0244
 GP0244;                    North         East    Units  Estimated Accuracy
 GP0244;SPC AZ C     -   641,390.      233,770.      MT  (+/- 180 meters Scaled)
 GP0244
 GP0244                          SUPERSEDED SURVEY CONTROL
 GP0244
 GP0244  NGVD 29 (??/??/92) 1138.162  (m)         3734.12   (f) ADJ UNCH    1 2
 GP0244
 GP0244.Superseded values are not recommended for survey control.
 GP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0244.See file dsdata.txt to determine how the superseded data were derived.
 GP0244
 GP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF386709(NAD 83)
 GP0244_MARKER: DB = BENCH MARK DISK
 GP0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0244_SP_SET: CURBING
 GP0244_STAMPING: A 51 1934
 GP0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0244
 GP0244  HISTORY     - Date     Condition        Report By
 GP0244  HISTORY     - 1934     MONUMENTED       CGS
 GP0244  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0244
 GP0244                          STATION DESCRIPTION
 GP0244
 GP0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0244'3.9 MI SW FROM MARBLE CANYON.
 GP0244'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0244'MARBLE CANYON, COCONINO COUNTY, 200 YARDS WEST OF A SMALL HOUSE NORTH
 GP0244'OF THE HIGHWAY, AT THE CONCRETE AND STEEL BRIDGE OVER BADGER WASH, IN
 GP0244'THE TOP OF THE SOUTH CONCRETE CURBING, AND 3 FEET EAST OF THE WEST
 GP0244'END.  A STANDARD DISK, STAMPED A 51 1934.
 GP0244
 GP0244                          STATION RECOVERY (1993)
 GP0244
 GP0244'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1541 ***********************************************************************
 GR1541  DESIGNATION -  A 51
 GR1541  PID         -  GR1541
 GR1541  STATE/COUNTY-  AZ/MOHAVE
 GR1541  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1541
 GR1541                         *CURRENT SURVEY CONTROL
 GR1541  ___________________________________________________________________
 GR1541* NAD 83(1992)-  36 00 56.90588(N)    114 12 19.06583(W)     ADJUSTED  
 GR1541* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1541  ___________________________________________________________________
 GR1541  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 GR1541  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR1541  HORZ ORDER  -  THIRD
 GR1541
 GR1541.The horizontal coordinates were established by classical geodetic methods
 GR1541.and adjusted by the National Geodetic Survey in August 1993.
 GR1541
 GR1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1541
 GR1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1541
 GR1541.The geoid height was determined by GEOID03.
 GR1541
 GR1541;                    North         East     Units Scale Factor Converg.
 GR1541;SPC AZ W     -   556,381.094   172,319.623   MT  0.99995408   -0 16 03.8
 GR1541;SPC AZ W     - 1,825,397.29    565,353.09   iFT  0.99995408   -0 16 03.8
 GR1541;SPC NV E     - 8,141,302.697   324,215.428   MT  1.00009006   +0 48 37.4
 GR1541;SPC NV E     -26,710,257.27  1,063,696.78   sFT  1.00009006   +0 48 37.4
 GR1541;UTM  11      - 3,989,315.203   751,860.817   MT  1.00038169   +1 38 39.0
 GR1541
 GR1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1541!SPC AZ W     -   0.99994693  x   0.99995408  =   0.99990101
 GR1541!SPC NV E     -   0.99994693  x   1.00009006  =   1.00003699
 GR1541!UTM  11      -   0.99994693  x   1.00038169  =   1.00032860
 GR1541
 GR1541:                Primary Azimuth Mark                     Grid Az
 GR1541:SPC AZ W     -  A 49                                     252 53 12.4
 GR1541:SPC NV E     -  A 49                                     251 48 31.2
 GR1541:UTM  11      -  A 49                                     250 58 29.6
 GR1541
 GR1541|---------------------------------------------------------------------|
 GR1541| PID    Reference Object                     Distance      Geod. Az  |
 GR1541|                                                           dddmmss.s |
 GR1541| GR1538 A 49                                APPROX. 0.7 KM 2523708.6 |
 GR1541| GR1631 N 126                               386.247 METERS 33710     |
 GR1541|---------------------------------------------------------------------|
 GR1541
 GR1541                          SUPERSEDED SURVEY CONTROL
 GR1541
 GR1541  NAD 83(1986)-  36 00 56.89891(N)    114 12 19.06361(W) AD(       ) 3
 GR1541  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1541
 GR1541.Superseded values are not recommended for survey control.
 GR1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1541.See file dsdata.txt to determine how the superseded data were derived.
 GR1541
 GR1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5186189315(NAD 83)
 GR1541_MARKER: DS = TRIANGULATION STATION DISK
 GR1541_SETTING: 66 = SET IN ROCK OUTCROP
 GR1541_SP_SET: SET IN ROCK OUTCROP
 GR1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1541+STABILITY: POSITION/ELEVATION WELL
 GR1541
 GR1541  HISTORY     - Date     Condition        Report By
 GR1541  HISTORY     - 1948     MONUMENTED       USGS
 GR1541
 GR1541                          STATION DESCRIPTION
 GR1541
 GR1541'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1541'LOCATED ABOUT 2 MI E. OF N.P.S. LIGHT BASE AT WEST END OF VIRGIN
 GR1541'CANYON.  IN VIRGIN CANYON, ON SHEER, ROCKY SIDEHILL, ABOUT 10 FT.
 GR1541'ABOVE HIGH WATER MARK.
 GR1541'
 GR1541'TO REACH NOT GIVEN.
 GR1541'
 GR1541'STATION MARK--STANDARD TABLET STAMPED---A51 1948---, CEMENTED IN
 GR1541'ROCK OUTCROP.
 GR1541'
 GR1541'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0510 ***********************************************************************
 FQ0510  DESIGNATION -  A 510
 FQ0510  PID         -  FQ0510
 FQ0510  STATE/COUNTY-  AZ/COCONINO
 FQ0510  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0510
 FQ0510                         *CURRENT SURVEY CONTROL
 FQ0510  ___________________________________________________________________
 FQ0510* NAD 83(1986)-  35 52 10.     (N)    111 24 49.     (W)     SCALED    
 FQ0510* NAVD 88     -      1308.059  (meters)    4291.52   (feet)  ADJUSTED  
 FQ0510  ___________________________________________________________________
 FQ0510  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0510  DYNAMIC HT  -        1306.431 (meters)    4286.18  (feet)  COMP
 FQ0510  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 FQ0510
 FQ0510  VERT ORDER  -  FIRST     CLASS II
 FQ0510
 FQ0510.The horizontal coordinates were scaled from a topographic map and have
 FQ0510.an estimated accuracy of +/- 6 seconds.
 FQ0510
 FQ0510.The orthometric height was determined by differential leveling
 FQ0510.and adjusted in June 1991.
 FQ0510
 FQ0510.The geoid height was determined by GEOID03.
 FQ0510
 FQ0510.The dynamic height is computed by dividing the NAVD 88
 FQ0510.geopotential number by the normal gravity value computed on the
 FQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0510.degrees latitude (g = 980.6199 gals.).
 FQ0510
 FQ0510.The modeled gravity was interpolated from observed gravity values.
 FQ0510
 FQ0510;                    North         East    Units  Estimated Accuracy
 FQ0510;SPC AZ C     -   540,150.      258,790.      MT  (+/- 180 meters Scaled)
 FQ0510
 FQ0510                          SUPERSEDED SURVEY CONTROL
 FQ0510
 FQ0510.No superseded survey control is available for this station.
 FQ0510
 FQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE626695(NAD 83)
 FQ0510_MARKER: DB = BENCH MARK DISK
 FQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0510_SP_SET: ROCK OUTCROP
 FQ0510_STAMPING: A 510 1983
 FQ0510_MARK LOGO: NGS   
 FQ0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0510+STABILITY: POSITION/ELEVATION WELL
 FQ0510
 FQ0510  HISTORY     - Date     Condition        Report By
 FQ0510  HISTORY     - 1983     MONUMENTED       NGS
 FQ0510
 FQ0510                          STATION DESCRIPTION
 FQ0510
 FQ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0510'0.6 KM (0.4 MI) SOUTH FROM CAMERON.
 FQ0510'0.6 KM (0.4 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0510'CAMERON, IN TOP OF A 4 BY 6 FOOT PORTION OF SANDSTONE OUTCROP IN THE
 FQ0510'EAST RIGHT OF WAY LINE, 18.2 METERS (60 FT) EAST OF THE HIGHWAY
 FQ0510'CENTERLINE, 6.4 METERS (21 FT) WEST OF THE EAST RIGHT OF WAY FENCE.
 FQ0510'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0510'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0351 ***********************************************************************
 GP0351  DESIGNATION -  A 511
 GP0351  PID         -  GP0351
 GP0351  STATE/COUNTY-  AZ/COCONINO
 GP0351  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0351
 GP0351                         *CURRENT SURVEY CONTROL
 GP0351  ___________________________________________________________________
 GP0351* NAD 83(2007)-  36 09 05.19662(N)    111 23 51.94086(W)     ADJUSTED  
 GP0351* NAVD 88     -      1446.713  (meters)    4746.42   (feet)  ADJUSTED  
 GP0351  ___________________________________________________________________
 GP0351  EPOCH DATE  -        2007.00
 GP0351  X           -  -1,881,574.197 (meters)                     COMP
 GP0351  Y           -  -4,801,763.713 (meters)                     COMP
 GP0351  Z           -   3,742,613.135 (meters)                     COMP
 GP0351  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GP0351  ELLIP HEIGHT-        1423.272 (meters)          (02/10/07) ADJUSTED
 GP0351  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0351  DYNAMIC HT  -        1444.939 (meters)    4740.60  (feet)  COMP
 GP0351
 GP0351  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0351  Type    PID    Designation                      North   East  Ellip
 GP0351  -------------------------------------------------------------------
 GP0351  NETWORK GP0351 A 511                             0.39   0.31   0.78
 GP0351  -------------------------------------------------------------------
 GP0351  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 GP0351
 GP0351  VERT ORDER  -  FIRST     CLASS II
 GP0351
 GP0351.The horizontal coordinates were established by GPS observations
 GP0351.and adjusted by the National Geodetic Survey in February 2007.
 GP0351
 GP0351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0351.The horizontal coordinates are valid at the epoch date displayed above.
 GP0351.The epoch date for horizontal control is a decimal equivalence
 GP0351.of Year/Month/Day.
 GP0351
 GP0351.The orthometric height was determined by differential leveling
 GP0351.and adjusted in June 1991.
 GP0351
 GP0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0351
 GP0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0351
 GP0351.The ellipsoidal height was determined by GPS observations
 GP0351.and is referenced to NAD 83.
 GP0351
 GP0351.The geoid height was determined by GEOID03.
 GP0351
 GP0351.The dynamic height is computed by dividing the NAVD 88
 GP0351.geopotential number by the normal gravity value computed on the
 GP0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0351.degrees latitude (g = 980.6199 gals.).
 GP0351
 GP0351.The modeled gravity was interpolated from observed gravity values.
 GP0351
 GP0351;                    North         East     Units Scale Factor Converg.
 GP0351;SPC AZ C     -   571,440.176   260,052.326   MT  0.99992685   +0 18 22.0
 GP0351;SPC AZ C     - 1,874,803.73    853,190.05   iFT  0.99992685   +0 18 22.0
 GP0351;UTM  12      - 4,000,819.233   464,219.295   MT  0.99961577   -0 14 04.7
 GP0351
 GP0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0351!SPC AZ C     -   0.99977667  x   0.99992685  =   0.99970354
 GP0351!UTM  12      -   0.99977667  x   0.99961577  =   0.99939253
 GP0351
 GP0351                          SUPERSEDED SURVEY CONTROL
 GP0351
 GP0351  NAD 83(1992)-  36 09 05.19653(N)    111 23 51.94050(W) AD(       ) B
 GP0351  ELLIP H (08/22/05) 1423.275  (m)                       GP(       ) 3 1
 GP0351  NAVD 88 (08/22/05) 1446.76   (m)         4746.6    (f) LEVELING    3  
 GP0351
 GP0351.Superseded values are not recommended for survey control.
 GP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0351.See file dsdata.txt to determine how the superseded data were derived.
 GP0351
 GP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6421900819(NAD 83)
 GP0351_MARKER: DB = BENCH MARK DISK
 GP0351_SETTING: 66 = SET IN ROCK OUTCROP
 GP0351_SP_SET: ROCK OUTCROP
 GP0351_STAMPING: A 511 1983
 GP0351_MARK LOGO: NGS   
 GP0351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0351+STABILITY: POSITION/ELEVATION WELL
 GP0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0351+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0351
 GP0351  HISTORY     - Date     Condition        Report By
 GP0351  HISTORY     - 1983     MONUMENTED       NGS
 GP0351  HISTORY     - 20050401 GOOD             NGS
 GP0351
 GP0351                          STATION DESCRIPTION
 GP0351
 GP0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0351'31.4 KM (19.5 MI) NORTH FROM CAMERON.
 GP0351'31.4 KM (19.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0351'CAMERON, AT THE T JUNCTION OF A ROAD LEADING WEST, IN TOP OF A
 GP0351'SANDSTONE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 0.2 KM (0.1
 GP0351'MI) SOUTH OF MILEPOST 486, 91.4 METERS (300 FT) NORTH OF THE CENTER OF
 GP0351'A DIRT ROAD LEADING WEST, 28.9 METERS (95 FT) WEST OF THE HIGHWAY
 GP0351'CENTERLINE, 48.7 METERS (160 FT) SOUTHEAST OF A SINGLE FENCE POST.
 GP0351'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 GP0351'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 GP0351
 GP0351                          STATION RECOVERY (2005)
 GP0351
 GP0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0436 ***********************************************************************
 GP0436  DESIGNATION -  A 512
 GP0436  PID         -  GP0436
 GP0436  STATE/COUNTY-  AZ/COCONINO
 GP0436  USGS QUAD   -  COW SPRINGS (1970)
 GP0436
 GP0436                         *CURRENT SURVEY CONTROL
 GP0436  ___________________________________________________________________
 GP0436* NAD 83(1986)-  36 25 01.     (N)    110 48 39.     (W)     SCALED    
 GP0436* NAVD 88     -      1793.577  (meters)    5884.43   (feet)  ADJUSTED  
 GP0436  ___________________________________________________________________
 GP0436  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 GP0436  DYNAMIC HT  -        1791.323 (meters)    5877.03  (feet)  COMP
 GP0436  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 GP0436
 GP0436  VERT ORDER  -  FIRST     CLASS II
 GP0436
 GP0436.The horizontal coordinates were scaled from a topographic map and have
 GP0436.an estimated accuracy of +/- 6 seconds.
 GP0436
 GP0436.The orthometric height was determined by differential leveling
 GP0436.and adjusted in June 1991.
 GP0436
 GP0436.The geoid height was determined by GEOID03.
 GP0436
 GP0436.The dynamic height is computed by dividing the NAVD 88
 GP0436.geopotential number by the normal gravity value computed on the
 GP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0436.degrees latitude (g = 980.6199 gals.).
 GP0436
 GP0436.The modeled gravity was interpolated from observed gravity values.
 GP0436
 GP0436;                    North         East    Units  Estimated Accuracy
 GP0436;SPC AZ C     -   601,340.      312,530.      MT  (+/- 180 meters Scaled)
 GP0436
 GP0436                          SUPERSEDED SURVEY CONTROL
 GP0436
 GP0436.No superseded survey control is available for this station.
 GP0436
 GP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF169302(NAD 83)
 GP0436_MARKER: I = METAL ROD
 GP0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0436_SP_SET: STAINLESS STEEL ROD
 GP0436_STAMPING: A 512 1983
 GP0436_MARK LOGO: NGS   
 GP0436_PROJECTION: FLUSH
 GP0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0436_ROD/PIPE-DEPTH: 6.7  meters
 GP0436
 GP0436  HISTORY     - Date     Condition        Report By
 GP0436  HISTORY     - 1983     MONUMENTED       NGS
 GP0436
 GP0436                          STATION DESCRIPTION
 GP0436
 GP0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0436'52.1 KM (32.35 MI) NE FROM TUBA CITY.
 GP0436'52.1 KM (32.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0436'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 1.0 KM (0.6 MI)
 GP0436'NORTHEAST OF THE COW SPRINGS TRADING POST, 0.2 KM (0.1 MI) SOUTHEAST
 GP0436'OF MILEPOST 354, 30.3 METERS (99.4 FT) SOUTHEAST OF THE OF THE
 GP0436'CENTERLINE OF THE HIGHWAY, AND 13.3 METERS (43.6 FT) SOUTHWEST OF THE
 GP0436'CENTER OF A DIRT ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT
 GP0436'IS THROUGH A 5-INCH LOGO CAP.
 GP0436'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0409 ***********************************************************************
 GP0409  DESIGNATION -  A 513
 GP0409  PID         -  GP0409
 GP0409  STATE/COUNTY-  AZ/NAVAJO
 GP0409  USGS QUAD   -  MARSH PASS (1968)
 GP0409
 GP0409                         *CURRENT SURVEY CONTROL
 GP0409  ___________________________________________________________________
 GP0409* NAD 83(1986)-  36 40 58.     (N)    110 22 53.     (W)     SCALED    
 GP0409* NAVD 88     -      1840.753  (meters)    6039.20   (feet)  ADJUSTED  
 GP0409  ___________________________________________________________________
 GP0409  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GP0409  DYNAMIC HT  -        1838.481 (meters)    6031.75  (feet)  COMP
 GP0409  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 GP0409
 GP0409  VERT ORDER  -  FIRST     CLASS II
 GP0409
 GP0409.The horizontal coordinates were scaled from a topographic map and have
 GP0409.an estimated accuracy of +/- 6 seconds.
 GP0409
 GP0409.The orthometric height was determined by differential leveling
 GP0409.and adjusted in June 1991.
 GP0409
 GP0409.The geoid height was determined by GEOID03.
 GP0409
 GP0409.The dynamic height is computed by dividing the NAVD 88
 GP0409.geopotential number by the normal gravity value computed on the
 GP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0409.degrees latitude (g = 980.6199 gals.).
 GP0409
 GP0409.The modeled gravity was interpolated from observed gravity values.
 GP0409
 GP0409;                    North         East    Units  Estimated Accuracy
 GP0409;SPC AZ E     -   630,290.      194,170.      MT  (+/- 180 meters Scaled)
 GP0409
 GP0409                          SUPERSEDED SURVEY CONTROL
 GP0409
 GP0409.No superseded survey control is available for this station.
 GP0409
 GP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF552598(NAD 83)
 GP0409_MARKER: DB = BENCH MARK DISK
 GP0409_SETTING: 66 = SET IN ROCK OUTCROP
 GP0409_SP_SET: ROCK OUTCROP
 GP0409_STAMPING: A 513 1983
 GP0409_MARK LOGO: NGS   
 GP0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0409+STABILITY: POSITION/ELEVATION WELL
 GP0409
 GP0409  HISTORY     - Date     Condition        Report By
 GP0409  HISTORY     - 1983     MONUMENTED       NGS
 GP0409
 GP0409                          STATION DESCRIPTION
 GP0409
 GP0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0409'12.5 KM (7.75 MI) SW FROM KAYENTA.
 GP0409'12.5 KM (7.75 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0409'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHWEST
 GP0409'OF MILEPOST 386, IN THE CENTER OF THE NORTHERN 1/2 OF A 48- BY 96-FOOT
 GP0409'EXPOSED AREA OF OUTCROPPING BEDROCK, 33.9 METERS (111.2 FT) SOUTHEAST
 GP0409'OF THE CENTERLINE OF THE HIGHWAY, 10.1 METERS (33.1 FT) SOUTH OF THE
 GP0409'NORTH EDGE OF THE OUTCROP, AND 7.3 METERS (24.0 FT) EAST OF THE WEST
 GP0409'EDGE OF THE OUTCROP.
 GP0409'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GP0409'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2492 ***********************************************************************
 CZ2492  DESIGNATION -  A 516
 CZ2492  PID         -  CZ2492
 CZ2492  STATE/COUNTY-  AZ/PINAL
 CZ2492  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ2492
 CZ2492                         *CURRENT SURVEY CONTROL
 CZ2492  ___________________________________________________________________
 CZ2492* NAD 83(1986)-  32 40 51.     (N)    111 26 31.     (W)     SCALED    
 CZ2492* NAVD 88     -       519.596  (meters)    1704.71   (feet)  ADJUSTED  
 CZ2492  ___________________________________________________________________
 CZ2492  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ2492  DYNAMIC HT  -         518.938 (meters)    1702.55  (feet)  COMP
 CZ2492  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 CZ2492
 CZ2492  VERT ORDER  -  FIRST     CLASS II
 CZ2492
 CZ2492.The horizontal coordinates were scaled from a topographic map and have
 CZ2492.an estimated accuracy of +/- 6 seconds.
 CZ2492
 CZ2492.The orthometric height was determined by differential leveling
 CZ2492.and adjusted in November 1993.
 CZ2492
 CZ2492.The geoid height was determined by GEOID03.
 CZ2492
 CZ2492.The dynamic height is computed by dividing the NAVD 88
 CZ2492.geopotential number by the normal gravity value computed on the
 CZ2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2492.degrees latitude (g = 980.6199 gals.).
 CZ2492
 CZ2492.The modeled gravity was interpolated from observed gravity values.
 CZ2492
 CZ2492;                    North         East    Units  Estimated Accuracy
 CZ2492;SPC AZ C     -   186,460.      257,880.      MT  (+/- 180 meters Scaled)
 CZ2492
 CZ2492                          SUPERSEDED SURVEY CONTROL
 CZ2492
 CZ2492.No superseded survey control is available for this station.
 CZ2492
 CZ2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB585159(NAD 83)
 CZ2492_MARKER: I = METAL ROD
 CZ2492_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2492_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2492_STAMPING: A 516 1991
 CZ2492_MARK LOGO: NGS   
 CZ2492_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ2492_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2492+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CZ2492_ROD/PIPE-DEPTH: 12.5 meters
 CZ2492_SLEEVE-DEPTH  : 0.9 meters
 CZ2492
 CZ2492  HISTORY     - Date     Condition        Report By
 CZ2492  HISTORY     - 1991     MONUMENTED       NGS
 CZ2492  HISTORY     - 20030429 GOOD             NGS
 CZ2492
 CZ2492                          STATION DESCRIPTION
 CZ2492
 CZ2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2492'6.4 KM (3.95 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ2492'POST OFFICE IN PICACHO, 55.0 M (180.4 FT) WEST OF RAILROAD SIGNAL
 CZ2492'NUMBER 9416, 49.3 M (161.7 FT) NORTHWEST OF A UTILITY POLE WITH A GUY
 CZ2492'CABLE, 26.7 M (87.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 CZ2492'PACIFIC RAILROAD, 12.4 M (40.7 FT) NORTHEAST OF THE ROAD CENTERLINE,
 CZ2492'2.6 M (8.5 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) NORTHWEST
 CZ2492'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 CZ2492'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2492
 CZ2492                          STATION RECOVERY (2003)
 CZ2492
 CZ2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ2492'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2291 ***********************************************************************
 DU2291  DESIGNATION -  A 517
 DU2291  PID         -  DU2291
 DU2291  STATE/COUNTY-  AZ/PINAL
 DU2291  USGS QUAD   -  FLORENCE (1981)
 DU2291
 DU2291                         *CURRENT SURVEY CONTROL
 DU2291  ___________________________________________________________________
 DU2291* NAD 83(1986)-  33 07 04.     (N)    111 27 24.     (W)     SCALED    
 DU2291* NAVD 88     -       469.509  (meters)    1540.38   (feet)  ADJUSTED  
 DU2291  ___________________________________________________________________
 DU2291  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2291  DYNAMIC HT  -         468.938 (meters)    1538.51  (feet)  COMP
 DU2291  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 DU2291
 DU2291  VERT ORDER  -  FIRST     CLASS II
 DU2291
 DU2291.The horizontal coordinates were scaled from a topographic map and have
 DU2291.an estimated accuracy of +/- 6 seconds.
 DU2291
 DU2291.The orthometric height was determined by differential leveling
 DU2291.and adjusted in November 1993.
 DU2291
 DU2291.The geoid height was determined by GEOID03.
 DU2291
 DU2291.The dynamic height is computed by dividing the NAVD 88
 DU2291.geopotential number by the normal gravity value computed on the
 DU2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2291.degrees latitude (g = 980.6199 gals.).
 DU2291
 DU2291.The modeled gravity was interpolated from observed gravity values.
 DU2291
 DU2291;                    North         East    Units  Estimated Accuracy
 DU2291;SPC AZ C     -   234,910.      256,290.      MT  (+/- 180 meters Scaled)
 DU2291
 DU2291                          SUPERSEDED SURVEY CONTROL
 DU2291
 DU2291.No superseded survey control is available for this station.
 DU2291
 DU2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB573644(NAD 83)
 DU2291_MARKER: I = METAL ROD
 DU2291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2291_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2291_STAMPING: A 517 1992
 DU2291_MARK LOGO: NGS   
 DU2291_PROJECTION: FLUSH
 DU2291_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2291+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 DU2291_ROD/PIPE-DEPTH: 3.6  meters
 DU2291_SLEEVE-DEPTH  : 0.9 meters
 DU2291
 DU2291  HISTORY     - Date     Condition        Report By
 DU2291  HISTORY     - 1992     MONUMENTED       NGS
 DU2291  HISTORY     - 20070509 GOOD             GEOCAC
 DU2291
 DU2291                          STATION DESCRIPTION
 DU2291
 DU2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2291'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU2291'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU2291'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 7.4 KM
 DU2291'(4.60 MI) NORTHERLY ALONG FELIX ROAD, 58.6 M (192.3 FT) SOUTH OF THE
 DU2291'CENTER OF ARIZONA FARMS ROAD, 10.1 M (33.1 FT) WEST OF THE ROAD
 DU2291'CENTERLINE, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE,
 DU2291'0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST
 DU2291'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DU2291'THROUGH A 5-INCH LOGO CAP.
 DU2291
 DU2291                          STATION RECOVERY (2007)
 DU2291
 DU2291'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2317 ***********************************************************************
 DU2317  DESIGNATION -  A 518
 DU2317  PID         -  DU2317
 DU2317  STATE/COUNTY-  AZ/MARICOPA
 DU2317  USGS QUAD   -  MESA (1982)
 DU2317
 DU2317                         *CURRENT SURVEY CONTROL
 DU2317  ___________________________________________________________________
 DU2317* NAD 83(1986)-  33 24 56.     (N)    111 45 33.     (W)     SCALED    
 DU2317* NAVD 88     -       388.720  (meters)    1275.33   (feet)  ADJUSTED  
 DU2317  ___________________________________________________________________
 DU2317  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DU2317  DYNAMIC HT  -         388.260 (meters)    1273.82  (feet)  COMP
 DU2317  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 DU2317
 DU2317  VERT ORDER  -  FIRST     CLASS II
 DU2317
 DU2317.The horizontal coordinates were scaled from a topographic map and have
 DU2317.an estimated accuracy of +/- 6 seconds.
 DU2317
 DU2317.The orthometric height was determined by differential leveling
 DU2317.and adjusted in November 1993.
 DU2317
 DU2317.The geoid height was determined by GEOID03.
 DU2317
 DU2317.The dynamic height is computed by dividing the NAVD 88
 DU2317.geopotential number by the normal gravity value computed on the
 DU2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2317.degrees latitude (g = 980.6199 gals.).
 DU2317
 DU2317.The modeled gravity was interpolated from observed gravity values.
 DU2317
 DU2317;                    North         East    Units  Estimated Accuracy
 DU2317;SPC AZ C     -   267,850.      228,010.      MT  (+/- 180 meters Scaled)
 DU2317
 DU2317                          SUPERSEDED SURVEY CONTROL
 DU2317
 DU2317.No superseded survey control is available for this station.
 DU2317
 DU2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB294976(NAD 83)
 DU2317_MARKER: I = METAL ROD
 DU2317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2317_SP_SET: STAINLESS STEEL ROD
 DU2317_STAMPING: A 518 1992
 DU2317_MARK LOGO: NGS   
 DU2317_PROJECTION: FLUSH
 DU2317_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2317+STABILITY: POSITION/ELEVATION WELL
 DU2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2317+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU2317_ROD/PIPE-DEPTH: 5.5  meters
 DU2317
 DU2317  HISTORY     - Date     Condition        Report By
 DU2317  HISTORY     - 1992     MONUMENTED       NGS
 DU2317  HISTORY     - 20051230 GOOD             GEOCAC
 DU2317  HISTORY     - 20080501 GOOD             GEOCAC
 DU2317
 DU2317                          STATION DESCRIPTION
 DU2317
 DU2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2317'7.5 KM (4.65 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2317'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, 10.0 M
 DU2317'(32.8 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE WESTBOUND LANES
 DU2317'OF THE HIGHWAY, 9.2 M (30.2 FT) WEST OF THE CENTER OF CYPRESS ESTATES
 DU2317'MOBILE HOME PARK ENTRANCE ROAD, 1.2 M (3.9 FT) NORTH OF THE SOUTH END
 DU2317'OF A BRICK WALL, 0.5 M (1.6 FT) WEST OF THE WALL, AND 0.3 M (1.0 FT)
 DU2317'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 DU2317'A 5-INCH LOGO CAP.
 DU2317
 DU2317                          STATION RECOVERY (2005)
 DU2317
 DU2317'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2317'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE SOUTH END OF THE
 DU2317'BRICK WALL WAS DEMOLISHED, THE MOBILE HOME PARK DOES NOT HAVE AN
 DU2317'EXTERNAL SIGN BUT HAS A POSTED ADDRESS OF 3330 (EAST MAIN STREET), AND
 DU2317'THE MARK IS 6.5 FEET NORTH OF THE SIDEWALK. COORDINATES ARE
 DU2317'33 24 56.34 (N)   111 45 33.48 (W) (NAD 83).
 DU2317' 
 DU2317
 DU2317                          STATION RECOVERY (2008)
 DU2317
 DU2317'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2317'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU2317'24.939' W111 45.560'. THE BLOCK WALL HAS BEEN REDUCED TO A ROW OF
 DU2317'BLOCK AT GROUND LEVEL. THE CYPRESS ESTATES MOBILE PARK HAS ERECTED A
 DU2317'NEW SIGN 7.5 FEET NORTHEAST OF THE MARK. SOME LANDSCAPING WORK AT THE
 DU2317'MARK LOCATION HAS BURIED THE MARK, WHICH IS NOW .5 FEET BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2290 ***********************************************************************
 DV2290  DESIGNATION -  A 519
 DV2290  PID         -  DV2290
 DV2290  STATE/COUNTY-  AZ/MARICOPA
 DV2290  USGS QUAD   -  PHOENIX (1982)
 DV2290
 DV2290                         *CURRENT SURVEY CONTROL
 DV2290  ___________________________________________________________________
 DV2290* NAD 83(1986)-  33 24 22.     (N)    112 00 47.     (W)     SCALED    
 DV2290* NAVD 88     -       341.947  (meters)    1121.87   (feet)  ADJUSTED  
 DV2290  ___________________________________________________________________
 DV2290  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV2290  DYNAMIC HT  -         341.555 (meters)    1120.59  (feet)  COMP
 DV2290  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DV2290
 DV2290  VERT ORDER  -  FIRST     CLASS II
 DV2290
 DV2290.The horizontal coordinates were scaled from a topographic map and have
 DV2290.an estimated accuracy of +/- 6 seconds.
 DV2290
 DV2290.The orthometric height was determined by differential leveling
 DV2290.and adjusted in November 1993.
 DV2290
 DV2290.The geoid height was determined by GEOID03.
 DV2290
 DV2290.The dynamic height is computed by dividing the NAVD 88
 DV2290.geopotential number by the normal gravity value computed on the
 DV2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2290.degrees latitude (g = 980.6199 gals.).
 DV2290
 DV2290.The modeled gravity was interpolated from observed gravity values.
 DV2290
 DV2290;                    North         East    Units  Estimated Accuracy
 DV2290;SPC AZ C     -   266,790.      204,400.      MT  (+/- 180 meters Scaled)
 DV2290
 DV2290                          SUPERSEDED SURVEY CONTROL
 DV2290
 DV2290.No superseded survey control is available for this station.
 DV2290
 DV2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB057967(NAD 83)
 DV2290_MARKER: DV = VERTICAL CONTROL DISK
 DV2290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV2290_SP_SET: BUILDING
 DV2290_STAMPING: A 519 1992
 DV2290_MARK LOGO: NGS   
 DV2290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2290+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DV2290
 DV2290  HISTORY     - Date     Condition        Report By
 DV2290  HISTORY     - 1992     MONUMENTED       NGS
 DV2290  HISTORY     - 20061025 GOOD             GEOCAC
 DV2290
 DV2290                          STATION DESCRIPTION
 DV2290
 DV2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2290'IN PHOENIX, AT 4416 SOUTH 32ND STREET, SET VERTICALLY IN THE EAST
 DV2290'FACE OF THE NORTH BAY OF PHOENIX FIRE STATION 23, 18.0 M (59.1 FT)
 DV2290'WEST OF THE STREET CENTERLINE, 1.5 M (4.9 FT) ABOVE THE GROUND
 DV2290'SURFACE, AND 0.2 M (0.7 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 DV2290'BUILDING.
 DV2290
 DV2290                          STATION RECOVERY (2006)
 DV2290
 DV2290'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0031 ***********************************************************************
 GQ0031  DESIGNATION -  A 52
 GQ0031  PID         -  GQ0031
 GQ0031  STATE/COUNTY-  AZ/COCONINO
 GQ0031  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0031
 GQ0031                         *CURRENT SURVEY CONTROL
 GQ0031  ___________________________________________________________________
 GQ0031* NAD 83(1986)-  36 49 31.     (N)    112 15 14.     (W)     SCALED    
 GQ0031* NAVD 88     -      2090.093  (meters)    6857.25   (feet)  POSTED    
 GQ0031  ___________________________________________________________________
 GQ0031  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 GQ0031  DYNAMIC HT  -        2087.440 (meters)    6848.54  (feet)  COMP
 GQ0031  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 GQ0031
 GQ0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0031
 GQ0031.The horizontal coordinates were scaled from a topographic map and have
 GQ0031.an estimated accuracy of +/- 6 seconds.
 GQ0031
 GQ0031.The orthometric height was determined by differential leveling
 GQ0031.and adjusted by the  in 1992.
 GQ0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0031.rate of 0.0 thru 1.0 mm/km.
 GQ0031
 GQ0031.The geoid height was determined by GEOID03.
 GQ0031
 GQ0031.The dynamic height is computed by dividing the NAVD 88
 GQ0031.geopotential number by the normal gravity value computed on the
 GQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0031.degrees latitude (g = 980.6199 gals.).
 GQ0031
 GQ0031.The modeled gravity was interpolated from observed gravity values.
 GQ0031
 GQ0031;                    North         East    Units  Estimated Accuracy
 GQ0031;SPC AZ C     -   646,140.      183,280.      MT  (+/- 180 meters Scaled)
 GQ0031
 GQ0031                          SUPERSEDED SURVEY CONTROL
 GQ0031
 GQ0031  NGVD 29 (??/??/92) 2088.971  (m)         6853.57   (f) ADJ UNCH    1 2
 GQ0031
 GQ0031.Superseded values are not recommended for survey control.
 GQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0031.See file dsdata.txt to determine how the superseded data were derived.
 GQ0031
 GQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF881762(NAD 83)
 GQ0031_MARKER: DB = BENCH MARK DISK
 GQ0031_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0031_SP_SET: OUTCROP
 GQ0031_STAMPING: A 52 1934
 GQ0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0031+STABILITY: POSITION/ELEVATION WELL
 GQ0031
 GQ0031  HISTORY     - Date     Condition        Report By
 GQ0031  HISTORY     - 1934     MONUMENTED       CGS
 GQ0031  HISTORY     - 1966     MARK NOT FOUND   NGS
 GQ0031
 GQ0031                          STATION DESCRIPTION
 GQ0031
 GQ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0031'11.2 MI NW FROM JACOB LAKE.
 GQ0031'11.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0031'COUNTY, 50 YARDS SOUTHWEST OF A ROW OF POLES, 73 FEET NORTHEAST OF THE
 GQ0031'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP FLUSH
 GQ0031'WITH THE GROUND.  A STANDARD DISK, STAMPED A 52 1934.
 GQ0031
 GQ0031                          STATION RECOVERY (1966)
 GQ0031
 GQ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GQ0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1542 ***********************************************************************
 GR1542  DESIGNATION -  A 52
 GR1542  PID         -  GR1542
 GR1542  STATE/COUNTY-  AZ/MOHAVE
 GR1542  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1542
 GR1542                         *CURRENT SURVEY CONTROL
 GR1542  ___________________________________________________________________
 GR1542* NAD 83(1992)-  36 00 59.48308(N)    114 11 55.48298(W)     ADJUSTED  
 GR1542* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 GR1542  ___________________________________________________________________
 GR1542  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 GR1542  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GR1542  HORZ ORDER  -  THIRD
 GR1542
 GR1542.The horizontal coordinates were established by classical geodetic methods
 GR1542.and adjusted by the National Geodetic Survey in August 1993.
 GR1542
 GR1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1542
 GR1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1542
 GR1542.The geoid height was determined by GEOID03.
 GR1542
 GR1542;                    North         East     Units Scale Factor Converg.
 GR1542;SPC AZ W     -   556,457.785   172,910.481   MT  0.99995349   -0 15 49.9
 GR1542;SPC AZ W     - 1,825,648.90    567,291.60   iFT  0.99995349   -0 15 49.9
 GR1542;SPC NV E     - 8,141,390.504   324,804.819   MT  1.00009187   +0 48 51.4
 GR1542;SPC NV E     -26,710,545.35  1,065,630.48   sFT  1.00009187   +0 48 51.4
 GR1542;UTM  11      - 3,989,411.605   752,449.040   MT  1.00038535   +1 38 53.0
 GR1542
 GR1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1542!SPC AZ W     -   0.99994740  x   0.99995349  =   0.99990089
 GR1542!SPC NV E     -   0.99994740  x   1.00009187  =   1.00003927
 GR1542!UTM  11      -   0.99994740  x   1.00038535  =   1.00033273
 GR1542
 GR1542:                Primary Azimuth Mark                     Grid Az
 GR1542:SPC AZ W     -  A 51                                     262 36 16.6
 GR1542:SPC NV E     -  A 51                                     261 31 35.3
 GR1542:UTM  11      -  A 51                                     260 41 33.7
 GR1542
 GR1542|---------------------------------------------------------------------|
 GR1542| PID    Reference Object                     Distance      Geod. Az  |
 GR1542|                                                           dddmmss.s |
 GR1542| GR1541 A 51                                APPROX. 0.6 KM 2622026.7 |
 GR1542|---------------------------------------------------------------------|
 GR1542
 GR1542                          SUPERSEDED SURVEY CONTROL
 GR1542
 GR1542  NAD 83(1986)-  36 00 59.47614(N)    114 11 55.48093(W) AD(       ) 3
 GR1542  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG    3  
 GR1542
 GR1542.Superseded values are not recommended for survey control.
 GR1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1542.See file dsdata.txt to determine how the superseded data were derived.
 GR1542
 GR1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5244989412(NAD 83)
 GR1542_MARKER: DS = TRIANGULATION STATION DISK
 GR1542_SETTING: 66 = SET IN ROCK OUTCROP
 GR1542_SP_SET: SET IN ROCK OUTCROP
 GR1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1542+STABILITY: POSITION/ELEVATION WELL
 GR1542
 GR1542  HISTORY     - Date     Condition        Report By
 GR1542  HISTORY     - 1948     MONUMENTED       USGS
 GR1542
 GR1542                          STATION DESCRIPTION
 GR1542
 GR1542'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1542'LOCATED ABOUT 2.3 MI E. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1542'VIRGIN CANYON.  IN VIRGIN CANYON, ON ROCKY POINT, ABOUT 5 FT.
 GR1542'BELOW HIGH WATER MARK.
 GR1542'
 GR1542'TO REACH NOT GIVEN.
 GR1542'
 GR1542'STATION MARK--STANDARD TABLET STAMPED---A52 1948---, CEMENTED IN
 GR1542'ROCK OUTCROP.
 GR1542'
 GR1542'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2315 ***********************************************************************
 DV2315  DESIGNATION -  A 520
 DV2315  PID         -  DV2315
 DV2315  STATE/COUNTY-  AZ/MARICOPA
 DV2315  USGS QUAD   -  TOLLESON (1982)
 DV2315
 DV2315                         *CURRENT SURVEY CONTROL
 DV2315  ___________________________________________________________________
 DV2315* NAD 83(1986)-  33 25 13.     (N)    112 20 29.     (W)     SCALED    
 DV2315* NAVD 88     -       289.363  (meters)     949.35   (feet)  ADJUSTED  
 DV2315  ___________________________________________________________________
 DV2315  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV2315  DYNAMIC HT  -         289.030 (meters)     948.26  (feet)  COMP
 DV2315  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 DV2315
 DV2315  VERT ORDER  -  FIRST     CLASS II
 DV2315
 DV2315.The horizontal coordinates were scaled from a topographic map and have
 DV2315.an estimated accuracy of +/- 6 seconds.
 DV2315
 DV2315.The orthometric height was determined by differential leveling
 DV2315.and adjusted in November 1993.
 DV2315
 DV2315.The geoid height was determined by GEOID03.
 DV2315
 DV2315.The dynamic height is computed by dividing the NAVD 88
 DV2315.geopotential number by the normal gravity value computed on the
 DV2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2315.degrees latitude (g = 980.6199 gals.).
 DV2315
 DV2315.The modeled gravity was interpolated from observed gravity values.
 DV2315
 DV2315;                    North         East    Units  Estimated Accuracy
 DV2315;SPC AZ C     -   268,440.      173,860.      MT  (+/- 180 meters Scaled)
 DV2315
 DV2315                          SUPERSEDED SURVEY CONTROL
 DV2315
 DV2315.No superseded survey control is available for this station.
 DV2315
 DV2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB752986(NAD 83)
 DV2315_MARKER: DV = VERTICAL CONTROL DISK
 DV2315_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2315_SP_SET: FOOTING
 DV2315_STAMPING: A 520 1992
 DV2315_MARK LOGO: NGS   
 DV2315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2315+STABILITY: POSITION/ELEVATION WELL
 DV2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2315+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2002
 DV2315
 DV2315  HISTORY     - Date     Condition        Report By
 DV2315  HISTORY     - 1992     MONUMENTED       NGS
 DV2315  HISTORY     - 20021213 GOOD             MCDOT
 DV2315  HISTORY     - 20070323 GOOD             GEOCAC
 DV2315
 DV2315                          STATION DESCRIPTION
 DV2315
 DV2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2315'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2315'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2315'91ST AVENUE, THENCE 8.0 KM (4.95 MI) WESTERLY ALONG WEST LOWER
 DV2315'BUCKEYE ROAD, NEAR THE NORTHWEST EDGE OF THE NORTH CONCRETE FOOTING
 DV2315'FOR A HIGH LINE TOWER, 60.5 M (198.5 FT) SOUTH OF THE ROAD
 DV2315'CENTERLINE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE ROAD.
 DV2315
 DV2315                          STATION RECOVERY (2002)
 DV2315
 DV2315'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV2315'STATION RECOVERY SUCCESSFUL. MATCHED ELEVATION FROM STATION H 395 BY
 DV2315'-.042 FT USING RTK WITH THE MCDOT GDACS VERTICAL ADJUSTMENT.
 DV2315'A MORE ACCURATE GEODETIC POSITION IS (IN WGS 84)
 DV2315'LAT 33 25 12.9942
 DV2315'LONG -112 20 28.65574
 DV2315
 DV2315                          STATION RECOVERY (2007)
 DV2315
 DV2315'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2334 ***********************************************************************
 DV2334  DESIGNATION -  A 521
 DV2334  PID         -  DV2334
 DV2334  STATE/COUNTY-  AZ/MARICOPA
 DV2334  USGS QUAD   -  FOWLER (1982)
 DV2334
 DV2334                         *CURRENT SURVEY CONTROL
 DV2334  ___________________________________________________________________
 DV2334* NAD 83(1986)-  33 23 30.     (N)    112 10 07.     (W)     SCALED    
 DV2334* NAVD 88     -       309.164  (meters)    1014.32   (feet)  ADJUSTED  
 DV2334  ___________________________________________________________________
 DV2334  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV2334  DYNAMIC HT  -         308.811 (meters)    1013.16  (feet)  COMP
 DV2334  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DV2334
 DV2334  VERT ORDER  -  FIRST     CLASS II
 DV2334
 DV2334.The horizontal coordinates were scaled from a topographic map and have
 DV2334.an estimated accuracy of +/- 6 seconds.
 DV2334
 DV2334.The orthometric height was determined by differential leveling
 DV2334.and adjusted in August 1994.
 DV2334
 DV2334.The geoid height was determined by GEOID03.
 DV2334
 DV2334.The dynamic height is computed by dividing the NAVD 88
 DV2334.geopotential number by the normal gravity value computed on the
 DV2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2334.degrees latitude (g = 980.6199 gals.).
 DV2334
 DV2334.The modeled gravity was interpolated from observed gravity values.
 DV2334
 DV2334;                    North         East    Units  Estimated Accuracy
 DV2334;SPC AZ C     -   265,220.      189,920.      MT  (+/- 180 meters Scaled)
 DV2334
 DV2334                          SUPERSEDED SURVEY CONTROL
 DV2334
 DV2334.No superseded survey control is available for this station.
 DV2334
 DV2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913953(NAD 83)
 DV2334_MARKER: I = METAL ROD
 DV2334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2334_SP_SET: STAINLESS STEEL ROD
 DV2334_STAMPING: A 521 1994
 DV2334_MARK LOGO: NGS   
 DV2334_PROJECTION: FLUSH
 DV2334_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2334+STABILITY: POSITION/ELEVATION WELL
 DV2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2334+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DV2334_ROD/PIPE-DEPTH: 6.1  meters
 DV2334
 DV2334  HISTORY     - Date     Condition        Report By
 DV2334  HISTORY     - 1994     MONUMENTED       NGS
 DV2334  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV2334
 DV2334                          STATION DESCRIPTION
 DV2334
 DV2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2334'3.3 KM (2.05 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2334'LAVEEN, 28.7 M (94.2 FT) WEST OF THE AVENUE CENTER, 20.6 M (67.6 FT)
 DV2334'SOUTH OF THE CENTER OF SOUTHERN AVENUE, 2.1 M (6.9 FT) EAST OF THE
 DV2334'NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A WELL, 0.5 M
 DV2334'(1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE
 DV2334'THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 DV2334'A 5-INCH LOGO CAP.
 DV2334
 DV2334                          STATION RECOVERY (2006)
 DV2334
 DV2334'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2334'OTHER THAN THE INTERSECTION ITSELF, ALL ITEMS REFERENCED IN THE
 DV2334'DESCRIPTION HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2380 ***********************************************************************
 DU2380  DESIGNATION -  A 522
 DU2380  PID         -  DU2380
 DU2380  STATE/COUNTY-  AZ/MARICOPA
 DU2380  USGS QUAD   -  MESA (1982)
 DU2380
 DU2380                         *CURRENT SURVEY CONTROL
 DU2380  ___________________________________________________________________
 DU2380* NAD 83(1986)-  33 24 27.     (N)    111 50 04.     (W)     SCALED    
 DU2380* NAVD 88     -       375.668  (meters)    1232.50   (feet)  ADJUSTED  
 DU2380  ___________________________________________________________________
 DU2380  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2380  DYNAMIC HT  -         375.225 (meters)    1231.05  (feet)  COMP
 DU2380  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 DU2380
 DU2380  VERT ORDER  -  FIRST     CLASS II
 DU2380
 DU2380.The horizontal coordinates were scaled from a topographic map and have
 DU2380.an estimated accuracy of +/- 6 seconds.
 DU2380
 DU2380.The orthometric height was determined by differential leveling
 DU2380.and adjusted in August 1994.
 DU2380
 DU2380.The geoid height was determined by GEOID03.
 DU2380
 DU2380.The dynamic height is computed by dividing the NAVD 88
 DU2380.geopotential number by the normal gravity value computed on the
 DU2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2380.degrees latitude (g = 980.6199 gals.).
 DU2380
 DU2380.The modeled gravity was interpolated from observed gravity values.
 DU2380
 DU2380;                    North         East    Units  Estimated Accuracy
 DU2380;SPC AZ C     -   266,950.      221,010.      MT  (+/- 180 meters Scaled)
 DU2380
 DU2380                          SUPERSEDED SURVEY CONTROL
 DU2380
 DU2380.No superseded survey control is available for this station.
 DU2380
 DU2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224967(NAD 83)
 DU2380_MARKER: I = METAL ROD
 DU2380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2380_SP_SET: STAINLESS STEEL ROD
 DU2380_STAMPING: A 522 1994
 DU2380_MARK LOGO: NGS   
 DU2380_PROJECTION: FLUSH
 DU2380_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2380+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU2380_ROD/PIPE-DEPTH: 3.4  meters
 DU2380
 DU2380  HISTORY     - Date     Condition        Report By
 DU2380  HISTORY     - 1994     MONUMENTED       NGS
 DU2380  HISTORY     - 19941026 GOOD             NGS
 DU2380  HISTORY     - 19941026 GOOD             NGS
 DU2380  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU2380  HISTORY     - 20060224 GOOD             GEOCAC
 DU2380  HISTORY     - 20080501 GOOD             GEOCAC
 DU2380
 DU2380                          STATION DESCRIPTION
 DU2380
 DU2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2380'IN MESA, AT THE INTERSECTION OF WEST BROADWAY AND SOUTH MACDONALD
 DU2380'STREETS, 41.8 M (137.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DU2380'LANES OF BROADWAY STREET, 32.6 M (107.0 FT) NORTH OF A UTILITY LIGHT
 DU2380'POLE, 9.6 M (31.5 FT) WEST OF AND LEVEL WITH THE CENTER OF MACDONALD
 DU2380'STREET, AND 2.0 M (6.6 FT) SOUTH OF THE NORTHEAST CORNER OF A
 DU2380'CONCRETE BLOCK SECURITY FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DU2380'THROUGH A 5-INCH LOGO CAP.
 DU2380
 DU2380                          STATION RECOVERY (1994)
 DU2380
 DU2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2380'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AND IN THE
 DU2380'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2380'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2380'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2380'1.0 MILE (1.6 KM) TO THE INTERSECTION OF 8TH AVENUE.  TURN RIGHT AND
 DU2380'GO EAST ON 8TH AVENUE FOR 0.3 MILE (0.5 KM) TO THE INTERSECTION OF
 DU2380'MACDONALD.  TURN LEFT AND GO NORTH ON MACDONALD FOR 0.5 MILE (0.8 KM)
 DU2380'TO THE STATION ON THE LEFT JUST BEFORE REACHING WEST BROADWAY ROAD,
 DU2380'155 FEET (47.2 M) SOUTH OF THE CENTERLINE OF WEST BROADWAY ROAD, 1.5
 DU2380'FEET (0.5 M) EAST OF THE FACE OF A 6 FOOT (1.8 M) CONCRETE BLOCK WALL,
 DU2380'107.0 FEET (32.6 M) NORTH OF A UTILITY LIGHT POLE, 31.5 FEET (9.6 M)
 DU2380'WEST OF AND LEVEL WITH THE CENTER OF MACDONALD STREET, AND 6.6 FEET
 DU2380'(2.0 M) SOUTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK SECURITY
 DU2380'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2380
 DU2380                          STATION RECOVERY (1994)
 DU2380
 DU2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2380'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AND IN THE
 DU2380'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2380'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2380'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2380'1.0 MILE (1.6 KM) TO THE INTERSECTION OF 8TH AVENUE.  TURN RIGHT AND
 DU2380'GO EAST ON 8TH AVENUE FOR 0.3 MILE (0.5 KM) TO THE INTERSECTION OF
 DU2380'MACDONALD.  TURN LEFT AND GO NORTH ON MACDONALD FOR 0.5 MILE (0.8 KM)
 DU2380'TO THE STATION ON THE LEFT JUST BEFORE REACHING WEST BROADWAY ROAD,
 DU2380'155 FEET (47.2 M) SOUTH OF THE CENTERLINE OF WEST BROADWAY ROAD, 1.5
 DU2380'FEET (0.5 M) EAST OF THE FACE OF A 6 FOOT (1.8 M) CONCRETE BLOCK WALL,
 DU2380'107.0 FEET (32.6 M) NORTH OF A UTILITY LIGHT POLE, 31.5 FEET (9.6 M)
 DU2380'WEST OF AND LEVEL WITH THE CENTER OF MACDONALD STREET, AND 6.6 FEET
 DU2380'(2.0 M) SOUTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK SECURITY
 DU2380'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2380
 DU2380                          STATION RECOVERY (2005)
 DU2380
 DU2380'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2380'LOCATED ALL ITEMS IN THE DESCRIPTION, BUT THE MARK WAS NOT RECOVERED.
 DU2380'COULD ONLY DIG AN INCH INTO THE HARD SOIL 6.6 FEET SOUTH AND 1.5 FEET
 DU2380'EAST OF THE NORTH EAST CORNER OF THE SECURITY WALL, BECAUSE DID NOT
 DU2380'HAVE A SHOVEL AND/OR METAL DETECTOR. THE MARK IS PROBABLY BURIED A FEW
 DU2380'INCHES UNDER THE HARD SOIL.
 DU2380
 DU2380                          STATION RECOVERY (2006)
 DU2380
 DU2380'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2380'RECOVERED IN GOOD CONDITION ABOUT .6 FEET BELOW THE CURRENT LEVEL OF
 DU2380'DIRT/MACADAM AT
 DU2380'N 33 24 26.70 (N)   111 50 03.42 (W) (NAD 83).
 DU2380
 DU2380                          STATION RECOVERY (2008)
 DU2380
 DU2380'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2380'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU2380'24.448' W111 50.055'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1543 ***********************************************************************
 GR1543  DESIGNATION -  A 53
 GR1543  PID         -  GR1543
 GR1543  STATE/COUNTY-  AZ/MOHAVE
 GR1543  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1543
 GR1543                         *CURRENT SURVEY CONTROL
 GR1543  ___________________________________________________________________
 GR1543* NAD 83(1992)-  36 01 09.25192(N)    114 11 35.27754(W)     ADJUSTED  
 GR1543* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1543  ___________________________________________________________________
 GR1543  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 GR1543  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GR1543  HORZ ORDER  -  THIRD
 GR1543
 GR1543.The horizontal coordinates were established by classical geodetic methods
 GR1543.and adjusted by the National Geodetic Survey in August 1993.
 GR1543
 GR1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1543
 GR1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1543
 GR1543.The geoid height was determined by GEOID03.
 GR1543
 GR1543;                    North         East     Units Scale Factor Converg.
 GR1543;SPC AZ W     -   556,756.547   173,417.771   MT  0.99995298   -0 15 38.1
 GR1543;SPC AZ W     - 1,826,629.09    568,955.94   iFT  0.99995298   -0 15 38.1
 GR1543;SPC NV E     - 8,141,698.802   325,306.467   MT  1.00009342   +0 49 03.4
 GR1543;SPC NV E     -26,711,556.82  1,067,276.30   sFT  1.00009342   +0 49 03.4
 GR1543;UTM  11      - 3,989,727.264   752,946.294   MT  1.00038845   +1 39 05.3
 GR1543
 GR1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1543!SPC AZ W     -   0.99994646  x   0.99995298  =   0.99989944
 GR1543!SPC NV E     -   0.99994646  x   1.00009342  =   1.00003987
 GR1543!UTM  11      -   0.99994646  x   1.00038845  =   1.00033489
 GR1543
 GR1543:                Primary Azimuth Mark                     Grid Az
 GR1543:SPC AZ W     -  A 52                                     239 30 16.2
 GR1543:SPC NV E     -  A 52                                     238 25 34.7
 GR1543:UTM  11      -  A 52                                     237 35 32.8
 GR1543
 GR1543|---------------------------------------------------------------------|
 GR1543| PID    Reference Object                     Distance      Geod. Az  |
 GR1543|                                                           dddmmss.s |
 GR1543| GR1542 A 52                                APPROX. 0.6 KM 2391438.1 |
 GR1543| GR1632 N 127                               361.407 METERS 32019     |
 GR1543|---------------------------------------------------------------------|
 GR1543
 GR1543                          SUPERSEDED SURVEY CONTROL
 GR1543
 GR1543  NAD 83(1986)-  36 01 09.24495(N)    114 11 35.27564(W) AD(       ) 3
 GR1543  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1543
 GR1543.Superseded values are not recommended for survey control.
 GR1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1543.See file dsdata.txt to determine how the superseded data were derived.
 GR1543
 GR1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5294689727(NAD 83)
 GR1543_MARKER: DS = TRIANGULATION STATION DISK
 GR1543_SETTING: 66 = SET IN ROCK OUTCROP
 GR1543_SP_SET: SET IN BEDROCK
 GR1543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1543+STABILITY: POSITION/ELEVATION WELL
 GR1543
 GR1543  HISTORY     - Date     Condition        Report By
 GR1543  HISTORY     - 1948     MONUMENTED       USGS
 GR1543
 GR1543                          STATION DESCRIPTION
 GR1543
 GR1543'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1543'LOCATED ABOUT 2.5 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT, IN
 GR1543'VIRGIN CANYON, ABOUT 200 FT. NE. OF EAST END OF SMALL SLIDE AREA,
 GR1543'ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1543'
 GR1543'TO REACH NOT GIVEN.
 GR1543'
 GR1543'STATION MARK--STANDARD TABLET STAMPED---A53 1948---, CEMENTED IN
 GR1543'BEDROCK.
 GR1543'
 GR1543'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0368 ***********************************************************************
 GR0368  DESIGNATION -  A 54
 GR0368  PID         -  GR0368
 GR0368  STATE/COUNTY-  AZ/MOHAVE
 GR0368  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0368
 GR0368                         *CURRENT SURVEY CONTROL
 GR0368  ___________________________________________________________________
 GR0368* NAD 83(1986)-  36 01 02.     (N)    114 04 40.     (W)     SCALED    
 GR0368* NAVD 88     -       927.436  (meters)    3042.76   (feet)  POSTED    
 GR0368  ___________________________________________________________________
 GR0368  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0368  DYNAMIC HT  -         926.430 (meters)    3039.46  (feet)  COMP
 GR0368  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 GR0368
 GR0368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0368
 GR0368.The horizontal coordinates were scaled from a topographic map and have
 GR0368.an estimated accuracy of +/- 6 seconds.
 GR0368
 GR0368.The orthometric height was determined by differential leveling
 GR0368.and adjusted by the  in 1992.
 GR0368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0368.rate of 0.0 thru 1.0 mm/km.
 GR0368
 GR0368.The geoid height was determined by GEOID03.
 GR0368
 GR0368.The dynamic height is computed by dividing the NAVD 88
 GR0368.geopotential number by the normal gravity value computed on the
 GR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0368.degrees latitude (g = 980.6199 gals.).
 GR0368
 GR0368.The modeled gravity was interpolated from observed gravity values.
 GR0368
 GR0368;                    North         East    Units  Estimated Accuracy
 GR0368;SPC AZ W     -   556,490.      183,820.      MT  (+/- 180 meters Scaled)
 GR0368
 GR0368                          SUPERSEDED SURVEY CONTROL
 GR0368
 GR0368  NGVD 29 (??/??/92)  926.710  (m)         3040.38   (f) ADJ UNCH    1 1
 GR0368
 GR0368.Superseded values are not recommended for survey control.
 GR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0368.See file dsdata.txt to determine how the superseded data were derived.
 GR0368
 GR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV633898(NAD 83)
 GR0368_MARKER: DB = BENCH MARK DISK
 GR0368_SETTING: 80 = SET IN A BOULDER
 GR0368_SP_SET: BOULDER
 GR0368_STAMPING: A 54 1934
 GR0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0368+STABILITY: SURFACE MOTION
 GR0368
 GR0368  HISTORY     - Date     Condition        Report By
 GR0368  HISTORY     - 1934     MONUMENTED       CGS
 GR0368  HISTORY     - 1950     GOOD             NGS
 GR0368
 GR0368                          STATION DESCRIPTION
 GR0368
 GR0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0368'9.9 MI S FROM PIERCES FERRY.
 GR0368'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0368'STATION AT PIERCES FERRY, THENCE 9.4 MILES SOUTH ALONG AN OLD
 GR0368'ABANDONED ROAD, ABOUT 150 YARDS EAST OF THE CENTER LINE OF THE PARK
 GR0368'SERVICE ROAD, IN THE TOP OF A LARGE GRANITE BOULDER WHICH PROJECTS
 GR0368'ABOUT 2 FEET ABOVE GROUND, 41 FEET EAST OF THE CENTER LINE OF THE
 GR0368'ROAD, 39 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A WASH, AND ABOUT
 GR0368'2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1544 ***********************************************************************
 GR1544  DESIGNATION -  A 54
 GR1544  PID         -  GR1544
 GR1544  STATE/COUNTY-  AZ/MOHAVE
 GR1544  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1544
 GR1544                         *CURRENT SURVEY CONTROL
 GR1544  ___________________________________________________________________
 GR1544* NAD 83(1992)-  36 01 20.21521(N)    114 11 03.35180(W)     ADJUSTED  
 GR1544* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 GR1544  ___________________________________________________________________
 GR1544  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 GR1544  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GR1544  HORZ ORDER  -  THIRD
 GR1544
 GR1544.The horizontal coordinates were established by classical geodetic methods
 GR1544.and adjusted by the National Geodetic Survey in August 1993.
 GR1544
 GR1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1544
 GR1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1544
 GR1544.The geoid height was determined by GEOID03.
 GR1544
 GR1544;                    North         East     Units Scale Factor Converg.
 GR1544;SPC AZ W     -   557,090.840   174,218.632   MT  0.99995220   -0 15 19.4
 GR1544;SPC AZ W     - 1,827,725.85    571,583.44   iFT  0.99995220   -0 15 19.4
 GR1544;SPC NV E     - 8,142,048.156   326,101.008   MT  1.00009588   +0 49 22.4
 GR1544;SPC NV E     -26,712,702.99  1,069,883.06   sFT  1.00009588   +0 49 22.4
 GR1544;UTM  11      - 3,990,088.250   753,735.901   MT  1.00039338   +1 39 24.5
 GR1544
 GR1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1544!SPC AZ W     -   0.99994441  x   0.99995220  =   0.99989662
 GR1544!SPC NV E     -   0.99994441  x   1.00009588  =   1.00004029
 GR1544!UTM  11      -   0.99994441  x   1.00039338  =   1.00033777
 GR1544
 GR1544:                Primary Azimuth Mark                     Grid Az
 GR1544:SPC AZ W     -  N 127                                    266 56 16.9
 GR1544:SPC NV E     -  N 127                                    265 51 35.1
 GR1544:UTM  11      -  N 127                                    265 01 33.0
 GR1544
 GR1544|---------------------------------------------------------------------|
 GR1544| PID    Reference Object                     Distance      Geod. Az  |
 GR1544|                                                           dddmmss.s |
 GR1544| GR1632 N 127                               APPROX. 1.0 KM 2664057.5 |
 GR1544| GR1633 N 128                               402.113 METERS 3433535.7 |
 GR1544|---------------------------------------------------------------------|
 GR1544
 GR1544                          SUPERSEDED SURVEY CONTROL
 GR1544
 GR1544  NAD 83(1986)-  36 01 20.20822(N)    114 11 03.35012(W) AD(       ) 3
 GR1544  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG    3  
 GR1544
 GR1544.Superseded values are not recommended for survey control.
 GR1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1544.See file dsdata.txt to determine how the superseded data were derived.
 GR1544
 GR1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5373690088(NAD 83)
 GR1544_MARKER: DS = TRIANGULATION STATION DISK
 GR1544_SETTING: 66 = SET IN ROCK OUTCROP
 GR1544_SP_SET: SET IN ROCK OUTCROP
 GR1544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1544+STABILITY: POSITION/ELEVATION WELL
 GR1544
 GR1544  HISTORY     - Date     Condition        Report By
 GR1544  HISTORY     - 1948     MONUMENTED       USGS
 GR1544
 GR1544                          STATION DESCRIPTION
 GR1544
 GR1544'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1544'LOCATED ABOUT 2 MI E. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1544'VIRGIN CANYON, ON VERY STEEP, ROCKY SIDEHILL, ABOUT 110 FT. ABOVE
 GR1544'HIGH WATER MARK.
 GR1544'
 GR1544'TO REACH NOT GIVEN.
 GR1544'
 GR1544'STATION MARK--STANDARD TABLET STAMPED---A54 1948---, CEMENTED IN
 GR1544'ROCK OUTCROP.
 GR1544'
 GR1544'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0131 ***********************************************************************
 GQ0131  DESIGNATION -  A 55
 GQ0131  PID         -  GQ0131
 GQ0131  STATE/COUNTY-  AZ/MOHAVE
 GQ0131  USGS QUAD   -  GYP HILLS (1971)
 GQ0131
 GQ0131                         *CURRENT SURVEY CONTROL
 GQ0131  ___________________________________________________________________
 GQ0131* NAD 83(1986)-  36 20 07.     (N)    113 59 55.     (W)     SCALED    
 GQ0131* NAVD 88     -       512.298  (meters)    1680.76   (feet)  POSTED    
 GQ0131  ___________________________________________________________________
 GQ0131  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GQ0131  DYNAMIC HT  -         511.780 (meters)    1679.06  (feet)  COMP
 GQ0131  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 GQ0131
 GQ0131  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0131
 GQ0131.The horizontal coordinates were scaled from a topographic map and have
 GQ0131.an estimated accuracy of +/- 6 seconds.
 GQ0131
 GQ0131.The orthometric height was determined by differential leveling
 GQ0131.and adjusted by the  in 1992.
 GQ0131.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0131.rate of 0.0 thru 1.0 mm/km.
 GQ0131
 GQ0131.The geoid height was determined by GEOID03.
 GQ0131
 GQ0131.The dynamic height is computed by dividing the NAVD 88
 GQ0131.geopotential number by the normal gravity value computed on the
 GQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0131.degrees latitude (g = 980.6199 gals.).
 GQ0131
 GQ0131.The modeled gravity was interpolated from observed gravity values.
 GQ0131
 GQ0131;                    North         East    Units  Estimated Accuracy
 GQ0131;SPC AZ W     -   591,760.      191,040.      MT  (+/- 180 meters Scaled)
 GQ0131
 GQ0131                          SUPERSEDED SURVEY CONTROL
 GQ0131
 GQ0131  NGVD 29 (??/??/92)  511.609  (m)         1678.50   (f) ADJ UNCH    1 1
 GQ0131
 GQ0131.Superseded values are not recommended for survey control.
 GQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0131.See file dsdata.txt to determine how the superseded data were derived.
 GQ0131
 GQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF308253(NAD 83)
 GQ0131_MARKER: DB = BENCH MARK DISK
 GQ0131_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0131_SP_SET: CONGLOMERATE ROCK
 GQ0131_STAMPING: A 55 1934
 GQ0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0131+STABILITY: POSITION/ELEVATION WELL
 GQ0131
 GQ0131  HISTORY     - Date     Condition        Report By
 GQ0131  HISTORY     - 1934     MONUMENTED       CGS
 GQ0131  HISTORY     - 1950     GOOD             NGS
 GQ0131
 GQ0131                          STATION DESCRIPTION
 GQ0131
 GQ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0131'38.7 MI S FROM RIVERSIDE, NV.
 GQ0131'38.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0131'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, IN
 GQ0131'BLACK WASH, AT A 27- BY 21-FOOT CONGLOMERATE ROCK, IN THE TOP OF THE
 GQ0131'WEST SLOPE, ABOUT 65 YARDS EAST OF THE CENTER LINE OF THE ROAD, 75
 GQ0131'FEET WEST OF THE BASE OF THE EAST BANK, 48 FEET SOUTH OF THE SOUTH
 GQ0131'EDGE OF A LARGE OVERHANGING ROCK, AND 26 FEET EAST OF THE APPROXIMATE
 GQ0131'CENTER OF THE MAIN CHANNEL OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1545 ***********************************************************************
 GR1545  DESIGNATION -  A 55
 GR1545  PID         -  GR1545
 GR1545  STATE/COUNTY-  AZ/MOHAVE
 GR1545  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1545
 GR1545                         *CURRENT SURVEY CONTROL
 GR1545  ___________________________________________________________________
 GR1545* NAD 83(1992)-  36 01 28.87760(N)    114 10 42.01677(W)     ADJUSTED  
 GR1545* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1545  ___________________________________________________________________
 GR1545  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 GR1545  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GR1545  HORZ ORDER  -  THIRD
 GR1545
 GR1545.The horizontal coordinates were established by classical geodetic methods
 GR1545.and adjusted by the National Geodetic Survey in August 1993.
 GR1545
 GR1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1545
 GR1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1545
 GR1545.The geoid height was determined by GEOID03.
 GR1545
 GR1545;                    North         East     Units Scale Factor Converg.
 GR1545;SPC AZ W     -   557,355.452   174,753.970   MT  0.99995169   -0 15 06.9
 GR1545;SPC AZ W     - 1,828,594.00    573,339.80   iFT  0.99995169   -0 15 06.9
 GR1545;SPC NV E     - 8,142,322.836   326,631.348   MT  1.00009753   +0 49 35.2
 GR1545;SPC NV E     -26,713,604.17  1,071,623.01   sFT  1.00009753   +0 49 35.2
 GR1545;UTM  11      - 3,990,370.704   754,262.344   MT  1.00039667   +1 39 37.5
 GR1545
 GR1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1545!SPC AZ W     -   0.99994692  x   0.99995169  =   0.99989861
 GR1545!SPC NV E     -   0.99994692  x   1.00009753  =   1.00004445
 GR1545!UTM  11      -   0.99994692  x   1.00039667  =   1.00034357
 GR1545
 GR1545:                Primary Azimuth Mark                     Grid Az
 GR1545:SPC AZ W     -  A 54                                     243 41 50.2
 GR1545:SPC NV E     -  A 54                                     242 37 08.1
 GR1545:UTM  11      -  A 54                                     241 47 05.8
 GR1545
 GR1545|---------------------------------------------------------------------|
 GR1545| PID    Reference Object                     Distance      Geod. Az  |
 GR1545|                                                           dddmmss.s |
 GR1545| GR1544 A 54                                APPROX. 0.6 KM 2432643.3 |
 GR1545|---------------------------------------------------------------------|
 GR1545
 GR1545                          SUPERSEDED SURVEY CONTROL
 GR1545
 GR1545  NAD 83(1986)-  36 01 28.87059(N)    114 10 42.01526(W) AD(       ) 3
 GR1545  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1545
 GR1545.Superseded values are not recommended for survey control.
 GR1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1545.See file dsdata.txt to determine how the superseded data were derived.
 GR1545
 GR1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5426290371(NAD 83)
 GR1545_MARKER: DS = TRIANGULATION STATION DISK
 GR1545_SETTING: 66 = SET IN ROCK OUTCROP
 GR1545_SP_SET: SET IN ROCK OUTCROP
 GR1545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1545+STABILITY: POSITION/ELEVATION WELL
 GR1545
 GR1545  HISTORY     - Date     Condition        Report By
 GR1545  HISTORY     - 1948     MONUMENTED       USGS
 GR1545
 GR1545                          STATION DESCRIPTION
 GR1545
 GR1545'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1545'LOCATED ABOUT 1.6 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1545'VIRGIN CANYON, ON VERY STEEP SIDEHILL, ABOUT 2 FT. BELOW HIGH
 GR1545'WATER MARK.
 GR1545'
 GR1545'TO REACH NOT GIVEN.
 GR1545'
 GR1545'STATION MARK--STANDARD TABLET STAMPED---A55 1948---, CEMENTED IN
 GR1545'ROCK OUTCROP.
 GR1545'
 GR1545'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0834 ***********************************************************************
 DV0834  DESIGNATION -  A 56
 DV0834  PID         -  DV0834
 DV0834  STATE/COUNTY-  AZ/MARICOPA
 DV0834  USGS QUAD   -  VALENCIA (1982)
 DV0834
 DV0834                         *CURRENT SURVEY CONTROL
 DV0834  ___________________________________________________________________
 DV0834* NAD 83(1986)-  33 23 36.     (N)    112 30 47.     (W)     SCALED    
 DV0834* NAVD 88     -       273.74   (+/-2cm)     898.1    (feet)  VERTCON   
 DV0834  ___________________________________________________________________
 DV0834  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DV0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0834
 DV0834.The horizontal coordinates were scaled from a topographic map and have
 DV0834.an estimated accuracy of +/- 6 seconds.
 DV0834
 DV0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0834.The vertical order pertains to the NGVD 29 superseded value.
 DV0834
 DV0834.The geoid height was determined by GEOID03.
 DV0834
 DV0834;                    North         East    Units  Estimated Accuracy
 DV0834;SPC AZ C     -   265,530.      157,880.      MT  (+/- 180 meters Scaled)
 DV0834
 DV0834                          SUPERSEDED SURVEY CONTROL
 DV0834
 DV0834  NGVD 29 (??/??/92)  273.095  (m)          895.98   (f) ADJ UNCH    2 0
 DV0834
 DV0834.Superseded values are not recommended for survey control.
 DV0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0834.See file dsdata.txt to determine how the superseded data were derived.
 DV0834
 DV0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB592959(NAD 83)
 DV0834_MARKER: DB = BENCH MARK DISK
 DV0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0834_STAMPING: A 56 1934
 DV0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0834+STABILITY: SURFACE MOTION
 DV0834
 DV0834  HISTORY     - Date     Condition        Report By
 DV0834  HISTORY     - 1934     MONUMENTED       CGS
 DV0834  HISTORY     - 1948     GOOD             NGS
 DV0834  HISTORY     - 1960     GOOD             NGS
 DV0834  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0834  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV0834
 DV0834                          STATION DESCRIPTION
 DV0834
 DV0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0834'26.0 MI W FROM PHOENIX.
 DV0834'26.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 DV0834'STATION AT PHOENIX, 66.8 FEET SOUTH OF MILEPOST 880, 30.3 FEET SOUTH
 DV0834'OF THE SOUTH RAIL, 3.7 FEET EAST OF A TELEGRAPH POLE, 2.8 FEET WEST OF
 DV0834'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, SET IN
 DV0834'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0834
 DV0834                          STATION RECOVERY (1960)
 DV0834
 DV0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0834'RECOVERED IN GOOD CONDITION.
 DV0834
 DV0834                          STATION RECOVERY (1992)
 DV0834
 DV0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0834'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0834
 DV0834                          STATION RECOVERY (2008)
 DV0834
 DV0834'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0834'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0834'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1546 ***********************************************************************
 GR1546  DESIGNATION -  A 56
 GR1546  PID         -  GR1546
 GR1546  STATE/COUNTY-  AZ/MOHAVE
 GR1546  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1546
 GR1546                         *CURRENT SURVEY CONTROL
 GR1546  ___________________________________________________________________
 GR1546* NAD 83(1992)-  36 01 34.50588(N)    114 10 07.68586(W)     ADJUSTED  
 GR1546* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1546  ___________________________________________________________________
 GR1546  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 GR1546  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1546  HORZ ORDER  -  THIRD
 GR1546
 GR1546.The horizontal coordinates were established by classical geodetic methods
 GR1546.and adjusted by the National Geodetic Survey in August 1993.
 GR1546
 GR1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1546
 GR1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1546
 GR1546.The geoid height was determined by GEOID03.
 GR1546
 GR1546;                    North         East     Units Scale Factor Converg.
 GR1546;SPC AZ W     -   557,525.180   175,614.232   MT  0.99995088   -0 14 46.8
 GR1546;SPC AZ W     - 1,829,150.85    576,162.18   iFT  0.99995088   -0 14 46.8
 GR1546;SPC NV E     - 8,142,508.751   327,488.390   MT  1.00010021   +0 49 55.5
 GR1546;SPC NV E     -26,714,214.13  1,074,434.83   sFT  1.00010021   +0 49 55.5
 GR1546;UTM  11      - 3,990,569.134   755,116.845   MT  1.00040204   +1 39 57.9
 GR1546
 GR1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1546!SPC AZ W     -   0.99994692  x   0.99995088  =   0.99989780
 GR1546!SPC NV E     -   0.99994692  x   1.00010021  =   1.00004712
 GR1546!UTM  11      -   0.99994692  x   1.00040204  =   1.00034894
 GR1546
 GR1546|---------------------------------------------------------------------|
 GR1546| PID    Reference Object                     Distance      Geod. Az  |
 GR1546|                                                           dddmmss.s |
 GR1546| GR1637 N 131                               340.164 METERS 01128     |
 GR1546| GR1634 N 129                               APPROX. 0.8 KM 3004858.2 |
 GR1546|---------------------------------------------------------------------|
 GR1546
 GR1546                          SUPERSEDED SURVEY CONTROL
 GR1546
 GR1546  NAD 83(1986)-  36 01 34.49888(N)    114 10 07.68457(W) AD(       ) 3
 GR1546  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1546
 GR1546.Superseded values are not recommended for survey control.
 GR1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1546.See file dsdata.txt to determine how the superseded data were derived.
 GR1546
 GR1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5511790569(NAD 83)
 GR1546_MARKER: DS = TRIANGULATION STATION DISK
 GR1546_SETTING: 66 = SET IN ROCK OUTCROP
 GR1546_SP_SET: SET IN ROCK OUTCROP
 GR1546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1546+STABILITY: POSITION/ELEVATION WELL
 GR1546
 GR1546  HISTORY     - Date     Condition        Report By
 GR1546  HISTORY     - 1948     MONUMENTED       USGS
 GR1546
 GR1546                          STATION DESCRIPTION
 GR1546
 GR1546'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1546'LOCATED ABOUT 1.1 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1546'VIRGIN CANYON, ON ROCKY SIDEHILL, ABOUT LEVEL WITH HIGH WATER
 GR1546'MARK.
 GR1546'
 GR1546'TO REACH NOT GIVEN.
 GR1546'
 GR1546'STATION MARK--STANDARD TABLET STAMPED---A56 1948---, CEMENTED IN
 GR1546'ROCK OUTCROP.
 GR1546'
 GR1546'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1647 ***********************************************************************
 DV1647  DESIGNATION -  A 57
 DV1647  PID         -  DV1647
 DV1647  STATE/COUNTY-  AZ/MARICOPA
 DV1647  USGS QUAD   -  NEW RIVER (1981)
 DV1647
 DV1647                         *CURRENT SURVEY CONTROL
 DV1647  ___________________________________________________________________
 DV1647* NAD 83(1986)-  33 59 47.     (N)    112 08 51.     (W)     SCALED    
 DV1647* NAVD 88     -       614.44   (+/-2cm)    2015.9    (feet)  VERTCON   
 DV1647  ___________________________________________________________________
 DV1647  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DV1647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1647
 DV1647.The horizontal coordinates were scaled from a topographic map and have
 DV1647.an estimated accuracy of +/- 6 seconds.
 DV1647
 DV1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1647.The vertical order pertains to the NGVD 29 superseded value.
 DV1647
 DV1647.The geoid height was determined by GEOID03.
 DV1647
 DV1647;                    North         East    Units  Estimated Accuracy
 DV1647;SPC AZ C     -   332,280.      192,040.      MT  (+/- 180 meters Scaled)
 DV1647
 DV1647                          SUPERSEDED SURVEY CONTROL
 DV1647
 DV1647  NGVD 29 (??/??/92)  613.830  (m)         2013.87   (f) ADJ UNCH    2 0
 DV1647
 DV1647.Superseded values are not recommended for survey control.
 DV1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1647.See file dsdata.txt to determine how the superseded data were derived.
 DV1647
 DV1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940623(NAD 83)
 DV1647_MARKER: DB = BENCH MARK DISK
 DV1647_SETTING: 66 = SET IN ROCK OUTCROP
 DV1647_SP_SET: ROCK OUTCROP
 DV1647_STAMPING: A 57 1934
 DV1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1647+STABILITY: POSITION/ELEVATION WELL
 DV1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1647+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2006
 DV1647
 DV1647  HISTORY     - Date     Condition        Report By
 DV1647  HISTORY     - 1934     MONUMENTED       CGS
 DV1647  HISTORY     - 1955     GOOD             NGS
 DV1647  HISTORY     - 20061225 GOOD             INDIV
 DV1647
 DV1647                          STATION DESCRIPTION
 DV1647
 DV1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV1647'7.1 MI N FROM NEW RIVER.
 DV1647'7.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM NEW RIVER, 4.3 MILES SOUTH
 DV1647'OF THE POST OFFICE AT ROCK SPRINGS (FORMERLY KNOWN AS CANON), ABOUT
 DV1647'100 FEET NORTH OF THE JUNCTION OF A ROAD LEADING TO THE ORIZABA MINES,
 DV1647'ABOUT 125 YARDS WEST OF A ROW OF POWER POLES, AT THE FOOT OF A ROCKY
 DV1647'HILL, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHWEST
 DV1647'OF A ROCK CAIRN, IN THE TOP OF A CONGLOMERATE ROCK OUTCROP, AND FLUSH
 DV1647'WITH THE GROUND.  NOTE-- THE HIGHWAY HAS BEEN REALIGNED AND WIDENED,
 DV1647'AND THE OLD HIGHWAY IS NOT PASSABLE.
 DV1647
 DV1647                          STATION RECOVERY (2006)
 DV1647
 DV1647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 DV1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1547 ***********************************************************************
 GR1547  DESIGNATION -  A 57
 GR1547  PID         -  GR1547
 GR1547  STATE/COUNTY-  AZ/MOHAVE
 GR1547  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1547
 GR1547                         *CURRENT SURVEY CONTROL
 GR1547  ___________________________________________________________________
 GR1547* NAD 83(1992)-  36 01 23.02546(N)    114 09 26.31838(W)     ADJUSTED  
 GR1547* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 GR1547  ___________________________________________________________________
 GR1547  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 GR1547  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1547  HORZ ORDER  -  THIRD
 GR1547
 GR1547.The horizontal coordinates were established by classical geodetic methods
 GR1547.and adjusted by the National Geodetic Survey in August 1993.
 GR1547
 GR1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1547
 GR1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1547
 GR1547.The geoid height was determined by GEOID03.
 GR1547
 GR1547;                    North         East     Units Scale Factor Converg.
 GR1547;SPC AZ W     -   557,166.959   176,648.416   MT  0.99994993   -0 14 22.4
 GR1547;SPC AZ W     - 1,827,975.59    579,555.17   iFT  0.99994993   -0 14 22.4
 GR1547;SPC NV E     - 8,142,170.006   328,529.290   MT  1.00010349   +0 50 19.6
 GR1547;SPC NV E     -26,713,102.76  1,077,849.85   sFT  1.00010349   +0 50 19.6
 GR1547;UTM  11      - 3,990,245.477   756,162.883   MT  1.00040863   +1 40 21.8
 GR1547
 GR1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1547!SPC AZ W     -   0.99994880  x   0.99994993  =   0.99989873
 GR1547!SPC NV E     -   0.99994880  x   1.00010349  =   1.00005228
 GR1547!UTM  11      -   0.99994880  x   1.00040863  =   1.00035741
 GR1547
 GR1547:                Primary Azimuth Mark                     Grid Az
 GR1547:SPC AZ W     -  N 133                                    035 11 41.0
 GR1547:SPC NV E     -  N 133                                    034 06 59.0
 GR1547:UTM  11      -  N 133                                    033 16 56.8
 GR1547
 GR1547|---------------------------------------------------------------------|
 GR1547| PID    Reference Object                     Distance      Geod. Az  |
 GR1547|                                                           dddmmss.s |
 GR1547| GR1639 N 133                               APPROX. 0.6 KM 0345718.6 |
 GR1547| GR1637 N 131                               APPROX. 1.2 KM 3052219.8 |
 GR1547|---------------------------------------------------------------------|
 GR1547
 GR1547                          SUPERSEDED SURVEY CONTROL
 GR1547
 GR1547  NAD 83(1986)-  36 01 23.01858(N)    114 09 26.31735(W) AD(       ) 3
 GR1547  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG    3  
 GR1547
 GR1547.Superseded values are not recommended for survey control.
 GR1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1547.See file dsdata.txt to determine how the superseded data were derived.
 GR1547
 GR1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5616390245(NAD 83)
 GR1547_MARKER: DS = TRIANGULATION STATION DISK
 GR1547_SETTING: 80 = SET IN A BOULDER
 GR1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1547+STABILITY: SURFACE MOTION
 GR1547
 GR1547  HISTORY     - Date     Condition        Report By
 GR1547  HISTORY     - 1948     MONUMENTED       USGS
 GR1547
 GR1547                          STATION DESCRIPTION
 GR1547
 GR1547'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1547'LOCATED ABOUT 0.5 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1547'VIRGIN CANYON, ABOUT 20 FT. S. OF HIGH WATER MARK AT NORTH END OF
 GR1547'SMALL RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1547'
 GR1547'TO REACH NOT GIVEN.
 GR1547'
 GR1547'STATION MARK--STANDARD TABLET STAMPED---A57 1948---, CEMENTED IN
 GR1547'BOULDER IN PLACE.
 GR1547'
 GR1547'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0119 ***********************************************************************
 ET0119  DESIGNATION -  A 58
 ET0119  PID         -  ET0119
 ET0119  STATE/COUNTY-  AZ/YAVAPAI
 ET0119  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0119
 ET0119                         *CURRENT SURVEY CONTROL
 ET0119  ___________________________________________________________________
 ET0119* NAD 83(1986)-  34 33 38.     (N)    112 20 55.     (W)     SCALED    
 ET0119* NAVD 88     -      1605.05   (+/-2cm)    5265.9    (feet)  VERTCON   
 ET0119  ___________________________________________________________________
 ET0119  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ET0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0119
 ET0119.The horizontal coordinates were scaled from a topographic map and have
 ET0119.an estimated accuracy of +/- 6 seconds.
 ET0119
 ET0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0119.The vertical order pertains to the NGVD 29 superseded value.
 ET0119
 ET0119.The geoid height was determined by GEOID03.
 ET0119
 ET0119;                    North         East    Units  Estimated Accuracy
 ET0119;SPC AZ C     -   394,910.      173,720.      MT  (+/- 180 meters Scaled)
 ET0119
 ET0119                          SUPERSEDED SURVEY CONTROL
 ET0119
 ET0119  NGVD 29 (??/??/92) 1604.175  (m)         5263.03   (f) ADJ UNCH    2 0
 ET0119
 ET0119.Superseded values are not recommended for survey control.
 ET0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0119.See file dsdata.txt to determine how the superseded data were derived.
 ET0119
 ET0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD762251(NAD 83)
 ET0119_MARKER: DB = BENCH MARK DISK
 ET0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0119_STAMPING: A 58 1934
 ET0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0119+STABILITY: SURFACE MOTION
 ET0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0119+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 ET0119
 ET0119  HISTORY     - Date     Condition        Report By
 ET0119  HISTORY     - 1934     MONUMENTED       CGS
 ET0119  HISTORY     - 1973     GOOD             USGS
 ET0119  HISTORY     - 19970628 GOOD             USPSQD
 ET0119  HISTORY     - 20010806 GOOD             NGS
 ET0119  HISTORY     - 20040821 GOOD             USPSQD
 ET0119  HISTORY     - 20060508 GOOD             GEOCAC
 ET0119
 ET0119                          STATION DESCRIPTION
 ET0119
 ET0119'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0119'9.8 MI W FROM PRESCOTT.
 ET0119'PRESCOTT, 3.9 MILES EAST ON STATE HIGHWAY 69 FROM THE JUNCTION WITH US
 ET0119'HIGHWAY 89, THENCE 2.9 MILES EAST ON THE LYNX CREEK ROAD, ABOUT 200
 ET0119'YARDS NORTHEAST OF AN OLD RANCH HOUSE, ABOUT 100 YARDS NORTHWEST OF A
 ET0119'STEELTOWER OF THE POWER LINE, 24 FEET SOUTH OF THE CENTERLINE OF THE
 ET0119'ROAD, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, STAMPED A 58
 ET0119'1934 AND PROJECTING 0.8 FT. ABOVE GROUND.
 ET0119
 ET0119                          STATION RECOVERY (1997)
 ET0119
 ET0119'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0119'RECOVERED IN GOOD CONDITION.
 ET0119
 ET0119                          STATION RECOVERY (2001)
 ET0119
 ET0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0119'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0119
 ET0119                          STATION RECOVERY (2004)
 ET0119
 ET0119'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0119'RECOVERED AS DESCRIBED.
 ET0119
 ET0119                          STATION RECOVERY (2006)
 ET0119
 ET0119'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1548 ***********************************************************************
 GR1548  DESIGNATION -  A 58
 GR1548  PID         -  GR1548
 GR1548  STATE/COUNTY-  AZ/MOHAVE
 GR1548  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1548
 GR1548                         *CURRENT SURVEY CONTROL
 GR1548  ___________________________________________________________________
 GR1548* NAD 83(1992)-  36 01 25.49136(N)    114 08 53.73301(W)     ADJUSTED  
 GR1548* NAVD 88     -       402.7    (meters)    1321.     (feet)  VERTCON   
 GR1548  ___________________________________________________________________
 GR1548  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 GR1548  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR1548  HORZ ORDER  -  THIRD
 GR1548
 GR1548.The horizontal coordinates were established by classical geodetic methods
 GR1548.and adjusted by the National Geodetic Survey in August 1993.
 GR1548
 GR1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1548
 GR1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1548
 GR1548.The geoid height was determined by GEOID03.
 GR1548
 GR1548;                    North         East     Units Scale Factor Converg.
 GR1548;SPC AZ W     -   557,239.586   177,464.557   MT  0.99994920   -0 14 03.2
 GR1548;SPC AZ W     - 1,828,213.86    582,232.80   iFT  0.99994920   -0 14 03.2
 GR1548;SPC NV E     - 8,142,257.992   329,344.046   MT  1.00010608   +0 50 38.8
 GR1548;SPC NV E     -26,713,391.43  1,080,522.92   sFT  1.00010608   +0 50 38.8
 GR1548;UTM  11      - 3,990,345.343   756,976.522   MT  1.00041377   +1 40 41.1
 GR1548
 GR1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1548!SPC AZ W     -   0.99994111  x   0.99994920  =   0.99989031
 GR1548!SPC NV E     -   0.99994111  x   1.00010608  =   1.00004718
 GR1548!UTM  11      -   0.99994111  x   1.00041377  =   1.00035485
 GR1548
 GR1548:                Primary Azimuth Mark                     Grid Az
 GR1548:SPC AZ W     -  A 57                                     264 54 53.1
 GR1548:SPC NV E     -  A 57                                     263 50 11.1
 GR1548:UTM  11      -  A 57                                     263 00 08.8
 GR1548
 GR1548|---------------------------------------------------------------------|
 GR1548| PID    Reference Object                     Distance      Geod. Az  |
 GR1548|                                                           dddmmss.s |
 GR1548| GR1547 A 57                                APPROX. 0.8 KM 2644049.9 |
 GR1548|---------------------------------------------------------------------|
 GR1548
 GR1548                          SUPERSEDED SURVEY CONTROL
 GR1548
 GR1548  NAD 83(1986)-  36 01 25.48450(N)    114 08 53.73213(W) AD(       ) 3
 GR1548  NGVD 29 (06/27/88)  402.0    (m)         1319.     (f) VERT ANG    3  
 GR1548
 GR1548.Superseded values are not recommended for survey control.
 GR1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1548.See file dsdata.txt to determine how the superseded data were derived.
 GR1548
 GR1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5697790345(NAD 83)
 GR1548_MARKER: DS = TRIANGULATION STATION DISK
 GR1548_SETTING: 66 = SET IN ROCK OUTCROP
 GR1548_SP_SET: SET IN ROCK OUTCROP
 GR1548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1548+STABILITY: POSITION/ELEVATION WELL
 GR1548
 GR1548  HISTORY     - Date     Condition        Report By
 GR1548  HISTORY     - 1948     MONUMENTED       USGS
 GR1548
 GR1548                          STATION DESCRIPTION
 GR1548
 GR1548'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1548'LOCATED ON TOP ABOUT 500 FT. N. OF HIGHEST PART OF ROCKY POINT,
 GR1548'ABOUT 70 FT. ABOVE HIGH WATER MARK.
 GR1548'
 GR1548'TO REACH NOT GIVEN.
 GR1548'
 GR1548'STATION MARK--STANDARD TABLET STAMPED---A58 1948---, CEMENTED IN
 GR1548'ROCK OUTCROP.
 GR1548'
 GR1548'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1549 ***********************************************************************
 GR1549  DESIGNATION -  A 59
 GR1549  PID         -  GR1549
 GR1549  STATE/COUNTY-  AZ/MOHAVE
 GR1549  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1549
 GR1549                         *CURRENT SURVEY CONTROL
 GR1549  ___________________________________________________________________
 GR1549* NAD 83(1992)-  36 01 31.76689(N)    114 08 14.44153(W)     ADJUSTED  
 GR1549* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1549  ___________________________________________________________________
 GR1549  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 GR1549  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1549  HORZ ORDER  -  THIRD
 GR1549
 GR1549.The horizontal coordinates were established by classical geodetic methods
 GR1549.and adjusted by the National Geodetic Survey in August 1993.
 GR1549
 GR1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1549
 GR1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1549
 GR1549.The geoid height was determined by GEOID03.
 GR1549
 GR1549;                    North         East     Units Scale Factor Converg.
 GR1549;SPC AZ W     -   557,429.033   178,449.046   MT  0.99994835   -0 13 40.1
 GR1549;SPC AZ W     - 1,828,835.41    585,462.75   iFT  0.99994835   -0 13 40.1
 GR1549;SPC NV E     - 8,142,465.967   330,324.951   MT  1.00010922   +0 51 02.1
 GR1549;SPC NV E     -26,714,073.76  1,083,741.11   sFT  1.00010922   +0 51 02.1
 GR1549;UTM  11      - 3,990,567.642   757,954.598   MT  1.00041998   +1 41 04.5
 GR1549
 GR1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1549!SPC AZ W     -   0.99994502  x   0.99994835  =   0.99989338
 GR1549!SPC NV E     -   0.99994502  x   1.00010922  =   1.00005424
 GR1549!UTM  11      -   0.99994502  x   1.00041998  =   1.00036498
 GR1549
 GR1549:                Primary Azimuth Mark                     Grid Az
 GR1549:SPC AZ W     -  A 58                                     259 06 27.4
 GR1549:SPC NV E     -  A 58                                     258 01 45.2
 GR1549:UTM  11      -  A 58                                     257 11 42.8
 GR1549
 GR1549|---------------------------------------------------------------------|
 GR1549| PID    Reference Object                     Distance      Geod. Az  |
 GR1549|                                                           dddmmss.s |
 GR1549| GR1548 A 58                                APPROX. 1.0 KM 2585247.3 |
 GR1549|---------------------------------------------------------------------|
 GR1549
 GR1549                          SUPERSEDED SURVEY CONTROL
 GR1549
 GR1549  NAD 83(1986)-  36 01 31.76004(N)    114 08 14.44093(W) AD(       ) 3
 GR1549  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GR1549
 GR1549.Superseded values are not recommended for survey control.
 GR1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1549.See file dsdata.txt to determine how the superseded data were derived.
 GR1549
 GR1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5795590568(NAD 83)
 GR1549_MARKER: DS = TRIANGULATION STATION DISK
 GR1549_SETTING: 80 = SET IN A BOULDER
 GR1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1549+STABILITY: SURFACE MOTION
 GR1549
 GR1549  HISTORY     - Date     Condition        Report By
 GR1549  HISTORY     - 1948     MONUMENTED       USGS
 GR1549
 GR1549                          STATION DESCRIPTION
 GR1549
 GR1549'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1549'LOCATED ABOUT 0.7 MI E. OF N.P.S. LIGHT BASE ON ROCKY POINT.
 GR1549'ABOUT 50 FT. S. OF HIGH WATER MARK AT NORTH END OF SMALL RIDGE,
 GR1549'ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1549'
 GR1549'TO REACH NOT GIVEN.
 GR1549'
 GR1549'STATION MARK--STANDARD TABLET STAMPED---A59 1948---, CEMENTED IN
 GR1549'TOP OF BOULDER IN PLACE.
 GR1549'
 GR1549'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1550 ***********************************************************************
 GR1550  DESIGNATION -  A 59 A
 GR1550  PID         -  GR1550
 GR1550  STATE/COUNTY-  AZ/MOHAVE
 GR1550  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1550
 GR1550                         *CURRENT SURVEY CONTROL
 GR1550  ___________________________________________________________________
 GR1550* NAD 83(1992)-  36 01 53.45058(N)    114 08 10.34028(W)     ADJUSTED  
 GR1550* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 GR1550  ___________________________________________________________________
 GR1550  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 GR1550  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1550  HORZ ORDER  -  THIRD
 GR1550
 GR1550.The horizontal coordinates were established by classical geodetic methods
 GR1550.and adjusted by the National Geodetic Survey in August 1993.
 GR1550
 GR1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1550
 GR1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1550
 GR1550.The geoid height was determined by GEOID03.
 GR1550
 GR1550;                    North         East     Units Scale Factor Converg.
 GR1550;SPC AZ W     -   558,096.922   178,554.374   MT  0.99994825   -0 13 37.8
 GR1550;SPC AZ W     - 1,831,026.65    585,808.31   iFT  0.99994825   -0 13 37.8
 GR1550;SPC NV E     - 8,143,135.828   330,417.705   MT  1.00010952   +0 51 04.9
 GR1550;SPC NV E     -26,716,271.46  1,084,045.42   sFT  1.00010952   +0 51 04.9
 GR1550;UTM  11      - 3,991,238.991   758,037.617   MT  1.00042051   +1 41 07.8
 GR1550
 GR1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1550!SPC AZ W     -   0.99994596  x   0.99994825  =   0.99989422
 GR1550!SPC NV E     -   0.99994596  x   1.00010952  =   1.00005548
 GR1550!UTM  11      -   0.99994596  x   1.00042051  =   1.00036645
 GR1550
 GR1550                          SUPERSEDED SURVEY CONTROL
 GR1550
 GR1550  NAD 83(1986)-  36 01 53.44358(N)    114 08 10.33978(W) AD(       ) 3
 GR1550  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG    3  
 GR1550
 GR1550.Superseded values are not recommended for survey control.
 GR1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1550.See file dsdata.txt to determine how the superseded data were derived.
 GR1550
 GR1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5803891239(NAD 83)
 GR1550_MARKER: DS = TRIANGULATION STATION DISK
 GR1550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1550
 GR1550  HISTORY     - Date     Condition        Report By
 GR1550  HISTORY     - 1948     MONUMENTED       USGS
 GR1550
 GR1550                          STATION DESCRIPTION
 GR1550
 GR1550'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1550'NOT OCCUPIED.
 GR1550'
 GR1550'LOCATED ABOUT 0.6 MI NE. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 GR1550'TOP OF SMALL SANDY ISLAND, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1550'
 GR1550'STATION MARK--STANDARD TABLET STAMPED---A59A 1948---, WELDED TO
 GR1550'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0663 ***********************************************************************
 DU0663  DESIGNATION -  A 59 RESET
 DU0663  PID         -  DU0663
 DU0663  STATE/COUNTY-  AZ/PINAL
 DU0663  USGS QUAD   -  FLORENCE (1981)
 DU0663
 DU0663                         *CURRENT SURVEY CONTROL
 DU0663  ___________________________________________________________________
 DU0663* NAD 83(1986)-  33 02 29.     (N)    111 29 11.     (W)     SCALED    
 DU0663* NAVD 88     -       437.62   (+/-2cm)    1435.8    (feet)  VERTCON   
 DU0663  ___________________________________________________________________
 DU0663  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU0663  VERT ORDER  -  THIRD (See Below)
 DU0663
 DU0663.The horizontal coordinates were scaled from a topographic map and have
 DU0663.an estimated accuracy of +/- 6 seconds.
 DU0663
 DU0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0663.The vertical order pertains to the NGVD 29 superseded value.
 DU0663
 DU0663.The geoid height was determined by GEOID03.
 DU0663
 DU0663;                    North         East    Units  Estimated Accuracy
 DU0663;SPC AZ C     -   226,420.      253,550.      MT  (+/- 180 meters Scaled)
 DU0663
 DU0663                          SUPERSEDED SURVEY CONTROL
 DU0663
 DU0663  NGVD 29 (??/??/??)  437.08   (m)         1434.0    (f) RESET       3  
 DU0663
 DU0663.Superseded values are not recommended for survey control.
 DU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0663.See file dsdata.txt to determine how the superseded data were derived.
 DU0663
 DU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB545559(NAD 83)
 DU0663_MARKER: DB = BENCH MARK DISK
 DU0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0663_STAMPING: A 59 RESET 1969
 DU0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0663+STABILITY: SURFACE MOTION
 DU0663
 DU0663  HISTORY     - Date     Condition        Report By
 DU0663  HISTORY     - 1969     MONUMENTED       CGS
 DU0663  HISTORY     - 1977     GOOD             USGS
 DU0663  HISTORY     - 20071226 MARK NOT FOUND   GEOCAC
 DU0663
 DU0663                          STATION DESCRIPTION
 DU0663
 DU0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DU0663'6.1 MI W FROM FLORENCE.
 DU0663'6.1 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD SPUR TRACK
 DU0663'LEADING TO COOLIDGE FROM FLORENCE, 6.2 MILES NORTHEAST OF COOLIDGE, AT
 DU0663'STATION 465 + 045 ON THE SOUTH RIGHT-OF-WAY LINE OF THE MAGMA FLOOD
 DU0663'CONTROL CHANNEL AND BUREAU OF INDIAN AFFAIRS IRREGATION CANAL. THE
 DU0663'SOUTH RIGHT-OF-WAY LINE IS BEING LOCATED 120 FEET FROM THE CENTER LINE
 DU0663'OF THE MAGMA FLOOD CONTROL CHANNEL, SET IN THE TOP OF A CONCRETE POST
 DU0663'PROJECTING 3 INCHES ABOVE THE GROUND.
 DU0663
 DU0663                          STATION RECOVERY (1977)
 DU0663
 DU0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0663'FLORENCE, 1.7 MI N. OF JUNCTION OF STATE ROUTE 287 AT, ALONG U.S.
 DU0663'HWY. 80 AND 89, THENCE 5.7 MI W. ALONG HUNT HWY., THENCE 0.9 MI SW.
 DU0663'ALONG DOUBLE WOOD POLE TRANSMISSION LINE. 66 FT SE. OF W. BANK OF
 DU0663'MAGMA FLOOD CONTROL CHANNEL, 35 FT SE. OF CENTERLINE OF BUREAU OF
 DU0663'INDIAN AFFAIRS IRRIGATION CANAL, 4.5 FT SW. OF WITNESS POST. SET IN
 DU0663'CONCRETE POST PROJECTING 2 IN. NGS DISK STAMPED A 59 RESET 1969.
 DU0663
 DU0663                          STATION RECOVERY (2007)
 DU0663
 DU0663'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0663'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0663'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0154 ***********************************************************************
 FQ0154  DESIGNATION -  A 6
 FQ0154  PID         -  FQ0154
 FQ0154  STATE/COUNTY-  AZ/COCONINO
 FQ0154  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0154
 FQ0154                         *CURRENT SURVEY CONTROL
 FQ0154  ___________________________________________________________________
 FQ0154* NAD 83(1986)-  35 42 11.     (N)    111 29 52.     (W)     SCALED    
 FQ0154* NAVD 88     -      1564.651  (meters)    5133.36   (feet)  POSTED    
 FQ0154  ___________________________________________________________________
 FQ0154  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FQ0154  DYNAMIC HT  -        1562.620 (meters)    5126.70  (feet)  COMP
 FQ0154  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 FQ0154
 FQ0154  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0154
 FQ0154.The horizontal coordinates were scaled from a topographic map and have
 FQ0154.an estimated accuracy of +/- 6 seconds.
 FQ0154
 FQ0154.The orthometric height was determined by differential leveling
 FQ0154.and adjusted by the  in 1992.
 FQ0154.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0154.rate of 1.1 thru 2.0 mm/km.
 FQ0154
 FQ0154.The geoid height was determined by GEOID03.
 FQ0154
 FQ0154.The dynamic height is computed by dividing the NAVD 88
 FQ0154.geopotential number by the normal gravity value computed on the
 FQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0154.degrees latitude (g = 980.6199 gals.).
 FQ0154
 FQ0154.The modeled gravity was interpolated from observed gravity values.
 FQ0154
 FQ0154;                    North         East    Units  Estimated Accuracy
 FQ0154;SPC AZ C     -   521,650.      251,270.      MT  (+/- 180 meters Scaled)
 FQ0154
 FQ0154                          SUPERSEDED SURVEY CONTROL
 FQ0154
 FQ0154  NGVD 29 (??/??/92) 1563.756  (m)         5130.42   (f) ADJ UNCH    1 2
 FQ0154
 FQ0154.Superseded values are not recommended for survey control.
 FQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0154.See file dsdata.txt to determine how the superseded data were derived.
 FQ0154
 FQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE549511(NAD 83)
 FQ0154_MARKER: DB = BENCH MARK DISK
 FQ0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0154_SP_SET: BORROW PIT
 FQ0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0154
 FQ0154  HISTORY     - Date     Condition        Report By
 FQ0154  HISTORY     - UNK      MONUMENTED       CGS
 FQ0154  HISTORY     - 1934     GOOD             NGS
 FQ0154  HISTORY     - 1977     MARK NOT FOUND   NGS
 FQ0154
 FQ0154                          STATION DESCRIPTION
 FQ0154
 FQ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0154'14.6 MI S FROM CAMERON.
 FQ0154'14.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0154'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 1/4 MILE NORTH OF A
 FQ0154'FENCE CORNER, 8 FEET WEST OF THE 1921 ROUTE OF THE HIGHWAY, AND IN
 FQ0154'ROCK IN A HIGHWAY BORROW PIT.  A STANDARD DISK.  NOTE-- THIS MARK IS
 FQ0154'LOCATED APPROXIMATELY 13.1 MILES SOUTH OF CAMERON ALONG THE PRESENT
 FQ0154'ROUTE OF U.S. HWY. 89.  NOTE-- EXTENSIVE DYNAMITING HAVE BEEN USED IN
 FQ0154'THE AREA OF THE MARK.  HOWEVER THE MARK MAY BE COVERED.
 FQ0154
 FQ0154                          STATION RECOVERY (1977)
 FQ0154
 FQ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1551 ***********************************************************************
 GR1551  DESIGNATION -  A 6
 GR1551  PID         -  GR1551
 GR1551  STATE/COUNTY-  AZ/MOHAVE
 GR1551  USGS QUAD   -  HOOVER DAM (1997)
 GR1551
 GR1551                         *CURRENT SURVEY CONTROL
 GR1551  ___________________________________________________________________
 GR1551* NAD 83(1992)-  36 06 49.90665(N)    114 39 54.67233(W)     ADJUSTED  
 GR1551* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1551  ___________________________________________________________________
 GR1551  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 GR1551  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1551  HORZ ORDER  -  THIRD
 GR1551
 GR1551.The horizontal coordinates were established by classical geodetic methods
 GR1551.and adjusted by the National Geodetic Survey in August 1993.
 GR1551
 GR1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1551
 GR1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1551
 GR1551.The geoid height was determined by GEOID03.
 GR1551
 GR1551;                    North         East     Units Scale Factor Converg.
 GR1551;SPC AZ W     -   567,552.634   130,966.582   MT  1.00001695   -0 32 22.0
 GR1551;SPC AZ W     - 1,862,049.32    429,680.39   iFT  1.00001695   -0 32 22.0
 GR1551;SPC NV E     - 8,151,693.809   282,657.139   MT  0.99998416   +0 32 28.2
 GR1551;SPC NV E     -26,744,348.77    927,350.96   sFT  0.99998416   +0 32 28.2
 GR1551;UTM  11      - 3,999,102.079   710,146.163   MT  1.00014417   +1 22 35.8
 GR1551
 GR1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1551!SPC AZ W     -   0.99994653  x   1.00001695  =   0.99996348
 GR1551!SPC NV E     -   0.99994653  x   0.99998416  =   0.99993069
 GR1551!UTM  11      -   0.99994653  x   1.00014417  =   1.00009069
 GR1551
 GR1551:                Primary Azimuth Mark                     Grid Az
 GR1551:SPC AZ W     -  A 5                                      222 12 36.2
 GR1551:SPC NV E     -  A 5                                      221 07 46.0
 GR1551:UTM  11      -  A 5                                      220 17 38.4
 GR1551
 GR1551|---------------------------------------------------------------------|
 GR1551| PID    Reference Object                     Distance      Geod. Az  |
 GR1551|                                                           dddmmss.s |
 GR1551| GR1539 A 5                                 APPROX. 3.5 KM 2214014.2 |
 GR1551|---------------------------------------------------------------------|
 GR1551
 GR1551                          SUPERSEDED SURVEY CONTROL
 GR1551
 GR1551  NAD 83(1986)-  36 06 49.89288(N)    114 39 54.66110(W) AD(       ) 3
 GR1551  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1551
 GR1551.Superseded values are not recommended for survey control.
 GR1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1551.See file dsdata.txt to determine how the superseded data were derived.
 GR1551
 GR1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1014699102(NAD 83)
 GR1551_MARKER: DS = TRIANGULATION STATION DISK
 GR1551_SETTING: 66 = SET IN ROCK OUTCROP
 GR1551_SP_SET: SET IN BEDROCK
 GR1551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1551+STABILITY: POSITION/ELEVATION WELL
 GR1551
 GR1551  HISTORY     - Date     Condition        Report By
 GR1551  HISTORY     - 1947     MONUMENTED       USGS
 GR1551
 GR1551                          STATION DESCRIPTION
 GR1551
 GR1551'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1551'LOCATED ABOUT 7.7 MI NE. OF HOOVER DAM, ABOUT 0.9 MI S. OF BEACON
 GR1551'ISLAND.  ON PROMINENT ROCKY POINT, ABOUT 40 FT. ABOVE HIGH WATER
 GR1551'MARK.
 GR1551'
 GR1551'TO REACH NOT GIVEN.
 GR1551'
 GR1551'STATION MARK--STANDARD TABLET STAMPED---A6 1947---, CEMENTED IN
 GR1551'BEDROCK.
 GR1551'
 GR1551'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1455 ***********************************************************************
 CZ1455  DESIGNATION -  A 6 MDC
 CZ1455  PID         -  CZ1455
 CZ1455  STATE/COUNTY-  AZ/PINAL
 CZ1455  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1455
 CZ1455                         *CURRENT SURVEY CONTROL
 CZ1455  ___________________________________________________________________
 CZ1455* NAD 83(1986)-  32 38 38.     (N)    111 23 41.     (W)     SCALED    
 CZ1455* NAVD 88     -       583.642  (meters)    1914.83   (feet)  ADJUSTED  
 CZ1455  ___________________________________________________________________
 CZ1455  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1455  DYNAMIC HT  -         582.893 (meters)    1912.37  (feet)  COMP
 CZ1455  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 CZ1455
 CZ1455  VERT ORDER  -  FIRST     CLASS II
 CZ1455
 CZ1455.The horizontal coordinates were scaled from a topographic map and have
 CZ1455.an estimated accuracy of +/- 6 seconds.
 CZ1455
 CZ1455.The orthometric height was determined by differential leveling
 CZ1455.and adjusted in June 1991.
 CZ1455
 CZ1455.The geoid height was determined by GEOID03.
 CZ1455
 CZ1455.The dynamic height is computed by dividing the NAVD 88
 CZ1455.geopotential number by the normal gravity value computed on the
 CZ1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1455.degrees latitude (g = 980.6199 gals.).
 CZ1455
 CZ1455.The modeled gravity was interpolated from observed gravity values.
 CZ1455
 CZ1455;                    North         East    Units  Estimated Accuracy
 CZ1455;SPC AZ C     -   182,380.      262,330.      MT  (+/- 180 meters Scaled)
 CZ1455
 CZ1455                          SUPERSEDED SURVEY CONTROL
 CZ1455
 CZ1455.No superseded survey control is available for this station.
 CZ1455
 CZ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629118(NAD 83)
 CZ1455_MARKER: DB = BENCH MARK DISK
 CZ1455_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1455_SP_SET: ROCK OUTCROP
 CZ1455_STAMPING: A 6 MDC 1977
 CZ1455_MARK LOGO: USGS  
 CZ1455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1455+STABILITY: POSITION/ELEVATION WELL
 CZ1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1455+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1455
 CZ1455  HISTORY     - Date     Condition        Report By
 CZ1455  HISTORY     - 1977     MONUMENTED       USGS
 CZ1455  HISTORY     - 1980     GOOD             NGS
 CZ1455  HISTORY     - 1984     GOOD             NGS
 CZ1455  HISTORY     - 20040514 MARK NOT FOUND   NGS
 CZ1455  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1455
 CZ1455                          STATION DESCRIPTION
 CZ1455
 CZ1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1455'63.4 KM NW FROM TUCSON.
 CZ1455'62.3 KILOMETERS (38.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1455'RAILROAD FROM THE STATION AT TUCSON, THENCE 0.6 KILOMETER (0.4 MILE)
 CZ1455'SOUTHWEST ALONG PICACHO PEAK ROAD, THENCE 0.5 KILOMETER (0.3 MILE)
 CZ1455'SOUTHEAST ALONG THE EL PASO NATURAL GAS COMPANY PIPE LINE, AT THE
 CZ1455'HIGHEST SUMMIT IN THE PIPE LINE ROAD THAT CAN BE SEEN LOOKING
 CZ1455'SOUTHEAST ALONG THE PIPE LINE FROM THE CROSSING OF PICACHO PEAK ROAD,
 CZ1455'AT A ROCK CLIFF WITH SEVERAL SMALL CAVES, IN TOP OF A SMALL FLAT LEDGE
 CZ1455'ON THE NORTHWEST SLOPE OF THE CLIFF AND 1.2 METERS (4 FEET) ABOVE THE
 CZ1455'GROUND, 21.3 METERS (70 FEET) SOUTHEAST OF A FENCE AND 2.1 METERS
 CZ1455'(7 FEET) SOUTHEAST OF AND 1.2 METERS (4 FEET) HIGHER THAN THE TOP
 CZ1455'EDGE OF A SMALL CAVE.
 CZ1455'THE MARK IS 9 M ABOVE A FENCE LINE.
 CZ1455
 CZ1455                          STATION RECOVERY (1984)
 CZ1455
 CZ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1455'RECOVERED IN GOOD CONDITION.
 CZ1455
 CZ1455                          STATION RECOVERY (2004)
 CZ1455
 CZ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1455'THIS DESCRIPTION PLUS ONE FOR 6 MDC ARE INSUFFICIENT TO FIND MARK.
 CZ1455'COMPASS DIRECTIONS MAY BE WRONG.  AREA IS SUCH THAT IT IS UNLIKELY
 CZ1455'THAT MARK WAS DISTURBED.
 CZ1455
 CZ1455                          STATION RECOVERY (2008)
 CZ1455
 CZ1455'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 CZ1455'STATION A 6 MDC RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED
 CZ1455'COORDINATES OF N32
 CZ1455'38.630 W111 23.697.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1552 ***********************************************************************
 GR1552  DESIGNATION -  A 60
 GR1552  PID         -  GR1552
 GR1552  STATE/COUNTY-  AZ/MOHAVE
 GR1552  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1552
 GR1552                         *CURRENT SURVEY CONTROL
 GR1552  ___________________________________________________________________
 GR1552* NAD 83(1992)-  36 02 35.89461(N)    114 07 38.44955(W)     ADJUSTED  
 GR1552* NAVD 88     -       374.7    (meters)    1229.     (feet)  VERTCON   
 GR1552  ___________________________________________________________________
 GR1552  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 GR1552  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR1552  HORZ ORDER  -  THIRD
 GR1552
 GR1552.The horizontal coordinates were established by classical geodetic methods
 GR1552.and adjusted by the National Geodetic Survey in August 1993.
 GR1552
 GR1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1552
 GR1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1552
 GR1552.The geoid height was determined by GEOID03.
 GR1552
 GR1552;                    North         East     Units Scale Factor Converg.
 GR1552;SPC AZ W     -   559,401.930   179,357.795   MT  0.99994757   -0 13 19.3
 GR1552;SPC AZ W     - 1,835,308.17    588,444.21   iFT  0.99994757   -0 13 19.3
 GR1552;SPC NV E     - 8,144,455.945   331,196.543   MT  1.00011202   +0 51 24.5
 GR1552;SPC NV E     -26,720,602.55  1,086,600.66   sFT  1.00011202   +0 51 24.5
 GR1552;UTM  11      - 3,992,570.723   758,797.388   MT  1.00042534   +1 41 28.3
 GR1552
 GR1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1552!SPC AZ W     -   0.99994549  x   0.99994757  =   0.99989306
 GR1552!SPC NV E     -   0.99994549  x   1.00011202  =   1.00005750
 GR1552!UTM  11      -   0.99994549  x   1.00042534  =   1.00037081
 GR1552
 GR1552:                Primary Azimuth Mark                     Grid Az
 GR1552:SPC AZ W     -  A 59                                     204 43 53.9
 GR1552:SPC NV E     -  A 59                                     203 39 10.1
 GR1552:UTM  11      -  A 59                                     202 49 06.3
 GR1552
 GR1552|---------------------------------------------------------------------|
 GR1552| PID    Reference Object                     Distance      Geod. Az  |
 GR1552|                                                           dddmmss.s |
 GR1552| GR1549 A 59                                APPROX. 2.2 KM 2043034.6 |
 GR1552|---------------------------------------------------------------------|
 GR1552
 GR1552                          SUPERSEDED SURVEY CONTROL
 GR1552
 GR1552  NAD 83(1986)-  36 02 35.88741(N)    114 07 38.44927(W) AD(       ) 3
 GR1552  NGVD 29 (06/27/88)  374.0    (m)         1227.     (f) VERT ANG    3  
 GR1552
 GR1552.Superseded values are not recommended for survey control.
 GR1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1552.See file dsdata.txt to determine how the superseded data were derived.
 GR1552
 GR1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5879792571(NAD 83)
 GR1552_MARKER: DS = TRIANGULATION STATION DISK
 GR1552_SETTING: 80 = SET IN A BOULDER
 GR1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1552+STABILITY: SURFACE MOTION
 GR1552
 GR1552  HISTORY     - Date     Condition        Report By
 GR1552  HISTORY     - 1948     MONUMENTED       USGS
 GR1552
 GR1552                          STATION DESCRIPTION
 GR1552
 GR1552'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1552'LOCATED ABOUT 1.7 MI NE. OF N.P.S. LIGHT BASE ON ROCKY POINT.
 GR1552'ABOUT 20 FT. NE. OF HIGHEST POINT OF ISLAND WHICH IS ABOUT 800
 GR1552'FT. N. OF PROMINENT FAULT, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1552'
 GR1552'TO REACH NOT GIVEN.
 GR1552'
 GR1552'STATION MARK--STANDARD TABLET STAMPED---A 60 1948---, CEMENTED IN
 GR1552'TOP OF BOULDER IN PLACE.
 GR1552'
 GR1552'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0109 ***********************************************************************
 FR0109  DESIGNATION -  A 61
 FR0109  PID         -  FR0109
 FR0109  STATE/COUNTY-  AZ/COCONINO
 FR0109  USGS QUAD   -  HOWARD MESA (1989)
 FR0109
 FR0109                         *CURRENT SURVEY CONTROL
 FR0109  ___________________________________________________________________
 FR0109* NAD 83(1986)-  35 29 37.     (N)    112 11 36.     (W)     SCALED    
 FR0109* NAVD 88     -      1833.739  (meters)    6016.19   (feet)  POSTED    
 FR0109  ___________________________________________________________________
 FR0109  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0109  DYNAMIC HT  -        1831.260 (meters)    6008.06  (feet)  COMP
 FR0109  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 FR0109
 FR0109  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0109
 FR0109.The horizontal coordinates were scaled from a topographic map and have
 FR0109.an estimated accuracy of +/- 6 seconds.
 FR0109
 FR0109.The orthometric height was determined by differential leveling
 FR0109.and adjusted by the  in 1992.
 FR0109.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0109.rate of 0.0 thru 1.0 mm/km.
 FR0109
 FR0109.The geoid height was determined by GEOID03.
 FR0109
 FR0109.The dynamic height is computed by dividing the NAVD 88
 FR0109.geopotential number by the normal gravity value computed on the
 FR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0109.degrees latitude (g = 980.6199 gals.).
 FR0109
 FR0109.The modeled gravity was interpolated from observed gravity values.
 FR0109
 FR0109;                    North         East    Units  Estimated Accuracy
 FR0109;SPC AZ C     -   498,370.      188,260.      MT  (+/- 180 meters Scaled)
 FR0109
 FR0109                          SUPERSEDED SURVEY CONTROL
 FR0109
 FR0109  NGVD 29 (??/??/92) 1832.826  (m)         6013.20   (f) ADJ UNCH    2 0
 FR0109
 FR0109.Superseded values are not recommended for survey control.
 FR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0109.See file dsdata.txt to determine how the superseded data were derived.
 FR0109
 FR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE917284(NAD 83)
 FR0109_MARKER: DB = BENCH MARK DISK
 FR0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0109_STAMPING: A 61 1934
 FR0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0109+STABILITY: SURFACE MOTION
 FR0109
 FR0109  HISTORY     - Date     Condition        Report By
 FR0109  HISTORY     - 1934     MONUMENTED       CGS
 FR0109
 FR0109                          STATION DESCRIPTION
 FR0109
 FR0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0109'18.25 MI N FROM WILLIAMS.
 FR0109'18.25 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0109'THE STATION AT WILLIAMS, COCONINO COUNTY, 4 FEET SOUTH OF MILEAGE POST
 FR0109'17-1/2, AND 41 FEET WEST OF THE CENTER LINE OF THE TRACK. A STANDARD
 FR0109'DISK, STAMPED A 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1015 ***********************************************************************
 FS1015  DESIGNATION -  A 61
 FS1015  PID         -  FS1015
 FS1015  STATE/COUNTY-  AZ/MOHAVE
 FS1015  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS1015
 FS1015                         *CURRENT SURVEY CONTROL
 FS1015  ___________________________________________________________________
 FS1015* NAD 83(1992)-  35 59 45.11798(N)    114 09 28.69955(W)     ADJUSTED  
 FS1015* NAVD 88     -       670.7    (meters)    2200.     (feet)  VERTCON   
 FS1015  ___________________________________________________________________
 FS1015  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 FS1015  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FS1015  HORZ ORDER  -  THIRD
 FS1015
 FS1015.The horizontal coordinates were established by classical geodetic methods
 FS1015.and adjusted by the National Geodetic Survey in August 1993.
 FS1015
 FS1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1015
 FS1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1015
 FS1015.The geoid height was determined by GEOID03.
 FS1015
 FS1015;                    North         East     Units Scale Factor Converg.
 FS1015;SPC AZ W     -   554,149.682   176,576.167   MT  0.99995000   -0 14 23.2
 FS1015;SPC AZ W     - 1,818,076.38    579,318.13   iFT  0.99995000   -0 14 23.2
 FS1015;SPC NV E     - 8,139,151.440   328,513.816   MT  1.00010344   +0 50 16.2
 FS1015;SPC NV E     -26,703,199.35  1,077,799.08   sFT  1.00010344   +0 50 16.2
 FS1015;UTM  11      - 3,987,226.085   756,191.339   MT  1.00040881   +1 40 16.5
 FS1015
 FS1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1015!SPC AZ W     -   0.99989905  x   0.99995000  =   0.99984906
 FS1015!SPC NV E     -   0.99989905  x   1.00010344  =   1.00000248
 FS1015!UTM  11      -   0.99989905  x   1.00040881  =   1.00030782
 FS1015
 FS1015:                Primary Azimuth Mark                     Grid Az
 FS1015:SPC AZ W     -  A 50                                     281 31 45.3
 FS1015:SPC NV E     -  A 50                                     280 27 05.9
 FS1015:UTM  11      -  A 50                                     279 37 05.6
 FS1015
 FS1015|---------------------------------------------------------------------|
 FS1015| PID    Reference Object                     Distance      Geod. Az  |
 FS1015|                                                           dddmmss.s |
 FS1015| GR1540 A 50                                APPROX. 5.4 KM 2811722.1 |
 FS1015|---------------------------------------------------------------------|
 FS1015
 FS1015                          SUPERSEDED SURVEY CONTROL
 FS1015
 FS1015  NAD 83(1986)-  35 59 45.11171(N)    114 09 28.69791(W) AD(       ) 3
 FS1015  NGVD 29 (06/27/88)  670.0    (m)         2198.     (f) VERT ANG    3  
 FS1015
 FS1015.Superseded values are not recommended for survey control.
 FS1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1015.See file dsdata.txt to determine how the superseded data were derived.
 FS1015
 FS1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5619187226(NAD 83)
 FS1015_MARKER: DS = TRIANGULATION STATION DISK
 FS1015_SETTING: 66 = SET IN ROCK OUTCROP
 FS1015_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1015+STABILITY: POSITION/ELEVATION WELL
 FS1015
 FS1015  HISTORY     - Date     Condition        Report By
 FS1015  HISTORY     - 1948     MONUMENTED       USGS
 FS1015
 FS1015                          STATION DESCRIPTION
 FS1015
 FS1015'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 FS1015'LOCATED ABOUT 2.1 MI S. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 FS1015'HIGHEST POINT OF CONTINUOUS RIDGE THAT ENDS AT HIGH WATER MARK OF
 FS1015'SMALL BAY W. OF ROCKY POINT, ABOUT 950 FT. ABOVE HIGH WATER MARK.
 FS1015'
 FS1015'TO REACH NOT GIVEN.
 FS1015'
 FS1015'STATION MARK--STANDARD TABLET STAMPED---A61 1948---, CEMENTED IN
 FS1015'ROCK OUTCROP.
 FS1015'
 FS1015'RMS--NONE SET.
 FS1015'
 FS1015'NOTE--FAIRCHILD STATION DESIGNATED AS F160, IS DRILL HOLE IN
 FS1015'WHICH TABLET IS CEMENTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0519 ***********************************************************************
 FQ0519  DESIGNATION -  A 62
 FQ0519  PID         -  FQ0519
 FQ0519  STATE/COUNTY-  AZ/COCONINO
 FQ0519  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0519
 FQ0519                         *CURRENT SURVEY CONTROL
 FQ0519  ___________________________________________________________________
 FQ0519* NAD 83(1986)-  35 59 40.     (N)    111 55 55.     (W)     SCALED    
 FQ0519* NAVD 88     -      2153.543  (meters)    7065.42   (feet)  POSTED    
 FQ0519  ___________________________________________________________________
 FQ0519  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0519  DYNAMIC HT  -        2150.610 (meters)    7055.79  (feet)  COMP
 FQ0519  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 FQ0519
 FQ0519  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0519
 FQ0519.The horizontal coordinates were scaled from a topographic map and have
 FQ0519.an estimated accuracy of +/- 6 seconds.
 FQ0519
 FQ0519.The orthometric height was determined by differential leveling
 FQ0519.and adjusted by the  in 1992.
 FQ0519.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0519.was located on a no-check spur therefore a value was not computed.
 FQ0519.No vertical observational check was made to the station.
 FQ0519
 FQ0519.The geoid height was determined by GEOID03.
 FQ0519
 FQ0519.The dynamic height is computed by dividing the NAVD 88
 FQ0519.geopotential number by the normal gravity value computed on the
 FQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0519.degrees latitude (g = 980.6199 gals.).
 FQ0519
 FQ0519.The modeled gravity was interpolated from observed gravity values.
 FQ0519
 FQ0519;                    North         East    Units  Estimated Accuracy
 FQ0519;SPC AZ C     -   553,900.      211,980.      MT  (+/- 180 meters Scaled)
 FQ0519
 FQ0519                          SUPERSEDED SURVEY CONTROL
 FQ0519
 FQ0519  NGVD 29 (??/??/92) 2152.499  (m)         7061.99   (f) ADJ UNCH    2 0
 FQ0519
 FQ0519.Superseded values are not recommended for survey control.
 FQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0519.See file dsdata.txt to determine how the superseded data were derived.
 FQ0519
 FQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE159837(NAD 83)
 FQ0519_MARKER: DB = BENCH MARK DISK
 FQ0519_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0519_SP_SET: LIMESTONE OUTCROP
 FQ0519_STAMPING: A 62 1934
 FQ0519_MARK LOGO: CGS   
 FQ0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0519+STABILITY: POSITION/ELEVATION WELL
 FQ0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0519+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 FQ0519
 FQ0519  HISTORY     - Date     Condition        Report By
 FQ0519  HISTORY     - 1934     MONUMENTED       CGS
 FQ0519  HISTORY     - 20060812 GOOD             GEOCAC
 FQ0519
 FQ0519                          STATION DESCRIPTION
 FQ0519
 FQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0519'27.4 KM (17.00 MI) EAST FROM GRAND CANYON.
 FQ0519'ABOUT 17.0 MI EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT GRAND
 FQ0519'CANYON, ABOUT 245 YARDS EAST OF A NATIONAL PARK SERVICE SIGN
 FQ0519'READING--BE CAREFUL WITH FIRE, 122 FT EAST OF A 2-FT GALVANIZED-IRON
 FQ0519'CULVERT, 39 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 FQ0519'TOP OF A LIMESTONE OUTCROP.
 FQ0519
 FQ0519                          STATION RECOVERY (2006)
 FQ0519
 FQ0519'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FQ0519'THE NPS SIGN DESCRIBED NO LONGER EXISTS.
 FQ0519' 
 FQ0519'TO REACH - APPROX 3.2 MIILES EAST ON 64 FROM THE INTERSECTION WITH
 FQ0519'COCONINO RIM RD.
 FQ0519'ABOUT 122 FEET EAST OF A CULVERT AND 39 FEET SOUTH OF THE CENTER LINE
 FQ0519'OF THE HIGHWAY AND IN THE TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1553 ***********************************************************************
 GR1553  DESIGNATION -  A 62
 GR1553  PID         -  GR1553
 GR1553  STATE/COUNTY-  AZ/MOHAVE
 GR1553  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1553
 GR1553                         *CURRENT SURVEY CONTROL
 GR1553  ___________________________________________________________________
 GR1553* NAD 83(1992)-  36 01 18.30740(N)    114 05 01.62494(W)     ADJUSTED  
 GR1553* NAVD 88     -       945.7    (meters)    3103.     (feet)  VERTCON   
 GR1553  ___________________________________________________________________
 GR1553  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 GR1553  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GR1553  HORZ ORDER  -  THIRD
 GR1553
 GR1553.The horizontal coordinates were established by classical geodetic methods
 GR1553.and adjusted by the National Geodetic Survey in August 1993.
 GR1553
 GR1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1553
 GR1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1553
 GR1553.The geoid height was determined by GEOID03.
 GR1553
 GR1553;                    North         East     Units Scale Factor Converg.
 GR1553;SPC AZ W     -   556,996.342   183,274.960   MT  0.99994448   -0 11 46.7
 GR1553;SPC AZ W     - 1,827,415.82    601,295.80   iFT  0.99994448   -0 11 46.7
 GR1553;SPC NV E     - 8,142,124.116   335,158.979   MT  1.00012503   +0 52 55.2
 GR1553;SPC NV E     -26,712,952.20  1,099,600.75   sFT  1.00012503   +0 52 55.2
 GR1553;UTM  11      - 3,990,296.102   762,794.630   MT  1.00045104   +1 42 57.5
 GR1553
 GR1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1553!SPC AZ W     -   0.99985585  x   0.99994448  =   0.99980034
 GR1553!SPC NV E     -   0.99985585  x   1.00012503  =   0.99998086
 GR1553!UTM  11      -   0.99985585  x   1.00045104  =   1.00030683
 GR1553
 GR1553:                Primary Azimuth Mark                     Grid Az
 GR1553:SPC AZ W     -  TUT                                      198 46 36.6
 GR1553:SPC NV E     -  TUT                                      197 41 54.7
 GR1553:UTM  11      -  TUT                                      196 51 52.4
 GR1553
 GR1553|---------------------------------------------------------------------|
 GR1553| PID    Reference Object                     Distance      Geod. Az  |
 GR1553|                                                           dddmmss.s |
 GR1553| FS1017 TUT                                 APPROX. 8.2 KM 1983449.9 |
 GR1553|---------------------------------------------------------------------|
 GR1553
 GR1553                          SUPERSEDED SURVEY CONTROL
 GR1553
 GR1553  NAD 83(1986)-  36 01 18.30138(N)    114 05 01.62506(W) AD(       ) 3
 GR1553  NGVD 29 (06/27/88)  945.0    (m)         3100.     (f) VERT ANG    3  
 GR1553
 GR1553.Superseded values are not recommended for survey control.
 GR1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1553.See file dsdata.txt to determine how the superseded data were derived.
 GR1553
 GR1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6279590296(NAD 83)
 GR1553_MARKER: DS = TRIANGULATION STATION DISK
 GR1553_SETTING: 80 = SET IN A BOULDER
 GR1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1553+STABILITY: SURFACE MOTION
 GR1553
 GR1553  HISTORY     - Date     Condition        Report By
 GR1553  HISTORY     - 1948     MONUMENTED       USGS
 GR1553  HISTORY     - 1951     GOOD             USGS
 GR1553
 GR1553                          STATION DESCRIPTION
 GR1553
 GR1553'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1553'LOCATED ABOUT 0.3 MI N. OF NEW MEADVIEW STORE AND RESTAURANT ON
 GR1553'SOUTH COVE RD.  ON HIGHEST PART OF SMALL ROLLING HILL, ABOUT 1500
 GR1553'FT. W. OF RD., 50 FT. E. OF WEST EDGE OF MAIN PLATEAU.
 GR1553'
 GR1553'TO REACH NOT GIVEN.
 GR1553'
 GR1553'STATION MARK--STANDARD TABLET STAMPED---A62 1948---, CEMENTED IN
 GR1553'TOP OF BOULDER IN PLACE.
 GR1553'
 GR1553'RMS--NONE SET.
 GR1553
 GR1553                          STATION RECOVERY (1951)
 GR1553
 GR1553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1553'RECOVERED IN GOOD CONDITION.
 GR1553'
 GR1553'LOCATED ABOUT 0.3 MI N. OF NEW MEADVIEW STORE AND RESTAURANT ON
 GR1553'SOUTH COVE RD.  ABOUT 1500 FT. W. OF RD., ON HIGHEST PART OF
 GR1553'SMALL ROLLING HILL, 50 FT. E. OF WEST EDGE OF MAIN PLATEAU.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0164 ***********************************************************************
 GP0164  DESIGNATION -  A 63
 GP0164  PID         -  GP0164
 GP0164  STATE/COUNTY-  AZ/COCONINO
 GP0164  USGS QUAD   -  MOENKOPI (1969)
 GP0164
 GP0164                         *CURRENT SURVEY CONTROL
 GP0164  ___________________________________________________________________
 GP0164* NAD 83(1986)-  36 04 34.     (N)    111 11 06.     (W)     SCALED    
 GP0164* NAVD 88     -      1544.611  (meters)    5067.61   (feet)  ADJUSTED  
 GP0164  ___________________________________________________________________
 GP0164  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0164  DYNAMIC HT  -        1542.649 (meters)    5061.17  (feet)  COMP
 GP0164  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 GP0164
 GP0164  VERT ORDER  -  SECOND    CLASS 0
 GP0164
 GP0164.The horizontal coordinates were scaled from a topographic map and have
 GP0164.an estimated accuracy of +/- 6 seconds.
 GP0164
 GP0164.The orthometric height was determined by differential leveling
 GP0164.and adjusted in June 1991.
 GP0164
 GP0164.The geoid height was determined by GEOID03.
 GP0164
 GP0164.The dynamic height is computed by dividing the NAVD 88
 GP0164.geopotential number by the normal gravity value computed on the
 GP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0164.degrees latitude (g = 980.6199 gals.).
 GP0164
 GP0164.The modeled gravity was interpolated from observed gravity values.
 GP0164
 GP0164;                    North         East    Units  Estimated Accuracy
 GP0164;SPC AZ C     -   563,210.      279,260.      MT  (+/- 180 meters Scaled)
 GP0164
 GP0164                          SUPERSEDED SURVEY CONTROL
 GP0164
 GP0164  NGVD 29 (??/??/92) 1543.687  (m)         5064.58   (f) ADJ UNCH    2 0
 GP0164
 GP0164.Superseded values are not recommended for survey control.
 GP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0164.See file dsdata.txt to determine how the superseded data were derived.
 GP0164
 GP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE833924(NAD 83)
 GP0164_MARKER: DB = BENCH MARK DISK
 GP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0164_STAMPING: A 63 1934
 GP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0164+STABILITY: SURFACE MOTION
 GP0164
 GP0164  HISTORY     - Date     Condition        Report By
 GP0164  HISTORY     - 1934     MONUMENTED       CGS
 GP0164  HISTORY     - 1969     MARK NOT FOUND   NGS
 GP0164  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0164
 GP0164                          STATION DESCRIPTION
 GP0164
 GP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0164'5.6 MI SE FROM TUBA CITY.
 GP0164'5.6 MILES SOUTHEAST ALONG THE ORAIBI ROAD FROM TUBA CITY, COCONINO
 GP0164'COUNTY, 2.2 MILES EAST OF THE ROAD INTERSECTION AT MOENKOPI WASH, AND
 GP0164'36 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GP0164'A 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0164
 GP0164                          STATION RECOVERY (1969)
 GP0164
 GP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GP0164'MARK NOT FOUND.
 GP0164
 GP0164                          STATION RECOVERY (1983)
 GP0164
 GP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1554 ***********************************************************************
 GR1554  DESIGNATION -  A 63
 GR1554  PID         -  GR1554
 GR1554  STATE/COUNTY-  AZ/MOHAVE
 GR1554  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1554
 GR1554                         *CURRENT SURVEY CONTROL
 GR1554  ___________________________________________________________________
 GR1554* NAD 83(1992)-  36 03 34.88165(N)    114 07 02.46279(W)     ADJUSTED  
 GR1554* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 GR1554  ___________________________________________________________________
 GR1554  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 GR1554  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR1554  HORZ ORDER  -  THIRD
 GR1554
 GR1554.The horizontal coordinates were established by classical geodetic methods
 GR1554.and adjusted by the National Geodetic Survey in August 1993.
 GR1554
 GR1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1554
 GR1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1554
 GR1554.The geoid height was determined by GEOID03.
 GR1554
 GR1554;                    North         East     Units Scale Factor Converg.
 GR1554;SPC AZ W     -   561,216.487   180,265.413   MT  0.99994682   -0 12 58.4
 GR1554;SPC AZ W     - 1,841,261.44    591,421.96   iFT  0.99994682   -0 12 58.4
 GR1554;SPC NV E     - 8,146,287.577   332,069.973   MT  1.00011486   +0 51 47.0
 GR1554;SPC NV E     -26,726,611.83  1,089,466.24   sFT  1.00011486   +0 51 47.0
 GR1554;UTM  11      - 3,994,415.463   759,644.314   MT  1.00043075   +1 41 51.9
 GR1554
 GR1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1554!SPC AZ W     -   0.99994596  x   0.99994682  =   0.99989278
 GR1554!SPC NV E     -   0.99994596  x   1.00011486  =   1.00006081
 GR1554!UTM  11      -   0.99994596  x   1.00043075  =   1.00037668
 GR1554
 GR1554:                Primary Azimuth Mark                     Grid Az
 GR1554:SPC AZ W     -  A 60                                     206 34 25.2
 GR1554:SPC NV E     -  A 60                                     205 29 39.8
 GR1554:UTM  11      -  A 60                                     204 39 34.9
 GR1554
 GR1554|---------------------------------------------------------------------|
 GR1554| PID    Reference Object                     Distance      Geod. Az  |
 GR1554|                                                           dddmmss.s |
 GR1554| GR1552 A 60                                APPROX. 2.0 KM 2062126.8 |
 GR1554|---------------------------------------------------------------------|
 GR1554
 GR1554                          SUPERSEDED SURVEY CONTROL
 GR1554
 GR1554  NAD 83(1986)-  36 03 34.87403(N)    114 07 02.46283(W) AD(       ) 3
 GR1554  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG    3  
 GR1554
 GR1554.Superseded values are not recommended for survey control.
 GR1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1554.See file dsdata.txt to determine how the superseded data were derived.
 GR1554
 GR1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5964494415(NAD 83)
 GR1554_MARKER: DS = TRIANGULATION STATION DISK
 GR1554_SETTING: 80 = SET IN A BOULDER
 GR1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1554+STABILITY: SURFACE MOTION
 GR1554
 GR1554  HISTORY     - Date     Condition        Report By
 GR1554  HISTORY     - 1948     MONUMENTED       USGS
 GR1554
 GR1554                          STATION DESCRIPTION
 GR1554
 GR1554'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1554'LOCATED ABOUT 3 MI NW. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 GR1554'SMALL TOP ABOUT 250 FT. E. OF HIGH WATER MARK AT WEST END OF LOW,
 GR1554'FLAT RIDGE, ABOUT 25 FT. ABOVE HIGH WATER MARK.
 GR1554'
 GR1554'TO REACH NOT GIVEN.
 GR1554'
 GR1554'STATION MARK--STANDARD TABLET STAMPED---A 63 1948---, CEMENTED IN
 GR1554'TOP OF BOULDER IN PLACE.
 GR1554'
 GR1554'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0130 ***********************************************************************
 FQ0130  DESIGNATION -  A 64
 FQ0130  PID         -  FQ0130
 FQ0130  STATE/COUNTY-  AZ/NAVAJO
 FQ0130  USGS QUAD   -  HOTEVILLA (1991)
 FQ0130
 FQ0130                         *CURRENT SURVEY CONTROL
 FQ0130  ___________________________________________________________________
 FQ0130* NAD 83(1986)-  35 54 06.     (N)    110 39 55.     (W)     SCALED    
 FQ0130* NAVD 88     -      1942.554  (meters)    6373.20   (feet)  ADJUSTED  
 FQ0130  ___________________________________________________________________
 FQ0130  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 FQ0130  DYNAMIC HT  -        1940.044 (meters)    6364.96  (feet)  COMP
 FQ0130  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 FQ0130
 FQ0130  VERT ORDER  -  SECOND    CLASS 0
 FQ0130
 FQ0130.The horizontal coordinates were scaled from a topographic map and have
 FQ0130.an estimated accuracy of +/- 6 seconds.
 FQ0130
 FQ0130.The orthometric height was determined by differential leveling
 FQ0130.and adjusted in June 1991.
 FQ0130
 FQ0130.The geoid height was determined by GEOID03.
 FQ0130
 FQ0130.The dynamic height is computed by dividing the NAVD 88
 FQ0130.geopotential number by the normal gravity value computed on the
 FQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0130.degrees latitude (g = 980.6199 gals.).
 FQ0130
 FQ0130.The modeled gravity was interpolated from observed gravity values.
 FQ0130
 FQ0130;                    North         East    Units  Estimated Accuracy
 FQ0130;SPC AZ E     -   543,720.      168,350.      MT  (+/- 180 meters Scaled)
 FQ0130
 FQ0130                          SUPERSEDED SURVEY CONTROL
 FQ0130
 FQ0130  NGVD 29 (??/??/92) 1941.673  (m)         6370.31   (f) ADJ UNCH    2 0
 FQ0130
 FQ0130.Superseded values are not recommended for survey control.
 FQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0130.See file dsdata.txt to determine how the superseded data were derived.
 FQ0130
 FQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE302730(NAD 83)
 FQ0130_MARKER: DB = BENCH MARK DISK
 FQ0130_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0130_SP_SET: SANDSTONE OUTCROP
 FQ0130_STAMPING: A 64 1934
 FQ0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0130+STABILITY: POSITION/ELEVATION WELL
 FQ0130
 FQ0130  HISTORY     - Date     Condition        Report By
 FQ0130  HISTORY     - 1934     MONUMENTED       CGS
 FQ0130  HISTORY     - 1966     GOOD             USGS
 FQ0130
 FQ0130                          STATION DESCRIPTION
 FQ0130
 FQ0130'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0130'4.1 MI NW FROM ORAIBI.
 FQ0130'FROM THE HOTEVILA DAY SCHOOL, DRIVE EAST 0.2 MILES TO STATE HIGHWAY
 FQ0130'264, THENCE 1.3 MILES SOUTH, THENCE 0.2 MILES ALONG A DIRT ROAD THAT
 FQ0130'RUNS PARALLEL TO THE STATE HIGHWAY TO BM.  BM IS 150 FEET SOUTH OF AND
 FQ0130'30 FEET ABOVE HIGHWAY.  100 YARDS WEST OF THE EDGE OF A LARGE ROCK
 FQ0130'CANYON, 46 FEET SOUTH OF A DIRT ROAD AND IN THE TOP OF A LARGE GRAY
 FQ0130'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1555 ***********************************************************************
 GR1555  DESIGNATION -  A 64
 GR1555  PID         -  GR1555
 GR1555  STATE/COUNTY-  AZ/MOHAVE
 GR1555  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1555
 GR1555                         *CURRENT SURVEY CONTROL
 GR1555  ___________________________________________________________________
 GR1555* NAD 83(1992)-  36 04 43.61132(N)    114 06 24.87235(W)     ADJUSTED  
 GR1555* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1555  ___________________________________________________________________
 GR1555  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 GR1555  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GR1555  HORZ ORDER  -  THIRD
 GR1555
 GR1555.The horizontal coordinates were established by classical geodetic methods
 GR1555.and adjusted by the National Geodetic Survey in August 1993.
 GR1555
 GR1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1555
 GR1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1555
 GR1555.The geoid height was determined by GEOID03.
 GR1555
 GR1555;                    North         East     Units Scale Factor Converg.
 GR1555;SPC AZ W     -   563,331.265   181,213.885   MT  0.99994606   -0 12 36.7
 GR1555;SPC AZ W     - 1,848,199.69    594,533.74   iFT  0.99994606   -0 12 36.7
 GR1555;SPC NV E     - 8,148,420.211   332,978.589   MT  1.00011782   +0 52 10.5
 GR1555;SPC NV E     -26,733,608.64  1,092,447.25   sFT  1.00011782   +0 52 10.5
 GR1555;UTM  11      - 3,996,561.791   760,522.036   MT  1.00043638   +1 42 16.9
 GR1555
 GR1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1555!SPC AZ W     -   0.99994642  x   0.99994606  =   0.99989248
 GR1555!SPC NV E     -   0.99994642  x   1.00011782  =   1.00006423
 GR1555!UTM  11      -   0.99994642  x   1.00043638  =   1.00038278
 GR1555
 GR1555:                Primary Azimuth Mark                     Grid Az
 GR1555:SPC AZ W     -  A 63                                     204 09 22.2
 GR1555:SPC NV E     -  A 63                                     203 04 35.0
 GR1555:UTM  11      -  A 63                                     202 14 28.6
 GR1555
 GR1555|---------------------------------------------------------------------|
 GR1555| PID    Reference Object                     Distance      Geod. Az  |
 GR1555|                                                           dddmmss.s |
 GR1555| GR1554 A 63                                APPROX. 2.3 KM 2035645.5 |
 GR1555|---------------------------------------------------------------------|
 GR1555
 GR1555                          SUPERSEDED SURVEY CONTROL
 GR1555
 GR1555  NAD 83(1986)-  36 04 43.60320(N)    114 06 24.87269(W) AD(       ) 3
 GR1555  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG    3  
 GR1555
 GR1555.Superseded values are not recommended for survey control.
 GR1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1555.See file dsdata.txt to determine how the superseded data were derived.
 GR1555
 GR1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6052296562(NAD 83)
 GR1555_MARKER: DS = TRIANGULATION STATION DISK
 GR1555_SETTING: 66 = SET IN ROCK OUTCROP
 GR1555_SP_SET: SET IN ROCK OUTCROP
 GR1555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1555+STABILITY: POSITION/ELEVATION WELL
 GR1555
 GR1555  HISTORY     - Date     Condition        Report By
 GR1555  HISTORY     - 1948     MONUMENTED       USGS
 GR1555
 GR1555                          STATION DESCRIPTION
 GR1555
 GR1555'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1555'LOCATED ABOUT 2.5 MI S. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1555'ABOUT 60 FT. W. OF HIGH WATER MARK AT WEST END OF REDDISH-COLORED
 GR1555'RIDGE, ABOUT 2 FT. BELOW HIGH WATER MARK.
 GR1555'
 GR1555'TO REACH NOT GIVEN.
 GR1555'
 GR1555'STATION MARK--STANDARD TABLET STAMPED---A 64 1948---, CEMENTED IN
 GR1555'TOP OF ROCK OUTCROP.
 GR1555'
 GR1555'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0309 ***********************************************************************
 ES0309  DESIGNATION -  A 65
 ES0309  PID         -  ES0309
 ES0309  STATE/COUNTY-  AZ/GILA
 ES0309  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0309
 ES0309                         *CURRENT SURVEY CONTROL
 ES0309  ___________________________________________________________________
 ES0309* NAD 83(1986)-  34 14 28.     (N)    111 19 14.     (W)     SCALED    
 ES0309* NAVD 88     -      1513.803  (meters)    4966.54   (feet)  ADJUSTED  
 ES0309  ___________________________________________________________________
 ES0309  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 ES0309  DYNAMIC HT  -        1511.713 (meters)    4959.68  (feet)  COMP
 ES0309  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 ES0309
 ES0309  VERT ORDER  -  SECOND    CLASS 0
 ES0309
 ES0309.The horizontal coordinates were scaled from a topographic map and have
 ES0309.an estimated accuracy of +/- 6 seconds.
 ES0309
 ES0309.The orthometric height was determined by differential leveling
 ES0309.and adjusted in June 1991.
 ES0309
 ES0309.The geoid height was determined by GEOID03.
 ES0309
 ES0309.The dynamic height is computed by dividing the NAVD 88
 ES0309.geopotential number by the normal gravity value computed on the
 ES0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0309.degrees latitude (g = 980.6199 gals.).
 ES0309
 ES0309.The modeled gravity was interpolated from observed gravity values.
 ES0309
 ES0309;                    North         East    Units  Estimated Accuracy
 ES0309;SPC AZ E     -   360,000.      107,070.      MT  (+/- 180 meters Scaled)
 ES0309
 ES0309                          SUPERSEDED SURVEY CONTROL
 ES0309
 ES0309  NGVD 29 (??/??/92) 1513.043  (m)         4964.04   (f) ADJ UNCH    2 0
 ES0309
 ES0309.Superseded values are not recommended for survey control.
 ES0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0309.See file dsdata.txt to determine how the superseded data were derived.
 ES0309
 ES0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC704889(NAD 83)
 ES0309_MARKER: DB = BENCH MARK DISK
 ES0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0309_STAMPING: A 65 1934
 ES0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0309+STABILITY: SURFACE MOTION
 ES0309
 ES0309  HISTORY     - Date     Condition        Report By
 ES0309  HISTORY     - 1934     MONUMENTED       CGS
 ES0309  HISTORY     - 1972     GOOD             USGS
 ES0309  HISTORY     - 19971010 MARK NOT FOUND   USPSQD
 ES0309
 ES0309                          STATION DESCRIPTION
 ES0309
 ES0309'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0309'1.8 MI NE FROM PAYSON.
 ES0309'PAYSON POST OFFICE, 0.6 MILES EAST ON MAIN STREET, THENCE 0.7 MILES
 ES0309'NORTH ON STATE HIGHWAY 87, THENCE 0.1 MILE EAST ON STATE HIGHWAY 260,
 ES0309'181 FEET NORTH OF HIGHWAY 260, 140 FEET NNE OF THE SW CORNER OF A
 ES0309'CONCRETE CULVERT ON NORTH SIDE OF HIGHWAY 260, 18 FEET EAST OF TRACK
 ES0309'ROAD (C/L) RUNNING NS, 33 FEET NORTH OF CENTERLINE OF EW TRACK ROAD.
 ES0309'SET IN A CONCRETE POST ABOUT 6 INCHES ABOVE THE GROUND.
 ES0309
 ES0309                          STATION RECOVERY (1997)
 ES0309
 ES0309'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1556 ***********************************************************************
 GR1556  DESIGNATION -  A 65
 GR1556  PID         -  GR1556
 GR1556  STATE/COUNTY-  AZ/MOHAVE
 GR1556  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1556
 GR1556                         *CURRENT SURVEY CONTROL
 GR1556  ___________________________________________________________________
 GR1556* NAD 83(1992)-  36 05 32.93597(N)    114 06 13.14714(W)     ADJUSTED  
 GR1556* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1556  ___________________________________________________________________
 GR1556  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 GR1556  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR1556  HORZ ORDER  -  THIRD
 GR1556
 GR1556.The horizontal coordinates were established by classical geodetic methods
 GR1556.and adjusted by the National Geodetic Survey in August 1993.
 GR1556
 GR1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1556
 GR1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1556
 GR1556.The geoid height was determined by GEOID03.
 GR1556
 GR1556;                    North         East     Units Scale Factor Converg.
 GR1556;SPC AZ W     -   564,850.405   181,512.765   MT  0.99994583   -0 12 30.0
 GR1556;SPC AZ W     - 1,853,183.74    595,514.32   iFT  0.99994583   -0 12 30.0
 GR1556;SPC NV E     - 8,149,944.977   333,248.830   MT  1.00011871   +0 52 18.5
 GR1556;SPC NV E     -26,738,611.15  1,093,333.87   sFT  1.00011871   +0 52 18.5
 GR1556;UTM  11      - 3,998,090.822   760,770.101   MT  1.00043797   +1 42 25.8
 GR1556
 GR1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1556!SPC AZ W     -   0.99994500  x   0.99994583  =   0.99989084
 GR1556!SPC NV E     -   0.99994500  x   1.00011871  =   1.00006371
 GR1556!UTM  11      -   0.99994500  x   1.00043797  =   1.00038295
 GR1556
 GR1556                          SUPERSEDED SURVEY CONTROL
 GR1556
 GR1556  NAD 83(1986)-  36 05 32.92754(N)    114 06 13.14760(W) AD(       ) 3
 GR1556  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GR1556
 GR1556.Superseded values are not recommended for survey control.
 GR1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1556.See file dsdata.txt to determine how the superseded data were derived.
 GR1556
 GR1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6077098091(NAD 83)
 GR1556_MARKER: DS = TRIANGULATION STATION DISK
 GR1556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1556
 GR1556  HISTORY     - Date     Condition        Report By
 GR1556  HISTORY     - 1948     MONUMENTED       USGS
 GR1556
 GR1556                          STATION DESCRIPTION
 GR1556
 GR1556'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1556'NOT OCCUPIED.
 GR1556'
 GR1556'LOCATED ABOUT 1.7 MI SE. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1556'PROMINENT, GRAY SANDY TOP, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1556'
 GR1556'STATION MARK--STANDARD TABLET STAMPED---A 65 1948---, WELDED TO
 GR1556'2-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1557 ***********************************************************************
 GR1557  DESIGNATION -  A 66
 GR1557  PID         -  GR1557
 GR1557  STATE/COUNTY-  AZ/MOHAVE
 GR1557  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1557
 GR1557                         *CURRENT SURVEY CONTROL
 GR1557  ___________________________________________________________________
 GR1557* NAD 83(1992)-  36 06 35.73512(N)    114 06 00.75039(W)     ADJUSTED  
 GR1557* NAVD 88     -       385.7    (meters)    1265.     (feet)  VERTCON   
 GR1557  ___________________________________________________________________
 GR1557  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 GR1557  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GR1557  HORZ ORDER  -  THIRD
 GR1557
 GR1557.The horizontal coordinates were established by classical geodetic methods
 GR1557.and adjusted by the National Geodetic Survey in August 1993.
 GR1557
 GR1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1557
 GR1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1557
 GR1557.The geoid height was determined by GEOID03.
 GR1557
 GR1557;                    North         East     Units Scale Factor Converg.
 GR1557;SPC AZ W     -   566,784.790   181,829.837   MT  0.99994558   -0 12 23.0
 GR1557;SPC AZ W     - 1,859,530.15    596,554.58   iFT  0.99994558   -0 12 23.0
 GR1557;SPC NV E     - 8,151,885.333   333,529.422   MT  1.00011963   +0 52 27.1
 GR1557;SPC NV E     -26,744,977.13  1,094,254.45   sFT  1.00011963   +0 52 27.1
 GR1557;UTM  11      - 4,000,035.684   761,022.448   MT  1.00043959   +1 42 35.7
 GR1557
 GR1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1557!SPC AZ W     -   0.99994374  x   0.99994558  =   0.99988933
 GR1557!SPC NV E     -   0.99994374  x   1.00011963  =   1.00006337
 GR1557!UTM  11      -   0.99994374  x   1.00043959  =   1.00038331
 GR1557
 GR1557:                Primary Azimuth Mark                     Grid Az
 GR1557:SPC AZ W     -  A 64                                     190 06 45.7
 GR1557:SPC NV E     -  A 64                                     189 01 55.6
 GR1557:UTM  11      -  A 64                                     188 11 47.0
 GR1557
 GR1557|---------------------------------------------------------------------|
 GR1557| PID    Reference Object                     Distance      Geod. Az  |
 GR1557|                                                           dddmmss.s |
 GR1557| GR1555 A 64                                APPROX. 3.5 KM 1895422.7 |
 GR1557|---------------------------------------------------------------------|
 GR1557
 GR1557                          SUPERSEDED SURVEY CONTROL
 GR1557
 GR1557  NAD 83(1986)-  36 06 35.72619(N)    114 06 00.75079(W) AD(       ) 3
 GR1557  NGVD 29 (06/27/88)  385.0    (m)         1263.     (f) VERT ANG    3  
 GR1557
 GR1557.Superseded values are not recommended for survey control.
 GR1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1557.See file dsdata.txt to determine how the superseded data were derived.
 GR1557
 GR1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6102200036(NAD 83)
 GR1557_MARKER: DS = TRIANGULATION STATION DISK
 GR1557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1557
 GR1557  HISTORY     - Date     Condition        Report By
 GR1557  HISTORY     - 1948     MONUMENTED       USGS
 GR1557
 GR1557                          STATION DESCRIPTION
 GR1557
 GR1557'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1557'LOCATED ABOUT 0.5 MI E. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1557'HIGHEST PART OF EAST END OF SANDY POINT, ABOUT 750 FT. N. OF HIGH
 GR1557'WATER MARK AT SOUTH END OF SANDY POINT, ABOUT 60 FT. ABOVE HIGH
 GR1557'WATER MARK.
 GR1557'
 GR1557'TO REACH NOT GIVEN.
 GR1557'
 GR1557'STATION MARK--STANDARD TABLET STAMPED---A 66 1948---, WELDED TO
 GR1557'2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GR1557'
 GR1557'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0317 ***********************************************************************
 CZ0317  DESIGNATION -  A 67
 CZ0317  PID         -  CZ0317
 CZ0317  STATE/COUNTY-  AZ/PINAL
 CZ0317  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0317
 CZ0317                         *CURRENT SURVEY CONTROL
 CZ0317  ___________________________________________________________________
 CZ0317* NAD 83(1986)-  32 37 08.     (N)    110 59 28.     (W)     SCALED    
 CZ0317* NAVD 88     -      1073.38   (+/-2cm)    3521.6    (feet)  VERTCON   
 CZ0317  ___________________________________________________________________
 CZ0317  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CZ0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0317
 CZ0317.The horizontal coordinates were scaled from a topographic map and have
 CZ0317.an estimated accuracy of +/- 6 seconds.
 CZ0317
 CZ0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0317.The vertical order pertains to the NGVD 29 superseded value.
 CZ0317
 CZ0317.The geoid height was determined by GEOID03.
 CZ0317
 CZ0317;                    North         East    Units  Estimated Accuracy
 CZ0317;SPC AZ C     -   179,870.      300,220.      MT  (+/- 180 meters Scaled)
 CZ0317
 CZ0317                          SUPERSEDED SURVEY CONTROL
 CZ0317
 CZ0317  NGVD 29 (??/??/92) 1072.672  (m)         3519.26   (f) ADJ UNCH    2 0
 CZ0317
 CZ0317.Superseded values are not recommended for survey control.
 CZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0317.See file dsdata.txt to determine how the superseded data were derived.
 CZ0317
 CZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB008090(NAD 83)
 CZ0317_MARKER: DB = BENCH MARK DISK
 CZ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0317_STAMPING: A 67 1934
 CZ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0317+STABILITY: SURFACE MOTION
 CZ0317
 CZ0317  HISTORY     - Date     Condition        Report By
 CZ0317  HISTORY     - 1934     MONUMENTED       CGS
 CZ0317  HISTORY     - 1959     MARK NOT FOUND   USGS
 CZ0317  HISTORY     - 1968     GOOD             NGS
 CZ0317  HISTORY     - 20070128 MARK NOT FOUND   GEOCAC
 CZ0317
 CZ0317                          STATION DESCRIPTION
 CZ0317
 CZ0317'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CZ0317'5.6 MI N FROM WALNUT WELLS.
 CZ0317'5.6 MILES NORTH ALONG U.S. HIGHWAY 80 FROM WALNUT WELLS, PINAL COUNTY,
 CZ0317'AT THE FOOT OF A SMALL KNOLL, 50 YARDS NORTH OF A WASH AND A ROCK
 CZ0317'WALL, AND 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CZ0317'DISK STAMPED A 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0317
 CZ0317                          STATION RECOVERY (1968)
 CZ0317
 CZ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0317'RECOVERED IN GOOD CONDITION.
 CZ0317
 CZ0317                          STATION RECOVERY (2007)
 CZ0317
 CZ0317'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0317'THE WASH WITH THE ROCK WALL WAS LOCATED, BUT A THOROUGH SEARCH AT THE
 CZ0317'DESCRIBED LOCATION REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0194 ***********************************************************************
 FR0194  DESIGNATION -  A 67
 FR0194  PID         -  FR0194
 FR0194  STATE/COUNTY-  AZ/YAVAPAI
 FR0194  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0194
 FR0194                         *CURRENT SURVEY CONTROL
 FR0194  ___________________________________________________________________
 FR0194* NAD 83(1986)-  35 19 53.     (N)    112 54 23.     (W)     SCALED    
 FR0194* NAVD 88     -      1600.227  (meters)    5250.08   (feet)  ADJUSTED  
 FR0194  ___________________________________________________________________
 FR0194  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 FR0194  DYNAMIC HT  -        1598.139 (meters)    5243.23  (feet)  COMP
 FR0194  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 FR0194
 FR0194  VERT ORDER  -  FIRST     CLASS II
 FR0194
 FR0194.The horizontal coordinates were scaled from a topographic map and have
 FR0194.an estimated accuracy of +/- 6 seconds.
 FR0194
 FR0194.The orthometric height was determined by differential leveling
 FR0194.and adjusted in June 1991.
 FR0194
 FR0194.The geoid height was determined by GEOID03.
 FR0194
 FR0194.The dynamic height is computed by dividing the NAVD 88
 FR0194.geopotential number by the normal gravity value computed on the
 FR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0194.degrees latitude (g = 980.6199 gals.).
 FR0194
 FR0194.The modeled gravity was interpolated from observed gravity values.
 FR0194
 FR0194;                    North         East    Units  Estimated Accuracy
 FR0194;SPC AZ C     -   480,790.      123,380.      MT  (+/- 180 meters Scaled)
 FR0194
 FR0194                          SUPERSEDED SURVEY CONTROL
 FR0194
 FR0194  NGVD 29 (??/??/92) 1599.365  (m)         5247.25   (f) ADJ UNCH    1 2
 FR0194
 FR0194.Superseded values are not recommended for survey control.
 FR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0194.See file dsdata.txt to determine how the superseded data were derived.
 FR0194
 FR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE267114(NAD 83)
 FR0194_MARKER: DB = BENCH MARK DISK
 FR0194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0194_STAMPING: A 67 1935
 FR0194_MARK LOGO: CGS   
 FR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0194+STABILITY: SURFACE MOTION
 FR0194
 FR0194  HISTORY     - Date     Condition        Report By
 FR0194  HISTORY     - 1935     MONUMENTED       CGS
 FR0194  HISTORY     - 1968     GOOD             NGS
 FR0194  HISTORY     - 1982     GOOD             NGS
 FR0194
 FR0194                          STATION DESCRIPTION
 FR0194
 FR0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0194'1.75 MI W FROM SELIGMAN.
 FR0194'1.75 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0194'THE STATION AT SELIGMAN, 1 1/2 POLES WEST OF MILEPOLE 430.5, IN THE
 FR0194'TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A 24-INCH PIPE
 FR0194'CULVERT, 11.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 1/2 FEET LOWER
 FR0194'THAN THE TRACK.
 FR0194
 FR0194                          STATION RECOVERY (1982)
 FR0194
 FR0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1558 ***********************************************************************
 GR1558  DESIGNATION -  A 67
 GR1558  PID         -  GR1558
 GR1558  STATE/COUNTY-  AZ/MOHAVE
 GR1558  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1558
 GR1558                         *CURRENT SURVEY CONTROL
 GR1558  ___________________________________________________________________
 GR1558* NAD 83(1992)-  36 07 23.42540(N)    114 05 28.66491(W)     ADJUSTED  
 GR1558* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1558  ___________________________________________________________________
 GR1558  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 GR1558  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GR1558  HORZ ORDER  -  THIRD
 GR1558
 GR1558.The horizontal coordinates were established by classical geodetic methods
 GR1558.and adjusted by the National Geodetic Survey in August 1993.
 GR1558
 GR1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1558
 GR1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1558
 GR1558.The geoid height was determined by GEOID03.
 GR1558
 GR1558;                    North         East     Units Scale Factor Converg.
 GR1558;SPC AZ W     -   568,251.782   182,637.428   MT  0.99994496   -0 12 04.3
 GR1558;SPC AZ W     - 1,864,343.12    599,204.16   iFT  0.99994496   -0 12 04.3
 GR1558;SPC NV E     - 8,153,367.557   334,309.336   MT  1.00012220   +0 52 47.0
 GR1558;SPC NV E     -26,749,840.06  1,096,813.21   sFT  1.00012220   +0 52 47.0
 GR1558;UTM  11      - 4,001,529.607   761,780.900   MT  1.00044447   +1 42 56.6
 GR1558
 GR1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1558!SPC AZ W     -   0.99994499  x   0.99994496  =   0.99988996
 GR1558!SPC NV E     -   0.99994499  x   1.00012220  =   1.00006719
 GR1558!UTM  11      -   0.99994499  x   1.00044447  =   1.00038944
 GR1558
 GR1558                          SUPERSEDED SURVEY CONTROL
 GR1558
 GR1558  NAD 83(1986)-  36 07 23.41628(N)    114 05 28.66531(W) AD(       ) 3
 GR1558  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GR1558
 GR1558.Superseded values are not recommended for survey control.
 GR1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1558.See file dsdata.txt to determine how the superseded data were derived.
 GR1558
 GR1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6178101530(NAD 83)
 GR1558_MARKER: DS = TRIANGULATION STATION DISK
 GR1558_SETTING: 66 = SET IN ROCK OUTCROP
 GR1558_SP_SET: SET IN ROCK OUTCROP
 GR1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1558+STABILITY: POSITION/ELEVATION WELL
 GR1558
 GR1558  HISTORY     - Date     Condition        Report By
 GR1558  HISTORY     - 1948     MONUMENTED       USGS
 GR1558
 GR1558                          STATION DESCRIPTION
 GR1558
 GR1558'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1558'NOT OCCUPIED.
 GR1558'
 GR1558'LOCATED ABOUT 1.3 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1558'ABOUT 5 FT. E. OF HIGH WATER MARK AT WEST END OF SPUR RIDGE,
 GR1558'ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1558'
 GR1558'STATION MARK--STANDARD TABLET STAMPED---A 67 1948---, CEMENTED IN
 GR1558'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0765 ***********************************************************************
 DU0765  DESIGNATION -  A 68
 DU0765  PID         -  DU0765
 DU0765  STATE/COUNTY-  AZ/MARICOPA
 DU0765  USGS QUAD   -  CHANDLER (1981)
 DU0765
 DU0765                         *CURRENT SURVEY CONTROL
 DU0765  ___________________________________________________________________
 DU0765* NAD 83(1986)-  33 21 40.     (N)    111 48 13.     (W)     SCALED    
 DU0765* NAVD 88     -       373.80   (+/-2cm)    1226.4    (feet)  VERTCON   
 DU0765  ___________________________________________________________________
 DU0765  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0765
 DU0765.The horizontal coordinates were scaled from a topographic map and have
 DU0765.an estimated accuracy of +/- 6 seconds.
 DU0765
 DU0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0765.The vertical order pertains to the NGVD 29 superseded value.
 DU0765
 DU0765.The geoid height was determined by GEOID03.
 DU0765
 DU0765;                    North         East    Units  Estimated Accuracy
 DU0765;SPC AZ C     -   261,800.      223,880.      MT  (+/- 180 meters Scaled)
 DU0765
 DU0765                          SUPERSEDED SURVEY CONTROL
 DU0765
 DU0765  NGVD 29 (??/??/92)  373.264  (m)         1224.62   (f) ADJ UNCH    2 0
 DU0765
 DU0765.Superseded values are not recommended for survey control.
 DU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0765.See file dsdata.txt to determine how the superseded data were derived.
 DU0765
 DU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB252916(NAD 83)
 DU0765_MARKER: DB = BENCH MARK DISK
 DU0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0765_STAMPING: A-68 1934
 DU0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0765+STABILITY: SURFACE MOTION
 DU0765
 DU0765  HISTORY     - Date     Condition        Report By
 DU0765  HISTORY     - 1934     MONUMENTED       CGS
 DU0765  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU0765
 DU0765                          STATION DESCRIPTION
 DU0765
 DU0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0765'1.0 MI N FROM GILBERT.
 DU0765'1.0 MI NORTH ON S.P. RY. 1 POLE NORTHWEST OF MILE POLE NO. 926, 27
 DU0765'FEET WEST OF THE CENTERLINE OF BRIDGE NO. 925-J, AND 6 FEET NORTHEAST
 DU0765'OF THE TELEPHONE POLE.
 DU0765
 DU0765                          STATION RECOVERY (2005)
 DU0765
 DU0765'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0765'FOUND MILE POLE 926, AND BRIDGE 925-J. FOUND TELEPHONE POLES IN THE
 DU0765'AREA, BUT NONE APPEARED TO BE IN THE CORRECT LOCATION. THE AREA 25
 DU0765'FEET WEST FROM THE CENTERLINE OF BRIDGE 925-J CONTAINS A LOT OF DEBRIS
 DU0765'AND SOME SMALL TREES. PROBED THE GROUND IN THE AREA BUT COULD NOT
 DU0765'DETECT THE MONUMENT. A METAL DETECTOR WOULD PROBABLY HELP IN THE
 DU0765'RECOVERY OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0247 ***********************************************************************
 ER0247  DESIGNATION -  A 68
 ER0247  PID         -  ER0247
 ER0247  STATE/COUNTY-  AZ/APACHE
 ER0247  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0247
 ER0247                         *CURRENT SURVEY CONTROL
 ER0247  ___________________________________________________________________
 ER0247* NAD 83(1986)-  34 01 50.     (N)    109 09 57.     (W)     SCALED    
 ER0247* NAVD 88     -      2391.291  (meters)    7845.43   (feet)  ADJUSTED  
 ER0247  ___________________________________________________________________
 ER0247  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 ER0247  DYNAMIC HT  -        2387.488 (meters)    7832.95  (feet)  COMP
 ER0247  MODELED GRAV-     978,958.9   (mgal)                       NAVD 88
 ER0247
 ER0247  VERT ORDER  -  SECOND    CLASS 0
 ER0247
 ER0247.The horizontal coordinates were scaled from a topographic map and have
 ER0247.an estimated accuracy of +/- 6 seconds.
 ER0247
 ER0247.The orthometric height was determined by differential leveling
 ER0247.and adjusted in June 1991.
 ER0247
 ER0247.The geoid height was determined by GEOID03.
 ER0247
 ER0247.The dynamic height is computed by dividing the NAVD 88
 ER0247.geopotential number by the normal gravity value computed on the
 ER0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0247.degrees latitude (g = 980.6199 gals.).
 ER0247
 ER0247.The modeled gravity was interpolated from observed gravity values.
 ER0247
 ER0247;                    North         East    Units  Estimated Accuracy
 ER0247;SPC AZ E     -   336,500.      305,780.      MT  (+/- 180 meters Scaled)
 ER0247
 ER0247                          SUPERSEDED SURVEY CONTROL
 ER0247
 ER0247  NGVD 29 (??/??/92) 2390.292  (m)         7842.15   (f) ADJ UNCH    2 0
 ER0247
 ER0247.Superseded values are not recommended for survey control.
 ER0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0247.See file dsdata.txt to determine how the superseded data were derived.
 ER0247
 ER0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC693670(NAD 83)
 ER0247_MARKER: DB = BENCH MARK DISK
 ER0247_SETTING: 66 = SET IN ROCK OUTCROP
 ER0247_SP_SET: ROCK OUTCROP
 ER0247_STAMPING: A 98 1935
 ER0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0247+STABILITY: POSITION/ELEVATION WELL
 ER0247
 ER0247  HISTORY     - Date     Condition        Report By
 ER0247  HISTORY     - 1935     MONUMENTED       CGS
 ER0247  HISTORY     - 1974     GOOD             USGS
 ER0247  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0247  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0247
 ER0247                          STATION DESCRIPTION
 ER0247
 ER0247'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0247'8.3 MI SE FROM DRAKE.
 ER0247'ABOUT 8.3 MI. NORTH AND EAST ALONG THE AT AND FS RR. FROM THE GRX AT
 ER0247'DRAKE, YAVAPAI, COUNTY, ABOUT 2.5 MI. NORTHWEST OF BEAR, ABOUT 0.3 MI.
 ER0247'EAST OF A GRX, ABOUT 0.25 MI. WEST OF A CORRAL, 0.1 MI NORTHEAST OF
 ER0247'THE TRACKS, 125 FEET SOUTH OF CENTER LINE OF A TRACK ROAD IN SOME
 ER0247'SCATTERED TREES.  A STANDARD DISK, SET IN THE TOP OF A ROCK OUTCROP
 ER0247'FLUSH TO THE GROUND, STAMPED A 98 1935.
 ER0247
 ER0247                          STATION RECOVERY (2005)
 ER0247
 ER0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0247'MARK NOT FOUND.
 ER0247
 ER0247                          STATION RECOVERY (2005)
 ER0247
 ER0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1559 ***********************************************************************
 GR1559  DESIGNATION -  A 68
 GR1559  PID         -  GR1559
 GR1559  STATE/COUNTY-  AZ/MOHAVE
 GR1559  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1559
 GR1559                         *CURRENT SURVEY CONTROL
 GR1559  ___________________________________________________________________
 GR1559* NAD 83(1992)-  36 08 07.36442(N)    114 05 31.03980(W)     ADJUSTED  
 GR1559* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1559  ___________________________________________________________________
 GR1559  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GR1559  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GR1559  HORZ ORDER  -  THIRD
 GR1559
 GR1559.The horizontal coordinates were established by classical geodetic methods
 GR1559.and adjusted by the National Geodetic Survey in August 1993.
 GR1559
 GR1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1559
 GR1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1559
 GR1559.The geoid height was determined by GEOID03.
 GR1559
 GR1559;                    North         East     Units Scale Factor Converg.
 GR1559;SPC AZ W     -   569,606.223   182,582.809   MT  0.99994500   -0 12 05.9
 GR1559;SPC AZ W     - 1,868,786.82    599,024.96   iFT  0.99994500   -0 12 05.9
 GR1559;SPC NV E     - 8,154,720.966   334,229.158   MT  1.00012194   +0 52 46.5
 GR1559;SPC NV E     -26,754,280.37  1,096,550.16   sFT  1.00012194   +0 52 46.5
 GR1559;UTM  11      - 4,002,882.138   761,680.949   MT  1.00044382   +1 42 57.0
 GR1559
 GR1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1559!SPC AZ W     -   0.99994876  x   0.99994500  =   0.99989376
 GR1559!SPC NV E     -   0.99994876  x   1.00012194  =   1.00007069
 GR1559!UTM  11      -   0.99994876  x   1.00044382  =   1.00039255
 GR1559
 GR1559:                Primary Azimuth Mark                     Grid Az
 GR1559:SPC AZ W     -  A 66                                     194 56 33.6
 GR1559:SPC NV E     -  A 66                                     193 51 41.2
 GR1559:UTM  11      -  A 66                                     193 01 30.7
 GR1559
 GR1559|---------------------------------------------------------------------|
 GR1559| PID    Reference Object                     Distance      Geod. Az  |
 GR1559|                                                           dddmmss.s |
 GR1559| GR1557 A 66                                APPROX. 2.9 KM 1944427.7 |
 GR1559|---------------------------------------------------------------------|
 GR1559
 GR1559                          SUPERSEDED SURVEY CONTROL
 GR1559
 GR1559  NAD 83(1986)-  36 08 07.35516(N)    114 05 31.04023(W) AD(       ) 3
 GR1559  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG    3  
 GR1559
 GR1559.Superseded values are not recommended for survey control.
 GR1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1559.See file dsdata.txt to determine how the superseded data were derived.
 GR1559
 GR1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6168102882(NAD 83)
 GR1559_MARKER: DS = TRIANGULATION STATION DISK
 GR1559_SETTING: 66 = SET IN ROCK OUTCROP
 GR1559_SP_SET: SET IN ROCK OUTCROP
 GR1559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1559+STABILITY: POSITION/ELEVATION WELL
 GR1559
 GR1559  HISTORY     - Date     Condition        Report By
 GR1559  HISTORY     - 1948     MONUMENTED       USGS
 GR1559
 GR1559                          STATION DESCRIPTION
 GR1559
 GR1559'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1559'LOCATED ABOUT 2 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1559'PROMINENT LEDGE ON STEEP SIDEHILL, ABOUT 20 FT. ABOVE HIGH WATER
 GR1559'MARK.
 GR1559'
 GR1559'TO REACH NOT GIVEN.
 GR1559'
 GR1559'STATION MARK--STANDARD TABLET STAMPED---A 68 1948---, CEMENTED IN
 GR1559'ROCK OUTCROP.
 GR1559'
 GR1559'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1560 ***********************************************************************
 GR1560  DESIGNATION -  A 69
 GR1560  PID         -  GR1560
 GR1560  STATE/COUNTY-  AZ/MOHAVE
 GR1560  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1560
 GR1560                         *CURRENT SURVEY CONTROL
 GR1560  ___________________________________________________________________
 GR1560* NAD 83(1992)-  36 08 40.64783(N)    114 05 06.86767(W)     ADJUSTED  
 GR1560* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1560  ___________________________________________________________________
 GR1560  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GR1560  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 GR1560  HORZ ORDER  -  THIRD
 GR1560
 GR1560.The horizontal coordinates were established by classical geodetic methods
 GR1560.and adjusted by the National Geodetic Survey in August 1993.
 GR1560
 GR1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1560
 GR1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1560
 GR1560.The geoid height was determined by GEOID03.
 GR1560
 GR1560;                    North         East     Units Scale Factor Converg.
 GR1560;SPC AZ W     -   570,629.937   183,190.678   MT  0.99994454   -0 11 51.8
 GR1560;SPC AZ W     - 1,872,145.46    601,019.28   iFT  0.99994454   -0 11 51.8
 GR1560;SPC NV E     - 8,155,756.154   334,817.704   MT  1.00012389   +0 53 01.5
 GR1560;SPC NV E     -26,757,676.65  1,098,481.08   sFT  1.00012389   +0 53 01.5
 GR1560;UTM  11      - 4,003,926.143   762,254.507   MT  1.00044753   +1 43 12.6
 GR1560
 GR1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1560!SPC AZ W     -   0.99994875  x   0.99994454  =   0.99989329
 GR1560!SPC NV E     -   0.99994875  x   1.00012389  =   1.00007264
 GR1560!UTM  11      -   0.99994875  x   1.00044753  =   1.00039626
 GR1560
 GR1560:                Primary Azimuth Mark                     Grid Az
 GR1560:SPC AZ W     -  N 143                                    266 24 00.9
 GR1560:SPC NV E     -  N 143                                    265 19 07.6
 GR1560:UTM  11      -  N 143                                    264 28 56.5
 GR1560
 GR1560|---------------------------------------------------------------------|
 GR1560| PID    Reference Object                     Distance      Geod. Az  |
 GR1560|                                                           dddmmss.s |
 GR1560| GR1650 N 143                               APPROX. 1.9 KM 2661209.1 |
 GR1560|---------------------------------------------------------------------|
 GR1560
 GR1560                          SUPERSEDED SURVEY CONTROL
 GR1560
 GR1560  NAD 83(1986)-  36 08 40.63851(N)    114 05 06.86809(W) AD(       ) 3
 GR1560  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG    3  
 GR1560
 GR1560.Superseded values are not recommended for survey control.
 GR1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1560.See file dsdata.txt to determine how the superseded data were derived.
 GR1560
 GR1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6225503926(NAD 83)
 GR1560_MARKER: DS = TRIANGULATION STATION DISK
 GR1560_SETTING: 80 = SET IN A BOULDER
 GR1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1560+STABILITY: SURFACE MOTION
 GR1560
 GR1560  HISTORY     - Date     Condition        Report By
 GR1560  HISTORY     - 1948     MONUMENTED       USGS
 GR1560
 GR1560                          STATION DESCRIPTION
 GR1560
 GR1560'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1560'LOCATED ABOUT 2.5 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1560'SMALL LEDGE OF STEEP, ROCKY SIDEHILL, ABOUT 15 FT. ABOVE HIGH
 GR1560'WATER MARK.
 GR1560'
 GR1560'TO REACH NOT GIVEN.
 GR1560'
 GR1560'STATION MARK--STANDARD TABLET STAMPED---A 69 1948---, CEMENTED IN
 GR1560'TOP OF BOULDER SET IN PLACE.
 GR1560'
 GR1560'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0182 ***********************************************************************
 GP0182  DESIGNATION -  A 7
 GP0182  PID         -  GP0182
 GP0182  STATE/COUNTY-  AZ/COCONINO
 GP0182  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0182
 GP0182                         *CURRENT SURVEY CONTROL
 GP0182  ___________________________________________________________________
 GP0182* NAD 83(1986)-  36 30 27.     (N)    111 35 04.     (W)     SCALED    
 GP0182* NAVD 88     -      1677.631  (meters)    5504.03   (feet)  ADJUSTED  
 GP0182  ___________________________________________________________________
 GP0182  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 GP0182  DYNAMIC HT  -        1675.549 (meters)    5497.20  (feet)  COMP
 GP0182  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 GP0182
 GP0182  VERT ORDER  -  FIRST     CLASS II
 GP0182
 GP0182.The horizontal coordinates were scaled from a topographic map and have
 GP0182.an estimated accuracy of +/- 6 seconds.
 GP0182
 GP0182.The orthometric height was determined by differential leveling
 GP0182.and adjusted in June 1991.
 GP0182
 GP0182.The geoid height was determined by GEOID03.
 GP0182
 GP0182.The dynamic height is computed by dividing the NAVD 88
 GP0182.geopotential number by the normal gravity value computed on the
 GP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0182.degrees latitude (g = 980.6199 gals.).
 GP0182
 GP0182.The modeled gravity was interpolated from observed gravity values.
 GP0182
 GP0182;                    North         East    Units  Estimated Accuracy
 GP0182;SPC AZ C     -   610,870.      243,120.      MT  (+/- 180 meters Scaled)
 GP0182
 GP0182                          SUPERSEDED SURVEY CONTROL
 GP0182
 GP0182  NGVD 29 (??/??/92) 1676.606  (m)         5500.66   (f) ADJ UNCH    1 2
 GP0182
 GP0182.Superseded values are not recommended for survey control.
 GP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0182.See file dsdata.txt to determine how the superseded data were derived.
 GP0182
 GP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF476403(NAD 83)
 GP0182_MARKER: DB = BENCH MARK DISK
 GP0182_SETTING: 66 = SET IN ROCK OUTCROP
 GP0182_SP_SET: ROCK OUTCROP
 GP0182_STAMPING: A 7 1921 ELEV 5500.996 FT
 GP0182_MARK LOGO: CGS   
 GP0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0182+STABILITY: POSITION/ELEVATION WELL
 GP0182
 GP0182  HISTORY     - Date     Condition        Report By
 GP0182  HISTORY     - 1921     MONUMENTED       CGS
 GP0182  HISTORY     - 1962     GOOD             NGS
 GP0182  HISTORY     - 1978     GOOD             USGS
 GP0182  HISTORY     - 1983     GOOD             NGS
 GP0182
 GP0182                          STATION DESCRIPTION
 GP0182
 GP0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0182'10.7 MI S FROM BITTER SPRINGS.
 GP0182'ABOUT 10.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0182'STATION AT BITTER SPRINGS, 187 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 GP0182'HEADWALL OF A 24-INCH METAL CULVERT, 84 FEET SOUTHWEST OF THE
 GP0182'CENTERLINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A FENCE, 4.4 FEET WEST
 GP0182'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GP0182'AND SET IN THE TOP OF ROCK OUTCROP PROJECTING 2 FEET ABOVE THE GROUND.
 GP0182
 GP0182                          STATION RECOVERY (1978)
 GP0182
 GP0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0182'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0182'SPRINGS. 10.5 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0182'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0182'IS ADEQUATE.
 GP0182
 GP0182                          STATION RECOVERY (1983)
 GP0182
 GP0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0182'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.25 KM
 GP0182'(10.15 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY
 GP0182'89 ALTERNATE IN BITTER SPRINGS, IN TOP OF AND 1.8 METERS (6 FT)
 GP0182'SOUTHWEST OF THE NORTHEAST AND BOTTOM EDGE OF A MASSIVE PORTION OF
 GP0182'LIMESTONE OUTCROP ON THE NORTHEAST SLOPE OF A HILL, 0.2 KM (0.12 MI)
 GP0182'SOUTHEAST OF MILEPOST 514, 25.6 METERS (84 FT) SOUTHWEST OF THE
 GP0182'HIGHWAY CENTERLINE, 57.0 METERS (187 FT) SOUTHEAST OF THE SOUTHWEST
 GP0182'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 38.7 METERS (127 FT)
 GP0182'NORTHWEST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 4.5 METERS
 GP0182'(15 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0182'THE MARK IS 1.4 METERS  SW FROM A WITNESS POST.
 GP0182'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1561 ***********************************************************************
 GR1561  DESIGNATION -  A 7
 GR1561  PID         -  GR1561
 GR1561  STATE/COUNTY-  AZ/MOHAVE
 GR1561  USGS QUAD   -  HOOVER DAM (1997)
 GR1561
 GR1561                         *CURRENT SURVEY CONTROL
 GR1561  ___________________________________________________________________
 GR1561* NAD 83(1992)-  36 07 15.16436(N)    114 39 51.99490(W)     ADJUSTED  
 GR1561* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 GR1561  ___________________________________________________________________
 GR1561  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 GR1561  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1561  HORZ ORDER  -  THIRD
 GR1561
 GR1561.The horizontal coordinates were established by classical geodetic methods
 GR1561.and adjusted by the National Geodetic Survey in August 1993.
 GR1561
 GR1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1561
 GR1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1561
 GR1561.The geoid height was determined by GEOID03.
 GR1561
 GR1561;                    North         East     Units Scale Factor Converg.
 GR1561;SPC AZ W     -   568,330.489   131,040.865   MT  1.00001680   -0 32 20.7
 GR1561;SPC AZ W     - 1,864,601.34    429,924.10   iFT  1.00001680   -0 32 20.7
 GR1561;SPC NV E     - 8,152,472.902   282,716.736   MT  0.99998428   +0 32 30.1
 GR1561;SPC NV E     -26,746,904.85    927,546.49   sFT  0.99998428   +0 32 30.1
 GR1561;UTM  11      - 3,999,882.083   710,194.401   MT  1.00014442   +1 22 38.3
 GR1561
 GR1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1561!SPC AZ W     -   0.99994449  x   1.00001680  =   0.99996129
 GR1561!SPC NV E     -   0.99994449  x   0.99998428  =   0.99992877
 GR1561!UTM  11      -   0.99994449  x   1.00014442  =   1.00008890
 GR1561
 GR1561:                Primary Azimuth Mark                     Grid Az
 GR1561:SPC AZ W     -  A 6                                      185 27 18.4
 GR1561:SPC NV E     -  A 6                                      184 22 27.6
 GR1561:UTM  11      -  A 6                                      183 32 19.4
 GR1561
 GR1561|---------------------------------------------------------------------|
 GR1561| PID    Reference Object                     Distance      Geod. Az  |
 GR1561|                                                           dddmmss.s |
 GR1561| GR1551 A 6                                 APPROX. 0.8 KM 1845457.7 |
 GR1561|---------------------------------------------------------------------|
 GR1561
 GR1561                          SUPERSEDED SURVEY CONTROL
 GR1561
 GR1561  NAD 83(1986)-  36 07 15.15052(N)    114 39 51.98370(W) AD(       ) 3
 GR1561  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG    3  
 GR1561
 GR1561.Superseded values are not recommended for survey control.
 GR1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1561.See file dsdata.txt to determine how the superseded data were derived.
 GR1561
 GR1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1019499882(NAD 83)
 GR1561_MARKER: DS = TRIANGULATION STATION DISK
 GR1561_SETTING: 0 = UNSPECIFIED SETTING
 GR1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1561
 GR1561  HISTORY     - Date     Condition        Report By
 GR1561  HISTORY     - 1947     MONUMENTED       USGS
 GR1561
 GR1561                          STATION DESCRIPTION
 GR1561
 GR1561'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1561'LOCATED ABOUT 8.6 MI NE. OF HOOVER DAM.  ON HIGHEST PART OF BEACON
 GR1561'ISLAND.
 GR1561'
 GR1561'TO REACH NOT GIVEN.
 GR1561'
 GR1561'STATION MARK--STANDARD TABLET STAMPED---A7 1947---, CEMENTED
 GR1561'SYMETRICALLY IN TOP OF WHITE, CONCRETE, LIGHT BASE.
 GR1561'
 GR1561'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1562 ***********************************************************************
 GR1562  DESIGNATION -  A 70
 GR1562  PID         -  GR1562
 GR1562  STATE/COUNTY-  AZ/MOHAVE
 GR1562  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1562
 GR1562                         *CURRENT SURVEY CONTROL
 GR1562  ___________________________________________________________________
 GR1562* NAD 83(1992)-  36 07 22.25413(N)    114 03 19.33338(W)     ADJUSTED  
 GR1562* NAVD 88     -       924.7    (meters)    3034.     (feet)  VERTCON   
 GR1562  ___________________________________________________________________
 GR1562  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 GR1562  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR1562  HORZ ORDER  -  THIRD
 GR1562
 GR1562.The horizontal coordinates were established by classical geodetic methods
 GR1562.and adjusted by the National Geodetic Survey in August 1993.
 GR1562
 GR1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1562
 GR1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1562
 GR1562.The geoid height was determined by GEOID03.
 GR1562
 GR1562;                    North         East     Units Scale Factor Converg.
 GR1562;SPC AZ W     -   568,204.924   185,871.239   MT  0.99994264   -0 10 48.1
 GR1562;SPC AZ W     - 1,864,189.38    609,813.78   iFT  0.99994264   -0 10 48.1
 GR1562;SPC NV E     - 8,153,381.714   337,544.050   MT  1.00013303   +0 54 03.3
 GR1562;SPC NV E     -26,749,886.51  1,107,425.77   sFT  1.00013303   +0 54 03.3
 GR1562;UTM  11      - 4,001,590.980   765,016.122   MT  1.00046548   +1 44 12.9
 GR1562;UTM  12      - 4,001,898.993   225,014.379   MT  1.00053183   -1 48 08.4
 GR1562
 GR1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1562!SPC AZ W     -   0.99985914  x   0.99994264  =   0.99980179
 GR1562!SPC NV E     -   0.99985914  x   1.00013303  =   0.99999215
 GR1562!UTM  11      -   0.99985914  x   1.00046548  =   1.00032456
 GR1562!UTM  12      -   0.99985914  x   1.00053183  =   1.00039090
 GR1562
 GR1562:                Primary Azimuth Mark                     Grid Az
 GR1562:SPC AZ W     -  N 144                                    312 50 36.1
 GR1562:SPC NV E     -  N 144                                    311 45 44.7
 GR1562:UTM  11      -  N 144                                    310 55 35.1
 GR1562:UTM  12      -  N 144                                    314 27 56.4
 GR1562
 GR1562|---------------------------------------------------------------------|
 GR1562| PID    Reference Object                     Distance      Geod. Az  |
 GR1562|                                                           dddmmss.s |
 GR1562| GR1651 N 144                               APPROX. 4.6 KM 3123948.0 |
 GR1562|---------------------------------------------------------------------|
 GR1562
 GR1562                          SUPERSEDED SURVEY CONTROL
 GR1562
 GR1562  NAD 83(1986)-  36 07 22.24513(N)    114 03 19.33326(W) AD(       ) 3
 GR1562  NGVD 29 (06/27/88)  924.0    (m)         3031.     (f) VERT ANG    3  
 GR1562
 GR1562.Superseded values are not recommended for survey control.
 GR1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1562.See file dsdata.txt to determine how the superseded data were derived.
 GR1562
 GR1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6501601591(NAD 83)
 GR1562_MARKER: DS = TRIANGULATION STATION DISK
 GR1562_SETTING: 66 = SET IN ROCK OUTCROP
 GR1562_SP_SET: SET IN ROCK OUTCROP
 GR1562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1562+STABILITY: POSITION/ELEVATION WELL
 GR1562
 GR1562  HISTORY     - Date     Condition        Report By
 GR1562  HISTORY     - 1948     MONUMENTED       USGS
 GR1562
 GR1562                          STATION DESCRIPTION
 GR1562
 GR1562'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1562'LOCATED ABOUT 3.3 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT,
 GR1562'ABOUT 3.1 MI W. OF PIERCE FERRY.  ON ONE OF HIGHEST PEAKS OF
 GR1562'HIGHEST RANGE BETWEEN PIERCE FERRY AND ICEBERG CANYON.  PEAK IS
 GR1562'VERY DISTINCTIVE SINCE IT DROPS OFF SHARPLY TO W.  ABOUT 1 MI S.
 GR1562'THERE IS SIMILAR LOOKING PEAK.
 GR1562'
 GR1562'TO REACH NOT GIVEN.
 GR1562'
 GR1562'STATION MARK--STANDARD TABLET STAMPED---A 70 1948---, CEMENTED IN
 GR1562'ROCK OUTCROP.
 GR1562'
 GR1562'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0150 ***********************************************************************
 FQ0150  DESIGNATION -  A 71
 FQ0150  PID         -  FQ0150
 FQ0150  STATE/COUNTY-  AZ/NAVAJO
 FQ0150  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0150
 FQ0150                         *CURRENT SURVEY CONTROL
 FQ0150  ___________________________________________________________________
 FQ0150* NAD 83(1986)-  35 33 53.     (N)    110 49 26.     (W)     SCALED    
 FQ0150* NAVD 88     -      1532.821  (meters)    5028.93   (feet)  ADJUSTED  
 FQ0150  ___________________________________________________________________
 FQ0150  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FQ0150  DYNAMIC HT  -        1530.849 (meters)    5022.46  (feet)  COMP
 FQ0150  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 FQ0150
 FQ0150  VERT ORDER  -  SECOND    CLASS 0
 FQ0150
 FQ0150.The horizontal coordinates were scaled from a topographic map and have
 FQ0150.an estimated accuracy of +/- 6 seconds.
 FQ0150
 FQ0150.The orthometric height was determined by differential leveling
 FQ0150.and adjusted in June 1991.
 FQ0150
 FQ0150.The geoid height was determined by GEOID03.
 FQ0150
 FQ0150.The dynamic height is computed by dividing the NAVD 88
 FQ0150.geopotential number by the normal gravity value computed on the
 FQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0150.degrees latitude (g = 980.6199 gals.).
 FQ0150
 FQ0150.The modeled gravity was interpolated from observed gravity values.
 FQ0150
 FQ0150;                    North         East    Units  Estimated Accuracy
 FQ0150;SPC AZ E     -   506,420.      153,780.      MT  (+/- 180 meters Scaled)
 FQ0150
 FQ0150                          SUPERSEDED SURVEY CONTROL
 FQ0150
 FQ0150  NGVD 29 (??/??/92) 1532.023  (m)         5026.31   (f) ADJ UNCH    2 0
 FQ0150
 FQ0150.Superseded values are not recommended for survey control.
 FQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0150.See file dsdata.txt to determine how the superseded data were derived.
 FQ0150
 FQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE159356(NAD 83)
 FQ0150_MARKER: DB = BENCH MARK DISK
 FQ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0150_STAMPING: A 71 1934
 FQ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0150+STABILITY: SURFACE MOTION
 FQ0150
 FQ0150  HISTORY     - Date     Condition        Report By
 FQ0150  HISTORY     - 1934     MONUMENTED       CGS
 FQ0150  HISTORY     - 1955     GOOD             NGS
 FQ0150
 FQ0150                          STATION DESCRIPTION
 FQ0150
 FQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0150'25.5 MI SW FROM ORAIBI.
 FQ0150'ABOUT 25.5 MILES SOUTHWEST ALONG THE HIGHWAY TOWARD LEUPP FROM THE
 FQ0150'POST OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.4 MILE SOUTHEAST OF A
 FQ0150'LONE TREE WEST OF THE HIGHWAY, AND 52 FEET WEST OF THE CENTER LINE OF
 FQ0150'THE HIGHWAY.  A STANDARD DISK, STAMPED A 71 1934 AND SET IN THE TOP OF
 FQ0150'A CONCRETE POST.
 FQ0150
 FQ0150                          STATION RECOVERY (1955)
 FQ0150
 FQ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1563 ***********************************************************************
 GR1563  DESIGNATION -  A 71
 GR1563  PID         -  GR1563
 GR1563  STATE/COUNTY-  AZ/MOHAVE
 GR1563  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1563
 GR1563                         *CURRENT SURVEY CONTROL
 GR1563  ___________________________________________________________________
 GR1563* NAD 83(1992)-  36 09 25.84724(N)    114 04 41.57602(W)     ADJUSTED  
 GR1563* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1563  ___________________________________________________________________
 GR1563  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GR1563  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR1563  HORZ ORDER  -  THIRD
 GR1563
 GR1563.The horizontal coordinates were established by classical geodetic methods
 GR1563.and adjusted by the National Geodetic Survey in August 1993.
 GR1563
 GR1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1563
 GR1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1563
 GR1563.The geoid height was determined by GEOID03.
 GR1563
 GR1563;                    North         East     Units Scale Factor Converg.
 GR1563;SPC AZ W     -   572,020.861   183,827.629   MT  0.99994408   -0 11 37.1
 GR1563;SPC AZ W     - 1,876,708.86    603,109.02   iFT  0.99994408   -0 11 37.1
 GR1563;SPC NV E     - 8,157,159.107   335,428.395   MT  1.00012592   +0 53 17.4
 GR1563;SPC NV E     -26,762,279.50  1,100,484.66   sFT  1.00012592   +0 53 17.4
 GR1563;UTM  11      - 4,005,338.321   762,844.842   MT  1.00045134   +1 43 29.5
 GR1563;UTM  12      - 4,005,773.585   223,078.516   MT  1.00054499   -1 49 02.3
 GR1563
 GR1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1563!SPC AZ W     -   0.99994686  x   0.99994408  =   0.99989094
 GR1563!SPC NV E     -   0.99994686  x   1.00012592  =   1.00007278
 GR1563!UTM  11      -   0.99994686  x   1.00045134  =   1.00039818
 GR1563!UTM  12      -   0.99994686  x   1.00054499  =   1.00049182
 GR1563
 GR1563:                Primary Azimuth Mark                     Grid Az
 GR1563:SPC AZ W     -  A 69                                     204 36 16.8
 GR1563:SPC NV E     -  A 69                                     203 31 22.3
 GR1563:UTM  11      -  A 69                                     202 41 10.2
 GR1563:UTM  12      -  A 69                                     206 13 42.0
 GR1563
 GR1563|---------------------------------------------------------------------|
 GR1563| PID    Reference Object                     Distance      Geod. Az  |
 GR1563|                                                           dddmmss.s |
 GR1563| GR1560 A 69                                APPROX. 1.5 KM 2042439.7 |
 GR1563|---------------------------------------------------------------------|
 GR1563
 GR1563                          SUPERSEDED SURVEY CONTROL
 GR1563
 GR1563  NAD 83(1986)-  36 09 25.83794(N)    114 04 41.57643(W) AD(       ) 3
 GR1563  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1563
 GR1563.Superseded values are not recommended for survey control.
 GR1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1563.See file dsdata.txt to determine how the superseded data were derived.
 GR1563
 GR1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6284505338(NAD 83)
 GR1563_MARKER: DS = TRIANGULATION STATION DISK
 GR1563_SETTING: 66 = SET IN ROCK OUTCROP
 GR1563_SP_SET: SET IN ROCK OUTCROP
 GR1563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1563+STABILITY: POSITION/ELEVATION WELL
 GR1563
 GR1563  HISTORY     - Date     Condition        Report By
 GR1563  HISTORY     - 1948     MONUMENTED       USGS
 GR1563
 GR1563                          STATION DESCRIPTION
 GR1563
 GR1563'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1563'LOCATED ABOUT 3 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.  IN
 GR1563'ICEBERG CANYON, ON SMALL BENCH ON ROCKY SIDEHILL, ABOUT 60 FT.
 GR1563'ABOVE HIGH WATER MARK.
 GR1563'
 GR1563'TO REACH NOT GIVEN.
 GR1563'
 GR1563'STATION MARK--STANDARD TABLET STAMPED---A71 1948---, CEMENTED IN
 GR1563'ROCK OUTCROP.
 GR1563'
 GR1563'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0038 ***********************************************************************
 FQ0038  DESIGNATION -  A 72
 FQ0038  PID         -  FQ0038
 FQ0038  STATE/COUNTY-  AZ/NAVAJO
 FQ0038  USGS QUAD   -  INDIAN WELLS (1973)
 FQ0038
 FQ0038                         *CURRENT SURVEY CONTROL
 FQ0038  ___________________________________________________________________
 FQ0038* NAD 83(1986)-  35 28 56.     (N)    110 05 18.     (W)     SCALED    
 FQ0038* NAVD 88     -      1813.520  (meters)    5949.86   (feet)  ADJUSTED  
 FQ0038  ___________________________________________________________________
 FQ0038  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 FQ0038  DYNAMIC HT  -        1811.096 (meters)    5941.90  (feet)  COMP
 FQ0038  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 FQ0038
 FQ0038  VERT ORDER  -  SECOND    CLASS 0
 FQ0038
 FQ0038.The horizontal coordinates were scaled from a topographic map and have
 FQ0038.an estimated accuracy of +/- 6 seconds.
 FQ0038
 FQ0038.The orthometric height was determined by differential leveling
 FQ0038.and adjusted in June 1991.
 FQ0038
 FQ0038.The geoid height was determined by GEOID03.
 FQ0038
 FQ0038.The dynamic height is computed by dividing the NAVD 88
 FQ0038.geopotential number by the normal gravity value computed on the
 FQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0038.degrees latitude (g = 980.6199 gals.).
 FQ0038
 FQ0038.The modeled gravity was interpolated from observed gravity values.
 FQ0038
 FQ0038;                    North         East    Units  Estimated Accuracy
 FQ0038;SPC AZ E     -   497,070.      220,470.      MT  (+/- 180 meters Scaled)
 FQ0038
 FQ0038                          SUPERSEDED SURVEY CONTROL
 FQ0038
 FQ0038  NGVD 29 (??/??/92) 1812.636  (m)         5946.96   (f) ADJ UNCH    2 0
 FQ0038
 FQ0038.Superseded values are not recommended for survey control.
 FQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0038.See file dsdata.txt to determine how the superseded data were derived.
 FQ0038
 FQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE827269(NAD 83)
 FQ0038_MARKER: DB = BENCH MARK DISK
 FQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0038_STAMPING: A 72 1934
 FQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0038+STABILITY: SURFACE MOTION
 FQ0038
 FQ0038  HISTORY     - Date     Condition        Report By
 FQ0038  HISTORY     - 1934     MONUMENTED       CGS
 FQ0038  HISTORY     - 1972     GOOD             USGS
 FQ0038
 FQ0038                          STATION DESCRIPTION
 FQ0038
 FQ0038'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FQ0038'5.7 MI N FROM INDIAN WELLS.
 FQ0038'5.7 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE BIDAHOCHI TRADING
 FQ0038'POST, NAVAJO COUNTY, 0.2 MILES NORTH OF THE JUNCTION OF THE ROAD
 FQ0038'LEADING TO THE NA AH TEE CO-OP STORE, 41 FEET EAST OF THE CENTERLINE
 FQ0038'OF THE OLD ABANDON HIGHWAY AND 600 FT. WEST OF THE PRESENT STATE
 FQ0038'HIGHWAY 77.  A STANDARD DISK SET IN A CONCRETE POST AND STAMPED A 72
 FQ0038'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1564 ***********************************************************************
 GR1564  DESIGNATION -  A 72
 GR1564  PID         -  GR1564
 GR1564  STATE/COUNTY-  AZ/MOHAVE
 GR1564  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1564
 GR1564                         *CURRENT SURVEY CONTROL
 GR1564  ___________________________________________________________________
 GR1564* NAD 83(1992)-  36 10 15.11856(N)    114 04 15.76938(W)     ADJUSTED  
 GR1564* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 GR1564  ___________________________________________________________________
 GR1564  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GR1564  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR1564  HORZ ORDER  -  THIRD
 GR1564
 GR1564.The horizontal coordinates were established by classical geodetic methods
 GR1564.and adjusted by the National Geodetic Survey in August 1993.
 GR1564
 GR1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1564
 GR1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1564
 GR1564.The geoid height was determined by GEOID03.
 GR1564
 GR1564;                    North         East     Units Scale Factor Converg.
 GR1564;SPC AZ W     -   573,537.291   184,477.665   MT  0.99994361   -0 11 22.1
 GR1564;SPC AZ W     - 1,881,684.03    605,241.68   iFT  0.99994361   -0 11 22.1
 GR1564;SPC NV E     - 8,158,687.821   336,049.794   MT  1.00012800   +0 53 33.7
 GR1564;SPC NV E     -26,767,294.96  1,102,523.37   sFT  1.00012800   +0 53 33.7
 GR1564;UTM  11      - 4,006,876.449   763,444.043   MT  1.00045523   +1 43 46.7
 GR1564;UTM  12      - 4,007,271.881   223,771.679   MT  1.00054026   -1 48 49.2
 GR1564
 GR1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1564!SPC AZ W     -   0.99994732  x   0.99994361  =   0.99989094
 GR1564!SPC NV E     -   0.99994732  x   1.00012800  =   1.00007532
 GR1564!UTM  11      -   0.99994732  x   1.00045523  =   1.00040253
 GR1564!UTM  12      -   0.99994732  x   1.00054026  =   1.00048756
 GR1564
 GR1564:                Primary Azimuth Mark                     Grid Az
 GR1564:SPC AZ W     -  A 71                                     203 12 10.8
 GR1564:SPC NV E     -  A 71                                     202 07 15.0
 GR1564:UTM  11      -  A 71                                     201 17 02.0
 GR1564:UTM  12      -  A 71                                     204 49 37.9
 GR1564
 GR1564|---------------------------------------------------------------------|
 GR1564| PID    Reference Object                     Distance      Geod. Az  |
 GR1564|                                                           dddmmss.s |
 GR1564| GR1563 A 71                                APPROX. 1.6 KM 2030048.7 |
 GR1564| GR1654 N 147                               361.750 METERS 29947     |
 GR1564|---------------------------------------------------------------------|
 GR1564
 GR1564                          SUPERSEDED SURVEY CONTROL
 GR1564
 GR1564  NAD 83(1986)-  36 10 15.10947(N)    114 04 15.76972(W) AD(       ) 3
 GR1564  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG    3  
 GR1564
 GR1564.Superseded values are not recommended for survey control.
 GR1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1564.See file dsdata.txt to determine how the superseded data were derived.
 GR1564
 GR1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6344406876(NAD 83)
 GR1564_MARKER: DS = TRIANGULATION STATION DISK
 GR1564_SETTING: 66 = SET IN ROCK OUTCROP
 GR1564_SP_SET: SET IN ROCK OUTCROP
 GR1564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1564+STABILITY: POSITION/ELEVATION WELL
 GR1564
 GR1564  HISTORY     - Date     Condition        Report By
 GR1564  HISTORY     - 1948     MONUMENTED       USGS
 GR1564
 GR1564                          STATION DESCRIPTION
 GR1564
 GR1564'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1564'LOCATED ABOUT 1.9 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1564'IN ICEBERG CANYON, ON SMALL TOP AT END OF RIDGE, ABOUT 5 FT.
 GR1564'ABOVE HIGH WATER MARK.
 GR1564'
 GR1564'TO REACH NOT GIVEN.
 GR1564'
 GR1564'STATION MARK--STANDARD TABLET STAMPED---A 72 1948---, CEMENTED IN
 GR1564'ROCK OUTCROP.
 GR1564'
 GR1564'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0329 ***********************************************************************
 FP0329  DESIGNATION -  A 73
 FP0329  PID         -  FP0329
 FP0329  STATE/COUNTY-  AZ/APACHE
 FP0329  USGS QUAD   -  STEAMBOAT CANYON (1972)
 FP0329
 FP0329                         *CURRENT SURVEY CONTROL
 FP0329  ___________________________________________________________________
 FP0329* NAD 83(1986)-  35 44 59.     (N)    109 50 50.     (W)     SCALED    
 FP0329* NAVD 88     -      1959.036  (meters)    6427.27   (feet)  ADJUSTED  
 FP0329  ___________________________________________________________________
 FP0329  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FP0329  DYNAMIC HT  -        1956.409 (meters)    6418.65  (feet)  COMP
 FP0329  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 FP0329
 FP0329  VERT ORDER  -  SECOND    CLASS 0
 FP0329
 FP0329.The horizontal coordinates were scaled from a topographic map and have
 FP0329.an estimated accuracy of +/- 6 seconds.
 FP0329
 FP0329.The orthometric height was determined by differential leveling
 FP0329.and adjusted in June 1991.
 FP0329
 FP0329.The geoid height was determined by GEOID03.
 FP0329
 FP0329.The dynamic height is computed by dividing the NAVD 88
 FP0329.geopotential number by the normal gravity value computed on the
 FP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0329.degrees latitude (g = 980.6199 gals.).
 FP0329
 FP0329.The modeled gravity was interpolated from observed gravity values.
 FP0329
 FP0329;                    North         East    Units  Estimated Accuracy
 FP0329;SPC AZ E     -   526,790.      242,250.      MT  (+/- 180 meters Scaled)
 FP0329
 FP0329                          SUPERSEDED SURVEY CONTROL
 FP0329
 FP0329  NGVD 29 (??/??/92) 1958.101  (m)         6424.20   (f) ADJ UNCH    2 0
 FP0329
 FP0329.Superseded values are not recommended for survey control.
 FP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0329.See file dsdata.txt to determine how the superseded data were derived.
 FP0329
 FP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE042568(NAD 83)
 FP0329_MARKER: DB = BENCH MARK DISK
 FP0329_SETTING: 80 = SET IN A BOULDER
 FP0329_SP_SET: BOULDER
 FP0329_STAMPING: A 73 1934
 FP0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0329+STABILITY: SURFACE MOTION
 FP0329
 FP0329  HISTORY     - Date     Condition        Report By
 FP0329  HISTORY     - 1934     MONUMENTED       CGS
 FP0329  HISTORY     - 1972     MARK NOT FOUND   USGS
 FP0329
 FP0329                          STATION DESCRIPTION
 FP0329
 FP0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0329'21.0 MI W FROM GANADO.
 FP0329'21.0 MILES WEST ALONG THE KEAMS CANYON ROAD FROM GANADO, APACHE
 FP0329'COUNTY, 0.6 MILE EAST OF STEAMBOAT TRADING POST, 0.4 MILE WEST OF A
 FP0329'SMALL DAM ON THE NORTH SIDE OF THE ROAD, 0.1 MILE EAST OF A LARGE
 FP0329'STONE HOUSE USED IN 1934 AS A GOVERNMENT DAY SCHOOL, AT THE BASE OF A
 FP0329'HIGH ROCKY CLIFF, 60 FEET EAST OF A DRY WASH, 126 FEET NORTH OF THE
 FP0329'CENTERLINE OF THE ROAD, AND IN THE TOP OF THE WEST END OF A LARGE GRAY
 FP0329'SANDSTONE BOULDER.  A STANDARD DISK, STAMPED A 73 1934.
 FP0329
 FP0329                          STATION RECOVERY (1972)
 FP0329
 FP0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1565 ***********************************************************************
 GR1565  DESIGNATION -  A 73
 GR1565  PID         -  GR1565
 GR1565  STATE/COUNTY-  AZ/MOHAVE
 GR1565  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1565
 GR1565                         *CURRENT SURVEY CONTROL
 GR1565  ___________________________________________________________________
 GR1565* NAD 83(1992)-  36 10 42.28322(N)    114 03 58.73836(W)     ADJUSTED  
 GR1565* NAVD 88     -       359.6    (meters)    1180.     (feet)  VERTCON   
 GR1565  ___________________________________________________________________
 GR1565  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GR1565  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GR1565  HORZ ORDER  -  THIRD
 GR1565
 GR1565.The horizontal coordinates were established by classical geodetic methods
 GR1565.and adjusted by the National Geodetic Survey in August 1993.
 GR1565
 GR1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1565
 GR1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1565
 GR1565.The geoid height was determined by GEOID03.
 GR1565
 GR1565;                    North         East     Units Scale Factor Converg.
 GR1565;SPC AZ W     -   574,373.134   184,905.995   MT  0.99994331   -0 11 12.2
 GR1565;SPC AZ W     - 1,884,426.29    606,646.97   iFT  0.99994331   -0 11 12.2
 GR1565;SPC NV E     - 8,159,531.761   336,462.337   MT  1.00012938   +0 53 44.3
 GR1565;SPC NV E     -26,770,063.79  1,103,876.85   sFT  1.00012938   +0 53 44.3
 GR1565;UTM  11      - 4,007,726.605   763,844.344   MT  1.00045783   +1 43 57.9
 GR1565;UTM  12      - 4,008,095.736   224,223.799   MT  1.00053718   -1 48 40.3
 GR1565
 GR1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1565!SPC AZ W     -   0.99994779  x   0.99994331  =   0.99989110
 GR1565!SPC NV E     -   0.99994779  x   1.00012938  =   1.00007717
 GR1565!UTM  11      -   0.99994779  x   1.00045783  =   1.00040560
 GR1565!UTM  12      -   0.99994779  x   1.00053718  =   1.00048494
 GR1565
 GR1565:                Primary Azimuth Mark                     Grid Az
 GR1565:SPC AZ W     -  A 72                                     207 07 58.8
 GR1565:SPC NV E     -  A 72                                     206 03 02.3
 GR1565:UTM  11      -  A 72                                     205 12 48.7
 GR1565:UTM  12      -  A 72                                     208 45 26.9
 GR1565
 GR1565|---------------------------------------------------------------------|
 GR1565| PID    Reference Object                     Distance      Geod. Az  |
 GR1565|                                                           dddmmss.s |
 GR1565| GR1564 A 72                                APPROX. 0.9 KM 2065646.6 |
 GR1565|---------------------------------------------------------------------|
 GR1565
 GR1565                          SUPERSEDED SURVEY CONTROL
 GR1565
 GR1565  NAD 83(1986)-  36 10 42.27431(N)    114 03 58.73861(W) AD(       ) 3
 GR1565  NGVD 29 (06/27/88)  359.0    (m)         1178.     (f) VERT ANG    3  
 GR1565
 GR1565.Superseded values are not recommended for survey control.
 GR1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1565.See file dsdata.txt to determine how the superseded data were derived.
 GR1565
 GR1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6384407727(NAD 83)
 GR1565_MARKER: DS = TRIANGULATION STATION DISK
 GR1565_SETTING: 66 = SET IN ROCK OUTCROP
 GR1565_SP_SET: SET IN ROCK OUTCROP
 GR1565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1565+STABILITY: POSITION/ELEVATION WELL
 GR1565
 GR1565  HISTORY     - Date     Condition        Report By
 GR1565  HISTORY     - 1948     MONUMENTED       USGS
 GR1565
 GR1565                          STATION DESCRIPTION
 GR1565
 GR1565'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1565'LOCATED ABOUT 1.1 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1565'IN ICEBERG CANYON, ABOUT 40 FT. SE. OF MOST SOUTHEASTERLY OF TWO
 GR1565'SMALL TOPS, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1565'
 GR1565'TO REACH NOT GIVEN.
 GR1565'
 GR1565'STATION MARK--STANDARD TABLET STAMPED---A 73 1948---, CEMENTED IN
 GR1565'ROCK OUTCROP.
 GR1565'
 GR1565'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1566 ***********************************************************************
 GR1566  DESIGNATION -  A 74
 GR1566  PID         -  GR1566
 GR1566  STATE/COUNTY-  AZ/MOHAVE
 GR1566  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1566
 GR1566                         *CURRENT SURVEY CONTROL
 GR1566  ___________________________________________________________________
 GR1566* NAD 83(1992)-  36 11 16.91586(N)    114 03 26.77869(W)     ADJUSTED  
 GR1566* NAVD 88     -       356.6    (meters)    1170.     (feet)  VERTCON   
 GR1566  ___________________________________________________________________
 GR1566  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GR1566  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1566  HORZ ORDER  -  THIRD
 GR1566
 GR1566.The horizontal coordinates were established by classical geodetic methods
 GR1566.and adjusted by the National Geodetic Survey in August 1993.
 GR1566
 GR1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1566
 GR1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1566
 GR1566.The geoid height was determined by GEOID03.
 GR1566
 GR1566;                    North         East     Units Scale Factor Converg.
 GR1566;SPC AZ W     -   575,437.979   185,707.965   MT  0.99994275   -0 10 53.5
 GR1566;SPC AZ W     - 1,887,919.88    609,278.10   iFT  0.99994275   -0 10 53.5
 GR1566;SPC NV E     - 8,160,611.770   337,244.193   MT  1.00013202   +0 54 03.9
 GR1566;SPC NV E     -26,773,607.12  1,106,441.99   sFT  1.00013202   +0 54 03.9
 GR1566;UTM  11      - 4,008,818.282   764,610.588   MT  1.00046282   +1 44 18.3
 GR1566;UTM  12      - 4,009,138.033   225,056.129   MT  1.00053153   -1 48 22.9
 GR1566
 GR1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1566!SPC AZ W     -   0.99994826  x   0.99994275  =   0.99989101
 GR1566!SPC NV E     -   0.99994826  x   1.00013202  =   1.00008027
 GR1566!UTM  11      -   0.99994826  x   1.00046282  =   1.00041106
 GR1566!UTM  12      -   0.99994826  x   1.00053153  =   1.00047976
 GR1566
 GR1566:                Primary Azimuth Mark                     Grid Az
 GR1566:SPC AZ W     -  N 151                                    025 19 08.7
 GR1566:SPC NV E     -  N 151                                    024 14 11.3
 GR1566:UTM  11      -  N 151                                    023 23 56.9
 GR1566:UTM  12      -  N 151                                    026 56 38.1
 GR1566
 GR1566|---------------------------------------------------------------------|
 GR1566| PID    Reference Object                     Distance      Geod. Az  |
 GR1566|                                                           dddmmss.s |
 GR1566| GR1659 N 151                               APPROX. 0.6 KM 0250815.2 |
 GR1566| GR1655 N 148                               APPROX. 1.0 KM 2450121.8 |
 GR1566|---------------------------------------------------------------------|
 GR1566
 GR1566                          SUPERSEDED SURVEY CONTROL
 GR1566
 GR1566  NAD 83(1986)-  36 11 16.90721(N)    114 03 26.77879(W) AD(       ) 3
 GR1566  NGVD 29 (06/27/88)  356.0    (m)         1168.     (f) VERT ANG    3  
 GR1566
 GR1566.Superseded values are not recommended for survey control.
 GR1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1566.See file dsdata.txt to determine how the superseded data were derived.
 GR1566
 GR1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6461108818(NAD 83)
 GR1566_MARKER: DS = TRIANGULATION STATION DISK
 GR1566_SETTING: 66 = SET IN ROCK OUTCROP
 GR1566_SP_SET: SET IN ROCK OUTCROP
 GR1566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1566+STABILITY: POSITION/ELEVATION WELL
 GR1566
 GR1566  HISTORY     - Date     Condition        Report By
 GR1566  HISTORY     - 1948     MONUMENTED       USGS
 GR1566
 GR1566                          STATION DESCRIPTION
 GR1566
 GR1566'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1566'LOCATED ABOUT 0.4 MI S. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1566'IN ICEBERG CANYON, ABOUT 10 FT. E. OF HIGH WATER MARK AT WEST END
 GR1566'OF RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1566'
 GR1566'TO REACH NOT GIVEN.
 GR1566'
 GR1566'STATION MARK--STANDARD TABLET STAMPED---A 74 1948---, CEMENTED IN
 GR1566'ROCK OUTCROP.
 GR1566'
 GR1566'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0271 ***********************************************************************
 CY0271  DESIGNATION -  A 75
 CY0271  PID         -  CY0271
 CY0271  STATE/COUNTY-  AZ/GREENLEE
 CY0271  USGS QUAD   -  DUNCAN (1986)
 CY0271
 CY0271                         *CURRENT SURVEY CONTROL
 CY0271  ___________________________________________________________________
 CY0271* NAD 83(1986)-  32 43 16.     (N)    109 06 15.     (W)     SCALED    
 CY0271* NAVD 88     -      1111.56   (+/-2cm)    3646.8    (feet)  VERTCON   
 CY0271  ___________________________________________________________________
 CY0271  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CY0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0271
 CY0271.The horizontal coordinates were scaled from a topographic map and have
 CY0271.an estimated accuracy of +/- 6 seconds.
 CY0271
 CY0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0271.The vertical order pertains to the NGVD 29 superseded value.
 CY0271
 CY0271.The geoid height was determined by GEOID03.
 CY0271
 CY0271;                    North         East    Units  Estimated Accuracy
 CY0271;SPC AZ E     -   191,330.      312,960.      MT  (+/- 180 meters Scaled)
 CY0271
 CY0271                          SUPERSEDED SURVEY CONTROL
 CY0271
 CY0271  NGVD 29 (??/??/92) 1110.895  (m)         3644.66   (f) ADJ UNCH    2 0
 CY0271
 CY0271.Superseded values are not recommended for survey control.
 CY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0271.See file dsdata.txt to determine how the superseded data were derived.
 CY0271
 CY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB776219(NAD 83)
 CY0271_MARKER: DB = BENCH MARK DISK
 CY0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0271_STAMPING: A-75 1934
 CY0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0271+STABILITY: SURFACE MOTION
 CY0271
 CY0271  HISTORY     - Date     Condition        Report By
 CY0271  HISTORY     - 1934     MONUMENTED       CGS
 CY0271
 CY0271                          STATION DESCRIPTION
 CY0271
 CY0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0271'IN DUNCAN.
 CY0271'145 FT. S. OF THE RAILWAY STATION., 25 FT. S. OF THE CENTER LINE OF
 CY0271'U.S. NO. 180, 10 FT. E. OF THE N.W. CORNER OF CONC. LANDING, AND SET
 CY0271'IN THE N.W. CORNER OF CONC. LANDING IN FRONT OF DUNCAN MERCANTILE CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1567 ***********************************************************************
 GR1567  DESIGNATION -  A 75
 GR1567  PID         -  GR1567
 GR1567  STATE/COUNTY-  AZ/MOHAVE
 GR1567  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1567
 GR1567                         *CURRENT SURVEY CONTROL
 GR1567  ___________________________________________________________________
 GR1567* NAD 83(1992)-  36 10 08.87522(N)    114 03 52.94039(W)     ADJUSTED  
 GR1567* NAVD 88     -       658.6    (meters)    2161.     (feet)  VERTCON   
 GR1567  ___________________________________________________________________
 GR1567  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GR1567  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR1567  HORZ ORDER  -  THIRD
 GR1567
 GR1567.The horizontal coordinates were established by classical geodetic methods
 GR1567.and adjusted by the National Geodetic Survey in August 1993.
 GR1567
 GR1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1567
 GR1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1567
 GR1567.The geoid height was determined by GEOID03.
 GR1567
 GR1567;                    North         East     Units Scale Factor Converg.
 GR1567;SPC AZ W     -   573,342.997   185,047.533   MT  0.99994321   -0 11 08.6
 GR1567;SPC AZ W     - 1,881,046.58    607,111.33   iFT  0.99994321   -0 11 08.6
 GR1567;SPC NV E     - 8,158,504.291   336,623.336   MT  1.00012992   +0 53 47.0
 GR1567;SPC NV E     -26,766,692.83  1,104,405.06   sFT  1.00012992   +0 53 47.0
 GR1567;UTM  11      - 4,006,701.258   764,020.393   MT  1.00045897   +1 43 60.0
 GR1567;UTM  12      - 4,007,061.388   224,336.147   MT  1.00053642   -1 48 35.4
 GR1567
 GR1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1567!SPC AZ W     -   0.99990088  x   0.99994321  =   0.99984409
 GR1567!SPC NV E     -   0.99990088  x   1.00012992  =   1.00003078
 GR1567!UTM  11      -   0.99990088  x   1.00045897  =   1.00035980
 GR1567!UTM  12      -   0.99990088  x   1.00053642  =   1.00043724
 GR1567
 GR1567:                Primary Azimuth Mark                     Grid Az
 GR1567:SPC AZ W     -  N 144                                    232 27 56.9
 GR1567:SPC NV E     -  N 144                                    231 23 01.3
 GR1567:UTM  11      -  N 144                                    230 32 48.3
 GR1567:UTM  12      -  N 144                                    234 05 23.7
 GR1567
 GR1567|---------------------------------------------------------------------|
 GR1567| PID    Reference Object                     Distance      Geod. Az  |
 GR1567|                                                           dddmmss.s |
 GR1567| GR1651 N 144                               APPROX. 3.3 KM 2321648.3 |
 GR1567|---------------------------------------------------------------------|
 GR1567
 GR1567                          SUPERSEDED SURVEY CONTROL
 GR1567
 GR1567  NAD 83(1986)-  36 10 08.86632(N)    114 03 52.94067(W) AD(       ) 3
 GR1567  NGVD 29 (06/27/88)  658.0    (m)         2159.     (f) VERT ANG    3  
 GR1567
 GR1567.Superseded values are not recommended for survey control.
 GR1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1567.See file dsdata.txt to determine how the superseded data were derived.
 GR1567
 GR1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6402006701(NAD 83)
 GR1567_MARKER: DS = TRIANGULATION STATION DISK
 GR1567_SETTING: 66 = SET IN ROCK OUTCROP
 GR1567_SP_SET: SET IN ROCK OUTCROP
 GR1567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1567+STABILITY: POSITION/ELEVATION WELL
 GR1567
 GR1567  HISTORY     - Date     Condition        Report By
 GR1567  HISTORY     - 1948     MONUMENTED       USGS
 GR1567
 GR1567                          STATION DESCRIPTION
 GR1567
 GR1567'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1567'LOCATED ABOUT 4.2 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1567'ABOUT 20 FT. N. OF WEST TOP OF TWO EQUALLY HIGH TOPS WHICH ARE
 GR1567'HIGHEST TOPS ON EAST SIDE OF ICEBERG CANYON, ABOUT 500 FT. ABOVE
 GR1567'HIGH WATER MARK.
 GR1567'
 GR1567'TO REACH NOT GIVEN.
 GR1567'
 GR1567'STATION MARK--STANDARD TABLET STAMPED---A 75 1948---, CEMENTED IN
 GR1567'ROCK OUTCROP.
 GR1567'
 GR1567'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0376 ***********************************************************************
 CG0376  DESIGNATION -  A 76
 CG0376  PID         -  CG0376
 CG0376  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0376  USGS QUAD   -  AMADO (1981)
 CG0376
 CG0376                         *CURRENT SURVEY CONTROL
 CG0376  ___________________________________________________________________
 CG0376* NAD 83(1986)-  31 40 37.     (N)    111 03 01.     (W)     SCALED    
 CG0376* NAVD 88     -       949.34   (+/-2cm)    3114.6    (feet)  VERTCON   
 CG0376  ___________________________________________________________________
 CG0376  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0376  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0376
 CG0376.The horizontal coordinates were scaled from a topographic map and have
 CG0376.an estimated accuracy of +/- 6 seconds.
 CG0376
 CG0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0376.The vertical order pertains to the NGVD 29 superseded value.
 CG0376
 CG0376.The geoid height was determined by GEOID03.
 CG0376
 CG0376;                    North         East    Units  Estimated Accuracy
 CG0376;SPC AZ C     -    75,380.      295,510.      MT  (+/- 180 meters Scaled)
 CG0376
 CG0376                          SUPERSEDED SURVEY CONTROL
 CG0376
 CG0376  NGVD 29 (??/??/92)  948.538  (m)         3112.00   (f) ADJ UNCH    1 2
 CG0376
 CG0376.Superseded values are not recommended for survey control.
 CG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0376.See file dsdata.txt to determine how the superseded data were derived.
 CG0376
 CG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA952046(NAD 83)
 CG0376_MARKER: DB = BENCH MARK DISK
 CG0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0376_STAMPING: A 76 1934
 CG0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0376+STABILITY: SURFACE MOTION
 CG0376
 CG0376  HISTORY     - Date     Condition        Report By
 CG0376  HISTORY     - 1934     MONUMENTED       CGS
 CG0376  HISTORY     - 1953     GOOD             NGS
 CG0376
 CG0376                          STATION DESCRIPTION
 CG0376
 CG0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0376'2.1 MI S FROM AMADO.
 CG0376'2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0376'WATER TANK AT AMADO, 119 FEET NORTHEAST OF THE CENTER OF BRIDGE
 CG0376'1023.38, 92.0 FEET EAST OF THE EAST RAIL, 97 FEET NORTH OF THE CENTER
 CG0376'OF A WASH, 8 1/2 FEET SOUTHWEST END OF A JOG IN A FENCE, 1.4 FEET WEST
 CG0376'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, AND SET IN
 CG0376'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1568 ***********************************************************************
 GR1568  DESIGNATION -  A 76
 GR1568  PID         -  GR1568
 GR1568  STATE/COUNTY-  AZ/MOHAVE
 GR1568  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1568
 GR1568                         *CURRENT SURVEY CONTROL
 GR1568  ___________________________________________________________________
 GR1568* NAD 83(1992)-  36 11 31.26932(N)    114 02 47.91617(W)     ADJUSTED  
 GR1568* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1568  ___________________________________________________________________
 GR1568  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GR1568  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1568  HORZ ORDER  -  THIRD
 GR1568
 GR1568.The horizontal coordinates were established by classical geodetic methods
 GR1568.and adjusted by the National Geodetic Survey in August 1993.
 GR1568
 GR1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1568
 GR1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1568
 GR1568.The geoid height was determined by GEOID03.
 GR1568
 GR1568;                    North         East     Units Scale Factor Converg.
 GR1568;SPC AZ W     -   575,877.345   186,680.271   MT  0.99994210   -0 10 30.6
 GR1568;SPC AZ W     - 1,889,361.37    612,468.08   iFT  0.99994210   -0 10 30.6
 GR1568;SPC NV E     - 8,161,069.517   338,208.208   MT  1.00013529   +0 54 27.2
 GR1568;SPC NV E     -26,775,108.91  1,109,604.76   sFT  1.00013529   +0 54 27.2
 GR1568;UTM  11      - 4,009,290.225   765,568.129   MT  1.00046907   +1 44 41.8
 GR1568;UTM  12      - 4,009,549.892   226,041.079   MT  1.00052487   -1 48 00.5
 GR1568
 GR1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1568!SPC AZ W     -   0.99994873  x   0.99994210  =   0.99989083
 GR1568!SPC NV E     -   0.99994873  x   1.00013529  =   1.00008401
 GR1568!UTM  11      -   0.99994873  x   1.00046907  =   1.00041778
 GR1568!UTM  12      -   0.99994873  x   1.00052487  =   1.00047357
 GR1568
 GR1568:                Primary Azimuth Mark                     Grid Az
 GR1568:SPC AZ W     -  A 79                                     016 41 27.6
 GR1568:SPC NV E     -  A 79                                     015 36 29.8
 GR1568:UTM  11      -  A 79                                     014 46 15.2
 GR1568:UTM  12      -  A 79                                     018 18 57.5
 GR1568
 GR1568|---------------------------------------------------------------------|
 GR1568| PID    Reference Object                     Distance      Geod. Az  |
 GR1568|                                                           dddmmss.s |
 GR1568| GR1571 A 79                                APPROX. 0.5 KM 0163057.0 |
 GR1568| GR1658 N 150                               APPROX. 1.3 KM 2734552.8 |
 GR1568|---------------------------------------------------------------------|
 GR1568
 GR1568                          SUPERSEDED SURVEY CONTROL
 GR1568
 GR1568  NAD 83(1986)-  36 11 31.26080(N)    114 02 47.91606(W) AD(       ) 3
 GR1568  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG    3  
 GR1568
 GR1568.Superseded values are not recommended for survey control.
 GR1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1568.See file dsdata.txt to determine how the superseded data were derived.
 GR1568
 GR1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6556809290(NAD 83)
 GR1568_MARKER: DS = TRIANGULATION STATION DISK
 GR1568_SETTING: 66 = SET IN ROCK OUTCROP
 GR1568_SP_SET: SET IN BEDROCK
 GR1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1568+STABILITY: POSITION/ELEVATION WELL
 GR1568
 GR1568  HISTORY     - Date     Condition        Report By
 GR1568  HISTORY     - 1948     MONUMENTED       USGS
 GR1568
 GR1568                          STATION DESCRIPTION
 GR1568
 GR1568'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1568'LOCATED ABOUT 0.5 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1568'ON BROAD POINT ABOUT LEVEL WITH HIGH WATER MARK.
 GR1568'
 GR1568'TO REACH NOT GIVEN.
 GR1568'
 GR1568'STATION MARK--STANDARD TABLET STAMPED---A 76 1948---, CEMENTED IN
 GR1568'BEDROCK.
 GR1568'
 GR1568'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0315 ***********************************************************************
 CG0315  DESIGNATION -  A 77
 CG0315  PID         -  CG0315
 CG0315  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0315  USGS QUAD   -  PATAGONIA (1981)
 CG0315
 CG0315                         *CURRENT SURVEY CONTROL
 CG0315  ___________________________________________________________________
 CG0315* NAD 83(1986)-  31 32 13.     (N)    110 45 29.     (W)     SCALED    
 CG0315* NAVD 88     -      1230.87   (+/-2cm)    4038.3    (feet)  VERTCON   
 CG0315  ___________________________________________________________________
 CG0315  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CG0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0315
 CG0315.The horizontal coordinates were scaled from a topographic map and have
 CG0315.an estimated accuracy of +/- 6 seconds.
 CG0315
 CG0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0315.The vertical order pertains to the NGVD 29 superseded value.
 CG0315
 CG0315.The geoid height was determined by GEOID03.
 CG0315
 CG0315;                    North         East    Units  Estimated Accuracy
 CG0315;SPC AZ C     -    60,110.      323,380.      MT  (+/- 180 meters Scaled)
 CG0315
 CG0315                          SUPERSEDED SURVEY CONTROL
 CG0315
 CG0315  NGVD 29 (??/??/92) 1229.978  (m)         4035.35   (f) ADJ UNCH    2 0
 CG0315
 CG0315.Superseded values are not recommended for survey control.
 CG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0315.See file dsdata.txt to determine how the superseded data were derived.
 CG0315
 CG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV229891(NAD 83)
 CG0315_MARKER: DB = BENCH MARK DISK
 CG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0315_STAMPING: A 77 1934
 CG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0315+STABILITY: SURFACE MOTION
 CG0315
 CG0315  HISTORY     - Date     Condition        Report By
 CG0315  HISTORY     - 1934     MONUMENTED       CGS
 CG0315  HISTORY     - 1976     GOOD             USGS
 CG0315
 CG0315                          STATION DESCRIPTION
 CG0315
 CG0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0315'0.4 MI SW FROM PATAGONIA.
 CG0315'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE SOUTHERN PACIFIC
 CG0315'CO. RAILROAD STATION AT PATAGONIA, SANTA CRUZ COUNTY, 115 FEET
 CG0315'SOUTHWEST OF AN ADOBE HOUSE, 60 FEET SOUTH OF A CATTLEGUARD, AND 42
 CG0315'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CG0315'STAMPED A 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CG0315
 CG0315                          STATION RECOVERY (1976)
 CG0315
 CG0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0315'0.45 MI SW. ALONG MCKEOWN AVE. FROM POST OFFICE IN PATAGONIA. 178 FT
 CG0315'SE. OF T-RD N., 60 FT SE. OF CENTERLINE OF AVENUE, 7 FT S. OF
 CG0315'RIGHT-OF-WAY FENCE. ON TOP OF CONCRETE POST. NGS DISK STAMPED A 77
 CG0315'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1569 ***********************************************************************
 GR1569  DESIGNATION -  A 77
 GR1569  PID         -  GR1569
 GR1569  STATE/COUNTY-  AZ/MOHAVE
 GR1569  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1569
 GR1569                         *CURRENT SURVEY CONTROL
 GR1569  ___________________________________________________________________
 GR1569* NAD 83(1992)-  36 11 42.52634(N)    114 03 05.36280(W)     ADJUSTED  
 GR1569* NAVD 88     -       411.6    (meters)    1350.     (feet)  VERTCON   
 GR1569  ___________________________________________________________________
 GR1569  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GR1569  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1569  HORZ ORDER  -  THIRD
 GR1569
 GR1569.The horizontal coordinates were established by classical geodetic methods
 GR1569.and adjusted by the National Geodetic Survey in August 1993.
 GR1569
 GR1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1569
 GR1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1569
 GR1569.The geoid height was determined by GEOID03.
 GR1569
 GR1569;                    North         East     Units Scale Factor Converg.
 GR1569;SPC AZ W     -   576,225.641   186,245.479   MT  0.99994239   -0 10 41.0
 GR1569;SPC AZ W     - 1,890,504.07    611,041.60   iFT  0.99994239   -0 10 41.0
 GR1569;SPC NV E     - 8,161,409.600   337,766.828   MT  1.00013379   +0 54 17.1
 GR1569;SPC NV E     -26,776,224.66  1,108,156.67   sFT  1.00013379   +0 54 17.1
 GR1569;UTM  11      - 4,009,623.932   765,121.676   MT  1.00046615   +1 44 32.0
 GR1569;UTM  12      - 4,009,910.589   225,616.091   MT  1.00052774   -1 48 11.3
 GR1569
 GR1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1569!SPC AZ W     -   0.99993963  x   0.99994239  =   0.99988202
 GR1569!SPC NV E     -   0.99993963  x   1.00013379  =   1.00007341
 GR1569!UTM  11      -   0.99993963  x   1.00046615  =   1.00040575
 GR1569!UTM  12      -   0.99993963  x   1.00052774  =   1.00046734
 GR1569
 GR1569:                Primary Azimuth Mark                     Grid Az
 GR1569:SPC AZ W     -  A 74                                     214 18 37.2
 GR1569:SPC NV E     -  A 74                                     213 13 39.1
 GR1569:UTM  11      -  A 74                                     212 23 24.2
 GR1569:UTM  12      -  A 74                                     215 56 07.5
 GR1569
 GR1569|---------------------------------------------------------------------|
 GR1569| PID    Reference Object                     Distance      Geod. Az  |
 GR1569|                                                           dddmmss.s |
 GR1569| GR1566 A 74                                APPROX. 1.0 KM 2140756.2 |
 GR1569|---------------------------------------------------------------------|
 GR1569
 GR1569                          SUPERSEDED SURVEY CONTROL
 GR1569
 GR1569  NAD 83(1986)-  36 11 42.51790(N)    114 03 05.36283(W) AD(       ) 3
 GR1569  NGVD 29 (06/27/88)  411.0    (m)         1348.     (f) VERT ANG    3  
 GR1569
 GR1569.Superseded values are not recommended for survey control.
 GR1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1569.See file dsdata.txt to determine how the superseded data were derived.
 GR1569
 GR1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6512209624(NAD 83)
 GR1569_MARKER: DS = TRIANGULATION STATION DISK
 GR1569_SETTING: 66 = SET IN ROCK OUTCROP
 GR1569_SP_SET: SET IN ROCK OUTCROP
 GR1569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1569+STABILITY: POSITION/ELEVATION WELL
 GR1569
 GR1569  HISTORY     - Date     Condition        Report By
 GR1569  HISTORY     - 1948     MONUMENTED       USGS
 GR1569
 GR1569                          STATION DESCRIPTION
 GR1569
 GR1569'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1569'LOCATED ABOUT 0.2 MI NE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1569'ON HIGHEST POINT OF RIDGE CALLED BOUNDARY POINT, ABOUT 4 FT. S.
 GR1569'OF 4-FT. HIGH CAIRN, ABOUT 150 FT. ABOVE HIGH WATER MARK.
 GR1569'
 GR1569'TO REACH NOT GIVEN.
 GR1569'
 GR1569'STATION MARK--STANDARD TABLET STAMPED---A 77 1948---, CEMENTED IN
 GR1569'ROCK OUTCROP.
 GR1569'
 GR1569'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0168 ***********************************************************************
 CG0168  DESIGNATION -  A 78
 CG0168  PID         -  CG0168
 CG0168  STATE/COUNTY-  AZ/COCHISE
 CG0168  USGS QUAD   -  TOMBSTONE (1978)
 CG0168
 CG0168                         *CURRENT SURVEY CONTROL
 CG0168  ___________________________________________________________________
 CG0168* NAD 83(1986)-  31 42 38.     (N)    110 03 31.     (W)     SCALED    
 CG0168* NAVD 88     -      1394.96   (+/-2cm)    4576.6    (feet)  VERTCON   
 CG0168  ___________________________________________________________________
 CG0168  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0168
 CG0168.The horizontal coordinates were scaled from a topographic map and have
 CG0168.an estimated accuracy of +/- 6 seconds.
 CG0168
 CG0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0168.The vertical order pertains to the NGVD 29 superseded value.
 CG0168
 CG0168.The geoid height was determined by GEOID03.
 CG0168
 CG0168;                    North         East    Units  Estimated Accuracy
 CG0168;SPC AZ E     -    78,780.      223,600.      MT  (+/- 180 meters Scaled)
 CG0168
 CG0168                          SUPERSEDED SURVEY CONTROL
 CG0168
 CG0168  NGVD 29 (??/??/92) 1394.103  (m)         4573.82   (f) ADJ UNCH    2 0
 CG0168
 CG0168.Superseded values are not recommended for survey control.
 CG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0168.See file dsdata.txt to determine how the superseded data were derived.
 CG0168
 CG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA891087(NAD 83)
 CG0168_MARKER: DB = BENCH MARK DISK
 CG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0168_STAMPING: A 78 1934
 CG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0168+STABILITY: SURFACE MOTION
 CG0168
 CG0168  HISTORY     - Date     Condition        Report By
 CG0168  HISTORY     - 1934     MONUMENTED       CGS
 CG0168  HISTORY     - 1935     GOOD             NGS
 CG0168  HISTORY     - 20000323 MARK NOT FOUND   NGS
 CG0168  HISTORY     - 20061209 MARK NOT FOUND   GEOCAC
 CG0168
 CG0168                          STATION DESCRIPTION
 CG0168
 CG0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0168'0.4 MI E FROM TOMBSTONE.
 CG0168'0.4 MILE EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0168'78 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 80, 50
 CG0168'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET WEST OF AN
 CG0168'OLD ADOBE HOUSE.  A STANDARD DISK, STAMPED A 78 1934 AND SET IN THE
 CG0168'TOP OF A CONCRETE POST.
 CG0168
 CG0168                          STATION RECOVERY (2000)
 CG0168
 CG0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 CG0168'MARK NOT FOUND.
 CG0168
 CG0168                          STATION RECOVERY (2006)
 CG0168
 CG0168'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CG0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1570 ***********************************************************************
 GR1570  DESIGNATION -  A 78
 GR1570  PID         -  GR1570
 GR1570  STATE/COUNTY-  AZ/MOHAVE
 GR1570  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1570
 GR1570                         *CURRENT SURVEY CONTROL
 GR1570  ___________________________________________________________________
 GR1570* NAD 83(1992)-  36 11 11.47524(N)    114 02 01.81776(W)     ADJUSTED  
 GR1570* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 GR1570  ___________________________________________________________________
 GR1570  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GR1570  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1570  HORZ ORDER  -  THIRD
 GR1570
 GR1570.The horizontal coordinates were established by classical geodetic methods
 GR1570.and adjusted by the National Geodetic Survey in August 1993.
 GR1570
 GR1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1570
 GR1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1570
 GR1570.The geoid height was determined by GEOID03.
 GR1570
 GR1570;                    North         East     Units Scale Factor Converg.
 GR1570;SPC AZ W     -   575,263.827   187,830.165   MT  0.99994136   -0 10 03.3
 GR1570;SPC AZ W     - 1,887,348.51    616,240.70   iFT  0.99994136   -0 10 03.3
 GR1570;SPC NV E     - 8,160,477.719   339,369.716   MT  1.00013926   +0 54 54.0
 GR1570;SPC NV E     -26,773,167.32  1,113,415.48   sFT  1.00013926   +0 54 54.0
 GR1570;UTM  11      - 4,008,715.272   766,738.554   MT  1.00047675   +1 45 08.3
 GR1570;UTM  12      - 4,008,903.641   227,173.770   MT  1.00051723   -1 47 32.4
 GR1570
 GR1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1570!SPC AZ W     -   0.99995014  x   0.99994136  =   0.99989151
 GR1570!SPC NV E     -   0.99995014  x   1.00013926  =   1.00008940
 GR1570!UTM  11      -   0.99995014  x   1.00047675  =   1.00042687
 GR1570!UTM  12      -   0.99995014  x   1.00051723  =   1.00046735
 GR1570
 GR1570:                Primary Azimuth Mark                     Grid Az
 GR1570:SPC AZ W     -  A 76                                     298 04 54.6
 GR1570:SPC NV E     -  A 76                                     296 59 57.3
 GR1570:UTM  11      -  A 76                                     296 09 43.0
 GR1570:UTM  12      -  A 76                                     299 42 23.7
 GR1570
 GR1570|---------------------------------------------------------------------|
 GR1570| PID    Reference Object                     Distance      Geod. Az  |
 GR1570|                                                           dddmmss.s |
 GR1570| GR1568 A 76                                APPROX. 1.3 KM 2975451.3 |
 GR1570|---------------------------------------------------------------------|
 GR1570
 GR1570                          SUPERSEDED SURVEY CONTROL
 GR1570
 GR1570  NAD 83(1986)-  36 11 11.46668(N)    114 02 01.81738(W) AD(       ) 3
 GR1570  NGVD 29 (06/27/88)  344.0    (m)         1129.     (f) VERT ANG    3  
 GR1570
 GR1570.Superseded values are not recommended for survey control.
 GR1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1570.See file dsdata.txt to determine how the superseded data were derived.
 GR1570
 GR1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6673908715(NAD 83)
 GR1570_MARKER: DS = TRIANGULATION STATION DISK
 GR1570_SETTING: 80 = SET IN A BOULDER
 GR1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1570+STABILITY: SURFACE MOTION
 GR1570
 GR1570  HISTORY     - Date     Condition        Report By
 GR1570  HISTORY     - 1948     MONUMENTED       USGS
 GR1570
 GR1570                          STATION DESCRIPTION
 GR1570
 GR1570'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1570'LOCATED ABOUT 1.1 MI SE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1570'ABOUT 15 FT. SW. OF HIGH WATER MARK AT NORTHEAST END OF PROMINENT
 GR1570'RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1570'
 GR1570'TO REACH NOT GIVEN.
 GR1570'
 GR1570'STATION MARK--STANDARD TABLET STAMPED---A 78 1948---, CEMENTED IN
 GR1570'BOULDER IN PLACE.
 GR1570'
 GR1570'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0139 ***********************************************************************
 CG0139  DESIGNATION -  A 79
 CG0139  PID         -  CG0139
 CG0139  STATE/COUNTY-  AZ/COCHISE
 CG0139  USGS QUAD   -  FAIRBANK (1952)
 CG0139
 CG0139                         *CURRENT SURVEY CONTROL
 CG0139  ___________________________________________________________________
 CG0139* NAD 83(1986)-  31 39 44.     (N)    110 10 33.     (W)     SCALED    
 CG0139* NAVD 88     -      1201.77   (+/-2cm)    3942.8    (feet)  VERTCON   
 CG0139  ___________________________________________________________________
 CG0139  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0139
 CG0139.The horizontal coordinates were scaled from a topographic map and have
 CG0139.an estimated accuracy of +/- 6 seconds.
 CG0139
 CG0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0139.The vertical order pertains to the NGVD 29 superseded value.
 CG0139
 CG0139.The geoid height was determined by GEOID03.
 CG0139
 CG0139;                    North         East    Units  Estimated Accuracy
 CG0139;SPC AZ E     -    73,420.      212,490.      MT  (+/- 180 meters Scaled)
 CG0139
 CG0139                          SUPERSEDED SURVEY CONTROL
 CG0139
 CG0139  NGVD 29 (??/??/92) 1200.964  (m)         3940.16   (f) ADJ UNCH    2 0
 CG0139
 CG0139.Superseded values are not recommended for survey control.
 CG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0139.See file dsdata.txt to determine how the superseded data were derived.
 CG0139
 CG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA781032(NAD 83)
 CG0139_MARKER: DB = BENCH MARK DISK
 CG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0139_STAMPING: A 79 1934
 CG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0139+STABILITY: SURFACE MOTION
 CG0139
 CG0139  HISTORY     - Date     Condition        Report By
 CG0139  HISTORY     - 1934     MONUMENTED       CGS
 CG0139
 CG0139                          STATION DESCRIPTION
 CG0139
 CG0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0139'2.3 MI NW FROM CHARLESTON.
 CG0139'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0139'STATION AT CHARLESTON, COCHISE COUNTY, 0.2 MILE SOUTH OF MILEPOST
 CG0139'1052, 110 FEET EAST OF A POLE, AND 60 FEET EAST OF THE CENTERLINE OF
 CG0139'THE TRACK.  A STANDARD DISK, STAMPED A 79 1934 AND SET IN THE TOP OF A
 CG0139'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1571 ***********************************************************************
 GR1571  DESIGNATION -  A 79
 GR1571  PID         -  GR1571
 GR1571  STATE/COUNTY-  AZ/MOHAVE
 GR1571  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1571
 GR1571                         *CURRENT SURVEY CONTROL
 GR1571  ___________________________________________________________________
 GR1571* NAD 83(1992)-  36 11 47.99016(N)    114 02 41.79926(W)     ADJUSTED  
 GR1571* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1571  ___________________________________________________________________
 GR1571  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GR1571  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1571  HORZ ORDER  -  THIRD
 GR1571
 GR1571.The horizontal coordinates were established by classical geodetic methods
 GR1571.and adjusted by the National Geodetic Survey in August 1993.
 GR1571
 GR1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1571
 GR1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1571
 GR1571.The geoid height was determined by GEOID03.
 GR1571
 GR1571;                    North         East     Units Scale Factor Converg.
 GR1571;SPC AZ W     -   576,392.232   186,834.657   MT  0.99994200   -0 10 27.1
 GR1571;SPC AZ W     - 1,891,050.63    612,974.60   iFT  0.99994200   -0 10 27.1
 GR1571;SPC NV E     - 8,161,587.330   338,352.865   MT  1.00013578   +0 54 31.2
 GR1571;SPC NV E     -26,776,807.77  1,110,079.36   sFT  1.00013578   +0 54 31.2
 GR1571;UTM  11      - 4,009,810.270   765,705.247   MT  1.00046997   +1 44 46.2
 GR1571;UTM  12      - 4,010,060.491   226,210.103   MT  1.00052372   -1 47 57.6
 GR1571
 GR1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1571!SPC AZ W     -   0.99994685  x   0.99994200  =   0.99988885
 GR1571!SPC NV E     -   0.99994685  x   1.00013578  =   1.00008262
 GR1571!UTM  11      -   0.99994685  x   1.00046997  =   1.00041679
 GR1571!UTM  12      -   0.99994685  x   1.00052372  =   1.00047054
 GR1571
 GR1571:                Primary Azimuth Mark                     Grid Az
 GR1571:SPC AZ W     -  A 76                                     196 41 27.7
 GR1571:SPC NV E     -  A 76                                     195 36 29.4
 GR1571:UTM  11      -  A 76                                     194 46 14.4
 GR1571:UTM  12      -  A 76                                     198 18 58.2
 GR1571
 GR1571|---------------------------------------------------------------------|
 GR1571| PID    Reference Object                     Distance      Geod. Az  |
 GR1571|                                                           dddmmss.s |
 GR1571| GR1568 A 76                                APPROX. 0.5 KM 1963100.6 |
 GR1571|---------------------------------------------------------------------|
 GR1571
 GR1571                          SUPERSEDED SURVEY CONTROL
 GR1571
 GR1571  NAD 83(1986)-  36 11 47.98175(N)    114 02 41.79915(W) AD(       ) 3
 GR1571  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1571
 GR1571.Superseded values are not recommended for survey control.
 GR1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1571.See file dsdata.txt to determine how the superseded data were derived.
 GR1571
 GR1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6570509810(NAD 83)
 GR1571_MARKER: DS = TRIANGULATION STATION DISK
 GR1571_SETTING: 66 = SET IN ROCK OUTCROP
 GR1571_SP_SET: SET IN ROCK OUTCROP
 GR1571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1571+STABILITY: POSITION/ELEVATION WELL
 GR1571
 GR1571  HISTORY     - Date     Condition        Report By
 GR1571  HISTORY     - 1948     MONUMENTED       USGS
 GR1571
 GR1571                          STATION DESCRIPTION
 GR1571
 GR1571'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1571'LOCATED ABOUT 0.6 MI NE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1571'ABOUT 5 FT. NE. OF HIGH WATER MARK AT SOUTHWEST END OF SMALL,
 GR1571'SHARP RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1571'
 GR1571'TO REACH NOT GIVEN.
 GR1571'
 GR1571'STATION MARK--STANDARD TABLET STAMPED---A 79 1948---, CEMENTED IN
 GR1571'ROCK OUTCROP.
 GR1571'
 GR1571'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0190 ***********************************************************************
 DB0190  DESIGNATION -  A 8
 DB0190  PID         -  DB0190
 DB0190  STATE/COUNTY-  AZ/YUMA
 DB0190  USGS QUAD   -  FORTUNA (1979)
 DB0190
 DB0190                         *CURRENT SURVEY CONTROL
 DB0190  ___________________________________________________________________
 DB0190* NAD 83(1986)-  32 40 58.     (N)    114 28 03.     (W)     SCALED    
 DB0190* NAVD 88     -        67.61   (+/-2cm)     221.8    (feet)  VERTCON   
 DB0190  ___________________________________________________________________
 DB0190  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DB0190  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0190
 DB0190.The horizontal coordinates were scaled from a topographic map and have
 DB0190.an estimated accuracy of +/- 6 seconds.
 DB0190
 DB0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0190.The vertical order pertains to the NGVD 29 superseded value.
 DB0190
 DB0190.Photographs are available for this station.
 DB0190
 DB0190.The geoid height was determined by GEOID03.
 DB0190
 DB0190;                    North         East    Units  Estimated Accuracy
 DB0190;SPC AZ W     -   186,810.      146,070.      MT  (+/- 180 meters Scaled)
 DB0190
 DB0190                          SUPERSEDED SURVEY CONTROL
 DB0190
 DB0190  NGVD 29 (??/??/??)   66.940  (m)          219.62   (f) ADJUSTED    1 2
 DB0190
 DB0190.Superseded values are not recommended for survey control.
 DB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0190.See file dsdata.txt to determine how the superseded data were derived.
 DB0190
 DB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS374189(NAD 83)
 DB0190_MARKER: DB = BENCH MARK DISK
 DB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0190_STAMPING: 219.619 A 8 1927
 DB0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0190+STABILITY: SURFACE MOTION
 DB0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0190+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB0190
 DB0190  HISTORY     - Date     Condition        Report By
 DB0190  HISTORY     - 1927     MONUMENTED       CGS
 DB0190  HISTORY     - 1935     GOOD             NGS
 DB0190  HISTORY     - 19950524 GOOD             USPSQD
 DB0190  HISTORY     - 20040621 GOOD             JCLS
 DB0190  HISTORY     - 20060406 GOOD             INDIV
 DB0190
 DB0190                          STATION DESCRIPTION
 DB0190
 DB0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0190'10.8 MI SE FROM YUMA.
 DB0190'10.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0190'FROM THE STATION AT YUMA, YUMA COUNTY, 4 POLES SOUTHWEST OF THE
 DB0190'STATION SIGN AT FORTUNA, 13-1/2 POLES NORTHEAST OF MILEPOST 743,
 DB0190'4-1/3 POLES NORTHEAST OF SEMAPHORES 7432 AND 7433, 2-2/3 POLES
 DB0190'SOUTHWEST OF A TELEPHONE BOOTH, 100 FEET NORTHWEST OF THE
 DB0190'CENTERLINE OF THE NORTH TRACK, AND JUST INSIDE THE RIGHT-OF-WAY
 DB0190'FENCE.  A STANDARD DISK, STAMPED 219.619 A 8 1927 AND SET IN THE
 DB0190'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 DB0190
 DB0190                          STATION RECOVERY (1995)
 DB0190
 DB0190'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0190'RECOVERED IN GOOD CONDITION.
 DB0190
 DB0190                          STATION RECOVERY (2004)
 DB0190
 DB0190'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0190'RECOVERED IN GOOD CONDITION.
 DB0190
 DB0190                          STATION RECOVERY (2006)
 DB0190
 DB0190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0190'NEARBY SURROUNDING BRUSH AND TREES HAVE BEEN REMOVED FROM THE SITE BY
 DB0190'BOTH THE RAILROAD AND IRRIGATION DISTRICT. MONUMENT IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1572 ***********************************************************************
 GR1572  DESIGNATION -  A 8
 GR1572  PID         -  GR1572
 GR1572  STATE/COUNTY-  AZ/MOHAVE
 GR1572  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1572
 GR1572                         *CURRENT SURVEY CONTROL
 GR1572  ___________________________________________________________________
 GR1572* NAD 83(1992)-  36 07 50.80633(N)    114 38 37.70544(W)     ADJUSTED  
 GR1572* NAVD 88     -       374.7    (meters)    1229.     (feet)  VERTCON   
 GR1572  ___________________________________________________________________
 GR1572  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GR1572  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1572  HORZ ORDER  -  THIRD
 GR1572
 GR1572.The horizontal coordinates were established by classical geodetic methods
 GR1572.and adjusted by the National Geodetic Survey in August 1993.
 GR1572
 GR1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1572
 GR1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1572
 GR1572.The geoid height was determined by GEOID03.
 GR1572
 GR1572;                    North         East     Units Scale Factor Converg.
 GR1572;SPC AZ W     -   569,411.753   132,908.688   MT  1.00001305   -0 31 37.4
 GR1572;SPC AZ W     - 1,868,148.80    436,052.13   iFT  1.00001305   -0 31 37.4
 GR1572;SPC NV E     - 8,153,589.177   284,563.776   MT  0.99998808   +0 33 14.4
 GR1572;SPC NV E     -26,750,567.16    933,606.32   sFT  0.99998808   +0 33 14.4
 GR1572;UTM  11      - 4,001,025.364   712,025.261   MT  1.00015394   +1 23 23.3
 GR1572
 GR1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1572!SPC AZ W     -   0.99994558  x   1.00001305  =   0.99995863
 GR1572!SPC NV E     -   0.99994558  x   0.99998808  =   0.99993366
 GR1572!UTM  11      -   0.99994558  x   1.00015394  =   1.00009951
 GR1572
 GR1572:                Primary Azimuth Mark                     Grid Az
 GR1572:SPC AZ W     -  A 7                                      239 56 02.2
 GR1572:SPC NV E     -  A 7                                      238 51 10.4
 GR1572:UTM  11      -  A 7                                      238 01 01.5
 GR1572
 GR1572|---------------------------------------------------------------------|
 GR1572| PID    Reference Object                     Distance      Geod. Az  |
 GR1572|                                                           dddmmss.s |
 GR1572| GR1561 A 7                                 APPROX. 2.2 KM 2392424.8 |
 GR1572|---------------------------------------------------------------------|
 GR1572
 GR1572                          SUPERSEDED SURVEY CONTROL
 GR1572
 GR1572  NAD 83(1986)-  36 07 50.79234(N)    114 38 37.69506(W) AD(       ) 3
 GR1572  NGVD 29 (06/27/88)  374.0    (m)         1227.     (f) VERT ANG    3  
 GR1572
 GR1572.Superseded values are not recommended for survey control.
 GR1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1572.See file dsdata.txt to determine how the superseded data were derived.
 GR1572
 GR1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1202501025(NAD 83)
 GR1572_MARKER: DS = TRIANGULATION STATION DISK
 GR1572_SETTING: 66 = SET IN ROCK OUTCROP
 GR1572_SP_SET: SET IN ROCK OUTCROP
 GR1572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1572+STABILITY: POSITION/ELEVATION WELL
 GR1572
 GR1572  HISTORY     - Date     Condition        Report By
 GR1572  HISTORY     - 1947     MONUMENTED       USGS
 GR1572
 GR1572                          STATION DESCRIPTION
 GR1572
 GR1572'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1572'LOCATED ABOUT 9.9 MI NE. OF HOOVER DAM, ABOUT 1.4 MI E. OF BEACON
 GR1572'ISLAND.  ON ROCKY POINT, ABOUT 50 FT. ABOVE HIGH WATER MARK.
 GR1572'
 GR1572'TO REACH NOT GIVEN.
 GR1572'
 GR1572'STATION MARK--STANDARD TABLET STAMPED---A8 1947---, CEMENTED IN
 GR1572'ROCK OUTCROP.
 GR1572'
 GR1572'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0178 ***********************************************************************
 CF0178  DESIGNATION -  A 80
 CF0178  PID         -  CF0178
 CF0178  STATE/COUNTY-  AZ/COCHISE
 CF0178  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0178
 CF0178                         *CURRENT SURVEY CONTROL
 CF0178  ___________________________________________________________________
 CF0178* NAD 83(1986)-  31 45 30.     (N)    109 41 22.     (W)     SCALED    
 CF0178* NAVD 88     -      1288.35   (+/-2cm)    4226.9    (feet)  VERTCON   
 CF0178  ___________________________________________________________________
 CF0178  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0178
 CF0178.The horizontal coordinates were scaled from a topographic map and have
 CF0178.an estimated accuracy of +/- 6 seconds.
 CF0178
 CF0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0178.The vertical order pertains to the NGVD 29 superseded value.
 CF0178
 CF0178.The geoid height was determined by GEOID03.
 CF0178
 CF0178;                    North         East    Units  Estimated Accuracy
 CF0178;SPC AZ E     -    84,170.      258,570.      MT  (+/- 180 meters Scaled)
 CF0178
 CF0178                          SUPERSEDED SURVEY CONTROL
 CF0178
 CF0178  NGVD 29 (??/??/92) 1287.516  (m)         4224.13   (f) ADJ UNCH    2 0
 CF0178
 CF0178.Superseded values are not recommended for survey control.
 CF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0178.See file dsdata.txt to determine how the superseded data were derived.
 CF0178
 CF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA241143(NAD 83)
 CF0178_MARKER: DB = BENCH MARK DISK
 CF0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0178_SP_SET: CULVERT
 CF0178_STAMPING: A 80 1934
 CF0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0178
 CF0178  HISTORY     - Date     Condition        Report By
 CF0178  HISTORY     - 1934     MONUMENTED       CGS
 CF0178  HISTORY     - 1957     MARK NOT FOUND   NGS
 CF0178  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0178  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0178
 CF0178                          STATION DESCRIPTION
 CF0178
 CF0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CF0178'5.3 MI N FROM ELFRIDA.
 CF0178'5.3 MILES NORTH ALONG U.S. HIGHWAY 666 FROM ELFRIDA, COCHISE COUNTY,
 CF0178'AT A ROAD INTERSECTION, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CF0178'15 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 30 FEET
 CF0178'NORTHEAST OF A FENCE CORNER, AT A CONCRETE CULVERT, AND IN THE SOUTH
 CF0178'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED A 80 1934.
 CF0178
 CF0178                          STATION RECOVERY (1980)
 CF0178
 CF0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0178'CULVERT GONE AS REPORTED IN 1957 BY USGS.
 CF0178
 CF0178                          STATION RECOVERY (1981)
 CF0178
 CF0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1573 ***********************************************************************
 GR1573  DESIGNATION -  A 80
 GR1573  PID         -  GR1573
 GR1573  STATE/COUNTY-  AZ/MOHAVE
 GR1573  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1573
 GR1573                         *CURRENT SURVEY CONTROL
 GR1573  ___________________________________________________________________
 GR1573* NAD 83(1992)-  36 11 02.56072(N)    114 01 23.59615(W)     ADJUSTED  
 GR1573* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1573  ___________________________________________________________________
 GR1573  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 GR1573  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1573  HORZ ORDER  -  THIRD
 GR1573
 GR1573.The horizontal coordinates were established by classical geodetic methods
 GR1573.and adjusted by the National Geodetic Survey in August 1993.
 GR1573
 GR1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1573
 GR1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1573
 GR1573.The geoid height was determined by GEOID03.
 GR1573
 GR1573;                    North         East     Units Scale Factor Converg.
 GR1573;SPC AZ W     -   574,986.332   188,784.350   MT  0.99994077   -0 09 40.7
 GR1573;SPC AZ W     - 1,886,438.10    619,371.23   iFT  0.99994077   -0 09 40.7
 GR1573;SPC NV E     - 8,160,218.249   340,329.166   MT  1.00014256   +0 55 16.4
 GR1573;SPC NV E     -26,772,316.04  1,116,563.27   sFT  1.00014256   +0 55 16.4
 GR1573;UTM  11      - 4,008,469.767   767,702.019   MT  1.00048310   +1 45 30.5
 GR1573;UTM  12      - 4,008,599.030   228,120.246   MT  1.00051088   -1 47 09.4
 GR1573
 GR1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1573!SPC AZ W     -   0.99994685  x   0.99994077  =   0.99988762
 GR1573!SPC NV E     -   0.99994685  x   1.00014256  =   1.00008940
 GR1573!UTM  11      -   0.99994685  x   1.00048310  =   1.00042992
 GR1573!UTM  12      -   0.99994685  x   1.00051088  =   1.00045770
 GR1573
 GR1573                          SUPERSEDED SURVEY CONTROL
 GR1573
 GR1573  NAD 83(1986)-  36 11 02.55216(N)    114 01 23.59551(W) AD(       ) 3
 GR1573  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1573
 GR1573.Superseded values are not recommended for survey control.
 GR1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1573.See file dsdata.txt to determine how the superseded data were derived.
 GR1573
 GR1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6770208470(NAD 83)
 GR1573_MARKER: DS = TRIANGULATION STATION DISK
 GR1573_SETTING: 80 = SET IN A BOULDER
 GR1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1573+STABILITY: SURFACE MOTION
 GR1573
 GR1573  HISTORY     - Date     Condition        Report By
 GR1573  HISTORY     - 1948     MONUMENTED       USGS
 GR1573
 GR1573                          STATION DESCRIPTION
 GR1573
 GR1573'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1573'NOT OCCUPIED.
 GR1573'
 GR1573'LOCATED ABOUT 1.9 MI SE. OF N.P.S. LIGHT BASE ON BOUNDARY POINT,
 GR1573'ABOUT 0.7 MI S. OF ISLAND.  ON CREST OF RIDGE, ABOUT 10 FT. ABOVE
 GR1573'HIGH WATER MARK.
 GR1573'
 GR1573'STATION MARK--STANDARD TABLET STAMPED---A 80 1948---, CEMENTED IN
 GR1573'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0118 ***********************************************************************
 CF0118  DESIGNATION -  A 81
 CF0118  PID         -  CF0118
 CF0118  STATE/COUNTY-  AZ/COCHISE
 CF0118  USGS QUAD   -  NACO (1958)
 CF0118
 CF0118                         *CURRENT SURVEY CONTROL
 CF0118  ___________________________________________________________________
 CF0118* NAD 83(1986)-  31 20 20.     (N)    109 55 45.     (W)     SCALED    
 CF0118* NAVD 88     -      1397.97   (+/-2cm)    4586.5    (feet)  VERTCON   
 CF0118  ___________________________________________________________________
 CF0118  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CF0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0118
 CF0118.The horizontal coordinates were scaled from a topographic map and have
 CF0118.an estimated accuracy of +/- 6 seconds.
 CF0118
 CF0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0118.The vertical order pertains to the NGVD 29 superseded value.
 CF0118
 CF0118.The geoid height was determined by GEOID03.
 CF0118
 CF0118;                    North         East    Units  Estimated Accuracy
 CF0118;SPC AZ E     -    37,590.      235,960.      MT  (+/- 180 meters Scaled)
 CF0118
 CF0118                          SUPERSEDED SURVEY CONTROL
 CF0118
 CF0118  NGVD 29 (??/??/92) 1397.110  (m)         4583.69   (f) ADJ UNCH    2 0
 CF0118
 CF0118.Superseded values are not recommended for survey control.
 CF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0118.See file dsdata.txt to determine how the superseded data were derived.
 CF0118
 CF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV018676(NAD 83)
 CF0118_MARKER: DB = BENCH MARK DISK
 CF0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0118_SP_SET: BRIDGE
 CF0118_STAMPING: A 81 1934
 CF0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0118
 CF0118  HISTORY     - Date     Condition        Report By
 CF0118  HISTORY     - 1934     MONUMENTED       CGS
 CF0118
 CF0118                          STATION DESCRIPTION
 CF0118
 CF0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0118'1.2 MI E FROM NACO.
 CF0118'1.2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0118'STATION AT NACO, COCHISE COUNTY, 200 FEET SOUTHWEST OF A WINDMILL AND
 CF0118'A WATER TANK, AT BRIDGE 1082.25, IN THE TOP OF THE SOUTHEAST END OF A
 CF0118'CONCRETE HEADWALL, 1 FOOT WEST OF THE SOUTHEAST END, AND 20 FEET SOUTH
 CF0118'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 81 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1574 ***********************************************************************
 GR1574  DESIGNATION -  A 81
 GR1574  PID         -  GR1574
 GR1574  STATE/COUNTY-  AZ/MOHAVE
 GR1574  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1574
 GR1574                         *CURRENT SURVEY CONTROL
 GR1574  ___________________________________________________________________
 GR1574* NAD 83(1992)-  36 11 43.26575(N)    114 01 59.51812(W)     ADJUSTED  
 GR1574* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1574  ___________________________________________________________________
 GR1574  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GR1574  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1574  HORZ ORDER  -  THIRD
 GR1574
 GR1574.The horizontal coordinates were established by classical geodetic methods
 GR1574.and adjusted by the National Geodetic Survey in August 1993.
 GR1574
 GR1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1574
 GR1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1574
 GR1574.The geoid height was determined by GEOID03.
 GR1574
 GR1574;                    North         East     Units Scale Factor Converg.
 GR1574;SPC AZ W     -   576,243.474   187,890.481   MT  0.99994132   -0 10 02.1
 GR1574;SPC AZ W     - 1,890,562.58    616,438.59   iFT  0.99994132   -0 10 02.1
 GR1574;SPC NV E     - 8,161,458.525   339,411.519   MT  1.00013940   +0 54 56.0
 GR1574;SPC NV E     -26,776,385.18  1,113,552.63   sFT  1.00013940   +0 54 56.0
 GR1574;UTM  11      - 4,009,696.916   766,766.027   MT  1.00047693   +1 45 11.0
 GR1574;UTM  12      - 4,009,881.746   227,261.891   MT  1.00051664   -1 47 32.4
 GR1574
 GR1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1574!SPC AZ W     -   0.99994685  x   0.99994132  =   0.99988817
 GR1574!SPC NV E     -   0.99994685  x   1.00013940  =   1.00008624
 GR1574!UTM  11      -   0.99994685  x   1.00047693  =   1.00042375
 GR1574!UTM  12      -   0.99994685  x   1.00051664  =   1.00046346
 GR1574
 GR1574                          SUPERSEDED SURVEY CONTROL
 GR1574
 GR1574  NAD 83(1986)-  36 11 43.25736(N)    114 01 59.51779(W) AD(       ) 3
 GR1574  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1574
 GR1574.Superseded values are not recommended for survey control.
 GR1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1574.See file dsdata.txt to determine how the superseded data were derived.
 GR1574
 GR1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6676609697(NAD 83)
 GR1574_MARKER: DS = TRIANGULATION STATION DISK
 GR1574_SETTING: 66 = SET IN ROCK OUTCROP
 GR1574_SP_SET: SET IN ROCK OUTCROP
 GR1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1574+STABILITY: POSITION/ELEVATION WELL
 GR1574
 GR1574  HISTORY     - Date     Condition        Report By
 GR1574  HISTORY     - 1948     MONUMENTED       USGS
 GR1574
 GR1574                          STATION DESCRIPTION
 GR1574
 GR1574'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1574'NOT OCCUPIED.
 GR1574'
 GR1574'LOCATED ABOUT 1.1 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT,
 GR1574'ABOUT 0.4 MI NW. OF ISLAND.  ON PROMINENT POINT, ABOUT 5 FT. ABOVE
 GR1574'HIGH WATER MARK.
 GR1574'
 GR1574'STATION MARK--STANDARD TABLET STAMPED---A 81 1948---, CEMENTED IN
 GR1574'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0110 ***********************************************************************
 CF0110  DESIGNATION -  A 82
 CF0110  PID         -  CF0110
 CF0110  STATE/COUNTY-  AZ/COCHISE
 CF0110  USGS QUAD   -  CINDER HILL (1985)
 CF0110
 CF0110                         *CURRENT SURVEY CONTROL
 CF0110  ___________________________________________________________________
 CF0110* NAD 83(1986)-  31 28 31.     (N)    109 21 10.     (W)     SCALED    
 CF0110* NAVD 88     -      1332.89   (+/-2cm)    4373.0    (feet)  VERTCON   
 CF0110  ___________________________________________________________________
 CF0110  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CF0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0110
 CF0110.The horizontal coordinates were scaled from a topographic map and have
 CF0110.an estimated accuracy of +/- 6 seconds.
 CF0110
 CF0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0110.The vertical order pertains to the NGVD 29 superseded value.
 CF0110
 CF0110.The geoid height was determined by GEOID03.
 CF0110
 CF0110;                    North         East    Units  Estimated Accuracy
 CF0110;SPC AZ E     -    52,980.      290,700.      MT  (+/- 180 meters Scaled)
 CF0110
 CF0110                          SUPERSEDED SURVEY CONTROL
 CF0110
 CF0110  NGVD 29 (??/??/92) 1332.035  (m)         4370.18   (f) ADJ UNCH    2 0
 CF0110
 CF0110.Superseded values are not recommended for survey control.
 CF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0110.See file dsdata.txt to determine how the superseded data were derived.
 CF0110
 CF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV564834(NAD 83)
 CF0110_MARKER: DB = BENCH MARK DISK
 CF0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0110_SP_SET: BRIDGE
 CF0110_STAMPING: A-82 1934
 CF0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0110
 CF0110  HISTORY     - Date     Condition        Report By
 CF0110  HISTORY     - 1934     MONUMENTED       CGS
 CF0110  HISTORY     - 1935     GOOD             NGS
 CF0110  HISTORY     - 1980     GOOD             USGS
 CF0110
 CF0110                          STATION DESCRIPTION
 CF0110
 CF0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0110'20.0 MI NE FROM DOUGLAS.
 CF0110'20.0 MI. N.E. OF DEPOT ALONG THE SPRR., 3 3/4 POLES S.W. OF MILE POST
 CF0110'NO. 1127, OPPOSITE BRIDGE NO. 1126.87.  118 FT. S. OF THE CENTER LINE
 CF0110'OF U.S. NO. 80 HWY.  SET ON THE N. CONC. GUARD RAIL OF HIGHWAY BRIDGE.
 CF0110
 CF0110                          STATION RECOVERY (1980)
 CF0110
 CF0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0110'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0110'HWY 80 14.8 MI TO HWY AT BRIDGE, BM IS SET IN THE CENTER OF THE N
 CF0110'CONCRETE GUARD RAIL, STANDARD TABLET STAMPED A 82 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1575 ***********************************************************************
 GR1575  DESIGNATION -  A 82
 GR1575  PID         -  GR1575
 GR1575  STATE/COUNTY-  AZ/MOHAVE
 GR1575  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1575
 GR1575                         *CURRENT SURVEY CONTROL
 GR1575  ___________________________________________________________________
 GR1575* NAD 83(1992)-  36 11 56.65539(N)    114 01 26.19407(W)     ADJUSTED  
 GR1575* NAVD 88     -       362.6    (meters)    1190.     (feet)  VERTCON   
 GR1575  ___________________________________________________________________
 GR1575  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 GR1575  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1575  HORZ ORDER  -  THIRD
 GR1575
 GR1575.The horizontal coordinates were established by classical geodetic methods
 GR1575.and adjusted by the National Geodetic Survey in August 1993.
 GR1575
 GR1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1575
 GR1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1575
 GR1575.The geoid height was determined by GEOID03.
 GR1575
 GR1575;                    North         East     Units Scale Factor Converg.
 GR1575;SPC AZ W     -   576,653.766   188,724.147   MT  0.99994081   -0 09 42.4
 GR1575;SPC AZ W     - 1,891,908.68    619,173.71   iFT  0.99994081   -0 09 42.4
 GR1575;SPC NV E     - 8,161,884.584   340,237.447   MT  1.00014225   +0 55 16.0
 GR1575;SPC NV E     -26,777,783.01  1,116,262.36   sFT  1.00014225   +0 55 16.0
 GR1575;UTM  11      - 4,010,135.150   767,585.917   MT  1.00048233   +1 45 31.3
 GR1575;UTM  12      - 4,010,268.452   228,107.342   MT  1.00051096   -1 47 13.2
 GR1575
 GR1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1575!SPC AZ W     -   0.99994732  x   0.99994081  =   0.99988813
 GR1575!SPC NV E     -   0.99994732  x   1.00014225  =   1.00008956
 GR1575!UTM  11      -   0.99994732  x   1.00048233  =   1.00042962
 GR1575!UTM  12      -   0.99994732  x   1.00051096  =   1.00045825
 GR1575
 GR1575                          SUPERSEDED SURVEY CONTROL
 GR1575
 GR1575  NAD 83(1986)-  36 11 56.64719(N)    114 01 26.19357(W) AD(       ) 3
 GR1575  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG    3  
 GR1575
 GR1575.Superseded values are not recommended for survey control.
 GR1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1575.See file dsdata.txt to determine how the superseded data were derived.
 GR1575
 GR1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6758610135(NAD 83)
 GR1575_MARKER: DS = TRIANGULATION STATION DISK
 GR1575_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1575_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1575
 GR1575  HISTORY     - Date     Condition        Report By
 GR1575  HISTORY     - 1948     MONUMENTED       USGS
 GR1575
 GR1575                          STATION DESCRIPTION
 GR1575
 GR1575'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1575'NOT OCCUPIED.
 GR1575'
 GR1575'LOCATED ABOUT 1.9 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT,
 GR1575'ABOUT 0.5 MI NE. OF ISLAND.  ON GRAY, SANDY POINT, ABOUT 5 FT.
 GR1575'ABOVE HIGH WATER MARK.
 GR1575'
 GR1575'STATION MARK--STANDARD TABLET STAMPED---A 82 1948---, WELDED TO
 GR1575'2-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1108 ***********************************************************************
 CZ1108  DESIGNATION -  A 83
 CZ1108  PID         -  CZ1108
 CZ1108  STATE/COUNTY-  AZ/PINAL
 CZ1108  USGS QUAD   -  STANFIELD (1992)
 CZ1108
 CZ1108                         *CURRENT SURVEY CONTROL
 CZ1108  ___________________________________________________________________
 CZ1108* NAD 83(1986)-  32 52 46.     (N)    111 53 47.     (W)     SCALED    
 CZ1108* NAVD 88     -       403.93   (+/-2cm)    1325.2    (feet)  VERTCON   
 CZ1108  ___________________________________________________________________
 CZ1108  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1108
 CZ1108.The horizontal coordinates were scaled from a topographic map and have
 CZ1108.an estimated accuracy of +/- 6 seconds.
 CZ1108
 CZ1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1108.The vertical order pertains to the NGVD 29 superseded value.
 CZ1108
 CZ1108.The geoid height was determined by GEOID03.
 CZ1108
 CZ1108;                    North         East    Units  Estimated Accuracy
 CZ1108;SPC AZ C     -   208,380.      215,260.      MT  (+/- 180 meters Scaled)
 CZ1108
 CZ1108                          SUPERSEDED SURVEY CONTROL
 CZ1108
 CZ1108  NGVD 29 (??/??/92)  403.326  (m)         1323.25   (f) ADJ UNCH    2 0
 CZ1108
 CZ1108.Superseded values are not recommended for survey control.
 CZ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1108.See file dsdata.txt to determine how the superseded data were derived.
 CZ1108
 CZ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB161382(NAD 83)
 CZ1108_MARKER: DB = BENCH MARK DISK
 CZ1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1108_STAMPING: A 83 1935
 CZ1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1108+STABILITY: SURFACE MOTION
 CZ1108
 CZ1108  HISTORY     - Date     Condition        Report By
 CZ1108  HISTORY     - 1935     MONUMENTED       CGS
 CZ1108  HISTORY     - 1951     GOOD             NGS
 CZ1108  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1108
 CZ1108                          STATION DESCRIPTION
 CZ1108
 CZ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1108'4.6 MI E FROM STANFIELD.
 CZ1108'4.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1108'STANFIELD, ABOUT 70 YARDS EAST OF A DIP, 48 FEET WEST OF A TELEPHONE
 CZ1108'POLE, 53.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET
 CZ1108'NORTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP
 CZ1108'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 2
 CZ1108'FEET LOWER THAN THE HIGHWAY.
 CZ1108
 CZ1108                          STATION RECOVERY (1963)
 CZ1108
 CZ1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1576 ***********************************************************************
 GR1576  DESIGNATION -  A 83
 GR1576  PID         -  GR1576
 GR1576  STATE/COUNTY-  AZ/MOHAVE
 GR1576  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1576
 GR1576                         *CURRENT SURVEY CONTROL
 GR1576  ___________________________________________________________________
 GR1576* NAD 83(1992)-  36 11 33.64698(N)    114 01 36.27177(W)     ADJUSTED  
 GR1576* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1576  ___________________________________________________________________
 GR1576  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 GR1576  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1576  HORZ ORDER  -  THIRD
 GR1576
 GR1576.The horizontal coordinates were established by classical geodetic methods
 GR1576.and adjusted by the National Geodetic Survey in August 1993.
 GR1576
 GR1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1576
 GR1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1576
 GR1576.The geoid height was determined by GEOID03.
 GR1576
 GR1576;                    North         East     Units Scale Factor Converg.
 GR1576;SPC AZ W     -   575,945.338   188,470.375   MT  0.99994096   -0 09 48.3
 GR1576;SPC AZ W     - 1,889,584.44    618,341.13   iFT  0.99994096   -0 09 48.3
 GR1576;SPC NV E     - 8,161,171.344   339,997.060   MT  1.00014142   +0 55 09.6
 GR1576;SPC NV E     -26,775,442.98  1,115,473.69   sFT  1.00014142   +0 55 09.6
 GR1576;UTM  11      - 4,009,418.228   767,355.903   MT  1.00048081   +1 45 24.3
 GR1576;UTM  12      - 4,009,567.105   227,833.425   MT  1.00051280   -1 47 18.2
 GR1576
 GR1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1576!SPC AZ W     -   0.99993916  x   0.99994096  =   0.99988012
 GR1576!SPC NV E     -   0.99993916  x   1.00014142  =   1.00008057
 GR1576!UTM  11      -   0.99993916  x   1.00048081  =   1.00041994
 GR1576!UTM  12      -   0.99993916  x   1.00051280  =   1.00045193
 GR1576
 GR1576:                Primary Azimuth Mark                     Grid Az
 GR1576:SPC AZ W     -  A 78                                     223 12 36.8
 GR1576:SPC NV E     -  A 78                                     222 07 38.9
 GR1576:UTM  11      -  A 78                                     221 17 24.2
 GR1576:UTM  12      -  A 78                                     224 50 06.7
 GR1576
 GR1576|---------------------------------------------------------------------|
 GR1576| PID    Reference Object                     Distance      Geod. Az  |
 GR1576|                                                           dddmmss.s |
 GR1576| GR1570 A 78                                APPROX. 0.9 KM 2230248.5 |
 GR1576|---------------------------------------------------------------------|
 GR1576
 GR1576                          SUPERSEDED SURVEY CONTROL
 GR1576
 GR1576  NAD 83(1986)-  36 11 33.63862(N)    114 01 36.27127(W) AD(       ) 3
 GR1576  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG    3  
 GR1576
 GR1576.Superseded values are not recommended for survey control.
 GR1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1576.See file dsdata.txt to determine how the superseded data were derived.
 GR1576
 GR1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6735609418(NAD 83)
 GR1576_MARKER: DS = TRIANGULATION STATION DISK
 GR1576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1576
 GR1576  HISTORY     - Date     Condition        Report By
 GR1576  HISTORY     - 1948     MONUMENTED       USGS
 GR1576
 GR1576                          STATION DESCRIPTION
 GR1576
 GR1576'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1576'LOCATED ABOUT 1.5 MI E. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1576'ON HIGHEST POINT OF LARGE ISLAND, ABOUT 20 FT. ABOVE HIGH WATER
 GR1576'MARK.
 GR1576'
 GR1576'TO REACH NOT GIVEN.
 GR1576'
 GR1576'STATION MARK--STANDARD TABLET STAMPED---A 83 1948---, WELDED TO
 GR1576'2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GR1576'
 GR1576'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0677 ***********************************************************************
 DA0677  DESIGNATION -  A 84
 DA0677  PID         -  DA0677
 DA0677  STATE/COUNTY-  AZ/MARICOPA
 DA0677  USGS QUAD   -  GILA BEND (1973)
 DA0677
 DA0677                         *CURRENT SURVEY CONTROL
 DA0677  ___________________________________________________________________
 DA0677* NAD 83(1986)-  32 56 07.     (N)    112 40 37.     (W)     SCALED    
 DA0677* NAVD 88     -       246.420  (meters)     808.46   (feet)  ADJUSTED  
 DA0677  ___________________________________________________________________
 DA0677  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0677  DYNAMIC HT  -         246.126 (meters)     807.50  (feet)  COMP
 DA0677  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 DA0677
 DA0677  VERT ORDER  -  FIRST     CLASS II
 DA0677
 DA0677.The horizontal coordinates were scaled from a topographic map and have
 DA0677.an estimated accuracy of +/- 6 seconds.
 DA0677
 DA0677.The orthometric height was determined by differential leveling
 DA0677.and adjusted in June 1991.
 DA0677
 DA0677.The geoid height was determined by GEOID03.
 DA0677
 DA0677.The dynamic height is computed by dividing the NAVD 88
 DA0677.geopotential number by the normal gravity value computed on the
 DA0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0677.degrees latitude (g = 980.6199 gals.).
 DA0677
 DA0677.The modeled gravity was interpolated from observed gravity values.
 DA0677
 DA0677;                    North         East    Units  Estimated Accuracy
 DA0677;SPC AZ C     -   214,830.      142,260.      MT  (+/- 180 meters Scaled)
 DA0677
 DA0677                          SUPERSEDED SURVEY CONTROL
 DA0677
 DA0677  NGVD 29 (??/??/92)  245.839  (m)          806.56   (f) ADJ UNCH    1 2
 DA0677
 DA0677.Superseded values are not recommended for survey control.
 DA0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0677.See file dsdata.txt to determine how the superseded data were derived.
 DA0677
 DA0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB432453(NAD 83)
 DA0677_MARKER: DB = BENCH MARK DISK
 DA0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0677_STAMPING: A 84 1935
 DA0677_PROJECTION: PROJECTING 6 CENTIMETERS
 DA0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0677+STABILITY: SURFACE MOTION
 DA0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0677+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DA0677
 DA0677  HISTORY     - Date     Condition        Report By
 DA0677  HISTORY     - 1935     MONUMENTED       CGS
 DA0677  HISTORY     - 1949     GOOD             NGS
 DA0677  HISTORY     - 1980     GOOD             NGS
 DA0677  HISTORY     - 1980     GOOD             NGS
 DA0677  HISTORY     - 19941202 GOOD             USPSQD
 DA0677  HISTORY     - 20070413 GOOD             GEOCAC
 DA0677
 DA0677                          STATION DESCRIPTION
 DA0677
 DA0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DA0677'2.6 MI E FROM GILA BEND.
 DA0677'2.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0677'RAILROAD STATION AT GILA BEND, ABOUT 0.3 MILE EAST OF A RANCH HOUSE,
 DA0677'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 DA0677'HIGHWAY BOUNDARY LINE, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 DA0677'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 DA0677'GROUND.
 DA0677
 DA0677                          STATION RECOVERY (1980)
 DA0677
 DA0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0677'1.85 KILOMETERS (1.15 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DA0677'FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, THENCE 2.5 KILOMETERS
 DA0677'(1.55 MILES) SOUTHEAST ALONG BUSINESS ROUTE 8 AND OLD HIGHWAY 84,
 DA0677'0.5 KILOMETER (0.3 MILE) EAST OF BUSINESS ROUTE 8, IN LINE WITH A ROW
 DA0677'OF POWER POLES, 15.2 METERS (50 FEET) NORTH OF THE CENTERLINE OF THE
 DA0677'OLD HIGHWAY AND 24.7 METERS (81 FEET) EAST OF A POWER POLE WITH TWO
 DA0677'GUY WIRES.
 DA0677'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 DA0677'THE MARK IS 0.3 M ABOVE OLD HIGHWAY CENTERLINE.
 DA0677
 DA0677                          STATION RECOVERY (1980)
 DA0677
 DA0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0677'1.85 KILOMETERS (1.15 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DA0677'FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, THENCE 2.5 KILOMETERS
 DA0677'(1.55 MILES) SOUTHEAST ALONG BUSINESS ROUTE 8 AND OLD HIGHWAY 84,
 DA0677'0.5 KILOMETER (0.3 MILE) EAST OF BUSINESS ROUTE 8, IN LINE WITH A ROW
 DA0677'OF POWER POLES, 15.2 METERS (50 FEET) NORTH OF THE CENTERLINE OF THE
 DA0677'OLD HIGHWAY AND 24.7 METERS (81 FEET) EAST OF A POWER POLE WITH TWO
 DA0677'GUY WIRES.
 DA0677'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 DA0677'THE MARK IS 0.3 M ABOVE OLD HIGHWAY CENTERLINE.
 DA0677
 DA0677                          STATION RECOVERY (1994)
 DA0677
 DA0677'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0677'RECOVERED IN GOOD CONDITION.
 DA0677
 DA0677                          STATION RECOVERY (2007)
 DA0677
 DA0677'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1577 ***********************************************************************
 GR1577  DESIGNATION -  A 84
 GR1577  PID         -  GR1577
 GR1577  STATE/COUNTY-  AZ/MOHAVE
 GR1577  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1577
 GR1577                         *CURRENT SURVEY CONTROL
 GR1577  ___________________________________________________________________
 GR1577* NAD 83(1992)-  36 11 20.11214(N)    114 00 55.27382(W)     ADJUSTED  
 GR1577* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1577  ___________________________________________________________________
 GR1577  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GR1577  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1577  HORZ ORDER  -  THIRD
 GR1577
 GR1577.The horizontal coordinates were established by classical geodetic methods
 GR1577.and adjusted by the National Geodetic Survey in August 1993.
 GR1577
 GR1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1577
 GR1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1577
 GR1577.The geoid height was determined by GEOID03.
 GR1577
 GR1577;                    North         East     Units Scale Factor Converg.
 GR1577;SPC AZ W     -   575,525.320   189,493.479   MT  0.99994035   -0 09 24.0
 GR1577;SPC AZ W     - 1,888,206.43    621,697.77   iFT  0.99994035   -0 09 24.0
 GR1577;SPC NV E     - 8,160,770.651   341,028.126   MT  1.00014499   +0 55 33.5
 GR1577;SPC NV E     -26,774,128.38  1,118,856.44   sFT  1.00014499   +0 55 33.5
 GR1577;UTM  11      - 4,009,032.516   768,393.069   MT  1.00048766   +1 45 48.0
 GR1577;UTM  12      - 4,009,117.989   228,844.783   MT  1.00050603   -1 46 53.4
 GR1577
 GR1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1577!SPC AZ W     -   0.99994684  x   0.99994035  =   0.99988720
 GR1577!SPC NV E     -   0.99994684  x   1.00014499  =   1.00009183
 GR1577!UTM  11      -   0.99994684  x   1.00048766  =   1.00043448
 GR1577!UTM  12      -   0.99994684  x   1.00050603  =   1.00045285
 GR1577
 GR1577:                Primary Azimuth Mark                     Grid Az
 GR1577:SPC AZ W     -  A 80                                     232 45 45.3
 GR1577:SPC NV E     -  A 80                                     231 40 47.8
 GR1577:UTM  11      -  A 80                                     230 50 33.3
 GR1577:UTM  12      -  A 80                                     234 23 14.7
 GR1577
 GR1577|---------------------------------------------------------------------|
 GR1577| PID    Reference Object                     Distance      Geod. Az  |
 GR1577|                                                           dddmmss.s |
 GR1577| GR1573 A 80                                APPROX. 0.9 KM 2323621.3 |
 GR1577|---------------------------------------------------------------------|
 GR1577
 GR1577                          SUPERSEDED SURVEY CONTROL
 GR1577
 GR1577  NAD 83(1986)-  36 11 20.10373(N)    114 00 55.27303(W) AD(       ) 3
 GR1577  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1577
 GR1577.Superseded values are not recommended for survey control.
 GR1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1577.See file dsdata.txt to determine how the superseded data were derived.
 GR1577
 GR1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6839309033(NAD 83)
 GR1577_MARKER: DS = TRIANGULATION STATION DISK
 GR1577_SETTING: 80 = SET IN A BOULDER
 GR1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1577+STABILITY: SURFACE MOTION
 GR1577
 GR1577  HISTORY     - Date     Condition        Report By
 GR1577  HISTORY     - 1948     MONUMENTED       USGS
 GR1577
 GR1577                          STATION DESCRIPTION
 GR1577
 GR1577'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1577'LOCATED ABOUT 0.8 MI W. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1577'CANYON.  ON SMALL POINT OF STEEP, ROCKY SIDEHILL, ABOUT LEVEL WITH
 GR1577'HIGH WATER MARK.
 GR1577'
 GR1577'TO REACH NOT GIVEN.
 GR1577'
 GR1577'STATION MARK--STANDARD TABLET STAMPED---A 84 1948---, CEMENTED IN
 GR1577'TOP OF BOULDER IN PLACE.
 GR1577'
 GR1577'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0241 ***********************************************************************
 DA0241  DESIGNATION -  A 85
 DA0241  PID         -  DA0241
 DA0241  STATE/COUNTY-  AZ/PIMA
 DA0241  USGS QUAD   -  SANTA ROSA (1990)
 DA0241
 DA0241                         *CURRENT SURVEY CONTROL
 DA0241  ___________________________________________________________________
 DA0241* NAD 83(1992)-  32 20 17.27119(N)    112 03 37.10730(W)     ADJUSTED  
 DA0241* NAVD 88     -       560.72   (+/-2cm)    1839.6    (feet)  VERTCON   
 DA0241  ___________________________________________________________________
 DA0241  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DA0241  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0241  HORZ ORDER  -  THIRD
 DA0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0241
 DA0241.The horizontal coordinates were established by classical geodetic methods
 DA0241.and adjusted by the National Geodetic Survey in August 1993.
 DA0241
 DA0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0241.The vertical order pertains to the NGVD 29 superseded value.
 DA0241
 DA0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0241
 DA0241.The geoid height was determined by GEOID03.
 DA0241
 DA0241;                    North         East     Units Scale Factor Converg.
 DA0241;SPC AZ C     -   148,367.597   199,838.312   MT  0.99990225   -0 04 36.6
 DA0241;SPC AZ C     -   486,770.33    655,637.51   iFT  0.99990225   -0 04 36.6
 DA0241;UTM  12      - 3,578,409.875   400,215.114   MT  0.99972279   -0 34 02.0
 DA0241
 DA0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0241!SPC AZ C     -   0.99991679  x   0.99990225  =   0.99981905
 DA0241!UTM  12      -   0.99991679  x   0.99972279  =   0.99963961
 DA0241
 DA0241:                Primary Azimuth Mark                     Grid Az
 DA0241:SPC AZ C     -  A 85 AZ MK                               032 15 45.2
 DA0241:UTM  12      -  A 85 AZ MK                               032 45 10.6
 DA0241
 DA0241|---------------------------------------------------------------------|
 DA0241| PID    Reference Object                     Distance      Geod. Az  |
 DA0241|                                                           dddmmss.s |
 DA0241| DA0240 A 85 AZ MK                                         0321108.6 |
 DA0241| DA0242 A 85 RM 1                             7.667 METERS 03309     |
 DA0241| DA0243 A 85 RM 2                            14.672 METERS 29230     |
 DA0241|---------------------------------------------------------------------|
 DA0241
 DA0241                          SUPERSEDED SURVEY CONTROL
 DA0241
 DA0241  NAD 83(1986)-  32 20 17.26370(N)    112 03 37.10922(W) AD(       ) 3
 DA0241  NAD 27      -  32 20 17.02300(N)    112 03 34.62300(W) AD(       ) 3
 DA0241  NGVD 29 (??/??/92)  560.080  (m)         1837.53   (f) ADJ UNCH    2 0
 DA0241
 DA0241.Superseded values are not recommended for survey control.
 DA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0241.See file dsdata.txt to determine how the superseded data were derived.
 DA0241
 DA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0021578410(NAD 83)
 DA0241_MARKER: DB = BENCH MARK DISK
 DA0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0241_STAMPING: A 85 1935
 DA0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0241+STABILITY: SURFACE MOTION
 DA0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0241+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 DA0241
 DA0241  HISTORY     - Date     Condition        Report By
 DA0241  HISTORY     - 1936     MONUMENTED       CGS
 DA0241  HISTORY     - 1952     GOOD             CGS
 DA0241  HISTORY     - 1952     GOOD             NGS
 DA0241  HISTORY     - 20030828 GOOD             INDIV
 DA0241
 DA0241                          STATION DESCRIPTION
 DA0241
 DA0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA0241'ABOUT 1.5 MILES NORTHWEST OF SANTA ROSA, IN ROAD TRIANGLE
 DA0241'FORMED BY THE JUNCTION OF THE CASA GRANDE AND THE VENTANA
 DA0241'ROADS.  STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 DA0241'LEVEL BENCH-MARK DISK SET IN TOP OF CONCRETE POST, ABOUT
 DA0241'40 FEET WEST OF CENTERLINE OF CASA GRANDE ROAD, AND ABOUT
 DA0241'HALFWAY BETWEEN THE TWO YS FORMED BY THE ROAD JUNCTION.
 DA0241'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA0241'IS 7.667 METERS (25.15 FEET) FROM STATION
 DA0241'N 33 DEG 09 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DA0241'REFERENCE DISK, IS 14.672 METERS (48.14 FEET) FROM
 DA0241'STATION N 67 DEG 30 MIN W.  THE AZIMUTH MARK, A
 DA0241'STANDARD BRONZE DISK, IS 35 FEET WEST OF THE
 DA0241'CENTERLINE OF THE CASA GRANDE ROAD AND ABOUT 0.25 MILE
 DA0241'FROM STATION N 32 DEG 11 MIN E.
 DA0241
 DA0241                          STATION RECOVERY (1952)
 DA0241
 DA0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0241'STATION IS LOCATED ABOUT 1.6 MILES NW OF SANTA ROSA.  TO REACH
 DA0241'THE STATION, GO 1.6 MILES NW ALONG THE CASA GRANDE ROAD FROM
 DA0241'THE SCHOOL AT SANTA ROSA.
 DA0241'
 DA0241'STATION MARK IS A STANDARD BENCH-MARK DISK, STAMPED A 85 1935,
 DA0241'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA0241'THE GROUND.  IT IS INSIDE OF THE TRIANGLE FORMED BY THE CASA
 DA0241'GRANDE ROAD AND THE FORMER VENTANA ROAD, ABOUT 75 YARDS S OF
 DA0241'THE JUNCTION OF THE NEW VENTANA ROAD, 105 FEET SE OF THE CENTER
 DA0241'LINE OF THE NW LEG OF THE TRIANGLE, 52-1/2 FEET W OF THE CENTER
 DA0241'LINE OF AND ABOUT 1 FOOT HIGHER THAN THE E LEG OF THE TRIANGLE
 DA0241'(CASA GRANDE ROAD).
 DA0241'
 DA0241'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED B.M. A 85
 DA0241'NO 1 1936, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 DA0241'ABOVE THE GROUND.  IT IS 25.15 FEET NNE OF THE STATION, 43
 DA0241'FEET W OF THE CENTER LINE OF CASA GRANDE ROAD, AND ABOUT LEVEL
 DA0241'WITH THE STATION.
 DA0241'
 DA0241'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED B.M. A 85
 DA0241'NO 2 1936, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 DA0241'FOOT ABOVE THE GROUND.  IT IS 48.13 FEET WNW OF THE STATION
 DA0241'AND 70 FEET SE OF THE CENTER LINE OF THE NW LEG OF A TRIANGLE.
 DA0241
 DA0241                          STATION RECOVERY (1952)
 DA0241
 DA0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA0241'1.6 MI NW FROM SANTA ROSA.
 DA0241'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0241'SANTA ROSA, INSIDE OF THE TRIANGLE FORMED BY THE CASA GRANDE ROAD AND
 DA0241'THE OLD VENTANA ROAD, ABOUT 75 YARDS SOUTH OF THE JUNCTION OF THE NEW
 DA0241'ROAD TO VENTANA, 105 FEET SOUTH EAST OF THE CENTER LINE OF THE
 DA0241'NORTHWEST LEG OF A TRIANGLE, 52 1/2 FEET WEST OF THE CENTER LINE OF
 DA0241'AND ABOUT 1 FOOT HIGHER THAN THE CASA GRANDE ROAD, SET IN THE TOP OF A
 DA0241'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0241
 DA0241                          STATION RECOVERY (2003)
 DA0241
 DA0241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MJA)
 DA0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1578 ***********************************************************************
 GR1578  DESIGNATION -  A 85
 GR1578  PID         -  GR1578
 GR1578  STATE/COUNTY-  AZ/MOHAVE
 GR1578  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1578
 GR1578                         *CURRENT SURVEY CONTROL
 GR1578  ___________________________________________________________________
 GR1578* NAD 83(1992)-  36 12 17.10280(N)    114 01 48.45487(W)     ADJUSTED  
 GR1578* NAVD 88     -       524.6    (meters)    1721.     (feet)  VERTCON   
 GR1578  ___________________________________________________________________
 GR1578  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GR1578  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1578  HORZ ORDER  -  THIRD
 GR1578
 GR1578.The horizontal coordinates were established by classical geodetic methods
 GR1578.and adjusted by the National Geodetic Survey in August 1993.
 GR1578
 GR1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1578
 GR1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1578
 GR1578.The geoid height was determined by GEOID03.
 GR1578
 GR1578;                    North         East     Units Scale Factor Converg.
 GR1578;SPC AZ W     -   577,285.565   188,169.874   MT  0.99994115   -0 09 55.7
 GR1578;SPC AZ W     - 1,893,981.51    617,355.23   iFT  0.99994115   -0 09 55.7
 GR1578;SPC NV E     - 8,162,505.918   339,671.219   MT  1.00014029   +0 55 03.3
 GR1578;SPC NV E     -26,779,821.50  1,114,404.66   sFT  1.00014029   +0 55 03.3
 GR1578;UTM  11      - 4,010,748.348   767,010.471   MT  1.00047854   +1 45 18.9
 GR1578;UTM  12      - 4,010,916.087   227,570.906   MT  1.00051456   -1 47 27.3
 GR1578
 GR1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1578!SPC AZ W     -   0.99992189  x   0.99994115  =   0.99986305
 GR1578!SPC NV E     -   0.99992189  x   1.00014029  =   1.00006217
 GR1578!UTM  11      -   0.99992189  x   1.00047854  =   1.00040040
 GR1578!UTM  12      -   0.99992189  x   1.00051456  =   1.00043641
 GR1578
 GR1578:                Primary Azimuth Mark                     Grid Az
 GR1578:SPC AZ W     -  A 84                                     143 03 32.2
 GR1578:SPC NV E     -  A 84                                     141 58 33.2
 GR1578:UTM  11      -  A 84                                     141 08 17.6
 GR1578:UTM  12      -  A 84                                     144 41 03.8
 GR1578
 GR1578|---------------------------------------------------------------------|
 GR1578| PID    Reference Object                     Distance      Geod. Az  |
 GR1578|                                                           dddmmss.s |
 GR1578| GR1577 A 84                                APPROX. 2.2 KM 1425336.5 |
 GR1578|---------------------------------------------------------------------|
 GR1578
 GR1578                          SUPERSEDED SURVEY CONTROL
 GR1578
 GR1578  NAD 83(1986)-  36 12 17.09483(N)    114 01 48.45453(W) AD(       ) 3
 GR1578  NGVD 29 (06/27/88)  524.0    (m)         1719.     (f) VERT ANG    3  
 GR1578
 GR1578.Superseded values are not recommended for survey control.
 GR1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1578.See file dsdata.txt to determine how the superseded data were derived.
 GR1578
 GR1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6701010748(NAD 83)
 GR1578_MARKER: DS = TRIANGULATION STATION DISK
 GR1578_SETTING: 80 = SET IN A BOULDER
 GR1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1578+STABILITY: SURFACE MOTION
 GR1578
 GR1578  HISTORY     - Date     Condition        Report By
 GR1578  HISTORY     - 1948     MONUMENTED       USGS
 GR1578
 GR1578                          STATION DESCRIPTION
 GR1578
 GR1578'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1578'LOCATED ABOUT 1.9 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1578'CANYON.  ON SOUTHEAST END OF HIGH PLATEAU, ABOUT 250 FT. ABOVE
 GR1578'HIGH WATER MARK.
 GR1578'
 GR1578'TO REACH NOT GIVEN.
 GR1578'
 GR1578'STATION MARK--STANDARD TABLET STAMPED---A 85 1948---, CEMENTED IN
 GR1578'TOP OF BOULDER IN PLACE.
 GR1578'
 GR1578'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0240 ***********************************************************************
 DA0240  DESIGNATION -  A 85 AZ MK
 DA0240  PID         -  DA0240
 DA0240  STATE/COUNTY-  AZ/PIMA
 DA0240  USGS QUAD   -  SANTA ROSA (1990)
 DA0240
 DA0240                         *CURRENT SURVEY CONTROL
 DA0240  ___________________________________________________________________
 DA0240* NAD 83(1986)-  32 20 32.     (N)    112 03 24.     (W)     SCALED    
 DA0240* NAVD 88     -       556.67   (+/-2cm)    1826.3    (feet)  VERTCON   
 DA0240  ___________________________________________________________________
 DA0240  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0240
 DA0240.The horizontal coordinates were scaled from a topographic map and have
 DA0240.an estimated accuracy of +/- 6 seconds.
 DA0240
 DA0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0240.The vertical order pertains to the NGVD 29 superseded value.
 DA0240
 DA0240.The geoid height was determined by GEOID03.
 DA0240
 DA0240;                    North         East    Units  Estimated Accuracy
 DA0240;SPC AZ C     -   148,820.      200,180.      MT  (+/- 180 meters Scaled)
 DA0240
 DA0240                          SUPERSEDED SURVEY CONTROL
 DA0240
 DA0240  NGVD 29 (??/??/92)  556.034  (m)         1824.25   (f) ADJ UNCH    2 0
 DA0240
 DA0240.Superseded values are not recommended for survey control.
 DA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0240.See file dsdata.txt to determine how the superseded data were derived.
 DA0240
 DA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA005788(NAD 83)
 DA0240_MARKER: DZ = AZIMUTH MARK DISK
 DA0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0240_STAMPING: BM A 85 1936
 DA0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0240+STABILITY: SURFACE MOTION
 DA0240
 DA0240  HISTORY     - Date     Condition        Report By
 DA0240  HISTORY     - 1936     MONUMENTED       CGS
 DA0240  HISTORY     - 1952     GOOD             NGS
 DA0240
 DA0240                          STATION DESCRIPTION
 DA0240
 DA0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0240'2.0 MI NW FROM SANTA ROSA.
 DA0240'2.0 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0240'SANTA ROSA, 0.35 MILE NORTH OF THE T JUNCTION OF THE NEW ROAD, LEADING
 DA0240'WEST TO VENTANA, AT THE Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST,
 DA0240'ON THE TOP OF A DIRT BARRIER WHICH FORMS A T JUNCTION WITH THE CASA
 DA0240'GRANDE ROAD, 64 1/2 FEET EAST OF A POINT IN LINE WITH A TELEPHONE
 DA0240'LINE, 35 FEET WEST OF THE CENTER LINE OF AND ABOUT 1 1/2 FEET HIGHER
 DA0240'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 DA0240'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0242 ***********************************************************************
 DA0242  DESIGNATION -  A 85 RM 1
 DA0242  PID         -  DA0242
 DA0242  STATE/COUNTY-  AZ/PIMA
 DA0242  USGS QUAD   -  SANTA ROSA (1990)
 DA0242
 DA0242                         *CURRENT SURVEY CONTROL
 DA0242  ___________________________________________________________________
 DA0242* NAD 83(1986)-  32 20 18.     (N)    112 03 36.     (W)     SCALED    
 DA0242* NAVD 88     -       560.86   (+/-2cm)    1840.1    (feet)  VERTCON   
 DA0242  ___________________________________________________________________
 DA0242  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0242
 DA0242.The horizontal coordinates were scaled from a topographic map and have
 DA0242.an estimated accuracy of +/- 6 seconds.
 DA0242
 DA0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0242.The vertical order pertains to the NGVD 29 superseded value.
 DA0242
 DA0242.The geoid height was determined by GEOID03.
 DA0242
 DA0242;                    North         East    Units  Estimated Accuracy
 DA0242;SPC AZ C     -   148,390.      199,870.      MT  (+/- 180 meters Scaled)
 DA0242
 DA0242                          SUPERSEDED SURVEY CONTROL
 DA0242
 DA0242  NGVD 29 (??/??/92)  560.223  (m)         1838.00   (f) ADJ UNCH    2 0
 DA0242
 DA0242.Superseded values are not recommended for survey control.
 DA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0242.See file dsdata.txt to determine how the superseded data were derived.
 DA0242
 DA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA002784(NAD 83)
 DA0242_MARKER: DR = REFERENCE MARK DISK
 DA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0242_STAMPING: B.M.A 85 N. 1 1936
 DA0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0242+STABILITY: SURFACE MOTION
 DA0242
 DA0242  HISTORY     - Date     Condition        Report By
 DA0242  HISTORY     - 1936     MONUMENTED       CGS
 DA0242  HISTORY     - 1952     GOOD             NGS
 DA0242
 DA0242                          STATION DESCRIPTION
 DA0242
 DA0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0242'1.6 MI NW FROM SANTA ROSA.
 DA0242'SAME DESCRIPTION TO REACH AS B.M. A 85, 43 FEET WEST OF THE CENTER
 DA0242'LINE OF AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 25.1 FEET NORTH OF A
 DA0242'85, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DA0242'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0243 ***********************************************************************
 DA0243  DESIGNATION -  A 85 RM 2
 DA0243  PID         -  DA0243
 DA0243  STATE/COUNTY-  AZ/PIMA
 DA0243  USGS QUAD   -  SANTA ROSA (1990)
 DA0243
 DA0243                         *CURRENT SURVEY CONTROL
 DA0243  ___________________________________________________________________
 DA0243* NAD 83(1986)-  32 20 17.     (N)    112 03 39.     (W)     SCALED    
 DA0243* NAVD 88     -       560.73   (+/-2cm)    1839.7    (feet)  VERTCON   
 DA0243  ___________________________________________________________________
 DA0243  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0243
 DA0243.The horizontal coordinates were scaled from a topographic map and have
 DA0243.an estimated accuracy of +/- 6 seconds.
 DA0243
 DA0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0243.The vertical order pertains to the NGVD 29 superseded value.
 DA0243
 DA0243.The geoid height was determined by GEOID03.
 DA0243
 DA0243;                    North         East    Units  Estimated Accuracy
 DA0243;SPC AZ C     -   148,360.      199,790.      MT  (+/- 180 meters Scaled)
 DA0243
 DA0243                          SUPERSEDED SURVEY CONTROL
 DA0243
 DA0243  NGVD 29 (??/??/92)  560.092  (m)         1837.57   (f) ADJ UNCH    2 0
 DA0243
 DA0243.Superseded values are not recommended for survey control.
 DA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0243.See file dsdata.txt to determine how the superseded data were derived.
 DA0243
 DA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA001784(NAD 83)
 DA0243_MARKER: DR = REFERENCE MARK DISK
 DA0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0243_STAMPING: B.M. A 85 NO. 2 1936
 DA0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0243+STABILITY: SURFACE MOTION
 DA0243
 DA0243  HISTORY     - Date     Condition        Report By
 DA0243  HISTORY     - 1936     MONUMENTED       CGS
 DA0243  HISTORY     - 1952     GOOD             NGS
 DA0243
 DA0243                          STATION DESCRIPTION
 DA0243
 DA0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0243'1.6 MI NW FROM SANTA ROSA.
 DA0243'SAME DESCRIPTION TO REACH AS B.M. A 85, 100 FEET WEST OF THE CENTER
 DA0243'LINE OF AND ABOUT LEVEL WITH THE CASA GRANDE ROAD, 70 FEET SOUTHEAST
 DA0243'OF THE CENTER LINE OF THE NORTHWEST LEG OF A TRIANGLE, 48.1 FEET WEST
 DA0243'OF A 85, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 DA0243'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1234 ***********************************************************************
 CZ1234  DESIGNATION -  A 86
 CZ1234  PID         -  CZ1234
 CZ1234  STATE/COUNTY-  AZ/PINAL
 CZ1234  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1234
 CZ1234                         *CURRENT SURVEY CONTROL
 CZ1234  ___________________________________________________________________
 CZ1234* NAD 83(1986)-  32 35 15.     (N)    111 59 48.     (W)     SCALED    
 CZ1234* NAVD 88     -       494.46   (+/-2cm)    1622.2    (feet)  VERTCON   
 CZ1234  ___________________________________________________________________
 CZ1234  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CZ1234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1234
 CZ1234.The horizontal coordinates were scaled from a topographic map and have
 CZ1234.an estimated accuracy of +/- 6 seconds.
 CZ1234
 CZ1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1234.The vertical order pertains to the NGVD 29 superseded value.
 CZ1234
 CZ1234.The geoid height was determined by GEOID03.
 CZ1234
 CZ1234;                    North         East    Units  Estimated Accuracy
 CZ1234;SPC AZ C     -   176,010.      205,850.      MT  (+/- 180 meters Scaled)
 CZ1234
 CZ1234                          SUPERSEDED SURVEY CONTROL
 CZ1234
 CZ1234  NGVD 29 (??/??/92)  493.848  (m)         1620.23   (f) ADJ UNCH    2 0
 CZ1234
 CZ1234.Superseded values are not recommended for survey control.
 CZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1234.See file dsdata.txt to determine how the superseded data were derived.
 CZ1234
 CZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB064059(NAD 83)
 CZ1234_MARKER: DB = BENCH MARK DISK
 CZ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1234_STAMPING: A 86 1935
 CZ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1234+STABILITY: SURFACE MOTION
 CZ1234
 CZ1234  HISTORY     - Date     Condition        Report By
 CZ1234  HISTORY     - 1935     MONUMENTED       CGS
 CZ1234  HISTORY     - 1951     GOOD             NGS
 CZ1234
 CZ1234                          STATION DESCRIPTION
 CZ1234
 CZ1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1234'0.8 MI NE FROM QUAJOTE.
 CZ1234'0.8 MILES NORTH ALONG A TRACK ROAD FROM THE WINDMILL AT THE INDIAN
 CZ1234'VILLAGE OF QUAJOTE, ABOUT 660 FEET WEST ALONG A LARGE WASH OF THE
 CZ1234'CENTER LINE OF THE TRACK ROAD, BETWEEN THE TWO RUTS FORMED BY AN OLD
 CZ1234'ROAD, 90 FEET NORTH OF THE APPROXIMATE CENTER OF WASH, 1.7 FEET WEST
 CZ1234'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1234'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1579 ***********************************************************************
 GR1579  DESIGNATION -  A 86
 GR1579  PID         -  GR1579
 GR1579  STATE/COUNTY-  AZ/MOHAVE
 GR1579  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1579
 GR1579                         *CURRENT SURVEY CONTROL
 GR1579  ___________________________________________________________________
 GR1579* NAD 83(1992)-  36 12 56.35396(N)    114 00 55.45966(W)     ADJUSTED  
 GR1579* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1579  ___________________________________________________________________
 GR1579  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 GR1579  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR1579  HORZ ORDER  -  THIRD
 GR1579
 GR1579.The horizontal coordinates were established by classical geodetic methods
 GR1579.and adjusted by the National Geodetic Survey in August 1993.
 GR1579
 GR1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1579
 GR1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1579
 GR1579.The geoid height was determined by GEOID03.
 GR1579
 GR1579;                    North         East     Units Scale Factor Converg.
 GR1579;SPC AZ W     -   578,491.605   189,496.951   MT  0.99994035   -0 09 24.5
 GR1579;SPC AZ W     - 1,897,938.34    621,709.16   iFT  0.99994035   -0 09 24.5
 GR1579;SPC NV E     - 8,163,737.079   340,975.523   MT  1.00014480   +0 55 35.5
 GR1579;SPC NV E     -26,783,860.73  1,118,683.86   sFT  1.00014480   +0 55 35.5
 GR1579;UTM  11      - 4,011,998.873   768,297.072   MT  1.00048702   +1 45 51.9
 GR1579;UTM  12      - 4,012,084.659   228,932.438   MT  1.00050544   -1 46 57.6
 GR1579
 GR1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1579!SPC AZ W     -   0.99994684  x   0.99994035  =   0.99988719
 GR1579!SPC NV E     -   0.99994684  x   1.00014480  =   1.00009163
 GR1579!UTM  11      -   0.99994684  x   1.00048702  =   1.00043383
 GR1579!UTM  12      -   0.99994684  x   1.00050544  =   1.00045225
 GR1579
 GR1579                          SUPERSEDED SURVEY CONTROL
 GR1579
 GR1579  NAD 83(1986)-  36 12 56.34626(N)    114 00 55.45905(W) AD(       ) 3
 GR1579  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1579
 GR1579.Superseded values are not recommended for survey control.
 GR1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1579.See file dsdata.txt to determine how the superseded data were derived.
 GR1579
 GR1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6829711999(NAD 83)
 GR1579_MARKER: DS = TRIANGULATION STATION DISK
 GR1579_SETTING: 80 = SET IN A BOULDER
 GR1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1579+STABILITY: SURFACE MOTION
 GR1579
 GR1579  HISTORY     - Date     Condition        Report By
 GR1579  HISTORY     - 1948     MONUMENTED       USGS
 GR1579
 GR1579                          STATION DESCRIPTION
 GR1579
 GR1579'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1579'NOT OCCUPIED.
 GR1579'
 GR1579'LOCATED ABOUT 1.5 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1579'CANYON.  ON WEST SIDE OF GRAND WASH, ON STEEP SIDEHILL OF BROKEN
 GR1579'ROCK, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1579'
 GR1579'STATION MARK--STANDARD TABLET STAMPED---A 86 1948---, CEMENTED IN
 GR1579'TOP OF LARGE BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0632 ***********************************************************************
 DA0632  DESIGNATION -  A 87
 DA0632  PID         -  DA0632
 DA0632  STATE/COUNTY-  AZ/MARICOPA
 DA0632  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0632
 DA0632                         *CURRENT SURVEY CONTROL
 DA0632  ___________________________________________________________________
 DA0632* NAD 83(1986)-  32 47 49.     (N)    112 36 04.     (W)     SCALED    
 DA0632* NAVD 88     -       393.27   (+/-2cm)    1290.3    (feet)  VERTCON   
 DA0632  ___________________________________________________________________
 DA0632  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DA0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0632
 DA0632.The horizontal coordinates were scaled from a topographic map and have
 DA0632.an estimated accuracy of +/- 6 seconds.
 DA0632
 DA0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0632.The vertical order pertains to the NGVD 29 superseded value.
 DA0632
 DA0632.The geoid height was determined by GEOID03.
 DA0632
 DA0632;                    North         East    Units  Estimated Accuracy
 DA0632;SPC AZ C     -   199,440.      149,260.      MT  (+/- 180 meters Scaled)
 DA0632
 DA0632                          SUPERSEDED SURVEY CONTROL
 DA0632
 DA0632  NGVD 29 (??/??/92)  392.620  (m)         1288.12   (f) ADJ UNCH    2 0
 DA0632
 DA0632.Superseded values are not recommended for survey control.
 DA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0632.See file dsdata.txt to determine how the superseded data were derived.
 DA0632
 DA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB500299(NAD 83)
 DA0632_MARKER: DB = BENCH MARK DISK
 DA0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0632_STAMPING: A 87 1935
 DA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0632+STABILITY: SURFACE MOTION
 DA0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0632+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0632
 DA0632  HISTORY     - Date     Condition        Report By
 DA0632  HISTORY     - 1935     MONUMENTED       CGS
 DA0632  HISTORY     - 1951     GOOD             NGS
 DA0632  HISTORY     - 1980     GOOD             USGS
 DA0632  HISTORY     - 20090206 GOOD             GEOCAC
 DA0632
 DA0632                          STATION DESCRIPTION
 DA0632
 DA0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0632'13.6 MI SE FROM GILA BEND.
 DA0632'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0632'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0632'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0632'SOUTH ALONG A TRACK ROAD, THENCE 9.6 MILES SOUTHEAST ALONG A TRACK
 DA0632'ROAD, AT A SMALL ROCKY BARREN PATCH OF GROUND, ABOUT 200 YARDS, WEST
 DA0632'SOUTHWEST OF A STEEP ROCKY HILL, 22 FEET SOUTHWEST OF THE CENTER LINE
 DA0632'OF THE ROAD, 1.4 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP
 DA0632'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT
 DA0632'LEVEL WITH THE ROAD.
 DA0632
 DA0632                          STATION RECOVERY (1980)
 DA0632
 DA0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0632'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0632'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0632'NINEMILE WELL, HECNE PROCEED EAST AND SE ON TRACK ROAD FOR 5.35 MILES
 DA0632'TO BM ON SW. BM IS AT A SMALL ROCKY PATCH OF GROUND, ABOUT 200 YARDS
 DA0632'WSW OF A STEEP ROCKY HILL 22 FT SW OF THE CENTER OF TRACK ROAD, 1.4
 DA0632'FT NE OF A 4X4 WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DA0632'PROJECTING 0.3 FT AND ABOUT LEVEL WITH ROAD.
 DA0632
 DA0632                          STATION RECOVERY (2009)
 DA0632
 DA0632'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0632'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0632'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0632'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0632'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0632'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0632'32 47 49.7 (N)   112 36 04.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1580 ***********************************************************************
 GR1580  DESIGNATION -  A 87
 GR1580  PID         -  GR1580
 GR1580  STATE/COUNTY-  AZ/MOHAVE
 GR1580  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1580
 GR1580                         *CURRENT SURVEY CONTROL
 GR1580  ___________________________________________________________________
 GR1580* NAD 83(1992)-  36 13 35.17074(N)    114 00 18.05687(W)     ADJUSTED  
 GR1580* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1580  ___________________________________________________________________
 GR1580  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 GR1580  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GR1580  HORZ ORDER  -  THIRD
 GR1580
 GR1580.The horizontal coordinates were established by classical geodetic methods
 GR1580.and adjusted by the National Geodetic Survey in August 1993.
 GR1580
 GR1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1580
 GR1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1580
 GR1580.The geoid height was determined by GEOID03.
 GR1580
 GR1580;                    North         East     Units Scale Factor Converg.
 GR1580;SPC AZ W     -   579,685.475   190,434.252   MT  0.99993981   -0 09 02.6
 GR1580;SPC AZ W     - 1,901,855.23    624,784.29   iFT  0.99993981   -0 09 02.6
 GR1580;SPC NV E     - 8,164,948.709   341,890.270   MT  1.00014799   +0 55 58.5
 GR1580;SPC NV E     -26,787,835.89  1,121,684.99   sFT  1.00014799   +0 55 58.5
 GR1580;UTM  11      - 4,013,224.173   769,194.308   MT  1.00049296   +1 46 15.7
 GR1580;UTM  12      - 4,013,252.107   229,903.785   MT  1.00049896   -1 46 37.1
 GR1580
 GR1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1580!SPC AZ W     -   0.99994684  x   0.99993981  =   0.99988665
 GR1580!SPC NV E     -   0.99994684  x   1.00014799  =   1.00009482
 GR1580!UTM  11      -   0.99994684  x   1.00049296  =   1.00043977
 GR1580!UTM  12      -   0.99994684  x   1.00049896  =   1.00044577
 GR1580
 GR1580:                Primary Azimuth Mark                     Grid Az
 GR1580:SPC AZ W     -  A 90                                     180 22 50.6
 GR1580:SPC NV E     -  A 90                                     179 17 49.5
 GR1580:UTM  11      -  A 90                                     178 27 32.3
 GR1580:UTM  12      -  A 90                                     182 00 25.1
 GR1580
 GR1580|---------------------------------------------------------------------|
 GR1580| PID    Reference Object                     Distance      Geod. Az  |
 GR1580|                                                           dddmmss.s |
 GR1580| GR1583 A 90                                APPROX. 3.3 KM 1801348.0 |
 GR1580|---------------------------------------------------------------------|
 GR1580
 GR1580                          SUPERSEDED SURVEY CONTROL
 GR1580
 GR1580  NAD 83(1986)-  36 13 35.16335(N)    114 00 18.05607(W) AD(       ) 3
 GR1580  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1580
 GR1580.Superseded values are not recommended for survey control.
 GR1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1580.See file dsdata.txt to determine how the superseded data were derived.
 GR1580
 GR1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6919413224(NAD 83)
 GR1580_MARKER: DS = TRIANGULATION STATION DISK
 GR1580_SETTING: 80 = SET IN A BOULDER
 GR1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1580+STABILITY: SURFACE MOTION
 GR1580
 GR1580  HISTORY     - Date     Condition        Report By
 GR1580  HISTORY     - 1948     MONUMENTED       USGS
 GR1580
 GR1580                          STATION DESCRIPTION
 GR1580
 GR1580'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1580'LOCATED ABOUT 2.3 MI N. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1580'CANYON.  ON EAST SIDE OF GRAND WASH, ABOUT 800 FT. SW. OF HIGH
 GR1580'WATER MARK AT SOUTHWEST END OF BROAD, FLAT RIDGE, ABOUT 5 FT.
 GR1580'BELOW HIGH WATER MARK.
 GR1580'
 GR1580'TO REACH NOT GIVEN.
 GR1580'
 GR1580'STATION MARK--STANDARD TABLET STAMPED---A 87 1948---, CEMENTED IN
 GR1580'TOP OF BOULDER IN PLACE.
 GR1580'
 GR1580'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0229 ***********************************************************************
 GQ0229  DESIGNATION -  A 88
 GQ0229  PID         -  GQ0229
 GQ0229  STATE/COUNTY-  AZ/MOHAVE
 GQ0229  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0229
 GQ0229                         *CURRENT SURVEY CONTROL
 GQ0229  ___________________________________________________________________
 GQ0229* NAD 83(1992)-  36 12 37.12049(N)    113 59 42.05858(W)     ADJUSTED  
 GQ0229* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GQ0229  ___________________________________________________________________
 GQ0229  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 GQ0229  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GQ0229  HORZ ORDER  -  THIRD
 GQ0229
 GQ0229.The horizontal coordinates were established by classical geodetic methods
 GQ0229.and adjusted by the National Geodetic Survey in August 1993.
 GQ0229
 GQ0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0229
 GQ0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0229
 GQ0229.The geoid height was determined by GEOID03.
 GQ0229
 GQ0229;                    North         East     Units Scale Factor Converg.
 GQ0229;SPC AZ W     -   577,893.984   191,328.683   MT  0.99993931   -0 08 41.1
 GQ0229;SPC AZ W     - 1,895,977.64    627,718.78   iFT  0.99993931   -0 08 41.1
 GQ0229;SPC NV E     - 8,163,174.077   342,818.610   MT  1.00015125   +0 56 18.4
 GQ0229;SPC NV E     -26,782,013.62  1,124,730.72   sFT  1.00015125   +0 56 18.4
 GQ0229;UTM  12      - 4,011,434.948   230,747.493   MT  1.00049335   -1 46 13.3
 GQ0229;UTM  11      - 4,011,462.698   770,148.833   MT  1.00049931   +1 46 34.6
 GQ0229
 GQ0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0229!SPC AZ W     -   0.99994574  x   0.99993931  =   0.99988505
 GQ0229!SPC NV E     -   0.99994574  x   1.00015125  =   1.00009698
 GQ0229!UTM  12      -   0.99994574  x   1.00049335  =   1.00043906
 GQ0229!UTM  11      -   0.99994574  x   1.00049931  =   1.00044502
 GQ0229
 GQ0229                          SUPERSEDED SURVEY CONTROL
 GQ0229
 GQ0229  NAD 83(1986)-  36 12 37.11270(N)    113 59 42.05742(W) AD(       ) 3
 GQ0229  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG    3  
 GQ0229
 GQ0229.Superseded values are not recommended for survey control.
 GQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0229.See file dsdata.txt to determine how the superseded data were derived.
 GQ0229
 GQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3074711435(NAD 83)
 GQ0229_MARKER: DS = TRIANGULATION STATION DISK
 GQ0229_SETTING: 80 = SET IN A BOULDER
 GQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0229+STABILITY: SURFACE MOTION
 GQ0229
 GQ0229  HISTORY     - Date     Condition        Report By
 GQ0229  HISTORY     - 1948     MONUMENTED       USGS
 GQ0229
 GQ0229                          STATION DESCRIPTION
 GQ0229
 GQ0229'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0229'NOT OCCUPIED.
 GQ0229'
 GQ0229'LOCATED ABOUT 1.3 MI N. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0229'CANYON.  ON EAST SIDE OF GRAND WASH, ON BROAD SLOPE, ABOUT 700 FT.
 GQ0229'S. OF PROMINENT DRAIN, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GQ0229'
 GQ0229'STATION MARK--STANDARD TABLET STAMPED---A88 1948---, CEMENTED IN
 GQ0229'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1362 ***********************************************************************
 CZ1362  DESIGNATION -  A 89
 CZ1362  PID         -  CZ1362
 CZ1362  STATE/COUNTY-  AZ/PINAL
 CZ1362  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1362
 CZ1362                         *CURRENT SURVEY CONTROL
 CZ1362  ___________________________________________________________________
 CZ1362* NAD 83(1986)-  32 41 23.     (N)    111 47 33.     (W)     SCALED    
 CZ1362* NAVD 88     -       456.09   (+/-2cm)    1496.4    (feet)  VERTCON   
 CZ1362  ___________________________________________________________________
 CZ1362  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ1362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1362
 CZ1362.The horizontal coordinates were scaled from a topographic map and have
 CZ1362.an estimated accuracy of +/- 6 seconds.
 CZ1362
 CZ1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1362.The vertical order pertains to the NGVD 29 superseded value.
 CZ1362
 CZ1362.The geoid height was determined by GEOID03.
 CZ1362
 CZ1362;                    North         East    Units  Estimated Accuracy
 CZ1362;SPC AZ C     -   187,350.      225,000.      MT  (+/- 180 meters Scaled)
 CZ1362
 CZ1362                          SUPERSEDED SURVEY CONTROL
 CZ1362
 CZ1362  NGVD 29 (??/??/92)  455.500  (m)         1494.42   (f) ADJ UNCH    2 0
 CZ1362
 CZ1362.Superseded values are not recommended for survey control.
 CZ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1362.See file dsdata.txt to determine how the superseded data were derived.
 CZ1362
 CZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB257171(NAD 83)
 CZ1362_MARKER: DB = BENCH MARK DISK
 CZ1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1362_STAMPING: A 89 1935
 CZ1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1362+STABILITY: SURFACE MOTION
 CZ1362
 CZ1362  HISTORY     - Date     Condition        Report By
 CZ1362  HISTORY     - 1935     MONUMENTED       CGS
 CZ1362  HISTORY     - 1952     GOOD             NGS
 CZ1362  HISTORY     - 1966     GOOD             NGS
 CZ1362
 CZ1362                          STATION DESCRIPTION
 CZ1362
 CZ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1362'2.3 MI S FROM WHITE HORSE PASS.
 CZ1362'2.3 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1362'VILLAGE AT WHITE HORSE PASS, 0.1 MILE SOUTH OF THE JUNCTION OF A TRACK
 CZ1362'ROAD LEADING SOUTHWEST AND THE EAST END OF A ROUND HILL, 14 FEET WEST
 CZ1362'OF THE CENTER LINE OF THE ROAD, 1.3 FEET EAST OF A WITNESS POST, AND
 CZ1362'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ1362'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1362
 CZ1362                          STATION RECOVERY (1966)
 CZ1362
 CZ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1581 ***********************************************************************
 GR1581  DESIGNATION -  A 89
 GR1581  PID         -  GR1581
 GR1581  STATE/COUNTY-  AZ/MOHAVE
 GR1581  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1581
 GR1581                         *CURRENT SURVEY CONTROL
 GR1581  ___________________________________________________________________
 GR1581* NAD 83(1992)-  36 11 57.88590(N)    114 00 45.52918(W)     ADJUSTED  
 GR1581* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1581  ___________________________________________________________________
 GR1581  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 GR1581  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR1581  HORZ ORDER  -  THIRD
 GR1581
 GR1581.The horizontal coordinates were established by classical geodetic methods
 GR1581.and adjusted by the National Geodetic Survey in August 1993.
 GR1581
 GR1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1581
 GR1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1581
 GR1581.The geoid height was determined by GEOID03.
 GR1581
 GR1581;                    North         East     Units Scale Factor Converg.
 GR1581;SPC AZ W     -   576,688.882   189,740.090   MT  0.99994020   -0 09 18.4
 GR1581;SPC AZ W     - 1,892,023.89    622,506.86   iFT  0.99994020   -0 09 18.4
 GR1581;SPC NV E     - 8,161,938.906   341,252.752   MT  1.00014577   +0 55 40.1
 GR1581;SPC NV E     -26,777,961.23  1,119,593.40   sFT  1.00014577   +0 55 40.1
 GR1581;UTM  11      - 4,010,204.331   768,600.666   MT  1.00048903   +1 45 55.4
 GR1581;UTM  12      - 4,010,274.743   229,124.450   MT  1.00050416   -1 46 49.2
 GR1581
 GR1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1581!SPC AZ W     -   0.99994684  x   0.99994020  =   0.99988705
 GR1581!SPC NV E     -   0.99994684  x   1.00014577  =   1.00009260
 GR1581!UTM  11      -   0.99994684  x   1.00048903  =   1.00043585
 GR1581!UTM  12      -   0.99994684  x   1.00050416  =   1.00045098
 GR1581
 GR1581:                Primary Azimuth Mark                     Grid Az
 GR1581:SPC AZ W     -  A 84                                     191 57 59.4
 GR1581:SPC NV E     -  A 84                                     190 53 00.9
 GR1581:UTM  11      -  A 84                                     190 02 45.6
 GR1581:UTM  12      -  A 84                                     193 35 30.2
 GR1581
 GR1581|---------------------------------------------------------------------|
 GR1581| PID    Reference Object                     Distance      Geod. Az  |
 GR1581|                                                           dddmmss.s |
 GR1581| GR1577 A 84                                APPROX. 1.2 KM 1914841.0 |
 GR1581|---------------------------------------------------------------------|
 GR1581
 GR1581                          SUPERSEDED SURVEY CONTROL
 GR1581
 GR1581  NAD 83(1986)-  36 11 57.87776(N)    114 00 45.52838(W) AD(       ) 3
 GR1581  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1581
 GR1581.Superseded values are not recommended for survey control.
 GR1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1581.See file dsdata.txt to determine how the superseded data were derived.
 GR1581
 GR1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6860110204(NAD 83)
 GR1581_MARKER: DS = TRIANGULATION STATION DISK
 GR1581_SETTING: 66 = SET IN ROCK OUTCROP
 GR1581_SP_SET: SET IN BEDROCK
 GR1581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1581+STABILITY: POSITION/ELEVATION WELL
 GR1581
 GR1581  HISTORY     - Date     Condition        Report By
 GR1581  HISTORY     - 1948     MONUMENTED       USGS
 GR1581
 GR1581                          STATION DESCRIPTION
 GR1581
 GR1581'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1581'LOCATED ABOUT 0.8 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1581'CANYON.  ON POINT FORMING WEST ENTRANCE TO GRAND WASH, ABOUT 60
 GR1581'FT. ABOVE HIGH WATER MARK.
 GR1581'
 GR1581'TO REACH NOT GIVEN.
 GR1581'
 GR1581'STATION MARK--STANDARD TABLET STAMPED---A 89 1948---, CEMENTED IN
 GR1581'BROKEN BEDROCK.
 GR1581'
 GR1581'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1030 ***********************************************************************
 DA1030  DESIGNATION -  A 9
 DA1030  PID         -  DA1030
 DA1030  STATE/COUNTY-  AZ/YUMA
 DA1030  USGS QUAD   -  GROWLER (1982)
 DA1030
 DA1030                         *CURRENT SURVEY CONTROL
 DA1030  ___________________________________________________________________
 DA1030* NAD 83(1986)-  32 48 28.     (N)    113 49 49.     (W)     SCALED    
 DA1030* NAVD 88     -        93.66   (+/-2cm)     307.3    (feet)  VERTCON   
 DA1030  ___________________________________________________________________
 DA1030  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DA1030  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1030
 DA1030.The horizontal coordinates were scaled from a topographic map and have
 DA1030.an estimated accuracy of +/- 6 seconds.
 DA1030
 DA1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1030.The vertical order pertains to the NGVD 29 superseded value.
 DA1030
 DA1030.The geoid height was determined by GEOID03.
 DA1030
 DA1030;                    North         East    Units  Estimated Accuracy
 DA1030;SPC AZ W     -   200,450.      205,840.      MT  (+/- 180 meters Scaled)
 DA1030
 DA1030                          SUPERSEDED SURVEY CONTROL
 DA1030
 DA1030  NGVD 29 (??/??/92)   93.017  (m)          305.17   (f) ADJ UNCH    1 2
 DA1030
 DA1030.Superseded values are not recommended for survey control.
 DA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1030.See file dsdata.txt to determine how the superseded data were derived.
 DA1030
 DA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB349335(NAD 83)
 DA1030_MARKER: DB = BENCH MARK DISK
 DA1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1030_STAMPING: 305.173 A 9 1927
 DA1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1030+STABILITY: SURFACE MOTION
 DA1030
 DA1030  HISTORY     - Date     Condition        Report By
 DA1030  HISTORY     - 1927     MONUMENTED       CGS
 DA1030  HISTORY     - 1935     GOOD             NGS
 DA1030  HISTORY     - 1967     GOOD             NGS
 DA1030
 DA1030                          STATION DESCRIPTION
 DA1030
 DA1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1030'21.1 MI NE FROM WELLTON.
 DA1030'21.1 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1030'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1030'COUNTY, 2.0 MILES SOUTHWEST OF THE STATION AT GROWLER, 63 FEET SOUTH
 DA1030'OF THE THIRD POLE NORTHEAST OF MILEPOST 791, 4 POLES SOUTHWEST OF THE
 DA1030'WEST END OF A CUT, 99 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 DA1030'JUST INSIDE THE RIGHT OF WAY FENCE, AND 6 FEET LOWER THAN THE TRACK. A
 DA1030'STANDARD DISK, STAMPED 305.173 A 9 1927 AND SET IN THE TOP OF A
 DA1030'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DA1030
 DA1030                          STATION RECOVERY (1967)
 DA1030
 DA1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DA1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1582 ***********************************************************************
 GR1582  DESIGNATION -  A 9
 GR1582  PID         -  GR1582
 GR1582  STATE/COUNTY-  AZ/MOHAVE
 GR1582  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1582
 GR1582                         *CURRENT SURVEY CONTROL
 GR1582  ___________________________________________________________________
 GR1582* NAD 83(1992)-  36 08 13.71194(N)    114 37 41.62675(W)     ADJUSTED  
 GR1582* NAVD 88     -       329.7    (meters)    1082.     (feet)  VERTCON   
 GR1582  ___________________________________________________________________
 GR1582  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GR1582  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1582  HORZ ORDER  -  THIRD
 GR1582
 GR1582.The horizontal coordinates were established by classical geodetic methods
 GR1582.and adjusted by the National Geodetic Survey in August 1993.
 GR1582
 GR1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1582
 GR1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1582
 GR1582.The geoid height was determined by GEOID03.
 GR1582
 GR1582;                    North         East     Units Scale Factor Converg.
 GR1582;SPC AZ W     -   570,104.957   134,317.222   MT  1.00001029   -0 31 04.6
 GR1582;SPC AZ W     - 1,870,423.09    440,673.30   iFT  1.00001029   -0 31 04.6
 GR1582;SPC NV E     - 8,154,308.818   285,958.949   MT  0.99999101   +0 33 47.8
 GR1582;SPC NV E     -26,752,928.18    938,183.65   sFT  0.99999101   +0 33 47.8
 GR1582;UTM  11      - 4,001,765.406   713,410.020   MT  1.00016120   +1 23 57.2
 GR1582
 GR1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1582!SPC AZ W     -   0.99995264  x   1.00001029  =   0.99996293
 GR1582!SPC NV E     -   0.99995264  x   0.99999101  =   0.99994365
 GR1582!UTM  11      -   0.99995264  x   1.00016120  =   1.00011383
 GR1582
 GR1582:                Primary Azimuth Mark                     Grid Az
 GR1582:SPC AZ W     -  A 8                                      243 47 46.1
 GR1582:SPC NV E     -  A 8                                      242 42 53.7
 GR1582:UTM  11      -  A 8                                      241 52 44.3
 GR1582
 GR1582|---------------------------------------------------------------------|
 GR1582| PID    Reference Object                     Distance      Geod. Az  |
 GR1582|                                                           dddmmss.s |
 GR1582| GR1572 A 8                                 APPROX. 1.6 KM 2431641.5 |
 GR1582|---------------------------------------------------------------------|
 GR1582
 GR1582                          SUPERSEDED SURVEY CONTROL
 GR1582
 GR1582  NAD 83(1986)-  36 08 13.69784(N)    114 37 41.61717(W) AD(       ) 3
 GR1582  NGVD 29 (06/27/88)  329.0    (m)         1079.     (f) VERT ANG    3  
 GR1582
 GR1582.Superseded values are not recommended for survey control.
 GR1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1582.See file dsdata.txt to determine how the superseded data were derived.
 GR1582
 GR1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1341001765(NAD 83)
 GR1582_MARKER: DS = TRIANGULATION STATION DISK
 GR1582_SETTING: 66 = SET IN ROCK OUTCROP
 GR1582_SP_SET: SET IN BEDROCK
 GR1582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1582+STABILITY: POSITION/ELEVATION WELL
 GR1582
 GR1582  HISTORY     - Date     Condition        Report By
 GR1582  HISTORY     - 1948     MONUMENTED       USGS
 GR1582
 GR1582                          STATION DESCRIPTION
 GR1582
 GR1582'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1582'LOCATED ABOUT 2.4 MI NE. OF BEACON ISLAND.  IN BOULDER CANYON, ON
 GR1582'POINT AT RIGHT ANGLE BEND OF CANYON, ABOUT 80 FT. SE. OF N.P.S.
 GR1582'REFLECTOR, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1582'
 GR1582'TO REACH NOT GIVEN.
 GR1582'
 GR1582'STATION MARK--STANDARD TABLET STAMPED---A9 1948---, CEMENTED IN
 GR1582'BEDROCK.
 GR1582'
 GR1582'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0276 ***********************************************************************
 DA0276  DESIGNATION -  A 90
 DA0276  PID         -  DA0276
 DA0276  STATE/COUNTY-  AZ/PIMA
 DA0276  USGS QUAD   -  SANTA ROSA (1990)
 DA0276
 DA0276                         *CURRENT SURVEY CONTROL
 DA0276  ___________________________________________________________________
 DA0276* NAD 83(1986)-  32 20 39.     (N)    112 05 35.     (W)     SCALED    
 DA0276* NAVD 88     -       576.71   (+/-2cm)    1892.1    (feet)  VERTCON   
 DA0276  ___________________________________________________________________
 DA0276  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0276
 DA0276.The horizontal coordinates were scaled from a topographic map and have
 DA0276.an estimated accuracy of +/- 6 seconds.
 DA0276
 DA0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0276.The vertical order pertains to the NGVD 29 superseded value.
 DA0276
 DA0276.The geoid height was determined by GEOID03.
 DA0276
 DA0276;                    North         East    Units  Estimated Accuracy
 DA0276;SPC AZ C     -   149,040.      196,760.      MT  (+/- 180 meters Scaled)
 DA0276
 DA0276                          SUPERSEDED SURVEY CONTROL
 DA0276
 DA0276  NGVD 29 (??/??/92)  576.066  (m)         1889.98   (f) ADJ UNCH    2 0
 DA0276
 DA0276.Superseded values are not recommended for survey control.
 DA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0276.See file dsdata.txt to determine how the superseded data were derived.
 DA0276
 DA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA971791(NAD 83)
 DA0276_MARKER: DB = BENCH MARK DISK
 DA0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0276_STAMPING: A 90 1935
 DA0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0276+STABILITY: SURFACE MOTION
 DA0276
 DA0276  HISTORY     - Date     Condition        Report By
 DA0276  HISTORY     - 1935     MONUMENTED       CGS
 DA0276  HISTORY     - 1952     GOOD             NGS
 DA0276
 DA0276                          STATION DESCRIPTION
 DA0276
 DA0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0276'3.55 MI NW FROM SANTA ROSA.
 DA0276'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0276'SANTA ROSA, THENCE, 1.95 MILE WEST ALONG A GRADED ROAD, ABOUT 200
 DA0276'YARDS EAST OF A POINT WHERE A NORTHWEST-SOUTHEAST DIRT BARRIER
 DA0276'JUNCTIONS WITH THE ROAD, 65 FEET SOUTH OF A TELEPHONE POLE, 57 FEET
 DA0276'NORTH OF THE CENTER LINE OF A DIRT BARRIER, 27 FEET SOUTH OF THE
 DA0276'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.3 FEET NORTH OF A
 DA0276'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0276'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1583 ***********************************************************************
 GR1583  DESIGNATION -  A 90
 GR1583  PID         -  GR1583
 GR1583  STATE/COUNTY-  AZ/MOHAVE
 GR1583  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1583
 GR1583                         *CURRENT SURVEY CONTROL
 GR1583  ___________________________________________________________________
 GR1583* NAD 83(1992)-  36 11 49.01494(N)    114 00 18.58259(W)     ADJUSTED  
 GR1583* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1583  ___________________________________________________________________
 GR1583  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 GR1583  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1583  HORZ ORDER  -  THIRD
 GR1583
 GR1583.The horizontal coordinates were established by classical geodetic methods
 GR1583.and adjusted by the National Geodetic Survey in August 1993.
 GR1583
 GR1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1583
 GR1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1583
 GR1583.The geoid height was determined by GEOID03.
 GR1583
 GR1583;                    North         East     Units Scale Factor Converg.
 GR1583;SPC AZ W     -   576,413.674   190,412.515   MT  0.99993982   -0 09 02.5
 GR1583;SPC AZ W     - 1,891,120.98    624,712.98   iFT  0.99993982   -0 09 02.5
 GR1583;SPC NV E     - 8,161,676.400   341,930.399   MT  1.00014813   +0 55 55.8
 GR1583;SPC NV E     -26,777,099.99  1,121,816.65   sFT  1.00014813   +0 55 55.8
 GR1583;UTM  11      - 4,009,951.672   769,282.312   MT  1.00049355   +1 46 10.9
 GR1583;UTM  12      - 4,009,980.410   229,789.172   MT  1.00049973   -1 46 32.9
 GR1583
 GR1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1583!SPC AZ W     -   0.99994684  x   0.99993982  =   0.99988666
 GR1583!SPC NV E     -   0.99994684  x   1.00014813  =   1.00009496
 GR1583!UTM  11      -   0.99994684  x   1.00049355  =   1.00044036
 GR1583!UTM  12      -   0.99994684  x   1.00049973  =   1.00044654
 GR1583
 GR1583:                Primary Azimuth Mark                     Grid Az
 GR1583:SPC AZ W     -  A 84                                     225 58 21.3
 GR1583:SPC NV E     -  A 84                                     224 53 23.0
 GR1583:UTM  11      -  A 84                                     224 03 07.9
 GR1583:UTM  12      -  A 84                                     227 35 51.7
 GR1583
 GR1583|---------------------------------------------------------------------|
 GR1583| PID    Reference Object                     Distance      Geod. Az  |
 GR1583|                                                           dddmmss.s |
 GR1583| GR1577 A 84                                APPROX. 1.3 KM 2254918.8 |
 GR1583|---------------------------------------------------------------------|
 GR1583
 GR1583                          SUPERSEDED SURVEY CONTROL
 GR1583
 GR1583  NAD 83(1986)-  36 11 49.00677(N)    114 00 18.58161(W) AD(       ) 3
 GR1583  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1583
 GR1583.Superseded values are not recommended for survey control.
 GR1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1583.See file dsdata.txt to determine how the superseded data were derived.
 GR1583
 GR1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6928209952(NAD 83)
 GR1583_MARKER: DS = TRIANGULATION STATION DISK
 GR1583_SETTING: 66 = SET IN ROCK OUTCROP
 GR1583_SP_SET: SET IN BEDROCK
 GR1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1583+STABILITY: POSITION/ELEVATION WELL
 GR1583
 GR1583  HISTORY     - Date     Condition        Report By
 GR1583  HISTORY     - 1948     MONUMENTED       USGS
 GR1583
 GR1583                          STATION DESCRIPTION
 GR1583
 GR1583'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1583'LOCATED ABOUT 0.3 MI NW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1583'CANYON.  ON POINT WHICH FORMS EAST ENTRANCE TO GRAND WASH, ABOUT
 GR1583'25 FT. BELOW HIGH WATER MARK.
 GR1583'
 GR1583'TO REACH NOT GIVEN.
 GR1583'
 GR1583'STATION MARK--STANDARD TABLET STAMPED---A 90 1948---, CEMENTED IN
 GR1583'BEDROCK.
 GR1583'
 GR1583'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0923 ***********************************************************************
 CZ0923  DESIGNATION -  A 91
 CZ0923  PID         -  CZ0923
 CZ0923  STATE/COUNTY-  AZ/PIMA
 CZ0923  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0923
 CZ0923                         *CURRENT SURVEY CONTROL
 CZ0923  ___________________________________________________________________
 CZ0923* NAD 83(1986)-  32 19 33.     (N)    111 46 00.     (W)     SCALED    
 CZ0923* NAVD 88     -       577.66   (+/-2cm)    1895.2    (feet)  VERTCON   
 CZ0923  ___________________________________________________________________
 CZ0923  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ0923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0923
 CZ0923.The horizontal coordinates were scaled from a topographic map and have
 CZ0923.an estimated accuracy of +/- 6 seconds.
 CZ0923
 CZ0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0923.The vertical order pertains to the NGVD 29 superseded value.
 CZ0923
 CZ0923.The geoid height was determined by GEOID03.
 CZ0923
 CZ0923;                    North         East    Units  Estimated Accuracy
 CZ0923;SPC AZ C     -   147,010.      227,480.      MT  (+/- 180 meters Scaled)
 CZ0923
 CZ0923                          SUPERSEDED SURVEY CONTROL
 CZ0923
 CZ0923  NGVD 29 (??/??/92)  577.068  (m)         1893.26   (f) ADJ UNCH    2 0
 CZ0923
 CZ0923.Superseded values are not recommended for survey control.
 CZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0923.See file dsdata.txt to determine how the superseded data were derived.
 CZ0923
 CZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA278768(NAD 83)
 CZ0923_MARKER: DB = BENCH MARK DISK
 CZ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0923_STAMPING: A 91 1935
 CZ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0923+STABILITY: SURFACE MOTION
 CZ0923
 CZ0923  HISTORY     - Date     Condition        Report By
 CZ0923  HISTORY     - 1935     MONUMENTED       CGS
 CZ0923  HISTORY     - 1952     GOOD             NGS
 CZ0923
 CZ0923                          STATION DESCRIPTION
 CZ0923
 CZ0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0923'15.35 MI SW FROM SILVER BELL CEMETERY.
 CZ0923'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0923'THENCE 12.65 MILES SOUTHWEST ALONG A DIM TRACK ROAD, APPROXIMATELY 1
 CZ0923'1/2 MILES NORTH-NORTHWEST OF THE WEST END OF A LONG, LOW MOUNTAIN, AT
 CZ0923'A SLIGHTLY ROLLING SANDY BOTTOM LAND COVERED WITH MESQUITE, 22 FEET
 CZ0923'SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.8 FEET
 CZ0923'NORTH OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ0923'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1584 ***********************************************************************
 GR1584  DESIGNATION -  A 91
 GR1584  PID         -  GR1584
 GR1584  STATE/COUNTY-  AZ/MOHAVE
 GR1584  USGS QUAD   -  SNAP CANYON WEST (1971)
 GR1584
 GR1584                         *CURRENT SURVEY CONTROL
 GR1584  ___________________________________________________________________
 GR1584* NAD 83(1992)-  36 11 03.07819(N)    114 00 00.33815(W)     ADJUSTED  
 GR1584* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1584  ___________________________________________________________________
 GR1584  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 GR1584  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1584  HORZ ORDER  -  THIRD
 GR1584
 GR1584.The horizontal coordinates were established by classical geodetic methods
 GR1584.and adjusted by the National Geodetic Survey in August 1993.
 GR1584
 GR1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1584
 GR1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1584
 GR1584.The geoid height was determined by GEOID03.
 GR1584
 GR1584;                    North         East     Units Scale Factor Converg.
 GR1584;SPC AZ W     -   574,996.672   190,864.639   MT  0.99993957   -0 08 51.5
 GR1584;SPC AZ W     - 1,886,472.02    626,196.32   iFT  0.99993957   -0 08 51.5
 GR1584;SPC NV E     - 8,160,267.900   342,409.316   MT  1.00014981   +0 56 05.5
 GR1584;SPC NV E     -26,772,478.94  1,123,387.90   sFT  1.00014981   +0 56 05.5
 GR1584;UTM  11      - 4,008,549.836   769,781.937   MT  1.00049688   +1 46 19.8
 GR1584;UTM  12      - 4,008,550.359   230,201.164   MT  1.00049699   -1 46 20.2
 GR1584
 GR1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1584!SPC AZ W     -   0.99993915  x   0.99993957  =   0.99987873
 GR1584!SPC NV E     -   0.99993915  x   1.00014981  =   1.00008895
 GR1584!UTM  11      -   0.99993915  x   1.00049688  =   1.00043600
 GR1584!UTM  12      -   0.99993915  x   1.00049699  =   1.00043611
 GR1584
 GR1584:                Primary Azimuth Mark                     Grid Az
 GR1584:SPC AZ W     -  A 93                                     011 08 02.1
 GR1584:SPC NV E     -  A 93                                     010 03 05.1
 GR1584:UTM  11      -  A 93                                     009 12 50.8
 GR1584:UTM  12      -  A 93                                     012 45 30.8
 GR1584
 GR1584|---------------------------------------------------------------------|
 GR1584| PID    Reference Object                     Distance      Geod. Az  |
 GR1584|                                                           dddmmss.s |
 GR1584| GQ0230 A 93                                478.693 METERS 0105910.6 |
 GR1584| GQ0231 A 94                                408.177 METERS 1105924.6 |
 GR1584| GR1586 A 95                                APPROX. 0.7 KM 2082309.1 |
 GR1584|---------------------------------------------------------------------|
 GR1584
 GR1584                          SUPERSEDED SURVEY CONTROL
 GR1584
 GR1584  NAD 83(1986)-  36 11 03.06989(N)    114 00 00.33697(W) AD(       ) 3
 GR1584  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG    3  
 GR1584
 GR1584.Superseded values are not recommended for survey control.
 GR1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1584.See file dsdata.txt to determine how the superseded data were derived.
 GR1584
 GR1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6978208550(NAD 83)
 GR1584_MARKER: DS = TRIANGULATION STATION DISK
 GR1584_SETTING: 66 = SET IN ROCK OUTCROP
 GR1584_SP_SET: SET IN ROCK OUTCROP
 GR1584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1584+STABILITY: POSITION/ELEVATION WELL
 GR1584
 GR1584  HISTORY     - Date     Condition        Report By
 GR1584  HISTORY     - 1948     MONUMENTED       USGS
 GR1584
 GR1584                          STATION DESCRIPTION
 GR1584
 GR1584'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1584'LOCATED ABOUT 0.6 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1584'CANYON.  ON SMALL TOP, ABOUT 300 FT. S. OF HIGHEST POINT OF
 GR1584'ISLAND, ABOUT 100 FT. ABOVE HIGH WATER MARK.
 GR1584'
 GR1584'TO REACH NOT GIVEN.
 GR1584'
 GR1584'STATION MARK--STANDARD TABLET STAMPED---A91 1948---, CEMENTED IN
 GR1584'ROCK OUTCROP.
 GR1584'
 GR1584'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1585 ***********************************************************************
 GR1585  DESIGNATION -  A 92
 GR1585  PID         -  GR1585
 GR1585  STATE/COUNTY-  AZ/MOHAVE
 GR1585  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1585
 GR1585                         *CURRENT SURVEY CONTROL
 GR1585  ___________________________________________________________________
 GR1585* NAD 83(1992)-  36 11 29.89182(N)    114 00 14.34609(W)     ADJUSTED  
 GR1585* NAVD 88     -       438.6    (meters)    1439.     (feet)  VERTCON   
 GR1585  ___________________________________________________________________
 GR1585  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 GR1585  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1585  HORZ ORDER  -  THIRD
 GR1585
 GR1585.The horizontal coordinates were established by classical geodetic methods
 GR1585.and adjusted by the National Geodetic Survey in August 1993.
 GR1585
 GR1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1585
 GR1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1585
 GR1585.The geoid height was determined by GEOID03.
 GR1585
 GR1585;                    North         East     Units Scale Factor Converg.
 GR1585;SPC AZ W     -   575,824.003   190,516.806   MT  0.99993976   -0 08 59.9
 GR1585;SPC AZ W     - 1,889,186.36    625,055.14   iFT  0.99993976   -0 08 59.9
 GR1585;SPC NV E     - 8,161,088.683   342,045.838   MT  1.00014853   +0 55 57.9
 GR1585;SPC NV E     -26,775,171.79  1,122,195.39   sFT  1.00014853   +0 55 57.9
 GR1585;UTM  11      - 4,009,365.502   769,406.372   MT  1.00049438   +1 46 12.6
 GR1585;UTM  12      - 4,009,387.687   229,876.748   MT  1.00049915   -1 46 29.6
 GR1585
 GR1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1585!SPC AZ W     -   0.99993539  x   0.99993976  =   0.99987515
 GR1585!SPC NV E     -   0.99993539  x   1.00014853  =   1.00008391
 GR1585!UTM  11      -   0.99993539  x   1.00049438  =   1.00042973
 GR1585!UTM  12      -   0.99993539  x   1.00049915  =   1.00043450
 GR1585
 GR1585:                Primary Azimuth Mark                     Grid Az
 GR1585:SPC AZ W     -  A 89                                     318 04 26.9
 GR1585:SPC NV E     -  A 89                                     316 59 29.1
 GR1585:UTM  11      -  A 89                                     316 09 14.4
 GR1585:UTM  12      -  A 89                                     319 41 56.6
 GR1585
 GR1585|---------------------------------------------------------------------|
 GR1585| PID    Reference Object                     Distance      Geod. Az  |
 GR1585|                                                           dddmmss.s |
 GR1585| GR1581 A 89                                APPROX. 1.2 KM 3175527.0 |
 GR1585|---------------------------------------------------------------------|
 GR1585
 GR1585                          SUPERSEDED SURVEY CONTROL
 GR1585
 GR1585  NAD 83(1986)-  36 11 29.88358(N)    114 00 14.34496(W) AD(       ) 3
 GR1585  NGVD 29 (06/27/88)  438.0    (m)         1437.     (f) VERT ANG    3  
 GR1585
 GR1585.Superseded values are not recommended for survey control.
 GR1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1585.See file dsdata.txt to determine how the superseded data were derived.
 GR1585
 GR1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6940609366(NAD 83)
 GR1585_MARKER: DS = TRIANGULATION STATION DISK
 GR1585_SETTING: 80 = SET IN A BOULDER
 GR1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1585+STABILITY: SURFACE MOTION
 GR1585
 GR1585  HISTORY     - Date     Condition        Report By
 GR1585  HISTORY     - 1948     MONUMENTED       USGS
 GR1585
 GR1585                          STATION DESCRIPTION
 GR1585
 GR1585'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1585'LOCATED ABOUT 0.2 MI SW. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1585'CANYON.  ON STEEP RIDGE, ABOUT 250 FT. ABOVE HIGH WATER MARK.
 GR1585'
 GR1585'TO REACH NOT GIVEN.
 GR1585'
 GR1585'STATION MARK--STANDARD TABLET STAMPED---A 92 1948---, CEMENTED IN
 GR1585'TOP OF BOULDER IN PLACE.
 GR1585'
 GR1585'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1263 ***********************************************************************
 CZ1263  DESIGNATION -  A 93
 CZ1263  PID         -  CZ1263
 CZ1263  STATE/COUNTY-  AZ/PINAL
 CZ1263  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1263
 CZ1263                         *CURRENT SURVEY CONTROL
 CZ1263  ___________________________________________________________________
 CZ1263* NAD 83(1986)-  32 35 18.     (N)    111 51 28.     (W)     SCALED    
 CZ1263* NAVD 88     -       475.20   (+/-2cm)    1559.1    (feet)  VERTCON   
 CZ1263  ___________________________________________________________________
 CZ1263  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1263
 CZ1263.The horizontal coordinates were scaled from a topographic map and have
 CZ1263.an estimated accuracy of +/- 6 seconds.
 CZ1263
 CZ1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1263.The vertical order pertains to the NGVD 29 superseded value.
 CZ1263
 CZ1263.The geoid height was determined by GEOID03.
 CZ1263
 CZ1263;                    North         East    Units  Estimated Accuracy
 CZ1263;SPC AZ C     -   176,100.      218,890.      MT  (+/- 180 meters Scaled)
 CZ1263
 CZ1263                          SUPERSEDED SURVEY CONTROL
 CZ1263
 CZ1263  NGVD 29 (??/??/92)  474.621  (m)         1557.15   (f) ADJ UNCH    2 0
 CZ1263
 CZ1263.Superseded values are not recommended for survey control.
 CZ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1263.See file dsdata.txt to determine how the superseded data were derived.
 CZ1263
 CZ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194059(NAD 83)
 CZ1263_MARKER: DB = BENCH MARK DISK
 CZ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1263_STAMPING: A 93 1955
 CZ1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1263+STABILITY: SURFACE MOTION
 CZ1263
 CZ1263  HISTORY     - Date     Condition        Report By
 CZ1263  HISTORY     - 1935     MONUMENTED       CGS
 CZ1263  HISTORY     - 1952     GOOD             NGS
 CZ1263
 CZ1263                          STATION DESCRIPTION
 CZ1263
 CZ1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1263'3.3 MI SE FROM JACKRABBIT.
 CZ1263'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1263'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 2.9 MILES EAST AND
 CZ1263'SOUTHEAST ALONG A TRACK ROAD, ON TOP OF A SLIGHT RIDGE, ABOUT 40 YARDS
 CZ1263'NORTH OF THE CENTER OF A GRAVEL CLEARING WHICH THE ROAD PASSES OVER,
 CZ1263'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A
 CZ1263'WITNESS POST, AOBUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 CZ1263'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0230 ***********************************************************************
 GQ0230  DESIGNATION -  A 93
 GQ0230  PID         -  GQ0230
 GQ0230  STATE/COUNTY-  AZ/MOHAVE
 GQ0230  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0230
 GQ0230                         *CURRENT SURVEY CONTROL
 GQ0230  ___________________________________________________________________
 GQ0230* NAD 83(1992)-  36 11 18.32397(N)    113 59 56.68702(W)     ADJUSTED  
 GQ0230* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GQ0230  ___________________________________________________________________
 GQ0230  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 GQ0230  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GQ0230  HORZ ORDER  -  THIRD
 GQ0230
 GQ0230.The horizontal coordinates were established by classical geodetic methods
 GQ0230.and adjusted by the National Geodetic Survey in August 1993.
 GQ0230
 GQ0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0230
 GQ0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0230
 GQ0230.The geoid height was determined by GEOID03.
 GQ0230
 GQ0230;                    North         East     Units Scale Factor Converg.
 GQ0230;SPC AZ W     -   575,466.327   190,957.070   MT  0.99993952   -0 08 49.4
 GQ0230;SPC AZ W     - 1,888,012.88    626,499.57   iFT  0.99993952   -0 08 49.4
 GQ0230;SPC NV E     - 8,160,739.316   342,492.875   MT  1.00015010   +0 56 08.0
 GQ0230;SPC NV E     -26,774,025.57  1,123,662.04   sFT  1.00015010   +0 56 08.0
 GQ0230;UTM  12      - 4,009,017.465   230,306.933   MT  1.00049628   -1 46 18.7
 GQ0230;UTM  11      - 4,009,022.588   769,858.624   MT  1.00049738   +1 46 22.6
 GQ0230
 GQ0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0230!SPC AZ W     -   0.99994386  x   0.99993952  =   0.99988338
 GQ0230!SPC NV E     -   0.99994386  x   1.00015010  =   1.00009395
 GQ0230!UTM  12      -   0.99994386  x   1.00049628  =   1.00044011
 GQ0230!UTM  11      -   0.99994386  x   1.00049738  =   1.00044121
 GQ0230
 GQ0230:                Primary Azimuth Mark                     Grid Az
 GQ0230:SPC AZ W     -  A 91                                     191 08 02.1
 GQ0230:SPC NV E     -  A 91                                     190 03 04.7
 GQ0230:UTM  12      -  A 91                                     192 45 31.4
 GQ0230:UTM  11      -  A 91                                     189 12 50.1
 GQ0230
 GQ0230|---------------------------------------------------------------------|
 GQ0230| PID    Reference Object                     Distance      Geod. Az  |
 GQ0230|                                                           dddmmss.s |
 GQ0230| GR1584 A 91                                478.693 METERS 1905912.7 |
 GQ0230|---------------------------------------------------------------------|
 GQ0230
 GQ0230                          SUPERSEDED SURVEY CONTROL
 GQ0230
 GQ0230  NAD 83(1986)-  36 11 18.31570(N)    113 59 56.68588(W) AD(       ) 3
 GQ0230  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG    3  
 GQ0230
 GQ0230.Superseded values are not recommended for survey control.
 GQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0230.See file dsdata.txt to determine how the superseded data were derived.
 GQ0230
 GQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3030709017(NAD 83)
 GQ0230_MARKER: DS = TRIANGULATION STATION DISK
 GQ0230_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0230_SP_SET: SET IN BEDROCK
 GQ0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0230+STABILITY: POSITION/ELEVATION WELL
 GQ0230
 GQ0230  HISTORY     - Date     Condition        Report By
 GQ0230  HISTORY     - 1948     MONUMENTED       USGS
 GQ0230
 GQ0230                          STATION DESCRIPTION
 GQ0230
 GQ0230'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0230'LOCATED ABOUT 0.4 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0230'CANYON.  ON EAST SIDE OF LAKE, ON PROMINENT, STEEP, ROCKY POINT,
 GQ0230'ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GQ0230'
 GQ0230'TO REACH NOT GIVEN.
 GQ0230'
 GQ0230'STATION MARK--STANDARD TABLET STAMPED---A93 1948---, CEMENTED IN
 GQ0230'BEDROCK.
 GQ0230'
 GQ0230'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0668 ***********************************************************************
 CZ0668  DESIGNATION -  A 94
 CZ0668  PID         -  CZ0668
 CZ0668  STATE/COUNTY-  AZ/PIMA
 CZ0668  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0668
 CZ0668                         *CURRENT SURVEY CONTROL
 CZ0668  ___________________________________________________________________
 CZ0668* NAD 83(1986)-  32 11 43.     (N)    111 17 57.     (W)     SCALED    
 CZ0668* NAVD 88     -       706.59   (+/-2cm)    2318.2    (feet)  VERTCON   
 CZ0668  ___________________________________________________________________
 CZ0668  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0668
 CZ0668.The horizontal coordinates were scaled from a topographic map and have
 CZ0668.an estimated accuracy of +/- 6 seconds.
 CZ0668
 CZ0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0668.The vertical order pertains to the NGVD 29 superseded value.
 CZ0668
 CZ0668.The geoid height was determined by GEOID03.
 CZ0668
 CZ0668;                    North         East    Units  Estimated Accuracy
 CZ0668;SPC AZ C     -   132,690.      271,580.      MT  (+/- 180 meters Scaled)
 CZ0668
 CZ0668                          SUPERSEDED SURVEY CONTROL
 CZ0668
 CZ0668  NGVD 29 (??/??/92)  705.954  (m)         2316.12   (f) ADJ UNCH    2 0
 CZ0668
 CZ0668.Superseded values are not recommended for survey control.
 CZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0668.See file dsdata.txt to determine how the superseded data were derived.
 CZ0668
 CZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA718621(NAD 83)
 CZ0668_MARKER: DB = BENCH MARK DISK
 CZ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0668_STAMPING: A 94 1935
 CZ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0668+STABILITY: SURFACE MOTION
 CZ0668
 CZ0668  HISTORY     - Date     Condition        Report By
 CZ0668  HISTORY     - 1935     MONUMENTED       CGS
 CZ0668  HISTORY     - 1951     GOOD             NGS
 CZ0668  HISTORY     - 1975     GOOD             USGS
 CZ0668
 CZ0668                          STATION DESCRIPTION
 CZ0668
 CZ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0668'24.0 MI W FROM TUCSON.
 CZ0668'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0668'HIGHWAY 86, THENCE 3.8 MILES NORTHWEST ALONG A DIRT ROAD TO A WATER
 CZ0668'TANK AT PHILLIPS RANCH, THENCE 4.4 MILES WEST AND NORTH TO A T
 CZ0668'JUNCTION OF A DIM TRACK ROAD LEADING NORTH, THENCE 0.5 MILE NORTH TO
 CZ0668'THE EAST-WEST FENCE AT THE EDGE OF AN INDIAN RESERVATION, THENCE 1.4
 CZ0668'MILES WEST ALONG THE SOUTH SIDE OF THE FENCE TO THE GARCRA RANCH
 CZ0668'HOUSE, THENCE 0.1 MILE WEST TO THE SECOND TRACK ROAD LEADING
 CZ0668'NORTHWEST, THENCE 0.25 MILE NORTHWEST, 0.55 MILE SOUTHEAST OF A Y
 CZ0668'JUNCTION OF A TRACK ROAD LEADING WEST, 0.35 MILE NORTHWEST OF THE
 CZ0668'GARCIA RANCH HOUSE, 0.25 MILE NORTHWEST OF A Y JUNCTION OF A TRACK
 CZ0668'ROAD LEADING WEST, 30 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 CZ0668'THE CENTER OF A T JUNCTION OF A ROAD LEADING NORTHEAST, 15 FEET
 CZ0668'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 3.4 FEET
 CZ0668'EAST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 CZ0668'SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
 CZ0668
 CZ0668                          STATION RECOVERY (1975)
 CZ0668
 CZ0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0668'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0668'(N.) 4.3 MI ON SANDARIO RD. TO T-RD. TURN LEFT (W.) 4.2 MI TO
 CZ0668'DONALDSON RANCH. CONTINUE WEST-SOUTHWEST 0.9 MI TO RD. FORK. TURN
 CZ0668'RIGHT (W.) 0.15 MI TO X-RDS. TURN RIGHT (N.) THROUGH INDIAN
 CZ0668'RESERVATION GATE 1.2 MI TO GARCIA RANCH HOUSE. CONTINUE 0.35 MI NW.
 CZ0668'ON MAIN RD. TO POINT (0.1 MI SE. OF RD. FORK). 19 FT SW. OF RD. SET
 CZ0668'IN TOP OF CONCRETE POST PROJECTING 0.4 FT. NGS DISK STAMPED A 94
 CZ0668'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0231 ***********************************************************************
 GQ0231  DESIGNATION -  A 94
 GQ0231  PID         -  GQ0231
 GQ0231  STATE/COUNTY-  AZ/MOHAVE
 GQ0231  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0231
 GQ0231                         *CURRENT SURVEY CONTROL
 GQ0231  ___________________________________________________________________
 GQ0231* NAD 83(1992)-  36 10 58.33430(N)    113 59 45.08689(W)     ADJUSTED  
 GQ0231* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GQ0231  ___________________________________________________________________
 GQ0231  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 GQ0231  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GQ0231  HORZ ORDER  -  THIRD
 GQ0231
 GQ0231.The horizontal coordinates were established by classical geodetic methods
 GQ0231.and adjusted by the National Geodetic Survey in August 1993.
 GQ0231
 GQ0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0231
 GQ0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0231
 GQ0231.The geoid height was determined by GEOID03.
 GQ0231
 GQ0231;                    North         East     Units Scale Factor Converg.
 GQ0231;SPC AZ W     -   574,849.488   191,245.329   MT  0.99993936   -0 08 42.5
 GQ0231;SPC AZ W     - 1,885,989.13    627,445.31   iFT  0.99993936   -0 08 42.5
 GQ0231;SPC NV E     - 8,160,127.904   342,792.800   MT  1.00015116   +0 56 14.5
 GQ0231;SPC NV E     -26,772,019.63  1,124,646.04   sFT  1.00015116   +0 56 14.5
 GQ0231;UTM  12      - 4,008,392.353   230,577.738   MT  1.00049449   -1 46 11.0
 GQ0231;UTM  11      - 4,008,415.412   770,167.559   MT  1.00049944   +1 46 28.6
 GQ0231
 GQ0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0231!SPC AZ W     -   0.99994292  x   0.99993936  =   0.99988228
 GQ0231!SPC NV E     -   0.99994292  x   1.00015116  =   1.00009407
 GQ0231!UTM  12      -   0.99994292  x   1.00049449  =   1.00043738
 GQ0231!UTM  11      -   0.99994292  x   1.00049944  =   1.00044233
 GQ0231
 GQ0231:                Primary Azimuth Mark                     Grid Az
 GQ0231:SPC AZ W     -  A 97                                     186 54 45.2
 GQ0231:SPC NV E     -  A 97                                     185 49 48.2
 GQ0231:UTM  12      -  A 97                                     188 32 13.7
 GQ0231:UTM  11      -  A 97                                     184 59 34.1
 GQ0231
 GQ0231|---------------------------------------------------------------------|
 GQ0231| PID    Reference Object                     Distance      Geod. Az  |
 GQ0231|                                                           dddmmss.s |
 GQ0231| GQ0233 A 97                                APPROX. 1.2 KM 1864602.7 |
 GQ0231| GR1584 A 91                                408.177 METERS 2905933.6 |
 GQ0231|---------------------------------------------------------------------|
 GQ0231
 GQ0231                          SUPERSEDED SURVEY CONTROL
 GQ0231
 GQ0231  NAD 83(1986)-  36 10 58.32599(N)    113 59 45.08571(W) AD(       ) 3
 GQ0231  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG    3  
 GQ0231
 GQ0231.Superseded values are not recommended for survey control.
 GQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0231.See file dsdata.txt to determine how the superseded data were derived.
 GQ0231
 GQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3057808392(NAD 83)
 GQ0231_MARKER: DS = TRIANGULATION STATION DISK
 GQ0231_SETTING: 80 = SET IN A BOULDER
 GQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0231+STABILITY: SURFACE MOTION
 GQ0231
 GQ0231  HISTORY     - Date     Condition        Report By
 GQ0231  HISTORY     - 1948     MONUMENTED       USGS
 GQ0231
 GQ0231                          STATION DESCRIPTION
 GQ0231
 GQ0231'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0231'LOCATED ABOUT 0.8 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0231'CANYON, ABOUT 0.2 MI E. OF ISLAND.  ON EAST SIDE OF LAKE, ON SMALL
 GQ0231'TOP, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GQ0231'
 GQ0231'TO REACH NOT GIVEN.
 GQ0231'
 GQ0231'STATION MARK--STANDARD TABLET STAMPED---A94 1948---, CEMENTED IN
 GQ0231'TOP OF BOULDER IN PLACE.
 GQ0231'
 GQ0231'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0595 ***********************************************************************
 FR0595  DESIGNATION -  A 95
 FR0595  PID         -  FR0595
 FR0595  STATE/COUNTY-  AZ/MOHAVE
 FR0595  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0595
 FR0595                         *CURRENT SURVEY CONTROL
 FR0595  ___________________________________________________________________
 FR0595* NAD 83(1986)-  35 57 45.     (N)    113 58 56.     (W)     SCALED    
 FR0595* NAVD 88     -      1796.354  (meters)    5893.54   (feet)  POSTED    
 FR0595  ___________________________________________________________________
 FR0595  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FR0595  DYNAMIC HT  -        1794.310 (meters)    5886.83  (feet)  COMP
 FR0595  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 FR0595
 FR0595  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0595
 FR0595.The horizontal coordinates were scaled from a topographic map and have
 FR0595.an estimated accuracy of +/- 6 seconds.
 FR0595
 FR0595.The orthometric height was determined by differential leveling
 FR0595.and adjusted by the  in 1992.
 FR0595.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0595.was located on a no-check spur therefore a value was not computed.
 FR0595.No vertical observational check was made to the station.
 FR0595
 FR0595.The geoid height was determined by GEOID03.
 FR0595
 FR0595.The dynamic height is computed by dividing the NAVD 88
 FR0595.geopotential number by the normal gravity value computed on the
 FR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0595.degrees latitude (g = 980.6199 gals.).
 FR0595
 FR0595.The modeled gravity was interpolated from observed gravity values.
 FR0595
 FR0595;                    North         East    Units  Estimated Accuracy
 FR0595;SPC AZ W     -   550,400.      192,410.      MT  (+/- 180 meters Scaled)
 FR0595
 FR0595                          SUPERSEDED SURVEY CONTROL
 FR0595
 FR0595  NGVD 29 (??/??/92) 1795.635  (m)         5891.18   (f) ADJ UNCH    2 0
 FR0595
 FR0595.Superseded values are not recommended for survey control.
 FR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0595.See file dsdata.txt to determine how the superseded data were derived.
 FR0595
 FR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE310839(NAD 83)
 FR0595_MARKER: DB = BENCH MARK DISK
 FR0595_SETTING: 66 = SET IN ROCK OUTCROP
 FR0595_SP_SET: ROCK OUTCROP
 FR0595_STAMPING: A 95 1935
 FR0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0595+STABILITY: POSITION/ELEVATION WELL
 FR0595
 FR0595  HISTORY     - Date     Condition        Report By
 FR0595  HISTORY     - 1935     MONUMENTED       CGS
 FR0595
 FR0595                          STATION DESCRIPTION
 FR0595
 FR0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0595'59.8 MI NW FROM PEACH SPRINGS.
 FR0595'ABOUT 59.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0595'COUNTY, THENCE ABOUT 0.8 MILE NORTH ALONG THE WEST BOUNDARY FENCE OF
 FR0595'HUALPAI INDIAN RESERVATION, THENCE ABOUT 3.1 MILES WEST ALONG A TRUCK
 FR0595'TRAIL TO BENCH MARK Z 130, DESCRIBED ABOVE, AND THENCE ABOUT 3.0 MILES
 FR0595'NORTHWEST TO THE TOP OF THE WEST POINT OF GRAND WASH CLIFFS, ABOUT 65
 FR0595'FEET EAST OF TRIANGULATION STATION RAMPART, DESCRIBED BELOW, IN THE
 FR0595'TOP OF THE EAST EDGE OF A ROCK OUTCROP FORMING THE BASE OF A RAMPART
 FR0595'EFFECT, AND ABOUT 15 FEET LOWER THAN THE STATION MARK. A STANDARD
 FR0595'DISK, STAMPED A 95 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1586 ***********************************************************************
 GR1586  DESIGNATION -  A 95
 GR1586  PID         -  GR1586
 GR1586  STATE/COUNTY-  AZ/MOHAVE
 GR1586  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1586
 GR1586                         *CURRENT SURVEY CONTROL
 GR1586  ___________________________________________________________________
 GR1586* NAD 83(1992)-  36 10 44.33998(N)    114 00 12.82782(W)     ADJUSTED  
 GR1586* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 GR1586  ___________________________________________________________________
 GR1586  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 GR1586  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR1586  HORZ ORDER  -  THIRD
 GR1586
 GR1586.The horizontal coordinates were established by classical geodetic methods
 GR1586.and adjusted by the National Geodetic Survey in August 1993.
 GR1586
 GR1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1586
 GR1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1586
 GR1586.The geoid height was determined by GEOID03.
 GR1586
 GR1586;                    North         East     Units Scale Factor Converg.
 GR1586;SPC AZ W     -   574,419.953   190,551.069   MT  0.99993974   -0 08 58.9
 GR1586;SPC AZ W     - 1,884,579.90    625,167.55   iFT  0.99993974   -0 08 58.9
 GR1586;SPC NV E     - 8,159,685.238   342,106.634   MT  1.00014875   +0 55 57.8
 GR1586;SPC NV E     -26,770,567.32  1,122,394.85   sFT  1.00014875   +0 55 57.8
 GR1586;UTM  11      - 4,007,962.610   769,487.699   MT  1.00049492   +1 46 11.6
 GR1586;UTM  12      - 4,007,982.445   229,871.187   MT  1.00049919   -1 46 26.8
 GR1586
 GR1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1586!SPC AZ W     -   0.99994873  x   0.99993974  =   0.99988847
 GR1586!SPC NV E     -   0.99994873  x   1.00014875  =   1.00009747
 GR1586!UTM  11      -   0.99994873  x   1.00049492  =   1.00044362
 GR1586!UTM  12      -   0.99994873  x   1.00049919  =   1.00044789
 GR1586
 GR1586:                Primary Azimuth Mark                     Grid Az
 GR1586:SPC AZ W     -  A 91                                     028 32 00.6
 GR1586:SPC NV E     -  A 91                                     027 27 03.9
 GR1586:UTM  11      -  A 91                                     026 36 50.1
 GR1586:UTM  12      -  A 91                                     030 09 28.5
 GR1586
 GR1586|---------------------------------------------------------------------|
 GR1586| PID    Reference Object                     Distance      Geod. Az  |
 GR1586|                                                           dddmmss.s |
 GR1586| GR1584 A 91                                APPROX. 0.7 KM 0282301.7 |
 GR1586|---------------------------------------------------------------------|
 GR1586
 GR1586                          SUPERSEDED SURVEY CONTROL
 GR1586
 GR1586  NAD 83(1986)-  36 10 44.33164(N)    114 00 12.82670(W) AD(       ) 3
 GR1586  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG    3  
 GR1586
 GR1586.Superseded values are not recommended for survey control.
 GR1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1586.See file dsdata.txt to determine how the superseded data were derived.
 GR1586
 GR1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6948807963(NAD 83)
 GR1586_MARKER: DS = TRIANGULATION STATION DISK
 GR1586_SETTING: 66 = SET IN ROCK OUTCROP
 GR1586_SP_SET: SET IN BEDROCK
 GR1586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1586+STABILITY: POSITION/ELEVATION WELL
 GR1586
 GR1586  HISTORY     - Date     Condition        Report By
 GR1586  HISTORY     - 1948     MONUMENTED       USGS
 GR1586
 GR1586                          STATION DESCRIPTION
 GR1586
 GR1586'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1586'LOCATED ABOUT 1.1 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1586'CANYON.  ON WEST SIDE OF LAKE, ON SHARP POINT ABOUT EVEN WITH HIGH
 GR1586'WATER MARK.
 GR1586'
 GR1586'TO REACH NOT GIVEN.
 GR1586'
 GR1586'STATION MARK--STANDARD TABLET STAMPED---A 95 1948---, CEMENTED IN
 GR1586'BEDROCK.
 GR1586'
 GR1586'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0646 ***********************************************************************
 FR0646  DESIGNATION -  A 96
 FR0646  PID         -  FR0646
 FR0646  STATE/COUNTY-  AZ/MOHAVE
 FR0646  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0646
 FR0646                         *CURRENT SURVEY CONTROL
 FR0646  ___________________________________________________________________
 FR0646* NAD 83(1986)-  35 36 42.     (N)    113 41 34.     (W)     SCALED    
 FR0646* NAVD 88     -      1519.469  (meters)    4985.12   (feet)  POSTED    
 FR0646  ___________________________________________________________________
 FR0646  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FR0646  DYNAMIC HT  -        1517.580 (meters)    4978.93  (feet)  COMP
 FR0646  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 FR0646
 FR0646  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0646
 FR0646.The horizontal coordinates were scaled from a topographic map and have
 FR0646.an estimated accuracy of +/- 6 seconds.
 FR0646
 FR0646.The orthometric height was determined by differential leveling
 FR0646.and adjusted by the  in 1992.
 FR0646.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0646.rate of 0.0 thru 1.0 mm/km.
 FR0646
 FR0646.The geoid height was determined by GEOID03.
 FR0646
 FR0646.The dynamic height is computed by dividing the NAVD 88
 FR0646.geopotential number by the normal gravity value computed on the
 FR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0646.degrees latitude (g = 980.6199 gals.).
 FR0646
 FR0646.The modeled gravity was interpolated from observed gravity values.
 FR0646
 FR0646;                    North         East    Units  Estimated Accuracy
 FR0646;SPC AZ W     -   511,450.      218,540.      MT  (+/- 180 meters Scaled)
 FR0646
 FR0646                          SUPERSEDED SURVEY CONTROL
 FR0646
 FR0646  NGVD 29 (??/??/92) 1518.571  (m)         4982.18   (f) ADJ UNCH    2 0
 FR0646
 FR0646.Superseded values are not recommended for survey control.
 FR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0646.See file dsdata.txt to determine how the superseded data were derived.
 FR0646
 FR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE560442(NAD 83)
 FR0646_MARKER: DB = BENCH MARK DISK
 FR0646_SETTING: 66 = SET IN ROCK OUTCROP
 FR0646_SP_SET: ROCK LEDGE
 FR0646_STAMPING: A 96 1935
 FR0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0646+STABILITY: POSITION/ELEVATION WELL
 FR0646
 FR0646  HISTORY     - Date     Condition        Report By
 FR0646  HISTORY     - 1935     MONUMENTED       CGS
 FR0646
 FR0646                          STATION DESCRIPTION
 FR0646
 FR0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0646'18.3 MI NW FROM PEACH SPRINGS.
 FR0646'ABOUT 18.3 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0646'COUNTY, AT THE SOUTHWEST END OF A U-CURVE, 42 FEET NORTH OF THE CENTER
 FR0646'LINE OF THE ROAD, IN THE TOP OF THE UPPER LEVEL OF A ROCK LEDGE, AND
 FR0646'ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED A 96 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0232 ***********************************************************************
 GQ0232  DESIGNATION -  A 96
 GQ0232  PID         -  GQ0232
 GQ0232  STATE/COUNTY-  AZ/MOHAVE
 GQ0232  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0232
 GQ0232                         *CURRENT SURVEY CONTROL
 GQ0232  ___________________________________________________________________
 GQ0232* NAD 83(1992)-  36 10 43.07598(N)    113 59 29.91498(W)     ADJUSTED  
 GQ0232* NAVD 88     -       375.6    (meters)    1232.     (feet)  VERTCON   
 GQ0232  ___________________________________________________________________
 GQ0232  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 GQ0232  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GQ0232  HORZ ORDER  -  THIRD
 GQ0232
 GQ0232.The horizontal coordinates were established by classical geodetic methods
 GQ0232.and adjusted by the National Geodetic Survey in August 1993.
 GQ0232
 GQ0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0232
 GQ0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0232
 GQ0232.The geoid height was determined by GEOID03.
 GQ0232
 GQ0232;                    North         East     Units Scale Factor Converg.
 GQ0232;SPC AZ W     -   574,378.260   191,623.242   MT  0.99993915   -0 08 33.5
 GQ0232;SPC AZ W     - 1,884,443.11    628,685.18   iFT  0.99993915   -0 08 33.5
 GQ0232;SPC NV E     - 8,159,663.801   343,179.630   MT  1.00015252   +0 56 23.1
 GQ0232;SPC NV E     -26,770,496.99  1,125,915.17   sFT  1.00015252   +0 56 23.1
 GQ0232;UTM  12      - 4,007,910.335   230,942.342   MT  1.00049207   -1 46 01.3
 GQ0232;UTM  11      - 4,007,956.852   770,561.267   MT  1.00050207   +1 46 36.9
 GQ0232
 GQ0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0232!SPC AZ W     -   0.99994527  x   0.99993915  =   0.99988442
 GQ0232!SPC NV E     -   0.99994527  x   1.00015252  =   1.00009778
 GQ0232!UTM  12      -   0.99994527  x   1.00049207  =   1.00043731
 GQ0232!UTM  11      -   0.99994527  x   1.00050207  =   1.00044731
 GQ0232
 GQ0232:                Primary Azimuth Mark                     Grid Az
 GQ0232:SPC AZ W     -  A 97                                     216 57 27.6
 GQ0232:SPC NV E     -  A 97                                     215 52 31.0
 GQ0232:UTM  12      -  A 97                                     218 34 55.4
 GQ0232:UTM  11      -  A 97                                     215 02 17.2
 GQ0232
 GQ0232|---------------------------------------------------------------------|
 GQ0232| PID    Reference Object                     Distance      Geod. Az  |
 GQ0232|                                                           dddmmss.s |
 GQ0232| GQ0233 A 97                                APPROX. 0.9 KM 2164854.1 |
 GQ0232|---------------------------------------------------------------------|
 GQ0232
 GQ0232                          SUPERSEDED SURVEY CONTROL
 GQ0232
 GQ0232  NAD 83(1986)-  36 10 43.06766(N)    113 59 29.91379(W) AD(       ) 3
 GQ0232  NGVD 29 (06/27/88)  375.0    (m)         1230.     (f) VERT ANG    3  
 GQ0232
 GQ0232.Superseded values are not recommended for survey control.
 GQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0232.See file dsdata.txt to determine how the superseded data were derived.
 GQ0232
 GQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3094207910(NAD 83)
 GQ0232_MARKER: DS = TRIANGULATION STATION DISK
 GQ0232_SETTING: 80 = SET IN A BOULDER
 GQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0232+STABILITY: SURFACE MOTION
 GQ0232
 GQ0232  HISTORY     - Date     Condition        Report By
 GQ0232  HISTORY     - 1948     MONUMENTED       USGS
 GQ0232
 GQ0232                          STATION DESCRIPTION
 GQ0232
 GQ0232'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0232'LOCATED ABOUT 1.1 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0232'CANYON.  ON NORTH SIDE OF LAKE, ON LOW, NARROW RIDGE, ABOUT LEVEL
 GQ0232'WITH HIGH WATER MARK.
 GQ0232'
 GQ0232'TO REACH NOT GIVEN.
 GQ0232'
 GQ0232'STATION MARK--STANDARD TABLET STAMPED---A96 1948---, CEMENTED IN
 GQ0232'TOP OF BOULDER IN PLACE.
 GQ0232'
 GQ0232'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0637 ***********************************************************************
 FR0637  DESIGNATION -  A 97
 FR0637  PID         -  FR0637
 FR0637  STATE/COUNTY-  AZ/MOHAVE
 FR0637  USGS QUAD   -  SPENCER CANYON (1967)
 FR0637
 FR0637                         *CURRENT SURVEY CONTROL
 FR0637  ___________________________________________________________________
 FR0637* NAD 83(1986)-  35 47 11.     (N)    113 40 31.     (W)     SCALED    
 FR0637* NAVD 88     -       810.082  (meters)    2657.74   (feet)  POSTED    
 FR0637  ___________________________________________________________________
 FR0637  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FR0637  DYNAMIC HT  -         809.070 (meters)    2654.42  (feet)  COMP
 FR0637  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 FR0637
 FR0637  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0637
 FR0637.The horizontal coordinates were scaled from a topographic map and have
 FR0637.an estimated accuracy of +/- 6 seconds.
 FR0637
 FR0637.The orthometric height was determined by differential leveling
 FR0637.and adjusted by the  in 1992.
 FR0637.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0637.was located on a no-check spur therefore a value was not computed.
 FR0637.No vertical observational check was made to the station.
 FR0637
 FR0637.The geoid height was determined by GEOID03.
 FR0637
 FR0637.The dynamic height is computed by dividing the NAVD 88
 FR0637.geopotential number by the normal gravity value computed on the
 FR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0637.degrees latitude (g = 980.6199 gals.).
 FR0637
 FR0637.The modeled gravity was interpolated from observed gravity values.
 FR0637
 FR0637;                    North         East    Units  Estimated Accuracy
 FR0637;SPC AZ W     -   530,830.      220,120.      MT  (+/- 180 meters Scaled)
 FR0637
 FR0637                          SUPERSEDED SURVEY CONTROL
 FR0637
 FR0637  NGVD 29 (??/??/92)  809.154  (m)         2654.70   (f) ADJ UNCH    2 0
 FR0637
 FR0637.Superseded values are not recommended for survey control.
 FR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0637.See file dsdata.txt to determine how the superseded data were derived.
 FR0637
 FR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE582635(NAD 83)
 FR0637_MARKER: DB = BENCH MARK DISK
 FR0637_SETTING: 66 = SET IN ROCK OUTCROP
 FR0637_SP_SET: ROCK OUTCROP
 FR0637_STAMPING: A 97 1935
 FR0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0637+STABILITY: POSITION/ELEVATION WELL
 FR0637
 FR0637  HISTORY     - Date     Condition        Report By
 FR0637  HISTORY     - 1935     MONUMENTED       CGS
 FR0637
 FR0637                          STATION DESCRIPTION
 FR0637
 FR0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0637'26.9 MI NW FROM PEACH SPRINGS.
 FR0637'ABOUT 26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0637'COUNTY, THENCE ABOUT 10.9 MILES NORTHEAST ALONG THE INDIAN GARDEN AND
 FR0637'COLORADO RIVER ROAD AND TRAIL, AT MUTTIWITTI CANYON, ABOUT 0.8 MILE
 FR0637'SOUTHWEST OF THE CORNER OF SECS. 21, 22, 27, AND 28, T.28 N., R. 13W.,
 FR0637'ABOUT 0.5 MILE WEST OF THE EDGE OF A LARGE CANYON, ABOUT 50 YARDS
 FR0637'SOUTHWEST OF A SPRING AND A STAND OF COTTONWOOD TREES, 8 FEET SOUTH OF
 FR0637'THE CENTER LINE OF THE PACK TRAIL AT THE NORTH EDGE OF A ROCK OUTCROP,
 FR0637'AND IN THE TOP OF A LARGE BLACK BOULDER.  A STANDARD DISK, STAMPED A
 FR0637'97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0233 ***********************************************************************
 GQ0233  DESIGNATION -  A 97
 GQ0233  PID         -  GQ0233
 GQ0233  STATE/COUNTY-  AZ/MOHAVE
 GQ0233  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0233
 GQ0233                         *CURRENT SURVEY CONTROL
 GQ0233  ___________________________________________________________________
 GQ0233* NAD 83(1992)-  36 10 20.66987(N)    113 59 50.59940(W)     ADJUSTED  
 GQ0233* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 GQ0233  ___________________________________________________________________
 GQ0233  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 GQ0233  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GQ0233  HORZ ORDER  -  THIRD
 GQ0233
 GQ0233.The horizontal coordinates were established by classical geodetic methods
 GQ0233.and adjusted by the National Geodetic Survey in August 1993.
 GQ0233
 GQ0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0233
 GQ0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0233
 GQ0233.The geoid height was determined by GEOID03.
 GQ0233
 GQ0233;                    North         East     Units Scale Factor Converg.
 GQ0233;SPC AZ W     -   573,688.986   191,104.635   MT  0.99993943   -0 08 45.6
 GQ0233;SPC AZ W     - 1,882,181.71    626,983.71   iFT  0.99993943   -0 08 45.6
 GQ0233;SPC NV E     - 8,158,964.706   342,674.027   MT  1.00015074   +0 56 10.4
 GQ0233;SPC NV E     -26,768,203.37  1,124,256.37   sFT  1.00015074   +0 56 10.4
 GQ0233;UTM  12      - 4,007,235.664   230,404.108   MT  1.00049564   -1 46 12.6
 GQ0233;UTM  11      - 4,007,250.198   770,065.759   MT  1.00049877   +1 46 23.8
 GQ0233
 GQ0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0233!SPC AZ W     -   0.99994386  x   0.99993943  =   0.99988329
 GQ0233!SPC NV E     -   0.99994386  x   1.00015074  =   1.00009459
 GQ0233!UTM  12      -   0.99994386  x   1.00049564  =   1.00043947
 GQ0233!UTM  11      -   0.99994386  x   1.00049877  =   1.00044260
 GQ0233
 GQ0233:                Primary Azimuth Mark                     Grid Az
 GQ0233:SPC AZ W     -  A 95                                     322 51 47.2
 GQ0233:SPC NV E     -  A 95                                     321 46 51.2
 GQ0233:UTM  12      -  A 95                                     324 29 14.2
 GQ0233:UTM  11      -  A 95                                     320 56 37.8
 GQ0233
 GQ0233|---------------------------------------------------------------------|
 GQ0233| PID    Reference Object                     Distance      Geod. Az  |
 GQ0233|                                                           dddmmss.s |
 GQ0233| GR1586 A 95                                APPROX. 0.9 KM 3224301.6 |
 GQ0233|---------------------------------------------------------------------|
 GQ0233
 GQ0233                          SUPERSEDED SURVEY CONTROL
 GQ0233
 GQ0233  NAD 83(1986)-  36 10 20.66151(N)    113 59 50.59822(W) AD(       ) 3
 GQ0233  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG    3  
 GQ0233
 GQ0233.Superseded values are not recommended for survey control.
 GQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0233.See file dsdata.txt to determine how the superseded data were derived.
 GQ0233
 GQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3040407236(NAD 83)
 GQ0233_MARKER: DS = TRIANGULATION STATION DISK
 GQ0233_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0233_SP_SET: SET IN BEDROCK
 GQ0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0233+STABILITY: POSITION/ELEVATION WELL
 GQ0233
 GQ0233  HISTORY     - Date     Condition        Report By
 GQ0233  HISTORY     - 1948     MONUMENTED       USGS
 GQ0233
 GQ0233                          STATION DESCRIPTION
 GQ0233
 GQ0233'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0233'LOCATED ABOUT 1.5 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0233'CANYON.  ON SOUTH SIDE OF LAKE, ON NORTHEAST END OF ISLAND, ABOUT
 GQ0233'5 FT. BELOW HIGH WATER MARK.
 GQ0233'
 GQ0233'TO REACH NOT GIVEN.
 GQ0233'
 GQ0233'STATION MARK--STANDARD TABLET STAMPED---A97 1948---, CEMENTED IN
 GQ0233'BEDROCK.
 GQ0233'
 GQ0233'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0102 ***********************************************************************
 ET0102  DESIGNATION -  A 98
 ET0102  PID         -  ET0102
 ET0102  STATE/COUNTY-  AZ/YAVAPAI
 ET0102  USGS QUAD   -  HELL POINT (1979)
 ET0102
 ET0102                         *CURRENT SURVEY CONTROL
 ET0102  ___________________________________________________________________
 ET0102* NAD 83(1986)-  34 57 28.     (N)    112 16 25.     (W)     SCALED    
 ET0102* NAVD 88     -      1358.73   (+/-2cm)    4457.8    (feet)  VERTCON   
 ET0102  ___________________________________________________________________
 ET0102  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ET0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0102
 ET0102.The horizontal coordinates were scaled from a topographic map and have
 ET0102.an estimated accuracy of +/- 6 seconds.
 ET0102
 ET0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0102.The vertical order pertains to the NGVD 29 superseded value.
 ET0102
 ET0102.The geoid height was determined by GEOID03.
 ET0102
 ET0102;                    North         East    Units  Estimated Accuracy
 ET0102;SPC AZ C     -   438,950.      180,760.      MT  (+/- 180 meters Scaled)
 ET0102
 ET0102                          SUPERSEDED SURVEY CONTROL
 ET0102
 ET0102  NGVD 29 (??/??/92) 1357.954  (m)         4455.22   (f) ADJ UNCH    2 0
 ET0102
 ET0102.Superseded values are not recommended for survey control.
 ET0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0102.See file dsdata.txt to determine how the superseded data were derived.
 ET0102
 ET0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD837691(NAD 83)
 ET0102_MARKER: DB = BENCH MARK DISK
 ET0102_SETTING: 66 = SET IN ROCK OUTCROP
 ET0102_SP_SET: ROCK OUTCROP
 ET0102_STAMPING: A 98
 ET0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0102+STABILITY: POSITION/ELEVATION WELL
 ET0102
 ET0102  HISTORY     - Date     Condition        Report By
 ET0102  HISTORY     - UNK      MONUMENTED       CGS
 ET0102  HISTORY     - 1935     GOOD             NGS
 ET0102
 ET0102                          STATION DESCRIPTION
 ET0102
 ET0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0102'8.9 MI SE FROM DRAKE.
 ET0102'8.9 MI. S.E. ALONG AT AND SF R.R. (8.7 MI. N.E. OF PERKINSVILLE) 2.5
 ET0102'MI. N. W. OF BEAR, 0.3 MI. E. OF CROSSING (ROAD AND RAILWAY), 0.2 MI.
 ET0102'W. OF A CORRAL ON THE N. SIDE OF TRACKS, 175 YDS. E. OF THE CENTER
 ET0102'LINE OF A ROAD, ON N. SIDE OF TRACK AND 118 FT. N.E. OF A LARGE
 ET0102'JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1587 ***********************************************************************
 GR1587  DESIGNATION -  A 98
 GR1587  PID         -  GR1587
 GR1587  STATE/COUNTY-  AZ/MOHAVE
 GR1587  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1587
 GR1587                         *CURRENT SURVEY CONTROL
 GR1587  ___________________________________________________________________
 GR1587* NAD 83(1992)-  36 10 18.24302(N)    114 00 08.07690(W)     ADJUSTED  
 GR1587* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1587  ___________________________________________________________________
 GR1587  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 GR1587  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR1587  HORZ ORDER  -  THIRD
 GR1587
 GR1587.The horizontal coordinates were established by classical geodetic methods
 GR1587.and adjusted by the National Geodetic Survey in August 1993.
 GR1587
 GR1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1587
 GR1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1587
 GR1587.The geoid height was determined by GEOID03.
 GR1587
 GR1587;                    North         East     Units Scale Factor Converg.
 GR1587;SPC AZ W     -   573,615.313   190,667.691   MT  0.99993968   -0 08 56.0
 GR1587;SPC AZ W     - 1,881,940.00    625,550.17   iFT  0.99993968   -0 08 56.0
 GR1587;SPC NV E     - 8,158,882.775   342,238.461   MT  1.00014921   +0 55 60.0
 GR1587;SPC NV E     -26,767,934.57  1,122,827.35   sFT  1.00014921   +0 55 60.0
 GR1587;UTM  11      - 4,007,161.882   769,631.285   MT  1.00049588   +1 46 13.3
 GR1587;UTM  12      - 4,007,174.370   229,965.006   MT  1.00049856   -1 46 22.9
 GR1587
 GR1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1587!SPC AZ W     -   0.99994684  x   0.99993968  =   0.99988653
 GR1587!SPC NV E     -   0.99994684  x   1.00014921  =   1.00009605
 GR1587!UTM  11      -   0.99994684  x   1.00049588  =   1.00044270
 GR1587!UTM  12      -   0.99994684  x   1.00049856  =   1.00044538
 GR1587
 GR1587                          SUPERSEDED SURVEY CONTROL
 GR1587
 GR1587  NAD 83(1986)-  36 10 18.23466(N)    114 00 08.07576(W) AD(       ) 3
 GR1587  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG    3  
 GR1587
 GR1587.Superseded values are not recommended for survey control.
 GR1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1587.See file dsdata.txt to determine how the superseded data were derived.
 GR1587
 GR1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6963107162(NAD 83)
 GR1587_MARKER: DS = TRIANGULATION STATION DISK
 GR1587_SETTING: 80 = SET IN A BOULDER
 GR1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1587+STABILITY: SURFACE MOTION
 GR1587
 GR1587  HISTORY     - Date     Condition        Report By
 GR1587  HISTORY     - 1948     MONUMENTED       USGS
 GR1587
 GR1587                          STATION DESCRIPTION
 GR1587
 GR1587'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1587'NOT OCCUPIED.
 GR1587'
 GR1587'LOCATED ABOUT 1.5 MI S. OF N.P.S. LIGHT BASE IN GRAND WASH
 GR1587'CANYON.  ON WEST SIDE OF LAKE, ON NORTH END OF RIDGE, ABOUT 10 FT.
 GR1587'ABOVE HIGH WATER MARK.
 GR1587'
 GR1587'STATION MARK--STANDARD TABLET STAMPED---A 98 1948---, CEMENTED IN
 GR1587'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0157 ***********************************************************************
 EU0157  DESIGNATION -  A 99
 EU0157  PID         -  EU0157
 EU0157  STATE/COUNTY-  AZ/LA PAZ
 EU0157  USGS QUAD   -  PARKER (1975)
 EU0157
 EU0157                         *CURRENT SURVEY CONTROL
 EU0157  ___________________________________________________________________
 EU0157* NAD 83(1986)-  34 08 51.     (N)    114 17 11.     (W)     SCALED    
 EU0157* NAVD 88     -       128.52   (+/-2cm)     421.7    (feet)  VERTCON   
 EU0157  ___________________________________________________________________
 EU0157  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EU0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0157
 EU0157.The horizontal coordinates were scaled from a topographic map and have
 EU0157.an estimated accuracy of +/- 6 seconds.
 EU0157
 EU0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0157.The vertical order pertains to the NGVD 29 superseded value.
 EU0157
 EU0157.The geoid height was determined by GEOID03.
 EU0157
 EU0157;                    North         East    Units  Estimated Accuracy
 EU0157;SPC AZ W     -   349,160.      163,900.      MT  (+/- 180 meters Scaled)
 EU0157
 EU0157                          SUPERSEDED SURVEY CONTROL
 EU0157
 EU0157  NGVD 29 (??/??/??)  127.918  (m)          419.68   (f) ADJUSTED    2 0
 EU0157
 EU0157.Superseded values are not recommended for survey control.
 EU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0157.See file dsdata.txt to determine how the superseded data were derived.
 EU0157
 EU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT501818(NAD 83)
 EU0157_MARKER: DB = BENCH MARK DISK
 EU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0157_STAMPING: A 99 1935
 EU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0157+STABILITY: SURFACE MOTION
 EU0157
 EU0157  HISTORY     - Date     Condition        Report By
 EU0157  HISTORY     - 1935     MONUMENTED       CGS
 EU0157  HISTORY     - 1970     GOOD             USGS
 EU0157
 EU0157                          STATION DESCRIPTION
 EU0157
 EU0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0157'AT PARKER.
 EU0157'AT PARKER, YUMA COUNTY, 36 FEET SOUTHEAST OF THE SOUTHEAST
 EU0157'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 EU0157'AND 28 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A
 EU0157'STANDARD DISK, STAMPED A 99 1935 AND SET IN THE TOP OF A CONCRETE
 EU0157'POST.
 EU0157
 EU0157                          STATION RECOVERY (1970)
 EU0157
 EU0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0234 ***********************************************************************
 GQ0234  DESIGNATION -  A 99
 GQ0234  PID         -  GQ0234
 GQ0234  STATE/COUNTY-  AZ/MOHAVE
 GQ0234  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0234
 GQ0234                         *CURRENT SURVEY CONTROL
 GQ0234  ___________________________________________________________________
 GQ0234* NAD 83(1992)-  36 10 24.65015(N)    113 58 52.60640(W)     ADJUSTED  
 GQ0234* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GQ0234  ___________________________________________________________________
 GQ0234  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 GQ0234  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GQ0234  HORZ ORDER  -  THIRD
 GQ0234
 GQ0234.The horizontal coordinates were established by classical geodetic methods
 GQ0234.and adjusted by the National Geodetic Survey in August 1993.
 GQ0234
 GQ0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0234
 GQ0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0234
 GQ0234.The geoid height was determined by GEOID03.
 GQ0234
 GQ0234;                    North         East     Units Scale Factor Converg.
 GQ0234;SPC AZ W     -   573,808.089   192,554.128   MT  0.99993867   -0 08 11.4
 GQ0234;SPC AZ W     - 1,882,572.47    631,739.27   iFT  0.99993867   -0 08 11.4
 GQ0234;SPC NV E     - 8,159,111.196   344,121.323   MT  1.00015585   +0 56 44.7
 GQ0234;SPC NV E     -26,768,683.98  1,129,004.71   sFT  1.00015585   +0 56 44.7
 GQ0234;UTM  12      - 4,007,313.678   231,857.196   MT  1.00048601   -1 45 38.5
 GQ0234;UTM  11      - 4,007,417.875   771,511.266   MT  1.00050841   +1 46 58.2
 GQ0234
 GQ0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0234!SPC AZ W     -   0.99994495  x   0.99993867  =   0.99988362
 GQ0234!SPC NV E     -   0.99994495  x   1.00015585  =   1.00010079
 GQ0234!UTM  12      -   0.99994495  x   1.00048601  =   1.00043093
 GQ0234!UTM  11      -   0.99994495  x   1.00050841  =   1.00045333
 GQ0234
 GQ0234:                Primary Azimuth Mark                     Grid Az
 GQ0234:SPC AZ W     -  A 100                                    224 23 12.5
 GQ0234:SPC NV E     -  A 100                                    223 18 16.4
 GQ0234:UTM  12      -  A 100                                    226 00 39.6
 GQ0234:UTM  11      -  A 100                                    222 28 02.9
 GQ0234
 GQ0234|---------------------------------------------------------------------|
 GQ0234| PID    Reference Object                     Distance      Geod. Az  |
 GQ0234|                                                           dddmmss.s |
 GQ0234| GQ0213 A 100                               APPROX. 0.8 KM 2241501.1 |
 GQ0234|---------------------------------------------------------------------|
 GQ0234
 GQ0234                          SUPERSEDED SURVEY CONTROL
 GQ0234
 GQ0234  NAD 83(1986)-  36 10 24.64181(N)    113 58 52.60513(W) AD(       ) 3
 GQ0234  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GQ0234
 GQ0234.Superseded values are not recommended for survey control.
 GQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0234.See file dsdata.txt to determine how the superseded data were derived.
 GQ0234
 GQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3185707314(NAD 83)
 GQ0234_MARKER: DS = TRIANGULATION STATION DISK
 GQ0234_SETTING: 80 = SET IN A BOULDER
 GQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0234+STABILITY: SURFACE MOTION
 GQ0234
 GQ0234  HISTORY     - Date     Condition        Report By
 GQ0234  HISTORY     - 1948     MONUMENTED       USGS
 GQ0234
 GQ0234                          STATION DESCRIPTION
 GQ0234
 GQ0234'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0234'LOCATED ABOUT 1.7 MI SE. OF N.P.S. LIGHT BASE IN GRAND WASH
 GQ0234'CANYON.  ON NORTH SIDE OF LAKE, ON END OF PROMINENT RIDGE, ABOUT
 GQ0234'15 FT. ABOVE HIGH WATER MARK.
 GQ0234'
 GQ0234'TO REACH NOT GIVEN.
 GQ0234'
 GQ0234'STATION MARK--STANDARD TABLET STAMPED---A99 1948---, CEMENTED IN
 GQ0234'TOP OF BOULDER IN PLACE.
 GQ0234'
 GQ0234'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1831 ***********************************************************************
 DU1831  DESIGNATION -  A CROSS
 DU1831  PID         -  DU1831
 DU1831  STATE/COUNTY-  AZ/GILA
 DU1831  USGS QUAD   -  MEDDLER WASH (1986)
 DU1831
 DU1831                         *CURRENT SURVEY CONTROL
 DU1831  ___________________________________________________________________
 DU1831* NAD 83(1992)-  33 43 40.15584(N)    110 59 07.43526(W)     ADJUSTED  
 DU1831* NAVD 88     -      1149.7    (meters)    3772.     (feet)  VERTCON   
 DU1831  ___________________________________________________________________
 DU1831  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 DU1831  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU1831  HORZ ORDER  -  THIRD
 DU1831
 DU1831.The horizontal coordinates were established by classical geodetic methods
 DU1831.and adjusted by the National Geodetic Survey in August 1993.
 DU1831
 DU1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1831
 DU1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1831
 DU1831.The geoid height was determined by GEOID03.
 DU1831
 DU1831;                    North         East     Units Scale Factor Converg.
 DU1831;SPC AZ E     -   302,767.808   137,487.820   MT  0.99997094   -0 27 16.6
 DU1831;SPC AZ E     -   993,332.70    451,075.52   iFT  0.99997094   -0 27 16.6
 DU1831;UTM  12      - 3,731,978.081   501,352.685   MT  0.99960002   +0 00 29.2
 DU1831
 DU1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1831!SPC AZ E     -   0.99982382  x   0.99997094  =   0.99979476
 DU1831!UTM  12      -   0.99982382  x   0.99960002  =   0.99942391
 DU1831
 DU1831:                Primary Azimuth Mark                     Grid Az
 DU1831:SPC AZ E     -  WILLOW                                   159 16 32.3
 DU1831:UTM  12      -  WILLOW                                   158 48 46.5
 DU1831
 DU1831|---------------------------------------------------------------------|
 DU1831| PID    Reference Object                     Distance      Geod. Az  |
 DU1831|                                                           dddmmss.s |
 DU1831| DU2016 WILLOW                              APPROX. 1.7 KM 1584915.7 |
 DU1831|---------------------------------------------------------------------|
 DU1831
 DU1831                          SUPERSEDED SURVEY CONTROL
 DU1831
 DU1831  NAD 83(1986)-  33 43 40.15122(N)    110 59 07.43405(W) AD(       ) 3
 DU1831  NGVD 29 (09/20/88) 1149.1    (m)         3770.     (f) VERT ANG    3  
 DU1831
 DU1831.Superseded values are not recommended for survey control.
 DU1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1831.See file dsdata.txt to determine how the superseded data were derived.
 DU1831
 DU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0135331978(NAD 83)
 DU1831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU1831_SETTING: 80 = SET IN A BOULDER
 DU1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1831+STABILITY: SURFACE MOTION
 DU1831
 DU1831  HISTORY     - Date     Condition        Report By
 DU1831  HISTORY     - 1934     MONUMENTED       USGS
 DU1831  HISTORY     - 1948     GOOD             USGS
 DU1831  HISTORY     - 1963     GOOD             USGS
 DU1831
 DU1831                          STATION DESCRIPTION
 DU1831
 DU1831'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DU1831'RECOVERED AS DESCRIBED BY USFS.
 DU1831'
 DU1831'LOCATED ABOUT 25 MI NNW. OF GLOBE, 11 MI ENE. OF ROOSEVELT DAM,
 DU1831'ABOUT 1 MI NE. OF A CROSS RANGER STATION.  ON PROMINENT HILLTOP.
 DU1831'
 DU1831'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.3 MI W. ON HWY. 60.  TURN
 DU1831'RIGHT ON APACHE TRAIL RD. 14.9 MI TO RD. FORKS.  TAKE RIGHT FORK
 DU1831'TOWARD YOUNG 4.4 MI TO SALT RIVER BRIDGE, CONTINUE 9.1 MI TO RD.
 DU1831'FORKS JUST AFTER CROSSING CATTLEGUARD.  TURN LEFT 1.1 MI TO E.J.
 DU1831'WEBB RANCH AND END OF TRUCK TRAVEL.  PACK UP STEEP HILL DIRECTLY
 DU1831'N. OF WEBB RANCH TO TOP AND STATION.  A 40-MINUTE PACK.
 DU1831'
 DU1831'STATION MARK--USFS DISK STAMPED---A CROSS 1934---, CEMENTED IN
 DU1831'ROCK.
 DU1831'
 DU1831'RMS--NONE  SET.
 DU1831
 DU1831                          STATION RECOVERY (1963)
 DU1831
 DU1831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1831'RECOVERED AS DESCRIBED BY USGS AND USFS.
 DU1831'
 DU1831'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1860 ***********************************************************************
 GR1860  DESIGNATION -  A I
 GR1860  PID         -  GR1860
 GR1860  STATE/COUNTY-  AZ/MOHAVE
 GR1860  USGS QUAD   -  HOOVER DAM (1997)
 GR1860
 GR1860                         *CURRENT SURVEY CONTROL
 GR1860  ___________________________________________________________________
 GR1860* NAD 83(1992)-  36 00 54.22410(N)    114 44 14.21705(W)     ADJUSTED  
 GR1860* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1860  ___________________________________________________________________
 GR1860  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 GR1860  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1860  HORZ ORDER  -  SECOND
 GR1860
 GR1860.The horizontal coordinates were established by classical geodetic methods
 GR1860.and adjusted by the National Geodetic Survey in August 1993.
 GR1860
 GR1860.The orthometric height was scaled from a topographic map.
 GR1860
 GR1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1860
 GR1860.The geoid height was determined by GEOID03.
 GR1860
 GR1860;                    North         East     Units Scale Factor Converg.
 GR1860;SPC AZ W     -   556,653.435   124,364.460   MT  1.00003089   -0 34 50.0
 GR1860;SPC AZ W     - 1,826,290.80    408,019.88   iFT  1.00003089   -0 34 50.0
 GR1860;SPC NV E     - 8,140,672.689   276,261.790   MT  0.99997164   +0 29 51.0
 GR1860;SPC NV E     -26,708,190.31    906,368.89   sFT  0.99997164   +0 29 51.0
 GR1860;UTM  11      - 3,987,987.319   703,911.057   MT  1.00011236   +1 19 51.4
 GR1860
 GR1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1860!SPC AZ W     -   0.99994217  x   1.00003089  =   0.99997306
 GR1860!SPC NV E     -   0.99994217  x   0.99997164  =   0.99991382
 GR1860!UTM  11      -   0.99994217  x   1.00011236  =   1.00005453
 GR1860
 GR1860                          SUPERSEDED SURVEY CONTROL
 GR1860
 GR1860  NAD 83(1986)-  36 00 54.21240(N)    114 44 14.20625(W) AD(       ) 2
 GR1860  NAD 27      -  36 00 54.28100(N)    114 44 11.26900(W) AD(       ) 2
 GR1860
 GR1860.Superseded values are not recommended for survey control.
 GR1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1860.See file dsdata.txt to determine how the superseded data were derived.
 GR1860
 GR1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0391187987(NAD 83)
 GR1860_MARKER: DS = TRIANGULATION STATION DISK
 GR1860_SETTING: 0 = UNSPECIFIED SETTING
 GR1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1860
 GR1860  HISTORY     - Date     Condition        Report By
 GR1860  HISTORY     - 1935     MONUMENTED       BOR
 GR1860  HISTORY     - 1990     GOOD             USPSQD
 GR1860
 GR1860                          STATION DESCRIPTION
 GR1860
 GR1860'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1860'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH, LOCATED
 GR1860'ON THE ARIZONA SIDE OF THE CANYON ABOUT 250 FEET DOWNSTREAM
 GR1860'FROM THE END OF HOOVER DAM, WITH A STANDARD USC AND GS STATION
 GR1860'MARK SET FLUSH WITH THE TOP OF THE PIER.
 GR1860
 GR1860                          STATION RECOVERY (1990)
 GR1860
 GR1860'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1848 ***********************************************************************
 GR1848  DESIGNATION -  A II
 GR1848  PID         -  GR1848
 GR1848  STATE/COUNTY-  AZ/MOHAVE
 GR1848  USGS QUAD   -  HOOVER DAM (1997)
 GR1848
 GR1848                         *CURRENT SURVEY CONTROL
 GR1848  ___________________________________________________________________
 GR1848* NAD 83(1992)-  36 00 53.06643(N)    114 44 15.51885(W)     ADJUSTED  
 GR1848* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1848  ___________________________________________________________________
 GR1848  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 GR1848  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1848  HORZ ORDER  -  SECOND
 GR1848
 GR1848.The horizontal coordinates were established by classical geodetic methods
 GR1848.and adjusted by the National Geodetic Survey in August 1993.
 GR1848
 GR1848.The orthometric height was scaled from a topographic map.
 GR1848
 GR1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1848
 GR1848.The geoid height was determined by GEOID03.
 GR1848
 GR1848;                    North         East     Units Scale Factor Converg.
 GR1848;SPC AZ W     -   556,618.085   124,331.501   MT  1.00003096   -0 34 50.8
 GR1848;SPC AZ W     - 1,826,174.82    407,911.75   iFT  1.00003096   -0 34 50.8
 GR1848;SPC NV E     - 8,140,636.726   276,229.503   MT  0.99997158   +0 29 50.2
 GR1848;SPC NV E     -26,708,072.33    906,262.96   sFT  0.99997158   +0 29 50.2
 GR1848;UTM  11      - 3,987,950.886   703,879.293   MT  1.00011220   +1 19 50.6
 GR1848
 GR1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1848!SPC AZ W     -   0.99994217  x   1.00003096  =   0.99997313
 GR1848!SPC NV E     -   0.99994217  x   0.99997158  =   0.99991376
 GR1848!UTM  11      -   0.99994217  x   1.00011220  =   1.00005437
 GR1848
 GR1848|---------------------------------------------------------------------|
 GR1848| PID    Reference Object                     Distance      Geod. Az  |
 GR1848|                                                           dddmmss.s |
 GR1848| GR1856 A III                               156.800 METERS 21106     |
 GR1848| GR1853 N III                               388.703 METERS 25451     |
 GR1848| GR1852 N II                                202.287 METERS 31951     |
 GR1848|---------------------------------------------------------------------|
 GR1848
 GR1848                          SUPERSEDED SURVEY CONTROL
 GR1848
 GR1848  NAD 83(1986)-  36 00 53.05477(N)    114 44 15.50805(W) AD(       ) 2
 GR1848  NAD 27      -  36 00 53.12300(N)    114 44 12.57100(W) AD(       ) 2
 GR1848
 GR1848.Superseded values are not recommended for survey control.
 GR1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1848.See file dsdata.txt to determine how the superseded data were derived.
 GR1848
 GR1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0387987951(NAD 83)
 GR1848_MARKER: DS = TRIANGULATION STATION DISK
 GR1848_SETTING: 0 = UNSPECIFIED SETTING
 GR1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1848
 GR1848  HISTORY     - Date     Condition        Report By
 GR1848  HISTORY     - 1935     MONUMENTED       BOR
 GR1848  HISTORY     - 1990     GOOD             USPSQD
 GR1848
 GR1848                          STATION DESCRIPTION
 GR1848
 GR1848'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1848'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH,
 GR1848'LOCATED ON THE ARIZONA SIDE OF THE CANYON ABOUT 400 FEET
 GR1848'DOWNSTREAM FROM END OF THE HOOVER DAM, WITH A STANDARD USC AND
 GR1848'GS STATION MARK SET FLUSH WITH TOP OF THE PIER.
 GR1848
 GR1848                          STATION RECOVERY (1990)
 GR1848
 GR1848'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1856 ***********************************************************************
 GR1856  DESIGNATION -  A III
 GR1856  PID         -  GR1856
 GR1856  STATE/COUNTY-  AZ/MOHAVE
 GR1856  USGS QUAD   -  HOOVER DAM (1997)
 GR1856
 GR1856                         *CURRENT SURVEY CONTROL
 GR1856  ___________________________________________________________________
 GR1856* NAD 83(1992)-  36 00 48.71058(N)    114 44 18.75370(W)     ADJUSTED  
 GR1856* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1856  ___________________________________________________________________
 GR1856  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GR1856  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1856  HORZ ORDER  -  SECOND
 GR1856
 GR1856.The horizontal coordinates were established by classical geodetic methods
 GR1856.and adjusted by the National Geodetic Survey in August 1993.
 GR1856
 GR1856.The orthometric height was scaled from a topographic map.
 GR1856
 GR1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1856
 GR1856.The geoid height was determined by GEOID03.
 GR1856
 GR1856;                    North         East     Units Scale Factor Converg.
 GR1856;SPC AZ W     -   556,484.653   124,249.137   MT  1.00003114   -0 34 52.6
 GR1856;SPC AZ W     - 1,825,737.05    407,641.53   iFT  1.00003114   -0 34 52.6
 GR1856;SPC NV E     - 8,140,501.776   276,149.669   MT  0.99997143   +0 29 48.3
 GR1856;SPC NV E     -26,707,629.58    906,001.04   sFT  0.99997143   +0 29 48.3
 GR1856;UTM  11      - 3,987,814.770   703,801.419   MT  1.00011181   +1 19 48.5
 GR1856
 GR1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1856!SPC AZ W     -   0.99994217  x   1.00003114  =   0.99997331
 GR1856!SPC NV E     -   0.99994217  x   0.99997143  =   0.99991361
 GR1856!UTM  11      -   0.99994217  x   1.00011181  =   1.00005398
 GR1856
 GR1856|---------------------------------------------------------------------|
 GR1856| PID    Reference Object                     Distance      Geod. Az  |
 GR1856|                                                           dddmmss.s |
 GR1856| GR0591 ARIZONA BASE                        217.289 METERS 04217     |
 GR1856| GR1853 N III                               295.987 METERS 27620     |
 GR1856| GR1854 NEVADA BASE                         333.659 METERS 35458     |
 GR1856|---------------------------------------------------------------------|
 GR1856
 GR1856                          SUPERSEDED SURVEY CONTROL
 GR1856
 GR1856  NAD 83(1986)-  36 00 48.69903(N)    114 44 18.74290(W) AD(       ) 2
 GR1856  NAD 27      -  36 00 48.76700(N)    114 44 15.80600(W) AD(       ) 2
 GR1856
 GR1856.Superseded values are not recommended for survey control.
 GR1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1856.See file dsdata.txt to determine how the superseded data were derived.
 GR1856
 GR1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0380187815(NAD 83)
 GR1856_MARKER: DS = TRIANGULATION STATION DISK
 GR1856_SETTING: 0 = UNSPECIFIED SETTING
 GR1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1856
 GR1856  HISTORY     - Date     Condition        Report By
 GR1856  HISTORY     - 1935     MONUMENTED       BOR
 GR1856  HISTORY     - 1990     GOOD             USPSQD
 GR1856
 GR1856                          STATION DESCRIPTION
 GR1856
 GR1856'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1856'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH,
 GR1856'LOCATED ON THE ARIZONA SIDE OF THE CANYON ABOUT 900 FEET
 GR1856'DOWNSTREAM FROM THE END OF THE HOOVER DAM, WITH A USC AND GS
 GR1856'STATION MARK SET FLUSH WITH THE TOP OF THE PIER.
 GR1856
 GR1856                          STATION RECOVERY (1990)
 GR1856
 GR1856'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0879 ***********************************************************************
 DV0879  DESIGNATION -  A RESET
 DV0879  PID         -  DV0879
 DV0879  STATE/COUNTY-  AZ/MARICOPA
 DV0879  USGS QUAD   -  BUCKEYE NW (1982)
 DV0879
 DV0879                         *CURRENT SURVEY CONTROL
 DV0879  ___________________________________________________________________
 DV0879* NAD 83(1986)-  33 27 18.     (N)    112 44 52.     (W)     SCALED    
 DV0879* NAVD 88     -       325.97   (+/-2cm)    1069.5    (feet)  VERTCON   
 DV0879  ___________________________________________________________________
 DV0879  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV0879  VERT ORDER  -  THIRD (See Below)
 DV0879
 DV0879.The horizontal coordinates were scaled from a topographic map and have
 DV0879.an estimated accuracy of +/- 6 seconds.
 DV0879
 DV0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0879.The vertical order pertains to the NGVD 29 superseded value.
 DV0879
 DV0879.The geoid height was determined by GEOID03.
 DV0879
 DV0879;                    North         East    Units  Estimated Accuracy
 DV0879;SPC AZ C     -   272,520.      136,100.      MT  (+/- 180 meters Scaled)
 DV0879
 DV0879                          SUPERSEDED SURVEY CONTROL
 DV0879
 DV0879  NGVD 29 (03/28/06)  325.33   (m)         1067.4    (f) RESET       3  
 DV0879
 DV0879.Superseded values are not recommended for survey control.
 DV0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0879.See file dsdata.txt to determine how the superseded data were derived.
 DV0879
 DV0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC375030(NAD 83)
 DV0879_MARKER: DB = BENCH MARK DISK
 DV0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0879_SP_SET: MONUMENT
 DV0879_STAMPING: A AHD RESET 1974
 DV0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0879
 DV0879  HISTORY     - Date     Condition        Report By
 DV0879  HISTORY     - 1974     MONUMENTED       AZHD
 DV0879
 DV0879                          STATION DESCRIPTION
 DV0879
 DV0879'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 DV0879'17.05 MI SE FROM TONOPAH.
 DV0879'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0879'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0879'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 1.95 MILES WEST ALONG THE
 DV0879'SOUTH RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT SET FLUSH
 DV0879'WITH THE GROUND SURFACE, 1 1/2 FEET NORTHEAST OF WITNESS POST IN FENCE
 DV0879'LINE, 14 POSTS WEST OF A BRACED POST AND ABOUT 0.15 MILE EAST OF THE
 DV0879'TOP OF A GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0162 ***********************************************************************
 FQ0162  DESIGNATION -  A SCECO
 FQ0162  PID         -  FQ0162
 FQ0162  STATE/COUNTY-  AZ/COCONINO
 FQ0162  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0162
 FQ0162                         *CURRENT SURVEY CONTROL
 FQ0162  ___________________________________________________________________
 FQ0162* NAD 83(1986)-  35 52 36.     (N)    111 24 43.     (W)     SCALED    
 FQ0162* NAVD 88     -      1280.607  (meters)    4201.46   (feet)  POSTED    
 FQ0162  ___________________________________________________________________
 FQ0162  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0162  DYNAMIC HT  -        1279.010 (meters)    4196.22  (feet)  COMP
 FQ0162  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 FQ0162
 FQ0162  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0162
 FQ0162.The horizontal coordinates were scaled from a topographic map and have
 FQ0162.an estimated accuracy of +/- 6 seconds.
 FQ0162
 FQ0162.The orthometric height was determined by differential leveling
 FQ0162.and adjusted by the  in 1992.
 FQ0162.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0162.was located on a no-check spur therefore a value was not computed.
 FQ0162.No vertical observational check was made to the station.
 FQ0162
 FQ0162.The geoid height was determined by GEOID03.
 FQ0162
 FQ0162.The dynamic height is computed by dividing the NAVD 88
 FQ0162.geopotential number by the normal gravity value computed on the
 FQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0162.degrees latitude (g = 980.6199 gals.).
 FQ0162
 FQ0162.The modeled gravity was interpolated from observed gravity values.
 FQ0162
 FQ0162;                    North         East    Units  Estimated Accuracy
 FQ0162;SPC AZ C     -   540,950.      258,930.      MT  (+/- 180 meters Scaled)
 FQ0162
 FQ0162                          SUPERSEDED SURVEY CONTROL
 FQ0162
 FQ0162.No superseded survey control is available for this station.
 FQ0162
 FQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE628703(NAD 83)
 FQ0162_MARKER: X = CHISELED CROSS
 FQ0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0162_SP_SET: BRIDGE
 FQ0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0162
 FQ0162  HISTORY     - Date     Condition        Report By
 FQ0162  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0162  HISTORY     - 1921     GOOD             NGS
 FQ0162  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0162
 FQ0162                          STATION DESCRIPTION
 FQ0162
 FQ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0162'IN CAMERON.
 FQ0162'AT CAMERON, COCONINO COUNTY, AT THE SUSPENSION BRIDGE OVER LITTLE
 FQ0162'COLORADO RIVER, AND ON THE CONCRETE TRIANGLE AT THE WEST SIDE OF THE
 FQ0162'SOUTH ENTRANCE.  A CHISELED CROSS.
 FQ0162
 FQ0162                          STATION RECOVERY (1983)
 FQ0162
 FQ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0162'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0010 ***********************************************************************
 CZ0010  DESIGNATION -  AA
 CZ0010  PID         -  CZ0010
 CZ0010  STATE/COUNTY-  AZ/COCHISE
 CZ0010  USGS QUAD   -  DRAGOON (1995)
 CZ0010
 CZ0010                         *CURRENT SURVEY CONTROL
 CZ0010  ___________________________________________________________________
 CZ0010* NAD 83(1986)-  32 00 44.     (N)    110 07 23.     (W)     SCALED    
 CZ0010* NAVD 88     -      1362.74   (+/-2cm)    4470.9    (feet)  VERTCON   
 CZ0010  ___________________________________________________________________
 CZ0010  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CZ0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0010
 CZ0010.The horizontal coordinates were scaled from a topographic map and have
 CZ0010.an estimated accuracy of +/- 6 seconds.
 CZ0010
 CZ0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0010.The vertical order pertains to the NGVD 29 superseded value.
 CZ0010
 CZ0010.The geoid height was determined by GEOID03.
 CZ0010
 CZ0010;                    North         East    Units  Estimated Accuracy
 CZ0010;SPC AZ E     -   112,220.      217,480.      MT  (+/- 180 meters Scaled)
 CZ0010
 CZ0010                          SUPERSEDED SURVEY CONTROL
 CZ0010
 CZ0010  NGVD 29 (??/??/92) 1361.868  (m)         4468.06   (f) ADJ UNCH    2 0
 CZ0010
 CZ0010.Superseded values are not recommended for survey control.
 CZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0010.See file dsdata.txt to determine how the superseded data were derived.
 CZ0010
 CZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA828421(NAD 83)
 CZ0010_MARKER: DZ = AZIMUTH MARK DISK
 CZ0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0010_SP_SET: HEADWALL
 CZ0010_STAMPING: AA
 CZ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0010
 CZ0010  HISTORY     - Date     Condition        Report By
 CZ0010  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0010  HISTORY     - 1960     GOOD             NGS
 CZ0010  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0010
 CZ0010                          STATION DESCRIPTION
 CZ0010
 CZ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0010'11.1 MI E FROM BENSON.
 CZ0010'11.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0010'HIGHWAY 86, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0010'TRAFFIC LANE, JUST BEFORE ENTERING TEXAS CANYON, CEMENTED IN THE
 CZ0010'CENTER OF THE SOUTHEAST HEADWALL, ABOUT 6 INCHES HIGHER THAN THE
 CZ0010'HIGHWAY.
 CZ0010
 CZ0010                          STATION RECOVERY (1979)
 CZ0010
 CZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0010'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HIGHWAY HAS BEEN
 CZ0010'WIDENED AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0284 ***********************************************************************
 FP0284  DESIGNATION -  AA 1
 FP0284  PID         -  FP0284
 FP0284  STATE/COUNTY-  AZ/APACHE
 FP0284  USGS QUAD   -  PINTA (1972)
 FP0284
 FP0284                         *CURRENT SURVEY CONTROL
 FP0284  ___________________________________________________________________
 FP0284* NAD 83(1992)-  35 05 42.77110(N)    109 40 17.92584(W)     ADJUSTED  
 FP0284* NAVD 88     -      1731.653  (meters)    5681.26   (feet)  ADJUSTED  
 FP0284  ___________________________________________________________________
 FP0284  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 FP0284  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FP0284  DYNAMIC HT  -        1729.250 (meters)    5673.38  (feet)  COMP
 FP0284  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 FP0284
 FP0284  HORZ ORDER  -  SECOND
 FP0284  VERT ORDER  -  FIRST     CLASS II
 FP0284
 FP0284.The horizontal coordinates were established by classical geodetic methods
 FP0284.and adjusted by the National Geodetic Survey in August 1993.
 FP0284
 FP0284.The orthometric height was determined by differential leveling
 FP0284.and adjusted in June 1991.
 FP0284
 FP0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0284
 FP0284.The geoid height was determined by GEOID03.
 FP0284
 FP0284.The dynamic height is computed by dividing the NAVD 88
 FP0284.geopotential number by the normal gravity value computed on the
 FP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0284.degrees latitude (g = 980.6199 gals.).
 FP0284
 FP0284.The modeled gravity was interpolated from observed gravity values.
 FP0284
 FP0284;                    North         East     Units Scale Factor Converg.
 FP0284;SPC AZ E     -   454,248.456   258,492.794   MT  0.99992510   +0 17 04.6
 FP0284;SPC AZ E     - 1,490,316.46    848,073.47   iFT  0.99992510   +0 17 04.6
 FP0284;UTM  12      - 3,884,409.072   621,077.623   MT  0.99978067   +0 45 49.7
 FP0284
 FP0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0284!SPC AZ E     -   0.99973195  x   0.99992510  =   0.99965707
 FP0284!UTM  12      -   0.99973195  x   0.99978067  =   0.99951268
 FP0284
 FP0284|---------------------------------------------------------------------|
 FP0284| PID    Reference Object                     Distance      Geod. Az  |
 FP0284|                                                           dddmmss.s |
 FP0284| FP0285 AA 1 RM 1                            11.455 METERS 06815     |
 FP0284| FP0291 AA 2                                APPROX. 5.8 KM 0815751.4 |
 FP0284| FP0283 AA 1 RM 2                            11.857 METERS 26114     |
 FP0284|---------------------------------------------------------------------|
 FP0284
 FP0284                          SUPERSEDED SURVEY CONTROL
 FP0284
 FP0284  NAD 83(1986)-  35 05 42.76509(N)    109 40 17.92742(W) AD(       ) 2
 FP0284  NAD 27      -  35 05 42.67900(N)    109 40 15.51890(W) AD(       ) 2
 FP0284  NGVD 29 (??/??/92) 1730.752  (m)         5678.31   (f) ADJ UNCH    1 2
 FP0284
 FP0284.Superseded values are not recommended for survey control.
 FP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0284.See file dsdata.txt to determine how the superseded data were derived.
 FP0284
 FP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2107884409(NAD 83)
 FP0284_MARKER: DE = TRAVERSE STATION DISK
 FP0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0284_STAMPING: AA 1 1959
 FP0284_MARK LOGO: CGS   
 FP0284_PROJECTION: RECESSED 10 CENTIMETERS
 FP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0284+STABILITY: SURFACE MOTION
 FP0284
 FP0284  HISTORY     - Date     Condition        Report By
 FP0284  HISTORY     - 1959     MONUMENTED       CGS
 FP0284  HISTORY     - 1959     GOOD             CGS
 FP0284  HISTORY     - 1971     GOOD             NGS
 FP0284  HISTORY     - 1972     GOOD             USGS
 FP0284  HISTORY     - 1983     GOOD             NGS
 FP0284
 FP0284                          STATION DESCRIPTION
 FP0284
 FP0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0284'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 66,
 FP0284'ABOUT 10 MILES EAST OF THE NAVAJO-APACHE COUNTY LINE.
 FP0284'
 FP0284'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO
 FP0284'NORTHEAST ON U.S. HIGHWAY 66 TOWARD GALLUP FOR 25.0 MILES TO ITS
 FP0284'JUNCTION WITH THE PAINTED DESERT-PETRIFIED FOREST ROAD,
 FP0284'CONTINUE EASTWARD ON HIGHWAY 66 FOR 8.5 MILES TO HIGHWAY
 FP0284'MILE POST 340 AND THE STATION ON THE LEFT, AT THE TOP OF A
 FP0284'HIGHWAY CUT.
 FP0284'
 FP0284'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED AA 1 1959,
 FP0284'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 FP0284'IS 58 FEET NORTH OF THE EDGE OF THE HIGHWAY CUT, 6.5 FEET
 FP0284'SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET EAST OF A WITNESS
 FP0284'POST.
 FP0284'
 FP0284'RM 1 IS A STANDARD DISK STAMPED AA 1 NO 1 1959, SET IN A
 FP0284'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 39 FEET
 FP0284'NORTHEAST OF THE WITNESS POST AND 2 FEET SOUTH OF THE
 FP0284'RIGHT-OF-WAY FENCE.
 FP0284'
 FP0284'RM 2 IS A STANDARD DISK STAMPED AA 1 NO 2 1959, SET IN A
 FP0284'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 37 FEET
 FP0284'WEST OF THE WITNESS POST AND 3 FEET SOUTH OF THE FENCE.
 FP0284'
 FP0284'TRIANGULATION STATION AA 2 CAN BE USED AS AN AZIMUTH MARK.
 FP0284'SEE DESCRIPTION THEREOF.
 FP0284
 FP0284                          STATION RECOVERY (1959)
 FP0284
 FP0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0284'33.5 MI E FROM HOLBROOK.
 FP0284'33.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 AND JUST NORTH OF MILE
 FP0284'POST 340.  FROM THE POST OFFICE AT HOLBROOK GO EAST AND NORTHEAST ON
 FP0284'U.S. HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0284'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 8.5 MILES TO MILE
 FP0284'POST 340 AND THE STATION 58 FEET NORTH OF THE HIGHWAY CUT, 6 1/2 FEET
 FP0284'SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET EAST OF THE WITNESS POST. A
 FP0284'12 INCH SQUARE CONCRETE POST.
 FP0284
 FP0284                          STATION RECOVERY (1971)
 FP0284
 FP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FP0284'A.  GENERAL LOCATION INT. 40.  BETWEEN HOLBROOK AND THE NEW
 FP0284'MEXICO LINE.  TO REACH FROM MILEPOST 318, INT. 40, EASTERLY
 FP0284'ON THE INT. FOR 0.2 MILES AND TO THE STATION ON THE LEFT.  THE
 FP0284'STATION IS LOCATED 6 FT SOUTH OF THE NORTH R/W FENCE LINE AND
 FP0284'1.5 FT EAST OF A USC AND GS WITNESS SIGN.  THE MARK IS A
 FP0284'STANDARD USC AND GS TRIANGULATION BRASS CAP.  SET IN A 12 IN
 FP0284'SQUARE CONCRETE POST, UP 0.25 FT AND STAMPED, AA 1 1950.  R.M.
 FP0284'1 IS LOCATED 40 FT EAST OF THE MAIN STATION AND 2 FT SOUTH OF
 FP0284'THE NORTH R/W FENCE LINE.  IT IS A STANDARD USC AND GS
 FP0284'REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST,
 FP0284'UP 0.3 FT AND STAMPED, AA 1 NO 1 1950.  R.M. 2 IS LOCATED
 FP0284'ABOUT 40 FT WESTERLY OF THE MAIN STATION AND 2.5 FT SOUTH OF
 FP0284'THE NORTH R/W FENCE.  IT IS A STANDARD USC AND GS REFERENCE
 FP0284'MARK BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST, UP 0.05
 FP0284'FT AND STAMPED, AA NO 2 1950.
 FP0284
 FP0284                          STATION RECOVERY (1972)
 FP0284
 FP0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ACS)
 FP0284'FROM NAVAJO HIGHWAY INTERCHANGE CONTINUE W. ALONG I-40 HIGHWAY
 FP0284'7.9 MI. BM IS 100 FT N. OF CENTER LINE OF W. BOUND TRAFFIC
 FP0284'AT TOP OF THE HIGHWAY CUT, 6 FT S. OF R/W FENCE AND 2 FT.
 FP0284'E. OF WITNESS POST.  A STANDARD TABLET SET IN 12 INCH SQUARE
 FP0284'CONCRETE POST PROJECTING 0.4 IN.
 FP0284
 FP0284                          STATION RECOVERY (1983)
 FP0284
 FP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0284'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.3 KM (15.1
 FP0284'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0284'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0284'NORTHEAST OF MILEPOST 318, 29.4 METERS (96.5 FT) NORTHWEST OF THE
 FP0284'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.5 METERS
 FP0284'(37.7 FT) SOUTHWEST OF REFERENCE MARK 1 AND 2.0 METERS (6.6 FT)
 FP0284'SOUTHEAST OF A FENCE.
 FP0284'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FP0284'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0285 ***********************************************************************
 FP0285  DESIGNATION -  AA 1 RM 1
 FP0285  PID         -  FP0285
 FP0285  STATE/COUNTY-  AZ/APACHE
 FP0285  USGS QUAD   -  PINTA (1972)
 FP0285
 FP0285                         *CURRENT SURVEY CONTROL
 FP0285  ___________________________________________________________________
 FP0285* NAD 83(1986)-  35 05 43.     (N)    109 40 17.     (W)     SCALED    
 FP0285* NAVD 88     -      1731.511  (meters)    5680.80   (feet)  ADJUSTED  
 FP0285  ___________________________________________________________________
 FP0285  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FP0285  DYNAMIC HT  -        1729.108 (meters)    5672.92  (feet)  COMP
 FP0285  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 FP0285
 FP0285  VERT ORDER  -  SECOND    CLASS 0
 FP0285
 FP0285.The horizontal coordinates were scaled from a topographic map and have
 FP0285.an estimated accuracy of +/- 6 seconds.
 FP0285
 FP0285.The orthometric height was determined by differential leveling
 FP0285.and adjusted in June 1991.
 FP0285
 FP0285.The geoid height was determined by GEOID03.
 FP0285
 FP0285.The dynamic height is computed by dividing the NAVD 88
 FP0285.geopotential number by the normal gravity value computed on the
 FP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0285.degrees latitude (g = 980.6199 gals.).
 FP0285
 FP0285.The modeled gravity was interpolated from observed gravity values.
 FP0285
 FP0285;                    North         East    Units  Estimated Accuracy
 FP0285;SPC AZ E     -   454,260.      258,520.      MT  (+/- 180 meters Scaled)
 FP0285
 FP0285                          SUPERSEDED SURVEY CONTROL
 FP0285
 FP0285  NGVD 29 (??/??/92) 1730.610  (m)         5677.84   (f) ADJ UNCH    2 0
 FP0285
 FP0285.Superseded values are not recommended for survey control.
 FP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0285.See file dsdata.txt to determine how the superseded data were derived.
 FP0285
 FP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD211844(NAD 83)
 FP0285_MARKER: DR = REFERENCE MARK DISK
 FP0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0285_STAMPING: AA 1 NO 1 1959
 FP0285_MARK LOGO: CGS   
 FP0285_PROJECTION: RECESSED 15 CENTIMETERS
 FP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0285+STABILITY: SURFACE MOTION
 FP0285
 FP0285  HISTORY     - Date     Condition        Report By
 FP0285  HISTORY     - 1959     MONUMENTED       CGS
 FP0285  HISTORY     - 1983     GOOD             NGS
 FP0285
 FP0285                          STATION DESCRIPTION
 FP0285
 FP0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0285'33.5 MI E FROM HOLBROOK.
 FP0285'33.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 AND JUST NORTH OF MILE
 FP0285'POST 340.  FROM THE POST OFFICE AT HOLBROOK GO NORTHEAST AND EAST ON
 FP0285'U.S. HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0285'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 8.5 MILES TO MILE
 FP0285'POST 340 AND THE STATION, 39 FEET NORTHEAST OF THE WITNESS POST AND 2
 FP0285'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A 12 INCH SQUARE CONCRETE POST
 FP0285'THAT PROJECTS 5 INCHES.
 FP0285
 FP0285                          STATION RECOVERY (1983)
 FP0285
 FP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0285'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.3 KM (15.1
 FP0285'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0285'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0285'NORTHEAST OF MILEPOST 318, 30.8 METERS (101.0 FT) NORTHWEST OF THE
 FP0285'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.5 METERS
 FP0285'(37.7 FT) NORTHEAST OF THE STATION MARK AND 0.6 METER (2.0 FT)
 FP0285'SOUTHEAST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0285'THE MARK IS 12.0 METERS  NE FROM A WITNESS POST.
 FP0285'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0283 ***********************************************************************
 FP0283  DESIGNATION -  AA 1 RM 2
 FP0283  PID         -  FP0283
 FP0283  STATE/COUNTY-  AZ/APACHE
 FP0283  USGS QUAD   -  PINTA (1972)
 FP0283
 FP0283                         *CURRENT SURVEY CONTROL
 FP0283  ___________________________________________________________________
 FP0283* NAD 83(1986)-  35 05 43.     (N)    109 40 19.     (W)     SCALED    
 FP0283* NAVD 88     -      1731.602  (meters)    5681.10   (feet)  ADJUSTED  
 FP0283  ___________________________________________________________________
 FP0283  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FP0283  DYNAMIC HT  -        1729.199 (meters)    5673.21  (feet)  COMP
 FP0283  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 FP0283
 FP0283  VERT ORDER  -  SECOND    CLASS 0
 FP0283
 FP0283.The horizontal coordinates were scaled from a topographic map and have
 FP0283.an estimated accuracy of +/- 6 seconds.
 FP0283
 FP0283.The orthometric height was determined by differential leveling
 FP0283.and adjusted in June 1991.
 FP0283
 FP0283.The geoid height was determined by GEOID03.
 FP0283
 FP0283.The dynamic height is computed by dividing the NAVD 88
 FP0283.geopotential number by the normal gravity value computed on the
 FP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0283.degrees latitude (g = 980.6199 gals.).
 FP0283
 FP0283.The modeled gravity was interpolated from observed gravity values.
 FP0283
 FP0283;                    North         East    Units  Estimated Accuracy
 FP0283;SPC AZ E     -   454,260.      258,470.      MT  (+/- 180 meters Scaled)
 FP0283
 FP0283                          SUPERSEDED SURVEY CONTROL
 FP0283
 FP0283  NGVD 29 (??/??/92) 1730.700  (m)         5678.14   (f) ADJ UNCH    2 0
 FP0283
 FP0283.Superseded values are not recommended for survey control.
 FP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0283.See file dsdata.txt to determine how the superseded data were derived.
 FP0283
 FP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD210844(NAD 83)
 FP0283_MARKER: DR = REFERENCE MARK DISK
 FP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0283_STAMPING: AA 1 NO 2 1959
 FP0283_MARK LOGO: CGS   
 FP0283_PROJECTION: RECESSED 15 CENTIMETERS
 FP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0283+STABILITY: SURFACE MOTION
 FP0283
 FP0283  HISTORY     - Date     Condition        Report By
 FP0283  HISTORY     - 1959     MONUMENTED       CGS
 FP0283  HISTORY     - 1983     GOOD             NGS
 FP0283
 FP0283                          STATION DESCRIPTION
 FP0283
 FP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0283'33.5 MI E FROM HOLBROOK.
 FP0283'33.5 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 AND JUST NORTH OF MILE
 FP0283'POST 340.  FROM THE POST OFFICE AT HOLBROOK GO NORTHEAST AND EAST ON
 FP0283'U.S. HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0283'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 8.5 MILES TO MILE
 FP0283'POST 340 AND THE STATION 37 FEET WEST OF THE WITNESS POST AND 3 FEET
 FP0283'SOUTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0283'PROJECTS 4 INCHES.
 FP0283
 FP0283                          STATION RECOVERY (1983)
 FP0283
 FP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0283'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.3 KM (15.1
 FP0283'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0283'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0283'NORTHEAST OF MILEPOST 318, 30.7 METERS (100.7 FT) NORTHWEST OF THE
 FP0283'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.9 METERS
 FP0283'(39.0 FT) SOUTHWEST OF THE STATION MARK AND 0.7 METER (2.3 FT)
 FP0283'SOUTHEAST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0283'THE MARK IS 11.4 METERS  SW FROM A WITNESS POST.
 FP0283'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0291 ***********************************************************************
 FP0291  DESIGNATION -  AA 2
 FP0291  PID         -  FP0291
 FP0291  STATE/COUNTY-  AZ/APACHE
 FP0291  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0291
 FP0291                         *CURRENT SURVEY CONTROL
 FP0291  ___________________________________________________________________
 FP0291* NAD 83(1992)-  35 06 09.20597(N)    109 36 29.56600(W)     ADJUSTED  
 FP0291* NAVD 88     -      1745.605  (meters)    5727.04   (feet)  ADJUSTED  
 FP0291  ___________________________________________________________________
 FP0291  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 FP0291  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FP0291  DYNAMIC HT  -        1743.171 (meters)    5719.05  (feet)  COMP
 FP0291  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 FP0291
 FP0291  HORZ ORDER  -  SECOND
 FP0291  VERT ORDER  -  SECOND    CLASS 0
 FP0291
 FP0291.The horizontal coordinates were established by classical geodetic methods
 FP0291.and adjusted by the National Geodetic Survey in August 1993.
 FP0291
 FP0291.The orthometric height was determined by differential leveling
 FP0291.and adjusted in June 1991.
 FP0291
 FP0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0291
 FP0291.The geoid height was determined by GEOID03.
 FP0291
 FP0291.The dynamic height is computed by dividing the NAVD 88
 FP0291.geopotential number by the normal gravity value computed on the
 FP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0291.degrees latitude (g = 980.6199 gals.).
 FP0291
 FP0291.The modeled gravity was interpolated from observed gravity values.
 FP0291
 FP0291;                    North         East     Units Scale Factor Converg.
 FP0291;SPC AZ E     -   455,093.610   264,271.727   MT  0.99993193   +0 19 16.1
 FP0291;SPC AZ E     - 1,493,089.27    867,033.23   iFT  0.99993193   +0 19 16.1
 FP0291;UTM  12      - 3,885,302.410   626,848.483   MT  0.99979830   +0 48 01.6
 FP0291
 FP0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0291!SPC AZ E     -   0.99972975  x   0.99993193  =   0.99966170
 FP0291!UTM  12      -   0.99972975  x   0.99979830  =   0.99952810
 FP0291
 FP0291|---------------------------------------------------------------------|
 FP0291| PID    Reference Object                     Distance      Geod. Az  |
 FP0291|                                                           dddmmss.s |
 FP0291| FP0290 AA 2 RM 1                             9.988 METERS 04739     |
 FP0291| FP0600 DESERT PARK ATT RELAY TOWER         APPROX.15.3 KM 2581144.7 |
 FP0291| FP0284 AA 1                                APPROX. 5.8 KM 2620002.7 |
 FP0291| FP0292 AA 2 RM 2                            14.650 METERS 28248     |
 FP0291|---------------------------------------------------------------------|
 FP0291
 FP0291                          SUPERSEDED SURVEY CONTROL
 FP0291
 FP0291  NAD 83(1986)-  35 06 09.20000(N)    109 36 29.56753(W) AD(       ) 2
 FP0291  NAD 27      -  35 06 09.11280(N)    109 36 27.16910(W) AD(       ) 2
 FP0291  NGVD 29 (??/??/92) 1744.692  (m)         5724.04   (f) ADJ UNCH    2 0
 FP0291
 FP0291.Superseded values are not recommended for survey control.
 FP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0291.See file dsdata.txt to determine how the superseded data were derived.
 FP0291
 FP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2684885302(NAD 83)
 FP0291_MARKER: DS = TRIANGULATION STATION DISK
 FP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0291_STAMPING: AA 2 1959
 FP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0291+STABILITY: SURFACE MOTION
 FP0291
 FP0291  HISTORY     - Date     Condition        Report By
 FP0291  HISTORY     - 1959     MONUMENTED       CGS
 FP0291  HISTORY     - 1959     GOOD             CGS
 FP0291  HISTORY     - 1971     GOOD             NGS
 FP0291  HISTORY     - 1972     GOOD             USGS
 FP0291
 FP0291                          STATION DESCRIPTION
 FP0291
 FP0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0291'THE STATION IS LOCATED ON THE HIGHEST PART OF A RIDGE ABOUT
 FP0291'4 MILES WEST OF NAVAJO AND 0.3 MILE SOUTH OF U.S. HIGHWAY 66.
 FP0291'
 FP0291'TO REACH THE STATION FROM THE POST OFFICE AT HOLBROOK, GO
 FP0291'NORTHEAST ON U.S. HIGHWAY 66 FOR 25.0 MILES TO THE JUNCTION OF
 FP0291'THE PAINTED DESTER-PETRIFIED FOREST ROAD, CONTINUE EAST ON
 FP0291'HIGHWAY 66 FOR 12.7 MILES TO A TRACK ROAD RIGHT 0.1 MILE AFTER
 FP0291'PASSING MILE POST 344.  TURN RIGHT ON THE TRACK ROAD THROUGH
 FP0291'A CATTLE GUARD AND GO 0.2 MILE TO THE TOP OF THE RIDGE, TURN
 FP0291'RIGHT AND GO ACROSS COUNTRY UP THE SLOPE OF THE RIDGE FOR
 FP0291'0.55 MILE TO THE HIGHEST POINT AND THE STATION.
 FP0291'
 FP0291'THE STATION MARK IS A STANDARD DISK STAMPED AA 2 1959, SET IN
 FP0291'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 2
 FP0291'FEET EAST OF A WITNESS POST.
 FP0291'
 FP0291'RM 1 IS A STANDARD DISK STAMPED AA 2 NO 1 1959, SET IN A
 FP0291'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS ABOUT
 FP0291'2 FEET LOWER THAN THE STATION MARK.
 FP0291'
 FP0291'RM 2 IS A STANDARD DISK STAMPED AA 2 NO 2 1959, SET IN A
 FP0291'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FP0291'
 FP0291'TRIANGULATION STATION AA 1 CAN BE USED AS AN AZIMUTH MARK.
 FP0291'SEE DESCRIPTION THEREOF.
 FP0291
 FP0291                          STATION RECOVERY (1959)
 FP0291
 FP0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0291'37.7 MI E FROM HOLBROOK.
 FP0291'37.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 0.1 MILE EAST OF MILE POST
 FP0291'344.  FROM THE POST OFFICE AT HOLBROOK GO NORTHEAST AND EAST ON U.S.
 FP0291'HIGHWAY 66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST
 FP0291'INTERSECTION, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 12.7 MILES TO A
 FP0291'TRACK ROAD RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND GO SOUTH ON TRACK
 FP0291'ROAD 0.2 MILE TO TOP OF THE RIGHT, TURN RIGHT AND GO ACROSS COUNTRY
 FP0291'0.55 MILE TO THE STATION.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0291'PROJECTS 3 INCHES 2 FEET EAST OF THE WITNESS POST.
 FP0291
 FP0291                          STATION RECOVERY (1971)
 FP0291
 FP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FP0291'A.  GENERAL LOCATION INT. 40, BETWEEN HOLBROOK AND THE NEW
 FP0291'MEXICO LINE.  TO REACH FROM THE MILEPOST 322, INT. 40,
 FP0291'WESTERLY ON THE INT. FOR 0.2 MILES.  PACK SOUTH ABOUT 1500 FT
 FP0291'TO THE RIDGE CREST AND TO THE STATION LOCATED 6 FT NORTH OF
 FP0291'A USC AND GS SURVEY SIGN.  THE STATION IS A STANDARD
 FP0291'USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN CONCRETE
 FP0291'POST, UP 0.5 FT AND STAMPED, AA 2 1959.  R.M. 1 IS LOCATED
 FP0291'ABOUT 33 FT NORTHEAST OF THE MAIN STATION.  IT IS STANDARD
 FP0291'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE
 FP0291'CONCRETE POST, UP 0.6 FT AND STAMPED AA 2 NO 1 1959 R.M. 2
 FP0291'IS LOCATED ABOUT 50 FT WEST OF THE MAIN STATION.  IT IS A
 FP0291'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN
 FP0291'SQUARE CONCRETE POST, UP 0.6 FT AND STAMPED, AA 2 NO 2
 FP0291'1959.
 FP0291
 FP0291                          STATION RECOVERY (1972)
 FP0291
 FP0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDC)
 FP0291'TO REACH FROM THE OVER-PASS (U.S. HIGH WAY I 40) AT NAVAJO- GO
 FP0291'WEST ON I 40 4.5 MILES (CROSS OVER CRAZY CREEK) TO A GATE IN
 FP0291'THE FREEWAY FENCE ON RIGHT GO THROUGH GATE (NORTH) AND THEN
 FP0291'TURN LEFT AND FOLLOW WEST ALONG SIDE OF FREEWAY, FOLLOW ROAD
 FP0291'AND PASS UNDER THE FREEWAY, AT THE NEXT GATE GO THROUGH GATE
 FP0291'AND TURN RIGHT 180 DEG, CONTINUE WEST 0.5 MILES LONG FREEWAY
 FP0291'TO AN OLD FENCE AROUND HIGHWAY DEPT. STOCK PILE AREA.  GO
 FP0291'SOUTH ALONG FENCE THEN SW ACROSS COUNTRY TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0290 ***********************************************************************
 FP0290  DESIGNATION -  AA 2 RM 1
 FP0290  PID         -  FP0290
 FP0290  STATE/COUNTY-  AZ/APACHE
 FP0290  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0290
 FP0290                         *CURRENT SURVEY CONTROL
 FP0290  ___________________________________________________________________
 FP0290* NAD 83(1986)-  35 06 08.     (N)    109 36 28.     (W)     SCALED    
 FP0290* NAVD 88     -      1744.930  (meters)    5724.82   (feet)  ADJUSTED  
 FP0290  ___________________________________________________________________
 FP0290  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FP0290  DYNAMIC HT  -        1742.497 (meters)    5716.84  (feet)  COMP
 FP0290  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 FP0290
 FP0290  VERT ORDER  -  SECOND    CLASS 0
 FP0290
 FP0290.The horizontal coordinates were scaled from a topographic map and have
 FP0290.an estimated accuracy of +/- 6 seconds.
 FP0290
 FP0290.The orthometric height was determined by differential leveling
 FP0290.and adjusted in June 1991.
 FP0290
 FP0290.The geoid height was determined by GEOID03.
 FP0290
 FP0290.The dynamic height is computed by dividing the NAVD 88
 FP0290.geopotential number by the normal gravity value computed on the
 FP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0290.degrees latitude (g = 980.6199 gals.).
 FP0290
 FP0290.The modeled gravity was interpolated from observed gravity values.
 FP0290
 FP0290;                    North         East    Units  Estimated Accuracy
 FP0290;SPC AZ E     -   455,060.      264,310.      MT  (+/- 180 meters Scaled)
 FP0290
 FP0290                          SUPERSEDED SURVEY CONTROL
 FP0290
 FP0290  NGVD 29 (??/??/92) 1744.016  (m)         5721.83   (f) ADJ UNCH    2 0
 FP0290
 FP0290.Superseded values are not recommended for survey control.
 FP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0290.See file dsdata.txt to determine how the superseded data were derived.
 FP0290
 FP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD268852(NAD 83)
 FP0290_MARKER: DR = REFERENCE MARK DISK
 FP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0290_STAMPING: AA 2 R.M. NO 1 1959
 FP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0290+STABILITY: SURFACE MOTION
 FP0290
 FP0290  HISTORY     - Date     Condition        Report By
 FP0290  HISTORY     - 1959     MONUMENTED       CGS
 FP0290
 FP0290                          STATION DESCRIPTION
 FP0290
 FP0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0290'37.7 MI E FROM HOLBROOK.
 FP0290'37.7 MILES EAST ALONG U.S. HIGHWAY 66.  FROM THE POST OFFICE AT
 FP0290'HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY 66 FOR 25.0 MILES TO
 FP0290'THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION, CONTINUE EAST ON
 FP0290'U.S. HIGHWAY 66 FOR 12.7 MILES TO A TRACK ROAD RIGHT, TURN RIGHT
 FP0290'ACROSS CATTLE GUARD AND GO SOUTH ON TRACK ROAD 0.2 MILE.  HERE LEAVE
 FP0290'THE TRACK ROAD AND GO ACROSS COUNTRY 0.55 MILE TO THE STATION.  A
 FP0290'12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0292 ***********************************************************************
 FP0292  DESIGNATION -  AA 2 RM 2
 FP0292  PID         -  FP0292
 FP0292  STATE/COUNTY-  AZ/APACHE
 FP0292  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0292
 FP0292                         *CURRENT SURVEY CONTROL
 FP0292  ___________________________________________________________________
 FP0292* NAD 83(1986)-  35 06 09.     (N)    109 36 29.     (W)     SCALED    
 FP0292* NAVD 88     -      1745.317  (meters)    5726.09   (feet)  ADJUSTED  
 FP0292  ___________________________________________________________________
 FP0292  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FP0292  DYNAMIC HT  -        1742.884 (meters)    5718.11  (feet)  COMP
 FP0292  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 FP0292
 FP0292  VERT ORDER  -  SECOND    CLASS 0
 FP0292
 FP0292.The horizontal coordinates were scaled from a topographic map and have
 FP0292.an estimated accuracy of +/- 6 seconds.
 FP0292
 FP0292.The orthometric height was determined by differential leveling
 FP0292.and adjusted in June 1991.
 FP0292
 FP0292.The geoid height was determined by GEOID03.
 FP0292
 FP0292.The dynamic height is computed by dividing the NAVD 88
 FP0292.geopotential number by the normal gravity value computed on the
 FP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0292.degrees latitude (g = 980.6199 gals.).
 FP0292
 FP0292.The modeled gravity was interpolated from observed gravity values.
 FP0292
 FP0292;                    North         East    Units  Estimated Accuracy
 FP0292;SPC AZ E     -   455,090.      264,290.      MT  (+/- 180 meters Scaled)
 FP0292
 FP0292                          SUPERSEDED SURVEY CONTROL
 FP0292
 FP0292  NGVD 29 (??/??/92) 1744.404  (m)         5723.10   (f) ADJ UNCH    2 0
 FP0292
 FP0292.Superseded values are not recommended for survey control.
 FP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0292.See file dsdata.txt to determine how the superseded data were derived.
 FP0292
 FP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD268852(NAD 83)
 FP0292_MARKER: DR = REFERENCE MARK DISK
 FP0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0292_STAMPING: AA 2 NO 2 1959
 FP0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0292+STABILITY: SURFACE MOTION
 FP0292
 FP0292  HISTORY     - Date     Condition        Report By
 FP0292  HISTORY     - 1959     MONUMENTED       CGS
 FP0292
 FP0292                          STATION DESCRIPTION
 FP0292
 FP0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0292'37.7 MI E FROM HOLBROOK.
 FP0292'37.7 MILES EAST ALONG U.S. HIGHWAY 66.  FROM THE POST OFFICE AT
 FP0292'HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY 66 FOR 25.0 MILES TO
 FP0292'THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION, CONTINUE EAST ON
 FP0292'U.S. HIGHWAY 66 FRO 12.7 MILES TO A TRACK ROAD RIGHT, TURN RIGHT
 FP0292'ACROSS CATTLE GUARD AND GO SOUTH ON TRACK ROAD 0.2 MILE, HERE TURN
 FP0292'RIGHT LEAVING THE TRACK ROAD AND GO ACROSS COUNTRY IN WESTERLY
 FP0292'DIRECTION FOR 0.55 MILE TO THE STATION.  A 12-INCH SQUARE CONCRETE
 FP0292'POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1097 ***********************************************************************
 DA1097  DESIGNATION -  AA 257
 DA1097  PID         -  DA1097
 DA1097  STATE/COUNTY-  AZ/YUMA
 DA1097  USGS QUAD   -  DATELAND (1982)
 DA1097
 DA1097                         *CURRENT SURVEY CONTROL
 DA1097  ___________________________________________________________________
 DA1097* NAD 83(1986)-  32 46 57.     (N)    113 34 32.     (W)     SCALED    
 DA1097* NAVD 88     -       126.495  (meters)     415.01   (feet)  ADJUSTED  
 DA1097  ___________________________________________________________________
 DA1097  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DA1097  DYNAMIC HT  -         126.351 (meters)     414.54  (feet)  COMP
 DA1097  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 DA1097
 DA1097  VERT ORDER  -  FIRST     CLASS II
 DA1097
 DA1097.The horizontal coordinates were scaled from a topographic map and have
 DA1097.an estimated accuracy of +/- 6 seconds.
 DA1097
 DA1097.The orthometric height was determined by differential leveling
 DA1097.and adjusted in June 1991.
 DA1097
 DA1097.The geoid height was determined by GEOID03.
 DA1097
 DA1097.The dynamic height is computed by dividing the NAVD 88
 DA1097.geopotential number by the normal gravity value computed on the
 DA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1097.degrees latitude (g = 980.6199 gals.).
 DA1097
 DA1097.The modeled gravity was interpolated from observed gravity values.
 DA1097
 DA1097;                    North         East    Units  Estimated Accuracy
 DA1097;SPC AZ W     -   197,650.      229,700.      MT  (+/- 180 meters Scaled)
 DA1097
 DA1097                          SUPERSEDED SURVEY CONTROL
 DA1097
 DA1097  NGVD 29 (??/??/92)  125.910  (m)          413.09   (f) ADJ UNCH    1 2
 DA1097
 DA1097.Superseded values are not recommended for survey control.
 DA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1097.See file dsdata.txt to determine how the superseded data were derived.
 DA1097
 DA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB587301(NAD 83)
 DA1097_MARKER: DB = BENCH MARK DISK
 DA1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1097_SP_SET: BRIDGE
 DA1097_STAMPING: A A 257 1945
 DA1097_MARK LOGO: CGS   
 DA1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1097
 DA1097  HISTORY     - Date     Condition        Report By
 DA1097  HISTORY     - 1945     MONUMENTED       CGS
 DA1097  HISTORY     - 1952     GOOD             NGS
 DA1097  HISTORY     - 1981     GOOD             NGS
 DA1097  HISTORY     - 1981     GOOD             NGS
 DA1097
 DA1097                          STATION DESCRIPTION
 DA1097
 DA1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1097'7.8 MI SW FROM AZTEC.
 DA1097'7.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1097'THE WATER TANK AT AZTEC, 2 1/2 POLES NORTHEAST OF MILEPOST 804, IN
 DA1097'NORTHEAST WINGWALL OF BRIDGE NO. 804, 104 FEET SOUTHEAST OF THE CENTER
 DA1097'LINE OF UNITED STATES HIGHWAY 80, 6.2 FEET NORTHWEST OF THE NORTH
 DA1097'RAIL, 0.6 FOOT LOWER THAN THE RAILROAD TRACK.
 DA1097
 DA1097                          STATION RECOVERY (1981)
 DA1097
 DA1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1097'RECOVERED IN GOOD CONDITION.
 DA1097
 DA1097                          STATION RECOVERY (1981)
 DA1097
 DA1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0203 ***********************************************************************
 FP0203  DESIGNATION -  AA 3
 FP0203  PID         -  FP0203
 FP0203  STATE/COUNTY-  AZ/APACHE
 FP0203  USGS QUAD   -  CHAMBERS (1971)
 FP0203
 FP0203                         *CURRENT SURVEY CONTROL
 FP0203  ___________________________________________________________________
 FP0203* NAD 83(1992)-  35 09 32.66950(N)    109 29 43.14977(W)     ADJUSTED  
 FP0203* NAVD 88     -      1763.879  (meters)    5786.99   (feet)  ADJUSTED  
 FP0203  ___________________________________________________________________
 FP0203  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 FP0203  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FP0203  DYNAMIC HT  -        1761.422 (meters)    5778.93  (feet)  COMP
 FP0203  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0203
 FP0203  HORZ ORDER  -  SECOND
 FP0203  VERT ORDER  -  FIRST     CLASS II
 FP0203
 FP0203.The horizontal coordinates were established by classical geodetic methods
 FP0203.and adjusted by the National Geodetic Survey in August 1993.
 FP0203
 FP0203.The orthometric height was determined by differential leveling
 FP0203.and adjusted in June 1991.
 FP0203.WARNING-Repeat measurements at this control monument indicate possible
 FP0203.vertical movement.
 FP0203
 FP0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0203
 FP0203.The geoid height was determined by GEOID03.
 FP0203
 FP0203.The dynamic height is computed by dividing the NAVD 88
 FP0203.geopotential number by the normal gravity value computed on the
 FP0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0203.degrees latitude (g = 980.6199 gals.).
 FP0203
 FP0203.The modeled gravity was interpolated from observed gravity values.
 FP0203
 FP0203;                    North         East     Units Scale Factor Converg.
 FP0203;SPC AZ E     -   461,426.885   274,521.581   MT  0.99994609   +0 23 11.8
 FP0203;SPC AZ E     - 1,513,867.73    900,661.35   iFT  0.99994609   +0 23 11.8
 FP0203;UTM  12      - 3,891,720.471   637,043.693   MT  0.99983146   +0 51 59.8
 FP0203
 FP0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0203!SPC AZ E     -   0.99972683  x   0.99994609  =   0.99967293
 FP0203!UTM  12      -   0.99972683  x   0.99983146  =   0.99955833
 FP0203
 FP0203:                Primary Azimuth Mark                     Grid Az
 FP0203:SPC AZ E     -  CHAMBERS                                 051 10 08.1
 FP0203:UTM  12      -  CHAMBERS                                 050 41 20.1
 FP0203
 FP0203|---------------------------------------------------------------------|
 FP0203| PID    Reference Object                     Distance      Geod. Az  |
 FP0203|                                                           dddmmss.s |
 FP0203| FP0208 CHAMBERS                            APPROX. 4.2 KM 0513319.9 |
 FP0203| FP0204 AA 3 RM 1                             7.214 METERS 05834     |
 FP0203| FP0202 AA 3 RM 2                             9.360 METERS 22638     |
 FP0203|---------------------------------------------------------------------|
 FP0203
 FP0203                          SUPERSEDED SURVEY CONTROL
 FP0203
 FP0203  NAD 83(1986)-  35 09 32.66466(N)    109 29 43.15096(W) AD(       ) 2
 FP0203  NAD 27      -  35 09 32.58270(N)    109 29 40.75740(W) AD(       ) 2
 FP0203  NGVD 29 (??/??/92) 1762.970  (m)         5784.01   (f) ADJ UNCH    1 2
 FP0203
 FP0203.Superseded values are not recommended for survey control.
 FP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0203.See file dsdata.txt to determine how the superseded data were derived.
 FP0203
 FP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3704491720(NAD 83)
 FP0203_MARKER: DB = BENCH MARK DISK
 FP0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0203_STAMPING: AA-3
 FP0203_MARK LOGO: CGS   
 FP0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0203
 FP0203  HISTORY     - Date     Condition        Report By
 FP0203  HISTORY     - 1959     MONUMENTED       CGS
 FP0203  HISTORY     - 1971     GOOD             USGS
 FP0203  HISTORY     - 1983     GOOD             NGS
 FP0203
 FP0203                          STATION DESCRIPTION
 FP0203
 FP0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0203'THE STATION IS ABOUT 3 MILES SOUTHWEST OF CHAMBERS, AND ABOUT
 FP0203'3 MILES NORTHEAST OF NAVAJO, ABOUT 0.15 MILE NORTH OF THE
 FP0203'MC CARRELL MEMORIAL, AND 0.1 MILE NORTHEAST OF MILE POST 351.
 FP0203'
 FP0203'TO REACH THE STATION FROM THE POST OFFICE IN NAVAJO, WHICH IS
 FP0203'ABOUT 38 MILES EAST OF HOLBROOK, GO EAST ON U.S. HIGHWAY 66 FOR
 FP0203'2.9 MILES TO A CATTLE GUARD ON EITHER SIDE OF THE HIGHWAY.
 FP0203'TURN LEFT, CROSSING THE CATTLE GUARD, AND GO NORTHWEST FOR
 FP0203'0.1 MILE TO THE END OF AN AIRPORT RUNWAY.  TURN RIGHT AND GO
 FP0203'NORTHEAST ON THE RUNWAY FOR 0.4 MILE TO A TRACK ROAD ON THE
 FP0203'RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO
 FP0203'THE STATION.
 FP0203'
 FP0203'THE STATION MARK, STAMPED AA 3 1959, IS A STANDARD DISK SET IN
 FP0203'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FP0203'IT IS 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2.6 FEET EAST
 FP0203'OF A WITNESS POST.
 FP0203'
 FP0203'REFERENCE MARK NO. 1, STAMPED AA 3 NO 1 1959, IS A STANDARD DISK
 FP0203'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0203'3 INCHES.  IT IS 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FP0203'
 FP0203'REFERENCE MARK NO. 2, STAMPED AA 3 NO 2 1959, IS A STANDARD DISK
 FP0203'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0203'6 INCHES.  IT IS 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FP0203'
 FP0203'TRIANGULATION STATION CHAMBERS WILL SERVE AS AN AZIMUTH MARK.
 FP0203'SEE DESCRIPTION THEREOF.
 FP0203
 FP0203                          STATION RECOVERY (1971)
 FP0203
 FP0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0203'3.3 MI W FROM CHAMBERS.
 FP0203'TO REACH FROM THE U.S. POST OFFICE AT CHAMBERS, AZ., PROCEED WEST ON
 FP0203'INTERSTATE 40 FOR 3.3 MILES AND TAKE MCCARRELL RD. OFF RAMP TO TOP OF
 FP0203'OVERPASS, TURN LEFT AND CROSS OVERPASS FOR 0.1 MILES TO FRONTAGE ROAD,
 FP0203'TURN RIGHT ON FRONTAGE ROAD AND PROCEED WEST FOR 0.6 MILE TO Y-RD,
 FP0203'TAKE RIGHT FORK FOR 0.15 MILES TO Y-RD, TAKE LEFT FORK AND CONTINUE
 FP0203'NORTH THROUGH UNDERPASS FOR 0.3 MILES TO ABANDONED AIRSTRIP, TURN
 FP0203'RIGHT AND FOLLOW OLD RUNWAY FOR 0.1 MILES, THENCE LEFT (SOUTH) FOR 0.1
 FP0203'MILES TO THE STATION.  NOTE-- TO REACH THE STATION FROM THE POST
 FP0203'OFFICE AT NAVAJO, GO EAST ON U.S. 66 FOR 2.9 MILES.
 FP0203
 FP0203                          STATION RECOVERY (1983)
 FP0203
 FP0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0203'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 FP0203'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0203'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0203'NORTHEAST OF MILEPOST 329, 29.3 METERS (96.1 FT) NORTHWEST OF THE
 FP0203'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 1.5 METERS
 FP0203'(4.9 FT) NORTHWEST OF A FENCE.
 FP0203'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 FP0203'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0204 ***********************************************************************
 FP0204  DESIGNATION -  AA 3 RM 1
 FP0204  PID         -  FP0204
 FP0204  STATE/COUNTY-  AZ/APACHE
 FP0204  USGS QUAD   -  CHAMBERS (1971)
 FP0204
 FP0204                         *CURRENT SURVEY CONTROL
 FP0204  ___________________________________________________________________
 FP0204* NAD 83(1986)-  35 09 32.     (N)    109 29 42.     (W)     SCALED    
 FP0204* NAVD 88     -      1763.780  (meters)    5786.67   (feet)  ADJUSTED  
 FP0204  ___________________________________________________________________
 FP0204  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FP0204  DYNAMIC HT  -        1761.323 (meters)    5778.61  (feet)  COMP
 FP0204  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0204
 FP0204  VERT ORDER  -  SECOND    CLASS 0
 FP0204
 FP0204.The horizontal coordinates were scaled from a topographic map and have
 FP0204.an estimated accuracy of +/- 6 seconds.
 FP0204
 FP0204.The orthometric height was determined by differential leveling
 FP0204.and adjusted in June 1991.
 FP0204
 FP0204.The geoid height was determined by GEOID03.
 FP0204
 FP0204.The dynamic height is computed by dividing the NAVD 88
 FP0204.geopotential number by the normal gravity value computed on the
 FP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0204.degrees latitude (g = 980.6199 gals.).
 FP0204
 FP0204.The modeled gravity was interpolated from observed gravity values.
 FP0204
 FP0204;                    North         East    Units  Estimated Accuracy
 FP0204;SPC AZ E     -   461,410.      274,550.      MT  (+/- 180 meters Scaled)
 FP0204
 FP0204                          SUPERSEDED SURVEY CONTROL
 FP0204
 FP0204  NGVD 29 (??/??/92) 1762.860  (m)         5783.65   (f) ADJ UNCH    2 0
 FP0204
 FP0204.Superseded values are not recommended for survey control.
 FP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0204.See file dsdata.txt to determine how the superseded data were derived.
 FP0204
 FP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD370917(NAD 83)
 FP0204_MARKER: DR = REFERENCE MARK DISK
 FP0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0204_STAMPING: AA 3 NO 1 1959
 FP0204_MARK LOGO: CGS   
 FP0204_PROJECTION: FLUSH
 FP0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0204+STABILITY: SURFACE MOTION
 FP0204
 FP0204  HISTORY     - Date     Condition        Report By
 FP0204  HISTORY     - 1959     MONUMENTED       CGS
 FP0204  HISTORY     - 1983     GOOD             NGS
 FP0204
 FP0204                          STATION DESCRIPTION
 FP0204
 FP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0204'3 MI NE FROM NAVAJO.
 FP0204'3 MILES NORTHEAST OF THE NAVAJO POST OFFICE, WHICH IS ABOUT 38 MILES
 FP0204'EAST OF HOLBROO.  FROM THE NAVAJO POST OFFICE GO NORTHEAST ON U.S.
 FP0204'HIGHWAY 66 FOR 2.9 MILES TO A CATTLE GUARD ON EITHER SIDE OF THE
 FP0204'HIGHWAY.  TURN LEFT, CROSSING THE CATTLE GUARD, AND GO NORTHWEST FOR
 FP0204'0.1 MILE TO THE END OF AN AIRPORT RUNWAY.  TURN RIGHT AND GO NORTHEAST
 FP0204'ON THE RUNWAY FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT
 FP0204'AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO THE STATION 1.5 FEET
 FP0204'NORTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0204'PROJECTS 3 INCHES.
 FP0204
 FP0204                          STATION RECOVERY (1983)
 FP0204
 FP0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0204'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 FP0204'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0204'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0204'NORTHEAST OF MILEPOST 329, 28.8 METERS (94.5 FT) NORTHWEST OF THE
 FP0204'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 7.2 METERS
 FP0204'(23.6 FT) NORTHEAST OF THE STATION MARK AND 0.6 METER (2.0 FT)
 FP0204'NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0204'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0202 ***********************************************************************
 FP0202  DESIGNATION -  AA 3 RM 2
 FP0202  PID         -  FP0202
 FP0202  STATE/COUNTY-  AZ/APACHE
 FP0202  USGS QUAD   -  CHAMBERS (1971)
 FP0202
 FP0202                         *CURRENT SURVEY CONTROL
 FP0202  ___________________________________________________________________
 FP0202* NAD 83(1986)-  35 09 32.     (N)    109 29 44.     (W)     SCALED    
 FP0202* NAVD 88     -      1763.777  (meters)    5786.66   (feet)  ADJUSTED  
 FP0202  ___________________________________________________________________
 FP0202  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FP0202  DYNAMIC HT  -        1761.319 (meters)    5778.59  (feet)  COMP
 FP0202  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0202
 FP0202  VERT ORDER  -  SECOND    CLASS 0
 FP0202
 FP0202.The horizontal coordinates were scaled from a topographic map and have
 FP0202.an estimated accuracy of +/- 6 seconds.
 FP0202
 FP0202.The orthometric height was determined by differential leveling
 FP0202.and adjusted in June 1991.
 FP0202
 FP0202.The geoid height was determined by GEOID03.
 FP0202
 FP0202.The dynamic height is computed by dividing the NAVD 88
 FP0202.geopotential number by the normal gravity value computed on the
 FP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0202.degrees latitude (g = 980.6199 gals.).
 FP0202
 FP0202.The modeled gravity was interpolated from observed gravity values.
 FP0202
 FP0202;                    North         East    Units  Estimated Accuracy
 FP0202;SPC AZ E     -   461,410.      274,500.      MT  (+/- 180 meters Scaled)
 FP0202
 FP0202                          SUPERSEDED SURVEY CONTROL
 FP0202
 FP0202  NGVD 29 (??/??/92) 1762.856  (m)         5783.64   (f) ADJ UNCH    2 0
 FP0202
 FP0202.Superseded values are not recommended for survey control.
 FP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0202.See file dsdata.txt to determine how the superseded data were derived.
 FP0202
 FP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD370917(NAD 83)
 FP0202_MARKER: DR = REFERENCE MARK DISK
 FP0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0202_STAMPING: AA 3 NO 2 1959
 FP0202_MARK LOGO: CGS   
 FP0202_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0202+STABILITY: SURFACE MOTION
 FP0202
 FP0202  HISTORY     - Date     Condition        Report By
 FP0202  HISTORY     - 1959     MONUMENTED       CGS
 FP0202  HISTORY     - 1983     GOOD             NGS
 FP0202
 FP0202                          STATION DESCRIPTION
 FP0202
 FP0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0202'3 MI NE FROM NAVAJO.
 FP0202'3 MILES NORTHEAST OF THE NAVAJO POST OFFICE, WHICH IS ABOUT 38 MILES
 FP0202'EAST OF HOLBRO FROM THE NAVAJO POST OFFICE GO NORTHEAST ON U.S.
 FP0202'HIGHWAY 66 FOR 2.9 MILES TO A CATTLE GUARD ON EITHER SIDE OF THE
 FP0202'HIGHWAY.  TURN LEFT, CROSSING THE CATTLE GUARD AND GO NORTHWEST FOR
 FP0202'0.1 MILE TO THE END OF AN AIRPORT RUNWAY.  TURN RIGHT AND GO NORTHEAST
 FP0202'ON THE RUNWAY FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT
 FP0202'AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO THE STATION 2 FEET
 FP0202'NORTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0202'PROJECTS 6 INCHES.
 FP0202
 FP0202                          STATION RECOVERY (1983)
 FP0202
 FP0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0202'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 FP0202'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0202'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0202'NORTHEAST OF MILEPOST 329, 28.8 METERS (94.5 FT) NORTHWEST OF THE
 FP0202'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 9.4 METERS
 FP0202'(30.8 FT) SOUTHWEST OF THE STATION MARK AND 0.7 METER (2.3 FT)
 FP0202'NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0202'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0213 ***********************************************************************
 FP0213  DESIGNATION -  AA 4
 FP0213  PID         -  FP0213
 FP0213  STATE/COUNTY-  AZ/APACHE
 FP0213  USGS QUAD   -  CHAMBERS (1971)
 FP0213
 FP0213                         *CURRENT SURVEY CONTROL
 FP0213  ___________________________________________________________________
 FP0213* NAD 83(1992)-  35 11 47.69635(N)    109 24 15.18888(W)     ADJUSTED  
 FP0213* NAVD 88     -      1757.207  (meters)    5765.10   (feet)  ADJUSTED  
 FP0213  ___________________________________________________________________
 FP0213  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 FP0213  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FP0213  DYNAMIC HT  -        1754.761 (meters)    5757.08  (feet)  COMP
 FP0213  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 FP0213
 FP0213  HORZ ORDER  -  SECOND
 FP0213  VERT ORDER  -  FIRST     CLASS II
 FP0213
 FP0213.The horizontal coordinates were established by classical geodetic methods
 FP0213.and adjusted by the National Geodetic Survey in August 1993.
 FP0213
 FP0213.The orthometric height was determined by differential leveling
 FP0213.and adjusted in June 1991.
 FP0213.WARNING-Repeat measurements at this control monument indicate possible
 FP0213.vertical movement.
 FP0213
 FP0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0213
 FP0213.The geoid height was determined by GEOID03.
 FP0213
 FP0213.The dynamic height is computed by dividing the NAVD 88
 FP0213.geopotential number by the normal gravity value computed on the
 FP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0213.degrees latitude (g = 980.6199 gals.).
 FP0213
 FP0213.The modeled gravity was interpolated from observed gravity values.
 FP0213
 FP0213;                    North         East     Units Scale Factor Converg.
 FP0213;SPC AZ E     -   465,647.618   282,789.318   MT  0.99995939   +0 26 22.1
 FP0213;SPC AZ E     - 1,527,715.28    927,786.48   iFT  0.99995939   +0 26 22.1
 FP0213;UTM  12      - 3,896,009.893   645,274.884   MT  0.99986010   +0 55 11.8
 FP0213
 FP0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0213!SPC AZ E     -   0.99972783  x   0.99995939  =   0.99968723
 FP0213!UTM  12      -   0.99972783  x   0.99986010  =   0.99958797
 FP0213
 FP0213:                Primary Azimuth Mark                     Grid Az
 FP0213:SPC AZ E     -  CHETO                                    074 33 35.2
 FP0213:UTM  12      -  CHETO                                    074 04 45.5
 FP0213
 FP0213|---------------------------------------------------------------------|
 FP0213| PID    Reference Object                     Distance      Geod. Az  |
 FP0213|                                                           dddmmss.s |
 FP0213| FP0218 CHETO                               APPROX. 5.3 KM 0745957.3 |
 FP0213| FP0214 AA 4 RM 1                             8.856 METERS 08700     |
 FP0213| FP0212 AA 4 RM 2                             8.582 METERS 19846     |
 FP0213|---------------------------------------------------------------------|
 FP0213
 FP0213                          SUPERSEDED SURVEY CONTROL
 FP0213
 FP0213  NAD 83(1986)-  35 11 47.69205(N)    109 24 15.19013(W) AD(       ) 2
 FP0213  NAD 27      -  35 11 47.60850(N)    109 24 12.81150(W) AD(       ) 2
 FP0213  NGVD 29 (??/??/92) 1756.168  (m)         5761.69   (f) ADJ UNCH    1 2
 FP0213
 FP0213.Superseded values are not recommended for survey control.
 FP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0213.See file dsdata.txt to determine how the superseded data were derived.
 FP0213
 FP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4527596010(NAD 83)
 FP0213_MARKER: DB = BENCH MARK DISK
 FP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0213_STAMPING: AA-4 1959
 FP0213_MARK LOGO: CGS   
 FP0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0213
 FP0213  HISTORY     - Date     Condition        Report By
 FP0213  HISTORY     - 1959     MONUMENTED       CGS
 FP0213  HISTORY     - 1971     GOOD             USGS
 FP0213  HISTORY     - 1983     GOOD             NGS
 FP0213
 FP0213                          STATION DESCRIPTION
 FP0213
 FP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0213'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY
 FP0213'66, 4.0 MILES WEST OF SANDERS, AND ABOUT 0.3 MILE EAST OF CHAMBERS.
 FP0213'
 FP0213'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, GO WEST
 FP0213'ON U.S. HIGHWAY 66 FOR 4.0 MILES TO MILE POST 357 AND THE STATION
 FP0213'ON THE LEFT, SOUTH, SIDE OF THE ROAD.
 FP0213'
 FP0213'THE STATION MARK, STAMPED AA 4 1959, IS A STANDARD TRAVERSE DISK
 FP0213'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0213'2 INCHES.  IT IS 93 FEET SOUTH OF HIGHWAY MILE POST 357, 7.5
 FP0213'FEET NORTH OF A FENCE POST WITH A TRIANGLE BLAZE, AND 2 FEET
 FP0213'EAST OF A WITNESS POST.
 FP0213'
 FP0213'REFERENCE MARK NO. 1 STAMPED AA 4 NO 1 1959, IS A STANDARD DISK
 FP0213'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0213'3 INCHES.  IT IS 29.9 FEET EAST OF THE FENCE POST WITH A TRIANGLE
 FP0213'BLAZE.
 FP0213'
 FP0213'REFERENCE MARK NO. 2 STAMPED AA4 NO 2 1959, IS A STANDARD DISK
 FP0213'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0213'3 INCHES.  IT IS 20.4 FEET SOUTH OF THE FENCE POST WITH A
 FP0213'TRIANGLE BLAZE.
 FP0213'
 FP0213'TRAVERSE STATION CHETO CAN BE USED AS AN AZIMUTH MARK.  SEE
 FP0213'DESCRIPTION THEREOF.
 FP0213
 FP0213                          STATION RECOVERY (1971)
 FP0213
 FP0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0213'1.6 MI E FROM CHAMBERS.
 FP0213'TO REACH FROM THE POST OFFICE AT CHAMBERS, PROCEED EAST ON EAST BOUND
 FP0213'LANE OF I-40 FOR 1.6 MILES AND STATION ON LEFT.  MARK IS 145 FT. SOUTH
 FP0213'OF THE CENTER LINE OF THE EAST BOUND LANE AND 93 FT. SOUTH OF THE OLD
 FP0213'CEMENT MILEPOST 357.  NOTE-- FROM THE POST OFFICE AT SANDERS, GO WEST
 FP0213'ON U. S. 66 FOR 4.0 MILES.
 FP0213
 FP0213                          STATION RECOVERY (1983)
 FP0213
 FP0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0213'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 FP0213'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0213'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0213'NORTHEAST OF MILEPOST 335, 43.3 METERS (142.1 FT) SOUTHEAST OF THE
 FP0213'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 13.1 METERS (43.0
 FP0213'FT) NORTHEAST OF A UTILITY POLE, 8.9 METERS (29.2 FT) WEST OF
 FP0213'REFERENCE MARK 1 AND 2.2 METERS (7.2 FT) NORTHWEST OF A FENCE.
 FP0213'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FP0213'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0214 ***********************************************************************
 FP0214  DESIGNATION -  AA 4 RM 1
 FP0214  PID         -  FP0214
 FP0214  STATE/COUNTY-  AZ/APACHE
 FP0214  USGS QUAD   -  CHAMBERS (1971)
 FP0214
 FP0214                         *CURRENT SURVEY CONTROL
 FP0214  ___________________________________________________________________
 FP0214* NAD 83(1986)-  35 11 47.     (N)    109 24 14.     (W)     SCALED    
 FP0214* NAVD 88     -      1756.997  (meters)    5764.41   (feet)  ADJUSTED  
 FP0214  ___________________________________________________________________
 FP0214  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FP0214  DYNAMIC HT  -        1754.551 (meters)    5756.39  (feet)  COMP
 FP0214  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 FP0214
 FP0214  VERT ORDER  -  SECOND    CLASS 0
 FP0214
 FP0214.The horizontal coordinates were scaled from a topographic map and have
 FP0214.an estimated accuracy of +/- 6 seconds.
 FP0214
 FP0214.The orthometric height was determined by differential leveling
 FP0214.and adjusted in June 1991.
 FP0214
 FP0214.The geoid height was determined by GEOID03.
 FP0214
 FP0214.The dynamic height is computed by dividing the NAVD 88
 FP0214.geopotential number by the normal gravity value computed on the
 FP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0214.degrees latitude (g = 980.6199 gals.).
 FP0214
 FP0214.The modeled gravity was interpolated from observed gravity values.
 FP0214
 FP0214;                    North         East    Units  Estimated Accuracy
 FP0214;SPC AZ E     -   465,630.      282,820.      MT  (+/- 180 meters Scaled)
 FP0214
 FP0214                          SUPERSEDED SURVEY CONTROL
 FP0214
 FP0214  NGVD 29 (??/??/92) 1756.067  (m)         5761.36   (f) ADJ UNCH    2 0
 FP0214
 FP0214.Superseded values are not recommended for survey control.
 FP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0214.See file dsdata.txt to determine how the superseded data were derived.
 FP0214
 FP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD453959(NAD 83)
 FP0214_MARKER: DR = REFERENCE MARK DISK
 FP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0214_STAMPING: AA 4 NO 1 1959
 FP0214_MARK LOGO: CGS   
 FP0214_PROJECTION: FLUSH
 FP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0214+STABILITY: SURFACE MOTION
 FP0214
 FP0214  HISTORY     - Date     Condition        Report By
 FP0214  HISTORY     - 1959     MONUMENTED       CGS
 FP0214  HISTORY     - 1983     GOOD             NGS
 FP0214
 FP0214                          STATION DESCRIPTION
 FP0214
 FP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0214'4 MI W FROM SANDERS.
 FP0214'FROM THE POST OFFICE AT SANDERS GO WEST ON U.S. HIGHWAY 66 FOR 4.0
 FP0214'MILES TO THE STATION ON THE LEFT, SOUTH RIGHT-OF-WAY, 30 FEET EAST OF
 FP0214'A FENCE POST WITH A TRIANGLE BLAZE.  A 12-INCH SQUARE CONCRETE POST
 FP0214'THAT PROJECTS 3 INCHES.
 FP0214
 FP0214                          STATION RECOVERY (1983)
 FP0214
 FP0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0214'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 FP0214'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0214'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0214'NORTHEAST OF MILEPOST 335, 44.9 METERS (147.3 FT) SOUTHEAST OF THE
 FP0214'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 8.9 METERS (29.2
 FP0214'FT) EAST OF THE STATION MARK AND 0.5 METER (1.6 FT) NORTHWEST OF A
 FP0214'FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0214'THE MARK IS 9.4 METERS  E FROM A WITNESS POST.
 FP0214'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0212 ***********************************************************************
 FP0212  DESIGNATION -  AA 4 RM 2
 FP0212  PID         -  FP0212
 FP0212  STATE/COUNTY-  AZ/APACHE
 FP0212  USGS QUAD   -  CHAMBERS (1971)
 FP0212
 FP0212                         *CURRENT SURVEY CONTROL
 FP0212  ___________________________________________________________________
 FP0212* NAD 83(1986)-  35 11 48.     (N)    109 24 16.     (W)     SCALED    
 FP0212* NAVD 88     -      1756.989  (meters)    5764.39   (feet)  ADJUSTED  
 FP0212  ___________________________________________________________________
 FP0212  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FP0212  DYNAMIC HT  -        1754.543 (meters)    5756.36  (feet)  COMP
 FP0212  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 FP0212
 FP0212  VERT ORDER  -  SECOND    CLASS 0
 FP0212
 FP0212.The horizontal coordinates were scaled from a topographic map and have
 FP0212.an estimated accuracy of +/- 6 seconds.
 FP0212
 FP0212.The orthometric height was determined by differential leveling
 FP0212.and adjusted in June 1991.
 FP0212
 FP0212.The geoid height was determined by GEOID03.
 FP0212
 FP0212.The dynamic height is computed by dividing the NAVD 88
 FP0212.geopotential number by the normal gravity value computed on the
 FP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0212.degrees latitude (g = 980.6199 gals.).
 FP0212
 FP0212.The modeled gravity was interpolated from observed gravity values.
 FP0212
 FP0212;                    North         East    Units  Estimated Accuracy
 FP0212;SPC AZ E     -   465,660.      282,770.      MT  (+/- 180 meters Scaled)
 FP0212
 FP0212                          SUPERSEDED SURVEY CONTROL
 FP0212
 FP0212  NGVD 29 (??/??/92) 1756.059  (m)         5761.34   (f) ADJ UNCH    2 0
 FP0212
 FP0212.Superseded values are not recommended for survey control.
 FP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0212.See file dsdata.txt to determine how the superseded data were derived.
 FP0212
 FP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD452960(NAD 83)
 FP0212_MARKER: DR = REFERENCE MARK DISK
 FP0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0212_STAMPING: AA 4 NO 2 1959
 FP0212_MARK LOGO: CGS   
 FP0212_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0212+STABILITY: SURFACE MOTION
 FP0212
 FP0212  HISTORY     - Date     Condition        Report By
 FP0212  HISTORY     - 1959     MONUMENTED       CGS
 FP0212  HISTORY     - 1983     GOOD             NGS
 FP0212
 FP0212                          STATION DESCRIPTION
 FP0212
 FP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0212'4 MI W FROM SANDERS.
 FP0212'FROM THE POST OFFICE AT SANDERS GO WEST ON U.S. HIGHWAY 66 FOR 4.0
 FP0212'MILES TO THE STATION ON THE LEFT, SOUTH RIGHT-OF-WAY 20.4 FEET SOUTH
 FP0212'OF A FENCE POST WITH A TRIANGLE BLAZE.  A 12-INCH SQUARE CONCRETE POST
 FP0212'THAT PROJECTS 3 INCHES.
 FP0212
 FP0212                          STATION RECOVERY (1983)
 FP0212
 FP0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0212'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 FP0212'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0212'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0212'NORTHEAST OF MILEPOST 335, 50.6 METERS (166.0 FT) SOUTHEAST OF THE
 FP0212'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 8.6 METERS (28.2
 FP0212'FT) SOUTH OF THE STATION MARK, 6.6 METERS (21.7 FT) EAST OF A UTILITY
 FP0212'POLE AND 5.1 METERS (16.7 FT) SOUTHEAST OF A FENCE.  NOTE=NOT LEVELED
 FP0212'TO THIS SURVEY.
 FP0212'THE MARK IS 8.6 METERS  S FROM A WITNESS POST.
 FP0212'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2279 ***********************************************************************
 CZ2279  DESIGNATION -  AA 43
 CZ2279  PID         -  CZ2279
 CZ2279  STATE/COUNTY-  AZ/PINAL
 CZ2279  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2279
 CZ2279                         *CURRENT SURVEY CONTROL
 CZ2279  ___________________________________________________________________
 CZ2279* NAD 83(1992)-  32 53 37.84542(N)    111 48 33.26213(W)     ADJUSTED  
 CZ2279* NAVD 88     -       415.09   (+/-2cm)    1361.8    (feet)  VERTCON   
 CZ2279  ___________________________________________________________________
 CZ2279  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CZ2279  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2279  HORZ ORDER  -  FIRST
 CZ2279  VERT ORDER  -  THIRD ? (See Below)
 CZ2279
 CZ2279.The horizontal coordinates were established by classical geodetic methods
 CZ2279.and adjusted by the National Geodetic Survey in August 1993.
 CZ2279
 CZ2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2279.The vertical order pertains to the NGVD 29 superseded value.
 CZ2279
 CZ2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2279
 CZ2279.The geoid height was determined by GEOID03.
 CZ2279
 CZ2279;                    North         East     Units Scale Factor Converg.
 CZ2279;SPC AZ C     -   209,984.979   223,410.418   MT  0.99990125   +0 03 30.0
 CZ2279;SPC AZ C     -   688,927.10    732,973.81   iFT  0.99990125   +0 03 30.0
 CZ2279;UTM  12      - 3,639,809.086   424,312.783   MT  0.99967063   -0 26 22.2
 CZ2279
 CZ2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2279!SPC AZ C     -   0.99993958  x   0.99990125  =   0.99984083
 CZ2279!UTM  12      -   0.99993958  x   0.99967063  =   0.99961023
 CZ2279
 CZ2279:                Primary Azimuth Mark                     Grid Az
 CZ2279:SPC AZ C     -  AC 43X                                   077 16 37.0
 CZ2279:UTM  12      -  AC 43X                                   077 46 29.2
 CZ2279
 CZ2279|---------------------------------------------------------------------|
 CZ2279| PID    Reference Object                     Distance      Geod. Az  |
 CZ2279|                                                           dddmmss.s |
 CZ2279| CZ2272 AC 43X                              APPROX. 3.6 KM 0772007.0 |
 CZ2279| CH4662 AA 43 RM E                            8.844 METERS 08937     |
 CZ2279| CH4663 AA 43 RM S                            8.834 METERS 17941     |
 CZ2279|---------------------------------------------------------------------|
 CZ2279
 CZ2279                          SUPERSEDED SURVEY CONTROL
 CZ2279
 CZ2279  NAD 83(1986)-  32 53 37.83920(N)    111 48 33.26355(W) AD(       ) 1
 CZ2279  NAD 27      -  32 53 37.64707(N)    111 48 30.78797(W) AD(       ) 1
 CZ2279  NGVD 29 (07/19/86)  414.45   (m)         1359.7    (f) LEVELING    3  
 CZ2279
 CZ2279.Superseded values are not recommended for survey control.
 CZ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2279.See file dsdata.txt to determine how the superseded data were derived.
 CZ2279
 CZ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2431339809(NAD 83)
 CZ2279_MARKER: DD = SURVEY DISK
 CZ2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2279+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2279
 CZ2279  HISTORY     - Date     Condition        Report By
 CZ2279  HISTORY     - 1967     MONUMENTED       DMA
 CZ2279  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2279
 CZ2279                          STATION DESCRIPTION
 CZ2279
 CZ2279'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2279'T-6-S-.  R-5-E.  IN SECTION 22 NEAR THE NORTHEAST CORNER.
 CZ2279'
 CZ2279'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2279'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2279'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2279'MARK IS STAMPED--AA 43 1967 ARMY MAP SERVICE.
 CZ2279'
 CZ2279'THE STATION MARK IS LOCATED 74 FEET SOUTH OF THE CENTERLINE
 CZ2279'OF EAST-WEST ROAD.  63 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2279'IRRIGATION DITCH.  106 FEET WEST OF THE CENTERLINE OF THE
 CZ2279'NORTH-SOUTH ROAD.
 CZ2279'
 CZ2279'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2279'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2279'(ETHINGTON ROAD).  TURN RIGHT AND GO NORTH ON ETHINGTON
 CZ2279'ROAD FOR 1.0 MILE TO CROSSROAD AND THE STATION SITE.
 CZ2279
 CZ2279                          STATION RECOVERY (2007)
 CZ2279
 CZ2279'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2278 ***********************************************************************
 CZ2278  DESIGNATION -  AA 44
 CZ2278  PID         -  CZ2278
 CZ2278  STATE/COUNTY-  AZ/PINAL
 CZ2278  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2278
 CZ2278                         *CURRENT SURVEY CONTROL
 CZ2278  ___________________________________________________________________
 CZ2278* NAD 83(1992)-  32 52 44.41429(N)    111 48 32.98740(W)     ADJUSTED  
 CZ2278* NAVD 88     -       417.22   (+/-2cm)    1368.8    (feet)  VERTCON   
 CZ2278  ___________________________________________________________________
 CZ2278  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 CZ2278  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2278  HORZ ORDER  -  FIRST
 CZ2278  VERT ORDER  -  THIRD ? (See Below)
 CZ2278
 CZ2278.The horizontal coordinates were established by classical geodetic methods
 CZ2278.and adjusted by the National Geodetic Survey in August 1993.
 CZ2278
 CZ2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2278.The vertical order pertains to the NGVD 29 superseded value.
 CZ2278
 CZ2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2278
 CZ2278.The geoid height was determined by GEOID03.
 CZ2278
 CZ2278;                    North         East     Units Scale Factor Converg.
 CZ2278;SPC AZ C     -   208,339.138   223,419.235   MT  0.99990125   +0 03 30.1
 CZ2278;SPC AZ C     -   683,527.36    733,002.74   iFT  0.99990125   +0 03 30.1
 CZ2278;UTM  12      - 3,638,163.610   424,307.302   MT  0.99967064   -0 26 21.4
 CZ2278
 CZ2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2278!SPC AZ C     -   0.99993924  x   0.99990125  =   0.99984050
 CZ2278!UTM  12      -   0.99993924  x   0.99967064  =   0.99960990
 CZ2278
 CZ2278:                Primary Azimuth Mark                     Grid Az
 CZ2278:SPC AZ C     -  AC 43X                                   054 55 46.2
 CZ2278:UTM  12      -  AC 43X                                   055 25 37.7
 CZ2278
 CZ2278|---------------------------------------------------------------------|
 CZ2278| PID    Reference Object                     Distance      Geod. Az  |
 CZ2278|                                                           dddmmss.s |
 CZ2278| CZ2272 AC 43X                              APPROX. 4.2 KM 0545916.3 |
 CZ2278| CH4664 AA 44 RM E                            8.836 METERS 08901     |
 CZ2278| CH4665 AA 44 RM S                            8.843 METERS 17859     |
 CZ2278|---------------------------------------------------------------------|
 CZ2278
 CZ2278                          SUPERSEDED SURVEY CONTROL
 CZ2278
 CZ2278  NAD 83(1986)-  32 52 44.40807(N)    111 48 32.98870(W) AD(       ) 1
 CZ2278  NAD 27      -  32 52 44.21441(N)    111 48 30.51449(W) AD(       ) 1
 CZ2278  NGVD 29 (07/19/86)  416.59   (m)         1366.8    (f) LEVELING    3  
 CZ2278
 CZ2278.Superseded values are not recommended for survey control.
 CZ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2278.See file dsdata.txt to determine how the superseded data were derived.
 CZ2278
 CZ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2430738164(NAD 83)
 CZ2278_MARKER: DD = SURVEY DISK
 CZ2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2278
 CZ2278  HISTORY     - Date     Condition        Report By
 CZ2278  HISTORY     - 1967     MONUMENTED       DMA
 CZ2278  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2278
 CZ2278                          STATION DESCRIPTION
 CZ2278
 CZ2278'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2278'T-6-S.  R-5-E.  IN SECTION 27 NEAR THE NORTHEAST CORNER.
 CZ2278'
 CZ2278'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2278'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2278'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2278'MARK IS STAMPED--AA 44 1967 ARMY MAP SERVICE.
 CZ2278'
 CZ2278'THE STATION MARK IS LOCATED 100 FEET SOUTH OF THE EAST-WEST
 CZ2278'POWER LINE.  96 FEET SOUTH OF THE MAIN EAST-WEST FENCE.  144
 CZ2278'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  91 FEET
 CZ2278'WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  49 FEET WEST OF THE
 CZ2278'CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2278'
 CZ2278'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2278'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2278'(ETHINGTON ROAD) AND THE STATION SITE.
 CZ2278
 CZ2278                          STATION RECOVERY (2006)
 CZ2278
 CZ2278'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2278'THE DESCRIBED LOCATION IS A CULTIVATED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2322 ***********************************************************************
 CZ2322  DESIGNATION -  AA 45
 CZ2322  PID         -  CZ2322
 CZ2322  STATE/COUNTY-  AZ/PINAL
 CZ2322  USGS QUAD   -  CHUICHU (1992)
 CZ2322
 CZ2322                         *CURRENT SURVEY CONTROL
 CZ2322  ___________________________________________________________________
 CZ2322* NAD 83(1992)-  32 51 50.71833(N)    111 48 30.74521(W)     ADJUSTED  
 CZ2322* NAVD 88     -       417.94   (+/-2cm)    1371.2    (feet)  VERTCON   
 CZ2322  ___________________________________________________________________
 CZ2322  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CZ2322  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2322  HORZ ORDER  -  FIRST
 CZ2322  VERT ORDER  -  THIRD ? (See Below)
 CZ2322
 CZ2322.The horizontal coordinates were established by classical geodetic methods
 CZ2322.and adjusted by the National Geodetic Survey in August 1993.
 CZ2322
 CZ2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2322.The vertical order pertains to the NGVD 29 superseded value.
 CZ2322
 CZ2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2322
 CZ2322.The geoid height was determined by GEOID03.
 CZ2322
 CZ2322;                    North         East     Units Scale Factor Converg.
 CZ2322;SPC AZ C     -   206,685.196   223,479.208   MT  0.99990126   +0 03 31.2
 CZ2322;SPC AZ C     -   678,101.04    733,199.50   iFT  0.99990126   +0 03 31.2
 CZ2322;UTM  12      - 3,636,509.590   424,352.900   MT  0.99967056   -0 26 19.6
 CZ2322
 CZ2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2322!SPC AZ C     -   0.99993913  x   0.99990126  =   0.99984040
 CZ2322!UTM  12      -   0.99993913  x   0.99967056  =   0.99960971
 CZ2322
 CZ2322|---------------------------------------------------------------------|
 CZ2322| PID    Reference Object                     Distance      Geod. Az  |
 CZ2322|                                                           dddmmss.s |
 CZ2322| CH4666 AA 45 RM E                            8.831 METERS 08940     |
 CZ2322| CH4667 AA 45 RM S                            8.834 METERS 17939     |
 CZ2322| CZ2321 AA 46                               APPROX. 1.5 KM 1793933.9 |
 CZ2322|---------------------------------------------------------------------|
 CZ2322
 CZ2322                          SUPERSEDED SURVEY CONTROL
 CZ2322
 CZ2322  NAD 83(1986)-  32 51 50.71212(N)    111 48 30.74637(W) AD(       ) 1
 CZ2322  NAD 27      -  32 51 50.51684(N)    111 48 28.27353(W) AD(       ) 1
 CZ2322  NGVD 29 (07/19/86)  417.31   (m)         1369.1    (f) LEVELING    3  
 CZ2322
 CZ2322.Superseded values are not recommended for survey control.
 CZ2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2322.See file dsdata.txt to determine how the superseded data were derived.
 CZ2322
 CZ2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2435336510(NAD 83)
 CZ2322_MARKER: DD = SURVEY DISK
 CZ2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2322
 CZ2322  HISTORY     - Date     Condition        Report By
 CZ2322  HISTORY     - 1967     MONUMENTED       DMA
 CZ2322  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2322
 CZ2322                          STATION DESCRIPTION
 CZ2322
 CZ2322'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2322'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE NORTHWEST CORNER.
 CZ2322'
 CZ2322'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2322'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2322'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2322'IS STAMPED--AA 45 1967 ARMY MAP SERVICE.
 CZ2322'
 CZ2322'THE STATION MARK IS LOCATED 236 FEET SOUTH OF THE CENTERLINE OF
 CZ2322'EAST-WEST ROAD.  211 FEET SOUTH OF THE EAST-WEST POWERLINE.  95
 CZ2322'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  65 FEET EAST
 CZ2322'OF THE NORTH-SOUTH POWERLINE.
 CZ2322'
 CZ2322'TO REACH FROM THE JUNCTION OF STATE ROUTE 84 AND 93 IN CASA
 CZ2322'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2322'(ETHINGTON ROAD).  TURN LEFT AND GO SOUTH ON ETHINGTON ROAD FOR 1.0
 CZ2322'MILE TO A CROSSROAD (PETERS ROAD) AND THE STATION SITE.
 CZ2322
 CZ2322                          STATION RECOVERY (2008)
 CZ2322
 CZ2322'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2322'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2322'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2321 ***********************************************************************
 CZ2321  DESIGNATION -  AA 46
 CZ2321  PID         -  CZ2321
 CZ2321  STATE/COUNTY-  AZ/PINAL
 CZ2321  USGS QUAD   -  CHUICHU (1992)
 CZ2321
 CZ2321                         *CURRENT SURVEY CONTROL
 CZ2321  ___________________________________________________________________
 CZ2321* NAD 83(1992)-  32 51 01.94779(N)    111 48 30.40176(W)     ADJUSTED  
 CZ2321* NAVD 88     -       420.52   (+/-2cm)    1379.7    (feet)  VERTCON   
 CZ2321  ___________________________________________________________________
 CZ2321  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CZ2321  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2321  HORZ ORDER  -  FIRST
 CZ2321  VERT ORDER  -  THIRD ? (See Below)
 CZ2321
 CZ2321.The horizontal coordinates were established by classical geodetic methods
 CZ2321.and adjusted by the National Geodetic Survey in August 1993.
 CZ2321
 CZ2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2321.The vertical order pertains to the NGVD 29 superseded value.
 CZ2321
 CZ2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2321
 CZ2321.The geoid height was determined by GEOID03.
 CZ2321
 CZ2321;                    North         East     Units Scale Factor Converg.
 CZ2321;SPC AZ C     -   205,182.924   223,489.676   MT  0.99990126   +0 03 31.3
 CZ2321;SPC AZ C     -   673,172.32    733,233.85   iFT  0.99990126   +0 03 31.3
 CZ2321;UTM  12      - 3,635,007.631   424,350.328   MT  0.99967056   -0 26 18.8
 CZ2321
 CZ2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2321!SPC AZ C     -   0.99993873  x   0.99990126  =   0.99984000
 CZ2321!UTM  12      -   0.99993873  x   0.99967056  =   0.99960931
 CZ2321
 CZ2321:                Primary Azimuth Mark                     Grid Az
 CZ2321:SPC AZ C     -  AC 43X                                   031 15 08.0
 CZ2321:UTM  12      -  AC 43X                                   031 44 58.1
 CZ2321
 CZ2321|---------------------------------------------------------------------|
 CZ2321| PID    Reference Object                     Distance      Geod. Az  |
 CZ2321|                                                           dddmmss.s |
 CZ2321| CZ2272 AC 43X                              APPROX. 6.5 KM 0311839.3 |
 CZ2321| CH4668 AA 46 RM E                            8.834 METERS 08917     |
 CZ2321| CH4669 AA 46 RM S                            8.836 METERS 17921     |
 CZ2321|---------------------------------------------------------------------|
 CZ2321
 CZ2321                          SUPERSEDED SURVEY CONTROL
 CZ2321
 CZ2321  NAD 83(1986)-  32 51 01.94158(N)    111 48 30.40281(W) AD(       ) 1
 CZ2321  NAD 27      -  32 51 01.74488(N)    111 48 27.93120(W) AD(       ) 1
 CZ2321  NGVD 29 (07/19/86)  419.90   (m)         1377.6    (f) LEVELING    3  
 CZ2321
 CZ2321.Superseded values are not recommended for survey control.
 CZ2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2321.See file dsdata.txt to determine how the superseded data were derived.
 CZ2321
 CZ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2435035008(NAD 83)
 CZ2321_MARKER: DD = SURVEY DISK
 CZ2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2321
 CZ2321  HISTORY     - Date     Condition        Report By
 CZ2321  HISTORY     - 1967     MONUMENTED       DMA
 CZ2321
 CZ2321                          STATION DESCRIPTION
 CZ2321
 CZ2321'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2321'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE SOUTHWEST CORNER.
 CZ2321'
 CZ2321'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2321'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2321'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2321'IS STAMPED--AA 46 1967 ARMY MAP SERVICE.
 CZ2321'
 CZ2321'THE STATION MARK IS LOCATED 112 FEET NORTH OF THE CENTERLINE OF
 CZ2321'THE EAST-WEST IRRIGATION DITCH.  106 FEET EAST OF THE ASSUMED
 CZ2321'NORTH-SOUTH SECTION LINE.
 CZ2321'
 CZ2321'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2321'GRANDE, ARIZONA GO WEST ON 84 FOR 3.0 MILES TO A CROSSROAD
 CZ2321'(ETHINGTON ROAD).  TURN LEFT AND GO SOUTH ON ETHINGTON ROAD FOR
 CZ2321'2.0 MILES TO A DITCH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2326 ***********************************************************************
 CZ2326  DESIGNATION -  AA 47
 CZ2326  PID         -  CZ2326
 CZ2326  STATE/COUNTY-  AZ/PINAL
 CZ2326  USGS QUAD   -  CHUICHU (1992)
 CZ2326
 CZ2326                         *CURRENT SURVEY CONTROL
 CZ2326  ___________________________________________________________________
 CZ2326* NAD 83(1992)-  32 50 07.70004(N)    111 48 32.96250(W)     ADJUSTED  
 CZ2326* NAVD 88     -       423.80   (+/-2cm)    1390.4    (feet)  VERTCON   
 CZ2326  ___________________________________________________________________
 CZ2326  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CZ2326  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2326  HORZ ORDER  -  FIRST
 CZ2326  VERT ORDER  -  THIRD ? (See Below)
 CZ2326
 CZ2326.The horizontal coordinates were established by classical geodetic methods
 CZ2326.and adjusted by the National Geodetic Survey in August 1993.
 CZ2326
 CZ2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2326.The vertical order pertains to the NGVD 29 superseded value.
 CZ2326
 CZ2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2326
 CZ2326.The geoid height was determined by GEOID03.
 CZ2326
 CZ2326;                    North         East     Units Scale Factor Converg.
 CZ2326;SPC AZ C     -   203,511.865   223,424.796   MT  0.99990125   +0 03 29.9
 CZ2326;SPC AZ C     -   667,689.85    733,020.98   iFT  0.99990125   +0 03 29.9
 CZ2326;UTM  12      - 3,633,337.583   424,270.969   MT  0.99967071   -0 26 19.6
 CZ2326
 CZ2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2326!SPC AZ C     -   0.99993822  x   0.99990125  =   0.99983947
 CZ2326!UTM  12      -   0.99993822  x   0.99967071  =   0.99960895
 CZ2326
 CZ2326|---------------------------------------------------------------------|
 CZ2326| PID    Reference Object                     Distance      Geod. Az  |
 CZ2326|                                                           dddmmss.s |
 CZ2326| CH4670 AA 47 RM E                            8.826 METERS 08911     |
 CZ2326| CZ2047 CASA GRANDE 2                       APPROX. 9.2 KM 1005138.0 |
 CZ2326| CH4671 AA 47 RM S                            8.832 METERS 17858     |
 CZ2326|---------------------------------------------------------------------|
 CZ2326
 CZ2326                          SUPERSEDED SURVEY CONTROL
 CZ2326
 CZ2326  NAD 83(1986)-  32 50 07.69382(N)    111 48 32.96343(W) AD(       ) 1
 CZ2326  NAD 27      -  32 50 07.49552(N)    111 48 30.49315(W) AD(       ) 1
 CZ2326  NGVD 29 (07/19/86)  423.18   (m)         1388.4    (f) LEVELING    3  
 CZ2326
 CZ2326.Superseded values are not recommended for survey control.
 CZ2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2326.See file dsdata.txt to determine how the superseded data were derived.
 CZ2326
 CZ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2427133338(NAD 83)
 CZ2326_MARKER: DD = SURVEY DISK
 CZ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2326+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2326
 CZ2326  HISTORY     - Date     Condition        Report By
 CZ2326  HISTORY     - 1966     MONUMENTED       DMA
 CZ2326  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2326
 CZ2326                          STATION DESCRIPTION
 CZ2326
 CZ2326'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2326'T-7-S.  R-5-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2326'
 CZ2326'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2326'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2326'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2326'IS STAMPED--AA 47 1966 ARMY MAP SERVICE.
 CZ2326'
 CZ2326'THE STATION MARK IS LOCATED 94 FEET WEST OF NORTH-SOUTH
 CZ2326'FENCE.  70 FEET SOUTH OF THE EAST-WEST FENCE.  92 FEET SOUTH OF
 CZ2326'THE CENTERLINE OF EAST-WEST ROAD.  112 FEET WEST OF THE CENTERLINE
 CZ2326'OF NORTH-SOUTH ROAD.  53 FEET WEST OF SMALL NORTH-SOUTH LEVEE.
 CZ2326
 CZ2326                          STATION RECOVERY (2008)
 CZ2326
 CZ2326'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2327 ***********************************************************************
 CZ2327  DESIGNATION -  AA 48
 CZ2327  PID         -  CZ2327
 CZ2327  STATE/COUNTY-  AZ/PINAL
 CZ2327  USGS QUAD   -  CHUICHU (1992)
 CZ2327
 CZ2327                         *CURRENT SURVEY CONTROL
 CZ2327  ___________________________________________________________________
 CZ2327* NAD 83(1992)-  32 49 15.60034(N)    111 48 33.66737(W)     ADJUSTED  
 CZ2327* NAVD 88     -       427.57   (+/-2cm)    1402.8    (feet)  VERTCON   
 CZ2327  ___________________________________________________________________
 CZ2327  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CZ2327  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2327  HORZ ORDER  -  FIRST
 CZ2327  VERT ORDER  -  THIRD ? (See Below)
 CZ2327
 CZ2327.The horizontal coordinates were established by classical geodetic methods
 CZ2327.and adjusted by the National Geodetic Survey in August 1993.
 CZ2327
 CZ2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2327.The vertical order pertains to the NGVD 29 superseded value.
 CZ2327
 CZ2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2327
 CZ2327.The geoid height was determined by GEOID03.
 CZ2327
 CZ2327;                    North         East     Units Scale Factor Converg.
 CZ2327;SPC AZ C     -   201,907.025   223,408.096   MT  0.99990124   +0 03 29.4
 CZ2327;SPC AZ C     -   662,424.62    732,966.19   iFT  0.99990124   +0 03 29.4
 CZ2327;UTM  12      - 3,631,733.318   424,240.357   MT  0.99967077   -0 26 19.3
 CZ2327
 CZ2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2327!SPC AZ C     -   0.99993763  x   0.99990124  =   0.99983887
 CZ2327!UTM  12      -   0.99993763  x   0.99967077  =   0.99960842
 CZ2327
 CZ2327|---------------------------------------------------------------------|
 CZ2327| PID    Reference Object                     Distance      Geod. Az  |
 CZ2327|                                                           dddmmss.s |
 CZ2327| CH4672 AA 48 RM E                            8.832 METERS 08916     |
 CZ2327| CZ2047 CASA GRANDE 2                       APPROX. 9.0 KM 0904529.6 |
 CZ2327| CH4673 AA 48 RM S                            8.836 METERS 17910     |
 CZ2327|---------------------------------------------------------------------|
 CZ2327
 CZ2327                          SUPERSEDED SURVEY CONTROL
 CZ2327
 CZ2327  NAD 83(1986)-  32 49 15.59410(N)    111 48 33.66819(W) AD(       ) 1
 CZ2327  NAD 27      -  32 49 15.39436(N)    111 48 31.19922(W) AD(       ) 1
 CZ2327  NGVD 29 (07/19/86)  426.95   (m)         1400.8    (f) LEVELING    3  
 CZ2327
 CZ2327.Superseded values are not recommended for survey control.
 CZ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2327.See file dsdata.txt to determine how the superseded data were derived.
 CZ2327
 CZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2424031733(NAD 83)
 CZ2327_MARKER: DD = SURVEY DISK
 CZ2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2327+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2327
 CZ2327  HISTORY     - Date     Condition        Report By
 CZ2327  HISTORY     - 1966     MONUMENTED       DMA
 CZ2327  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2327
 CZ2327                          STATION DESCRIPTION
 CZ2327
 CZ2327'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2327'T-7-S.  R-5-E.  IN SECTION 15 NEAR THE NORTHEAST CORNER.
 CZ2327'
 CZ2327'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2327'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2327'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2327'IS STAMPED--AA 48 1966 ARMY MAP SERVICE.
 CZ2327'
 CZ2327'THE STATION MARK IS LOCATED 92 FEET SOUTH OF THE CENTERLINE OF
 CZ2327'EAST-WEST ROAD.  77 FEET SOUTH OF EAST-WEST FENCE.  86 FEET WEST OF
 CZ2327'THE TOP OF NORTH-SOUTH LEVEE.  137 FEET WEST OF NORTH-SOUTH
 CZ2327'FENCE.
 CZ2327
 CZ2327                          STATION RECOVERY (2007)
 CZ2327
 CZ2327'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2328 ***********************************************************************
 CZ2328  DESIGNATION -  AA 49
 CZ2328  PID         -  CZ2328
 CZ2328  STATE/COUNTY-  AZ/PINAL
 CZ2328  USGS QUAD   -  CHUICHU (1992)
 CZ2328
 CZ2328                         *CURRENT SURVEY CONTROL
 CZ2328  ___________________________________________________________________
 CZ2328* NAD 83(1992)-  32 48 25.24899(N)    111 48 34.05768(W)     ADJUSTED  
 CZ2328* NAVD 88     -       429.97   (+/-2cm)    1410.7    (feet)  VERTCON   
 CZ2328  ___________________________________________________________________
 CZ2328  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CZ2328  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2328  HORZ ORDER  -  FIRST
 CZ2328  VERT ORDER  -  THIRD ? (See Below)
 CZ2328
 CZ2328.The horizontal coordinates were established by classical geodetic methods
 CZ2328.and adjusted by the National Geodetic Survey in August 1993.
 CZ2328
 CZ2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2328.The vertical order pertains to the NGVD 29 superseded value.
 CZ2328
 CZ2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2328
 CZ2328.The geoid height was determined by GEOID03.
 CZ2328
 CZ2328;                    North         East     Units Scale Factor Converg.
 CZ2328;SPC AZ C     -   200,356.052   223,399.517   MT  0.99990124   +0 03 29.1
 CZ2328;SPC AZ C     -   657,336.13    732,938.05   iFT  0.99990124   +0 03 29.1
 CZ2328;UTM  12      - 3,630,182.835   424,218.336   MT  0.99967081   -0 26 18.9
 CZ2328
 CZ2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2328!SPC AZ C     -   0.99993725  x   0.99990124  =   0.99983850
 CZ2328!UTM  12      -   0.99993725  x   0.99967081  =   0.99960808
 CZ2328
 CZ2328:                Primary Azimuth Mark                     Grid Az
 CZ2328:SPC AZ C     -  AA 48                                    000 19 00.9
 CZ2328:UTM  12      -  AA 48                                    000 48 48.9
 CZ2328
 CZ2328|---------------------------------------------------------------------|
 CZ2328| PID    Reference Object                     Distance      Geod. Az  |
 CZ2328|                                                           dddmmss.s |
 CZ2328| CZ2327 AA 48                               APPROX. 1.6 KM 0002230.0 |
 CZ2328| CH4674 AA 49 RM E                            8.836 METERS 08901     |
 CZ2328| CH4675 AA 49 RM S                            8.842 METERS 17859     |
 CZ2328|---------------------------------------------------------------------|
 CZ2328
 CZ2328                          SUPERSEDED SURVEY CONTROL
 CZ2328
 CZ2328  NAD 83(1986)-  32 48 25.24275(N)    111 48 34.05837(W) AD(       ) 1
 CZ2328  NAD 27      -  32 48 25.04168(N)    111 48 31.59065(W) AD(       ) 1
 CZ2328  NGVD 29 (07/19/86)  429.35   (m)         1408.6    (f) LEVELING    3  
 CZ2328
 CZ2328.Superseded values are not recommended for survey control.
 CZ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2328.See file dsdata.txt to determine how the superseded data were derived.
 CZ2328
 CZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2421830183(NAD 83)
 CZ2328_MARKER: DD = SURVEY DISK
 CZ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2328+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2328
 CZ2328  HISTORY     - Date     Condition        Report By
 CZ2328  HISTORY     - 1966     MONUMENTED       DMA
 CZ2328  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2328
 CZ2328                          STATION DESCRIPTION
 CZ2328
 CZ2328'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2328'T-7-S.  R-5-E.  IN SECTION 15 NEAR THE SOUTHEAST CORNER.
 CZ2328'
 CZ2328'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2328'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2328'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2328'IS STAMPED--AA 49 1966 ARMY MAP SERVICE.
 CZ2328'
 CZ2328'THE STATION MARK IS LOCATED 127 FEET NORTH OF EAST-WEST
 CZ2328'SECTION LINE.  231 FEET WEST-NORTHWEST OF SECTION CORNER.  94 FEET
 CZ2328'NORTH OF EAST-WEST POWERLINE.  33 FEET SOUTH OF EAST-WEST
 CZ2328'FENCE.  32 FEET NORTH OF EAST-WEST FIELD ROAD.
 CZ2328
 CZ2328                          STATION RECOVERY (2007)
 CZ2328
 CZ2328'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0224 ***********************************************************************
 FP0224  DESIGNATION -  AA 5
 FP0224  PID         -  FP0224
 FP0224  STATE/COUNTY-  AZ/APACHE
 FP0224  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0224
 FP0224                         *CURRENT SURVEY CONTROL
 FP0224  ___________________________________________________________________
 FP0224* NAD 83(1992)-  35 15 05.68974(N)    109 17 13.94443(W)     ADJUSTED  
 FP0224* NAVD 88     -      1827.529  (meters)    5995.82   (feet)  ADJUSTED  
 FP0224  ___________________________________________________________________
 FP0224  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 FP0224  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FP0224  DYNAMIC HT  -        1824.980 (meters)    5987.46  (feet)  COMP
 FP0224  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 FP0224
 FP0224  HORZ ORDER  -  SECOND
 FP0224  VERT ORDER  -  FIRST     CLASS II
 FP0224
 FP0224.The horizontal coordinates were established by classical geodetic methods
 FP0224.and adjusted by the National Geodetic Survey in August 1993.
 FP0224
 FP0224.The orthometric height was determined by differential leveling
 FP0224.and adjusted in June 1991.
 FP0224
 FP0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0224
 FP0224.The geoid height was determined by GEOID03.
 FP0224
 FP0224.The dynamic height is computed by dividing the NAVD 88
 FP0224.geopotential number by the normal gravity value computed on the
 FP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0224.degrees latitude (g = 980.6199 gals.).
 FP0224
 FP0224.The modeled gravity was interpolated from observed gravity values.
 FP0224
 FP0224;                    North         East     Units Scale Factor Converg.
 FP0224;SPC AZ E     -   471,837.010   293,390.836   MT  0.99997891   +0 30 27.4
 FP0224;SPC AZ E     - 1,548,021.69    962,568.36   iFT  0.99997891   +0 30 27.4
 FP0224;UTM  12      - 3,902,287.469   655,823.146   MT  0.99989924   +0 59 19.6
 FP0224
 FP0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0224!SPC AZ E     -   0.99971674  x   0.99997891  =   0.99969566
 FP0224!UTM  12      -   0.99971674  x   0.99989924  =   0.99961601
 FP0224
 FP0224|---------------------------------------------------------------------|
 FP0224| PID    Reference Object                     Distance      Geod. Az  |
 FP0224|                                                           dddmmss.s |
 FP0224| FP0225 AA 5 RM 1                             7.086 METERS 08131     |
 FP0224| FP0223 AA 5 RM 2                            19.876 METERS 17702     |
 FP0224| FP0585 S 11                                APPROX. 5.1 KM 2274611.1 |
 FP0224|---------------------------------------------------------------------|
 FP0224
 FP0224                          SUPERSEDED SURVEY CONTROL
 FP0224
 FP0224  NAD 83(1986)-  35 15 05.68651(N)    109 17 13.94546(W) AD(       ) 2
 FP0224  NAD 27      -  35 15 05.59570(N)    109 17 11.59710(W) AD(       ) 2
 FP0224  NGVD 29 (??/??/92) 1826.568  (m)         5992.67   (f) ADJ UNCH    1 2
 FP0224
 FP0224.Superseded values are not recommended for survey control.
 FP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0224.See file dsdata.txt to determine how the superseded data were derived.
 FP0224
 FP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE5582302287(NAD 83)
 FP0224_MARKER: DB = BENCH MARK DISK
 FP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0224_MARK LOGO: CGS   
 FP0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0224
 FP0224  HISTORY     - Date     Condition        Report By
 FP0224  HISTORY     - 1959     MONUMENTED       CGS
 FP0224  HISTORY     - 1974     GOOD             USGS
 FP0224  HISTORY     - 1983     GOOD             NGS
 FP0224
 FP0224                          STATION DESCRIPTION
 FP0224
 FP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0224'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF SANDERS AND
 FP0224'ABOUT 0.2 MILE NORTHWEST OF MILE POST 365, NEAR THE SOUTH POINT
 FP0224'OF A RIDGE.
 FP0224'
 FP0224'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS GO NORTHEAST
 FP0224'ON U.S. HIGHWAY 66 FOR 3.1 MILES TO A SIDE ROAD LEFT AND A SIGN,
 FP0224'PINE SPRINGS 12 MINES.  TURN LEFT, NORTH, OFF THE HIGHWAY AND
 FP0224'DRIVE ALONG THE NORTH SIDE OF THE HIGHWAY AND THE SOUTH SIDE
 FP0224'OF A FENCE FOR 0.2 MILE TO A GATE.  GO THRU THE GATE AND GO
 FP0224'NORTHEAST 0.1 MILE TO THE CREST OF THE RIDGE AND STATION.
 FP0224'
 FP0224'THE STATION MARK, STAMPED AA 5 1959, IS A STANDARD TRAVERSE
 FP0224'STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FP0224'POST THAT PROJECTS 4 INCHES.  IT IS 220 FEET NORTHWEST OF THE
 FP0224'RIGHT-OF-WAY FENCE AND 55 FEET EAST OF A POWER POLE AND 9 FEET
 FP0224'SOUTHWEST OF THE WITNESS POST.
 FP0224'
 FP0224'REFERENCE MARK 1, STAMPED AA 5 NO 1 1959, IS A STANDARD DISK
 FP0224'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 1 FOOT WEST OF A
 FP0224'CAIRN AND 1 FOOT BELOW STATION ELEVATION.
 FP0224'
 FP0224'REFERENCE MARK 2, STAMPED AA 5 NO 2 1959, IS A STANDARD
 FP0224'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 1 FOOT
 FP0224'NORTH OF A CAIRN AND 1 FOOT BELOW STATION ELEVATION.
 FP0224'
 FP0224'TRIANGULATION STATION AHD S 11 WILL SERVE AS AN AZIMUTH MARK.
 FP0224'SEE DESCRIPTION THEREOF.
 FP0224
 FP0224                          STATION RECOVERY (1974)
 FP0224
 FP0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FP0224'3.1 MI E FROM SANDERS.
 FP0224'FROM A POINT ON THE FRONTAGE ROAD AT THE INTERCHANGE OF THE NORTH SIDE
 FP0224'OF THE FREEWAY OPPOSITE THE CEDAR POINT TRADING POST PROCEED EAST FOR
 FP0224'1.5 MILE TO TRACK ROAD INTERSECTION.  TURN RIGHT ON THE TRACK ROAD AND
 FP0224'GO .05 MILES TO A FORK.  TAKE THE LEFT FORK AND TRAVEL 0.5 MILES TO
 FP0224'THE END OF TRUCK TRAVEL AND THE STATION.  NOTE-- FROM THE POST OFFICE
 FP0224'AT SANDERS GO NORTHEAST ON U.S. HIGHWAY 66 FOR 3.1 MILES TO A SIDE
 FP0224'ROAD LEFT AND A SIGN.
 FP0224
 FP0224                          STATION RECOVERY (1983)
 FP0224
 FP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0224'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 FP0224'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0224'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 1.3 KM (0.8 MI)
 FP0224'SOUTHWEST OF THE QUERINO ROAD OVERPASS, 0.2 KM (0.1 MI) NORTHEAST OF
 FP0224'MILEPOST 343, 60.7 METERS (199.1 FT) NORTHWEST OF THE CENTERLINE OF
 FP0224'THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 33.0 METERS (108.3 FT)
 FP0224'NORTHWEST OF A FENCE, 19.9 METERS (65.3 FT) NORTH OF REFERENCE MARK 2
 FP0224'AND 7.1 METERS (23.3 FT) WEST OF REFERENCE MARK 1.
 FP0224'THE MARK IS 2.7 METERS  SW FROM A WITNESS POST.
 FP0224'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0225 ***********************************************************************
 FP0225  DESIGNATION -  AA 5 RM 1
 FP0225  PID         -  FP0225
 FP0225  STATE/COUNTY-  AZ/APACHE
 FP0225  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0225
 FP0225                         *CURRENT SURVEY CONTROL
 FP0225  ___________________________________________________________________
 FP0225* NAD 83(1986)-  35 15 05.     (N)    109 17 13.     (W)     SCALED    
 FP0225* NAVD 88     -      1826.736  (meters)    5993.22   (feet)  ADJUSTED  
 FP0225  ___________________________________________________________________
 FP0225  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FP0225  DYNAMIC HT  -        1824.187 (meters)    5984.85  (feet)  COMP
 FP0225  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 FP0225
 FP0225  VERT ORDER  -  SECOND    CLASS 0
 FP0225
 FP0225.The horizontal coordinates were scaled from a topographic map and have
 FP0225.an estimated accuracy of +/- 6 seconds.
 FP0225
 FP0225.The orthometric height was determined by differential leveling
 FP0225.and adjusted in June 1991.
 FP0225
 FP0225.The geoid height was determined by GEOID03.
 FP0225
 FP0225.The dynamic height is computed by dividing the NAVD 88
 FP0225.geopotential number by the normal gravity value computed on the
 FP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0225.degrees latitude (g = 980.6199 gals.).
 FP0225
 FP0225.The modeled gravity was interpolated from observed gravity values.
 FP0225
 FP0225;                    North         East    Units  Estimated Accuracy
 FP0225;SPC AZ E     -   471,820.      293,420.      MT  (+/- 180 meters Scaled)
 FP0225
 FP0225                          SUPERSEDED SURVEY CONTROL
 FP0225
 FP0225  NGVD 29 (??/??/92) 1825.78   (m)         5990.1    (f) COMPUTED    2 0
 FP0225
 FP0225.Superseded values are not recommended for survey control.
 FP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0225.See file dsdata.txt to determine how the superseded data were derived.
 FP0225
 FP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE558022(NAD 83)
 FP0225_MARKER: DR = REFERENCE MARK DISK
 FP0225_SETTING: 66 = SET IN ROCK OUTCROP
 FP0225_SP_SET: BEDROCK
 FP0225_STAMPING: AA 5 NO 1 1959
 FP0225_MARK LOGO: CGS   
 FP0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0225+STABILITY: POSITION/ELEVATION WELL
 FP0225
 FP0225  HISTORY     - Date     Condition        Report By
 FP0225  HISTORY     - 1959     MONUMENTED       CGS
 FP0225  HISTORY     - 1974     GOOD             USGS
 FP0225  HISTORY     - 1983     GOOD             NGS
 FP0225
 FP0225                          STATION DESCRIPTION
 FP0225
 FP0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0225'3.4 MI NE FROM SANDERS.
 FP0225'FROM THE POST OFFICE AT SANDERS GO NORTHEAST ON U.S. HIGHWAY 66 FOR
 FP0225'3.1 MILES TO A SIDE ROAD LEFT AND A SIGN, PINE SPRINGS 12 MILES. TURN
 FP0225'LEFT, NORTH OFF THE HIGHWAY AND DRIVE ALONG THE NORTH SIDE OF THE
 FP0225'HIGHWAY AND SOUTH SIDE OF THE FENCE FOR 0.2 MILE TO A GATE.  GO THRU
 FP0225'GATE AND GO NORTHEAST 0.1 MILE TO THE CREST OF THE RIDGE AND STATION 1
 FP0225'FOOT NORTH OF A CAIRN.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FP0225'BEDROCK.
 FP0225
 FP0225                          STATION RECOVERY (1974)
 FP0225
 FP0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FP0225'RECOVERED IN GOOD CONDITION.
 FP0225
 FP0225                          STATION RECOVERY (1983)
 FP0225
 FP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0225'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 FP0225'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0225'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 1.3 KM (0.8 MI)
 FP0225'SOUTHWEST OF A HIGHWAY OVERPASS, IN THE CENTER OF THE NORTHWESTERN 1/2
 FP0225'OF A 5 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 56.1 METERS (184.1
 FP0225'FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0225'HIGHWAY, 28.4 METERS (93.2 FT) NORTHWEST OF A FENCE AND 7.1 METERS
 FP0225'(23.3 FT) EAST OF THE STATION MARK.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0225'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0223 ***********************************************************************
 FP0223  DESIGNATION -  AA 5 RM 2
 FP0223  PID         -  FP0223
 FP0223  STATE/COUNTY-  AZ/APACHE
 FP0223  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0223
 FP0223                         *CURRENT SURVEY CONTROL
 FP0223  ___________________________________________________________________
 FP0223* NAD 83(1986)-  35 15 05.     (N)    109 17 15.     (W)     SCALED    
 FP0223* NAVD 88     -      1826.241  (meters)    5991.59   (feet)  ADJUSTED  
 FP0223  ___________________________________________________________________
 FP0223  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FP0223  DYNAMIC HT  -        1823.693 (meters)    5983.23  (feet)  COMP
 FP0223  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 FP0223
 FP0223  VERT ORDER  -  SECOND    CLASS 0
 FP0223
 FP0223.The horizontal coordinates were scaled from a topographic map and have
 FP0223.an estimated accuracy of +/- 6 seconds.
 FP0223
 FP0223.The orthometric height was determined by differential leveling
 FP0223.and adjusted in June 1991.
 FP0223
 FP0223.The geoid height was determined by GEOID03.
 FP0223
 FP0223.The dynamic height is computed by dividing the NAVD 88
 FP0223.geopotential number by the normal gravity value computed on the
 FP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0223.degrees latitude (g = 980.6199 gals.).
 FP0223
 FP0223.The modeled gravity was interpolated from observed gravity values.
 FP0223
 FP0223;                    North         East    Units  Estimated Accuracy
 FP0223;SPC AZ E     -   471,820.      293,360.      MT  (+/- 180 meters Scaled)
 FP0223
 FP0223                          SUPERSEDED SURVEY CONTROL
 FP0223
 FP0223  NGVD 29 (??/??/92) 1825.280  (m)         5988.44   (f) ADJ UNCH    2 0
 FP0223
 FP0223.Superseded values are not recommended for survey control.
 FP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0223.See file dsdata.txt to determine how the superseded data were derived.
 FP0223
 FP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE557022(NAD 83)
 FP0223_MARKER: DR = REFERENCE MARK DISK
 FP0223_SETTING: 80 = SET IN A BOULDER
 FP0223_SP_SET: BOULDER
 FP0223_STAMPING: AA 5 NO 2 1959
 FP0223_MARK LOGO: CGS   
 FP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0223+STABILITY: SURFACE MOTION
 FP0223
 FP0223  HISTORY     - Date     Condition        Report By
 FP0223  HISTORY     - 1959     MONUMENTED       CGS
 FP0223  HISTORY     - 1974     GOOD             USGS
 FP0223  HISTORY     - 1983     GOOD             NGS
 FP0223
 FP0223                          STATION DESCRIPTION
 FP0223
 FP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0223'3.4 MI NE FROM SANDERS.
 FP0223'FROM THE POST OFFICE AT SANDERS GO NORTHEAST ON U.S. HIGHWAY 66 FOR
 FP0223'3.1 MILES TO A SIDE ROAD LEFT AND A SIGN, PINE SPRINGS 12 MILES. TURN
 FP0223'LEFT, NORTH OFF THE HIGHWAY AND DRIVE ALONG THE NORTH SIDE OF THE
 FP0223'HIGHWAY AND SOUTH SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.2 MILE TO A
 FP0223'GATE.  GO THRU GATE AND GO NORTHEAST 0.1 MILE TO THE CREST OF THE
 FP0223'RIDGE AND STATION 1 FOOT NORTH OF A CAIRN.  THE DISK IS CEMENTED IN A
 FP0223'DRILL HOLE IN A BOULDER.
 FP0223
 FP0223                          STATION RECOVERY (1974)
 FP0223
 FP0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FP0223'RECOVERED IN GOOD CONDITION.
 FP0223
 FP0223                          STATION RECOVERY (1983)
 FP0223
 FP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0223'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 FP0223'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0223'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 1.3 KM (0.8 MI)
 FP0223'SOUTHWEST OF A HIGHWAY OVERPASS, IN THE CENTER OF A 3 BY 3 FT EXPOSED
 FP0223'AREA OF OUTCROPPING BEDROCK, 51.5 METERS (169.0 FT) NORTHWEST OF THE
 FP0223'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 19.9 METERS
 FP0223'(65.3 FT) SOUTH OF THE STATION MARK AND 14.7 METERS (48.2 FT)
 FP0223'NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0223'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2323 ***********************************************************************
 CZ2323  DESIGNATION -  AA 50
 CZ2323  PID         -  CZ2323
 CZ2323  STATE/COUNTY-  AZ/PINAL
 CZ2323  USGS QUAD   -  CHUICHU (1992)
 CZ2323
 CZ2323                         *CURRENT SURVEY CONTROL
 CZ2323  ___________________________________________________________________
 CZ2323* NAD 83(1992)-  32 47 30.31014(N)    111 48 32.66757(W)     ADJUSTED  
 CZ2323* NAVD 88     -       432.47   (+/-2cm)    1418.9    (feet)  VERTCON   
 CZ2323  ___________________________________________________________________
 CZ2323  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CZ2323  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2323  HORZ ORDER  -  FIRST
 CZ2323  VERT ORDER  -  THIRD ? (See Below)
 CZ2323
 CZ2323.The horizontal coordinates were established by classical geodetic methods
 CZ2323.and adjusted by the National Geodetic Survey in August 1993.
 CZ2323
 CZ2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2323.The vertical order pertains to the NGVD 29 superseded value.
 CZ2323
 CZ2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2323
 CZ2323.The geoid height was determined by GEOID03.
 CZ2323
 CZ2323;                    North         East     Units Scale Factor Converg.
 CZ2323;SPC AZ C     -   198,663.821   223,437.399   MT  0.99990125   +0 03 29.8
 CZ2323;SPC AZ C     -   651,784.19    733,062.33   iFT  0.99990125   +0 03 29.8
 CZ2323;UTM  12      - 3,628,490.729   424,241.545   MT  0.99967077   -0 26 17.5
 CZ2323
 CZ2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2323!SPC AZ C     -   0.99993686  x   0.99990125  =   0.99983812
 CZ2323!UTM  12      -   0.99993686  x   0.99967077  =   0.99960765
 CZ2323
 CZ2323|---------------------------------------------------------------------|
 CZ2323| PID    Reference Object                     Distance      Geod. Az  |
 CZ2323|                                                           dddmmss.s |
 CZ2323| CH4676 AA 50 RM E                            8.839 METERS 08833     |
 CZ2323| CZ2286 CHUI                                APPROX. 4.1 KM 1483210.4 |
 CZ2323| CH4677 AA 50 RM S                            8.835 METERS 17836     |
 CZ2323|---------------------------------------------------------------------|
 CZ2323
 CZ2323                          SUPERSEDED SURVEY CONTROL
 CZ2323
 CZ2323  NAD 83(1986)-  32 47 30.30390(N)    111 48 32.66813(W) AD(       ) 1
 CZ2323  NAD 27      -  32 47 30.10136(N)    111 48 30.20176(W) AD(       ) 1
 CZ2323  NGVD 29 (07/19/86)  431.86   (m)         1416.9    (f) LEVELING    3  
 CZ2323
 CZ2323.Superseded values are not recommended for survey control.
 CZ2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2323.See file dsdata.txt to determine how the superseded data were derived.
 CZ2323
 CZ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2424228491(NAD 83)
 CZ2323_MARKER: DD = SURVEY DISK
 CZ2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2323+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2323
 CZ2323  HISTORY     - Date     Condition        Report By
 CZ2323  HISTORY     - 1966     MONUMENTED       DMA
 CZ2323  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2323
 CZ2323                          STATION DESCRIPTION
 CZ2323
 CZ2323'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2323'T-7-S.  R-5-E.  IN SECTION 27 NEAR THE NORTHEAST CORNER.
 CZ2323'
 CZ2323'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2323'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2323'DIAMETER PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2323'MARK IS STAMPED AA 50 1966 ARMY MAP SERVICE.
 CZ2323'
 CZ2323'THE STATION IS LOCATED 137 FEET SOUTH OF THE EAST-WEST INDIAN
 CZ2323'RESERVATION FENCE.  73 FEET SOUTH OF THE EAST-WEST ROAD.  70
 CZ2323'FEET WEST OF THE EXTENDED CENTERLINE OF ROAD NORTH.
 CZ2323'
 CZ2323'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2323'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD.  TURN
 CZ2323'LEFT AND GO SOUTH FOR 6.0 MILES TO A ROAD WEST.  TURN RIGHT AND
 CZ2323'GO WEST FOR 2.0 MILES TO A NORTH-SOUTH ROAD.  TURN LEFT AND GO
 CZ2323'SOUTH FOR 175 FEET AND THE STATION SITE.
 CZ2323
 CZ2323                          STATION RECOVERY (2007)
 CZ2323
 CZ2323'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2325 ***********************************************************************
 CZ2325  DESIGNATION -  AA 51
 CZ2325  PID         -  CZ2325
 CZ2325  STATE/COUNTY-  AZ/PINAL
 CZ2325  USGS QUAD   -  CHUICHU (1992)
 CZ2325
 CZ2325                         *CURRENT SURVEY CONTROL
 CZ2325  ___________________________________________________________________
 CZ2325* NAD 83(1992)-  32 46 38.43366(N)    111 48 32.85502(W)     ADJUSTED  
 CZ2325* NAVD 88     -       434.84   (+/-2cm)    1426.6    (feet)  VERTCON   
 CZ2325  ___________________________________________________________________
 CZ2325  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CZ2325  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2325  HORZ ORDER  -  FIRST
 CZ2325  VERT ORDER  -  THIRD ? (See Below)
 CZ2325
 CZ2325.The horizontal coordinates were established by classical geodetic methods
 CZ2325.and adjusted by the National Geodetic Survey in August 1993.
 CZ2325
 CZ2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2325.The vertical order pertains to the NGVD 29 superseded value.
 CZ2325
 CZ2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2325
 CZ2325.The geoid height was determined by GEOID03.
 CZ2325
 CZ2325;                    North         East     Units Scale Factor Converg.
 CZ2325;SPC AZ C     -   197,065.882   223,434.146   MT  0.99990125   +0 03 29.6
 CZ2325;SPC AZ C     -   646,541.61    733,051.66   iFT  0.99990125   +0 03 29.6
 CZ2325;UTM  12      - 3,626,893.247   424,224.453   MT  0.99967080   -0 26 17.0
 CZ2325
 CZ2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2325!SPC AZ C     -   0.99993649  x   0.99990125  =   0.99983774
 CZ2325!UTM  12      -   0.99993649  x   0.99967080  =   0.99960731
 CZ2325
 CZ2325|---------------------------------------------------------------------|
 CZ2325| PID    Reference Object                     Distance      Geod. Az  |
 CZ2325|                                                           dddmmss.s |
 CZ2325| CH4678 AA 51 RM E                            8.835 METERS 08657     |
 CZ2325| CZ2286 CHUI                                APPROX. 2.9 KM 1313251.8 |
 CZ2325| CH4679 AA 51 RM S                            8.832 METERS 17700     |
 CZ2325|---------------------------------------------------------------------|
 CZ2325
 CZ2325                          SUPERSEDED SURVEY CONTROL
 CZ2325
 CZ2325  NAD 83(1986)-  32 46 38.42741(N)    111 48 32.85546(W) AD(       ) 1
 CZ2325  NAD 27      -  32 46 38.22364(N)    111 48 30.39024(W) AD(       ) 1
 CZ2325  NGVD 29 (07/19/86)  434.23   (m)         1424.6    (f) LEVELING    3  
 CZ2325
 CZ2325.Superseded values are not recommended for survey control.
 CZ2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2325.See file dsdata.txt to determine how the superseded data were derived.
 CZ2325
 CZ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2422426893(NAD 83)
 CZ2325_MARKER: DD = SURVEY DISK
 CZ2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2325
 CZ2325  HISTORY     - Date     Condition        Report By
 CZ2325  HISTORY     - 1966     MONUMENTED       DMA
 CZ2325
 CZ2325                          STATION DESCRIPTION
 CZ2325
 CZ2325'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2325'T-7-S.  R-5-E.  IN SECTION 34 NEAR THE NORTHEAST CORNER.
 CZ2325'
 CZ2325'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2325'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2325'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2325'MARK IS STAMPED--AA 51 1966 ARMY MAP SERVICE.
 CZ2325'
 CZ2325'THE MARK IS LOCATED IN A WASH 100 FEET SOUTHWEST OF SECTION
 CZ2325'CORNER.
 CZ2325'
 CZ2325'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2325'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2325'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT
 CZ2325'AND GO NORTHWEST FOR 1.0 MILE TO A Y ROAD.  TAKE Y ROAD TO THE
 CZ2325'RIGHT AND GO NORTHWEST FOR 1.8 MILES.  FROM THIS POINT GO
 CZ2325'NORTH-NORTHEAST CROSS COUNTRY FOR 0.25 MILE TO WEST END OF WSW-ENE
 CZ2325'LEVEE.  FROM HERE GO ENE ALONG NORTH EDGE OF LEVEE FOR 0.3
 CZ2325'MILE.  THENCE NORTHWEST FOR 325 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2324 ***********************************************************************
 CZ2324  DESIGNATION -  AA 52
 CZ2324  PID         -  CZ2324
 CZ2324  STATE/COUNTY-  AZ/PINAL
 CZ2324  USGS QUAD   -  CHUICHU (1992)
 CZ2324
 CZ2324                         *CURRENT SURVEY CONTROL
 CZ2324  ___________________________________________________________________
 CZ2324* NAD 83(1992)-  32 45 45.82272(N)    111 48 32.79956(W)     ADJUSTED  
 CZ2324* NAVD 88     -       439.01   (+/-2cm)    1440.3    (feet)  VERTCON   
 CZ2324  ___________________________________________________________________
 CZ2324  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 CZ2324  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2324  HORZ ORDER  -  FIRST
 CZ2324  VERT ORDER  -  THIRD ? (See Below)
 CZ2324
 CZ2324.The horizontal coordinates were established by classical geodetic methods
 CZ2324.and adjusted by the National Geodetic Survey in August 1993.
 CZ2324
 CZ2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2324.The vertical order pertains to the NGVD 29 superseded value.
 CZ2324
 CZ2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2324
 CZ2324.The geoid height was determined by GEOID03.
 CZ2324
 CZ2324;                    North         East     Units Scale Factor Converg.
 CZ2324;SPC AZ C     -   195,445.329   223,437.236   MT  0.99990125   +0 03 29.5
 CZ2324;SPC AZ C     -   641,224.83    733,061.80   iFT  0.99990125   +0 03 29.5
 CZ2324;UTM  12      - 3,625,273.102   424,213.511   MT  0.99967082   -0 26 16.4
 CZ2324
 CZ2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2324!SPC AZ C     -   0.99993584  x   0.99990125  =   0.99983709
 CZ2324!UTM  12      -   0.99993584  x   0.99967082  =   0.99960668
 CZ2324
 CZ2324:                Primary Azimuth Mark                     Grid Az
 CZ2324:SPC AZ C     -  CASA GRANDE 2                            054 42 48.7
 CZ2324:UTM  12      -  CASA GRANDE 2                            055 12 34.6
 CZ2324
 CZ2324|---------------------------------------------------------------------|
 CZ2324| PID    Reference Object                     Distance      Geod. Az  |
 CZ2324|                                                           dddmmss.s |
 CZ2324| CZ2047 CASA GRANDE 2                       APPROX.11.0 KM 0544618.2 |
 CZ2324| CH4680 AA 52 RM E                            8.841 METERS 08801     |
 CZ2324| CH4681 AA 52 RM S                            8.838 METERS 17756     |
 CZ2324|---------------------------------------------------------------------|
 CZ2324
 CZ2324                          SUPERSEDED SURVEY CONTROL
 CZ2324
 CZ2324  NAD 83(1986)-  32 45 45.81646(N)    111 48 32.79987(W) AD(       ) 1
 CZ2324  NAD 27      -  32 45 45.61121(N)    111 48 30.33591(W) AD(       ) 1
 CZ2324  NGVD 29 (07/19/86)  438.40   (m)         1438.3    (f) LEVELING    3  
 CZ2324
 CZ2324.Superseded values are not recommended for survey control.
 CZ2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2324.See file dsdata.txt to determine how the superseded data were derived.
 CZ2324
 CZ2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2421425273(NAD 83)
 CZ2324_MARKER: DD = SURVEY DISK
 CZ2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2324+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2324
 CZ2324  HISTORY     - Date     Condition        Report By
 CZ2324  HISTORY     - 1966     MONUMENTED       DMA
 CZ2324  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2324
 CZ2324                          STATION DESCRIPTION
 CZ2324
 CZ2324'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2324'T-8-S.  R-5-E.  IN SECTION 2 (UNSURVEYED) NEAR THE NORTHWEST
 CZ2324'CORNER.
 CZ2324'
 CZ2324'THE STATION MARK IS A CORPS OF ENGINEER, U.S. ARMY DISK
 CZ2324'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2324'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2324'MARK IS STAMPED--AA 52 1966 ARMY MAP SERVICE.
 CZ2324'
 CZ2324'THE STATION MARK IS LOCATED 246 FEET EAST OF A SMALL
 CZ2324'NORTH-SOUTH DITCH.  263 FEET EAST OF THE NORTH-SOUTH FENCE
 CZ2324'LINE.  306 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 CZ2324'ROAD.  500 FEET NORTH OF THE EAST-WEST FENCE LINE.
 CZ2324'
 CZ2324'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2324'RESERVATION GO SOUTH AND SOUTHWEST ON CHUICHU ROAD FOR 1.7
 CZ2324'MILES TO A ROAD TO THE RIGHT.  TURN RIGHT AND TRAVEL NORTHWEST
 CZ2324'AND WEST FOR 2.25 MILES TO A RIGHT ANGLE TURN TO THE NORTH.  TURN
 CZ2324'RIGHT ON MAIN ROAD AND GO NORTH FOR 0.1 MILE TO GATE IN
 CZ2324'FENCE.  TURN RIGHT THRU GATE AND THEN TURN LEFT (NORTH) FOR 0.1
 CZ2324'MILE TO STATION SITE.
 CZ2324
 CZ2324                          STATION RECOVERY (2008)
 CZ2324
 CZ2324'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2228 ***********************************************************************
 CZ2228  DESIGNATION -  AA 53
 CZ2228  PID         -  CZ2228
 CZ2228  STATE/COUNTY-  AZ/PINAL
 CZ2228  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2228
 CZ2228                         *CURRENT SURVEY CONTROL
 CZ2228  ___________________________________________________________________
 CZ2228* NAD 83(1992)-  32 44 53.46149(N)    111 48 34.25502(W)     ADJUSTED  
 CZ2228* NAVD 88     -       442.07   (+/-2cm)    1450.4    (feet)  VERTCON   
 CZ2228  ___________________________________________________________________
 CZ2228  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2228  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2228  HORZ ORDER  -  FIRST
 CZ2228  VERT ORDER  -  THIRD ? (See Below)
 CZ2228
 CZ2228.The horizontal coordinates were established by classical geodetic methods
 CZ2228.and adjusted by the National Geodetic Survey in August 1993.
 CZ2228
 CZ2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2228.The vertical order pertains to the NGVD 29 superseded value.
 CZ2228
 CZ2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2228
 CZ2228.The geoid height was determined by GEOID03.
 CZ2228
 CZ2228;                    North         East     Units Scale Factor Converg.
 CZ2228;SPC AZ C     -   193,832.433   223,400.988   MT  0.99990124   +0 03 28.7
 CZ2228;SPC AZ C     -   635,933.18    732,942.87   iFT  0.99990124   +0 03 28.7
 CZ2228;UTM  12      - 3,623,660.951   424,163.314   MT  0.99967091   -0 26 16.5
 CZ2228
 CZ2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2228!SPC AZ C     -   0.99993535  x   0.99990124  =   0.99983660
 CZ2228!UTM  12      -   0.99993535  x   0.99967091  =   0.99960629
 CZ2228
 CZ2228:                Primary Azimuth Mark                     Grid Az
 CZ2228:SPC AZ C     -  CHUI                                     058 34 58.2
 CZ2228:UTM  12      -  CHUI                                     059 04 43.4
 CZ2228
 CZ2228|---------------------------------------------------------------------|
 CZ2228| PID    Reference Object                     Distance      Geod. Az  |
 CZ2228|                                                           dddmmss.s |
 CZ2228| CZ2286 CHUI                                APPROX. 2.6 KM 0583826.9 |
 CZ2228| CH4682 AA 53 RM E                            8.841 METERS 08857     |
 CZ2228| CH4683 AA 53 RM S                            8.847 METERS 17859     |
 CZ2228|---------------------------------------------------------------------|
 CZ2228
 CZ2228                          SUPERSEDED SURVEY CONTROL
 CZ2228
 CZ2228  NAD 83(1986)-  32 44 53.45524(N)    111 48 34.25521(W) AD(       ) 1
 CZ2228  NAD 27      -  32 44 53.24842(N)    111 48 31.79252(W) AD(       ) 1
 CZ2228  NGVD 29 (07/19/86)  441.47   (m)         1448.4    (f) LEVELING    3  
 CZ2228
 CZ2228.Superseded values are not recommended for survey control.
 CZ2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2228.See file dsdata.txt to determine how the superseded data were derived.
 CZ2228
 CZ2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2416323661(NAD 83)
 CZ2228_MARKER: DD = SURVEY DISK
 CZ2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2228
 CZ2228  HISTORY     - Date     Condition        Report By
 CZ2228  HISTORY     - 1966     MONUMENTED       DMA
 CZ2228
 CZ2228                          STATION DESCRIPTION
 CZ2228
 CZ2228'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2228'T-8-S.  R-5-E SECTION 11 ABOUT 0.65 MILE NORTH OF THE SE CORNER.
 CZ2228'
 CZ2228'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2228'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2228'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2228'MARK IS STAMPED--AA 53 1966 ARMY MAP SERVICE.
 CZ2228'
 CZ2228'THE MARK IS LOCATED ON TOP OF SMALL SAND DUNE AND IS 15 FEET
 CZ2228'NORTHEAST OF MESQUITE BUSH.  18 FEET SOUTHEAST OF MESQUITE BUSH
 CZ2228'AND 21 FEET SOUTHWEST OF MESQUITE BUSH.
 CZ2228'
 CZ2228'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2228'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2228'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD 2.0 MILES TO A ROAD
 CZ2228'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO A ROAD LEFT.  TURN
 CZ2228'LEFT AND GO WEST FOR 0.7 MILE TO JUNCTION OF TRAILS.  TAKE
 CZ2228'SOUTH MOST OF THREE TRAILS AND GO SOUTHWEST FOR 0.9 MILE
 CZ2228'TO A TRAIL NORTH.  TURN RIGHT AND GO NORTH FOR 300 FEET
 CZ2228'TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2229 ***********************************************************************
 CZ2229  DESIGNATION -  AA 54
 CZ2229  PID         -  CZ2229
 CZ2229  STATE/COUNTY-  AZ/PINAL
 CZ2229  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2229
 CZ2229                         *CURRENT SURVEY CONTROL
 CZ2229  ___________________________________________________________________
 CZ2229* NAD 83(1992)-  32 44 00.83285(N)    111 48 34.62891(W)     ADJUSTED  
 CZ2229* NAVD 88     -       446.42   (+/-2cm)    1464.6    (feet)  VERTCON   
 CZ2229  ___________________________________________________________________
 CZ2229  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CZ2229  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2229  HORZ ORDER  -  FIRST
 CZ2229  VERT ORDER  -  THIRD ? (See Below)
 CZ2229
 CZ2229.The horizontal coordinates were established by classical geodetic methods
 CZ2229.and adjusted by the National Geodetic Survey in August 1993.
 CZ2229
 CZ2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2229.The vertical order pertains to the NGVD 29 superseded value.
 CZ2229
 CZ2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2229
 CZ2229.The geoid height was determined by GEOID03.
 CZ2229
 CZ2229;                    North         East     Units Scale Factor Converg.
 CZ2229;SPC AZ C     -   192,211.331   223,392.894   MT  0.99990124   +0 03 28.4
 CZ2229;SPC AZ C     -   630,614.60    732,916.32   iFT  0.99990124   +0 03 28.4
 CZ2229;UTM  12      - 3,622,040.354   424,141.198   MT  0.99967096   -0 26 16.1
 CZ2229
 CZ2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2229!SPC AZ C     -   0.99993467  x   0.99990124  =   0.99983592
 CZ2229!UTM  12      -   0.99993467  x   0.99967096  =   0.99960565
 CZ2229
 CZ2229|---------------------------------------------------------------------|
 CZ2229| PID    Reference Object                     Distance      Geod. Az  |
 CZ2229|                                                           dddmmss.s |
 CZ2229| CH4684 AA 54 RM E                            8.835 METERS 08823     |
 CZ2229| CH4685 AA 54 RM S                            8.836 METERS 17815     |
 CZ2229| CZ2263 JACK                                APPROX.10.5 KM 2254034.3 |
 CZ2229|---------------------------------------------------------------------|
 CZ2229
 CZ2229                          SUPERSEDED SURVEY CONTROL
 CZ2229
 CZ2229  NAD 83(1986)-  32 44 00.82659(N)    111 48 34.62898(W) AD(       ) 1
 CZ2229  NAD 27      -  32 44 00.61813(N)    111 48 32.16750(W) AD(       ) 1
 CZ2229  NGVD 29 (07/19/86)  445.82   (m)         1462.7    (f) LEVELING    3  
 CZ2229
 CZ2229.Superseded values are not recommended for survey control.
 CZ2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2229.See file dsdata.txt to determine how the superseded data were derived.
 CZ2229
 CZ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2414122040(NAD 83)
 CZ2229_MARKER: DD = SURVEY DISK
 CZ2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2229
 CZ2229  HISTORY     - Date     Condition        Report By
 CZ2229  HISTORY     - 1966     MONUMENTED       DMA
 CZ2229
 CZ2229                          STATION DESCRIPTION
 CZ2229
 CZ2229'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2229'T-8-S.  R-5-E.  IN SECTION 14 ABOUT 0.4 MILE SOUTH OF THE
 CZ2229'NORTHEAST CORNER.
 CZ2229'
 CZ2229'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2229'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2229'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2229'IS STAMPED--AA 54 1966 ARMY MAP SERVICE.
 CZ2229'
 CZ2229'THE STATION MARK IS LOCATED 45 FEET EAST OF A NORTH-SOUTH
 CZ2229'DRAIN.  112 FEET NORTH OF A LOCUST TREE AT THE NORTHEAST EDGE OF A
 CZ2229'NORTHWEST-SOUTHEAST WASH.
 CZ2229'
 CZ2229'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2229'RESERVATION AND CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2229'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 3.75 MILES TO A
 CZ2229'TRAIL RIGHT.  TURN RIGHT AND GO NORTH-NORTHWEST ON TRAIL FOR 0.5
 CZ2229'MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2233 ***********************************************************************
 CZ2233  DESIGNATION -  AA 55
 CZ2233  PID         -  CZ2233
 CZ2233  STATE/COUNTY-  AZ/PINAL
 CZ2233  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2233
 CZ2233                         *CURRENT SURVEY CONTROL
 CZ2233  ___________________________________________________________________
 CZ2233* NAD 83(1992)-  32 43 08.31733(N)    111 48 37.34294(W)     ADJUSTED  
 CZ2233* NAVD 88     -       465.81   (+/-2cm)    1528.2    (feet)  VERTCON   
 CZ2233  ___________________________________________________________________
 CZ2233  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CZ2233  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2233  HORZ ORDER  -  FIRST
 CZ2233  VERT ORDER  -  THIRD ? (See Below)
 CZ2233
 CZ2233.The horizontal coordinates were established by classical geodetic methods
 CZ2233.and adjusted by the National Geodetic Survey in August 1993.
 CZ2233
 CZ2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2233.The vertical order pertains to the NGVD 29 superseded value.
 CZ2233
 CZ2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2233
 CZ2233.The geoid height was determined by GEOID03.
 CZ2233
 CZ2233;                    North         East     Units Scale Factor Converg.
 CZ2233;SPC AZ C     -   190,593.657   223,323.858   MT  0.99990122   +0 03 26.8
 CZ2233;SPC AZ C     -   625,307.27    732,689.82   iFT  0.99990122   +0 03 26.8
 CZ2233;UTM  12      - 3,620,423.709   424,058.192   MT  0.99967111   -0 26 17.0
 CZ2233
 CZ2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2233!SPC AZ C     -   0.99993163  x   0.99990122  =   0.99983285
 CZ2233!UTM  12      -   0.99993163  x   0.99967111  =   0.99960276
 CZ2233
 CZ2233|---------------------------------------------------------------------|
 CZ2233| PID    Reference Object                     Distance      Geod. Az  |
 CZ2233|                                                           dddmmss.s |
 CZ2233| CH4686 AA 55 RM E                            8.831 METERS 08528     |
 CZ2233| CH4687 AA 55 RM S                            8.838 METERS 17532     |
 CZ2233| CZ2263 JACK                                APPROX. 9.4 KM 2322644.7 |
 CZ2233|---------------------------------------------------------------------|
 CZ2233
 CZ2233                          SUPERSEDED SURVEY CONTROL
 CZ2233
 CZ2233  NAD 83(1986)-  32 43 08.31106(N)    111 48 37.34289(W) AD(       ) 1
 CZ2233  NAD 27      -  32 43 08.10088(N)    111 48 34.88256(W) AD(       ) 1
 CZ2233  NGVD 29 (07/19/86)  465.21   (m)         1526.3    (f) LEVELING    3  
 CZ2233
 CZ2233.Superseded values are not recommended for survey control.
 CZ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2233.See file dsdata.txt to determine how the superseded data were derived.
 CZ2233
 CZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2405820424(NAD 83)
 CZ2233_MARKER: DD = SURVEY DISK
 CZ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2233
 CZ2233  HISTORY     - Date     Condition        Report By
 CZ2233  HISTORY     - 1966     MONUMENTED       DMA
 CZ2233
 CZ2233                          STATION DESCRIPTION
 CZ2233
 CZ2233'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2233'T-8-S.  R-5-E.  IN SECTION 23 ABOUT 0.37 MILE SOUTH OF
 CZ2233'NORTHEAST CORNER.
 CZ2233'
 CZ2233'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2233'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2233'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2233'IS STAMPED--AA 55 1966 ARMY MAP SERVICE.
 CZ2233'
 CZ2233'THE MARK IS LOCATED 95 FEET NORTHEAST OF NORTHWEST-SOUTHEAST
 CZ2233'DRAIN.  100 FEET SOUTHWEST OF NORTHWEST-SOUTHEAST ROAD AND 90
 CZ2233'FEET SOUTHWEST OF SMALL PALO VERDE TREE.
 CZ2233'
 CZ2233'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2233'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2233'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 4.2 MILES TO A TRAIL
 CZ2233'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.25 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2227 ***********************************************************************
 CZ2227  DESIGNATION -  AA 56
 CZ2227  PID         -  CZ2227
 CZ2227  STATE/COUNTY-  AZ/PINAL
 CZ2227  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2227
 CZ2227                         *CURRENT SURVEY CONTROL
 CZ2227  ___________________________________________________________________
 CZ2227* NAD 83(1992)-  32 42 11.93935(N)    111 48 31.20308(W)     ADJUSTED  
 CZ2227* NAVD 88     -       617.51   (+/-2cm)    2025.9    (feet)  VERTCON   
 CZ2227  ___________________________________________________________________
 CZ2227  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CZ2227  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2227  HORZ ORDER  -  FIRST
 CZ2227  VERT ORDER  -  THIRD ? (See Below)
 CZ2227
 CZ2227.The horizontal coordinates were established by classical geodetic methods
 CZ2227.and adjusted by the National Geodetic Survey in August 1993.
 CZ2227
 CZ2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2227.The vertical order pertains to the NGVD 29 superseded value.
 CZ2227
 CZ2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2227
 CZ2227.The geoid height was determined by GEOID03.
 CZ2227
 CZ2227;                    North         East     Units Scale Factor Converg.
 CZ2227;SPC AZ C     -   188,857.246   223,485.501   MT  0.99990126   +0 03 30.1
 CZ2227;SPC AZ C     -   619,610.39    733,220.15   iFT  0.99990126   +0 03 30.1
 CZ2227;UTM  12      - 3,618,686.366   424,204.781   MT  0.99967084   -0 26 13.0
 CZ2227
 CZ2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2227!SPC AZ C     -   0.99990781  x   0.99990126  =   0.99980908
 CZ2227!UTM  12      -   0.99990781  x   0.99967084  =   0.99957868
 CZ2227
 CZ2227|---------------------------------------------------------------------|
 CZ2227| PID    Reference Object                     Distance      Geod. Az  |
 CZ2227|                                                           dddmmss.s |
 CZ2227| CH4688 AA 56 RM 1                           10.449 METERS 16810     |
 CZ2227| CZ2226 AA 58X                              APPROX. 2.9 KM 1773356.6 |
 CZ2227| CH4689 AA 56 RM 2                           13.974 METERS 26808     |
 CZ2227|---------------------------------------------------------------------|
 CZ2227
 CZ2227                          SUPERSEDED SURVEY CONTROL
 CZ2227
 CZ2227  NAD 83(1986)-  32 42 11.93308(N)    111 48 31.20296(W) AD(       ) 1
 CZ2227  NAD 27      -  32 42 11.72067(N)    111 48 28.74463(W) AD(       ) 1
 CZ2227  NGVD 29 (07/19/86)  616.92   (m)         2024.0    (f) LEVELING    3  
 CZ2227
 CZ2227.Superseded values are not recommended for survey control.
 CZ2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2227.See file dsdata.txt to determine how the superseded data were derived.
 CZ2227
 CZ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2420518686(NAD 83)
 CZ2227_MARKER: DD = SURVEY DISK
 CZ2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2227
 CZ2227  HISTORY     - Date     Condition        Report By
 CZ2227  HISTORY     - 1966     MONUMENTED       DMA
 CZ2227
 CZ2227                          STATION DESCRIPTION
 CZ2227
 CZ2227'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2227'T-8-S.  R-5-E.  IN THE SECTION 25 NEAR THE NORTHWEST CORNER.
 CZ2227'
 CZ2227'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2227'CENTERED IN THE TOP OF ROUND CONCRETE POST PROJECTING 0.3 FOOT
 CZ2227'ABOVE THE SURFACE OF THE GROUND.
 CZ2227'
 CZ2227'THE STATION MARK IS LOCATED ABOUT 200 FEET SOUTHWEST OF THE TOP
 CZ2227'OF THE HILL, (BUTTE).  292 FEET (APPROX.) NORTH OF THE 1/4
 CZ2227'CORNER.
 CZ2227'
 CZ2227'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2227'RESERVATION AND CHUICHU ROAD.  TRAVEL SOUTHWEST ON CHUICHU ROAD
 CZ2227'FOR 4.9 MILES TO A TRAIL SOUTHEAST.  TURN LEFT AND TRAVEL
 CZ2227'SOUTHEAST FOR 0.25 MILE TO A DOUBLE TRAIL FORK.  TAKE CENTER
 CZ2227'TRAIL OF THREE AND CONTINUE SOUTHEAST FOR 0.15 MILE TO A TRAIL
 CZ2227'FORK.  TAKE RIGHT FORK AND GO SOUTH (GOING OVER SADDLE BETWEEN
 CZ2227'TWO RIDGES) FOR 0.45 MILE TO END OF TRAIL AT A WASH.  CONTINUE
 CZ2227'SOUTH AND EAST ON TRACKS FOR 0.65 MILE TO END OF JEEP
 CZ2227'TRAVEL.  FROM HERE PACK EAST TO A SADDLE THEN NORTH AND WEST
 CZ2227'UP RIDGE TO THE STATION SITE.  NOTE--ABOUT A TWENTY MINUTE
 CZ2227'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2230 ***********************************************************************
 CZ2230  DESIGNATION -  AA 57
 CZ2230  PID         -  CZ2230
 CZ2230  STATE/COUNTY-  AZ/PINAL
 CZ2230  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2230
 CZ2230                         *CURRENT SURVEY CONTROL
 CZ2230  ___________________________________________________________________
 CZ2230* NAD 83(1992)-  32 41 24.41241(N)    111 48 34.94504(W)     ADJUSTED  
 CZ2230* NAVD 88     -       479.71   (+/-2cm)    1573.8    (feet)  VERTCON   
 CZ2230  ___________________________________________________________________
 CZ2230  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CZ2230  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2230  HORZ ORDER  -  FIRST
 CZ2230  VERT ORDER  -  THIRD ? (See Below)
 CZ2230
 CZ2230.The horizontal coordinates were established by classical geodetic methods
 CZ2230.and adjusted by the National Geodetic Survey in August 1993.
 CZ2230
 CZ2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2230.The vertical order pertains to the NGVD 29 superseded value.
 CZ2230
 CZ2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2230
 CZ2230.The geoid height was determined by GEOID03.
 CZ2230
 CZ2230;                    North         East     Units Scale Factor Converg.
 CZ2230;SPC AZ C     -   187,393.211   223,389.524   MT  0.99990124   +0 03 28.0
 CZ2230;SPC AZ C     -   614,807.12    732,905.26   iFT  0.99990124   +0 03 28.0
 CZ2230;UTM  12      - 3,617,223.552   424,096.180   MT  0.99967104   -0 26 14.4
 CZ2230
 CZ2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2230!SPC AZ C     -   0.99992945  x   0.99990124  =   0.99983069
 CZ2230!UTM  12      -   0.99992945  x   0.99967104  =   0.99960051
 CZ2230
 CZ2230|---------------------------------------------------------------------|
 CZ2230| PID    Reference Object                     Distance      Geod. Az  |
 CZ2230|                                                           dddmmss.s |
 CZ2230| CH4690 AA 57 RM E                            8.840 METERS 08901     |
 CZ2230| CZ2226 AA 58X                              APPROX. 1.4 KM 1710302.6 |
 CZ2230| CH4691 AA 57 RM S                            8.831 METERS 17903     |
 CZ2230|---------------------------------------------------------------------|
 CZ2230
 CZ2230                          SUPERSEDED SURVEY CONTROL
 CZ2230
 CZ2230  NAD 83(1986)-  32 41 24.40614(N)    111 48 34.94474(W) AD(       ) 1
 CZ2230  NAD 27      -  32 41 24.19217(N)    111 48 32.48782(W) AD(       ) 1
 CZ2230  NGVD 29 (07/19/86)  479.12   (m)         1571.9    (f) LEVELING    3  
 CZ2230
 CZ2230.Superseded values are not recommended for survey control.
 CZ2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2230.See file dsdata.txt to determine how the superseded data were derived.
 CZ2230
 CZ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2409617224(NAD 83)
 CZ2230_MARKER: DD = SURVEY DISK
 CZ2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2230
 CZ2230  HISTORY     - Date     Condition        Report By
 CZ2230  HISTORY     - 1966     MONUMENTED       DMA
 CZ2230
 CZ2230                          STATION DESCRIPTION
 CZ2230
 CZ2230'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2230'T-8-S.  R-5-E.  IN SECTION 35 ABOUT 0.64 MILE NORTH OF THE
 CZ2230'SOUTHEAST CORNER.
 CZ2230'
 CZ2230'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2230'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2230'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2230'IS STAMPED--AA 57 1966 ARMY MAP SERVICE.
 CZ2230'
 CZ2230'THE MARK IS LOCATED 13 FEET NORTHEAST OF SMALL PALO VERDE TREE.  95
 CZ2230'FEET NORTHEAST OF INTERSECTING CENTERLINES OF NORTHWEST-SOUTHEAST
 CZ2230'WASH AND EAST-WEST TRAIL.
 CZ2230'
 CZ2230'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2230'AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2230'SOUTHWEST ON THE CHUICHU ROAD FOR 6.9 MILES TO A TRAIL LEFT.  TURN
 CZ2230'LEFT AND GO SOUTH FOR 0.2 MILE TO A DIM TRAIL LEFT.  TURN
 CZ2230'LEFT AND FOLLOW DIM TRAIL EAST FOR 1.0 MILE TO STATION SITE.
 CZ2230'
 CZ2230'4 WHEEL DRIVE VEHICLE NEEDED TO REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2232 ***********************************************************************
 CZ2232  DESIGNATION -  AA 58
 CZ2232  PID         -  CZ2232
 CZ2232  STATE/COUNTY-  AZ/PINAL
 CZ2232  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2232
 CZ2232                         *CURRENT SURVEY CONTROL
 CZ2232  ___________________________________________________________________
 CZ2232* NAD 83(1992)-  32 40 32.79993(N)    111 48 35.85170(W)     ADJUSTED  
 CZ2232* NAVD 88     -       457.32   (+/-2cm)    1500.4    (feet)  VERTCON   
 CZ2232  ___________________________________________________________________
 CZ2232  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CZ2232  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2232  HORZ ORDER  -  FIRST
 CZ2232  VERT ORDER  -  THIRD ? (See Below)
 CZ2232
 CZ2232.The horizontal coordinates were established by classical geodetic methods
 CZ2232.and adjusted by the National Geodetic Survey in August 1993.
 CZ2232
 CZ2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2232.The vertical order pertains to the NGVD 29 superseded value.
 CZ2232
 CZ2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2232
 CZ2232.The geoid height was determined by GEOID03.
 CZ2232
 CZ2232;                    North         East     Units Scale Factor Converg.
 CZ2232;SPC AZ C     -   185,803.411   223,367.507   MT  0.99990123   +0 03 27.4
 CZ2232;SPC AZ C     -   609,591.24    732,833.03   iFT  0.99990123   +0 03 27.4
 CZ2232;UTM  12      - 3,615,634.367   424,060.437   MT  0.99967111   -0 26 14.3
 CZ2232
 CZ2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2232!SPC AZ C     -   0.99993296  x   0.99990123  =   0.99983420
 CZ2232!UTM  12      -   0.99993296  x   0.99967111  =   0.99960409
 CZ2232
 CZ2232|---------------------------------------------------------------------|
 CZ2232| PID    Reference Object                     Distance      Geod. Az  |
 CZ2232|                                                           dddmmss.s |
 CZ2232| CZ2226 AA 58X                              314.627 METERS 05024     |
 CZ2232| CH4692 AA 58 RM E                            8.826 METERS 08854     |
 CZ2232| CH4693 AA 58 RM S                            8.828 METERS 17857     |
 CZ2232| CZ2239 Z 58                                APPROX. 1.6 KM 2685821.5 |
 CZ2232|---------------------------------------------------------------------|
 CZ2232
 CZ2232                          SUPERSEDED SURVEY CONTROL
 CZ2232
 CZ2232  NAD 83(1986)-  32 40 32.79365(N)    111 48 35.85127(W) AD(       ) 1
 CZ2232  NAD 27      -  32 40 32.57832(N)    111 48 33.39559(W) AD(       ) 1
 CZ2232  NGVD 29 (07/19/86)  456.73   (m)         1498.5    (f) LEVELING    3  
 CZ2232
 CZ2232.Superseded values are not recommended for survey control.
 CZ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2232.See file dsdata.txt to determine how the superseded data were derived.
 CZ2232
 CZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2406015634(NAD 83)
 CZ2232_MARKER: DD = SURVEY DISK
 CZ2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2232
 CZ2232  HISTORY     - Date     Condition        Report By
 CZ2232  HISTORY     - 1966     MONUMENTED       DMA
 CZ2232
 CZ2232                          STATION DESCRIPTION
 CZ2232
 CZ2232'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2232'T-9-S.  R-5-E.  IN SECTION 2 NEAR THE NORTHEAST CORNER.
 CZ2232'
 CZ2232'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2232'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2232'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2232'MARK IS STAMPED.  AA 58 1966 ARMY MAP SERVICE.
 CZ2232'
 CZ2232'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2232'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2232'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2232'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD FORK.
 CZ2232'TAKE RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD FORK.  TAKE
 CZ2232'LEFT FORK AND CONTINUE SOUTH FOR 2.4 MILES TO A ROAD FORK.
 CZ2232'TAKE RIGHT FORK AND GO SOUTH-SOUTHWEST FOR 0.3 MILE TO A ROAD
 CZ2232'FORK.  TAKE RIGHT FORK AND GO SOUTH-SOUTHWEST FOR 0.3 MILE TO A DIM
 CZ2232'TRAIL TO THE WEST-NORTHWEST.  TAKE TRAIL
 CZ2232'SOUTH-SOUTHWEST AND GO 0.4 MILE TO STATION SITE ON THE
 CZ2232'SOUTHWEST SIDE OF LONE BUTTE.
 CZ2232'
 CZ2232'THE STATION MARK IS LOCATED ABOUT 800 FEET NORTH OF THE 1/4
 CZ2232'CORNER AND ABOUT 50 FEET WEST OF THE APPROX. NORTH-SOUTH
 CZ2232'SECTION LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2226 ***********************************************************************
 CZ2226  DESIGNATION -  AA 58X
 CZ2226  PID         -  CZ2226
 CZ2226  STATE/COUNTY-  AZ/PINAL
 CZ2226  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2226
 CZ2226                         *CURRENT SURVEY CONTROL
 CZ2226  ___________________________________________________________________
 CZ2226* NAD 83(1992)-  32 40 39.31041(N)    111 48 26.54704(W)     ADJUSTED  
 CZ2226* NAVD 88     -       526.0    (meters)    1726.     (feet)  VERTCON   
 CZ2226  ___________________________________________________________________
 CZ2226  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ2226  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2226  HORZ ORDER  -  FIRST
 CZ2226
 CZ2226.The horizontal coordinates were established by classical geodetic methods
 CZ2226.and adjusted by the National Geodetic Survey in August 1993.
 CZ2226
 CZ2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2226
 CZ2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2226
 CZ2226.The geoid height was determined by GEOID03.
 CZ2226
 CZ2226;                    North         East     Units Scale Factor Converg.
 CZ2226;SPC AZ C     -   186,004.194   223,609.698   MT  0.99990129   +0 03 32.4
 CZ2226;SPC AZ C     -   610,249.98    733,627.62   iFT  0.99990129   +0 03 32.4
 CZ2226;UTM  12      - 3,615,833.006   424,304.297   MT  0.99967065   -0 26 09.4
 CZ2226
 CZ2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2226!SPC AZ C     -   0.99992218  x   0.99990129  =   0.99982348
 CZ2226!UTM  12      -   0.99992218  x   0.99967065  =   0.99959286
 CZ2226
 CZ2226:                Primary Azimuth Mark                     Grid Az
 CZ2226:SPC AZ C     -  AB 57                                    045 41 59.0
 CZ2226:UTM  12      -  AB 57                                    046 11 40.8
 CZ2226
 CZ2226|---------------------------------------------------------------------|
 CZ2226| PID    Reference Object                     Distance      Geod. Az  |
 CZ2226|                                                           dddmmss.s |
 CZ2226| CZ2221 AB 57                               APPROX. 2.0 KM 0454531.4 |
 CZ2226| CH4694 AA 58X RM 1                           6.399 METERS 10107     |
 CZ2226| CH4695 AA 58X RM 2                           7.856 METERS 20452     |
 CZ2226| CH4696 AA 58X RM 3                           9.862 METERS 30421     |
 CZ2226|---------------------------------------------------------------------|
 CZ2226
 CZ2226                          SUPERSEDED SURVEY CONTROL
 CZ2226
 CZ2226  NAD 83(1986)-  32 40 39.30415(N)    111 48 26.54663(W) AD(       ) 1
 CZ2226  NAD 27      -  32 40 39.08882(N)    111 48 24.09103(W) AD(       ) 1
 CZ2226  NGVD 29 (07/19/86)  525.4    (m)         1724.     (f) VERT ANG    3  
 CZ2226
 CZ2226.Superseded values are not recommended for survey control.
 CZ2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2226.See file dsdata.txt to determine how the superseded data were derived.
 CZ2226
 CZ2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2430415833(NAD 83)
 CZ2226_MARKER: DD = SURVEY DISK
 CZ2226_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2226
 CZ2226  HISTORY     - Date     Condition        Report By
 CZ2226  HISTORY     - 1966     MONUMENTED       DMA
 CZ2226
 CZ2226                          STATION DESCRIPTION
 CZ2226
 CZ2226'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2226'STATION IS ABOUT 0.25 MILE SOUTHEAST OF THE NORTHWEST CORNER
 CZ2226'OF SECTION 1 IN T-9-S, R-5 E.
 CZ2226'
 CZ2226'THE STATION SITE IS WITHIN THE PAPAGO INDIAN RESERVATION, ON
 CZ2226'THE HIGHEST POINT OF A LONE BUTTE IN THE SILVER REEF VALLEY AND
 CZ2226'ABOUT TWO MILES SOUTH OF THE HIGHEST POINT OF THE SILVER REEF
 CZ2226'MOUNTAINS.
 CZ2226'
 CZ2226'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED
 CZ2226'AA 58X ARMY MAP SERVICE 1966.  CEMENTED IN A DRILLED HOLE IN
 CZ2226'OUTCROPPING ROCK.
 CZ2226'
 CZ2226'REFERENCE MARK NO.1 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2226'STAMPED--AA 58X RM 1 ARMY MAP SERVICE 1966 CEMENTED IN A DRILLED
 CZ2226'HOLE IN A PROMINENT ROCK OUTCROPPING, 21.0 FEET EAST OF THE
 CZ2226'STATION AND 0.2 FOOT LOWER IN ELEVATION.
 CZ2226'
 CZ2226'REFERENCE MARK NO.2 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2226'STAMPED--AA 58X RM 2 ARMY MAP SERVICE 1966.  CEMENTED IN A DRILLED
 CZ2226'HOLE IN OUTCROPPING ROCK NEAR A SHARP DROP-OFF TO THE SOUTH, 25.77
 CZ2226'FEET SOUTH-SOUTHWEST OF THE STATION AND 7.6 FEET LOWER IN
 CZ2226'ELEVATION.
 CZ2226'
 CZ2226'REFERENCE MARK NO.3 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2226'STAMPED--AA 58X RM 3 ARMY MAP SERVICE 1966, CEMENTED IN A
 CZ2226'DRILLED HOLE IN THE OUTCROPPING ROCK.  32.36 FEET WEST-NORTHWEST
 CZ2226'OF THE STATION AND 5.7 FEET LOWER IN ELEVATION.
 CZ2226'
 CZ2226'TO REACH FROM THE JUNCTION OF STATE ROUTES 93 AND 84 IN CASA
 CZ2226'GRANDE, PINAL COUNTY, ARIZONA, GO SOUTHEAST ON ROUTES 93 AND 84
 CZ2226'0.25 MILE TO FLORENCE STREET.  TURN RIGHT AND GO SOUTH-SOUTHWEST
 CZ2226'7.9 MILES TO PAPAGO INDIAN RESERVATION BOUNDARY FENCE, ENTER
 CZ2226'RESERVATION AND CONTINUE SOUTHWEST ON PAVED ROAD 2.3 MILES TO
 CZ2226'A GRAVEL ROAD SOUTHEAST.  TURN LEFT ON GRAVEL ROAD AND GO 0.9
 CZ2226'MILE TO ROAD FORKS AT WHITE HORSE PASS.  KEEP RIGHT AND
 CZ2226'CONTINUE SOUTH, PASSING THROUGH VILLAGE OF SHOPISHK, FOR 4.1
 CZ2226'MILES TO A LONE BUTTE WEST OF THE ROAD.  TURN RIGHT ACROSS
 CZ2226'COUNTRY FOR 0.2 MILE TO BASE OF BUTTE AND END OF TRUCK TRAVEL.
 CZ2226'STATION SITE ON TOP OF BUTTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2231 ***********************************************************************
 CZ2231  DESIGNATION -  AA 59
 CZ2231  PID         -  CZ2231
 CZ2231  STATE/COUNTY-  AZ/PINAL
 CZ2231  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2231
 CZ2231                         *CURRENT SURVEY CONTROL
 CZ2231  ___________________________________________________________________
 CZ2231* NAD 83(1992)-  32 39 39.99650(N)    111 48 35.80848(W)     ADJUSTED  
 CZ2231* NAVD 88     -       462.99   (+/-2cm)    1519.0    (feet)  VERTCON   
 CZ2231  ___________________________________________________________________
 CZ2231  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2231  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ2231  HORZ ORDER  -  FIRST
 CZ2231  VERT ORDER  -  THIRD ? (See Below)
 CZ2231
 CZ2231.The horizontal coordinates were established by classical geodetic methods
 CZ2231.and adjusted by the National Geodetic Survey in August 1993.
 CZ2231
 CZ2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2231.The vertical order pertains to the NGVD 29 superseded value.
 CZ2231
 CZ2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2231
 CZ2231.The geoid height was determined by GEOID03.
 CZ2231
 CZ2231;                    North         East     Units Scale Factor Converg.
 CZ2231;SPC AZ C     -   184,176.956   223,370.269   MT  0.99990124   +0 03 27.3
 CZ2231;SPC AZ C     -   604,255.10    732,842.09   iFT  0.99990124   +0 03 27.3
 CZ2231;UTM  12      - 3,614,008.323   424,049.155   MT  0.99967113   -0 26 13.6
 CZ2231
 CZ2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2231!SPC AZ C     -   0.99993207  x   0.99990124  =   0.99983332
 CZ2231!UTM  12      -   0.99993207  x   0.99967113  =   0.99960322
 CZ2231
 CZ2231:                Primary Azimuth Mark                     Grid Az
 CZ2231:SPC AZ C     -  AA 58X                                   007 27 54.6
 CZ2231:UTM  12      -  AA 58X                                   007 57 35.5
 CZ2231
 CZ2231|---------------------------------------------------------------------|
 CZ2231| PID    Reference Object                     Distance      Geod. Az  |
 CZ2231|                                                           dddmmss.s |
 CZ2231| CZ2226 AA 58X                              APPROX. 1.8 KM 0073121.9 |
 CZ2231| CH4697 AA 59 RM E                            8.833 METERS 08856     |
 CZ2231| CH4698 AA 59 RM S                            8.836 METERS 17900     |
 CZ2231|---------------------------------------------------------------------|
 CZ2231
 CZ2231                          SUPERSEDED SURVEY CONTROL
 CZ2231
 CZ2231  NAD 83(1986)-  32 39 39.99021(N)    111 48 35.80792(W) AD(       ) 1
 CZ2231  NAD 27      -  32 39 39.77329(N)    111 48 33.35354(W) AD(       ) 1
 CZ2231  NGVD 29 (07/19/86)  462.41   (m)         1517.1    (f) LEVELING    3  
 CZ2231
 CZ2231.Superseded values are not recommended for survey control.
 CZ2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2231.See file dsdata.txt to determine how the superseded data were derived.
 CZ2231
 CZ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2404914008(NAD 83)
 CZ2231_MARKER: DD = SURVEY DISK
 CZ2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2231
 CZ2231  HISTORY     - Date     Condition        Report By
 CZ2231  HISTORY     - 1966     MONUMENTED       DMA
 CZ2231
 CZ2231                          STATION DESCRIPTION
 CZ2231
 CZ2231'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2231'T-9-S.  R-5-E.  IN SECTION 11 ABOUT 1800 FEET SOUTH OF THE
 CZ2231'NORTHEAST CORNER.
 CZ2231'
 CZ2231'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2231'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2231'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2231'IS STAMPED--AA 59 1966 ARMY MAP SERVICE.
 CZ2231'
 CZ2231'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2231'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2231'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2231'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD FORK.
 CZ2231'TAKE RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD FORK.  TAKE
 CZ2231'LEFT FORK AND CONTINUE SOUTH FOR 2.4 MILES TO A ROAD FORK.
 CZ2231'TAKE RIGHT FORK AND GO SOUTH-SOUTHWEST FOR 0.3 MILE TO A ROAD
 CZ2231'FORK.  TAKE LEFT FORK AND GO SOUTH AND SOUTH-SOUTHWEST
 CZ2231'FOR 1.0 MILE.  TURN LEFT AND GO SOUTHEAST CROSS COUNTRY FOR
 CZ2231'750 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0241 ***********************************************************************
 FP0241  DESIGNATION -  AA 6
 FP0241  PID         -  FP0241
 FP0241  STATE/COUNTY-  AZ/APACHE
 FP0241  USGS QUAD   -  LUPTON (1971)
 FP0241
 FP0241                         *CURRENT SURVEY CONTROL
 FP0241  ___________________________________________________________________
 FP0241* NAD 83(1992)-  35 19 10.45300(N)    109 05 35.81334(W)     ADJUSTED  
 FP0241* NAVD 88     -      1907.751  (meters)    6259.01   (feet)  ADJUSTED  
 FP0241  ___________________________________________________________________
 FP0241  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 FP0241  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0241  DYNAMIC HT  -        1905.063 (meters)    6250.19  (feet)  COMP
 FP0241  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 FP0241
 FP0241  HORZ ORDER  -  SECOND
 FP0241  VERT ORDER  -  SECOND    CLASS 0
 FP0241
 FP0241.The horizontal coordinates were established by classical geodetic methods
 FP0241.and adjusted by the National Geodetic Survey in August 1993.
 FP0241
 FP0241.The orthometric height was determined by differential leveling
 FP0241.and adjusted in June 1991.
 FP0241
 FP0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0241
 FP0241.The geoid height was determined by GEOID03.
 FP0241
 FP0241.The dynamic height is computed by dividing the NAVD 88
 FP0241.geopotential number by the normal gravity value computed on the
 FP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0241.degrees latitude (g = 980.6199 gals.).
 FP0241
 FP0241.The modeled gravity was interpolated from observed gravity values.
 FP0241
 FP0241;                    North         East     Units Scale Factor Converg.
 FP0241;SPC AZ E     -   479,553.484   310,957.031   MT  1.00001735   +0 37 14.2
 FP0241;SPC AZ E     - 1,573,338.20  1,020,200.23   iFT  1.00001735   +0 37 14.2
 FP0241;SPC NM W     -   479,761.211   715,437.065   MT  1.00007836   -0 43 42.6
 FP0241;SPC NM W     - 1,574,016.57  2,347,229.77   sFT  1.00007836   -0 43 42.6
 FP0241;UTM  12      - 3,910,150.815   673,322.754   MT  0.99997022   +1 06 09.4
 FP0241
 FP0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0241!SPC AZ E     -   0.99970408  x   1.00001735  =   0.99972143
 FP0241!SPC NM W     -   0.99970408  x   1.00007836  =   0.99978242
 FP0241!UTM  12      -   0.99970408  x   0.99997022  =   0.99967431
 FP0241
 FP0241|---------------------------------------------------------------------|
 FP0241| PID    Reference Object                     Distance      Geod. Az  |
 FP0241|                                                           dddmmss.s |
 FP0241| FP0240 AA 6 RM 2                            13.801 METERS 19843     |
 FP0241| FP0578 HOUCK                               APPROX. 6.9 KM 2370729.0 |
 FP0241| FP0242 AA 6 RM 1                            19.138 METERS 32731     |
 FP0241|---------------------------------------------------------------------|
 FP0241
 FP0241                          SUPERSEDED SURVEY CONTROL
 FP0241
 FP0241  NAD 83(1986)-  35 19 10.45145(N)    109 05 35.81404(W) AD(       ) 2
 FP0241  NAD 27      -  35 19 10.35730(N)    109 05 33.48480(W) AD(       ) 2
 FP0241  NGVD 29 (??/??/92) 1906.766  (m)         6255.78   (f) ADJ UNCH    2 0
 FP0241
 FP0241.Superseded values are not recommended for survey control.
 FP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0241.See file dsdata.txt to determine how the superseded data were derived.
 FP0241
 FP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7332310151(NAD 83)
 FP0241_MARKER: DE = TRAVERSE STATION DISK
 FP0241_SETTING: 66 = SET IN ROCK OUTCROP
 FP0241_SP_SET: BEDROCK
 FP0241_STAMPING: AA 6 1959
 FP0241_MARK LOGO: CGS   
 FP0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0241+STABILITY: POSITION/ELEVATION WELL
 FP0241
 FP0241  HISTORY     - Date     Condition        Report By
 FP0241  HISTORY     - 1959     MONUMENTED       CGS
 FP0241  HISTORY     - 1959     GOOD             CGS
 FP0241  HISTORY     - 1983     GOOD             NGS
 FP0241
 FP0241                          STATION DESCRIPTION
 FP0241
 FP0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0241'THE STATION IS ABOUT 3 MILES SOUTHWEST OF LUPTON AND ABOUT
 FP0241'0.3 MILE NORTH OF THE TREE HOGANS TRADING POST ON A LOW
 FP0241'NORTH-SOUTH RIDGE.
 FP0241'
 FP0241'TO REACH THE STATION FROM THE POST OFFICE IN LUPTON GO SOUTHWEST
 FP0241'ON U.S. HIGHWAY 66 FOR 2.8 MILES TO A TRACK ROAD RIGHT.  THIS
 FP0241'IS ABOUT 50 YARDS BEFORE REACHING THE THREE HOGANS TRADING
 FP0241'POST.  TURN RIGHT ON THE TRACK ROAD AND GO NORTH FOR 0.2
 FP0241'MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST 0.1 MILE
 FP0241'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH FOR ABOUT
 FP0241'2 MINUTES TO THE SUMMIT OF THE RIDGE AND STATION.
 FP0241'
 FP0241'THE STATION MARK, STAMPED AA 6 1959, IS A STANDARD TRAVERSE
 FP0241'STATION MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 FP0241'6 FEET SOUTH OF A CAIRN AND 4 FEET EAST OF THE WITNESS POST.
 FP0241'
 FP0241'REFERENCE MARK NO. 1, STAMPED AA 6 NO 1 1959, IS A STANDARD
 FP0241'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0241'2-1/2 FEET.  IT IS 58 FEET NORTHWEST OF THE CAIRN.
 FP0241'
 FP0241'REFERENCE MARK NO. 2, STAMPED AA 6 NO 2 1959, IS A STANDARD
 FP0241'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0241'3 FEET.  IT IS 52 FEET SOUTH OF THE CAIRN.
 FP0241'
 FP0241'TRAVERSE STATION HOUCK WILL SERVE AS THE AZIMUTH MARK, SEE
 FP0241'DESCRIPTION THEREOF.
 FP0241
 FP0241                          STATION RECOVERY (1959)
 FP0241
 FP0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0241'2.5 MI SW FROM LUPTON.
 FP0241'FROM THE POST OFFICE AT LUPTON GO SOUTHWEST ON U.S. HIGHWAY 66 FOR 2.8
 FP0241'MILES TO A TRACK ROAD RIGHT, TURN RIGHT ON THE TRACK ROAD AND GO NORTH
 FP0241'0.2 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON THE DIM
 FP0241'TRACK ROAD 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FP0241'FOR ABOUT 2 MINUTES TO THE STATION 6 FEET SOUTH OF A CAIRN AND 4 FEET
 FP0241'EAST OF THE WITNESS POST.  THE DISK IS A TRAVERSE STATION MARK DISK
 FP0241'CEMENTED IN A DRILL HOLE IN BEDROCK.
 FP0241
 FP0241                          STATION RECOVERY (1983)
 FP0241
 FP0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0242 ***********************************************************************
 FP0242  DESIGNATION -  AA 6 RM 1
 FP0242  PID         -  FP0242
 FP0242  STATE/COUNTY-  AZ/APACHE
 FP0242  USGS QUAD   -  LUPTON (1971)
 FP0242
 FP0242                         *CURRENT SURVEY CONTROL
 FP0242  ___________________________________________________________________
 FP0242* NAD 83(1986)-  35 19 10.     (N)    109 05 33.     (W)     SCALED    
 FP0242* NAVD 88     -      1908.457  (meters)    6261.33   (feet)  ADJUSTED  
 FP0242  ___________________________________________________________________
 FP0242  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0242  DYNAMIC HT  -        1905.768 (meters)    6252.51  (feet)  COMP
 FP0242  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 FP0242
 FP0242  VERT ORDER  -  SECOND    CLASS 0
 FP0242
 FP0242.The horizontal coordinates were scaled from a topographic map and have
 FP0242.an estimated accuracy of +/- 6 seconds.
 FP0242
 FP0242.The orthometric height was determined by differential leveling
 FP0242.and adjusted in June 1991.
 FP0242
 FP0242.The geoid height was determined by GEOID03.
 FP0242
 FP0242.The dynamic height is computed by dividing the NAVD 88
 FP0242.geopotential number by the normal gravity value computed on the
 FP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0242.degrees latitude (g = 980.6199 gals.).
 FP0242
 FP0242.The modeled gravity was interpolated from observed gravity values.
 FP0242
 FP0242;                    North         East    Units  Estimated Accuracy
 FP0242;SPC AZ E     -   479,540.      311,030.      MT  (+/- 180 meters Scaled)
 FP0242
 FP0242                          SUPERSEDED SURVEY CONTROL
 FP0242
 FP0242  NGVD 29 (??/??/92) 1907.472  (m)         6258.10   (f) ADJ UNCH    2 0
 FP0242
 FP0242.Superseded values are not recommended for survey control.
 FP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0242.See file dsdata.txt to determine how the superseded data were derived.
 FP0242
 FP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE733101(NAD 83)
 FP0242_MARKER: DR = REFERENCE MARK DISK
 FP0242_SETTING: 80 = SET IN A BOULDER
 FP0242_SP_SET: BOULDER
 FP0242_STAMPING: AA 6 NO 1 1959
 FP0242_MARK LOGO: CGS   
 FP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0242+STABILITY: SURFACE MOTION
 FP0242
 FP0242  HISTORY     - Date     Condition        Report By
 FP0242  HISTORY     - 1959     MONUMENTED       CGS
 FP0242  HISTORY     - 1983     GOOD             NGS
 FP0242
 FP0242                          STATION DESCRIPTION
 FP0242
 FP0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0242'2.5 MI SW FROM LUPTON.
 FP0242'FROM THE POST OFFICE AT LUPTON GO SOUTHWEST ON U.S. HIGHWAY 66 FOR 2.8
 FP0242'MILES TO A TRACK ROAD RIGHT, TURN ON THE TRACK ROAD AND GO NORTH 0.2
 FP0242'MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON THE DIM TRACK
 FP0242'ROAD 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH FOR
 FP0242'ABOUT 2 MINUTES TO THE STATION CEMENTED IN A DRILL HOLE IN A BOULDER,
 FP0242'58 FEET NORTHWEST OF A CAIRN.
 FP0242
 FP0242                          STATION RECOVERY (1983)
 FP0242
 FP0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0240 ***********************************************************************
 FP0240  DESIGNATION -  AA 6 RM 2
 FP0240  PID         -  FP0240
 FP0240  STATE/COUNTY-  AZ/APACHE
 FP0240  USGS QUAD   -  LUPTON (1971)
 FP0240
 FP0240                         *CURRENT SURVEY CONTROL
 FP0240  ___________________________________________________________________
 FP0240* NAD 83(1986)-  35 19 10.     (N)    109 05 35.     (W)     SCALED    
 FP0240* NAVD 88     -      1907.295  (meters)    6257.52   (feet)  ADJUSTED  
 FP0240  ___________________________________________________________________
 FP0240  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0240  DYNAMIC HT  -        1904.608 (meters)    6248.70  (feet)  COMP
 FP0240  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 FP0240
 FP0240  VERT ORDER  -  SECOND    CLASS 0
 FP0240
 FP0240.The horizontal coordinates were scaled from a topographic map and have
 FP0240.an estimated accuracy of +/- 6 seconds.
 FP0240
 FP0240.The orthometric height was determined by differential leveling
 FP0240.and adjusted in June 1991.
 FP0240
 FP0240.The geoid height was determined by GEOID03.
 FP0240
 FP0240.The dynamic height is computed by dividing the NAVD 88
 FP0240.geopotential number by the normal gravity value computed on the
 FP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0240.degrees latitude (g = 980.6199 gals.).
 FP0240
 FP0240.The modeled gravity was interpolated from observed gravity values.
 FP0240
 FP0240;                    North         East    Units  Estimated Accuracy
 FP0240;SPC AZ E     -   479,540.      310,980.      MT  (+/- 180 meters Scaled)
 FP0240
 FP0240                          SUPERSEDED SURVEY CONTROL
 FP0240
 FP0240  NGVD 29 (??/??/92) 1906.310  (m)         6254.29   (f) ADJ UNCH    2 0
 FP0240
 FP0240.Superseded values are not recommended for survey control.
 FP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0240.See file dsdata.txt to determine how the superseded data were derived.
 FP0240
 FP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE733101(NAD 83)
 FP0240_MARKER: DR = REFERENCE MARK DISK
 FP0240_SETTING: 80 = SET IN A BOULDER
 FP0240_SP_SET: BOULDER
 FP0240_STAMPING: AA 6 NO 2 1959
 FP0240_MARK LOGO: CGS   
 FP0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0240+STABILITY: SURFACE MOTION
 FP0240
 FP0240  HISTORY     - Date     Condition        Report By
 FP0240  HISTORY     - 1959     MONUMENTED       CGS
 FP0240  HISTORY     - 1983     GOOD             NGS
 FP0240
 FP0240                          STATION DESCRIPTION
 FP0240
 FP0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0240'2.5 MI SW FROM LUPTON.
 FP0240'FROM THE POST OFFICE AT LUPTON GO SOUTHWEST ON U.S. HIGHWAY 66 FOR 2.8
 FP0240'MILES TO A TRACK ROAD RIGHT, TURN RIGHT ON THE TRACK ROAD AND GO NORTH
 FP0240'0.2 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON THE DIM
 FP0240'TRACK ROAD 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FP0240'FOR ABOUT 2 MINUTES TO THE STATION 52 FEET SOUTH OF A CAIRN CEMENTED
 FP0240'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 FP0240
 FP0240                          STATION RECOVERY (1983)
 FP0240
 FP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0574 ***********************************************************************
 FP0574  DESIGNATION -  AA 7
 FP0574  PID         -  FP0574
 FP0574  STATE/COUNTY-  AZ/APACHE
 FP0574  USGS QUAD   -  LUPTON (1971)
 FP0574
 FP0574                         *CURRENT SURVEY CONTROL
 FP0574  ___________________________________________________________________
 FP0574* NAD 83(1992)-  35 20 57.26465(N)    109 03 39.66300(W)     ADJUSTED  
 FP0574* NAVD 88     -      1957.0    (meters)    6421.     (feet)  VERTCON   
 FP0574  ___________________________________________________________________
 FP0574  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FP0574  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 FP0574  HORZ ORDER  -  SECOND
 FP0574
 FP0574.The horizontal coordinates were established by classical geodetic methods
 FP0574.and adjusted by the National Geodetic Survey in August 1993.
 FP0574
 FP0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0574
 FP0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0574
 FP0574.The geoid height was determined by GEOID03.
 FP0574
 FP0574;                    North         East     Units Scale Factor Converg.
 FP0574;SPC AZ E     -   482,877.394   313,853.997   MT  1.00002442   +0 38 23.1
 FP0574;SPC AZ E     - 1,584,243.42  1,029,704.71   iFT  1.00002442   +0 38 23.1
 FP0574;SPC NM W     -   483,016.140   718,411.674   MT  1.00007007   -0 42 37.3
 FP0574;SPC NM W     - 1,584,695.45  2,356,988.97   sFT  1.00007007   -0 42 37.3
 FP0574;UTM  12      - 3,913,498.838   676,191.517   MT  0.99998258   +1 07 19.6
 FP0574
 FP0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0574!SPC AZ E     -   0.99969634  x   1.00002442  =   0.99972076
 FP0574!SPC NM W     -   0.99969634  x   1.00007007  =   0.99976639
 FP0574!UTM  12      -   0.99969634  x   0.99998258  =   0.99967893
 FP0574
 FP0574:                Primary Azimuth Mark                     Grid Az
 FP0574:SPC AZ E     -  LINE                                     041 34 12.8
 FP0574:SPC NM W     -  LINE                                     042 55 13.2
 FP0574:UTM  12      -  LINE                                     041 05 16.3
 FP0574
 FP0574|---------------------------------------------------------------------|
 FP0574| PID    Reference Object                     Distance      Geod. Az  |
 FP0574|                                                           dddmmss.s |
 FP0574| FP0248 LINE                                APPROX. 1.9 KM 0421235.9 |
 FP0574| CD3910 AA 7 RM 1                             7.603 METERS 11254     |
 FP0574| CD3911 AA 7 RM 2                             7.818 METERS 32103     |
 FP0574|---------------------------------------------------------------------|
 FP0574
 FP0574                          SUPERSEDED SURVEY CONTROL
 FP0574
 FP0574  NAD 83(1986)-  35 20 57.26342(N)    109 03 39.66373(W) AD(       ) 2
 FP0574  NAD 27      -  35 20 57.17060(N)    109 03 37.33730(W) AD(       ) 2
 FP0574  NGVD 29 (07/19/86) 1956.0    (m)         6417.     (f) VERT ANG    3  
 FP0574
 FP0574.Superseded values are not recommended for survey control.
 FP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0574.See file dsdata.txt to determine how the superseded data were derived.
 FP0574
 FP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7619213499(NAD 83)
 FP0574_MARKER: DE = TRAVERSE STATION DISK
 FP0574_SETTING: 80 = SET IN A BOULDER
 FP0574_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0574
 FP0574  HISTORY     - Date     Condition        Report By
 FP0574  HISTORY     - 1959     MONUMENTED       CGS
 FP0574
 FP0574                          STATION DESCRIPTION
 FP0574
 FP0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0574'THE STATION IS ABOUT 1/4 MILE NORTHWEST OF THE POST OFFICE
 FP0574'AT LUPTON ON A SANDSTONE RIDGE THAT BREAKS OFF SHARP TO
 FP0574'THE SOUTHEAST.
 FP0574'
 FP0574'TO REACH THE STATION FROM THE POST OFFICE AT LUPTON GO NORTHEAST
 FP0574'ON U.S. HIGHWAY 66 FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN
 FP0574'LEFT ACROSS A BIG WASH AND GO WEST ON TRACK ROAD FOR 0.2
 FP0574'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST
 FP0574'TO THE SUMMIT OF THE RIDGE THEN PACK SOUTHEAST ALONG THE
 FP0574'RIDGE TO THE STATION.  LENGTH OF PACK IS 1/2 HOUR.
 FP0574'
 FP0574'THE STATION MARK, STAMPED AA 7 1959, IS A STANDARD TRAVERSE
 FP0574'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A HUGE BOULDER.
 FP0574'IT IS 40 FEET SOUTH OF THE HIGHEST PART OF THE BOULDER AND
 FP0574'11 FEET NORTHWEST OF A CAIRN.
 FP0574'
 FP0574'REFERENCE MARK NO. 1, STAMPED AA 7 NO 1 1959, IS A STANDARD
 FP0574'DISK CEMENTED IN A DRILL HOLE IN THE BOULDER.  IT IS 19 FEET
 FP0574'EAST OF THE CAIRN AND 3 FEET BELOW STATION ELEVATION.
 FP0574'
 FP0574'REFERENCE MARK NO. 2, STAMPED AA 7 NO 2 1959, IS A STANDARD
 FP0574'DISK CEMENTED IN A DRILL HOLE IN THE BOULDER.  IT IS 37
 FP0574'FEET NORTHWEST OF THE CAIRN AND 1 FOOT ABOVE STATION ELEVATION.
 FP0574'
 FP0574'TRAVERSE STATION LINE WILL SERVE AS AN AZIMUTH MARK,
 FP0574'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2276 ***********************************************************************
 CZ2276  DESIGNATION -  AB 43
 CZ2276  PID         -  CZ2276
 CZ2276  STATE/COUNTY-  AZ/PINAL
 CZ2276  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2276
 CZ2276                         *CURRENT SURVEY CONTROL
 CZ2276  ___________________________________________________________________
 CZ2276* NAD 83(1992)-  32 53 37.33156(N)    111 47 29.10476(W)     ADJUSTED  
 CZ2276* NAVD 88     -       416.73   (+/-2cm)    1367.2    (feet)  VERTCON   
 CZ2276  ___________________________________________________________________
 CZ2276  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CZ2276  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2276  HORZ ORDER  -  FIRST
 CZ2276  VERT ORDER  -  THIRD ? (See Below)
 CZ2276
 CZ2276.The horizontal coordinates were established by classical geodetic methods
 CZ2276.and adjusted by the National Geodetic Survey in August 1993.
 CZ2276
 CZ2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2276.The vertical order pertains to the NGVD 29 superseded value.
 CZ2276
 CZ2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2276
 CZ2276.The geoid height was determined by GEOID03.
 CZ2276
 CZ2276;                    North         East     Units Scale Factor Converg.
 CZ2276;SPC AZ C     -   209,970.989   225,077.739   MT  0.99990169   +0 04 04.9
 CZ2276;SPC AZ C     -   688,881.20    738,444.03   iFT  0.99990169   +0 04 04.9
 CZ2276;UTM  12      - 3,639,780.616   425,979.531   MT  0.99966756   -0 25 47.4
 CZ2276
 CZ2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2276!SPC AZ C     -   0.99993931  x   0.99990169  =   0.99984101
 CZ2276!UTM  12      -   0.99993931  x   0.99966756  =   0.99960689
 CZ2276
 CZ2276:                Primary Azimuth Mark                     Grid Az
 CZ2276:SPC AZ C     -  AC 43X                                   066 07 46.3
 CZ2276:UTM  12      -  AC 43X                                   066 37 38.6
 CZ2276
 CZ2276|---------------------------------------------------------------------|
 CZ2276| PID    Reference Object                     Distance      Geod. Az  |
 CZ2276|                                                           dddmmss.s |
 CZ2276| CZ2272 AC 43X                              APPROX. 2.0 KM 0661151.2 |
 CZ2276| CH4699 AB 43 RM E                            8.837 METERS 08930     |
 CZ2276| CH4700 AB 43 RM S                            8.841 METERS 17933     |
 CZ2276|---------------------------------------------------------------------|
 CZ2276
 CZ2276                          SUPERSEDED SURVEY CONTROL
 CZ2276
 CZ2276  NAD 83(1986)-  32 53 37.32545(N)    111 47 29.10620(W) AD(       ) 1
 CZ2276  NAD 27      -  32 53 37.13215(N)    111 47 26.63223(W) AD(       ) 1
 CZ2276  NGVD 29 (07/19/86)  416.10   (m)         1365.2    (f) LEVELING    3  
 CZ2276
 CZ2276.Superseded values are not recommended for survey control.
 CZ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2276.See file dsdata.txt to determine how the superseded data were derived.
 CZ2276
 CZ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2598039781(NAD 83)
 CZ2276_MARKER: DD = SURVEY DISK
 CZ2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2276
 CZ2276  HISTORY     - Date     Condition        Report By
 CZ2276  HISTORY     - 1967     MONUMENTED       DMA
 CZ2276  HISTORY     - 20070827 MARK NOT FOUND   GEOCAC
 CZ2276
 CZ2276                          STATION DESCRIPTION
 CZ2276
 CZ2276'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2276'T-6-S.  R-5-E.  IN SECTION 24 NEAR THE NORTHWEST CORNER.
 CZ2276'
 CZ2276'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2276'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2276'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2276'MARK IS STAMPED--AB 43 1967 ARMY MAP SERVICE.
 CZ2276'
 CZ2276'THE STATION MARK IS LOCATED 59 FEET SOUTH OF THE EAST-WEST
 CZ2276'POWERLINE.  87 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  43
 CZ2276'FEET EAST OF THE NORTH-SOUTH FENCE.  46 FEET EAST OF THE
 CZ2276'NORTH-SOUTH POWERLINE.  70 FEET EAST OF THE CENTERLINE OF
 CZ2276'NORTH-SOUTH ROAD.
 CZ2276'
 CZ2276'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2276'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2276'(BURRIS ROAD).  TURN RIGHT AND GO NORTH ON BURRIS ROAD FOR 1.0
 CZ2276'MILE TO A CROSSROAD AND THE STATION SITE.
 CZ2276
 CZ2276                          STATION RECOVERY (2007)
 CZ2276
 CZ2276'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2276'THE DESCRIBED LOCATION IS NOW PRIVATE PROPERTY. THE MARK MAY STILL BE
 CZ2276'IN PLACE, BUT THE OWNERS WILL NEED TO BE CONTACTED BEFORE A SEARCH CAN
 CZ2276'PROCEED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2277 ***********************************************************************
 CZ2277  DESIGNATION -  AB 44
 CZ2277  PID         -  CZ2277
 CZ2277  STATE/COUNTY-  AZ/PINAL
 CZ2277  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2277
 CZ2277                         *CURRENT SURVEY CONTROL
 CZ2277  ___________________________________________________________________
 CZ2277* NAD 83(1992)-  32 52 44.96080(N)    111 47 30.24681(W)     ADJUSTED  
 CZ2277* NAVD 88     -       419.74   (+/-2cm)    1377.1    (feet)  VERTCON   
 CZ2277  ___________________________________________________________________
 CZ2277  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CZ2277  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2277  HORZ ORDER  -  FIRST
 CZ2277  VERT ORDER  -  THIRD ? (See Below)
 CZ2277
 CZ2277.The horizontal coordinates were established by classical geodetic methods
 CZ2277.and adjusted by the National Geodetic Survey in August 1993.
 CZ2277
 CZ2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2277.The vertical order pertains to the NGVD 29 superseded value.
 CZ2277
 CZ2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2277
 CZ2277.The geoid height was determined by GEOID03.
 CZ2277
 CZ2277;                    North         East     Units Scale Factor Converg.
 CZ2277;SPC AZ C     -   208,357.768   225,049.970   MT  0.99990168   +0 04 04.2
 CZ2277;SPC AZ C     -   683,588.48    738,352.92   iFT  0.99990168   +0 04 04.2
 CZ2277;UTM  12      - 3,638,168.074   425,937.758   MT  0.99966763   -0 25 47.4
 CZ2277
 CZ2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2277!SPC AZ C     -   0.99993884  x   0.99990168  =   0.99984053
 CZ2277!UTM  12      -   0.99993884  x   0.99966763  =   0.99960649
 CZ2277
 CZ2277:                Primary Azimuth Mark                     Grid Az
 CZ2277:SPC AZ C     -  AC 43X                                   037 11 39.0
 CZ2277:UTM  12      -  AC 43X                                   037 41 30.6
 CZ2277
 CZ2277|---------------------------------------------------------------------|
 CZ2277| PID    Reference Object                     Distance      Geod. Az  |
 CZ2277|                                                           dddmmss.s |
 CZ2277| CZ2272 AC 43X                              APPROX. 3.0 KM 0371543.2 |
 CZ2277| CH4701 AB 44 RM E                            8.836 METERS 08945     |
 CZ2277| CH4702 AB 44 RM S                            8.833 METERS 17940     |
 CZ2277|---------------------------------------------------------------------|
 CZ2277
 CZ2277                          SUPERSEDED SURVEY CONTROL
 CZ2277
 CZ2277  NAD 83(1986)-  32 52 44.95469(N)    111 47 30.24811(W) AD(       ) 1
 CZ2277  NAD 27      -  32 52 44.75989(N)    111 47 27.77550(W) AD(       ) 1
 CZ2277  NGVD 29 (07/19/86)  419.11   (m)         1375.0    (f) LEVELING    3  
 CZ2277
 CZ2277.Superseded values are not recommended for survey control.
 CZ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2277.See file dsdata.txt to determine how the superseded data were derived.
 CZ2277
 CZ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2593838168(NAD 83)
 CZ2277_MARKER: DD = SURVEY DISK
 CZ2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2277
 CZ2277  HISTORY     - Date     Condition        Report By
 CZ2277  HISTORY     - 1967     MONUMENTED       DMA
 CZ2277  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2277
 CZ2277                          STATION DESCRIPTION
 CZ2277
 CZ2277'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2277'T-6-S.  R-5-E.  IN SECTION 26 NEAR THE NORTHEAST CORNER.
 CZ2277'
 CZ2277'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2277'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2277'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2277'IS STAMPED--AB 44 1967 ARMY MAP SERVICE.
 CZ2277'
 CZ2277'THE STATION MARK IS LOCATED 52 FEET SOUTH OF EAST-WEST FENCE.  50
 CZ2277'FEET WEST OF NORTH-SOUTH FENCE.  51 FEET WEST OF POWERLINE.  57
 CZ2277'FEET SOUTH OF POWERLINE.  103 FEET SOUTH OF THE CENTERLINE
 CZ2277'OF EAST-WEST HIGHWAY.  81 FEET WEST OF THE CENTERLINE OF
 CZ2277'NORTH-SOUTH ROAD.
 CZ2277'
 CZ2277'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2277'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2277'(BURRIS ROAD) AND THE STATION SITE.
 CZ2277
 CZ2277                          STATION RECOVERY (2006)
 CZ2277
 CZ2277'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2277'THE DESCRIBED LOCATION IS A CULTIVATED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2317 ***********************************************************************
 CZ2317  DESIGNATION -  AB 45
 CZ2317  PID         -  CZ2317
 CZ2317  STATE/COUNTY-  AZ/PINAL
 CZ2317  USGS QUAD   -  CHUICHU (1992)
 CZ2317
 CZ2317                         *CURRENT SURVEY CONTROL
 CZ2317  ___________________________________________________________________
 CZ2317* NAD 83(1992)-  32 51 50.87634(N)    111 47 30.74140(W)     ADJUSTED  
 CZ2317* NAVD 88     -       422.14   (+/-2cm)    1385.0    (feet)  VERTCON   
 CZ2317  ___________________________________________________________________
 CZ2317  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 CZ2317  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2317  HORZ ORDER  -  FIRST
 CZ2317  VERT ORDER  -  THIRD ? (See Below)
 CZ2317
 CZ2317.The horizontal coordinates were established by classical geodetic methods
 CZ2317.and adjusted by the National Geodetic Survey in August 1993.
 CZ2317
 CZ2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2317.The vertical order pertains to the NGVD 29 superseded value.
 CZ2317
 CZ2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2317
 CZ2317.The geoid height was determined by GEOID03.
 CZ2317
 CZ2317;                    North         East     Units Scale Factor Converg.
 CZ2317;SPC AZ C     -   206,691.783   225,039.084   MT  0.99990168   +0 04 03.8
 CZ2317;SPC AZ C     -   678,122.65    738,317.20   iFT  0.99990168   +0 04 03.8
 CZ2317;UTM  12      - 3,636,502.637   425,912.412   MT  0.99966768   -0 25 47.0
 CZ2317
 CZ2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2317!SPC AZ C     -   0.99993847  x   0.99990168  =   0.99984016
 CZ2317!UTM  12      -   0.99993847  x   0.99966768  =   0.99960617
 CZ2317
 CZ2317|---------------------------------------------------------------------|
 CZ2317| PID    Reference Object                     Distance      Geod. Az  |
 CZ2317|                                                           dddmmss.s |
 CZ2317| CH4703 AB 45 RM E                            8.839 METERS 08906     |
 CZ2317| CZ2287 SIERRA                              APPROX. 2.4 KM 1540111.9 |
 CZ2317| CH4704 AB 45 RM S                            8.835 METERS 17905     |
 CZ2317|---------------------------------------------------------------------|
 CZ2317
 CZ2317                          SUPERSEDED SURVEY CONTROL
 CZ2317
 CZ2317  NAD 83(1986)-  32 51 50.87024(N)    111 47 30.74254(W) AD(       ) 1
 CZ2317  NAD 27      -  32 51 50.67399(N)    111 47 28.27073(W) AD(       ) 1
 CZ2317  NGVD 29 (07/19/86)  421.52   (m)         1382.9    (f) LEVELING    3  
 CZ2317
 CZ2317.Superseded values are not recommended for survey control.
 CZ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2317.See file dsdata.txt to determine how the superseded data were derived.
 CZ2317
 CZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2591236503(NAD 83)
 CZ2317_MARKER: DD = SURVEY DISK
 CZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2317
 CZ2317  HISTORY     - Date     Condition        Report By
 CZ2317  HISTORY     - 1967     MONUMENTED       DMA
 CZ2317  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2317
 CZ2317                          STATION DESCRIPTION
 CZ2317
 CZ2317'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2317'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE NORTHEAST CORNER.
 CZ2317'
 CZ2317'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2317'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2317'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2317'MARK IS STAMPED--AB 45 1967 ARMY MAP SERVICE.
 CZ2317'
 CZ2317'THE STATION MARK IS LOCATED 170 FEET SOUTH OF THE EAST-WEST
 CZ2317'POWERLINE.  196 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  73
 CZ2317'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  44 FEET
 CZ2317'WEST OF THE NORTH-SOUTH FENCE.  30 FEET WEST OF THE NORTH-SOUTH
 CZ2317'FIELD ROAD.
 CZ2317'
 CZ2317'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2317'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2317'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 1.0
 CZ2317'MILE TO A CROSSROAD AND THE STATION SITE.
 CZ2317
 CZ2317                          STATION RECOVERY (2008)
 CZ2317
 CZ2317'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2317'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2317'MARK. THE ADJUSTED CO-ORDINATES POINT TO A PLOWED FIELD. ASSUMED
 CZ2317'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2318 ***********************************************************************
 CZ2318  DESIGNATION -  AB 46
 CZ2318  PID         -  CZ2318
 CZ2318  STATE/COUNTY-  AZ/PINAL
 CZ2318  USGS QUAD   -  CHUICHU (1992)
 CZ2318
 CZ2318                         *CURRENT SURVEY CONTROL
 CZ2318  ___________________________________________________________________
 CZ2318* NAD 83(1992)-  32 51 02.77119(N)    111 47 30.76511(W)     ADJUSTED  
 CZ2318* NAVD 88     -       423.03   (+/-2cm)    1387.9    (feet)  VERTCON   
 CZ2318  ___________________________________________________________________
 CZ2318  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CZ2318  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2318  HORZ ORDER  -  FIRST
 CZ2318  VERT ORDER  -  THIRD ? (See Below)
 CZ2318
 CZ2318.The horizontal coordinates were established by classical geodetic methods
 CZ2318.and adjusted by the National Geodetic Survey in August 1993.
 CZ2318
 CZ2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2318.The vertical order pertains to the NGVD 29 superseded value.
 CZ2318
 CZ2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2318
 CZ2318.The geoid height was determined by GEOID03.
 CZ2318
 CZ2318;                    North         East     Units Scale Factor Converg.
 CZ2318;SPC AZ C     -   205,209.998   225,040.218   MT  0.99990168   +0 04 03.7
 CZ2318;SPC AZ C     -   673,261.15    738,320.93   iFT  0.99990168   +0 04 03.7
 CZ2318;UTM  12      - 3,635,021.244   425,900.687   MT  0.99966770   -0 25 46.5
 CZ2318
 CZ2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2318!SPC AZ C     -   0.99993833  x   0.99990168  =   0.99984002
 CZ2318!UTM  12      -   0.99993833  x   0.99966770  =   0.99960605
 CZ2318
 CZ2318|---------------------------------------------------------------------|
 CZ2318| PID    Reference Object                     Distance      Geod. Az  |
 CZ2318|                                                           dddmmss.s |
 CZ2318| CH4705 AB 46 RM E                            8.835 METERS 08924     |
 CZ2318| CZ2047 CASA GRANDE 2                       APPROX. 8.1 KM 1145434.0 |
 CZ2318| CH4706 AB 46 RM S                            8.828 METERS 17925     |
 CZ2318|---------------------------------------------------------------------|
 CZ2318
 CZ2318                          SUPERSEDED SURVEY CONTROL
 CZ2318
 CZ2318  NAD 83(1986)-  32 51 02.76508(N)    111 47 30.76617(W) AD(       ) 1
 CZ2318  NAD 27      -  32 51 02.56732(N)    111 47 28.29600(W) AD(       ) 1
 CZ2318  NGVD 29 (07/19/86)  422.41   (m)         1385.9    (f) LEVELING    3  
 CZ2318
 CZ2318.Superseded values are not recommended for survey control.
 CZ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2318.See file dsdata.txt to determine how the superseded data were derived.
 CZ2318
 CZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2590135021(NAD 83)
 CZ2318_MARKER: DD = SURVEY DISK
 CZ2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2318
 CZ2318  HISTORY     - Date     Condition        Report By
 CZ2318  HISTORY     - 1967     MONUMENTED       DMA
 CZ2318  HISTORY     - 20080511 MARK NOT FOUND   GEOCAC
 CZ2318
 CZ2318                          STATION DESCRIPTION
 CZ2318
 CZ2318'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2318'T-6-S.  R-5-E.  IN SECTION 35 NEAR THE SOUTHEAST CORNER.
 CZ2318'
 CZ2318'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2318'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2318'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2318'MARK IS STAMPED--AB 46 1967 ARMY MAP SERVICE.
 CZ2318'
 CZ2318'THE STATION MARK IS LOCATED 78 FEET WEST OF THE CENTERLINE OF
 CZ2318'NORTH-SOUTH ROAD.  173 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2318'DITCH ROAD.  195 FEET NORTH OF THE CENTERLINE OF EAST-WEST DITCH.
 CZ2318'
 CZ2318'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2318'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2318'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 2.0
 CZ2318'MILES TO A CROSSROAD (SELMA ROAD) AND THE STATION SITE.
 CZ2318
 CZ2318                          STATION RECOVERY (2008)
 CZ2318
 CZ2318'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2318'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2318'MARK. A LARGE BERM HAS BEEN BUILT UP ABOUT 100 FEET FROM THE
 CZ2318'CENTERLINE OF THE ROAD, AND THE AREA BETWEEN THE ROAD AND THE BERM HAS
 CZ2318'BEEN GRADED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2313 ***********************************************************************
 CZ2313  DESIGNATION -  AB 47
 CZ2313  PID         -  CZ2313
 CZ2313  STATE/COUNTY-  AZ/PINAL
 CZ2313  USGS QUAD   -  CHUICHU (1992)
 CZ2313
 CZ2313                         *CURRENT SURVEY CONTROL
 CZ2313  ___________________________________________________________________
 CZ2313* NAD 83(1992)-  32 50 09.49945(N)    111 47 28.41592(W)     ADJUSTED  
 CZ2313* NAVD 88     -       426.21   (+/-2cm)    1398.3    (feet)  VERTCON   
 CZ2313  ___________________________________________________________________
 CZ2313  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CZ2313  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2313  HORZ ORDER  -  FIRST
 CZ2313  VERT ORDER  -  THIRD ? (See Below)
 CZ2313
 CZ2313.The horizontal coordinates were established by classical geodetic methods
 CZ2313.and adjusted by the National Geodetic Survey in August 1993.
 CZ2313
 CZ2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2313.The vertical order pertains to the NGVD 29 superseded value.
 CZ2313
 CZ2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2313
 CZ2313.The geoid height was determined by GEOID03.
 CZ2313
 CZ2313;                    North         East     Units Scale Factor Converg.
 CZ2313;SPC AZ C     -   203,569.142   225,103.246   MT  0.99990170   +0 04 04.9
 CZ2313;SPC AZ C     -   667,877.76    738,527.71   iFT  0.99990170   +0 04 04.9
 CZ2313;UTM  12      - 3,633,380.287   425,949.463   MT  0.99966761   -0 25 44.6
 CZ2313
 CZ2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2313!SPC AZ C     -   0.99993783  x   0.99990170  =   0.99983954
 CZ2313!UTM  12      -   0.99993783  x   0.99966761  =   0.99960546
 CZ2313
 CZ2313|---------------------------------------------------------------------|
 CZ2313| PID    Reference Object                     Distance      Geod. Az  |
 CZ2313|                                                           dddmmss.s |
 CZ2313| CH4707 AB 47 RM E                            8.836 METERS 08926     |
 CZ2313| CZ2047 CASA GRANDE 2                       APPROX. 7.5 KM 1034147.3 |
 CZ2313| CH4708 AB 47 RM S                            8.842 METERS 17924     |
 CZ2313|---------------------------------------------------------------------|
 CZ2313
 CZ2313                          SUPERSEDED SURVEY CONTROL
 CZ2313
 CZ2313  NAD 83(1986)-  32 50 09.49333(N)    111 47 28.41686(W) AD(       ) 1
 CZ2313  NAD 27      -  32 50 09.29388(N)    111 47 25.94822(W) AD(       ) 1
 CZ2313  NGVD 29 (07/19/86)  425.60   (m)         1396.3    (f) LEVELING    3  
 CZ2313
 CZ2313.Superseded values are not recommended for survey control.
 CZ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2313.See file dsdata.txt to determine how the superseded data were derived.
 CZ2313
 CZ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2594933380(NAD 83)
 CZ2313_MARKER: DD = SURVEY DISK
 CZ2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2313+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2313
 CZ2313  HISTORY     - Date     Condition        Report By
 CZ2313  HISTORY     - 1967     MONUMENTED       DMA
 CZ2313  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2313
 CZ2313                          STATION DESCRIPTION
 CZ2313
 CZ2313'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2313'T-7-S.  R-5-E.  IN SECTION 1 NEAR THE SOUTHWEST CORNER.
 CZ2313'
 CZ2313'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2313'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2313'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2313'MARK IS STAMPED--AB 47 1967 ARMY MAP SERVICE.
 CZ2313'
 CZ2313'THE STATION MARK IS LOCATED 169 FEET EAST OF THE CENTERLINE
 CZ2313'OF NORTH-SOUTH ROAD.  96 FEET NORTH OF THE EAST-WEST SECTION
 CZ2313'LINE.  126.4 FEET NORTHEAST OF THE SECTION CORNER.
 CZ2313'
 CZ2313'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2313'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2313'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 3.0
 CZ2313'MILES TO CROSSROAD (CORNMAN ROAD) AND THE STATION SITE.
 CZ2313
 CZ2313                          STATION RECOVERY (2008)
 CZ2313
 CZ2313'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2314 ***********************************************************************
 CZ2314  DESIGNATION -  AB 48
 CZ2314  PID         -  CZ2314
 CZ2314  STATE/COUNTY-  AZ/PINAL
 CZ2314  USGS QUAD   -  CHUICHU (1992)
 CZ2314
 CZ2314                         *CURRENT SURVEY CONTROL
 CZ2314  ___________________________________________________________________
 CZ2314* NAD 83(1992)-  32 49 16.99591(N)    111 47 29.03375(W)     ADJUSTED  
 CZ2314* NAVD 88     -       428.48   (+/-2cm)    1405.8    (feet)  VERTCON   
 CZ2314  ___________________________________________________________________
 CZ2314  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CZ2314  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2314  HORZ ORDER  -  FIRST
 CZ2314  VERT ORDER  -  THIRD ? (See Below)
 CZ2314
 CZ2314.The horizontal coordinates were established by classical geodetic methods
 CZ2314.and adjusted by the National Geodetic Survey in August 1993.
 CZ2314
 CZ2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2314.The vertical order pertains to the NGVD 29 superseded value.
 CZ2314
 CZ2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2314
 CZ2314.The geoid height was determined by GEOID03.
 CZ2314
 CZ2314;                    North         East     Units Scale Factor Converg.
 CZ2314;SPC AZ C     -   201,951.862   225,089.097   MT  0.99990170   +0 04 04.4
 CZ2314;SPC AZ C     -   662,571.73    738,481.29   iFT  0.99990170   +0 04 04.4
 CZ2314;UTM  12      - 3,631,763.569   425,921.293   MT  0.99966766   -0 25 44.3
 CZ2314
 CZ2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2314!SPC AZ C     -   0.99993748  x   0.99990170  =   0.99983919
 CZ2314!UTM  12      -   0.99993748  x   0.99966766  =   0.99960516
 CZ2314
 CZ2314|---------------------------------------------------------------------|
 CZ2314| PID    Reference Object                     Distance      Geod. Az  |
 CZ2314|                                                           dddmmss.s |
 CZ2314| CH4709 AB 48 RM E                            8.840 METERS 08857     |
 CZ2314| CZ2047 CASA GRANDE 2                       APPROX. 7.3 KM 0911645.4 |
 CZ2314| CH4710 AB 48 RM S                            8.838 METERS 17851     |
 CZ2314|---------------------------------------------------------------------|
 CZ2314
 CZ2314                          SUPERSEDED SURVEY CONTROL
 CZ2314
 CZ2314  NAD 83(1986)-  32 49 16.98978(N)    111 47 29.03456(W) AD(       ) 1
 CZ2314  NAD 27      -  32 49 16.78889(N)    111 47 26.56726(W) AD(       ) 1
 CZ2314  NGVD 29 (07/19/86)  427.86   (m)         1403.7    (f) LEVELING    3  
 CZ2314
 CZ2314.Superseded values are not recommended for survey control.
 CZ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2314.See file dsdata.txt to determine how the superseded data were derived.
 CZ2314
 CZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2592131764(NAD 83)
 CZ2314_MARKER: DD = SURVEY DISK
 CZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2314+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2314
 CZ2314  HISTORY     - Date     Condition        Report By
 CZ2314  HISTORY     - 1967     MONUMENTED       DMA
 CZ2314  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2314
 CZ2314                          STATION DESCRIPTION
 CZ2314
 CZ2314'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2314'T-7-S.  R-5-E.  IN SECTION 12 NEAR THE SOUTHWEST CORNER.
 CZ2314'
 CZ2314'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2314'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2314'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2314'MARK IS STAMPED--AB 48 1967 ARMY MAP SERVICE.
 CZ2314'
 CZ2314'THE STATION MARK IS LOCATED 80 FEET NORTH OF THE EXTENDED
 CZ2314'CENTERLINE OF ROAD EAST.  120 FEET EAST OF THE CENTERLINE OF
 CZ2314'NORTH-SOUTH ROAD.
 CZ2314'
 CZ2314'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2314'GRANDE, ARIZONA GO WEST ON 84 FOR 2.0 MILES TO A CROSSROAD
 CZ2314'(BURRIS ROAD).  TURN LEFT ON BURRIS ROAD AND GO SOUTH FOR 4.0 MILES
 CZ2314'TO A T ROAD EAST (HANNA ROAD) AND THE STATION SITE.
 CZ2314
 CZ2314                          STATION RECOVERY (2007)
 CZ2314
 CZ2314'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2320 ***********************************************************************
 CZ2320  DESIGNATION -  AB 49
 CZ2320  PID         -  CZ2320
 CZ2320  STATE/COUNTY-  AZ/PINAL
 CZ2320  USGS QUAD   -  CHUICHU (1992)
 CZ2320
 CZ2320                         *CURRENT SURVEY CONTROL
 CZ2320  ___________________________________________________________________
 CZ2320* NAD 83(1992)-  32 48 20.03976(N)    111 47 31.72795(W)     ADJUSTED  
 CZ2320* NAVD 88     -       432.70   (+/-2cm)    1419.6    (feet)  VERTCON   
 CZ2320  ___________________________________________________________________
 CZ2320  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CZ2320  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2320  HORZ ORDER  -  FIRST
 CZ2320  VERT ORDER  -  THIRD ? (See Below)
 CZ2320
 CZ2320.The horizontal coordinates were established by classical geodetic methods
 CZ2320.and adjusted by the National Geodetic Survey in August 1993.
 CZ2320
 CZ2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2320.The vertical order pertains to the NGVD 29 superseded value.
 CZ2320
 CZ2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2320
 CZ2320.The geoid height was determined by GEOID03.
 CZ2320
 CZ2320;                    North         East     Units Scale Factor Converg.
 CZ2320;SPC AZ C     -   200,197.369   225,021.090   MT  0.99990168   +0 04 02.9
 CZ2320;SPC AZ C     -   656,815.52    738,258.17   iFT  0.99990168   +0 04 02.9
 CZ2320;UTM  12      - 3,630,010.142   425,838.096   MT  0.99966782   -0 25 45.1
 CZ2320
 CZ2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2320!SPC AZ C     -   0.99993682  x   0.99990168  =   0.99983850
 CZ2320!UTM  12      -   0.99993682  x   0.99966782  =   0.99960466
 CZ2320
 CZ2320:                Primary Azimuth Mark                     Grid Az
 CZ2320:SPC AZ C     -  CASA GRANDE 2                            077 47 18.6
 CZ2320:UTM  12      -  CASA GRANDE 2                            078 17 06.6
 CZ2320
 CZ2320|---------------------------------------------------------------------|
 CZ2320| PID    Reference Object                     Distance      Geod. Az  |
 CZ2320|                                                           dddmmss.s |
 CZ2320| CZ2047 CASA GRANDE 2                       APPROX. 7.6 KM 0775121.5 |
 CZ2320| CH4711 AB 49 RM E                            8.844 METERS 08843     |
 CZ2320| CH4712 AB 49 RM S                            8.843 METERS 18841     |
 CZ2320|---------------------------------------------------------------------|
 CZ2320
 CZ2320                          SUPERSEDED SURVEY CONTROL
 CZ2320
 CZ2320  NAD 83(1986)-  32 48 20.03362(N)    111 47 31.72863(W) AD(       ) 1
 CZ2320  NAD 27      -  32 48 19.83131(N)    111 47 29.26262(W) AD(       ) 1
 CZ2320  NGVD 29 (07/19/86)  432.09   (m)         1417.6    (f) LEVELING    3  
 CZ2320
 CZ2320.Superseded values are not recommended for survey control.
 CZ2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2320.See file dsdata.txt to determine how the superseded data were derived.
 CZ2320
 CZ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2583830010(NAD 83)
 CZ2320_MARKER: DD = SURVEY DISK
 CZ2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2320+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2320
 CZ2320  HISTORY     - Date     Condition        Report By
 CZ2320  HISTORY     - 1966     MONUMENTED       DMA
 CZ2320  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2320
 CZ2320                          STATION DESCRIPTION
 CZ2320
 CZ2320'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2320'T-7-S.  R-5-E.  IN SECTION 23 NEAR THE NORTHEAST CORNER.
 CZ2320'
 CZ2320'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2320'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2320'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2320'MARK IS STAMPED--AB 49 1966 ARMY MAP SERVICE.
 CZ2320'
 CZ2320'THE STATION MARK IS LOCATED 398 FEET SOUTH OF THE POWER LINE.  385
 CZ2320'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  86
 CZ2320'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  65 FEET
 CZ2320'SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE.  399.7 FEET SOUTHWEST
 CZ2320'OF THE SECTION CORNER.
 CZ2320'
 CZ2320'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2320'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2320'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2320'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 4.9 MILES TO
 CZ2320'CROSSROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO CROSSROAD
 CZ2320'AND THE STATION SITE.
 CZ2320
 CZ2320                          STATION RECOVERY (2007)
 CZ2320
 CZ2320'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2319 ***********************************************************************
 CZ2319  DESIGNATION -  AB 50
 CZ2319  PID         -  CZ2319
 CZ2319  STATE/COUNTY-  AZ/PINAL
 CZ2319  USGS QUAD   -  CHUICHU (1992)
 CZ2319
 CZ2319                         *CURRENT SURVEY CONTROL
 CZ2319  ___________________________________________________________________
 CZ2319* NAD 83(1992)-  32 47 31.10104(N)    111 47 30.92366(W)     ADJUSTED  
 CZ2319* NAVD 88     -       435.26   (+/-2cm)    1428.0    (feet)  VERTCON   
 CZ2319  ___________________________________________________________________
 CZ2319  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CZ2319  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2319  HORZ ORDER  -  FIRST
 CZ2319  VERT ORDER  -  THIRD ? (See Below)
 CZ2319
 CZ2319.The horizontal coordinates were established by classical geodetic methods
 CZ2319.and adjusted by the National Geodetic Survey in August 1993.
 CZ2319
 CZ2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2319.The vertical order pertains to the NGVD 29 superseded value.
 CZ2319
 CZ2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2319
 CZ2319.The geoid height was determined by GEOID03.
 CZ2319
 CZ2319;                    North         East     Units Scale Factor Converg.
 CZ2319;SPC AZ C     -   198,689.947   225,043.790   MT  0.99990168   +0 04 03.2
 CZ2319;SPC AZ C     -   651,869.90    738,332.64   iFT  0.99990168   +0 04 03.2
 CZ2319;UTM  12      - 3,628,502.932   425,847.729   MT  0.99966780   -0 25 44.1
 CZ2319
 CZ2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2319!SPC AZ C     -   0.99993642  x   0.99990168  =   0.99983810
 CZ2319!UTM  12      -   0.99993642  x   0.99966780  =   0.99960424
 CZ2319
 CZ2319|---------------------------------------------------------------------|
 CZ2319| PID    Reference Object                     Distance      Geod. Az  |
 CZ2319|                                                           dddmmss.s |
 CZ2319| CH4713 AB 50 RM E                            8.832 METERS 08905     |
 CZ2319| CZ2286 CHUI                                APPROX. 3.6 KM 1712203.1 |
 CZ2319| CH4714 AB 50 RM S                            8.832 METERS 17905     |
 CZ2319|---------------------------------------------------------------------|
 CZ2319
 CZ2319                          SUPERSEDED SURVEY CONTROL
 CZ2319
 CZ2319  NAD 83(1986)-  32 47 31.09491(N)    111 47 30.92423(W) AD(       ) 1
 CZ2319  NAD 27      -  32 47 30.89130(N)    111 47 28.45941(W) AD(       ) 1
 CZ2319  NGVD 29 (07/19/86)  434.65   (m)         1426.0    (f) LEVELING    3  
 CZ2319
 CZ2319.Superseded values are not recommended for survey control.
 CZ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2319.See file dsdata.txt to determine how the superseded data were derived.
 CZ2319
 CZ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2584828503(NAD 83)
 CZ2319_MARKER: DD = SURVEY DISK
 CZ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2319+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2319
 CZ2319  HISTORY     - Date     Condition        Report By
 CZ2319  HISTORY     - 1966     MONUMENTED       DMA
 CZ2319  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2319
 CZ2319                          STATION DESCRIPTION
 CZ2319
 CZ2319'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2319'T-7-S.  R-5-E.  IN SECTION 26 NEAR THE NORTHEAST CORNER.
 CZ2319'
 CZ2319'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2319'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2319'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2319'MARK IS STAMPED--AB 50 1966 ARMY MAP SERVICE.
 CZ2319'
 CZ2319'THE MARK IS LOCATED 85 FEET SOUTH OF THE CENTERLINE OF
 CZ2319'EAST-WEST TRAIL AND 66 FEET SOUTH OF EAST-WEST BOUNDARY FENCE.
 CZ2319'
 CZ2319'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2319'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD.  TURN
 CZ2319'LEFT AND GO SOUTH FOR 6.0 MILES TO A T ROAD WEST.  TURN RIGHT AND
 CZ2319'GO WEST FOR 1.0 MILE TO STATION SITE.
 CZ2319
 CZ2319                          STATION RECOVERY (2007)
 CZ2319
 CZ2319'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2315 ***********************************************************************
 CZ2315  DESIGNATION -  AB 51
 CZ2315  PID         -  CZ2315
 CZ2315  STATE/COUNTY-  AZ/PINAL
 CZ2315  USGS QUAD   -  CHUICHU (1992)
 CZ2315
 CZ2315                         *CURRENT SURVEY CONTROL
 CZ2315  ___________________________________________________________________
 CZ2315* NAD 83(1992)-  32 46 39.84069(N)    111 47 29.32653(W)     ADJUSTED  
 CZ2315* NAVD 88     -       438.78   (+/-2cm)    1439.6    (feet)  VERTCON   
 CZ2315  ___________________________________________________________________
 CZ2315  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 CZ2315  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2315  HORZ ORDER  -  FIRST
 CZ2315  VERT ORDER  -  THIRD ? (See Below)
 CZ2315
 CZ2315.The horizontal coordinates were established by classical geodetic methods
 CZ2315.and adjusted by the National Geodetic Survey in August 1993.
 CZ2315
 CZ2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2315.The vertical order pertains to the NGVD 29 superseded value.
 CZ2315
 CZ2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2315
 CZ2315.The geoid height was determined by GEOID03.
 CZ2315
 CZ2315;                    North         East     Units Scale Factor Converg.
 CZ2315;SPC AZ C     -   197,111.039   225,087.211   MT  0.99990170   +0 04 04.0
 CZ2315;SPC AZ C     -   646,689.76    738,475.10   iFT  0.99990170   +0 04 04.0
 CZ2315;UTM  12      - 3,626,924.077   425,877.463   MT  0.99966774   -0 25 42.6
 CZ2315
 CZ2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2315!SPC AZ C     -   0.99993587  x   0.99990170  =   0.99983757
 CZ2315!UTM  12      -   0.99993587  x   0.99966774  =   0.99960363
 CZ2315
 CZ2315|---------------------------------------------------------------------|
 CZ2315| PID    Reference Object                     Distance      Geod. Az  |
 CZ2315|                                                           dddmmss.s |
 CZ2315| CH4715 AB 51 RM E                            8.837 METERS 08904     |
 CZ2315| CZ2286 CHUI                                APPROX. 2.0 KM 1654607.4 |
 CZ2315| CH4716 AB 51 RM S                            8.834 METERS 17903     |
 CZ2315|---------------------------------------------------------------------|
 CZ2315
 CZ2315                          SUPERSEDED SURVEY CONTROL
 CZ2315
 CZ2315  NAD 83(1986)-  32 46 39.83455(N)    111 47 29.32698(W) AD(       ) 1
 CZ2315  NAD 27      -  32 46 39.62977(N)    111 47 26.86316(W) AD(       ) 1
 CZ2315  NGVD 29 (07/19/86)  438.17   (m)         1437.6    (f) LEVELING    3  
 CZ2315
 CZ2315.Superseded values are not recommended for survey control.
 CZ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2315.See file dsdata.txt to determine how the superseded data were derived.
 CZ2315
 CZ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2587726924(NAD 83)
 CZ2315_MARKER: DD = SURVEY DISK
 CZ2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2315
 CZ2315  HISTORY     - Date     Condition        Report By
 CZ2315  HISTORY     - 1966     MONUMENTED       DMA
 CZ2315
 CZ2315                          STATION DESCRIPTION
 CZ2315
 CZ2315'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2315'T-7-S.  R-5-E.  IN SECTION 25 NEAR THE SOUTHWEST CORNER.
 CZ2315'
 CZ2315'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2315'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2315'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2315'MARK IS STAMPED--AB 51 1966 ARMY MAP SERVICE.
 CZ2315'
 CZ2315'THE STATION MARK IS LOCATED 102 FEET NORTHEAST OF THE SECTION
 CZ2315'CORNER.  55 FEET SOUTH OF A LARGE BUSH.  57 FEET SOUTHWEST
 CZ2315'OF A BUSH AT THE NORTHWEST EDGE OF A TRAIL NORTHEAST.  52 FEET
 CZ2315'NORTHWEST OF A BUSH.
 CZ2315'
 CZ2315'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2315'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2315'ARIZONA.  GO WEST ALONG SOUTH SIDE OF FENCE FOR 1.1 MILES TO A
 CZ2315'NORTH-SOUTH TRAIL.  TURN RIGHT AND GO NORTH FOR 1.1 MILES.  TURN
 CZ2315'LEFT AND FOLLOW DIM TRAIL WEST FOR 0.85 MILE TO TRAIL FORK.  TAKE
 CZ2315'LEFT FORK AND GO SOUTHWEST FOR 0.15 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2316 ***********************************************************************
 CZ2316  DESIGNATION -  AB 52
 CZ2316  PID         -  CZ2316
 CZ2316  STATE/COUNTY-  AZ/PINAL
 CZ2316  USGS QUAD   -  CHUICHU (1992)
 CZ2316
 CZ2316                         *CURRENT SURVEY CONTROL
 CZ2316  ___________________________________________________________________
 CZ2316* NAD 83(1992)-  32 45 42.98009(N)    111 47 30.27178(W)     ADJUSTED  
 CZ2316* NAVD 88     -       441.32   (+/-2cm)    1447.9    (feet)  VERTCON   
 CZ2316  ___________________________________________________________________
 CZ2316  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2316  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2316  HORZ ORDER  -  FIRST
 CZ2316  VERT ORDER  -  THIRD ? (See Below)
 CZ2316
 CZ2316.The horizontal coordinates were established by classical geodetic methods
 CZ2316.and adjusted by the National Geodetic Survey in August 1993.
 CZ2316
 CZ2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2316.The vertical order pertains to the NGVD 29 superseded value.
 CZ2316
 CZ2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2316
 CZ2316.The geoid height was determined by GEOID03.
 CZ2316
 CZ2316;                    North         East     Units Scale Factor Converg.
 CZ2316;SPC AZ C     -   195,359.556   225,064.681   MT  0.99990169   +0 04 03.4
 CZ2316;SPC AZ C     -   640,943.43    738,401.18   iFT  0.99990169   +0 04 03.4
 CZ2316;UTM  12      - 3,625,173.264   425,839.775   MT  0.99966781   -0 25 42.5
 CZ2316
 CZ2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2316!SPC AZ C     -   0.99993547  x   0.99990169  =   0.99983716
 CZ2316!UTM  12      -   0.99993547  x   0.99966781  =   0.99960330
 CZ2316
 CZ2316:                Primary Azimuth Mark                     Grid Az
 CZ2316:SPC AZ C     -  CASA GRANDE 2                            048 46 42.0
 CZ2316:UTM  12      -  CASA GRANDE 2                            049 16 27.9
 CZ2316
 CZ2316|---------------------------------------------------------------------|
 CZ2316| PID    Reference Object                     Distance      Geod. Az  |
 CZ2316|                                                           dddmmss.s |
 CZ2316| CZ2047 CASA GRANDE 2                       APPROX. 9.8 KM 0485045.4 |
 CZ2316| CH4717 AB 52 RM E                            8.842 METERS 08915     |
 CZ2316| CH4718 AB 52 RM S                            8.836 METERS 17919     |
 CZ2316|---------------------------------------------------------------------|
 CZ2316
 CZ2316                          SUPERSEDED SURVEY CONTROL
 CZ2316
 CZ2316  NAD 83(1986)-  32 45 42.97394(N)    111 47 30.27209(W) AD(       ) 1
 CZ2316  NAD 27      -  32 45 42.76765(N)    111 47 27.80967(W) AD(       ) 1
 CZ2316  NGVD 29 (07/19/86)  440.72   (m)         1445.9    (f) LEVELING    3  
 CZ2316
 CZ2316.Superseded values are not recommended for survey control.
 CZ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2316.See file dsdata.txt to determine how the superseded data were derived.
 CZ2316
 CZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2584025173(NAD 83)
 CZ2316_MARKER: DD = SURVEY DISK
 CZ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2316+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2316
 CZ2316  HISTORY     - Date     Condition        Report By
 CZ2316  HISTORY     - 1966     MONUMENTED       DMA
 CZ2316  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2316
 CZ2316                          STATION DESCRIPTION
 CZ2316
 CZ2316'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2316'T-8-S.  R-5-E.  IN SECTION 1 (UNSURVEYED)
 CZ2316'
 CZ2316'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2316'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2316'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2316'IS STAMPED--AB 52 1966 ARMY MAP SERVICE.
 CZ2316'
 CZ2316'THE STATION MARK IS LOCATED 380 FEET SOUTH-SOUTHEAST OF THE
 CZ2316'SOUTHWEST CORNER OF SECTION 36, T-7-S.  R-5-E.  300 FEET
 CZ2316'NORTHEAST OF THE CENTERLINE OF NORTHWEST-SOUTHEAST TRAIL.  10
 CZ2316'FEET SOUTH OF A EAST-WEST BRUSH LINE.
 CZ2316'
 CZ2316'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2316'RESERVATION TRAVEL SOUTH AND SOUTHWEST FOR 1.7 MILES TO ROAD
 CZ2316'RIGHT INTO CHUICHU VILLAGE.  TURN RIGHT AND GO 1.0 MILES
 CZ2316'NORTHWEST TO Y ROAD.  TAKE Y ROAD TO THE RIGHT AND TRAVEL
 CZ2316'NORTHWEST FOR 0.25 MILE.  TURN RIGHT AND TRAVEL NORTHEAST FOR 300
 CZ2316'FEET TO THE STATION SITE.
 CZ2316
 CZ2316                          STATION RECOVERY (2008)
 CZ2316
 CZ2316'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2220 ***********************************************************************
 CZ2220  DESIGNATION -  AB 53
 CZ2220  PID         -  CZ2220
 CZ2220  STATE/COUNTY-  AZ/PINAL
 CZ2220  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2220
 CZ2220                         *CURRENT SURVEY CONTROL
 CZ2220  ___________________________________________________________________
 CZ2220* NAD 83(1992)-  32 44 52.58380(N)    111 47 31.03770(W)     ADJUSTED  
 CZ2220* NAVD 88     -       445.91   (+/-2cm)    1463.0    (feet)  VERTCON   
 CZ2220  ___________________________________________________________________
 CZ2220  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2220  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2220  HORZ ORDER  -  FIRST
 CZ2220  VERT ORDER  -  THIRD ? (See Below)
 CZ2220
 CZ2220.The horizontal coordinates were established by classical geodetic methods
 CZ2220.and adjusted by the National Geodetic Survey in August 1993.
 CZ2220
 CZ2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2220.The vertical order pertains to the NGVD 29 superseded value.
 CZ2220
 CZ2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2220
 CZ2220.The geoid height was determined by GEOID03.
 CZ2220
 CZ2220;                    North         East     Units Scale Factor Converg.
 CZ2220;SPC AZ C     -   193,807.199   225,046.576   MT  0.99990168   +0 04 02.9
 CZ2220;SPC AZ C     -   635,850.39    738,341.78   iFT  0.99990168   +0 04 02.9
 CZ2220;UTM  12      - 3,623,621.485   425,808.240   MT  0.99966787   -0 25 42.3
 CZ2220
 CZ2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2220!SPC AZ C     -   0.99993475  x   0.99990168  =   0.99983643
 CZ2220!UTM  12      -   0.99993475  x   0.99966787  =   0.99960264
 CZ2220
 CZ2220:                Primary Azimuth Mark                     Grid Az
 CZ2220:SPC AZ C     -  CHUI                                     021 33 27.9
 CZ2220:UTM  12      -  CHUI                                     022 03 13.1
 CZ2220
 CZ2220|---------------------------------------------------------------------|
 CZ2220| PID    Reference Object                     Distance      Geod. Az  |
 CZ2220|                                                           dddmmss.s |
 CZ2220| CZ2286 CHUI                                APPROX. 1.5 KM 0213730.8 |
 CZ2220| CH4719 AB 53 RM E                            8.829 METERS 08902     |
 CZ2220| CH4720 AB 53 RM S                            8.842 METERS 17857     |
 CZ2220|---------------------------------------------------------------------|
 CZ2220
 CZ2220                          SUPERSEDED SURVEY CONTROL
 CZ2220
 CZ2220  NAD 83(1986)-  32 44 52.57766(N)    111 47 31.03790(W) AD(       ) 1
 CZ2220  NAD 27      -  32 44 52.36978(N)    111 47 28.57674(W) AD(       ) 1
 CZ2220  NGVD 29 (07/19/86)  445.31   (m)         1461.0    (f) LEVELING    3  
 CZ2220
 CZ2220.Superseded values are not recommended for survey control.
 CZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2220.See file dsdata.txt to determine how the superseded data were derived.
 CZ2220
 CZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2580823621(NAD 83)
 CZ2220_MARKER: DD = SURVEY DISK
 CZ2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2220+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2220
 CZ2220  HISTORY     - Date     Condition        Report By
 CZ2220  HISTORY     - 1966     MONUMENTED       DMA
 CZ2220  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2220
 CZ2220                          STATION DESCRIPTION
 CZ2220
 CZ2220'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2220'T-8-S.  R-5-E.  IN SECTION 12 (UNSURVEYED)
 CZ2220'
 CZ2220'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2220'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2220'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2220'MARK IS STAMPED--AB 53 1966 ARMY MAP SERVICE.
 CZ2220'
 CZ2220'THE MARK IS LOCATED 170 FEET SOUTH OF EAST-WEST FENCE, 53 FEET
 CZ2220'SOUTHEAST OF THE CENTERLINE OF NORTHEAST-SOUTHWEST TRAIL.  243
 CZ2220'FEET EAST-NORTHEAST OF THE INTERSECTING CENTERLINES OF
 CZ2220'NORTHEAST-SOUTHWEST TRAIL AND NORTHWEST-SOUTHEAST TRAIL AND 137
 CZ2220'FEET NORTHWEST OF THE CENTERLINE OF NORTHEAST-SOUTHWEST TRAIL.
 CZ2220'
 CZ2220'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2220'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2220'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.9 MILES TO A
 CZ2220'T ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.25 MILE TO A ROAD
 CZ2220'LEFT.  TURN LEFT AND GO WEST FOR 0.7 MILE TO FENCE CORNER.  TURN
 CZ2220'LEFT STAYING ON WEST SIDE OF FENCE AND GO SOUTH FOR 0.25 MILE
 CZ2220'TO A FENCE CORNER WHERE THE ROAD TURNS SOUTHEAST.  CONTINUE FOR
 CZ2220'0.1 MILE TO TRAIL CROSSING.  TURN LEFT AND GO NORTHEAST FOR
 CZ2220'200 FEET TO STATION SITE.
 CZ2220
 CZ2220                          STATION RECOVERY (2008)
 CZ2220
 CZ2220'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2224 ***********************************************************************
 CZ2224  DESIGNATION -  AB 54
 CZ2224  PID         -  CZ2224
 CZ2224  STATE/COUNTY-  AZ/PINAL
 CZ2224  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2224
 CZ2224                         *CURRENT SURVEY CONTROL
 CZ2224  ___________________________________________________________________
 CZ2224* NAD 83(1992)-  32 44 00.53244(N)    111 47 33.75166(W)     ADJUSTED  
 CZ2224* NAVD 88     -       455.54   (+/-2cm)    1494.6    (feet)  VERTCON   
 CZ2224  ___________________________________________________________________
 CZ2224  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2224  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2224  HORZ ORDER  -  FIRST
 CZ2224  VERT ORDER  -  THIRD ? (See Below)
 CZ2224
 CZ2224.The horizontal coordinates were established by classical geodetic methods
 CZ2224.and adjusted by the National Geodetic Survey in August 1993.
 CZ2224
 CZ2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2224.The vertical order pertains to the NGVD 29 superseded value.
 CZ2224
 CZ2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2224
 CZ2224.The geoid height was determined by GEOID03.
 CZ2224
 CZ2224;                    North         East     Units Scale Factor Converg.
 CZ2224;SPC AZ C     -   192,203.806   224,977.807   MT  0.99990166   +0 04 01.3
 CZ2224;SPC AZ C     -   630,589.91    738,116.16   iFT  0.99990166   +0 04 01.3
 CZ2224;UTM  12      - 3,622,019.122   425,725.619   MT  0.99966802   -0 25 43.2
 CZ2224
 CZ2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2224!SPC AZ C     -   0.99993324  x   0.99990166  =   0.99983490
 CZ2224!UTM  12      -   0.99993324  x   0.99966802  =   0.99960128
 CZ2224
 CZ2224:                Primary Azimuth Mark                     Grid Az
 CZ2224:SPC AZ C     -  CHUI                                     011 33 07.4
 CZ2224:UTM  12      -  CHUI                                     012 02 51.9
 CZ2224
 CZ2224|---------------------------------------------------------------------|
 CZ2224| PID    Reference Object                     Distance      Geod. Az  |
 CZ2224|                                                           dddmmss.s |
 CZ2224| CZ2286 CHUI                                APPROX. 3.0 KM 0113708.7 |
 CZ2224| CH4721 AB 54 RM E                            8.841 METERS 08822     |
 CZ2224| CH4722 AB 54 RM S                            8.836 METERS 17824     |
 CZ2224|---------------------------------------------------------------------|
 CZ2224
 CZ2224                          SUPERSEDED SURVEY CONTROL
 CZ2224
 CZ2224  NAD 83(1986)-  32 44 00.52629(N)    111 47 33.75174(W) AD(       ) 1
 CZ2224  NAD 27      -  32 44 00.31677(N)    111 47 31.29180(W) AD(       ) 1
 CZ2224  NGVD 29 (07/19/86)  454.94   (m)         1492.6    (f) LEVELING    3  
 CZ2224
 CZ2224.Superseded values are not recommended for survey control.
 CZ2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2224.See file dsdata.txt to determine how the superseded data were derived.
 CZ2224
 CZ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2572622019(NAD 83)
 CZ2224_MARKER: DD = SURVEY DISK
 CZ2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2224+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2224
 CZ2224  HISTORY     - Date     Condition        Report By
 CZ2224  HISTORY     - 1966     MONUMENTED       DMA
 CZ2224  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2224
 CZ2224                          STATION DESCRIPTION
 CZ2224
 CZ2224'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2224'T-8-S.  R-5-E.  SECTION 13.  IN THE EAST CENTER PORTION OF LOT 8
 CZ2224'
 CZ2224'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2224'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2224'DIAMETER PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2224'MARK IS STAMPED--AB 54 1966 ARMY MAP SERVICE.
 CZ2224'
 CZ2224'THE STATION MARK IS LOCATED 50.0 FEET NORTHWEST OF SAGUARO
 CZ2224'CACTUS 25 FEET HIGH.  68 FEET EAST-NORTHEAST OF SAGUARO CACTUS
 CZ2224'25 FEET HIGH.  71 FEET SOUTHEAST OF SAGUARO CACTUS 30 FEET HIGH
 CZ2224'AND 13 FEET WEST OF NORTHWEST-SOUTHEAST TRAIL.
 CZ2224'
 CZ2224'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2224'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2224'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A
 CZ2224'ROAD SOUTHEAST.  AT THIS POINT THERE IS AN OLD ROAD THAT RUNS
 CZ2224'PARALLEL WITH AND ON THE EAST SIDE OF THE NEW CHUICHU ROAD.  GO
 CZ2224'SOUTHWEST ON THE OLD CHUICHU ROAD FOR 0.55 MILE TO A TRAIL
 CZ2224'LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH FOR 0.25 MILE TO
 CZ2224'STATION SITE.
 CZ2224
 CZ2224                          STATION RECOVERY (2008)
 CZ2224
 CZ2224'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2219 ***********************************************************************
 CZ2219  DESIGNATION -  AB 55
 CZ2219  PID         -  CZ2219
 CZ2219  STATE/COUNTY-  AZ/PINAL
 CZ2219  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2219
 CZ2219                         *CURRENT SURVEY CONTROL
 CZ2219  ___________________________________________________________________
 CZ2219* NAD 83(1992)-  32 43 08.77952(N)    111 47 30.90055(W)     ADJUSTED  
 CZ2219* NAVD 88     -       481.91   (+/-2cm)    1581.1    (feet)  VERTCON   
 CZ2219  ___________________________________________________________________
 CZ2219  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CZ2219  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2219  HORZ ORDER  -  FIRST
 CZ2219  VERT ORDER  -  THIRD ? (See Below)
 CZ2219
 CZ2219.The horizontal coordinates were established by classical geodetic methods
 CZ2219.and adjusted by the National Geodetic Survey in August 1993.
 CZ2219
 CZ2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2219.The vertical order pertains to the NGVD 29 superseded value.
 CZ2219
 CZ2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2219
 CZ2219.The geoid height was determined by GEOID03.
 CZ2219
 CZ2219;                    North         East     Units Scale Factor Converg.
 CZ2219;SPC AZ C     -   190,609.779   225,053.910   MT  0.99990169   +0 04 02.7
 CZ2219;SPC AZ C     -   625,360.17    738,365.85   iFT  0.99990169   +0 04 02.7
 CZ2219;UTM  12      - 3,620,424.869   425,787.917   MT  0.99966791   -0 25 41.0
 CZ2219
 CZ2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2219!SPC AZ C     -   0.99992910  x   0.99990169  =   0.99983079
 CZ2219!UTM  12      -   0.99992910  x   0.99966791  =   0.99959703
 CZ2219
 CZ2219|---------------------------------------------------------------------|
 CZ2219| PID    Reference Object                     Distance      Geod. Az  |
 CZ2219|                                                           dddmmss.s |
 CZ2219| CH4723 AB 55 RM E                            8.828 METERS 08846     |
 CZ2219| CZ2213 AC 55                               APPROX. 1.6 KM 0893509.8 |
 CZ2219| CH4724 AB 55 RM S                            8.828 METERS 17843     |
 CZ2219| CZ2223 STA 1 OF A9                         492.036 METERS 3551903.9 |
 CZ2219|---------------------------------------------------------------------|
 CZ2219
 CZ2219                          SUPERSEDED SURVEY CONTROL
 CZ2219
 CZ2219  NAD 83(1986)-  32 43 08.77338(N)    111 47 30.90050(W) AD(       ) 1
 CZ2219  NAD 27      -  32 43 08.56218(N)    111 47 28.44200(W) AD(       ) 1
 CZ2219  NGVD 29 (07/19/86)  481.31   (m)         1579.1    (f) LEVELING    3  
 CZ2219
 CZ2219.Superseded values are not recommended for survey control.
 CZ2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2219.See file dsdata.txt to determine how the superseded data were derived.
 CZ2219
 CZ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2578820425(NAD 83)
 CZ2219_MARKER: DD = SURVEY DISK
 CZ2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2219+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2219
 CZ2219  HISTORY     - Date     Condition        Report By
 CZ2219  HISTORY     - 1966     MONUMENTED       DMA
 CZ2219  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2219
 CZ2219                          STATION DESCRIPTION
 CZ2219
 CZ2219'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2219'T-8-S.  R-5-E.  IN SECTION 24 LOT 8.
 CZ2219'
 CZ2219'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2219'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2219'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2219'MARK IS STAMPED--AB 55 1966 ARMY MAP SERVICE.
 CZ2219'
 CZ2219'THE STATION MARK IS LOCATED 52 FEET NORTH OF A 20 FEET SAGUARO.  36
 CZ2219'FEET SOUTH-SOUTHEAST OF A 20 FEET SAGUARO.  60 FEET WEST OF A
 CZ2219'30 FEET SAGUARO.
 CZ2219'
 CZ2219'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2219'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2219'ARIZONA, GO SOUTHWEST ON CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2219'SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD
 CZ2219'FORK.  TAKE RIGHT FORK AND GO SOUTH FOR 1.0 MILE TO CROSSROAD.
 CZ2219'TURN RIGHT AND GO WEST FOR 0.15 MILE TO A TRAIL FORK.  TAKE LEFT
 CZ2219'FORK AND GO WEST 0.25 MILE TO NORTH-SOUTH TRAIL.  TURN RIGHT
 CZ2219'AND GO NORTH FOR 0.15 MILE TO A TRAIL WEST-SOUTHWEST.  TURN
 CZ2219'LEFT AND GO WEST-SOUTHWEST FOR 0.2 MILE TO THE STATION
 CZ2219'SITE.
 CZ2219
 CZ2219                          STATION RECOVERY (2008)
 CZ2219
 CZ2219'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2222 ***********************************************************************
 CZ2222  DESIGNATION -  AB 56
 CZ2222  PID         -  CZ2222
 CZ2222  STATE/COUNTY-  AZ/PINAL
 CZ2222  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2222
 CZ2222                         *CURRENT SURVEY CONTROL
 CZ2222  ___________________________________________________________________
 CZ2222* NAD 83(1992)-  32 42 16.35014(N)    111 47 32.29865(W)     ADJUSTED  
 CZ2222* NAVD 88     -       465.91   (+/-2cm)    1528.6    (feet)  VERTCON   
 CZ2222  ___________________________________________________________________
 CZ2222  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 CZ2222  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2222  HORZ ORDER  -  FIRST
 CZ2222  VERT ORDER  -  THIRD ? (See Below)
 CZ2222
 CZ2222.The horizontal coordinates were established by classical geodetic methods
 CZ2222.and adjusted by the National Geodetic Survey in August 1993.
 CZ2222
 CZ2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2222.The vertical order pertains to the NGVD 29 superseded value.
 CZ2222
 CZ2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2222
 CZ2222.The geoid height was determined by GEOID03.
 CZ2222
 CZ2222;                    North         East     Units Scale Factor Converg.
 CZ2222;SPC AZ C     -   188,994.789   225,019.400   MT  0.99990168   +0 04 01.9
 CZ2222;SPC AZ C     -   620,061.64    738,252.62   iFT  0.99990168   +0 04 01.9
 CZ2222;UTM  12      - 3,618,810.616   425,739.456   MT  0.99966800   -0 25 41.2
 CZ2222
 CZ2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2222!SPC AZ C     -   0.99993161  x   0.99990168  =   0.99983330
 CZ2222!UTM  12      -   0.99993161  x   0.99966800  =   0.99959963
 CZ2222
 CZ2222|---------------------------------------------------------------------|
 CZ2222| PID    Reference Object                     Distance      Geod. Az  |
 CZ2222|                                                           dddmmss.s |
 CZ2222| CH4725 AB 56 RM E                            8.841 METERS 08917     |
 CZ2222| CH4726 AB 56 RM S                            8.839 METERS 17918     |
 CZ2222| CZ2226 AA 58X                              APPROX. 3.3 KM 2051819.2 |
 CZ2222|---------------------------------------------------------------------|
 CZ2222
 CZ2222                          SUPERSEDED SURVEY CONTROL
 CZ2222
 CZ2222  NAD 83(1986)-  32 42 16.34399(N)    111 47 32.29847(W) AD(       ) 1
 CZ2222  NAD 27      -  32 42 16.13101(N)    111 47 29.84155(W) AD(       ) 1
 CZ2222  NGVD 29 (07/19/86)  465.32   (m)         1526.6    (f) LEVELING    3  
 CZ2222
 CZ2222.Superseded values are not recommended for survey control.
 CZ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2222.See file dsdata.txt to determine how the superseded data were derived.
 CZ2222
 CZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2573918811(NAD 83)
 CZ2222_MARKER: DD = SURVEY DISK
 CZ2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2222
 CZ2222  HISTORY     - Date     Condition        Report By
 CZ2222  HISTORY     - 1966     MONUMENTED       DMA
 CZ2222
 CZ2222                          STATION DESCRIPTION
 CZ2222
 CZ2222'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2222'T-8-S.  R-5-E.  IN LOT 8 OF SECTION 25
 CZ2222'
 CZ2222'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2222'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2222'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2222'IS STAMPED--AB 56 1966 ARMY MAP SERVICE.
 CZ2222'
 CZ2222'THE MARK IS LOCATED 39 FEET WEST OF THE CENTERLINE OF
 CZ2222'NORTH-SOUTH TRAIL AND 49 FEET EAST OF THE CENTERLINE OF SMALL DRAIN.
 CZ2222'
 CZ2222'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2222'AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2222'SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD LEFT.  TURN
 CZ2222'LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD FORK.  TAKE
 CZ2222'RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD FORK.  TAKE
 CZ2222'RIGHT FORK AND GO WEST-SOUTHWEST FOR 0.4 MILE TO A STEEL CABLE
 CZ2222'BARRICADE.  TURN LEFT LEAVING ROAD TO GO AROUND BARRICADE, TURN
 CZ2222'BACK TO WEST-SOUTHWEST DIRECTION AND CONTINUE FOR 0.25 MILE TO
 CZ2222'A TRAIL LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO STATION
 CZ2222'SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2221 ***********************************************************************
 CZ2221  DESIGNATION -  AB 57
 CZ2221  PID         -  CZ2221
 CZ2221  STATE/COUNTY-  AZ/PINAL
 CZ2221  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2221
 CZ2221                         *CURRENT SURVEY CONTROL
 CZ2221  ___________________________________________________________________
 CZ2221* NAD 83(1992)-  32 41 24.16713(N)    111 47 32.07345(W)     ADJUSTED  
 CZ2221* NAVD 88     -       455.77   (+/-2cm)    1495.3    (feet)  VERTCON   
 CZ2221  ___________________________________________________________________
 CZ2221  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2221  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2221  HORZ ORDER  -  FIRST
 CZ2221  VERT ORDER  -  THIRD ? (See Below)
 CZ2221
 CZ2221.The horizontal coordinates were established by classical geodetic methods
 CZ2221.and adjusted by the National Geodetic Survey in August 1993.
 CZ2221
 CZ2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2221.The vertical order pertains to the NGVD 29 superseded value.
 CZ2221
 CZ2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2221
 CZ2221.The geoid height was determined by GEOID03.
 CZ2221
 CZ2221;                    North         East     Units Scale Factor Converg.
 CZ2221;SPC AZ C     -   187,387.442   225,027.150   MT  0.99990168   +0 04 01.9
 CZ2221;SPC AZ C     -   614,788.20    738,278.05   iFT  0.99990168   +0 04 01.9
 CZ2221;UTM  12      - 3,617,203.637   425,733.315   MT  0.99966801   -0 25 40.5
 CZ2221
 CZ2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2221!SPC AZ C     -   0.99993320  x   0.99990168  =   0.99983489
 CZ2221!UTM  12      -   0.99993320  x   0.99966801  =   0.99960123
 CZ2221
 CZ2221|---------------------------------------------------------------------|
 CZ2221| PID    Reference Object                     Distance      Geod. Az  |
 CZ2221|                                                           dddmmss.s |
 CZ2221| CH4727 AB 57 RM E                            8.840 METERS 08857     |
 CZ2221| CH4728 AB 57 RM S                            8.837 METERS 17902     |
 CZ2221| CZ2226 AA 58X                              APPROX. 2.0 KM 2254600.8 |
 CZ2221|---------------------------------------------------------------------|
 CZ2221
 CZ2221                          SUPERSEDED SURVEY CONTROL
 CZ2221
 CZ2221  NAD 83(1986)-  32 41 24.16098(N)    111 47 32.07313(W) AD(       ) 1
 CZ2221  NAD 27      -  32 41 23.94618(N)    111 47 29.61754(W) AD(       ) 1
 CZ2221  NGVD 29 (07/19/86)  455.18   (m)         1493.4    (f) LEVELING    3  
 CZ2221
 CZ2221.Superseded values are not recommended for survey control.
 CZ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2221.See file dsdata.txt to determine how the superseded data were derived.
 CZ2221
 CZ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2573317204(NAD 83)
 CZ2221_MARKER: DD = SURVEY DISK
 CZ2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2221
 CZ2221  HISTORY     - Date     Condition        Report By
 CZ2221  HISTORY     - 1966     MONUMENTED       DMA
 CZ2221
 CZ2221                          STATION DESCRIPTION
 CZ2221
 CZ2221'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2221'T-8-S.  R-5-E.  IN LOT 9 OF SECTION 36
 CZ2221'
 CZ2221'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2221'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2221'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2221'MARK IS STAMPED--AB 57 1966 ARMY MAP SERVICE.
 CZ2221'
 CZ2221'THE MARK IS LOCATED 137 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CZ2221'OF NORTH-NORTHEAST-SOUTH-SOUTHWEST ROAD.  158 SOUTH OF THE
 CZ2221'INTERSECTING CENTERLINES OF NORTH NORTHEAST-SOUTH SOUTHWEST ROAD
 CZ2221'AND TRAIL SOUTH.
 CZ2221'
 CZ2221'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2221'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2221'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO
 CZ2221'A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A
 CZ2221'ROAD FORK.  TAKE RIGHT FORK AND GO SOUTH FOR 1.6 MILES TO A ROAD
 CZ2221'FORK.  TAKE LEFT FORK AND GO SOUTH AND SOUTHWEST FOR 1.5 MILES
 CZ2221'TO THE SOUTHEAST SIDE OF BUTTE.  TURN LEFT AND GO EAST FOR 100
 CZ2221'FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2225 ***********************************************************************
 CZ2225  DESIGNATION -  AB 58
 CZ2225  PID         -  CZ2225
 CZ2225  STATE/COUNTY-  AZ/PINAL
 CZ2225  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2225
 CZ2225                         *CURRENT SURVEY CONTROL
 CZ2225  ___________________________________________________________________
 CZ2225* NAD 83(1992)-  32 40 32.27740(N)    111 47 34.42452(W)     ADJUSTED  
 CZ2225* NAVD 88     -       458.90   (+/-2cm)    1505.6    (feet)  VERTCON   
 CZ2225  ___________________________________________________________________
 CZ2225  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CZ2225  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2225  HORZ ORDER  -  FIRST
 CZ2225  VERT ORDER  -  THIRD ? (See Below)
 CZ2225
 CZ2225.The horizontal coordinates were established by classical geodetic methods
 CZ2225.and adjusted by the National Geodetic Survey in August 1993.
 CZ2225
 CZ2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2225.The vertical order pertains to the NGVD 29 superseded value.
 CZ2225
 CZ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2225
 CZ2225.The geoid height was determined by GEOID03.
 CZ2225
 CZ2225;                    North         East     Units Scale Factor Converg.
 CZ2225;SPC AZ C     -   185,789.054   224,967.776   MT  0.99990166   +0 04 00.6
 CZ2225;SPC AZ C     -   609,544.14    738,083.25   iFT  0.99990166   +0 04 00.6
 CZ2225;UTM  12      - 3,615,606.194   425,660.151   MT  0.99966814   -0 25 41.1
 CZ2225
 CZ2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2225!SPC AZ C     -   0.99993271  x   0.99990166  =   0.99983438
 CZ2225!UTM  12      -   0.99993271  x   0.99966814  =   0.99960087
 CZ2225
 CZ2225|---------------------------------------------------------------------|
 CZ2225| PID    Reference Object                     Distance      Geod. Az  |
 CZ2225|                                                           dddmmss.s |
 CZ2225| CH4729 AB 58 RM E                            8.839 METERS 08933     |
 CZ2225| CH4730 AB 58 RM S                            8.825 METERS 17930     |
 CZ2225| CZ2226 AA 58X                              APPROX. 1.4 KM 2790406.8 |
 CZ2225|---------------------------------------------------------------------|
 CZ2225
 CZ2225                          SUPERSEDED SURVEY CONTROL
 CZ2225
 CZ2225  NAD 83(1986)-  32 40 32.27123(N)    111 47 34.42405(W) AD(       ) 1
 CZ2225  NAD 27      -  32 40 32.05480(N)    111 47 31.96998(W) AD(       ) 1
 CZ2225  NGVD 29 (07/19/86)  458.32   (m)         1503.7    (f) LEVELING    3  
 CZ2225
 CZ2225.Superseded values are not recommended for survey control.
 CZ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2225.See file dsdata.txt to determine how the superseded data were derived.
 CZ2225
 CZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2566015606(NAD 83)
 CZ2225_MARKER: DD = SURVEY DISK
 CZ2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2225+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2225
 CZ2225  HISTORY     - Date     Condition        Report By
 CZ2225  HISTORY     - 1966     MONUMENTED       DMA
 CZ2225  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2225  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2225
 CZ2225                          STATION DESCRIPTION
 CZ2225
 CZ2225'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2225'T-9-S.  R-5-E.  IN SECTION 1 ABOUT 0.35 MILE SOUTH OF THE
 CZ2225'NORTHEAST CORNER.
 CZ2225'
 CZ2225'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2225'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2225'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2225'MARK IS STAMPED--AB 58 1966 ARMY MAP SERVICE.
 CZ2225'
 CZ2225'THE STATION MARK IS LOCATED 80 FEET WEST OF THE NORTH-SOUTH
 CZ2225'SECTION LINE.  ABOUT 760 FEET NORTH OF THE 1/4 SECTION CORNER.
 CZ2225'
 CZ2225'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2225'RESERVATION AND THE CHUICHU ROAD GO SOUTHWEST ON THE CHUICHU ROAD
 CZ2225'FOR 2.3 MILES TO A ROAD SOUTHEAST, TURN LEFT AND GO SOUTHEAST
 CZ2225'FOR 0.9 MILE TO A ROAD FORK.  TAKE RIGHT FORK AND GO SOUTH
 CZ2225'(PASSING THRU THE TOWN OF SHOPISHK) FOR 1.6 MILE TO A ROAD FORK,
 CZ2225'TAKE THE LEFT FORK AND CONTINUE SOUTH AND SOUTHWEST FOR 1.5 MILE
 CZ2225'TO THE SOUTHEAST SIDE OF A BUTTE, TURN LEFT AND FOLLOW TRACKS
 CZ2225'SOUTH CROSS COUNTRY FOR 0.75 MILE TO A FENCE CORNER, CONTINUE
 CZ2225'SOUTH ALONG WEST SIDE OF FENCE FOR 0.35 MILE TO THE STATION
 CZ2225'SITE.
 CZ2225
 CZ2225                          STATION RECOVERY (2008)
 CZ2225
 CZ2225'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2225'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ2225''40.516 W111 45.684'. AN UPDATE TO THE TO-REACH FOLLOWS. FROM THE
 CZ2225'SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND GIN ROAD 9.11 MILES
 CZ2225'TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON HARMON ROAD ABOUT
 CZ2225'6.00 MILES TO A GATE AND A T-JUNCTION. TURN SOUTH AND GO .63 MILES TO
 CZ2225'A ROAD RIGHT.
 CZ2225'TURN EAST AND TRAVEL ABOUT 1 MILE WEST TO A T-JUNCTION. TURN NORTH,
 CZ2225'AND TRAVEL 0.90 MILES NORTH TO THE STATION SITE, AND THE MARK ON THE
 CZ2225'LEFT.
 CZ2225
 CZ2225                          STATION RECOVERY (2008)
 CZ2225
 CZ2225'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2225'THE HH2 CO-ORDINATES ARE INCORRECT, AND SHOULD BE DISREGARDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0897 ***********************************************************************
 ET0897  DESIGNATION -  ABRA
 ET0897  PID         -  ET0897
 ET0897  STATE/COUNTY-  AZ/YAVAPAI
 ET0897  USGS QUAD   -  PAULDEN (1979)
 ET0897
 ET0897                         *CURRENT SURVEY CONTROL
 ET0897  ___________________________________________________________________
 ET0897* NAD 83(1992)-  34 56 39.19338(N)    112 26 00.12401(W)     ADJUSTED  
 ET0897* NAVD 88     -      1513.7    (meters)    4966.     (feet)  VERTCON   
 ET0897  ___________________________________________________________________
 ET0897  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 ET0897  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 ET0897  HORZ ORDER  -  SECOND
 ET0897
 ET0897.The horizontal coordinates were established by classical geodetic methods
 ET0897.and adjusted by the National Geodetic Survey in August 1993.
 ET0897
 ET0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0897
 ET0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0897
 ET0897.The geoid height was determined by GEOID03.
 ET0897
 ET0897;                    North         East     Units Scale Factor Converg.
 ET0897;SPC AZ C     -   437,508.536   166,163.812   MT  0.99992744   -0 17 45.5
 ET0897;SPC AZ C     - 1,435,395.46    545,156.86   iFT  0.99992744   -0 17 45.5
 ET0897;UTM  12      - 3,867,795.240   369,109.385   MT  0.99981115   -0 49 16.0
 ET0897
 ET0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0897!SPC AZ C     -   0.99976648  x   0.99992744  =   0.99969394
 ET0897!UTM  12      -   0.99976648  x   0.99981115  =   0.99957767
 ET0897
 ET0897:                Primary Azimuth Mark                     Grid Az
 ET0897:SPC AZ C     -  ROCK                                     011 51 40.9
 ET0897:UTM  12      -  ROCK                                     012 23 11.4
 ET0897
 ET0897|---------------------------------------------------------------------|
 ET0897| PID    Reference Object                     Distance      Geod. Az  |
 ET0897|                                                           dddmmss.s |
 ET0897| FR0874 ROCK                                APPROX. 8.6 KM 0113355.4 |
 ET0897| CH2175 ABRA RM 1                             8.512 METERS 20900     |
 ET0897| CH2176 ABRA RM 2                            10.530 METERS 28853     |
 ET0897|---------------------------------------------------------------------|
 ET0897
 ET0897                          SUPERSEDED SURVEY CONTROL
 ET0897
 ET0897  NAD 83(1986)-  34 56 39.19161(N)    112 26 00.12139(W) AD(       ) 2
 ET0897  NAD 27      -  34 56 39.12307(N)    112 25 57.50991(W) AD(       ) 2
 ET0897  NGVD 29 (07/19/86) 1512.9    (m)         4964.     (f) VERT ANG    3  
 ET0897
 ET0897.Superseded values are not recommended for survey control.
 ET0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0897.See file dsdata.txt to determine how the superseded data were derived.
 ET0897
 ET0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6910967795(NAD 83)
 ET0897_MARKER: DD = SURVEY DISK
 ET0897_SETTING: 66 = SET IN ROCK OUTCROP
 ET0897
 ET0897  HISTORY     - Date     Condition        Report By
 ET0897  HISTORY     - 1974     MONUMENTED       USGS
 ET0897  HISTORY     - 1980     GOOD             AZDT
 ET0897
 ET0897                          STATION DESCRIPTION
 ET0897
 ET0897'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0897'RM 1 TO RM 2 NOT MEASURED.
 ET0897'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 ET0897'
 ET0897'LOCATED ABOUT 27 MI N. OF PRESCOTT.  ABOUT 19 MI S. OF ASHFORK.
 ET0897'ABOUT 4.5 MI NE. OF PAULDEN.  W. OF U.S. HWY. 89 AND ABOUT 1/4 MI
 ET0897'NW. OF A LARGE CINDER PIT ALONGSIDE THE HWY..  ON THE EASTERN END
 ET0897'OF A PROMINENT RIDGE.
 ET0897'
 ET0897'TO REACH FROM THE POST OFFICE AT PAULDEN PROCEED N. ALONG U.S.
 ET0897'HWY. 89 FOR 4.5 MI TO T-RD. W. AND PROMINENT CINDER PIT.  TURN LEFT
 ET0897'AND PROCEED ACROSS COUNTRY ALONG THE SOUTHERN EDGE AND THE WESTERN
 ET0897'EDGE OF THE PIT TO PROMINENT SADDLE (ABOUT 0.5 MI OF 4-WHEEL DRIVE
 ET0897'AND END OF TRUCK TRAVEL).  PACK W. TO EAST EDGE OF RIDGE AND
 ET0897'STATION.
 ET0897'
 ET0897'STATION MARK--A STANDARD ALUMINUM USGS TABLET STAMPED ABRA 1974
 ET0897'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 ET0897'
 ET0897'RM NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED ABRA
 ET0897'NO 1 1974 CEMENTED IN DRILL HOLE IN A LARGE BOULDER.
 ET0897'
 ET0897'RM NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED ABRA
 ET0897'NO 2 1974 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 ET0897
 ET0897                          STATION RECOVERY (1980)
 ET0897
 ET0897'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0897'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ET0897'A NEW ROUTE TO THE STATION FOLLOWS.
 ET0897'
 ET0897'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN,  TRAVEL NORTH ON
 ET0897'US HIGHWAY 89 FOR 4.5 MILES TO MILE POST 341.5 AND A GATE ON THE LEFT.
 ET0897'TURN LEFT AND TRAVEL WEST FOR 0.2 MILE TO A FENCE CORNER PAST THE
 ET0897'CINDER PIT.  TURN RIGHT AND TRAVEL NORTH ALONG DIM TRACKS FOR 0.2 MILE
 ET0897'TO A SADDLE.  PACK WEST ALONG RIDGE TO STATION.  A 5 MIN PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5946 ***********************************************************************
 DG5946  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5946  DESIGNATION -  ABYSS
 DG5946  PID         -  DG5946
 DG5946  STATE/COUNTY-  AZ/COCONINO
 DG5946  USGS QUAD   -  GRAND CANYON (1988)
 DG5946
 DG5946                         *CURRENT SURVEY CONTROL
 DG5946  ___________________________________________________________________
 DG5946* NAD 83(2007)-  36 03 31.28879(N)    112 11 00.97960(W)     ADJUSTED  
 DG5946* NAVD 88     -      2077.60   (meters)    6816.3    (feet)  GPS OBS   
 DG5946  ___________________________________________________________________
 DG5946  EPOCH DATE  -        2007.00
 DG5946  X           -  -1,949,737.130 (meters)                     COMP
 DG5946  Y           -  -4,781,595.563 (meters)                     COMP
 DG5946  Z           -   3,734,667.638 (meters)                     COMP
 DG5946  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DG5946  ELLIP HEIGHT-        2054.508 (meters)          (02/10/07) ADJUSTED
 DG5946  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DG5946
 DG5946  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5946  Type    PID    Designation                      North   East  Ellip
 DG5946  -------------------------------------------------------------------
 DG5946  NETWORK DG5946 ABYSS                             0.20   0.16   0.47
 DG5946  -------------------------------------------------------------------
 DG5946
 DG5946.The horizontal coordinates were established by GPS observations
 DG5946.and adjusted by the National Geodetic Survey in February 2007.
 DG5946
 DG5946.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5946.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5946.The horizontal coordinates are valid at the epoch date displayed above.
 DG5946.The epoch date for horizontal control is a decimal equivalence
 DG5946.of Year/Month/Day.
 DG5946
 DG5946.The orthometric height was determined by GPS observations and a
 DG5946.high-resolution geoid model.
 DG5946.The orthometric height was determined by GPS observations and a
 DG5946.high-resolution geoid model using precise GPS observation and
 DG5946.processing techniques.
 DG5946
 DG5946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5946
 DG5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5946
 DG5946.The ellipsoidal height was determined by GPS observations
 DG5946.and is referenced to NAD 83.
 DG5946
 DG5946.The geoid height was determined by GEOID03.
 DG5946
 DG5946;                    North         East     Units Scale Factor Converg.
 DG5946;SPC AZ C     -   561,057.576   189,312.040   MT  0.99990712   -0 09 25.6
 DG5946;SPC AZ C     - 1,840,740.08    621,102.49   iFT  0.99990712   -0 09 25.6
 DG5946;UTM  12      - 3,991,106.358   393,401.205   MT  0.99974001   -0 41 48.3
 DG5946
 DG5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5946!SPC AZ C     -   0.99967765  x   0.99990712  =   0.99958480
 DG5946!UTM  12      -   0.99967765  x   0.99974001  =   0.99941775
 DG5946
 DG5946                          SUPERSEDED SURVEY CONTROL
 DG5946
 DG5946  NAD 83(1992)-  36 03 31.28888(N)    112 11 00.97926(W) AD(       ) A
 DG5946  ELLIP H (06/28/04) 2054.507  (m)                       GP(       ) 3 2
 DG5946
 DG5946.Superseded values are not recommended for survey control.
 DG5946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5946.See file dsdata.txt to determine how the superseded data were derived.
 DG5946
 DG5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9340191106(NAD 83)
 DG5946_MARKER: Z = SEE DESCRIPTION
 DG5946_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DG5946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5946+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5946
 DG5946  HISTORY     - Date     Condition        Report By
 DG5946  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5946  HISTORY     - 20050401 GOOD             GRANCN
 DG5946
 DG5946                          STATION DESCRIPTION
 DG5946
 DG5946'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5946'28.5 MILES NORTH OF THE INTERSECTION OF HIGHWAYS 180 AND 64 IN VALLE,
 DG5946'AZ, GO  STRAIGHT THROUGH INTERSECTION AND PROCEED PAST MATHER POINT ON
 DG5946'GRAND CANYON VILLAGE ROAD
 DG5946' 
 DG5946'MILEAGES ARE REFERENCED FROM INTERSECTION OF HWY 64, EAST RIM DRIVE
 DG5946'(HWY 64 EAST), AND GRAND CANYON VILLAGE ROAD, 0.6 MILES SOUTH OF
 DG5946'MATHER  POINT.
 DG5946' 
 DG5946'PASS PARK HEADQUARTERS AT 1.8 MILES - PROCEED STRAIGHT ON GRAND CANYON
 DG5946'VILLAGE ROAD, PASS TRAIN DEPOT AND THE EL TOVAR HOTEL AT 2.8 MILES-
 DG5946'PROCEED  STRAIGHT (WESTERLY) ON GRAND CANYON VILLAGE ROAD, AT 3.2
 DG5946'MILES TURN  RIGHT AT HERMITS REST ROAD. FOLLOW HERMIT'S REST ROAD (OR
 DG5946'WEST RIM  DRIVE) FOR 4.8 MILES (8.0 MILES FROM HWY 64 INTERSECTION) TO
 DG5946'A VEHICLE  PULLOUT ON THE RIGHT WITH MORTARED BARRIERS. AT 8.1 MILES
 DG5946'THERE IS A DIRT  DRIVE WITH A LOCKED GATE ON THE LEFT (SOUTH) SIDE OF
 DG5946'HERMITS REST ROAD.  PROCEED DOWN THE DRIVE, PAST THE GATE FOR 240
 DG5946'PACES TO A 10 FOOT  SQUARE SHED AND ARIZONA PUBLIC SERVICE UTILITY
 DG5946'POLE WITH METER NUMBER 348079
 DG5946' 
 DG5946'CURRENTLY THERE IS NO STATION DISK AT THIS STATION.  THE STATION IS
 DG5946'THE  FIXED MOUNT FOR A GPS ANTENNA. THE ANTENNA IS FIXED ATOP SAID
 DG5946'UTILITY POLE,  18 FEET OF THE GROUND AND 1 FOOT FROM THE TOP OF THE
 DG5946'WOODEN UTILITY POLE
 DG5946' 
 DG5946'ANTENNA CABLE ATTACHED TO ANTENNA AND RUN THROUGH CONDUIT INTO SHED.
 DG5946' 
 DG5946'THE SHED HAS A 100 AMP CIRCUIT BREAKER SERVICE (110 VOLT) WITH AMPLE
 DG5946'POWER OUTLETS. THERE IS ALSO A WORKING PHONE, PHONE MODEM, PHONE
 DG5946'ANSWERING MACHINE AND FIRE EXTINGUISHER INSIDE THE SHED. THERE IS
 DG5946'ALSO,  STORED INSIDE THE SHED, A TRACE INVERTER/ CHARGER SERIAL NUMBER
 DG5946'07723 AND 12  VOLT DEEP CYCLE BATTERY.
 DG5946' 
 DG5946'ACCESS TO HERMITS REST ROAD AND THE EQUIPMENT SHED SHOULD BE  ARRANGED
 DG5946'BY CALLING GRAND CANYON MONITORING AND RESEARCH CENTER  (GCMRC) SURVEY
 DG5946'DEPARTMENT AT 928-556-7459.
 DG5946
 DG5946                          STATION RECOVERY (2005)
 DG5946
 DG5946'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0991 ***********************************************************************
 CZ0991  DESIGNATION -  AC 43
 CZ0991  PID         -  CZ0991
 CZ0991  STATE/COUNTY-  AZ/PINAL
 CZ0991  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0991
 CZ0991                         *CURRENT SURVEY CONTROL
 CZ0991  ___________________________________________________________________
 CZ0991* NAD 83(1992)-  32 53 33.77778(N)    111 46 26.93385(W)     ADJUSTED  
 CZ0991* NAVD 88     -       420.51   (+/-2cm)    1379.6    (feet)  VERTCON   
 CZ0991  ___________________________________________________________________
 CZ0991  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CZ0991  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ0991  HORZ ORDER  -  FIRST
 CZ0991  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0991
 CZ0991.The horizontal coordinates were established by classical geodetic methods
 CZ0991.and adjusted by the National Geodetic Survey in August 1993.
 CZ0991
 CZ0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0991.The vertical order pertains to the NGVD 29 superseded value.
 CZ0991
 CZ0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0991
 CZ0991.The geoid height was determined by GEOID03.
 CZ0991
 CZ0991;                    North         East     Units Scale Factor Converg.
 CZ0991;SPC AZ C     -   209,863.572   226,693.568   MT  0.99990219   +0 04 38.6
 CZ0991;SPC AZ C     -   688,528.78    743,745.30   iFT  0.99990219   +0 04 38.6
 CZ0991;UTM  12      - 3,639,659.191   427,593.986   MT  0.99966464   -0 25 13.6
 CZ0991
 CZ0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0991!SPC AZ C     -   0.99993872  x   0.99990219  =   0.99984091
 CZ0991!UTM  12      -   0.99993872  x   0.99966464  =   0.99960338
 CZ0991
 CZ0991|---------------------------------------------------------------------|
 CZ0991| PID    Reference Object                     Distance      Geod. Az  |
 CZ0991|                                                           dddmmss.s |
 CZ0991| CH4731 AC 43 RM E                            8.831 METERS 08846     |
 CZ0991| CZ2047 CASA GRANDE 2                       APPROX. 9.9 KM 1444431.0 |
 CZ0991| CH4732 AC 43 RM S                            8.831 METERS 17844     |
 CZ0991|---------------------------------------------------------------------|
 CZ0991
 CZ0991                          SUPERSEDED SURVEY CONTROL
 CZ0991
 CZ0991  NAD 83(1986)-  32 53 33.77178(N)    111 46 26.93527(W) AD(       ) 1
 CZ0991  NAD 27      -  32 53 33.57718(N)    111 46 24.46291(W) AD(       ) 1
 CZ0991  NGVD 29 (??/??/92)  419.897  (m)         1377.61   (f) ADJ UNCH    1 2
 CZ0991
 CZ0991.Superseded values are not recommended for survey control.
 CZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0991.See file dsdata.txt to determine how the superseded data were derived.
 CZ0991
 CZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2759439659(NAD 83)
 CZ0991_MARKER: DD = SURVEY DISK
 CZ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0991_STAMPING: AC 43 1967
 CZ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0991+STABILITY: SURFACE MOTION
 CZ0991
 CZ0991  HISTORY     - Date     Condition        Report By
 CZ0991  HISTORY     - 1967     MONUMENTED       DMA
 CZ0991  HISTORY     - 1967     GOOD             NGS
 CZ0991  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0991  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0991  HISTORY     - 20061106 MARK NOT FOUND   GEOCAC
 CZ0991  HISTORY     - 20070827 MARK NOT FOUND   GEOCAC
 CZ0991
 CZ0991                          STATION DESCRIPTION
 CZ0991
 CZ0991'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ0991'T-6-S.  R-6-E.  IN SECTION 19 NEAR THE NORTHWEST CORNER.
 CZ0991'
 CZ0991'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ0991'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ0991'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ0991'MARK IS STAMPED--AC 43 1967 ARMY MAP SERVICE.
 CZ0991'
 CZ0991'THE STATION MARK IS LOCATED 450 FEET SOUTH OF THE CENTERLINE
 CZ0991'OF THE EAST-WEST ROAD.  43 FEET EAST OF THE NORTH-SOUTH FENCE.  46
 CZ0991'FEET EAST OF THE NORTH-SOUTH POWERLINE.  74 FEET EAST OF THE
 CZ0991'CENTERLINE OF NORTH-SOUTH ROAD.
 CZ0991'
 CZ0991'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ0991'GRANDE, ARIZONA GO NORTH ON 93 (PINAL AVE.) 1.0 MILE TO A
 CZ0991'CROSSROAD.  TURN LEFT AND GO WEST 1.0 MILE TO A CROSSROAD
 CZ0991'(THRONTON ROAD) AND THE STATION SITE.
 CZ0991
 CZ0991                          STATION RECOVERY (1967)
 CZ0991
 CZ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ0991'1.8 MI NW FROM CASA GRANDE.
 CZ0991'ABOUT 1.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0991'THE STATION AT CASA GRANDE, THENCE 0.35 MILE NORTH ALONG A PAVED ROAD,
 CZ0991'IN S 19, T 6 S, R 6 E, 0.1 MILE SOUTH OF THE INTERSECTION OF THE PAVED
 CZ0991'ROAD AND A ROAD, 74 FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET
 CZ0991'EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CZ0991'CONCRETE POST PROJECTING 3 INCHES.
 CZ0991
 CZ0991                          STATION RECOVERY (1980)
 CZ0991
 CZ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0991'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED IS
 CZ0991'NOW A PLOWED FIELD.
 CZ0991
 CZ0991                          STATION RECOVERY (1980)
 CZ0991
 CZ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0991'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED IS
 CZ0991'NOW A PLOWED FIELD.
 CZ0991
 CZ0991                          STATION RECOVERY (2006)
 CZ0991
 CZ0991'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0991'MARK NOT RECOVERED. THE DESCRIBED LOCATION IS A CULTIVATED FIELD.
 CZ0991
 CZ0991                          STATION RECOVERY (2007)
 CZ0991
 CZ0991'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0991'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ0991'MARK. THE DESCRIBED LOCATION IS STILL A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2272 ***********************************************************************
 CZ2272  DESIGNATION -  AC 43X
 CZ2272  PID         -  CZ2272
 CZ2272  STATE/COUNTY-  AZ/PINAL
 CZ2272  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2272
 CZ2272                         *CURRENT SURVEY CONTROL
 CZ2272  ___________________________________________________________________
 CZ2272* NAD 83(1992)-  32 54 03.13633(N)    111 46 19.74424(W)     ADJUSTED  
 CZ2272* NAVD 88     -       473.0    (meters)    1552.     (feet)  VERTCON   
 CZ2272  ___________________________________________________________________
 CZ2272  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2272  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2272  HORZ ORDER  -  FIRST
 CZ2272
 CZ2272.The horizontal coordinates were established by classical geodetic methods
 CZ2272.and adjusted by the National Geodetic Survey in August 1993.
 CZ2272
 CZ2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2272
 CZ2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2272
 CZ2272.The geoid height was determined by GEOID03.
 CZ2272
 CZ2272;                    North         East     Units Scale Factor Converg.
 CZ2272;SPC AZ C     -   210,768.165   226,879.173   MT  0.99990225   +0 04 42.6
 CZ2272;SPC AZ C     -   691,496.60    744,354.24   iFT  0.99990225   +0 04 42.6
 CZ2272;UTM  12      - 3,640,561.922   427,787.398   MT  0.99966430   -0 25 10.0
 CZ2272
 CZ2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2272!SPC AZ C     -   0.99993047  x   0.99990225  =   0.99983273
 CZ2272!UTM  12      -   0.99993047  x   0.99966430  =   0.99959480
 CZ2272
 CZ2272|---------------------------------------------------------------------|
 CZ2272| PID    Reference Object                     Distance      Geod. Az  |
 CZ2272|                                                           dddmmss.s |
 CZ2272| CH4733 AC 43X RM 1                          10.407 METERS 05156     |
 CZ2272| CZ2133 AE 43                               APPROX. 3.1 KM 1043231.5 |
 CZ2272| CH4734 AC 43X RM 2                          11.422 METERS 15837     |
 CZ2272| CH4735 AC 43X RM 3                           9.947 METERS 27232     |
 CZ2272|---------------------------------------------------------------------|
 CZ2272
 CZ2272                          SUPERSEDED SURVEY CONTROL
 CZ2272
 CZ2272  NAD 83(1986)-  32 54 03.13034(N)    111 46 19.74576(W) AD(       ) 1
 CZ2272  NAD 27      -  32 54 02.93645(N)    111 46 17.27288(W) AD(       ) 1
 CZ2272  NGVD 29 (07/19/86)  472.4    (m)         1550.     (f) VERT ANG    3  
 CZ2272
 CZ2272.Superseded values are not recommended for survey control.
 CZ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2272.See file dsdata.txt to determine how the superseded data were derived.
 CZ2272
 CZ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2778740562(NAD 83)
 CZ2272_MARKER: DD = SURVEY DISK
 CZ2272_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2272
 CZ2272  HISTORY     - Date     Condition        Report By
 CZ2272  HISTORY     - 1966     MONUMENTED       DMA
 CZ2272  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2272
 CZ2272                          STATION DESCRIPTION
 CZ2272
 CZ2272'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2272'T-6-S.  R-6-E.  IN SECTION 18 ABOUT 0.5 MILE NORTH-NORTHEAST
 CZ2272'OF THE SOUTHWEST CORNER.
 CZ2272'
 CZ2272'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X ARMY MAP SERVICE 1966.  LOCATED ON THE HIGHEST POINT OF A
 CZ2272'SMALL LONE BUTTE AND 2 FEET EAST OF A 3-INCH IRON PIPE THAT
 CZ2272'PROJECTS ONE FOOT ABOVE THE GROUND.
 CZ2272'
 CZ2272'TO REACH FROM THE JUNCTION OF STATE ROUTES 93 AND 84 IN CASA
 CZ2272'GRANDE, PINAL COUNTY, ARIZONA, GO NORTH ON ROUTE 93 (PINAL AVENUE)
 CZ2272'FOR ONE MILE TO COTTONWOOD LANE.  TURN LEFT AND GO WEST ON
 CZ2272'COTTONWOOD LANE FOR 1.0 MILE TO A CROSSROADS.  TURN RIGHT AND GO
 CZ2272'NORTH FOR 0.5 MILE TO A DESERT ROAD TO THE NORTHEAST.  TURN RIGHT
 CZ2272'AND GO NORTHEAST FOR 0.05 MILE, THENCE EAST ON DESERT ROAD FOR
 CZ2272'0.1 MILE TO A POINT NEAR THE SOUTHEAST END OF THE BUTTE AND END
 CZ2272'OF TRUCK TRAVEL.  ABOUT A FOUR MINUTE PACK TO TOP OF BUTTE AND
 CZ2272'STATION SITE.  TWO-WHEEL DRIVE STATION.
 CZ2272'
 CZ2272'REFERENCE MARK NO 1 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X RM 1.  ARMY MAP SERVICE 1966.  LOCATED 34.14 FEET
 CZ2272'NORTHEAST OF THE STATION AND 9.4 FEET LOWER IN ELEVATION.
 CZ2272'
 CZ2272'REFERENCE MARK NO 2 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X RM 2.  ARMY MAP SERVICE 1966.  LOCATED 37.47 FEET
 CZ2272'SOUTH-SOUTHEAST OF THE STATION AND 5.1 FEET LOWER IN ELEVATION.
 CZ2272'
 CZ2272'REFERENCE MARK NO 3 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2272'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AC
 CZ2272'43X RM 3.  ARMY MAP SERVICE 1966.  LOCATED 32.63 FEET WEST OF
 CZ2272'THE STATION AND 9.5 FEET LOWER IN ELEVATION.
 CZ2272'
 CZ2272'VIEW FROM TRIPOD HEIGHT CLEAR IN ALL DIRECTIONS.
 CZ2272
 CZ2272                          STATION RECOVERY (2007)
 CZ2272
 CZ2272'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2272'THE TOP OF THE BUTTE HAS BEEN LEVELED, AND A WATER TANK BUILT THERE.
 CZ2272'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2273 ***********************************************************************
 CZ2273  DESIGNATION -  AC 44
 CZ2273  PID         -  CZ2273
 CZ2273  STATE/COUNTY-  AZ/PINAL
 CZ2273  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2273
 CZ2273                         *CURRENT SURVEY CONTROL
 CZ2273  ___________________________________________________________________
 CZ2273* NAD 83(1992)-  32 52 44.82257(N)    111 46 26.18329(W)     ADJUSTED  
 CZ2273* NAVD 88     -       424.00   (+/-2cm)    1391.1    (feet)  VERTCON   
 CZ2273  ___________________________________________________________________
 CZ2273  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CZ2273  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2273  HORZ ORDER  -  FIRST
 CZ2273  VERT ORDER  -  THIRD ? (See Below)
 CZ2273
 CZ2273.The horizontal coordinates were established by classical geodetic methods
 CZ2273.and adjusted by the National Geodetic Survey in August 1993.
 CZ2273
 CZ2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2273.The vertical order pertains to the NGVD 29 superseded value.
 CZ2273
 CZ2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2273
 CZ2273.The geoid height was determined by GEOID03.
 CZ2273
 CZ2273;                    North         East     Units Scale Factor Converg.
 CZ2273;SPC AZ C     -   208,355.622   226,715.113   MT  0.99990220   +0 04 38.9
 CZ2273;SPC AZ C     -   683,581.44    743,815.99   iFT  0.99990220   +0 04 38.9
 CZ2273;UTM  12      - 3,638,151.469   427,602.428   MT  0.99966463   -0 25 12.6
 CZ2273
 CZ2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2273!SPC AZ C     -   0.99993817  x   0.99990220  =   0.99984038
 CZ2273!UTM  12      -   0.99993817  x   0.99966463  =   0.99960282
 CZ2273
 CZ2273|---------------------------------------------------------------------|
 CZ2273| PID    Reference Object                     Distance      Geod. Az  |
 CZ2273|                                                           dddmmss.s |
 CZ2273| CH4736 AC 44 RM E                            8.839 METERS 08921     |
 CZ2273| CZ2047 CASA GRANDE 2                       APPROX. 8.7 KM 1390549.3 |
 CZ2273| CH4737 AC 44 RM S                            8.830 METERS 17919     |
 CZ2273|---------------------------------------------------------------------|
 CZ2273
 CZ2273                          SUPERSEDED SURVEY CONTROL
 CZ2273
 CZ2273  NAD 83(1986)-  32 52 44.81657(N)    111 46 26.18459(W) AD(       ) 1
 CZ2273  NAD 27      -  32 52 44.62057(N)    111 46 23.71355(W) AD(       ) 1
 CZ2273  NGVD 29 (07/19/86)  423.39   (m)         1389.1    (f) LEVELING    3  
 CZ2273
 CZ2273.Superseded values are not recommended for survey control.
 CZ2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2273.See file dsdata.txt to determine how the superseded data were derived.
 CZ2273
 CZ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2760238151(NAD 83)
 CZ2273_MARKER: DD = SURVEY DISK
 CZ2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2273
 CZ2273  HISTORY     - Date     Condition        Report By
 CZ2273  HISTORY     - 1967     MONUMENTED       DMA
 CZ2273  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2273  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2273
 CZ2273                          STATION DESCRIPTION
 CZ2273
 CZ2273'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2273'T-6-S.  R-6-E.  IN SECTION 30 NEAR THE NORTHWEST CORNER.
 CZ2273'
 CZ2273'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2273'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2273'DIAMETER PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2273'MARK IS STAMPED--AC 44 1967 ARMY MAP SERVICE.
 CZ2273'
 CZ2273'THE STATION MARK IS LOCATED 96 FEET SOUTH OF THE CENTERLINE OF
 CZ2273'EAST-WEST HIGHWAY.  52 FEET SOUTH OF THE EAST-WEST POWERLINE.  115
 CZ2273'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  89 FEET
 CZ2273'EAST OF THE CENTERLINE OF THE NORTH-SOUTH CANAL ROAD.  76 FEET
 CZ2273'EAST OF THE CENTERLINE OF THE NORTH-SOUTH CANAL.  61 FEET EAST
 CZ2273'OF THE CENTERLINE OF THE NORTH-SOUTH CANAL ROAD.  26 FEET EAST
 CZ2273'OF THE CENTERLINE OF A DOUBLE POLE POWERLINE.  121 FEET WEST OF
 CZ2273'THE CENTERLINE OF NORTH-SOUTH DRIVE.
 CZ2273'
 CZ2273'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2273'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2273'(THORNTON ROAD) AND THE STATION SITE.
 CZ2273
 CZ2273                          STATION RECOVERY (1998)
 CZ2273
 CZ2273'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2273'MARK NOT FOUND.
 CZ2273
 CZ2273                          STATION RECOVERY (2006)
 CZ2273
 CZ2273'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2273'THE DESCRIBED LOCATION IS PRIVATE PROPERTY, AND HAS BEEN DEVELOPED.
 CZ2273'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2309 ***********************************************************************
 CZ2309  DESIGNATION -  AC 45
 CZ2309  PID         -  CZ2309
 CZ2309  STATE/COUNTY-  AZ/PINAL
 CZ2309  USGS QUAD   -  CHUICHU (1992)
 CZ2309
 CZ2309                         *CURRENT SURVEY CONTROL
 CZ2309  ___________________________________________________________________
 CZ2309* NAD 83(1992)-  32 51 52.59941(N)    111 46 29.48010(W)     ADJUSTED  
 CZ2309* NAVD 88     -       424.98   (+/-2cm)    1394.3    (feet)  VERTCON   
 CZ2309  ___________________________________________________________________
 CZ2309  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CZ2309  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2309  HORZ ORDER  -  FIRST
 CZ2309  VERT ORDER  -  THIRD ? (See Below)
 CZ2309
 CZ2309.The horizontal coordinates were established by classical geodetic methods
 CZ2309.and adjusted by the National Geodetic Survey in August 1993.
 CZ2309
 CZ2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2309.The vertical order pertains to the NGVD 29 superseded value.
 CZ2309
 CZ2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2309
 CZ2309.The geoid height was determined by GEOID03.
 CZ2309
 CZ2309;                    North         East     Units Scale Factor Converg.
 CZ2309;SPC AZ C     -   206,746.870   226,631.584   MT  0.99990217   +0 04 37.0
 CZ2309;SPC AZ C     -   678,303.38    743,541.94   iFT  0.99990217   +0 04 37.0
 CZ2309;UTM  12      - 3,636,543.885   427,504.955   MT  0.99966480   -0 25 13.8
 CZ2309
 CZ2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2309!SPC AZ C     -   0.99993802  x   0.99990217  =   0.99984020
 CZ2309!UTM  12      -   0.99993802  x   0.99966480  =   0.99960284
 CZ2309
 CZ2309|---------------------------------------------------------------------|
 CZ2309| PID    Reference Object                     Distance      Geod. Az  |
 CZ2309|                                                           dddmmss.s |
 CZ2309| CH4738 AC 45 RM E                            8.830 METERS 17729     |
 CZ2309| CZ2318 AB 46                               APPROX. 2.2 KM 2260429.7 |
 CZ2309| CH4739 AC 45 RM S                            8.832 METERS 22612     |
 CZ2309|---------------------------------------------------------------------|
 CZ2309
 CZ2309                          SUPERSEDED SURVEY CONTROL
 CZ2309
 CZ2309  NAD 83(1986)-  32 51 52.59342(N)    111 46 29.48127(W) AD(       ) 1
 CZ2309  NAD 27      -  32 51 52.39616(N)    111 46 27.01128(W) AD(       ) 1
 CZ2309  NGVD 29 (07/19/86)  424.37   (m)         1392.3    (f) LEVELING    3  
 CZ2309
 CZ2309.Superseded values are not recommended for survey control.
 CZ2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2309.See file dsdata.txt to determine how the superseded data were derived.
 CZ2309
 CZ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2750536544(NAD 83)
 CZ2309_MARKER: DD = SURVEY DISK
 CZ2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2309_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2309
 CZ2309  HISTORY     - Date     Condition        Report By
 CZ2309  HISTORY     - 1967     MONUMENTED       DMA
 CZ2309  HISTORY     - 20080708 MARK NOT FOUND   GEOCAC
 CZ2309
 CZ2309                          STATION DESCRIPTION
 CZ2309
 CZ2309'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2309'T-6-S.  R-5-E.  IN SECTION 36 NEAR THE NORTHEAST CORNER.
 CZ2309'
 CZ2309'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2309'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2309'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2309'MARK IS STAMPED--AC 45 1967 ARMY MAP SERVICE.
 CZ2309'
 CZ2309'THE STATION MARK IS LOCATED 162 FEET WEST OF THE CENTERLINE
 CZ2309'OF NORTH-SOUTH ROAD.  92 FEET SOUTH OF THE CENTERLINE OF
 CZ2309'EAST-WEST ROAD.  63 FEET SOUTH OF THE EAST-WEST POWERLINE.  139
 CZ2309'FEET WEST OF THE NORTH-SOUTH POWERLINE.  118 FEET WEST OF THE
 CZ2309'CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  66 FEET WEST OF
 CZ2309'THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2309'
 CZ2309'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2309'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2309'(THORNTON ROAD).  TURN LEFT AND GO SOUTH ON THORNTON ROAD FOR
 CZ2309'1.0 MILE TO A CROSSROAD (PETERS ROAD) AND THE STATION SITE.
 CZ2309
 CZ2309                          STATION RECOVERY (2008)
 CZ2309
 CZ2309'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2309'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2309'MARK. THE DESCRIBED LOCATION IS NOW A CULTIVATED FIELD. ASSUMED
 CZ2309'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2306 ***********************************************************************
 CZ2306  DESIGNATION -  AC 46
 CZ2306  PID         -  CZ2306
 CZ2306  STATE/COUNTY-  AZ/PINAL
 CZ2306  USGS QUAD   -  CHUICHU (1992)
 CZ2306
 CZ2306                         *CURRENT SURVEY CONTROL
 CZ2306  ___________________________________________________________________
 CZ2306* NAD 83(1992)-  32 51 00.55927(N)    111 46 28.65696(W)     ADJUSTED  
 CZ2306* NAVD 88     -       427.23   (+/-2cm)    1401.7    (feet)  VERTCON   
 CZ2306  ___________________________________________________________________
 CZ2306  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CZ2306  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2306  HORZ ORDER  -  FIRST
 CZ2306  VERT ORDER  -  THIRD ? (See Below)
 CZ2306
 CZ2306.The horizontal coordinates were established by classical geodetic methods
 CZ2306.and adjusted by the National Geodetic Survey in August 1993.
 CZ2306
 CZ2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2306.The vertical order pertains to the NGVD 29 superseded value.
 CZ2306
 CZ2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2306
 CZ2306.The geoid height was determined by GEOID03.
 CZ2306
 CZ2306;                    North         East     Units Scale Factor Converg.
 CZ2306;SPC AZ C     -   205,143.904   226,655.138   MT  0.99990218   +0 04 37.4
 CZ2306;SPC AZ C     -   673,044.30    743,619.22   iFT  0.99990218   +0 04 37.4
 CZ2306;UTM  12      - 3,634,941.155   427,514.592   MT  0.99966478   -0 25 12.8
 CZ2306
 CZ2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2306!SPC AZ C     -   0.99993767  x   0.99990218  =   0.99983985
 CZ2306!UTM  12      -   0.99993767  x   0.99966478  =   0.99960247
 CZ2306
 CZ2306|---------------------------------------------------------------------|
 CZ2306| PID    Reference Object                     Distance      Geod. Az  |
 CZ2306|                                                           dddmmss.s |
 CZ2306| CH4740 AC 46 RM E                            8.827 METERS 08924     |
 CZ2306| CZ2047 CASA GRANDE 2                       APPROX. 6.7 KM 1201451.3 |
 CZ2306| CH4741 AC 46 RM S                            8.848 METERS 17908     |
 CZ2306|---------------------------------------------------------------------|
 CZ2306
 CZ2306                          SUPERSEDED SURVEY CONTROL
 CZ2306
 CZ2306  NAD 83(1986)-  32 51 00.55326(N)    111 46 28.65800(W) AD(       ) 1
 CZ2306  NAD 27      -  32 51 00.35429(N)    111 46 26.18940(W) AD(       ) 1
 CZ2306  NGVD 29 (07/19/86)  426.63   (m)         1399.7    (f) LEVELING    3  
 CZ2306
 CZ2306.Superseded values are not recommended for survey control.
 CZ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2306.See file dsdata.txt to determine how the superseded data were derived.
 CZ2306
 CZ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2751534941(NAD 83)
 CZ2306_MARKER: DD = SURVEY DISK
 CZ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2306_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2306
 CZ2306  HISTORY     - Date     Condition        Report By
 CZ2306  HISTORY     - 1967     MONUMENTED       DMA
 CZ2306  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2306
 CZ2306                          STATION DESCRIPTION
 CZ2306
 CZ2306'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2306'T-7-S.  R-5-E.  IN SECTION 1 NEAR THE NORTHEAST CORNER.
 CZ2306'
 CZ2306'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2306'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2306'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2306'MARK IS STAMPED--AC 46 1967 ARMY MAP SERVICE.
 CZ2306'
 CZ2306'THE STATION MARK IS LOCATED 36.2 FEET SOUTH OF EAST-WEST
 CZ2306'FENCE.  37.2 FEET SOUTH OF EAST-WEST POWERLINE.  65 FEET SOUTH OF
 CZ2306'THE CENTERLINE OF EAST-WEST ROAD.  50 FEET WEST OF THE CENTERLINE
 CZ2306'OF NORTH-SOUTH IRRIGATION DITCH.  68 FEET WEST OF NORTH-SOUTH
 CZ2306'POWERLINE.  90 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2306'
 CZ2306'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2306'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2306'(THORNTON ROAD).  TURN LEFT AND GO SOUTH ON THORNTON ROAD FOR
 CZ2306'2.0 MILES TO A CROSSROAD (SELMA ROAD) AND THE STATION SITE.
 CZ2306
 CZ2306                          STATION RECOVERY (2008)
 CZ2306
 CZ2306'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2306'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2306'MARK. THE ADJUSTED CO-ORDINATES POINT TO A PLOWED FIELD. ASSUMED
 CZ2306'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2304 ***********************************************************************
 CZ2304  DESIGNATION -  AC 47
 CZ2304  PID         -  CZ2304
 CZ2304  STATE/COUNTY-  AZ/PINAL
 CZ2304  USGS QUAD   -  CHUICHU (1992)
 CZ2304
 CZ2304                         *CURRENT SURVEY CONTROL
 CZ2304  ___________________________________________________________________
 CZ2304* NAD 83(1992)-  32 50 09.15269(N)    111 46 26.79236(W)     ADJUSTED  
 CZ2304* NAVD 88     -       430.01   (+/-2cm)    1410.8    (feet)  VERTCON   
 CZ2304  ___________________________________________________________________
 CZ2304  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CZ2304  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2304  HORZ ORDER  -  FIRST
 CZ2304  VERT ORDER  -  THIRD ? (See Below)
 CZ2304
 CZ2304.The horizontal coordinates were established by classical geodetic methods
 CZ2304.and adjusted by the National Geodetic Survey in August 1993.
 CZ2304
 CZ2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2304.The vertical order pertains to the NGVD 29 superseded value.
 CZ2304
 CZ2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2304
 CZ2304.The geoid height was determined by GEOID03.
 CZ2304
 CZ2304;                    North         East     Units Scale Factor Converg.
 CZ2304;SPC AZ C     -   203,560.493   226,705.756   MT  0.99990220   +0 04 38.3
 CZ2304;SPC AZ C     -   667,849.39    743,785.29   iFT  0.99990220   +0 04 38.3
 CZ2304;UTM  12      - 3,633,357.742   427,551.459   MT  0.99966472   -0 25 11.2
 CZ2304
 CZ2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2304!SPC AZ C     -   0.99993723  x   0.99990220  =   0.99983944
 CZ2304!UTM  12      -   0.99993723  x   0.99966472  =   0.99960197
 CZ2304
 CZ2304|---------------------------------------------------------------------|
 CZ2304| PID    Reference Object                     Distance      Geod. Az  |
 CZ2304|                                                           dddmmss.s |
 CZ2304| CH4742 AC 47 RM E                            8.840 METERS 08831     |
 CZ2304| CZ2047 CASA GRANDE 2                       APPROX. 6.0 KM 1071458.0 |
 CZ2304| CH4743 AC 47 RM S                            8.837 METERS 17838     |
 CZ2304|---------------------------------------------------------------------|
 CZ2304
 CZ2304                          SUPERSEDED SURVEY CONTROL
 CZ2304
 CZ2304  NAD 83(1986)-  32 50 09.14667(N)    111 46 26.79319(W) AD(       ) 1
 CZ2304  NAD 27      -  32 50 08.94607(N)    111 46 24.32626(W) AD(       ) 1
 CZ2304  NGVD 29 (07/19/86)  429.40   (m)         1408.8    (f) LEVELING    3  
 CZ2304
 CZ2304.Superseded values are not recommended for survey control.
 CZ2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2304.See file dsdata.txt to determine how the superseded data were derived.
 CZ2304
 CZ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2755133358(NAD 83)
 CZ2304_MARKER: DD = SURVEY DISK
 CZ2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2304_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2304+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2008
 CZ2304
 CZ2304  HISTORY     - Date     Condition        Report By
 CZ2304  HISTORY     - 1967     MONUMENTED       DMA
 CZ2304  HISTORY     - 20080708 GOOD             GEOCAC
 CZ2304
 CZ2304                          STATION DESCRIPTION
 CZ2304
 CZ2304'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2304'T-7-S.  R-6-E.  IN SECTION 6 NEAR THE SOUTHWEST CORNER.
 CZ2304'
 CZ2304'TO BE RESET IN 1968.  447 FT. E OF CENTERLINE OF N.S. ROAD 50
 CZ2304'FT. N OF E-W FENCE LINE.
 CZ2304'
 CZ2304'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2304'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2304'DIAMETER PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2304'MARK IS STAMPED--AC 47 1967 ARMY MAP SERVICE.
 CZ2304'
 CZ2304'THE STATION MARK IS LOCATED 47 FEET NORTH OF EAST-WEST FENCE.  64
 CZ2304'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  34 FEET EAST
 CZ2304'OF NORTH-SOUTH FENCE.  32 FEET WEST OF NORTH-SOUTH DOUBLE POWER
 CZ2304'LINE.  88 FEET NORTH OF CENTERLINE OF EAST-WEST IRRIGATION
 CZ2304'DITCH.  75 FEET NORTH OF THE CENTERLINE OF IRRIGATION DITCH
 CZ2304'ROAD.  31 FEET NORTH OF THE CENTERLINE OF FIELD ROAD.
 CZ2304'
 CZ2304'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2304'GRANDE, ARIZONA GO WEST ON 84 FOR 1.0 MILE TO A CROSSROAD
 CZ2304'(THORNTON ROAD).  TURN LEFT AND GO SOUTH ON THORNTON ROAD FOR
 CZ2304'3.0 MILES TO A T ROAD WEST (CORNMAN ROAD) AND THE STATION SITE.
 CZ2304
 CZ2304                          STATION RECOVERY (2008)
 CZ2304
 CZ2304'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2312 ***********************************************************************
 CZ2312  DESIGNATION -  AC 48
 CZ2312  PID         -  CZ2312
 CZ2312  STATE/COUNTY-  AZ/PINAL
 CZ2312  USGS QUAD   -  CHUICHU (1992)
 CZ2312
 CZ2312                         *CURRENT SURVEY CONTROL
 CZ2312  ___________________________________________________________________
 CZ2312* NAD 83(1992)-  32 49 16.97982(N)    111 46 32.10354(W)     ADJUSTED  
 CZ2312* NAVD 88     -       431.56   (+/-2cm)    1415.9    (feet)  VERTCON   
 CZ2312  ___________________________________________________________________
 CZ2312  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CZ2312  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2312  HORZ ORDER  -  FIRST
 CZ2312  VERT ORDER  -  THIRD ? (See Below)
 CZ2312
 CZ2312.The horizontal coordinates were established by classical geodetic methods
 CZ2312.and adjusted by the National Geodetic Survey in August 1993.
 CZ2312
 CZ2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2312.The vertical order pertains to the NGVD 29 superseded value.
 CZ2312
 CZ2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2312
 CZ2312.The geoid height was determined by GEOID03.
 CZ2312
 CZ2312;                    North         East     Units Scale Factor Converg.
 CZ2312;SPC AZ C     -   201,953.232   226,569.786   MT  0.99990215   +0 04 35.3
 CZ2312;SPC AZ C     -   662,576.22    743,339.19   iFT  0.99990215   +0 04 35.3
 CZ2312;UTM  12      - 3,631,752.101   427,401.589   MT  0.99966499   -0 25 13.4
 CZ2312
 CZ2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2312!SPC AZ C     -   0.99993699  x   0.99990215  =   0.99983915
 CZ2312!UTM  12      -   0.99993699  x   0.99966499  =   0.99960200
 CZ2312
 CZ2312|---------------------------------------------------------------------|
 CZ2312| PID    Reference Object                     Distance      Geod. Az  |
 CZ2312|                                                           dddmmss.s |
 CZ2312| CH4744 AC 48 RM E                            8.843 METERS 08958     |
 CZ2312| CZ2047 CASA GRANDE 2                       APPROX. 5.8 KM 0913629.3 |
 CZ2312| CH4745 AC 48 RM S                            8.838 METERS 17947     |
 CZ2312|---------------------------------------------------------------------|
 CZ2312
 CZ2312                          SUPERSEDED SURVEY CONTROL
 CZ2312
 CZ2312  NAD 83(1986)-  32 49 16.97380(N)    111 46 32.10435(W) AD(       ) 1
 CZ2312  NAD 27      -  32 49 16.77182(N)    111 46 29.63854(W) AD(       ) 1
 CZ2312  NGVD 29 (07/19/86)  430.95   (m)         1413.9    (f) LEVELING    3  
 CZ2312
 CZ2312.Superseded values are not recommended for survey control.
 CZ2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2312.See file dsdata.txt to determine how the superseded data were derived.
 CZ2312
 CZ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2740231752(NAD 83)
 CZ2312_MARKER: DD = SURVEY DISK
 CZ2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2312_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2312+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2312
 CZ2312  HISTORY     - Date     Condition        Report By
 CZ2312  HISTORY     - 1967     MONUMENTED       DMA
 CZ2312  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2312  HISTORY     - 20050903 GOOD             INDIV
 CZ2312  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2312
 CZ2312                          STATION DESCRIPTION
 CZ2312
 CZ2312'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2312'T-7-S, R-5-E.  IN SECTION 12 NEAR THE SOUTHEAST CORNER.
 CZ2312'
 CZ2312'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2312'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2312'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2312'MARK IS STAMPED--AC 48 1967 ARMY MAP SERVICE.
 CZ2312'
 CZ2312'THE STATION MARK IS LOCATED 83 FEET NORTH OF THE CENTERLINE OF
 CZ2312'EAST-WEST ROAD.  395 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2312'ROAD.  362 FEET WEST OF THE NORTH-SOUTH POWER LINE.
 CZ2312'
 CZ2312'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2312'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2312'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2312'FLORENCE STREET (CHUICHU ROAD) FOR 3.9 MILES TO CROSSROAD
 CZ2312'(HANNA ROAD).  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2312'CROSSROAD AND THE STATION SITE.
 CZ2312
 CZ2312                          STATION RECOVERY (1998)
 CZ2312
 CZ2312'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2312'MARK NOT FOUND.
 CZ2312
 CZ2312                          STATION RECOVERY (2005)
 CZ2312
 CZ2312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WGH)
 CZ2312'REPORTED AS NOT FOUND IN 1998 BY US POWER SQUADRON, MARK WAS
 CZ2312'RECOVERED, AS DESCRIBED, IN GOOD CONDITION SURROUNDED BY THE 4 LEAVES
 CZ2312'OF A LARGE CONCRETE AERIAL TARGET.
 CZ2312'WILLIAM G. HACKATHORN, RLS
 CZ2312
 CZ2312                          STATION RECOVERY (2007)
 CZ2312
 CZ2312'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2307 ***********************************************************************
 CZ2307  DESIGNATION -  AC 49
 CZ2307  PID         -  CZ2307
 CZ2307  STATE/COUNTY-  AZ/PINAL
 CZ2307  USGS QUAD   -  CHUICHU (1992)
 CZ2307
 CZ2307                         *CURRENT SURVEY CONTROL
 CZ2307  ___________________________________________________________________
 CZ2307* NAD 83(1992)-  32 48 22.54157(N)    111 46 28.89079(W)     ADJUSTED  
 CZ2307* NAVD 88     -       434.83   (+/-2cm)    1426.6    (feet)  VERTCON   
 CZ2307  ___________________________________________________________________
 CZ2307  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 CZ2307  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2307  HORZ ORDER  -  FIRST
 CZ2307  VERT ORDER  -  THIRD ? (See Below)
 CZ2307
 CZ2307.The horizontal coordinates were established by classical geodetic methods
 CZ2307.and adjusted by the National Geodetic Survey in August 1993.
 CZ2307
 CZ2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2307.The vertical order pertains to the NGVD 29 superseded value.
 CZ2307
 CZ2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2307
 CZ2307.The geoid height was determined by GEOID03.
 CZ2307
 CZ2307;                    North         East     Units Scale Factor Converg.
 CZ2307;SPC AZ C     -   200,276.492   226,655.597   MT  0.99990218   +0 04 36.9
 CZ2307;SPC AZ C     -   657,075.10    743,620.73   iFT  0.99990218   +0 04 36.9
 CZ2307;UTM  12      - 3,630,075.078   427,472.843   MT  0.99966486   -0 25 11.1
 CZ2307
 CZ2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2307!SPC AZ C     -   0.99993648  x   0.99990218  =   0.99983867
 CZ2307!UTM  12      -   0.99993648  x   0.99966486  =   0.99960136
 CZ2307
 CZ2307:                Primary Azimuth Mark                     Grid Az
 CZ2307:SPC AZ C     -  CASA GRANDE 2                            075 12 17.7
 CZ2307:UTM  12      -  CASA GRANDE 2                            075 42 05.7
 CZ2307
 CZ2307|---------------------------------------------------------------------|
 CZ2307| PID    Reference Object                     Distance      Geod. Az  |
 CZ2307|                                                           dddmmss.s |
 CZ2307| CZ2047 CASA GRANDE 2                       APPROX. 6.0 KM 0751654.6 |
 CZ2307| CH4746 AC 49 RM E                            8.851 METERS 08905     |
 CZ2307| CH4747 AC 49 RM S                            8.838 METERS 17903     |
 CZ2307|---------------------------------------------------------------------|
 CZ2307
 CZ2307                          SUPERSEDED SURVEY CONTROL
 CZ2307
 CZ2307  NAD 83(1986)-  32 48 22.53555(N)    111 46 28.89147(W) AD(       ) 1
 CZ2307  NAD 27      -  32 48 22.33218(N)    111 46 26.42701(W) AD(       ) 1
 CZ2307  NGVD 29 (07/19/86)  434.22   (m)         1424.6    (f) LEVELING    3  
 CZ2307
 CZ2307.Superseded values are not recommended for survey control.
 CZ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2307.See file dsdata.txt to determine how the superseded data were derived.
 CZ2307
 CZ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2747330075(NAD 83)
 CZ2307_MARKER: DD = SURVEY DISK
 CZ2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2307
 CZ2307  HISTORY     - Date     Condition        Report By
 CZ2307  HISTORY     - 1966     MONUMENTED       DMA
 CZ2307  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2307  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2307
 CZ2307                          STATION DESCRIPTION
 CZ2307
 CZ2307'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2307'T-7-S.  R-5-E.  IN SECTION 24 NEAR THE NORTHEAST CORNER.
 CZ2307'
 CZ2307'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2307'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2307'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2307'MARK IS STAMPED--AC 49 1966 ARMY MAP SERVICE.
 CZ2307'
 CZ2307'THE STATION MARK IS LOCATED 120 FEET WEST OF THE CENTERLINE
 CZ2307'OF THE NORTH-SOUTH ROAD.  120 FEET SOUTH OF THE EAST-WEST POWER
 CZ2307'LINE.  81 FEET WEST OF THE NORTH-SOUTH FENCE.
 CZ2307'
 CZ2307'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2307'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2307'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2307'FLORENCE STREET (CHUICHU ROAD) FOR 3.9 MILES TO CROSSROAD
 CZ2307'(HANNA ROAD).  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2307'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO SECTION LINE
 CZ2307'AND THE STATION SITE.
 CZ2307
 CZ2307                          STATION RECOVERY (1998)
 CZ2307
 CZ2307'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2307'MARK NOT FOUND.
 CZ2307
 CZ2307                          STATION RECOVERY (2007)
 CZ2307
 CZ2307'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2307'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2310 ***********************************************************************
 CZ2310  DESIGNATION -  AC 50
 CZ2310  PID         -  CZ2310
 CZ2310  STATE/COUNTY-  AZ/PINAL
 CZ2310  USGS QUAD   -  CHUICHU (1992)
 CZ2310
 CZ2310                         *CURRENT SURVEY CONTROL
 CZ2310  ___________________________________________________________________
 CZ2310* NAD 83(1992)-  32 47 29.72168(N)    111 46 29.57826(W)     ADJUSTED  
 CZ2310* NAVD 88     -       437.03   (+/-2cm)    1433.8    (feet)  VERTCON   
 CZ2310  ___________________________________________________________________
 CZ2310  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CZ2310  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2310  HORZ ORDER  -  FIRST
 CZ2310  VERT ORDER  -  THIRD ? (See Below)
 CZ2310
 CZ2310.The horizontal coordinates were established by classical geodetic methods
 CZ2310.and adjusted by the National Geodetic Survey in August 1993.
 CZ2310
 CZ2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2310.The vertical order pertains to the NGVD 29 superseded value.
 CZ2310
 CZ2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2310
 CZ2310.The geoid height was determined by GEOID03.
 CZ2310
 CZ2310;                    North         East     Units Scale Factor Converg.
 CZ2310;SPC AZ C     -   198,649.469   226,639.895   MT  0.99990217   +0 04 36.4
 CZ2310;SPC AZ C     -   651,737.10    743,569.21   iFT  0.99990217   +0 04 36.4
 CZ2310;UTM  12      - 3,628,448.639   427,443.047   MT  0.99966491   -0 25 10.9
 CZ2310
 CZ2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2310!SPC AZ C     -   0.99993614  x   0.99990217  =   0.99983831
 CZ2310!UTM  12      -   0.99993614  x   0.99966491  =   0.99960107
 CZ2310
 CZ2310|---------------------------------------------------------------------|
 CZ2310| PID    Reference Object                     Distance      Geod. Az  |
 CZ2310|                                                           dddmmss.s |
 CZ2310| CH4748 AC 50 RM E                            8.834 METERS 08907     |
 CZ2310| CH4749 AC 50 RM S                            8.841 METERS 17911     |
 CZ2310| CZ2286 CHUI                                APPROX. 3.6 KM 1965658.4 |
 CZ2310|---------------------------------------------------------------------|
 CZ2310
 CZ2310                          SUPERSEDED SURVEY CONTROL
 CZ2310
 CZ2310  NAD 83(1986)-  32 47 29.71565(N)    111 46 29.57882(W) AD(       ) 1
 CZ2310  NAD 27      -  32 47 29.51090(N)    111 46 27.11568(W) AD(       ) 1
 CZ2310  NGVD 29 (07/19/86)  436.42   (m)         1431.8    (f) LEVELING    3  
 CZ2310
 CZ2310.Superseded values are not recommended for survey control.
 CZ2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2310.See file dsdata.txt to determine how the superseded data were derived.
 CZ2310
 CZ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2744328449(NAD 83)
 CZ2310_MARKER: DD = SURVEY DISK
 CZ2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2310+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2310
 CZ2310  HISTORY     - Date     Condition        Report By
 CZ2310  HISTORY     - 1966     MONUMENTED       DMA
 CZ2310  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2310
 CZ2310                          STATION DESCRIPTION
 CZ2310
 CZ2310'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2310'T-7-S.  R-5-E.  IN SECTION 25 NEAR THE NORTHEAST CORNER.
 CZ2310'
 CZ2310'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2310'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2310'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2310'STATION MARK IS STAMPED--AC 50 1966 ARMY MAP SERVICE.
 CZ2310'
 CZ2310'THE STATION MARK IS LOCATED 84 FEET WEST OF THE NORTH-NORTHEAST
 CZ2310'SOUTH-SOUTHWEST ROAD.  119 FEET WEST OF THE ASSUMED NORTH-SOUTH
 CZ2310'SECTION LINE.  200 FEET SOUTH OF THE ASSUMED EAST-WEST SECTION
 CZ2310'LINE.  80 FEET SOUTH OF THE EAST-WEST FENCE.
 CZ2310'
 CZ2310'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 93
 CZ2310'IN CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILES
 CZ2310'TO CROSS STREET.  TURN RIGHT ON FLORENCE STREET AND GO SOUTHWEST
 CZ2310'AND SOUTH ON FLORENCE AND THEN CHUICHU ROAD FOR 5.8 MILES TO
 CZ2310'CROSSROAD.  TURN RIGHT AND GO FOR 1.0 MILES ON SHEDD ROAD TO
 CZ2310'GATE IN FENCE.  TURN LEFT THRU GATE TO THE STATION SITE.
 CZ2310
 CZ2310                          STATION RECOVERY (2007)
 CZ2310
 CZ2310'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2311 ***********************************************************************
 CZ2311  DESIGNATION -  AC 51
 CZ2311  PID         -  CZ2311
 CZ2311  STATE/COUNTY-  AZ/PINAL
 CZ2311  USGS QUAD   -  CHUICHU (1992)
 CZ2311
 CZ2311                         *CURRENT SURVEY CONTROL
 CZ2311  ___________________________________________________________________
 CZ2311* NAD 83(1992)-  32 46 38.42091(N)    111 46 31.42983(W)     ADJUSTED  
 CZ2311* NAVD 88     -       440.86   (+/-2cm)    1446.4    (feet)  VERTCON   
 CZ2311  ___________________________________________________________________
 CZ2311  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CZ2311  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2311  HORZ ORDER  -  FIRST
 CZ2311  VERT ORDER  -  THIRD ? (See Below)
 CZ2311
 CZ2311.The horizontal coordinates were established by classical geodetic methods
 CZ2311.and adjusted by the National Geodetic Survey in August 1993.
 CZ2311
 CZ2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2311.The vertical order pertains to the NGVD 29 superseded value.
 CZ2311
 CZ2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2311
 CZ2311.The geoid height was determined by GEOID03.
 CZ2311
 CZ2311;                    North         East     Units Scale Factor Converg.
 CZ2311;SPC AZ C     -   197,069.203   226,593.831   MT  0.99990216   +0 04 35.3
 CZ2311;SPC AZ C     -   646,552.50    743,418.08   iFT  0.99990216   +0 04 35.3
 CZ2311;UTM  12      - 3,626,869.206   427,383.309   MT  0.99966502   -0 25 11.3
 CZ2311
 CZ2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2311!SPC AZ C     -   0.99993554  x   0.99990216  =   0.99983770
 CZ2311!UTM  12      -   0.99993554  x   0.99966502  =   0.99960058
 CZ2311
 CZ2311|---------------------------------------------------------------------|
 CZ2311| PID    Reference Object                     Distance      Geod. Az  |
 CZ2311|                                                           dddmmss.s |
 CZ2311| CH4750 AC 51 RM E                            8.840 METERS 08907     |
 CZ2311| CH4751 AC 51 RM S                            8.843 METERS 17913     |
 CZ2311| CZ2286 CHUI                                APPROX. 2.2 KM 2080218.6 |
 CZ2311|---------------------------------------------------------------------|
 CZ2311
 CZ2311                          SUPERSEDED SURVEY CONTROL
 CZ2311
 CZ2311  NAD 83(1986)-  32 46 38.41488(N)    111 46 31.43027(W) AD(       ) 1
 CZ2311  NAD 27      -  32 46 38.20898(N)    111 46 28.96810(W) AD(       ) 1
 CZ2311  NGVD 29 (07/19/86)  440.25   (m)         1444.4    (f) LEVELING    3  
 CZ2311
 CZ2311.Superseded values are not recommended for survey control.
 CZ2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2311.See file dsdata.txt to determine how the superseded data were derived.
 CZ2311
 CZ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2738326869(NAD 83)
 CZ2311_MARKER: DD = SURVEY DISK
 CZ2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2311+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2311
 CZ2311  HISTORY     - Date     Condition        Report By
 CZ2311  HISTORY     - 1966     MONUMENTED       DMA
 CZ2311  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2311
 CZ2311                          STATION DESCRIPTION
 CZ2311
 CZ2311'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2311'T-7-S.  R-5-E.  IN SECTION 36 NEAR THE NORTHEAST CORNER.
 CZ2311'
 CZ2311'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2311'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2311'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2311'MARK IS STAMPED--AC 51 1966 ARMY MAP SERVICE.
 CZ2311'
 CZ2311'THE STATION MARK IS LOCATED 283 FEET WEST OF THE NORTH-SOUTH
 CZ2311'FENCE.  68 FEET EAST OF THE NORTH-SOUTH TRAIL.  88 FEET SOUTH
 CZ2311'OF A LARGE BUSH.
 CZ2311'
 CZ2311'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2311'RESERVATION (CHUICHU ROAD AND BATTAGILA DRIVE) TRAVEL WEST ON
 CZ2311'DIRT ROAD (SOUTH OF FENCE) FOR 1.1 MILES TO CROSS TRAIL.  TURN
 CZ2311'RIGHT AND TRAVEL NORTH FOR 1.1 MILES TO THE STATION SITE.
 CZ2311
 CZ2311                          STATION RECOVERY (2007)
 CZ2311
 CZ2311'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2308 ***********************************************************************
 CZ2308  DESIGNATION -  AC 52
 CZ2308  PID         -  CZ2308
 CZ2308  STATE/COUNTY-  AZ/PINAL
 CZ2308  USGS QUAD   -  CHUICHU (1992)
 CZ2308
 CZ2308                         *CURRENT SURVEY CONTROL
 CZ2308  ___________________________________________________________________
 CZ2308* NAD 83(1992)-  32 45 45.27970(N)    111 46 29.32723(W)     ADJUSTED  
 CZ2308* NAVD 88     -       443.85   (+/-2cm)    1456.2    (feet)  VERTCON   
 CZ2308  ___________________________________________________________________
 CZ2308  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2308  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2308  HORZ ORDER  -  FIRST
 CZ2308  VERT ORDER  -  THIRD ? (See Below)
 CZ2308
 CZ2308.The horizontal coordinates were established by classical geodetic methods
 CZ2308.and adjusted by the National Geodetic Survey in August 1993.
 CZ2308
 CZ2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2308.The vertical order pertains to the NGVD 29 superseded value.
 CZ2308
 CZ2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2308
 CZ2308.The geoid height was determined by GEOID03.
 CZ2308
 CZ2308;                    North         East     Units Scale Factor Converg.
 CZ2308;SPC AZ C     -   195,432.388   226,650.738   MT  0.99990218   +0 04 36.4
 CZ2308;SPC AZ C     -   641,182.38    743,604.78   iFT  0.99990218   +0 04 36.4
 CZ2308;UTM  12      - 3,625,232.347   427,426.029   MT  0.99966494   -0 25 09.5
 CZ2308
 CZ2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2308!SPC AZ C     -   0.99993507  x   0.99990218  =   0.99983725
 CZ2308!UTM  12      -   0.99993507  x   0.99966494  =   0.99960003
 CZ2308
 CZ2308|---------------------------------------------------------------------|
 CZ2308| PID    Reference Object                     Distance      Geod. Az  |
 CZ2308|                                                           dddmmss.s |
 CZ2308| CH4752 AC 52 RM E                            8.842 METERS 08908     |
 CZ2308| CH4753 AC 52 RM S                            8.832 METERS 17908     |
 CZ2308| CZ2286 CHUI                                APPROX. 1.1 KM 2560155.0 |
 CZ2308|---------------------------------------------------------------------|
 CZ2308
 CZ2308                          SUPERSEDED SURVEY CONTROL
 CZ2308
 CZ2308  NAD 83(1986)-  32 45 45.27366(N)    111 46 29.32754(W) AD(       ) 1
 CZ2308  NAD 27      -  32 45 45.06633(N)    111 46 26.86685(W) AD(       ) 1
 CZ2308  NGVD 29 (07/19/86)  443.25   (m)         1454.2    (f) LEVELING    3  
 CZ2308
 CZ2308.Superseded values are not recommended for survey control.
 CZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2308.See file dsdata.txt to determine how the superseded data were derived.
 CZ2308
 CZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2742625232(NAD 83)
 CZ2308_MARKER: DD = SURVEY DISK
 CZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2308+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2308
 CZ2308  HISTORY     - Date     Condition        Report By
 CZ2308  HISTORY     - 1966     MONUMENTED       DMA
 CZ2308  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2308
 CZ2308                          STATION DESCRIPTION
 CZ2308
 CZ2308'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2308'T-8-S.  R-5-E.  IN SECTION 1 (UNSURVEYED) ABOUT 240 FEET
 CZ2308'SOUTHWEST OF THE NORTHWEST CORNER OF SECTION 6
 CZ2308'
 CZ2308'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2308'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2308'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2308'MARK IS STAMPED--AC 52 1966 ARMY MAP SERVICE.
 CZ2308'
 CZ2308'THE STATION MARK IS LOCATED 72 FEET WEST OF THE NORTH-SOUTH
 CZ2308'POWER LINE.  239 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER
 CZ2308'OF SECTION 6.  95 FEET WEST OF THE ASSUMED NORTH-SOUTH SECTION
 CZ2308'LINE.
 CZ2308'
 CZ2308'TO REACH FROM THE NORTHEAST ENTRANCE OF THE PAPAGO INDIAN
 CZ2308'RESERVATION (CHUICHU ROAD AND BATTAGILA DRIVE) TRAVEL WEST ON
 CZ2308'DIRT ROAD (SOUTH OF FENCE) FOR 1.1 MILES TO THE STATION SITE.
 CZ2308
 CZ2308                          STATION RECOVERY (2007)
 CZ2308
 CZ2308'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2211 ***********************************************************************
 CZ2211  DESIGNATION -  AC 53
 CZ2211  PID         -  CZ2211
 CZ2211  STATE/COUNTY-  AZ/PINAL
 CZ2211  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2211
 CZ2211                         *CURRENT SURVEY CONTROL
 CZ2211  ___________________________________________________________________
 CZ2211* NAD 83(1992)-  32 44 59.84669(N)    111 46 22.66744(W)     ADJUSTED  
 CZ2211* NAVD 88     -       446.28   (+/-2cm)    1464.2    (feet)  VERTCON   
 CZ2211  ___________________________________________________________________
 CZ2211  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2211  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2211  HORZ ORDER  -  FIRST
 CZ2211  VERT ORDER  -  THIRD ? (See Below)
 CZ2211
 CZ2211.The horizontal coordinates were established by classical geodetic methods
 CZ2211.and adjusted by the National Geodetic Survey in August 1993.
 CZ2211
 CZ2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2211.The vertical order pertains to the NGVD 29 superseded value.
 CZ2211
 CZ2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2211
 CZ2211.The geoid height was determined by GEOID03.
 CZ2211
 CZ2211;                    North         East     Units Scale Factor Converg.
 CZ2211;SPC AZ C     -   194,033.169   226,825.965   MT  0.99990224   +0 04 39.9
 CZ2211;SPC AZ C     -   636,591.76    744,179.68   iFT  0.99990224   +0 04 39.9
 CZ2211;UTM  12      - 3,623,831.997   427,589.098   MT  0.99966465   -0 25 05.4
 CZ2211
 CZ2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2211!SPC AZ C     -   0.99993469  x   0.99990224  =   0.99983693
 CZ2211!UTM  12      -   0.99993469  x   0.99966465  =   0.99959936
 CZ2211
 CZ2211|---------------------------------------------------------------------|
 CZ2211| PID    Reference Object                     Distance      Geod. Az  |
 CZ2211|                                                           dddmmss.s |
 CZ2211| CH4754 AC 53 RM E                            8.840 METERS 08913     |
 CZ2211| CH4755 AC 53 RM S                            8.838 METERS 17918     |
 CZ2211| CZ2286 CHUI                                APPROX. 1.7 KM 3122434.2 |
 CZ2211|---------------------------------------------------------------------|
 CZ2211
 CZ2211                          SUPERSEDED SURVEY CONTROL
 CZ2211
 CZ2211  NAD 83(1986)-  32 44 59.84066(N)    111 46 22.66766(W) AD(       ) 1
 CZ2211  NAD 27      -  32 44 59.63199(N)    111 46 20.20806(W) AD(       ) 1
 CZ2211  NGVD 29 (07/19/86)  445.68   (m)         1462.2    (f) LEVELING    3  
 CZ2211
 CZ2211.Superseded values are not recommended for survey control.
 CZ2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2211.See file dsdata.txt to determine how the superseded data were derived.
 CZ2211
 CZ2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2758923832(NAD 83)
 CZ2211_MARKER: DD = SURVEY DISK
 CZ2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2211+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2211
 CZ2211  HISTORY     - Date     Condition        Report By
 CZ2211  HISTORY     - 1966     MONUMENTED       DMA
 CZ2211  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2211
 CZ2211                          STATION DESCRIPTION
 CZ2211
 CZ2211'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2211'T-8-S.  R-6-E.  IN SECTION 6 NEAR THE SOUTHWEST CORNER.
 CZ2211'
 CZ2211'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2211'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2211'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2211'GROUND.  THE MARK IS STAMPED--AC 53 1966 ARMY MAP SERVICE.
 CZ2211'
 CZ2211'THE STATION MARK IS LOCATED ABOUT 450 FEET EAST OF THE ASSUMED
 CZ2211'NORTH-SOUTH SECTION LINE.  75 FEET NORTHEAST OF THE
 CZ2211'NORTHWEST-SOUTHEAST ROAD.
 CZ2211'
 CZ2211'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2211'RESERVATION AT CHUICHU ROAD, 8 MILES SOUTH OF CASA GRANDE,
 CZ2211'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.35 MILES TO A
 CZ2211'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.25 MILE.  THE
 CZ2211'STATION SITE IS ABOUT 75 FEET NORTHEAST OF THE POINT.
 CZ2211
 CZ2211                          STATION RECOVERY (2008)
 CZ2211
 CZ2211'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2214 ***********************************************************************
 CZ2214  DESIGNATION -  AC 54
 CZ2214  PID         -  CZ2214
 CZ2214  STATE/COUNTY-  AZ/PINAL
 CZ2214  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2214
 CZ2214                         *CURRENT SURVEY CONTROL
 CZ2214  ___________________________________________________________________
 CZ2214* NAD 83(1992)-  32 44 01.76166(N)    111 46 28.86418(W)     ADJUSTED  
 CZ2214* NAVD 88     -       449.11   (+/-2cm)    1473.5    (feet)  VERTCON   
 CZ2214  ___________________________________________________________________
 CZ2214  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CZ2214  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2214  HORZ ORDER  -  FIRST
 CZ2214  VERT ORDER  -  THIRD ? (See Below)
 CZ2214
 CZ2214.The horizontal coordinates were established by classical geodetic methods
 CZ2214.and adjusted by the National Geodetic Survey in August 1993.
 CZ2214
 CZ2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2214.The vertical order pertains to the NGVD 29 superseded value.
 CZ2214
 CZ2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2214
 CZ2214.The geoid height was determined by GEOID03.
 CZ2214
 CZ2214;                    North         East     Units Scale Factor Converg.
 CZ2214;SPC AZ C     -   192,243.788   226,667.064   MT  0.99990218   +0 04 36.4
 CZ2214;SPC AZ C     -   630,721.09    743,658.35   iFT  0.99990218   +0 04 36.4
 CZ2214;UTM  12      - 3,622,044.483   427,414.760   MT  0.99966496   -0 25 08.1
 CZ2214
 CZ2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2214!SPC AZ C     -   0.99993424  x   0.99990218  =   0.99983643
 CZ2214!UTM  12      -   0.99993424  x   0.99966496  =   0.99959923
 CZ2214
 CZ2214|---------------------------------------------------------------------|
 CZ2214| PID    Reference Object                     Distance      Geod. Az  |
 CZ2214|                                                           dddmmss.s |
 CZ2214| CH4756 AC 54 RM E                            8.840 METERS 08908     |
 CZ2214| CH4757 AC 54 RM S                            8.838 METERS 17910     |
 CZ2214| CZ2286 CHUI                                APPROX. 3.1 KM 3394316.4 |
 CZ2214|---------------------------------------------------------------------|
 CZ2214
 CZ2214                          SUPERSEDED SURVEY CONTROL
 CZ2214
 CZ2214  NAD 83(1986)-  32 44 01.75563(N)    111 46 28.86425(W) AD(       ) 1
 CZ2214  NAD 27      -  32 44 01.54518(N)    111 46 26.40594(W) AD(       ) 1
 CZ2214  NGVD 29 (07/19/86)  448.51   (m)         1471.5    (f) LEVELING    3  
 CZ2214
 CZ2214.Superseded values are not recommended for survey control.
 CZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2214.See file dsdata.txt to determine how the superseded data were derived.
 CZ2214
 CZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2741522044(NAD 83)
 CZ2214_MARKER: DD = SURVEY DISK
 CZ2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2214
 CZ2214  HISTORY     - Date     Condition        Report By
 CZ2214  HISTORY     - 1966     MONUMENTED       DMA
 CZ2214
 CZ2214                          STATION DESCRIPTION
 CZ2214
 CZ2214'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2214'T-8-S.  R-5-E.  IN SECTION 13 ABOUT 0.35 MILE SOUTH OF THE
 CZ2214'NORTHEAST CORNER.
 CZ2214'
 CZ2214'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2214'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2214'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2214'MARK IS STAMPED--AC 54 1966 ARMY MAP SERVICE.
 CZ2214'
 CZ2214'THE STATION MARK IS LOCATED 50 FEET WEST OF THE SECTION
 CZ2214'CORNER.  (NORTHWEST CORNER OF SECTION 18, T-8-S.  R-6-E)
 CZ2214'
 CZ2214'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2214'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2214'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2214'SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD
 CZ2214'FORK.  TURN LEFT AND GO EAST FOR 0.35 MILE.  TURN LEFT AND GO
 CZ2214'NORTH FOR 0.25 MILE PASSING ON THE EAST SIDE OF A LOW HILL TO
 CZ2214'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2213 ***********************************************************************
 CZ2213  DESIGNATION -  AC 55
 CZ2213  PID         -  CZ2213
 CZ2213  STATE/COUNTY-  AZ/PINAL
 CZ2213  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2213
 CZ2213                         *CURRENT SURVEY CONTROL
 CZ2213  ___________________________________________________________________
 CZ2213* NAD 83(1992)-  32 43 09.15424(N)    111 46 28.84677(W)     ADJUSTED  
 CZ2213* NAVD 88     -       452.66   (+/-2cm)    1485.1    (feet)  VERTCON   
 CZ2213  ___________________________________________________________________
 CZ2213  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2213  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2213  HORZ ORDER  -  FIRST
 CZ2213  VERT ORDER  -  THIRD ? (See Below)
 CZ2213
 CZ2213.The horizontal coordinates were established by classical geodetic methods
 CZ2213.and adjusted by the National Geodetic Survey in August 1993.
 CZ2213
 CZ2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2213.The vertical order pertains to the NGVD 29 superseded value.
 CZ2213
 CZ2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2213
 CZ2213.The geoid height was determined by GEOID03.
 CZ2213
 CZ2213;                    North         East     Units Scale Factor Converg.
 CZ2213;SPC AZ C     -   190,623.354   226,669.688   MT  0.99990218   +0 04 36.3
 CZ2213;SPC AZ C     -   625,404.70    743,666.96   iFT  0.99990218   +0 04 36.3
 CZ2213;UTM  12      - 3,620,424.471   427,403.371   MT  0.99966498   -0 25 07.5
 CZ2213
 CZ2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2213!SPC AZ C     -   0.99993369  x   0.99990218  =   0.99983587
 CZ2213!UTM  12      -   0.99993369  x   0.99966498  =   0.99959869
 CZ2213
 CZ2213|---------------------------------------------------------------------|
 CZ2213| PID    Reference Object                     Distance      Geod. Az  |
 CZ2213|                                                           dddmmss.s |
 CZ2213| CH4758 AC 55 RM E                            8.830 METERS 08910     |
 CZ2213| CH4759 AC 55 RM S                            8.826 METERS 17914     |
 CZ2213| CZ2219 AB 55                               APPROX. 1.6 KM 2693543.4 |
 CZ2213|---------------------------------------------------------------------|
 CZ2213
 CZ2213                          SUPERSEDED SURVEY CONTROL
 CZ2213
 CZ2213  NAD 83(1986)-  32 43 09.14820(N)    111 46 28.84671(W) AD(       ) 1
 CZ2213  NAD 27      -  32 43 08.93582(N)    111 46 26.38989(W) AD(       ) 1
 CZ2213  NGVD 29 (07/19/86)  452.07   (m)         1483.2    (f) LEVELING    3  
 CZ2213
 CZ2213.Superseded values are not recommended for survey control.
 CZ2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2213.See file dsdata.txt to determine how the superseded data were derived.
 CZ2213
 CZ2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2740320424(NAD 83)
 CZ2213_MARKER: DD = SURVEY DISK
 CZ2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2213+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2213
 CZ2213  HISTORY     - Date     Condition        Report By
 CZ2213  HISTORY     - 1966     MONUMENTED       DMA
 CZ2213  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2213
 CZ2213                          STATION DESCRIPTION
 CZ2213
 CZ2213'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2213'T-8-S.  R-5-E.  IN LOT 12 OF SECTION 24
 CZ2213'
 CZ2213'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2213'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2213'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2213'GROUND.  THE MARK IS STAMPED AC 55 1966 ARMY MAP SERVICE.
 CZ2213'
 CZ2213'THE MARK IS LOCATED 70 FEET NORTH OF EAST-WEST FENCE AND 65
 CZ2213'FEET WEST OF TREE LINE.
 CZ2213'
 CZ2213'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2213'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2213'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.3 MILES TO A ROAD
 CZ2213'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 MILE TO A ROAD
 CZ2213'FORK.  TAKE RIGHT FORK AND GO SOUTH FOR 0.8 MILE TO A TRAIL
 CZ2213'LEFT.  TURN LEFT AND GO EAST (PASSING NORTH OF A FEW BUILDINGS
 CZ2213'AND SOUTH OF A CORRAL) FOR 0.25 MILE.  TURN LEFT AND GO
 CZ2213'NORTHEAST (PASSING THRU A DOUBLE GATE) FOR 0.1 MILE TO A FIELD
 CZ2213'CORNER.  TURN RIGHT AND GO EAST ON NORTH SIDE OF FENCE FOR 0.1
 CZ2213'MILE TO STATION SITE.
 CZ2213
 CZ2213                          STATION RECOVERY (2008)
 CZ2213
 CZ2213'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2215 ***********************************************************************
 CZ2215  DESIGNATION -  AC 56
 CZ2215  PID         -  CZ2215
 CZ2215  STATE/COUNTY-  AZ/PINAL
 CZ2215  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2215
 CZ2215                         *CURRENT SURVEY CONTROL
 CZ2215  ___________________________________________________________________
 CZ2215* NAD 83(1992)-  32 42 16.06441(N)    111 46 29.16865(W)     ADJUSTED  
 CZ2215* NAVD 88     -       454.76   (+/-2cm)    1492.0    (feet)  VERTCON   
 CZ2215  ___________________________________________________________________
 CZ2215  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2215  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2215  HORZ ORDER  -  FIRST
 CZ2215  VERT ORDER  -  THIRD ? (See Below)
 CZ2215
 CZ2215.The horizontal coordinates were established by classical geodetic methods
 CZ2215.and adjusted by the National Geodetic Survey in August 1993.
 CZ2215
 CZ2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2215.The vertical order pertains to the NGVD 29 superseded value.
 CZ2215
 CZ2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2215
 CZ2215.The geoid height was determined by GEOID03.
 CZ2215
 CZ2215;                    North         East     Units Scale Factor Converg.
 CZ2215;SPC AZ C     -   188,988.052   226,663.495   MT  0.99990218   +0 04 36.0
 CZ2215;SPC AZ C     -   620,039.54    743,646.64   iFT  0.99990218   +0 04 36.0
 CZ2215;UTM  12      - 3,618,789.671   427,383.044   MT  0.99966502   -0 25 07.1
 CZ2215
 CZ2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2215!SPC AZ C     -   0.99993336  x   0.99990218  =   0.99983555
 CZ2215!UTM  12      -   0.99993336  x   0.99966502  =   0.99959840
 CZ2215
 CZ2215|---------------------------------------------------------------------|
 CZ2215| PID    Reference Object                     Distance      Geod. Az  |
 CZ2215|                                                           dddmmss.s |
 CZ2215| CH4760 AC 56 RM E                            8.839 METERS 08850     |
 CZ2215| CH4761 AC 56 RM S                            8.841 METERS 17849     |
 CZ2215| CZ2226 AA 58X                              APPROX. 4.3 KM 2254425.1 |
 CZ2215|---------------------------------------------------------------------|
 CZ2215
 CZ2215                          SUPERSEDED SURVEY CONTROL
 CZ2215
 CZ2215  NAD 83(1986)-  32 42 16.05838(N)    111 46 29.16845(W) AD(       ) 1
 CZ2215  NAD 27      -  32 42 15.84425(N)    111 46 26.71309(W) AD(       ) 1
 CZ2215  NGVD 29 (07/19/86)  454.17   (m)         1490.1    (f) LEVELING    3  
 CZ2215
 CZ2215.Superseded values are not recommended for survey control.
 CZ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2215.See file dsdata.txt to determine how the superseded data were derived.
 CZ2215
 CZ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2738318790(NAD 83)
 CZ2215_MARKER: DD = SURVEY DISK
 CZ2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2215+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2215
 CZ2215  HISTORY     - Date     Condition        Report By
 CZ2215  HISTORY     - 1966     MONUMENTED       DMA
 CZ2215  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2215
 CZ2215                          STATION DESCRIPTION
 CZ2215
 CZ2215'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2215'T-8-S.  R-5-E.  IN SECTION 25 NEAR THE SOUTHWEST CORNER OF
 CZ2215'SECTION 19.
 CZ2215'
 CZ2215'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2215'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2215'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2215'MARK IS STAMPED--AC 56 1966 ARMY MAP SERVICE.
 CZ2215'
 CZ2215'THE STATION MARK IS LOCATED 61 FEET WEST OF THE NORTH-SOUTH
 CZ2215'FENCE.  75.3 FEET SOUTHWEST OF A SECTION CORNER.
 CZ2215'
 CZ2215'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2215'RESERVATION AND THE CHUICHU ROAD GO SOUTHWEST ON THE CHUICHU
 CZ2215'ROAD FOR 2.3 MILE TO A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 CZ2215'FOR 0.9 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO SOUTH
 CZ2215'(PASSING THRU THE VILLAGE OF SHOPISHK) FOR 1.3 MILE TO A TRAIL
 CZ2215'SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.55 MILE TO A TRAIL
 CZ2215'FORK.  TAKE LEFT AND GO EAST FOR 0.3 MILE TO A NORTH-SOUTH
 CZ2215'FENCE.  TURN RIGHT AND GO SOUTH ALONG FENCE FOR 400 FEET TO
 CZ2215'THE STATION SITE.
 CZ2215
 CZ2215                          STATION RECOVERY (2008)
 CZ2215
 CZ2215'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2216 ***********************************************************************
 CZ2216  DESIGNATION -  AC 57
 CZ2216  PID         -  CZ2216
 CZ2216  STATE/COUNTY-  AZ/PINAL
 CZ2216  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2216
 CZ2216                         *CURRENT SURVEY CONTROL
 CZ2216  ___________________________________________________________________
 CZ2216* NAD 83(1992)-  32 41 24.08649(N)    111 46 29.29035(W)     ADJUSTED  
 CZ2216* NAVD 88     -       457.01   (+/-2cm)    1499.4    (feet)  VERTCON   
 CZ2216  ___________________________________________________________________
 CZ2216  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2216  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2216  HORZ ORDER  -  FIRST
 CZ2216  VERT ORDER  -  THIRD ? (See Below)
 CZ2216
 CZ2216.The horizontal coordinates were established by classical geodetic methods
 CZ2216.and adjusted by the National Geodetic Survey in August 1993.
 CZ2216
 CZ2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2216.The vertical order pertains to the NGVD 29 superseded value.
 CZ2216
 CZ2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2216
 CZ2216.The geoid height was determined by GEOID03.
 CZ2216
 CZ2216;                    North         East     Units Scale Factor Converg.
 CZ2216;SPC AZ C     -   187,387.011   226,662.467   MT  0.99990218   +0 04 35.8
 CZ2216;SPC AZ C     -   614,786.78    743,643.26   iFT  0.99990218   +0 04 35.8
 CZ2216;UTM  12      - 3,617,189.078   427,368.182   MT  0.99966505   -0 25 06.5
 CZ2216
 CZ2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2216!SPC AZ C     -   0.99993301  x   0.99990218  =   0.99983519
 CZ2216!UTM  12      -   0.99993301  x   0.99966505  =   0.99959808
 CZ2216
 CZ2216|---------------------------------------------------------------------|
 CZ2216| PID    Reference Object                     Distance      Geod. Az  |
 CZ2216|                                                           dddmmss.s |
 CZ2216| CH4762 AC 57 RM E                            8.837 METERS 08858     |
 CZ2216| CH4763 AC 57 RM S                            8.841 METERS 17853     |
 CZ2216| CZ2226 AA 58X                              APPROX. 3.4 KM 2454226.8 |
 CZ2216|---------------------------------------------------------------------|
 CZ2216
 CZ2216                          SUPERSEDED SURVEY CONTROL
 CZ2216
 CZ2216  NAD 83(1986)-  32 41 24.08046(N)    111 46 29.29001(W) AD(       ) 1
 CZ2216  NAD 27      -  32 41 23.86447(N)    111 46 26.83627(W) AD(       ) 1
 CZ2216  NGVD 29 (07/19/86)  456.42   (m)         1497.4    (f) LEVELING    3  
 CZ2216
 CZ2216.Superseded values are not recommended for survey control.
 CZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2216.See file dsdata.txt to determine how the superseded data were derived.
 CZ2216
 CZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2736817189(NAD 83)
 CZ2216_MARKER: DD = SURVEY DISK
 CZ2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2216+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2216
 CZ2216  HISTORY     - Date     Condition        Report By
 CZ2216  HISTORY     - 1966     MONUMENTED       DMA
 CZ2216  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2216
 CZ2216                          STATION DESCRIPTION
 CZ2216
 CZ2216'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2216'T-8-S.  R-5-E.  IN SECTION 36 ABOUT 0.4 MILE SOUTH OF NORTHEAST
 CZ2216'CORNER.
 CZ2216'
 CZ2216'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2216'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2216'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2216'MARK IS STAMPED--AC 57 1966 ARMY MAP SERVICE.
 CZ2216'
 CZ2216'THE STATION MARK IS LOCATED 49 FEET WEST OF NORTH-SOUTH
 CZ2216'FENCE.  50 FEET NORTH OF ASSUMED SECTION LINE EAST.
 CZ2216'
 CZ2216'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2216'RESERVATION AND THE CHUICHU ROAD GO SOUTHWEST ON THE CHUICHU
 CZ2216'ROAD FOR 2.3 MILES TO A ROAD SOUTHEAST TURN LEFT AND GO
 CZ2216'SOUTHEAST FOR 0.9 MILE TO A ROAD FORK, TAKE THE RIGHT FORK
 CZ2216'AND GO SOUTH (PASSING THRU THE VILLAGE OF SHOPISHK) FOR 1.3 MILE
 CZ2216'TO A TRAIL SOUTHEAST, TURN LEFT AND GO SOUTHEAST FOR 0.55 MILE
 CZ2216'TO A TRAIL FORK, TAKE LEFT FORK AND GO EAST FOR 0.3 MILE TO A
 CZ2216'NORTH-SOUTH FENCE, TURN RIGHT AND GO SOUTH CROSS COUNTRY
 CZ2216'PARALLELING A NORTH-SOUTH FENCE FOR 1.0 MILE TO THE STATION
 CZ2216'SITE.
 CZ2216
 CZ2216                          STATION RECOVERY (2008)
 CZ2216
 CZ2216'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2212 ***********************************************************************
 CZ2212  DESIGNATION -  AC 58
 CZ2212  PID         -  CZ2212
 CZ2212  STATE/COUNTY-  AZ/PINAL
 CZ2212  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2212
 CZ2212                         *CURRENT SURVEY CONTROL
 CZ2212  ___________________________________________________________________
 CZ2212* NAD 83(1992)-  32 40 30.80118(N)    111 46 28.43524(W)     ADJUSTED  
 CZ2212* NAVD 88     -       461.93   (+/-2cm)    1515.5    (feet)  VERTCON   
 CZ2212  ___________________________________________________________________
 CZ2212  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CZ2212  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2212  HORZ ORDER  -  FIRST
 CZ2212  VERT ORDER  -  THIRD ? (See Below)
 CZ2212
 CZ2212.The horizontal coordinates were established by classical geodetic methods
 CZ2212.and adjusted by the National Geodetic Survey in August 1993.
 CZ2212
 CZ2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2212.The vertical order pertains to the NGVD 29 superseded value.
 CZ2212
 CZ2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2212
 CZ2212.The geoid height was determined by GEOID03.
 CZ2212
 CZ2212;                    North         East     Units Scale Factor Converg.
 CZ2212;SPC AZ C     -   185,745.736   226,686.939   MT  0.99990219   +0 04 36.2
 CZ2212;SPC AZ C     -   609,402.02    743,723.55   iFT  0.99990219   +0 04 36.2
 CZ2212;UTM  12      - 3,615,548.043   427,378.471   MT  0.99966503   -0 25 05.5
 CZ2212
 CZ2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2212!SPC AZ C     -   0.99993223  x   0.99990219  =   0.99983443
 CZ2212!UTM  12      -   0.99993223  x   0.99966503  =   0.99959729
 CZ2212
 CZ2212|---------------------------------------------------------------------|
 CZ2212| PID    Reference Object                     Distance      Geod. Az  |
 CZ2212|                                                           dddmmss.s |
 CZ2212| CH4764 AC 58 RM E                            8.833 METERS 08845     |
 CZ2212| CH4765 AC 58 RM S                            8.829 METERS 17842     |
 CZ2212| CZ2226 AA 58X                              APPROX. 3.1 KM 2745239.9 |
 CZ2212|---------------------------------------------------------------------|
 CZ2212
 CZ2212                          SUPERSEDED SURVEY CONTROL
 CZ2212
 CZ2212  NAD 83(1986)-  32 40 30.79513(N)    111 46 28.43477(W) AD(       ) 1
 CZ2212  NAD 27      -  32 40 30.57752(N)    111 46 25.98255(W) AD(       ) 1
 CZ2212  NGVD 29 (07/19/86)  461.35   (m)         1513.6    (f) LEVELING    3  
 CZ2212
 CZ2212.Superseded values are not recommended for survey control.
 CZ2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2212.See file dsdata.txt to determine how the superseded data were derived.
 CZ2212
 CZ2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2737815548(NAD 83)
 CZ2212_MARKER: DD = SURVEY DISK
 CZ2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2212
 CZ2212  HISTORY     - Date     Condition        Report By
 CZ2212  HISTORY     - 1966     MONUMENTED       DMA
 CZ2212  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2212
 CZ2212                          STATION DESCRIPTION
 CZ2212
 CZ2212'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2212'T-9-S.  R-6-E.  IN SECTION 5 NEAR THE NORTHWEST CORNER.
 CZ2212'
 CZ2212'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2212'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2212'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2212'MARK IS STAMPED--AC 58 1966 ARMY MAP SERVICE.
 CZ2212'
 CZ2212'THE STATION MARK IS LOCATED IN THE INTERSECTING CENTERLINES
 CZ2212'OF EAST-WEST TRAIL AND TRAIL SOUTH.  100.0 FEET SOUTH-SOUTHEAST
 CZ2212'OF THE SECTION CORNER.  APPROXIMATELY 300 FEET EAST OF THE
 CZ2212'NORTH-SOUTH SECTION LINE.  APPROXIMATELY 80 FEET SOUTH OF THE
 CZ2212'EAST-WEST SECTION LINE.
 CZ2212'
 CZ2212'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2212'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2212'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2212'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2212'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2212'VILLAGE OF CHUICHU) TO A T ROAD SOUTHWEST.  TURN LEFT AND GO
 CZ2212'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CZ2212'EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2212'2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0
 CZ2212'MILES TO A EAST-WEST FENCE AND A CROSSROAD.  TURN RIGHT AND GO
 CZ2212'WEST FOR (ON TRAIL) 1.0 MILE TO A SECTION CORNER AND THE
 CZ2212'STATION SITE.
 CZ2212
 CZ2212                          STATION RECOVERY (2008)
 CZ2212
 CZ2212'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2212'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2212'MARK. A PIECE OF THE MONUMENT THAT HELD THE DISK WAS FOUND NEARBY. A
 CZ2212'CREOSOTE BUSH IS GROWING AT THE CENTER OF THE INNER CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2217 ***********************************************************************
 CZ2217  DESIGNATION -  AC 59
 CZ2217  PID         -  CZ2217
 CZ2217  STATE/COUNTY-  AZ/PINAL
 CZ2217  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2217
 CZ2217                         *CURRENT SURVEY CONTROL
 CZ2217  ___________________________________________________________________
 CZ2217* NAD 83(1992)-  32 39 41.98350(N)    111 46 31.09480(W)     ADJUSTED  
 CZ2217* NAVD 88     -       476.54   (+/-2cm)    1563.4    (feet)  VERTCON   
 CZ2217  ___________________________________________________________________
 CZ2217  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2217  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2217  HORZ ORDER  -  FIRST
 CZ2217  VERT ORDER  -  THIRD ? (See Below)
 CZ2217
 CZ2217.The horizontal coordinates were established by classical geodetic methods
 CZ2217.and adjusted by the National Geodetic Survey in August 1993.
 CZ2217
 CZ2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2217.The vertical order pertains to the NGVD 29 superseded value.
 CZ2217
 CZ2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2217
 CZ2217.The geoid height was determined by GEOID03.
 CZ2217
 CZ2217;                    North         East     Units Scale Factor Converg.
 CZ2217;SPC AZ C     -   184,241.956   226,619.656   MT  0.99990217   +0 04 34.6
 CZ2217;SPC AZ C     -   604,468.36    743,502.81   iFT  0.99990217   +0 04 34.6
 CZ2217;UTM  12      - 3,614,045.256   427,298.223   MT  0.99966517   -0 25 06.4
 CZ2217
 CZ2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2217!SPC AZ C     -   0.99992994  x   0.99990217  =   0.99983212
 CZ2217!UTM  12      -   0.99992994  x   0.99966517  =   0.99959513
 CZ2217
 CZ2217|---------------------------------------------------------------------|
 CZ2217| PID    Reference Object                     Distance      Geod. Az  |
 CZ2217|                                                           dddmmss.s |
 CZ2217| CH4766 AC 59 RM E                            8.835 METERS 08927     |
 CZ2217| CH4767 AC 59 RM S                            8.819 METERS 17925     |
 CZ2217| CZ2226 AA 58X                              APPROX. 3.5 KM 3002526.3 |
 CZ2217|---------------------------------------------------------------------|
 CZ2217
 CZ2217                          SUPERSEDED SURVEY CONTROL
 CZ2217
 CZ2217  NAD 83(1986)-  32 39 41.97744(N)    111 46 31.09422(W) AD(       ) 1
 CZ2217  NAD 27      -  32 39 41.75848(N)    111 46 28.64310(W) AD(       ) 1
 CZ2217  NGVD 29 (07/19/86)  475.96   (m)         1561.5    (f) LEVELING    3  
 CZ2217
 CZ2217.Superseded values are not recommended for survey control.
 CZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2217.See file dsdata.txt to determine how the superseded data were derived.
 CZ2217
 CZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2729814045(NAD 83)
 CZ2217_MARKER: DD = SURVEY DISK
 CZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2217+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2009
 CZ2217
 CZ2217  HISTORY     - Date     Condition        Report By
 CZ2217  HISTORY     - 1966     MONUMENTED       DMA
 CZ2217  HISTORY     - 20090124 GOOD             GEOCAC
 CZ2217
 CZ2217                          STATION DESCRIPTION
 CZ2217
 CZ2217'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2217'T-9-S.  R-6-E.  IN SECTION 8 ABOUT 0.35 MILE SOUTH OF
 CZ2217'NORTHWEST CORNER.
 CZ2217'
 CZ2217'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2217'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2217'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2217'GROUND.  THE MARK IS STAMPED--AC 59 1966 ARMY MAP SERVICE.
 CZ2217'
 CZ2217'THE STATION MARK IS LOCATED 29 FEET NORTH OF
 CZ2217'EAST-SOUTHEAST - WEST-NORTHWEST JEEP TRAIL.  ABOUT 50 FEET EAST
 CZ2217'OF THE NORTH-SOUTH SECTION LINE.
 CZ2217'
 CZ2217'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2217'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2217'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2217'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2217'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2217'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2217'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CZ2217'EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2217'2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0
 CZ2217'MILES TO A EAST-WEST FENCE AND A CROSSROAD.  TURN RIGHT AND
 CZ2217'GO WEST FOR 1.0 MILE TO A SECTION CORNER AND BLADED TRAIL.  GO
 CZ2217'DUE SOUTH ON BLADED TRAIL FOR 1.0 MILE TO THE STATION SITE.
 CZ2217'(JUST NORTH OF A DIM EAST-SOUTHEAST - WEST-NORTHWEST TRAIL.)
 CZ2217
 CZ2217                          STATION RECOVERY (2009)
 CZ2217
 CZ2217'RECOVERY NOTE BY GEOCACHING 2009 (ACM)
 CZ2217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0353 ***********************************************************************
 DT0353  DESIGNATION -  ACC 5
 DT0353  PID         -  DT0353
 DT0353  STATE/COUNTY-  AZ/GREENLEE
 DT0353  USGS QUAD   -  CLIFTON (1989)
 DT0353
 DT0353                         *CURRENT SURVEY CONTROL
 DT0353  ___________________________________________________________________
 DT0353* NAD 83(1986)-  33 03 21.     (N)    109 17 54.     (W)     SCALED    
 DT0353* NAVD 88     -      1057.731  (meters)    3470.24   (feet)  ADJUSTED  
 DT0353  ___________________________________________________________________
 DT0353  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DT0353  DYNAMIC HT  -        1056.237 (meters)    3465.34  (feet)  COMP
 DT0353  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 DT0353
 DT0353  VERT ORDER  -  SECOND    CLASS 0
 DT0353
 DT0353.The horizontal coordinates were scaled from a topographic map and have
 DT0353.an estimated accuracy of +/- 6 seconds.
 DT0353
 DT0353.The orthometric height was determined by differential leveling
 DT0353.and adjusted in June 1991.
 DT0353
 DT0353.The geoid height was determined by GEOID03.
 DT0353
 DT0353.The dynamic height is computed by dividing the NAVD 88
 DT0353.geopotential number by the normal gravity value computed on the
 DT0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0353.degrees latitude (g = 980.6199 gals.).
 DT0353
 DT0353.The modeled gravity was interpolated from observed gravity values.
 DT0353
 DT0353;                    North         East    Units  Estimated Accuracy
 DT0353;SPC AZ E     -   228,280.      294,450.      MT  (+/- 180 meters Scaled)
 DT0353
 DT0353                          SUPERSEDED SURVEY CONTROL
 DT0353
 DT0353  NGVD 29 (??/??/92) 1057.01   (m)         3467.9    (f) COMPUTED    2 0
 DT0353
 DT0353.Superseded values are not recommended for survey control.
 DT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0353.See file dsdata.txt to determine how the superseded data were derived.
 DT0353
 DT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB588587(NAD 83)
 DT0353_MARKER: DD = SURVEY DISK
 DT0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0353_SP_SET: ABUTMENT
 DT0353_STAMPING: A.C.-CO 5 E13468.571
 DT0353_MARK LOGO: AZ-011
 DT0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0353+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 DT0353
 DT0353  HISTORY     - Date     Condition        Report By
 DT0353  HISTORY     - UNK      MONUMENTED       LOCENG
 DT0353  HISTORY     - 1934     GOOD             CGS
 DT0353  HISTORY     - 20070411 GOOD             INDIV
 DT0353
 DT0353                          STATION DESCRIPTION
 DT0353
 DT0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0353'IN CLIFTON.
 DT0353'ABOUT 100 YDS NORTH OF THE POST OFFICE, 66 YDS SOUTHEAST OF THE STATE
 DT0353'HIGHWAY NO. 71, 18 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD ACROSS
 DT0353'THE BRIDGE.  SET IN THE SOUTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE
 DT0353'ACROSS THE SAN FRANCISCO RIVER.
 DT0353
 DT0353                          STATION RECOVERY (2007)
 DT0353
 DT0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TDA)
 DT0353'FOUND IN GOOD CONDITION AT NORTHWESTERLY CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0417 ***********************************************************************
 GQ0417  DESIGNATION -  ACEE
 GQ0417  PID         -  GQ0417
 GQ0417  STATE/COUNTY-  AZ/MOHAVE
 GQ0417  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0417
 GQ0417                         *CURRENT SURVEY CONTROL
 GQ0417  ___________________________________________________________________
 GQ0417* NAD 83(1992)-  36 54 43.59456(N)    113 49 06.39657(W)     ADJUSTED  
 GQ0417* NAVD 88     -      1055.0    (meters)    3461.     (feet)  VERTCON   
 GQ0417  ___________________________________________________________________
 GQ0417  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 GQ0417  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 GQ0417  HORZ ORDER  -  SECOND
 GQ0417
 GQ0417.The horizontal coordinates were established by classical geodetic methods
 GQ0417.and adjusted by the National Geodetic Survey in August 1993.
 GQ0417
 GQ0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0417
 GQ0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0417
 GQ0417.The geoid height was determined by GEOID03.
 GQ0417
 GQ0417;                    North         East     Units Scale Factor Converg.
 GQ0417;SPC AZ W     -   655,741.323   207,261.132   MT  0.99993379   -0 02 28.0
 GQ0417;SPC AZ W     - 2,151,382.29    679,990.59   iFT  0.99993379   -0 02 28.0
 GQ0417;SPC UT S     - 3,029,801.605   293,401.681   MT  1.00006616   -1 25 13.7
 GQ0417;UTM  12      - 4,088,833.265   248,909.180   MT  1.00037676   -1 41 37.0
 GQ0417
 GQ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0417!SPC AZ W     -   0.99983839  x   0.99993379  =   0.99977220
 GQ0417!SPC UT S     -   0.99983839  x   1.00006616  =   0.99990454
 GQ0417!UTM  12      -   0.99983839  x   1.00037676  =   1.00021509
 GQ0417
 GQ0417:                Primary Azimuth Mark                     Grid Az
 GQ0417:SPC AZ W     -  T41N R14W SECS 28 33 1/4 COR             001 32 21.7
 GQ0417:SPC UT S     -  T41N R14W SECS 28 33 1/4 COR             002 55 07.4
 GQ0417:UTM  12      -  T41N R14W SECS 28 33 1/4 COR             003 11 30.7
 GQ0417
 GQ0417|---------------------------------------------------------------------|
 GQ0417| PID    Reference Object                     Distance      Geod. Az  |
 GQ0417|                                                           dddmmss.s |
 GQ0417| CH2338 T41N R14W SECS 28 33 1/4 COR                       0012953.7 |
 GQ0417| CH2177 ACEE RM 1                             9.248 METERS 12519     |
 GQ0417| CH2178 ACEE RM 2                             6.375 METERS 31535     |
 GQ0417|---------------------------------------------------------------------|
 GQ0417
 GQ0417                          SUPERSEDED SURVEY CONTROL
 GQ0417
 GQ0417  NAD 83(1986)-  36 54 43.59116(N)    113 49 06.39501(W) AD(       ) 2
 GQ0417  NAD 27      -  36 54 43.66470(N)    113 49 03.53090(W) AD(       ) 2
 GQ0417  NGVD 29 (07/19/86) 1054.2    (m)         3459.     (f) VERT ANG    3  
 GQ0417
 GQ0417.Superseded values are not recommended for survey control.
 GQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0417.See file dsdata.txt to determine how the superseded data were derived.
 GQ0417
 GQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4890988833(NAD 83)
 GQ0417_MARKER: DE = TRAVERSE STATION DISK
 GQ0417_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0417
 GQ0417  HISTORY     - Date     Condition        Report By
 GQ0417  HISTORY     - 1962     MONUMENTED       CGS
 GQ0417
 GQ0417                          STATION DESCRIPTION
 GQ0417
 GQ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0417'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF LITTLEFIELD,
 GQ0417'ABOUT 3/4 MILE SOUTHEAST OF THE VIRGIN RIVER, ABOUT 2 MILES
 GQ0417'EAST OF POINT WHERE THE VIRGIN RIVER GOES THROUGH THE NARROWS AND
 GQ0417'IS ON A SMALL KNOLL ABOUT HALF WAY UP ON THE NORTH SLOPE OF
 GQ0417'A HIGHER MOUNTAIN TO THE SOUTH.
 GQ0417'
 GQ0417'TO REACH THE STATION FROM BEAVER DAM LODGE, JUST NORTH OF
 GQ0417'LITTLEFIELD, GO NORTHERLY ON U.S. HIGHWAY 91 FOR 5.1 MILES TO
 GQ0417'A SIDE ROAD RIGHT, TURN RIGHT, GO EASTERLY ON THE MAIN GRADED
 GQ0417'ROAD FOR 8.35 MILES TO THE END OF THE ROAD AND A CORRAL AND
 GQ0417'LOADING SHUTE.  TAKE HORSES AND PACK SOUTHERLY FROM THE CORRAL
 GQ0417'AND FOLLOW TRAIL DOWN THROUGH CANYON AND OVER SEVERAL
 GQ0417'SMALL RIDGES FOR ABOUT 2 MILES TO THE VIRGIN RIVER, BEAR RIGHT
 GQ0417'AND GO NORTHWESTERLY UP DRAW AND AROUND THE NORTH SIDE OF A
 GQ0417'HIGH BUTTE, CONTINUE AROUND TO THE SOUTHWEST SIDE OF BUTTE AND
 GQ0417'FENCE, PASS THROUGH FENCE AND FOLLOW TRAIL SOUTHEASTERLY
 GQ0417'TO THE VIRGIN RIVER, CROSS RIVER, GO SOUTHWESTERLY OVER A
 GQ0417'SMALL SADDLE AND HILL TO A WASH, FOLLOW THIS WASH SOUTHERLY
 GQ0417'ABOUT 1-1/2 MILES TO SMALL ROLLING HILLS ON RIGHT, BEAR
 GQ0417'RIGHT, GO SOUTHWEST TO TOP OF ROLLING HILLS, BEAR LEFT AND
 GQ0417'FOLLOW ALONG TOP OF RIDGE SOUTH, THENCE SOUTHWEST TO THE
 GQ0417'BASE OF A STEEP HILL AND END OF HORSE PACK.  FROM THIS
 GQ0417'POINT BACK PACK UP STEEP HILL TO THE SOUTHWEST AND THE
 GQ0417'AZIMUTH MARK (GLO) IS ABOUT 100 YARDS TO THE WEST OF
 GQ0417'THIS HIGH HILL.  CONTINUE PACKING SOUTHERLY OVER SEVERAL SMALL
 GQ0417'HILLS TO THE STATION, ABOUT 1-1/2 HOUR BACK PACK AND ABOUT 4
 GQ0417'1/2 HOUR HORSE PACK.
 GQ0417'
 GQ0417'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 GQ0417'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 GQ0417'GROUND AND IS STAMPED ACEE 1962.  THE MARK IS SET IN THE
 GQ0417'APPROXIMATE CENTER OF KNOLL.
 GQ0417'
 GQ0417'R.M. 1, IS A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 GQ0417'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 GQ0417'GROUND AND IS STAMPED ACEE NO 1 1962.
 GQ0417'
 GQ0417'R.M. NO. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 GQ0417'IN OUTCROPPING BEDROCK AND IS STAMPED ACEE NO 2 1962.
 GQ0417'
 GQ0417'GLO (AZIMUTH MARK), IS GENERAL LAND OFFICE SURVEY MARK, A 1-1/2
 GQ0417'INCH PIPE WITH A 2-1/4 INCH BRONZE CAP ON TOP, PROJECTS ABOUT
 GQ0417'18 INCHES AND IS STAMPED 1/4 S28 S33 1921.
 GQ0417'
 GQ0417'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2271 ***********************************************************************
 CZ2271  DESIGNATION -  AD 43
 CZ2271  PID         -  CZ2271
 CZ2271  STATE/COUNTY-  AZ/PINAL
 CZ2271  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2271
 CZ2271                         *CURRENT SURVEY CONTROL
 CZ2271  ___________________________________________________________________
 CZ2271* NAD 83(1992)-  32 53 43.82777(N)    111 45 31.18167(W)     ADJUSTED  
 CZ2271* NAVD 88     -       424.28   (+/-2cm)    1392.0    (feet)  VERTCON   
 CZ2271  ___________________________________________________________________
 CZ2271  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ2271  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2271  HORZ ORDER  -  FIRST
 CZ2271  VERT ORDER  -  THIRD ? (See Below)
 CZ2271
 CZ2271.The horizontal coordinates were established by classical geodetic methods
 CZ2271.and adjusted by the National Geodetic Survey in August 1993.
 CZ2271
 CZ2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2271.The vertical order pertains to the NGVD 29 superseded value.
 CZ2271
 CZ2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2271
 CZ2271.The geoid height was determined by GEOID03.
 CZ2271
 CZ2271;                    North         East     Units Scale Factor Converg.
 CZ2271;SPC AZ C     -   210,175.208   228,141.994   MT  0.99990269   +0 05 08.9
 CZ2271;SPC AZ C     -   689,551.21    748,497.36   iFT  0.99990269   +0 05 08.9
 CZ2271;UTM  12      - 3,639,958.158   429,044.718   MT  0.99966208   -0 24 43.4
 CZ2271
 CZ2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2271!SPC AZ C     -   0.99993812  x   0.99990269  =   0.99984082
 CZ2271!UTM  12      -   0.99993812  x   0.99966208  =   0.99960022
 CZ2271
 CZ2271|---------------------------------------------------------------------|
 CZ2271| PID    Reference Object                     Distance      Geod. Az  |
 CZ2271|                                                           dddmmss.s |
 CZ2271| CH4768 AD 43 RM E                            8.831 METERS 08900     |
 CZ2271| CZ2047 CASA GRANDE 2                       APPROX. 9.4 KM 1530437.5 |
 CZ2271| CH4769 AD 43 RM S                            8.835 METERS 17858     |
 CZ2271|---------------------------------------------------------------------|
 CZ2271
 CZ2271                          SUPERSEDED SURVEY CONTROL
 CZ2271
 CZ2271  NAD 83(1986)-  32 53 43.82186(N)    111 45 31.18311(W) AD(       ) 1
 CZ2271  NAD 27      -  32 53 43.62646(N)    111 45 28.71183(W) AD(       ) 1
 CZ2271  NGVD 29 (07/19/86)  423.68   (m)         1390.0    (f) LEVELING    3  
 CZ2271
 CZ2271.Superseded values are not recommended for survey control.
 CZ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2271.See file dsdata.txt to determine how the superseded data were derived.
 CZ2271
 CZ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2904539958(NAD 83)
 CZ2271_MARKER: DD = SURVEY DISK
 CZ2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2271
 CZ2271  HISTORY     - Date     Condition        Report By
 CZ2271  HISTORY     - 1967     MONUMENTED       DMA
 CZ2271  HISTORY     - 19980314 GOOD             USPSQD
 CZ2271  HISTORY     - 20061106 MARK NOT FOUND   GEOCAC
 CZ2271
 CZ2271                          STATION DESCRIPTION
 CZ2271
 CZ2271'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2271'T-6-S.  R-6-E.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2271'
 CZ2271'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2271'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2271'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2271'MARK IS STAMPED--AD 43 1967 ARMY MAP SERVICE.
 CZ2271'
 CZ2271'THE STATION MARK IS LOCATED 40 FEET WEST OF A CHAIN LINK WIRE
 CZ2271'FENCE.  420 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2271'HIGHWAY.  499 FEET NORTH OF THE CENTERLINE OF EAST-WEST PAVED
 CZ2271'ROAD.
 CZ2271'
 CZ2271'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2271'GRANDE, ARIZONA GO NORTH ON 93 (PINAL AVE.) FOR 1.0 MILE TO A
 CZ2271'CROSSROAD AND THE STATION SITE.
 CZ2271
 CZ2271                          STATION RECOVERY (1998)
 CZ2271
 CZ2271'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2271'RECOVERED IN GOOD CONDITION.
 CZ2271
 CZ2271                          STATION RECOVERY (2006)
 CZ2271
 CZ2271'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2271'MARK NOT RECOVERED. THE MARK APPEARS TO BE IN THE MIDDLE OF A ROAD
 CZ2271'INSIDE THE COTTONWOOD COVE MOBILE HOME PARK. APPARENTLY THE ROAD HAS
 CZ2271'BEEN RE-PAVED SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2270 ***********************************************************************
 CZ2270  DESIGNATION -  AD 44
 CZ2270  PID         -  CZ2270
 CZ2270  STATE/COUNTY-  AZ/PINAL
 CZ2270  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2270
 CZ2270                         *CURRENT SURVEY CONTROL
 CZ2270  ___________________________________________________________________
 CZ2270* NAD 83(1992)-  32 52 46.19293(N)    111 45 26.78352(W)     ADJUSTED  
 CZ2270* NAVD 88     -       425.34   (+/-2cm)    1395.5    (feet)  VERTCON   
 CZ2270  ___________________________________________________________________
 CZ2270  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ2270  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2270  HORZ ORDER  -  FIRST
 CZ2270  VERT ORDER  -  THIRD ? (See Below)
 CZ2270
 CZ2270.The horizontal coordinates were established by classical geodetic methods
 CZ2270.and adjusted by the National Geodetic Survey in August 1993.
 CZ2270
 CZ2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2270.The vertical order pertains to the NGVD 29 superseded value.
 CZ2270
 CZ2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2270
 CZ2270.The geoid height was determined by GEOID03.
 CZ2270
 CZ2270;                    North         East     Units Scale Factor Converg.
 CZ2270;SPC AZ C     -   208,400.042   228,258.969   MT  0.99990274   +0 05 11.2
 CZ2270;SPC AZ C     -   683,727.17    748,881.13   iFT  0.99990274   +0 05 11.2
 CZ2270;UTM  12      - 3,638,182.471   429,146.242   MT  0.99966190   -0 24 40.4
 CZ2270
 CZ2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2270!SPC AZ C     -   0.99993796  x   0.99990274  =   0.99984070
 CZ2270!UTM  12      -   0.99993796  x   0.99966190  =   0.99959988
 CZ2270
 CZ2270:                Primary Azimuth Mark                     Grid Az
 CZ2270:SPC AZ C     -  AE 44                                    089 35 33.8
 CZ2270:UTM  12      -  AE 44                                    090 05 25.4
 CZ2270
 CZ2270|---------------------------------------------------------------------|
 CZ2270| PID    Reference Object                     Distance      Geod. Az  |
 CZ2270|                                                           dddmmss.s |
 CZ2270| CZ2132 AE 44                               APPROX. 1.6 KM 0894045.0 |
 CZ2270|---------------------------------------------------------------------|
 CZ2270
 CZ2270                          SUPERSEDED SURVEY CONTROL
 CZ2270
 CZ2270  NAD 83(1986)-  32 52 46.18703(N)    111 45 26.78482(W) AD(       ) 1
 CZ2270  NAD 27      -  32 52 45.98994(N)    111 45 24.31522(W) AD(       ) 1
 CZ2270  NGVD 29 (07/19/86)  424.75   (m)         1393.5    (f) LEVELING    3  
 CZ2270
 CZ2270.Superseded values are not recommended for survey control.
 CZ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2270.See file dsdata.txt to determine how the superseded data were derived.
 CZ2270
 CZ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2914638182(NAD 83)
 CZ2270_MARKER: DD = SURVEY DISK
 CZ2270_SETTING: 0 = UNSPECIFIED SETTING
 CZ2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2270
 CZ2270  HISTORY     - Date     Condition        Report By
 CZ2270  HISTORY     - 1967     MONUMENTED       DMA
 CZ2270
 CZ2270                          STATION DESCRIPTION
 CZ2270
 CZ2270'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2270'T-6-S.  R-6-E.  IN SECTION 19 NEAR THE SOUTHEAST CORNER.
 CZ2270'
 CZ2270'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK SET
 CZ2270'FLUSH IN CONCRETE PORTION OF PAVEMENT.  THE MARK IS STAMPED--AD
 CZ2270'44 1967 ARMY MAP SERVICE.
 CZ2270'
 CZ2270'NOTE--IN DECEMBER OF 1968 ROAD RE-SURFACED AND MARK IS 0.2
 CZ2270'BELOW THE SURFACE OF PAVEMENT.
 CZ2270'
 CZ2270'THE STATION MARK IS LOCATED 11.1 FEET NORTHWEST OF THE
 CZ2270'NORTH-NORTHEAST END OF TRIANGLE ISLAND.  27.25 FEET NORTHEAST
 CZ2270'OF THE WEST END OF TRIANGLE ISLAND.  21.65 FEET NORTH-NORTHEAST OF
 CZ2270'A DO NOT ENTER SIGN.  39.215 FEET WEST-NORTHWEST OF SECTION
 CZ2270'CORNER (61 A.H.D.).
 CZ2270'
 CZ2270'THE STATION MARK IS LOCATED AT THE JUNCTION OF STATE ROUTES
 CZ2270'84 AND 93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2295 ***********************************************************************
 CZ2295  DESIGNATION -  AD 45
 CZ2295  PID         -  CZ2295
 CZ2295  STATE/COUNTY-  AZ/PINAL
 CZ2295  USGS QUAD   -  CHUICHU (1992)
 CZ2295
 CZ2295                         *CURRENT SURVEY CONTROL
 CZ2295  ___________________________________________________________________
 CZ2295* NAD 83(1992)-  32 51 52.91749(N)    111 45 25.47154(W)     ADJUSTED  
 CZ2295* NAVD 88     -       427.62   (+/-2cm)    1402.9    (feet)  VERTCON   
 CZ2295  ___________________________________________________________________
 CZ2295  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CZ2295  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2295  HORZ ORDER  -  FIRST
 CZ2295  VERT ORDER  -  THIRD ? (See Below)
 CZ2295
 CZ2295.The horizontal coordinates were established by classical geodetic methods
 CZ2295.and adjusted by the National Geodetic Survey in August 1993.
 CZ2295
 CZ2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2295.The vertical order pertains to the NGVD 29 superseded value.
 CZ2295
 CZ2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2295
 CZ2295.The geoid height was determined by GEOID03.
 CZ2295
 CZ2295;                    North         East     Units Scale Factor Converg.
 CZ2295;SPC AZ C     -   206,759.043   228,295.551   MT  0.99990275   +0 05 11.8
 CZ2295;SPC AZ C     -   678,343.32    749,001.15   iFT  0.99990275   +0 05 11.8
 CZ2295;UTM  12      - 3,636,541.611   429,168.567   MT  0.99966186   -0 24 39.1
 CZ2295
 CZ2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2295!SPC AZ C     -   0.99993760  x   0.99990275  =   0.99984036
 CZ2295!UTM  12      -   0.99993760  x   0.99966186  =   0.99959948
 CZ2295
 CZ2295|---------------------------------------------------------------------|
 CZ2295| PID    Reference Object                     Distance      Geod. Az  |
 CZ2295|                                                           dddmmss.s |
 CZ2295| CH4770 AD 45 RM E                            8.831 METERS 08913     |
 CZ2295| CZ1012 AE 45                               APPROX. 1.6 KM 0903142.5 |
 CZ2295| CH4771 AD 45 RM S                            8.826 METERS 17913     |
 CZ2295|---------------------------------------------------------------------|
 CZ2295
 CZ2295                          SUPERSEDED SURVEY CONTROL
 CZ2295
 CZ2295  NAD 83(1986)-  32 51 52.91161(N)    111 45 25.47272(W) AD(       ) 1
 CZ2295  NAD 27      -  32 51 52.71313(N)    111 45 23.00444(W) AD(       ) 1
 CZ2295  NGVD 29 (07/19/86)  427.03   (m)         1401.0    (f) LEVELING    3  
 CZ2295
 CZ2295.Superseded values are not recommended for survey control.
 CZ2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2295.See file dsdata.txt to determine how the superseded data were derived.
 CZ2295
 CZ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2916936542(NAD 83)
 CZ2295_MARKER: DD = SURVEY DISK
 CZ2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2295_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2295
 CZ2295  HISTORY     - Date     Condition        Report By
 CZ2295  HISTORY     - 1967     MONUMENTED       DMA
 CZ2295  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2295  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2295
 CZ2295                          STATION DESCRIPTION
 CZ2295
 CZ2295'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2295'T-6-S.  R-6-E.  IN SECTION 32 NEAR THE NORTHWEST CORNER.
 CZ2295'
 CZ2295'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2295'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2295'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2295'GROUND.  THE MARK IS STAMPED--AD 45 1967 ARMY MAP SERVICE.
 CZ2295'
 CZ2295'THE STATION MARK IS LOCATED 53 FEET EAST OF NORTH-SOUTH
 CZ2295'FENCE.  44 FEET SOUTH OF THE EAST-WEST FENCE.  68 FEET EAST OF
 CZ2295'THE NORTH-SOUTH POWERLINE.  45 FEET SOUTH OF THE EAST-WEST
 CZ2295'POWERLINE.  92 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2295'ROAD.  73 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2295'
 CZ2295'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2295'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A
 CZ2295'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST ON
 CZ2295'FLORENCE STREET FOR 0.4 MILE TO A CROSSROAD (CHUICHU ROAD).  TURN
 CZ2295'LEFT AND GO SOUTH ON CHUICHU ROAD FOR 0.5 MILE TO A CROSSROAD
 CZ2295'(PETERS ROAD) AND THE STATION SITE.
 CZ2295
 CZ2295                          STATION RECOVERY (1998)
 CZ2295
 CZ2295'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2295'MARK NOT FOUND.
 CZ2295
 CZ2295                          STATION RECOVERY (2007)
 CZ2295
 CZ2295'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2295'THE DESCRIBED LOCATION IS NOW A PLOWED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2294 ***********************************************************************
 CZ2294  DESIGNATION -  AD 46
 CZ2294  PID         -  CZ2294
 CZ2294  STATE/COUNTY-  AZ/PINAL
 CZ2294  USGS QUAD   -  CHUICHU (1992)
 CZ2294
 CZ2294                         *CURRENT SURVEY CONTROL
 CZ2294  ___________________________________________________________________
 CZ2294* NAD 83(1992)-  32 51 02.20229(N)    111 45 25.42897(W)     ADJUSTED  
 CZ2294* NAVD 88     -       429.88   (+/-2cm)    1410.4    (feet)  VERTCON   
 CZ2294  ___________________________________________________________________
 CZ2294  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CZ2294  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2294  HORZ ORDER  -  FIRST
 CZ2294  VERT ORDER  -  THIRD ? (See Below)
 CZ2294
 CZ2294.The horizontal coordinates were established by classical geodetic methods
 CZ2294.and adjusted by the National Geodetic Survey in August 1993.
 CZ2294
 CZ2294.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2294.The vertical order pertains to the NGVD 29 superseded value.
 CZ2294
 CZ2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2294
 CZ2294.The geoid height was determined by GEOID03.
 CZ2294
 CZ2294;                    North         East     Units Scale Factor Converg.
 CZ2294;SPC AZ C     -   205,196.861   228,299.018   MT  0.99990275   +0 05 11.7
 CZ2294;SPC AZ C     -   673,218.05    749,012.53   iFT  0.99990275   +0 05 11.7
 CZ2294;UTM  12      - 3,634,979.835   429,158.476   MT  0.99966188   -0 24 38.5
 CZ2294
 CZ2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2294!SPC AZ C     -   0.99993725  x   0.99990275  =   0.99984000
 CZ2294!UTM  12      -   0.99993725  x   0.99966188  =   0.99959915
 CZ2294
 CZ2294:                Primary Azimuth Mark                     Grid Az
 CZ2294:SPC AZ C     -  AE 46                                    089 03 02.0
 CZ2294:UTM  12      -  AE 46                                    089 32 52.2
 CZ2294
 CZ2294|---------------------------------------------------------------------|
 CZ2294| PID    Reference Object                     Distance      Geod. Az  |
 CZ2294|                                                           dddmmss.s |
 CZ2294| CZ2105 AE 46                               APPROX. 1.6 KM 0890813.7 |
 CZ2294| CH4772 AD 46 RM E                            8.844 METERS 08925     |
 CZ2294| CH4773 AD 46 RM S                            8.817 METERS 17917     |
 CZ2294|---------------------------------------------------------------------|
 CZ2294
 CZ2294                          SUPERSEDED SURVEY CONTROL
 CZ2294
 CZ2294  NAD 83(1986)-  32 51 02.19639(N)    111 45 25.43002(W) AD(       ) 1
 CZ2294  NAD 27      -  32 51 01.99626(N)    111 45 22.96308(W) AD(       ) 1
 CZ2294  NGVD 29 (07/19/86)  429.29   (m)         1408.4    (f) LEVELING    3  
 CZ2294
 CZ2294.Superseded values are not recommended for survey control.
 CZ2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2294.See file dsdata.txt to determine how the superseded data were derived.
 CZ2294
 CZ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2915834980(NAD 83)
 CZ2294_MARKER: DD = SURVEY DISK
 CZ2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2294
 CZ2294  HISTORY     - Date     Condition        Report By
 CZ2294  HISTORY     - 1967     MONUMENTED       DMA
 CZ2294  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 CZ2294  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2294
 CZ2294                          STATION DESCRIPTION
 CZ2294
 CZ2294'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2294'T-6-S.  R-6-E.  IN SECTION 32 NEAR THE SOUTHWEST CORNER.
 CZ2294'
 CZ2294'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2294'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2294'DIAMETER PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE
 CZ2294'GROUND.  THE MARK IS STAMPED--AD 46 1967 ARMY MAP SERVICE.
 CZ2294'
 CZ2294'THE STATION MARK IS LOCATED 90 FEET NORTH OF THE CENTERLINE
 CZ2294'OF THE EAST-WEST ROAD.  120 FEET NORTH OF THE EAST-WEST POWER
 CZ2294'LINE.  68 FEET EAST OF THE NORTH-SOUTH POWER LINE.  92 FEET
 CZ2294'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 CZ2294'
 CZ2294'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2294'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2294'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2294'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 1.9 MILES TO
 CZ2294'CROSSROAD (SELMA ROAD) AND THE STATION SITE.
 CZ2294
 CZ2294                          STATION RECOVERY (1998)
 CZ2294
 CZ2294'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2294'MARK NOT FOUND.
 CZ2294
 CZ2294                          STATION RECOVERY (2007)
 CZ2294
 CZ2294'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2294'THE DESCRIBED LOCATION IS NOW A PLOWED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2301 ***********************************************************************
 CZ2301  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2301  DESIGNATION -  AD 47 RESET
 CZ2301  PID         -  CZ2301
 CZ2301  STATE/COUNTY-  AZ/PINAL
 CZ2301  USGS QUAD   -  CHUICHU (1992)
 CZ2301
 CZ2301                         *CURRENT SURVEY CONTROL
 CZ2301  ___________________________________________________________________
 CZ2301* NAD 83(2007)-  32 50 06.60572(N)    111 45 28.04153(W)     ADJUSTED  
 CZ2301* NAVD 88     -       432.15   (meters)    1417.8    (feet)  GPS OBS   
 CZ2301  ___________________________________________________________________
 CZ2301  EPOCH DATE  -        2007.00
 CZ2301  X           -  -1,988,624.157 (meters)                     COMP
 CZ2301  Y           -  -4,982,557.613 (meters)                     COMP
 CZ2301  Z           -   3,438,831.106 (meters)                     COMP
 CZ2301  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 CZ2301  ELLIP HEIGHT-         401.943 (meters)          (04/23/08) ADJUSTED
 CZ2301  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2301  HORZ ORDER  -  B
 CZ2301  ELLP ORDER  -  FOURTH    CLASS I
 CZ2301
 CZ2301.The horizontal coordinates were established by GPS observations
 CZ2301.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2301
 CZ2301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2301.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2301.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2301.The epoch date for horizontal control is a decimal equivalence
 CZ2301.of Year/Month/Day.
 CZ2301
 CZ2301.The orthometric height was determined by GPS observations and a
 CZ2301.high-resolution geoid model.
 CZ2301.The orthometric height was determined by GPS observations and a
 CZ2301.high-resolution geoid model using precise GPS observation and
 CZ2301.processing techniques.
 CZ2301
 CZ2301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2301
 CZ2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2301
 CZ2301.The ellipsoidal height was determined by GPS observations
 CZ2301.and is referenced to NAD 83.
 CZ2301
 CZ2301.The geoid height was determined by GEOID03.
 CZ2301
 CZ2301;                    North         East     Units Scale Factor Converg.
 CZ2301;SPC AZ C     -   203,484.218   228,233.666   MT  0.99990273   +0 05 10.1
 CZ2301;SPC AZ C     -   667,599.14    748,798.12   iFT  0.99990273   +0 05 10.1
 CZ2301;UTM  12      - 3,633,268.236   429,078.286   MT  0.99966202   -0 24 39.3
 CZ2301
 CZ2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2301!SPC AZ C     -   0.99993690  x   0.99990273  =   0.99983963
 CZ2301!UTM  12      -   0.99993690  x   0.99966202  =   0.99959894
 CZ2301
 CZ2301|---------------------------------------------------------------------|
 CZ2301| PID    Reference Object                     Distance      Geod. Az  |
 CZ2301|                                                           dddmmss.s |
 CZ2301| CH4774 AD 47 RESET RM E                      8.839 METERS 08905     |
 CZ2301| CZ2047 CASA GRANDE 2                       APPROX. 4.5 KM 1120421.0 |
 CZ2301| CH4775 AD 47 RESET RM S                      8.835 METERS 17914     |
 CZ2301|---------------------------------------------------------------------|
 CZ2301
 CZ2301                          SUPERSEDED SURVEY CONTROL
 CZ2301
 CZ2301  NAD 83(1992)-  32 50 06.60519(N)    111 45 28.04052(W) AD(       ) 1
 CZ2301  NAD 83(1986)-  32 50 06.59927(N)    111 45 28.04150(W) AD(       ) 1
 CZ2301  NAD 27      -  32 50 06.39750(N)    111 45 25.57600(W) AD(       ) 1
 CZ2301  NGVD 29 (07/19/86)  431.54   (m)         1415.8    (f) LEVELING    3  
 CZ2301
 CZ2301.Superseded values are not recommended for survey control.
 CZ2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2301.See file dsdata.txt to determine how the superseded data were derived.
 CZ2301
 CZ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2907833268(NAD 83)
 CZ2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2301+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2301
 CZ2301  HISTORY     - Date     Condition        Report By
 CZ2301  HISTORY     - 1968     MONUMENTED       AMS
 CZ2301  HISTORY     - 20060831 GOOD             MHD
 CZ2301  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2301
 CZ2301                          STATION DESCRIPTION
 CZ2301
 CZ2301'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ2301'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2301'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2301'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2301'IS STAMPED--AD 47 1967 ARMY MAP SERVICE.
 CZ2301'
 CZ2301'THIS MARK IS A RESET OF--AD 47--, ALTHOUGH IT IS NOT MARKED
 CZ2301'RESET AND IS STAMPED 1967 INSTEAD of 1968.
 CZ2301'
 CZ2301'THE STATION MARK IS LOCATED 211 FEET SOUTH OF THE CENTERLINE
 CZ2301'OF EAST-WEST CANAL DITCH.  158 FEET SOUTH OF THE CENTERLINE
 CZ2301'OF EAST-WEST CANAL ROAD.  100 FEET WEST OF THE CENTERLINE OF
 CZ2301'NORTH-SOUTH ROAD.  210 FEET SOUTH AND 125 FEET WEST FROM THE
 CZ2301'SECTION CORNER.
 CZ2301'
 CZ2301'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2301'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2301'A CROSSROAD (FLORENCE ST.).  TURN RIGHT AND GO SOUTHWEST ON
 CZ2301'FLORENCE ST. FOR 0.4 MILE TO A CROSSROAD (CHUICHU ROAD).  TURN
 CZ2301'LEFT AND GO SOUTH ON CHUICHU ROAD FOR 2.5 MILES TO THE CASA GRANDE
 CZ2301'CANAL AND THE STATION SITE.
 CZ2301
 CZ2301                          STATION RECOVERY (2006)
 CZ2301
 CZ2301'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (MHD)
 CZ2301'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ2301'
 CZ2301'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) EAST-SOUTHEAST OF
 CZ2301'STANFIELD, 5.9 MI (9.5 KM) NORTH-NORTHEAST OF CHUICHU AND 3.1 MI (4.9
 CZ2301'KM) SOUTH OF CASA GRANDE ON PROPERTY OWNED BY THE CITY OF CASA GRANDE
 CZ2301'AT THE CASA GRANDE LANDFILL.
 CZ2301'
 CZ2301'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 CZ2301'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO SOUTHEAST
 CZ2301'ALONG SECOND STREET 0.3 MI (0.5 KM) TO FLORENCE STREET, TURN RIGHT AND
 CZ2301'GO SOUTH ALONG FLORENCE STREET (CHUICHU HIGHWAY) 2.9 MI (4.7 KM) TO
 CZ2301'CANAL CROSSING AND NORTHEAST CORNER OF CITY LANDFILL PROPERTY.
 CZ2301'STATION IS LOCATED INSIDE LANDFILL PROPERTY, 160 FT (50 M) SOUTH OF
 CZ2301'CANAL, 125 FT (38 M) WEST OF THE CENTERLINE OF CHUICHU HIGHWAY.
 CZ2301'STATION IS A U.S. ARMY CORPS OF ENGINEERS ARMY MAP SERVICE BRASS DISK
 CZ2301'IN CONCRETE POST AND AERIAL TARGET.
 CZ2301
 CZ2301                          STATION RECOVERY (2007)
 CZ2301
 CZ2301'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2301'THIS MARK IS NOT STAMPED--RESET--, ALTHOUGH IT IS A RESET OF THE
 CZ2301'ORIGINAL MARK AD 47.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2299 ***********************************************************************
 CZ2299  DESIGNATION -  AD 48
 CZ2299  PID         -  CZ2299
 CZ2299  STATE/COUNTY-  AZ/PINAL
 CZ2299  USGS QUAD   -  CHUICHU (1992)
 CZ2299
 CZ2299                         *CURRENT SURVEY CONTROL
 CZ2299  ___________________________________________________________________
 CZ2299* NAD 83(1992)-  32 49 15.10249(N)    111 45 27.70332(W)     ADJUSTED  
 CZ2299* NAVD 88     -       434.62   (+/-2cm)    1425.9    (feet)  VERTCON   
 CZ2299  ___________________________________________________________________
 CZ2299  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CZ2299  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2299  HORZ ORDER  -  FIRST
 CZ2299  VERT ORDER  -  THIRD ? (See Below)
 CZ2299
 CZ2299.The horizontal coordinates were established by classical geodetic methods
 CZ2299.and adjusted by the National Geodetic Survey in August 1993.
 CZ2299
 CZ2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2299.The vertical order pertains to the NGVD 29 superseded value.
 CZ2299
 CZ2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2299
 CZ2299.The geoid height was determined by GEOID03.
 CZ2299
 CZ2299;                    North         East     Units Scale Factor Converg.
 CZ2299;SPC AZ C     -   201,897.782   228,244.848   MT  0.99990273   +0 05 10.2
 CZ2299;SPC AZ C     -   662,394.30    748,834.80   iFT  0.99990273   +0 05 10.2
 CZ2299;UTM  12      - 3,631,682.144   429,075.707   MT  0.99966202   -0 24 38.5
 CZ2299
 CZ2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2299!SPC AZ C     -   0.99993651  x   0.99990273  =   0.99983924
 CZ2299!UTM  12      -   0.99993651  x   0.99966202  =   0.99959855
 CZ2299
 CZ2299|---------------------------------------------------------------------|
 CZ2299| PID    Reference Object                     Distance      Geod. Az  |
 CZ2299|                                                           dddmmss.s |
 CZ2299| CH4776 AD 48 RM NE                           8.837 METERS 04357     |
 CZ2299| CH4777 AD 48 RM SE                           8.840 METERS 13350     |
 CZ2299|---------------------------------------------------------------------|
 CZ2299
 CZ2299                          SUPERSEDED SURVEY CONTROL
 CZ2299
 CZ2299  NAD 83(1986)-  32 49 15.09658(N)    111 45 27.70412(W) AD(       ) 1
 CZ2299  NAD 27      -  32 49 14.89333(N)    111 45 25.24003(W) AD(       ) 1
 CZ2299  NGVD 29 (07/19/86)  434.02   (m)         1423.9    (f) LEVELING    3  
 CZ2299
 CZ2299.Superseded values are not recommended for survey control.
 CZ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2299.See file dsdata.txt to determine how the superseded data were derived.
 CZ2299
 CZ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2907631682(NAD 83)
 CZ2299_MARKER: DD = SURVEY DISK
 CZ2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2299+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2299
 CZ2299  HISTORY     - Date     Condition        Report By
 CZ2299  HISTORY     - 1966     MONUMENTED       DMA
 CZ2299  HISTORY     - 19980314 GOOD             USPSQD
 CZ2299  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2299
 CZ2299                          STATION DESCRIPTION
 CZ2299
 CZ2299'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2299'T-7-S.  R-6-E.  IN SECTION 18 NEAR THE NORTHEAST CORNER.
 CZ2299'
 CZ2299'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2299'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2299'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2299'MARK IS STAMPED--AD 48 1966 ARMY MAP SERVICE.
 CZ2299'
 CZ2299'THE STATION MARK IS LOCATED 98 FEET WEST OF THE CENTERLINE
 CZ2299'OF NORTH-SOUTH ROAD.  98 FEET SOUTH OF THE CENTERLINE OF
 CZ2299'EAST-WEST ROAD.  14.9 FEET NORTH OF A BM 11 BKC.
 CZ2299'
 CZ2299'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2299'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A
 CZ2299'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2299'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 3.9 MILES TO
 CZ2299'CROSSROAD (HANNA ROAD) AND THE STATION SITE.
 CZ2299
 CZ2299                          STATION RECOVERY (1998)
 CZ2299
 CZ2299'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ2299'RECOVERED IN GOOD CONDITION.
 CZ2299
 CZ2299                          STATION RECOVERY (2007)
 CZ2299
 CZ2299'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2296 ***********************************************************************
 CZ2296  DESIGNATION -  AD 49
 CZ2296  PID         -  CZ2296
 CZ2296  STATE/COUNTY-  AZ/PINAL
 CZ2296  USGS QUAD   -  CHUICHU (1992)
 CZ2296
 CZ2296                         *CURRENT SURVEY CONTROL
 CZ2296  ___________________________________________________________________
 CZ2296* NAD 83(1992)-  32 48 24.66994(N)    111 45 27.01492(W)     ADJUSTED  
 CZ2296* NAVD 88     -       438.81   (+/-2cm)    1439.7    (feet)  VERTCON   
 CZ2296  ___________________________________________________________________
 CZ2296  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CZ2296  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2296  HORZ ORDER  -  FIRST
 CZ2296  VERT ORDER  -  THIRD ? (See Below)
 CZ2296
 CZ2296.The horizontal coordinates were established by classical geodetic methods
 CZ2296.and adjusted by the National Geodetic Survey in August 1993.
 CZ2296
 CZ2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2296.The vertical order pertains to the NGVD 29 superseded value.
 CZ2296
 CZ2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2296
 CZ2296.The geoid height was determined by GEOID03.
 CZ2296
 CZ2296;                    North         East     Units Scale Factor Converg.
 CZ2296;SPC AZ C     -   200,344.343   228,265.091   MT  0.99990274   +0 05 10.4
 CZ2296;SPC AZ C     -   657,297.71    748,901.22   iFT  0.99990274   +0 05 10.4
 CZ2296;UTM  12      - 3,630,128.962   429,082.479   MT  0.99966201   -0 24 37.6
 CZ2296
 CZ2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2296!SPC AZ C     -   0.99993585  x   0.99990274  =   0.99983860
 CZ2296!UTM  12      -   0.99993585  x   0.99966201  =   0.99959788
 CZ2296
 CZ2296:                Primary Azimuth Mark                     Grid Az
 CZ2296:SPC AZ C     -  CASA GRANDE 2                            070 41 48.6
 CZ2296:UTM  12      -  CASA GRANDE 2                            071 11 36.6
 CZ2296
 CZ2296|---------------------------------------------------------------------|
 CZ2296| PID    Reference Object                     Distance      Geod. Az  |
 CZ2296|                                                           dddmmss.s |
 CZ2296| CZ2047 CASA GRANDE 2                       APPROX. 4.4 KM 0704659.0 |
 CZ2296| CH4778 AD 49 RM E                            8.823 METERS 08912     |
 CZ2296| CH4779 AD 49 RM S                            8.840 METERS 17913     |
 CZ2296|---------------------------------------------------------------------|
 CZ2296
 CZ2296                          SUPERSEDED SURVEY CONTROL
 CZ2296
 CZ2296  NAD 83(1986)-  32 48 24.66403(N)    111 45 27.01561(W) AD(       ) 1
 CZ2296  NAD 27      -  32 48 24.45961(N)    111 45 24.55273(W) AD(       ) 1
 CZ2296  NGVD 29 (07/19/86)  438.20   (m)         1437.7    (f) LEVELING    3  
 CZ2296
 CZ2296.Superseded values are not recommended for survey control.
 CZ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2296.See file dsdata.txt to determine how the superseded data were derived.
 CZ2296
 CZ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2908230129(NAD 83)
 CZ2296_MARKER: DD = SURVEY DISK
 CZ2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2296+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2296
 CZ2296  HISTORY     - Date     Condition        Report By
 CZ2296  HISTORY     - 1966     MONUMENTED       DMA
 CZ2296  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2296
 CZ2296                          STATION DESCRIPTION
 CZ2296
 CZ2296'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2296'T-7-S.  R-6-E.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2296'
 CZ2296'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2296'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2296'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2296'GROUND.  THE MARK IS STAMPED--AD 49 1966 ARMY MAP SERVICE.
 CZ2296'
 CZ2296'THE STATION MARK IS LOCATED 115 FEET NORTH OF THE EAST-WEST
 CZ2296'FENCE.  147 FEET WEST OF THE NORTH-SOUTH POWER LINE.  101 FEET
 CZ2296'WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  87 FEET NORTH
 CZ2296'OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2296'
 CZ2296'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2296'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A
 CZ2296'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2296'AND SOUTH ON CHUICHU ROAD FOR 4.9 MILES TO A CROSSROAD AND
 CZ2296'THE STATION SITE.
 CZ2296
 CZ2296                          STATION RECOVERY (2007)
 CZ2296
 CZ2296'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2298 ***********************************************************************
 CZ2298  DESIGNATION -  AD 50
 CZ2298  PID         -  CZ2298
 CZ2298  STATE/COUNTY-  AZ/PINAL
 CZ2298  USGS QUAD   -  CHUICHU (1992)
 CZ2298
 CZ2298                         *CURRENT SURVEY CONTROL
 CZ2298  ___________________________________________________________________
 CZ2298* NAD 83(1992)-  32 47 29.91892(N)    111 45 27.35728(W)     ADJUSTED  
 CZ2298* NAVD 88     -       439.77   (+/-2cm)    1442.8    (feet)  VERTCON   
 CZ2298  ___________________________________________________________________
 CZ2298  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CZ2298  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2298  HORZ ORDER  -  FIRST
 CZ2298  VERT ORDER  -  THIRD ? (See Below)
 CZ2298
 CZ2298.The horizontal coordinates were established by classical geodetic methods
 CZ2298.and adjusted by the National Geodetic Survey in August 1993.
 CZ2298
 CZ2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2298.The vertical order pertains to the NGVD 29 superseded value.
 CZ2298
 CZ2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2298
 CZ2298.The geoid height was determined by GEOID03.
 CZ2298
 CZ2298;                    North         East     Units Scale Factor Converg.
 CZ2298;SPC AZ C     -   198,657.846   228,258.721   MT  0.99990274   +0 05 10.1
 CZ2298;SPC AZ C     -   651,764.59    748,880.32   iFT  0.99990274   +0 05 10.1
 CZ2298;UTM  12      - 3,628,442.990   429,061.499   MT  0.99966205   -0 24 37.2
 CZ2298
 CZ2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2298!SPC AZ C     -   0.99993570  x   0.99990274  =   0.99983845
 CZ2298!UTM  12      -   0.99993570  x   0.99966205  =   0.99959777
 CZ2298
 CZ2298:                Primary Azimuth Mark                     Grid Az
 CZ2298:SPC AZ C     -  CASA GRANDE 2                            052 55 13.4
 CZ2298:UTM  12      -  CASA GRANDE 2                            053 25 00.7
 CZ2298
 CZ2298|---------------------------------------------------------------------|
 CZ2298| PID    Reference Object                     Distance      Geod. Az  |
 CZ2298|                                                           dddmmss.s |
 CZ2298| CZ2047 CASA GRANDE 2                       APPROX. 5.2 KM 0530023.5 |
 CZ2298| CH4780 AD 50 RM E                            8.840 METERS 08921     |
 CZ2298| CH4781 AD 50 RM S                            8.841 METERS 18006     |
 CZ2298|---------------------------------------------------------------------|
 CZ2298
 CZ2298                          SUPERSEDED SURVEY CONTROL
 CZ2298
 CZ2298  NAD 83(1986)-  32 47 29.91300(N)    111 45 27.35783(W) AD(       ) 1
 CZ2298  NAD 27      -  32 47 29.70713(N)    111 45 24.89629(W) AD(       ) 1
 CZ2298  NGVD 29 (07/19/86)  439.17   (m)         1440.8    (f) LEVELING    3  
 CZ2298
 CZ2298.Superseded values are not recommended for survey control.
 CZ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2298.See file dsdata.txt to determine how the superseded data were derived.
 CZ2298
 CZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2906128443(NAD 83)
 CZ2298_MARKER: DD = SURVEY DISK
 CZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2298+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2298
 CZ2298  HISTORY     - Date     Condition        Report By
 CZ2298  HISTORY     - 1966     MONUMENTED       DMA
 CZ2298  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2298
 CZ2298                          STATION DESCRIPTION
 CZ2298
 CZ2298'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2298'T-7-S.  R-6-E.  IN SECTION 30 NEAR THE NORTHEAST CORNER.
 CZ2298'
 CZ2298'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2298'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2298'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2298'GROUND.  THE MARK IS STAMPED--AD 50 1966 ARMY MAP SERVICE.
 CZ2298'
 CZ2298'THE STATION MARK IS LOCATED 62 FEET WEST OF THE FENCE POST.  60
 CZ2298'FEET SOUTH OF THE EAST-WEST FENCE LINE.  62 FEET WEST OF THE
 CZ2298'NORTH-SOUTH POWER LINE.  78 FEET SOUTH OF THE EAST-WEST POWER
 CZ2298'LINE.  113 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 CZ2298'ROAD.  108 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.
 CZ2298'
 CZ2298'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2298'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO A CROSSROAD
 CZ2298'(FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2298'FLORENCE STREET AND CHUICHU ROAD FOR 5.9 MILES TO
 CZ2298'CROSSROAD (SHEDD ROAD) AND THE STATION SITE.
 CZ2298
 CZ2298                          STATION RECOVERY (2007)
 CZ2298
 CZ2298'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2302 ***********************************************************************
 CZ2302  DESIGNATION -  AD 51
 CZ2302  PID         -  CZ2302
 CZ2302  STATE/COUNTY-  AZ/PINAL
 CZ2302  USGS QUAD   -  CHUICHU (1992)
 CZ2302
 CZ2302                         *CURRENT SURVEY CONTROL
 CZ2302  ___________________________________________________________________
 CZ2302* NAD 83(1992)-  32 46 37.08657(N)    111 45 28.59826(W)     ADJUSTED  
 CZ2302* NAVD 88     -       441.65   (+/-2cm)    1449.0    (feet)  VERTCON   
 CZ2302  ___________________________________________________________________
 CZ2302  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CZ2302  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2302  HORZ ORDER  -  FIRST
 CZ2302  VERT ORDER  -  THIRD ? (See Below)
 CZ2302
 CZ2302.The horizontal coordinates were established by classical geodetic methods
 CZ2302.and adjusted by the National Geodetic Survey in August 1993.
 CZ2302
 CZ2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2302.The vertical order pertains to the NGVD 29 superseded value.
 CZ2302
 CZ2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2302
 CZ2302.The geoid height was determined by GEOID03.
 CZ2302
 CZ2302;                    North         East     Units Scale Factor Converg.
 CZ2302;SPC AZ C     -   197,030.419   228,228.875   MT  0.99990273   +0 05 09.3
 CZ2302;SPC AZ C     -   646,425.26    748,782.40   iFT  0.99990273   +0 05 09.3
 CZ2302;UTM  12      - 3,626,816.274   429,017.566   MT  0.99966213   -0 24 37.2
 CZ2302
 CZ2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2302!SPC AZ C     -   0.99993541  x   0.99990273  =   0.99983814
 CZ2302!UTM  12      -   0.99993541  x   0.99966213  =   0.99959756
 CZ2302
 CZ2302|---------------------------------------------------------------------|
 CZ2302| PID    Reference Object                     Distance      Geod. Az  |
 CZ2302|                                                           dddmmss.s |
 CZ2302| CH4782 AD 51 RM E                            8.835 METERS 08928     |
 CZ2302| CH4783 AD 51 RM S                            8.838 METERS 17927     |
 CZ2302| CZ2286 CHUI                                APPROX. 3.2 KM 2345415.1 |
 CZ2302|---------------------------------------------------------------------|
 CZ2302
 CZ2302                          SUPERSEDED SURVEY CONTROL
 CZ2302
 CZ2302  NAD 83(1986)-  32 46 37.08064(N)    111 45 28.59869(W) AD(       ) 1
 CZ2302  NAD 27      -  32 46 36.87352(N)    111 45 26.13826(W) AD(       ) 1
 CZ2302  NGVD 29 (07/19/86)  441.05   (m)         1447.0    (f) LEVELING    3  
 CZ2302
 CZ2302.Superseded values are not recommended for survey control.
 CZ2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2302.See file dsdata.txt to determine how the superseded data were derived.
 CZ2302
 CZ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2901826816(NAD 83)
 CZ2302_MARKER: DD = SURVEY DISK
 CZ2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2302
 CZ2302  HISTORY     - Date     Condition        Report By
 CZ2302  HISTORY     - 1966     MONUMENTED       DMA
 CZ2302  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2302
 CZ2302                          STATION DESCRIPTION
 CZ2302
 CZ2302'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2302'T-7-S.  R-6-E.  IN SECTION 31 NEAR THE NORTHEAST CORNER.
 CZ2302'
 CZ2302'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2302'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2302'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2302'IS STAMPED--AD 51 1966 ARMY MAP SERVICE.
 CZ2302'
 CZ2302'THE STATION MARK IS LOCATED 80 FEET WEST OF THE CENTERLINE
 CZ2302'OF NORTH-SOUTH IRRIGATION DITCH.  70 FEET SOUTH OF THE EAST-WEST
 CZ2302'POWERLINE.  188 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2302'LEVEE.  208 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2302'ROAD.  147.8 FEET SOUTH-SOUTHWEST OF BM 8 BKC (SET IN BASE OF
 CZ2302'PUMP)
 CZ2302'
 CZ2302'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2302'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2302'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2302'FLORENCE STREET (CHUICHU ROAD) FOR 6.9 MILES TO A CROSSROAD
 CZ2302'AND THE STATION SITE.
 CZ2302
 CZ2302                          STATION RECOVERY (2007)
 CZ2302
 CZ2302'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2297 ***********************************************************************
 CZ2297  DESIGNATION -  AD 52
 CZ2297  PID         -  CZ2297
 CZ2297  STATE/COUNTY-  AZ/PINAL
 CZ2297  USGS QUAD   -  CHUICHU (1992)
 CZ2297
 CZ2297                         *CURRENT SURVEY CONTROL
 CZ2297  ___________________________________________________________________
 CZ2297* NAD 83(1992)-  32 45 45.03235(N)    111 45 27.31150(W)     ADJUSTED  
 CZ2297* NAVD 88     -       444.90   (+/-2cm)    1459.6    (feet)  VERTCON   
 CZ2297  ___________________________________________________________________
 CZ2297  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CZ2297  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2297  HORZ ORDER  -  FIRST
 CZ2297  VERT ORDER  -  THIRD ? (See Below)
 CZ2297
 CZ2297.The horizontal coordinates were established by classical geodetic methods
 CZ2297.and adjusted by the National Geodetic Survey in August 1993.
 CZ2297
 CZ2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2297.The vertical order pertains to the NGVD 29 superseded value.
 CZ2297
 CZ2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2297
 CZ2297.The geoid height was determined by GEOID03.
 CZ2297
 CZ2297;                    North         East     Units Scale Factor Converg.
 CZ2297;SPC AZ C     -   195,427.063   228,264.769   MT  0.99990274   +0 05 09.9
 CZ2297;SPC AZ C     -   641,164.90    748,900.16   iFT  0.99990274   +0 05 09.9
 CZ2297;UTM  12      - 3,625,213.052   429,039.568   MT  0.99966209   -0 24 36.0
 CZ2297
 CZ2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2297!SPC AZ C     -   0.99993490  x   0.99990274  =   0.99983765
 CZ2297!UTM  12      -   0.99993490  x   0.99966209  =   0.99959701
 CZ2297
 CZ2297|---------------------------------------------------------------------|
 CZ2297| PID    Reference Object                     Distance      Geod. Az  |
 CZ2297|                                                           dddmmss.s |
 CZ2297| CH4784 AD 52 RM E                            8.837 METERS 08912     |
 CZ2297| CH4785 AD 52 RM S                            8.834 METERS 17914     |
 CZ2297| CZ2286 CHUI                                APPROX. 2.7 KM 2643040.7 |
 CZ2297|---------------------------------------------------------------------|
 CZ2297
 CZ2297                          SUPERSEDED SURVEY CONTROL
 CZ2297
 CZ2297  NAD 83(1986)-  32 45 45.02643(N)    111 45 27.31180(W) AD(       ) 1
 CZ2297  NAD 27      -  32 45 44.81785(N)    111 45 24.85284(W) AD(       ) 1
 CZ2297  NGVD 29 (07/19/86)  444.30   (m)         1457.7    (f) LEVELING    3  
 CZ2297
 CZ2297.Superseded values are not recommended for survey control.
 CZ2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2297.See file dsdata.txt to determine how the superseded data were derived.
 CZ2297
 CZ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2904025213(NAD 83)
 CZ2297_MARKER: DD = SURVEY DISK
 CZ2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2297+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2297
 CZ2297  HISTORY     - Date     Condition        Report By
 CZ2297  HISTORY     - 1966     MONUMENTED       DMA
 CZ2297  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2297
 CZ2297                          STATION DESCRIPTION
 CZ2297
 CZ2297'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2297'T-8-S.  R-6-E.  IN SECTION 6 NEAR THE NORTHEAST CORNER.
 CZ2297'
 CZ2297'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2297'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES
 CZ2297'IN DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2297'GROUND.  THE MARK IS STAMPED--AD 52 1966 ARMY MAP SERVICE.
 CZ2297'
 CZ2297'THE STATION MARK IS LOCATED 196 FEET SOUTH OF THE EAST-WEST FENCE
 CZ2297'(INDIAN RESERVATION BOUNDARY).  102 FEET WEST OF THE CENTERLINE
 CZ2297'OF THE NORTH-SOUTH HIGHWAY.  120 FEET SOUTH OF THE EAST-WEST
 CZ2297'POWERLINE.
 CZ2297'
 CZ2297'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2297'RESERVATION AND CHUICHU ROAD.  TRAVEL SOUTH FOR 200 FEET AND
 CZ2297'WEST ABOUT 100 FEET.
 CZ2297
 CZ2297                          STATION RECOVERY (2007)
 CZ2297
 CZ2297'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2208 ***********************************************************************
 CZ2208  DESIGNATION -  AD 53
 CZ2208  PID         -  CZ2208
 CZ2208  STATE/COUNTY-  AZ/PINAL
 CZ2208  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2208
 CZ2208                         *CURRENT SURVEY CONTROL
 CZ2208  ___________________________________________________________________
 CZ2208* NAD 83(1992)-  32 44 53.96374(N)    111 45 27.15891(W)     ADJUSTED  
 CZ2208* NAVD 88     -       447.52   (+/-2cm)    1468.2    (feet)  VERTCON   
 CZ2208  ___________________________________________________________________
 CZ2208  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CZ2208  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2208  HORZ ORDER  -  FIRST
 CZ2208  VERT ORDER  -  THIRD ? (See Below)
 CZ2208
 CZ2208.The horizontal coordinates were established by classical geodetic methods
 CZ2208.and adjusted by the National Geodetic Survey in August 1993.
 CZ2208
 CZ2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2208.The vertical order pertains to the NGVD 29 superseded value.
 CZ2208
 CZ2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2208
 CZ2208.The geoid height was determined by GEOID03.
 CZ2208
 CZ2208;                    North         East     Units Scale Factor Converg.
 CZ2208;SPC AZ C     -   193,854.025   228,271.104   MT  0.99990274   +0 05 09.9
 CZ2208;SPC AZ C     -   636,004.02    748,920.94   iFT  0.99990274   +0 05 09.9
 CZ2208;UTM  12      - 3,623,640.397   429,032.287   MT  0.99966210   -0 24 35.3
 CZ2208
 CZ2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2208!SPC AZ C     -   0.99993449  x   0.99990274  =   0.99983724
 CZ2208!UTM  12      -   0.99993449  x   0.99966210  =   0.99959661
 CZ2208
 CZ2208|---------------------------------------------------------------------|
 CZ2208| PID    Reference Object                     Distance      Geod. Az  |
 CZ2208|                                                           dddmmss.s |
 CZ2208| CH4786 AD 53 RM E                            8.834 METERS 08916     |
 CZ2208| CH4787 AD 53 RM S                            8.843 METERS 17919     |
 CZ2208| CZ2286 CHUI                                APPROX. 3.0 KM 2960527.4 |
 CZ2208|---------------------------------------------------------------------|
 CZ2208
 CZ2208                          SUPERSEDED SURVEY CONTROL
 CZ2208
 CZ2208  NAD 83(1986)-  32 44 53.95781(N)    111 45 27.15909(W) AD(       ) 1
 CZ2208  NAD 27      -  32 44 53.74784(N)    111 45 24.70147(W) AD(       ) 1
 CZ2208  NGVD 29 (07/19/86)  446.92   (m)         1466.3    (f) LEVELING    3  
 CZ2208
 CZ2208.Superseded values are not recommended for survey control.
 CZ2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2208.See file dsdata.txt to determine how the superseded data were derived.
 CZ2208
 CZ2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2903223640(NAD 83)
 CZ2208_MARKER: DD = SURVEY DISK
 CZ2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2208+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2208
 CZ2208  HISTORY     - Date     Condition        Report By
 CZ2208  HISTORY     - 1966     MONUMENTED       DMA
 CZ2208  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2208
 CZ2208                          STATION DESCRIPTION
 CZ2208
 CZ2208'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2208'T-8-S.  R-6-E.  IN SECTION 6 NEAR THE SOUTHEAST CORNER.
 CZ2208'
 CZ2208'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2208'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2208'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2208'IS STAMPED AD 53 1966 ARMY MAP SERVICE.
 CZ2208'
 CZ2208'THE MARK IS LOCATED 70 FEET NORTH OF THE CENTERLINE OF
 CZ2208'EAST-WEST ROAD.  100 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2208'ROAD AND 133 FEET WEST OF THE NORTH-SOUTH FENCE.
 CZ2208'
 CZ2208'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2208'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2208'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 0.15 MILE TO A ROAD
 CZ2208'LEFT.  TURN LEFT AND GO EAST-SOUTHEAST THENCE SOUTH FOR 0.95 MILE
 CZ2208'TO T INTERSECTION AND STATION SITE.
 CZ2208
 CZ2208                          STATION RECOVERY (2008)
 CZ2208
 CZ2208'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2206 ***********************************************************************
 CZ2206  DESIGNATION -  AD 54
 CZ2206  PID         -  CZ2206
 CZ2206  STATE/COUNTY-  AZ/PINAL
 CZ2206  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2206
 CZ2206                         *CURRENT SURVEY CONTROL
 CZ2206  ___________________________________________________________________
 CZ2206* NAD 83(1992)-  32 44 00.27513(N)    111 45 25.09860(W)     ADJUSTED  
 CZ2206* NAVD 88     -       450.34   (+/-2cm)    1477.5    (feet)  VERTCON   
 CZ2206  ___________________________________________________________________
 CZ2206  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CZ2206  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2206  HORZ ORDER  -  FIRST
 CZ2206  VERT ORDER  -  THIRD ? (See Below)
 CZ2206
 CZ2206.The horizontal coordinates were established by classical geodetic methods
 CZ2206.and adjusted by the National Geodetic Survey in August 1993.
 CZ2206
 CZ2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2206.The vertical order pertains to the NGVD 29 superseded value.
 CZ2206
 CZ2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2206
 CZ2206.The geoid height was determined by GEOID03.
 CZ2206
 CZ2206;                    North         East     Units Scale Factor Converg.
 CZ2206;SPC AZ C     -   192,200.363   228,327.227   MT  0.99990276   +0 05 10.9
 CZ2206;SPC AZ C     -   630,578.62    749,105.08   iFT  0.99990276   +0 05 10.9
 CZ2206;UTM  12      - 3,621,986.710   429,074.089   MT  0.99966203   -0 24 33.6
 CZ2206
 CZ2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2206!SPC AZ C     -   0.99993405  x   0.99990276  =   0.99983681
 CZ2206!UTM  12      -   0.99993405  x   0.99966203  =   0.99959610
 CZ2206
 CZ2206|---------------------------------------------------------------------|
 CZ2206| PID    Reference Object                     Distance      Geod. Az  |
 CZ2206|                                                           dddmmss.s |
 CZ2206| CH4788 AD 54 RM E                            8.836 METERS 08858     |
 CZ2206| CH4789 AD 54 RM S                            8.828 METERS 17857     |
 CZ2206| CZ2286 CHUI                                APPROX. 4.0 KM 3171806.6 |
 CZ2206|---------------------------------------------------------------------|
 CZ2206
 CZ2206                          SUPERSEDED SURVEY CONTROL
 CZ2206
 CZ2206  NAD 83(1986)-  32 44 00.26920(N)    111 45 25.09865(W) AD(       ) 1
 CZ2206  NAD 27      -  32 44 00.05746(N)    111 45 22.64237(W) AD(       ) 1
 CZ2206  NGVD 29 (07/19/86)  449.75   (m)         1475.6    (f) LEVELING    3  
 CZ2206
 CZ2206.Superseded values are not recommended for survey control.
 CZ2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2206.See file dsdata.txt to determine how the superseded data were derived.
 CZ2206
 CZ2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2907421987(NAD 83)
 CZ2206_MARKER: DD = SURVEY DISK
 CZ2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2206
 CZ2206  HISTORY     - Date     Condition        Report By
 CZ2206  HISTORY     - 1966     MONUMENTED       DMA
 CZ2206
 CZ2206                          STATION DESCRIPTION
 CZ2206
 CZ2206'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2206'T-8-S.  R-6-E.  IN SECTION 17 NEAR THE NORTHWEST CORNER.
 CZ2206'
 CZ2206'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2206'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2206'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2206'IS STAMPED--AD 54 1966 ARMY MAP SERVICE.
 CZ2206'
 CZ2206'THE MARK IS LOCATED 13 FEET NORTHEAST OF THE CENTERLINE
 CZ2206'NORTH-WEST SOUTH-WEST TRAIL.  42 FEET SOUTH OF EAST-WEST
 CZ2206'FENCE AND 30 FEET SOUTH OF CENTERLINE OF EAST-WEST TRAIL.
 CZ2206'
 CZ2206'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2206'RESERVATION AT CHUICHU ROAD GO EAST 1.0 MILE TO A ROAD RIGHT.  TURN
 CZ2206'RIGHT AND GO SOUTH FOR 2.0 MILES TO A ROAD RIGHT.  TURN RIGHT
 CZ2206'AND GO WEST FOR 1.0 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2210 ***********************************************************************
 CZ2210  DESIGNATION -  AD 55
 CZ2210  PID         -  CZ2210
 CZ2210  STATE/COUNTY-  AZ/PINAL
 CZ2210  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2210
 CZ2210                         *CURRENT SURVEY CONTROL
 CZ2210  ___________________________________________________________________
 CZ2210* NAD 83(1992)-  32 43 09.11678(N)    111 45 30.03525(W)     ADJUSTED  
 CZ2210* NAVD 88     -       452.75   (+/-2cm)    1485.4    (feet)  VERTCON   
 CZ2210  ___________________________________________________________________
 CZ2210  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2210  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2210  HORZ ORDER  -  FIRST
 CZ2210  VERT ORDER  -  THIRD ? (See Below)
 CZ2210
 CZ2210.The horizontal coordinates were established by classical geodetic methods
 CZ2210.and adjusted by the National Geodetic Survey in August 1993.
 CZ2210
 CZ2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2210.The vertical order pertains to the NGVD 29 superseded value.
 CZ2210
 CZ2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2210
 CZ2210.The geoid height was determined by GEOID03.
 CZ2210
 CZ2210;                    North         East     Units Scale Factor Converg.
 CZ2210;SPC AZ C     -   190,624.369   228,201.058   MT  0.99990272   +0 05 08.1
 CZ2210;SPC AZ C     -   625,408.03    748,691.14   iFT  0.99990272   +0 05 08.1
 CZ2210;UTM  12      - 3,620,412.246   428,934.327   MT  0.99966227   -0 24 35.7
 CZ2210
 CZ2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2210!SPC AZ C     -   0.99993367  x   0.99990272  =   0.99983640
 CZ2210!UTM  12      -   0.99993367  x   0.99966227  =   0.99959596
 CZ2210
 CZ2210|---------------------------------------------------------------------|
 CZ2210| PID    Reference Object                     Distance      Geod. Az  |
 CZ2210|                                                           dddmmss.s |
 CZ2210| CH4790 AD 55 RM E                            8.839 METERS 08909     |
 CZ2210| CH4791 AD 55 RM S                            8.844 METERS 17910     |
 CZ2210| CZ2226 AA 58X                              APPROX. 6.5 KM 2245422.7 |
 CZ2210|---------------------------------------------------------------------|
 CZ2210
 CZ2210                          SUPERSEDED SURVEY CONTROL
 CZ2210
 CZ2210  NAD 83(1986)-  32 43 09.11086(N)    111 45 30.03518(W) AD(       ) 1
 CZ2210  NAD 27      -  32 43 08.89733(N)    111 45 27.58031(W) AD(       ) 1
 CZ2210  NGVD 29 (07/19/86)  452.16   (m)         1483.5    (f) LEVELING    3  
 CZ2210
 CZ2210.Superseded values are not recommended for survey control.
 CZ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2210.See file dsdata.txt to determine how the superseded data were derived.
 CZ2210
 CZ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2893420412(NAD 83)
 CZ2210_MARKER: DD = SURVEY DISK
 CZ2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2210
 CZ2210  HISTORY     - Date     Condition        Report By
 CZ2210  HISTORY     - 1966     MONUMENTED       DMA
 CZ2210
 CZ2210                          STATION DESCRIPTION
 CZ2210
 CZ2210'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2210'T-8-S.  R-6-E.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2210'
 CZ2210'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2210'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2210'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2210'IS STAMPED--AD 55 1966 ARMY MAP SERVICE.
 CZ2210'
 CZ2210'THE STATION MARK IS LOCATED ABOUT 370 FEET WEST-NORTHWEST OF
 CZ2210'THE SOUTHEAST CORNER, OF SECTION 18.  61 FEET NORTH OF THE
 CZ2210'EAST-WEST FENCE.  65 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 CZ2210'NORTHWEST-SOUTHEAST WASH.
 CZ2210'
 CZ2210'TO REACH FROM THE NORTHEAST BOUNDARY OF THE PAPAGO INDIAN
 CZ2210'RESERVATION AND THE CHUICHU ROAD TRAVEL SOUTHWEST ALONG THE
 CZ2210'CHUICHU ROAD FOR APPROX. 2.3 MILES TO ROAD SOUTHEAST.  TURN LEFT
 CZ2210'AND GO SOUTHEAST FOR APPROX. 0.9 MILE TO A FORK IN THE ROAD.  TAKE
 CZ2210'THE LEFT FORK TO THE EAST FOR 1.6 MILES TO A FENCE LINE.  TURN
 CZ2210'LEFT AND KEEPING TO THE NORTH OF THE FENCE.  TRAVEL EAST FOR
 CZ2210'APPROX. 0.3 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2207 ***********************************************************************
 CZ2207  DESIGNATION -  AD 56
 CZ2207  PID         -  CZ2207
 CZ2207  STATE/COUNTY-  AZ/PINAL
 CZ2207  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2207
 CZ2207                         *CURRENT SURVEY CONTROL
 CZ2207  ___________________________________________________________________
 CZ2207* NAD 83(1992)-  32 42 16.62867(N)    111 45 25.20062(W)     ADJUSTED  
 CZ2207* NAVD 88     -       456.50   (+/-2cm)    1497.7    (feet)  VERTCON   
 CZ2207  ___________________________________________________________________
 CZ2207  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2207  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2207  HORZ ORDER  -  FIRST
 CZ2207  VERT ORDER  -  THIRD ? (See Below)
 CZ2207
 CZ2207.The horizontal coordinates were established by classical geodetic methods
 CZ2207.and adjusted by the National Geodetic Survey in August 1993.
 CZ2207
 CZ2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2207.The vertical order pertains to the NGVD 29 superseded value.
 CZ2207
 CZ2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2207
 CZ2207.The geoid height was determined by GEOID03.
 CZ2207
 CZ2207;                    North         East     Units Scale Factor Converg.
 CZ2207;SPC AZ C     -   189,007.802   228,329.380   MT  0.99990276   +0 05 10.6
 CZ2207;SPC AZ C     -   620,104.34    749,112.14   iFT  0.99990276   +0 05 10.6
 CZ2207;UTM  12      - 3,618,795.018   429,048.639   MT  0.99966207   -0 24 32.5
 CZ2207
 CZ2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2207!SPC AZ C     -   0.99993308  x   0.99990276  =   0.99983585
 CZ2207!UTM  12      -   0.99993308  x   0.99966207  =   0.99959518
 CZ2207
 CZ2207|---------------------------------------------------------------------|
 CZ2207| PID    Reference Object                     Distance      Geod. Az  |
 CZ2207|                                                           dddmmss.s |
 CZ2207| CH4792 AD 56 RM E                            8.845 METERS 08902     |
 CZ2207| CH4793 AD 56 RM S                            8.829 METERS 17905     |
 CZ2207| CZ2226 AA 58X                              APPROX. 5.6 KM 2373648.8 |
 CZ2207|---------------------------------------------------------------------|
 CZ2207
 CZ2207                          SUPERSEDED SURVEY CONTROL
 CZ2207
 CZ2207  NAD 83(1986)-  32 42 16.62275(N)    111 45 25.20042(W) AD(       ) 1
 CZ2207  NAD 27      -  32 42 16.40745(N)    111 45 22.74701(W) AD(       ) 1
 CZ2207  NGVD 29 (07/19/86)  455.91   (m)         1495.8    (f) LEVELING    3  
 CZ2207
 CZ2207.Superseded values are not recommended for survey control.
 CZ2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2207.See file dsdata.txt to determine how the superseded data were derived.
 CZ2207
 CZ2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2904918795(NAD 83)
 CZ2207_MARKER: DD = SURVEY DISK
 CZ2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2207
 CZ2207  HISTORY     - Date     Condition        Report By
 CZ2207  HISTORY     - 1966     MONUMENTED       DMA
 CZ2207
 CZ2207                          STATION DESCRIPTION
 CZ2207
 CZ2207'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2207'T-8-S.  R-6-E.  IN SECTION 20 NEAR THE SOUTHWEST CORNER.
 CZ2207'
 CZ2207'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2207'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2207'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2207'IS STAMPED--AD 56 1966 ARMY MAP SERVICE.
 CZ2207'
 CZ2207'THE STATION MARK IS LOCATED 66 FEET NORTH OF THE EAST-WEST
 CZ2207'FENCE.  87 FEET NORTH OF THE CENTERLINE OF THE ROAD EAST.  118
 CZ2207'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  89 FEET
 CZ2207'EAST OF THE NORTH-SOUTH FENCE.
 CZ2207'
 CZ2207'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2207'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2207'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2207'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2207'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2207'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND
 CZ2207'GO SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CZ2207'EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2207'2.6 MILES TO A FENCE CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2205 ***********************************************************************
 CZ2205  DESIGNATION -  AD 57
 CZ2205  PID         -  CZ2205
 CZ2205  STATE/COUNTY-  AZ/PINAL
 CZ2205  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2205
 CZ2205                         *CURRENT SURVEY CONTROL
 CZ2205  ___________________________________________________________________
 CZ2205* NAD 83(1992)-  32 41 24.45697(N)    111 45 21.94628(W)     ADJUSTED  
 CZ2205* NAVD 88     -       460.23   (+/-2cm)    1509.9    (feet)  VERTCON   
 CZ2205  ___________________________________________________________________
 CZ2205  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CZ2205  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2205  HORZ ORDER  -  FIRST
 CZ2205  VERT ORDER  -  THIRD ? (See Below)
 CZ2205
 CZ2205.The horizontal coordinates were established by classical geodetic methods
 CZ2205.and adjusted by the National Geodetic Survey in August 1993.
 CZ2205
 CZ2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2205.The vertical order pertains to the NGVD 29 superseded value.
 CZ2205
 CZ2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2205
 CZ2205.The geoid height was determined by GEOID03.
 CZ2205
 CZ2205;                    North         East     Units Scale Factor Converg.
 CZ2205;SPC AZ C     -   187,400.923   228,416.565   MT  0.99990279   +0 05 12.2
 CZ2205;SPC AZ C     -   614,832.42    749,398.18   iFT  0.99990279   +0 05 12.2
 CZ2205;UTM  12      - 3,617,187.832   429,121.915   MT  0.99966194   -0 24 30.2
 CZ2205
 CZ2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2205!SPC AZ C     -   0.99993250  x   0.99990279  =   0.99983529
 CZ2205!UTM  12      -   0.99993250  x   0.99966194  =   0.99959446
 CZ2205
 CZ2205|---------------------------------------------------------------------|
 CZ2205| PID    Reference Object                     Distance      Geod. Az  |
 CZ2205|                                                           dddmmss.s |
 CZ2205| CH4794 AD 57 RM E                            8.837 METERS 08852     |
 CZ2205| CH4795 AD 57 RM S                            8.840 METERS 17851     |
 CZ2205| CZ2226 AA 58X                              APPROX. 5.0 KM 2535304.1 |
 CZ2205|---------------------------------------------------------------------|
 CZ2205
 CZ2205                          SUPERSEDED SURVEY CONTROL
 CZ2205
 CZ2205  NAD 83(1986)-  32 41 24.45106(N)    111 45 21.94595(W) AD(       ) 1
 CZ2205  NAD 27      -  32 41 24.23390(N)    111 45 19.49398(W) AD(       ) 1
 CZ2205  NGVD 29 (07/19/86)  459.65   (m)         1508.0    (f) LEVELING    3  
 CZ2205
 CZ2205.Superseded values are not recommended for survey control.
 CZ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2205.See file dsdata.txt to determine how the superseded data were derived.
 CZ2205
 CZ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2912217188(NAD 83)
 CZ2205_MARKER: DD = SURVEY DISK
 CZ2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2205
 CZ2205  HISTORY     - Date     Condition        Report By
 CZ2205  HISTORY     - 1966     MONUMENTED       DMA
 CZ2205
 CZ2205                          STATION DESCRIPTION
 CZ2205
 CZ2205'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2205'T-8-S.  R-6-E.  IN SECTION 29 NEAR THE SOUTHWEST CORNER.
 CZ2205'
 CZ2205'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2205'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2205'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2205'IS STAMPED--AD 57 1966 ARMY MAP SERVICE.
 CZ2205'
 CZ2205'THE STATION IS LOCATED 70 FEET NORTH OF THE CENTERLINE OF
 CZ2205'EAST-WEST ROAD AND 487 FEET EAST OF THE CENTERLINE OF
 CZ2205'NORTH-SOUTH ROAD.
 CZ2205'
 CZ2205'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2205'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE
 CZ2205'TO FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2205'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2205'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES TO A T ROAD LEFT.
 CZ2205'TURN LEFT AND GO SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TAKE LEFT
 CZ2205'FORK AND GO EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF
 CZ2205'RIDGE) FOR 2.6 MILES TO A FENCE CORNER.  CONTINUE SOUTH FOR 1.0
 CZ2205'MILE TO A T ROAD LEFT.  TURN LEFT (EAST) THRU GROUP OF FARM
 CZ2205'BUILDINGS AND GO ABOUT 500 FEET EAST TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2209 ***********************************************************************
 CZ2209  DESIGNATION -  AD 58
 CZ2209  PID         -  CZ2209
 CZ2209  STATE/COUNTY-  AZ/PINAL
 CZ2209  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2209
 CZ2209                         *CURRENT SURVEY CONTROL
 CZ2209  ___________________________________________________________________
 CZ2209* NAD 83(1992)-  32 40 30.09366(N)    111 45 29.36429(W)     ADJUSTED  
 CZ2209* NAVD 88     -       465.82   (+/-2cm)    1528.3    (feet)  VERTCON   
 CZ2209  ___________________________________________________________________
 CZ2209  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2209  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2209  HORZ ORDER  -  FIRST
 CZ2209  VERT ORDER  -  THIRD ? (See Below)
 CZ2209
 CZ2209.The horizontal coordinates were established by classical geodetic methods
 CZ2209.and adjusted by the National Geodetic Survey in August 1993.
 CZ2209
 CZ2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2209.The vertical order pertains to the NGVD 29 superseded value.
 CZ2209
 CZ2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2209
 CZ2209.The geoid height was determined by GEOID03.
 CZ2209
 CZ2209;                    North         East     Units Scale Factor Converg.
 CZ2209;SPC AZ C     -   185,726.123   228,225.849   MT  0.99990272   +0 05 08.1
 CZ2209;SPC AZ C     -   609,337.67    748,772.47   iFT  0.99990272   +0 05 08.1
 CZ2209;UTM  12      - 3,615,515.145   428,916.787   MT  0.99966230   -0 24 33.6
 CZ2209
 CZ2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2209!SPC AZ C     -   0.99993162  x   0.99990272  =   0.99983435
 CZ2209!UTM  12      -   0.99993162  x   0.99966230  =   0.99959394
 CZ2209
 CZ2209|---------------------------------------------------------------------|
 CZ2209| PID    Reference Object                     Distance      Geod. Az  |
 CZ2209|                                                           dddmmss.s |
 CZ2209| CH4796 AD 58 RM E                            8.825 METERS 08855     |
 CZ2209| CH4797 AD 58 RM S                            8.838 METERS 17853     |
 CZ2209| CZ2226 AA 58X                              APPROX. 4.6 KM 2733158.2 |
 CZ2209|---------------------------------------------------------------------|
 CZ2209
 CZ2209                          SUPERSEDED SURVEY CONTROL
 CZ2209
 CZ2209  NAD 83(1986)-  32 40 30.08772(N)    111 45 29.36382(W) AD(       ) 1
 CZ2209  NAD 27      -  32 40 29.86904(N)    111 45 26.91327(W) AD(       ) 1
 CZ2209  NGVD 29 (07/19/86)  465.24   (m)         1526.4    (f) LEVELING    3  
 CZ2209
 CZ2209.Superseded values are not recommended for survey control.
 CZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2209.See file dsdata.txt to determine how the superseded data were derived.
 CZ2209
 CZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2891715515(NAD 83)
 CZ2209_MARKER: DD = SURVEY DISK
 CZ2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2209
 CZ2209  HISTORY     - Date     Condition        Report By
 CZ2209  HISTORY     - 1966     MONUMENTED       DMA
 CZ2209
 CZ2209                          STATION DESCRIPTION
 CZ2209
 CZ2209'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2209'T-9-S.  R-6-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2209'
 CZ2209'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2209'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2209'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2209'IS STAMPED--AD 58 1966 ARMY MAP SERVICE.
 CZ2209'
 CZ2209'THE STATION MARK IS LOCATED 108 FEET SOUTH OF THE EAST-WEST
 CZ2209'FENCE.  99 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2209'TRAIL.  79 FEET WEST OF CENTERLINE OF NORTH-SOUTH TRAIL.  152.7
 CZ2209'FEET SOUTHWEST OF A SECTION CORNER.  118.2 FEET SOUTHEAST OF A
 CZ2209'SECTION CORNER.
 CZ2209'
 CZ2209'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2209'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE
 CZ2209'TO FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2209'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2209'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2209'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2209'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO EAST
 CZ2209'AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR 2.6
 CZ2209'MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0 MILES
 CZ2209'TO A EAST-WEST FENCE AND A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1781 ***********************************************************************
 CZ1781  DESIGNATION -  ADAMS
 CZ1781  PID         -  CZ1781
 CZ1781  STATE/COUNTY-  AZ/COCHISE
 CZ1781  USGS QUAD   -  DRAGOON (1995)
 CZ1781
 CZ1781                         *CURRENT SURVEY CONTROL
 CZ1781  ___________________________________________________________________
 CZ1781* NAD 83(1992)-  32 02 02.21681(N)    110 06 56.39438(W)     ADJUSTED  
 CZ1781* NAVD 88     -      1715.     (meters)    5627.     (feet)  SCALED    
 CZ1781  ___________________________________________________________________
 CZ1781  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CZ1781  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CZ1781  HORZ ORDER  -  FIRST
 CZ1781
 CZ1781.The horizontal coordinates were established by classical geodetic methods
 CZ1781.and adjusted by the National Geodetic Survey in August 1993.
 CZ1781
 CZ1781.The orthometric height was scaled from a topographic map.
 CZ1781
 CZ1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1781
 CZ1781.The geoid height was determined by GEOID03.
 CZ1781
 CZ1781;                    North         East     Units Scale Factor Converg.
 CZ1781;SPC AZ E     -   114,632.303   218,177.040   MT  0.99990029   +0 01 37.4
 CZ1781;SPC AZ E     -   376,090.23    715,803.94   iFT  0.99990029   +0 01 37.4
 CZ1781;UTM  12      - 3,544,540.526   583,500.826   MT  0.99968599   +0 28 08.8
 CZ1781
 CZ1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1781!SPC AZ E     -   0.99973510  x   0.99990029  =   0.99963542
 CZ1781!UTM  12      -   0.99973510  x   0.99968599  =   0.99942118
 CZ1781
 CZ1781:                Primary Azimuth Mark                     Grid Az
 CZ1781:SPC AZ E     -  TEXAS SUMMIT                             050 55 56.8
 CZ1781:UTM  12      -  TEXAS SUMMIT                             050 29 25.4
 CZ1781
 CZ1781|---------------------------------------------------------------------|
 CZ1781| PID    Reference Object                     Distance      Geod. Az  |
 CZ1781|                                                           dddmmss.s |
 CZ1781| CZ0018 TEXAS SUMMIT                        APPROX. 5.1 KM 0505734.2 |
 CZ1781| CZ1783 PHOENIX EL PASO AWY BCN T 2           8.926 METERS 07326     |
 CZ1781| CC5920 ADAMS RM 1                            8.120 METERS 16136     |
 CZ1781| CC5921 ADAMS RM 2                           11.003 METERS 27854     |
 CZ1781|---------------------------------------------------------------------|
 CZ1781
 CZ1781                          SUPERSEDED SURVEY CONTROL
 CZ1781
 CZ1781  NAD 83(1986)-  32 02 02.21005(N)    110 06 56.39147(W) AD(       ) 1
 CZ1781  NAD 27      -  32 02 01.91600(N)    110 06 54.14300(W) AD(       ) 1
 CZ1781
 CZ1781.Superseded values are not recommended for survey control.
 CZ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1781.See file dsdata.txt to determine how the superseded data were derived.
 CZ1781
 CZ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8350144541(NAD 83)
 CZ1781_MARKER: DS = TRIANGULATION STATION DISK
 CZ1781_SETTING: 80 = SET IN A BOULDER
 CZ1781_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1781
 CZ1781  HISTORY     - Date     Condition        Report By
 CZ1781  HISTORY     - 1935     MONUMENTED       CGS
 CZ1781  HISTORY     - 1958     SEE DESCRIPTION  USGS
 CZ1781  HISTORY     - 1960     GOOD             CGS
 CZ1781  HISTORY     - 1968     GOOD             AMS
 CZ1781  HISTORY     - 1972     GOOD             AZHD
 CZ1781
 CZ1781                          STATION DESCRIPTION
 CZ1781
 CZ1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1781'STATION IS LOCATED ON A HIGH HILL ABOUT 11 MILES NORTHEAST
 CZ1781'OF BENSON, ON THE HILL JUST WEST OF THE HIGHWAY AND NEAR
 CZ1781'SAME, SEC. 20, T. 16 S., R. 22 E.
 CZ1781'
 CZ1781'TO REACH FROM BENSON, FROM THE RAILROAD TRACKS, FOLLOW THE
 CZ1781'WILLCOX ROAD FOR 12.8 MILES TO THE WASH LEADING TO THE LEFT,
 CZ1781'AND BACK TOWARDS THE MOUNTAIN, END OF TRUCK TRAVEL.  FROM
 CZ1781'HERE CONTINUE ON FOOT UP THE WASH FOR ABOUT 0.1 MILE, THEN
 CZ1781'CLIMB OUT ONTO THE RIDGE AND FOLLOW SAME TO THE TOP OF THE
 CZ1781'MOUNTAIN AND TO THE STATION.  STATION CAN BE SEEN
 CZ1781'FROM ANY OF THE SURROUNDING TERRITORY.
 CZ1781'
 CZ1781
 CZ1781                          STATION RECOVERY (1958)
 CZ1781
 CZ1781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CZ1781'STATION DESTROYED.  AN AIRWAY BEACON HAS BEEN BUILT ON STATION
 CZ1781'SITE.
 CZ1781
 CZ1781                          STATION RECOVERY (1960)
 CZ1781
 CZ1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1781'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CZ1781'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 CZ1781'IN THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND.
 CZ1781'TEXAS SUMMIT MAY BE USED FOR THE AZIMUTH MARK.
 CZ1781
 CZ1781                          STATION RECOVERY (1968)
 CZ1781
 CZ1781'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1781'MARK IS LOCATED ABOUT 12 AIRMILES (ENE) OF BENSON.  22 AIRMILES
 CZ1781'(N) OF TOMBSTONE.
 CZ1781'
 CZ1781'TO REACH FROM POST OFFICE IN BENSON GO (N) FOR ONE BLOCK
 CZ1781'TO INTERSECTION WITH U.S. HWY 80.  TURN RIGHT (E) ON HWY 80
 CZ1781'AND GO 11.9 MILES TO A PLACE WHERE POWERLINES CROSS THE
 CZ1781'HIGHWAY.  FROM HERE PACK (NW) ON A WELL DEFINED TRAIL WHICH
 CZ1781'FOLLOWS THE POWER LINES TO ADAMS AIRWAY BEACON AND STATION
 CZ1781'(1 HOUR PACK).  MARK IS LOCATED ON THE HIGHEST POINT OF
 CZ1781'ADAMS PEAK AND IS 9.0 M (WSW) OF ADAMS PEAK AIRWAYS BEACON
 CZ1781'S 61 DEG W AND 12.5 M (W) OF A SMALL METAL SHED
 CZ1781'S 86 DEG W.  STATION IS MARKED BY A USC AND GS
 CZ1781'BRONZE DISK STAMPED ADAMS USGS 1935.
 CZ1781'
 CZ1781'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK STAMPED ADAMS 1 USGS
 CZ1781'1935.  IT IS LOCATED 8.412 M (SSE) OF MARK
 CZ1781'S 19 DEG E AND A DE OF -1.67 M.
 CZ1781'
 CZ1781'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK STAMPED ADAMS
 CZ1781'2 USGS 1935, AND 11.122 M (W) OF MARK  N 82 DEG W
 CZ1781'AND A DE OF -0.76M.
 CZ1781'
 CZ1781'CONDITION OF ALL EXISTING MARKS EXCELLENT INCLUDING VIEW.
 CZ1781
 CZ1781                          STATION RECOVERY (1972)
 CZ1781
 CZ1781'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EJL)
 CZ1781'MARK IS LOCATED ABOUT 12 AIRMILES (ENE) OF BENSON.  22 AIRMILES
 CZ1781'(N) OF TOMBSTONE.
 CZ1781'
 CZ1781'STATION MARK GOOD.
 CZ1781'
 CZ1781'REFERENCE MARKS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2070 ***********************************************************************
 DU2070  DESIGNATION -  ADAMS
 DU2070  PID         -  DU2070
 DU2070  STATE/COUNTY-  AZ/PINAL
 DU2070  USGS QUAD   -  FLORENCE (1981)
 DU2070
 DU2070                         *CURRENT SURVEY CONTROL
 DU2070  ___________________________________________________________________
 DU2070* NAD 83(1992)-  33 00 19.33038(N)    111 26 40.60409(W)     ADJUSTED  
 DU2070* NAVD 88     -       452.6    (meters)    1485.     (feet)  VERTCON   
 DU2070  ___________________________________________________________________
 DU2070  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DU2070  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU2070  HORZ ORDER  -  SECOND
 DU2070
 DU2070.The horizontal coordinates were established by classical geodetic methods
 DU2070.and adjusted by the National Geodetic Survey in August 1993.
 DU2070
 DU2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2070
 DU2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2070
 DU2070.The geoid height was determined by GEOID03.
 DU2070
 DU2070;                    North         East     Units Scale Factor Converg.
 DU2070;SPC AZ C     -   222,445.967   257,468.124   MT  0.99992398   +0 15 25.7
 DU2070;SPC AZ C     -   729,809.60    844,711.69   iFT  0.99992398   +0 15 25.7
 DU2070;UTM  12      - 3,651,969.990   458,468.522   MT  0.99962127   -0 14 31.9
 DU2070
 DU2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2070!SPC AZ C     -   0.99993358  x   0.99992398  =   0.99985757
 DU2070!UTM  12      -   0.99993358  x   0.99962127  =   0.99955488
 DU2070
 DU2070:                Primary Azimuth Mark                     Grid Az
 DU2070:SPC AZ C     -  POSTEN                                   030 50 17.8
 DU2070:UTM  12      -  POSTEN                                   031 20 15.4
 DU2070
 DU2070|---------------------------------------------------------------------|
 DU2070| PID    Reference Object                     Distance      Geod. Az  |
 DU2070|                                                           dddmmss.s |
 DU2070| DU0546 POSTEN                              APPROX. 6.5 KM 0310543.5 |
 DU2070| CH4798 ADAMS RM 1                           14.548 METERS 08258     |
 DU2070| CH4799 ADAMS RM 2                           12.113 METERS 27430     |
 DU2070|---------------------------------------------------------------------|
 DU2070
 DU2070                          SUPERSEDED SURVEY CONTROL
 DU2070
 DU2070  NAD 83(1986)-  33 00 19.32256(N)    111 26 40.60482(W) AD(       ) 2
 DU2070  NAD 27      -  33 00 19.09845(N)    111 26 38.16728(W) AD(       ) 2
 DU2070  NGVD 29 (07/19/86)  452.1    (m)         1483.     (f) VERT ANG    3  
 DU2070
 DU2070.Superseded values are not recommended for survey control.
 DU2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2070.See file dsdata.txt to determine how the superseded data were derived.
 DU2070
 DU2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5846951970(NAD 83)
 DU2070_MARKER: DD = SURVEY DISK
 DU2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2070+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2007
 DU2070
 DU2070  HISTORY     - Date     Condition        Report By
 DU2070  HISTORY     - 1975     MONUMENTED       AZDT
 DU2070  HISTORY     - 19950919 GOOD             USPSQD
 DU2070  HISTORY     - 20060224 GOOD             USPSQD
 DU2070  HISTORY     - 20070316 GOOD             GEOCAC
 DU2070
 DU2070                          STATION DESCRIPTION
 DU2070
 DU2070'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2070'THE STATION IS LOCATED ABOUT 3.7 MILES WEST SOUTHWEST OF
 DU2070'FLORENCE AND 5 MILES EAST NORTHEAST OF COOLIDGE ALONG STATE
 DU2070'HIGHWAY 287.
 DU2070'
 DU2070'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED ADAMS
 DU2070'P AND M G.S. 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2070'MONUMENT.  THE STATION IS 28 FEET NORTH OF A HISTORICAL MONUMENT
 DU2070'TO OLD ADAMSVILLE AND IS MARKED BY A WITNESS POST AND SIGN 3
 DU2070'FEET NORTH.
 DU2070'
 DU2070'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2070'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2070'MARK IS 70 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 287.
 DU2070'
 DU2070'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2070'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 52 FEET
 DU2070'EAST OF THE CENTERLINE OF THE ADAMSVILLE ROAD.
 DU2070'
 DU2070'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO SOUTH
 DU2070'ON STATE HIGHWAY 287 FOR 0.8 MILES TO THE JUNCTION OF STATE
 DU2070'HIGHWAY 287 AND U.S. 80-89.  CONTINUE WEST-SOUTHWEST ON STATE
 DU2070'HIGHWAY 287 FOR 3.45 MILES TO MILE POST 139.26 AND THE STATION
 DU2070'ON THE RIGHT (NORTH).
 DU2070'
 DU2070'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2070
 DU2070                          STATION RECOVERY (1995)
 DU2070
 DU2070'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2070'RECOVERED IN GOOD CONDITION.
 DU2070
 DU2070                          STATION RECOVERY (2006)
 DU2070
 DU2070'RECOVERY NOTE BY US POWER SQUADRON 2006 (JH)
 DU2070'RECOVERED AS DESCRIBED.
 DU2070
 DU2070                          STATION RECOVERY (2007)
 DU2070
 DU2070'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 DU2070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2197 ***********************************************************************
 DU2197  DESIGNATION -  ADAMS
 DU2197  PID         -  DU2197
 DU2197  STATE/COUNTY-  AZ/MARICOPA
 DU2197  USGS QUAD   -  ADAMS MESA (1964)
 DU2197
 DU2197                         *CURRENT SURVEY CONTROL
 DU2197  ___________________________________________________________________
 DU2197* NAD 83(1992)-  33 38 39.41410(N)    111 35 28.49301(W)     ADJUSTED  
 DU2197* NAVD 88     -       768.2    (meters)    2520.     (feet)  VERTCON   
 DU2197  ___________________________________________________________________
 DU2197  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DU2197  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DU2197  HORZ ORDER  -  FIRST
 DU2197
 DU2197.The horizontal coordinates were established by classical geodetic methods
 DU2197.and adjusted by the National Geodetic Survey in August 1993.
 DU2197
 DU2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2197
 DU2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2197
 DU2197.The geoid height was determined by GEOID03.
 DU2197
 DU2197;                    North         East     Units Scale Factor Converg.
 DU2197;SPC AZ C     -   293,249.306   243,545.508   MT  0.99991123   +0 10 49.1
 DU2197;SPC AZ C     -   962,104.02    799,033.82   iFT  0.99991123   +0 10 49.1
 DU2197;UTM  12      - 3,722,872.511   445,172.606   MT  0.99963706   -0 19 39.3
 DU2197
 DU2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2197!SPC AZ C     -   0.99988397  x   0.99991123  =   0.99979521
 DU2197!UTM  12      -   0.99988397  x   0.99963706  =   0.99952107
 DU2197
 DU2197|---------------------------------------------------------------------|
 DU2197| PID    Reference Object                     Distance      Geod. Az  |
 DU2197|                                                           dddmmss.s |
 DU2197| CR5345 ADAMS RM 1                            6.416 METERS 11637     |
 DU2197| CR5344 ADAMS AZ MK                                        1421925.2 |
 DU2197| CR5346 ADAMS RM 2                            8.364 METERS 21326     |
 DU2197|---------------------------------------------------------------------|
 DU2197
 DU2197                          SUPERSEDED SURVEY CONTROL
 DU2197
 DU2197  NAD 83(1986)-  33 38 39.41139(N)    111 35 28.50079(W) AD(       ) 1
 DU2197  NAD 27      -  33 38 39.25700(N)    111 35 26.01300(W) AD(       ) 1
 DU2197  NGVD 29 (07/10/87)  767.7    (m)         2519.     (f) VERT ANG    3  
 DU2197
 DU2197.Superseded values are not recommended for survey control.
 DU2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2197.See file dsdata.txt to determine how the superseded data were derived.
 DU2197
 DU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4517322873(NAD 83)
 DU2197_MARKER: DS = TRIANGULATION STATION DISK
 DU2197_SETTING: 66 = SET IN ROCK OUTCROP
 DU2197_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2197+STABILITY: POSITION/ELEVATION WELL
 DU2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2197+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2008
 DU2197
 DU2197  HISTORY     - Date     Condition        Report By
 DU2197  HISTORY     - 1935     MONUMENTED       CGS
 DU2197  HISTORY     - 1981     GOOD             AZDT
 DU2197  HISTORY     - 20080908 GOOD             GEOCAC
 DU2197
 DU2197                          STATION DESCRIPTION
 DU2197
 DU2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2197'ON THE HIGHEST PONIT OF ADAMS MESA, ABOUT 4 MILES, AIR LINE, EAST
 DU2197'OF VERDE RIVER AND ABOUT 6 MILES, AIR LINE, NORTH OF THE SALT RIVER.
 DU2197'MARKED BY A STANDARD BRONZE DISK.
 DU2197'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK.
 DU2197'IS 6.643 METERS (21.79 FEET) FROM STATION S 63 DEG 23 MIN E.
 DU2197'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2197'IS 8.500 METERS (27.89 FEET) FROM STATION
 DU2197'S 33 DEG 26 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DU2197'IS ONE-FOURTH MILE FROM STATION S 37 DEG 40 MIN E.
 DU2197
 DU2197                          STATION RECOVERY (1981)
 DU2197
 DU2197'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2197'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DU2197'DESCRIBED IN 1935.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2197'
 DU2197'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU2197'FEET ALONG MAIN STREET TO SOUTH MCLANE ROAD.  TURN LEFT FOR 0.6 MILE
 DU2197'TO STATE ROUTE 87.  TURN RIGHT ALONG SR 87 FOR 38 MILES TO THE BRIDGE
 DU2197'OVER SYCAMORE CREEK,  CONTINUE SOUTH ALONG SR 87 FOR 7.1 MILES TO THE
 DU2197'CREST OF TOMBSTONE RIDGE, CONTINUE SOUTH ALONG SR 87 FOR 4.2 MILES TO
 DU2197'THE POINT WHERE SR 87 BECOMES A DIVIDED HIGHWAY, CONTINUE SOUTH ALONG
 DU2197'SR 87 FOR 0.6 MILES TO A CROSS ROAD.  TURN RIGHT CROSSING OVER A
 DU2197'CATTLE GUARD, CONTINUE ALONG MAIN ROAD FOR 2.65 MILES TO A LARGE WASH,
 DU2197'TURN LEFT AND TRAVEL WEST DOWN THE WASH FOR 1.75 MILES TO A TRACK ROAD
 DU2197'IN A WASH ON THE LEFT.  TURN LEFT UP WASH FOR 1.55 MILES TO END OF
 DU2197'TRUCK TRAVEL.  PACK UP WASH AND ACROSS COUNTRY TO A SADDLE AND AZIMUTH
 DU2197'MARK.  TURN RIGHT AND PACK TO TOP OF HILL AND STATION.
 DU2197
 DU2197                          STATION RECOVERY (2008)
 DU2197
 DU2197'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2197'RECOVERED STATION ADAMS, RM 1, RM 2 AND AZIMUTH MARK ALL IN GOOD
 DU2197'CONDITION.  AZIMUTH
 DU2197'MARK IS A STANDARD USCGS REFERENCE MARK DISK STAMPED ADAMS AZI. 1935
 DU2197'NO. 3 AND IS SET
 DU2197'IN A BOULDER THAT PROJECTS APPROXIMATELY 2 FEET.  HANDHELD GPSR
 DU2197'INDICATED COORDINATES FOR
 DU2197'THE AZIMUTH MARK OF N 33 38.505 W 111 35.336.  DISREGARD REFERENCE IN
 DU2197'TO REACH
 DU2197'INFORMATION AS TO START OF HIGHWAY 87 AS DIVIDED HIGHWAY.  THE TURN
 DU2197'WEST OFF SOUTHBOUND
 DU2197'87 IS LOCATED AT N 33 38.495 W 111 32.484 ONTO WHAT IS DESIGNATED AS
 DU2197'FOREST SERVICE ROAD
 DU2197'403 AND FOLLOW TO REACH INFORMATION FROM THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0955 ***********************************************************************
 CG0955  DESIGNATION -  ADAMSON
 CG0955  PID         -  CG0955
 CG0955  STATE/COUNTY-  AZ/COCHISE
 CG0955  USGS QUAD   -  SAINT DAVID (1973)
 CG0955
 CG0955                         *CURRENT SURVEY CONTROL
 CG0955  ___________________________________________________________________
 CG0955* NAD 83(1992)-  31 57 42.98230(N)    110 10 49.98445(W)     ADJUSTED  
 CG0955* NAVD 88     -      1237.87   (+/-2cm)    4061.2    (feet)  VERTCON   
 CG0955  ___________________________________________________________________
 CG0955  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 CG0955  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CG0955  HORZ ORDER  -  FIRST
 CG0955  VERT ORDER  -  THIRD ? (See Below)
 CG0955
 CG0955.The horizontal coordinates were established by classical geodetic methods
 CG0955.and adjusted by the National Geodetic Survey in August 1993.
 CG0955
 CG0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0955.The vertical order pertains to the NGVD 29 superseded value.
 CG0955
 CG0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0955
 CG0955.The geoid height was determined by GEOID03.
 CG0955
 CG0955;                    North         East     Units Scale Factor Converg.
 CG0955;SPC AZ E     -   106,647.137   212,047.593   MT  0.99990002   -0 00 26.5
 CG0955;SPC AZ E     -   349,892.18    695,694.20   iFT  0.99990002   -0 00 26.5
 CG0955;UTM  12      - 3,536,510.126   577,434.441   MT  0.99967395   +0 26 01.7
 CG0955
 CG0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0955!SPC AZ E     -   0.99981001  x   0.99990002  =   0.99971005
 CG0955!UTM  12      -   0.99981001  x   0.99967395  =   0.99948402
 CG0955
 CG0955:                Primary Azimuth Mark                     Grid Az
 CG0955:SPC AZ E     -  ADAMSON AZ MK                            002 30 52.0
 CG0955:UTM  12      -  ADAMSON AZ MK                            002 04 23.8
 CG0955
 CG0955|---------------------------------------------------------------------|
 CG0955| PID    Reference Object                     Distance      Geod. Az  |
 CG0955|                                                           dddmmss.s |
 CG0955| CC5922 ADAMSON AZ MK                                      0023025.5 |
 CG0955| CC5923 ADAMSON RM 1                         25.207 METERS 15540     |
 CG0955| CG0977 BENSON MTN ST TEL CO MW KPS 85      APPROX.18.1 KM 2594354.6 |
 CG0955| CC5924 ADAMSON RM 2                         30.995 METERS 33728     |
 CG0955|---------------------------------------------------------------------|
 CG0955
 CG0955                          SUPERSEDED SURVEY CONTROL
 CG0955
 CG0955  NAD 83(1986)-  31 57 42.97582(N)    110 10 49.98112(W) AD(       ) 1
 CG0955  NAD 27      -  31 57 42.67700(N)    110 10 47.73111(W) AD(       ) 1
 CG0955  NGVD 29 (07/19/86) 1237.04   (m)         4058.5    (f) LEVELING    3  
 CG0955
 CG0955.Superseded values are not recommended for survey control.
 CG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0955.See file dsdata.txt to determine how the superseded data were derived.
 CG0955
 CG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7743436510(NAD 83)
 CG0955_MARKER: DS = TRIANGULATION STATION DISK
 CG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0955
 CG0955  HISTORY     - Date     Condition        Report By
 CG0955  HISTORY     - 1970     MONUMENTED       NGS
 CG0955  HISTORY     - 20030312 POOR             NGS
 CG0955
 CG0955                          STATION DESCRIPTION
 CG0955
 CG0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG0955'THE STATION IS LOCATED ABOUT 7 MILES EAST OF BENSON, 4-1/2 MILES
 CG0955'NORTHEAST OF ST. DAVID, 2 MILES SOUTH OF INTERSTATE HIGHWAY 10, ON
 CG0955'LAND OWNED BY THE STATE OF ARIZONA AND LEASED BY MR. LLOYD ADAMS.
 CG0955'
 CG0955'TO REACH THE STATION FROM THE SIBYL EXIT ON INTERSTATE HIGHWAY 10
 CG0955'ABOUT 7 MILES EAST OF BENSON GO SOUTHWEST ON SIBYL ROAD FOR 0.75
 CG0955'MILES TO THE END OF THE PAVEMENT.  CONTINUE SOUTH ON THE BLADED ROAD
 CG0955'FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AND A DIM FORK ON
 CG0955'THE RIGHT. CONTINUE SOUTH ON THE BLADED ROAD FOR 0.25 MILE TO THE
 CG0955'STATION ON THE LEFT AS DESCRIBED.
 CG0955'
 CG0955'THE STATION MARK IS A STANDARD DISK STAMPED ADAMSON 1970, SET IN THE
 CG0955'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CG0955'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 CG0955'EAST OF THE CENTER OF THE BLADED ROAD AND 3.5 FEET WEST OF A METAL
 CG0955'WITNESS POST WITH SIGN.  AN UNDERGROUND MARK WAS SET ABOUT 42 INCHES
 CG0955'BELOW THE GROUND SURFACE.
 CG0955'
 CG0955'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADAMSON NO 1 1970, SET IN
 CG0955'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CG0955'AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 106
 CG0955'FEET EAST OF THE CENTER OF THE BLADED ROAD AND 81.5 FEET SOUTH OF
 CG0955'THE METAL WITNESS POST WITH SIGN SET NEAR THE STATION MARK.
 CG0955'
 CG0955'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADAMSON NO 2 1970, SET IN
 CG0955'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CG0955'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 CG0955'EAST OF THE CENTER OF THE BLADED ROAD AND 2 FEET EAST-SOUTHEAST OF A
 CG0955'METAL WITNESS POST WITH SIGN.
 CG0955'
 CG0955'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADAMSON 1970, SET IN THE
 CG0955'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CG0955'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET
 CG0955'EAST OF THE CENTER OF THE BLADED ROAD AND 2 FEET SOUTH OF A METAL
 CG0955'WITNESS POST WITH SIGN.
 CG0955
 CG0955                          STATION RECOVERY (2003)
 CG0955
 CG0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DHM)
 CG0955'AZIMUTH MARK AND RM2 DESTROYED BY ROAD CONSTRUCTION - MARKS FORWARDED
 CG0955'TO NGS BY COCHISE COUNTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0344 ***********************************************************************
 CY0344  DESIGNATION -  ADOBE
 CY0344  PID         -  CY0344
 CY0344  STATE/COUNTY-  AZ/COCHISE
 CY0344  USGS QUAD   -  OLGA (1974)
 CY0344
 CY0344                         *CURRENT SURVEY CONTROL
 CY0344  ___________________________________________________________________
 CY0344* NAD 83(1992)-  32 16 20.76962(N)    109 15 43.88164(W)     ADJUSTED  
 CY0344* NAVD 88     -      1098.09   (+/-2cm)    3602.7    (feet)  VERTCON   
 CY0344  ___________________________________________________________________
 CY0344  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CY0344  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0344  HORZ ORDER  -  SECOND
 CY0344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0344
 CY0344.The horizontal coordinates were established by classical geodetic methods
 CY0344.and adjusted by the National Geodetic Survey in August 1993.
 CY0344
 CY0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0344.The vertical order pertains to the NGVD 29 superseded value.
 CY0344
 CY0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0344
 CY0344.The geoid height was determined by GEOID03.
 CY0344
 CY0344;                    North         East     Units Scale Factor Converg.
 CY0344;SPC AZ E     -   141,433.329   298,566.236   MT  0.99998950   +0 28 58.7
 CY0344;SPC AZ E     -   464,020.11    979,548.02   iFT  0.99998950   +0 28 58.7
 CY0344;UTM  12      - 3,571,959.367   663,669.163   MT  0.99993035   +0 55 41.2
 CY0344
 CY0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0344!SPC AZ E     -   0.99983181  x   0.99998950  =   0.99982131
 CY0344!UTM  12      -   0.99983181  x   0.99993035  =   0.99976217
 CY0344
 CY0344|---------------------------------------------------------------------|
 CY0344| PID    Reference Object                     Distance      Geod. Az  |
 CY0344|                                                           dddmmss.s |
 CY0344| CY0343 ADOBE RM 2                           14.523 METERS 26802     |
 CY0344| CY0301 T 330                                              3083340.0 |
 CY0344| CY0345 ADOBE RM 1                           10.045 METERS 35732     |
 CY0344|---------------------------------------------------------------------|
 CY0344
 CY0344                          SUPERSEDED SURVEY CONTROL
 CY0344
 CY0344  NAD 83(1986)-  32 16 20.76521(N)    109 15 43.87950(W) AD(       ) 2
 CY0344  NAD 27      -  32 16 20.48530(N)    109 15 41.66400(W) AD(       ) 2
 CY0344  NGVD 29 (??/??/92) 1097.445  (m)         3600.53   (f) ADJ UNCH    2 0
 CY0344
 CY0344.Superseded values are not recommended for survey control.
 CY0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0344.See file dsdata.txt to determine how the superseded data were derived.
 CY0344
 CY0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6366971959(NAD 83)
 CY0344_MARKER: DS = TRIANGULATION STATION DISK
 CY0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0344_STAMPING: ADOBE 1960
 CY0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0344+STABILITY: SURFACE MOTION
 CY0344
 CY0344  HISTORY     - Date     Condition        Report By
 CY0344  HISTORY     - 1960     MONUMENTED       CGS
 CY0344  HISTORY     - 1960     GOOD             CGS
 CY0344  HISTORY     - 1968     GOOD             CGS
 CY0344  HISTORY     - 1972     GOOD             AZHD
 CY0344
 CY0344                          STATION DESCRIPTION
 CY0344
 CY0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0344'STATION IS LOCATED ON THE EAST SIDE OF A GRAVEL ROAD LEADING
 CY0344'TO A VOR STATION, ABOUT 2 MILES WEST OF SAN SIMON AND 0.3
 CY0344'MILE SOUTH OF STATE HIGHWAY 86, IN THE NORTHWEST 1/4 OF SECTION
 CY0344'26, T 13 S, R 30 E.
 CY0344'
 CY0344'REACHED FROM THE CAUTION LIGHT IN BOWIE (ABOUT 0.1 MILE SOUTH
 CY0344'OF THE POST OFFICE) BY GOING EASTERLY ON STATE HIGHWAY 86 FOR
 CY0344'12.55 MILES TO MILE POST 365, CONTINUE EAST ON HIGHWAY 86 FOR
 CY0344'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON
 CY0344'HIGHWAY 86 FOR 0.6 MILE TO A SIDE ROAD RIGHT AND METAL GATE,
 CY0344'TURN RIGHT, PASSING THROUGH GATE AND FOLLOW GRAVEL ROAD SOUTH
 CY0344'FOR 0.3 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING
 CY0344'OLD ADOBE HOUSE ON THE RIGHT.
 CY0344'
 CY0344'STATION MARKS ARE STANDARD DISKS, STAMPED ADOBE 1960.  THE
 CY0344'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0344'POST PROJECTING 6 INCHES.  IT IS 29 FEET EAST OF THE CENTER OF
 CY0344'THE GRAVEL ROAD AND 13.4 FEET NORTH OF A POWER LINE GUY POLE.
 CY0344'
 CY0344'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADOBE NO 1 1960,
 CY0344'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0344'2 INCHES.  IT IS 44 FEET NORTH OF THE GUY POLE AND 25 FEET EAST
 CY0344'OF THE CENTER OF THE ROAD.
 CY0344'
 CY0344'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADOBE NO 2 1960,
 CY0344'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0344'1 INCH.  IT IS 18 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET
 CY0344'NORTH OF A POWERLINE POLE AND 3 FEET EAST OF A WIRE FENCE.
 CY0344'
 CY0344'BENCH MARK T 330 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 CY0344'DISK, STAMPED T 330 1952, SET IN THE TOP OF AN 11-INCH, ROUND,
 CY0344'CONCRETE POST PROJECTING 4 INCHES.  IT IS 94 FEET NORTH OF
 CY0344'THE CENTER OF STATE HIGHWAY 86, 94 FEET SOUTH OF THE SOUTH RAIL
 CY0344'OF RAILROAD TRACKS AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.
 CY0344
 CY0344                          STATION RECOVERY (1960)
 CY0344
 CY0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0344'2.6 MI W FROM SAN SIMON.
 CY0344'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON PAVED
 CY0344'STREET, THENCE 2.15 MILES WEST ON STATE HIGHWAY 86 TO A T-ROAD, THENCE
 CY0344'0.3 MILE SOUTH ON THE GRAVEL ROAD TO THE STATION, 13.4 FEET NORTH OF A
 CY0344'POWER POLE GUY-POLE, 29.0 FEET EAST OF CENTER OF GRAVEL ROAD, SET IN
 CY0344'THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CY0344
 CY0344                          STATION RECOVERY (1968)
 CY0344
 CY0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MRH)
 CY0344'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0344
 CY0344                          STATION RECOVERY (1972)
 CY0344
 CY0344'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY0344'A. GENERAL LOCATION SAME AS GIVEN
 CY0344'
 CY0344'B. TO REACH STATION FROM EB LANE ON I-10 GO 0.2 PAST MP 378
 CY0344'TO A SIDE ROAD AND GATE.  STA. IS 1500 S AND ON THE LEFT OF
 CY0344'ROAD.
 CY0344'
 CY0344'C. STATION MARK GOOD
 CY0344'
 CY0344'D. REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0217 ***********************************************************************
 CG0217  DESIGNATION -  ADOBE
 CG0217  PID         -  CG0217
 CG0217  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0217  USGS QUAD   -  RIO RICO (1981)
 CG0217
 CG0217                         *CURRENT SURVEY CONTROL
 CG0217  ___________________________________________________________________
 CG0217* NAD 83(1992)-  31 26 40.43044(N)    110 58 13.78351(W)     ADJUSTED  
 CG0217* NAVD 88     -      1092.35   (+/-2cm)    3583.8    (feet)  VERTCON   
 CG0217  ___________________________________________________________________
 CG0217  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CG0217  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0217  HORZ ORDER  -  FIRST
 CG0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0217
 CG0217.The horizontal coordinates were established by classical geodetic methods
 CG0217.and adjusted by the National Geodetic Survey in August 1993.
 CG0217
 CG0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0217.The vertical order pertains to the NGVD 29 superseded value.
 CG0217
 CG0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0217
 CG0217.The geoid height was determined by GEOID03.
 CG0217
 CG0217;                    North         East     Units Scale Factor Converg.
 CG0217;SPC AZ C     -    49,672.753   303,294.342   MT  0.99999973   +0 29 37.1
 CG0217;SPC AZ C     -   162,968.35    995,060.18   iFT  0.99999973   +0 29 37.1
 CG0217;UTM  12      - 3,478,872.871   502,803.534   MT  0.99960010   +0 00 55.4
 CG0217
 CG0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0217!SPC AZ C     -   0.99983313  x   0.99999973  =   0.99983286
 CG0217!UTM  12      -   0.99983313  x   0.99960010  =   0.99943330
 CG0217
 CG0217|---------------------------------------------------------------------|
 CG0217| PID    Reference Object                     Distance      Geod. Az  |
 CG0217|                                                           dddmmss.s |
 CG0217| CG0216 ADOBE RM 1                           26.923 METERS 06307     |
 CG0217| CC5930 ADOBE AZ MK RESET                                  1273438.0 |
 CG0217| CC5931 ADOBE RM 3 AZIMUTH                                 1291114.6 |
 CG0217| CG1024 NOGALES AZHD RADIO MAST             APPROX.11.9 KM 1720218.4 |
 CG0217| CG0218 ADOBE RM 2                           11.543 METERS 32407     |
 CG0217|---------------------------------------------------------------------|
 CG0217
 CG0217                          SUPERSEDED SURVEY CONTROL
 CG0217
 CG0217  NAD 83(1986)-  31 26 40.41798(N)    110 58 13.77899(W) AD(       ) 1
 CG0217  NAD 27      -  31 26 40.07600(N)    110 58 11.46100(W) AD(       ) 1
 CG0217  NGVD 29 (??/??/92) 1091.496  (m)         3581.02   (f) ADJ UNCH    2 0
 CG0217
 CG0217.Superseded values are not recommended for survey control.
 CG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0217.See file dsdata.txt to determine how the superseded data were derived.
 CG0217
 CG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0280478873(NAD 83)
 CG0217_MARKER: DS = TRIANGULATION STATION DISK
 CG0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0217_STAMPING: ADOBE 1935
 CG0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0217+STABILITY: SURFACE MOTION
 CG0217
 CG0217  HISTORY     - Date     Condition        Report By
 CG0217  HISTORY     - 1935     MONUMENTED       CGS
 CG0217  HISTORY     - 1951     GOOD             CGS
 CG0217  HISTORY     - 1956     GOOD             USE
 CG0217  HISTORY     - 1959     GOOD             CGS
 CG0217  HISTORY     - 1959     GOOD             NGS
 CG0217  HISTORY     - 1967     GOOD             CGS
 CG0217  HISTORY     - 1971     GOOD             AZHD
 CG0217
 CG0217                          STATION DESCRIPTION
 CG0217
 CG0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0217'ABOUT 8 MILES, AIR LINE, NORTH OF NOGALES.  ABOUT 0.2 MILE
 CG0217'WEST OF U.S. HIGHWAY NO. 89, ON THE TOP OF A LOW HILL OR
 CG0217'KNOLL.  MARKED BY A STANDARD BRONZE DISK.  REFERENCE MARK NO.
 CG0217'1, A STANDARD BRONZE REFERENCE DISK, IS 26.940 METERS (88.39
 CG0217'FEET) FROM STATION N 63 DEG 07 MIN E. REFERENCE MARK
 CG0217'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS 11.542 METERS
 CG0217'(37.87 FEET) FROM STATION N 35 DEG 52 MIN W. AZIMUTH
 CG0217'MARK (REFERENCE MARK NO. 3) A STANDARD BRONZE DISK, IS SET IN
 CG0217'DRILL HOLE IN CULVERT ON THE EAST SIDE OF U.S. HIGHWAY NO.
 CG0217'89, 0.2 MILE SOUTH OF OLD ADOBE HOUSE AND S 50 DEG 50 MIN E
 CG0217'FROM THE STATION.
 CG0217
 CG0217                          STATION RECOVERY (1951)
 CG0217
 CG0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (SHD)
 CG0217'LETTER OF MR. M.B. MILLS, JR. RES. ENGR., ARIZONA STATE HWY
 CG0217'DEPT., TUMACACORI, ARIZONA, DATED 4/4/51--
 CG0217'
 CG0217'THE STATION AND AZIMUTH MARK RECOVERED.  THE AZIMUTH MARK
 CG0217'WAS DESTROYED DUE TO THE CONSTRUCTION OF A NEW CONCRETE BOX CULVERT.
 CG0217'A NEW MARK, STAMPED ADOBE 1935 RESET 1951, WAS SET 121.83
 CG0217'FEET E FROM THE OLD MARK IN THE W CURB OR HEAD WALL OF THE
 CG0217'NEW CONCRETE CULVERT.  THE OLD CULVERT HAS BEEN REMOVED.
 CG0217
 CG0217                          STATION RECOVERY (1956)
 CG0217
 CG0217'RECOVERY NOTE BY US ENGINEERS 1956
 CG0217'STATION RECOVERED AS DESCRIBED.
 CG0217'
 CG0217'REFERENCE MARKS 1 AND 2 FOUND TO BE IN GOOD CONDITION.
 CG0217
 CG0217                          STATION RECOVERY (1959)
 CG0217
 CG0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG0217'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION AND AS
 CG0217'DESCRIBED.
 CG0217'
 CG0217'THE STATION MARK IS A STANDARD DISK STAMPED ADOBE 1935, SET
 CG0217'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 CG0217'7.5 FEET SOUTH OF A WITNESS POST.
 CG0217'
 CG0217'R.M. 1 IS A STANDARD DISK STAMPED ADOBE NO--1 1935, SET IN A
 CG0217'DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES AND IS 88.0
 CG0217'FEET EAST OF THE WITNESS POST.
 CG0217'
 CG0217'R.M. 2 IS A STANDARD DISK STAMPED ADOBE NO--2 1935, SET IN A
 CG0217'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 30.8 FEET
 CG0217'NORTH OF THE WITNESS POST.
 CG0217'
 CG0217'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADOBE 1935 1951
 CG0217'RESET, SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL
 CG0217'OF A CONCRETE DOUBLE CULVERT BENEATH U.S. HIGHWAY 89, APPROXIMATELY
 CG0217'0.3 MILE SOUTHEAST OF THE STATION.
 CG0217'
 CG0217'TO REACH THE STATION FROM THE TUMACACORI POST OFFICE AND
 CG0217'NATIONAL MONUMENT, GO SOUTH ON U.S. HIGHWAY 89 FOR 10.5 MILES
 CG0217'TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE RIGHT, WHICH
 CG0217'IS 0.4 MILE SOUTH OF MILE POST 9.  CONTINUE AHEAD FOR 0.05
 CG0217'MILE TO A METAL GATE ON THE RIGHT, GO THROUGH THE GATE TO AN
 CG0217'OLD PAVED ROAD, GO NORTH ON THE OLD PAVEMENT FOR 0.05 TO A WASH,
 CG0217'TURN LEFT AND THEN RIGHT ACROSS THE WASH AND FOLLOW A DIM
 CG0217'TRACK ROAD NORTHWESTERLY FOR 0.25 MILE TO THE TOP OF THE RIDGE
 CG0217'AND THE STATION.
 CG0217
 CG0217                          STATION RECOVERY (1959)
 CG0217
 CG0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0217'10.5 MI S FROM TUMACACORI.
 CG0217'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0217'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, THENCE WEST ABOUT 0.2
 CG0217'MILE TO THE TOP OF A SMALL HILL, 7.5 FEET SOUTH OF THE WITNESS POST,
 CG0217'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CG0217
 CG0217                          STATION RECOVERY (1967)
 CG0217
 CG0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG0217'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CG0217'FOUND IN GOOD CONDITION.
 CG0217'
 CG0217'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 CG0217'ADEQUATE.
 CG0217
 CG0217                          STATION RECOVERY (1971)
 CG0217
 CG0217'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (PG)
 CG0217'A.  GENERAL LOCATION ABOUT 8 MI N OF NOGALES ARIZ AND .2 MI
 CG0217'W OF I-19.
 CG0217'
 CG0217'B.  TO REACH 1959 DESCRIPTION ADEQUATE.
 CG0217'
 CG0217'C.  STATION MARK AS DESCRIBED, 1959.
 CG0217'
 CG0217'D.  REFERENCE MARKS AS DESCRIBED, 1959.
 CG0217'
 CG0217'E.  AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW9020 ***********************************************************************
 DW9020  DESIGNATION -  ADOBE
 DW9020  PID         -  DW9020
 DW9020  STATE/COUNTY-  AZ/LA PAZ
 DW9020  USGS QUAD   -  LA PAZ MTN (1970)
 DW9020
 DW9020                         *CURRENT SURVEY CONTROL
 DW9020  ___________________________________________________________________
 DW9020* NAD 83(1992)-  33 38 19.64582(N)    114 29 09.78434(W)     ADJUSTED  
 DW9020* NAVD 88     -       124.3    (meters)     408.     (feet)  VERTCON   
 DW9020  ___________________________________________________________________
 DW9020  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 DW9020  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DW9020  HORZ ORDER  -  THIRD
 DW9020
 DW9020.The horizontal coordinates were established by classical geodetic methods
 DW9020.and adjusted by the National Geodetic Survey in August 1993.
 DW9020
 DW9020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9020
 DW9020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9020
 DW9020.The geoid height was determined by GEOID03.
 DW9020
 DW9020;                    North         East     Units Scale Factor Converg.
 DW9020;SPC AZ W     -   292,845.539   145,077.420   MT  0.99999079   -0 24 27.9
 DW9020;SPC AZ W     -   960,779.33    475,975.79   iFT  0.99999079   -0 24 27.9
 DW9020;UTM  11      - 3,724,941.677   733,164.874   MT  1.00027029   +1 23 35.7
 DW9020
 DW9020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9020!SPC AZ W     -   0.99998559  x   0.99999079  =   0.99997638
 DW9020!UTM  11      -   0.99998559  x   1.00027029  =   1.00025588
 DW9020
 DW9020                          SUPERSEDED SURVEY CONTROL
 DW9020
 DW9020  NAD 83(1986)-  33 38 19.64441(N)    114 29 09.78885(W) AD(       ) 3
 DW9020  NGVD 29 (04/26/91)  123.6    (m)          406.     (f) VERT ANG    3  
 DW9020
 DW9020.Superseded values are not recommended for survey control.
 DW9020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9020.See file dsdata.txt to determine how the superseded data were derived.
 DW9020
 DW9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3316524942(NAD 83)
 DW9020_MARKER: Z = SEE DESCRIPTION
 DW9020_SETTING: 0 = UNSPECIFIED SETTING
 DW9020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9020
 DW9020  HISTORY     - Date     Condition        Report By
 DW9020  HISTORY     - 1954     MONUMENTED       USGS
 DW9020
 DW9020                          STATION DESCRIPTION
 DW9020
 DW9020'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DW9020'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0219 ***********************************************************************
 CG0219  DESIGNATION -  ADOBE AZ MK RESET
 CG0219  PID         -  CG0219
 CG0219  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0219  USGS QUAD   -  RIO RICO (1981)
 CG0219
 CG0219                         *CURRENT SURVEY CONTROL
 CG0219  ___________________________________________________________________
 CG0219* NAD 83(1986)-  31 26 31.     (N)    110 57 59.     (W)     SCALED    
 CG0219* NAVD 88     -      1066.105  (meters)    3497.71   (feet)  ADJUSTED  
 CG0219  ___________________________________________________________________
 CG0219  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0219  DYNAMIC HT  -        1064.479 (meters)    3492.38  (feet)  COMP
 CG0219  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CG0219
 CG0219  VERT ORDER  -  FIRST     CLASS II
 CG0219
 CG0219.The horizontal coordinates were scaled from a topographic map and have
 CG0219.an estimated accuracy of +/- 6 seconds.
 CG0219
 CG0219.The orthometric height was determined by differential leveling
 CG0219.and adjusted in June 1991.
 CG0219
 CG0219.The geoid height was determined by GEOID03.
 CG0219
 CG0219.The dynamic height is computed by dividing the NAVD 88
 CG0219.geopotential number by the normal gravity value computed on the
 CG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0219.degrees latitude (g = 980.6199 gals.).
 CG0219
 CG0219.The modeled gravity was interpolated from observed gravity values.
 CG0219
 CG0219;                    North         East    Units  Estimated Accuracy
 CG0219;SPC AZ C     -    49,390.      303,690.      MT  (+/- 180 meters Scaled)
 CG0219
 CG0219                          SUPERSEDED SURVEY CONTROL
 CG0219
 CG0219.No superseded survey control is available for this station.
 CG0219
 CG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV031785(NAD 83)
 CG0219_MARKER: DZ = AZIMUTH MARK DISK
 CG0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0219_SP_SET: CULVERT
 CG0219_STAMPING: ADOBE 1935 1951 RESET
 CG0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0219
 CG0219  HISTORY     - Date     Condition        Report By
 CG0219  HISTORY     - 1951     MONUMENTED       CGS
 CG0219  HISTORY     - 1959     GOOD             NGS
 CG0219  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0219  HISTORY     - 1980     GOOD             NGS
 CG0219
 CG0219                          STATION DESCRIPTION
 CG0219
 CG0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0219'10.5 MI S FROM TUMACACORI.
 CG0219'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0219'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, CEMENTED IN A DRILL
 CG0219'HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE DOUBLE
 CG0219'CULVERT.
 CG0219
 CG0219                          STATION RECOVERY (1976)
 CG0219
 CG0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0219'MARK NOT FOUND.
 CG0219
 CG0219                          STATION RECOVERY (1980)
 CG0219
 CG0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0219'16.9 KILOMETERS (10.5 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0219'FROM THE INTERCHANGE AT TUMACACORI, 0.2 KILOMETER (0.15 MILE) SOUTH
 CG0219'OF KILOMETER POST 14, AT A TWO-CHANNEL CONCRETE BOX CULVERT UNDER THE
 CG0219'NORTHBOUND TRAFFIC LANE, SET IN TOP OF AND 0.2 METER (0.6 FOOT)
 CG0219'NORTH OF THE SOUTH END OF THE WEST HEADWALL, 5.6 METERS (18.5 FEET)
 CG0219'WEST OF THE CENTERLINE OF THE NORTHBOUND TRAFFIC LANE.
 CG0219'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0345 ***********************************************************************
 CY0345  DESIGNATION -  ADOBE RM 1
 CY0345  PID         -  CY0345
 CY0345  STATE/COUNTY-  AZ/COCHISE
 CY0345  USGS QUAD   -  OLGA (1974)
 CY0345
 CY0345                         *CURRENT SURVEY CONTROL
 CY0345  ___________________________________________________________________
 CY0345* NAD 83(1986)-  32 16 20.     (N)    109 15 43.     (W)     SCALED    
 CY0345* NAVD 88     -      1098.01   (+/-2cm)    3602.4    (feet)  VERTCON   
 CY0345  ___________________________________________________________________
 CY0345  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0345
 CY0345.The horizontal coordinates were scaled from a topographic map and have
 CY0345.an estimated accuracy of +/- 6 seconds.
 CY0345
 CY0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0345.The vertical order pertains to the NGVD 29 superseded value.
 CY0345
 CY0345.The geoid height was determined by GEOID03.
 CY0345
 CY0345;                    North         East    Units  Estimated Accuracy
 CY0345;SPC AZ E     -   141,410.      298,590.      MT  (+/- 180 meters Scaled)
 CY0345
 CY0345                          SUPERSEDED SURVEY CONTROL
 CY0345
 CY0345  NGVD 29 (??/??/92) 1097.360  (m)         3600.26   (f) ADJ UNCH    2 0
 CY0345
 CY0345.Superseded values are not recommended for survey control.
 CY0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0345.See file dsdata.txt to determine how the superseded data were derived.
 CY0345
 CY0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA636719(NAD 83)
 CY0345_MARKER: DR = REFERENCE MARK DISK
 CY0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0345_STAMPING: ADOBE NO 1 1960
 CY0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0345+STABILITY: SURFACE MOTION
 CY0345
 CY0345  HISTORY     - Date     Condition        Report By
 CY0345  HISTORY     - 1960     MONUMENTED       CGS
 CY0345
 CY0345                          STATION DESCRIPTION
 CY0345
 CY0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0345'2.6 MI W FROM SAN SIMON.
 CY0345'0.1 MILE SOUTH OF POST OFFICE AT SAN SIMON, ARIZONA, ON PAVED STREET,
 CY0345'THENCE 2.15 MILES WEST ON STATE HIGHWAY 86 TO A T-ROAD, THENCE 0.3
 CY0345'MILE SOUTH ON GRAVEL ROAD TO TRIANGULATION STATION ADOBE.  R M 1 IS
 CY0345'44.0 FEET NORTH OF A GUY-POLE, 25.0 FEET EAST OF CENTER OF GRAVEL
 CY0345'ROAD, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 2
 CY0345'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0216 ***********************************************************************
 CG0216  DESIGNATION -  ADOBE RM 1
 CG0216  PID         -  CG0216
 CG0216  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0216  USGS QUAD   -  RIO RICO (1981)
 CG0216
 CG0216                         *CURRENT SURVEY CONTROL
 CG0216  ___________________________________________________________________
 CG0216* NAD 83(1986)-  31 26 40.     (N)    110 58 13.     (W)     SCALED    
 CG0216* NAVD 88     -      1091.12   (+/-2cm)    3579.8    (feet)  VERTCON   
 CG0216  ___________________________________________________________________
 CG0216  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0216
 CG0216.The horizontal coordinates were scaled from a topographic map and have
 CG0216.an estimated accuracy of +/- 6 seconds.
 CG0216
 CG0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0216.The vertical order pertains to the NGVD 29 superseded value.
 CG0216
 CG0216.The geoid height was determined by GEOID03.
 CG0216
 CG0216;                    North         East    Units  Estimated Accuracy
 CG0216;SPC AZ C     -    49,660.      303,320.      MT  (+/- 180 meters Scaled)
 CG0216
 CG0216                          SUPERSEDED SURVEY CONTROL
 CG0216
 CG0216  NGVD 29 (??/??/92) 1090.268  (m)         3576.99   (f) ADJ UNCH    2 0
 CG0216
 CG0216.Superseded values are not recommended for survey control.
 CG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0216.See file dsdata.txt to determine how the superseded data were derived.
 CG0216
 CG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV028788(NAD 83)
 CG0216_MARKER: DR = REFERENCE MARK DISK
 CG0216_SETTING: 80 = SET IN A BOULDER
 CG0216_SP_SET: BOULDER
 CG0216_STAMPING: ADOBE NO 1 1935
 CG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0216+STABILITY: SURFACE MOTION
 CG0216
 CG0216  HISTORY     - Date     Condition        Report By
 CG0216  HISTORY     - 1935     MONUMENTED       CGS
 CG0216  HISTORY     - 1959     GOOD             NGS
 CG0216
 CG0216                          STATION DESCRIPTION
 CG0216
 CG0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0216'10.5 MI S FROM TUMACACORI.
 CG0216'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0216'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, THENCE WEST ABOUT 0.2
 CG0216'MILE TO THE TOP OF A SMALL HILL, 88 FEET EAST OF THE WITNESS POST,
 CG0216'CEMENTED IN A DRILL IN A HOLE IN A BOULDER THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0343 ***********************************************************************
 CY0343  DESIGNATION -  ADOBE RM 2
 CY0343  PID         -  CY0343
 CY0343  STATE/COUNTY-  AZ/COCHISE
 CY0343  USGS QUAD   -  OLGA (1974)
 CY0343
 CY0343                         *CURRENT SURVEY CONTROL
 CY0343  ___________________________________________________________________
 CY0343* NAD 83(1986)-  32 16 20.     (N)    109 15 43.     (W)     SCALED    
 CY0343* NAVD 88     -      1098.19   (+/-2cm)    3603.0    (feet)  VERTCON   
 CY0343  ___________________________________________________________________
 CY0343  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0343
 CY0343.The horizontal coordinates were scaled from a topographic map and have
 CY0343.an estimated accuracy of +/- 6 seconds.
 CY0343
 CY0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0343.The vertical order pertains to the NGVD 29 superseded value.
 CY0343
 CY0343.The geoid height was determined by GEOID03.
 CY0343
 CY0343;                    North         East    Units  Estimated Accuracy
 CY0343;SPC AZ E     -   141,410.      298,590.      MT  (+/- 180 meters Scaled)
 CY0343
 CY0343                          SUPERSEDED SURVEY CONTROL
 CY0343
 CY0343  NGVD 29 (??/??/92) 1097.544  (m)         3600.86   (f) ADJ UNCH    2 0
 CY0343
 CY0343.Superseded values are not recommended for survey control.
 CY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0343.See file dsdata.txt to determine how the superseded data were derived.
 CY0343
 CY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA636719(NAD 83)
 CY0343_MARKER: DR = REFERENCE MARK DISK
 CY0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0343_STAMPING: ADOBE NO 2 1960
 CY0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0343+STABILITY: SURFACE MOTION
 CY0343
 CY0343  HISTORY     - Date     Condition        Report By
 CY0343  HISTORY     - 1960     MONUMENTED       CGS
 CY0343
 CY0343                          STATION DESCRIPTION
 CY0343
 CY0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0343'2.6 MI W FROM SAN SIMON.
 CY0343'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON A PAVED
 CY0343'STREET, THENCE 2.15 MILES WEST ON STATE HIGHWAY 86 TO A T-ROAD, THENCE
 CY0343'0.3 MILE SOUTH ON GRAVEL ROAD TO TRIANGULATION STATION ADOBE.  R M 2
 CY0343'IS 18.0 FEET WEST OF CENTER OF GRAVEL ROAD, 3.0 FEET NORTH OF A
 CY0343'POWER-LINE POLE, 3.0 FEET EAST OF A WIRE FENCE, SET IN THE TOP OF A
 CY0343'10-INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0218 ***********************************************************************
 CG0218  DESIGNATION -  ADOBE RM 2
 CG0218  PID         -  CG0218
 CG0218  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0218  USGS QUAD   -  RIO RICO (1981)
 CG0218
 CG0218                         *CURRENT SURVEY CONTROL
 CG0218  ___________________________________________________________________
 CG0218* NAD 83(1986)-  31 26 40.     (N)    110 58 13.     (W)     SCALED    
 CG0218* NAVD 88     -      1091.82   (+/-2cm)    3582.1    (feet)  VERTCON   
 CG0218  ___________________________________________________________________
 CG0218  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0218
 CG0218.The horizontal coordinates were scaled from a topographic map and have
 CG0218.an estimated accuracy of +/- 6 seconds.
 CG0218
 CG0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0218.The vertical order pertains to the NGVD 29 superseded value.
 CG0218
 CG0218.The geoid height was determined by GEOID03.
 CG0218
 CG0218;                    North         East    Units  Estimated Accuracy
 CG0218;SPC AZ C     -    49,660.      303,320.      MT  (+/- 180 meters Scaled)
 CG0218
 CG0218                          SUPERSEDED SURVEY CONTROL
 CG0218
 CG0218  NGVD 29 (??/??/92) 1090.962  (m)         3579.26   (f) ADJ UNCH    2 0
 CG0218
 CG0218.Superseded values are not recommended for survey control.
 CG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0218.See file dsdata.txt to determine how the superseded data were derived.
 CG0218
 CG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV028788(NAD 83)
 CG0218_MARKER: DR = REFERENCE MARK DISK
 CG0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0218_STAMPING: ADOBE NO 2 1935
 CG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0218+STABILITY: SURFACE MOTION
 CG0218
 CG0218  HISTORY     - Date     Condition        Report By
 CG0218  HISTORY     - 1935     MONUMENTED       CGS
 CG0218  HISTORY     - 1959     GOOD             NGS
 CG0218
 CG0218                          STATION DESCRIPTION
 CG0218
 CG0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0218'10.5 MI S FROM TUMACACORI.
 CG0218'10.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0218'TUMACACORI, ABOUT 0.4 MILE SOUTH OF MILEPOST 9, THENCE WEST ABOUT 0.2
 CG0218'MILE TO THE TOP OF A SMALL HILL, 30.8 FEET NORTH OF THE WITNESS POST,
 CG0218'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2002 ***********************************************************************
 DV2002  DESIGNATION -  ADOBE SPERRY PHOENIX CO TANK
 DV2002  PID         -  DV2002
 DV2002  STATE/COUNTY-  AZ/MARICOPA
 DV2002  USGS QUAD   -  UNION HILLS (1981)
 DV2002
 DV2002                         *CURRENT SURVEY CONTROL
 DV2002  ___________________________________________________________________
 DV2002* NAD 83(1992)-  33 40 42.86252(N)    112 05 48.31812(W)     ADJUSTED  
 DV2002* NAVD 88     -              **(meters)            **(feet)            
 DV2002  ___________________________________________________________________
 DV2002  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DV2002  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV2002  HORZ ORDER  -  THIRD
 DV2002
 DV2002.The horizontal coordinates were established by classical geodetic methods
 DV2002.and adjusted by the National Geodetic Survey in August 1993.
 DV2002
 DV2002
 DV2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2002
 DV2002.The geoid height was determined by GEOID03.
 DV2002
 DV2002;                    North         East     Units Scale Factor Converg.
 DV2002;SPC AZ C     -   297,019.441   196,661.831   MT  0.99990344   -0 05 59.5
 DV2002;SPC AZ C     -   974,473.23    645,215.98   iFT  0.99990344   -0 05 59.5
 DV2002;UTM  12      - 3,727,057.333   398,334.754   MT  0.99972742   -0 36 29.7
 DV2002
 DV2002                          SUPERSEDED SURVEY CONTROL
 DV2002
 DV2002  NAD 83(1986)-  33 40 42.85720(N)    112 05 48.32467(W) AD(       ) 4
 DV2002  NAD 27      -  33 40 42.72000(N)    112 05 45.77700(W) AD(       ) 3
 DV2002
 DV2002.Superseded values are not recommended for survey control.
 DV2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2002.See file dsdata.txt to determine how the superseded data were derived.
 DV2002
 DV2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9833527057(NAD 83)
 DV2002_MARKER: 53 = ELEVATED TANK
 DV2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2002+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 DV2002
 DV2002  HISTORY     - Date     Condition        Report By
 DV2002  HISTORY     - 1959     FIRST OBSERVED   CGS
 DV2002  HISTORY     - 1963     GOOD             CGS
 DV2002  HISTORY     - 20060925 GOOD             GEOCAC
 DV2002
 DV2002                          STATION DESCRIPTION
 DV2002
 DV2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV2002'LOCATED ABOUT 1 MILE SOUTHEAST OF THE VILLAGE OF ADOBE AND
 DV2002'0.8 MILE EAST OF STATE HIGHWAY 69.
 DV2002'
 DV2002'REACHED FROM THE JUNCTION OF CAMELBACK ROAD AND BLACK CANYON
 DV2002'HIGHWAY IN PHOENIX BY GOING NORTH ON ARIZONA STATE HIGHWAY 69 FOR
 DV2002'11.7 MILES TO DEER VALLEY DRIVE.  TURN RIGHT AND GO EAST FOR
 DV2002'0.7 MILE TO NORTH 19TH AVENUE, TURN RIGHT AND GO 0.3 MILE
 DV2002'TO THE ENTRANCE TO THE DEER VALLEY PLANT OF SPERRY-PHOENIX
 DV2002'COMPANY.
 DV2002'
 DV2002'THE OBJECT INTERSECTED IS THE VENT, 18 INCHES TALL, IN THE
 DV2002'CENTER OF THE DOMED TOP OF THE ELEVATED WATER TANK, 129 FEET
 DV2002'ABOVE THE GROUND.  THE TANK IS SUPPORTED BY 6 CYLINDERICAL
 DV2002'STEEL LEGS RESTING ON CONCRETE BASES.  IT IS 945 FEET
 DV2002'EAST OF THE CENTER OF NORTH 19TH AVENUE, 713 FEET NORTH OF THE
 DV2002'SOUTH LINE OF THE NORTHWEST QUARTER SECTION AND 380 FEET
 DV2002'FROM THE SOUTHEAST CORNER OF THE PLANT, WINDOWLESS CONCRETE
 DV2002'BUILDING.
 DV2002
 DV2002                          STATION RECOVERY (1963)
 DV2002
 DV2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2002'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DV2002'CONDITION.  THE ORIGINAL DESCRIPTION AND TO REACH IS ADEQUATE.
 DV2002
 DV2002                          STATION RECOVERY (2006)
 DV2002
 DV2002'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1253 ***********************************************************************
 DB1253  DESIGNATION -  ADONDE
 DB1253  PID         -  DB1253
 DB1253  STATE/COUNTY-  AZ/YUMA
 DB1253  USGS QUAD   -  WELLTON (1982)
 DB1253
 DB1253                         *CURRENT SURVEY CONTROL
 DB1253  ___________________________________________________________________
 DB1253* NAD 83(1992)-  32 39 29.10594(N)    114 11 32.06409(W)     ADJUSTED  
 DB1253* NAVD 88     -        84.63   (+/-2cm)     277.7    (feet)  VERTCON   
 DB1253  ___________________________________________________________________
 DB1253  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DB1253  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DB1253  HORZ ORDER  -  FIRST
 DB1253  VERT ORDER  -  THIRD ? (See Below)
 DB1253
 DB1253.The horizontal coordinates were established by classical geodetic methods
 DB1253.and adjusted by the National Geodetic Survey in August 1993.
 DB1253
 DB1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1253.The vertical order pertains to the NGVD 29 superseded value.
 DB1253
 DB1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1253
 DB1253.The geoid height was determined by GEOID03.
 DB1253
 DB1253;                    North         East     Units Scale Factor Converg.
 DB1253;SPC AZ W     -   183,928.997   171,875.170   MT  0.99995455   -0 14 19.1
 DB1253;SPC AZ W     -   603,441.59    563,894.91   iFT  0.99995455   -0 14 19.1
 DB1253;UTM  11      - 3,616,866.857   763,340.579   MT  1.00045521   +1 30 57.6
 DB1253
 DB1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1253!SPC AZ W     -   0.99999194  x   0.99995455  =   0.99994649
 DB1253!UTM  11      -   0.99999194  x   1.00045521  =   1.00044715
 DB1253
 DB1253|---------------------------------------------------------------------|
 DB1253| PID    Reference Object                     Distance      Geod. Az  |
 DB1253|                                                           dddmmss.s |
 DB1253| CE9607 ADONDE RM 1                          14.715 METERS 15350     |
 DB1253| DB1254 ADONDE RM A                          23.102 METERS 21017     |
 DB1253| CE9608 ADONDE RM 2                          16.996 METERS 27702     |
 DB1253| CE9601 HIGHWAY 80 STA 1052+97.85                          3354143.5 |
 DB1253|---------------------------------------------------------------------|
 DB1253
 DB1253                          SUPERSEDED SURVEY CONTROL
 DB1253
 DB1253  NAD 83(1986)-  32 39 29.10671(N)    114 11 32.07242(W) AD(       ) 1
 DB1253  NAD 27      -  32 39 28.93500(N)    114 11 29.29400(W) AD(       ) 1
 DB1253  NGVD 29 (07/19/86)   84.00   (m)          275.6    (f) LEVELING    3  
 DB1253
 DB1253.Superseded values are not recommended for survey control.
 DB1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1253.See file dsdata.txt to determine how the superseded data were derived.
 DB1253
 DB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6334116867(NAD 83)
 DB1253_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1253_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DB1253_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DB1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1253+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB1253
 DB1253  HISTORY     - Date     Condition        Report By
 DB1253  HISTORY     - 1934     MONUMENTED       CGS
 DB1253  HISTORY     - 1952     GOOD             USE
 DB1253  HISTORY     - 1957     GOOD             AMS
 DB1253  HISTORY     - 1960     GOOD             CGS
 DB1253  HISTORY     - 1962     GOOD             AMS
 DB1253  HISTORY     - 1964     GOOD             USGS
 DB1253  HISTORY     - 1971     GOOD             NGS
 DB1253  HISTORY     - 1974     GOOD             NGS
 DB1253  HISTORY     - 1981     GOOD             CGS
 DB1253  HISTORY     - 20090207 GOOD             GEOCAC
 DB1253
 DB1253                          STATION DESCRIPTION
 DB1253
 DB1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1253'STATION IS LOCATED ABOUT 3 MILES SW OF THE TOWN OF WELLTON,
 DB1253'AND IS ABOUT 3/4 MILE S OF THE MAINTENANCE CAMP OF THE HIGHWAY
 DB1253'DEPARTMENT, ABOUT 1/2 MILE S OF THE SOUTHERN PACIFIC RAILROAD
 DB1253'TRACKS, ON A LOW FLAT-TOPPED SAND HILL.
 DB1253'
 DB1253'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DB1253'IN CONCRETE IN THE TOP OF TILE, WHICH IS SURROUNDED BY A
 DB1253'MASS OF CONCRETE.
 DB1253'
 DB1253'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 DB1253'
 DB1253'REACHED AS FOLLOWS FROM YUMA--FOLLOW U.S. HIGHWAY 80 E FOR
 DB1253'24.9 MILES TO THE OVERPASS.  CONTINUE E FOR 5.2 MILES AND
 DB1253'TURN RIGHT OFF HIGHWAY UNDER A RAILROAD BRIDGE JUST E OF
 DB1253'A SMALL CABIN.  FOLLOW THE ROAD FOR 0.3 MILE TO THE END OF
 DB1253'TRUCK TRAVEL (SAND IS TOO HEAVY FOR A CAR TO CROSS).  FROM
 DB1253'THE END OF TRUCK TRAVEL HEAD DUE E CROSSING THE SAND DUNES
 DB1253'FOR A DISTANCE OF ABOUT 1/2 MILE TO THE HIGHEST POINT OF
 DB1253'THE HILL AND TO THE STATION.
 DB1253
 DB1253                          STATION RECOVERY (1952)
 DB1253
 DB1253'RECOVERY NOTE BY US ENGINEERS 1952
 DB1253'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DB1253'
 DB1253'TO REACH FROM YUMA, FOLLOW HWY. 80 EAST TO MILE POST 30.3
 DB1253'OPPOSITE HIGHWAY MAINTENANCE CAMP.  TURN RIGHT OFF HIGHWAY
 DB1253'AND GO UNDER RAILROAD BRIDGE.  (CLEARANCE 7 FT-0 IN) FOLLOW
 DB1253'ROAD 0.3 MILE, WITH 4 WHEEL DRIVE GO DUE EAST OVER SAND
 DB1253'0.5 MILE TO STATION AND TRIPOD.  ALTERNATE ROUTE (FOR TRUCKS
 DB1253'HIGHER THAN 7 FT 0 IN).  FOLLOW HIGHWAY 80 EAST TO MILE
 DB1253'POST 26.15, TURN RIGHT (SOUTH) ACROSS TRACKS 0.35 MILE
 DB1253'TO INTERSECTION WITH GOOD GRAVEL ROAD ALONG CANAL BANK, TURN
 DB1253'LEFT AND FOLLOW CANAL ROAD 1.4 MILE.  HERE THE ROAD DIVERGES
 DB1253'TO CROSS A WASH BUT RETURNS TO CANAL BANK, STAY ON THIS ROAD
 DB1253'ANOTHER 2.7 MILES TO A ROAD LEFT AWAY FROM CANAL, TURN LEFT
 DB1253'AND GO 0.25 MILE ALONG BASE OF DIKE TO AN INTERSECTION WITH A
 DB1253'GRADED ROAD, TURN LEFT AND 0.3 MILE TO A REVERSE FORK AND
 DB1253'CONTINUE NORTH 0.8 MILE TO A POINT 1/2 MILE WEST OF THE STATION.
 DB1253'DRIVE OR WALK ACROSS SAND TO THE STATION.
 DB1253
 DB1253                          STATION RECOVERY (1957)
 DB1253
 DB1253'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DB1253'STATION WAS RECOVERED IN GOOD CONDITION.
 DB1253'
 DB1253'TO REACH FROM THE TOWN OF WELLTON, ARIZONA, GO WEST ON U.S.
 DB1253'HIGHWAY 80 FOR 2.50 MILES FROM THE INTERSECTION OF U.S.
 DB1253'HIGHWAY 80 AND THE OLD U.S. HIGHWAY 80, TO A SANDY ROAD TO
 DB1253'THE SOUTH, WHICH PASSES UNDER A RAILROAD TRESTLE.  TURN LEFT
 DB1253'S AND GO 0.10 MILES TO A TRAIL WEST LEADING UP TO A NORTH-SOUTH
 DB1253'POWERLINE.  TURN LEFT W AND GO APPROXIMATELY 300 FEET TO THE
 DB1253'NORTH-SOUTH POWERLINE SERVICE ROAD.  TURN RIGHT AND GO 0.20
 DB1253'MILES TO THE TOP OF A RIDGE.  TURN LEFT W AND GO APPROXIMATELY
 DB1253'250 FEET TO STATION.
 DB1253'
 DB1253'THE STATION AND REFERENCE MARKS PROJECT ABOUT 1.5 FEET AND
 DB1253'ARE EASILY LOCATED.
 DB1253'
 DB1253'NOTE--A FOUR WHEEL DRIVE TYPE VEHICLE IS REQUIRED TO REACH
 DB1253'THE STATION.
 DB1253
 DB1253                          STATION RECOVERY (1960)
 DB1253
 DB1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1253'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARK FOUND
 DB1253'IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK WAS FOUND
 DB1253'TO BE IN ERROR AND CORRECTED AS NOTED BELOW.  A NEW TO REACH
 DB1253'DESCRIPTION FOLLOWS.
 DB1253'
 DB1253'FROM THE WELLTON POST OFFICE, PROCEED SOUTHWEST ALONG U.S.
 DB1253'HIGHWAY 80 FOR 3 MILES TO THE STATE HIGHWAY MAINTENANCE YARD
 DB1253'ON THE RIGHT, TURN LEFT, SOUTH, THROUGH THE RAILROAD UNDERPASS
 DB1253'(6FT. 6IN.) AND CONTINUE SOUTHERLY FOR 0.25 MILE, TURN LEFT,
 DB1253'EAST, CROSS COUNTRY OVER THE SAND DUNES FOR 0.5 MILE TO THE
 DB1253'STATION ABOUT 0.1 MILE EAST OF THE POWER LINE.
 DB1253'
 DB1253'A 4-WHEEL DRIVE VEHICLE REQUIRED FOR THE LAST 0.5 MILE.
 DB1253'
 DB1253'NOTE--1934 DIRECTION TO R.M. 2 WAS PUBLISHED AS 176 DEG 44 MIN
 DB1253'51.8 SEC.
 DB1253
 DB1253                          STATION RECOVERY (1962)
 DB1253
 DB1253'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DB1253'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DB1253
 DB1253                          STATION RECOVERY (1964)
 DB1253
 DB1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1253'RECOVERED IN GOOD CONDITION.
 DB1253
 DB1253                          STATION RECOVERY (1971)
 DB1253
 DB1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1253'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 DB1253'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DB1253'AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY
 DB1253'WITH THE 1960 DATA.  THE AZIMUTH MARK IS AN ARIZONA STATE
 DB1253'HIGHWAY DEPARTMENT DISK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DB1253'
 DB1253'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF WELLTON,
 DB1253'0.5 MILE SOUTH OF U.S. HIGHWAY 80 AND ON THE TOP OF A LOW
 DB1253'FLAT TOPPED SAND HILL.
 DB1253'
 DB1253'TO REACH THE STATION FROM THE POST OFFICE IN WELLTON GO WEST
 DB1253'ON U.S. HIGHWAY 80 FOR 2.9 MILES TO A SIDE ROAD LEFT AND
 DB1253'A STATE HIGHWAY MAINTENCE YARD ON THE RIGHT.  TURN LEFT AND
 DB1253'GO SOUTH ON THE SAND ROAD, PASSING UNDER THE SOUTHERN PACIFIC
 DB1253'COMPANY RAILROAD TRACK FOR 0.05 MILE TO A FORK.  TAKE THE
 DB1253'LEFT FORK AND GO SOUTHEAST ON THE TRACK ROAD FOR 0.3 MILE
 DB1253'TO THE TOP OF THE HILL AND THE STATION ABOUT 0.1 MILE EAST
 DB1253'OF A POWER LINE.  A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY
 DB1253'TO REACH THE STATION.
 DB1253'
 DB1253'THE STATION MARK IS A STANDARD DISK STAMPED ADONDE 1934,
 DB1253'CEMENTED IN THE TOP OF A 4-INCH TILE THAT PROJECTS 6 INCHES
 DB1253'ABOVE THE GROUND SURFACE.  IT IS 3.7 FEET SOUTH OF A METAL
 DB1253'WITNESS POST WITH SIGN.
 DB1253'
 DB1253'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADONDE NO 1 1934,
 DB1253'CEMENTED IN THE TOP OF A 4-INCH TILE THAT PROJECTS 6 INCHES
 DB1253'ABOVE THE GROUND SURFACE.  IT IS 52 FEET SOUTHEAST OF A METAL
 DB1253'WITNESS POST WITH SIGN.
 DB1253'
 DB1253'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADONDE NO 2 1934,
 DB1253'CEMENTED IN THE TOP OF A 4-INCH TILE THAT PROJECTS 8 INCHES
 DB1253'ABOVE THE GROUND SURFACE.  IT IS 55.5 FEET WEST OF A METAL
 DB1253'WITNESS POST WITH SIGN.
 DB1253'
 DB1253'THE ARIZONA STATE HIGHWAY DEPARTMENT DISK USED FOR AN
 DB1253'AZIMUTH MARK IS STAMPED 217.12 1052+97.85 1930, CEMENTED
 DB1253'IN A DRILL HOLE IN THE SOUTH HEAD WALL OF A CONCRETE CULVERT
 DB1253'UNDER U.S. HIGHWAY 80.  IT IS 117 FEET NORTH OF THE NORTH
 DB1253'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, 58 FEET
 DB1253'SOUTH OF THE CENTER OF U.S. HIGHWAY 80, 11.5 FEET EAST OF THE
 DB1253'WEST END OF THE HEAD WALL AND 11 FEET WEST OF THE EAST END
 DB1253'OF THE HEAD WALL.
 DB1253'
 DB1253'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN WELLTON
 DB1253'GO WEST ON U.S. HIGHWAY 80 FOR 2.9 MILES TO THE MARK ON THE LEFT.
 DB1253'
 DB1253'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DB1253'
 DB1253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DB1253'WEST-SOUTHWEST OF WELLTON
 DB1253
 DB1253                          STATION RECOVERY (1974)
 DB1253
 DB1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1253'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 DB1253'FOUND IN GOOD CONDITION.  THE 1971 DESCRIPTION IS ADEQUATE.
 DB1253'
 DB1253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DB1253'WEST-SOUTHWEST OF WELLTON
 DB1253
 DB1253                          STATION RECOVERY (1981)
 DB1253
 DB1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981 (GEL)
 DB1253'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.
 DB1253
 DB1253                          STATION RECOVERY (2009)
 DB1253
 DB1253'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1253'RECOVERED STATION ADONDE ALONG WITH RM 1, RM 2 AND RM A ALL IN GOOD
 DB1253'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1254 ***********************************************************************
 DB1254  DESIGNATION -  ADONDE RM A
 DB1254  PID         -  DB1254
 DB1254  STATE/COUNTY-  AZ/YUMA
 DB1254  USGS QUAD   -  WELLTON (1982)
 DB1254
 DB1254                         *CURRENT SURVEY CONTROL
 DB1254  ___________________________________________________________________
 DB1254* NAD 83(1992)-  32 39 28.45828(N)    114 11 32.51106(W)     ADJUSTED  
 DB1254* NAVD 88     -        84.21   (+/-2cm)     276.3    (feet)  VERTCON   
 DB1254  ___________________________________________________________________
 DB1254  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DB1254  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DB1254  HORZ ORDER  -  FIRST
 DB1254  VERT ORDER  -  THIRD ? (See Below)
 DB1254
 DB1254.The horizontal coordinates were established by classical geodetic methods
 DB1254.and adjusted by the National Geodetic Survey in August 1993.
 DB1254
 DB1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1254.The vertical order pertains to the NGVD 29 superseded value.
 DB1254
 DB1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1254
 DB1254.The geoid height was determined by GEOID03.
 DB1254
 DB1254;                    North         East     Units Scale Factor Converg.
 DB1254;SPC AZ W     -   183,909.095   171,863.440   MT  0.99995456   -0 14 19.4
 DB1254;SPC AZ W     -   603,376.30    563,856.43   iFT  0.99995456   -0 14 19.4
 DB1254;UTM  11      - 3,616,846.595   763,329.458   MT  1.00045514   +1 30 57.4
 DB1254
 DB1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1254!SPC AZ W     -   0.99999201  x   0.99995456  =   0.99994657
 DB1254!UTM  11      -   0.99999201  x   1.00045514  =   1.00044715
 DB1254
 DB1254|---------------------------------------------------------------------|
 DB1254| PID    Reference Object                     Distance      Geod. Az  |
 DB1254|                                                           dddmmss.s |
 DB1254| DB1253 ADONDE                               23.102 METERS 03017     |
 DB1254| DB1244 RADAR                               APPROX.13.5 KM 0774507.1 |
 DB1254|---------------------------------------------------------------------|
 DB1254
 DB1254                          SUPERSEDED SURVEY CONTROL
 DB1254
 DB1254  NAD 83(1986)-  32 39 28.45900(N)    114 11 32.51943(W) AD(       ) 1
 DB1254  NAD 27      -  32 39 28.28732(N)    114 11 29.74098(W) AD(       ) 1
 DB1254  NGVD 29 (07/19/86)   83.58   (m)          274.2    (f) LEVELING    3  
 DB1254
 DB1254.Superseded values are not recommended for survey control.
 DB1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1254.See file dsdata.txt to determine how the superseded data were derived.
 DB1254
 DB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6332916847(NAD 83)
 DB1254_MARKER: DR = REFERENCE MARK DISK
 DB1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1254+STABILITY: SURFACE MOTION
 DB1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1254+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB1254
 DB1254  HISTORY     - Date     Condition        Report By
 DB1254  HISTORY     - 1971     MONUMENTED       NGS
 DB1254  HISTORY     - 1981     GOOD             NGS
 DB1254  HISTORY     - 20090207 GOOD             GEOCAC
 DB1254
 DB1254                          STATION DESCRIPTION
 DB1254
 DB1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1254'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF WELLTON,
 DB1254'0.5 MILE SOUTH OF U.S. HIGHWAY 80 AND ON THE TOP OF A LOW FLAT TOP
 DB1254'SAND HILL.
 DB1254'
 DB1254'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION STATION
 DB1254'ADONDE 1934.
 DB1254'
 DB1254'THE STATION MARKS ARE STANDARD DISKS STAMPED ADONDE RM A 1971, THE
 DB1254'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DB1254'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DB1254'96 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 DB1254'ATTACHED.  THE UNDERGROUND DISK IS ABOUT 42 INCHES UNDERGROUND.
 DB1254'
 DB1254'THE TRAVERSE DISTANCE NOTED IS REDUCED TO SEA LEVEL.
 DB1254
 DB1254                          STATION RECOVERY (1981)
 DB1254
 DB1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1254'THE STATION WAS RECOVERED AS DECRIBED IN 1971.
 DB1254
 DB1254                          STATION RECOVERY (2009)
 DB1254
 DB1254'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2221 ***********************************************************************
 DV2221  DESIGNATION -  ADOT 1
 DV2221  PID         -  DV2221
 DV2221  STATE/COUNTY-  AZ/MARICOPA
 DV2221  USGS QUAD   -  PHOENIX (1982)
 DV2221
 DV2221                         *CURRENT SURVEY CONTROL
 DV2221  ___________________________________________________________________
 DV2221* NAD 83(2007)-  33 26 47.50952(N)    112 05 56.00204(W)     ADJUSTED  
 DV2221* NAVD 88     -       344.9    (meters)    1132.     (feet)  VERTCON   
 DV2221  ___________________________________________________________________
 DV2221  EPOCH DATE  -        2007.00
 DV2221  X           -  -2,004,277.957 (meters)                     COMP
 DV2221  Y           -  -4,936,215.859 (meters)                     COMP
 DV2221  Z           -   3,495,561.026 (meters)                     COMP
 DV2221  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DV2221  ELLIP HEIGHT-         314.966 (meters)          (02/10/07) ADJUSTED
 DV2221  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV2221
 DV2221  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2221  Type    PID    Designation                      North   East  Ellip
 DV2221  -------------------------------------------------------------------
 DV2221  NETWORK DV2221 ADOT 1                            2.08   1.65   4.35
 DV2221  -------------------------------------------------------------------
 DV2221
 DV2221.The horizontal coordinates were established by GPS observations
 DV2221.and adjusted by the National Geodetic Survey in February 2007.
 DV2221
 DV2221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2221.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2221.The horizontal coordinates are valid at the epoch date displayed above.
 DV2221.The epoch date for horizontal control is a decimal equivalence
 DV2221.of Year/Month/Day.
 DV2221
 DV2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2221
 DV2221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2221
 DV2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2221
 DV2221.The ellipsoidal height was determined by GPS observations
 DV2221.and is referenced to NAD 83.
 DV2221
 DV2221.The geoid height was determined by GEOID03.
 DV2221
 DV2221;                    North         East     Units Scale Factor Converg.
 DV2221;SPC AZ C     -   271,285.430   196,418.675   MT  0.99990354   -0 06 01.6
 DV2221;SPC AZ C     -   890,044.06    644,418.23   iFT  0.99990354   -0 06 01.6
 DV2221;UTM  12      - 3,701,330.996   397,864.055   MT  0.99972861   -0 36 20.6
 DV2221
 DV2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2221!SPC AZ C     -   0.99995055  x   0.99990354  =   0.99985410
 DV2221!UTM  12      -   0.99995055  x   0.99972861  =   0.99967918
 DV2221
 DV2221:                Primary Azimuth Mark                     Grid Az
 DV2221:SPC AZ C     -  SALT                                     190 50 49.8
 DV2221:UTM  12      -  SALT                                     191 21 08.8
 DV2221
 DV2221|---------------------------------------------------------------------|
 DV2221| PID    Reference Object                     Distance      Geod. Az  |
 DV2221|                                                           dddmmss.s |
 DV2221| DV2088 SALT                                APPROX.12.9 KM 1904448.2 |
 DV2221|---------------------------------------------------------------------|
 DV2221
 DV2221                          SUPERSEDED SURVEY CONTROL
 DV2221
 DV2221  ELLIP H (06/11/02)  314.998  (m)                       GP(       ) 4 2
 DV2221  NAD 83(1992)-  33 26 47.50791(N)    112 05 56.00187(W) AD(       ) 1
 DV2221  ELLIP H (08/23/93)  315.080  (m)                       GP(       ) 4 2
 DV2221  NAD 83(1986)-  33 26 47.50206(N)    112 05 56.00704(W) AD(       ) 1
 DV2221  NGVD 29 (09/11/89)  344.2    (m)         1129.     (f) GPS OBS     3  
 DV2221
 DV2221.Superseded values are not recommended for survey control.
 DV2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2221.See file dsdata.txt to determine how the superseded data were derived.
 DV2221
 DV2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9786401331(NAD 83)
 DV2221_MARKER: DS = TRIANGULATION STATION DISK
 DV2221_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV2221+WITH SETTING: PAVEMENT
 DV2221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2221+STABILITY: SURFACE MOTION
 DV2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2221+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2221
 DV2221  HISTORY     - Date     Condition        Report By
 DV2221  HISTORY     - 1986     MONUMENTED       AZDT
 DV2221  HISTORY     - 20031222 MARK NOT FOUND   USPSQD
 DV2221
 DV2221                          STATION DESCRIPTION
 DV2221
 DV2221'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2221'THE STATION IS LOCATED ABOUT 2.43 KM (1.5 MI) WEST-SOUTHWEST OF
 DV2221'DOWNTOWN PHOENIX, ARIZONA.
 DV2221'
 DV2221'TO REACH THE STATION, GO TO THE MOTOR VEHICLES DIVISION (M.V.D.)
 DV2221'BUILDING ON 1801 WEST JEFFERSON IN DOWNTOWN PHOENIX.  THE STATION
 DV2221'IS LOCATED ON THE SOUTH SIDE OF THE ROOF.  FOR KEY AND ACCESS TO
 DV2221'THE ROOF DURING WORKING HOURS, CONTACT BOB PHILLIPS OF TITLE
 DV2221'PRODUCTIONS (PH 255-8371), IN ROOM B-19 OF THE BASEMENT OF THE
 DV2221'M.V.D. BUILDING.  FOR ACCESS TO THE BUILDING AFTER WORKING HOURS,
 DV2221'CONTACT DICK TAYLOR OF THE ARIZONA DEPT. OF TRANSPORTATION, P+M
 DV2221'SERVICES (PH 255-8556).
 DV2221'
 DV2221'THE STATION IS A STANDARD AGS DISK
 DV2221'STAMPED---ADOT 1---,
 DV2221'SET INTO A DRILL HOLE ON A ROOF.  LOCATED
 DV2221'1.31 METERS (4.3 FT) NORTH OF THE SOUTH PARAPET WALL,
 DV2221'15.27 METERS (50.1 FT) EAST-NORTHEAST OF THE INSIDE CORNER OF THE
 DV2221'SOUTHWEST CORNER OF THE M.V.D. BUILDING,
 DV2221'18.44 METERS (60.5 FT) SOUTHEAST OF A FIRE PLUG,
 DV2221'14.42 METERS (47.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DV2221'ELEVATOR DOGHOUSE.
 DV2221
 DV2221                          STATION RECOVERY (2003)
 DV2221
 DV2221'RECOVERY NOTE BY US POWER SQUADRON 2003 (DA)
 DV2221'MARK NOT FOUND. IT IS COVERED BY A THICK LAYER OF FOAM ROOFING
 DV2221'MATERIAL.
 DV2221'CONTACT LIST INDIVIDUALS HAVE RETIRED.
 DV2221'REFERENCE ROOM IN THE BASEMENT NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6865 ***********************************************************************
 DH6865  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6865  DESIGNATION -  ADOT 86
 DH6865  PID         -  DH6865
 DH6865  STATE/COUNTY-  AZ/GILA
 DH6865  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DH6865
 DH6865                         *CURRENT SURVEY CONTROL
 DH6865  ___________________________________________________________________
 DH6865* NAD 83(2007)-  33 31 15.83103(N)    110 52 11.05478(W)     ADJUSTED  
 DH6865* NAVD 88     -       931.88   (meters)    3057.3    (feet)  GPS OBS   
 DH6865  ___________________________________________________________________
 DH6865  EPOCH DATE  -        2007.00
 DH6865  X           -  -1,896,479.741 (meters)                     COMP
 DH6865  Y           -  -4,974,271.464 (meters)                     COMP
 DH6865  Z           -   3,502,781.763 (meters)                     COMP
 DH6865  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 DH6865  ELLIP HEIGHT-         904.496 (meters)          (01/09/09) ADJUSTED
 DH6865  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DH6865  HORZ ORDER  -  B
 DH6865  ELLP ORDER  -  FOURTH    CLASS II
 DH6865
 DH6865.The horizontal coordinates were established by GPS observations
 DH6865.and adjusted by the National Geodetic Survey in January 2009.
 DH6865
 DH6865.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6865.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6865.The horizontal coordinates are valid at the epoch date displayed above.
 DH6865.The epoch date for horizontal control is a decimal equivalence
 DH6865.of Year/Month/Day.
 DH6865
 DH6865.The orthometric height was determined by GPS observations and a
 DH6865.high-resolution geoid model.
 DH6865.The orthometric height was determined by GPS observations and a
 DH6865.high-resolution geoid model using precise GPS observation and
 DH6865.processing techniques.
 DH6865
 DH6865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6865
 DH6865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6865
 DH6865.The ellipsoidal height was determined by GPS observations
 DH6865.and is referenced to NAD 83.
 DH6865
 DH6865.The geoid height was determined by GEOID03.
 DH6865
 DH6865;                    North         East     Units Scale Factor Converg.
 DH6865;SPC AZ E     -   279,757.817   148,050.590   MT  0.99995257   -0 23 17.8
 DH6865;SPC AZ E     -   917,840.61    485,730.28   iFT  0.99995257   -0 23 17.8
 DH6865;UTM  12      - 3,709,062.183   512,096.560   MT  0.99960180   +0 04 19.0
 DH6865
 DH6865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6865!SPC AZ E     -   0.99985802  x   0.99995257  =   0.99981060
 DH6865!UTM  12      -   0.99985802  x   0.99960180  =   0.99945988
 DH6865
 DH6865                          SUPERSEDED SURVEY CONTROL
 DH6865
 DH6865  NAD 83(2007)-  33 31 15.83100(N)    110 52 11.05483(W) AD(2007.00) 0
 DH6865  ELLIP H (02/10/07)  904.550  (m)                       GP(2007.00)    
 DH6865  NAD 83(1992)-  33 31 15.83081(N)    110 52 11.05452(W) AD(       ) B
 DH6865  ELLIP H (08/22/05)  904.561  (m)                       GP(       ) 4 2
 DH6865
 DH6865.Superseded values are not recommended for survey control.
 DH6865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6865.See file dsdata.txt to determine how the superseded data were derived.
 DH6865
 DH6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1209709062(NAD 83)
 DH6865_MARKER: DD = SURVEY DISK
 DH6865_SETTING: 66 = SET IN ROCK OUTCROP
 DH6865_STAMPING: P AND M NO 86 TRAVERSE STATION 1960
 DH6865_MARK LOGO: AZHD  
 DH6865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH6865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6865+STABILITY: POSITION/ELEVATION WELL
 DH6865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6865+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH6865
 DH6865  HISTORY     - Date     Condition        Report By
 DH6865  HISTORY     - UNK      MONUMENTED       AZHD
 DH6865  HISTORY     - 20040401 GOOD             AZ-007
 DH6865  HISTORY     - 20051004 GOOD             AZ-007
 DH6865
 DH6865                          STATION DESCRIPTION
 DH6865
 DH6865'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6865'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE,AZ. PROCEED
 DH6865'NORTH ON SR-188 50 FEET BEYOND MP 223 TO ROADWAY TO RIGHT INTO
 DH6865'WHEATFIELDS AREA (OLD SR 88). PROCEED EAST 200 FT AND PARK ON NORTH
 DH6865'SIDE OF ROAD ADJACENT TO CURVE TO SOUTHEAST. PACK 1000 FEET EAST AND
 DH6865'NORTHEAST THROUGH BARBED WIRE FENCE ALONG TOP OF MESA. MONUMENT ID
 DH6865'ADOT BRASS CAP IN MARBLED BEDROCK NEAR ADOT WITNESS POST.
 DH6865
 DH6865                          STATION RECOVERY (2005)
 DH6865
 DH6865'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0320 ***********************************************************************
 CZ0320  DESIGNATION -  ADS 1
 CZ0320  PID         -  CZ0320
 CZ0320  STATE/COUNTY-  AZ/PINAL
 CZ0320  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0320
 CZ0320                         *CURRENT SURVEY CONTROL
 CZ0320  ___________________________________________________________________
 CZ0320* NAD 83(1986)-  32 41 54.     (N)    111 29 56.     (W)     SCALED    
 CZ0320* NAVD 88     -       498.19   (+/-2cm)    1634.5    (feet)  VERTCON   
 CZ0320  ___________________________________________________________________
 CZ0320  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0320
 CZ0320.The horizontal coordinates were scaled from a topographic map and have
 CZ0320.an estimated accuracy of +/- 6 seconds.
 CZ0320
 CZ0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0320.The vertical order pertains to the NGVD 29 superseded value.
 CZ0320
 CZ0320.The geoid height was determined by GEOID03.
 CZ0320
 CZ0320;                    North         East    Units  Estimated Accuracy
 CZ0320;SPC AZ C     -   188,380.      252,530.      MT  (+/- 180 meters Scaled)
 CZ0320
 CZ0320                          SUPERSEDED SURVEY CONTROL
 CZ0320
 CZ0320  NGVD 29 (??/??/92)  497.619  (m)         1632.61   (f) ADJ UNCH    2 0
 CZ0320
 CZ0320.Superseded values are not recommended for survey control.
 CZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0320.See file dsdata.txt to determine how the superseded data were derived.
 CZ0320
 CZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532179(NAD 83)
 CZ0320_MARKER: DD = SURVEY DISK
 CZ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0320_STAMPING: ADS 1 1946
 CZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0320+STABILITY: SURFACE MOTION
 CZ0320
 CZ0320  HISTORY     - Date     Condition        Report By
 CZ0320  HISTORY     - 1946     MONUMENTED       USGS
 CZ0320  HISTORY     - 1952     GOOD             NGS
 CZ0320
 CZ0320                          STATION DESCRIPTION
 CZ0320
 CZ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0320'1.1 MI S FROM PICACHO.
 CZ0320'0.1 MILE WEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT PICACHO,
 CZ0320'THENCE 1 MILE SOUTH ALONG PICACHO HIGHWAY, 0.05 MILE NORTH OF THE
 CZ0320'JUNCTION OF A DEAD-END DIRT ROAD WHICH LEADS WEST ALONG A POWERLINE,
 CZ0320'124 FEET NORTH OF THE 1ST POLE NORTH OF A T JUNCTION OF A POWER LINE,
 CZ0320'59 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE HIGHWAY,
 CZ0320'26 FEET EAST OF A NORTH-SOUTH FENCE LINE, 10.4 FEET WEST OF A 7 INCH
 CZ0320'MESQUITE TREE WITH A METAL USGS TAG STAMPED 1633.0 NAILED TO THE WEST
 CZ0320'SIDE, 2.2 FEET SOUTH OF A WITNESS POST, AND SET IN A CONCRETE POST
 CZ0320'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0402 ***********************************************************************
 CZ0402  DESIGNATION -  ADS 10
 CZ0402  PID         -  CZ0402
 CZ0402  STATE/COUNTY-  AZ/PINAL
 CZ0402  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0402
 CZ0402                         *CURRENT SURVEY CONTROL
 CZ0402  ___________________________________________________________________
 CZ0402* NAD 83(1986)-  32 31 47.     (N)    111 26 49.     (W)     SCALED    
 CZ0402* NAVD 88     -       569.00   (+/-2cm)    1866.8    (feet)  VERTCON   
 CZ0402  ___________________________________________________________________
 CZ0402  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0402
 CZ0402.The horizontal coordinates were scaled from a topographic map and have
 CZ0402.an estimated accuracy of +/- 6 seconds.
 CZ0402
 CZ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0402.The vertical order pertains to the NGVD 29 superseded value.
 CZ0402
 CZ0402.The geoid height was determined by GEOID03.
 CZ0402
 CZ0402;                    North         East    Units  Estimated Accuracy
 CZ0402;SPC AZ C     -   169,700.      257,480.      MT  (+/- 180 meters Scaled)
 CZ0402
 CZ0402                          SUPERSEDED SURVEY CONTROL
 CZ0402
 CZ0402  NGVD 29 (??/??/92)  568.498  (m)         1865.15   (f) ADJ UNCH    2 0
 CZ0402
 CZ0402.Superseded values are not recommended for survey control.
 CZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0402.See file dsdata.txt to determine how the superseded data were derived.
 CZ0402
 CZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA580992(NAD 83)
 CZ0402_MARKER: DD = SURVEY DISK
 CZ0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0402_SP_SET: FOUNDATION
 CZ0402_STAMPING: ADS 10 1946 1865
 CZ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0402
 CZ0402  HISTORY     - Date     Condition        Report By
 CZ0402  HISTORY     - 1946     MONUMENTED       USGS
 CZ0402  HISTORY     - 1951     GOOD             NGS
 CZ0402  HISTORY     - 1977     GOOD             USGS
 CZ0402
 CZ0402                          STATION DESCRIPTION
 CZ0402
 CZ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0402'8.1 MI W FROM RED ROCK.
 CZ0402'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0402'RAILROAD STATION AT RED ROCK, THENCE 7.9 MILES SOUTHWEST ALONG A
 CZ0402'GRADED ROAD, AND SET IN THE TOP OF THE WEST ONE OF THREE 1 1/2 BY 13
 CZ0402'FEET CONCRETE FOUNDATIONS PROJECTING ABOUT 0.7 FOOT ABOVE THE GROUND,
 CZ0402'25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTH OF THE
 CZ0402'NORTH END OF THE FOUNDATION, AND ABOUT LEVEL WITH THE ROAD.
 CZ0402
 CZ0402                          STATION RECOVERY (1977)
 CZ0402
 CZ0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0402'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0402'STATION AT RED ROCK, THENCE 7.8 MI SW. ALONG SASCO RD. UNDER DOUBLE
 CZ0402'WOOD POLE POWER LINE. 22 FT S. OF RD. 2.1 FT S. OF NORTH END OF
 CZ0402'FOUNDATION, ABOUT LEVEL WITH RD. IN TOP OF WEST ONE OF THREE
 CZ0402'1.5X13-FT CONCRETE FOUNDATIONS PROJECTING 0.7 FT ABOVE GROUND.
 CZ0402'STANDARD TABLET STAMPED ADS 10 1946 1865.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0405 ***********************************************************************
 CZ0405  DESIGNATION -  ADS 11
 CZ0405  PID         -  CZ0405
 CZ0405  STATE/COUNTY-  AZ/PINAL
 CZ0405  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0405
 CZ0405                         *CURRENT SURVEY CONTROL
 CZ0405  ___________________________________________________________________
 CZ0405* NAD 83(1986)-  32 30 49.     (N)    111 28 26.     (W)     SCALED    
 CZ0405* NAVD 88     -       596.01   (+/-2cm)    1955.4    (feet)  VERTCON   
 CZ0405  ___________________________________________________________________
 CZ0405  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0405
 CZ0405.The horizontal coordinates were scaled from a topographic map and have
 CZ0405.an estimated accuracy of +/- 6 seconds.
 CZ0405
 CZ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0405.The vertical order pertains to the NGVD 29 superseded value.
 CZ0405
 CZ0405.The geoid height was determined by GEOID03.
 CZ0405
 CZ0405;                    North         East    Units  Estimated Accuracy
 CZ0405;SPC AZ C     -   167,900.      254,960.      MT  (+/- 180 meters Scaled)
 CZ0405
 CZ0405                          SUPERSEDED SURVEY CONTROL
 CZ0405
 CZ0405  NGVD 29 (??/??/92)  595.492  (m)         1953.71   (f) ADJ UNCH    2 0
 CZ0405
 CZ0405.Superseded values are not recommended for survey control.
 CZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0405.See file dsdata.txt to determine how the superseded data were derived.
 CZ0405
 CZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA554974(NAD 83)
 CZ0405_MARKER: DD = SURVEY DISK
 CZ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0405_STAMPING: ADS 11 1946 1954
 CZ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0405+STABILITY: SURFACE MOTION
 CZ0405
 CZ0405  HISTORY     - Date     Condition        Report By
 CZ0405  HISTORY     - 1946     MONUMENTED       USGS
 CZ0405  HISTORY     - 1951     GOOD             NGS
 CZ0405  HISTORY     - 1977     GOOD             USGS
 CZ0405
 CZ0405                          STATION DESCRIPTION
 CZ0405
 CZ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0405'10.1 MI W FROM RED ROCK.
 CZ0405'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0405'RAILROAD STATION AT RED ROCK, THENCE 9.9 MILES SOUTHWEST ALONG A
 CZ0405'GRADED ROAD, 0.5 MILE WEST OF A Y JUNCTION OF THE OLD ROAD, 0.1 MILE
 CZ0405'WEST OF A DEEP WASH, 44 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CZ0405'16 1/2 FEET SOUTH OF A PALO VERDE TREE, 1.7 FEET SOUTH OF THE WITNESS
 CZ0405'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0405'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0405
 CZ0405                          STATION RECOVERY (1977)
 CZ0405
 CZ0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0405'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0405'STATION AT RED ROCK, THENCE 9.8 MI SW. ALONG SASCO RD. 0.1 MI W. OF
 CZ0405'WASH. 44 FT N. OF CENTERLINE OF RD., 16 FT S. OF PALO VERDE TREE, 1.7
 CZ0405'FT S. OF WITNESS POST, ABOUT LEVEL WITH RD. IN CONCRETE POST
 CZ0405'PROJECTING 0.4 FT. STANDARD TABLET STAMPED ADS 11 1946 1954.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0893 ***********************************************************************
 CZ0893  DESIGNATION -  ADS 12
 CZ0893  PID         -  CZ0893
 CZ0893  STATE/COUNTY-  AZ/PIMA
 CZ0893  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0893
 CZ0893                         *CURRENT SURVEY CONTROL
 CZ0893  ___________________________________________________________________
 CZ0893* NAD 83(1986)-  32 29 42.     (N)    111 30 04.     (W)     SCALED    
 CZ0893* NAVD 88     -       632.86   (+/-2cm)    2076.3    (feet)  VERTCON   
 CZ0893  ___________________________________________________________________
 CZ0893  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0893
 CZ0893.The horizontal coordinates were scaled from a topographic map and have
 CZ0893.an estimated accuracy of +/- 6 seconds.
 CZ0893
 CZ0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0893.The vertical order pertains to the NGVD 29 superseded value.
 CZ0893
 CZ0893.The geoid height was determined by GEOID03.
 CZ0893
 CZ0893;                    North         East    Units  Estimated Accuracy
 CZ0893;SPC AZ C     -   165,830.      252,410.      MT  (+/- 180 meters Scaled)
 CZ0893
 CZ0893                          SUPERSEDED SURVEY CONTROL
 CZ0893
 CZ0893  NGVD 29 (??/??/92)  632.324  (m)         2074.55   (f) ADJ UNCH    2 0
 CZ0893
 CZ0893.Superseded values are not recommended for survey control.
 CZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0893.See file dsdata.txt to determine how the superseded data were derived.
 CZ0893
 CZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA529954(NAD 83)
 CZ0893_MARKER: DD = SURVEY DISK
 CZ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0893_STAMPING: ADS 12 1946 2075
 CZ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0893+STABILITY: SURFACE MOTION
 CZ0893
 CZ0893  HISTORY     - Date     Condition        Report By
 CZ0893  HISTORY     - 1946     MONUMENTED       USGS
 CZ0893  HISTORY     - 1951     GOOD             NGS
 CZ0893
 CZ0893                          STATION DESCRIPTION
 CZ0893
 CZ0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0893'12.1 MI W FROM RED ROCK.
 CZ0893'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0893'RAILROAD STATION AT RED ROCK, THENCE 11.9 MILES WEST AND SOUTHWEST
 CZ0893'ALONG A GRADED ROAD, 0.15 MILE SOUTHWEST OF AN EL PASO NATURAL
 CZ0893'UNDERGROUND GAS LINE CROSSING UNDER THE ROAD, 241.7 FEET NORTHEAST OF
 CZ0893'AN IRON GATE ON THE ROAD, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0893'ROAD, 8.2 FEET SOUTHEAST OF A FENCE, 1.7 FEET SOUTHEAST OF THE WITNESS
 CZ0893'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0893'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0894 ***********************************************************************
 CZ0894  DESIGNATION -  ADS 13
 CZ0894  PID         -  CZ0894
 CZ0894  STATE/COUNTY-  AZ/PIMA
 CZ0894  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0894
 CZ0894                         *CURRENT SURVEY CONTROL
 CZ0894  ___________________________________________________________________
 CZ0894* NAD 83(1986)-  32 28 57.     (N)    111 30 54.     (W)     SCALED    
 CZ0894* NAVD 88     -       643.90   (+/-2cm)    2112.5    (feet)  VERTCON   
 CZ0894  ___________________________________________________________________
 CZ0894  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0894
 CZ0894.The horizontal coordinates were scaled from a topographic map and have
 CZ0894.an estimated accuracy of +/- 6 seconds.
 CZ0894
 CZ0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0894.The vertical order pertains to the NGVD 29 superseded value.
 CZ0894
 CZ0894.The geoid height was determined by GEOID03.
 CZ0894
 CZ0894;                    North         East    Units  Estimated Accuracy
 CZ0894;SPC AZ C     -   164,440.      251,110.      MT  (+/- 180 meters Scaled)
 CZ0894
 CZ0894                          SUPERSEDED SURVEY CONTROL
 CZ0894
 CZ0894  NGVD 29 (??/??/92)  643.356  (m)         2110.74   (f) ADJ UNCH    2 0
 CZ0894
 CZ0894.Superseded values are not recommended for survey control.
 CZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0894.See file dsdata.txt to determine how the superseded data were derived.
 CZ0894
 CZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA516940(NAD 83)
 CZ0894_MARKER: DD = SURVEY DISK
 CZ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0894_STAMPING: A D S 13 2111 1946
 CZ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0894+STABILITY: SURFACE MOTION
 CZ0894
 CZ0894  HISTORY     - Date     Condition        Report By
 CZ0894  HISTORY     - 1946     MONUMENTED       USGS
 CZ0894  HISTORY     - 1951     GOOD             NGS
 CZ0894
 CZ0894                          STATION DESCRIPTION
 CZ0894
 CZ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0894'6.9 MI NE FROM SILVER BELL.
 CZ0894'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY
 CZ0894'ALSO 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 CZ0894'PACIFIC RAILROAD STATION AT RED ROCK, THENCE 13.3 MILES WEST AND
 CZ0894'SOUTHWEST ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD LEADING
 CZ0894'SOUTHEAST TO RILLITO, 38 FEET SOUTHEAST OF THE RED ROCK ROAD, 30 FEET
 CZ0894'NORTHEAST OF THE CENTER LINE OF THE ROAD TO RILLITO, AND ABOUT LEVEL
 CZ0894'WITH THE ROAD TO RILLITO, AND SET IN THE TOP OF A CONCRETE POST
 CZ0894'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0349 ***********************************************************************
 CZ0349  DESIGNATION -  ADS 16
 CZ0349  PID         -  CZ0349
 CZ0349  STATE/COUNTY-  AZ/PINAL
 CZ0349  USGS QUAD   -  RED ROCK (1993)
 CZ0349
 CZ0349                         *CURRENT SURVEY CONTROL
 CZ0349  ___________________________________________________________________
 CZ0349* NAD 83(1986)-  32 35 28.     (N)    111 20 15.     (W)     SCALED    
 CZ0349* NAVD 88     -       562.69   (+/-2cm)    1846.1    (feet)  VERTCON   
 CZ0349  ___________________________________________________________________
 CZ0349  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0349
 CZ0349.The horizontal coordinates were scaled from a topographic map and have
 CZ0349.an estimated accuracy of +/- 6 seconds.
 CZ0349
 CZ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0349.The vertical order pertains to the NGVD 29 superseded value.
 CZ0349
 CZ0349.The geoid height was determined by GEOID03.
 CZ0349
 CZ0349;                    North         East    Units  Estimated Accuracy
 CZ0349;SPC AZ C     -   176,560.      267,730.      MT  (+/- 180 meters Scaled)
 CZ0349
 CZ0349                          SUPERSEDED SURVEY CONTROL
 CZ0349
 CZ0349  NGVD 29 (??/??/92)  562.31   (m)         1844.8    (f) COMPUTED    1 2
 CZ0349
 CZ0349.Superseded values are not recommended for survey control.
 CZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0349.See file dsdata.txt to determine how the superseded data were derived.
 CZ0349
 CZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB683060(NAD 83)
 CZ0349_MARKER: DD = SURVEY DISK
 CZ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0349_STAMPING: ADS 16 1845 1946
 CZ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0349+STABILITY: SURFACE MOTION
 CZ0349
 CZ0349  HISTORY     - Date     Condition        Report By
 CZ0349  HISTORY     - 1946     MONUMENTED       USGS
 CZ0349  HISTORY     - 1949     GOOD             NGS
 CZ0349  HISTORY     - 1952     MARK NOT FOUND   NGS
 CZ0349
 CZ0349                          STATION DESCRIPTION
 CZ0349
 CZ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ0349'1.1 MI NW FROM RED ROCK.
 CZ0349'1.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0349'STATION AT RED ROCK, ABOUT 69 YARDS NORTHWEST OF THE NORTHWEST END OF
 CZ0349'BRIDGE 950.23, 70 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 CZ0349'84, 1.4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, ABOUT 1 FOOT BELOW
 CZ0349'THE SURFACE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A WHITE WOODEN
 CZ0349'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CZ0349'ABOVE GROUND.  NOTE-- A NEW HIGHWAY WAS BUILT IN THE VICINITY OF THE
 CZ0349'DESCRIBED LOCATION AND THE MARK WAS PROBABLY DESTROYED.
 CZ0349
 CZ0349                          STATION RECOVERY (1952)
 CZ0349
 CZ0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CZ0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0324 ***********************************************************************
 CZ0324  DESIGNATION -  ADS 2
 CZ0324  PID         -  CZ0324
 CZ0324  STATE/COUNTY-  AZ/PINAL
 CZ0324  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0324
 CZ0324                         *CURRENT SURVEY CONTROL
 CZ0324  ___________________________________________________________________
 CZ0324* NAD 83(1986)-  32 40 04.     (N)    111 29 58.     (W)     SCALED    
 CZ0324* NAVD 88     -       506.61   (+/-2cm)    1662.1    (feet)  VERTCON   
 CZ0324  ___________________________________________________________________
 CZ0324  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0324
 CZ0324.The horizontal coordinates were scaled from a topographic map and have
 CZ0324.an estimated accuracy of +/- 6 seconds.
 CZ0324
 CZ0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0324.The vertical order pertains to the NGVD 29 superseded value.
 CZ0324
 CZ0324.The geoid height was determined by GEOID03.
 CZ0324
 CZ0324;                    North         East    Units  Estimated Accuracy
 CZ0324;SPC AZ C     -   184,990.      252,490.      MT  (+/- 180 meters Scaled)
 CZ0324
 CZ0324                          SUPERSEDED SURVEY CONTROL
 CZ0324
 CZ0324  NGVD 29 (??/??/92)  506.053  (m)         1660.28   (f) ADJ UNCH    2 0
 CZ0324
 CZ0324.Superseded values are not recommended for survey control.
 CZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0324.See file dsdata.txt to determine how the superseded data were derived.
 CZ0324
 CZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB531145(NAD 83)
 CZ0324_MARKER: DD = SURVEY DISK
 CZ0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0324_SP_SET: CATTLE GUARD
 CZ0324_STAMPING: ADS 2 1946 1661
 CZ0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0324
 CZ0324  HISTORY     - Date     Condition        Report By
 CZ0324  HISTORY     - 1946     MONUMENTED       USGS
 CZ0324  HISTORY     - 1951     GOOD             NGS
 CZ0324
 CZ0324                          STATION DESCRIPTION
 CZ0324
 CZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0324'3.2 MI S FROM PICACHO.
 CZ0324'3.2 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0324'RAILROAD STATION AT PICACHO, AT THE Y JUNCTION OF A GRADED ROAD
 CZ0324'LEADING SOUTHEAST TO THE MARANA AIRPORT, IN THE TOP OF THE SOUTHWEST
 CZ0324'CONCRETE HEADWALL OF A CATTLE GUARD ON THE GRADED ROAD, 30 FEET EAST
 CZ0324'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTHWEST OF THE CENTER
 CZ0324'LINE OF THE GRADED ROAD, 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF
 CZ0324'THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0411 ***********************************************************************
 CZ0411  DESIGNATION -  ADS 25
 CZ0411  PID         -  CZ0411
 CZ0411  STATE/COUNTY-  AZ/PINAL
 CZ0411  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0411
 CZ0411                         *CURRENT SURVEY CONTROL
 CZ0411  ___________________________________________________________________
 CZ0411* NAD 83(1986)-  32 32 40.     (N)    111 25 54.     (W)     SCALED    
 CZ0411* NAVD 88     -       544.32   (+/-2cm)    1785.8    (feet)  VERTCON   
 CZ0411  ___________________________________________________________________
 CZ0411  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0411
 CZ0411.The horizontal coordinates were scaled from a topographic map and have
 CZ0411.an estimated accuracy of +/- 6 seconds.
 CZ0411
 CZ0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0411.The vertical order pertains to the NGVD 29 superseded value.
 CZ0411
 CZ0411.The geoid height was determined by GEOID03.
 CZ0411
 CZ0411;                    North         East    Units  Estimated Accuracy
 CZ0411;SPC AZ C     -   171,340.      258,910.      MT  (+/- 180 meters Scaled)
 CZ0411
 CZ0411                          SUPERSEDED SURVEY CONTROL
 CZ0411
 CZ0411  NGVD 29 (??/??/92)  543.847  (m)         1784.27   (f) ADJ UNCH    2 0
 CZ0411
 CZ0411.Superseded values are not recommended for survey control.
 CZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0411.See file dsdata.txt to determine how the superseded data were derived.
 CZ0411
 CZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB594008(NAD 83)
 CZ0411_MARKER: DD = SURVEY DISK
 CZ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0411_STAMPING: ADS 25 1946 1784
 CZ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0411+STABILITY: SURFACE MOTION
 CZ0411
 CZ0411  HISTORY     - Date     Condition        Report By
 CZ0411  HISTORY     - 1946     MONUMENTED       USGS
 CZ0411  HISTORY     - 1951     GOOD             NGS
 CZ0411
 CZ0411                          STATION DESCRIPTION
 CZ0411
 CZ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0411'7.3 MI SW FROM RED ROCK.
 CZ0411'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0411'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ0411'GRADED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRADED ROAD AT A T
 CZ0411'JUNCTION WITH GRADED ROAD LEADING EAST TO THE LA OSA RANCH HOUSE, 0.1
 CZ0411'MILE WEST OF THE RANCH HOUSE, 54 FEET SOUTH OF THE CENTER LINE OF THE
 CZ0411'GRADED ROAD TO THE RANCH, 31.8 FEET SOUTH OF A FENCE CORNER, 15 FEET
 CZ0411'EAST OF THE CENTER LINE OF THE MAIN ROAD, 3.1 FEET WEST OF A FENCE,
 CZ0411'1.8 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0411'MAIN ROAD, AND SET IN A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1328 ***********************************************************************
 CZ1328  DESIGNATION -  ADS 26
 CZ1328  PID         -  CZ1328
 CZ1328  STATE/COUNTY-  AZ/PINAL
 CZ1328  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1328
 CZ1328                         *CURRENT SURVEY CONTROL
 CZ1328  ___________________________________________________________________
 CZ1328* NAD 83(1986)-  32 34 14.     (N)    111 34 56.     (W)     SCALED    
 CZ1328* NAVD 88     -       504.93   (+/-2cm)    1656.6    (feet)  VERTCON   
 CZ1328  ___________________________________________________________________
 CZ1328  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1328
 CZ1328.The horizontal coordinates were scaled from a topographic map and have
 CZ1328.an estimated accuracy of +/- 6 seconds.
 CZ1328
 CZ1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1328.The vertical order pertains to the NGVD 29 superseded value.
 CZ1328
 CZ1328.The geoid height was determined by GEOID03.
 CZ1328
 CZ1328;                    North         East    Units  Estimated Accuracy
 CZ1328;SPC AZ C     -   174,180.      244,760.      MT  (+/- 180 meters Scaled)
 CZ1328
 CZ1328                          SUPERSEDED SURVEY CONTROL
 CZ1328
 CZ1328  NGVD 29 (??/??/92)  504.400  (m)         1654.85   (f) ADJ UNCH    2 0
 CZ1328
 CZ1328.Superseded values are not recommended for survey control.
 CZ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1328.See file dsdata.txt to determine how the superseded data were derived.
 CZ1328
 CZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB453038(NAD 83)
 CZ1328_MARKER: DD = SURVEY DISK
 CZ1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1328_STAMPING: ADS 26 1946 1655
 CZ1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1328+STABILITY: SURFACE MOTION
 CZ1328
 CZ1328  HISTORY     - Date     Condition        Report By
 CZ1328  HISTORY     - 1946     MONUMENTED       USGS
 CZ1328  HISTORY     - 1951     GOOD             NGS
 CZ1328
 CZ1328                          STATION DESCRIPTION
 CZ1328
 CZ1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1328'14.2 MI S FROM ELOY.
 CZ1328'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1328'RAILROAD STATION AT ELOY, 11.1 MILE SOUTH ALONG SUNSHINE BLVD., THENCE
 CZ1328'0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 1.9 MILES WEST ALONG A TRACK
 CZ1328'ROAD, 0.55 MILE WEST OF THE Y JUNCTION OF A TRACK ROAD LEADING
 CZ1328'SOUTHEAST, 0.25 MILE SOUTHEAST OF THE EAST END OF A RESERVOIR, 24 FEET
 CZ1328'SOUTH OF THE CENTER LINE OF THE ROAD, 8.2 FEET NORTH OF A LONE
 CZ1328'MESQUITE TREE, 1.8 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ1328'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1325 ***********************************************************************
 CZ1325  DESIGNATION -  ADS 27
 CZ1325  PID         -  CZ1325
 CZ1325  STATE/COUNTY-  AZ/PINAL
 CZ1325  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1325
 CZ1325                         *CURRENT SURVEY CONTROL
 CZ1325  ___________________________________________________________________
 CZ1325* NAD 83(1986)-  32 34 03.     (N)    111 37 04.     (W)     SCALED    
 CZ1325* NAVD 88     -       497.18   (+/-2cm)    1631.2    (feet)  VERTCON   
 CZ1325  ___________________________________________________________________
 CZ1325  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ1325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1325
 CZ1325.The horizontal coordinates were scaled from a topographic map and have
 CZ1325.an estimated accuracy of +/- 6 seconds.
 CZ1325
 CZ1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1325.The vertical order pertains to the NGVD 29 superseded value.
 CZ1325
 CZ1325.The geoid height was determined by GEOID03.
 CZ1325
 CZ1325;                    North         East    Units  Estimated Accuracy
 CZ1325;SPC AZ C     -   173,830.      241,430.      MT  (+/- 180 meters Scaled)
 CZ1325
 CZ1325                          SUPERSEDED SURVEY CONTROL
 CZ1325
 CZ1325  NGVD 29 (??/??/92)  496.645  (m)         1629.41   (f) ADJ UNCH    2 0
 CZ1325
 CZ1325.Superseded values are not recommended for survey control.
 CZ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1325.See file dsdata.txt to determine how the superseded data were derived.
 CZ1325
 CZ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB420035(NAD 83)
 CZ1325_MARKER: DB = BENCH MARK DISK
 CZ1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1325_STAMPING: ADS 27 1946 1629
 CZ1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1325+STABILITY: SURFACE MOTION
 CZ1325
 CZ1325  HISTORY     - Date     Condition        Report By
 CZ1325  HISTORY     - 1946     MONUMENTED       USGS
 CZ1325  HISTORY     - 1951     GOOD             NGS
 CZ1325
 CZ1325                          STATION DESCRIPTION
 CZ1325
 CZ1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1325'16.3 MI S FROM ELOY.
 CZ1325'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1325'RAILROAD STATION AT ELOY, THENCE 11.1 MILES SOUTH ALONG SUNSHINE
 CZ1325'BLVD., THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 4 MILE WEST
 CZ1325'ALONG A TRACK ROAD, AT A LARGE CLEARING, 425 FEET SOUTHWEST OF A 4
 CZ1325'FOOT WIDE CONCRETE WELL WHICH IS SURROUNDED BY A MOUND OF GRAVEL, 6
 CZ1325'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTH OF A WITNESS
 CZ1325'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST
 CZ1325'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1323 ***********************************************************************
 CZ1323  DESIGNATION -  ADS 28
 CZ1323  PID         -  CZ1323
 CZ1323  STATE/COUNTY-  AZ/PINAL
 CZ1323  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1323
 CZ1323                         *CURRENT SURVEY CONTROL
 CZ1323  ___________________________________________________________________
 CZ1323* NAD 83(1986)-  32 34 10.     (N)    111 38 28.     (W)     SCALED    
 CZ1323* NAVD 88     -       492.29   (+/-2cm)    1615.1    (feet)  VERTCON   
 CZ1323  ___________________________________________________________________
 CZ1323  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ1323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1323
 CZ1323.The horizontal coordinates were scaled from a topographic map and have
 CZ1323.an estimated accuracy of +/- 6 seconds.
 CZ1323
 CZ1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1323.The vertical order pertains to the NGVD 29 superseded value.
 CZ1323
 CZ1323.The geoid height was determined by GEOID03.
 CZ1323
 CZ1323;                    North         East    Units  Estimated Accuracy
 CZ1323;SPC AZ C     -   174,040.      239,230.      MT  (+/- 180 meters Scaled)
 CZ1323
 CZ1323                          SUPERSEDED SURVEY CONTROL
 CZ1323
 CZ1323  NGVD 29 (??/??/92)  491.754  (m)         1613.36   (f) ADJ UNCH    2 0
 CZ1323
 CZ1323.Superseded values are not recommended for survey control.
 CZ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1323.See file dsdata.txt to determine how the superseded data were derived.
 CZ1323
 CZ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB398037(NAD 83)
 CZ1323_MARKER: DD = SURVEY DISK
 CZ1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1323_STAMPING: ADS 28 1946 1614
 CZ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1323+STABILITY: SURFACE MOTION
 CZ1323
 CZ1323  HISTORY     - Date     Condition        Report By
 CZ1323  HISTORY     - 1946     MONUMENTED       USGS
 CZ1323  HISTORY     - 1951     GOOD             NGS
 CZ1323
 CZ1323                          STATION DESCRIPTION
 CZ1323
 CZ1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1323'17.7 MI SW FROM ELOY.
 CZ1323'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1323'RAILROAD STATION AT ELOY, THENCE 11.1 MILES SOUTH ALONG SUNSHINE BLVD.
 CZ1323'THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 5.4 MILES WEST ALONG A
 CZ1323'TRACK ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, AT A
 CZ1323'VERY LARGE CLEARING WITH A VERY FEW SMALL MESQUITE TREES, 175 FEET
 CZ1323'SOUTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION, 123 FEET SOUTH OF
 CZ1323'THE CENTER LINE OF THE MAIN ROAD, 70 FEET WEST OF THE CENTER LINE OF A
 CZ1323'TRACK ROAD LEADING SOUTHEAST, 2.3 FEET EAST OF THE WITNESS POST, AND
 CZ1323'ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.7
 CZ1323'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1763 ***********************************************************************
 DU1763  DESIGNATION -  ADYKE AZ MK
 DU1763  PID         -  DU1763
 DU1763  STATE/COUNTY-  AZ/MARICOPA
 DU1763  USGS QUAD   -  CURRYS CORNER (1982)
 DU1763
 DU1763                         *CURRENT SURVEY CONTROL
 DU1763  ___________________________________________________________________
 DU1763* NAD 83(1992)-  33 38 38.23384(N)    111 53 25.32010(W)     NO CHECK  
 DU1763* NAVD 88     -       480.903  (meters)    1577.76   (feet)  ADJUSTED  
 DU1763  ___________________________________________________________________
 DU1763  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DU1763  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1763  DYNAMIC HT  -         480.332 (meters)    1575.89  (feet)  COMP
 DU1763  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 DU1763
 DU1763  HORZ ORDER  -  SECOND
 DU1763  VERT ORDER  -  SECOND    CLASS I
 DU1763
 DU1763.The horizontal coordinates were established by classical geodetic methods
 DU1763.and adjusted by the National Geodetic Survey in August 1993.
 DU1763.No horizontal observational check was made to the station.
 DU1763
 DU1763.The orthometric height was determined by differential leveling
 DU1763.and adjusted in November 1993.
 DU1763
 DU1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1763
 DU1763.The geoid height was determined by GEOID03.
 DU1763
 DU1763.The dynamic height is computed by dividing the NAVD 88
 DU1763.geopotential number by the normal gravity value computed on the
 DU1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1763.degrees latitude (g = 980.6199 gals.).
 DU1763
 DU1763.The modeled gravity was interpolated from observed gravity values.
 DU1763
 DU1763;                    North         East     Units Scale Factor Converg.
 DU1763;SPC AZ C     -   293,165.763   215,799.564   MT  0.99990007   +0 00 52.5
 DU1763;SPC AZ C     -   961,829.93    708,003.82   iFT  0.99990007   +0 00 52.5
 DU1763;UTM  12      - 3,723,034.874   417,433.813   MT  0.99968404   -0 29 35.9
 DU1763
 DU1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1763!SPC AZ C     -   0.99992911  x   0.99990007  =   0.99982919
 DU1763!UTM  12      -   0.99992911  x   0.99968404  =   0.99961317
 DU1763
 DU1763                          SUPERSEDED SURVEY CONTROL
 DU1763
 DU1763  NAD 83(1986)-  33 38 38.22781(N)    111 53 25.32492(W) AD(       ) 2
 DU1763  NGVD 29 (11/30/89)  480.3    (m)         1576.     (f) LEVELING    3  
 DU1763
 DU1763.Superseded values are not recommended for survey control.
 DU1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1763.See file dsdata.txt to determine how the superseded data were derived.
 DU1763
 DU1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1743423035(NAD 83)
 DU1763_MARKER: DZ = AZIMUTH MARK DISK
 DU1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1763_SP_SET: CONCRETE POST
 DU1763_STAMPING: ADYKE AZ 1983
 DU1763_MARK LOGO: AZDT  
 DU1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1763+STABILITY: SURFACE MOTION
 DU1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1763+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 DU1763
 DU1763  HISTORY     - Date     Condition        Report By
 DU1763  HISTORY     - 1983     MONUMENTED       AZDT
 DU1763  HISTORY     - 1984     GOOD             AZDT
 DU1763  HISTORY     - 20040628 GOOD             CAP
 DU1763  HISTORY     - 20061006 GOOD             GEOCAC
 DU1763  HISTORY     - 20090227 GOOD             GEOCAC
 DU1763
 DU1763                          STATION DESCRIPTION
 DU1763
 DU1763'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1763'IN PHOENIX.
 DU1763'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DU1763'TRAVEL EAST ALONG BEARDSLY ROAD FOR 9.26 KM (5.75MI) TO 32ND STREET,
 DU1763'THENCE SOUTH FOR 3.22 KM (2.0 MI) TO BELL ROAD, THENCE EAST 11.35 KM
 DU1763'(7.05 MI) TO PIMA ROAD, THENCE NORTH FOR 1.77 KM (1.10 MI) TO THE MARK
 DU1763'ON THE RIGHT, 30.48 METERS (100.0 FT) EAST OF CENTERLINE, AND AN AZDT
 DU1763'ALUMINUM CAP IN A CONCRETE POST.
 DU1763
 DU1763                          STATION RECOVERY (2004)
 DU1763
 DU1763'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1763'RECOVERED IN GOOD CONDITION.
 DU1763
 DU1763                          STATION RECOVERY (2006)
 DU1763
 DU1763'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1763'RECOVERED IN GOOD CONDITION.
 DU1763
 DU1763                          STATION RECOVERY (2009)
 DU1763
 DU1763'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DU1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2133 ***********************************************************************
 CZ2133  DESIGNATION -  AE 43
 CZ2133  PID         -  CZ2133
 CZ2133  STATE/COUNTY-  AZ/PINAL
 CZ2133  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2133
 CZ2133                         *CURRENT SURVEY CONTROL
 CZ2133  ___________________________________________________________________
 CZ2133* NAD 83(1992)-  32 53 38.05270(N)    111 44 25.19444(W)     ADJUSTED  
 CZ2133* NAVD 88     -       425.79   (+/-2cm)    1396.9    (feet)  VERTCON   
 CZ2133  ___________________________________________________________________
 CZ2133  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2133  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2133  HORZ ORDER  -  FIRST
 CZ2133  VERT ORDER  -  THIRD ? (See Below)
 CZ2133
 CZ2133.The horizontal coordinates were established by classical geodetic methods
 CZ2133.and adjusted by the National Geodetic Survey in August 1993.
 CZ2133
 CZ2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2133.The vertical order pertains to the NGVD 29 superseded value.
 CZ2133
 CZ2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2133
 CZ2133.The geoid height was determined by GEOID03.
 CZ2133
 CZ2133;                    North         East     Units Scale Factor Converg.
 CZ2133;SPC AZ C     -   210,000.034   229,857.117   MT  0.99990335   +0 05 44.8
 CZ2133;SPC AZ C     -   688,976.49    754,124.40   iFT  0.99990335   +0 05 44.8
 CZ2133;UTM  12      - 3,639,768.135   430,757.838   MT  0.99965912   -0 24 07.5
 CZ2133
 CZ2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2133!SPC AZ C     -   0.99993788  x   0.99990335  =   0.99984124
 CZ2133!UTM  12      -   0.99993788  x   0.99965912  =   0.99959702
 CZ2133
 CZ2133|---------------------------------------------------------------------|
 CZ2133| PID    Reference Object                     Distance      Geod. Az  |
 CZ2133|                                                           dddmmss.s |
 CZ2133| CH4804 AE 43 RM E                            8.840 METERS 08912     |
 CZ2133| CZ2131 STA 3 OF D3                         APPROX. 0.8 KM 1770244.0 |
 CZ2133| CH4805 AE 43 RM S                            8.832 METERS 17911     |
 CZ2133|---------------------------------------------------------------------|
 CZ2133
 CZ2133                          SUPERSEDED SURVEY CONTROL
 CZ2133
 CZ2133  NAD 83(1986)-  32 53 38.04692(N)    111 44 25.19587(W) AD(       ) 1
 CZ2133  NAD 27      -  32 53 37.85003(N)    111 44 22.72637(W) AD(       ) 1
 CZ2133  NGVD 29 (07/19/86)  425.22   (m)         1395.1    (f) LEVELING    3  
 CZ2133
 CZ2133.Superseded values are not recommended for survey control.
 CZ2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2133.See file dsdata.txt to determine how the superseded data were derived.
 CZ2133
 CZ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3075839768(NAD 83)
 CZ2133_MARKER: DD = SURVEY DISK
 CZ2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2133
 CZ2133  HISTORY     - Date     Condition        Report By
 CZ2133  HISTORY     - 1967     MONUMENTED       DMA
 CZ2133  HISTORY     - 20070827 MARK NOT FOUND   GEOCAC
 CZ2133
 CZ2133                          STATION DESCRIPTION
 CZ2133
 CZ2133'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2133'T-6-S.  R-6-E.  IN SECTION 20 NEAR THE NORTHEAST CORNER.
 CZ2133'
 CZ2133'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2133'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2133'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2133'IS STAMPED--AE 43 1967 ARMY MAP SERVICE.
 CZ2133'
 CZ2133'THE STATION MARK IS LOCATED 82 FEET SOUTH OF THE CENTERLINE
 CZ2133'OF EAST-WEST ROAD.  108 FEET WEST OF THE CENTERLINE OF
 CZ2133'NORTH-SOUTH ROAD.  58 FEET SOUTH OF EAST-WEST POWERLINE.  75
 CZ2133'FEET WEST OF THE NORTH-SOUTH POWERLINE.  135.5 FEET SOUTHWEST
 CZ2133'OF THE SECTION CORNER.
 CZ2133'
 CZ2133'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2133'CASA GRANDE, GO NORTH ON 93 (PINAL AVE.) 1 MILE TO CROSSROAD
 CZ2133'(COTTONWOOD LAND).  TURN RIGHT AND GO EAST ON COTTONWOOD LANE
 CZ2133'ROAD FOR 1.0 MILE TO CROSSROAD (TREKELL ROAD) AND THE STATION
 CZ2133'SITE.
 CZ2133
 CZ2133                          STATION RECOVERY (2007)
 CZ2133
 CZ2133'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2133'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2133'MARK. A CIRCLE-K CONVENIENCE STORE NOW OCCUPIES THE SITE. ASSUMED
 CZ2133'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2132 ***********************************************************************
 CZ2132  DESIGNATION -  AE 44
 CZ2132  PID         -  CZ2132
 CZ2132  STATE/COUNTY-  AZ/PINAL
 CZ2132  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2132
 CZ2132                         *CURRENT SURVEY CONTROL
 CZ2132  ___________________________________________________________________
 CZ2132* NAD 83(1992)-  32 52 46.48484(N)    111 44 24.07999(W)     ADJUSTED  
 CZ2132* NAVD 88     -       429.07   (+/-2cm)    1407.7    (feet)  VERTCON   
 CZ2132  ___________________________________________________________________
 CZ2132  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2132  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2132  HORZ ORDER  -  FIRST
 CZ2132  VERT ORDER  -  THIRD ? (See Below)
 CZ2132
 CZ2132.The horizontal coordinates were established by classical geodetic methods
 CZ2132.and adjusted by the National Geodetic Survey in August 1993.
 CZ2132
 CZ2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2132.The vertical order pertains to the NGVD 29 superseded value.
 CZ2132
 CZ2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2132
 CZ2132.The geoid height was determined by GEOID03.
 CZ2132
 CZ2132;                    North         East     Units Scale Factor Converg.
 CZ2132;SPC AZ C     -   208,411.627   229,888.738   MT  0.99990337   +0 05 45.2
 CZ2132;SPC AZ C     -   683,765.18    754,228.14   iFT  0.99990337   +0 05 45.2
 CZ2132;UTM  12      - 3,638,179.900   430,775.655   MT  0.99965909   -0 24 06.3
 CZ2132
 CZ2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2132!SPC AZ C     -   0.99993737  x   0.99990337  =   0.99984074
 CZ2132!UTM  12      -   0.99993737  x   0.99965909  =   0.99959648
 CZ2132
 CZ2132:                Primary Azimuth Mark                     Grid Az
 CZ2132:SPC AZ C     -  STA 2 OF D3                              181 15 37.8
 CZ2132:UTM  12      -  STA 2 OF D3                              181 45 29.3
 CZ2132
 CZ2132|---------------------------------------------------------------------|
 CZ2132| PID    Reference Object                     Distance      Geod. Az  |
 CZ2132|                                                           dddmmss.s |
 CZ2132| CZ2106 STA 2 OF D3                         APPROX. 0.6 KM 1812123.0 |
 CZ2132| CZ2270 AD 44                               APPROX. 1.6 KM 2694119.0 |
 CZ2132|---------------------------------------------------------------------|
 CZ2132
 CZ2132                          SUPERSEDED SURVEY CONTROL
 CZ2132
 CZ2132  NAD 83(1986)-  32 52 46.47906(N)    111 44 24.08129(W) AD(       ) 1
 CZ2132  NAD 27      -  32 52 46.28080(N)    111 44 21.61321(W) AD(       ) 1
 CZ2132  NGVD 29 (07/19/86)  428.50   (m)         1405.8    (f) LEVELING    3  
 CZ2132
 CZ2132.Superseded values are not recommended for survey control.
 CZ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2132.See file dsdata.txt to determine how the superseded data were derived.
 CZ2132
 CZ2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3077638180(NAD 83)
 CZ2132_MARKER: DD = SURVEY DISK
 CZ2132_SETTING: 0 = UNSPECIFIED SETTING
 CZ2132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2132
 CZ2132  HISTORY     - Date     Condition        Report By
 CZ2132  HISTORY     - 1967     MONUMENTED       DMA
 CZ2132  HISTORY     - 20070827 MARK NOT FOUND   GEOCAC
 CZ2132
 CZ2132                          STATION DESCRIPTION
 CZ2132
 CZ2132'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2132'T-6-S.  R-6-E.  IN THE CORNER OF SECTIONS 20, 21, 28, AND 29.
 CZ2132'
 CZ2132'THE STATION MARK IS A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK
 CZ2132'0.5 FOOT BELOW THE ROAD SURFACE COVERED WITH A 10 INCH DIAMETER
 CZ2132'CAST IRON LID.  NOT STAMPED.
 CZ2132'
 CZ2132'THE POINT IS A DRILLED HOLE OFF-CENTER IN THE DISK.  IT IS
 CZ2132'5/8 INCH NORTH OF THE CENTER OF THE DISK AND 1/2 INCH SOUTH
 CZ2132'OF THE LETTER N IN THE NAME ARIZONA.  THE MARK IS LOCATED IN
 CZ2132'THE INTERSECTING CENTERLINES OF NORTH-SOUTH ROAD AND EAST-WEST
 CZ2132'ROAD.
 CZ2132'
 CZ2132'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2132'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 1.0 MILE TO
 CZ2132'CROSSROAD AND THE STATION SITE.
 CZ2132
 CZ2132                          STATION RECOVERY (2007)
 CZ2132
 CZ2132'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2132'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2132'MARK. THE DESCRIBED LOCATION IS NOW COMMERCIALLY DEVELOPED PROPERTY.
 CZ2132'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1012 ***********************************************************************
 CZ1012  DESIGNATION -  AE 45
 CZ1012  PID         -  CZ1012
 CZ1012  STATE/COUNTY-  AZ/PINAL
 CZ1012  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1012
 CZ1012                         *CURRENT SURVEY CONTROL
 CZ1012  ___________________________________________________________________
 CZ1012* NAD 83(1992)-  32 51 52.43255(N)    111 44 23.71870(W)     ADJUSTED  
 CZ1012* NAVD 88     -       431.58   (+/-2cm)    1415.9    (feet)  VERTCON   
 CZ1012  ___________________________________________________________________
 CZ1012  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CZ1012  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1012  HORZ ORDER  -  FIRST
 CZ1012  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1012
 CZ1012.The horizontal coordinates were established by classical geodetic methods
 CZ1012.and adjusted by the National Geodetic Survey in August 1993.
 CZ1012
 CZ1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1012.The vertical order pertains to the NGVD 29 superseded value.
 CZ1012
 CZ1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1012
 CZ1012.The geoid height was determined by GEOID03.
 CZ1012
 CZ1012;                    North         East     Units Scale Factor Converg.
 CZ1012;SPC AZ C     -   206,746.662   229,900.916   MT  0.99990337   +0 05 45.3
 CZ1012;SPC AZ C     -   678,302.70    754,268.10   iFT  0.99990337   +0 05 45.3
 CZ1012;UTM  12      - 3,636,515.300   430,773.375   MT  0.99965909   -0 24 05.5
 CZ1012
 CZ1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1012!SPC AZ C     -   0.99993698  x   0.99990337  =   0.99984035
 CZ1012!UTM  12      -   0.99993698  x   0.99965909  =   0.99959609
 CZ1012
 CZ1012|---------------------------------------------------------------------|
 CZ1012| PID    Reference Object                     Distance      Geod. Az  |
 CZ1012|                                                           dddmmss.s |
 CZ1012| CH4806 AE 45 RM E                            8.836 METERS 08928     |
 CZ1012| CH4807 AE 45 RM S                            8.829 METERS 17907     |
 CZ1012| CZ2295 AD 45                               APPROX. 1.6 KM 2703216.0 |
 CZ1012|---------------------------------------------------------------------|
 CZ1012
 CZ1012                          SUPERSEDED SURVEY CONTROL
 CZ1012
 CZ1012  NAD 83(1986)-  32 51 52.42677(N)    111 44 23.71987(W) AD(       ) 1
 CZ1012  NAD 27      -  32 51 52.22707(N)    111 44 21.25324(W) AD(       ) 1
 CZ1012  NGVD 29 (??/??/92)  431.011  (m)         1414.08   (f) ADJ UNCH    1 2
 CZ1012
 CZ1012.Superseded values are not recommended for survey control.
 CZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1012.See file dsdata.txt to determine how the superseded data were derived.
 CZ1012
 CZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3077336515(NAD 83)
 CZ1012_MARKER: DD = SURVEY DISK
 CZ1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1012_STAMPING: AE 45 1967
 CZ1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1012+STABILITY: SURFACE MOTION
 CZ1012
 CZ1012  HISTORY     - Date     Condition        Report By
 CZ1012  HISTORY     - 1967     MONUMENTED       DMA
 CZ1012  HISTORY     - 1967     GOOD             NGS
 CZ1012  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1012  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1012  HISTORY     - 20071003 MARK NOT FOUND   GEOCAC
 CZ1012
 CZ1012                          STATION DESCRIPTION
 CZ1012
 CZ1012'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1012'T-6-S.  R-6-E.  IN SECTION 33 NEAR THE NORTHWEST CORNER.
 CZ1012'
 CZ1012'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1012'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1012'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1012'IS STAMPED--AE 45 1967 ARMY MAP SERVICE.
 CZ1012'
 CZ1012'THE STATION MARK IS LOCATED 110 FEET SOUTH OF THE EAST-WEST
 CZ1012'POWER LINE.  92 FEET SOUTH OF THE EAST-WEST DITCH.  72 FEET
 CZ1012'SOUTH OF THE EAST-WEST FENCE.  62 FEET SOUTH OF THE EAST-WEST
 CZ1012'FIELD ROAD.  52 FEET EAST OF THE NORTH-SOUTH FENCE.  60 FEET EAST
 CZ1012'OF THE NORTH-SOUTH POWER LINE.  85 FEET EAST OF THE NORTH-SOUTH
 CZ1012'ROAD.
 CZ1012'
 CZ1012'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ1012'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES
 CZ1012'TO CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ1012'ROAD FOR 0.1 MILE TO A T ROAD WEST AND THE STATION SITE.
 CZ1012
 CZ1012                          STATION RECOVERY (1967)
 CZ1012
 CZ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1012'1.25 MI SE FROM CASA GRANDE.
 CZ1012'ABOUT 1.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1012'THE STATION AT CASA GRANDE, THENCE 0.1 MILE SOUTH ALONG TRECKELL ROAD,
 CZ1012'IN S 33, T 6 S, R 6 E, IN THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 CZ1012'86 FEET EAST OF THE CENTER LINE OF THE ROAD, 138 FEET SOUTH OF THE
 CZ1012'EXTENDED CENTER LINE OF A PAVED ROAD, 72 FEET SOUTH OF A FENCE, 52
 CZ1012'FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CZ1012'A CONCRETE POST PROJECTING 2 INCHES.
 CZ1012
 CZ1012                          STATION RECOVERY (1980)
 CZ1012
 CZ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1012'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 CZ1012
 CZ1012                          STATION RECOVERY (1980)
 CZ1012
 CZ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1012'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 CZ1012
 CZ1012                          STATION RECOVERY (2007)
 CZ1012
 CZ1012'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1012'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1012'MARK.
 CZ1012'THE DESCRIBED LOCATION IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2105 ***********************************************************************
 CZ2105  DESIGNATION -  AE 46
 CZ2105  PID         -  CZ2105
 CZ2105  STATE/COUNTY-  AZ/PINAL
 CZ2105  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2105
 CZ2105                         *CURRENT SURVEY CONTROL
 CZ2105  ___________________________________________________________________
 CZ2105* NAD 83(1992)-  32 51 02.98176(N)    111 44 23.78327(W)     ADJUSTED  
 CZ2105* NAVD 88     -       432.61   (+/-2cm)    1419.3    (feet)  VERTCON   
 CZ2105  ___________________________________________________________________
 CZ2105  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 CZ2105  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2105  HORZ ORDER  -  FIRST
 CZ2105  VERT ORDER  -  THIRD ? (See Below)
 CZ2105
 CZ2105.The horizontal coordinates were established by classical geodetic methods
 CZ2105.and adjusted by the National Geodetic Survey in August 1993.
 CZ2105
 CZ2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2105.The vertical order pertains to the NGVD 29 superseded value.
 CZ2105
 CZ2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2105
 CZ2105.The geoid height was determined by GEOID03.
 CZ2105
 CZ2105;                    North         East     Units Scale Factor Converg.
 CZ2105;SPC AZ C     -   205,223.423   229,901.787   MT  0.99990337   +0 05 45.1
 CZ2105;SPC AZ C     -   673,305.19    754,270.95   iFT  0.99990337   +0 05 45.1
 CZ2105;UTM  12      - 3,634,992.483   430,761.026   MT  0.99965911   -0 24 05.0
 CZ2105
 CZ2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2105!SPC AZ C     -   0.99993682  x   0.99990337  =   0.99984019
 CZ2105!UTM  12      -   0.99993682  x   0.99965911  =   0.99959595
 CZ2105
 CZ2105|---------------------------------------------------------------------|
 CZ2105| PID    Reference Object                     Distance      Geod. Az  |
 CZ2105|                                                           dddmmss.s |
 CZ2105| CH4808 AE 46 RM E                            8.833 METERS 08903     |
 CZ2105| CH4809 AE 46 RM S                            8.839 METERS 17906     |
 CZ2105| CZ2294 AD 46                               APPROX. 1.6 KM 2690847.1 |
 CZ2105|---------------------------------------------------------------------|
 CZ2105
 CZ2105                          SUPERSEDED SURVEY CONTROL
 CZ2105
 CZ2105  NAD 83(1986)-  32 51 02.97596(N)    111 44 23.78432(W) AD(       ) 1
 CZ2105  NAD 27      -  32 51 02.77464(N)    111 44 21.31903(W) AD(       ) 1
 CZ2105  NGVD 29 (07/19/86)  432.04   (m)         1417.5    (f) LEVELING    3  
 CZ2105
 CZ2105.Superseded values are not recommended for survey control.
 CZ2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2105.See file dsdata.txt to determine how the superseded data were derived.
 CZ2105
 CZ2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3076134992(NAD 83)
 CZ2105_MARKER: DD = SURVEY DISK
 CZ2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2105
 CZ2105  HISTORY     - Date     Condition        Report By
 CZ2105  HISTORY     - 1967     MONUMENTED       DMA
 CZ2105  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2105
 CZ2105                          STATION DESCRIPTION
 CZ2105
 CZ2105'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2105'T-6-S.  R-6-E.  IN SECTION 33 NEAR THE SOUTHWEST CORNER.
 CZ2105'
 CZ2105'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2105'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2105'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2105'IS STAMPED--AE 46 1967 ARMY MAP SERVICE.
 CZ2105'
 CZ2105'THE STATION MARK IS LOCATED 51 FEET EAST OF THE NORTH-SOUTH
 CZ2105'POWER LINE.  80 FEET EAST OF THE CENTERLINE OF THE
 CZ2105'NORTH-SOUTH ROAD.  74 FEET NORTH OF THE CENTERLINE OF THE
 CZ2105'EAST-WEST FIELD ROAD.  124 FEET NORTH OF THE CENTERLINE OF
 CZ2105'THE EAST-WEST DITCH.  168 FEET NORTH OF THE CENTERLINE OF THE
 CZ2105'EAST-WEST ROAD.
 CZ2105'
 CZ2105'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2105'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES TO
 CZ2105'CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ2105'ROAD FOR 1.1 MILES TO CROSSROAD AND THE STATION SITE.
 CZ2105
 CZ2105                          STATION RECOVERY (2008)
 CZ2105
 CZ2105'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2105'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2105'MARK. THE ADJUSTED CO-ORDINATES POINT TO A PLOWED FIELD. ASSUMED
 CZ2105'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2107 ***********************************************************************
 CZ2107  DESIGNATION -  AE 47
 CZ2107  PID         -  CZ2107
 CZ2107  STATE/COUNTY-  AZ/PINAL
 CZ2107  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2107
 CZ2107                         *CURRENT SURVEY CONTROL
 CZ2107  ___________________________________________________________________
 CZ2107* NAD 83(1992)-  32 50 06.20727(N)    111 44 25.30291(W)     ADJUSTED  
 CZ2107* NAVD 88     -       434.35   (+/-2cm)    1425.0    (feet)  VERTCON   
 CZ2107  ___________________________________________________________________
 CZ2107  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CZ2107  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2107  HORZ ORDER  -  FIRST
 CZ2107  VERT ORDER  -  THIRD ? (See Below)
 CZ2107
 CZ2107.The horizontal coordinates were established by classical geodetic methods
 CZ2107.and adjusted by the National Geodetic Survey in August 1993.
 CZ2107
 CZ2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2107.The vertical order pertains to the NGVD 29 superseded value.
 CZ2107
 CZ2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2107
 CZ2107.The geoid height was determined by GEOID03.
 CZ2107
 CZ2107;                    North         East     Units Scale Factor Converg.
 CZ2107;SPC AZ C     -   203,474.533   229,865.194   MT  0.99990336   +0 05 44.1
 CZ2107;SPC AZ C     -   667,567.37    754,150.90   iFT  0.99990336   +0 05 44.1
 CZ2107;UTM  12      - 3,633,244.402   430,709.273   MT  0.99965920   -0 24 05.2
 CZ2107
 CZ2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2107!SPC AZ C     -   0.99993654  x   0.99990336  =   0.99983991
 CZ2107!UTM  12      -   0.99993654  x   0.99965920  =   0.99959577
 CZ2107
 CZ2107|---------------------------------------------------------------------|
 CZ2107| PID    Reference Object                     Distance      Geod. Az  |
 CZ2107|                                                           dddmmss.s |
 CZ2107| CH4810 AE 47 RM E                            8.833 METERS 08905     |
 CZ2107| CZ2047 CASA GRANDE 2                       APPROX. 3.1 KM 1232745.3 |
 CZ2107| CH4811 AE 47 RM S                            8.830 METERS 17901     |
 CZ2107|---------------------------------------------------------------------|
 CZ2107
 CZ2107                          SUPERSEDED SURVEY CONTROL
 CZ2107
 CZ2107  NAD 83(1986)-  32 50 06.20146(N)    111 44 25.30383(W) AD(       ) 1
 CZ2107  NAD 27      -  32 50 05.99848(N)    111 44 22.84004(W) AD(       ) 1
 CZ2107  NGVD 29 (07/19/86)  433.77   (m)         1423.1    (f) LEVELING    3  
 CZ2107
 CZ2107.Superseded values are not recommended for survey control.
 CZ2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2107.See file dsdata.txt to determine how the superseded data were derived.
 CZ2107
 CZ2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3070933244(NAD 83)
 CZ2107_MARKER: DD = SURVEY DISK
 CZ2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2107
 CZ2107  HISTORY     - Date     Condition        Report By
 CZ2107  HISTORY     - 1967     MONUMENTED       DMA
 CZ2107  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2107
 CZ2107                          STATION DESCRIPTION
 CZ2107
 CZ2107'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2107'T-7-S.  R-6-E.  IN SECTION 8 NEAR THE NORTHEAST CORNER.
 CZ2107'
 CZ2107'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2107'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2107'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2107'IS STAMPED--AE 47 1967 ARMY MAP SERVICE.
 CZ2107'
 CZ2107'THE STATION MARK IS LOCATED 206 FEET SOUTH OF THE CENTERLINE
 CZ2107'OF EAST-WEST CANAL ROAD.  229 FEET SOUTH OF THE CENTERLINE OF
 CZ2107'THE EAST-WEST CANAL.  73 FEET WEST OF THE CENTERLINE OF
 CZ2107'NORTH-SOUTH ROAD.  102 FEET WEST OF THE NORTH-SOUTH POWERLINE.
 CZ2107'
 CZ2107'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2107'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES TO
 CZ2107'CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ2107'ROAD FOR 2.1 MILES TO THE CASA GRANDE CANAL AND THE STATION SITE.
 CZ2107
 CZ2107                          STATION RECOVERY (2007)
 CZ2107
 CZ2107'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2102 ***********************************************************************
 CZ2102  DESIGNATION -  AE 48
 CZ2102  PID         -  CZ2102
 CZ2102  STATE/COUNTY-  AZ/PINAL
 CZ2102  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2102
 CZ2102                         *CURRENT SURVEY CONTROL
 CZ2102  ___________________________________________________________________
 CZ2102* NAD 83(1992)-  32 49 15.17969(N)    111 44 19.56546(W)     ADJUSTED  
 CZ2102* NAVD 88     -       438.10   (+/-2cm)    1437.3    (feet)  VERTCON   
 CZ2102  ___________________________________________________________________
 CZ2102  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CZ2102  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2102  HORZ ORDER  -  FIRST
 CZ2102  VERT ORDER  -  THIRD ? (See Below)
 CZ2102
 CZ2102.The horizontal coordinates were established by classical geodetic methods
 CZ2102.and adjusted by the National Geodetic Survey in August 1993.
 CZ2102
 CZ2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2102.The vertical order pertains to the NGVD 29 superseded value.
 CZ2102
 CZ2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2102
 CZ2102.The geoid height was determined by GEOID03.
 CZ2102
 CZ2102;                    North         East     Units Scale Factor Converg.
 CZ2102;SPC AZ C     -   201,902.984   230,017.042   MT  0.99990342   +0 05 47.1
 CZ2102;SPC AZ C     -   662,411.36    754,649.09   iFT  0.99990342   +0 05 47.1
 CZ2102;UTM  12      - 3,631,671.980   430,847.450   MT  0.99965896   -0 24 01.6
 CZ2102
 CZ2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2102!SPC AZ C     -   0.99993596  x   0.99990342  =   0.99983938
 CZ2102!UTM  12      -   0.99993596  x   0.99965896  =   0.99959494
 CZ2102
 CZ2102|---------------------------------------------------------------------|
 CZ2102| PID    Reference Object                     Distance      Geod. Az  |
 CZ2102|                                                           dddmmss.s |
 CZ2102| CH4812 AE 48 RM E                            8.840 METERS 08909     |
 CZ2102| CZ2047 CASA GRANDE 2                       APPROX. 2.4 KM 0923746.9 |
 CZ2102| CH4813 AE 48 RM S                            8.828 METERS 17912     |
 CZ2102|---------------------------------------------------------------------|
 CZ2102
 CZ2102                          SUPERSEDED SURVEY CONTROL
 CZ2102
 CZ2102  NAD 83(1986)-  32 49 15.17388(N)    111 44 19.56626(W) AD(       ) 1
 CZ2102  NAD 27      -  32 49 14.96936(N)    111 44 17.10396(W) AD(       ) 1
 CZ2102  NGVD 29 (07/19/86)  437.51   (m)         1435.4    (f) LEVELING    3  
 CZ2102
 CZ2102.Superseded values are not recommended for survey control.
 CZ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2102.See file dsdata.txt to determine how the superseded data were derived.
 CZ2102
 CZ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3084731672(NAD 83)
 CZ2102_MARKER: DD = SURVEY DISK
 CZ2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2102+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2102
 CZ2102  HISTORY     - Date     Condition        Report By
 CZ2102  HISTORY     - 1966     MONUMENTED       DMA
 CZ2102  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2102
 CZ2102                          STATION DESCRIPTION
 CZ2102
 CZ2102'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2102'T-7-S.  R-6-E.  IN SECTION 16 NEAR THE NORTHWEST CORNER.
 CZ2102'
 CZ2102'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2102'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2102'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2102'IS STAMPED--AE 48 1966 ARMY MAP SERVICE.
 CZ2102'
 CZ2102'THE STATION MARK IS LOCATED 210 FEET NORTHEAST OF THE
 CZ2102'NORTHWEST-SOUTHEAST ROAD.  107 FEET SOUTH OF THE CENTERLINE
 CZ2102'OF EAST-WEST ROAD.  417 FEET EAST-SOUTHEAST OF THE INTERSECTING
 CZ2102'CENTERLINES OF CROSSROAD.
 CZ2102'
 CZ2102'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2102'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES
 CZ2102'TO CROSSROAD (TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL
 CZ2102'ROAD FOR 3.1 MILES TO A 5 WAY INTERSECTION AND THE STATION SITE.
 CZ2102
 CZ2102                          STATION RECOVERY (2007)
 CZ2102
 CZ2102'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2103 ***********************************************************************
 CZ2103  DESIGNATION -  AE 49
 CZ2103  PID         -  CZ2103
 CZ2103  STATE/COUNTY-  AZ/PINAL
 CZ2103  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2103
 CZ2103                         *CURRENT SURVEY CONTROL
 CZ2103  ___________________________________________________________________
 CZ2103* NAD 83(1992)-  32 48 24.77174(N)    111 44 22.43789(W)     ADJUSTED  
 CZ2103* NAVD 88     -       439.73   (+/-2cm)    1442.7    (feet)  VERTCON   
 CZ2103  ___________________________________________________________________
 CZ2103  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 CZ2103  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2103  HORZ ORDER  -  FIRST
 CZ2103  VERT ORDER  -  THIRD ? (See Below)
 CZ2103
 CZ2103.The horizontal coordinates were established by classical geodetic methods
 CZ2103.and adjusted by the National Geodetic Survey in August 1993.
 CZ2103
 CZ2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2103.The vertical order pertains to the NGVD 29 superseded value.
 CZ2103
 CZ2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2103
 CZ2103.The geoid height was determined by GEOID03.
 CZ2103
 CZ2103;                    North         East     Units Scale Factor Converg.
 CZ2103;SPC AZ C     -   200,350.150   229,944.933   MT  0.99990339   +0 05 45.4
 CZ2103;SPC AZ C     -   657,316.77    754,412.51   iFT  0.99990339   +0 05 45.4
 CZ2103;UTM  12      - 3,630,120.209   430,761.902   MT  0.99965911   -0 24 02.6
 CZ2103
 CZ2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2103!SPC AZ C     -   0.99993570  x   0.99990339  =   0.99983910
 CZ2103!UTM  12      -   0.99993570  x   0.99965911  =   0.99959483
 CZ2103
 CZ2103:                Primary Azimuth Mark                     Grid Az
 CZ2103:SPC AZ C     -  CASA GRANDE 2                            059 36 53.4
 CZ2103:UTM  12      -  CASA GRANDE 2                            060 06 41.4
 CZ2103
 CZ2103|---------------------------------------------------------------------|
 CZ2103| PID    Reference Object                     Distance      Geod. Az  |
 CZ2103|                                                           dddmmss.s |
 CZ2103| CZ2047 CASA GRANDE 2                       APPROX. 2.9 KM 0594238.8 |
 CZ2103| CH4814 AE 49 RM E                            8.836 METERS 08855     |
 CZ2103| CH4815 AE 49 RM S                            8.842 METERS 17903     |
 CZ2103|---------------------------------------------------------------------|
 CZ2103
 CZ2103                          SUPERSEDED SURVEY CONTROL
 CZ2103
 CZ2103  NAD 83(1986)-  32 48 24.76594(N)    111 44 22.43857(W) AD(       ) 1
 CZ2103  NAD 27      -  32 48 24.56040(N)    111 44 19.97741(W) AD(       ) 1
 CZ2103  NGVD 29 (07/19/86)  439.13   (m)         1440.7    (f) LEVELING    3  
 CZ2103
 CZ2103.Superseded values are not recommended for survey control.
 CZ2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2103.See file dsdata.txt to determine how the superseded data were derived.
 CZ2103
 CZ2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3076230120(NAD 83)
 CZ2103_MARKER: DD = SURVEY DISK
 CZ2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2103+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2103
 CZ2103  HISTORY     - Date     Condition        Report By
 CZ2103  HISTORY     - 1966     MONUMENTED       DMA
 CZ2103  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2103
 CZ2103                          STATION DESCRIPTION
 CZ2103
 CZ2103'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2103'T-7-S.  R-6-E.  IN SECTION 16 NEAR THE SOUTHWEST CORNER.
 CZ2103'
 CZ2103'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2103'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2103'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2103'IS STAMPED--AE 49 1966 ARMY MAP SERVICE.
 CZ2103'
 CZ2103'THE STATION MARK IS LOCATED 178 FEET NORTH OF THE EAST-WEST
 CZ2103'FENCE.  164 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 CZ2103'
 CZ2103'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2103'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.4 MILES TO CROSSROAD
 CZ2103'(TREKELL ROAD).  TURN RIGHT AND GO SOUTH ON TREKELL ROAD FOR 3.1
 CZ2103'MILES TO A 5 WAY INTERSECTION.  TAKE THE ROAD DUE SOUTH FOR 1.0
 CZ2103'MILE TO THE SECTION LINE AND THE STATION SITE.
 CZ2103
 CZ2103                          STATION RECOVERY (2007)
 CZ2103
 CZ2103'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2104 ***********************************************************************
 CZ2104  DESIGNATION -  AE 50
 CZ2104  PID         -  CZ2104
 CZ2104  STATE/COUNTY-  AZ/PINAL
 CZ2104  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2104
 CZ2104                         *CURRENT SURVEY CONTROL
 CZ2104  ___________________________________________________________________
 CZ2104* NAD 83(1992)-  32 47 34.91681(N)    111 44 22.59368(W)     ADJUSTED  
 CZ2104* NAVD 88     -       442.78   (+/-2cm)    1452.7    (feet)  VERTCON   
 CZ2104  ___________________________________________________________________
 CZ2104  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CZ2104  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2104  HORZ ORDER  -  FIRST
 CZ2104  VERT ORDER  -  THIRD ? (See Below)
 CZ2104
 CZ2104.The horizontal coordinates were established by classical geodetic methods
 CZ2104.and adjusted by the National Geodetic Survey in August 1993.
 CZ2104
 CZ2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2104.The vertical order pertains to the NGVD 29 superseded value.
 CZ2104
 CZ2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2104
 CZ2104.The geoid height was determined by GEOID03.
 CZ2104
 CZ2104;                    North         East     Units Scale Factor Converg.
 CZ2104;SPC AZ C     -   198,814.472   229,943.452   MT  0.99990339   +0 05 45.2
 CZ2104;SPC AZ C     -   652,278.45    754,407.65   iFT  0.99990339   +0 05 45.2
 CZ2104;UTM  12      - 3,628,584.977   430,747.114   MT  0.99965914   -0 24 02.1
 CZ2104
 CZ2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2104!SPC AZ C     -   0.99993522  x   0.99990339  =   0.99983862
 CZ2104!UTM  12      -   0.99993522  x   0.99965914  =   0.99959439
 CZ2104
 CZ2104:                Primary Azimuth Mark                     Grid Az
 CZ2104:SPC AZ C     -  CASA GRANDE 2                            039 37 09.1
 CZ2104:UTM  12      -  CASA GRANDE 2                            040 06 56.4
 CZ2104
 CZ2104|---------------------------------------------------------------------|
 CZ2104| PID    Reference Object                     Distance      Geod. Az  |
 CZ2104|                                                           dddmmss.s |
 CZ2104| CZ2047 CASA GRANDE 2                       APPROX. 3.9 KM 0394254.3 |
 CZ2104| CH4816 AE 50 RM E                            8.837 METERS 08909     |
 CZ2104| CH4817 AE 50 RM S                            8.831 METERS 17904     |
 CZ2104|---------------------------------------------------------------------|
 CZ2104
 CZ2104                          SUPERSEDED SURVEY CONTROL
 CZ2104
 CZ2104  NAD 83(1986)-  32 47 34.91101(N)    111 44 22.59424(W) AD(       ) 1
 CZ2104  NAD 27      -  32 47 34.70411(N)    111 44 20.13426(W) AD(       ) 1
 CZ2104  NGVD 29 (07/19/86)  442.18   (m)         1450.7    (f) LEVELING    3  
 CZ2104
 CZ2104.Superseded values are not recommended for survey control.
 CZ2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2104.See file dsdata.txt to determine how the superseded data were derived.
 CZ2104
 CZ2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3074728585(NAD 83)
 CZ2104_MARKER: DD = SURVEY DISK
 CZ2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2104
 CZ2104  HISTORY     - Date     Condition        Report By
 CZ2104  HISTORY     - 1966     MONUMENTED       DMA
 CZ2104  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2104
 CZ2104                          STATION DESCRIPTION
 CZ2104
 CZ2104'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2104'T-7-S.  R-6-E.  IN SECTION 21 NEAR THE SOUTHWEST CORNER.
 CZ2104'
 CZ2104'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2104'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2104'PROJECTING 0.05 FOOT ABOVE THE SURFACE OF THE GROUND.  THE STATION
 CZ2104'MARK IS STAMPED--AE 50 1966 ARMY MAP SERVICE.
 CZ2104'
 CZ2104'THE STATION MARK IS LOCATED 126 FEET EAST OF THE NORTH-SOUTH
 CZ2104'FENCE.  337 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2104'ROAD.  133 FEET EAST OF THE PROLONGATION OF THE POWER LINE SOUTH.
 CZ2104'
 CZ2104'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2104'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2104'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2104'AND SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 5.9 TO
 CZ2104'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE AND THE STATION
 CZ2104'SITE.
 CZ2104
 CZ2104                          STATION RECOVERY (2007)
 CZ2104
 CZ2104'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2109 ***********************************************************************
 CZ2109  DESIGNATION -  AE 51
 CZ2109  PID         -  CZ2109
 CZ2109  STATE/COUNTY-  AZ/PINAL
 CZ2109  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2109
 CZ2109                         *CURRENT SURVEY CONTROL
 CZ2109  ___________________________________________________________________
 CZ2109* NAD 83(1992)-  32 46 38.54664(N)    111 44 27.29433(W)     ADJUSTED  
 CZ2109* NAVD 88     -       444.25   (+/-2cm)    1457.5    (feet)  VERTCON   
 CZ2109  ___________________________________________________________________
 CZ2109  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CZ2109  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2109  HORZ ORDER  -  FIRST
 CZ2109  VERT ORDER  -  THIRD ? (See Below)
 CZ2109
 CZ2109.The horizontal coordinates were established by classical geodetic methods
 CZ2109.and adjusted by the National Geodetic Survey in August 1993.
 CZ2109
 CZ2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2109.The vertical order pertains to the NGVD 29 superseded value.
 CZ2109
 CZ2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2109
 CZ2109.The geoid height was determined by GEOID03.
 CZ2109
 CZ2109;                    North         East     Units Scale Factor Converg.
 CZ2109;SPC AZ C     -   197,077.914   229,824.038   MT  0.99990334   +0 05 42.5
 CZ2109;SPC AZ C     -   646,581.08    754,015.87   iFT  0.99990334   +0 05 42.5
 CZ2109;UTM  12      - 3,626,849.942   430,612.694   MT  0.99965937   -0 24 04.1
 CZ2109
 CZ2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2109!SPC AZ C     -   0.99993500  x   0.99990334  =   0.99983834
 CZ2109!UTM  12      -   0.99993500  x   0.99965937  =   0.99959439
 CZ2109
 CZ2109|---------------------------------------------------------------------|
 CZ2109| PID    Reference Object                     Distance      Geod. Az  |
 CZ2109|                                                           dddmmss.s |
 CZ2109| CH4818 AE 51 RM E                            8.831 METERS 08855     |
 CZ2109| CH4819 AE 51 RM S                            8.830 METERS 17853     |
 CZ2109| CZ2286 CHUI                                APPROX. 4.7 KM 2454913.2 |
 CZ2109|---------------------------------------------------------------------|
 CZ2109
 CZ2109                          SUPERSEDED SURVEY CONTROL
 CZ2109
 CZ2109  NAD 83(1986)-  32 46 38.54082(N)    111 44 27.29475(W) AD(       ) 1
 CZ2109  NAD 27      -  32 46 38.33254(N)    111 44 24.83601(W) AD(       ) 1
 CZ2109  NGVD 29 (07/19/86)  443.65   (m)         1455.5    (f) LEVELING    3  
 CZ2109
 CZ2109.Superseded values are not recommended for survey control.
 CZ2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2109.See file dsdata.txt to determine how the superseded data were derived.
 CZ2109
 CZ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3061326850(NAD 83)
 CZ2109_MARKER: DD = SURVEY DISK
 CZ2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2109
 CZ2109  HISTORY     - Date     Condition        Report By
 CZ2109  HISTORY     - 1966     MONUMENTED       DMA
 CZ2109  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2109
 CZ2109                          STATION DESCRIPTION
 CZ2109
 CZ2109'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2109'T-7-S.  R-6-E.  IN SECTION 32 NEAR THE NORTHEAST CORNER.
 CZ2109'
 CZ2109'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2109'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2109'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2109'IS STAMPED--AE 51 1966 ARMY MAP SERVICE.
 CZ2109'
 CZ2109'THE STATION MARK IS LOCATED 101 FEET SOUTH OF EAST-WEST
 CZ2109'POWERLINE.  126 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2109'ROAD.  144 FEET SOUTH OF THE CENTERLINE OF THE SOUTH EAST-WEST
 CZ2109'IRRIGATION DITCH.  272 FEET WEST OF THE EXTENDED CENTERLINE
 CZ2109'OF THE ROAD NORTH.  67 FEET WEST OF THE TOP OF A LEVEE.
 CZ2109'
 CZ2109'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2109'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2109'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2109'FLORENCE STREET BECOMING CHUICHU ROAD) FOR 6.9 MILES TO A
 CZ2109'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO A ROAD NORTH
 CZ2109'AND THE STATION SITE.
 CZ2109
 CZ2109                          STATION RECOVERY (2008)
 CZ2109
 CZ2109'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2109'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2109'MARK. THE ADJUSTED CO-ORDINATES POINT TO THE CENTER OF THE CAP CANAL.
 CZ2109'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2101 ***********************************************************************
 CZ2101  DESIGNATION -  AE 52
 CZ2101  PID         -  CZ2101
 CZ2101  STATE/COUNTY-  AZ/PINAL
 CZ2101  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2101
 CZ2101                         *CURRENT SURVEY CONTROL
 CZ2101  ___________________________________________________________________
 CZ2101* NAD 83(1992)-  32 45 45.51186(N)    111 44 18.58254(W)     ADJUSTED  
 CZ2101* NAVD 88     -       446.78   (+/-2cm)    1465.8    (feet)  VERTCON   
 CZ2101  ___________________________________________________________________
 CZ2101  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CZ2101  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2101  HORZ ORDER  -  FIRST
 CZ2101  VERT ORDER  -  THIRD ? (See Below)
 CZ2101
 CZ2101.The horizontal coordinates were established by classical geodetic methods
 CZ2101.and adjusted by the National Geodetic Survey in August 1993.
 CZ2101
 CZ2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2101.The vertical order pertains to the NGVD 29 superseded value.
 CZ2101
 CZ2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2101
 CZ2101.The geoid height was determined by GEOID03.
 CZ2101
 CZ2101;                    North         East     Units Scale Factor Converg.
 CZ2101;SPC AZ C     -   195,444.682   230,053.483   MT  0.99990344   +0 05 47.1
 CZ2101;SPC AZ C     -   641,222.71    754,768.65   iFT  0.99990344   +0 05 47.1
 CZ2101;UTM  12      - 3,625,215.183   430,827.934   MT  0.99965900   -0 23 58.8
 CZ2101
 CZ2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2101!SPC AZ C     -   0.99993460  x   0.99990344  =   0.99983805
 CZ2101!UTM  12      -   0.99993460  x   0.99965900  =   0.99959362
 CZ2101
 CZ2101:                Primary Azimuth Mark                     Grid Az
 CZ2101:SPC AZ C     -  CASA GRANDE 2                            020 22 23.4
 CZ2101:UTM  12      -  CASA GRANDE 2                            020 52 09.3
 CZ2101
 CZ2101|---------------------------------------------------------------------|
 CZ2101| PID    Reference Object                     Distance      Geod. Az  |
 CZ2101|                                                           dddmmss.s |
 CZ2101| CZ2047 CASA GRANDE 2                       APPROX. 6.8 KM 0202810.5 |
 CZ2101| CH4820 AE 52 RM E                            8.834 METERS 08918     |
 CZ2101| CH4821 AE 52 RM S                            8.834 METERS 17919     |
 CZ2101|---------------------------------------------------------------------|
 CZ2101
 CZ2101                          SUPERSEDED SURVEY CONTROL
 CZ2101
 CZ2101  NAD 83(1986)-  32 45 45.50606(N)    111 44 18.58284(W) AD(       ) 1
 CZ2101  NAD 27      -  32 45 45.29612(N)    111 44 16.12575(W) AD(       ) 1
 CZ2101  NGVD 29 (07/19/86)  446.18   (m)         1463.8    (f) LEVELING    3  
 CZ2101
 CZ2101.Superseded values are not recommended for survey control.
 CZ2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2101.See file dsdata.txt to determine how the superseded data were derived.
 CZ2101
 CZ2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3082825215(NAD 83)
 CZ2101_MARKER: DD = SURVEY DISK
 CZ2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2101+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2101
 CZ2101  HISTORY     - Date     Condition        Report By
 CZ2101  HISTORY     - 1966     MONUMENTED       DMA
 CZ2101  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2101
 CZ2101                          STATION DESCRIPTION
 CZ2101
 CZ2101'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2101'T-8-S.  R-6-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2101'
 CZ2101'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2101'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2101'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2101'IS STAMPED--AE 52 1966 ARMY MAP SERVICE.
 CZ2101'
 CZ2101'THE STATION IS LOCATED 143 FEET SOUTH OF THE CENTERLINE OF
 CZ2101'EAST-WEST ROAD.  116 FEET SOUTH OF EAST-WEST POWER LINE AND 640
 CZ2101'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2101'
 CZ2101'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2101'AND THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2101'EAST 1.0 MILE TO THE STATION SITE.
 CZ2101
 CZ2101                          STATION RECOVERY (2007)
 CZ2101
 CZ2101'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2202 ***********************************************************************
 CZ2202  DESIGNATION -  AE 53
 CZ2202  PID         -  CZ2202
 CZ2202  STATE/COUNTY-  AZ/PINAL
 CZ2202  USGS QUAD   -  ELOY NW (1981)
 CZ2202
 CZ2202                         *CURRENT SURVEY CONTROL
 CZ2202  ___________________________________________________________________
 CZ2202* NAD 83(1992)-  32 44 52.87234(N)    111 44 23.12064(W)     ADJUSTED  
 CZ2202* NAVD 88     -       449.66   (+/-2cm)    1475.3    (feet)  VERTCON   
 CZ2202  ___________________________________________________________________
 CZ2202  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CZ2202  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2202  HORZ ORDER  -  FIRST
 CZ2202  VERT ORDER  -  THIRD ? (See Below)
 CZ2202
 CZ2202.The horizontal coordinates were established by classical geodetic methods
 CZ2202.and adjusted by the National Geodetic Survey in August 1993.
 CZ2202
 CZ2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2202.The vertical order pertains to the NGVD 29 superseded value.
 CZ2202
 CZ2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2202
 CZ2202.The geoid height was determined by GEOID03.
 CZ2202
 CZ2202;                    North         East     Units Scale Factor Converg.
 CZ2202;SPC AZ C     -   193,823.051   229,938.084   MT  0.99990339   +0 05 44.5
 CZ2202;SPC AZ C     -   635,902.40    754,390.04   iFT  0.99990339   +0 05 44.5
 CZ2202;UTM  12      - 3,623,595.009   430,698.533   MT  0.99965922   -0 24 00.7
 CZ2202
 CZ2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2202!SPC AZ C     -   0.99993415  x   0.99990339  =   0.99983755
 CZ2202!UTM  12      -   0.99993415  x   0.99965922  =   0.99959339
 CZ2202
 CZ2202:                Primary Azimuth Mark                     Grid Az
 CZ2202:SPC AZ C     -  AD 53                                    271 03 52.1
 CZ2202:UTM  12      -  AD 53                                    271 33 37.3
 CZ2202
 CZ2202|---------------------------------------------------------------------|
 CZ2202| PID    Reference Object                     Distance      Geod. Az  |
 CZ2202|                                                           dddmmss.s |
 CZ2202| CZ2208 AD 53                               APPROX. 1.7 KM 2710936.6 |
 CZ2202|---------------------------------------------------------------------|
 CZ2202
 CZ2202                          SUPERSEDED SURVEY CONTROL
 CZ2202
 CZ2202  NAD 83(1986)-  32 44 52.86653(N)    111 44 23.12080(W) AD(       ) 1
 CZ2202  NAD 27      -  32 44 52.65517(N)    111 44 20.66505(W) AD(       ) 1
 CZ2202  NGVD 29 (07/19/86)  449.07   (m)         1473.3    (f) LEVELING    3  
 CZ2202
 CZ2202.Superseded values are not recommended for survey control.
 CZ2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2202.See file dsdata.txt to determine how the superseded data were derived.
 CZ2202
 CZ2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3069923595(NAD 83)
 CZ2202_MARKER: DD = SURVEY DISK
 CZ2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2202+STABILITY: SURFACE MOTION
 CZ2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2202+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2202
 CZ2202  HISTORY     - Date     Condition        Report By
 CZ2202  HISTORY     - 1966     MONUMENTED       DMA
 CZ2202  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2202  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2202
 CZ2202                          STATION DESCRIPTION
 CZ2202
 CZ2202'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2202'T-8-S.  R-6-E.  IN SECTION 9 NEAR THE NORTHWEST CORNER.
 CZ2202'
 CZ2202'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2202'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2202'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2202'IS STAMPED--AE 53 1966 ARMY MAP SERVICE.
 CZ2202'
 CZ2202'THE STATION MARK IS LOCATED 120 FEET EAST OF THE CENTERLINE OF
 CZ2202'NORTH-SOUTH ROAD.  67 FEET EAST OF NORTH-SOUTH FENCE.  68 FEET
 CZ2202'EAST OF NORTH-SOUTH POWERLINE.  72 FEET SOUTH OF THE EAST-WEST
 CZ2202'FENCE.
 CZ2202'
 CZ2202'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2202'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE
 CZ2202'TO CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2202'AND SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO
 CZ2202'THE PAPAGO INDIAN RESERVATION BOUNDARY AND ROAD EAST.  TURN
 CZ2202'LEFT (EAST) AND GO 1.0 MILE TO T ROAD SOUTH.  TURN RIGHT AND
 CZ2202'GO SOUTH FOR ONE (1.0) MILE TO T ROAD WEST AND THE STATION
 CZ2202'SITE.
 CZ2202
 CZ2202                          STATION RECOVERY (1968)
 CZ2202
 CZ2202'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2202'AMS FIELD PARTY FOUND THE MARK HAS BEEN DESTROYED.
 CZ2202
 CZ2202                          STATION RECOVERY (2007)
 CZ2202
 CZ2202'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2192 ***********************************************************************
 CZ2192  DESIGNATION -  AE 54
 CZ2192  PID         -  CZ2192
 CZ2192  STATE/COUNTY-  AZ/PINAL
 CZ2192  USGS QUAD   -  ELOY NW (1981)
 CZ2192
 CZ2192                         *CURRENT SURVEY CONTROL
 CZ2192  ___________________________________________________________________
 CZ2192* NAD 83(1992)-  32 44 00.67761(N)    111 44 23.72954(W)     ADJUSTED  
 CZ2192* NAVD 88     -       452.02   (+/-2cm)    1483.0    (feet)  VERTCON   
 CZ2192  ___________________________________________________________________
 CZ2192  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CZ2192  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2192  HORZ ORDER  -  FIRST
 CZ2192  VERT ORDER  -  THIRD ? (See Below)
 CZ2192
 CZ2192.The horizontal coordinates were established by classical geodetic methods
 CZ2192.and adjusted by the National Geodetic Survey in August 1993.
 CZ2192
 CZ2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2192.The vertical order pertains to the NGVD 29 superseded value.
 CZ2192
 CZ2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2192
 CZ2192.The geoid height was determined by GEOID03.
 CZ2192
 CZ2192;                    North         East     Units Scale Factor Converg.
 CZ2192;SPC AZ C     -   192,215.297   229,924.916   MT  0.99990338   +0 05 44.1
 CZ2192;SPC AZ C     -   630,627.61    754,346.84   iFT  0.99990338   +0 05 44.1
 CZ2192;UTM  12      - 3,621,987.821   430,671.460   MT  0.99965927   -0 24 00.4
 CZ2192
 CZ2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2192!SPC AZ C     -   0.99993378  x   0.99990338  =   0.99983717
 CZ2192!UTM  12      -   0.99993378  x   0.99965927  =   0.99959308
 CZ2192
 CZ2192|---------------------------------------------------------------------|
 CZ2192| PID    Reference Object                     Distance      Geod. Az  |
 CZ2192|                                                           dddmmss.s |
 CZ2192| CH4824 AE 54 RM E                            8.837 METERS 08849     |
 CZ2192| CH4825 AE 54 RM S                            8.840 METERS 17850     |
 CZ2192| CZ2286 CHUI                                APPROX. 5.2 KM 3041723.0 |
 CZ2192|---------------------------------------------------------------------|
 CZ2192
 CZ2192                          SUPERSEDED SURVEY CONTROL
 CZ2192
 CZ2192  NAD 83(1986)-  32 44 00.67179(N)    111 44 23.72957(W) AD(       ) 1
 CZ2192  NAD 27      -  32 44 00.45882(N)    111 44 21.27525(W) AD(       ) 1
 CZ2192  NGVD 29 (07/19/86)  451.43   (m)         1481.1    (f) LEVELING    3  
 CZ2192
 CZ2192.Superseded values are not recommended for survey control.
 CZ2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2192.See file dsdata.txt to determine how the superseded data were derived.
 CZ2192
 CZ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3067121988(NAD 83)
 CZ2192_MARKER: DD = SURVEY DISK
 CZ2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2192+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2192
 CZ2192  HISTORY     - Date     Condition        Report By
 CZ2192  HISTORY     - 1966     MONUMENTED       DMA
 CZ2192  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2192
 CZ2192                          STATION DESCRIPTION
 CZ2192
 CZ2192'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2192'T-8-S.  R-6-E.  IN SECTION 16 NEAR THE NORTHWEST CORNER.
 CZ2192'
 CZ2192'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2192'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2192'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2192'IS STAMPED--AE 54 1966 ARMY MAP SERVICE.
 CZ2192'
 CZ2192'THE STATION MARK IS LOCATED 51 FEET EAST OF THE NORTH-SOUTH
 CZ2192'FENCE.  54 FEET EAST OF THE NORTH-SOUTH POWER LINE.  91 FEET
 CZ2192'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  82 FEET
 CZ2192'SOUTH OF THE EAST-WEST FENCE.
 CZ2192'
 CZ2192'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2192'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2192'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST
 CZ2192'AND SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO THE
 CZ2192'PAPAGO INDIAN RESERVATION BOUNDARY AND ROAD EAST.  TURN LEFT AND
 CZ2192'GO EAST 1.0 MILE TO T ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR
 CZ2192'2.0 MILES TO T ROAD WEST AND THE STATION SITE.
 CZ2192
 CZ2192                          STATION RECOVERY (2007)
 CZ2192
 CZ2192'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2193 ***********************************************************************
 CZ2193  DESIGNATION -  AE 55
 CZ2193  PID         -  CZ2193
 CZ2193  STATE/COUNTY-  AZ/PINAL
 CZ2193  USGS QUAD   -  ELOY NW (1981)
 CZ2193
 CZ2193                         *CURRENT SURVEY CONTROL
 CZ2193  ___________________________________________________________________
 CZ2193* NAD 83(1992)-  32 43 09.75247(N)    111 44 24.06361(W)     ADJUSTED  
 CZ2193* NAVD 88     -       455.84   (+/-2cm)    1495.5    (feet)  VERTCON   
 CZ2193  ___________________________________________________________________
 CZ2193  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2193  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2193  HORZ ORDER  -  FIRST
 CZ2193  VERT ORDER  -  THIRD ? (See Below)
 CZ2193
 CZ2193.The horizontal coordinates were established by classical geodetic methods
 CZ2193.and adjusted by the National Geodetic Survey in August 1993.
 CZ2193
 CZ2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2193.The vertical order pertains to the NGVD 29 superseded value.
 CZ2193
 CZ2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2193
 CZ2193.The geoid height was determined by GEOID03.
 CZ2193
 CZ2193;                    North         East     Units Scale Factor Converg.
 CZ2193;SPC AZ C     -   190,646.664   229,918.833   MT  0.99990338   +0 05 43.7
 CZ2193;SPC AZ C     -   625,481.18    754,326.88   iFT  0.99990338   +0 05 43.7
 CZ2193;UTM  12      - 3,620,419.683   430,651.815   MT  0.99965930   -0 24 00.1
 CZ2193
 CZ2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2193!SPC AZ C     -   0.99993318  x   0.99990338  =   0.99983657
 CZ2193!UTM  12      -   0.99993318  x   0.99965930  =   0.99959251
 CZ2193
 CZ2193|---------------------------------------------------------------------|
 CZ2193| PID    Reference Object                     Distance      Geod. Az  |
 CZ2193|                                                           dddmmss.s |
 CZ2193| CH4826 AE 55 RM E                            8.829 METERS 08904     |
 CZ2193| CH4827 AE 55 RM S                            8.838 METERS 17906     |
 CZ2193| CZ2286 CHUI                                APPROX. 6.3 KM 3161645.3 |
 CZ2193|---------------------------------------------------------------------|
 CZ2193
 CZ2193                          SUPERSEDED SURVEY CONTROL
 CZ2193
 CZ2193  NAD 83(1986)-  32 43 09.74666(N)    111 44 24.06353(W) AD(       ) 1
 CZ2193  NAD 27      -  32 43 09.53192(N)    111 44 21.61059(W) AD(       ) 1
 CZ2193  NGVD 29 (07/19/86)  455.25   (m)         1493.6    (f) LEVELING    3  
 CZ2193
 CZ2193.Superseded values are not recommended for survey control.
 CZ2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2193.See file dsdata.txt to determine how the superseded data were derived.
 CZ2193
 CZ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3065220420(NAD 83)
 CZ2193_MARKER: DD = SURVEY DISK
 CZ2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2193+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2193
 CZ2193  HISTORY     - Date     Condition        Report By
 CZ2193  HISTORY     - 1966     MONUMENTED       DMA
 CZ2193  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2193
 CZ2193                          STATION DESCRIPTION
 CZ2193
 CZ2193'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2193'T-8-S.  R-6-E.  IN SECTION 16 NEAR THE SOUTHWEST CORNER.
 CZ2193'
 CZ2193'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2193'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES
 CZ2193'IN DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2193'GROUND.  THE MARK IS STAMPED--AE 55 1966 ARMY MAP SERVICE.
 CZ2193'
 CZ2193'THE STATION MARK IS LOCATED 62 FEET EAST OF THE NORTH-SOUTH
 CZ2193'FENCE.  64 FEET EAST OF NORTH-SOUTH POWERLINE.  98 FEET EAST
 CZ2193'OF THE CENTERLINE OF NORTH-SOUTH ROAD.  150 FEET NORTH-NORTHEAST
 CZ2193'OF A THREE WAY FENCE CORNER.
 CZ2193'
 CZ2193'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2193'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2193'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND
 CZ2193'SOUTH ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO THE
 CZ2193'PAPAGO INDIAN RESERVATION BOUNDARY AND ROAD EAST.  TURN LEFT
 CZ2193'AND GO EAST FOR 1.0 MILE TO T ROAD SOUTH.  TURN RIGHT AND GO
 CZ2193'SOUTH FOR 3.0 MILES TO ROAD WEST AND THE STATION SITE.
 CZ2193
 CZ2193                          STATION RECOVERY (2008)
 CZ2193
 CZ2193'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2194 ***********************************************************************
 CZ2194  DESIGNATION -  AE 56
 CZ2194  PID         -  CZ2194
 CZ2194  STATE/COUNTY-  AZ/PINAL
 CZ2194  USGS QUAD   -  ELOY NW (1981)
 CZ2194
 CZ2194                         *CURRENT SURVEY CONTROL
 CZ2194  ___________________________________________________________________
 CZ2194* NAD 83(1992)-  32 42 16.31778(N)    111 44 24.42888(W)     ADJUSTED  
 CZ2194* NAVD 88     -       457.49   (+/-2cm)    1500.9    (feet)  VERTCON   
 CZ2194  ___________________________________________________________________
 CZ2194  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2194  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2194  HORZ ORDER  -  FIRST
 CZ2194  VERT ORDER  -  THIRD ? (See Below)
 CZ2194
 CZ2194.The horizontal coordinates were established by classical geodetic methods
 CZ2194.and adjusted by the National Geodetic Survey in August 1993.
 CZ2194
 CZ2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2194.The vertical order pertains to the NGVD 29 superseded value.
 CZ2194
 CZ2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2194
 CZ2194.The geoid height was determined by GEOID03.
 CZ2194
 CZ2194;                    North         East     Units Scale Factor Converg.
 CZ2194;SPC AZ C     -   189,000.734   229,912.063   MT  0.99990338   +0 05 43.4
 CZ2194;SPC AZ C     -   620,081.15    754,304.67   iFT  0.99990338   +0 05 43.4
 CZ2194;UTM  12      - 3,618,774.274   430,630.819   MT  0.99965934   -0 23 59.7
 CZ2194
 CZ2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2194!SPC AZ C     -   0.99993293  x   0.99990338  =   0.99983631
 CZ2194!UTM  12      -   0.99993293  x   0.99965934  =   0.99959229
 CZ2194
 CZ2194:                Primary Azimuth Mark                     Grid Az
 CZ2194:SPC AZ C     -  AE 55                                    000 14 08.5
 CZ2194:UTM  12      -  AE 55                                    000 43 51.6
 CZ2194
 CZ2194|---------------------------------------------------------------------|
 CZ2194| PID    Reference Object                     Distance      Geod. Az  |
 CZ2194|                                                           dddmmss.s |
 CZ2194| CZ2193 AE 55                               APPROX. 1.6 KM 0001951.9 |
 CZ2194| CH4828 AE 56 RM E                            8.832 METERS 08915     |
 CZ2194| CH4829 AE 56 RM S                            8.836 METERS 17916     |
 CZ2194|---------------------------------------------------------------------|
 CZ2194
 CZ2194                          SUPERSEDED SURVEY CONTROL
 CZ2194
 CZ2194  NAD 83(1986)-  32 42 16.31197(N)    111 44 24.42867(W) AD(       ) 1
 CZ2194  NAD 27      -  32 42 16.09552(N)    111 44 21.97716(W) AD(       ) 1
 CZ2194  NGVD 29 (07/19/86)  456.91   (m)         1499.0    (f) LEVELING    3  
 CZ2194
 CZ2194.Superseded values are not recommended for survey control.
 CZ2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2194.See file dsdata.txt to determine how the superseded data were derived.
 CZ2194
 CZ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3063118774(NAD 83)
 CZ2194_MARKER: DD = SURVEY DISK
 CZ2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2194
 CZ2194  HISTORY     - Date     Condition        Report By
 CZ2194  HISTORY     - 1966     MONUMENTED       DMA
 CZ2194
 CZ2194                          STATION DESCRIPTION
 CZ2194
 CZ2194'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2194'T-8-S.  R-6-E.  IN SECTION 21 NEAR THE SOUTHWEST CORNER.
 CZ2194'
 CZ2194'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2194'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2194'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2194'IS STAMPED--AE 56 1966 ARMY MAP SERVICE.
 CZ2194'
 CZ2194'THE STATION MARK IS LOCATED 95 FEET EAST OF THE ASSUMED
 CZ2194'NORTH-SOUTH SECTION LINE.  389 FEET SOUTH OF WEST-EASTSOUTHEAST
 CZ2194'OF DRAIN.  280 FEET NORTH-NORTHEAST OF A LARGE BUSH AT
 CZ2194'THE CURVE OF A NORTHWEST-SOUTH DEEP DRAIN.
 CZ2194'
 CZ2194'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2194'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES
 CZ2194'TO ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO
 CZ2194'ARIZONA CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH
 CZ2194'FOR 2.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 3.5
 CZ2194'MILES TO A CURVE SOUTH.  GO SOUTH FOR 0.20 MILE TO A T ROAD
 CZ2194'WEST.  TURN RIGHT AND GO WEST (PASSING THROUGH A GATE IN A
 CZ2194'NORTH-SOUTH FENCE) AND SOUTHWEST ON MAIN ROAD FOR 0.20 MILE TO
 CZ2194'A NORTHWEST-SOUTHEAST FENCE.  GO THROUGH FENCE AND FOLLOW
 CZ2194'TRAIL ON SOUTH SIDE OF FENCE NORTHWEST FOR 0.55 MILE TO A
 CZ2194'FENCE CORNER.  TURN LEFT AND GO DUE SOUTH ON DIM TRAIL
 CZ2194'FOR 0.90 MILE TO THE STATION SITE ON NORTH SIDE OF A WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2196 ***********************************************************************
 CZ2196  DESIGNATION -  AE 57
 CZ2196  PID         -  CZ2196
 CZ2196  STATE/COUNTY-  AZ/PINAL
 CZ2196  USGS QUAD   -  ELOY NW (1981)
 CZ2196
 CZ2196                         *CURRENT SURVEY CONTROL
 CZ2196  ___________________________________________________________________
 CZ2196* NAD 83(1992)-  32 41 24.80838(N)    111 44 28.16446(W)     ADJUSTED  
 CZ2196* NAVD 88     -       460.21   (+/-2cm)    1509.9    (feet)  VERTCON   
 CZ2196  ___________________________________________________________________
 CZ2196  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2196  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2196  HORZ ORDER  -  FIRST
 CZ2196  VERT ORDER  -  THIRD ? (See Below)
 CZ2196
 CZ2196.The horizontal coordinates were established by classical geodetic methods
 CZ2196.and adjusted by the National Geodetic Survey in August 1993.
 CZ2196
 CZ2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2196.The vertical order pertains to the NGVD 29 superseded value.
 CZ2196
 CZ2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2196
 CZ2196.The geoid height was determined by GEOID03.
 CZ2196
 CZ2196;                    North         East     Units Scale Factor Converg.
 CZ2196;SPC AZ C     -   187,413.966   229,817.403   MT  0.99990334   +0 05 41.3
 CZ2196;SPC AZ C     -   614,875.22    753,994.10   iFT  0.99990334   +0 05 41.3
 CZ2196;UTM  12      - 3,617,188.770   430,522.475   MT  0.99965952   -0 24 01.1
 CZ2196
 CZ2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2196!SPC AZ C     -   0.99993250  x   0.99990334  =   0.99983585
 CZ2196!UTM  12      -   0.99993250  x   0.99965952  =   0.99959204
 CZ2196
 CZ2196|---------------------------------------------------------------------|
 CZ2196| PID    Reference Object                     Distance      Geod. Az  |
 CZ2196|                                                           dddmmss.s |
 CZ2196| CH4830 AE 57 RM E                            8.838 METERS 08918     |
 CZ2196| CH4831 AE 57 RM S                            8.832 METERS 17917     |
 CZ2196| CZ2226 AA 58X                              APPROX. 6.4 KM 2571759.7 |
 CZ2196|---------------------------------------------------------------------|
 CZ2196
 CZ2196                          SUPERSEDED SURVEY CONTROL
 CZ2196
 CZ2196  NAD 83(1986)-  32 41 24.80257(N)    111 44 28.16412(W) AD(       ) 1
 CZ2196  NAD 27      -  32 41 24.58442(N)    111 44 25.71388(W) AD(       ) 1
 CZ2196  NGVD 29 (07/19/86)  459.63   (m)         1508.0    (f) LEVELING    3  
 CZ2196
 CZ2196.Superseded values are not recommended for survey control.
 CZ2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2196.See file dsdata.txt to determine how the superseded data were derived.
 CZ2196
 CZ2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3052217189(NAD 83)
 CZ2196_MARKER: DD = SURVEY DISK
 CZ2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2196
 CZ2196  HISTORY     - Date     Condition        Report By
 CZ2196  HISTORY     - 1966     MONUMENTED       DMA
 CZ2196
 CZ2196                          STATION DESCRIPTION
 CZ2196
 CZ2196'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2196'T-8-S.  R-6-E.  IN SECTION 29 NEAR THE SOUTHEAST CORNER.
 CZ2196'
 CZ2196'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2196'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2196'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2196'IS STAMPED--AE 57 1966 ARMY MAP SERVICE.
 CZ2196'
 CZ2196'THE STATION MARK IS LOCATED 96 FEET NORTH OF THE CENTERLINE OF
 CZ2196'THE EAST-WEST ROAD.  80 FEET WEST OF THE CENTERLINE OF THE
 CZ2196'NORTH-SOUTH IRRIGATION DITCH.  182 FEET WEST OF THE CENTERLINE
 CZ2196'OF THE NORTH-SOUTH ROAD.  159 FEET WEST OF THE NORTH-SOUTH
 CZ2196'POWER LINE.
 CZ2196'
 CZ2196'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2196'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2196'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2196'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2196'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2196'SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TAKE LEFT FORK AND
 CZ2196'GO EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR
 CZ2196'2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 1.0
 CZ2196'MILE TO A T ROAD EAST AT A GROUP OF BUILDINGS.  GO 1.0 MILE EAST
 CZ2196'TO A CROSS TRAIL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2197 ***********************************************************************
 CZ2197  DESIGNATION -  AE 58
 CZ2197  PID         -  CZ2197
 CZ2197  STATE/COUNTY-  AZ/PINAL
 CZ2197  USGS QUAD   -  ELOY NW (1981)
 CZ2197
 CZ2197                         *CURRENT SURVEY CONTROL
 CZ2197  ___________________________________________________________________
 CZ2197* NAD 83(1992)-  32 40 32.06199(N)    111 44 28.20425(W)     ADJUSTED  
 CZ2197* NAVD 88     -       465.44   (+/-2cm)    1527.0    (feet)  VERTCON   
 CZ2197  ___________________________________________________________________
 CZ2197  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2197  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2197  HORZ ORDER  -  FIRST
 CZ2197  VERT ORDER  -  THIRD ? (See Below)
 CZ2197
 CZ2197.The horizontal coordinates were established by classical geodetic methods
 CZ2197.and adjusted by the National Geodetic Survey in August 1993.
 CZ2197
 CZ2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2197.The vertical order pertains to the NGVD 29 superseded value.
 CZ2197
 CZ2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2197
 CZ2197.The geoid height was determined by GEOID03.
 CZ2197
 CZ2197;                    North         East     Units Scale Factor Converg.
 CZ2197;SPC AZ C     -   185,789.259   229,819.054   MT  0.99990334   +0 05 41.1
 CZ2197;SPC AZ C     -   609,544.81    753,999.52   iFT  0.99990334   +0 05 41.1
 CZ2197;UTM  12      - 3,615,564.506   430,510.092   MT  0.99965954   -0 24 00.6
 CZ2197
 CZ2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2197!SPC AZ C     -   0.99993168  x   0.99990334  =   0.99983502
 CZ2197!UTM  12      -   0.99993168  x   0.99965954  =   0.99959124
 CZ2197
 CZ2197|---------------------------------------------------------------------|
 CZ2197| PID    Reference Object                     Distance      Geod. Az  |
 CZ2197|                                                           dddmmss.s |
 CZ2197| CH4832 AE 58 RM E                            8.834 METERS 08904     |
 CZ2197| CZ2178 AG 59X                              APPROX. 5.2 KM 1302117.0 |
 CZ2197| CH4833 AE 58 RM S                            8.845 METERS 17904     |
 CZ2197|---------------------------------------------------------------------|
 CZ2197
 CZ2197                          SUPERSEDED SURVEY CONTROL
 CZ2197
 CZ2197  NAD 83(1986)-  32 40 32.05617(N)    111 44 28.20379(W) AD(       ) 1
 CZ2197  NAD 27      -  32 40 31.83644(N)    111 44 25.75490(W) AD(       ) 1
 CZ2197  NGVD 29 (07/19/86)  464.86   (m)         1525.1    (f) LEVELING    3  
 CZ2197
 CZ2197.Superseded values are not recommended for survey control.
 CZ2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2197.See file dsdata.txt to determine how the superseded data were derived.
 CZ2197
 CZ2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3051015565(NAD 83)
 CZ2197_MARKER: DD = SURVEY DISK
 CZ2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2197+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2197
 CZ2197  HISTORY     - Date     Condition        Report By
 CZ2197  HISTORY     - 1966     MONUMENTED       DMA
 CZ2197  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2197
 CZ2197                          STATION DESCRIPTION
 CZ2197
 CZ2197'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2197'T-8-S.  R-6-E.  IN SECTION 32 NEAR THE SOUTHEAST CORNER.
 CZ2197'
 CZ2197'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2197'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2197'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2197'IS STAMPED--AE 58 1966 ARMY MAP SERVICE.
 CZ2197'
 CZ2197'THE STATION MARK IS LOCATED IN THE INTERSECTING CENTERLINES
 CZ2197'OF NORTH-SOUTH EAST-WEST ROAD (BLADED).  90 FEET NORTH OF THE
 CZ2197'CENTERLINE OF EAST-WEST TRAIL.  81 FEET NORTH OF SECTION
 CZ2197'CORNER.  191.3 FEET WEST-NORTHWEST OF SECTION CORNER.
 CZ2197'
 CZ2197'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2197'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2197'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2197'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2197'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2197'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2197'SOUTHEAST FOR 0.85 MILE TO A FORK.  TAKE LEFT FORK AND GO EAST
 CZ2197'AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE) FOR 2.6
 CZ2197'MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0
 CZ2197'MILES TO A EAST-WEST FENCE AND A CROSSROAD.  GO EAST 1.0 MILE ON
 CZ2197'A BLADED TRAIL TO A BLADED T TRAIL SOUTH AND THE STATION SITE.
 CZ2197
 CZ2197                          STATION RECOVERY (2008)
 CZ2197
 CZ2197'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2197'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ2197'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ2197'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ2197'HARMON ROAD 4.03 MILES TO THE STATION SITE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2195 ***********************************************************************
 CZ2195  DESIGNATION -  AE 59
 CZ2195  PID         -  CZ2195
 CZ2195  STATE/COUNTY-  AZ/PINAL
 CZ2195  USGS QUAD   -  ELOY NW (1981)
 CZ2195
 CZ2195                         *CURRENT SURVEY CONTROL
 CZ2195  ___________________________________________________________________
 CZ2195* NAD 83(1992)-  32 39 37.80707(N)    111 44 26.64522(W)     ADJUSTED  
 CZ2195* NAVD 88     -       483.07   (+/-2cm)    1584.9    (feet)  VERTCON   
 CZ2195  ___________________________________________________________________
 CZ2195  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2195  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ2195  HORZ ORDER  -  FIRST
 CZ2195  VERT ORDER  -  THIRD ? (See Below)
 CZ2195
 CZ2195.The horizontal coordinates were established by classical geodetic methods
 CZ2195.and adjusted by the National Geodetic Survey in August 1993.
 CZ2195
 CZ2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2195.The vertical order pertains to the NGVD 29 superseded value.
 CZ2195
 CZ2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2195
 CZ2195.The geoid height was determined by GEOID03.
 CZ2195
 CZ2195;                    North         East     Units Scale Factor Converg.
 CZ2195;SPC AZ C     -   184,118.158   229,862.439   MT  0.99990336   +0 05 41.8
 CZ2195;SPC AZ C     -   604,062.20    754,141.86   iFT  0.99990336   +0 05 41.8
 CZ2195;UTM  12      - 3,613,893.500   430,539.037   MT  0.99965949   -0 23 59.1
 CZ2195
 CZ2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2195!SPC AZ C     -   0.99992891  x   0.99990336  =   0.99983228
 CZ2195!UTM  12      -   0.99992891  x   0.99965949  =   0.99958842
 CZ2195
 CZ2195|---------------------------------------------------------------------|
 CZ2195| PID    Reference Object                     Distance      Geod. Az  |
 CZ2195|                                                           dddmmss.s |
 CZ2195| CH4834 AE 59 RM E                            8.833 METERS 08910     |
 CZ2195| CH4835 AE 59 RM S                            8.832 METERS 17917     |
 CZ2195| CZ2226 AA 58X                              APPROX. 6.5 KM 2865248.1 |
 CZ2195|---------------------------------------------------------------------|
 CZ2195
 CZ2195                          SUPERSEDED SURVEY CONTROL
 CZ2195
 CZ2195  NAD 83(1986)-  32 39 37.80124(N)    111 44 26.64463(W) AD(       ) 1
 CZ2195  NAD 27      -  32 39 37.57996(N)    111 44 24.19714(W) AD(       ) 1
 CZ2195  NGVD 29 (07/19/86)  482.49   (m)         1583.0    (f) LEVELING    3  
 CZ2195
 CZ2195.Superseded values are not recommended for survey control.
 CZ2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2195.See file dsdata.txt to determine how the superseded data were derived.
 CZ2195
 CZ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3053913894(NAD 83)
 CZ2195_MARKER: DD = SURVEY DISK
 CZ2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2195+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2009
 CZ2195
 CZ2195  HISTORY     - Date     Condition        Report By
 CZ2195  HISTORY     - 1966     MONUMENTED       DMA
 CZ2195  HISTORY     - 20090124 GOOD             GEOCAC
 CZ2195
 CZ2195                          STATION DESCRIPTION
 CZ2195
 CZ2195'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2195'T-9-S.  R-6-E.  IN SECTION 10 AND ABOUT 0.4 MILE SOUTH OF
 CZ2195'NORTHWEST CORNER.
 CZ2195'
 CZ2195'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2195'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2195'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2195'IS STAMPED--AE 59 1966 ARMY MAP SERVICE.
 CZ2195'
 CZ2195'THE STATION MARK IS LOCATED AT THE SOUTH END OF A BLADED
 CZ2195'TRAIL NORTH.  ABOUT 661 FEET NORTH-NORTHEAST OF 1/4
 CZ2195'SEC. CORNER.
 CZ2195'
 CZ2195'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2195'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2195'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2195'FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2195'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2195'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND
 CZ2195'GO SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TAKE LEFT FORK AND
 CZ2195'GO EAST AND SOUTHEAST (PASSING ALONG NORTH SIDE OF A RIDGE)
 CZ2195'FOR 2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR
 CZ2195'2.0 MILES TO A EAST-WEST FENCE AND A CROSSROAD.  TURN
 CZ2195'LEFT ON BLADED TRAIL AND GO EAST 1.0 MILE TO A T TRAIL
 CZ2195'(BLADED) SOUTH.  GO SOUTH FOR 1.0 MILE ON BLADED TRAIL TO
 CZ2195'THE STATION SITE.
 CZ2195
 CZ2195                          STATION RECOVERY (2009)
 CZ2195
 CZ2195'RECOVERY NOTE BY GEOCACHING 2009 (ACM)
 CZ2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2376 ***********************************************************************
 CZ2376  DESIGNATION -  AF 14
 CZ2376  PID         -  CZ2376
 CZ2376  STATE/COUNTY-  AZ/PIMA
 CZ2376  USGS QUAD   -  WEST OF MARANA (1989)
 CZ2376
 CZ2376                         *CURRENT SURVEY CONTROL
 CZ2376  ___________________________________________________________________
 CZ2376* NAD 83(2007)-  32 23 38.06016(N)    111 16 58.84063(W)     ADJUSTED  
 CZ2376* NAVD 88     -       608.5    (meters)    1996.     (feet)  VERTCON   
 CZ2376  ___________________________________________________________________
 CZ2376  EPOCH DATE  -        2007.00
 CZ2376  X           -  -1,956,896.997 (meters)                     COMP
 CZ2376  Y           -  -5,023,581.953 (meters)                     COMP
 CZ2376  Z           -   3,397,704.619 (meters)                     COMP
 CZ2376  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CZ2376  ELLIP HEIGHT-         578.740 (meters)          (02/10/07) ADJUSTED
 CZ2376  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ2376
 CZ2376  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2376  Type    PID    Designation                      North   East  Ellip
 CZ2376  -------------------------------------------------------------------
 CZ2376  NETWORK CZ2376 AF 14                             0.61   1.02   2.78
 CZ2376  -------------------------------------------------------------------
 CZ2376
 CZ2376.The horizontal coordinates were established by GPS observations
 CZ2376.and adjusted by the National Geodetic Survey in February 2007.
 CZ2376
 CZ2376.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2376.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2376.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2376.The epoch date for horizontal control is a decimal equivalence
 CZ2376.of Year/Month/Day.
 CZ2376
 CZ2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2376
 CZ2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2376
 CZ2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2376
 CZ2376.The ellipsoidal height was determined by GPS observations
 CZ2376.and is referenced to NAD 83.
 CZ2376
 CZ2376.The geoid height was determined by GEOID03.
 CZ2376
 CZ2376;                    North         East     Units Scale Factor Converg.
 CZ2376;SPC AZ C     -   154,719.557   272,973.250   MT  0.99994381   +0 20 22.1
 CZ2376;SPC AZ C     -   507,610.10    895,581.53   iFT  0.99994381   +0 20 22.1
 CZ2376;UTM  12      - 3,584,133.735   473,382.941   MT  0.99960874   -0 09 05.8
 CZ2376
 CZ2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2376!SPC AZ C     -   0.99990914  x   0.99994381  =   0.99985295
 CZ2376!UTM  12      -   0.99990914  x   0.99960874  =   0.99951792
 CZ2376
 CZ2376                          SUPERSEDED SURVEY CONTROL
 CZ2376
 CZ2376  ELLIP H (06/11/02)  578.775  (m)                       GP(       ) 4 2
 CZ2376  NAD 83(1992)-  32 23 38.05900(N)    111 16 58.83927(W) AD(       ) 1
 CZ2376  ELLIP H (08/23/93)  578.843  (m)                       GP(       ) 4 2
 CZ2376  NAD 83(1986)-  32 23 38.05414(N)    111 16 58.83937(W) AD(       ) 1
 CZ2376  NGVD 29 (05/25/90)  608.0    (m)         1995.     (f) GPS OBS     3  
 CZ2376
 CZ2376.Superseded values are not recommended for survey control.
 CZ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2376.See file dsdata.txt to determine how the superseded data were derived.
 CZ2376
 CZ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7338384134(NAD 83)
 CZ2376_MARKER: DV = VERTICAL CONTROL DISK
 CZ2376_SETTING: 0 = UNSPECIFIED SETTING
 CZ2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2376+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2376
 CZ2376  HISTORY     - Date     Condition        Report By
 CZ2376  HISTORY     - 1987     MONUMENTED       NGS
 CZ2376  HISTORY     - 19960204 MARK NOT FOUND   USPSQD
 CZ2376
 CZ2376                          STATION DESCRIPTION
 CZ2376
 CZ2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2376'THE STATION IS LOCATED ABOUT 37.0 KM (23 MI)
 CZ2376'NORTHWEST OF SOUTH TUCSON,
 CZ2376'20.9 KM (13 MI) SOUTH-SOUTHEAST OF RED ROCK AND
 CZ2376'9.7 KM (6 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10.
 CZ2376'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2376'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2376'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2376'602-629-6223.
 CZ2376'
 CZ2376'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2376'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2376'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A SIDE
 CZ2376'ROAD LEFT, SANDARIO ROAD.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR
 CZ2376'6.1 KM (3.8 MI) ON AVRA VALLEY ROAD TO A DIRT ROAD LEFT, EL PASO
 CZ2376'GAS ROAD.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.8 KM (0.5 MI)
 CZ2376'ON AVRA VALLEY ROAD TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTH
 CZ2376'FOR 26 METERS (85 FT) ON THE DIRT ROAD TO A FENCE ENCLOSED
 CZ2376'EXTENSOMETER ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR
 CZ2376'38 METERS (125 FT) ON THE DIRT ROAD TO THE STATION ON THE RIGHT.
 CZ2376'
 CZ2376'THE STATION IS A STANDARD NGS DISK
 CZ2376'STAMPED---AF 14 1987---,
 CZ2376'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHWEST CORNER OF A
 CZ2376'CONCRETE FOOTING FLUSH WITH GROUND.  LOCATED
 CZ2376'37.73 METERS (123.8 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 CZ2376'CHAIN LINK FENCE AROUND THE EXTENSOMETER,
 CZ2376'13.14 METERS (43.1 FT) EAST FROM THE SOUTHEAST CORNER OF A CONCRETE
 CZ2376'BLOCK WITH LARGE ENGINE ON TOP,
 CZ2376'7.77 METERS (25.5 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CZ2376'THE DIRT ROAD,
 CZ2376'0.70 METERS (2.3 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 CZ2376'0.24 METERS (0.8 FT) EAST-SOUTHEAST FROM THE NORTHWEST CORNER OF
 CZ2376'THE CONCRETE FOOTING.
 CZ2376'
 CZ2376'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2376'
 CZ2376'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2376'
 CZ2376'DESCRIBED BY D.F. CALLAHAN.
 CZ2376
 CZ2376                          STATION RECOVERY (1996)
 CZ2376
 CZ2376'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2377 ***********************************************************************
 CZ2377  DESIGNATION -  AF 17
 CZ2377  PID         -  CZ2377
 CZ2377  STATE/COUNTY-  AZ/PIMA
 CZ2377  USGS QUAD   -  WEST OF AVRA (1989)
 CZ2377
 CZ2377                         *CURRENT SURVEY CONTROL
 CZ2377  ___________________________________________________________________
 CZ2377* NAD 83(2007)-  32 20 07.76523(N)    111 19 18.14355(W)     ADJUSTED  
 CZ2377* NAVD 88     -       631.3    (meters)    2071.     (feet)  VERTCON   
 CZ2377  ___________________________________________________________________
 CZ2377  EPOCH DATE  -        2007.00
 CZ2377  X           -  -1,961,557.153 (meters)                     COMP
 CZ2377  Y           -  -5,025,507.503 (meters)                     COMP
 CZ2377  Z           -   3,392,244.590 (meters)                     COMP
 CZ2377  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CZ2377  ELLIP HEIGHT-         601.253 (meters)          (02/10/07) ADJUSTED
 CZ2377  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ2377
 CZ2377  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2377  Type    PID    Designation                      North   East  Ellip
 CZ2377  -------------------------------------------------------------------
 CZ2377  NETWORK CZ2377 AF 17                             0.65   1.02   3.02
 CZ2377  -------------------------------------------------------------------
 CZ2377
 CZ2377.The horizontal coordinates were established by GPS observations
 CZ2377.and adjusted by the National Geodetic Survey in February 2007.
 CZ2377
 CZ2377.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2377.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2377.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2377.The epoch date for horizontal control is a decimal equivalence
 CZ2377.of Year/Month/Day.
 CZ2377
 CZ2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2377
 CZ2377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2377
 CZ2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2377
 CZ2377.The ellipsoidal height was determined by GPS observations
 CZ2377.and is referenced to NAD 83.
 CZ2377
 CZ2377.The geoid height was determined by GEOID03.
 CZ2377
 CZ2377;                    North         East     Units Scale Factor Converg.
 CZ2377;SPC AZ C     -   148,221.287   269,368.813   MT  0.99993867   +0 19 05.7
 CZ2377;SPC AZ C     -   486,290.31    883,755.95   iFT  0.99993867   +0 19 05.7
 CZ2377;UTM  12      - 3,577,668.716   469,724.195   MT  0.99961130   -0 10 19.5
 CZ2377
 CZ2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2377!SPC AZ C     -   0.99990560  x   0.99993867  =   0.99984428
 CZ2377!UTM  12      -   0.99990560  x   0.99961130  =   0.99951694
 CZ2377
 CZ2377                          SUPERSEDED SURVEY CONTROL
 CZ2377
 CZ2377  ELLIP H (06/11/02)  601.288  (m)                       GP(       ) 4 2
 CZ2377  NAD 83(1992)-  32 20 07.76412(N)    111 19 18.14215(W) AD(       ) 1
 CZ2377  ELLIP H (08/23/93)  601.355  (m)                       GP(       ) 4 2
 CZ2377  NAD 83(1986)-  32 20 07.75913(N)    111 19 18.14251(W) AD(       ) 1
 CZ2377  NGVD 29 (05/25/90)  630.7    (m)         2069.     (f) GPS OBS     3  
 CZ2377
 CZ2377.Superseded values are not recommended for survey control.
 CZ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2377.See file dsdata.txt to determine how the superseded data were derived.
 CZ2377
 CZ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6972477669(NAD 83)
 CZ2377_MARKER: DV = VERTICAL CONTROL DISK
 CZ2377_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ2377+WITH SETTING: PAVEMENT
 CZ2377_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2377+STABILITY: SURFACE MOTION
 CZ2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2377+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2377
 CZ2377  HISTORY     - Date     Condition        Report By
 CZ2377  HISTORY     - 1987     MONUMENTED       NGS
 CZ2377  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ2377
 CZ2377                          STATION DESCRIPTION
 CZ2377
 CZ2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2377'THE STATION IS LOCATED ABOUT 38.6 KM (24 MI)
 CZ2377'NORTHWEST OF SOUTH TUCSON,
 CZ2377'25.7 KM (16 MI) SOUTH OF RED ROCK AND
 CZ2377'17.7 KM (11 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10.
 CZ2377'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2377'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE INFORMATION
 CZ2377'CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE 602-629-6223.
 CZ2377'
 CZ2377'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2377'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2377'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A SIDE
 CZ2377'ROAD LEFT, SANDARIO ROAD.
 CZ2377'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 9.0 KM (5.6 MI) ON AVRA
 CZ2377'VALLEY ROAD TO A PAVED CROSSROAD, TRICO ROAD.
 CZ2377'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 2.3 KM (1.4 MI) ON AVRA
 CZ2377'VALLEY ROAD TO A PAVED CROSSROAD, ANWAY ROAD.
 CZ2377'TURN LEFT AND GO SOUTH FOR 5.2 KM (3.2 MI) ON ANWAY ROAD TO A PAVED
 CZ2377'ROAD RIGHT, TUCKER ST.
 CZ2377'TURN RIGHT AND GO WEST FOR ABOUT 30 METERS (100 FT) ON TUCKER ST,
 CZ2377'THEN TURN RIGHT AND GO NORTH FOR ABOUT 30 METERS (100 FT) ON A DIRT
 CZ2377'ROAD TO A FENCE ENCLOSED METAL SHED, A LARGE ENGINE ON A CONCRETE
 CZ2377'BLOCK AND THE STATION.
 CZ2377'
 CZ2377'THE STATION IS A STANDARD NGS DISK
 CZ2377'STAMPED---AF 17 1987---,
 CZ2377'SET INTO A DRILL HOLE IN THE TOP OF THE SOUTHWEST CORNER OF A
 CZ2377'CONCRETE SLAB 2.5 METERS (8.1 FT) BY 2.6 METERS (8.5 FT) WITH LARGE
 CZ2377'PUMP ENGINE ATOP PROJECTING 0.45 METERS ABOVE GROUND.  LOCATED
 CZ2377'34.3 METERS (112.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2377'OF TUCKER ST,
 CZ2377'2.9 METERS (9.5 FT) WEST FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 CZ2377'FENCE AND
 CZ2377'0.9 METERS (2.8 FT) NORTHEAST FROM THE SOUTHWEST CORNER OF THE
 CZ2377'CONCRETE SLAB.
 CZ2377'
 CZ2377'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2377'
 CZ2377'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2377'
 CZ2377'DESCRIBED BY M.T. LOWE.
 CZ2377
 CZ2377                          STATION RECOVERY (1997)
 CZ2377
 CZ2377'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2129 ***********************************************************************
 CZ2129  DESIGNATION -  AF 43
 CZ2129  PID         -  CZ2129
 CZ2129  STATE/COUNTY-  AZ/PINAL
 CZ2129  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2129
 CZ2129                         *CURRENT SURVEY CONTROL
 CZ2129  ___________________________________________________________________
 CZ2129* NAD 83(1992)-  32 53 38.35905(N)    111 43 20.26076(W)     ADJUSTED  
 CZ2129* NAVD 88     -       427.50   (+/-2cm)    1402.6    (feet)  VERTCON   
 CZ2129  ___________________________________________________________________
 CZ2129  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ2129  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2129  HORZ ORDER  -  FIRST
 CZ2129  VERT ORDER  -  THIRD ? (See Below)
 CZ2129
 CZ2129.The horizontal coordinates were established by classical geodetic methods
 CZ2129.and adjusted by the National Geodetic Survey in August 1993.
 CZ2129
 CZ2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2129.The vertical order pertains to the NGVD 29 superseded value.
 CZ2129
 CZ2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2129
 CZ2129.The geoid height was determined by GEOID03.
 CZ2129
 CZ2129;                    North         East     Units Scale Factor Converg.
 CZ2129;SPC AZ C     -   210,012.435   231,544.577   MT  0.99990408   +0 06 20.0
 CZ2129;SPC AZ C     -   689,017.18    759,660.69   iFT  0.99990408   +0 06 20.0
 CZ2129;UTM  12      - 3,639,765.874   432,444.927   MT  0.99965627   -0 23 32.2
 CZ2129
 CZ2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2129!SPC AZ C     -   0.99993761  x   0.99990408  =   0.99984170
 CZ2129!UTM  12      -   0.99993761  x   0.99965627  =   0.99959390
 CZ2129
 CZ2129|---------------------------------------------------------------------|
 CZ2129| PID    Reference Object                     Distance      Geod. Az  |
 CZ2129|                                                           dddmmss.s |
 CZ2129| CH4836 AF 43 RM E                            8.825 METERS 08918     |
 CZ2129| CZ2047 CASA GRANDE 2                       APPROX. 8.3 KM 1740429.4 |
 CZ2129| CH4837 AF 43 RM S                            8.830 METERS 17917     |
 CZ2129|---------------------------------------------------------------------|
 CZ2129
 CZ2129                          SUPERSEDED SURVEY CONTROL
 CZ2129
 CZ2129  NAD 83(1986)-  32 53 38.35338(N)    111 43 20.26220(W) AD(       ) 1
 CZ2129  NAD 27      -  32 53 38.15515(N)    111 43 17.79432(W) AD(       ) 1
 CZ2129  NGVD 29 (07/19/86)  426.95   (m)         1400.8    (f) LEVELING    3  
 CZ2129
 CZ2129.Superseded values are not recommended for survey control.
 CZ2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2129.See file dsdata.txt to determine how the superseded data were derived.
 CZ2129
 CZ2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3244539766(NAD 83)
 CZ2129_MARKER: DD = SURVEY DISK
 CZ2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2129+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2007
 CZ2129
 CZ2129  HISTORY     - Date     Condition        Report By
 CZ2129  HISTORY     - 1967     MONUMENTED       DMA
 CZ2129  HISTORY     - 20070209 GOOD             GEOCAC
 CZ2129  HISTORY     - 20080118 MARK NOT FOUND   INDIV
 CZ2129
 CZ2129                          STATION DESCRIPTION
 CZ2129
 CZ2129'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2129'T-6-S.  R-6-E.  IN SECTION 22 NEAR THE NORTHWEST CORNER.
 CZ2129'
 CZ2129'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2129'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2129'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE
 CZ2129'GROUND.  THE MARK IS STAMPED--AF 43 1967 ARMY MAP SERVICE.
 CZ2129'
 CZ2129'THE STATION MARK IS LOCATED 98 FEET SOUTH OF THE CENTERLINE OF
 CZ2129'EAST-WEST ROAD.  71 FEET SOUTH OF THE EAST-WEST POWERLINE.  90
 CZ2129'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2129'
 CZ2129'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2129'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 2.0 MILES TO A
 CZ2129'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD
 CZ2129'AND THE STATION SITE.
 CZ2129
 CZ2129                          STATION RECOVERY (2007)
 CZ2129
 CZ2129'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2129'RECOVERED IN GOOD CONDITION.
 CZ2129
 CZ2129                          STATION RECOVERY (2008)
 CZ2129
 CZ2129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WGH)
 CZ2129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2130 ***********************************************************************
 CZ2130  DESIGNATION -  AF 44
 CZ2130  PID         -  CZ2130
 CZ2130  STATE/COUNTY-  AZ/PINAL
 CZ2130  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2130
 CZ2130                         *CURRENT SURVEY CONTROL
 CZ2130  ___________________________________________________________________
 CZ2130* NAD 83(1992)-  32 52 40.72151(N)    111 43 21.19165(W)     ADJUSTED  
 CZ2130* NAVD 88     -       430.91   (+/-2cm)    1413.7    (feet)  VERTCON   
 CZ2130  ___________________________________________________________________
 CZ2130  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2130  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2130  HORZ ORDER  -  FIRST
 CZ2130  VERT ORDER  -  THIRD ? (See Below)
 CZ2130
 CZ2130.The horizontal coordinates were established by classical geodetic methods
 CZ2130.and adjusted by the National Geodetic Survey in August 1993.
 CZ2130
 CZ2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2130.The vertical order pertains to the NGVD 29 superseded value.
 CZ2130
 CZ2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2130
 CZ2130.The geoid height was determined by GEOID03.
 CZ2130
 CZ2130;                    North         East     Units Scale Factor Converg.
 CZ2130;SPC AZ C     -   208,236.969   231,523.651   MT  0.99990407   +0 06 19.4
 CZ2130;SPC AZ C     -   683,192.16    759,592.03   iFT  0.99990407   +0 06 19.4
 CZ2130;UTM  12      - 3,637,991.096   432,408.588   MT  0.99965633   -0 23 32.1
 CZ2130
 CZ2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2130!SPC AZ C     -   0.99993708  x   0.99990407  =   0.99984115
 CZ2130!UTM  12      -   0.99993708  x   0.99965633  =   0.99959343
 CZ2130
 CZ2130|---------------------------------------------------------------------|
 CZ2130| PID    Reference Object                     Distance      Geod. Az  |
 CZ2130|                                                           dddmmss.s |
 CZ2130| CH4838 AF 44 RM E                            8.836 METERS 08902     |
 CZ2130| CZ2047 CASA GRANDE 2                       APPROX. 6.5 KM 1721449.2 |
 CZ2130| CH4839 AF 44 RM S                            8.838 METERS 17900     |
 CZ2130|---------------------------------------------------------------------|
 CZ2130
 CZ2130                          SUPERSEDED SURVEY CONTROL
 CZ2130
 CZ2130  NAD 83(1986)-  32 52 40.71585(N)    111 43 21.19296(W) AD(       ) 1
 CZ2130  NAD 27      -  32 52 40.51596(N)    111 43 18.72677(W) AD(       ) 1
 CZ2130  NGVD 29 (07/19/86)  430.36   (m)         1411.9    (f) LEVELING    3  
 CZ2130
 CZ2130.Superseded values are not recommended for survey control.
 CZ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2130.See file dsdata.txt to determine how the superseded data were derived.
 CZ2130
 CZ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3240937991(NAD 83)
 CZ2130_MARKER: DD = SURVEY DISK
 CZ2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2130
 CZ2130  HISTORY     - Date     Condition        Report By
 CZ2130  HISTORY     - 1967     MONUMENTED       DMA
 CZ2130  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 CZ2130
 CZ2130                          STATION DESCRIPTION
 CZ2130
 CZ2130'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2130'T-6-S.  R-6-E.  IN SECTION 27 NEAR THE NORTHWEST CORNER.
 CZ2130'
 CZ2130'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2130'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2130'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2130'IS STAMPED--AF 44 1967 ARMY MAP SERVICE.
 CZ2130'
 CZ2130'THE STATION MARK IS LOCATED 578 FEET SOUTH OF THE CENTERLINE OF
 CZ2130'EAST-WEST ROAD.  55 FEET EAST OF THE NORTH-SOUTH POWER LINE.  83
 CZ2130'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  50 FEET EAST OF
 CZ2130'THE NORTH-SOUTH FENCE.  83 FEET NORTH OF THE EAST-WEST FENCE.
 CZ2130'
 CZ2130'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2130'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 2.0 MILES TO A
 CZ2130'CROSSROAD AND THE STATION SITE.
 CZ2130
 CZ2130                          STATION RECOVERY (2007)
 CZ2130
 CZ2130'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2130'THE DESCRIBED LOCATION IS NOW DEVELOPED PRIVATE PROPERTY. ASSUMED
 CZ2130'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2097 ***********************************************************************
 CZ2097  DESIGNATION -  AF 45
 CZ2097  PID         -  CZ2097
 CZ2097  STATE/COUNTY-  AZ/PINAL
 CZ2097  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2097
 CZ2097                         *CURRENT SURVEY CONTROL
 CZ2097  ___________________________________________________________________
 CZ2097* NAD 83(1992)-  32 51 52.98152(N)    111 43 21.71803(W)     ADJUSTED  
 CZ2097* NAVD 88     -       433.46   (+/-2cm)    1422.1    (feet)  VERTCON   
 CZ2097  ___________________________________________________________________
 CZ2097  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2097  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2097  HORZ ORDER  -  FIRST
 CZ2097  VERT ORDER  -  THIRD ? (See Below)
 CZ2097
 CZ2097.The horizontal coordinates were established by classical geodetic methods
 CZ2097.and adjusted by the National Geodetic Survey in August 1993.
 CZ2097
 CZ2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2097.The vertical order pertains to the NGVD 29 superseded value.
 CZ2097
 CZ2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2097
 CZ2097.The geoid height was determined by GEOID03.
 CZ2097
 CZ2097;                    North         East     Units Scale Factor Converg.
 CZ2097;SPC AZ C     -   206,766.402   231,512.671   MT  0.99990406   +0 06 18.9
 CZ2097;SPC AZ C     -   678,367.46    759,556.01   iFT  0.99990406   +0 06 18.9
 CZ2097;UTM  12      - 3,636,521.044   432,384.844   MT  0.99965637   -0 23 31.9
 CZ2097
 CZ2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2097!SPC AZ C     -   0.99993668  x   0.99990406  =   0.99984074
 CZ2097!UTM  12      -   0.99993668  x   0.99965637  =   0.99959307
 CZ2097
 CZ2097|---------------------------------------------------------------------|
 CZ2097| PID    Reference Object                     Distance      Geod. Az  |
 CZ2097|                                                           dddmmss.s |
 CZ2097| CH4840 AF 45 RM E                            8.831 METERS 08848     |
 CZ2097| CZ2047 CASA GRANDE 2                       APPROX. 5.1 KM 1695030.1 |
 CZ2097| CH4841 AF 45 RM S                            8.831 METERS 17847     |
 CZ2097|---------------------------------------------------------------------|
 CZ2097
 CZ2097                          SUPERSEDED SURVEY CONTROL
 CZ2097
 CZ2097  NAD 83(1986)-  32 51 52.97585(N)    111 43 21.71924(W) AD(       ) 1
 CZ2097  NAD 27      -  32 51 52.77460(N)    111 43 19.25447(W) AD(       ) 1
 CZ2097  NGVD 29 (07/19/86)  432.92   (m)         1420.3    (f) LEVELING    3  
 CZ2097
 CZ2097.Superseded values are not recommended for survey control.
 CZ2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2097.See file dsdata.txt to determine how the superseded data were derived.
 CZ2097
 CZ2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3238536521(NAD 83)
 CZ2097_MARKER: DD = SURVEY DISK
 CZ2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2097
 CZ2097  HISTORY     - Date     Condition        Report By
 CZ2097  HISTORY     - 1967     MONUMENTED       DMA
 CZ2097
 CZ2097                          STATION DESCRIPTION
 CZ2097
 CZ2097'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2097'T-6-S.  R-6-E.  IN SECTION 34 NEAR THE NORTHWEST CORNER.
 CZ2097'
 CZ2097'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2097'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2097'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2097'STAMPED--AF 45 1967 ARMY MAP SERVICE.
 CZ2097'
 CZ2097'THE STATION MARK IS LOCATED 35 FEET EAST OF THE NORTH-SOUTH
 CZ2097'FENCE.  55 FEET SOUTH OF THE EAST-WEST FENCE.  35 FEET EAST
 CZ2097'OF THE NORTH-SOUTH POWER LINE.  64 FEET EAST OF THE NORTH-SOUTH
 CZ2097'ROAD.  58 FEET SOUTH OF THE EAST-WEST POWER LINE.  85 FEET
 CZ2097'SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2097'
 CZ2097'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2097'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 2.0 MILES TO
 CZ2097'A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 CZ2097'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2098 ***********************************************************************
 CZ2098  DESIGNATION -  AF 46
 CZ2098  PID         -  CZ2098
 CZ2098  STATE/COUNTY-  AZ/PINAL
 CZ2098  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2098
 CZ2098                         *CURRENT SURVEY CONTROL
 CZ2098  ___________________________________________________________________
 CZ2098* NAD 83(1992)-  32 51 02.33210(N)    111 43 21.77651(W)     ADJUSTED  
 CZ2098* NAVD 88     -       436.26   (+/-2cm)    1431.3    (feet)  VERTCON   
 CZ2098  ___________________________________________________________________
 CZ2098  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2098  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2098  HORZ ORDER  -  FIRST
 CZ2098  VERT ORDER  -  THIRD ? (See Below)
 CZ2098
 CZ2098.The horizontal coordinates were established by classical geodetic methods
 CZ2098.and adjusted by the National Geodetic Survey in August 1993.
 CZ2098
 CZ2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2098.The vertical order pertains to the NGVD 29 superseded value.
 CZ2098
 CZ2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2098
 CZ2098.The geoid height was determined by GEOID03.
 CZ2098
 CZ2098;                    North         East     Units Scale Factor Converg.
 CZ2098;SPC AZ C     -   205,206.241   231,514.017   MT  0.99990406   +0 06 18.8
 CZ2098;SPC AZ C     -   673,248.82    759,560.42   iFT  0.99990406   +0 06 18.8
 CZ2098;UTM  12      - 3,634,961.316   432,372.649   MT  0.99965639   -0 23 31.4
 CZ2098
 CZ2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2098!SPC AZ C     -   0.99993624  x   0.99990406  =   0.99984030
 CZ2098!UTM  12      -   0.99993624  x   0.99965639  =   0.99959265
 CZ2098
 CZ2098|---------------------------------------------------------------------|
 CZ2098| PID    Reference Object                     Distance      Geod. Az  |
 CZ2098|                                                           dddmmss.s |
 CZ2098| CH4842 AF 46 RM E                            8.831 METERS 08858     |
 CZ2098| CZ2093 AF 47                               APPROX. 1.7 KM 1781327.1 |
 CZ2098| CH4843 AF 46 RM S                            8.829 METERS 17849     |
 CZ2098|---------------------------------------------------------------------|
 CZ2098
 CZ2098                          SUPERSEDED SURVEY CONTROL
 CZ2098
 CZ2098  NAD 83(1986)-  32 51 02.32642(N)    111 43 21.77760(W) AD(       ) 1
 CZ2098  NAD 27      -  32 51 02.12374(N)    111 43 19.31432(W) AD(       ) 1
 CZ2098  NGVD 29 (07/19/86)  435.72   (m)         1429.5    (f) LEVELING    3  
 CZ2098
 CZ2098.Superseded values are not recommended for survey control.
 CZ2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2098.See file dsdata.txt to determine how the superseded data were derived.
 CZ2098
 CZ2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3237334961(NAD 83)
 CZ2098_MARKER: DD = SURVEY DISK
 CZ2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2098
 CZ2098  HISTORY     - Date     Condition        Report By
 CZ2098  HISTORY     - 1967     MONUMENTED       DMA
 CZ2098  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2098
 CZ2098                          STATION DESCRIPTION
 CZ2098
 CZ2098'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2098'T-6-S.  R-6-E.  IN SECTION 34 NEAR THE SOUTHWEST CORNER.
 CZ2098'
 CZ2098'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2098'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2098'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2098'IS STAMPED--AF 46 1967 ARMY MAP SERVICE.
 CZ2098'
 CZ2098'THE STATION MARK IS LOCATED 49.0 FEET EAST OF NORTH-SOUTH
 CZ2098'FENCE.  57.0 FEET EAST OF NORTH-SOUTH POWERLINE.  83.0 FEET EAST
 CZ2098'OF THE CENTERLINE OF NORTH-SOUTH ROAD.  96.0 FEET NORTH OF
 CZ2098'EXTENDED CENTERLINE OF ROAD WEST.
 CZ2098'
 CZ2098'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2098'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 2.6 MILES TO A
 CZ2098'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO
 CZ2098'A T ROAD WEST AND THE STATION SITE.
 CZ2098
 CZ2098                          STATION RECOVERY (2007)
 CZ2098
 CZ2098'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2093 ***********************************************************************
 CZ2093  DESIGNATION -  AF 47
 CZ2093  PID         -  CZ2093
 CZ2093  STATE/COUNTY-  AZ/PINAL
 CZ2093  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2093
 CZ2093                         *CURRENT SURVEY CONTROL
 CZ2093  ___________________________________________________________________
 CZ2093* NAD 83(1992)-  32 50 08.10759(N)    111 43 19.78515(W)     ADJUSTED  
 CZ2093* NAVD 88     -       442.38   (+/-2cm)    1451.4    (feet)  VERTCON   
 CZ2093  ___________________________________________________________________
 CZ2093  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CZ2093  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2093  HORZ ORDER  -  FIRST
 CZ2093  VERT ORDER  -  THIRD ? (See Below)
 CZ2093
 CZ2093.The horizontal coordinates were established by classical geodetic methods
 CZ2093.and adjusted by the National Geodetic Survey in August 1993.
 CZ2093
 CZ2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2093.The vertical order pertains to the NGVD 29 superseded value.
 CZ2093
 CZ2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2093
 CZ2093.The geoid height was determined by GEOID03.
 CZ2093
 CZ2093;                    North         East     Units Scale Factor Converg.
 CZ2093;SPC AZ C     -   203,536.057   231,568.868   MT  0.99990409   +0 06 19.7
 CZ2093;SPC AZ C     -   667,769.22    759,740.38   iFT  0.99990409   +0 06 19.7
 CZ2093;UTM  12      - 3,633,291.134   432,412.996   MT  0.99965632   -0 23 29.7
 CZ2093
 CZ2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2093!SPC AZ C     -   0.99993528  x   0.99990409  =   0.99983937
 CZ2093!UTM  12      -   0.99993528  x   0.99965632  =   0.99959162
 CZ2093
 CZ2093|---------------------------------------------------------------------|
 CZ2093| PID    Reference Object                     Distance      Geod. Az  |
 CZ2093|                                                           dddmmss.s |
 CZ2093| CH4844 AF 47 RM E                            8.831 METERS 08905     |
 CZ2093| CZ2047 CASA GRANDE 2                       APPROX. 1.9 KM 1541337.7 |
 CZ2093| CH4845 AF 47 RM S                            8.818 METERS 17904     |
 CZ2093|---------------------------------------------------------------------|
 CZ2093
 CZ2093                          SUPERSEDED SURVEY CONTROL
 CZ2093
 CZ2093  NAD 83(1986)-  32 50 08.10190(N)    111 43 19.78610(W) AD(       ) 1
 CZ2093  NAD 27      -  32 50 07.89766(N)    111 43 17.32446(W) AD(       ) 1
 CZ2093  NGVD 29 (07/19/86)  441.83   (m)         1449.6    (f) LEVELING    3  
 CZ2093
 CZ2093.Superseded values are not recommended for survey control.
 CZ2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2093.See file dsdata.txt to determine how the superseded data were derived.
 CZ2093
 CZ2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3241333291(NAD 83)
 CZ2093_MARKER: DD = SURVEY DISK
 CZ2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2093
 CZ2093  HISTORY     - Date     Condition        Report By
 CZ2093  HISTORY     - 1967     MONUMENTED       DMA
 CZ2093  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2093
 CZ2093                          STATION DESCRIPTION
 CZ2093
 CZ2093'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2093'T-7-S.  R-6-E.  IN SECTION 10 NEAR THE NORTHWEST CORNER.
 CZ2093'
 CZ2093'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2093'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2093'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2093'IS STAMPED--AF 47 1967 ARMY MAP SERVICE.
 CZ2093'
 CZ2093'THE STATION MARK IS LOCATED 64 FEET SOUTH OF THE CENTERLINE
 CZ2093'OF THE EAST-WEST ROAD.  204 FEET EAST OF THE CENTERLINE OF THE
 CZ2093'NORTH-SOUTH ROAD.  31 FEET NORTH OF THE EAST-WEST INTERSTATE
 CZ2093'FENCE.
 CZ2093'
 CZ2093'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2093'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 2.6 MILES TO A NORTH-SOUTH
 CZ2093'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.45 MILES TO A T
 CZ2093'INTERSECTION AND THE STATION SITE.
 CZ2093
 CZ2093                          STATION RECOVERY (2007)
 CZ2093
 CZ2093'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2091 ***********************************************************************
 CZ2091  DESIGNATION -  AF 48
 CZ2091  PID         -  CZ2091
 CZ2091  STATE/COUNTY-  AZ/PINAL
 CZ2091  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2091
 CZ2091                         *CURRENT SURVEY CONTROL
 CZ2091  ___________________________________________________________________
 CZ2091* NAD 83(1992)-  32 49 15.14512(N)    111 43 18.55591(W)     ADJUSTED  
 CZ2091* NAVD 88     -       480.17   (+/-2cm)    1575.4    (feet)  VERTCON   
 CZ2091  ___________________________________________________________________
 CZ2091  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 CZ2091  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2091  HORZ ORDER  -  FIRST
 CZ2091  VERT ORDER  -  THIRD ? (See Below)
 CZ2091
 CZ2091.The horizontal coordinates were established by classical geodetic methods
 CZ2091.and adjusted by the National Geodetic Survey in August 1993.
 CZ2091
 CZ2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2091.The vertical order pertains to the NGVD 29 superseded value.
 CZ2091
 CZ2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2091
 CZ2091.The geoid height was determined by GEOID03.
 CZ2091
 CZ2091;                    North         East     Units Scale Factor Converg.
 CZ2091;SPC AZ C     -   201,904.717   231,603.841   MT  0.99990410   +0 06 20.2
 CZ2091;SPC AZ C     -   662,417.05    759,855.12   iFT  0.99990410   +0 06 20.2
 CZ2091;UTM  12      - 3,631,659.955   432,433.814   MT  0.99965629   -0 23 28.5
 CZ2091
 CZ2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2091!SPC AZ C     -   0.99992935  x   0.99990410  =   0.99983345
 CZ2091!UTM  12      -   0.99992935  x   0.99965629  =   0.99958566
 CZ2091
 CZ2091|---------------------------------------------------------------------|
 CZ2091| PID    Reference Object                     Distance      Geod. Az  |
 CZ2091|                                                           dddmmss.s |
 CZ2091| CH4847 AF 48 RM E                           10.987 METERS 07853     |
 CZ2091| CZ2286 CHUI                                APPROX. 9.0 KM 2215254.7 |
 CZ2091| CH4846 AF 48 RM                              8.912 METERS 24406     |
 CZ2091| CZ2092 AF 48 ECC                            13.330 METERS 34240     |
 CZ2091|---------------------------------------------------------------------|
 CZ2091
 CZ2091                          SUPERSEDED SURVEY CONTROL
 CZ2091
 CZ2091  NAD 83(1986)-  32 49 15.13937(N)    111 43 18.55673(W) AD(       ) 1
 CZ2091  NAD 27      -  32 49 14.93374(N)    111 43 16.09600(W) AD(       ) 1
 CZ2091  NGVD 29 (07/19/86)  479.60   (m)         1573.5    (f) LEVELING    3  
 CZ2091
 CZ2091.Superseded values are not recommended for survey control.
 CZ2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2091.See file dsdata.txt to determine how the superseded data were derived.
 CZ2091
 CZ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3243431660(NAD 83)
 CZ2091_MARKER: DD = SURVEY DISK
 CZ2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2091
 CZ2091  HISTORY     - Date     Condition        Report By
 CZ2091  HISTORY     - 1966     MONUMENTED       DMA
 CZ2091
 CZ2091                          STATION DESCRIPTION
 CZ2091
 CZ2091'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2091'T-7-S.  R-6-E.  IN SECTION 15 NEAR THE NORTHWEST CORNER.
 CZ2091'
 CZ2091'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2091'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2091'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2091'IS STAMPED--AF 48 1966 ARMY MAP SERVICE.  THE MARK AND POST
 CZ2091'ARE AT THE CENTER OF A TWO FEET DIAMETER CONCRETE SLAB.
 CZ2091'
 CZ2091'THE STATION MARK IS LOCATED APPROXIMATELY 185 FEET SOUTH OF
 CZ2091'THE EAST-WEST SECTION LINE.  APPROXIMATELY 274 FEET EAST OF
 CZ2091'THE NORTH-SOUTH SECTION LINE.  51 FEET SOUTH OF THE EAST-WEST
 CZ2091'TRAIL.  THE REFERENCE MARK IS A CORPS OF ENGINEERS, U.S. ARMY
 CZ2091'DISK CEMENTED IN THE TOP CENTER OF THE NORTH PANEL SEGMENT, 1
 CZ2091'FOOT SOUTH OF THE NORTH EDGE.
 CZ2091'
 CZ2091'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2091'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2091'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES
 CZ2091'TO A FIVE POINT INTERSECTION.  TURN LEFT AND GO DUE EAST FOR 1.0
 CZ2091'MILE TO END OF TRUCK TRAVEL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2094 ***********************************************************************
 CZ2094  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2094  DESIGNATION -  AF 49
 CZ2094  PID         -  CZ2094
 CZ2094  STATE/COUNTY-  AZ/PINAL
 CZ2094  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2094
 CZ2094                         *CURRENT SURVEY CONTROL
 CZ2094  ___________________________________________________________________
 CZ2094* NAD 83(2007)-  32 48 25.19963(N)    111 43 19.82480(W)     ADJUSTED  
 CZ2094* NAVD 88     -       451.34   (meters)    1480.8    (feet)  GPS OBS   
 CZ2094  ___________________________________________________________________
 CZ2094  EPOCH DATE  -        2007.00
 CZ2094  X           -  -1,986,159.242 (meters)                     COMP
 CZ2094  Y           -  -4,985,380.889 (meters)                     COMP
 CZ2094  Z           -   3,436,216.127 (meters)                     COMP
 CZ2094  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CZ2094  ELLIP HEIGHT-         421.166 (meters)          (04/23/08) ADJUSTED
 CZ2094  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2094  HORZ ORDER  -  B
 CZ2094  ELLP ORDER  -  FOURTH    CLASS I
 CZ2094
 CZ2094.The horizontal coordinates were established by GPS observations
 CZ2094.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2094
 CZ2094.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2094.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2094.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2094.The epoch date for horizontal control is a decimal equivalence
 CZ2094.of Year/Month/Day.
 CZ2094
 CZ2094.The orthometric height was determined by GPS observations and a
 CZ2094.high-resolution geoid model.
 CZ2094.The orthometric height was determined by GPS observations and a
 CZ2094.high-resolution geoid model using precise GPS observation and
 CZ2094.processing techniques.
 CZ2094
 CZ2094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2094
 CZ2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2094
 CZ2094.The ellipsoidal height was determined by GPS observations
 CZ2094.and is referenced to NAD 83.
 CZ2094
 CZ2094.The geoid height was determined by GEOID03.
 CZ2094
 CZ2094;                    North         East     Units Scale Factor Converg.
 CZ2094;SPC AZ C     -   200,366.191   231,573.669   MT  0.99990409   +0 06 19.4
 CZ2094;SPC AZ C     -   657,369.39    759,756.13   iFT  0.99990409   +0 06 19.4
 CZ2094;UTM  12      - 3,630,122.131   432,390.314   MT  0.99965636   -0 23 28.7
 CZ2094
 CZ2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2094!SPC AZ C     -   0.99993388  x   0.99990409  =   0.99983798
 CZ2094!UTM  12      -   0.99993388  x   0.99965636  =   0.99959026
 CZ2094
 CZ2094:                Primary Azimuth Mark                     Grid Az
 CZ2094:SPC AZ C     -  CASA GRANDE 2                            030 22 53.0
 CZ2094:UTM  12      -  CASA GRANDE 2                            030 52 41.1
 CZ2094
 CZ2094|---------------------------------------------------------------------|
 CZ2094| PID    Reference Object                     Distance      Geod. Az  |
 CZ2094|                                                           dddmmss.s |
 CZ2094| CZ2047 CASA GRANDE 2                       APPROX. 1.7 KM 0302912.4 |
 CZ2094| CH4848 AF 49 RM E                            8.832 METERS 08908     |
 CZ2094| CH4849 AF 49 RM S                            8.827 METERS 17907     |
 CZ2094|---------------------------------------------------------------------|
 CZ2094
 CZ2094                          SUPERSEDED SURVEY CONTROL
 CZ2094
 CZ2094  NAD 83(1992)-  32 48 25.20031(N)    111 43 19.82462(W) AD(       ) 1
 CZ2094  NAD 83(1986)-  32 48 25.19462(N)    111 43 19.82530(W) AD(       ) 1
 CZ2094  NAD 27      -  32 48 24.98800(N)    111 43 17.36588(W) AD(       ) 1
 CZ2094  NGVD 29 (07/19/86)  450.76   (m)         1478.9    (f) LEVELING    3  
 CZ2094
 CZ2094.Superseded values are not recommended for survey control.
 CZ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2094.See file dsdata.txt to determine how the superseded data were derived.
 CZ2094
 CZ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3239030122(NAD 83)
 CZ2094_MARKER: DD = SURVEY DISK
 CZ2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2094_STAMPING: AF 49 1966 ARMY MAP SERVICE
 CZ2094_MARK LOGO: USACE 
 CZ2094_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2094+STABILITY: SURFACE MOTION
 CZ2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2094+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2094
 CZ2094  HISTORY     - Date     Condition        Report By
 CZ2094  HISTORY     - 1966     MONUMENTED       DMA
 CZ2094  HISTORY     - 20061205 GOOD             PSOMAS
 CZ2094  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2094
 CZ2094                          STATION DESCRIPTION
 CZ2094
 CZ2094'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2094'T-7-S.  R-6-E.  IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2094'
 CZ2094'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2094'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2094'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2094'IS STAMPED--AF 49 1966 ARMY MAP SERVICE.
 CZ2094'
 CZ2094'THE STATION MARK IS LOCATED 142 FEET EAST OF THE CENTERLINE
 CZ2094'OF NORTH-SOUTH ROAD 72 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2094'TRAIL.
 CZ2094'
 CZ2094'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2094'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2094'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES
 CZ2094'TO A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST FOR
 CZ2094'1.25 MILES TO A T ROAD EAST AT THE SOUTH SIDE OF THE CASA
 CZ2094'GRANDE TRAP CLUB.  TURN LEFT AND GO EAST FOR 0.25 MILE TO A T
 CZ2094'INTERSECTION AND THE STATION SITE.
 CZ2094
 CZ2094                          STATION RECOVERY (2006)
 CZ2094
 CZ2094'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PM)
 CZ2094'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST-NORTHWEST OF ELOY,
 CZ2094'5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF CASA GRANDE AND 5.2 MI (8.3 KM)
 CZ2094'NORTHEAST OF CHUICHU IN SECTION 15, T. 7 S., R. 6 E., GILA AND SALT
 CZ2094'RIVER MERIDIAN.
 CZ2094' 
 CZ2094'TO REACH STATION FROM THE INTERSECTION OF SUNLAND GIN ROAD AND
 CZ2094'INTERSTATE 10, HEAD SOUTH ON SUNLAND GIN ROAD 2.2 MI (3.5 KM) TO
 CZ2094'HOUSER ROAD.  TURN RIGHT AND HEAD WEST ON HOUSER ROAD 2.0 MI (3.2 KM)
 CZ2094'TO A FOUR-WAY INTERSECTION.  TURN RIGHT AND FOLLOW THE DIRT ROAD NORTH
 CZ2094'AND WEST.  CONTINUE NORTHWEST ALONG DIRT ROAD PAST THE POLICE FIRING
 CZ2094'RANGE TO A SMALL DIRT TRACK HEADING NORTH.  TURN RIGHT AND HEAD NORTH
 CZ2094'ON THE DIRT TRACK FOR 0.25 MI (0.4 KM) TO THE STATION ON THE EAST SIDE
 CZ2094'OF THE TRACK.  THE STATION IS A CORPS OF ENGINEERS U.S. ARMY DISK IN
 CZ2094'THE TOP OF A ROUND CONCRETE POST 8 INCHES (20 CM) IN DIAMETER AND
 CZ2094'MARKED 'AF 49 ARMY MAP SERVICE 1966'.
 CZ2094
 CZ2094                          STATION RECOVERY (2007)
 CZ2094
 CZ2094'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2095 ***********************************************************************
 CZ2095  DESIGNATION -  AF 50
 CZ2095  PID         -  CZ2095
 CZ2095  STATE/COUNTY-  AZ/PINAL
 CZ2095  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2095
 CZ2095                         *CURRENT SURVEY CONTROL
 CZ2095  ___________________________________________________________________
 CZ2095* NAD 83(1992)-  32 47 32.69403(N)    111 43 20.59919(W)     ADJUSTED  
 CZ2095* NAVD 88     -       444.91   (+/-2cm)    1459.7    (feet)  VERTCON   
 CZ2095  ___________________________________________________________________
 CZ2095  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CZ2095  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2095  HORZ ORDER  -  FIRST
 CZ2095  VERT ORDER  -  THIRD ? (See Below)
 CZ2095
 CZ2095.The horizontal coordinates were established by classical geodetic methods
 CZ2095.and adjusted by the National Geodetic Survey in August 1993.
 CZ2095
 CZ2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2095.The vertical order pertains to the NGVD 29 superseded value.
 CZ2095
 CZ2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2095
 CZ2095.The geoid height was determined by GEOID03.
 CZ2095
 CZ2095;                    North         East     Units Scale Factor Converg.
 CZ2095;SPC AZ C     -   198,748.835   231,556.495   MT  0.99990408   +0 06 18.8
 CZ2095;SPC AZ C     -   652,063.11    759,699.79   iFT  0.99990408   +0 06 18.8
 CZ2095;UTM  12      - 3,628,505.385   432,359.132   MT  0.99965641   -0 23 28.5
 CZ2095
 CZ2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2095!SPC AZ C     -   0.99993489  x   0.99990408  =   0.99983897
 CZ2095!UTM  12      -   0.99993489  x   0.99965641  =   0.99959132
 CZ2095
 CZ2095:                Primary Azimuth Mark                     Grid Az
 CZ2095:SPC AZ C     -  CASA GRANDE 2                            015 41 09.8
 CZ2095:UTM  12      -  CASA GRANDE 2                            016 10 57.1
 CZ2095
 CZ2095|---------------------------------------------------------------------|
 CZ2095| PID    Reference Object                     Distance      Geod. Az  |
 CZ2095|                                                           dddmmss.s |
 CZ2095| CZ2047 CASA GRANDE 2                       APPROX. 3.2 KM 0154728.6 |
 CZ2095| CH4850 AF 50 RM E                            8.831 METERS 08919     |
 CZ2095| CH4851 AF 50 RM S                            8.833 METERS 17923     |
 CZ2095|---------------------------------------------------------------------|
 CZ2095
 CZ2095                          SUPERSEDED SURVEY CONTROL
 CZ2095
 CZ2095  NAD 83(1986)-  32 47 32.68833(N)    111 43 20.59974(W) AD(       ) 1
 CZ2095  NAD 27      -  32 47 32.48024(N)    111 43 18.14165(W) AD(       ) 1
 CZ2095  NGVD 29 (07/19/86)  444.31   (m)         1457.7    (f) LEVELING    3  
 CZ2095
 CZ2095.Superseded values are not recommended for survey control.
 CZ2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2095.See file dsdata.txt to determine how the superseded data were derived.
 CZ2095
 CZ2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3235928505(NAD 83)
 CZ2095_MARKER: DD = SURVEY DISK
 CZ2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2095
 CZ2095  HISTORY     - Date     Condition        Report By
 CZ2095  HISTORY     - 1966     MONUMENTED       DMA
 CZ2095  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2095
 CZ2095                          STATION DESCRIPTION
 CZ2095
 CZ2095'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2095'T-7-S.  R-6-E.  IN SECTION 22 NEAR THE SOUTHWEST CORNER.
 CZ2095'
 CZ2095'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2095'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2095'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2095'IS STAMPED.  AF 50 1966 ARMY MAP SERVICE.
 CZ2095'
 CZ2095'THE MARK IS LOCATED 84 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2095'ROAD AND 90 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2095'
 CZ2095'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2095'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2095'FLORENCE STREET.  TURN RIGHT (CHUICHU ROAD) AND GO SOUTHWEST
 CZ2095'AND SOUTH FOR 6.0 MILES TO CROSSROAD.  TURN LEFT AND GO EAST
 CZ2095'2.0 MILES TO STATION SITE.
 CZ2095
 CZ2095                          STATION RECOVERY (2007)
 CZ2095
 CZ2095'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2096 ***********************************************************************
 CZ2096  DESIGNATION -  AF 51
 CZ2096  PID         -  CZ2096
 CZ2096  STATE/COUNTY-  AZ/PINAL
 CZ2096  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2096
 CZ2096                         *CURRENT SURVEY CONTROL
 CZ2096  ___________________________________________________________________
 CZ2096* NAD 83(1992)-  32 46 39.91902(N)    111 43 20.63141(W)     ADJUSTED  
 CZ2096* NAVD 88     -       446.63   (+/-2cm)    1465.3    (feet)  VERTCON   
 CZ2096  ___________________________________________________________________
 CZ2096  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 CZ2096  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2096  HORZ ORDER  -  FIRST
 CZ2096  VERT ORDER  -  THIRD ? (See Below)
 CZ2096
 CZ2096.The horizontal coordinates were established by classical geodetic methods
 CZ2096.and adjusted by the National Geodetic Survey in August 1993.
 CZ2096
 CZ2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2096.The vertical order pertains to the NGVD 29 superseded value.
 CZ2096
 CZ2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2096
 CZ2096.The geoid height was determined by GEOID03.
 CZ2096
 CZ2096;                    North         East     Units Scale Factor Converg.
 CZ2096;SPC AZ C     -   197,123.219   231,558.642   MT  0.99990408   +0 06 18.6
 CZ2096;SPC AZ C     -   646,729.72    759,706.83   iFT  0.99990408   +0 06 18.6
 CZ2096;UTM  12      - 3,626,880.214   432,347.198   MT  0.99965643   -0 23 28.0
 CZ2096
 CZ2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2096!SPC AZ C     -   0.99993462  x   0.99990408  =   0.99983870
 CZ2096!UTM  12      -   0.99993462  x   0.99965643  =   0.99959107
 CZ2096
 CZ2096:                Primary Azimuth Mark                     Grid Az
 CZ2096:SPC AZ C     -  CASA GRANDE 2                            010 21 11.7
 CZ2096:UTM  12      -  CASA GRANDE 2                            010 50 58.3
 CZ2096
 CZ2096|---------------------------------------------------------------------|
 CZ2096| PID    Reference Object                     Distance      Geod. Az  |
 CZ2096|                                                           dddmmss.s |
 CZ2096| CZ2047 CASA GRANDE 2                       APPROX. 4.8 KM 0102730.3 |
 CZ2096| CH4852 AF 51 RM E                            8.816 METERS 08909     |
 CZ2096| CH4853 AF 51 RM S                            8.830 METERS 17909     |
 CZ2096|---------------------------------------------------------------------|
 CZ2096
 CZ2096                          SUPERSEDED SURVEY CONTROL
 CZ2096
 CZ2096  NAD 83(1986)-  32 46 39.91331(N)    111 43 20.63183(W) AD(       ) 1
 CZ2096  NAD 27      -  32 46 39.70366(N)    111 43 18.17525(W) AD(       ) 1
 CZ2096  NGVD 29 (07/19/86)  446.04   (m)         1463.4    (f) LEVELING    3  
 CZ2096
 CZ2096.Superseded values are not recommended for survey control.
 CZ2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2096.See file dsdata.txt to determine how the superseded data were derived.
 CZ2096
 CZ2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3234726880(NAD 83)
 CZ2096_MARKER: DD = SURVEY DISK
 CZ2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2096
 CZ2096  HISTORY     - Date     Condition        Report By
 CZ2096  HISTORY     - 1966     MONUMENTED       DMA
 CZ2096  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2096
 CZ2096                          STATION DESCRIPTION
 CZ2096
 CZ2096'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2096'T-7-S.  R-6-E.  IN SECTION 27 NEAR THE SOUTHWEST CORNER.
 CZ2096'
 CZ2096'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2096'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2096'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2096'IS STAMPED--AF 51 1966 ARMY MAP SERVICE.
 CZ2096'
 CZ2096'THE STATION MARK IS LOCATED 78 FEET NORTH OF THE CENTERLINE
 CZ2096'OF EAST-WEST ROAD.  107 FEET EAST OF THE CENTERLINE OF
 CZ2096'NORTH-SOUTH ROAD.  51 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2096'IRRIGATION DITCH.
 CZ2096'
 CZ2096'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2096'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2096'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2096'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 6.9 MILES TO A
 CZ2096'CROSSROAD.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A NORTH-SOUTH
 CZ2096'FIELD LINE AND THE STATION SITE.
 CZ2096
 CZ2096                          STATION RECOVERY (2008)
 CZ2096
 CZ2096'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2096'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2096'MARK. THE ADJUSTED CO-ORDINATES POINT TO A PLOWED FIELD. ASSUMED
 CZ2096'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2099 ***********************************************************************
 CZ2099  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2099  DESIGNATION -  AF 52
 CZ2099  PID         -  CZ2099
 CZ2099  STATE/COUNTY-  AZ/PINAL
 CZ2099  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2099
 CZ2099                         *CURRENT SURVEY CONTROL
 CZ2099  ___________________________________________________________________
 CZ2099* NAD 83(2007)-  32 45 45.22494(N)    111 43 23.06750(W)     ADJUSTED  
 CZ2099* NAVD 88     -       448.56   (meters)    1471.7    (feet)  GPS OBS   
 CZ2099  ___________________________________________________________________
 CZ2099  EPOCH DATE  -        2007.00
 CZ2099  X           -  -1,987,224.474 (meters)                     COMP
 CZ2099  Y           -  -4,987,826.620 (meters)                     COMP
 CZ2099  Z           -   3,432,071.183 (meters)                     COMP
 CZ2099  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CZ2099  ELLIP HEIGHT-         418.335 (meters)          (04/23/08) ADJUSTED
 CZ2099  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2099  HORZ ORDER  -  B
 CZ2099  ELLP ORDER  -  FOURTH    CLASS I
 CZ2099
 CZ2099.The horizontal coordinates were established by GPS observations
 CZ2099.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2099
 CZ2099.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2099.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2099.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2099.The epoch date for horizontal control is a decimal equivalence
 CZ2099.of Year/Month/Day.
 CZ2099
 CZ2099.The orthometric height was determined by GPS observations and a
 CZ2099.high-resolution geoid model.
 CZ2099.The orthometric height was determined by GPS observations and a
 CZ2099.high-resolution geoid model using precise GPS observation and
 CZ2099.processing techniques.
 CZ2099
 CZ2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2099
 CZ2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2099
 CZ2099.The ellipsoidal height was determined by GPS observations
 CZ2099.and is referenced to NAD 83.
 CZ2099
 CZ2099.The geoid height was determined by GEOID03.
 CZ2099
 CZ2099;                    North         East     Units Scale Factor Converg.
 CZ2099;SPC AZ C     -   195,438.380   231,498.332   MT  0.99990406   +0 06 17.2
 CZ2099;SPC AZ C     -   641,202.03    759,508.96   iFT  0.99990406   +0 06 17.2
 CZ2099;UTM  12      - 3,625,196.377   432,272.319   MT  0.99965656   -0 23 28.7
 CZ2099
 CZ2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2099!SPC AZ C     -   0.99993432  x   0.99990406  =   0.99983839
 CZ2099!UTM  12      -   0.99993432  x   0.99965656  =   0.99959091
 CZ2099
 CZ2099|---------------------------------------------------------------------|
 CZ2099| PID    Reference Object                     Distance      Geod. Az  |
 CZ2099|                                                           dddmmss.s |
 CZ2099| CH4854 AF 52 RM E                            8.834 METERS 08914     |
 CZ2099| CH4855 AF 52 RM S                            8.838 METERS 17915     |
 CZ2099| CZ2286 CHUI                                APPROX. 5.9 KM 2672741.4 |
 CZ2099|---------------------------------------------------------------------|
 CZ2099
 CZ2099                          SUPERSEDED SURVEY CONTROL
 CZ2099
 CZ2099  NAD 83(1992)-  32 45 45.22512(N)    111 43 23.06859(W) AD(       ) 1
 CZ2099  NAD 83(1986)-  32 45 45.21942(N)    111 43 23.06886(W) AD(       ) 1
 CZ2099  NAD 27      -  32 45 45.00835(N)    111 43 20.61343(W) AD(       ) 1
 CZ2099  NGVD 29 (07/19/86)  448.37   (m)         1471.0    (f) LEVELING    3  
 CZ2099
 CZ2099.Superseded values are not recommended for survey control.
 CZ2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2099.See file dsdata.txt to determine how the superseded data were derived.
 CZ2099
 CZ2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3227225196(NAD 83)
 CZ2099_MARKER: DD = SURVEY DISK
 CZ2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2099_STAMPING: AF 52 1966 ARMY MAP SERVICE
 CZ2099_MARK LOGO: USACE 
 CZ2099_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ2099_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2099+STABILITY: SURFACE MOTION
 CZ2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2099+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2099
 CZ2099  HISTORY     - Date     Condition        Report By
 CZ2099  HISTORY     - 1966     MONUMENTED       DMA
 CZ2099  HISTORY     - 20061205 GOOD             PSOMAS
 CZ2099  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2099
 CZ2099                          STATION DESCRIPTION
 CZ2099
 CZ2099'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2099'T-8-S.  R-6-E.  IN SECTION 4 NEAR THE NORTHEAST CORNER.
 CZ2099'
 CZ2099'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2099'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2099'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2099'STAMPED--AF 52 1966 ARMY MAP SERVICE.
 CZ2099'
 CZ2099'THE STATION MARK IS LOCATED 81 FEET WEST OF THE CENTERLINE OF
 CZ2099'NORTH-SOUTH ROAD.  122 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2099'ROAD.  100 FEET SOUTH OF THE EAST-WEST POWERLINE.
 CZ2099'
 CZ2099'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2099'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILES TO
 CZ2099'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2099'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T ROAD
 CZ2099'EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD SOUTH AND
 CZ2099'THE STATION SITE.
 CZ2099
 CZ2099                          STATION RECOVERY (2006)
 CZ2099
 CZ2099'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PM)
 CZ2099'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ2099' 
 CZ2099'THE MARK IS LOCATED ABOUT 9.8 MI (15.9 KM) WEST OF ELOY, 8.3 MI (13.3
 CZ2099'KM) SOUTH-SOUTHEAST OF CASA GRANDE AND 3.5 MI (5.7 KM) EAST-NORTHEAST
 CZ2099'OF CHUICHU.
 CZ2099' 
 CZ2099'TO REACH STATION FROM THE INTERSECTION OF TOLOTEC HIGHWAY AND
 CZ2099'INTERSTATE 10, HEAD SOUTH ON TOLTEC HIGHWAY 1.0 MI (1.6 KM) TO
 CZ2099'BATTAGLIA ROAD.  TURN LEFT AND HEAD WEST ON BATTAGLIA ROAD 6.0 MI (9.7
 CZ2099'KM) TO PEART ROAD ON THE RIGHT AND A DIRT ROAD TO THE LEFT (SOUTH).
 CZ2099'TURN LEFT ON TO THE DIRT ROAD AND THE STATION SITE.  THE STATION IS TO
 CZ2099'THE WEST OF THE DIRT ROAD, ACROSS A BARBWIRE FENCE.  STATION IS A U.S.
 CZ2099'ARMY CORPS OF ENGINEERS ARMY MAP SERVICE BRASS DISK IN CONCRETE POST
 CZ2099'AND AERIAL TARGET.
 CZ2099
 CZ2099                          STATION RECOVERY (2007)
 CZ2099
 CZ2099'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2188 ***********************************************************************
 CZ2188  DESIGNATION -  AF 53
 CZ2188  PID         -  CZ2188
 CZ2188  STATE/COUNTY-  AZ/PINAL
 CZ2188  USGS QUAD   -  ELOY NW (1981)
 CZ2188
 CZ2188                         *CURRENT SURVEY CONTROL
 CZ2188  ___________________________________________________________________
 CZ2188* NAD 83(1992)-  32 44 54.44700(N)    111 43 23.13890(W)     ADJUSTED  
 CZ2188* NAVD 88     -       451.88   (+/-2cm)    1482.5    (feet)  VERTCON   
 CZ2188  ___________________________________________________________________
 CZ2188  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2188  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2188  HORZ ORDER  -  FIRST
 CZ2188  VERT ORDER  -  THIRD ? (See Below)
 CZ2188
 CZ2188.The horizontal coordinates were established by classical geodetic methods
 CZ2188.and adjusted by the National Geodetic Survey in August 1993.
 CZ2188
 CZ2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2188.The vertical order pertains to the NGVD 29 superseded value.
 CZ2188
 CZ2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2188
 CZ2188.The geoid height was determined by GEOID03.
 CZ2188
 CZ2188;                    North         East     Units Scale Factor Converg.
 CZ2188;SPC AZ C     -   193,874.285   231,499.333   MT  0.99990406   +0 06 17.0
 CZ2188;SPC AZ C     -   636,070.49    759,512.25   iFT  0.99990406   +0 06 17.0
 CZ2188;UTM  12      - 3,623,632.719   432,259.783   MT  0.99965658   -0 23 28.2
 CZ2188
 CZ2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2188!SPC AZ C     -   0.99993380  x   0.99990406  =   0.99983787
 CZ2188!UTM  12      -   0.99993380  x   0.99965658  =   0.99959040
 CZ2188
 CZ2188:                Primary Azimuth Mark                     Grid Az
 CZ2188:SPC AZ C     -  CASA GRANDE 2                            006 34 29.7
 CZ2188:UTM  12      -  CASA GRANDE 2                            007 04 14.9
 CZ2188
 CZ2188|---------------------------------------------------------------------|
 CZ2188| PID    Reference Object                     Distance      Geod. Az  |
 CZ2188|                                                           dddmmss.s |
 CZ2188| CZ2047 CASA GRANDE 2                       APPROX. 8.0 KM 0064046.7 |
 CZ2188| CH4856 AF 53 RM E                            8.831 METERS 08915     |
 CZ2188| CH4857 AF 53 RM S                            8.830 METERS 17918     |
 CZ2188|---------------------------------------------------------------------|
 CZ2188
 CZ2188                          SUPERSEDED SURVEY CONTROL
 CZ2188
 CZ2188  NAD 83(1986)-  32 44 54.44129(N)    111 43 23.13906(W) AD(       ) 1
 CZ2188  NAD 27      -  32 44 54.22873(N)    111 43 20.68493(W) AD(       ) 1
 CZ2188  NGVD 29 (07/19/86)  451.29   (m)         1480.6    (f) LEVELING    3  
 CZ2188
 CZ2188.Superseded values are not recommended for survey control.
 CZ2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2188.See file dsdata.txt to determine how the superseded data were derived.
 CZ2188
 CZ2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3226023633(NAD 83)
 CZ2188_MARKER: DD = SURVEY DISK
 CZ2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2188
 CZ2188  HISTORY     - Date     Condition        Report By
 CZ2188  HISTORY     - 1966     MONUMENTED       DMA
 CZ2188  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2188
 CZ2188                          STATION DESCRIPTION
 CZ2188
 CZ2188'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2188'T-8-S.  R-6-E.  IN SECTION 4 NEAR THE SOUTHEAST CORNER.
 CZ2188'
 CZ2188'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2188'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2188'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2188'IS STAMPED--AF 53 1966 ARMY MAP SERVICE.
 CZ2188'
 CZ2188'THE STATION MARK IS LOCATED 87 FEET NORTH OF THE CENTERLINE
 CZ2188'OF EAST-WEST ROAD.  64 FEET NORTH OF EAST-WEST POWERLINE.  66
 CZ2188'FEET NORTH OF EAST-WEST FENCE.  76 FEET WEST OF THE CENTERLINE
 CZ2188'OF NORTH-SOUTH ROAD.  51 FEET WEST OF NORTH-SOUTH FENCE.
 CZ2188'
 CZ2188'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2188'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2188'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2188'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T ROAD
 CZ2188'EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD SOUTH.
 CZ2188'TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD AND THE
 CZ2188'STATION SITE.
 CZ2188
 CZ2188                          STATION RECOVERY (2007)
 CZ2188
 CZ2188'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2187 ***********************************************************************
 CZ2187  DESIGNATION -  AF 54
 CZ2187  PID         -  CZ2187
 CZ2187  STATE/COUNTY-  AZ/PINAL
 CZ2187  USGS QUAD   -  ELOY NW (1981)
 CZ2187
 CZ2187                         *CURRENT SURVEY CONTROL
 CZ2187  ___________________________________________________________________
 CZ2187* NAD 83(1992)-  32 44 02.19096(N)    111 43 21.66965(W)     ADJUSTED  
 CZ2187* NAVD 88     -       454.73   (+/-2cm)    1491.9    (feet)  VERTCON   
 CZ2187  ___________________________________________________________________
 CZ2187  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CZ2187  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2187  HORZ ORDER  -  FIRST
 CZ2187  VERT ORDER  -  THIRD ? (See Below)
 CZ2187
 CZ2187.The horizontal coordinates were established by classical geodetic methods
 CZ2187.and adjusted by the National Geodetic Survey in August 1993.
 CZ2187
 CZ2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2187.The vertical order pertains to the NGVD 29 superseded value.
 CZ2187
 CZ2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2187
 CZ2187.The geoid height was determined by GEOID03.
 CZ2187
 CZ2187;                    North         East     Units Scale Factor Converg.
 CZ2187;SPC AZ C     -   192,264.738   231,540.525   MT  0.99990407   +0 06 17.6
 CZ2187;SPC AZ C     -   630,789.82    759,647.39   iFT  0.99990407   +0 06 17.6
 CZ2187;UTM  12      - 3,622,023.275   432,287.039   MT  0.99965654   -0 23 26.9
 CZ2187
 CZ2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2187!SPC AZ C     -   0.99993336  x   0.99990407  =   0.99983743
 CZ2187!UTM  12      -   0.99993336  x   0.99965654  =   0.99958992
 CZ2187
 CZ2187|---------------------------------------------------------------------|
 CZ2187| PID    Reference Object                     Distance      Geod. Az  |
 CZ2187|                                                           dddmmss.s |
 CZ2187| CH4858 AF 54 RM E                            8.821 METERS 08918     |
 CZ2187| CH4859 AF 54 RM S                            8.841 METERS 17914     |
 CZ2187| CZ2286 CHUI                                APPROX. 6.6 KM 2960356.9 |
 CZ2187|---------------------------------------------------------------------|
 CZ2187
 CZ2187                          SUPERSEDED SURVEY CONTROL
 CZ2187
 CZ2187  NAD 83(1986)-  32 44 02.18526(N)    111 43 21.66969(W) AD(       ) 1
 CZ2187  NAD 27      -  32 44 01.97107(N)    111 43 19.21710(W) AD(       ) 1
 CZ2187  NGVD 29 (07/19/86)  454.14   (m)         1490.0    (f) LEVELING    3  
 CZ2187
 CZ2187.Superseded values are not recommended for survey control.
 CZ2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2187.See file dsdata.txt to determine how the superseded data were derived.
 CZ2187
 CZ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3228722023(NAD 83)
 CZ2187_MARKER: DD = SURVEY DISK
 CZ2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2187
 CZ2187  HISTORY     - Date     Condition        Report By
 CZ2187  HISTORY     - 1966     MONUMENTED       DMA
 CZ2187  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2187
 CZ2187                          STATION DESCRIPTION
 CZ2187
 CZ2187'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2187'T-8-S.  R-6-E.  IN SECTION 10 NEAR THE SOUTHWEST CORNER.
 CZ2187'
 CZ2187'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2187'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2187'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2187'IS STAMPED--AF 54 1966 ARMY MAP SERVICE.
 CZ2187'
 CZ2187'THE STATION MARK IS LOCATED 125 FEET EAST OF NORTH-SOUTH
 CZ2187'POWERLINE.  97 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2187'ROAD.  60 FEET EAST OF NORTH-SOUTH FENCE.  71 FEET NORTH OF
 CZ2187'EAST-WEST POWERLINE.  116 FEET NORTH-NORTHEAST OF FENCE CORNER.
 CZ2187'
 CZ2187'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2187'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2187'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2187'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T
 CZ2187'ROAD EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD
 CZ2187'SOUTH.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A FENCE
 CZ2187'CORNER AND THE STATION SITE.
 CZ2187
 CZ2187                          STATION RECOVERY (2007)
 CZ2187
 CZ2187'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2186 ***********************************************************************
 CZ2186  DESIGNATION -  AF 55
 CZ2186  PID         -  CZ2186
 CZ2186  STATE/COUNTY-  AZ/PINAL
 CZ2186  USGS QUAD   -  ELOY NW (1981)
 CZ2186
 CZ2186                         *CURRENT SURVEY CONTROL
 CZ2186  ___________________________________________________________________
 CZ2186* NAD 83(1992)-  32 43 11.86858(N)    111 43 20.35088(W)     ADJUSTED  
 CZ2186* NAVD 88     -       458.56   (+/-2cm)    1504.5    (feet)  VERTCON   
 CZ2186  ___________________________________________________________________
 CZ2186  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2186  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2186  HORZ ORDER  -  FIRST
 CZ2186  VERT ORDER  -  THIRD ? (See Below)
 CZ2186
 CZ2186.The horizontal coordinates were established by classical geodetic methods
 CZ2186.and adjusted by the National Geodetic Survey in August 1993.
 CZ2186
 CZ2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2186.The vertical order pertains to the NGVD 29 superseded value.
 CZ2186
 CZ2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2186
 CZ2186.The geoid height was determined by GEOID03.
 CZ2186
 CZ2186;                    North         East     Units Scale Factor Converg.
 CZ2186;SPC AZ C     -   190,714.749   231,577.701   MT  0.99990409   +0 06 18.2
 CZ2186;SPC AZ C     -   625,704.56    759,769.36   iFT  0.99990409   +0 06 18.2
 CZ2186;UTM  12      - 3,620,473.406   432,310.801   MT  0.99965650   -0 23 25.6
 CZ2186
 CZ2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2186!SPC AZ C     -   0.99993275  x   0.99990409  =   0.99983685
 CZ2186!UTM  12      -   0.99993275  x   0.99965650  =   0.99958928
 CZ2186
 CZ2186|---------------------------------------------------------------------|
 CZ2186| PID    Reference Object                     Distance      Geod. Az  |
 CZ2186|                                                           dddmmss.s |
 CZ2186| CH4860 AF 55 RM E                            8.842 METERS 08919     |
 CZ2186| CH4861 AF 55 RM S                            8.841 METERS 17918     |
 CZ2186| CZ2286 CHUI                                APPROX. 7.5 KM 3064147.5 |
 CZ2186|---------------------------------------------------------------------|
 CZ2186
 CZ2186                          SUPERSEDED SURVEY CONTROL
 CZ2186
 CZ2186  NAD 83(1986)-  32 43 11.86287(N)    111 43 20.35079(W) AD(       ) 1
 CZ2186  NAD 27      -  32 43 11.64696(N)    111 43 17.89959(W) AD(       ) 1
 CZ2186  NGVD 29 (07/19/86)  457.98   (m)         1502.6    (f) LEVELING    3  
 CZ2186
 CZ2186.Superseded values are not recommended for survey control.
 CZ2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2186.See file dsdata.txt to determine how the superseded data were derived.
 CZ2186
 CZ2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3231120473(NAD 83)
 CZ2186_MARKER: DD = SURVEY DISK
 CZ2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2186+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2186
 CZ2186  HISTORY     - Date     Condition        Report By
 CZ2186  HISTORY     - 1966     MONUMENTED       DMA
 CZ2186  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2186
 CZ2186                          STATION DESCRIPTION
 CZ2186
 CZ2186'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2186'T-8-S.  R-6-E IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2186'
 CZ2186'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2186'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2186'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2186'IS STAMPED--AF 55 1966 ARMY MAP SERVICE.
 CZ2186'
 CZ2186'THE STATION MARK IS LOCATED 267 FEET NORTH OF THE CENTERLINE
 CZ2186'OF THE EAST-WEST ROAD.  57 FEET EAST OF THE PROLONGATION OF THE
 CZ2186'CENTERLINE OF THE ROAD SOUTH.  248 FEET NORTH OF THE EAST-WEST
 CZ2186'FENCE.  186 FEET NORTHEAST OF THE NORTH FENCE CORNER.  98 FEET
 CZ2186'NORTHWEST OF THE NORTHEAST-SOUTHWEST DIRT IRRIGATION DITCH.
 CZ2186'
 CZ2186'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2186'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A ROAD
 CZ2186'SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2186'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5 MILES
 CZ2186'TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 3.0 MILES TO A T
 CZ2186'ROAD SOUTH AND THE STATION SITE.
 CZ2186
 CZ2186                          STATION RECOVERY (2008)
 CZ2186
 CZ2186'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2189 ***********************************************************************
 CZ2189  DESIGNATION -  AF 56
 CZ2189  PID         -  CZ2189
 CZ2189  STATE/COUNTY-  AZ/PINAL
 CZ2189  USGS QUAD   -  ELOY NW (1981)
 CZ2189
 CZ2189                         *CURRENT SURVEY CONTROL
 CZ2189  ___________________________________________________________________
 CZ2189* NAD 83(1992)-  32 42 14.01781(N)    111 43 23.38974(W)     ADJUSTED  
 CZ2189* NAVD 88     -       461.32   (+/-2cm)    1513.5    (feet)  VERTCON   
 CZ2189  ___________________________________________________________________
 CZ2189  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CZ2189  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2189  HORZ ORDER  -  FIRST
 CZ2189  VERT ORDER  -  THIRD ? (See Below)
 CZ2189
 CZ2189.The horizontal coordinates were established by classical geodetic methods
 CZ2189.and adjusted by the National Geodetic Survey in August 1993.
 CZ2189
 CZ2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2189.The vertical order pertains to the NGVD 29 superseded value.
 CZ2189
 CZ2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2189
 CZ2189.The geoid height was determined by GEOID03.
 CZ2189
 CZ2189;                    North         East     Units Scale Factor Converg.
 CZ2189;SPC AZ C     -   188,932.664   231,501.826   MT  0.99990406   +0 06 16.4
 CZ2189;SPC AZ C     -   619,857.82    759,520.43   iFT  0.99990406   +0 06 16.4
 CZ2189;UTM  12      - 3,618,692.484   432,219.543   MT  0.99965665   -0 23 26.7
 CZ2189
 CZ2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2189!SPC AZ C     -   0.99993232  x   0.99990406  =   0.99983639
 CZ2189!UTM  12      -   0.99993232  x   0.99965665  =   0.99958900
 CZ2189
 CZ2189:                Primary Azimuth Mark                     Grid Az
 CZ2189:SPC AZ C     -  AF 55                                    002 26 16.8
 CZ2189:UTM  12      -  AF 55                                    002 55 59.9
 CZ2189
 CZ2189|---------------------------------------------------------------------|
 CZ2189| PID    Reference Object                     Distance      Geod. Az  |
 CZ2189|                                                           dddmmss.s |
 CZ2189| CZ2186 AF 55                               APPROX. 1.8 KM 0023233.2 |
 CZ2189| CH4862 AF 56 RM E                            8.823 METERS 08846     |
 CZ2189| CH4863 AF 56 RM S                            8.827 METERS 17849     |
 CZ2189|---------------------------------------------------------------------|
 CZ2189
 CZ2189                          SUPERSEDED SURVEY CONTROL
 CZ2189
 CZ2189  NAD 83(1986)-  32 42 14.01211(N)    111 43 23.38951(W) AD(       ) 1
 CZ2189  NAD 27      -  32 42 13.79437(N)    111 43 20.93975(W) AD(       ) 1
 CZ2189  NGVD 29 (07/19/86)  460.74   (m)         1511.6    (f) LEVELING    3  
 CZ2189
 CZ2189.Superseded values are not recommended for survey control.
 CZ2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2189.See file dsdata.txt to determine how the superseded data were derived.
 CZ2189
 CZ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3222018692(NAD 83)
 CZ2189_MARKER: DD = SURVEY DISK
 CZ2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2189+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2189
 CZ2189  HISTORY     - Date     Condition        Report By
 CZ2189  HISTORY     - 1966     MONUMENTED       DMA
 CZ2189  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2189
 CZ2189                          STATION DESCRIPTION
 CZ2189
 CZ2189'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2189'T-8-S.  R-6-E.  IN SECTION 28 NEAR THE NORTHEAST CORNER.
 CZ2189'
 CZ2189'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2189'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2189'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2189'IS STAMPED--AF 56 1966 ARMY MAP SERVICE.
 CZ2189'
 CZ2189'THE STATION MARK IS LOCATED 292 FEET SOUTH OF THE CENTERLINE OF
 CZ2189'THE EAST-WEST ROAD.  247 FEET SOUTH OF THE EAST-WEST FENCE.  54
 CZ2189'FEET WEST OF THE NORTH-SOUTH FENCE.
 CZ2189'
 CZ2189'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2189'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2189'A ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2189'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5 MILES
 CZ2189'TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 3.0 MILES TO A T
 CZ2189'ROAD SOUTH.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T ROAD AND
 CZ2189'THE STATION SITE.
 CZ2189
 CZ2189                          STATION RECOVERY (2007)
 CZ2189
 CZ2189'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2190 ***********************************************************************
 CZ2190  DESIGNATION -  AF 57
 CZ2190  PID         -  CZ2190
 CZ2190  STATE/COUNTY-  AZ/PINAL
 CZ2190  USGS QUAD   -  ELOY NW (1981)
 CZ2190
 CZ2190                         *CURRENT SURVEY CONTROL
 CZ2190  ___________________________________________________________________
 CZ2190* NAD 83(1992)-  32 41 24.71348(N)    111 43 24.29722(W)     ADJUSTED  
 CZ2190* NAVD 88     -       462.48   (+/-2cm)    1517.3    (feet)  VERTCON   
 CZ2190  ___________________________________________________________________
 CZ2190  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CZ2190  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2190  HORZ ORDER  -  FIRST
 CZ2190  VERT ORDER  -  THIRD ? (See Below)
 CZ2190
 CZ2190.The horizontal coordinates were established by classical geodetic methods
 CZ2190.and adjusted by the National Geodetic Survey in August 1993.
 CZ2190
 CZ2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2190.The vertical order pertains to the NGVD 29 superseded value.
 CZ2190
 CZ2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2190
 CZ2190.The geoid height was determined by GEOID03.
 CZ2190
 CZ2190;                    North         East     Units Scale Factor Converg.
 CZ2190;SPC AZ C     -   187,413.934   231,480.960   MT  0.99990405   +0 06 15.7
 CZ2190;SPC AZ C     -   614,875.11    759,451.97   iFT  0.99990405   +0 06 15.7
 CZ2190;UTM  12      - 3,617,174.367   432,185.560   MT  0.99965671   -0 23 26.6
 CZ2190
 CZ2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2190!SPC AZ C     -   0.99993214  x   0.99990405  =   0.99983620
 CZ2190!UTM  12      -   0.99993214  x   0.99965671  =   0.99958887
 CZ2190
 CZ2190|---------------------------------------------------------------------|
 CZ2190| PID    Reference Object                     Distance      Geod. Az  |
 CZ2190|                                                           dddmmss.s |
 CZ2190| CH4864 AF 57 RM E                            8.844 METERS 08904     |
 CZ2190| CZ2182 AG 57                               APPROX. 1.6 KM 0921228.1 |
 CZ2190| CH4865 AF 57 RM S                            8.825 METERS 17905     |
 CZ2190|---------------------------------------------------------------------|
 CZ2190
 CZ2190                          SUPERSEDED SURVEY CONTROL
 CZ2190
 CZ2190  NAD 83(1986)-  32 41 24.70777(N)    111 43 24.29688(W) AD(       ) 1
 CZ2190  NAD 27      -  32 41 24.48841(N)    111 43 21.84842(W) AD(       ) 1
 CZ2190  NGVD 29 (07/19/86)  461.90   (m)         1515.4    (f) LEVELING    3  
 CZ2190
 CZ2190.Superseded values are not recommended for survey control.
 CZ2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2190.See file dsdata.txt to determine how the superseded data were derived.
 CZ2190
 CZ2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3218617174(NAD 83)
 CZ2190_MARKER: DD = SURVEY DISK
 CZ2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2190
 CZ2190  HISTORY     - Date     Condition        Report By
 CZ2190  HISTORY     - 1966     MONUMENTED       DMA
 CZ2190
 CZ2190                          STATION DESCRIPTION
 CZ2190
 CZ2190'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2190'T-8-S.  R-6-E.  IN SECTION 28 NEAR THE SOUTHEAST CORNER.
 CZ2190'
 CZ2190'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2190'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2190'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2190'IS STAMPED--AF 57 1966 ARMY MAP SERVICE.
 CZ2190'
 CZ2190'THE STATION MARK IS LOCATED 92 FEET NORTH OF THE EAST-WEST
 CZ2190'FENCE.  100 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2190'ROAD.  155 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH TRAIL.
 CZ2190'
 CZ2190'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2190'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2190'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2190'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5
 CZ2190'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2190'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A
 CZ2190'CROSSROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO A FENCE
 CZ2190'CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2191 ***********************************************************************
 CZ2191  DESIGNATION -  AF 58
 CZ2191  PID         -  CZ2191
 CZ2191  STATE/COUNTY-  AZ/PINAL
 CZ2191  USGS QUAD   -  ELOY NW (1981)
 CZ2191
 CZ2191                         *CURRENT SURVEY CONTROL
 CZ2191  ___________________________________________________________________
 CZ2191* NAD 83(1992)-  32 40 30.56941(N)    111 43 25.04376(W)     ADJUSTED  
 CZ2191* NAVD 88     -       466.37   (+/-2cm)    1530.1    (feet)  VERTCON   
 CZ2191  ___________________________________________________________________
 CZ2191  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CZ2191  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2191  HORZ ORDER  -  FIRST
 CZ2191  VERT ORDER  -  THIRD ? (See Below)
 CZ2191
 CZ2191.The horizontal coordinates were established by classical geodetic methods
 CZ2191.and adjusted by the National Geodetic Survey in August 1993.
 CZ2191
 CZ2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2191.The vertical order pertains to the NGVD 29 superseded value.
 CZ2191
 CZ2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2191
 CZ2191.The geoid height was determined by GEOID03.
 CZ2191
 CZ2191;                    North         East     Units Scale Factor Converg.
 CZ2191;SPC AZ C     -   185,746.141   231,464.549   MT  0.99990404   +0 06 15.2
 CZ2191;SPC AZ C     -   609,403.35    759,398.13   iFT  0.99990404   +0 06 15.2
 CZ2191;UTM  12      - 3,615,507.190   432,154.749   MT  0.99965676   -0 23 26.5
 CZ2191
 CZ2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2191!SPC AZ C     -   0.99993153  x   0.99990404  =   0.99983558
 CZ2191!UTM  12      -   0.99993153  x   0.99965676  =   0.99958831
 CZ2191
 CZ2191|---------------------------------------------------------------------|
 CZ2191| PID    Reference Object                     Distance      Geod. Az  |
 CZ2191|                                                           dddmmss.s |
 CZ2191| CH4866 AF 58 RM E                            8.839 METERS 08908     |
 CZ2191| CZ2178 AG 59X                              APPROX. 4.1 KM 1445826.9 |
 CZ2191| CH4867 AF 58 RM S                            8.835 METERS 17906     |
 CZ2191|---------------------------------------------------------------------|
 CZ2191
 CZ2191                          SUPERSEDED SURVEY CONTROL
 CZ2191
 CZ2191  NAD 83(1986)-  32 40 30.56369(N)    111 43 25.04329(W) AD(       ) 1
 CZ2191  NAD 27      -  32 40 30.34277(N)    111 43 22.59617(W) AD(       ) 1
 CZ2191  NGVD 29 (07/19/86)  465.79   (m)         1528.2    (f) LEVELING    3  
 CZ2191
 CZ2191.Superseded values are not recommended for survey control.
 CZ2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2191.See file dsdata.txt to determine how the superseded data were derived.
 CZ2191
 CZ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3215515507(NAD 83)
 CZ2191_MARKER: DD = SURVEY DISK
 CZ2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2191+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2191
 CZ2191  HISTORY     - Date     Condition        Report By
 CZ2191  HISTORY     - 1966     MONUMENTED       DMA
 CZ2191  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2191
 CZ2191                          STATION DESCRIPTION
 CZ2191
 CZ2191'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2191'T-9-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ2191'
 CZ2191'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2191'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2191'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2191'IS STAMPED--AF 58 1966 ARMY MAP SERVICE.
 CZ2191'
 CZ2191'THE STATION MARK IS LOCATED IN THE CENTER OF A EAST-WEST
 CZ2191'TRAIL.  98 FEET SOUTH OF THE EAST-WEST FENCE.  91 FEET SOUTH OF
 CZ2191'THE CENTERLINE OF THE EAST-WEST TRAIL.  127 FEET SOUTHEAST OF THE
 CZ2191'SECTION CORNER.
 CZ2191'
 CZ2191'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2191'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2191'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH
 CZ2191'(ON FLORENCE STREET BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A
 CZ2191'CURVE SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING
 CZ2191'THROUGH THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN
 CZ2191'LEFT AND GO SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TURN LEFT
 CZ2191'AND GO EAST AND SOUTHEAST.  PASSING ALONG NORTH SIDE OF
 CZ2191'RIDGE FOR 2.6 MILES TO A FENCE CORNER.  CONTINUE ON ROAD
 CZ2191'SOUTH FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST
 CZ2191'ON SOUTH SIDE OF FENCE FOR 2.0 MILES TO A T ROAD SOUTH AND
 CZ2191'THE STATION SITE.
 CZ2191
 CZ2191                          STATION RECOVERY (2008)
 CZ2191
 CZ2191'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2191'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ2191'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ2191'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ2191'HARMON ROAD 3.00 MILES TO THE STATION SITE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1863 ***********************************************************************
 CZ1863  DESIGNATION -  AFCRL OBS NE PILLAR
 CZ1863  PID         -  CZ1863
 CZ1863  STATE/COUNTY-  AZ/PIMA
 CZ1863  USGS QUAD   -  MT LEMMON (1981)
 CZ1863
 CZ1863                         *CURRENT SURVEY CONTROL
 CZ1863  ___________________________________________________________________
 CZ1863* NAD 83(1992)-  32 26 34.14008(N)    110 47 19.25859(W)     ADJUSTED  
 CZ1863* NAVD 88     -      2801.3    (meters)    9191.     (feet)  VERTCON   
 CZ1863  ___________________________________________________________________
 CZ1863  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 CZ1863  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1863  HORZ ORDER  -  FIRST
 CZ1863
 CZ1863.The horizontal coordinates were established by classical geodetic methods
 CZ1863.and adjusted by the National Geodetic Survey in August 1993.
 CZ1863
 CZ1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1863
 CZ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1863
 CZ1863.The geoid height was determined by GEOID03.
 CZ1863
 CZ1863;                    North         East     Units Scale Factor Converg.
 CZ1863;SPC AZ C     -   160,526.489   319,423.605   MT  1.00003868   +0 36 18.6
 CZ1863;SPC AZ C     -   526,661.71  1,047,977.71   iFT  1.00003868   +0 36 18.6
 CZ1863;UTM  12      - 3,589,539.952   519,863.520   MT  0.99960487   +0 06 48.1
 CZ1863
 CZ1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1863!SPC AZ C     -   0.99956472  x   1.00003868  =   0.99960339
 CZ1863!UTM  12      -   0.99956472  x   0.99960487  =   0.99916977
 CZ1863
 CZ1863|---------------------------------------------------------------------|
 CZ1863| PID    Reference Object                     Distance      Geod. Az  |
 CZ1863|                                                           dddmmss.s |
 CZ1863| CZ1858 CATALINA 2 TEMP NE                   25.080 METERS 05019     |
 CZ1863| CZ1861 CATALINA 2 RESET AZ MK              APPROX. 0.5 KM 1092941.1 |
 CZ1863| CZ1812 SITE 1                              APPROX. 6.0 KM 1183357.9 |
 CZ1863|---------------------------------------------------------------------|
 CZ1863
 CZ1863                          SUPERSEDED SURVEY CONTROL
 CZ1863
 CZ1863  NAD 83(1986)-  32 26 34.14056(N)    110 47 19.25142(W) AD(       ) 1
 CZ1863  NAD 27      -  32 26 33.86178(N)    110 47 16.89493(W) AD(       ) 1
 CZ1863  NGVD 29 (07/19/86) 2800.3    (m)         9187.     (f) VERT ANG    3  
 CZ1863
 CZ1863.Superseded values are not recommended for survey control.
 CZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1863.See file dsdata.txt to determine how the superseded data were derived.
 CZ1863
 CZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1986489540(NAD 83)
 CZ1863_MARKER: Z = SEE DESCRIPTION
 CZ1863_SETTING: 0 = UNSPECIFIED SETTING
 CZ1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1863
 CZ1863  HISTORY     - Date     Condition        Report By
 CZ1863  HISTORY     - 1971     MONUMENTED       NGS
 CZ1863
 CZ1863                          STATION DESCRIPTION
 CZ1863
 CZ1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1863'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ON THE
 CZ1863'HIGHEST PEAK OF THE SANTA CATALINA MOUNTAINS AND ON A PEAK LOCALLY
 CZ1863'KNOWN AS MOUNT LEMMON.  IT IS ON THE GROUNDS OF THE MOUNT LEMMON
 CZ1863'AIR FORCE STATION.
 CZ1863'
 CZ1863'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION STATION
 CZ1863'CATALINA 2 RESET 1955.
 CZ1863'
 CZ1863'THE STATION IS A PUNCH MARK IN THE CENTER OF THE NORTHEAST STEEL
 CZ1863'PILLAR OF THE TELESCOPE MOUNT ON WHAT IS NOW THE ROOF OF BUILDING
 CZ1863'191.  IT IS 16.1 FEET NORTH-NORTHEAST OF THE CENTER PILLAR, AND
 CZ1863'12.2 FEET WEST OF THE EAST PILLAR.
 CZ1863'
 CZ1863'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2127 ***********************************************************************
 CZ2127  DESIGNATION -  AG 43
 CZ2127  PID         -  CZ2127
 CZ2127  STATE/COUNTY-  AZ/PINAL
 CZ2127  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2127
 CZ2127                         *CURRENT SURVEY CONTROL
 CZ2127  ___________________________________________________________________
 CZ2127* NAD 83(1992)-  32 53 38.31700(N)    111 42 18.23312(W)     ADJUSTED  
 CZ2127* NAVD 88     -       429.32   (+/-2cm)    1408.5    (feet)  VERTCON   
 CZ2127  ___________________________________________________________________
 CZ2127  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2127  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2127  HORZ ORDER  -  FIRST
 CZ2127  VERT ORDER  -  THIRD ? (See Below)
 CZ2127
 CZ2127.The horizontal coordinates were established by classical geodetic methods
 CZ2127.and adjusted by the National Geodetic Survey in August 1993.
 CZ2127
 CZ2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2127.The vertical order pertains to the NGVD 29 superseded value.
 CZ2127
 CZ2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2127
 CZ2127.The geoid height was determined by GEOID03.
 CZ2127
 CZ2127;                    North         East     Units Scale Factor Converg.
 CZ2127;SPC AZ C     -   210,014.242   233,156.535   MT  0.99990483   +0 06 53.7
 CZ2127;SPC AZ C     -   689,023.10    764,949.26   iFT  0.99990483   +0 06 53.7
 CZ2127;UTM  12      - 3,639,753.677   434,056.438   MT  0.99965362   -0 22 58.5
 CZ2127
 CZ2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2127!SPC AZ C     -   0.99993732  x   0.99990483  =   0.99984216
 CZ2127!UTM  12      -   0.99993732  x   0.99965362  =   0.99959097
 CZ2127
 CZ2127|---------------------------------------------------------------------|
 CZ2127| PID    Reference Object                     Distance      Geod. Az  |
 CZ2127|                                                           dddmmss.s |
 CZ2127| CH4868 AG 43 RM E                            8.829 METERS 08908     |
 CZ2127| CH4869 AG 43 RM S                            8.833 METERS 17903     |
 CZ2127| CZ2128 AG 44                               APPROX. 1.6 KM 1815556.8 |
 CZ2127|---------------------------------------------------------------------|
 CZ2127
 CZ2127                          SUPERSEDED SURVEY CONTROL
 CZ2127
 CZ2127  NAD 83(1986)-  32 53 38.31143(N)    111 42 18.23457(W) AD(       ) 1
 CZ2127  NAD 27      -  32 53 38.11184(N)    111 42 15.76827(W) AD(       ) 1
 CZ2127  NGVD 29 (07/19/86)  428.79   (m)         1406.8    (f) LEVELING    3  
 CZ2127
 CZ2127.Superseded values are not recommended for survey control.
 CZ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2127.See file dsdata.txt to determine how the superseded data were derived.
 CZ2127
 CZ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3405639754(NAD 83)
 CZ2127_MARKER: DD = SURVEY DISK
 CZ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2127
 CZ2127  HISTORY     - Date     Condition        Report By
 CZ2127  HISTORY     - 1967     MONUMENTED       DMA
 CZ2127  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 CZ2127
 CZ2127                          STATION DESCRIPTION
 CZ2127
 CZ2127'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2127'T-6-S.  R-6-E.  IN SECTION 23 NEAR THE NORTHWEST CORNER.
 CZ2127'
 CZ2127'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2127'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2127'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2127'IS STAMPED--AG 43 1967 ARMY MAP SERVICE.
 CZ2127'
 CZ2127'THE STATION MARK IS LOCATED 89 FEET SOUTH OF THE CENTERLINE OF
 CZ2127'EAST-WEST ROAD.  75 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2127'ROAD.  64 FEET SOUTH OF THE EAST-WEST POWERLINE.
 CZ2127'
 CZ2127'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2127'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 3.0 MILES TO A T
 CZ2127'ROAD NORTH.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD
 CZ2127'AND THE STATION SITE.
 CZ2127
 CZ2127                          STATION RECOVERY (2007)
 CZ2127
 CZ2127'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2127'THE DESCRIBED LOCATION IS NOW DEVELOPED PRIVATE PROPERTY. ASSUMED
 CZ2127'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2128 ***********************************************************************
 CZ2128  DESIGNATION -  AG 44
 CZ2128  PID         -  CZ2128
 CZ2128  STATE/COUNTY-  AZ/PINAL
 CZ2128  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2128
 CZ2128                         *CURRENT SURVEY CONTROL
 CZ2128  ___________________________________________________________________
 CZ2128* NAD 83(1992)-  32 52 47.55949(N)    111 42 20.26272(W)     ADJUSTED  
 CZ2128* NAVD 88     -       431.45   (+/-2cm)    1415.5    (feet)  VERTCON   
 CZ2128  ___________________________________________________________________
 CZ2128  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CZ2128  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2128  HORZ ORDER  -  FIRST
 CZ2128  VERT ORDER  -  THIRD ? (See Below)
 CZ2128
 CZ2128.The horizontal coordinates were established by classical geodetic methods
 CZ2128.and adjusted by the National Geodetic Survey in August 1993.
 CZ2128
 CZ2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2128.The vertical order pertains to the NGVD 29 superseded value.
 CZ2128
 CZ2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2128
 CZ2128.The geoid height was determined by GEOID03.
 CZ2128
 CZ2128;                    North         East     Units Scale Factor Converg.
 CZ2128;SPC AZ C     -   208,450.640   233,106.917   MT  0.99990481   +0 06 52.4
 CZ2128;SPC AZ C     -   683,893.18    764,786.47   iFT  0.99990481   +0 06 52.4
 CZ2128;UTM  12      - 3,638,190.958   433,993.254   MT  0.99965372   -0 22 59.1
 CZ2128
 CZ2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2128!SPC AZ C     -   0.99993699  x   0.99990481  =   0.99984181
 CZ2128!UTM  12      -   0.99993699  x   0.99965372  =   0.99959073
 CZ2128
 CZ2128:                Primary Azimuth Mark                     Grid Az
 CZ2128:SPC AZ C     -  AG 43                                    001 49 03.3
 CZ2128:UTM  12      -  AG 43                                    002 18 54.8
 CZ2128
 CZ2128|---------------------------------------------------------------------|
 CZ2128| PID    Reference Object                     Distance      Geod. Az  |
 CZ2128|                                                           dddmmss.s |
 CZ2128| CZ2127 AG 43                               APPROX. 1.6 KM 0015555.7 |
 CZ2128| CH4870 AG 44 RM E                            8.787 METERS 08853     |
 CZ2128| CH4871 AG 44 RM S                            8.845 METERS 17848     |
 CZ2128|---------------------------------------------------------------------|
 CZ2128
 CZ2128                          SUPERSEDED SURVEY CONTROL
 CZ2128
 CZ2128  NAD 83(1986)-  32 52 47.55392(N)    111 42 20.26404(W) AD(       ) 1
 CZ2128  NAD 27      -  32 52 47.35291(N)    111 42 17.79925(W) AD(       ) 1
 CZ2128  NGVD 29 (07/19/86)  430.93   (m)         1413.8    (f) LEVELING    3  
 CZ2128
 CZ2128.Superseded values are not recommended for survey control.
 CZ2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2128.See file dsdata.txt to determine how the superseded data were derived.
 CZ2128
 CZ2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3399338191(NAD 83)
 CZ2128_MARKER: DD = SURVEY DISK
 CZ2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2128
 CZ2128  HISTORY     - Date     Condition        Report By
 CZ2128  HISTORY     - 1967     MONUMENTED       DMA
 CZ2128  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ2128
 CZ2128                          STATION DESCRIPTION
 CZ2128
 CZ2128'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2128'T-6-S.  R-6-E.  IN SECTION 22 NEAR THE SOUTHEAST CORNER.
 CZ2128'
 CZ2128'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2128'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2128'PROJECTING 0.05 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2128'IS STAMPED--AG 44 1967 ARMY MAP SERVICE.
 CZ2128'
 CZ2128'THE STATION MARK IS LOCATED 91 FEET NORTH OF THE CENTERLINE OF
 CZ2128'THE EAST-WEST ROAD.  110 FEET WEST OF THE CENTERLINE OF THE
 CZ2128'NORTH-SOUTH ROAD.  95 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2128'IRRIGATION DITCH.
 CZ2128'
 CZ2128'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2128'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 3.0 MILES TO A T
 CZ2128'ROAD NORTH AND THE STATION SITE.
 CZ2128
 CZ2128                          STATION RECOVERY (2007)
 CZ2128
 CZ2128'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2128'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2111 ***********************************************************************
 CZ2111  DESIGNATION -  AG 45
 CZ2111  PID         -  CZ2111
 CZ2111  STATE/COUNTY-  AZ/PINAL
 CZ2111  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2111
 CZ2111                         *CURRENT SURVEY CONTROL
 CZ2111  ___________________________________________________________________
 CZ2111* NAD 83(1992)-  32 51 54.92458(N)    111 42 18.62218(W)     ADJUSTED  
 CZ2111* NAVD 88     -       434.58   (+/-2cm)    1425.8    (feet)  VERTCON   
 CZ2111  ___________________________________________________________________
 CZ2111  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CZ2111  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2111  HORZ ORDER  -  FIRST
 CZ2111  VERT ORDER  -  THIRD ? (See Below)
 CZ2111
 CZ2111.The horizontal coordinates were established by classical geodetic methods
 CZ2111.and adjusted by the National Geodetic Survey in August 1993.
 CZ2111
 CZ2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2111.The vertical order pertains to the NGVD 29 superseded value.
 CZ2111
 CZ2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2111
 CZ2111.The geoid height was determined by GEOID03.
 CZ2111
 CZ2111;                    North         East     Units Scale Factor Converg.
 CZ2111;SPC AZ C     -   206,829.403   233,152.806   MT  0.99990483   +0 06 53.2
 CZ2111;SPC AZ C     -   678,574.16    764,937.03   iFT  0.99990483   +0 06 53.2
 CZ2111;UTM  12      - 3,636,569.791   434,025.055   MT  0.99965367   -0 22 57.7
 CZ2111
 CZ2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2111!SPC AZ C     -   0.99993650  x   0.99990483  =   0.99984133
 CZ2111!UTM  12      -   0.99993650  x   0.99965367  =   0.99959019
 CZ2111
 CZ2111:                Primary Azimuth Mark                     Grid Az
 CZ2111:SPC AZ C     -  AH 45                                    088 59 05.6
 CZ2111:UTM  12      -  AH 45                                    089 28 56.5
 CZ2111
 CZ2111|---------------------------------------------------------------------|
 CZ2111| PID    Reference Object                     Distance      Geod. Az  |
 CZ2111|                                                           dddmmss.s |
 CZ2111| CZ2078 AH 45                               APPROX. 1.5 KM 0890558.8 |
 CZ2111|---------------------------------------------------------------------|
 CZ2111
 CZ2111                          SUPERSEDED SURVEY CONTROL
 CZ2111
 CZ2111  NAD 83(1986)-  32 51 54.91901(N)    111 42 18.62338(W) AD(       ) 1
 CZ2111  NAD 27      -  32 51 54.71644(N)    111 42 16.16024(W) AD(       ) 1
 CZ2111  NGVD 29 (07/19/86)  434.07   (m)         1424.1    (f) LEVELING    3  
 CZ2111
 CZ2111.Superseded values are not recommended for survey control.
 CZ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2111.See file dsdata.txt to determine how the superseded data were derived.
 CZ2111
 CZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3402536570(NAD 83)
 CZ2111_MARKER: DD = SURVEY DISK
 CZ2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2111+STABILITY: SURFACE MOTION
 CZ2111
 CZ2111  HISTORY     - Date     Condition        Report By
 CZ2111  HISTORY     - 1967     MONUMENTED       DMA
 CZ2111  HISTORY     - 1969     SEE DESCRIPTION  DMA
 CZ2111
 CZ2111                          STATION DESCRIPTION
 CZ2111
 CZ2111'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2111'T-6-S.  R-6-E.  IN SECTION 26 NEAR THE SOUTHWEST CORNER.
 CZ2111'
 CZ2111'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2111'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2111'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2111'MARK IS STAMPED--AG 45 1967 ARMY MAP SERVICE.
 CZ2111'
 CZ2111'THE STATION MARK IS LOCATED 83 FEET EAST OF THE NORTH-SOUTH
 CZ2111'POWER LINE.  53 FEET NORTH OF THE EAST-WEST POWER LINE.  84 FEET
 CZ2111'NORTH OF THE EAST-WEST ROAD.
 CZ2111'
 CZ2111'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2111'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.6 MILES TO A
 CZ2111'ROAD EAST.  TURN LEFT AND GO EAST FOR 1.8 MILES TO A CROSSROAD
 CZ2111'AND THE STATION SITE.
 CZ2111
 CZ2111                          STATION RECOVERY (1969)
 CZ2111
 CZ2111'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 CZ2111'1967 MONUMENT DESTROYED RESET IN MARCH 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1017 ***********************************************************************
 CZ1017  DESIGNATION -  AG 46
 CZ1017  PID         -  CZ1017
 CZ1017  STATE/COUNTY-  AZ/PINAL
 CZ1017  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1017
 CZ1017                         *CURRENT SURVEY CONTROL
 CZ1017  ___________________________________________________________________
 CZ1017* NAD 83(1992)-  32 51 00.63436(N)    111 42 18.10625(W)     ADJUSTED  
 CZ1017* NAVD 88     -       437.98   (+/-2cm)    1436.9    (feet)  VERTCON   
 CZ1017  ___________________________________________________________________
 CZ1017  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ1017  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1017  HORZ ORDER  -  FIRST
 CZ1017  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1017
 CZ1017.The horizontal coordinates were established by classical geodetic methods
 CZ1017.and adjusted by the National Geodetic Survey in August 1993.
 CZ1017
 CZ1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1017.The vertical order pertains to the NGVD 29 superseded value.
 CZ1017
 CZ1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1017
 CZ1017.The geoid height was determined by GEOID03.
 CZ1017
 CZ1017;                    North         East     Units Scale Factor Converg.
 CZ1017;SPC AZ C     -   205,157.123   233,169.570   MT  0.99990484   +0 06 53.3
 CZ1017;SPC AZ C     -   673,087.67    764,992.03   iFT  0.99990484   +0 06 53.3
 CZ1017;UTM  12      - 3,634,897.849   434,027.301   MT  0.99965367   -0 22 56.8
 CZ1017
 CZ1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1017!SPC AZ C     -   0.99993597  x   0.99990484  =   0.99984081
 CZ1017!UTM  12      -   0.99993597  x   0.99965367  =   0.99958966
 CZ1017
 CZ1017|---------------------------------------------------------------------|
 CZ1017| PID    Reference Object                     Distance      Geod. Az  |
 CZ1017|                                                           dddmmss.s |
 CZ1017| CH4874 AG 46 RM E                            8.831 METERS 08858     |
 CZ1017| CH4875 AG 46 RM S                            8.835 METERS 17857     |
 CZ1017| CZ2047 CASA GRANDE 2                       APPROX. 3.4 KM 1924843.8 |
 CZ1017|---------------------------------------------------------------------|
 CZ1017
 CZ1017                          SUPERSEDED SURVEY CONTROL
 CZ1017
 CZ1017  NAD 83(1986)-  32 51 00.62879(N)    111 42 18.10733(W) AD(       ) 1
 CZ1017  NAD 27      -  32 51 00.42466(N)    111 42 15.64588(W) AD(       ) 1
 CZ1017  NGVD 29 (??/??/92)  437.477  (m)         1435.29   (f) ADJ UNCH    1 2
 CZ1017
 CZ1017.Superseded values are not recommended for survey control.
 CZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1017.See file dsdata.txt to determine how the superseded data were derived.
 CZ1017
 CZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3402734898(NAD 83)
 CZ1017_MARKER: DD = SURVEY DISK
 CZ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1017_STAMPING: AG 46 1967
 CZ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1017+STABILITY: SURFACE MOTION
 CZ1017
 CZ1017  HISTORY     - Date     Condition        Report By
 CZ1017  HISTORY     - 1967     MONUMENTED       DMA
 CZ1017  HISTORY     - 1967     GOOD             NGS
 CZ1017  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1017  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1017
 CZ1017                          STATION DESCRIPTION
 CZ1017
 CZ1017'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1017'T-7-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ1017'
 CZ1017'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1017'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1017'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1017'IS STAMPED--AG 46 1967 ARMY MAP SERVICE.
 CZ1017'
 CZ1017'THE STATION MARK IS LOCATED 46.0 FEET SOUTH OF EAST-WEST
 CZ1017'FENCE.  62.0 FEET SOUTH OF EAST-WEST POWERLINE.  88.0 FEET SOUTH OF
 CZ1017'THE CENTERLINE OF EAST-WEST ROAD.  213.0 FEET EAST OF THE
 CZ1017'CENTERLINE OF NORTH-SOUTH ROAD.  110.0 FEET EAST OF NORTHEAST
 CZ1017'CORNER OF HOUSE.
 CZ1017'
 CZ1017'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1017'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.9 MILES TO
 CZ1017'A NORTH-SOUTH CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.30 MILE TO
 CZ1017'A CROSSROAD AND THE STATION SITE.
 CZ1017
 CZ1017                          STATION RECOVERY (1967)
 CZ1017
 CZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1017'3.9 MI SE FROM CASA GRANDE.
 CZ1017'ABOUT 3.55 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1017'THE STATION AT CASA GRANDE, THENCE 0.35 MILE NORTH ALONG A GRAVELED
 CZ1017'ROAD, IN S 2, T 7 S, R 6 E, AT THE INTERSECTION OF THE GRAVELED ROAD
 CZ1017'AND A PAVED ROAD, 217 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 CZ1017'ROAD, 89 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 109 FEET
 CZ1017'EAST OF THE NORTHEAST CORNER OF AN ABANDONED HOUSE, 82 FEET SOUTHWEST
 CZ1017'OF A POWER POLE BEARING A TRANSFORMER, ABOUT LEVEL WITH THE ROAD, AND
 CZ1017'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CZ1017
 CZ1017                          STATION RECOVERY (1980)
 CZ1017
 CZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1017'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE FIELD DESCRIBED
 CZ1017'HAS BEEN PLOWED UP AND THE MARK IS BELIEVED DESTROYED.
 CZ1017
 CZ1017                          STATION RECOVERY (1980)
 CZ1017
 CZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1017'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE FIELD DESCRIBED
 CZ1017'HAS BEEN PLOWED UP AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2086 ***********************************************************************
 CZ2086  DESIGNATION -  AG 47
 CZ2086  PID         -  CZ2086
 CZ2086  STATE/COUNTY-  AZ/PINAL
 CZ2086  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2086
 CZ2086                         *CURRENT SURVEY CONTROL
 CZ2086  ___________________________________________________________________
 CZ2086* NAD 83(1992)-  32 50 08.33733(N)    111 42 19.52761(W)     ADJUSTED  
 CZ2086* NAVD 88     -       442.20   (+/-2cm)    1450.8    (feet)  VERTCON   
 CZ2086  ___________________________________________________________________
 CZ2086  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2086  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2086  HORZ ORDER  -  FIRST
 CZ2086  VERT ORDER  -  THIRD ? (See Below)
 CZ2086
 CZ2086.The horizontal coordinates were established by classical geodetic methods
 CZ2086.and adjusted by the National Geodetic Survey in August 1993.
 CZ2086
 CZ2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2086.The vertical order pertains to the NGVD 29 superseded value.
 CZ2086
 CZ2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2086
 CZ2086.The geoid height was determined by GEOID03.
 CZ2086
 CZ2086;                    North         East     Units Scale Factor Converg.
 CZ2086;SPC AZ C     -   203,546.143   233,135.835   MT  0.99990482   +0 06 52.4
 CZ2086;SPC AZ C     -   667,802.31    764,881.35   iFT  0.99990482   +0 06 52.4
 CZ2086;UTM  12      - 3,633,287.626   433,979.601   MT  0.99965374   -0 22 57.1
 CZ2086
 CZ2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2086!SPC AZ C     -   0.99993530  x   0.99990482  =   0.99984013
 CZ2086!UTM  12      -   0.99993530  x   0.99965374  =   0.99958907
 CZ2086
 CZ2086|---------------------------------------------------------------------|
 CZ2086| PID    Reference Object                     Distance      Geod. Az  |
 CZ2086|                                                           dddmmss.s |
 CZ2086| CH4876 AG 47 RM E                            8.829 METERS 08904     |
 CZ2086| CH4877 AG 47 RM S                            8.848 METERS 17855     |
 CZ2086| CZ2047 CASA GRANDE 2                       APPROX. 1.9 KM 2023453.8 |
 CZ2086|---------------------------------------------------------------------|
 CZ2086
 CZ2086                          SUPERSEDED SURVEY CONTROL
 CZ2086
 CZ2086  NAD 83(1986)-  32 50 08.33175(N)    111 42 19.52858(W) AD(       ) 1
 CZ2086  NAD 27      -  32 50 08.12622(N)    111 42 17.06870(W) AD(       ) 1
 CZ2086  NGVD 29 (07/19/86)  441.67   (m)         1449.0    (f) LEVELING    3  
 CZ2086
 CZ2086.Superseded values are not recommended for survey control.
 CZ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2086.See file dsdata.txt to determine how the superseded data were derived.
 CZ2086
 CZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3398033288(NAD 83)
 CZ2086_MARKER: DD = SURVEY DISK
 CZ2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2086
 CZ2086  HISTORY     - Date     Condition        Report By
 CZ2086  HISTORY     - 1966     MONUMENTED       DMA
 CZ2086  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2086
 CZ2086                          STATION DESCRIPTION
 CZ2086
 CZ2086'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2086'T-7-S.  R-6-E.  IN SECTION 11 NEAR THE NORTHWEST CORNER.
 CZ2086'
 CZ2086'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2086'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2086'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2086'IS STAMPED--AG 47 1966 ARMY MAP SERVICE.
 CZ2086'
 CZ2086'THE STATION MARK IS LOCATED 320 FEET SOUTH OF THE EAST-WEST
 CZ2086'FENCE LINE AND 95 FEET EAST OF A LONE SAGUARO CACTUS ABOUT 10
 CZ2086'FEET HIGH.
 CZ2086'
 CZ2086'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2086'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 2.6 MILES TO A
 CZ2086'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.95 MILE TO
 CZ2086'DIRT ROAD ON SOUTH BANK OF CANAL.  TURN LEFT AND GO EASTERLY ON
 CZ2086'SOUTH BANK OF CANAL FOR 1.3 MILES TO POINT OPPOSITE DITCH FROM
 CZ2086'NORTH.  CONTINUE EAST ABOUT 75 FEET, TURN RIGHT (SOUTH) THRU
 CZ2086'FENCE, (AT THIS POINT A GATE IS NEEDED IN A 3 STRAND BARBED
 CZ2086'WIRE FENCE.  SOME CONSTRUCTION WILL ALSO BE NEEDED TO GET HEAVY
 CZ2086'EQUIPMENT OFF CANAL BANK 4 FEET HIGH) AND GO SOUTH 320
 CZ2086'FEET TO STATION SITE.
 CZ2086
 CZ2086                          STATION RECOVERY (2007)
 CZ2086
 CZ2086'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2088 ***********************************************************************
 CZ2088  DESIGNATION -  AG 48
 CZ2088  PID         -  CZ2088
 CZ2088  STATE/COUNTY-  AZ/PINAL
 CZ2088  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2088
 CZ2088                         *CURRENT SURVEY CONTROL
 CZ2088  ___________________________________________________________________
 CZ2088* NAD 83(1992)-  32 49 12.70814(N)    111 42 21.83062(W)     ADJUSTED  
 CZ2088* NAVD 88     -       500.16   (+/-2cm)    1640.9    (feet)  VERTCON   
 CZ2088  ___________________________________________________________________
 CZ2088  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ2088  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2088  HORZ ORDER  -  FIRST
 CZ2088  VERT ORDER  -  THIRD ? (See Below)
 CZ2088
 CZ2088.The horizontal coordinates were established by classical geodetic methods
 CZ2088.and adjusted by the National Geodetic Survey in August 1993.
 CZ2088
 CZ2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2088.The vertical order pertains to the NGVD 29 superseded value.
 CZ2088
 CZ2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2088
 CZ2088.The geoid height was determined by GEOID03.
 CZ2088
 CZ2088;                    North         East     Units Scale Factor Converg.
 CZ2088;SPC AZ C     -   201,832.480   233,079.360   MT  0.99990479   +0 06 50.9
 CZ2088;SPC AZ C     -   662,180.05    764,696.06   iFT  0.99990479   +0 06 50.9
 CZ2088;UTM  12      - 3,631,574.947   433,908.283   MT  0.99965386   -0 22 57.7
 CZ2088
 CZ2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2088!SPC AZ C     -   0.99992621  x   0.99990479  =   0.99983100
 CZ2088!UTM  12      -   0.99992621  x   0.99965386  =   0.99958009
 CZ2088
 CZ2088|---------------------------------------------------------------------|
 CZ2088| PID    Reference Object                     Distance      Geod. Az  |
 CZ2088|                                                           dddmmss.s |
 CZ2088| CH4878 AG 48 RM 1                            8.765 METERS 02737     |
 CZ2088| CH4879 AG 48 RM NE                          16.523 METERS 08533     |
 CZ2088| CZ2043 FOUR                                APPROX. 7.1 KM 0870618.5 |
 CZ2088| CH4880 AG 48 RM S                           10.561 METERS 17750     |
 CZ2088|---------------------------------------------------------------------|
 CZ2088
 CZ2088                          SUPERSEDED SURVEY CONTROL
 CZ2088
 CZ2088  NAD 83(1986)-  32 49 12.70256(N)    111 42 21.83135(W) AD(       ) 1
 CZ2088  NAD 27      -  32 49 12.49574(N)    111 42 19.37259(W) AD(       ) 1
 CZ2088  NGVD 29 (07/19/86)  499.60   (m)         1639.1    (f) LEVELING    3  
 CZ2088
 CZ2088.Superseded values are not recommended for survey control.
 CZ2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2088.See file dsdata.txt to determine how the superseded data were derived.
 CZ2088
 CZ2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3390831575(NAD 83)
 CZ2088_MARKER: DD = SURVEY DISK
 CZ2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2088+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2088
 CZ2088  HISTORY     - Date     Condition        Report By
 CZ2088  HISTORY     - 1966     MONUMENTED       DMA
 CZ2088  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2088
 CZ2088                          STATION DESCRIPTION
 CZ2088
 CZ2088'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2088'T-7-S.  R-6-E.  IN SECTION 15 NEAR THE NORTHEAST CORNER.
 CZ2088'
 CZ2088'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2088'CENTERED IN THE TOP OF A ROUND CONCRETE SLAB WHICH IS 2 FEET IN
 CZ2088'DIAMETER PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2088'MARK IS STAMPED--AG-48 1966 ARMY MAP SERVICE.
 CZ2088'
 CZ2088'THE STATION MARK IS LOCATED APPROXIMATELY 415 FEET SOUTH-SOUTHWEST
 CZ2088'OF THE SECTION CORNER.  APPROXIMATELY 390 FEET SOUTH OF THE
 CZ2088'EAST-WEST SECTION LINE.  APPROXIMATELY 145 FEET WEST OF THE
 CZ2088'NORTH-SOUTH SECTION LINE.  75 FEET SOUTH OF THE DRAIN.  65 FEET
 CZ2088'WEST OF A PALO VERDE TREE.
 CZ2088'
 CZ2088'THE REFERENCE MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2088'CEMENTED IN THE TOP CENTER OF THE NORTH PANEL SEGMENT, 1 FOOT
 CZ2088'SOUTH OF THE NORTH EDGE.
 CZ2088'
 CZ2088'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2088'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2088'PAVED ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY)
 CZ2088'FOR 1.2 MILES TO A T ROAD WEST (JUST SOUTH OF INTERSTATE 8).  TURN
 CZ2088'RIGHT AND GO WEST FOR 1.0 MILES TO A CROSSROAD JUST WEST OF A
 CZ2088'SMALL BLOCK BUILDING.  TURN RIGHT AND GO NORTH FOR 0.25 MILES
 CZ2088'TO A FENCE CORNER.  GO THREW GATE AT FENCE CORNER AND GO NORTH
 CZ2088'ALONG THE WEST SIDE OF FENCE FOR 0.5 MILE TO THE NORTHEAST
 CZ2088'CORNER OF A BORROW PIT.  TURN LEFT AND GO NORTHWEST AND WEST FOR
 CZ2088'0.4 MILE TO THE NORTHWEST CORNER OF THE BORROW PIT.  TURN RIGHT
 CZ2088'ON A DIRT ROAD AND GO NORTHWEST FOR 0.3 MILE TO THE INTERSTATE
 CZ2088'FENCE.  TURN LEFT AND GO SOUTHWEST FOR 0.8 MILE TO THE STATION
 CZ2088'SITE.
 CZ2088
 CZ2088                          STATION RECOVERY (2008)
 CZ2088
 CZ2088'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2090 ***********************************************************************
 CZ2090  DESIGNATION -  AG 49
 CZ2090  PID         -  CZ2090
 CZ2090  STATE/COUNTY-  AZ/PINAL
 CZ2090  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2090
 CZ2090                         *CURRENT SURVEY CONTROL
 CZ2090  ___________________________________________________________________
 CZ2090* NAD 83(1992)-  32 48 24.09256(N)    111 42 25.09739(W)     ADJUSTED  
 CZ2090* NAVD 88     -       687.61   (+/-2cm)    2255.9    (feet)  VERTCON   
 CZ2090  ___________________________________________________________________
 CZ2090  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ2090  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2090  HORZ ORDER  -  FIRST
 CZ2090  VERT ORDER  -  THIRD ? (See Below)
 CZ2090
 CZ2090.The horizontal coordinates were established by classical geodetic methods
 CZ2090.and adjusted by the National Geodetic Survey in August 1993.
 CZ2090
 CZ2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2090.The vertical order pertains to the NGVD 29 superseded value.
 CZ2090
 CZ2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2090
 CZ2090.The geoid height was determined by GEOID03.
 CZ2090
 CZ2090;                    North         East     Units Scale Factor Converg.
 CZ2090;SPC AZ C     -   200,334.811   232,997.364   MT  0.99990475   +0 06 49.0
 CZ2090;SPC AZ C     -   657,266.44    764,427.05   iFT  0.99990475   +0 06 49.0
 CZ2090;UTM  12      - 3,630,078.421   433,813.329   MT  0.99965401   -0 22 59.0
 CZ2090
 CZ2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2090!SPC AZ C     -   0.99989678  x   0.99990475  =   0.99980154
 CZ2090!UTM  12      -   0.99989678  x   0.99965401  =   0.99955083
 CZ2090
 CZ2090|---------------------------------------------------------------------|
 CZ2090| PID    Reference Object                     Distance      Geod. Az  |
 CZ2090|                                                           dddmmss.s |
 CZ2090| CH4882 AG 49 RM NE                          13.539 METERS 02840     |
 CZ2090| CZ2082 AH 49                               APPROX. 1.7 KM 0881546.6 |
 CZ2090| CH4881 AG 49 RM 1                            8.763 METERS 23553     |
 CZ2090| CH4883 AG 49 RM W                           22.017 METERS 27140     |
 CZ2090|---------------------------------------------------------------------|
 CZ2090
 CZ2090                          SUPERSEDED SURVEY CONTROL
 CZ2090
 CZ2090  NAD 83(1986)-  32 48 24.08691(N)    111 42 25.09807(W) AD(       ) 1
 CZ2090  NAD 27      -  32 48 23.87870(N)    111 42 22.64070(W) AD(       ) 1
 CZ2090  NGVD 29 (07/19/86)  687.02   (m)         2254.0    (f) LEVELING    3  
 CZ2090
 CZ2090.Superseded values are not recommended for survey control.
 CZ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2090.See file dsdata.txt to determine how the superseded data were derived.
 CZ2090
 CZ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3381330078(NAD 83)
 CZ2090_MARKER: DD = SURVEY DISK
 CZ2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2090+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2090
 CZ2090  HISTORY     - Date     Condition        Report By
 CZ2090  HISTORY     - 1966     MONUMENTED       DMA
 CZ2090  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2090
 CZ2090                          STATION DESCRIPTION
 CZ2090
 CZ2090'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2090'T-7-S.  R-6-E.  IN SECTION 22 NEAR THE NORTHEAST CORNER.
 CZ2090'
 CZ2090'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2090'CENTERED IN THE TOP OF CIRCULAR CONCRETE SLAB 2 FEET IN DIAMETER
 CZ2090'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2090'IS STAMPED--AG 49 1966 ARMY MAP SERVICE.
 CZ2090'
 CZ2090'THE STATION MARK IS LOCATED 86 FEET SOUTHWEST OF A PALO VERDE
 CZ2090'TREE.  87 FEET EAST-NORTHEAST OF A PALO VERDE TREE.  95 FEET EAST
 CZ2090'OF A PALO VERDE TREE.  60 FEET NORTHEAST OF A PALO VERDE TREE.
 CZ2090'
 CZ2090'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2090'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2090'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA
 CZ2090'CITY) FOR 1.2 MILES TO A T ROAD WEST (JUST SOUTH OF INTERSTATE
 CZ2090'8).  TURN RIGHT AND GO WEST FOR 1.1 MILES TO A CROSSROAD JUST
 CZ2090'WEST OF A GROUP OF BUILDINGS.  CONTINUE WEST FOR 0.5 MILE TO A
 CZ2090'CURVE NORTH AND A TRAIL WEST.  CONTINUE WEST ON TRAIL FOR 0.2
 CZ2090'MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY UP RIDGE
 CZ2090'TO TOP OF MOUNTAIN AND THE STATION SITE.
 CZ2090'
 CZ2090'REFERENCE MARK IS LOCATED 1 FOOT NORTHEAST OF THE SOUTHWEST END
 CZ2090'OF THE SOUTHWEST PANEL LEG.
 CZ2090
 CZ2090                          STATION RECOVERY (2008)
 CZ2090
 CZ2090'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2085 ***********************************************************************
 CZ2085  DESIGNATION -  AG 50
 CZ2085  PID         -  CZ2085
 CZ2085  STATE/COUNTY-  AZ/PINAL
 CZ2085  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2085
 CZ2085                         *CURRENT SURVEY CONTROL
 CZ2085  ___________________________________________________________________
 CZ2085* NAD 83(1992)-  32 47 30.42955(N)    111 42 18.85713(W)     ADJUSTED  
 CZ2085* NAVD 88     -       471.71   (+/-2cm)    1547.6    (feet)  VERTCON   
 CZ2085  ___________________________________________________________________
 CZ2085  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2085  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2085  HORZ ORDER  -  FIRST
 CZ2085  VERT ORDER  -  THIRD ? (See Below)
 CZ2085
 CZ2085.The horizontal coordinates were established by classical geodetic methods
 CZ2085.and adjusted by the National Geodetic Survey in August 1993.
 CZ2085
 CZ2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2085.The vertical order pertains to the NGVD 29 superseded value.
 CZ2085
 CZ2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2085
 CZ2085.The geoid height was determined by GEOID03.
 CZ2085
 CZ2085;                    North         East     Units Scale Factor Converg.
 CZ2085;SPC AZ C     -   198,682.163   233,162.997   MT  0.99990483   +0 06 52.2
 CZ2085;SPC AZ C     -   651,844.37    764,970.46   iFT  0.99990483   +0 06 52.2
 CZ2085;UTM  12      - 3,628,424.815   433,964.595   MT  0.99965377   -0 22 55.1
 CZ2085
 CZ2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2085!SPC AZ C     -   0.99993068  x   0.99990483  =   0.99983551
 CZ2085!UTM  12      -   0.99993068  x   0.99965377  =   0.99958447
 CZ2085
 CZ2085:                Primary Azimuth Mark                     Grid Az
 CZ2085:SPC AZ C     -  STA 1 OF C6                              023 23 18.0
 CZ2085:UTM  12      -  STA 1 OF C6                              023 53 05.3
 CZ2085
 CZ2085|---------------------------------------------------------------------|
 CZ2085| PID    Reference Object                     Distance      Geod. Az  |
 CZ2085|                                                           dddmmss.s |
 CZ2085| CZ2084 STA 1 OF C6                         APPROX. 1.3 KM 0233010.2 |
 CZ2085| CH4884 AG 50 RM E                            8.819 METERS 08916     |
 CZ2085| CH4885 AG 50 RM S                            8.822 METERS 17913     |
 CZ2085|---------------------------------------------------------------------|
 CZ2085
 CZ2085                          SUPERSEDED SURVEY CONTROL
 CZ2085
 CZ2085  NAD 83(1986)-  32 47 30.42389(N)    111 42 18.85762(W) AD(       ) 1
 CZ2085  NAD 27      -  32 47 30.21415(N)    111 42 16.40171(W) AD(       ) 1
 CZ2085  NGVD 29 (07/19/86)  471.12   (m)         1545.7    (f) LEVELING    3  
 CZ2085
 CZ2085.Superseded values are not recommended for survey control.
 CZ2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2085.See file dsdata.txt to determine how the superseded data were derived.
 CZ2085
 CZ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3396528425(NAD 83)
 CZ2085_MARKER: DD = SURVEY DISK
 CZ2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2085+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2085
 CZ2085  HISTORY     - Date     Condition        Report By
 CZ2085  HISTORY     - 1966     MONUMENTED       DMA
 CZ2085  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2085
 CZ2085                          STATION DESCRIPTION
 CZ2085
 CZ2085'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2085'T-7-S.  R-6-E.  IN SECTION 26 NEAR THE NORTHWEST CORNER.
 CZ2085'
 CZ2085'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2085'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2085'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2085'STAMPED--AG 50 1966 ARMY MAP SERVICE.
 CZ2085'
 CZ2085'THE STATION MARK IS LOCATED 56 FEET EAST OF THE CENTERLINE OF THE
 CZ2085'NORTH-SOUTH ROAD.  72 FEET WEST OF THE CENTERLINE OF TRAIL.  86
 CZ2085'FEET SOUTH OF THE DRAIN.  113 FEET SOUTH OF THE EAST-WEST SECTION
 CZ2085'LINE.  106 FEET EAST OF THE NORTH-SOUTH SECTION LINE.  150.3 FEET
 CZ2085'SOUTHEAST OF THE SECTION CORNER.
 CZ2085'
 CZ2085'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2085'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2085'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES TO
 CZ2085'A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH
 CZ2085'FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.50 MILE
 CZ2085'TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.50 MILE TO SECTION
 CZ2085'CORNER AND THE STATION SITE.
 CZ2085
 CZ2085                          STATION RECOVERY (2008)
 CZ2085
 CZ2085'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2087 ***********************************************************************
 CZ2087  DESIGNATION -  AG 51
 CZ2087  PID         -  CZ2087
 CZ2087  STATE/COUNTY-  AZ/PINAL
 CZ2087  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2087
 CZ2087                         *CURRENT SURVEY CONTROL
 CZ2087  ___________________________________________________________________
 CZ2087* NAD 83(1992)-  32 46 41.74293(N)    111 42 21.10579(W)     ADJUSTED  
 CZ2087* NAVD 88     -       451.02   (+/-2cm)    1479.7    (feet)  VERTCON   
 CZ2087  ___________________________________________________________________
 CZ2087  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2087  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2087  HORZ ORDER  -  FIRST
 CZ2087  VERT ORDER  -  THIRD ? (See Below)
 CZ2087
 CZ2087.The horizontal coordinates were established by classical geodetic methods
 CZ2087.and adjusted by the National Geodetic Survey in August 1993.
 CZ2087
 CZ2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2087.The vertical order pertains to the NGVD 29 superseded value.
 CZ2087
 CZ2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2087
 CZ2087.The geoid height was determined by GEOID03.
 CZ2087
 CZ2087;                    North         East     Units Scale Factor Converg.
 CZ2087;SPC AZ C     -   197,182.365   233,107.480   MT  0.99990481   +0 06 50.9
 CZ2087;SPC AZ C     -   646,923.77    764,788.32   iFT  0.99990481   +0 06 50.9
 CZ2087;UTM  12      - 3,626,925.930   433,896.105   MT  0.99965388   -0 22 55.8
 CZ2087
 CZ2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2087!SPC AZ C     -   0.99993393  x   0.99990481  =   0.99983874
 CZ2087!UTM  12      -   0.99993393  x   0.99965388  =   0.99958783
 CZ2087
 CZ2087:                Primary Azimuth Mark                     Grid Az
 CZ2087:SPC AZ C     -  AG 50                                    002 07 11.7
 CZ2087:UTM  12      -  AG 50                                    002 36 58.4
 CZ2087
 CZ2087|---------------------------------------------------------------------|
 CZ2087| PID    Reference Object                     Distance      Geod. Az  |
 CZ2087|                                                           dddmmss.s |
 CZ2087| CZ2085 AG 50                               APPROX. 1.5 KM 0021402.6 |
 CZ2087| CH4886 AG 51 RM E                            8.837 METERS 08928     |
 CZ2087| CH4887 AG 51 RM S                            8.843 METERS 17918     |
 CZ2087|---------------------------------------------------------------------|
 CZ2087
 CZ2087                          SUPERSEDED SURVEY CONTROL
 CZ2087
 CZ2087  NAD 83(1986)-  32 46 41.73732(N)    111 42 21.10617(W) AD(       ) 1
 CZ2087  NAD 27      -  32 46 41.52639(N)    111 42 18.65164(W) AD(       ) 1
 CZ2087  NGVD 29 (07/19/86)  450.43   (m)         1477.8    (f) LEVELING    3  
 CZ2087
 CZ2087.Superseded values are not recommended for survey control.
 CZ2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2087.See file dsdata.txt to determine how the superseded data were derived.
 CZ2087
 CZ2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3389626926(NAD 83)
 CZ2087_MARKER: DD = SURVEY DISK
 CZ2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2087
 CZ2087  HISTORY     - Date     Condition        Report By
 CZ2087  HISTORY     - 1966     MONUMENTED       DMA
 CZ2087  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2087
 CZ2087                          STATION DESCRIPTION
 CZ2087
 CZ2087'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2087'T-7-S.  R-6-E.  IN SECTION 27 NEAR THE SOUTHEAST CORNER.
 CZ2087'
 CZ2087'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2087'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2087'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2087'STAMPED--AG 51 1966 ARMY MAP SERVICE.
 CZ2087'
 CZ2087'THE STATION MARK IS LOCATED 69 FEET WEST OF THE CENTERLINE OF
 CZ2087'NORTH-SOUTH IRRIGATION DITCH.  80 FEET WEST OF EXTENDED POWERLINE
 CZ2087'SOUTH.  114 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2087'ROAD.  67 FEET NORTH OF IRRIGATION DITCH.  246 FEET NORTH OF THE
 CZ2087'CENTERLINE OF EAST-WEST ROAD.
 CZ2087'
 CZ2087'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2087'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILES TO A
 CZ2087'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILES
 CZ2087'TO A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST AND
 CZ2087'SOUTH FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR
 CZ2087'0.50 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.50 MILE
 CZ2087'TO A CROSSROAD AND THE STATION SITE.
 CZ2087
 CZ2087                          STATION RECOVERY (2008)
 CZ2087
 CZ2087'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2087'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2087'MARK. THE ADJUSTED CO-ORDINATES POINT TO A PLOWED FIELD. ASSUMED
 CZ2087'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2112 ***********************************************************************
 CZ2112  DESIGNATION -  AG 52
 CZ2112  PID         -  CZ2112
 CZ2112  STATE/COUNTY-  AZ/PINAL
 CZ2112  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2112
 CZ2112                         *CURRENT SURVEY CONTROL
 CZ2112  ___________________________________________________________________
 CZ2112* NAD 83(1992)-  32 45 42.29995(N)    111 42 18.69928(W)     ADJUSTED  
 CZ2112* NAVD 88     -       452.02   (+/-2cm)    1483.0    (feet)  VERTCON   
 CZ2112  ___________________________________________________________________
 CZ2112  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CZ2112  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2112  HORZ ORDER  -  FIRST
 CZ2112  VERT ORDER  -  THIRD ? (See Below)
 CZ2112
 CZ2112.The horizontal coordinates were established by classical geodetic methods
 CZ2112.and adjusted by the National Geodetic Survey in August 1993.
 CZ2112
 CZ2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2112.The vertical order pertains to the NGVD 29 superseded value.
 CZ2112
 CZ2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2112
 CZ2112.The geoid height was determined by GEOID03.
 CZ2112
 CZ2112;                    North         East     Units Scale Factor Converg.
 CZ2112;SPC AZ C     -   195,351.488   233,173.759   MT  0.99990484   +0 06 52.0
 CZ2112;SPC AZ C     -   640,916.96    765,005.77   iFT  0.99990484   +0 06 52.0
 CZ2112;UTM  12      - 3,625,095.007   433,946.513   MT  0.99965380   -0 22 53.9
 CZ2112
 CZ2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2112!SPC AZ C     -   0.99993377  x   0.99990484  =   0.99983862
 CZ2112!UTM  12      -   0.99993377  x   0.99965380  =   0.99958760
 CZ2112
 CZ2112:                Primary Azimuth Mark                     Grid Az
 CZ2112:SPC AZ C     -  AH 52                                    086 14 22.1
 CZ2112:UTM  12      -  AH 52                                    086 44 08.0
 CZ2112
 CZ2112|---------------------------------------------------------------------|
 CZ2112| PID    Reference Object                     Distance      Geod. Az  |
 CZ2112|                                                           dddmmss.s |
 CZ2112| CZ2077 AH 52                               APPROX. 1.6 KM 0862114.1 |
 CZ2112|---------------------------------------------------------------------|
 CZ2112
 CZ2112                          SUPERSEDED SURVEY CONTROL
 CZ2112
 CZ2112  NAD 83(1986)-  32 45 42.29435(N)    111 42 18.69953(W) AD(       ) 1
 CZ2112  NAD 27      -  32 45 42.08186(N)    111 42 16.24591(W) AD(       ) 1
 CZ2112  NGVD 29 (07/19/86)  451.43   (m)         1481.1    (f) LEVELING    3  
 CZ2112
 CZ2112.Superseded values are not recommended for survey control.
 CZ2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2112.See file dsdata.txt to determine how the superseded data were derived.
 CZ2112
 CZ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3394725095(NAD 83)
 CZ2112_MARKER: DD = SURVEY DISK
 CZ2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2112+STABILITY: SURFACE MOTION
 CZ2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2112+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2112
 CZ2112  HISTORY     - Date     Condition        Report By
 CZ2112  HISTORY     - 1966     MONUMENTED       DMA
 CZ2112  HISTORY     - 1968     MARK NOT FOUND   DMA
 CZ2112  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2112
 CZ2112                          STATION DESCRIPTION
 CZ2112
 CZ2112'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2112'T-8-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ2112'
 CZ2112'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2112'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2112'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2112'STAMPED--AG 52 1966 ARMY MAP SERVICE.
 CZ2112'
 CZ2112'THE STATION MARK IS LOCATED 140 FEET EAST OF NORTH-SOUTH
 CZ2112'POWERLINE.  61 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2112'IRRIGATION DITCH.  89 FEET EAST OF CENTERLINE OF NORTH-SOUTH
 CZ2112'IRRIGATION DITCH.  111 FEET EAST OF THE CENTERLINE OF
 CZ2112'NORTH-SOUTH ROAD.  89 FEET SOUTH OF EAST-WEST LEVEE.  447 FEET
 CZ2112'SOUTHEAST OF THE INTERSECTING CENTERLINES OF CROSSROADS.
 CZ2112'
 CZ2112'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2112'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2112'CROSSROAD (FLORENCE STREET).  TURN RIGHT AND GO SOUTHWEST AND SOUTH
 CZ2112'ON FLORENCE STREET (CHUICHU ROAD) FOR 7.9 MILES TO INDIAN
 CZ2112'RESERVATION AND ROAD EAST (BATTAGLIA ROAD).  TURN LEFT AND GO
 CZ2112'EAST FOR 3.0 MILES TO CROSSROAD AND THE STATION SITE.
 CZ2112
 CZ2112                          STATION RECOVERY (1968)
 CZ2112
 CZ2112'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2112'NOT FOUND BY AMS FIELD PARTY AFTER SEARCH AND DIGGING.
 CZ2112'
 CZ2112'MARK WILL BE RESET 1968 IF ORIGINAL IS NOT FOUND.
 CZ2112
 CZ2112                          STATION RECOVERY (2007)
 CZ2112
 CZ2112'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2180 ***********************************************************************
 CZ2180  DESIGNATION -  AG 53
 CZ2180  PID         -  CZ2180
 CZ2180  STATE/COUNTY-  AZ/PINAL
 CZ2180  USGS QUAD   -  ELOY NW (1981)
 CZ2180
 CZ2180                         *CURRENT SURVEY CONTROL
 CZ2180  ___________________________________________________________________
 CZ2180* NAD 83(1992)-  32 44 52.85980(N)    111 42 22.34143(W)     ADJUSTED  
 CZ2180* NAVD 88     -       454.11   (+/-2cm)    1489.9    (feet)  VERTCON   
 CZ2180  ___________________________________________________________________
 CZ2180  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CZ2180  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2180  HORZ ORDER  -  FIRST
 CZ2180  VERT ORDER  -  THIRD ? (See Below)
 CZ2180
 CZ2180.The horizontal coordinates were established by classical geodetic methods
 CZ2180.and adjusted by the National Geodetic Survey in August 1993.
 CZ2180
 CZ2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2180.The vertical order pertains to the NGVD 29 superseded value.
 CZ2180
 CZ2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2180
 CZ2180.The geoid height was determined by GEOID03.
 CZ2180
 CZ2180;                    North         East     Units Scale Factor Converg.
 CZ2180;SPC AZ C     -   193,828.414   233,081.994   MT  0.99990479   +0 06 49.9
 CZ2180;SPC AZ C     -   635,919.99    764,704.70   iFT  0.99990479   +0 06 49.9
 CZ2180;UTM  12      - 3,623,573.167   433,841.594   MT  0.99965397   -0 22 55.3
 CZ2180
 CZ2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2180!SPC AZ C     -   0.99993345  x   0.99990479  =   0.99983825
 CZ2180!UTM  12      -   0.99993345  x   0.99965397  =   0.99958744
 CZ2180
 CZ2180|---------------------------------------------------------------------|
 CZ2180| PID    Reference Object                     Distance      Geod. Az  |
 CZ2180|                                                           dddmmss.s |
 CZ2180| CH4890 AG 53 RM E                            8.827 METERS 08905     |
 CZ2180| CH4891 AG 53 RM S                            8.838 METERS 17904     |
 CZ2180| CZ2188 AF 53                               APPROX. 1.6 KM 2714626.5 |
 CZ2180|---------------------------------------------------------------------|
 CZ2180
 CZ2180                          SUPERSEDED SURVEY CONTROL
 CZ2180
 CZ2180  NAD 83(1986)-  32 44 52.85419(N)    111 42 22.34157(W) AD(       ) 1
 CZ2180  NAD 27      -  32 44 52.64032(N)    111 42 19.88929(W) AD(       ) 1
 CZ2180  NGVD 29 (07/19/86)  453.52   (m)         1487.9    (f) LEVELING    3  
 CZ2180
 CZ2180.Superseded values are not recommended for survey control.
 CZ2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2180.See file dsdata.txt to determine how the superseded data were derived.
 CZ2180
 CZ2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3384223573(NAD 83)
 CZ2180_MARKER: DD = SURVEY DISK
 CZ2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2180+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2180
 CZ2180  HISTORY     - Date     Condition        Report By
 CZ2180  HISTORY     - 1966     MONUMENTED       DMA
 CZ2180  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2180
 CZ2180                          STATION DESCRIPTION
 CZ2180
 CZ2180'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2180'T-8-S.  R-6-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2180'
 CZ2180'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2180'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2180'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2180'GROUND.  THE MARK IS STAMPED--AG 53 1966 ARMY MAP SERVICE.
 CZ2180'
 CZ2180'THE STATION MARK IS LOCATED 53 FEET WEST-NORTHWEST OF THE
 CZ2180'NORTHWEST CORNER OF A HOUSE.  113 FEET WEST OF THE CENTERLINE
 CZ2180'OF NORTH-SOUTH CONCRETE IRRIGATION DITCH.  162 FEET WEST OF THE
 CZ2180'CENTERLINE OF NORTH-SOUTH ROAD.  133 FEET WEST OF NORTH-SOUTH
 CZ2180'POWERLINE.  117 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2180'
 CZ2180'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2180'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 1.3 MILE TO A
 CZ2180'NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.15 MILE TO
 CZ2180'A FIVE POINT INTERSECTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH
 CZ2180'FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.50
 CZ2180'MILE TO CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.50 MILES TO A
 CZ2180'CROSSROAD AND THE STATION SITE.
 CZ2180
 CZ2180                          STATION RECOVERY (2007)
 CZ2180
 CZ2180'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2183 ***********************************************************************
 CZ2183  DESIGNATION -  AG 54
 CZ2183  PID         -  CZ2183
 CZ2183  STATE/COUNTY-  AZ/PINAL
 CZ2183  USGS QUAD   -  ELOY NW (1981)
 CZ2183
 CZ2183                         *CURRENT SURVEY CONTROL
 CZ2183  ___________________________________________________________________
 CZ2183* NAD 83(1992)-  32 44 02.13698(N)    111 42 23.16068(W)     ADJUSTED  
 CZ2183* NAVD 88     -       456.91   (+/-2cm)    1499.0    (feet)  VERTCON   
 CZ2183  ___________________________________________________________________
 CZ2183  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CZ2183  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2183  HORZ ORDER  -  FIRST
 CZ2183  VERT ORDER  -  THIRD ? (See Below)
 CZ2183
 CZ2183.The horizontal coordinates were established by classical geodetic methods
 CZ2183.and adjusted by the National Geodetic Survey in August 1993.
 CZ2183
 CZ2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2183.The vertical order pertains to the NGVD 29 superseded value.
 CZ2183
 CZ2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2183
 CZ2183.The geoid height was determined by GEOID03.
 CZ2183
 CZ2183;                    North         East     Units Scale Factor Converg.
 CZ2183;SPC AZ C     -   192,265.981   233,063.770   MT  0.99990479   +0 06 49.3
 CZ2183;SPC AZ C     -   630,793.90    764,644.91   iFT  0.99990479   +0 06 49.3
 CZ2183;UTM  12      - 3,622,011.342   433,809.858   MT  0.99965402   -0 22 55.2
 CZ2183
 CZ2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2183!SPC AZ C     -   0.99993301  x   0.99990479  =   0.99983781
 CZ2183!UTM  12      -   0.99993301  x   0.99965402  =   0.99958705
 CZ2183
 CZ2183|---------------------------------------------------------------------|
 CZ2183| PID    Reference Object                     Distance      Geod. Az  |
 CZ2183|                                                           dddmmss.s |
 CZ2183| CH4892 AG 54 RM E                            8.837 METERS 08922     |
 CZ2183| CH3996 AG 54 RM S                            8.833 METERS 17933     |
 CZ2183| CZ2047 CASA GRANDE 2                       APPROX. 9.6 KM 3561217.1 |
 CZ2183|---------------------------------------------------------------------|
 CZ2183
 CZ2183                          SUPERSEDED SURVEY CONTROL
 CZ2183
 CZ2183  NAD 83(1986)-  32 44 02.13137(N)    111 42 23.16071(W) AD(       ) 1
 CZ2183  NAD 27      -  32 44 01.91598(N)    111 42 20.70986(W) AD(       ) 1
 CZ2183  NGVD 29 (07/19/86)  456.33   (m)         1497.1    (f) LEVELING    3  
 CZ2183
 CZ2183.Superseded values are not recommended for survey control.
 CZ2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2183.See file dsdata.txt to determine how the superseded data were derived.
 CZ2183
 CZ2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3381022011(NAD 83)
 CZ2183_MARKER: DD = SURVEY DISK
 CZ2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2183
 CZ2183  HISTORY     - Date     Condition        Report By
 CZ2183  HISTORY     - 1966     MONUMENTED       DMA
 CZ2183  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2183
 CZ2183                          STATION DESCRIPTION
 CZ2183
 CZ2183'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2183'T-8-S.  R-6-E.  IN SECTION 10 NEAR THE SOUTHEAST CORNER.
 CZ2183'
 CZ2183'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2183'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2183'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2183'IS STAMPED--AG 54 1966 ARMY MAP SERVICE.
 CZ2183'
 CZ2183'THE STATION MARK IS LOCATED 187 FEET WEST OF THE CENTERLINE OF
 CZ2183'NORTH-SOUTH ROAD.  46 FEET NORTH OF EAST-WEST POWERLINE.  74 FEET
 CZ2183'NORTH OF EAST-WEST FENCE.  160 FEET WEST OF NORTH-SOUTH
 CZ2183'FENCE.  162 FEET WEST OF NORTH-SOUTH POWERLINE.  60 FEET
 CZ2183'SOUTHWEST OF NORTHWEST-SOUTHEAST IRRIGATION DITCH.  115 FEET
 CZ2183'NORTH OF EAST-WEST ROAD.
 CZ2183'
 CZ2183'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2183'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2183'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 CZ2183'FLORENCE STREET (BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A T ROAD
 CZ2183'EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD
 CZ2183'SOUTH.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A FENCE
 CZ2183'CORNER.  TURN LEFT (GOING THROUGH GATE IN FENCE) AND GO
 CZ2183'EAST ON DIM TRAIL FOR 1.0 MILE TO A FENCE CORNER AND THE
 CZ2183'STATION SITE.
 CZ2183
 CZ2183                          STATION RECOVERY (2007)
 CZ2183
 CZ2183'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2179 ***********************************************************************
 CZ2179  DESIGNATION -  AG 55
 CZ2179  PID         -  CZ2179
 CZ2179  STATE/COUNTY-  AZ/PINAL
 CZ2179  USGS QUAD   -  ELOY NW (1981)
 CZ2179
 CZ2179                         *CURRENT SURVEY CONTROL
 CZ2179  ___________________________________________________________________
 CZ2179* NAD 83(1992)-  32 43 09.88447(N)    111 42 20.88938(W)     ADJUSTED  
 CZ2179* NAVD 88     -       460.52   (+/-2cm)    1510.9    (feet)  VERTCON   
 CZ2179  ___________________________________________________________________
 CZ2179  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CZ2179  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2179  HORZ ORDER  -  FIRST
 CZ2179  VERT ORDER  -  THIRD ? (See Below)
 CZ2179
 CZ2179.The horizontal coordinates were established by classical geodetic methods
 CZ2179.and adjusted by the National Geodetic Survey in August 1993.
 CZ2179
 CZ2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2179.The vertical order pertains to the NGVD 29 superseded value.
 CZ2179
 CZ2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2179
 CZ2179.The geoid height was determined by GEOID03.
 CZ2179
 CZ2179;                    North         East     Units Scale Factor Converg.
 CZ2179;SPC AZ C     -   190,656.593   233,126.104   MT  0.99990482   +0 06 50.3
 CZ2179;SPC AZ C     -   625,513.76    764,849.42   iFT  0.99990482   +0 06 50.3
 CZ2179;UTM  12      - 3,620,401.879   433,858.257   MT  0.99965394   -0 22 53.5
 CZ2179
 CZ2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2179!SPC AZ C     -   0.99993245  x   0.99990482  =   0.99983727
 CZ2179!UTM  12      -   0.99993245  x   0.99965394  =   0.99958641
 CZ2179
 CZ2179|---------------------------------------------------------------------|
 CZ2179| PID    Reference Object                     Distance      Geod. Az  |
 CZ2179|                                                           dddmmss.s |
 CZ2179| CH3997 AG 55 RM E                            8.842 METERS 08916     |
 CZ2179| CH3998 AG 55 RM S                            8.829 METERS 17913     |
 CZ2179| CZ2286 CHUI                                APPROX. 8.8 KM 3005856.7 |
 CZ2179|---------------------------------------------------------------------|
 CZ2179
 CZ2179                          SUPERSEDED SURVEY CONTROL
 CZ2179
 CZ2179  NAD 83(1986)-  32 43 09.87887(N)    111 42 20.88929(W) AD(       ) 1
 CZ2179  NAD 27      -  32 43 09.66175(N)    111 42 18.43997(W) AD(       ) 1
 CZ2179  NGVD 29 (07/19/86)  459.94   (m)         1509.0    (f) LEVELING    3  
 CZ2179
 CZ2179.Superseded values are not recommended for survey control.
 CZ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2179.See file dsdata.txt to determine how the superseded data were derived.
 CZ2179
 CZ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3385820402(NAD 83)
 CZ2179_MARKER: DD = SURVEY DISK
 CZ2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2179+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2179
 CZ2179  HISTORY     - Date     Condition        Report By
 CZ2179  HISTORY     - 1966     MONUMENTED       DMA
 CZ2179  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2179
 CZ2179                          STATION DESCRIPTION
 CZ2179
 CZ2179'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2179'T-8-S.  R-6-E.  IN SECTION 14 NEAR THE SOUTHWEST CORNER.
 CZ2179'
 CZ2179'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2179'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2179'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2179'MARK IS STAMPED--AG 55 1966 ARMY MAP SERVICE.
 CZ2179'
 CZ2179'THE STATION IS LOCATED 60 FEET NORTH OF EAST-WEST CONCRETE
 CZ2179'IRRIGATION DITCH.  90 FEET NORTH OF EAST-WEST ROAD.  125 FEET
 CZ2179'EAST OF CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  57 FEET EAST
 CZ2179'OF NORTH-SOUTH FIELD ROAD.
 CZ2179'
 CZ2179'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2179'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2179'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2179'CITY.  FORM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5
 CZ2179'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO A
 CZ2179'FIELD ROAD SOUTH AND THE STATION SITE.
 CZ2179
 CZ2179                          STATION RECOVERY (2008)
 CZ2179
 CZ2179'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2181 ***********************************************************************
 CZ2181  DESIGNATION -  AG 56
 CZ2181  PID         -  CZ2181
 CZ2181  STATE/COUNTY-  AZ/PINAL
 CZ2181  USGS QUAD   -  ELOY NW (1981)
 CZ2181
 CZ2181                         *CURRENT SURVEY CONTROL
 CZ2181  ___________________________________________________________________
 CZ2181* NAD 83(1992)-  32 42 15.55253(N)    111 42 22.51884(W)     ADJUSTED  
 CZ2181* NAVD 88     -       463.69   (+/-2cm)    1521.3    (feet)  VERTCON   
 CZ2181  ___________________________________________________________________
 CZ2181  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2181  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2181  HORZ ORDER  -  FIRST
 CZ2181  VERT ORDER  -  THIRD ? (See Below)
 CZ2181
 CZ2181.The horizontal coordinates were established by classical geodetic methods
 CZ2181.and adjusted by the National Geodetic Survey in August 1993.
 CZ2181
 CZ2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2181.The vertical order pertains to the NGVD 29 superseded value.
 CZ2181
 CZ2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2181
 CZ2181.The geoid height was determined by GEOID03.
 CZ2181
 CZ2181;                    North         East     Units Scale Factor Converg.
 CZ2181;SPC AZ C     -   188,982.956   233,086.996   MT  0.99990480   +0 06 49.3
 CZ2181;SPC AZ C     -   620,022.82    764,721.12   iFT  0.99990480   +0 06 49.3
 CZ2181;UTM  12      - 3,618,729.062   433,804.694   MT  0.99965403   -0 22 53.8
 CZ2181
 CZ2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2181!SPC AZ C     -   0.99993195  x   0.99990480  =   0.99983676
 CZ2181!UTM  12      -   0.99993195  x   0.99965403  =   0.99958600
 CZ2181
 CZ2181|---------------------------------------------------------------------|
 CZ2181| PID    Reference Object                     Distance      Geod. Az  |
 CZ2181|                                                           dddmmss.s |
 CZ2181| CH3999 AG 56 RM E                            8.830 METERS 08913     |
 CZ2181| CH4000 AG 56 RM S                            8.833 METERS 17910     |
 CZ2181| CZ2047 CASA GRANDE 2                       APPROX.12.8 KM 3570602.6 |
 CZ2181|---------------------------------------------------------------------|
 CZ2181
 CZ2181                          SUPERSEDED SURVEY CONTROL
 CZ2181
 CZ2181  NAD 83(1986)-  32 42 15.54694(N)    111 42 22.51861(W) AD(       ) 1
 CZ2181  NAD 27      -  32 42 15.32799(N)    111 42 20.07032(W) AD(       ) 1
 CZ2181  NGVD 29 (07/19/86)  463.11   (m)         1519.4    (f) LEVELING    3  
 CZ2181
 CZ2181.Superseded values are not recommended for survey control.
 CZ2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2181.See file dsdata.txt to determine how the superseded data were derived.
 CZ2181
 CZ2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3380518729(NAD 83)
 CZ2181_MARKER: DD = SURVEY DISK
 CZ2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2181
 CZ2181  HISTORY     - Date     Condition        Report By
 CZ2181  HISTORY     - 1966     MONUMENTED       DMA
 CZ2181  HISTORY     - 1968     POOR             DMA
 CZ2181  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2181
 CZ2181                          STATION DESCRIPTION
 CZ2181
 CZ2181'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2181'T-8-S.  R-6-E.  IN SECTION 27 NEAR THE NORTHEAST CORNER.
 CZ2181'
 CZ2181'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2181'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2181'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2181'IS STAMPED--AG 56 1966 ARMY MAP SERVICE.
 CZ2181'
 CZ2181'THE STATION MARK IS LOCATED 100 FEET SOUTH OF THE EAST-WEST
 CZ2181'POWERLINE.  77 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2181'ROAD.  49 FEET SOUTH OF THE CENTERLINE OF EAST-WEST IRRIGATION
 CZ2181'DITCH.  88 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2181'ROAD.  72 FEET WEST OF NORTH-SOUTH POWERLINE.
 CZ2181'
 CZ2181'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2181'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2181'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2181'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5
 CZ2181'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2181'A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T ROAD
 CZ2181'WEST.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO THE STATION SITE.
 CZ2181
 CZ2181                          STATION RECOVERY (1968)
 CZ2181
 CZ2181'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2181'FOUND DISTURBED.
 CZ2181
 CZ2181                          STATION RECOVERY (2007)
 CZ2181
 CZ2181'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2182 ***********************************************************************
 CZ2182  DESIGNATION -  AG 57
 CZ2182  PID         -  CZ2182
 CZ2182  STATE/COUNTY-  AZ/PINAL
 CZ2182  USGS QUAD   -  ELOY NW (1981)
 CZ2182
 CZ2182                         *CURRENT SURVEY CONTROL
 CZ2182  ___________________________________________________________________
 CZ2182* NAD 83(1992)-  32 41 22.69697(N)    111 42 22.57240(W)     ADJUSTED  
 CZ2182* NAVD 88     -       465.94   (+/-2cm)    1528.7    (feet)  VERTCON   
 CZ2182  ___________________________________________________________________
 CZ2182  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CZ2182  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2182  HORZ ORDER  -  FIRST
 CZ2182  VERT ORDER  -  THIRD ? (See Below)
 CZ2182
 CZ2182.The horizontal coordinates were established by classical geodetic methods
 CZ2182.and adjusted by the National Geodetic Survey in August 1993.
 CZ2182
 CZ2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2182.The vertical order pertains to the NGVD 29 superseded value.
 CZ2182
 CZ2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2182
 CZ2182.The geoid height was determined by GEOID03.
 CZ2182
 CZ2182;                    North         East     Units Scale Factor Converg.
 CZ2182;SPC AZ C     -   187,354.880   233,088.831   MT  0.99990480   +0 06 49.1
 CZ2182;SPC AZ C     -   614,681.36    764,727.14   iFT  0.99990480   +0 06 49.1
 CZ2182;UTM  12      - 3,617,101.439   433,792.461   MT  0.99965405   -0 22 53.3
 CZ2182
 CZ2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2182!SPC AZ C     -   0.99993160  x   0.99990480  =   0.99983640
 CZ2182!UTM  12      -   0.99993160  x   0.99965405  =   0.99958567
 CZ2182
 CZ2182|---------------------------------------------------------------------|
 CZ2182| PID    Reference Object                     Distance      Geod. Az  |
 CZ2182|                                                           dddmmss.s |
 CZ2182| CH4001 AG 57 RM E                            8.828 METERS 08911     |
 CZ2182| CZ2178 AG 59X                              APPROX. 5.0 KM 1714545.0 |
 CZ2182| CH4002 AG 57 RM S                            8.848 METERS 17906     |
 CZ2182|---------------------------------------------------------------------|
 CZ2182
 CZ2182                          SUPERSEDED SURVEY CONTROL
 CZ2182
 CZ2182  NAD 83(1986)-  32 41 22.69137(N)    111 42 22.57205(W) AD(       ) 1
 CZ2182  NAD 27      -  32 41 22.47083(N)    111 42 20.12536(W) AD(       ) 1
 CZ2182  NGVD 29 (07/19/86)  465.37   (m)         1526.8    (f) LEVELING    3  
 CZ2182
 CZ2182.Superseded values are not recommended for survey control.
 CZ2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2182.See file dsdata.txt to determine how the superseded data were derived.
 CZ2182
 CZ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3379217101(NAD 83)
 CZ2182_MARKER: DD = SURVEY DISK
 CZ2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2182
 CZ2182  HISTORY     - Date     Condition        Report By
 CZ2182  HISTORY     - 1966     MONUMENTED       DMA
 CZ2182  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2182
 CZ2182                          STATION DESCRIPTION
 CZ2182
 CZ2182'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2182'T-8-S.  R-6-E.  IN SECTION 34 NEAR THE NORTHEAST CORNER.
 CZ2182'
 CZ2182'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2182'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2182'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2182'IS STAMPED--AG 57 1966 ARMY MAP SERVICE.
 CZ2182'
 CZ2182'THE STATION MARK IS LOCATED 33 FEET NORTH OF THE CENTERLINE OF
 CZ2182'EAST-WEST IRRIGATION DITCH.  92 FEET WEST OF THE CENTERLINE OF
 CZ2182'NORTH-SOUTH IRRIGATION DITCH.  63 FEET WEST OF EXTENDED POWERLINE
 CZ2182'NORTH.  83 FEET WEST OF EXTENDED CENTERLINE OF ROAD NORTH.  85
 CZ2182'FEET SOUTH OF POWERLINE EAST.  149 FEET SOUTH OF THE CENTERLINE
 CZ2182'OF EAST-WEST ROAD.
 CZ2182'
 CZ2182'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2182'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2182'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO ARIZONA
 CZ2182'CITY.  FROM THE POST OFFICE IN ARIZONA CITY GO SOUTH FOR 2.5 MILES
 CZ2182'TO A CROSSROAD.  AND TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2182'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A
 CZ2182'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO THE STATION
 CZ2182'SITE.
 CZ2182
 CZ2182                          STATION RECOVERY (2007)
 CZ2182
 CZ2182'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2185 ***********************************************************************
 CZ2185  DESIGNATION -  AG 58
 CZ2185  PID         -  CZ2185
 CZ2185  STATE/COUNTY-  AZ/PINAL
 CZ2185  USGS QUAD   -  ELOY NW (1981)
 CZ2185
 CZ2185                         *CURRENT SURVEY CONTROL
 CZ2185  ___________________________________________________________________
 CZ2185* NAD 83(1992)-  32 40 30.55747(N)    111 42 25.17762(W)     ADJUSTED  
 CZ2185* NAVD 88     -       468.53   (+/-2cm)    1537.2    (feet)  VERTCON   
 CZ2185  ___________________________________________________________________
 CZ2185  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CZ2185  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2185  HORZ ORDER  -  FIRST
 CZ2185  VERT ORDER  -  THIRD ? (See Below)
 CZ2185
 CZ2185.The horizontal coordinates were established by classical geodetic methods
 CZ2185.and adjusted by the National Geodetic Survey in August 1993.
 CZ2185
 CZ2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2185.The vertical order pertains to the NGVD 29 superseded value.
 CZ2185
 CZ2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2185
 CZ2185.The geoid height was determined by GEOID03.
 CZ2185
 CZ2185;                    North         East     Units Scale Factor Converg.
 CZ2185;SPC AZ C     -   185,748.732   233,024.146   MT  0.99990477   +0 06 47.5
 CZ2185;SPC AZ C     -   609,411.85    764,514.91   iFT  0.99990477   +0 06 47.5
 CZ2185;UTM  12      - 3,615,496.313   433,713.922   MT  0.99965418   -0 22 54.1
 CZ2185
 CZ2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2185!SPC AZ C     -   0.99993119  x   0.99990477  =   0.99983597
 CZ2185!UTM  12      -   0.99993119  x   0.99965418  =   0.99958539
 CZ2185
 CZ2185|---------------------------------------------------------------------|
 CZ2185| PID    Reference Object                     Distance      Geod. Az  |
 CZ2185|                                                           dddmmss.s |
 CZ2185| CH4003 AG 58 RM E                            8.840 METERS 08905     |
 CZ2185| CH4004 AG 58 RM S                            8.840 METERS 17906     |
 CZ2185| CZ2226 AA 58X                              APPROX. 9.4 KM 2714003.2 |
 CZ2185|---------------------------------------------------------------------|
 CZ2185
 CZ2185                          SUPERSEDED SURVEY CONTROL
 CZ2185
 CZ2185  NAD 83(1986)-  32 40 30.55186(N)    111 42 25.17714(W) AD(       ) 1
 CZ2185  NAD 27      -  32 40 30.32984(N)    111 42 22.73168(W) AD(       ) 1
 CZ2185  NGVD 29 (07/19/86)  467.96   (m)         1535.3    (f) LEVELING    3  
 CZ2185
 CZ2185.Superseded values are not recommended for survey control.
 CZ2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2185.See file dsdata.txt to determine how the superseded data were derived.
 CZ2185
 CZ2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3371415496(NAD 83)
 CZ2185_MARKER: DD = SURVEY DISK
 CZ2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2185+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2185
 CZ2185  HISTORY     - Date     Condition        Report By
 CZ2185  HISTORY     - 1966     MONUMENTED       DMA
 CZ2185  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2185
 CZ2185                          STATION DESCRIPTION
 CZ2185
 CZ2185'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2185'T-9-S.  R-6-E.  IN SECTION 2 NEAR THE NORTHEAST CORNER.
 CZ2185'
 CZ2185'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2185'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2185'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2185'IS STAMPED--AG 58 1966 ARMY MAP SERVICE.
 CZ2185'
 CZ2185'THE STATION MARK IS LOCATED IN THE EXTENDED INTERSECTING
 CZ2185'CENTERLINES OF THE EAST-WEST AND NORTH-SOUTH TRAIL.  104 FEET
 CZ2185'SOUTH OF THE EAST-WEST FENCE.  135 FEET SOUTH OF THE EAST-WEST
 CZ2185'POWER LINE.  81 FEET WEST OF THE ASSUMED NORTH-SOUTH
 CZ2185'SECTION LINE.
 CZ2185'
 CZ2185'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2185'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2185'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH (ON
 CZ2185'FLORENCE STREET BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2185'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH THE
 CZ2185'VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2185'SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TURN LEFT AND GO EAST
 CZ2185'AND SOUTHEAST, PASSING ALONG NORTH SIDE OF THE RIDGE FOR 2.6
 CZ2185'MILES TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0 MILES
 CZ2185'TO A CROSSROAD.  TURN LEFT AND GO EAST ON SOUTH SIDE OF
 CZ2185'FENCE FOR 3.0 MILES TO A T ROAD SOUTH AND THE STATION SITE.
 CZ2185
 CZ2185                          STATION RECOVERY (2008)
 CZ2185
 CZ2185'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2185'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ2185'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ2185'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ2185'HARMON ROAD 2.04 MILES TO THE STATION SITE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2184 ***********************************************************************
 CZ2184  DESIGNATION -  AG 59
 CZ2184  PID         -  CZ2184
 CZ2184  STATE/COUNTY-  AZ/PINAL
 CZ2184  USGS QUAD   -  ELOY NW (1981)
 CZ2184
 CZ2184                         *CURRENT SURVEY CONTROL
 CZ2184  ___________________________________________________________________
 CZ2184* NAD 83(1992)-  32 39 40.48115(N)    111 42 23.23691(W)     ADJUSTED  
 CZ2184* NAVD 88     -       471.36   (+/-2cm)    1546.5    (feet)  VERTCON   
 CZ2184  ___________________________________________________________________
 CZ2184  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CZ2184  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2184  HORZ ORDER  -  FIRST
 CZ2184  VERT ORDER  -  THIRD ? (See Below)
 CZ2184
 CZ2184.The horizontal coordinates were established by classical geodetic methods
 CZ2184.and adjusted by the National Geodetic Survey in August 1993.
 CZ2184
 CZ2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2184.The vertical order pertains to the NGVD 29 superseded value.
 CZ2184
 CZ2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2184
 CZ2184.The geoid height was determined by GEOID03.
 CZ2184
 CZ2184;                    North         East     Units Scale Factor Converg.
 CZ2184;SPC AZ C     -   184,206.373   233,077.759   MT  0.99990479   +0 06 48.4
 CZ2184;SPC AZ C     -   604,351.62    764,690.81   iFT  0.99990479   +0 06 48.4
 CZ2184;UTM  12      - 3,613,953.935   433,754.203   MT  0.99965411   -0 22 52.6
 CZ2184
 CZ2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2184!SPC AZ C     -   0.99993074  x   0.99990479  =   0.99983554
 CZ2184!UTM  12      -   0.99993074  x   0.99965411  =   0.99958488
 CZ2184
 CZ2184|---------------------------------------------------------------------|
 CZ2184| PID    Reference Object                     Distance      Geod. Az  |
 CZ2184|                                                           dddmmss.s |
 CZ2184| CH4005 AG 59 RM E                            8.835 METERS 08914     |
 CZ2184| CH4006 AG 59 RM S                            8.839 METERS 17913     |
 CZ2184| CZ2226 AA 58X                              APPROX. 9.6 KM 2805153.8 |
 CZ2184|---------------------------------------------------------------------|
 CZ2184
 CZ2184                          SUPERSEDED SURVEY CONTROL
 CZ2184
 CZ2184  NAD 83(1986)-  32 39 40.47554(N)    111 42 23.23632(W) AD(       ) 1
 CZ2184  NAD 27      -  32 39 40.25209(N)    111 42 20.79197(W) AD(       ) 1
 CZ2184  NGVD 29 (07/19/86)  470.79   (m)         1544.6    (f) LEVELING    3  
 CZ2184
 CZ2184.Superseded values are not recommended for survey control.
 CZ2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2184.See file dsdata.txt to determine how the superseded data were derived.
 CZ2184
 CZ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3375413954(NAD 83)
 CZ2184_MARKER: DD = SURVEY DISK
 CZ2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2184+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2184
 CZ2184  HISTORY     - Date     Condition        Report By
 CZ2184  HISTORY     - 1966     MONUMENTED       DMA
 CZ2184  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2184
 CZ2184                          STATION DESCRIPTION
 CZ2184
 CZ2184'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2184'T-9-S.  R-6-E.  IN SECTION 12 NEAR THE SOUTHWEST CORNER OF
 CZ2184'THE NORTHWEST QUARTER.
 CZ2184'
 CZ2184'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2184'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2184'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2184'IS STAMPED--AG 59 1966 ARMY MAP SERVICE.
 CZ2184'
 CZ2184'THE STATION MARK IS LOCATED 99 FEET EAST OF THE NORTH-SOUTH
 CZ2184'(CENTERLINE) TRAIL.  33 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CZ2184'NORTHEAST-SOUTHWEST TRAIL.  75 FEET SOUTH OF THE INTERSECTING
 CZ2184'CENTERLINES AT CURVE OF ROAD NORTH AND ROAD SOUTHWEST.
 CZ2184'
 CZ2184'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2184'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 0.25 MILE TO
 CZ2184'FLORENCE STREET.  TURN RIGHT AND GO SOUTHWEST AND SOUTH (ON
 CZ2184'FLORENCE STREET BECOMING CHUICHU ROAD) FOR 7.9 MILES TO A CURVE
 CZ2184'SOUTHWEST.  CONTINUE SOUTHWEST FOR 2.0 MILES (PASSING THROUGH
 CZ2184'THE VILLAGE OF CHUICHU) TO A T ROAD SOUTHEAST.  TURN LEFT AND GO
 CZ2184'SOUTHEAST FOR 0.85 MILE TO A ROAD FORK.  TURN LEFT AND GO EAST
 CZ2184'AND SOUTHEAST.  PASSING ALONG NORTH SIDE OF RIDGE FOR 2.6 MILES
 CZ2184'TO A FENCE CORNER.  CONTINUE ON ROAD SOUTH FOR 2.0 MILES TO A
 CZ2184'CROSSROAD.  TURN LEFT AND GO EAST ON SOUTH SIDE OF FENCE
 CZ2184'FOR 3.0 MILES TO A T ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR
 CZ2184'1.0 MILE TO THE STATION SITE.
 CZ2184
 CZ2184                          STATION RECOVERY (2008)
 CZ2184
 CZ2184'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2184'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ2184'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ2184'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ2184'HARMON ROAD 1.91 MILES TO A TRACK ROAD SOUTH, TURN SOUTH AND FOLLOW
 CZ2184'THE CURVING TRACK ROAD ABOUT 1.05 MILES SOUTH TO THE STATION SITE AND
 CZ2184'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2178 ***********************************************************************
 CZ2178  DESIGNATION -  AG 59X
 CZ2178  PID         -  CZ2178
 CZ2178  STATE/COUNTY-  AZ/PINAL
 CZ2178  USGS QUAD   -  ELOY NW (1981)
 CZ2178
 CZ2178                         *CURRENT SURVEY CONTROL
 CZ2178  ___________________________________________________________________
 CZ2178* NAD 83(1992)-  32 38 41.94588(N)    111 41 55.06587(W)     ADJUSTED  
 CZ2178* NAVD 88     -       508.3    (meters)    1668.     (feet)  VERTCON   
 CZ2178  ___________________________________________________________________
 CZ2178  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CZ2178  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2178  HORZ ORDER  -  FIRST
 CZ2178
 CZ2178.The horizontal coordinates were established by classical geodetic methods
 CZ2178.and adjusted by the National Geodetic Survey in August 1993.
 CZ2178
 CZ2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2178
 CZ2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2178
 CZ2178.The geoid height was determined by GEOID03.
 CZ2178
 CZ2178;                    North         East     Units Scale Factor Converg.
 CZ2178;SPC AZ C     -   182,404.844   233,815.470   MT  0.99990516   +0 07 03.4
 CZ2178;SPC AZ C     -   598,441.09    767,111.12   iFT  0.99990516   +0 07 03.4
 CZ2178;UTM  12      - 3,612,146.560   434,476.154   MT  0.99965294   -0 22 36.8
 CZ2178
 CZ2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2178!SPC AZ C     -   0.99992495  x   0.99990516  =   0.99983012
 CZ2178!UTM  12      -   0.99992495  x   0.99965294  =   0.99957792
 CZ2178
 CZ2178:                Primary Azimuth Mark                     Grid Az
 CZ2178:SPC AZ C     -  AJ 59                                    053 51 51.4
 CZ2178:UTM  12      -  AJ 59                                    054 21 31.6
 CZ2178
 CZ2178|---------------------------------------------------------------------|
 CZ2178| PID    Reference Object                     Distance      Geod. Az  |
 CZ2178|                                                           dddmmss.s |
 CZ2178| CZ2171 AJ 59                               APPROX. 3.0 KM 0535854.8 |
 CZ2178| CH4008 AG 59X RM 2                           8.513 METERS 15348     |
 CZ2178| CH4009 AG 59X RM 3                          11.866 METERS 24618     |
 CZ2178| CH4007 AG 59X RM 1                          19.164 METERS 35058     |
 CZ2178|---------------------------------------------------------------------|
 CZ2178
 CZ2178                          SUPERSEDED SURVEY CONTROL
 CZ2178
 CZ2178  NAD 83(1986)-  32 38 41.94031(N)    111 41 55.06515(W) AD(       ) 1
 CZ2178  NAD 27      -  32 38 41.71474(N)    111 41 52.62293(W) AD(       ) 1
 CZ2178  NGVD 29 (07/19/86)  507.7    (m)         1666.     (f) VERT ANG    3  
 CZ2178
 CZ2178.Superseded values are not recommended for survey control.
 CZ2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2178.See file dsdata.txt to determine how the superseded data were derived.
 CZ2178
 CZ2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3447612147(NAD 83)
 CZ2178_MARKER: DD = SURVEY DISK
 CZ2178_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2178+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2178
 CZ2178  HISTORY     - Date     Condition        Report By
 CZ2178  HISTORY     - 1966     MONUMENTED       DMA
 CZ2178  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2178
 CZ2178                          STATION DESCRIPTION
 CZ2178
 CZ2178'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2178'T-9-S.  R-6-E.  IN SECTION 13 ABOUT 0.7 MILE SOUTHEAST OF THE
 CZ2178'NORTHWEST CORNER.
 CZ2178'
 CZ2178'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CEMENTED
 CZ2178'IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AG 59X
 CZ2178'ARMY MAP SERVICE 1966.  LOCATED ON THE HIGHEST POINT OF A SMALL
 CZ2178'KNOLL AT THE NORTHEAST EDGE OF THE SAWTOOTH MOUNTAINS.  41 FEET
 CZ2178'NORTHEAST OF A FOUR-ARMED GIANT SAGUARO CACTUS.  AND 29 FEET
 CZ2178'NORTH-NORTHWEST OF THE CENTER OF A SMALL PALO VERDE TREE.  AND
 CZ2178'10 FEET EAST OF A 3 FOOT HIGH ROCK CAIRN.
 CZ2178'
 CZ2178'TO REACH FROM THE JUNCTION OF STATE ROUTES 93 AND 84 IN CASA
 CZ2178'GRANDE, PINAL COUNTY, ARIZONA GO SOUTHEAST ON ROUTES 93 AND 84 FOR
 CZ2178'6.4 MILES TO A ROAD SOUTH (SUNLAND GIN ROAD) LEADING TO ARIZONA
 CZ2178'CITY.  TURN RIGHT AND GO SOUTH FOR 13.8 MILES TO A ROAD WEST.
 CZ2178'TURN RIGHT AND GO WEST 0.6 MILE TO A GATE IN A NORTH-SOUTH
 CZ2178'FENCELINE.  PASS THRU GATE AND CONTINUE WEST FOR 0.55 MILE
 CZ2178'TO A DIM ROAD NORTH WHICH PASSES JUST EAST OF A BEEHIVE
 CZ2178'SHELTER.  TURN RIGHT AND GO NORTH ON DIM ROAD FOR 1.8
 CZ2178'MILES TO A POINT EAST OF A SMALL KNOLL THAT IS LOCATED JUST
 CZ2178'NORTH OF A LINE MOUNTAIN AT THE NORTHEAST CORNER OF THE
 CZ2178'SAWTOOTH MOUNTAINS.  TURN LEFT AND FOLLOW TRACKS
 CZ2178'WEST TO BASE OF KNOLL.  ABOUT THREE MINUTES PACK TIME
 CZ2178'TO TOP.
 CZ2178'
 CZ2178'NOTE--4-WHEEL DRIVE VEHICLE RECOMMENDED FOR THIS STATION.  BY
 CZ2178'FOLLOWING TRACKS AROUND THE SOUTH SIDE OF KNOLL A 4-WHEEL DRIVE
 CZ2178'VEHICLE CAN BE DRIVEN TO THE TOP OF THE KNOLL, UP THE SOUTHWEST
 CZ2178'SLOPE.
 CZ2178'
 CZ2178'REFERENCE MARK NO 1 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2178'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS
 CZ2178'STAMPED--AG 59 X RM 1 ARMY MAP SERVICE 1966.  LOCATED 62.87 FEET
 CZ2178'NORTH-NORTHWEST OF THE STATION AND 4.2 FEET LOWER IN ELEVATION.
 CZ2178'
 CZ2178'REFERENCE MARK NO 2 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2178'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--AG
 CZ2178'59X RM 2 ARMY MAP SERVICE 1966.  LOCATED 27.93 FEET
 CZ2178'SOUTH-SOUTHEAST OF THE STATION AND 0.6 FOOT LOWER IN ELEVATION.
 CZ2178'
 CZ2178'REFERENCE MARK NO 3 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2178'CEMENTED IN A DRILLED HOLE IN A PROMINENT PROJECTING OUTCROPPING
 CZ2178'ROCK.  IT IS STAMPED--AG 59X RM 3 ARMY MAP SERVICE 1966.  LOCATED
 CZ2178'38.93 FEET SOUTHWEST OF THE STATION AND 7.8 FEET LOWER IN
 CZ2178'ELEVATION.
 CZ2178
 CZ2178                          STATION RECOVERY (2008)
 CZ2178
 CZ2178'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2178'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ2178'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ2178'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ2178'HARMON ROAD 1.91 MILES TO A TRACK ROAD SOUTH, TURN SOUTH AND FOLLOW
 CZ2178'THE CURVING TRACK ROAD ABOUT 2.30 MILES SOUTH TO THE BASE OF THE
 CZ2178'KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0901 ***********************************************************************
 DW0901  DESIGNATION -  AGATE
 DW0901  PID         -  DW0901
 DW0901  STATE/COUNTY-  AZ/LA PAZ
 DW0901  USGS QUAD   -  POSTON (1970)
 DW0901
 DW0901                         *CURRENT SURVEY CONTROL
 DW0901  ___________________________________________________________________
 DW0901* NAD 83(1992)-  33 54 13.61027(N)    114 22 41.28535(W)     ADJUSTED  
 DW0901* NAVD 88     -       180.6    (meters)     593.     (feet)  VERTCON   
 DW0901  ___________________________________________________________________
 DW0901  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 DW0901  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DW0901  HORZ ORDER  -  FIRST
 DW0901
 DW0901.The horizontal coordinates were established by classical geodetic methods
 DW0901.and adjusted by the National Geodetic Survey in August 1993.
 DW0901
 DW0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0901
 DW0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0901
 DW0901.The geoid height was determined by GEOID03.
 DW0901
 DW0901;                    North         East     Units Scale Factor Converg.
 DW0901;SPC AZ W     -   322,170.478   155,267.981   MT  0.99997492   -0 21 01.4
 DW0901;SPC AZ W     - 1,056,989.76    509,409.39   iFT  0.99997492   -0 21 01.4
 DW0901;SPC CA 6     -   694,209.940 2,173,117.905   MT  1.00000348   +1 01 43.0
 DW0901;SPC CA 6     - 2,277,587.11  7,129,637.66   sFT  1.00000348   +1 01 43.0
 DW0901;UTM  11      - 3,754,582.740   742,428.432   MT  1.00032457   +1 27 47.5
 DW0901
 DW0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0901!SPC AZ W     -   0.99997663  x   0.99997492  =   0.99995155
 DW0901!SPC CA 6     -   0.99997663  x   1.00000348  =   0.99998011
 DW0901!UTM  11      -   0.99997663  x   1.00032457  =   1.00030120
 DW0901
 DW0901|---------------------------------------------------------------------|
 DW0901| PID    Reference Object                     Distance      Geod. Az  |
 DW0901|                                                           dddmmss.s |
 DW0901| CE9610 AGATE RM 2                            9.950 METERS 08831     |
 DW0901| DW0899 TYSON                               APPROX.12.0 KM 1894117.5 |
 DW0901| CE9609 AGATE RM 1                            9.652 METERS 35841     |
 DW0901|---------------------------------------------------------------------|
 DW0901
 DW0901                          SUPERSEDED SURVEY CONTROL
 DW0901
 DW0901  NAD 83(1986)-  33 54 13.61025(N)    114 22 41.29028(W) AD(       ) 1
 DW0901  NAD 27      -  33 54 13.54500(N)    114 22 38.46100(W) AD(       ) 1
 DW0901  NGVD 29 (07/19/86)  180.0    (m)          591.     (f) VERT ANG    3  
 DW0901
 DW0901.Superseded values are not recommended for survey control.
 DW0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0901.See file dsdata.txt to determine how the superseded data were derived.
 DW0901
 DW0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4242854583(NAD 83)
 DW0901_MARKER: DS = TRIANGULATION STATION DISK
 DW0901_SETTING: 0 = UNSPECIFIED SETTING
 DW0901
 DW0901  HISTORY     - Date     Condition        Report By
 DW0901  HISTORY     - 1935     MONUMENTED       CGS
 DW0901  HISTORY     - 1971     GOOD             NGS
 DW0901
 DW0901                          STATION DESCRIPTION
 DW0901
 DW0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0901'STATION IS LOCATED ON THE WESTERN EDGE OF THE SAND AND GRAVEL
 DW0901'MESA ON THE E SIDE OF THE COLORADO RIVER VALLEY, ABOUT 17-1/4
 DW0901'MILES AIR LINE SSW OF PARKER, 25 MILES AIR LINE NW OF BLYTHE
 DW0901'AND 8-1/2 MILES E OF THE COLORADO RIVER, NEAR THE POINT WHERE
 DW0901'THE BOTTOM LANDS EXTEND FARTHEST TO THE E.
 DW0901'
 DW0901'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DW0901'CONCRETE IN A 4-INCH CAST-IRON PIPE.
 DW0901'
 DW0901'TO REACH FROM PARKER GO S ON THE BOUSE-QUARTZITE ROAD 4.3
 DW0901'MILES.  KEEP STRAIGHT AHEAD AT CROSSROADS AND GO 0.5 MILE,
 DW0901'TAKE LEFT FORK AND GO 7.9 MILES, TAKE LEFT FORK AND GO 0.5 MILE,
 DW0901'TAKE RIGHT FORK AND GO 1.0 MILE TO A CATTLE GUARD.  CONTINUE
 DW0901'STRAIGHT AHEAD 3.4 MILES AND TURN LEFT OFF THE ROAD AND
 DW0901'GO 0.4 MILE IN AN EASTERLY DIRECTION TOWARD A WELL-DEFINED
 DW0901'WASH TO THE END OF TRUCK TRAVEL.  FROM HERE CONTINUE ON FOOT
 DW0901'UP WASH ABOUT 1/4 MILE AND TAKE LEFT-HAND WASH AND CONTINUE
 DW0901'TO ITS HEAD AND THE STATION.
 DW0901
 DW0901                          STATION RECOVERY (1971)
 DW0901
 DW0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (PHJ)
 DW0901'STATION MARK RECOVERED IN GOOD CONDITION.
 DW0901'
 DW0901'NEW TO REACH DESCRIPTION--TO REACH FROM P O. IN POSTON, DRIVE SW
 DW0901'ON BLACKTOP ROAD FOR 2.65 MI. TO CROSSROADS.  TURN LEFT (E) AND
 DW0901'GO 1.55 MI. TO CROSSROADS.  TURN RIGHT AND DRIVE 2.5 MI. TO BEND
 DW0901'IN MAIN TRAVELED ROAD.  FOLLOW ROAD AROUND BEND FOR 0.2 MI. TO
 DW0901'JEEP ROAD ON RIGHT.  TURN RIGHT AND FOLLOW JEEP ROAD FOR 0.85
 DW0901'MI. TO END OF VEHICLE TRAVEL.  PACK ESE UP DRAIN FOR ABOUT 0.6
 DW0901'MI. TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0629 ***********************************************************************
 GP0629  DESIGNATION -  AGATHLA PEAK CAIRN
 GP0629  PID         -  GP0629
 GP0629  STATE/COUNTY-  AZ/NAVAJO
 GP0629  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0629
 GP0629                         *CURRENT SURVEY CONTROL
 GP0629  ___________________________________________________________________
 GP0629* NAD 83(1992)-  36 49 34.48894(N)    110 13 30.90915(W)     ADJUSTED  
 GP0629* NAVD 88     -              **(meters)            **(feet)            
 GP0629  ___________________________________________________________________
 GP0629  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GP0629  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GP0629  HORZ ORDER  -  THIRD
 GP0629
 GP0629.The horizontal coordinates were established by classical geodetic methods
 GP0629.and adjusted by the National Geodetic Survey in November 1997.
 GP0629
 GP0629
 GP0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0629
 GP0629.The geoid height was determined by GEOID03.
 GP0629
 GP0629;                    North         East     Units Scale Factor Converg.
 GP0629;SPC AZ E     -   646,191.204   208,133.854   MT  0.99990034   -0 02 06.4
 GP0629;SPC AZ E     - 2,120,049.88    682,853.85   iFT  0.99990034   -0 02 06.4
 GP0629;UTM  12      - 4,075,877.658   569,091.116   MT  0.99965881   +0 27 51.8
 GP0629
 GP0629                          SUPERSEDED SURVEY CONTROL
 GP0629
 GP0629  NAD 83(1992)-  36 49 34.48796(N)    110 13 30.90994(W) AD(       ) 4
 GP0629  NAD 83(1986)-  36 49 34.49035(N)    110 13 30.90958(W) AD(       ) 4
 GP0629  NAD 27      -  36 49 34.48300(N)    110 13 28.45000(W) AD(       ) 3
 GP0629
 GP0629.Superseded values are not recommended for survey control.
 GP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0629.See file dsdata.txt to determine how the superseded data were derived.
 GP0629
 GP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6909175878(NAD 83)
 GP0629_MARKER: 72 = CAIRN
 GP0629
 GP0629  HISTORY     - Date     Condition        Report By
 GP0629  HISTORY     - 1951     FIRST OBSERVED   CGS
 GP0629
 GP0629                          STATION DESCRIPTION
 GP0629
 GP0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0629'AGATHLA PK. IS A HIGH, LONE ROCK, RISING ABOUT 1200 FEET FROM
 GP0629'THE FLOOR OF THE VALLEY AND ALONG THE EAST SIDE OF THE
 GP0629'KAYENTA-GOULDING ROAD.  THE POINT INTERSECTED WAS THE CAIRN
 GP0629'ON TOP.
 GP0629'
 GP0629'IT IS LOCATED, AIRLINE, ABOUT 7 MILES NORTH OF KAYENTA
 GP0629'AND 14 MILES SOUTH OF GOULDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0896 ***********************************************************************
 DW0896  DESIGNATION -  AGENCY
 DW0896  PID         -  DW0896
 DW0896  STATE/COUNTY-  AZ/LA PAZ
 DW0896  USGS QUAD   -  MOON MTN NE (1971)
 DW0896
 DW0896                         *CURRENT SURVEY CONTROL
 DW0896  ___________________________________________________________________
 DW0896* NAD 83(1992)-  33 59 30.03228(N)    114 17 03.62148(W)     ADJUSTED  
 DW0896* NAVD 88     -       548.4    (meters)    1799.     (feet)  VERTCON   
 DW0896  ___________________________________________________________________
 DW0896  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DW0896  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DW0896  HORZ ORDER  -  SECOND
 DW0896
 DW0896.The horizontal coordinates were established by classical geodetic methods
 DW0896.and adjusted by the National Geodetic Survey in August 1993.
 DW0896
 DW0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0896
 DW0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0896
 DW0896.The geoid height was determined by GEOID03.
 DW0896
 DW0896;                    North         East     Units Scale Factor Converg.
 DW0896;SPC AZ W     -   331,870.342   163,993.384   MT  0.99996336   -0 17 55.5
 DW0896;SPC AZ W     - 1,088,813.46    538,036.04   iFT  0.99996336   -0 17 55.5
 DW0896;UTM  11      - 3,764,557.991   750,845.327   MT  1.00037575   +1 31 08.6
 DW0896
 DW0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0896!SPC AZ W     -   0.99991884  x   0.99996336  =   0.99988221
 DW0896!UTM  11      -   0.99991884  x   1.00037575  =   1.00029456
 DW0896
 DW0896:                Primary Azimuth Mark                     Grid Az
 DW0896:SPC AZ W     -  DENNY                                    077 24 13.8
 DW0896:UTM  11      -  DENNY                                    075 35 09.7
 DW0896
 DW0896|---------------------------------------------------------------------|
 DW0896| PID    Reference Object                     Distance      Geod. Az  |
 DW0896|                                                           dddmmss.s |
 DW0896| EU0959 DENNY                               APPROX. 5.1 KM 0770618.3 |
 DW0896| DW0871 WALL                                APPROX.13.9 KM 0885428.4 |
 DW0896| CE9612 AGENCY RM 2                           5.330 METERS 10343     |
 DW0896| CE9611 AGENCY RM 1                           5.934 METERS 22424     |
 DW0896| EU0969 PARKER INDIAN AGENCY WATER TK       APPROX.17.5 KM 3532236.8 |
 DW0896| EU0979 PARKER CITY WATER TANK              APPROX.17.4 KM 3581304.9 |
 DW0896|---------------------------------------------------------------------|
 DW0896
 DW0896                          SUPERSEDED SURVEY CONTROL
 DW0896
 DW0896  NAD 83(1986)-  33 59 30.03191(N)    114 17 03.62711(W) AD(       ) 2
 DW0896  NAD 27      -  33 59 29.96500(N)    114 17 00.80900(W) AD(       ) 2
 DW0896  NGVD 29 (07/19/86)  547.8    (m)         1797.     (f) VERT ANG    3  
 DW0896
 DW0896.Superseded values are not recommended for survey control.
 DW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0896.See file dsdata.txt to determine how the superseded data were derived.
 DW0896
 DW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5084564558(NAD 83)
 DW0896_MARKER: DS = TRIANGULATION STATION DISK
 DW0896_SETTING: 66 = SET IN ROCK OUTCROP
 DW0896
 DW0896  HISTORY     - Date     Condition        Report By
 DW0896  HISTORY     - 1949     MONUMENTED       CGS
 DW0896  HISTORY     - 1957     GOOD             AMS
 DW0896  HISTORY     - 1971     GOOD             USGS
 DW0896
 DW0896                          STATION DESCRIPTION
 DW0896
 DW0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0896'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SHARP RIDGE
 DW0896'ON THE NORTHEAST END OF A GROUP OF MOUNTAINS ABOUT 18 MILES
 DW0896'AIR LINE WEST-NORTHWEST OF BOUSE, ABOUT 10 MILES AIR LINE
 DW0896'SOUTH OF PARKER AND ABOUT 10 MILES AIR LINE EAST OF THE COLORADO
 DW0896'RIVER.  THE STATION MARK IS 20 FEET NORTHWEST OF WHERE THE
 DW0896'RIDGE DROPS TO THE SOUTHEAST, 18 FEET EAST OF WHERE THE
 DW0896'RIDGE DROPS SHARPLY TO THE WEST, 12 FEET EAST OF A 5 FOOT
 DW0896'CAIRN, FLUSH WITH THE GROUND AND STAMPED, AGENCY 1948.
 DW0896'
 DW0896'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN
 DW0896'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, AGENCY NO
 DW0896'1 1948.
 DW0896'
 DW0896'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DW0896'STATION MARK, PROJECTS 4 INCHES AND STAMPED, AGENCY NO 2
 DW0896'1948.
 DW0896'
 DW0896'STATION DENNY 1949 IS THE AZIMUTH MARK.
 DW0896'
 DW0896'TO REACH THE STATION FROM THE POST OFFICE IN PARKER, GO SOUTHEAST
 DW0896'ON STATE HIGHWAY 72 FOR 10.15 MILES TO MILE POST 11.  TURN RIGHT,
 DW0896'LEAVING HIGHWAY, AND GO SOUTHWESTERLY ACROSS COUNTRY FOR ABOUT
 DW0896'2.5 MILES TO THE EAST BASE OF MOUNTAIN AND THE END OF TRUCK
 DW0896'TRAVEL.  HERE PACK WEST UP RIDGE TO THE HIGHEST POINT AND
 DW0896'STATION.  A 1-HOUR PACK
 DW0896'
 DW0896'NOTE--A 4 WHEEL DRIVE VEHICLE WILL BE REQUIRED AFTER LEAVING
 DW0896'HIGHWAY.
 DW0896
 DW0896                          STATION RECOVERY (1957)
 DW0896
 DW0896'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DW0896'STATION RECOVERED AS DESCRIBED.
 DW0896'
 DW0896'REFERENCE MARKS 1 AND 2 RECOVERED.
 DW0896'
 DW0896'THE STATION IS ON THE HIGHEST POINT OF A SHARP RIDGE, ON
 DW0896'THE WEST TIP OF A WHITE ROCKY SPOT.  18.0 FEET E OF WHERE RIDGE
 DW0896'DROPS SHARPLY TO THE W.  12.0 FEET E OF A ROCKY CAIRN.
 DW0896
 DW0896                          STATION RECOVERY (1971)
 DW0896
 DW0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (PHJ)
 DW0896'NEW TO REACH DESCRIPTION--
 DW0896'
 DW0896'TO REACH FROM P.O. IN PARKER, DRIVE ONE BLOCK NE TO STATE HWY.
 DW0896'72.  TURN RIGHT AND FOLLOW STATE HWY. 72 IN A SOUTHERN DIRECTION
 DW0896'FOR 9.6 MI. TO SIDE RD. AND GATE TO THE RIGHT.  TURN RIGHT,
 DW0896'PASS THROUGH GATE AND DRIVE W. ON GRAVEL RD. FOR 1.0 MI. TO
 DW0896'A LARGE GRAVEL PIT.  PASS THROUGH OR AROUND GRAVEL PIT AND
 DW0896'DRIVE UP WASH IN N AND W DIRECTION FOR 0.5 MI.  LEAVE MAIN WASH
 DW0896'AND DRIVE UP SIDE WASH GOING IN A SW DIRECTION FOR ABOUT 0.4
 DW0896'MI.  DRIVE UP STEEP BANK ONTO GRAVEL BENCH AND CONTINUE IN
 DW0896'A SW DIRECTION FOR 0.4 MI. TO END OF VEHICLE TRAVEL AT E.
 DW0896'BASE OF MTS AT A POINT WHERE DRAIN COMES OUT OF MTS.  FOLLOW
 DW0896'THIS DRAIN UP TO PROMINENT SADDLE NORTH OF HIGHEST POINT.  FROM
 DW0896'SADDLE CLIMB SOUTH TO HIGH POINT AND STATION.  THIS IS A
 DW0896'VERY STEEP CLIMB AND IT IS BEST TO CLIMB ON THE SHOULDER
 DW0896'TO THE NORTH OF THE DRAIN WHERE POSSIBLE.  A FOUR-WHEEL
 DW0896'DRIVE VEHICLE IS REQUIRED AFTER LEAVING GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0895 ***********************************************************************
 DW0895  DESIGNATION -  AGENCY CAIRN
 DW0895  PID         -  DW0895
 DW0895  STATE/COUNTY-  AZ/LA PAZ
 DW0895  USGS QUAD   -  MOON MTN NE (1971)
 DW0895
 DW0895                         *CURRENT SURVEY CONTROL
 DW0895  ___________________________________________________________________
 DW0895* NAD 83(1992)-  33 58 03.22354(N)    114 18 55.83498(W)     ADJUSTED  
 DW0895* NAVD 88     -              **(meters)            **(feet)            
 DW0895  ___________________________________________________________________
 DW0895  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 DW0895  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DW0895  HORZ ORDER  -  THIRD
 DW0895
 DW0895.The horizontal coordinates were established by classical geodetic methods
 DW0895.and adjusted by the National Geodetic Survey in June 1998.
 DW0895
 DW0895
 DW0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0895
 DW0895.The geoid height was determined by GEOID03.
 DW0895
 DW0895;                    North         East     Units Scale Factor Converg.
 DW0895;SPC AZ W     -   329,211.202   161,098.818   MT  0.99996699   -0 18 57.5
 DW0895;SPC AZ W     - 1,080,089.25    528,539.43   iFT  0.99996699   -0 18 57.5
 DW0895;UTM  11      - 3,761,807.294   748,035.411   MT  1.00035847   +1 30 02.4
 DW0895
 DW0895                          SUPERSEDED SURVEY CONTROL
 DW0895
 DW0895  NAD 83(1992)-  33 58 03.22354(N)    114 18 55.83498(W) AD(       ) 4
 DW0895  NAD 83(1986)-  33 58 03.22253(N)    114 18 55.84028(W) AD(       ) 4
 DW0895  NAD 27      -  33 58 03.16000(N)    114 18 53.02000(W) AD(       ) 3
 DW0895
 DW0895.Superseded values are not recommended for survey control.
 DW0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0895.See file dsdata.txt to determine how the superseded data were derived.
 DW0895
 DW0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4803561807(NAD 83)
 DW0895_MARKER: 72 = CAIRN
 DW0895
 DW0895  HISTORY     - Date     Condition        Report By
 DW0895  HISTORY     - 1935     FIRST OBSERVED   USGS
 DW0895
 DW0895                          STATION DESCRIPTION
 DW0895
 DW0895'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0273 ***********************************************************************
 DT0273  DESIGNATION -  AGR 2
 DT0273  PID         -  DT0273
 DT0273  STATE/COUNTY-  AZ/GREENLEE
 DT0273  USGS QUAD   -  BUFFALO CROSSING (1991)
 DT0273
 DT0273                         *CURRENT SURVEY CONTROL
 DT0273  ___________________________________________________________________
 DT0273* NAD 83(1986)-  33 45 47.     (N)    109 21 17.     (W)     SCALED    
 DT0273* NAVD 88     -      2298.107  (meters)    7539.71   (feet)  ADJUSTED  
 DT0273  ___________________________________________________________________
 DT0273  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DT0273  DYNAMIC HT  -        2294.372 (meters)    7527.45  (feet)  COMP
 DT0273  MODELED GRAV-     978,928.4   (mgal)                       NAVD 88
 DT0273
 DT0273  VERT ORDER  -  SECOND    CLASS 0
 DT0273
 DT0273.The horizontal coordinates were scaled from a topographic map and have
 DT0273.an estimated accuracy of +/- 6 seconds.
 DT0273
 DT0273.The orthometric height was determined by differential leveling
 DT0273.and adjusted in June 1991.
 DT0273
 DT0273.The geoid height was determined by GEOID03.
 DT0273
 DT0273.The dynamic height is computed by dividing the NAVD 88
 DT0273.geopotential number by the normal gravity value computed on the
 DT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0273.degrees latitude (g = 980.6199 gals.).
 DT0273
 DT0273.The modeled gravity was interpolated from observed gravity values.
 DT0273
 DT0273;                    North         East    Units  Estimated Accuracy
 DT0273;SPC AZ E     -   306,670.      288,570.      MT  (+/- 180 meters Scaled)
 DT0273
 DT0273                          SUPERSEDED SURVEY CONTROL
 DT0273
 DT0273  NGVD 29 (??/??/92) 2297.033  (m)         7536.18   (f) ADJ UNCH    2 0
 DT0273
 DT0273.Superseded values are not recommended for survey control.
 DT0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0273.See file dsdata.txt to determine how the superseded data were derived.
 DT0273
 DT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC523371(NAD 83)
 DT0273_MARKER: DD = SURVEY DISK
 DT0273_SETTING: 66 = SET IN ROCK OUTCROP
 DT0273_SP_SET: LARGE ROCK
 DT0273_STAMPING: A-G.R.-2 1934
 DT0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0273+STABILITY: POSITION/ELEVATION WELL
 DT0273
 DT0273  HISTORY     - Date     Condition        Report By
 DT0273  HISTORY     - 1934     MONUMENTED       USFS
 DT0273  HISTORY     - 1935     GOOD             NGS
 DT0273
 DT0273                          STATION DESCRIPTION
 DT0273
 DT0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0273'12.3 MI SE FROM RESERVATION RANCH.
 DT0273'12.3 MI SE ALONG ROAD TO BEAVERHEAD LODGE (12.3 MI NW ALONG ROAD FROM
 DT0273'BEAVERHEAD LODGE) AT THE BUFFALO CREEK CROSSING, ABOUT 150 FT SE OF
 DT0273'THE CENTER OF THE BRIDGE, ABOUT 55 FT SE OF THE INTERSECTION OF THE
 DT0273'C.C.C. ROAD, 28 FEET E OF THE CENTERLINE OF THE MAIN ROAD. NOTE--
 DT0273'FOREST SERVICE DESCRIPTIONS SAYS STAMPED AS SHOWN, A-G.R.-2 1934 OUR
 DT0273'PARTY SAY THERE IS NOTHING STAMPED BUT BM NO.12 IS PAINTED ON ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0276 ***********************************************************************
 DT0276  DESIGNATION -  AGR 3
 DT0276  PID         -  DT0276
 DT0276  STATE/COUNTY-  AZ/GREENLEE
 DT0276  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0276
 DT0276                         *CURRENT SURVEY CONTROL
 DT0276  ___________________________________________________________________
 DT0276* NAD 83(1986)-  33 44 24.     (N)    109 19 43.     (W)     SCALED    
 DT0276* NAVD 88     -      2296.698  (meters)    7535.08   (feet)  ADJUSTED  
 DT0276  ___________________________________________________________________
 DT0276  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DT0276  DYNAMIC HT  -        2292.952 (meters)    7522.79  (feet)  COMP
 DT0276  MODELED GRAV-     978,923.2   (mgal)                       NAVD 88
 DT0276
 DT0276  VERT ORDER  -  SECOND    CLASS 0
 DT0276
 DT0276.The horizontal coordinates were scaled from a topographic map and have
 DT0276.an estimated accuracy of +/- 6 seconds.
 DT0276
 DT0276.The orthometric height was determined by differential leveling
 DT0276.and adjusted in June 1991.
 DT0276
 DT0276.The geoid height was determined by GEOID03.
 DT0276
 DT0276.The dynamic height is computed by dividing the NAVD 88
 DT0276.geopotential number by the normal gravity value computed on the
 DT0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0276.degrees latitude (g = 980.6199 gals.).
 DT0276
 DT0276.The modeled gravity was interpolated from observed gravity values.
 DT0276
 DT0276;                    North         East    Units  Estimated Accuracy
 DT0276;SPC AZ E     -   304,130.      291,010.      MT  (+/- 180 meters Scaled)
 DT0276
 DT0276                          SUPERSEDED SURVEY CONTROL
 DT0276
 DT0276  NGVD 29 (??/??/92) 2295.623  (m)         7531.56   (f) ADJ UNCH    2 0
 DT0276
 DT0276.Superseded values are not recommended for survey control.
 DT0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0276.See file dsdata.txt to determine how the superseded data were derived.
 DT0276
 DT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC548345(NAD 83)
 DT0276_MARKER: DD = SURVEY DISK
 DT0276_SETTING: 66 = SET IN ROCK OUTCROP
 DT0276_SP_SET: LARGE ROCK
 DT0276_STAMPING: A-GR-3-1934
 DT0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0276+STABILITY: POSITION/ELEVATION WELL
 DT0276
 DT0276  HISTORY     - Date     Condition        Report By
 DT0276  HISTORY     - 1934     MONUMENTED       USFS
 DT0276  HISTORY     - 1935     GOOD             NGS
 DT0276
 DT0276                          STATION DESCRIPTION
 DT0276
 DT0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0276'9.3 MI NW FROM BEAVERHEAD LODGE.
 DT0276'9.3 MI NW ALONG ROAD TO RESERVATION RANCH 0.1 MI SW OF A BRIDGE, ABOUT
 DT0276'0.2 MI SW OF PATTERSONS RANCH, 34 FT NW OF THE CENTERLINE OF THE ROAD,
 DT0276'SET IN LARGE ROCK.  NOTE-- FOREST SERVICE DESCRIP.  STATES THAT THE
 DT0276'MARK IS STAMPED A-GR-3-1934, BUT BENCH MARK AND LEVEL PARTY FOUND BM
 DT0276'NO.13 PAINTED ON THE ROCKS BUT NOTHING STAMPED ON THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0279 ***********************************************************************
 DT0279  DESIGNATION -  AGR 4
 DT0279  PID         -  DT0279
 DT0279  STATE/COUNTY-  AZ/GREENLEE
 DT0279  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0279
 DT0279                         *CURRENT SURVEY CONTROL
 DT0279  ___________________________________________________________________
 DT0279* NAD 83(1986)-  33 43 40.     (N)    109 17 22.     (W)     SCALED    
 DT0279* NAVD 88     -      2330.445  (meters)    7645.80   (feet)  ADJUSTED  
 DT0279  ___________________________________________________________________
 DT0279  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DT0279  DYNAMIC HT  -        2326.650 (meters)    7633.35  (feet)  COMP
 DT0279  MODELED GRAV-     978,924.3   (mgal)                       NAVD 88
 DT0279
 DT0279  VERT ORDER  -  SECOND    CLASS 0
 DT0279
 DT0279.The horizontal coordinates were scaled from a topographic map and have
 DT0279.an estimated accuracy of +/- 6 seconds.
 DT0279
 DT0279.The orthometric height was determined by differential leveling
 DT0279.and adjusted in June 1991.
 DT0279
 DT0279.The geoid height was determined by GEOID03.
 DT0279
 DT0279.The dynamic height is computed by dividing the NAVD 88
 DT0279.geopotential number by the normal gravity value computed on the
 DT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0279.degrees latitude (g = 980.6199 gals.).
 DT0279
 DT0279.The modeled gravity was interpolated from observed gravity values.
 DT0279
 DT0279;                    North         East    Units  Estimated Accuracy
 DT0279;SPC AZ E     -   302,810.      294,650.      MT  (+/- 180 meters Scaled)
 DT0279
 DT0279                          SUPERSEDED SURVEY CONTROL
 DT0279
 DT0279  NGVD 29 (??/??/92) 2329.383  (m)         7642.32   (f) ADJ UNCH    2 0
 DT0279
 DT0279.Superseded values are not recommended for survey control.
 DT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0279.See file dsdata.txt to determine how the superseded data were derived.
 DT0279
 DT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC584332(NAD 83)
 DT0279_MARKER: DD = SURVEY DISK
 DT0279_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0279_SP_SET: UNSPECIFIED ROCK
 DT0279_STAMPING: A.G.R.4 1934
 DT0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0279
 DT0279  HISTORY     - Date     Condition        Report By
 DT0279  HISTORY     - 1934     MONUMENTED       USFS
 DT0279  HISTORY     - 1935     GOOD             NGS
 DT0279
 DT0279                          STATION DESCRIPTION
 DT0279
 DT0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0279'5.7 MI NW FROM BEAVERHEAD LODGE.
 DT0279'5.7 MI NW ALONG ROAD TO RESERVATION RANCH ON THE INSIDE OF A SHARP
 DT0279'CURVE, ABOUT 50 FT NW OF THE CENTERLINE OF THE CURVE.  NOTE-- FOREST
 DT0279'SERVICE DESCRIPTIONS STATES-- STAMPED A.G.R.4 1934 BUT LEVEL PARTY
 DT0279'STATES THAT B.M. NO.14 IS PAINTED ON TREES BUT NOTHING IS STAMPED ON
 DT0279'THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0281 ***********************************************************************
 DT0281  DESIGNATION -  AGR 5
 DT0281  PID         -  DT0281
 DT0281  STATE/COUNTY-  AZ/GREENLEE
 DT0281  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0281
 DT0281                         *CURRENT SURVEY CONTROL
 DT0281  ___________________________________________________________________
 DT0281* NAD 83(1986)-  33 42 57.     (N)    109 16 00.     (W)     SCALED    
 DT0281* NAVD 88     -      2359.407  (meters)    7740.82   (feet)  ADJUSTED  
 DT0281  ___________________________________________________________________
 DT0281  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DT0281  DYNAMIC HT  -        2355.553 (meters)    7728.18  (feet)  COMP
 DT0281  MODELED GRAV-     978,918.3   (mgal)                       NAVD 88
 DT0281
 DT0281  VERT ORDER  -  SECOND    CLASS 0
 DT0281
 DT0281.The horizontal coordinates were scaled from a topographic map and have
 DT0281.an estimated accuracy of +/- 6 seconds.
 DT0281
 DT0281.The orthometric height was determined by differential leveling
 DT0281.and adjusted in June 1991.
 DT0281
 DT0281.The geoid height was determined by GEOID03.
 DT0281
 DT0281.The dynamic height is computed by dividing the NAVD 88
 DT0281.geopotential number by the normal gravity value computed on the
 DT0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0281.degrees latitude (g = 980.6199 gals.).
 DT0281
 DT0281.The modeled gravity was interpolated from observed gravity values.
 DT0281
 DT0281;                    North         East    Units  Estimated Accuracy
 DT0281;SPC AZ E     -   301,500.      296,780.      MT  (+/- 180 meters Scaled)
 DT0281
 DT0281                          SUPERSEDED SURVEY CONTROL
 DT0281
 DT0281  NGVD 29 (??/??/92) 2358.34   (m)         7737.3    (f) COMPUTED    2 0
 DT0281
 DT0281.Superseded values are not recommended for survey control.
 DT0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0281.See file dsdata.txt to determine how the superseded data were derived.
 DT0281
 DT0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC606319(NAD 83)
 DT0281_MARKER: DD = SURVEY DISK
 DT0281_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0281_SP_SET: UNSPECIFIED ROCK
 DT0281_STAMPING: A.G.R. -5 1934
 DT0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0281+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0281
 DT0281  HISTORY     - Date     Condition        Report By
 DT0281  HISTORY     - 1934     MONUMENTED       USFS
 DT0281  HISTORY     - 1935     GOOD             NGS
 DT0281  HISTORY     - 20050729 GOOD             USPSQD
 DT0281
 DT0281                          STATION DESCRIPTION
 DT0281
 DT0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0281'3.7 MI NW FROM BEAVERHEAD LODGE.
 DT0281'3.7 MI NW ALONG ROAD TO RESERVATION RANCH ABOUT 255 FEET E OF THE EAST
 DT0281'BRIDGE AT HAWK NEST PICNIC GROUND, 132 FEET NORTHEAST OF THE
 DT0281'CENTERLINE OF THE ROAD.  NOTE-- FOREST SERVICE DESCRIPTION STATES MARK
 DT0281'IS STAMPED A.G.R.-5 1934 LEVEL PARTY STATES MARK IS NOT STAMPED BUT BM
 DT0281'NO.15 IS PAINTED ON TREE.
 DT0281
 DT0281                          STATION RECOVERY (2005)
 DT0281
 DT0281'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0281'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0283 ***********************************************************************
 DT0283  DESIGNATION -  AGR 6
 DT0283  PID         -  DT0283
 DT0283  STATE/COUNTY-  AZ/GREENLEE
 DT0283  USGS QUAD   -  BEAVERHEAD (1991)
 DT0283
 DT0283                         *CURRENT SURVEY CONTROL
 DT0283  ___________________________________________________________________
 DT0283* NAD 83(1986)-  33 42 07.     (N)    109 14 37.     (W)     SCALED    
 DT0283* NAVD 88     -      2387.642  (meters)    7833.46   (feet)  ADJUSTED  
 DT0283  ___________________________________________________________________
 DT0283  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DT0283  DYNAMIC HT  -        2383.716 (meters)    7820.57  (feet)  COMP
 DT0283  MODELED GRAV-     978,906.3   (mgal)                       NAVD 88
 DT0283
 DT0283  VERT ORDER  -  SECOND    CLASS 0
 DT0283
 DT0283.The horizontal coordinates were scaled from a topographic map and have
 DT0283.an estimated accuracy of +/- 6 seconds.
 DT0283
 DT0283.The orthometric height was determined by differential leveling
 DT0283.and adjusted in June 1991.
 DT0283
 DT0283.The geoid height was determined by GEOID03.
 DT0283
 DT0283.The dynamic height is computed by dividing the NAVD 88
 DT0283.geopotential number by the normal gravity value computed on the
 DT0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0283.degrees latitude (g = 980.6199 gals.).
 DT0283
 DT0283.The modeled gravity was interpolated from observed gravity values.
 DT0283
 DT0283;                    North         East    Units  Estimated Accuracy
 DT0283;SPC AZ E     -   299,980.      298,930.      MT  (+/- 180 meters Scaled)
 DT0283
 DT0283                          SUPERSEDED SURVEY CONTROL
 DT0283
 DT0283  NGVD 29 (??/??/92) 2386.55   (m)         7829.9    (f) COMPUTED    2 0
 DT0283
 DT0283.Superseded values are not recommended for survey control.
 DT0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0283.See file dsdata.txt to determine how the superseded data were derived.
 DT0283
 DT0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC627304(NAD 83)
 DT0283_MARKER: DD = SURVEY DISK
 DT0283_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0283_SP_SET: UNSPECIFIED ROCK
 DT0283_STAMPING: A.G.R.6-1934
 DT0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0283
 DT0283  HISTORY     - Date     Condition        Report By
 DT0283  HISTORY     - 1934     MONUMENTED       USFS
 DT0283  HISTORY     - 1935     GOOD             NGS
 DT0283
 DT0283                          STATION DESCRIPTION
 DT0283
 DT0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0283'1.9 MI NW FROM BEAVERHEAD LODGE.
 DT0283'1.9 MI N.W. ALONG ROAD TO RESERVATION RANCH ABOUT 0.1 MI S OF A
 DT0283'BRIDGE, 75 FT S OF THE CENTERLINE OF THE ROAD ON THE OUTSIDE OF A
 DT0283'CURVE, 33 FT NE OF A FENCE LINE.  NOTE-- FOREST SERVICE DESC. STATES
 DT0283'THAT THE MARK IS STAMPED A.G.R.NO.16-1934 LEVEL PARTY STATES THAT THE
 DT0283'MARK IS NOT STAMPED BUT B.M. NO.16 IS PAINTED ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4636 ***********************************************************************
 DK4636  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4636  DESIGNATION -  AGRO
 DK4636  PID         -  DK4636
 DK4636  STATE/COUNTY-  AZ/PINAL
 DK4636  USGS QUAD   -  ELOY SOUTH (1993)
 DK4636
 DK4636                         *CURRENT SURVEY CONTROL
 DK4636  ___________________________________________________________________
 DK4636* NAD 83(2007)-  32 43 09.54961(N)    111 34 05.22333(W)     ADJUSTED  
 DK4636* NAVD 88     -       481.01   (meters)    1578.1    (feet)  GPS OBS   
 DK4636  ___________________________________________________________________
 DK4636  EPOCH DATE  -        2007.00
 DK4636  X           -  -1,974,691.207 (meters)                     COMP
 DK4636  Y           -  -4,995,620.532 (meters)                     COMP
 DK4636  Z           -   3,428,054.760 (meters)                     COMP
 DK4636  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 DK4636  ELLIP HEIGHT-         450.874 (meters)          (04/23/08) ADJUSTED
 DK4636  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DK4636  HORZ ORDER  -  B
 DK4636  ELLP ORDER  -  FOURTH    CLASS I
 DK4636
 DK4636.The horizontal coordinates were established by GPS observations
 DK4636.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4636
 DK4636.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4636.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4636.The horizontal coordinates are valid at the epoch date displayed above.
 DK4636.The epoch date for horizontal control is a decimal equivalence
 DK4636.of Year/Month/Day.
 DK4636
 DK4636.The orthometric height was determined by GPS observations and a
 DK4636.high-resolution geoid model.
 DK4636.The orthometric height was determined by GPS observations and a
 DK4636.high-resolution geoid model using precise GPS observation and
 DK4636.processing techniques.
 DK4636
 DK4636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4636
 DK4636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4636
 DK4636.The ellipsoidal height was determined by GPS observations
 DK4636.and is referenced to NAD 83.
 DK4636
 DK4636.The geoid height was determined by GEOID03.
 DK4636
 DK4636;                    North         East     Units Scale Factor Converg.
 DK4636;SPC AZ C     -   190,680.335   246,032.593   MT  0.99991316   +0 11 18.2
 DK4636;SPC AZ C     -   625,591.65    807,193.55   iFT  0.99991316   +0 11 18.2
 DK4636;UTM  12      - 3,620,314.030   446,761.055   MT  0.99963495   -0 18 25.5
 DK4636
 DK4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4636!SPC AZ C     -   0.99992922  x   0.99991316  =   0.99984238
 DK4636!UTM  12      -   0.99992922  x   0.99963495  =   0.99956419
 DK4636
 DK4636                          SUPERSEDED SURVEY CONTROL
 DK4636
 DK4636.No superseded survey control is available for this station.
 DK4636
 DK4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4676120314(NAD 83)
 DK4636_MARKER: DD = SURVEY DISK
 DK4636_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4636_STAMPING: AGRO 2006 CITY OF ELOY CONTROL POINT
 DK4636_MARK LOGO: NONE  
 DK4636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4636+STABILITY: SURFACE MOTION
 DK4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4636+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4636
 DK4636  HISTORY     - Date     Condition        Report By
 DK4636  HISTORY     - 20060830 MONUMENTED       PSOMAS
 DK4636
 DK4636                          STATION DESCRIPTION
 DK4636
 DK4636'DESCRIBED BY PSOMAS AND ASSOCIATES 2006
 DK4636'THE MARK IS LOCATED ABOUT 12.7 MI (20.4 KM) EAST OF CHUICHU, 7.1 MI
 DK4636'(11.4 KM) NORTH OF FRIENDLY CORNERS AND 2.6 MI (4.3 KM)
 DK4636'SOUTH-SOUTHWEST OF ELOY, IN SECTION 24, T 8 S, R 7 E, GILA AND SALT
 DK4636'RIVER MERIDIAN.
 DK4636' 
 DK4636'TO REACH THE STATION FROM INTERSTATE 10, EXIT I-10 AT SUNSHINE
 DK4636'BOULEVARD AND HEAD SOUTH FOR 1.0 MI (1.6 KM) TO PHILLIPS ROAD.  TURN
 DK4636'LEFT AND HEAD WEST FOR 1.0 MI (1.6 KM) TO ELEVEN MILE CORNER ROAD.
 DK4636'THE STATION IS AT THE SOUTHWEST CORNER OF THE INTERSECTION, 25 FT (7.6
 DK4636'M) WEST OF THE CENTERLINE OF ELEVEN MILE CORNER ROAD, 107 FT (32.6 M)
 DK4636'SOUTH OF THE CENTERLINE OF PHILIPS ROAD, AND 22 FT (6.7 M) NORTH OF A
 DK4636'UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0554 ***********************************************************************
 CG0554  DESIGNATION -  AGUA
 CG0554  PID         -  CG0554
 CG0554  STATE/COUNTY-  AZ/PIMA
 CG0554  USGS QUAD   -  AMADO (1981)
 CG0554
 CG0554                         *CURRENT SURVEY CONTROL
 CG0554  ___________________________________________________________________
 CG0554* NAD 83(1992)-  31 43 51.65460(N)    111 03 30.61153(W)     ADJUSTED  
 CG0554* NAVD 88     -       942.79   (+/-2cm)    3093.1    (feet)  VERTCON   
 CG0554  ___________________________________________________________________
 CG0554  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CG0554  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0554  HORZ ORDER  -  SECOND
 CG0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0554
 CG0554.The horizontal coordinates were established by classical geodetic methods
 CG0554.and adjusted by the National Geodetic Survey in August 1993.
 CG0554
 CG0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0554.The vertical order pertains to the NGVD 29 superseded value.
 CG0554
 CG0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0554
 CG0554.The geoid height was determined by GEOID03.
 CG0554
 CG0554;                    North         East     Units Scale Factor Converg.
 CG0554;SPC AZ C     -    81,364.072   294,679.639   MT  0.99998153   +0 27 04.9
 CG0554;SPC AZ C     -   266,942.49    966,796.72   iFT  0.99998153   +0 27 04.9
 CG0554;UTM  12      - 3,510,622.874   494,457.988   MT  0.99960038   -0 01 50.8
 CG0554
 CG0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0554!SPC AZ C     -   0.99985663  x   0.99998153  =   0.99983816
 CG0554!UTM  12      -   0.99985663  x   0.99960038  =   0.99945707
 CG0554
 CG0554|---------------------------------------------------------------------|
 CG0554| PID    Reference Object                     Distance      Geod. Az  |
 CG0554|                                                           dddmmss.s |
 CG0554| CG0553 AGUA RM 1                            26.548 METERS 03534     |
 CG0554| CG0555 AGUA RM 2                            25.380 METERS 21513     |
 CG0554| CH4010 AGUA AZ MK                                         2393250.5 |
 CG0554|---------------------------------------------------------------------|
 CG0554
 CG0554                          SUPERSEDED SURVEY CONTROL
 CG0554
 CG0554  NAD 83(1986)-  31 43 51.64593(N)    111 03 30.60838(W) AD(       ) 2
 CG0554  NAD 27      -  31 43 51.33540(N)    111 03 28.27190(W) AD(       ) 2
 CG0554  NGVD 29 (??/??/92)  941.998  (m)         3090.54   (f) ADJ UNCH    2 0
 CG0554
 CG0554.Superseded values are not recommended for survey control.
 CG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0554.See file dsdata.txt to determine how the superseded data were derived.
 CG0554
 CG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9445810623(NAD 83)
 CG0554_MARKER: DB = BENCH MARK DISK
 CG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0554_STAMPING: AGUA 1959
 CG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0554+STABILITY: SURFACE MOTION
 CG0554
 CG0554  HISTORY     - Date     Condition        Report By
 CG0554  HISTORY     - 1959     MONUMENTED       CGS
 CG0554  HISTORY     - 1959     GOOD             CGS
 CG0554  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0554  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0554
 CG0554                          STATION DESCRIPTION
 CG0554
 CG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG0554'THE STATION IS 0.3 MILE NORTH OF KINSLEY RANCH AND 0.1 MILE NORTH
 CG0554'OF THE NORTH END OF A SMALL LAKE ON THE RIGHT-OF-WAY OF U.S.
 CG0554'HIGHWAY 89.
 CG0554'
 CG0554'TO REACH THE STATION FROM THE POST OFFICE AT AMADO GO NORTH ON
 CG0554'U.S. HIGHWAY 89 FOR 0.25 MILE TO KINSLEY RANCH, CONTINUE NORTH
 CG0554'ON U.S. HIGHWAY 89 FOR 0.2 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 CG0554'AND FOLLOW THE TRACK ROAD NORTH ON THE EAST SIDE OF THE HIGHWAY
 CG0554'AND WEST SIDE OF THE RIGH-OF-WAY FENCE FOR 0.1 MILE TO THE
 CG0554'STATION.
 CG0554'
 CG0554'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AT AMADO GO NORTH
 CG0554'ON U.S. HIGHWAY 89 FOR 0.25 MILE TO A T ROAD LEFT, JUST BEYOND
 CG0554'KINSLEY RANCH, TURN LEFT, WEST FOR 0.1 MILE TO A TRACK ROAD
 CG0554'RIGHT, TURN RIGHT AND GO NORTH 0.1 MILE TO THE AZIMUTH MARK ON THE
 CG0554'LEFT.
 CG0554'
 CG0554'THE STATION MARK, STAMPED AGUA 1959, IS A STANDARD DISK SET IN
 CG0554'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CG0554'IT IS 100 FEET EAST OF THE CENTER OF U.S. HIGHWAY 89, 3.5 FEET
 CG0554'NORTH OF THE WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 CG0554'
 CG0554'REFERENCE MARK 1, STAMPED AGUA NO 1 1959, IS A STANDARD DISK SET
 CG0554'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 CG0554'IT IS 90.5 FEET NORTH OF THE WITNESS POST AND 1 FOOT WEST OF THE
 CG0554'NORTH-SOUTH FENCE LINE.
 CG0554'
 CG0554'REFERENCE MARK 2, STAMPED AGUA NO 2 1959, IS A STANDARD DISK
 CG0554'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CG0554'2 INCHES.  IT IS 80.0 FEET SOUTH OF THE WITNESS POST AND 1 FOOT
 CG0554'WEST OF THE NORTH-SOUTH FENCE LINE.
 CG0554'
 CG0554'THE AZIMUTH MARK, STAMPED AGUA 1959, IS A STANDARD DISK SET IN
 CG0554'THE TOP OF A 4-INCH IRON PIPE THAT IS FILLED WITH CONCRETE, THE
 CG0554'PIPE PROJECTS 7 INCHES.  IT IS 72 FEET WEST OF THE CENTER OF A
 CG0554'TRACK ROAD, 3 FEET SOUTH OF A WITNESS POST AND 3 FEET NORTH OF
 CG0554'A POWER POLE WITH A TRIANGLE BLAZE.
 CG0554
 CG0554                          STATION RECOVERY (1959)
 CG0554
 CG0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CG0554'0.5 MI N FROM AMADO.
 CG0554'0.45 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0554'UNTIL REACHING A TRACK ROAD, FOLLOW THE TRACK ROAD NORTH 0.1 MILE, 100
 CG0554'FEET EAST OF THE CENTER OF THE HIGHWAY, 3.5 FEET NORTH OF THE WITNESS
 CG0554'POST, 1 FOOT WEST OF THE FENCE, SET IN THE TOP OF A 12 INCH SQUARE
 CG0554'CONCRETE POST THAT PROJECTS 4 INCHES.
 CG0554
 CG0554                          STATION RECOVERY (1979)
 CG0554
 CG0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0554'MARK NOT FOUND.
 CG0554
 CG0554                          STATION RECOVERY (1980)
 CG0554
 CG0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0554'NOT RECOVERED BELIEVED DESTROYED BY GRADING FOR HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1857 ***********************************************************************
 DV1857  DESIGNATION -  AGUA
 DV1857  PID         -  DV1857
 DV1857  STATE/COUNTY-  AZ/MARICOPA
 DV1857  USGS QUAD   -  BALDY MTN (1981)
 DV1857
 DV1857                         *CURRENT SURVEY CONTROL
 DV1857  ___________________________________________________________________
 DV1857* NAD 83(1992)-  33 45 11.40233(N)    112 17 52.31415(W)     ADJUSTED  
 DV1857* NAVD 88     -       476.3    (meters)    1563.     (feet)  VERTCON   
 DV1857  ___________________________________________________________________
 DV1857  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DV1857  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DV1857  HORZ ORDER  -  SECOND
 DV1857
 DV1857.The horizontal coordinates were established by classical geodetic methods
 DV1857.and adjusted by the National Geodetic Survey in August 1993.
 DV1857
 DV1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1857
 DV1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1857
 DV1857.The geoid height was determined by GEOID03.
 DV1857
 DV1857;                    North         East     Units Scale Factor Converg.
 DV1857;SPC AZ C     -   305,343.140   178,044.967   MT  0.99991537   -0 12 42.5
 DV1857;SPC AZ C     - 1,001,781.96    584,137.03   iFT  0.99991537   -0 12 42.5
 DV1857;UTM  12      - 3,735,544.723   379,795.456   MT  0.99977813   -0 43 16.3
 DV1857
 DV1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1857!SPC AZ C     -   0.99992988  x   0.99991537  =   0.99984526
 DV1857!UTM  12      -   0.99992988  x   0.99977813  =   0.99970803
 DV1857
 DV1857|---------------------------------------------------------------------|
 DV1857| PID    Reference Object                     Distance      Geod. Az  |
 DV1857|                                                           dddmmss.s |
 DV1857| CR7736 AGUA RM 2                             8.049 METERS 11433     |
 DV1857| DV2044 PRINCE                              APPROX. 6.8 KM 2910259.1 |
 DV1857| CR7735 AGUA RM 1                             9.460 METERS 34049     |
 DV1857|---------------------------------------------------------------------|
 DV1857
 DV1857                          SUPERSEDED SURVEY CONTROL
 DV1857
 DV1857  NAD 83(1986)-  33 45 11.39743(N)    112 17 52.32000(W) AD(       ) 2
 DV1857  NGVD 29 (07/20/87)  475.7    (m)         1561.     (f) VERT ANG    3  
 DV1857
 DV1857.Superseded values are not recommended for survey control.
 DV1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1857.See file dsdata.txt to determine how the superseded data were derived.
 DV1857
 DV1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7979535545(NAD 83)
 DV1857_MARKER: DS = TRIANGULATION STATION DISK
 DV1857_SETTING: 66 = SET IN ROCK OUTCROP
 DV1857_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1857+STABILITY: POSITION/ELEVATION WELL
 DV1857
 DV1857  HISTORY     - Date     Condition        Report By
 DV1857  HISTORY     - 1956     MONUMENTED       USGS
 DV1857  HISTORY     - 1986     GOOD             AZDT
 DV1857
 DV1857                          STATION DESCRIPTION
 DV1857
 DV1857'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1857'THE STATION IS LOCATED 12 MILES NORTH OF PEORIA, 10 MILES WEST OF I 17
 DV1857'AT THE SOUTH END OF BLACK FLAT RIDGE.
 DV1857'
 DV1857'THE STATION MARK IS A USGS DISK STAMPED---AGUA 1956---.  IT IS SET IN
 DV1857'A DRILL HOLE IN BEDROCK ON TOP OF THE RIDGE.
 DV1857'
 DV1857'REFERENCE MARK 1 IS A USGS DISK STAMPED---AGUA RM 1 1956---.  IT IS
 DV1857'SET IN A DRILL HOLE IN ROCK.
 DV1857'
 DV1857'REFERENCE MARK 2 IS A USGS DISK STAMPED---AGUA RM 2 1956---.  IT IS
 DV1857'SET IN A DRILL HOLE IN ROCK.
 DV1857'
 DV1857'TO REACH THE STATION FROM 99TH AVENUE AND LAKE PLESANT ROAD IN SUN
 DV1857'CITY.  TRAVEL NORTH ALONG LAKE PLESANT ROAD FOR 4.9 MILES TO JOMAX
 DV1857'ROAD.  TURN LEFT AND TRAVEL WEST ALONG JOMAX ROAD FOR 1.2 MILES TO 107
 DV1857'AVENUE.  BARE RIGHT AND CONTINUE WEST FOR 0.8 MILE TO A FORK.  TAKE
 DV1857'THE LEFT FORK WEST FOR 0.25 MILE TO A FORK, TAKE THE LEFT FORK 0.15
 DV1857'MILE TO A GATE UNDER THE BEARDSLEY CANAL FLUME.  PASS THROUGH THE GATE
 DV1857'AND TRAVEL NORTHWEST 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK NORTH
 DV1857'FOR 0.3 MILE TO A DIM TRACK ROAD LEADING TO THE HIGHLINE TOWERS.  TURN
 DV1857'RIGHT AND CONTINUE NORTH FOR 0.6 MILE TO THE SECOND SET OF HIGHLINE
 DV1857'TOWERS AND END OF TRUCK TRAVEL.  PACK SOUTH ALONG RIDGE FOR ABOUT 1400
 DV1857'FEET TO THE LAST HIGH POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0930 ***********************************************************************
 ET0930  DESIGNATION -  AGUA FRIA
 ET0930  PID         -  ET0930
 ET0930  STATE/COUNTY-  AZ/MARICOPA
 ET0930  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0930
 ET0930                         *CURRENT SURVEY CONTROL
 ET0930  ___________________________________________________________________
 ET0930* NAD 83(1992)-  34 02 52.20674(N)    112 09 40.55272(W)     ADJUSTED  
 ET0930* NAVD 88     -       671.6    (meters)    2203.     (feet)  VERTCON   
 ET0930  ___________________________________________________________________
 ET0930  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 ET0930  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 ET0930  HORZ ORDER  -  FIRST
 ET0930
 ET0930.The horizontal coordinates were established by classical geodetic methods
 ET0930.and adjusted by the National Geodetic Survey in August 1993.
 ET0930
 ET0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0930
 ET0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0930
 ET0930.The geoid height was determined by GEOID03.
 ET0930
 ET0930;                    North         East     Units Scale Factor Converg.
 ET0930;SPC AZ C     -   337,986.323   190,777.775   MT  0.99990628   -0 08 13.0
 ET0930;SPC AZ C     - 1,108,879.01    625,911.34   iFT  0.99990628   -0 08 13.0
 ET0930;UTM  12      - 3,768,068.060   392,817.117   MT  0.99974162   -0 39 00.9
 ET0930
 ET0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0930!SPC AZ C     -   0.99989901  x   0.99990628  =   0.99980530
 ET0930!UTM  12      -   0.99989901  x   0.99974162  =   0.99964066
 ET0930
 ET0930|---------------------------------------------------------------------|
 ET0930| PID    Reference Object                     Distance      Geod. Az  |
 ET0930|                                                           dddmmss.s |
 ET0930| CH2181 AGUA FRIA RM 1                        4.527 METERS 03243     |
 ET0930| ET0928 HI                                  APPROX. 3.1 KM 1413539.4 |
 ET0930| CH2182 AGUA FRIA RM 2                        5.367 METERS 18506     |
 ET0930| ET0931 BOUNDARY MON MARICOPA YAVAPAI CNTY    0.671 METERS 27720     |
 ET0930|---------------------------------------------------------------------|
 ET0930
 ET0930                          SUPERSEDED SURVEY CONTROL
 ET0930
 ET0930  NAD 83(1986)-  34 02 52.20135(N)    112 09 40.55522(W) AD(       ) 1
 ET0930  NAD 27      -  34 02 52.07800(N)    112 09 37.97800(W) AD(       ) 1
 ET0930  NGVD 29 (07/19/86)  671.0    (m)         2201.     (f) VERT ANG    3  
 ET0930
 ET0930.Superseded values are not recommended for survey control.
 ET0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0930.See file dsdata.txt to determine how the superseded data were derived.
 ET0930
 ET0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9281768068(NAD 83)
 ET0930_MARKER: DS = TRIANGULATION STATION DISK
 ET0930_SETTING: 66 = SET IN ROCK OUTCROP
 ET0930
 ET0930  HISTORY     - Date     Condition        Report By
 ET0930  HISTORY     - 1924     MONUMENTED       CGS
 ET0930  HISTORY     - 1959     GOOD             CGS
 ET0930
 ET0930                          STATION DESCRIPTION
 ET0930
 ET0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0930'ABOUT 40 MILES NORTH OF PHOENIX, 2 MILES SOUTHWEST OF CANYON,
 ET0930'1 MILE SOUTHWEST OF ROCK SPRINGS STORE ON THE BLACK CANYON
 ET0930'ROAD, 200 YARDS SOUTH OF A MINE TRAIL AND ON THE FIRST HILL
 ET0930'EAST OF AND OVERLOOKING THE AGUA FRIA RIVER.  STATION IS ABOUT
 ET0930'10 YARDS NORTH OF THE HIGHEST POINT OF THE HILL AND ON THE
 ET0930'MARICOPA-YAVAPAI COUNTY LINE.  MARKED BY A STANDARD BRONZE
 ET0930'DISK.
 ET0930
 ET0930                          STATION RECOVERY (1959)
 ET0930
 ET0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0930'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 ET0930'
 ET0930'THE STATION IS LOCATED ABOUT 40 MILES NORTH OF PHOENIX, 2 MILES
 ET0930'SOUTHWEST OF BLACK CANYON, 1 MILE WEST OF ROCK SPRINGS AND ON
 ET0930'THE FIRST HILL EAST OF AND OVERLOOKING THE AGUA FRIA RIVER.
 ET0930'
 ET0930'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0930'GO SOUTH ON STATE HIGHWAY 69 FOR 0.2 MILE TO A SIDE ROAD RIGHT,
 ET0930'IMMEDIATELY NORTH OF THE MOUNTAIN BREEZE MOTEL.  TURN RIGHT
 ET0930'AND GO WEST AND SOUTHWEST ON THE KAY COPPER ROAD FOR 0.4 MILE
 ET0930'TO A FORK.  TAKE THE LEFT FORK, CROSSING A WASH, AND FOLLOW
 ET0930'THE TRACK ROAD SOUTHWEST FOR 0.6 MILE TO AN OLD MINE SHAFT
 ET0930'AND BUILDINGS.  GO WEST ACROSS COUNTRY FOR 0.1 MILE TO A WASH,
 ET0930'THE BASE OF A RIDGE AND THE END OF TRUCK TRAVEL.  PACK SOUTH
 ET0930'TO THE BASE OF THE RIDGE, THENCE SOUTHWEST ALONG THE RIDGE
 ET0930'TO THE TOP OF THE HILL.  CONTINUE SOUTH TO THE TOP OF THE
 ET0930'NEXT HILL AND THE STATION.  THIS PACK REQUIRES ABOUT 20
 ET0930'MINUTES.
 ET0930'
 ET0930'THE STATION IS A STANDARD DISK, STAMPED AGUA FRIA 1924, CEMENTED
 ET0930'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 25 FEET
 ET0930'NORTH OF THE HIGHEST PART OF THE HILL, 10.2 FEET WEST OF
 ET0930'A WITNESS POST AND 2.2 FEET EAST OF A YAVAPAI-MARICOPA
 ET0930'COUNTY BOUNDARY MONUMENT.
 ET0930'
 ET0930'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AGUA FRIA NO
 ET0930'1 1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 ET0930'IS 11.5 FEET NORTH OF THE WITNESS POST, 16.2 FEET NORTHEAST
 ET0930'OF THE BOUNDARY MONUMENT AND 3 FEET LOWER THAN THE STATION.
 ET0930'
 ET0930'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AGUA FRIA NO 2
 ET0930'1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 ET0930'IS 22.3 FEET SOUTHWEST OF THE WITNESS POST, 17.9 FEET SOUTH OF
 ET0930'THE BOUNDARY MONUMENT AND 3 FEET HIGHER THAN THE STATION.
 ET0930'
 ET0930'TRIANGULATION STA. HI CAN BE USED AS AN AZIMUTH MARK (SEE
 ET0930'DESCRIPTION THEREOF)
 ET0930'
 ET0930'YAVAPAI-MARICOPA COUNTY BOUNDARY MONUMENT IS A TRIANGULAR
 ET0930'SHAPED CONCRETE MONUMENT THAT PROJECTS 3 FEET.  THE WORDS
 ET0930'YAVAPAI AND MARICOPA ARE CAST IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0553 ***********************************************************************
 CG0553  DESIGNATION -  AGUA RM 1
 CG0553  PID         -  CG0553
 CG0553  STATE/COUNTY-  AZ/PIMA
 CG0553  USGS QUAD   -  AMADO (1981)
 CG0553
 CG0553                         *CURRENT SURVEY CONTROL
 CG0553  ___________________________________________________________________
 CG0553* NAD 83(1986)-  31 43 51.     (N)    111 03 30.     (W)     SCALED    
 CG0553* NAVD 88     -       942.70   (+/-2cm)    3092.8    (feet)  VERTCON   
 CG0553  ___________________________________________________________________
 CG0553  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0553
 CG0553.The horizontal coordinates were scaled from a topographic map and have
 CG0553.an estimated accuracy of +/- 6 seconds.
 CG0553
 CG0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0553.The vertical order pertains to the NGVD 29 superseded value.
 CG0553
 CG0553.The geoid height was determined by GEOID03.
 CG0553
 CG0553;                    North         East    Units  Estimated Accuracy
 CG0553;SPC AZ C     -    81,340.      294,700.      MT  (+/- 180 meters Scaled)
 CG0553
 CG0553                          SUPERSEDED SURVEY CONTROL
 CG0553
 CG0553  NGVD 29 (??/??/92)  941.904  (m)         3090.23   (f) ADJ UNCH    2 0
 CG0553
 CG0553.Superseded values are not recommended for survey control.
 CG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0553.See file dsdata.txt to determine how the superseded data were derived.
 CG0553
 CG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA944106(NAD 83)
 CG0553_MARKER: DB = BENCH MARK DISK
 CG0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0553_STAMPING: AGUA NO 1 1959
 CG0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0553+STABILITY: SURFACE MOTION
 CG0553
 CG0553  HISTORY     - Date     Condition        Report By
 CG0553  HISTORY     - 1959     MONUMENTED       CGS
 CG0553  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0553
 CG0553                          STATION DESCRIPTION
 CG0553
 CG0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0553'0.5 MI N FROM AMADO.
 CG0553'0.45 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0553'UNTIL REACHING A TRACK ROAD, FOLLOW THE TRACK ROAD NORTH 0.1 MILE,
 CG0553'90.5 FEET NORTH OF THE WITNESS POST, 1 FOOT WEST OF THE NORTH-SOUTH
 CG0553'FENCE, AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CG0553'PROJECTS 2 INCHES.
 CG0553
 CG0553                          STATION RECOVERY (1980)
 CG0553
 CG0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0553'NOT RECOVERED BELIEVED DESTORYED BY GRADING FOR HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0555 ***********************************************************************
 CG0555  DESIGNATION -  AGUA RM 2
 CG0555  PID         -  CG0555
 CG0555  STATE/COUNTY-  AZ/PIMA
 CG0555  USGS QUAD   -  AMADO (1981)
 CG0555
 CG0555                         *CURRENT SURVEY CONTROL
 CG0555  ___________________________________________________________________
 CG0555* NAD 83(1986)-  31 43 51.     (N)    111 03 30.     (W)     SCALED    
 CG0555* NAVD 88     -       942.63   (+/-2cm)    3092.6    (feet)  VERTCON   
 CG0555  ___________________________________________________________________
 CG0555  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0555
 CG0555.The horizontal coordinates were scaled from a topographic map and have
 CG0555.an estimated accuracy of +/- 6 seconds.
 CG0555
 CG0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0555.The vertical order pertains to the NGVD 29 superseded value.
 CG0555
 CG0555.The geoid height was determined by GEOID03.
 CG0555
 CG0555;                    North         East    Units  Estimated Accuracy
 CG0555;SPC AZ C     -    81,340.      294,700.      MT  (+/- 180 meters Scaled)
 CG0555
 CG0555                          SUPERSEDED SURVEY CONTROL
 CG0555
 CG0555  NGVD 29 (??/??/92)  941.838  (m)         3090.01   (f) ADJ UNCH    2 0
 CG0555
 CG0555.Superseded values are not recommended for survey control.
 CG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0555.See file dsdata.txt to determine how the superseded data were derived.
 CG0555
 CG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA944106(NAD 83)
 CG0555_MARKER: DR = REFERENCE MARK DISK
 CG0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0555_STAMPING: AGUA NO 2 1959
 CG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0555+STABILITY: SURFACE MOTION
 CG0555
 CG0555  HISTORY     - Date     Condition        Report By
 CG0555  HISTORY     - 1959     MONUMENTED       CGS
 CG0555  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0555
 CG0555                          STATION DESCRIPTION
 CG0555
 CG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0555'0.5 MI N FROM AMADO.
 CG0555'0.45 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0555'UNTIL REACHING A TRACK ROAD, FOLLOW THE TRACK ROAD NORTH 0.1 MILE, 80
 CG0555'FEET SOUTH OF THE WITNESS POST, 1 FOOT WEST OF THE NORTH-SOUTH FENCE,
 CG0555'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 CG0555'INCHES.
 CG0555
 CG0555                          STATION RECOVERY (1980)
 CG0555
 CG0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0555'NOT RECOVERED BELIEVED DESTROYED BY GRADING FOR HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0802 ***********************************************************************
 DA0802  DESIGNATION -  AGUIL
 DA0802  PID         -  DA0802
 DA0802  STATE/COUNTY-  AZ/YUMA
 DA0802  USGS QUAD   -  AZTEC HILLS (1982)
 DA0802
 DA0802                         *CURRENT SURVEY CONTROL
 DA0802  ___________________________________________________________________
 DA0802* NAD 83(1992)-  32 49 27.18174(N)    113 26 42.68980(W)     ADJUSTED  
 DA0802* NAVD 88     -       152.22   (+/-2cm)     499.4    (feet)  VERTCON   
 DA0802  ___________________________________________________________________
 DA0802  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA0802  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA0802  HORZ ORDER  -  SECOND
 DA0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0802
 DA0802.The horizontal coordinates were established by classical geodetic methods
 DA0802.and adjusted by the National Geodetic Survey in August 1993.
 DA0802
 DA0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0802.The vertical order pertains to the NGVD 29 superseded value.
 DA0802
 DA0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0802
 DA0802.The geoid height was determined by GEOID03.
 DA0802
 DA0802;                    North         East     Units Scale Factor Converg.
 DA0802;SPC AZ W     -   202,306.558   241,899.828   MT  0.99994337   +0 09 54.8
 DA0802;SPC AZ W     -   663,735.43    793,634.61   iFT  0.99994337   +0 09 54.8
 DA0802;SPC AZ C     -   203,293.654    70,239.101   MT  1.00015250   -0 49 43.3
 DA0802;SPC AZ C     -   666,973.93    230,443.24   iFT  1.00015250   -0 49 43.3
 DA0802;UTM  12      - 3,634,448.522   271,099.642   MT  1.00024610   -1 19 33.7
 DA0802
 DA0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0802!SPC AZ W     -   0.99998115  x   0.99994337  =   0.99992452
 DA0802!SPC AZ C     -   0.99998115  x   1.00015250  =   1.00013365
 DA0802!UTM  12      -   0.99998115  x   1.00024610  =   1.00022725
 DA0802
 DA0802:                Primary Azimuth Mark                     Grid Az
 DA0802:SPC AZ W     -  S 321                                    085 50 06.3
 DA0802:SPC AZ C     -  S 321                                    086 49 44.4
 DA0802:UTM  12      -  S 321                                    087 19 34.8
 DA0802
 DA0802|---------------------------------------------------------------------|
 DA0802| PID    Reference Object                     Distance      Geod. Az  |
 DA0802|                                                           dddmmss.s |
 DA0802| DA1114 S 321                                              0860001.1 |
 DA0802| DA1409 AGUIL ECC HUB                        42.706 METERS 17125     |
 DA0802| DA1401 AGUIL RM 1                            3.493 METERS 20924     |
 DA0802| DA1403 AGUIL RM 2                           25.000 METERS 32429     |
 DA0802|---------------------------------------------------------------------|
 DA0802
 DA0802                          SUPERSEDED SURVEY CONTROL
 DA0802
 DA0802  NAD 83(1986)-  32 49 27.17621(N)    113 26 42.69560(W) AD(       ) 2
 DA0802  NAD 27      -  32 49 27.00200(N)    113 26 40.00950(W) AD(       ) 2
 DA0802  NGVD 29 (??/??/92)  151.668  (m)          497.60   (f) ADJ UNCH    2 0
 DA0802
 DA0802.Superseded values are not recommended for survey control.
 DA0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0802.See file dsdata.txt to determine how the superseded data were derived.
 DA0802
 DA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7110034449(NAD 83)
 DA0802_MARKER: DE = TRAVERSE STATION DISK
 DA0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0802_STAMPING: AGUIL 1960
 DA0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0802+STABILITY: SURFACE MOTION
 DA0802
 DA0802  HISTORY     - Date     Condition        Report By
 DA0802  HISTORY     - 1960     MONUMENTED       CGS
 DA0802  HISTORY     - 1960     GOOD             CGS
 DA0802  HISTORY     - 1965     MARK NOT FOUND   USGS
 DA0802
 DA0802                          STATION DESCRIPTION
 DA0802
 DA0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0802'THE STATION IS 0.2 MILE EAST OF THE AZTEC POST OFFICE AND
 DA0802'AT THE EAST END OF THE CURBED MEDIAN STRIP SEPARATING THE
 DA0802'EAST AND WEST BOUND LANES OF U.S. HIGHWAY 80.
 DA0802'
 DA0802'THE STATION, WITH UNDERGROUND MARK, STAMPED AGUIL 1960 IS
 DA0802'A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST PROJECTING
 DA0802'6 INCHES.
 DA0802'
 DA0802'REFERENCE MARK 1 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA0802'DEPARTMENT SET IN A DRILL HOLE IN THE TOP OF THE NORTH CURB
 DA0802'OF THE EAST BOUND LANES OF THE HIGHWAY.
 DA0802'
 DA0802'REFERENCE MARK 2 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA0802'DEPARTMENT SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DA0802'SURFACE AND ABOUT 30 FEET NORTH OF THE CENTER LINE OF THE
 DA0802'FRONTAGE ROAD WHICH LATER WILL BECOME THE WEST BOUND LANES
 DA0802'AND 1-1/2 FEET EAST OF A METAL RIGHT OF WAY POST.
 DA0802'
 DA0802'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED
 DA0802'S 321 1952 SET IN A DRILL HOLE IN THE EAST END OF THE NORTH
 DA0802'HEADWALL OF A CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD,
 DA0802'2 POLES WEST OF RAILROAD MILEPOST 813, 100 FEET EAST OF BLOCK
 DA0802'SIGNAL 8127 AND 1.90 METERS NORTH OF THE NORTH RAIL.
 DA0802'
 DA0802'A TWO WHEEL DRIVE STATION.
 DA0802
 DA0802                          STATION RECOVERY (1960)
 DA0802
 DA0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0802'0.2 MI E FROM AZTEC.
 DA0802'0.2 MILE EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT AZTEC TO THE
 DA0802'EAST END OF A CURB SEPARATING THE TWO TRAFFIC LANES, SET IN A SQUARE
 DA0802'CONCRETE POST PROJECTING 6 INCHES.
 DA0802
 DA0802                          STATION RECOVERY (1965)
 DA0802
 DA0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1401 ***********************************************************************
 DA1401  DESIGNATION -  AGUIL RM 1
 DA1401  PID         -  DA1401
 DA1401  STATE/COUNTY-  AZ/YUMA
 DA1401  USGS QUAD   -  AZTEC HILLS (1982)
 DA1401
 DA1401                         *CURRENT SURVEY CONTROL
 DA1401  ___________________________________________________________________
 DA1401* NAD 83(1992)-  32 49 27.08295(N)    113 26 42.75574(W)     ADJUSTED  
 DA1401* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 DA1401  ___________________________________________________________________
 DA1401  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1401  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1401  HORZ ORDER  -  SECOND
 DA1401
 DA1401.The horizontal coordinates were established by classical geodetic methods
 DA1401.and adjusted by the National Geodetic Survey in August 1993.
 DA1401
 DA1401.The orthometric height was scaled from a topographic map.
 DA1401
 DA1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1401
 DA1401.The geoid height was determined by GEOID03.
 DA1401
 DA1401;                    North         East     Units Scale Factor Converg.
 DA1401;SPC AZ W     -   202,303.510   241,898.122   MT  0.99994337   +0 09 54.8
 DA1401;SPC AZ W     -   663,725.43    793,629.01   iFT  0.99994337   +0 09 54.8
 DA1401;SPC AZ C     -   203,290.635    70,237.342   MT  1.00015250   -0 49 43.3
 DA1401;SPC AZ C     -   666,964.03    230,437.47   iFT  1.00015250   -0 49 43.3
 DA1401;UTM  12      - 3,634,445.518   271,097.856   MT  1.00024611   -1 19 33.7
 DA1401
 DA1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1401!SPC AZ W     -   0.99998110  x   0.99994337  =   0.99992447
 DA1401!SPC AZ C     -   0.99998110  x   1.00015250  =   1.00013360
 DA1401!UTM  12      -   0.99998110  x   1.00024611  =   1.00022721
 DA1401
 DA1401                          SUPERSEDED SURVEY CONTROL
 DA1401
 DA1401  NAD 83(1986)-  32 49 27.07743(N)    113 26 42.76153(W) AD(       ) 2
 DA1401  NAD 27      -  32 49 26.90320(N)    113 26 40.07540(W) AD(       ) 2
 DA1401
 DA1401.Superseded values are not recommended for survey control.
 DA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1401.See file dsdata.txt to determine how the superseded data were derived.
 DA1401
 DA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7109834446(NAD 83)
 DA1401_MARKER: DD = SURVEY DISK
 DA1401_SETTING: 0 = UNSPECIFIED SETTING
 DA1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1401
 DA1401  HISTORY     - Date     Condition        Report By
 DA1401  HISTORY     - 1960     MONUMENTED       AZHD
 DA1401
 DA1401                          STATION DESCRIPTION
 DA1401
 DA1401'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DA1401'REFERENCE MARK 1 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA1401'DEPARTMENT SET IN A DRILL HOLE IN THE TOP OF THE NORTH CURB
 DA1401'OF THE EAST BOUND LANES OF THE HIGHWAY.
 DA1401'
 DA1401'STATION AGUIL IS 0.2 MILE EAST OF THE AZTEC POST OFFICE AND
 DA1401'AT THE EAST END OF THE CURBED MEDIAN STRIP SEPARATING THE
 DA1401'EAST AND WEST BOUND LANES OF U.S. HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1403 ***********************************************************************
 DA1403  DESIGNATION -  AGUIL RM 2
 DA1403  PID         -  DA1403
 DA1403  STATE/COUNTY-  AZ/YUMA
 DA1403  USGS QUAD   -  AZTEC HILLS (1982)
 DA1403
 DA1403                         *CURRENT SURVEY CONTROL
 DA1403  ___________________________________________________________________
 DA1403* NAD 83(1992)-  32 49 27.84223(N)    113 26 43.24827(W)     ADJUSTED  
 DA1403* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 DA1403  ___________________________________________________________________
 DA1403  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1403  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1403  HORZ ORDER  -  SECOND
 DA1403
 DA1403.The horizontal coordinates were established by classical geodetic methods
 DA1403.and adjusted by the National Geodetic Survey in August 1993.
 DA1403
 DA1403.The orthometric height was scaled from a topographic map.
 DA1403
 DA1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1403
 DA1403.The geoid height was determined by GEOID03.
 DA1403
 DA1403;                    North         East     Units Scale Factor Converg.
 DA1403;SPC AZ W     -   202,326.862   241,885.245   MT  0.99994336   +0 09 54.5
 DA1403;SPC AZ W     -   663,802.04    793,586.76   iFT  0.99994336   +0 09 54.5
 DA1403;SPC AZ C     -   203,314.212    70,224.869   MT  1.00015255   -0 49 43.6
 DA1403;SPC AZ C     -   667,041.38    230,396.55   iFT  1.00015255   -0 49 43.6
 DA1403;UTM  12      - 3,634,469.204   271,085.587   MT  1.00024618   -1 19 34.0
 DA1403
 DA1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1403!SPC AZ W     -   0.99998110  x   0.99994336  =   0.99992446
 DA1403!SPC AZ C     -   0.99998110  x   1.00015255  =   1.00013365
 DA1403!UTM  12      -   0.99998110  x   1.00024618  =   1.00022728
 DA1403
 DA1403                          SUPERSEDED SURVEY CONTROL
 DA1403
 DA1403  NAD 83(1986)-  32 49 27.83670(N)    113 26 43.25406(W) AD(       ) 2
 DA1403  NAD 27      -  32 49 27.66250(N)    113 26 40.56790(W) AD(       ) 2
 DA1403
 DA1403.Superseded values are not recommended for survey control.
 DA1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1403.See file dsdata.txt to determine how the superseded data were derived.
 DA1403
 DA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7108634469(NAD 83)
 DA1403_MARKER: DD = SURVEY DISK
 DA1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1403+STABILITY: SURFACE MOTION
 DA1403
 DA1403  HISTORY     - Date     Condition        Report By
 DA1403  HISTORY     - 1960     MONUMENTED       AZHD
 DA1403
 DA1403                          STATION DESCRIPTION
 DA1403
 DA1403'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DA1403'REFERENCE MARK 2 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA1403'DEPARTMENT SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DA1403'SURFACE AND ABOUT 30 FEET NORTH OF THE CENTER LINE OF THE
 DA1403'FRONTAGE ROAD WHICH LATER WILL BECOME THE WEST BOUND LANES
 DA1403'AND 1-1/2 FEET EAST OF A METAL RIGHT OF WAY POST.
 DA1403'
 DA1403'STATION AGUIL IS 0.2 MILE EAST OF THE AZTEC POST OFFICE AND
 DA1403'AT THE EAST END OF THE CURBED MEDIAN STRIP SEPARATING THE
 DA1403'EAST AND WEST BOUND LANES OF U.S. HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1885 ***********************************************************************
 DV1885  DESIGNATION -  AGUILA
 DV1885  PID         -  DV1885
 DV1885  STATE/COUNTY-  AZ/MARICOPA
 DV1885  USGS QUAD   -  AGUILA (1990)
 DV1885
 DV1885                         *CURRENT SURVEY CONTROL
 DV1885  ___________________________________________________________________
 DV1885* NAD 83(1992)-  33 54 49.94392(N)    113 08 29.93806(W)     ADJUSTED  
 DV1885* NAVD 88     -       667.05   (+/-2cm)    2188.5    (feet)  VERTCON   
 DV1885  ___________________________________________________________________
 DV1885  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DV1885  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV1885  HORZ ORDER  -  FIRST
 DV1885  VERT ORDER  -  THIRD ? (See Below)
 DV1885
 DV1885.The horizontal coordinates were established by classical geodetic methods
 DV1885.and adjusted by the National Geodetic Survey in June 1998.
 DV1885
 DV1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1885.The vertical order pertains to the NGVD 29 superseded value.
 DV1885
 DV1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1885
 DV1885.The geoid height was determined by GEOID03.
 DV1885
 DV1885;                    North         East     Units Scale Factor Converg.
 DV1885;SPC AZ C     -   323,777.183   100,084.183   MT  1.00005813   -0 41 00.8
 DV1885;SPC AZ C     - 1,062,261.10    328,360.18   iFT  1.00005813   -0 41 00.8
 DV1885;UTM  12      - 3,754,671.680   302,006.393   MT  1.00008328   -1 11 43.1
 DV1885
 DV1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1885!SPC AZ C     -   0.99990000  x   1.00005813  =   0.99995813
 DV1885!UTM  12      -   0.99990000  x   1.00008328  =   0.99998327
 DV1885
 DV1885:                Primary Azimuth Mark                     Grid Az
 DV1885:SPC AZ C     -  SEVEN MILE PEAK                          079 16 42.6
 DV1885:UTM  12      -  SEVEN MILE PEAK                          079 47 24.9
 DV1885
 DV1885|---------------------------------------------------------------------|
 DV1885| PID    Reference Object                     Distance      Geod. Az  |
 DV1885|                                                           dddmmss.s |
 DV1885| DV1878 SEVEN MILE PEAK                     APPROX. 8.6 KM 0783541.8 |
 DV1885| CS6610 AGUILA RM 1                           8.932 METERS 11727     |
 DV1885| DV1886 T7N R9 8W SECS 25 30 31 36            2.000 METERS 18225     |
 DV1885| CS6611 AGUILA RM 2                           7.459 METERS 24026     |
 DV1885| DV1884 AGUILA RAILROAD WATER TANK          APPROX. 4.5 KM 3173144.1 |
 DV1885|---------------------------------------------------------------------|
 DV1885
 DV1885                          SUPERSEDED SURVEY CONTROL
 DV1885
 DV1885  NAD 83(1992)-  33 54 49.94392(N)    113 08 29.93806(W) AD(       ) 1
 DV1885  NAD 83(1986)-  33 54 49.94266(N)    113 08 29.94080(W) AD(       ) 1
 DV1885  NAD 27      -  33 54 49.83900(N)    113 08 27.24400(W) AD(       ) 1
 DV1885  NGVD 29 (07/19/86)  666.37   (m)         2186.2    (f) LEVELING    3  
 DV1885
 DV1885.Superseded values are not recommended for survey control.
 DV1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1885.See file dsdata.txt to determine how the superseded data were derived.
 DV1885
 DV1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0200654672(NAD 83)
 DV1885_MARKER: DS = TRIANGULATION STATION DISK
 DV1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1885+STABILITY: SURFACE MOTION
 DV1885
 DV1885  HISTORY     - Date     Condition        Report By
 DV1885  HISTORY     - 1924     MONUMENTED       CGS
 DV1885  HISTORY     - 1974     GOOD             DMA
 DV1885  HISTORY     - 1985     GOOD             AZDT
 DV1885  HISTORY     - 19860325 MARK NOT FOUND   USGS
 DV1885  HISTORY     - 19990109 GOOD             USPSQD
 DV1885  HISTORY     - 20070428 GOOD             GEOCAC
 DV1885
 DV1885                          STATION DESCRIPTION
 DV1885
 DV1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1885'ABOUT 2 MILES SOUTH AND 2 MILES EAST OF AGUILA, IN OPEN GALLETTA
 DV1885'FLATS AND 6 FEET NORTH OF A FENCE LINE.  MARKED BY STANDARD
 DV1885'BRONZE DISKS.  T. 7 N., R.
 DV1885'9 W., SCC. 25, SOUTHWEST CORNER IS 2.00 METERS (6.6 FEET)
 DV1885'FROM STATION S 02 DEG 25 MIN W.
 DV1885
 DV1885                          STATION RECOVERY (1974)
 DV1885
 DV1885'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 DV1885'DUE TO ADDITIONS MADE AT THIS STATION BY DMATC DURING BASE LINE
 DV1885'SURVEYS, A NEW DESCRIPTION FOLLOWS.
 DV1885'
 DV1885'THE STATION IS LOCATED 2 MILES EAST AND 2 MILES SOUTH OF AGUILA.
 DV1885'
 DV1885'TO REACH FROM THE POST OFFICE IN AGUILA, GO EAST ON U.S. HIGHWAY 60
 DV1885'AND 70 FOR 2.7 MILES TO A ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 DV1885'2.0 MILES TO A CROSSROADS, TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 DV1885'THE STATION ON THE LEFT.
 DV1885'
 DV1885'THE STATION MARK IS A STANDARD USC AND GS TRIANGULATION DISK SET IN A
 DV1885'CONCRETE MASS 2 FEET BELOW THE GROUND SURFACE.  IT IS LOCATED ON THE
 DV1885'SOUTH EDGE OF THE ROAD AND IS 7 FEET NORTH OF AN EAST - WEST
 DV1885'FENCELINE, 43 FEET SOUTH OF THE CENTERLINE OF A CONCRETE LINE
 DV1885'IRRIGATION DITCH, AND 7.4 FEET NORTH OF A METAL WITNESS POST WITH
 DV1885'SIGN.  NOTE--THE MARK WAS STAMPED AT THIS VISIT.
 DV1885'
 DV1885'REFERENCE MARK 1 IS A USGLO SECTION CORNER CAP RIVETED ON TOP OF A
 DV1885'4-INCH DIAMETER IRON PIPE THAT PROJECTS 1.0 FOOT ABOVE THE GROUND.
 DV1885'IT IS STAMPED--T7N R9W R8W S25 S30 S36 S31 1911.  IT IS LOCATED IN
 DV1885'THE EAST-WEST FENCELINE, 1.0 FOOT WEST OF A METAL WITNESS POST AND
 DV1885'7.240 FEET SOUTH OF THE STATION.
 DV1885'
 DV1885'REFERENCE MARK 2 IS A HEXAGONAL BOLT CEMENTED IN A DRILL HOLE ON TOP
 DV1885'OF THE EAST END OF A CONCRETE CULVERT PIPE.  THERE IS AN ARROW
 DV1885'STAMPED ON TOP OF THE BOLT HEAD AND POINTS TO THE STATION.  IT IS
 DV1885'LOCATED 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, 65 FEET EAST
 DV1885'OF VERTICAL CONCRETE CYLINDER, AND 44.984 FEET NORTHWEST OF THE
 DV1885'STATION.
 DV1885'
 DV1885'AZIMUTH MARK IS A DEFENSE MAPPING AGENCY DISK CEMENTED IN A DRILL
 DV1885'HOLE ON TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION THAT
 DV1885'SUPPORTS AN ELECTRIC MOTOR FOR A PUMP.  IT IS STAMPED--AGUILA AZ MK
 DV1885'TOPO.  CENTER 1974 AND LOCATED 50 FEET NORTH OF THE CENTERLINE
 DV1885'OF THE ROAD, AND 25 FEET WEST OF A NORTH-SOUTH CANAL.  TO REACH
 DV1885'FROM THE STATION, GO WEST FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 DV1885
 DV1885                          STATION RECOVERY (1985)
 DV1885
 DV1885'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1885'THE STATION MARK AND THE SECTION CORNER WERE RECOVERED AS DESCRIBED IN
 DV1885'1924.  REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A COMPLETE
 DV1885'DESCRIPTION FOLLOWS.
 DV1885'
 DV1885'THE STATION IS LOCATED 3 MILES SOUTHEAST OF AGUILA AND 2 MILES SOUTH
 DV1885'OF U.S. HIGHWAY 60.  IT IS AT THE SOUTH EDGE OF THE CULTIVATED FARM
 DV1885'LAND.
 DV1885'
 DV1885'THE STATION MARK IS A STANDARD DISK STAMPED---AGUILA 1924---.  IT IS
 DV1885'SET IN TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT BELOW THE
 DV1885'GROUND LEVEL.  IT IS 36 FEET SOUTH OF THE CENTER OF AN IRRIGATION
 DV1885'DITCH, 22 FEET SOUTH OF THE CENTER OF AN EAST/WEST FARM ROAD, 7 FEET
 DV1885'NORTH OF A FENCE LINE AND 6 FEET NORTH OF THE WITNESS POST.
 DV1885'
 DV1885'REFERENCE MARK 1 IS A NGS DISK STAMPED---AGUILA 1924 1984---.  IT IS
 DV1885'SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 8
 DV1885'FEET SOUTH OF THE FENCE LINE
 DV1885'
 DV1885'REFERENCE MARK 2 IS A NGS DISK STAMPED---AGUILA 1924 1984---.  IT IS
 DV1885'SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS  5
 DV1885'FEET SOUTH OF THE FENCE.
 DV1885'
 DV1885'T7N R9W SECTION 25 SW CORNER IS A GLO DISK ON A 2-1/2 INCH PIPE WHICH
 DV1885'PROJECTS 1 FOOT.  IT IS 7-1/2 FEET SOUTH OF THE STATION, 2-1/2 FEET
 DV1885'SOUTHWEST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 DV1885'
 DV1885'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV1885'U.S. HIGHWAY 60 FOR 1.75 MILES TO A DIRT ROAD CROSSING AT MILE POST
 DV1885'86.15.  TURN RIGHT AND TRAVEL SOUTH ALONG THE FARM ROAD FOR 1.0 MILE
 DV1885'TO A FORK OR OFFSET IN ROAD.  TAKE THE LEFT FORK AND CONTINUE SOUTH
 DV1885'ALONG THE EAST SIDE OF A NORTH-SOUTH FENCELINE 1.1 MILES TO A T-ROAD.
 DV1885'TURN LEFT AND TRAVEL EAST FOR 50 FEET TO THE STATION ON THE RIGHT IN
 DV1885'THE BRUSH LINE AT THE FENCE.
 DV1885
 DV1885                          STATION RECOVERY (1986)
 DV1885
 DV1885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRS)
 DV1885'MARK NOT FOUND.
 DV1885
 DV1885                          STATION RECOVERY (1999)
 DV1885
 DV1885'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1885'RECOVERED IN GOOD CONDITION.
 DV1885
 DV1885                          STATION RECOVERY (2007)
 DV1885
 DV1885'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1885'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1985 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2125 ***********************************************************************
 CZ2125  DESIGNATION -  AH 43
 CZ2125  PID         -  CZ2125
 CZ2125  STATE/COUNTY-  AZ/PINAL
 CZ2125  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2125
 CZ2125                         *CURRENT SURVEY CONTROL
 CZ2125  ___________________________________________________________________
 CZ2125* NAD 83(1992)-  32 53 37.88517(N)    111 41 15.57531(W)     ADJUSTED  
 CZ2125* NAVD 88     -       431.79   (+/-2cm)    1416.6    (feet)  VERTCON   
 CZ2125  ___________________________________________________________________
 CZ2125  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 CZ2125  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2125  HORZ ORDER  -  FIRST
 CZ2125  VERT ORDER  -  THIRD ? (See Below)
 CZ2125
 CZ2125.The horizontal coordinates were established by classical geodetic methods
 CZ2125.and adjusted by the National Geodetic Survey in August 1993.
 CZ2125
 CZ2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2125.The vertical order pertains to the NGVD 29 superseded value.
 CZ2125
 CZ2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2125
 CZ2125.The geoid height was determined by GEOID03.
 CZ2125
 CZ2125;                    North         East     Units Scale Factor Converg.
 CZ2125;SPC AZ C     -   210,004.340   234,784.897   MT  0.99990566   +0 07 27.7
 CZ2125;SPC AZ C     -   688,990.62    770,291.66   iFT  0.99990566   +0 07 27.7
 CZ2125;UTM  12      - 3,639,729.633   435,684.240   MT  0.99965100   -0 22 24.5
 CZ2125
 CZ2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2125!SPC AZ C     -   0.99993693  x   0.99990566  =   0.99984260
 CZ2125!UTM  12      -   0.99993693  x   0.99965100  =   0.99958795
 CZ2125
 CZ2125|---------------------------------------------------------------------|
 CZ2125| PID    Reference Object                     Distance      Geod. Az  |
 CZ2125|                                                           dddmmss.s |
 CZ2125| CH4011 AH 43 RM E                            8.828 METERS 08915     |
 CZ2125| CH4012 AH 43 RM S                            8.832 METERS 17914     |
 CZ2125| CZ2047 CASA GRANDE 2                       APPROX. 8.5 KM 1961448.0 |
 CZ2125|---------------------------------------------------------------------|
 CZ2125
 CZ2125                          SUPERSEDED SURVEY CONTROL
 CZ2125
 CZ2125  NAD 83(1986)-  32 53 37.87971(N)    111 41 15.57673(W) AD(       ) 1
 CZ2125  NAD 27      -  32 53 37.67873(N)    111 41 13.11209(W) AD(       ) 1
 CZ2125  NGVD 29 (07/19/86)  431.27   (m)         1414.9    (f) LEVELING    3  
 CZ2125
 CZ2125.Superseded values are not recommended for survey control.
 CZ2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2125.See file dsdata.txt to determine how the superseded data were derived.
 CZ2125
 CZ2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3568439730(NAD 83)
 CZ2125_MARKER: DD = SURVEY DISK
 CZ2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2125
 CZ2125  HISTORY     - Date     Condition        Report By
 CZ2125  HISTORY     - 1967     MONUMENTED       DMA
 CZ2125  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 CZ2125
 CZ2125                          STATION DESCRIPTION
 CZ2125
 CZ2125'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2125'T-6-S.  R-6-E.  IN SECTION 24 NEAR THE NORTHWEST CORNER.
 CZ2125'
 CZ2125'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2125'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2125'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2125'IS STAMPED--AH 43 1967 ARMY MAP SERVICE.
 CZ2125'
 CZ2125'THE STATION MARK IS LOCATED 68 FEET EAST OF THE CENTERLINE
 CZ2125'OF NORTH-SOUTH ROAD.  93 FEET EAST OF THE CENTERLINE OF
 CZ2125'NORTH-SOUTH DRAIN DITCH.  99 FEET WEST OF THE INTERSTATE 10
 CZ2125'FENCE.  140 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  66
 CZ2125'FEET SOUTH OF THE INTERSTATE 10 FENCE.
 CZ2125'
 CZ2125'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2125'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO A
 CZ2125'CROSSROAD ON THE WEST SIDE OF A DITCH.  TURN LEFT AND GO NORTH
 CZ2125'ON WEST SIDE OF DITCH FOR 1.3 MILES TO A CROSSING OF DITCH.  TURN
 CZ2125'RIGHT AND GO SOUTH FOR 0.3 MILE TO OVERPASS AND THE STATION SITE.
 CZ2125
 CZ2125                          STATION RECOVERY (2007)
 CZ2125
 CZ2125'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2125'THE DESCRIBED LOCATION APPEARS TO HAVE BEEN PLOWED WITHIN THE LAST
 CZ2125'FIVE YEARS. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2126 ***********************************************************************
 CZ2126  DESIGNATION -  AH 44
 CZ2126  PID         -  CZ2126
 CZ2126  STATE/COUNTY-  AZ/PINAL
 CZ2126  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2126
 CZ2126                         *CURRENT SURVEY CONTROL
 CZ2126  ___________________________________________________________________
 CZ2126* NAD 83(1992)-  32 52 52.32494(N)    111 41 16.00011(W)     ADJUSTED  
 CZ2126* NAVD 88     -       434.48   (+/-2cm)    1425.5    (feet)  VERTCON   
 CZ2126  ___________________________________________________________________
 CZ2126  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CZ2126  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2126  HORZ ORDER  -  FIRST
 CZ2126  VERT ORDER  -  THIRD ? (See Below)
 CZ2126
 CZ2126.The horizontal coordinates were established by classical geodetic methods
 CZ2126.and adjusted by the National Geodetic Survey in August 1993.
 CZ2126
 CZ2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2126.The vertical order pertains to the NGVD 29 superseded value.
 CZ2126
 CZ2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2126
 CZ2126.The geoid height was determined by GEOID03.
 CZ2126
 CZ2126;                    North         East     Units Scale Factor Converg.
 CZ2126;SPC AZ C     -   208,600.913   234,776.902   MT  0.99990565   +0 07 27.4
 CZ2126;SPC AZ C     -   684,386.20    770,265.43   iFT  0.99990565   +0 07 27.4
 CZ2126;UTM  12      - 3,638,326.685   435,664.058   MT  0.99965104   -0 22 24.3
 CZ2126
 CZ2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2126!SPC AZ C     -   0.99993651  x   0.99990565  =   0.99984217
 CZ2126!UTM  12      -   0.99993651  x   0.99965104  =   0.99958757
 CZ2126
 CZ2126:                Primary Azimuth Mark                     Grid Az
 CZ2126:SPC AZ C     -  AH 43                                    000 19 35.1
 CZ2126:UTM  12      -  AH 43                                    000 49 26.8
 CZ2126
 CZ2126|---------------------------------------------------------------------|
 CZ2126| PID    Reference Object                     Distance      Geod. Az  |
 CZ2126|                                                           dddmmss.s |
 CZ2126| CZ2125 AH 43                               APPROX. 1.4 KM 0002702.5 |
 CZ2126| CH4013 AH 44 RM E                            8.835 METERS 08854     |
 CZ2126| CH4014 AH 44 RM S                            8.835 METERS 17855     |
 CZ2126|---------------------------------------------------------------------|
 CZ2126
 CZ2126                          SUPERSEDED SURVEY CONTROL
 CZ2126
 CZ2126  NAD 83(1986)-  32 52 52.31948(N)    111 41 16.00143(W) AD(       ) 1
 CZ2126  NAD 27      -  32 52 52.11719(N)    111 41 13.53818(W) AD(       ) 1
 CZ2126  NGVD 29 (07/19/86)  433.97   (m)         1423.8    (f) LEVELING    3  
 CZ2126
 CZ2126.Superseded values are not recommended for survey control.
 CZ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2126.See file dsdata.txt to determine how the superseded data were derived.
 CZ2126
 CZ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3566438327(NAD 83)
 CZ2126_MARKER: DD = SURVEY DISK
 CZ2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2126
 CZ2126  HISTORY     - Date     Condition        Report By
 CZ2126  HISTORY     - 1967     MONUMENTED       DMA
 CZ2126  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ2126
 CZ2126                          STATION DESCRIPTION
 CZ2126
 CZ2126'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2126'T-6-S.  R-6-E.  IN SECTION 24 NEAR THE SOUTHWEST CORNER.
 CZ2126'
 CZ2126'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2126'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2126'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2126'STAMPED--AH 44 1967 ARMY MAP SERVICE.
 CZ2126'
 CZ2126'THE STATION MARK IS LOCATED 36 FEET WEST-NORTHWEST OF THE
 CZ2126'INTERSTATE 10 FENCE.  53 FEET EAST OF THE CENTERLINE OF
 CZ2126'NORTH-SOUTH DRAIN DITCH ROAD.  79 FEET EAST OF THE CENTERLINE
 CZ2126'OF NORTH-SOUTH DRAIN DITCH.
 CZ2126'
 CZ2126'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2126'GRANDE, ARIZONA, GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO A
 CZ2126'CROSSROAD ON THE WEST SIDE OF A DITCH.  TURN LEFT AND GO NORTH
 CZ2126'ON WEST SIDE OF THE DITCH FOR 1.3 MILES TO A CROSSING OF
 CZ2126'DITCH.  TURN RIGHT AND GO SOUTH ON EAST SIDE OF DITCH FOR 1.2
 CZ2126'MILES TO THE STATION SITE.
 CZ2126
 CZ2126                          STATION RECOVERY (2007)
 CZ2126
 CZ2126'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2126'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2078 ***********************************************************************
 CZ2078  DESIGNATION -  AH 45
 CZ2078  PID         -  CZ2078
 CZ2078  STATE/COUNTY-  AZ/PINAL
 CZ2078  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2078
 CZ2078                         *CURRENT SURVEY CONTROL
 CZ2078  ___________________________________________________________________
 CZ2078* NAD 83(1992)-  32 51 55.70969(N)    111 41 19.12786(W)     ADJUSTED  
 CZ2078* NAVD 88     -       436.25   (+/-2cm)    1431.3    (feet)  VERTCON   
 CZ2078  ___________________________________________________________________
 CZ2078  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 CZ2078  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2078  HORZ ORDER  -  FIRST
 CZ2078  VERT ORDER  -  THIRD ? (See Below)
 CZ2078
 CZ2078.The horizontal coordinates were established by classical geodetic methods
 CZ2078.and adjusted by the National Geodetic Survey in August 1993.
 CZ2078
 CZ2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2078.The vertical order pertains to the NGVD 29 superseded value.
 CZ2078
 CZ2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2078
 CZ2078.The geoid height was determined by GEOID03.
 CZ2078
 CZ2078;                    North         East     Units Scale Factor Converg.
 CZ2078;SPC AZ C     -   206,856.806   234,699.374   MT  0.99990561   +0 07 25.5
 CZ2078;SPC AZ C     -   678,664.06    770,011.07   iFT  0.99990561   +0 07 25.5
 CZ2078;UTM  12      - 3,636,583.762   435,571.411   MT  0.99965118   -0 22 25.4
 CZ2078
 CZ2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2078!SPC AZ C     -   0.99993623  x   0.99990561  =   0.99984185
 CZ2078!UTM  12      -   0.99993623  x   0.99965118  =   0.99958744
 CZ2078
 CZ2078|---------------------------------------------------------------------|
 CZ2078| PID    Reference Object                     Distance      Geod. Az  |
 CZ2078|                                                           dddmmss.s |
 CZ2078| CH4015 AH 45 RM E                            8.823 METERS 08913     |
 CZ2078| CH4016 AH 45 RM S                            8.833 METERS 17912     |
 CZ2078| CZ2083 STA 1 OF C15                        APPROX. 0.8 KM 3574440.8 |
 CZ2078|---------------------------------------------------------------------|
 CZ2078
 CZ2078                          SUPERSEDED SURVEY CONTROL
 CZ2078
 CZ2078  NAD 83(1986)-  32 51 55.70422(N)    111 41 19.12905(W) AD(       ) 1
 CZ2078  NAD 27      -  32 51 55.50035(N)    111 41 16.66748(W) AD(       ) 1
 CZ2078  NGVD 29 (07/19/86)  435.75   (m)         1429.6    (f) LEVELING    3  
 CZ2078
 CZ2078.Superseded values are not recommended for survey control.
 CZ2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2078.See file dsdata.txt to determine how the superseded data were derived.
 CZ2078
 CZ2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3557136584(NAD 83)
 CZ2078_MARKER: DD = SURVEY DISK
 CZ2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2078
 CZ2078  HISTORY     - Date     Condition        Report By
 CZ2078  HISTORY     - 1967     MONUMENTED       DMA
 CZ2078
 CZ2078                          STATION DESCRIPTION
 CZ2078
 CZ2078'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2078'T-6-S.  R-6-E.  IN SECTION 26 NEAR THE SOUTHEAST CORNER.
 CZ2078'
 CZ2078'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2078'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2078'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2078'IS STAMPED--AH 45 1967 ARMY MAP SERVICE.
 CZ2078'
 CZ2078'THE STATION MARK IS LOCATED 54 FEET NORTH OF THE CENTERLINE OF
 CZ2078'THE EAST-WEST ROAD.  130 FEET NORTH OF THE CENTERLINE OF THE
 CZ2078'EAST-WEST ROAD.  83 FEET NORTH OF THE EAST-WEST INTERSTATE
 CZ2078'FENCE.  52 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION
 CZ2078'DITCH.  103 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 CZ2078'ROAD.  135 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH DRAIN
 CZ2078'DITCH.
 CZ2078'
 CZ2078'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2078'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO A
 CZ2078'CROSSROAD ON WEST SIDE OF A DITCH.  TURN RIGHT AND GO SOUTH FOR
 CZ2078'1.0 MILE TO A CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1022 ***********************************************************************
 CZ1022  DESIGNATION -  AH 47
 CZ1022  PID         -  CZ1022
 CZ1022  STATE/COUNTY-  AZ/PINAL
 CZ1022  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1022
 CZ1022                         *CURRENT SURVEY CONTROL
 CZ1022  ___________________________________________________________________
 CZ1022* NAD 83(1992)-  32 50 06.77042(N)    111 41 13.17191(W)     ADJUSTED  
 CZ1022* NAVD 88     -       442.89   (+/-2cm)    1453.0    (feet)  VERTCON   
 CZ1022  ___________________________________________________________________
 CZ1022  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CZ1022  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1022  HORZ ORDER  -  FIRST
 CZ1022  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1022
 CZ1022.The horizontal coordinates were established by classical geodetic methods
 CZ1022.and adjusted by the National Geodetic Survey in August 1993.
 CZ1022
 CZ1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1022.The vertical order pertains to the NGVD 29 superseded value.
 CZ1022
 CZ1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1022
 CZ1022.The geoid height was determined by GEOID03.
 CZ1022
 CZ1022;                    North         East     Units Scale Factor Converg.
 CZ1022;SPC AZ C     -   203,501.477   234,861.502   MT  0.99990570   +0 07 28.3
 CZ1022;SPC AZ C     -   667,655.76    770,542.99   iFT  0.99990570   +0 07 28.3
 CZ1022;UTM  12      - 3,633,228.007   435,704.379   MT  0.99965097   -0 22 21.1
 CZ1022
 CZ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1022!SPC AZ C     -   0.99993519  x   0.99990570  =   0.99984090
 CZ1022!UTM  12      -   0.99993519  x   0.99965097  =   0.99958619
 CZ1022
 CZ1022|---------------------------------------------------------------------|
 CZ1022| PID    Reference Object                     Distance      Geod. Az  |
 CZ1022|                                                           dddmmss.s |
 CZ1022| CH4019 AH 47 RM E                            8.837 METERS 08917     |
 CZ1022| CH4020 AH 47 RM S                            8.842 METERS 17921     |
 CZ1022| CZ2047 CASA GRANDE 2                       APPROX. 3.0 KM 2351713.7 |
 CZ1022|---------------------------------------------------------------------|
 CZ1022
 CZ1022                          SUPERSEDED SURVEY CONTROL
 CZ1022
 CZ1022  NAD 83(1986)-  32 50 06.76494(N)    111 41 13.17282(W) AD(       ) 1
 CZ1022  NAD 27      -  32 50 06.55785(N)    111 41 10.71494(W) AD(       ) 1
 CZ1022  NGVD 29 (??/??/92)  442.369  (m)         1451.34   (f) ADJ UNCH    1 2
 CZ1022
 CZ1022.Superseded values are not recommended for survey control.
 CZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1022.See file dsdata.txt to determine how the superseded data were derived.
 CZ1022
 CZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3570433228(NAD 83)
 CZ1022_MARKER: DD = SURVEY DISK
 CZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1022_STAMPING: AH 47 1967
 CZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1022+STABILITY: SURFACE MOTION
 CZ1022
 CZ1022  HISTORY     - Date     Condition        Report By
 CZ1022  HISTORY     - 1967     MONUMENTED       DMA
 CZ1022  HISTORY     - 1967     GOOD             NGS
 CZ1022  HISTORY     - 1975     GOOD             AZDT
 CZ1022  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1022  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1022  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1022
 CZ1022                          STATION DESCRIPTION
 CZ1022
 CZ1022'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1022'T-7-S.  R-6-E.  IN SECTION 12 NEAR THE NORTHWEST CORNER.
 CZ1022'
 CZ1022'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1022'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1022'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1022'IS STAMPED--AH 47 1967 ARMY MAP SERVICE.
 CZ1022'
 CZ1022'THE STATION MARK IS LOCATED 207 FEET NORTH-NORTHEAST OF THE
 CZ1022'EAST-SOUTHEAST - WEST-NORTHWEST CANAL.  220 FEET EAST-SOUTHEAST OF
 CZ1022'THE ENTRANCE ROAD TO INTERSTATE 10.  372 FEET SOUTH OF THE
 CZ1022'ENTRANCE ROAD TO THE INTERSTATE 10.
 CZ1022'
 CZ1022'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1022'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 5.2 MILES TO
 CZ1022'INTERSECTION WITH INTERSTATE 10 AND THE STATION SITE.
 CZ1022
 CZ1022                          STATION RECOVERY (1967)
 CZ1022
 CZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1022'5.0 MI SE FROM CASA GRANDE.
 CZ1022'ABOUT 4.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1022'STATION AT CASA GRANDE, THENCE 0.1 MILE NORTHEAST ALONG THE ACCESS
 CZ1022'ROAD WHICH LEADS TO INTERSTATE HIGHWAY 10, IN S 1, T 7 S, R 6 E, 0.1
 CZ1022'MILE NORTHWEST OF THE NORTH END OF THE RAILROAD UNDERPASS FOR
 CZ1022'INTERSTATE HIGHWAY 10, 274 FEET WEST OF THE CENTER LINE OF THE
 CZ1022'HIGHWAY, 220 FEET SOUTHEAST OF THE CENTER LINE OF THE ACCESS ROAD, 188
 CZ1022'FEET NORTHEAST OF THE NORTHEAST BANK OF AN IRRIGATION CANAL, 348 FEET
 CZ1022'EAST AND ACROSS THE ACCESS ROAD FROM BENCH MARK 1453.50 (AHD), ABOUT 4
 CZ1022'FEET BELOW THE LEVEL OF THE ACCESS ROAD, AND SET IN THE TOP OF A
 CZ1022'CONCRETE POST PROJECTING 1 INCH.
 CZ1022
 CZ1022                          STATION RECOVERY (1975)
 CZ1022
 CZ1022'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1022'FROM MILEPOST 178, I-8, WEST FOR 0.1 MILES AND TO THE STATION ON THE
 CZ1022'RIGHT.  50 FT. NORTH OF THE NORTH R/W FENCE.  AN AMS BRASS CAP, SET IN
 CZ1022'A 10 IN. CONCRETE POST, UP 0.1 FT., SURROUNDED BY A 10 IN. CONCRETE
 CZ1022'RING, AND FLANKED BY 4 25 FT. CONCRETE SLABS WHICH RADIATE FROM THE
 CZ1022'CENTRAL POINT LIKE FLOWER PETALS.
 CZ1022
 CZ1022                          STATION RECOVERY (1980)
 CZ1022
 CZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1022'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  CONCRETE APRONS WHICH
 CZ1022'FORM A CROSS HAVE BEEN TORN OUT AND THE MARK IS BELIEVED DESTROYED.
 CZ1022
 CZ1022                          STATION RECOVERY (1980)
 CZ1022
 CZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1022'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  CONCRETE APRONS WHICH
 CZ1022'FORM A CROSS HAVE BEEN TORN OUT AND THE MARK IS BELIEVED DESTROYED.
 CZ1022
 CZ1022                          STATION RECOVERY (2007)
 CZ1022
 CZ1022'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1022'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1512 ***********************************************************************
 CZ1512  DESIGNATION -  AH 48
 CZ1512  PID         -  CZ1512
 CZ1512  STATE/COUNTY-  AZ/PINAL
 CZ1512  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1512
 CZ1512                         *CURRENT SURVEY CONTROL
 CZ1512  ___________________________________________________________________
 CZ1512* NAD 83(1992)-  32 49 15.66526(N)    111 41 19.64657(W)     ADJUSTED  
 CZ1512* NAVD 88     -       447.411  (meters)    1467.88   (feet)  READJUSTED
 CZ1512  ___________________________________________________________________
 CZ1512  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CZ1512  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1512  DYNAMIC HT  -         446.860 (meters)    1466.07  (feet)  COMP
 CZ1512  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 CZ1512  OBS GRAVITY -     979,392.9   (mgal)                       GRAV_OBS
 CZ1512
 CZ1512  HORZ ORDER  -  FIRST
 CZ1512  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1512
 CZ1512.The horizontal coordinates were established by classical geodetic methods
 CZ1512.and adjusted by the National Geodetic Survey in August 1993.
 CZ1512
 CZ1512.The orthometric height was determined by differential leveling
 CZ1512.and adjusted in April 1999.
 CZ1512.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1512.mark was located on a no-check spur therefore a value was not computed.
 CZ1512.The height was derived from older observations constrained to new
 CZ1512.heights in a crustal motion area.  The height is approximate in
 CZ1512.relation to other heights in its vicinity.
 CZ1512.No vertical observational check was made to the station.
 CZ1512
 CZ1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1512
 CZ1512.The geoid height was determined by GEOID03.
 CZ1512
 CZ1512.The dynamic height is computed by dividing the NAVD 88
 CZ1512.geopotential number by the normal gravity value computed on the
 CZ1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1512.degrees latitude (g = 980.6199 gals.).
 CZ1512
 CZ1512.The modeled gravity was interpolated from observed gravity values.
 CZ1512.The observed gravity was obtained from relative gravimeter ties
 CZ1512.to the IGSN71 gravity network.
 CZ1512
 CZ1512;                    North         East     Units Scale Factor Converg.
 CZ1512;SPC AZ C     -   201,926.922   234,696.523   MT  0.99990561   +0 07 24.6
 CZ1512;SPC AZ C     -   662,489.90    770,001.72   iFT  0.99990561   +0 07 24.6
 CZ1512;UTM  12      - 3,631,655.342   435,525.796   MT  0.99965126   -0 22 24.1
 CZ1512
 CZ1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1512!SPC AZ C     -   0.99993448  x   0.99990561  =   0.99984010
 CZ1512!UTM  12      -   0.99993448  x   0.99965126  =   0.99958577
 CZ1512
 CZ1512|---------------------------------------------------------------------|
 CZ1512| PID    Reference Object                     Distance      Geod. Az  |
 CZ1512|                                                           dddmmss.s |
 CZ1512| CH4021 AH 48 RM E                            8.818 METERS 08908     |
 CZ1512| CH4022 AH 48 RM S                            8.835 METERS 17908     |
 CZ1512| CZ2047 CASA GRANDE 2                       APPROX. 2.3 KM 2665204.5 |
 CZ1512|---------------------------------------------------------------------|
 CZ1512
 CZ1512                          SUPERSEDED SURVEY CONTROL
 CZ1512
 CZ1512  NAD 83(1986)-  32 49 15.65977(N)    111 41 19.64723(W) AD(       ) 1
 CZ1512  NAD 27      -  32 49 15.45162(N)    111 41 17.18999(W) AD(       ) 1
 CZ1512  NAVD 88 (06/15/91)  447.419  (m)         1467.91   (f) UNKNOWN     1 2
 CZ1512  NGVD 29 (??/??/92)  446.829  (m)         1465.97   (f) ADJ UNCH    1 2
 CZ1512
 CZ1512.Superseded values are not recommended for survey control.
 CZ1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1512.See file dsdata.txt to determine how the superseded data were derived.
 CZ1512
 CZ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3552631655(NAD 83)
 CZ1512_MARKER: DD = SURVEY DISK
 CZ1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1512_SP_SET: CONCRETE POST
 CZ1512_STAMPING: AH 48 1966 ARMY MAP SERVICE
 CZ1512_MARK LOGO: USE   
 CZ1512_PROJECTION: PROJECTING 1 CENTIMETERS
 CZ1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1512+STABILITY: SURFACE MOTION
 CZ1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1512+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1512
 CZ1512  HISTORY     - Date     Condition        Report By
 CZ1512  HISTORY     - 1966     MONUMENTED       DMA
 CZ1512  HISTORY     - 1980     GOOD             NGS
 CZ1512  HISTORY     - 1984     GOOD             NGS
 CZ1512  HISTORY     - 19911205 GOOD             NGS
 CZ1512  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1512
 CZ1512                          STATION DESCRIPTION
 CZ1512
 CZ1512'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ1512'T-7-S.  R-6-E.  IN SECTION 14 NEAR THE NORTHEAST CORNER.
 CZ1512'
 CZ1512'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1512'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1512'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1512'IS STAMPED--AH 48 1966 ARMY MAP SERVICE.
 CZ1512'
 CZ1512'THE STATION MARK IS LOCATED 53 FEET WEST OF THE NORTH-SOUTH
 CZ1512'FENCE.  51 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST INTERSTATE
 CZ1512'FENCE.  115.8 FEET SOUTHWEST OF A 3/8 IRON ROD SUPPOSED TO BE
 CZ1512'THE SECTION CORNER.
 CZ1512'
 CZ1512'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1512'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 5.1 MILES TO A
 CZ1512'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.9 MILE TO INTERSECTION
 CZ1512'WITH INTERSTATE 8 AND THE STATION SITE.
 CZ1512
 CZ1512                          STATION RECOVERY (1980)
 CZ1512
 CZ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1512'9.9 KM SE FROM CASA GRANDE.
 CZ1512'THE MARK IS 2.2 M BELOW THE ON-RAMP.
 CZ1512'8.1 KILOMETERS (5.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1512'RAILROAD FROM THE STATION IN CASA GRANDE, THENCE 1.3 KILOMETERS
 CZ1512'(0.8 MILE) SOUTH ALONG INTERSTATE HIGHWAY 10 TO THE INTERSTATE
 CZ1512'HIGHWAY 8 ON-RAMP, THENCE 0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG
 CZ1512'THE INTERSTATE HIGHWAY 8 ON-RAMP, A CONCRETE POST SET IN THE CENTER
 CZ1512'OF AN 18.3 METER (60.0 FOOT) CONCRETE CROSS USED FOR TOPOGRAPHIC
 CZ1512'CONTROL, 61.0 METERS (200 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ1512'WEST BOUND LANE OF INTERSTATE HIGHWAY 8, 23.5 METERS (77 FEET) WEST
 CZ1512'OF U.S. COST AND GEODETIC BENCH MARK S 348 AND A POWER LINE
 CZ1512'POLE AT A RIGHT ANGLE WEST TO NORTH IN THE POWER LINES.
 CZ1512
 CZ1512                          STATION RECOVERY (1984)
 CZ1512
 CZ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1512'RECOVERED IN GOOD CONDITION.
 CZ1512
 CZ1512                          STATION RECOVERY (1991)
 CZ1512
 CZ1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1512'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1512'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1512'BOULEVARD) IN CASA GRANDE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG
 CZ1512'INTERSTATE HIGHWAY 10, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 CZ1512'INTERSTATE HIGHWAY 8, NEAR THE CENTER OF 4 CONCRETE SLABS THAT FORM A
 CZ1512'CROSS FOR TOPOGRAPHIC CONTROL, 52.1 M (170.9 FT) NORTHEAST OF THE
 CZ1512'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 23.5 M (77.1 FT)
 CZ1512'SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES AND BENCH MARK S 348,
 CZ1512'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 CZ1512'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 CZ1512
 CZ1512                          STATION RECOVERY (2007)
 CZ1512
 CZ1512'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2082 ***********************************************************************
 CZ2082  DESIGNATION -  AH 49
 CZ2082  PID         -  CZ2082
 CZ2082  STATE/COUNTY-  AZ/PINAL
 CZ2082  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2082
 CZ2082                         *CURRENT SURVEY CONTROL
 CZ2082  ___________________________________________________________________
 CZ2082* NAD 83(1992)-  32 48 25.75339(N)    111 41 20.06564(W)     ADJUSTED  
 CZ2082* NAVD 88     -       452.57   (+/-2cm)    1484.8    (feet)  VERTCON   
 CZ2082  ___________________________________________________________________
 CZ2082  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CZ2082  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2082  HORZ ORDER  -  FIRST
 CZ2082  VERT ORDER  -  THIRD ? (See Below)
 CZ2082
 CZ2082.The horizontal coordinates were established by classical geodetic methods
 CZ2082.and adjusted by the National Geodetic Survey in August 1993.
 CZ2082
 CZ2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2082.The vertical order pertains to the NGVD 29 superseded value.
 CZ2082
 CZ2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2082
 CZ2082.The geoid height was determined by GEOID03.
 CZ2082
 CZ2082;                    North         East     Units Scale Factor Converg.
 CZ2082;SPC AZ C     -   200,389.469   234,688.936   MT  0.99990561   +0 07 24.3
 CZ2082;SPC AZ C     -   657,445.76    769,976.82   iFT  0.99990561   +0 07 24.3
 CZ2082;UTM  12      - 3,630,118.403   435,504.884   MT  0.99965129   -0 22 23.8
 CZ2082
 CZ2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2082!SPC AZ C     -   0.99993368  x   0.99990561  =   0.99983929
 CZ2082!UTM  12      -   0.99993368  x   0.99965129  =   0.99958499
 CZ2082
 CZ2082:                Primary Azimuth Mark                     Grid Az
 CZ2082:SPC AZ C     -  FOUR                                     071 37 24.3
 CZ2082:UTM  12      -  FOUR                                     072 07 12.4
 CZ2082
 CZ2082|---------------------------------------------------------------------|
 CZ2082| PID    Reference Object                     Distance      Geod. Az  |
 CZ2082|                                                           dddmmss.s |
 CZ2082| CZ2043 FOUR                                APPROX. 5.8 KM 0714448.6 |
 CZ2082| CH4023 AH 49 RM E                            8.832 METERS 08924     |
 CZ2082| CH4024 AH 49 RM S                            8.832 METERS 17923     |
 CZ2082|---------------------------------------------------------------------|
 CZ2082
 CZ2082                          SUPERSEDED SURVEY CONTROL
 CZ2082
 CZ2082  NAD 83(1986)-  32 48 25.74785(N)    111 41 20.06617(W) AD(       ) 1
 CZ2082  NAD 27      -  32 48 25.53823(N)    111 41 17.61025(W) AD(       ) 1
 CZ2082  NGVD 29 (07/19/86)  452.00   (m)         1482.9    (f) LEVELING    3  
 CZ2082
 CZ2082.Superseded values are not recommended for survey control.
 CZ2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2082.See file dsdata.txt to determine how the superseded data were derived.
 CZ2082
 CZ2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3550530118(NAD 83)
 CZ2082_MARKER: DD = SURVEY DISK
 CZ2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2082
 CZ2082  HISTORY     - Date     Condition        Report By
 CZ2082  HISTORY     - 1966     MONUMENTED       DMA
 CZ2082
 CZ2082                          STATION DESCRIPTION
 CZ2082
 CZ2082'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2082'T-7-S.  R-6-E.  IN SECTION 14 NEAR THE SOUTHEAST CORNER.
 CZ2082'
 CZ2082'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2082'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2082'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2082'IS STAMPED--AH 49 1966 ARMY MAP SERVICE.
 CZ2082'
 CZ2082'THE STATION MARK IS LOCATED 175 FEET NORTH OF THE CENTERLINE
 CZ2082'OF EAST-WEST TRAIL.  134 FEET WEST OF THE CENTERLINE OF
 CZ2082'NORTH-SOUTH ROAD.  219.7 FEET NORTHWEST OF SECTION CORNER.
 CZ2082'
 CZ2082'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2082'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A PAVED
 CZ2082'ROAD SOUTH).  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR 1.2
 CZ2082'MILES TO A T ROAD WEST (JUST SOUTH OF INTERSTATE 8).  TURN RIGHT
 CZ2082'AND GO WEST FOR 1.0 MILE TO A CROSSROAD JUST WEST OF A BUILDING
 CZ2082'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2081 ***********************************************************************
 CZ2081  DESIGNATION -  AH 50
 CZ2081  PID         -  CZ2081
 CZ2081  STATE/COUNTY-  AZ/PINAL
 CZ2081  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2081
 CZ2081                         *CURRENT SURVEY CONTROL
 CZ2081  ___________________________________________________________________
 CZ2081* NAD 83(1992)-  32 47 30.67680(N)    111 41 19.58406(W)     ADJUSTED  
 CZ2081* NAVD 88     -       453.03   (+/-2cm)    1486.3    (feet)  VERTCON   
 CZ2081  ___________________________________________________________________
 CZ2081  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CZ2081  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2081  HORZ ORDER  -  FIRST
 CZ2081  VERT ORDER  -  THIRD ? (See Below)
 CZ2081
 CZ2081.The horizontal coordinates were established by classical geodetic methods
 CZ2081.and adjusted by the National Geodetic Survey in August 1993.
 CZ2081
 CZ2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2081.The vertical order pertains to the NGVD 29 superseded value.
 CZ2081
 CZ2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2081
 CZ2081.The geoid height was determined by GEOID03.
 CZ2081
 CZ2081;                    North         East     Units Scale Factor Converg.
 CZ2081;SPC AZ C     -   198,692.981   234,705.118   MT  0.99990562   +0 07 24.3
 CZ2081;SPC AZ C     -   651,879.86    770,029.91   iFT  0.99990562   +0 07 24.3
 CZ2081;UTM  12      - 3,628,422.271   435,506.362   MT  0.99965129   -0 22 23.0
 CZ2081
 CZ2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2081!SPC AZ C     -   0.99993361  x   0.99990562  =   0.99983923
 CZ2081!UTM  12      -   0.99993361  x   0.99965129  =   0.99958492
 CZ2081
 CZ2081:                Primary Azimuth Mark                     Grid Az
 CZ2081:SPC AZ C     -  FOUR                                     057 11 30.5
 CZ2081:UTM  12      -  FOUR                                     057 41 17.8
 CZ2081
 CZ2081|---------------------------------------------------------------------|
 CZ2081| PID    Reference Object                     Distance      Geod. Az  |
 CZ2081|                                                           dddmmss.s |
 CZ2081| CZ2043 FOUR                                APPROX. 6.5 KM 0571854.8 |
 CZ2081| CH4025 AH 50 RM E                            8.831 METERS 08927     |
 CZ2081| CH4026 AH 50 RM S                            8.829 METERS 17931     |
 CZ2081|---------------------------------------------------------------------|
 CZ2081
 CZ2081                          SUPERSEDED SURVEY CONTROL
 CZ2081
 CZ2081  NAD 83(1986)-  32 47 30.67128(N)    111 41 19.58453(W) AD(       ) 1
 CZ2081  NAD 27      -  32 47 30.46025(N)    111 41 17.13015(W) AD(       ) 1
 CZ2081  NGVD 29 (07/19/86)  452.45   (m)         1484.4    (f) LEVELING    3  
 CZ2081
 CZ2081.Superseded values are not recommended for survey control.
 CZ2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2081.See file dsdata.txt to determine how the superseded data were derived.
 CZ2081
 CZ2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3550628422(NAD 83)
 CZ2081_MARKER: DD = SURVEY DISK
 CZ2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2081
 CZ2081  HISTORY     - Date     Condition        Report By
 CZ2081  HISTORY     - 1966     MONUMENTED       DMA
 CZ2081  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2081
 CZ2081                          STATION DESCRIPTION
 CZ2081
 CZ2081'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2081'T-7-S.  R-6-E.  IN SECTION 26 NEAR THE NORTHEAST CORNER.
 CZ2081'
 CZ2081'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2081'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2081'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2081'IS STAMPED--AH 50 1966 ARMY MAP SERVICE.
 CZ2081'
 CZ2081'THE STATION MARK IS LOCATED 101 FEET SOUTH OF THE EAST-WEST
 CZ2081'IRRIGATION DITCH.  61 FEET SOUTH OF THE EAST-WEST FENCE.  101
 CZ2081'FEET WEST OF THE NORTH-SOUTH IRRIGATION DITCH.  63 FEET WEST OF
 CZ2081'THE NORTH-SOUTH FENCE.
 CZ2081'
 CZ2081'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2081'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2081'A NORTH-SOUTH CROSSROAD.  TURN RIGHT AND GO SOUTH (TOWARDS
 CZ2081'ARIZONA CITY) FOR 1.2 MILES TO A T ROAD WEST (JUST SOUTH OF
 CZ2081'INTERSTATE 8).  TURN RIGHT AND GO WEST FOR 1.1 MILES TO A
 CZ2081'CROSSROAD JUST WEST OF A GROUP OF BUILDINGS.  TURN LEFT AND GO
 CZ2081'SOUTH AND SOUTHWEST FOR 1.05 MILES TO A DITCH AND FIELD LINE
 CZ2081'EAST.  TURN LEFT AND GO EAST (ON NORTH SIDE OF FENCE) FOR 0.35
 CZ2081'MILE TO A FENCE CORNER AND THE STATION SITE.
 CZ2081'
 CZ2081'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL WILL
 CZ2081'BE CONSTRUCTED, CENTERED ON THIS STATION.
 CZ2081
 CZ2081                          STATION RECOVERY (2008)
 CZ2081
 CZ2081'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2081'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2081'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2079 ***********************************************************************
 CZ2079  DESIGNATION -  AH 51
 CZ2079  PID         -  CZ2079
 CZ2079  STATE/COUNTY-  AZ/PINAL
 CZ2079  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2079
 CZ2079                         *CURRENT SURVEY CONTROL
 CZ2079  ___________________________________________________________________
 CZ2079* NAD 83(1992)-  32 46 39.69199(N)    111 41 19.26488(W)     ADJUSTED  
 CZ2079* NAVD 88     -       452.53   (+/-2cm)    1484.7    (feet)  VERTCON   
 CZ2079  ___________________________________________________________________
 CZ2079  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CZ2079  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2079  HORZ ORDER  -  FIRST
 CZ2079  VERT ORDER  -  THIRD ? (See Below)
 CZ2079
 CZ2079.The horizontal coordinates were established by classical geodetic methods
 CZ2079.and adjusted by the National Geodetic Survey in August 1993.
 CZ2079
 CZ2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2079.The vertical order pertains to the NGVD 29 superseded value.
 CZ2079
 CZ2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2079
 CZ2079.The geoid height was determined by GEOID03.
 CZ2079
 CZ2079;                    North         East     Units Scale Factor Converg.
 CZ2079;SPC AZ C     -   197,122.526   234,716.806   MT  0.99990562   +0 07 24.3
 CZ2079;SPC AZ C     -   646,727.45    770,068.26   iFT  0.99990562   +0 07 24.3
 CZ2079;UTM  12      - 3,626,852.173   435,504.445   MT  0.99965129   -0 22 22.3
 CZ2079
 CZ2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2079!SPC AZ C     -   0.99993369  x   0.99990562  =   0.99983931
 CZ2079!UTM  12      -   0.99993369  x   0.99965129  =   0.99958500
 CZ2079
 CZ2079|---------------------------------------------------------------------|
 CZ2079| PID    Reference Object                     Distance      Geod. Az  |
 CZ2079|                                                           dddmmss.s |
 CZ2079| CH4027 AH 51 RM E                            8.835 METERS 08857     |
 CZ2079| CH4028 AH 51 RM S                            8.838 METERS 17858     |
 CZ2079| CZ2286 CHUI                                APPROX. 9.3 KM 2580143.2 |
 CZ2079|---------------------------------------------------------------------|
 CZ2079
 CZ2079                          SUPERSEDED SURVEY CONTROL
 CZ2079
 CZ2079  NAD 83(1986)-  32 46 39.68647(N)    111 41 19.26524(W) AD(       ) 1
 CZ2079  NAD 27      -  32 46 39.47413(N)    111 41 16.81239(W) AD(       ) 1
 CZ2079  NGVD 29 (07/19/86)  451.95   (m)         1482.8    (f) LEVELING    3  
 CZ2079
 CZ2079.Superseded values are not recommended for survey control.
 CZ2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2079.See file dsdata.txt to determine how the superseded data were derived.
 CZ2079
 CZ2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3550426852(NAD 83)
 CZ2079_MARKER: DD = SURVEY DISK
 CZ2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2079
 CZ2079  HISTORY     - Date     Condition        Report By
 CZ2079  HISTORY     - 1966     MONUMENTED       DMA
 CZ2079  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2079
 CZ2079                          STATION DESCRIPTION
 CZ2079
 CZ2079'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2079'T-7-S.  R-6-E.  IN SECTION 26 NEAR THE SOUTHEAST CORNER.
 CZ2079'
 CZ2079'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2079'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2079'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2079'IS STAMPED--AH 51 1966 ARMY MAP SERVICE.
 CZ2079'
 CZ2079'THE STATION MARK IS LOCATED 67.0 FEET NORTH OF THE CENTERLINE
 CZ2079'OF EAST-WEST ROAD.  75.0 FEET WEST OF THE CENTERLINE OF THE
 CZ2079'PROLONGATION OF THE ROAD SOUTH.  56 FEET EASTSOUTHEAST OF A GAS
 CZ2079'REGULATOR.  AND 100 FEET SOUTHSOUTHEAST OF ABAND. HOUSE.
 CZ2079'
 CZ2079'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2079'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A ROAD
 CZ2079'SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR 3.2
 CZ2079'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2079'T ROAD SOUTH AND THE STATION SITE.
 CZ2079
 CZ2079                          STATION RECOVERY (2008)
 CZ2079
 CZ2079'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2079'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2079'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2077 ***********************************************************************
 CZ2077  DESIGNATION -  AH 52
 CZ2077  PID         -  CZ2077
 CZ2077  STATE/COUNTY-  AZ/PINAL
 CZ2077  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2077
 CZ2077                         *CURRENT SURVEY CONTROL
 CZ2077  ___________________________________________________________________
 CZ2077* NAD 83(1992)-  32 45 45.63014(N)    111 41 16.76740(W)     ADJUSTED  
 CZ2077* NAVD 88     -       454.01   (+/-2cm)    1489.5    (feet)  VERTCON   
 CZ2077  ___________________________________________________________________
 CZ2077  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CZ2077  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2077  HORZ ORDER  -  FIRST
 CZ2077  VERT ORDER  -  THIRD ? (See Below)
 CZ2077
 CZ2077.The horizontal coordinates were established by classical geodetic methods
 CZ2077.and adjusted by the National Geodetic Survey in August 1993.
 CZ2077
 CZ2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2077.The vertical order pertains to the NGVD 29 superseded value.
 CZ2077
 CZ2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2077
 CZ2077.The geoid height was determined by GEOID03.
 CZ2077
 CZ2077;                    North         East     Units Scale Factor Converg.
 CZ2077;SPC AZ C     -   195,457.417   234,785.392   MT  0.99990566   +0 07 25.5
 CZ2077;SPC AZ C     -   641,264.49    770,293.28   iFT  0.99990566   +0 07 25.5
 CZ2077;UTM  12      - 3,625,186.956   435,558.595   MT  0.99965120   -0 22 20.4
 CZ2077
 CZ2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2077!SPC AZ C     -   0.99993346  x   0.99990566  =   0.99983912
 CZ2077!UTM  12      -   0.99993346  x   0.99965120  =   0.99958468
 CZ2077
 CZ2077:                Primary Azimuth Mark                     Grid Az
 CZ2077:SPC AZ C     -  FOUR                                     038 29 55.7
 CZ2077:UTM  12      -  FOUR                                     038 59 41.6
 CZ2077
 CZ2077|---------------------------------------------------------------------|
 CZ2077| PID    Reference Object                     Distance      Geod. Az  |
 CZ2077|                                                           dddmmss.s |
 CZ2077| CZ2043 FOUR                                APPROX. 8.6 KM 0383721.2 |
 CZ2077| CH4029 AH 52 RM E                            8.828 METERS 08929     |
 CZ2077| CH4030 AH 52 RM S                            8.844 METERS 17927     |
 CZ2077|---------------------------------------------------------------------|
 CZ2077
 CZ2077                          SUPERSEDED SURVEY CONTROL
 CZ2077
 CZ2077  NAD 83(1986)-  32 45 45.62464(N)    111 41 16.76765(W) AD(       ) 1
 CZ2077  NAD 27      -  32 45 45.41093(N)    111 41 14.31571(W) AD(       ) 1
 CZ2077  NGVD 29 (07/19/86)  453.43   (m)         1487.6    (f) LEVELING    3  
 CZ2077
 CZ2077.Superseded values are not recommended for survey control.
 CZ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2077.See file dsdata.txt to determine how the superseded data were derived.
 CZ2077
 CZ2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3555925187(NAD 83)
 CZ2077_MARKER: DD = SURVEY DISK
 CZ2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2077+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2077
 CZ2077  HISTORY     - Date     Condition        Report By
 CZ2077  HISTORY     - 1966     MONUMENTED       DMA
 CZ2077  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2077
 CZ2077                          STATION DESCRIPTION
 CZ2077
 CZ2077'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2077'T-8-S.  R-6-E.  IN SECTION 1 NEAR THE NORTHWEST CORNER.
 CZ2077'
 CZ2077'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2077'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2077'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2077'IS STAMPED--AH 52 1966 ARMY MAP SERVICE.
 CZ2077'
 CZ2077'THE STATION MARK IS LOCATED 100 FEET EAST OF THE CENTERLINE
 CZ2077'OF NORTH-SOUTH ROAD.  122 FEET EAST OF NORTH-SOUTH POWERLINE.  100
 CZ2077'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  49 FEET SOUTH
 CZ2077'OF EAST-WEST POWERLINE.
 CZ2077'
 CZ2077'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2077'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2077'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2077'4.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE
 CZ2077'TO A CROSSROAD AND THE STATION SITE.
 CZ2077
 CZ2077                          STATION RECOVERY (2007)
 CZ2077
 CZ2077'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2172 ***********************************************************************
 CZ2172  DESIGNATION -  AH 53
 CZ2172  PID         -  CZ2172
 CZ2172  STATE/COUNTY-  AZ/PINAL
 CZ2172  USGS QUAD   -  ELOY NW (1981)
 CZ2172
 CZ2172                         *CURRENT SURVEY CONTROL
 CZ2172  ___________________________________________________________________
 CZ2172* NAD 83(1992)-  32 44 52.14791(N)    111 41 13.09541(W)     ADJUSTED  
 CZ2172* NAVD 88     -       456.77   (+/-2cm)    1498.6    (feet)  VERTCON   
 CZ2172  ___________________________________________________________________
 CZ2172  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2172  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2172  HORZ ORDER  -  FIRST
 CZ2172  VERT ORDER  -  THIRD ? (See Below)
 CZ2172
 CZ2172.The horizontal coordinates were established by classical geodetic methods
 CZ2172.and adjusted by the National Geodetic Survey in August 1993.
 CZ2172
 CZ2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2172.The vertical order pertains to the NGVD 29 superseded value.
 CZ2172
 CZ2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2172
 CZ2172.The geoid height was determined by GEOID03.
 CZ2172
 CZ2172;                    North         East     Units Scale Factor Converg.
 CZ2172;SPC AZ C     -   193,810.231   234,884.533   MT  0.99990571   +0 07 27.3
 CZ2172;SPC AZ C     -   635,860.34    770,618.55   iFT  0.99990571   +0 07 27.3
 CZ2172;UTM  12      - 3,623,539.393   435,643.452   MT  0.99965107   -0 22 17.8
 CZ2172
 CZ2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2172!SPC AZ C     -   0.99993303  x   0.99990571  =   0.99983874
 CZ2172!UTM  12      -   0.99993303  x   0.99965107  =   0.99958412
 CZ2172
 CZ2172:                Primary Azimuth Mark                     Grid Az
 CZ2172:SPC AZ C     -  FOUR                                     032 06 30.9
 CZ2172:UTM  12      -  FOUR                                     032 36 16.0
 CZ2172
 CZ2172|---------------------------------------------------------------------|
 CZ2172| PID    Reference Object                     Distance      Geod. Az  |
 CZ2172|                                                           dddmmss.s |
 CZ2172| CZ2043 FOUR                                APPROX. 9.9 KM 0321358.2 |
 CZ2172| CH4031 AH 53 RM NE                           8.835 METERS 04410     |
 CZ2172| CH4032 AH 53 RM SE                           8.833 METERS 13409     |
 CZ2172|---------------------------------------------------------------------|
 CZ2172
 CZ2172                          SUPERSEDED SURVEY CONTROL
 CZ2172
 CZ2172  NAD 83(1986)-  32 44 52.14241(N)    111 41 13.09554(W) AD(       ) 1
 CZ2172  NAD 27      -  32 44 51.92710(N)    111 41 10.64529(W) AD(       ) 1
 CZ2172  NGVD 29 (07/19/86)  456.19   (m)         1496.7    (f) LEVELING    3  
 CZ2172
 CZ2172.Superseded values are not recommended for survey control.
 CZ2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2172.See file dsdata.txt to determine how the superseded data were derived.
 CZ2172
 CZ2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3564323539(NAD 83)
 CZ2172_MARKER: DD = SURVEY DISK
 CZ2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2172+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2172
 CZ2172  HISTORY     - Date     Condition        Report By
 CZ2172  HISTORY     - 1966     MONUMENTED       DMA
 CZ2172  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2172
 CZ2172                          STATION DESCRIPTION
 CZ2172
 CZ2172'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2172'T-8-S.  R-6-E.  IN SECTION 12 NEAR THE NORTHWEST CORNER.
 CZ2172'
 CZ2172'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2172'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2172'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2172'IS STAMPED--AH 53 1966 ARMY MAP SERVICE.
 CZ2172'
 CZ2172'THE STATION MARK IS LOCATED 435 FEET EAST OF THE CENTERLINE OF
 CZ2172'NORTH-SOUTH ROAD.  185 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2172'ROAD.  105 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH STREET
 CZ2172'(S. BONITA RD.).  490 FEET EAST OF POWERLINE SOUTH.
 CZ2172'
 CZ2172'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2172'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2172'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2172'5.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0
 CZ2172'MILE TO A CROSSROAD AND THE STATION SITE.
 CZ2172
 CZ2172                          STATION RECOVERY (2007)
 CZ2172
 CZ2172'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2174 ***********************************************************************
 CZ2174  DESIGNATION -  AH 54
 CZ2174  PID         -  CZ2174
 CZ2174  STATE/COUNTY-  AZ/PINAL
 CZ2174  USGS QUAD   -  ELOY NW (1981)
 CZ2174
 CZ2174                         *CURRENT SURVEY CONTROL
 CZ2174  ___________________________________________________________________
 CZ2174* NAD 83(1992)-  32 44 00.27000(N)    111 41 17.43481(W)     ADJUSTED  
 CZ2174* NAVD 88     -       459.91   (+/-2cm)    1508.9    (feet)  VERTCON   
 CZ2174  ___________________________________________________________________
 CZ2174  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CZ2174  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2174  HORZ ORDER  -  FIRST
 CZ2174  VERT ORDER  -  THIRD ? (See Below)
 CZ2174
 CZ2174.The horizontal coordinates were established by classical geodetic methods
 CZ2174.and adjusted by the National Geodetic Survey in August 1993.
 CZ2174
 CZ2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2174.The vertical order pertains to the NGVD 29 superseded value.
 CZ2174
 CZ2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2174
 CZ2174.The geoid height was determined by GEOID03.
 CZ2174
 CZ2174;                    North         East     Units Scale Factor Converg.
 CZ2174;SPC AZ C     -   192,212.016   234,775.023   MT  0.99990565   +0 07 24.8
 CZ2174;SPC AZ C     -   630,616.85    770,259.26   iFT  0.99990565   +0 07 24.8
 CZ2174;UTM  12      - 3,621,942.592   435,520.149   MT  0.99965127   -0 22 19.7
 CZ2174
 CZ2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2174!SPC AZ C     -   0.99993254  x   0.99990565  =   0.99983819
 CZ2174!UTM  12      -   0.99993254  x   0.99965127  =   0.99958383
 CZ2174
 CZ2174|---------------------------------------------------------------------|
 CZ2174| PID    Reference Object                     Distance      Geod. Az  |
 CZ2174|                                                           dddmmss.s |
 CZ2174| CH4033 AH 54 RM E                            8.818 METERS 08927     |
 CZ2174| CH4034 AH 54 RM S                            8.831 METERS 17925     |
 CZ2174| CZ2286 CHUI                                APPROX. 9.7 KM 2875607.8 |
 CZ2174|---------------------------------------------------------------------|
 CZ2174
 CZ2174                          SUPERSEDED SURVEY CONTROL
 CZ2174
 CZ2174  NAD 83(1986)-  32 44 00.26450(N)    111 41 17.43482(W) AD(       ) 1
 CZ2174  NAD 27      -  32 44 00.04772(N)    111 41 14.98585(W) AD(       ) 1
 CZ2174  NGVD 29 (07/19/86)  459.33   (m)         1507.0    (f) LEVELING    3  
 CZ2174
 CZ2174.Superseded values are not recommended for survey control.
 CZ2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2174.See file dsdata.txt to determine how the superseded data were derived.
 CZ2174
 CZ2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3552021943(NAD 83)
 CZ2174_MARKER: DD = SURVEY DISK
 CZ2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2174
 CZ2174  HISTORY     - Date     Condition        Report By
 CZ2174  HISTORY     - 1966     MONUMENTED       DMA
 CZ2174  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2174
 CZ2174                          STATION DESCRIPTION
 CZ2174
 CZ2174'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2174'T-8-S.  R-6-E.  IN SECTION 13 NEAR THE NORTHWEST CORNER.
 CZ2174'
 CZ2174'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2174'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2174'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2174'IS STAMPED--AH 54 1966 ARMY MAP SERVICE.
 CZ2174'
 CZ2174'THE STATION MARK IS LOCATED 152 FEET EAST OF NORTH-SOUTH
 CZ2174'POWERLINE.  128 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2174'ROAD.  126 FEET SOUTH OF EXTENDED CENTERLINES OF ROAD WEST.
 CZ2174'
 CZ2174'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2174'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2174'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY)
 CZ2174'FOR 6.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0
 CZ2174'MILE TO A CROSSROAD AND THE STATION SITE.
 CZ2174
 CZ2174                          STATION RECOVERY (2007)
 CZ2174
 CZ2174'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2175 ***********************************************************************
 CZ2175  DESIGNATION -  AH 55
 CZ2175  PID         -  CZ2175
 CZ2175  STATE/COUNTY-  AZ/PINAL
 CZ2175  USGS QUAD   -  ELOY NW (1981)
 CZ2175
 CZ2175                         *CURRENT SURVEY CONTROL
 CZ2175  ___________________________________________________________________
 CZ2175* NAD 83(1992)-  32 43 08.00538(N)    111 41 17.85245(W)     ADJUSTED  
 CZ2175* NAVD 88     -       463.39   (+/-2cm)    1520.3    (feet)  VERTCON   
 CZ2175  ___________________________________________________________________
 CZ2175  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CZ2175  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2175  HORZ ORDER  -  FIRST
 CZ2175  VERT ORDER  -  THIRD ? (See Below)
 CZ2175
 CZ2175.The horizontal coordinates were established by classical geodetic methods
 CZ2175.and adjusted by the National Geodetic Survey in August 1993.
 CZ2175
 CZ2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2175.The vertical order pertains to the NGVD 29 superseded value.
 CZ2175
 CZ2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2175
 CZ2175.The geoid height was determined by GEOID03.
 CZ2175
 CZ2175;                    North         East     Units Scale Factor Converg.
 CZ2175;SPC AZ C     -   190,602.113   234,767.619   MT  0.99990565   +0 07 24.4
 CZ2175;SPC AZ C     -   625,335.02    770,234.97   iFT  0.99990565   +0 07 24.4
 CZ2175;UTM  12      - 3,620,333.223   435,498.826   MT  0.99965130   -0 22 19.4
 CZ2175
 CZ2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2175!SPC AZ C     -   0.99993199  x   0.99990565  =   0.99983765
 CZ2175!UTM  12      -   0.99993199  x   0.99965130  =   0.99958332
 CZ2175
 CZ2175|---------------------------------------------------------------------|
 CZ2175| PID    Reference Object                     Distance      Geod. Az  |
 CZ2175|                                                           dddmmss.s |
 CZ2175| CH4035 AH 55 RM E                            8.834 METERS 08911     |
 CZ2175| CH4036 AH 55 RM S                            8.838 METERS 17910     |
 CZ2175| CZ2286 CHUI                                APPROX.10.3 KM 2963236.4 |
 CZ2175|---------------------------------------------------------------------|
 CZ2175
 CZ2175                          SUPERSEDED SURVEY CONTROL
 CZ2175
 CZ2175  NAD 83(1986)-  32 43 07.99988(N)    111 41 17.85234(W) AD(       ) 1
 CZ2175  NAD 27      -  32 43 07.78145(N)    111 41 15.40478(W) AD(       ) 1
 CZ2175  NGVD 29 (07/19/86)  462.81   (m)         1518.4    (f) LEVELING    3  
 CZ2175
 CZ2175.Superseded values are not recommended for survey control.
 CZ2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2175.See file dsdata.txt to determine how the superseded data were derived.
 CZ2175
 CZ2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3549920333(NAD 83)
 CZ2175_MARKER: DD = SURVEY DISK
 CZ2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2175
 CZ2175  HISTORY     - Date     Condition        Report By
 CZ2175  HISTORY     - 1966     MONUMENTED       DMA
 CZ2175  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2175
 CZ2175                          STATION DESCRIPTION
 CZ2175
 CZ2175'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2175'T-8-S.  R-6-E.  IN SECTION 24 NEAR THE NORTHWEST CORNER.
 CZ2175'
 CZ2175'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2175'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2175'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2175'IS STAMPED--AH 55 1966 ARMY MAP SERVICE.
 CZ2175'
 CZ2175'THE STATION MARK IS LOCATED 104 FEET SOUTH OF THE CENTERLINE OF
 CZ2175'THE EAST-WEST ROAD.  67 FEET SOUTH OF THE EAST-WEST FENCE.  153
 CZ2175'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  63 FEET
 CZ2175'EAST OF THE NORTH-SOUTH FENCE.
 CZ2175'
 CZ2175'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2175'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2175'A ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2175'7.2 MILES TO A CROSSROAD.  TURN RIGHT AND TO WEST FOR 1.0 MILE
 CZ2175'TO A CROSSROAD AND THE STATION SITE.
 CZ2175
 CZ2175                          STATION RECOVERY (2007)
 CZ2175
 CZ2175'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2176 ***********************************************************************
 CZ2176  DESIGNATION -  AH 56
 CZ2176  PID         -  CZ2176
 CZ2176  STATE/COUNTY-  AZ/PINAL
 CZ2176  USGS QUAD   -  ELOY NW (1981)
 CZ2176
 CZ2176                         *CURRENT SURVEY CONTROL
 CZ2176  ___________________________________________________________________
 CZ2176* NAD 83(1992)-  32 42 17.05201(N)    111 41 18.30152(W)     ADJUSTED  
 CZ2176* NAVD 88     -       466.16   (+/-2cm)    1529.4    (feet)  VERTCON   
 CZ2176  ___________________________________________________________________
 CZ2176  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CZ2176  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2176  HORZ ORDER  -  FIRST
 CZ2176  VERT ORDER  -  THIRD ? (See Below)
 CZ2176
 CZ2176.The horizontal coordinates were established by classical geodetic methods
 CZ2176.and adjusted by the National Geodetic Survey in August 1993.
 CZ2176
 CZ2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2176.The vertical order pertains to the NGVD 29 superseded value.
 CZ2176
 CZ2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2176
 CZ2176.The geoid height was determined by GEOID03.
 CZ2176
 CZ2176;                    North         East     Units Scale Factor Converg.
 CZ2176;SPC AZ C     -   189,032.602   234,759.305   MT  0.99990564   +0 07 24.0
 CZ2176;SPC AZ C     -   620,185.70    770,207.69   iFT  0.99990564   +0 07 24.0
 CZ2176;UTM  12      - 3,618,764.242   435,476.947   MT  0.99965133   -0 22 19.1
 CZ2176
 CZ2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2176!SPC AZ C     -   0.99993156  x   0.99990564  =   0.99983721
 CZ2176!UTM  12      -   0.99993156  x   0.99965133  =   0.99958291
 CZ2176
 CZ2176|---------------------------------------------------------------------|
 CZ2176| PID    Reference Object                     Distance      Geod. Az  |
 CZ2176|                                                           dddmmss.s |
 CZ2176| CH4037 AH 56 RM E                            8.832 METERS 08926     |
 CZ2176| CH4038 AH 56 RM S                            8.839 METERS 17932     |
 CZ2176| CZ2178 AG 59X                              APPROX. 6.7 KM 1881340.9 |
 CZ2176|---------------------------------------------------------------------|
 CZ2176
 CZ2176                          SUPERSEDED SURVEY CONTROL
 CZ2176
 CZ2176  NAD 83(1986)-  32 42 17.04653(N)    111 41 18.30130(W) AD(       ) 1
 CZ2176  NAD 27      -  32 42 16.82623(N)    111 41 15.85472(W) AD(       ) 1
 CZ2176  NGVD 29 (07/19/86)  465.59   (m)         1527.5    (f) LEVELING    3  
 CZ2176
 CZ2176.Superseded values are not recommended for survey control.
 CZ2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2176.See file dsdata.txt to determine how the superseded data were derived.
 CZ2176
 CZ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3547718764(NAD 83)
 CZ2176_MARKER: DD = SURVEY DISK
 CZ2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2176
 CZ2176  HISTORY     - Date     Condition        Report By
 CZ2176  HISTORY     - 1966     MONUMENTED       DMA
 CZ2176  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2176
 CZ2176                          STATION DESCRIPTION
 CZ2176
 CZ2176'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2176'T-8-S.  R-6-E.  IN SECTION 24 NEAR THE SOUTHWEST CORNER.
 CZ2176'
 CZ2176'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2176'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2176'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2176'IS STAMPED--AH 56 1966 ARMY MAP SERVICE.
 CZ2176'
 CZ2176'THE STATION MARK IS LOCATED 69 FEET NORTH OF ABANDONED
 CZ2176'EAST-WEST FENCE.  82 FEET NORTH OF EXTENSION OF CENTERLINE OF
 CZ2176'ROAD WEST.  79 FEET EAST OF NORTH-SOUTH FENCE.  140 FEET EAST OF
 CZ2176'THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2176'
 CZ2176'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2176'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2176'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR
 CZ2176'7.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2176'A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T ROAD
 CZ2176'WEST TO THE STATION SITE.
 CZ2176
 CZ2176                          STATION RECOVERY (2007)
 CZ2176
 CZ2176'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2173 ***********************************************************************
 CZ2173  DESIGNATION -  AH 57
 CZ2173  PID         -  CZ2173
 CZ2173  STATE/COUNTY-  AZ/PINAL
 CZ2173  USGS QUAD   -  ELOY NW (1981)
 CZ2173
 CZ2173                         *CURRENT SURVEY CONTROL
 CZ2173  ___________________________________________________________________
 CZ2173* NAD 83(1992)-  32 41 22.94428(N)    111 41 17.29039(W)     ADJUSTED  
 CZ2173* NAVD 88     -       468.55   (+/-2cm)    1537.2    (feet)  VERTCON   
 CZ2173  ___________________________________________________________________
 CZ2173  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CZ2173  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2173  HORZ ORDER  -  FIRST
 CZ2173  VERT ORDER  -  THIRD ? (See Below)
 CZ2173
 CZ2173.The horizontal coordinates were established by classical geodetic methods
 CZ2173.and adjusted by the National Geodetic Survey in August 1993.
 CZ2173
 CZ2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2173.The vertical order pertains to the NGVD 29 superseded value.
 CZ2173
 CZ2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2173
 CZ2173.The geoid height was determined by GEOID03.
 CZ2173
 CZ2173;                    North         East     Units Scale Factor Converg.
 CZ2173;SPC AZ C     -   187,366.015   234,789.229   MT  0.99990566   +0 07 24.3
 CZ2173;SPC AZ C     -   614,717.90    770,305.87   iFT  0.99990566   +0 07 24.3
 CZ2173;UTM  12      - 3,617,097.882   435,492.462   MT  0.99965131   -0 22 18.0
 CZ2173
 CZ2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2173!SPC AZ C     -   0.99993118  x   0.99990566  =   0.99983685
 CZ2173!UTM  12      -   0.99993118  x   0.99965131  =   0.99958252
 CZ2173
 CZ2173|---------------------------------------------------------------------|
 CZ2173| PID    Reference Object                     Distance      Geod. Az  |
 CZ2173|                                                           dddmmss.s |
 CZ2173| CH4039 AH 57 RM E                            8.830 METERS 08923     |
 CZ2173| CH4040 AH 57 RM S                            8.834 METERS 17925     |
 CZ2173| CZ2178 AG 59X                              APPROX. 5.1 KM 1911340.7 |
 CZ2173|---------------------------------------------------------------------|
 CZ2173
 CZ2173                          SUPERSEDED SURVEY CONTROL
 CZ2173
 CZ2173  NAD 83(1986)-  32 41 22.93879(N)    111 41 17.29004(W) AD(       ) 1
 CZ2173  NAD 27      -  32 41 22.71707(N)    111 41 14.84500(W) AD(       ) 1
 CZ2173  NGVD 29 (07/19/86)  467.98   (m)         1535.4    (f) LEVELING    3  
 CZ2173
 CZ2173.Superseded values are not recommended for survey control.
 CZ2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2173.See file dsdata.txt to determine how the superseded data were derived.
 CZ2173
 CZ2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3549217098(NAD 83)
 CZ2173_MARKER: DD = SURVEY DISK
 CZ2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2173+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2173
 CZ2173  HISTORY     - Date     Condition        Report By
 CZ2173  HISTORY     - 1966     MONUMENTED       DMA
 CZ2173  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2173
 CZ2173                          STATION DESCRIPTION
 CZ2173
 CZ2173'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2173'T-8-S.  R-6-E.  IN SECTION 36 NEAR THE NORTHWEST CORNER.
 CZ2173'
 CZ2173'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2173'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2173'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2173'IS STAMPED--AH 57 1966 ARMY MAP SERVICE.
 CZ2173'
 CZ2173'THE STATION MARK IS LOCATED 97 FEET SOUTH OF THE CENTERLINE
 CZ2173'OF EAST-WEST FIELD ROAD.  49 FEET SOUTH OF EAST-WEST POWERLINE.  185
 CZ2173'FEET EAST OF NORTH-SOUTH FENCE LINE.  228 FEET EAST OF THE
 CZ2173'CENTERLINE OF NORTH-SOUTH ROAD.  189 FEET EAST OF NORTH-SOUTH
 CZ2173'POWERLINE.
 CZ2173'
 CZ2173'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2173'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES
 CZ2173'TO A ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 7.2 MILES TO A
 CZ2173'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2173'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A CROSS
 CZ2173'TRAIL AND THE STATION SITE.
 CZ2173
 CZ2173                          STATION RECOVERY (2007)
 CZ2173
 CZ2173'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2177 ***********************************************************************
 CZ2177  DESIGNATION -  AH 58
 CZ2177  PID         -  CZ2177
 CZ2177  STATE/COUNTY-  AZ/PINAL
 CZ2177  USGS QUAD   -  ELOY NW (1981)
 CZ2177
 CZ2177                         *CURRENT SURVEY CONTROL
 CZ2177  ___________________________________________________________________
 CZ2177* NAD 83(1992)-  32 40 32.09428(N)    111 41 19.09759(W)     ADJUSTED  
 CZ2177* NAVD 88     -       470.65   (+/-2cm)    1544.1    (feet)  VERTCON   
 CZ2177  ___________________________________________________________________
 CZ2177  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CZ2177  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ2177  HORZ ORDER  -  FIRST
 CZ2177  VERT ORDER  -  THIRD ? (See Below)
 CZ2177
 CZ2177.The horizontal coordinates were established by classical geodetic methods
 CZ2177.and adjusted by the National Geodetic Survey in August 1993.
 CZ2177
 CZ2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2177.The vertical order pertains to the NGVD 29 superseded value.
 CZ2177
 CZ2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2177
 CZ2177.The geoid height was determined by GEOID03.
 CZ2177
 CZ2177;                    North         East     Units Scale Factor Converg.
 CZ2177;SPC AZ C     -   185,799.619   234,745.522   MT  0.99990564   +0 07 23.2
 CZ2177;SPC AZ C     -   609,578.80    770,162.47   iFT  0.99990564   +0 07 23.2
 CZ2177;UTM  12      - 3,615,532.321   435,435.239   MT  0.99965140   -0 22 18.5
 CZ2177
 CZ2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2177!SPC AZ C     -   0.99993086  x   0.99990564  =   0.99983650
 CZ2177!UTM  12      -   0.99993086  x   0.99965140  =   0.99958228
 CZ2177
 CZ2177|---------------------------------------------------------------------|
 CZ2177| PID    Reference Object                     Distance      Geod. Az  |
 CZ2177|                                                           dddmmss.s |
 CZ2177| CH4041 AH 58 RM E                            8.832 METERS 08928     |
 CZ2177| CH4042 AH 58 RM S                            8.835 METERS 17923     |
 CZ2177| CZ2226 AA 58X                              APPROX.11.1 KM 2711032.0 |
 CZ2177|---------------------------------------------------------------------|
 CZ2177
 CZ2177                          SUPERSEDED SURVEY CONTROL
 CZ2177
 CZ2177  NAD 83(1986)-  32 40 32.08878(N)    111 41 19.09711(W) AD(       ) 1
 CZ2177  NAD 27      -  32 40 31.86560(N)    111 41 16.65328(W) AD(       ) 1
 CZ2177  NGVD 29 (07/19/86)  470.08   (m)         1542.3    (f) LEVELING    3  
 CZ2177
 CZ2177.Superseded values are not recommended for survey control.
 CZ2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2177.See file dsdata.txt to determine how the superseded data were derived.
 CZ2177
 CZ2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3543515532(NAD 83)
 CZ2177_MARKER: DD = SURVEY DISK
 CZ2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2177
 CZ2177  HISTORY     - Date     Condition        Report By
 CZ2177  HISTORY     - 1966     MONUMENTED       DMA
 CZ2177  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2177
 CZ2177                          STATION DESCRIPTION
 CZ2177
 CZ2177'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2177'T-8-S.  R-6-E.  IN SECTION 36 NEAR THE SOUTHWEST CORNER.
 CZ2177'
 CZ2177'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2177'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2177'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2177'IS STAMPED--AH 58 1966 ARMY MAP SERVICE.
 CZ2177'
 CZ2177'THE STATION MARK IS LOCATED 51 FEET NORTH OF EAST-WEST
 CZ2177'POWERLINE.  75 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  95
 CZ2177'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  50 FEET
 CZ2177'SOUTH OF EAST-WEST FENCE.  57 FEET EAST OF NORTH-SOUTH
 CZ2177'POWERLINE.  52 FEET EAST OF NORTH-SOUTH FENCE.
 CZ2177'
 CZ2177'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2177'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2177'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 7.2 MILES TO A
 CZ2177'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 CZ2177'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 3.0 MILES TO A CURVE
 CZ2177'EAST AND THE STATION SITE.
 CZ2177
 CZ2177                          STATION RECOVERY (2007)
 CZ2177
 CZ2177'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7982 ***********************************************************************
 DK7982  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7982  DESIGNATION -  AHEIGHTS
 DK7982  PID         -  DK7982
 DK7982  STATE/COUNTY-  AZ/GILA
 DK7982  USGS QUAD   -  GLOBE (1982)
 DK7982
 DK7982                         *CURRENT SURVEY CONTROL
 DK7982  ___________________________________________________________________
 DK7982* NAD 83(2007)-  33 23 59.37024(N)    110 48 22.75661(W)     ADJUSTED  
 DK7982* NAVD 88     -      1159.42   (meters)    3803.9    (feet)  GPS OBS   
 DK7982  ___________________________________________________________________
 DK7982  EPOCH DATE  -        2007.00
 DK7982  X           -  -1,893,674.389 (meters)                     COMP
 DK7982  Y           -  -4,983,476.697 (meters)                     COMP
 DK7982  Z           -   3,491,687.100 (meters)                     COMP
 DK7982  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 DK7982  ELLIP HEIGHT-        1132.076 (meters)          (01/09/09) ADJUSTED
 DK7982  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DK7982  HORZ ORDER  -  B
 DK7982  ELLP ORDER  -  FOURTH    CLASS II
 DK7982
 DK7982.The horizontal coordinates were established by GPS observations
 DK7982.and adjusted by the National Geodetic Survey in January 2009.
 DK7982
 DK7982.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7982.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7982.The horizontal coordinates are valid at the epoch date displayed above.
 DK7982.The epoch date for horizontal control is a decimal equivalence
 DK7982.of Year/Month/Day.
 DK7982
 DK7982.The orthometric height was determined by GPS observations and a
 DK7982.high-resolution geoid model.
 DK7982.The orthometric height was determined by GPS observations and a
 DK7982.high-resolution geoid model using precise GPS observation and
 DK7982.processing techniques.
 DK7982
 DK7982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7982
 DK7982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7982
 DK7982.The ellipsoidal height was determined by GPS observations
 DK7982.and is referenced to NAD 83.
 DK7982
 DK7982.The geoid height was determined by GEOID03.
 DK7982
 DK7982;                    North         East     Units Scale Factor Converg.
 DK7982;SPC AZ E     -   266,273.754   153,858.754   MT  0.99994363   -0 21 07.7
 DK7982;SPC AZ E     -   873,601.56    504,785.94   iFT  0.99994363   -0 21 07.7
 DK7982;UTM  12      - 3,695,629.771   518,010.628   MT  0.99960400   +0 06 23.8
 DK7982
 DK7982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7982!SPC AZ E     -   0.99982230  x   0.99994363  =   0.99976594
 DK7982!UTM  12      -   0.99982230  x   0.99960400  =   0.99942637
 DK7982
 DK7982                          SUPERSEDED SURVEY CONTROL
 DK7982
 DK7982.No superseded survey control is available for this station.
 DK7982
 DK7982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1801195630(NAD 83)
 DK7982_MARKER: F = FLANGE-ENCASED ROD
 DK7982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7982_STAMPING: AHEIGHTS
 DK7982_MARK LOGO: NGS   
 DK7982_PROJECTION: FLUSH
 DK7982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7982+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7982_ROD/PIPE-DEPTH:  3.0 meters
 DK7982_SLEEVE-DEPTH  :  0.9 meters
 DK7982
 DK7982  HISTORY     - Date     Condition        Report By
 DK7982  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7982
 DK7982                          STATION DESCRIPTION
 DK7982
 DK7982'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7982'FROM THE COURTHOUSE IN GLOBE, AZ TRAVEL WEST ON U.S. 60 FOR 1.6MI.  TO
 DK7982'THE INTERSECTION OF EUCLID AVENUE TURN LEFT ON EUCLID AVENUE.  FOR
 DK7982'0.8MI.  TURNS IN TO DIRT GO 0.3MI.  MONUMENT IS STAINLESS STEEL ROD IN
 DK7982'HAND HOLE ON TOP OF THE HILL ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1981 ***********************************************************************
 CZ1981  DESIGNATION -  AIR
 CZ1981  PID         -  CZ1981
 CZ1981  STATE/COUNTY-  AZ/PIMA
 CZ1981  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ1981
 CZ1981                         *CURRENT SURVEY CONTROL
 CZ1981  ___________________________________________________________________
 CZ1981* NAD 83(1992)-  32 08 01.18498(N)    111 10 24.01479(W)     ADJUSTED  
 CZ1981* NAVD 88     -       739.5    (meters)    2426.     (feet)  VERTCON   
 CZ1981  ___________________________________________________________________
 CZ1981  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CZ1981  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ1981  HORZ ORDER  -  SECOND
 CZ1981
 CZ1981.This mark is at Ryan Field Airport (RYN)
 CZ1981
 CZ1981.The horizontal coordinates were established by classical geodetic methods
 CZ1981.and adjusted by the National Geodetic Survey in August 1993.
 CZ1981
 CZ1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1981
 CZ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1981
 CZ1981.The geoid height was determined by GEOID03.
 CZ1981
 CZ1981;                    North         East     Units Scale Factor Converg.
 CZ1981;SPC AZ C     -   125,929.086   283,491.274   MT  0.99996064   +0 23 43.4
 CZ1981;SPC AZ C     -   413,153.17    930,089.48   iFT  0.99996064   +0 23 43.4
 CZ1981;UTM  12      - 3,555,264.482   483,651.138   MT  0.99960330   -0 05 31.9
 CZ1981
 CZ1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1981!SPC AZ C     -   0.99988858  x   0.99996064  =   0.99984922
 CZ1981!UTM  12      -   0.99988858  x   0.99960330  =   0.99949192
 CZ1981
 CZ1981:                Primary Azimuth Mark                     Grid Az
 CZ1981:SPC AZ C     -  SNYDERS HILL                             063 42 10.1
 CZ1981:UTM  12      -  SNYDERS HILL                             064 11 25.4
 CZ1981
 CZ1981|---------------------------------------------------------------------|
 CZ1981| PID    Reference Object                     Distance      Geod. Az  |
 CZ1981|                                                           dddmmss.s |
 CZ1981| CZ0827 SNYDERS HILL                        APPROX. 6.2 KM 0640553.5 |
 CZ1981| CH4046 AIR RM 1                             10.405 METERS 07019     |
 CZ1981| CH4047 AIR RM 2                             11.305 METERS 25050     |
 CZ1981|---------------------------------------------------------------------|
 CZ1981
 CZ1981                          SUPERSEDED SURVEY CONTROL
 CZ1981
 CZ1981  NAD 83(1986)-  32 08 01.18018(N)    111 10 24.01350(W) AD(       ) 2
 CZ1981  NAD 27      -  32 08 00.90209(N)    111 10 21.65636(W) AD(       ) 2
 CZ1981  NGVD 29 (07/19/86)  738.8    (m)         2424.     (f) VERT ANG    3  
 CZ1981
 CZ1981.Superseded values are not recommended for survey control.
 CZ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1981.See file dsdata.txt to determine how the superseded data were derived.
 CZ1981
 CZ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8365155264(NAD 83)
 CZ1981_MARKER: DD = SURVEY DISK
 CZ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1981_MARK LOGO: AZDT  
 CZ1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1981
 CZ1981  HISTORY     - Date     Condition        Report By
 CZ1981  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1981  HISTORY     - 19950107 GOOD             USPSQD
 CZ1981  HISTORY     - 19951218 GOOD             CHANCE
 CZ1981  HISTORY     - 19990105 GOOD             USPSQD
 CZ1981  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ1981
 CZ1981                          STATION DESCRIPTION
 CZ1981
 CZ1981'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1981'THE STATION IS ABOUT 13.2 MILES SOUTHWEST OF TUCSON ALONG THE NORTH
 CZ1981'RIGHT OF WAY OF ARIZONA HIGHWAY 86 DIRECTLY IN FRONT OF THE AIRPORT
 CZ1981'CAFE AT RYAN AIRPORT.
 CZ1981'
 CZ1981'THE STATION MARK IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIR 1978 AND
 CZ1981'SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT 1 FOOT SOUTH OF THE
 CZ1981'RIGHT OF WAY FENCE, 50.5 FEET NORTH OF THE HIGHWAY CENTERLINE AND
 CZ1981'MARKED BY A WITNESS POST AND SIGN 4 FEET EAST OF THE STATION.
 CZ1981'
 CZ1981'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIR RM 1
 CZ1981'1978.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT 1 FOOT
 CZ1981'SOUTH OF RIGHT OF WAY FENCE AND 50.5 FEET NORTH OF HIGHWAY CENTERLINE.
 CZ1981'
 CZ1981'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIR RM2 1978
 CZ1981'AND SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT 50.5 FEET NORTH
 CZ1981'OF HIGHWAY CENTERLINE AND NEXT TO RIGHT OF WAY FENCE.
 CZ1981'
 CZ1981'TO REACH THE STATION FROM THE INTERSECTION OF MISSION ROAD AND AJO WAY
 CZ1981'IN SOUTHWEST TUCSON, TRAVEL SOUTHWEST ON AJO WAY, ARIZONA HIGHWAY 86
 CZ1981'FOR 10.85 MILES TO MILE POST 159.85 DIRECTLY IN FRONT OF AIRPORT CAFE
 CZ1981'ON NORTH SIDE OF HIGHWAY.  1 FOOT SOUTH OF RIGHT OF WAY FENCE.
 CZ1981
 CZ1981                          STATION RECOVERY (1995)
 CZ1981
 CZ1981'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1981'RECOVERED IN GOOD CONDITION.
 CZ1981
 CZ1981                          STATION RECOVERY (1995)
 CZ1981
 CZ1981'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 CZ1981'RECOVERY NOTE BY CHANCE 1995  RECOVERED AS DESCRIBED.  A NEW AND
 CZ1981'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 20
 CZ1981'KM (12.40 MI) SOUTHWEST OF THE CITY OF TUCSON AT RYAN FIELD AIRPORT.
 CZ1981'OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY, WALTER BURG - AIRPORT
 CZ1981'MANAGER, PHONE (602) 573-8100  TO REACH THE STATION FROM THE JUNCTION
 CZ1981'ON INTERSTATE HIGHWAY 19 AND STATE HIGHWAY 86 (EXIT 99 ON INTERSTATE
 CZ1981'HIGHWAY 19) IN SOUTHWEST TUCSON, PROCEED SOUTHWEST ON STATE HIGHWAY 86
 CZ1981'FOR 18.2 KM (11.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT (WACO WAY)
 CZ1981'.  TURN RIGHT ON WACO WAY AND PROCEED NORTHWEST TO THE STATION IN
 CZ1981'FRONT OF THE RESTAURANT THE STATION IS AN ARIZONA DEPARTMENT OF
 CZ1981'TRANSPORTATION HIGHWAY DIVISION DISK SET INTO THE TOP OF A 25 CM
 CZ1981'DIAMETER CONCRETE MONUMENT.  THE STATION IS LOCATED 15.4 M (50.5 FT)
 CZ1981'NORTH OF STATE HIGHWAY 86 CENTERLINE, 11.7 M (38.4 FT) SOUTH OF A
 CZ1981'WINDSOCK, 8.2 M (26.9 FT) SOUTH OF A CAFE SIGN
 CZ1981
 CZ1981                          STATION RECOVERY (1999)
 CZ1981
 CZ1981'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1981'RECOVERED IN GOOD CONDITION.
 CZ1981
 CZ1981                          STATION RECOVERY (2001)
 CZ1981
 CZ1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ1981'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0381 ***********************************************************************
 GR0381  FBN         -  This is a Federal Base Network Control Station.
 GR0381  DESIGNATION -  AIRPORT
 GR0381  PID         -  GR0381
 GR0381  STATE/COUNTY-  AZ/MOHAVE
 GR0381  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0381
 GR0381                         *CURRENT SURVEY CONTROL
 GR0381  ___________________________________________________________________
 GR0381* NAD 83(2007)-  36 05 53.17527(N)    114 02 39.26859(W)     ADJUSTED  
 GR0381* NAVD 88     -       897.303  (meters)    2943.90   (feet)  POSTED    
 GR0381  ___________________________________________________________________
 GR0381  EPOCH DATE  -        2007.00
 GR0381  X           -  -2,102,520.921 (meters)                     COMP
 GR0381  Y           -  -4,712,542.912 (meters)                     COMP
 GR0381  Z           -   3,737,505.597 (meters)                     COMP
 GR0381  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 GR0381  ELLIP HEIGHT-         870.271 (meters)          (02/10/07) ADJUSTED
 GR0381  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0381  DYNAMIC HT  -         896.330 (meters)    2940.71  (feet)  COMP
 GR0381
 GR0381  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GR0381  Type    PID    Designation                      North   East  Ellip
 GR0381  -------------------------------------------------------------------
 GR0381  NETWORK GR0381 AIRPORT                           0.24   0.20   0.51
 GR0381  -------------------------------------------------------------------
 GR0381  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 GR0381
 GR0381  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0381
 GR0381.The horizontal coordinates were established by GPS observations
 GR0381.and adjusted by the National Geodetic Survey in February 2007.
 GR0381
 GR0381.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GR0381.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GR0381.The horizontal coordinates are valid at the epoch date displayed above.
 GR0381.The epoch date for horizontal control is a decimal equivalence
 GR0381.of Year/Month/Day.
 GR0381
 GR0381.The orthometric height was determined by differential leveling
 GR0381.and adjusted by the  in 1992.
 GR0381.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0381.was located on a no-check spur therefore a value was not computed.
 GR0381.No vertical observational check was made to the station.
 GR0381
 GR0381.Photographs are available for this station.
 GR0381
 GR0381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0381
 GR0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0381
 GR0381.The ellipsoidal height was determined by GPS observations
 GR0381.and is referenced to NAD 83.
 GR0381
 GR0381.The geoid height was determined by GEOID03.
 GR0381
 GR0381.The dynamic height is computed by dividing the NAVD 88
 GR0381.geopotential number by the normal gravity value computed on the
 GR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0381.degrees latitude (g = 980.6199 gals.).
 GR0381
 GR0381.The modeled gravity was interpolated from observed gravity values.
 GR0381
 GR0381;                    North         East     Units Scale Factor Converg.
 GR0381;SPC AZ W     -   565,456.371   186,864.750   MT  0.99994198   -0 10 24.1
 GR0381;SPC AZ W     - 1,855,171.82    613,073.33   iFT  0.99994198   -0 10 24.1
 GR0381;SPC NV E     - 8,150,651.861   338,589.421   MT  1.00013659   +0 54 25.0
 GR0381;SPC NV E     -26,740,930.31  1,110,855.46   sFT  1.00013659   +0 54 25.0
 GR0381;UTM  11      - 3,998,875.759   766,101.563   MT  1.00047259   +1 44 32.9
 GR0381;UTM  12      - 3,999,121.795   225,930.239   MT  1.00052563   -1 47 40.9
 GR0381
 GR0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0381!SPC AZ W     -   0.99986343  x   0.99994198  =   0.99980542
 GR0381!SPC NV E     -   0.99986343  x   1.00013659  =   1.00000000
 GR0381!UTM  11      -   0.99986343  x   1.00047259  =   1.00033596
 GR0381!UTM  12      -   0.99986343  x   1.00052563  =   1.00038899
 GR0381
 GR0381|---------------------------------------------------------------------|
 GR0381| PID    Reference Object                     Distance      Geod. Az  |
 GR0381|                                                           dddmmss.s |
 GR0381| CC5015 AIRPORT RM 2                         12.322 METERS 16027     |
 GR0381| FS1017 TUT                                 APPROX.17.4 KM 2004955.7 |
 GR0381| GR0380 U 285                               225.580 METERS 22754     |
 GR0381| CC5014 AIRPORT RM 1                         12.606 METERS 27320     |
 GR0381|---------------------------------------------------------------------|
 GR0381
 GR0381                          SUPERSEDED SURVEY CONTROL
 GR0381
 GR0381  NAD 83(1992)-  36 05 53.17509(N)    114 02 39.26765(W) AD(1999.37) A
 GR0381  ELLIP H (05/16/00)  870.275  (m)                       GP(1999.37) 4 1
 GR0381  NAD 83(1992)-  36 05 53.17413(N)    114 02 39.26612(W) AD(       ) B
 GR0381  ELLIP H (03/30/95)  870.345  (m)                       GP(       ) 4 1
 GR0381  NAD 83(1992)-  36 05 53.17353(N)    114 02 39.26571(W) AD(       ) 1
 GR0381  NAD 83(1986)-  36 05 53.16693(N)    114 02 39.26283(W) AD(       ) 1
 GR0381  NAD 27      -  36 05 53.22800(N)    114 02 36.40900(W) AD(       ) 1
 GR0381  NAVD 88 (03/30/95)  897.30   (m)         2943.9    (f) LEVELING    3  
 GR0381  NGVD 29 (??/??/92)  896.580  (m)         2941.53   (f) ADJ UNCH    1 1
 GR0381
 GR0381.Superseded values are not recommended for survey control.
 GR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0381.See file dsdata.txt to determine how the superseded data were derived.
 GR0381
 GR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6610298876(NAD 83)
 GR0381_MARKER: DD = SURVEY DISK
 GR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0381_STAMPING: AIRPORT NPS 37
 GR0381_MARK LOGO: DI    
 GR0381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0381+STABILITY: SURFACE MOTION
 GR0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0381+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GR0381
 GR0381  HISTORY     - Date     Condition        Report By
 GR0381  HISTORY     - 1945     MONUMENTED       NPS
 GR0381  HISTORY     - 1950     GOOD             NGS
 GR0381  HISTORY     - 1951     GOOD             USGS
 GR0381  HISTORY     - 1953     GOOD             FAS
 GR0381  HISTORY     - 1961     GOOD             AMS
 GR0381  HISTORY     - 1968     GOOD             AZHD
 GR0381  HISTORY     - 19940320 GOOD             NGS
 GR0381  HISTORY     - 19991012 GOOD             AZ-015
 GR0381  HISTORY     - 20020630 GOOD             USPSQD
 GR0381  HISTORY     - 20030529 GOOD             GRANCN
 GR0381  HISTORY     - 20050401 GOOD             GRANCN
 GR0381
 GR0381                          STATION DESCRIPTION
 GR0381
 GR0381'DESCRIBED BY NATIONAL PARK SERVICE 1945 (OSR)
 GR0381'STATION IS LOCATED AT THE AIRPORT AT PIERCES FERRY, ARIZONA.
 GR0381'IT IS AT THE N END OF THE N AND S RUNWAY, ABOUT 150 YARDS
 GR0381'NE OF A SMALL SHACK AND ABOUT 20 PACES S OF THE EDGE OF THE
 GR0381'BLUFF.
 GR0381'
 GR0381'IT IS MARKED BY A SMALL BRONZE DISK OF THE U.S. DEPARTMENT
 GR0381'OF INTERIOR--NATIONAL PARK SERVICE, STAMPED AIRPORT 37 AND IS
 GR0381'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES IN DIAMETER
 GR0381'AND FLUSH WITH THE GROUND.  IT IS A BENCH MARK OF THE
 GR0381'U.S.D.I.-N.P.S.
 GR0381'
 GR0381'TO REACH THE STATION FROM THE RANGERS CABIN AT PIERCES FERRY
 GR0381'FOLLOW THE MAIN ROAD WESTERLY AND SOUTHERLY FOR 6.0 MILES TO
 GR0381'THE TOP OF THE BLUFFS AND ROAD LEFT TO AIRPORT.  TURN SHARP
 GR0381'LEFT ONTO AIRPORT ROAD AND FOLLOW IT NORTHEASTERLY FOR 2.8
 GR0381'MILES TO FORK ABOUT 100 YARDS BEFORE REACHING AIRPORT.  TAKE
 GR0381'LEFT FORK AND GO 0.1 MILE TO END OF TRUCK TRAVEL AND STATION.
 GR0381
 GR0381                          STATION RECOVERY (1950)
 GR0381
 GR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0381'8.5 MI SW FROM PIERCES FERRY.
 GR0381'5.8 MILES SOUTHWEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 GR0381'RANGER STATION AT PIERCES FERRY, THENCE 2.7 MILES NORTHEAST ALONG A
 GR0381'DIRT ROAD, AT THE PIERCES FERRY AIRPORT, ABOUT 159 YARDS NORTHEAST OF
 GR0381'THE NORTHEAST CORNER OF A SMALL FRAME BUILDING, ABOUT 60 YARDS NORTH
 GR0381'OF THE NORTH END OF THE EAST SIDE OF THE NORTH-SOUTH RUNWAY, 63 FEET
 GR0381'SOUTH OF THE EDGE OF A BLUFF, 5.4 FEET NORTH OF A WITNESS POST AND A
 GR0381'SMALL CAIRN, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 GR0381'ABOVE GROUND.
 GR0381
 GR0381                          STATION RECOVERY (1951)
 GR0381
 GR0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR0381'RECOVERED IN GOOD CONDITION.
 GR0381
 GR0381                          STATION RECOVERY (1953)
 GR0381
 GR0381'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 GR0381'STATION RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 GR0381'IS CORRECT AND ADEQUATE FOR RECOVERY.
 GR0381
 GR0381                          STATION RECOVERY (1961)
 GR0381
 GR0381'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 GR0381'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR0381
 GR0381                          STATION RECOVERY (1968)
 GR0381
 GR0381'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 GR0381'GENERAL LOCATION THE STATION MARK PLUS TWO STANDARD ARMY
 GR0381'ENGINEER BRASS DISKS (REFERENCE MARKS) WERE RECOVERED IN GOOD
 GR0381'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 GR0381
 GR0381                          STATION RECOVERY (1994)
 GR0381
 GR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 GR0381'STATION MARK IS LOCATED ABOUT 65 KM (40.40 MI) EAST OF HOOVER DAM, 100
 GR0381'KM (62.15 MI) NORTH OF KINGMAN, 5 KM (3.10 MI) SOUTHEAST OF PEARCE
 GR0381'FERRY, IN THE LAKE MEAD NATIONAL RECREATION AREA, AT THE NORTHEAST END
 GR0381'OF GRAPEVINE MESA, AT THE NORTHEAST END OF A DIRT LANDING STRIP, AT AN
 GR0381'UNMARKED OVERLOOK, ON DIVIDE LINE OF SECTIONS 6/7, T 31 N, R 16 E.
 GR0381'OWNERSHIP--US DEPARTMENT OF THE INTERIOR, NATIONAL PARK SERVICE. TO
 GR0381'REACH FROM HOOVER DAM NEAR BOULDER CITY,NEVADA, GO SOUTHEAST ON US
 GR0381'HIGHWAY 93 FOR 56.5 KM (35.10 MI) TO A BRIDGE OVER DETRITAL WASH.
 GR0381'CONTINUE AHEAD FOR 9.62 KM (5.95 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 GR0381'NORTHEAST, ON PEARCE FERRY ROAD (COUNTY SIGNS SPELL IT "PIERCE") (ALSO
 GR0381'COUNTY ROAD 25), PASSING THROUGH DOLAN SPRINGS FOR 22.1 KM (13.75 MI)
 GR0381'TO A CATTLE GUARD AT MILEPOST 14.  CONTINUE AHEAD FOR 40.3 KM (25.05
 GR0381'MI) TO A TURNOUT ON THE LEFT AT THE SOUTH COVE RANGER STATION.
 GR0381'CONTINUE AHEAD FOR 7.12 KM (4.40 MI) TO A GRADED ROAD RIGHT JUST
 GR0381'BEFORE COUNTY ROAD DROPS DOWN INTO THE CANYON.  BEAR RIGHT, NORTHEAST,
 GR0381'ON GRADED ROAD FOR 3.32 KM (2.05 MI) TO A FORK. KEEP LEFT, NORTHEAST,
 GR0381'ALONG THE RIM FOR 1.10 KM (0.70 MI) TO ROAD END AT RUNWAY END.
 GR0381'CONTINUE AHEAD, CROSSING RUNWAY, FOR 0.10 KM (0.05 MI) TO THE STATION.
 GR0381'STATION MARK IS A 5-CM DISK SET IN THE TOP OF A 15-CM SQUARE CONCRETE
 GR0381'POST PROJECTING 2 CM ABOVE GROUND IN A FLAT OPEN AREA.  IT IS 20.5 M
 GR0381'(67.3 FT) SOUTH OF THE CLIFF EDGE, 7.5 M (24.6 FT) EAST OF A 1 M (3.3
 GR0381'FT) HIGH CONCRETE BLOCK, 12.7 M (41.7 FT) EAST OF REFERENCE MARK 1,
 GR0381'12.4 M (40.7 FT) NORTH OF REFERENCE MARK 2, AND 54 M (177.2 FT) EAST
 GR0381'OF THE RUNWAY CENTER AT RUNWAY END. DESCRIBED BY G.R.HEID
 GR0381
 GR0381                          STATION RECOVERY (1999)
 GR0381
 GR0381'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 1999 (DB)
 GR0381'RECOVERED AS DESCRIBED.
 GR0381
 GR0381                          STATION RECOVERY (2002)
 GR0381
 GR0381'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPM)
 GR0381'RM 1 (GOOD CONDITION) AND RM 2 (FAIR CONDITION) WERE ALSO RECOVERED.
 GR0381
 GR0381                          STATION RECOVERY (2003)
 GR0381
 GR0381'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 GR0381'RECOVERED AS DESCRIBED
 GR0381
 GR0381                          STATION RECOVERY (2005)
 GR0381
 GR0381'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 GR0381'IONAL PARK SERVICE 1945 (OSR) STATION IS LOCATED AT THE AIRPORT AT
 GR0381'PIERCES FERRY, ARIZONA. IT IS AT THE N END OF THE N AND S RUNWAY,
 GR0381'ABOUT 150 YARDS NE OF A SMALL SHACK AND ABOUT 20 PACES S OF THE EDGE
 GR0381'OF THE BLUFF.   IT IS MARKED BY A SMALL BRONZE DISK OF THE U.S.
 GR0381'DEPARTMENT OF INTERIOR--NATIONAL PARK SERVICE, STAMPED AIRPORT 37 AND
 GR0381'IS SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES IN DIAMETER
 GR0381'AND FLUSH WITH THE GROUND.  IT IS A BENCH MARK OF THE U.S.D.I.-N.P.S.
 GR0381'TO REACH THE STATION FROM THE RANGERS CABIN AT PIERCES FERRY FOLLOW
 GR0381'THE MAIN ROAD WESTERLY AND SOUTHERLY FOR 6.0 MILES TO THE TOP OF THE
 GR0381'BLUFFS AND ROAD LEFT TO AIRPORT.  TURN SHARP LEFT ONTO AIRPORT ROAD
 GR0381'AND FOLLOW IT NORTHEASTERLY FOR 2.8 MILES TO FORK ABOUT 100 YARDS
 GR0381'BEFORE REACHING AIRPORT.  TAKE LEFT FORK AND GO 0.1 MILE TO END OF
 GR0381'TRUCK TRAVEL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0589 ***********************************************************************
 FQ0589  DESIGNATION -  AIRPORT
 FQ0589  PID         -  FQ0589
 FQ0589  STATE/COUNTY-  AZ/COCONINO
 FQ0589  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0589
 FQ0589                         *CURRENT SURVEY CONTROL
 FQ0589  ___________________________________________________________________
 FQ0589* NAD 83(1992)-  35 53 36.13108(N)    111 23 11.50389(W)     ADJUSTED  
 FQ0589* NAVD 88     -      1280.4    (meters)    4201.     (feet)  VERTCON   
 FQ0589  ___________________________________________________________________
 FQ0589  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FQ0589  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 FQ0589  HORZ ORDER  -  SECOND
 FQ0589
 FQ0589.The horizontal coordinates were established by classical geodetic methods
 FQ0589.and adjusted by the National Geodetic Survey in August 1993.
 FQ0589
 FQ0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0589
 FQ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0589
 FQ0589.The geoid height was determined by GEOID03.
 FQ0589
 FQ0589;                    North         East     Units Scale Factor Converg.
 FQ0589;SPC AZ C     -   542,812.402   261,218.873   MT  0.99992821   +0 18 38.9
 FQ0589;SPC AZ C     - 1,780,880.58    857,017.30   iFT  0.99992821   +0 18 38.9
 FQ0589;UTM  12      - 3,972,190.691   465,116.153   MT  0.99961499   -0 13 35.8
 FQ0589
 FQ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0589!SPC AZ C     -   0.99980286  x   0.99992821  =   0.99973109
 FQ0589!UTM  12      -   0.99980286  x   0.99961499  =   0.99941793
 FQ0589
 FQ0589|---------------------------------------------------------------------|
 FQ0589| PID    Reference Object                     Distance      Geod. Az  |
 FQ0589|                                                           dddmmss.s |
 FQ0589| CH2184 AIRPORT RM 1                         13.080 METERS 01452     |
 FQ0589| CH2185 AIRPORT RM 2                         13.075 METERS 28659     |
 FQ0589| FQ0587 SHADOW                              APPROX.12.2 KM 3251019.6 |
 FQ0589|---------------------------------------------------------------------|
 FQ0589
 FQ0589                          SUPERSEDED SURVEY CONTROL
 FQ0589
 FQ0589  NAD 83(1986)-  35 53 36.13160(N)    111 23 11.49973(W) AD(       ) 2
 FQ0589  NAD 27      -  35 53 36.15123(N)    111 23 08.99558(W) AD(       ) 2
 FQ0589  NGVD 29 (07/19/86) 1279.5    (m)         4198.     (f) VERT ANG    3  
 FQ0589
 FQ0589.Superseded values are not recommended for survey control.
 FQ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0589.See file dsdata.txt to determine how the superseded data were derived.
 FQ0589
 FQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6511672191(NAD 83)
 FQ0589_MARKER: DS = TRIANGULATION STATION DISK
 FQ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0589+STABILITY: SURFACE MOTION
 FQ0589
 FQ0589  HISTORY     - Date     Condition        Report By
 FQ0589  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0589  HISTORY     - 1983     GOOD             AZDT
 FQ0589
 FQ0589                          STATION DESCRIPTION
 FQ0589
 FQ0589'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0589'THE STATION IS ABOUT 2 MILES NORTHEAST OF CAMERON NEAR THE
 FQ0589'NORTHWEST END OF THE RUNWAY OF THE CAMERON AIRPORT.
 FQ0589'
 FQ0589'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED AIRPORT 1976
 FQ0589'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 FQ0589'WITNESS POST AND SIGN 3 FEET TO SOUTH.
 FQ0589'
 FQ0589'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED AIRPORT
 FQ0589'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0589'PROJECTING 6 INCHES.
 FQ0589'
 FQ0589'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED AIRPORT
 FQ0589'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0589'PROJECTING 6 INCHES.
 FQ0589'
 FQ0589'TO REACH THE STATION FROM CAMERON, GO NORTH ON U.S. HWY. 89
 FQ0589'TO MILE POST 466 WHICH IS THE NORTH END OF BRIDGE ACROSS THE LITTLE
 FQ0589'COLORADO RIVER, CONTINUE NORTH FOR 500 FEET AND TURN RIGHT ON
 FQ0589'OLD HWY. (U.S. 89) AND GO 0.6 MILE TO A BLADED ROAD, RIGHT, THAT
 FQ0589'LEADS TO CAMERON AIRPORT, TURN RIGHT ON AIRPORT ROAD FOR 0.8 MILE
 FQ0589'TO A POWERLINE AND A ROAD FORK TO THE RIGHT.  DO NOT TAKE RIGHT
 FQ0589'FORK BUT CONTINUE STRAIGHT AHEAD FOR 0.5 MILE THEN TURN LEFT
 FQ0589'FOR 100 FEET TO A BLADED E-W ROAD, TURN LEFT FOR 400 FEET AND
 FQ0589'STATION IS ON THE RIGHT, MARKED WITH A WITNESS POST AND SIGN.
 FQ0589'
 FQ0589'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0589
 FQ0589                          STATION RECOVERY (1983)
 FQ0589
 FQ0589'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0589'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 FQ0589'1976.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1890 ***********************************************************************
 CZ1890  DESIGNATION -  AIRPORT
 CZ1890  PID         -  CZ1890
 CZ1890  STATE/COUNTY-  AZ/PINAL
 CZ1890  USGS QUAD   -  MAMMOTH (1972)
 CZ1890
 CZ1890                         *CURRENT SURVEY CONTROL
 CZ1890  ___________________________________________________________________
 CZ1890* NAD 83(1992)-  32 38 22.65739(N)    110 39 23.99711(W)     ADJUSTED  
 CZ1890* NAVD 88     -      1024.1    (meters)    3360.     (feet)  VERTCON   
 CZ1890  ___________________________________________________________________
 CZ1890  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CZ1890  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CZ1890  HORZ ORDER  -  SECOND
 CZ1890
 CZ1890.The horizontal coordinates were established by classical geodetic methods
 CZ1890.and adjusted by the National Geodetic Survey in August 1993.
 CZ1890
 CZ1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1890
 CZ1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1890
 CZ1890.The geoid height was determined by GEOID03.
 CZ1890
 CZ1890;                    North         East     Units Scale Factor Converg.
 CZ1890;SPC AZ C     -   182,490.897   331,579.679   MT  1.00007228   +0 40 46.8
 CZ1890;SPC AZ C     -   598,723.42  1,087,859.84   iFT  1.00007228   +0 40 46.8
 CZ1890;UTM  12      - 3,611,389.157   532,202.676   MT  0.99961279   +0 11 06.6
 CZ1890
 CZ1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1890!SPC AZ C     -   0.99984365  x   1.00007228  =   0.99991592
 CZ1890!UTM  12      -   0.99984365  x   0.99961279  =   0.99945650
 CZ1890
 CZ1890|---------------------------------------------------------------------|
 CZ1890| PID    Reference Object                     Distance      Geod. Az  |
 CZ1890|                                                           dddmmss.s |
 CZ1890| CC5937 AIRPORT RM 1                          9.848 METERS 17049     |
 CZ1890| CZ1887 SOTAL                               APPROX. 8.4 KM 2333712.9 |
 CZ1890| CC5938 AIRPORT RM 2                          8.990 METERS 35053     |
 CZ1890|---------------------------------------------------------------------|
 CZ1890
 CZ1890                          SUPERSEDED SURVEY CONTROL
 CZ1890
 CZ1890  NAD 83(1986)-  32 38 22.65501(N)    110 39 23.99238(W) AD(       ) 2
 CZ1890  NAD 27      -  32 38 22.40361(N)    110 39 21.63790(W) AD(       ) 2
 CZ1890  NGVD 29 (07/19/86) 1023.4    (m)         3358.     (f) VERT ANG    3  
 CZ1890
 CZ1890.Superseded values are not recommended for survey control.
 CZ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1890.See file dsdata.txt to determine how the superseded data were derived.
 CZ1890
 CZ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3220311389(NAD 83)
 CZ1890_MARKER: DD = SURVEY DISK
 CZ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1890+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 CZ1890
 CZ1890  HISTORY     - Date     Condition        Report By
 CZ1890  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1890  HISTORY     - 20070223 GOOD             GEOCAC
 CZ1890  HISTORY     - 20080730 GOOD             ENTEL
 CZ1890
 CZ1890                          STATION DESCRIPTION
 CZ1890
 CZ1890'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1890'THE STATION IS ABOUT 5.5 MILES SOUTHWEST OF MAMMOTH AND 3
 CZ1890'MILES NORTHWEST OF SAN MANUEL ON A LOW HILL 0.3 MILE NORTH OF
 CZ1890'ARIZONA HWY. 76.
 CZ1890'
 CZ1890'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT 1977
 CZ1890'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1890'IS ABOUT 25 FEET SOUTH OF A RAILROAD CUTBANK AND IS MARKED BY
 CZ1890'A WITNESS POST AND SIGN 3 FEET TO EAST.
 CZ1890'
 CZ1890'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED AIRPORT
 CZ1890'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1890'PROJECTING 0.3 FEET.
 CZ1890'
 CZ1890'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT
 CZ1890'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1890'PROJECTING 0.4 FEET.
 CZ1890'
 CZ1890'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY. 77 AND
 CZ1890'76, 5 MILES SOUTHWEST OF MAMMOTH, TRAVEL SOUTH ON STATE HWY. 76
 CZ1890'TO MILE POST 53.79 AND A TRAIL ON THE LEFT (EAST).  STATION CAN
 CZ1890'BE SEEN FROM HERE, CONTINUE ON TRAIL FOR 0.1 MILE TO A FORK IN
 CZ1890'ROAD, TAKE LEFT FORK AND GO 0.2 MILE TO ANOTHER FORK, TURN LEFT
 CZ1890'100 FEET TO A CROSS TRAIL, TURN LEFT AGAIN AND CONTINUE UP WASH
 CZ1890'FOR 0.1 MILE TO A SADDLE AND A CROSS TRAIL, TURN RIGHT FOR
 CZ1890'0.05 MILE TO TOP OF HILL AND THE STATION.
 CZ1890'
 CZ1890'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1890
 CZ1890                          STATION RECOVERY (2007)
 CZ1890
 CZ1890'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1890'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CZ1890'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ1890'THE STATION MARK IS 3 FEET SOUTHWEST OF A WITNESS POST.
 CZ1890
 CZ1890                          STATION RECOVERY (2008)
 CZ1890
 CZ1890'RECOVERY NOTE BY ENTELLUS INC 2008 (JLR)
 CZ1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1065 ***********************************************************************
 ES1065  DESIGNATION -  AIRPORT
 ES1065  PID         -  ES1065
 ES1065  STATE/COUNTY-  AZ/NAVAJO
 ES1065  USGS QUAD   -  TAYLOR (1970)
 ES1065
 ES1065                         *CURRENT SURVEY CONTROL
 ES1065  ___________________________________________________________________
 ES1065* NAD 83(1992)-  34 27 13.07252(N)    110 06 23.45311(W)     ADJUSTED  
 ES1065* NAVD 88     -      1753.1    (meters)    5752.     (feet)  VERTCON   
 ES1065  ___________________________________________________________________
 ES1065  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 ES1065  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ES1065  HORZ ORDER  -  SECOND
 ES1065
 ES1065.The horizontal coordinates were established by classical geodetic methods
 ES1065.and adjusted by the National Geodetic Survey in August 1993.
 ES1065
 ES1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1065
 ES1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1065
 ES1065.The geoid height was determined by GEOID03.
 ES1065
 ES1065;                    North         East     Units Scale Factor Converg.
 ES1065;SPC AZ E     -   382,970.183   218,886.855   MT  0.99990038   +0 02 02.5
 ES1065;SPC AZ E     - 1,256,463.85    718,132.73   iFT  0.99990038   +0 02 02.5
 ES1065;UTM  12      - 3,812,817.619   582,071.441   MT  0.99968302   +0 30 19.8
 ES1065
 ES1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1065!SPC AZ E     -   0.99972865  x   0.99990038  =   0.99962906
 ES1065!UTM  12      -   0.99972865  x   0.99968302  =   0.99941176
 ES1065
 ES1065|---------------------------------------------------------------------|
 ES1065| PID    Reference Object                     Distance      Geod. Az  |
 ES1065|                                                           dddmmss.s |
 ES1065| CD1490 AIRPORT RM 1                         13.019 METERS 07642     |
 ES1065| CD1491 AIRPORT RM 2                         13.052 METERS 16403     |
 ES1065| ES1055 FIRST KNOLL                         APPROX.11.3 KM 3550054.5 |
 ES1065|---------------------------------------------------------------------|
 ES1065
 ES1065                          SUPERSEDED SURVEY CONTROL
 ES1065
 ES1065  NAD 83(1986)-  34 27 13.06485(N)    110 06 23.45986(W) AD(       ) 2
 ES1065  NAD 27      -  34 27 12.93472(N)    110 06 21.04675(W) AD(       ) 2
 ES1065  NGVD 29 (07/19/86) 1752.3    (m)         5749.     (f) VERT ANG    3  
 ES1065
 ES1065.Superseded values are not recommended for survey control.
 ES1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1065.See file dsdata.txt to determine how the superseded data were derived.
 ES1065
 ES1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8207112818(NAD 83)
 ES1065_MARKER: DD = SURVEY DISK
 ES1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1065+STABILITY: SURFACE MOTION
 ES1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1065+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 ES1065
 ES1065  HISTORY     - Date     Condition        Report By
 ES1065  HISTORY     - 1978     MONUMENTED       AZDT
 ES1065  HISTORY     - 20061103 GOOD             GEOCAC
 ES1065
 ES1065                          STATION DESCRIPTION
 ES1065
 ES1065'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ES1065'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF TAYLOR, 1500 FEET
 ES1065'WEST NORTHWEST OF THE PINEDALE RD. ON A LOW GRASSY HILL SOUTHEAST
 ES1065'OF THE TAYLOR AIRPORT.
 ES1065'
 ES1065'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT 1978
 ES1065'SET IN A 10 INCH DIAMETER. CONCRETE MONUMENT MARKED WITH A WITNESS
 ES1065'POST AND SIGN 4 FEET TO NORTHEAST OF STATION.
 ES1065'
 ES1065'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT
 ES1065'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1065'
 ES1065'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED AIRPORT
 ES1065'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1065'
 ES1065'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TAYLOR,
 ES1065'ARIZONA, TRAVEL SOUTH ON STATE ROUTE 77 FOR 0.35 MILE TO PINEDALE
 ES1065'RD., TURN RIGHT AND GO 1.75 MILES TO A CATTLEGUARD, CROSS
 ES1065'CATTLEGUARD AND GO 150 FEET TO A TRACK ROAD RIGHT ON SOUTH SIDE
 ES1065'OF A FENCE, TURN RIGHT AND GO 0.35 MILE TO A GATE, TURN RIGHT
 ES1065'THROUGH GATE AND CONTINUE FOR 0.10 MILE ON A POWERLINE ROAD TO
 ES1065'DIM TRACKS ON RIGHT, TURN RIGHT AND CONTINUE ON DIM TRACKS
 ES1065'(E.NE) FOR 1.10 MILES TO THE STATION ON LOW HILL SOUTHEAST OF
 ES1065'THE TAYLOR AIRPORT.
 ES1065'
 ES1065'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 ES1065
 ES1065                          STATION RECOVERY (2006)
 ES1065
 ES1065'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES1065'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES1065'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1529 ***********************************************************************
 DA1529  DESIGNATION -  AIRPORT
 DA1529  PID         -  DA1529
 DA1529  STATE/COUNTY-  AZ/PIMA
 DA1529  USGS QUAD   -  AJO NORTH (1990)
 DA1529
 DA1529                         *CURRENT SURVEY CONTROL
 DA1529  ___________________________________________________________________
 DA1529* NAD 83(1992)-  32 26 24.04249(N)    112 52 16.60614(W)     ADJUSTED  
 DA1529* NAVD 88     -       451.56   (+/-2cm)    1481.5    (feet)  VERTCON   
 DA1529  ___________________________________________________________________
 DA1529  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DA1529  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1529  HORZ ORDER  -  SECOND
 DA1529  VERT ORDER  -  THIRD ? (See Below)
 DA1529
 DA1529.The horizontal coordinates were established by classical geodetic methods
 DA1529.and adjusted by the National Geodetic Survey in August 1993.
 DA1529
 DA1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1529.The vertical order pertains to the NGVD 29 superseded value.
 DA1529
 DA1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1529
 DA1529.The geoid height was determined by GEOID03.
 DA1529
 DA1529;                    North         East     Units Scale Factor Converg.
 DA1529;SPC AZ C     -   160,056.492   123,596.277   MT  0.99999933   -0 30 43.6
 DA1529;SPC AZ C     -   525,119.72    405,499.60   iFT  0.99999933   -0 30 43.6
 DA1529;UTM  12      - 3,590,750.685   324,083.584   MT  0.99998163   -1 00 14.6
 DA1529
 DA1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1529!SPC AZ C     -   0.99993407  x   0.99999933  =   0.99993340
 DA1529!UTM  12      -   0.99993407  x   0.99998163  =   0.99991570
 DA1529
 DA1529|---------------------------------------------------------------------|
 DA1529| PID    Reference Object                     Distance      Geod. Az  |
 DA1529|                                                           dddmmss.s |
 DA1529| CH4048 AIRPORT RM 1                         12.963 METERS 20956     |
 DA1529| CH4049 AIRPORT RM 2                         12.735 METERS 31746     |
 DA1529| DA1530 MEAD                                APPROX. 2.1 KM 3564316.5 |
 DA1529|---------------------------------------------------------------------|
 DA1529
 DA1529                          SUPERSEDED SURVEY CONTROL
 DA1529
 DA1529  NAD 83(1986)-  32 26 24.03759(N)    112 52 16.61289(W) AD(       ) 2
 DA1529  NAD 27      -  32 26 23.82557(N)    112 52 14.05361(W) AD(       ) 2
 DA1529  NGVD 29 (07/19/86)  450.89   (m)         1479.3    (f) LEVELING    3  
 DA1529
 DA1529.Superseded values are not recommended for survey control.
 DA1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1529.See file dsdata.txt to determine how the superseded data were derived.
 DA1529
 DA1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2408490751(NAD 83)
 DA1529_MARKER: DD = SURVEY DISK
 DA1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1529+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1529
 DA1529  HISTORY     - Date     Condition        Report By
 DA1529  HISTORY     - 1975     MONUMENTED       AZDT
 DA1529  HISTORY     - 19970216 GOOD             USPSQD
 DA1529  HISTORY     - 20060220 GOOD             USPSQD
 DA1529  HISTORY     - 20070603 GOOD             GEOCAC
 DA1529
 DA1529                          STATION DESCRIPTION
 DA1529
 DA1529'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1529'THE STATION IS LOCATED ABOUT 36.4 MILES SOUTHWEST OF GILA
 DA1529'BEND AND 4.5 MILES WEST-NORTHWEST OF AJO ALONG THE WEST
 DA1529'RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1529'
 DA1529'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED AIRPORT
 DA1529'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1529'MARK IS 63.5 FEET WEST OF THE CENTERLINE OF STATE ROUTE 85, 36
 DA1529'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 3 FEET EAST
 DA1529'OF A WITNESS POST.
 DA1529'
 DA1529'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISIONS DISK STAMPED
 DA1529'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT 84-1/2 FEET
 DA1529'WEST OF CENTERLINE OF HWY, 41 FEET SOUTHWEST OF WITNESS POST AND
 DA1529'15-1/2 FEET EAST OF WEST FENCE LINE.
 DA1529'
 DA1529'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DA1529'1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT, 93 FEET WEST
 DA1529'OF HWY. CENTERLINE, 7-1/2 FEET EAST OF WEST RIGHT-OF-WAY FENCE AND
 DA1529'40-1/2 FEET NORTHWEST OF WITNESS POST.
 DA1529'
 DA1529'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1529'GILA BEND, GO WEST ON U.S. HWY 80 FOR 0.91 MILES TO THE
 DA1529'AJO-STATE ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER
 DA1529'I-8 OVERPASS, CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST
 DA1529'37.15 AND TO THE STATION IN THE WEST RIGHT-OF-WAY.
 DA1529'
 DA1529'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1529
 DA1529                          STATION RECOVERY (1997)
 DA1529
 DA1529'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1529'RECOVERED IN GOOD CONDITION.
 DA1529
 DA1529                          STATION RECOVERY (2006)
 DA1529
 DA1529'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1529'RECOVERED AS DESCRIBED.
 DA1529
 DA1529                          STATION RECOVERY (2007)
 DA1529
 DA1529'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0840 ***********************************************************************
 ES0840  DESIGNATION -  AIRPORT
 ES0840  PID         -  ES0840
 ES0840  STATE/COUNTY-  AZ/GILA
 ES0840  USGS QUAD   -  PAYSON NORTH (1973)
 ES0840
 ES0840                         *CURRENT SURVEY CONTROL
 ES0840  ___________________________________________________________________
 ES0840* NAD 83(1992)-  34 15 22.68253(N)    111 20 41.07453(W)     ADJUSTED  
 ES0840* NAVD 88     -      1570.9    (meters)    5154.     (feet)  VERTCON   
 ES0840  ___________________________________________________________________
 ES0840  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 ES0840  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 ES0840  HORZ ORDER  -  SECOND
 ES0840
 ES0840.The horizontal coordinates were established by classical geodetic methods
 ES0840.and adjusted by the National Geodetic Survey in August 1993.
 ES0840
 ES0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0840
 ES0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0840
 ES0840.The geoid height was determined by GEOID03.
 ES0840
 ES0840;                    North         East     Units Scale Factor Converg.
 ES0840;SPC AZ E     -   361,709.024   104,859.668   MT  1.00004507   -0 39 47.5
 ES0840;SPC AZ E     - 1,186,709.40    344,027.78   iFT  1.00004507   -0 39 47.5
 ES0840;UTM  12      - 3,790,628.436   468,259.602   MT  0.99961242   -0 11 38.6
 ES0840
 ES0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0840!SPC AZ E     -   0.99975746  x   1.00004507  =   0.99980252
 ES0840!UTM  12      -   0.99975746  x   0.99961242  =   0.99936997
 ES0840
 ES0840:                Primary Azimuth Mark                     Grid Az
 ES0840:SPC AZ E     -  ASH                                      040 21 46.7
 ES0840:UTM  12      -  ASH                                      039 53 37.8
 ES0840
 ES0840|---------------------------------------------------------------------|
 ES0840| PID    Reference Object                     Distance      Geod. Az  |
 ES0840|                                                           dddmmss.s |
 ES0840| ES0842 ASH                                 APPROX. 3.6 KM 0394159.2 |
 ES0840| DZ1274 AIRPORT RM 1                         10.143 METERS 07841     |
 ES0840| DZ1275 AIRPORT RM 2                         10.041 METERS 25735     |
 ES0840|---------------------------------------------------------------------|
 ES0840
 ES0840                          SUPERSEDED SURVEY CONTROL
 ES0840
 ES0840  NAD 83(1986)-  34 15 22.67468(N)    111 20 41.07874(W) AD(       ) 2
 ES0840  NGVD 29 (07/10/87) 1570.2    (m)         5152.     (f) VERT ANG    3  
 ES0840
 ES0840.Superseded values are not recommended for survey control.
 ES0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0840.See file dsdata.txt to determine how the superseded data were derived.
 ES0840
 ES0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6826090628(NAD 83)
 ES0840_MARKER: DS = TRIANGULATION STATION DISK
 ES0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0840+STABILITY: SURFACE MOTION
 ES0840
 ES0840  HISTORY     - Date     Condition        Report By
 ES0840  HISTORY     - 1981     MONUMENTED       AZDT
 ES0840
 ES0840                          STATION DESCRIPTION
 ES0840
 ES0840'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0840'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF PAYSON AT THE WEST END
 ES0840'OF THE RUNWAY AT THE PAYSON AIRPORT.
 ES0840'
 ES0840'THE STATION MARK IS AN AZDT DISK STAMPED---AIRPORT 1981---SET IN
 ES0840'TOP OF A 10 INCH CONCRETE MONUMENT ABOUT 400 FEET EAST OF THE WEST END
 ES0840'OF THE RUNWAY AND NEAR THE NORTH RIGHT OF WAY FENCE.  THE STATION IS
 ES0840'MARKED WITH A WITNESS POST AND SIGN.
 ES0840'
 ES0840'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---AIRPORT RM 1 1980---SET
 ES0840'IN TOP OF A C0NCRETE MONUMENT.
 ES0840'
 ES0840'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---AIRPORT RM 2 1980---SET
 ES0840'IN TOP OF A CONCRETE MONUMENT.
 ES0840'
 ES0840'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ON
 ES0840'MAIN STREET FOR 0.6 MILE TO A TRAFFIC LIGHT AT ARIZONA HIGHWAY 87.
 ES0840'TURN LEFT ALONG SR 87 FOR 0.7 MILE TO SR 260, CONTINUE NORTH ALONG
 ES0840'SR 87 FOR 1.2 MILES TO WEST AIRPORT ROAD.  TURN LEFT ON WEST AIRPORT
 ES0840'ROAD FOR 0.9 MILE TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE WEST
 ES0840'FOR 0.5 MILE TO A TRAIL ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL 0.15
 ES0840'MILE TO A T ROAD AT A FENCE CORNER, TURN RIGHT FOR ABOUT 300 FEET TO A
 ES0840'GATE, PASS THROUGH GATE AND CROSS THE WEST END OF RUNWAY AND TRAVEL
 ES0840'DOWN THE NORTH SIDE OF THE RUNWAY STAYING OFF THE RUNWAY.  THE
 ES0840'STATION IS ON THE EAST END OF CUT WHICH IS NORTH OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0346 ***********************************************************************
 CZ0346  DESIGNATION -  AIRPORT 38 RESET
 CZ0346  PID         -  CZ0346
 CZ0346  STATE/COUNTY-  AZ/PINAL
 CZ0346  USGS QUAD   -  RED ROCK (1993)
 CZ0346
 CZ0346                         *CURRENT SURVEY CONTROL
 CZ0346  ___________________________________________________________________
 CZ0346* NAD 83(1992)-  32 36 07.45952(N)    111 20 55.57490(W)     ADJUSTED  
 CZ0346* NAVD 88     -       557.29   (+/-2cm)    1828.4    (feet)  VERTCON   
 CZ0346  ___________________________________________________________________
 CZ0346  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CZ0346  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0346  HORZ ORDER  -  SECOND
 CZ0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0346
 CZ0346.The horizontal coordinates were established by classical geodetic methods
 CZ0346.and adjusted by the National Geodetic Survey in August 1993.
 CZ0346
 CZ0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0346.The vertical order pertains to the NGVD 29 superseded value.
 CZ0346
 CZ0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0346
 CZ0346.The geoid height was determined by GEOID03.
 CZ0346
 CZ0346;                    North         East     Units Scale Factor Converg.
 CZ0346;SPC AZ C     -   177,767.717   266,663.685   MT  0.99993502   +0 18 21.6
 CZ0346;SPC AZ C     -   583,227.42    874,880.86   iFT  0.99993502   +0 18 21.6
 CZ0346;UTM  12      - 3,607,227.691   467,273.734   MT  0.99961321   -0 11 16.5
 CZ0346
 CZ0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0346!SPC AZ C     -   0.99991716  x   0.99993502  =   0.99985219
 CZ0346!UTM  12      -   0.99991716  x   0.99961321  =   0.99953041
 CZ0346
 CZ0346:                Primary Azimuth Mark                     Grid Az
 CZ0346:SPC AZ C     -  HIGHWAY 84 STA 3742+8236 1841.04         135 08 08.0
 CZ0346:UTM  12      -  HIGHWAY 84 STA 3742+8236 1841.04         135 37 46.1
 CZ0346
 CZ0346|---------------------------------------------------------------------|
 CZ0346| PID    Reference Object                     Distance      Geod. Az  |
 CZ0346|                                                           dddmmss.s |
 CZ0346| CH4045 HIGHWAY 84 STA 3742+8236 1841.04                   1352629.6 |
 CZ0346| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX. 7.2 KM 1391023.4 |
 CZ0346| CZ0348 AIRPORT 38 RM 2                      27.235 METERS 27913     |
 CZ0346| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX. 6.1 KM 3070319.9 |
 CZ0346| CZ1928 AIRPORT BCN CEN OF TOWER              5.824 METERS 31608     |
 CZ0346| CZ0347 AIRPORT 38 RM 1                      21.783 METERS 35244     |
 CZ0346|---------------------------------------------------------------------|
 CZ0346
 CZ0346                          SUPERSEDED SURVEY CONTROL
 CZ0346
 CZ0346  NAD 83(1986)-  32 36 07.45367(N)    111 20 55.57542(W) AD(       ) 2
 CZ0346  NAD 27      -  32 36 07.21500(N)    111 20 53.17900(W) AD(       ) 2
 CZ0346  NGVD 29 (??/??/92)  556.922  (m)         1827.17   (f) ADJ UNCH    1 2
 CZ0346
 CZ0346.Superseded values are not recommended for survey control.
 CZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0346.See file dsdata.txt to determine how the superseded data were derived.
 CZ0346
 CZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6727407228(NAD 83)
 CZ0346_MARKER: DS = TRIANGULATION STATION DISK
 CZ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0346_STAMPING: AIRPORT NO 38 1935
 CZ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0346+STABILITY: SURFACE MOTION
 CZ0346
 CZ0346  HISTORY     - Date     Condition        Report By
 CZ0346  HISTORY     - 1935     MONUMENTED       CGS
 CZ0346  HISTORY     - 1950     SEE DESCRIPTION  LOCENG
 CZ0346  HISTORY     - 1952     MARK NOT FOUND   CGS
 CZ0346  HISTORY     - 1959     MARK NOT FOUND   CGS
 CZ0346  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ0346  HISTORY     - 1960     GOOD             NGS
 CZ0346  HISTORY     - 1973     GOOD             DMA
 CZ0346
 CZ0346                          STATION DESCRIPTION
 CZ0346
 CZ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ0346'ON AIRPORT NO. 38, ABOUT 2.1 MILES NORTHWEST OF THE TOWN OF
 CZ0346'RED ROCK.  STATION MARK IS STANDARD BRONZE DISK SET IN A CONCRETE
 CZ0346'ARROW.  AIRPORT BEACON, CENTER OF TOWER IS 5.824 METERS
 CZ0346'(19.11 FEET) FROM STATION  N 43 DEG 52 MIN 2.  REFERENCE
 CZ0346'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,IS
 CZ0346'21.783 METERS (71.47 FEET) FROM STATION.
 CZ0346'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ0346'IS 27.235 METERS (89.35 FEET) FROM STATION.
 CZ0346'A RAILROAD WATER TANK 2 MILES SOUTH OF THE
 CZ0346'STATION  N 59 DEG 08 MIN 50 SEC. W.
 CZ0346
 CZ0346                          STATION RECOVERY (1950)
 CZ0346
 CZ0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (CAA)
 CZ0346'LETTER R.W. WOODWORTH, SUPVR., SOUTHWESTERN DISTRICT, LOS ANGELES,
 CZ0346'CALIF., DATED FEBRUARY 10, 1950--
 CZ0346'
 CZ0346'CIVIL AERONAUTICS ADMINISTRATION REMOVED THE STATION MARK TO
 CZ0346'MAKE WAY FOR IMPROVEMENTS AT THE AIRPORT.  THE REFERENCE
 CZ0346'MARKS ARE STILL INTACT.
 CZ0346
 CZ0346                          STATION RECOVERY (1952)
 CZ0346
 CZ0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CZ0346'A THOROUGH SEARCH WAS MADE FOR THE STATION AND IT WAS NOT
 CZ0346'RECOVERED.  THE REFERENCE MARKS ARE LOCATED 2.2 MILES NW OF
 CZ0346'RED ROCK.  TO REACH THE REFERENCE MARKS FOLLOW STATE HIGHWAY
 CZ0346'84 NW FOR 2.1 MILES, THENCE FOLLOW A GRAVEL ROAD 0.1 MILE SW
 CZ0346'TO THE NW ENTRANCE TO THE RED ROCK AIRPORT (ABANDONED).
 CZ0346'
 CZ0346'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED AIRPORT NO
 CZ0346'38 NO 1 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0346'0.4 FOOT ABOVE THE GROUND.  IT IS 97.26 FEET NE OF R.M. 2,
 CZ0346'56 FEET NE OF THE CENTER LINE OF THE ENTRANCE, 44.5 FET
 CZ0346'NE OF A RED AND ORANGE AND SILVER PAINTED POLE, 30 FEET
 CZ0346'SE OF THE GRAVEL ROAD, AND 1.7 FEET NE OF A WHITE PAINTED
 CZ0346'WOODEN WITNESS POST.
 CZ0346'
 CZ0346'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED AIRPORT
 CZ0346'NO 38 NO 2 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0346'0.4 FOOT ABOVE THE GROUND.  IT IS 97.26 FEET SW OF R.M. 1, 52.8
 CZ0346'FEET SW OF A RED AND SILVER PAINTED POLE, 41 FEET SW OF
 CZ0346'THE CENTER LINE OF THE ENTRANCE, 34 FEET SE OF THE CENTER LINE
 CZ0346'OF A GRAVEL ROAD, AND 1.5 FEET SW OF A WHITE PAINTED WITNESS
 CZ0346'POST.
 CZ0346
 CZ0346                          STATION RECOVERY (1959)
 CZ0346
 CZ0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0346'STATION MARK WAS NOT RECOVERED, IT IS BELIEVED TO HAVE BEEN
 CZ0346'DESTROYED WHEN THE AIRWAY BEACON WAS REMOVED AT THIS LOCATION.
 CZ0346'
 CZ0346'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WAS FOUND IN
 CZ0346'GOOD CONDITION.
 CZ0346
 CZ0346                          STATION RECOVERY (1960)
 CZ0346
 CZ0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0346'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 CZ0346'AND FOUND IN GOOD CONDITION.  THE STATION MARK HAD BEEN DESTROYED.
 CZ0346'THE STATION MARK WAS RE-ESTABLISHED FROM THE DATA OFF THE
 CZ0346'REFERENCE MARKS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CZ0346'
 CZ0346'THE STATION IS ABOUT 12-1/2 MILES NORTHWEST OF MARANA, ABOUT
 CZ0346'2 MILES NORTHWEST OF THE RAILROAD SIDING AT RED ROCK AND 0.1
 CZ0346'MILE WEST OF STATE HIGHWAY 84 AT MILE POST 209 AT THE NORTHWEST
 CZ0346'EDGE OF AN ABANDONED AIRPORT.
 CZ0346'
 CZ0346'TO REACH THE STATION FROM THE POST OFFICE AT MARANA GO NORTHWEST
 CZ0346'ON STATE HIGHWAY 84 FOR 10.7 MILES TO THE RED ROCK RAILROAD
 CZ0346'SIDING ON THE RIGHT, CONTINUE NORTHWEST ON STATE HIGHWAY 84 FOR
 CZ0346'1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST
 CZ0346'ON STATE HIGHWAY 84 FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 CZ0346'LEFT AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE
 CZ0346'TO THE STATION AND REFERENCE MARKS ON THE LEFT.
 CZ0346'
 CZ0346'THE STATION MARK, STAMPED AIRPORT NO 38 1935, IS A STANDARD
 CZ0346'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0346'PROJECTS 4 INCHES.  IT IS 59 FEET SOUTHEAST OF A TELEPHONE POLE
 CZ0346'PAINTED RED AND WHITE NO LONGER USED AND 2.2 FEET SOUTH OF
 CZ0346'THE WITNESS POST.
 CZ0346'
 CZ0346'REFERENCE MARK NO. 1, STAMPED AIRPORT NO 38 1935, IS A STANDARD
 CZ0346'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0346'PROJECTS 2 INCHES.  IT IS 43 FEET NORTHWEST OF THE TELEPHONE
 CZ0346'POLE AND 31 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 CZ0346'ROAD.
 CZ0346'
 CZ0346'REFERENCE MARK NO. 2, STAMPED AIRPORT NO 38 1935, IS A STANDARD
 CZ0346'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0346'PROJECTS 6 INCHES.  IT IS 53 FEET NORTHEAST OF THE TELEPHONE
 CZ0346'POLE AND 40 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.
 CZ0346'
 CZ0346'THE ARIZONA HIGHWAY DEPT. ELEV. DISK, STAMPED 1841.04 3742+8236,
 CZ0346'WAS USED FOR THE AZIMUTH MARK.  THE DISK IS CEMENTED IN A
 CZ0346'DRILL HOLE IN THE WEST HEAD WALL OF A CONCRETE CULVERT, 20
 CZ0346'FEET WEST OF THE CENTER OF THE NORTH BOUND TRAFFIC LANE
 CZ0346'OF STATE HIGHWAY 84.
 CZ0346'
 CZ0346'DISTANCE BETWEEN REFERENCE MARKS 29.655 METERS, MEASURED THIS
 CZ0346'DATE TO VERIFY THE RESETTNG OF STATION MARK.
 CZ0346
 CZ0346                          STATION RECOVERY (1960)
 CZ0346
 CZ0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0346'12.5 MI NW FROM MARANA.
 CZ0346'12.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0346'MARANA, 0.1 MILE WEST OF MILEPOST 209, 59 FEET SOUTHEAST OF A RED AND
 CZ0346'WHITE PAINTED TELEPHONE POLE, 2 FEET SOUTH OF THE WITNESS POST, SET IN
 CZ0346'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CZ0346
 CZ0346                          STATION RECOVERY (1973)
 CZ0346
 CZ0346'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973 (ALB)
 CZ0346'AIRPORT NO. 38 1935-GOOD
 CZ0346'
 CZ0346'DESCRIPTION SHOULD READ WEST OF SOUTH BOUND LANE OF INTERSTATE
 CZ0346'10 INSTEAD OF HIGHWAY 84
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0347 ***********************************************************************
 CZ0347  DESIGNATION -  AIRPORT 38 RM 1
 CZ0347  PID         -  CZ0347
 CZ0347  STATE/COUNTY-  AZ/PINAL
 CZ0347  USGS QUAD   -  RED ROCK (1993)
 CZ0347
 CZ0347                         *CURRENT SURVEY CONTROL
 CZ0347  ___________________________________________________________________
 CZ0347* NAD 83(1986)-  32 36 06.     (N)    111 20 54.     (W)     SCALED    
 CZ0347* NAVD 88     -       557.20   (+/-2cm)    1828.1    (feet)  VERTCON   
 CZ0347  ___________________________________________________________________
 CZ0347  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0347  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0347
 CZ0347.The horizontal coordinates were scaled from a topographic map and have
 CZ0347.an estimated accuracy of +/- 6 seconds.
 CZ0347
 CZ0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0347.The vertical order pertains to the NGVD 29 superseded value.
 CZ0347
 CZ0347.The geoid height was determined by GEOID03.
 CZ0347
 CZ0347;                    North         East    Units  Estimated Accuracy
 CZ0347;SPC AZ C     -   177,720.      266,710.      MT  (+/- 180 meters Scaled)
 CZ0347
 CZ0347                          SUPERSEDED SURVEY CONTROL
 CZ0347
 CZ0347  NGVD 29 (??/??/92)  556.838  (m)         1826.89   (f) ADJ UNCH    1 2
 CZ0347
 CZ0347.Superseded values are not recommended for survey control.
 CZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0347.See file dsdata.txt to determine how the superseded data were derived.
 CZ0347
 CZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB673071(NAD 83)
 CZ0347_MARKER: DR = REFERENCE MARK DISK
 CZ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0347_STAMPING: AIRPORT NO. 38 NO. 1 1935
 CZ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0347+STABILITY: SURFACE MOTION
 CZ0347
 CZ0347  HISTORY     - Date     Condition        Report By
 CZ0347  HISTORY     - 1935     MONUMENTED       CGS
 CZ0347  HISTORY     - 1952     GOOD             NGS
 CZ0347  HISTORY     - 1960     GOOD             NGS
 CZ0347
 CZ0347                          STATION DESCRIPTION
 CZ0347
 CZ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0347'2.2 MI NW FROM RED ROCK.
 CZ0347'2.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0347'STATION AT RED ROCK, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 CZ0347'AT THE NORTHWEST GRAVELED ENTRANCE TO THE ABANDONED RED ROCK AIRPORT,
 CZ0347'AMONG THE RUINS OF THE AIRPORT STRUCTURES 97.3 FEET NORTHEAST OF RM
 CZ0347'NO. 2, 56 FEET NORTHEAST OF THE CENTER LINE OF THE ENTRANCE, 44.5 FEET
 CZ0347'NORTHEAST OF A SILVER AND OARANGE PAINTED POWER POLE, 30 FEET
 CZ0347'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 1.7 FEET NORTHEAST OF A
 CZ0347'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ0347'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0347
 CZ0347                          STATION RECOVERY (1960)
 CZ0347
 CZ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0348 ***********************************************************************
 CZ0348  DESIGNATION -  AIRPORT 38 RM 2
 CZ0348  PID         -  CZ0348
 CZ0348  STATE/COUNTY-  AZ/PINAL
 CZ0348  USGS QUAD   -  RED ROCK (1993)
 CZ0348
 CZ0348                         *CURRENT SURVEY CONTROL
 CZ0348  ___________________________________________________________________
 CZ0348* NAD 83(1986)-  32 36 06.     (N)    111 20 54.     (W)     SCALED    
 CZ0348* NAVD 88     -       557.08   (+/-2cm)    1827.7    (feet)  VERTCON   
 CZ0348  ___________________________________________________________________
 CZ0348  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0348  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0348
 CZ0348.The horizontal coordinates were scaled from a topographic map and have
 CZ0348.an estimated accuracy of +/- 6 seconds.
 CZ0348
 CZ0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0348.The vertical order pertains to the NGVD 29 superseded value.
 CZ0348
 CZ0348.The geoid height was determined by GEOID03.
 CZ0348
 CZ0348;                    North         East    Units  Estimated Accuracy
 CZ0348;SPC AZ C     -   177,720.      266,710.      MT  (+/- 180 meters Scaled)
 CZ0348
 CZ0348                          SUPERSEDED SURVEY CONTROL
 CZ0348
 CZ0348  NGVD 29 (??/??/92)  556.720  (m)         1826.51   (f) ADJ UNCH    1 2
 CZ0348
 CZ0348.Superseded values are not recommended for survey control.
 CZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0348.See file dsdata.txt to determine how the superseded data were derived.
 CZ0348
 CZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB673071(NAD 83)
 CZ0348_MARKER: DR = REFERENCE MARK DISK
 CZ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0348_STAMPING: AIRPORT NO. 38 NO. 2 1935
 CZ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0348+STABILITY: SURFACE MOTION
 CZ0348
 CZ0348  HISTORY     - Date     Condition        Report By
 CZ0348  HISTORY     - 1935     MONUMENTED       CGS
 CZ0348  HISTORY     - 1952     GOOD             NGS
 CZ0348  HISTORY     - 1960     GOOD             NGS
 CZ0348
 CZ0348                          STATION DESCRIPTION
 CZ0348
 CZ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0348'2.2 MI NW FROM RED ROCK.
 CZ0348'2.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0348'STATION AT RED ROCK, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 CZ0348'AT THE NORTHWEST GRAVELED ENTRANCE TO THE ABANDONED RED ROCK AIRPORT,
 CZ0348'AMONG THE RUINS OF THE AIRPORT STRUCTURES, 97.3 FEET SOUTHWEST OF RM
 CZ0348'NO. 1, 52.8 FEET SOUTHWEST OF A SILVER AND ORANGE PAINTED POWER POLE,
 CZ0348'41 FEET SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE, 34 FEET
 CZ0348'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 1.5 FEET SOUTHWEST OF A
 CZ0348'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ0348'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0348
 CZ0348                          STATION RECOVERY (1960)
 CZ0348
 CZ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1928 ***********************************************************************
 CZ1928  DESIGNATION -  AIRPORT BCN CEN OF TOWER
 CZ1928  PID         -  CZ1928
 CZ1928  STATE/COUNTY-  AZ/PINAL
 CZ1928  USGS QUAD   -  RED ROCK (1993)
 CZ1928
 CZ1928                         *CURRENT SURVEY CONTROL
 CZ1928  ___________________________________________________________________
 CZ1928* NAD 83(1992)-  32 36 07.59582(N)    111 20 55.72970(W)     ADJUSTED  
 CZ1928* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 CZ1928  ___________________________________________________________________
 CZ1928  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CZ1928  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ1928  HORZ ORDER  -  THIRD
 CZ1928
 CZ1928.The horizontal coordinates were established by classical geodetic methods
 CZ1928.and adjusted by the National Geodetic Survey in August 1993.
 CZ1928
 CZ1928.The orthometric height was scaled from a topographic map.
 CZ1928
 CZ1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1928
 CZ1928.The geoid height was determined by GEOID03.
 CZ1928
 CZ1928;                    North         East     Units Scale Factor Converg.
 CZ1928;SPC AZ C     -   177,771.894   266,659.627   MT  0.99993502   +0 18 21.5
 CZ1928;SPC AZ C     -   583,241.12    874,867.54   iFT  0.99993502   +0 18 21.5
 CZ1928;UTM  12      - 3,607,231.901   467,269.712   MT  0.99961321   -0 11 16.6
 CZ1928
 CZ1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1928!SPC AZ C     -   0.99991715  x   0.99993502  =   0.99985218
 CZ1928!UTM  12      -   0.99991715  x   0.99961321  =   0.99953039
 CZ1928
 CZ1928                          SUPERSEDED SURVEY CONTROL
 CZ1928
 CZ1928  NAD 83(1986)-  32 36 07.59002(N)    111 20 55.73017(W) AD(       ) 4
 CZ1928  NAD 27      -  32 36 07.35100(N)    111 20 53.33400(W) AD(       ) 3
 CZ1928
 CZ1928.Superseded values are not recommended for survey control.
 CZ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1928.See file dsdata.txt to determine how the superseded data were derived.
 CZ1928
 CZ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6727007232(NAD 83)
 CZ1928_MARKER: 21 = AIRPORT BEACON
 CZ1928
 CZ1928  HISTORY     - Date     Condition        Report By
 CZ1928  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1928  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 CZ1928  HISTORY     - 20080209 MARK NOT FOUND   GEOCAC
 CZ1928
 CZ1928                          STATION DESCRIPTION
 CZ1928
 CZ1928'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0647 ***********************************************************************
 FQ0647  DESIGNATION -  AIRPORT BCN FLAGSTAFF MUN APT
 FQ0647  PID         -  FQ0647
 FQ0647  STATE/COUNTY-  AZ/COCONINO
 FQ0647  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0647
 FQ0647                         *CURRENT SURVEY CONTROL
 FQ0647  ___________________________________________________________________
 FQ0647* NAD 83(1992)-  35 08 10.35502(N)    111 40 37.75705(W)     ADJUSTED  
 FQ0647* NAVD 88     -              **(meters)            **(feet)            
 FQ0647  ___________________________________________________________________
 FQ0647  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FQ0647  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0647  HORZ ORDER  -  THIRD
 FQ0647
 FQ0647.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0647
 FQ0647.The horizontal coordinates were established by classical geodetic methods
 FQ0647.and adjusted by the National Geodetic Survey in August 1993.
 FQ0647
 FQ0647
 FQ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0647
 FQ0647.The geoid height was determined by GEOID03.
 FQ0647
 FQ0647;                    North         East     Units Scale Factor Converg.
 FQ0647;SPC AZ C     -   458,710.316   235,186.151   MT  0.99990587   +0 08 16.2
 FQ0647;SPC AZ C     - 1,504,955.10    771,608.11   iFT  0.99990587   +0 08 16.2
 FQ0647;UTM  12      - 3,888,358.182   438,310.591   MT  0.99964690   -0 23 23.0
 FQ0647
 FQ0647                          SUPERSEDED SURVEY CONTROL
 FQ0647
 FQ0647  NAD 83(1986)-  35 08 10.34553(N)    111 40 37.78248(W) AD(       ) 4
 FQ0647  NAD 27      -  35 08 10.32400(N)    111 40 35.15600(W) AD(       ) 3
 FQ0647
 FQ0647.Superseded values are not recommended for survey control.
 FQ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0647.See file dsdata.txt to determine how the superseded data were derived.
 FQ0647
 FQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3831188358(NAD 83)
 FQ0647_MARKER: 21 = AIRPORT BEACON
 FQ0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0647+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0647
 FQ0647  HISTORY     - Date     Condition        Report By
 FQ0647  HISTORY     - 1960     FIRST OBSERVED   CGS
 FQ0647  HISTORY     - 1981     GOOD             NGS
 FQ0647  HISTORY     - 19940615 GOOD             NGS
 FQ0647  HISTORY     - 19961002 GOOD             USPSQD
 FQ0647  HISTORY     - 20050929 GOOD             USPSQD
 FQ0647  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0647
 FQ0647                          STATION DESCRIPTION
 FQ0647
 FQ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0647'ON THE WEST SIDE OF THE AIRPORT, 280 FT. WEST OF THE
 FQ0647'ADMINISTRATION BUILDING.  250 FT NW OF NW CORNER OF THE STONE
 FQ0647'HANGAR.  60 FT. N. OF AIRPORT ACCESS ROAD IN A TRIANGLE FORMED
 FQ0647'BY ROADS.  A STANDARD FAA BEACON SHOWING GREEN AND CLEAR MOUNTED
 FQ0647'ON A FOUR LEGGED STEEL TOWER AND IS 66 FT HIGH.  POINT OBSERVED
 FQ0647'ON CL OF LIGHT.
 FQ0647
 FQ0647                          STATION RECOVERY (1981)
 FQ0647
 FQ0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FQ0647'RECOVERED AS DESCRIBED.
 FQ0647'
 FQ0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 FQ0647'FLAGSTAFF.
 FQ0647
 FQ0647                          STATION RECOVERY (1994)
 FQ0647
 FQ0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DLA)
 FQ0647'ON THE WEST SIDE OF THE AIRPORT, 280 FT (85.3 M) W OF THE
 FQ0647'ADMINISTRATION BLDG, 250 FT (76.2 M) NW OF THE NW CORNER OF A STONE
 FQ0647'HANGAR 60 FT (18.3 M) N OF AIRPORT ACCESS ROAD IN A TRIANGLE FORMED BY
 FQ0647'ROADS.  A STANDARD GREEN AND WHITE ROTATING BEACON ATOP A FOUR LEGGED
 FQ0647'STEEL TOWER 60 FT (18.3 M) HIGH.
 FQ0647
 FQ0647                          STATION RECOVERY (1996)
 FQ0647
 FQ0647'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0647'RECOVERED IN GOOD CONDITION.
 FQ0647
 FQ0647                          STATION RECOVERY (2005)
 FQ0647
 FQ0647'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0647'RECOVERED AS DESCRIBED
 FQ0647
 FQ0647                          STATION RECOVERY (2007)
 FQ0647
 FQ0647'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0647'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 FQ0647'THE DESCRIPTION - DID NOT FIND ANY DATE STAMP OR OTHER UNIQUE MARKINGS
 FQ0647'LOCATED ON THE STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1980 ***********************************************************************
 CZ1980  DESIGNATION -  AIRWAY BCN RYAN FIELD TUCSON
 CZ1980  PID         -  CZ1980
 CZ1980  STATE/COUNTY-  AZ/PIMA
 CZ1980  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ1980
 CZ1980                         *CURRENT SURVEY CONTROL
 CZ1980  ___________________________________________________________________
 CZ1980* NAD 83(1992)-  32 08 07.84927(N)    111 10 11.50660(W)     ADJUSTED  
 CZ1980* NAVD 88     -              **(meters)            **(feet)            
 CZ1980  ___________________________________________________________________
 CZ1980  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 CZ1980  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ1980  HORZ ORDER  -  THIRD
 CZ1980
 CZ1980.This mark is at Ryan Field Airport (RYN)
 CZ1980
 CZ1980.The horizontal coordinates were established by classical geodetic methods
 CZ1980.and adjusted by the National Geodetic Survey in August 1993.
 CZ1980
 CZ1980
 CZ1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1980
 CZ1980.The geoid height was determined by GEOID03.
 CZ1980
 CZ1980;                    North         East     Units Scale Factor Converg.
 CZ1980;SPC AZ C     -   126,136.618   283,817.669   MT  0.99996120   +0 23 50.1
 CZ1980;SPC AZ C     -   413,834.05    931,160.33   iFT  0.99996120   +0 23 50.1
 CZ1980;UTM  12      - 3,555,469.156   483,979.170   MT  0.99960317   -0 05 25.3
 CZ1980
 CZ1980                          SUPERSEDED SURVEY CONTROL
 CZ1980
 CZ1980  NAD 83(1986)-  32 08 07.84424(N)    111 10 11.50581(W) AD(       ) 4
 CZ1980  NAD 27      -  32 08 07.56600(N)    111 10 09.15000(W) AD(       ) 3
 CZ1980
 CZ1980.Superseded values are not recommended for survey control.
 CZ1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1980.See file dsdata.txt to determine how the superseded data were derived.
 CZ1980
 CZ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8397955469(NAD 83)
 CZ1980_MARKER: 21 = AIRPORT BEACON
 CZ1980
 CZ1980  HISTORY     - Date     Condition        Report By
 CZ1980  HISTORY     - 1962     FIRST OBSERVED   CGS
 CZ1980  HISTORY     - 1976     GOOD             NGS
 CZ1980  HISTORY     - 1979     GOOD             NGS
 CZ1980  HISTORY     - 1982     GOOD             NGS
 CZ1980  HISTORY     - 19950107 GOOD             USPSQD
 CZ1980  HISTORY     - 19990105 GOOD             USPSQD
 CZ1980  HISTORY     - 20011210 GOOD             NGS
 CZ1980
 CZ1980                          STATION DESCRIPTION
 CZ1980
 CZ1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1980'THE STATION IS 15 MILES, AIR LINE, SOUTH-SOUTHWEST OF TUCSON
 CZ1980'AND AT AN AIR STRIP KNOWN AS RYAN FIELD.  IT IS 0.15 MILE
 CZ1980'SOUTH OF THE EAST-WEST TAXI STRIP, 0.05 MILE NORTH OF STATE
 CZ1980'HIGHWAY 86 AND 42 FEET EAST OF THE CENTERLINE OF A DIRT
 CZ1980'ROAD LEADING TO THE HANGERS.
 CZ1980'
 CZ1980'THE STATION IS A STANDARD ROTATING BEACON LIGHT ATOP A STEEL,
 CZ1980'4-LEGGED STRUCTURE PAINTED IN ALTERNATE SECTION OF ORANGE
 CZ1980'AND WHITE.  THE CENTER OF THE GREEN ROTATING LIGHT WHICH IS
 CZ1980'60 FEET ABOVE THE GROUND, IS THE POINT INTERSECTED.
 CZ1980
 CZ1980                          STATION RECOVERY (1976)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 CZ1980'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE FOUR OUTER
 CZ1980'TOWERS HAVE BEEN REMOVED.
 CZ1980'
 CZ1980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH,
 CZ1980'SOUTHWEST OF TUCSON.
 CZ1980
 CZ1980                          STATION RECOVERY (1979)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 CZ1980'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 CZ1980'ORIGINALLY DESCRIBED.  THE FACILITY NOW SERVES AS AN AIRPORT BEACON.
 CZ1980'
 CZ1980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RYAN FIELD
 CZ1980'(AIRPORT) 14 MILES SW OF TUCSON.
 CZ1980
 CZ1980                          STATION RECOVERY (1982)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 CZ1980'RECOVERED IN GOOD CONDITION.  THE BEACON NOW FLASHED GREEN AND
 CZ1980'WHITE AND SERVES AS THE AIRPORT BEACON FOR RYAN FIELD.
 CZ1980'
 CZ1980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RYAN FIELD
 CZ1980'(AIRPORT) 14 MI. SW OF TUCSON.
 CZ1980
 CZ1980                          STATION RECOVERY (1995)
 CZ1980
 CZ1980'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1980'RECOVERED IN GOOD CONDITION.
 CZ1980
 CZ1980                          STATION RECOVERY (1999)
 CZ1980
 CZ1980'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1980'RECOVERED IN GOOD CONDITION.
 CZ1980
 CZ1980                          STATION RECOVERY (2001)
 CZ1980
 CZ1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ1980'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1821 ***********************************************************************
 CZ1821  DESIGNATION -  AIRWAY BEACON 12
 CZ1821  PID         -  CZ1821
 CZ1821  STATE/COUNTY-  AZ/PIMA
 CZ1821  USGS QUAD   -  VAIL (1981)
 CZ1821
 CZ1821                         *CURRENT SURVEY CONTROL
 CZ1821  ___________________________________________________________________
 CZ1821* NAD 83(1992)-  32 03 43.66343(N)    110 39 06.95973(W)     ADJUSTED  
 CZ1821* NAVD 88     -              **(meters)            **(feet)            
 CZ1821  ___________________________________________________________________
 CZ1821  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 CZ1821  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CZ1821  HORZ ORDER  -  THIRD
 CZ1821
 CZ1821.The horizontal coordinates were established by classical geodetic methods
 CZ1821.and adjusted by the National Geodetic Survey in August 1993.
 CZ1821
 CZ1821
 CZ1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1821
 CZ1821.The geoid height was determined by GEOID03.
 CZ1821
 CZ1821;                    North         East     Units Scale Factor Converg.
 CZ1821;SPC AZ C     -   118,455.354   332,780.300   MT  1.00007582   +0 40 17.2
 CZ1821;SPC AZ C     -   388,633.05  1,091,798.88   iFT  1.00007582   +0 40 17.2
 CZ1821;UTM  12      - 3,547,375.203   532,854.664   MT  0.99961331   +0 11 05.2
 CZ1821
 CZ1821                          SUPERSEDED SURVEY CONTROL
 CZ1821
 CZ1821  NAD 83(1986)-  32 03 43.65853(N)    110 39 06.95880(W) AD(       ) 4
 CZ1821  NAD 27      -  32 03 43.36800(N)    110 39 04.67100(W) AD(       ) 3
 CZ1821
 CZ1821.Superseded values are not recommended for survey control.
 CZ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1821.See file dsdata.txt to determine how the superseded data were derived.
 CZ1821
 CZ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3285547375(NAD 83)
 CZ1821_MARKER: 22 = AIRWAY BEACON
 CZ1821
 CZ1821  HISTORY     - Date     Condition        Report By
 CZ1821  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1821  HISTORY     - 1960     GOOD             CGS
 CZ1821
 CZ1821                          STATION DESCRIPTION
 CZ1821
 CZ1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1821'THE STATION IS 4-1/2 MILES WEST AND 4-1/2 MILES NORTH OF THE
 CZ1821'PANTANO RAILROAD SIDING, 4. MILES EAST AND 2-1/2 MILES NORTH OF
 CZ1821'THE VAIL JUNCTION ON U.S. HIGHWAY 80, 16 MILES SOUTHEAST OF
 CZ1821'TUCSON.  IT IS ON THE MOST SOUTHWESTERN ONE AND HIGHEST OF THE
 CZ1821'PISTOL HILL.
 CZ1821'
 CZ1821'IT IS A STANDARD 4 LEGGED STEEL BEACON STRUCTURE APPROXIMATELY
 CZ1821'50 FEET HIGH.  THE POINT INTERSECTED WAS THE CENTER OF THE LIGHT.
 CZ1821'
 CZ1821'PREVIOUSLY LISTED AS AVIATION BEACON NO. 43, 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1965 ***********************************************************************
 CZ1965  DESIGNATION -  AIRWAY BEACON 8
 CZ1965  PID         -  CZ1965
 CZ1965  STATE/COUNTY-  AZ/PIMA
 CZ1965  USGS QUAD   -  MARANA (1992)
 CZ1965
 CZ1965                         *CURRENT SURVEY CONTROL
 CZ1965  ___________________________________________________________________
 CZ1965* NAD 83(1992)-  32 23 20.93823(N)    111 08 44.83749(W)     ADJUSTED  
 CZ1965* NAVD 88     -              **(meters)            **(feet)            
 CZ1965  ___________________________________________________________________
 CZ1965  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 CZ1965  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ1965  HORZ ORDER  -  THIRD
 CZ1965
 CZ1965.The horizontal coordinates were established by classical geodetic methods
 CZ1965.and adjusted by the National Geodetic Survey in August 1993.
 CZ1965
 CZ1965
 CZ1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1965
 CZ1965.The geoid height was determined by GEOID03.
 CZ1965
 CZ1965;                    North         East     Units Scale Factor Converg.
 CZ1965;SPC AZ C     -   154,276.946   285,887.078   MT  0.99996485   +0 24 46.6
 CZ1965;SPC AZ C     -   506,157.96    937,949.73   iFT  0.99996485   +0 24 46.6
 CZ1965;UTM  12      - 3,583,580.652   486,287.998   MT  0.99960232   -0 04 41.1
 CZ1965
 CZ1965                          SUPERSEDED SURVEY CONTROL
 CZ1965
 CZ1965  NAD 83(1986)-  32 23 20.93547(N)    111 08 44.83625(W) AD(       ) 4
 CZ1965  NAD 27      -  32 23 20.67400(N)    111 08 42.47900(W) AD(       ) 3
 CZ1965
 CZ1965.Superseded values are not recommended for survey control.
 CZ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1965.See file dsdata.txt to determine how the superseded data were derived.
 CZ1965
 CZ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8628883581(NAD 83)
 CZ1965_MARKER: 22 = AIRWAY BEACON
 CZ1965
 CZ1965  HISTORY     - Date     Condition        Report By
 CZ1965  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ1965  HISTORY     - 1962     GOOD             CGS
 CZ1965  HISTORY     - 20070112 MARK NOT FOUND   GEOCAC
 CZ1965
 CZ1965                          STATION DESCRIPTION
 CZ1965
 CZ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1965'THE STATION IS LOCATED 2 MILES SOUTH OF RILLITO, 2 MILES
 CZ1965'WEST OF STATE HIGHWAY 84, ON THE TOP OF A GROUP OF LOW MOUNTAINS
 CZ1965'WHICH RUN IN A NORTH-SOUTH DIRECTION.
 CZ1965'
 CZ1965'IT IS A FOUR-LEGGED STEEL TOWER WITH A LARGE BEACON ON TOP AND
 CZ1965'IS PAINTED SILVER IN COLOR AND THE BEACON IS PAINTED RED,
 CZ1965'AND IS ABOUT 60 FOOT TALL, THE LIGHT SPINDLE WAS THE POINT
 CZ1965'INTERSECTED.
 CZ1965
 CZ1965                          STATION RECOVERY (2007)
 CZ1965
 CZ1965'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1965'THE ADJUSTED COORDINATES FOR THE STATION POINT TO A BUILDING WITH A
 CZ1965'MICROWAVE AND CELL PHONE TOWER THAT IS NOW PART OF A MILITARY
 CZ1965'FACILITY. DID NOT IDENTIFY A RED BEACON AT THE TOP OF THE TOWER WHICH
 CZ1965'IS BELOW THE CELLULAR ANTENNA ARRAY THAT IS LOCATED AT THE TOP OF THE
 CZ1965'TOWER. DID NOT GAIN ACCESS TO THE MILITARY FACILITY TO FURTHER INSPECT
 CZ1965'THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2116 ***********************************************************************
 DU2116  DESIGNATION -  AIRWAY BEACON AT AIRPORT 34 A
 DU2116  PID         -  DU2116
 DU2116  STATE/COUNTY-  AZ/PINAL
 DU2116  USGS QUAD   -  SACATON (1981)
 DU2116
 DU2116                         *CURRENT SURVEY CONTROL
 DU2116  ___________________________________________________________________
 DU2116* NAD 83(1992)-  33 04 11.63481(N)    111 43 42.94674(W)     ADJUSTED  
 DU2116* NAVD 88     -              **(meters)            **(feet)            
 DU2116  ___________________________________________________________________
 DU2116  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DU2116  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU2116  HORZ ORDER  -  THIRD
 DU2116
 DU2116.The horizontal coordinates were established by classical geodetic methods
 DU2116.and adjusted by the National Geodetic Survey in August 1993.
 DU2116
 DU2116
 DU2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2116
 DU2116.The geoid height was determined by GEOID03.
 DU2116
 DU2116;                    North         East     Units Scale Factor Converg.
 DU2116;SPC AZ C     -   229,518.598   230,920.164   MT  0.99990380   +0 06 09.4
 DU2116;SPC AZ C     -   753,013.77    757,612.09   iFT  0.99990380   +0 06 09.4
 DU2116;UTM  12      - 3,659,271.910   431,990.539   MT  0.99965703   -0 23 51.3
 DU2116
 DU2116                          SUPERSEDED SURVEY CONTROL
 DU2116
 DU2116  NAD 83(1986)-  33 04 11.62670(N)    111 43 42.95081(W) AD(       ) 4
 DU2116  NAD 27      -  33 04 11.42000(N)    111 43 40.47000(W) AD(       ) 3
 DU2116
 DU2116.Superseded values are not recommended for survey control.
 DU2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2116.See file dsdata.txt to determine how the superseded data were derived.
 DU2116
 DU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3199159272(NAD 83)
 DU2116_MARKER: 22 = AIRWAY BEACON
 DU2116
 DU2116  HISTORY     - Date     Condition        Report By
 DU2116  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2116  HISTORY     - 20071005 MARK NOT FOUND   GEOCAC
 DU2116
 DU2116                          STATION DESCRIPTION
 DU2116
 DU2116'DESCRIBED BY GEOCACHING 2007 (ACM)
 DU2116'THE AIRPORT HAS BEEN REMOVED, AND IT'S BEACON DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2119 ***********************************************************************
 DU2119  DESIGNATION -  AIRWAYS
 DU2119  PID         -  DU2119
 DU2119  STATE/COUNTY-  AZ/PINAL
 DU2119  USGS QUAD   -  SACATON (1981)
 DU2119
 DU2119                         *CURRENT SURVEY CONTROL
 DU2119  ___________________________________________________________________
 DU2119* NAD 83(1992)-  33 03 46.88728(N)    111 44 13.78086(W)     ADJUSTED  
 DU2119* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 DU2119  ___________________________________________________________________
 DU2119  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DU2119  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU2119  HORZ ORDER  -  FIRST
 DU2119
 DU2119.The horizontal coordinates were established by classical geodetic methods
 DU2119.and adjusted by the National Geodetic Survey in August 1993.
 DU2119
 DU2119.The orthometric height was scaled from a topographic map.
 DU2119
 DU2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2119
 DU2119.The geoid height was determined by GEOID03.
 DU2119
 DU2119;                    North         East     Units Scale Factor Converg.
 DU2119;SPC AZ C     -   228,754.873   230,121.747   MT  0.99990346   +0 05 52.6
 DU2119;SPC AZ C     -   750,508.11    754,992.61   iFT  0.99990346   +0 05 52.6
 DU2119;UTM  12      - 3,658,515.369   431,185.684   MT  0.99965839   -0 24 07.9
 DU2119
 DU2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2119!SPC AZ C     -   0.99994213  x   0.99990346  =   0.99984560
 DU2119!UTM  12      -   0.99994213  x   0.99965839  =   0.99960054
 DU2119
 DU2119|---------------------------------------------------------------------|
 DU2119| PID    Reference Object                     Distance      Geod. Az  |
 DU2119|                                                           dddmmss.s |
 DU2119| CH4051 AIRWAYS RM 1                         12.092 METERS 11815     |
 DU2119| DU2114 PHOENIX TUCSON AWY BCN 3 A          APPROX. 2.1 KM 1700341.4 |
 DU2119| CH4050 AIRWAYS AZ MK                                      1825824.2 |
 DU2119| CH4052 AIRWAYS RM 2                         12.885 METERS 20100     |
 DU2119|---------------------------------------------------------------------|
 DU2119
 DU2119                          SUPERSEDED SURVEY CONTROL
 DU2119
 DU2119  NAD 83(1986)-  33 03 46.87973(N)    111 44 13.78392(W) AD(       ) 1
 DU2119  NAD 27      -  33 03 46.67500(N)    111 44 11.30700(W) AD(       ) 1
 DU2119
 DU2119.Superseded values are not recommended for survey control.
 DU2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2119.See file dsdata.txt to determine how the superseded data were derived.
 DU2119
 DU2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3118658515(NAD 83)
 DU2119_MARKER: DS = TRIANGULATION STATION DISK
 DU2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2119
 DU2119  HISTORY     - Date     Condition        Report By
 DU2119  HISTORY     - 1935     MONUMENTED       CGS
 DU2119  HISTORY     - 20071023 POOR             GEOCAC
 DU2119
 DU2119                          STATION DESCRIPTION
 DU2119
 DU2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2119'AT THE SOUTHWEST CORNER OF THE FIELD HOUSE JUST OUTSIDE OF
 DU2119'THE FENCE AT THE U.S. DEPARTMENT OF COMMERCE DAY LANDING FIELD
 DU2119'AT SACATON.  MARKED BY STANDARD BRONZE DISKS.
 DU2119'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DU2119'REFERENCE DISK, IS IN THE PAVED WALK JUST UNDER THE BEACON
 DU2119'TOWER AND 12.092 METERS (39.67 FEET) FROM STATION
 DU2119'N 88 DEG 56 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2119'REFERENCE DISK, IS IN THE SQUARE CONCRETE POST AT
 DU2119'THE SOUTHWEST CORNER OF THE FENCE AND 12.885 METERS (42.27
 DU2119'FEET) FROM STATION S 21 DEG 01 MIN W.  THE AZIMUTH MARK,
 DU2119'A STANDARD BRONZE DISK, IS IN THE CONCRETE FLOODGATE
 DU2119'JUST NORTH OF THE CANAL BRIDGE THAT CAN BE SEEN SOUTH OF THE
 DU2119'STATION, ON THE EAST SIDE OF THE ROAD, AND ABOUT 0.6 MILE
 DU2119'DISTANT S 02 DEG 58 MIN W.
 DU2119
 DU2119                          STATION RECOVERY (2007)
 DU2119
 DU2119'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2119'THE UPROOTED MONUMENT WAS FOUND AT THE SITE, WITH ONLY THE CENTER OF
 DU2119'THE DISK AND THE STEM STILL ATTACHED. SINCE THE CENTER TRIANGLE OF THE
 DU2119'DISK WAS NOTED, IT IS CERTAIN THAT THIS WAS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2264 ***********************************************************************
 DV2264  DESIGNATION -  AIRWICK
 DV2264  PID         -  DV2264
 DV2264  STATE/COUNTY-  AZ/MARICOPA
 DV2264  USGS QUAD   -  VULTURE PEAK (1990)
 DV2264
 DV2264                         *CURRENT SURVEY CONTROL
 DV2264  ___________________________________________________________________
 DV2264* NAD 83(1992)-  33 57 55.02306(N)    112 48 28.87953(W)     ADJUSTED  
 DV2264* NAVD 88     -       731.8    (meters)    2401.     (feet)  VERTCON   
 DV2264  ___________________________________________________________________
 DV2264  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DV2264  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV2264  HORZ ORDER  -  SECOND
 DV2264
 DV2264.The horizontal coordinates were established by classical geodetic methods
 DV2264.and adjusted by the National Geodetic Survey in August 1993.
 DV2264
 DV2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2264
 DV2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2264
 DV2264.The geoid height was determined by GEOID03.
 DV2264
 DV2264;                    North         East     Units Scale Factor Converg.
 DV2264;SPC AZ C     -   329,161.484   130,985.815   MT  0.99998362   -0 29 52.9
 DV2264;SPC AZ C     - 1,079,926.13    429,743.49   iFT  0.99998362   -0 29 52.9
 DV2264;UTM  12      - 3,759,779.565   332,954.685   MT  0.99994399   -1 00 37.3
 DV2264
 DV2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2264!SPC AZ C     -   0.99988978  x   0.99998362  =   0.99987340
 DV2264!UTM  12      -   0.99988978  x   0.99994399  =   0.99983377
 DV2264
 DV2264|---------------------------------------------------------------------|
 DV2264| PID    Reference Object                     Distance      Geod. Az  |
 DV2264|                                                           dddmmss.s |
 DV2264| CS6612 AIRWICK RM 1                         11.497 METERS 05447     |
 DV2264| CS6613 AIRWICK RM 2                         12.077 METERS 31251     |
 DV2264|---------------------------------------------------------------------|
 DV2264
 DV2264                          SUPERSEDED SURVEY CONTROL
 DV2264
 DV2264  NAD 83(1986)-  33 57 55.02173(N)    112 48 28.88152(W) AD(       ) 2
 DV2264  NGVD 29 (11/27/91)  731.1    (m)         2399.     (f) VERT ANG    3  
 DV2264
 DV2264.Superseded values are not recommended for survey control.
 DV2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2264.See file dsdata.txt to determine how the superseded data were derived.
 DV2264
 DV2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3295559780(NAD 83)
 DV2264_MARKER: DS = TRIANGULATION STATION DISK
 DV2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2264+STABILITY: SURFACE MOTION
 DV2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2264+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DV2264
 DV2264  HISTORY     - Date     Condition        Report By
 DV2264  HISTORY     - 1985     MONUMENTED       AZDT
 DV2264  HISTORY     - 19960605 GOOD             USPSQD
 DV2264  HISTORY     - 20070203 GOOD             GEOCAC
 DV2264
 DV2264                          STATION DESCRIPTION
 DV2264
 DV2264'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2264'THE STATION IS LOCATED ABOUT 4 MILES WEST OF WICKENBURG ALONG THE
 DV2264'NORTH SIDE OF U.S. HIGHWAY 60.  IT IS AT THE WEST EDGE OF THE AIRPORT
 DV2264'INSIDE THE HIGHWAY RIGHT OF WAY.
 DV2264'
 DV2264'THE STATION MARK IS AN AZDT DISK STAMPED---AIRWICK 1985---.  IT IS SET
 DV2264'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 DV2264'73 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 60, 28 FEET SOUTH OF
 DV2264'THE RIGHT OF WAY FENCE AND 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2264'
 DV2264'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---AIRWICK RM 1 1985---.  IT
 DV2264'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTH OF
 DV2264'THE RIGHT OF WAY FENCE.
 DV2264'
 DV2264'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---AIRWICK RM 2 1985---.  IT
 DV2264'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 4 FEET SOUTH OF
 DV2264'THE RIGHT OF WAY FENCE.
 DV2264'
 DV2264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2264'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 4.8 MILES TO MILE POST
 DV2264'105.7 AND THE STATION ON THE RIGHT.
 DV2264
 DV2264                          STATION RECOVERY (1996)
 DV2264
 DV2264'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2264'RECOVERED IN GOOD CONDITION.
 DV2264
 DV2264                          STATION RECOVERY (2007)
 DV2264
 DV2264'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2123 ***********************************************************************
 CZ2123  DESIGNATION -  AJ 43
 CZ2123  PID         -  CZ2123
 CZ2123  STATE/COUNTY-  AZ/PINAL
 CZ2123  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2123
 CZ2123                         *CURRENT SURVEY CONTROL
 CZ2123  ___________________________________________________________________
 CZ2123* NAD 83(1992)-  32 53 38.23036(N)    111 40 13.14102(W)     ADJUSTED  
 CZ2123* NAVD 88     -       433.58   (+/-2cm)    1422.5    (feet)  VERTCON   
 CZ2123  ___________________________________________________________________
 CZ2123  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2123  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2123  HORZ ORDER  -  FIRST
 CZ2123  VERT ORDER  -  THIRD ? (See Below)
 CZ2123
 CZ2123.The horizontal coordinates were established by classical geodetic methods
 CZ2123.and adjusted by the National Geodetic Survey in August 1993.
 CZ2123
 CZ2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2123.The vertical order pertains to the NGVD 29 superseded value.
 CZ2123
 CZ2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2123
 CZ2123.The geoid height was determined by GEOID03.
 CZ2123
 CZ2123;                    North         East     Units Scale Factor Converg.
 CZ2123;SPC AZ C     -   210,018.628   236,407.399   MT  0.99990655   +0 08 01.6
 CZ2123;SPC AZ C     -   689,037.49    775,614.83   iFT  0.99990655   +0 08 01.6
 CZ2123;UTM  12      - 3,639,729.823   437,306.389   MT  0.99964846   -0 21 50.6
 CZ2123
 CZ2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2123!SPC AZ C     -   0.99993665  x   0.99990655  =   0.99984320
 CZ2123!UTM  12      -   0.99993665  x   0.99964846  =   0.99958513
 CZ2123
 CZ2123|---------------------------------------------------------------------|
 CZ2123| PID    Reference Object                     Distance      Geod. Az  |
 CZ2123|                                                           dddmmss.s |
 CZ2123| CH4053 AJ 43 RM E                            8.836 METERS 08901     |
 CZ2123| CH4054 AJ 43 RM S                            8.836 METERS 17858     |
 CZ2123| CZ2047 CASA GRANDE 2                       APPROX. 9.1 KM 2060256.0 |
 CZ2123|---------------------------------------------------------------------|
 CZ2123
 CZ2123                          SUPERSEDED SURVEY CONTROL
 CZ2123
 CZ2123  NAD 83(1986)-  32 53 38.22500(N)    111 40 13.14242(W) AD(       ) 1
 CZ2123  NAD 27      -  32 53 38.02266(N)    111 40 10.67946(W) AD(       ) 1
 CZ2123  NGVD 29 (07/19/86)  433.07   (m)         1420.8    (f) LEVELING    3  
 CZ2123
 CZ2123.Superseded values are not recommended for survey control.
 CZ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2123.See file dsdata.txt to determine how the superseded data were derived.
 CZ2123
 CZ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3730639730(NAD 83)
 CZ2123_MARKER: DD = SURVEY DISK
 CZ2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2123
 CZ2123  HISTORY     - Date     Condition        Report By
 CZ2123  HISTORY     - 1967     MONUMENTED       DMA
 CZ2123  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2123
 CZ2123                          STATION DESCRIPTION
 CZ2123
 CZ2123'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2123'T-6-S.  R-7-E.  IN SECTION 19 NEAR THE NORTHWEST CORNER.
 CZ2123'
 CZ2123'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2123'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2123'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2123'IS STAMPED--AJ 43 1967 ARMY MAP SERVICE.
 CZ2123'
 CZ2123'THE STATION MARK IS LOCATED 79 FEET EAST OF THE CENTERLINE
 CZ2123'OF NORTH-SOUTH ROAD.  88 FEET SOUTH OF THE CENTERLINE OF
 CZ2123'EAST-WEST ROAD.  50 FEET EAST OF THE NORTH-SOUTH POWERLINE.  58
 CZ2123'FEET SOUTH OF THE EAST-WEST POWERLINE.  121.6 FEET EAST-SOUTHEAST
 CZ2123'OF THE SOUTHWEST W.C. OF SECTION CORNER.
 CZ2123'
 CZ2123'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2123'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO A
 CZ2123'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD
 CZ2123'AND THE STATION SITE.
 CZ2123
 CZ2123                          STATION RECOVERY (2006)
 CZ2123
 CZ2123'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2123'THE ADJUSTED COORDINATES POINT INTO A CULTIVATED FIELD. ALSO, THERE
 CZ2123'WAS NO EVIDENCE OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS
 CZ2123'AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2124 ***********************************************************************
 CZ2124  DESIGNATION -  AJ 44
 CZ2124  PID         -  CZ2124
 CZ2124  STATE/COUNTY-  AZ/PINAL
 CZ2124  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2124
 CZ2124                         *CURRENT SURVEY CONTROL
 CZ2124  ___________________________________________________________________
 CZ2124* NAD 83(1992)-  32 52 45.83500(N)    111 40 13.39002(W)     ADJUSTED  
 CZ2124* NAVD 88     -       436.26   (+/-2cm)    1431.3    (feet)  VERTCON   
 CZ2124  ___________________________________________________________________
 CZ2124  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CZ2124  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2124  HORZ ORDER  -  FIRST
 CZ2124  VERT ORDER  -  THIRD ? (See Below)
 CZ2124
 CZ2124.The horizontal coordinates were established by classical geodetic methods
 CZ2124.and adjusted by the National Geodetic Survey in August 1993.
 CZ2124
 CZ2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2124.The vertical order pertains to the NGVD 29 superseded value.
 CZ2124
 CZ2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2124
 CZ2124.The geoid height was determined by GEOID03.
 CZ2124
 CZ2124;                    North         East     Units Scale Factor Converg.
 CZ2124;SPC AZ C     -   208,404.665   236,404.695   MT  0.99990655   +0 08 01.3
 CZ2124;SPC AZ C     -   683,742.34    775,605.95   iFT  0.99990655   +0 08 01.3
 CZ2124;UTM  12      - 3,638,116.361   437,289.669   MT  0.99964849   -0 21 50.2
 CZ2124
 CZ2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2124!SPC AZ C     -   0.99993623  x   0.99990655  =   0.99984278
 CZ2124!UTM  12      -   0.99993623  x   0.99964849  =   0.99958474
 CZ2124
 CZ2124|---------------------------------------------------------------------|
 CZ2124| PID    Reference Object                     Distance      Geod. Az  |
 CZ2124|                                                           dddmmss.s |
 CZ2124| CH4055 AJ 44 RM E                            8.838 METERS 08906     |
 CZ2124| CH4056 AJ 44 RM S                            8.841 METERS 17911     |
 CZ2124| CZ2047 CASA GRANDE 2                       APPROX. 7.7 KM 2111622.9 |
 CZ2124|---------------------------------------------------------------------|
 CZ2124
 CZ2124                          SUPERSEDED SURVEY CONTROL
 CZ2124
 CZ2124  NAD 83(1986)-  32 52 45.82965(N)    111 40 13.39130(W) AD(       ) 1
 CZ2124  NAD 27      -  32 52 45.62573(N)    111 40 10.92995(W) AD(       ) 1
 CZ2124  NGVD 29 (07/19/86)  435.76   (m)         1429.7    (f) LEVELING    3  
 CZ2124
 CZ2124.Superseded values are not recommended for survey control.
 CZ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2124.See file dsdata.txt to determine how the superseded data were derived.
 CZ2124
 CZ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3729038116(NAD 83)
 CZ2124_MARKER: DD = SURVEY DISK
 CZ2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2124
 CZ2124  HISTORY     - Date     Condition        Report By
 CZ2124  HISTORY     - 1967     MONUMENTED       DMA
 CZ2124  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2124
 CZ2124                          STATION DESCRIPTION
 CZ2124
 CZ2124'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2124'T-6-S.  R-7-E.  IN SECTION 30 NEAR THE NORTHWEST CORNER.
 CZ2124'
 CZ2124'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2124'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2124'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2124'IS STAMPED--AJ 44 1967 ARMY MAP SERVICE.
 CZ2124'
 CZ2124'THE STATION MARK IS LOCATED 59 FEET SOUTH OF THE EAST-WEST
 CZ2124'POWERLINE.  86 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2124'PAVED ROAD.  91 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2124'ROAD.  64 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2124'
 CZ2124'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2124'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO A
 CZ2124'CROSSROAD AND THE STATION SITE.
 CZ2124
 CZ2124                          STATION RECOVERY (2006)
 CZ2124
 CZ2124'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2124'THE AREA DESCRIBED IS NOW A CULTIVATED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2070 ***********************************************************************
 CZ2070  DESIGNATION -  AJ 45
 CZ2070  PID         -  CZ2070
 CZ2070  STATE/COUNTY-  AZ/PINAL
 CZ2070  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2070
 CZ2070                         *CURRENT SURVEY CONTROL
 CZ2070  ___________________________________________________________________
 CZ2070* NAD 83(1992)-  32 51 55.46807(N)    111 40 15.95037(W)     ADJUSTED  
 CZ2070* NAVD 88     -       438.38   (+/-2cm)    1438.3    (feet)  VERTCON   
 CZ2070  ___________________________________________________________________
 CZ2070  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CZ2070  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ2070  HORZ ORDER  -  FIRST
 CZ2070  VERT ORDER  -  THIRD ? (See Below)
 CZ2070
 CZ2070.The horizontal coordinates were established by classical geodetic methods
 CZ2070.and adjusted by the National Geodetic Survey in August 1993.
 CZ2070
 CZ2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2070.The vertical order pertains to the NGVD 29 superseded value.
 CZ2070
 CZ2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2070
 CZ2070.The geoid height was determined by GEOID03.
 CZ2070
 CZ2070;                    North         East     Units Scale Factor Converg.
 CZ2070;SPC AZ C     -   206,853.047   236,341.756   MT  0.99990651   +0 07 59.7
 CZ2070;SPC AZ C     -   678,651.73    775,399.46   iFT  0.99990651   +0 07 59.7
 CZ2070;UTM  12      - 3,636,565.748   437,213.278   MT  0.99964861   -0 21 51.1
 CZ2070
 CZ2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2070!SPC AZ C     -   0.99993590  x   0.99990651  =   0.99984241
 CZ2070!UTM  12      -   0.99993590  x   0.99964861  =   0.99958453
 CZ2070
 CZ2070|---------------------------------------------------------------------|
 CZ2070| PID    Reference Object                     Distance      Geod. Az  |
 CZ2070|                                                           dddmmss.s |
 CZ2070| CH4057 AJ 45 RM E                            8.850 METERS 08912     |
 CZ2070| CH4058 AJ 45 RM S                            8.830 METERS 17906     |
 CZ2070| CZ2047 CASA GRANDE 2                       APPROX. 6.4 KM 2175907.6 |
 CZ2070|---------------------------------------------------------------------|
 CZ2070
 CZ2070                          SUPERSEDED SURVEY CONTROL
 CZ2070
 CZ2070  NAD 83(1986)-  32 51 55.46271(N)    111 40 15.95154(W) AD(       ) 1
 CZ2070  NAD 27      -  32 51 55.25736(N)    111 40 13.49171(W) AD(       ) 1
 CZ2070  NGVD 29 (07/19/86)  437.88   (m)         1436.6    (f) LEVELING    3  
 CZ2070
 CZ2070.Superseded values are not recommended for survey control.
 CZ2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2070.See file dsdata.txt to determine how the superseded data were derived.
 CZ2070
 CZ2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3721336566(NAD 83)
 CZ2070_MARKER: DD = SURVEY DISK
 CZ2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2070
 CZ2070  HISTORY     - Date     Condition        Report By
 CZ2070  HISTORY     - 1967     MONUMENTED       DMA
 CZ2070
 CZ2070                          STATION DESCRIPTION
 CZ2070
 CZ2070'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2070'T-6-S.  R-6-E.  IN SECTION 25 NEAR THE SOUTHEAST CORNER.
 CZ2070'
 CZ2070'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2070'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2070'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2070'IS STAMPED--AJ 45 1967 ARMY MAP SERVICE.
 CZ2070'
 CZ2070'THE STATION MARK IS LOCATED 43 FEET WEST OF THE CENTERLINE OF
 CZ2070'NORTH-SOUTH CONCRETE IRRIGATION DITCH.  88 FEET WEST OF THE
 CZ2070'CENTERLINE OF NORTH-SOUTH ROAD.  118 FEET WEST OF THE NORTH-SOUTH
 CZ2070'POWERLINE.  93 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2070'CONCRETE IRRIGATION DITCH.  132 FEET NORTH OF THE CENTERLINE OF
 CZ2070'EAST-WEST ROAD.  160 FEET NORTH OF EAST-WEST POWERLINE.  114
 CZ2070'FEET EAST OF CENTERLINE OF NORTH-SOUTH CONCRETE IRRIGATION
 CZ2070'DITCH.  43 FEET SOUTH OF THE CENTERLINE OF EAST-WEST CONCRETE
 CZ2070'IRRIGATION DITCH.
 CZ2070'
 CZ2070'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2070'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO
 CZ2070'A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 CZ2070'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2074 ***********************************************************************
 CZ2074  DESIGNATION -  AJ 46
 CZ2074  PID         -  CZ2074
 CZ2074  STATE/COUNTY-  AZ/PINAL
 CZ2074  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2074
 CZ2074                         *CURRENT SURVEY CONTROL
 CZ2074  ___________________________________________________________________
 CZ2074* NAD 83(1992)-  32 51 02.64822(N)    111 40 18.89246(W)     ADJUSTED  
 CZ2074* NAVD 88     -       440.11   (+/-2cm)    1443.9    (feet)  VERTCON   
 CZ2074  ___________________________________________________________________
 CZ2074  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CZ2074  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2074  HORZ ORDER  -  FIRST
 CZ2074  VERT ORDER  -  THIRD ? (See Below)
 CZ2074
 CZ2074.The horizontal coordinates were established by classical geodetic methods
 CZ2074.and adjusted by the National Geodetic Survey in August 1993.
 CZ2074
 CZ2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2074.The vertical order pertains to the NGVD 29 superseded value.
 CZ2074
 CZ2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2074
 CZ2074.The geoid height was determined by GEOID03.
 CZ2074
 CZ2074;                    North         East     Units Scale Factor Converg.
 CZ2074;SPC AZ C     -   205,225.853   236,269.044   MT  0.99990647   +0 07 58.0
 CZ2074;SPC AZ C     -   673,313.17    775,160.91   iFT  0.99990647   +0 07 58.0
 CZ2074;UTM  12      - 3,634,939.666   437,126.466   MT  0.99964874   -0 21 52.2
 CZ2074
 CZ2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2074!SPC AZ C     -   0.99993563  x   0.99990647  =   0.99984210
 CZ2074!UTM  12      -   0.99993563  x   0.99964874  =   0.99958439
 CZ2074
 CZ2074|---------------------------------------------------------------------|
 CZ2074| PID    Reference Object                     Distance      Geod. Az  |
 CZ2074|                                                           dddmmss.s |
 CZ2074| CH4059 AJ 46 RM E                            8.852 METERS 08950     |
 CZ2074| CH4060 AJ 46 RM S                            8.845 METERS 17936     |
 CZ2074| CZ2047 CASA GRANDE 2                       APPROX. 5.2 KM 2282933.0 |
 CZ2074|---------------------------------------------------------------------|
 CZ2074
 CZ2074                          SUPERSEDED SURVEY CONTROL
 CZ2074
 CZ2074  NAD 83(1986)-  32 51 02.64285(N)    111 40 18.89351(W) AD(       ) 1
 CZ2074  NAD 27      -  32 51 02.43605(N)    111 40 16.43526(W) AD(       ) 1
 CZ2074  NGVD 29 (07/19/86)  439.62   (m)         1442.3    (f) LEVELING    3  
 CZ2074
 CZ2074.Superseded values are not recommended for survey control.
 CZ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2074.See file dsdata.txt to determine how the superseded data were derived.
 CZ2074
 CZ2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3712634940(NAD 83)
 CZ2074_MARKER: DD = SURVEY DISK
 CZ2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2074+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2074
 CZ2074  HISTORY     - Date     Condition        Report By
 CZ2074  HISTORY     - 1967     MONUMENTED       DMA
 CZ2074  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2074  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2074
 CZ2074                          STATION DESCRIPTION
 CZ2074
 CZ2074'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2074'T-6-S.  R-6-E.  IN SECTION 36 NEAR THE SOUTHEAST CORNER.
 CZ2074'
 CZ2074'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2074'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2074'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2074'IS STAMPED--AJ 46 1967 ARMY MAP SERVICE.
 CZ2074'
 CZ2074'THE STATION MARK IS LOCATED 116.0 FEET SOUTH OF CENTERLINE
 CZ2074'OF EAST-WEST CONCRETE IRRIGATION DITCH.  73.0 FEET EAST OF
 CZ2074'CENTERLINE OF NORTH-SOUTH CONCRETE IRRIGATION DITCH.  92.0 FEET
 CZ2074'NORTH OF THE CENTERLINE OF EAST-WEST ROAD.  122.0 FEET NORTH OF
 CZ2074'EAST-WEST POWERLINE.  259.0 FEET WEST OF THE CENTERLINE OF
 CZ2074'NORTH-SOUTH ROAD.
 CZ2074'
 CZ2074'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2074'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 5.0 MILES TO A
 CZ2074'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A
 CZ2074'CROSSROAD AND THE STATION SITE.
 CZ2074
 CZ2074                          STATION RECOVERY (2006)
 CZ2074
 CZ2074'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2074'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ2074'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ2074'THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT CONCRETE PETALS THAT
 CZ2074'FORM A CROSS.
 CZ2074' 
 CZ2074'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND AZ HWY 287
 CZ2074'TAKE HWY 287 EAST FOR 1 MILE TO S. SUNLAND GIN ROAD. TURN RIGHT SOUTH
 CZ2074'ON S. SUNLAND GIN ROAD FOR 2 MILES TO E. SELMA HIGHWAY. TURN RIGHT
 CZ2074'WEST ON E. SELMA HIGHWAY AND THE STATION IS ON THE RIGHT.
 CZ2074
 CZ2074                          STATION RECOVERY (2008)
 CZ2074
 CZ2074'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2068 ***********************************************************************
 CZ2068  DESIGNATION -  AJ 47
 CZ2068  PID         -  CZ2068
 CZ2068  STATE/COUNTY-  AZ/PINAL
 CZ2068  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2068
 CZ2068                         *CURRENT SURVEY CONTROL
 CZ2068  ___________________________________________________________________
 CZ2068* NAD 83(1992)-  32 50 08.57054(N)    111 40 14.14615(W)     ADJUSTED  
 CZ2068* NAVD 88     -       444.44   (+/-2cm)    1458.1    (feet)  VERTCON   
 CZ2068  ___________________________________________________________________
 CZ2068  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CZ2068  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2068  HORZ ORDER  -  FIRST
 CZ2068  VERT ORDER  -  THIRD ? (See Below)
 CZ2068
 CZ2068.The horizontal coordinates were established by classical geodetic methods
 CZ2068.and adjusted by the National Geodetic Survey in August 1993.
 CZ2068
 CZ2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2068.The vertical order pertains to the NGVD 29 superseded value.
 CZ2068
 CZ2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2068
 CZ2068.The geoid height was determined by GEOID03.
 CZ2068
 CZ2068;                    North         East     Units Scale Factor Converg.
 CZ2068;SPC AZ C     -   203,560.382   236,396.330   MT  0.99990654   +0 08 00.3
 CZ2068;SPC AZ C     -   667,849.02    775,578.51   iFT  0.99990654   +0 08 00.3
 CZ2068;UTM  12      - 3,633,273.583   437,239.267   MT  0.99964857   -0 21 49.1
 CZ2068
 CZ2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2068!SPC AZ C     -   0.99993495  x   0.99990654  =   0.99984149
 CZ2068!UTM  12      -   0.99993495  x   0.99964857  =   0.99958354
 CZ2068
 CZ2068|---------------------------------------------------------------------|
 CZ2068| PID    Reference Object                     Distance      Geod. Az  |
 CZ2068|                                                           dddmmss.s |
 CZ2068| CH4061 AJ 47 RM E                            8.843 METERS 08936     |
 CZ2068| CH4062 AJ 47 RM S                            8.830 METERS 17937     |
 CZ2068| CZ2047 CASA GRANDE 2                       APPROX. 4.4 KM 2461527.4 |
 CZ2068|---------------------------------------------------------------------|
 CZ2068
 CZ2068                          SUPERSEDED SURVEY CONTROL
 CZ2068
 CZ2068  NAD 83(1986)-  32 50 08.56517(N)    111 40 14.14705(W) AD(       ) 1
 CZ2068  NAD 27      -  32 50 08.35673(N)    111 40 11.69081(W) AD(       ) 1
 CZ2068  NGVD 29 (07/19/86)  443.92   (m)         1456.4    (f) LEVELING    3  
 CZ2068
 CZ2068.Superseded values are not recommended for survey control.
 CZ2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2068.See file dsdata.txt to determine how the superseded data were derived.
 CZ2068
 CZ2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3723933274(NAD 83)
 CZ2068_MARKER: DD = SURVEY DISK
 CZ2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2068
 CZ2068  HISTORY     - Date     Condition        Report By
 CZ2068  HISTORY     - 1966     MONUMENTED       DMA
 CZ2068  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2068  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ2068
 CZ2068                          STATION DESCRIPTION
 CZ2068
 CZ2068'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2068'T-7-S.  R-7-E.  IN SECTION 7 NEAR THE NORTHWEST CORNER.
 CZ2068'
 CZ2068'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2068'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2068'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2068'IS STAMPED--AJ 47 1966 ARMY MAP SERVICE.
 CZ2068'
 CZ2068'THE STATION MARK IS LOCATED APPROX. 80 FEET EAST OF THE
 CZ2068'NORTH-SOUTH SECTION LINE.  74 FEET EAST OF THE NORTH-SOUTH
 CZ2068'POWER LINE.  123 FEET SOUTHEAST OF THE SECTION CORNER.
 CZ2068'
 CZ2068'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2068'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 5.4 MILES TO
 CZ2068'THE ENTRANCE OF INTERSTATE 10 WEST.  TURN LEFT AND GO NORTH ON
 CZ2068'INTERSTATE ENTRANCE FOR 300 FEET TO A GATE (IN A NORTH-SOUTH
 CZ2068'FENCE) ON THE NORTH SIDE OF A CANAL.  GO THROUGH GATE AND CONTINUE
 CZ2068'NORTH ON DIRT ROAD FOR 0.35 MILE TO A EAST-WEST CANAL.  TURN
 CZ2068'RIGHT AND GO 0.75 MILE EAST ON SOUTH SIDE OF CANAL TO ABANDONED
 CZ2068'NORTH-SOUTH CANAL AND ROAD SOUTH-SOUTHEAST.  GO SOUTH-SOUTHEAST
 CZ2068'FOR 0.20 MILE TO THE STATION SITE ON RIGHT.
 CZ2068
 CZ2068                          STATION RECOVERY (1968)
 CZ2068
 CZ2068'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2068'THE 1966 MARK WAS FOUND IN GOOD CONDITION
 CZ2068'BUT COVERED WITH 30 INCHES OF FILL DIRT IN CULTIVATED FIELD.  THE
 CZ2068'NEW MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2068'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2068'PROJECTING APPROX. 0.5 FOOT ABOVE THE SURFACE OF THE GROUND WAS
 CZ2068'CENTERED (PLUMBED) AND SET OVER THE ORIGINAL MARK.  THE MARK IS
 CZ2068'STAMPED AJ 47 1968 ARMY MAP SERVICE, AND IS APPROX. 3 FEET
 CZ2068'HIGHER THAN THE 1966 MARK.
 CZ2068'
 CZ2068'NEW ELEVATION ESTABLISHED IN 1968
 CZ2068
 CZ2068                          STATION RECOVERY (2007)
 CZ2068
 CZ2068'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2068'THE MONUMENT POST WAS FOUND AT THE SITE, UPROOTED AND WITHOUT THE
 CZ2068'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1027 ***********************************************************************
 CZ1027  DESIGNATION -  AJ 48
 CZ1027  PID         -  CZ1027
 CZ1027  STATE/COUNTY-  AZ/PINAL
 CZ1027  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1027
 CZ1027                         *CURRENT SURVEY CONTROL
 CZ1027  ___________________________________________________________________
 CZ1027* NAD 83(1992)-  32 49 15.90626(N)    111 40 16.98643(W)     ADJUSTED  
 CZ1027* NAVD 88     -       448.059  (meters)    1470.01   (feet)  ADJUSTED  
 CZ1027  ___________________________________________________________________
 CZ1027  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ1027  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1027  DYNAMIC HT  -         447.508 (meters)    1468.20  (feet)  COMP
 CZ1027  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 CZ1027  OBS GRAVITY -     979,391.6   (mgal)                       GRAV_OBS
 CZ1027
 CZ1027  HORZ ORDER  -  FIRST
 CZ1027  VERT ORDER  -  FIRST     CLASS II
 CZ1027
 CZ1027.The horizontal coordinates were established by classical geodetic methods
 CZ1027.and adjusted by the National Geodetic Survey in August 1993.
 CZ1027
 CZ1027.The orthometric height was determined by differential leveling
 CZ1027.and adjusted in November 1993.
 CZ1027
 CZ1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1027
 CZ1027.The geoid height was determined by GEOID03.
 CZ1027
 CZ1027.The dynamic height is computed by dividing the NAVD 88
 CZ1027.geopotential number by the normal gravity value computed on the
 CZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1027.degrees latitude (g = 980.6199 gals.).
 CZ1027
 CZ1027.The modeled gravity was interpolated from observed gravity values.
 CZ1027.The observed gravity was obtained from relative gravimeter ties
 CZ1027.to the IGSN71 gravity network.
 CZ1027
 CZ1027;                    North         East     Units Scale Factor Converg.
 CZ1027;SPC AZ C     -   201,937.993   236,326.234   MT  0.99990650   +0 07 58.6
 CZ1027;SPC AZ C     -   662,526.22    775,348.54   iFT  0.99990650   +0 07 58.6
 CZ1027;UTM  12      - 3,631,652.281   437,155.124   MT  0.99964870   -0 21 50.1
 CZ1027
 CZ1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1027!SPC AZ C     -   0.99993438  x   0.99990650  =   0.99984089
 CZ1027!UTM  12      -   0.99993438  x   0.99964870  =   0.99958310
 CZ1027
 CZ1027:                Primary Azimuth Mark                     Grid Az
 CZ1027:SPC AZ C     -  FOUR                                     086 01 07.5
 CZ1027:UTM  12      -  FOUR                                     086 30 56.2
 CZ1027
 CZ1027|---------------------------------------------------------------------|
 CZ1027| PID    Reference Object                     Distance      Geod. Az  |
 CZ1027|                                                           dddmmss.s |
 CZ1027| CZ2043 FOUR                                APPROX. 3.8 KM 0860906.1 |
 CZ1027| CH4063 AJ 48 RM E                            8.839 METERS 08936     |
 CZ1027| CH4064 AJ 48 RM S                            8.829 METERS 17934     |
 CZ1027|---------------------------------------------------------------------|
 CZ1027
 CZ1027                          SUPERSEDED SURVEY CONTROL
 CZ1027
 CZ1027  NAD 83(1986)-  32 49 15.90087(N)    111 40 16.98712(W) AD(       ) 1
 CZ1027  NAD 27      -  32 49 15.69124(N)    111 40 14.53135(W) AD(       ) 1
 CZ1027  NAVD 88 (06/15/91)  448.087  (m)         1470.10   (f) UNKNOWN     1 2
 CZ1027  NGVD 29 (??/??/92)  447.720  (m)         1468.89   (f) ADJ UNCH    1 2
 CZ1027
 CZ1027.Superseded values are not recommended for survey control.
 CZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1027.See file dsdata.txt to determine how the superseded data were derived.
 CZ1027
 CZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3715531652(NAD 83)
 CZ1027_MARKER: DD = SURVEY DISK
 CZ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1027_SP_SET: CONCRETE POST
 CZ1027_STAMPING: AJ 48 1967 ARMY MAP SERVICE
 CZ1027_MARK LOGO: USE   
 CZ1027_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ1027_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1027+STABILITY: SURFACE MOTION
 CZ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1027+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1027
 CZ1027  HISTORY     - Date     Condition        Report By
 CZ1027  HISTORY     - 1967     MONUMENTED       DMA
 CZ1027  HISTORY     - 1967     GOOD             NGS
 CZ1027  HISTORY     - 1969     GOOD             NGS
 CZ1027  HISTORY     - 1980     GOOD             NGS
 CZ1027  HISTORY     - 1980     GOOD             NGS
 CZ1027  HISTORY     - 1984     GOOD             NGS
 CZ1027  HISTORY     - 19911205 GOOD             NGS
 CZ1027  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1027
 CZ1027                          STATION DESCRIPTION
 CZ1027
 CZ1027'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1027'T-7-S.  R-6-E.  IN SECTION 13 NEAR THE NORTHEAST CORNER.
 CZ1027'
 CZ1027'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1027'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1027'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1027'IS STAMPED--AJ 48 1967 ARMY MAP SERVICE.
 CZ1027'
 CZ1027'THE STATION MARK IS LOCATED 64 FEET SOUTH OF EAST-WEST
 CZ1027'POWERLINE.  83 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ1027'ROAD.  102 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH PAVED
 CZ1027'ROAD.  131 FEET WEST OF THE NORTH-SOUTH POWERLINE.
 CZ1027'
 CZ1027'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1027'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ1027'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR 0.20
 CZ1027'MILE TO A T ROAD WEST AND THE STATION SITE.
 CZ1027
 CZ1027                          STATION RECOVERY (1967)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1027'6.2 MI SE FROM CASA GRANDE.
 CZ1027'ABOUT 6.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1027'STATION AT CASA GRANDE, THENCE 0.1 MILE SOUTH ALONG THE ARIZONA CITY
 CZ1027'ROAD, IN S 13, T 7 S, R 6 E, 102 FEET WEST OF THE CENTER LINE OF THE
 CZ1027'ROAD, 81 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD LEADING WEST,
 CZ1027'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 CZ1027'PROJECTING 2 INCHES.
 CZ1027
 CZ1027                          STATION RECOVERY (1969)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CZ1027'RECOVERED IN GOOD CONDITION.
 CZ1027
 CZ1027                          STATION RECOVERY (1980)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1027'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 CZ1027'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1027'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.3 KILOMETER
 CZ1027'(0.2 MILE) SOUTH ALONG ARIZONA CITY ROAD, SET IN THE CENTER OF 4
 CZ1027'HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR TOPOGRAPHIC
 CZ1027'CONTROL, 31.1 METERS (102 FEET) WEST OF THE CENTERLINE OF ARIZONA
 CZ1027'CITY ROAD AND 24.7 METERS (81 FEET) SOUTH OF THE CENTERLINE OF AN
 CZ1027'EAST-WEST GRAVEL ROAD.
 CZ1027
 CZ1027                          STATION RECOVERY (1980)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1027'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 CZ1027'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1027'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.3 KILOMETER
 CZ1027'(0.2 MILE) SOUTH ALONG ARIZONA CITY ROAD, SET IN THE CENTER OF 4
 CZ1027'HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR TOPOGRAPHIC
 CZ1027'CONTROL, 31.1 METERS (102 FEET) WEST OF THE CENTERLINE OF ARIZONA
 CZ1027'CITY ROAD AND 24.7 METERS (81 FEET) SOUTH OF THE CENTERLINE OF AN
 CZ1027'EAST-WEST GRAVEL ROAD.
 CZ1027
 CZ1027                          STATION RECOVERY (1984)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1027'RECOVERED IN GOOD CONDITION.
 CZ1027
 CZ1027                          STATION RECOVERY (1991)
 CZ1027
 CZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1027'10.3 KM (6.40 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1027'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1027'BOULEVARD) IN CASA GRANDE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 CZ1027'SUNLAND GIN ROAD, NEAR THE CENTER OF 4 CONCRETE SLABS THAT FORM A
 CZ1027'CROSS FOR TOPOGRAPHIC CONTROL, 31.1 M (102.0 FT) WEST OF AND LEVEL
 CZ1027'WITH THE ROAD CENTERLINE, 27.0 M (88.6 FT) SOUTH OF THE CENTER OF A
 CZ1027'TRACK ROAD, 23.0 M (75.5 FT) SOUTHWEST OF A UTILITY POLE, AND THE
 CZ1027'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 CZ1027
 CZ1027                          STATION RECOVERY (2006)
 CZ1027
 CZ1027'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2069 ***********************************************************************
 CZ2069  DESIGNATION -  AJ 49
 CZ2069  PID         -  CZ2069
 CZ2069  STATE/COUNTY-  AZ/PINAL
 CZ2069  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2069
 CZ2069                         *CURRENT SURVEY CONTROL
 CZ2069  ___________________________________________________________________
 CZ2069* NAD 83(1992)-  32 48 23.28313(N)    111 40 14.53028(W)     ADJUSTED  
 CZ2069* NAVD 88     -       451.3    (meters)    1481.     (feet)  VERTCON   
 CZ2069  ___________________________________________________________________
 CZ2069  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ2069  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2069  HORZ ORDER  -  FIRST
 CZ2069
 CZ2069.The horizontal coordinates were established by classical geodetic methods
 CZ2069.and adjusted by the National Geodetic Survey in August 1993.
 CZ2069
 CZ2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2069
 CZ2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2069
 CZ2069.The geoid height was determined by GEOID03.
 CZ2069
 CZ2069;                    North         East     Units Scale Factor Converg.
 CZ2069;SPC AZ C     -   200,317.196   236,393.887   MT  0.99990654   +0 07 59.8
 CZ2069;SPC AZ C     -   657,208.65    775,570.50   iFT  0.99990654   +0 07 59.8
 CZ2069;UTM  12      - 3,630,031.376   437,208.708   MT  0.99964861   -0 21 48.2
 CZ2069
 CZ2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2069!SPC AZ C     -   0.99993388  x   0.99990654  =   0.99984043
 CZ2069!UTM  12      -   0.99993388  x   0.99964861  =   0.99958251
 CZ2069
 CZ2069|---------------------------------------------------------------------|
 CZ2069| PID    Reference Object                     Distance      Geod. Az  |
 CZ2069|                                                           dddmmss.s |
 CZ2069| CZ1565 AJ 49 2                             125.870 METERS 01257     |
 CZ2069| CZ1027 AJ 48                               APPROX. 1.6 KM 3574435.2 |
 CZ2069|---------------------------------------------------------------------|
 CZ2069
 CZ2069                          SUPERSEDED SURVEY CONTROL
 CZ2069
 CZ2069  NAD 83(1986)-  32 48 23.27771(N)    111 40 14.53085(W) AD(       ) 1
 CZ2069  NAD 27      -  32 48 23.06659(N)    111 40 12.07675(W) AD(       ) 1
 CZ2069  NGVD 29 (07/19/86)  450.7    (m)         1479.     (f) VERT ANG    3  
 CZ2069
 CZ2069.Superseded values are not recommended for survey control.
 CZ2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2069.See file dsdata.txt to determine how the superseded data were derived.
 CZ2069
 CZ2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3720930031(NAD 83)
 CZ2069_MARKER: DD = SURVEY DISK
 CZ2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2069+STABILITY: SURFACE MOTION
 CZ2069
 CZ2069  HISTORY     - Date     Condition        Report By
 CZ2069  HISTORY     - 1967     MONUMENTED       DMA
 CZ2069  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2069
 CZ2069                          STATION DESCRIPTION
 CZ2069
 CZ2069'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2069'T-7-S.  R-7-E.  IN SECTION 19 NEAR THE NORTHWEST CORNER.
 CZ2069'
 CZ2069'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2069'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2069'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2069'IS STAMPED--AJ 49 1967 ARMY MAP SERVICE.
 CZ2069'
 CZ2069'THE STATION MARK IS LOCATED 106.0 EAST OF THE CENTERLINE OF
 CZ2069'NORTH-SOUTH ROAD.  68.0 FEET EAST OF NORTH-SOUTH FENCE.  148.0
 CZ2069'FEET SOUTH OF EAST-WEST FENCE.
 CZ2069'
 CZ2069'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2069'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2069'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR
 CZ2069'1.2 MILES TO A T ROAD WEST JUST SOUTH OF INTERSTATE 8 AND THE
 CZ2069'STATION SITE.
 CZ2069
 CZ2069                          STATION RECOVERY (2006)
 CZ2069
 CZ2069'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2069'THE ADJUSTED COORDINATES POINT TO A DIRT PARKING AREA NEAR A HOTEL AND
 CZ2069'SERVICE STATION. PROBED INTO THE HARD PACK GROUND ABOUT 4 INCHES, BUT
 CZ2069'DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE OF THE 25
 CZ2069'FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1565 ***********************************************************************
 CZ1565  DESIGNATION -  AJ 49 2
 CZ1565  PID         -  CZ1565
 CZ1565  STATE/COUNTY-  AZ/PINAL
 CZ1565  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1565
 CZ1565                         *CURRENT SURVEY CONTROL
 CZ1565  ___________________________________________________________________
 CZ1565* NAD 83(1992)-  32 48 27.26523(N)    111 40 13.44663(W)     ADJUSTED  
 CZ1565* NAVD 88     -       451.62   (+/-2cm)    1481.7    (feet)  VERTCON   
 CZ1565  ___________________________________________________________________
 CZ1565  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CZ1565  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1565  HORZ ORDER  -  FIRST
 CZ1565  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1565
 CZ1565.The horizontal coordinates were established by classical geodetic methods
 CZ1565.and adjusted by the National Geodetic Survey in August 1993.
 CZ1565
 CZ1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1565.The vertical order pertains to the NGVD 29 superseded value.
 CZ1565
 CZ1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1565
 CZ1565.The geoid height was determined by GEOID03.
 CZ1565
 CZ1565;                    North         East     Units Scale Factor Converg.
 CZ1565;SPC AZ C     -   200,439.922   236,421.790   MT  0.99990656   +0 08 00.4
 CZ1565;SPC AZ C     -   657,611.29    775,662.04   iFT  0.99990656   +0 08 00.4
 CZ1565;UTM  12      - 3,630,153.824   437,237.667   MT  0.99964857   -0 21 47.7
 CZ1565
 CZ1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1565!SPC AZ C     -   0.99993382  x   0.99990656  =   0.99984039
 CZ1565!UTM  12      -   0.99993382  x   0.99964857  =   0.99958242
 CZ1565
 CZ1565:                Primary Azimuth Mark                     Grid Az
 CZ1565:SPC AZ C     -  FOUR                                     064 41 08.0
 CZ1565:UTM  12      -  FOUR                                     065 10 56.1
 CZ1565
 CZ1565|---------------------------------------------------------------------|
 CZ1565| PID    Reference Object                     Distance      Geod. Az  |
 CZ1565|                                                           dddmmss.s |
 CZ1565| CZ2043 FOUR                                APPROX. 4.1 KM 0644908.4 |
 CZ1565| CH4065 AJ 49 2 RM E                          8.834 METERS 08931     |
 CZ1565| CH4066 AJ 49 2 RM S                          8.834 METERS 17938     |
 CZ1565|---------------------------------------------------------------------|
 CZ1565
 CZ1565                          SUPERSEDED SURVEY CONTROL
 CZ1565
 CZ1565  NAD 83(1986)-  32 48 27.25983(N)    111 40 13.44720(W) AD(       ) 1
 CZ1565  NAD 27      -  32 48 27.04876(N)    111 40 10.99301(W) AD(       ) 1
 CZ1565  NGVD 29 (??/??/92)  451.061  (m)         1479.86   (f) ADJ UNCH    1 2
 CZ1565
 CZ1565.Superseded values are not recommended for survey control.
 CZ1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1565.See file dsdata.txt to determine how the superseded data were derived.
 CZ1565
 CZ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3723830154(NAD 83)
 CZ1565_MARKER: DD = SURVEY DISK
 CZ1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1565_STAMPING: AJ 49-2 ARMY MAP SERVICE
 CZ1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1565+STABILITY: SURFACE MOTION
 CZ1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1565+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1565
 CZ1565  HISTORY     - Date     Condition        Report By
 CZ1565  HISTORY     - 1967     MONUMENTED       DMA
 CZ1565  HISTORY     - 1975     GOOD             AZDT
 CZ1565  HISTORY     - 20050505 GOOD             NGS
 CZ1565  HISTORY     - 20061201 GOOD             GEOCAC
 CZ1565  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1565
 CZ1565                          STATION DESCRIPTION
 CZ1565
 CZ1565'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1565'T-7-S.  R-7-E.  IN SECTION 18 NEAR THE SOUTHWEST CORNER.
 CZ1565'
 CZ1565'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ1565'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1565'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1565'IS STAMPED--AJ 49 2 1967 ARMY MAP SERVICE.
 CZ1565'
 CZ1565'THE STATION MARK IS LOCATED 100 FEET NORTH OF THE CENTERLINE
 CZ1565'OF EAST-WEST ROAD.  98 FEET EAST OF THE NORTH-SOUTH FENCE.  197
 CZ1565'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  ABOUT 360 FEET
 CZ1565'NORTHEAST OF THE SECTION CORNER.
 CZ1565'
 CZ1565'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1565'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ1565'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARD ARIZONA CITY) FOR 1.2
 CZ1565'MILES TO A T ROAD WEST JUST SOUTH OF INTERSTATE 8 AND THE
 CZ1565'STATION SITE.
 CZ1565
 CZ1565                          STATION RECOVERY (1975)
 CZ1565
 CZ1565'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1565'7.65 MI SE FROM CASA BLANCA.
 CZ1565'FROM MILEPOST 200, I-10, EAST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ1565'THE STATION ON THE LEFT.  100 FT. NORTH OF THE RAMP LEADING EAST FROM
 CZ1565'SUNLAND GIN ROAD TO I-10.  A 3 IN. AMS BRASS CAP, SET IN A 10 IN.
 CZ1565'CONCRETE POST, NEARLY FLUSH, WHICH IS SURROUNDED BY A 10 IN. CIRCLE OF
 CZ1565'CONCRETE.  4 CONCRETE PETAL, 25 FT. LONG FROM 10 TO 15 FT. WIDE
 CZ1565'SURROUND THE STATION.
 CZ1565
 CZ1565                          STATION RECOVERY (2005)
 CZ1565
 CZ1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CZ1565'DISK IS DENTED.  CENTRAL CONCRETE POST IS CRUMBLING, BUT COLLAR AND
 CZ1565'CROSS ARE GOOD.
 CZ1565
 CZ1565                          STATION RECOVERY (2006)
 CZ1565
 CZ1565'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ1565'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ1565'CONDITION AS DESCRIBED.
 CZ1565
 CZ1565                          STATION RECOVERY (2008)
 CZ1565
 CZ1565'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1565'RECOVERED AS DESCRIBED, IN GOOD CONDITION. BOTH RMS NOTED INTACT AS
 CZ1565'WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2072 ***********************************************************************
 CZ2072  DESIGNATION -  AJ 51
 CZ2072  PID         -  CZ2072
 CZ2072  STATE/COUNTY-  AZ/PINAL
 CZ2072  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2072
 CZ2072                         *CURRENT SURVEY CONTROL
 CZ2072  ___________________________________________________________________
 CZ2072* NAD 83(1992)-  32 46 38.41688(N)    111 40 17.28941(W)     ADJUSTED  
 CZ2072* NAVD 88     -       455.52   (+/-2cm)    1494.5    (feet)  VERTCON   
 CZ2072  ___________________________________________________________________
 CZ2072  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CZ2072  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2072  HORZ ORDER  -  FIRST
 CZ2072  VERT ORDER  -  THIRD ? (See Below)
 CZ2072
 CZ2072.The horizontal coordinates were established by classical geodetic methods
 CZ2072.and adjusted by the National Geodetic Survey in August 1993.
 CZ2072
 CZ2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2072.The vertical order pertains to the NGVD 29 superseded value.
 CZ2072
 CZ2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2072
 CZ2072.The geoid height was determined by GEOID03.
 CZ2072
 CZ2072;                    North         East     Units Scale Factor Converg.
 CZ2072;SPC AZ C     -   197,086.855   236,329.600   MT  0.99990650   +0 07 57.9
 CZ2072;SPC AZ C     -   646,610.42    775,359.58   iFT  0.99990650   +0 07 57.9
 CZ2072;UTM  12      - 3,626,802.546   437,116.456   MT  0.99964876   -0 21 48.7
 CZ2072
 CZ2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2072!SPC AZ C     -   0.99993322  x   0.99990650  =   0.99983972
 CZ2072!UTM  12      -   0.99993322  x   0.99964876  =   0.99958200
 CZ2072
 CZ2072:                Primary Azimuth Mark                     Grid Az
 CZ2072:SPC AZ C     -  FOUR                                     036 45 22.9
 CZ2072:UTM  12      -  FOUR                                     037 15 09.5
 CZ2072
 CZ2072|---------------------------------------------------------------------|
 CZ2072| PID    Reference Object                     Distance      Geod. Az  |
 CZ2072|                                                           dddmmss.s |
 CZ2072| CZ2043 FOUR                                APPROX. 6.4 KM 0365320.8 |
 CZ2072| CH4069 AJ 51 RM E                            8.839 METERS 08919     |
 CZ2072| CH4070 AJ 51 RM S                            8.835 METERS 17920     |
 CZ2072|---------------------------------------------------------------------|
 CZ2072
 CZ2072                          SUPERSEDED SURVEY CONTROL
 CZ2072
 CZ2072  NAD 83(1986)-  32 46 38.41147(N)    111 40 17.28975(W) AD(       ) 1
 CZ2072  NAD 27      -  32 46 38.19775(N)    111 40 14.83847(W) AD(       ) 1
 CZ2072  NGVD 29 (07/19/86)  454.95   (m)         1492.6    (f) LEVELING    3  
 CZ2072
 CZ2072.Superseded values are not recommended for survey control.
 CZ2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2072.See file dsdata.txt to determine how the superseded data were derived.
 CZ2072
 CZ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3711626803(NAD 83)
 CZ2072_MARKER: DD = SURVEY DISK
 CZ2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2072
 CZ2072  HISTORY     - Date     Condition        Report By
 CZ2072  HISTORY     - 1966     MONUMENTED       DMA
 CZ2072  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2072  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2072
 CZ2072                          STATION DESCRIPTION
 CZ2072
 CZ2072'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2072'T-7-S.  R-6-E.  IN SECTION 36 NEAR THE NORTHEAST CORNER.
 CZ2072'
 CZ2072'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2072'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2072'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2072'IS STAMPED--AJ 51 1966 ARMY MAP SERVICE.
 CZ2072'
 CZ2072'THE STATION MARK IS LOCATED 166 FEET WEST OF NORTH-SOUTH
 CZ2072'POWERLINE.  118 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2072'ROAD.  52 FEET WEST OF CENTERLINE OF NORTH-SOUTH IRRIGATION
 CZ2072'DITCH.  90 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2072'
 CZ2072'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2072'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2072'ROAD SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR 3.2
 CZ2072'MILES TO A CROSSROAD AND THE STATION SITE.
 CZ2072
 CZ2072                          STATION RECOVERY (2006)
 CZ2072
 CZ2072'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2072'THE ADJUSTED COORDINATES POINT INTO A CULTIVATED FIELD. ALSO, THERE
 CZ2072'WAS NO EVIDENCE OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS
 CZ2072'AROUND THE STATION MARK.
 CZ2072
 CZ2072                          STATION RECOVERY (2008)
 CZ2072
 CZ2072'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2072'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2072'MARK. THE DESCRIBED AREA IS NOW A CULTIVATED FIELD. ASSUMED DESTROYED.
 CZ2072' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2073 ***********************************************************************
 CZ2073  DESIGNATION -  AJ 52
 CZ2073  PID         -  CZ2073
 CZ2073  STATE/COUNTY-  AZ/PINAL
 CZ2073  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2073
 CZ2073                         *CURRENT SURVEY CONTROL
 CZ2073  ___________________________________________________________________
 CZ2073* NAD 83(1992)-  32 45 51.77360(N)    111 40 17.51975(W)     ADJUSTED  
 CZ2073* NAVD 88     -       457.57   (+/-2cm)    1501.2    (feet)  VERTCON   
 CZ2073  ___________________________________________________________________
 CZ2073  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CZ2073  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2073  HORZ ORDER  -  FIRST
 CZ2073  VERT ORDER  -  THIRD ? (See Below)
 CZ2073
 CZ2073.The horizontal coordinates were established by classical geodetic methods
 CZ2073.and adjusted by the National Geodetic Survey in August 1993.
 CZ2073
 CZ2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2073.The vertical order pertains to the NGVD 29 superseded value.
 CZ2073
 CZ2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2073
 CZ2073.The geoid height was determined by GEOID03.
 CZ2073
 CZ2073;                    North         East     Units Scale Factor Converg.
 CZ2073;SPC AZ C     -   195,650.102   236,326.933   MT  0.99990650   +0 07 57.6
 CZ2073;SPC AZ C     -   641,896.66    775,350.83   iFT  0.99990650   +0 07 57.6
 CZ2073;UTM  12      - 3,625,366.241   437,101.351   MT  0.99964878   -0 21 48.4
 CZ2073
 CZ2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2073!SPC AZ C     -   0.99993290  x   0.99990650  =   0.99983940
 CZ2073!UTM  12      -   0.99993290  x   0.99964878  =   0.99958170
 CZ2073
 CZ2073:                Primary Azimuth Mark                     Grid Az
 CZ2073:SPC AZ C     -  AJ 51                                    000 06 22.9
 CZ2073:UTM  12      -  AJ 51                                    000 36 08.9
 CZ2073
 CZ2073|---------------------------------------------------------------------|
 CZ2073| PID    Reference Object                     Distance      Geod. Az  |
 CZ2073|                                                           dddmmss.s |
 CZ2073| CZ2072 AJ 51                               APPROX. 1.4 KM 0001420.5 |
 CZ2073| CH4071 AJ 52 RM E                            8.837 METERS 08938     |
 CZ2073| CH4072 AJ 52 RM S                            8.848 METERS 17935     |
 CZ2073|---------------------------------------------------------------------|
 CZ2073
 CZ2073                          SUPERSEDED SURVEY CONTROL
 CZ2073
 CZ2073  NAD 83(1986)-  32 45 51.76819(N)    111 40 17.51999(W) AD(       ) 1
 CZ2073  NAD 27      -  32 45 51.55339(N)    111 40 15.06991(W) AD(       ) 1
 CZ2073  NGVD 29 (07/19/86)  457.00   (m)         1499.3    (f) LEVELING    3  
 CZ2073
 CZ2073.Superseded values are not recommended for survey control.
 CZ2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2073.See file dsdata.txt to determine how the superseded data were derived.
 CZ2073
 CZ2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3710125366(NAD 83)
 CZ2073_MARKER: DD = SURVEY DISK
 CZ2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2073
 CZ2073  HISTORY     - Date     Condition        Report By
 CZ2073  HISTORY     - 1966     MONUMENTED       DMA
 CZ2073  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2073
 CZ2073                          STATION DESCRIPTION
 CZ2073
 CZ2073'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2073'T-7-S.  R-6-E.  IN SECTION 36 NEAR THE SOUTHEAST CORNER.
 CZ2073'
 CZ2073'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2073'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2073'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2073'IS STAMPED--AJ 52 1966 ARMY MAP SERVICE.
 CZ2073'
 CZ2073'THE STATION MARK IS LOCATED 72 FEET WEST OF THE CENTERLINE OF
 CZ2073'NORTH-SOUTH IRRIGATION DITCH.  138 FEET WEST OF THE CENTERLINE
 CZ2073'OF NORTH-SOUTH ROAD.  184 FEET WEST OF NORTH-SOUTH POWERLINE.  61
 CZ2073'FEET NORTH OF CENTERLINE OF EAST-WEST IRRIGATION DITCH.  494
 CZ2073'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.
 CZ2073'
 CZ2073'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2073'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A ROAD
 CZ2073'SOUTH.  TURN RIGHT AND GO SOUTH (TOWARDS ARIZONA CITY) FOR 4.2
 CZ2073'MILES TO A CROSSROAD AND THE STATION SITE.
 CZ2073
 CZ2073                          STATION RECOVERY (2006)
 CZ2073
 CZ2073'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2073'THE ADJUSTED COORDINATES POINT TO RESIDENCE. ALSO, THERE WAS NO
 CZ2073'EVIDENCE OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND
 CZ2073'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2166 ***********************************************************************
 CZ2166  DESIGNATION -  AJ 53
 CZ2166  PID         -  CZ2166
 CZ2166  STATE/COUNTY-  AZ/PINAL
 CZ2166  USGS QUAD   -  ELOY NW (1981)
 CZ2166
 CZ2166                         *CURRENT SURVEY CONTROL
 CZ2166  ___________________________________________________________________
 CZ2166* NAD 83(1992)-  32 44 55.24348(N)    111 40 17.14865(W)     ADJUSTED  
 CZ2166* NAVD 88     -       460.22   (+/-2cm)    1509.9    (feet)  VERTCON   
 CZ2166  ___________________________________________________________________
 CZ2166  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CZ2166  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2166  HORZ ORDER  -  FIRST
 CZ2166  VERT ORDER  -  THIRD ? (See Below)
 CZ2166
 CZ2166.The horizontal coordinates were established by classical geodetic methods
 CZ2166.and adjusted by the National Geodetic Survey in August 1993.
 CZ2166
 CZ2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2166.The vertical order pertains to the NGVD 29 superseded value.
 CZ2166
 CZ2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2166
 CZ2166.The geoid height was determined by GEOID03.
 CZ2166
 CZ2166;                    North         East     Units Scale Factor Converg.
 CZ2166;SPC AZ C     -   193,908.848   236,340.624   MT  0.99990651   +0 07 57.6
 CZ2166;SPC AZ C     -   636,183.88    775,395.75   iFT  0.99990651   +0 07 57.6
 CZ2166;UTM  12      - 3,623,625.382   437,099.968   MT  0.99964878   -0 21 47.6
 CZ2166
 CZ2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2166!SPC AZ C     -   0.99993248  x   0.99990651  =   0.99983900
 CZ2166!UTM  12      -   0.99993248  x   0.99964878  =   0.99958129
 CZ2166
 CZ2166|---------------------------------------------------------------------|
 CZ2166| PID    Reference Object                     Distance      Geod. Az  |
 CZ2166|                                                           dddmmss.s |
 CZ2166| CH4073 AJ 53 RM E                            8.833 METERS 08923     |
 CZ2166| CH4074 AJ 53 RM S                            8.834 METERS 17920     |
 CZ2166| CZ2172 AH 53                               APPROX. 1.5 KM 2661529.2 |
 CZ2166|---------------------------------------------------------------------|
 CZ2166
 CZ2166                          SUPERSEDED SURVEY CONTROL
 CZ2166
 CZ2166  NAD 83(1986)-  32 44 55.23808(N)    111 40 17.14877(W) AD(       ) 1
 CZ2166  NAD 27      -  32 44 55.02172(N)    111 40 14.70014(W) AD(       ) 1
 CZ2166  NGVD 29 (07/19/86)  459.65   (m)         1508.0    (f) LEVELING    3  
 CZ2166
 CZ2166.Superseded values are not recommended for survey control.
 CZ2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2166.See file dsdata.txt to determine how the superseded data were derived.
 CZ2166
 CZ2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3710023625(NAD 83)
 CZ2166_MARKER: DD = SURVEY DISK
 CZ2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2166
 CZ2166  HISTORY     - Date     Condition        Report By
 CZ2166  HISTORY     - 1966     MONUMENTED       DMA
 CZ2166  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2166
 CZ2166                          STATION DESCRIPTION
 CZ2166
 CZ2166'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2166'T-8-S.  R-6-E.  IN SECTION 1 NEAR THE SOUTHEAST CORNER.
 CZ2166'
 CZ2166'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2166'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2166'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2166'IS STAMPED--AJ 53 1966 ARMY MAP SERVICE.
 CZ2166'
 CZ2166'THE STATION MARK IS LOCATED 99 FEET WEST OF THE CENTERLINE
 CZ2166'OF NORTH-SOUTH ROAD.  103 FEET NORTH OF THE CENTERLINE OF
 CZ2166'ROAD WEST.  41 FEET NORTH OF EAST-WEST POWERLINE.  40 FEET WEST
 CZ2166'OF NORTH-SOUTH POWERLINE.  137 FEET NORTH OF EAST-WEST POWERLINE.
 CZ2166'
 CZ2166'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2166'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2166'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 5.2 MILES TO A CROSSROAD
 CZ2166'AND THE STATION SITE.  (0.5 MILE SOUTH OF THE ARIZONA CITY POST
 CZ2166'OFFICE)
 CZ2166
 CZ2166                          STATION RECOVERY (2006)
 CZ2166
 CZ2166'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2166'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ2166'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ2166'THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT CONCRETE PETALS THAT
 CZ2166'FORM A CROSS.
 CZ2166' 
 CZ2166'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND SUNLAND GIN
 CZ2166'ROAD   TAKE S. SUNLAND GIN ROAD SOUTH FOR 4 MILES AND JUST BEFORE W.
 CZ2166'ALSDORF ROAD TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2169 ***********************************************************************
 CZ2169  DESIGNATION -  AJ 54
 CZ2169  PID         -  CZ2169
 CZ2169  STATE/COUNTY-  AZ/PINAL
 CZ2169  USGS QUAD   -  ELOY NW (1981)
 CZ2169
 CZ2169                         *CURRENT SURVEY CONTROL
 CZ2169  ___________________________________________________________________
 CZ2169* NAD 83(1992)-  32 44 04.10375(N)    111 40 19.11270(W)     ADJUSTED  
 CZ2169* NAVD 88     -       462.60   (+/-2cm)    1517.7    (feet)  VERTCON   
 CZ2169  ___________________________________________________________________
 CZ2169  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CZ2169  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2169  HORZ ORDER  -  FIRST
 CZ2169  VERT ORDER  -  THIRD ? (See Below)
 CZ2169
 CZ2169.The horizontal coordinates were established by classical geodetic methods
 CZ2169.and adjusted by the National Geodetic Survey in August 1993.
 CZ2169
 CZ2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2169.The vertical order pertains to the NGVD 29 superseded value.
 CZ2169
 CZ2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2169
 CZ2169.The geoid height was determined by GEOID03.
 CZ2169
 CZ2169;                    North         East     Units Scale Factor Converg.
 CZ2169;SPC AZ C     -   192,333.495   236,293.138   MT  0.99990648   +0 07 56.3
 CZ2169;SPC AZ C     -   631,015.40    775,239.95   iFT  0.99990648   +0 07 56.3
 CZ2169;UTM  12      - 3,622,050.905   437,038.868   MT  0.99964888   -0 21 48.2
 CZ2169
 CZ2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2169!SPC AZ C     -   0.99993211  x   0.99990648  =   0.99983860
 CZ2169!UTM  12      -   0.99993211  x   0.99964888  =   0.99958102
 CZ2169
 CZ2169|---------------------------------------------------------------------|
 CZ2169| PID    Reference Object                     Distance      Geod. Az  |
 CZ2169|                                                           dddmmss.s |
 CZ2169| CH4075 AJ 54 RM SE                           8.827 METERS 13433     |
 CZ2169| CH4076 AJ 54 RM SW                           8.833 METERS 22431     |
 CZ2169| CZ2286 CHUI                                APPROX.11.1 KM 2845634.6 |
 CZ2169|---------------------------------------------------------------------|
 CZ2169
 CZ2169                          SUPERSEDED SURVEY CONTROL
 CZ2169
 CZ2169  NAD 83(1986)-  32 44 04.09834(N)    111 40 19.11270(W) AD(       ) 1
 CZ2169  NAD 27      -  32 44 03.88053(N)    111 40 16.66536(W) AD(       ) 1
 CZ2169  NGVD 29 (07/19/86)  462.03   (m)         1515.8    (f) LEVELING    3  
 CZ2169
 CZ2169.Superseded values are not recommended for survey control.
 CZ2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2169.See file dsdata.txt to determine how the superseded data were derived.
 CZ2169
 CZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3703922051(NAD 83)
 CZ2169_MARKER: DD = SURVEY DISK
 CZ2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2169
 CZ2169  HISTORY     - Date     Condition        Report By
 CZ2169  HISTORY     - 1966     MONUMENTED       DMA
 CZ2169  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2169  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2169
 CZ2169                          STATION DESCRIPTION
 CZ2169
 CZ2169'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2169'T-8-S.  R-6-E.  IN SECTION 12 NEAR THE SOUTHEAST CORNER.
 CZ2169'
 CZ2169'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2169'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2169'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2169'IS STAMPED--AJ 54 1966 ARMY MAP SERVICE.
 CZ2169'
 CZ2169'THE STATION MARK IS LOCATED 222 FEET WEST OF THE CENTERLINE OF
 CZ2169'NORTH-SOUTH ROAD.  234 FEET NORTH OF THE CENTERLINE OF
 CZ2169'EAST-WEST ROAD.  55 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2169'SUB.-DIV. ROAD.
 CZ2169'
 CZ2169'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2169'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2169'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 6.2 MILES TO A
 CZ2169'CROSSROAD AND THE STATION SITE.  (1.5 MILES SOUTH OF THE
 CZ2169'ARIZONA CITY POST OFFICE.)
 CZ2169
 CZ2169                          STATION RECOVERY (2006)
 CZ2169
 CZ2169'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2169'AT THE ADJUSTED COORDINATES PROBED INTO THE GROUND ABOUT 1 FOOT, BUT
 CZ2169'DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE OF THE 25
 CZ2169'FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE STATION MARK.
 CZ2169
 CZ2169                          STATION RECOVERY (2008)
 CZ2169
 CZ2169'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2169'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2169'MARK. THE DESCRIBED LOCATION IS NOW A GRADED LOT IN THE ARIZONA CITY
 CZ2169'DEVELOPMENT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2167 ***********************************************************************
 CZ2167  DESIGNATION -  AJ 55
 CZ2167  PID         -  CZ2167
 CZ2167  STATE/COUNTY-  AZ/PINAL
 CZ2167  USGS QUAD   -  ELOY NW (1981)
 CZ2167
 CZ2167                         *CURRENT SURVEY CONTROL
 CZ2167  ___________________________________________________________________
 CZ2167* NAD 83(1992)-  32 43 06.99256(N)    111 40 18.34383(W)     ADJUSTED  
 CZ2167* NAVD 88     -       466.26   (+/-2cm)    1529.7    (feet)  VERTCON   
 CZ2167  ___________________________________________________________________
 CZ2167  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CZ2167  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2167  HORZ ORDER  -  FIRST
 CZ2167  VERT ORDER  -  THIRD ? (See Below)
 CZ2167
 CZ2167.The horizontal coordinates were established by classical geodetic methods
 CZ2167.and adjusted by the National Geodetic Survey in August 1993.
 CZ2167
 CZ2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2167.The vertical order pertains to the NGVD 29 superseded value.
 CZ2167
 CZ2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2167
 CZ2167.The geoid height was determined by GEOID03.
 CZ2167
 CZ2167;                    North         East     Units Scale Factor Converg.
 CZ2167;SPC AZ C     -   190,574.375   236,317.220   MT  0.99990650   +0 07 56.5
 CZ2167;SPC AZ C     -   625,244.01    775,318.96   iFT  0.99990650   +0 07 56.5
 CZ2167;UTM  12      - 3,620,292.096   437,047.732   MT  0.99964887   -0 21 47.2
 CZ2167
 CZ2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2167!SPC AZ C     -   0.99993154  x   0.99990650  =   0.99983805
 CZ2167!UTM  12      -   0.99993154  x   0.99964887  =   0.99958043
 CZ2167
 CZ2167:                Primary Azimuth Mark                     Grid Az
 CZ2167:SPC AZ C     -  AK 55                                    080 16 55.8
 CZ2167:UTM  12      -  AK 55                                    080 46 39.5
 CZ2167
 CZ2167|---------------------------------------------------------------------|
 CZ2167| PID    Reference Object                     Distance      Geod. Az  |
 CZ2167|                                                           dddmmss.s |
 CZ2167| CZ2164 AK 55                               APPROX. 1.5 KM 0802452.3 |
 CZ2167| CH4077 AJ 55 RM E                            8.838 METERS 08914     |
 CZ2167| CH4078 AJ 55 RM S                            8.835 METERS 17913     |
 CZ2167|---------------------------------------------------------------------|
 CZ2167
 CZ2167                          SUPERSEDED SURVEY CONTROL
 CZ2167
 CZ2167  NAD 83(1986)-  32 43 06.98716(N)    111 40 18.34370(W) AD(       ) 1
 CZ2167  NAD 27      -  32 43 06.76758(N)    111 40 15.89782(W) AD(       ) 1
 CZ2167  NGVD 29 (07/19/86)  465.69   (m)         1527.9    (f) LEVELING    3  
 CZ2167
 CZ2167.Superseded values are not recommended for survey control.
 CZ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2167.See file dsdata.txt to determine how the superseded data were derived.
 CZ2167
 CZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3704820292(NAD 83)
 CZ2167_MARKER: DD = SURVEY DISK
 CZ2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2167+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2167
 CZ2167  HISTORY     - Date     Condition        Report By
 CZ2167  HISTORY     - 1966     MONUMENTED       DMA
 CZ2167  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2167  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2167
 CZ2167                          STATION DESCRIPTION
 CZ2167
 CZ2167'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2167'T-8-S.  R-6-E.  IN SECTION 24 NEAR THE NORTHEAST CORNER.
 CZ2167'
 CZ2167'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2167'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2167'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2167'GROUND.  THE MARK IS STAMPED--AJ 55 1966 ARMY MAP SERVICE.
 CZ2167'
 CZ2167'THE STATION MARK IS LOCATED 89 FEET SOUTHEAST OF CENTERLINE OF
 CZ2167'NORTHEAST-SOUTHWEST IRRIGATION DITCH.  47 FEET WEST OF
 CZ2167'NORTH-SOUTH FENCE.  83 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2167'ROAD.  181 FEET SOUTH OF EAST-WEST FENCE.  219 FEET SOUTH OF
 CZ2167'THE CENTERLINE OF EAST-WEST ROAD.
 CZ2167'
 CZ2167'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2167'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2167'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 7.2 MILES TO A
 CZ2167'CROSSROAD AND THE STATION SITE.  (2.5 MILES SOUTH OF THE
 CZ2167'ARIZONA CITY POST OFFICE.)
 CZ2167
 CZ2167                          STATION RECOVERY (2006)
 CZ2167
 CZ2167'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2167'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ2167'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ2167'THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT CONCRETE PETALS THAT
 CZ2167'FORM A CROSS.
 CZ2167' 
 CZ2167'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND SUNLAND GIN
 CZ2167'ROAD   TAKE S. SUNLAND GIN ROAD SOUTH FOR 6 MILES TO W. PHILLIPS ROAD.
 CZ2167'CROSS W. PHILLIPS ROAD AND THE STATION IS ON THE RIGHT.
 CZ2167
 CZ2167                          STATION RECOVERY (2008)
 CZ2167
 CZ2167'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2168 ***********************************************************************
 CZ2168  DESIGNATION -  AJ 56
 CZ2168  PID         -  CZ2168
 CZ2168  STATE/COUNTY-  AZ/PINAL
 CZ2168  USGS QUAD   -  ELOY NW (1981)
 CZ2168
 CZ2168                         *CURRENT SURVEY CONTROL
 CZ2168  ___________________________________________________________________
 CZ2168* NAD 83(1992)-  32 42 15.95948(N)    111 40 18.78443(W)     ADJUSTED  
 CZ2168* NAVD 88     -       469.29   (+/-2cm)    1539.7    (feet)  VERTCON   
 CZ2168  ___________________________________________________________________
 CZ2168  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CZ2168  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2168  HORZ ORDER  -  FIRST
 CZ2168  VERT ORDER  -  THIRD ? (See Below)
 CZ2168
 CZ2168.The horizontal coordinates were established by classical geodetic methods
 CZ2168.and adjusted by the National Geodetic Survey in August 1993.
 CZ2168
 CZ2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2168.The vertical order pertains to the NGVD 29 superseded value.
 CZ2168
 CZ2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2168
 CZ2168.The geoid height was determined by GEOID03.
 CZ2168
 CZ2168;                    North         East     Units Scale Factor Converg.
 CZ2168;SPC AZ C     -   189,002.407   236,309.376   MT  0.99990649   +0 07 56.1
 CZ2168;SPC AZ C     -   620,086.64    775,293.23   iFT  0.99990649   +0 07 56.1
 CZ2168;UTM  12      - 3,618,720.659   437,026.303   MT  0.99964890   -0 21 46.9
 CZ2168
 CZ2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2168!SPC AZ C     -   0.99993107  x   0.99990649  =   0.99983756
 CZ2168!UTM  12      -   0.99993107  x   0.99964890  =   0.99957999
 CZ2168
 CZ2168:                Primary Azimuth Mark                     Grid Az
 CZ2168:SPC AZ C     -  AK 56 RESET                              087 44 59.1
 CZ2168:UTM  12      -  AK 56 RESET                              088 14 42.1
 CZ2168
 CZ2168|---------------------------------------------------------------------|
 CZ2168| PID    Reference Object                     Distance      Geod. Az  |
 CZ2168|                                                           dddmmss.s |
 CZ2168| CZ2201 AK 56 RESET                         APPROX. 1.6 KM 0875255.2 |
 CZ2168| CH4079 AJ 56 RM E                            8.842 METERS 08911     |
 CZ2168| CH4080 AJ 56 RM S                            8.841 METERS 17910     |
 CZ2168|---------------------------------------------------------------------|
 CZ2168
 CZ2168                          SUPERSEDED SURVEY CONTROL
 CZ2168
 CZ2168  NAD 83(1986)-  32 42 15.95409(N)    111 40 18.78420(W) AD(       ) 1
 CZ2168  NAD 27      -  32 42 15.73291(N)    111 40 16.33947(W) AD(       ) 1
 CZ2168  NGVD 29 (07/19/86)  468.72   (m)         1537.8    (f) LEVELING    3  
 CZ2168
 CZ2168.Superseded values are not recommended for survey control.
 CZ2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2168.See file dsdata.txt to determine how the superseded data were derived.
 CZ2168
 CZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3702618721(NAD 83)
 CZ2168_MARKER: DD = SURVEY DISK
 CZ2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2168+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2168
 CZ2168  HISTORY     - Date     Condition        Report By
 CZ2168  HISTORY     - 1966     MONUMENTED       DMA
 CZ2168  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2168  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2168
 CZ2168                          STATION DESCRIPTION
 CZ2168
 CZ2168'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2168'T-8-S-.  R-6-E.  IN SECTION 25 NEAR THE NORTHEAST CORNER.
 CZ2168'
 CZ2168'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2168'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2168'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2168'GROUND.  THE MARK IS STAMPED--AJ 56 1966 ARMY MAP SERVICE.
 CZ2168'
 CZ2168'THE STATION MARK IS LOCATED 81 FEET WEST OF THE CENTERLINE OF
 CZ2168'NORTH-SOUTH ROAD.  47 FEET WEST OF NORTH-SOUTH FENCE.  85 FEET
 CZ2168'SOUTH OF EXTENDED CENTERLINE OF FIELD ROAD EAST.
 CZ2168'
 CZ2168'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2168'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2168'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 8.2 MILES TO A FIELD
 CZ2168'LINE EAST AND THE STATION SITE (3.5 MILES SOUTH OF THE ARIZONA
 CZ2168'CITY POST OFFICE)
 CZ2168
 CZ2168                          STATION RECOVERY (2006)
 CZ2168
 CZ2168'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2168'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ2168'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ2168'THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT CONCRETE PETALS THAT
 CZ2168'FORM A CROSS.
 CZ2168' 
 CZ2168'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND SUNLAND GIN
 CZ2168'ROAD   TAKE S. SUNLAND GIN ROAD SOUTH FOR 7 MILES JUST PAST SHAY ROAD
 CZ2168'TO THE STATION ON THE RIGHT.
 CZ2168
 CZ2168                          STATION RECOVERY (2008)
 CZ2168
 CZ2168'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2170 ***********************************************************************
 CZ2170  DESIGNATION -  AJ 57
 CZ2170  PID         -  CZ2170
 CZ2170  STATE/COUNTY-  AZ/PINAL
 CZ2170  USGS QUAD   -  ELOY NW (1981)
 CZ2170
 CZ2170                         *CURRENT SURVEY CONTROL
 CZ2170  ___________________________________________________________________
 CZ2170* NAD 83(1992)-  32 41 24.42252(N)    111 40 19.36865(W)     ADJUSTED  
 CZ2170* NAVD 88     -       472.56   (+/-2cm)    1550.4    (feet)  VERTCON   
 CZ2170  ___________________________________________________________________
 CZ2170  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CZ2170  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2170  HORZ ORDER  -  FIRST
 CZ2170  VERT ORDER  -  THIRD ? (See Below)
 CZ2170
 CZ2170.The horizontal coordinates were established by classical geodetic methods
 CZ2170.and adjusted by the National Geodetic Survey in August 1993.
 CZ2170
 CZ2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2170.The vertical order pertains to the NGVD 29 superseded value.
 CZ2170
 CZ2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2170
 CZ2170.The geoid height was determined by GEOID03.
 CZ2170
 CZ2170;                    North         East     Units Scale Factor Converg.
 CZ2170;SPC AZ C     -   187,414.913   236,297.823   MT  0.99990649   +0 07 55.6
 CZ2170;SPC AZ C     -   614,878.32    775,255.32   iFT  0.99990649   +0 07 55.6
 CZ2170;UTM  12      - 3,617,133.733   437,001.036   MT  0.99964894   -0 21 46.7
 CZ2170
 CZ2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2170!SPC AZ C     -   0.99993055  x   0.99990649  =   0.99983705
 CZ2170!UTM  12      -   0.99993055  x   0.99964894  =   0.99957952
 CZ2170
 CZ2170|---------------------------------------------------------------------|
 CZ2170| PID    Reference Object                     Distance      Geod. Az  |
 CZ2170|                                                           dddmmss.s |
 CZ2170| CH4081 AJ 57 RM E                            8.817 METERS 08902     |
 CZ2170| CH4082 AJ 57 RM S                            8.830 METERS 17906     |
 CZ2170| CZ2178 AG 59X                              APPROX. 5.6 KM 2062921.1 |
 CZ2170|---------------------------------------------------------------------|
 CZ2170
 CZ2170                          SUPERSEDED SURVEY CONTROL
 CZ2170
 CZ2170  NAD 83(1986)-  32 41 24.41713(N)    111 40 19.36829(W) AD(       ) 1
 CZ2170  NAD 27      -  32 41 24.19440(N)    111 40 16.92473(W) AD(       ) 1
 CZ2170  NGVD 29 (07/19/86)  471.99   (m)         1548.5    (f) LEVELING    3  
 CZ2170
 CZ2170.Superseded values are not recommended for survey control.
 CZ2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2170.See file dsdata.txt to determine how the superseded data were derived.
 CZ2170
 CZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3700117134(NAD 83)
 CZ2170_MARKER: DD = SURVEY DISK
 CZ2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2170+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2170
 CZ2170  HISTORY     - Date     Condition        Report By
 CZ2170  HISTORY     - 1966     MONUMENTED       DMA
 CZ2170  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2170  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2170
 CZ2170                          STATION DESCRIPTION
 CZ2170
 CZ2170'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2170'T-8-S.  R-6-E.  IN SECTION 25 NEAR THE SOUTHEAST CORNER.
 CZ2170'
 CZ2170'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2170'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2170'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2170'GROUND.  THE MARK IS STAMPED--AJ 57 1966 ARMY MAP SERVICE.
 CZ2170'
 CZ2170'THE STATION MARK IS LOCATED 75 FEET NORTH OF SMALL EAST-WEST
 CZ2170'DIKE.  81 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  51
 CZ2170'FEET WEST OF NORTH-SOUTH FENCE.  53 FEET NORTH OF ASSUMED
 CZ2170'EAST-WEST SECTION LINE.
 CZ2170'
 CZ2170'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2170'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2170'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 9.2 MILES TO A T TRAIL
 CZ2170'WEST AND THE STATION SITE.  (4.5 MILES SOUTH OF THE ARIZONA CITY
 CZ2170'POST OFFICE)
 CZ2170
 CZ2170                          STATION RECOVERY (2006)
 CZ2170
 CZ2170'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2170'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ2170'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ2170'THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT CONCRETE PETALS THAT
 CZ2170'FORM A CROSS.
 CZ2170' 
 CZ2170'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND SUNLAND GIN
 CZ2170'ROAD   TAKE S. SUNLAND GIN ROAD SOUTH FOR 8 MILES TO THE STATION ON
 CZ2170'THE RIGHT.
 CZ2170
 CZ2170                          STATION RECOVERY (2008)
 CZ2170
 CZ2170'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2165 ***********************************************************************
 CZ2165  DESIGNATION -  AJ 58
 CZ2165  PID         -  CZ2165
 CZ2165  STATE/COUNTY-  AZ/PINAL
 CZ2165  USGS QUAD   -  ELOY NW (1981)
 CZ2165
 CZ2165                         *CURRENT SURVEY CONTROL
 CZ2165  ___________________________________________________________________
 CZ2165* NAD 83(1992)-  32 40 32.14052(N)    111 40 17.00346(W)     ADJUSTED  
 CZ2165* NAVD 88     -       475.16   (+/-2cm)    1558.9    (feet)  VERTCON   
 CZ2165  ___________________________________________________________________
 CZ2165  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CZ2165  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2165  HORZ ORDER  -  FIRST
 CZ2165  VERT ORDER  -  THIRD ? (See Below)
 CZ2165
 CZ2165.The horizontal coordinates were established by classical geodetic methods
 CZ2165.and adjusted by the National Geodetic Survey in August 1993.
 CZ2165
 CZ2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2165.The vertical order pertains to the NGVD 29 superseded value.
 CZ2165
 CZ2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2165
 CZ2165.The geoid height was determined by GEOID03.
 CZ2165
 CZ2165;                    North         East     Units Scale Factor Converg.
 CZ2165;SPC AZ C     -   185,804.651   236,363.152   MT  0.99990652   +0 07 56.7
 CZ2165;SPC AZ C     -   609,595.31    775,469.66   iFT  0.99990652   +0 07 56.7
 CZ2165;UTM  12      - 3,615,523.382   437,052.438   MT  0.99964886   -0 21 44.9
 CZ2165
 CZ2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2165!SPC AZ C     -   0.99993015  x   0.99990652  =   0.99983667
 CZ2165!UTM  12      -   0.99993015  x   0.99964886  =   0.99957903
 CZ2165
 CZ2165|---------------------------------------------------------------------|
 CZ2165| PID    Reference Object                     Distance      Geod. Az  |
 CZ2165|                                                           dddmmss.s |
 CZ2165| CH4083 AJ 58 RM E                            8.835 METERS 08922     |
 CZ2165| CZ2160 AK 58                               APPROX. 1.6 KM 0895714.7 |
 CZ2165| CH4084 AJ 58 RM S                            8.835 METERS 17920     |
 CZ2165|---------------------------------------------------------------------|
 CZ2165
 CZ2165                          SUPERSEDED SURVEY CONTROL
 CZ2165
 CZ2165  NAD 83(1986)-  32 40 32.13513(N)    111 40 17.00298(W) AD(       ) 1
 CZ2165  NAD 27      -  32 40 31.91085(N)    111 40 14.56071(W) AD(       ) 1
 CZ2165  NGVD 29 (07/19/86)  474.59   (m)         1557.1    (f) LEVELING    3  
 CZ2165
 CZ2165.Superseded values are not recommended for survey control.
 CZ2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2165.See file dsdata.txt to determine how the superseded data were derived.
 CZ2165
 CZ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3705215523(NAD 83)
 CZ2165_MARKER: DD = SURVEY DISK
 CZ2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2165
 CZ2165  HISTORY     - Date     Condition        Report By
 CZ2165  HISTORY     - 1966     MONUMENTED       DMA
 CZ2165  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2165
 CZ2165                          STATION DESCRIPTION
 CZ2165
 CZ2165'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2165'T-8-S.  R-7-E.  IN SECTION 31 NEAR THE SOUTHWEST CORNER.
 CZ2165'
 CZ2165'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2165'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2165'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2165'GROUND.  THE MARK IS STAMPED--AJ 58 1966 ARMY MAP SERVICE.
 CZ2165'
 CZ2165'THE STATION MARK IS LOCATED 75 FEET NORTH OF THE CENTERLINE
 CZ2165'OF EAST-WEST ROAD.  47 FEET NORTH OF EAST-WEST POWERLINE.  178
 CZ2165'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2165'
 CZ2165'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2165'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2165'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 10.2 MILES TO A
 CZ2165'CROSSROAD AND THE STATION SITE.  (5.5 MILES SOUTH OF THE
 CZ2165'ARIZONA CITY POST OFFICE)
 CZ2165
 CZ2165                          STATION RECOVERY (2006)
 CZ2165
 CZ2165'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2165'THE ADJUSTED COORDINATES POINT INTO A CANAL. ALSO, THERE WAS NO
 CZ2165'EVIDENCE OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND
 CZ2165'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2171 ***********************************************************************
 CZ2171  DESIGNATION -  AJ 59
 CZ2171  PID         -  CZ2171
 CZ2171  STATE/COUNTY-  AZ/PINAL
 CZ2171  USGS QUAD   -  ELOY NW (1981)
 CZ2171
 CZ2171                         *CURRENT SURVEY CONTROL
 CZ2171  ___________________________________________________________________
 CZ2171* NAD 83(1992)-  32 39 40.15180(N)    111 40 20.40451(W)     ADJUSTED  
 CZ2171* NAVD 88     -       475.55   (+/-2cm)    1560.2    (feet)  VERTCON   
 CZ2171  ___________________________________________________________________
 CZ2171  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CZ2171  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ2171  HORZ ORDER  -  FIRST
 CZ2171  VERT ORDER  -  THIRD ? (See Below)
 CZ2171
 CZ2171.The horizontal coordinates were established by classical geodetic methods
 CZ2171.and adjusted by the National Geodetic Survey in August 1993.
 CZ2171
 CZ2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2171.The vertical order pertains to the NGVD 29 superseded value.
 CZ2171
 CZ2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2171
 CZ2171.The geoid height was determined by GEOID03.
 CZ2171
 CZ2171;                    North         East     Units Scale Factor Converg.
 CZ2171;SPC AZ C     -   184,203.080   236,278.236   MT  0.99990647   +0 07 54.7
 CZ2171;SPC AZ C     -   604,340.81    775,191.06   iFT  0.99990647   +0 07 54.7
 CZ2171;UTM  12      - 3,613,923.016   436,953.720   MT  0.99964901   -0 21 46.3
 CZ2171
 CZ2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2171!SPC AZ C     -   0.99993008  x   0.99990647  =   0.99983656
 CZ2171!UTM  12      -   0.99993008  x   0.99964901  =   0.99957912
 CZ2171
 CZ2171|---------------------------------------------------------------------|
 CZ2171| PID    Reference Object                     Distance      Geod. Az  |
 CZ2171|                                                           dddmmss.s |
 CZ2171| CH4085 AJ 59 RM E                            8.837 METERS 08921     |
 CZ2171| CH4086 AJ 59 RM S                            8.840 METERS 17917     |
 CZ2171| CZ2178 AG 59X                              APPROX. 3.0 KM 2335945.9 |
 CZ2171|---------------------------------------------------------------------|
 CZ2171
 CZ2171                          SUPERSEDED SURVEY CONTROL
 CZ2171
 CZ2171  NAD 83(1986)-  32 39 40.14640(N)    111 40 20.40391(W) AD(       ) 1
 CZ2171  NAD 27      -  32 39 39.92070(N)    111 40 17.96275(W) AD(       ) 1
 CZ2171  NGVD 29 (07/19/86)  474.99   (m)         1558.4    (f) LEVELING    3  
 CZ2171
 CZ2171.Superseded values are not recommended for survey control.
 CZ2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2171.See file dsdata.txt to determine how the superseded data were derived.
 CZ2171
 CZ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3695413923(NAD 83)
 CZ2171_MARKER: DD = SURVEY DISK
 CZ2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2171
 CZ2171  HISTORY     - Date     Condition        Report By
 CZ2171  HISTORY     - 1966     MONUMENTED       DMA
 CZ2171  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2171  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2171
 CZ2171                          STATION DESCRIPTION
 CZ2171
 CZ2171'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2171'T-9-S.  R-6-E.  IN SECTION 12 NEAR THE SOUTHEAST CORNER OF THE
 CZ2171'NORTHEAST QUARTER
 CZ2171'
 CZ2171'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2171'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2171'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE
 CZ2171'GROUND.  THE MARK IS STAMPED--AJ 59 1966 ARMY MAP SERVICE.
 CZ2171'
 CZ2171'THE STATION MARK IS LOCATED 86 FEET WEST OF THE CENTERLINE OF
 CZ2171'NORTH-SOUTH ROAD.
 CZ2171'
 CZ2171'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2171'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO A
 CZ2171'ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 11.2 MILES TO THE
 CZ2171'STATION SITE.  (6.5 MILES SOUTH OF THE ARIZONA CITY POST OFFICE)
 CZ2171
 CZ2171                          STATION RECOVERY (2006)
 CZ2171
 CZ2171'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2171'AT THE ADJUSTED COORDINATES PROBED INTO THE GROUND ABOUT 1 FOOT, BUT
 CZ2171'DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE OF THE 25
 CZ2171'FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE STATION MARK.
 CZ2171
 CZ2171                          STATION RECOVERY (2008)
 CZ2171
 CZ2171'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2171'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2171'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1160 ***********************************************************************
 CG1160  DESIGNATION -  AJAX
 CG1160  PID         -  CG1160
 CG1160  STATE/COUNTY-  AZ/COCHISE
 CG1160  USGS QUAD   -  FAIRBANK (1952)
 CG1160
 CG1160                         *CURRENT SURVEY CONTROL
 CG1160  ___________________________________________________________________
 CG1160* NAD 83(1992)-  31 42 34.59787(N)    110 07 44.91038(W)     ADJUSTED  
 CG1160* NAVD 88     -      1569.7    (meters)    5150.     (feet)  VERTCON   
 CG1160  ___________________________________________________________________
 CG1160  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CG1160  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CG1160  HORZ ORDER  -  SECOND
 CG1160
 CG1160.The horizontal coordinates were established by classical geodetic methods
 CG1160.and adjusted by the National Geodetic Survey in August 1993.
 CG1160
 CG1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1160
 CG1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1160
 CG1160.The geoid height was determined by GEOID03.
 CG1160
 CG1160;                    North         East     Units Scale Factor Converg.
 CG1160;SPC AZ E     -    78,671.229   216,916.619   MT  0.99990016   +0 01 11.0
 CG1160;SPC AZ E     -   258,107.71    711,668.70   iFT  0.99990016   +0 01 11.0
 CG1160;UTM  12      - 3,508,578.576   582,516.840   MT  0.99968398   +0 27 27.9
 CG1160
 CG1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1160!SPC AZ E     -   0.99975794  x   0.99990016  =   0.99965812
 CG1160!UTM  12      -   0.99975794  x   0.99968398  =   0.99944200
 CG1160
 CG1160|---------------------------------------------------------------------|
 CG1160| PID    Reference Object                     Distance      Geod. Az  |
 CG1160|                                                           dddmmss.s |
 CG1160| CS6087 AJAX RM 1                             8.349 METERS 19904     |
 CG1160| CS6088 AJAX RM 2                             6.320 METERS 27936     |
 CG1160|---------------------------------------------------------------------|
 CG1160
 CG1160                          SUPERSEDED SURVEY CONTROL
 CG1160
 CG1160  NAD 83(1986)-  31 42 34.59156(N)    110 07 44.90492(W) AD(       ) 2
 CG1160  NGVD 29 (06/28/91) 1568.8    (m)         5147.     (f) VERT ANG    3  
 CG1160
 CG1160.Superseded values are not recommended for survey control.
 CG1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1160.See file dsdata.txt to determine how the superseded data were derived.
 CG1160
 CG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8251708579(NAD 83)
 CG1160_MARKER: DS = TRIANGULATION STATION DISK
 CG1160_SETTING: 66 = SET IN ROCK OUTCROP
 CG1160_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1160+STABILITY: POSITION/ELEVATION WELL
 CG1160
 CG1160  HISTORY     - Date     Condition        Report By
 CG1160  HISTORY     - 1903     MONUMENTED       USGS
 CG1160  HISTORY     - 1986     GOOD             AZDT
 CG1160
 CG1160                          STATION DESCRIPTION
 CG1160
 CG1160'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1160'THE STATION IS LOCATED ON TOP OF A HIGH HILL 4 MILES WEST OF TOMBSTONE
 CG1160'AND 4 MILES EAST OF FAIRBANKS.
 CG1160'
 CG1160'THE STATION MARK IS A USGS BRASS DISK WITH NO STAMPING.  IT IS SET IN
 CG1160'A DRILL HOLE IN ROCK ON TOP OF THE HILL.  THE STATION HAS ALMOST
 CG1160'UNLIMITED VISIBILITY AND WILL SEE TWO DOZEN MONUMENTED STATIONS.
 CG1160'
 CG1160'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---AJAX RM 1 1903 1985---.  IT
 CG1160'IS SET IN A DRILL HOLE IN ROCK.
 CG1160'
 CG1160'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---AJAX RM 2 1903 1985---.  IT
 CG1160'IS SET IN A DRILL HOLE IN ROCK.
 CG1160'
 CG1160'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---AJAX AZIMUTH MARK 1903
 CG1160'1985---.  IT IS SET IN A BOULDER 40 FEET WEST OF A TRACK ROAD, 33 FEET
 CG1160'SOUTHWEST OF A RAIN GAUGE AND 3 FEET WEST OF A CAIRN.
 CG1160'
 CG1160'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE TRAVEL
 CG1160'NORTHWEST ALONG ALLEN STREET FOR 0.35 MILE TO U.S. HIGHWAY 80.
 CG1160'CONTINUE NORTHWEST ALONG ALLEN STREET 1.05 MILES TO A FORK.  TAKE THE
 CG1160'RIGHT FORK WEST FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK 0.5 MILE
 CG1160'TO A GATE WHICH IS ABOUT 200 FEET SOUTHWEST OF SCHIEFFELIN MONUMENT.
 CG1160'PASS THROUGH THE GATE AND TRAVEL 0.1 MILE TO A TRACK ROAD AND A GATE
 CG1160'ON THE LEFT.  PASS THROUGH THE GATE ON TRACK ROAD FOR 0.1 MILE TO A
 CG1160'FORK.  TAKE THE RIGHT FORK NORTHWEST FOR 0.65 MILE TO A FORK.  TAKE
 CG1160'THE LEFT FORK FOR 1.45 MILES TO A FORK.  TAKE THE LEFT FORK SOUTHEAST
 CG1160'FOR 0.3 MILE TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE
 CG1160'RIGHT, CONTINUE FOR 0.1 MILE TO THE END OF TRUCK TRAVEL AT A CONCRETE
 CG1160'DAM AND A SMALL POND.  PACK SOUTH UP THE HILL TO THE THIRD 1 OF 3
 CG1160'PEAKS AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0796 ***********************************************************************
 CZ0796  DESIGNATION -  AJO
 CZ0796  PID         -  CZ0796
 CZ0796  STATE/COUNTY-  AZ/PIMA
 CZ0796  USGS QUAD   -  THREE POINTS (1992)
 CZ0796
 CZ0796                         *CURRENT SURVEY CONTROL
 CZ0796  ___________________________________________________________________
 CZ0796* NAD 83(1992)-  32 06 11.69548(N)    111 15 33.38261(W)     ADJUSTED  
 CZ0796* NAVD 88     -       756.19   (+/-2cm)    2480.9    (feet)  VERTCON   
 CZ0796  ___________________________________________________________________
 CZ0796  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CZ0796  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0796  HORZ ORDER  -  SECOND
 CZ0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0796
 CZ0796.The horizontal coordinates were established by classical geodetic methods
 CZ0796.and adjusted by the National Geodetic Survey in August 1993.
 CZ0796
 CZ0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0796.The vertical order pertains to the NGVD 29 superseded value.
 CZ0796
 CZ0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0796
 CZ0796.The geoid height was determined by GEOID03.
 CZ0796
 CZ0796;                    North         East     Units Scale Factor Converg.
 CZ0796;SPC AZ C     -   122,504.061   275,403.878   MT  0.99994746   +0 20 57.8
 CZ0796;SPC AZ C     -   401,916.21    903,556.03   iFT  0.99994746   +0 20 57.8
 CZ0796;UTM  12      - 3,551,909.545   475,537.731   MT  0.99960738   -0 08 16.0
 CZ0796
 CZ0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0796!SPC AZ C     -   0.99988597  x   0.99994746  =   0.99983344
 CZ0796!UTM  12      -   0.99988597  x   0.99960738  =   0.99949340
 CZ0796
 CZ0796:                Primary Azimuth Mark                     Grid Az
 CZ0796:SPC AZ C     -  RNG TUCSON RADIO TU                      066 24 24.7
 CZ0796:UTM  12      -  RNG TUCSON RADIO TU                      066 53 38.5
 CZ0796
 CZ0796|---------------------------------------------------------------------|
 CZ0796| PID    Reference Object                     Distance      Geod. Az  |
 CZ0796|                                                           dddmmss.s |
 CZ0796| CZ1979 RNG TUCSON RADIO TU                 APPROX.10.0 KM 0664522.5 |
 CZ0796| CZ1980 AIRWAY BCN RYAN FIELD TUCSON        APPROX. 9.2 KM 0665952.2 |
 CZ0796| CZ0797 AJO RM 2                             16.239 METERS 08423     |
 CZ0796| CZ0798 K 23 RM 1                                          0892820.8 |
 CZ0796| CZ0795 AJO RM 1                             16.582 METERS 35636     |
 CZ0796|---------------------------------------------------------------------|
 CZ0796
 CZ0796                          SUPERSEDED SURVEY CONTROL
 CZ0796
 CZ0796  NAD 83(1986)-  32 06 11.69043(N)    111 15 33.38161(W) AD(       ) 2
 CZ0796  NAD 27      -  32 06 11.41210(N)    111 15 31.01100(W) AD(       ) 2
 CZ0796  NGVD 29 (??/??/92)  755.510  (m)         2478.70   (f) ADJ UNCH    2 0
 CZ0796
 CZ0796.Superseded values are not recommended for survey control.
 CZ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0796.See file dsdata.txt to determine how the superseded data were derived.
 CZ0796
 CZ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7553851910(NAD 83)
 CZ0796_MARKER: DS = TRIANGULATION STATION DISK
 CZ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0796_STAMPING: AJO 1962
 CZ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0796+STABILITY: SURFACE MOTION
 CZ0796
 CZ0796  HISTORY     - Date     Condition        Report By
 CZ0796  HISTORY     - 1962     MONUMENTED       CGS
 CZ0796  HISTORY     - 1962     GOOD             CGS
 CZ0796  HISTORY     - 1978     GOOD             AZDT
 CZ0796  HISTORY     - 1982     GOOD             NGS
 CZ0796  HISTORY     - 19950103 GOOD             USPSQD
 CZ0796  HISTORY     - 20011210 GOOD             NGS
 CZ0796
 CZ0796                          STATION DESCRIPTION
 CZ0796
 CZ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CZ0796'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF RYAN FIELD AND
 CZ0796'4 MILES NORTHEAST OF THREE POINTS JUNCTION (JUNCTION OF STATE
 CZ0796'ROUTES 86 AND 286), ON THE NORTH SIDE OF A DIRT ROAD ABOUT 1/4
 CZ0796'MILE NORTH OF STATE ROUTE 86.
 CZ0796'
 CZ0796'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE ROUTES
 CZ0796'93, 789 AND 86 IN SOUTH TUCSON, GO WEST AND SOUTHWEST ON STATE
 CZ0796'ROUTE 86 (AJO ROAD) FOR 12.5 MILES TO THE ENTRANCE TO RYAN
 CZ0796'FIELD.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 5.0 MILES TO
 CZ0796'A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW
 CZ0796'DIRT ROAD WEST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CZ0796'CONTINUE WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 CZ0796'
 CZ0796'THE STATION MARK, STAMPED AJO 1962, IS A STANDARD DISK SET
 CZ0796'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 61-1/2
 CZ0796'FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT ROAD AND 2 FEET EAST
 CZ0796'OF A METAL WITNESS POST WITH SIGN.
 CZ0796'
 CZ0796'REFERENCE MARK 1, STAMPED AJO NO 1 1962, IS A STANDARD
 CZ0796'DISK SET IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 CZ0796'
 CZ0796'REFERENCE MARK 2, STAMPED AJO NO 2 1962, IS A STANDARD DISK
 CZ0796'SET IN A CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS
 CZ0796'62-1/2 FEET NORTH OF THE CENTER OF THE ROAD.
 CZ0796'
 CZ0796'A STANDARD REFERENCE MARK DISK STAMPED U.S.G.S. K--23 NO 1
 CZ0796'1935 WAS USED FOR THE AZIMUTH MARK.  THE DISK IS SET IN A CONCRETE
 CZ0796'POST THAT HAS BEEN PARTIALLY BROKEN OFF.  THE MONUMENT IS
 CZ0796'STILL SOLID AND PROJECTS ABOUT 4 INCHES.  IT IS ON THE WEST
 CZ0796'SLOPE OF A SLIGHT RISE 38 FEET SOUTH OF THE CENTER OF THE
 CZ0796'DIRT ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.
 CZ0796
 CZ0796                          STATION RECOVERY (1962)
 CZ0796
 CZ0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0796'19.0 MI SW FROM TUCSON.
 CZ0796'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0796'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST 0.75 MILE, 58 FEET
 CZ0796'NORTH OF THE CENTER OF A GRADED ROAD, 2.4 FEET EAST OF A METAL WITNESS
 CZ0796'POST.  THE MARK IS A TRIANGULATION STATION DISK SET IN THE TOP OF A
 CZ0796'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
 CZ0796
 CZ0796                          STATION RECOVERY (1978)
 CZ0796
 CZ0796'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ0796'THE STATION MARK REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 CZ0796'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 CZ0796'ANGLES CHECKED THE 1962 OBSERVATIONS.
 CZ0796'
 CZ0796'THE 1962 DESCRIPTION IS ADEQUATE.  A NEW POWER LINE HAS BEEN
 CZ0796'CONSTRUCTED AND THE STATION IS NOW 7.5 FEET SOUTH OF THE POWER LINE.
 CZ0796'RM 2 IS 5 FEET SOUTH AND RM 1 IS 46 FEET NORTH OF THE POWER LINE.
 CZ0796
 CZ0796                          STATION RECOVERY (1982)
 CZ0796
 CZ0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 CZ0796'THE STATION, REFERENCE MARKS ONE AND TWO, AND THE AZIMUTH MARK,
 CZ0796'K 23 (USGS) RM 1 1935 WERE RECOVERED IN GOOD CONDITION AS
 CZ0796'ORIGINALLY DESCRIBED IN 1962 BY L.G. BURDINE.  THE STAMPING ON ALL
 CZ0796'DISKS IS AS LISTED IN THE 1962 DESCRIPTION.  THE RECOVERY NOTES
 CZ0796'OF 1962 BY USGS AND 1979 BY AZDT ARE APPARENTLY THE RESULT OF
 CZ0796'SOME MASSIVE BLUNDER, POSSIBLY TWO STATIONS WITH THE SAME NAME.
 CZ0796'THE TOWN OF AJO IS ABOUT 100 MILES WEST OF THIS STATION, THIS
 CZ0796'STATION WAS PROBABLY SO NAMED BECAUSE STATE ROUTE 86 IS KNOWN
 CZ0796'LOCALLY AS AJO WAY.
 CZ0796'
 CZ0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. NE OF
 CZ0796'THREE POINTS JUNCTION.
 CZ0796
 CZ0796                          STATION RECOVERY (1995)
 CZ0796
 CZ0796'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0796'RECOVERED IN GOOD CONDITION.
 CZ0796
 CZ0796                          STATION RECOVERY (2001)
 CZ0796
 CZ0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0796'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1532 ***********************************************************************
 DA1532  DESIGNATION -  AJO
 DA1532  PID         -  DA1532
 DA1532  STATE/COUNTY-  AZ/PIMA
 DA1532  USGS QUAD   -  AJO SOUTH (1990)
 DA1532
 DA1532                         *CURRENT SURVEY CONTROL
 DA1532  ___________________________________________________________________
 DA1532* NAD 83(1992)-  32 19 25.07311(N)    112 50 34.22952(W)     ADJUSTED  
 DA1532* NAVD 88     -       918.     (meters)    3012.     (feet)  SCALED    
 DA1532  ___________________________________________________________________
 DA1532  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DA1532  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA1532  HORZ ORDER  -  FIRST
 DA1532
 DA1532.The horizontal coordinates were established by classical geodetic methods
 DA1532.and adjusted by the National Geodetic Survey in August 1993.
 DA1532
 DA1532.The orthometric height was scaled from a topographic map.
 DA1532
 DA1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1532
 DA1532.The geoid height was determined by GEOID03.
 DA1532
 DA1532;                    North         East     Units Scale Factor Converg.
 DA1532;SPC AZ C     -   147,127.683   126,158.709   MT  0.99999374   -0 29 42.9
 DA1532;SPC AZ C     -   482,702.37    413,906.53   iFT  0.99999374   -0 29 42.9
 DA1532;UTM  12      - 3,577,800.647   326,535.046   MT  0.99997107   -0 59 08.2
 DA1532
 DA1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1532!SPC AZ C     -   0.99986090  x   0.99999374  =   0.99985464
 DA1532!UTM  12      -   0.99986090  x   0.99997107  =   0.99983197
 DA1532
 DA1532:                Primary Azimuth Mark                     Grid Az
 DA1532:SPC AZ C     -  S 36                                     012 57 19.2
 DA1532:UTM  12      -  S 36                                     013 26 44.5
 DA1532
 DA1532|---------------------------------------------------------------------|
 DA1532| PID    Reference Object                     Distance      Geod. Az  |
 DA1532|                                                           dddmmss.s |
 DA1532| DA1221 S 36                                               0122736.3 |
 DA1532| DA1536 AJO RM 1                              9.272 METERS 01556     |
 DA1532| CH4087 AJO RM                               21.040 METERS 10333     |
 DA1532| DA1535 AJO RM 2                             12.049 METERS 10333     |
 DA1532| DA1539 J C GREENWAY MEMORIAL CROSS         APPROX. 5.6 KM 3232328.0 |
 DA1532| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX. 5.2 KM 3443909.1 |
 DA1532|---------------------------------------------------------------------|
 DA1532
 DA1532                          SUPERSEDED SURVEY CONTROL
 DA1532
 DA1532  NAD 83(1986)-  32 19 25.06103(N)    112 50 34.23333(W) AD(       ) 1
 DA1532  NAD 27      -  32 19 24.84100(N)    112 50 31.68500(W) AD(       ) 1
 DA1532
 DA1532.Superseded values are not recommended for survey control.
 DA1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1532.See file dsdata.txt to determine how the superseded data were derived.
 DA1532
 DA1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2653577801(NAD 83)
 DA1532
 DA1532  HISTORY     - Date     Condition        Report By
 DA1532  HISTORY     - 1920     MONUMENTED       CGS
 DA1532  HISTORY     - 1936     GOOD             CGS
 DA1532  HISTORY     - 1962     MARK NOT FOUND   USGS
 DA1532
 DA1532                          STATION DESCRIPTION
 DA1532
 DA1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DA1532'ON THE SUMMIT OF A BLACK MOUNTAIN (THE HIGHEST POINT ON THE
 DA1532'HIGHEST HILL WITHIN A RADIUS OF 6 MILES FROM THE TOWN OF
 DA1532'AJO), AND 3 MILES, AIR LINE, SOUTHEAST OF AJO.  STATION IS BEST
 DA1532'REACHED BY TAKING THE SONOYTA ROAD SOUTH FROM AJO FOR 3 MILES.
 DA1532'THE MOUNTAIN IS ON THE EAST SIDE OF THE SONOYTA ROAD AND ABOUT
 DA1532'1 MILE FROM THE ROAD.  MARKED BY A STANDARD BRONZE DISK.
 DA1532'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1532'REFERENCE DISK, IS 9.278 METERS (30.44 FEET) FROM
 DA1532'STATION N 15 DEG 56 MIN E.  REFERENCE MARK NO. 2, A
 DA1532'STANDARD BRONZE REFERENCE DISK, IS 12.042 METERS
 DA1532'(39.51 FEET) FROM STATION S 76 DEG 26 MIN E.  THE
 DA1532'AZIMUTH MARK, BENCH MARK S 36, WAS ESTABLISHED IN 1933 BY
 DA1532'THE COAST AND GEODETIC SURVEY.  IT IS AT AN INTERSECTION
 DA1532'OF THE AJO-TUCSON HIGHWAY WITH A PLAIN TRACK ROAD TO THE
 DA1532'SOUTH, 1.3 MILES SOUTHEAST OF ROWOOD POST OFFICE, ABOUT 10
 DA1532'YARDS SOUTH OF THE MAIN HIGHWAY, AND ABOUT 3 MILES FROM
 DA1532'STATION N 12 DEG 28 MIN E.
 DA1532
 DA1532                          STATION RECOVERY (1962)
 DA1532
 DA1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1532'STATION MARK NOT FOUND, PROBABLY DESTROYED.  A NEW STATION MARK WAS
 DA1532'SET IN OUTCROPPING ROCK IN APPROXIMATE SAME LOCATION.
 DA1532'
 DA1532'SEE DESCRIPTION FOR STATION AJO 2 1962.
 DA1532'
 DA1532'THIS DATA TRANSFERRED FROM USGS DATA SHEET.
 DA1532'
 DA1532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DA1532'SOUTHEAST OF AJO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1537 ***********************************************************************
 DA1537  DESIGNATION -  AJO 2
 DA1537  PID         -  DA1537
 DA1537  STATE/COUNTY-  AZ/PIMA
 DA1537  USGS QUAD   -  AJO SOUTH (1990)
 DA1537
 DA1537                         *CURRENT SURVEY CONTROL
 DA1537  ___________________________________________________________________
 DA1537* NAD 83(1992)-  32 19 25.07670(N)    112 50 34.22602(W)     ADJUSTED  
 DA1537* NAVD 88     -       918.1    (meters)    3012.     (feet)  VERTCON   
 DA1537  ___________________________________________________________________
 DA1537  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DA1537  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA1537  HORZ ORDER  -  SECOND
 DA1537
 DA1537.The horizontal coordinates were established by classical geodetic methods
 DA1537.and adjusted by the National Geodetic Survey in August 1993.
 DA1537
 DA1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1537
 DA1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1537
 DA1537.The geoid height was determined by GEOID03.
 DA1537
 DA1537;                    North         East     Units Scale Factor Converg.
 DA1537;SPC AZ C     -   147,127.793   126,158.802   MT  0.99999374   -0 29 42.9
 DA1537;SPC AZ C     -   482,702.73    413,906.83   iFT  0.99999374   -0 29 42.9
 DA1537;UTM  12      - 3,577,800.756   326,535.140   MT  0.99997107   -0 59 08.2
 DA1537
 DA1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1537!SPC AZ C     -   0.99986083  x   0.99999374  =   0.99985457
 DA1537!UTM  12      -   0.99986083  x   0.99997107  =   0.99983191
 DA1537
 DA1537|---------------------------------------------------------------------|
 DA1537| PID    Reference Object                     Distance      Geod. Az  |
 DA1537|                                                           dddmmss.s |
 DA1537| DA1536 AJO RM 1                              9.141 METERS 01534     |
 DA1537| DA1534 DARBY                               APPROX. 3.9 KM 0342252.4 |
 DA1537| DA1535 AJO RM 2                             11.986 METERS 10410     |
 DA1537| DA1268 CARDIGAN                            APPROX. 7.8 KM 3053901.4 |
 DA1537| DA1528 AJO AFB BEACON                      APPROX.14.2 KM 3545838.1 |
 DA1537|---------------------------------------------------------------------|
 DA1537
 DA1537                          SUPERSEDED SURVEY CONTROL
 DA1537
 DA1537  NAD 83(1986)-  32 19 25.06495(N)    112 50 34.22995(W) AD(       ) 2
 DA1537  NAD 27      -  32 19 24.84570(N)    112 50 31.68482(W) AD(       ) 2
 DA1537  NGVD 29 (07/19/86)  917.4    (m)         3010.     (f) VERT ANG    3  
 DA1537
 DA1537.Superseded values are not recommended for survey control.
 DA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1537.See file dsdata.txt to determine how the superseded data were derived.
 DA1537
 DA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2653577801(NAD 83)
 DA1537_MARKER: DS = TRIANGULATION STATION DISK
 DA1537_SETTING: 66 = SET IN ROCK OUTCROP
 DA1537_SP_SET: SET IN ROCK OUTCROP
 DA1537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1537+STABILITY: POSITION/ELEVATION WELL
 DA1537
 DA1537  HISTORY     - Date     Condition        Report By
 DA1537  HISTORY     - 1962     MONUMENTED       USGS
 DA1537  HISTORY     - 1975     GOOD             USGS
 DA1537  HISTORY     - 1977     GOOD             NGS
 DA1537  HISTORY     - 1979     GOOD             AZDT
 DA1537
 DA1537                          STATION DESCRIPTION
 DA1537
 DA1537'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1537'LOCATED ABOUT 3 MI SE. OF AJO.  ON SUMMIT OF BLACK MOUNTAIN.
 DA1537'
 DA1537'REACHED BY HELICOPTER.
 DA1537'
 DA1537'STATION MARK--STANDARD TABLET STAMPED---AJO 2 1962---, IN ROCK
 DA1537'OUTCROP IN APPROXIMATE LOCATION OF ORIGINAL STATION.
 DA1537'
 DA1537'RM 1--NGS RM DISK STAMPED---AJO 1920 NO 1 1935---, IN ROCK.
 DA1537'
 DA1537'RM 2--NGS RM DISK STAMPED---AJO 1920 NO 2 1935---, IN ROCK.
 DA1537
 DA1537                          STATION RECOVERY (1975)
 DA1537
 DA1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DA1537'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN
 DA1537'GOOD CONDITION.  THE STATION MARK IS A USGS BENCH MARK DISK STAMPED
 DA1537'AJO NO. 2 1962 AND IS CEMENTED IN BED ROCK.  REFERENCE MARK 1 AND 2
 DA1537'ARE USC AND GS DISKS STAMPED RM 1 AND 2 1920 1935 RESPECTIVELY AND
 DA1537'CEMENTED IN BED ROCK, RM 1 IS ABOUT 8 FEET LOWER THAN STATION AND
 DA1537'RM 3 ABOUT 3 FEET LOWER.
 DA1537'
 DA1537'TO REACH THE STATION FROM CENTER OF AJO, GO SOUTHEAST ON STATE ROUTE
 DA1537'85-86 FOR ABOUT 2.55 MILES TO DARBY WELL RD. TURN RIGHT (SOUTH) ON
 DA1537'DARBY WELL RD. FOR 1.9 MILES TO END OF PAVEMENT AND A ROAD FORK,
 DA1537'TAKE LEFT FORK FOR 0.2 MILES TO CORRALS ON THE LEFT, CONTINUE ON
 DA1537'MAIN TRAVELED ROAD FOR 0.5 MILES TO A DIM TRACK ROAD THAT LEADS
 DA1537'EAST THEN SOUTHEAST.  TURN LEFT AND CONTINUE FOR 0.6 MILES TO BASE
 DA1537'OF FOOT HILLS AND END OF TRACK ROAD.  AT THIS POINT YOU ARE LOOKING
 DA1537'INTO CLIFFS AND A LOW RIDGE LEADING WEST.  PACK TOWARD THE CLIFFS
 DA1537'AND A SMALL SADDLE BETWEEN THE RIDGE AND BASE OF MOUNTAIN.  FROM
 DA1537'THE SADDLE, PACK OVER THE CLIFFS ON THE RIDGE AND CONTINUE IN THE
 DA1537'MAIN CANYON TO YOUR LEFT TO THE SADDLE JUST SOUTH OF THE STATION
 DA1537'APPROX. 1 HR. 15 MINUTE PACK.
 DA1537'
 DA1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DA1537'SOUTHEAST OF AJO.
 DA1537'
 DA1537'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1537
 DA1537                          STATION RECOVERY (1977)
 DA1537
 DA1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DA1537'THE STATION MARK, REFERENCE MARK 2 AND 1 WERE RECOVERED AND FOUND IN
 DA1537'GOOD CONDITION.  DISTANCE TO RM 2 CHECKED WITHIN 8 MM AND RM 1
 DA1537'CHECKED WITHIN 5 MM.  THE METER DISTANCE TO RM 1 IN THE 1975
 DA1537'DESCRIPTION IS IN ERROR BY 0.316 METERS.  THE ANGLE BETWEEN REFERENCE
 DA1537'MARKS CHECKS THE 1975 MEASUREMENT BY 4 SECONDS.
 DA1537'
 DA1537'THE 1975 DESCRIPTION IS ADEQUATE.
 DA1537'
 DA1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DA1537'SOUTHEAST OF AJO.
 DA1537'
 DA1537'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1537
 DA1537                          STATION RECOVERY (1979)
 DA1537
 DA1537'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DA1537'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 DA1537'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 DA1537'
 DA1537'TO REACH THE STATION FROM HWY. 85-86 FROM THE PLAZA IN THE CENTER OF
 DA1537'AJO, TRAVEL SOUTHEAST 2.55 MILES TO DARBY WELL ROAD, TURN RIGHT (SOUTH
 DA1537'ON DARBY WELL ROAD) 1.9 MILES TO END OF PAVEMENT AND A FORK, TAKE LEFT
 DA1537'FORK 0.2 MILES TO CORRALS ON LEFT, CONTINUE ON MAIN TRAVELED ROAD 0.1
 DA1537'MILE TO TRAIL LEFT WHICH IS DARBY WELL, CONTINUE ON MAIN TRAVELED ROAD
 DA1537'0.5 MILE TO DIM TRACK ROAD THAT LEADS EAST AND THEN SOUTHEAST, TURN
 DA1537'LEFT CONTINUE 0.6 MILE TO BASE OF FOOTHILLS AND END OF TRUCK TRAVEL,
 DA1537'LOOKING INTO CLIFFS AND A LOW RIDGE LEADING WEST, PACK TOWARD THE
 DA1537'CLIFFS AND A SMALL SADDLE BETWEEN THE RIDGE AND BASE OF MOUNTAIN FROM
 DA1537'THE SADDLE PACK UP OVER THE CLIFFS ON THE LEDGES AND CONTINUE IN THE
 DA1537'MAIN CANYON.  TO YOUR LEFT, TO THE SADDLE JUST SOUTH OF THE STATION.
 DA1537'APPROXIMATELY ONE HOUR AND 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1531 ***********************************************************************
 DA1531  DESIGNATION -  AJO PHELPS DODGE SMELT STACK
 DA1531  PID         -  DA1531
 DA1531  STATE/COUNTY-  AZ/PIMA
 DA1531  USGS QUAD   -  AJO SOUTH (1990)
 DA1531
 DA1531                         *CURRENT SURVEY CONTROL
 DA1531  ___________________________________________________________________
 DA1531* NAD 83(1992)-  32 22 07.33004(N)    112 51 26.70348(W)     ADJUSTED  
 DA1531* NAVD 88     -              **(meters)            **(feet)            
 DA1531  ___________________________________________________________________
 DA1531  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DA1531  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1531  HORZ ORDER  -  THIRD
 DA1531
 DA1531.The horizontal coordinates were established by classical geodetic methods
 DA1531.and adjusted by the National Geodetic Survey in August 1993.
 DA1531
 DA1531
 DA1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1531
 DA1531.The geoid height was determined by GEOID03.
 DA1531
 DA1531;                    North         East     Units Scale Factor Converg.
 DA1531;SPC AZ C     -   152,137.524   124,830.196   MT  0.99999662   -0 30 13.2
 DA1531;SPC AZ C     -   499,138.86    409,547.89   iFT  0.99999662   -0 30 13.2
 DA1531;UTM  12      - 3,582,821.574   325,249.511   MT  0.99997659   -0 59 40.7
 DA1531
 DA1531                          SUPERSEDED SURVEY CONTROL
 DA1531
 DA1531  NAD 83(1986)-  32 22 07.31947(N)    112 51 26.71013(W) AD(       ) 4
 DA1531  NAD 27      -  32 22 07.11600(N)    112 51 24.16500(W) AD(       ) 3
 DA1531
 DA1531.Superseded values are not recommended for survey control.
 DA1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1531.See file dsdata.txt to determine how the superseded data were derived.
 DA1531
 DA1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2525082822(NAD 83)
 DA1531_MARKER: 63 = STACK
 DA1531
 DA1531  HISTORY     - Date     Condition        Report By
 DA1531  HISTORY     - 1936     FIRST OBSERVED   CGS
 DA1531  HISTORY     - 1948     SEE DESCRIPTION  CGS
 DA1531
 DA1531                          STATION DESCRIPTION
 DA1531
 DA1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DA1531'LETTER OF MR. R. LENON, P.O. BOX 525, PATAGONIA, ARIZONIA,
 DA1531'DATED MARCH 16, 1948--
 DA1531'
 DA1531'NO SMELTER IN AJO, PROBABLY POWER PLANT.  THERE ARE RUMORS OF THE
 DA1531'CONSTRUCTION OF A SMELTER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0795 ***********************************************************************
 CZ0795  DESIGNATION -  AJO RM 1
 CZ0795  PID         -  CZ0795
 CZ0795  STATE/COUNTY-  AZ/PIMA
 CZ0795  USGS QUAD   -  THREE POINTS (1992)
 CZ0795
 CZ0795                         *CURRENT SURVEY CONTROL
 CZ0795  ___________________________________________________________________
 CZ0795* NAD 83(1986)-  32 06 12.     (N)    111 15 33.     (W)     SCALED    
 CZ0795* NAVD 88     -       756.03   (+/-2cm)    2480.4    (feet)  VERTCON   
 CZ0795  ___________________________________________________________________
 CZ0795  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0795
 CZ0795.The horizontal coordinates were scaled from a topographic map and have
 CZ0795.an estimated accuracy of +/- 6 seconds.
 CZ0795
 CZ0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0795.The vertical order pertains to the NGVD 29 superseded value.
 CZ0795
 CZ0795.The geoid height was determined by GEOID03.
 CZ0795
 CZ0795;                    North         East    Units  Estimated Accuracy
 CZ0795;SPC AZ C     -   122,510.      275,410.      MT  (+/- 180 meters Scaled)
 CZ0795
 CZ0795                          SUPERSEDED SURVEY CONTROL
 CZ0795
 CZ0795  NGVD 29 (??/??/92)  755.344  (m)         2478.16   (f) ADJ UNCH    2 0
 CZ0795
 CZ0795.Superseded values are not recommended for survey control.
 CZ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0795.See file dsdata.txt to determine how the superseded data were derived.
 CZ0795
 CZ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA755519(NAD 83)
 CZ0795_MARKER: DR = REFERENCE MARK DISK
 CZ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0795_STAMPING: AJO NO 1 1962
 CZ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0795+STABILITY: SURFACE MOTION
 CZ0795
 CZ0795  HISTORY     - Date     Condition        Report By
 CZ0795  HISTORY     - 1962     MONUMENTED       CGS
 CZ0795
 CZ0795                          STATION DESCRIPTION
 CZ0795
 CZ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0795'19.0 MI SW FROM TUCSON.
 CZ0795'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0795'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST 0.75 MILE, 115 FEET
 CZ0795'NORTH OF THE CENTER OF A GRADED ROAD.  THE MARK IS A REFERENCE MARK
 CZ0795'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 6
 CZ0795'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0797 ***********************************************************************
 CZ0797  DESIGNATION -  AJO RM 2
 CZ0797  PID         -  CZ0797
 CZ0797  STATE/COUNTY-  AZ/PIMA
 CZ0797  USGS QUAD   -  THREE POINTS (1992)
 CZ0797
 CZ0797                         *CURRENT SURVEY CONTROL
 CZ0797  ___________________________________________________________________
 CZ0797* NAD 83(1986)-  32 06 12.     (N)    111 15 33.     (W)     SCALED    
 CZ0797* NAVD 88     -       756.17   (+/-2cm)    2480.9    (feet)  VERTCON   
 CZ0797  ___________________________________________________________________
 CZ0797  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0797
 CZ0797.The horizontal coordinates were scaled from a topographic map and have
 CZ0797.an estimated accuracy of +/- 6 seconds.
 CZ0797
 CZ0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0797.The vertical order pertains to the NGVD 29 superseded value.
 CZ0797
 CZ0797.The geoid height was determined by GEOID03.
 CZ0797
 CZ0797;                    North         East    Units  Estimated Accuracy
 CZ0797;SPC AZ C     -   122,510.      275,410.      MT  (+/- 180 meters Scaled)
 CZ0797
 CZ0797                          SUPERSEDED SURVEY CONTROL
 CZ0797
 CZ0797  NGVD 29 (??/??/92)  755.488  (m)         2478.63   (f) ADJ UNCH    2 0
 CZ0797
 CZ0797.Superseded values are not recommended for survey control.
 CZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0797.See file dsdata.txt to determine how the superseded data were derived.
 CZ0797
 CZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA755519(NAD 83)
 CZ0797_MARKER: DR = REFERENCE MARK DISK
 CZ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0797_STAMPING: AJO NO 2 1962
 CZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0797+STABILITY: SURFACE MOTION
 CZ0797
 CZ0797  HISTORY     - Date     Condition        Report By
 CZ0797  HISTORY     - 1962     MONUMENTED       CGS
 CZ0797
 CZ0797                          STATION DESCRIPTION
 CZ0797
 CZ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0797'19 MI SW FROM TUCSON.
 CZ0797'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0797'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST 0.75 MILE ALONG A
 CZ0797'GRADED ROAD, 60 FEET NORTH OF THE CENTER OF A GRADED ROAD, 56 FEET
 CZ0797'EAST OF A METAL WITNESS POST.  THE MARK IS A REFERENCE MARK SET IN THE
 CZ0797'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2122 ***********************************************************************
 CZ2122  DESIGNATION -  AK 43
 CZ2122  PID         -  CZ2122
 CZ2122  STATE/COUNTY-  AZ/PINAL
 CZ2122  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2122
 CZ2122                         *CURRENT SURVEY CONTROL
 CZ2122  ___________________________________________________________________
 CZ2122* NAD 83(1992)-  32 53 40.29639(N)    111 39 12.20989(W)     ADJUSTED  
 CZ2122* NAVD 88     -       435.02   (+/-2cm)    1427.2    (feet)  VERTCON   
 CZ2122  ___________________________________________________________________
 CZ2122  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2122  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2122  HORZ ORDER  -  FIRST
 CZ2122  VERT ORDER  -  THIRD ? (See Below)
 CZ2122
 CZ2122.The horizontal coordinates were established by classical geodetic methods
 CZ2122.and adjusted by the National Geodetic Survey in August 1993.
 CZ2122
 CZ2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2122.The vertical order pertains to the NGVD 29 superseded value.
 CZ2122
 CZ2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2122
 CZ2122.The geoid height was determined by GEOID03.
 CZ2122
 CZ2122;                    North         East     Units Scale Factor Converg.
 CZ2122;SPC AZ C     -   210,086.094   237,990.703   MT  0.99990748   +0 08 34.7
 CZ2122;SPC AZ C     -   689,258.84    780,809.39   iFT  0.99990748   +0 08 34.7
 CZ2122;UTM  12      - 3,639,783.515   438,889.808   MT  0.99964605   -0 21 17.5
 CZ2122
 CZ2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2122!SPC AZ C     -   0.99993642  x   0.99990748  =   0.99984390
 CZ2122!UTM  12      -   0.99993642  x   0.99964605  =   0.99958249
 CZ2122
 CZ2122|---------------------------------------------------------------------|
 CZ2122| PID    Reference Object                     Distance      Geod. Az  |
 CZ2122|                                                           dddmmss.s |
 CZ2122| CH4088 AK 43 RM E                            8.839 METERS 08913     |
 CZ2122| CH4089 AK 43 RM S                            8.831 METERS 17918     |
 CZ2122| CZ2047 CASA GRANDE 2                       APPROX.10.0 KM 2140454.3 |
 CZ2122|---------------------------------------------------------------------|
 CZ2122
 CZ2122                          SUPERSEDED SURVEY CONTROL
 CZ2122
 CZ2122  NAD 83(1986)-  32 53 40.29115(N)    111 39 12.21127(W) AD(       ) 1
 CZ2122  NAD 27      -  32 53 40.08751(N)    111 39 09.74996(W) AD(       ) 1
 CZ2122  NGVD 29 (07/19/86)  434.52   (m)         1425.6    (f) LEVELING    3  
 CZ2122
 CZ2122.Superseded values are not recommended for survey control.
 CZ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2122.See file dsdata.txt to determine how the superseded data were derived.
 CZ2122
 CZ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3889039784(NAD 83)
 CZ2122_MARKER: DD = SURVEY DISK
 CZ2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2122
 CZ2122  HISTORY     - Date     Condition        Report By
 CZ2122  HISTORY     - 1967     MONUMENTED       DMA
 CZ2122  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ2122
 CZ2122                          STATION DESCRIPTION
 CZ2122
 CZ2122'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2122'T-6-S.  R-7-E.  IN SECTION 17 NEAR THE SOUTHWEST CORNER.
 CZ2122'
 CZ2122'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2122'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2122'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2122'IS STAMPED--AK 43 1967 ARMY MAP SERVICE.
 CZ2122'
 CZ2122'THE STATION MARK IS LOCATED 52 FEET NORTH OF THE EAST-WEST
 CZ2122'POWERLINE.  78 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2122'ROAD.  53 FEET EAST OF THE NORTH-SOUTH POWERLINE.  82 FEET EAST
 CZ2122'OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2122'
 CZ2122'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2122'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 6.0 MILES TO
 CZ2122'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD
 CZ2122'AND THE STATION SITE.
 CZ2122
 CZ2122                          STATION RECOVERY (2007)
 CZ2122
 CZ2122'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2122'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2121 ***********************************************************************
 CZ2121  DESIGNATION -  AK 44
 CZ2121  PID         -  CZ2121
 CZ2121  STATE/COUNTY-  AZ/PINAL
 CZ2121  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2121
 CZ2121                         *CURRENT SURVEY CONTROL
 CZ2121  ___________________________________________________________________
 CZ2121* NAD 83(1992)-  32 52 46.01563(N)    111 39 10.74231(W)     ADJUSTED  
 CZ2121* NAVD 88     -       438.84   (+/-2cm)    1439.8    (feet)  VERTCON   
 CZ2121  ___________________________________________________________________
 CZ2121  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 CZ2121  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2121  HORZ ORDER  -  FIRST
 CZ2121  VERT ORDER  -  THIRD ? (See Below)
 CZ2121
 CZ2121.The horizontal coordinates were established by classical geodetic methods
 CZ2121.and adjusted by the National Geodetic Survey in August 1993.
 CZ2121
 CZ2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2121.The vertical order pertains to the NGVD 29 superseded value.
 CZ2121
 CZ2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2121
 CZ2121.The geoid height was determined by GEOID03.
 CZ2121
 CZ2121;                    North         East     Units Scale Factor Converg.
 CZ2121;SPC AZ C     -   208,414.163   238,033.020   MT  0.99990750   +0 08 35.3
 CZ2121;SPC AZ C     -   683,773.50    780,948.23   iFT  0.99990750   +0 08 35.3
 CZ2121;UTM  12      - 3,638,111.717   438,917.592   MT  0.99964600   -0 21 16.2
 CZ2121
 CZ2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2121!SPC AZ C     -   0.99993582  x   0.99990750  =   0.99984333
 CZ2121!UTM  12      -   0.99993582  x   0.99964600  =   0.99958184
 CZ2121
 CZ2121|---------------------------------------------------------------------|
 CZ2121| PID    Reference Object                     Distance      Geod. Az  |
 CZ2121|                                                           dddmmss.s |
 CZ2121| CH4090 AK 44 RM E                            8.836 METERS 08935     |
 CZ2121| CH4091 AK 44 RM S                            8.836 METERS 17922     |
 CZ2121| CZ2122 AK 43                               APPROX. 1.7 KM 3584135.9 |
 CZ2121|---------------------------------------------------------------------|
 CZ2121
 CZ2121                          SUPERSEDED SURVEY CONTROL
 CZ2121
 CZ2121  NAD 83(1986)-  32 52 46.01038(N)    111 39 10.74356(W) AD(       ) 1
 CZ2121  NAD 27      -  32 52 45.80508(N)    111 39 08.28398(W) AD(       ) 1
 CZ2121  NGVD 29 (07/19/86)  438.34   (m)         1438.1    (f) LEVELING    3  
 CZ2121
 CZ2121.Superseded values are not recommended for survey control.
 CZ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2121.See file dsdata.txt to determine how the superseded data were derived.
 CZ2121
 CZ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3891838112(NAD 83)
 CZ2121_MARKER: DD = SURVEY DISK
 CZ2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2121
 CZ2121  HISTORY     - Date     Condition        Report By
 CZ2121  HISTORY     - 1967     MONUMENTED       DMA
 CZ2121  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2121
 CZ2121                          STATION DESCRIPTION
 CZ2121
 CZ2121'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2121'T-6-S.  R-7-E.  IN SECTION 29 NEAR THE NORTHWEST CORNER.
 CZ2121'
 CZ2121'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2121'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2121'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2121'GROUND.  THE MARK IS STAMPED--AK 44 1967 ARMY MAP SERVICE.
 CZ2121'
 CZ2121'THE STATION MARK IS LOCATED 77 FEET EAST OF THE NORTH-SOUTH
 CZ2121'FENCE.  99 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  74
 CZ2121'FEET SOUTH OF THE EAST-WEST POWERLINE.  45 FEET SOUTH OF THE
 CZ2121'CENTERLINE OF EAST-WEST FIELD ROAD.  231 FT. EAST OF N-S ROAD.
 CZ2121'
 CZ2121'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2121'GRANDE, ARIZONA GO EAST ON FLORENCE BLVD. FOR 6.0 MILES TO
 CZ2121'CROSSROAD AND THE STATION SITE.
 CZ2121
 CZ2121                          STATION RECOVERY (2006)
 CZ2121
 CZ2121'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2121'THE AREA DESCRIBED IS NOW A CULTIVATED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2063 ***********************************************************************
 CZ2063  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2063  DESIGNATION -  AK 45
 CZ2063  PID         -  CZ2063
 CZ2063  STATE/COUNTY-  AZ/PINAL
 CZ2063  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2063
 CZ2063                         *CURRENT SURVEY CONTROL
 CZ2063  ___________________________________________________________________
 CZ2063* NAD 83(2007)-  32 51 53.50782(N)    111 39 13.27021(W)     ADJUSTED  
 CZ2063* NAVD 88     -       440.90   (meters)    1446.5    (feet)  GPS OBS   
 CZ2063  ___________________________________________________________________
 CZ2063  EPOCH DATE  -        2007.00
 CZ2063  X           -  -1,978,911.401 (meters)                     COMP
 CZ2063  Y           -  -4,984,509.109 (meters)                     COMP
 CZ2063  Z           -   3,441,602.724 (meters)                     COMP
 CZ2063  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CZ2063  ELLIP HEIGHT-         410.826 (meters)          (04/23/08) ADJUSTED
 CZ2063  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2063  HORZ ORDER  -  B
 CZ2063  ELLP ORDER  -  FOURTH    CLASS I
 CZ2063
 CZ2063.The horizontal coordinates were established by GPS observations
 CZ2063.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2063
 CZ2063.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2063.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2063.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2063.The epoch date for horizontal control is a decimal equivalence
 CZ2063.of Year/Month/Day.
 CZ2063
 CZ2063.The orthometric height was determined by GPS observations and a
 CZ2063.high-resolution geoid model.
 CZ2063.The orthometric height was determined by GPS observations and a
 CZ2063.high-resolution geoid model using precise GPS observation and
 CZ2063.processing techniques.
 CZ2063
 CZ2063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2063
 CZ2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2063
 CZ2063.The ellipsoidal height was determined by GPS observations
 CZ2063.and is referenced to NAD 83.
 CZ2063
 CZ2063.The geoid height was determined by GEOID03.
 CZ2063
 CZ2063;                    North         East     Units Scale Factor Converg.
 CZ2063;SPC AZ C     -   206,796.590   237,971.344   MT  0.99990747   +0 08 33.8
 CZ2063;SPC AZ C     -   678,466.50    780,745.88   iFT  0.99990747   +0 08 33.8
 CZ2063;UTM  12      - 3,636,495.163   438,841.892   MT  0.99964612   -0 21 17.1
 CZ2063
 CZ2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2063!SPC AZ C     -   0.99993550  x   0.99990747  =   0.99984298
 CZ2063!UTM  12      -   0.99993550  x   0.99964612  =   0.99958165
 CZ2063
 CZ2063|---------------------------------------------------------------------|
 CZ2063| PID    Reference Object                     Distance      Geod. Az  |
 CZ2063|                                                           dddmmss.s |
 CZ2063| CH4092 AK 45 RM E                            8.833 METERS 08915     |
 CZ2063| CH4093 AK 45 RM S                            8.827 METERS 17916     |
 CZ2063| CZ2047 CASA GRANDE 2                       APPROX. 7.5 KM 2281027.4 |
 CZ2063|---------------------------------------------------------------------|
 CZ2063
 CZ2063                          SUPERSEDED SURVEY CONTROL
 CZ2063
 CZ2063  NAD 83(1992)-  32 51 53.50888(N)    111 39 13.27100(W) AD(       ) 1
 CZ2063  NAD 83(1986)-  32 51 53.50363(N)    111 39 13.27213(W) AD(       ) 1
 CZ2063  NAD 27      -  32 51 53.29682(N)    111 39 10.81415(W) AD(       ) 1
 CZ2063  NGVD 29 (07/19/86)  440.59   (m)         1445.5    (f) LEVELING    3  
 CZ2063
 CZ2063.Superseded values are not recommended for survey control.
 CZ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2063.See file dsdata.txt to determine how the superseded data were derived.
 CZ2063
 CZ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3884236495(NAD 83)
 CZ2063_MARKER: DD = SURVEY DISK
 CZ2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2063_STAMPING: AK 45 1967 ARMY MAP SERVICE
 CZ2063_MARK LOGO: USACE 
 CZ2063_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ2063_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2063+STABILITY: SURFACE MOTION
 CZ2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2063+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2008
 CZ2063
 CZ2063  HISTORY     - Date     Condition        Report By
 CZ2063  HISTORY     - 1967     MONUMENTED       DMA
 CZ2063  HISTORY     - 20030210 GOOD             MHD
 CZ2063  HISTORY     - 20060831 GOOD             MHD
 CZ2063  HISTORY     - 20080218 GOOD             GEOCAC
 CZ2063
 CZ2063                          STATION DESCRIPTION
 CZ2063
 CZ2063'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2063'T-6-S.  R-7-E.  IN SECTION 32 NEAR THE NORTHWEST CORNER.
 CZ2063'
 CZ2063'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2063'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2063'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2063'IS STAMPED--AK 45 1967 ARMY MAP SERVICE.
 CZ2063'
 CZ2063'THE STATION MARK IS LOCATED 77 FEET SOUTH OF THE CENTERLINE
 CZ2063'OF EAST-WEST ROAD.  76 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2063'ROAD.  50 FEET EAST OF NORTH-SOUTH POWERLINE.  51 FEET SOUTH
 CZ2063'OF THE EAST-WEST POWERLINE.
 CZ2063'
 CZ2063'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2063'GRANDE, ARIZONA GO NORTH FOR 75 FEET ON 93 TO STATE ROUTE 287
 CZ2063'(FLORENCE BLVD).  TURN RIGHT AND GO EAST ON 287 FOR 6.0 MILES
 CZ2063'TO CROSSROAD.  TURN RIGHT AND GO SOUTH 1.0 MILE TO CROSSROAD
 CZ2063'AND THE STATION SITE.
 CZ2063
 CZ2063                          STATION RECOVERY (2003)
 CZ2063
 CZ2063'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (JHD)
 CZ2063'RECOVERED IN GOOD CONDITION.
 CZ2063
 CZ2063                          STATION RECOVERY (2006)
 CZ2063
 CZ2063'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (MHD)
 CZ2063'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ2063' 
 CZ2063'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTHEAST OF CHUICHU, 9.5
 CZ2063'MI (15.3 KM) NORTHWEST OF ELOY AND 6.1 MI (9.8 KM) EAST OF CASA
 CZ2063'GRANDE.
 CZ2063' 
 CZ2063'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 CZ2063'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 CZ2063'FLORENCE BOULEVARD 6.0 MI (9.7 KM) TO OVERFIELD ROAD.  TURN RIGHT AND
 CZ2063'GO SOUTH ON OVERFIELD ROAD 1 MI (1.6 KM) TO ITS INTERSECTION WITH
 CZ2063'EARLY ROAD.  THE STATION IS AT THE SOUTHEAST CORNER OF THE
 CZ2063'INTERSECTION, 79 FT (24.1 M) SOUTH OF EARLY ROAD CENTERLINE, 82 FT
 CZ2063'(25.0 M) EAST OF OVERFIELD ROAD CENTERLINE, AND 125 FT (38 M) FROM A
 CZ2063'POWER POLE.  STATION IS A U.S. ARMY CORPS OF ENGINEERS ARMY MAP
 CZ2063'SERVICE BRASS CAP IN CONCRETE POST AND AERIAL TARGET.
 CZ2063
 CZ2063                          STATION RECOVERY (2008)
 CZ2063
 CZ2063'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2067 ***********************************************************************
 CZ2067  DESIGNATION -  AK 46
 CZ2067  PID         -  CZ2067
 CZ2067  STATE/COUNTY-  AZ/PINAL
 CZ2067  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2067
 CZ2067                         *CURRENT SURVEY CONTROL
 CZ2067  ___________________________________________________________________
 CZ2067* NAD 83(1992)-  32 51 00.57940(N)    111 39 16.29968(W)     ADJUSTED  
 CZ2067* NAVD 88     -       443.63   (+/-2cm)    1455.5    (feet)  VERTCON   
 CZ2067  ___________________________________________________________________
 CZ2067  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CZ2067  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2067  HORZ ORDER  -  FIRST
 CZ2067  VERT ORDER  -  THIRD ? (See Below)
 CZ2067
 CZ2067.The horizontal coordinates were established by classical geodetic methods
 CZ2067.and adjusted by the National Geodetic Survey in August 1993.
 CZ2067
 CZ2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2067.The vertical order pertains to the NGVD 29 superseded value.
 CZ2067
 CZ2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2067
 CZ2067.The geoid height was determined by GEOID03.
 CZ2067
 CZ2067;                    North         East     Units Scale Factor Converg.
 CZ2067;SPC AZ C     -   205,166.032   237,896.637   MT  0.99990742   +0 08 31.9
 CZ2067;SPC AZ C     -   673,116.90    780,500.78   iFT  0.99990742   +0 08 31.9
 CZ2067;UTM  12      - 3,634,865.741   438,753.056   MT  0.99964625   -0 21 18.2
 CZ2067
 CZ2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2067!SPC AZ C     -   0.99993507  x   0.99990742  =   0.99984250
 CZ2067!UTM  12      -   0.99993507  x   0.99964625  =   0.99958134
 CZ2067
 CZ2067|---------------------------------------------------------------------|
 CZ2067| PID    Reference Object                     Distance      Geod. Az  |
 CZ2067|                                                           dddmmss.s |
 CZ2067| CH4094 AK 46 RM E                            8.853 METERS 08926     |
 CZ2067| CZ2043 FOUR                                APPROX. 3.7 KM 1425120.3 |
 CZ2067| CH4095 AK 46 RM S                            8.829 METERS 17928     |
 CZ2067|---------------------------------------------------------------------|
 CZ2067
 CZ2067                          SUPERSEDED SURVEY CONTROL
 CZ2067
 CZ2067  NAD 83(1986)-  32 51 00.57414(N)    111 39 16.30068(W) AD(       ) 1
 CZ2067  NAD 27      -  32 51 00.36582(N)    111 39 13.84435(W) AD(       ) 1
 CZ2067  NGVD 29 (07/19/86)  443.14   (m)         1453.9    (f) LEVELING    3  
 CZ2067
 CZ2067.Superseded values are not recommended for survey control.
 CZ2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2067.See file dsdata.txt to determine how the superseded data were derived.
 CZ2067
 CZ2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3875334866(NAD 83)
 CZ2067_MARKER: DD = SURVEY DISK
 CZ2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2067+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2067
 CZ2067  HISTORY     - Date     Condition        Report By
 CZ2067  HISTORY     - 1967     MONUMENTED       DMA
 CZ2067  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2067
 CZ2067                          STATION DESCRIPTION
 CZ2067
 CZ2067'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2067'T-7-S.  R-7-E.  IN SECTION 6 NEAR THE NORTHEAST CORNER.
 CZ2067'
 CZ2067'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2067'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2067'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2067'IS STAMPED--AK 46 1967 ARMY MAP SERVICE.
 CZ2067'
 CZ2067'THE STATION MARK IS LOCATED 79 FEET SOUTH OF THE EAST-WEST
 CZ2067'POWERLINE.  106 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2067'ROAD.  55 FEET WEST OF THE CENTERLINE OF IRRIGATION DITCH.  72
 CZ2067'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH FIELD ROAD.  112
 CZ2067'FEET WEST OF NORTH-SOUTH IRRIGATION DITCH.  146 FEET WEST
 CZ2067'OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2067'
 CZ2067'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2067'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2067'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 3.5 MILES TO ROAD
 CZ2067'NORTH AND THE STATION SITE.
 CZ2067
 CZ2067                          STATION RECOVERY (2008)
 CZ2067
 CZ2067'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2066 ***********************************************************************
 CZ2066  DESIGNATION -  AK 47
 CZ2066  PID         -  CZ2066
 CZ2066  STATE/COUNTY-  AZ/PINAL
 CZ2066  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2066
 CZ2066                         *CURRENT SURVEY CONTROL
 CZ2066  ___________________________________________________________________
 CZ2066* NAD 83(1992)-  32 50 08.72371(N)    111 39 16.05597(W)     ADJUSTED  
 CZ2066* NAVD 88     -       446.09   (+/-2cm)    1463.5    (feet)  VERTCON   
 CZ2066  ___________________________________________________________________
 CZ2066  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ2066  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2066  HORZ ORDER  -  FIRST
 CZ2066  VERT ORDER  -  THIRD ? (See Below)
 CZ2066
 CZ2066.The horizontal coordinates were established by classical geodetic methods
 CZ2066.and adjusted by the National Geodetic Survey in August 1993.
 CZ2066
 CZ2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2066.The vertical order pertains to the NGVD 29 superseded value.
 CZ2066
 CZ2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2066
 CZ2066.The geoid height was determined by GEOID03.
 CZ2066
 CZ2066;                    North         East     Units Scale Factor Converg.
 CZ2066;SPC AZ C     -   203,568.733   237,906.938   MT  0.99990743   +0 08 31.8
 CZ2066;SPC AZ C     -   667,876.42    780,534.57   iFT  0.99990743   +0 08 31.8
 CZ2066;UTM  12      - 3,633,268.830   438,749.498   MT  0.99964626   -0 21 17.6
 CZ2066
 CZ2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2066!SPC AZ C     -   0.99993469  x   0.99990743  =   0.99984212
 CZ2066!UTM  12      -   0.99993469  x   0.99964626  =   0.99958097
 CZ2066
 CZ2066|---------------------------------------------------------------------|
 CZ2066| PID    Reference Object                     Distance      Geod. Az  |
 CZ2066|                                                           dddmmss.s |
 CZ2066| CH4096 AK 47 RM E                            8.833 METERS 08935     |
 CZ2066| CZ2043 FOUR                                APPROX. 2.6 KM 1212603.8 |
 CZ2066| CH4097 AK 47 RM S                            8.840 METERS 17937     |
 CZ2066|---------------------------------------------------------------------|
 CZ2066
 CZ2066                          SUPERSEDED SURVEY CONTROL
 CZ2066
 CZ2066  NAD 83(1986)-  32 50 08.71844(N)    111 39 16.05684(W) AD(       ) 1
 CZ2066  NAD 27      -  32 50 08.50861(N)    111 39 13.60225(W) AD(       ) 1
 CZ2066  NGVD 29 (07/19/86)  445.58   (m)         1461.9    (f) LEVELING    3  
 CZ2066
 CZ2066.Superseded values are not recommended for survey control.
 CZ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2066.See file dsdata.txt to determine how the superseded data were derived.
 CZ2066
 CZ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3874933269(NAD 83)
 CZ2066_MARKER: DD = SURVEY DISK
 CZ2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2066
 CZ2066  HISTORY     - Date     Condition        Report By
 CZ2066  HISTORY     - 1967     MONUMENTED       DMA
 CZ2066  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ2066
 CZ2066                          STATION DESCRIPTION
 CZ2066
 CZ2066'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2066'T-7-S.  R-7-E.  IN SECTION 7 NEAR THE NORTHEAST CORNER.
 CZ2066'
 CZ2066'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2066'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2066'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2066'IS STAMPED--AK 47 1967 ARMY MAP SERVICE.
 CZ2066'
 CZ2066'THE STATION MARK IS LOCATED 27 FEET NORTH OF THE CENTERLINE
 CZ2066'OF EAST-NORTHEAST-WEST-SOUTHWEST TRAIL.  36 FEET SOUTH OF THE
 CZ2066'CENTERLINE OF EAST-WEST TRAIL.  63 FEET SOUTH OF THE EXTENDED
 CZ2066'POWERLINE EAST.  81 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2066'IRRIGATION DITCH.
 CZ2066'
 CZ2066'TO REACH FROM THE JUNCTION OF 84 AND 93 (STATE ROUTES IN CASA
 CZ2066'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO PAVED
 CZ2066'ROAD EAST.  TURN LEFT AND GO EAST FOR 4.5 MILES TO ROAD
 CZ2066'SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD.  TURN
 CZ2066'RIGHT AND GO WEST FOR 1.0 MILE TO STATION SITE.
 CZ2066
 CZ2066                          STATION RECOVERY (2007)
 CZ2066
 CZ2066'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2066'A FRAGMENT OF CONCRETE WITH AN IMPRESSION OF A MARK WAS OBSERVED AT
 CZ2066'THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2062 ***********************************************************************
 CZ2062  DESIGNATION -  AK 48
 CZ2062  PID         -  CZ2062
 CZ2062  STATE/COUNTY-  AZ/PINAL
 CZ2062  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2062
 CZ2062                         *CURRENT SURVEY CONTROL
 CZ2062  ___________________________________________________________________
 CZ2062* NAD 83(1992)-  32 49 17.38799(N)    111 39 12.54255(W)     ADJUSTED  
 CZ2062* NAVD 88     -       448.38   (+/-2cm)    1471.1    (feet)  VERTCON   
 CZ2062  ___________________________________________________________________
 CZ2062  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ2062  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ2062  HORZ ORDER  -  FIRST
 CZ2062  VERT ORDER  -  THIRD ? (See Below)
 CZ2062
 CZ2062.The horizontal coordinates were established by classical geodetic methods
 CZ2062.and adjusted by the National Geodetic Survey in August 1993.
 CZ2062
 CZ2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2062.The vertical order pertains to the NGVD 29 superseded value.
 CZ2062
 CZ2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2062
 CZ2062.The geoid height was determined by GEOID03.
 CZ2062
 CZ2062;                    North         East     Units Scale Factor Converg.
 CZ2062;SPC AZ C     -   201,987.666   238,002.241   MT  0.99990749   +0 08 33.5
 CZ2062;SPC AZ C     -   662,689.19    780,847.25   iFT  0.99990749   +0 08 33.5
 CZ2062;UTM  12      - 3,631,687.409   438,831.063   MT  0.99964613   -0 21 15.2
 CZ2062
 CZ2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2062!SPC AZ C     -   0.99993433  x   0.99990749  =   0.99984182
 CZ2062!UTM  12      -   0.99993433  x   0.99964613  =   0.99958048
 CZ2062
 CZ2062:                Primary Azimuth Mark                     Grid Az
 CZ2062:SPC AZ C     -  FOUR                                     084 14 47.7
 CZ2062:UTM  12      -  FOUR                                     084 44 36.4
 CZ2062
 CZ2062|---------------------------------------------------------------------|
 CZ2062| PID    Reference Object                     Distance      Geod. Az  |
 CZ2062|                                                           dddmmss.s |
 CZ2062| CZ2043 FOUR                                APPROX. 2.2 KM 0842321.2 |
 CZ2062| CH4098 AK 48 RM E                            8.833 METERS 08932     |
 CZ2062| CH4099 AK 48 RM S                            8.829 METERS 17933     |
 CZ2062|---------------------------------------------------------------------|
 CZ2062
 CZ2062                          SUPERSEDED SURVEY CONTROL
 CZ2062
 CZ2062  NAD 83(1986)-  32 49 17.38270(N)    111 39 12.54324(W) AD(       ) 1
 CZ2062  NAD 27      -  32 49 17.17149(N)    111 39 10.08951(W) AD(       ) 1
 CZ2062  NGVD 29 (07/19/86)  447.85   (m)         1469.3    (f) LEVELING    3  
 CZ2062
 CZ2062.Superseded values are not recommended for survey control.
 CZ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2062.See file dsdata.txt to determine how the superseded data were derived.
 CZ2062
 CZ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3883131687(NAD 83)
 CZ2062_MARKER: DD = SURVEY DISK
 CZ2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2062
 CZ2062  HISTORY     - Date     Condition        Report By
 CZ2062  HISTORY     - 1967     MONUMENTED       DMA
 CZ2062  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ2062
 CZ2062                          STATION DESCRIPTION
 CZ2062
 CZ2062'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2062'T-7-S.  R-7-E.  IN SECTION 8 NEAR THE SOUTHWEST CORNER.
 CZ2062'
 CZ2062'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2062'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2062'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2062'IS STAMPED--AK 48 1967 ARMY MAP SERVICE.
 CZ2062'
 CZ2062'THE STATION MARK IS LOCATED 90.0 FEET NORTH OF SECTION LINE,
 CZ2062'APPROX. LOCATION.  99.0 FEET EAST OF THE CENTERLINE OF
 CZ2062'NORTH-SOUTH ROAD.
 CZ2062'
 CZ2062'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2062'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 7.7 MILES TO DIM
 CZ2062'ROAD NORTH.  TURN LEFT AND GO NORTH FOR 0.54 MILE ON A VERY
 CZ2062'ROUGH TRAIL TO SECTION CORNER (APPROX. LOCATION, TOP BROKEN OFF)
 CZ2062'AND THE STATION SITE.
 CZ2062
 CZ2062                          STATION RECOVERY (2007)
 CZ2062
 CZ2062'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2062'THE DESCRIBED AREA HAS BEEN DEVELOPED, AND IS NOW A RUNOFF RETENTION
 CZ2062'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2065 ***********************************************************************
 CZ2065  DESIGNATION -  AK 49
 CZ2065  PID         -  CZ2065
 CZ2065  STATE/COUNTY-  AZ/PINAL
 CZ2065  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2065
 CZ2065                         *CURRENT SURVEY CONTROL
 CZ2065  ___________________________________________________________________
 CZ2065* NAD 83(1992)-  32 48 23.27017(N)    111 39 15.04947(W)     ADJUSTED  
 CZ2065* NAVD 88     -       452.84   (+/-2cm)    1485.7    (feet)  VERTCON   
 CZ2065  ___________________________________________________________________
 CZ2065  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CZ2065  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2065  HORZ ORDER  -  FIRST
 CZ2065  VERT ORDER  -  THIRD ? (See Below)
 CZ2065
 CZ2065.The horizontal coordinates were established by classical geodetic methods
 CZ2065.and adjusted by the National Geodetic Survey in August 1993.
 CZ2065
 CZ2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2065.The vertical order pertains to the NGVD 29 superseded value.
 CZ2065
 CZ2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2065
 CZ2065.The geoid height was determined by GEOID03.
 CZ2065
 CZ2065;                    North         East     Units Scale Factor Converg.
 CZ2065;SPC AZ C     -   200,320.516   237,941.177   MT  0.99990745   +0 08 32.0
 CZ2065;SPC AZ C     -   657,219.54    780,646.91   iFT  0.99990745   +0 08 32.0
 CZ2065;UTM  12      - 3,630,021.287   438,755.567   MT  0.99964625   -0 21 16.0
 CZ2065
 CZ2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2065!SPC AZ C     -   0.99993363  x   0.99990745  =   0.99984108
 CZ2065!UTM  12      -   0.99993363  x   0.99964625  =   0.99957990
 CZ2065
 CZ2065:                Primary Azimuth Mark                     Grid Az
 CZ2065:SPC AZ C     -  FOUR                                     049 33 53.9
 CZ2065:UTM  12      -  FOUR                                     050 03 41.9
 CZ2065
 CZ2065|---------------------------------------------------------------------|
 CZ2065| PID    Reference Object                     Distance      Geod. Az  |
 CZ2065|                                                           dddmmss.s |
 CZ2065| CZ2043 FOUR                                APPROX. 2.9 KM 0494225.9 |
 CZ2065| CH4100 AK 49 RM E                            8.834 METERS 08932     |
 CZ2065| CH4101 AK 49 RM S                            8.832 METERS 17936     |
 CZ2065|---------------------------------------------------------------------|
 CZ2065
 CZ2065                          SUPERSEDED SURVEY CONTROL
 CZ2065
 CZ2065  NAD 83(1986)-  32 48 23.26487(N)    111 39 15.05006(W) AD(       ) 1
 CZ2065  NAD 27      -  32 48 23.05244(N)    111 39 12.59781(W) AD(       ) 1
 CZ2065  NGVD 29 (07/19/86)  452.30   (m)         1483.9    (f) LEVELING    3  
 CZ2065
 CZ2065.Superseded values are not recommended for survey control.
 CZ2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2065.See file dsdata.txt to determine how the superseded data were derived.
 CZ2065
 CZ2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3875630021(NAD 83)
 CZ2065_MARKER: DD = SURVEY DISK
 CZ2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2065
 CZ2065  HISTORY     - Date     Condition        Report By
 CZ2065  HISTORY     - 1967     MONUMENTED       DMA
 CZ2065
 CZ2065                          STATION DESCRIPTION
 CZ2065
 CZ2065'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2065'T-7-S.  R-7-E.  IN SECTION 19 NEAR THE NORTHEAST CORNER.
 CZ2065'
 CZ2065'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2065'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2065'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2065'IS STAMPED--AK 49 1967 ARMY MAP SERVICE.
 CZ2065'
 CZ2065'THE STATION MARK IS LOCATED 96 FEET WEST OF THE CENTERLINE OF
 CZ2065'THE NORTH-SOUTH TRAIL.  62 FEET SOUTH OF THE EAST-WEST (CENTERLINE)
 CZ2065'TRAIL.  126.2 FEET SOUTHWEST OF THE SECTION CORNER.
 CZ2065'
 CZ2065'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2065'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2065'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2065'FOR 0.7 MILE TO DIRT ROAD LEFT.  LEADING TO A BARN AND
 CZ2065'CORRAL.  TURN LEFT ON DIRT ROAD AND GO EASTERLY, KEEPING NORTH
 CZ2065'OF BARN FOR 0.8 MILE TO FENCE CORNER.  CONTINUE EASTERLY FOR 0.5
 CZ2065'MILE TO DIM TRAIL NORTH.  TURN LEFT AND GO NORTH ON DIM TRAIL
 CZ2065'FOR 0.2 MILE TO SECTION CORNER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2060 ***********************************************************************
 CZ2060  DESIGNATION -  AK 50
 CZ2060  PID         -  CZ2060
 CZ2060  STATE/COUNTY-  AZ/PINAL
 CZ2060  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2060
 CZ2060                         *CURRENT SURVEY CONTROL
 CZ2060  ___________________________________________________________________
 CZ2060* NAD 83(1992)-  32 47 30.60183(N)    111 39 10.90354(W)     ADJUSTED  
 CZ2060* NAVD 88     -       455.88   (+/-2cm)    1495.7    (feet)  VERTCON   
 CZ2060  ___________________________________________________________________
 CZ2060  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2060  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2060  HORZ ORDER  -  FIRST
 CZ2060  VERT ORDER  -  THIRD ? (See Below)
 CZ2060
 CZ2060.The horizontal coordinates were established by classical geodetic methods
 CZ2060.and adjusted by the National Geodetic Survey in August 1993.
 CZ2060
 CZ2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2060.The vertical order pertains to the NGVD 29 superseded value.
 CZ2060
 CZ2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2060
 CZ2060.The geoid height was determined by GEOID03.
 CZ2060
 CZ2060;                    North         East     Units Scale Factor Converg.
 CZ2060;SPC AZ C     -   198,698.449   238,053.070   MT  0.99990752   +0 08 34.0
 CZ2060;SPC AZ C     -   651,897.80    781,014.01   iFT  0.99990752   +0 08 34.0
 CZ2060;UTM  12      - 3,628,398.735   438,853.373   MT  0.99964610   -0 21 13.3
 CZ2060
 CZ2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2060!SPC AZ C     -   0.99993315  x   0.99990752  =   0.99984068
 CZ2060!UTM  12      -   0.99993315  x   0.99964610  =   0.99957928
 CZ2060
 CZ2060:                Primary Azimuth Mark                     Grid Az
 CZ2060:SPC AZ C     -  FOUR                                     030 54 24.7
 CZ2060:UTM  12      -  FOUR                                     031 24 12.0
 CZ2060
 CZ2060|---------------------------------------------------------------------|
 CZ2060| PID    Reference Object                     Distance      Geod. Az  |
 CZ2060|                                                           dddmmss.s |
 CZ2060| CZ2043 FOUR                                APPROX. 4.1 KM 0310258.7 |
 CZ2060| CH4102 AK 50 RM E                            8.834 METERS 08921     |
 CZ2060| CH4103 AK 50 RM S                            8.853 METERS 17920     |
 CZ2060|---------------------------------------------------------------------|
 CZ2060
 CZ2060                          SUPERSEDED SURVEY CONTROL
 CZ2060
 CZ2060  NAD 83(1986)-  32 47 30.59653(N)    111 39 10.90400(W) AD(       ) 1
 CZ2060  NAD 27      -  32 47 30.38269(N)    111 39 08.45344(W) AD(       ) 1
 CZ2060  NGVD 29 (07/19/86)  455.33   (m)         1493.9    (f) LEVELING    3  
 CZ2060
 CZ2060.Superseded values are not recommended for survey control.
 CZ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2060.See file dsdata.txt to determine how the superseded data were derived.
 CZ2060
 CZ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3885328399(NAD 83)
 CZ2060_MARKER: DD = SURVEY DISK
 CZ2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2060
 CZ2060  HISTORY     - Date     Condition        Report By
 CZ2060  HISTORY     - 1967     MONUMENTED       DMA
 CZ2060  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2060
 CZ2060                          STATION DESCRIPTION
 CZ2060
 CZ2060'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2060'T-7-S.  R-7-E.  IN SECTION 29 NEAR THE NORTHWEST CORNER.
 CZ2060'
 CZ2060'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2060'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2060'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2060'IS STAMPED--AK 50 1967 ARMY MAP SERVICE.
 CZ2060'
 CZ2060'THE STATION MARK IS LOCATED 316.7 FEET EAST-SOUTHEAST OF SECTION
 CZ2060'CORNER.  44 FEET SOUTH OF NORTH LINE OF LOT 7.
 CZ2060'
 CZ2060'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2060'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2060'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2060'FOR 2.2 MILES TO DIM ROAD EAST.  TURN LEFT AND GO EAST ON DIM
 CZ2060'ROAD FOR 1.0 MILE TO SECTION CORNER AND THE STATION SITE.
 CZ2060
 CZ2060                          STATION RECOVERY (2008)
 CZ2060
 CZ2060'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2060'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2060'MARK. THE ADJUSTED CO-ORDINATES POINT TO A HEAVILY ERODED AREA ON THE
 CZ2060'EDGE OF A BORROW PIT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2061 ***********************************************************************
 CZ2061  DESIGNATION -  AK 51
 CZ2061  PID         -  CZ2061
 CZ2061  STATE/COUNTY-  AZ/PINAL
 CZ2061  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2061
 CZ2061                         *CURRENT SURVEY CONTROL
 CZ2061  ___________________________________________________________________
 CZ2061* NAD 83(1992)-  32 46 36.76525(N)    111 39 12.23960(W)     ADJUSTED  
 CZ2061* NAVD 88     -       459.22   (+/-2cm)    1506.6    (feet)  VERTCON   
 CZ2061  ___________________________________________________________________
 CZ2061  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ2061  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2061  HORZ ORDER  -  FIRST
 CZ2061  VERT ORDER  -  THIRD ? (See Below)
 CZ2061
 CZ2061.The horizontal coordinates were established by classical geodetic methods
 CZ2061.and adjusted by the National Geodetic Survey in August 1993.
 CZ2061
 CZ2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2061.The vertical order pertains to the NGVD 29 superseded value.
 CZ2061
 CZ2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2061
 CZ2061.The geoid height was determined by GEOID03.
 CZ2061
 CZ2061;                    North         East     Units Scale Factor Converg.
 CZ2061;SPC AZ C     -   197,040.046   238,022.435   MT  0.99990750   +0 08 33.1
 CZ2061;SPC AZ C     -   646,456.84    780,913.50   iFT  0.99990750   +0 08 33.1
 CZ2061;UTM  12      - 3,626,741.093   438,808.384   MT  0.99964617   -0 21 13.5
 CZ2061
 CZ2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2061!SPC AZ C     -   0.99993263  x   0.99990750  =   0.99984014
 CZ2061!UTM  12      -   0.99993263  x   0.99964617  =   0.99957883
 CZ2061
 CZ2061:                Primary Azimuth Mark                     Grid Az
 CZ2061:SPC AZ C     -  FOUR                                     022 24 29.2
 CZ2061:UTM  12      -  FOUR                                     022 54 15.8
 CZ2061
 CZ2061|---------------------------------------------------------------------|
 CZ2061| PID    Reference Object                     Distance      Geod. Az  |
 CZ2061|                                                           dddmmss.s |
 CZ2061| CZ2043 FOUR                                APPROX. 5.6 KM 0223302.3 |
 CZ2061| CH4104 AK 51 RM E                            8.836 METERS 08922     |
 CZ2061| CH4105 AK 51 RM S                            8.835 METERS 17919     |
 CZ2061|---------------------------------------------------------------------|
 CZ2061
 CZ2061                          SUPERSEDED SURVEY CONTROL
 CZ2061
 CZ2061  NAD 83(1986)-  32 46 36.75995(N)    111 39 12.23993(W) AD(       ) 1
 CZ2061  NAD 27      -  32 46 36.54477(N)    111 39 09.79093(W) AD(       ) 1
 CZ2061  NGVD 29 (07/19/86)  458.66   (m)         1504.8    (f) LEVELING    3  
 CZ2061
 CZ2061.Superseded values are not recommended for survey control.
 CZ2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2061.See file dsdata.txt to determine how the superseded data were derived.
 CZ2061
 CZ2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3880826741(NAD 83)
 CZ2061_MARKER: DD = SURVEY DISK
 CZ2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2061+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2061
 CZ2061  HISTORY     - Date     Condition        Report By
 CZ2061  HISTORY     - 1966     MONUMENTED       DMA
 CZ2061  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2061
 CZ2061                          STATION DESCRIPTION
 CZ2061
 CZ2061'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2061'T-7-S.  R-7-E.  IN SECTION 32 NEAR THE NORTHWEST CORNER.
 CZ2061'
 CZ2061'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2061'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2061'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2061'IS STAMPED--AK 51 1966 ARMY MAP SERVICE.
 CZ2061'
 CZ2061'THE STATION MARK IS LOCATED 242 FEET SOUTH OF THE CENTERLINE
 CZ2061'OF EAST-WEST ROAD.  130 FEET EAST OF THE CENTERLINE OF
 CZ2061'NORTH-SOUTH ROAD.  81 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2061'LEVEE.  202 FEET SOUTH OF THE CENTERLINE OF EAST-WEST LEVEE.
 CZ2061'
 CZ2061'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2061'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2061'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2061'FOR 3.2 MILES TO CROSSROAD.  TURN LEFT AND GO EAST 1.0 MILE
 CZ2061'TO THE STATION SITE.
 CZ2061
 CZ2061                          STATION RECOVERY (2008)
 CZ2061
 CZ2061'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2064 ***********************************************************************
 CZ2064  DESIGNATION -  AK 52
 CZ2064  PID         -  CZ2064
 CZ2064  STATE/COUNTY-  AZ/PINAL
 CZ2064  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2064
 CZ2064                         *CURRENT SURVEY CONTROL
 CZ2064  ___________________________________________________________________
 CZ2064* NAD 83(1992)-  32 45 40.71510(N)    111 39 14.16016(W)     ADJUSTED  
 CZ2064* NAVD 88     -       461.31   (+/-2cm)    1513.5    (feet)  VERTCON   
 CZ2064  ___________________________________________________________________
 CZ2064  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CZ2064  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2064  HORZ ORDER  -  FIRST
 CZ2064  VERT ORDER  -  THIRD ? (See Below)
 CZ2064
 CZ2064.The horizontal coordinates were established by classical geodetic methods
 CZ2064.and adjusted by the National Geodetic Survey in August 1993.
 CZ2064
 CZ2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2064.The vertical order pertains to the NGVD 29 superseded value.
 CZ2064
 CZ2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2064
 CZ2064.The geoid height was determined by GEOID03.
 CZ2064
 CZ2064;                    North         East     Units Scale Factor Converg.
 CZ2064;SPC AZ C     -   195,313.426   237,976.744   MT  0.99990747   +0 08 31.8
 CZ2064;SPC AZ C     -   640,792.08    780,763.60   iFT  0.99990747   +0 08 31.8
 CZ2064;UTM  12      - 3,625,015.384   438,747.758   MT  0.99964626   -0 21 14.0
 CZ2064
 CZ2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2064!SPC AZ C     -   0.99993231  x   0.99990747  =   0.99983978
 CZ2064!UTM  12      -   0.99993231  x   0.99964626  =   0.99957859
 CZ2064
 CZ2064:                Primary Azimuth Mark                     Grid Az
 CZ2064:SPC AZ C     -  FOUR                                     017 31 05.8
 CZ2064:UTM  12      -  FOUR                                     018 00 51.6
 CZ2064
 CZ2064|---------------------------------------------------------------------|
 CZ2064| PID    Reference Object                     Distance      Geod. Az  |
 CZ2064|                                                           dddmmss.s |
 CZ2064| CZ2043 FOUR                                APPROX. 7.2 KM 0173937.6 |
 CZ2064| CH4106 AK 52 RM E                            8.835 METERS 08940     |
 CZ2064| CH4107 AK 52 RM S                            8.835 METERS 17938     |
 CZ2064|---------------------------------------------------------------------|
 CZ2064
 CZ2064                          SUPERSEDED SURVEY CONTROL
 CZ2064
 CZ2064  NAD 83(1986)-  32 45 40.70980(N)    111 39 14.16038(W) AD(       ) 1
 CZ2064  NAD 27      -  32 45 40.49343(N)    111 39 11.71225(W) AD(       ) 1
 CZ2064  NGVD 29 (07/19/86)  460.75   (m)         1511.6    (f) LEVELING    3  
 CZ2064
 CZ2064.Superseded values are not recommended for survey control.
 CZ2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2064.See file dsdata.txt to determine how the superseded data were derived.
 CZ2064
 CZ2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3874825015(NAD 83)
 CZ2064_MARKER: DD = SURVEY DISK
 CZ2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2064
 CZ2064  HISTORY     - Date     Condition        Report By
 CZ2064  HISTORY     - 1966     MONUMENTED       DMA
 CZ2064  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2064
 CZ2064                          STATION DESCRIPTION
 CZ2064
 CZ2064'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2064'T-8-S.  R-7-E.  IN SECTION 5 NEAR THE NORTHWEST CORNER.
 CZ2064'
 CZ2064'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2064'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2064'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2064'IS STAMPED--AK 52 1966 ARMY MAP SERVICE.
 CZ2064'
 CZ2064'THE STATION MARK IS LOCATED 607 FEET SOUTH OF THE CENTERLINE
 CZ2064'OF EAST-WEST ROAD.  109 FEET EAST OF THE CENTERLINE OF
 CZ2064'NORTH-SOUTH ROAD.  51 FEET EAST OF THE CENTERLINE OF THE
 CZ2064'NORTH-SOUTH IRRIGATION DITCH.
 CZ2064'
 CZ2064'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2064'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2064'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY
 CZ2064'ROAD FOR 4.2 MILES TO CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0
 CZ2064'MILE TO THE STATION SITE.
 CZ2064'
 CZ2064'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL WILL
 CZ2064'BE CONSTRUCTED, CENTERED ON THIS STATION.
 CZ2064
 CZ2064                          STATION RECOVERY (2008)
 CZ2064
 CZ2064'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2064'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2064'MARK. THE ADJUSTED CO-ORDINATES POINT TO A GRADED GRAVEL PARKING LOT.
 CZ2064'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2162 ***********************************************************************
 CZ2162  DESIGNATION -  AK 53
 CZ2162  PID         -  CZ2162
 CZ2162  STATE/COUNTY-  AZ/PINAL
 CZ2162  USGS QUAD   -  ELOY NW (1981)
 CZ2162
 CZ2162                         *CURRENT SURVEY CONTROL
 CZ2162  ___________________________________________________________________
 CZ2162* NAD 83(1992)-  32 44 54.16240(N)    111 39 16.12814(W)     ADJUSTED  
 CZ2162* NAVD 88     -       464.06   (+/-2cm)    1522.5    (feet)  VERTCON   
 CZ2162  ___________________________________________________________________
 CZ2162  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CZ2162  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2162  HORZ ORDER  -  FIRST
 CZ2162  VERT ORDER  -  THIRD ? (See Below)
 CZ2162
 CZ2162.The horizontal coordinates were established by classical geodetic methods
 CZ2162.and adjusted by the National Geodetic Survey in August 1993.
 CZ2162
 CZ2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2162.The vertical order pertains to the NGVD 29 superseded value.
 CZ2162
 CZ2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2162
 CZ2162.The geoid height was determined by GEOID03.
 CZ2162
 CZ2162;                    North         East     Units Scale Factor Converg.
 CZ2162;SPC AZ C     -   193,879.353   237,929.075   MT  0.99990744   +0 08 30.6
 CZ2162;SPC AZ C     -   636,087.12    780,607.20   iFT  0.99990744   +0 08 30.6
 CZ2162;UTM  12      - 3,623,582.152   438,687.693   MT  0.99964635   -0 21 14.6
 CZ2162
 CZ2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2162!SPC AZ C     -   0.99993188  x   0.99990744  =   0.99983933
 CZ2162!UTM  12      -   0.99993188  x   0.99964635  =   0.99957825
 CZ2162
 CZ2162|---------------------------------------------------------------------|
 CZ2162| PID    Reference Object                     Distance      Geod. Az  |
 CZ2162|                                                           dddmmss.s |
 CZ2162| CH4108 AK 53 RM E                            8.834 METERS 08922     |
 CZ2162| CH4109 AK 53 RM S                            8.832 METERS 17925     |
 CZ2162| CZ2047 CASA GRANDE 2                       APPROX. 9.7 KM 3251631.1 |
 CZ2162|---------------------------------------------------------------------|
 CZ2162
 CZ2162                          SUPERSEDED SURVEY CONTROL
 CZ2162
 CZ2162  NAD 83(1986)-  32 44 54.15710(N)    111 39 16.12825(W) AD(       ) 1
 CZ2162  NAD 27      -  32 44 53.93952(N)    111 39 13.68128(W) AD(       ) 1
 CZ2162  NGVD 29 (07/19/86)  463.49   (m)         1520.6    (f) LEVELING    3  
 CZ2162
 CZ2162.Superseded values are not recommended for survey control.
 CZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2162.See file dsdata.txt to determine how the superseded data were derived.
 CZ2162
 CZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3868823582(NAD 83)
 CZ2162_MARKER: DD = SURVEY DISK
 CZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2162
 CZ2162  HISTORY     - Date     Condition        Report By
 CZ2162  HISTORY     - 1966     MONUMENTED       DMA
 CZ2162  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2162
 CZ2162                          STATION DESCRIPTION
 CZ2162
 CZ2162'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2162'T-8-S.  R-7-E.  IN SECTION 8 NEAR THE NORTHWEST CORNER.
 CZ2162'
 CZ2162'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2162'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2162'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE
 CZ2162'GROUND.  THE MARK IS STAMPED--AK 53 1966 ARMY MAP SERVICE.
 CZ2162'
 CZ2162'THE STATION MARK IS LOCATED 120 FEET SOUTHEAST OF THE SECTION
 CZ2162'CORNER.  101 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2162'ROAD.  66 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH DITCH.
 CZ2162'
 CZ2162'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2162'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2162'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY
 CZ2162'ROAD FOR 4.2 MILES TO CROSSROAD.  TURN LEFT AND GO 1.0 MILE EAST
 CZ2162'TO DIM ROAD SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO THE
 CZ2162'STATION SITE.
 CZ2162
 CZ2162                          STATION RECOVERY (2008)
 CZ2162
 CZ2162'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2162'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2162'MARK. THE ADJUSTED CO-ORDINATES POINT TO A GRADED LOT IN A PRIVATE
 CZ2162'YARD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2161 ***********************************************************************
 CZ2161  DESIGNATION -  AK 54
 CZ2161  PID         -  CZ2161
 CZ2161  STATE/COUNTY-  AZ/PINAL
 CZ2161  USGS QUAD   -  ELOY NW (1981)
 CZ2161
 CZ2161                         *CURRENT SURVEY CONTROL
 CZ2161  ___________________________________________________________________
 CZ2161* NAD 83(1992)-  32 44 01.13772(N)    111 39 15.85177(W)     ADJUSTED  
 CZ2161* NAVD 88     -       466.85   (+/-2cm)    1531.7    (feet)  VERTCON   
 CZ2161  ___________________________________________________________________
 CZ2161  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CZ2161  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2161  HORZ ORDER  -  FIRST
 CZ2161  VERT ORDER  -  THIRD ? (See Below)
 CZ2161
 CZ2161.The horizontal coordinates were established by classical geodetic methods
 CZ2161.and adjusted by the National Geodetic Survey in August 1993.
 CZ2161
 CZ2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2161.The vertical order pertains to the NGVD 29 superseded value.
 CZ2161
 CZ2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2161
 CZ2161.The geoid height was determined by GEOID03.
 CZ2161
 CZ2161;                    North         East     Units Scale Factor Converg.
 CZ2161;SPC AZ C     -   192,246.074   237,940.312   MT  0.99990745   +0 08 30.5
 CZ2161;SPC AZ C     -   630,728.59    780,644.07   iFT  0.99990745   +0 08 30.5
 CZ2161;UTM  12      - 3,621,949.263   438,684.798   MT  0.99964636   -0 21 13.9
 CZ2161
 CZ2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2161!SPC AZ C     -   0.99993145  x   0.99990745  =   0.99983890
 CZ2161!UTM  12      -   0.99993145  x   0.99964636  =   0.99957783
 CZ2161
 CZ2161|---------------------------------------------------------------------|
 CZ2161| PID    Reference Object                     Distance      Geod. Az  |
 CZ2161|                                                           dddmmss.s |
 CZ2161| CH4110 AK 54 RM E                            8.835 METERS 08930     |
 CZ2161| CH4111 AK 54 RM S                            8.834 METERS 17927     |
 CZ2161| CZ2169 AJ 54                               APPROX. 1.6 KM 2731047.5 |
 CZ2161|---------------------------------------------------------------------|
 CZ2161
 CZ2161                          SUPERSEDED SURVEY CONTROL
 CZ2161
 CZ2161  NAD 83(1986)-  32 44 01.13241(N)    111 39 15.85176(W) AD(       ) 1
 CZ2161  NAD 27      -  32 44 00.91332(N)    111 39 13.40621(W) AD(       ) 1
 CZ2161  NGVD 29 (07/19/86)  466.28   (m)         1529.8    (f) LEVELING    3  
 CZ2161
 CZ2161.Superseded values are not recommended for survey control.
 CZ2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2161.See file dsdata.txt to determine how the superseded data were derived.
 CZ2161
 CZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3868521949(NAD 83)
 CZ2161_MARKER: DD = SURVEY DISK
 CZ2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2161+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2161
 CZ2161  HISTORY     - Date     Condition        Report By
 CZ2161  HISTORY     - 1966     MONUMENTED       DMA
 CZ2161  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2161
 CZ2161                          STATION DESCRIPTION
 CZ2161
 CZ2161'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2161'T-8-S.  R-7-E.  IN SECTION 17 NEAR THE NORTHWEST CORNER.
 CZ2161'
 CZ2161'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2161'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2161'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2161'IS STAMPED--AK 54 1966 ARMY MAP SERVICE.
 CZ2161'
 CZ2161'THE STATION MARK IS LOCATED 64.0 FEET EAST OF THE CENTERLINE OF
 CZ2161'NORTH-SOUTH IRRIGATION DITCH.  74.0 FEET SOUTH OF EAST-WEST
 CZ2161'FENCE.  145.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2161'ROAD.  122.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2161'
 CZ2161'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2161'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2161'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 4.0
 CZ2161'MILES TO MILLIGAN ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO
 CZ2161'CROSSROAD AND THE STATION SITE.
 CZ2161
 CZ2161                          STATION RECOVERY (2008)
 CZ2161
 CZ2161'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2164 ***********************************************************************
 CZ2164  DESIGNATION -  AK 55
 CZ2164  PID         -  CZ2164
 CZ2164  STATE/COUNTY-  AZ/PINAL
 CZ2164  USGS QUAD   -  ELOY NW (1981)
 CZ2164
 CZ2164                         *CURRENT SURVEY CONTROL
 CZ2164  ___________________________________________________________________
 CZ2164* NAD 83(1992)-  32 43 15.26784(N)    111 39 20.34961(W)     ADJUSTED  
 CZ2164* NAVD 88     -       468.42   (+/-2cm)    1536.8    (feet)  VERTCON   
 CZ2164  ___________________________________________________________________
 CZ2164  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2164  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2164  HORZ ORDER  -  FIRST
 CZ2164  VERT ORDER  -  THIRD ? (See Below)
 CZ2164
 CZ2164.The horizontal coordinates were established by classical geodetic methods
 CZ2164.and adjusted by the National Geodetic Survey in August 1993.
 CZ2164
 CZ2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2164.The vertical order pertains to the NGVD 29 superseded value.
 CZ2164
 CZ2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2164
 CZ2164.The geoid height was determined by GEOID03.
 CZ2164
 CZ2164;                    North         East     Units Scale Factor Converg.
 CZ2164;SPC AZ C     -   190,832.878   237,826.693   MT  0.99990738   +0 08 27.9
 CZ2164;SPC AZ C     -   626,092.12    780,271.30   iFT  0.99990738   +0 08 27.9
 CZ2164;UTM  12      - 3,620,537.471   438,558.992   MT  0.99964655   -0 21 15.9
 CZ2164
 CZ2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2164!SPC AZ C     -   0.99993120  x   0.99990738  =   0.99983859
 CZ2164!UTM  12      -   0.99993120  x   0.99964655  =   0.99957777
 CZ2164
 CZ2164|---------------------------------------------------------------------|
 CZ2164| PID    Reference Object                     Distance      Geod. Az  |
 CZ2164|                                                           dddmmss.s |
 CZ2164| CH4112 AK 55 RM E                            8.836 METERS 08921     |
 CZ2164| CZ2154 AL 55                               APPROX. 1.7 KM 0964255.0 |
 CZ2164| CH4113 AK 55 RM S                            8.835 METERS 17927     |
 CZ2164|---------------------------------------------------------------------|
 CZ2164
 CZ2164                          SUPERSEDED SURVEY CONTROL
 CZ2164
 CZ2164  NAD 83(1986)-  32 43 15.26254(N)    111 39 20.34951(W) AD(       ) 1
 CZ2164  NAD 27      -  32 43 15.04214(N)    111 39 17.90485(W) AD(       ) 1
 CZ2164  NGVD 29 (07/19/86)  467.85   (m)         1534.9    (f) LEVELING    3  
 CZ2164
 CZ2164.Superseded values are not recommended for survey control.
 CZ2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2164.See file dsdata.txt to determine how the superseded data were derived.
 CZ2164
 CZ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3855920537(NAD 83)
 CZ2164_MARKER: DD = SURVEY DISK
 CZ2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2164+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2164
 CZ2164  HISTORY     - Date     Condition        Report By
 CZ2164  HISTORY     - 1966     MONUMENTED       DMA
 CZ2164  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2164
 CZ2164                          STATION DESCRIPTION
 CZ2164
 CZ2164'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2164'T-8-S.  R-7-E-.  IN SECTION 18 NEAR THE SOUTHEAST CORNER.
 CZ2164'
 CZ2164'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2164'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2164'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2164'STAMPED--AK 55 1966 ARMY MAP SERVICE.
 CZ2164'
 CZ2164'THE STATION MARK IS LOCATED 81.0 FEET SOUTH OF THE CENTERLINE
 CZ2164'OF A EAST-WEST BLADED ROAD.  230.0 FEET WEST OF A NORTH-SOUTH
 CZ2164'POWERLINE.  257.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2164'ROAD.  579.0 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2164'548.0 FEET NORTH OF EAST-WEST POWERLINE.
 CZ2164'
 CZ2164'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2164'GRAND, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2164'(TOLTEC).  TURN RIGHT AND GO ON TOLTEC HIGHWAY SOUTH FOR 5.0
 CZ2164'MILES TO PHILLIPS ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES
 CZ2164'TO THE STATION SITE.
 CZ2164
 CZ2164                          STATION RECOVERY (2008)
 CZ2164
 CZ2164'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2200 ***********************************************************************
 CZ2200  DESIGNATION -  AK 56
 CZ2200  PID         -  CZ2200
 CZ2200  STATE/COUNTY-  AZ/PINAL
 CZ2200  USGS QUAD   -  ELOY NW (1981)
 CZ2200
 CZ2200                         *CURRENT SURVEY CONTROL
 CZ2200  ___________________________________________________________________
 CZ2200* NAD 83(1992)-  32 42 17.91253(N)    111 39 16.20144(W)     ADJUSTED  
 CZ2200* NAVD 88     -       472.43   (+/-2cm)    1550.0    (feet)  VERTCON   
 CZ2200  ___________________________________________________________________
 CZ2200  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CZ2200  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2200  HORZ ORDER  -  FIRST
 CZ2200  VERT ORDER  -  THIRD ? (See Below)
 CZ2200
 CZ2200.The horizontal coordinates were established by classical geodetic methods
 CZ2200.and adjusted by the National Geodetic Survey in August 1993.
 CZ2200
 CZ2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2200.The vertical order pertains to the NGVD 29 superseded value.
 CZ2200
 CZ2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2200
 CZ2200.The geoid height was determined by GEOID03.
 CZ2200
 CZ2200;                    North         East     Units Scale Factor Converg.
 CZ2200;SPC AZ C     -   189,066.461   237,939.073   MT  0.99990745   +0 08 29.9
 CZ2200;SPC AZ C     -   620,296.79    780,640.00   iFT  0.99990745   +0 08 29.9
 CZ2200;UTM  12      - 3,618,770.610   438,656.069   MT  0.99964640   -0 21 13.1
 CZ2200
 CZ2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2200!SPC AZ C     -   0.99993057  x   0.99990745  =   0.99983803
 CZ2200!UTM  12      -   0.99993057  x   0.99964640  =   0.99957700
 CZ2200
 CZ2200|---------------------------------------------------------------------|
 CZ2200| PID    Reference Object                     Distance      Geod. Az  |
 CZ2200|                                                           dddmmss.s |
 CZ2200| CH4114 AK 56 RM E                            8.824 METERS 08859     |
 CZ2200| CH4115 AK 56 RM S                            8.834 METERS 17904     |
 CZ2200| CZ2168 AJ 56                               APPROX. 1.6 KM 2675327.0 |
 CZ2200|---------------------------------------------------------------------|
 CZ2200
 CZ2200                          SUPERSEDED SURVEY CONTROL
 CZ2200
 CZ2200  NAD 83(1986)-  32 42 17.90724(N)    111 39 16.20121(W) AD(       ) 1
 CZ2200  NAD 27      -  32 42 17.68498(N)    111 39 13.75797(W) AD(       ) 1
 CZ2200  NGVD 29 (07/19/86)  471.86   (m)         1548.1    (f) LEVELING    3  
 CZ2200
 CZ2200.Superseded values are not recommended for survey control.
 CZ2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2200.See file dsdata.txt to determine how the superseded data were derived.
 CZ2200
 CZ2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3865618771(NAD 83)
 CZ2200_MARKER: DD = SURVEY DISK
 CZ2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2200+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2200
 CZ2200  HISTORY     - Date     Condition        Report By
 CZ2200  HISTORY     - 1966     MONUMENTED       DMA
 CZ2200  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2200  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2200
 CZ2200                          STATION DESCRIPTION
 CZ2200
 CZ2200'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2200'T-8-S.  R-7-E.  IN SECTION 20 NEAR THE SOUTHWEST CORNER.
 CZ2200'
 CZ2200'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2200'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2200'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AK
 CZ2200'56 1966 ARMY MAP SERVICE.
 CZ2200'
 CZ2200'THE STATION MARK IS LOCATED 68.0 FEET NORTH OF THE CENTERLINE
 CZ2200'OF EAST-WEST ROAD.  80.0 FEET EAST OF THE CENTERLINE OF
 CZ2200'NORTH-SOUTH ROAD.  102.0 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2200'
 CZ2200'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2200'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2200'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 5.0
 CZ2200'MILES TO PHILLIPS ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO
 CZ2200'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE AND THE
 CZ2200'STATION SITE.
 CZ2200
 CZ2200                          STATION RECOVERY (1968)
 CZ2200
 CZ2200'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2200'AMS FIELD PARTY FOUND THE MARK HAS BEEN DESTROYED.
 CZ2200
 CZ2200                          STATION RECOVERY (2008)
 CZ2200
 CZ2200'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2163 ***********************************************************************
 CZ2163  DESIGNATION -  AK 57
 CZ2163  PID         -  CZ2163
 CZ2163  STATE/COUNTY-  AZ/PINAL
 CZ2163  USGS QUAD   -  ELOY NW (1981)
 CZ2163
 CZ2163                         *CURRENT SURVEY CONTROL
 CZ2163  ___________________________________________________________________
 CZ2163* NAD 83(1992)-  32 41 25.09331(N)    111 39 18.25118(W)     ADJUSTED  
 CZ2163* NAVD 88     -       474.69   (+/-2cm)    1557.4    (feet)  VERTCON   
 CZ2163  ___________________________________________________________________
 CZ2163  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CZ2163  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2163  HORZ ORDER  -  FIRST
 CZ2163  VERT ORDER  -  THIRD ? (See Below)
 CZ2163
 CZ2163.The horizontal coordinates were established by classical geodetic methods
 CZ2163.and adjusted by the National Geodetic Survey in August 1993.
 CZ2163
 CZ2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2163.The vertical order pertains to the NGVD 29 superseded value.
 CZ2163
 CZ2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2163
 CZ2163.The geoid height was determined by GEOID03.
 CZ2163
 CZ2163;                    North         East     Units Scale Factor Converg.
 CZ2163;SPC AZ C     -   187,439.373   237,889.704   MT  0.99990742   +0 08 28.6
 CZ2163;SPC AZ C     -   614,958.57    780,478.03   iFT  0.99990742   +0 08 28.6
 CZ2163;UTM  12      - 3,617,144.434   438,592.657   MT  0.99964650   -0 21 13.7
 CZ2163
 CZ2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2163!SPC AZ C     -   0.99993022  x   0.99990742  =   0.99983765
 CZ2163!UTM  12      -   0.99993022  x   0.99964650  =   0.99957674
 CZ2163
 CZ2163|---------------------------------------------------------------------|
 CZ2163| PID    Reference Object                     Distance      Geod. Az  |
 CZ2163|                                                           dddmmss.s |
 CZ2163| CH4116 AK 57 RM E                            8.839 METERS 08917     |
 CZ2163| CZ2156 AL 57                               APPROX. 1.7 KM 0913915.6 |
 CZ2163| CH4117 AK 57 RM S                            8.839 METERS 17916     |
 CZ2163|---------------------------------------------------------------------|
 CZ2163
 CZ2163                          SUPERSEDED SURVEY CONTROL
 CZ2163
 CZ2163  NAD 83(1986)-  32 41 25.08802(N)    111 39 18.25083(W) AD(       ) 1
 CZ2163  NAD 27      -  32 41 24.86430(N)    111 39 15.80896(W) AD(       ) 1
 CZ2163  NGVD 29 (07/19/86)  474.12   (m)         1555.5    (f) LEVELING    3  
 CZ2163
 CZ2163.Superseded values are not recommended for survey control.
 CZ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2163.See file dsdata.txt to determine how the superseded data were derived.
 CZ2163
 CZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3859317144(NAD 83)
 CZ2163_MARKER: DD = SURVEY DISK
 CZ2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2163_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2163+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2163
 CZ2163  HISTORY     - Date     Condition        Report By
 CZ2163  HISTORY     - 1966     MONUMENTED       DMA
 CZ2163  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2163
 CZ2163                          STATION DESCRIPTION
 CZ2163
 CZ2163'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2163'T-8-S.  R-7-E.  IN SECTION 30 NEAR THE SOUTHEAST CORNER.
 CZ2163'
 CZ2163'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2163'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2163'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2163'IS STAMPED--AK 57 1966 ARMY MAP SERVICE.
 CZ2163'
 CZ2163'THE STATION MARK IS LOCATED 47.0 FEET WEST OF NORTH-SOUTH
 CZ2163'FENCE.  69.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  96.0
 CZ2163'FEET NORTHWEST OF THE INTERSECTING CENTERLINES OF ROAD NORTH AND
 CZ2163'ROAD EAST.
 CZ2163'
 CZ2163'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2163'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2163'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 7.0
 CZ2163'MILES TO NUTT ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES TO THE
 CZ2163'STATION SITE.
 CZ2163
 CZ2163                          STATION RECOVERY (2008)
 CZ2163
 CZ2163'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2160 ***********************************************************************
 CZ2160  DESIGNATION -  AK 58
 CZ2160  PID         -  CZ2160
 CZ2160  STATE/COUNTY-  AZ/PINAL
 CZ2160  USGS QUAD   -  ELOY NW (1981)
 CZ2160
 CZ2160                         *CURRENT SURVEY CONTROL
 CZ2160  ___________________________________________________________________
 CZ2160* NAD 83(1992)-  32 40 32.17792(N)    111 39 15.66417(W)     ADJUSTED  
 CZ2160* NAVD 88     -       478.34   (+/-2cm)    1569.4    (feet)  VERTCON   
 CZ2160  ___________________________________________________________________
 CZ2160  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CZ2160  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2160  HORZ ORDER  -  FIRST
 CZ2160  VERT ORDER  -  THIRD ? (See Below)
 CZ2160
 CZ2160.The horizontal coordinates were established by classical geodetic methods
 CZ2160.and adjusted by the National Geodetic Survey in August 1993.
 CZ2160
 CZ2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2160.The vertical order pertains to the NGVD 29 superseded value.
 CZ2160
 CZ2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2160
 CZ2160.The geoid height was determined by GEOID03.
 CZ2160
 CZ2160;                    North         East     Units Scale Factor Converg.
 CZ2160;SPC AZ C     -   185,809.624   237,961.118   MT  0.99990746   +0 08 29.8
 CZ2160;SPC AZ C     -   609,611.63    780,712.33   iFT  0.99990746   +0 08 29.8
 CZ2160;UTM  12      - 3,615,514.555   438,649.973   MT  0.99964641   -0 21 11.8
 CZ2160
 CZ2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2160!SPC AZ C     -   0.99992965  x   0.99990746  =   0.99983711
 CZ2160!UTM  12      -   0.99992965  x   0.99964641  =   0.99957608
 CZ2160
 CZ2160|---------------------------------------------------------------------|
 CZ2160| PID    Reference Object                     Distance      Geod. Az  |
 CZ2160|                                                           dddmmss.s |
 CZ2160| CH4118 AK 58 RM E                            8.834 METERS 08919     |
 CZ2160| CH4119 AK 58 RM S                            8.837 METERS 17919     |
 CZ2160| CZ2165 AJ 58                               APPROX. 1.6 KM 2695747.9 |
 CZ2160|---------------------------------------------------------------------|
 CZ2160
 CZ2160                          SUPERSEDED SURVEY CONTROL
 CZ2160
 CZ2160  NAD 83(1986)-  32 40 32.17263(N)    111 39 15.66369(W) AD(       ) 1
 CZ2160  NAD 27      -  32 40 31.94730(N)    111 39 13.22302(W) AD(       ) 1
 CZ2160  NGVD 29 (07/19/86)  477.78   (m)         1567.5    (f) LEVELING    3  
 CZ2160
 CZ2160.Superseded values are not recommended for survey control.
 CZ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2160.See file dsdata.txt to determine how the superseded data were derived.
 CZ2160
 CZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3865015515(NAD 83)
 CZ2160_MARKER: DD = SURVEY DISK
 CZ2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2160
 CZ2160  HISTORY     - Date     Condition        Report By
 CZ2160  HISTORY     - 1966     MONUMENTED       DMA
 CZ2160  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2160
 CZ2160                          STATION DESCRIPTION
 CZ2160
 CZ2160'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2160'T-8-S.  R-7-E.  IN SECTION 32 NEAR THE SOUTHWEST CORNER.
 CZ2160'
 CZ2160'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2160'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2160'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2160'STAMPED--AK 58 1966 ARMY MAP SERVICE.
 CZ2160'
 CZ2160'THE STATION MARK IS LOCATED 53 FEET NORTH OF EAST-WEST
 CZ2160'POWERLINE.  84 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD.  66
 CZ2160'FEET EAST OF NORTH-SOUTH FENCE.
 CZ2160'
 CZ2160'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2160'GRANDE, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES (TOLTEC).  TURN
 CZ2160'RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 8.0 MILES TO HARMON
 CZ2160'ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MILES AND THE STATION SITE.
 CZ2160
 CZ2160                          STATION RECOVERY (2006)
 CZ2160
 CZ2160'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2160'THE ADJUSTED COORDINATES POINT INTO A CANAL. ALSO, THERE WAS NO
 CZ2160'EVIDENCE OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND
 CZ2160'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2119 ***********************************************************************
 CZ2119  DESIGNATION -  AL 43
 CZ2119  PID         -  CZ2119
 CZ2119  STATE/COUNTY-  AZ/PINAL
 CZ2119  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2119
 CZ2119                         *CURRENT SURVEY CONTROL
 CZ2119  ___________________________________________________________________
 CZ2119* NAD 83(1992)-  32 53 38.36363(N)    111 38 11.75960(W)     ADJUSTED  
 CZ2119* NAVD 88     -       436.98   (+/-2cm)    1433.7    (feet)  VERTCON   
 CZ2119  ___________________________________________________________________
 CZ2119  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2119  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2119  HORZ ORDER  -  FIRST
 CZ2119  VERT ORDER  -  THIRD ? (See Below)
 CZ2119
 CZ2119.The horizontal coordinates were established by classical geodetic methods
 CZ2119.and adjusted by the National Geodetic Survey in August 1993.
 CZ2119
 CZ2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2119.The vertical order pertains to the NGVD 29 superseded value.
 CZ2119
 CZ2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2119
 CZ2119.The geoid height was determined by GEOID03.
 CZ2119
 CZ2119;                    North         East     Units Scale Factor Converg.
 CZ2119;SPC AZ C     -   210,030.604   239,561.819   MT  0.99990846   +0 09 07.6
 CZ2119;SPC AZ C     -   689,076.78    785,963.97   iFT  0.99990846   +0 09 07.6
 CZ2119;UTM  12      - 3,639,714.394   440,459.969   MT  0.99964371   -0 20 44.7
 CZ2119
 CZ2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2119!SPC AZ C     -   0.99993611  x   0.99990846  =   0.99984457
 CZ2119!UTM  12      -   0.99993611  x   0.99964371  =   0.99957984
 CZ2119
 CZ2119|---------------------------------------------------------------------|
 CZ2119| PID    Reference Object                     Distance      Geod. Az  |
 CZ2119|                                                           dddmmss.s |
 CZ2119| CH4120 AL 43 RM E                            8.842 METERS 08913     |
 CZ2119| CZ2043 FOUR                                APPROX. 7.8 KM 1755027.1 |
 CZ2119| CH4121 AL 43 RM S                            8.842 METERS 17909     |
 CZ2119|---------------------------------------------------------------------|
 CZ2119
 CZ2119                          SUPERSEDED SURVEY CONTROL
 CZ2119
 CZ2119  NAD 83(1986)-  32 53 38.35848(N)    111 38 11.76095(W) AD(       ) 1
 CZ2119  NAD 27      -  32 53 38.15348(N)    111 38 09.30150(W) AD(       ) 1
 CZ2119  NGVD 29 (07/19/86)  436.48   (m)         1432.0    (f) LEVELING    3  
 CZ2119
 CZ2119.Superseded values are not recommended for survey control.
 CZ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2119.See file dsdata.txt to determine how the superseded data were derived.
 CZ2119
 CZ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4046039714(NAD 83)
 CZ2119_MARKER: DD = SURVEY DISK
 CZ2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2119
 CZ2119  HISTORY     - Date     Condition        Report By
 CZ2119  HISTORY     - 1966     MONUMENTED       DMA
 CZ2119  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ2119
 CZ2119                          STATION DESCRIPTION
 CZ2119
 CZ2119'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2119'T-6-S.  R-7-E.  IN SECTION 20 NEAR THE NORTHEAST CORNER.
 CZ2119'
 CZ2119'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2119'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2119'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2119'STAMPED--AL 43 1966 ARMY MAP SERVICE.
 CZ2119'
 CZ2119'THE STATION MARK IS LOCATED 82 FEET WEST OF THE CENTERLINE OF
 CZ2119'NORTH-SOUTH ROAD.  78 FEET SOUTH OF THE EAST-WEST POWERLINE.  100
 CZ2119'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2119'
 CZ2119'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2119'CASA GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE
 CZ2119'287 (FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 7.0 MILES.  TURN
 CZ2119'LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD AND THE STATION SITE.
 CZ2119
 CZ2119                          STATION RECOVERY (2007)
 CZ2119
 CZ2119'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2119'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE DESCRIBED LOCATION
 CZ2119'IS NOW A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2120 ***********************************************************************
 CZ2120  DESIGNATION -  AL 44
 CZ2120  PID         -  CZ2120
 CZ2120  STATE/COUNTY-  AZ/PINAL
 CZ2120  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2120
 CZ2120                         *CURRENT SURVEY CONTROL
 CZ2120  ___________________________________________________________________
 CZ2120* NAD 83(1992)-  32 52 48.20992(N)    111 38 11.85014(W)     ADJUSTED  
 CZ2120* NAVD 88     -       438.46   (+/-2cm)    1438.5    (feet)  VERTCON   
 CZ2120  ___________________________________________________________________
 CZ2120  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2120  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2120  HORZ ORDER  -  FIRST
 CZ2120  VERT ORDER  -  THIRD ? (See Below)
 CZ2120
 CZ2120.The horizontal coordinates were established by classical geodetic methods
 CZ2120.and adjusted by the National Geodetic Survey in August 1993.
 CZ2120
 CZ2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2120.The vertical order pertains to the NGVD 29 superseded value.
 CZ2120
 CZ2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2120
 CZ2120.The geoid height was determined by GEOID03.
 CZ2120
 CZ2120;                    North         East     Units Scale Factor Converg.
 CZ2120;SPC AZ C     -   208,485.697   239,563.566   MT  0.99990846   +0 09 07.3
 CZ2120;SPC AZ C     -   684,008.19    785,969.70   iFT  0.99990846   +0 09 07.3
 CZ2120;UTM  12      - 3,638,169.939   440,448.298   MT  0.99964373   -0 20 44.2
 CZ2120
 CZ2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2120!SPC AZ C     -   0.99993588  x   0.99990846  =   0.99984434
 CZ2120!UTM  12      -   0.99993588  x   0.99964373  =   0.99957963
 CZ2120
 CZ2120:                Primary Azimuth Mark                     Grid Az
 CZ2120:SPC AZ C     -  AL 43                                    359 56 06.8
 CZ2120:UTM  12      -  AL 43                                    000 25 58.3
 CZ2120
 CZ2120|---------------------------------------------------------------------|
 CZ2120| PID    Reference Object                     Distance      Geod. Az  |
 CZ2120|                                                           dddmmss.s |
 CZ2120| CZ2119 AL 43                               APPROX. 1.5 KM 0000514.1 |
 CZ2120| CH4122 AL 44 RM E                            8.837 METERS 08922     |
 CZ2120| CH4123 AL 44 RM S                            8.834 METERS 17909     |
 CZ2120|---------------------------------------------------------------------|
 CZ2120
 CZ2120                          SUPERSEDED SURVEY CONTROL
 CZ2120
 CZ2120  NAD 83(1986)-  32 52 48.20477(N)    111 38 11.85137(W) AD(       ) 1
 CZ2120  NAD 27      -  32 52 47.99827(N)    111 38 09.39347(W) AD(       ) 1
 CZ2120  NGVD 29 (07/19/86)  437.96   (m)         1436.9    (f) LEVELING    3  
 CZ2120
 CZ2120.Superseded values are not recommended for survey control.
 CZ2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2120.See file dsdata.txt to determine how the superseded data were derived.
 CZ2120
 CZ2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4044838170(NAD 83)
 CZ2120_MARKER: DD = SURVEY DISK
 CZ2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2120
 CZ2120  HISTORY     - Date     Condition        Report By
 CZ2120  HISTORY     - 1967     MONUMENTED       DMA
 CZ2120  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2120
 CZ2120                          STATION DESCRIPTION
 CZ2120
 CZ2120'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2120'T-6-S.  R-7-E-.  IN SECTION 20 NEAR THE SOUTHEAST CORNER.
 CZ2120'
 CZ2120'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2120'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2120'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2120'IS STAMPED--AL 44 1967 ARMY MAP SERVICE.
 CZ2120'
 CZ2120'THE STATION MARK IS LOCATED 55 FEET NORTH OF THE CENTERLINE
 CZ2120'OF EAST-WEST IRRIGATION DITCH.  62 FEET NORTH OF EAST-WEST
 CZ2120'POWERLINE.  100 FEET NORTH OF THE CENTERLINE OF EAST-WEST PAVED
 CZ2120'ROAD.  82 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2120'
 CZ2120'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2120'CASA GRANDE, ARIZONA GO NORTH ON 93 FOR 75.0 FEET TO STATE ROUTE
 CZ2120'287 (FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 7.0 MILES AND
 CZ2120'THE STATION SITE.
 CZ2120
 CZ2120                          STATION RECOVERY (2006)
 CZ2120
 CZ2120'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2120'THE AREA DESCRIBED IS NOW A CULTIVATED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2058 ***********************************************************************
 CZ2058  DESIGNATION -  AL 45
 CZ2058  PID         -  CZ2058
 CZ2058  STATE/COUNTY-  AZ/PINAL
 CZ2058  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2058
 CZ2058                         *CURRENT SURVEY CONTROL
 CZ2058  ___________________________________________________________________
 CZ2058* NAD 83(1992)-  32 51 53.06552(N)    111 38 13.52538(W)     ADJUSTED  
 CZ2058* NAVD 88     -       442.60   (+/-2cm)    1452.1    (feet)  VERTCON   
 CZ2058  ___________________________________________________________________
 CZ2058  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2058  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2058  HORZ ORDER  -  FIRST
 CZ2058  VERT ORDER  -  THIRD ? (See Below)
 CZ2058
 CZ2058.The horizontal coordinates were established by classical geodetic methods
 CZ2058.and adjusted by the National Geodetic Survey in August 1993.
 CZ2058
 CZ2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2058.The vertical order pertains to the NGVD 29 superseded value.
 CZ2058
 CZ2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2058
 CZ2058.The geoid height was determined by GEOID03.
 CZ2058
 CZ2058;                    North         East     Units Scale Factor Converg.
 CZ2058;SPC AZ C     -   206,786.956   239,524.522   MT  0.99990844   +0 09 06.2
 CZ2058;SPC AZ C     -   678,434.90    785,841.61   iFT  0.99990844   +0 09 06.2
 CZ2058;UTM  12      - 3,636,472.051   440,394.519   MT  0.99964381   -0 20 44.6
 CZ2058
 CZ2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2058!SPC AZ C     -   0.99993523  x   0.99990844  =   0.99984367
 CZ2058!UTM  12      -   0.99993523  x   0.99964381  =   0.99957906
 CZ2058
 CZ2058|---------------------------------------------------------------------|
 CZ2058| PID    Reference Object                     Distance      Geod. Az  |
 CZ2058|                                                           dddmmss.s |
 CZ2058| CH4124 AL 45 RM E                            8.839 METERS 08953     |
 CZ2058| CZ2043 FOUR                                APPROX. 4.6 KM 1722126.4 |
 CZ2058| CH4125 AL 45 RM S                            8.837 METERS 18013     |
 CZ2058|---------------------------------------------------------------------|
 CZ2058
 CZ2058                          SUPERSEDED SURVEY CONTROL
 CZ2058
 CZ2058  NAD 83(1986)-  32 51 53.06036(N)    111 38 13.52646(W) AD(       ) 1
 CZ2058  NAD 27      -  32 51 52.85226(N)    111 38 11.07030(W) AD(       ) 1
 CZ2058  NGVD 29 (07/19/86)  442.11   (m)         1450.5    (f) LEVELING    3  
 CZ2058
 CZ2058.Superseded values are not recommended for survey control.
 CZ2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2058.See file dsdata.txt to determine how the superseded data were derived.
 CZ2058
 CZ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4039536472(NAD 83)
 CZ2058_MARKER: DD = SURVEY DISK
 CZ2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2058
 CZ2058  HISTORY     - Date     Condition        Report By
 CZ2058  HISTORY     - 1967     MONUMENTED       DMA
 CZ2058
 CZ2058                          STATION DESCRIPTION
 CZ2058
 CZ2058'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2058'T-6-S.  R-7-E.  IN SECTION 32 NEAR THE NORTHEAST CORNER.
 CZ2058'
 CZ2058'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2058'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2058'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2058'STAMPED--AL 45 1967 ARMY MAP SERVICE.
 CZ2058'
 CZ2058'THE STATION MARK IS LOCATED 77 FEET WEST OF THE CENTERLINE
 CZ2058'OF NORTH-SOUTH CANAL.  94 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 CZ2058'CANAL ROAD.  55 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH CANAL
 CZ2058'ROAD.  134 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  147
 CZ2058'FEET WEST OF THE NORTH-SOUTH POWERLINE.  72 FEET SOUTH OF
 CZ2058'EAST-WEST POWERLINE.  100 FEET SOUTH OF THE CENTERLINE OF
 CZ2058'EAST-WEST ROAD.  62 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2058'FIELD ROAD.  164 FEET WEST-SOUTHWEST OF SECTION CORNER (W.C.).
 CZ2058'
 CZ2058'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2058'CASA GRANDE, ARIZONA GO NORTH FOR 75 FEET ON 93 TO STATE ROUTE
 CZ2058'287 (FLORENCE ROAD).  TURN RIGHT AND GO EAST ON 287 FOR 6.0
 CZ2058'MILES TO CROSSROAD.  TURN RIGHT AND GO SOUTH 1.0 MILE TO
 CZ2058'CROSSROAD.  TURN LEFT AND GO 1.0 MILE EAST TO TRAIL NORTH AND
 CZ2058'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2054 ***********************************************************************
 CZ2054  DESIGNATION -  AL 46
 CZ2054  PID         -  CZ2054
 CZ2054  STATE/COUNTY-  AZ/PINAL
 CZ2054  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2054
 CZ2054                         *CURRENT SURVEY CONTROL
 CZ2054  ___________________________________________________________________
 CZ2054* NAD 83(1992)-  32 51 00.39109(N)    111 38 11.37912(W)     ADJUSTED  
 CZ2054* NAVD 88     -       445.96   (+/-2cm)    1463.1    (feet)  VERTCON   
 CZ2054  ___________________________________________________________________
 CZ2054  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2054  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2054  HORZ ORDER  -  FIRST
 CZ2054  VERT ORDER  -  THIRD ? (See Below)
 CZ2054
 CZ2054.The horizontal coordinates were established by classical geodetic methods
 CZ2054.and adjusted by the National Geodetic Survey in August 1993.
 CZ2054
 CZ2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2054.The vertical order pertains to the NGVD 29 superseded value.
 CZ2054
 CZ2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2054
 CZ2054.The geoid height was determined by GEOID03.
 CZ2054
 CZ2054;                    North         East     Units Scale Factor Converg.
 CZ2054;SPC AZ C     -   205,164.565   239,584.621   MT  0.99990848   +0 09 07.1
 CZ2054;SPC AZ C     -   673,112.09    786,038.78   iFT  0.99990848   +0 09 07.1
 CZ2054;UTM  12      - 3,634,849.629   440,440.521   MT  0.99964374   -0 20 43.0
 CZ2054
 CZ2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2054!SPC AZ C     -   0.99993470  x   0.99990848  =   0.99984319
 CZ2054!UTM  12      -   0.99993470  x   0.99964374  =   0.99957846
 CZ2054
 CZ2054|---------------------------------------------------------------------|
 CZ2054| PID    Reference Object                     Distance      Geod. Az  |
 CZ2054|                                                           dddmmss.s |
 CZ2054| CH4126 AL 46 RM E                            8.840 METERS 08924     |
 CZ2054| CZ2043 FOUR                                APPROX. 3.0 KM 1691820.4 |
 CZ2054| CH4127 AL 46 RM S                            8.840 METERS 17920     |
 CZ2054|---------------------------------------------------------------------|
 CZ2054
 CZ2054                          SUPERSEDED SURVEY CONTROL
 CZ2054
 CZ2054  NAD 83(1986)-  32 51 00.38594(N)    111 38 11.38007(W) AD(       ) 1
 CZ2054  NAD 27      -  32 51 00.17618(N)    111 38 08.92567(W) AD(       ) 1
 CZ2054  NGVD 29 (07/19/86)  445.47   (m)         1461.5    (f) LEVELING    3  
 CZ2054
 CZ2054.Superseded values are not recommended for survey control.
 CZ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2054.See file dsdata.txt to determine how the superseded data were derived.
 CZ2054
 CZ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4044134850(NAD 83)
 CZ2054_MARKER: DD = SURVEY DISK
 CZ2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2054
 CZ2054  HISTORY     - Date     Condition        Report By
 CZ2054  HISTORY     - 1967     MONUMENTED       DMA
 CZ2054
 CZ2054                          STATION DESCRIPTION
 CZ2054
 CZ2054'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2054'T-7-S.  R-7-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2054'
 CZ2054'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2054'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2054'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2054'IS STAMPED--AL 46 1967 ARMY MAP SERVICE.
 CZ2054'
 CZ2054'THE STATION MARK IS LOCATED 50.0 FEET SOUTH OF EAST-WEST
 CZ2054'FENCE.  45.0 FEET EAST OF NORTH-SOUTH FENCE.  85.0 FEET SOUTH
 CZ2054'OF EAST-WEST POWERLINE.  112.0 FEET SOUTH OF EAST-WEST ROAD.  78.0
 CZ2054'FEET EAST OF NORTH-SOUTH ROAD.
 CZ2054'
 CZ2054'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2054'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2054'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 4.5 MILES TO ROAD
 CZ2054'SOUTH AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2056 ***********************************************************************
 CZ2056  DESIGNATION -  AL 47
 CZ2056  PID         -  CZ2056
 CZ2056  STATE/COUNTY-  AZ/PINAL
 CZ2056  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2056
 CZ2056                         *CURRENT SURVEY CONTROL
 CZ2056  ___________________________________________________________________
 CZ2056* NAD 83(1992)-  32 50 08.25575(N)    111 38 13.31745(W)     ADJUSTED  
 CZ2056* NAVD 88     -       449.79   (+/-2cm)    1475.7    (feet)  VERTCON   
 CZ2056  ___________________________________________________________________
 CZ2056  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2056  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2056  HORZ ORDER  -  FIRST
 CZ2056  VERT ORDER  -  THIRD ? (See Below)
 CZ2056
 CZ2056.The horizontal coordinates were established by classical geodetic methods
 CZ2056.and adjusted by the National Geodetic Survey in August 1993.
 CZ2056
 CZ2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2056.The vertical order pertains to the NGVD 29 superseded value.
 CZ2056
 CZ2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2056
 CZ2056.The geoid height was determined by GEOID03.
 CZ2056
 CZ2056;                    North         East     Units Scale Factor Converg.
 CZ2056;SPC AZ C     -   203,558.502   239,538.474   MT  0.99990845   +0 09 05.9
 CZ2056;SPC AZ C     -   667,842.85    785,887.38   iFT  0.99990845   +0 09 05.9
 CZ2056;UTM  12      - 3,633,244.451   440,380.456   MT  0.99964383   -0 20 43.5
 CZ2056
 CZ2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2056!SPC AZ C     -   0.99993410  x   0.99990845  =   0.99984256
 CZ2056!UTM  12      -   0.99993410  x   0.99964383  =   0.99957795
 CZ2056
 CZ2056|---------------------------------------------------------------------|
 CZ2056| PID    Reference Object                     Distance      Geod. Az  |
 CZ2056|                                                           dddmmss.s |
 CZ2056| CH4128 AL 47 RM E                            8.835 METERS 08915     |
 CZ2056| CZ2043 FOUR                                APPROX. 1.5 KM 1554709.8 |
 CZ2056| CH4129 AL 47 RM S                            8.832 METERS 17913     |
 CZ2056|---------------------------------------------------------------------|
 CZ2056
 CZ2056                          SUPERSEDED SURVEY CONTROL
 CZ2056
 CZ2056  NAD 83(1986)-  32 50 08.25058(N)    111 38 13.31828(W) AD(       ) 1
 CZ2056  NAD 27      -  32 50 08.03927(N)    111 38 10.86554(W) AD(       ) 1
 CZ2056  NGVD 29 (07/19/86)  449.28   (m)         1474.0    (f) LEVELING    3  
 CZ2056
 CZ2056.Superseded values are not recommended for survey control.
 CZ2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2056.See file dsdata.txt to determine how the superseded data were derived.
 CZ2056
 CZ2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4038033244(NAD 83)
 CZ2056_MARKER: DD = SURVEY DISK
 CZ2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2056
 CZ2056  HISTORY     - Date     Condition        Report By
 CZ2056  HISTORY     - 1966     MONUMENTED       DMA
 CZ2056
 CZ2056                          STATION DESCRIPTION
 CZ2056
 CZ2056'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2056'T-7-S.  R-7-E.  IN SECTION 8 NEAR THE NORTHEAST CORNER.
 CZ2056'
 CZ2056'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2056'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2056'0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2056'STAMPED--AL 47 1966 ARMY MAP SERVICE.
 CZ2056'
 CZ2056'THE STATION MARK IS LOCATED 81 FEET SOUTH OF THE CENTERLINE OF
 CZ2056'EAST-WEST ROAD.  82 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2056'ROAD.  50 FEET WEST OF NORTH-SOUTH POWERLINE.  51 FEET SOUTH OF
 CZ2056'EAST-WEST POWERLINE.
 CZ2056'
 CZ2056'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2056'CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES
 CZ2056'TO PAVED ROAD EAST.  TURN LEFT AND GO EAST FOR 4.5 MILES TO ROAD
 CZ2056'SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD AND THE
 CZ2056'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2057 ***********************************************************************
 CZ2057  DESIGNATION -  AL 48
 CZ2057  PID         -  CZ2057
 CZ2057  STATE/COUNTY-  AZ/PINAL
 CZ2057  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2057
 CZ2057                         *CURRENT SURVEY CONTROL
 CZ2057  ___________________________________________________________________
 CZ2057* NAD 83(1992)-  32 49 14.99244(N)    111 38 13.41044(W)     ADJUSTED  
 CZ2057* NAVD 88     -       454.90   (+/-2cm)    1492.5    (feet)  VERTCON   
 CZ2057  ___________________________________________________________________
 CZ2057  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CZ2057  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2057  HORZ ORDER  -  FIRST
 CZ2057  VERT ORDER  -  THIRD ? (See Below)
 CZ2057
 CZ2057.The horizontal coordinates were established by classical geodetic methods
 CZ2057.and adjusted by the National Geodetic Survey in August 1993.
 CZ2057
 CZ2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2057.The vertical order pertains to the NGVD 29 superseded value.
 CZ2057
 CZ2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2057
 CZ2057.The geoid height was determined by GEOID03.
 CZ2057
 CZ2057;                    North         East     Units Scale Factor Converg.
 CZ2057;SPC AZ C     -   201,917.825   239,540.397   MT  0.99990845   +0 09 05.6
 CZ2057;SPC AZ C     -   662,460.06    785,893.69   iFT  0.99990845   +0 09 05.6
 CZ2057;UTM  12      - 3,631,604.253   440,368.151   MT  0.99964385   -0 20 43.1
 CZ2057
 CZ2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2057!SPC AZ C     -   0.99993330  x   0.99990845  =   0.99984176
 CZ2057!UTM  12      -   0.99993330  x   0.99964385  =   0.99957717
 CZ2057
 CZ2057:                Primary Azimuth Mark                     Grid Az
 CZ2057:SPC AZ C     -  FOUR                                     064 53 55.9
 CZ2057:UTM  12      -  FOUR                                     065 23 44.6
 CZ2057
 CZ2057|---------------------------------------------------------------------|
 CZ2057| PID    Reference Object                     Distance      Geod. Az  |
 CZ2057|                                                           dddmmss.s |
 CZ2057| CZ2043 FOUR                                APPROX. 0.7 KM 0650301.5 |
 CZ2057| CH4130 AL 48 RM E                            8.826 METERS 08912     |
 CZ2057| CH4131 AL 48 RM S                            8.827 METERS 17914     |
 CZ2057|---------------------------------------------------------------------|
 CZ2057
 CZ2057                          SUPERSEDED SURVEY CONTROL
 CZ2057
 CZ2057  NAD 83(1986)-  32 49 14.98726(N)    111 38 13.41112(W) AD(       ) 1
 CZ2057  NAD 27      -  32 49 14.77452(N)    111 38 10.95942(W) AD(       ) 1
 CZ2057  NGVD 29 (07/19/86)  454.38   (m)         1490.7    (f) LEVELING    3  
 CZ2057
 CZ2057.Superseded values are not recommended for survey control.
 CZ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2057.See file dsdata.txt to determine how the superseded data were derived.
 CZ2057
 CZ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4036831604(NAD 83)
 CZ2057_MARKER: DD = SURVEY DISK
 CZ2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2057
 CZ2057  HISTORY     - Date     Condition        Report By
 CZ2057  HISTORY     - 1967     MONUMENTED       DMA
 CZ2057  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ2057
 CZ2057                          STATION DESCRIPTION
 CZ2057
 CZ2057'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2057'T-7-S.  R-7-E.  IN SECTION 17 NEAR THE NORTHEAST CORNER.
 CZ2057'
 CZ2057'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2057'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2057'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2057'48 1967 ARMY MAP SERVICE.
 CZ2057'
 CZ2057'THE STATION MARK IS LOCATED ABOUT 166 FEET SOUTH-SOUTHWEST OF THE
 CZ2057'SECTION CORNER.  ABOUT 78 FEET WEST OF SECTION LINE.
 CZ2057'
 CZ2057'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2057'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 8.9 MILES TO ROAD
 CZ2057'NORTH.  TURN LEFT AND GO 1.25 MILES TO SMALL HILL AND THE STATION
 CZ2057'SITE.
 CZ2057
 CZ2057                          STATION RECOVERY (2007)
 CZ2057
 CZ2057'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2057'THE DESCRIBED LOCATION IS NOW A GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1031 ***********************************************************************
 CZ1031  DESIGNATION -  AL 49
 CZ1031  PID         -  CZ1031
 CZ1031  STATE/COUNTY-  AZ/PINAL
 CZ1031  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1031
 CZ1031                         *CURRENT SURVEY CONTROL
 CZ1031  ___________________________________________________________________
 CZ1031* NAD 83(1992)-  32 48 24.89236(N)    111 38 10.77080(W)     ADJUSTED  
 CZ1031* NAVD 88     -       453.812  (meters)    1488.88   (feet)  ADJUSTED  
 CZ1031  ___________________________________________________________________
 CZ1031  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ1031  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1031  DYNAMIC HT  -         453.252 (meters)    1487.04  (feet)  COMP
 CZ1031  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 CZ1031  OBS GRAVITY -     979,389.3   (mgal)                       GRAV_OBS
 CZ1031
 CZ1031  HORZ ORDER  -  FIRST
 CZ1031  VERT ORDER  -  FIRST     CLASS II
 CZ1031
 CZ1031.The horizontal coordinates were established by classical geodetic methods
 CZ1031.and adjusted by the National Geodetic Survey in August 1993.
 CZ1031
 CZ1031.The orthometric height was determined by differential leveling
 CZ1031.and adjusted in November 1993.
 CZ1031
 CZ1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1031
 CZ1031.The geoid height was determined by GEOID03.
 CZ1031
 CZ1031.The dynamic height is computed by dividing the NAVD 88
 CZ1031.geopotential number by the normal gravity value computed on the
 CZ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1031.degrees latitude (g = 980.6199 gals.).
 CZ1031
 CZ1031.The modeled gravity was interpolated from observed gravity values.
 CZ1031.The observed gravity was obtained from relative gravimeter ties
 CZ1031.to the IGSN71 gravity network.
 CZ1031
 CZ1031;                    North         East     Units Scale Factor Converg.
 CZ1031;SPC AZ C     -   200,374.776   239,613.143   MT  0.99990850   +0 09 06.8
 CZ1031;SPC AZ C     -   657,397.56    786,132.36   iFT  0.99990850   +0 09 06.8
 CZ1031;UTM  12      - 3,630,061.041   440,427.501   MT  0.99964376   -0 20 41.2
 CZ1031
 CZ1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1031!SPC AZ C     -   0.99993347  x   0.99990850  =   0.99984198
 CZ1031!UTM  12      -   0.99993347  x   0.99964376  =   0.99957726
 CZ1031
 CZ1031:                Primary Azimuth Mark                     Grid Az
 CZ1031:SPC AZ C     -  FOUR                                     016 24 23.4
 CZ1031:UTM  12      -  FOUR                                     016 54 11.4
 CZ1031
 CZ1031|---------------------------------------------------------------------|
 CZ1031| PID    Reference Object                     Distance      Geod. Az  |
 CZ1031|                                                           dddmmss.s |
 CZ1031| CZ2043 FOUR                                APPROX. 1.9 KM 0163330.2 |
 CZ1031| CH4132 AL 49 RM E                            8.832 METERS 08917     |
 CZ1031| CH4133 AL 49 RM S                            8.837 METERS 17918     |
 CZ1031|---------------------------------------------------------------------|
 CZ1031
 CZ1031                          SUPERSEDED SURVEY CONTROL
 CZ1031
 CZ1031  NAD 83(1986)-  32 48 24.88716(N)    111 38 10.77138(W) AD(       ) 1
 CZ1031  NAD 27      -  32 48 24.67334(N)    111 38 08.32122(W) AD(       ) 1
 CZ1031  NAVD 88 (06/15/91)  453.900  (m)         1489.17   (f) UNKNOWN     1 2
 CZ1031  NGVD 29 (??/??/92)  453.674  (m)         1488.43   (f) ADJ UNCH    1 2
 CZ1031
 CZ1031.Superseded values are not recommended for survey control.
 CZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1031.See file dsdata.txt to determine how the superseded data were derived.
 CZ1031
 CZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4042830061(NAD 83)
 CZ1031_MARKER: DD = SURVEY DISK
 CZ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1031_SP_SET: CONCRETE POST
 CZ1031_STAMPING: AL 49 1967 ARMY MAP SERVICE
 CZ1031_MARK LOGO: USE   
 CZ1031_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1031+STABILITY: SURFACE MOTION
 CZ1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1031+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1031
 CZ1031  HISTORY     - Date     Condition        Report By
 CZ1031  HISTORY     - 1967     MONUMENTED       DMA
 CZ1031  HISTORY     - 1967     GOOD             NGS
 CZ1031  HISTORY     - 1980     GOOD             NGS
 CZ1031  HISTORY     - 1980     GOOD             NGS
 CZ1031  HISTORY     - 1984     GOOD             NGS
 CZ1031  HISTORY     - 19911205 GOOD             NGS
 CZ1031  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ1031
 CZ1031                          STATION DESCRIPTION
 CZ1031
 CZ1031'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1031'T-7-S.  R-7-E.  IN SECTION 16 NEAR THE SOUTHWEST CORNER.
 CZ1031'
 CZ1031'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1031'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1031'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1031'IS STAMPED--AL 49 1967 ARMY MAP SERVICE.
 CZ1031'
 CZ1031'THE STATION MARK IS LOCATED 86 FEET EAST OF THE CENTERLINE OF
 CZ1031'NORTH-SOUTH ROAD.  73 FEET NORTH OF EAST-WEST SECTION LINE.  126.7
 CZ1031'FEET EAST-NORTHEAST OF A W.C. (NORTHWEST) OF SECTIONS 16, 17,
 CZ1031'20, 21.
 CZ1031'
 CZ1031'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1031'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 8.9 MILES TO ROAD
 CZ1031'NORTH.  TURN LEFT AND GO NORTH FOR 0.25 MILES TO THE STATION SITE.
 CZ1031
 CZ1031                          STATION RECOVERY (1967)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1031'6.25 MI NW FROM ELROY.
 CZ1031'ABOUT 5.95 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1031'THE STATION AT ELROY, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, IN
 CZ1031'S 20, T 7 S, R 7 E, 122 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ1031'SMALL BRICK BUILDING WHICH HOUSES TELEPHONE EQUIPMENT, 88 FEET EAST OF
 CZ1031'THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 CZ1031'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CZ1031
 CZ1031                          STATION RECOVERY (1980)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1031'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ1031'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1031'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.5 KILOMETER (0.3
 CZ1031'MILE) NORTH ALONG TOLTEC BUTTES ROAD, SET IN A CONCRETE POST AT
 CZ1031'THE CENTER OF 4 HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR
 CZ1031'TOPOGRAPHIC CONTROL, 122 PACES NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ1031'SMALL CINDER BLOCK BUILDING WHICH HOUSES A TELEPHONE SUBSTATION,
 CZ1031'26.8 METERS (88 FEET) EAST OF THE CENTERLINE OF THE ROAD.
 CZ1031
 CZ1031                          STATION RECOVERY (1980)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1031'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ1031'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1031'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.5 KILOMETER (0.3
 CZ1031'MILE) NORTH ALONG TOLTEC BUTTES ROAD, SET IN A CONCRETE POST AT
 CZ1031'THE CENTER OF 4 HORIZONTAL CONCRETE SLABS WHICH FORM A CROSS FOR
 CZ1031'TOPOGRAPHIC CONTROL, 122 PACES NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ1031'SMALL CINDER BLOCK BUILDING WHICH HOUSES A TELEPHONE SUBSTATION,
 CZ1031'26.8 METERS (88 FEET) EAST OF THE CENTERLINE OF THE ROAD.
 CZ1031
 CZ1031                          STATION RECOVERY (1984)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1031'RECOVERED IN GOOD CONDITION.
 CZ1031
 CZ1031                          STATION RECOVERY (1991)
 CZ1031
 CZ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1031'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1031'ELOY, THENCE 9.5 KM (5.90 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1031'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG TOLTEC BUTTES ROAD, NEAR THE
 CZ1031'CENTER OF 4 CONCRETE SLABS THAT FORM A CROSS FOR TOPOGRAPHIC CONTROL,
 CZ1031'AND 27.4 M (89.9 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.
 CZ1031
 CZ1031                          STATION RECOVERY (2007)
 CZ1031
 CZ1031'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1031'ONLY A PILE OF CONCRETE FRAGMENTS REMAIN AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2055 ***********************************************************************
 CZ2055  DESIGNATION -  AL 50
 CZ2055  PID         -  CZ2055
 CZ2055  STATE/COUNTY-  AZ/PINAL
 CZ2055  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2055
 CZ2055                         *CURRENT SURVEY CONTROL
 CZ2055  ___________________________________________________________________
 CZ2055* NAD 83(1992)-  32 47 32.55331(N)    111 38 11.51635(W)     ADJUSTED  
 CZ2055* NAVD 88     -       457.53   (+/-2cm)    1501.1    (feet)  VERTCON   
 CZ2055  ___________________________________________________________________
 CZ2055  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2055  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2055  HORZ ORDER  -  FIRST
 CZ2055  VERT ORDER  -  THIRD ? (See Below)
 CZ2055
 CZ2055.The horizontal coordinates were established by classical geodetic methods
 CZ2055.and adjusted by the National Geodetic Survey in August 1993.
 CZ2055
 CZ2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2055.The vertical order pertains to the NGVD 29 superseded value.
 CZ2055
 CZ2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2055
 CZ2055.The geoid height was determined by GEOID03.
 CZ2055
 CZ2055;                    North         East     Units Scale Factor Converg.
 CZ2055;SPC AZ C     -   198,762.531   239,598.019   MT  0.99990849   +0 09 06.2
 CZ2055;SPC AZ C     -   652,108.04    786,082.74   iFT  0.99990849   +0 09 06.2
 CZ2055;UTM  12      - 3,628,449.415   440,398.413   MT  0.99964380   -0 20 41.1
 CZ2055
 CZ2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2055!SPC AZ C     -   0.99993289  x   0.99990849  =   0.99984139
 CZ2055!UTM  12      -   0.99993289  x   0.99964380  =   0.99957672
 CZ2055
 CZ2055:                Primary Azimuth Mark                     Grid Az
 CZ2055:SPC AZ C     -  FOUR                                     009 08 27.3
 CZ2055:UTM  12      -  FOUR                                     009 38 14.6
 CZ2055
 CZ2055|---------------------------------------------------------------------|
 CZ2055| PID    Reference Object                     Distance      Geod. Az  |
 CZ2055|                                                           dddmmss.s |
 CZ2055| CZ2043 FOUR                                APPROX. 3.5 KM 0091733.5 |
 CZ2055| CH4134 AL 50 RM E                            8.847 METERS 08915     |
 CZ2055| CH4135 AL 50 RM S                            8.840 METERS 17917     |
 CZ2055|---------------------------------------------------------------------|
 CZ2055
 CZ2055                          SUPERSEDED SURVEY CONTROL
 CZ2055
 CZ2055  NAD 83(1986)-  32 47 32.54812(N)    111 38 11.51680(W) AD(       ) 1
 CZ2055  NAD 27      -  32 47 32.33302(N)    111 38 09.06811(W) AD(       ) 1
 CZ2055  NGVD 29 (07/19/86)  456.98   (m)         1499.3    (f) LEVELING    3  
 CZ2055
 CZ2055.Superseded values are not recommended for survey control.
 CZ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2055.See file dsdata.txt to determine how the superseded data were derived.
 CZ2055
 CZ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4039828449(NAD 83)
 CZ2055_MARKER: DD = SURVEY DISK
 CZ2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2055
 CZ2055  HISTORY     - Date     Condition        Report By
 CZ2055  HISTORY     - 1967     MONUMENTED       DMA
 CZ2055
 CZ2055                          STATION DESCRIPTION
 CZ2055
 CZ2055'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2055'T-7-S.  R-7-E.  IN SECTION 21 NEAR THE SOUTHWEST CORNER.
 CZ2055'
 CZ2055'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2055'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2055'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2055'50 1967 ARMY MAP SERVICE.
 CZ2055'
 CZ2055'THE STATION MARK IS LOCATED 85.0 FEET NORTH OF THE CENTERLINE OF A
 CZ2055'BLADED TRAIL.  85.0 FEET EAST OF THE CENTERLINE OF A BLADED TRAIL.
 CZ2055'
 CZ2055'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2055'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2055'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 0.1
 CZ2055'MILE.  TURN RIGHT ON DIM TRAIL AND GO NORTHWEST FOR 0.6 MILE
 CZ2055'KEEPING ON SOUTHWEST SIDE OF NORTHWEST-SOUTHEAST FENCELINE ALONG
 CZ2055'RAILROAD TO FENCE CORNER.  TRAIL TURNS WEST AT THIS POINT.
 CZ2055'CONTINUE WEST ALONG TRAIL FOR 0.5 MILE TO DIM NORTH-SOUTH TRAIL.
 CZ2055'TURN LEFT AND GO SOUTH FOR 0.3 MILE TO DIM CROSS TRAIL AND THE
 CZ2055'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2053 ***********************************************************************
 CZ2053  DESIGNATION -  AL 51
 CZ2053  PID         -  CZ2053
 CZ2053  STATE/COUNTY-  AZ/PINAL
 CZ2053  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2053
 CZ2053                         *CURRENT SURVEY CONTROL
 CZ2053  ___________________________________________________________________
 CZ2053* NAD 83(1992)-  32 46 37.80169(N)    111 38 10.48566(W)     ADJUSTED  
 CZ2053* NAVD 88     -       460.79   (+/-2cm)    1511.8    (feet)  VERTCON   
 CZ2053  ___________________________________________________________________
 CZ2053  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2053  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2053  HORZ ORDER  -  FIRST
 CZ2053  VERT ORDER  -  THIRD ? (See Below)
 CZ2053
 CZ2053.The horizontal coordinates were established by classical geodetic methods
 CZ2053.and adjusted by the National Geodetic Survey in August 1993.
 CZ2053
 CZ2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2053.The vertical order pertains to the NGVD 29 superseded value.
 CZ2053
 CZ2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2053
 CZ2053.The geoid height was determined by GEOID03.
 CZ2053
 CZ2053;                    North         East     Units Scale Factor Converg.
 CZ2053;SPC AZ C     -   197,076.099   239,629.305   MT  0.99990851   +0 09 06.5
 CZ2053;SPC AZ C     -   646,575.13    786,185.38   iFT  0.99990851   +0 09 06.5
 CZ2053;UTM  12      - 3,626,763.221   440,415.082   MT  0.99964378   -0 20 40.0
 CZ2053
 CZ2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2053!SPC AZ C     -   0.99993238  x   0.99990851  =   0.99984090
 CZ2053!UTM  12      -   0.99993238  x   0.99964378  =   0.99957619
 CZ2053
 CZ2053:                Primary Azimuth Mark                     Grid Az
 CZ2053:SPC AZ C     -  FOUR                                     005 49 04.4
 CZ2053:UTM  12      -  FOUR                                     006 18 50.9
 CZ2053
 CZ2053|---------------------------------------------------------------------|
 CZ2053| PID    Reference Object                     Distance      Geod. Az  |
 CZ2053|                                                           dddmmss.s |
 CZ2053| CZ2043 FOUR                                APPROX. 5.2 KM 0055810.9 |
 CZ2053| CH4136 AL 51 RM E                            8.839 METERS 08921     |
 CZ2053| CH4137 AL 51 RM S                            8.840 METERS 17919     |
 CZ2053|---------------------------------------------------------------------|
 CZ2053
 CZ2053                          SUPERSEDED SURVEY CONTROL
 CZ2053
 CZ2053  NAD 83(1986)-  32 46 37.79649(N)    111 38 10.48598(W) AD(       ) 1
 CZ2053  NAD 27      -  32 46 37.57998(N)    111 38 08.03887(W) AD(       ) 1
 CZ2053  NGVD 29 (07/19/86)  460.24   (m)         1510.0    (f) LEVELING    3  
 CZ2053
 CZ2053.Superseded values are not recommended for survey control.
 CZ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2053.See file dsdata.txt to determine how the superseded data were derived.
 CZ2053
 CZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4041526763(NAD 83)
 CZ2053_MARKER: DD = SURVEY DISK
 CZ2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2053
 CZ2053  HISTORY     - Date     Condition        Report By
 CZ2053  HISTORY     - 1967     MONUMENTED       DMA
 CZ2053  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2053
 CZ2053                          STATION DESCRIPTION
 CZ2053
 CZ2053'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2053'T-7-S.  R-7-E.  IN SECTION 33 NEAR NORTHWEST CORNER.
 CZ2053'
 CZ2053'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2053'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2053'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2053'51 1967 ARMY MAP SERVICE.
 CZ2053'
 CZ2053'THE STATION MARK IS LOCATED 103.0 FEET SOUTH OF THE CENTERLINE
 CZ2053'OF THE EAST-WEST ROAD.  64.0 FEET EAST OF A BARBED WIRE
 CZ2053'NORTH-SOUTH FENCE (ASSUMED SECTION LINE).
 CZ2053'
 CZ2053'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2053'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 6.4 MILES TO
 CZ2053'ARIZONA CITY ROAD.  TURN RIGHT AND GO SOUTH ON ARIZONA CITY ROAD
 CZ2053'FOR 3.2 MILES TO CROSSROAD.  TURN LEFT AND GO EAST 2.0 MILES TO
 CZ2053'THE STATION SITE.
 CZ2053
 CZ2053                          STATION RECOVERY (2008)
 CZ2053
 CZ2053'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2053'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2053'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2059 ***********************************************************************
 CZ2059  DESIGNATION -  AL 52
 CZ2059  PID         -  CZ2059
 CZ2059  STATE/COUNTY-  AZ/PINAL
 CZ2059  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2059
 CZ2059                         *CURRENT SURVEY CONTROL
 CZ2059  ___________________________________________________________________
 CZ2059* NAD 83(1992)-  32 45 45.51955(N)    111 38 13.89792(W)     ADJUSTED  
 CZ2059* NAVD 88     -       463.39   (+/-2cm)    1520.3    (feet)  VERTCON   
 CZ2059  ___________________________________________________________________
 CZ2059  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CZ2059  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2059  HORZ ORDER  -  FIRST
 CZ2059  VERT ORDER  -  THIRD ? (See Below)
 CZ2059
 CZ2059.The horizontal coordinates were established by classical geodetic methods
 CZ2059.and adjusted by the National Geodetic Survey in August 1993.
 CZ2059
 CZ2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2059.The vertical order pertains to the NGVD 29 superseded value.
 CZ2059
 CZ2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2059
 CZ2059.The geoid height was determined by GEOID03.
 CZ2059
 CZ2059;                    North         East     Units Scale Factor Converg.
 CZ2059;SPC AZ C     -   195,465.431   239,544.763   MT  0.99990845   +0 09 04.5
 CZ2059;SPC AZ C     -   641,290.78    785,908.02   iFT  0.99990845   +0 09 04.5
 CZ2059;UTM  12      - 3,625,153.772   440,316.622   MT  0.99964392   -0 20 41.4
 CZ2059
 CZ2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2059!SPC AZ C     -   0.99993198  x   0.99990845  =   0.99984044
 CZ2059!UTM  12      -   0.99993198  x   0.99964392  =   0.99957592
 CZ2059
 CZ2059|---------------------------------------------------------------------|
 CZ2059| PID    Reference Object                     Distance      Geod. Az  |
 CZ2059|                                                           dddmmss.s |
 CZ2059| CH4138 AL 52 RM E                            8.831 METERS 08934     |
 CZ2059| CH4139 AL 52 RM S                            8.824 METERS 17939     |
 CZ2059| CZ2159 AL 53                               APPROX. 1.5 KM 1822904.7 |
 CZ2059|---------------------------------------------------------------------|
 CZ2059
 CZ2059                          SUPERSEDED SURVEY CONTROL
 CZ2059
 CZ2059  NAD 83(1986)-  32 45 45.51435(N)    111 38 13.89815(W) AD(       ) 1
 CZ2059  NAD 27      -  32 45 45.29689(N)    111 38 11.45150(W) AD(       ) 1
 CZ2059  NGVD 29 (07/19/86)  462.83   (m)         1518.5    (f) LEVELING    3  
 CZ2059
 CZ2059.Superseded values are not recommended for survey control.
 CZ2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2059.See file dsdata.txt to determine how the superseded data were derived.
 CZ2059
 CZ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4031725154(NAD 83)
 CZ2059_MARKER: DD = SURVEY DISK
 CZ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2059
 CZ2059  HISTORY     - Date     Condition        Report By
 CZ2059  HISTORY     - 1966     MONUMENTED       DMA
 CZ2059  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2059
 CZ2059                          STATION DESCRIPTION
 CZ2059
 CZ2059'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2059'T-8-S.  R-7-E.  IN SECTION 5 NEAR THE NORTHEAST CORNER.
 CZ2059'
 CZ2059'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2059'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2059'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2059'STAMPED--AL 52 1966 ARMY MAP SERVICE.
 CZ2059'
 CZ2059'THE STATION MARK IS LOCATED 108 FEET SOUTH OF THE CENTERLINE OF
 CZ2059'THE EAST-WEST ROAD.  60 FEET SOUTH OF EAST-WEST POWERLINE.  90
 CZ2059'FEET WEST OF THE EXTENSION OF CENTERLINE OF ROAD NORTH.  100 FEET
 CZ2059'WEST OF NORTH-SOUTH SECTION LINE (APPROXIMATE LOCATION).
 CZ2059'
 CZ2059'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2059'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2059'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH 2.0 MILES
 CZ2059'TO CROSSROAD.  TURN RIGHT AND GO WEST 1.0 MILE TO THE STATION
 CZ2059'SITE.
 CZ2059
 CZ2059                          STATION RECOVERY (2008)
 CZ2059
 CZ2059'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2059'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2059'MARK. THE DESCRIBED AREA SHOWS EVIDENCE OF PLOWING OR GRADING. ASSUMED
 CZ2059'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2159 ***********************************************************************
 CZ2159  DESIGNATION -  AL 53
 CZ2159  PID         -  CZ2159
 CZ2159  STATE/COUNTY-  AZ/PINAL
 CZ2159  USGS QUAD   -  ELOY NW (1981)
 CZ2159
 CZ2159                         *CURRENT SURVEY CONTROL
 CZ2159  ___________________________________________________________________
 CZ2159* NAD 83(1992)-  32 44 56.66813(N)    111 38 16.40637(W)     ADJUSTED  
 CZ2159* NAVD 88     -       465.93   (+/-2cm)    1528.6    (feet)  VERTCON   
 CZ2159  ___________________________________________________________________
 CZ2159  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ2159  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2159  HORZ ORDER  -  FIRST
 CZ2159  VERT ORDER  -  THIRD ? (See Below)
 CZ2159
 CZ2159.The horizontal coordinates were established by classical geodetic methods
 CZ2159.and adjusted by the National Geodetic Survey in August 1993.
 CZ2159
 CZ2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2159.The vertical order pertains to the NGVD 29 superseded value.
 CZ2159
 CZ2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2159
 CZ2159.The geoid height was determined by GEOID03.
 CZ2159
 CZ2159;                    North         East     Units Scale Factor Converg.
 CZ2159;SPC AZ C     -   193,960.506   239,483.440   MT  0.99990841   +0 09 02.9
 CZ2159;SPC AZ C     -   636,353.37    785,706.82   iFT  0.99990841   +0 09 02.9
 CZ2159;UTM  12      - 3,623,649.831   440,242.293   MT  0.99964403   -0 20 42.3
 CZ2159
 CZ2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2159!SPC AZ C     -   0.99993158  x   0.99990841  =   0.99984000
 CZ2159!UTM  12      -   0.99993158  x   0.99964403  =   0.99957564
 CZ2159
 CZ2159|---------------------------------------------------------------------|
 CZ2159| PID    Reference Object                     Distance      Geod. Az  |
 CZ2159|                                                           dddmmss.s |
 CZ2159| CH4140 AL 53 RM E                            8.833 METERS 08932     |
 CZ2159| CZ2144 AM 53                               APPROX. 1.7 KM 0925139.9 |
 CZ2159| CH4141 AL 53 RM S                            8.833 METERS 17933     |
 CZ2159|---------------------------------------------------------------------|
 CZ2159
 CZ2159                          SUPERSEDED SURVEY CONTROL
 CZ2159
 CZ2159  NAD 83(1986)-  32 44 56.66293(N)    111 38 16.40648(W) AD(       ) 1
 CZ2159  NAD 27      -  32 44 56.44426(N)    111 38 13.96108(W) AD(       ) 1
 CZ2159  NGVD 29 (07/19/86)  465.37   (m)         1526.8    (f) LEVELING    3  
 CZ2159
 CZ2159.Superseded values are not recommended for survey control.
 CZ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2159.See file dsdata.txt to determine how the superseded data were derived.
 CZ2159
 CZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4024223650(NAD 83)
 CZ2159_MARKER: DD = SURVEY DISK
 CZ2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2159
 CZ2159  HISTORY     - Date     Condition        Report By
 CZ2159  HISTORY     - 1966     MONUMENTED       DMA
 CZ2159  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2159
 CZ2159                          STATION DESCRIPTION
 CZ2159
 CZ2159'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2159'T-8-S.  R-7-E.  IN SECTION 5 NEAR THE SOUTHEAST CORNER.
 CZ2159'
 CZ2159'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2159'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2159'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2159'53 1966 ARMY MAP SERVICE.
 CZ2159'
 CZ2159'THE STATION MARK IS LOCATED 87 FT. EAST-SOUTHEAST OF
 CZ2159'NORTHEAST-SOUTHWEST IRRIGATION DITCH.  76 FT. NORTH OF CENTERLINE
 CZ2159'OF EAST-WEST FIELD ROAD.  210 FT. NORTH OF THE CENTERLINE OF
 CZ2159'EAST-WEST SECTION LINE ROAD.  196 FT. WEST OF NORTH-SOUTH SECTION
 CZ2159'LINE (APPROXIMATE LOCATION).  229 FT. WEST OF NORTH-SOUTH
 CZ2159'POWERLINE.
 CZ2159'
 CZ2159'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2159'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2159'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 3.0 MILES
 CZ2159'TO ALSDORF ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2159'CROSSROAD AND THE STATION SITE.
 CZ2159
 CZ2159                          STATION RECOVERY (2008)
 CZ2159
 CZ2159'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2159'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2159'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2158 ***********************************************************************
 CZ2158  DESIGNATION -  AL 54
 CZ2158  PID         -  CZ2158
 CZ2158  STATE/COUNTY-  AZ/PINAL
 CZ2158  USGS QUAD   -  ELOY NW (1981)
 CZ2158
 CZ2158                         *CURRENT SURVEY CONTROL
 CZ2158  ___________________________________________________________________
 CZ2158* NAD 83(1992)-  32 44 01.54961(N)    111 38 15.30786(W)     ADJUSTED  
 CZ2158* NAVD 88     -       468.52   (+/-2cm)    1537.1    (feet)  VERTCON   
 CZ2158  ___________________________________________________________________
 CZ2158  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CZ2158  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2158  HORZ ORDER  -  FIRST
 CZ2158  VERT ORDER  -  THIRD ? (See Below)
 CZ2158
 CZ2158.The horizontal coordinates were established by classical geodetic methods
 CZ2158.and adjusted by the National Geodetic Survey in August 1993.
 CZ2158
 CZ2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2158.The vertical order pertains to the NGVD 29 superseded value.
 CZ2158
 CZ2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2158
 CZ2158.The geoid height was determined by GEOID03.
 CZ2158
 CZ2158;                    North         East     Units Scale Factor Converg.
 CZ2158;SPC AZ C     -   192,262.788   239,516.507   MT  0.99990843   +0 09 03.3
 CZ2158;SPC AZ C     -   630,783.43    785,815.31   iFT  0.99990843   +0 09 03.3
 CZ2158;UTM  12      - 3,621,952.340   440,260.664   MT  0.99964400   -0 20 41.2
 CZ2158
 CZ2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2158!SPC AZ C     -   0.99993118  x   0.99990843  =   0.99983962
 CZ2158!UTM  12      -   0.99993118  x   0.99964400  =   0.99957520
 CZ2158
 CZ2158:                Primary Azimuth Mark                     Grid Az
 CZ2158:SPC AZ C     -  FOUR                                     003 39 24.0
 CZ2158:UTM  12      -  FOUR                                     004 09 08.5
 CZ2158
 CZ2158|---------------------------------------------------------------------|
 CZ2158| PID    Reference Object                     Distance      Geod. Az  |
 CZ2158|                                                           dddmmss.s |
 CZ2158| CZ2043 FOUR                                APPROX.10.0 KM 0034827.3 |
 CZ2158| CH4142 AL 54 RM E                            8.837 METERS 08915     |
 CZ2158| CH4143 AL 54 RM S                            8.834 METERS 17914     |
 CZ2158|---------------------------------------------------------------------|
 CZ2158
 CZ2158                          SUPERSEDED SURVEY CONTROL
 CZ2158
 CZ2158  NAD 83(1986)-  32 44 01.54441(N)    111 38 15.30784(W) AD(       ) 1
 CZ2158  NAD 27      -  32 44 01.32419(N)    111 38 12.86391(W) AD(       ) 1
 CZ2158  NGVD 29 (07/19/86)  467.96   (m)         1535.3    (f) LEVELING    3  
 CZ2158
 CZ2158.Superseded values are not recommended for survey control.
 CZ2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2158.See file dsdata.txt to determine how the superseded data were derived.
 CZ2158
 CZ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4026121952(NAD 83)
 CZ2158_MARKER: DD = SURVEY DISK
 CZ2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2158
 CZ2158  HISTORY     - Date     Condition        Report By
 CZ2158  HISTORY     - 1966     MONUMENTED       DMA
 CZ2158  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2158
 CZ2158                          STATION DESCRIPTION
 CZ2158
 CZ2158'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2158'T-8-S.  R-7-E.  IN SECTION 17 NEAR THE NORTHEAST CORNER.
 CZ2158'
 CZ2158'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2158'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2158'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2158'IS STAMPED--AL 54 1966 ARMY MAP SERVICE.
 CZ2158'
 CZ2158'THE STATION MARK IS LOCATED 34.0 FEET NORTHEAST OF CENTERLINE OF
 CZ2158'NORTHWEST-SOUTHEAST IRRIGATION DITCH.  36.0 FEET SOUTH OF THE
 CZ2158'POWERLINE EAST.  48.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2158'ROAD.  66.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2158'
 CZ2158'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2158'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2158'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 4.0 MILES
 CZ2158'TO MILLIGAN ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2158'CROSSROAD AND THE STATION SITE.
 CZ2158
 CZ2158                          STATION RECOVERY (2008)
 CZ2158
 CZ2158'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2158'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2158'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2154 ***********************************************************************
 CZ2154  DESIGNATION -  AL 55
 CZ2154  PID         -  CZ2154
 CZ2154  STATE/COUNTY-  AZ/PINAL
 CZ2154  USGS QUAD   -  ELOY NW (1981)
 CZ2154
 CZ2154                         *CURRENT SURVEY CONTROL
 CZ2154  ___________________________________________________________________
 CZ2154* NAD 83(1992)-  32 43 08.63040(N)    111 38 13.71364(W)     ADJUSTED  
 CZ2154* NAVD 88     -       471.91   (+/-2cm)    1548.3    (feet)  VERTCON   
 CZ2154  ___________________________________________________________________
 CZ2154  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CZ2154  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2154  HORZ ORDER  -  FIRST
 CZ2154  VERT ORDER  -  THIRD ? (See Below)
 CZ2154
 CZ2154.The horizontal coordinates were established by classical geodetic methods
 CZ2154.and adjusted by the National Geodetic Survey in August 1993.
 CZ2154
 CZ2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2154.The vertical order pertains to the NGVD 29 superseded value.
 CZ2154
 CZ2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2154
 CZ2154.The geoid height was determined by GEOID03.
 CZ2154
 CZ2154;                    North         East     Units Scale Factor Converg.
 CZ2154;SPC AZ C     -   190,632.852   239,562.311   MT  0.99990846   +0 09 03.9
 CZ2154;SPC AZ C     -   625,435.87    785,965.59   iFT  0.99990846   +0 09 03.9
 CZ2154;UTM  12      - 3,620,322.500   440,292.359   MT  0.99964396   -0 20 39.8
 CZ2154
 CZ2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2154!SPC AZ C     -   0.99993065  x   0.99990846  =   0.99983912
 CZ2154!UTM  12      -   0.99993065  x   0.99964396  =   0.99957463
 CZ2154
 CZ2154:                Primary Azimuth Mark                     Grid Az
 CZ2154:SPC AZ C     -  AM 55                                    087 10 06.2
 CZ2154:UTM  12      -  AM 55                                    087 39 49.9
 CZ2154
 CZ2154|---------------------------------------------------------------------|
 CZ2154| PID    Reference Object                     Distance      Geod. Az  |
 CZ2154|                                                           dddmmss.s |
 CZ2154| CZ2146 AM 55                               APPROX. 1.6 KM 0871910.1 |
 CZ2154| CH4144 AL 55 RM E                            8.834 METERS 08911     |
 CZ2154| CH4145 AL 55 RM S                            8.829 METERS 17909     |
 CZ2154|---------------------------------------------------------------------|
 CZ2154
 CZ2154                          SUPERSEDED SURVEY CONTROL
 CZ2154
 CZ2154  NAD 83(1986)-  32 43 08.62521(N)    111 38 13.71351(W) AD(       ) 1
 CZ2154  NAD 27      -  32 43 08.40341(N)    111 38 11.27063(W) AD(       ) 1
 CZ2154  NGVD 29 (07/19/86)  471.35   (m)         1546.4    (f) LEVELING    3  
 CZ2154
 CZ2154.Superseded values are not recommended for survey control.
 CZ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2154.See file dsdata.txt to determine how the superseded data were derived.
 CZ2154
 CZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4029220323(NAD 83)
 CZ2154_MARKER: DD = SURVEY DISK
 CZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2154
 CZ2154  HISTORY     - Date     Condition        Report By
 CZ2154  HISTORY     - 1966     MONUMENTED       DMA
 CZ2154
 CZ2154                          STATION DESCRIPTION
 CZ2154
 CZ2154'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2154'T-8-S.  R-7-E.  IN SECTION 21 NEAR THE NORTHWEST CORNER.
 CZ2154'
 CZ2154'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2154'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2154'0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2154'55 1966 ARMY MAP SERVICE.
 CZ2154'
 CZ2154'THE STATION MARK IS LOCATED 60 FEET SOUTH OF EAST-WEST
 CZ2154'POWERLINE.  40 FEET SOUTH OF THE CENTERLINE OF EAST-WEST IRRIGATION
 CZ2154'DITCH.  93 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  32
 CZ2154'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  82
 CZ2154'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  101 FEET EAST
 CZ2154'OF NORTH-SOUTH POWERLINE.
 CZ2154'
 CZ2154'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2154'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2154'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 5.0
 CZ2154'MILES TO PHILLIPS ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2154'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2198 ***********************************************************************
 CZ2198  DESIGNATION -  AL 56
 CZ2198  PID         -  CZ2198
 CZ2198  STATE/COUNTY-  AZ/PINAL
 CZ2198  USGS QUAD   -  ELOY NW (1981)
 CZ2198
 CZ2198                         *CURRENT SURVEY CONTROL
 CZ2198  ___________________________________________________________________
 CZ2198* NAD 83(1992)-  32 42 16.30357(N)    111 38 14.58821(W)     ADJUSTED  
 CZ2198* NAVD 88     -       475.37   (+/-2cm)    1559.6    (feet)  VERTCON   
 CZ2198  ___________________________________________________________________
 CZ2198  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CZ2198  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2198  HORZ ORDER  -  FIRST
 CZ2198  VERT ORDER  -  THIRD ? (See Below)
 CZ2198
 CZ2198.The horizontal coordinates were established by classical geodetic methods
 CZ2198.and adjusted by the National Geodetic Survey in August 1993.
 CZ2198
 CZ2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2198.The vertical order pertains to the NGVD 29 superseded value.
 CZ2198
 CZ2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2198
 CZ2198.The geoid height was determined by GEOID03.
 CZ2198
 CZ2198;                    North         East     Units Scale Factor Converg.
 CZ2198;SPC AZ C     -   189,020.998   239,543.784   MT  0.99990845   +0 09 03.2
 CZ2198;SPC AZ C     -   620,147.63    785,904.80   iFT  0.99990845   +0 09 03.2
 CZ2198;UTM  12      - 3,618,711.293   440,259.906   MT  0.99964401   -0 20 39.8
 CZ2198
 CZ2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2198!SPC AZ C     -   0.99993011  x   0.99990845  =   0.99983857
 CZ2198!UTM  12      -   0.99993011  x   0.99964401  =   0.99957414
 CZ2198
 CZ2198:                Primary Azimuth Mark                     Grid Az
 CZ2198:SPC AZ C     -  AM 56                                    089 31 08.3
 CZ2198:UTM  12      -  AM 56                                    090 00 51.3
 CZ2198
 CZ2198|---------------------------------------------------------------------|
 CZ2198| PID    Reference Object                     Distance      Geod. Az  |
 CZ2198|                                                           dddmmss.s |
 CZ2198| CZ2148 AM 56                               APPROX. 1.6 KM 0894011.5 |
 CZ2198|---------------------------------------------------------------------|
 CZ2198
 CZ2198                          SUPERSEDED SURVEY CONTROL
 CZ2198
 CZ2198  NAD 83(1986)-  32 42 16.29837(N)    111 38 14.58797(W) AD(       ) 1
 CZ2198  NAD 27      -  32 42 16.07499(N)    111 38 12.14630(W) AD(       ) 1
 CZ2198  NGVD 29 (07/19/86)  474.80   (m)         1557.7    (f) LEVELING    3  
 CZ2198
 CZ2198.Superseded values are not recommended for survey control.
 CZ2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2198.See file dsdata.txt to determine how the superseded data were derived.
 CZ2198
 CZ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4026018711(NAD 83)
 CZ2198_MARKER: DD = SURVEY DISK
 CZ2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2198
 CZ2198  HISTORY     - Date     Condition        Report By
 CZ2198  HISTORY     - 1966     MONUMENTED       DMA
 CZ2198
 CZ2198                          STATION DESCRIPTION
 CZ2198
 CZ2198'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2198'T-8-S.  R-7-E.  IN SECTION 28 NEAR THE NORTHWEST CORNER.
 CZ2198'
 CZ2198'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2198'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2198'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AL
 CZ2198'56 1966 ARMY MAP SERVICE.
 CZ2198'
 CZ2198'THE STATION MARK IS LOCATED 79 FEET SOUTH OF THE CENTERLINE OF
 CZ2198'EAST-WEST ROAD.  58 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2198'ROAD.
 CZ2198'
 CZ2198'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2198'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2198'(TOLTEC).  TURN RIGHT AND ON TOLTEC HIGHWAY GO SOUTH FOR 6.0 MILES
 CZ2198'TO SHAY ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO CROSSROAD
 CZ2198'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2156 ***********************************************************************
 CZ2156  DESIGNATION -  AL 57
 CZ2156  PID         -  CZ2156
 CZ2156  STATE/COUNTY-  AZ/PINAL
 CZ2156  USGS QUAD   -  ELOY NW (1981)
 CZ2156
 CZ2156                         *CURRENT SURVEY CONTROL
 CZ2156  ___________________________________________________________________
 CZ2156* NAD 83(1992)-  32 41 23.52186(N)    111 38 14.09423(W)     ADJUSTED  
 CZ2156* NAVD 88     -       478.20   (+/-2cm)    1568.9    (feet)  VERTCON   
 CZ2156  ___________________________________________________________________
 CZ2156  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CZ2156  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2156  HORZ ORDER  -  FIRST
 CZ2156  VERT ORDER  -  THIRD ? (See Below)
 CZ2156
 CZ2156.The horizontal coordinates were established by classical geodetic methods
 CZ2156.and adjusted by the National Geodetic Survey in August 1993.
 CZ2156
 CZ2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2156.The vertical order pertains to the NGVD 29 superseded value.
 CZ2156
 CZ2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2156
 CZ2156.The geoid height was determined by GEOID03.
 CZ2156
 CZ2156;                    North         East     Units Scale Factor Converg.
 CZ2156;SPC AZ C     -   187,395.230   239,560.931   MT  0.99990846   +0 09 03.3
 CZ2156;SPC AZ C     -   614,813.75    785,961.06   iFT  0.99990846   +0 09 03.3
 CZ2156;UTM  12      - 3,617,085.867   440,263.001   MT  0.99964400   -0 20 39.1
 CZ2156
 CZ2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2156!SPC AZ C     -   0.99992966  x   0.99990846  =   0.99983813
 CZ2156!UTM  12      -   0.99992966  x   0.99964400  =   0.99957369
 CZ2156
 CZ2156|---------------------------------------------------------------------|
 CZ2156| PID    Reference Object                     Distance      Geod. Az  |
 CZ2156|                                                           dddmmss.s |
 CZ2156| CH4150 AL 57 RM E                            8.836 METERS 08906     |
 CZ2156| CH4151 AL 57 RM S                            8.846 METERS 17911     |
 CZ2156| CZ2157 AL 58                               APPROX. 1.6 KM 1800418.0 |
 CZ2156|---------------------------------------------------------------------|
 CZ2156
 CZ2156                          SUPERSEDED SURVEY CONTROL
 CZ2156
 CZ2156  NAD 83(1986)-  32 41 23.51667(N)    111 38 14.09387(W) AD(       ) 1
 CZ2156  NAD 27      -  32 41 23.29196(N)    111 38 11.65371(W) AD(       ) 1
 CZ2156  NGVD 29 (07/19/86)  477.64   (m)         1567.1    (f) LEVELING    3  
 CZ2156
 CZ2156.Superseded values are not recommended for survey control.
 CZ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2156.See file dsdata.txt to determine how the superseded data were derived.
 CZ2156
 CZ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4026317086(NAD 83)
 CZ2156_MARKER: DD = SURVEY DISK
 CZ2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2156
 CZ2156  HISTORY     - Date     Condition        Report By
 CZ2156  HISTORY     - 1966     MONUMENTED       DMA
 CZ2156
 CZ2156                          STATION DESCRIPTION
 CZ2156
 CZ2156'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2156'T-8-S.  R-7-E.  IN SECTION 33 NEAR THE NORTHWEST CORNER.
 CZ2156'
 CZ2156'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2156'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2156'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2156'STAMPED--AL 57 1966 ARMY MAP SERVICE.
 CZ2156'
 CZ2156'THE STATION MARK IS LOCATED 68 FEET SOUTH OF THE EAST-WEST
 CZ2156'POWERLINE.  113 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2156'ROAD.  89 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2156'
 CZ2156'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2156'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2156'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 7.0 MILES
 CZ2156'TO NUTT ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO CROSSROAD
 CZ2156'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2157 ***********************************************************************
 CZ2157  DESIGNATION -  AL 58
 CZ2157  PID         -  CZ2157
 CZ2157  STATE/COUNTY-  AZ/PINAL
 CZ2157  USGS QUAD   -  ELOY NW (1981)
 CZ2157
 CZ2157                         *CURRENT SURVEY CONTROL
 CZ2157  ___________________________________________________________________
 CZ2157* NAD 83(1992)-  32 40 30.30871(N)    111 38 14.17292(W)     ADJUSTED  
 CZ2157* NAVD 88     -       481.26   (+/-2cm)    1578.9    (feet)  VERTCON   
 CZ2157  ___________________________________________________________________
 CZ2157  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ2157  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2157  HORZ ORDER  -  FIRST
 CZ2157  VERT ORDER  -  THIRD ? (See Below)
 CZ2157
 CZ2157.The horizontal coordinates were established by classical geodetic methods
 CZ2157.and adjusted by the National Geodetic Survey in August 1993.
 CZ2157
 CZ2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2157.The vertical order pertains to the NGVD 29 superseded value.
 CZ2157
 CZ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2157
 CZ2157.The geoid height was determined by GEOID03.
 CZ2157
 CZ2157;                    North         East     Units Scale Factor Converg.
 CZ2157;SPC AZ C     -   185,756.137   239,563.198   MT  0.99990846   +0 09 03.0
 CZ2157;SPC AZ C     -   609,436.15    785,968.50   iFT  0.99990846   +0 09 03.0
 CZ2157;UTM  12      - 3,615,447.249   440,251.110   MT  0.99964402   -0 20 38.6
 CZ2157
 CZ2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2157!SPC AZ C     -   0.99992919  x   0.99990846  =   0.99983765
 CZ2157!UTM  12      -   0.99992919  x   0.99964402  =   0.99957323
 CZ2157
 CZ2157:                Primary Azimuth Mark                     Grid Az
 CZ2157:SPC AZ C     -  AL 57                                    359 55 14.9
 CZ2157:UTM  12      -  AL 57                                    000 24 56.5
 CZ2157
 CZ2157|---------------------------------------------------------------------|
 CZ2157| PID    Reference Object                     Distance      Geod. Az  |
 CZ2157|                                                           dddmmss.s |
 CZ2157| CZ2156 AL 57                               APPROX. 1.6 KM 0000417.9 |
 CZ2157| CH4152 AL 58 RM E                            8.836 METERS 08919     |
 CZ2157| CH4153 AL 58 RM S                            8.838 METERS 17916     |
 CZ2157|---------------------------------------------------------------------|
 CZ2157
 CZ2157                          SUPERSEDED SURVEY CONTROL
 CZ2157
 CZ2157  NAD 83(1986)-  32 40 30.30353(N)    111 38 14.17244(W) AD(       ) 1
 CZ2157  NAD 27      -  32 40 30.07711(N)    111 38 11.73341(W) AD(       ) 1
 CZ2157  NGVD 29 (07/19/86)  480.70   (m)         1577.1    (f) LEVELING    3  
 CZ2157
 CZ2157.Superseded values are not recommended for survey control.
 CZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2157.See file dsdata.txt to determine how the superseded data were derived.
 CZ2157
 CZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4025115447(NAD 83)
 CZ2157_MARKER: DD = SURVEY DISK
 CZ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2157+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 CZ2157
 CZ2157  HISTORY     - Date     Condition        Report By
 CZ2157  HISTORY     - 1966     MONUMENTED       DMA
 CZ2157  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2157
 CZ2157                          STATION DESCRIPTION
 CZ2157
 CZ2157'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2157'T-9-S.  R-7-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2157'
 CZ2157'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2157'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2157'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2157'STAMPED--AL 58 1966 ARMY MAP SERVICE.
 CZ2157'
 CZ2157'THE STATION MARK IS LOCATED 132 FEET SOUTH OF THE EAST-WEST
 CZ2157'FENCE.  165 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  130
 CZ2157'FEET EAST OF NORTH-SOUTH 6 FT. HIGH WIRE CHAIN FENCE.  53 FEET
 CZ2157'WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  55 FEET
 CZ2157'EAST OF THE CENTERLINE OF NORTHWEST-SOUTHEAST TRAIL.
 CZ2157'
 CZ2157'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2157'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2157'(TOLTEC).  TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 8.0
 CZ2157'MILES TO HARMON ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 CZ2157'SUB-STATION AND THE STATION SITE.
 CZ2157
 CZ2157                          STATION RECOVERY (2006)
 CZ2157
 CZ2157'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2157'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ2157'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ2157'THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT CONCRETE PETALS THAT
 CZ2157'FORM A CROSS.
 CZ2157' 
 CZ2157'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND TOLTEC ROAD
 CZ2157'TAKE S. TOLTEC ROAD SOUTH FOR 7 MILES TO HARMON ROAD. TURN RIGHT WEST
 CZ2157'ON HARMON ROAD FOR 1 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2155 ***********************************************************************
 CZ2155  DESIGNATION -  AL 59
 CZ2155  PID         -  CZ2155
 CZ2155  STATE/COUNTY-  AZ/PINAL
 CZ2155  USGS QUAD   -  ELOY NW (1981)
 CZ2155
 CZ2155                         *CURRENT SURVEY CONTROL
 CZ2155  ___________________________________________________________________
 CZ2155* NAD 83(1992)-  32 39 40.69580(N)    111 38 13.82236(W)     ADJUSTED  
 CZ2155* NAVD 88     -       482.92   (+/-2cm)    1584.4    (feet)  VERTCON   
 CZ2155  ___________________________________________________________________
 CZ2155  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CZ2155  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2155  HORZ ORDER  -  FIRST
 CZ2155  VERT ORDER  -  THIRD ? (See Below)
 CZ2155
 CZ2155.The horizontal coordinates were established by classical geodetic methods
 CZ2155.and adjusted by the National Geodetic Survey in August 1993.
 CZ2155
 CZ2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2155.The vertical order pertains to the NGVD 29 superseded value.
 CZ2155
 CZ2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2155
 CZ2155.The geoid height was determined by GEOID03.
 CZ2155
 CZ2155;                    North         East     Units Scale Factor Converg.
 CZ2155;SPC AZ C     -   184,227.973   239,576.354   MT  0.99990847   +0 09 03.0
 CZ2155;SPC AZ C     -   604,422.48    786,011.66   iFT  0.99990847   +0 09 03.0
 CZ2155;UTM  12      - 3,613,919.432   440,251.069   MT  0.99964402   -0 20 37.9
 CZ2155
 CZ2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2155!SPC AZ C     -   0.99992893  x   0.99990847  =   0.99983740
 CZ2155!UTM  12      -   0.99992893  x   0.99964402  =   0.99957297
 CZ2155
 CZ2155|---------------------------------------------------------------------|
 CZ2155| PID    Reference Object                     Distance      Geod. Az  |
 CZ2155|                                                           dddmmss.s |
 CZ2155| CH4154 AL 59 RM E                            8.826 METERS 08921     |
 CZ2155| CH4155 AL 59 RM S                            8.830 METERS 17920     |
 CZ2155| CZ2157 AL 58                               APPROX. 1.5 KM 3593927.4 |
 CZ2155|---------------------------------------------------------------------|
 CZ2155
 CZ2155                          SUPERSEDED SURVEY CONTROL
 CZ2155
 CZ2155  NAD 83(1986)-  32 39 40.69061(N)    111 38 13.82176(W) AD(       ) 1
 CZ2155  NAD 27      -  32 39 40.46258(N)    111 38 11.38394(W) AD(       ) 1
 CZ2155  NGVD 29 (07/19/86)  482.36   (m)         1582.5    (f) LEVELING    3  
 CZ2155
 CZ2155.Superseded values are not recommended for survey control.
 CZ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2155.See file dsdata.txt to determine how the superseded data were derived.
 CZ2155
 CZ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4025113919(NAD 83)
 CZ2155_MARKER: DD = SURVEY DISK
 CZ2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2155+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2155
 CZ2155  HISTORY     - Date     Condition        Report By
 CZ2155  HISTORY     - 1966     MONUMENTED       DMA
 CZ2155  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2155  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2155
 CZ2155                          STATION DESCRIPTION
 CZ2155
 CZ2155'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2155'T-9-S.  R-7-E.  IN SECTION 4 NEAR THE SOUTHWEST CORNER.
 CZ2155'
 CZ2155'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2155'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2155'DIAMETER PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2155'MARK IS STAMPED--AL 59 1966 ARMY MAP SERVICE.
 CZ2155'
 CZ2155'THE STATION MARK IS LOCATED 78 FEET NORTH OF EAST-WEST
 CZ2155'FENCE.  97 FEET NORTH OF THE CENTERLINE OF EAST-WEST DIRT
 CZ2155'ROAD.  44 FEET EAST OF NORTH-SOUTH FENCE.  56 FEET EAST OF
 CZ2155'THE CENTERLINE OF NORTH-SOUTH POWERLINE (DOUBLE POLES).
 CZ2155'
 CZ2155'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2155'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2155'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 9.0 MILES
 CZ2155'TO CROSSROAD.  TURN RIGHT AND GO 1.0 MILE WEST TO THE STATION
 CZ2155'SITE.
 CZ2155
 CZ2155                          STATION RECOVERY (2006)
 CZ2155
 CZ2155'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2155'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ2155'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ2155'THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT CONCRETE PETALS THAT
 CZ2155'FORM A CROSS.
 CZ2155' 
 CZ2155'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND TOLTEC HIGHWAY
 CZ2155'TAKE S. TOLTEC HIGHWAY SOUTH FOR 9 MILES TO W. PRETZER ROAD. TURN
 CZ2155'RIGHT WEST ON W. PRETZER ROAD FOR 1 MILE TO S. TOLTEC BUTTES ROAD.
 CZ2155'TURN RIGHT NORTH ON S. TOLTEC BUTTES ROAD FOR 1 MILE AND CONTINUE
 CZ2155'NORTH ON THE TRACK ROAD TO THE STATION ON THE RIGHT.
 CZ2155
 CZ2155                          STATION RECOVERY (2008)
 CZ2155
 CZ2155'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1956 ***********************************************************************
 DV1956  DESIGNATION -  ALAMO
 DV1956  PID         -  DV1956
 DV1956  STATE/COUNTY-  AZ/LA PAZ
 DV1956  USGS QUAD   -  HOODOO WELL (1990)
 DV1956
 DV1956                         *CURRENT SURVEY CONTROL
 DV1956  ___________________________________________________________________
 DV1956* NAD 83(1992)-  33 18 49.06432(N)    113 45 31.98597(W)     ADJUSTED  
 DV1956* NAVD 88     -       633.4    (meters)    2078.     (feet)  VERTCON   
 DV1956  ___________________________________________________________________
 DV1956  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DV1956  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DV1956  HORZ ORDER  -  SECOND
 DV1956
 DV1956.The horizontal coordinates were established by classical geodetic methods
 DV1956.and adjusted by the National Geodetic Survey in August 1993.
 DV1956
 DV1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1956
 DV1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1956
 DV1956.The geoid height was determined by GEOID03.
 DV1956
 DV1956;                    North         East     Units Scale Factor Converg.
 DV1956;SPC AZ W     -   256,540.379   212,532.674   MT  0.99993334   -0 00 17.6
 DV1956;SPC AZ W     -   841,667.91    697,285.68   iFT  0.99993334   -0 00 17.6
 DV1956;UTM  12      - 3,689,454.631   243,152.465   MT  1.00041344   -1 30 57.8
 DV1956
 DV1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1956!SPC AZ W     -   0.99990552  x   0.99993334  =   0.99983886
 DV1956!UTM  12      -   0.99990552  x   1.00041344  =   1.00031892
 DV1956
 DV1956:                Primary Azimuth Mark                     Grid Az
 DV1956:SPC AZ W     -  ALAMO AZ MK                              108 31 09.8
 DV1956:UTM  12      -  ALAMO AZ MK                              110 01 50.0
 DV1956
 DV1956|---------------------------------------------------------------------|
 DV1956| PID    Reference Object                     Distance      Geod. Az  |
 DV1956|                                                           dddmmss.s |
 DV1956| CH2191 ALAMO AZ MK                                        1083052.2 |
 DV1956| DV1949 PROMINENT DOME PALOMAS MTNS         APPROX.11.6 KM 1693018.4 |
 DV1956| DV1957 ALAMO CAIRN                           2.130 METERS 20504     |
 DV1956| CH2193 ALAMO RM 2                            3.786 METERS 24527     |
 DV1956| CH2192 ALAMO RM 1                            4.966 METERS 35059     |
 DV1956|---------------------------------------------------------------------|
 DV1956
 DV1956                          SUPERSEDED SURVEY CONTROL
 DV1956
 DV1956  NAD 83(1986)-  33 18 49.05706(N)    113 45 31.99229(W) AD(       ) 2
 DV1956  NAD 27      -  33 18 48.92700(N)    113 45 29.25300(W) AD(       ) 2
 DV1956  NGVD 29 (07/19/86)  632.7    (m)         2076.     (f) VERT ANG    3  
 DV1956
 DV1956.Superseded values are not recommended for survey control.
 DV1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1956.See file dsdata.txt to determine how the superseded data were derived.
 DV1956
 DV1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4315289455(NAD 83)
 DV1956_MARKER: DS = TRIANGULATION STATION DISK
 DV1956_SETTING: 80 = SET IN A BOULDER
 DV1956_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1956
 DV1956  HISTORY     - Date     Condition        Report By
 DV1956  HISTORY     - 1949     MONUMENTED       CGS
 DV1956  HISTORY     - 1950     GOOD             CGS
 DV1956
 DV1956                          STATION DESCRIPTION
 DV1956
 DV1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1956'THE STATION IS LOCATED ABOUT 29 MILES AIR LINE NORTHWEST OF
 DV1956'HORN, A RAILROAD SIDING AND SECTION HOUSE ON THE SOUTHERN
 DV1956'PACIFIC RAILROAD, ABOUT 0.5 MILE NORTHEAST OF THE ALAMO
 DV1956'ROAD.  THE STATION IS ON THE HIGHEST POINT, ON THE NORTH
 DV1956'END OF A SMALL HILL.  TWO HILLS OF ABOUT THE SAME GENERAL
 DV1956'CONTOUR ARE NEAR TOGETHER, THE LOWER ONE TO THE SOUTH HAVING
 DV1956'A BLACK APPEARANCE, THE NORTH ONE ON WHICH THE STATION IS
 DV1956'LOCATED, BEING LIGHT IN APPEARANCE.  THE STATION IS 7 FEET
 DV1956'NORTH OF A 6-FOOT CAIRN, SET FLUSH AND IS STAMPED, ALAMO
 DV1956'1949.
 DV1956'
 DV1956'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV1956'AS THE STATION, PROJECTS ABOUT 4 INCHES AND IS STAMPED, ALAMO
 DV1956'NO 1 1949.
 DV1956'
 DV1956'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DV1956'STATION, SET FLUSH AND IS STAMPED, ALAMO NO 2 1949.
 DV1956'
 DV1956'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ON
 DV1956'A LOW ROCK-COVERED KNOLL, ABOUT 0.1 MILE EAST OF THE BASE
 DV1956'OF STATION HILL, 6 FEET SOUTHWEST OF A 4 X 4 WITNESS POST
 DV1956'STUCK IN A 2 FOOT CAIRN, PROJECTS ABOUT 6 INCHES AND IS
 DV1956'STAMPED, ALAMO 1949.
 DV1956'
 DV1956'FROM THE RAILROAD AT HORN.  GO EAST ALONG THE SOUTH SIDE
 DV1956'OF RAILROAD TRACKS FOR 1.7 MILES TO A ROAD LEFT, CROSSING
 DV1956'TRACKS.  TURN LEFT (NORTH) AND GO 8.5 MILES TO A Y-INTERSECTION,
 DV1956'THE INTERSECTION OF THE LITTLE HORN AND SALOME ROADS.  TAKE
 DV1956'THE LEFT FORK, LITTLE HORN ROAD, AND GO 9.55 MILES TO A
 DV1956'Y-INTERSECTION AT THE NORTH SIDE OF A SMALL BLACK MALPAIS BUTTE.
 DV1956'TAKE THE RIGHT FORK (NORTH) AND GO 8.9 MILES TO A CROSSROAD.
 DV1956'(THE LITTLE HORN ROAD TURNS RIGHT) KEEP STRAIGHT AHEAD
 DV1956'WESTERLY, LEAVING THE LITTLE HORN ROAD AND GO 2.55 MILES TO A
 DV1956'YELLOW GAME REFUGE SIGN, CONTINUE FOR 0.1 MILE TO A
 DV1956'REVERSE-Y.  CONTINUE STRAIGHT AHEAD (NORTHERLY) FOR 0.4
 DV1956'MILE TO A Y-INTERSECTION.  KEEP THE RIGHT FORK (NORTHWARD) AND GO 0.7
 DV1956'MILE TO THE INTERSECTION OF THE ALAMO ROAD FROM THE EAST.
 DV1956'CONTINUE NORTHWESTERLY ALONG THE ALAMO ROAD FOR 1.9 MILES TO
 DV1956'A DIM TRACK ROAD RIGHT.  THIS POINT IS BETWEEN THE TWO SMALL
 DV1956'HILLS MENTIONED ABOVE.  TURN RIGHT ON DIM TRACK ROAD AND
 DV1956'GO 0.4 MILE TO THE EDGE OF WASH AT THE SOUTH BASE OF HILL
 DV1956'AND END OF TRUCK TRAVEL FOR 2 WHEEL DRIVE VEHICLE.
 DV1956'WITH A FOUR WHEEL DRIVE VEHICLE YOU CAN ENTER WASH, TURN
 DV1956'RIGHT AND CONTINUE NORTHEASTERLY AROUND THE BASE OF HILL
 DV1956'FOR ABOUT 0.7 MILE TO THE AZIMUTH MARK AS DESCRIBED
 DV1956'ABOVE, THENCE ABOUT 0.1 MILE TO BASE OF HILL AND END OF
 DV1956'TRUCK TRAVEL.  A 10-MINUTE PACK.
 DV1956
 DV1956                          STATION RECOVERY (1950)
 DV1956
 DV1956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1956'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DV1956'THE STATION WAS NOT OCCUPIED, THE DISTANCE AND DIRECTION
 DV1956'TO THE REFERENCE MARKS WERE NOT CHECKED.
 DV1956'
 DV1956'THE LITOGRAPH DESCRIPTION OF 1949, OF THE STATION AND THE
 DV1956'TRAVEL TO REACH THE STATION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1062 ***********************************************************************
 ET1062  DESIGNATION -  ALAMO
 ET1062  PID         -  ET1062
 ET1062  STATE/COUNTY-  AZ/YAVAPAI
 ET1062  USGS QUAD   -  ARRASTRA MTN SE (1967)
 ET1062
 ET1062                         *CURRENT SURVEY CONTROL
 ET1062  ___________________________________________________________________
 ET1062* NAD 83(1992)-  34 15 09.56537(N)    113 19 53.87707(W)     ADJUSTED  
 ET1062* NAVD 88     -       673.9    (meters)    2211.     (feet)  VERTCON   
 ET1062  ___________________________________________________________________
 ET1062  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET1062  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ET1062  HORZ ORDER  -  FIRST
 ET1062
 ET1062.The horizontal coordinates were established by classical geodetic methods
 ET1062.and adjusted by the National Geodetic Survey in August 1993.
 ET1062
 ET1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1062
 ET1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1062
 ET1062.The geoid height was determined by GEOID03.
 ET1062
 ET1062;                    North         East     Units Scale Factor Converg.
 ET1062;SPC AZ C     -   361,582.807    83,035.115   MT  1.00010930   -0 47 47.5
 ET1062;SPC AZ C     - 1,186,295.30    272,424.92   iFT  1.00010930   -0 47 47.5
 ET1062;SPC AZ W     -   360,768.155   251,893.540   MT  0.99995163   +0 14 07.7
 ET1062;SPC AZ W     - 1,183,622.56    826,422.38   iFT  0.99995163   +0 14 07.7
 ET1062;UTM  12      - 3,792,630.339   285,296.489   MT  1.00016826   -1 18 46.2
 ET1062
 ET1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1062!SPC AZ C     -   0.99989891  x   1.00010930  =   1.00000820
 ET1062!SPC AZ W     -   0.99989891  x   0.99995163  =   0.99985055
 ET1062!UTM  12      -   0.99989891  x   1.00016826  =   1.00006715
 ET1062
 ET1062:                Primary Azimuth Mark                     Grid Az
 ET1062:SPC AZ C     -  ALAMO AZ MK                              074 38 17.6
 ET1062:SPC AZ W     -  ALAMO AZ MK                              073 36 22.4
 ET1062:UTM  12      -  ALAMO AZ MK                              075 09 16.3
 ET1062
 ET1062|---------------------------------------------------------------------|
 ET1062| PID    Reference Object                     Distance      Geod. Az  |
 ET1062|                                                           dddmmss.s |
 ET1062| CH2188 ALAMO AZ MK                                        0735030.1 |
 ET1062| CH2189 ALAMO RM 1                            6.584 METERS 08022     |
 ET1062| ET1063 T11N R10W SECS 31 32 1/4 COR        125.911 METERS 09717     |
 ET1062| CH2190 ALAMO RM 2                            7.757 METERS 17655     |
 ET1062|---------------------------------------------------------------------|
 ET1062
 ET1062                          SUPERSEDED SURVEY CONTROL
 ET1062
 ET1062  NAD 83(1986)-  34 15 09.56397(N)    113 19 53.88166(W) AD(       ) 1
 ET1062  NAD 27      -  34 15 09.48600(N)    113 19 51.16700(W) AD(       ) 1
 ET1062  NGVD 29 (07/19/86)  673.2    (m)         2209.     (f) VERT ANG    3  
 ET1062
 ET1062.Superseded values are not recommended for survey control.
 ET1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1062.See file dsdata.txt to determine how the superseded data were derived.
 ET1062
 ET1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8529692630(NAD 83)
 ET1062_MARKER: DS = TRIANGULATION STATION DISK
 ET1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1062
 ET1062  HISTORY     - Date     Condition        Report By
 ET1062  HISTORY     - 1944     MONUMENTED       CGS
 ET1062  HISTORY     - 1948     GOOD             CGS
 ET1062  HISTORY     - 1967     GOOD             USGS
 ET1062  HISTORY     - 1980     GOOD             AZDT
 ET1062
 ET1062                          STATION DESCRIPTION
 ET1062
 ET1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1062'STATION IS LOCATED ON A HIGH PART OF THE ROLLING PLATEAU 23 MILES
 ET1062'NNW OF AGUILA, ABOUT 28 MILES (AIR LINE) WNW OF CONGRESS
 ET1062'JUNCTION, ABOUT 4 MILES S OF THE SANTA MARIA RIVER, AND ABOUT 1
 ET1062'MILE E OF THE YUMA-YAVAPAI COUNTY LINE.
 ET1062'
 ET1062'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET1062'PROJECTING ABOUT 7 INCHES ABOVE THE GROUND AND IS STAMPED ALAMO
 ET1062'1944.  IT IS LOCATED 62 FEET N OF THE CENTER LINE OF GRAVEL ROAD
 ET1062'AND 12.8 FEET N OF A 4- BY 4-INCH WHITE WITNESS POST.  UNDERGROUND
 ET1062'MARK IS A BRONZE DISK SET IN A CONCRETE POST.
 ET1062'
 ET1062'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1062'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1062'ALAMO NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET1062'STATION MARK.
 ET1062'
 ET1062'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1062'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1062'ALAMO NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET1062'STATION MARK.
 ET1062'
 ET1062'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 ET1062'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED ALAMO
 ET1062'1944.  IT IS 97 FEET NW OF THE CENTER LINE OF GRAVEL ROAD AND
 ET1062'5.3 FEET NNW OF A 4- BY 4-INCH WHITE WITNESS POST.
 ET1062'
 ET1062'TO REACH STATION FROM THE POST OFFICE IN CONGRESS JUNCTION,
 ET1062'GO W ON STATE HIGHWAY 71 FOR 1.6 MILES TO A FORK.  TURN RIGHT, OFF
 ET1062'STATE HIGHWAY 71, AND FOLLOW GOOD GRAVEL ROAD FOR 8.8 MILES TO
 ET1062'ROADS RIGHT AND LEFT.  CONTINUE STRAIGHT AHEAD FOR 5.1 MILES,
 ET1062'KEEP RIGHT FORK AND CONTINUE 15.0 MILES TO THE AZIMUTH MARK
 ET1062'ON THE RIGHT.  CONTINUE 0.8 MILE FARTHER TO THE STATION, ON THE
 ET1062'RIGHT SIDE OF THE ROAD.
 ET1062'
 ET1062'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET1062
 ET1062                          STATION RECOVERY (1948)
 ET1062
 ET1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1062'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ET1062'CONDITION.
 ET1062'
 ET1062'A NEW DESCRIPTION IS AS FOLLOWS--
 ET1062'
 ET1062'STATION LOCATED ON THE HIGH PART OF THE ROLLING PLATEAU ABOUT 28
 ET1062'MILES AIRLINE WEST-NORTHWEST OF CONGRESS JUNCTION, 23 MILES
 ET1062'NORTH-NORTHWEST OF AGUILA, 4 MILES AIRLINE SOUTH OF THE SANTA
 ET1062'MARIA RIVER, 1 MILE EAST OF THE YUMA - YAVAPAI COUNTY LINE,
 ET1062'62 FEET NORTH OF THE CENTER LINE OF ROAD, 12.8 FEET NORTH OF
 ET1062'WHITE WITNESS POST, PROJECTS 8 INCHES, SET INTO THE TOP OF A
 ET1062'SQUARE CONCRETE MONUMENT, AND STAMPED, ALAMO 1944.
 ET1062'
 ET1062'UNDERGROUND MARK SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 ET1062'
 ET1062'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1062'STATION, PROJECTS 3 INCHES, SET INTO THE TOP OF A SQUARE CONCRETE
 ET1062'MONUMENT, AND STAMPED, ALAMO NO 1 1944.
 ET1062'
 ET1062'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1062'STATION, PROJECTS 2 INCHES, SET INTO THE TOP OF A SQUARE CONCRETE
 ET1062'MONUMENT, AND STAMPED, ALAMO NO 2 1944.
 ET1062'
 ET1062'AZIMUTH MARK IS LOCATED 97 FEET NORTHWEST OF CENTER LINE OF ROAD,
 ET1062'5-1/2 FEET NORTH NORTHWEST OF A WHITE WITNESS POST, PROJECTS 6
 ET1062'INCHES, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, AND STAMPED
 ET1062'ALAMO 1944.
 ET1062'
 ET1062'A GENERAL LAND OFFICE BRONZE QUARTER SECTION CORNER MARK WAS TIED
 ET1062'IN.  IT IS LOCATED 4-1/2 PACES SOUTH OF CENTER LINE OF ROAD,
 ET1062'APPROXIMATELY 8 FEET LOWER THAN STATION, FASTENED TO TOP OF A 1
 ET1062'INCH IRON PIPE WHICH PROJECTS 6 INCHES, AND IS STAMPED, 1/4 S31
 ET1062'S32 1914.
 ET1062'
 ET1062'TO REACH FROM POST OFFICE IN CONGRESS JUNCTION, GO WEST ON STATE
 ET1062'ROUTE 71 FOR 1.6 MILE TO FORKS--TAKE RIGHT FORK, LEAVING HIGHWAY,
 ET1062'AND FOLLOW MAIN ROAD FOR 8.8 MILES TO FORKS.  TAKE LEFT FORK,
 ET1062'STRAIGHT AHEAD, AND GO 5.1 MILES TO FORKS.  KEEP RIGHT FORK AS PER
 ET1062'SIGN PALMERITA RANCH AND GO 15.0 MILES TO AZIMUTH MARK ON RIGHT
 ET1062'AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.8 MILE TO STATION ON
 ET1062'RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 ET1062'
 ET1062'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 ET1062
 ET1062                          STATION RECOVERY (1967)
 ET1062
 ET1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JRS)
 ET1062'RECOVERED AS DESCRIBED.
 ET1062
 ET1062                          STATION RECOVERY (1980)
 ET1062
 ET1062'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1062'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE A21MUTH MARK WERE
 ET1062'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET1062'
 ET1062'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60 AND 93 IN
 ET1062'WICKENBURG, TRAVEL NORTHWEST ALONG US 93 FOR 20.65 MILES TO ALAMO ROAD
 ET1062'ON THE LEFT.  TURN LEFT FOR 5.9 MILES TO A FORK.  TAKE THE RIGHT FORK
 ET1062'FOR 3.5 MILES TO A CATTLE GUARD, CONTINUE ON MAIN TRAVELED ROAD FOR
 ET1062'1.05 MILES TO PIPE LINE RANCH IN DATE CREEK VALLEY.  CONTINUE WESTERLY
 ET1062'ALONG THE MAIN TRAVELED ROAD FOR 4.6 MILES TO A CATTLE GUARD, CONTINUE
 ET1062'WESTERLY FOR 4.85 MILES TO A CORRAL ON THE RIGHT, CONTINUE WESTERLY ON
 ET1062'MAIN ROAD FOR 1.4 MILES TO STATION ON THE RIGHT.  NOTE ALL CROSS ROADS
 ET1062'AND SOME CATTLE GUARDS ARE OMITTED FROM THIS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1523 ***********************************************************************
 DA1523  DESIGNATION -  ALAMO
 DA1523  PID         -  DA1523
 DA1523  STATE/COUNTY-  AZ/PIMA
 DA1523  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1523
 DA1523                         *CURRENT SURVEY CONTROL
 DA1523  ___________________________________________________________________
 DA1523* NAD 83(1992)-  32 06 51.01791(N)    112 46 09.62236(W)     ADJUSTED  
 DA1523* NAVD 88     -       571.6    (meters)    1875.     (feet)  VERTCON   
 DA1523  ___________________________________________________________________
 DA1523  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 DA1523  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DA1523  HORZ ORDER  -  SECOND
 DA1523
 DA1523.The horizontal coordinates were established by classical geodetic methods
 DA1523.and adjusted by the National Geodetic Survey in August 1993.
 DA1523
 DA1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1523
 DA1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1523
 DA1523.The geoid height was determined by GEOID03.
 DA1523
 DA1523;                    North         East     Units Scale Factor Converg.
 DA1523;SPC AZ C     -   123,844.309   132,895.007   MT  0.99997982   -0 27 11.9
 DA1523;SPC AZ C     -   406,313.35    436,007.24   iFT  0.99997982   -0 27 11.9
 DA1523;UTM  12      - 3,554,461.324   333,072.222   MT  0.99994364   -0 56 26.9
 DA1523
 DA1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1523!SPC AZ C     -   0.99991524  x   0.99997982  =   0.99989506
 DA1523!UTM  12      -   0.99991524  x   0.99994364  =   0.99985889
 DA1523
 DA1523:                Primary Azimuth Mark                     Grid Az
 DA1523:SPC AZ C     -  LEWIS                                    007 36 49.5
 DA1523:UTM  12      -  LEWIS                                    008 06 04.5
 DA1523
 DA1523|---------------------------------------------------------------------|
 DA1523| PID    Reference Object                     Distance      Geod. Az  |
 DA1523|                                                           dddmmss.s |
 DA1523| DA1518 LEWIS                               APPROX.12.4 KM 0070937.6 |
 DA1523| CH4156 ALAMO RM 1                           17.439 METERS 23331     |
 DA1523| DA0360 T 110                                 7.865 METERS 32344     |
 DA1523|---------------------------------------------------------------------|
 DA1523
 DA1523                          SUPERSEDED SURVEY CONTROL
 DA1523
 DA1523  NAD 83(1986)-  32 06 51.00670(N)    112 46 09.62448(W) AD(       ) 2
 DA1523  NAD 27      -  32 06 50.77592(N)    112 46 07.09059(W) AD(       ) 2
 DA1523  NGVD 29 (07/19/86)  570.9    (m)         1873.     (f) VERT ANG    3  
 DA1523
 DA1523.Superseded values are not recommended for survey control.
 DA1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1523.See file dsdata.txt to determine how the superseded data were derived.
 DA1523
 DA1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3307254461(NAD 83)
 DA1523_MARKER: DD = SURVEY DISK
 DA1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1523+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1523
 DA1523  HISTORY     - Date     Condition        Report By
 DA1523  HISTORY     - 1977     MONUMENTED       AZDT
 DA1523  HISTORY     - 19990120 GOOD             USPSQD
 DA1523  HISTORY     - 20061112 GOOD             USPSQD
 DA1523
 DA1523                          STATION DESCRIPTION
 DA1523
 DA1523'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1523'THE STATION IS ABOUT 19 MILES EAST SOUTHEAST OF AJO AND 11 MILES
 DA1523'SOUTH OF WHY ALONG THE LEFT (EAST) SIDE OF ARIZONA HWY. 85.
 DA1523'
 DA1523'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ALMO 1977 AND
 DA1523'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 59.5 FEET EAST OF
 DA1523'HWY. 85 CENTERLINE.
 DA1523'
 DA1523'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ALMO RM 1
 DA1523'1977 AND IS EPOXIED ON THE NORTH END OF EAST HEADWALL OF A
 DA1523'CONCRETE BOX CULVERT 17 FEET EAST OF HWY. CENTERLINE.
 DA1523'
 DA1523'REFERENCE MARK 2 IS A STANDARD USC AND GS BENCH MARK STAMPED
 DA1523'ADOT T110 1935 AND IS SET IN A CONCRETE POST 42 FEET EAST OF
 DA1523'HWY. CENTERLINE.
 DA1523'
 DA1523'TO REACH FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86 AT WHY,
 DA1523'TRAVEL SOUTH ON HWY. 85 TO MILE POST 63.75 AND THE STATION ON THE
 DA1523'LEFT.  (EAST)
 DA1523'
 DA1523'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1523
 DA1523                          STATION RECOVERY (1999)
 DA1523
 DA1523'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1523'RECOVERED IN GOOD CONDITION.
 DA1523
 DA1523                          STATION RECOVERY (2006)
 DA1523
 DA1523'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1957 ***********************************************************************
 DV1957  DESIGNATION -  ALAMO CAIRN
 DV1957  PID         -  DV1957
 DV1957  STATE/COUNTY-  AZ/LA PAZ
 DV1957  USGS QUAD   -  HOODOO WELL (1990)
 DV1957
 DV1957                         *CURRENT SURVEY CONTROL
 DV1957  ___________________________________________________________________
 DV1957* NAD 83(1992)-  33 18 49.00170(N)    113 45 32.02086(W)     ADJUSTED  
 DV1957* NAVD 88     -       634.     (meters)    2080.     (feet)  SCALED    
 DV1957  ___________________________________________________________________
 DV1957  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DV1957  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DV1957  HORZ ORDER  -  THIRD
 DV1957
 DV1957.The horizontal coordinates were established by classical geodetic methods
 DV1957.and adjusted by the National Geodetic Survey in August 1993.
 DV1957
 DV1957.The orthometric height was scaled from a topographic map.
 DV1957
 DV1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1957
 DV1957.The geoid height was determined by GEOID03.
 DV1957
 DV1957;                    North         East     Units Scale Factor Converg.
 DV1957;SPC AZ W     -   256,538.450   212,531.772   MT  0.99993334   -0 00 17.6
 DV1957;SPC AZ W     -   841,661.58    697,282.72   iFT  0.99993334   -0 00 17.6
 DV1957;UTM  12      - 3,689,452.726   243,151.511   MT  1.00041345   -1 30 57.9
 DV1957
 DV1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1957!SPC AZ W     -   0.99990547  x   0.99993334  =   0.99983882
 DV1957!UTM  12      -   0.99990547  x   1.00041345  =   1.00031888
 DV1957
 DV1957                          SUPERSEDED SURVEY CONTROL
 DV1957
 DV1957  NAD 83(1986)-  33 18 48.99443(N)    113 45 32.02717(W) AD(       ) 4
 DV1957  NAD 27      -  33 18 48.86400(N)    113 45 29.28800(W) AD(       ) 3
 DV1957
 DV1957.Superseded values are not recommended for survey control.
 DV1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1957.See file dsdata.txt to determine how the superseded data were derived.
 DV1957
 DV1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4315289453(NAD 83)
 DV1957_MARKER: 72 = CAIRN
 DV1957
 DV1957  HISTORY     - Date     Condition        Report By
 DV1957  HISTORY     - 1949     FIRST OBSERVED   CGS
 DV1957
 DV1957                          STATION DESCRIPTION
 DV1957
 DV1957'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1807 ***********************************************************************
 CZ1807  DESIGNATION -  ALDER
 CZ1807  PID         -  CZ1807
 CZ1807  STATE/COUNTY-  AZ/PIMA
 CZ1807  USGS QUAD   -  BUEHMAN CANYON (1981)
 CZ1807
 CZ1807                         *CURRENT SURVEY CONTROL
 CZ1807  ___________________________________________________________________
 CZ1807* NAD 83(1992)-  32 28 47.33484(N)    110 35 19.18834(W)     ADJUSTED  
 CZ1807* NAVD 88     -      1168.5    (meters)    3834.     (feet)  VERTCON   
 CZ1807  ___________________________________________________________________
 CZ1807  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CZ1807  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CZ1807  HORZ ORDER  -  FIRST
 CZ1807
 CZ1807.The horizontal coordinates were established by classical geodetic methods
 CZ1807.and adjusted by the National Geodetic Survey in August 1993.
 CZ1807
 CZ1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1807
 CZ1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1807
 CZ1807.The geoid height was determined by GEOID03.
 CZ1807
 CZ1807;                    North         East     Units Scale Factor Converg.
 CZ1807;SPC AZ C     -   164,845.794   338,181.595   MT  1.00009207   +0 42 47.6
 CZ1807;SPC AZ C     -   540,832.66  1,109,519.67   iFT  1.00009207   +0 42 47.6
 CZ1807;SPC AZ E     -   164,147.340   173,697.070   MT  0.99991939   -0 13 35.8
 CZ1807;SPC AZ E     -   538,541.14    569,872.28   iFT  0.99991939   -0 13 35.8
 CZ1807;UTM  12      - 3,593,696.113   538,649.386   MT  0.99961842   +0 13 15.2
 CZ1807
 CZ1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1807!SPC AZ C     -   0.99982095  x   1.00009207  =   0.99991301
 CZ1807!SPC AZ E     -   0.99982095  x   0.99991939  =   0.99974036
 CZ1807!UTM  12      -   0.99982095  x   0.99961842  =   0.99943944
 CZ1807
 CZ1807|---------------------------------------------------------------------|
 CZ1807| PID    Reference Object                     Distance      Geod. Az  |
 CZ1807|                                                           dddmmss.s |
 CZ1807| CC5940 ALDER RM 1                            5.260 METERS 08448     |
 CZ1807| CC5939 ALDER AZ MK                                        1143851.0 |
 CZ1807| CC5941 ALDER RM 2                            5.400 METERS 17022     |
 CZ1807|---------------------------------------------------------------------|
 CZ1807
 CZ1807                          SUPERSEDED SURVEY CONTROL
 CZ1807
 CZ1807  NAD 83(1986)-  32 28 47.33205(N)    110 35 19.18400(W) AD(       ) 1
 CZ1807  NAD 27      -  32 28 47.08700(N)    110 35 16.86100(W) AD(       ) 1
 CZ1807  NGVD 29 (07/19/86) 1167.8    (m)         3831.     (f) VERT ANG    3  
 CZ1807
 CZ1807.Superseded values are not recommended for survey control.
 CZ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1807.See file dsdata.txt to determine how the superseded data were derived.
 CZ1807
 CZ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3864993696(NAD 83)
 CZ1807_MARKER: DS = TRIANGULATION STATION DISK
 CZ1807_SETTING: 0 = UNSPECIFIED SETTING
 CZ1807
 CZ1807  HISTORY     - Date     Condition        Report By
 CZ1807  HISTORY     - 1947     MONUMENTED       CGS
 CZ1807  HISTORY     - 1972     GOOD             AZHD
 CZ1807
 CZ1807                          STATION DESCRIPTION
 CZ1807
 CZ1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1807'THE STATION IS LOCATED ABOUT 7 MILES AIR LINE NORTHWEST OF
 CZ1807'REDINGTON, ABOUT 6 MILES WEST OF THE SAN PEDRO RIVER, ABOUT
 CZ1807'2.3 MILES AIR LINE SOUTH OF THE PIMA-PINAL COUNTY LINE ON THE
 CZ1807'ROLLING HILLS OF THE DAVIS MESA.  IT IS ON THE HIGHEST PART
 CZ1807'OF A NORTHWEST-SOUTHEAST RIDGE, 4 FEET EAST OF A 4X4 WITNESS
 CZ1807'POST, A BRONZE DISK WELDED IN TOP OF A 3 INCH IRON PIPE
 CZ1807'WHICH PROJECTS 8 INCHES AND IS STAMPED ALDER 1947.
 CZ1807'
 CZ1807'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1807'STATION, A BRONZE DISK WELDED IN TOP OF A 3 INCH IRON PIPE
 CZ1807'WHICH PROJECTS 6 INCHES AND IS STAMPED ALDER NO 1 1947.
 CZ1807'
 CZ1807'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 CZ1807'STATION, ON THE SOUTHWEST SLOPE, A BRONZE DISK WELDED IN TOP
 CZ1807'OF A 3 INCH IRON PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED
 CZ1807'ALDER NO 2 1947.
 CZ1807'
 CZ1807'THE AZIMUTH MARK IS LOCATED ALONG ROAD TO STATION AT POINT WHERE
 CZ1807'YOU LEAVE THE ROAD, 30 FEET SOUTHWEST OF AND APPROXIMATELY
 CZ1807'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 21 FEET NORTH OF A
 CZ1807'2 FOOT CACTUS WITH TRIANGLE BLAZE, 3 FEET NORTHWEST OF A 4X4
 CZ1807'WITNESS POST, PROJECTS 6 INCHES AND IS STAMPED ALDER 1947.
 CZ1807'
 CZ1807'TO REACH FROM REDINGTON, WHICH IS 43.5 MILES NORTH-NORTHWEST OF
 CZ1807'BENSON.  GO WEST ON THE MAIN TRAVELED ROAD FOR 0.13 MILE TO A
 CZ1807'SIDE ROAD RIGHT, JUST AFTER CROSSING THE SAN PEDRO RIVER.  TURN
 CZ1807'RIGHT (N) AND FOLLOW MAIN TRAVELED ROAD FOR 0.65 MILE TO A
 CZ1807'WIRE GATE AT RANCH BUILDING.  PASS THROUGH AND CONTINUE FOR
 CZ1807'0.9 MILE TO WIRE GATE AND CATTLE GUARD.  CONTINUE FOR 0.15
 CZ1807'MILE TO FORK.  TAKE LEFT FORK AND GO 4.1 MILES TO FORK.  TAKE
 CZ1807'RIGHT FORK AND GO 1.3 MILES TO A LARGE ROCKY WASH.  CROSS
 CZ1807'WASH AND CONTINUE FOR 0.25 MILE TO A DIM TRACK ROAD LEFT.
 CZ1807'TURN LEFT AND FOLLOW TRACK ROAD FOR 0.7 MILE TO A WIRE GATE.
 CZ1807'PASS THROUGH AND GO 0.15 MILE TO A REVERSE Y.  CONTINUE
 CZ1807'STRAIGHT AHEAD FOR 0.1 MILE TO FORK.  TAKE RIGHT FORK AND
 CZ1807'GO 0.06 MILE TO A LARGE CACTUS ON LEFT WITH A TRIANGLE
 CZ1807'BLAZE AND AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS POINT
 CZ1807'LEAVE ROAD TO RIGHT, CROSS WASH AND CONTINUE TO TOP OF
 CZ1807'RIDGE THENCE LEFT (NW) AND FOLLOW CREST OF RIDGE TO THE
 CZ1807'HIGHEST PART AND STATION SITE AS DESCRIBED ABOVE.  A 4
 CZ1807'WHL. DRIVE VEHICLE IS NEEDED FOR THIS STATION, OTHERWISE A
 CZ1807'WALK OF APPROXIMATELY 2.5 MILES WOULD BE IN ORDER.
 CZ1807'
 CZ1807'THE DISTANCE FROM THE AZIMUTH MARK TO STATION IS 1.1 MILE.
 CZ1807
 CZ1807                          STATION RECOVERY (1972)
 CZ1807
 CZ1807'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1807'STATION MARK, REFERENCE MARKS R.M. 1 AND 2 RECOVERED IN GOOD CONDITION
 CZ1807'
 CZ1807'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0739 ***********************************************************************
 DT0739  DESIGNATION -  ALDER
 DT0739  PID         -  DT0739
 DT0739  STATE/COUNTY-  AZ/GREENLEE
 DT0739  USGS QUAD   -  FRITZ CANYON (1967)
 DT0739
 DT0739                         *CURRENT SURVEY CONTROL
 DT0739  ___________________________________________________________________
 DT0739* NAD 83(1992)-  33 22 30.15458(N)    109 14 18.92287(W)     ADJUSTED  
 DT0739* NAVD 88     -      2056.3    (meters)    6746.     (feet)  VERTCON   
 DT0739  ___________________________________________________________________
 DT0739  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DT0739  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DT0739  HORZ ORDER  -  SECOND
 DT0739
 DT0739.The horizontal coordinates were established by classical geodetic methods
 DT0739.and adjusted by the National Geodetic Survey in August 1993.
 DT0739
 DT0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0739
 DT0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0739
 DT0739.The geoid height was determined by GEOID03.
 DT0739
 DT0739;                    North         East     Units Scale Factor Converg.
 DT0739;SPC AZ E     -   263,727.340   299,715.842   MT  0.99999191   +0 30 38.1
 DT0739;SPC AZ E     -   865,247.18    983,319.69   iFT  0.99999191   +0 30 38.1
 DT0739;UTM  12      - 3,694,251.302   663,854.208   MT  0.99993102   +0 58 09.1
 DT0739
 DT0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0739!SPC AZ E     -   0.99968109  x   0.99999191  =   0.99967300
 DT0739!UTM  12      -   0.99968109  x   0.99993102  =   0.99961213
 DT0739
 DT0739|---------------------------------------------------------------------|
 DT0739| PID    Reference Object                     Distance      Geod. Az  |
 DT0739|                                                           dddmmss.s |
 DT0739| CD1500 ALDER RM 2                            6.303 METERS 07028     |
 DT0739| DT0736 MAPLE                               APPROX.13.1 KM 1034545.4 |
 DT0739| CD1499 ALDER RM 1                            6.162 METERS 21511     |
 DT0739| DT0765 ROSE PEAK LOOKOUT                   APPROX.14.3 KM 3001932.9 |
 DT0739|---------------------------------------------------------------------|
 DT0739
 DT0739                          SUPERSEDED SURVEY CONTROL
 DT0739
 DT0739  NAD 83(1986)-  33 22 30.15153(N)    109 14 18.92233(W) AD(       ) 2
 DT0739  NAD 27      -  33 22 29.93929(N)    109 14 16.65483(W) AD(       ) 2
 DT0739  NGVD 29 (07/19/86) 2055.4    (m)         6743.     (f) VERT ANG    3  
 DT0739
 DT0739.Superseded values are not recommended for survey control.
 DT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0739.See file dsdata.txt to determine how the superseded data were derived.
 DT0739
 DT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6385494251(NAD 83)
 DT0739_MARKER: DD = SURVEY DISK
 DT0739_SETTING: 66 = SET IN ROCK OUTCROP
 DT0739
 DT0739  HISTORY     - Date     Condition        Report By
 DT0739  HISTORY     - 1967     MONUMENTED       USGS
 DT0739
 DT0739                          STATION DESCRIPTION
 DT0739
 DT0739'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FMG)
 DT0739'LOCATED ABOUT 21 MI. NNE. OF MORENCI.  ABOUT 9 MI. SE. OF ROSE
 DT0739'PEAK L.O.T.  ABOUT 3 MI. W. OF THE BLUE RIVER.  ON A HIGH,
 DT0739'SHARP, ISOLATED PEAK.
 DT0739'
 DT0739'REACHED BY HELICOPTER.
 DT0739'
 DT0739'STATION MARK--A STANDARD BENCH MARK TABLET STAMPED ALDER 1966
 DT0739'SET IN DRILL HOLE IN OUTCROPPING ROCK.
 DT0739'
 DT0739'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 DT0739'STAMPED NO 1 1966 SET IN DRILL HOLE IN ROCK.
 DT0739'
 DT0739'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 DT0739'STAMPED NO 2 1966 SET IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1942 ***********************************************************************
 DU1942  DESIGNATION -  ALDER
 DU1942  PID         -  DU1942
 DU1942  STATE/COUNTY-  AZ/GILA
 DU1942  USGS QUAD   -  CASSADORE SPRING (1966)
 DU1942
 DU1942                         *CURRENT SURVEY CONTROL
 DU1942  ___________________________________________________________________
 DU1942* NAD 83(1992)-  33 31 41.68938(N)    110 27 37.73451(W)     ADJUSTED  
 DU1942* NAVD 88     -      1355.6    (meters)    4447.     (feet)  VERTCON   
 DU1942  ___________________________________________________________________
 DU1942  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 DU1942  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DU1942  HORZ ORDER  -  THIRD
 DU1942
 DU1942.The horizontal coordinates were established by classical geodetic methods
 DU1942.and adjusted by the National Geodetic Survey in August 1993.
 DU1942
 DU1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1942
 DU1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1942
 DU1942.The geoid height was determined by GEOID03.
 DU1942
 DU1942;                    North         East     Units Scale Factor Converg.
 DU1942;SPC AZ E     -   280,371.775   186,069.503   MT  0.99990918   -0 09 44.2
 DU1942;SPC AZ E     -   919,854.90    610,464.25   iFT  0.99990918   -0 09 44.2
 DU1942;UTM  12      - 3,709,981.234   550,097.358   MT  0.99963094   +0 17 52.8
 DU1942
 DU1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1942!SPC AZ E     -   0.99979135  x   0.99990918  =   0.99970055
 DU1942!UTM  12      -   0.99979135  x   0.99963094  =   0.99942236
 DU1942
 DU1942|---------------------------------------------------------------------|
 DU1942| PID    Reference Object                     Distance      Geod. Az  |
 DU1942|                                                           dddmmss.s |
 DU1942| CD1497 ALDER RM 1                           11.253 METERS 00945     |
 DU1942| CD1496 ALDER AZ MK                                        0401124.6 |
 DU1942| CD1498 ALDER RM 2                            8.038 METERS 11720     |
 DU1942|---------------------------------------------------------------------|
 DU1942
 DU1942                          SUPERSEDED SURVEY CONTROL
 DU1942
 DU1942  NAD 83(1986)-  33 31 41.68481(N)    110 27 37.73513(W) AD(       ) 3
 DU1942  NAD 27      -  33 31 41.49090(N)    110 27 35.37450(W) AD(       ) 3
 DU1942  NGVD 29 (07/19/86) 1355.0    (m)         4446.     (f) VERT ANG    3  
 DU1942
 DU1942.Superseded values are not recommended for survey control.
 DU1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1942.See file dsdata.txt to determine how the superseded data were derived.
 DU1942
 DU1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5009709981(NAD 83)
 DU1942_MARKER: DD = SURVEY DISK
 DU1942_SETTING: 80 = SET IN A BOULDER
 DU1942_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1942
 DU1942  HISTORY     - Date     Condition        Report By
 DU1942  HISTORY     - 1960     MONUMENTED       USFS
 DU1942  HISTORY     - 1972     GOOD             AZHD
 DU1942
 DU1942                          STATION DESCRIPTION
 DU1942
 DU1942'DESCRIBED BY US FOREST SERVICE 1960 (NES)
 DU1942'STATION IS LOCATED ON A LONE HILL WHICH IS BRUSHY ON THE NORTH
 DU1942'AND EAST SIDE AND BARE ON THE SOUTH SIDE.  IT IS ABOUT 11 MILES
 DU1942'NORTH OF SAN CARLOS.
 DU1942'
 DU1942'REACHED FROM THE POST OFFICE IN SAN CARLOS BY GOING NORTH ON
 DU1942'MACADAM ROAD FOR 0.25 MILE TO CROSSROADS AT THE ENTRANCE TO THE
 DU1942'SAN CARLOS INDIAN AGENCY, TURN RIGHT, EAST THEN NORTH, ON A
 DU1942'GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 DU1942'CROSSING A LARGE WASH AND FOLLOW GRAVELED ROAD NORTHERLY FOR 6.7
 DU1942'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 DU1942'NORTHERLY ON GRAVELED ROAD FOR 1.5 MILES TO A SIDE ROAD
 DU1942'LEFT JUST AFTER PASSING A POLE CORRAL ON THE RIGHT, TURN
 DU1942'LEFT AND FOLLOW GRADED ROAD NORTHERLY FOR 5.15 MILES TO
 DU1942'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY ON GRADED ROAD
 DU1942'FOR 0.1 MILE TO TOP OF SADDLE AND DIM TRACKS ON THE LEFT,
 DU1942'TURN LEFT ONTO DIM TRACKS AND PICK WAY ACROSS COUNTRY FOR 0.3
 DU1942'MILE TO THE BASE OF HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK
 DU1942'WEST TO TOP OF HILL AND STATION.  ABOUT 10 MINUTES PACK.
 DU1942'
 DU1942'STATION MARK IS A U.S. FOREST SERVICE MARK, STAMPED ALDER 1955
 DU1942'AND CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8
 DU1942'INCHES.
 DU1942'
 DU1942'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALDER USFS 1958,
 DU1942'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS ABOUT 4 FEET
 DU1942'HIGHER THAN THE STATION MARK.
 DU1942'
 DU1942'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALDER USFS NO 2
 DU1942'1958, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS ABOUT
 DU1942'4 FEET HIGHER THAN THE STATION MARK.
 DU1942'
 DU1942'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALDER USFS 1958, CEMENTED
 DU1942'IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND SURFACE.  IT IS
 DU1942'14 FEET EAST OF THE CENTER OF THE GRADED ROAD AND 2 FEET NORTH
 DU1942'OF A WHITE WITNESS POST.
 DU1942
 DU1942                          STATION RECOVERY (1972)
 DU1942
 DU1942'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1942'GENERAL LOCATION - FORT APACHE INDIAN RESERVATION
 DU1942'
 DU1942'TO REACH - AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1942'
 DU1942'STATION MARK - STD. B.C. STAMPED ALDER 1955
 DU1942'
 DU1942'REFERENCE MARKS - NO. 1 AND NO. 2 STD. B.C. STAMPED ALDER
 DU1942'U.S.F.S. 1958
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1788 ***********************************************************************
 DU1788  DESIGNATION -  ALDER
 DU1788  PID         -  DU1788
 DU1788  STATE/COUNTY-  AZ/MARICOPA
 DU1788  USGS QUAD   -  RENO PASS (1964)
 DU1788
 DU1788                         *CURRENT SURVEY CONTROL
 DU1788  ___________________________________________________________________
 DU1788* NAD 83(1992)-  33 54 13.41350(N)    111 29 16.32056(W)     ADJUSTED  
 DU1788* NAVD 88     -      1250.0    (meters)    4101.     (feet)  VERTCON   
 DU1788  ___________________________________________________________________
 DU1788  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 DU1788  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DU1788  HORZ ORDER  -  SECOND
 DU1788
 DU1788.The horizontal coordinates were established by classical geodetic methods
 DU1788.and adjusted by the National Geodetic Survey in August 1993.
 DU1788
 DU1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1788
 DU1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1788
 DU1788.The geoid height was determined by GEOID03.
 DU1788
 DU1788;                    North         East     Units Scale Factor Converg.
 DU1788;SPC AZ C     -   322,058.829   253,015.392   MT  0.99991938   +0 14 21.1
 DU1788;SPC AZ C     - 1,056,623.45    830,102.99   iFT  0.99991938   +0 14 21.1
 DU1788;SPC AZ E     -   322,761.960    91,171.774   MT  1.00008399   -0 44 13.4
 DU1788;SPC AZ E     - 1,058,930.31    299,119.99   iFT  1.00008399   -0 44 13.4
 DU1788;UTM  12      - 3,751,588.503   454,895.586   MT  0.99962508   -0 16 19.7
 DU1788
 DU1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1788!SPC AZ C     -   0.99980810  x   0.99991938  =   0.99972749
 DU1788!SPC AZ E     -   0.99980810  x   1.00008399  =   0.99989207
 DU1788!UTM  12      -   0.99980810  x   0.99962508  =   0.99943325
 DU1788
 DU1788:                Primary Azimuth Mark                     Grid Az
 DU1788:SPC AZ C     -  IRON                                     038 00 26.9
 DU1788:SPC AZ E     -  IRON                                     038 59 01.4
 DU1788:UTM  12      -  IRON                                     038 31 07.7
 DU1788
 DU1788|---------------------------------------------------------------------|
 DU1788| PID    Reference Object                     Distance      Geod. Az  |
 DU1788|                                                           dddmmss.s |
 DU1788| DU1793 IRON                                APPROX. 5.8 KM 0381448.0 |
 DU1788| DU1802 ALDER RM 1                            7.435 METERS 18301     |
 DU1788| DU1803 ALDER RM 2                            6.087 METERS 34255     |
 DU1788|---------------------------------------------------------------------|
 DU1788
 DU1788                          SUPERSEDED SURVEY CONTROL
 DU1788
 DU1788  NAD 83(1986)-  33 54 13.40538(N)    111 29 16.32401(W) AD(       ) 2
 DU1788  NGVD 29 (07/10/87) 1249.4    (m)         4099.     (f) VERT ANG    3  
 DU1788
 DU1788.Superseded values are not recommended for survey control.
 DU1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1788.See file dsdata.txt to determine how the superseded data were derived.
 DU1788
 DU1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5489651589(NAD 83)
 DU1788_MARKER: DS = TRIANGULATION STATION DISK
 DU1788_SETTING: 66 = SET IN ROCK OUTCROP
 DU1788_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1788+STABILITY: POSITION/ELEVATION WELL
 DU1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1788+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 DU1788
 DU1788  HISTORY     - Date     Condition        Report By
 DU1788  HISTORY     - 1981     MONUMENTED       AZDT
 DU1788  HISTORY     - 20061007 GOOD             GEOCAC
 DU1788
 DU1788                          STATION DESCRIPTION
 DU1788
 DU1788'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1788'THE STATION IS LOCATED ALONG ARIZONA HIGHWAY 87, 4 MILES SOUTHWEST OF
 DU1788'THE GILA MARICOPA COUNTY LINE AND 2 MILES NORTHWEST OF SUNFLOWER, AND
 DU1788'ABOUT 900 FEET WEST OF SR 87.
 DU1788'
 DU1788'DRILL HOLE IN BEDROCK 14 FEET NORTHWEST OF A CAIRN.
 DU1788'
 DU1788'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ALDER RM 1 1981---SET
 DU1788'IN BEDROCK.
 DU1788'
 DU1788'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ALDER RM 2 1981---SET
 DU1788'IN BEDROCK.
 DU1788'
 DU1788'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1788'FEET TO SOUTH MCLANE ROAD.  TURN LEFT 0.6 MILE TO ARIZONA HIGHWAY 87.
 DU1788'TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR 25.65 MILES TO THE
 DU1788'MARICOPA GILA COUNTY LINE ON TOP OF SLATE CREEK HILL.  TRAVEL SOUTH
 DU1788'ALONG THE HIGHWAY FOR 3.45 MILES TO AN OLD HIGHWAY YARD ON THE RIGHT
 DU1788'IN SYCAMORE CANYON, CONTINUE SOUTH 0.1 MILE TO A LARGE PULL OFF AREA
 DU1788'ON THE LEFT AND END OF TRUCK TRAVEL.  PACK SOUTH TO A POINT 20 FEET
 DU1788'NORTH OF A S CURVE AND TRAFFIC SIGN, PACK WEST UP THE SMALL DRAIN TO
 DU1788'RIGHT OF WAY FENCELINE.  CROSS FENCE AND PACK UP RIDGE TO ROCK OUTCROP
 DU1788'AND THE STATION.
 DU1788
 DU1788                          STATION RECOVERY (2006)
 DU1788
 DU1788'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1788'RECOVERED AS DESCRIBED, EXCEPT THE SETTING IS A DISK MARKED ALDER
 DU1788'1982, NOT A DRILL HOLE, AND THE ROADS HAVE CHANGED. THE RMS ARE ALSO
 DU1788'STAMPED 1982. A NEW TO REACH FOLLOWS.
 DU1788'THE STATION IS LOCATED ALONG OLD ARIZONA HIGHWAY 87, 4 MILES SOUTHWEST
 DU1788'OF THE GILA MARICOPA COUNTY LINE AND 2 MILES NORTHWEST OF SUNFLOWER,
 DU1788'AND ABOUT 900 FEET WEST OF SR 87. AN AZDT DISK STAMPED---ALDER
 DU1788'1982---SET IN BEDROCK.
 DU1788'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ALDER RM 1 1982---SET IN
 DU1788'BEDROCK. REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ALDER RM 2
 DU1788'1982---SET IN BEDROCK.
 DU1788'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1788'FEET TO SOUTH MCLANE ROAD. TURN LEFT 0.6 MILE TO ARIZONA HIGHWAY 87.
 DU1788'TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR 25.65 MILES TO THE
 DU1788'MARICOPA GILA COUNTY LINE ON TOP OF SLATE CREEK HILL.
 DU1788'TURN RIGHT ONTO THE OLD HIGHWAY AND TRAVEL SOUTH ALONG THE OLD HIGHWAY
 DU1788'FOR 3.45 MILES TO AN OLD HIGHWAY YARD ON THE RIGHT IN SYCAMORE CANYON,
 DU1788'CONTINUE SOUTH 0.1 MILE TO A LARGE PULL OFF AREA ON THE LEFT AND END
 DU1788'OF TRUCK TRAVEL.
 DU1788'PACK SOUTH TO A POINT 20 FEET NORTH OF AN S CURVE AND TRAFFIC SIGN,
 DU1788'PACK WEST UP THE SMALL DRAIN TO RIGHT OF WAY FENCELINE. CROSS FENCE
 DU1788'AND PACK UP RIDGE TO ROCK OUTCROP AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2102 ***********************************************************************
 DV2102  DESIGNATION -  ALHAMBRA
 DV2102  PID         -  DV2102
 DV2102  STATE/COUNTY-  AZ/MARICOPA
 DV2102  USGS QUAD   -  FOWLER (1982)
 DV2102
 DV2102                         *CURRENT SURVEY CONTROL
 DV2102  ___________________________________________________________________
 DV2102* NAD 83(1992)-  33 29 39.64969(N)    112 07 47.45087(W)     ADJUSTED  
 DV2102* NAVD 88     -       341.71   (+/-2cm)    1121.1    (feet)  VERTCON   
 DV2102  ___________________________________________________________________
 DV2102  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DV2102  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV2102  HORZ ORDER  -  THIRD
 DV2102  VERT ORDER  -  THIRD ? (See Below)
 DV2102
 DV2102.The horizontal coordinates were established by classical geodetic methods
 DV2102.and adjusted by the National Geodetic Survey in August 1993.
 DV2102
 DV2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2102.The vertical order pertains to the NGVD 29 superseded value.
 DV2102
 DV2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2102
 DV2102.The geoid height was determined by GEOID03.
 DV2102
 DV2102;                    North         East     Units Scale Factor Converg.
 DV2102;SPC AZ C     -   276,593.876   193,551.374   MT  0.99990484   -0 07 03.5
 DV2102;SPC AZ C     -   907,460.22    635,011.07   iFT  0.99990484   -0 07 03.5
 DV2102;UTM  12      - 3,706,663.620   395,044.193   MT  0.99973581   -0 37 24.8
 DV2102
 DV2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2102!SPC AZ C     -   0.99995106  x   0.99990484  =   0.99985590
 DV2102!UTM  12      -   0.99995106  x   0.99973581  =   0.99968688
 DV2102
 DV2102|---------------------------------------------------------------------|
 DV2102| PID    Reference Object                     Distance      Geod. Az  |
 DV2102|                                                           dddmmss.s |
 DV2102| DV0225 ALHAMBRA RM 1                        12.004 METERS 17642     |
 DV2102| DV1494 ALHAMBRA RM 2                        16.861 METERS 27015     |
 DV2102| DV0223 ALHAMBRA AZ MK                                     2751237.4 |
 DV2102|---------------------------------------------------------------------|
 DV2102
 DV2102                          SUPERSEDED SURVEY CONTROL
 DV2102
 DV2102  NAD 83(1986)-  33 29 39.64408(N)    112 07 47.45653(W) AD(       ) 3
 DV2102  NAD 27      -  33 29 39.49100(N)    112 07 44.91500(W) AD(       ) 3
 DV2102  NGVD 29 (07/19/86)  341.11   (m)         1119.1    (f) LEVELING    3  
 DV2102
 DV2102.Superseded values are not recommended for survey control.
 DV2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2102.See file dsdata.txt to determine how the superseded data were derived.
 DV2102
 DV2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9504406664(NAD 83)
 DV2102_MARKER: DS = TRIANGULATION STATION DISK
 DV2102_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DV2102_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DV2102
 DV2102  HISTORY     - Date     Condition        Report By
 DV2102  HISTORY     - 1936     MONUMENTED       CGS
 DV2102  HISTORY     - 1942     GOOD             CGS
 DV2102  HISTORY     - 1953     GOOD             CGS
 DV2102  HISTORY     - 1955     GOOD             AMS
 DV2102  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV2102  HISTORY     - 1963     MARK NOT FOUND   CGS
 DV2102  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 DV2102
 DV2102                          STATION DESCRIPTION
 DV2102
 DV2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2102'IN THE VILLAGE OF ALHAMBRA, ABOUT 4 MILES NORTHWEST OF THE
 DV2102'MAIN BUSINESS DISTRICT OF PHOENIX, 0.2 MILE NORTH OF THE POINT
 DV2102'WHERE A DIRT STREET (NORTH-SOUTH) INTERSECTS U.S. HIGHWAY
 DV2102'NO. 89 AT SHADY LANE AUTO COURT.  THE STATION IS ON THE
 DV2102'RIGHT-OF-WAY OF THE DIRT STREET, 8.9 METERS EAST OF ITS
 DV2102'CENTER LINE, 228 FEET SOUTH OF THE CENTER LINE OF THE T
 DV2102'INTERSECTION OF THE NORTH-SOUTH STREET WITH AN EAST-WEST
 DV2102'STREET, AND 1.5 METERS WEST OF THE EAST RIGHT-OF-WAY FENCE.
 DV2102'MARKED BY A STANDARD BRONZE DISK WITH THE TOP OF
 DV2102'THE CONCRETE FLUSH WITH THE SURFACE OF THE GROUND AND THE
 DV2102'STATION MARK PROJECTING ABOUT 10 INCHES ABOVE THE CONCRETE.
 DV2102'REFERENCE MARK NO. 1 IS 9.5 METERS EAST OF THE CENTER LINE
 DV2102'OF THE ROAD, 0.7 METER WEST OF THE RIGHT-OF-WAY FENCE
 DV2102'LINE, AND ABOUT 3 METERS SOUTH OF AN OLD DRIVEWAY INTO THE
 DV2102'CULTIVATED FIELD.  IT IS MARKED IN A MANNER SIMILAR TO THE
 DV2102'STATION MARK, AND IS 12.004 METERS (39.38 FEET) FROM STATION
 DV2102'S 03 DEG 18 MIN E.  REFERENCE MARK NO. 2 IS 8.0
 DV2102'METERS WEST OF THE CENTER LINE OF THE ROAD, AND 1 METER EAST
 DV2102'OF THE RIGHT-OF-WAY FENCE LINE.  IT IS MARKED IN A MANNER
 DV2102'SIMILAR TO THE STATION MARK, AND IS 16.861 METERS (55.32
 DV2102'FEET) FROM STATION N 89 DEG 45 MIN W.  THE
 DV2102'AZIMUTH MARK, A STANDARD BRONZE DISK IS ABOUT
 DV2102'ONE-HALF MILE FROM STATION N 84 DEG 47 MIN W.,
 DV2102'ABOUT 20 YARDS SOUTHEAST OF A SMALL YELLOW RAILROAD
 DV2102'HOUSE, ABOUT 15 YARDS NORTHEAST OF RAILROAD TRACKS, ABOUT
 DV2102'25 YARDS SOUTHWEST OF THE CENTER LINE OF PAVED HIGHWAY NO.
 DV2102'89, ABOUT 15 YARDS WEST OF THE CENTER LINE OF THE
 DV2102'NORTH-SOUTH ROAD, AND ABOUT 4 YARDS SOUTH OF THE CENTER LINE
 DV2102'OF AN EAST-WEST ROAD.
 DV2102
 DV2102                          STATION RECOVERY (1942)
 DV2102
 DV2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DV2102'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 DV2102
 DV2102                          STATION RECOVERY (1953)
 DV2102
 DV2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2102'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE
 DV2102'CONCRETE BASE FOR REFERENCE MARK 1 WAS RECOVERED, BUT THE
 DV2102'STANDARD BRONZE DISK WHICH PROJECTED 10 IN. IS DESTROYED.
 DV2102'A SEARCH WAS MADE FOR REFERENCE MARK 2, BUT IT WAS NOT
 DV2102'RECOVERED, AND IT IS BELIEVED TO HAVE BEEN DESTROYED.  THE
 DV2102'AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DV2102'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION SITE.
 DV2102
 DV2102                          STATION RECOVERY (1955)
 DV2102
 DV2102'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DV2102'STATION IN FAIR CONDITION.  PIPE SUPPORTING DISK HAS BEEN
 DV2102'BENT.
 DV2102'
 DV2102'REFERENCE MARKS 1 AND 2 PROBABLY DESTROYED.
 DV2102'
 DV2102'AZIMUTH MARK RECOVERED AS DESCRIBED.
 DV2102'
 DV2102'THE STATION IS 32.5 FEET E OF CENTERLINE 33RD AVENUE.  18
 DV2102'FEET SW OF HOUSE 4045.
 DV2102
 DV2102                          STATION RECOVERY (1963)
 DV2102
 DV2102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV2102'STATION AND REFERENCE MARKS HAVE PROBABLY BEEN DESTROYED.
 DV2102'
 DV2102'AZIMUTH MARK WAS FOUND BUT THE CONCRETE POST IS LOOSE AND IT
 DV2102'MAY HAVE BEEN DISTURBED.
 DV2102
 DV2102                          STATION RECOVERY (1963)
 DV2102
 DV2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2102'A SEARCH WAS MADE FOR THE STATION AND NONE OF THE MARKS WERE
 DV2102'RECOVERED.  IT IS BELIEVED THAT ALL THE MARKS WERE DESTROYED
 DV2102'AND THE STATION LOST.
 DV2102
 DV2102                          STATION RECOVERY (2007)
 DV2102
 DV2102'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0223 ***********************************************************************
 DV0223  DESIGNATION -  ALHAMBRA AZ MK
 DV0223  PID         -  DV0223
 DV0223  STATE/COUNTY-  AZ/MARICOPA
 DV0223  USGS QUAD   -  FOWLER (1982)
 DV0223
 DV0223                         *CURRENT SURVEY CONTROL
 DV0223  ___________________________________________________________________
 DV0223* NAD 83(1986)-  33 29 47.     (N)    112 08 11.     (W)     SCALED    
 DV0223* NAVD 88     -       341.50   (+/-2cm)    1120.4    (feet)  VERTCON   
 DV0223  ___________________________________________________________________
 DV0223  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0223
 DV0223.The horizontal coordinates were scaled from a topographic map and have
 DV0223.an estimated accuracy of +/- 6 seconds.
 DV0223
 DV0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0223.The vertical order pertains to the NGVD 29 superseded value.
 DV0223
 DV0223.The geoid height was determined by GEOID03.
 DV0223
 DV0223;                    North         East    Units  Estimated Accuracy
 DV0223;SPC AZ C     -   276,820.      192,940.      MT  (+/- 180 meters Scaled)
 DV0223
 DV0223                          SUPERSEDED SURVEY CONTROL
 DV0223
 DV0223  NGVD 29 (??/??/92)  340.903  (m)         1118.45   (f) ADJ UNCH    2 0
 DV0223
 DV0223.Superseded values are not recommended for survey control.
 DV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0223.See file dsdata.txt to determine how the superseded data were derived.
 DV0223
 DV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC944068(NAD 83)
 DV0223_MARKER: DB = BENCH MARK DISK
 DV0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0223_STAMPING: ALHAMBRA 1936
 DV0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0223+STABILITY: SURFACE MOTION
 DV0223
 DV0223  HISTORY     - Date     Condition        Report By
 DV0223  HISTORY     - 1936     MONUMENTED       CGS
 DV0223  HISTORY     - 1949     GOOD             NGS
 DV0223  HISTORY     - 1959     GOOD             DOD
 DV0223  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 DV0223
 DV0223                          STATION DESCRIPTION
 DV0223
 DV0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0223'5.6 MI NW FROM PHOENIX.
 DV0223'5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0223'FROM THE UNION STATION AT PHOENIX, ABOUT 63 YARDS NORTH OF CULVERT B
 DV0223'189, 103 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 16.4
 DV0223'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL YELLOW RAILROAD HOUSE,
 DV0223'3.3 FEET NORTHWEST OF A POLE, ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 DV0223'TRACK, AND 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.  SET IN
 DV0223'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DV0223
 DV0223                          STATION RECOVERY (1959)
 DV0223
 DV0223'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DV0223'RECOVERED IN GOOD CONDITION.
 DV0223
 DV0223                          STATION RECOVERY (2007)
 DV0223
 DV0223'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0225 ***********************************************************************
 DV0225  DESIGNATION -  ALHAMBRA RM 1
 DV0225  PID         -  DV0225
 DV0225  STATE/COUNTY-  AZ/MARICOPA
 DV0225  USGS QUAD   -  FOWLER (1982)
 DV0225
 DV0225                         *CURRENT SURVEY CONTROL
 DV0225  ___________________________________________________________________
 DV0225* NAD 83(1986)-  33 29 40.     (N)    112 08 03.     (W)     SCALED    
 DV0225* NAVD 88     -       341.69   (+/-2cm)    1121.0    (feet)  VERTCON   
 DV0225  ___________________________________________________________________
 DV0225  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0225
 DV0225.The horizontal coordinates were scaled from a topographic map and have
 DV0225.an estimated accuracy of +/- 6 seconds.
 DV0225
 DV0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0225.The vertical order pertains to the NGVD 29 superseded value.
 DV0225
 DV0225.The geoid height was determined by GEOID03.
 DV0225
 DV0225;                    North         East    Units  Estimated Accuracy
 DV0225;SPC AZ C     -   276,610.      193,150.      MT  (+/- 180 meters Scaled)
 DV0225
 DV0225                          SUPERSEDED SURVEY CONTROL
 DV0225
 DV0225  NGVD 29 (??/??/92)  341.090  (m)         1119.06   (f) ADJ UNCH    2 0
 DV0225
 DV0225.Superseded values are not recommended for survey control.
 DV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0225.See file dsdata.txt to determine how the superseded data were derived.
 DV0225
 DV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946066(NAD 83)
 DV0225_MARKER: DR = REFERENCE MARK DISK
 DV0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0225_STAMPING: ALHAMBRA NO. 1 1936
 DV0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0225
 DV0225  HISTORY     - Date     Condition        Report By
 DV0225  HISTORY     - 1936     MONUMENTED       CGS
 DV0225  HISTORY     - 1949     GOOD             NGS
 DV0225  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 DV0225
 DV0225                          STATION DESCRIPTION
 DV0225
 DV0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0225'5.8 MI NW FROM PHOENIX.
 DV0225'5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0225'FROM THE UNION STATION AT PHOENIX, THENCE 0.2 MILE NORTH ALONG INDIAN
 DV0225'SCHOOL ROAD, AT ALHAMBRA, ABOUT 76 YARDS SOUTH OF THE CENTER LINE OF
 DV0225'THE T-INTERSECTION OF ASH STREET AND INDIAN SCHOOL ROAD, 39 FEET SOUTH
 DV0225'OF TRIANGULATION-STATION ALHAMBRA, DESCRIBED ABOVE, 29 FEET EAST OF
 DV0225'THE CENTER LINE OF ASH STREET, AND ABOUT 1 FOOT ABOVE THE SURFACE OF
 DV0225'THE STREET.  WELDED ON THE TOP OF A 1-INCH IRON PIPE PROJECTING 8
 DV0225'INCHES ABOVE GROUND.
 DV0225
 DV0225                          STATION RECOVERY (2007)
 DV0225
 DV0225'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0478 ***********************************************************************
 CY0478  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0478  DESIGNATION -  ALKALI
 CY0478  PID         -  CY0478
 CY0478  STATE/COUNTY-  AZ/COCHISE
 CY0478  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0478
 CY0478                         *CURRENT SURVEY CONTROL
 CY0478  ___________________________________________________________________
 CY0478* NAD 83(2007)-  32 12 46.58847(N)    109 53 14.24238(W)     ADJUSTED  
 CY0478* NAVD 88     -      1271.55   (meters)    4171.7    (feet)  GPS OBS   
 CY0478  ___________________________________________________________________
 CY0478  EPOCH DATE  -        2007.00
 CY0478  X           -  -1,837,794.289 (meters)                     COMP
 CY0478  Y           -  -5,080,371.745 (meters)                     COMP
 CY0478  Z           -   3,381,096.208 (meters)                     COMP
 CY0478  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CY0478  ELLIP HEIGHT-        1244.320 (meters)          (02/10/07) ADJUSTED
 CY0478  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0478
 CY0478  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0478  Type    PID    Designation                      North   East  Ellip
 CY0478  -------------------------------------------------------------------
 CY0478  NETWORK CY0478 ALKALI                            0.82   0.69   2.47
 CY0478  -------------------------------------------------------------------
 CY0478
 CY0478.The horizontal coordinates were established by GPS observations
 CY0478.and adjusted by the National Geodetic Survey in February 2007.
 CY0478
 CY0478.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0478.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0478.The horizontal coordinates are valid at the epoch date displayed above.
 CY0478.The epoch date for horizontal control is a decimal equivalence
 CY0478.of Year/Month/Day.
 CY0478
 CY0478.The orthometric height was determined by GPS observations and a
 CY0478.high-resolution geoid model.
 CY0478.The orthometric height was determined by GPS observations and a
 CY0478.high-resolution geoid model using precise GPS observation and
 CY0478.processing techniques.
 CY0478
 CY0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0478
 CY0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0478
 CY0478.The ellipsoidal height was determined by GPS observations
 CY0478.and is referenced to NAD 83.
 CY0478
 CY0478.The geoid height was determined by GEOID03.
 CY0478
 CY0478;                    North         East     Units Scale Factor Converg.
 CY0478;SPC AZ E     -   134,511.660   239,695.438   MT  0.99990855   +0 08 56.1
 CY0478;SPC AZ E     -   441,311.22    786,402.36   iFT  0.99990855   +0 08 56.1
 CY0478;UTM  12      - 3,564,581.843   604,860.687   MT  0.99973560   +0 35 35.5
 CY0478
 CY0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0478!SPC AZ E     -   0.99980466  x   0.99990855  =   0.99971323
 CY0478!UTM  12      -   0.99980466  x   0.99973560  =   0.99954031
 CY0478
 CY0478:                Primary Azimuth Mark                     Grid Az
 CY0478:SPC AZ E     -  WILLCOX US ARMY RADIO MAST               003 44 42.1
 CY0478:UTM  12      -  WILLCOX US ARMY RADIO MAST               003 18 02.7
 CY0478
 CY0478|---------------------------------------------------------------------|
 CY0478| PID    Reference Object                     Distance      Geod. Az  |
 CY0478|                                                           dddmmss.s |
 CY0478| CY1194 WILLCOX US ARMY RADIO MAST          APPROX. 3.5 KM 0035338.2 |
 CY0478| CY1203 WILLCOX RADIO STA KWCX MAST         APPROX. 7.8 KM 0395820.8 |
 CY0478| CY1207 WILLCOX MTN ST TEL CO MW KOP        APPROX. 6.6 KM 0490438.5 |
 CY0478| CY0477 ALKALI RM 1                           7.805 METERS 05839     |
 CY0478| CY0479 ALKALI RM 2                           6.085 METERS 13407     |
 CY0478| CY0476 ALKALI AZ MK                                       2350006.4 |
 CY0478|---------------------------------------------------------------------|
 CY0478
 CY0478                          SUPERSEDED SURVEY CONTROL
 CY0478
 CY0478  NAD 83(1992)-  32 12 46.58805(N)    109 53 14.24145(W) AD(       ) B
 CY0478  ELLIP H (08/22/05) 1244.341  (m)                       GP(       ) 4 2
 CY0478  NAD 83(1992)-  32 12 46.59016(N)    109 53 14.24327(W) AD(       ) 1
 CY0478  NAD 83(1986)-  32 12 46.58376(N)    109 53 14.24005(W) AD(       ) 1
 CY0478  NAD 27      -  32 12 46.31220(N)    109 53 11.99290(W) AD(       ) 1
 CY0478  NGVD 29 (??/??/92) 1270.882  (m)         4169.55   (f) ADJ UNCH    2 0
 CY0478
 CY0478.Superseded values are not recommended for survey control.
 CY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0478.See file dsdata.txt to determine how the superseded data were derived.
 CY0478
 CY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0486164582(NAD 83)
 CY0478_MARKER: DD = SURVEY DISK
 CY0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0478_STAMPING: ALKALI 1960
 CY0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0478+STABILITY: SURFACE MOTION
 CY0478
 CY0478  HISTORY     - Date     Condition        Report By
 CY0478  HISTORY     - 1960     MONUMENTED       CGS
 CY0478  HISTORY     - 1967     GOOD             CGS
 CY0478  HISTORY     - 1970     GOOD             NGS
 CY0478  HISTORY     - 1970     GOOD             NGS
 CY0478
 CY0478                          STATION DESCRIPTION
 CY0478
 CY0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0478'STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 CY0478'HIGHWAY 10 ABOUT 4 MILES WEST OF WILLCOX.
 CY0478'
 CY0478'REACHED FROM THE STOP LIGHT AT THE INTERSECTION OF STATE HIGHWAY
 CY0478'86 AND MALEY STREET BY GOING WESTERLY ON HIGHWAY 86 FOR 3.8
 CY0478'MILES TO BEGINNING OF FOUR LANE HIGHWAY (INTERSTATE HIGHWAY
 CY0478'10), CONTINUE WEST FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CY0478'
 CY0478'STATION MARKS ARE STANDARD DISKS, STAMPED ALKALI 1960.  THE
 CY0478'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0478'POST PROJECTING 3 INCHES.  IT IS 93 FEET SOUTH OF THE CENTERLINE
 CY0478'OF THE EAST-BOUND LANE OF THE HIGHWAY AND 3 FEET NORTH OF A
 CY0478'RIGHT-OF-WAY FENCE.
 CY0478'
 CY0478'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALKALI NO 1 1960,
 CY0478'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0478'3 INCHES.  IT IS 94 FEET SOUTH OF THE CENTERLINE OF THE
 CY0478'EAST-BOUND LANE OF THE HIGHWAY AND 2 FEET NORTH OF THE FENCE.
 CY0478'
 CY0478'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALKALI NO 2 1960,
 CY0478'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3
 CY0478'INCHES.  IT IS 113 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 CY0478'LANE OF THE HIGHWAY AND 17 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 CY0478'
 CY0478'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  EITHER
 CY0478'TRIANGULATION STATION WASH OR THE MAST LISTED ABOVE CAN BE USED.
 CY0478
 CY0478                          STATION RECOVERY (1967)
 CY0478
 CY0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CY0478'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CY0478'FOUND IN GOOD CONDITION.
 CY0478'
 CY0478'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 CY0478'ADEQUATE.
 CY0478
 CY0478                          STATION RECOVERY (1970)
 CY0478
 CY0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0478'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CY0478'CONDITION.  A SHORTER DISTANCE WAS MEASURED TO REFERENCE MARK 1 THAN
 CY0478'THE 1960 MEASUREMENT THE DISTANCE BEING .07 FEET.  THE AZIMUTH MARK
 CY0478'WAS ESTABLISHED AT THIS DATE, WHICH WAS SET IN 1960 BUT FAILED TO
 CY0478'BE OBSERVED THEN.  DUE TO CHANGES IN THE AREA A NEW AND COMPLETE
 CY0478'DESCRIPTION FOLLOWS.
 CY0478'
 CY0478'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WILLCOX, ON THE
 CY0478'SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 10.
 CY0478'
 CY0478'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE 10 AND STATE
 CY0478'HIGHWAY 186 IN WILLCOX, GO WEST ON BUSINESS ROUTE 10 FOR 3.7 MILES
 CY0478'TO THE OVERPASS OVER INTERSTATE HIGHWAY 10.  CONTINUE FOR 0.2 MILE
 CY0478'TO A T-INTERSECTION.  TURN LEFT AND GO WESTERLY ON INTERSTATE
 CY0478'HIGHWAY 10 FOR 0.8 MILE TO THE STATION ON THE LEFT.  (CONTINUE
 CY0478'WESTERLY ON INTERSTATE HIGHWAY 10 FOR 0.4 MILE TO THE AZIMUTH
 CY0478'MARK ON THE LEFT.)
 CY0478'
 CY0478'THE STATION MARK IS A STANDARD DISK, STAMPED ALKALI 1960, SET IN
 CY0478'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CY0478'GROUND SURFACE.  IT IS 91 FEET SOUTH OF THE CENTER OF THE SOUTH
 CY0478'BOUND LANE OF INTERSTATE HIGHWAY 10, 21.5 FEET NORTH-NORTHWEST OF
 CY0478'THE NORTHERLY ONE OF TWO POLES AND 4.0 FEET NORTHWEST OF A METAL
 CY0478'WITNESS POST WITH SIGN ATTACHED.
 CY0478'
 CY0478'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALKALI NO 1 1960, SET IN
 CY0478'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CY0478'GROUND SURFACE.  IT IS 93 FEET SOUTH OF THE CENTER OF THE SOUTH
 CY0478'LANE OF INTERSTATE HIGHWAY 10, 23.5 FEET EAST OF THE METAL WITNESS
 CY0478'POST WITH SIGN ATTACHED AND 1.5 FEET NORTH OF A WIRE FENCE.
 CY0478'
 CY0478'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALKALI NO 2 1960, SET IN
 CY0478'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CY0478'3-INCHES.  IT IS 110 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 CY0478'INTERSTATE HIGHWAY 10, 16.5 FEET SOUTH OF A METAL WITNESS POST
 CY0478'WITH SIGN ATTACHED AND 2 FEET NORTH OF THE NORTH ONE OF TWO POLES.
 CY0478'
 CY0478'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALKALI 1960, SET IN
 CY0478'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CY0478'6-INCHES.  IT IS 94 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 CY0478'INTERSTATE HIGHWAY 10, 6 FEET EAST-NORTHEAST OF A FENCE CORNER
 CY0478'POST AND 2.0 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CY0478'ATTACHED.
 CY0478'
 CY0478'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 CY0478'
 CY0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 CY0478'OF WILLCOX.
 CY0478
 CY0478                          STATION RECOVERY (1970)
 CY0478
 CY0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0478'4.0 MI SW FROM WILLCOX.
 CY0478'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0478'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0478'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0478'THE OVERPASS TO T INTERSECTION THENCE WEST 0.8 MILE ON INTERSTATE
 CY0478'HIGHWAY 10, 91 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 CY0478'INTERSTATE HIGHWAY 10, 21.5 FEET NORTH-NORTHWEST OF THE NORTH ONE OF
 CY0478'TWO POLES, 4 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN
 CY0478'THE TOP OF A 12-INCH SQUARE MONUMENT FLUSH WITH THE SURFACE OF THE
 CY0478'GROUND.  SEC 15, T14S, R24E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0476 ***********************************************************************
 CY0476  DESIGNATION -  ALKALI AZ MK
 CY0476  PID         -  CY0476
 CY0476  STATE/COUNTY-  AZ/COCHISE
 CY0476  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0476
 CY0476                         *CURRENT SURVEY CONTROL
 CY0476  ___________________________________________________________________
 CY0476* NAD 83(1986)-  32 12 33.     (N)    109 53 36.     (W)     SCALED    
 CY0476* NAVD 88     -      1270.15   (+/-2cm)    4167.2    (feet)  VERTCON   
 CY0476  ___________________________________________________________________
 CY0476  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0476
 CY0476.The horizontal coordinates were scaled from a topographic map and have
 CY0476.an estimated accuracy of +/- 6 seconds.
 CY0476
 CY0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0476.The vertical order pertains to the NGVD 29 superseded value.
 CY0476
 CY0476.The geoid height was determined by GEOID03.
 CY0476
 CY0476;                    North         East    Units  Estimated Accuracy
 CY0476;SPC AZ E     -   134,090.      239,130.      MT  (+/- 180 meters Scaled)
 CY0476
 CY0476                          SUPERSEDED SURVEY CONTROL
 CY0476
 CY0476  NGVD 29 (??/??/92) 1269.388  (m)         4164.65   (f) ADJ UNCH    2 0
 CY0476
 CY0476.Superseded values are not recommended for survey control.
 CY0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0476.See file dsdata.txt to determine how the superseded data were derived.
 CY0476
 CY0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA042641(NAD 83)
 CY0476_MARKER: DZ = AZIMUTH MARK DISK
 CY0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0476_STAMPING: ALKALI 1960
 CY0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0476+STABILITY: SURFACE MOTION
 CY0476
 CY0476  HISTORY     - Date     Condition        Report By
 CY0476  HISTORY     - 1970     MONUMENTED       NGS
 CY0476  HISTORY     - 1970     GOOD             NGS
 CY0476
 CY0476                          STATION DESCRIPTION
 CY0476
 CY0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0476'4.0 MI SW FROM WILLCOX.
 CY0476'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0476'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0476'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0476'THE OVERPASS TO T INTERSECTION THENCE WEST 1.2 MILES ALONG INTERSTATE
 CY0476'HIGHWAY 10, 94 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF
 CY0476'INTERSTATE HIGHWAY 10, 6 FEET EAST-NORTHEAST OF A FENCE CORNER POST,
 CY0476'AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF
 CY0476'A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 CY0476'SEC 15, T14S, R24E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0477 ***********************************************************************
 CY0477  DESIGNATION -  ALKALI RM 1
 CY0477  PID         -  CY0477
 CY0477  STATE/COUNTY-  AZ/COCHISE
 CY0477  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0477
 CY0477                         *CURRENT SURVEY CONTROL
 CY0477  ___________________________________________________________________
 CY0477* NAD 83(1986)-  32 12 46.     (N)    109 53 13.     (W)     SCALED    
 CY0477* NAVD 88     -      1271.08   (+/-2cm)    4170.2    (feet)  VERTCON   
 CY0477  ___________________________________________________________________
 CY0477  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0477
 CY0477.The horizontal coordinates were scaled from a topographic map and have
 CY0477.an estimated accuracy of +/- 6 seconds.
 CY0477
 CY0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0477.The vertical order pertains to the NGVD 29 superseded value.
 CY0477
 CY0477.The geoid height was determined by GEOID03.
 CY0477
 CY0477;                    North         East    Units  Estimated Accuracy
 CY0477;SPC AZ E     -   134,490.      239,730.      MT  (+/- 180 meters Scaled)
 CY0477
 CY0477                          SUPERSEDED SURVEY CONTROL
 CY0477
 CY0477  NGVD 29 (??/??/92) 1270.322  (m)         4167.71   (f) ADJ UNCH    2 0
 CY0477
 CY0477.Superseded values are not recommended for survey control.
 CY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0477.See file dsdata.txt to determine how the superseded data were derived.
 CY0477
 CY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA048645(NAD 83)
 CY0477_MARKER: DR = REFERENCE MARK DISK
 CY0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0477_STAMPING: ALKALI NO 1 1960
 CY0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0477+STABILITY: SURFACE MOTION
 CY0477
 CY0477  HISTORY     - Date     Condition        Report By
 CY0477  HISTORY     - 1960     MONUMENTED       CGS
 CY0477  HISTORY     - 1970     GOOD             NGS
 CY0477
 CY0477                          STATION DESCRIPTION
 CY0477
 CY0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0477'4.0 MI SW FROM WILLCOX.
 CY0477'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0477'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0477'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0477'THE OVERPASS TO T INTERSECTION THENCE WEST 0.8 MILE ON INTERSTATE
 CY0477'HIGHWAY 10, 93 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 CY0477'INTERSTATE HIGHWAY 10, 23.5 FEET EAST OF THE METAL WITNESS POST WITH
 CY0477'SIGN, 1.5 FEET NORTH OF A WIRE FENCE, SET IN THE TOP OF A 12-INCH
 CY0477'SQUARE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  SEC 15, T14S,
 CY0477'R24E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0479 ***********************************************************************
 CY0479  DESIGNATION -  ALKALI RM 2
 CY0479  PID         -  CY0479
 CY0479  STATE/COUNTY-  AZ/COCHISE
 CY0479  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0479
 CY0479                         *CURRENT SURVEY CONTROL
 CY0479  ___________________________________________________________________
 CY0479* NAD 83(1986)-  32 12 46.     (N)    109 53 13.     (W)     SCALED    
 CY0479* NAVD 88     -      1271.41   (+/-2cm)    4171.3    (feet)  VERTCON   
 CY0479  ___________________________________________________________________
 CY0479  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0479
 CY0479.The horizontal coordinates were scaled from a topographic map and have
 CY0479.an estimated accuracy of +/- 6 seconds.
 CY0479
 CY0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0479.The vertical order pertains to the NGVD 29 superseded value.
 CY0479
 CY0479.The geoid height was determined by GEOID03.
 CY0479
 CY0479;                    North         East    Units  Estimated Accuracy
 CY0479;SPC AZ E     -   134,490.      239,730.      MT  (+/- 180 meters Scaled)
 CY0479
 CY0479                          SUPERSEDED SURVEY CONTROL
 CY0479
 CY0479  NGVD 29 (??/??/92) 1270.650  (m)         4168.79   (f) ADJ UNCH    2 0
 CY0479
 CY0479.Superseded values are not recommended for survey control.
 CY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0479.See file dsdata.txt to determine how the superseded data were derived.
 CY0479
 CY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA048645(NAD 83)
 CY0479_MARKER: DR = REFERENCE MARK DISK
 CY0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0479_STAMPING: ALKALI NO 2 1960
 CY0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0479+STABILITY: SURFACE MOTION
 CY0479
 CY0479  HISTORY     - Date     Condition        Report By
 CY0479  HISTORY     - 1960     MONUMENTED       CGS
 CY0479  HISTORY     - 1970     GOOD             NGS
 CY0479
 CY0479                          STATION DESCRIPTION
 CY0479
 CY0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0479'4.0 MI SW FROM WILLCOX.
 CY0479'3.7 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 186 (MALEY STREET) AND
 CY0479'I-10 BUSINESS ROUTE (HASKELL STREET) ALONG I-10 BUSINESS LOOP TO THE
 CY0479'OVERPASS OVER INTERSTATE HIGHWAY 10, THENCE 0.2 MILE NORTHWEST ACROSS
 CY0479'THE OVERPASS TO T INTERSECTION, THENCE WEST 0.8 MILE ON INTERSTATE
 CY0479'HIGHWAY 10, 110 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY
 CY0479'10, 16.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 2 FEET NORTH OF
 CY0479'THE NORTH ONE OF TWO POLES, SET IN THE TOP OF A 10-INCH SQUARE
 CY0479'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CY0479'SEC 15, T14S, R24E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1196 ***********************************************************************
 CY1196  DESIGNATION -  ALKALI RM A
 CY1196  PID         -  CY1196
 CY1196  STATE/COUNTY-  AZ/COCHISE
 CY1196  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1196
 CY1196                         *CURRENT SURVEY CONTROL
 CY1196  ___________________________________________________________________
 CY1196* NAD 83(1992)-  32 12 46.21242(N)    109 53 13.53649(W)     ADJUSTED  
 CY1196* NAVD 88     -      1270.69   (+/-2cm)    4168.9    (feet)  VERTCON   
 CY1196  ___________________________________________________________________
 CY1196  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CY1196  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY1196  HORZ ORDER  -  FIRST
 CY1196  VERT ORDER  -  THIRD ? (See Below)
 CY1196
 CY1196.The horizontal coordinates were established by classical geodetic methods
 CY1196.and adjusted by the National Geodetic Survey in August 1993.
 CY1196
 CY1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1196.The vertical order pertains to the NGVD 29 superseded value.
 CY1196
 CY1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1196
 CY1196.The geoid height was determined by GEOID03.
 CY1196
 CY1196;                    North         East     Units Scale Factor Converg.
 CY1196;SPC AZ E     -   134,500.126   239,713.952   MT  0.99990856   +0 08 56.5
 CY1196;SPC AZ E     -   441,273.38    786,463.10   iFT  0.99990856   +0 08 56.5
 CY1196;UTM  12      - 3,564,570.454   604,879.286   MT  0.99973565   +0 35 35.9
 CY1196
 CY1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1196!SPC AZ E     -   0.99980479  x   0.99990856  =   0.99971337
 CY1196!UTM  12      -   0.99980479  x   0.99973565  =   0.99954049
 CY1196
 CY1196:                Primary Azimuth Mark                     Grid Az
 CY1196:SPC AZ E     -  WILLCOX RADIO STA KWCX MAST              039 39 54.7
 CY1196:UTM  12      -  WILLCOX RADIO STA KWCX MAST              039 13 15.3
 CY1196
 CY1196|---------------------------------------------------------------------|
 CY1196| PID    Reference Object                     Distance      Geod. Az  |
 CY1196|                                                           dddmmss.s |
 CY1196| CY1203 WILLCOX RADIO STA KWCX MAST         APPROX. 7.8 KM 0394851.2 |
 CY1196| CY1208 CABEZAS                             APPROX.16.8 KM 0473822.6 |
 CY1196| CY1207 WILLCOX MTN ST TEL CO MW KOP        APPROX. 6.6 KM 0485348.9 |
 CY1196| CY0478 ALKALI                               21.867 METERS 30209     |
 CY1196|---------------------------------------------------------------------|
 CY1196
 CY1196                          SUPERSEDED SURVEY CONTROL
 CY1196
 CY1196  NAD 83(1986)-  32 12 46.20593(N)    109 53 13.53311(W) AD(       ) 1
 CY1196  NAD 27      -  32 12 45.93445(N)    109 53 11.28613(W) AD(       ) 1
 CY1196  NGVD 29 (07/19/86) 1269.93   (m)         4166.4    (f) LEVELING    3  
 CY1196
 CY1196.Superseded values are not recommended for survey control.
 CY1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1196.See file dsdata.txt to determine how the superseded data were derived.
 CY1196
 CY1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0487964570(NAD 83)
 CY1196_MARKER: DS = TRIANGULATION STATION DISK
 CY1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1196+STABILITY: SURFACE MOTION
 CY1196
 CY1196  HISTORY     - Date     Condition        Report By
 CY1196  HISTORY     - 1970     MONUMENTED       NGS
 CY1196
 CY1196                          STATION DESCRIPTION
 CY1196
 CY1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1196'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WILLCOX, ON STATE
 CY1196'OWNED LAND AND LEASED TO MR. ROBERT LOVEEN, PHOENIX, ARIZONA.
 CY1196'
 CY1196'TO REACH THE STATION SEE THE 1970 RECOVERY NOTE FOR TRIANGULATION
 CY1196'STATION ALKALI 1960.
 CY1196'
 CY1196'THE STATION MARK IS A STANDARD DISK STAMPED ALKALI RM A 1970, SET
 CY1196'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 CY1196'INCH.  IT IS 158 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 CY1196'INTERSTATE HIGHWAY 10, 68 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 CY1196'POST WITH SIGN ATTACHED AND 63 FEET SOUTH OF A WIRE FENCE.
 CY1196'
 CY1196'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0649 ***********************************************************************
 GP0649  DESIGNATION -  ALLIANCE
 GP0649  PID         -  GP0649
 GP0649  STATE/COUNTY-  AZ/NAVAJO
 GP0649  USGS QUAD   -  OAK SPRINGS (1970)
 GP0649
 GP0649                         *CURRENT SURVEY CONTROL
 GP0649  ___________________________________________________________________
 GP0649* NAD 83(1992)-  36 51 32.31909(N)    110 43 10.11954(W)     ADJUSTED  
 GP0649* NAVD 88     -      2206.5    (meters)    7239.     (feet)  VERTCON   
 GP0649  ___________________________________________________________________
 GP0649  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 GP0649  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 GP0649  HORZ ORDER  -  SECOND
 GP0649
 GP0649.The horizontal coordinates were established by classical geodetic methods
 GP0649.and adjusted by the National Geodetic Survey in August 1993.
 GP0649
 GP0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0649
 GP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0649
 GP0649.The geoid height was determined by GEOID03.
 GP0649
 GP0649;                    North         East     Units Scale Factor Converg.
 GP0649;SPC AZ E     -   649,964.152   164,067.359   MT  0.99992992   -0 19 53.8
 GP0649;SPC AZ E     - 2,132,428.32    538,278.74   iFT  0.99992992   -0 19 53.8
 GP0649;SPC AZ C     -   650,490.563   320,111.796   MT  1.00004035   +0 43 05.5
 GP0649;SPC AZ C     - 2,134,155.39  1,050,235.55   iFT  1.00004035   +0 43 05.5
 GP0649;UTM  12      - 4,079,265.195   525,005.823   MT  0.99960770   +0 10 05.8
 GP0649
 GP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0649!SPC AZ E     -   0.99965720  x   0.99992992  =   0.99958714
 GP0649!SPC AZ C     -   0.99965720  x   1.00004035  =   0.99969753
 GP0649!UTM  12      -   0.99965720  x   0.99960770  =   0.99926503
 GP0649
 GP0649:                Primary Azimuth Mark                     Grid Az
 GP0649:SPC AZ E     -  TALL MTN MICROWAVE TOWER                 144 42 20.3
 GP0649:SPC AZ C     -  TALL MTN MICROWAVE TOWER                 143 39 21.0
 GP0649:UTM  12      -  TALL MTN MICROWAVE TOWER                 144 12 20.7
 GP0649
 GP0649|---------------------------------------------------------------------|
 GP0649| PID    Reference Object                     Distance      Geod. Az  |
 GP0649|                                                           dddmmss.s |
 GP0649| GP0648 TALL MTN MICROWAVE TOWER            APPROX. 9.9 KM 1442226.5 |
 GP0649| CD3932 ALLIANCE RM 1                         6.931 METERS 20902     |
 GP0649| GP0660 NAVAJO CR                           APPROX.16.6 KM 2293152.5 |
 GP0649| CD3933 ALLIANCE RM 2                         6.056 METERS 34948     |
 GP0649|---------------------------------------------------------------------|
 GP0649
 GP0649                          SUPERSEDED SURVEY CONTROL
 GP0649
 GP0649  NAD 83(1986)-  36 51 32.31845(N)    110 43 10.11810(W) AD(       ) 2
 GP0649  NAD 27      -  36 51 32.32682(N)    110 43 07.62041(W) AD(       ) 2
 GP0649  NGVD 29 (07/19/86) 2205.4    (m)         7236.     (f) VERT ANG    3  
 GP0649
 GP0649.Superseded values are not recommended for survey control.
 GP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0649.See file dsdata.txt to determine how the superseded data were derived.
 GP0649
 GP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF2500679265(NAD 83)
 GP0649_MARKER: DD = SURVEY DISK
 GP0649_SETTING: 0 = UNSPECIFIED SETTING
 GP0649
 GP0649  HISTORY     - Date     Condition        Report By
 GP0649  HISTORY     - 1970     MONUMENTED       USGS
 GP0649
 GP0649                          STATION DESCRIPTION
 GP0649
 GP0649'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0649'RM 1 TO RM 2, NOT MEASURED.
 GP0649'
 GP0649'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 GP0649'
 GP0649'LOCATED ABOUT 19 MI NW. OF SHONTO. ABOUT 14 MI SE. OF NAVAJO MTN..
 GP0649'ABOUT 10 MI S. OF THE UTAH STATE LINE. ON THE HIGHEST ROCKY
 GP0649'SANDSTONE TOP IN THE AREA SEPARATING THE DRAINAGE BETWEEN PIUTE
 GP0649'CANYON AND NAVAJO CREEK.
 GP0649'
 GP0649'TO REACH FROM INSCRIPTION HOUSE TRADING POST GO N. ON THE MAIN RD.
 GP0649'TOWARD NAVAJO MOUNTAIN FOR 8.0 MI TO Y-RD. S., (TO SHONTO).
 GP0649'CONTINUE N. ON MAIN RD. ABOUT 9.9 MI TO A LARGE HORSESHOE TURN IN
 GP0649'THE RD. AND END OF TRUCK TRAVEL.  PARK N. ACROSS DRAIN AND UP DRAW
 GP0649'TO HIGHEST NORTHERN-MOST POINT AND STATION ABOUT A 30 MINUTE
 GP0649'PACK.
 GP0649'
 GP0649'STATION MARK.  A STANDARD ALUMINUM TABLET STAMPED ALLIANCE 1970
 GP0649'CEMENTED IN CONCRETE PLUG SET INTO SANDSTONE OUTCROP.
 GP0649'
 GP0649'REFERENCE MARK NO 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0649'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
 GP0649'
 GP0649'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0649'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2158 ***********************************************************************
 DU2158  DESIGNATION -  ALMA
 DU2158  PID         -  DU2158
 DU2158  STATE/COUNTY-  AZ/MARICOPA
 DU2158  USGS QUAD   -  MESA (1982)
 DU2158
 DU2158                         *CURRENT SURVEY CONTROL
 DU2158  ___________________________________________________________________
 DU2158* NAD 83(1992)-  33 23 20.35070(N)    111 51 26.01320(W)     ADJUSTED  
 DU2158* NAVD 88     -       368.4    (meters)    1209.     (feet)  VERTCON   
 DU2158  ___________________________________________________________________
 DU2158  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DU2158  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU2158  HORZ ORDER  -  SECOND
 DU2158
 DU2158.The horizontal coordinates were established by classical geodetic methods
 DU2158.and adjusted by the National Geodetic Survey in August 1993.
 DU2158
 DU2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2158
 DU2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2158
 DU2158.The geoid height was determined by GEOID03.
 DU2158
 DU2158;                    North         East     Units Scale Factor Converg.
 DU2158;SPC AZ C     -   264,890.471   218,889.876   MT  0.99990038   +0 01 57.8
 DU2158;SPC AZ C     -   869,063.23    718,142.64   iFT  0.99990038   +0 01 57.8
 DU2158;UTM  12      - 3,694,739.582   420,273.583   MT  0.99967836   -0 28 18.4
 DU2158
 DU2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2158!SPC AZ C     -   0.99994685  x   0.99990038  =   0.99984723
 DU2158!UTM  12      -   0.99994685  x   0.99967836  =   0.99962522
 DU2158
 DU2158|---------------------------------------------------------------------|
 DU2158| PID    Reference Object                     Distance      Geod. Az  |
 DU2158|                                                           dddmmss.s |
 DU2158| CH4159 ALMA RM 1                             9.839 METERS 00132     |
 DU2158| CH4160 ALMA RM 2                            10.049 METERS 18035     |
 DU2158| DU2189 HUMM 2                              APPROX.10.4 KM 2805618.3 |
 DU2158|---------------------------------------------------------------------|
 DU2158
 DU2158                          SUPERSEDED SURVEY CONTROL
 DU2158
 DU2158  NAD 83(1986)-  33 23 20.34484(N)    111 51 26.01773(W) AD(       ) 2
 DU2158  NAD 27      -  33 23 20.17466(N)    111 51 23.50617(W) AD(       ) 2
 DU2158  NGVD 29 (07/19/86)  367.8    (m)         1207.     (f) VERT ANG    3  
 DU2158
 DU2158.Superseded values are not recommended for survey control.
 DU2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2158.See file dsdata.txt to determine how the superseded data were derived.
 DU2158
 DU2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2027494740(NAD 83)
 DU2158_MARKER: DD = SURVEY DISK
 DU2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2158
 DU2158  HISTORY     - Date     Condition        Report By
 DU2158  HISTORY     - 1974     MONUMENTED       AZDT
 DU2158  HISTORY     - 20051202 MARK NOT FOUND   GEOCAC
 DU2158  HISTORY     - 20070709 MARK NOT FOUND   GEOCAC
 DU2158
 DU2158                          STATION DESCRIPTION
 DU2158
 DU2158'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2158'THE STATION IS LOCATED IN SOUTHWEST MESA ON EAST SIDE OF ALMA
 DU2158'SCHOOL ROAD, SOUTH OF SOUTHERN AVENUE.
 DU2158'
 DU2158'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED, ALMA
 DU2158'P AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE
 DU2158'MONUMENT WHICH IS 0.25 FT. BELOW GROUND LEVEL.  THE MARK IS
 DU2158'26.8 FT. EAST OF THE CENTER LINE OF ALMA SCHOOL RD., 1.2
 DU2158'FT. WEST OF A FENCE AND 3 FEET NORTH OF A WITNESS POST.
 DU2158'
 DU2158'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED, ALMA
 DU2158'RM 1 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT AND
 DU2158'PROJECTS 0.2 FEET.  THE MARK IS 27.0 FEET EAST OF THE CENTER
 DU2158'LINE OF ALMA SCHOOL RD., 1 FOOT WEST OF A FENCE, AND 2.4 FEET
 DU2158'SOUTH OF A WITNESS POST.
 DU2158'
 DU2158'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED ALMA
 DU2158'RM 2 1974.  IT IS SET IN A 12 IN. CONCRETE MONUMENT AND
 DU2158'PROJECTS 0.4 FEET.  THE MARK IS 1.2 FEET WEST OF A FENCE, 26.8
 DU2158'FEET EAST OF THE CENTER LINE OF ALMA SCHOOL RD., AND 2.6 FEET
 DU2158'NORTH OF A WITNESS POST.
 DU2158'
 DU2158'TO REACH FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE HIGHWAY
 DU2158'87 IN MESA, PROCEED SOUTH ON STATE HIGHWAY 87 FOR 1.6 MILES
 DU2158'TO SOUTHERN AVENUE, TURN RIGHT (WEST) ON SOUTHERN AVENUE
 DU2158'FOR 1 MILE TO ALMA SCHOOL RD.  TURN LEFT (SOUTH) ON ALMA SCHOOL
 DU2158'RD. FOR 0.28 MILES TO THE STATION ON THE LEFT.
 DU2158'
 DU2158'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2158
 DU2158                          STATION RECOVERY (2005)
 DU2158
 DU2158'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2158'STATION, REFERENCE MARKS, FENCE, AND WITNESS POST NOT FOUND. THE
 DU2158'DISTANCE 27 FEET EAST OF THE CENTERLINE OF ALMA SCHOOL ROAD IS NOW
 DU2158'PAVED. THE ADJUSTED COORDINATES ALSO POINT TO THE NOW PAVED AREA 27
 DU2158'FEET EAST OF THE CENTERLINE OF ALMA SCHOOL ROAD.
 DU2158
 DU2158                          STATION RECOVERY (2007)
 DU2158
 DU2158'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2158'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2158'MARK. THE DESCRIBED AREA IS IN THE NORTHBOUND LANES. ASSUMED
 DU2158'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0333 ***********************************************************************
 FQ0333  DESIGNATION -  ALPHA
 FQ0333  PID         -  FQ0333
 FQ0333  STATE/COUNTY-  AZ/COCONINO
 FQ0333  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0333
 FQ0333                         *CURRENT SURVEY CONTROL
 FQ0333  ___________________________________________________________________
 FQ0333* NAD 83(1992)-  35 07 04.27627(N)    111 40 57.77548(W)     ADJUSTED  
 FQ0333* NAVD 88     -      2115.481  (meters)    6940.54   (feet)  ADJUSTED  
 FQ0333  ___________________________________________________________________
 FQ0333  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FQ0333  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0333  DYNAMIC HT  -        2112.475 (meters)    6930.68  (feet)  COMP
 FQ0333  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 FQ0333
 FQ0333  HORZ ORDER  -  SECOND
 FQ0333  VERT ORDER  -  SECOND    CLASS 0
 FQ0333
 FQ0333.The horizontal coordinates were established by classical geodetic methods
 FQ0333.and adjusted by the National Geodetic Survey in August 1993.
 FQ0333
 FQ0333.The orthometric height was determined by differential leveling
 FQ0333.and adjusted in June 1991.
 FQ0333
 FQ0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0333
 FQ0333.The geoid height was determined by GEOID03.
 FQ0333
 FQ0333.The dynamic height is computed by dividing the NAVD 88
 FQ0333.geopotential number by the normal gravity value computed on the
 FQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0333.degrees latitude (g = 980.6199 gals.).
 FQ0333
 FQ0333.The modeled gravity was interpolated from observed gravity values.
 FQ0333
 FQ0333;                    North         East     Units Scale Factor Converg.
 FQ0333;SPC AZ C     -   456,672.929   234,684.202   MT  0.99990560   +0 08 04.5
 FQ0333;SPC AZ C     - 1,498,270.76    769,961.29   iFT  0.99990560   +0 08 04.5
 FQ0333;UTM  12      - 3,886,326.028   437,790.044   MT  0.99964769   -0 23 33.9
 FQ0333
 FQ0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0333!SPC AZ C     -   0.99967170  x   0.99990560  =   0.99957733
 FQ0333!UTM  12      -   0.99967170  x   0.99964769  =   0.99931951
 FQ0333
 FQ0333:                Primary Azimuth Mark                     Grid Az
 FQ0333:SPC AZ C     -  ALPHA AZ MK                              122 52 16.5
 FQ0333:UTM  12      -  ALPHA AZ MK                              123 23 54.9
 FQ0333
 FQ0333|---------------------------------------------------------------------|
 FQ0333| PID    Reference Object                     Distance      Geod. Az  |
 FQ0333|                                                           dddmmss.s |
 FQ0333| CH2194 ALPHA AZ MK                                        1230021.0 |
 FQ0333| FQ0334 ALPHA RM 1                            9.149 METERS 18541     |
 FQ0333| FQ0332 ALPHA RM 2                           10.065 METERS 27721     |
 FQ0333|---------------------------------------------------------------------|
 FQ0333
 FQ0333                          SUPERSEDED SURVEY CONTROL
 FQ0333
 FQ0333  NAD 83(1986)-  35 07 04.27396(N)    111 40 57.77329(W) AD(       ) 2
 FQ0333  NAD 27      -  35 07 04.22760(N)    111 40 55.18560(W) AD(       ) 2
 FQ0333  NGVD 29 (??/??/92) 2114.467  (m)         6937.21   (f) ADJ UNCH    2 0
 FQ0333
 FQ0333.Superseded values are not recommended for survey control.
 FQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0333.See file dsdata.txt to determine how the superseded data were derived.
 FQ0333
 FQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3779086326(NAD 83)
 FQ0333_MARKER: DS = TRIANGULATION STATION DISK
 FQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0333_STAMPING: ALPH 1959
 FQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0333+STABILITY: SURFACE MOTION
 FQ0333
 FQ0333  HISTORY     - Date     Condition        Report By
 FQ0333  HISTORY     - 1959     MONUMENTED       CGS
 FQ0333  HISTORY     - 1959     GOOD             CGS
 FQ0333  HISTORY     - 1962     GOOD             USGS
 FQ0333  HISTORY     - 1966     GOOD             CGS
 FQ0333  HISTORY     - 1974     GOOD             NGS
 FQ0333
 FQ0333                          STATION DESCRIPTION
 FQ0333
 FQ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0333'THE STATION IS LOCATED ON THE SUMMIT OF A LOW WOODED RIDGE ABOUT
 FQ0333'2 MILES SOUTH OF THE FLAGSTAFF MUNICIPAL AIRPORT AND 0.15 MILE WEST
 FQ0333'OF INTERSTATE HIGHWAY 17, NOW UNDER CONSTRUCTION.
 FQ0333'
 FQ0333'TO REACH THE STATION FROM THE POST OFFICE IN FLAGSTAFF, GO
 FQ0333'SOUTH FOR 0.1 MILE TO SANTA FE AVENUE, TURN RIGHT AND GO TOWARD
 FQ0333'WILLIAMS FOR 0.8 MILE TO U.S. HIGHWAY 89-A.  GO SOUTH ON 89-A
 FQ0333'FOR 5.0 MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 FQ0333'THE DIRT ROAD EASTERLY FOR 1.0 MILE TO AN UNDERPASS BENEATH THE
 FQ0333'NEW ROAD, TURN RIGHT ALONG THE WEST SIDE OF THE NEW ROAD AND
 FQ0333'GO 0.15 MILE TO THE NORTH END OF A DEEP HIGHWAY CUT.  THE
 FQ0333'AZIMUTH MARK IS AT THE TOP OF THE CUT ON THE EAST SIDE OF THE
 FQ0333'NEW HIGHWAY, DIAGONALLY ACROSS FROM THIS POINT.
 FQ0333'
 FQ0333'FROM THE NORTH END OF THE HIGHWAY CUT ON THE WEST SIDE OF THE
 FQ0333'HIGHWAY, GO SOUTH ALONG THE TOP OF THE CUT FOR 300 FEET, TURN
 FQ0333'RIGHT AND GO 0.2 MILE UPGRADE TO THE TOP OF THE RIDGE AND THE
 FQ0333'STATION IN A SMALL PINE GROVE.
 FQ0333'
 FQ0333'THE STATION MARK IS A STANDARD DISK STAMPED ALPHA 1959, SET
 FQ0333'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS 12.6
 FQ0333'FEET NORTHEAST OF A 12-INCH PINE TREE WITH A WITNESS POST
 FQ0333'SIGN ATTACHED TO THE TRUNK.
 FQ0333'
 FQ0333'R.M. 1 IS A STANDARD DISK STAMPED ALPHA NO 1 1959, SET IN A
 FQ0333'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 23.7
 FQ0333'FEET SOUTHEAST OF THE PINE TREE WITNESS POST.
 FQ0333'
 FQ0333'R.M. 2 IS A STANDARD DISK STAMPED ALPHA NO 2 1959, SET IN A
 FQ0333'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 25.3
 FQ0333'FEET NORTHWEST OF THE PINE TREE WITNESS POST.
 FQ0333'
 FQ0333'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALPHA 1959, CEMENTED
 FQ0333'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.  IT IS 12.2
 FQ0333'FEET NORTHWEST OF A 10-INCH PINE TREE WITH A WITNESS POST SIGN
 FQ0333'ATTACHED TO THE TRUNK, AT THE TOP OF THE HIGHEST PART OF THE
 FQ0333'HIGHWAY CUT BANK.
 FQ0333
 FQ0333                          STATION RECOVERY (1959)
 FQ0333
 FQ0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FQ0333'6.5 MI SW FROM FLAGSTAFF.
 FQ0333'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 FQ0333'RAILROAD STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S.
 FQ0333'HIGHWAY 89A, THENCE EASTERLY ALONG A DIRT ROAD FOR 0.8 MILES UNTIL
 FQ0333'REACHING THE NEW HIGHWAY, THENCE 0.15 MILE SOUTH ALONG THE WEST SIDE
 FQ0333'OF THE HIGHWAY TO THE NORTH END OF A DEEP HIGHWAY CUT, THENCE ABOUT
 FQ0333'0.2 MILE WEST TO THE TOP OF THE HILL AND THE STATION IN A SMALL PINE
 FQ0333'GROVE, 12.6 FEET NORTHEAST OF A 12 INCH PINE TREE WITH A WITNESS SIGN
 FQ0333'ATTACHED TO THE TRUNK, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0333'POST THAT PROJECTS 1 INCH.
 FQ0333
 FQ0333                          STATION RECOVERY (1962)
 FQ0333
 FQ0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0333'RECOVERED IN GOOD CONDITION.
 FQ0333
 FQ0333                          STATION RECOVERY (1966)
 FQ0333
 FQ0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 FQ0333'THE STATION R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED
 FQ0333'AS DESCRIBED IN THE 1959 DESCRIPTION.
 FQ0333
 FQ0333                          STATION RECOVERY (1974)
 FQ0333
 FQ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0333'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FQ0333'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  DUE
 FQ0333'TO ROAD CHANGES IN THE AREA A NEW ROUTE TO THE STATION FOLLOWS.
 FQ0333'
 FQ0333'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 FQ0333'HIGHWAYS 17 AND 40 IN FLAGSTAFF, GO SOUTH ALONG I-17 FOR 2.7
 FQ0333'MILES TO THE FLAGSTAFF AIRPORT EXIT, CONTINUE SOUTH ALONG I-17
 FQ0333'FOR 1.65 MILES TO A LARGE HIGHWAY CUTBANK.  THE AZIMUTH MARK IS
 FQ0333'ON TOP OF THE SOUTH CUTBANK AND THE STATION IS ON TOP OF THE PINE
 FQ0333'COVERED RIDGE ON THE NORTH SIDE OF THE ROAD ABOUT 0.15 MILE
 FQ0333'FROM THE SOUTH BOUND LANE.
 FQ0333'
 FQ0333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 FQ0333'SOUTH OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0334 ***********************************************************************
 FQ0334  DESIGNATION -  ALPHA RM 1
 FQ0334  PID         -  FQ0334
 FQ0334  STATE/COUNTY-  AZ/COCONINO
 FQ0334  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0334
 FQ0334                         *CURRENT SURVEY CONTROL
 FQ0334  ___________________________________________________________________
 FQ0334* NAD 83(1986)-  35 07 04.     (N)    111 40 58.     (W)     SCALED    
 FQ0334* NAVD 88     -      2115.461  (meters)    6940.48   (feet)  ADJUSTED  
 FQ0334  ___________________________________________________________________
 FQ0334  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0334  DYNAMIC HT  -        2112.455 (meters)    6930.61  (feet)  COMP
 FQ0334  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 FQ0334
 FQ0334  VERT ORDER  -  SECOND    CLASS 0
 FQ0334
 FQ0334.The horizontal coordinates were scaled from a topographic map and have
 FQ0334.an estimated accuracy of +/- 6 seconds.
 FQ0334
 FQ0334.The orthometric height was determined by differential leveling
 FQ0334.and adjusted in June 1991.
 FQ0334
 FQ0334.The geoid height was determined by GEOID03.
 FQ0334
 FQ0334.The dynamic height is computed by dividing the NAVD 88
 FQ0334.geopotential number by the normal gravity value computed on the
 FQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0334.degrees latitude (g = 980.6199 gals.).
 FQ0334
 FQ0334.The modeled gravity was interpolated from observed gravity values.
 FQ0334
 FQ0334;                    North         East    Units  Estimated Accuracy
 FQ0334;SPC AZ C     -   456,660.      234,680.      MT  (+/- 180 meters Scaled)
 FQ0334
 FQ0334                          SUPERSEDED SURVEY CONTROL
 FQ0334
 FQ0334  NGVD 29 (??/??/92) 2114.447  (m)         6937.15   (f) ADJ UNCH    2 0
 FQ0334
 FQ0334.Superseded values are not recommended for survey control.
 FQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0334.See file dsdata.txt to determine how the superseded data were derived.
 FQ0334
 FQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377863(NAD 83)
 FQ0334_MARKER: DR = REFERENCE MARK DISK
 FQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0334_STAMPING: ALPHA NO 1 1959
 FQ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0334+STABILITY: SURFACE MOTION
 FQ0334
 FQ0334  HISTORY     - Date     Condition        Report By
 FQ0334  HISTORY     - 1959     MONUMENTED       CGS
 FQ0334  HISTORY     - 1960     GOOD             USGS
 FQ0334
 FQ0334                          STATION DESCRIPTION
 FQ0334
 FQ0334'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FQ0334'6.5 MI SW FROM FLAGSTAFF.
 FQ0334'0.7 MILE SOUTH AND WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0334'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0334'THENCE 0.8 MILE EASTERLY ALONG A DIRT ROAD UNTIL REACHING THE NEW
 FQ0334'HIGHWAY, THENCE 0.15 MILE SOUTH ALONG THE WEST SIDE OF THE HIGHWAY TO
 FQ0334'THE NORTH END OF A DEEP HIGHWAY CUT, THENCE ABOUT 0.2 WEST TO THE TOP
 FQ0334'OF THE HILL, 23.7 FEET SOUTHEAST OF THE WITNESS SIGN ATTACHED TO A
 FQ0334'PINE TREE, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 FQ0334'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0332 ***********************************************************************
 FQ0332  DESIGNATION -  ALPHA RM 2
 FQ0332  PID         -  FQ0332
 FQ0332  STATE/COUNTY-  AZ/COCONINO
 FQ0332  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0332
 FQ0332                         *CURRENT SURVEY CONTROL
 FQ0332  ___________________________________________________________________
 FQ0332* NAD 83(1986)-  35 07 04.     (N)    111 40 58.     (W)     SCALED    
 FQ0332* NAVD 88     -      2115.528  (meters)    6940.69   (feet)  ADJUSTED  
 FQ0332  ___________________________________________________________________
 FQ0332  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0332  DYNAMIC HT  -        2112.522 (meters)    6930.83  (feet)  COMP
 FQ0332  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 FQ0332
 FQ0332  VERT ORDER  -  SECOND    CLASS 0
 FQ0332
 FQ0332.The horizontal coordinates were scaled from a topographic map and have
 FQ0332.an estimated accuracy of +/- 6 seconds.
 FQ0332
 FQ0332.The orthometric height was determined by differential leveling
 FQ0332.and adjusted in June 1991.
 FQ0332
 FQ0332.The geoid height was determined by GEOID03.
 FQ0332
 FQ0332.The dynamic height is computed by dividing the NAVD 88
 FQ0332.geopotential number by the normal gravity value computed on the
 FQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0332.degrees latitude (g = 980.6199 gals.).
 FQ0332
 FQ0332.The modeled gravity was interpolated from observed gravity values.
 FQ0332
 FQ0332;                    North         East    Units  Estimated Accuracy
 FQ0332;SPC AZ C     -   456,660.      234,680.      MT  (+/- 180 meters Scaled)
 FQ0332
 FQ0332                          SUPERSEDED SURVEY CONTROL
 FQ0332
 FQ0332  NGVD 29 (??/??/92) 2114.515  (m)         6937.37   (f) ADJ UNCH    2 0
 FQ0332
 FQ0332.Superseded values are not recommended for survey control.
 FQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0332.See file dsdata.txt to determine how the superseded data were derived.
 FQ0332
 FQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377863(NAD 83)
 FQ0332_MARKER: DR = REFERENCE MARK DISK
 FQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0332_STAMPING: ALPHA NO 2 1959
 FQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0332+STABILITY: SURFACE MOTION
 FQ0332
 FQ0332  HISTORY     - Date     Condition        Report By
 FQ0332  HISTORY     - 1959     MONUMENTED       CGS
 FQ0332  HISTORY     - 1962     GOOD             USGS
 FQ0332
 FQ0332                          STATION DESCRIPTION
 FQ0332
 FQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0332'5.0 MI S FROM FLAGSTAFF.
 FQ0332'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0332'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0332'THENCE 0.8 MILE EASTERLY ALONG A DIRT ROAD UNTIL REACHING THE NEW
 FQ0332'HIGHWAY, THENCE 0.15 MILE SOUTH ALONG THE WEST SIDE OF THE HIGHWAY TO
 FQ0332'THE NORTH END OF A DEEP HIGHWAY CUT, THENCE ABOUT 0.2 MILE WEST TO THE
 FQ0332'TOP OF THE HILL, 25.3 FEET NORTHWEST OF THE WITNESS SIGN ATTACHED TO A
 FQ0332'PINE TREE, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 FQ0332'INCHES.
 FQ0332
 FQ0332                          STATION RECOVERY (1962)
 FQ0332
 FQ0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0513 ***********************************************************************
 GP0513  DESIGNATION -  ALT
 GP0513  PID         -  GP0513
 GP0513  STATE/COUNTY-  AZ/COCONINO
 GP0513  USGS QUAD   -  NANKOWEAP MESA (1988)
 GP0513
 GP0513                         *CURRENT SURVEY CONTROL
 GP0513  ___________________________________________________________________
 GP0513* NAD 83(1992)-  36 20 29.79825(N)    111 47 26.19419(W)     ADJUSTED  
 GP0513* NAVD 88     -      1811.8    (meters)    5944.     (feet)  VERTCON   
 GP0513  ___________________________________________________________________
 GP0513  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GP0513  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GP0513  HORZ ORDER  -  THIRD
 GP0513
 GP0513.The horizontal coordinates were established by classical geodetic methods
 GP0513.and adjusted by the National Geodetic Survey in August 1993.
 GP0513
 GP0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0513
 GP0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0513
 GP0513.The geoid height was determined by GEOID03.
 GP0513
 GP0513;                    North         East     Units Scale Factor Converg.
 GP0513;SPC AZ C     -   592,422.333   224,675.430   MT  0.99990158   +0 04 28.9
 GP0513;SPC AZ C     - 1,943,642.82    737,124.11   iFT  0.99990158   +0 04 28.9
 GP0513;UTM  12      - 4,022,129.232   429,052.148   MT  0.99966202   -0 28 06.7
 GP0513
 GP0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0513!SPC AZ C     -   0.99971932  x   0.99990158  =   0.99962093
 GP0513!UTM  12      -   0.99971932  x   0.99966202  =   0.99938143
 GP0513
 GP0513:                Primary Azimuth Mark                     Grid Az
 GP0513:SPC AZ C     -  SADDLE                                   257 03 41.3
 GP0513:UTM  12      -  SADDLE                                   257 36 16.9
 GP0513
 GP0513|---------------------------------------------------------------------|
 GP0513| PID    Reference Object                     Distance      Geod. Az  |
 GP0513|                                                           dddmmss.s |
 GP0513| GP0599 SADDLE                              APPROX.14.7 KM 2570810.2 |
 GP0513|---------------------------------------------------------------------|
 GP0513
 GP0513                          SUPERSEDED SURVEY CONTROL
 GP0513
 GP0513  NAD 83(1986)-  36 20 29.79764(N)    111 47 26.18973(W) AD(       ) 3
 GP0513  NGVD 29 (05/08/89) 1810.8    (m)         5941.     (f) VERT ANG    3  
 GP0513
 GP0513.Superseded values are not recommended for survey control.
 GP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0513.See file dsdata.txt to determine how the superseded data were derived.
 GP0513
 GP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2905222129(NAD 83)
 GP0513_MARKER: DD = SURVEY DISK
 GP0513_SETTING: 66 = SET IN ROCK OUTCROP
 GP0513_SP_SET: SET IN ROCK OUTCROP
 GP0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0513+STABILITY: POSITION/ELEVATION WELL
 GP0513
 GP0513  HISTORY     - Date     Condition        Report By
 GP0513  HISTORY     - 1954     MONUMENTED       USGS
 GP0513
 GP0513                          STATION DESCRIPTION
 GP0513
 GP0513'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0513'LOCATED ABOUT 8.5 MI SSW. OF SHINUMO ALTAR BUTTE, 15 MI WSW. OF
 GP0513'CEDAR RIDGE TRADING POST, 4.5 MI E. OF COLORADO RIVER.  ON LOW
 GP0513'RIDGE BETWEEN TWO NORTH FLOWING DRAINS.
 GP0513'
 GP0513'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0513'MI W. ON MAIN-TRAVELED DIRT RD. TO RESERVOIR.  CONTINUE 2.1 MI W.
 GP0513'TO RD. FORKS.  TAKE LEFT FORK AND DRIVE 1.6 MI TO RD. FORKS.  TAKE
 GP0513'RIGHT FORK AND GO 0.6 MI W. TO DIM TRAIL FORK LEADING SW.  FOLLOW
 GP0513'DIM TRAIL 4.1 MI CROSS-COUNTRY AND UP INTO NORTH FLOWING DRAIN.
 GP0513'GO 0.25 MI E. TO TOP OF RIDGE AND STATION.
 GP0513'
 GP0513'STATION MARK--STANDARD TABLET STAMPED---ALT 1953---, CEMENTED IN
 GP0513'SOLID ROCK OUTCROP.
 GP0513'
 GP0513'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN SOLID ROCK
 GP0513'OUTCROP.
 GP0513'
 GP0513'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN SOLID ROCK
 GP0513'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0439 ***********************************************************************
 CG0439  DESIGNATION -  ALTAR
 CG0439  PID         -  CG0439
 CG0439  STATE/COUNTY-  AZ/PIMA
 CG0439  USGS QUAD   -  MILDRED PEAK (1979)
 CG0439
 CG0439                         *CURRENT SURVEY CONTROL
 CG0439  ___________________________________________________________________
 CG0439* NAD 83(1992)-  31 39 29.04128(N)    111 30 17.25421(W)     ADJUSTED  
 CG0439* NAVD 88     -      1068.63   (+/-2cm)    3506.0    (feet)  VERTCON   
 CG0439  ___________________________________________________________________
 CG0439  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CG0439  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG0439  HORZ ORDER  -  FIRST
 CG0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0439
 CG0439.The horizontal coordinates were established by classical geodetic methods
 CG0439.and adjusted by the National Geodetic Survey in August 1993.
 CG0439
 CG0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0439.The vertical order pertains to the NGVD 29 superseded value.
 CG0439
 CG0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0439
 CG0439.The geoid height was determined by GEOID03.
 CG0439
 CG0439;                    North         East     Units Scale Factor Converg.
 CG0439;SPC AZ C     -    73,029.663   252,419.239   MT  0.99991881   +0 12 58.2
 CG0439;SPC AZ C     -   239,598.63    828,147.11   iFT  0.99991881   +0 12 58.2
 CG0439;UTM  12      - 3,502,646.672   452,143.241   MT  0.99962825   -0 15 53.8
 CG0439
 CG0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0439!SPC AZ C     -   0.99983696  x   0.99991881  =   0.99975579
 CG0439!UTM  12      -   0.99983696  x   0.99962825  =   0.99946527
 CG0439
 CG0439|---------------------------------------------------------------------|
 CG0439| PID    Reference Object                     Distance      Geod. Az  |
 CG0439|                                                           dddmmss.s |
 CG0439| CG0440 ALTAR RM 1                           21.212 METERS 00038     |
 CG0439| CG0441 ALTAR RM 2                           20.189 METERS 08725     |
 CG0439| CH4163 ALTAR RM 3 AZIMUTH                                 1043157.6 |
 CG0439| CG1098 PUERTECITO                          APPROX. 4.7 KM 1645026.7 |
 CG0439| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.15.2 KM 3252714.0 |
 CG0439|---------------------------------------------------------------------|
 CG0439
 CG0439                          SUPERSEDED SURVEY CONTROL
 CG0439
 CG0439  NAD 83(1986)-  31 39 29.03185(N)    111 30 17.25257(W) AD(       ) 1
 CG0439  NAD 27      -  31 39 28.71600(N)    111 30 14.86800(W) AD(       ) 1
 CG0439  NGVD 29 (??/??/92) 1067.853  (m)         3503.45   (f) ADJ UNCH    2 0
 CG0439
 CG0439.Superseded values are not recommended for survey control.
 CG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0439.See file dsdata.txt to determine how the superseded data were derived.
 CG0439
 CG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA5214302647(NAD 83)
 CG0439_MARKER: DS = TRIANGULATION STATION DISK
 CG0439_SETTING: 80 = SET IN A BOULDER
 CG0439_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG0439_STAMPING: ALTAR 1935
 CG0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0439+STABILITY: SURFACE MOTION
 CG0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0439+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 CG0439
 CG0439  HISTORY     - Date     Condition        Report By
 CG0439  HISTORY     - 1935     MONUMENTED       CGS
 CG0439  HISTORY     - 1951     GOOD             CGS
 CG0439  HISTORY     - 1951     GOOD             NGS
 CG0439  HISTORY     - 1968     GOOD             AMS
 CG0439  HISTORY     - 20080416 GOOD             ATEAM
 CG0439
 CG0439                          STATION DESCRIPTION
 CG0439
 CG0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0439'TO REACH FROM SASABE, GO NORTH 5.6 MILES TO GILL RANCH MAIL BOX
 CG0439'(A LARGE WHITE WOODEN FIXTURE ON THE RIGHT SIDE OF THE ROAD),
 CG0439'CONTINUE ON THE SASABE-TUCSON ROAD FOR 24 MILES, PASS THROUGH
 CG0439'CATTLE GUARD, GO 1.8 MILES TO TWO GAME REFUGE SIGNS ON THE LEFT
 CG0439'OF THE ROAD, GO STRAIGHT AHEAD 1.5 MILES, TURN LEFT AND FOLLOW
 CG0439'TRACKS CROSS-COUNTRY ON LOW RIDGE BETWEEN TWO WASHES FOR 0.7
 CG0439'MILE TO STATION.  MARKED BY A STANDARD BRONZE DISK.
 CG0439'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG0439'DISK, IS 21.212 METERS (69.59 FEET) FROM STATION
 CG0439'N 00 DEG 38 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CG0439'BRONZE REFERENCE DISK, IS 20.189 METERS (66.24 FEET)
 CG0439'FROM STATION N 87 DEG 25 MIN E. AZIMUTH MARK, A
 CG0439'STANDARD BRONZE DISK, IS ON THE WEST SIDE OF
 CG0439'HIGHWAY AND 0.7 MILE FROM STATION S 75 DEG 28 MIN E.
 CG0439
 CG0439                          STATION RECOVERY (1951)
 CG0439
 CG0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CG0439'STATION, REFERENCE, AND AZIMUTH MARKS FOUND IN GOOD CONDITION.
 CG0439'WITNESS POSTS SET NEAR R.M. 2 AND AZIMUTH MARK.  DESCRIPTION
 CG0439'FOLLOWS--
 CG0439'
 CG0439'STATION IS ABOUT 12-1/2 MILES N OF THE SASABE SCHOOLHOUSE ON
 CG0439'THE THREE POINTS-SASABE ROAD, ON A LOW FLAT RIDGE 0.7 MILE W OF
 CG0439'THE MAIN ROAD.
 CG0439'
 CG0439'TO REACH FROM SASABE, GO 12-1/2 MILES N OF THE SASABE SCHOOLHOUSE
 CG0439'ALONG THE THREE POINTS-SASABE ROAD, THENCE 0.7 MILE W ALONG THE
 CG0439'HIGHEST GROUND TO A N-S FENCE LINE.
 CG0439'
 CG0439'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 CG0439'BOULDER AND IS STAMPED ALTAR 1935.  IT IS 66.3 FEET W OF R.M.
 CG0439'2, 69.6 FEET S OF R.M. 1, 53.2 FEET E OF THE FENCE LINE, AND ABOUT
 CG0439'0.5 FOOT ABOVE THE GROUND.
 CG0439'
 CG0439'R.M. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER
 CG0439'AND IS STAMPED ALTAR NO 1 1935.  IT IS 93.3 FEET NW OF R.M. 2,
 CG0439'54 FEET E OF THE FENCE LINE, AND ABOUT 0.3 FOOT ABOVE THE GROUND.
 CG0439'
 CG0439'R.M. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER
 CG0439'AND IS STAMPED ALTAR NO 2 1935.  IT IS 2.2 FEET N OF THE WITNESS
 CG0439'POST AND ABOUT 0.3 FOOT ABOVE THE GROUND.
 CG0439'
 CG0439'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 CG0439'BOULDER PROJECTING 0.5 FOOT AND IS STAMPED ALTAR AZIMUTH NO 3
 CG0439'1935.  IT IS 0.7 MILE E OF THE STATION, 209 FEET N OF THE CENTER
 CG0439'OF THE ROAD AND WASH CROSSING THE ROAD, 40 FEET W OF THE CENTER
 CG0439'LINE OF THE ROAD, 2.5 FEET N OF A WITNESS POST, AND ABOUT 1 FOOT
 CG0439'HIGHER THAN THE ROAD.
 CG0439'
 CG0439'WITNESS POSTS ARE MADE OF 4- BY 4-INCH WOODEN POSTS PAINTED
 CG0439'WHITE, WITH THE LETTERS U.S.B.M. STENCILED ON THEM, AND PROJECTING
 CG0439'18 INCHES ABOVE THE GROUND.  THEY WERE SET 2.2 FEET S OF R.M.
 CG0439'2 AND ALTAR AZIMUTH.
 CG0439'
 CG0439'DISTANCE TO REFERENCE MARKS WERE MEASURED TO THE CLOSEST TENTH
 CG0439'OF A FOOT, DIRECTIONS WERE NOT CHECKED.
 CG0439
 CG0439                          STATION RECOVERY (1951)
 CG0439
 CG0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CG0439'13.15 MI N FROM SASABE.
 CG0439'12.45 MILES NORTH ALONG THE THREE POINT-SASABE ROAD FROM THE SCHOOL
 CG0439'HOUSE AT SASABE, THENCE 0.7 MILE WEST ALONG THE TOP OF A RIDGE, 0.7
 CG0439'MILE WEST OF A ROAD ALONG THE TOP OF A LOW FLAT RIDGE TO A FENCE LINE,
 CG0439'66.3 FEET WEST OF R M NO 2, 69.6 FEET SOUTH OF R M NO 1, 53.2 FEET
 CG0439'EAST OF THE FENCE LINE, AND ABOUT 0.5 FOOT ABOVE THE GROUND, AND SET
 CG0439'IN THE TOP OF A SMALL WHITE BOULDER PROJECTING ABOUT 0.5 FOOT ABOVE
 CG0439'THE GROUND.
 CG0439
 CG0439                          STATION RECOVERY (1968)
 CG0439
 CG0439'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 CG0439'STA MARK AND R.M. NO 1 AND R.M. NO 2 FOUND IN GOOD CONDITION.
 CG0439'AZ. MK. SEARCHED FOR BUT NOT FOUND.  AZ. MK. BELIEVED DESTROYED
 CG0439'BY ROAD CONSTRUCTION.
 CG0439
 CG0439                          STATION RECOVERY (2008)
 CG0439
 CG0439'RECOVERY NOTE BY A TEAM PA INC 2008 (HNE)
 CG0439'STATION RECOVERY (2008)
 CG0439' 
 CG0439'RECOVERY NOTE BY A-TEAM PROFESSIONAL ASSOCIATES, INC. 2008
 CG0439'13.5 MILES NORTH ALONG THE THREE POINT-SASABE ROAD FROM THE UNITED
 CG0439'STATES POST OFFICE AT SASABE, THENCE 300 FEET WEST
 CG0439'ON SANTA MARGARITA ROAD TO A POWERLINE ROAD, THENCE 300 FEET SOUTH
 CG0439'ALONG SAID POWERLINE ROAD TO A GATE, THENCE
 CG0439'CONTINUE SOUTH ALONG SAID POWERLINE ROAD 0.7 MILE TO A FENCE LINE,
 CG0439'THENCE WEST 0.8 MILE ALONG A ROUGH JEEP TRAIL PARALLEL
 CG0439'WITH SAID FENCE LINE, THENCE SOUTH 0.6 MILE ON SAID ROUGH JEEP TRAIL
 CG0439'AND PARALLEL WITH SAID FENCE LINE TO A LOW FLAT RIDGE,
 CG0439'STA MARK IS 53.2 FEET EAST OF FENCE LINE, 69.6 FEET SOUTH OF RM1, 66.3
 CG0439'WEST OF RM2. STA MARK AND RM1 AND RM2 FOUND IN GOOD
 CG0439'CONDITION. AZ MARK NOT SEARCHED FOR.
 CG0439'DUE TO WASH CROSSINGS, A FOUR WHEEL DRIVE IS REQUIRED FOR THE ABOVE
 CG0439'SAID LAST 0.6 MILE COURSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0438 ***********************************************************************
 CG0438  DESIGNATION -  ALTAR AZ MK
 CG0438  PID         -  CG0438
 CG0438  STATE/COUNTY-  AZ/PIMA
 CG0438  USGS QUAD   -  LAS GUIJAS (1983)
 CG0438
 CG0438                         *CURRENT SURVEY CONTROL
 CG0438  ___________________________________________________________________
 CG0438* NAD 83(1986)-  31 39 19.     (N)    111 29 37.     (W)     SCALED    
 CG0438* NAVD 88     -      1052.14   (+/-2cm)    3451.9    (feet)  VERTCON   
 CG0438  ___________________________________________________________________
 CG0438  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0438
 CG0438.The horizontal coordinates were scaled from a topographic map and have
 CG0438.an estimated accuracy of +/- 6 seconds.
 CG0438
 CG0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0438.The vertical order pertains to the NGVD 29 superseded value.
 CG0438
 CG0438.The geoid height was determined by GEOID03.
 CG0438
 CG0438;                    North         East    Units  Estimated Accuracy
 CG0438;SPC AZ C     -    72,720.      253,480.      MT  (+/- 180 meters Scaled)
 CG0438
 CG0438                          SUPERSEDED SURVEY CONTROL
 CG0438
 CG0438  NGVD 29 (??/??/92) 1051.36   (m)         3449.3    (f) COMPUTED    2 0
 CG0438
 CG0438.Superseded values are not recommended for survey control.
 CG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0438.See file dsdata.txt to determine how the superseded data were derived.
 CG0438
 CG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA532023(NAD 83)
 CG0438_MARKER: DB = BENCH MARK DISK
 CG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0438_STAMPING: ALTAR AZIMUTH NO 3
 CG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0438+STABILITY: SURFACE MOTION
 CG0438
 CG0438  HISTORY     - Date     Condition        Report By
 CG0438  HISTORY     - UNK      MONUMENTED       CGS
 CG0438  HISTORY     - 1951     GOOD             NGS
 CG0438  HISTORY     - 1975     MARK NOT FOUND   USGS
 CG0438
 CG0438                          STATION DESCRIPTION
 CG0438
 CG0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0438'12.45 MI N FROM SASABE.
 CG0438'12.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0438'HOUSE AT SASABE, SET IN THE TOP OF A SMALL RED BOULDER, 209 FEET NORTH
 CG0438'OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 40 FEET WEST
 CG0438'OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF THE WITNESS POST,
 CG0438'AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND BOULDER PROJECTS 0.5 FOOT
 CG0438'ABOVE THE GROUND.
 CG0438
 CG0438                          STATION RECOVERY (1975)
 CG0438
 CG0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0440 ***********************************************************************
 CG0440  DESIGNATION -  ALTAR RM 1
 CG0440  PID         -  CG0440
 CG0440  STATE/COUNTY-  AZ/PIMA
 CG0440  USGS QUAD   -  MILDRED PEAK (1979)
 CG0440
 CG0440                         *CURRENT SURVEY CONTROL
 CG0440  ___________________________________________________________________
 CG0440* NAD 83(1986)-  31 39 29.     (N)    111 30 16.     (W)     SCALED    
 CG0440* NAVD 88     -      1068.44   (+/-2cm)    3505.4    (feet)  VERTCON   
 CG0440  ___________________________________________________________________
 CG0440  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0440
 CG0440.The horizontal coordinates were scaled from a topographic map and have
 CG0440.an estimated accuracy of +/- 6 seconds.
 CG0440
 CG0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0440.The vertical order pertains to the NGVD 29 superseded value.
 CG0440
 CG0440.The geoid height was determined by GEOID03.
 CG0440
 CG0440;                    North         East    Units  Estimated Accuracy
 CG0440;SPC AZ C     -    73,030.      252,450.      MT  (+/- 180 meters Scaled)
 CG0440
 CG0440                          SUPERSEDED SURVEY CONTROL
 CG0440
 CG0440  NGVD 29 (??/??/92) 1067.661  (m)         3502.82   (f) ADJ UNCH    2 0
 CG0440
 CG0440.Superseded values are not recommended for survey control.
 CG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0440.See file dsdata.txt to determine how the superseded data were derived.
 CG0440
 CG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA521026(NAD 83)
 CG0440_MARKER: DR = REFERENCE MARK DISK
 CG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0440_STAMPING: ALTAR NO 1 1935
 CG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0440+STABILITY: SURFACE MOTION
 CG0440
 CG0440  HISTORY     - Date     Condition        Report By
 CG0440  HISTORY     - 1935     MONUMENTED       CGS
 CG0440  HISTORY     - 1951     GOOD             NGS
 CG0440
 CG0440                          STATION DESCRIPTION
 CG0440
 CG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0440'13.15 MI N FROM SASABE.
 CG0440'12.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0440'HOUSE AT SASABE, THENCE 0.7 MILE WEST ALONG THE TOP OF A RIDGE, 0.7
 CG0440'MILE WEST OF THE MAIN ROAD ALONG THE TOP OF A LOW FLAT TOP RIDGE TO A
 CG0440'NORTH SOUTH FENCE LINE, AND SET IN THE TOP OF A SMALL RED BOULDER,
 CG0440'93.3 FEET NORTHWEST OF R M NO 2, 69.6 FEET NORTH OF THE STATION ALTAR,
 CG0440'54 FEET EAST OF THE FENCE LINE LEADING NORTHSOUTH, AND ABOUT 0.3 FOOT
 CG0440'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0441 ***********************************************************************
 CG0441  DESIGNATION -  ALTAR RM 2
 CG0441  PID         -  CG0441
 CG0441  STATE/COUNTY-  AZ/PIMA
 CG0441  USGS QUAD   -  MILDRED PEAK (1979)
 CG0441
 CG0441                         *CURRENT SURVEY CONTROL
 CG0441  ___________________________________________________________________
 CG0441* NAD 83(1986)-  31 39 28.     (N)    111 30 15.     (W)     SCALED    
 CG0441* NAVD 88     -      1068.26   (+/-2cm)    3504.8    (feet)  VERTCON   
 CG0441  ___________________________________________________________________
 CG0441  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CG0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0441
 CG0441.The horizontal coordinates were scaled from a topographic map and have
 CG0441.an estimated accuracy of +/- 6 seconds.
 CG0441
 CG0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0441.The vertical order pertains to the NGVD 29 superseded value.
 CG0441
 CG0441.The geoid height was determined by GEOID03.
 CG0441
 CG0441;                    North         East    Units  Estimated Accuracy
 CG0441;SPC AZ C     -    73,000.      252,480.      MT  (+/- 180 meters Scaled)
 CG0441
 CG0441                          SUPERSEDED SURVEY CONTROL
 CG0441
 CG0441  NGVD 29 (??/??/92) 1067.478  (m)         3502.22   (f) ADJ UNCH    2 0
 CG0441
 CG0441.Superseded values are not recommended for survey control.
 CG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0441.See file dsdata.txt to determine how the superseded data were derived.
 CG0441
 CG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA522026(NAD 83)
 CG0441_MARKER: DR = REFERENCE MARK DISK
 CG0441_SETTING: 80 = SET IN A BOULDER
 CG0441_SP_SET: BOULDER
 CG0441_STAMPING: ALTAR NO 2 1935
 CG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0441+STABILITY: SURFACE MOTION
 CG0441
 CG0441  HISTORY     - Date     Condition        Report By
 CG0441  HISTORY     - 1935     MONUMENTED       CGS
 CG0441  HISTORY     - 1951     GOOD             NGS
 CG0441
 CG0441                          STATION DESCRIPTION
 CG0441
 CG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0441'13.15 MI N FROM SASABE.
 CG0441'12.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0441'HOUSE AT SASABE, THENCE 0.7 MILE WEST ALONG THE TOP OF A RIDGE, 0.7
 CG0441'MILE WEST OF THE MAIN ROAD ALONG THE TOP OF A LOW FLAT RIDGE, 93.3
 CG0441'FEET SOUTHWEST OF R M NO 1, 66.3 FEET EAST OF THE STATION ALTAR, 2.2
 CG0441'FEET NORTH OF THE WITNESS POST, AND ABOUT 0.3 FOOT ABOVE THE GROUND,
 CG0441'AND SET IN THE TOP OF A SMALL WHITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0186 ***********************************************************************
 FQ0186  DESIGNATION -  ALTO
 FQ0186  PID         -  FQ0186
 FQ0186  STATE/COUNTY-  AZ/COCONINO
 FQ0186  USGS QUAD   -  WINONA (1974)
 FQ0186
 FQ0186                         *CURRENT SURVEY CONTROL
 FQ0186  ___________________________________________________________________
 FQ0186* NAD 83(1992)-  35 12 12.10910(N)    111 27 39.82390(W)     ADJUSTED  
 FQ0186* NAVD 88     -      1971.201  (meters)    6467.18   (feet)  ADJUSTED  
 FQ0186  ___________________________________________________________________
 FQ0186  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FQ0186  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0186  DYNAMIC HT  -        1968.413 (meters)    6458.03  (feet)  COMP
 FQ0186  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 FQ0186
 FQ0186  HORZ ORDER  -  SECOND
 FQ0186  VERT ORDER  -  FIRST     CLASS II
 FQ0186
 FQ0186.The horizontal coordinates were established by classical geodetic methods
 FQ0186.and adjusted by the National Geodetic Survey in August 1993.
 FQ0186
 FQ0186.The orthometric height was determined by differential leveling
 FQ0186.and adjusted in June 1991.
 FQ0186
 FQ0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0186
 FQ0186.The geoid height was determined by GEOID03.
 FQ0186
 FQ0186.The dynamic height is computed by dividing the NAVD 88
 FQ0186.geopotential number by the normal gravity value computed on the
 FQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0186.degrees latitude (g = 980.6199 gals.).
 FQ0186
 FQ0186.The modeled gravity was interpolated from observed gravity values.
 FQ0186
 FQ0186;                    North         East     Units Scale Factor Converg.
 FQ0186;SPC AZ C     -   466,228.702   254,844.134   MT  0.99992120   +0 15 45.5
 FQ0186;SPC AZ C     - 1,529,621.73    836,102.80   iFT  0.99992120   +0 15 45.5
 FQ0186;UTM  12      - 3,895,693.044   458,031.516   MT  0.99962171   -0 15 56.9
 FQ0186
 FQ0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0186!SPC AZ C     -   0.99969437  x   0.99992120  =   0.99961560
 FQ0186!UTM  12      -   0.99969437  x   0.99962171  =   0.99931620
 FQ0186
 FQ0186|---------------------------------------------------------------------|
 FQ0186| PID    Reference Object                     Distance      Geod. Az  |
 FQ0186|                                                           dddmmss.s |
 FQ0186| FQ0187 ALTO RM 1                            34.582 METERS 04646     |
 FQ0186| CH2195 ALTO AZ MK                                         0934233.7 |
 FQ0186| FQ0185 ALTO RM 2                            19.347 METERS 18844     |
 FQ0186|---------------------------------------------------------------------|
 FQ0186
 FQ0186                          SUPERSEDED SURVEY CONTROL
 FQ0186
 FQ0186  NAD 83(1986)-  35 12 12.10347(N)    111 27 39.82405(W) AD(       ) 2
 FQ0186  NAD 27      -  35 12 12.06490(N)    111 27 37.25480(W) AD(       ) 2
 FQ0186  NGVD 29 (??/??/92) 1970.187  (m)         6463.86   (f) ADJ UNCH    1 2
 FQ0186
 FQ0186.Superseded values are not recommended for survey control.
 FQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0186.See file dsdata.txt to determine how the superseded data were derived.
 FQ0186
 FQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5803295693(NAD 83)
 FQ0186_MARKER: DS = TRIANGULATION STATION DISK
 FQ0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0186_STAMPING: ALTO 1958
 FQ0186_MARK LOGO: CGS   
 FQ0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0186
 FQ0186  HISTORY     - Date     Condition        Report By
 FQ0186  HISTORY     - 1958     MONUMENTED       CGS
 FQ0186  HISTORY     - 1958     GOOD             CGS
 FQ0186  HISTORY     - 1958     GOOD             NGS
 FQ0186  HISTORY     - 1959     GOOD             CGS
 FQ0186  HISTORY     - 1967     MARK NOT FOUND   USGS
 FQ0186  HISTORY     - 1983     GOOD             NGS
 FQ0186
 FQ0186                          STATION DESCRIPTION
 FQ0186
 FQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0186'THE STATION IS LOCATED ON THE TOP OF A LOW WOODED RIDGE THAT IS
 FQ0186'ABOUT 11 MILES EAST OF THE CENTER OF FLAGSTAFF, 3 MILES WEST
 FQ0186'OF WINONA AND 275 FEET NORTH OF U.S. HIGHWAY 66.
 FQ0186'
 FQ0186'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0186'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.7 MILES
 FQ0186'TO A POINT WHERE U.S. HIGHWAY 89 TURNS LEFT, KEEP STRAIGHT
 FQ0186'AHEAD ON U.S. HIGHWAY 66 AND GO EAST FOR 4.7 MILES TO A T-ROAD
 FQ0186'RIGHT AND SIGN WALNUT CANYON CONTINUE EAST ON THE HIGHWAY
 FQ0186'FOR 3.0 MILES TO THE TOP OF A LOW RIDGE AND THE STATION ON
 FQ0186'THE LEFT.
 FQ0186'
 FQ0186'THE STATION MARK, STAMPED ALTO 1958, IS A STANDARD DISK WELDED
 FQ0186'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT
 FQ0186'IS 142 FEET NORTH OF A FENCELINE AND 12 FEET NORTHWEST OF
 FQ0186'A WITNESS SIGN POST.
 FQ0186'
 FQ0186'REFERENCE MARK NO. 1, STAMPED ALTO NO 1 1958, IS A STANDARD
 FQ0186'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FQ0186'3 INCHES.  IT IS 121 FEET NORTHEAST OF A WITNESS SIGN POST
 FQ0186'AND 2 FEET LOWER THAN THE STATION.
 FQ0186'
 FQ0186'REFERENCE MARK NO. 2, STAMPED ALTO NO 2 1958, IS A STANDARD
 FQ0186'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4
 FQ0186'INCHES.  IT IS 79 FEET NORTH OF A FENCELINE AND 52 FEET SOUTH
 FQ0186'OF A WITNESS SIGN POST.
 FQ0186
 FQ0186                          STATION RECOVERY (1958)
 FQ0186
 FQ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0186'11.0 MI E FROM FLAGSTAFF.
 FQ0186'11.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0186'IN FLAGSTAFF, ON THE NORTH SIDE OF THE HIGHWAY, 142 FEET NORTH OF A
 FQ0186'FENCELINE, 12 FEET NORTHWEST OF A WITNESS POST AND WELDED TO THE TOP
 FQ0186'OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 FQ0186
 FQ0186                          STATION RECOVERY (1958)
 FQ0186
 FQ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0186'RECOVERED IN GOOD CONDITION.
 FQ0186
 FQ0186                          STATION RECOVERY (1959)
 FQ0186
 FQ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0186'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 FQ0186'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 FQ0186'
 FQ0186'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON U.S.
 FQ0186'HIGHWAY 66 FOR 0.65 MILE TO THE MARK ON THE LEFT, NORTH.
 FQ0186'
 FQ0186'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, ALTO 1958, CEMENTED
 FQ0186'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.  IT IS .05 MILE
 FQ0186'NORTHWEST OF HIGHWAY MILE POST 228, 37.3 FEET NORTHWEST OF A
 FQ0186'WITNESS SIGN POST, 33.5 FEET NORTH OF THE NORTH HIGHWAY RIGHT
 FQ0186'OF WAY FENCE AND 1 FOOT SOUTHWEST OF A SMALL CAIRN.
 FQ0186
 FQ0186                          STATION RECOVERY (1967)
 FQ0186
 FQ0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JBB)
 FQ0186'A DILIGENT SEARCH WAS MADE BUT THE STATION COULD NOT BE
 FQ0186'FOUND.  THE PRESCRIBED AREA IS BARE OF VEGETATION IS WITHIN
 FQ0186'200 FT OF A HOUSE, NOTHING WAS SEEN, NEITHER REFERENCE MARKS
 FQ0186'NOR STATION.
 FQ0186
 FQ0186                          STATION RECOVERY (1983)
 FQ0186
 FQ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0186'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0186'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0186'IN FLAGSTAFF, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY
 FQ0186'40, 61.6 METERS (202.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FQ0186'LANES OF THE HIGHWAY, 36.9 METERS (121.1 FT) NORTH OF THE CENTER OF
 FQ0186'THE WEST EXIT ROAD OF A REST AREA AND SET IN THE TOP OF A SHALLOW-SET
 FQ0186'PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
 FQ0186'THE MARK IS 3.7 METERS  NW FROM A WITNESS POST.
 FQ0186'THE MARK IS 2.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1894 ***********************************************************************
 CZ1894  DESIGNATION -  ALTO
 CZ1894  PID         -  CZ1894
 CZ1894  STATE/COUNTY-  AZ/PINAL
 CZ1894  USGS QUAD   -  ORACLE (1988)
 CZ1894
 CZ1894                         *CURRENT SURVEY CONTROL
 CZ1894  ___________________________________________________________________
 CZ1894* NAD 83(1992)-  32 37 20.30509(N)    110 47 24.04451(W)     ADJUSTED  
 CZ1894* NAVD 88     -      1325.65   (+/-2cm)    4349.2    (feet)  VERTCON   
 CZ1894  ___________________________________________________________________
 CZ1894  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 CZ1894  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CZ1894  HORZ ORDER  -  SECOND
 CZ1894  VERT ORDER  -  THIRD ? (See Below)
 CZ1894
 CZ1894.The horizontal coordinates were established by classical geodetic methods
 CZ1894.and adjusted by the National Geodetic Survey in August 1993.
 CZ1894
 CZ1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1894.The vertical order pertains to the NGVD 29 superseded value.
 CZ1894
 CZ1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1894
 CZ1894.The geoid height was determined by GEOID03.
 CZ1894
 CZ1894;                    North         East     Units Scale Factor Converg.
 CZ1894;SPC AZ C     -   180,429.599   319,088.081   MT  1.00003780   +0 36 26.8
 CZ1894;SPC AZ C     -   591,960.63  1,046,876.91   iFT  1.00003780   +0 36 26.8
 CZ1894;UTM  12      - 3,609,436.585   519,699.340   MT  0.99960479   +0 06 47.5
 CZ1894
 CZ1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1894!SPC AZ C     -   0.99979632  x   1.00003780  =   0.99983411
 CZ1894!UTM  12      -   0.99979632  x   0.99960479  =   0.99940119
 CZ1894
 CZ1894|---------------------------------------------------------------------|
 CZ1894| PID    Reference Object                     Distance      Geod. Az  |
 CZ1894|                                                           dddmmss.s |
 CZ1894| CC5951 ALTO RM 1                            17.715 METERS 08430     |
 CZ1894| CZ1893 ORACLE HILL                         APPROX. 3.9 KM 1503704.4 |
 CZ1894| CC5952 ALTO RM 2                            13.478 METERS 26434     |
 CZ1894|---------------------------------------------------------------------|
 CZ1894
 CZ1894                          SUPERSEDED SURVEY CONTROL
 CZ1894
 CZ1894  NAD 83(1986)-  32 37 20.30252(N)    110 47 24.04060(W) AD(       ) 2
 CZ1894  NAD 27      -  32 37 20.04844(N)    110 47 21.67895(W) AD(       ) 2
 CZ1894  NGVD 29 (07/19/86) 1324.89   (m)         4346.7    (f) LEVELING    3  
 CZ1894
 CZ1894.Superseded values are not recommended for survey control.
 CZ1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1894.See file dsdata.txt to determine how the superseded data were derived.
 CZ1894
 CZ1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1969909437(NAD 83)
 CZ1894_MARKER: DD = SURVEY DISK
 CZ1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1894+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 CZ1894
 CZ1894  HISTORY     - Date     Condition        Report By
 CZ1894  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1894  HISTORY     - 20080730 GOOD             ENTEL
 CZ1894
 CZ1894                          STATION DESCRIPTION
 CZ1894
 CZ1894'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1894'THE STATION IS ABOUT 1.7 MILES WEST NORTHWEST OF ORACLE, 9
 CZ1894'MILES EAST NORTHEAST OF ORACLE JUNCTION ON THE SOUTH SIDE OF
 CZ1894'ARIZONA HWY. 77 ON TOP OF A HWY. CUT.
 CZ1894'
 CZ1894'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ALTO 1977
 CZ1894'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT WHICH
 CZ1894'PROJECTS 0.4 FEET.  THE MARK IS 95 FEET SOUTH OF
 CZ1894'HWY. CENTERLINE IN THE SOUTH R/W OF HWY. 77 AND IS MARKED BY
 CZ1894'A WITNESS POST AND SIGN 3 FEET TO THE SOUTH.
 CZ1894'
 CZ1894'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED ALTO RM
 CZ1894'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1894'PROJECTING 0.5 FEET.  THE MARK IS 1 FOOT INSIDE THE SOUTH R/W
 CZ1894'FENCE.
 CZ1894'
 CZ1894'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ALTO RM
 CZ1894'1 AND IS EPOXIED TO A BOULDER WHICH IS 6 FEET INSIDE THE SOUTH
 CZ1894'R/W FENCELINE.
 CZ1894'
 CZ1894'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 80-89 AND
 CZ1894'ARIZONA HWY. 77 AT ORACLE JUNCTION, TRAVEL EAST NORTHEAST ON
 CZ1894'HWY. 77 TO MILE POST 100.99 TO THE STATION ON THE RIGHT (SOUTH)
 CZ1894'ON TOP OF A HWY. CUT INSIDE THE SOUTH R/W FENCE.
 CZ1894'
 CZ1894'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1894
 CZ1894                          STATION RECOVERY (2008)
 CZ1894
 CZ1894'RECOVERY NOTE BY ENTELLUS INC 2008 (WEW)
 CZ1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0187 ***********************************************************************
 FQ0187  DESIGNATION -  ALTO RM 1
 FQ0187  PID         -  FQ0187
 FQ0187  STATE/COUNTY-  AZ/COCONINO
 FQ0187  USGS QUAD   -  WINONA (1974)
 FQ0187
 FQ0187                         *CURRENT SURVEY CONTROL
 FQ0187  ___________________________________________________________________
 FQ0187* NAD 83(1986)-  35 12 12.     (N)    111 27 40.     (W)     SCALED    
 FQ0187* NAVD 88     -      1969.897  (meters)    6462.90   (feet)  ADJUSTED  
 FQ0187  ___________________________________________________________________
 FQ0187  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0187  DYNAMIC HT  -        1967.111 (meters)    6453.76  (feet)  COMP
 FQ0187  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 FQ0187
 FQ0187  VERT ORDER  -  SECOND    CLASS 0
 FQ0187
 FQ0187.The horizontal coordinates were scaled from a topographic map and have
 FQ0187.an estimated accuracy of +/- 6 seconds.
 FQ0187
 FQ0187.The orthometric height was determined by differential leveling
 FQ0187.and adjusted in June 1991.
 FQ0187
 FQ0187.The geoid height was determined by GEOID03.
 FQ0187
 FQ0187.The dynamic height is computed by dividing the NAVD 88
 FQ0187.geopotential number by the normal gravity value computed on the
 FQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0187.degrees latitude (g = 980.6199 gals.).
 FQ0187
 FQ0187.The modeled gravity was interpolated from observed gravity values.
 FQ0187
 FQ0187;                    North         East    Units  Estimated Accuracy
 FQ0187;SPC AZ C     -   466,230.      254,840.      MT  (+/- 180 meters Scaled)
 FQ0187
 FQ0187                          SUPERSEDED SURVEY CONTROL
 FQ0187
 FQ0187  NGVD 29 (??/??/92) 1968.883  (m)         6459.58   (f) ADJ UNCH    2 0
 FQ0187
 FQ0187.Superseded values are not recommended for survey control.
 FQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0187.See file dsdata.txt to determine how the superseded data were derived.
 FQ0187
 FQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD580956(NAD 83)
 FQ0187_MARKER: DR = REFERENCE MARK DISK
 FQ0187_SETTING: 80 = SET IN A BOULDER
 FQ0187_SP_SET: BOULDER
 FQ0187_STAMPING: ALTO NO 1 1958
 FQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0187+STABILITY: SURFACE MOTION
 FQ0187
 FQ0187  HISTORY     - Date     Condition        Report By
 FQ0187  HISTORY     - 1958     MONUMENTED       CGS
 FQ0187  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0187
 FQ0187                          STATION DESCRIPTION
 FQ0187
 FQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0187'11.4 MI E FROM FLAGSTAFF.
 FQ0187'11.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0187'IN FLAGSTAFF, ON THE NORTH SIDE OF THE HIGHWAY, 121 FEET NORTHEAST OF
 FQ0187'A WITNESS POST, AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FQ0187'PROJECTS 3 INCHES.
 FQ0187
 FQ0187                          STATION RECOVERY (1983)
 FQ0187
 FQ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0185 ***********************************************************************
 FQ0185  DESIGNATION -  ALTO RM 2
 FQ0185  PID         -  FQ0185
 FQ0185  STATE/COUNTY-  AZ/COCONINO
 FQ0185  USGS QUAD   -  WINONA (1974)
 FQ0185
 FQ0185                         *CURRENT SURVEY CONTROL
 FQ0185  ___________________________________________________________________
 FQ0185* NAD 83(1986)-  35 12 12.     (N)    111 27 40.     (W)     SCALED    
 FQ0185* NAVD 88     -      1970.197  (meters)    6463.89   (feet)  ADJUSTED  
 FQ0185  ___________________________________________________________________
 FQ0185  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0185  DYNAMIC HT  -        1967.410 (meters)    6454.74  (feet)  COMP
 FQ0185  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 FQ0185
 FQ0185  VERT ORDER  -  SECOND    CLASS 0
 FQ0185
 FQ0185.The horizontal coordinates were scaled from a topographic map and have
 FQ0185.an estimated accuracy of +/- 6 seconds.
 FQ0185
 FQ0185.The orthometric height was determined by differential leveling
 FQ0185.and adjusted in June 1991.
 FQ0185
 FQ0185.The geoid height was determined by GEOID03.
 FQ0185
 FQ0185.The dynamic height is computed by dividing the NAVD 88
 FQ0185.geopotential number by the normal gravity value computed on the
 FQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0185.degrees latitude (g = 980.6199 gals.).
 FQ0185
 FQ0185.The modeled gravity was interpolated from observed gravity values.
 FQ0185
 FQ0185;                    North         East    Units  Estimated Accuracy
 FQ0185;SPC AZ C     -   466,230.      254,840.      MT  (+/- 180 meters Scaled)
 FQ0185
 FQ0185                          SUPERSEDED SURVEY CONTROL
 FQ0185
 FQ0185  NGVD 29 (??/??/92) 1969.183  (m)         6460.56   (f) ADJ UNCH    2 0
 FQ0185
 FQ0185.Superseded values are not recommended for survey control.
 FQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0185.See file dsdata.txt to determine how the superseded data were derived.
 FQ0185
 FQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD580956(NAD 83)
 FQ0185_MARKER: DR = REFERENCE MARK DISK
 FQ0185_SETTING: 80 = SET IN A BOULDER
 FQ0185_SP_SET: BOULDER
 FQ0185_STAMPING: ALTO NO 2 1958
 FQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0185+STABILITY: SURFACE MOTION
 FQ0185
 FQ0185  HISTORY     - Date     Condition        Report By
 FQ0185  HISTORY     - 1958     MONUMENTED       CGS
 FQ0185  HISTORY     - 1968     MARK NOT FOUND   USGS
 FQ0185  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0185
 FQ0185                          STATION DESCRIPTION
 FQ0185
 FQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0185'11.0 MI E FROM FLAGSTAFF.
 FQ0185'11.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0185'IN FLAGSTAFF, ON THE NORTH SIDE OF THE HIGHWAY, 79 FEET NORTH OF A
 FQ0185'FENCELINE, 52 FEET SOUTH OF A WITNESS POST AND CEMENTED IN A DRILL
 FQ0185'HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  NOTE-- IT APPEARS TO BE
 FQ0185'NEAR THE TOP OF A CUT BANK RECENTLY MADE TO WIDEN NEW HIGHWAY AREA.
 FQ0185
 FQ0185                          STATION RECOVERY (1968)
 FQ0185
 FQ0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0185'MARK NOT FOUND.
 FQ0185
 FQ0185                          STATION RECOVERY (1983)
 FQ0185
 FQ0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1144 ***********************************************************************
 CG1144  DESIGNATION -  ALVAREZ
 CG1144  PID         -  CG1144
 CG1144  STATE/COUNTY-  AZ/PIMA
 CG1144  USGS QUAD   -  COWLIC (1984)
 CG1144
 CG1144                         *CURRENT SURVEY CONTROL
 CG1144  ___________________________________________________________________
 CG1144* NAD 83(1992)-  31 45 08.60181(N)    111 59 51.64686(W)     ADJUSTED  
 CG1144* NAVD 88     -       991.     (meters)    3251.     (feet)  SCALED    
 CG1144  ___________________________________________________________________
 CG1144  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 CG1144  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CG1144  HORZ ORDER  -  FIRST
 CG1144
 CG1144.The horizontal coordinates were established by classical geodetic methods
 CG1144.and adjusted by the National Geodetic Survey in August 1993.
 CG1144
 CG1144.The orthometric height was scaled from a topographic map.
 CG1144
 CG1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1144
 CG1144.The geoid height was determined by GEOID03.
 CG1144
 CG1144;                    North         East     Units Scale Factor Converg.
 CG1144;SPC AZ C     -    83,416.409   205,685.091   MT  0.99990073   -0 02 33.5
 CG1144;SPC AZ C     -   273,675.88    674,819.85   iFT  0.99990073   -0 02 33.5
 CG1144;UTM  12      - 3,513,423.420   405,509.304   MT  0.99971012   -0 31 30.2
 CG1144
 CG1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1144!SPC AZ C     -   0.99984934  x   0.99990073  =   0.99975009
 CG1144!UTM  12      -   0.99984934  x   0.99971012  =   0.99955951
 CG1144
 CG1144|---------------------------------------------------------------------|
 CG1144| PID    Reference Object                     Distance      Geod. Az  |
 CG1144|                                                           dddmmss.s |
 CG1144| CH4165 ALVAREZ RM 2                          7.393 METERS 24954     |
 CG1144| CH0155 BOUNDARY MON 153 MX US              APPROX.21.1 KM 2513630.8 |
 CG1144| CH4164 ALVAREZ RM 1                          8.626 METERS 34946     |
 CG1144|---------------------------------------------------------------------|
 CG1144
 CG1144                          SUPERSEDED SURVEY CONTROL
 CG1144
 CG1144  NAD 83(1986)-  31 45 08.59394(N)    111 59 51.64671(W) AD(       ) 1
 CG1144  NAD 27      -  31 45 08.30100(N)    111 59 49.20100(W) AD(       ) 1
 CG1144
 CG1144.Superseded values are not recommended for survey control.
 CG1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1144.See file dsdata.txt to determine how the superseded data were derived.
 CG1144
 CG1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0550913423(NAD 83)
 CG1144_MARKER: DS = TRIANGULATION STATION DISK
 CG1144_SETTING: 66 = SET IN ROCK OUTCROP
 CG1144
 CG1144  HISTORY     - Date     Condition        Report By
 CG1144  HISTORY     - 1935     MONUMENTED       CGS
 CG1144
 CG1144                          STATION DESCRIPTION
 CG1144
 CG1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1144'ON THE HIGHEST PEAK OF THE NORTHERN END OF THE ALVAREZ MOUNTAINS,
 CG1144'3-1/4 MILES, AIR LINE, ALMOST DUE SOUTH OF COWLIC AND 6 MILES,
 CG1144'AIR LINE, NEARLY NORTHWEST OF VAMORI, ON THE SAME RANGE AND ABOUT
 CG1144'2 MILES NORTH OF STATION ROCKY POINT.  MARKED BY A STANDARD
 CG1144'BRONZE DISK. REFERENCE MARK NO. 1, A
 CG1144'STANDARD BRONZE REFERENCE DISK, IS 8.626 METERS
 CG1144'(28.30 FEET) FROM STATION N 10 DEG 14 MIN W. REFERENCE
 CG1144'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG1144'7.393 METERS (24.26 FEET) FROM STATION S 69 DEG 55 MIN W.
 CG1144'BOUNDARY MONUMENT NO. 153 (I.B.C.) MAY BE USED AS AN
 CG1144'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0185 ***********************************************************************
 DV0185  DESIGNATION -  AM 2 RM 1
 DV0185  PID         -  DV0185
 DV0185  STATE/COUNTY-  AZ/MARICOPA
 DV0185  USGS QUAD   -  GLENDALE (1982)
 DV0185
 DV0185                         *CURRENT SURVEY CONTROL
 DV0185  ___________________________________________________________________
 DV0185* NAD 83(1986)-  33 36 38.     (N)    112 08 37.     (W)     SCALED    
 DV0185* NAVD 88     -       384.96   (+/-2cm)    1263.0    (feet)  VERTCON   
 DV0185  ___________________________________________________________________
 DV0185  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0185
 DV0185.The horizontal coordinates were scaled from a topographic map and have
 DV0185.an estimated accuracy of +/- 6 seconds.
 DV0185
 DV0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0185.The vertical order pertains to the NGVD 29 superseded value.
 DV0185
 DV0185.The geoid height was determined by GEOID03.
 DV0185
 DV0185;                    North         East    Units  Estimated Accuracy
 DV0185;SPC AZ C     -   289,490.      192,300.      MT  (+/- 180 meters Scaled)
 DV0185
 DV0185                          SUPERSEDED SURVEY CONTROL
 DV0185
 DV0185  NGVD 29 (??/??/92)  384.408  (m)         1261.18   (f) ADJ UNCH    2 0
 DV0185
 DV0185.Superseded values are not recommended for survey control.
 DV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0185.See file dsdata.txt to determine how the superseded data were derived.
 DV0185
 DV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939195(NAD 83)
 DV0185_MARKER: DR = REFERENCE MARK DISK
 DV0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0185_SP_SET: MONUMENT
 DV0185_STAMPING: AM 2 NO 1 1959
 DV0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0185
 DV0185  HISTORY     - Date     Condition        Report By
 DV0185  HISTORY     - 1959     MONUMENTED       CGS
 DV0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0185  HISTORY     - 20080506 MARK NOT FOUND   GEOCAC
 DV0185
 DV0185                          STATION DESCRIPTION
 DV0185
 DV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0185'5.0 MI NE FROM PHOENIX.
 DV0185'9.35 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0185'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE 1.4 MILES WEST ALONG
 DV0185'THUNDERBIRD ROAD, 27 FEET EAST OF THE STATION, 30 FEET SOUTH OF THE
 DV0185'CENTER OF THE ROAD, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DV0185'MONUMENT THAT PROJECTS 2 INCHES.
 DV0185
 DV0185                          STATION RECOVERY (1981)
 DV0185
 DV0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0185'NOT RECOVERED, REPORTED AS DESTROYED IN THE HORIZONTAL DATA.
 DV0185
 DV0185                          STATION RECOVERY (2008)
 DV0185
 DV0185'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0185'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0185'MARK. THUNDERBIRD ROAD  IS MORE THAN 30 FEET WIDE FROM THE CENTERLINE,
 DV0185'AND THE AREA SOUTH OF THE ROAD IS NOW A RESIDENTIAL DEVELOPMENT.
 DV0185'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0187 ***********************************************************************
 DV0187  DESIGNATION -  AM 2 RM 2
 DV0187  PID         -  DV0187
 DV0187  STATE/COUNTY-  AZ/MARICOPA
 DV0187  USGS QUAD   -  GLENDALE (1982)
 DV0187
 DV0187                         *CURRENT SURVEY CONTROL
 DV0187  ___________________________________________________________________
 DV0187* NAD 83(1986)-  33 36 38.     (N)    112 08 37.     (W)     SCALED    
 DV0187* NAVD 88     -       384.91   (+/-2cm)    1262.8    (feet)  VERTCON   
 DV0187  ___________________________________________________________________
 DV0187  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0187
 DV0187.The horizontal coordinates were scaled from a topographic map and have
 DV0187.an estimated accuracy of +/- 6 seconds.
 DV0187
 DV0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0187.The vertical order pertains to the NGVD 29 superseded value.
 DV0187
 DV0187.The geoid height was determined by GEOID03.
 DV0187
 DV0187;                    North         East    Units  Estimated Accuracy
 DV0187;SPC AZ C     -   289,490.      192,300.      MT  (+/- 180 meters Scaled)
 DV0187
 DV0187                          SUPERSEDED SURVEY CONTROL
 DV0187
 DV0187  NGVD 29 (??/??/92)  384.363  (m)         1261.03   (f) ADJ UNCH    2 0
 DV0187
 DV0187.Superseded values are not recommended for survey control.
 DV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0187.See file dsdata.txt to determine how the superseded data were derived.
 DV0187
 DV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939195(NAD 83)
 DV0187_MARKER: DR = REFERENCE MARK DISK
 DV0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0187_SP_SET: MONUMENT
 DV0187_STAMPING: AM 2 NO 2 1959
 DV0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0187
 DV0187  HISTORY     - Date     Condition        Report By
 DV0187  HISTORY     - 1959     MONUMENTED       CGS
 DV0187  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0187  HISTORY     - 20080506 MARK NOT FOUND   GEOCAC
 DV0187
 DV0187                          STATION DESCRIPTION
 DV0187
 DV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0187'5.0 MI NW FROM PHOENIX.
 DV0187'9.35 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0187'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE 1.4 MILES WEST ALONG
 DV0187'THUNDERBIRD ROAD, 30 FEET WEST OF THE STATION, 30 FEET SOUTH OF THE
 DV0187'CENTER OF THE ROAD, 11 FEET NORTH OF THE IRRIGATION CANAL, SET IN THE
 DV0187'TOP OF A 12 INCH SQUARE MONUMENT THAT PROJECTS 2 INCHES.
 DV0187
 DV0187                          STATION RECOVERY (1981)
 DV0187
 DV0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0187'NOT RECOVERED, REPORTED AS DESTROYED IN THE HORIZONTAL DATA.
 DV0187
 DV0187                          STATION RECOVERY (2008)
 DV0187
 DV0187'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0187'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0187'MARK. THUNDERBIRD ROAD  IS MORE THAN 30 FEET WIDE FROM THE CENTERLINE,
 DV0187'AND THE AREA SOUTH OF THE ROAD IS NOW A RESIDENTIAL DEVELOPMENT.
 DV0187'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2021 ***********************************************************************
 CZ2021  DESIGNATION -  AM 43
 CZ2021  PID         -  CZ2021
 CZ2021  STATE/COUNTY-  AZ/PINAL
 CZ2021  USGS QUAD   -  COOLIDGE (1992)
 CZ2021
 CZ2021                         *CURRENT SURVEY CONTROL
 CZ2021  ___________________________________________________________________
 CZ2021* NAD 83(1992)-  32 53 38.69557(N)    111 37 06.68181(W)     ADJUSTED  
 CZ2021* NAVD 88     -       438.32   (+/-2cm)    1438.1    (feet)  VERTCON   
 CZ2021  ___________________________________________________________________
 CZ2021  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CZ2021  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ2021  HORZ ORDER  -  FIRST
 CZ2021  VERT ORDER  -  THIRD ? (See Below)
 CZ2021
 CZ2021.The horizontal coordinates were established by classical geodetic methods
 CZ2021.and adjusted by the National Geodetic Survey in August 1993.
 CZ2021
 CZ2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2021.The vertical order pertains to the NGVD 29 superseded value.
 CZ2021
 CZ2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2021
 CZ2021.The geoid height was determined by GEOID03.
 CZ2021
 CZ2021;                    North         East     Units Scale Factor Converg.
 CZ2021;SPC AZ C     -   210,045.463   241,253.016   MT  0.99990959   +0 09 42.9
 CZ2021;SPC AZ C     -   689,125.53    791,512.52   iFT  0.99990959   +0 09 42.9
 CZ2021;UTM  12      - 3,639,714.558   442,150.781   MT  0.99964126   -0 20 09.3
 CZ2021
 CZ2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2021!SPC AZ C     -   0.99993589  x   0.99990959  =   0.99984549
 CZ2021!UTM  12      -   0.99993589  x   0.99964126  =   0.99957718
 CZ2021
 CZ2021:                Primary Azimuth Mark                     Grid Az
 CZ2021:SPC AZ C     -  AL 43                                    269 29 47.7
 CZ2021:UTM  12      -  AL 43                                    269 59 39.9
 CZ2021
 CZ2021|---------------------------------------------------------------------|
 CZ2021| PID    Reference Object                     Distance      Geod. Az  |
 CZ2021|                                                           dddmmss.s |
 CZ2021| CZ2119 AL 43                               APPROX. 1.7 KM 2693930.6 |
 CZ2021|---------------------------------------------------------------------|
 CZ2021
 CZ2021                          SUPERSEDED SURVEY CONTROL
 CZ2021
 CZ2021  NAD 83(1986)-  32 53 38.69055(N)    111 37 06.68315(W) AD(       ) 1
 CZ2021  NAD 27      -  32 53 38.48413(N)    111 37 04.22535(W) AD(       ) 1
 CZ2021  NGVD 29 (07/19/86)  437.83   (m)         1436.4    (f) LEVELING    3  
 CZ2021
 CZ2021.Superseded values are not recommended for survey control.
 CZ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2021.See file dsdata.txt to determine how the superseded data were derived.
 CZ2021
 CZ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4215139715(NAD 83)
 CZ2021_MARKER: DD = SURVEY DISK
 CZ2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2021+STABILITY: SURFACE MOTION
 CZ2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2021+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ2021
 CZ2021  HISTORY     - Date     Condition        Report By
 CZ2021  HISTORY     - 1967     MONUMENTED       DMA
 CZ2021  HISTORY     - 1968     MARK NOT FOUND   DMA
 CZ2021  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2021  HISTORY     - 20070401 GOOD             GEOCAC
 CZ2021
 CZ2021                          STATION DESCRIPTION
 CZ2021
 CZ2021'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2021'T-6-S.  R-7-E.  IN SECTION 22 NEAR THE NORTHWEST CORNER.
 CZ2021'
 CZ2021'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2021'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2021'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2021'IS STAMPED--AM 43 1967 ARMY MAP SERVICE.
 CZ2021'
 CZ2021'THE STATION MARK IS LOCATED 73 FEET EAST OF THE CENTERLINE
 CZ2021'OF NORTH-SOUTH ACCESS ROAD.  86 FEET EAST OF CENTERLINE OF
 CZ2021'NORTH-SOUTH IRRIGATION DITCH.  107 FEET EAST OF NORTH-SOUTH
 CZ2021'POWERLINE.  131 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2021'ROAD.  79 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  91
 CZ2021'FEET SOUTH OF THE EAST-WEST POWERLINE.
 CZ2021'
 CZ2021'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2021'GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2021'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 8.0 MILES TO
 CZ2021'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD
 CZ2021'AND THE STATION SITE.
 CZ2021
 CZ2021                          STATION RECOVERY (1968)
 CZ2021
 CZ2021'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2021'NOT FOUND AFTER SEARCH AND DIGGING.
 CZ2021'
 CZ2021'MARK WILL BE RESET 1968 IF NOT FOUND.
 CZ2021
 CZ2021                          STATION RECOVERY (2006)
 CZ2021
 CZ2021'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2021'THE DATASHEET INDICATES THAT THE STATION MARK WAS STAMPED 1967 AND IF
 CZ2021'NOT FOUND IN 1968 AND WOULD BE RESET. THE STATION MARK AT THIS
 CZ2021'LOCATION IS STAMPED AM 43 1968, NOT 1967, SO THE ORIGINAL STATION MUST
 CZ2021'HAVE BEEN RESET. THE STATION MARK IS FLANKED ON 4 SIDES BY 25 FOOT
 CZ2021'CONCRETE PETALS THAT FORM A CROSS.
 CZ2021' 
 CZ2021'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND AZ HWY 287
 CZ2021'TAKE HWY 287 EAST FOR 4 MILES TO N. SIGNAL PEAK ROAD. TURN LEFT NORTH
 CZ2021'ON N. SIGNAL PEAK ROAD FOR 1 MILE TO THE STATION ON THE RIGHT.
 CZ2021
 CZ2021                          STATION RECOVERY (2007)
 CZ2021
 CZ2021'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2020 ***********************************************************************
 CZ2020  DESIGNATION -  AM 44
 CZ2020  PID         -  CZ2020
 CZ2020  STATE/COUNTY-  AZ/PINAL
 CZ2020  USGS QUAD   -  COOLIDGE (1992)
 CZ2020
 CZ2020                         *CURRENT SURVEY CONTROL
 CZ2020  ___________________________________________________________________
 CZ2020* NAD 83(1992)-  32 52 47.81967(N)    111 37 09.87274(W)     ADJUSTED  
 CZ2020* NAVD 88     -       440.90   (+/-2cm)    1446.5    (feet)  VERTCON   
 CZ2020  ___________________________________________________________________
 CZ2020  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CZ2020  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ2020  HORZ ORDER  -  FIRST
 CZ2020  VERT ORDER  -  THIRD ? (See Below)
 CZ2020
 CZ2020.The horizontal coordinates were established by classical geodetic methods
 CZ2020.and adjusted by the National Geodetic Survey in August 1993.
 CZ2020
 CZ2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2020.The vertical order pertains to the NGVD 29 superseded value.
 CZ2020
 CZ2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2020
 CZ2020.The geoid height was determined by GEOID03.
 CZ2020
 CZ2020;                    North         East     Units Scale Factor Converg.
 CZ2020;SPC AZ C     -   208,478.082   241,174.506   MT  0.99990954   +0 09 41.0
 CZ2020;SPC AZ C     -   683,983.21    791,254.94   iFT  0.99990954   +0 09 41.0
 CZ2020;UTM  12      - 3,638,148.338   442,058.682   MT  0.99964139   -0 20 10.6
 CZ2020
 CZ2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2020!SPC AZ C     -   0.99993549  x   0.99990954  =   0.99984504
 CZ2020!UTM  12      -   0.99993549  x   0.99964139  =   0.99957690
 CZ2020
 CZ2020|---------------------------------------------------------------------|
 CZ2020| PID    Reference Object                     Distance      Geod. Az  |
 CZ2020|                                                           dddmmss.s |
 CZ2020| CH4169 AM 44 RM E                            8.836 METERS 08924     |
 CZ2020| CH4170 AM 44 RM S                            8.851 METERS 17921     |
 CZ2020| CZ2043 FOUR                                APPROX. 6.4 KM 1892510.5 |
 CZ2020|---------------------------------------------------------------------|
 CZ2020
 CZ2020                          SUPERSEDED SURVEY CONTROL
 CZ2020
 CZ2020  NAD 83(1986)-  32 52 47.81464(N)    111 37 09.87396(W) AD(       ) 1
 CZ2020  NAD 27      -  32 52 47.60677(N)    111 37 07.41767(W) AD(       ) 1
 CZ2020  NGVD 29 (07/19/86)  440.41   (m)         1444.9    (f) LEVELING    3  
 CZ2020
 CZ2020.Superseded values are not recommended for survey control.
 CZ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2020.See file dsdata.txt to determine how the superseded data were derived.
 CZ2020
 CZ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4205938148(NAD 83)
 CZ2020_MARKER: DD = SURVEY DISK
 CZ2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2020
 CZ2020  HISTORY     - Date     Condition        Report By
 CZ2020  HISTORY     - 1967     MONUMENTED       DMA
 CZ2020  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2020
 CZ2020                          STATION DESCRIPTION
 CZ2020
 CZ2020'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2020'T-6-S.  R-7-E.  IN SECTION 21 NEAR THE SOUTHEAST CORNER.
 CZ2020'
 CZ2020'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2020'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2020'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2020'IS STAMPED--AM 44 1967 ARMY MAP SERVICE.
 CZ2020'
 CZ2020'THE STATION MARK IS LOCATED 65 FEET NORTH OF EAST-WEST
 CZ2020'POWERLINE.  57 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2020'FIELD ROAD.  102 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2020'ROAD.  87 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  60
 CZ2020'FEET WEST OF NORTH-SOUTH POWERLINE.
 CZ2020'
 CZ2020'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2020'GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2020'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 8.0 MILES TO
 CZ2020'CROSSROAD AND THE STATION SITE.
 CZ2020
 CZ2020                          STATION RECOVERY (2006)
 CZ2020
 CZ2020'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2020'THE AREA DESCRIBED IS NOW A CULTIVATED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2038 ***********************************************************************
 CZ2038  DESIGNATION -  AM 46
 CZ2038  PID         -  CZ2038
 CZ2038  STATE/COUNTY-  AZ/PINAL
 CZ2038  USGS QUAD   -  ELOY NORTH (1992)
 CZ2038
 CZ2038                         *CURRENT SURVEY CONTROL
 CZ2038  ___________________________________________________________________
 CZ2038* NAD 83(1992)-  32 51 00.23973(N)    111 37 10.84997(W)     ADJUSTED  
 CZ2038* NAVD 88     -       447.52   (+/-2cm)    1468.2    (feet)  VERTCON   
 CZ2038  ___________________________________________________________________
 CZ2038  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CZ2038  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2038  HORZ ORDER  -  FIRST
 CZ2038  VERT ORDER  -  THIRD ? (See Below)
 CZ2038
 CZ2038.The horizontal coordinates were established by classical geodetic methods
 CZ2038.and adjusted by the National Geodetic Survey in August 1993.
 CZ2038
 CZ2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2038.The vertical order pertains to the NGVD 29 superseded value.
 CZ2038
 CZ2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2038
 CZ2038.The geoid height was determined by GEOID03.
 CZ2038
 CZ2038;                    North         East     Units Scale Factor Converg.
 CZ2038;SPC AZ C     -   205,164.202   241,158.427   MT  0.99990953   +0 09 40.0
 CZ2038;SPC AZ C     -   673,110.90    791,202.19   iFT  0.99990953   +0 09 40.0
 CZ2038;UTM  12      - 3,634,835.611   442,013.845   MT  0.99964146   -0 20 10.1
 CZ2038
 CZ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2038!SPC AZ C     -   0.99993445  x   0.99990953  =   0.99984399
 CZ2038!UTM  12      -   0.99993445  x   0.99964146  =   0.99957594
 CZ2038
 CZ2038|---------------------------------------------------------------------|
 CZ2038| PID    Reference Object                     Distance      Geod. Az  |
 CZ2038|                                                           dddmmss.s |
 CZ2038| CH4173 AM 46 RM E                            8.836 METERS 08932     |
 CZ2038| CH4174 AM 46 RM S                            8.859 METERS 17945     |
 CZ2038| CZ2043 FOUR                                APPROX. 3.1 KM 1985635.1 |
 CZ2038|---------------------------------------------------------------------|
 CZ2038
 CZ2038                          SUPERSEDED SURVEY CONTROL
 CZ2038
 CZ2038  NAD 83(1986)-  32 51 00.23468(N)    111 37 10.85092(W) AD(       ) 1
 CZ2038  NAD 27      -  32 51 00.02356(N)    111 37 08.39799(W) AD(       ) 1
 CZ2038  NGVD 29 (07/19/86)  447.03   (m)         1466.6    (f) LEVELING    3  
 CZ2038
 CZ2038.Superseded values are not recommended for survey control.
 CZ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2038.See file dsdata.txt to determine how the superseded data were derived.
 CZ2038
 CZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4201434836(NAD 83)
 CZ2038_MARKER: DD = SURVEY DISK
 CZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2038
 CZ2038  HISTORY     - Date     Condition        Report By
 CZ2038  HISTORY     - 1967     MONUMENTED       DMA
 CZ2038  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2038
 CZ2038                          STATION DESCRIPTION
 CZ2038
 CZ2038'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2038'T-7-S.  R-7-E.  IN SECTION 4 NEAR THE NORTHEAST CORNER.
 CZ2038'
 CZ2038'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2038'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2038'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 CZ2038'GROUND.  THE MARK IS STAMPED--AM 46 1967 ARMY MAP SERVICE.
 CZ2038'
 CZ2038'THE STATION MARK IS LOCATED 55.0 FEET SOUTH OF EAST-WEST
 CZ2038'FENCE.  90.0 FEET WEST OF EXTENDED CENTERLINE OF ROAD NORTH.  88.0
 CZ2038'FEET SOUTH OF EAST-WEST POWERLINE.  115.0 FEET SOUTH OF
 CZ2038'EAST-WEST ROAD.
 CZ2038'
 CZ2038'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2038'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2038'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 5.5 MILES TO ROAD
 CZ2038'NORTH AND THE STATION SITE.
 CZ2038
 CZ2038                          STATION RECOVERY (2006)
 CZ2038
 CZ2038'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2038'AT THE ADJUSTED COORDINATES PROBED INTO THE HARD PACK GROUND ABOUT 4
 CZ2038'INCHES, BUT DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE
 CZ2038'OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE
 CZ2038'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2039 ***********************************************************************
 CZ2039  DESIGNATION -  AM 47
 CZ2039  PID         -  CZ2039
 CZ2039  STATE/COUNTY-  AZ/PINAL
 CZ2039  USGS QUAD   -  ELOY NORTH (1992)
 CZ2039
 CZ2039                         *CURRENT SURVEY CONTROL
 CZ2039  ___________________________________________________________________
 CZ2039* NAD 83(1992)-  32 50 08.02851(N)    111 37 11.10871(W)     ADJUSTED  
 CZ2039* NAVD 88     -       450.62   (+/-2cm)    1478.4    (feet)  VERTCON   
 CZ2039  ___________________________________________________________________
 CZ2039  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CZ2039  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2039  HORZ ORDER  -  FIRST
 CZ2039  VERT ORDER  -  THIRD ? (See Below)
 CZ2039
 CZ2039.The horizontal coordinates were established by classical geodetic methods
 CZ2039.and adjusted by the National Geodetic Survey in August 1993.
 CZ2039
 CZ2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2039.The vertical order pertains to the NGVD 29 superseded value.
 CZ2039
 CZ2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2039
 CZ2039.The geoid height was determined by GEOID03.
 CZ2039
 CZ2039;                    North         East     Units Scale Factor Converg.
 CZ2039;SPC AZ C     -   203,555.915   241,156.219   MT  0.99990952   +0 09 39.6
 CZ2039;SPC AZ C     -   667,834.37    791,194.94   iFT  0.99990952   +0 09 39.6
 CZ2039;UTM  12      - 3,633,227.835   441,997.687   MT  0.99964148   -0 20 09.8
 CZ2039
 CZ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2039!SPC AZ C     -   0.99993397  x   0.99990952  =   0.99984350
 CZ2039!UTM  12      -   0.99993397  x   0.99964148  =   0.99957547
 CZ2039
 CZ2039|---------------------------------------------------------------------|
 CZ2039| PID    Reference Object                     Distance      Geod. Az  |
 CZ2039|                                                           dddmmss.s |
 CZ2039| CH4175 AM 47 RM E                            8.841 METERS 08909     |
 CZ2039| CH4176 AM 47 RM S                            8.828 METERS 17909     |
 CZ2039| CZ2043 FOUR                                APPROX. 1.7 KM 2164635.6 |
 CZ2039|---------------------------------------------------------------------|
 CZ2039
 CZ2039                          SUPERSEDED SURVEY CONTROL
 CZ2039
 CZ2039  NAD 83(1986)-  32 50 08.02345(N)    111 37 11.10953(W) AD(       ) 1
 CZ2039  NAD 27      -  32 50 07.81074(N)    111 37 08.65823(W) AD(       ) 1
 CZ2039  NGVD 29 (07/19/86)  450.11   (m)         1476.7    (f) LEVELING    3  
 CZ2039
 CZ2039.Superseded values are not recommended for survey control.
 CZ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2039.See file dsdata.txt to determine how the superseded data were derived.
 CZ2039
 CZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4199833228(NAD 83)
 CZ2039_MARKER: DD = SURVEY DISK
 CZ2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2039
 CZ2039  HISTORY     - Date     Condition        Report By
 CZ2039  HISTORY     - 1967     MONUMENTED       DMA
 CZ2039  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2039
 CZ2039                          STATION DESCRIPTION
 CZ2039
 CZ2039'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2039'T-7-S.  R-7-E.  IN SECTION 9 NEAR THE NORTHEAST CORNER.
 CZ2039'
 CZ2039'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2039'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2039'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2039'IS STAMPED--AM 47 1967 ARMY MAP SERVICE.
 CZ2039'
 CZ2039'THE STATION MARK IS LOCATED 99.0 FEET SOUTH OF THE CENTERLINE
 CZ2039'OF EAST-WEST ROAD.  119.0 FEET SOUTH OF THE CENTERLINE OF
 CZ2039'EAST-WEST IRRIGATION DITCH.  53.0 FEET WEST OF THE CENTERLINE
 CZ2039'OF NORTH-SOUTH IRRIGATION DITCH.  105.0 FEET WEST OF THE
 CZ2039'CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2039'
 CZ2039'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2039'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2039'PAVED ROAD EAST.  TURN LEFT AND GO EAST FOR 4.5 MILES TO ROAD
 CZ2039'SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD.  TURN
 CZ2039'LEFT AND GO EAST 1.0 MILE TO ROAD SOUTH AND THE STATION SITE.
 CZ2039
 CZ2039                          STATION RECOVERY (2006)
 CZ2039
 CZ2039'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2039'AT THE ADJUSTED COORDINATES PROBED INTO THE HARD PACK GROUND ABOUT 4
 CZ2039'INCHES, BUT DID NOT FIND THE STATION MARK. THE BROKEN REMAINS OF THE
 CZ2039'CONCRETE PETALS THAT FORMED A 25 FOOT CROSS AROUND THE STATION MARK
 CZ2039'WERE FOUND IN PILES OF DIRT EAST OF THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2036 ***********************************************************************
 CZ2036  DESIGNATION -  AM 48
 CZ2036  PID         -  CZ2036
 CZ2036  STATE/COUNTY-  AZ/PINAL
 CZ2036  USGS QUAD   -  ELOY NORTH (1992)
 CZ2036
 CZ2036                         *CURRENT SURVEY CONTROL
 CZ2036  ___________________________________________________________________
 CZ2036* NAD 83(1992)-  32 49 14.48767(N)    111 37 08.92786(W)     ADJUSTED  
 CZ2036* NAVD 88     -       453.82   (+/-2cm)    1488.9    (feet)  VERTCON   
 CZ2036  ___________________________________________________________________
 CZ2036  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CZ2036  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2036  HORZ ORDER  -  FIRST
 CZ2036  VERT ORDER  -  THIRD ? (See Below)
 CZ2036
 CZ2036.The horizontal coordinates were established by classical geodetic methods
 CZ2036.and adjusted by the National Geodetic Survey in August 1993.
 CZ2036
 CZ2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2036.The vertical order pertains to the NGVD 29 superseded value.
 CZ2036
 CZ2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2036
 CZ2036.The geoid height was determined by GEOID03.
 CZ2036
 CZ2036;                    North         East     Units Scale Factor Converg.
 CZ2036;SPC AZ C     -   201,906.854   241,217.575   MT  0.99990957   +0 09 40.5
 CZ2036;SPC AZ C     -   662,424.06    791,396.24   iFT  0.99990957   +0 09 40.5
 CZ2036;UTM  12      - 3,631,578.747   442,044.724   MT  0.99964141   -0 20 08.1
 CZ2036
 CZ2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2036!SPC AZ C     -   0.99993347  x   0.99990957  =   0.99984304
 CZ2036!UTM  12      -   0.99993347  x   0.99964141  =   0.99957490
 CZ2036
 CZ2036|---------------------------------------------------------------------|
 CZ2036| PID    Reference Object                     Distance      Geod. Az  |
 CZ2036|                                                           dddmmss.s |
 CZ2036| CH4177 AM 48 RM E                            8.837 METERS 08927     |
 CZ2036| CH4178 AM 48 RM S                            8.836 METERS 17921     |
 CZ2036| CZ2043 FOUR                                APPROX. 1.1 KM 2854509.2 |
 CZ2036|---------------------------------------------------------------------|
 CZ2036
 CZ2036                          SUPERSEDED SURVEY CONTROL
 CZ2036
 CZ2036  NAD 83(1986)-  32 49 14.48261(N)    111 37 08.92854(W) AD(       ) 1
 CZ2036  NAD 27      -  32 49 14.26825(N)    111 37 06.47896(W) AD(       ) 1
 CZ2036  NGVD 29 (07/19/86)  453.30   (m)         1487.2    (f) LEVELING    3  
 CZ2036
 CZ2036.Superseded values are not recommended for survey control.
 CZ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2036.See file dsdata.txt to determine how the superseded data were derived.
 CZ2036
 CZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4204531579(NAD 83)
 CZ2036_MARKER: DD = SURVEY DISK
 CZ2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2036+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2008
 CZ2036
 CZ2036  HISTORY     - Date     Condition        Report By
 CZ2036  HISTORY     - 1967     MONUMENTED       DMA
 CZ2036  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2036  HISTORY     - 20080218 GOOD             GEOCAC
 CZ2036
 CZ2036                          STATION DESCRIPTION
 CZ2036
 CZ2036'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2036'T-7-S.  R-7-E.  IN SECTION 15 NEAR THE NORTHWEST CORNER.
 CZ2036'
 CZ2036'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2036'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2036'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE
 CZ2036'GROUND.  THE MARK IS STAMPED--AM 48 1967 ARMY MAP SERVICE.
 CZ2036'
 CZ2036'THE STATION MARK IS LOCATED 93 FEET EAST OF THE NORTH-SOUTH
 CZ2036'POWER LINE.  121 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2036'ROAD.  189 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  217
 CZ2036'FEET SOUTH OF THE EAST-WEST POWER LINE.  98 FEET SOUTH OF THE
 CZ2036'CENTERLINE OF EAST-WEST LEVEE.
 CZ2036'
 CZ2036'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2036'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES TO
 CZ2036'CROSSROAD (TOLTEC HIGHWAY).  TURN LEFT AND GO NORTH FOR 2.0 MILES
 CZ2036'TO ROAD EAST AND THE STATION SITE.
 CZ2036
 CZ2036                          STATION RECOVERY (2006)
 CZ2036
 CZ2036'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2036'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 CZ2036'FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION MARK IS FLANKED ON 4
 CZ2036'SIDES BY 25 FOOT CONCRETE PETALS THAT FORM A CROSS. THE PETALS WERE
 CZ2036'BURIED UNDER 1 INCH OF SILT. DID NOT SEARCH FOR THE REFERENCE MARKS.
 CZ2036' 
 CZ2036'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND AZ HWY 287
 CZ2036'TAKE HWY 287 EAST FOR 5 MILES TO S. CURRY PEAK ROAD. TURN RIGHT SOUTH
 CZ2036'ON S. CURRY ROAD FOR 3 MILES TO N. ESTRELLA ROAD. CONTINUE SOUTH ON
 CZ2036'ESTRELLA ROAD FOR 1 MILE TO W. HANNA ROAD. TURN RIGHT WEST ON W. HANNA
 CZ2036'ROAD FOR 1 MILE TO N. TOLTEC ROAD AND THE STATION ON THE LEFT.
 CZ2036
 CZ2036                          STATION RECOVERY (2008)
 CZ2036
 CZ2036'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2037 ***********************************************************************
 CZ2037  DESIGNATION -  AM 49
 CZ2037  PID         -  CZ2037
 CZ2037  STATE/COUNTY-  AZ/PINAL
 CZ2037  USGS QUAD   -  ELOY NORTH (1992)
 CZ2037
 CZ2037                         *CURRENT SURVEY CONTROL
 CZ2037  ___________________________________________________________________
 CZ2037* NAD 83(1992)-  32 48 24.63998(N)    111 37 10.70348(W)     ADJUSTED  
 CZ2037* NAVD 88     -       457.64   (+/-2cm)    1501.4    (feet)  VERTCON   
 CZ2037  ___________________________________________________________________
 CZ2037  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 CZ2037  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2037  HORZ ORDER  -  FIRST
 CZ2037  VERT ORDER  -  THIRD ? (See Below)
 CZ2037
 CZ2037.The horizontal coordinates were established by classical geodetic methods
 CZ2037.and adjusted by the National Geodetic Survey in August 1993.
 CZ2037
 CZ2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2037.The vertical order pertains to the NGVD 29 superseded value.
 CZ2037
 CZ2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2037
 CZ2037.The geoid height was determined by GEOID03.
 CZ2037
 CZ2037;                    North         East     Units Scale Factor Converg.
 CZ2037;SPC AZ C     -   200,371.268   241,175.706   MT  0.99990954   +0 09 39.4
 CZ2037;SPC AZ C     -   657,386.05    791,258.88   iFT  0.99990954   +0 09 39.4
 CZ2037;UTM  12      - 3,630,043.992   441,989.558   MT  0.99964149   -0 20 08.6
 CZ2037
 CZ2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2037!SPC AZ C     -   0.99993287  x   0.99990954  =   0.99984242
 CZ2037!UTM  12      -   0.99993287  x   0.99964149  =   0.99957438
 CZ2037
 CZ2037|---------------------------------------------------------------------|
 CZ2037| PID    Reference Object                     Distance      Geod. Az  |
 CZ2037|                                                           dddmmss.s |
 CZ2037| CH4179 AM 49 RM E                            8.838 METERS 08924     |
 CZ2037| CH4180 AM 49 RM S                            8.843 METERS 17930     |
 CZ2037| CZ2043 FOUR                                APPROX. 2.1 KM 3305824.2 |
 CZ2037|---------------------------------------------------------------------|
 CZ2037
 CZ2037                          SUPERSEDED SURVEY CONTROL
 CZ2037
 CZ2037  NAD 83(1986)-  32 48 24.63489(N)    111 37 10.70404(W) AD(       ) 1
 CZ2037  NAD 27      -  32 48 24.41974(N)    111 37 08.25614(W) AD(       ) 1
 CZ2037  NGVD 29 (07/19/86)  457.11   (m)         1499.7    (f) LEVELING    3  
 CZ2037
 CZ2037.Superseded values are not recommended for survey control.
 CZ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2037.See file dsdata.txt to determine how the superseded data were derived.
 CZ2037
 CZ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4199030044(NAD 83)
 CZ2037_MARKER: DD = SURVEY DISK
 CZ2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2037+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2008
 CZ2037
 CZ2037  HISTORY     - Date     Condition        Report By
 CZ2037  HISTORY     - 1967     MONUMENTED       DMA
 CZ2037  HISTORY     - 20061201 GOOD             GEOCAC
 CZ2037  HISTORY     - 20080218 GOOD             GEOCAC
 CZ2037
 CZ2037                          STATION DESCRIPTION
 CZ2037
 CZ2037'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2037'T-7-S.  R-7-E.  IN SECTION 16 NEAR THE SOUTHEAST CORNER.
 CZ2037'
 CZ2037'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2037'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2037'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2037'IS STAMPED--AM 49 1967 ARMY MAP SERVICE.
 CZ2037'
 CZ2037'THE STATION MARK IS LOCATED 78 FEET NORTH OF EAST-WEST
 CZ2037'DITCH.  47 FEET NORTHEAST OF DITCH.  123 FEET WEST OF THE
 CZ2037'NORTH-SOUTH POWERLINE.  89 FEET WEST OF THE CENTERLINE OF
 CZ2037'NORTH-SOUTH ROAD.  95 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2037'BLADED ROAD.
 CZ2037'
 CZ2037'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2037'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES TO
 CZ2037'CROSSROAD (TOLTEC HIGHWAY).  TURN LEFT AND GO NORTH FOR 1.0
 CZ2037'MILE TO THE STATION SITE.
 CZ2037
 CZ2037                          STATION RECOVERY (2006)
 CZ2037
 CZ2037'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2037'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 CZ2037'FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION MARK IS LOCATED ON
 CZ2037'THE SOUTH EDGE OF A RECENTLY DUG CANAL. THE BROKEN REMAINS OF THE
 CZ2037'CONCRETE PETALS THAT FORMED A 25 FOOT CROSS AROUND THE STATION MARK
 CZ2037'WERE FOUND IN A PILE SOUTH OF THE STATION MARK. SINCE THE REFERENCE
 CZ2037'MARKS WERE PART OF THE EAST AND SOUTH PETALS, THEY HAVE BEEN
 CZ2037'DESTROYED.
 CZ2037' 
 CZ2037'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND TOLTEC ROAD
 CZ2037'TAKE N. TOLTEC ROAD NORTH FOR 2 MILES TO THE STATION ON THE LEFT.
 CZ2037
 CZ2037                          STATION RECOVERY (2008)
 CZ2037
 CZ2037'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1035 ***********************************************************************
 CZ1035  DESIGNATION -  AM 50
 CZ1035  PID         -  CZ1035
 CZ1035  STATE/COUNTY-  AZ/PINAL
 CZ1035  USGS QUAD   -  ELOY NORTH (1992)
 CZ1035
 CZ1035                         *CURRENT SURVEY CONTROL
 CZ1035  ___________________________________________________________________
 CZ1035* NAD 83(1992)-  32 47 29.32547(N)    111 37 06.97054(W)     ADJUSTED  
 CZ1035* NAVD 88     -       459.682  (meters)    1508.14   (feet)  ADJUSTED  
 CZ1035  ___________________________________________________________________
 CZ1035  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ1035  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1035  DYNAMIC HT  -         459.110 (meters)    1506.26  (feet)  COMP
 CZ1035  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 CZ1035
 CZ1035  HORZ ORDER  -  FIRST
 CZ1035  VERT ORDER  -  FIRST     CLASS II
 CZ1035
 CZ1035.The horizontal coordinates were established by classical geodetic methods
 CZ1035.and adjusted by the National Geodetic Survey in August 1993.
 CZ1035
 CZ1035.The orthometric height was determined by differential leveling
 CZ1035.and adjusted in November 1993.
 CZ1035
 CZ1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1035
 CZ1035.The geoid height was determined by GEOID03.
 CZ1035
 CZ1035.The dynamic height is computed by dividing the NAVD 88
 CZ1035.geopotential number by the normal gravity value computed on the
 CZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1035.degrees latitude (g = 980.6199 gals.).
 CZ1035
 CZ1035.The modeled gravity was interpolated from observed gravity values.
 CZ1035
 CZ1035;                    North         East     Units Scale Factor Converg.
 CZ1035;SPC AZ C     -   198,667.694   241,277.613   MT  0.99990961   +0 09 41.1
 CZ1035;SPC AZ C     -   651,796.90    791,593.22   iFT  0.99990961   +0 09 41.1
 CZ1035;UTM  12      - 3,628,340.056   442,076.674   MT  0.99964137   -0 20 06.1
 CZ1035
 CZ1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1035!SPC AZ C     -   0.99993255  x   0.99990961  =   0.99984217
 CZ1035!UTM  12      -   0.99993255  x   0.99964137  =   0.99957395
 CZ1035
 CZ1035|---------------------------------------------------------------------|
 CZ1035| PID    Reference Object                     Distance      Geod. Az  |
 CZ1035|                                                           dddmmss.s |
 CZ1035| CH4181 AM 50 RM E                            8.837 METERS 08938     |
 CZ1035| CH4182 AM 50 RM S                            8.837 METERS 17939     |
 CZ1035| CZ2047 CASA GRANDE 2                       APPROX. 9.4 KM 2893614.6 |
 CZ1035|---------------------------------------------------------------------|
 CZ1035
 CZ1035                          SUPERSEDED SURVEY CONTROL
 CZ1035
 CZ1035  NAD 83(1986)-  32 47 29.32038(N)    111 37 06.97098(W) AD(       ) 1
 CZ1035  NAD 27      -  32 47 29.10377(N)    111 37 04.52397(W) AD(       ) 1
 CZ1035  NAVD 88 (06/15/91)  459.803  (m)         1508.54   (f) UNKNOWN     1 2
 CZ1035  NGVD 29 (??/??/92)  459.652  (m)         1508.04   (f) ADJ UNCH    1 2
 CZ1035
 CZ1035.Superseded values are not recommended for survey control.
 CZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1035.See file dsdata.txt to determine how the superseded data were derived.
 CZ1035
 CZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4207728340(NAD 83)
 CZ1035_MARKER: DD = SURVEY DISK
 CZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1035_SP_SET: CONCRETE POST
 CZ1035_STAMPING: AM 50 1967 ARMY MAP SERVICE
 CZ1035_MARK LOGO: USE   
 CZ1035_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1035+STABILITY: SURFACE MOTION
 CZ1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1035+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 CZ1035
 CZ1035  HISTORY     - Date     Condition        Report By
 CZ1035  HISTORY     - 1967     MONUMENTED       DMA
 CZ1035  HISTORY     - 1967     GOOD             NGS
 CZ1035  HISTORY     - 1980     GOOD             NGS
 CZ1035  HISTORY     - 1980     GOOD             NGS
 CZ1035  HISTORY     - 1984     GOOD             NGS
 CZ1035  HISTORY     - 19911205 GOOD             NGS
 CZ1035  HISTORY     - 19980719 GOOD             NGS
 CZ1035  HISTORY     - 20010506 GOOD             NGS
 CZ1035  HISTORY     - 20031201 GOOD             NGS
 CZ1035  HISTORY     - 20061201 GOOD             GEOCAC
 CZ1035
 CZ1035                          STATION DESCRIPTION
 CZ1035
 CZ1035'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1035'T-7-S.  R-7-E.  IN SECTION 27 NEAR THE NORTHWEST CORNER.
 CZ1035'
 CZ1035'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1035'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1035'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1035'IS STAMPED--AM 50 1967 ARMY MAP SERVICE.
 CZ1035'
 CZ1035'THE STATION MARK IS LOCATED 97 FEET SOUTHWEST OF THE CENTERLINE
 CZ1035'OF NORTHWEST-SOUTHEAST HIGHWAY.  138 FEET NORTHEAST OF THE
 CZ1035'NORTHEAST RAIL OF THE MAIN TRACKS.  91 FEET NORTHEAST OF A
 CZ1035'POWERLINE.  277 FEET EAST OF THE INTERSECTING CENTERLINES OF THE
 CZ1035'NORTH-SOUTH ROAD AND NORTHWEST-SOUTHEAST MAIN TRACK.
 CZ1035'
 CZ1035'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1035'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES (TOLTEC)
 CZ1035'TO CROSSROAD AND THE STATION SITE.
 CZ1035
 CZ1035                          STATION RECOVERY (1967)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1035'4.6 MI NW FROM ELOY.
 CZ1035'ABOUT 4.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1035'STATION AT ELOY, IN S 27, T 7 S, R 7 E, 9 1/2 POLES SOUTHEAST OF THE
 CZ1035'STATION SIGN AT TOLTEC, 9 1/2 POLES NORTHWEST OF MILEPOST NUMBER 929,
 CZ1035'122 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 CZ1035'TRACKS, 93 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 84, 176
 CZ1035'FEET NORTHEAST OF THE EAST CORNER OF RAILROAD BRIDGE NUMBER 928.65,
 CZ1035'162 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 CZ1035'A CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF
 CZ1035'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CZ1035
 CZ1035                          STATION RECOVERY (1980)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1035'THE MARK IS 1 M BELOW THE HIGHWAY.
 CZ1035'15.8 KILOMETERS (9.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1035'RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
 CZ1035'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND TOLTEC ROAD, SET IN
 CZ1035'A CONCRETE POST AT THE CENTER OF 4 CONCRETE SLABS WHICH MAKE A CROSS
 CZ1035'FOR TOPOGRAPHIC CONTROL, 37 METERS (122 FEET) NORTHEAST OF THE
 CZ1035'NORTHEAST RAIL OF THE NORTHEAST TRACKS, 49.1 METERS (162 FEET) SOUTH
 CZ1035'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT
 CZ1035'UNDER THE HIGHWAY AND 28.2 METERS (93 FEET) SOUTHWEST OF THE
 CZ1035'CENTERLINE OF THE HIGHWAY.
 CZ1035
 CZ1035                          STATION RECOVERY (1980)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1035'THE MARK IS 1 M BELOW THE HIGHWAY.
 CZ1035'15.8 KILOMETERS (9.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1035'RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
 CZ1035'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND TOLTEC ROAD, SET IN
 CZ1035'A CONCRETE POST AT THE CENTER OF 4 CONCRETE SLABS WHICH MAKE A CROSS
 CZ1035'FOR TOPOGRAPHIC CONTROL, 37 METERS (122 FEET) NORTHEAST OF THE
 CZ1035'NORTHEAST RAIL OF THE NORTHEAST TRACKS, 49.1 METERS (162 FEET) SOUTH
 CZ1035'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT
 CZ1035'UNDER THE HIGHWAY AND 28.2 METERS (93 FEET) SOUTHWEST OF THE
 CZ1035'CENTERLINE OF THE HIGHWAY.
 CZ1035
 CZ1035                          STATION RECOVERY (1984)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1035'RECOVERED IN GOOD CONDITION.
 CZ1035
 CZ1035                          STATION RECOVERY (1991)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1035'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1035'ELOY, THENCE 7.4 KM (4.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1035'NEAR THE CENTER OF 4 CONCRETE SLABS THAT FORM A CROSS FOR TOPOGRAPHIC
 CZ1035'CONTROL, 37.0 M (121.4 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN
 CZ1035'PACIFIC RAILROAD, 28.2 M (92.5 FT) SOUTHWEST OF THE HIGHWAY
 CZ1035'CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 CZ1035'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 CZ1035
 CZ1035                          STATION RECOVERY (1998)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 CZ1035'AREA IS NOW PART OF ELOY, AZ.  RAILROAD IS NOW PART OF UNION PACIFIC
 CZ1035'SYSTEM.  AZ RTE 84 IS ALSO FRONTIER STREET.  THIS IS GRAVITY BASE
 CZ1035'STATION 'TOLTEC B.'
 CZ1035
 CZ1035                          STATION RECOVERY (2001)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CZ1035'RECOVERED IN GOOD CONDITION.
 CZ1035
 CZ1035                          STATION RECOVERY (2003)
 CZ1035
 CZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1035'RECOVERED IN GOOD CONDITION.
 CZ1035
 CZ1035                          STATION RECOVERY (2006)
 CZ1035
 CZ1035'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ1035'RECOVERED STATION MARK, REFERENCE MARK E, AND REFERENCE MARK S IN GOOD
 CZ1035'CONDITION AS DESCRIBED.
 CZ1035' 
 CZ1035'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND TOLTEC ROAD
 CZ1035'TAKE N. TOLTEC ROAD NORTH FOR 1 MILE TO AZ HWY 84. TURN RIGHT ON AZ
 CZ1035'HWY 84 AND THE STATION IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1577 ***********************************************************************
 CZ1577  DESIGNATION -  AM 51
 CZ1577  PID         -  CZ1577
 CZ1577  STATE/COUNTY-  AZ/PINAL
 CZ1577  USGS QUAD   -  ELOY NORTH (1992)
 CZ1577
 CZ1577                         *CURRENT SURVEY CONTROL
 CZ1577  ___________________________________________________________________
 CZ1577* NAD 83(1992)-  32 46 38.56128(N)    111 37 07.73311(W)     ADJUSTED  
 CZ1577* NAVD 88     -       462.70   (+/-2cm)    1518.0    (feet)  VERTCON   
 CZ1577  ___________________________________________________________________
 CZ1577  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ1577  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1577  HORZ ORDER  -  FIRST
 CZ1577  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1577
 CZ1577.The horizontal coordinates were established by classical geodetic methods
 CZ1577.and adjusted by the National Geodetic Survey in August 1993.
 CZ1577
 CZ1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1577.The vertical order pertains to the NGVD 29 superseded value.
 CZ1577
 CZ1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1577
 CZ1577.The geoid height was determined by GEOID03.
 CZ1577
 CZ1577;                    North         East     Units Scale Factor Converg.
 CZ1577;SPC AZ C     -   197,103.958   241,262.174   MT  0.99990960   +0 09 40.5
 CZ1577;SPC AZ C     -   646,666.53    791,542.57   iFT  0.99990960   +0 09 40.5
 CZ1577;UTM  12      - 3,626,776.932   442,047.697   MT  0.99964141   -0 20 06.1
 CZ1577
 CZ1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1577!SPC AZ C     -   0.99993208  x   0.99990960  =   0.99984169
 CZ1577!UTM  12      -   0.99993208  x   0.99964141  =   0.99957352
 CZ1577
 CZ1577|---------------------------------------------------------------------|
 CZ1577| PID    Reference Object                     Distance      Geod. Az  |
 CZ1577|                                                           dddmmss.s |
 CZ1577| CH4183 AM 51 RM E                            8.843 METERS 08933     |
 CZ1577| CH4184 AM 51 RM S                            8.832 METERS 17935     |
 CZ1577| CZ2052 WAN AZ MK                           APPROX. 1.1 KM 2705907.5 |
 CZ1577|---------------------------------------------------------------------|
 CZ1577
 CZ1577                          SUPERSEDED SURVEY CONTROL
 CZ1577
 CZ1577  NAD 83(1986)-  32 46 38.55619(N)    111 37 07.73344(W) AD(       ) 1
 CZ1577  NAD 27      -  32 46 38.33833(N)    111 37 05.28775(W) AD(       ) 1
 CZ1577  NGVD 29 (??/??/92)  462.156  (m)         1516.26   (f) ADJ UNCH    1 2
 CZ1577
 CZ1577.Superseded values are not recommended for survey control.
 CZ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1577.See file dsdata.txt to determine how the superseded data were derived.
 CZ1577
 CZ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4204826777(NAD 83)
 CZ1577_MARKER: DD = SURVEY DISK
 CZ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1577_STAMPING: ARMY MAP SERVICE AM 51
 CZ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1577+STABILITY: SURFACE MOTION
 CZ1577
 CZ1577  HISTORY     - Date     Condition        Report By
 CZ1577  HISTORY     - 1967     MONUMENTED       DMA
 CZ1577  HISTORY     - 1975     GOOD             AZDT
 CZ1577  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ1577
 CZ1577                          STATION DESCRIPTION
 CZ1577
 CZ1577'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ1577'T-7-S.  R-7-E.  IN SECTION 34 NEAR THE NORTHWEST CORNER.
 CZ1577'
 CZ1577'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1577'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1577'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1577'IS STAMPED--AM 51 1967 ARMY MAP SERVICE.
 CZ1577'
 CZ1577'THE STATION MARK IS LOCATED AT THE TOLTEC HIGHWAY EXIT OF
 CZ1577'INTERSTATE 10.  184.0 FEET EAST OF THE CENTERLINE OF TOLTEC
 CZ1577'HIGHWAY.  114.0 FEET NORTHEAST OF THE CENTERLINE OF THE WEST
 CZ1577'BOUND LANE OF INTERSTATE 10.
 CZ1577'
 CZ1577'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1577'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ1577'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 1.0
 CZ1577'MILE TO JUNCTION OF HOUSER ROAD, INTERSTATE 10, AND TOLTEC HIGHWAY
 CZ1577'AND THE STATION SITE.
 CZ1577
 CZ1577                          STATION RECOVERY (1975)
 CZ1577
 CZ1577'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1577'6.95 MI NW FROM ELOY.
 CZ1577'FROM THE TOLTEC ROAD OVERPASS ACROSS I-10, EAST ON THE INTERSTATE FOR
 CZ1577'200 FT. AND TO THE STATION ON THE LEFT.  200 FT. EAST OF TOLTEC ROAD
 CZ1577'OVERPASS.  125 FT. NORTH OF THE WEST BOUND LANE OVERPASS.  AN ARMY MAP
 CZ1577'SERVICE BRASS CAP, SET IN A 10 IN. CONCRETE POST, UP 0.1 FT., AND
 CZ1577'SUROUNDED BY A 10 IN. CONCRETE MONUMENT.  FLANKED ON 4 SIDES BY 25 FT.
 CZ1577'CONCRETE PETALS.
 CZ1577
 CZ1577                          STATION RECOVERY (2006)
 CZ1577
 CZ1577'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ1577'AT THE ADJUSTED COORDINATES PROBED INTO THE HARD PACK GROUND ABOUT 4
 CZ1577'INCHES, BUT DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE
 CZ1577'OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE
 CZ1577'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2040 ***********************************************************************
 CZ2040  DESIGNATION -  AM 52
 CZ2040  PID         -  CZ2040
 CZ2040  STATE/COUNTY-  AZ/PINAL
 CZ2040  USGS QUAD   -  ELOY NORTH (1992)
 CZ2040
 CZ2040                         *CURRENT SURVEY CONTROL
 CZ2040  ___________________________________________________________________
 CZ2040* NAD 83(1992)-  32 45 47.90007(N)    111 37 13.54699(W)     ADJUSTED  
 CZ2040* NAVD 88     -       465.88   (+/-2cm)    1528.5    (feet)  VERTCON   
 CZ2040  ___________________________________________________________________
 CZ2040  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CZ2040  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2040  HORZ ORDER  -  FIRST
 CZ2040  VERT ORDER  -  THIRD ? (See Below)
 CZ2040
 CZ2040.The horizontal coordinates were established by classical geodetic methods
 CZ2040.and adjusted by the National Geodetic Survey in August 1993.
 CZ2040
 CZ2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2040.The vertical order pertains to the NGVD 29 superseded value.
 CZ2040
 CZ2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2040
 CZ2040.The geoid height was determined by GEOID03.
 CZ2040
 CZ2040;                    North         East     Units Scale Factor Converg.
 CZ2040;SPC AZ C     -   195,543.028   241,115.254   MT  0.99990950   +0 09 37.1
 CZ2040;SPC AZ C     -   641,545.37    791,060.54   iFT  0.99990950   +0 09 37.1
 CZ2040;UTM  12      - 3,625,217.751   441,887.308   MT  0.99964164   -0 20 08.8
 CZ2040
 CZ2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2040!SPC AZ C     -   0.99993159  x   0.99990950  =   0.99984109
 CZ2040!UTM  12      -   0.99993159  x   0.99964164  =   0.99957325
 CZ2040
 CZ2040:                Primary Azimuth Mark                     Grid Az
 CZ2040:SPC AZ C     -  AN 52                                    088 19 13.3
 CZ2040:UTM  12      -  AN 52                                    088 48 59.2
 CZ2040
 CZ2040|---------------------------------------------------------------------|
 CZ2040| PID    Reference Object                     Distance      Geod. Az  |
 CZ2040|                                                           dddmmss.s |
 CZ2040| CZ1583 AN 52                               APPROX. 1.7 KM 0882850.4 |
 CZ2040| CH4185 AM 52 RM E                            8.831 METERS 08939     |
 CZ2040| CH4186 AM 52 RM S                            8.830 METERS 17939     |
 CZ2040|---------------------------------------------------------------------|
 CZ2040
 CZ2040                          SUPERSEDED SURVEY CONTROL
 CZ2040
 CZ2040  NAD 83(1986)-  32 45 47.89497(N)    111 37 13.54721(W) AD(       ) 1
 CZ2040  NAD 27      -  32 45 47.67637(N)    111 37 11.10221(W) AD(       ) 1
 CZ2040  NGVD 29 (07/19/86)  465.33   (m)         1526.7    (f) LEVELING    3  
 CZ2040
 CZ2040.Superseded values are not recommended for survey control.
 CZ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2040.See file dsdata.txt to determine how the superseded data were derived.
 CZ2040
 CZ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4188725218(NAD 83)
 CZ2040_MARKER: DD = SURVEY DISK
 CZ2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2040
 CZ2040  HISTORY     - Date     Condition        Report By
 CZ2040  HISTORY     - 1966     MONUMENTED       DMA
 CZ2040  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2040
 CZ2040                          STATION DESCRIPTION
 CZ2040
 CZ2040'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2040'T-7-S.  R-7-E.  IN SECTION 33 NEAR THE SOUTHEAST CORNER.
 CZ2040'
 CZ2040'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2040'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2040'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2040'STAMPED--AM 52 1966 ARMY MAP SERVICE.
 CZ2040'
 CZ2040'THE STATION MARK IS LOCATED 55.0 FEET WEST OF THE CENTERLINE OF
 CZ2040'NORTH-SOUTH IRRIGATION DITCH.  247.0 FEET WEST OF THE CENTERLINE
 CZ2040'OF NORTH-SOUTH ROAD.  139.0 FEET NORTH OF THE CENTERLINE OF
 CZ2040'EAST-WEST ROAD.  108.0 FEET NORTH OF THE EAST-WEST POWERLINE.
 CZ2040'
 CZ2040'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2040'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2040'(TOLTEC).  TURN RIGHT AND GO SOUTH FOR 2.0 MILES ON TOLTEC
 CZ2040'HIGHWAY TO CROSSROAD AND THE STATION SITE.
 CZ2040
 CZ2040                          STATION RECOVERY (2006)
 CZ2040
 CZ2040'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2040'AT THE ADJUSTED COORDINATES PROBED INTO THE HARD PACK GROUND ABOUT 4
 CZ2040'INCHES, BUT DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE
 CZ2040'OF THE 25 FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE
 CZ2040'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2144 ***********************************************************************
 CZ2144  DESIGNATION -  AM 53
 CZ2144  PID         -  CZ2144
 CZ2144  STATE/COUNTY-  AZ/PINAL
 CZ2144  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2144
 CZ2144                         *CURRENT SURVEY CONTROL
 CZ2144  ___________________________________________________________________
 CZ2144* NAD 83(1992)-  32 44 53.88613(N)    111 37 10.64830(W)     ADJUSTED  
 CZ2144* NAVD 88     -       468.37   (+/-2cm)    1536.6    (feet)  VERTCON   
 CZ2144  ___________________________________________________________________
 CZ2144  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2144  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2144  HORZ ORDER  -  FIRST
 CZ2144  VERT ORDER  -  THIRD ? (See Below)
 CZ2144
 CZ2144.The horizontal coordinates were established by classical geodetic methods
 CZ2144.and adjusted by the National Geodetic Survey in August 1993.
 CZ2144
 CZ2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2144.The vertical order pertains to the NGVD 29 superseded value.
 CZ2144
 CZ2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2144
 CZ2144.The geoid height was determined by GEOID03.
 CZ2144
 CZ2144;                    North         East     Units Scale Factor Converg.
 CZ2144;SPC AZ C     -   193,879.466   241,195.362   MT  0.99990955   +0 09 38.5
 CZ2144;SPC AZ C     -   636,087.49    791,323.37   iFT  0.99990955   +0 09 38.5
 CZ2144;UTM  12      - 3,623,554.003   441,952.995   MT  0.99964155   -0 20 06.7
 CZ2144
 CZ2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2144!SPC AZ C     -   0.99993120  x   0.99990955  =   0.99984076
 CZ2144!UTM  12      -   0.99993120  x   0.99964155  =   0.99957277
 CZ2144
 CZ2144|---------------------------------------------------------------------|
 CZ2144| PID    Reference Object                     Distance      Geod. Az  |
 CZ2144|                                                           dddmmss.s |
 CZ2144| CH4187 AM 53 RM E                            8.828 METERS 08913     |
 CZ2144| CH4188 AM 53 RM S                            8.825 METERS 17918     |
 CZ2144| CZ2159 AL 53                               APPROX. 1.7 KM 2725215.5 |
 CZ2144|---------------------------------------------------------------------|
 CZ2144
 CZ2144                          SUPERSEDED SURVEY CONTROL
 CZ2144
 CZ2144  NAD 83(1986)-  32 44 53.88103(N)    111 37 10.64840(W) AD(       ) 1
 CZ2144  NAD 27      -  32 44 53.66105(N)    111 37 08.20480(W) AD(       ) 1
 CZ2144  NGVD 29 (07/19/86)  467.81   (m)         1534.8    (f) LEVELING    3  
 CZ2144
 CZ2144.Superseded values are not recommended for survey control.
 CZ2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2144.See file dsdata.txt to determine how the superseded data were derived.
 CZ2144
 CZ2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4195323554(NAD 83)
 CZ2144_MARKER: DD = SURVEY DISK
 CZ2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2144
 CZ2144  HISTORY     - Date     Condition        Report By
 CZ2144  HISTORY     - 1966     MONUMENTED       DMA
 CZ2144  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2144
 CZ2144                          STATION DESCRIPTION
 CZ2144
 CZ2144'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2144'T-8-S.  R-7-E.  IN SECTION 10 NEAR THE NORTHWEST CORNER.
 CZ2144'
 CZ2144'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2144'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2144'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2144'IS STAMPED--AM 53 1966 ARMY MAP SERVICE.
 CZ2144'
 CZ2144'THE STATION MARK IS LOCATED 47.0 FEET SOUTH OF EAST-WEST
 CZ2144'POWERLINE.  87.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2144'ROAD.  54.0 FEET EAST OF THE NORTH-SOUTH POWERLINE.  92.0 FEET
 CZ2144'EAST OF THE CENTERLINE OF NORTH-SOUTH HIGHWAY.
 CZ2144'
 CZ2144'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2144'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2144'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 3.0
 CZ2144'MILES TO ALSDORF ROAD AND THE STATION SITE.
 CZ2144
 CZ2144                          STATION RECOVERY (2006)
 CZ2144
 CZ2144'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2144'AT THE ADJUSTED COORDINATES PROBED INTO THE GROUND ABOUT 1 FOOT, BUT
 CZ2144'DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE OF THE 25
 CZ2144'FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2145 ***********************************************************************
 CZ2145  DESIGNATION -  AM 54
 CZ2145  PID         -  CZ2145
 CZ2145  STATE/COUNTY-  AZ/PINAL
 CZ2145  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2145
 CZ2145                         *CURRENT SURVEY CONTROL
 CZ2145  ___________________________________________________________________
 CZ2145* NAD 83(1992)-  32 44 01.95779(N)    111 37 11.34949(W)     ADJUSTED  
 CZ2145* NAVD 88     -       470.81   (+/-2cm)    1544.6    (feet)  VERTCON   
 CZ2145  ___________________________________________________________________
 CZ2145  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ2145  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2145  HORZ ORDER  -  FIRST
 CZ2145  VERT ORDER  -  THIRD ? (See Below)
 CZ2145
 CZ2145.The horizontal coordinates were established by classical geodetic methods
 CZ2145.and adjusted by the National Geodetic Survey in August 1993.
 CZ2145
 CZ2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2145.The vertical order pertains to the NGVD 29 superseded value.
 CZ2145
 CZ2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2145
 CZ2145.The geoid height was determined by GEOID03.
 CZ2145
 CZ2145;                    North         East     Units Scale Factor Converg.
 CZ2145;SPC AZ C     -   192,279.886   241,181.592   MT  0.99990954   +0 09 37.9
 CZ2145;SPC AZ C     -   630,839.52    791,278.19   iFT  0.99990954   +0 09 37.9
 CZ2145;UTM  12      - 3,621,955.032   441,925.391   MT  0.99964159   -0 20 06.6
 CZ2145
 CZ2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2145!SPC AZ C     -   0.99993082  x   0.99990954  =   0.99984037
 CZ2145!UTM  12      -   0.99993082  x   0.99964159  =   0.99957243
 CZ2145
 CZ2145|---------------------------------------------------------------------|
 CZ2145| PID    Reference Object                     Distance      Geod. Az  |
 CZ2145|                                                           dddmmss.s |
 CZ2145| CH4189 AM 54 RM E                            8.830 METERS 08830     |
 CZ2145| CZ2150 AN 54 RESET                         APPROX. 1.6 KM 0902815.8 |
 CZ2145| CH4190 AM 54 RM S                            8.832 METERS 17906     |
 CZ2145|---------------------------------------------------------------------|
 CZ2145
 CZ2145                          SUPERSEDED SURVEY CONTROL
 CZ2145
 CZ2145  NAD 83(1986)-  32 44 01.95269(N)    111 37 11.34947(W) AD(       ) 1
 CZ2145  NAD 27      -  32 44 01.73130(N)    111 37 08.90713(W) AD(       ) 1
 CZ2145  NGVD 29 (07/19/86)  470.25   (m)         1542.8    (f) LEVELING    3  
 CZ2145
 CZ2145.Superseded values are not recommended for survey control.
 CZ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2145.See file dsdata.txt to determine how the superseded data were derived.
 CZ2145
 CZ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4192521955(NAD 83)
 CZ2145_MARKER: DD = SURVEY DISK
 CZ2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2145
 CZ2145  HISTORY     - Date     Condition        Report By
 CZ2145  HISTORY     - 1966     MONUMENTED       DMA
 CZ2145  HISTORY     - 1968     POOR             DMA
 CZ2145  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2145
 CZ2145                          STATION DESCRIPTION
 CZ2145
 CZ2145'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2145'T-8-S.  R-7-E.  IN SECTION 15 NEAR THE NORTHWEST CORNER.
 CZ2145'
 CZ2145'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2145'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2145'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2145'IS STAMPED--AM 54 1966 ARMY MAP SERVICE.
 CZ2145'
 CZ2145'THE STATION MARK IS LOCATED 59.0 FEET SOUTH OF EAST-WEST
 CZ2145'POWERLINE.  93.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2145'ROAD.  61.0 FEET EAST OF NORTH-SOUTH POWERLINE.  98.0 FEET EAST
 CZ2145'OF THE CENTERLINE OF NORTH-SOUTH ROAD.  38.0 FEET EAST OF THE
 CZ2145'CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2145'
 CZ2145'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2145'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2145'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 4.0 MILES
 CZ2145'TO MILLIGAN ROAD AND THE STATION SITE.
 CZ2145
 CZ2145                          STATION RECOVERY (1968)
 CZ2145
 CZ2145'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2145'FOUND DISTURBED.
 CZ2145
 CZ2145                          STATION RECOVERY (2006)
 CZ2145
 CZ2145'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2145'AT THE ADJUSTED COORDINATES PROBED INTO THE GROUND ABOUT 1 FOOT, BUT
 CZ2145'DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE OF THE 25
 CZ2145'FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2146 ***********************************************************************
 CZ2146  DESIGNATION -  AM 55
 CZ2146  PID         -  CZ2146
 CZ2146  STATE/COUNTY-  AZ/PINAL
 CZ2146  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2146
 CZ2146                         *CURRENT SURVEY CONTROL
 CZ2146  ___________________________________________________________________
 CZ2146* NAD 83(1992)-  32 43 11.07743(N)    111 37 11.77694(W)     ADJUSTED  
 CZ2146* NAVD 88     -       473.34   (+/-2cm)    1552.9    (feet)  VERTCON   
 CZ2146  ___________________________________________________________________
 CZ2146  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2146  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2146  HORZ ORDER  -  FIRST
 CZ2146  VERT ORDER  -  THIRD ? (See Below)
 CZ2146
 CZ2146.The horizontal coordinates were established by classical geodetic methods
 CZ2146.and adjusted by the National Geodetic Survey in August 1993.
 CZ2146
 CZ2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2146.The vertical order pertains to the NGVD 29 superseded value.
 CZ2146
 CZ2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2146
 CZ2146.The geoid height was determined by GEOID03.
 CZ2146
 CZ2146;                    North         East     Units Scale Factor Converg.
 CZ2146;SPC AZ C     -   190,712.611   241,174.852   MT  0.99990954   +0 09 37.4
 CZ2146;SPC AZ C     -   625,697.54    791,256.08   iFT  0.99990954   +0 09 37.4
 CZ2146;UTM  12      - 3,620,388.293   441,905.101   MT  0.99964162   -0 20 06.4
 CZ2146
 CZ2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2146!SPC AZ C     -   0.99993042  x   0.99990954  =   0.99983997
 CZ2146!UTM  12      -   0.99993042  x   0.99964162  =   0.99957207
 CZ2146
 CZ2146|---------------------------------------------------------------------|
 CZ2146| PID    Reference Object                     Distance      Geod. Az  |
 CZ2146|                                                           dddmmss.s |
 CZ2146| CH4191 AM 55 RM E                            8.838 METERS 08919     |
 CZ2146| CZ2138 AN 55                               APPROX. 1.6 KM 0915824.4 |
 CZ2146| CH4192 AM 55 RM S                            8.836 METERS 17918     |
 CZ2146|---------------------------------------------------------------------|
 CZ2146
 CZ2146                          SUPERSEDED SURVEY CONTROL
 CZ2146
 CZ2146  NAD 83(1986)-  32 43 11.07234(N)    111 37 11.77682(W) AD(       ) 1
 CZ2146  NAD 27      -  32 43 10.84949(N)    111 37 09.33554(W) AD(       ) 1
 CZ2146  NGVD 29 (07/19/86)  472.78   (m)         1551.1    (f) LEVELING    3  
 CZ2146
 CZ2146.Superseded values are not recommended for survey control.
 CZ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2146.See file dsdata.txt to determine how the superseded data were derived.
 CZ2146
 CZ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4190520388(NAD 83)
 CZ2146_MARKER: DD = SURVEY DISK
 CZ2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2146
 CZ2146  HISTORY     - Date     Condition        Report By
 CZ2146  HISTORY     - 1966     MONUMENTED       DMA
 CZ2146  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2146
 CZ2146                          STATION DESCRIPTION
 CZ2146
 CZ2146'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2146'T-8-S.  R-7-E.  IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2146'
 CZ2146'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2146'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2146'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2146'STAMPED--AM 55 1966 ARMY MAP SERVICE.
 CZ2146'
 CZ2146'THE STATION MARK IS LOCATED 89 FEET NORTH OF THE CENTERLINE
 CZ2146'OF EAST-WEST ROAD.  119 FEET NORTH OF THE EAST-WEST
 CZ2146'POWERLINE.  51 FEET EAST OF NORTH-SOUTH POWERLINE.  88 FEET
 CZ2146'EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2146'
 CZ2146'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2146'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2146'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 5.0 MILES
 CZ2146'TO PHILLIPS ROAD AND THE STATION SITE.
 CZ2146
 CZ2146                          STATION RECOVERY (2006)
 CZ2146
 CZ2146'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2146'AT THE ADJUSTED COORDINATES PROBED INTO THE GROUND ABOUT 1 FOOT, BUT
 CZ2146'DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE OF THE 25
 CZ2146'FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2148 ***********************************************************************
 CZ2148  DESIGNATION -  AM 56
 CZ2148  PID         -  CZ2148
 CZ2148  STATE/COUNTY-  AZ/PINAL
 CZ2148  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2148
 CZ2148                         *CURRENT SURVEY CONTROL
 CZ2148  ___________________________________________________________________
 CZ2148* NAD 83(1992)-  32 42 16.59398(N)    111 37 14.14716(W)     ADJUSTED  
 CZ2148* NAVD 88     -       476.50   (+/-2cm)    1563.3    (feet)  VERTCON   
 CZ2148  ___________________________________________________________________
 CZ2148  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CZ2148  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2148  HORZ ORDER  -  FIRST
 CZ2148  VERT ORDER  -  THIRD ? (See Below)
 CZ2148
 CZ2148.The horizontal coordinates were established by classical geodetic methods
 CZ2148.and adjusted by the National Geodetic Survey in August 1993.
 CZ2148
 CZ2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2148.The vertical order pertains to the NGVD 29 superseded value.
 CZ2148
 CZ2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2148
 CZ2148.The geoid height was determined by GEOID03.
 CZ2148
 CZ2148;                    North         East     Units Scale Factor Converg.
 CZ2148;SPC AZ C     -   189,034.213   241,117.821   MT  0.99990950   +0 09 35.9
 CZ2148;SPC AZ C     -   620,190.99    791,068.97   iFT  0.99990950   +0 09 35.9
 CZ2148;UTM  12      - 3,618,710.901   441,833.580   MT  0.99964172   -0 20 07.2
 CZ2148
 CZ2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2148!SPC AZ C     -   0.99992993  x   0.99990950  =   0.99983944
 CZ2148!UTM  12      -   0.99992993  x   0.99964172  =   0.99957167
 CZ2148
 CZ2148:                Primary Azimuth Mark                     Grid Az
 CZ2148:SPC AZ C     -  AN 56                                    087 00 54.3
 CZ2148:UTM  12      -  AN 56                                    087 30 37.4
 CZ2148
 CZ2148|---------------------------------------------------------------------|
 CZ2148| PID    Reference Object                     Distance      Geod. Az  |
 CZ2148|                                                           dddmmss.s |
 CZ2148| CZ2142 AN 56                               APPROX. 1.6 KM 0871030.2 |
 CZ2148| CH4193 AM 56 RM E                            8.835 METERS 08855     |
 CZ2148| CH4194 AM 56 RM S                            8.846 METERS 17856     |
 CZ2148|---------------------------------------------------------------------|
 CZ2148
 CZ2148                          SUPERSEDED SURVEY CONTROL
 CZ2148
 CZ2148  NAD 83(1986)-  32 42 16.58888(N)    111 37 14.14691(W) AD(       ) 1
 CZ2148  NAD 27      -  32 42 16.36447(N)    111 37 11.70694(W) AD(       ) 1
 CZ2148  NGVD 29 (07/19/86)  475.94   (m)         1561.5    (f) LEVELING    3  
 CZ2148
 CZ2148.Superseded values are not recommended for survey control.
 CZ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2148.See file dsdata.txt to determine how the superseded data were derived.
 CZ2148
 CZ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4183418711(NAD 83)
 CZ2148_MARKER: DD = SURVEY DISK
 CZ2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2148+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2148
 CZ2148  HISTORY     - Date     Condition        Report By
 CZ2148  HISTORY     - 1966     MONUMENTED       DMA
 CZ2148  HISTORY     - 1968     POOR             DMA
 CZ2148  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2148  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2148
 CZ2148                          STATION DESCRIPTION
 CZ2148
 CZ2148'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2148'T-8-S.  R-7-E.  IN SECTION 28 NEAR THE NORTHEAST CORNER.
 CZ2148'
 CZ2148'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2148'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2148'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2148'IS STAMPED--AM 56 1966 ARMY MAP SERVICE.
 CZ2148'
 CZ2148'THE STATION MARK IS LOCATED 60 FEET SOUTH OF THE CENTERLINE OF
 CZ2148'EAST-WEST IRRIGATION DITCH.  103 FEET SOUTH OF THE CENTERLINE
 CZ2148'OF EAST-WEST ROAD.  122 FEET SOUTH OF THE EAST-WEST
 CZ2148'POWERLINE.  80 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2148'
 CZ2148'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2148'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2148'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 6.0
 CZ2148'MILES TO SHAY ROAD AND THE STATION SITE.
 CZ2148
 CZ2148                          STATION RECOVERY (1968)
 CZ2148
 CZ2148'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2148'FOUND DISTURBED.
 CZ2148
 CZ2148                          STATION RECOVERY (2006)
 CZ2148
 CZ2148'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2148'THE DATASHEET INDICATES THAT THE STATION MARK WAS STAMPED 1966 AND WAS
 CZ2148'FOUND DISTURBED IN 1968. THE STATION MARK AT THIS LOCATION IS STAMPED
 CZ2148'AM 56 1968, NOT 1966, SO THE ORIGINAL STATION MUST HAVE BEEN RESET.
 CZ2148'THE STATION MARK RECESSED 5 INCHES BELOW GROUND AND IS FLANKED ON 4
 CZ2148'SIDES BY 25 FOOT CONCRETE PETALS THAT FORM A CROSS.
 CZ2148' 
 CZ2148'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND TOLTEC ROAD
 CZ2148'TAKE S. TOLTEC HIGHWAY SOUTH FOR 5 MILES TO THE STATION ON THE RIGHT.
 CZ2148
 CZ2148                          STATION RECOVERY (2007)
 CZ2148
 CZ2148'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2147 ***********************************************************************
 CZ2147  DESIGNATION -  AM 57
 CZ2147  PID         -  CZ2147
 CZ2147  STATE/COUNTY-  AZ/PINAL
 CZ2147  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2147
 CZ2147                         *CURRENT SURVEY CONTROL
 CZ2147  ___________________________________________________________________
 CZ2147* NAD 83(1992)-  32 41 24.01885(N)    111 37 12.01825(W)     ADJUSTED  
 CZ2147* NAVD 88     -       480.20   (+/-2cm)    1575.5    (feet)  VERTCON   
 CZ2147  ___________________________________________________________________
 CZ2147  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ2147  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2147  HORZ ORDER  -  FIRST
 CZ2147  VERT ORDER  -  THIRD ? (See Below)
 CZ2147
 CZ2147.The horizontal coordinates were established by classical geodetic methods
 CZ2147.and adjusted by the National Geodetic Survey in August 1993.
 CZ2147
 CZ2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2147.The vertical order pertains to the NGVD 29 superseded value.
 CZ2147
 CZ2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2147
 CZ2147.The geoid height was determined by GEOID03.
 CZ2147
 CZ2147;                    North         East     Units Scale Factor Converg.
 CZ2147;SPC AZ C     -   187,414.928   241,177.794   MT  0.99990954   +0 09 36.8
 CZ2147;SPC AZ C     -   614,878.37    791,265.73   iFT  0.99990954   +0 09 36.8
 CZ2147;UTM  12      - 3,617,091.592   441,879.543   MT  0.99964165   -0 20 05.5
 CZ2147
 CZ2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2147!SPC AZ C     -   0.99992935  x   0.99990954  =   0.99983890
 CZ2147!UTM  12      -   0.99992935  x   0.99964165  =   0.99957102
 CZ2147
 CZ2147|---------------------------------------------------------------------|
 CZ2147| PID    Reference Object                     Distance      Geod. Az  |
 CZ2147|                                                           dddmmss.s |
 CZ2147| CH4195 AM 57 RM E                            8.830 METERS 08919     |
 CZ2147| CH4196 AM 57 RM S                            8.835 METERS 17921     |
 CZ2147| CZ2156 AL 57                               APPROX. 1.6 KM 2692744.0 |
 CZ2147|---------------------------------------------------------------------|
 CZ2147
 CZ2147                          SUPERSEDED SURVEY CONTROL
 CZ2147
 CZ2147  NAD 83(1986)-  32 41 24.01376(N)    111 37 12.01789(W) AD(       ) 1
 CZ2147  NAD 27      -  32 41 23.78779(N)    111 37 09.57926(W) AD(       ) 1
 CZ2147  NGVD 29 (07/19/86)  479.64   (m)         1573.6    (f) LEVELING    3  
 CZ2147
 CZ2147.Superseded values are not recommended for survey control.
 CZ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2147.See file dsdata.txt to determine how the superseded data were derived.
 CZ2147
 CZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4188017092(NAD 83)
 CZ2147_MARKER: DD = SURVEY DISK
 CZ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2147
 CZ2147  HISTORY     - Date     Condition        Report By
 CZ2147  HISTORY     - 1966     MONUMENTED       DMA
 CZ2147  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2147
 CZ2147                          STATION DESCRIPTION
 CZ2147
 CZ2147'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2147'T-8-S.  R-7-E.  IN THE SECTION 34 NEAR THE NORTHWEST CORNER.
 CZ2147'
 CZ2147'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2147'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2147'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2147'MARK IS STAMPED--AM 57 1966 ARMY MAP SERVICE.
 CZ2147'
 CZ2147'THE STATION MARK IS LOCATED 60 FEET SOUTH OF THE EAST-WEST
 CZ2147'POWERLINE.  90 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2147'ROAD.  107 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2147'
 CZ2147'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2147'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2147'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 7.0
 CZ2147'MILES TO NUTT ROAD AND THE STATION SITE.
 CZ2147
 CZ2147                          STATION RECOVERY (2006)
 CZ2147
 CZ2147'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2147'AT THE ADJUSTED COORDINATES PROBED INTO THE GROUND ABOUT 1 FOOT, BUT
 CZ2147'DID NOT FIND THE STATION MARK. ALSO, THERE WAS NO EVIDENCE OF THE 25
 CZ2147'FOOT CONCRETE PETALS THAT FORMED THE CROSS AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2149 ***********************************************************************
 CZ2149  DESIGNATION -  AM 58
 CZ2149  PID         -  CZ2149
 CZ2149  STATE/COUNTY-  AZ/PINAL
 CZ2149  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2149
 CZ2149                         *CURRENT SURVEY CONTROL
 CZ2149  ___________________________________________________________________
 CZ2149* NAD 83(1992)-  32 40 33.98094(N)    111 37 15.63689(W)     ADJUSTED  
 CZ2149* NAVD 88     -       482.90   (+/-2cm)    1584.3    (feet)  VERTCON   
 CZ2149  ___________________________________________________________________
 CZ2149  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CZ2149  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2149  HORZ ORDER  -  FIRST
 CZ2149  VERT ORDER  -  THIRD ? (See Below)
 CZ2149
 CZ2149.The horizontal coordinates were established by classical geodetic methods
 CZ2149.and adjusted by the National Geodetic Survey in August 1993.
 CZ2149
 CZ2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2149.The vertical order pertains to the NGVD 29 superseded value.
 CZ2149
 CZ2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2149
 CZ2149.The geoid height was determined by GEOID03.
 CZ2149
 CZ2149;                    North         East     Units Scale Factor Converg.
 CZ2149;SPC AZ C     -   185,873.381   241,087.833   MT  0.99990948   +0 09 34.6
 CZ2149;SPC AZ C     -   609,820.80    790,970.58   iFT  0.99990948   +0 09 34.6
 CZ2149;UTM  12      - 3,615,551.293   441,776.295   MT  0.99964180   -0 20 07.0
 CZ2149
 CZ2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2149!SPC AZ C     -   0.99992893  x   0.99990948  =   0.99983841
 CZ2149!UTM  12      -   0.99992893  x   0.99964180  =   0.99957075
 CZ2149
 CZ2149|---------------------------------------------------------------------|
 CZ2149| PID    Reference Object                     Distance      Geod. Az  |
 CZ2149|                                                           dddmmss.s |
 CZ2149| CH4197 AM 58 RM E                            8.827 METERS 08933     |
 CZ2149| CH4198 AM 58 RM S                            8.835 METERS 17936     |
 CZ2149| CZ2157 AL 58                               APPROX. 1.5 KM 2654544.0 |
 CZ2149|---------------------------------------------------------------------|
 CZ2149
 CZ2149                          SUPERSEDED SURVEY CONTROL
 CZ2149
 CZ2149  NAD 83(1986)-  32 40 33.97585(N)    111 37 15.63642(W) AD(       ) 1
 CZ2149  NAD 27      -  32 40 33.74851(N)    111 37 13.19886(W) AD(       ) 1
 CZ2149  NGVD 29 (07/19/86)  482.34   (m)         1582.5    (f) LEVELING    3  
 CZ2149
 CZ2149.Superseded values are not recommended for survey control.
 CZ2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2149.See file dsdata.txt to determine how the superseded data were derived.
 CZ2149
 CZ2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4177615551(NAD 83)
 CZ2149_MARKER: DD = SURVEY DISK
 CZ2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2149
 CZ2149  HISTORY     - Date     Condition        Report By
 CZ2149  HISTORY     - 1966     MONUMENTED       DMA
 CZ2149  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 CZ2149
 CZ2149                          STATION DESCRIPTION
 CZ2149
 CZ2149'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2149'T-8-S.  R-7-E.  IN SECTION 33 NEAR THE SOUTHEAST CORNER.
 CZ2149'
 CZ2149'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2149'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2149'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2149'MARK IS STAMPED--AM 58 1966 ARMY MAP SERVICE.
 CZ2149'
 CZ2149'THE STATION MARK IS LOCATED 66 FEET SOUTH OF THE CENTERLINE OF
 CZ2149'EAST-WEST IRRIGATION DITCH.  102 FEET WEST OF THE CENTERLINE OF
 CZ2149'NORTH-SOUTH IRRIGATION DITCH.  252 FEET WEST OF THE CENTERLINE OF
 CZ2149'NORTH-SOUTH ROAD.  116 FEET NORTH OF EAST-WEST POWERLINE.  146
 CZ2149'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  63 FEET
 CZ2149'EAST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  181
 CZ2149'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.
 CZ2149'
 CZ2149'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2149'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2149'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 8.0 MILES
 CZ2149'TO HARMON ROAD AND THE STATION SITE.
 CZ2149
 CZ2149                          STATION RECOVERY (2006)
 CZ2149
 CZ2149'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ2149'THE ADJUSTED COORDINATES POINT TO A PARKING AREA BETWEEN A RESIDENCE
 CZ2149'AND A BARN. ALSO, THERE WAS NO EVIDENCE OF THE 25 FOOT CONCRETE PETALS
 CZ2149'THAT FORMED THE CROSS AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9433 ***********************************************************************
 DG9433  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9433  DESIGNATION -  AMARILLAS
 DG9433  PID         -  DG9433
 DG9433  STATE/COUNTY-  AZ/COCHISE
 DG9433  USGS QUAD   -  BISBEE (1978)
 DG9433
 DG9433                         *CURRENT SURVEY CONTROL
 DG9433  ___________________________________________________________________
 DG9433* NAD 83(2007)-  31 23 23.04352(N)    109 55 40.59091(W)     ADJUSTED  
 DG9433* NAVD 88     -      1492.25   (meters)    4895.8    (feet)  GPS OBS   
 DG9433  ___________________________________________________________________
 DG9433  EPOCH DATE  -        2007.00
 DG9433  X           -  -1,857,860.733 (meters)                     COMP
 DG9433  Y           -  -5,124,473.902 (meters)                     COMP
 DG9433  Z           -   3,303,619.448 (meters)                     COMP
 DG9433  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DG9433  ELLIP HEIGHT-        1464.707 (meters)          (02/10/07) ADJUSTED
 DG9433  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DG9433
 DG9433  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9433  Type    PID    Designation                      North   East  Ellip
 DG9433  -------------------------------------------------------------------
 DG9433  NETWORK DG9433 AMARILLAS                         1.41   1.08   2.43
 DG9433  -------------------------------------------------------------------
 DG9433
 DG9433.The horizontal coordinates were established by GPS observations
 DG9433.and adjusted by the National Geodetic Survey in February 2007.
 DG9433
 DG9433.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9433.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9433.The horizontal coordinates are valid at the epoch date displayed above.
 DG9433.The epoch date for horizontal control is a decimal equivalence
 DG9433.of Year/Month/Day.
 DG9433
 DG9433.The orthometric height was determined by GPS observations and a
 DG9433.high-resolution geoid model.
 DG9433.The orthometric height was determined by GPS observations and a
 DG9433.high-resolution geoid model using precise GPS observation and
 DG9433.processing techniques.
 DG9433
 DG9433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9433
 DG9433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9433
 DG9433.The ellipsoidal height was determined by GPS observations
 DG9433.and is referenced to NAD 83.
 DG9433
 DG9433.The geoid height was determined by GEOID03.
 DG9433
 DG9433;                    North         East     Units Scale Factor Converg.
 DG9433;SPC AZ E     -    43,231.257   236,063.739   MT  0.99990636   +0 07 27.6
 DG9433;SPC AZ E     -   141,834.83    774,487.33   iFT  0.99990636   +0 07 27.6
 DG9433;UTM  12      - 3,473,292.315   601,929.300   MT  0.99972814   +0 33 30.4
 DG9433
 DG9433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9433!SPC AZ E     -   0.99977005  x   0.99990636  =   0.99967643
 DG9433!UTM  12      -   0.99977005  x   0.99972814  =   0.99949826
 DG9433
 DG9433                          SUPERSEDED SURVEY CONTROL
 DG9433
 DG9433  NAD 83(1992)-  31 23 23.04319(N)    109 55 40.59040(W) AD(       ) A
 DG9433  ELLIP H (03/22/05) 1464.722  (m)                       GP(       ) 4 1
 DG9433
 DG9433.Superseded values are not recommended for survey control.
 DG9433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9433.See file dsdata.txt to determine how the superseded data were derived.
 DG9433
 DG9433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0192973292(NAD 83)
 DG9433_MARKER: DD = SURVEY DISK
 DG9433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9433_STAMPING: AMARILLAS
 DG9433_MARK LOGO: AZ-003
 DG9433_PROJECTION: FLUSH
 DG9433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9433+STABILITY: SURFACE MOTION
 DG9433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9433+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 DG9433
 DG9433  HISTORY     - Date     Condition        Report By
 DG9433  HISTORY     - 20031030 MONUMENTED       AZ-003
 DG9433
 DG9433                          STATION DESCRIPTION
 DG9433
 DG9433'DESCRIBED BY COCHISE COUNTY ARIZONA 2003 (DLS)
 DG9433'FROM THE INTERSECTION OF HIGHWAY 92 AND NACO HIGHWAY IN BISBEE, GO
 DG9433'SOUTH ALONG NACO  HIGHWAY FOR 0.72 MILES.  TURN RIGHT, WEST, ON
 DG9433'HEREFORD ROAD AND GO 0.47 MILES AND TURN  LEFT, SOUTH, INTO COCHISE
 DG9433'COUNTY ROAD YARD. THE MONUMENT IS LOCATED IN FRONT OF  BUILDING 1229
 DG9433'NEAR ROCK PILE. THE STATION IS A SURVEY DISK SET IN TOP OF A CONCRETE
 DG9433'MONUMENT AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0347 ***********************************************************************
 CG0347  DESIGNATION -  AMOLE
 CG0347  PID         -  CG0347
 CG0347  STATE/COUNTY-  AZ/PIMA
 CG0347  USGS QUAD   -  THE NARROWS (1981)
 CG0347
 CG0347                         *CURRENT SURVEY CONTROL
 CG0347  ___________________________________________________________________
 CG0347* NAD 83(1992)-  31 58 38.44484(N)    110 30 50.34685(W)     ADJUSTED  
 CG0347* NAVD 88     -      1176.086  (meters)    3858.54   (feet)  ADJUSTED  
 CG0347  ___________________________________________________________________
 CG0347  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CG0347  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CG0347  DYNAMIC HT  -        1174.347 (meters)    3852.84  (feet)  COMP
 CG0347  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 CG0347
 CG0347  HORZ ORDER  -  SECOND
 CG0347  VERT ORDER  -  FIRST     CLASS II
 CG0347
 CG0347.The horizontal coordinates were established by classical geodetic methods
 CG0347.and adjusted by the National Geodetic Survey in August 1993.
 CG0347
 CG0347.The orthometric height was determined by differential leveling
 CG0347.and adjusted in June 1991.
 CG0347
 CG0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0347
 CG0347.The geoid height was determined by GEOID03.
 CG0347
 CG0347.The dynamic height is computed by dividing the NAVD 88
 CG0347.geopotential number by the normal gravity value computed on the
 CG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0347.degrees latitude (g = 980.6199 gals.).
 CG0347
 CG0347.The modeled gravity was interpolated from observed gravity values.
 CG0347
 CG0347;                    North         East     Units Scale Factor Converg.
 CG0347;SPC AZ C     -   109,214.707   345,928.957   MT  1.00011668   +0 44 34.6
 CG0347;SPC AZ C     -   358,315.97  1,134,937.52   iFT  1.00011668   +0 44 34.6
 CG0347;SPC AZ E     -   108,407.913   180,535.904   MT  0.99991328   -0 11 02.2
 CG0347;SPC AZ E     -   355,669.01    592,309.40   iFT  0.99991328   -0 11 02.2
 CG0347;UTM  12      - 3,538,027.788   545,918.219   MT  0.99962600   +0 15 26.6
 CG0347
 CG0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0347!SPC AZ C     -   0.99981976  x   1.00011668  =   0.99993642
 CG0347!SPC AZ E     -   0.99981976  x   0.99991328  =   0.99973305
 CG0347!UTM  12      -   0.99981976  x   0.99962600  =   0.99944582
 CG0347
 CG0347|---------------------------------------------------------------------|
 CG0347| PID    Reference Object                     Distance      Geod. Az  |
 CG0347|                                                           dddmmss.s |
 CG0347| CG0348 Q 355                                 6.261 METERS 03051     |
 CG0347| CG0342 HIGHWAY 80 STA 3857+53                8.156 METERS 28512     |
 CG0347| CC8264 SLIM                                               2960934.7 |
 CG0347|---------------------------------------------------------------------|
 CG0347
 CG0347                          SUPERSEDED SURVEY CONTROL
 CG0347
 CG0347  NAD 83(1986)-  31 58 38.44014(N)    110 30 50.34463(W) AD(       ) 2
 CG0347  NAD 27      -  31 58 38.14260(N)    110 30 48.06920(W) AD(       ) 2
 CG0347  NGVD 29 (??/??/92) 1175.334  (m)         3856.07   (f) ADJ UNCH    1 2
 CG0347
 CG0347.Superseded values are not recommended for survey control.
 CG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0347.See file dsdata.txt to determine how the superseded data were derived.
 CG0347
 CG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4591838028(NAD 83)
 CG0347_MARKER: DE = TRAVERSE STATION DISK
 CG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0347_STAMPING: AMOLE 1960
 CG0347_PROJECTION: PROJECTING 5 CENTIMETERS
 CG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0347+STABILITY: SURFACE MOTION
 CG0347
 CG0347  HISTORY     - Date     Condition        Report By
 CG0347  HISTORY     - 1960     MONUMENTED       CGS
 CG0347  HISTORY     - 1960     GOOD             CGS
 CG0347  HISTORY     - 1962     GOOD             CGS
 CG0347  HISTORY     - 1976     GOOD             USGS
 CG0347  HISTORY     - 1979     GOOD             NGS
 CG0347
 CG0347                          STATION DESCRIPTION
 CG0347
 CG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 CG0347'AT THE AMOLE OVERPASS, 29.6 MILES ALONG U.S. HIGHWAY 80 FROM ITS
 CG0347'JUNCTION WITH U.S. HIGHWAY 89 IN SOUTH TUCSON, 11.8 MILES WESTWARD
 CG0347'FROM THE POST OFFICE IN BENSON ALONG U.S. HIGHWAY 80, NEAR THE
 CG0347'SOUTHEAST END OF THE OVERPASS, 19 FEET NORTH OF THE EAST BOUND
 CG0347'TRAFFIC LANE IN THE MEDIA STRIP, A STANDARD TRAVERSE DISK SET IN
 CG0347'A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES AND STAMPED AMOLE
 CG0347'1960.
 CG0347'
 CG0347'REFERENCE MARK NUMBER 1 IS A STANDARD BENCH MARK DISK STAMPED
 CG0347'Q 355 1960, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT
 CG0347'AND CURB OF THE WEST BOUND TRAFFIC LANE AT THE SAME ELEVATION
 CG0347'OF THE ROADBED.
 CG0347'
 CG0347'REFERENCE MARK NO. 2 IS A BRONZE DISK OF THE ARIZONA HIGHWAY
 CG0347'DEPARTMENT STAMPED 3857 + 53 CEMENTED IN THE NORTHEAST ABUTMENT
 CG0347'OF THE EAST BOUND TRAFFIC LANE.
 CG0347'
 CG0347'THE AZIMUTH MARK, SLIM (USE) IS A BRONZE CAP OF THE CORPS OF
 CG0347'ENGINEERS, U.S. ARMY, STAMPED SLIM 1960, SITUATED IN A CAIRN,
 CG0347'110 YARDS NORTHEAST FROM A HIGHWAY REST AREA, 100 YARDS NORTH FROM
 CG0347'THE HIGHWAY RIGHT OF WAY FENCE, AND 0.55 MILE NORTHWEST ALONG
 CG0347'THE HIGHWAY FROM THE STATION.
 CG0347
 CG0347                          STATION RECOVERY (1960)
 CG0347
 CG0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0347'12.8 MI W FROM BENSON.
 CG0347'12.8 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON TO
 CG0347'THE AMOLE OVERPASS, 26.76 FEET EAST OF 3857 - 53 (AHD), 20.55 FEET
 CG0347'SOUTHWEST OF B.M. Q 355, 19 FEET NORTH OF THE CENTERLINE OF THE EAST
 CG0347'BOUND TRAFFIC LANE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8
 CG0347'INCHES.
 CG0347
 CG0347                          STATION RECOVERY (1962)
 CG0347
 CG0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0347'THE STATION MARK, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE
 CG0347'FOUND AND RECOVERED AS DESCRIBED.  THE LOCATION AND TO REACH
 CG0347'DESCRIPTION WAS FOUND ADEQUATE.  A DIFFERENCE WAS FOUND IN B.M.
 CG0347'Q 355 (R.M. 1) DISTANCE AND DOUBLE CHECKED.  A DIFFERENCE WAS ALSO
 CG0347'FOUND IN THE DIRECTION OF THE AZIMUTH MARK AND DOUBLE CHECKED
 CG0347'WITH A SET OBSERVATIONS BY ANOTHER OBSERVER.
 CG0347'
 CG0347'PICTURE POINT IS THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT OF
 CG0347'THE EAST BOUND TRAFFIC LANE BRIDGE OVER THE SOUTHERN PACIFIC
 CG0347'RAILROAD ON U.S. HIGHWAY 80 AND INTERSTATE HIGHWAY 10.
 CG0347'
 CG0347'R.M. 1 TO R.M. 2 OBSTRUCTED FOR MEASUREMENT.
 CG0347
 CG0347                          STATION RECOVERY (1976)
 CG0347
 CG0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0347'13.1 MI W. ALONG US HWT 80 (I-HWY 10) FROM POST OFFICE IN BENSON; 0.1
 CG0347'MI W. OF AMOLE OVERPASS; 19 FT. N. OF EASTBOUND TRAFFIC LANE IN
 CG0347'MEDIAN STRIP; SET IN CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES;
 CG0347'NGS DISK STAMPED "AMOLE 1960"
 CG0347
 CG0347                          STATION RECOVERY (1979)
 CG0347
 CG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0347'13.0 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0347'OVERPASS AT BENSON, AT THE AMOLE OVERPASS OVER THE SOUTHERN PACIFIC
 CG0347'RAILROAD, 19.5 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC
 CG0347'LANE, 23.5 FEET EAST OF THE EAST END OF THE NORTH CONCRETE CURB OF
 CG0347'THE EASTBOUND LANE BRIDGE AND 4.5 FEET NORTH OF A METAL GUARD RAIL.
 CG0347'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CG0347'THE MARK IS ABOVE LEVEL WITH TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7527 ***********************************************************************
 DK7527  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7527  DESIGNATION -  AMOX
 DK7527  PID         -  DK7527
 DK7527  STATE/COUNTY-  AZ/COCHISE
 DK7527  USGS QUAD   -  BENSON (1983)
 DK7527
 DK7527                         *CURRENT SURVEY CONTROL
 DK7527  ___________________________________________________________________
 DK7527* NAD 83(2007)-  31 56 55.86434(N)    110 17 55.62376(W)     ADJUSTED  
 DK7527* NAVD 88     -      1129.09   (meters)    3704.4    (feet)  GPS OBS   
 DK7527  ___________________________________________________________________
 DK7527  EPOCH DATE  -        2007.00
 DK7527  X           -  -1,879,588.166 (meters)                     COMP
 DK7527  Y           -  -5,081,518.392 (meters)                     COMP
 DK7527  Z           -   3,356,202.934 (meters)                     COMP
 DK7527  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DK7527  ELLIP HEIGHT-        1101.210 (meters)          (11/28/08) ADJUSTED
 DK7527  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DK7527  HORZ ORDER  -  B
 DK7527  ELLP ORDER  -  FOURTH    CLASS II
 DK7527
 DK7527.The horizontal coordinates were established by GPS observations
 DK7527.and adjusted by the National Geodetic Survey in November 2008.
 DK7527
 DK7527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7527.The horizontal coordinates are valid at the epoch date displayed above.
 DK7527.The epoch date for horizontal control is a decimal equivalence
 DK7527.of Year/Month/Day.
 DK7527
 DK7527.The orthometric height was determined by GPS observations and a
 DK7527.high-resolution geoid model.
 DK7527.The orthometric height was determined by GPS observations and a
 DK7527.high-resolution geoid model using precise GPS observation and
 DK7527.processing techniques.
 DK7527
 DK7527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7527
 DK7527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7527
 DK7527.The ellipsoidal height was determined by GPS observations
 DK7527.and is referenced to NAD 83.
 DK7527
 DK7527.The geoid height was determined by GEOID03.
 DK7527
 DK7527;                    North         East     Units Scale Factor Converg.
 DK7527;SPC AZ E     -   105,203.506   200,870.101   MT  0.99990192   -0 04 11.7
 DK7527;SPC AZ E     -   345,155.86    659,022.64   iFT  0.99990192   -0 04 11.7
 DK7527;UTM  12      - 3,534,980.856   566,271.039   MT  0.99965416   +0 22 15.9
 DK7527
 DK7527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7527!SPC AZ E     -   0.99982712  x   0.99990192  =   0.99972906
 DK7527!UTM  12      -   0.99982712  x   0.99965416  =   0.99948134
 DK7527
 DK7527                          SUPERSEDED SURVEY CONTROL
 DK7527
 DK7527.No superseded survey control is available for this station.
 DK7527
 DK7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6627134981(NAD 83)
 DK7527_MARKER: DD = SURVEY DISK
 DK7527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7527_STAMPING: AMOX 2005
 DK7527_MARK LOGO: AZ-003
 DK7527_PROJECTION: FLUSH
 DK7527_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7527+STABILITY: SURFACE MOTION
 DK7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7527+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7527
 DK7527  HISTORY     - Date     Condition        Report By
 DK7527  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7527
 DK7527                          STATION DESCRIPTION
 DK7527
 DK7527'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7527'FROM THE POST OFFICE IN SAINT DAVID, ARIZONA.  TRAVEL WEST ON HIGHWAY
 DK7527'80 FOR APPROXIMATELY 5.7 MILE (9.2 KM) TO LA ENTRADA STREET.  TURN
 DK7527'LEFT ON SAID ROAD AND TRAVEL WESTERLY FOR 0.23 MILE TO A CEMETARY, AND
 DK7527'GRACE CHAPEL SIGN, TURN LEFT ON DIRT ROAD AND HEAD SOUTH FOR 0.12
 DK7527'MILE.  THEN TURN RIGHT AND TRAVEL WEST UNTIL YOU COME TO A GATE,
 DK7527'CONTINUE THROUGH THE GATE FOR 0.25 MILE TO THE STATION.
 DK7527' 
 DK7527'STATION IS A 3 INCH (8 CM) BRASS DISK IN A CONCRETE MONUMENT.  IT IS
 DK7527'STAMPED AMOX 2005.  IT IS A COCHISE COUNTY HIGHWAY AND FLOODPLAIN
 DK7527'DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2018 ***********************************************************************
 CZ2018  DESIGNATION -  AN 43
 CZ2018  PID         -  CZ2018
 CZ2018  STATE/COUNTY-  AZ/PINAL
 CZ2018  USGS QUAD   -  COOLIDGE (1992)
 CZ2018
 CZ2018                         *CURRENT SURVEY CONTROL
 CZ2018  ___________________________________________________________________
 CZ2018* NAD 83(1992)-  32 53 40.35628(N)    111 36 04.79245(W)     ADJUSTED  
 CZ2018* NAVD 88     -       438.99   (+/-2cm)    1440.3    (feet)  VERTCON   
 CZ2018  ___________________________________________________________________
 CZ2018  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ2018  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ2018  HORZ ORDER  -  FIRST
 CZ2018  VERT ORDER  -  THIRD ? (See Below)
 CZ2018
 CZ2018.The horizontal coordinates were established by classical geodetic methods
 CZ2018.and adjusted by the National Geodetic Survey in August 1993.
 CZ2018
 CZ2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2018.The vertical order pertains to the NGVD 29 superseded value.
 CZ2018
 CZ2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2018
 CZ2018.The geoid height was determined by GEOID03.
 CZ2018
 CZ2018;                    North         East     Units Scale Factor Converg.
 CZ2018;SPC AZ C     -   210,101.295   242,861.228   MT  0.99991073   +0 10 16.5
 CZ2018;SPC AZ C     -   689,308.71    796,788.81   iFT  0.99991073   +0 10 16.5
 CZ2018;UTM  12      - 3,639,756.403   443,758.983   MT  0.99963900   -0 19 35.7
 CZ2018
 CZ2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2018!SPC AZ C     -   0.99993579  x   0.99991073  =   0.99984652
 CZ2018!UTM  12      -   0.99993579  x   0.99963900  =   0.99957481
 CZ2018
 CZ2018|---------------------------------------------------------------------|
 CZ2018| PID    Reference Object                     Distance      Geod. Az  |
 CZ2018|                                                           dddmmss.s |
 CZ2018| CH4199 AN 43 RM E                            8.846 METERS 08925     |
 CZ2018| CH4200 AN 43 RM S                            8.842 METERS 17919     |
 CZ2018| CZ2043 FOUR                                APPROX. 8.3 KM 1990628.1 |
 CZ2018|---------------------------------------------------------------------|
 CZ2018
 CZ2018                          SUPERSEDED SURVEY CONTROL
 CZ2018
 CZ2018  NAD 83(1986)-  32 53 40.35136(N)    111 36 04.79378(W) AD(       ) 1
 CZ2018  NAD 27      -  32 53 40.14364(N)    111 36 02.33747(W) AD(       ) 1
 CZ2018  NGVD 29 (07/19/86)  438.50   (m)         1438.6    (f) LEVELING    3  
 CZ2018
 CZ2018.Superseded values are not recommended for survey control.
 CZ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2018.See file dsdata.txt to determine how the superseded data were derived.
 CZ2018
 CZ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4375939756(NAD 83)
 CZ2018_MARKER: DD = SURVEY DISK
 CZ2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2018
 CZ2018  HISTORY     - Date     Condition        Report By
 CZ2018  HISTORY     - 1966     MONUMENTED       DMA
 CZ2018  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ2018
 CZ2018                          STATION DESCRIPTION
 CZ2018
 CZ2018'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2018'T-6-S.  R-7-E.  IN SECTION 14 NEAR THE SOUTHWEST CORNER.
 CZ2018'
 CZ2018'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2018'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2018'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2018'STAMPED--AN 43 1966 ARMY MAP SERVICE.
 CZ2018'
 CZ2018'THE STATION MARK IS LOCATED 94.0 FEET NORTH OF THE CENTERLINE
 CZ2018'OF EAST-WEST ROAD.  96.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2018'ROAD.  50.2 FEET NORTH OF THE NORTH EDGE OF CONCRETE IRRIGATION
 CZ2018'DITCH.  48.5 FEET EAST OF THE EAST EDGE OF CONCRETE IRRIGATION
 CZ2018'DITCH.
 CZ2018'
 CZ2018'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2018'GRANDE, ARIZONA, GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2018'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 9 MILES TO CURRY
 CZ2018'ROAD.  TURN LEFT AND GO NORTH FOR 1 MILE TO CROSSROAD AND
 CZ2018'THE STATION SITE.
 CZ2018'
 CZ2018'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL
 CZ2018'WILL BE CONSTRUCTED, CENTERED ON THIS STATION.
 CZ2018
 CZ2018                          STATION RECOVERY (2007)
 CZ2018
 CZ2018'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2018'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE DESCRIBED LOCATION
 CZ2018'IS NOW A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2019 ***********************************************************************
 CZ2019  DESIGNATION -  AN 44
 CZ2019  PID         -  CZ2019
 CZ2019  STATE/COUNTY-  AZ/PINAL
 CZ2019  USGS QUAD   -  COOLIDGE (1992)
 CZ2019
 CZ2019                         *CURRENT SURVEY CONTROL
 CZ2019  ___________________________________________________________________
 CZ2019* NAD 83(1992)-  32 52 45.97099(N)    111 36 05.71815(W)     ADJUSTED  
 CZ2019* NAVD 88     -       442.56   (+/-2cm)    1452.0    (feet)  VERTCON   
 CZ2019  ___________________________________________________________________
 CZ2019  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2019  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ2019  HORZ ORDER  -  FIRST
 CZ2019  VERT ORDER  -  THIRD ? (See Below)
 CZ2019
 CZ2019.The horizontal coordinates were established by classical geodetic methods
 CZ2019.and adjusted by the National Geodetic Survey in August 1993.
 CZ2019
 CZ2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2019.The vertical order pertains to the NGVD 29 superseded value.
 CZ2019
 CZ2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2019
 CZ2019.The geoid height was determined by GEOID03.
 CZ2019
 CZ2019;                    North         East     Units Scale Factor Converg.
 CZ2019;SPC AZ C     -   208,425.974   242,842.174   MT  0.99991071   +0 10 15.8
 CZ2019;SPC AZ C     -   683,812.25    796,726.29   iFT  0.99991071   +0 10 15.8
 CZ2019;UTM  12      - 3,638,081.766   443,725.385   MT  0.99963905   -0 19 35.7
 CZ2019
 CZ2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2019!SPC AZ C     -   0.99993523  x   0.99991071  =   0.99984594
 CZ2019!UTM  12      -   0.99993523  x   0.99963905  =   0.99957430
 CZ2019
 CZ2019:                Primary Azimuth Mark                     Grid Az
 CZ2019:SPC AZ C     -  AN 43                                    000 39 06.0
 CZ2019:UTM  12      -  AN 43                                    001 08 57.5
 CZ2019
 CZ2019|---------------------------------------------------------------------|
 CZ2019| PID    Reference Object                     Distance      Geod. Az  |
 CZ2019|                                                           dddmmss.s |
 CZ2019| CZ2018 AN 43                               APPROX. 1.7 KM 0004921.8 |
 CZ2019| CH4201 AN 44 RM E                            8.833 METERS 08944     |
 CZ2019| CH4202 AN 44 RM S                            8.828 METERS 17937     |
 CZ2019|---------------------------------------------------------------------|
 CZ2019
 CZ2019                          SUPERSEDED SURVEY CONTROL
 CZ2019
 CZ2019  NAD 83(1986)-  32 52 45.96607(N)    111 36 05.71935(W) AD(       ) 1
 CZ2019  NAD 27      -  32 52 45.75670(N)    111 36 03.26471(W) AD(       ) 1
 CZ2019  NGVD 29 (07/19/86)  442.07   (m)         1450.4    (f) LEVELING    3  
 CZ2019
 CZ2019.Superseded values are not recommended for survey control.
 CZ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2019.See file dsdata.txt to determine how the superseded data were derived.
 CZ2019
 CZ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4372538082(NAD 83)
 CZ2019_MARKER: DD = SURVEY DISK
 CZ2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2019
 CZ2019  HISTORY     - Date     Condition        Report By
 CZ2019  HISTORY     - 1967     MONUMENTED       DMA
 CZ2019  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2019
 CZ2019                          STATION DESCRIPTION
 CZ2019
 CZ2019'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2019'T-6-S.  R-7-E.  IN SECTION 26 NEAR THE NORTHWEST CORNER.
 CZ2019'
 CZ2019'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2019'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2019'DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2019'MARK IS STAMPED--AN 44 1967 ARMY MAP SERVICE.
 CZ2019'
 CZ2019'THE STATION MARK IS LOCATED 90 FEET SOUTH OF THE CENTERLINE OF
 CZ2019'EAST-WEST ROAD.  63 FEET SOUTH OF EAST-WEST POWERLINE.  63 FEET
 CZ2019'WEST OF NORTH-SOUTH FENCE.  50 FEET SOUTH OF EAST-WEST FENCE.  50
 CZ2019'FEET EAST OF NORTH-SOUTH FENCE.  80 FEET EAST OF NORTH-SOUTH
 CZ2019'ROAD.  51 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2019'
 CZ2019'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2019'GRANDE, ARIZONA GO NORTH ON 93 FOR 75 FEET TO STATE ROUTE 287
 CZ2019'(FLORENCE ROAD).  TURN RIGHT AND GO EAST FOR 9.0 MILES TO
 CZ2019'CROSSROAD AND THE STATION SITE.
 CZ2019
 CZ2019                          STATION RECOVERY (2006)
 CZ2019
 CZ2019'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2019'THE AREA DESCRIBED IS NOW A CULTIVATED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2031 ***********************************************************************
 CZ2031  DESIGNATION -  AN 45
 CZ2031  PID         -  CZ2031
 CZ2031  STATE/COUNTY-  AZ/PINAL
 CZ2031  USGS QUAD   -  ELOY NORTH (1992)
 CZ2031
 CZ2031                         *CURRENT SURVEY CONTROL
 CZ2031  ___________________________________________________________________
 CZ2031* NAD 83(1992)-  32 51 53.39760(N)    111 36 08.38702(W)     ADJUSTED  
 CZ2031* NAVD 88     -       446.70   (+/-2cm)    1465.5    (feet)  VERTCON   
 CZ2031  ___________________________________________________________________
 CZ2031  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2031  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ2031  HORZ ORDER  -  FIRST
 CZ2031  VERT ORDER  -  THIRD ? (See Below)
 CZ2031
 CZ2031.The horizontal coordinates were established by classical geodetic methods
 CZ2031.and adjusted by the National Geodetic Survey in August 1993.
 CZ2031
 CZ2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2031.The vertical order pertains to the NGVD 29 superseded value.
 CZ2031
 CZ2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2031
 CZ2031.The geoid height was determined by GEOID03.
 CZ2031
 CZ2031;                    North         East     Units Scale Factor Converg.
 CZ2031;SPC AZ C     -   206,806.335   242,777.627   MT  0.99991067   +0 10 14.1
 CZ2031;SPC AZ C     -   678,498.47    796,514.52   iFT  0.99991067   +0 10 14.1
 CZ2031;UTM  12      - 3,636,463.188   443,646.797   MT  0.99963916   -0 19 36.7
 CZ2031
 CZ2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2031!SPC AZ C     -   0.99993458  x   0.99991067  =   0.99984526
 CZ2031!UTM  12      -   0.99993458  x   0.99963916  =   0.99957376
 CZ2031
 CZ2031|---------------------------------------------------------------------|
 CZ2031| PID    Reference Object                     Distance      Geod. Az  |
 CZ2031|                                                           dddmmss.s |
 CZ2031| CH4203 AN 45 RM E                            8.833 METERS 08923     |
 CZ2031| CH4204 AN 45 RM S                            8.835 METERS 17937     |
 CZ2031| CZ2043 FOUR                                APPROX. 5.3 KM 2095241.9 |
 CZ2031|---------------------------------------------------------------------|
 CZ2031
 CZ2031                          SUPERSEDED SURVEY CONTROL
 CZ2031
 CZ2031  NAD 83(1986)-  32 51 53.39267(N)    111 36 08.38809(W) AD(       ) 1
 CZ2031  NAD 27      -  32 51 53.18175(N)    111 36 05.93505(W) AD(       ) 1
 CZ2031  NGVD 29 (07/19/86)  446.21   (m)         1463.9    (f) LEVELING    3  
 CZ2031
 CZ2031.Superseded values are not recommended for survey control.
 CZ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2031.See file dsdata.txt to determine how the superseded data were derived.
 CZ2031
 CZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4364736463(NAD 83)
 CZ2031_MARKER: DD = SURVEY DISK
 CZ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2031
 CZ2031  HISTORY     - Date     Condition        Report By
 CZ2031  HISTORY     - 1967     MONUMENTED       DMA
 CZ2031  HISTORY     - 20080530 MARK NOT FOUND   CAP
 CZ2031
 CZ2031                          STATION DESCRIPTION
 CZ2031
 CZ2031'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2031'T-6-S.  R-7-E.  IN SECTION 34 NEAR THE NORTHEAST CORNER.
 CZ2031'
 CZ2031'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2031'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2031'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2031'IS STAMPED--AN 45 1967 ARMY MAP SERVICE.
 CZ2031'
 CZ2031'THE STATION MARK IS LOCATED 106 FEET WEST OF THE CENTERLINE
 CZ2031'OF NORTH-SOUTH ROAD.  114 FEET SOUTH OF SOUTHWEST CORNER OF
 CZ2031'HOUSE.  47 FEET SOUTH OF EAST-WEST POWERLINE.  98 FEET
 CZ2031'EAST-SOUTHEAST OF INTERSECTING CENTERLINES OF CANAL ROAD AND
 CZ2031'POWERLINE.
 CZ2031'
 CZ2031'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2031'GRANDE, ARIZONA GO NORTH FOR 75 FEET ON 93 TO STATE ROUTE 287
 CZ2031'(FLORENCE ROAD).  TURN RIGHT AND GO EAST ON 287 FOR 9.0 MILES
 CZ2031'TO CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO ROAD
 CZ2031'EAST AND THE STATION SITE.
 CZ2031
 CZ2031                          STATION RECOVERY (2008)
 CZ2031
 CZ2031'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 CZ2031'SEARCHED FOR, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2030 ***********************************************************************
 CZ2030  DESIGNATION -  AN 46
 CZ2030  PID         -  CZ2030
 CZ2030  STATE/COUNTY-  AZ/PINAL
 CZ2030  USGS QUAD   -  ELOY NORTH (1992)
 CZ2030
 CZ2030                         *CURRENT SURVEY CONTROL
 CZ2030  ___________________________________________________________________
 CZ2030* NAD 83(1992)-  32 51 00.48777(N)    111 36 06.46403(W)     ADJUSTED  
 CZ2030* NAVD 88     -       449.31   (+/-2cm)    1474.1    (feet)  VERTCON   
 CZ2030  ___________________________________________________________________
 CZ2030  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2030  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ2030  HORZ ORDER  -  FIRST
 CZ2030  VERT ORDER  -  THIRD ? (See Below)
 CZ2030
 CZ2030.The horizontal coordinates were established by classical geodetic methods
 CZ2030.and adjusted by the National Geodetic Survey in August 1993.
 CZ2030
 CZ2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2030.The vertical order pertains to the NGVD 29 superseded value.
 CZ2030
 CZ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2030
 CZ2030.The geoid height was determined by GEOID03.
 CZ2030
 CZ2030;                    North         East     Units Scale Factor Converg.
 CZ2030;SPC AZ C     -   205,176.691   242,832.477   MT  0.99991071   +0 10 14.9
 CZ2030;SPC AZ C     -   673,151.87    796,694.48   iFT  0.99991071   +0 10 14.9
 CZ2030;UTM  12      - 3,634,833.572   443,687.488   MT  0.99963910   -0 19 35.2
 CZ2030
 CZ2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2030!SPC AZ C     -   0.99993417  x   0.99991071  =   0.99984489
 CZ2030!UTM  12      -   0.99993417  x   0.99963910  =   0.99957329
 CZ2030
 CZ2030|---------------------------------------------------------------------|
 CZ2030| PID    Reference Object                     Distance      Geod. Az  |
 CZ2030|                                                           dddmmss.s |
 CZ2030| CH4205 AN 46 RM E                            8.823 METERS 08932     |
 CZ2030| CH4206 AN 46 RM S                            8.847 METERS 17935     |
 CZ2030| CZ2043 FOUR                                APPROX. 4.0 KM 2221258.0 |
 CZ2030|---------------------------------------------------------------------|
 CZ2030
 CZ2030                          SUPERSEDED SURVEY CONTROL
 CZ2030
 CZ2030  NAD 83(1986)-  32 51 00.48284(N)    111 36 06.46498(W) AD(       ) 1
 CZ2030  NAD 27      -  32 51 00.27029(N)    111 36 04.01366(W) AD(       ) 1
 CZ2030  NGVD 29 (07/19/86)  448.82   (m)         1472.5    (f) LEVELING    3  
 CZ2030
 CZ2030.Superseded values are not recommended for survey control.
 CZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2030.See file dsdata.txt to determine how the superseded data were derived.
 CZ2030
 CZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4368734834(NAD 83)
 CZ2030_MARKER: DD = SURVEY DISK
 CZ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2030
 CZ2030  HISTORY     - Date     Condition        Report By
 CZ2030  HISTORY     - 1967     MONUMENTED       DMA
 CZ2030  HISTORY     - 20080530 MARK NOT FOUND   CAP
 CZ2030
 CZ2030                          STATION DESCRIPTION
 CZ2030
 CZ2030'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2030'T-7-S.  R-7-E.  IN SECTION 2 NEAR THE NORTHWEST CORNER.
 CZ2030'
 CZ2030'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2030'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2030'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2030'IS STAMPED--AN 46 1967 ARMY MAP SERVICE.
 CZ2030'
 CZ2030'THE STATION MARK IS LOCATED 98 FEET EAST OF THE CENTERLINE
 CZ2030'OF NORTH-SOUTH ROAD.  95 FEET SOUTH OF THE CENTERLINE
 CZ2030'OF EAST-WEST ROAD.  123 FEET SOUTH OF EAST-WEST POWERLINE.  128
 CZ2030'FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2030'
 CZ2030'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2030'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO
 CZ2030'JUNCTION WITH PAVED ROAD EAST.  GO EAST FOR 6.5 MILES TO
 CZ2030'CROSSROAD AND THE STATION SITE.
 CZ2030
 CZ2030                          STATION RECOVERY (2008)
 CZ2030
 CZ2030'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 CZ2030'SEARCHED FOR, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2034 ***********************************************************************
 CZ2034  DESIGNATION -  AN 47
 CZ2034  PID         -  CZ2034
 CZ2034  STATE/COUNTY-  AZ/PINAL
 CZ2034  USGS QUAD   -  ELOY NORTH (1992)
 CZ2034
 CZ2034                         *CURRENT SURVEY CONTROL
 CZ2034  ___________________________________________________________________
 CZ2034* NAD 83(1992)-  32 50 07.90402(N)    111 36 11.51481(W)     ADJUSTED  
 CZ2034* NAVD 88     -       452.20   (+/-2cm)    1483.6    (feet)  VERTCON   
 CZ2034  ___________________________________________________________________
 CZ2034  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CZ2034  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2034  HORZ ORDER  -  FIRST
 CZ2034  VERT ORDER  -  THIRD ? (See Below)
 CZ2034
 CZ2034.The horizontal coordinates were established by classical geodetic methods
 CZ2034.and adjusted by the National Geodetic Survey in August 1993.
 CZ2034
 CZ2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2034.The vertical order pertains to the NGVD 29 superseded value.
 CZ2034
 CZ2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2034
 CZ2034.The geoid height was determined by GEOID03.
 CZ2034
 CZ2034;                    North         East     Units Scale Factor Converg.
 CZ2034;SPC AZ C     -   203,556.557   242,705.960   MT  0.99991062   +0 10 11.9
 CZ2034;SPC AZ C     -   667,836.47    796,279.40   iFT  0.99991062   +0 10 11.9
 CZ2034;UTM  12      - 3,633,215.036   443,546.956   MT  0.99963930   -0 19 37.5
 CZ2034
 CZ2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2034!SPC AZ C     -   0.99993372  x   0.99991062  =   0.99984434
 CZ2034!UTM  12      -   0.99993372  x   0.99963930  =   0.99957304
 CZ2034
 CZ2034|---------------------------------------------------------------------|
 CZ2034| PID    Reference Object                     Distance      Geod. Az  |
 CZ2034|                                                           dddmmss.s |
 CZ2034| CH4207 AN 47 RM NE                           8.836 METERS 04413     |
 CZ2034| CH4208 AN 47 RM SE                           8.835 METERS 13415     |
 CZ2034| CZ2043 FOUR                                APPROX. 2.9 KM 2421614.5 |
 CZ2034|---------------------------------------------------------------------|
 CZ2034
 CZ2034                          SUPERSEDED SURVEY CONTROL
 CZ2034
 CZ2034  NAD 83(1986)-  32 50 07.89907(N)    111 36 11.51562(W) AD(       ) 1
 CZ2034  NAD 27      -  32 50 07.68505(N)    111 36 09.06581(W) AD(       ) 1
 CZ2034  NGVD 29 (07/19/86)  451.70   (m)         1482.0    (f) LEVELING    3  
 CZ2034
 CZ2034.Superseded values are not recommended for survey control.
 CZ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2034.See file dsdata.txt to determine how the superseded data were derived.
 CZ2034
 CZ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4354733215(NAD 83)
 CZ2034_MARKER: DD = SURVEY DISK
 CZ2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2034
 CZ2034  HISTORY     - Date     Condition        Report By
 CZ2034  HISTORY     - 1967     MONUMENTED       DMA
 CZ2034  HISTORY     - 20080530 MARK NOT FOUND   CAP
 CZ2034
 CZ2034                          STATION DESCRIPTION
 CZ2034
 CZ2034'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2034'T-7-S.  R-7-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2034'
 CZ2034'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2034'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2034'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2034'IS STAMPED--AN 47 1967 ARMY MAP SERVICE.
 CZ2034'
 CZ2034'THE STATION MARK IS LOCATED 97 FEET SOUTH OF EAST-WEST
 CZ2034'ROAD.  324 FEET WEST OF NORTH-SOUTH ROAD.  289 FEET WEST OF THE
 CZ2034'NORTH-SOUTH POWERLINE.
 CZ2034'
 CZ2034'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2034'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO PAVED
 CZ2034'ROAD EAST.  TURN LEFT AND GO EAST FOR 6.5 MILES TO
 CZ2034'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROAD
 CZ2034'AND THE STATION SITE.
 CZ2034
 CZ2034                          STATION RECOVERY (2008)
 CZ2034
 CZ2034'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 CZ2034'SEARCHED FOR, NOT FOUND, FALLS UNDER MOBILE HOME, PROPERTY OWNER
 CZ2034'DID NOT SEE MONUMENT WHEN THE MOBILE HOME WAS SET UP ON THE LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2032 ***********************************************************************
 CZ2032  DESIGNATION -  AN 48
 CZ2032  PID         -  CZ2032
 CZ2032  STATE/COUNTY-  AZ/PINAL
 CZ2032  USGS QUAD   -  ELOY NORTH (1992)
 CZ2032
 CZ2032                         *CURRENT SURVEY CONTROL
 CZ2032  ___________________________________________________________________
 CZ2032* NAD 83(1992)-  32 49 17.58508(N)    111 36 09.27443(W)     ADJUSTED  
 CZ2032* NAVD 88     -       455.49   (+/-2cm)    1494.4    (feet)  VERTCON   
 CZ2032  ___________________________________________________________________
 CZ2032  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2032  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ2032  HORZ ORDER  -  FIRST
 CZ2032  VERT ORDER  -  THIRD ? (See Below)
 CZ2032
 CZ2032.The horizontal coordinates were established by classical geodetic methods
 CZ2032.and adjusted by the National Geodetic Survey in August 1993.
 CZ2032
 CZ2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2032.The vertical order pertains to the NGVD 29 superseded value.
 CZ2032
 CZ2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2032
 CZ2032.The geoid height was determined by GEOID03.
 CZ2032
 CZ2032;                    North         East     Units Scale Factor Converg.
 CZ2032;SPC AZ C     -   202,006.752   242,768.827   MT  0.99991066   +0 10 12.9
 CZ2032;SPC AZ C     -   662,751.81    796,485.65   iFT  0.99991066   +0 10 12.9
 CZ2032;UTM  12      - 3,631,665.166   443,596.366   MT  0.99963923   -0 19 35.8
 CZ2032
 CZ2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2032!SPC AZ C     -   0.99993320  x   0.99991066  =   0.99984387
 CZ2032!UTM  12      -   0.99993320  x   0.99963923  =   0.99957246
 CZ2032
 CZ2032|---------------------------------------------------------------------|
 CZ2032| PID    Reference Object                     Distance      Geod. Az  |
 CZ2032|                                                           dddmmss.s |
 CZ2032| CH4209 AN 48 RM NE                           8.835 METERS 04433     |
 CZ2032| CH4210 AN 48 RM SE                           8.837 METERS 13433     |
 CZ2032| CZ2043 FOUR                                APPROX. 2.6 KM 2742909.3 |
 CZ2032|---------------------------------------------------------------------|
 CZ2032
 CZ2032                          SUPERSEDED SURVEY CONTROL
 CZ2032
 CZ2032  NAD 83(1986)-  32 49 17.58011(N)    111 36 09.27513(W) AD(       ) 1
 CZ2032  NAD 27      -  32 49 17.36466(N)    111 36 06.82681(W) AD(       ) 1
 CZ2032  NGVD 29 (07/19/86)  454.97   (m)         1492.7    (f) LEVELING    3  
 CZ2032
 CZ2032.Superseded values are not recommended for survey control.
 CZ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2032.See file dsdata.txt to determine how the superseded data were derived.
 CZ2032
 CZ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4359631665(NAD 83)
 CZ2032_MARKER: DD = SURVEY DISK
 CZ2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2032
 CZ2032  HISTORY     - Date     Condition        Report By
 CZ2032  HISTORY     - 1967     MONUMENTED       DMA
 CZ2032
 CZ2032                          STATION DESCRIPTION
 CZ2032
 CZ2032'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2032'T-7-S.  R-7-E.  IN SECTION 10 NEAR THE SOUTHEAST CORNER.
 CZ2032'
 CZ2032'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2032'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2032'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2032'STAMPED--AN 48 1967 ARMY MAP SERVICE.
 CZ2032'
 CZ2032'THE STATION MARK IS LOCATED 72 FEET NORTH OF THE EAST-WEST
 CZ2032'POWERLINE.  111 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2032'ROAD.  142 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2032'
 CZ2032'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2032'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 3.3 MILES TO PAVED
 CZ2032'ROAD EAST.  TURN LEFT AND GO EAST FOR 6.5 MILES TO CROSSROAD.  TURN
 CZ2032'RIGHT AND GO SOUTH FOR 2.0 MILES TO CROSSROAD AND THE STATION
 CZ2032'SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2029 ***********************************************************************
 CZ2029  DESIGNATION -  AN 49
 CZ2029  PID         -  CZ2029
 CZ2029  STATE/COUNTY-  AZ/PINAL
 CZ2029  USGS QUAD   -  ELOY NORTH (1992)
 CZ2029
 CZ2029                         *CURRENT SURVEY CONTROL
 CZ2029  ___________________________________________________________________
 CZ2029* NAD 83(1992)-  32 48 23.25996(N)    111 36 02.53079(W)     ADJUSTED  
 CZ2029* NAVD 88     -       458.83   (+/-2cm)    1505.3    (feet)  VERTCON   
 CZ2029  ___________________________________________________________________
 CZ2029  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CZ2029  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2029  HORZ ORDER  -  FIRST
 CZ2029  VERT ORDER  -  THIRD ? (See Below)
 CZ2029
 CZ2029.The horizontal coordinates were established by classical geodetic methods
 CZ2029.and adjusted by the National Geodetic Survey in August 1993.
 CZ2029
 CZ2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2029.The vertical order pertains to the NGVD 29 superseded value.
 CZ2029
 CZ2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2029
 CZ2029.The geoid height was determined by GEOID03.
 CZ2029
 CZ2029;                    North         East     Units Scale Factor Converg.
 CZ2029;SPC AZ C     -   200,333.899   242,949.223   MT  0.99991079   +0 10 16.3
 CZ2029;SPC AZ C     -   657,263.45    797,077.50   iFT  0.99991079   +0 10 16.3
 CZ2029;UTM  12      - 3,629,991.266   443,762.206   MT  0.99963900   -0 19 31.7
 CZ2029
 CZ2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2029!SPC AZ C     -   0.99993268  x   0.99991079  =   0.99984348
 CZ2029!UTM  12      -   0.99993268  x   0.99963900  =   0.99957171
 CZ2029
 CZ2029|---------------------------------------------------------------------|
 CZ2029| PID    Reference Object                     Distance      Geod. Az  |
 CZ2029|                                                           dddmmss.s |
 CZ2029| CH4211 AN 49 RM E                            8.841 METERS 08929     |
 CZ2029| CH4212 AN 49 RM S                            8.838 METERS 17929     |
 CZ2029| CZ2043 FOUR                                APPROX. 3.4 KM 3035616.4 |
 CZ2029|---------------------------------------------------------------------|
 CZ2029
 CZ2029                          SUPERSEDED SURVEY CONTROL
 CZ2029
 CZ2029  NAD 83(1986)-  32 48 23.25499(N)    111 36 02.53136(W) AD(       ) 1
 CZ2029  NAD 27      -  32 48 23.03813(N)    111 36 00.08472(W) AD(       ) 1
 CZ2029  NGVD 29 (07/19/86)  458.30   (m)         1503.6    (f) LEVELING    3  
 CZ2029
 CZ2029.Superseded values are not recommended for survey control.
 CZ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2029.See file dsdata.txt to determine how the superseded data were derived.
 CZ2029
 CZ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4376229991(NAD 83)
 CZ2029_MARKER: DD = SURVEY DISK
 CZ2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2029
 CZ2029  HISTORY     - Date     Condition        Report By
 CZ2029  HISTORY     - 1967     MONUMENTED       DMA
 CZ2029
 CZ2029                          STATION DESCRIPTION
 CZ2029
 CZ2029'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2029'T-7-S.  R-7-E.  IN SECTION 23 NEAR THE NORTHWEST CORNER.
 CZ2029'
 CZ2029'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2029'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2029'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2029'STAMPED--AN 49 1967 ARMY MAP SERVICE.
 CZ2029'
 CZ2029'THE STATION MARK IS LOCATED 80 FEET EAST OF THE CENTERLINE OF
 CZ2029'NORTH-SOUTH ROAD.  62 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 CZ2029'ROAD.
 CZ2029'
 CZ2029'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2029'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.3 MILES TO
 CZ2029'SHEDD ROAD.  TURN LEFT ON SHEDD ROAD AND GO EAST 0.9 MILE TO
 CZ2029'CROSSROAD (ESTRELLA ROAD).  TURN LEFT AND GO 1.0 MILE NORTH TO
 CZ2029'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2033 ***********************************************************************
 CZ2033  DESIGNATION -  AN 50
 CZ2033  PID         -  CZ2033
 CZ2033  STATE/COUNTY-  AZ/PINAL
 CZ2033  USGS QUAD   -  ELOY NORTH (1992)
 CZ2033
 CZ2033                         *CURRENT SURVEY CONTROL
 CZ2033  ___________________________________________________________________
 CZ2033* NAD 83(1992)-  32 47 34.63671(N)    111 36 11.42983(W)     ADJUSTED  
 CZ2033* NAVD 88     -       461.69   (+/-2cm)    1514.7    (feet)  VERTCON   
 CZ2033  ___________________________________________________________________
 CZ2033  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ2033  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2033  HORZ ORDER  -  FIRST
 CZ2033  VERT ORDER  -  THIRD ? (See Below)
 CZ2033
 CZ2033.The horizontal coordinates were established by classical geodetic methods
 CZ2033.and adjusted by the National Geodetic Survey in August 1993.
 CZ2033
 CZ2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2033.The vertical order pertains to the NGVD 29 superseded value.
 CZ2033
 CZ2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2033
 CZ2033.The geoid height was determined by GEOID03.
 CZ2033
 CZ2033;                    North         East     Units Scale Factor Converg.
 CZ2033;SPC AZ C     -   198,835.472   242,722.168   MT  0.99991063   +0 10 11.2
 CZ2033;SPC AZ C     -   652,347.35    796,332.57   iFT  0.99991063   +0 10 11.2
 CZ2033;UTM  12      - 3,628,495.269   443,522.239   MT  0.99963933   -0 19 36.1
 CZ2033
 CZ2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2033!SPC AZ C     -   0.99993224  x   0.99991063  =   0.99984287
 CZ2033!UTM  12      -   0.99993224  x   0.99963933  =   0.99957159
 CZ2033
 CZ2033|---------------------------------------------------------------------|
 CZ2033| PID    Reference Object                     Distance      Geod. Az  |
 CZ2033|                                                           dddmmss.s |
 CZ2033| CH4213 AN 50 RM E                            8.841 METERS 08924     |
 CZ2033| CH4214 AN 50 RM S                            8.835 METERS 17928     |
 CZ2033| CZ2043 FOUR                                APPROX. 4.2 KM 3224935.1 |
 CZ2033|---------------------------------------------------------------------|
 CZ2033
 CZ2033                          SUPERSEDED SURVEY CONTROL
 CZ2033
 CZ2033  NAD 83(1986)-  32 47 34.63172(N)    111 36 11.43028(W) AD(       ) 1
 CZ2033  NAD 27      -  32 47 34.41398(N)    111 36 08.98458(W) AD(       ) 1
 CZ2033  NGVD 29 (07/19/86)  461.15   (m)         1513.0    (f) LEVELING    3  
 CZ2033
 CZ2033.Superseded values are not recommended for survey control.
 CZ2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2033.See file dsdata.txt to determine how the superseded data were derived.
 CZ2033
 CZ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4352228495(NAD 83)
 CZ2033_MARKER: DD = SURVEY DISK
 CZ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2033
 CZ2033  HISTORY     - Date     Condition        Report By
 CZ2033  HISTORY     - 1967     MONUMENTED       DMA
 CZ2033
 CZ2033                          STATION DESCRIPTION
 CZ2033
 CZ2033'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2033'T-7-S.  R-7-E.  IN SECTION 22 NEAR THE SOUTHEAST CORNER.
 CZ2033'
 CZ2033'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2033'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2033'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2033'50 1967 ARMY MAP SERVICE.
 CZ2033'
 CZ2033'THE STATION MARK IS LOCATED 81 FEET EAST-SOUTHEAST OF CURVE IN
 CZ2033'STREET.  75 FEET NORTHEAST OF SOUTHWEST CORNER OF LOT.  62 FEET
 CZ2033'SOUTH-SOUTHEAST OF NORTHWEST CORNER OF LOT.  111 FEET
 CZ2033'WEST-NORTHWEST OF SOUTHEAST CORNER OF LOT.  126 FEET
 CZ2033'WEST-SOUTHWEST OF NORTHEAST CORNER OF LOT.  ALL DISTANCES ARE IN
 CZ2033'REFERENCE TO LOT 3.
 CZ2033'
 CZ2033'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2033'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.3 MILES TO
 CZ2033'SHEDD ROAD.  TURN LEFT ON SHEDD ROAD AND GO EAST 0.9 MILE TO
 CZ2033'CROSSROAD (ESTRELLA ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1510 ***********************************************************************
 CZ1510  DESIGNATION -  AN 51
 CZ1510  PID         -  CZ1510
 CZ1510  STATE/COUNTY-  AZ/PINAL
 CZ1510  USGS QUAD   -  ELOY NORTH (1992)
 CZ1510
 CZ1510                         *CURRENT SURVEY CONTROL
 CZ1510  ___________________________________________________________________
 CZ1510* NAD 83(1992)-  32 46 40.44330(N)    111 36 06.79135(W)     ADJUSTED  
 CZ1510* NAVD 88     -       464.197  (meters)    1522.95   (feet)  ADJUSTED  
 CZ1510  ___________________________________________________________________
 CZ1510  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CZ1510  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1510  DYNAMIC HT  -         463.616 (meters)    1521.05  (feet)  COMP
 CZ1510  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 CZ1510  OBS GRAVITY -     979,372.3   (mgal)                       GRAV_OBS
 CZ1510
 CZ1510  HORZ ORDER  -  FIRST
 CZ1510  VERT ORDER  -  FIRST     CLASS II
 CZ1510
 CZ1510.The horizontal coordinates were established by classical geodetic methods
 CZ1510.and adjusted by the National Geodetic Survey in August 1993.
 CZ1510
 CZ1510.The orthometric height was determined by differential leveling
 CZ1510.and adjusted in November 1993.
 CZ1510
 CZ1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1510
 CZ1510.The geoid height was determined by GEOID03.
 CZ1510
 CZ1510.The dynamic height is computed by dividing the NAVD 88
 CZ1510.geopotential number by the normal gravity value computed on the
 CZ1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1510.degrees latitude (g = 980.6199 gals.).
 CZ1510
 CZ1510.The modeled gravity was interpolated from observed gravity values.
 CZ1510.The observed gravity was obtained from relative gravimeter ties
 CZ1510.to the IGSN71 gravity network.
 CZ1510
 CZ1510;                    North         East     Units Scale Factor Converg.
 CZ1510;SPC AZ C     -   197,166.519   242,847.815   MT  0.99991072   +0 10 13.5
 CZ1510;SPC AZ C     -   646,871.78    796,744.80   iFT  0.99991072   +0 10 13.5
 CZ1510;UTM  12      - 3,626,825.744   443,633.392   MT  0.99963918   -0 19 33.1
 CZ1510
 CZ1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1510!SPC AZ C     -   0.99993185  x   0.99991072  =   0.99984257
 CZ1510!UTM  12      -   0.99993185  x   0.99963918  =   0.99957105
 CZ1510
 CZ1510|---------------------------------------------------------------------|
 CZ1510| PID    Reference Object                     Distance      Geod. Az  |
 CZ1510|                                                           dddmmss.s |
 CZ1510| CH4215 AN 51 RM E                            8.835 METERS 08908     |
 CZ1510| CH4216 AN 51 RM S                            8.836 METERS 17917     |
 CZ1510| CZ2043 FOUR                                APPROX. 5.7 KM 3320059.3 |
 CZ1510|---------------------------------------------------------------------|
 CZ1510
 CZ1510                          SUPERSEDED SURVEY CONTROL
 CZ1510
 CZ1510  NAD 83(1986)-  32 46 40.43831(N)    111 36 06.79168(W) AD(       ) 1
 CZ1510  NAD 27      -  32 46 40.21928(N)    111 36 04.34741(W) AD(       ) 1
 CZ1510  NAVD 88 (06/15/91)  464.302  (m)         1523.30   (f) UNKNOWN     1 2
 CZ1510  NGVD 29 (??/??/92)  464.078  (m)         1522.56   (f) ADJ UNCH    1 2
 CZ1510
 CZ1510.Superseded values are not recommended for survey control.
 CZ1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1510.See file dsdata.txt to determine how the superseded data were derived.
 CZ1510
 CZ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4363326826(NAD 83)
 CZ1510_MARKER: DD = SURVEY DISK
 CZ1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1510_SP_SET: CONCRETE POST
 CZ1510_STAMPING: AN 51 1966 ARMY MAP SERVICE
 CZ1510_MARK LOGO: USE   
 CZ1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1510+STABILITY: SURFACE MOTION
 CZ1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1510+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1510
 CZ1510  HISTORY     - Date     Condition        Report By
 CZ1510  HISTORY     - 1966     MONUMENTED       AMS
 CZ1510  HISTORY     - 1967     GOOD             CGS
 CZ1510  HISTORY     - 1980     GOOD             NGS
 CZ1510  HISTORY     - 1984     GOOD             NGS
 CZ1510  HISTORY     - 19911205 GOOD             NGS
 CZ1510  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1510
 CZ1510                          STATION DESCRIPTION
 CZ1510
 CZ1510'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1966
 CZ1510'T-7-S.  R-7-E.  IN SECTION 26 NEAR THE SOUTHWEST CORNER.
 CZ1510'
 CZ1510'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1510'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1510'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ1510'IS STAMPED--AN 51 1966 ARMY MAP SERVICE.
 CZ1510'
 CZ1510'THE STATION MARK IS LOCATED 149 FEET NORTH OF THE CENTERLINE OF
 CZ1510'EAST-WEST ROAD.  109 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ1510'IRRIGATION DITCH.  68 FEET EAST OF EXTENDED CENTERLINE OF ROAD
 CZ1510'SOUTH (SECTION LINE ROAD).  35 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ1510'
 CZ1510'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1510'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ1510'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 1.0
 CZ1510'MILE TO JUNCTION OF HOUSER ROAD, INTERSTATE 10 AND TOLTEC
 CZ1510'HIGHWAY.  TURN LEFT AND GO EAST ON HOUSER ROAD FOR 1.0 MILE TO
 CZ1510'ROAD SOUTH AND THE STATION SITE.
 CZ1510
 CZ1510                          STATION RECOVERY (1967)
 CZ1510
 CZ1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CZ1510'3.5 MI NW FROM ELOY.
 CZ1510'ABOUT 3.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1510'STATION AT ELOY, THENCE 0.2 MILE SOUTHWEST ACROSS A CULTIVATED FIELD,
 CZ1510'IN S 26, T 7 S, R 7 E, 0.2 MILE SOUTHWEST OF MILEPOST NUMBER 930, 0.1
 CZ1510'MILE EAST OF A STUCCO HOUSE, 160 FEET SOUTH OF A POWER POLE, 145 FEET
 CZ1510'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 35 FEET EAST OF A ROW OF
 CZ1510'POWER POLES, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 CZ1510'TOP OF A CONCRETE POST.
 CZ1510
 CZ1510                          STATION RECOVERY (1980)
 CZ1510
 CZ1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1510'18.8 KM SE FROM CASA GRANDE.
 CZ1510'18.3 KILOMETERS (11.35 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1510'RAILWAY FROM THE STATION IN CASA GRANDE, THENCE 0.5 KILOMETERS (0.3
 CZ1510'MILES) WEST ALONG HOUSER ROAD, AT THE JUNCTION OF CURRY ROAD, SET IN
 CZ1510'TOP OF A CONCRETE POST IN THE CENTER OF AN 18.3-METER (60.0-FOOT)
 CZ1510'CONCRETE CROSS USED FOR TOPOGRAPHIC CONTROL, ALSO 0.2 KILOMETER (0.1
 CZ1510'MILE) EAST OF AN OLD HOUSE FOUNDATION, 44.2 METERS (145 FEET) NORTH
 CZ1510'OF THE CENTERLINE OF HOUSER ROAD, 48.8 METERS (160 FEET) SOUTH OF A
 CZ1510'POWER LINE POLE, 10.6 METERS (35.0 FEET) EAST OF THE CENTERLINE OF
 CZ1510'A NORTH-SOUTH POWER LINE. NOTE-THE OLD DESCRIPTION DESIGNATES THIS
 CZ1510'MARK AS AH 51 USE, BUT THE LOCATION AND STAMPING INDICATE IT TO
 CZ1510'ACTUALLY BE AN 51 USE.
 CZ1510
 CZ1510                          STATION RECOVERY (1984)
 CZ1510
 CZ1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1510'RECOVERED IN GOOD CONDITION.
 CZ1510
 CZ1510                          STATION RECOVERY (1991)
 CZ1510
 CZ1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1510'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1510'ELOY, THENCE 4.8 KM (3.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1510'THENCE 0.5 KM (0.30 MI) WESTERLY ALONG HOUSER ROAD, NEAR THE CENTER
 CZ1510'OF 4 CONCRETE SLABS THAT FORM A CROSS FOR TOPOGRAPHIC CONTROL, 44.7 M
 CZ1510'(146.7 FT) NORTH OF THE ROAD CENTER, 36.9 M (121.1 FT)
 CZ1510'NORTH-NORTHEAST OF A UTILITY LIGHT POLE WITH 2 GUY CABLES, 30.9 M
 CZ1510'(101.4 FT) EAST OF THE EAST FACE OF A BRICK WALL SURROUNDING A LARGE
 CZ1510'WATER TANK, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 CZ1510'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 CZ1510
 CZ1510                          STATION RECOVERY (2007)
 CZ1510
 CZ1510'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1583 ***********************************************************************
 CZ1583  DESIGNATION -  AN 52
 CZ1583  PID         -  CZ1583
 CZ1583  STATE/COUNTY-  AZ/PINAL
 CZ1583  USGS QUAD   -  ELOY NORTH (1992)
 CZ1583
 CZ1583                         *CURRENT SURVEY CONTROL
 CZ1583  ___________________________________________________________________
 CZ1583* NAD 83(1992)-  32 45 49.32475(N)    111 36 09.77274(W)     ADJUSTED  
 CZ1583* NAVD 88     -       466.84   (+/-2cm)    1531.6    (feet)  VERTCON   
 CZ1583  ___________________________________________________________________
 CZ1583  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ1583  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1583  HORZ ORDER  -  FIRST
 CZ1583  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1583
 CZ1583.The horizontal coordinates were established by classical geodetic methods
 CZ1583.and adjusted by the National Geodetic Survey in August 1993.
 CZ1583
 CZ1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1583.The vertical order pertains to the NGVD 29 superseded value.
 CZ1583
 CZ1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1583
 CZ1583.The geoid height was determined by GEOID03.
 CZ1583
 CZ1583;                    North         East     Units Scale Factor Converg.
 CZ1583;SPC AZ C     -   195,591.695   242,774.904   MT  0.99991067   +0 10 11.7
 CZ1583;SPC AZ C     -   641,705.04    796,505.59   iFT  0.99991067   +0 10 11.7
 CZ1583;UTM  12      - 3,625,252.038   443,546.870   MT  0.99963930   -0 19 34.3
 CZ1583
 CZ1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1583!SPC AZ C     -   0.99993143  x   0.99991067  =   0.99984211
 CZ1583!UTM  12      -   0.99993143  x   0.99963930  =   0.99957076
 CZ1583
 CZ1583|---------------------------------------------------------------------|
 CZ1583| PID    Reference Object                     Distance      Geod. Az  |
 CZ1583|                                                           dddmmss.s |
 CZ1583| CH4217 AN 52 RM E                            8.835 METERS 08937     |
 CZ1583| CH4218 AN 52 RM S                            8.832 METERS 17937     |
 CZ1583| CZ2040 AM 52                               APPROX. 1.7 KM 2682924.9 |
 CZ1583|---------------------------------------------------------------------|
 CZ1583
 CZ1583                          SUPERSEDED SURVEY CONTROL
 CZ1583
 CZ1583  NAD 83(1986)-  32 45 49.31976(N)    111 36 09.77295(W) AD(       ) 1
 CZ1583  NAD 27      -  32 45 49.10000(N)    111 36 07.32972(W) AD(       ) 1
 CZ1583  NGVD 29 (??/??/92)  466.291  (m)         1529.82   (f) ADJ UNCH    1 2
 CZ1583
 CZ1583.Superseded values are not recommended for survey control.
 CZ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1583.See file dsdata.txt to determine how the superseded data were derived.
 CZ1583
 CZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4354725252(NAD 83)
 CZ1583_MARKER: DD = SURVEY DISK
 CZ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1583_STAMPING: ARMY MAP SERVICE AN 52
 CZ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1583+STABILITY: SURFACE MOTION
 CZ1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1583+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1583
 CZ1583  HISTORY     - Date     Condition        Report By
 CZ1583  HISTORY     - 1966     MONUMENTED       DMA
 CZ1583  HISTORY     - 1975     GOOD             AZDT
 CZ1583  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1583
 CZ1583                          STATION DESCRIPTION
 CZ1583
 CZ1583'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ1583'T-7-S.  R-7-E.  IN SECTION 34 NEAR THE SOUTHEAST CORNER.
 CZ1583'
 CZ1583'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ1583'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ1583'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ1583'STAMPED--AN 52 1966 ARMY MAP SERVICE.
 CZ1583'
 CZ1583'THE STATION MARK IS LOCATED 104 FEET WEST OF THE CENTERLINE OF
 CZ1583'NORTH-SOUTH ROAD.  141 FEET WEST OF THE NORTH-SOUTH POWERLINE.  192
 CZ1583'FEET NORTH OF THE CENTERLINE OF AN ABANDONED EAST-WEST IRRIGATION
 CZ1583'DITCH.  215 FEET NORTH OF EAST-WEST POWERLINE.  245 FEET NORTH
 CZ1583'OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ1583'
 CZ1583'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ1583'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ1583'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 2.0 MILES
 CZ1583'TO CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO THE STATION
 CZ1583'SITE.
 CZ1583
 CZ1583                          STATION RECOVERY (1975)
 CZ1583
 CZ1583'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1583'6.15 MI NW FROM ELOY.
 CZ1583'FROM MILEPOST 205, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES. THENCE
 CZ1583'PACK SOUTH ABOUT 900 FT. AND TO THE STATION.  300 FT. NORTH OF
 CZ1583'BATTAGLIA ROAD.  AN ARMY MAP SERVICE BRASS CAP, SET IN A 10 IN.
 CZ1583'CONCRETE POST, UP 0.1 FT., AND SUROUNDED BY A 10 IN. CONCRETE MONUMENT
 CZ1583'AND FLANKED ON 4 SIDES BY 25 FT. CONCRETE PETALS.
 CZ1583
 CZ1583                          STATION RECOVERY (2008)
 CZ1583
 CZ1583'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2140 ***********************************************************************
 CZ2140  DESIGNATION -  AN 53
 CZ2140  PID         -  CZ2140
 CZ2140  STATE/COUNTY-  AZ/PINAL
 CZ2140  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2140
 CZ2140                         *CURRENT SURVEY CONTROL
 CZ2140  ___________________________________________________________________
 CZ2140* NAD 83(1992)-  32 44 53.87687(N)    111 36 10.30652(W)     ADJUSTED  
 CZ2140* NAVD 88     -       470.70   (+/-2cm)    1544.3    (feet)  VERTCON   
 CZ2140  ___________________________________________________________________
 CZ2140  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2140  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2140  HORZ ORDER  -  FIRST
 CZ2140  VERT ORDER  -  THIRD ? (See Below)
 CZ2140
 CZ2140.The horizontal coordinates were established by classical geodetic methods
 CZ2140.and adjusted by the National Geodetic Survey in August 1993.
 CZ2140
 CZ2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2140.The vertical order pertains to the NGVD 29 superseded value.
 CZ2140
 CZ2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2140
 CZ2140.The geoid height was determined by GEOID03.
 CZ2140
 CZ2140;                    North         East     Units Scale Factor Converg.
 CZ2140;SPC AZ C     -   193,883.710   242,766.074   MT  0.99991066   +0 10 11.1
 CZ2140;SPC AZ C     -   636,101.41    796,476.62   iFT  0.99991066   +0 10 11.1
 CZ2140;UTM  12      - 3,623,544.656   443,523.261   MT  0.99963933   -0 19 34.1
 CZ2140
 CZ2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2140!SPC AZ C     -   0.99993083  x   0.99991066  =   0.99984150
 CZ2140!UTM  12      -   0.99993083  x   0.99963933  =   0.99957019
 CZ2140
 CZ2140|---------------------------------------------------------------------|
 CZ2140| PID    Reference Object                     Distance      Geod. Az  |
 CZ2140|                                                           dddmmss.s |
 CZ2140| CH4219 AN 53 RM E                            8.838 METERS 08920     |
 CZ2140| CH4220 AN 53 RM S                            8.841 METERS 17917     |
 CZ2140| CZ2043 FOUR                                APPROX. 8.7 KM 3424339.0 |
 CZ2140|---------------------------------------------------------------------|
 CZ2140
 CZ2140                          SUPERSEDED SURVEY CONTROL
 CZ2140
 CZ2140  NAD 83(1986)-  32 44 53.87187(N)    111 36 10.30661(W) AD(       ) 1
 CZ2140  NAD 27      -  32 44 53.65085(N)    111 36 07.86462(W) AD(       ) 1
 CZ2140  NGVD 29 (07/19/86)  470.15   (m)         1542.5    (f) LEVELING    3  
 CZ2140
 CZ2140.Superseded values are not recommended for survey control.
 CZ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2140.See file dsdata.txt to determine how the superseded data were derived.
 CZ2140
 CZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4352323545(NAD 83)
 CZ2140_MARKER: DD = SURVEY DISK
 CZ2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2140
 CZ2140  HISTORY     - Date     Condition        Report By
 CZ2140  HISTORY     - 1966     MONUMENTED       DMA
 CZ2140
 CZ2140                          STATION DESCRIPTION
 CZ2140
 CZ2140'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2140'T-8-S.  R-7-E.  IN SECTION 10 NEAR THE NORTHEAST CORNER.
 CZ2140'
 CZ2140'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2140'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2140'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2140'53 1966 ARMY MAP SERVICE.
 CZ2140'
 CZ2140'THE STATION MARK IS LOCATED 44 FEET WEST OF THE CENTERLINE OF
 CZ2140'NORTH-SOUTH IRRIGATION DITCH.  88 FEET WEST OF THE CENTERLINE OF
 CZ2140'NORTH-SOUTH ROAD.  48 FEET SOUTH OF THE EAST-WEST POWERLINE.  81
 CZ2140'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2140'
 CZ2140'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2140'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2140'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 3.0
 CZ2140'MILES TO ALSDORF ROAD.  TURN LEFT AND GO 1.0 MILE EAST TO
 CZ2140'CROSSROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2151 ***********************************************************************
 CZ2151  DESIGNATION -  AN 54
 CZ2151  PID         -  CZ2151
 CZ2151  STATE/COUNTY-  AZ/PINAL
 CZ2151  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2151
 CZ2151                         *CURRENT SURVEY CONTROL
 CZ2151  ___________________________________________________________________
 CZ2151* NAD 83(1992)-  32 44 01.52134(N)    111 36 08.78125(W)     ADJUSTED  
 CZ2151* NAVD 88     -       473.60   (+/-2cm)    1553.8    (feet)  VERTCON   
 CZ2151  ___________________________________________________________________
 CZ2151  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2151  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2151  HORZ ORDER  -  FIRST
 CZ2151  VERT ORDER  -  THIRD ? (See Below)
 CZ2151
 CZ2151.The horizontal coordinates were established by classical geodetic methods
 CZ2151.and adjusted by the National Geodetic Survey in August 1993.
 CZ2151
 CZ2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2151.The vertical order pertains to the NGVD 29 superseded value.
 CZ2151
 CZ2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2151
 CZ2151.The geoid height was determined by GEOID03.
 CZ2151
 CZ2151;                    North         East     Units Scale Factor Converg.
 CZ2151;SPC AZ C     -   192,271.139   242,810.560   MT  0.99991069   +0 10 11.7
 CZ2151;SPC AZ C     -   630,810.82    796,622.57   iFT  0.99991069   +0 10 11.7
 CZ2151;UTM  12      - 3,621,932.199   443,553.784   MT  0.99963929   -0 19 32.8
 CZ2151
 CZ2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2151!SPC AZ C     -   0.99993038  x   0.99991069  =   0.99984108
 CZ2151!UTM  12      -   0.99993038  x   0.99963929  =   0.99956969
 CZ2151
 CZ2151:                Primary Azimuth Mark                     Grid Az
 CZ2151:SPC AZ C     -  AN 55                                    180 35 25.7
 CZ2151:UTM  12      -  AN 55                                    181 05 10.2
 CZ2151
 CZ2151|---------------------------------------------------------------------|
 CZ2151| PID    Reference Object                     Distance      Geod. Az  |
 CZ2151|                                                           dddmmss.s |
 CZ2151| CZ2138 AN 55                               APPROX. 1.6 KM 1804537.4 |
 CZ2151|---------------------------------------------------------------------|
 CZ2151
 CZ2151                          SUPERSEDED SURVEY CONTROL
 CZ2151
 CZ2151  NAD 83(1986)-  32 44 01.51634(N)    111 36 08.78123(W) AD(       ) 1
 CZ2151  NAD 27      -  32 44 01.29385(N)    111 36 06.34047(W) AD(       ) 1
 CZ2151  NGVD 29 (07/19/86)  473.04   (m)         1552.0    (f) LEVELING    3  
 CZ2151
 CZ2151.Superseded values are not recommended for survey control.
 CZ2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2151.See file dsdata.txt to determine how the superseded data were derived.
 CZ2151
 CZ2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4355421932(NAD 83)
 CZ2151_MARKER: DD = SURVEY DISK
 CZ2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2151+STABILITY: SURFACE MOTION
 CZ2151
 CZ2151  HISTORY     - Date     Condition        Report By
 CZ2151  HISTORY     - 1966     MONUMENTED       DMA
 CZ2151  HISTORY     - 1968     SEE DESCRIPTION  DMA
 CZ2151
 CZ2151                          STATION DESCRIPTION
 CZ2151
 CZ2151'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2151'T-8-S.  R-7-E.  IN SECTION 14 NEAR THE NORTHWEST CORNER.
 CZ2151'
 CZ2151'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2151'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2151'DIAMETER PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2151'MARK IS STAMPED--AN 54 1966 ARMY MAP SERVICE.
 CZ2151'
 CZ2151'THE STATION MARK IS LOCATED 47 FEET SOUTH OF THE CENTERLINE OF
 CZ2151'EAST-WEST FIELD ROAD.  102 FEET SOUTH OF THE CENTERLINE OF
 CZ2151'EAST-WEST ROAD.  122 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2151'ROAD.  68 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH FIELD
 CZ2151'ROAD.  83 FEET EAST OF THE NORTH-SOUTH POWERLINE.  159 FEET
 CZ2151'SOUTHEAST OF THE INTERSECTING CENTERLINES OF EAST-WEST AND
 CZ2151'NORTH-SOUTH ROADS.
 CZ2151'
 CZ2151'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2151'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2151'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 4.0
 CZ2151'MILES TO MILLIGAN ROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO
 CZ2151'CROSSROAD AND THE STATION SITE.
 CZ2151
 CZ2151                          STATION RECOVERY (1968)
 CZ2151
 CZ2151'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 CZ2151'AMS FIELD PARTY FOUND THE MARK HAD BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2138 ***********************************************************************
 CZ2138  DESIGNATION -  AN 55
 CZ2138  PID         -  CZ2138
 CZ2138  STATE/COUNTY-  AZ/PINAL
 CZ2138  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2138
 CZ2138                         *CURRENT SURVEY CONTROL
 CZ2138  ___________________________________________________________________
 CZ2138* NAD 83(1992)-  32 43 09.26213(N)    111 36 09.60173(W)     ADJUSTED  
 CZ2138* NAVD 88     -       475.89   (+/-2cm)    1561.3    (feet)  VERTCON   
 CZ2138  ___________________________________________________________________
 CZ2138  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CZ2138  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2138  HORZ ORDER  -  FIRST
 CZ2138  VERT ORDER  -  THIRD ? (See Below)
 CZ2138
 CZ2138.The horizontal coordinates were established by classical geodetic methods
 CZ2138.and adjusted by the National Geodetic Survey in August 1993.
 CZ2138
 CZ2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2138.The vertical order pertains to the NGVD 29 superseded value.
 CZ2138
 CZ2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2138
 CZ2138.The geoid height was determined by GEOID03.
 CZ2138
 CZ2138;                    North         East     Units Scale Factor Converg.
 CZ2138;SPC AZ C     -   190,661.359   242,793.969   MT  0.99991068   +0 10 11.0
 CZ2138;SPC AZ C     -   625,529.39    796,568.14   iFT  0.99991068   +0 10 11.0
 CZ2138;UTM  12      - 3,620,323.059   443,523.277   MT  0.99963933   -0 19 32.8
 CZ2138
 CZ2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2138!SPC AZ C     -   0.99993002  x   0.99991068  =   0.99984071
 CZ2138!UTM  12      -   0.99993002  x   0.99963933  =   0.99956938
 CZ2138
 CZ2138|---------------------------------------------------------------------|
 CZ2138| PID    Reference Object                     Distance      Geod. Az  |
 CZ2138|                                                           dddmmss.s |
 CZ2138| CH4223 AN 55 RM E                            8.837 METERS 08916     |
 CZ2138| CH4224 AN 55 RM S                            8.829 METERS 17917     |
 CZ2138| CZ2146 AM 55                               APPROX. 1.6 KM 2715858.0 |
 CZ2138|---------------------------------------------------------------------|
 CZ2138
 CZ2138                          SUPERSEDED SURVEY CONTROL
 CZ2138
 CZ2138  NAD 83(1986)-  32 43 09.25712(N)    111 36 09.60160(W) AD(       ) 1
 CZ2138  NAD 27      -  32 43 09.03317(N)    111 36 07.16202(W) AD(       ) 1
 CZ2138  NGVD 29 (07/19/86)  475.33   (m)         1559.5    (f) LEVELING    3  
 CZ2138
 CZ2138.Superseded values are not recommended for survey control.
 CZ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2138.See file dsdata.txt to determine how the superseded data were derived.
 CZ2138
 CZ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4352320323(NAD 83)
 CZ2138_MARKER: DD = SURVEY DISK
 CZ2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2138_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2138
 CZ2138  HISTORY     - Date     Condition        Report By
 CZ2138  HISTORY     - 1966     MONUMENTED       DMA
 CZ2138
 CZ2138                          STATION DESCRIPTION
 CZ2138
 CZ2138'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2138'T-8-S.  R-7-E.  IN SECTION 23 NEAR THE NORTHWEST CORNER.
 CZ2138'
 CZ2138'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2138'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2138'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2138'IS STAMPED--AN 55 1966 ARMY MAP SERVICE.
 CZ2138'
 CZ2138'THE STATION MARK IS LOCATED 96 FEET SOUTH OF THE CENTERLINE OF
 CZ2138'EAST-WEST ROAD.  59 FEET SOUTH OF THE EAST-WEST POWERLINE.  52
 CZ2138'FEET EAST OF NORTH-SOUTH POWERLINE.  91 FEET EAST OF THE CENTERLINE
 CZ2138'OF NORTH-SOUTH ROAD.
 CZ2138'
 CZ2138'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2138'GRANDE, GO SOUTHEAST ON HIGHWAYS 84 AND 93 FOR 10.2 MILES
 CZ2138'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 5.0 MILES
 CZ2138'TO PHILLIPS ROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO CROSSROAD
 CZ2138'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2142 ***********************************************************************
 CZ2142  DESIGNATION -  AN 56
 CZ2142  PID         -  CZ2142
 CZ2142  STATE/COUNTY-  AZ/PINAL
 CZ2142  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2142
 CZ2142                         *CURRENT SURVEY CONTROL
 CZ2142  ___________________________________________________________________
 CZ2142* NAD 83(1992)-  32 42 19.18216(N)    111 36 12.00715(W)     ADJUSTED  
 CZ2142* NAVD 88     -       479.13   (+/-2cm)    1571.9    (feet)  VERTCON   
 CZ2142  ___________________________________________________________________
 CZ2142  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CZ2142  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2142  HORZ ORDER  -  FIRST
 CZ2142  VERT ORDER  -  THIRD ? (See Below)
 CZ2142
 CZ2142.The horizontal coordinates were established by classical geodetic methods
 CZ2142.and adjusted by the National Geodetic Survey in August 1993.
 CZ2142
 CZ2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2142.The vertical order pertains to the NGVD 29 superseded value.
 CZ2142
 CZ2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2142
 CZ2142.The geoid height was determined by GEOID03.
 CZ2142
 CZ2142;                    North         East     Units Scale Factor Converg.
 CZ2142;SPC AZ C     -   189,118.586   242,735.894   MT  0.99991064   +0 10 09.5
 CZ2142;SPC AZ C     -   620,467.80    796,377.60   iFT  0.99991064   +0 10 09.5
 CZ2142;UTM  12      - 3,618,781.264   443,451.885   MT  0.99963943   -0 19 33.6
 CZ2142
 CZ2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2142!SPC AZ C     -   0.99992951  x   0.99991064  =   0.99984016
 CZ2142!UTM  12      -   0.99992951  x   0.99963943  =   0.99956897
 CZ2142
 CZ2142|---------------------------------------------------------------------|
 CZ2142| PID    Reference Object                     Distance      Geod. Az  |
 CZ2142|                                                           dddmmss.s |
 CZ2142| CH4225 AN 56 RM E                            8.828 METERS 08924     |
 CZ2142| CH4226 AN 56 RM S                            8.833 METERS 17923     |
 CZ2142| CZ2148 AM 56                               APPROX. 1.6 KM 2671103.8 |
 CZ2142|---------------------------------------------------------------------|
 CZ2142
 CZ2142                          SUPERSEDED SURVEY CONTROL
 CZ2142
 CZ2142  NAD 83(1986)-  32 42 19.17716(N)    111 36 12.00691(W) AD(       ) 1
 CZ2142  NAD 27      -  32 42 18.95173(N)    111 36 09.56845(W) AD(       ) 1
 CZ2142  NGVD 29 (07/19/86)  478.57   (m)         1570.1    (f) LEVELING    3  
 CZ2142
 CZ2142.Superseded values are not recommended for survey control.
 CZ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2142.See file dsdata.txt to determine how the superseded data were derived.
 CZ2142
 CZ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4345218781(NAD 83)
 CZ2142_MARKER: DD = SURVEY DISK
 CZ2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2142
 CZ2142  HISTORY     - Date     Condition        Report By
 CZ2142  HISTORY     - 1966     MONUMENTED       DMA
 CZ2142
 CZ2142                          STATION DESCRIPTION
 CZ2142
 CZ2142'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2142'T-8-S.  R-7-E.  IN SECTION 22 NEAR THE SOUTHEAST CORNER.
 CZ2142'
 CZ2142'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2142'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2142'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2142'IS STAMPED--AN 56 1966 ARMY MAP SERVICE.
 CZ2142'
 CZ2142'THE STATION MARK IS LOCATED 36.0 FEET EAST OF THE CENTERLINE
 CZ2142'OF NORTH-SOUTH IRRIGATION DITCH.  68.0 FEET NORTH-NORTHEAST OF
 CZ2142'THE CENTERLINES (INTERSECTING) OF EAST-WEST IRRIGATION DITCH
 CZ2142'AND FIELD ROAD.  99.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2142'ROAD.  134.0 FEET WEST OF THE NORTH-SOUTH POWERLINE.  136.0 FEET
 CZ2142'NORTHWEST OF THE INTERSECTING CENTERLINES OF NORTH-SOUTH ROAD
 CZ2142'AND FIELD ROAD EAST.
 CZ2142'
 CZ2142'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2142'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2142'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 6.0
 CZ2142'MILES TO SHAY ROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO
 CZ2142'CROSSROAD AND THE STATION SITE.
 CZ2142'
 CZ2142'NOTE TO CONTRACTOR--DO NOT DISTURB CONCRETE IRRIGATION
 CZ2142'DITCH ON WEST SIDE OF SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2143 ***********************************************************************
 CZ2143  DESIGNATION -  AN 57
 CZ2143  PID         -  CZ2143
 CZ2143  STATE/COUNTY-  AZ/PINAL
 CZ2143  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2143
 CZ2143                         *CURRENT SURVEY CONTROL
 CZ2143  ___________________________________________________________________
 CZ2143* NAD 83(1992)-  32 41 26.00447(N)    111 36 12.53405(W)     ADJUSTED  
 CZ2143* NAVD 88     -       482.42   (+/-2cm)    1582.7    (feet)  VERTCON   
 CZ2143  ___________________________________________________________________
 CZ2143  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 CZ2143  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2143  HORZ ORDER  -  FIRST
 CZ2143  VERT ORDER  -  THIRD ? (See Below)
 CZ2143
 CZ2143.The horizontal coordinates were established by classical geodetic methods
 CZ2143.and adjusted by the National Geodetic Survey in August 1993.
 CZ2143
 CZ2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2143.The vertical order pertains to the NGVD 29 superseded value.
 CZ2143
 CZ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2143
 CZ2143.The geoid height was determined by GEOID03.
 CZ2143
 CZ2143;                    North         East     Units Scale Factor Converg.
 CZ2143;SPC AZ C     -   187,480.544   242,727.009   MT  0.99991063   +0 10 09.0
 CZ2143;SPC AZ C     -   615,093.65    796,348.45   iFT  0.99991063   +0 10 09.0
 CZ2143;UTM  12      - 3,617,143.804   443,428.849   MT  0.99963946   -0 19 33.4
 CZ2143
 CZ2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2143!SPC AZ C     -   0.99992900  x   0.99991063  =   0.99983963
 CZ2143!UTM  12      -   0.99992900  x   0.99963946  =   0.99956848
 CZ2143
 CZ2143|---------------------------------------------------------------------|
 CZ2143| PID    Reference Object                     Distance      Geod. Az  |
 CZ2143|                                                           dddmmss.s |
 CZ2143| CH4227 AN 57 RM E                            8.824 METERS 08939     |
 CZ2143| CH4228 AN 57 RM S                            8.834 METERS 17937     |
 CZ2143| CZ2147 AM 57                               APPROX. 1.6 KM 2674438.0 |
 CZ2143|---------------------------------------------------------------------|
 CZ2143
 CZ2143                          SUPERSEDED SURVEY CONTROL
 CZ2143
 CZ2143  NAD 83(1986)-  32 41 25.99948(N)    111 36 12.53370(W) AD(       ) 1
 CZ2143  NAD 27      -  32 41 25.77244(N)    111 36 10.09650(W) AD(       ) 1
 CZ2143  NGVD 29 (07/19/86)  481.86   (m)         1580.9    (f) LEVELING    3  
 CZ2143
 CZ2143.Superseded values are not recommended for survey control.
 CZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2143.See file dsdata.txt to determine how the superseded data were derived.
 CZ2143
 CZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4342917144(NAD 83)
 CZ2143_MARKER: DD = SURVEY DISK
 CZ2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2143
 CZ2143  HISTORY     - Date     Condition        Report By
 CZ2143  HISTORY     - 1966     MONUMENTED       DMA
 CZ2143
 CZ2143                          STATION DESCRIPTION
 CZ2143
 CZ2143'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2143'T-8-S.  R-7-E.  IN SECTION 27 NEAR THE SOUTHEAST CORNER.
 CZ2143'
 CZ2143'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2143'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2143'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2143'STAMPED--AN 57 1966 ARMY MAP SERVICE.
 CZ2143'
 CZ2143'THE STATION MARK IS LOCATED 72 FEET EAST OF THE CENTERLINE OF
 CZ2143'NORTH-SOUTH IRRIGATION DITCH.  65 FEET NORTH OF THE CENTERLINE OF
 CZ2143'EAST-WEST ROAD.  88 FEET NORTH OF THE EAST-WEST POWERLINE.  140
 CZ2143'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  177 FEET WEST
 CZ2143'OF THE NORTH-SOUTH POWERLINE.
 CZ2143'
 CZ2143'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2143'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2143'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 7.0
 CZ2143'MILES TO NUTT ROAD.  TURN LEFT AND GO 1.0 MILE EAST TO THE
 CZ2143'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2141 ***********************************************************************
 CZ2141  DESIGNATION -  AN 58
 CZ2141  PID         -  CZ2141
 CZ2141  STATE/COUNTY-  AZ/PINAL
 CZ2141  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2141
 CZ2141                         *CURRENT SURVEY CONTROL
 CZ2141  ___________________________________________________________________
 CZ2141* NAD 83(1992)-  32 40 32.15732(N)    111 36 11.83913(W)     ADJUSTED  
 CZ2141* NAVD 88     -       485.94   (+/-2cm)    1594.3    (feet)  VERTCON   
 CZ2141  ___________________________________________________________________
 CZ2141  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CZ2141  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2141  HORZ ORDER  -  FIRST
 CZ2141  VERT ORDER  -  THIRD ? (See Below)
 CZ2141
 CZ2141.The horizontal coordinates were established by classical geodetic methods
 CZ2141.and adjusted by the National Geodetic Survey in August 1993.
 CZ2141
 CZ2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2141.The vertical order pertains to the NGVD 29 superseded value.
 CZ2141
 CZ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2141
 CZ2141.The geoid height was determined by GEOID03.
 CZ2141
 CZ2141;                    North         East     Units Scale Factor Converg.
 CZ2141;SPC AZ C     -   185,821.979   242,750.008   MT  0.99991065   +0 10 09.1
 CZ2141;SPC AZ C     -   609,652.16    796,423.91   iFT  0.99991065   +0 10 09.1
 CZ2141;UTM  12      - 3,615,485.552   443,437.516   MT  0.99963945   -0 19 32.6
 CZ2141
 CZ2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2141!SPC AZ C     -   0.99992845  x   0.99991065  =   0.99983910
 CZ2141!UTM  12      -   0.99992845  x   0.99963945  =   0.99956792
 CZ2141
 CZ2141|---------------------------------------------------------------------|
 CZ2141| PID    Reference Object                     Distance      Geod. Az  |
 CZ2141|                                                           dddmmss.s |
 CZ2141| CH4229 AN 58 RM E                            8.838 METERS 08914     |
 CZ2141| CZ2139 AN 59                               APPROX. 1.6 KM 1781941.8 |
 CZ2141| CH4230 AN 58 RM S                            8.843 METERS 17921     |
 CZ2141|---------------------------------------------------------------------|
 CZ2141
 CZ2141                          SUPERSEDED SURVEY CONTROL
 CZ2141
 CZ2141  NAD 83(1986)-  32 40 32.15233(N)    111 36 11.83865(W) AD(       ) 1
 CZ2141  NAD 27      -  32 40 31.92378(N)    111 36 09.40279(W) AD(       ) 1
 CZ2141  NGVD 29 (07/19/86)  485.38   (m)         1592.5    (f) LEVELING    3  
 CZ2141
 CZ2141.Superseded values are not recommended for survey control.
 CZ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2141.See file dsdata.txt to determine how the superseded data were derived.
 CZ2141
 CZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4343815486(NAD 83)
 CZ2141_MARKER: DD = SURVEY DISK
 CZ2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2141
 CZ2141  HISTORY     - Date     Condition        Report By
 CZ2141  HISTORY     - 1966     MONUMENTED       DMA
 CZ2141
 CZ2141                          STATION DESCRIPTION
 CZ2141
 CZ2141'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2141'T-9-S.  R-7-E.  IN SECTION 3 NEAR THE NORTHEAST CORNER.
 CZ2141'
 CZ2141'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2141'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2141'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2141'58 1966 ARMY MAP SERVICE.
 CZ2141'
 CZ2141'THE STATION MARK IS LOCATED 33 FEET SOUTH OF EAST-WEST
 CZ2141'POWERLINE.  76 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  44
 CZ2141'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH IRRIGATION DITCH.  70
 CZ2141'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2141'
 CZ2141'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2141'GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2141'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 8.0
 CZ2141'MILES TO HARMON ROAD.  TURN LEFT AND GO 1.0 MILE EAST TO CROSSROAD
 CZ2141'AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2139 ***********************************************************************
 CZ2139  DESIGNATION -  AN 59
 CZ2139  PID         -  CZ2139
 CZ2139  STATE/COUNTY-  AZ/PINAL
 CZ2139  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2139
 CZ2139                         *CURRENT SURVEY CONTROL
 CZ2139  ___________________________________________________________________
 CZ2139* NAD 83(1992)-  32 39 41.65342(N)    111 36 10.09663(W)     ADJUSTED  
 CZ2139* NAVD 88     -       487.64   (+/-2cm)    1599.9    (feet)  VERTCON   
 CZ2139  ___________________________________________________________________
 CZ2139  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 CZ2139  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2139  HORZ ORDER  -  FIRST
 CZ2139  VERT ORDER  -  THIRD ? (See Below)
 CZ2139
 CZ2139.The horizontal coordinates were established by classical geodetic methods
 CZ2139.and adjusted by the National Geodetic Survey in August 1993.
 CZ2139
 CZ2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2139.The vertical order pertains to the NGVD 29 superseded value.
 CZ2139
 CZ2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2139
 CZ2139.The geoid height was determined by GEOID03.
 CZ2139
 CZ2139;                    North         East     Units Scale Factor Converg.
 CZ2139;SPC AZ C     -   184,266.478   242,800.003   MT  0.99991068   +0 10 09.8
 CZ2139;SPC AZ C     -   604,548.81    796,587.94   iFT  0.99991068   +0 10 09.8
 CZ2139;UTM  12      - 3,613,930.100   443,474.066   MT  0.99963940   -0 19 31.2
 CZ2139
 CZ2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2139!SPC AZ C     -   0.99992818  x   0.99991068  =   0.99983887
 CZ2139!UTM  12      -   0.99992818  x   0.99963940  =   0.99956761
 CZ2139
 CZ2139|---------------------------------------------------------------------|
 CZ2139| PID    Reference Object                     Distance      Geod. Az  |
 CZ2139|                                                           dddmmss.s |
 CZ2139| CH4231 AN 59 RM E                            8.836 METERS 08904     |
 CZ2139| CH4232 AN 59 RM S                            8.831 METERS 17907     |
 CZ2139| CZ2141 AN 58                               APPROX. 1.6 KM 3581942.8 |
 CZ2139|---------------------------------------------------------------------|
 CZ2139
 CZ2139                          SUPERSEDED SURVEY CONTROL
 CZ2139
 CZ2139  NAD 83(1986)-  32 39 41.64846(N)    111 36 10.09604(W) AD(       ) 1
 CZ2139  NAD 27      -  32 39 41.41808(N)    111 36 07.66148(W) AD(       ) 1
 CZ2139  NGVD 29 (07/19/86)  487.08   (m)         1598.0    (f) LEVELING    3  
 CZ2139
 CZ2139.Superseded values are not recommended for survey control.
 CZ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2139.See file dsdata.txt to determine how the superseded data were derived.
 CZ2139
 CZ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4347413930(NAD 83)
 CZ2139_MARKER: DD = SURVEY DISK
 CZ2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2139
 CZ2139  HISTORY     - Date     Condition        Report By
 CZ2139  HISTORY     - 1966     MONUMENTED       DMA
 CZ2139
 CZ2139                          STATION DESCRIPTION
 CZ2139
 CZ2139'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2139'T-9-S.  R-7-E.  IN SECTION 2 NEAR THE SOUTHWEST CORNER.
 CZ2139'
 CZ2139'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2139'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2139'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--AN
 CZ2139'59 1966 ARMY MAP SERVICE.
 CZ2139'
 CZ2139'THE STATION MARK IS LOCATED 113 FEET NORTH OF THE CENTERLINE OF
 CZ2139'EAST-WEST ROAD.  78 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2139'ROAD.  52 FEET EAST OF NORTH-SOUTH POWERLINE.  54 FEET NORTH OF
 CZ2139'THE CENTERLINE OF EAST-WEST CONCRETE IRRIGATION DITCH.
 CZ2139'
 CZ2139'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2139'GRANDE, ARIZONA, GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES
 CZ2139'(TOLTEC).  TURN RIGHT AND GO SOUTH ON TOLTEC HIGHWAY FOR 9.0 MILES
 CZ2139'TO CROSSROAD.  TURN LEFT AND GO 1.0 MILE EAST TO CROSSROAD AND
 CZ2139'THE STATION SITE.
 CZ2139'
 CZ2139'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL WILL
 CZ2139'BE CONSTRUCTED, CENTERED ON THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0240 ***********************************************************************
 GQ0240  DESIGNATION -  ANGEL
 GQ0240  PID         -  GQ0240
 GQ0240  STATE/COUNTY-  AZ/COCONINO
 GQ0240  USGS QUAD   -  BRIGHT ANGEL POINT (1988)
 GQ0240
 GQ0240                         *CURRENT SURVEY CONTROL
 GQ0240  ___________________________________________________________________
 GQ0240* NAD 83(1992)-  36 12 51.07039(N)    112 03 36.87044(W)     ADJUSTED  
 GQ0240* NAVD 88     -      2542.8    (meters)    8343.     (feet)  VERTCON   
 GQ0240  ___________________________________________________________________
 GQ0240  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 GQ0240  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 GQ0240  HORZ ORDER  -  THIRD
 GQ0240
 GQ0240.The horizontal coordinates were established by classical geodetic methods
 GQ0240.and adjusted by the National Geodetic Survey in August 1993.
 GQ0240
 GQ0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0240
 GQ0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0240
 GQ0240.The geoid height was determined by GEOID03.
 GQ0240
 GQ0240;                    North         East     Units Scale Factor Converg.
 GQ0240;SPC AZ C     -   578,286.384   200,451.120   MT  0.99990205   -0 05 05.4
 GQ0240;SPC AZ C     - 1,897,265.04    657,648.03   iFT  0.99990205   -0 05 05.4
 GQ0240;UTM  12      - 4,008,226.236   404,700.333   MT  0.99971190   -0 37 35.2
 GQ0240
 GQ0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0240!SPC AZ C     -   0.99960460  x   0.99990205  =   0.99950669
 GQ0240!UTM  12      -   0.99960460  x   0.99971190  =   0.99931662
 GQ0240
 GQ0240:                Primary Azimuth Mark                     Grid Az
 GQ0240:SPC AZ C     -  KNOB                                     208 18 55.1
 GQ0240:UTM  12      -  KNOB                                     208 51 24.9
 GQ0240
 GQ0240|---------------------------------------------------------------------|
 GQ0240| PID    Reference Object                     Distance      Geod. Az  |
 GQ0240|                                                           dddmmss.s |
 GQ0240| GQ0293 KNOB                                APPROX.18.0 KM 2081349.7 |
 GQ0240|---------------------------------------------------------------------|
 GQ0240
 GQ0240                          SUPERSEDED SURVEY CONTROL
 GQ0240
 GQ0240  NAD 83(1986)-  36 12 51.06894(N)    112 03 36.87042(W) AD(       ) 3
 GQ0240  NGVD 29 (05/08/89) 2541.7    (m)         8339.     (f) VERT ANG    3  
 GQ0240
 GQ0240.Superseded values are not recommended for survey control.
 GQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0240.See file dsdata.txt to determine how the superseded data were derived.
 GQ0240
 GQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0470008226(NAD 83)
 GQ0240_MARKER: DD = SURVEY DISK
 GQ0240_SETTING: 80 = SET IN A BOULDER
 GQ0240_SP_SET: PARTIALLY EXPOSED BOULDER
 GQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0240+STABILITY: SURFACE MOTION
 GQ0240
 GQ0240  HISTORY     - Date     Condition        Report By
 GQ0240  HISTORY     - 1956     MONUMENTED       USGS
 GQ0240
 GQ0240                          STATION DESCRIPTION
 GQ0240
 GQ0240'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0240'LOCATED AT U.S. NATIONAL PARK SERVICE NORTH RIM HEADQUARTERS,
 GQ0240'ABOUT 400 FT SE. OF HEADQUARTERS BLDG. AT NPS TREE TOWER NO. 1.
 GQ0240'
 GQ0240'TO REACH NOT GIVEN.
 GQ0240'
 GQ0240'STATION MARK--STANDARD TABLET STAMPED---ANGEL 1956---, CEMENTED IN
 GQ0240'TOP OF BURIED ROCK CENTERED DIRECTLY UNDER TOWER NO. 1 (LEANING
 GQ0240'48-INCH WHITE FIR).
 GQ0240'
 GQ0240'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 24-INCH PINE
 GQ0240'TREE.
 GQ0240'
 GQ0240'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 20-INCH PINE
 GQ0240'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2167 ***********************************************************************
 DU2167  DESIGNATION -  ANGELO
 DU2167  PID         -  DU2167
 DU2167  STATE/COUNTY-  AZ/MARICOPA
 DU2167  USGS QUAD   -  GUADALUPE (1982)
 DU2167
 DU2167                         *CURRENT SURVEY CONTROL
 DU2167  ___________________________________________________________________
 DU2167* NAD 83(1992)-  33 22 12.13720(N)    111 58 21.71648(W)     ADJUSTED  
 DU2167* NAVD 88     -       412.2    (meters)    1352.     (feet)  VERTCON   
 DU2167  ___________________________________________________________________
 DU2167  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DU2167  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2167  HORZ ORDER  -  SECOND
 DU2167
 DU2167.The horizontal coordinates were established by classical geodetic methods
 DU2167.and adjusted by the National Geodetic Survey in August 1993.
 DU2167
 DU2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2167
 DU2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2167
 DU2167.The geoid height was determined by GEOID03.
 DU2167
 DU2167;                    North         East     Units Scale Factor Converg.
 DU2167;SPC AZ C     -   262,788.937   208,146.085   MT  0.99990034   -0 01 51.0
 DU2167;SPC AZ C     -   862,168.43    682,893.98   iFT  0.99990034   -0 01 51.0
 DU2167;UTM  12      - 3,692,733.127   409,513.977   MT  0.99970094   -0 32 06.2
 DU2167
 DU2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2167!SPC AZ C     -   0.99993996  x   0.99990034  =   0.99984030
 DU2167!UTM  12      -   0.99993996  x   0.99970094  =   0.99964092
 DU2167
 DU2167:                Primary Azimuth Mark                     Grid Az
 DU2167:SPC AZ C     -  GUADALUPE RAD STA KUPD CEN MST           043 07 42.8
 DU2167:UTM  12      -  GUADALUPE RAD STA KUPD CEN MST           043 37 58.0
 DU2167
 DU2167|---------------------------------------------------------------------|
 DU2167| PID    Reference Object                     Distance      Geod. Az  |
 DU2167|                                                           dddmmss.s |
 DU2167| DU2176 GUADALUPE RAD STA KUPD CEN MST      APPROX. 0.9 KM 0430551.8 |
 DU2167| CH4233 ANGELO RM 1                          18.924 METERS 11240     |
 DU2167| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.14.7 KM 1213450.1 |
 DU2167| DU2159 CHANDLER NEW MUNICIPAL TANK         APPROX.14.7 KM 1214010.3 |
 DU2167| CH4234 ANGELO RM 2                           6.280 METERS 13045     |
 DU2167| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX.17.5 KM 1442214.4 |
 DU2167|---------------------------------------------------------------------|
 DU2167
 DU2167                          SUPERSEDED SURVEY CONTROL
 DU2167
 DU2167  NAD 83(1986)-  33 22 12.13099(N)    111 58 21.72140(W) AD(       ) 2
 DU2167  NAD 27      -  33 22 11.96320(N)    111 58 19.19930(W) AD(       ) 2
 DU2167  NGVD 29 (07/19/86)  411.6    (m)         1350.     (f) VERT ANG    3  
 DU2167
 DU2167.Superseded values are not recommended for survey control.
 DU2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2167.See file dsdata.txt to determine how the superseded data were derived.
 DU2167
 DU2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0951492733(NAD 83)
 DU2167_MARKER: DE = TRAVERSE STATION DISK
 DU2167_SETTING: 66 = SET IN ROCK OUTCROP
 DU2167
 DU2167  HISTORY     - Date     Condition        Report By
 DU2167  HISTORY     - 1962     MONUMENTED       CGS
 DU2167  HISTORY     - 20080423 MARK NOT FOUND   GEOCAC
 DU2167
 DU2167                          STATION DESCRIPTION
 DU2167
 DU2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2167'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF THE CENTER
 DU2167'OF PHOENIX, ABOUT 4 MILES SOUTH-SOUTHWEST OF TEMPE, 1/2 MILE
 DU2167'WEST OF GUADALUPE AND ON A SMALL ROCKY HILL WITH A CROSS ON TOP.
 DU2167'
 DU2167'TO REACH THE STATION FROM THE JUNCTION OF EAST BASE LINE ROAD AND
 DU2167'56TH STREET, ABOUT 1/2 MILE NORTH OF GUADALUPE, GO SOUTH ON
 DU2167'56TH STREET FOR 0.4 MILE TO THE POST OFFICE IN GUADALUPE, CONTINUE
 DU2167'SOUTH ON 56 TH STREET FOR 0.2 MILE, TURN RIGHT, GO WEST ON
 DU2167'SAN ANGELO STREET FOR 0.4 MILE TO THE BASE OF SMALL HILL WITH
 DU2167'A CROSS ON TOP.  CONTINUE WEST UP STEEP GRADE FOR 0.1 MILE TO
 DU2167'THE STATION.
 DU2167'
 DU2167'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE IN
 DU2167'OUTCROPPING BEDROCK WHICH IS FLUSH AND IS STAMPED ANGELO 1962.
 DU2167'THE MARK 103 FEET EAST-SOUTHEAST OF A CROSS ON TOP OF HILL AND
 DU2167'IS APPROXIMATELY 15 FEET LOWER THAN THE TOP OF THE HILL.
 DU2167'
 DU2167'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DU2167'TOP OUTCROPPING BEDROCK WHICH IS FLUSH AND IS STAMPED ANGELO
 DU2167'NO 1 1962.  THE MARK IS 26.5 FEET NORTH OF THE CENTER OF TRACK
 DU2167'ROAD AND IS APPROXIMATELY 15 FEET LOWER THAN THE STATION MARK.
 DU2167'
 DU2167'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF
 DU2167'OUTCROPPING BEDROCK WHICH IS FLUSH AND IS ABOUT 5 FEET LOWER
 DU2167'THAN THE STATION MARK.  THE MARK IS 19 FEET NORTH OF CENTER OF
 DU2167'TRACK ROAD AND THE DISK IS STAMPED ANGELO NO 2 1962.
 DU2167'
 DU2167'NO AZIMUTH MARK SET, GUADALUPE, KUPD RADIO MAST COULD BE USED
 DU2167'AS AZIMUTH.
 DU2167'
 DU2167'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 43.22 FT. OR 13.175 M.
 DU2167
 DU2167                          STATION RECOVERY (2008)
 DU2167
 DU2167'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2167'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2167'MARK. A RESTAURANT (RUSTLER'S ROOSTE) HAS BEEN BUILT ON TOP OF THIS
 DU2167'HILL, AND THE ADJUSTED CO-ORDINATES FALL NEAR THE CENTER OF THE
 DU2167'PARKING LOT NEARBY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0570 ***********************************************************************
 GP0570  DESIGNATION -  ANTELOPE
 GP0570  PID         -  GP0570
 GP0570  STATE/COUNTY-  AZ/COCONINO
 GP0570  USGS QUAD   -  PAGE (1985)
 GP0570
 GP0570                         *CURRENT SURVEY CONTROL
 GP0570  ___________________________________________________________________
 GP0570* NAD 83(1992)-  36 56 22.32092(N)    111 28 14.43964(W)     ADJUSTED  
 GP0570* NAVD 88     -      1251.4    (meters)    4106.     (feet)  VERTCON   
 GP0570  ___________________________________________________________________
 GP0570  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GP0570  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0570  HORZ ORDER  -  SECOND
 GP0570
 GP0570.The horizontal coordinates were established by classical geodetic methods
 GP0570.and adjusted by the National Geodetic Survey in August 1993.
 GP0570
 GP0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0570
 GP0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0570
 GP0570.The geoid height was determined by GEOID03.
 GP0570
 GP0570;                    North         East     Units Scale Factor Converg.
 GP0570;SPC AZ C     -   658,853.302   253,085.778   MT  0.99991944   +0 16 04.9
 GP0570;SPC AZ C     - 2,161,592.20    830,333.92   iFT  0.99991944   +0 16 04.9
 GP0570;SPC UT S     - 3,030,284.485   502,612.248   MT  1.00005906   +0 01 04.7
 GP0570;UTM  12      - 4,088,268.129   458,087.681   MT  0.99962164   -0 16 58.3
 GP0570
 GP0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0570!SPC AZ C     -   0.99980734  x   0.99991944  =   0.99972679
 GP0570!SPC UT S     -   0.99980734  x   1.00005906  =   0.99986638
 GP0570!UTM  12      -   0.99980734  x   0.99962164  =   0.99942905
 GP0570
 GP0570|---------------------------------------------------------------------|
 GP0570| PID    Reference Object                     Distance      Geod. Az  |
 GP0570|                                                           dddmmss.s |
 GP0570| CH2200 ANTELOPE RM 1                        13.824 METERS 05317     |
 GP0570| CH2199 ANTELOPE AZ MK                                     1100239.7 |
 GP0570| GP0574 PAGE MUNICIPAL TANK                 APPROX. 3.8 KM 1562947.2 |
 GP0570| CH2201 ANTELOPE RM 2                         9.086 METERS 18512     |
 GP0570|---------------------------------------------------------------------|
 GP0570
 GP0570                          SUPERSEDED SURVEY CONTROL
 GP0570
 GP0570  NAD 83(1986)-  36 56 22.31547(N)    111 28 14.44100(W) AD(       ) 2
 GP0570  NAD 27      -  36 56 22.35855(N)    111 28 11.87513(W) AD(       ) 2
 GP0570  NGVD 29 (07/19/86) 1250.5    (m)         4103.     (f) VERT ANG    3  
 GP0570
 GP0570.Superseded values are not recommended for survey control.
 GP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0570.See file dsdata.txt to determine how the superseded data were derived.
 GP0570
 GP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5808888268(NAD 83)
 GP0570_MARKER: DS = TRIANGULATION STATION DISK
 GP0570_SETTING: 66 = SET IN ROCK OUTCROP
 GP0570_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0570+STABILITY: POSITION/ELEVATION WELL
 GP0570
 GP0570  HISTORY     - Date     Condition        Report By
 GP0570  HISTORY     - 1947     MONUMENTED       CGS
 GP0570  HISTORY     - 1959     GOOD             USGS
 GP0570  HISTORY     - 1962     GOOD             CGS
 GP0570  HISTORY     - 1963     GOOD             CGS
 GP0570  HISTORY     - 1971     GOOD             NGS
 GP0570  HISTORY     - 1983     GOOD             AZDT
 GP0570
 GP0570                          STATION DESCRIPTION
 GP0570
 GP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0570'THE STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF THE COPPER MINE
 GP0570'TRADING POST, ABOUT 15 MILES UP THE COLORADO RIVER, 1 MILE EAST
 GP0570'OF THE RIM OF THE GLEN CANYON, ON THE SPUR OF THE RIDGE EXTENDING
 GP0570'WESTWARD OF THE MAIN RIDGE, WHICH EXTENDS NORTH AND SOUTH OF
 GP0570'ANTELOPE WASH.
 GP0570'
 GP0570'THE STATION IS A STANDARD DISK STAMPED ANTELOPE 1947, SET IN
 GP0570'BEDROCK, FLUSH.  THE STATION IS APPROXIMATELY 1 MILE ACROSS RIVER,
 GP0570'NORTHEAST FROM A BEEHIVE LIKE ROCK.  300 METER NORTH OF THE RIM,
 GP0570'200 METERS NORTHEAST OF THE LIGHT COLORED SANDSTONE ROCK OUTCROP.
 GP0570'
 GP0570'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED ANTELOPE NO 1 1947,
 GP0570'SET IN BEDROCK, FLUSH.  THE MARK IS ABOUT THE SAME ELEVATION AS
 GP0570'THE STATION.
 GP0570'
 GP0570'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED ANTELOPE NO 2
 GP0570'1947, SET IN BEDROCK, FLUSH.  APPOIMATELY 1-1/2 FEET LOWER THAN
 GP0570'STATION.
 GP0570'
 GP0570'AZIMUTH MARK IS A STANDARD DISK STAMPED ANTELOPE 1947, SET IN
 GP0570'OUTCROPPING BEDROCK.  THIS IS 4 FEET ABOVE THE SURROUNDING SURFACE,
 GP0570'THIS OUTCROPPING IS THE MOST SOUTHERLY OF A GROUP OF PROMINENT
 GP0570'OUTCROPS, APPROXIMATELY 300 METERS WEST OF THE HIGHEST POINT OF
 GP0570'HILL, 30 METERS SOUTH OF LINE OF SIGHT BETWEEN STATION AND
 GP0570'HIGHEST POINT OF HILL.
 GP0570'
 GP0570'TO REACH THE STATION FROM NAVAJO BRIDGE, GO SOUTH ON U.S. HIGHWAY
 GP0570'89, 41 MILES TO THE GAP.  TURN LEFT, FOLLOW DIRT ROAD FOR 1.5
 GP0570'MILES TO THE TOP OF THE RIM.  TAKE LEFT FORK AND GO 4.6 MILES TO A
 GP0570'FORK.  TAKE LEFT FORK ABOUT 20 MILES TO THE COPPER MINE TRADING
 GP0570'POST.  FROM THE POST FOLLOW A TRACK ROAD OVER THE HILL TO THE
 GP0570'NORTH FOR 2 MILES TO A FORK.  TAKE RIGHT FORK GO 1.6 MILES TO A
 GP0570'FORK.  KEEP RIGHT FORK 2 MILES TO DIAGONAL CROSS-ROADS, KEEP
 GP0570'STRAIGHT AHEAD UP THE VALLEY ROAD, INTO SADDLE BETWEEN LOW
 GP0570'CLIFFS 1.3 MILES TO FORK.  KEEP LEFT NORTHEASTERLY 0.9 MILES,
 GP0570'WHEN A ROAD COMES IN FROM RIGHT.  KEEP STRAIGHT AHEAD 0.3
 GP0570'MILES TO CROSS ROADS.  TAKE THE FORK TO THE RIGHT 1.2 MILES
 GP0570'AND A ROAD COMES IN FROM THE LEFT IN A FORK.  KEEP STRAIGHT
 GP0570'AHEAD AND CONTINUE 1.0 MILES TO A DIAGONAL CROSS ROAD.
 GP0570'KEEP STRAIGHT AHEAD FOR 0.1 MILES TO CROSS ROATURN
 GP0570'LEFT, NORTHEAST, GO 0.8 MILES TO A FORK.  KEEP LEFT FORK ON
 GP0570'RIDGE FOR 5.9 MILES TO A FORK.  KEEP LEFT FORK 2.7 MILES TO A
 GP0570'FORK.  TAKE LEFT FORK DOWN HILL.  BEAR RIGHT ACROSS VALLEY FOR
 GP0570'ABOUT 1 MILE, PASSING TO LEFT OF 2 SANDSTONE TITS.  CONTINUE
 GP0570'ON DOWN VALLEY NORTHWEST FOR 1.7 MILES.  BEAR RIGHT UP HILL
 GP0570'FOR ABOUT 0.3 MILES, THEN TURN LEFT AND GO ABOUT 0.4 MILES TO
 GP0570'RIM OF MESA AND STATION MANSON, FROM STATION MANSON, CONTINUE
 GP0570'NORTHWARD 2.3 MILES TO THE CREST OF THE NEXT RIDGE, BEAR RIGHT
 GP0570'WESTWARD DOWN RIDGE FOR 0.45 MILES TO STATION AS DESCRIBED
 GP0570'ABOVE.
 GP0570
 GP0570                          STATION RECOVERY (1959)
 GP0570
 GP0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GP0570'RECOVERED IN GOOD CONDITION.
 GP0570'
 GP0570'STATION MARK--STANDARD DISK, STAMPED ---ANTELOPE 1947---, SET IN
 GP0570'BEDROCK FLUSH WITH THE GROUND.
 GP0570
 GP0570                          STATION RECOVERY (1962)
 GP0570
 GP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 GP0570'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0570'A NEW TO REACH FOLLOWS--
 GP0570'
 GP0570'FROM THE CORNER OF VISTA AVENUE AND SEVENTH STREET, PAGE, ARIZ.,
 GP0570'GO EAST ON VISTA AVENUE FOR 0.4 MILE TO A GRAVEL ROAD.  TURN
 GP0570'NORTH (LEFT) FOR 0.25 MILE TO A CROSS ROADS.  CONTINUE STRAIGHT
 GP0570'AHEAD FOR 0.25 MILE TO ANOTHER CROSS ROADS.  CONTINUE STRAIGHT
 GP0570'AHEAD FOR 0.1 MILE TO A WIDE BLADED BRIDLE PATH.  TAKE BRIDLE
 GP0570'PATH FOR 0.2 MILE TO TRACK ROAD RIGHT.  TURN NORTH (RIGHT) ON
 GP0570'TRACK ROAD FOR 0.1 TO A Y-FORKS.  TAKE LEFT FORK FOR 0.2 MILE
 GP0570'TO ANOTHER Y-FORKS.  TAKE LEFT FORK FOR 0.4 MILE AND STATION ON
 GP0570'LEFT.  THE STATION IS ON THE HIGHWAY POINT OF THE BLUFF
 GP0570'OVERLOOKING THE GLEN CANYON BRIDGE.
 GP0570
 GP0570                          STATION RECOVERY (1963)
 GP0570
 GP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0570'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GP0570'RECOVERED AND IN GOOD CONDITION.
 GP0570'
 GP0570'THE COMPLETE DESCRIPTION.
 GP0570'
 GP0570'THE STATION IS ABOUT 2 MILES NORTHWEST OF PAGE, 1 MILE EAST OF THE
 GP0570'GLEN CANYON DAM, ON THE SPUR OF THE RIDGE EXTENDING WESTWARD
 GP0570'OF THE MAIN RIDGE, WHICH EXTENDS NORTH AND SOUTH OF ANTELOPE
 GP0570'WASH.
 GP0570'
 GP0570'TO REACH FROM THE INTERSECTION OF SOUTH NAVAJO DRIVE AND VISTA
 GP0570'AVENUE IN THE NORTHWEST SECTION OF PAGE, GO NORTH ON VISTA
 GP0570'AVENUE FOR 0.35 MILE TO THE END OF THE PAVEMENT.  CONTINUE NORTH
 GP0570'AND WEST ON A DIRT ROAD FOR 0.05 MILE TO A REVERSE Y-FORK.  KEEP
 GP0570'LEFT AND GO NORTH AND WEST ON A GRAVELED ROAD FOR 0.3 MILE TO
 GP0570'A CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.25 MILE
 GP0570'TO A POINT WHERE THE GRAVELED ROAD CURVES TO THE RIGHT.
 GP0570'CONTINUE WEST ON A SAND ROAD AND BRIDLE PATH FOR 0.5 MILE TO
 GP0570'A Y-FORK ON THE SOUTH SIDE OF A HILL NEAR ITS SUMMIT.  KEEP
 GP0570'LEFT AND CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON
 GP0570'THE RIGHT.  CONTINUE WEST, DOWN HILL, FOR 0.3 MILE TO THE
 GP0570'STATION.
 GP0570'
 GP0570'THE STATION MARK, STAMPED ANTELOPE 1947, IS A STANDARD
 GP0570'DISK SET IN BEDROCK FLUSH WITH THE GROUND.  THE MARK IS IN THE
 GP0570'CENTER OF A TRIANGLE FORMED BY THREE METAL PIPES.  A DISTANCE OF
 GP0570'6 FEET FROM EACH PIPE.
 GP0570'
 GP0570'REFERENCE MARK 1, STAMPED ANTELOPE NO 1 1947, IS A STANDARD DISK
 GP0570'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 GP0570'39.5 FEET NORTHEAST OF THE EAST ONE OF THE THREE PIPES.
 GP0570'
 GP0570'REFERENCE MARK 2, STAMPED ANTELOPE NO 2 1947, IS A STANDARD
 GP0570'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 GP0570'24 FEET SOUTH OF THE SOUTH ONE OF THE THREE PIPES.
 GP0570'
 GP0570'THE AZIMUTH MARK, STAMPED ANTELOPE 1947, IS A STANDARD DISK SET
 GP0570'IN A DRILL HOLE IN A LARGE BOULDER.  IT IS 58 FEET NOTH OF THE
 GP0570'CENTER OF THE SAND ROAD, 8 FEET NORTH OF THE SOUTH EDGE AND 4
 GP0570'FEET EAST OF THE WEST EDGE OF THE BOULDER.
 GP0570
 GP0570                          STATION RECOVERY (1971)
 GP0570
 GP0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLW)
 GP0570'RECOVERED AS DESCRIBED IN DATED JULY 1966.
 GP0570'
 GP0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 GP0570
 GP0570                          STATION RECOVERY (1983)
 GP0570
 GP0570'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 GP0570'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 GP0570'AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0570'
 GP0570'TO REACH THE STATION FROM THE INTERSECTION OF LAKE POWELL BLVD AND
 GP0570'VISTA AVENUE IN PAGE TRAVEL NORTHEAST ALONG VISTA AVENUE FOR 0.45 MILE
 GP0570'TO NAVAJO DRIVE.  TURN LEFT ALONG NAVAJO DRIVE FOR 0.35 MILE TO THE
 GP0570'END OF PAVEMENT, CONTINUE NORTH AND WEST FOR 1.0 MILE TO A BENCH THAT
 GP0570'OVERLOOKS THE LAKE AND DAM AND JUST WEST OF A LOW HILL.  THE STATION
 GP0570'IS ON THE NOSE OF THE BENCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0313 ***********************************************************************
 GQ0313  DESIGNATION -  ANTELOPE
 GQ0313  PID         -  GQ0313
 GQ0313  STATE/COUNTY-  AZ/COCONINO
 GQ0313  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0313
 GQ0313                         *CURRENT SURVEY CONTROL
 GQ0313  ___________________________________________________________________
 GQ0313* NAD 83(1992)-  36 06 08.15943(N)    112 52 17.59663(W)     ADJUSTED  
 GQ0313* NAVD 88     -      1868.43   (+/-2cm)    6130.0    (feet)  VERTCON   
 GQ0313  ___________________________________________________________________
 GQ0313  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 GQ0313  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 GQ0313  HORZ ORDER  -  SECOND
 GQ0313  VERT ORDER  -  THIRD ? (See Below)
 GQ0313
 GQ0313.The horizontal coordinates were established by classical geodetic methods
 GQ0313.and adjusted by the National Geodetic Survey in August 1993.
 GQ0313
 GQ0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0313.The vertical order pertains to the NGVD 29 superseded value.
 GQ0313
 GQ0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0313
 GQ0313.The geoid height was determined by GEOID03.
 GQ0313
 GQ0313;                    North         East     Units Scale Factor Converg.
 GQ0313;SPC AZ C     -   566,281.416   127,382.448   MT  0.99999105   -0 33 45.7
 GQ0313;SPC AZ C     - 1,857,878.66    417,921.42   iFT  0.99999105   -0 33 45.7
 GQ0313;UTM  12      - 3,996,913.008   331,530.044   MT  0.99994972   -1 06 10.9
 GQ0313
 GQ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0313!SPC AZ C     -   0.99971054  x   0.99999105  =   0.99970160
 GQ0313!UTM  12      -   0.99971054  x   0.99994972  =   0.99966028
 GQ0313
 GQ0313:                Primary Azimuth Mark                     Grid Az
 GQ0313:SPC AZ C     -  ANTELOPE AZ MK                           007 12 06.7
 GQ0313:UTM  12      -  ANTELOPE AZ MK                           007 44 31.9
 GQ0313
 GQ0313|---------------------------------------------------------------------|
 GQ0313| PID    Reference Object                     Distance      Geod. Az  |
 GQ0313|                                                           dddmmss.s |
 GQ0313| CH2202 ANTELOPE AZ MK                                     0063821.0 |
 GQ0313| GQ0307 TENDERFOOT                          APPROX.10.2 KM 0254102.3 |
 GQ0313| CH2203 ANTELOPE RM 1                        16.529 METERS 11415     |
 GQ0313| CH2204 ANTELOPE RM 2                         9.536 METERS 17824     |
 GQ0313| GQ0243 CAUFMAN                             APPROX.16.8 KM 2865101.3 |
 GQ0313|---------------------------------------------------------------------|
 GQ0313
 GQ0313                          SUPERSEDED SURVEY CONTROL
 GQ0313
 GQ0313  NAD 83(1986)-  36 06 08.15127(N)    112 52 17.59342(W) AD(       ) 2
 GQ0313  NAD 27      -  36 06 08.21600(N)    112 52 14.88700(W) AD(       ) 2
 GQ0313  NGVD 29 (05/08/89) 1867.51   (m)         6127.0    (f) LEVELING    3  
 GQ0313
 GQ0313.Superseded values are not recommended for survey control.
 GQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0313.See file dsdata.txt to determine how the superseded data were derived.
 GQ0313
 GQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3153096913(NAD 83)
 GQ0313_MARKER: DS = TRIANGULATION STATION DISK
 GQ0313_SETTING: 80 = SET IN A BOULDER
 GQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0313+STABILITY: SURFACE MOTION
 GQ0313
 GQ0313  HISTORY     - Date     Condition        Report By
 GQ0313  HISTORY     - 1934     MONUMENTED       USGS
 GQ0313  HISTORY     - 1936     GOOD             USGS
 GQ0313  HISTORY     - 1952     GOOD             CGS
 GQ0313  HISTORY     - 1972     GOOD             LAWPC
 GQ0313
 GQ0313                          STATION DESCRIPTION
 GQ0313
 GQ0313'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GQ0313'LOCATED ABOUT 3 MI E. OF NATIONAL CANYON.  ON TOP OF MOST
 GQ0313'NORTHERLY AND HIGHEST POINT ON SMALL, TIMBERED RIDGE.
 GQ0313'
 GQ0313'TO REACH FROM PINE SPRING RD., TAKE T-RD. 6.7 MI W. OF X-RD. JCT.
 GQ0313'WHERE RDS. LEAD NE. TO HILLTOP, SUPAI WAREHOUSE ON WEST SIDE OF
 GQ0313'CATARACT CANYON, SE. TO BLACK TANKS AND 57 MI S. TO SELIGMAN VIA
 GQ0313'ROSE WELL.  GO 7.2 MI N. TO RAVINE FORK.  FOLLOW RAVINE SW. TO ITS
 GQ0313'HEAD WHERE STATION CAN BE SEEN TO W.   TRUCK CAN BE DRIVEN TO
 GQ0313'STATION.
 GQ0313'
 GQ0313'STATION MARK--BRONZE TABLET STAMPED---ANTELOPE 1934---, CEMENTED IN
 GQ0313'ROCK.
 GQ0313'
 GQ0313'RM 1--COPPER NAIL AND WASHER IN BLAZE ON 6-INCH BRANCHING
 GQ0313'JUNIPER TREE.
 GQ0313'
 GQ0313'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GQ0313
 GQ0313                          STATION RECOVERY (1936)
 GQ0313
 GQ0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936 (JB)
 GQ0313'THE STATION IS LOCATED ABOUT 51 MILES NORTHEAST OF PEACH
 GQ0313'SPRINGS, 13 MILES NORTH OF THE ROSE WELL RANCH AND 0.5 MILE
 GQ0313'FROM THE HUALPAI INDIAN RESERVATION FENCE.  IT IS ON THE
 GQ0313'NORTH END AND HIGHEST POINT OF A LOW-TIMBERED RIDGE.
 GQ0313'
 GQ0313'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SELIGMAN,
 GQ0313'GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO A TEXACO SERVICE
 GQ0313'STATION AND SIGN HAVASPUI INDIAN VILLAGE 71 MILES.  HERE LEAVE
 GQ0313'THE HIGHWAY, TURN LEFT, AND GO NORTH ON BLADED ROAD 0.25 MILE
 GQ0313'TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH ON BLADED
 GQ0313'ROAD 3.1 MILES TO A CATTLE GUARD.  PASS OVER GUARD AND CONTINUE
 GQ0313'NORTH 0.35 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.25 MILE
 GQ0313'TO A FORK, TAKE THE RIGHT FORK AND GO 0.2 MILE TO A FORK,
 GQ0313'TAKE THE RIGHT FORK AND GO 5.0 MILES TO A CATTLE GUARD, CROSS
 GQ0313'GUARD AND CONTINUE NORTH 2.9 MILES TO A CATTLE GUARD.  PASS
 GQ0313'OVER GUARD AND CONTINUE NORTH ON MAIN-TRAVELED ROAD 5.7
 GQ0313'MILES TO A CATTLE GUARD.  PASS OVER GUARD AND CONTINUE NORTH
 GQ0313'ALONG THE WEST SIDE OF FENCE 2.2 MILES TO A FORK.  TAKE THE
 GQ0313'LEFT FORK AND CONTINUE 1.5 MILES TO A FORK.  TAKE LEFT
 GQ0313'FORK AND CONTINUE NORTHERLY ON MAIN-TRAVELED ROAD 8.9
 GQ0313'MILES TO A STEEL GATE.  PASS THROUGH GATE AND CONTINUE NORTH
 GQ0313'1.5 MILES TO A WOODEN GATE, PASS THROUGH GATE, ENTERING
 GQ0313'ROSE WELL RANCH YARD AND CONTINUE NORTH 0.2 MILE TO A STEEL
 GQ0313'GATE IN AN EAST-AND-WEST FENCE JUST A FEW YARDS NORTH OF THE
 GQ0313'ROSE WELL RANCH HOUSE, (NEAREST WATER TO STATION AT THIS
 GQ0313'RANCH).  PASS THROUGH GATE AND GO NORTH AND EAST 0.8 MILE
 GQ0313'KEEPING ALL RIGHT-HAND FORKS 0.8 MILE TO A FORK JUST AFTER
 GQ0313'CROSSING WASH.  TAKE THE LEFT FORK AND GO NORTHWEST UP
 GQ0313'HILL AND THEN NORTHEASTERLY 13.8 MILES TO A LARGE EARTH
 GQ0313'TANK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE NORTH ON THE
 GQ0313'MAIN-TRAVELED ROAD 7.7 MILES TO A CROSSROADS.
 GQ0313'CONTINUE STRAIGHT AHEAD, NORTH, 1.6 MILES TO A
 GQ0313'CROSSROADS, CONTINUE STRAIGHT AHEAD NORTH 0.8 MILE TO A
 GQ0313'CROSSROADS.  HERE TURN SHARP LEFT AND GO SOUTHWEST ON PLAIN
 GQ0313'TRACK ROAD 2.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 GQ0313'0.3 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD ON THE LEFT FORK
 GQ0313'0.2 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD 4.2 MILES
 GQ0313'TO T-ROAD (STEM NORTH).  HERE TURN RIGHT AND GO NORTH ON PLAIN
 GQ0313'TRACK ROAD 6.7 MILES TO TRIANGLE TRENCH ON THE LEFT SIDE OF
 GQ0313'THE ROAD.  HERE TURN LEFT AND GO IN A GENERAL WESTERLY
 GQ0313'DIRECTION 2.9 MILES TO NORTH END OF TIMBERED RIDGE AND STATION.
 GQ0313'THE LAST 2.9 MILES OF TRAVEL ARE ON A DIM ROAD.  ABOUT A
 GQ0313'4-1/2 HOUR DRIVE FROM SELIGMAN.
 GQ0313'
 GQ0313'THE STATION MARKS IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 GQ0313'STAMPED ANTELOPE 1934, WHICH IS FLUSH WITH THE GROUND.
 GQ0313'
 GQ0313'REFERENCE MARK NO. 1, STAMPED ANTELOPE U.S.G.S. 1936 IS FLUSH
 GQ0313'AND IS EAST-SOUTHEAST OF THE STATION,.  REFERENCE
 GQ0313'MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK,
 GQ0313'STAMPED NO. 2.  IT IS FLUSH AND IS SOUTH OF THE STATION.
 GQ0313'THE AZIMUTH MARK PROJECTS 8 INCHES AND IS NORTH OF THE
 GQ0313'STATION.  IT IS STAMPED ANTELOPE U.S.G.S. 1934-1936.  IT
 GQ0313'IS ON THE WEST SLOPE OF A LOW GRASSY RIDGE WHICH EXTENDS
 GQ0313'NORTHEAST AND THEN NORTH FROM THE STATION.
 GQ0313
 GQ0313                          STATION RECOVERY (1952)
 GQ0313
 GQ0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0313'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0313'AS ORIGINALLY DESCRIBED.
 GQ0313'
 GQ0313'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL BY TAKING
 GQ0313'RIGHT FORK TO THE NE ON GRADED AND GRAVELED ROAD FOR 17.4
 GQ0313'MILES TO A STOCK GUARD ON THE E LINE OF THE RESERVATION,
 GQ0313'CONTINUE AHEAD ON GRADED ROAD, BUT NOT GRAVELED, FOR 5.3 MILES TO
 GQ0313'A BLADED CROSSROAD, TURN LEFT AND GO N FOR 0.8 MILE TO A LARGE
 GQ0313'WIRE GATE, A TRIANGULAR BLAZE ON THE RIGHT GATEPOST.  CONTINUE
 GQ0313'AHEAD N FOR 2.0 MILES TO A LARGE EARTH RESERVOIR ON THE LEFT.
 GQ0313'STAY ON THE TRACK ROAD TO THE E AND NE FOR 3.2 MILES TO A
 GQ0313'REVERSE Y ROAD, KEEP TO THE LEFT ON THE DEEP CUT TRACK ROAD
 GQ0313'FOR ABOUT 0.7 MILE, AND THEN GO ACROSS COUNTRY TO THE W FOR
 GQ0313'3.0 MILES TO THE STATION.
 GQ0313
 GQ0313                          STATION RECOVERY (1972)
 GQ0313
 GQ0313'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GQ0313'GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1899 ***********************************************************************
 CZ1899  DESIGNATION -  ANTELOPE
 CZ1899  PID         -  CZ1899
 CZ1899  STATE/COUNTY-  AZ/PINAL
 CZ1899  USGS QUAD   -  WINKELMAN (1972)
 CZ1899
 CZ1899                         *CURRENT SURVEY CONTROL
 CZ1899  ___________________________________________________________________
 CZ1899* NAD 83(1992)-  32 53 39.36757(N)    110 50 24.22279(W)     ADJUSTED  
 CZ1899* NAVD 88     -      1189.1    (meters)    3901.     (feet)  VERTCON   
 CZ1899  ___________________________________________________________________
 CZ1899  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CZ1899  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CZ1899  HORZ ORDER  -  FIRST
 CZ1899
 CZ1899.The horizontal coordinates were established by classical geodetic methods
 CZ1899.and adjusted by the National Geodetic Survey in August 1993.
 CZ1899
 CZ1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1899
 CZ1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1899
 CZ1899.The geoid height was determined by GEOID03.
 CZ1899
 CZ1899;                    North         East     Units Scale Factor Converg.
 CZ1899;SPC AZ C     -   210,540.724   314,084.387   MT  1.00002506   +0 35 05.1
 CZ1899;SPC AZ C     -   690,750.41  1,030,460.59   iFT  1.00002506   +0 35 05.1
 CZ1899;UTM  12      - 3,639,577.008   514,958.555   MT  0.99960276   +0 05 12.7
 CZ1899
 CZ1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1899!SPC AZ C     -   0.99981779  x   1.00002506  =   0.99984284
 CZ1899!UTM  12      -   0.99981779  x   0.99960276  =   0.99942062
 CZ1899
 CZ1899:                Primary Azimuth Mark                     Grid Az
 CZ1899:SPC AZ C     -  ANTELOPE AZ MK                           205 43 07.3
 CZ1899:UTM  12      -  ANTELOPE AZ MK                           206 12 59.7
 CZ1899
 CZ1899|---------------------------------------------------------------------|
 CZ1899| PID    Reference Object                     Distance      Geod. Az  |
 CZ1899|                                                           dddmmss.s |
 CZ1899| CC5963 ANTELOPE AZ MK                                     2061812.4 |
 CZ1899| CC5964 ANTELOPE RM 1                         4.131 METERS 23922     |
 CZ1899| CC5965 ANTELOPE RM 2                         5.952 METERS 31342     |
 CZ1899|---------------------------------------------------------------------|
 CZ1899
 CZ1899                          SUPERSEDED SURVEY CONTROL
 CZ1899
 CZ1899  NAD 83(1986)-  32 53 39.36334(N)    110 50 24.22013(W) AD(       ) 1
 CZ1899  NAD 27      -  32 53 39.12200(N)    110 50 21.83200(W) AD(       ) 1
 CZ1899  NGVD 29 (07/19/86) 1188.4    (m)         3899.     (f) VERT ANG    3  
 CZ1899
 CZ1899.Superseded values are not recommended for survey control.
 CZ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1899.See file dsdata.txt to determine how the superseded data were derived.
 CZ1899
 CZ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1495939577(NAD 83)
 CZ1899_MARKER: DS = TRIANGULATION STATION DISK
 CZ1899_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1899
 CZ1899  HISTORY     - Date     Condition        Report By
 CZ1899  HISTORY     - 1947     MONUMENTED       CGS
 CZ1899  HISTORY     - 1967     GOOD             AMS
 CZ1899
 CZ1899                          STATION DESCRIPTION
 CZ1899
 CZ1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1899'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF WINKELMAN
 CZ1899'AND ABOUT 17 MILES NORTHWEST OF MAMMOTH, ON A PROMINENT
 CZ1899'BLACK ROCK PEAK ABOVE THE OLD ANTELOPE MINE.  THE STATION IS
 CZ1899'SET ON THE HIGHEST PART OF THE HILL, FLUSH, IN BEDROCK OUTCROP,
 CZ1899'AND IS STAMPED--ANTELOPE 1947.
 CZ1899'
 CZ1899'REFERENCE MARK NO. 1 IS SET IN BEDROCK OUTCROP ABOUT 0.5 FOOT
 CZ1899'LOWER THAN THE STATION.  IT IS IN THE CENTER OF THE RIDGE
 CZ1899'AND SET FLUSH WITH THE GROUND.  THE MARK IS STAMPED--ANTELOPE
 CZ1899'NO 1 1947.
 CZ1899'
 CZ1899'REFERENCE MARK NO. 2 IS SET IN BEDROCK OUTCROP ABOUT 3 FEET
 CZ1899'LOWER THAN THE STATION.  THE MARK PROJECTS ABOUT 3 FEET
 CZ1899'AND IS STAMPED--ANTELOPE NO 2 1947.
 CZ1899'
 CZ1899'THE AZIMUTH MARK IS SET ON THE EAST END OF A RIDGE ABOUT 6
 CZ1899'FEET NORTH OF A CAIRN.  THE MARK IS SET FLUSH IN BEDROCK
 CZ1899'OUTCROP AND STAMPED--ANTELOPE 1947.
 CZ1899'
 CZ1899'TO REACH THE STATION FROM THE OWLHEAD SERVICE STATION WHICH
 CZ1899'IS ABOUT 36 MILES NORTH OF TUCSON ON ROUTE 80, GO 7.6 MILES
 CZ1899'TO BRADY WASH.  CONTINUE STRAIGHT AHEAD 0.3 MILE TO ROAD
 CZ1899'RIGHT.  TURN RIGHT AND GO 8.4 MILES TO RANCH ON THE LEFT.
 CZ1899'TURN RIGHT AND CROSS RIVER AND GO 0.1 MILE TO A NATURAL
 CZ1899'GAS VENT.  CONTINUE STRAIGHT AHEAD 5.8 MILES TO A REVERSE
 CZ1899'Y.  CONTINUE STRAIGHT AHEAD TO THE RIGHT ON THE MAIN TRAVELED
 CZ1899'ROAD FOR 1.7 MILES TO A FORK.  TAKE LEFT FORK FOR 1.6 MILES
 CZ1899'TO A FORK.  TAKE RIGHT FORK FOR 0.9 MILE TO A FORK.  TAKE
 CZ1899'LEFT FORK STRAIGHT AHEAD FOR 4.1 MILES TO A FORK.  TAKE LEFT
 CZ1899'FORK LEAVING THE MAIN TRAVELED ROAD AND GO 0.8 MILE
 CZ1899'(AZIMUTH MARK IS 0.2 MILE EAST ALONG RIDGE FROM THIS POINT).
 CZ1899'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO RANCH GATE.
 CZ1899'PASS THROUGH GATE AND GO 0.1 MILE TO GATE IN FENCE ON
 CZ1899'RIGHT AND END OF TRUCK TRAVEL.  PACK EAST UP RIDGE TO
 CZ1899'HIGHEST POINT AND STATION SITE.  ABOUT A 30-MINUTE PACK.
 CZ1899
 CZ1899                          STATION RECOVERY (1967)
 CZ1899
 CZ1899'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1899'STATION IS LOCATED APPROXIMATELY 7.5 AIRMILES (SW) OF WINKELMAN,
 CZ1899'ARIZONA AND 17.0 AIRMILES (NW) OF MAMMOTH, ARIZONA.
 CZ1899'
 CZ1899'TO REACH FROM MAMMOTH P.O. GO (N) ON MAIN ST FOR 1.0 MI TO
 CZ1899'INTERSECTION OF STATE HWY 77, TURN RIGHT (NW) ON HWY 77 AND
 CZ1899'GO FOR 14.3 MI TO ACCESS ROAD ON LEFT (SW), TURN LEFT ON
 CZ1899'ACCESS ROAD AND GO FOR 0.1 MI TO INTERSECTION WITH OLD HWY 77,
 CZ1899'TURN RIGHT (NW) ON OLD HWY 77 AND GO FOR 0.1 MI TO FORK IN
 CZ1899'ROAD, TAKE LEFT FORK (W) FOR 0.5 MI TO CATTLE GUARD AND END
 CZ1899'OF PAVEMENT, CONTINUE ON SAME ROAD FOR 0.6 MI TO T INTERSECTION
 CZ1899'TURN RIGHT (NW) PASSING CATTLE GUARD AND GO FOR 0.2 MI TO
 CZ1899'CROSS INTERSECTION OF ROADS AND CACTUS HILL RANCH ROAD SIGN
 CZ1899'ON LEFT, TURN LEFT (SW) AS PER CACTUS HILL RANCH ROAD SIGN,
 CZ1899'CROSS R.R. TRACKS AND GO 3.6 MI TO GATE, CONTINUE ON ROAD
 CZ1899'FOR 1.3 MI TO CACTUS HILL RANCH ON RIGHT (N), PROCEED ON
 CZ1899'SAME ROAD FOR 2.0 MI TO INVERTED Y INTERSECTION AND
 CZ1899'FLYING U W RANCH SIGN, TURN RIGHT (W) AS PER FLYING U W
 CZ1899'RANCH SIGN AND GO FOR 0.9 MI TO POINT ON ROAD (W) OF THE
 CZ1899'AZ MK (FROM HERE DRIVE (E) FOR 0.2 MI TO AZ MK) CONTINUE ON
 CZ1899'ROAD FOR 0.5 MI TO RANCH SITE AND FORK IN ROAD, TAKE LEFT
 CZ1899'FORK (NW) AND GO FOR 0.4 MI TO OLD ANTELOPE MINE AND END
 CZ1899'OF ROAD.  LEAVE VEHICLE AND CONTINUE UP HILL IN A
 CZ1899'(NNE) DIRECTION TO TOP OF HILL AND STATION SITE.  PACK
 CZ1899'TIME WITH HEAVY LOAD IS 20 MINUTES.  THE STATION SITE IS ON THE
 CZ1899'HIGHEST POINT OF A E-W RIDGE LINE AMONG DARK ROCKS.
 CZ1899'
 CZ1899'THE STATION MARK IS A STANDARD USC AND GS DISK CEMENTED IN
 CZ1899'A ROCK BED OUTCROP PROJECTING 1.5 FT AND STAMPED ANTELOPE
 CZ1899'1947.
 CZ1899'
 CZ1899'REFERENCE MARK 1 IS A STANDARD USC AND GS R.M. DISK STAMPED
 CZ1899'ANTELOPE 1 1947.  FROM THE STATION IT IS (SW)  S
 CZ1899'45 DEG W AT A DISTANCE OF 4.139 M AND A DE OF -0.005 FT.
 CZ1899'
 CZ1899'REFERENCE MARK 2 IS A STANDARD USC AND GS R.M. DISK STAMPED
 CZ1899'ANTELOPE 2 1947.  FROM THE STATION IT IS (NW)  N 60
 CZ1899'DEG W AT A DISTANCE OF 5.956M AND A DE OF -2.741 FEET.
 CZ1899'
 CZ1899'THE AZIMUTH MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK
 CZ1899'STAMPED ANTELOPE 1947 AND IS APPROXIMATELY 0.4 MILE (SSW) OF
 CZ1899'THE STATION ON A RIDGE THAT RUNS PARALLEL TO THE ROAD USED
 CZ1899'TO APPROACH THE STATION AND IS IN A ROCK BED OUTCROP ABOUT
 CZ1899'6 FT (N) OF A CAIRN.
 CZ1899'
 CZ1899'CONDITION OF ALL MARKS IS EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1651 ***********************************************************************
 DB1651  DESIGNATION -  ANTELOPE
 DB1651  PID         -  DB1651
 DB1651  STATE/COUNTY-  AZ/YUMA
 DB1651  USGS QUAD   -  WELLTON MESA (1982)
 DB1651
 DB1651                         *CURRENT SURVEY CONTROL
 DB1651  ___________________________________________________________________
 DB1651* NAD 83(1992)-  32 42 14.42356(N)    114 00 56.67200(W)     ADJUSTED  
 DB1651* NAVD 88     -       249.1    (meters)     817.     (feet)  VERTCON   
 DB1651  ___________________________________________________________________
 DB1651  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DB1651  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DB1651  HORZ ORDER  -  THIRD
 DB1651
 DB1651.The horizontal coordinates were established by classical geodetic methods
 DB1651.and adjusted by the National Geodetic Survey in August 1993.
 DB1651
 DB1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1651
 DB1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1651
 DB1651.The geoid height was determined by GEOID03.
 DB1651
 DB1651;                    North         East     Units Scale Factor Converg.
 DB1651;SPC AZ W     -   188,966.126   188,444.567   MT  0.99994099   -0 08 36.9
 DB1651;SPC AZ W     -   619,967.60    618,256.45   iFT  0.99994099   -0 08 36.9
 DB1651;UTM  11      - 3,622,412.431   779,757.086   MT  1.00056517   +1 36 48.4
 DB1651;UTM  12      - 3,622,496.037   217,290.291   MT  1.00058565   -1 37 49.7
 DB1651
 DB1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1651!SPC AZ W     -   0.99996609  x   0.99994099  =   0.99990708
 DB1651!UTM  11      -   0.99996609  x   1.00056517  =   1.00053124
 DB1651!UTM  12      -   0.99996609  x   1.00058565  =   1.00055172
 DB1651
 DB1651                          SUPERSEDED SURVEY CONTROL
 DB1651
 DB1651  NAD 83(1986)-  32 42 14.42083(N)    114 00 56.67717(W) AD(       ) 3
 DB1651  NGVD 29 (04/26/91)  248.4    (m)          815.     (f) VERT ANG    3  
 DB1651
 DB1651.Superseded values are not recommended for survey control.
 DB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1651.See file dsdata.txt to determine how the superseded data were derived.
 DB1651
 DB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7975722412(NAD 83)
 DB1651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1651_SETTING: 66 = SET IN ROCK OUTCROP
 DB1651_SP_SET: SET IN BEDROCK
 DB1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1651+STABILITY: POSITION/ELEVATION WELL
 DB1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1651+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DB1651
 DB1651  HISTORY     - Date     Condition        Report By
 DB1651  HISTORY     - 1964     MONUMENTED       USGS
 DB1651  HISTORY     - 1964     GOOD             USGS
 DB1651  HISTORY     - 20090206 GOOD             GEOCAC
 DB1651
 DB1651                          STATION DESCRIPTION
 DB1651
 DB1651'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1651'RECOVERED IN GOOD CONDITION.
 DB1651'
 DB1651'REACHED BY HELICOPTER.
 DB1651'
 DB1651'RMS--NONE SET.
 DB1651
 DB1651                          STATION RECOVERY (2009)
 DB1651
 DB1651'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1651'RECOVERED IN GOOD CONDITION. STATION IS A USGS DISK STAMPED ANTELOPE
 DB1651'AND IS SET IN SHELF OF
 DB1651'BEDROCK LOWER THAN AND ADJACENT ON THE NORTH SIDE TO THE ROCK
 DB1651'FORMATION THAT FORMS THE
 DB1651'HIGHEST POINT ON THE HILL. REFERENCE DB1245 MIDWAY FOR TO REACH
 DB1651'INFORMATION, THIS STATION IS
 DB1651'A SHORT PACK ALONG A RIDGELINE TRAIL FROM THAT STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0418 ***********************************************************************
 GQ0418  DESIGNATION -  ANVIL
 GQ0418  PID         -  GQ0418
 GQ0418  STATE/COUNTY-  AZ/MOHAVE
 GQ0418  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0418
 GQ0418                         *CURRENT SURVEY CONTROL
 GQ0418  ___________________________________________________________________
 GQ0418* NAD 83(1992)-  36 56 49.62159(N)    113 48 18.77019(W)     ADJUSTED  
 GQ0418* NAVD 88     -       722.2    (meters)    2369.     (feet)  VERTCON   
 GQ0418  ___________________________________________________________________
 GQ0418  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 GQ0418  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 GQ0418  HORZ ORDER  -  SECOND
 GQ0418
 GQ0418.The horizontal coordinates were established by classical geodetic methods
 GQ0418.and adjusted by the National Geodetic Survey in November 1997.
 GQ0418
 GQ0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0418
 GQ0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0418
 GQ0418.The geoid height was determined by GEOID03.
 GQ0418
 GQ0418;                    North         East     Units Scale Factor Converg.
 GQ0418;SPC AZ W     -   659,625.305   208,442.241   MT  0.99993363   -0 01 59.5
 GQ0418;SPC AZ W     - 2,164,125.02    683,865.62   iFT  0.99993363   -0 01 59.5
 GQ0418;SPC UT S     - 3,033,656.524   294,676.101   MT  1.00005714   -1 24 44.6
 GQ0418;UTM  12      - 4,092,683.246   250,202.415   MT  1.00036878   -1 41 13.3
 GQ0418
 GQ0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0418!SPC AZ W     -   0.99989061  x   0.99993363  =   0.99982425
 GQ0418!SPC UT S     -   0.99989061  x   1.00005714  =   0.99994775
 GQ0418!UTM  12      -   0.99989061  x   1.00036878  =   1.00025935
 GQ0418
 GQ0418|---------------------------------------------------------------------|
 GQ0418| PID    Reference Object                     Distance      Geod. Az  |
 GQ0418|                                                           dddmmss.s |
 GQ0418| CH2205 ANVIL RM 1                            4.996 METERS 05941     |
 GQ0418| GQ0175 C 359                                              0625025.5 |
 GQ0418| CH2206 ANVIL RM 2                            6.414 METERS 22359     |
 GQ0418|---------------------------------------------------------------------|
 GQ0418
 GQ0418                          SUPERSEDED SURVEY CONTROL
 GQ0418
 GQ0418  NAD 83(1992)-  36 56 49.62105(N)    113 48 18.77039(W) AD(       ) 2
 GQ0418  NAD 83(1986)-  36 56 49.61834(N)    113 48 18.76871(W) AD(       ) 2
 GQ0418  NAD 27      -  36 56 49.69050(N)    113 48 15.90580(W) AD(       ) 2
 GQ0418  NGVD 29 (07/19/86)  721.4    (m)         2367.     (f) VERT ANG    3  
 GQ0418
 GQ0418.Superseded values are not recommended for survey control.
 GQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0418.See file dsdata.txt to determine how the superseded data were derived.
 GQ0418
 GQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5020292683(NAD 83)
 GQ0418_MARKER: DE = TRAVERSE STATION DISK
 GQ0418_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0418
 GQ0418  HISTORY     - Date     Condition        Report By
 GQ0418  HISTORY     - 1962     MONUMENTED       CGS
 GQ0418
 GQ0418                          STATION DESCRIPTION
 GQ0418
 GQ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0418'STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF LITTLEFIELD,
 GQ0418'ABOUT 1/2 MILE NORTH OF THE VIRGIN RIVER, ABOUT 1/4 MILE SOUTHEAST
 GQ0418'OF A HIGH PINNACLE SANDSTONE FORMATION AND ON THE HIGHEST POINT
 GQ0418'OF A LOW NARROW BARE HILL THAT SLOPES TO THE SOUTHEAST TOWARD THE
 GQ0418'VIRGIN RIVER.
 GQ0418'
 GQ0418'TO REACH FROM THE BEAVER DAM LODGE, JUST NORTH OF LITTLEFIELD,
 GQ0418'ARIZONA, GO NORTH ON U.S. HIGHWAY 91 FOR 4.9 MILES TO A SIDE ROAD
 GQ0418'RIGHT, TURN RIGHT AND GO SOUTHERLY THEN SOUTHEASTERLY ON BLADED
 GQ0418'ROAD FOR 1.4 MILES TO A GATE, PASS THROUGH GATE AND FOLLOW BLADED
 GQ0418'ROAD 3.0 MILES EASTERLY TO ANOTHER GATE, PASS THROUGH GATE AND
 GQ0418'CONTINUE 0.6 MILES TO A GATE, PASS THROUGH GATE AND CONTINUE
 GQ0418'EASTERLY 3.0 MILES TO A CORRAL AND END OF TRUCK TRAVEL.
 GQ0418'FROM HERE HORSE PACK SOUTH ON DIM TRAIL THAT GOES SOUTH
 GQ0418'DOWN CANYON FOR ABOUT 2 MILES (1 HOUR) TO THE VIRGIN RIVER,
 GQ0418'TURN RIGHT AND GO NORTHWEST ABOUT 0.05 MILE TO THE AZIMUTH MARK
 GQ0418'AS DESCRIBED, CONTINUE NORTHWEST THROUGH CUT AROUND TO
 GQ0418'THE NORTH SIDE OF SANDSTONE BLUFFS FOR ABOUT 0.4 MILE TO
 GQ0418'THE NORTH SIDE OF BLUFFS, FROM HERE GO SOUTHERLY AROUND
 GQ0418'EAST SIDE OF PINNACLE SANDSTONE FORMATION PICKING WAY
 GQ0418'THROUGH ROCKS FOR 0.25 MILE TO A FENCE, CROSS FENCE AND GO
 GQ0418'SOUTH FOR ABOUT 0.1 MILE THENCE RIGHT AND GO 0.05 MILE TO TOP
 GQ0418'OF HILL AND STATION.
 GQ0418'
 GQ0418'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ANVIL 1962, IS
 GQ0418'SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK FORMATION WHICH
 GQ0418'IS ABOUT 3 FEET LONG AND 1-1/2 FEET WIDE AND PROJECTS ABOUT
 GQ0418'8 INCHES.  THE MARK IS 55 FEET EAST OF A SADDLE ON HILL AND
 GQ0418'13 FEET SOUTHWEST OF CAIRN.
 GQ0418'
 GQ0418'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ANVIL
 GQ0418'NO 1 1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 GQ0418'WHICH PROJECTS ABOUT 4 INCHES ON THE NORTH SIDE AND IS FLUSH WITH
 GQ0418'GROUND AROUND OTHER SIDES.  THE MARK IS ABOUT 1 FOOT LOWER
 GQ0418'IN ELEVATION THAN THE STATION, IS 71 FEET EAST OF SADDLE AND
 GQ0418'5 FEET EAST OF CAIRN.
 GQ0418'
 GQ0418'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK STAMPED ANVIL
 GQ0418'NO 2 1962, IS SET IN A DRILL HOLE IN TOP OF A BOULDER WHICH
 GQ0418'MEASURES 2 BY 2 FEET.  THE MARK IS THE SAME ELEVATION AS
 GQ0418'STATION, IS 35 FEET EAST OF SADDLE AND 32 FEET SOUTHWEST OF
 GQ0418'CAIRN.
 GQ0418'
 GQ0418'BENCH MARK C 359 (AZIMUTH MARK), IS SET IN TOP OF A TRIANGULAR
 GQ0418'SHAPED OUTCROPPING BEDROCK FORMATION WHICH MEASURES ABOUT 2-1/2
 GQ0418'FEET ACROSS AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  THE
 GQ0418'DISK IS STAMPED C 359 1960.  THE MARK IS ABOUT 400 FEET EAST
 GQ0418'OF A RED SANDSTONE BLUFF AND ABOUT 200 FEET NORTH OF THE VIRGIN
 GQ0418'RIVER.
 GQ0418'
 GQ0418'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6801 ***********************************************************************
 AC6801  SACS        -  This is a Secondary Airport Control Station.
 AC6801  DESIGNATION -  AP STA A2 FLG
 AC6801  PID         -  AC6801
 AC6801  STATE/COUNTY-  AZ/COCONINO
 AC6801  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AC6801
 AC6801                         *CURRENT SURVEY CONTROL
 AC6801  ___________________________________________________________________
 AC6801* NAD 83(2007)-  35 07 52.19981(N)    111 40 40.82880(W)     ADJUSTED  
 AC6801* NAVD 88     -      2137.38   (meters)    7012.4    (feet)  GPS OBS   
 AC6801  ___________________________________________________________________
 AC6801  EPOCH DATE  -        2007.00
 AC6801  X           -  -1,929,618.420 (meters)                     COMP
 AC6801  Y           -  -4,854,339.771 (meters)                     COMP
 AC6801  Z           -   3,650,994.189 (meters)                     COMP
 AC6801  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AC6801  ELLIP HEIGHT-        2114.276 (meters)          (02/10/07) ADJUSTED
 AC6801  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AC6801
 AC6801  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6801  Type    PID    Designation                      North   East  Ellip
 AC6801  -------------------------------------------------------------------
 AC6801  NETWORK AC6801 AP STA A2 FLG                     0.49   0.43   1.06
 AC6801  -------------------------------------------------------------------
 AC6801
 AC6801.This mark is at Flagstaff Pulliam Airport (FLG)
 AC6801
 AC6801.The horizontal coordinates were established by GPS observations
 AC6801.and adjusted by the National Geodetic Survey in February 2007.
 AC6801
 AC6801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6801.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6801.The horizontal coordinates are valid at the epoch date displayed above.
 AC6801.The epoch date for horizontal control is a decimal equivalence
 AC6801.of Year/Month/Day.
 AC6801
 AC6801.The orthometric height was determined by GPS observations and a
 AC6801.high-resolution geoid model.
 AC6801
 AC6801.GPS derived orthometric heights for airport stations designated as
 AC6801.PACS or SACS are published to 2 decimal places.  This maintains
 AC6801.centimeter relative accuracy between the PACS and SACS.  It does
 AC6801.not indicate centimeter accuracy relative to other marks which are
 AC6801.part of the NAVD 88 network.
 AC6801
 AC6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6801
 AC6801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6801
 AC6801.The ellipsoidal height was determined by GPS observations
 AC6801.and is referenced to NAD 83.
 AC6801
 AC6801.The geoid height was determined by GEOID03.
 AC6801
 AC6801;                    North         East     Units Scale Factor Converg.
 AC6801;SPC AZ C     -   458,150.685   235,109.736   MT  0.99990583   +0 08 14.4
 AC6801;SPC AZ C     - 1,503,119.05    771,357.40   iFT  0.99990583   +0 08 14.4
 AC6801;UTM  12      - 3,887,799.424   438,229.048   MT  0.99964702   -0 23 24.6
 AC6801
 AC6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6801!SPC AZ C     -   0.99966824  x   0.99990583  =   0.99957410
 AC6801!UTM  12      -   0.99966824  x   0.99964702  =   0.99931538
 AC6801
 AC6801:                Primary Azimuth Mark                     Grid Az
 AC6801:SPC AZ C     -  FLG A                                    044 07 35.6
 AC6801:UTM  12      -  FLG A                                    044 39 14.6
 AC6801
 AC6801|---------------------------------------------------------------------|
 AC6801| PID    Reference Object                     Distance      Geod. Az  |
 AC6801|                                                           dddmmss.s |
 AC6801| AC6800 FLG A                               431.409 METERS 0441550.0 |
 AC6801|---------------------------------------------------------------------|
 AC6801
 AC6801                          SUPERSEDED SURVEY CONTROL
 AC6801
 AC6801  ELLIP H (01/12/01) 2114.297  (m)                       GP(       ) 4 1
 AC6801  NAD 83(1992)-  35 07 52.19896(N)    111 40 40.82763(W) AD(       ) 1
 AC6801  ELLIP H (03/14/97) 2114.365  (m)                       GP(       ) 3 1
 AC6801
 AC6801.Superseded values are not recommended for survey control.
 AC6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6801.See file dsdata.txt to determine how the superseded data were derived.
 AC6801
 AC6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3822987799(NAD 83)
 AC6801_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6801_SETTING: 66 = SET IN ROCK OUTCROP
 AC6801_STAMPING: AP 1973 STA. A2. FLG.
 AC6801_MARK LOGO: CGS   
 AC6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6801+STABILITY: POSITION/ELEVATION WELL
 AC6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6801+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1997
 AC6801
 AC6801  HISTORY     - Date     Condition        Report By
 AC6801  HISTORY     - 1973     MONUMENTED       CGS
 AC6801  HISTORY     - 19940615 GOOD             NGS
 AC6801  HISTORY     - 19951210 GOOD             CHANCE
 AC6801  HISTORY     - 19970606 GOOD             NGS
 AC6801
 AC6801                          STATION DESCRIPTION
 AC6801
 AC6801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AC6801'THIS STATION IS LOCATED IN THE SOUTH WESTERN SECTION OF THE PULLMAN
 AC6801'AIRPORT, NEAR RUNWAY END 3.  IT IS 218.4 FT (66.6 M) EAST OF THE SE
 AC6801'THRESHOLD LIGHT, 144.0 FT (43.9 M) SE OF THE SE EDGE OF THE RUNWAY,
 AC6801'135.8 FT (41.4 M) SE OF THE 1ST RUNWAY LIGHT AND ABOUT 125 FT (38.1 M)
 AC6801'NE OF THE SW END OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK SET IN
 AC6801'THE TOP OF A 12 INCH CONCRETE POST, PROJECTING ABOUT 2 INCHES, AND
 AC6801'STAMPED AP 1973 STA A2 FLG 19.5 FT (5.9 M) SOUTHWEST AND ON LINE WITH
 AC6801'THE FIRST SET OF RUNWAY LIGHTS.
 AC6801
 AC6801                          STATION RECOVERY (1995)
 AC6801
 AC6801'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6801'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) SOUTH-SOUTHWEST
 AC6801'OF THE CITY OF FLAGSTAFF AT THE FLAGSTAFF PULLIAM AIRPORT.  OWNERSHIP
 AC6801'-- CITY OF FLAGSTAFF, KEN PATRICK - LEADPERSON, PHONE (520) 774-1422
 AC6801'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AC6801'40 SOUTH OF FLAGSTAFF (INTERCHANGE 340 ON INTERSTATE 17) , PROCEED
 AC6801'SOUTH ON INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337. TURN LEFT AT
 AC6801'END OF EXIT RAMP AND PROCEED EAST FOR 0.15 KM (0.10 MI) CROSSING OVER
 AC6801'INTERSTATE 17 TO THE JUNCTION WITH W SHAMRELL BOULEVARD.  BEAR LEFT
 AC6801'AND CONTINUE EASTERLY ON W SHAMRELL BOULEVARD TO THE AIRPORT
 AC6801'OPERATIONS BUILDING (BLDG 6619) AND ACCESS GATE. PROCEED THROUGH
 AC6801'ACCESS GATE AND CONTINUE EAST ACROSS APRON TO PARALLEL TAXIWAY.  TURN
 AC6801'RIGHT AT PARALLEL TAXIWAY AND GO SOUTHWEST ALONG TAXIWAY FOR 0.4 KM
 AC6801'(0.25 MI) TO THE JUNCTION WITH TAXIWAY G. TURN LEFT AND PROCEED
 AC6801'SOUTHEASTERLY ALONG TAXIWAY G CROSSING THE APPROACH END OF RUNWAY 3 TO
 AC6801'THE STATION ON THE LEFT THE STATION IS A STANDARD NOS SURVEY DISK SET
 AC6801'IN THE TOP OF A 30 CM CONCRETE POST PROJECTING 5 CM AVOVE GROUND
 AC6801'LEVEL.  THE STATION IS LOCATED 66.5 M (218.2 FT) EAST OF THE
 AC6801'SOUTHEASTERNMOST THRESHOLD LIGHT, 44.9 M (147.3 FT) SOUTHEAST OF THE
 AC6801'SOUTHEAST EDGE OF RUNWAY 3-21, 41.4 M (135.8 FT) SOUTHEAST OF THE
 AC6801'FIRST RUNWAY LIGHT NORTHEAST OF THE APPROACH END OF RUNWAY 3,
 AC6801'APPROXIMATELY 38.1 M (125.0 FT) NORTHEAST OF THE APPROACH END OF
 AC6801'RUNWAY 3, 5.9 M (19.4 FT) SOUTHWEST OF THE SOUTHEASTERLY EXTENSION
 AC6801'LINE THROUGHT THE FIRST SET OF RUNWAY LIGHTS NORTHEAST OF THE APPROACH
 AC6801'END OF RUNWAY 3, AND 0.9 M (3.0 FT) NORTHWEST OF A CARSONITE WITNESS
 AC6801'POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6801'(SACS) - ARIZONA ANA SURVEYS 1996
 AC6801
 AC6801                          STATION RECOVERY (1997)
 AC6801
 AC6801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC6801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06 MAY 1997 (WCW) .
 AC6801'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 AC6801'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTHWEST OF FLAGSTAFF AT THE
 AC6801'FLAGSTAFF PULLIAM AIRPORT, ON THE EAST SIDE OF APPROACH 3.  OWNERSHIP
 AC6801'-- CITY OF FLAGSTAFF, 211 WEST ASPEN AVE, FLAGSTAFF AZ 86001, PHONE
 AC6801'520-774-5281.  AIRPORT MANAGER IS MICHAEL COVALT.  FOR ACCESS TO
 AC6801'STATION CONTACT AIRPORT OPERATIONS LEADPERSON KEN PATRICK, 6200 SOUTH
 AC6801'PULLIAM DR, FLAGSTAFF AZ 86001, PHONE 520-556-1422.  TO REACH THE
 AC6801'STATION FROM THE JUNCTION OF INTERSTATE 40 (EXIT 195) AND COMBINED
 AC6801'STATE HIGHWAY 89A AND INTERSTATE 17 (EXIT 340) , GO SOUTHERLY ON
 AC6801'INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337 AND JIM POWELL DRIVE AT
 AC6801'THE END OF THE EXIT RAMP.  NOTE THAT STATE HIGHWAY 89A CONTINUES WEST
 AC6801'THEN SOUTH.  FROM THE END OF THE EXIT RAMP TURN LEFT AND GO EAST FOR
 AC6801'0.15 MI (0.24 KM) CROSSING OVER INTERSTATE 17 TO W SHAMRELL BLVD ON
 AC6801'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE AIRPORT
 AC6801'BEACON ON LEFT AND THE AIRPORT OPERATIONS BUILDING (BLDG 6619) ON
 AC6801'RIGHT.  TURN RIGHT AND GO WESTERLY PASSING OPERATIONS ON RIGHT TO THE
 AC6801'SOUTH GATE ON LEFT.  PASS THROUGH THE GATE AND BEAR LEFT TO GO
 AC6801'SOUTHEAST CROSSING THE SOUTH RAMP (AKA ALPINE RAMP) TO THE PARALLEL
 AC6801'TAXIWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) TO
 AC6801'CONNECTOR TAXIWAY G ON LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM
 AC6801'(0.10 MI) CROSSING APPROACH 3 TO THE STATION ON LEFT.  THE MARK IS A
 AC6801'CGS TOPOGRAPHIC STATION DISK IN A 30 CM (12 IN) ROUND CAST IN PLACE
 AC6801'CONCRETE POST.  HAND EXCAVATION SHOWED THE POST TO HAVE A CONICAL
 AC6801'SHAPE (POTENTIAL TIPPING DAMAGE) AND TO BEAR ON SANDSTONE BEDROCK.
 AC6801'THE STATION IS LOCATED 66.8 M (219.2 FT) SOUTHEAST FROM THE RUNWAY
 AC6801'CENTER, 43.9 M (144.0 FT) SOUTHEAST FROM THE SOUTHEAST RUNWAY EDGE,
 AC6801'50.6 M (166.0 FT) NORTHEAST FROM THE SOUTHEASTERLY EXTENDED END OF
 AC6801'PAVEMENT, 6.1 M (20.0 FT) SOUTHWEST FROM THE SOUTHEASTERLY EXTENSION
 AC6801'LINE THROUGH THE FIRST SET OF RUNWAY LIGHTS NORTHEAST OF APPROACH 3,
 AC6801'AND 0.9 M (3.0 FT) NORTHWEST FROM AN ORANGE FIBERGLASS NGS WITNESS
 AC6801'POST SHALLOWLY SET IN A DRILL HOLE IN THE SANDSTONE.  THE MARK IS
 AC6801'FLUSH WITH GRADE AND IS ABOUT LEVEL WITH THE RUNWAY CENTER. DESC
 AC6801'06JUN1997 WC WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0302 ***********************************************************************
 GQ0302  DESIGNATION -  APACHE
 GQ0302  PID         -  GQ0302
 GQ0302  STATE/COUNTY-  AZ/COCONINO
 GQ0302  USGS QUAD   -  EXPLORERS MONUMENT (1988)
 GQ0302
 GQ0302                         *CURRENT SURVEY CONTROL
 GQ0302  ___________________________________________________________________
 GQ0302* NAD 83(1992)-  36 12 49.21005(N)    112 30 02.43105(W)     ADJUSTED  
 GQ0302* NAVD 88     -      1953.1    (meters)    6408.     (feet)  VERTCON   
 GQ0302  ___________________________________________________________________
 GQ0302  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GQ0302  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GQ0302  HORZ ORDER  -  FIRST
 GQ0302
 GQ0302.The horizontal coordinates were established by classical geodetic methods
 GQ0302.and adjusted by the National Geodetic Survey in August 1993.
 GQ0302
 GQ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0302
 GQ0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0302
 GQ0302.The geoid height was determined by GEOID03.
 GQ0302
 GQ0302;                    North         East     Units Scale Factor Converg.
 GQ0302;SPC AZ C     -   578,377.598   160,851.013   MT  0.99993396   -0 20 42.1
 GQ0302;SPC AZ C     - 1,897,564.30    527,726.42   iFT  0.99993396   -0 20 42.1
 GQ0302;UTM  12      - 4,008,691.736   365,108.797   MT  0.99982419   -0 53 12.2
 GQ0302
 GQ0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0302!SPC AZ C     -   0.99969721  x   0.99993396  =   0.99963119
 GQ0302!UTM  12      -   0.99969721  x   0.99982419  =   0.99952146
 GQ0302
 GQ0302:                Primary Azimuth Mark                     Grid Az
 GQ0302:SPC AZ C     -  SIGNAL HILL                              110 43 42.0
 GQ0302:UTM  12      -  SIGNAL HILL                              111 16 12.1
 GQ0302
 GQ0302|---------------------------------------------------------------------|
 GQ0302| PID    Reference Object                     Distance      Geod. Az  |
 GQ0302|                                                           dddmmss.s |
 GQ0302| GQ0298 SIGNAL HILL                         APPROX.13.8 KM 1102259.9 |
 GQ0302| CH2210 APACHE RM 1                           7.480 METERS 11709     |
 GQ0302| CH2211 APACHE RM 2                           8.150 METERS 21141     |
 GQ0302|---------------------------------------------------------------------|
 GQ0302
 GQ0302                          SUPERSEDED SURVEY CONTROL
 GQ0302
 GQ0302  NAD 83(1986)-  36 12 49.20242(N)    112 30 02.42920(W) AD(       ) 1
 GQ0302  NAD 27      -  36 12 49.27300(N)    112 29 59.76800(W) AD(       ) 1
 GQ0302  NGVD 29 (05/08/89) 1952.2    (m)         6405.     (f) VERT ANG    3  
 GQ0302
 GQ0302.Superseded values are not recommended for survey control.
 GQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0302.See file dsdata.txt to determine how the superseded data were derived.
 GQ0302
 GQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6510908692(NAD 83)
 GQ0302_MARKER: DS = TRIANGULATION STATION DISK
 GQ0302_SETTING: 80 = SET IN A BOULDER
 GQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0302+STABILITY: SURFACE MOTION
 GQ0302
 GQ0302  HISTORY     - Date     Condition        Report By
 GQ0302  HISTORY     - 1903     MONUMENTED       USGS
 GQ0302  HISTORY     - 1934     GOOD             USGS
 GQ0302  HISTORY     - 1952     GOOD             CGS
 GQ0302  HISTORY     - 1956     GOOD             USGS
 GQ0302
 GQ0302                          STATION DESCRIPTION
 GQ0302
 GQ0302'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0302'LOCATED ON NORTHERNMOST POINT OF APACHE HEADLAND.
 GQ0302'
 GQ0302'TO REACH FROM BASS-SUPAI WAGON RD., TAKE SADDLE HORSES TO
 GQ0302'STATION.
 GQ0302'
 GQ0302'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0302'IN LIMESTONE ROCK.
 GQ0302'
 GQ0302'RMS--NONE SET.
 GQ0302
 GQ0302                          STATION RECOVERY (1934)
 GQ0302
 GQ0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0302'STATION IS 8 PACES S OF THE EDGE OF THE CLIFF, AND ON THE
 GQ0302'NORTHERN END OF THE EASTERN OF TWO FLAT-TOP HILLS OF ABOUT
 GQ0302'THE SAME ELEVATION AND ABOUT 3/4 MILE APART, AND ABOUT 23 MILES
 GQ0302'WNW OF GRAND CANYON VILLAGE (DISTANCE AIR LINE).
 GQ0302'
 GQ0302'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GQ0302'OUTCROPPING BEDROCK.
 GQ0302'
 GQ0302'REACHED FROM GRAND CANYON VILLAGE AS FOLLOWS.  GO W ON THE
 GQ0302'HILLTOP ROAD 22.0 MILES TO THE JUNCTION OF THE HILLTOP,
 GQ0302'PASTURE WASH ROADS.  CONTINUE ON THE HILLTOP ROAD 7.9 MILES,
 GQ0302'THIS POINT IS 0.8 MILE AFTER THE DESCENT INTO THE CANYONS.  TURN
 GQ0302'RIGHT ON A DIM ROAD, GO 1.1 MILES TO TANK AND OLD HOUSE.  PASS
 GQ0302'TO THE S OF THE HOUSE, THENCE W ABOUT 200 YARDS TO THE CREST OF
 GQ0302'THE RIDGE.  FOLLOW THE OLD ROAD ALONG THE RIDGE IN A NORTHERLY
 GQ0302'DIRECTION UNTIL IT DESCENDS INTO THE CANYON THENCE DOWN THE
 GQ0302'CANYON ABOUT 1/4 MILE, ABOUT 1.0 MILE FROM THE OLD HOUSE.
 GQ0302'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL CROSS RIDGE TO
 GQ0302'NW INTO DRAW, THENCE UP THE DRAW TO A POINT ABOUT 1/4 PAST WHERE
 GQ0302'IT ENTERS THE TIMBER, THEN CROSS THE LOW RIDGE TO THE
 GQ0302'LEFT, AND GO NE TO THE STATION.  ONE-HOUR PACK.
 GQ0302
 GQ0302                          STATION RECOVERY (1952)
 GQ0302
 GQ0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0302'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0302'AS ORIGINALLY DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE TO
 GQ0302'REACH THE STATION.
 GQ0302
 GQ0302                          STATION RECOVERY (1956)
 GQ0302
 GQ0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1090 ***********************************************************************
 CY1090  DESIGNATION -  APACHE
 CY1090  PID         -  CY1090
 CY1090  STATE/COUNTY-  AZ/GREENLEE
 CY1090  USGS QUAD   -  YORK (1986)
 CY1090
 CY1090                         *CURRENT SURVEY CONTROL
 CY1090  ___________________________________________________________________
 CY1090* NAD 83(1992)-  32 53 03.71540(N)    109 12 07.58363(W)     ADJUSTED  
 CY1090* NAVD 88     -      1174.6    (meters)    3854.     (feet)  VERTCON   
 CY1090  ___________________________________________________________________
 CY1090  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CY1090  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CY1090  HORZ ORDER  -  SECOND
 CY1090
 CY1090.The horizontal coordinates were established by classical geodetic methods
 CY1090.and adjusted by the National Geodetic Survey in August 1993.
 CY1090
 CY1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1090
 CY1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1090
 CY1090.The geoid height was determined by GEOID03.
 CY1090
 CY1090;                    North         East     Units Scale Factor Converg.
 CY1090;SPC AZ E     -   209,341.038   303,611.382   MT  1.00000040   +0 31 25.5
 CY1090;SPC AZ E     -   686,814.43    996,100.33   iFT  1.00000040   +0 31 25.5
 CY1090;UTM  12      - 3,639,900.756   668,181.874   MT  0.99994877   +0 58 35.0
 CY1090
 CY1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1090!SPC AZ E     -   0.99981968  x   1.00000040  =   0.99982008
 CY1090!UTM  12      -   0.99981968  x   0.99994877  =   0.99976846
 CY1090
 CY1090|---------------------------------------------------------------------|
 CY1090| PID    Reference Object                     Distance      Geod. Az  |
 CY1090|                                                           dddmmss.s |
 CY1090| CC5966 APACHE RM 1                          11.714 METERS 01806     |
 CY1090| CC5967 APACHE RM 2                           9.121 METERS 17333     |
 CY1090| CY1088 SIDE                                APPROX. 7.4 KM 3421536.3 |
 CY1090|---------------------------------------------------------------------|
 CY1090
 CY1090                          SUPERSEDED SURVEY CONTROL
 CY1090
 CY1090  NAD 83(1986)-  32 53 03.71141(N)    109 12 07.58018(W) AD(       ) 2
 CY1090  NAD 27      -  32 53 03.47112(N)    109 12 05.34176(W) AD(       ) 2
 CY1090  NGVD 29 (07/19/86) 1173.9    (m)         3851.     (f) VERT ANG    3  
 CY1090
 CY1090.Superseded values are not recommended for survey control.
 CY1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1090.See file dsdata.txt to determine how the superseded data were derived.
 CY1090
 CY1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6818239901(NAD 83)
 CY1090_MARKER: DS = TRIANGULATION STATION DISK
 CY1090_SETTING: 66 = SET IN ROCK OUTCROP
 CY1090_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1090+STABILITY: POSITION/ELEVATION WELL
 CY1090
 CY1090  HISTORY     - Date     Condition        Report By
 CY1090  HISTORY     - 1976     MONUMENTED       AZDT
 CY1090  HISTORY     - 1983     GOOD             AZDT
 CY1090
 CY1090                          STATION DESCRIPTION
 CY1090
 CY1090'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1090'STATION IS ABOUT 31 MILES EAST OF SAFFORD, 13 MILES EAST SOUTHEAST
 CY1090'OF CLIFTON AND 0.25 MILE EAST OF STATE HWY. 75 ON A ROCKY OUTCROP.
 CY1090'
 CY1090'STATION IS AN ADOT HWY. DIVISION DISK STAMPED APACHE 1976 AND IS
 CY1090'EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP AND MARKED WITH A
 CY1090'WITNESS POST AND SIGN SET IN A ROCK CAIRN 5 FEET TO WEST.
 CY1090'
 CY1090'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED APACHE
 CY1090'RM 1 1976 AND IS EPOXIED ON A BEDROCK BOULDER ABOUT 3 FEET LOWER
 CY1090'THAN STATION.
 CY1090'
 CY1090'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED APACHE
 CY1090'RM 2 1976 AND IS EPOXIED TO A BEDROCK BOULDER ABOUT 4 FEET LOWER
 CY1090'THAN STATION.
 CY1090'
 CY1090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND STATE
 CY1090'HWY. 75 IN DUNCAN, GO NORTH ON STATE ROUTE 75 TO MILE POST
 CY1090'393.14.  TURN LEFT ON ROAD THAT LEADS TO A DUMP AND GO 150 FEET
 CY1090'AND THEN TURN LEFT FOR 0.05 MILE TO A CATTLE GUARD AND ROAD FORKS,
 CY1090'TAKE RIGHT FORK AND GO 0.08 MILE TO ANOTHER ROAD FORK, TAKE RIGHT
 CY1090'FORK AND GO 0.17 MILE TO A PIPE LINE ROAD UNDER A POWER LINE.
 CY1090'TURN LEFT ON PIPELINE ROAD AND GO 0.07 MILE TO HIGHEST POINT ON
 CY1090'ROAD AND END OF TRUCK TRAVEL.  PACK UP HILL EASTERLY TO SECOND
 CY1090'ROCKY OUTCROP AND THE STATION.  A 10 MINUTE PACK.
 CY1090'
 CY1090'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1090
 CY1090                          STATION RECOVERY (1983)
 CY1090
 CY1090'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1090'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0477 ***********************************************************************
 ER0477  DESIGNATION -  APACHE
 ER0477  PID         -  ER0477
 ER0477  STATE/COUNTY-  AZ/APACHE
 ER0477  USGS QUAD   -  COYOTE HILLS (1969)
 ER0477
 ER0477                         *CURRENT SURVEY CONTROL
 ER0477  ___________________________________________________________________
 ER0477* NAD 83(1992)-  34 07 54.49194(N)    109 13 05.81995(W)     ADJUSTED  
 ER0477* NAVD 88     -      2303.7    (meters)    7558.     (feet)  VERTCON   
 ER0477  ___________________________________________________________________
 ER0477  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 ER0477  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0477  HORZ ORDER  -  SECOND
 ER0477
 ER0477.The horizontal coordinates were established by classical geodetic methods
 ER0477.and adjusted by the National Geodetic Survey in August 1993.
 ER0477
 ER0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0477
 ER0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0477
 ER0477.The geoid height was determined by GEOID03.
 ER0477
 ER0477;                    North         East     Units Scale Factor Converg.
 ER0477;SPC AZ E     -   347,678.712   300,833.382   MT  0.99999429   +0 31 55.8
 ER0477;SPC AZ E     - 1,140,678.19    986,986.16   iFT  0.99999429   +0 31 55.8
 ER0477;UTM  12      - 3,778,203.825   664,292.998   MT  0.99993274   +0 59 59.8
 ER0477
 ER0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0477!SPC AZ E     -   0.99964202  x   0.99999429  =   0.99963631
 ER0477!UTM  12      -   0.99964202  x   0.99993274  =   0.99957478
 ER0477
 ER0477|---------------------------------------------------------------------|
 ER0477| PID    Reference Object                     Distance      Geod. Az  |
 ER0477|                                                           dddmmss.s |
 ER0477| CD1520 APACHE RM 1                           7.510 METERS 11645     |
 ER0477| CD1521 APACHE RM 2                           7.922 METERS 19341     |
 ER0477| ER0474 PICNIC                              APPROX. 3.7 KM 1981653.4 |
 ER0477|---------------------------------------------------------------------|
 ER0477
 ER0477                          SUPERSEDED SURVEY CONTROL
 ER0477
 ER0477  NAD 83(1986)-  34 07 54.49083(N)    109 13 05.82617(W) AD(       ) 2
 ER0477  NAD 27      -  34 07 54.32283(N)    109 13 03.52230(W) AD(       ) 2
 ER0477  NGVD 29 (07/19/86) 2302.7    (m)         7555.     (f) VERT ANG    3  
 ER0477
 ER0477.Superseded values are not recommended for survey control.
 ER0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0477.See file dsdata.txt to determine how the superseded data were derived.
 ER0477
 ER0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6429378204(NAD 83)
 ER0477_MARKER: DD = SURVEY DISK
 ER0477_SETTING: 66 = SET IN ROCK OUTCROP
 ER0477_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ER0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0477+STABILITY: POSITION/ELEVATION WELL
 ER0477
 ER0477  HISTORY     - Date     Condition        Report By
 ER0477  HISTORY     - 1978     MONUMENTED       AZDT
 ER0477
 ER0477                          STATION DESCRIPTION
 ER0477
 ER0477'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0477'THE STATION IS LOCATED ABOUT 4 MILES EAST OF SPRINGERVILLE ON A NOSE
 ER0477'OF A PROMINENT MESA 1.5 MILE SOUTH OF U.S. HWY. 60.
 ER0477'
 ER0477'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---APACHE 1978---AND
 ER0477'IS EPOXIED IN A DRILL HOLE IN BEDROCK, MARKED WITH A WITNESS POST AND
 ER0477'SIGN 4.5 FEET TO SOUTHWEST.
 ER0477'
 ER0477'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---APACHE RM 1
 ER0477'---AND IS EPOXIED TO BEDROCK.
 ER0477'
 ER0477'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---APACHE RM 2
 ER0477'---AND IS EPOXIED TO BEDROCK.
 ER0477'
 ER0477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-180 AND 666,
 ER0477'0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON HWY. 180-666 FOR 4.2
 ER0477'MILES TO TOP OF A MESA AND MILE POST 404.96, TURN LEFT PASSING THROUGH
 ER0477'R/W FENCE AND MAKE A HARD RIGHT TURN AND GO 0.5 MILES TO A TRACK ROAD,
 ER0477'TURN LEFT AND GO 0.26 MILE TO A FORK, TAKE LEFT FORK FOR 0.22 MILE TO
 ER0477'ANOTHER FORK, TAKE LEFT FORK AND GO 1.32 MILES TO FORK, TAKE LEFT FORK
 ER0477'FOR 0.18 MILE TO ANOTHER FORK AND CONTINUE FOR 0.51 MILE TO A GATE IN
 ER0477'APACHE NATIONAL FOREST, GO THROUGH GATE FOR 0.4 MILE ON DIM TRACK ROAD
 ER0477'TO END OF TRUCK TRAVEL.  AT THIS POINT, MESA NARROWS.  STATION IS
 ER0477'ABOUT 500 FEET NORTH ON NOSE OF MESA.  ABOUT A 3 MINUTE PACK.
 ER0477'
 ER0477'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1062 ***********************************************************************
 ES1062  DESIGNATION -  APACHE
 ES1062  PID         -  ES1062
 ES1062  STATE/COUNTY-  AZ/NAVAJO
 ES1062  USGS QUAD   -  APACHE BUTTE (1986)
 ES1062
 ES1062                         *CURRENT SURVEY CONTROL
 ES1062  ___________________________________________________________________
 ES1062* NAD 83(1992)-  34 55 40.74112(N)    110 26 43.64504(W)     ADJUSTED  
 ES1062* NAVD 88     -      1581.8    (meters)    5190.     (feet)  VERTCON   
 ES1062  ___________________________________________________________________
 ES1062  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ES1062  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES1062  HORZ ORDER  -  FIRST
 ES1062
 ES1062.The horizontal coordinates were established by classical geodetic methods
 ES1062.and adjusted by the National Geodetic Survey in August 1993.
 ES1062
 ES1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1062
 ES1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1062
 ES1062.The geoid height was determined by GEOID03.
 ES1062
 ES1062;                    North         East     Units Scale Factor Converg.
 ES1062;SPC AZ E     -   435,621.006   187,889.979   MT  0.99990799   -0 09 34.6
 ES1062;SPC AZ E     - 1,429,202.78    616,436.94   iFT  0.99990799   -0 09 34.6
 ES1062;UTM  12      - 3,865,197.105   550,647.540   MT  0.99963161   +0 19 03.0
 ES1062
 ES1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1062!SPC AZ E     -   0.99975558  x   0.99990799  =   0.99966359
 ES1062!UTM  12      -   0.99975558  x   0.99963161  =   0.99938728
 ES1062
 ES1062:                Primary Azimuth Mark                     Grid Az
 ES1062:SPC AZ E     -  LOS ANGELES ALBUQ AWY BCN 48             039 36 16.2
 ES1062:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 48             039 07 38.6
 ES1062
 ES1062|---------------------------------------------------------------------|
 ES1062| PID    Reference Object                     Distance      Geod. Az  |
 ES1062|                                                           dddmmss.s |
 ES1062| FQ0733 LOS ANGELES ALBUQ AWY BCN 48        APPROX.14.0 KM 0392641.6 |
 ES1062| CD1513 APACHE RM 1                          45.686 METERS 18405     |
 ES1062| CD1512 APACHE AZ MK                                       2173906.3 |
 ES1062| CD1514 APACHE RM 2                          39.454 METERS 24953     |
 ES1062| FQ0744 WINSLOW AIRPORT BEACON              APPROX.26.8 KM 2925855.9 |
 ES1062| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX.24.8 KM 2940047.8 |
 ES1062| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.17.7 KM 3081124.0 |
 ES1062|---------------------------------------------------------------------|
 ES1062
 ES1062                          SUPERSEDED SURVEY CONTROL
 ES1062
 ES1062  NAD 83(1986)-  34 55 40.73534(N)    110 26 43.64756(W) AD(       ) 1
 ES1062  NAD 27      -  34 55 40.64400(N)    110 26 41.19200(W) AD(       ) 1
 ES1062  NGVD 29 (07/19/86) 1581.0    (m)         5187.     (f) VERT ANG    3  
 ES1062
 ES1062.Superseded values are not recommended for survey control.
 ES1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1062.See file dsdata.txt to determine how the superseded data were derived.
 ES1062
 ES1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5064865197(NAD 83)
 ES1062_MARKER: DS = TRIANGULATION STATION DISK
 ES1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1062
 ES1062  HISTORY     - Date     Condition        Report By
 ES1062  HISTORY     - 1936     MONUMENTED       CGS
 ES1062  HISTORY     - 1953     GOOD             CGS
 ES1062  HISTORY     - 1959     GOOD             CGS
 ES1062  HISTORY     - 1959     GOOD             CGS
 ES1062
 ES1062                          STATION DESCRIPTION
 ES1062
 ES1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1062'STATION IS 7 MILES AIRLINE WEST OF JOSEPH CITY, ABOUT 2-1/2
 ES1062'MILES SOUTHWEST OF MANILA SIDING ON THE ATCHISON, TOPEKA AND
 ES1062'SANTA FE RAILWAY, 2 MILES SOUTH OF U.S. HIGHWAY 66, 1-1/2
 ES1062'MILES SOUTH OF THE LITTLE COLORADO RIVER, AND ON THE MIDDLE OF
 ES1062'THE NORTH SIDE OF THE MAIN PART OF APACHE BUTTE, WHICH IS A
 ES1062'LOW FLAT BARREN SANDSTONE BUTTE, WITH DIRT AND GRAVEL TOP,
 ES1062'WHICH DROPS ABRUPTLY ON ALL SIDES WITH A LESSER DROP ON THE
 ES1062'SOUTHWEST WHERE IT CONNECTS WITH THE MESA.  THE STATION MARK
 ES1062'IS ON THE HIGHEST POINT.
 ES1062'
 ES1062'THE REFERENCE MARKS ARE SET IN BEDROCK ON THE SIDES OF THE
 ES1062'MESA AND LOWER THAN THE STATION.
 ES1062'
 ES1062'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION
 ES1062'ALONG THE TOP OF A MESA, ABOUT 40 YARDS NORTHEAST OF A LONE ROCK
 ES1062'ABOUT 10 FEET HIGH, AND SET IN BEDROCK FLUSH WITH THE GROUND.
 ES1062'
 ES1062'TO REACH FROM JOSEPH CITY GO SOUTH ON GRADED ROAD FROM RICHARDS
 ES1062'GROCERY ON U.S. HIGHWAY 66, AT 1.1 MILES CROSS RAILROAD TRACK
 ES1062'NEAR DEPOT AND CONTINUE SOUTH, AT 3.6 MILES LONE SOUTHEAST
 ES1062'FENCE CORNER ON RIGHT.  LEAVE GRADED ROAD, TURN 1/2 RIGHT AND GO
 ES1062'SOUTHWEST ON TRACK ROAD, AT 4.9 MILES CROSS ROAD ON SMALL
 ES1062'RISE, TURN RIGHT AND GO WEST ON PLAIN ROAD SOUTH OF FENCE LINE,
 ES1062'PASSING THROUGH WIRE GATE AT 6.0 MILES.  AT 8.2 MILES PASS LONE
 ES1062'SOUTHWEST FENCE CORNER AND BEAR RIGHT OR WEST-NORTHWEST
 ES1062'FOLLOWING MAIN-TRAVELED ROAD DIRECTLY TOWARD APACHE BUTTE,
 ES1062'THEN WESTERLY AGAIN.  AT 11.4 MILES ROAD PASSES UNDER
 ES1062'TELEPHONE LINE, AT 11.8 MILES ROAD BEARS LEFT IN BARE SPOT OF
 ES1062'GROUND.  LEAVE ROAD, TURN BACK RIGHT AND GO NORTH ACROSS
 ES1062'COUNTRY.  AT 12.3 MILES 4-STAND WIRE FENCE, TAKE DOWN AND
 ES1062'CROSS AND CONTINUE NORTH ACROSS COUNTRY PASSING TO WEST OF TOP
 ES1062'OF RIDGE TO AVOID DEEP SAND, AT 13.9 MILES END OF TRUCK
 ES1062'TRAVEL ON BUTTE 100 YARDS WEST OF STATION.
 ES1062'
 ES1062'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 ES1062'DESCRIBED.
 ES1062
 ES1062                          STATION RECOVERY (1953)
 ES1062
 ES1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 ES1062'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 ES1062'REFERENCE MARK 2 WAS NOT RECOVERED, BUT COULD VERY POSSIBLY
 ES1062'STILL BE IN PLACE.  THE NECESSARY EQUIPMENT WAS NOT AVAILABLE
 ES1062'FOR A THOROUGH SEARCH.  ALL OTHER PHASES OF THE ORIGINAL
 ES1062'DESCRIPTION ARE ADEQUATE AND CORRECT.  THE STATION WAS NOT
 ES1062'OCCUPIED AT THIS VISIT.
 ES1062
 ES1062                          STATION RECOVERY (1959)
 ES1062
 ES1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1062'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ES1062'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN VERY
 ES1062'GOOD CONDITION.
 ES1062'
 ES1062'A NEW ROUTE TO THE STATION FOLLOWS.
 ES1062'
 ES1062'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE POST
 ES1062'OFFICE IN JOSEPH CITY GO SOUTH AND EAST ON THE GRADED ROAD
 ES1062'FOR 1.0 MILE TO THE DEPOT FOR JOSEPH CITY.  CROSS THE RAILROAD
 ES1062'TRACKS AND CONTINUE SOUTH ON THE GRADED ROAD FOR 3.3 MILES TO
 ES1062'A CROSSROAD, TURN RIGHT AND FOLLOW THE GRADED ROAD WESTWARD
 ES1062'FOR 6.5 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD THEN TURN
 ES1062'RIGHT FLLOWING THE TRACK ROAD NORTH FOR 0.3 MILE TO AN EARTH
 ES1062'TANK AND THE END OF TRUCK TRAVEL FOR A 2-WHEEL DEIVE VEHICLE.
 ES1062'WITH A 4-WHEEL DRIVE VEHICLE PASS TO THE RIGHT OF THE EARTH
 ES1062'TANK AND FOLLOW THE TRACK ROAD NORTHWEST FOR 1.7 MILES TO THE
 ES1062'BASE OF APACHE BUTTE.  FROM HERE PACK NORTHEAST FOR ABOUT FIVE
 ES1062'MINUTES TO SUMMIT AND STATION.
 ES1062
 ES1062                          STATION RECOVERY (1959)
 ES1062
 ES1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ES1062'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 ES1062'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 ES1062'NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 ES1062'
 ES1062'ROADS HAVE CHANGED MAKING THE ORIGINAL TO REACH OBSOLETE.  A
 ES1062'NEW AND COMPLETE TO RECH FOLLOWS.
 ES1062'
 ES1062'TO REACH THE STATION FROM THE JUNCTION, JUST EAST OF THE POST
 ES1062'OFFICE IN JOSEPH CITY, GO SOUTH AND SOUTHEAST ON THE GRAVELED
 ES1062'ROAD FOR 1.1 MILES TO A RAILROAD CROSSING, CROSS TRACKS AND
 ES1062'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.2 MILE TO A BRIDGE
 ES1062'OVER THE COLORADO RIVER.  CONTINUE SOUTH ON THE BLADED ROAD
 ES1062'FOR 3.2 MILES TO A CROSSROAD, TURN RIGHT, WEST, AND GO 7.2
 ES1062'MILES PARALELING A TELEPHONE LINE TO A POINT WHERE THE ROAD
 ES1062'PASSES UNDER THE TELEPHONE LINE.  CONTINUE WEST ON THE MAIN
 ES1062'TRAVELED ROAD FOR 0.15 MILE TO A DIM TRACK ROAD RIGHT.
 ES1062'FOLLOW THE TRACK ROAD AND PARALEL THE TELEPHONE LINE FOR 0.5
 ES1062'MILE.  HERE LEAVE THE TELEPHONE LINE AND GO NORTH FOR 0.25
 ES1062'MILE TO A FENCE.  TAKE DOWN THE FENCE AND CONTINUE NORTH
 ES1062'ON A VERY DIM TRACK FOR 1.5 TO THE BASE OF A BUTTE AND THE
 ES1062'END OF TRUCK TRAVEL.  PACK NORTHEASTERLY TO THE SUMMIT
 ES1062'OF APACHE BUTTE AND THE STATION.  A 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0841 ***********************************************************************
 ES0841  DESIGNATION -  APACHE
 ES0841  PID         -  ES0841
 ES0841  STATE/COUNTY-  AZ/GILA
 ES0841  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0841
 ES0841                         *CURRENT SURVEY CONTROL
 ES0841  ___________________________________________________________________
 ES0841* NAD 83(1992)-  34 13 06.81163(N)    111 19 57.42149(W)     ADJUSTED  
 ES0841* NAVD 88     -      1534.28   (+/-2cm)    5033.7    (feet)  VERTCON   
 ES0841  ___________________________________________________________________
 ES0841  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 ES0841  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 ES0841  HORZ ORDER  -  SECOND
 ES0841  VERT ORDER  -  THIRD ? (See Below)
 ES0841
 ES0841.The horizontal coordinates were established by classical geodetic methods
 ES0841.and adjusted by the National Geodetic Survey in August 1993.
 ES0841
 ES0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0841.The vertical order pertains to the NGVD 29 superseded value.
 ES0841
 ES0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0841
 ES0841.The geoid height was determined by GEOID03.
 ES0841
 ES0841;                    North         East     Units Scale Factor Converg.
 ES0841;SPC AZ E     -   357,509.675   105,928.572   MT  1.00004222   -0 39 20.7
 ES0841;SPC AZ E     - 1,172,932.00    347,534.69   iFT  1.00004222   -0 39 20.7
 ES0841;UTM  12      - 3,786,439.784   469,362.361   MT  0.99961157   -0 11 13.4
 ES0841
 ES0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0841!SPC AZ E     -   0.99976323  x   1.00004222  =   0.99980544
 ES0841!UTM  12      -   0.99976323  x   0.99961157  =   0.99937490
 ES0841
 ES0841|---------------------------------------------------------------------|
 ES0841| PID    Reference Object                     Distance      Geod. Az  |
 ES0841|                                                           dddmmss.s |
 ES0841| DZ1276 APACHE RM 1                           9.279 METERS 00835     |
 ES0841| DZ1277 APACHE RM 2                          10.178 METERS 16628     |
 ES0841| ES0840 AIRPORT                             APPROX. 4.3 KM 3450347.2 |
 ES0841|---------------------------------------------------------------------|
 ES0841
 ES0841                          SUPERSEDED SURVEY CONTROL
 ES0841
 ES0841  NAD 83(1986)-  34 13 06.80346(N)    111 19 57.42498(W) AD(       ) 2
 ES0841  NGVD 29 (07/10/87) 1533.55   (m)         5031.3    (f) LEVELING    3  
 ES0841
 ES0841.Superseded values are not recommended for survey control.
 ES0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0841.See file dsdata.txt to determine how the superseded data were derived.
 ES0841
 ES0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6936286440(NAD 83)
 ES0841_MARKER: DS = TRIANGULATION STATION DISK
 ES0841_SETTING: 66 = SET IN ROCK OUTCROP
 ES0841_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0841+STABILITY: POSITION/ELEVATION WELL
 ES0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0841+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 ES0841
 ES0841  HISTORY     - Date     Condition        Report By
 ES0841  HISTORY     - 1981     MONUMENTED       AZDT
 ES0841  HISTORY     - 20070309 GOOD             GEOCAC
 ES0841
 ES0841                          STATION DESCRIPTION
 ES0841
 ES0841'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0841'THE STATION IS LOCATED 0.7 MILE SOUTH OF PAYSON ALONG THE WEST SIDE OF
 ES0841'ARIZONA HIGHWAY 87 ON A PROMINENT ROCK OUTCROP.
 ES0841'
 ES0841'THE STATION MARK IS AN AZDT DISK STAMPED---APACHE 1981---SET IN A
 ES0841'DRILL HOLE IN A ROCK OUTCROP 107 FEET WEST OF THE CENTERLINE OF THE
 ES0841'SOUTH BOUND LANE OF STATE ROUTE 87 AND 5 FEET WEST OF A CAIRN.
 ES0841'
 ES0841'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---APACHE RM 1 1981---SET
 ES0841'IN BEDROCK.
 ES0841'
 ES0841'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---APACHE RM 2 1981---SET
 ES0841'IN BEDROCK.
 ES0841'
 ES0841'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL SOUTH ON
 ES0841'SOUTH MCLAND ROAD FOR 0.6 MILE TO A TRAFFIC LIGHT AT STATE ROUTE 87.
 ES0841'TURN RIGHT ALONG THE HIGHWAY FOR 0.25 MILE TO A PULL OUT AND THE
 ES0841'STATION.
 ES0841
 ES0841                          STATION RECOVERY (2007)
 ES0841
 ES0841'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0841'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 ES0841'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE TO REACH
 ES0841'DESCRIPTION   APPROXIMATELY .1 MILES BEFORE THE STATION THERE IS A
 ES0841'TRAFFIC LIGHT AND GREEN VALLEY PARKWAY, TURN RIGHT (WEST) AND PARK.
 ES0841'PACK UP TO THE ROCK OUTCROP STAYING EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1883 ***********************************************************************
 DU1883  DESIGNATION -  APACHE
 DU1883  PID         -  DU1883
 DU1883  STATE/COUNTY-  AZ/PINAL
 DU1883  USGS QUAD   -  SUPERIOR (1981)
 DU1883
 DU1883                         *CURRENT SURVEY CONTROL
 DU1883  ___________________________________________________________________
 DU1883* NAD 83(1992)-  33 15 46.19244(N)    111 03 42.78563(W)     ADJUSTED  
 DU1883* NAVD 88     -      1486.6    (meters)    4877.     (feet)  VERTCON   
 DU1883  ___________________________________________________________________
 DU1883  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 DU1883  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DU1883  HORZ ORDER  -  THIRD
 DU1883
 DU1883.The horizontal coordinates were established by classical geodetic methods
 DU1883.and adjusted by the National Geodetic Survey in August 1993.
 DU1883
 DU1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1883
 DU1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1883
 DU1883.The geoid height was determined by GEOID03.
 DU1883
 DU1883;                    North         East     Units Scale Factor Converg.
 DU1883;SPC AZ C     -   251,224.236   292,997.639   MT  0.99997817   +0 28 07.9
 DU1883;SPC AZ C     -   824,226.50    961,278.34   iFT  0.99997817   +0 28 07.9
 DU1883;UTM  12      - 3,680,426.762   494,236.172   MT  0.99960041   -0 02 02.2
 DU1883
 DU1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1883!SPC AZ C     -   0.99977110  x   0.99997817  =   0.99974928
 DU1883!UTM  12      -   0.99977110  x   0.99960041  =   0.99937160
 DU1883
 DU1883|---------------------------------------------------------------------|
 DU1883| PID    Reference Object                     Distance      Geod. Az  |
 DU1883|                                                           dddmmss.s |
 DU1883| DU1907 APACHE RM 2                          11.216 METERS 10849     |
 DU1883| DU2047 3761                                APPROX. 6.6 KM 1763405.6 |
 DU1883| DU1906 APACHE RM 1                          12.344 METERS 18917     |
 DU1883|---------------------------------------------------------------------|
 DU1883
 DU1883                          SUPERSEDED SURVEY CONTROL
 DU1883
 DU1883  NAD 83(1986)-  33 15 46.18754(N)    111 03 42.78615(W) AD(       ) 3
 DU1883  NGVD 29 (09/20/88) 1485.9    (m)         4875.     (f) VERT ANG    3  
 DU1883
 DU1883.Superseded values are not recommended for survey control.
 DU1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1883.See file dsdata.txt to determine how the superseded data were derived.
 DU1883
 DU1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9423680427(NAD 83)
 DU1883_MARKER: DS = TRIANGULATION STATION DISK
 DU1883_SETTING: 66 = SET IN ROCK OUTCROP
 DU1883_SP_SET: SET IN ROCK OUTCROP
 DU1883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1883+STABILITY: POSITION/ELEVATION WELL
 DU1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1883+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 DU1883
 DU1883  HISTORY     - Date     Condition        Report By
 DU1883  HISTORY     - 1946     MONUMENTED       USGS
 DU1883  HISTORY     - 1963     GOOD             USGS
 DU1883  HISTORY     - 20040730 GOOD             INDIV
 DU1883
 DU1883                          STATION DESCRIPTION
 DU1883
 DU1883'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1883'LOCATED ABOUT 2 MI SE. OF SUPERIOR.  ON SOUTHERN AND HIGHEST POINT
 DU1883'OF ROCKY SPINE LOCALLY KNOWN AS THE APACHE LEAP.
 DU1883'
 DU1883'STATION MARK--STANDARD TABLET STAMPED---APACHE 1946 VA 4865---,
 DU1883'CEMENTED IN ROCK OUTCROP.
 DU1883'
 DU1883'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN BOULDER
 DU1883'FLUSH WITH GROUND.
 DU1883'
 DU1883'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN BOULDER.
 DU1883
 DU1883                          STATION RECOVERY (1963)
 DU1883
 DU1883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1883'RECOVERED IN GOOD CONDITION.
 DU1883'
 DU1883'TO REACH FROM SUPERIOR, DRIVE 1.95 MI S. ON RAY HWY.  TURN LEFT
 DU1883'1.2 MI E. TO GRAND PACIFIC ORE CHUTE.  LEAVE TRUCK AND GO E. UP
 DU1883'RIDGE TO SUMMIT.  TURN RIGHT (SE.) AND GO OVER LOW SADDLE AROUND
 DU1883'ROCKY POINT INTO SECOND SADDLE.  CLIMB S. TO HIGHEST POINT ON
 DU1883'SUMMIT AND STATION.  LARGE ROCK OUTCROPPING ON WESTERN EDGE OF
 DU1883'SUMMIT.
 DU1883
 DU1883                          STATION RECOVERY (2004)
 DU1883
 DU1883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SS)
 DU1883'MONUMENT IS STABLE BUT THE FACE HAS BEEN WORN BY A WOODEN POST SET ON
 DU1883'TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1013 ***********************************************************************
 ES1013  DESIGNATION -  APACHE MAID
 ES1013  PID         -  ES1013
 ES1013  STATE/COUNTY-  AZ/COCONINO
 ES1013  USGS QUAD   -  APACHE MAID MTN (1965)
 ES1013
 ES1013                         *CURRENT SURVEY CONTROL
 ES1013  ___________________________________________________________________
 ES1013* NAD 83(1992)-  34 43 33.63382(N)    111 33 03.72030(W)     ADJUSTED  
 ES1013* NAVD 88     -      2226.1    (meters)    7303.     (feet)  VERTCON   
 ES1013  ___________________________________________________________________
 ES1013  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 ES1013  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES1013  HORZ ORDER  -  SECOND
 ES1013
 ES1013.The horizontal coordinates were established by classical geodetic methods
 ES1013.and adjusted by the National Geodetic Survey in August 1993.
 ES1013
 ES1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1013
 ES1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1013
 ES1013.The geoid height was determined by GEOID03.
 ES1013
 ES1013;                    North         East     Units Scale Factor Converg.
 ES1013;SPC AZ C     -   413,242.132   246,845.599   MT  0.99991382   +0 12 29.8
 ES1013;SPC AZ C     - 1,355,781.27    809,860.89   iFT  0.99991382   +0 12 29.8
 ES1013;UTM  12      - 3,842,797.433   449,549.981   MT  0.99963137   -0 18 50.1
 ES1013
 ES1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1013!SPC AZ C     -   0.99965444  x   0.99991382  =   0.99956829
 ES1013!UTM  12      -   0.99965444  x   0.99963137  =   0.99928594
 ES1013
 ES1013|---------------------------------------------------------------------|
 ES1013| PID    Reference Object                     Distance      Geod. Az  |
 ES1013|                                                           dddmmss.s |
 ES1013| CH2209 APACHE MAID RM 2                      6.242 METERS 06701     |
 ES1013| CH2208 APACHE MAID RM 1                      6.640 METERS 12339     |
 ES1013| ES1018 ROUND                               APPROX. 6.9 KM 2682840.7 |
 ES1013|---------------------------------------------------------------------|
 ES1013
 ES1013                          SUPERSEDED SURVEY CONTROL
 ES1013
 ES1013  NAD 83(1986)-  34 43 33.62894(N)    111 33 03.71694(W) AD(       ) 2
 ES1013  NAD 27      -  34 43 33.55720(N)    111 33 01.17390(W) AD(       ) 2
 ES1013  NGVD 29 (07/19/86) 2225.2    (m)         7301.     (f) VERT ANG    3  
 ES1013
 ES1013.Superseded values are not recommended for survey control.
 ES1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1013.See file dsdata.txt to determine how the superseded data were derived.
 ES1013
 ES1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4955042797(NAD 83)
 ES1013_MARKER: DS = TRIANGULATION STATION DISK
 ES1013_SETTING: 80 = SET IN A BOULDER
 ES1013_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1013+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2007
 ES1013
 ES1013  HISTORY     - Date     Condition        Report By
 ES1013  HISTORY     - 1959     MONUMENTED       CGS
 ES1013  HISTORY     - 1968     GOOD             AMS
 ES1013  HISTORY     - 1972     GOOD             AZHD
 ES1013  HISTORY     - 20070415 GOOD             GEOCAC
 ES1013
 ES1013                          STATION DESCRIPTION
 ES1013
 ES1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1013'THE STATION IS ON A HIGH, PROMINENT, ROUNDED TREE COVERED
 ES1013'MOUNTAIN KNOWN AS APACHE-MAID.  IT IS ABOUT 16 MILES SOUTHEAST
 ES1013'OF SEDONA, 6 MILES EAST OF INTERSTATE HIGHWAY 17 AND JUST EAST
 ES1013'OF THE YAVAPAI-COCONINO COUNTY LINE IN COCONINO COUNTY.
 ES1013'
 ES1013'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAY
 ES1013'79 AND 79 TEMP. WITH A GRADED GRAVEL ROAD AT MC GUIREVILLE, GO
 ES1013'NORTHEAST ON THE GRAVELED ROAD 1.6 MILES TO A Y-FORK.  TAKE
 ES1013'THE LEFT FORK AND GO 3.0 MILES TO A Y-FORK, TAKE THE LEFT
 ES1013'FORK FOR 2.4 MILES TO A CROSSROAD.  KEEP STRAIGHT AHEAD ON THE
 ES1013'GRAVELED ROAD, NORTHEAST, FOR 13.9 MILES TO A REVERSE Y-FORK,
 ES1013'JUST AFTER CROSSING A CATTLE GUARD, AND SIGN (6 APACHE MAID
 ES1013'RANGER STATION).  TURN SHARP RIGHT FOR 1.8 MILES TO A
 ES1013'CROSSROAD AND SIGN (3 ALLIGATOR WATER SHEAD).  TURN RIGHT FOR
 ES1013'1.0 MILE TO A Y-FORK, KEEP LEFT FOR 0.1 MILE TO A WIRE GATE.
 ES1013'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD 1.1
 ES1013'MILES TO A Y-FORK.  TURN LEFT FOR 0.1 MILE AND THEN RIGHT OFF THE
 ES1013'TRACK ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  PACK
 ES1013'SOUTHEAST UP THE STEEP MOUNTAIN SIDE TO THE TOP AND THE
 ES1013'STATION.  IT IS A 2 HOUR PACK WITH A LOAD.
 ES1013'
 ES1013'THE STATION IS A STANDARD DISK, STAMPED APACHE MAID 1959,
 ES1013'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 ES1013'AND IS 3.5 FEET WEST OF A WITNESS POST.
 ES1013'
 ES1013'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED APACHE MAID NO 1
 ES1013'1959, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8
 ES1013'INCHES AND IS 18.1 FEET EAST OF THE WITNESS POST.
 ES1013'
 ES1013'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED APACHE MAID 2
 ES1013'1959, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ES1013'2 FEET AND IS 19.2 FEET NORTHEAST OF THE WITNESS POST.
 ES1013'
 ES1013'TRIANGULATION STATION ROUND CAN BE USED FOR AN AZIMUTH, SEE
 ES1013'THE DESCRIPTION THEREOF.
 ES1013
 ES1013                          STATION RECOVERY (1968)
 ES1013
 ES1013'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 ES1013'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 ES1013'
 ES1013'TO REACH FROM THE JUNCTION OF U.S. HWY 66 AND ARIZONA HWY 79.  GO
 ES1013'SOUTH ON ARIZONA HWY 79 FOR 34.6 MILES TO STONEMAN LAKE ROAD
 ES1013'TURN EAST AND GO 7.1 MILES ON STONEMAN LAKE RD. TO T ROAD.  TURN
 ES1013'RIGHT AND GO SOUTH FOR 4.7 MILES TO T ROAD RIGHT (WEST) TURN
 ES1013'RIGHT AND GO WEST THENCE NORTH TO TOP OF MOUNTAIN AND STATION
 ES1013'SITE.  DRIVE STATION FOR 2 WHEEL VEHICLE.
 ES1013
 ES1013                          STATION RECOVERY (1972)
 ES1013
 ES1013'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES1013'GENERAL LOCATION AS PER DESCRIPTION.
 ES1013'
 ES1013'TO REACH FROM HAPPY JACK LOGGING CAMP ON FLAGSTAFF PAYSON
 ES1013'HWY, TURN W ON STONEMAN LAKE RD FOR 0.6 MILES, TURN L (SOUTH)
 ES1013'ON F.R. 230 FOLLOW SIGN 14 MILES TO STATION.
 ES1013'
 ES1013'STATION MARK IS ABOUT 220 YARDS NW OF LOOKOUT TOWER.
 ES1013'
 ES1013'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 ES1013'
 ES1013'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES1013
 ES1013                          STATION RECOVERY (2007)
 ES1013
 ES1013'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1133 ***********************************************************************
 ES1133  DESIGNATION -  APACHE MAID
 ES1133  PID         -  ES1133
 ES1133  STATE/COUNTY-  AZ/COCONINO
 ES1133  USGS QUAD   -  APACHE MAID MTN (1965)
 ES1133
 ES1133                         *CURRENT SURVEY CONTROL
 ES1133  ___________________________________________________________________
 ES1133* NAD 83(1992)-  34 43 29.89450(N)    111 33 00.11263(W)     ADJUSTED  
 ES1133* NAVD 88     -      2226.     (meters)    7303.     (feet)  SCALED    
 ES1133  ___________________________________________________________________
 ES1133  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 ES1133  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES1133  HORZ ORDER  -  THIRD
 ES1133
 ES1133.The horizontal coordinates were established by classical geodetic methods
 ES1133.and adjusted by the National Geodetic Survey in August 1993.
 ES1133
 ES1133.The orthometric height was scaled from a topographic map.
 ES1133
 ES1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1133
 ES1133.The geoid height was determined by GEOID03.
 ES1133
 ES1133;                    North         East     Units Scale Factor Converg.
 ES1133;SPC AZ C     -   413,127.248   246,937.797   MT  0.99991389   +0 12 31.9
 ES1133;SPC AZ C     - 1,355,404.36    810,163.38   iFT  0.99991389   +0 12 31.9
 ES1133;UTM  12      - 3,842,681.746   449,641.102   MT  0.99963126   -0 18 48.0
 ES1133
 ES1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1133!SPC AZ C     -   0.99965442  x   0.99991389  =   0.99956834
 ES1133!UTM  12      -   0.99965442  x   0.99963126  =   0.99928581
 ES1133
 ES1133:                Primary Azimuth Mark                     Grid Az
 ES1133:SPC AZ C     -  SQUAW PEAK                               226 20 38.7
 ES1133:UTM  12      -  SQUAW PEAK                               226 51 58.6
 ES1133
 ES1133|---------------------------------------------------------------------|
 ES1133| PID    Reference Object                     Distance      Geod. Az  |
 ES1133|                                                           dddmmss.s |
 ES1133| ES0962 SQUAW PEAK                          APPROX.41.1 KM 2263310.6 |
 ES1133| CS3958 APACHE MAID RM 1                     10.927 METERS 24057     |
 ES1133|---------------------------------------------------------------------|
 ES1133
 ES1133                          SUPERSEDED SURVEY CONTROL
 ES1133
 ES1133  NAD 83(1986)-  34 43 29.88935(N)    111 33 00.11301(W) AD(       ) 3
 ES1133
 ES1133.Superseded values are not recommended for survey control.
 ES1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1133.See file dsdata.txt to determine how the superseded data were derived.
 ES1133
 ES1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4964142682(NAD 83)
 ES1133_MARKER: DS = TRIANGULATION STATION DISK
 ES1133_SETTING: 80 = SET IN A BOULDER
 ES1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1133+STABILITY: SURFACE MOTION
 ES1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1133+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2007
 ES1133
 ES1133  HISTORY     - Date     Condition        Report By
 ES1133  HISTORY     - 1930     MONUMENTED       USGS
 ES1133  HISTORY     - 20070415 GOOD             GEOCAC
 ES1133
 ES1133                          STATION DESCRIPTION
 ES1133
 ES1133'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1133'LOCATED ABOUT 7 MI SW. OF STONEMAN LAKE, 2 MI NW. OF USFS APACHE
 ES1133'MAID RANGER STATION.  ON APACHE MAID MOUNTAIN.
 ES1133'
 ES1133'TO REACH, FOLLOW RD. AROUND SOUTH SIDE OF MOUNTAIN TO HIGHEST
 ES1133'POINT IN DIVIDE.  LEAVE RD. CROSSING OVER LOW PEAK N.  FOLLOW
 ES1133'DRAIN NW. TO DIVIDE BETWEEN TWO MAIN PEAKS.  TURN LEFT (W.) TO
 ES1133'HIGHEST POINT AND STATION ON HIGHEST ROCKY CRAG AT NORTH EDGE OF
 ES1133'MOUNTAIN.
 ES1133'
 ES1133'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1133'LARGE BLOCK OF MALPAIS ON TOP OF CRAG.
 ES1133'
 ES1133'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 ES1133'PROJECTING ROCK AT SOUTH BASE OF CRAG.  (RM MEASUREMENT IS SLOPE
 ES1133'DISTANCE)
 ES1133
 ES1133                          STATION RECOVERY (2007)
 ES1133
 ES1133'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2009 ***********************************************************************
 DU2009  DESIGNATION -  APACHE MID PEAK
 DU2009  PID         -  DU2009
 DU2009  STATE/COUNTY-  AZ/GILA
 DU2009  USGS QUAD   -  CHROME BUTTE (1966)
 DU2009
 DU2009                         *CURRENT SURVEY CONTROL
 DU2009  ___________________________________________________________________
 DU2009* NAD 83(1992)-  33 32 25.71254(N)    110 44 33.51421(W)     ADJUSTED  
 DU2009* NAVD 88     -      2116.0    (meters)    6942.     (feet)  VERTCON   
 DU2009  ___________________________________________________________________
 DU2009  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 DU2009  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DU2009  HORZ ORDER  -  FIRST
 DU2009
 DU2009.The horizontal coordinates were established by classical geodetic methods
 DU2009.and adjusted by the National Geodetic Survey in August 1993.
 DU2009
 DU2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2009
 DU2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2009
 DU2009.The geoid height was determined by GEOID03.
 DU2009
 DU2009;                    North         East     Units Scale Factor Converg.
 DU2009;SPC AZ E     -   281,837.877   159,868.747   MT  0.99993526   -0 19 05.7
 DU2009;SPC AZ E     -   924,664.95    524,503.76   iFT  0.99993526   -0 19 05.7
 DU2009;UTM  12      - 3,711,236.387   523,893.617   MT  0.99960704   +0 08 31.9
 DU2009
 DU2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2009!SPC AZ E     -   0.99967212  x   0.99993526  =   0.99960740
 DU2009!UTM  12      -   0.99967212  x   0.99960704  =   0.99927929
 DU2009
 DU2009|---------------------------------------------------------------------|
 DU2009| PID    Reference Object                     Distance      Geod. Az  |
 DU2009|                                                           dddmmss.s |
 DU2009| CD1517 APACHE MID PEAK RM 2                 15.028 METERS 00707     |
 DU2009| CD1516 APACHE MID PEAK RM 1                 14.384 METERS 10424     |
 DU2009| DU1991 MIAMI INSPIRATION COPPER STK        APPROX.17.8 KM 2163618.6 |
 DU2009| CD1515 APACHE MID PEAK AZ MK                              2843149.8 |
 DU2009|---------------------------------------------------------------------|
 DU2009
 DU2009                          SUPERSEDED SURVEY CONTROL
 DU2009
 DU2009  NAD 83(1986)-  33 32 25.70757(N)    110 44 33.51487(W) AD(       ) 1
 DU2009  NAD 27      -  33 32 25.51900(N)    110 44 31.12100(W) AD(       ) 1
 DU2009  NGVD 29 (09/20/88) 2115.3    (m)         6940.     (f) VERT ANG    3  
 DU2009
 DU2009.Superseded values are not recommended for survey control.
 DU2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2009.See file dsdata.txt to determine how the superseded data were derived.
 DU2009
 DU2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2389411236(NAD 83)
 DU2009_MARKER: DD = SURVEY DISK
 DU2009_SETTING: 80 = SET IN A BOULDER
 DU2009_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2009
 DU2009  HISTORY     - Date     Condition        Report By
 DU2009  HISTORY     - 1934     MONUMENTED       USFS
 DU2009  HISTORY     - 1938     GOOD             CGS
 DU2009  HISTORY     - 1946     GOOD             USGS
 DU2009  HISTORY     - 1947     GOOD             CGS
 DU2009  HISTORY     - 1966     GOOD             USGS
 DU2009
 DU2009                          STATION DESCRIPTION
 DU2009
 DU2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2009'STATION IS ABOUT 8-1/2 MILES NNE OF GLOBE, ARIZONA, ON
 DU2009'NORTHERNMOST AND HIGHEST POINT OF APACHE PEAKS.  THESE PEAKS
 DU2009'ARE MOST PROMINENT MOUNTAINS IN VICINITY.  STATION MARK IS A
 DU2009'U.S.F.S. DISK STAMPED APACHE MID PK 1934 IN BOULDER.
 DU2009'
 DU2009'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DU2009'DISKS IN BOULDERS.  REFERENCE
 DU2009'MARK NO. 1 IS IN OUTCROPPING BEDROCK.
 DU2009'
 DU2009'TO REACH STATION FROM GLOBE, ARIZONA, GO W ON U.S. 70, 4.0
 DU2009'MILES TO APACHE TRAIL AT JUNCTION OF U.S. 70 AND ARIZ. 88.
 DU2009'THENCE GO N ON 88, 5.6 MILES TO A FORK WHERE HIGHWAY CURVES
 DU2009'L AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD AT A SIGN RANGER
 DU2009'STATION 1 MILE.  THENCE TAKE R FORK STRAIGHT AHEAD 2.6 MILES
 DU2009'TO A CATTLE GUARD ACROSS MAIN ROAD AND A TRACK ROAD LEADING R
 DU2009'THROUGH A GATE.  HERE TAKE TRACK ROAD THROUGH GATE TO R AND
 DU2009'CONTINUE ON 1.9 MILE TO WHERE ROAD FORKS IN A WASH.  THENCE
 DU2009'TAKE R FORK UP WASH 2.9 MILES TO A WIRE GATE.  THENCE
 DU2009'CONTINUE THROUGH GATE ON UP WASH AND THEN UP A STEEP GRADE
 DU2009'0.9 MILE TO ANOTHER WIRE GATE.  HERE CONTINUE ON THROUGH
 DU2009'GATE 1.4 MILES TO A THREE-WAY FORK AT A NUMBER OF CABINS.
 DU2009'THENCE TAKE MIDDLE FORK EASTERLY AND THEN SOUTHERLY 1.2 MILES
 DU2009'TO A FORK.  HERE TAKE L FORK EASTERLY 0.85 MILE TO A MINING
 DU2009'CAMP AND END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW A TRAIL
 DU2009'EASTERLY ALONG FOOT OF MOUNTAIN ABOUT 1/4 MILE TO A N AND S
 DU2009'CANYON.  HERE FOLLOW UP CANYON TO A SADDLE ON TOP OF RIDGE.
 DU2009'THENCE TURN L, WESTERLY AND CONTINUE TO HIGHEST POINT AND
 DU2009'STATION SITE.
 DU2009'
 DU2009'REFERENCE MARK NO. 1 IS ESE OF STATION AND ABOUT 4 FEET LOWER IN
 DU2009'ELEVATION.  REFERENCE MARK NO. 2 IS N BY E OF STATION AT ABOUT
 DU2009'SAME ELEVATION.
 DU2009'
 DU2009'AZIMUTH MARK IS WNW OF STATION AND ABOUT 2000 FEET LOWER IN
 DU2009'ELEVATION.  IT IS SET IN TOP OF A LARGE BOULDER ABOUT 5 FEET
 DU2009'NE OF ROAD.  IT IS ABOUT 0.05 MILE E OF THREE-WAY FORK MENTIONED
 DU2009'IN DESCRIPTION TO STATION.
 DU2009'
 DU2009'THIS STATION IS ABOUT A TWO-HOUR PACK FROM END OF TRUCK TRAVEL.
 DU2009
 DU2009                          STATION RECOVERY (1946)
 DU2009
 DU2009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2009'RECOVERED AS DESCRIBED BY USFS AND NGS.
 DU2009
 DU2009                          STATION RECOVERY (1947)
 DU2009
 DU2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2009'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AND
 DU2009'AS DESCRIBED WITH THE EXCEPTION OF DIFFERENCES IN DISTANCE TO
 DU2009'BOTH REFERENCE MARKS.
 DU2009'
 DU2009'THE STATION IS ABOUT 8.5 MILES NORTH-NORTHEAST OF GLOBE, ON
 DU2009'THE NORTHERNMOST AND HIGHEST POINT OF APACHE PEAKS, THE STATION
 DU2009'MARK IS A U.S.F.S. DISK ON THE WEST END AND HIGHEST POINT OF THE
 DU2009'PEAK, 40 FEET EAST OF THE WEST RIM, 20 FEET NORTH OF THE SOUTH
 DU2009'RIM, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND AND STAMPED--
 DU2009'APACHE MID PK 1934.
 DU2009'
 DU2009'REFERENCE MARK NO. 1 IS A BRONZE DISK APPROXIMATELY 4 FEET LOWER
 DU2009'THAN THE STATION SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 DU2009'AND STAMPED--APACHE NO 1 1938.
 DU2009'
 DU2009'REFERENCE MARK NO. 2 IS A BRONZE DISK APPROXIMATELY THE SAME
 DU2009'ELEVATION AS STATION SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND
 DU2009'AND STAMPED--APACHE NO 2 1938.
 DU2009'
 DU2009'THE AZIMUTH MARK IS A BRONZE DISK APPROXIMATELY 150 YARDS OF THE
 DU2009'THREE WAY FORK MENTIONED IN THE DESCRIPTION, 8 FEET NORTHEAST
 DU2009'OF THE CENTER LINE OF ROAD, SET IN A BOULDER 2 FEET IN DIAMETER,
 DU2009'STAMPED--APACHE 1938.
 DU2009'
 DU2009'TO REACH FROM GLOBE, GO WEST ON U.S. HIGHWAY 70 FOR 4.0 MILES
 DU2009'TO THE APACHE TRAIL JUNCTION.  TURN RIGHT, NORTH, AND GO 5.6
 DU2009'MILES TO A ROAD RIGHT AND SIGN RANGER STATION.  TURN RIGHT AND
 DU2009'FOLLOW GRADED ROAD FOR 2.6 MILES TO A CATTLE GUARD AND A TRACK
 DU2009'ROAD RIGHT THROUGH A GATE.  TURN RIGHT THROUGH GATE AND GO 1.9
 DU2009'MILES TO A FORK IN WASH.  TAKE RIGHT FORK UP WASH FOR 2.9 MILES
 DU2009'TO A WIRE GATE.  CONTINUE THROUGH GATE UP THE WASH THEN UP A
 DU2009'STEEP GRADE FOR 0.9 MILE TO A WIRE GATE.  CONTINUE THROUGH
 DU2009'GATE AND GO 1.4 MILE TO A THREE-WAY FORK AT A NUMBER OF
 DU2009'CABINS.  TAKE MIDDLE FORK, EAST, FOR 1.2 MILES TO A FORK.  TAKE
 DU2009'LEFT FORK, EAST, FOR 0.85 MILES TO A MINING CAMP AND THE
 DU2009'END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW A TRAIL EAST ALONG
 DU2009'FOOT OF MOUNTAIN FOR APPROXIMATELY 0.3 MILE TO A MINE
 DU2009'SHAFT.  TURN LEFT 20 FEET BEFORE REACHING MINE SHAFT AND PACK
 DU2009'UP HILL BEARING TO THE RIGHT, JUST KEEPING ABOVE A SMALL
 DU2009'CANYON, TO A SADDLE WHERE YOU WILL INTERSECT A DIM TRAIL.
 DU2009'FOLLOW THIS TRAIL WHICH EVENTUALLY COMES OUT IN THE NORTH AND
 DU2009'SOUTH CANYON TO THE EAST FROM THIS POINT.  AFTER REACHING
 DU2009'CANYON, FOLLOW UP CANYON TO A SADDLE ON TOP OF RIDGE.  HERE
 DU2009'TURN LEFT, WEST, AND CONTINUE TO THE HIGHEST POINT AND STATION
 DU2009'SITE.  A 1 1/2-HOUR PACK
 DU2009'
 DU2009'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
 DU2009
 DU2009                          STATION RECOVERY (1966)
 DU2009
 DU2009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2009'RECOVERED AS DESCRIBED BY USGS, USFS AND NGS.  NEW TO REACH
 DU2009'FOLLOWS.
 DU2009'
 DU2009'TO REACH FROM GLOBE, GO 4 MI W. ON U.S. HWYS. 60 AND 70 TO APACHE
 DU2009'TRAIL JCT.  TURN RIGHT 7.9 MI N. TO RD. RIGHT.  TURN RIGHT
 DU2009'FOLLOWING RD. 0.2 MI TO T-INTERSECTION.  TURN LEFT FOLLOWING
 DU2009'GRAVEL RD. 0.5 MI TO CATTLEGUARD AND TRACK RD. RIGHT THROUGH
 DU2009'GATE.  TURN RIGHT THROUGH GATE 0.1 MI TO FORK IN WASH.  TAKE LEFT
 DU2009'FORK UP WASH 1.8 MI TO ANOTHER FORK AND SIGN RICHMOND BASIN.
 DU2009'TAKE RIGHT FORK 3.2 MI TO WIRE GATE E. OF WOODEN CORRAL, CONTINUE
 DU2009'THROUGH GATE UP WASH THEN UP STEEP GRADE 0.9 MI TO WIRE GATE,
 DU2009'CONTINUE THROUGH GATE 1.5 MI TO FORK AT NUMBER OF CABINS,
 DU2009'CONTINUE ON SAME RD. RIGHT FORK 1.2 MI E. TO FORK AT CLEARING.
 DU2009'TAKE LEFT FORK 0.85 MI E. TO MINING CAMP AND END OF TRUCK TRAVEL.
 DU2009'FOLLOW TRAIL ALONG FOOT OF MOUNTAIN ABOUT 0.3 MI E. TO MINE
 DU2009'SHAFT.  TURN LEFT 20 FT. BEFORE REACHING MINE SHAFT AND PACK
 DU2009'UPHILL BEARING RIGHT KEEPING ABOVE SMALL CANYON TO SADDLE WHERE
 DU2009'YOU WILL INTERSECT DIM TRAIL.  FOLLOW THIS TRAIL WHICH COMES OUT
 DU2009'IN N.-S. CANYON TO E. OF THIS POINT.  FOLLOW UP CANYON TO ROCKY
 DU2009'SADDLE ON TOP OF RIDGE.  TURN LEFT (W.) AND CONTINUE TO HIGHEST
 DU2009'POINT AND STATION.  A 2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0890 ***********************************************************************
 FQ0890  DESIGNATION -  APOLLO
 FQ0890  PID         -  FQ0890
 FQ0890  STATE/COUNTY-  AZ/NAVAJO
 FQ0890  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0890
 FQ0890                         *CURRENT SURVEY CONTROL
 FQ0890  ___________________________________________________________________
 FQ0890* NAD 83(1992)-  35 13 50.74829(N)    110 19 49.31401(W)     ADJUSTED  
 FQ0890* NAVD 88     -      1996.4    (meters)    6550.     (feet)  VERTCON   
 FQ0890  ___________________________________________________________________
 FQ0890  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 FQ0890  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0890  HORZ ORDER  -  THIRD
 FQ0890
 FQ0890.The horizontal coordinates were established by classical geodetic methods
 FQ0890.and adjusted by the National Geodetic Survey in August 1993.
 FQ0890
 FQ0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0890
 FQ0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0890
 FQ0890.The geoid height was determined by GEOID03.
 FQ0890
 FQ0890;                    North         East     Units Scale Factor Converg.
 FQ0890;SPC AZ E     -   469,185.449   198,459.837   MT  0.99990274   -0 05 40.0
 FQ0890;SPC AZ E     - 1,539,322.34    651,114.95   iFT  0.99990274   -0 05 40.0
 FQ0890;UTM  12      - 3,898,839.753   560,933.723   MT  0.99964576   +0 23 10.7
 FQ0890
 FQ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0890!SPC AZ E     -   0.99969041  x   0.99990274  =   0.99959318
 FQ0890!UTM  12      -   0.99969041  x   0.99964576  =   0.99933628
 FQ0890
 FQ0890|---------------------------------------------------------------------|
 FQ0890| PID    Reference Object                     Distance      Geod. Az  |
 FQ0890|                                                           dddmmss.s |
 FQ0890| CS3554 APOLLO RM 1                          12.835 METERS 12741     |
 FQ0890| CS3555 APOLLO RM 2                          14.890 METERS 18704     |
 FQ0890| FQ0894 CHIMNEY                             APPROX.10.6 KM 3165348.7 |
 FQ0890|---------------------------------------------------------------------|
 FQ0890
 FQ0890                          SUPERSEDED SURVEY CONTROL
 FQ0890
 FQ0890  NAD 83(1986)-  35 13 50.74514(N)    110 19 49.31791(W) AD(       ) 3
 FQ0890  NGVD 29 (02/23/90) 1995.5    (m)         6547.     (f) VERT ANG    3  
 FQ0890
 FQ0890.Superseded values are not recommended for survey control.
 FQ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0890.See file dsdata.txt to determine how the superseded data were derived.
 FQ0890
 FQ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6093498840(NAD 83)
 FQ0890_MARKER: DS = TRIANGULATION STATION DISK
 FQ0890_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0890_SP_SET: SET IN BEDROCK
 FQ0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0890+STABILITY: POSITION/ELEVATION WELL
 FQ0890
 FQ0890  HISTORY     - Date     Condition        Report By
 FQ0890  HISTORY     - 1966     MONUMENTED       USGS
 FQ0890
 FQ0890                          STATION DESCRIPTION
 FQ0890
 FQ0890'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0890'LOCATED ABOUT 26 MI NE. OF WINSLOW, ABOUT 5 MI SE. OF CASTLE
 FQ0890'BUTTE TRADING POST.  ON NORTHEAST HIGHEST PART OF MESA.
 FQ0890'
 FQ0890'STATION REACHED BY HELICOPTER.
 FQ0890'
 FQ0890'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---APOLLO 1966---, IN
 FQ0890'SOLID ROCK.
 FQ0890'
 FQ0890'RM 1--STANDARD BRASS RM TABLET STAMPED---NO 1 1966---, IN SOLID
 FQ0890'ROCK, 0.4 FT BELOW GROUND.
 FQ0890'
 FQ0890'RM 2--STANDARD BRASS RM TABLET STAMPED---NO 2 1966---, IN SOLID
 FQ0890'ROCK LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1817 ***********************************************************************
 CZ1817  DESIGNATION -  AQUA VERDE
 CZ1817  PID         -  CZ1817
 CZ1817  STATE/COUNTY-  AZ/PIMA
 CZ1817  USGS QUAD   -  RINCON PEAK (1981)
 CZ1817
 CZ1817                         *CURRENT SURVEY CONTROL
 CZ1817  ___________________________________________________________________
 CZ1817* NAD 83(1992)-  32 02 24.62766(N)    110 37 25.28966(W)     ADJUSTED  
 CZ1817* NAVD 88     -      1213.8    (meters)    3982.     (feet)  VERTCON   
 CZ1817  ___________________________________________________________________
 CZ1817  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 CZ1817  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CZ1817  HORZ ORDER  -  FIRST
 CZ1817
 CZ1817.The horizontal coordinates were established by classical geodetic methods
 CZ1817.and adjusted by the National Geodetic Survey in August 1993.
 CZ1817
 CZ1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1817
 CZ1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1817
 CZ1817.The geoid height was determined by GEOID03.
 CZ1817
 CZ1817;                    North         East     Units Scale Factor Converg.
 CZ1817;SPC AZ C     -   116,052.458   335,476.330   MT  1.00008385   +0 41 09.7
 CZ1817;SPC AZ C     -   380,749.53  1,100,644.13   iFT  1.00008385   +0 41 09.7
 CZ1817;UTM  12      - 3,544,950.629   535,528.948   MT  0.99961557   +0 11 58.7
 CZ1817
 CZ1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1817!SPC AZ C     -   0.99981389  x   1.00008385  =   0.99989772
 CZ1817!UTM  12      -   0.99981389  x   0.99961557  =   0.99942953
 CZ1817
 CZ1817|---------------------------------------------------------------------|
 CZ1817| PID    Reference Object                     Distance      Geod. Az  |
 CZ1817|                                                           dddmmss.s |
 CZ1817| CC5969 AQUA VERDE RM 2                       6.802 METERS 02001     |
 CZ1817| CZ1818 AQUA VERDE 2                          8.296 METERS 02400     |
 CZ1817| CC5972 AQUA VERDE A POINT                                 05449     |
 CZ1817| CC5968 AQUA VERDE RM 1                      11.108 METERS 19452     |
 CZ1817| CZ1821 AIRWAY BEACON 12                    APPROX. 3.6 KM 3122345.5 |
 CZ1817| CC5971 AQUA VERDE 2 RM 4                                  3443758.7 |
 CZ1817|---------------------------------------------------------------------|
 CZ1817
 CZ1817                          SUPERSEDED SURVEY CONTROL
 CZ1817
 CZ1817  NAD 83(1986)-  32 02 24.62280(N)    110 37 25.28671(W) AD(       ) 1
 CZ1817  NAD 27      -  32 02 24.33200(N)    110 37 22.99800(W) AD(       ) 1
 CZ1817  NGVD 29 (07/19/86) 1213.0    (m)         3980.     (f) VERT ANG    3  
 CZ1817
 CZ1817.Superseded values are not recommended for survey control.
 CZ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1817.See file dsdata.txt to determine how the superseded data were derived.
 CZ1817
 CZ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3552944951(NAD 83)
 CZ1817_MARKER: DS = TRIANGULATION STATION DISK
 CZ1817_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1817_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1817
 CZ1817  HISTORY     - Date     Condition        Report By
 CZ1817  HISTORY     - 1935     MONUMENTED       CGS
 CZ1817  HISTORY     - 1960     GOOD             CGS
 CZ1817  HISTORY     - 1962     GOOD             CGS
 CZ1817  HISTORY     - 1974     GOOD             NGS
 CZ1817
 CZ1817                          STATION DESCRIPTION
 CZ1817
 CZ1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1817'STATION SITE IS ON THE SOUTHERN END OF A RIDGE THAT PROJECTS
 CZ1817'FARTHEST SOUTH FROM THE RINCON MOUNTAINS, 5.0 MILES AIRLINE
 CZ1817'EAST OF RAILROAD STATION AT VAIL, AND 1 MILE NORTH OF U.S.
 CZ1817'HIGHWAY 80 AT ITS CLOSEST POINT.
 CZ1817'
 CZ1817'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 89 IN
 CZ1817'TUCSON, GO EAST FOR 22.0 MILES TO TRESTLE ON LEFT, CONTINUE
 CZ1817'ON HIGHWAY 0.5 MILE TO WIRE GATE ON LEFT, TURN THROUGH GATE
 CZ1817'CROSSING OLD ROADBED AND RAILROAD TRACKS, TURN RIGHT AND GO
 CZ1817'0.1 MILE ALONG FENCE TO PILE OF GRADING REFUSE, TURN LEFT AND
 CZ1817'DRIVE CROSS-COUNTRY KEEPING TO RIDGE FOR 0.9 MILE TO END OF
 CZ1817'TRUCK TRAVEL.  FROM HERE CLIMB NORTHEASTERLY UP RIDGE TO
 CZ1817'STATION.
 CZ1817
 CZ1817                          STATION RECOVERY (1960)
 CZ1817
 CZ1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1817'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED,
 CZ1817'FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.  THE DIRECTION
 CZ1817'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 CZ1817'
 CZ1817'THE 1935 ROUTE TO THE STATION IS NOW OBSOLETE.  THE NEW
 CZ1817'ROUTE IS AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CZ1817'89 AND STATE HIGHWAY ALT. IN SOUTH TUCSON, DRIVE SOUTHEAST ON
 CZ1817'U.S. HIGHWAY 80 FOR 20.5 MILES TO THE INTERCHANGE AT THE
 CZ1817'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 83.  PASS OVER
 CZ1817'THE INTERCHANGE AND CONTINUE EAST AND NORTHEAST ON THE NORTH
 CZ1817'ACCESS ROAD TOWARDS THE PANTANO RAILROAD SIDING FOR 3.95 MILES
 CZ1817'TO THE SUMMIT OF A LOW RISE, A SIDE ROAD ON THE LEFT AND A
 CZ1817'RAILROAD CROSSING.  TURN LEFT FOR 0.15 MILE, CROSSING THE
 CZ1817'RAILROAD AND PASSING THROUGH THREE GATES, THENCE CONTINUE
 CZ1817'THE BLADED ROAD NORTH FOR 0.05 MILE TO AN UNDERGROUND
 CZ1817'PIPE-LINE.  TURN BACK SHARP RIGHT ALONG THE PIPE-LINE FOR
 CZ1817'0.05 MILE TO AN EAST-WEST FENCE.  KEEP LEFT AND DRIVE
 CZ1817'EAST-NORTHEAST ON DIM TRACKS ACROSS COUNTRY FOR 0.25 MILE
 CZ1817'TO A TELEPHONE LINE.  TURN LEFT AND DRIVE NORTHERLY ALONG THE
 CZ1817'TELEPHONE LINE FOR 0.8 MILE TO A FENCE AND A GATE.  PASS
 CZ1817'THROUGH THE GATE AND CONTINUE NORTHERLY ALONG THE TELEPHONE
 CZ1817'LINE FOR 0.3 MILE, THENCE BEAR RIGHT AND DRIVE NORTHEAST
 CZ1817'ALONG THE CREST OF THE RIDGE FOR 0.35 MILE TO THE END OF TRUCK
 CZ1817'TRAVEL. PACK NORTHEAST UP THE RIDGE TO THE HIGHEST POINT OF
 CZ1817'HILL AND THE STATION, A PACK OF ABOUT 15 MINUTES.
 CZ1817'
 CZ1817'OBSERVATIONS WERE MADE FROM THE TOP OF A WOODEN STAND PROJECTING
 CZ1817'1.35 METERS (4.43 FEET) ABOVE THE STATION MARK.
 CZ1817
 CZ1817                          STATION RECOVERY (1962)
 CZ1817
 CZ1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CZ1817'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CZ1817'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CZ1817'
 CZ1817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CZ1817'STATE HIGHWAY 83, WHICH IS 20-1/2 MILES SOUTHEAST OF TUCSON,
 CZ1817'PASS OVER THE INTERCHANGE AND DRIVE EAST AND NORTHEAST ON THE
 CZ1817'PANTANO ROAD FOR 3.95 MILES TO THE SUMMIT OF A LOW RISE, A SIDE
 CZ1817'ROAD ON THE LEFT AND A RAILROAD CROSSING.  TURN LEFT FOR 0.15
 CZ1817'MILE, CROSSING THE RAILROAD AND PASSING THROUGH THREE GATES,
 CZ1817'THENCE CONTINUE ON THE BLADED ROAD NORTH FOR 0.05 MILE TO AN
 CZ1817'UNDERGROUND PIPELINE.  TURN BACK SHARP RIGHT ALONG THE
 CZ1817'PIPELINE FOR 0.05 MILE TO THE NORTH RAILROAD RIGHT-OF-WAY
 CZ1817'FENCE.  TURN LEFT AND DRIVE NORTHEAST ON DIM TRACKS FOR 0.25
 CZ1817'MILE TO A NORTH-SOUTH TELEPHONE LINE.  TURN LEFT AND
 CZ1817'DRIVE NORTHERLY ALONG THE TELEPHONE LINE FOR 0.2 MILE TO
 CZ1817'A FENCE AND GATE.  PASS THROUGH THE GATE AND CONTINUE
 CZ1817'NORTHERLY ALONG THE TELEPHONE LINE FOR 0.25 MILE TO A SUMMIT,
 CZ1817'THENCE TURN RIGHT AND DRIVE EASTERLY ALONG THE CREST OF
 CZ1817'THE RIDGE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL FOR A TWO
 CZ1817'WHEEL DRIVE VEHICLE.  PACK NORTHEASTERLY UP THE RIDGE FOR ABOUT
 CZ1817'15 MINUTES TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 CZ1817'
 CZ1817'THE STATION MARK, A STANDARD DISK STAMPED AQUA VERDE 1935,
 CZ1817'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 CZ1817'SURFACE OF THE GROUND.  IT IS 12.1 FEET SOUTH OF A WOODEN WITNESS
 CZ1817'POST PAINTED WHITE AND 10 FEET SOUTH OF A PROMINENT LEDGE OF
 CZ1817'OUTCROPPING BEDROCK PROJECTING ABOUT 30 INCHES HIGHER IN
 CZ1817'ELEVATION THAN THE STATION MARK.
 CZ1817'
 CZ1817'REFERENCE MARK 1, A STANDARD DISK STAMPED AQUA VERDE NO 1
 CZ1817'1935, IS CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 12
 CZ1817'INCHES ABOVE THE GROUND.  IT IS SITUATED ON THE SOUTHWEST SLOPE
 CZ1817'OF THE STATION HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 CZ1817'THE STATION MARK.
 CZ1817'
 CZ1817'REFERENCE MARK 2, A STANDARD DISK STAMPED AQUA VERDE NO 2
 CZ1817'1935, IS CEMENTED IN A DRILL HOLE IN THE PROMINENT LEDGE OF
 CZ1817'BEDROCK WHICH IS ABOUT 30 INCHES HIGHER IN ELEVATION THAN THE
 CZ1817'STATION MARK.
 CZ1817
 CZ1817                          STATION RECOVERY (1974)
 CZ1817
 CZ1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CZ1817'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 CZ1817'CONDITION.  THE STATION WAS MOVED TO A NEARBY OUTCROP AT THIS
 CZ1817'TIME AT REQUEST OF LAND OWNER, WHO IS BUILDING A HOME OVER
 CZ1817'THE STATION SITE.  ALL MARKS WERE LEFT IN PLACE.
 CZ1817'
 CZ1817'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1817'
 CZ1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CZ1817'EAST OF VAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1818 ***********************************************************************
 CZ1818  DESIGNATION -  AQUA VERDE 2
 CZ1818  PID         -  CZ1818
 CZ1818  STATE/COUNTY-  AZ/PIMA
 CZ1818  USGS QUAD   -  RINCON PEAK (1981)
 CZ1818
 CZ1818                         *CURRENT SURVEY CONTROL
 CZ1818  ___________________________________________________________________
 CZ1818* NAD 83(1992)-  32 02 24.87370(N)    110 37 25.16104(W)     NO CHECK  
 CZ1818* NAVD 88     -      1214.4    (meters)    3984.     (feet)  VERTCON   
 CZ1818  ___________________________________________________________________
 CZ1818  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 CZ1818  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CZ1818  HORZ ORDER  -  THIRD
 CZ1818
 CZ1818.The horizontal coordinates were established by classical geodetic methods
 CZ1818.and adjusted by the National Geodetic Survey in August 1993.
 CZ1818.No horizontal observational check was made to the station.
 CZ1818
 CZ1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1818
 CZ1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1818
 CZ1818.The geoid height was determined by GEOID03.
 CZ1818
 CZ1818;                    North         East     Units Scale Factor Converg.
 CZ1818;SPC AZ C     -   116,060.077   335,479.614   MT  1.00008386   +0 41 09.8
 CZ1818;SPC AZ C     -   380,774.53  1,100,654.90   iFT  1.00008386   +0 41 09.8
 CZ1818;UTM  12      - 3,544,958.216   535,532.294   MT  0.99961557   +0 11 58.8
 CZ1818
 CZ1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1818!SPC AZ C     -   0.99981379  x   1.00008386  =   0.99989764
 CZ1818!UTM  12      -   0.99981379  x   0.99961557  =   0.99942943
 CZ1818
 CZ1818|---------------------------------------------------------------------|
 CZ1818| PID    Reference Object                     Distance      Geod. Az  |
 CZ1818|                                                           dddmmss.s |
 CZ1818| CC5972 AQUA VERDE A POINT                                 15328     |
 CZ1818| CZ1817 AQUA VERDE                            8.296 METERS 20400     |
 CZ1818| CC5969 AQUA VERDE RM 2                       1.588 METERS 22136     |
 CZ1818| CC5970 AQUA VERDE 2 RM 3                     4.166 METERS 32103     |
 CZ1818| CC5971 AQUA VERDE 2 RM 4                                  3422844.0 |
 CZ1818|---------------------------------------------------------------------|
 CZ1818
 CZ1818                          SUPERSEDED SURVEY CONTROL
 CZ1818
 CZ1818  NAD 83(1986)-  32 02 24.86884(N)    110 37 25.15809(W) AD(       ) 3
 CZ1818  NAD 27      -  32 02 24.57805(N)    110 37 22.86938(W) AD(       ) 3
 CZ1818  NGVD 29 (07/19/86) 1213.6    (m)         3982.     (f) VERT ANG    3  
 CZ1818
 CZ1818.Superseded values are not recommended for survey control.
 CZ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1818.See file dsdata.txt to determine how the superseded data were derived.
 CZ1818
 CZ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3553244958(NAD 83)
 CZ1818_MARKER: DS = TRIANGULATION STATION DISK
 CZ1818_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1818
 CZ1818  HISTORY     - Date     Condition        Report By
 CZ1818  HISTORY     - 1974     MONUMENTED       NGS
 CZ1818
 CZ1818                          STATION DESCRIPTION
 CZ1818
 CZ1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CZ1818'THE STATION IS LOCATED ON THE SOUTHERN END OF A RIDGE WHICH
 CZ1818'PROJECTS FARTHEST SOUTH FROM THE RINCON MOUNTAINS.  IT IS LIGHT
 CZ1818'COLORED, STEEP AND HAS A CASTLE TYPE HOME BUILT AT STATION SITE,
 CZ1818'5 MILES EAST OF VAIL AND 1 MILE NORTH OF THE HIGHWAY.
 CZ1818'
 CZ1818'THE STATION MARK IS A STANDARD DISK STAMPED, AQUA VERDE 2 1974.
 CZ1818'IT IS SET IN A DRILL HOLE ON THE HIGHEST OUTCROP OF MOUNTAIN.
 CZ1818'
 CZ1818'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, AQUA VERDE NO 2 1935.
 CZ1818'IT IS SET IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS ABOUT 7
 CZ1818'FEET LOWER THAN THE STATION AND IN FRONT OF THE LIVING ROOM
 CZ1818'OF THE HOME.
 CZ1818'
 CZ1818'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, AQUA VERDE 2 NO 3
 CZ1818'1974.  IT IS SET IN A DRILL HOLE ON TOP OF A NARROW RIDGE WHICH
 CZ1818'IS ABOUT THE SAME ELEVATION AS THE STATION.
 CZ1818'
 CZ1818'REFERENCE MARK 4 WHICH SERVES AS AN AZIMUTH MARK IS A STANDARD
 CZ1818'DISK STAMPED, AQUA VERDE 2 NO 4 1974.  IT IS SET IN A DRILL
 CZ1818'HOLE ON TOP OF THE SECOND RIDGE NORTHWEST OF THE STATION.
 CZ1818'
 CZ1818'TO REACH THE STATION FROM BENSON GO NORTHWEST ALONG INTERSTATE
 CZ1818'HIGHWAY 10 FOR 25 MILES TO JUNCTION WITH ARIZONA HIGHWAY 83.
 CZ1818'EXIT AND GO SOUTHEAST AND EAST ALONG THE FRONTAGE ROAD FOR 3.3
 CZ1818'MILES TO A HIGHWAY BRIDGE WHICH IS PARALLEL TO A RAILROAD BRIDGE,
 CZ1818'CONTINUE AHEAD FOR 0.2 MILE TO A DIRT SIDE ROAD LEFT.  TURN
 CZ1818'LEFT AND GO EAST ALONG RAILROAD MAINTENANCE ROAD FOR 0.6 MILE
 CZ1818'TO A GRADED CROSS ROAD WHICH IS ALSO A RAILROAD MAINTENANCE
 CZ1818'ROAD, CROSS TRACKS AND TURN RIGHT ALONG THE ROAD LEADING
 CZ1818'PARALLEL TO THE RAILROAD TRACKS FOR 0.5 MILE TO A GRADED SIDE
 CZ1818'ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD NORTH
 CZ1818'FOR ABOUT 1-1/2 MILES TO THE TOP OF MOUNTAIN AND STATION.
 CZ1818'A 4-WHEEL DRIVE REQUIRED FOR LAST 1/2 MILE.
 CZ1818'
 CZ1818'A NEW RAILROAD CROSSING IS PLANNED IN THE NEAR FUTURE TO ALLOW
 CZ1818'LEGAL ENTRANCE TO THIS PROPERTY.  KEYS TO LOCKED GATES MAY
 CZ1818'BE OBTAINED FROM MR. DUANE A. DURHAM - POB 107 - VAIL, AZ.
 CZ1818'- 85641.  PERMISSION SHOULD BE OBTAINED FROM THE RAILROAD CO.
 CZ1818'TO USE PRIVATE ROADS AND CAUTION SHOULD BE EXERCISED IN USING
 CZ1818'THE ROADS ALONG THE RAILROAD AND THE VERY STEEP MOUNTAIN ROAD.
 CZ1818'
 CZ1818'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0236 ***********************************************************************
 DB0236  DESIGNATION -  ARABY
 DB0236  PID         -  DB0236
 DB0236  STATE/COUNTY-  AZ/YUMA
 DB0236  USGS QUAD   -  YUMA EAST (1994)
 DB0236
 DB0236                         *CURRENT SURVEY CONTROL
 DB0236  ___________________________________________________________________
 DB0236* NAD 83(1992)-  32 40 18.91560(N)    114 30 46.17477(W)     ADJUSTED  
 DB0236* NAVD 88     -        67.028  (meters)     219.91   (feet)  ADJUSTED  
 DB0236  ___________________________________________________________________
 DB0236  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DB0236  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0236  DYNAMIC HT  -          66.951 (meters)     219.66  (feet)  COMP
 DB0236  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DB0236
 DB0236  HORZ ORDER  -  SECOND
 DB0236  VERT ORDER  -  FIRST     CLASS II
 DB0236
 DB0236.The horizontal coordinates were established by classical geodetic methods
 DB0236.and adjusted by the National Geodetic Survey in August 1993.
 DB0236
 DB0236.The orthometric height was determined by differential leveling
 DB0236.and adjusted in June 1991.
 DB0236
 DB0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0236
 DB0236.The geoid height was determined by GEOID03.
 DB0236
 DB0236.The dynamic height is computed by dividing the NAVD 88
 DB0236.geopotential number by the normal gravity value computed on the
 DB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0236.degrees latitude (g = 980.6199 gals.).
 DB0236
 DB0236.The modeled gravity was interpolated from observed gravity values.
 DB0236
 DB0236;                    North         East     Units Scale Factor Converg.
 DB0236;SPC AZ W     -   185,634.014   141,812.641   MT  0.99999643   -0 24 42.5
 DB0236;SPC AZ W     -   609,035.48    465,264.57   iFT  0.99999643   -0 24 42.5
 DB0236;SPC CA 6     -   557,391.847 2,162,938.421   MT  1.00002041   +0 57 16.6
 DB0236;SPC CA 6     - 1,828,709.75  7,096,240.47   sFT  1.00002041   +0 57 16.6
 DB0236;UTM  11      - 3,617,650.766   733,228.273   MT  1.00027079   +1 20 35.7
 DB0236
 DB0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0236!SPC AZ W     -   0.99999479  x   0.99999643  =   0.99999122
 DB0236!SPC CA 6     -   0.99999479  x   1.00002041  =   1.00001520
 DB0236!UTM  11      -   0.99999479  x   1.00027079  =   1.00026558
 DB0236
 DB0236:                Primary Azimuth Mark                     Grid Az
 DB0236:SPC AZ W     -  SANDY                                    089 45 12.9
 DB0236:SPC CA 6     -  SANDY                                    088 23 13.8
 DB0236:UTM  11      -  SANDY                                    087 59 54.7
 DB0236
 DB0236|---------------------------------------------------------------------|
 DB0236| PID    Reference Object                     Distance      Geod. Az  |
 DB0236|                                                           dddmmss.s |
 DB0236| DB0192 SANDY                               APPROX. 3.3 KM 0892030.4 |
 DB0236| DB0237 216.455                              11.178 METERS 26629     |
 DB0236| DB0235 ARABY RM 1                            9.324 METERS 35929     |
 DB0236|---------------------------------------------------------------------|
 DB0236
 DB0236                          SUPERSEDED SURVEY CONTROL
 DB0236
 DB0236  NAD 83(1986)-  32 40 18.92438(N)    114 30 46.18395(W) AD(       ) 2
 DB0236  NAD 27      -  32 40 18.75600(N)    114 30 43.36820(W) AD(       ) 2
 DB0236  NGVD 29 (??/??/??)   66.384  (m)          217.79   (f) ADJUSTED    1 2
 DB0236
 DB0236.Superseded values are not recommended for survey control.
 DB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0236.See file dsdata.txt to determine how the superseded data were derived.
 DB0236
 DB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3322817651(NAD 83)
 DB0236_MARKER: DE = TRAVERSE STATION DISK
 DB0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0236_STAMPING: ARABY 1960
 DB0236_MARK LOGO: CGS   
 DB0236_PROJECTION: RECESSED 25 CENTIMETERS
 DB0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0236+STABILITY: SURFACE MOTION
 DB0236
 DB0236  HISTORY     - Date     Condition        Report By
 DB0236  HISTORY     - 1960     MONUMENTED       CGS
 DB0236  HISTORY     - 1960     GOOD             CGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236  HISTORY     - 1981     GOOD             NGS
 DB0236  HISTORY     - 20070615 MARK NOT FOUND   GEOCAC
 DB0236
 DB0236                          STATION DESCRIPTION
 DB0236
 DB0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0236'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF YUMA, 1/2 MILE
 DB0236'SOUTHEAST OF ARABY, 0.15 MILE NORTH OF HIGHWAY MILE POLE 11,
 DB0236'14-1/2 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 4.3
 DB0236'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, 3.8 FEET
 DB0236'SOUTH OF THE SOUTHWEST CORNER OF A CANAL BRIDGE AND AT THE
 DB0236'JUNCTION OF A NORTH-SOUTH EAST-WEST CANAL.
 DB0236'
 DB0236'TO REACH FROM ARABY GO SOUTH ON PAVED ROAD (ARABY ROAD) FOR
 DB0236'0.4 MILE TO U.S. HIGHWAY 80.  TURN LEFT, EAST, ON THE HIGHWAY
 DB0236'AND GO 0.45 MILE TO HIGHWAY MILE POLE 11 AND A SIDE ROAD LEFT.
 DB0236'TURN LEFT, NORTH, ALONG THE EAST SIDE OF A CANAL AND GO 0.15
 DB0236'MILE TO A EAST-WEST CANAL AND THE STATION ON THE LEFT.
 DB0236'
 DB0236'THE STATION, WITH UNDERGROUND MARK, STAMPED ARABY 1960, IS A
 DB0236'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DB0236'PROJECTING 3 INCHES.
 DB0236'
 DB0236'REFERENCE MARK NO. 1, STAMPED ARABY NO 1 1960, IS A STANDARD
 DB0236'DISK CEMENTED IN THE CENTER OF THE WEST CONCRETE WINGWALL AT
 DB0236'THE NORTHWEST CORNER OF THE BRIDGE, 12-1/2 FEET WEST OF THE
 DB0236'CENTERLINE OF A NORTH-SOUTH ROAD, 1 FOOT WEST OF THE NORTHWEST
 DB0236'CORNER OF THE BRIDGE AND ABOUT THE SAME ELEVATION AS THE
 DB0236'STATION.
 DB0236'
 DB0236'THE U.S. BUREAU OF RECLAMATION MARK, STAMPED 216.455, IS A
 DB0236'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 DB0236'CONCRETE BANK OF THE NORTH-SOUTH CANAL, 3.3 FEET SOUTH OF THE
 DB0236'SOUTH BANK OF THE EAST-WEST CANAL AND ABOUT 1 FOOT LOWER THAN
 DB0236'THE STATION.
 DB0236'
 DB0236'THE BENCH MARK, STAMPED P 353 1960, IS A STANDARD DISK SET
 DB0236'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 89 FEET SOUTH OF
 DB0236'THE CENTERLINE OF U.S. HIGHWAY 80, 83 FEET EAST OF THE CENTER
 DB0236'OF A NORTH-SOUTH GRAVEL ROAD, 57 FEET SOUTH OF HIGHWAY MILE
 DB0236'POLE 12, 55-1/2 FEET SOUTH OF A POWER POLE AND 3 FEET NORTH OF
 DB0236'A METAL WITNESS POST WITH SIGN.  TO REACH FROM THE STATION GO
 DB0236'SOUTH 0.15 MILE TO U.S. HIGHWAY 80, THENCE EAST ON THE HIGHWAY
 DB0236'1.0 MILE TO MILE POLE 12, A NORTH-SOUTH GRAVEL ROAD AND THE
 DB0236'MARK ON THE RIGHT.
 DB0236'
 DB0236'2 WHEEL DRIVE
 DB0236
 DB0236                          STATION RECOVERY (1960)
 DB0236
 DB0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0236'0.8 MI E FROM ARABY.
 DB0236'0.3 MILE SOUTH ON PAVED ROAD FROM ARABY, THENCE 0.45 MILE EAST
 DB0236'ON CANAL ROAD, 36.68 FEET EAST OF 216.455 (USBR), 30.58 FEET
 DB0236'SOUTH OF R.M. 1, 14 1/2 FEET WEST OF THE CENTERLINE OF A
 DB0236'NORTH-SOUTH ROAD, 4.3 FEET NORTHEAST OF A METAL WITNESS POST
 DB0236'WITH SIGN, 3.8 FEET SOUTH OF THE SOUTHWEST CORNER OF A CANAL
 DB0236'BRIDGE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0236'THE STATION WAS RECOVERED AS DESCRIBED IN 1960.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0236'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0236'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0236'ROAD, AT A BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) SOUTH OF REFERENCE
 DB0236'MARK NO 1, 4.5 M (14.5 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD,
 DB0236'1.1 M (3.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE.
 DB0236'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0236'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0236'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0236'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0236'ROAD, AT A BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) SOUTH OF REFERENCE
 DB0236'MARK NO 1, 4.5 M (14.5 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD,
 DB0236'1.1 M (3.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE.
 DB0236'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0236'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0236
 DB0236                          STATION RECOVERY (1981)
 DB0236
 DB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0236'RECOVERED IN GOOD CONDITION.
 DB0236
 DB0236                          STATION RECOVERY (2007)
 DB0236
 DB0236'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0236'DID NOT FIND STATION MARK OR REFERENCE MARK 1. THE ADJUSTED
 DB0236'COORDINATES POINT TOWARD A NOW PAVED ROAD AND BRIDGE THAT RUNS OVER A
 DB0236'CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0235 ***********************************************************************
 DB0235  DESIGNATION -  ARABY RM 1
 DB0235  PID         -  DB0235
 DB0235  STATE/COUNTY-  AZ/YUMA
 DB0235  USGS QUAD   -  YUMA EAST (1994)
 DB0235
 DB0235                         *CURRENT SURVEY CONTROL
 DB0235  ___________________________________________________________________
 DB0235* NAD 83(1986)-  32 40 17.     (N)    114 30 46.     (W)     SCALED    
 DB0235* NAVD 88     -        67.028  (meters)     219.91   (feet)  ADJUSTED  
 DB0235  ___________________________________________________________________
 DB0235  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0235  DYNAMIC HT  -          66.950 (meters)     219.65  (feet)  COMP
 DB0235  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 DB0235
 DB0235  VERT ORDER  -  FIRST     CLASS II
 DB0235
 DB0235.The horizontal coordinates were scaled from a topographic map and have
 DB0235.an estimated accuracy of +/- 6 seconds.
 DB0235
 DB0235.The orthometric height was determined by differential leveling
 DB0235.and adjusted in June 1991.
 DB0235
 DB0235.The geoid height was determined by GEOID03.
 DB0235
 DB0235.The dynamic height is computed by dividing the NAVD 88
 DB0235.geopotential number by the normal gravity value computed on the
 DB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0235.degrees latitude (g = 980.6199 gals.).
 DB0235
 DB0235.The modeled gravity was interpolated from observed gravity values.
 DB0235
 DB0235;                    North         East    Units  Estimated Accuracy
 DB0235;SPC AZ W     -   185,580.      141,820.      MT  (+/- 180 meters Scaled)
 DB0235
 DB0235                          SUPERSEDED SURVEY CONTROL
 DB0235
 DB0235  NGVD 29 (??/??/??)   66.377  (m)          217.77   (f) ADJUSTED    1 2
 DB0235
 DB0235.Superseded values are not recommended for survey control.
 DB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0235.See file dsdata.txt to determine how the superseded data were derived.
 DB0235
 DB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS332175(NAD 83)
 DB0235_MARKER: DR = REFERENCE MARK DISK
 DB0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0235_SP_SET: BRIDGE
 DB0235_STAMPING: ARABY NO 1 1960
 DB0235_MARK LOGO: CGS   
 DB0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0235
 DB0235  HISTORY     - Date     Condition        Report By
 DB0235  HISTORY     - 1960     MONUMENTED       CGS
 DB0235  HISTORY     - 1981     GOOD             NGS
 DB0235  HISTORY     - 1981     GOOD             NGS
 DB0235  HISTORY     - 19950524 GOOD             USPSQD
 DB0235  HISTORY     - 20070615 MARK NOT FOUND   GEOCAC
 DB0235
 DB0235                          STATION DESCRIPTION
 DB0235
 DB0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0235'0.8 MI E FROM ARABY.
 DB0235'0.3 MILE SOUTH ON PAVED ROAD FROM ARABY, THENCE 0.45 MILE EAST
 DB0235'ON CANAL ROAD, 30.58 FEET NORTH OF THE STATION MARK, 12 1/2 FEET
 DB0235'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, SET IN A DRILL HOLE
 DB0235'IN THE WEST WINGWALL AT THE NORTHWEST CORNER OF A CANAL BRIDGE.
 DB0235
 DB0235                          STATION RECOVERY (1981)
 DB0235
 DB0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0235'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0235'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0235'ROAD, SET IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF A ROAD
 DB0235'BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) NORTH OF TRIANGULATION
 DB0235'STATION ARABY, 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF THE DIRT
 DB0235'ROAD.
 DB0235'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0235
 DB0235                          STATION RECOVERY (1981)
 DB0235
 DB0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0235'13.0 KM (8.1 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0235'THE STATION IN YUMA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A DIRT TRACK
 DB0235'ROAD, SET IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF A ROAD
 DB0235'BRIDGE OVER THE B CANAL, 9.3 M (30.6 FT) NORTH OF TRIANGULATION
 DB0235'STATION ARABY, 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF THE DIRT
 DB0235'ROAD.
 DB0235'THE MARK IS 0.3 M BELOW THE ROAD.
 DB0235
 DB0235                          STATION RECOVERY (1995)
 DB0235
 DB0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0235'RECOVERED IN GOOD CONDITION.
 DB0235
 DB0235                          STATION RECOVERY (2007)
 DB0235
 DB0235'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0235'DID NOT FIND THE MARK. THE DIRT ROAD IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0547 ***********************************************************************
 GP0547  DESIGNATION -  ARC
 GP0547  PID         -  GP0547
 GP0547  STATE/COUNTY-  AZ/COCONINO
 GP0547  USGS QUAD   -  FACE CANYON (1985)
 GP0547
 GP0547                         *CURRENT SURVEY CONTROL
 GP0547  ___________________________________________________________________
 GP0547* NAD 83(1992)-  36 55 02.56498(N)    111 14 02.35950(W)     ADJUSTED  
 GP0547* NAVD 88     -      1746.8    (meters)    5731.     (feet)  VERTCON   
 GP0547  ___________________________________________________________________
 GP0547  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 GP0547  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0547  HORZ ORDER  -  THIRD
 GP0547
 GP0547.The horizontal coordinates were established by classical geodetic methods
 GP0547.and adjusted by the National Geodetic Survey in November 1997.
 GP0547
 GP0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0547
 GP0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0547
 GP0547.The geoid height was determined by GEOID03.
 GP0547
 GP0547;                    North         East     Units Scale Factor Converg.
 GP0547;SPC AZ C     -   656,519.682   274,186.308   MT  0.99994556   +0 24 36.3
 GP0547;SPC AZ C     - 2,153,935.96    899,561.38   iFT  0.99994556   +0 24 36.3
 GP0547;UTM  12      - 4,085,732.599   479,158.081   MT  0.99960535   -0 08 26.0
 GP0547
 GP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0547!SPC AZ C     -   0.99972960  x   0.99994556  =   0.99967517
 GP0547!UTM  12      -   0.99972960  x   0.99960535  =   0.99933506
 GP0547
 GP0547|---------------------------------------------------------------------|
 GP0547| PID    Reference Object                     Distance      Geod. Az  |
 GP0547|                                                           dddmmss.s |
 GP0547| GP0552 ARC OFFSET 2                         54.973 METERS 01833     |
 GP0547| GP0553 ARC OFFSET 1                         33.757 METERS 17016     |
 GP0547| GP0556 TOWER                               APPROX. 8.9 KM 3102304.9 |
 GP0547|---------------------------------------------------------------------|
 GP0547
 GP0547                          SUPERSEDED SURVEY CONTROL
 GP0547
 GP0547  NAD 83(1992)-  36 55 02.56432(N)    111 14 02.35976(W) AD(       ) 3
 GP0547  NAD 83(1986)-  36 55 02.55589(N)    111 14 02.36148(W) AD(       ) 3
 GP0547  NAD 27      -  36 55 02.58805(N)    111 13 59.83036(W) AD(       ) 3
 GP0547  NGVD 29 (07/19/86) 1745.8    (m)         5728.     (f) VERT ANG    3  
 GP0547
 GP0547.Superseded values are not recommended for survey control.
 GP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0547.See file dsdata.txt to determine how the superseded data were derived.
 GP0547
 GP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7915885733(NAD 83)
 GP0547_MARKER: DD = SURVEY DISK
 GP0547_SETTING: 66 = SET IN ROCK OUTCROP
 GP0547_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0547+STABILITY: POSITION/ELEVATION WELL
 GP0547
 GP0547  HISTORY     - Date     Condition        Report By
 GP0547  HISTORY     - 1954     MONUMENTED       USGS
 GP0547  HISTORY     - 1959     GOOD             USGS
 GP0547  HISTORY     - 1963     GOOD             CGS
 GP0547
 GP0547                          STATION DESCRIPTION
 GP0547
 GP0547'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0547'LOCATED ABOUT 23 MI NE. OF NAVAJO BRIDGE, 21 MI WSW. OF NAVAJO
 GP0547'MTN., 6 MI SE. OF TOWER BUTTE, 2 MI NE. OF NAVAJO CREEK.  ON MOST
 GP0547'SOUTHERN OF N.-S. CHAIN OF BUTTES, IN CENTER OF VERTICAL-WALLED
 GP0547'BUTTE, ABOUT 800 FT ESE. OF WESTERN END AND 220 FT S. OF NORTH
 GP0547'RIM.
 GP0547'
 GP0547'REACHED BY HELICOPTER.  THIS BUTTE WOULD BE VERY DIFFICULT AND
 GP0547'DANGEROUS TO CLIMB.
 GP0547'
 GP0547'STATION MARK--STANDARD TABLET STAMPED---ARC 1954---, CEMENTED IN
 GP0547'DRILL HOLE ON TOP OF SANDSTOE OUTCROP SET FLUSH WITH GROUND.
 GP0547'
 GP0547'RMS--NONE SET.
 GP0547
 GP0547                          STATION RECOVERY (1959)
 GP0547
 GP0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (WLS)
 GP0547'STATION FOUND AS DESCRIBED, MARK RECOVERED IN GOOD CONDITION.
 GP0547
 GP0547                          STATION RECOVERY (1963)
 GP0547
 GP0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GP0547'RECOVERED IN GOOD CONDITION.
 GP0547'
 GP0547'STATION MARK--STANDARD TABLET, STAMPED ---ARC 1954---, CEMENTED IN
 GP0547'DRILL HOLE ON TOP OF SANDSTONE OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2141 ***********************************************************************
 DV2141  DESIGNATION -  ARCHES
 DV2141  PID         -  DV2141
 DV2141  STATE/COUNTY-  AZ/MARICOPA
 DV2141  USGS QUAD   -  BUCKEYE (1976)
 DV2141
 DV2141                         *CURRENT SURVEY CONTROL
 DV2141  ___________________________________________________________________
 DV2141* NAD 83(1992)-  33 22 12.27189(N)    112 37 27.61654(W)     ADJUSTED  
 DV2141* NAVD 88     -       267.117  (meters)     876.37   (feet)  ADJUSTED  
 DV2141  ___________________________________________________________________
 DV2141  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DV2141  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV2141  DYNAMIC HT  -         266.811 (meters)     875.36  (feet)  COMP
 DV2141  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 DV2141
 DV2141  HORZ ORDER  -  FIRST
 DV2141  VERT ORDER  -  FIRST     CLASS II
 DV2141
 DV2141.The horizontal coordinates were established by classical geodetic methods
 DV2141.and adjusted by the National Geodetic Survey in August 1993.
 DV2141
 DV2141.The orthometric height was determined by differential leveling
 DV2141.and adjusted in November 1993.
 DV2141
 DV2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2141
 DV2141.The geoid height was determined by GEOID03.
 DV2141
 DV2141.The dynamic height is computed by dividing the NAVD 88
 DV2141.geopotential number by the normal gravity value computed on the
 DV2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2141.degrees latitude (g = 980.6199 gals.).
 DV2141
 DV2141.The modeled gravity was interpolated from observed gravity values.
 DV2141
 DV2141;                    North         East     Units Scale Factor Converg.
 DV2141;SPC AZ C     -   263,015.376   147,509.238   MT  0.99995345   -0 23 21.4
 DV2141;SPC AZ C     -   862,911.34    483,954.19   iFT  0.99995345   -0 23 21.4
 DV2141;UTM  12      - 3,693,493.154   348,889.698   MT  0.99988153   -0 53 37.1
 DV2141
 DV2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2141!SPC AZ C     -   0.99996289  x   0.99995345  =   0.99991634
 DV2141!UTM  12      -   0.99996289  x   0.99988153  =   0.99984442
 DV2141
 DV2141|---------------------------------------------------------------------|
 DV2141| PID    Reference Object                     Distance      Geod. Az  |
 DV2141|                                                           dddmmss.s |
 DV2141| CH4240 ARCHES RM 1                          14.635 METERS 07310     |
 DV2141| CH4239 ARCHES AZ MK                                       0874643.9 |
 DV2141| CH6123 PM 868A G                                          1865206.4 |
 DV2141| CH4241 ARCHES RM 2                          14.774 METERS 26241     |
 DV2141|---------------------------------------------------------------------|
 DV2141
 DV2141                          SUPERSEDED SURVEY CONTROL
 DV2141
 DV2141  NAD 83(1986)-  33 22 12.26526(N)    112 37 27.62199(W) AD(       ) 1
 DV2141  NAD 27      -  33 22 12.11300(N)    112 37 25.02400(W) AD(       ) 1
 DV2141  NGVD 29 (07/19/86)  267.     (m)          876.     (f) VERT ANG    3  
 DV2141
 DV2141.Superseded values are not recommended for survey control.
 DV2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2141.See file dsdata.txt to determine how the superseded data were derived.
 DV2141
 DV2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4889093493(NAD 83)
 DV2141_MARKER: DS = TRIANGULATION STATION DISK
 DV2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2141_SP_SET: CONCRETE POST
 DV2141_STAMPING: ARCHES 1934
 DV2141_MARK LOGO: CGS   
 DV2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2141+STABILITY: SURFACE MOTION
 DV2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2141+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV2141
 DV2141  HISTORY     - Date     Condition        Report By
 DV2141  HISTORY     - 1934     MONUMENTED       CGS
 DV2141  HISTORY     - 1934     GOOD             CGS
 DV2141  HISTORY     - 1970     GOOD             NGS
 DV2141  HISTORY     - 1979     GOOD             USE
 DV2141  HISTORY     - 19920316 GOOD             NGS
 DV2141  HISTORY     - 20000622 GOOD             AZDT
 DV2141  HISTORY     - 20070417 GOOD             GEOCAC
 DV2141
 DV2141                          STATION DESCRIPTION
 DV2141
 DV2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2141'TWO MILES WEST OF BUCKEYE ON U.S. HIGHWAY NO. 80 AND 0.1 MILE
 DV2141'WEST OF ARCHES SERVICE STATION, AT THE EAST END OF A CURVE
 DV2141'IN THE HIGHWAY.  (WHERE HIGHWAY TURNS SOUTH THERE IS ANOTHER
 DV2141'PAVED ROAD MAKING A JUNCTION THAT IS 0.1 MILE WEST OF THE
 DV2141'SERVICE STATION.) ON THE SOUTH SIDE OF THE ROAD, AND ON THE
 DV2141'SOUTH SIDE OF A FENCE, BETWEEN THE FENCE AND AN IRRIGATION
 DV2141'DITCH AND OPPOSITE A SIGN THAT READS WHITE HOUSE CABINS, 50
 DV2141'CENTS AND UP.  MARKED BY STANDARD BRONZE DISKS.
 DV2141'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DV2141'REFERENCE DISK, IS 14.516 METERS (47.62 FEET) FROM
 DV2141'STATION.  REFERENCE MARK NO. 2, A
 DV2141'STANDARD BRONZE REFERENCE DISK, IS 14.793 METERS
 DV2141'(48.53 FEET) FROM STATION.  THE
 DV2141'AZIMUTH MARK, A STANDARD BRONZE DISK, IS 0.3
 DV2141'MILE FROM STATION, ON LEFT SIDE OF ROAD IN CULVERT.
 DV2141
 DV2141                          STATION RECOVERY (1934)
 DV2141
 DV2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DV2141'RECOVERED IN GOOD CONDITION.
 DV2141
 DV2141                          STATION RECOVERY (1970)
 DV2141
 DV2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV2141'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 DV2141'IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN DISTURBED AND
 DV2141'IS LEANING TO THE EAST.  THE MARK IS SOLID AND STILL SERVES
 DV2141'THE PURPOSE SINCE THERE IS NO GOOD PLACE TO SET A NEW REFERENCE
 DV2141'MARK.  THE AZIMUTH MARK WAS DESTROYED IN CONSTRUCTION OF U.S.
 DV2141'HIGHWAY 80.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DV2141'
 DV2141'THE STATION IS LOCATED 2 MILES WEST OF BUCKEYE, 0.1 MILE NORTH
 DV2141'OF U.S. HIGHWAY 80 AND ALONG THE SOUTH SIDE OF AN OLD CONCRETE
 DV2141'ROAD.
 DV2141'
 DV2141'TO REACH THE STATION FROM THE INTERSECTION OF FIRST STREET AND
 DV2141'U.S. HIGHWAY 80 IN BUCKEYE, GO WEST ALONG THE HIGHWAY FOR 1.85
 DV2141'MILE TO POINT WHERE THE HIGHWAY TURNS SOUTH, CONTINUE STRAIGHT
 DV2141'AHEAD FOR 0.15 MILE TO THE STATION ON THE LEFT JUST BEFORE
 DV2141'REACHING AN INTERSECTION.
 DV2141'
 DV2141'THE STATION MARK IS A STANDARD DISK STAMPED, ARCHES 1934.  IT
 DV2141'IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH
 DV2141'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 38
 DV2141'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF
 DV2141'POWER POLE NUMBER 2 OVER 17 AND 8 FEET SOUTH OF THE WITNESS POST.
 DV2141'
 DV2141'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ARCHES NO 1 1934.
 DV2141'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2141'LEANS TO THE EAST.  IT IS 40 FEET EAST OF THE POWER POLE, 30
 DV2141'FEET SOUTH OF THE CENTER LINE OF THE ROAD 10 FEET NORTH OF A
 DV2141'DITCH AND 3 FEET NORTH OF A FENCE LINE.
 DV2141'
 DV2141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, ARCHES NO 2 1934.
 DV2141'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2141'PROJECTS ABOUT 3 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER
 DV2141'LINE OF THE ROAD, 54 FEET SOUTHWEST OF THE POWER POLE AND 9
 DV2141'FEET NORTH OF THE FENCE LINE.
 DV2141'
 DV2141'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT BENCH MARK
 DV2141'STAMPED, P AND M 868A G 1970.  IT IS SET IN THE TOP OF A
 DV2141'6-INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS 0.45
 DV2141'MILE SOUTHWEST OF THE STATION ALONG THE WEST RIGHT OF WAY FENCE
 DV2141'LINE, 78 FEET SOUTH OF POWER POLE NO. 39, ABOUT 100 FEET NORTH OF
 DV2141'A SIDE ROAD LEADING WEST AND 2 FEET EAST OF THE FENCE LINE AND
 DV2141'WITNESS SIGN.
 DV2141'
 DV2141'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2141'
 DV2141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST
 DV2141'OF BUCKEYE
 DV2141
 DV2141                          STATION RECOVERY (1979)
 DV2141
 DV2141'RECOVERY NOTE BY US ENGINEERS 1979 (FLC)
 DV2141'ARCHES 1934 RECOVERED GOOD.
 DV2141'
 DV2141'R. M.S 1 AND 2 DESTROYED.
 DV2141
 DV2141                          STATION RECOVERY (1992)
 DV2141
 DV2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV2141'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2141'BUCKEYE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 85, AT A
 DV2141'POINT WHERE THE ROAD TURNS SOUTH, 29.8 M (97.8 FT) WEST OF THE ROAD
 DV2141'CENTERLINE, 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 DV2141'3.0 M (9.8 FT) WEST OF UTILITY POLE NUMBER 2 17, 1.0 M (3.3 FT) BELOW
 DV2141'THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND
 DV2141'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DV2141
 DV2141                          STATION RECOVERY (2000)
 DV2141
 DV2141'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2141'FOUND IN GOOD CONDITION BY LOCAL SURVEYOR, R.J..FISH RLS12317. THE
 DV2141'AZIMUTH MARK AND WAS FOUND DISLODGED AND LIES ON THE GROUND BENEATH
 DV2141'THE WITNESS SIGN.
 DV2141
 DV2141                          STATION RECOVERY (2007)
 DV2141
 DV2141'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1652 ***********************************************************************
 DB1652  DESIGNATION -  ARENA
 DB1652  PID         -  DB1652
 DB1652  STATE/COUNTY-  AZ/YUMA
 DB1652  USGS QUAD   -  FORTUNA SW (1965)
 DB1652
 DB1652                         *CURRENT SURVEY CONTROL
 DB1652  ___________________________________________________________________
 DB1652* NAD 83(1992)-  32 34 14.23245(N)    114 25 58.84108(W)     ADJUSTED  
 DB1652* NAVD 88     -       132.3    (meters)     434.     (feet)  VERTCON   
 DB1652  ___________________________________________________________________
 DB1652  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 DB1652  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB1652  HORZ ORDER  -  THIRD
 DB1652
 DB1652.The horizontal coordinates were established by classical geodetic methods
 DB1652.and adjusted by the National Geodetic Survey in August 1993.
 DB1652
 DB1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1652
 DB1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1652
 DB1652.The geoid height was determined by GEOID03.
 DB1652
 DB1652;                    North         East     Units Scale Factor Converg.
 DB1652;SPC AZ W     -   174,349.395   149,226.642   MT  0.99998403   -0 22 03.7
 DB1652;SPC AZ W     -   572,012.45    489,588.72   iFT  0.99998403   -0 22 03.7
 DB1652;UTM  11      - 3,606,594.833   740,986.298   MT  1.00031618   +1 22 57.3
 DB1652
 DB1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1652!SPC AZ W     -   0.99998456  x   0.99998403  =   0.99996859
 DB1652!UTM  11      -   0.99998456  x   1.00031618  =   1.00030073
 DB1652
 DB1652                          SUPERSEDED SURVEY CONTROL
 DB1652
 DB1652  NAD 83(1986)-  32 34 14.23667(N)    114 25 58.84784(W) AD(       ) 3
 DB1652  NGVD 29 (04/26/91)  131.6    (m)          432.     (f) VERT ANG    3  
 DB1652
 DB1652.Superseded values are not recommended for survey control.
 DB1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1652.See file dsdata.txt to determine how the superseded data were derived.
 DB1652
 DB1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4098606595(NAD 83)
 DB1652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1652_SETTING: 80 = SET IN A BOULDER
 DB1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1652+STABILITY: SURFACE MOTION
 DB1652
 DB1652  HISTORY     - Date     Condition        Report By
 DB1652  HISTORY     - UNK      MONUMENTED       USGS
 DB1652  HISTORY     - 1964     GOOD             USGS
 DB1652
 DB1652                          STATION DESCRIPTION
 DB1652
 DB1652'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1652'RECOVERED IN GOOD CONDITION.
 DB1652'
 DB1652'TO REACH FROM THE CORNER OF 32ND STREET AND 4TH AVENUE AT SOUTH
 DB1652'EDGE OF YUMA, FOLLOW 32ND STREET (US HWY. 80) 12.9 MI E. TO POWER
 DB1652'LINE RD. ON RIGHT.  TURN RIGHT AND FOLLOW POWER LINE RD. 7.1 MI.
 DB1652'TURN RIGHT AND GO CROSS COUNTRY 1.5 MI TO STATION.
 DB1652'
 DB1652'RM 1--STANDARD TABLET, STAMPING UNKNOWN, BRAZED TO IRON PIPE IN
 DB1652'CONCRETE.
 DB1652'
 DB1652'RM 2--STANDARD TABLET, STAMPING UNKNOWN, BRAZED TO IRON PIPE IN
 DB1652'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4638 ***********************************************************************
 DK4638  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4638  DESIGNATION -  ARENA
 DK4638  PID         -  DK4638
 DK4638  STATE/COUNTY-  AZ/PINAL
 DK4638  USGS QUAD   -  CASA GRANDE EAST (1992)
 DK4638
 DK4638                         *CURRENT SURVEY CONTROL
 DK4638  ___________________________________________________________________
 DK4638* NAD 83(2007)-  32 57 09.59411(N)    111 42 16.90521(W)     ADJUSTED  
 DK4638* NAVD 88     -       450.17   (meters)    1476.9    (feet)  GPS OBS   
 DK4638  ___________________________________________________________________
 DK4638  EPOCH DATE  -        2007.00
 DK4638  X           -  -1,981,394.510 (meters)                     COMP
 DK4638  Y           -  -4,977,836.942 (meters)                     COMP
 DK4638  Z           -   3,449,783.261 (meters)                     COMP
 DK4638  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DK4638  ELLIP HEIGHT-         420.113 (meters)          (04/23/08) ADJUSTED
 DK4638  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DK4638  HORZ ORDER  -  B
 DK4638  ELLP ORDER  -  FOURTH    CLASS I
 DK4638
 DK4638.The horizontal coordinates were established by GPS observations
 DK4638.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4638
 DK4638.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4638.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4638.The horizontal coordinates are valid at the epoch date displayed above.
 DK4638.The epoch date for horizontal control is a decimal equivalence
 DK4638.of Year/Month/Day.
 DK4638
 DK4638.The orthometric height was determined by GPS observations and a
 DK4638.high-resolution geoid model.
 DK4638.The orthometric height was determined by GPS observations and a
 DK4638.high-resolution geoid model using precise GPS observation and
 DK4638.processing techniques.
 DK4638
 DK4638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4638
 DK4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4638
 DK4638.The ellipsoidal height was determined by GPS observations
 DK4638.and is referenced to NAD 83.
 DK4638
 DK4638.The geoid height was determined by GEOID03.
 DK4638
 DK4638;                    North         East     Units Scale Factor Converg.
 DK4638;SPC AZ C     -   216,522.369   233,177.958   MT  0.99990484   +0 06 55.1
 DK4638;SPC AZ C     -   710,375.23    765,019.55   iFT  0.99990484   +0 06 55.1
 DK4638;UTM  12      - 3,646,259.736   434,134.433   MT  0.99965349   -0 22 60.0
 DK4638
 DK4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4638!SPC AZ C     -   0.99993405  x   0.99990484  =   0.99983889
 DK4638!UTM  12      -   0.99993405  x   0.99965349  =   0.99958756
 DK4638
 DK4638                          SUPERSEDED SURVEY CONTROL
 DK4638
 DK4638.No superseded survey control is available for this station.
 DK4638
 DK4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3413446260(NAD 83)
 DK4638_MARKER: DD = SURVEY DISK
 DK4638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4638_STAMPING: ARENA LS20358 CITY OF CASA GRANDE STATIC STA
 DK4638_MARK LOGO: NONE  
 DK4638_PROJECTION: FLUSH
 DK4638_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4638+STABILITY: SURFACE MOTION
 DK4638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4638+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4638
 DK4638  HISTORY     - Date     Condition        Report By
 DK4638  HISTORY     - 20060830 MONUMENTED       MHD
 DK4638
 DK4638                          STATION DESCRIPTION
 DK4638
 DK4638'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4638'THE MARK IS LOCATED ABOUT 8.9 MI (14.4 KM) SOUTHWEST OF BLACKWATER,
 DK4638'8.8 MI (14.1 KM) SOUTH-SOUTHEAST OF SACATON AND 5.9 MI (9.5 KM)
 DK4638'NORTH-NORTHEAST OF CASA GRANDE.  IT IS LOCATED ON UNDEVELOPED LAND IN
 DK4638'THE NW/4 OF SECTION 36, T 5 S, R 6 E, GILA AND SALT RIVER MERIDIAN.
 DK4638' 
 DK4638'TO REACH THE STATION  FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4638'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ALONG
 DK4638'FLORENCE BOULEVARD 4.0 MI (6.4 KM) TO INTERSTATE 10.  GO NORTH ON I-10
 DK4638'4.0 MI (6.4 KM) TO MCCARTNEY ROAD.  EXIT EAST ON MCCARTNEY ROAD AND GO
 DK4638'0.6 MI (1.0 KM) TO COX ROAD.  TURN LEFT ON COX ROAD AND GO NORTH 1.0
 DK4638'MI (1.6 KM) TO WOODRUFF ROAD.  TURN LEFT ON WOODRUFF AND GO WEST 1.0
 DK4638'MI (1.6 KM) TO TRACK ROAD.  STATION IS 51 FT (15.5 M) SOUTH OF THE
 DK4638'CENTERLINE OF WOODRUFF ROAD, AND 68 FT (20.7 M) EAST OF TRACT ROAD.
 DK4638'STATION IS A CITY OF CASA GRANDE BRASS CAP IN CONCRETE POST FLUSH WITH
 DK4638'NATURAL GROUND MARKED 'STATIC STA ARENA LS20358'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4648 ***********************************************************************
 DK4648  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4648  DESIGNATION -  ARICA
 DK4648  PID         -  DK4648
 DK4648  STATE/COUNTY-  AZ/PINAL
 DK4648  USGS QUAD   -  CASA GRANDE MTS (1992)
 DK4648
 DK4648                         *CURRENT SURVEY CONTROL
 DK4648  ___________________________________________________________________
 DK4648* NAD 83(2007)-  32 46 40.31963(N)    111 40 16.43192(W)     ADJUSTED  
 DK4648* NAVD 88     -       454.73   (meters)    1491.9    (feet)  GPS OBS   
 DK4648  ___________________________________________________________________
 DK4648  EPOCH DATE  -        2007.00
 DK4648  X           -  -1,982,373.169 (meters)                     COMP
 DK4648  Y           -  -4,988,773.768 (meters)                     COMP
 DK4648  Z           -   3,433,501.759 (meters)                     COMP
 DK4648  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DK4648  ELLIP HEIGHT-         424.560 (meters)          (04/23/08) ADJUSTED
 DK4648  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DK4648  HORZ ORDER  -  B
 DK4648  ELLP ORDER  -  FOURTH    CLASS I
 DK4648
 DK4648.The horizontal coordinates were established by GPS observations
 DK4648.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4648
 DK4648.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4648.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4648.The horizontal coordinates are valid at the epoch date displayed above.
 DK4648.The epoch date for horizontal control is a decimal equivalence
 DK4648.of Year/Month/Day.
 DK4648
 DK4648.The orthometric height was determined by GPS observations and a
 DK4648.high-resolution geoid model.
 DK4648.The orthometric height was determined by GPS observations and a
 DK4648.high-resolution geoid model using precise GPS observation and
 DK4648.processing techniques.
 DK4648
 DK4648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4648
 DK4648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4648
 DK4648.The ellipsoidal height was determined by GPS observations
 DK4648.and is referenced to NAD 83.
 DK4648
 DK4648.The geoid height was determined by GEOID03.
 DK4648
 DK4648;                    North         East     Units Scale Factor Converg.
 DK4648;SPC AZ C     -   197,145.516   236,351.777   MT  0.99990652   +0 07 58.4
 DK4648;SPC AZ C     -   646,802.87    775,432.34   iFT  0.99990652   +0 07 58.4
 DK4648;UTM  12      - 3,626,860.999   437,139.135   MT  0.99964872   -0 21 48.3
 DK4648
 DK4648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4648!SPC AZ C     -   0.99993335  x   0.99990652  =   0.99983987
 DK4648!UTM  12      -   0.99993335  x   0.99964872  =   0.99958209
 DK4648
 DK4648                          SUPERSEDED SURVEY CONTROL
 DK4648
 DK4648.No superseded survey control is available for this station.
 DK4648
 DK4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3713926861(NAD 83)
 DK4648_MARKER: DD = SURVEY DISK
 DK4648_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4648_STAMPING: ARICA 2006 CITY OF ELOY CONTROL POINT
 DK4648_MARK LOGO: NONE  
 DK4648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4648+STABILITY: SURFACE MOTION
 DK4648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4648+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4648
 DK4648  HISTORY     - Date     Condition        Report By
 DK4648  HISTORY     - 20060830 MONUMENTED       PSOMAS
 DK4648
 DK4648                          STATION DESCRIPTION
 DK4648
 DK4648'DESCRIBED BY PSOMAS AND ASSOCIATES 2006
 DK4648'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF CASA GRANDE,
 DK4648'7.0 MI (11.2 KM) WEST-NORTHWEST OF ELOY AND 6.7 MI (10.8 KM)
 DK4648'EAST-NORTHEAST OF CHUICHU IN SECTION 31, T 7 S, R 7 E, GILA AND SALT
 DK4648'RIVER MERIDIAN.
 DK4648' 
 DK4648'TO REACH STATION FROM INTERSECTION OF SUNLAND GIN ROAD AND INTERSTATE
 DK4648'10, HEAD SOUTH ON SUNLAND GIN ROAD 2.2 MI (3.5 KM) TO HOUSER ROAD.
 DK4648'THE STATION IS A BRASS DISK SET IN CONCRETE AT THE NORTHWEST CORNER OF
 DK4648'THE INTERSECTION OF SUNLAND GIN ROAD AND HOUSER ROAD, 263 FT (80.2 M)
 DK4648'SOUTH OF A UTILITY POLE, AND 57.4 FT (17.5 M) NORTH OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1565 ***********************************************************************
 DA1565  DESIGNATION -  ARID
 DA1565  PID         -  DA1565
 DA1565  STATE/COUNTY-  AZ/MARICOPA
 DA1565  USGS QUAD   -  MIDWAY (1986)
 DA1565
 DA1565                         *CURRENT SURVEY CONTROL
 DA1565  ___________________________________________________________________
 DA1565* NAD 83(1992)-  32 41 08.34898(N)    112 51 19.45199(W)     ADJUSTED  
 DA1565* NAVD 88     -       329.23   (+/-2cm)    1080.1    (feet)  VERTCON   
 DA1565  ___________________________________________________________________
 DA1565  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DA1565  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DA1565  HORZ ORDER  -  SECOND
 DA1565  VERT ORDER  -  THIRD ? (See Below)
 DA1565
 DA1565.The horizontal coordinates were established by classical geodetic methods
 DA1565.and adjusted by the National Geodetic Survey in August 1993.
 DA1565
 DA1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1565.The vertical order pertains to the NGVD 29 superseded value.
 DA1565
 DA1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1565
 DA1565.The geoid height was determined by GEOID03.
 DA1565
 DA1565;                    North         East     Units Scale Factor Converg.
 DA1565;SPC AZ C     -   187,282.829   125,329.422   MT  0.99999553   -0 30 25.1
 DA1565;SPC AZ C     -   614,444.98    411,185.77   iFT  0.99999553   -0 30 25.1
 DA1565;UTM  12      - 3,617,960.536   326,051.172   MT  0.99997312   -1 00 08.0
 DA1565
 DA1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1565!SPC AZ C     -   0.99995324  x   0.99999553  =   0.99994877
 DA1565!UTM  12      -   0.99995324  x   0.99997312  =   0.99992636
 DA1565
 DA1565|---------------------------------------------------------------------|
 DA1565| PID    Reference Object                     Distance      Geod. Az  |
 DA1565|                                                           dddmmss.s |
 DA1565| CH4242 ARID RM 1                            12.820 METERS 01836     |
 DA1565| DA1577 BLACK                               APPROX. 7.8 KM 0201712.4 |
 DA1565| CH4243 ARID RM 2                            13.807 METERS 19758     |
 DA1565|---------------------------------------------------------------------|
 DA1565
 DA1565                          SUPERSEDED SURVEY CONTROL
 DA1565
 DA1565  NAD 83(1986)-  32 41 08.34342(N)    112 51 19.45887(W) AD(       ) 2
 DA1565  NAD 27      -  32 41 08.15810(N)    112 51 16.86703(W) AD(       ) 2
 DA1565  NGVD 29 (07/19/86)  328.60   (m)         1078.1    (f) LEVELING    3  
 DA1565
 DA1565.Superseded values are not recommended for survey control.
 DA1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1565.See file dsdata.txt to determine how the superseded data were derived.
 DA1565
 DA1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2605117961(NAD 83)
 DA1565_MARKER: DD = SURVEY DISK
 DA1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1565+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1565
 DA1565  HISTORY     - Date     Condition        Report By
 DA1565  HISTORY     - 1975     MONUMENTED       AZDT
 DA1565  HISTORY     - 19970216 GOOD             USPSQD
 DA1565  HISTORY     - 20060220 GOOD             USPSQD
 DA1565  HISTORY     - 20070603 GOOD             GEOCAC
 DA1565
 DA1565                          STATION DESCRIPTION
 DA1565
 DA1565'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1565'THE STATION IS LOCATED ABOUT 19.7 MILES SOUTHWEST OF GILA
 DA1565'BEND ALONG THE WEST RIGHT-OF-WAY OF STATE HWY. 85.
 DA1565'
 DA1565'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED ARID
 DA1565'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1565'STATION IS 88 FEET NORTH OF MILE POST 20, 135 FEET WEST OF THE
 DA1565'CENTERLINE OF STATE HWY. 85, 64 FEET EAST OF THE WEST
 DA1565'RIGHT-OF-WAY FENCE AND 2.5 FEET EAST OF A WITNESS POST.
 DA1565'
 DA1565'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1565'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT IN THE WEST
 DA1565'RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 42.3 FEET NORTH OF A
 DA1565'WITNESS POST, 68.3 FEET EAST OF A RIGHT-OF-WAY FENCE AND 131
 DA1565'FEET WEST OF HWY. CENTERLINE.
 DA1565'
 DA1565'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1565'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT IN THE WEST
 DA1565'RIGHT-OF-WAY OF STATE ROUTE 85, 45.3 FEET SOUTH OF A WITNESS
 DA1565'POST, 60.5 FEET EAST OF RIGHT-OF-WAY FENCE, 95 FEET NORTHEAST
 DA1565'OF UTILITY POLE 205 AND 139.5 FEET WEST OF HWY. CENTERLINE.
 DA1565'
 DA1565'TO REACH THE STATION FROM MARTIN AVE AND U.S. HWY. 80 IN
 DA1565'GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1565'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS
 DA1565'AND CONTINUE SOUTHERLY ON STATE 85 TO MILE POST 20 (19.5 MILES)
 DA1565'AND STATION ON THE RIGHT IN THE WEST RIGHT-OF-WAY.
 DA1565'
 DA1565'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1565
 DA1565                          STATION RECOVERY (1997)
 DA1565
 DA1565'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1565'RECOVERED IN GOOD CONDITION.
 DA1565
 DA1565                          STATION RECOVERY (2006)
 DA1565
 DA1565'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1565'RECOVERED AS DESCRIBED.
 DA1565
 DA1565                          STATION RECOVERY (2007)
 DA1565
 DA1565'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1085 ***********************************************************************
 CY1085  DESIGNATION -  ARIMEX
 CY1085  PID         -  CY1085
 CY1085  STATE/COUNTY-  AZ/GREENLEE
 CY1085  USGS QUAD   -  GOAT CAMP SPRING (1986)
 CY1085
 CY1085                         *CURRENT SURVEY CONTROL
 CY1085  ___________________________________________________________________
 CY1085* NAD 83(1992)-  32 46 02.53312(N)    109 02 52.16754(W)     ADJUSTED  
 CY1085* NAVD 88     -      1279.4    (meters)    4197.     (feet)  VERTCON   
 CY1085  ___________________________________________________________________
 CY1085  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 CY1085  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CY1085  HORZ ORDER  -  FIRST
 CY1085
 CY1085.The horizontal coordinates were established by classical geodetic methods
 CY1085.and adjusted by the National Geodetic Survey in August 1993.
 CY1085
 CY1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1085
 CY1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1085
 CY1085.The geoid height was determined by GEOID03.
 CY1085
 CY1085;                    North         East     Units Scale Factor Converg.
 CY1085;SPC AZ E     -   196,508.918   318,185.239   MT  1.00003545   +0 36 20.2
 CY1085;SPC AZ E     -   644,714.30  1,043,914.83   iFT  1.00003545   +0 36 20.2
 CY1085;UTM  12      - 3,627,184.470   682,855.950   MT  1.00001230   +1 03 24.7
 CY1085
 CY1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1085!SPC AZ E     -   0.99980321  x   1.00003545  =   0.99983865
 CY1085!UTM  12      -   0.99980321  x   1.00001230  =   0.99981550
 CY1085
 CY1085|---------------------------------------------------------------------|
 CY1085| PID    Reference Object                     Distance      Geod. Az  |
 CY1085|                                                           dddmmss.s |
 CY1085| CC5973 ARIMEX RM 1                           9.929 METERS 10657     |
 CY1085| CR7665 ARIMEX RM 4                          12.172 METERS 20154     |
 CY1085| CC5975 ARIMEX RM 3 AZIMUTH                                2523933.2 |
 CY1085| CR7664 ARIMEX AZ MK                                       2523946.4 |
 CY1085| CC5974 ARIMEX RM 2                          20.250 METERS 25501     |
 CY1085|---------------------------------------------------------------------|
 CY1085
 CY1085                          SUPERSEDED SURVEY CONTROL
 CY1085
 CY1085  NAD 83(1986)-  32 46 02.52668(N)    109 02 52.16936(W) AD(       ) 1
 CY1085  NAD 27      -  32 46 02.27213(N)    109 02 49.94258(W) AD(       ) 1
 CY1085  NGVD 29 (02/22/88) 1278.7    (m)         4195.     (f) VERT ANG    3  
 CY1085
 CY1085.Superseded values are not recommended for survey control.
 CY1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1085.See file dsdata.txt to determine how the superseded data were derived.
 CY1085
 CY1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8285627184(NAD 83)
 CY1085_MARKER: DS = TRIANGULATION STATION DISK
 CY1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1085+STABILITY: SURFACE MOTION
 CY1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1085+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY1085
 CY1085  HISTORY     - Date     Condition        Report By
 CY1085  HISTORY     - 1934     MONUMENTED       CGS
 CY1085  HISTORY     - 1964     GOOD             CGS
 CY1085  HISTORY     - 1968     GOOD             AMS
 CY1085  HISTORY     - 1983     GOOD             AZDT
 CY1085  HISTORY     - 20061020 GOOD             GEOCAC
 CY1085
 CY1085                          STATION DESCRIPTION
 CY1085
 CY1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CY1085'ABOUT 4.0 MILES NE OF DUNCAN, ARIZONA, ON ARIZONA-NEW MEXICO
 CY1085'BOUNDARY.
 CY1085'
 CY1085'STATION IS MARKED WITH A STANDARD DISK SET IN CONCRETE.
 CY1085'THERE MAY BE AN UNDERGROUND MARK,
 CY1085'A STANDARD DISK SET IN CONCRETE.
 CY1085'
 CY1085'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CY1085'
 CY1085'REFERENCE MARK NO. 1 IS 9.938 METERS (32.60 FEET) FROM STATION
 CY1085'S 73 DEG 03 MIN E.
 CY1085'
 CY1085'REFERENCE MARK NO. 2 IS ON W SIDE OF ROAD, AND 20.250 METERS
 CY1085'(66.44 FEET) FROM STATION S 75 DEG 01 MIN W.
 CY1085'
 CY1085'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 75 FEET NW OF
 CY1085'ROAD AT POINT WHERE ROAD MAKES TURN TO S AND GOES DOWN INTO
 CY1085'VALLEY TO W, AND 0.35 MILE FROM STATION S 72 DEG 40 MIN W.
 CY1085'
 CY1085'TO REACH FROM POST OFFICE IN DUNCAN GO E ACROSS GILA RIVER
 CY1085'BRIDGE, TURN LEFT (N) AND GO 0.7 MILE (FROM POST OFFICE),
 CY1085'TURN RIGHT (E) AND GO 0.4 MILE, TURN LEFT (N) AND GO 3.9
 CY1085'MILES TO STATION SITE ABOUT 13 FEET E OF CENTER OF ROAD.
 CY1085
 CY1085                          STATION RECOVERY (1964)
 CY1085
 CY1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CY1085'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 CY1085'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 CY1085'LYING ON ITS SIDE NEAR THE STATION MARK.  A NEW DESCRIPTION
 CY1085'TO REACH THE STATION FOLLOWS.
 CY1085'
 CY1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 CY1085'75 IN DUNCAN, ARIZONA, GO NORTH ON HIGHWAY 75 (ACROSS THE
 CY1085'GILA RIVER BRIDGE) 0.55 MILE (PASSING A SIDE ROAD LEFT JUST
 CY1085'AFTER CROSSING THE BRIDGE) TO A FORK, TURN LEFT AND GO WEST
 CY1085'0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 CY1085'ON GRAVELED ROAD 3.35 MILES TO THE AZIMUTH MARK ON THE LEFT,
 CY1085'CONTINUE NORTH 0.35 MILE TO THE MARK ON THE RIGHT.
 CY1085'
 CY1085'ASTRO PARTY 363 VISITED THIS STATION.
 CY1085
 CY1085                          STATION RECOVERY (1968)
 CY1085
 CY1085'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1085'STATION IS LOCATED APPROXIMATELY 4.8 AIRMILES (NE) OF DUNCAN,
 CY1085'ARIZONA AND 35.1 AIRMILES (NW) OF LORDSBURG, NEW MEXICO.
 CY1085'
 CY1085'TO REACH FROM INTERSECTION OF U.S. HWY 70 AND ARIZONA 75 IN
 CY1085'DUNCAN, ARIZONA GO 1.2 MI (ENE) ON ARIZONA 75 TO JCT WITH
 CY1085'IMPROVED DIRT ROAD RIGHT, TURN RIGHT (E) AND GO 3.8 MI TO
 CY1085'STATION SITE ON (S) SIDE OF ROAD.  MARK IS LOCATED 6.3 M (SSE)
 CY1085'FROM CENTERLINE ROAD.  11.60 M (SSE) OF FENCE.  33.60 M (SSW)
 CY1085'FROM FENCE CORNER.
 CY1085'
 CY1085'STATION IS MARKED BY USC AND GS BRONZE DISK SET IN 10 IN X 10 IN
 CY1085'CONCRETE POST PROTRUDING 0.204 M ABOVE GROUND AND STAMPED
 CY1085'ARIMEX 1934.
 CY1085'
 CY1085'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A 10 IN X 10 IN
 CY1085'CONCRETE POST PROTRUDING 0.07 M ABOVE GROUND AND STAMPED
 CY1085'ARIMEX NO 1 1934.  FROM THE STATION IT IS (ESE) ON A MAG AZ
 CY1085'100 DEG AT A DISTANCE OF 9.94 M AND A DE OF -0.38 M.
 CY1085'
 CY1085'R.M. 2 IS DESTROYED (VERIFIED BY HIGHWAY DEPARTMENT).
 CY1085'
 CY1085'R.M. 3 IS A USC AND GS BRONZE DISK SET IN A 10 IN X 10 IN CONCRETE
 CY1085'POST FLUSH WITH GROUND AND STAMPED ARIMEX NO 3 1934.
 CY1085'FROM THE STATION IT IS (WSW) ON A MAG AZ OF 250 DEG AT A
 CY1085'DISTANCE OF 0.35 MILES.  R.M. 3 IS THE AZIMUTH MARK FOR ARIMEX.
 CY1085
 CY1085                          STATION RECOVERY (1983)
 CY1085
 CY1085'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1085'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 CY1085'2 HAS BEEN DESTROYED AND REFERENCE MARK 4 WAS ESTABLISHED AT THIS
 CY1085'TIME.  A NEW ROUTE TO THE STATION FOLLOWS.
 CY1085'
 CY1085'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN, TRAVEL NORTH FOR
 CY1085'0.1 MILE TO U.S. HIGHWAY 70 AND STATE ROUTE 75.  TRAVEL NORTHEAST
 CY1085'ALONG SR 75 FOR 1.2 MILES TO MILEPOST 380.2 AND A SIDE ROAD ON THE
 CY1085'RIGHT.  TURN RIGHT AND TRAVEL NORTHEAST FOR 3.7 MILES TO THE TOP OF A
 CY1085'GRADE AND THE STATION ON THE RIGHT.
 CY1085
 CY1085                          STATION RECOVERY (2006)
 CY1085
 CY1085'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1085'RECOVERED STATION MARK, REFERENCE MARK 1, REFERENCE MARK 3 AND
 CY1085'REFERENCE MARK 4 (AZIMUTH MARK) IN GOOD CONDITION AS DESCRIBED WITH
 CY1085'THE FOLLOWING UPDATE TO THE DESCRIPTION   STATION MARK IS 4.3 FEET
 CY1085'NORTHWEST OF A WITNESS POST, 6.3 FEET NORTH NORTHWEST OF THE NORTH LEG
 CY1085'OF A COUNTY LINE SIGN, AND 17 FEET SOUTH OF THE CENTER OF THE ROAD.
 CY1085'HANDHELD COORDINATES OF THE AZIMUTH MARK IS
 CY1085'32 45 57.12 (N)   109 03 12.90 (W)  (NAD 83).
 CY1085' 
 CY1085'UPDATE TO THE TO REACH DESCRIPTION   THE SIDE ROAD IS A GRAVEL ROAD
 CY1085'CALLED CARSILE ROAD AT SR 75 AND CARLISLE ROAD BEYOND SR 75.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0519 ***********************************************************************
 CG0519  DESIGNATION -  ARIVACA
 CG0519  PID         -  CG0519
 CG0519  STATE/COUNTY-  AZ/PIMA
 CG0519  USGS QUAD   -  ARIVACA (1979)
 CG0519
 CG0519                         *CURRENT SURVEY CONTROL
 CG0519  ___________________________________________________________________
 CG0519* NAD 83(1992)-  31 34 48.04102(N)    111 19 02.50792(W)     ADJUSTED  
 CG0519* NAVD 88     -      1133.55   (+/-2cm)    3719.0    (feet)  VERTCON   
 CG0519  ___________________________________________________________________
 CG0519  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CG0519  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0519  HORZ ORDER  -  FIRST
 CG0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0519
 CG0519.The horizontal coordinates were established by classical geodetic methods
 CG0519.and adjusted by the National Geodetic Survey in August 1993.
 CG0519
 CG0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0519.The vertical order pertains to the NGVD 29 superseded value.
 CG0519
 CG0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0519
 CG0519.The geoid height was determined by GEOID03.
 CG0519
 CG0519;                    North         East     Units Scale Factor Converg.
 CG0519;SPC AZ C     -    64,457.816   270,241.453   MT  0.99993989   +0 18 49.9
 CG0519;SPC AZ C     -   211,475.77    886,618.94   iFT  0.99993989   +0 18 49.9
 CG0519;UTM  12      - 3,493,928.339   469,887.433   MT  0.99961118   -0 09 58.3
 CG0519
 CG0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0519!SPC AZ C     -   0.99982673  x   0.99993989  =   0.99976663
 CG0519!UTM  12      -   0.99982673  x   0.99961118  =   0.99943798
 CG0519
 CG0519|---------------------------------------------------------------------|
 CG0519| PID    Reference Object                     Distance      Geod. Az  |
 CG0519|                                                           dddmmss.s |
 CG0519| CG0520 ARIVACA RM 1                         19.303 METERS 00937     |
 CG0519| CG1096 ARIVACA WATER TANK APEX             APPROX. 0.7 KM 2175915.5 |
 CG0519| CG0521 ARIVACA RM 2                         21.185 METERS 28102     |
 CG0519| CG0523 ARIVACA RM 3 AZIMUTH                               3485917.3 |
 CG0519|---------------------------------------------------------------------|
 CG0519
 CG0519                          SUPERSEDED SURVEY CONTROL
 CG0519
 CG0519  NAD 83(1986)-  31 34 48.03059(N)    111 19 02.50604(W) AD(       ) 1
 CG0519  NAD 27      -  31 34 47.70800(N)    111 19 00.15400(W) AD(       ) 1
 CG0519  NGVD 29 (??/??/92) 1132.720  (m)         3716.27   (f) ADJ UNCH    2 0
 CG0519
 CG0519.Superseded values are not recommended for survey control.
 CG0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0519.See file dsdata.txt to determine how the superseded data were derived.
 CG0519
 CG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV6988793928(NAD 83)
 CG0519_MARKER: DS = TRIANGULATION STATION DISK
 CG0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0519_STAMPING: ARIVACA 1935
 CG0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0519+STABILITY: SURFACE MOTION
 CG0519
 CG0519  HISTORY     - Date     Condition        Report By
 CG0519  HISTORY     - 1935     MONUMENTED       CGS
 CG0519  HISTORY     - 1951     GOOD             CGS
 CG0519  HISTORY     - 1951     GOOD             NGS
 CG0519  HISTORY     - 20010331 GOOD             NGS
 CG0519
 CG0519                          STATION DESCRIPTION
 CG0519
 CG0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0519'ALONG THE ARIVACA-KINSLEY ROAD, ON THE FIRST RISE AFTER LEAVING
 CG0519'ARIVACA.  TO REACH FROM THE POST OFFICE IN ARIVACA, TAKE THE
 CG0519'KINSLEY-TUCSON ROAD FOR 0.8 MILE, TURN LEFT ON THE MAIN TRAVELED
 CG0519'ROAD AND GO 0.2 MILE TO TOP OF RISE AND STATION.  STATION IS ABOUT
 CG0519'10 FEET OFF THE EAST SIDE OF ROAD.  MARKED BY A STANDARD BRONZE
 CG0519'DISK. REFERENCE MARK NO. 1, A STANDARD
 CG0519'BRONZE REFERENCE DISK, IS 19.303 METERS (63.33 FEET)
 CG0519'FROM STATION N 8 DEG 37 MIN E. REFERENCE MARK NO. 2,
 CG0519'A STANDARD BRONZE REFERENCE DISK, IS 21.185 METERS
 CG0519'(69.50 FEET) FROM STATION N 78 DEG 58 MIN W.
 CG0519'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ABOUT 15
 CG0519'FEET OFF THE WEST SIDE OF ROAD AND ONE-FOURTH MILE FROM
 CG0519'STATION N 11 DEG 02 MIN W.
 CG0519
 CG0519                          STATION RECOVERY (1951)
 CG0519
 CG0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CG0519'STATION, REFERENCE, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 CG0519'WITNESS POST PLACED AT AZIMUTH MARK AND R.M. 2.  DESCRIPTION
 CG0519'FOLLOWS--
 CG0519'
 CG0519'ALONG THE ARIVACA-KINSLEY ROAD, 1 MILE NE OF THE ARIVACA POST
 CG0519'OFFICE AND SCHOOL ON THE FIRST RISE AFTER LEAVING ARIVACA.
 CG0519'
 CG0519'TO REACH FROM THE POST OFFICE OR SCHOOL IN ARIVACA, FOLLOW THE
 CG0519'ARIVACA-KINSLEY ROAD FOR 0.8 MILE E TO A T-JUNCTION AND THENCE
 CG0519'0.2 MILE N TO THE TOP OF A RISE AND THE STATION.
 CG0519'
 CG0519'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA
 CG0519'1935.  IT IS 69.5 FEET E ACROSS THE ROAD FROM R.M. 2, 63.3 FEET
 CG0519'S OF R.M. 1, 30 FEET E OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CG0519'LEVEL WITH THE ROAD.
 CG0519'
 CG0519'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA
 CG0519'NO 1 1935.  IT IS 92.8 FEET NE ACROSS THE ROAD FROM R.M. 2,
 CG0519'29-1/2 FEET E OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 CG0519'WITH THE ROAD.
 CG0519'
 CG0519'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA NO 2
 CG0519'1935.  IT IS 42-1/2 FEET W OF THE CENTER LINE OF THE ROAD, 1.3
 CG0519'FEET S OF THE WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 CG0519'
 CG0519'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0519'PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS STAMPED ARIVACA
 CG0519'NO 3 1935.  IT IS 0.4 MILE N OF THE STATION, 34-1/2 FEET W OF
 CG0519'THE CENTER LINE OF THE ROAD, 1.7 FEET N OF THE WITNESS POST, AND
 CG0519'ABOUT LEVEL WITH THE ROAD.
 CG0519'
 CG0519'WITNESS POSTS MADE OF 4- BY 4-INCH POSTS PAINTED WHITE WITH THE
 CG0519'LETTERS USBM STENCILED ON THEM AND PROJECTING 18 INCHES ABOVE
 CG0519'THE GROUND, WERE PLACED 1.7 FEET S OF THE AZIMUTH MARK AND 1.3
 CG0519'FEET N OF R.M. 2.
 CG0519'
 CG0519'DISTANCES BETWEEN REFERENCE MARKS WERE MEASURED TO THE TENTH
 CG0519'OF A FOOT, DIRECTIONS WERE NOT CHECKED.
 CG0519
 CG0519                          STATION RECOVERY (1951)
 CG0519
 CG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CG0519'1 MI E FROM ARIVACA.
 CG0519'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0519'THENCE 0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, AT THE TOP OF A
 CG0519'RIDGE WHERE THE ROAD MAKES A SHARP CLIMB TO THE NORTH, AT THE WEST
 CG0519'EDGE OF A PILE OF ROCKS, 69.5 FEET EAST ACROSS THE ROAD FROM R. M. NO.
 CG0519'2, 63.3 FEET SOUTH OF R. M. NO. 1, 30 FEET EAST OF THE CENTER LINE OF
 CG0519'THE ROAD, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0519'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0519
 CG0519                          STATION RECOVERY (2001)
 CG0519
 CG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0519'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0520 ***********************************************************************
 CG0520  DESIGNATION -  ARIVACA RM 1
 CG0520  PID         -  CG0520
 CG0520  STATE/COUNTY-  AZ/PIMA
 CG0520  USGS QUAD   -  ARIVACA (1979)
 CG0520
 CG0520                         *CURRENT SURVEY CONTROL
 CG0520  ___________________________________________________________________
 CG0520* NAD 83(1986)-  31 34 47.     (N)    111 19 02.     (W)     SCALED    
 CG0520* NAVD 88     -      1133.78   (+/-2cm)    3719.7    (feet)  VERTCON   
 CG0520  ___________________________________________________________________
 CG0520  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0520
 CG0520.The horizontal coordinates were scaled from a topographic map and have
 CG0520.an estimated accuracy of +/- 6 seconds.
 CG0520
 CG0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0520.The vertical order pertains to the NGVD 29 superseded value.
 CG0520
 CG0520.The geoid height was determined by GEOID03.
 CG0520
 CG0520;                    North         East    Units  Estimated Accuracy
 CG0520;SPC AZ C     -    64,430.      270,260.      MT  (+/- 180 meters Scaled)
 CG0520
 CG0520                          SUPERSEDED SURVEY CONTROL
 CG0520
 CG0520  NGVD 29 (??/??/92) 1132.952  (m)         3717.03   (f) ADJ UNCH    2 0
 CG0520
 CG0520.Superseded values are not recommended for survey control.
 CG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0520.See file dsdata.txt to determine how the superseded data were derived.
 CG0520
 CG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV699938(NAD 83)
 CG0520_MARKER: DR = REFERENCE MARK DISK
 CG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0520_STAMPING: ARIVACA NO. 1 1935
 CG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0520+STABILITY: SURFACE MOTION
 CG0520
 CG0520  HISTORY     - Date     Condition        Report By
 CG0520  HISTORY     - 1935     MONUMENTED       CGS
 CG0520  HISTORY     - 1951     GOOD             NGS
 CG0520
 CG0520                          STATION DESCRIPTION
 CG0520
 CG0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0520'1 MI NE FROM ARIVACA.
 CG0520'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0520'THENCE 0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, AT THE TOP OF A
 CG0520'RIDGE AND WHERE THE ROAD MAKES A SHARP CLIMB TO THE NORTH, 92.8 FEET
 CG0520'NORTHEAST ACROSS THE ROAD FROM R M NO. 2, 63.3 FEET NORTH OF THE
 CG0520'STATION ARIVACA, 29 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 CG0520'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0520'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0521 ***********************************************************************
 CG0521  DESIGNATION -  ARIVACA RM 2
 CG0521  PID         -  CG0521
 CG0521  STATE/COUNTY-  AZ/PIMA
 CG0521  USGS QUAD   -  ARIVACA (1979)
 CG0521
 CG0521                         *CURRENT SURVEY CONTROL
 CG0521  ___________________________________________________________________
 CG0521* NAD 83(1986)-  31 34 47.     (N)    111 19 02.     (W)     SCALED    
 CG0521* NAVD 88     -      1133.32   (+/-2cm)    3718.2    (feet)  VERTCON   
 CG0521  ___________________________________________________________________
 CG0521  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0521
 CG0521.The horizontal coordinates were scaled from a topographic map and have
 CG0521.an estimated accuracy of +/- 6 seconds.
 CG0521
 CG0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0521.The vertical order pertains to the NGVD 29 superseded value.
 CG0521
 CG0521.The geoid height was determined by GEOID03.
 CG0521
 CG0521;                    North         East    Units  Estimated Accuracy
 CG0521;SPC AZ C     -    64,430.      270,260.      MT  (+/- 180 meters Scaled)
 CG0521
 CG0521                          SUPERSEDED SURVEY CONTROL
 CG0521
 CG0521  NGVD 29 (??/??/92) 1132.494  (m)         3715.52   (f) ADJ UNCH    2 0
 CG0521
 CG0521.Superseded values are not recommended for survey control.
 CG0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0521.See file dsdata.txt to determine how the superseded data were derived.
 CG0521
 CG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV699938(NAD 83)
 CG0521_MARKER: DR = REFERENCE MARK DISK
 CG0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0521_STAMPING: ARIVACA NO 2 1935
 CG0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0521+STABILITY: SURFACE MOTION
 CG0521
 CG0521  HISTORY     - Date     Condition        Report By
 CG0521  HISTORY     - 1935     MONUMENTED       CGS
 CG0521  HISTORY     - 1951     GOOD             NGS
 CG0521  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0521
 CG0521                          STATION DESCRIPTION
 CG0521
 CG0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0521'1 MI E FROM ARIVACA.
 CG0521'1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA, THENCE
 CG0521'0.9 MILE EAST AND NORTH ALONG THE MAIN ROAD, AT THE TOP OF A RIDGE
 CG0521'WHERE THE ROAD MAKES A SHARP CLIMB TO THE NORTH AND ON THE WEST SIDE
 CG0521'OF THE RIDGE, 69.5 FEET WEST ACROSS THE ROAD FROM THE STATION ARIVACA,
 CG0521'42 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.3 FEET SOUTH OF THE
 CG0521'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 CG0521'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0521
 CG0521                          STATION RECOVERY (2001)
 CG0521
 CG0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0523 ***********************************************************************
 CG0523  DESIGNATION -  ARIVACA RM 3 AZIMUTH
 CG0523  PID         -  CG0523
 CG0523  STATE/COUNTY-  AZ/PIMA
 CG0523  USGS QUAD   -  ARIVACA (1979)
 CG0523
 CG0523                         *CURRENT SURVEY CONTROL
 CG0523  ___________________________________________________________________
 CG0523* NAD 83(1986)-  31 35 00.     (N)    111 19 06.     (W)     SCALED    
 CG0523* NAVD 88     -      1138.13   (+/-2cm)    3734.0    (feet)  VERTCON   
 CG0523  ___________________________________________________________________
 CG0523  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CG0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0523
 CG0523.The horizontal coordinates were scaled from a topographic map and have
 CG0523.an estimated accuracy of +/- 6 seconds.
 CG0523
 CG0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0523.The vertical order pertains to the NGVD 29 superseded value.
 CG0523
 CG0523.The geoid height was determined by GEOID03.
 CG0523
 CG0523;                    North         East    Units  Estimated Accuracy
 CG0523;SPC AZ C     -    64,830.      270,150.      MT  (+/- 180 meters Scaled)
 CG0523
 CG0523                          SUPERSEDED SURVEY CONTROL
 CG0523
 CG0523  NGVD 29 (??/??/92) 1137.301  (m)         3731.30   (f) ADJ UNCH    2 0
 CG0523
 CG0523.Superseded values are not recommended for survey control.
 CG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0523.See file dsdata.txt to determine how the superseded data were derived.
 CG0523
 CG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV697942(NAD 83)
 CG0523_MARKER: DR = REFERENCE MARK DISK
 CG0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0523_STAMPING: ARIVACA NO 3 1935
 CG0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0523+STABILITY: SURFACE MOTION
 CG0523
 CG0523  HISTORY     - Date     Condition        Report By
 CG0523  HISTORY     - 1935     MONUMENTED       CGS
 CG0523  HISTORY     - 1951     GOOD             NGS
 CG0523  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0523
 CG0523                          STATION DESCRIPTION
 CG0523
 CG0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0523'1.4 MI NE FROM ARIVACA.
 CG0523'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0523'THENCE 1.3 MILES EAST AND NORTH ALONG THE MAIN ROAD, 0.4 MILE NORTH OF
 CG0523'STATION ARIVACA, 34 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7
 CG0523'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CG0523'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0523
 CG0523                          STATION RECOVERY (2001)
 CG0523
 CG0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0523'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0026 ***********************************************************************
 EU0026  DESIGNATION -  ARIZ 97
 EU0026  PID         -  EU0026
 EU0026  STATE/COUNTY-  AZ/MOHAVE
 EU0026  USGS QUAD   -  TOPOCK (1970)
 EU0026
 EU0026                         *CURRENT SURVEY CONTROL
 EU0026  ___________________________________________________________________
 EU0026* NAD 83(1992)-  34 43 09.55251(N)    114 28 10.29084(W)     ADJUSTED  
 EU0026* NAVD 88     -       188.37   (+/-2cm)     618.0    (feet)  VERTCON   
 EU0026  ___________________________________________________________________
 EU0026  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EU0026  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0026  HORZ ORDER  -  SECOND
 EU0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0026
 EU0026.The horizontal coordinates were established by classical geodetic methods
 EU0026.and adjusted by the National Geodetic Survey in August 1993.
 EU0026
 EU0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0026.The vertical order pertains to the NGVD 29 superseded value.
 EU0026
 EU0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0026
 EU0026.The geoid height was determined by GEOID03.
 EU0026
 EU0026;                    North         East     Units Scale Factor Converg.
 EU0026;SPC AZ W     -   412,688.713   147,456.136   MT  0.99998685   -0 24 35.4
 EU0026;SPC AZ W     - 1,353,965.59    483,779.97   iFT  0.99998685   -0 24 35.4
 EU0026;SPC CA 5     -   640,930.915 2,323,295.619   MT  0.99992228   +2 00 44.7
 EU0026;SPC CA 5     - 2,102,787.51  7,622,345.71   sFT  0.99992228   +2 00 44.7
 EU0026;UTM  11      - 3,844,833.015   731,722.398   MT  1.00026186   +1 26 30.8
 EU0026
 EU0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0026!SPC AZ W     -   0.99997523  x   0.99998685  =   0.99996208
 EU0026!SPC CA 5     -   0.99997523  x   0.99992228  =   0.99989752
 EU0026!UTM  11      -   0.99997523  x   1.00026186  =   1.00023709
 EU0026
 EU0026|---------------------------------------------------------------------|
 EU0026| PID    Reference Object                     Distance      Geod. Az  |
 EU0026|                                                           dddmmss.s |
 EU0026| EU0027 ARIZ 97 RM 1                         15.002 METERS 02401     |
 EU0026| CC5054 ARIZ 97 AZ MK                                      0273858.2 |
 EU0026| EU0931 TOPOCK EL PASO NATL GAS CO TK       APPROX. 3.3 KM 0690139.1 |
 EU0026| EU0025 ARIZ 97 RM 2                          8.844 METERS 30136     |
 EU0026|---------------------------------------------------------------------|
 EU0026
 EU0026                          SUPERSEDED SURVEY CONTROL
 EU0026
 EU0026  NAD 83(1986)-  34 43 09.55816(N)    114 28 10.29855(W) AD(       ) 2
 EU0026  NAD 27      -  34 43 09.52980(N)    114 28 07.43936(W) AD(       ) 2
 EU0026  NGVD 29 (??/??/??)  187.718  (m)          615.87   (f) ADJUSTED    2 0
 EU0026
 EU0026.Superseded values are not recommended for survey control.
 EU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0026.See file dsdata.txt to determine how the superseded data were derived.
 EU0026
 EU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3172244833(NAD 83)
 EU0026_MARKER: P = PIPE CAP
 EU0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0026+STABILITY: SURFACE MOTION
 EU0026
 EU0026  HISTORY     - Date     Condition        Report By
 EU0026  HISTORY     - 1961     MONUMENTED       CGS
 EU0026  HISTORY     - 1961     GOOD             NGS
 EU0026  HISTORY     - 1964     GOOD             CGS
 EU0026  HISTORY     - 1971     GOOD             USGS
 EU0026
 EU0026                          STATION DESCRIPTION
 EU0026
 EU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0026'THE STATION IS LOCATED ABOUT 1-1/4 MILES EAST OF THE COLORADO
 EU0026'RIVER, 1 MILE EAST OF TOPOCK, 0.1 MILE NORTH OF U.S. HIGHWAY 66,
 EU0026'200 YARDS SOUTH OF A POWERLINE AND PIPE LINE ON A SMALL ROCKY
 EU0026'KNOLL.
 EU0026'
 EU0026'TO REACH THE STATION FROM THE FORKS JUST EAST OF THE BRIDGE
 EU0026'IN TOPOCK, GO EAST ON U.S. HIGHWAY 66 FOR 0.25 MILE TO A SIDE
 EU0026'ROAD LEFT, TURN LEFT, GO NORTH AND EAST ON DIRT ROAD FOR
 EU0026'1.05 MILES TO POWER LINE AND PIPE LINE AND THE AZIMUTH MARK
 EU0026'ON THE LEFT.  (EL PASO NATURAL GAS COMPANY PUMPING STATION ABOUT
 EU0026'100 YARDS TO THE NORTHEAST) TURN RIGHT, GO SOUTHERLY ALONG
 EU0026'POWER POLE AND PIPE LINES FOR 0.3 MILE TO THE STATION ON TOP
 EU0026'OF A SMALL ROCKY KNOLL ON THE LEFT.
 EU0026'
 EU0026'STATION MARK IS A 1-1/4 INCH PIPE WITH A CAP ON TOP AND STAMPED
 EU0026'ARIZ 97.  THE PIPE IS SET IN A SMALL PYRAMID OF ROCKS CEMENTED
 EU0026'TOGETHER AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 EU0026'
 EU0026'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 EU0026'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 EU0026'STAMPED ARIZ 97 NO 1 961.  THE MARK IS 45.4 FEET NORTH-NORTHEAST
 EU0026'OF A WITNESS POST.
 EU0026'
 EU0026'REFERENCE MARK NO. 2, A STANDARD REFERENCE DISK SET IN A
 EU0026'DRILL HOLE IN TOP OF A LARGE BOULDER AND IS STAMPED ARIZ
 EU0026'97 NO 2 1961.  THE MARK IS 24.3 FEET WEST-NORTHWEST OF A WITNESS
 EU0026'POST.
 EU0026'
 EU0026'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 EU0026'TOP OF A LARGE FLAT ROCK AND IS STAMPED ARIZ 97 1961.  THE
 EU0026'MARK IS 160 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 EU0026'THE MAIN PART OF A LARGE RED BRICK BUILDING, 31 FEET
 EU0026'EAST-SOUTHEAST OF THE CENTER OF TRACK ROAD, 10 FEET WEST-SOUTHWEST
 EU0026'OF A POWER POLE AND 4.5 FEET WEST OF A WITNESS POST.
 EU0026'
 EU0026'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 53.72 FEET OR 16.373
 EU0026'METERS.
 EU0026'
 EU0026'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 EU0026
 EU0026                          STATION RECOVERY (1961)
 EU0026
 EU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0026'2.2 MI NE FROM TOPOCK.
 EU0026'ABOUT 0.25 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0026'THE BRIDGE OVER THE COLORADO RIVER AT TOPOCK, TO A SIDE ROAD
 EU0026'NORTH, THENCE 1.0 MILE NORTH AND NORTHEAST ALONG THE MAIN
 EU0026'TRAVELED ROAD TO THE TOP OF THE GRADE AT THE EL PASO PIPELINE
 EU0026'COMPANY BUILDING, THENCE 0.5 MILE SOUTHWEST ALONG A SAND ROAD AND
 EU0026'POWER LINE, THENCE 0.05 MILE TO THE TOP OF A HIGH KNOLL, 245
 EU0026'FEET SOUTH OF THE CENTER OF THE SAND ROAD, 224 FEET SOUTH OF
 EU0026'THE FIRST POWER POLE WEST OF A WIRE BRACED POWER POLE, 137 FEET
 EU0026'NORTH OF U.S. HIGHWAY 66 RIGHT-OF-WAY FENCE, 4.9 FEET SOUTH OF
 EU0026'A METAL WITNESS POST, AND THE MARK IS SET IN THE TOP OF A
 EU0026'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.
 EU0026
 EU0026                          STATION RECOVERY (1964)
 EU0026
 EU0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0026'RECOVERED AS DESCRIBED BY C.A. ANNIS IN 1961.  DISTANCES
 EU0026'AND DIRECTIONS TO ALL MARKS CHECKED.  THE 1961 ROUTE TO THE
 EU0026'STATION IS ADEQUATE.
 EU0026
 EU0026                          STATION RECOVERY (1971)
 EU0026
 EU0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WBJ)
 EU0026'TO REACH FROM THE CENTER OF THE HWY BRIDGE CROSSING THE COLORADO
 EU0026'RIVER AT TOPOCK. ARIZONA.  THE STATION IS ON THE ROCKY TOP
 EU0026'OF THE NORTH SIDE OF A CUT IN THE HIGHWAY.  ABOUT 1.0 MILES
 EU0026'EAST ALONG HWY FROM THE BRIDGE CENTER, DIVIDED HWY AT THIS
 EU0026'POINT.  THENCE USING WEST BOUND LANE FOR 0.2 MILES TO TRACK
 EU0026'ROAD LEADING NORTH FROM THE WEST BOUND LANE, THENCE ALONG
 EU0026'TRACK ROAD A 0.1 MILE TO GAS LINE, THENCE ALONG GAS LINE ABOUT
 EU0026'0.2 MILES TO TOP OF RIDGE.  STATION IS SOUTH ON TOP OF ROCKY
 EU0026'TOP ABOUT 400 FEET.  STATION MARK IS CEMENTED IN PYRAMID
 EU0026'OF ROCKS.  PIPE WITH CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0027 ***********************************************************************
 EU0027  DESIGNATION -  ARIZ 97 RM 1
 EU0027  PID         -  EU0027
 EU0027  STATE/COUNTY-  AZ/MOHAVE
 EU0027  USGS QUAD   -  TOPOCK (1970)
 EU0027
 EU0027                         *CURRENT SURVEY CONTROL
 EU0027  ___________________________________________________________________
 EU0027* NAD 83(1986)-  34 43 09.     (N)    114 28 10.     (W)     SCALED    
 EU0027* NAVD 88     -       187.81   (+/-2cm)     616.2    (feet)  VERTCON   
 EU0027  ___________________________________________________________________
 EU0027  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0027
 EU0027.The horizontal coordinates were scaled from a topographic map and have
 EU0027.an estimated accuracy of +/- 6 seconds.
 EU0027
 EU0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0027.The vertical order pertains to the NGVD 29 superseded value.
 EU0027
 EU0027.The geoid height was determined by GEOID03.
 EU0027
 EU0027;                    North         East    Units  Estimated Accuracy
 EU0027;SPC AZ W     -   412,670.      147,460.      MT  (+/- 180 meters Scaled)
 EU0027
 EU0027                          SUPERSEDED SURVEY CONTROL
 EU0027
 EU0027  NGVD 29 (??/??/??)  187.160  (m)          614.04   (f) ADJUSTED    2 0
 EU0027
 EU0027.Superseded values are not recommended for survey control.
 EU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0027.See file dsdata.txt to determine how the superseded data were derived.
 EU0027
 EU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU317448(NAD 83)
 EU0027_MARKER: DR = REFERENCE MARK DISK
 EU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0027_STAMPING: ARIZ 97 NO 1 1961
 EU0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0027+STABILITY: SURFACE MOTION
 EU0027
 EU0027  HISTORY     - Date     Condition        Report By
 EU0027  HISTORY     - 1961     MONUMENTED       CGS
 EU0027
 EU0027                          STATION DESCRIPTION
 EU0027
 EU0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0027'2.2 MI NE FROM TOPOCK.
 EU0027'ABOUT 0.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0027'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0027'TO A SIDE ROAD NORTH, THENCE 1.0 MILES NORTH AND NORTHEAST ALONG
 EU0027'THE MAIN TRAVELED ROAD TO THE TOP OF THE GRADE AT THE EL PASO
 EU0027'PIPELINE COMPANY BUILDING, THENCE 0.5 MILES SOUTHWEST ALONG A
 EU0027'SAND ROAD AND POWER LINE, THENCE 0.05 MILES TO THE TOP OF A HIGH
 EU0027'KNOLL, 202 FEET SOUTH OF THE CENTER OF THE SAND ROAD, 181 FEET
 EU0027'SOUTH OF THE FIRST POWER POLE WEST OF A WIRE BRACED POWER POLE,
 EU0027'180 FEET NORTH OF U.S. HIGHWAY 66 R.O.W. FENCE, 49.3 FEET
 EU0027'NORTHEAST OF TRIANGULATION STATION ARIZ. 97, 46 FEET NORTHEAST
 EU0027'OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 EU0027'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0025 ***********************************************************************
 EU0025  DESIGNATION -  ARIZ 97 RM 2
 EU0025  PID         -  EU0025
 EU0025  STATE/COUNTY-  AZ/MOHAVE
 EU0025  USGS QUAD   -  TOPOCK (1970)
 EU0025
 EU0025                         *CURRENT SURVEY CONTROL
 EU0025  ___________________________________________________________________
 EU0025* NAD 83(1986)-  34 43 09.     (N)    114 28 10.     (W)     SCALED    
 EU0025* NAVD 88     -       187.92   (+/-2cm)     616.5    (feet)  VERTCON   
 EU0025  ___________________________________________________________________
 EU0025  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0025
 EU0025.The horizontal coordinates were scaled from a topographic map and have
 EU0025.an estimated accuracy of +/- 6 seconds.
 EU0025
 EU0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0025.The vertical order pertains to the NGVD 29 superseded value.
 EU0025
 EU0025.The geoid height was determined by GEOID03.
 EU0025
 EU0025;                    North         East    Units  Estimated Accuracy
 EU0025;SPC AZ W     -   412,670.      147,460.      MT  (+/- 180 meters Scaled)
 EU0025
 EU0025                          SUPERSEDED SURVEY CONTROL
 EU0025
 EU0025  NGVD 29 (??/??/??)  187.269  (m)          614.40   (f) ADJUSTED    2 0
 EU0025
 EU0025.Superseded values are not recommended for survey control.
 EU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0025.See file dsdata.txt to determine how the superseded data were derived.
 EU0025
 EU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU317448(NAD 83)
 EU0025_MARKER: DR = REFERENCE MARK DISK
 EU0025_SETTING: 80 = SET IN A BOULDER
 EU0025_SP_SET: BOULDER
 EU0025_STAMPING: ARIZ 97 NO 2 1961
 EU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0025+STABILITY: SURFACE MOTION
 EU0025
 EU0025  HISTORY     - Date     Condition        Report By
 EU0025  HISTORY     - 1961     MONUMENTED       CGS
 EU0025
 EU0025                          STATION DESCRIPTION
 EU0025
 EU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0025'2.2 MI NE FROM TOPOCK.
 EU0025'ABOUT 0.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0025'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0025'TO A SIDE ROAD NORTH, THENCE 1.0 MILES NORTH AND NORTHEAST ALONG
 EU0025'THE MAIN TRAVELED ROAD TO THE TOP OF THE GRADE AT THE EL PASO
 EU0025'PIPELINE COMPANY BUILDING, THENCE 0.5 MILES SOUTHWEST ALONG A
 EU0025'SAND ROAD AND POWER LINE, THENCE 0.05 MILES TO THE TOP OF A HIGH
 EU0025'KNOLL, SET IN THE TOP OF A 2 FOOT BY 2 FOOT BOULDER, 230 FEET
 EU0025'SOUTH OF THE CENTER OF THE SAND ROAD, 209 FEET SOUTH OF THE
 EU0025'FIRST POWER POLE WEST OF A WIRE BRACED POWER POLE, 154 FEET NORTH
 EU0025'OF U.S. HIGHWAY 66 R.O.W. FENCE, 29.1 FEET NORTHWEST OF
 EU0025'TRIANGULATION STATION ARIZ. 97, 25.3 FEET NORTHWEST OF A METAL
 EU0025'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2402 ***********************************************************************
 CZ2402  DESIGNATION -  ARIZOLA
 CZ2402  PID         -  CZ2402
 CZ2402  STATE/COUNTY-  AZ/PINAL
 CZ2402  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2402
 CZ2402                         *CURRENT SURVEY CONTROL
 CZ2402  ___________________________________________________________________
 CZ2402* NAD 83(1992)-  32 49 11.61929(N)    111 42 47.48607(W)     ADJUSTED  
 CZ2402* NAVD 88     -       701.6    (meters)    2302.     (feet)  VERTCON   
 CZ2402  ___________________________________________________________________
 CZ2402  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ2402  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2402  HORZ ORDER  -  THIRD
 CZ2402
 CZ2402.The horizontal coordinates were established by classical geodetic methods
 CZ2402.and adjusted by the National Geodetic Survey in August 1993.
 CZ2402
 CZ2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2402
 CZ2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2402
 CZ2402.The geoid height was determined by GEOID03.
 CZ2402
 CZ2402;                    North         East     Units Scale Factor Converg.
 CZ2402;SPC AZ C     -   201,797.633   232,412.147   MT  0.99990447   +0 06 37.0
 CZ2402;SPC AZ C     -   662,065.73    762,507.04   iFT  0.99990447   +0 06 37.0
 CZ2402;UTM  12      - 3,631,545.895   433,240.960   MT  0.99965495   -0 23 11.6
 CZ2402
 CZ2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2402!SPC AZ C     -   0.99989459  x   0.99990447  =   0.99979907
 CZ2402!UTM  12      -   0.99989459  x   0.99965495  =   0.99954958
 CZ2402
 CZ2402                          SUPERSEDED SURVEY CONTROL
 CZ2402
 CZ2402  NAD 83(1986)-  32 49 11.61278(N)    111 42 47.47980(W) AD(       ) 3
 CZ2402  NGVD 29 (04/26/91)  701.0    (m)         2300.     (f) VERT ANG    3  
 CZ2402
 CZ2402.Superseded values are not recommended for survey control.
 CZ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2402.See file dsdata.txt to determine how the superseded data were derived.
 CZ2402
 CZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3324131546(NAD 83)
 CZ2402_MARKER: DD = SURVEY DISK
 CZ2402_SETTING: 80 = SET IN A BOULDER
 CZ2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2402+STABILITY: SURFACE MOTION
 CZ2402
 CZ2402  HISTORY     - Date     Condition        Report By
 CZ2402  HISTORY     - 1921     MONUMENTED       USGS
 CZ2402
 CZ2402                          STATION DESCRIPTION
 CZ2402
 CZ2402'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2402'LOCATED 5 MI ESE. OF CASA GRANDE ON SOUTHERN PACIFIC RR.  ON MOST
 CZ2402'NORTHERLY HIGH POINT OF ARIZOLA RANGE.
 CZ2402'
 CZ2402'TO REACH NOT GIVEN.
 CZ2402'
 CZ2402'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 CZ2402'UNDER CENTER OF ROCK CAIRN ABOUT 7-1/2 FT HIGH.
 CZ2402'
 CZ2402'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0591 ***********************************************************************
 GR0591  DESIGNATION -  ARIZONA BASE
 GR0591  PID         -  GR0591
 GR0591  STATE/COUNTY-  AZ/MOHAVE
 GR0591  USGS QUAD   -  HOOVER DAM (1997)
 GR0591
 GR0591                         *CURRENT SURVEY CONTROL
 GR0591  ___________________________________________________________________
 GR0591* NAD 83(1992)-  36 00 53.92566(N)    114 44 12.91489(W)     ADJUSTED  
 GR0591* NAVD 88     -       376.416  (meters)    1234.96   (feet)  ADJUSTED  
 GR0591  ___________________________________________________________________
 GR0591  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GR0591  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0591  DYNAMIC HT  -         376.047 (meters)    1233.75  (feet)  COMP
 GR0591  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 GR0591
 GR0591  HORZ ORDER  -  SECOND
 GR0591  VERT ORDER  -  FIRST     CLASS I
 GR0591
 GR0591.The horizontal coordinates were established by classical geodetic methods
 GR0591.and adjusted by the National Geodetic Survey in August 1993.
 GR0591
 GR0591.The orthometric height was determined by differential leveling
 GR0591.and adjusted in June 1991.
 GR0591
 GR0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0591
 GR0591.The geoid height was determined by GEOID03.
 GR0591
 GR0591.The dynamic height is computed by dividing the NAVD 88
 GR0591.geopotential number by the normal gravity value computed on the
 GR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0591.degrees latitude (g = 980.6199 gals.).
 GR0591
 GR0591.The modeled gravity was interpolated from observed gravity values.
 GR0591
 GR0591;                    North         East     Units Scale Factor Converg.
 GR0591;SPC AZ W     -   556,643.907   124,396.973   MT  1.00003082   -0 34 49.2
 GR0591;SPC AZ W     - 1,826,259.54    408,126.55   iFT  1.00003082   -0 34 49.2
 GR0591;SPC NV E     - 8,140,663.774   276,294.474   MT  0.99997170   +0 29 51.8
 GR0591;SPC NV E     -26,708,161.07    906,476.12   sFT  0.99997170   +0 29 51.8
 GR0591;UTM  11      - 3,987,978.880   703,943.872   MT  1.00011253   +1 19 52.1
 GR0591
 GR0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0591!SPC AZ W     -   0.99994536  x   1.00003082  =   0.99997618
 GR0591!SPC NV E     -   0.99994536  x   0.99997170  =   0.99991706
 GR0591!UTM  11      -   0.99994536  x   1.00011253  =   1.00005788
 GR0591
 GR0591|---------------------------------------------------------------------|
 GR0591| PID    Reference Object                     Distance      Geod. Az  |
 GR0591|                                                           dddmmss.s |
 GR0591| GR1856 A III                               217.289 METERS 22217     |
 GR0591| GR1853 N III                               458.643 METERS 2534655.7 |
 GR0591| GR1854 NEVADA BASE                         245.480 METERS 31422     |
 GR0591|---------------------------------------------------------------------|
 GR0591
 GR0591                          SUPERSEDED SURVEY CONTROL
 GR0591
 GR0591  NAD 83(1986)-  36 00 53.91392(N)    114 44 12.90418(W) AD(       ) 2
 GR0591  NAD 27      -  36 00 53.98200(N)    114 44 09.96700(W) AD(       ) 2
 GR0591  NGVD 29 (??/??/92)  375.701  (m)         1232.61   (f) ADJ UNCH    1 1
 GR0591
 GR0591.Superseded values are not recommended for survey control.
 GR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0591.See file dsdata.txt to determine how the superseded data were derived.
 GR0591
 GR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0394487979(NAD 83)
 GR0591_MARKER: DS = TRIANGULATION STATION DISK
 GR0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0591_SP_SET: FLOOR
 GR0591_STAMPING: ARIZONA BASE 1935
 GR0591_MARK LOGO: CGS   
 GR0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0591+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GR0591
 GR0591  HISTORY     - Date     Condition        Report By
 GR0591  HISTORY     - 1935     MONUMENTED       BOR
 GR0591  HISTORY     - 1950     GOOD             NGS
 GR0591  HISTORY     - 1963     GOOD             NGS
 GR0591  HISTORY     - 1981     GOOD             NGS
 GR0591  HISTORY     - 1990     GOOD             USPSQD
 GR0591  HISTORY     - 1990     GOOD             USPSQD
 GR0591  HISTORY     - 20010411 GOOD             USPSQD
 GR0591  HISTORY     - 20040601 GOOD             GEOCAC
 GR0591  HISTORY     - 20060404 GOOD             USPSQD
 GR0591
 GR0591                          STATION DESCRIPTION
 GR0591
 GR0591'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR0591'STATION IS A STANDARD USC AND GS DISK MARKED ARIZONA BASE
 GR0591'1935 AND SET FLUSH WITH THE SIDEWALK.  THE STATION IS LOCATED
 GR0591'ON THE DOWNSTREAM SIDEWALK OF HOOVER DAM APPROXIMATELY 100
 GR0591'FEET TOWARD NEVADA FROM THE ARIZONA END OF THE DAM.
 GR0591
 GR0591                          STATION RECOVERY (1950)
 GR0591
 GR0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0591'IN HOOVER DAM.
 GR0591'ON TOP OF HOOVER DAM, ABOUT 55 YARDS NORTH OF THE SOUTHEAST (ARIZONA)
 GR0591'END, 46.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ARIZONA REST ROOM
 GR0591'TOWER, NEAR THE CENTER OF THE WEST (DOWNSTREAM) SIDE OF BLOCK C, IN
 GR0591'THE TOP OF THE CONCRETE FLOOR OF AN OBSERVATION NICHE, 2.2 FEET NORTH
 GR0591'OF THE SOUTH WALL, AND 7.8 FEET WEST OF THE EAST EDGE OF THE WEST
 GR0591'SIDEWALK.
 GR0591
 GR0591                          STATION RECOVERY (1963)
 GR0591
 GR0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (1981)
 GR0591
 GR0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (1990)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (1990)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (2001)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMC)
 GR0591'RECOVERED AS DESCRIBED.
 GR0591
 GR0591                          STATION RECOVERY (2004)
 GR0591
 GR0591'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 GR0591'RECOVERED IN GOOD CONDITION.
 GR0591
 GR0591                          STATION RECOVERY (2006)
 GR0591
 GR0591'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1086 ***********************************************************************
 FS1086  DESIGNATION -  ARIZONA EAST LATITUDE POST
 FS1086  PID         -  FS1086
 FS1086  STATE/COUNTY-  AZ/MOHAVE
 FS1086  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1086
 FS1086                         *CURRENT SURVEY CONTROL
 FS1086  ___________________________________________________________________
 FS1086* NAD 83(1992)-  35 00 06.29454(N)    114 36 27.22802(W)     ADJUSTED  
 FS1086* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FS1086  ___________________________________________________________________
 FS1086  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FS1086  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FS1086  HORZ ORDER  -  THIRD
 FS1086
 FS1086.The horizontal coordinates were established by classical geodetic methods
 FS1086.and adjusted by the National Geodetic Survey in August 1993.
 FS1086
 FS1086.The orthometric height was scaled from a topographic map.
 FS1086
 FS1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1086
 FS1086.The geoid height was determined by GEOID03.
 FS1086
 FS1086;                    North         East     Units Scale Factor Converg.
 FS1086;SPC AZ W     -   444,119.009   135,080.488   MT  1.00000883   -0 29 30.9
 FS1086;SPC AZ W     - 1,457,083.36    443,177.45   iFT  1.00000883   -0 29 30.9
 FS1086;SPC CA 5     -   671,807.463 2,309,602.800   MT  0.99993167   +1 56 01.4
 FS1086;SPC CA 5     - 2,204,088.32  7,577,421.85   sFT  0.99993167   +1 56 01.4
 FS1086;SPC NV E     - 8,028,360.814   289,066.940   MT  0.99999774   +0 33 35.1
 FS1086;SPC NV E     -26,339,713.77    948,380.45   sFT  0.99999774   +0 33 35.1
 FS1086;UTM  11      - 3,875,852.513   718,331.036   MT  1.00018753   +1 22 22.3
 FS1086
 FS1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1086!SPC AZ W     -   0.99997878  x   1.00000883  =   0.99998761
 FS1086!SPC CA 5     -   0.99997878  x   0.99993167  =   0.99991045
 FS1086!SPC NV E     -   0.99997878  x   0.99999774  =   0.99997652
 FS1086!UTM  11      -   0.99997878  x   1.00018753  =   1.00016631
 FS1086
 FS1086                          SUPERSEDED SURVEY CONTROL
 FS1086
 FS1086  NAD 83(1986)-  35 00 06.30214(N)    114 36 27.22860(W) AD(       ) 3
 FS1086  NAD 27      -  35 00 06.29800(N)    114 36 24.35400(W) AD(       ) 3
 FS1086
 FS1086.Superseded values are not recommended for survey control.
 FS1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1086.See file dsdata.txt to determine how the superseded data were derived.
 FS1086
 FS1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1833175853(NAD 83)
 FS1086_MARKER: Z = SEE DESCRIPTION
 FS1086_SETTING: 0 = UNSPECIFIED SETTING
 FS1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1086+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 FS1086
 FS1086  HISTORY     - Date     Condition        Report By
 FS1086  HISTORY     - 1893     MONUMENTED       CGS
 FS1086  HISTORY     - 20030411 GOOD             GEOCAC
 FS1086  HISTORY     - 20030411 GOOD             GEOCAC
 FS1086
 FS1086                          STATION DESCRIPTION
 FS1086
 FS1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1893
 FS1086'35 LATITUDE POST (ARIZ.) 1893 1910 IS A 4 BY 4 INCH WOOD POST
 FS1086'SET IN THE CENTER OF A LARGE CAIRN.
 FS1086
 FS1086                          STATION RECOVERY (2003)
 FS1086
 FS1086'RECOVERY NOTE BY GEOCACHING 2003 (JH)
 FS1086'RECOVERED IN GOOD CONDITION.
 FS1086
 FS1086                          STATION RECOVERY (2003)
 FS1086
 FS1086'RECOVERY NOTE BY GEOCACHING 2003 (JH)
 FS1086'JUST PAST PRIVATE PROPERTY BOUNDARY LINE OF HOMEOWNERS BACK YARD,
 FS1086'LOCATED ON RESERVATION LAND, MARK IS STILL VERY STABLE AND IN GOOD
 FS1086'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0649 ***********************************************************************
 DV0649  DESIGNATION -  ARM
 DV0649  PID         -  DV0649
 DV0649  STATE/COUNTY-  AZ/MARICOPA
 DV0649  USGS QUAD   -  PHOENIX (1982)
 DV0649
 DV0649                         *CURRENT SURVEY CONTROL
 DV0649  ___________________________________________________________________
 DV0649* NAD 83(1992)-  33 27 34.41667(N)    112 02 52.18204(W)     ADJUSTED  
 DV0649* NAVD 88     -       335.957  (meters)    1102.22   (feet)  ADJUSTED  
 DV0649  ___________________________________________________________________
 DV0649  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DV0649  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0649  DYNAMIC HT  -         335.568 (meters)    1100.94  (feet)  COMP
 DV0649  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0649
 DV0649  HORZ ORDER  -  SECOND
 DV0649  VERT ORDER  -  SECOND    CLASS 0
 DV0649
 DV0649.The horizontal coordinates were established by classical geodetic methods
 DV0649.and adjusted by the National Geodetic Survey in August 1993.
 DV0649
 DV0649.The orthometric height was determined by differential leveling
 DV0649.and adjusted in November 1993.
 DV0649
 DV0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0649
 DV0649.The geoid height was determined by GEOID03.
 DV0649
 DV0649.The dynamic height is computed by dividing the NAVD 88
 DV0649.geopotential number by the normal gravity value computed on the
 DV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0649.degrees latitude (g = 980.6199 gals.).
 DV0649
 DV0649.The modeled gravity was interpolated from observed gravity values.
 DV0649
 DV0649;                    North         East     Units Scale Factor Converg.
 DV0649;SPC AZ C     -   272,723.296   201,167.674   MT  0.99990183   -0 04 20.3
 DV0649;SPC AZ C     -   894,761.47    659,998.93   iFT  0.99990183   -0 04 20.3
 DV0649;UTM  12      - 3,702,726.667   402,624.694   MT  0.99971690   -0 34 39.9
 DV0649
 DV0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0649!SPC AZ C     -   0.99995194  x   0.99990183  =   0.99985378
 DV0649!UTM  12      -   0.99995194  x   0.99971690  =   0.99966886
 DV0649
 DV0649|---------------------------------------------------------------------|
 DV0649| PID    Reference Object                     Distance      Geod. Az  |
 DV0649|                                                           dddmmss.s |
 DV0649| DV0650 ARM RM 1                             15.760 METERS 03042     |
 DV0649| DV0654 ARM AZ MK                                          0893626.1 |
 DV0649| DV0652 STRONG                              APPROX. 0.8 KM 0980404.7 |
 DV0649| DV0648 ARM RM 2                             15.029 METERS 32350     |
 DV0649|---------------------------------------------------------------------|
 DV0649
 DV0649                          SUPERSEDED SURVEY CONTROL
 DV0649
 DV0649  NAD 83(1986)-  33 27 34.41093(N)    112 02 52.18738(W) AD(       ) 2
 DV0649  NAD 27      -  33 27 34.25430(N)    112 02 49.65500(W) AD(       ) 2
 DV0649  NGVD 29 (??/??/92)  335.291  (m)         1100.03   (f) ADJ UNCH    2 0
 DV0649
 DV0649.Superseded values are not recommended for survey control.
 DV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0649.See file dsdata.txt to determine how the superseded data were derived.
 DV0649
 DV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0262502727(NAD 83)
 DV0649_MARKER: DE = TRAVERSE STATION DISK
 DV0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0649_STAMPING: ARM 1963
 DV0649_MARK LOGO: CGS   
 DV0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0649+STABILITY: SURFACE MOTION
 DV0649
 DV0649  HISTORY     - Date     Condition        Report By
 DV0649  HISTORY     - 1963     MONUMENTED       CGS
 DV0649  HISTORY     - 1963     GOOD             CGS
 DV0649  HISTORY     - 1969     GOOD             AZHD
 DV0649  HISTORY     - 1971     GOOD             AZHD
 DV0649  HISTORY     - 1979     GOOD             AZDT
 DV0649  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0649  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV0649
 DV0649                          STATION DESCRIPTION
 DV0649
 DV0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0649'THE STATION IS LOCATED IN THE CITY OF PHOENIX, ABOUT 1-1/2
 DV0649'MILES EAST OF CENTRAL AVENUE AND 1/2 MILE SOUTH OF EAST MC DOWELL
 DV0649'ROAD ON THE SOUTH SIDE OF EAST DIAMOND STREET.
 DV0649'
 DV0649'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DV0649'ROAD AND NORTH 16TH STREET, GO SOUTH ON NORTH 16TH STREET FOR
 DV0649'0.45 MILE TO EAST DIAMOND STREET AND STATION.
 DV0649'
 DV0649'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0649'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 DV0649'AND STAMPED ARM 1963.  THE MARK IS 54 FEET NORTH OF THE NORTHEAST
 DV0649'CORNER OF HOUSE, 59 FEET WEST OF CENTER OF NORTH 16TH STREET,
 DV0649'22 FEET SOUTH OF CENTER OF EAST DIAMOND STREET, 14.5 FEET WEST OF
 DV0649'A FIRE HYDRANT AND 3.6 FEET SOUTH OF CURB.
 DV0649'
 DV0649'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV0649'IN THE NORTH CURBING OF EAST DIAMOND STREET AND STAMPED ARM NO
 DV0649'1 1963.  THE MARK IS 32 FEET WEST OF CENTER OF NORTH 16TH STREET,
 DV0649'23 FEET NORTH OF CENTER OF EAST DIAMOND STREET AND 6 FEET
 DV0649'SOUTH-SOUTHWEST OF A POWER POLE.
 DV0649'
 DV0649'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0649'HOLE IN THE NORTH CURBING OF EAST DIAMOND STREET AND STAMPED
 DV0649'ARM NO 2 1963.  THE MARK IS 24.5 FEET WEST OF CENTER OF DRIVEWAY,
 DV0649'17 FEET NORTH OF CENTER OF EAST DIAMOND STREET AND 6.5 FEET
 DV0649'SOUTH OF SIDEWALK.
 DV0649'
 DV0649'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DV0649'IN THE NORTH CURBING OF EAST DIAMOND STREET AND STAMPED ARM
 DV0649'1963.  THE MARK IS 34 FEET EAST OF CENTER OF NORTH 20TH STREET,
 DV0649'23 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 7358, 21 FEET
 DV0649'SOUTHEAST OF A FIRE HYDRANT AND 18 FEET NORTH OF CENTER OF
 DV0649'EAST DIAMOND STREET.
 DV0649'
 DV0649'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON NORTH
 DV0649'16TH STREET FOR 0.05 MILE TO EAST ROOSEVELT STREET, TURN LEFT,
 DV0649'GO EAST ON EAST ROOSEVELT STREET FOR 0.5 MILE TO NORTH 20TH
 DV0649'STREET, TURN LEFT, GO NORTH ON NORTH 20TH STREET FOR 0.05 MILE TO
 DV0649'EAST DIAMOND STREET AND MARK ON RIGHT.
 DV0649'
 DV0649'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 METERS.
 DV0649
 DV0649                          STATION RECOVERY (1963)
 DV0649
 DV0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0649'IN PHOENIX.
 DV0649'AT THE INTERSECTION OF NORTH 16TH STREET AND EAST DIAMOND STREET IN
 DV0649'PHOENIX, ABOUT 1.5 MILES EAST OF NORTH CENTRAL AVENUE, 22 FEET SOUTH
 DV0649'OF THE CENTER OF EAST DIAMOND STREET, 28 FEET WEST OF THE WEST CURB OF
 DV0649'NORTH 16TH STREET, 14.5 FEET WEST OF A FIRE HYDRANT, 54 FEET
 DV0649'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF HOUSE NO. 1545, ABOUT 0.5
 DV0649'FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST
 DV0649'FLUSH WITH THE GROUND.
 DV0649
 DV0649                          STATION RECOVERY (1969)
 DV0649
 DV0649'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0649'GENERAL LOCATION PHOENIX
 DV0649'
 DV0649'STATION MARK STATION AND REFERENCE MARKS RECOVERED AS
 DV0649'DESCRIBED.  THE AZIMUTH MARK IS DESTROYED.  DESCRIPTION
 DV0649'ADEQUATE
 DV0649'
 DV0649'AZIMUTH MARK DESTROYED
 DV0649
 DV0649                          STATION RECOVERY (1971)
 DV0649
 DV0649'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RM)
 DV0649'GENERAL LOCATION 20TH ST AND DIAMOND ST
 DV0649'
 DV0649'STATION MARK GOOD
 DV0649'
 DV0649'REFERENCE MARKS GOOD
 DV0649'
 DV0649'AZIMUTH MARK MARK WAS DESTROYED BY CONSTRUCTION OF CURBS AND
 DV0649'GUTTERS ON 20TH ST.
 DV0649
 DV0649                          STATION RECOVERY (1979)
 DV0649
 DV0649'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0649'RECOVERED IN GOOD CONDITION.
 DV0649
 DV0649                          STATION RECOVERY (2006)
 DV0649
 DV0649'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0649'MARK NOT RECOVERED. APPARENTLY REMOVED WHEN 16TH STREET WAS WIDENED.
 DV0649
 DV0649                          STATION RECOVERY (2008)
 DV0649
 DV0649'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0649'MEASUREMENTS FOR THE STATION MARK FELL UNDER A CONCRETE DRIVEWAY
 DV0649'APRON. REFERENCE MARK 1 WAS NOT FOUND, AS THE CURB WAS REBUILT AT THAT
 DV0649'LOCATION. REFERENCE MARK 2 IS IN GOOD CONDITION. THE AZIMUTH WAS NOT
 DV0649'FOUND, AS THE CURB AT THAT LOCATION WAS REMOVED FOR THE CONSTRUCTION
 DV0649'OF STATE ROUTE 51.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0768 ***********************************************************************
 DW0768  DESIGNATION -  ARM
 DW0768  PID         -  DW0768
 DW0768  STATE/COUNTY-  AZ/LA PAZ
 DW0768  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0768
 DW0768                         *CURRENT SURVEY CONTROL
 DW0768  ___________________________________________________________________
 DW0768* NAD 83(1992)-  33 39 13.86178(N)    114 15 28.01646(W)     ADJUSTED  
 DW0768* NAVD 88     -       323.26   (+/-2cm)    1060.6    (feet)  VERTCON   
 DW0768  ___________________________________________________________________
 DW0768  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DW0768  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0768  HORZ ORDER  -  SECOND
 DW0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0768
 DW0768.The horizontal coordinates were established by classical geodetic methods
 DW0768.and adjusted by the National Geodetic Survey in August 1993.
 DW0768
 DW0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0768.The vertical order pertains to the NGVD 29 superseded value.
 DW0768
 DW0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0768
 DW0768.The geoid height was determined by GEOID03.
 DW0768
 DW0768;                    North         East     Units Scale Factor Converg.
 DW0768;SPC AZ W     -   294,388.509   166,262.112   MT  0.99996067   -0 16 53.1
 DW0768;SPC AZ W     -   965,841.56    545,479.37   iFT  0.99996067   -0 16 53.1
 DW0768;UTM  11      - 3,727,150.635   754,298.156   MT  1.00039731   +1 31 13.7
 DW0768
 DW0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0768!SPC AZ W     -   0.99995426  x   0.99996067  =   0.99991494
 DW0768!UTM  11      -   0.99995426  x   1.00039731  =   1.00035156
 DW0768
 DW0768:                Primary Azimuth Mark                     Grid Az
 DW0768:SPC AZ W     -  HIGHWAY 60 STA 932+78 957.48             052 55 30.9
 DW0768:UTM  11      -  HIGHWAY 60 STA 932+78 957.48             051 07 24.1
 DW0768
 DW0768|---------------------------------------------------------------------|
 DW0768| PID    Reference Object                     Distance      Geod. Az  |
 DW0768|                                                           dddmmss.s |
 DW0768| CE9671 HIGHWAY 60 STA 932+78 957.48                       0523837.8 |
 DW0768| DW0769 ARM RM 1                              3.545 METERS 08749     |
 DW0768| DW0767 ARM RM 2                              4.893 METERS 30028     |
 DW0768|---------------------------------------------------------------------|
 DW0768
 DW0768                          SUPERSEDED SURVEY CONTROL
 DW0768
 DW0768  NAD 83(1986)-  33 39 13.85988(N)    114 15 28.02279(W) AD(       ) 2
 DW0768  NAD 27      -  33 39 13.76420(N)    114 15 25.21120(W) AD(       ) 2
 DW0768  NGVD 29 (??/??/??)  322.574  (m)         1058.31   (f) ADJUSTED    2 0
 DW0768
 DW0768.Superseded values are not recommended for survey control.
 DW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0768.See file dsdata.txt to determine how the superseded data were derived.
 DW0768
 DW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5429827151(NAD 83)
 DW0768_MARKER: DE = TRAVERSE STATION DISK
 DW0768_SETTING: 66 = SET IN ROCK OUTCROP
 DW0768_SP_SET: ROCK OUTCROP
 DW0768_STAMPING: ARM 1962
 DW0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0768+STABILITY: POSITION/ELEVATION WELL
 DW0768
 DW0768  HISTORY     - Date     Condition        Report By
 DW0768  HISTORY     - 1962     MONUMENTED       CGS
 DW0768  HISTORY     - 1962     GOOD             CGS
 DW0768  HISTORY     - 1965     GOOD             AMS
 DW0768  HISTORY     - 1971     GOOD             AZHD
 DW0768  HISTORY     - 20090218 GOOD             GEOCAC
 DW0768
 DW0768                          STATION DESCRIPTION
 DW0768
 DW0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0768'STATION IS LOCATED ABOUT 22 MILES EAST OF BLYTHE, CALIFORNIA,
 DW0768'ABOUT 2 MILES WEST-SOUTHWEST OF QUARTZSITE, ABOUT 1/3 MILE
 DW0768'SOUTH OF U.S. HIGHWAY 60 AND 70, ABOUT 0.1 MILE SOUTH OF
 DW0768'OLD HIGHWAY AND ABOUT HALF WAY UP HILL AT SOME OUTCROPPING
 DW0768'BEDROCK FORMATIONS THAT PROJECT ABOUT 5 FEET.
 DW0768'
 DW0768'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60, 70 AND 95 IN THE
 DW0768'EAST EDGE OF QUARTZSITE, GO WEST ON U.S. HIGHWAY 60 AND 70 FOR
 DW0768'1.9 MILES TO FORK, KEEP LEFT, STRAIGHT AHEAD AND FOLLOW OLD
 DW0768'HIGHWAY 0.3 MILE TO AZIMUTH MARK ON LEFT AT CULVERT, CONTINUE
 DW0768'WESTERLY ON OLD ROAD FOR 0.3 MILE TO END OF TRUCK TRAVEL TO
 DW0768'STATION.  FROM HERE PACK SOUTH UP SMALL RIDGE FOR ABOUT 100
 DW0768'YARDS (5 MINUTE PACK) TO STATION ABOUT HALF WAY TO TOP OF HILL.
 DW0768'
 DW0768'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ARM 1962, IS SET IN
 DW0768'A DRILL HOLE IN OUTCROPPING BEDROCK AND IS LOCATED ON WESTERLY
 DW0768'SIDE OF SMALL RIDGE.  THE MARK IS 15 FEET SOUTHEAST OF OUTCROPPING
 DW0768'BEDROCK WHICH PROJECTS ABOUT 5 FEET AND 13 FEET WEST-NORTHWEST OF
 DW0768'A SMALL CAIRN.
 DW0768'
 DW0768'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ARM NO 1 1962,
 DW0768'IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH
 DW0768'PROJECTS ABOUT 15 INCHES AND IS ABOUT 2-1/2 FEET HIGHER IN
 DW0768'ELEVATION THAN THE STATION.  THE MARK IS LOCATED IN CENTER OF
 DW0768'SMALL RIDGE THAT LEADS UP NORTH SIDE OF HILL AND 5 FEET NORTH
 DW0768'OF A SMALL CAIRN.
 DW0768'
 DW0768'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED ARM NO 2
 DW0768'1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0768'WHICH PROJECTS ABOUT 4 FEET ABOVE THE SURROUNDING ARETHE
 DW0768'MARK IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION
 DW0768'AND ON THE WESTERLY SIDE OF SMALL RIDGE.  THE MARK IS 29 FEET
 DW0768'NORTHWEST OF A SMALL CAIRN.
 DW0768'
 DW0768'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DW0768'A DRILL HOLE IN THE SOUTH SIDE OF A CONCRETE CULVERT IS STAMPED
 DW0768'957.48 932+78 1932.  THE MARK IS 185 FEET SOUTHWEST OF THE
 DW0768'SOUTHWEST CORNER OF A QUONSET BUILDING, 15 FEET SOUTH OF THE
 DW0768'CENTER OF ROAD AND IS ABOUT THE SAME ELEVATION AS ROAD.
 DW0768'
 DW0768'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 26.66 FEET
 DW0768'OR 8.125 METER.
 DW0768'
 DW0768'NOTE--R.M. NO. 1 WAS TOO CLOSE FOR A SECONDS READING.
 DW0768'
 DW0768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DW0768
 DW0768                          STATION RECOVERY (1962)
 DW0768
 DW0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DW0768'1.8 MI W FROM QUARTZSITE.
 DW0768'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0768'POST OFFICE IN QUARTZSITE THENCE 0.65 MILES WEST ALONG OLD
 DW0768'U.S. HIGHWAY 60, THENCE ABOUT 150 YARDS SOUTH TO A ROCKY RIDGE,
 DW0768'13 FEET NORTHWEST OF A 3 FOOT HIGH CAIRN, AND IS SET IN TOP OF A
 DW0768'ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.
 DW0768
 DW0768                          STATION RECOVERY (1965)
 DW0768
 DW0768'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (CCS)
 DW0768'MARK REFERENCE MARKS NO 1 AND 2, AND AZIMUTH MARK RECOVERED.
 DW0768'DESCRIPTION ADEQUATE
 DW0768
 DW0768                          STATION RECOVERY (1971)
 DW0768
 DW0768'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0768'GENERAL LOCATION ABOUT 2 MILES WEST OF QUARTZITE, ARIZONA.
 DW0768'
 DW0768'TO REACH FROM THE WEST QUARTZITE OVERPASS, ON INT. 10, SOUTH
 DW0768'THEN WEST ON THE OLD HIGHWAY FOR 1.2 MILES, PACK LEFT, SOUTH FOR
 DW0768'ABOUT 300 FT TO THE STATION ABOUT 1/3 TO THE TOP OF THE HILL.
 DW0768'
 DW0768'STATION MARK IS A STANDARD USC AND GS TRIANGULATION BRASS
 DW0768'CAP, SET IN A DRILL HOLE IN GRANITE, STAMPED ARM 1962.
 DW0768'
 DW0768'REFERENCE MARKS ARE STANDARD USC AND GS REFERENCE MARK BRASS
 DW0768'CAPS, SET IN DRILL HOLES IN GRANITE OUTCROPS, STAMPED RESPECTIVELY,
 DW0768'ARM NO 1 1962, AND ARM NO 2 1962, AND 12 FT EAST OF AND 16 FT
 DW0768'NORTHWEST OF THE STATION.
 DW0768'
 DW0768'AZIMUTH MARK NOT SEARCHED FOR.
 DW0768
 DW0768                          STATION RECOVERY (2009)
 DW0768
 DW0768'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0768'RECOVERED STATION ARM ALONG WITH RM 1 AND RM 2, ALL IN GOOD CONDITION.
 DW0768' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0654 ***********************************************************************
 DV0654  DESIGNATION -  ARM AZ MK
 DV0654  PID         -  DV0654
 DV0654  STATE/COUNTY-  AZ/MARICOPA
 DV0654  USGS QUAD   -  PHOENIX (1982)
 DV0654
 DV0654                         *CURRENT SURVEY CONTROL
 DV0654  ___________________________________________________________________
 DV0654* NAD 83(1986)-  33 27 34.     (N)    112 02 22.     (W)     SCALED    
 DV0654* NAVD 88     -       337.97   (+/-2cm)    1108.8    (feet)  VERTCON   
 DV0654  ___________________________________________________________________
 DV0654  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0654
 DV0654.The horizontal coordinates were scaled from a topographic map and have
 DV0654.an estimated accuracy of +/- 6 seconds.
 DV0654
 DV0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0654.The vertical order pertains to the NGVD 29 superseded value.
 DV0654
 DV0654.The geoid height was determined by GEOID03.
 DV0654
 DV0654;                    North         East    Units  Estimated Accuracy
 DV0654;SPC AZ C     -   272,710.      201,950.      MT  (+/- 180 meters Scaled)
 DV0654
 DV0654                          SUPERSEDED SURVEY CONTROL
 DV0654
 DV0654  NGVD 29 (??/??/92)  337.315  (m)         1106.67   (f) ADJ UNCH    2 0
 DV0654
 DV0654.Superseded values are not recommended for survey control.
 DV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0654.See file dsdata.txt to determine how the superseded data were derived.
 DV0654
 DV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034027(NAD 83)
 DV0654_MARKER: DZ = AZIMUTH MARK DISK
 DV0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0654_SP_SET: CURB
 DV0654_STAMPING: ARM 1963
 DV0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0654
 DV0654  HISTORY     - Date     Condition        Report By
 DV0654  HISTORY     - 1963     MONUMENTED       CGS
 DV0654  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0654  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV0654
 DV0654                          STATION DESCRIPTION
 DV0654
 DV0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0654'IN PHOENIX.
 DV0654'2.0 MILES EAST ALONG ROOSEVELT STREET FROM THE INTERSECTION OF
 DV0654'ROOSEVELT STREET AND NORTH CENTRAL AVENUE IN PHOENIX, THENCE 1 BLOCK
 DV0654'NORTH ALONG NORTH 20TH STREET TO THE INTERSECTION OF EAST DIAMOND
 DV0654'STREET, 33 FEET EAST OF THE CENTER OF NORTH 20TH STREET, 18 FEET NORTH
 DV0654'OF THE CENTER OF EAST DIAMOND STREET, 18 FEET SOUTHEAST OF A FIRE
 DV0654'HYDRANT, 21 FEET SOUTHEAST OF POLE NO. 7358, ABOUT 0.5 FOOT ABOVE THE
 DV0654'LEVEL OF THE STREET, AND SET IN TOP OF THE NORTH CONCRETE CURB OF EAST
 DV0654'DIAMOND STREET.
 DV0654
 DV0654                          STATION RECOVERY (2006)
 DV0654
 DV0654'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0654'MARK NOT RECOVERED. APPARENTLY REMOVED DURING STREET CONSTRUCTION.
 DV0654
 DV0654                          STATION RECOVERY (2008)
 DV0654
 DV0654'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0654'THE CURB AT THIS LOCATION WAS REMOVED FOR THE CONSTRUCTION OF STATE
 DV0654'ROUTE 51.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0650 ***********************************************************************
 DV0650  DESIGNATION -  ARM RM 1
 DV0650  PID         -  DV0650
 DV0650  STATE/COUNTY-  AZ/MARICOPA
 DV0650  USGS QUAD   -  PHOENIX (1982)
 DV0650
 DV0650                         *CURRENT SURVEY CONTROL
 DV0650  ___________________________________________________________________
 DV0650* NAD 83(1986)-  33 27 34.     (N)    112 02 53.     (W)     SCALED    
 DV0650* NAVD 88     -       336.026  (meters)    1102.45   (feet)  ADJUSTED  
 DV0650  ___________________________________________________________________
 DV0650  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0650  DYNAMIC HT  -         335.638 (meters)    1101.17  (feet)  COMP
 DV0650  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0650
 DV0650  VERT ORDER  -  SECOND    CLASS 0
 DV0650
 DV0650.The horizontal coordinates were scaled from a topographic map and have
 DV0650.an estimated accuracy of +/- 6 seconds.
 DV0650
 DV0650.The orthometric height was determined by differential leveling
 DV0650.and adjusted in November 1993.
 DV0650
 DV0650.The geoid height was determined by GEOID03.
 DV0650
 DV0650.The dynamic height is computed by dividing the NAVD 88
 DV0650.geopotential number by the normal gravity value computed on the
 DV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0650.degrees latitude (g = 980.6199 gals.).
 DV0650
 DV0650.The modeled gravity was interpolated from observed gravity values.
 DV0650
 DV0650;                    North         East    Units  Estimated Accuracy
 DV0650;SPC AZ C     -   272,710.      201,150.      MT  (+/- 180 meters Scaled)
 DV0650
 DV0650                          SUPERSEDED SURVEY CONTROL
 DV0650
 DV0650  NGVD 29 (??/??/92)  335.361  (m)         1100.26   (f) ADJ UNCH    2 0
 DV0650
 DV0650.Superseded values are not recommended for survey control.
 DV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0650.See file dsdata.txt to determine how the superseded data were derived.
 DV0650
 DV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026027(NAD 83)
 DV0650_MARKER: DR = REFERENCE MARK DISK
 DV0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0650_SP_SET: CURB
 DV0650_STAMPING: ARM NO 1 1963
 DV0650_MARK LOGO: CGS   
 DV0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0650
 DV0650  HISTORY     - Date     Condition        Report By
 DV0650  HISTORY     - 1963     MONUMENTED       CGS
 DV0650  HISTORY     - 1979     GOOD             AZDT
 DV0650  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0650  HISTORY     - 20080326 MARK NOT FOUND   GEOCAC
 DV0650  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV0650
 DV0650                          STATION DESCRIPTION
 DV0650
 DV0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0650'IN PHOENIX.
 DV0650'AT THE INTERSECTION OF NORTH 16TH STREET AND EAST DIAMOND STREET IN
 DV0650'PHOENIX, ABOUT 1.5 MILE EAST OF NORTH CENTRAL AVENUE, 51.7 FEET
 DV0650'NORTHEAST OF TRAVERSE STATION ARM, 19 FEET NORTH OF THE CENTER OF EAST
 DV0650'DIAMOND ST., 5 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND SET IN TOP OF
 DV0650'THE CONCRETE CURB AT THE NORTHWEST CORNER OF THE INTERSECTION.
 DV0650
 DV0650                          STATION RECOVERY (1979)
 DV0650
 DV0650'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0650'RECOVERED IN GOOD CONDITION.
 DV0650
 DV0650                          STATION RECOVERY (2006)
 DV0650
 DV0650'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0650'MARK NOT RECOVERED. APPARENTLY REMOVED WHEN 16TH STREET WAS WIDENED.
 DV0650
 DV0650                          STATION RECOVERY (2008)
 DV0650
 DV0650'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0650'THE CURB AT THE DESCRIBED LOCATION HAS BEEN UPDATED TO PROVIDE A
 DV0650'HANDICAP RAMP FOR STREET CROSSING.
 DV0650
 DV0650                          STATION RECOVERY (2008)
 DV0650
 DV0650'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0650'THE CURB HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0769 ***********************************************************************
 DW0769  DESIGNATION -  ARM RM 1
 DW0769  PID         -  DW0769
 DW0769  STATE/COUNTY-  AZ/LA PAZ
 DW0769  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0769
 DW0769                         *CURRENT SURVEY CONTROL
 DW0769  ___________________________________________________________________
 DW0769* NAD 83(1986)-  33 39 13.     (N)    114 15 27.     (W)     SCALED    
 DW0769* NAVD 88     -       323.98   (+/-2cm)    1062.9    (feet)  VERTCON   
 DW0769  ___________________________________________________________________
 DW0769  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0769
 DW0769.The horizontal coordinates were scaled from a topographic map and have
 DW0769.an estimated accuracy of +/- 6 seconds.
 DW0769
 DW0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0769.The vertical order pertains to the NGVD 29 superseded value.
 DW0769
 DW0769.The geoid height was determined by GEOID03.
 DW0769
 DW0769;                    North         East    Units  Estimated Accuracy
 DW0769;SPC AZ W     -   294,360.      166,290.      MT  (+/- 180 meters Scaled)
 DW0769
 DW0769                          SUPERSEDED SURVEY CONTROL
 DW0769
 DW0769  NGVD 29 (??/??/??)  323.299  (m)         1060.69   (f) ADJUSTED    2 0
 DW0769
 DW0769.Superseded values are not recommended for survey control.
 DW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0769.See file dsdata.txt to determine how the superseded data were derived.
 DW0769
 DW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT543271(NAD 83)
 DW0769_MARKER: DR = REFERENCE MARK DISK
 DW0769_SETTING: 66 = SET IN ROCK OUTCROP
 DW0769_SP_SET: ROCK OUTCROP
 DW0769_STAMPING: ARM NO1 1962
 DW0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0769+STABILITY: POSITION/ELEVATION WELL
 DW0769
 DW0769  HISTORY     - Date     Condition        Report By
 DW0769  HISTORY     - 1962     MONUMENTED       CGS
 DW0769  HISTORY     - 20090218 GOOD             GEOCAC
 DW0769
 DW0769                          STATION DESCRIPTION
 DW0769
 DW0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0769'1.8 MI W FROM QUARTZSITE.
 DW0769'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0769'POST OFFICE AT QUARTZSITE, THENCE 0.65 MILES WEST ALONG OLD
 DW0769'U.S. HIGHWAY 60, THENCE ABOUT 150 YARDS SOUTH TO A ROCKY RIDGE,
 DW0769'12 FEET EAST OF TRAVERSE STATION ARM, 4 FEET NORTH OF A 3 FOOT
 DW0769'HIGH CAIRN, AND IS SET IN TOP OF A ROCK OUTCROP PROJECTING 2
 DW0769'FEET.
 DW0769
 DW0769                          STATION RECOVERY (2009)
 DW0769
 DW0769'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0648 ***********************************************************************
 DV0648  DESIGNATION -  ARM RM 2
 DV0648  PID         -  DV0648
 DV0648  STATE/COUNTY-  AZ/MARICOPA
 DV0648  USGS QUAD   -  PHOENIX (1982)
 DV0648
 DV0648                         *CURRENT SURVEY CONTROL
 DV0648  ___________________________________________________________________
 DV0648* NAD 83(1986)-  33 27 34.     (N)    112 02 53.     (W)     SCALED    
 DV0648* NAVD 88     -       335.991  (meters)    1102.33   (feet)  ADJUSTED  
 DV0648  ___________________________________________________________________
 DV0648  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0648  DYNAMIC HT  -         335.602 (meters)    1101.05  (feet)  COMP
 DV0648  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0648
 DV0648  VERT ORDER  -  SECOND    CLASS 0
 DV0648
 DV0648.The horizontal coordinates were scaled from a topographic map and have
 DV0648.an estimated accuracy of +/- 6 seconds.
 DV0648
 DV0648.The orthometric height was determined by differential leveling
 DV0648.and adjusted in November 1993.
 DV0648
 DV0648.The geoid height was determined by GEOID03.
 DV0648
 DV0648.The dynamic height is computed by dividing the NAVD 88
 DV0648.geopotential number by the normal gravity value computed on the
 DV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0648.degrees latitude (g = 980.6199 gals.).
 DV0648
 DV0648.The modeled gravity was interpolated from observed gravity values.
 DV0648
 DV0648;                    North         East    Units  Estimated Accuracy
 DV0648;SPC AZ C     -   272,710.      201,150.      MT  (+/- 180 meters Scaled)
 DV0648
 DV0648                          SUPERSEDED SURVEY CONTROL
 DV0648
 DV0648  NGVD 29 (??/??/92)  335.324  (m)         1100.14   (f) ADJ UNCH    2 0
 DV0648
 DV0648.Superseded values are not recommended for survey control.
 DV0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0648.See file dsdata.txt to determine how the superseded data were derived.
 DV0648
 DV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026027(NAD 83)
 DV0648_MARKER: DR = REFERENCE MARK DISK
 DV0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0648_SP_SET: CURB
 DV0648_STAMPING: ARM NO 2 1963
 DV0648_MARK LOGO: CGS   
 DV0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0648+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DV0648
 DV0648  HISTORY     - Date     Condition        Report By
 DV0648  HISTORY     - 1963     MONUMENTED       CGS
 DV0648  HISTORY     - 1979     GOOD             AZDT
 DV0648  HISTORY     - 20061203 GOOD             GEOCAC
 DV0648  HISTORY     - 20080501 GOOD             GEOCAC
 DV0648
 DV0648                          STATION DESCRIPTION
 DV0648
 DV0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0648'IN PHOENIX.
 DV0648'AT THE INTERSECTION OF NORTH 16TH STREET AND EAST DIAMOND STREET IN
 DV0648'PHOENIX, ABOUT 1.5 MILES EAST OF NORTH CENTRAL AVENUE, 49.3 FEET
 DV0648'NORTHWEST OF TRAVERSE STATION ARM, 17.5 FEET NORTH OF THE CENTER OF
 DV0648'EAST DIAMOND STREET, 58 FEET WEST OF THE WEST CURB OF NORTH 16TH
 DV0648'STREET, 46 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, AND SET
 DV0648'IN TOP OF THE NORTH CONCRETE CURB OF EAST DIAMOND STREET.
 DV0648
 DV0648                          STATION RECOVERY (1979)
 DV0648
 DV0648'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0648'RECOVERED IN GOOD CONDITION.
 DV0648
 DV0648                          STATION RECOVERY (2006)
 DV0648
 DV0648'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0648'RECOVERED IN GOOD CONDITION.
 DV0648
 DV0648                          STATION RECOVERY (2008)
 DV0648
 DV0648'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0767 ***********************************************************************
 DW0767  DESIGNATION -  ARM RM 2
 DW0767  PID         -  DW0767
 DW0767  STATE/COUNTY-  AZ/LA PAZ
 DW0767  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0767
 DW0767                         *CURRENT SURVEY CONTROL
 DW0767  ___________________________________________________________________
 DW0767* NAD 83(1986)-  33 39 12.     (N)    114 15 28.     (W)     SCALED    
 DW0767* NAVD 88     -       323.44   (+/-2cm)    1061.2    (feet)  VERTCON   
 DW0767  ___________________________________________________________________
 DW0767  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0767
 DW0767.The horizontal coordinates were scaled from a topographic map and have
 DW0767.an estimated accuracy of +/- 6 seconds.
 DW0767
 DW0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0767.The vertical order pertains to the NGVD 29 superseded value.
 DW0767
 DW0767.The geoid height was determined by GEOID03.
 DW0767
 DW0767;                    North         East    Units  Estimated Accuracy
 DW0767;SPC AZ W     -   294,330.      166,260.      MT  (+/- 180 meters Scaled)
 DW0767
 DW0767                          SUPERSEDED SURVEY CONTROL
 DW0767
 DW0767  NGVD 29 (??/??/??)  322.762  (m)         1058.93   (f) ADJUSTED    2 0
 DW0767
 DW0767.Superseded values are not recommended for survey control.
 DW0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0767.See file dsdata.txt to determine how the superseded data were derived.
 DW0767
 DW0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT543270(NAD 83)
 DW0767_MARKER: DR = REFERENCE MARK DISK
 DW0767_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0767_SP_SET: UNSPECIFIED ROCK
 DW0767_STAMPING: ARM NO2 1962
 DW0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0767
 DW0767  HISTORY     - Date     Condition        Report By
 DW0767  HISTORY     - 1962     MONUMENTED       CGS
 DW0767  HISTORY     - 20090218 GOOD             GEOCAC
 DW0767
 DW0767                          STATION DESCRIPTION
 DW0767
 DW0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0767'1.8 MI W FROM QUARTZSITE.
 DW0767'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0767'OFFICE AT QUARTZSITE, THENCE 0.65 MILES WEST ALONG OLD U.S.
 DW0767'HIGHWAY 60, THENCE ABOUT 150 YARDS SOUTH TO A ROCKY RIDGE, 29.0
 DW0767'FEET NORTHWEST OF TRAVERSE STATION ARM, 16.1 FEET NORTHWEST OF A
 DW0767'3 FOOT HIGH CAIRN, AND IS SET IN TOP OF A LARGE ROCK PROJECTING
 DW0767'ABOUT 4 FEET.
 DW0767
 DW0767                          STATION RECOVERY (2009)
 DW0767
 DW0767'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1832 ***********************************************************************
 DU1832  DESIGNATION -  ARMER
 DU1832  PID         -  DU1832
 DU1832  STATE/COUNTY-  AZ/GILA
 DU1832  USGS QUAD   -  ARMER MOUNTAIN (1964)
 DU1832
 DU1832                         *CURRENT SURVEY CONTROL
 DU1832  ___________________________________________________________________
 DU1832* NAD 83(1992)-  33 49 15.45993(N)    111 00 39.54684(W)     ADJUSTED  
 DU1832* NAVD 88     -      2228.8    (meters)    7312.     (feet)  VERTCON   
 DU1832  ___________________________________________________________________
 DU1832  LAPLACE CORR-           8.50  (seconds)                    DEFLEC99
 DU1832  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DU1832  HORZ ORDER  -  THIRD
 DU1832
 DU1832.The horizontal coordinates were established by classical geodetic methods
 DU1832.and adjusted by the National Geodetic Survey in August 1993.
 DU1832
 DU1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1832
 DU1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1832
 DU1832.The geoid height was determined by GEOID03.
 DU1832
 DU1832;                    North         East     Units Scale Factor Converg.
 DU1832;SPC AZ E     -   313,117.250   135,201.275   MT  0.99997528   -0 28 11.9
 DU1832;SPC AZ E     - 1,027,287.57    443,573.74   iFT  0.99997528   -0 28 11.9
 DU1832;UTM  12      - 3,742,304.842   498,983.414   MT  0.99960001   -0 00 22.0
 DU1832
 DU1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1832!SPC AZ E     -   0.99965441  x   0.99997528  =   0.99962970
 DU1832!UTM  12      -   0.99965441  x   0.99960001  =   0.99925456
 DU1832
 DU1832|---------------------------------------------------------------------|
 DU1832| PID    Reference Object                     Distance      Geod. Az  |
 DU1832|                                                           dddmmss.s |
 DU1832| DU1850 ARMER RM 1                            8.669 METERS 03821     |
 DU1832| DU2026 DUTCHWOMAN                          APPROX.10.7 KM 2370429.5 |
 DU1832| DU1851 ARMER RM 2                           10.464 METERS 30048     |
 DU1832|---------------------------------------------------------------------|
 DU1832
 DU1832                          SUPERSEDED SURVEY CONTROL
 DU1832
 DU1832  NAD 83(1986)-  33 49 15.45454(N)    111 00 39.55122(W) AD(       ) 3
 DU1832  NGVD 29 (09/20/88) 2228.0    (m)         7310.     (f) VERT ANG    3  
 DU1832
 DU1832.Superseded values are not recommended for survey control.
 DU1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1832.See file dsdata.txt to determine how the superseded data were derived.
 DU1832
 DU1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9898342305(NAD 83)
 DU1832_MARKER: DS = TRIANGULATION STATION DISK
 DU1832_SETTING: 80 = SET IN A BOULDER
 DU1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1832+STABILITY: SURFACE MOTION
 DU1832
 DU1832  HISTORY     - Date     Condition        Report By
 DU1832  HISTORY     - 1947     MONUMENTED       USGS
 DU1832
 DU1832                          STATION DESCRIPTION
 DU1832
 DU1832'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DU1832'LOCATED 32 MI NW. OF GLOBE, 20 MI SSW. OF YOUNG.  ON HIGHEST PART
 DU1832'OF PROMINENT, LONG RIDGE KNOWN LOCALLY AS ARMER MTN.
 DU1832'
 DU1832'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.2 MI W. ON HWY. 60.  TURN
 DU1832'RIGHT ON APACHE TRAIL RD. 14.7 MI TO RD. FORKS.  TAKE RIGHT FORK
 DU1832'TOWARD YOUNG 24 MI CROSSING SUMMIT BETWEEN SIERRA ANCHA
 DU1832'EXPERIMENT STATION AND ROSE CREEK LODGE AND PART WAY DOWN
 DU1832'CLEARING TO LEFT.  DRIVE 0.1 MI W. THROUGH CLEARING TO SIGN
 DU1832'ARMER MT. TRAIL, FOLLOW TRAIL 0.5 MI TO END OF TRUCK TRAVEL,
 DU1832'CONTINUE ALONG BLAZED TRAIL ABOUT 3 MI TO FENCE, PASS THROUGH
 DU1832'FENCE AND GO ABOUT 100 FT.  GO 50 FT. W. TO CLEARED LANE, FOLLOW
 DU1832'LANE TO STATION.  A 2-HOUR PACK.
 DU1832'
 DU1832'STATION MARK--STANDARD TABLET STAMPED---ARMER 1947---, CEMENTED IN
 DU1832'ROCK.
 DU1832'
 DU1832'RM 1--COPPER NAIL AND WASHER IN BLAZE ON 8-INCH PINE TREE.
 DU1832'
 DU1832'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0903 ***********************************************************************
 ET0903  DESIGNATION -  ARMISTICE
 ET0903  PID         -  ET0903
 ET0903  STATE/COUNTY-  AZ/YAVAPAI
 ET0903  USGS QUAD   -  ESTLER PEAK (1974)
 ET0903
 ET0903                         *CURRENT SURVEY CONTROL
 ET0903  ___________________________________________________________________
 ET0903* NAD 83(1992)-  34 25 44.68413(N)    112 02 44.31371(W)     ADJUSTED  
 ET0903* NAVD 88     -      1289.     (meters)    4229.     (feet)  VERTCON   
 ET0903  ___________________________________________________________________
 ET0903  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 ET0903  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0903  HORZ ORDER  -  SECOND
 ET0903
 ET0903.The horizontal coordinates were established by classical geodetic methods
 ET0903.and adjusted by the National Geodetic Survey in August 1993.
 ET0903
 ET0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0903
 ET0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0903
 ET0903.The geoid height was determined by GEOID03.
 ET0903
 ET0903;                    North         East     Units Scale Factor Converg.
 ET0903;SPC AZ C     -   380,252.758   201,506.004   MT  0.99990173   -0 04 22.5
 ET0903;SPC AZ C     - 1,247,548.42    661,108.94   iFT  0.99990173   -0 04 22.5
 ET0903;UTM  12      - 3,810,228.766   403,923.449   MT  0.99971378   -0 35 28.5
 ET0903
 ET0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0903!SPC AZ C     -   0.99980188  x   0.99990173  =   0.99970363
 ET0903!UTM  12      -   0.99980188  x   0.99971378  =   0.99951571
 ET0903
 ET0903|---------------------------------------------------------------------|
 ET0903| PID    Reference Object                     Distance      Geod. Az  |
 ET0903|                                                           dddmmss.s |
 ET0903| CH2212 ARMISTICE RM 1                        9.873 METERS 07220     |
 ET0903| ET0216 ASH                                 APPROX. 5.3 KM 2211743.9 |
 ET0903| CH2213 ARMISTICE RM 2                       18.450 METERS 34616     |
 ET0903|---------------------------------------------------------------------|
 ET0903
 ET0903                          SUPERSEDED SURVEY CONTROL
 ET0903
 ET0903  NAD 83(1986)-  34 25 44.67862(N)    112 02 44.31283(W) AD(       ) 2
 ET0903  NAD 27      -  34 25 44.58390(N)    112 02 41.74860(W) AD(       ) 2
 ET0903  NGVD 29 (07/19/86) 1288.     (m)         4226.     (f) VERT ANG    3  
 ET0903
 ET0903.Superseded values are not recommended for survey control.
 ET0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0903.See file dsdata.txt to determine how the superseded data were derived.
 ET0903
 ET0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0392310229(NAD 83)
 ET0903_MARKER: DS = TRIANGULATION STATION DISK
 ET0903_SETTING: 66 = SET IN ROCK OUTCROP
 ET0903
 ET0903  HISTORY     - Date     Condition        Report By
 ET0903  HISTORY     - 1959     MONUMENTED       CGS
 ET0903
 ET0903                          STATION DESCRIPTION
 ET0903
 ET0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0903'THE STATION IS LOCATED ON A ROCKY HILL THAT HAS MODERATE
 ET0903'SLOPES ON THREE SIDES BUT RISES IN A BLUFF ON THE SOUTH SIDE.
 ET0903'IT IS ABOUT 8 MILES NORTHEAST OF CORDES JUNCTION, 6 MILES
 ET0903'NORTHWEST OF DUGAS AND 0.5 MILE WEST OF ARIZONA STATE HIGHWAY
 ET0903'79.  A UTILITY POLE LINE CROSSES THE HILL WEST OF THE STATION.
 ET0903'
 ET0903'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTHERLY ON
 ET0903'ARIZONA STATE HIGHWAY 79 FOR 9.1 MILES TO A METAL GATE IN
 ET0903'THE RIGHT-OF-WAY FENCE ON THE LEFT.  GO THROUGH THE GATE AND
 ET0903'FOLLOW A TRACK ROAD FOR 0.25 MILE ALONG A LOW RIDGE TO A DIM
 ET0903'FORK, TAKE THE LEFT FORK AND GO SOUTHWEST FOR 0.2 MILE TO A
 ET0903'DIM FORK AT THE BASE OF THE HILL, TURN LEFT AND GO UP THE HILL
 ET0903'FOR 0.1 MILE TO THE TOP OF THE RISE AND THE STATION AT THE
 ET0903'SOUTHEAST EDGE OF THE HILL.
 ET0903'
 ET0903'THE STATION MARK IS A STANDARD DISK STAMPED ARMISTICE 1958, SET
 ET0903'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES AND IS 7.9
 ET0903'FEET NORTHWEST OF A WITNESS POST.
 ET0903'
 ET0903'R.M. 1 IS A STANDARD DISK STAMPED ARMISTICE NO 1 1958, SET
 ET0903'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS
 ET0903'35.9 FEET NORTHEAST OF THE WITNESS POST.
 ET0903'
 ET0903'R.M. 2 IS A STANDARD DISK STAMPED ARMISTICE NO 2 1958, SET
 ET0903'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS
 ET0903'68 FEET NORTHWEST OF THE WITNESS POST.
 ET0903'
 ET0903'TRIANGULATION STATION ASH CAN BE USED AS AN AZIMUTH MARK.
 ET0903'(SEE DESCRIPTION THEREOF.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6808 ***********************************************************************
 AC6808  SACS        -  This is a Secondary Airport Control Station.
 AC6808  DESIGNATION -  ARP 2 GCN
 AC6808  PID         -  AC6808
 AC6808  STATE/COUNTY-  AZ/COCONINO
 AC6808  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6808
 AC6808                         *CURRENT SURVEY CONTROL
 AC6808  ___________________________________________________________________
 AC6808* NAD 83(2007)-  35 57 05.55170(N)    112 08 48.20342(W)     ADJUSTED  
 AC6808* NAVD 88     -      1999.81   (meters)    6561.0    (feet)  GPS OBS   
 AC6808  ___________________________________________________________________
 AC6808  EPOCH DATE  -        2007.00
 AC6808  X           -  -1,949,270.691 (meters)                     COMP
 AC6808  Y           -  -4,789,267.114 (meters)                     COMP
 AC6808  Z           -   3,725,001.098 (meters)                     COMP
 AC6808  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AC6808  ELLIP HEIGHT-        1976.990 (meters)          (02/10/07) ADJUSTED
 AC6808  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AC6808
 AC6808  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6808  Type    PID    Designation                      North   East  Ellip
 AC6808  -------------------------------------------------------------------
 AC6808  NETWORK AC6808 ARP 2 GCN                         0.63   0.53   1.25
 AC6808  -------------------------------------------------------------------
 AC6808
 AC6808.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6808
 AC6808.The horizontal coordinates were established by GPS observations
 AC6808.and adjusted by the National Geodetic Survey in February 2007.
 AC6808
 AC6808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6808.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6808.The horizontal coordinates are valid at the epoch date displayed above.
 AC6808.The epoch date for horizontal control is a decimal equivalence
 AC6808.of Year/Month/Day.
 AC6808
 AC6808.The orthometric height was determined by GPS observations and a
 AC6808.high-resolution geoid model.
 AC6808
 AC6808.GPS derived orthometric heights for airport stations designated as
 AC6808.PACS or SACS are published to 2 decimal places.  This maintains
 AC6808.centimeter relative accuracy between the PACS and SACS.  It does
 AC6808.not indicate centimeter accuracy relative to other marks which are
 AC6808.part of the NAVD 88 network.
 AC6808
 AC6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6808
 AC6808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6808
 AC6808.The ellipsoidal height was determined by GPS observations
 AC6808.and is referenced to NAD 83.
 AC6808
 AC6808.The geoid height was determined by GEOID03.
 AC6808
 AC6808;                    North         East     Units Scale Factor Converg.
 AC6808;SPC AZ C     -   549,161.075   192,606.633   MT  0.99990531   -0 08 06.2
 AC6808;SPC AZ C     - 1,801,709.56    631,911.53   iFT  0.99990531   -0 08 06.2
 AC6808;UTM  12      - 3,979,181.426   396,583.212   MT  0.99973178   -0 40 23.9
 AC6808
 AC6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6808!SPC AZ C     -   0.99968981  x   0.99990531  =   0.99959515
 AC6808!UTM  12      -   0.99968981  x   0.99973178  =   0.99942167
 AC6808
 AC6808                          SUPERSEDED SURVEY CONTROL
 AC6808
 AC6808  ELLIP H (01/12/01) 1977.014  (m)                       GP(       ) 4 1
 AC6808  NAD 83(1992)-  35 57 05.55168(N)    112 08 48.20266(W) AD(       ) 1
 AC6808  ELLIP H (03/14/97) 1977.070  (m)                       GP(       ) 3 1
 AC6808
 AC6808.Superseded values are not recommended for survey control.
 AC6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6808.See file dsdata.txt to determine how the superseded data were derived.
 AC6808
 AC6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9658379181(NAD 83)
 AC6808_MARKER: DD = SURVEY DISK
 AC6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6808_STAMPING: ARP 2 GCN 1976
 AC6808_MARK LOGO: NOS   
 AC6808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6808+STABILITY: SURFACE MOTION
 AC6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6808+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AC6808
 AC6808  HISTORY     - Date     Condition        Report By
 AC6808  HISTORY     - 1976     MONUMENTED       NOS
 AC6808  HISTORY     - 19890615 GOOD             NGS
 AC6808  HISTORY     - 19951211 GOOD             CHANCE
 AC6808  HISTORY     - 19970502 GOOD             NGS
 AC6808
 AC6808                          STATION DESCRIPTION
 AC6808
 AC6808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC6808'THE STATION IS LOCATED AT MIDFIELD ON A SMALL SLIP OF ELEVATED GROUND,
 AC6808'140.2 FT (42.7 M) SW OF THE SW EDGE OF A CROSSOVER TAXIWAY, 127 FT
 AC6808'(38.7 M) SW OF THE CORNER TAXIWAY LIGHT, 104.5 FT (31.9 M) WEST OF THE
 AC6808'CENTER OF A RECTANGULAR MANHOLE COVER AND 115.6 FT (35.2 M) WEST OF
 AC6808'THE WEST EDGE OF THE PARALLEL TAXIWAY.  IT IS A STANDARD DISK SET IN A
 AC6808'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 2 GCN 1976.
 AC6808
 AC6808                          STATION RECOVERY (1995)
 AC6808
 AC6808'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6808'THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95 MI) SOUTH-SOUTHWEST
 AC6808'OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM (2.00 MI) SOUTHWEST
 AC6808'OF THE TOWN OF TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT.
 AC6808'OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY - OPERATIONS SUPERVISOR,
 AC6808'PHONE (602) 638-2446 TO REACH THE STATION FROM THE INTERSECTION OF US
 AC6808'HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND CANYON STATE PARK,
 AC6808'PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY 64) FOR 4.0 KM (2.50
 AC6808'MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT AT HIGHWAY
 AC6808'MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY ALONG AIRPORT ROAD FOR 0.8
 AC6808'KM (0.50 MI) TO THE TERMINAL BUILDING.  CONTINUE FOR 0.4 KM (0.25 MI)
 AC6808'TO THE AIRPORT OPERATIONS BUILDING AND A FURTHER 0.15 KM (0.10 MI) TO
 AC6808'THE AIRPORT FENCE.  TURN LEFT AND PROCEED SOUTHWEST FOR 0.7 KM (0.45
 AC6808'MI) ALONG ROAD PARALLELING FENCE TO GATE 11 (SOUTHERN RAMP) .  PASS
 AC6808'THROUGH GATE 11 AND PROCEED WEST FOR 0.15 KM (0.10 MI) TO THE JUNCTION
 AC6808'WITH THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST ALONG THE
 AC6808'TAXIWAY FOR 0.4 KM (0.25 MI) TO THE JUNCTION WITH TAXIWAY E AND THE
 AC6808'STATION ON THE RIGHT BETWEEN THE PARALLEL TAXIWAY AND RUNWAY 3-21 AND
 AC6808'SOUTHWEST OF TAXIWAY E THE STATION IS A STANDARD NOS SURVEY DISK SET
 AC6808'IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AC6808'STATION IS LOCATED 32.50 M (106.63 FT) SOUTHWEST OF THE CONCRETE BASE
 AC6808'OF A SIGN, 43.00 M (141.08 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AC6808'TAXIWAY E, 52.30 M (171.59 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AC6808'RUNWAY 3-21, 31.80 M (104.33 FT) NORTHWEST OF A MANHOLE COVER, 35.30 M
 AC6808'(115.81 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE PARALLEL TAXIWAY,
 AC6808'AND 0.9 M (3.0 FT) NORTHEAST OF A CARSONITE WITNESS POST THE STATION
 AC6808'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA
 AC6808'ANA SURVEYS 1996
 AC6808
 AC6808                          STATION RECOVERY (1997)
 AC6808
 AC6808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6808'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6808'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AC6808'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AC6808'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AC6808'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AC6808'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AC6808'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AC6808'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AC6808'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH 0.6 KM (0.35 MI) TO GATE 8
 AC6808'ON THE RIGHT JUST NORTH OF THE GRAND CANYON AIRLINES TERMINAL
 AC6808'BUILDING.  TURN RIGHT AND GO WEST (PASSING THROUGH THE LOCKED GATE)
 AC6808'FOR 0.2 KM (0.10 MI) ACROSS THE GENERAL AVIATION PARKING AREA TO
 AC6808'PARALLEL TAXIWAY P.  TURN LEFT AND GO SOUTHWEST ALONG THE TAXIWAY FOR
 AC6808'1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT IN THE GRASS STRIP
 AC6808'BETWEEN THE RUNWAY AND PARALELL TAXIWAY JUST PAST CONNECTING TAXIWAY
 AC6808'E.  THE STATION IS LOCATED 52.4 M (171.9 FT) SOUTHEAST OF THE EAST
 AC6808'EDGE OF THE RUNWAY, 43.0 M (141.1 FT) SOUTHWEST OF THE SOUTH EDGE OF
 AC6808'TAXIWAY E, 35.4 M (116.1 FT) NORTHWEST OF THE WEST EDGE OF TAXIWAY P,
 AC6808'AND 0.9 M (3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS
 AC6808'STATION HAS BEEN SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6840 ***********************************************************************
 AC6840  SACS        -  This is a Secondary Airport Control Station.
 AC6840  DESIGNATION -  ARP 3 TUS
 AC6840  PID         -  AC6840
 AC6840  STATE/COUNTY-  AZ/PIMA
 AC6840  USGS QUAD   -  TUCSON SW (1992)
 AC6840
 AC6840                         *CURRENT SURVEY CONTROL
 AC6840  ___________________________________________________________________
 AC6840* NAD 83(2007)-  32 07 05.10821(N)    110 56 34.22725(W)     ADJUSTED  
 AC6840* NAVD 88     -       789.53   (meters)    2590.3    (feet)  GPS OBS   
 AC6840  ___________________________________________________________________
 AC6840  EPOCH DATE  -        2007.00
 AC6840  X           -  -1,932,927.361 (meters)                     COMP
 AC6840  Y           -  -5,050,501.872 (meters)                     COMP
 AC6840  Z           -   3,371,932.923 (meters)                     COMP
 AC6840  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 AC6840  ELLIP HEIGHT-         760.037 (meters)          (02/10/07) ADJUSTED
 AC6840  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AC6840
 AC6840  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6840  Type    PID    Designation                      North   East  Ellip
 AC6840  -------------------------------------------------------------------
 AC6840  NETWORK AC6840 ARP 3 TUS                         0.47   0.41   1.02
 AC6840  -------------------------------------------------------------------
 AC6840
 AC6840.This mark is at Tucson Intl Airport (TUS)
 AC6840
 AC6840.The horizontal coordinates were established by GPS observations
 AC6840.and adjusted by the National Geodetic Survey in February 2007.
 AC6840
 AC6840.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6840.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6840.The horizontal coordinates are valid at the epoch date displayed above.
 AC6840.The epoch date for horizontal control is a decimal equivalence
 AC6840.of Year/Month/Day.
 AC6840
 AC6840.The orthometric height was determined by GPS observations and a
 AC6840.high-resolution geoid model.
 AC6840
 AC6840.GPS derived orthometric heights for airport stations designated as
 AC6840.PACS or SACS are published to 2 decimal places.  This maintains
 AC6840.centimeter relative accuracy between the PACS and SACS.  It does
 AC6840.not indicate centimeter accuracy relative to other marks which are
 AC6840.part of the NAVD 88 network.
 AC6840
 AC6840.Photographs are available for this station.
 AC6840
 AC6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6840
 AC6840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6840
 AC6840.The ellipsoidal height was determined by GPS observations
 AC6840.and is referenced to NAD 83.
 AC6840
 AC6840.The geoid height was determined by GEOID03.
 AC6840
 AC6840;                    North         East     Units Scale Factor Converg.
 AC6840;SPC AZ C     -   124,375.197   305,254.473   MT  1.00000411   +0 31 04.0
 AC6840;SPC AZ C     -   408,055.11  1,001,491.05   iFT  1.00000411   +0 31 04.0
 AC6840;UTM  12      - 3,553,526.145   505,392.052   MT  0.99960036   +0 01 49.4
 AC6840
 AC6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6840!SPC AZ C     -   0.99988068  x   1.00000411  =   0.99988479
 AC6840!UTM  12      -   0.99988068  x   0.99960036  =   0.99948108
 AC6840
 AC6840                          SUPERSEDED SURVEY CONTROL
 AC6840
 AC6840  ELLIP H (01/12/01)  760.066  (m)                       GP(       ) 4 1
 AC6840  NAD 83(1992)-  32 07 05.10782(N)    110 56 34.22642(W) AD(       ) 1
 AC6840  ELLIP H (03/14/97)  760.160  (m)                       GP(       ) 3 1
 AC6840
 AC6840.Superseded values are not recommended for survey control.
 AC6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6840.See file dsdata.txt to determine how the superseded data were derived.
 AC6840
 AC6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0539253526(NAD 83)
 AC6840_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6840_STAMPING: ARP 3 TUS 1970
 AC6840_MARK LOGO: CGS   
 AC6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6840+STABILITY: SURFACE MOTION
 AC6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6840+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 AC6840
 AC6840  HISTORY     - Date     Condition        Report By
 AC6840  HISTORY     - 1970     MONUMENTED       CGS
 AC6840  HISTORY     - 19930615 GOOD             NGS
 AC6840  HISTORY     - 19951218 GOOD             CHANCE
 AC6840  HISTORY     - 19970625 GOOD             NGS
 AC6840  HISTORY     - 19980824 GOOD             NGS
 AC6840  HISTORY     - 20040115 GOOD             NGS
 AC6840
 AC6840                          STATION DESCRIPTION
 AC6840
 AC6840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6840'THE STATION IS LOCATED IN THE SOUTHEASTERN QUADRANT OF A SOD RECTANGLE
 AC6840'FORMED BY RUNWAY 11L/29R, RUNWAY 11R/29L, TAXIWAY 7, AND TAXIWAY BD
 AC6840'NEAR THE EDGE OF RUNWAY 11L/29R.  THE STATION IS 276 FT (84.1 M)
 AC6840'NORTHWEST OF THE WEST CORNER OF THE 6000 FT (1828.8 M) MARKER, 254.1
 AC6840'FT (77.4 M) SOUTH OF THE FOURTH RUNWAY LIGHT NORTH OF TAXIWAY BC,
 AC6840'223.3 FT (68.1 M) WEST OF THE SECOND RUNWAY LIGHT, 164.6 FT (50.2 M)
 AC6840'SOUTHWEST OF THE THIRD RUNWAY LIGHT, AND 162.9 FT (49.7 M) SOUTHWEST
 AC6840'OF THE EDGE OF RUNWAY 11L/29R.  THE MARK IS A STANDARD TOPOGRAPHIC
 AC6840'STATION DISK, STAMPED ARP 3 TUS 1970, SET IN A 10 INCH CONCRETE POST
 AC6840'AND IT IS FLUSH WITH THE GROUND.
 AC6840
 AC6840                          STATION RECOVERY (1995)
 AC6840
 AC6840'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6840'THE STATION IS LOCATED IN THE CITY OF TUCSON AT THE TUCSON
 AC6840'INTERNATIONAL AIRPORT.  OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY,
 AC6840'RUBEN SALCIDO - MAINTENANCE SUPERINTENDENT, PHONE (602) 573-8171 TO
 AC6840'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND TUCSON
 AC6840'BOULEVARD (EXIT 263 ON INTERSTATE 10) IN TUCSON, PROCEED SOUTH ON
 AC6840'TUCSON BOULEVARD FOR 8.0 KM (4.95 MI) TO THE JUNCTION WITH ELVIRA ROAD
 AC6840'(0.8 KM SOUTH OF VALENCIA ROAD) .  TURN RIGHT AND GO WEST ON ELVIRA
 AC6840'ROAD FOR 0.65 KM (0.40 MI) TO THE TUCSON AIRPORT AUTHORITY MAINTENANCE
 AC6840'DEPARTMENT AND ACCESS GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR
 AC6840'0.15 KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY D. TURN LEFT AND GO
 AC6840'SOUTH ON TAXIWAY D FOR 0.5 KM (0.30 MI) TO THE JUNCTION WITH TAXIWAY
 AC6840'A.  TURN LEFT AND GO SOUTHEAST ALONG TAXIWAY A FOR 0.55 KM (0.35 MI)
 AC6840'TO THE JUNCTION WITH TAXIWAY A7.  TURN RIGHT AND GO SOUTH ON TAXIWAY
 AC6840'A7 FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 11L-29R.  CROSS
 AC6840'THE RUNWAY AND CONTINUE TO TAXIWAY A8 AND THE STATION ON THE RIGHT THE
 AC6840'STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A 25 CM X 25 CM
 AC6840'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE STATION IS
 AC6840'LOCATED 49.60 M (162.73 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 AC6840'11L-29R, 68.06 M (223.29 FT) WEST OF THE SECOND RUNWAY LIGHT NORTHWEST
 AC6840'OF TAXIWAY A8, 50.20 M (164.70 FT) SOUTHWEST OF THE THIRD TAXIWAY
 AC6840'LIGHT NORTHWEST OF TAXIWAY A8, AND 0.9 M (3.0 FT) SOUTHEAST OF A
 AC6840'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6840'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6840
 AC6840                          STATION RECOVERY (1997)
 AC6840
 AC6840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AC6840'RECOVERED AS DESCRIBED.
 AC6840
 AC6840                          STATION RECOVERY (1998)
 AC6840
 AC6840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AC6840'RECOVERED AS DESCRIBED.
 AC6840
 AC6840                          STATION RECOVERY (2004)
 AC6840
 AC6840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AC6840'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AC6840' 
 AC6840'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6866 ***********************************************************************
 DH6866  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6866  DESIGNATION -  ARRASTRA
 DH6866  PID         -  DH6866
 DH6866  STATE/COUNTY-  AZ/GILA
 DH6866  USGS QUAD   -  CUTTER (1979)
 DH6866
 DH6866                         *CURRENT SURVEY CONTROL
 DH6866  ___________________________________________________________________
 DH6866* NAD 83(2007)-  33 17 58.19313(N)    110 44 44.27827(W)     ADJUSTED  
 DH6866* NAVD 88     -      1282.53   (meters)    4207.8    (feet)  GPS OBS   
 DH6866  ___________________________________________________________________
 DH6866  EPOCH DATE  -        2007.00
 DH6866  X           -  -1,890,598.462 (meters)                     COMP
 DH6866  Y           -  -4,991,297.602 (meters)                     COMP
 DH6866  Z           -   3,482,458.068 (meters)                     COMP
 DH6866  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DH6866  ELLIP HEIGHT-        1255.264 (meters)          (02/10/07) ADJUSTED
 DH6866  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DH6866
 DH6866  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6866  Type    PID    Designation                      North   East  Ellip
 DH6866  -------------------------------------------------------------------
 DH6866  NETWORK DH6866 ARRASTRA                          0.67   0.59   2.29
 DH6866  -------------------------------------------------------------------
 DH6866
 DH6866.The horizontal coordinates were established by GPS observations
 DH6866.and adjusted by the National Geodetic Survey in February 2007.
 DH6866
 DH6866.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6866.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6866.The horizontal coordinates are valid at the epoch date displayed above.
 DH6866.The epoch date for horizontal control is a decimal equivalence
 DH6866.of Year/Month/Day.
 DH6866
 DH6866.The orthometric height was determined by GPS observations and a
 DH6866.high-resolution geoid model.
 DH6866.The orthometric height was determined by GPS observations and a
 DH6866.high-resolution geoid model using precise GPS observation and
 DH6866.processing techniques.
 DH6866
 DH6866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6866
 DH6866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6866
 DH6866.The ellipsoidal height was determined by GPS observations
 DH6866.and is referenced to NAD 83.
 DH6866
 DH6866.The geoid height was determined by GEOID03.
 DH6866
 DH6866;                    North         East     Units Scale Factor Converg.
 DH6866;SPC AZ E     -   255,114.257   159,442.315   MT  0.99993583   -0 19 04.3
 DH6866;SPC AZ E     -   836,989.03    523,104.71   iFT  0.99993583   -0 19 04.3
 DH6866;UTM  12      - 3,684,518.990   523,681.344   MT  0.99960691   +0 08 22.7
 DH6866
 DH6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6866!SPC AZ E     -   0.99980297  x   0.99993583  =   0.99973881
 DH6866!UTM  12      -   0.99980297  x   0.99960691  =   0.99940995
 DH6866
 DH6866                          SUPERSEDED SURVEY CONTROL
 DH6866
 DH6866  NAD 83(1992)-  33 17 58.19293(N)    110 44 44.27789(W) AD(       ) B
 DH6866  ELLIP H (08/22/05) 1255.275  (m)                       GP(       ) 4 2
 DH6866
 DH6866.Superseded values are not recommended for survey control.
 DH6866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6866.See file dsdata.txt to determine how the superseded data were derived.
 DH6866
 DH6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2368184519(NAD 83)
 DH6866_MARKER: DD = SURVEY DISK
 DH6866_SETTING: 66 = SET IN ROCK OUTCROP
 DH6866_STAMPING: ARRASTRA 2004 LS 14169
 DH6866_MARK LOGO: AZ-007
 DH6866_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6866+STABILITY: POSITION/ELEVATION WELL
 DH6866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6866+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH6866
 DH6866  HISTORY     - Date     Condition        Report By
 DH6866  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6866  HISTORY     - 20051004 GOOD             AZ-007
 DH6866
 DH6866                          STATION DESCRIPTION
 DH6866
 DH6866'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6866'STARTING AT THE INTERSECTION OF US-70 AND SR-77, EAST OF GLOBE,AZ.
 DH6866'PROCEED SOUTH ON SR-77 5.3 MILES TO A SMALL HILL ON EAST SIDE OF ROAD.
 DH6866'PACK TO TOP OF HILL. MONUMENT IS ON SOUTH END OF TOP OF HILL IN ROCK
 DH6866'OUTCROP. MONUMENT IS 3FT SOUTHEST OF WITNESS POST.
 DH6866
 DH6866                          STATION RECOVERY (2005)
 DH6866
 DH6866'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0394 ***********************************************************************
 GQ0394  DESIGNATION -  ARROYA
 GQ0394  PID         -  GQ0394
 GQ0394  STATE/COUNTY-  AZ/MOHAVE
 GQ0394  USGS QUAD   -  OLAF KNOLLS (1971)
 GQ0394
 GQ0394                         *CURRENT SURVEY CONTROL
 GQ0394  ___________________________________________________________________
 GQ0394* NAD 83(1992)-  36 27 50.63395(N)    113 50 51.36410(W)     ADJUSTED  
 GQ0394* NAVD 88     -       986.3    (meters)    3236.     (feet)  VERTCON   
 GQ0394  ___________________________________________________________________
 GQ0394  LAPLACE CORR-          10.93  (seconds)                    DEFLEC99
 GQ0394  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 GQ0394  HORZ ORDER  -  THIRD
 GQ0394
 GQ0394.The horizontal coordinates were established by classical geodetic methods
 GQ0394.and adjusted by the National Geodetic Survey in August 1993.
 GQ0394
 GQ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0394
 GQ0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0394
 GQ0394.The geoid height was determined by GEOID03.
 GQ0394
 GQ0394;                    North         East     Units Scale Factor Converg.
 GQ0394;SPC AZ W     -   606,026.558   204,612.350   MT  0.99993428   -0 03 28.8
 GQ0394;SPC AZ W     - 1,988,276.11    671,300.36   iFT  0.99993428   -0 03 28.8
 GQ0394;UTM  12      - 4,039,192.347   244,833.434   MT  1.00040227   -1 41 35.9
 GQ0394
 GQ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0394!SPC AZ W     -   0.99984927  x   0.99993428  =   0.99978356
 GQ0394!UTM  12      -   0.99984927  x   1.00040227  =   1.00025148
 GQ0394
 GQ0394:                Primary Azimuth Mark                     Grid Az
 GQ0394:SPC AZ W     -  T36 37N R14W SECS 5 6 31 32              071 15 10.7
 GQ0394:UTM  12      -  T36 37N R14W SECS 5 6 31 32              072 53 17.8
 GQ0394
 GQ0394|---------------------------------------------------------------------|
 GQ0394| PID    Reference Object                     Distance      Geod. Az  |
 GQ0394|                                                           dddmmss.s |
 GQ0394| CH2214 T36 37N R14W SECS 5 6 31 32                        0711141.9 |
 GQ0394| CH2215 ARROYA RM 1                          10.308 METERS 07128     |
 GQ0394| GQ0396 PAKOON RIDGE TARGET                 APPROX.14.8 KM 2435025.7 |
 GQ0394| CH2216 ARROYA RM 2                           9.891 METERS 33820     |
 GQ0394|---------------------------------------------------------------------|
 GQ0394
 GQ0394                          SUPERSEDED SURVEY CONTROL
 GQ0394
 GQ0394  NAD 83(1986)-  36 27 50.62809(N)    113 50 51.36298(W) AD(       ) 3
 GQ0394  NAD 27      -  36 27 50.69800(N)    113 50 48.51400(W) AD(       ) 3
 GQ0394  NGVD 29 (07/19/86)  985.6    (m)         3234.     (f) VERT ANG    3  
 GQ0394
 GQ0394.Superseded values are not recommended for survey control.
 GQ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0394.See file dsdata.txt to determine how the superseded data were derived.
 GQ0394
 GQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4483339192(NAD 83)
 GQ0394_MARKER: DS = TRIANGULATION STATION DISK
 GQ0394_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0394
 GQ0394  HISTORY     - Date     Condition        Report By
 GQ0394  HISTORY     - 1953     MONUMENTED       CGS
 GQ0394
 GQ0394                          STATION DESCRIPTION
 GQ0394
 GQ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0394'THE STATION IS LOCATED 48 MILES AIR LINE SOUTH-SOUTHWEST OF
 GQ0394'ST. GEORGE, UTAH, 30 MILES AIR LINE SOUTH OF LITTLEFIELD,
 GQ0394'ARIZONA, 27 MILES AIR LINE SOUTH-SOUTHEAST OF MESQUITE,
 GQ0394'NEVADA, AND 12 MILES AIR LINE EAST OF THE ARIZONA-NEVADA
 GQ0394'STATE LINE.  IT IS 51 FEET NORTHEAST OF AND 1 FOOT LOWER THAN
 GQ0394'THE HIGHEST POINT OF A LOW, DARK HILL.
 GQ0394'
 GQ0394'TO REACH FROM THE POST OFFICE IN MESQUITE, NEVADA, GO WEST
 GQ0394'AND SOUTH ON U.S. HIGHWAY 91 FOR 10.3 MILES TO A SIDE ROAD
 GQ0394'LEFT AND A SIGN GRAND WASH.  TURN LEFT AND FOLLOW THE GRADED
 GQ0394'ROAD SOUTHWEST FOR 0.3 MILE TO A FORK AND SIGN GRAND WASH AND
 GQ0394'JUANETA SPRS.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD
 GQ0394'FOR 8.8 MILES TO A FORK AT THE TOP OF A GRADE.  TAKE THE
 GQ0394'RIGHT FORK AND GO 0.8 MILE TO A FORK AND SIGN JUANETA SPRINGS
 GQ0394'RANCH 5.  TAKE THE LEFT FORK AND GO 2.2 MILES TO A FORK.
 GQ0394'TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD SOUTHEAST FOR
 GQ0394'7.2 MILES TO A FORK AND SIGN GRAND GULCH.  TAKE THE LEFT
 GQ0394'FORK AND GO EASTERLY OVER A PASS FOR 5.2 MILES TO A FORK.
 GQ0394'TAKE THE RIGHT FORK AND GO 0.85 MILE TO A GATE.  PASS
 GQ0394'THROUGH THE GATE AND GO 10.15 MILES TO A FORK AND A RANCH ON
 GQ0394'THE LEFT.  TAKE THE RIGHT FORK AND GO 2.5 MILES TO A
 GQ0394'WOOD GATE AND A FORK.  TAKE THE LEFT FORK AND GO 0.4 MILE
 GQ0394'TO A FORK AT THE SUMMIT OF A RIM.  TAKE THE LEFT FORK
 GQ0394'AND FOLLOW THE BLADED ROAD NORTH-NORTHEAST UP THE RIDGE
 GQ0394'FOR 4.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST
 GQ0394'FOR 1.1 MILES DOWN INTO THE GRAND WASH.  CROSS THE WASH AND
 GQ0394'GO SOUTHEAST FOR 0.6 MILE TO A FORK.  TAKE THE LEFT FORK AND
 GQ0394'GO 2.4 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 3.0
 GQ0394'MILES TO A GENERAL LAND OFFICE SECTION CORNER MARK, USED
 GQ0394'FOR THE AZIMUTH MARK, ON THE RIGHT.  TURN LEFT AND DRIVE
 GQ0394'ACROSS COUNTRY TO CREST OF RIDGE, THENCE TURN LEFT AND GO
 GQ0394'SOUTH-SOUTHWEST FOR A TOTAL DISTANCE OF 1.5 MILES TO
 GQ0394'THE HIGHEST POINT AND THE STATION.  A DRIVE STATION
 GQ0394'WITH A 4-WHEEL DRIVE VEHICLE.
 GQ0394'
 GQ0394'THE STATION MARK, A STANDARD DISK STAMPED ARROYA 1953, IS SET
 GQ0394'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES
 GQ0394'ABOVE THE GROUND.
 GQ0394'
 GQ0394'REFERENCE MARK 1, A STANDARD DISK STAMPED ARROYA NO 1 1953,
 GQ0394'IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GQ0394'GROUND.  IT IS ABOUT 6 INCHES LOWER THAN THE STATION.
 GQ0394'
 GQ0394'REFERENCE MARK 2, A STANDARD DISK STAMPED ARROYA NO 2 1953,
 GQ0394'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0394'2 FEET ABOVE THE GROUND.  IT IS 18 INCHES HIGHER THAN THE
 GQ0394'STATION.
 GQ0394'
 GQ0394'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE SECTION CORNER
 GQ0394'MARK STAMPED T36N R14W S31 S32 S6 S5 1939, IS RIVETED TO
 GQ0394'THE TOP OF A 2-INCH PIPE SET IN THE GROUND AND HAS BOULDERS
 GQ0394'PILED AROUND IT.  THE PIPE PROJECTS 2-1/2 FEET ABOVE THE
 GQ0394'GROUND.  IT IS 55 FEET EAST OF THE ROAD AND 47 FEET EAST
 GQ0394'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0737 ***********************************************************************
 FQ0737  DESIGNATION -  ARROYO
 FQ0737  PID         -  FQ0737
 FQ0737  STATE/COUNTY-  AZ/NAVAJO
 FQ0737  USGS QUAD   -  WINSLOW NE (1986)
 FQ0737
 FQ0737                         *CURRENT SURVEY CONTROL
 FQ0737  ___________________________________________________________________
 FQ0737* NAD 83(1992)-  35 10 11.21858(N)    110 37 18.38258(W)     ADJUSTED  
 FQ0737* NAVD 88     -      1479.     (meters)    4852.     (feet)  SCALED    
 FQ0737  ___________________________________________________________________
 FQ0737  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FQ0737  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0737  HORZ ORDER  -  FIRST
 FQ0737
 FQ0737.The horizontal coordinates were established by classical geodetic methods
 FQ0737.and adjusted by the National Geodetic Survey in August 1993.
 FQ0737
 FQ0737.The orthometric height was scaled from a topographic map.
 FQ0737
 FQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0737
 FQ0737.The geoid height was determined by GEOID03.
 FQ0737
 FQ0737;                    North         East     Units Scale Factor Converg.
 FQ0737;SPC AZ E     -   462,503.250   171,904.178   MT  0.99992117   -0 15 43.7
 FQ0737;SPC AZ E     - 1,517,399.11    563,990.09   iFT  0.99992117   -0 15 43.7
 FQ0737;UTM  12      - 3,891,937.093   534,442.488   MT  0.99961462   +0 13 04.3
 FQ0737
 FQ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0737!SPC AZ E     -   0.99977170  x   0.99992117  =   0.99969289
 FQ0737!UTM  12      -   0.99977170  x   0.99961462  =   0.99938641
 FQ0737
 FQ0737|---------------------------------------------------------------------|
 FQ0737| PID    Reference Object                     Distance      Geod. Az  |
 FQ0737|                                                           dddmmss.s |
 FQ0737| CD3948 ARROYO RM 1                          14.495 METERS 00312     |
 FQ0737| CD3947 ARROYO AZ MK                                       0900236.8 |
 FQ0737| CD3949 ARROYO RM 2                          16.362 METERS 09654     |
 FQ0737| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX.18.0 KM 2012402.9 |
 FQ0737| FQ0747 WINSLOW AT SF RR PWRHSE STACK       APPROX.17.8 KM 2014706.9 |
 FQ0737| FQ0744 WINSLOW AIRPORT BEACON              APPROX.18.5 KM 2073720.3 |
 FQ0737| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.34.8 KM 2512824.4 |
 FQ0737| FQ0600 LOS ANGELES ALBUQ AWY BCN 43 B      APPROX.54.6 KM 2625558.8 |
 FQ0737| FQ0606 LOS ANGELES ALBUQ AWY BCN 42        APPROX.77.3 KM 2685133.1 |
 FQ0737|---------------------------------------------------------------------|
 FQ0737
 FQ0737                          SUPERSEDED SURVEY CONTROL
 FQ0737
 FQ0737  NAD 83(1986)-  35 10 11.21386(N)    110 37 18.38686(W) AD(       ) 1
 FQ0737  NAD 27      -  35 10 11.15600(N)    110 37 15.90600(W) AD(       ) 1
 FQ0737
 FQ0737.Superseded values are not recommended for survey control.
 FQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0737.See file dsdata.txt to determine how the superseded data were derived.
 FQ0737
 FQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3444291937(NAD 83)
 FQ0737_MARKER: DS = TRIANGULATION STATION DISK
 FQ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0737
 FQ0737  HISTORY     - Date     Condition        Report By
 FQ0737  HISTORY     - 1936     MONUMENTED       CGS
 FQ0737  HISTORY     - 1955     GOOD             USGS
 FQ0737  HISTORY     - 1956     GOOD             CGS
 FQ0737
 FQ0737                          STATION DESCRIPTION
 FQ0737
 FQ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0737'TEN AND THREE-QUARTER MILES NORTH-NORTHEAST OF WINSLOW, ABOUT
 FQ0737'12-1/2 MILES NORTHWEST OF MANILA, 8-1/2 MILES NORTH OF U.S.
 FQ0737'HIGHWAY 66, ON THE NAVAJO INDIAN RESERVATION, ON THE FLAT
 FQ0737'LOWLANDS OF THE EAST SIDE OF THE BASIN OF THE LITTLE COLORADO
 FQ0737'RIVER, ON THE SOUTH BOUNDARY LINE OF THE RESERVATION, 2 MILES
 FQ0737'EAST OF THE LITTLE COLORADO RIVER, 251 FEET EAST ALONG THE
 FQ0737'BOUNDARY FENCE FROM THE EAST EDGE OF A WIDE AND DEEP ARROYO,
 FQ0737'12 FEET NORTH OF THE FENCE.
 FQ0737'
 FQ0737'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION, IN
 FQ0737'THE FLAT.
 FQ0737'
 FQ0737'REFERENCE MARK NO. 2 IS EAST OF THE STATION, ALONG THE BOUNDARY
 FQ0737'FENCE, 2 FEET NORTH OF THE FENCE.
 FQ0737'
 FQ0737'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF THE STATION,
 FQ0737'ALONG THE BOUNDARY FENCE, ON A SLIGHT, WHITE AND GRAVELLY
 FQ0737'RISE OF GROUND, 2 FEET NORTH OF THE FENCE.
 FQ0737'
 FQ0737'TO REACH THE STATION FROM THE CITY HALL AT WINSLOW, GO EAST
 FQ0737'ON U.S. HIGHWAY 66 FOR 3.5 MILES, OR 0.7 MILE PAST THE EAST
 FQ0737'END OF THE BRIDGE OVER THE LITTLE COLORADO RIVER, AND TURN LEFT
 FQ0737'(NORTH) ON THE GRADED ROAD AT THE SHELL SERVICE STATION AT
 FQ0737'HOBSON (STATION SHELL ON THE SOUTH SIDE OF THE HIGHWAY),
 FQ0737'THENCE NORTHEASTERLY ON THE MAIN ROAD FOR 10.5 MILES, OR 0.6
 FQ0737'MILE PAST A CATTLE GUARD, AND BEAR LEFT ON TRACK ROAD, THENCE
 FQ0737'NORTH AND WEST ACROSS THE MESA AND DOWN INTO THE RIVER BASIN,
 FQ0737'A TOTAL DISTANCE OF 1.0 MILE, AND KEEP THE MIDDLE FORK OF THE
 FQ0737'MAIN-TRAVELED ROAD AT THE FOOT OF THE MESA, THENCE WEST AND
 FQ0737'NORTHWEST FOR 2.3 MILES AND KEEP THE MAIN LEFT FORK
 FQ0737'STRAIGHT AHEAD AT THE FOOT OF A SMALL BENCH, THENCE
 FQ0737'NORTHWESTERLY ACROSS THE FLAT LOWLAND FOR 2.2 MILES AND
 FQ0737'BEAR RIGHT THROUGH GATE IN THE SOUTH BOUNDARY FENCE OF THE
 FQ0737'RESERVATION, THENCE ABOUT 200 FEET AND BEAR LEFT AND GO
 FQ0737'WEST ALONG THE FENCE FOR 2.7 MILES TO THE STATION ON
 FQ0737'THE FENCE LINE.
 FQ0737'
 FQ0737'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DISKS SET
 FQ0737'CONCRETE.
 FQ0737'
 FQ0737'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FQ0737
 FQ0737                          STATION RECOVERY (1955)
 FQ0737
 FQ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0737'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0737'AGREE WITH NGS.
 FQ0737
 FQ0737                          STATION RECOVERY (1956)
 FQ0737
 FQ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LFW)
 FQ0737'THE STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 FQ0737'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 FQ0737'J.B., JR. IN 1936 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0702 ***********************************************************************
 CY0702  DESIGNATION -  ART
 CY0702  PID         -  CY0702
 CY0702  STATE/COUNTY-  AZ/GRAHAM
 CY0702  USGS QUAD   -  ARTESIA (1966)
 CY0702
 CY0702                         *CURRENT SURVEY CONTROL
 CY0702  ___________________________________________________________________
 CY0702* NAD 83(1992)-  32 39 55.22178(N)    109 42 06.19413(W)     ADJUSTED  
 CY0702* NAVD 88     -      1062.354  (meters)    3485.41   (feet)  ADJUSTED  
 CY0702  ___________________________________________________________________
 CY0702  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 CY0702  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0702  DYNAMIC HT  -        1060.835 (meters)    3480.42  (feet)  COMP
 CY0702  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 CY0702
 CY0702  HORZ ORDER  -  FIRST
 CY0702  VERT ORDER  -  FIRST     CLASS II
 CY0702
 CY0702.The horizontal coordinates were established by classical geodetic methods
 CY0702.and adjusted by the National Geodetic Survey in August 1993.
 CY0702
 CY0702.The orthometric height was determined by differential leveling
 CY0702.and adjusted in June 1991.
 CY0702
 CY0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0702
 CY0702.The geoid height was determined by GEOID03.
 CY0702
 CY0702.The dynamic height is computed by dividing the NAVD 88
 CY0702.geopotential number by the normal gravity value computed on the
 CY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0702.degrees latitude (g = 980.6199 gals.).
 CY0702
 CY0702.The modeled gravity was interpolated from observed gravity values.
 CY0702
 CY0702;                    North         East     Units Scale Factor Converg.
 CY0702;SPC AZ E     -   184,736.397   256,969.840   MT  0.99992344   +0 15 03.4
 CY0702;SPC AZ E     -   606,090.54    843,076.90   iFT  0.99992344   +0 15 03.4
 CY0702;UTM  12      - 3,614,931.942   621,740.024   MT  0.99978275   +0 42 02.9
 CY0702
 CY0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0702!SPC AZ E     -   0.99983743  x   0.99992344  =   0.99976089
 CY0702!UTM  12      -   0.99983743  x   0.99978275  =   0.99962022
 CY0702
 CY0702|---------------------------------------------------------------------|
 CY0702| PID    Reference Object                     Distance      Geod. Az  |
 CY0702|                                                           dddmmss.s |
 CY0702| CY0704 ART RM 1                             18.716 METERS 04641     |
 CY0702| CY0703 ART RM 2                             14.770 METERS 15157     |
 CY0702| CC5982 ART AZ MK                                          1683929.9 |
 CY0702| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.13.9 KM 2630508.9 |
 CY0702| CY1232 HIGHWAY 666 STA 897+00 POT           15.090 METERS 29945     |
 CY0702| CY0710 SWIFT                               APPROX. 7.3 KM 3504432.8 |
 CY0702|---------------------------------------------------------------------|
 CY0702
 CY0702                          SUPERSEDED SURVEY CONTROL
 CY0702
 CY0702  NAD 83(1986)-  32 39 55.21641(N)    109 42 06.18882(W) AD(       ) 1
 CY0702  NAD 27      -  32 39 54.98200(N)    109 42 03.90400(W) AD(       ) 1
 CY0702  NGVD 29 (07/20/88) 1061.65   (m)         3483.1    (f) LEVELING    3  
 CY0702
 CY0702.Superseded values are not recommended for survey control.
 CY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0702.See file dsdata.txt to determine how the superseded data were derived.
 CY0702
 CY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2174014932(NAD 83)
 CY0702_MARKER: DS = TRIANGULATION STATION DISK
 CY0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0702_SP_SET: CONCRETE POST
 CY0702_STAMPING: ART 1945
 CY0702_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0702+STABILITY: SURFACE MOTION
 CY0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0702+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0702
 CY0702  HISTORY     - Date     Condition        Report By
 CY0702  HISTORY     - 1945     MONUMENTED       CGS
 CY0702  HISTORY     - 1967     GOOD             AMS
 CY0702  HISTORY     - 1968     GOOD             CGS
 CY0702  HISTORY     - 1979     GOOD             NGS
 CY0702  HISTORY     - 1983     GOOD             AZDT
 CY0702  HISTORY     - 20081010 GOOD             GEOCAC
 CY0702
 CY0702                          STATION DESCRIPTION
 CY0702
 CY0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0702'STATION IS LOCATED ABOUT 11-1/2 MILES (AIR LINE) S OF SAFFORD
 CY0702'ALONG THE E SIDE OF U.S. HIGHWAY 666.
 CY0702'
 CY0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY0702'AND 666 NEAR THE E END OF SAFFORD, GO S ON U.S. HIGHWAY 666 FOR
 CY0702'7.3 MILES TO A MACADAM ROAD RIGHT AT A SIGN SWIFT TRAIL.
 CY0702'STATION SWIFT IS ON THE LEFT SIDE OF U.S. HIGHWAY 666 JUST
 CY0702'BEYOND THIS FORK.  CONTINUE S ON HIGHWAY 666 FOR 4.6 MILES TO
 CY0702'THE STATION JUST BEYOND FENCE CORNERS ON BOTH SIDES OF THE
 CY0702'HIGHWAY WHERE THE HIGHWAY RIGHT-OF-WAY BECOMES WIDER.  STATION
 CY0702'IS 86.0 FEET ENE OF THE CENTER LINE OF THE HIGHWAY.  TO REACH
 CY0702'THE AZIMUTH MARK CONTINUE S ON HIGHWAY 666 FOR 0.3 MILE TO
 CY0702'THE MARK ON THE LEFT, 37.8 FEET ENE OF THE CENTER LINE OF
 CY0702'THE HIGHWAY.
 CY0702'
 CY0702'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY0702'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 CY0702'STAMPED ART 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK
 CY0702'SET IN CONCRETE.  STATION IS LOCATED 140.3 FEET E OF A SE
 CY0702'FENCE CORNER, 117.4 FEET WSW OF A NE FENCE CORNER, 48.8 FEET
 CY0702'ESE OF A SW FENCE CORNER, 86.0 FEET ENE OF THE CENTER LINE OF
 CY0702'U.S. HIGHWAY 666, AND 46.4 FEET SE OF A 4- BY 4-INCH WHITE
 CY0702'WITNESS POST WHICH IS SET IN A FENCE LINE.
 CY0702'
 CY0702'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0702'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY0702'AND IS STAMPED ART NO 1 1945.  IT IS NE OF THE STATION AND
 CY0702'ABOUT 1 FOOT LOWER.
 CY0702'
 CY0702'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0702'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 CY0702'AND IS STAMPED ART NO 2 1945.  IT IS SSE OF THE STATION ON
 CY0702'ABOUT THE SAME LEVEL.
 CY0702'
 CY0702'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 CY0702'POST WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND AND
 CY0702'IS STAMPED ART 1945.  IT IS S OF THE STATION, 37.8 FEET ENE
 CY0702'OF THE CENTER LINE OF THE HIGHWAY, AND 3.6 FEET N OF A 4- BY
 CY0702'4-INCH WHITE WITNESS POST.
 CY0702'
 CY0702'THE ARIZONA HIGHWAY DEPARTMENT MARKER IS A BRONZE DISK STAMPED
 CY0702'P.O.T. 897+00 1938.  IT IS SET IN A SMALL ROUND CONCRETE
 CY0702'POST FLUSH WITH THE GROUND.  IT IS WNW OF THE STATION AND
 CY0702'50 FEET E OF THE CENTER OF THE HIGHWAY.
 CY0702
 CY0702                          STATION RECOVERY (1967)
 CY0702
 CY0702'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY0702'STATION IS LOCATED APPROX. 11.6 AIRMILES (SSE) OF SAFFORD.
 CY0702'36 AIRMILES (SW) OF CLIFTON, ARIZONA.
 CY0702'
 CY0702'TO REACH FROM U.S. 70 AND 666 GO (S) ON 666 FOR 7.3 MILES
 CY0702'TO PAVED ROAD RIGHT AND SIGN, SWIFT TRAIL, CONTINUE ON 666
 CY0702'4.6 MILES TO STATION (S) OF FENCE CORNER ON LEFT (E) SIDE
 CY0702'OF HIGHWAY.  AZIMUTH IS 0.3 MILE ON U.S. 666 FROM STATION.
 CY0702'
 CY0702'REFERENCE MARKS 1, 2, AND AZIMUTH MARK ALL RECOVERED IN GOOD
 CY0702'CONDITION.
 CY0702'
 CY0702'THE ARIZONA HWY DEPARTMENT MARKER DESCRIBED WAS NOT RECOVERED
 CY0702'AND IS BELIEVED DESTROYED.  A CONCRETE POST WITHOUT DISK WAS
 CY0702'IN AFORE MENTIONED POSITION.  THERE IS A ARIZONA HWY MARKER
 CY0702'DIRECTLY BEHIND THE FENCE CORNER POST NEAR STATION.  IT IS
 CY0702'NOT VISIBLE FROM STATION.
 CY0702'
 CY0702'CONDITION OF ALL MARKS EXCELLENT PLUS VIEW AS WELL.  DIRECTIONS
 CY0702'EXCEPT FROM 170 DEG - 325 DEG MAG AZ WHICH IS A MOUNTAIN
 CY0702'2-5 MILES DISTANT.
 CY0702
 CY0702                          STATION RECOVERY (1968)
 CY0702
 CY0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CY0702'STATION, REFERENCE AND AZIMUTH MARKS ALL RECOVERED IN GOOD
 CY0702'CONDITION.  ORIGINAL DESCRIPTION IS COMPLETELY ADEQUATE.
 CY0702
 CY0702                          STATION RECOVERY (1979)
 CY0702
 CY0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0702'11.9 MI SOUTH FROM SAFFORD.
 CY0702'11.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0702'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 109, 86 FEET EAST
 CY0702'OF THE CENTERLINE OF THE HIGHWAY, 113 FEET WEST OF THE RIGHT-OF-WAY
 CY0702'FENCE, 61 FEET SOUTHWEST OF ART RM 1, 48.5 FEET NORTH OF ART RM 2 AND
 CY0702'18 FEET SOUTH OF THE CENTERLINE OF A DIM TRACK ROAD LEADING EAST.
 CY0702'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CY0702'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0702
 CY0702                          STATION RECOVERY (1983)
 CY0702
 CY0702'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0702'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1945.
 CY0702'THE AZIMUTH MARK HAS BEEN DESTROYED BY CONSTRUCTION.
 CY0702'
 CY0702'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0702'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0702'TURN RIGHT AND TRAVEL SOUTH FOR 12.0 MILES ALONG U.S. 666 TO THE
 CY0702'STATION OF THE LEFT AT MILEPOST 109.1.  THE STATION IS 87 FEET
 CY0702'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET SOUTHEAST OF
 CY0702'THE WITNESS POST.
 CY0702
 CY0702                          STATION RECOVERY (2008)
 CY0702
 CY0702'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0704 ***********************************************************************
 CY0704  DESIGNATION -  ART RM 1
 CY0704  PID         -  CY0704
 CY0704  STATE/COUNTY-  AZ/GRAHAM
 CY0704  USGS QUAD   -  ARTESIA (1966)
 CY0704
 CY0704                         *CURRENT SURVEY CONTROL
 CY0704  ___________________________________________________________________
 CY0704* NAD 83(1992)-  32 39 55.63858(N)    109 42 05.67155(W)     NO CHECK  
 CY0704* NAVD 88     -      1061.711  (meters)    3483.30   (feet)  ADJUSTED  
 CY0704  ___________________________________________________________________
 CY0704  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 CY0704  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0704  DYNAMIC HT  -        1060.193 (meters)    3478.32  (feet)  COMP
 CY0704  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 CY0704
 CY0704  HORZ ORDER  -  THIRD
 CY0704  VERT ORDER  -  FIRST     CLASS II
 CY0704
 CY0704.The horizontal coordinates were established by classical geodetic methods
 CY0704.and adjusted by the National Geodetic Survey in August 1993.
 CY0704.No horizontal observational check was made to the station.
 CY0704
 CY0704.The orthometric height was determined by differential leveling
 CY0704.and adjusted in June 1991.
 CY0704
 CY0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0704
 CY0704.The geoid height was determined by GEOID03.
 CY0704
 CY0704.The dynamic height is computed by dividing the NAVD 88
 CY0704.geopotential number by the normal gravity value computed on the
 CY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0704.degrees latitude (g = 980.6199 gals.).
 CY0704
 CY0704.The modeled gravity was interpolated from observed gravity values.
 CY0704
 CY0704;                    North         East     Units Scale Factor Converg.
 CY0704;SPC AZ E     -   184,749.296   256,983.399   MT  0.99992346   +0 15 03.7
 CY0704;SPC AZ E     -   606,132.86    843,121.39   iFT  0.99992346   +0 15 03.7
 CY0704;UTM  12      - 3,614,944.945   621,753.479   MT  0.99978279   +0 42 03.2
 CY0704
 CY0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0704!SPC AZ E     -   0.99983753  x   0.99992346  =   0.99976101
 CY0704!UTM  12      -   0.99983753  x   0.99978279  =   0.99962036
 CY0704
 CY0704                          SUPERSEDED SURVEY CONTROL
 CY0704
 CY0704  NAD 83(1986)-  32 39 55.63317(N)    109 42 05.66628(W) AD(       ) 3
 CY0704  NGVD 29 (07/20/88) 1060.98   (m)         3480.9    (f) LEVELING    3  
 CY0704
 CY0704.Superseded values are not recommended for survey control.
 CY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0704.See file dsdata.txt to determine how the superseded data were derived.
 CY0704
 CY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2175314945(NAD 83)
 CY0704_MARKER: DR = REFERENCE MARK DISK
 CY0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0704_SP_SET: CONCRETE POST
 CY0704_STAMPING: ART NO 1 1945
 CY0704_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0704+STABILITY: SURFACE MOTION
 CY0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0704+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0704
 CY0704  HISTORY     - Date     Condition        Report By
 CY0704  HISTORY     - 1945     MONUMENTED       CGS
 CY0704  HISTORY     - 1979     GOOD             NGS
 CY0704  HISTORY     - 20081010 GOOD             GEOCAC
 CY0704
 CY0704                          STATION DESCRIPTION
 CY0704
 CY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0704'11.9 MI SOUTH FROM SAFFORD.
 CY0704'11.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0704'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 109, 140 FEET
 CY0704'EAST OF THE CENTERLINE OF THE HIGHWAY AND 61 FEET NORTHEAST OF
 CY0704'STATION ART.
 CY0704'THE MARK IS 60 FT  NE FROM A WITNESS POST.
 CY0704'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0704
 CY0704                          STATION RECOVERY (2008)
 CY0704
 CY0704'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0703 ***********************************************************************
 CY0703  DESIGNATION -  ART RM 2
 CY0703  PID         -  CY0703
 CY0703  STATE/COUNTY-  AZ/GRAHAM
 CY0703  USGS QUAD   -  ARTESIA (1966)
 CY0703
 CY0703                         *CURRENT SURVEY CONTROL
 CY0703  ___________________________________________________________________
 CY0703* NAD 83(1992)-  32 39 54.79866(N)    109 42 05.92752(W)     NO CHECK  
 CY0703* NAVD 88     -      1062.523  (meters)    3485.96   (feet)  ADJUSTED  
 CY0703  ___________________________________________________________________
 CY0703  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 CY0703  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0703  DYNAMIC HT  -        1061.003 (meters)    3480.97  (feet)  COMP
 CY0703  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 CY0703
 CY0703  HORZ ORDER  -  THIRD
 CY0703  VERT ORDER  -  FIRST     CLASS II
 CY0703
 CY0703.The horizontal coordinates were established by classical geodetic methods
 CY0703.and adjusted by the National Geodetic Survey in August 1993.
 CY0703.No horizontal observational check was made to the station.
 CY0703
 CY0703.The orthometric height was determined by differential leveling
 CY0703.and adjusted in June 1991.
 CY0703
 CY0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0703
 CY0703.The geoid height was determined by GEOID03.
 CY0703
 CY0703.The dynamic height is computed by dividing the NAVD 88
 CY0703.geopotential number by the normal gravity value computed on the
 CY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0703.degrees latitude (g = 980.6199 gals.).
 CY0703
 CY0703.The modeled gravity was interpolated from observed gravity values.
 CY0703
 CY0703;                    North         East     Units Scale Factor Converg.
 CY0703;SPC AZ E     -   184,723.395   256,976.843   MT  0.99992345   +0 15 03.6
 CY0703;SPC AZ E     -   606,047.88    843,099.88   iFT  0.99992345   +0 15 03.6
 CY0703;UTM  12      - 3,614,918.997   621,747.128   MT  0.99978277   +0 42 03.0
 CY0703
 CY0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0703!SPC AZ E     -   0.99983741  x   0.99992345  =   0.99976087
 CY0703!UTM  12      -   0.99983741  x   0.99978277  =   0.99962021
 CY0703
 CY0703                          SUPERSEDED SURVEY CONTROL
 CY0703
 CY0703  NAD 83(1986)-  32 39 54.79327(N)    109 42 05.92218(W) AD(       ) 3
 CY0703  NGVD 29 (07/20/88) 1061.79   (m)         3483.6    (f) LEVELING    3  
 CY0703
 CY0703.Superseded values are not recommended for survey control.
 CY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0703.See file dsdata.txt to determine how the superseded data were derived.
 CY0703
 CY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2174714919(NAD 83)
 CY0703_MARKER: DR = REFERENCE MARK DISK
 CY0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0703_SP_SET: CONCRETE POST
 CY0703_STAMPING: ART NO 2 1945
 CY0703_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0703+STABILITY: SURFACE MOTION
 CY0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0703+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0703
 CY0703  HISTORY     - Date     Condition        Report By
 CY0703  HISTORY     - 1945     MONUMENTED       CGS
 CY0703  HISTORY     - 1979     GOOD             NGS
 CY0703  HISTORY     - 20081010 GOOD             GEOCAC
 CY0703
 CY0703                          STATION DESCRIPTION
 CY0703
 CY0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0703'11.9 MI SOUTH FROM SAFFORD.
 CY0703'11.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0703'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 109, 99 FEET EAST
 CY0703'OF THE CENTERLINE OF THE HIGHWAY AND 48.5 FEET SOUTH OF STATION ART.
 CY0703'THE MARK IS 48 FT  S FROM A WITNESS POST.
 CY0703'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0703
 CY0703                          STATION RECOVERY (2008)
 CY0703
 CY0703'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1142 ***********************************************************************
 CG1142  DESIGNATION -  ARTESIA
 CG1142  PID         -  CG1142
 CG1142  STATE/COUNTY-  AZ/PIMA
 CG1142  USGS QUAD   -  SELLS EAST (1982)
 CG1142
 CG1142                         *CURRENT SURVEY CONTROL
 CG1142  ___________________________________________________________________
 CG1142* NAD 83(1992)-  31 54 25.01648(N)    111 48 16.24509(W)     ADJUSTED  
 CG1142* NAVD 88     -       778.     (meters)    2552.     (feet)  SCALED    
 CG1142  ___________________________________________________________________
 CG1142  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CG1142  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG1142  HORZ ORDER  -  SECOND
 CG1142
 CG1142.The horizontal coordinates were established by classical geodetic methods
 CG1142.and adjusted by the National Geodetic Survey in August 1993.
 CG1142
 CG1142.The orthometric height was scaled from a topographic map.
 CG1142
 CG1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1142
 CG1142.The geoid height was determined by GEOID03.
 CG1142
 CG1142;                    North         East     Units Scale Factor Converg.
 CG1142;SPC AZ C     -   100,555.492   223,967.428   MT  0.99990139   +0 03 33.4
 CG1142;SPC AZ C     -   329,906.47    734,801.27   iFT  0.99990139   +0 03 33.4
 CG1142;UTM  12      - 3,530,404.050   423,931.736   MT  0.99967136   -0 25 30.9
 CG1142
 CG1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1142!SPC AZ C     -   0.99988270  x   0.99990139  =   0.99978410
 CG1142!UTM  12      -   0.99988270  x   0.99967136  =   0.99955410
 CG1142
 CG1142|---------------------------------------------------------------------|
 CG1142| PID    Reference Object                     Distance      Geod. Az  |
 CG1142|                                                           dddmmss.s |
 CG1142| CH4245 ARTESIA RM 1                         13.997 METERS 17228     |
 CG1142| CH4246 ARTESIA RM 2                          6.737 METERS 27043     |
 CG1142| CG0630 E 38                                               3022953.9 |
 CG1142|---------------------------------------------------------------------|
 CG1142
 CG1142                          SUPERSEDED SURVEY CONTROL
 CG1142
 CG1142  NAD 83(1986)-  31 54 25.00981(N)    111 48 16.24393(W) AD(       ) 2
 CG1142  NAD 27      -  31 54 24.73700(N)    111 48 13.80500(W) AD(       ) 2
 CG1142
 CG1142.Superseded values are not recommended for survey control.
 CG1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1142.See file dsdata.txt to determine how the superseded data were derived.
 CG1142
 CG1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA2393230404(NAD 83)
 CG1142_MARKER: DS = TRIANGULATION STATION DISK
 CG1142_SETTING: 66 = SET IN ROCK OUTCROP
 CG1142
 CG1142  HISTORY     - Date     Condition        Report By
 CG1142  HISTORY     - 1936     MONUMENTED       CGS
 CG1142  HISTORY     - 1979     GOOD             AZDT
 CG1142
 CG1142                          STATION DESCRIPTION
 CG1142
 CG1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1142'ON THE HIGHEST POINT OF A LONE ROCKY HILL, WHICH IS THE HIGHEST
 CG1142'ONE OF TWO LONE SMALL HILLS LYING TO THE NORTHEAST OF THE MAIN
 CG1142'ARTESIA RANGE OF LOW MOUNTAINS.  ABOUT 5.0 MILES, AIR LINE,
 CG1142'EAST OF THE VILLAGE OF SELLS.  ABOUT 1.5 MILES SOUTH OF THE
 CG1142'TUCSON-AJO HIGHWAY.  MARKED BY A STANDARD BRONZE DISK.
 CG1142'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1142'REFERENCE DISK, IS 13.997 METERS (45.92 FEET) FROM
 CG1142'STATION S 07 DEG 32 MIN E. REFERENCE MARK NO. 2, A
 CG1142'STANDARD BRONZE REFERENCE DISK, IS 6.737 METERS
 CG1142'(22.10 FEET) FROM STATION N 89 DEG 17 M W. THE AZIMUTH
 CG1142'MARK, A STANDARD U.S.  COAST AND GEODETIC SURVEY LEVEL BENCH
 CG1142'MARK DISK SET IN THE TOP OF AN 8-INCH CONCRETE POST, AND
 CG1142'STAMPED E 38 1933, IS ON THE TUCSON-AJO ROAD, 3.7 MILES
 CG1142'NORTHEAST OF SELLS, 50 FEET SOUTH OF CENTER OF THE HIGHWAY,
 CG1142'AND ABOUT 1.1 MILES FROM STATION N 57 DEG 30 M W.
 CG1142
 CG1142                          STATION RECOVERY (1979)
 CG1142
 CG1142'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CG1142'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 CG1142'RECOVERED AS DESCRIBED.  A NEW ROUTE TO STATION FOLLOWS.
 CG1142'
 CG1142'TO REACH THE STATION FROM THE BABOQUIVARI HIGH SCHOOL IN EASTERN SELLS
 CG1142'TRAVEL EAST FOR 4.05 MILES TO A PAVED ROAD ON THE RIGHT AND A SIGN AL
 CG1142'CUKSON.  TURN RIGHT AND TRAVEL 1 MILE TO AN INTERSECTION, TURN RIGHT
 CG1142'ON A BLADED ROAD AND TRAVEL 0.6 MILE TO END OF TRUCK TRAVEL.  PACK TO
 CG1142'THE TOP OF THE LOW HILL TO THE SOUTH AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1071 ***********************************************************************
 ET1071  DESIGNATION -  ARTILLERY PEAK
 ET1071  PID         -  ET1071
 ET1071  STATE/COUNTY-  AZ/MOHAVE
 ET1071  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET1071
 ET1071                         *CURRENT SURVEY CONTROL
 ET1071  ___________________________________________________________________
 ET1071* NAD 83(1992)-  34 22 12.02229(N)    113 34 52.38780(W)     ADJUSTED  
 ET1071* NAVD 88     -              **(meters)            **(feet)            
 ET1071  ___________________________________________________________________
 ET1071  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ET1071  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET1071  HORZ ORDER  -  THIRD
 ET1071
 ET1071.The horizontal coordinates were established by classical geodetic methods
 ET1071.and adjusted by the National Geodetic Survey in August 1993.
 ET1071
 ET1071
 ET1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1071
 ET1071.The geoid height was determined by GEOID03.
 ET1071
 ET1071;                    North         East     Units Scale Factor Converg.
 ET1071;SPC AZ W     -   373,718.320   228,883.853   MT  0.99993630   +0 05 43.0
 ET1071;SPC AZ W     - 1,226,109.97    750,931.28   iFT  0.99993630   +0 05 43.0
 ET1071;UTM  12      - 3,806,202.354   262,639.178   MT  1.00029452   -1 27 28.3
 ET1071
 ET1071                          SUPERSEDED SURVEY CONTROL
 ET1071
 ET1071  NAD 83(1986)-  34 22 12.02092(N)    113 34 52.39557(W) AD(       ) 4
 ET1071  NAD 27      -  34 22 11.94300(N)    113 34 49.61700(W) AD(       ) 3
 ET1071
 ET1071.Superseded values are not recommended for survey control.
 ET1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1071.See file dsdata.txt to determine how the superseded data were derived.
 ET1071
 ET1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6263906202(NAD 83)
 ET1071_MARKER: 03 = MOUNTAIN PEAK
 ET1071
 ET1071  HISTORY     - Date     Condition        Report By
 ET1071  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1071
 ET1071                          STATION DESCRIPTION
 ET1071
 ET1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1071'STATION IS LOCATED ABOUT 38 MILES NORTH OF WENDEN, 6 MILES
 ET1071'NORTH OF ALAMO CROSSING, IN THE SOUTHERN PART OF THE RAWHIDE
 ET1071'MOUNTAINS.  IT IS A ROUND-POINTED PEAK OF VOLCANIC ROCK AND
 ET1071'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  THE HIGHEST
 ET1071'POINT OF THE PEAK WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1833 ***********************************************************************
 DU1833  DESIGNATION -  ASBESTOS
 DU1833  PID         -  DU1833
 DU1833  STATE/COUNTY-  AZ/GILA
 DU1833  USGS QUAD   -  AZTEC PEAK (1986)
 DU1833
 DU1833                         *CURRENT SURVEY CONTROL
 DU1833  ___________________________________________________________________
 DU1833* NAD 83(1992)-  33 45 46.74299(N)    110 56 59.62247(W)     ADJUSTED  
 DU1833* NAVD 88     -      2028.2    (meters)    6654.     (feet)  VERTCON   
 DU1833  ___________________________________________________________________
 DU1833  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 DU1833  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DU1833  HORZ ORDER  -  THIRD
 DU1833
 DU1833.The horizontal coordinates were established by classical geodetic methods
 DU1833.and adjusted by the National Geodetic Survey in August 1993.
 DU1833
 DU1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1833
 DU1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1833
 DU1833.The geoid height was determined by GEOID03.
 DU1833
 DU1833;                    North         East     Units Scale Factor Converg.
 DU1833;SPC AZ E     -   306,642.230   140,807.645   MT  0.99996487   -0 26 07.1
 DU1833;SPC AZ E     - 1,006,044.06    461,967.34   iFT  0.99996487   -0 26 07.1
 DU1833;UTM  12      - 3,735,877.766   504,639.888   MT  0.99960027   +0 01 40.2
 DU1833
 DU1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1833!SPC AZ E     -   0.99968590  x   0.99996487  =   0.99965079
 DU1833!UTM  12      -   0.99968590  x   0.99960027  =   0.99928630
 DU1833
 DU1833:                Primary Azimuth Mark                     Grid Az
 DU1833:SPC AZ E     -  WILLOW                                   206 09 22.5
 DU1833:UTM  12      -  WILLOW                                   205 41 35.2
 DU1833
 DU1833|---------------------------------------------------------------------|
 DU1833| PID    Reference Object                     Distance      Geod. Az  |
 DU1833|                                                           dddmmss.s |
 DU1833| DU2016 WILLOW                              APPROX. 6.1 KM 2054315.4 |
 DU1833| DU1852 2 JDB                                 4.322 METERS 28915     |
 DU1833|---------------------------------------------------------------------|
 DU1833
 DU1833                          SUPERSEDED SURVEY CONTROL
 DU1833
 DU1833  NAD 83(1986)-  33 45 46.73901(N)    110 56 59.62090(W) AD(       ) 3
 DU1833  NGVD 29 (09/20/88) 2027.5    (m)         6652.     (f) VERT ANG    3  
 DU1833
 DU1833.Superseded values are not recommended for survey control.
 DU1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1833.See file dsdata.txt to determine how the superseded data were derived.
 DU1833
 DU1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0464035878(NAD 83)
 DU1833_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU1833_SETTING: 80 = SET IN A BOULDER
 DU1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1833+STABILITY: SURFACE MOTION
 DU1833
 DU1833  HISTORY     - Date     Condition        Report By
 DU1833  HISTORY     - 1948     MONUMENTED       USGS
 DU1833  HISTORY     - 1963     GOOD             USGS
 DU1833
 DU1833                          STATION DESCRIPTION
 DU1833
 DU1833'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DU1833'LOCATED ABOUT 27 MI NNW. OF GLOBE, 13.5 MI ENE. OF ROOSEVELT DAM.
 DU1833'ON TOP OF SMALL, WHITE, CONICAL PEAK.
 DU1833'
 DU1833'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.2 MI W. ON U.S. HWY. 60.
 DU1833'TURN RIGHT ON APACHE TRAIL RD. 14.9 MI TO RD. FORKS.  TAKE RIGHT
 DU1833'FORK TOWARD YOUNG 4.4 MI TO SALT RIVER BRIDGE, CONTINUE 9.1 MI TO
 DU1833'RD. FORKS JUST AFTER CROSSING CATTLEGUARD, CONTINUE STRAIGHT
 DU1833'AHEAD ON MAIN RD. 6.8 MI TO SIDE RD. TO RIGHT AND SIGN
 DU1833'POCKET CREEK DAM-ASBESTOS 2.  TURN RIGHT FOLLOWING NARROW STEEP
 DU1833'RD. 2.4 MI E. TO ASBESTOS MINE (SEVERAL ABANDONED SHACKS) AT TOP
 DU1833'OF SADDLE OVERLOOKING SALT RIVER VALLEY AND END OF TRUCK TRAVEL.
 DU1833'PACK W. TO SUMMIT AND STATION.  A 15-MINUTE PACK.
 DU1833'
 DU1833'STATION MARK--USFS DISK STAMPED---ASBESTOS---, CEMENTED IN ROCK.
 DU1833'
 DU1833'BM 2 JDB--STANDARD BM TABLET STAMPED---2 JDB 1947 6651---.
 DU1833
 DU1833                          STATION RECOVERY (1963)
 DU1833
 DU1833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1833'RECOVERED AS DESCRIBED BY USGS AND USFS.  ALL MARKS IN GOOD
 DU1833'CONDITION.
 DU1833'
 DU1833'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0216 ***********************************************************************
 ET0216  DESIGNATION -  ASH
 ET0216  PID         -  ET0216
 ET0216  STATE/COUNTY-  AZ/YAVAPAI
 ET0216  USGS QUAD   -  ESTLER PEAK (1974)
 ET0216
 ET0216                         *CURRENT SURVEY CONTROL
 ET0216  ___________________________________________________________________
 ET0216* NAD 83(1992)-  34 23 36.60205(N)    112 05 00.00967(W)     ADJUSTED  
 ET0216* NAVD 88     -      1182.56   (+/-2cm)    3879.8    (feet)  VERTCON   
 ET0216  ___________________________________________________________________
 ET0216  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET0216  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0216  HORZ ORDER  -  SECOND
 ET0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0216
 ET0216.The horizontal coordinates were established by classical geodetic methods
 ET0216.and adjusted by the National Geodetic Survey in August 1993.
 ET0216
 ET0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0216.The vertical order pertains to the NGVD 29 superseded value.
 ET0216
 ET0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0216
 ET0216.The geoid height was determined by GEOID03.
 ET0216
 ET0216;                    North         East     Units Scale Factor Converg.
 ET0216;SPC AZ C     -   376,311.499   198,035.176   MT  0.99990289   -0 05 38.9
 ET0216;SPC AZ C     - 1,234,617.78    649,721.71   iFT  0.99990289   -0 05 38.9
 ET0216;UTM  12      - 3,806,319.773   400,417.772   MT  0.99972223   -0 36 43.2
 ET0216
 ET0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0216!SPC AZ C     -   0.99981857  x   0.99990289  =   0.99972147
 ET0216!UTM  12      -   0.99981857  x   0.99972223  =   0.99954085
 ET0216
 ET0216|---------------------------------------------------------------------|
 ET0216| PID    Reference Object                     Distance      Geod. Az  |
 ET0216|                                                           dddmmss.s |
 ET0216| ET0215 ASH RM 1                              9.532 METERS 01457     |
 ET0216| ET0220 BEN                                 APPROX. 2.5 KM 2301953.8 |
 ET0216| ET0217 ASH RM 2                              9.808 METERS 30819     |
 ET0216|---------------------------------------------------------------------|
 ET0216
 ET0216                          SUPERSEDED SURVEY CONTROL
 ET0216
 ET0216  NAD 83(1986)-  34 23 36.59673(N)    112 05 00.00886(W) AD(       ) 2
 ET0216  NAD 27      -  34 23 36.50040(N)    112 04 57.44260(W) AD(       ) 2
 ET0216  NGVD 29 (??/??/92) 1181.854  (m)         3877.47   (f) ADJ UNCH    2 0
 ET0216
 ET0216.Superseded values are not recommended for survey control.
 ET0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0216.See file dsdata.txt to determine how the superseded data were derived.
 ET0216
 ET0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0041806320(NAD 83)
 ET0216_MARKER: DS = TRIANGULATION STATION DISK
 ET0216_SETTING: 80 = SET IN A BOULDER
 ET0216_SP_SET: BOULDER
 ET0216_STAMPING: ASH 1958
 ET0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0216+STABILITY: SURFACE MOTION
 ET0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0216+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0216
 ET0216  HISTORY     - Date     Condition        Report By
 ET0216  HISTORY     - 1958     MONUMENTED       CGS
 ET0216  HISTORY     - 1959     GOOD             CGS
 ET0216  HISTORY     - 1969     GOOD             USGS
 ET0216  HISTORY     - 1971     GOOD             NGS
 ET0216  HISTORY     - 1974     GOOD             NGS
 ET0216  HISTORY     - 20080613 GOOD             GEOCAC
 ET0216
 ET0216                          STATION DESCRIPTION
 ET0216
 ET0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0216'24.5 MI N FROM BLACK CANYON.
 ET0216'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0216'CANYON, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 79 TO THE SOUTH END
 ET0216'OF A HIGHWAY CUT, FROM HERE GO NORTHWESTERLY TO THE HIGHEST PART OF
 ET0216'THE RIDGE AND THE STATION, 5.5 FEET NORTH OF THE WITNESS POST,
 ET0216'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 ET0216
 ET0216                          STATION RECOVERY (1959)
 ET0216
 ET0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0216'THE STATION IS LOCATED ABOUT 400 FEET WEST OF ARIZONA STATE
 ET0216'HIGHWAY 79, ON THE EAST END AND HIGHEST PART OF A LOW EAST-WEST
 ET0216'RIDGE.  IT IS 5 MILES NORTH OF CORDES JUNCTION AND 6 MILES
 ET0216'WEST OF DUGAS.
 ET0216'
 ET0216'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON ARIZONA
 ET0216'STATE HIGHWAY 79 FOR 5.3 MILES TO THE SOUTH END OF A HIGHWAY
 ET0216'CUT ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY
 ET0216'TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 ET0216'
 ET0216'THE STATION MARK IS A STANDARD DISK STAMPED ASH 1958, SET IN
 ET0216'A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS 5.5
 ET0216'FEET NORTH OF A WITNESS POST.
 ET0216'
 ET0216'R.M. 1 IS A STANDARD DISK STAMPED ASH NO 1 1958, SET IN A
 ET0216'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES AND IS 36.7 FEET
 ET0216'NORTH OF THE WITNESS POST.
 ET0216'
 ET0216'R.M. 2 IS A STANDARD DISK STAMPED ASH NO 2 1958, SET IN A DRILL
 ET0216'HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 33.6 FEET
 ET0216'NORTHWEST OF THE WITNESS POST.
 ET0216'
 ET0216'TRIANGULATION STATION BEN MAY BE USED AS AN AZIMUTH MARK.
 ET0216'(SEE DESCRIPTION THEREOF.)
 ET0216
 ET0216                          STATION RECOVERY (1969)
 ET0216
 ET0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET0216'NO TEXT AVAILABLE.
 ET0216
 ET0216                          STATION RECOVERY (1971)
 ET0216
 ET0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ET0216'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BEN 1958 WHICH SERVES
 ET0216'FOR AN AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 ET0216'
 ET0216'TO REACH THE STATION FROM CORDS JUNCTION GO NORTH ALONG I-17 FOR
 ET0216'5.5 MILES TO A SMALL HILL ON THE LEFT AND THE STATION ON TOP.
 ET0216'
 ET0216'1958 DISTANCES TO REFERENCE MARKS WAS USED.
 ET0216'
 ET0216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES NORTH
 ET0216'OF CORDS JUNCTION.
 ET0216
 ET0216                          STATION RECOVERY (1974)
 ET0216
 ET0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RTR)
 ET0216'THE STATION IS LOCATED 539 FEET WEST OF THE NORTHBOUND LANES OF
 ET0216'INTERSTATE 17.  IT IS 5 MILES NORTH OF CORDES JUNCTION AND 6 MILES
 ET0216'WEST OF DUGAS.
 ET0216'
 ET0216'TO REACH FROM CORDES JUNCTION ( INTERSECTION STATE HIGHWAY 69 AND
 ET0216'INTERSTATE 17, GO NORTH ON INTERSTATE 17 FOR 5.4 MILES.  THE STATION
 ET0216'IS 539 FEET WEST OF THE NORTH BOUND LANES AND ON THE HIGHEST PART
 ET0216'OF THE RIDGE.
 ET0216'
 ET0216'THE TWO REFERENCE MARKS AND STATION MARK ARE ALL IN GOOD CONDITION
 ET0216'AND AS PREVIOUSLY DESCRIBED IN THE 1959 COAST DESCRIPTION.
 ET0216'
 ET0216'DISTANCE AND DIRECTION CORDES JUNCTION, 5.4 MILES N.
 ET0216
 ET0216                          STATION RECOVERY (2008)
 ET0216
 ET0216'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0216'RECOVERED STATION MARK , REFERENCE MARK 1, AND REFERENCE MARK 2 IN
 ET0216'GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1779 ***********************************************************************
 CZ1779  DESIGNATION -  ASH
 CZ1779  PID         -  CZ1779
 CZ1779  STATE/COUNTY-  AZ/GRAHAM
 CZ1779  USGS QUAD   -  THE MESAS (1985)
 CZ1779
 CZ1779                         *CURRENT SURVEY CONTROL
 CZ1779  ___________________________________________________________________
 CZ1779* NAD 83(1992)-  32 26 39.77362(N)    110 13 07.58363(W)     ADJUSTED  
 CZ1779* NAVD 88     -      1880.6    (meters)    6170.     (feet)  VERTCON   
 CZ1779  ___________________________________________________________________
 CZ1779  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CZ1779  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CZ1779  HORZ ORDER  -  FIRST
 CZ1779
 CZ1779.The horizontal coordinates were established by classical geodetic methods
 CZ1779.and adjusted by the National Geodetic Survey in August 1993.
 CZ1779
 CZ1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1779
 CZ1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1779
 CZ1779.The geoid height was determined by GEOID03.
 CZ1779
 CZ1779;                    North         East     Units Scale Factor Converg.
 CZ1779;SPC AZ E     -   160,141.076   208,460.672   MT  0.99990030   -0 01 40.6
 CZ1779;SPC AZ E     -   525,397.23    683,926.09   iFT  0.99990030   -0 01 40.6
 CZ1779;UTM  12      - 3,589,962.359   573,433.901   MT  0.99966650   +0 25 08.9
 CZ1779
 CZ1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1779!SPC AZ E     -   0.99970909  x   0.99990030  =   0.99960942
 CZ1779!UTM  12      -   0.99970909  x   0.99966650  =   0.99937568
 CZ1779
 CZ1779|---------------------------------------------------------------------|
 CZ1779| PID    Reference Object                     Distance      Geod. Az  |
 CZ1779|                                                           dddmmss.s |
 CZ1779| CC5984 ASH RM 1                             15.190 METERS 02414     |
 CZ1779| CC5983 ASH AZ MK                                          0292047.8 |
 CZ1779| CC5985 ASH RM 2                              9.465 METERS 29704     |
 CZ1779|---------------------------------------------------------------------|
 CZ1779
 CZ1779                          SUPERSEDED SURVEY CONTROL
 CZ1779
 CZ1779  NAD 83(1986)-  32 26 39.77056(N)    110 13 07.58280(W) AD(       ) 1
 CZ1779  NAD 27      -  32 26 39.50700(N)    110 13 05.28100(W) AD(       ) 1
 CZ1779  NGVD 29 (07/19/86) 1879.7    (m)         6167.     (f) VERT ANG    3  
 CZ1779
 CZ1779.Superseded values are not recommended for survey control.
 CZ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1779.See file dsdata.txt to determine how the superseded data were derived.
 CZ1779
 CZ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA7343489962(NAD 83)
 CZ1779_MARKER: DS = TRIANGULATION STATION DISK
 CZ1779_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1779_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1779
 CZ1779  HISTORY     - Date     Condition        Report By
 CZ1779  HISTORY     - 1946     MONUMENTED       CGS
 CZ1779
 CZ1779                          STATION DESCRIPTION
 CZ1779
 CZ1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1779'THE STATION IS LOCATED AT THE HEAD OF THE S FORK OF ASH
 CZ1779'CREEK, ON WHAT IS KNOWN AS SADDLE MOUNTAIN.  IN APPROXIMATE
 CZ1779'AIRLINE DISTANCES IT IS LOCATED 15 MILES WSW OF BONITA AND
 CZ1779'26 MILES NW OF WILLCOX.
 CZ1779'
 CZ1779'TO REACH THE STATION FROM THE GENERAL STORE IN BONITA, GO
 CZ1779'S 0.3 MILE TO FORK AT SCHOOLHOUSE, TAKE RIGHT FORK AND FOLLOW
 CZ1779'MAIN TRAVELED ROAD FOR 7.45 MILES TO CROSS ROAD, TURN LEFT AND GO
 CZ1779'3 MILES TO T-INTERSECTION.  HERE TURN RIGHT AND CONTINUE
 CZ1779'ON THE MAIN ROAD 3.75 MILES TO A WINDMILL ON THE LEFT, THENCE
 CZ1779'CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A FORK AFTER CROSSING
 CZ1779'CATTLE GUARD, KEEP LEFT FORK AND GO 0.7 MILE TO FORK AND LONE
 CZ1779'MAIL BOX.  TAKE RIGHT FORK AND GO 0.4 MILE TO CATTLE GUARD.
 CZ1779'CROSS CATTLE GUARD AND CONTINUE FOR 0.2 MILE TO FORK AND
 CZ1779'SMALL SIGN.  HERE TAKE LEFT FORK LEAVING MAIN ROAD AND
 CZ1779'FOLLOWING TRACK ROAD FOR 0.8 MILE TO WIRE GATE, PASS
 CZ1779'THROUGH GATE AND CONTINUE FOR 0.2 MILE TO A FORK, KEEP
 CZ1779'LEFT FORK AND GO 0.2 MILE TO FORK AND SIGN ON TREE
 CZ1779'PROPERTY OF SIERRA BONITA RANCH.  HERE TAKE LEFT FORK AND GO
 CZ1779'0.4 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE FOR
 CZ1779'1.95 MILES TO WIRE GATE, PASS THROUGH GATE AND CONTINUE
 CZ1779'FOR 0.55 MILE TO A DIRT TANK AND END OF TRUCK TRAVEL.  FROM
 CZ1779'HERE THE STATION IS BACK OF THE HILL THAT BEARS 175
 CZ1779'DEG MAGNETIC AND IS BEST REACHED BY CROSSING DAM AND
 CZ1779'CONTINUING STRAIGHT AHEAD CROSS CLEARING WHERE A CATTLE TRAIL
 CZ1779'IS VISIBLE, FOLLOW THE TRAIL,BEARING  LEFT AND S FOR 1/2 MILE
 CZ1779'TO LOW SADDLE.  HERE TURN RIGHT AND UP STEEL SLOPE AND HIGHEST
 CZ1779'POINT TO AZIMUTH MARK.  FROM HERE STATION IS 1/4 MILE SW ON NEXT
 CZ1779'HILL SEPARATED BY SADDLE.
 CZ1779'
 CZ1779'THE STATION MARK IS A BRONZE STATION DISK, STAMPED ASH 1946,
 CZ1779'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 CZ1779'4 INCHES ABOVE GROUND.  IT IS LOCATED 18-1/2 FEET NE OF HIGHEST
 CZ1779'POINT AND 6-FOOT ROCK CAIRN AND POLE TARGET.
 CZ1779'
 CZ1779'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED ASH NO 1
 CZ1779'1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 CZ1779'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 2-1/2 FEET LOWER
 CZ1779'THAN STATION AND BEARS NNE OF STATION.
 CZ1779'
 CZ1779'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED ASH
 CZ1779'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ1779'THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 CZ1779'LOWER THAN STATION AND BEARS WNW OF STATION.
 CZ1779'
 CZ1779'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED ASH 1946,
 CZ1779'AND SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 24 INCHES
 CZ1779'ABOVE THE GROUND.  IT IS 18 PACES NE OF THE HIGHEST POINT AND
 CZ1779'1/4 MILE NNE OF STATION.
 CZ1779'
 CZ1779'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0842 ***********************************************************************
 ES0842  DESIGNATION -  ASH
 ES0842  PID         -  ES0842
 ES0842  STATE/COUNTY-  AZ/GILA
 ES0842  USGS QUAD   -  PAYSON NORTH (1973)
 ES0842
 ES0842                         *CURRENT SURVEY CONTROL
 ES0842  ___________________________________________________________________
 ES0842* NAD 83(1992)-  34 16 51.61771(N)    111 19 12.11749(W)     ADJUSTED  
 ES0842* NAVD 88     -      1600.3    (meters)    5250.     (feet)  VERTCON   
 ES0842  ___________________________________________________________________
 ES0842  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 ES0842  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 ES0842  HORZ ORDER  -  SECOND
 ES0842
 ES0842.The horizontal coordinates were established by classical geodetic methods
 ES0842.and adjusted by the National Geodetic Survey in August 1993.
 ES0842
 ES0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0842
 ES0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0842
 ES0842.The geoid height was determined by GEOID03.
 ES0842
 ES0842;                    North         East     Units Scale Factor Converg.
 ES0842;SPC AZ E     -   364,423.257   107,166.655   MT  1.00003896   -0 38 58.9
 ES0842;SPC AZ E     - 1,195,614.36    351,596.64   iFT  1.00003896   -0 38 58.9
 ES0842;UTM  12      - 3,793,360.297   470,543.297   MT  0.99961070   -0 10 48.9
 ES0842
 ES0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0842!SPC AZ E     -   0.99975282  x   1.00003896  =   0.99979177
 ES0842!UTM  12      -   0.99975282  x   0.99961070  =   0.99936361
 ES0842
 ES0842|---------------------------------------------------------------------|
 ES0842| PID    Reference Object                     Distance      Geod. Az  |
 ES0842|                                                           dddmmss.s |
 ES0842| DZ1279 ASH RM 1                             10.893 METERS 11005     |
 ES0842| ES0880 SYCAMORE                            APPROX. 8.4 KM 2942945.0 |
 ES0842| DZ1278 ASH RM 2                              8.959 METERS 31928     |
 ES0842|---------------------------------------------------------------------|
 ES0842
 ES0842                          SUPERSEDED SURVEY CONTROL
 ES0842
 ES0842  NAD 83(1986)-  34 16 51.60963(N)    111 19 12.12202(W) AD(       ) 2
 ES0842  NGVD 29 (07/10/87) 1599.6    (m)         5248.     (f) VERT ANG    3  
 ES0842
 ES0842.Superseded values are not recommended for survey control.
 ES0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0842.See file dsdata.txt to determine how the superseded data were derived.
 ES0842
 ES0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7054393360(NAD 83)
 ES0842_MARKER: DS = TRIANGULATION STATION DISK
 ES0842_SETTING: 66 = SET IN ROCK OUTCROP
 ES0842_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0842+STABILITY: POSITION/ELEVATION WELL
 ES0842
 ES0842  HISTORY     - Date     Condition        Report By
 ES0842  HISTORY     - 1981     MONUMENTED       AZDT
 ES0842
 ES0842                          STATION DESCRIPTION
 ES0842
 ES0842'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0842'THE STATION IS LOCATED 3 MILES NORTH OF PAYSON AND ABOUT 1500 FEET
 ES0842'NORTHEAST OF ARIZONA HIGHWAY 87 ON THE SOUTH RIM OF HUSTON MESA.
 ES0842'
 ES0842'THE STATION MARK IS AN AZDT DISK STAMPED---ASH 1981---SET IN A
 ES0842'DRILL HOLE IN BEDROCK 7 FEET NORTH OF A CAIRN.
 ES0842'
 ES0842'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ASH RM 1 1981---SET IN
 ES0842'A DRILL HOLE IN BEDROCK.
 ES0842'
 ES0842'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ASH RM 2 1981---SET IN
 ES0842'A DRILL HOLE IN BEDROCK.
 ES0842'
 ES0842'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG
 ES0842'MAIN STREET FOR 0.6 MILE TO A TRAFFIC LIGHT AT JUNCTION OF ARIZONA
 ES0842'HIGHWAY 87.  TURN LEFT AND TRAVEL NORTH FOR 0.7 MILE TO JUNCTION WITH
 ES0842'SR 260, CONTINUE NORTH ALONG SR 87 FOR 2.0 MILES TO HUSTON MESA ROAD
 ES0842'ON THE RIGHT.  TURN RIGHT FOR 0.7 MILE TO SUMMIT, MAKE A SHARP LEFT
 ES0842'TURN ON VERY ROUGH ROAD AND TRAVEL 1.0 MILE TO TWO STEEL TANKS ON THE
 ES0842'RIGHT, CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A FENCE CORNER AND A
 ES0842'CORRAL ON THE LEFT, CONTINUE ON TRACK ROAD FOR 0.1 MILE TO END OF
 ES0842'TRUCK TRAVEL.  PACK WEST UP THE SLOPE FOR ABOUT 1100 FEET TO THE CREST
 ES0842'OF THE MESA, BEAR LEFT DOWN GRADE FOR ABOUT 300 FEET TO AN EXPOSED RIM
 ES0842'OF BEDROCK AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1156 ***********************************************************************
 CG1156  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1156  DESIGNATION -  ASH
 CG1156  PID         -  CG1156
 CG1156  STATE/COUNTY-  AZ/COCHISE
 CG1156  USGS QUAD   -  NICKSVILLE (1983)
 CG1156
 CG1156                         *CURRENT SURVEY CONTROL
 CG1156  ___________________________________________________________________
 CG1156* NAD 83(2007)-  31 23 34.05547(N)    110 13 57.62257(W)     ADJUSTED  
 CG1156* NAVD 88     -      1540.27   (meters)    5053.4    (feet)  GPS OBS   
 CG1156  ___________________________________________________________________
 CG1156  EPOCH DATE  -        2007.00
 CG1156  X           -  -1,885,042.091 (meters)                     COMP
 CG1156  Y           -  -5,114,392.655 (meters)                     COMP
 CG1156  Z           -   3,303,933.824 (meters)                     COMP
 CG1156  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 CG1156  ELLIP HEIGHT-        1512.307 (meters)          (02/10/07) ADJUSTED
 CG1156  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG1156
 CG1156  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1156  Type    PID    Designation                      North   East  Ellip
 CG1156  -------------------------------------------------------------------
 CG1156  NETWORK CG1156 ASH                               1.72   1.43   4.61
 CG1156  -------------------------------------------------------------------
 CG1156
 CG1156.The horizontal coordinates were established by GPS observations
 CG1156.and adjusted by the National Geodetic Survey in February 2007.
 CG1156
 CG1156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1156.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1156.The horizontal coordinates are valid at the epoch date displayed above.
 CG1156.The epoch date for horizontal control is a decimal equivalence
 CG1156.of Year/Month/Day.
 CG1156
 CG1156.The orthometric height was determined by GPS observations and a
 CG1156.high-resolution geoid model.
 CG1156.The orthometric height was determined by GPS observations and a
 CG1156.high-resolution geoid model using precise GPS observation and
 CG1156.processing techniques.
 CG1156
 CG1156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1156
 CG1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1156
 CG1156.The ellipsoidal height was determined by GPS observations
 CG1156.and is referenced to NAD 83.
 CG1156
 CG1156.The geoid height was determined by GEOID03.
 CG1156
 CG1156;                    North         East     Units Scale Factor Converg.
 CG1156;SPC AZ E     -    43,547.628   207,082.734   MT  0.99990049   -0 02 03.8
 CG1156;SPC AZ E     -   142,872.80    679,405.30   iFT  0.99990049   -0 02 03.8
 CG1156;UTM  12      - 3,473,389.086   572,952.716   MT  0.99966564   +0 23 59.0
 CG1156
 CG1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1156!SPC AZ E     -   0.99976258  x   0.99990049  =   0.99966310
 CG1156!UTM  12      -   0.99976258  x   0.99966564  =   0.99942830
 CG1156
 CG1156|---------------------------------------------------------------------|
 CG1156| PID    Reference Object                     Distance      Geod. Az  |
 CG1156|                                                           dddmmss.s |
 CG1156| CS5383 ASH RM 1                             10.154 METERS 13814     |
 CG1156| CS5384 ASH RM 2                             10.183 METERS 31817     |
 CG1156|---------------------------------------------------------------------|
 CG1156
 CG1156                          SUPERSEDED SURVEY CONTROL
 CG1156
 CG1156  NAD 83(1992)-  31 23 34.05530(N)    110 13 57.62226(W) AD(       ) B
 CG1156  ELLIP H (08/22/05) 1512.323  (m)                       GP(       ) 4 2
 CG1156  NAD 83(1992)-  31 23 34.05627(N)    110 13 57.62239(W) AD(       ) 2
 CG1156  NAD 83(1986)-  31 23 34.04714(N)    110 13 57.61049(W) AD(       ) 2
 CG1156  NGVD 29 (03/13/91) 1538.6    (m)         5048.     (f) VERT ANG    3  
 CG1156
 CG1156.Superseded values are not recommended for survey control.
 CG1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1156.See file dsdata.txt to determine how the superseded data were derived.
 CG1156
 CG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7295373389(NAD 83)
 CG1156_MARKER: DS = TRIANGULATION STATION DISK
 CG1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1156_STAMPING: NONE
 CG1156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1156+STABILITY: SURFACE MOTION
 CG1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1156+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1156
 CG1156  HISTORY     - Date     Condition        Report By
 CG1156  HISTORY     - 1982     MONUMENTED       AZDT
 CG1156  HISTORY     - 20010419 GOOD             NGS
 CG1156  HISTORY     - 20040429 GOOD             AZ-003
 CG1156
 CG1156                          STATION DESCRIPTION
 CG1156
 CG1156'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG1156'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF PALOMINAS, 3-1/2 MILES
 CG1156'SOUTHEAST OF NICKSVILLE AND ALONG STATE ROUTE 92.
 CG1156'
 CG1156'THE STATION MARK IS AN ADOT DISK STAMPED---ASH 1982---SET IN TOP
 CG1156'OF A 10 INCH CONCRETE MONUMENT.  IT IS 98 FEET NORTHEAST OF THE CENTER
 CG1156'LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE AND 3
 CG1156'FEET NORTHEAST OF THE STATION.
 CG1156'
 CG1156'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---ASH RM 1 1982---SET IN
 CG1156'TOP OF A CONCRETE MONUMENT.
 CG1156'
 CG1156'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---ASH RM 2 1982---SET IN
 CG1156'TOP OF A CONCRETE MONUMENT.
 CG1156'
 CG1156'TO REACH THE STATION FROM THE POST OFFICE IN PALOMINAS, TRAVEL WEST
 CG1156'ALONG STATE ROUTE 92 FOR 6.95 MILES TO THE STATION ON THE RIGHT.
 CG1156
 CG1156                          STATION RECOVERY (2001)
 CG1156
 CG1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG1156'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  STATION IS 3
 CG1156'FEET NORTHEAST OF WITNESS POST (NOT STATION).  THEY ARE ACROSS HIGHWAY
 CG1156'FROM LARGE, WHITE, ADOBE HOUSE.
 CG1156
 CG1156                          STATION RECOVERY (2004)
 CG1156
 CG1156'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1156'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0114 ***********************************************************************
 FR0114  DESIGNATION -  ASH FORK RM 1
 FR0114  PID         -  FR0114
 FR0114  STATE/COUNTY-  AZ/YAVAPAI
 FR0114  USGS QUAD   -  ASH FORK (1979)
 FR0114
 FR0114                         *CURRENT SURVEY CONTROL
 FR0114  ___________________________________________________________________
 FR0114* NAD 83(1986)-  35 13 02.     (N)    112 29 00.     (W)     SCALED    
 FR0114* NAVD 88     -      1603.315  (meters)    5260.21   (feet)  POSTED    
 FR0114  ___________________________________________________________________
 FR0114  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 FR0114  DYNAMIC HT  -        1601.200 (meters)    5253.27  (feet)  COMP
 FR0114  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 FR0114
 FR0114  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0114
 FR0114.The horizontal coordinates were scaled from a topographic map and have
 FR0114.an estimated accuracy of +/- 6 seconds.
 FR0114
 FR0114.The orthometric height was determined by differential leveling
 FR0114.and adjusted by the  in 1992.
 FR0114.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0114.was located on a no-check spur therefore a value was not computed.
 FR0114.No vertical observational check was made to the station.
 FR0114
 FR0114.The geoid height was determined by GEOID03.
 FR0114
 FR0114.The dynamic height is computed by dividing the NAVD 88
 FR0114.geopotential number by the normal gravity value computed on the
 FR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0114.degrees latitude (g = 980.6199 gals.).
 FR0114
 FR0114.The modeled gravity was interpolated from observed gravity values.
 FR0114
 FR0114;                    North         East    Units  Estimated Accuracy
 FR0114;SPC AZ C     -   467,820.      161,770.      MT  (+/- 180 meters Scaled)
 FR0114
 FR0114                          SUPERSEDED SURVEY CONTROL
 FR0114
 FR0114  NGVD 29 (??/??/92) 1602.453  (m)         5257.38   (f) ADJ UNCH    2 0
 FR0114
 FR0114.Superseded values are not recommended for survey control.
 FR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0114.See file dsdata.txt to determine how the superseded data were derived.
 FR0114
 FR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD649981(NAD 83)
 FR0114_MARKER: DR = REFERENCE MARK DISK
 FR0114_SETTING: 80 = SET IN A BOULDER
 FR0114_SP_SET: BOULDER
 FR0114_STAMPING: ASH FROK NO 1 1958
 FR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0114+STABILITY: SURFACE MOTION
 FR0114
 FR0114  HISTORY     - Date     Condition        Report By
 FR0114  HISTORY     - 1958     MONUMENTED       CGS
 FR0114
 FR0114                          STATION DESCRIPTION
 FR0114
 FR0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0114'0.5 MI SE FROM ASHFORK.
 FR0114'GO ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE GO ONE BLOCK
 FR0114'EAST, THENCE GO 0.3 MILE SOUTH ON THE DIRT ROAD TO A WIRE GATE, GO
 FR0114'THROUGH THE WIRE GATE AND CONTINUE ON THE DIRT ROAD FOR 0.1 MILE TO A
 FR0114'FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A RED BRICK BUILDING,
 FR0114'KEEP TO THE EAST AND SOUTH OF THE BUILDING AND FOLLOW A DIM TRACK ROAD
 FR0114'UPGRADE ALONG A LINE OF TRANSMISSION POLES FOR 0.15 MILE TO THE TOP OF
 FR0114'THE HILL AND THE MARK ON THE NORTH SIDE OF THE POLE LINE.  IT IS 81
 FR0114'FEET NORTH OF POLE NUMBER 8, 22 FEET NORTHEAST OF A WITNESS POST, AND
 FR0114'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0115 ***********************************************************************
 FR0115  DESIGNATION -  ASH FORK RM 2
 FR0115  PID         -  FR0115
 FR0115  STATE/COUNTY-  AZ/YAVAPAI
 FR0115  USGS QUAD   -  ASH FORK (1979)
 FR0115
 FR0115                         *CURRENT SURVEY CONTROL
 FR0115  ___________________________________________________________________
 FR0115* NAD 83(1986)-  35 13 02.     (N)    112 29 00.     (W)     SCALED    
 FR0115* NAVD 88     -      1603.562  (meters)    5261.02   (feet)  POSTED    
 FR0115  ___________________________________________________________________
 FR0115  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 FR0115  DYNAMIC HT  -        1601.450 (meters)    5254.09  (feet)  COMP
 FR0115  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 FR0115
 FR0115  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0115
 FR0115.The horizontal coordinates were scaled from a topographic map and have
 FR0115.an estimated accuracy of +/- 6 seconds.
 FR0115
 FR0115.The orthometric height was determined by differential leveling
 FR0115.and adjusted by the  in 1992.
 FR0115.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0115.was located on a no-check spur therefore a value was not computed.
 FR0115.No vertical observational check was made to the station.
 FR0115
 FR0115.The geoid height was determined by GEOID03.
 FR0115
 FR0115.The dynamic height is computed by dividing the NAVD 88
 FR0115.geopotential number by the normal gravity value computed on the
 FR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0115.degrees latitude (g = 980.6199 gals.).
 FR0115
 FR0115.The modeled gravity was interpolated from observed gravity values.
 FR0115
 FR0115;                    North         East    Units  Estimated Accuracy
 FR0115;SPC AZ C     -   467,820.      161,770.      MT  (+/- 180 meters Scaled)
 FR0115
 FR0115                          SUPERSEDED SURVEY CONTROL
 FR0115
 FR0115  NGVD 29 (??/??/92) 1602.699  (m)         5258.19   (f) ADJ UNCH    2 0
 FR0115
 FR0115.Superseded values are not recommended for survey control.
 FR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0115.See file dsdata.txt to determine how the superseded data were derived.
 FR0115
 FR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD649981(NAD 83)
 FR0115_MARKER: DR = REFERENCE MARK DISK
 FR0115_SETTING: 80 = SET IN A BOULDER
 FR0115_SP_SET: BOULDER
 FR0115_STAMPING: ASH FORK NO 2 1958
 FR0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0115+STABILITY: SURFACE MOTION
 FR0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0115+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0115
 FR0115  HISTORY     - Date     Condition        Report By
 FR0115  HISTORY     - 1958     MONUMENTED       CGS
 FR0115  HISTORY     - 20000328 GOOD             NGS
 FR0115  HISTORY     - 20030503 GOOD             NGS
 FR0115
 FR0115                          STATION DESCRIPTION
 FR0115
 FR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0115'0.5 MI SE FROM ASHFORK.
 FR0115'GO ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE GO ONE BLOCK
 FR0115'EAST, THENCE GO 0.3 MILE SOUTH ON THE DIRT ROAD TO A WIRE GATE, GO
 FR0115'THROUGH THE WIRE GATE AND CONTINUE ON THE DIRT ROAD FOR 0.1 MILE TO A
 FR0115'FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A RED BRICK BUILDING,
 FR0115'KEEP TO THE EAST AND SOUTH OF THE BUILDING AND FOLLOW A DIM TRACK ROAD
 FR0115'UPGRADE ALONG A LINE OF TRANSMISSION POLES FOR 0.15 MILE TO THE TOP OF
 FR0115'THE HILL AND THE MARK ON THE NORTH SIDE OF THE POLE LINE.  IT IS 43
 FR0115'FEET NORTHEAST OF POLE NUMBER 8, 14 FEET SOUTHEAST OF A WITNESS POST
 FR0115'AND SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
 FR0115
 FR0115                          STATION RECOVERY (2000)
 FR0115
 FR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 FR0115'STATION FOUND JUST SE OF SE CORNER OF FENCE AROUND TWO WATER TANKS.
 FR0115'ACCESS IS ALONG SOUTHERN FRONTAGE ROAD FROM EXIT 144 OF INTERSTATE 40.
 FR0115' 
 FR0115
 FR0115                          STATION RECOVERY (2003)
 FR0115
 FR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0880 ***********************************************************************
 FR0880  DESIGNATION -  ASH FORK SANTA FE RR WATER TK
 FR0880  PID         -  FR0880
 FR0880  STATE/COUNTY-  AZ/YAVAPAI
 FR0880  USGS QUAD   -  ASH FORK (1979)
 FR0880
 FR0880                         *CURRENT SURVEY CONTROL
 FR0880  ___________________________________________________________________
 FR0880* NAD 83(1992)-  35 13 29.36837(N)    112 29 13.37312(W)     ADJUSTED  
 FR0880* NAVD 88     -              **(meters)            **(feet)            
 FR0880  ___________________________________________________________________
 FR0880  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 FR0880  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 FR0880  HORZ ORDER  -  THIRD
 FR0880
 FR0880.The horizontal coordinates were established by classical geodetic methods
 FR0880.and adjusted by the National Geodetic Survey in August 1993.
 FR0880
 FR0880
 FR0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0880
 FR0880.The geoid height was determined by GEOID03.
 FR0880
 FR0880;                    North         East     Units Scale Factor Converg.
 FR0880;SPC AZ C     -   468,663.417   161,438.647   MT  0.99993321   -0 19 44.4
 FR0880;SPC AZ C     - 1,537,609.64    529,654.35   iFT  0.99993321   -0 19 44.4
 FR0880;UTM  12      - 3,898,988.773   364,671.473   MT  0.99982570   -0 51 28.2
 FR0880
 FR0880                          SUPERSEDED SURVEY CONTROL
 FR0880
 FR0880  NAD 83(1986)-  35 13 29.36584(N)    112 29 13.37250(W) AD(       ) 4
 FR0880  NAD 27      -  35 13 29.32600(N)    112 29 10.72400(W) AD(       ) 3
 FR0880
 FR0880.Superseded values are not recommended for survey control.
 FR0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0880.See file dsdata.txt to determine how the superseded data were derived.
 FR0880
 FR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6467198989(NAD 83)
 FR0880_MARKER: 53 = ELEVATED TANK
 FR0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FR0880+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 FR0880
 FR0880  HISTORY     - Date     Condition        Report By
 FR0880  HISTORY     - 1962     FIRST OBSERVED   CGS
 FR0880  HISTORY     - 20060510 GOOD             GEOCAC
 FR0880  HISTORY     - 20080301 GOOD             GEOCAC
 FR0880
 FR0880                          STATION DESCRIPTION
 FR0880
 FR0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0880'STATION IS LOCATED IN THE BUSINESS SECTION OF ASH FORK AND IS
 FR0880'0.2 MILE WEST OF THE ASH FORK POST OFFICE.
 FR0880'
 FR0880'STATION IS A STEEL WATER TANK, IS SUPPORTED BY 4 LEGS, IS
 FR0880'PAINTED BLACK AND IS ABOUT 75 FEET HIGH.
 FR0880'
 FR0880'POINT INTERSECTED WAS TOP AND CENTER.
 FR0880
 FR0880                          STATION RECOVERY (2006)
 FR0880
 FR0880'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 FR0880'TANK IS NOW PAINTED SILVER, WITH BLUE SANTA FE RAILROAD LOGO PAINTED
 FR0880'ON EAST SIDE.
 FR0880
 FR0880                          STATION RECOVERY (2008)
 FR0880
 FR0880'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1109 ***********************************************************************
 CY1109  DESIGNATION -  ASH PEAK
 CY1109  PID         -  CY1109
 CY1109  STATE/COUNTY-  AZ/GREENLEE
 CY1109  USGS QUAD   -  ASH PEAK (1986)
 CY1109
 CY1109                         *CURRENT SURVEY CONTROL
 CY1109  ___________________________________________________________________
 CY1109* NAD 83(1992)-  32 45 06.21669(N)    109 15 43.29924(W)     ADJUSTED  
 CY1109* NAVD 88     -      1703.3    (meters)    5588.     (feet)  VERTCON   
 CY1109  ___________________________________________________________________
 CY1109  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CY1109  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CY1109  HORZ ORDER  -  FIRST
 CY1109
 CY1109.The horizontal coordinates were established by classical geodetic methods
 CY1109.and adjusted by the National Geodetic Survey in August 1993.
 CY1109
 CY1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1109
 CY1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1109
 CY1109.The geoid height was determined by GEOID03.
 CY1109
 CY1109;                    North         East     Units Scale Factor Converg.
 CY1109;SPC AZ E     -   194,582.310   298,130.409   MT  0.99998858   +0 29 22.0
 CY1109;SPC AZ E     -   638,393.41    978,118.14   iFT  0.99998858   +0 29 22.0
 CY1109;UTM  12      - 3,625,100.104   662,817.760   MT  0.99992689   +0 56 25.6
 CY1109
 CY1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1109!SPC AZ E     -   0.99973674  x   0.99998858  =   0.99972533
 CY1109!UTM  12      -   0.99973674  x   0.99992689  =   0.99966365
 CY1109
 CY1109|---------------------------------------------------------------------|
 CY1109| PID    Reference Object                     Distance      Geod. Az  |
 CY1109|                                                           dddmmss.s |
 CY1109| CY1122 ASH PEAK RM 1                         6.477 METERS 13923     |
 CY1109| CY1096 TARGET ABOUT 4 MI NE OF SEEL        APPROX. 7.3 KM 1962152.3 |
 CY1109| CC5987 ASH PEAK RM 2                         4.017 METERS 23526     |
 CY1109| CY1105 GUTHRIE RESET                       APPROX.15.8 KM 3415706.4 |
 CY1109| CC5986 HIGHWAY 70 STA 33+21                               3533425.3 |
 CY1109|---------------------------------------------------------------------|
 CY1109
 CY1109                          SUPERSEDED SURVEY CONTROL
 CY1109
 CY1109  NAD 83(1986)-  32 45 06.21268(N)    109 15 43.29581(W) AD(       ) 1
 CY1109  NAD 27      -  32 45 05.96700(N)    109 15 41.05800(W) AD(       ) 1
 CY1109  NGVD 29 (07/19/86) 1702.6    (m)         5586.     (f) VERT ANG    3  
 CY1109
 CY1109.Superseded values are not recommended for survey control.
 CY1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1109.See file dsdata.txt to determine how the superseded data were derived.
 CY1109
 CY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6281825100(NAD 83)
 CY1109_MARKER: DS = TRIANGULATION STATION DISK
 CY1109_SETTING: 66 = SET IN ROCK OUTCROP
 CY1109_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1109+STABILITY: POSITION/ELEVATION WELL
 CY1109
 CY1109  HISTORY     - Date     Condition        Report By
 CY1109  HISTORY     - 1945     MONUMENTED       USFS
 CY1109  HISTORY     - 1968     GOOD             AMS
 CY1109  HISTORY     - 1972     GOOD             AZHD
 CY1109  HISTORY     - 1976     GOOD             NGS
 CY1109  HISTORY     - 1983     GOOD             AZDT
 CY1109
 CY1109                          STATION DESCRIPTION
 CY1109
 CY1109'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 CY1109'THE STATION IS 9-1/2 MILES (AIR LINE) W OF DUNCAN, 22 MILES
 CY1109'(AIR LINE) ESE OF SOLOMONSVILLE, AND ABOUT 1 MILE SSW OF U.S.
 CY1109'HIGHWAY 70.  IT IS ON A SHARP CONE-SHAPED PEAK LOCALLY KNOWN
 CY1109'AS ASH PEAK.
 CY1109'
 CY1109'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1109'E ON U.S. HIGHWAY 70 FOR 2.0 MILES TO ITS JUNCTION WITH U.S.
 CY1109'HIGHWAY 666.  CONTINUE ON U.S. HIGHWAY 70, THE RIGHT FORK,
 CY1109'FOR 20.6 MILES TO THE LINE BETWEEN GRAHAM AND GREENLEE COUNTIES.
 CY1109'CONTINUE 0.7 MILE TO A CONCRETE BRIDGE WITH AN ARIZONA HIGHWAY
 CY1109'DEPARTMENT BENCH MARK ON ITS S SIDE.  THIS IS THE AZIMUTH
 CY1109'MARK FOR THIS STATION.  CONTINUE 0.6 MILE TO A BLADED ROAD
 CY1109'RIGHT AT A SHACK ABOUT 150 FEET BEYOND A HIGHWAY SIGN SIDE
 CY1109'ROAD.  TAKE THE RIGHT FORK HERE AND GO 0.4 MILE TO A FORK.
 CY1109'TAKE THE LEFT FORK AND GO 0.15 MILE KEEPING TO THE RIGHT
 CY1109'AT THREE OR FOUR SMALL FORKS.  HERE TURN RIGHT CROSS
 CY1109'COUNTRY AND GO SW AND S AND SE UP A RIDGE FOR 0.4 MILE TO
 CY1109'THE END OF TRUCK TRAVEL AT THE BASE OF A STEEP N SLOPE.
 CY1109'FROM HERE PACK S TO THE TOP OF THE RIM ROCK AND THEN
 CY1109'CONTINUE S TO THE TOP OF THE MOUNTAIN AND THE STATION.
 CY1109'
 CY1109'STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 CY1109'DISK WITH A CROSS STAMPED IN THE CENTER.  THERE IS NO OTHER
 CY1109'STAMPING.  THE STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 CY1109'
 CY1109'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1109'PROJECTING 10 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 CY1109'STAMPED ASH PEAK USFS NO 1 1945.  IT IS ON THE EDGE OF AN
 CY1109'8-FOOT LEDGE AND IS ABOUT 26 INCHES BELOW THE STATION.  THE
 CY1109'MARK IS SE OF THE STATION.
 CY1109'
 CY1109'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1109'PROJECTING ABOUT 18 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1109'ASH PEAK USFS NO 2 1945.  THE MARK IS SW OF THE STATION AND
 CY1109'ABOUT 14 INCHES LOWER.
 CY1109'
 CY1109'A CARTRIDGE IS SET IN BEDROCK PROJECTING ABOUT 14 INCHES ABOVE
 CY1109'THE SURROUNDING SURFACE AND IS ABOUT 16 INCHES BELOW THE
 CY1109'STATION.  IT IS N OF THE STATION.
 CY1109'
 CY1109'A CARTRIDGE IS SET IN BEDROCK PROJECTING ABOUT 16 INCHES
 CY1109'ABOVE THE SURROUNDING SURFACE AND IS ABOUT 16 INCHES BELOW
 CY1109'THE STATION.  IT IS ESE OF THE STATION.
 CY1109'
 CY1109'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY1109'4192.12 33+21 1926.  IT IS SET IN THE S SIDE OF A CONCRETE
 CY1109'BRIDGE, 10.8 FEET FROM THE CENTER OF U.S. HIGHWAY 70, AND 11.2
 CY1109'FEET FROM THE W END OF THE BRIDGE.  THE MARK IS N OF THE STATION.
 CY1109'
 CY1109'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1109
 CY1109                          STATION RECOVERY (1968)
 CY1109
 CY1109'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1109'STATION IS LOCATED APPROXIMATELY 9.5 AIRMILES (WNW) OF DUNCAN,
 CY1109'ARIZ. AND 26 AIRMILES (ESE) OF SAFFORD, ARIZONA.
 CY1109'
 CY1109'TO REACH FROM INTERSECTION OF U.S. HWY 70 AND ARIZONA HWY 75 IN
 CY1109'DUNCAN PROCEED (W) ON U.S. 70 FOR 10.8 MILES TO A DIRT ROAD
 CY1109'LEFT, TURN LEFT (S) ON DIRT ROAD AND GO 1.5 MILE TO END
 CY1109'OF DIRT ROAD.  PROCEED ON FOOT (S) UP THE MOUNTAIN TO PEAK
 CY1109'AND STATION SITE.  STATION IS ON HIGH POINT.
 CY1109'
 CY1109'STATION IS MARKED BY A USFS BRONZE DISK SET IN ROCK PROTRUDING
 CY1109'17 IN ABOVE GROUND AND STAMPED ONLY WITH A CROSS IN THE CENTER.
 CY1109'
 CY1109'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CY1109'1.6 FT ABOVE GROUND STAMPED ASH PEAK NO 1 1945.  FROM THE
 CY1109'STATION IT IS (SE) ON A MAG AZ OF 127 DEG AT A DISTANCE OF
 CY1109'21.19 FT AND A DE OF -2.68 FEET.
 CY1109'
 CY1109'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CY1109'1.4 FT ABOVE GROUND.  STAMPED ASH PEAK 2 1945.  FROM THE STATION
 CY1109'IT IS (SW) ON A MAG AZ OF 225 DEG AT A DISTANCE OF 13.13 FT
 CY1109'AND A DE OF -1.35 FEET.
 CY1109'
 CY1109'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 CY1109'
 CY1109'CONDITION OF ALL MARKS IS EXCELLENT AND VIEW IS EXCELLENT
 CY1109'IN ALL DIRECTIONS.
 CY1109
 CY1109                          STATION RECOVERY (1972)
 CY1109
 CY1109'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (GS)
 CY1109'B.  TO REACH DESCRIPTION OK AS GIVEN
 CY1109
 CY1109                          STATION RECOVERY (1976)
 CY1109
 CY1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1109'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CY1109'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK HAS BEEN
 CY1109'DEFACED BY POUNDING BUT REMAINS SOLIDLY IN PLACE.  THE AZIMUTH MARK
 CY1109'WAS SEARCHED FOR AND NOT RECOVERED.  STATION SHAM WILL SERVE FOR
 CY1109'A NEW AZIMUTH MARK.  THE DISTANCE SHOWN IS A GEODIMETER LENGTH
 CY1109'WHICH HAS BEEN REDUCED TO GEODETIC.
 CY1109'
 CY1109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND ARIZONA
 CY1109'HWY. 75 IN DUNCAN, GO WEST ALONG U.S. 70 FOR 10.8 MILES TO A DIRT
 CY1109'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.3 MILE THROUGH A FLAT AREA TO
 CY1109'A ROAD RIGHT.  TURN SHARP RIGHT AND FOLLOW TRACK ROAD ACROSS A
 CY1109'WASH THEN GO NORTH AND NORTHWEST FOR 0.45 MILE, TURN LEFT ACROSS
 CY1109'COUNTRY AND UP A NOSE OF A RIDGE TO END OF TRUCK TRAVEL.
 CY1109'A 45 MINUTE PACK TO STATION.
 CY1109'
 CY1109'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1109
 CY1109                          STATION RECOVERY (1983)
 CY1109
 CY1109'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1109'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0215 ***********************************************************************
 ET0215  DESIGNATION -  ASH RM 1
 ET0215  PID         -  ET0215
 ET0215  STATE/COUNTY-  AZ/YAVAPAI
 ET0215  USGS QUAD   -  ESTLER PEAK (1974)
 ET0215
 ET0215                         *CURRENT SURVEY CONTROL
 ET0215  ___________________________________________________________________
 ET0215* NAD 83(1986)-  34 23 36.     (N)    112 05 00.     (W)     SCALED    
 ET0215* NAVD 88     -      1181.85   (+/-2cm)    3877.5    (feet)  VERTCON   
 ET0215  ___________________________________________________________________
 ET0215  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0215
 ET0215.The horizontal coordinates were scaled from a topographic map and have
 ET0215.an estimated accuracy of +/- 6 seconds.
 ET0215
 ET0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0215.The vertical order pertains to the NGVD 29 superseded value.
 ET0215
 ET0215.The geoid height was determined by GEOID03.
 ET0215
 ET0215;                    North         East    Units  Estimated Accuracy
 ET0215;SPC AZ C     -   376,290.      198,040.      MT  (+/- 180 meters Scaled)
 ET0215
 ET0215                          SUPERSEDED SURVEY CONTROL
 ET0215
 ET0215  NGVD 29 (??/??/92) 1181.144  (m)         3875.14   (f) ADJ UNCH    2 0
 ET0215
 ET0215.Superseded values are not recommended for survey control.
 ET0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0215.See file dsdata.txt to determine how the superseded data were derived.
 ET0215
 ET0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD004063(NAD 83)
 ET0215_MARKER: DR = REFERENCE MARK DISK
 ET0215_SETTING: 80 = SET IN A BOULDER
 ET0215_SP_SET: BOULDER
 ET0215_STAMPING: ASH NO 1 1958
 ET0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0215+STABILITY: SURFACE MOTION
 ET0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0215+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0215
 ET0215  HISTORY     - Date     Condition        Report By
 ET0215  HISTORY     - 1958     MONUMENTED       CGS
 ET0215  HISTORY     - 20080613 GOOD             GEOCAC
 ET0215
 ET0215                          STATION DESCRIPTION
 ET0215
 ET0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0215'24.5 MI N FROM BLACK CANYON.
 ET0215'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0215'CANYON, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 79 TO THE SOUTH END
 ET0215'OF A CUT, FROM HERE GO NORTHWESTERLY TO THE HIGHEST PART OF THE RIDGE
 ET0215'AND THE STATION, 36.7 FEET NORTH OF THE WITNESS POST, CEMENTED IN A
 ET0215'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 ET0215
 ET0215                          STATION RECOVERY (2008)
 ET0215
 ET0215'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0215'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0215'34 23 36.9 (N)   112 04 59.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0217 ***********************************************************************
 ET0217  DESIGNATION -  ASH RM 2
 ET0217  PID         -  ET0217
 ET0217  STATE/COUNTY-  AZ/YAVAPAI
 ET0217  USGS QUAD   -  ESTLER PEAK (1974)
 ET0217
 ET0217                         *CURRENT SURVEY CONTROL
 ET0217  ___________________________________________________________________
 ET0217* NAD 83(1986)-  34 23 36.     (N)    112 05 00.     (W)     SCALED    
 ET0217* NAVD 88     -      1182.62   (+/-2cm)    3880.0    (feet)  VERTCON   
 ET0217  ___________________________________________________________________
 ET0217  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0217
 ET0217.The horizontal coordinates were scaled from a topographic map and have
 ET0217.an estimated accuracy of +/- 6 seconds.
 ET0217
 ET0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0217.The vertical order pertains to the NGVD 29 superseded value.
 ET0217
 ET0217.The geoid height was determined by GEOID03.
 ET0217
 ET0217;                    North         East    Units  Estimated Accuracy
 ET0217;SPC AZ C     -   376,290.      198,040.      MT  (+/- 180 meters Scaled)
 ET0217
 ET0217                          SUPERSEDED SURVEY CONTROL
 ET0217
 ET0217  NGVD 29 (??/??/92) 1181.924  (m)         3877.70   (f) ADJ UNCH    2 0
 ET0217
 ET0217.Superseded values are not recommended for survey control.
 ET0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0217.See file dsdata.txt to determine how the superseded data were derived.
 ET0217
 ET0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD004063(NAD 83)
 ET0217_MARKER: DR = REFERENCE MARK DISK
 ET0217_SETTING: 80 = SET IN A BOULDER
 ET0217_SP_SET: BOULDER
 ET0217_STAMPING: ASH NO 2 1958
 ET0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0217+STABILITY: SURFACE MOTION
 ET0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0217+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0217
 ET0217  HISTORY     - Date     Condition        Report By
 ET0217  HISTORY     - 1958     MONUMENTED       CGS
 ET0217  HISTORY     - 20080613 GOOD             GEOCAC
 ET0217
 ET0217                          STATION DESCRIPTION
 ET0217
 ET0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0217'24.5 MI N FROM BLACK CANYON.
 ET0217'19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0217'CANYON, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 79 TO THE SOUTH END
 ET0217'OF A HIGHWAY CUT, FROM HERE GO NORTHWESTERLY TO THE HIGHEST PART OF
 ET0217'THE RIDGE, 33.6 FEET NORTHWEST OF THE WITNESS POST, CEMENTED IN A
 ET0217'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 ET0217
 ET0217                          STATION RECOVERY (2008)
 ET0217
 ET0217'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0217'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0217'34 23 36.8 (N)   112 05 00.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3751 ***********************************************************************
 DH3751  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3751  DESIGNATION -  ASHLER HILLS CORS ARP
 DH3751  CORS_ID     -  AZAH
 DH3751  PID         -  DH3751
 DH3751  STATE/COUNTY-  AZ/MARICOPA
 DH3751  USGS QUAD   -  CAVE CREEK (1981)
 DH3751
 DH3751                         *CURRENT SURVEY CONTROL
 DH3751  ___________________________________________________________________
 DH3751* NAD 83(CORS)-  33 46 28.03145(N)    111 53 30.78676(W)     ADJUSTED  
 DH3751* NAVD 88     -              **(meters)            **(feet)            
 DH3751  ___________________________________________________________________
 DH3751  EPOCH DATE  -        2002.00
 DH3751  X           -  -1,979,046.904 (meters)                     COMP
 DH3751  Y           -  -4,925,049.276 (meters)                     COMP
 DH3751  Z           -   3,526,074.653 (meters)                     COMP
 DH3751  ELLIP HEIGHT-         712.707 (meters)          (09/??/08) ADJUSTED
 DH3751  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH3751  HORZ ORDER  -  SPECIAL (CORS)
 DH3751  ELLP ORDER  -  SPECIAL (CORS)
 DH3751
 DH3751.ITRF positions are available for this station.
 DH3751.The coordinates were established by GPS observations
 DH3751.and adjusted by the National Geodetic Survey in September 2008.
 DH3751.The coordinates are valid at the epoch date displayed above.
 DH3751.The epoch date for horizontal control is a decimal equivalence
 DH3751.of Year/Month/Day.
 DH3751
 DH3751
 DH3751.The PID for the CORS L1 Phase Center is DH3752.
 DH3751
 DH3751.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3751
 DH3751.The ellipsoidal height was determined by GPS observations
 DH3751.and is referenced to NAD 83.
 DH3751
 DH3751.The geoid height was determined by GEOID03.
 DH3751
 DH3751;                    North         East     Units Scale Factor Converg.
 DH3751;SPC AZ C     -   307,638.895   215,655.233   MT  0.99990006   +0 00 49.6
 DH3751;SPC AZ C     - 1,009,313.96    707,530.29   iFT  0.99990006   +0 00 49.6
 DH3751
 DH3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3751!SPC AZ C     -   0.99988813  x   0.99990006  =   0.99978820
 DH3751
 DH3751                          SUPERSEDED SURVEY CONTROL
 DH3751
 DH3751  NAD 83(CORS)-  33 46 28.03114(N)    111 53 30.78646(W) AD(2002.00) c
 DH3751  ELLIP H (06/??/05)  712.720  (m)                       GP(2002.00) c c
 DH3751
 DH3751.Superseded values are not recommended for survey control.
 DH3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3751.See file dsdata.txt to determine how the superseded data were derived.
 DH3751
 DH3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1741837506(NAD 83)
 DH3751_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3751
 DH3751                          STATION DESCRIPTION
 DH3751
 DH3751'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DH3751'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3751'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3751'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3751'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3751'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3752 ***********************************************************************
 DH3752  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3752  DESIGNATION -  ASHLER HILLS CORS L1 PHASE CENTER
 DH3752  CORS_ID     -  AZAH
 DH3752  PID         -  DH3752
 DH3752  STATE/COUNTY-  AZ/MARICOPA
 DH3752  USGS QUAD   -  CAVE CREEK (1981)
 DH3752
 DH3752                         *CURRENT SURVEY CONTROL
 DH3752  ___________________________________________________________________
 DH3752* NAD 83(CORS)-  33 46 28.03146(N)    111 53 30.78674(W)     ADJUSTED  
 DH3752* NAVD 88     -              **(meters)            **(feet)            
 DH3752  ___________________________________________________________________
 DH3752  EPOCH DATE  -        2002.00
 DH3752  X           -  -1,979,046.926 (meters)                     COMP
 DH3752  Y           -  -4,925,049.331 (meters)                     COMP
 DH3752  Z           -   3,526,074.693 (meters)                     COMP
 DH3752  ELLIP HEIGHT-         712.778 (meters)          (09/??/08) ADJUSTED
 DH3752  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH3752  HORZ ORDER  -  SPECIAL (CORS)
 DH3752  ELLP ORDER  -  SPECIAL (CORS)
 DH3752
 DH3752.ITRF positions are available for this station.
 DH3752.The coordinates were established by GPS observations
 DH3752.and adjusted by the National Geodetic Survey in September 2008.
 DH3752.The coordinates are valid at the epoch date displayed above.
 DH3752.The epoch date for horizontal control is a decimal equivalence
 DH3752.of Year/Month/Day.
 DH3752
 DH3752
 DH3752.The PID for the CORS ARP is DH3751.
 DH3752
 DH3752.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3752
 DH3752.The ellipsoidal height was determined by GPS observations
 DH3752.and is referenced to NAD 83.
 DH3752
 DH3752.The geoid height was determined by GEOID03.
 DH3752
 DH3752;                    North         East     Units Scale Factor Converg.
 DH3752;SPC AZ C     -   307,638.896   215,655.234   MT  0.99990006   +0 00 49.6
 DH3752;SPC AZ C     - 1,009,313.96    707,530.30   iFT  0.99990006   +0 00 49.6
 DH3752
 DH3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3752!SPC AZ C     -   0.99988811  x   0.99990006  =   0.99978819
 DH3752
 DH3752                          SUPERSEDED SURVEY CONTROL
 DH3752
 DH3752  NAD 83(CORS)-  33 46 28.03115(N)    111 53 30.78644(W) AD(2002.00) c
 DH3752  ELLIP H (06/??/05)  712.791  (m)                       GP(2002.00) c c
 DH3752
 DH3752.Superseded values are not recommended for survey control.
 DH3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3752.See file dsdata.txt to determine how the superseded data were derived.
 DH3752
 DH3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1741837506(NAD 83)
 DH3752_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3752
 DH3752                          STATION DESCRIPTION
 DH3752
 DH3752'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3752'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3752'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3752'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3752'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3752'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0847 ***********************************************************************
 FR0847  DESIGNATION -  ASOP RESET
 FR0847  PID         -  FR0847
 FR0847  STATE/COUNTY-  AZ/COCONINO
 FR0847  USGS QUAD   -  HOWARD LAKE (1989)
 FR0847
 FR0847                         *CURRENT SURVEY CONTROL
 FR0847  ___________________________________________________________________
 FR0847* NAD 83(1992)-  35 32 37.15363(N)    112 08 44.40844(W)     ADJUSTED  
 FR0847* NAVD 88     -      1973.5    (meters)    6475.     (feet)  VERTCON   
 FR0847  ___________________________________________________________________
 FR0847  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 FR0847  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0847  HORZ ORDER  -  SECOND
 FR0847
 FR0847.The horizontal coordinates were established by classical geodetic methods
 FR0847.and adjusted by the National Geodetic Survey in August 1993.
 FR0847
 FR0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0847
 FR0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0847
 FR0847.The geoid height was determined by GEOID03.
 FR0847
 FR0847;                    North         East     Units Scale Factor Converg.
 FR0847;SPC AZ C     -   503,908.283   192,596.063   MT  0.99990531   -0 07 59.2
 FR0847;SPC AZ C     - 1,653,242.40    631,876.85   iFT  0.99990531   -0 07 59.2
 FR0847;UTM  12      - 3,933,938.537   396,149.710   MT  0.99973290   -0 39 57.8
 FR0847
 FR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0847!SPC AZ C     -   0.99969401  x   0.99990531  =   0.99959935
 FR0847!UTM  12      -   0.99969401  x   0.99973290  =   0.99942700
 FR0847
 FR0847:                Primary Azimuth Mark                     Grid Az
 FR0847:SPC AZ C     -  T25N R2E SECS 23 24 25 26                165 17 25.7
 FR0847:UTM  12      -  T25N R2E SECS 23 24 25 26                165 49 24.3
 FR0847
 FR0847|---------------------------------------------------------------------|
 FR0847| PID    Reference Object                     Distance      Geod. Az  |
 FR0847|                                                           dddmmss.s |
 FR0847| CH2219 T25N R2E SECS 23 24 25 26                          1650926.5 |
 FR0847| CH2221 ASOP RM 2                             4.856 METERS 25510     |
 FR0847| CH2220 ASOP RM 1                             6.471 METERS 31222     |
 FR0847|---------------------------------------------------------------------|
 FR0847
 FR0847                          SUPERSEDED SURVEY CONTROL
 FR0847
 FR0847  NAD 83(1986)-  35 32 37.15150(N)    112 08 44.40456(W) AD(       ) 2
 FR0847  NAD 27      -  35 32 37.14700(N)    112 08 41.81500(W) AD(       ) 2
 FR0847  NGVD 29 (05/08/89) 1972.6    (m)         6472.     (f) VERT ANG    3  
 FR0847
 FR0847.Superseded values are not recommended for survey control.
 FR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0847.See file dsdata.txt to determine how the superseded data were derived.
 FR0847
 FR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9615033939(NAD 83)
 FR0847_MARKER: DS = TRIANGULATION STATION DISK
 FR0847_SETTING: 66 = SET IN ROCK OUTCROP
 FR0847_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FR0847
 FR0847  HISTORY     - Date     Condition        Report By
 FR0847  HISTORY     - 1958     MONUMENTED       CGS
 FR0847  HISTORY     - 1967     GOOD             CGS
 FR0847  HISTORY     - 1968     GOOD             AMS
 FR0847  HISTORY     - 1975     GOOD             NGS
 FR0847
 FR0847                          STATION DESCRIPTION
 FR0847
 FR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0847'THE STATION MARK, A STANDARD TOPOGRAPHIC DISK, WAS FOUND TO
 FR0847'BE LOOSE AND DAMAGED, AND A TRIANGULATION DISK WAS CEMENTED IN
 FR0847'THE SAME SPOT.  A DETAILED DESCRIPTION IS AS FOLLOWS--
 FR0847'
 FR0847'TO REACH THE STATION FROM GRAND CANYON JUNCTION WHICH IS 2 MILES
 FR0847'EAST OF WILLIAMS, GO NORTH ON ARIZONA STATE HIGHWAY 64 TOWARDS
 FR0847'THE GRAND CANYON FOR 17.0 MILES TO A DIRT ROAD AND STOCK PENS
 FR0847'ON THE RIGHT, TURN RIGHT ACROSS A STOCK GUARD AND GO 0.2
 FR0847'MILE TO A GATE AT SEVERAL RANCH BUILDINGS.  GO THROUGH THE
 FR0847'GATE LEADING TO THE RANCH HOUSE OF MR. CUBA RAMONASA, OWNER
 FR0847'OF THE PROPERTY, WHO HAS ASKED THAT HE BE CONTACTED AT EACH
 FR0847'ENTRY, AND HE WILL GIVE ACCESS THROUGH THE LOCKED GATES.
 FR0847'FROM HERE GO THROUGH THE GATE ON THE EAST SIDE OF THE
 FR0847'OUTBUILDINGS, AND THROUGH A SECOND GATE 300 FEET TO THE
 FR0847'NORTHEASTWARD, TURN LEFT FOLLOWING A TRACK ROAD FOR 0.1
 FR0847'MILE TO A BOARD GATE AT THE SOUTHEAST CORNER OF A STOCK
 FR0847'PEN.  GO THROUGH BOTH GATES OF THE STOCK PEN, TURN LEFT, GO
 FR0847'250 FEET NORTHWARD TO A TRACK ROAD, TURN RIGHT AND
 FR0847'FOLLOW THE TRACK ROAD EASTWARD FOR 0.4 MILE TO A GATE IN
 FR0847'A FENCE LINE, GO THROUGH THE GATE AND CONTINUE NORTHEASTERLY
 FR0847'ON THE TRACK ROAD FOR 0.3 MILE TO A DIM CROSSROAD, KEEP
 FR0847'STRAIGHT AHEAD FOR 1.3 MILES TO A WIRE GATE IN A
 FR0847'NORTH-SOUTH FENCE.  TURN LEFT AND FOLLOW THE TRACK ROAD
 FR0847'NORTHWARD ALONG THE WEST SIDE OF THE FENCE FOR 0.4 MILE
 FR0847'TO THE SECTION CORNER MARKER USED AS AN AZIMUTH MARK.
 FR0847'CONTINUE NORTHWARD FOR 0.4 MILE AND GO LEFT ON DIM
 FR0847'TRACKS, PASSING TO THE WEST OF AN EARTH DAM AND WATER HOLE,
 FR0847'FOR 0.2 MILE TO A TRACK ROAD THAT CROSSES A LONG LOW
 FR0847'EARTHEN DYKE THAT GUIDES THE WATER RUNOFF INTO THE RESERVOIR.
 FR0847'CONTINUE NORTHWESTERLY ALONG THE TRACK ROAD FOR 0.2 MILE, TURN
 FR0847'RIGHT AND GO UPGRADE FOR 0.4 MILE TO THE TOP OF THE HILL AND
 FR0847'THE STATION.
 FR0847'
 FR0847'THE STATION MARK IS A STANDARD DISK STAMPED ASOP 1955 1958,
 FR0847'SET IN A DRILL HOLE IN BEDROCK.
 FR0847'
 FR0847'R.M. 1 IS A STANDARD DISK STAMPED ASOP NO 1 1955 1958, SET
 FR0847'IN A DRILL HOLE IN BEDROCK AT ABOUT THE SAME ELEVATION AS THE
 FR0847'STATION MARK.
 FR0847'
 FR0847'R.M. 2 IS A STANDARD DISK STAMPED ASOP NO 2 1955 1958, SET
 FR0847'IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 3 FEET LOWER THAN
 FR0847'THE STATION MARK.
 FR0847'
 FR0847'THE AZIMUTH MARK IS A LAND OFFICE SECTION CORNER MARKER, A BRONZE
 FR0847'CAP RIVETED TO THE TOP OF A 2 INCH PIPE THAT PROJECTS 16
 FR0847'INCHES AND IS 40 INCHES EAST OF A FENCE.  IT IS STAMPED T
 FR0847'25 NR 2 E S23 S24 S25 S26 1916.
 FR0847
 FR0847                          STATION RECOVERY (1967)
 FR0847
 FR0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FR0847'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN
 FR0847'GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION OF
 FR0847'HIGHWAYS 180 AND 64 (28 MILES SOUTH OF GRAND CANYON VILLAGE)
 FR0847'GO SOUTH ON HIGHWAY 64 FOR 8.7 MILES. TURN LEFT (WEST) HERE
 FR0847'AT A GRADED ROAD AND GO THROUGH A GATE MARKED 214.  CONTINUE
 FR0847'WEST ON THE MAIN TRAVELED GRADED ROAD FOR 1.5 MILES.  HERE
 FR0847'DOUBLE BACK ON A TRACK ROAD HEADING EAST-NORTH-EAST KEEPING TO
 FR0847'THE NORTH SIDE OF A SMALL GULLY AND HEAD FOR THE HIGHEST
 FR0847'POINT OF THE RIDGE AND THE STATION (ABOUT 0.8 MILES).  A
 FR0847'FOUR WHEELED DRIVE VEHICLE IS NEEDED.  THERE IS A BORROW PIT
 FR0847'ON THE NORTHERN SIDE OF THE RIDGE WHICH WILL EASILY
 FR0847'IDENTIFY THE STATION HILL.  THE STATION MUST BE APPROACHED
 FR0847'FROM THE SOUTH SIDE OF THE RIDGE.
 FR0847
 FR0847                          STATION RECOVERY (1968)
 FR0847
 FR0847'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 FR0847'THE STATION, R.M.S, AND AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 FR0847
 FR0847                          STATION RECOVERY (1975)
 FR0847
 FR0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 FR0847'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FR0847'GOOD CONDITION.  DISTANCE TO THE TWO REFERENCE MARKS CHECKED
 FR0847'WITHIN 0.002 METERS, DIFFERENCE IN ANGLE TO RM 2 IS 7 MIN 58 SEC
 FR0847'AND RM 1 IS 54 SEC.
 FR0847'
 FR0847'A NEW TO REACH DESCRIPTION FOLLOWS--
 FR0847'
 FR0847'TO REACH FROM THE JUNCTION OF U.S. HWY. 66 AND STATE HIGHWAY 64, 2
 FR0847'MILES EAST OF WILLIAMS, GO NORTH ON HWY. 64 TO MILE POST 204.7, TURN
 FR0847'RIGHT AND GO THROUGH GATE AND FOLLOW TRACK ROAD FOR 1.6 MILES TO
 FR0847'A DRAINAGE AT THE SOUTHEAST END OF A RIDGE, FOLLOW DIM TRACK ON
 FR0847'EAST SIDE OF DRAINAGE TO STATION ON HIGHEST POINT OF RIDGE.
 FR0847'
 FR0847'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5786 ***********************************************************************
 DH5786  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5786  DESIGNATION -  ASPAAS
 DH5786  PID         -  DH5786
 DH5786  STATE/COUNTY-  AZ/YAVAPAI
 DH5786  USGS QUAD   -  CORNVILLE (1968)
 DH5786
 DH5786                         *CURRENT SURVEY CONTROL
 DH5786  ___________________________________________________________________
 DH5786* NAD 83(2007)-  34 43 05.54021(N)    111 54 37.99568(W)     ADJUSTED  
 DH5786* NAVD 88     -      1049.93   (meters)    3444.6    (feet)  GPS OBS   
 DH5786  ___________________________________________________________________
 DH5786  EPOCH DATE  -        2007.00
 DH5786  X           -  -1,958,761.004 (meters)                     COMP
 DH5786  Y           -  -4,869,978.649 (meters)                     COMP
 DH5786  Z           -   3,612,798.244 (meters)                     COMP
 DH5786  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DH5786  ELLIP HEIGHT-        1024.360 (meters)          (02/10/07) ADJUSTED
 DH5786  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DH5786
 DH5786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5786  Type    PID    Designation                      North   East  Ellip
 DH5786  -------------------------------------------------------------------
 DH5786  NETWORK DH5786 ASPAAS                            1.04   0.84   3.08
 DH5786  -------------------------------------------------------------------
 DH5786
 DH5786.The horizontal coordinates were established by GPS observations
 DH5786.and adjusted by the National Geodetic Survey in February 2007.
 DH5786
 DH5786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5786.The horizontal coordinates are valid at the epoch date displayed above.
 DH5786.The epoch date for horizontal control is a decimal equivalence
 DH5786.of Year/Month/Day.
 DH5786
 DH5786.The orthometric height was determined by GPS observations and a
 DH5786.high-resolution geoid model.
 DH5786.The orthometric height was determined by GPS observations and a
 DH5786.high-resolution geoid model using precise GPS observation and
 DH5786.processing techniques.
 DH5786
 DH5786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5786
 DH5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5786
 DH5786.The ellipsoidal height was determined by GPS observations
 DH5786.and is referenced to NAD 83.
 DH5786
 DH5786.The geoid height was determined by GEOID03.
 DH5786
 DH5786;                    North         East     Units Scale Factor Converg.
 DH5786;SPC AZ C     -   412,315.655   213,919.832   MT  0.99990000   +0 00 12.5
 DH5786;SPC AZ C     - 1,352,741.65    701,836.72   iFT  0.99990000   +0 00 12.5
 DH5786;UTM  12      - 3,842,171.205   416,625.319   MT  0.99968568   -0 31 07.1
 DH5786
 DH5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5786!SPC AZ C     -   0.99983923  x   0.99990000  =   0.99973925
 DH5786!UTM  12      -   0.99983923  x   0.99968568  =   0.99952496
 DH5786
 DH5786                          SUPERSEDED SURVEY CONTROL
 DH5786
 DH5786  NAD 83(1992)-  34 43 05.53969(N)    111 54 37.99526(W) AD(       ) B
 DH5786  ELLIP H (05/31/05) 1024.364  (m)                       GP(       ) 4 2
 DH5786
 DH5786.Superseded values are not recommended for survey control.
 DH5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5786.See file dsdata.txt to determine how the superseded data were derived.
 DH5786
 DH5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1662542171(NAD 83)
 DH5786_MARKER: DD = SURVEY DISK
 DH5786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH5786+WITH SETTING: INFORMATION.
 DH5786_STAMPING: LS 7146 AMC OC S12
 DH5786_MARK LOGO: NONE  
 DH5786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5786+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH5786
 DH5786  HISTORY     - Date     Condition        Report By
 DH5786  HISTORY     - 20031231 MONUMENTED       SHEPH
 DH5786
 DH5786                          STATION DESCRIPTION
 DH5786
 DH5786'DESCRIBED BY SHEPHARD-WESNITZER INC 2003
 DH5786'LOGO IS   AMC MONUMENT IS  1.5 INCH ALUMINUM CAP STAMPING IS  'LS 7146
 DH5786'OC S12'
 DH5786' 
 DH5786'DESCRIBED BY VERDE VALLEY SURVEYING, DEC 2003 (BC) THE STATION IS
 DH5786'LOCATED IN CORNVILLE, AZ SW 1/4, SE 1/4, SECTION 3, T15N R4E.
 DH5786' 
 DH5786'TO REACH FROM THE INTERSECTION OF I-17 AND HIGHWAY 30 (CORNVILLE RD.)
 DH5786'GO APPROXIMATELY 9 MILES NORTH TO ASPAAS ROAD SOUTH.  TAKE ASPAAS ROAD
 DH5786'SOUTH APPROXIMATELY 530 FT TO A POWER LINE.  TAKE TRACK ROAD TO EAST
 DH5786'BEARING NORTH TO TOP OF KNOLL.  THE STATION OVERLOOKS CORNVILLE ROAD.
 DH5786' 
 DH5786'THE STATION IS APPROXIMATELY 180 FT SOUTH OF CORNVILLE ROAD, 130 FT
 DH5786'EAST OF ASPAAS ROAD, ATOP A KNOLL IN THE NW QUADRANT OF THE KNOLL.
 DH5786'THE STATION IS A 1.5 INCH ALUMINUM CAP STAMPED LS 7146 AMC OC S12.  IT
 DH5786'IS APPROXIMATELY 78 FT WEST OF A 1/2 INCH REBAR WITH A YELLOW CAP
 DH5786'STAMPED TN CP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1143 ***********************************************************************
 CG1143  DESIGNATION -  ASPASS
 CG1143  PID         -  CG1143
 CG1143  STATE/COUNTY-  AZ/PIMA
 CG1143  USGS QUAD   -  COWLIC (1984)
 CG1143
 CG1143                         *CURRENT SURVEY CONTROL
 CG1143  ___________________________________________________________________
 CG1143* NAD 83(1992)-  31 49 33.10332(N)    111 53 18.75562(W)     ADJUSTED  
 CG1143* NAVD 88     -       979.     (meters)    3212.     (feet)  SCALED    
 CG1143  ___________________________________________________________________
 CG1143  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CG1143  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CG1143  HORZ ORDER  -  SECOND
 CG1143
 CG1143.The horizontal coordinates were established by classical geodetic methods
 CG1143.and adjusted by the National Geodetic Survey in August 1993.
 CG1143
 CG1143.The orthometric height was scaled from a topographic map.
 CG1143
 CG1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1143
 CG1143.The geoid height was determined by GEOID03.
 CG1143
 CG1143;                    North         East     Units Scale Factor Converg.
 CG1143;SPC AZ C     -    91,559.960   216,022.216   MT  0.99990009   +0 00 53.4
 CG1143;SPC AZ C     -   300,393.57    708,734.30   iFT  0.99990009   +0 00 53.4
 CG1143;UTM  12      - 3,521,477.928   415,912.601   MT  0.99968720   -0 28 06.9
 CG1143
 CG1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1143!SPC AZ C     -   0.99985119  x   0.99990009  =   0.99975129
 CG1143!UTM  12      -   0.99985119  x   0.99968720  =   0.99953843
 CG1143
 CG1143:                Primary Azimuth Mark                     Grid Az
 CG1143:SPC AZ C     -  ASPASS AZ MK                             024 58 21.4
 CG1143:UTM  12      -  ASPASS AZ MK                             025 27 21.7
 CG1143
 CG1143|---------------------------------------------------------------------|
 CG1143| PID    Reference Object                     Distance      Geod. Az  |
 CG1143|                                                           dddmmss.s |
 CG1143| CH4249 ASPASS AZ MK                                       0245914.8 |
 CG1143| CH4250 ASPASS RM 1                           8.940 METERS 11126     |
 CG1143| CH4251 ASPASS RM 2                           4.469 METERS 20332     |
 CG1143|---------------------------------------------------------------------|
 CG1143
 CG1143                          SUPERSEDED SURVEY CONTROL
 CG1143
 CG1143  NAD 83(1986)-  31 49 33.09585(N)    111 53 18.75503(W) AD(       ) 2
 CG1143  NAD 27      -  31 49 32.80900(N)    111 53 16.31600(W) AD(       ) 2
 CG1143
 CG1143.Superseded values are not recommended for survey control.
 CG1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1143.See file dsdata.txt to determine how the superseded data were derived.
 CG1143
 CG1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1591321478(NAD 83)
 CG1143_MARKER: DS = TRIANGULATION STATION DISK
 CG1143_SETTING: 66 = SET IN ROCK OUTCROP
 CG1143
 CG1143  HISTORY     - Date     Condition        Report By
 CG1143  HISTORY     - 1936     MONUMENTED       CGS
 CG1143
 CG1143                          STATION DESCRIPTION
 CG1143
 CG1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1143'ON THE PAPAGO INDIAN RESERVATION, 6 MILES SOUTH OF SELLS AND 3
 CG1143'MILES NORTHWEST OF TOPAWA INDIAN VILLAGE, ON THE SOUTHWESTERLY
 CG1143'AND HIGHEST PEAK OF THE ARTESIA RANGE, ON THE EASTERLY AND HIGHEST
 CG1143'SUMMIT OF THE DOUBLE PEAK, AND ON THE HIGH POINT AT THE NORTHWEST
 CG1143'END OF THE SUMMIT.  MARKED BY A STANDARD BRONZE DISK.
 CG1143'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1143'DISK, IS ALONG THE LONGITUDINAL CENTER OF THE SUMMIT,
 CG1143'8.940 METERS (29.33 FEET) FROM STATION S 68 DEG 46 MIN E.
 CG1143'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1143'DISK, IS SOUTHWEST OF THE STATION AT THE SOUTHWEST
 CG1143'EDGE OF THE SUMMIT, AND IS 4.469 METERS (14.66 FEET) FROM
 CG1143'STATION S 23 DEG 32 MIN W. THE AZIMUTH MARK, A
 CG1143'STANDARD BRONZE DISK, IS ON THE FIRST KNOLL TO
 CG1143'THE NORTH, SET IN BEDROCK ON THE SOUTHEAST SLOPE OF THE
 CG1143'75-FOOT HIGH KNOLL, ABOUT 125 FEET SOUTHEAST OF THE HIGHEST POINT
 CG1143'AND 6 FEET LOWER, AND IN APPROXIMATELY 0.3 MILE FROM STATION
 CG1143'N 24 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0887 ***********************************************************************
 ES0887  DESIGNATION -  ASPEN
 ES0887  PID         -  ES0887
 ES0887  STATE/COUNTY-  AZ/COCONINO
 ES0887  USGS QUAD   -  O W POINT (1990)
 ES0887
 ES0887                         *CURRENT SURVEY CONTROL
 ES0887  ___________________________________________________________________
 ES0887* NAD 83(1992)-  34 18 04.62361(N)    110 51 30.39065(W)     ADJUSTED  
 ES0887* NAVD 88     -      2314.1    (meters)    7592.     (feet)  VERTCON   
 ES0887  ___________________________________________________________________
 ES0887  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 ES0887  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ES0887  HORZ ORDER  -  SECOND
 ES0887
 ES0887.The horizontal coordinates were established by classical geodetic methods
 ES0887.and adjusted by the National Geodetic Survey in August 1993.
 ES0887
 ES0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0887
 ES0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0887
 ES0887.The geoid height was determined by GEOID03.
 ES0887
 ES0887;                    North         East     Units Scale Factor Converg.
 ES0887;SPC AZ C     -   366,577.480   310,769.663   MT  1.00001692   +0 35 47.1
 ES0887;SPC AZ C     - 1,202,682.02  1,019,585.51   iFT  1.00001692   +0 35 47.1
 ES0887;SPC AZ E     -   366,287.146   149,682.812   MT  0.99994996   -0 23 23.5
 ES0887;SPC AZ E     - 1,201,729.48    491,085.34   iFT  0.99994996   -0 23 23.5
 ES0887;UTM  12      - 3,795,571.676   513,026.260   MT  0.99960209   +0 04 47.2
 ES0887
 ES0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0887!SPC AZ C     -   0.99964064  x   1.00001692  =   0.99965756
 ES0887!SPC AZ E     -   0.99964064  x   0.99994996  =   0.99959062
 ES0887!UTM  12      -   0.99964064  x   0.99960209  =   0.99924287
 ES0887
 ES0887:                Primary Azimuth Mark                     Grid Az
 ES0887:SPC AZ C     -  MOSQUITO                                 227 34 43.7
 ES0887:SPC AZ E     -  MOSQUITO                                 228 33 54.3
 ES0887:UTM  12      -  MOSQUITO                                 228 05 43.6
 ES0887
 ES0887|---------------------------------------------------------------------|
 ES0887| PID    Reference Object                     Distance      Geod. Az  |
 ES0887|                                                           dddmmss.s |
 ES0887| ES0925 MOSQUITO                            412.569 METERS 2281030.8 |
 ES0887|---------------------------------------------------------------------|
 ES0887
 ES0887                          SUPERSEDED SURVEY CONTROL
 ES0887
 ES0887  NAD 83(1986)-  34 18 04.61838(N)    110 51 30.39496(W) AD(       ) 2
 ES0887  NGVD 29 (08/03/87) 2313.1    (m)         7589.     (f) VERT ANG    3  
 ES0887
 ES0887.Superseded values are not recommended for survey control.
 ES0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0887.See file dsdata.txt to determine how the superseded data were derived.
 ES0887
 ES0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1302695572(NAD 83)
 ES0887_MARKER: DS = TRIANGULATION STATION DISK
 ES0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0887+STABILITY: SURFACE MOTION
 ES0887
 ES0887  HISTORY     - Date     Condition        Report By
 ES0887  HISTORY     - 1984     MONUMENTED       AZDT
 ES0887  HISTORY     - 19971010 GOOD             USPSQD
 ES0887  HISTORY     - 20050903 GOOD             USPSQD
 ES0887
 ES0887                          STATION DESCRIPTION
 ES0887
 ES0887'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0887'THE STATION IS LOCATED 17-1/2 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0887'SIDE OF STATE ROUTE 260.
 ES0887'
 ES0887'THE STATION MARK IS AN AZDT DISK STAMPED---ASPEN 1984---.  IT IS SET
 ES0887'IN TOP OF A 10 INCH CONCRETE MONUMENT 60 FEET SOUTHEAST OF THE CENTER
 ES0887'LINE OF STATE ROUTE 260 AND 6 FEET SOUTHEAST OF THE WITNESS POST.
 ES0887'
 ES0887'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0887'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 19.5 MILES TO
 ES0887'YOUNG ROAD ON THE LEFT, CONTINUE SOUTHWEST ALONG THE HIGHWAY FOR 0.1
 ES0887'MILE TO MILE POST 284.2 AND THE STATION ON THE LEFT.
 ES0887
 ES0887                          STATION RECOVERY (1997)
 ES0887
 ES0887'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0887'RECOVERED IN GOOD CONDITION.
 ES0887
 ES0887                          STATION RECOVERY (2005)
 ES0887
 ES0887'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0887'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0732 ***********************************************************************
 FQ0732  DESIGNATION -  ASYLUM
 FQ0732  PID         -  FQ0732
 FQ0732  STATE/COUNTY-  AZ/NAVAJO
 FQ0732  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0732
 FQ0732                         *CURRENT SURVEY CONTROL
 FQ0732  ___________________________________________________________________
 FQ0732* NAD 83(1992)-  35 08 15.83593(N)    110 13 55.83801(W)     ADJUSTED  
 FQ0732* NAVD 88     -      1832.2    (meters)    6011.     (feet)  VERTCON   
 FQ0732  ___________________________________________________________________
 FQ0732  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FQ0732  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0732  HORZ ORDER  -  FIRST
 FQ0732
 FQ0732.The horizontal coordinates were established by classical geodetic methods
 FQ0732.and adjusted by the National Geodetic Survey in August 1993.
 FQ0732
 FQ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0732
 FQ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0732
 FQ0732.The geoid height was determined by GEOID03.
 FQ0732
 FQ0732;                    North         East     Units Scale Factor Converg.
 FQ0732;SPC AZ E     -   458,854.916   207,390.296   MT  0.99990044   -0 02 15.7
 FQ0732;SPC AZ E     - 1,505,429.51    680,414.36   iFT  0.99990044   -0 02 15.7
 FQ0732;UTM  12      - 3,888,586.977   569,948.205   MT  0.99966030   +0 26 31.0
 FQ0732
 FQ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0732!SPC AZ E     -   0.99971620  x   0.99990044  =   0.99961666
 FQ0732!UTM  12      -   0.99971620  x   0.99966030  =   0.99937659
 FQ0732
 FQ0732:                Primary Azimuth Mark                     Grid Az
 FQ0732:SPC AZ E     -  5223.20 HLS                              028 09 14.3
 FQ0732:UTM  12      -  5223.20 HLS                              027 40 27.6
 FQ0732
 FQ0732|---------------------------------------------------------------------|
 FQ0732| PID    Reference Object                     Distance      Geod. Az  |
 FQ0732|                                                           dddmmss.s |
 FQ0732| CD3157 5223.20 HLS                                        0280658.6 |
 FQ0732| CD3950 ASYLUM AZ MK                                       1182130.2 |
 FQ0732| CD3951 ASYLUM RM 1                           3.813 METERS 12135     |
 FQ0732| CD3952 ASYLUM RM 1 RESET                     3.811 METERS 13748     |
 FQ0732| FQ0728 LOS ANGELES ALBUQ AWY BCN 49        APPROX.16.0 KM 1392332.1 |
 FQ0732| ES1040 LOS ANGELES ALBUQUER AWY BN 50      APPROX.25.1 KM 1400657.3 |
 FQ0732| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.35.6 KM 2495227.0 |
 FQ0732| CD3954 ASYLUM RM 3                           4.390 METERS 29245     |
 FQ0732| CD3953 ASYLUM RM 2                           4.392 METERS 29249     |
 FQ0732|---------------------------------------------------------------------|
 FQ0732
 FQ0732                          SUPERSEDED SURVEY CONTROL
 FQ0732
 FQ0732  NAD 83(1986)-  35 08 15.83052(N)    110 13 55.84161(W) AD(       ) 1
 FQ0732  NAD 27      -  35 08 15.76500(N)    110 13 53.38700(W) AD(       ) 1
 FQ0732  NGVD 29 (07/19/86) 1831.4    (m)         6009.     (f) VERT ANG    3  
 FQ0732
 FQ0732.Superseded values are not recommended for survey control.
 FQ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0732.See file dsdata.txt to determine how the superseded data were derived.
 FQ0732
 FQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6994888587(NAD 83)
 FQ0732_MARKER: DS = TRIANGULATION STATION DISK
 FQ0732_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0732
 FQ0732  HISTORY     - Date     Condition        Report By
 FQ0732  HISTORY     - 1936     MONUMENTED       CGS
 FQ0732  HISTORY     - 1951     GOOD             CGS
 FQ0732  HISTORY     - 1956     GOOD             CGS
 FQ0732  HISTORY     - 1966     GOOD             USGS
 FQ0732  HISTORY     - 1972     SEE DESCRIPTION  USGS
 FQ0732  HISTORY     - 1974     GOOD             NGS
 FQ0732
 FQ0732                          STATION DESCRIPTION
 FQ0732
 FQ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0732'STATION IS ABOUT 15 MILES NORTH AND 3 MILES WEST OF HOLBROOK,
 FQ0732'ABOUT 6 MILES WEST OF THE HOLBROOK-KEAMS CANYON ROAD, ABOUT
 FQ0732'3 MILES SOUTH OF THE SOUTH BOUNDARY FENCE OF THE NAVAJO INDIAN
 FQ0732'RESERVATION, ABOUT 3 MILES SOUTHWEST OF THE TURKEY TRACK RANCH
 FQ0732'BUILDING, ABOUT 1-1/2 MILES SOUTH OF COTTONWOOD WASH, AND ON
 FQ0732'THE HIGHEST POINT OF A BLACK, ROCKY, DOUBLE-TIPPED BUTTE LOCALLY
 FQ0732'CALLED ASYLUM BUTTE OR FLYING BUTTE.  THE BUTTE IS A NARROW
 FQ0732'BLACK RIDGE RISING STEEPLY FROM THE SOUTHEAST AND NORTHWEST
 FQ0732'AND WITH PRECIPITOUS SIDES ON THE NORTHEAST AND SOUTHWEST.
 FQ0732'FROM NEARLY ALL DIRECTIONS THIS BUTTE APPEARS VERY SHARP ON
 FQ0732'TOP.
 FQ0732'
 FQ0732'ALL MARKS ARE SET IN BEDROCK FLUSH WITH THE SURFACE.
 FQ0732'
 FQ0732'THE AZIMUTH MARK IS ABOUT 1.5 MILES SOUTHEAST OF THE STATION,
 FQ0732'AT THE EDGE OF THE BADLANDS, ON THE SOUTHERLY OF A GROUP OF LOW,
 FQ0732'BLACK ROCKY RIDGES, ABOUT 55 YARDS EAST OF THE WEST END OF THE
 FQ0732'RIDGE WHERE IT JOINS THE MESA, ON THE SOUTHWEST END OF A SMALL
 FQ0732'SPUR TO THE RIDGE AND ON THE HIGHEST POINT ON THE SPUR.
 FQ0732'
 FQ0732'TO REACH FROM HOLBROOK GO NORTHEAST ON U.S. HIGHWAY 66 FROM THE
 FQ0732'JUNCTION WITH U.S. HIGHWAY 260.  AT 1.6 MILES TURN LEFT (NORTH)
 FQ0732'OFF HIGHWAY ON KEAMS CANYON ROAD (BLADED), AT 9.1 MILES PASS
 FQ0732'AIR BEACON LA-A NO. 49 ON WEST SIDE OF ROAD, AT 11.9 MILES
 FQ0732'CROSS BRIDGE OVER LEROUX WASH, AT 19.1 MILES TURN LEFT AND
 FQ0732'DRIVE WEST ON PLAIN, TRACK ROAD AT POINT 0.6 MILE SOUTH OF
 FQ0732'SOUTH BOUNDARY FENCE OF NAVAJO INDIAN RESERVATION AND JUST
 FQ0732'NORTH OF A TELEPHONE POLE WITH THREE BLAZES ON SOUTH SIDAT
 FQ0732'22.0 MILES AT A POINT ON MESA ABOUT 150 YARDS BEFORE ROAD
 FQ0732'STARTS DOWN INTO BADLANDS TURN LEFT, LEAVE TRACK ROAD, AND
 FQ0732'DRIVE ACROSS COUNTRY.  FROM HERE THE STATION BUTTE IS
 FQ0732'VISIBLE TO THE WEST-SOUTHWEST, DISTANCE ABOUT 5 MILES.
 FQ0732'AT THIS POINT TWO ROUTES ARE AVAILABLE, DOWN ACROSS THE
 FQ0732'BADLANDS OR TO CONTINUE ON THE MESA AND SKIRT THE SOUTH EDGE
 FQ0732'OF THE BADLANDS.  THE SECOND ROUTE IS RECOMMENDED AND
 FQ0732'FROM MILEAGE 22.0 DRIVE SOUTH ACROSS COUNTRY ON TOP OF MESA,
 FQ0732'THENCE WESTERLY AFTER MESA BREAKS TO THE WEST.  AT 25.1 MILES
 FQ0732'TAKE DOWN WIRES AND CROSS NORTH-SOUTH FENCE AND CONTINUE
 FQ0732'WESTERLY, AT 27.2 MILES TAKE DOWN WIRES IN NORTH-SOUTH
 FQ0732'AND BEAR NORTHWESTERLY TOWARDS BUTTE.  AT 28.2 MILES AZIMUTH
 FQ0732'MARK ON RIGHT AT EDGE OF BADLANDS.  FROM HERE GO NORTHWEST
 FQ0732'AND DRIVE UP RIDGE RUNNING OUT TO NORTHEAST FROM BUTTE TO
 FQ0732'BASE OF STEEP SLOPE AT END OF TRUCK TRAVEL AT 29.7 MILES.  FROM
 FQ0732'HERE CLIMB TO TOP OF RIDGE AND CONTINUE NORTHWESTERLY TO
 FQ0732'STATION.  THE RIDGE NARROWS TO A WIDTH OF SEVERAL FEET BEFORE
 FQ0732'REACHING STATION AND AN ALTERNATE ROUTE IS TO CROSS TO THE SOUTH
 FQ0732'SIDE OF THE RIDGE AND CLIMB THE ROCK LEDGE ON THE SOUTH-SOUTHEAST
 FQ0732'SIDE OF THE TOP.  THE STATION MAY ALSO BE REACHED FROM THE
 FQ0732'NORTH-NORTHWEST SIDA 25-MINUTE PACK WITH LOAD.
 FQ0732'
 FQ0732'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET IN DRILL HOLE IN
 FQ0732'ROCK OUTCROP SURROUNDED BY A CHISELED TRIANGLE.
 FQ0732
 FQ0732                          STATION RECOVERY (1951)
 FQ0732
 FQ0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0732'STATION AND REFERENCE MARK NUMBER 2 WERE FOUND IN GOOD CONDITION.
 FQ0732'REFERENCE MARK NUMBER 1 HAS BEEN DESTROYED.  A NEW REFERENCE
 FQ0732'MARK WAS SET AND CALLED NUMBER 1.  THE AZIMUTH MARK WAS NOT
 FQ0732'FOUND BUT IS BELIEVED TO STILL BE IN PLACE.  A COMPLETE NEW
 FQ0732'DESCRIPTION FOLLOWS.
 FQ0732'
 FQ0732'STATION IS LOCATED, AIRLINE, ABOUT 19 MILES NORTH NORTHWEST
 FQ0732'OF HOLBROOK, 7 MILES WEST OF THE HOLBROOK-KEAMS CANYON ROAD,
 FQ0732'3 MILES SOUTH OF THE SOUTH BOUNDARY FENCE OF THE NAVAJO INDIAN
 FQ0732'RESERVATION, 3 MILES SOUTHWEST OF THE TURKEY RANCH BUILDING,
 FQ0732'1-1/2 MILE MILES SOUTH OF COTTONWOOD WASH, AND ON THE HIGHEST
 FQ0732'POINT OF A BLACK, ROCKY, DOUBLE TIPPED BUTTE LOCALLY KNOWN AS
 FQ0732'ASYLUM OR FLYING BUTTE.  FROM THE EAST AND WEST THIS BUTTE
 FQ0732'APPEARS VERY SHARP ON TOP.
 FQ0732'
 FQ0732'TO REACH FROM HOLBROOK, GO NORTHEAST ON U.S. HIGHWAY 66 FROM THE
 FQ0732'JUNCTION WITH U.S. HIGHWAY 260 FOR 1.6 MILES.  TURN LEFT, NORTH,
 FQ0732'ON THE KEAMS CANYON ROAD AND GO 10.1 MILES TO BRIDGE OVER
 FQ0732'LEROUX WASH.  CONTINUE NORTH AND GO 17.5 MILES TO A TRACK ROAD
 FQ0732'LEFT AT A POINT 0.6 MILE BEFORE REACHING THE SOUTH BOUNDARY
 FQ0732'FENCE OF THE NAVAJO INDIAN RESERVATION.  TURN LEFT ON TRACK ROAD
 FQ0732'AND GO WEST FOR 3.9 MILES TO A WIRE GATE.  (AT THIS POINT
 FQ0732'STATION HILL CAN BE SEEN TO THE SOUTHWEST) CONTINUE WEST AND GO
 FQ0732'1.6 MILES TO A FORK AND A RANCH HOUSE ON THE RIGHT.  TAKE
 FQ0732'THE LEFT FORK AND GO 1.6 MILES TO A FORK.  TAKE THE LEFT FORK,
 FQ0732'SHARP LEFT, AND GO 2.8 MILES, AROUND THE SOUTHEAST SIDE OF
 FQ0732'THE STATION HILL, TO AN EARTHEN RESERVOIR.  FROM HERE A
 FQ0732'FOUR WHEEL DRIVE TRUCK CAN BE DRIVEN ABOUT 0.5 MILE TO THE
 FQ0732'BASE OF THE BUTTE, AND THEN PACK NORTHERLY UP THE STEEP SLOPE
 FQ0732'TO THE HIGHEST POINT AND THE STATION.  TIME OF PACK IS
 FQ0732'APPROXIMATELY 45 MINUTES.
 FQ0732'
 FQ0732'STATION MARK, STAMPED ASYLUM 1936, IS A STANDARD DISK CEMENTED
 FQ0732'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 FQ0732'GROUN
 FQ0732'
 FQ0732'REFERENCE MARK NUMBER 1, STAMPED ASYLUM NO 1 1936 1951, IS A
 FQ0732'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FQ0732'THAT PROJECTS 10 INCHES AND IS 12 INCHES HIGHER IN ELEVATION
 FQ0732'THAT THE STATION.
 FQ0732'
 FQ0732'REFERENCE MARK NUMBER 2, STAMPED ASYLUM NO 2 1936, IS A STANDARD
 FQ0732'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 FQ0732'PROJECTS 8 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN THE
 FQ0732'STATION.
 FQ0732
 FQ0732                          STATION RECOVERY (1956)
 FQ0732
 FQ0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 FQ0732'THE STATION WAS NOT VISITED, BUT A STAND CAN BE SEEN LYING ON
 FQ0732'ITS SIDE ATOP THE HIGH POINT OF THE BUTTE AS DESCRIBED.  THE 1951
 FQ0732'RECOVERY NOTE BY W.R.H. IS ADEQUATE TO REACH THE BASE OF THE
 FQ0732'BUTTE.
 FQ0732
 FQ0732                          STATION RECOVERY (1966)
 FQ0732
 FQ0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0732'RECOVERED AS DESCRIBED BY NGS.  RMS NOT CHECKED.  STATION REACHED
 FQ0732'BY HELICOPTER.
 FQ0732
 FQ0732                          STATION RECOVERY (1972)
 FQ0732
 FQ0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0732'STATION MARK AND R.M. 2 HAVE BEEN DUG UP AND RESET.  R.M. 1
 FQ0732'IS ONLY MARK REMAINING ON THIS TOP.
 FQ0732
 FQ0732                          STATION RECOVERY (1974)
 FQ0732
 FQ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0732'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 FQ0732'IN GOOD CONDITION.  REFERENCE MARK 2 HAD BEEN BROKEN FROM THE
 FQ0732'DRILL HOLE AND THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 FQ0732'RECOVEREREFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE
 FQ0732'ESTABLISHED AT THIS TIME.
 FQ0732'
 FQ0732'THE STATION MARK IS A STANDARD DISK STAMPED, ASYLUM 1936.  IT IS
 FQ0732'SET IN A DRILL HOLE NEAR THE CENTER OF THE SMALL FLAT AREA ON
 FQ0732'TOP OF THE BUTTE.  IT IS ABOUT 1-1/2 INCHES BELOW THE ROCK
 FQ0732'SURFACE.
 FQ0732'
 FQ0732'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ASYLUM NO 1 1936
 FQ0732'1951 SET IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 1
 FQ0732'FOOT.
 FQ0732'
 FQ0732'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ASYLUM NO 3 1936
 FQ0732'1974 SET IN A DRILL HOLE IN TOP OF A OUTCROP WHICH PROJECTS
 FQ0732'ABOUT 1 FOOT.  THIS IS THE SAME OUTCROP REFERENCE MARK 2 WAS
 FQ0732'SET IN.
 FQ0732'
 FQ0732'THE AZIMUTH MARK IS A USGS BENCH MARK STAMPED, 5223 20HLS 1970.
 FQ0732'IT IS 28 FEET EAST OF TRACK ROAD AND 2-1/2 FEET WEST OF A WITNESS
 FQ0732'POST AND SIGN.
 FQ0732'
 FQ0732'TO REACH THE STATION FROM HOLBROOK, GO EAST ALONG U.S. 66
 FQ0732'AND I-40 FOR 7 MILES TO ARIZONA HIGHWAY 77 (KEAMS CANYON ROAD).
 FQ0732'EXIT AND TRAVEL NORTH ALONG 77 FOR 6.2 MILES TO THE BRIDGE OVER
 FQ0732'LEROUX WASH, CONTINUE NORTH FOR ABOUT 7.0 MILES TO A HIGHLINE
 FQ0732'CROSSING ON STEEL TOWERS, CONTINUE AHEAD FOR 0.15 MILE TO A TRACK
 FQ0732'ROAD LEFT AT A STEEL GATE.  PASS THROUGH GATE AND GO SOUTHWEST
 FQ0732'AND WEST FOR 5.0 MILES OVER MESA AND DOWN THROUGH BADLANDS TO
 FQ0732'A WIRE GATE.  PASS THROUGH GATE (THE STATION CAN BE IDENTIFIED
 FQ0732'FROM THIS POINT AS BEING SLIGHTLY LEFT OF THE TRACK ROAD AND
 FQ0732'THE NEXT BUTTE LEFT OF A SLANTING FLAT TOPPED BUTTE) FOLLOW
 FQ0732'MAIN ROAD WEST FOR 1.1 MILES TO A FORK, BEAR RIGHT (WEST)
 FQ0732'FOR 0.7 MILE TO A FORK NEAR A WINDMILL AND TREES.  TURN LEFT
 FQ0732'AND GO SOUTHWEST FOR 1.5 MILES TO A GATE WITH RAILROAD TIES
 FQ0732'USED FOR FENCEPOSTS, (THE STATION BUTTE IS ALMOST STRAIGHT
 FQ0732'AHEAD AT THIS POINT) CONTINUE AHEAD FOR 0.3 MILE TO A SIDE
 FQ0732'ROAD LEFT.  BEAR RIGHT ON MAIN ROAD FOR ABOUT 0.2 MILE TO A
 FQ0732'DEEP WASH, CROSS WASH AND CONTINUE AHEAD FOR 0.2 MILE TO
 FQ0732'THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR ABOUT 0.1
 FQ0732'MILE, BEAR LEFT ACROSS COUNTRY TO THE BASE OF BUTTE AND END OF
 FQ0732'TRUCK TRAVEL.  THIS IS ABOUT 1-1/2 HOURS PACK WITH A LOAD.  A
 FQ0732'4-WHEEL DRIVE CAN BE DRIVEN TO THE SOUTH END OF THE BUTTE
 FQ0732'AND UP SEVERAL RIDGES TO A NEARER POINT.
 FQ0732'
 FQ0732'R.M. 1 TO R.M. 3 26.255 FEET 8.003 METERS
 FQ0732'
 FQ0732'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0732'
 FQ0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES NORTH
 FQ0732'OF HOLBROOK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1116 ***********************************************************************
 CG1116  DESIGNATION -  ATACOSA
 CG1116  PID         -  CG1116
 CG1116  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1116  USGS QUAD   -  RUBY (1981)
 CG1116
 CG1116                         *CURRENT SURVEY CONTROL
 CG1116  ___________________________________________________________________
 CG1116* NAD 83(1992)-  31 25 17.28145(N)    111 08 48.46566(W)     ADJUSTED  
 CG1116* NAVD 88     -      1908.     (meters)    6260.     (feet)  SCALED    
 CG1116  ___________________________________________________________________
 CG1116  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 CG1116  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CG1116  HORZ ORDER  -  FIRST
 CG1116
 CG1116.The horizontal coordinates were established by classical geodetic methods
 CG1116.and adjusted by the National Geodetic Survey in August 1993.
 CG1116
 CG1116.The orthometric height was scaled from a topographic map.
 CG1116
 CG1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1116
 CG1116.The geoid height was determined by GEOID03.
 CG1116
 CG1116;                    North         East     Units Scale Factor Converg.
 CG1116;SPC AZ C     -    46,981.058   286,554.257   MT  0.99996606   +0 24 04.9
 CG1116;SPC AZ C     -   154,137.33    940,138.64   iFT  0.99996606   +0 24 04.9
 CG1116;UTM  12      - 3,476,321.918   486,047.970   MT  0.99960240   -0 04 35.5
 CG1116
 CG1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1116!SPC AZ C     -   0.99970516  x   0.99996606  =   0.99967123
 CG1116!UTM  12      -   0.99970516  x   0.99960240  =   0.99930767
 CG1116
 CG1116:                Primary Azimuth Mark                     Grid Az
 CG1116:SPC AZ C     -  NOGALES COURTHOUSE DOME                  114 55 42.5
 CG1116:UTM  12      -  NOGALES COURTHOUSE DOME                  115 24 22.9
 CG1116
 CG1116|---------------------------------------------------------------------|
 CG1116| PID    Reference Object                     Distance      Geod. Az  |
 CG1116|                                                           dddmmss.s |
 CG1116| CG1020 NOGALES COURTHOUSE DOME             APPROX.22.0 KM 1151947.4 |
 CG1116| CH4252 ATACOSA RM 1                         14.953 METERS 19521     |
 CG1116| CG1111 BOUNDARY MON 130 ECC                APPROX. 6.8 KM 1990448.4 |
 CG1116| CG1115 US ARMY MARK                          3.875 METERS 22307     |
 CG1116| CH4253 ATACOSA RM 2                          4.612 METERS 23906     |
 CG1116|---------------------------------------------------------------------|
 CG1116
 CG1116                          SUPERSEDED SURVEY CONTROL
 CG1116
 CG1116  NAD 83(1986)-  31 25 17.26949(N)    111 08 48.46297(W) AD(       ) 1
 CG1116  NAD 27      -  31 25 16.92700(N)    111 08 46.12700(W) AD(       ) 1
 CG1116
 CG1116.Superseded values are not recommended for survey control.
 CG1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1116.See file dsdata.txt to determine how the superseded data were derived.
 CG1116
 CG1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV8604876322(NAD 83)
 CG1116_MARKER: DS = TRIANGULATION STATION DISK
 CG1116_SETTING: 66 = SET IN ROCK OUTCROP
 CG1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1116+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2007
 CG1116
 CG1116  HISTORY     - Date     Condition        Report By
 CG1116  HISTORY     - 1935     MONUMENTED       CGS
 CG1116  HISTORY     - 1972     GOOD             AZHD
 CG1116  HISTORY     - 20070630 GOOD             GEOCAC
 CG1116
 CG1116                          STATION DESCRIPTION
 CG1116
 CG1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1116'ABOUT 13 MILES, AIR LINE, NORTHWEST OF NOGALES.  ABOUT 4-1/2
 CG1116'MILES, AIR LINE, NORTH OF THE MEXICAN BORDER.  ON WHAT IS LOCALLY
 CG1116'KNOWN AS ATASCOSA PEAK IN THE CORONADO NATIONAL FOREST.  STATION
 CG1116'MARK IS LOCATED ABOUT 3.8 METERS NORTHEAST OF THE NORTHEAST
 CG1116'CORNER OF THE FOREST SERVICE LOOKOUT HOUSE ON THE SAME PEAK.
 CG1116'MARKED BY A STANDARD BRONZE DISK.
 CG1116'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1116'IS 14.953 METERS (49.06 FEET) FROM STATION S 15 DEG 20 MIN W
 CG1116'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1116'IS 4,612 METERS (15.13 FEET) FROM STATION S 59 DEG
 CG1116'03 MIN W. U.S. ARMY MARK IS 3.875 METERS (12.71 FEET) FROM
 CG1116'THE STATION S 43 DEG 05 MIN W. A CAIRN IS N 00 DEG
 CG1116'34 MIN W.
 CG1116
 CG1116                          STATION RECOVERY (1972)
 CG1116
 CG1116'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1116'GENERAL LOCATION THE STATION, THE REFERENCE MARKS AND THE ARMY
 CG1116'REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 CG1116'BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
 CG1116
 CG1116                          STATION RECOVERY (2007)
 CG1116
 CG1116'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CG1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0095 ***********************************************************************
 EU0095  DESIGNATION -  ATHOS
 EU0095  PID         -  EU0095
 EU0095  STATE/COUNTY-  AZ/MOHAVE
 EU0095  USGS QUAD   -  YUCCA NW (1970)
 EU0095
 EU0095                         *CURRENT SURVEY CONTROL
 EU0095  ___________________________________________________________________
 EU0095* NAD 83(1992)-  34 59 08.72767(N)    114 07 58.77129(W)     ADJUSTED  
 EU0095* NAVD 88     -       695.01   (+/-2cm)    2280.2    (feet)  VERTCON   
 EU0095  ___________________________________________________________________
 EU0095  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 EU0095  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EU0095  HORZ ORDER  -  FIRST
 EU0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0095
 EU0095.The horizontal coordinates were established by classical geodetic methods
 EU0095.and adjusted by the National Geodetic Survey in August 1993.
 EU0095
 EU0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0095.The vertical order pertains to the NGVD 29 superseded value.
 EU0095
 EU0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0095
 EU0095.The geoid height was determined by GEOID03.
 EU0095
 EU0095;                    North         East     Units Scale Factor Converg.
 EU0095;SPC AZ W     -   442,076.069   178,393.543   MT  0.99994840   -0 13 10.6
 EU0095;SPC AZ W     - 1,450,380.80    585,280.65   iFT  0.99994840   -0 13 10.6
 EU0095;UTM  11      - 3,875,219.730   761,702.251   MT  1.00044418   +1 38 41.3
 EU0095
 EU0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0095!SPC AZ W     -   0.99989553  x   0.99994840  =   0.99984393
 EU0095!UTM  11      -   0.99989553  x   1.00044418  =   1.00033966
 EU0095
 EU0095:                Primary Azimuth Mark                     Grid Az
 EU0095:SPC AZ W     -  ATHOS AZ MK                              011 08 41.4
 EU0095:UTM  11      -  ATHOS AZ MK                              009 16 49.5
 EU0095
 EU0095|---------------------------------------------------------------------|
 EU0095| PID    Reference Object                     Distance      Geod. Az  |
 EU0095|                                                           dddmmss.s |
 EU0095| CC5071 ATHOS AZ MK                                        0105530.8 |
 EU0095| EU0096 ATHOS RM 1                            9.175 METERS 03616     |
 EU0095| EU0094 ATHOS RM 2                            6.052 METERS 14401     |
 EU0095|---------------------------------------------------------------------|
 EU0095
 EU0095                          SUPERSEDED SURVEY CONTROL
 EU0095
 EU0095  NAD 83(1986)-  34 59 08.72855(N)    114 07 58.77158(W) AD(       ) 1
 EU0095  NAD 27      -  34 59 08.69500(N)    114 07 55.92700(W) AD(       ) 1
 EU0095  NGVD 29 (??/??/??)  694.270  (m)         2277.78   (f) ADJUSTED    2 0
 EU0095
 EU0095.Superseded values are not recommended for survey control.
 EU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0095.See file dsdata.txt to determine how the superseded data were derived.
 EU0095
 EU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6170275220(NAD 83)
 EU0095_MARKER: DS = TRIANGULATION STATION DISK
 EU0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0095_STAMPING: ATHOS 1948
 EU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0095+STABILITY: SURFACE MOTION
 EU0095
 EU0095  HISTORY     - Date     Condition        Report By
 EU0095  HISTORY     - 1948     MONUMENTED       CGS
 EU0095  HISTORY     - 1955     GOOD             CGS
 EU0095  HISTORY     - 1956     GOOD             CGS
 EU0095  HISTORY     - 1961     GOOD             AMS
 EU0095  HISTORY     - 1961     GOOD             CGS
 EU0095  HISTORY     - 1961     GOOD             NGS
 EU0095  HISTORY     - 1971     GOOD             AZHD
 EU0095
 EU0095                          STATION DESCRIPTION
 EU0095
 EU0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0095'THE STATION IS ON THE WEST SIDE OF THE RIGHT-OF-WAY OF THE ATCHISON,
 EU0095'TOPEKA AND SANTA FE RAILROAD, AND JUST EAST OF THE YUCCA-KINGMAN
 EU0095'ROAD, ABOUT 1/10 MILE SOUTH BY WEST OF RAILROAD BRIDGE NO. A-533.
 EU0095'IT IS 16 MILES, AIRLINE, SOUTH-SOUTHWEST OF KINGMAN, 5-1/2 MILES
 EU0095'SOUTH OF GRIFFITH, AND 2 MILES NORTH OF ATHOS.
 EU0095'
 EU0095'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 15-INCH
 EU0095'SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND, IS
 EU0095'STAMPED ATHOS 1948.  IT IS 15-1/2 FEET WEST OF THE RIGHT-OF-WAY
 EU0095'FENCE, 112 FEET WEST OF THE WEST RAIL, AND ABOUT 120 FEET EAST OF
 EU0095'THE YUCCA-KINGMAN ROAD.
 EU0095'
 EU0095'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 15-INCH
 EU0095'SQUARE CONCRETE POST, PROJECTING 2 INCHES ABOVE THE GROUND,
 EU0095'IS STAMPED ATHOS NO 1 1948.  IT IS 1-1/2 FEET WEST OF THE
 EU0095'RIGHT-OF-WAY FENCE AND IS APPROXIMATELY THE SAME ELEVATION AS THE
 EU0095'STATION MARK.
 EU0095'
 EU0095'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 15-INCH
 EU0095'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND, IS
 EU0095'STAMPED ATHOS NO 2 1948.  IT IS 1 FOOT WEST OF THE RIGHT-OF-WAY
 EU0095'FENCE AND APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 EU0095'
 EU0095'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 EU0095'WEST SIDE OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE NO. A 532, IS
 EU0095'STAMPED ATHOS 1948.
 EU0095'
 EU0095'BENCH MARK, IS A COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 EU0095'ELEV. 2279.106 FEET, IS SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST
 EU0095'ABUTMENT OF A RAILROAD BRIDGE.
 EU0095'
 EU0095'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN KINGMAN
 EU0095'GO SOUTH AND WEST ON U.S. HIGHWAY 66 FOR 4.8 MILES TO A DIRT ROAD
 EU0095'LEFT (KINGMAN-YUCCA ROAD).  TURN LEFT THROUGH A CATTLE GUARD AND GO
 EU0095'SOUTHERLY TOWARD YUCCA 10.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EU0095'CONTINUE 0.7 MILE TO THE STATION ON THE LEFT.  A DRIVE STATION.
 EU0095
 EU0095                          STATION RECOVERY (1955)
 EU0095
 EU0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0095'RECOVERED - THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH
 EU0095'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 EU0095'AND CORRECT.
 EU0095
 EU0095                          STATION RECOVERY (1956)
 EU0095
 EU0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 EU0095'ALL MARKS RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION FOR
 EU0095'REACHING THE STATION SITE FOLLOWS.  TO REACH FROM YUCCA, GO NORTH
 EU0095'ON U.S. 66 6.8 MILES TO A DIRT ROAD RIGHT, TURN RIGHT ON DIRT ROAD
 EU0095'0.3 MILE TO THE RAILROAD, TURN RIGHT ALONG WEST SIDE OF RAILROAD
 EU0095'0.75 MILES TO THE STATION ON THE LEFT.
 EU0095'
 EU0095'THE REMAINDER OF THE 1948 DESCRIPTION IS GOOD.
 EU0095
 EU0095                          STATION RECOVERY (1961)
 EU0095
 EU0095'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 EU0095'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EU0095
 EU0095                          STATION RECOVERY (1961)
 EU0095
 EU0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0095'STATION WAS RECOVERED AS DESCRIBED IN 1948 DESCRIPTION AND ALL
 EU0095'MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND
 EU0095'IN THE DIRECTION TO ALL MARKS.  A SECOND AND THIRD SET OF
 EU0095'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  A DESCRIPTION OF
 EU0095'B.M. NO. S IS DESCRIBED BELOW.  DUE TO ROAD CHANGES A COMPLETE
 EU0095'NEW TO REACH FOLLOWS--
 EU0095'
 EU0095'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 IN THE
 EU0095'SOUTHWEST EDGE OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY 66 FOR
 EU0095'14.35 MILES TO MILE POST 35, CONTINUE SOUTH ON U.S. HIGHWAY 66
 EU0095'FOR 0.15 MILE TO A CONCRETE BRIDGE, CONTINUE SOUTH ON U.S. HIGHWAY
 EU0095'66 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEAST
 EU0095'ON BLADED ROAD FOR 0.4 MILE TO T ROAD, TURN RIGHT AND GO SOUTH ON
 EU0095'WEST SIDE OF RAILROAD TRACKS FOR 0.15 MILE TO THE AZIMUTH MARK ON
 EU0095'LEFT IN RAILROAD BRIDGE, CONTINUE SOUTHERLY ON BLADED ROAD
 EU0095'FOR 0.75 MILE, TURN LEFT AND GO EAST-NORTHEAST FOR 70 YARDS
 EU0095'TO FENCE AND STATION.
 EU0095'
 EU0095'BENCH MARK, IS A COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 EU0095'ELEV. 2279.106 FEET, IS SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST
 EU0095'ABUTMENT OF A RAILROAD BRIDGE.
 EU0095'
 EU0095'THE ONLY CHANGE AT STATION IS STATION MARK IS NOW 206 FEET EAST
 EU0095'OF CENTER OF ROAD.
 EU0095'
 EU0095'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EU0095
 EU0095                          STATION RECOVERY (1961)
 EU0095
 EU0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0095'17.2 MI S FROM KINGMAN.
 EU0095'ABOUT 15.75 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EU0095'TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, THENCE 0.4 MILES
 EU0095'EAST ALONG A BLADED ROAD, THENCE 1.0 MILES SOUTH ALONG A BLADED
 EU0095'ROAD, 113 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 EU0095'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 188 FEET EAST OF THE
 EU0095'CENTER OF THE BLADED ROAD, 15.5 FEET WEST OF THE FENCE AND SET
 EU0095'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EU0095
 EU0095                          STATION RECOVERY (1971)
 EU0095
 EU0095'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 EU0095'GENERAL LOCATION-INT, 40, BETWEEN THE COLORADO RIVER AND
 EU0095'KINGMAN.  TO REACH FROM MILEPOST 33, INT. 40, NORTHERLY, FOR 0.5
 EU0095'MILES--PACK EASTERLY ABOUT 1/2 MILE TO THE SANTA FE RAILROAD TRACKS
 EU0095'AND TO THE STATION.
 EU0095'
 EU0095'TO REACH-THE STATION IS A STANDARD USC AND GS TRIANGULATION
 EU0095'BRACE CAP, SET IN A 14 IN, SQUARE BLOCK, UP 0.31, STAMPED,
 EU0095'ATHOS 1948, LOCATED 15 FT WEST OF THE WEST R/W FENCE LINE OF THE
 EU0095'SANTA FE RAILROAD.  R.M. NO 1 IS A STANDARD USC AND GS REFERENCE
 EU0095'MARK BRASS CAP SET IN A 14 IN SQUARE CONCRETE POST NE.
 EU0095'
 EU0095'STATION MARK-0.05 FT, STAMPED, ATHOS NO 1 1948 AND LOCATED 8 FT
 EU0095'WEST OF THE WEST RAILROAD R/W FENCE LINE.  R.M. NO. 2 IS A
 EU0095'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 14 IN SQUARE
 EU0095'CONCRETE POST, UP 0.15 FT, STAMPED ATHOS NO 2.
 EU0095'
 EU0095'REFERENCE MARKS-1948, AND 1.5 FT WEST OF THE WEST RAILROAD S/W
 EU0095'FENCE LINE.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0096 ***********************************************************************
 EU0096  DESIGNATION -  ATHOS RM 1
 EU0096  PID         -  EU0096
 EU0096  STATE/COUNTY-  AZ/MOHAVE
 EU0096  USGS QUAD   -  YUCCA NW (1970)
 EU0096
 EU0096                         *CURRENT SURVEY CONTROL
 EU0096  ___________________________________________________________________
 EU0096* NAD 83(1986)-  34 59 08.     (N)    114 07 58.     (W)     SCALED    
 EU0096* NAVD 88     -       695.02   (+/-2cm)    2280.2    (feet)  VERTCON   
 EU0096  ___________________________________________________________________
 EU0096  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EU0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0096
 EU0096.The horizontal coordinates were scaled from a topographic map and have
 EU0096.an estimated accuracy of +/- 6 seconds.
 EU0096
 EU0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0096.The vertical order pertains to the NGVD 29 superseded value.
 EU0096
 EU0096.The geoid height was determined by GEOID03.
 EU0096
 EU0096;                    North         East    Units  Estimated Accuracy
 EU0096;SPC AZ W     -   442,050.      178,410.      MT  (+/- 180 meters Scaled)
 EU0096
 EU0096                          SUPERSEDED SURVEY CONTROL
 EU0096
 EU0096  NGVD 29 (??/??/??)  694.274  (m)         2277.80   (f) ADJUSTED    2 0
 EU0096
 EU0096.Superseded values are not recommended for survey control.
 EU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0096.See file dsdata.txt to determine how the superseded data were derived.
 EU0096
 EU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617751(NAD 83)
 EU0096_MARKER: DR = REFERENCE MARK DISK
 EU0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0096_STAMPING: ATHOS NO 1 1948
 EU0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0096+STABILITY: SURFACE MOTION
 EU0096
 EU0096  HISTORY     - Date     Condition        Report By
 EU0096  HISTORY     - 1948     MONUMENTED       CGS
 EU0096  HISTORY     - 1961     GOOD             NGS
 EU0096
 EU0096                          STATION DESCRIPTION
 EU0096
 EU0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0096'17.2 MI S FROM KINGMAN.
 EU0096'ABOUT 15.75 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EU0096'TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, THENCE 0.4 MILES
 EU0096'EAST ALONG A BLADED ROAD, THENCE 1.0 MILES SOUTH ALONG A BLADED
 EU0096'ROAD, 99.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 EU0096'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 2 FEET WEST OF THE FENCE,
 EU0096'206 FEET EAST OF THE CENTER OF THE BLADED ROAD, 30.1 FEET
 EU0096'NORTH-NORTHEAST OF TRIANGULATION STATION ATHOS AND SET IN THE TOP
 EU0096'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0094 ***********************************************************************
 EU0094  DESIGNATION -  ATHOS RM 2
 EU0094  PID         -  EU0094
 EU0094  STATE/COUNTY-  AZ/MOHAVE
 EU0094  USGS QUAD   -  YUCCA NW (1970)
 EU0094
 EU0094                         *CURRENT SURVEY CONTROL
 EU0094  ___________________________________________________________________
 EU0094* NAD 83(1986)-  34 59 06.     (N)    114 07 57.     (W)     SCALED    
 EU0094* NAVD 88     -       694.95   (+/-2cm)    2280.0    (feet)  VERTCON   
 EU0094  ___________________________________________________________________
 EU0094  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EU0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0094
 EU0094.The horizontal coordinates were scaled from a topographic map and have
 EU0094.an estimated accuracy of +/- 6 seconds.
 EU0094
 EU0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0094.The vertical order pertains to the NGVD 29 superseded value.
 EU0094
 EU0094.The geoid height was determined by GEOID03.
 EU0094
 EU0094;                    North         East    Units  Estimated Accuracy
 EU0094;SPC AZ W     -   441,990.      178,440.      MT  (+/- 180 meters Scaled)
 EU0094
 EU0094                          SUPERSEDED SURVEY CONTROL
 EU0094
 EU0094  NGVD 29 (??/??/??)  694.204  (m)         2277.57   (f) ADJUSTED    2 0
 EU0094
 EU0094.Superseded values are not recommended for survey control.
 EU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0094.See file dsdata.txt to determine how the superseded data were derived.
 EU0094
 EU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617751(NAD 83)
 EU0094_MARKER: DR = REFERENCE MARK DISK
 EU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0094_STAMPING: ATHOS NO 2 1948
 EU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0094+STABILITY: SURFACE MOTION
 EU0094
 EU0094  HISTORY     - Date     Condition        Report By
 EU0094  HISTORY     - 1948     MONUMENTED       CGS
 EU0094  HISTORY     - 1961     GOOD             NGS
 EU0094
 EU0094                          STATION DESCRIPTION
 EU0094
 EU0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0094'17.2 MI S FROM KINGMAN.
 EU0094'ABOUT 15.75 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EU0094'TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, THENCE 0.4 MILES
 EU0094'EAST ALONG A BLADED ROAD, THENCE 1.0 MILES SOUTH ALONG A BLADED
 EU0094'ROAD, 99.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 EU0094'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 206 FEET EAST OF THE
 EU0094'CENTER OF THE BLADED ROAD, 2 FEET WEST OF THE FENCE, 189 FEET
 EU0094'SOUTH-SOUTHEAST OF TRIANGULATION STATION ATHOS AND SET IN THE
 EU0094'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0357 ***********************************************************************
 GQ0357  DESIGNATION -  ATKINS
 GQ0357  PID         -  GQ0357
 GQ0357  STATE/COUNTY-  AZ/MOHAVE
 GQ0357  USGS QUAD   -  RUSSELL SPRING (1979)
 GQ0357
 GQ0357                         *CURRENT SURVEY CONTROL
 GQ0357  ___________________________________________________________________
 GQ0357* NAD 83(1992)-  36 34 15.84098(N)    113 22 25.87791(W)     ADJUSTED  
 GQ0357* NAVD 88     -      1935.9    (meters)    6351.     (feet)  VERTCON   
 GQ0357  ___________________________________________________________________
 GQ0357  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 GQ0357  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 GQ0357  HORZ ORDER  -  SECOND
 GQ0357
 GQ0357.The horizontal coordinates were established by classical geodetic methods
 GQ0357.and adjusted by the National Geodetic Survey in August 1993.
 GQ0357
 GQ0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0357
 GQ0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0357
 GQ0357.The geoid height was determined by GEOID03.
 GQ0357
 GQ0357;                    North         East     Units Scale Factor Converg.
 GQ0357;SPC AZ W     -   617,961.041   247,026.252   MT  0.99994729   +0 13 26.8
 GQ0357;SPC AZ W     - 2,027,431.24    810,453.58   iFT  0.99994729   +0 13 26.8
 GQ0357;UTM  12      - 4,049,913.824   287,585.445   MT  1.00015592   -1 24 53.7
 GQ0357
 GQ0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0357!SPC AZ W     -   0.99969997  x   0.99994729  =   0.99964728
 GQ0357!UTM  12      -   0.99969997  x   1.00015592  =   0.99985585
 GQ0357
 GQ0357|---------------------------------------------------------------------|
 GQ0357| PID    Reference Object                     Distance      Geod. Az  |
 GQ0357|                                                           dddmmss.s |
 GQ0357| CH2222 ATKINS RM 1                                        18416     |
 GQ0357| GQ0379 POVERTY                             APPROX.21.8 KM 2110243.9 |
 GQ0357| CH2223 ATKINS RM 2                           8.498 METERS 26643     |
 GQ0357|---------------------------------------------------------------------|
 GQ0357
 GQ0357                          SUPERSEDED SURVEY CONTROL
 GQ0357
 GQ0357  NAD 83(1986)-  36 34 15.83626(N)    113 22 25.87646(W) AD(       ) 2
 GQ0357  NAD 27      -  36 34 15.90600(N)    113 22 23.06600(W) AD(       ) 2
 GQ0357  NGVD 29 (07/19/86) 1935.0    (m)         6348.     (f) VERT ANG    3  
 GQ0357
 GQ0357.Superseded values are not recommended for survey control.
 GQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0357.See file dsdata.txt to determine how the superseded data were derived.
 GQ0357
 GQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8758549914(NAD 83)
 GQ0357_MARKER: DS = TRIANGULATION STATION DISK
 GQ0357_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0357
 GQ0357  HISTORY     - Date     Condition        Report By
 GQ0357  HISTORY     - 1953     MONUMENTED       CGS
 GQ0357
 GQ0357                          STATION DESCRIPTION
 GQ0357
 GQ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0357'THE STATION IS LOCATED ON A DARK COLORED, FLAT-TOPPED BUTTE
 GQ0357'THAT IS THE HIGHEST POINT IN THE GENERAL VICINITY AND IS
 GQ0357'VISIBLY PROMINENT FROM ALL DIRECTIONS.  IT IS ABOUT 58 MILES
 GQ0357'SOUTHWEST OF KANAB, UTAH.  38 MILES SOUTH-SOUTHEAST OF ST.
 GQ0357'GEORGE, UTAH.  AND ABOUT 12 MILES NORTH-NORTHWEST OF MT.
 GQ0357'TRUMBULL SCHOOL.
 GQ0357'
 GQ0357'THE STATION CAN BE REACHED FROM THE POST OFFICE IN ST. GEORGE
 GQ0357'(UTAH) BY GOING EAST FOR 0.7 MILE TO THE NORTHEAST CORNER
 GQ0357'OF A CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST ON THE PAVED
 GQ0357'ROAD FOR 2.1 MILES TO A FORK ON THE SOUTH SIDE OF THE VIRGIN
 GQ0357'RIVER.  TAKE THE RIGHT FORK, SOUTHERLY, FOR 1.4 MILES TO A
 GQ0357'FORK.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED
 GQ0357'ROAD, SOUTH AND SOUTHWEST, FOR 1.4 MILES TO A FORK.  TAKE
 GQ0357'THE LEFT FORK AND CONTINUE ON THE MAIN ROAD, SOUTHERLY, FOR
 GQ0357'23.5 MILES TO WOLF HOLE.  CONTINUE FOR 0.5 MILE TO A FORK.
 GQ0357'TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR 2.6 MILES
 GQ0357'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD
 GQ0357'EAST AND SOUTH FOR 15.0 MILES TO A ROAD TO THE LEFT THAT
 GQ0357'LEADS TO THE ATKINS RANCH.  (TO REACH THE AZIMUTH MARK FROM
 GQ0357'HERE, CONTINUE ON THE MAIN ROAD FOR 0.8 MILE, THEN
 GQ0357'RIGHT FOR 0.15 MILE TO THE MARK ON THE LEFT.) TAKE THE
 GQ0357'ROAD TOWARD THE ATKINS RANCH FOR 0.5 MILE TO A REVERSE FORK
 GQ0357'ABOUT 200 YARDS NORTH OF AN OLD SCHOOL HOUSE.  CONTINUE
 GQ0357'FOR 0.25 MILE TO A DIM ROAD TO THE LEFT.  TURN LEFT AND
 GQ0357'FOLLOW THE TRACK ROAD FOR 0.6 MILE TO A GATE.  PASS
 GQ0357'THROUGH THE GATE AND CONTINUE 0.2 MILE TO THE END OF THE
 GQ0357'ROAD.  FROM THIS POINT A FOUR-WHEEL DRIVE VEHICLE CAN BE
 GQ0357'DRIVEN TO THE BENCH NEAR THE SOUTHEAST POINT OF THE BUTTE
 GQ0357'BY GOING NORTHEAST UP THE RIDGE INTO A SADDLE, THEN NORTH
 GQ0357'AND NORTHWEST TO THE BENCH, A DISTANCE OF ABOUT 0.5 MILE.
 GQ0357'PACK NORTHWEST TO THE HIGHEST POINT AND THE STATION.  THIS IS
 GQ0357'A 30 MINUTE PACK FROM THE BENCH.
 GQ0357'
 GQ0357'THE STATION MARK, STAMPED ATKINS 1953, IS A STANDARD DISK THAT
 GQ0357'IS SET IN A DRILL HOLE IN BEDROCK WHICH PROTRUDES FROM THE
 GQ0357'SURFACE ABOUT 10 INCHES.
 GQ0357'
 GQ0357'REFERENCE MARK 1, STAMPED ATKINS NO 1 1953, IS A STANDARD
 GQ0357'DISK THAT IS SET IN BEDROCK THAT PROTRUDES ABOUT 8 INCHES.
 GQ0357'IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 GQ0357'
 GQ0357'REFERENCE MARK 2, STAMPED ATKINS NO 2 1953, IS A STANDARD
 GQ0357'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH PROTRUDES
 GQ0357'ABOUT 1 FOOT FROM THE SURFACE.  IT IS ABOUT 2 FEET LOWER
 GQ0357'IN ELEVATION THAN THE STATION.
 GQ0357'
 GQ0357'1/4 CORNER S5, S8 IS A STANDARD U.S. GENERAL LAND OFFICE
 GQ0357'(U.S. BUREAU OF LAND MANAGEMENT) DISK THAT IS RIVETED TO
 GQ0357'THE TOP OF AN INCH PIPE AND REINFORCED WITH A CONCRETE POST.
 GQ0357'THE MARK IS STAMPED 1/4 S5 S8 1924.  IT IS 17 FEET WEST OF
 GQ0357'THE MIDDLE OF THE ROAD, 4 FEET NORTH OF A WITNESS POST, AND
 GQ0357'1 FOOT EAST OF A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0941 ***********************************************************************
 FR0941  DESIGNATION -  ATT TOWER 20 MI SW SELIGMAN
 FR0941  PID         -  FR0941
 FR0941  STATE/COUNTY-  AZ/YAVAPAI
 FR0941  USGS QUAD   -  SQUAW PEAK (1980)
 FR0941
 FR0941                         *CURRENT SURVEY CONTROL
 FR0941  ___________________________________________________________________
 FR0941* NAD 83(1992)-  35 12 55.62910(N)    113 06 07.06687(W)     ADJUSTED  
 FR0941* NAVD 88     -              **(meters)            **(feet)            
 FR0941  ___________________________________________________________________
 FR0941  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 FR0941  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FR0941  HORZ ORDER  -  THIRD
 FR0941
 FR0941.The horizontal coordinates were established by classical geodetic methods
 FR0941.and adjusted by the National Geodetic Survey in August 1993.
 FR0941
 FR0941
 FR0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0941
 FR0941.The geoid height was determined by GEOID03.
 FR0941
 FR0941;                    North         East     Units Scale Factor Converg.
 FR0941;SPC AZ C     -   468,118.389   105,449.043   MT  1.00004347   -0 41 00.9
 FR0941;SPC AZ C     - 1,535,821.49    345,961.43   iFT  1.00004347   -0 41 00.9
 FR0941;UTM  12      - 3,898,960.574   308,682.019   MT  1.00005111   -1 12 44.9
 FR0941
 FR0941                          SUPERSEDED SURVEY CONTROL
 FR0941
 FR0941  NAD 83(1986)-  35 12 55.62696(N)    113 06 07.06853(W) AD(       ) 4
 FR0941  NAD 27      -  35 12 55.60900(N)    113 06 04.37900(W) AD(       ) 3
 FR0941
 FR0941.Superseded values are not recommended for survey control.
 FR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0941.See file dsdata.txt to determine how the superseded data were derived.
 FR0941
 FR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0868298961(NAD 83)
 FR0941_MARKER: 55 = TOWER
 FR0941
 FR0941  HISTORY     - Date     Condition        Report By
 FR0941  HISTORY     - 1962     FIRST OBSERVED   CGS
 FR0941
 FR0941                          STATION DESCRIPTION
 FR0941
 FR0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0941'STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF SELIGMAN AND
 FR0941'ABOUT 4.5 MILES SOUTH OF SELIGMAN-KINGMAN GRADED ROAD.
 FR0941'
 FR0941'TO REACH FROM THE SELIGMAN POST OFFICE, GO SOUTH 0.05 MILE
 FR0941'TO U.S. HIGHWAY 66, TURN RIGHT ON U.S. HIGHWAY 66 AND GO
 FR0941'WESTERLY FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 FR0941'FOLLOW MAIN GRADED ROAD WESTERLY FOR 10.8 MILES TO FORK AND
 FR0941'SIGN DOBSON LIVESTOCK CO. FORK ROCK RANCH, KEEP LEFT AND GO
 FR0941'SOUTHWESTERLY THEN SOUTH ON GRADED ROAD FOR 6 MILES TO A
 FR0941'SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY FOR 0.3 MILES,
 FR0941'THENCE NORTHERLY FOLLOWING BLADED ROAD UP HILL FOR 1.8 MILES
 FR0941'TO TOP OF HILL TO A.T. AND T. CO. BUILDING AND RELAY TOWER.
 FR0941'
 FR0941'STATION IS A STEEL TOWER, IS SUPPORTED BY 4 LEGS, HAS 4
 FR0941'REFLECTORS ON TOP AND IS APPROXIMATELY 50 FEET HIGH.
 FR0941'
 FR0941'POINT INTERSECTED WAS CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0371 ***********************************************************************
 GQ0371  DESIGNATION -  AUBREY
 GQ0371  PID         -  GQ0371
 GQ0371  STATE/COUNTY-  AZ/COCONINO
 GQ0371  USGS QUAD   -  VULCANS THRONE SE (1967)
 GQ0371
 GQ0371                         *CURRENT SURVEY CONTROL
 GQ0371  ___________________________________________________________________
 GQ0371* NAD 83(1992)-  36 00 18.17796(N)    113 06 35.20404(W)     ADJUSTED  
 GQ0371* NAVD 88     -      2142.     (meters)    7028.     (feet)  SCALED    
 GQ0371  ___________________________________________________________________
 GQ0371  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 GQ0371  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 GQ0371  HORZ ORDER  -  FIRST
 GQ0371
 GQ0371.The horizontal coordinates were established by classical geodetic methods
 GQ0371.and adjusted by the National Geodetic Survey in August 1993.
 GQ0371
 GQ0371.The orthometric height was scaled from a topographic map.
 GQ0371
 GQ0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0371
 GQ0371.The geoid height was determined by GEOID03.
 GQ0371
 GQ0371;                    North         East     Units Scale Factor Converg.
 GQ0371;SPC AZ C     -   555,731.512   105,799.793   MT  1.00004251   -0 42 05.2
 GQ0371;SPC AZ C     - 1,823,266.12    347,112.18   iFT  1.00004251   -0 42 05.2
 GQ0371;SPC AZ W     -   555,281.188   271,077.542   MT  0.99997437   +0 22 34.9
 GQ0371;SPC AZ W     - 1,821,788.67    889,362.01   iFT  0.99997437   +0 22 34.9
 GQ0371;UTM  12      - 3,986,567.089   309,849.377   MT  1.00004554   -1 14 26.2
 GQ0371
 GQ0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0371!SPC AZ C     -   0.99966772  x   1.00004251  =   0.99971021
 GQ0371!SPC AZ W     -   0.99966772  x   0.99997437  =   0.99964210
 GQ0371!UTM  12      -   0.99966772  x   1.00004554  =   0.99971324
 GQ0371
 GQ0371:                Primary Azimuth Mark                     Grid Az
 GQ0371:SPC AZ C     -  TENDERFOOT                               052 55 55.8
 GQ0371:SPC AZ W     -  TENDERFOOT                               051 51 15.7
 GQ0371:UTM  12      -  TENDERFOOT                               053 28 16.8
 GQ0371
 GQ0371|---------------------------------------------------------------------|
 GQ0371| PID    Reference Object                     Distance      Geod. Az  |
 GQ0371|                                                           dddmmss.s |
 GQ0371| GQ0307 TENDERFOOT                          APPROX.32.7 KM 0521350.6 |
 GQ0371| CH2224 AUBREY RM 1                           4.168 METERS 10029     |
 GQ0371| GQ0370 AUBREY AZ MK 2                      APPROX. 1.4 KM 2622910.7 |
 GQ0371| GQ0369 AUBREY AZ MK 1                      APPROX. 1.2 KM 2833845.1 |
 GQ0371| CH2225 AUBREY RM 2                           5.740 METERS 33412     |
 GQ0371|---------------------------------------------------------------------|
 GQ0371
 GQ0371                          SUPERSEDED SURVEY CONTROL
 GQ0371
 GQ0371  NAD 83(1986)-  36 00 18.17026(N)    113 06 35.20294(W) AD(       ) 1
 GQ0371  NAD 27      -  36 00 18.22500(N)    113 06 32.46500(W) AD(       ) 1
 GQ0371
 GQ0371.Superseded values are not recommended for survey control.
 GQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0371.See file dsdata.txt to determine how the superseded data were derived.
 GQ0371
 GQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0984986567(NAD 83)
 GQ0371_MARKER: DS = TRIANGULATION STATION DISK
 GQ0371_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0371
 GQ0371  HISTORY     - Date     Condition        Report By
 GQ0371  HISTORY     - 1935     MONUMENTED       CGS
 GQ0371  HISTORY     - 1936     GOOD             CGS
 GQ0371
 GQ0371                          STATION DESCRIPTION
 GQ0371
 GQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 GQ0371'ON THE NORTHERN ONE OF TWO PEAKS OF NEARLY THE SAME ELEVATION,
 GQ0371'NEAR THE NORTHERN END OF THE AUBREY CLIFFS ON THE EAST SIDE
 GQ0371'OF PROSPECT VALLEY, AND THREE MILES SOUTH OF THE POINT WHERE
 GQ0371'THE VALLEY NARROWS DOWN BETWEEN VERTICAL CLIFFS.  ABOUT 7
 GQ0371'MILES SOUTHEAST OF THE COLORADO RIVER AT THE NEAREST POINT,
 GQ0371'AND 1-1/2 MILES NORTHEAST OF THE MOST NORTHERN TANK AND CORRAL
 GQ0371'IN PROSPECT VALLEY.  THE MOST WESTERN SPUR LEADING FROM
 GQ0371'THE TOP OF THE CLIFFS TO THE VALLEY LEADS OFF OF THE SOUTHERN
 GQ0371'OF THE TWO PEAKS.  OBSERVATIONS TAKEN FROM 18-FOOT TOWER.
 GQ0371'SURFACE AND TWO REFERENCE MARKS SET INTO A DRILL HOLE IN ROCK OUTCROP.
 GQ0371'
 GQ0371'REACHED FROM PEACH SPRINGS AS FOLLOWS--GO EAST ON U.S. HIGHWAY
 GQ0371'66 FOR 17 MILES, TURN LEFT OFF THE HIGHWAY, FOLLOW THE GRADED
 GQ0371'ROAD NORTH FOR 23 MILES TO A RANCH HOUSE, PASS TO THE EAST
 GQ0371'OF THE HOUSE AND CONTINUE NORTH AND EAST 8.0 MILES, TAKE
 GQ0371'LEFT FORK AND GO 0.5 MILE TO AN ABANDONED SAWMILL SITE AND
 GQ0371'HOUSES, PASS THE HOUSES AND TAKE A RIGHT FORK ACROSS A SMALL
 GQ0371'FLAT AND CONTINUE ON ROAD FOR 4.8 MILES TO WHERE THE CANYON
 GQ0371'WIDENS OUT, THIS IS PROSPECT VALLEY, TAKE THE RIGHT FORK,
 GQ0371'GO 1.3 MILES AND TURN RIGHT (NORTH) DOWN THE VALLEY.  GO
 GQ0371'2.5 MILES AND PASS A TANK AND ROUND CORRAL, CONTINUE 1.6
 GQ0371'MILES TO END OF TRUCK TRAVEL WEST OF STATION.  FROM END OF
 GQ0371'TRUCK TRAVEL ASCEND THE MOST WESTERN SPUR OF THE CLIFFS
 GQ0371'TO THE SUMMIT, THENCE NORTH ALONG THE RIM OF THE CLIFFS
 GQ0371'1/4 MILE TO THE STATION.  A PACK OF 1-1/2 HOURS.
 GQ0371
 GQ0371                          STATION RECOVERY (1936)
 GQ0371
 GQ0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0371'STATION FOUND AS DESCRIBED IN GOOD CONDITION, ORIGINAL DESCRIPTION
 GQ0371'ADEQUATE.  TWO AZIMUTH MARKS WERE ESTABLISHED AT THIS STATION,
 GQ0371'STAMPED NO. 1 AND NO. 2, 1934-1936.  BOTH ARE STANDARD DISKS
 GQ0371'CEMENTED IN DRILL HOLES IN BURIED BOULDERS.  NO. 2 IS AT THE
 GQ0371'END OF TRUCK TRAVEL AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 GQ0371'END OF TRUCK TRAVEL IS IN A SMALL FLAT SAGE MEADOW.  NO. 2
 GQ0371'IS IN THE CENTER OF THIS VALLEY IN A SMALL GRASSY SPOT WITHOUT
 GQ0371'MUCH SAGE.  NO. 1 IS DIRECTLY NORTH 0.3 MILE.  TRUCK CAN
 GQ0371'BE DRIVEN TO NO. 1 BY DODGING THROUGH THE SAGE.  THE DISTANCE
 GQ0371'BETWEEN THE AZIMUTH MARKS WAS MEASURED.  DISTANCE--488.525
 GQ0371'METERS.  BOTH AZIMUTH MARKS WERE OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0369 ***********************************************************************
 GQ0369  DESIGNATION -  AUBREY AZ MK 1
 GQ0369  PID         -  GQ0369
 GQ0369  STATE/COUNTY-  AZ/COCONINO
 GQ0369  USGS QUAD   -  VULCANS THRONE SE (1967)
 GQ0369
 GQ0369                         *CURRENT SURVEY CONTROL
 GQ0369  ___________________________________________________________________
 GQ0369* NAD 83(1992)-  36 00 27.55895(N)    113 07 22.77516(W)     ADJUSTED  
 GQ0369* NAVD 88     -      1734.     (meters)    5689.     (feet)  SCALED    
 GQ0369  ___________________________________________________________________
 GQ0369  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 GQ0369  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 GQ0369  HORZ ORDER  -  THIRD
 GQ0369
 GQ0369.The horizontal coordinates were established by classical geodetic methods
 GQ0369.and adjusted by the National Geodetic Survey in August 1993.
 GQ0369
 GQ0369.The orthometric height was scaled from a topographic map.
 GQ0369
 GQ0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0369
 GQ0369.The geoid height was determined by GEOID03.
 GQ0369
 GQ0369;                    North         East     Units Scale Factor Converg.
 GQ0369;SPC AZ C     -   556,035.310   104,612.045   MT  1.00004567   -0 42 33.3
 GQ0369;SPC AZ C     - 1,824,262.83    343,215.37   iFT  1.00004567   -0 42 33.3
 GQ0369;SPC AZ W     -   555,562.569   269,884.373   MT  0.99997269   +0 22 07.0
 GQ0369;SPC AZ W     - 1,822,711.84    885,447.42   iFT  0.99997269   +0 22 07.0
 GQ0369;UTM  12      - 3,986,882.053   308,664.536   MT  1.00005111   -1 14 54.5
 GQ0369
 GQ0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0369!SPC AZ C     -   0.99973172  x   1.00004567  =   0.99977738
 GQ0369!SPC AZ W     -   0.99973172  x   0.99997269  =   0.99970442
 GQ0369!UTM  12      -   0.99973172  x   1.00005111  =   0.99978282
 GQ0369
 GQ0369:                Primary Azimuth Mark                     Grid Az
 GQ0369:SPC AZ C     -  AUBREY                                   104 20 50.4
 GQ0369:SPC AZ W     -  AUBREY                                   103 16 10.1
 GQ0369:UTM  12      -  AUBREY                                   104 53 11.6
 GQ0369
 GQ0369|---------------------------------------------------------------------|
 GQ0369| PID    Reference Object                     Distance      Geod. Az  |
 GQ0369|                                                           dddmmss.s |
 GQ0369| GQ0371 AUBREY                              APPROX. 1.2 KM 1033817.1 |
 GQ0369| GQ0370 AUBREY AZ MK 2                      488.527 METERS 1973237.8 |
 GQ0369|---------------------------------------------------------------------|
 GQ0369
 GQ0369                          SUPERSEDED SURVEY CONTROL
 GQ0369
 GQ0369  NAD 83(1986)-  36 00 27.55137(N)    113 07 22.77395(W) AD(       ) 3
 GQ0369  NAD 27      -  36 00 27.60600(N)    113 07 20.03500(W) AD(       ) 3
 GQ0369
 GQ0369.Superseded values are not recommended for survey control.
 GQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0369.See file dsdata.txt to determine how the superseded data were derived.
 GQ0369
 GQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0866586882(NAD 83)
 GQ0369_MARKER: DS = TRIANGULATION STATION DISK
 GQ0369_SETTING: 80 = SET IN A BOULDER
 GQ0369_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0369+STABILITY: SURFACE MOTION
 GQ0369
 GQ0369  HISTORY     - Date     Condition        Report By
 GQ0369  HISTORY     - 1936     MONUMENTED       CGS
 GQ0369  HISTORY     - 1955     GOOD             CGS
 GQ0369
 GQ0369                          STATION DESCRIPTION
 GQ0369
 GQ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0369'THIS STATION IS AN AZIMUTH MARK FOR STATION AUBREY (1935).
 GQ0369'IT IS IN A VALLEY COVERED WITH SAGE BRUSH, ABOUT 1 MILE WEST
 GQ0369'OF STATION AUBREY, AND ABOUT 200 YARDS NORTH OF A RIDGE THAT
 GQ0369'BOUNDS THE VALLEY TO THE NORTH.
 GQ0369'
 GQ0369'STANDARD DISK
 GQ0369'CEMENTED IN DRILL HOLE IN BURIED BOULDER.
 GQ0369'
 GQ0369'STATION AUBREY REACHED FROM PEACH SPRINGS AS FOLLOWS--GO EAST ON U.S.
 GQ0369'HIGHWAY 66 FOR 17 MILES, TURN LEFT OFF THE HIGHWAY, FOLLOW THE GRADED
 GQ0369'ROAD NORTH FOR 23 MILES TO A RANCH HOUSE, PASS TO THE EAST
 GQ0369'OF THE HOUSE AND CONTINUE NORTH AND EAST 8.0 MILES, TAKE
 GQ0369'LEFT FORK AND GO 0.5 MILE TO AN ABANDONED SAWMILL SITE AND
 GQ0369'HOUSES, PASS THE HOUSES AND TAKE A RIGHT FORK ACROSS A SMALL
 GQ0369'FLAT AND CONTINUE ON ROAD FOR 4.8 MILES TO WHERE THE CANYON
 GQ0369'WIDENS OUT, THIS IS PROSPECT VALLEY, TAKE THE RIGHT FORK,
 GQ0369'GO 1.3 MILES AND TURN RIGHT (NORTH) DOWN THE VALLEY.  GO
 GQ0369'2.5 MILES AND PASS A TANK AND ROUND CORRAL, CONTINUE 1.6
 GQ0369'MILES TO END OF TRUCK TRAVEL WEST OF STATION.  FROM END OF
 GQ0369'TRUCK TRAVEL ASCEND THE MOST WESTERN SPUR OF THE CLIFFS
 GQ0369'TO THE SUMMIT, THENCE NORTH ALONG THE RIM OF THE CLIFFS
 GQ0369'1/4 MILE TO STATION AUBREY.  A PACK OF 1-1/2 HOURS.
 GQ0369'TRUCK CAN BE DRIVEN TO AUBREY AZ MK NO. 1 BY DODGING THROUGH THE SAGE.
 GQ0369'
 GQ0369'A 4-FOOT STAND USED OVER THIS MARK CLEARED BOTH LINES.
 GQ0369'
 GQ0369'THE MARK IS STAMPED AUBERY AZIMUTH MARK NO. 1, 1934, 1936.
 GQ0369
 GQ0369                          STATION RECOVERY (1955)
 GQ0369
 GQ0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GQ0369'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  DIRECTIONS
 GQ0369'TO REACH THE STATION HAVE BECOME OBSOLETE.
 GQ0369'
 GQ0369'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS, GO E ON U.S.
 GQ0369'HIGHWAY 66 FOR 6.8 MI. TO HAVASAU CANYON ROAD.  TURN LEFT
 GQ0369'ON HAVASAU CANYON ROAD AND GO N FOR 22.55 MI. TO A FORK JUST
 GQ0369'N OF A WHITE BRICK SCHOOLHOUSE.  TURN LEFT AND PROCEED ON
 GQ0369'THE MAIN-TRAVELED ROAD FOR 1.05 MI. TO A BARN AND WINDMILL ON
 GQ0369'THE LEFT.  CONTINUE ON THE MAIN-TRAVELED ROAD FOR 2.7 MI.
 GQ0369'TO A CABIN ON THE RIGHT, CONTINUE ON THE MAIN-TRAVELED ROAD
 GQ0369'FOR 2.7 MI. TO A FORK AND SIGN READING SALT GROUNDS 6 MILES,
 GQ0369'PROSPECT LOOKOUT MILES, TAKE THE LEFT FORK FOR 150 FT., TAKE
 GQ0369'THE RIGHT FORK AND CONTINUE FOR 2.0 MI. TO A T-ROAD ON THE
 GQ0369'RIGHT.  CONTINUE STRAIGHT ON THE MAIN-TRAVELED ROAD FOR 3.1
 GQ0369'MI. TO A FORK, TAKE THE LEFT FORK AND CONTINUE FOR 0.15
 GQ0369'MI.  TO A GATE AND A FORK.  TAKE THE RIGHT FORK
 GQ0369'(MAIN-TRAVELED ROAD) FOR 1.15 MI. TO A GATE.  THERE IS
 GQ0369'AN EARTH TANK AND CORRAL ON THE LEFT.  TURN TO THE RIGHT
 GQ0369'(AFTER PASSING THROUGH A GATE) FOR 2.35 MI. TO THE FORK.
 GQ0369'TAKE THE RIGHT FORK FOR 0.3 MI. TO AN EARTH TANK AND
 GQ0369'ROUND CORRAL ON THE LEFT.  CONTINUE FOR 1.5 MI. TO A DIM FORK,
 GQ0369'TAKE THE LEFT FORK FOR 0.2 MI.  HERE TURN OFF THE ROAD
 GQ0369'AND TRAVEL N ACROSS THE VALLEY FOR 0.2 MI TO THE
 GQ0369'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0370 ***********************************************************************
 GQ0370  DESIGNATION -  AUBREY AZ MK 2
 GQ0370  PID         -  GQ0370
 GQ0370  STATE/COUNTY-  AZ/COCONINO
 GQ0370  USGS QUAD   -  VULCANS THRONE SE (1967)
 GQ0370
 GQ0370                         *CURRENT SURVEY CONTROL
 GQ0370  ___________________________________________________________________
 GQ0370* NAD 83(1992)-  36 00 12.44620(N)    113 07 28.65509(W)     ADJUSTED  
 GQ0370* NAVD 88     -      1733.     (meters)    5686.     (feet)  SCALED    
 GQ0370  ___________________________________________________________________
 GQ0370  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 GQ0370  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 GQ0370  HORZ ORDER  -  THIRD
 GQ0370
 GQ0370.The horizontal coordinates were established by classical geodetic methods
 GQ0370.and adjusted by the National Geodetic Survey in August 1993.
 GQ0370
 GQ0370.The orthometric height was scaled from a topographic map.
 GQ0370
 GQ0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0370
 GQ0370.The geoid height was determined by GEOID03.
 GQ0370
 GQ0370;                    North         East     Units Scale Factor Converg.
 GQ0370;SPC AZ C     -   555,571.344   104,459.024   MT  1.00004608   -0 42 36.5
 GQ0370;SPC AZ C     - 1,822,740.63    342,713.33   iFT  1.00004608   -0 42 36.5
 GQ0370;SPC AZ W     -   555,095.841   269,740.118   MT  0.99997249   +0 22 03.5
 GQ0370;SPC AZ W     - 1,821,180.58    884,974.14   iFT  0.99997249   +0 22 03.5
 GQ0370;UTM  12      - 3,986,419.544   308,507.155   MT  1.00005185   -1 14 57.5
 GQ0370
 GQ0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0370!SPC AZ C     -   0.99973188  x   1.00004608  =   0.99977795
 GQ0370!SPC AZ W     -   0.99973188  x   0.99997249  =   0.99970438
 GQ0370!UTM  12      -   0.99973188  x   1.00005185  =   0.99978371
 GQ0370
 GQ0370:                Primary Azimuth Mark                     Grid Az
 GQ0370:SPC AZ C     -  AUBREY AZ MK 1                           018 15 10.8
 GQ0370:SPC AZ W     -  AUBREY AZ MK 1                           017 10 30.8
 GQ0370:UTM  12      -  AUBREY AZ MK 1                           018 47 31.8
 GQ0370
 GQ0370|---------------------------------------------------------------------|
 GQ0370| PID    Reference Object                     Distance      Geod. Az  |
 GQ0370|                                                           dddmmss.s |
 GQ0370| GQ0369 AUBREY AZ MK 1                      488.527 METERS 0173234.3 |
 GQ0370| GQ0371 AUBREY                              APPROX. 1.4 KM 0822839.2 |
 GQ0370|---------------------------------------------------------------------|
 GQ0370
 GQ0370                          SUPERSEDED SURVEY CONTROL
 GQ0370
 GQ0370  NAD 83(1986)-  36 00 12.43868(N)    113 07 28.65389(W) AD(       ) 3
 GQ0370  NAD 27      -  36 00 12.49300(N)    113 07 25.91500(W) AD(       ) 3
 GQ0370
 GQ0370.Superseded values are not recommended for survey control.
 GQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0370.See file dsdata.txt to determine how the superseded data were derived.
 GQ0370
 GQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0850786420(NAD 83)
 GQ0370_MARKER: DS = TRIANGULATION STATION DISK
 GQ0370_SETTING: 80 = SET IN A BOULDER
 GQ0370_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GQ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0370+STABILITY: SURFACE MOTION
 GQ0370
 GQ0370  HISTORY     - Date     Condition        Report By
 GQ0370  HISTORY     - 1952     MONUMENTED       CGS
 GQ0370
 GQ0370                          STATION DESCRIPTION
 GQ0370
 GQ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GQ0370'STANDARD DISK CEMENTED IN DRILL HOLE IN BURIED BOULDER.
 GQ0370'
 GQ0370'STATION AUBREY REACHED FROM PEACH SPRINGS AS FOLLOWS--GO EAST ON U.S.
 GQ0370'HIGHWAY 66 FOR 17 MILES, TURN LEFT OFF THE HIGHWAY, FOLLOW THE GRADED
 GQ0370'ROAD NORTH FOR 23 MILES TO A RANCH HOUSE, PASS TO THE EAST
 GQ0370'OF THE HOUSE AND CONTINUE NORTH AND EAST 8.0 MILES, TAKE
 GQ0370'LEFT FORK AND GO 0.5 MILE TO AN ABANDONED SAWMILL SITE AND
 GQ0370'HOUSES, PASS THE HOUSES AND TAKE A RIGHT FORK ACROSS A SMALL
 GQ0370'FLAT AND CONTINUE ON ROAD FOR 4.8 MILES TO WHERE THE CANYON
 GQ0370'WIDENS OUT, THIS IS PROSPECT VALLEY, TAKE THE RIGHT FORK,
 GQ0370'GO 1.3 MILES AND TURN RIGHT (NORTH) DOWN THE VALLEY.  GO
 GQ0370'2.5 MILES AND PASS A TANK AND ROUND CORRAL, CONTINUE 1.6
 GQ0370'MILES TO END OF TRUCK TRAVEL WEST OF STATION AUBREY.
 GQ0370'NO. 2 IS AT THE END OF TRUCK TRAVEL.
 GQ0370'END OF TRUCK TRAVEL IS IN A SMALL FLAT SAGE MEADOW.  NO. 2
 GQ0370'IS IN THE CENTER OF THIS VALLEY IN A SMALL GRASSY SPOT WITHOUT
 GQ0370'MUCH SAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0720 ***********************************************************************
 DT0720  DESIGNATION -  AUGER
 DT0720  PID         -  DT0720
 DT0720  STATE/COUNTY-  AZ/APACHE
 DT0720  USGS QUAD   -  NUTRIOSO (1991)
 DT0720
 DT0720                         *CURRENT SURVEY CONTROL
 DT0720  ___________________________________________________________________
 DT0720* NAD 83(1992)-  33 57 48.31270(N)    109 12 25.02565(W)     ADJUSTED  
 DT0720* NAVD 88     -      2340.7    (meters)    7679.     (feet)  VERTCON   
 DT0720  ___________________________________________________________________
 DT0720  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DT0720  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DT0720  HORZ ORDER  -  SECOND
 DT0720
 DT0720.The horizontal coordinates were established by classical geodetic methods
 DT0720.and adjusted by the National Geodetic Survey in August 1993.
 DT0720
 DT0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0720
 DT0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0720
 DT0720.The geoid height was determined by GEOID03.
 DT0720
 DT0720;                    North         East     Units Scale Factor Converg.
 DT0720;SPC AZ E     -   329,011.757   302,053.763   MT  0.99999694   +0 32 10.3
 DT0720;SPC AZ E     - 1,079,434.90    990,990.04   iFT  0.99999694   +0 32 10.3
 DT0720;UTM  12      - 3,759,548.553   665,665.324   MT  0.99993833   +1 00 07.0
 DT0720
 DT0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0720!SPC AZ E     -   0.99963617  x   0.99999694  =   0.99963311
 DT0720!UTM  12      -   0.99963617  x   0.99993833  =   0.99957452
 DT0720
 DT0720|---------------------------------------------------------------------|
 DT0720| PID    Reference Object                     Distance      Geod. Az  |
 DT0720|                                                           dddmmss.s |
 DT0720| CD1534 AUGER RM 1                           13.023 METERS 02341     |
 DT0720| DT0721 NUTRIOSO                            APPROX. 0.7 KM 1952558.1 |
 DT0720| CD1535 AUGER RM 2                           13.229 METERS 20408     |
 DT0720|---------------------------------------------------------------------|
 DT0720
 DT0720                          SUPERSEDED SURVEY CONTROL
 DT0720
 DT0720  NAD 83(1986)-  33 57 48.31133(N)    109 12 25.02970(W) AD(       ) 2
 DT0720  NAD 27      -  33 57 48.13298(N)    109 12 22.73629(W) AD(       ) 2
 DT0720  NGVD 29 (07/19/86) 2339.7    (m)         7676.     (f) VERT ANG    3  
 DT0720
 DT0720.Superseded values are not recommended for survey control.
 DT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0720.See file dsdata.txt to determine how the superseded data were derived.
 DT0720
 DT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6566559549(NAD 83)
 DT0720_MARKER: DD = SURVEY DISK
 DT0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0720+STABILITY: SURFACE MOTION
 DT0720
 DT0720  HISTORY     - Date     Condition        Report By
 DT0720  HISTORY     - 1978     MONUMENTED       AZDT
 DT0720
 DT0720                          STATION DESCRIPTION
 DT0720
 DT0720'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0720'THE STATION IS ABOUT 12.5 MILES EAST SOUTHEAST OF SPRINGERVILLE
 DT0720'AND 1 MILE NORTHEAST OF NUTRIOSO ALONG THE WEST SIDE OF
 DT0720'HWY. 180-666.
 DT0720'
 DT0720'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED AUGER 1978
 DT0720'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 47 FEET WEST OF
 DT0720'HWY. CENTERLINE AND MARKED WITH A WITNESS POST AND SIGN 2.5
 DT0720'FEET WEST.
 DT0720'
 DT0720'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED AUGER
 DT0720'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 48
 DT0720'FEET WEST OF HWY. CENTERLINE AND 2 FEET EAST OF R/W FENCE.
 DT0720'
 DT0720'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED AUGER
 DT0720'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 48 FEET
 DT0720'WEST OF HWY. CENTERLINE AND 2 FEET EAST OF R/W FENCE.
 DT0720'
 DT0720'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 60 AND 180-666, 0.7
 DT0720'MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON HWY. 180-666 15.6 MILES
 DT0720'TO MILE POST 416.22 AND THE STATION ON THE RIGHT, WEST, OF HWY.
 DT0720'
 DT0720'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1572 ***********************************************************************
 DA1572  DESIGNATION -  AUX
 DA1572  PID         -  DA1572
 DA1572  STATE/COUNTY-  AZ/MARICOPA
 DA1572  USGS QUAD   -  SMURR (1973)
 DA1572
 DA1572                         *CURRENT SURVEY CONTROL
 DA1572  ___________________________________________________________________
 DA1572* NAD 83(1992)-  32 53 01.78005(N)    112 50 16.76347(W)     ADJUSTED  
 DA1572* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 DA1572  ___________________________________________________________________
 DA1572  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DA1572  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA1572  HORZ ORDER  -  SECOND
 DA1572
 DA1572.The horizontal coordinates were established by classical geodetic methods
 DA1572.and adjusted by the National Geodetic Survey in August 1993.
 DA1572
 DA1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1572
 DA1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1572
 DA1572.The geoid height was determined by GEOID03.
 DA1572
 DA1572;                    North         East     Units Scale Factor Converg.
 DA1572;SPC AZ C     -   209,245.266   127,153.811   MT  0.99999160   -0 30 00.9
 DA1572;SPC AZ C     -   686,500.22    417,171.30   iFT  0.99999160   -0 30 00.9
 DA1572;UTM  12      - 3,639,905.793   328,065.788   MT  0.99996451   -0 59 53.4
 DA1572
 DA1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1572!SPC AZ C     -   0.99996609  x   0.99999160  =   0.99995769
 DA1572!UTM  12      -   0.99996609  x   0.99996451  =   0.99993061
 DA1572
 DA1572:                Primary Azimuth Mark                     Grid Az
 DA1572:SPC AZ C     -  D 321                                    093 05 33.0
 DA1572:UTM  12      -  D 321                                    093 35 25.5
 DA1572
 DA1572|---------------------------------------------------------------------|
 DA1572| PID    Reference Object                     Distance      Geod. Az  |
 DA1572|                                                           dddmmss.s |
 DA1572| DA0586 D 321                                              0923532.1 |
 DA1572| CH4254 AUX RM 1                             15.583 METERS 11228     |
 DA1572| CH4255 AUX RM 2                             16.926 METERS 25451     |
 DA1572|---------------------------------------------------------------------|
 DA1572
 DA1572                          SUPERSEDED SURVEY CONTROL
 DA1572
 DA1572  NAD 83(1986)-  32 53 01.77295(N)    112 50 16.76873(W) AD(       ) 2
 DA1572  NAD 27      -  32 53 01.59560(N)    112 50 14.15590(W) AD(       ) 2
 DA1572  NGVD 29 (07/19/86)  246.7    (m)          809.     (f) VERT ANG    3  
 DA1572
 DA1572.Superseded values are not recommended for survey control.
 DA1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1572.See file dsdata.txt to determine how the superseded data were derived.
 DA1572
 DA1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2806639906(NAD 83)
 DA1572_MARKER: DS = TRIANGULATION STATION DISK
 DA1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1572
 DA1572  HISTORY     - Date     Condition        Report By
 DA1572  HISTORY     - 1960     MONUMENTED       CGS
 DA1572
 DA1572                          STATION DESCRIPTION
 DA1572
 DA1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1572'THE STATION IS ON THE OPEN DESERT 8-1/2 MILES SOUTHWEST OF
 DA1572'GILA BEND, 3-1/2 MILES WEST OF STATE ROUTE 85, 3 MILES SOUTH
 DA1572'OF U.S. HIGHWAY 80 AND 1 MILE WEST OF THE WEST END OF THE
 DA1572'EAST-WEST RUNWAY OF AN ABANDONED AUXILIARY AIR FIELD, 125
 DA1572'FEET EAST-SOUTHEAST OF THE CENTER OF A GRAVELED ROADWAY
 DA1572'AND 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1572'
 DA1572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 DA1572'AND STATE ROUTE 85 IN THE CENTER OF GILA BEND, PROCEED SOUTH
 DA1572'ON STATE ROUTE 85 FOR 6.6 MILES TO A SIDE ROAD ON THE RIGHT
 DA1572'AND A STEEL GATE IN THE WEST RIGHT OF WAY FENCE, TURN RIGHT,
 DA1572'NORTHWEST, AND PASSING THROUGH THE GATE FOLLOW THE BLADED
 DA1572'ROAD FOR 2.85 MILES TO THE AZIMUTH MARK AT THE EAST END OF THE
 DA1572'EAST-WEST RUNWAY, 14 FEET EAST OF THE EAST EDGE OF THE MACADAM
 DA1572'SURFACE, BEAR LEFT, WEST, AND FOLLOW THE EAST-WEST RUNWAY
 DA1572'TO ITS END FOR 0.7 MILE, LEAVING THE SURFACED RUNWAY,
 DA1572'CONTINUE DUE WEST, CROSS COUNTRY, FOR 1 MILE TO THE STATION
 DA1572'SITE.
 DA1572'
 DA1572'THE STATION, WITH UNDERGROUND MARK, STAMPED AUX 1960 IS A
 DA1572'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2
 DA1572'INCHES.
 DA1572'
 DA1572'REFERENCE MARK 1, STAMPED AUX NO 1 1960, IS A STANDARD DISK
 DA1572'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 DA1572'
 DA1572'REFERENCE MARK 2, STAMPED AUX NO 2 1960, IS A STANDARD DISK
 DA1572'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DA1572'
 DA1572'THE AZIMUTH MARK, STAMPED D 321 1952, IS A STANDARD BENCH MARK
 DA1572'DISK SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE SURROUNDING
 DA1572'AREA.
 DA1572'
 DA1572'A 2-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2378 ***********************************************************************
 CZ2378  DESIGNATION -  AV 25
 CZ2378  PID         -  CZ2378
 CZ2378  STATE/COUNTY-  AZ/PIMA
 CZ2378  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2378
 CZ2378                         *CURRENT SURVEY CONTROL
 CZ2378  ___________________________________________________________________
 CZ2378* NAD 83(2007)-  32 09 45.11671(N)    111 13 00.18774(W)     ADJUSTED  
 CZ2378* NAVD 88     -       709.1    (meters)    2326.     (feet)  VERTCON   
 CZ2378  ___________________________________________________________________
 CZ2378  EPOCH DATE  -        2007.00
 CZ2378  X           -  -1,956,073.114 (meters)                     COMP
 CZ2378  Y           -  -5,038,696.162 (meters)                     COMP
 CZ2378  Z           -   3,376,063.648 (meters)                     COMP
 CZ2378  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CZ2378  ELLIP HEIGHT-         679.038 (meters)          (02/10/07) ADJUSTED
 CZ2378  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ2378
 CZ2378  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2378  Type    PID    Designation                      North   East  Ellip
 CZ2378  -------------------------------------------------------------------
 CZ2378  NETWORK CZ2378 AV 25                             0.49   0.82   2.43
 CZ2378  -------------------------------------------------------------------
 CZ2378
 CZ2378.The horizontal coordinates were established by GPS observations
 CZ2378.and adjusted by the National Geodetic Survey in February 2007.
 CZ2378
 CZ2378.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2378.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2378.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2378.The epoch date for horizontal control is a decimal equivalence
 CZ2378.of Year/Month/Day.
 CZ2378
 CZ2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2378
 CZ2378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2378
 CZ2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2378
 CZ2378.The ellipsoidal height was determined by GPS observations
 CZ2378.and is referenced to NAD 83.
 CZ2378
 CZ2378.The geoid height was determined by GEOID03.
 CZ2378
 CZ2378;                    North         East     Units Scale Factor Converg.
 CZ2378;SPC AZ C     -   129,102.818   279,377.446   MT  0.99995373   +0 22 21.4
 CZ2378;SPC AZ C     -   423,565.68    916,592.67   iFT  0.99995373   +0 22 21.4
 CZ2378;UTM  12      - 3,558,471.989   479,565.921   MT  0.99960515   -0 06 55.3
 CZ2378
 CZ2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2378!SPC AZ C     -   0.99989339  x   0.99995373  =   0.99984713
 CZ2378!UTM  12      -   0.99989339  x   0.99960515  =   0.99949858
 CZ2378
 CZ2378                          SUPERSEDED SURVEY CONTROL
 CZ2378
 CZ2378  ELLIP H (06/11/02)  679.064  (m)                       GP(       ) 4 2
 CZ2378  NAD 83(1992)-  32 09 45.11491(N)    111 13 00.18609(W) AD(       ) 1
 CZ2378  ELLIP H (08/23/93)  679.142  (m)                       GP(       ) 4 2
 CZ2378  NAD 83(1986)-  32 09 45.11000(N)    111 13 00.18541(W) AD(       ) 1
 CZ2378  NGVD 29 (05/25/90)  708.4    (m)         2324.     (f) GPS OBS     3  
 CZ2378
 CZ2378.Superseded values are not recommended for survey control.
 CZ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2378.See file dsdata.txt to determine how the superseded data were derived.
 CZ2378
 CZ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7956658472(NAD 83)
 CZ2378_MARKER: DV = VERTICAL CONTROL DISK
 CZ2378_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ2378+WITH SETTING: PAVEMENT
 CZ2378_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2378+STABILITY: SURFACE MOTION
 CZ2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2378+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2378
 CZ2378  HISTORY     - Date     Condition        Report By
 CZ2378  HISTORY     - 1987     MONUMENTED       NGS
 CZ2378  HISTORY     - 19950115 GOOD             USPSQD
 CZ2378  HISTORY     - 20011210 GOOD             NGS
 CZ2378
 CZ2378                          STATION DESCRIPTION
 CZ2378
 CZ2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2378'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI)
 CZ2378'WEST-SOUTHWEST OF SOUTH TUCSON AND
 CZ2378'12.9 KM (8 MI) NORTH-NORTHEAST OF THREE POINTS.
 CZ2378'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2378'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2378'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2378'602-629-6223.
 CZ2378'
 CZ2378'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ2378'STATE HIGHWAY 86 (AJO WAY) WHICH IS ABOUT 3.2 KM (2 MI) SOUTHWEST
 CZ2378'OF SOUTH TUCSON, GO SOUTHWEST FOR 18.5 KM (11.5 MI) ON HIGHWAY 86
 CZ2378'TO THE MAIN GATE TO THE RYAN AIRPORT ON THE RIGHT.
 CZ2378'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CZ2378'5.1 KM (3.15 MI) ON HIGHWAY 86 TO THE JUNCTION OF SANDARIO RD.
 CZ2378'TURN RIGHT AND GO NORTH FOR 5.2 KM (3.25 MI) ON SANDARIO RD TO THE
 CZ2378'JUNCTION OF SNIDER HILL ROAD.
 CZ2378'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR ABOUT 20 METERS (65 FT) ON
 CZ2378'SANDARIO RD TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE
 CZ2378'AND GO NORTHEASTERLY FOR 0.2 KM (0.1 MI) ON A DIM TRACK ROAD TO A
 CZ2378'FENCE ENCLOSED EXTENSOMETER BUILDING AND THE STATION, IN THE TOP OF
 CZ2378'AN OLD MOTOR MOUNT.
 CZ2378'
 CZ2378'THE STATION IS A STANDARD NGS DISK
 CZ2378'STAMPED---AV 25 1987---,
 CZ2378'SET INTO A DRILL HOLE IN THE TOP OF A 1.22 METERS (4 FT) BY 1.83
 CZ2378'METERS (6 FT) CONCRETE SLAB PROJECTING 60 CM ABOVE GROUND.  LOCATED
 CZ2378'5.70 METERS (18.71 FT) SOUTH FROM THE SOUTH EDGE OF AN IRRIGATION
 CZ2378'CANAL,
 CZ2378'3.33 METERS (10.92 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF
 CZ2378'THE CHAIN LINK FENCE AROUND EXTENSOMETER BUILDING,
 CZ2378'3.22 METERS (10.58 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF
 CZ2378'THE CHAIN LINK FENCE AROUND EXTENSOMETER BUILDING AND
 CZ2378'0.61 METERS (2.0 FT) EAST FROM THE WEST EDGE OF THE CONCRETE SLAB.
 CZ2378'
 CZ2378'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2378'
 CZ2378'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2378'
 CZ2378'DESCRIBED BY R.W. MCALLISTER.
 CZ2378
 CZ2378                          STATION RECOVERY (1995)
 CZ2378
 CZ2378'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2378'RECOVERED IN GOOD CONDITION.
 CZ2378
 CZ2378                          STATION RECOVERY (2001)
 CZ2378
 CZ2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5899 ***********************************************************************
 DJ5899  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5899  DESIGNATION -  AVON LIBRARY
 DJ5899  PID         -  DJ5899
 DJ5899  STATE/COUNTY-  AZ/MARICOPA
 DJ5899  USGS QUAD   -  TOLLESON (1982)
 DJ5899
 DJ5899                         *CURRENT SURVEY CONTROL
 DJ5899  ___________________________________________________________________
 DJ5899* NAD 83(2007)-  33 26 10.12972(N)    112 21 11.41592(W)     ADJUSTED  
 DJ5899* NAVD 88     -       294.56   (meters)     966.4    (feet)  GPS OBS   
 DJ5899  ___________________________________________________________________
 DJ5899  EPOCH DATE  -        2007.00
 DJ5899  X           -  -2,026,390.592 (meters)                     COMP
 DJ5899  Y           -  -4,927,819.988 (meters)                     COMP
 DJ5899  Z           -   3,494,572.022 (meters)                     COMP
 DJ5899  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DJ5899  ELLIP HEIGHT-         264.196 (meters)          (03/21/07) ADJUSTED
 DJ5899  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DJ5899  HORZ ORDER  -  FIRST
 DJ5899  ELLP ORDER  -  FOURTH    CLASS I
 DJ5899
 DJ5899.The horizontal coordinates were established by GPS observations
 DJ5899.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5899
 DJ5899.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5899.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5899.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5899.The epoch date for horizontal control is a decimal equivalence
 DJ5899.of Year/Month/Day.
 DJ5899
 DJ5899.The orthometric height was determined by GPS observations and a
 DJ5899.high-resolution geoid model.
 DJ5899.The orthometric height was determined by GPS observations and a
 DJ5899.high-resolution geoid model using precise GPS observation and
 DJ5899.processing techniques.
 DJ5899
 DJ5899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5899
 DJ5899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5899
 DJ5899.The ellipsoidal height was determined by GPS observations
 DJ5899.and is referenced to NAD 83.
 DJ5899
 DJ5899.The geoid height was determined by GEOID03.
 DJ5899
 DJ5899;                    North         East     Units Scale Factor Converg.
 DJ5899;SPC AZ C     -   270,204.253   172,773.048   MT  0.99992030   -0 14 25.9
 DJ5899;SPC AZ C     -   886,496.89    566,840.71   iFT  0.99992030   -0 14 25.9
 DJ5899;UTM  12      - 3,700,458.495   374,213.363   MT  0.99979507   -0 44 44.5
 DJ5899
 DJ5899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5899!SPC AZ C     -   0.99995852  x   0.99992030  =   0.99987883
 DJ5899!UTM  12      -   0.99995852  x   0.99979507  =   0.99975360
 DJ5899
 DJ5899                          SUPERSEDED SURVEY CONTROL
 DJ5899
 DJ5899.No superseded survey control is available for this station.
 DJ5899
 DJ5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7421300458(NAD 83)
 DJ5899_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5899_STAMPING: AVON LIBRARY 2006
 DJ5899_MARK LOGO: NGS   
 DJ5899_PROJECTION: FLUSH
 DJ5899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5899+STABILITY: SURFACE MOTION
 DJ5899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5899+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 DJ5899
 DJ5899  HISTORY     - Date     Condition        Report By
 DJ5899  HISTORY     - 20061114 MONUMENTED       EVANS
 DJ5899
 DJ5899                          STATION DESCRIPTION
 DJ5899
 DJ5899'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5899'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5899'SOUTH ON LITCHFIELD ROAD 2.5KM TO WESTERN AVE.  TRAVEL EAST ON WESTERN
 DJ5899'AVE, 0.5KM TO 3RD AVE.  TRAVEL NORTH, 87M TO THE AVONDALE LIBRARY
 DJ5899'PARKING LOT. STATION IS A NGS HORIZONTAL CONTROL DISK, STAMPED AVON
 DJ5899'LIBRARY 2006, IN A CONCRETE POST, LEVEL WITH GROUND.  STATION IS IN A
 DJ5899'GRAVEL LANDSCAPE MEDIAN AT THE NORTHEASTERLY CORNER OF THE AVONDALE
 DJ5899'PUBLIC LIBRARY SITE.  STATION IS 15M WEST OF THE CENTERLINE OF 3RD
 DJ5899'AVENUE, 3M NORTH OF AN ASPHALT PARKING LOT AND 1.5M SOUTH OF A
 DJ5899'CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG7478 ***********************************************************************
 DG7478  SACS        -  This is a Secondary Airport Control Station.
 DG7478  DESIGNATION -  AVQB
 DG7478  PID         -  DG7478
 DG7478  STATE/COUNTY-  AZ/PIMA
 DG7478  USGS QUAD   -  MARANA (1992)
 DG7478
 DG7478                         *CURRENT SURVEY CONTROL
 DG7478  ___________________________________________________________________
 DG7478* NAD 83(2007)-  32 24 58.55909(N)    111 13 32.96768(W)     ADJUSTED  
 DG7478* NAVD 88     -       612.45   (meters)    2009.3    (feet)  GPS OBS   
 DG7478  ___________________________________________________________________
 DG7478  EPOCH DATE  -        2007.00
 DG7478  X           -  -1,951,402.080 (meters)                     COMP
 DG7478  Y           -  -5,024,297.015 (meters)                     COMP
 DG7478  Z           -   3,399,800.542 (meters)                     COMP
 DG7478  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 DG7478  ELLIP HEIGHT-         582.823 (meters)          (02/10/07) ADJUSTED
 DG7478  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DG7478
 DG7478  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7478  Type    PID    Designation                      North   East  Ellip
 DG7478  -------------------------------------------------------------------
 DG7478  NETWORK DG7478 AVQB                              2.20   3.74   5.72
 DG7478  -------------------------------------------------------------------
 DG7478
 DG7478.This mark is at San Juan Pueblo Airport  (E14)
 DG7478
 DG7478.The horizontal coordinates were established by GPS observations
 DG7478.and adjusted by the National Geodetic Survey in February 2007.
 DG7478
 DG7478.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7478.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7478.The horizontal coordinates are valid at the epoch date displayed above.
 DG7478.The epoch date for horizontal control is a decimal equivalence
 DG7478.of Year/Month/Day.
 DG7478
 DG7478.The orthometric height was determined by GPS observations and a
 DG7478.high-resolution geoid model.
 DG7478
 DG7478.GPS derived orthometric heights for airport stations designated as
 DG7478.PACS or SACS are published to 2 decimal places.  This maintains
 DG7478.centimeter relative accuracy between the PACS and SACS.  It does
 DG7478.not indicate centimeter accuracy relative to other marks which are
 DG7478.part of the NAVD 88 network.
 DG7478
 DG7478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7478
 DG7478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7478
 DG7478.The ellipsoidal height was determined by GPS observations
 DG7478.and is referenced to NAD 83.
 DG7478
 DG7478.The geoid height was determined by GEOID03.
 DG7478
 DG7478;                    North         East     Units Scale Factor Converg.
 DG7478;SPC AZ C     -   157,232.382   278,337.387   MT  0.99995205   +0 22 13.3
 DG7478;SPC AZ C     -   515,854.27    913,180.40   iFT  0.99995205   +0 22 13.3
 DG7478;UTM  12      - 3,586,599.635   478,766.590   MT  0.99960556   -0 07 15.8
 DG7478
 DG7478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7478!SPC AZ C     -   0.99990850  x   0.99995205  =   0.99986055
 DG7478!UTM  12      -   0.99990850  x   0.99960556  =   0.99951409
 DG7478
 DG7478                          SUPERSEDED SURVEY CONTROL
 DG7478
 DG7478  NAD 83(1992)-  32 24 58.55820(N)    111 13 32.96665(W) AD(2002.00) 1
 DG7478  ELLIP H (10/18/04)  582.861  (m)                       GP(       ) 4 1
 DG7478
 DG7478.Superseded values are not recommended for survey control.
 DG7478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7478.See file dsdata.txt to determine how the superseded data were derived.
 DG7478
 DG7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7876786600(NAD 83)
 DG7478_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7478_STAMPING: AVQB 2004
 DG7478_MARK LOGO: NGS   
 DG7478_PROJECTION: FLUSH
 DG7478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7478+STABILITY: SURFACE MOTION
 DG7478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7478+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 DG7478
 DG7478  HISTORY     - Date     Condition        Report By
 DG7478  HISTORY     - 20040301 MONUMENTED       MSAM
 DG7478
 DG7478                          STATION DESCRIPTION
 DG7478
 DG7478'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG7478'DESCRIBED BY MSM 2004 (DJK) THE STATION IS LOCATED ABOUT 30 KM (18.6
 DG7478'MI) NORTHWEST OF TUCSON, 7 KM (4.3 MI) SOUTH OF MARANA, AT THE AVRA
 DG7478'VALLEY AIRPORT, IN A MEDIAN NEAR THE NORTHWEST END OF RUNWAY 12-30.
 DG7478'AIRPORT ADDRESS 11700 WEST AVRA VALLEY ROAD, MARANA, AZ.  AIRPORT
 DG7478'MANAGER IS CHARLES MANGUM (520-682-9565).
 DG7478' 
 DG7478'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 DG7478'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 DG7478'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.5 KM (5.28 MI) TO THE AIRPORT
 DG7478'ENTRANCE ROAD TO THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 DG7478'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF THE FBO.  GO
 DG7478'THROUGH THE GATE NORTH NORTHWESTERLY FOR .16 KM (0.1 MI) TO THE
 DG7478'JUNCTION OF TAXIWAYS B AND B1.  TURN RIGHT (NORTHEAST) ON MAIN TAXIWAY
 DG7478'B FOR .32 KM (0.20 MI)  TO THE INTERSECTION OF MAIN TAXIWAYS A AND B.
 DG7478'TURN LEFT (NORTHWEST) ON TAXIWAY A FOR 1.12 KM (0.7 MI) TO THE STATION
 DG7478'ON THE RIGHT.
 DG7478' 
 DG7478'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG7478'73.7 M (241.79 FT)SOUTHEAST OF THE CENTER OF A CONCRETE DRAINAGE
 DG7478'STRUCTURE WITH A METAL GRATE, IT IS 68.2 M (223.75 FT) SOUTHWEST OF
 DG7478'THE SOUTHWEST EDGE OF RUNWAY 12-30, AND  33.3 M (109.25 FT) NORTHEAST
 DG7478'OF THE NORTHEAST EDGE OF TAXIWAY A. 1.05 M (3.44 FT) SOUTHEAST  AND
 DG7478'1.2 M (3.94 FT) NORTHWEST OF FIBERGLASS WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0742 ***********************************************************************
 CZ0742  DESIGNATION -  AVRA
 CZ0742  PID         -  CZ0742
 CZ0742  STATE/COUNTY-  AZ/PIMA
 CZ0742  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0742
 CZ0742                         *CURRENT SURVEY CONTROL
 CZ0742  ___________________________________________________________________
 CZ0742* NAD 83(1992)-  32 14 58.08335(N)    111 14 04.75843(W)     ADJUSTED  
 CZ0742* NAVD 88     -       684.43   (+/-2cm)    2245.5    (feet)  VERTCON   
 CZ0742  ___________________________________________________________________
 CZ0742  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 CZ0742  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0742  HORZ ORDER  -  SECOND
 CZ0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0742
 CZ0742.The horizontal coordinates were established by classical geodetic methods
 CZ0742.and adjusted by the National Geodetic Survey in August 1993.
 CZ0742
 CZ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0742.The vertical order pertains to the NGVD 29 superseded value.
 CZ0742
 CZ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0742
 CZ0742.The geoid height was determined by GEOID03.
 CZ0742
 CZ0742;                    North         East     Units Scale Factor Converg.
 CZ0742;SPC AZ C     -   138,731.568   277,624.544   MT  0.99995091   +0 21 50.2
 CZ0742;SPC AZ C     -   455,156.06    910,841.68   iFT  0.99995091   +0 21 50.2
 CZ0742;UTM  12      - 3,568,111.992   477,895.765   MT  0.99960603   -0 07 30.8
 CZ0742
 CZ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0742!SPC AZ C     -   0.99989722  x   0.99995091  =   0.99984813
 CZ0742!UTM  12      -   0.99989722  x   0.99960603  =   0.99950329
 CZ0742
 CZ0742|---------------------------------------------------------------------|
 CZ0742| PID    Reference Object                     Distance      Geod. Az  |
 CZ0742|                                                           dddmmss.s |
 CZ0742| CZ0743 AVRA RM 1                             9.291 METERS 02230     |
 CZ0742| CZ0744 AVRA RM 2                             9.250 METERS 10623     |
 CZ0742| CH4256 AVRA AZ MK                                         1433621.6 |
 CZ0742|---------------------------------------------------------------------|
 CZ0742
 CZ0742                          SUPERSEDED SURVEY CONTROL
 CZ0742
 CZ0742  NAD 83(1986)-  32 14 58.07909(N)    111 14 04.75679(W) AD(       ) 2
 CZ0742  NAD 27      -  32 14 57.80400(N)    111 14 02.39000(W) AD(       ) 2
 CZ0742  NGVD 29 (??/??/92)  683.786  (m)         2243.39   (f) ADJ UNCH    2 0
 CZ0742
 CZ0742.Superseded values are not recommended for survey control.
 CZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0742.See file dsdata.txt to determine how the superseded data were derived.
 CZ0742
 CZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7789668112(NAD 83)
 CZ0742_MARKER: DS = TRIANGULATION STATION DISK
 CZ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0742_STAMPING: AVRA 1936
 CZ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0742+STABILITY: SURFACE MOTION
 CZ0742
 CZ0742  HISTORY     - Date     Condition        Report By
 CZ0742  HISTORY     - 1936     MONUMENTED       CGS
 CZ0742  HISTORY     - 1951     SEE DESCRIPTION  CGS
 CZ0742  HISTORY     - 1951     GOOD             NGS
 CZ0742
 CZ0742                          STATION DESCRIPTION
 CZ0742
 CZ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ0742'ABOUT 17 MILES WEST AND 2 MILES NORTH OF TUCSON, IN THE AVRA
 CZ0742'VALLEY AT THE WEST BASE OF THE TUCSON MOUNTAINS, IN THE
 CZ0742'SOUTH EDGE OF T. 13 S., R. 11 E., ON THE LOW BRUSH-COVERED
 CZ0742'FLATS.  MARKED BY STANDARD BRONZE DISKS.
 CZ0742'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ0742'DISK IS 9.291 METERS (30.48 FEET) FROM STATION IN
 CZ0742'BEAROMG S 92 DEG 20 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CZ0742'BRONZE REFERENCE DISK IS 9.250 METERS (30.35 FEET)
 CZ0742'FROM STATION  S 01 DEG 33 MIN W. THE AZIMUTH MARK, A
 CZ0742'STANDARD BRONZE DISK APPROXIMATELY 250 YARDS
 CZ0742'SOUTH-SOUTHEAST OF STATION AND ABOUT 6 FEET SOUTH OF CENTER
 CZ0742'LINE OF DIM EAST AND WEST ROAD,  S 36 DEG 24
 CZ0742'MIN 37 SEC E.
 CZ0742
 CZ0742                          STATION RECOVERY (1951)
 CZ0742
 CZ0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CZ0742'THE STATION MARK WAS FOUND DISTURBED.  THE CONCRETE POST
 CZ0742'WAS BROKEN OFF JUST ABOVE THE GROUND.  THE BROKEN PORTION
 CZ0742'WITH THE MARK WAS RESET OVER THE CONCRETE POST AND REENFORCED
 CZ0742'WITH CONCRETE AROUND THE ENTIRE POST.  THE REFERENCE AND
 CZ0742'AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ0742'
 CZ0742'ALL MARKS ARE STANDARD DISKS SET IN TOPS OF CONCRETE POSTS.
 CZ0742'A WITNESS POST (4 BY 4) WAS SET VERTICALLY 2.7 FEET N OF
 CZ0742'THE STATION MARK PROJECTING 18 INCHES ABOVE THE GROUND.
 CZ0742'
 CZ0742'STATION IS LOCATED ABOUT 17 MILES W AND 2 MILES N OF TUCSON,
 CZ0742'IN THE AVRA VALLEY AT THE W BASE OF THE TUCSON MOUNTAINS, IN
 CZ0742'THE S EDGE OF T 13 S, R 11 E, ON THE LOW BRUSH-COVERED FLAT,
 CZ0742'0.2 MILE E OF THE EL PASO NATURAL GAS LINE, 1.7 MILES E OF THE
 CZ0742'DUNN RANCH HOUSE, AND 2 MILES W OF THE MC CAIN LOOP ROAD.  IT
 CZ0742'IS AT THE Y-JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0742'SW.
 CZ0742'
 CZ0742'TO REACH FROM TUCSON, FOLLOW THE ANKLAM AND SAHUARO ROADS FROM
 CZ0742'THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4 MILES ALONG
 CZ0742'THE KINNEY ROAD (VIA MC CAIN LOOP) TO A T-JUNCTION OF A ROAD
 CZ0742'GOING TOWARD THE W TO DUNNS RANCH, THENCE 2 MILES W TO
 CZ0742'THE STATION.
 CZ0742'
 CZ0742'R.M. 1 IS 80 YARDS E OF A N-S POWER LINE, 56 YARDS S OF THE
 CZ0742'MAIN E-W DIRT ROAD, 17-1/2 FEET W OF THE CENTER LINE OF THE
 CZ0742'TRACK ROAD LEADING SW, AND 30.5 FEET E OF THE STATION.  THE
 CZ0742'MARK PROJECTS 0.4 FOOT AND THE DISK IS STAMPED AVRA NO 1 1936.
 CZ0742'
 CZ0742'R.M. 2 IS 70 YARDS E OF A N-S POWER LINE, 52 YARDS S OF THE
 CZ0742'MAIN E-W DIRT ROAD, 28 FEET N OF THE CENTER LINE OF THE
 CZ0742'TRACK ROAD LEADING SW, AND 30.4 FEET S OF THE STATION.  THE
 CZ0742'MARK PROJECTS 0.6 FOOT AND THE DISK IS STAMPED AVRA NO 2 1936.
 CZ0742'
 CZ0742'AZIMUTH MARK IS 215 YARDS SE OF THE STATION.  THE MARK PROJECTS
 CZ0742'0.4 FOOT AND THE DISK IS STAMPED AVRA AZIMUTH 1936.
 CZ0742'
 CZ0742'STATION MARK IS 38-1/2 FEET W OF THE CENTER LINE OF THE TRACK
 CZ0742'ROAD LEADING SW, 2.7 FEET S OF A 4- BY 4-INCH WITNESS POST
 CZ0742'PAINTED WHITE WITH USBM STENCILED ON ALL FOUR SIDES.
 CZ0742'
 CZ0742'DISTANCES BETWEEN MARKS WERE MEASURED TO THE TENTH OF A
 CZ0742'FOOT.  DIRECTIONS WERE NOT CHECKED.
 CZ0742
 CZ0742                          STATION RECOVERY (1951)
 CZ0742
 CZ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CZ0742'17.3 MI W FROM TUCSON.
 CZ0742'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0742'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0742'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION
 CZ0742'OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 2 MILES WEST ALONG A DIRT
 CZ0742'ROAD, AT A Y JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0742'SOUTHWEST AND SOUTHEAST OF A POINT WHERE A POWER LINE CROSSES THE MAIN
 CZ0742'ROAD, 0.2 MILE EAST OF THE EL PASO NATURAL GAS LINE, 38 1/2 FEET WEST
 CZ0742'OF THE CENTER LINE OF THE TRACK ROAD, 30.5 FEET WEST OF RM NO 1, 30.4
 CZ0742'FEET NORTH OF RM NO 2, 2.7 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1
 CZ0742'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0742'PROJECTING 1.2 FEET ABOVE THE GROUND.  NOTE-- THE CONCRETE POST WAS
 CZ0742'BROKEN OFF JUST ABOVE THE GROUND, IT WAST PUT BACK IN PLACE AND NEW
 CZ0742'CONCRETE WAS PUT AROUND THE OLD CONCRETE POST TO HOLD IT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0743 ***********************************************************************
 CZ0743  DESIGNATION -  AVRA RM 1
 CZ0743  PID         -  CZ0743
 CZ0743  STATE/COUNTY-  AZ/PIMA
 CZ0743  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0743
 CZ0743                         *CURRENT SURVEY CONTROL
 CZ0743  ___________________________________________________________________
 CZ0743* NAD 83(1986)-  32 14 57.     (N)    111 14 04.     (W)     SCALED    
 CZ0743* NAVD 88     -       684.46   (+/-2cm)    2245.6    (feet)  VERTCON   
 CZ0743  ___________________________________________________________________
 CZ0743  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0743
 CZ0743.The horizontal coordinates were scaled from a topographic map and have
 CZ0743.an estimated accuracy of +/- 6 seconds.
 CZ0743
 CZ0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0743.The vertical order pertains to the NGVD 29 superseded value.
 CZ0743
 CZ0743.The geoid height was determined by GEOID03.
 CZ0743
 CZ0743;                    North         East    Units  Estimated Accuracy
 CZ0743;SPC AZ C     -   138,700.      277,650.      MT  (+/- 180 meters Scaled)
 CZ0743
 CZ0743                          SUPERSEDED SURVEY CONTROL
 CZ0743
 CZ0743  NGVD 29 (??/??/92)  683.813  (m)         2243.48   (f) ADJ UNCH    2 0
 CZ0743
 CZ0743.Superseded values are not recommended for survey control.
 CZ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0743.See file dsdata.txt to determine how the superseded data were derived.
 CZ0743
 CZ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779680(NAD 83)
 CZ0743_MARKER: DR = REFERENCE MARK DISK
 CZ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0743_STAMPING: AVRA NO 1 1936
 CZ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0743+STABILITY: SURFACE MOTION
 CZ0743
 CZ0743  HISTORY     - Date     Condition        Report By
 CZ0743  HISTORY     - 1936     MONUMENTED       CGS
 CZ0743  HISTORY     - 1951     GOOD             NGS
 CZ0743
 CZ0743                          STATION DESCRIPTION
 CZ0743
 CZ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0743'17.3 MI W FROM TUCSON.
 CZ0743'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0743'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0743'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION
 CZ0743'OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 2 MILES WEST ALONG A DIRT
 CZ0743'ROAD, AT A Y JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0743'SOUTHWEST, 0.2 MILE EAST OF EL PASO NATURAL GAS LINE, 80 YARDS EAST OF
 CZ0743'A NORTH-SOUTH POWER LINE, 56 YARDS SOUTH OF A DIRT ROAD, 40.6 FEET
 CZ0743'NORTHEAST OF RM NO 2, 30.5 FEET EAST OF THE STATION AVRA, 17 1/2 FEET
 CZ0743'WEST OF THE CENTER LINE OF THE TRACK ROAD LEADING SOUTHWEST, AND ABOUT
 CZ0743'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0743'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0744 ***********************************************************************
 CZ0744  DESIGNATION -  AVRA RM 2
 CZ0744  PID         -  CZ0744
 CZ0744  STATE/COUNTY-  AZ/PIMA
 CZ0744  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0744
 CZ0744                         *CURRENT SURVEY CONTROL
 CZ0744  ___________________________________________________________________
 CZ0744* NAD 83(1986)-  32 14 58.     (N)    111 14 04.     (W)     SCALED    
 CZ0744* NAVD 88     -       684.26   (+/-2cm)    2244.9    (feet)  VERTCON   
 CZ0744  ___________________________________________________________________
 CZ0744  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0744
 CZ0744.The horizontal coordinates were scaled from a topographic map and have
 CZ0744.an estimated accuracy of +/- 6 seconds.
 CZ0744
 CZ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0744.The vertical order pertains to the NGVD 29 superseded value.
 CZ0744
 CZ0744.The geoid height was determined by GEOID03.
 CZ0744
 CZ0744;                    North         East    Units  Estimated Accuracy
 CZ0744;SPC AZ C     -   138,730.      277,640.      MT  (+/- 180 meters Scaled)
 CZ0744
 CZ0744                          SUPERSEDED SURVEY CONTROL
 CZ0744
 CZ0744  NGVD 29 (??/??/92)  683.609  (m)         2242.81   (f) ADJ UNCH    2 0
 CZ0744
 CZ0744.Superseded values are not recommended for survey control.
 CZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0744.See file dsdata.txt to determine how the superseded data were derived.
 CZ0744
 CZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779681(NAD 83)
 CZ0744_MARKER: DR = REFERENCE MARK DISK
 CZ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0744_STAMPING: AVRA NO 2 1936
 CZ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0744+STABILITY: SURFACE MOTION
 CZ0744
 CZ0744  HISTORY     - Date     Condition        Report By
 CZ0744  HISTORY     - 1936     MONUMENTED       CGS
 CZ0744  HISTORY     - 1951     GOOD             NGS
 CZ0744
 CZ0744                          STATION DESCRIPTION
 CZ0744
 CZ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0744'17.3 MI W FROM TUCSON.
 CZ0744'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0744'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0744'MILES NORTHWEST ALONG KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION OF A
 CZ0744'ROAD LEADING WEST TO DUNNS FARM, THENCE 2 MILES WEST ALONG A DIRT
 CZ0744'ROAD, AT A Y JUNCTION OF THE MAIN ROAD AND A TRACK ROAD LEADING
 CZ0744'SOUTHWEST, 70 YARDS EAST OF WHERE A NORTH-SOUTH POWER LINE CROSSES,
 CZ0744'0.2 MILE EAST OF THE EL PASO NATURAL GAS LINE, 52 YARDS SOUTH OF A
 CZ0744'DIRT ROAD, 40.6 FEET SOUTH WEST OF RM NO 1, 30.4 FEET SOUTH OF THE
 CZ0744'STATION AVRA, 28.9 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD
 CZ0744'LEADING SOUTHWEST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 CZ0744'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2090 ***********************************************************************
 AB2090  DESIGNATION -  AWATOVI
 AB2090  PID         -  AB2090
 AB2090  STATE/COUNTY-  AZ/NAVAJO
 AB2090  USGS QUAD   -  STAR MOUNTAIN (1991)
 AB2090
 AB2090                         *CURRENT SURVEY CONTROL
 AB2090  ___________________________________________________________________
 AB2090* NAD 83(2007)-  35 43 27.44894(N)    110 16 26.45903(W)     ADJUSTED  
 AB2090* NAVD 88     -      1965.7    (meters)    6449.     (feet)  GPS OBS   
 AB2090  ___________________________________________________________________
 AB2090  EPOCH DATE  -        2007.00
 AB2090  X           -  -1,796,828.556 (meters)                     COMP
 AB2090  Y           -  -4,864,237.021 (meters)                     COMP
 AB2090  Z           -   3,704,534.276 (meters)                     COMP
 AB2090  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 AB2090  ELLIP HEIGHT-        1943.759 (meters)          (02/10/07) ADJUSTED
 AB2090  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB2090
 AB2090  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2090  Type    PID    Designation                      North   East  Ellip
 AB2090  -------------------------------------------------------------------
 AB2090  NETWORK AB2090 AWATOVI                           1.02   0.88   4.16
 AB2090  -------------------------------------------------------------------
 AB2090
 AB2090.The horizontal coordinates were established by GPS observations
 AB2090.and adjusted by the National Geodetic Survey in February 2007.
 AB2090
 AB2090.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2090.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2090.The horizontal coordinates are valid at the epoch date displayed above.
 AB2090.The epoch date for horizontal control is a decimal equivalence
 AB2090.of Year/Month/Day.
 AB2090
 AB2090.The orthometric height was determined by GPS observations and a
 AB2090.high-resolution geoid model.
 AB2090
 AB2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2090
 AB2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2090
 AB2090.The ellipsoidal height was determined by GPS observations
 AB2090.and is referenced to NAD 83.
 AB2090
 AB2090.The geoid height was determined by GEOID03.
 AB2090
 AB2090;                    North         East     Units Scale Factor Converg.
 AB2090;SPC AZ E     -   523,929.611   203,648.344   MT  0.99990116   -0 03 45.6
 AB2090;SPC AZ E     - 1,718,929.17    668,137.61   iFT  0.99990116   -0 03 45.6
 AB2090;UTM  12      - 3,953,611.929   565,658.732   MT  0.99965312   +0 25 26.1
 AB2090
 AB2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2090!SPC AZ E     -   0.99969501  x   0.99990116  =   0.99959620
 AB2090!UTM  12      -   0.99969501  x   0.99965312  =   0.99934824
 AB2090
 AB2090|---------------------------------------------------------------------|
 AB2090| PID    Reference Object                     Distance      Geod. Az  |
 AB2090|                                                           dddmmss.s |
 AB2090| AB2091 PEABODY 29                          222.467 METERS 30744     |
 AB2090|---------------------------------------------------------------------|
 AB2090
 AB2090                          SUPERSEDED SURVEY CONTROL
 AB2090
 AB2090  NAD 83(1992)-  35 43 27.44838(N)    110 16 26.45831(W) AD(       ) 1
 AB2090  ELLIP H (03/15/96) 1943.792  (m)                       GP(       ) 4 1
 AB2090
 AB2090.Superseded values are not recommended for survey control.
 AB2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2090.See file dsdata.txt to determine how the superseded data were derived.
 AB2090
 AB2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6565953612(NAD 83)
 AB2090_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2090_SETTING: 66 = SET IN ROCK OUTCROP
 AB2090_STAMPING: AWATOVI 1995
 AB2090_MARK LOGO: NGS   
 AB2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2090+STABILITY: POSITION/ELEVATION WELL
 AB2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2090+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2090
 AB2090  HISTORY     - Date     Condition        Report By
 AB2090  HISTORY     - 1995     MONUMENTED       NGS
 AB2090
 AB2090                          STATION DESCRIPTION
 AB2090
 AB2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 AB2090'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SOUTHEAST OF POLACCA
 AB2090'AND ABOUT 7 MI (11.3 KM) SOUTHWEST OF KEAMS CANYON ON THE SOUTH EDGE
 AB2090'OF ANTELOPE MESA ON HOPI INDIAN RESERVATION LAND.  TO REACH THE
 AB2090'STATION FROM THE TURNOFF FOR KEAMS CANYON FROM ARIZONA HIGHWAY 264, GO
 AB2090'SOUTH AND EAST ON AZ 264, CLIMBING A STEEP GRADE, FOR 0.6 MI (1.0 KM)
 AB2090'TO A ROAD ON THE RIGHT.  TURN RIGHT, WEST, CROSS THE CATTLEGUARD AND
 AB2090'TAKE THE LEFT-MOST OF THREE FORKS AND GO SOUTH FOR 1.9 MILES (3.1 KM)
 AB2090'TO A POWERLINE CROSSING THE ROAD.  CONTINUE WEST AND SOUTH FOR 2.9 TO
 AB2090'A CURVE TO THE RIGHT AND A Y INTERSECTION WITH A ROAD ON THE LEFT.
 AB2090'TURN LEFT, SOUTHWEST, AND GO 2.2 MI (3.5 KM) TO A Y INTERSECTION.  GO
 AB2090'LEFT AND CONTINUE 0.9 MI (1.4 KM) TO A FORK. STAY LEFT AND GO 0.05 MI
 AB2090'(0.08 KM) TO A TRACK ROAD FORK FOR A VEHICLE TURNAROUND LOOP NEXT TO A
 AB2090'FENCED ARCHEOLOGICAL SITE.  STAY LEFT AT THE FORK AND GO 0.05 MI (0.08
 AB2090'KM) TO ANOTHER TRACK ROAD FORK .  GO LEFT AT THE FORK AND GO EAST FOR
 AB2090'0.15 MI (0.24 KM) ON THE TRACK ROAD TO A POINT ON THE SOUTH EDGE OF
 AB2090'THE MESA AND THE STATION NEAR THE EDGE OF THE MESA.  THE STATION IS AN
 AB2090'NGS HORIZONTAL CONTROL DISK STAMPED --- AWATOVI 1995 --- CEMENTED IN A
 AB2090'DRILL HOLE IN EXPOSED SANDSTONE SET FLUSH WITH THE GROUND.  IT IS
 AB2090'ABOUT 7 M (23.0 FT) BACK FROM THE EDGE OF THE MESA TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1426 ***********************************************************************
 DA1426  DESIGNATION -  AWK
 DA1426  PID         -  DA1426
 DA1426  STATE/COUNTY-  AZ/YUMA
 DA1426  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1426
 DA1426                         *CURRENT SURVEY CONTROL
 DA1426  ___________________________________________________________________
 DA1426* NAD 83(1992)-  32 43 40.02189(N)    113 45 02.09709(W)     ADJUSTED  
 DA1426* NAVD 88     -       196.8    (meters)     646.     (feet)  VERTCON   
 DA1426  ___________________________________________________________________
 DA1426  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 DA1426  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA1426  HORZ ORDER  -  FIRST
 DA1426
 DA1426.The horizontal coordinates were established by classical geodetic methods
 DA1426.and adjusted by the National Geodetic Survey in August 1993.
 DA1426
 DA1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1426
 DA1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1426
 DA1426.The geoid height was determined by GEOID03.
 DA1426
 DA1426;                    North         East     Units Scale Factor Converg.
 DA1426;SPC AZ W     -   191,571.622   213,305.398   MT  0.99993333   -0 00 01.1
 DA1426;SPC AZ W     -   628,515.82    699,820.86   iFT  0.99993333   -0 00 01.1
 DA1426;UTM  12      - 3,624,456.513   242,224.461   MT  1.00041943   -1 29 16.5
 DA1426
 DA1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1426!SPC AZ W     -   0.99997420  x   0.99993333  =   0.99990753
 DA1426!UTM  12      -   0.99997420  x   1.00041943  =   1.00039362
 DA1426
 DA1426|---------------------------------------------------------------------|
 DA1426| PID    Reference Object                     Distance      Geod. Az  |
 DA1426|                                                           dddmmss.s |
 DA1426| CH2226 AWK RM 1                              4.646 METERS 18511     |
 DA1426| CH2228 AWK RM 3                             40.743 METERS 20123     |
 DA1426| DA1081 R 322                                              2654209.7 |
 DA1426| DA1430 AWK RM 4                            APPROX. 0.7 KM 2733911.4 |
 DA1426| CH2227 AWK RM 2                              6.653 METERS 33624     |
 DA1426|---------------------------------------------------------------------|
 DA1426
 DA1426                          SUPERSEDED SURVEY CONTROL
 DA1426
 DA1426  NAD 83(1986)-  32 43 40.01717(N)    113 45 02.10395(W) AD(       ) 1
 DA1426  NAD 27      -  32 43 39.84520(N)    113 44 59.37880(W) AD(       ) 1
 DA1426  NGVD 29 (07/19/86)  196.2    (m)          644.     (f) VERT ANG    3  
 DA1426
 DA1426.Superseded values are not recommended for survey control.
 DA1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1426.See file dsdata.txt to determine how the superseded data were derived.
 DA1426
 DA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4222424457(NAD 83)
 DA1426_MARKER: DE = TRAVERSE STATION DISK
 DA1426_SETTING: 66 = SET IN ROCK OUTCROP
 DA1426_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DA1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1426+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1426
 DA1426  HISTORY     - Date     Condition        Report By
 DA1426  HISTORY     - 1960     MONUMENTED       CGS
 DA1426  HISTORY     - 1967     GOOD             AMS
 DA1426  HISTORY     - 1971     GOOD             NGS
 DA1426  HISTORY     - 20090206 GOOD             GEOCAC
 DA1426
 DA1426                          STATION DESCRIPTION
 DA1426
 DA1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1426'THE STATION IS 12 MILES EAST OF THE TOWN OF TACNA, ON THE SOUTH
 DA1426'END OF THE SUMMIT OF A LOW HILL WHICH RISES BETWEEN U.S. HIGHWAY
 DA1426'80 AND THE SOUTHERN PACIFIC RAILROAD AT THE POINT WHERE THEY
 DA1426'CROSS THE SUMMIT OF MOHAWK PASS.  THE MOHAWK LODGE IS SITUATED
 DA1426'AT THE WEST BASE OF THE STATION HILL.
 DA1426'
 DA1426'TO REACH THE STATION FROM THE POST OFFICE IN TACNA, DRIVE EAST
 DA1426'ON U.S. HIGHWAY 80 FOR 11.7 MILES TO THE MOHAWK LODGE ON THE
 DA1426'RIGHT.  TURN RIGHT, PASS AROUND THE WEST END OF A GROUP OF
 DA1426'CABINS, THENCE DRIVE SOUTH AND EAST UP THE RIDGE FOR 0.15 MILE
 DA1426'TO THE END OF TRUCK TRAVEL.  PACK NORTH UP THE SOUTH END OF THE
 DA1426'RIDGE FOR ABOUT 150 FEET TO A 12 X 12 INCH SQUARE WOODEN POST
 DA1426'WHICH PROJECTS 4 FEET ABOVE THE SURFACE OF THE RIDGE AND THE
 DA1426'STATION.
 DA1426'
 DA1426'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK, STAMPED AWK
 DA1426'1960 CEMENTED IN A DRILL HOLE 3 INCHES BELOW THE SURFACE OF THE
 DA1426'DECOMPOSED GRANITE BEDROCK.  IT IS ABOUT 125 FEET SOUTHWEST OF
 DA1426'AND 20 FEET LOWER THAN THE HIGHEST POINT OF THE RIDGE, AND 5.5
 DA1426'FEET NORTH OF THE 12 X 12 INCH SQUARE WOODEN POST.
 DA1426'
 DA1426'REFERENCE MARK 1, STAMPED AWK NO 1 1960, IS A STANDARD DISK
 DA1426'CEMENTED IN A DRILL HOLE AND LOWERED 2 INCHES BELOW THE SURFACE
 DA1426'OF THE DECOMPOSED GRANITE BEDROCK.  IT IS SITUATED ON THE SOUTH
 DA1426'END OF THE SUMMIT OF THE RIDGE, ABOUT 12 INCHES LOWER IN
 DA1426'ELEVATION THAN THE STATION MARK.
 DA1426'
 DA1426'REFERENCE MARK 2, STAMPED AWK NO 2 1960, IS A STANDARD DISK
 DA1426'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE RIDGE.
 DA1426'IT IS ON THE WEST EDGE OF THE SUMMIT OF THE RIDGE, ABOUT 2
 DA1426'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DA1426'
 DA1426'BENCH MARK R 322 WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 DA1426'BENCH MARK DISK, STAMPED R 322 1952, SET IN THE TOP OF A ROUND
 DA1426'CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND PROJECTS
 DA1426'2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS ABOUT
 DA1426'100 YARDS NORTH OF THE CENTER OF U.S. HIGHWAY 80, 69.5 FEET
 DA1426'NORTH OF THE CENTER OF A GRAVELED ROAD AND 2 FEET
 DA1426'SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 DA1426'
 DA1426'TO REACH THE BENCH MARK FROM THE MOHAWK LODGE, DRIVE WEST ON
 DA1426'U.S. HIGHWAY 80 FOR 0.2 MILE TO A Y-FORK.  KEEP THE RIGHT FORK
 DA1426'AND CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 1.0 MILE TO THE
 DA1426'MARK ON THE RIGHT.
 DA1426
 DA1426                          STATION RECOVERY (1967)
 DA1426
 DA1426'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1426'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED AS
 DA1426'DESCRIBED.
 DA1426'
 DA1426'AZIMUTH MARK (BM R-322 USC AND GS 1952) WAS ALSO FOUND IN GOOD
 DA1426'CONDITION AND AS DESCRIBED.
 DA1426'
 DA1426'TO REACH DESCRIPTION IS ADEQUATE.
 DA1426
 DA1426                          STATION RECOVERY (1971)
 DA1426
 DA1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1426'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE BENCH MARK,
 DA1426'(AZIMUTH MARK) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DA1426'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY
 DA1426'WITH THE 1960 DATA.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 DA1426'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA1426'
 DA1426'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF DATELAND, 12 MILES
 DA1426'EAST OF TACNA AND ON THE SOUTH END OF A LOW HILL ON THE NORTH SIDE
 DA1426'OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK AT THE SUMMIT OF
 DA1426'MOHAWK PASS.
 DA1426'
 DA1426'TO REACH THE STATION FROM THE POST OFFICE IN DATELAND GO NORTH ON
 DA1426'THE SURFACED ROAD PASSING UNDER INTERSTATE HIGHWAY 8, FOR 0.1 MILE
 DA1426'TO THE ENTRANCE ROAD FOR THE WEST BOUND LANE OF INTERSTATE HIGHWAY
 DA1426'8.  TURN LEFT AND GO WEST ON INTERSTATE HIGHWAY 8 FOR 12.4 MILES
 DA1426'TO AVENUE 52 EAST, MOHAWK VALLEY EXIT ON THE RIGHT.  BEAR RIGHT
 DA1426'AND GO NORTH AND WEST ON THE FRONTAGE ROAD FOR 0.75 MILE TO A
 DA1426'T-INTERSECTION.  TURN RIGHT AND GO NORTH AND WEST ON U.S.
 DA1426'HIGHWAY 80 FOR 0.95 MILE TO A GROUP OF OLD FOUNDATIONS ON THE
 DA1426'LEFT.  (TO REACH THE BENCH MARK CONTINUE WEST ON U.S. HIGHWAY
 DA1426'80 FOR 1.6 MILES TO THE MARK ON THE RIGHT.) TURN LEFT AND GO
 DA1426'SOUTH ON THE TRACK ROAD UP HILL FOR 0.2 MILE TO THE END OF
 DA1426'TRUCK TRAVEL.  PACK NORTH FOR ABOUT 100 FEET TO THE STATION.
 DA1426'
 DA1426'THE STATION MARK IS A STANDARD DISK STAMPED AWK 1960, CEMENTED IN A
 DA1426'DEPRESSION IN DECOMPOSED BEDROCK 2 INCHES BELOW THE SURROUNDING
 DA1426'SURFACE.  IT IS 125 SOUTH AND 20 FEET LOWER THAN THE HIGHEST POINT
 DA1426'OF THE RIDGE, 12 FEET EAST OF THE WEST SLOPE OF THE RIDGE AND 5.5
 DA1426'FEET NORTH OF AN OLD RAILROAD TIE WITH WITNESS SIGN ATTACHED.
 DA1426'
 DA1426'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AWK NO 1 1960, CEMENTED
 DA1426'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 10 INCHES ABOVE
 DA1426'THE GROUND SURFACE.  IT IS 10 FEET SOUTH OF AN OLD RAILROAD TIE WITH
 DA1426'WITNESS SIGN ATTACHED AND ABOUT 1 FOOT LOWER THAN THE STATION.
 DA1426'
 DA1426'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AWK NO 2 1960, CEMENTED
 DA1426'IN A DRILL HOLE IN DECOMPOSED BEDROCK PROJECTING 3 FEET ON THE
 DA1426'NORTHEAST SIDE.  IT IS 27.5 FEET NORTH OF AN OLD RAILROAD TIE WITH
 DA1426'WITNESS SIGN ATTACHED AND ABOUT 2 FEET LOWER THAN THE STATION.
 DA1426'
 DA1426'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AWK NO 3 1960 1971,
 DA1426'CEMENTED IN A DRILL HOLE IN DECOMPOSED BEDROCK AND FLUSH WITH THE
 DA1426'GROUND SURFACE.  IT IS 136 FEET SOUTH OF AN OLD RAILROAD TIE WITH
 DA1426'WITNESS SIGN ATTACHED, 34 FEET SOUTH OF AN OLD 8X8 INCH POST AND
 DA1426'ABOUT 60 FEET LOWER THAN THE STATION.
 DA1426'
 DA1426'BENCH MARK R 322, USED AS AN AZIMUTH MARK IS A STANDARD BENCH MARK
 DA1426'DISK STAMPED R 322 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DA1426'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE
 DA1426'GROUND SURFACE.  IT IS ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 80 AT
 DA1426'A CONCRETE CULVERT, 59 FEET NORTH OF THE CENTER OF A
 DA1426'GRAVELED ROAD AND 2 FEET SOUTH-SOUTHEAST OF A 4X4-INCH WOODEN
 DA1426'WITNESS POST.
 DA1426'
 DA1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES EAST OF
 DA1426'TACNA.
 DA1426
 DA1426                          STATION RECOVERY (2009)
 DA1426
 DA1426'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1426'RECOVERED STATION AWK ALONG WITH RM 1, RM 2, AND RM 3
 DA1426'ALL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0599 ***********************************************************************
 ES0599  DESIGNATION -  AY 3
 ES0599  PID         -  ES0599
 ES0599  STATE/COUNTY-  AZ/YAVAPAI
 ES0599  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0599
 ES0599                         *CURRENT SURVEY CONTROL
 ES0599  ___________________________________________________________________
 ES0599* NAD 83(1992)-  34 32 03.49346(N)    111 57 49.95135(W)     ADJUSTED  
 ES0599* NAVD 88     -      1482.08   (+/-2cm)    4862.5    (feet)  VERTCON   
 ES0599  ___________________________________________________________________
 ES0599  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES0599  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0599  HORZ ORDER  -  THIRD
 ES0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0599
 ES0599.The horizontal coordinates were established by classical geodetic methods
 ES0599.and adjusted by the National Geodetic Survey in August 1993.
 ES0599
 ES0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0599.The vertical order pertains to the NGVD 29 superseded value.
 ES0599
 ES0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0599
 ES0599.The geoid height was determined by GEOID03.
 ES0599
 ES0599;                    North         East     Units Scale Factor Converg.
 ES0599;SPC AZ C     -   391,917.765   209,026.563   MT  0.99990023   -0 01 36.3
 ES0599;SPC AZ C     - 1,285,819.44    685,782.69   iFT  0.99990023   -0 01 36.3
 ES0599;UTM  12      - 3,821,822.901   411,547.870   MT  0.99969643   -0 32 47.2
 ES0599
 ES0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0599!SPC AZ C     -   0.99977149  x   0.99990023  =   0.99967174
 ES0599!UTM  12      -   0.99977149  x   0.99969643  =   0.99946799
 ES0599
 ES0599|---------------------------------------------------------------------|
 ES0599| PID    Reference Object                     Distance      Geod. Az  |
 ES0599|                                                           dddmmss.s |
 ES0599| ES0598 AY 3 RM 1                             7.548 METERS 02824     |
 ES0599| ES0600 HANCE                               APPROX. 1.4 KM 2622803.8 |
 ES0599| ES0597 AY 3 RM 2                             7.144 METERS 29822     |
 ES0599|---------------------------------------------------------------------|
 ES0599
 ES0599                          SUPERSEDED SURVEY CONTROL
 ES0599
 ES0599  NAD 83(1986)-  34 32 03.48856(N)    111 57 49.94905(W) AD(       ) 3
 ES0599  NAD 27      -  34 32 03.39480(N)    111 57 47.39280(W) AD(       ) 3
 ES0599  NGVD 29 (??/??/92) 1481.260  (m)         4859.77   (f) ADJ UNCH    2 0
 ES0599
 ES0599.Superseded values are not recommended for survey control.
 ES0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0599.See file dsdata.txt to determine how the superseded data were derived.
 ES0599
 ES0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1154821823(NAD 83)
 ES0599_MARKER: DS = TRIANGULATION STATION DISK
 ES0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0599_STAMPING: AY 3 1959
 ES0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0599+STABILITY: SURFACE MOTION
 ES0599
 ES0599  HISTORY     - Date     Condition        Report By
 ES0599  HISTORY     - 1959     MONUMENTED       CGS
 ES0599  HISTORY     - 1959     GOOD             CGS
 ES0599
 ES0599                          STATION DESCRIPTION
 ES0599
 ES0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0599'THE STATION IS ABOUT 6.5 MILES SOUTHWEST OF CAMP VERDE, 6 MILES
 ES0599'SOUTHWEST OF THE JUNCTION OF ARIZONA STATE HIGHWAYS 279 AND 79
 ES0599'AND JUST NORTH OF STATE HIGHWAY 79 ON A LOW, SHARP POINTED HILL.
 ES0599'
 ES0599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 279 AND
 ES0599'79, GO IN A SOUTHWESTERLY DIRECTION ON STATE HIGHWAY 79 FOR 6.7
 ES0599'MILES TO THE END OF TRUCK TRAVEL.  PACK NORTH UP GRADE TO THE
 ES0599'TOP OF THE HILL AND STATION.  IT IS ABOUT A 15 MINUTE PACK.
 ES0599'
 ES0599'THE STATION IS A STANDARD DISK, STAMPED AY 3 1959, CEMENTED IN
 ES0599'A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH AND IS 3.9 FEET
 ES0599'NORTH OF A WITNESS SIGN.
 ES0599'
 ES0599'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AY 3 NO 1 1959,
 ES0599'CEMENTED IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 ES0599'AND IS 27.3 FEET NORTHEAST OF THE WITNESS SIGN.
 ES0599'
 ES0599'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AY 3 NO 2 1959,
 ES0599'CEMENTED IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ES0599'1 INCH AND IS 26.7 FEET NORTHWEST OF THE WITNESS SIGN.
 ES0599'
 ES0599'TRIANGULATION STATION HANCE CAN BE USED FOR AN AZIMUTH MARK,
 ES0599'SEE DESCRIPTION THEREOF.
 ES0599
 ES0599                          STATION RECOVERY (1959)
 ES0599
 ES0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0599'6.5 MI SW FROM CAMP VERDE.
 ES0599'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0599'POST OFFICE IN CAMP VERDE, THENCE 6.7 MILES SOUTH ALONG STATE HIGHWAY
 ES0599'79, THIS IS THE CREST OF A LONG HIGHWAY GRADE, THENCE ABOUT 0.15 MILE
 ES0599'NORTH TO THE HIGHEST POINT OF THE HILL, 3.9 FEET NORTH OF THE WITNESS
 ES0599'POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 ES0599'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0598 ***********************************************************************
 ES0598  DESIGNATION -  AY 3 RM 1
 ES0598  PID         -  ES0598
 ES0598  STATE/COUNTY-  AZ/YAVAPAI
 ES0598  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0598
 ES0598                         *CURRENT SURVEY CONTROL
 ES0598  ___________________________________________________________________
 ES0598* NAD 83(1986)-  34 32 03.     (N)    111 57 50.     (W)     SCALED    
 ES0598* NAVD 88     -      1481.36   (+/-2cm)    4860.1    (feet)  VERTCON   
 ES0598  ___________________________________________________________________
 ES0598  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0598
 ES0598.The horizontal coordinates were scaled from a topographic map and have
 ES0598.an estimated accuracy of +/- 6 seconds.
 ES0598
 ES0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0598.The vertical order pertains to the NGVD 29 superseded value.
 ES0598
 ES0598.The geoid height was determined by GEOID03.
 ES0598
 ES0598;                    North         East    Units  Estimated Accuracy
 ES0598;SPC AZ C     -   391,900.      209,030.      MT  (+/- 180 meters Scaled)
 ES0598
 ES0598                          SUPERSEDED SURVEY CONTROL
 ES0598
 ES0598  NGVD 29 (??/??/92) 1480.544  (m)         4857.42   (f) ADJ UNCH    2 0
 ES0598
 ES0598.Superseded values are not recommended for survey control.
 ES0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0598.See file dsdata.txt to determine how the superseded data were derived.
 ES0598
 ES0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD115218(NAD 83)
 ES0598_MARKER: DR = REFERENCE MARK DISK
 ES0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0598_STAMPING: AY 3 NO 1 1959
 ES0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0598+STABILITY: SURFACE MOTION
 ES0598
 ES0598  HISTORY     - Date     Condition        Report By
 ES0598  HISTORY     - 1959     MONUMENTED       CGS
 ES0598
 ES0598                          STATION DESCRIPTION
 ES0598
 ES0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0598'6.5 MI SW FROM CAMP VERDE.
 ES0598'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0598'POST OFFICE IN CAMP VERDE, THENCE 6.7 MILES SOUTH ALONG STATE HIGHWAY
 ES0598'79, 27.3 FEET NORTHEAST OF THE WITNESS POST, SET IN THE TOP OF A 12
 ES0598'INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0597 ***********************************************************************
 ES0597  DESIGNATION -  AY 3 RM 2
 ES0597  PID         -  ES0597
 ES0597  STATE/COUNTY-  AZ/YAVAPAI
 ES0597  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0597
 ES0597                         *CURRENT SURVEY CONTROL
 ES0597  ___________________________________________________________________
 ES0597* NAD 83(1986)-  34 32 03.     (N)    111 57 50.     (W)     SCALED    
 ES0597* NAVD 88     -      1481.74   (+/-2cm)    4861.3    (feet)  VERTCON   
 ES0597  ___________________________________________________________________
 ES0597  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0597
 ES0597.The horizontal coordinates were scaled from a topographic map and have
 ES0597.an estimated accuracy of +/- 6 seconds.
 ES0597
 ES0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0597.The vertical order pertains to the NGVD 29 superseded value.
 ES0597
 ES0597.The geoid height was determined by GEOID03.
 ES0597
 ES0597;                    North         East    Units  Estimated Accuracy
 ES0597;SPC AZ C     -   391,900.      209,030.      MT  (+/- 180 meters Scaled)
 ES0597
 ES0597                          SUPERSEDED SURVEY CONTROL
 ES0597
 ES0597  NGVD 29 (??/??/92) 1480.922  (m)         4858.66   (f) ADJ UNCH    2 0
 ES0597
 ES0597.Superseded values are not recommended for survey control.
 ES0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0597.See file dsdata.txt to determine how the superseded data were derived.
 ES0597
 ES0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD115218(NAD 83)
 ES0597_MARKER: DR = REFERENCE MARK DISK
 ES0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0597_STAMPING: AY 3 NO 2 1959
 ES0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0597+STABILITY: SURFACE MOTION
 ES0597
 ES0597  HISTORY     - Date     Condition        Report By
 ES0597  HISTORY     - 1959     MONUMENTED       CGS
 ES0597
 ES0597                          STATION DESCRIPTION
 ES0597
 ES0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0597'6.5 MI SW FROM CAMP VERDE.
 ES0597'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0597'POST OFFICE IN CAMP VERDE, THENCE 6.7 MILES SOUTH ALONG STATE HIGHWAY
 ES0597'79, 26.7 FEET NORTHWEST OF THE WITNESS POST, SET IN THE TOP OF A 12
 ES0597'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0591 ***********************************************************************
 ES0591  DESIGNATION -  AY 4
 ES0591  PID         -  ES0591
 ES0591  STATE/COUNTY-  AZ/YAVAPAI
 ES0591  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0591
 ES0591                         *CURRENT SURVEY CONTROL
 ES0591  ___________________________________________________________________
 ES0591* NAD 83(1992)-  34 32 19.21788(N)    111 54 47.28843(W)     ADJUSTED  
 ES0591* NAVD 88     -      1209.11   (+/-2cm)    3966.9    (feet)  VERTCON   
 ES0591  ___________________________________________________________________
 ES0591  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 ES0591  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0591  HORZ ORDER  -  THIRD
 ES0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0591
 ES0591.The horizontal coordinates were established by classical geodetic methods
 ES0591.and adjusted by the National Geodetic Survey in August 1993.
 ES0591
 ES0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0591.The vertical order pertains to the NGVD 29 superseded value.
 ES0591
 ES0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0591
 ES0591.The geoid height was determined by GEOID03.
 ES0591
 ES0591;                    North         East     Units Scale Factor Converg.
 ES0591;SPC AZ C     -   392,401.250   213,684.104   MT  0.99990000   +0 00 07.2
 ES0591;SPC AZ C     - 1,287,405.68    701,063.33   iFT  0.99990000   +0 00 07.2
 ES0591;UTM  12      - 3,822,264.027   416,208.632   MT  0.99968654   -0 31 03.9
 ES0591
 ES0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0591!SPC AZ C     -   0.99981432  x   0.99990000  =   0.99971434
 ES0591!UTM  12      -   0.99981432  x   0.99968654  =   0.99950091
 ES0591
 ES0591|---------------------------------------------------------------------|
 ES0591| PID    Reference Object                     Distance      Geod. Az  |
 ES0591|                                                           dddmmss.s |
 ES0591| ES0590 AY 4 RM 1                             6.837 METERS 09936     |
 ES0591| ES0592 AY 4 RM 2                             8.106 METERS 23435     |
 ES0591| ES1028 HICUT                               APPROX. 2.6 KM 2630215.7 |
 ES0591|---------------------------------------------------------------------|
 ES0591
 ES0591                          SUPERSEDED SURVEY CONTROL
 ES0591
 ES0591  NAD 83(1986)-  34 32 19.21330(N)    111 54 47.28526(W) AD(       ) 3
 ES0591  NAD 27      -  34 32 19.11530(N)    111 54 44.73490(W) AD(       ) 3
 ES0591  NGVD 29 (??/??/92) 1208.328  (m)         3964.32   (f) ADJ UNCH    2 0
 ES0591
 ES0591.Superseded values are not recommended for survey control.
 ES0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0591.See file dsdata.txt to determine how the superseded data were derived.
 ES0591
 ES0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1620922264(NAD 83)
 ES0591_MARKER: DS = TRIANGULATION STATION DISK
 ES0591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0591_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0591_STAMPING: YA 4 1959
 ES0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0591
 ES0591  HISTORY     - Date     Condition        Report By
 ES0591  HISTORY     - 1959     MONUMENTED       CGS
 ES0591  HISTORY     - 1959     GOOD             CGS
 ES0591
 ES0591                          STATION DESCRIPTION
 ES0591
 ES0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0591'THE STATION IS ABOUT 4 MILES WEST OF CAMP VERDE ON THE SOUTH
 ES0591'SIDE OF ARIZONA STATE HIGHWAY 79, AT THE TOP OF A DEEP GRAVEL
 ES0591'HIGHWAY CUT.
 ES0591'
 ES0591'TO REACH THE STATION FROM THE POST OFFICE AT CAMP VERDE, FOLLOW
 ES0591'THE PAVEMENT WEST TOWARD PHOENIX FOR 3.0 MILES TO ARIZONA STATE
 ES0591'HIGHWAY 79.  TURN LEFT AND FOLLOW THE HIGHWAY WESTERLY FOR 1.7
 ES0591'MILES TO A DEEP CUT AND THE STATION ON THE LEFT.
 ES0591'
 ES0591'THE STATION MARK IS A STANDARD DISK STAMPED AY 4 1959, WELDED TO
 ES0591'THE TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.  IT IS
 ES0591'21 FEET SOUTH OF THE EDGE OF THE CUT, 12.9 FEET NORTH OF THE
 ES0591'RIGHT-OF-WAY FENCE AND 4.1 FEET SOUTH OF A WITNESS POST.
 ES0591'
 ES0591'R.M. 1 IS A STANDARD DISK STAMPED AY 4 NO 1959, WELDED TO THE TOP
 ES0591'OF A 2-INCH CAST IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 28 FEET
 ES0591'SOUTH OF THE EDGE OF THE HIGHWAY CUT, 24.2 FEET EAST OF THE WITNESS
 ES0591'POST AND 1.9 FEET NORTH OF THE FENCE.
 ES0591'
 ES0591'R.M. 2 IS A STANDARD DISK STAMPED AY 4 NO 2 1959, WELDED TO THE
 ES0591'TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS 10 INCHES.  IT IS 35
 ES0591'FEET SOUTH OF THE HIGHWAY CUT, 28.7 FEET SOUTHWEST OF THE WITNESS
 ES0591'POST AND 6.7 FEET NORTH OF A FENCE.
 ES0591'
 ES0591'TRIANGULATION STATION HICUT CAN BE USED AS AN AZIMUTH MARK.
 ES0591'(SEE DESCRIPTION THEREOF.)
 ES0591
 ES0591                          STATION RECOVERY (1959)
 ES0591
 ES0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0591'4.0 MI SW FROM CAMP VERDE.
 ES0591'3.0 MILE SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0591'OFFICE IN CAMP VERDE, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 79 TO
 ES0591'A DEEP HIGHWAY CUT, 21 FEET SOUTH OF THE EDGE OF THE CUT, 13.0 NORTH
 ES0591'OF THE FENCE, 4 FEET SOUTH OF THE WITNESS POST, WELDED TO THE TOP OF A
 ES0591'2 INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0590 ***********************************************************************
 ES0590  DESIGNATION -  AY 4 RM 1
 ES0590  PID         -  ES0590
 ES0590  STATE/COUNTY-  AZ/YAVAPAI
 ES0590  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0590
 ES0590                         *CURRENT SURVEY CONTROL
 ES0590  ___________________________________________________________________
 ES0590* NAD 83(1986)-  34 32 18.     (N)    111 54 48.     (W)     SCALED    
 ES0590* NAVD 88     -      1207.71   (+/-2cm)    3962.3    (feet)  VERTCON   
 ES0590  ___________________________________________________________________
 ES0590  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0590
 ES0590.The horizontal coordinates were scaled from a topographic map and have
 ES0590.an estimated accuracy of +/- 6 seconds.
 ES0590
 ES0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0590.The vertical order pertains to the NGVD 29 superseded value.
 ES0590
 ES0590.The geoid height was determined by GEOID03.
 ES0590
 ES0590;                    North         East    Units  Estimated Accuracy
 ES0590;SPC AZ C     -   392,360.      213,670.      MT  (+/- 180 meters Scaled)
 ES0590
 ES0590                          SUPERSEDED SURVEY CONTROL
 ES0590
 ES0590  NGVD 29 (??/??/92) 1206.935  (m)         3959.75   (f) ADJ UNCH    2 0
 ES0590
 ES0590.Superseded values are not recommended for survey control.
 ES0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0590.See file dsdata.txt to determine how the superseded data were derived.
 ES0590
 ES0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD161222(NAD 83)
 ES0590_MARKER: DR = REFERENCE MARK DISK
 ES0590_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0590_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0590_STAMPING: AY 4 NO 1 1959
 ES0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0590
 ES0590  HISTORY     - Date     Condition        Report By
 ES0590  HISTORY     - 1959     MONUMENTED       CGS
 ES0590
 ES0590                          STATION DESCRIPTION
 ES0590
 ES0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0590'4.0 MI SW FROM CAMP VERDE.
 ES0590'3.0 MILE SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0590'OFFICE IN CAMP VERDE, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 79 TO
 ES0590'A DEEP HIGHWAY CUT, 28 FEET SOUTH OF THE EDGE OF THE HIGHWAY CUT, 24.2
 ES0590'FEET EAST OF THE WITNESS POST, 2 FEET NORTH OF THE FENCE, WELDED TO
 ES0590'THE TOP OF A 2 INCH CAST IRON PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0592 ***********************************************************************
 ES0592  DESIGNATION -  AY 4 RM 2
 ES0592  PID         -  ES0592
 ES0592  STATE/COUNTY-  AZ/YAVAPAI
 ES0592  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0592
 ES0592                         *CURRENT SURVEY CONTROL
 ES0592  ___________________________________________________________________
 ES0592* NAD 83(1986)-  34 32 18.     (N)    111 54 48.     (W)     SCALED    
 ES0592* NAVD 88     -      1208.30   (+/-2cm)    3964.2    (feet)  VERTCON   
 ES0592  ___________________________________________________________________
 ES0592  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0592
 ES0592.The horizontal coordinates were scaled from a topographic map and have
 ES0592.an estimated accuracy of +/- 6 seconds.
 ES0592
 ES0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0592.The vertical order pertains to the NGVD 29 superseded value.
 ES0592
 ES0592.The geoid height was determined by GEOID03.
 ES0592
 ES0592;                    North         East    Units  Estimated Accuracy
 ES0592;SPC AZ C     -   392,360.      213,670.      MT  (+/- 180 meters Scaled)
 ES0592
 ES0592                          SUPERSEDED SURVEY CONTROL
 ES0592
 ES0592  NGVD 29 (??/??/92) 1207.522  (m)         3961.68   (f) ADJ UNCH    2 0
 ES0592
 ES0592.Superseded values are not recommended for survey control.
 ES0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0592.See file dsdata.txt to determine how the superseded data were derived.
 ES0592
 ES0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD161222(NAD 83)
 ES0592_MARKER: DR = REFERENCE MARK DISK
 ES0592_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0592_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0592_STAMPING: AY 4 NO 2 1959
 ES0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0592
 ES0592  HISTORY     - Date     Condition        Report By
 ES0592  HISTORY     - 1959     MONUMENTED       CGS
 ES0592
 ES0592                          STATION DESCRIPTION
 ES0592
 ES0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0592'4.0 MI SW FROM CAMP VERDE.
 ES0592'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0592'OFFICE IN CAMP VERDE, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 79 TO
 ES0592'A DEEP CUT IN THE HIGHWAY, 35 FEET SOUTH OF THE HIGHWAY CUT, 28.7 FEET
 ES0592'SOUTHWEST OF THE WITNESS POST AND 6.7 FEET NORTH OF THE FENCE, WELDED
 ES0592'TO THE TOP OF A 2 INCH CAST IRON PIPE THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2222 ***********************************************************************
 DV2222  DESIGNATION -  AZAMY
 DV2222  PID         -  DV2222
 DV2222  STATE/COUNTY-  AZ/MARICOPA
 DV2222  USGS QUAD   -  TOLLESON (1982)
 DV2222
 DV2222                         *CURRENT SURVEY CONTROL
 DV2222  ___________________________________________________________________
 DV2222* NAD 83(2007)-  33 26 29.76463(N)    112 16 51.84160(W)     ADJUSTED  
 DV2222* NAVD 88     -       304.9    (meters)    1000.     (feet)  VERTCON   
 DV2222  ___________________________________________________________________
 DV2222  EPOCH DATE  -        2007.00
 DV2222  X           -  -2,020,064.503 (meters)                     COMP
 DV2222  Y           -  -4,930,065.861 (meters)                     COMP
 DV2222  Z           -   3,495,082.645 (meters)                     COMP
 DV2222  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DV2222  ELLIP HEIGHT-         274.725 (meters)          (02/10/07) ADJUSTED
 DV2222  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV2222
 DV2222  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2222  Type    PID    Designation                      North   East  Ellip
 DV2222  -------------------------------------------------------------------
 DV2222  NETWORK DV2222 AZAMY                             2.29   1.74   3.82
 DV2222  -------------------------------------------------------------------
 DV2222
 DV2222.The horizontal coordinates were established by GPS observations
 DV2222.and adjusted by the National Geodetic Survey in February 2007.
 DV2222
 DV2222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2222.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2222.The horizontal coordinates are valid at the epoch date displayed above.
 DV2222.The epoch date for horizontal control is a decimal equivalence
 DV2222.of Year/Month/Day.
 DV2222
 DV2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2222
 DV2222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2222
 DV2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2222
 DV2222.The ellipsoidal height was determined by GPS observations
 DV2222.and is referenced to NAD 83.
 DV2222
 DV2222.The geoid height was determined by GEOID03.
 DV2222
 DV2222;                    North         East     Units Scale Factor Converg.
 DV2222;SPC AZ C     -   270,783.309   179,479.562   MT  0.99991415   -0 12 02.9
 DV2222;SPC AZ C     -   888,396.68    588,843.71   iFT  0.99991415   -0 12 02.9
 DV2222;UTM  12      - 3,700,978.325   380,923.835   MT  0.99977481   -0 42 21.8
 DV2222
 DV2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2222!SPC AZ C     -   0.99995687  x   0.99991415  =   0.99987103
 DV2222!UTM  12      -   0.99995687  x   0.99977481  =   0.99973169
 DV2222
 DV2222                          SUPERSEDED SURVEY CONTROL
 DV2222
 DV2222  ELLIP H (06/11/02)  274.760  (m)                       GP(       ) 4 2
 DV2222  NAD 83(1992)-  33 26 29.76284(N)    112 16 51.84138(W) AD(       ) 1
 DV2222  ELLIP H (08/23/93)  274.894  (m)                       GP(       ) 4 2
 DV2222  NAD 83(1986)-  33 26 29.75704(N)    112 16 51.84716(W) AD(       ) 1
 DV2222  NGVD 29 (09/11/89)  304.3    (m)          998.     (f) GPS OBS     3  
 DV2222
 DV2222.Superseded values are not recommended for survey control.
 DV2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2222.See file dsdata.txt to determine how the superseded data were derived.
 DV2222
 DV2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8092400978(NAD 83)
 DV2222_MARKER: DD = SURVEY DISK
 DV2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2222+STABILITY: SURFACE MOTION
 DV2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2222+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1986
 DV2222
 DV2222  HISTORY     - Date     Condition        Report By
 DV2222  HISTORY     - 1985     MONUMENTED       AZDT
 DV2222  HISTORY     - 19861010 GOOD
 DV2222  HISTORY     - 20061011 POOR             GEOCAC
 DV2222
 DV2222                          STATION DESCRIPTION
 DV2222
 DV2222'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (AD)
 DV2222'THE STATION IS LOCATED ABOUT 17.02 KM (10.5 MI) WEST OF PHOENIX,
 DV2222'ARIZONA.
 DV2222'
 DV2222'TO REACH THE STATION FROM THE INTERSECTION OF BUCKEYE ROAD AND 99TH
 DV2222'AVENUE, GO NORTH ON 99TH AVENUE FOR 0.81 KM (0.5 MI) TO THE
 DV2222'RAILROAD TRACKS AND A DIRT ROAD LEFT, TURN LEFT AND GO WEST ON THE
 DV2222'DIRT ROAD ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.81 KM
 DV2222'(0.5 MI) TO A DIRT ROAD THAT CROSSES THE RAILROAD TRACKS TO THE
 DV2222'STATION ON THE RIGHT.
 DV2222'
 DV2222'THE STATION IS A STANDARD AGS DISK
 DV2222'STAMPED---AZAMY 1985---,
 DV2222'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2222'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DV2222'15.07 METERS (49.45 FT) WEST-SOUTHWEST FROM AN RM STAMPED---AZAMY RM
 DV2222'1  1985---,
 DV2222'15.15 METERS (49.7 FT) SOUTHEAST FROM AN RM STAMPED---AZAMY RM 2
 DV2222'1985---,
 DV2222'3.75 METERS (12.3 FT) SOUTHEAST FROM THE CENTERLINE OF THE RAILROAD
 DV2222'TRACKS,
 DV2222'22.55 METERS (74 FT) WEST FROM A POWER POLE,
 DV2222'1.34 METERS (4.4 FT) NORTH FROM A WITNESS POST AND SIGN.
 DV2222'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2222'STAMPED---AZAMY 1985---,
 DV2222'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2222
 DV2222                          STATION RECOVERY (1986)
 DV2222
 DV2222'RECOVERED 1986
 DV2222'RECOVERED IN GOOD CONDITION.
 DV2222
 DV2222                          STATION RECOVERY (2006)
 DV2222
 DV2222'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2222'TWO UPROOTED CONCRETE CYLINDERS WERE FOUND AT THE SITE, WITH ONE
 DV2222'BEARING EVIDENCE OF HAVING HELD A MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6803 ***********************************************************************
 AC6803  HT_MOD      -  This is a Height Modernization Survey Station.
 AC6803  PACS        -  This is a Primary Airport Control Station.
 AC6803  DESIGNATION -  AZC A
 AC6803  PID         -  AC6803
 AC6803  STATE/COUNTY-  AZ/MOHAVE
 AC6803  USGS QUAD   -  LOST SPRING MTN EAST (1988)
 AC6803
 AC6803                         *CURRENT SURVEY CONTROL
 AC6803  ___________________________________________________________________
 AC6803* NAD 83(2007)-  36 57 59.55377(N)    113 00 32.22917(W)     ADJUSTED  
 AC6803* NAVD 88     -      1485.56   (meters)    4873.9    (feet)  GPS OBS   
 AC6803  ___________________________________________________________________
 AC6803  EPOCH DATE  -        2007.00
 AC6803  X           -  -1,994,789.496 (meters)                     COMP
 AC6803  Y           -  -4,697,388.731 (meters)                     COMP
 AC6803  Z           -   3,815,306.819 (meters)                     COMP
 AC6803  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 AC6803  ELLIP HEIGHT-        1462.787 (meters)          (02/10/07) ADJUSTED
 AC6803  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AC6803
 AC6803  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6803  Type    PID    Designation                      North   East  Ellip
 AC6803  -------------------------------------------------------------------
 AC6803  NETWORK AC6803 AZC A                             0.74   0.61   1.37
 AC6803  -------------------------------------------------------------------
 AC6803
 AC6803.This mark is at Colorado City Municipal Airport (AZC)
 AC6803
 AC6803.The horizontal coordinates were established by GPS observations
 AC6803.and adjusted by the National Geodetic Survey in February 2007.
 AC6803
 AC6803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6803.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6803.The horizontal coordinates are valid at the epoch date displayed above.
 AC6803.The epoch date for horizontal control is a decimal equivalence
 AC6803.of Year/Month/Day.
 AC6803
 AC6803.The orthometric height was determined by GPS observations and a
 AC6803.high-resolution geoid model.
 AC6803
 AC6803.GPS derived orthometric heights for airport stations designated as
 AC6803.PACS or SACS are published to 2 decimal places.  This maintains
 AC6803.centimeter relative accuracy between the PACS and SACS.  It does
 AC6803.not indicate centimeter accuracy relative to other marks which are
 AC6803.part of the NAVD 88 network.
 AC6803
 AC6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6803
 AC6803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6803
 AC6803.The ellipsoidal height was determined by GPS observations
 AC6803.and is referenced to NAD 83.
 AC6803
 AC6803.The geoid height was determined by GEOID03.
 AC6803
 AC6803;                    North         East     Units Scale Factor Converg.
 AC6803;SPC AZ W     -   662,036.150   279,346.877   MT  0.99998696   +0 26 44.3
 AC6803;SPC AZ W     - 2,172,034.61    916,492.38   iFT  0.99998696   +0 26 44.3
 AC6803;UTM  12      - 4,093,046.689   321,162.779   MT  0.99999401   -1 12 30.2
 AC6803
 AC6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6803!SPC AZ W     -   0.99977049  x   0.99998696  =   0.99975746
 AC6803!UTM  12      -   0.99977049  x   0.99999401  =   0.99976451
 AC6803
 AC6803|---------------------------------------------------------------------|
 AC6803| PID    Reference Object                     Distance      Geod. Az  |
 AC6803|                                                           dddmmss.s |
 AC6803| AE3181 AZC CL END RWY 20                    68.963 METERS 15655     |
 AC6803|---------------------------------------------------------------------|
 AC6803
 AC6803                          SUPERSEDED SURVEY CONTROL
 AC6803
 AC6803  ELLIP H (01/12/01) 1462.805  (m)                       GP(       ) 4 1
 AC6803  NAD 83(1992)-  36 57 59.55345(N)    113 00 32.22767(W) AD(       ) B
 AC6803  ELLIP H (03/14/97) 1462.873  (m)                       GP(       ) 3 1
 AC6803
 AC6803.Superseded values are not recommended for survey control.
 AC6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6803.See file dsdata.txt to determine how the superseded data were derived.
 AC6803
 AC6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2116393047(NAD 83)
 AC6803_MARKER: F = FLANGE-ENCASED ROD
 AC6803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6803_STAMPING: AZC A 1996
 AC6803_MARK LOGO: NGS   
 AC6803_PROJECTION: FLUSH
 AC6803_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6803+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 AC6803_ROD/PIPE-DEPTH: 20.6 meters
 AC6803
 AC6803  HISTORY     - Date     Condition        Report By
 AC6803  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6803  HISTORY     - 19970506 GOOD             NGS
 AC6803  HISTORY     - 20080910 GOOD             GEOANA
 AC6803
 AC6803                          STATION DESCRIPTION
 AC6803
 AC6803'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6803'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHWEST OF THE
 AC6803'TOWN OF COLORADO CITY AT THE COLORADO CITY MUNICIPAL AIRPORT.
 AC6803'OWNERSHIP -- TOWN OF COLORADO CITY, LADELL BISTLINE - AIRPORT MANAGER,
 AC6803'PHONE (520) 875-2308 TO REACH THE STATION FROM MILEPOST 1.4 OF STATE
 AC6803'HIGHWAY 389 NEAR COLORADO CITY AT THE JUNCTION WITH A PAVED ROAD,
 AC6803'PROCEED WEST ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) , SOUTH FOR 2.4 KM
 AC6803'(1.50 MI) , THEN WEST FOR 0.8 KM (0.50 MI) TO THE AIRPORT TERMINAL AND
 AC6803'GATE.  PROCEED THROUGH GATE AND CONTINUE WESTERLY ACROSS APRON AND
 AC6803'TAXIWAY FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 2-20.  TURN
 AC6803'RIGHT AND GO NORTH-NORTHEAST ALONG RUNWAY 2-20 FOR 0.65 KM (0.40 MI)
 AC6803'TO THE END OF THE RUNWAY AND THE STATION ON THE LEFT THE STATION IS
 AC6803'THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 AC6803'OF 20.60 M (67.59 FT) RECESSED 12 CM BELOW GROUND LEVEL IN A 2.5 CM
 AC6803'DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7
 AC6803'CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AC6803'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED
 AC6803'7.30 M (23.95 FT) SOUTHEAST OF A FENCE, 62.00 M (203.41 FT)
 AC6803'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE APPROACH END OF RUNWAY
 AC6803'20, 57.60 M (188.98 FT) NORTH-NORTHWEST OF THE NORTHWESTERNMOST
 AC6803'THRESHOLD LIGHT, 43.85 M (143.86 FT) NORTHEAST OF A STEEL FENCE POST
 AC6803'SUPPORT THAT IS IN LINE WITH A NORTHWESTERLY EXTENSION OF THE NORTHERN
 AC6803'EDGE OF RUNWAY 20, 109.2 M (358.3 FT) SOUTH-SOUTHWEST OF THE
 AC6803'NORTHWESTERN FENCE CORNER, AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE
 AC6803'WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AC6803'STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6803
 AC6803                          STATION RECOVERY (1997)
 AC6803
 AC6803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6803'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF COLORADO
 AC6803'CITY AT THE COLORADO CITY MUNICIPAL AIRPORT, ALONG THE WEST SIDE OF
 AC6803'AND NEAR THE NORTH END OF RUNWAY 2-20.  OWNERSHIP--CITY OF COLORADO
 AC6803'CITY, LADELL BISTLINE, AIRPORT MANAGER, BOX 70, COLORADO CITY, AZ
 AC6803'86021.  THE PHONE NUMBER IS (520) 875-2646.  TO REACH THE STATION FROM
 AC6803'THE JUNCTION OF STATE HIGHWAY 389 AND THE ARIZONA/UTAH STATE LINE, GO
 AC6803'SOUTHEASTERLY FOR 2.2 KM (1.35 MI) ON THE HIGHWAY TO A PAVED ROAD
 AC6803'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH ON MOHAVE AVENUE THEN
 AC6803'REDWOOD STREET (THERE ARE NO STREET SIGNS) FOR 3.7 KM (2.30 MI) TO A
 AC6803'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.9 KM (0.55
 AC6803'MI) ON AIRPORT AVENUE (THERE IS NO STREET SIGN) TO A LOCKED GATE AND
 AC6803'THE AIRPORT ADMINISTRATIVE BUILDING (UNATTENDED) ON THE RIGHT.  PASS
 AC6803'THROUGH THE LOCKED GATE AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS A
 AC6803'RAMP AND ALONG A TAXIWAY TO RUNWAY 2-20.  TURN RIGHT AND GO NORTHEAST
 AC6803'FOR 0.6 KM (0.35 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT JUST
 AC6803'PAST RUNWAY END 20.  THE STATION IS LOCATED 61.9 M (203.1 FT)
 AC6803'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY, 53.6 M (175.9
 AC6803'FT) NORTHWEST OF THE EXTENDED CENTER OF THE RUNWAY, 7.3 M (24.0 FT)
 AC6803'SOUTHEAST OF A FENCE LINE, 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE
 AC6803'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC6803'NOTE--AIRPORT IS UNATTENDED.  A PHILLIPS SCREW DRIVER IS REQUIRED TO
 AC6803'ACCESS THE DATUM POINT THROUGH THE LOGO CAP. THIS STATION SELECTED AS
 AC6803'THE PACS FOR THIS AIRPORT.
 AC6803
 AC6803                          STATION RECOVERY (2008)
 AC6803
 AC6803'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 AC6803'RECOVERED AS DESCRIBED.  ADDITIONAL INFORMATION FOLLOWS.
 AC6803' 
 AC6803'OWNERSHIP--TOWN OF COLORADO CITY P.O. BOX 70, COLORADO CITY, ARIZONA
 AC6803'86021, PHONE 928-875-2646.
 AC6803' 
 AC6803'NOTE--ACCESS TO AIRPORT IS THROUGH AN ELECTRIC GATE THAT REQUIRES A
 AC6803'SECURITY CODE TO OPEN.  AIRPORT MANAGER IS LADELL BISTLINE, BOX 726,
 AC6803'COLORADO CITY, ARIZONA 86021, PHONE 928-875-2871.  AIRPORT MANAGER
 AC6803'HOME PHONE IS 928-875-2308 AND CELL PHONE IS 435-616-2871.
 AC6803' 
 AC6803'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 AC6803'OF A FIXED HEIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6804 ***********************************************************************
 AC6804  HT_MOD      -  This is a Height Modernization Survey Station.
 AC6804  SACS        -  This is a Secondary Airport Control Station.
 AC6804  DESIGNATION -  AZC B
 AC6804  PID         -  AC6804
 AC6804  STATE/COUNTY-  AZ/MOHAVE
 AC6804  USGS QUAD   -  LOST SPRING MTN EAST (1988)
 AC6804
 AC6804                         *CURRENT SURVEY CONTROL
 AC6804  ___________________________________________________________________
 AC6804* NAD 83(2007)-  36 57 29.54040(N)    113 00 45.84862(W)     ADJUSTED  
 AC6804* NAVD 88     -      1478.41   (meters)    4850.4    (feet)  GPS OBS   
 AC6804  ___________________________________________________________________
 AC6804  EPOCH DATE  -        2007.00
 AC6804  X           -  -1,995,314.957 (meters)                     COMP
 AC6804  Y           -  -4,697,763.913 (meters)                     COMP
 AC6804  Z           -   3,814,563.067 (meters)                     COMP
 AC6804  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 AC6804  ELLIP HEIGHT-        1455.630 (meters)          (02/10/07) ADJUSTED
 AC6804  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AC6804
 AC6804  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6804  Type    PID    Designation                      North   East  Ellip
 AC6804  -------------------------------------------------------------------
 AC6804  NETWORK AC6804 AZC B                             0.76   0.63   1.37
 AC6804  -------------------------------------------------------------------
 AC6804
 AC6804.This mark is at Colorado City Municipal Airport (AZC)
 AC6804
 AC6804.The horizontal coordinates were established by GPS observations
 AC6804.and adjusted by the National Geodetic Survey in February 2007.
 AC6804
 AC6804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6804.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6804.The horizontal coordinates are valid at the epoch date displayed above.
 AC6804.The epoch date for horizontal control is a decimal equivalence
 AC6804.of Year/Month/Day.
 AC6804
 AC6804.The orthometric height was determined by GPS observations and a
 AC6804.high-resolution geoid model.
 AC6804
 AC6804.GPS derived orthometric heights for airport stations designated as
 AC6804.PACS or SACS are published to 2 decimal places.  This maintains
 AC6804.centimeter relative accuracy between the PACS and SACS.  It does
 AC6804.not indicate centimeter accuracy relative to other marks which are
 AC6804.part of the NAVD 88 network.
 AC6804
 AC6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6804
 AC6804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6804
 AC6804.The ellipsoidal height was determined by GPS observations
 AC6804.and is referenced to NAD 83.
 AC6804
 AC6804.The geoid height was determined by GEOID03.
 AC6804
 AC6804;                    North         East     Units Scale Factor Converg.
 AC6804;SPC AZ W     -   661,108.357   279,017.156   MT  0.99998642   +0 26 35.8
 AC6804;SPC AZ W     - 2,168,990.67    915,410.62   iFT  0.99998642   +0 26 35.8
 AC6804;UTM  12      - 4,092,128.791   320,806.414   MT  0.99999559   -1 12 37.6
 AC6804
 AC6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6804!SPC AZ W     -   0.99977162  x   0.99998642  =   0.99975804
 AC6804!UTM  12      -   0.99977162  x   0.99999559  =   0.99976721
 AC6804
 AC6804                          SUPERSEDED SURVEY CONTROL
 AC6804
 AC6804  ELLIP H (01/12/01) 1455.649  (m)                       GP(       ) 4 1
 AC6804  NAD 83(1992)-  36 57 29.54011(N)    113 00 45.84703(W) AD(       ) 1
 AC6804  ELLIP H (03/14/97) 1455.718  (m)                       GP(       ) 3 1
 AC6804
 AC6804.Superseded values are not recommended for survey control.
 AC6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6804.See file dsdata.txt to determine how the superseded data were derived.
 AC6804
 AC6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2080692129(NAD 83)
 AC6804_MARKER: DD = SURVEY DISK
 AC6804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6804_STAMPING: AZC B 1996
 AC6804_MARK LOGO: NGS   
 AC6804_PROJECTION: FLUSH
 AC6804_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6804+STABILITY: SURFACE MOTION
 AC6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6804+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 AC6804_ROD/PIPE-DEPTH: 1.0  meters
 AC6804
 AC6804  HISTORY     - Date     Condition        Report By
 AC6804  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6804  HISTORY     - 19970506 GOOD             NGS
 AC6804  HISTORY     - 20080910 GOOD             GEOANA
 AC6804
 AC6804                          STATION DESCRIPTION
 AC6804
 AC6804'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6804'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHWEST OF THE
 AC6804'TOWN OF COLORADO CITY AT THE COLORADO CITY MUNICIPAL AIRPORT.
 AC6804'OWNERSHIP -- TOWN OF COLORADO CITY, LADELL BISTLINE - AIRPORT MANAGER,
 AC6804'PHONE (520) 875-2308 TO REACH THE STATION FROM MILEPOST 1.4 OF STATE
 AC6804'HIGHWAY 389 NEAR COLORADO CITY AT THE JUNCTION WITH A PAVED ROAD,
 AC6804'PROCEED WEST ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) , SOUTH FOR 2.4 KM
 AC6804'(1.50 MI) , THEN WEST FOR 0.8 KM (0.50 MI) TO THE AIRPORT TERMINAL AND
 AC6804'GATE.  PROCEED THROUGH GATE AND CONTINUE SOUTHERLY ACROSS APRON AND
 AC6804'TAXIWAY FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH RUNWAY 11-29.  TURN
 AC6804'RIGHT AND GO NORTHWEST ALONG RUNWAY 11-29 FOR 0.15 KM (0.10 MI) TO THE
 AC6804'JUNCTION WITH RUNWAY 2-20 AND THE STATION ON THE LEFT NEAR A FENCE
 AC6804'CORNER THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE
 AC6804'TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 11 CM BELOW GROUND
 AC6804'LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC6804'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC6804'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AC6804'PIPE.  THE STATION IS LOCATED 62.20 M (204.07 FT) SOUTH-SOUTHWEST FROM
 AC6804'THE SOUTHWEST EDGE OF RUNWAY 11-29, 73.40 M (240.81 FT) EAST-SOUTHEAST
 AC6804'FROM THE EAST EDGE OF RUNWAY 2-20, 14.35 M (47.08 FT) WEST-SOUTHWEST
 AC6804'OF A BLM MONUMENT NEAR THE FENCE CORNER, 14.55 M (47.74 FT)
 AC6804'WEST-SOUTHWEST OF A FENCE CORNER, 8.40 M (27.56 FT) WEST-NORTHWEST OF
 AC6804'A FENCELINE, 8.80 M (28.87 FT) SOUTH OF A 1.2 M (3.9 FT) TALL CEDAR
 AC6804'POST, 75.50 M (247.70 FT) SOUTH OF RUNWAY HOLDING POSITION SIGN (2-20)
 AC6804', AND NORTHWEST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6804'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS
 AC6804'1996
 AC6804
 AC6804                          STATION RECOVERY (1997)
 AC6804
 AC6804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6804'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF COLORADO
 AC6804'CITY AT THE COLORADO CITY MUNICIPAL AIRPORT, IN THE SOUTH QUADRANT OF
 AC6804'THE INTERSECTION OF THE RUNWAYS.  OWNERSHIP--CITY OF COLORADO CITY,
 AC6804'LADELL BISTLINE, AIRPORT MANAGER, BOX 70, COLORADO CITY, AZ 86021. THE
 AC6804'PHONE NUMBER IS (520) 875-2646.  TO REACH THE STATION FROM THE
 AC6804'JUNCTION OF STATE HIGHWAY 389 AND THE ARIZONA/UTAH STATE LINE, GO
 AC6804'SOUTHEASTERLY FOR 2.2 KM (1.35 MI) ON THE HIGHWAY TO A PAVED ROAD
 AC6804'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH ON MOHAVE AVENUE THEN
 AC6804'REDWOOD STREET (THERE ARE NO STREET SIGNS) FOR 3.7 KM (2.30 MI) TO A
 AC6804'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.9 KM (0.55
 AC6804'MI) ON AIRPORT AVENUE (THERE IS NO STREET SIGN) TO A LOCKED GATE AND
 AC6804'THE AIRPORT ADMINISTRATIVE BUILDING (UNATTENDED) ON THE RIGHT.  PASS
 AC6804'THROUGH THE LOCKED GATE AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS A
 AC6804'RAMP AND ALONG A TAXIWAY TO RUNWAY 2-20.  TURN LEFT AND GO SOUTHWEST
 AC6804'FOR 0.2 KM (0.10 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT JUST
 AC6804'PAST RUNWAY 11-29.  THE STATION IS LOCATED 73.9 M (242.5 FT) SOUTHEAST
 AC6804'OF THE SOUTHEAST EDGE OF RUNWAY 2-20, 62.1 M (203.7 FT) SOUTHWEST OF
 AC6804'THE SOUTHWEST EDGE OF RUNWAY 11-29, 14.6 M (47.9 FT) WEST OF A FENCE
 AC6804'CORNER, 8.5 M (27.9 FT) NORTHWEST OF A FENCE LINE, 0.9 M (3.0 FT)
 AC6804'NORTHWEST OF A CARSONITE WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AC6804'THE GROUND SURFACE.  NOTE--AIRPORT IS UNATTENDED.  A PHILLIPS SCREW
 AC6804'DRIVER IS REQUIRED TO ACCESS THE DATUM POINT THROUGH THE LOGO CAP.
 AC6804'THIS STATION SELECTED AS THE SACS FOR THIS AIRPORT.
 AC6804
 AC6804                          STATION RECOVERY (2008)
 AC6804
 AC6804'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 AC6804'RECOVERED AS DESCRIBED.  ADDITIONAL INFORMATION FOLLOWS.
 AC6804' 
 AC6804'OWNERSHIP--TOWN OF COLORADO CITY P.O. BOX 70, COLORADO CITY, ARIZONA
 AC6804'86021, PHONE 928-875-2646.
 AC6804' 
 AC6804'NOTE--ACCESS TO AIRPORT IS THROUGH AN ELECTRIC GATE THAT REQUIRES A
 AC6804'SECURITY CODE TO OPEN.  AIRPORT MANAGER IS LADELL BISTLINE, BOX 726,
 AC6804'COLORADO CITY, ARIZONA 86021, PHONE 928-875-2871.  AIRPORT MANAGER
 AC6804'HOME PHONE IS 928-875-2308 AND CELL PHONE IS 435-616-2871.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6805 ***********************************************************************
 AC6805  HT_MOD      -  This is a Height Modernization Survey Station.
 AC6805  SACS        -  This is a Secondary Airport Control Station.
 AC6805  DESIGNATION -  AZC C
 AC6805  PID         -  AC6805
 AC6805  STATE/COUNTY-  AZ/MOHAVE
 AC6805  USGS QUAD   -  LOST SPRING MTN EAST (1988)
 AC6805
 AC6805                         *CURRENT SURVEY CONTROL
 AC6805  ___________________________________________________________________
 AC6805* NAD 83(2007)-  36 57 11.05099(N)    113 00 59.13950(W)     ADJUSTED  
 AC6805* NAVD 88     -      1474.58   (meters)    4837.9    (feet)  GPS OBS   
 AC6805  ___________________________________________________________________
 AC6805  EPOCH DATE  -        2007.00
 AC6805  X           -  -1,995,750.468 (meters)                     COMP
 AC6805  Y           -  -4,697,947.963 (meters)                     COMP
 AC6805  Z           -   3,814,105.187 (meters)                     COMP
 AC6805  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AC6805  ELLIP HEIGHT-        1451.785 (meters)          (02/10/07) ADJUSTED
 AC6805  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AC6805
 AC6805  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6805  Type    PID    Designation                      North   East  Ellip
 AC6805  -------------------------------------------------------------------
 AC6805  NETWORK AC6805 AZC C                             0.78   0.63   1.39
 AC6805  -------------------------------------------------------------------
 AC6805
 AC6805.This mark is at Colorado City Municipal Airport (AZC)
 AC6805
 AC6805.The horizontal coordinates were established by GPS observations
 AC6805.and adjusted by the National Geodetic Survey in February 2007.
 AC6805
 AC6805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6805.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6805.The horizontal coordinates are valid at the epoch date displayed above.
 AC6805.The epoch date for horizontal control is a decimal equivalence
 AC6805.of Year/Month/Day.
 AC6805
 AC6805.The orthometric height was determined by GPS observations and a
 AC6805.high-resolution geoid model.
 AC6805
 AC6805.GPS derived orthometric heights for airport stations designated as
 AC6805.PACS or SACS are published to 2 decimal places.  This maintains
 AC6805.centimeter relative accuracy between the PACS and SACS.  It does
 AC6805.not indicate centimeter accuracy relative to other marks which are
 AC6805.part of the NAVD 88 network.
 AC6805
 AC6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6805
 AC6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6805
 AC6805.The ellipsoidal height was determined by GPS observations
 AC6805.and is referenced to NAD 83.
 AC6805
 AC6805.The geoid height was determined by GEOID03.
 AC6805
 AC6805;                    North         East     Units Scale Factor Converg.
 AC6805;SPC AZ W     -   660,535.873   278,692.754   MT  0.99998590   +0 26 27.6
 AC6805;SPC AZ W     - 2,167,112.44    914,346.31   iFT  0.99998590   +0 26 27.6
 AC6805;UTM  12      - 4,091,565.902   320,465.624   MT  0.99999709   -1 12 45.1
 AC6805
 AC6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6805!SPC AZ W     -   0.99977222  x   0.99998590  =   0.99975812
 AC6805!UTM  12      -   0.99977222  x   0.99999709  =   0.99976931
 AC6805
 AC6805                          SUPERSEDED SURVEY CONTROL
 AC6805
 AC6805  ELLIP H (01/12/01) 1451.804  (m)                       GP(       ) 4 1
 AC6805  NAD 83(1992)-  36 57 11.05066(N)    113 00 59.13803(W) AD(       ) 1
 AC6805  ELLIP H (03/14/97) 1451.872  (m)                       GP(       ) 3 1
 AC6805
 AC6805.Superseded values are not recommended for survey control.
 AC6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6805.See file dsdata.txt to determine how the superseded data were derived.
 AC6805
 AC6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2046691566(NAD 83)
 AC6805_MARKER: DD = SURVEY DISK
 AC6805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6805_STAMPING: AZC C 1996
 AC6805_MARK LOGO: NGS   
 AC6805_PROJECTION: FLUSH
 AC6805_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6805+STABILITY: SURFACE MOTION
 AC6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6805+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 AC6805_ROD/PIPE-DEPTH: 1.0  meters
 AC6805
 AC6805  HISTORY     - Date     Condition        Report By
 AC6805  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6805  HISTORY     - 19970506 GOOD             NGS
 AC6805  HISTORY     - 20080910 GOOD             GEOANA
 AC6805
 AC6805                          STATION DESCRIPTION
 AC6805
 AC6805'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6805'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHWEST OF THE
 AC6805'TOWN OF COLORADO CITY AT THE COLORADO CITY MUNICIPAL AIRPORT.
 AC6805'OWNERSHIP -- TOWN OF COLORADO CITY, LADELL BISTLINE - AIRPORT MANAGER,
 AC6805'PHONE (520) 875-2308 TO REACH THE STATION FROM MILEPOST 1.4 OF STATE
 AC6805'HIGHWAY 389 NEAR COLORADO CITY AT THE JUNCTION WITH A PAVED ROAD,
 AC6805'PROCEED WEST ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) , SOUTH FOR 2.4 KM
 AC6805'(1.50 MI) , THEN WEST FOR 0.8 KM (0.50 MI) TO THE AIRPORT TERMINAL AND
 AC6805'GATE.  PROCEED THROUGH GATE AND CONTINUE WESTERLY ACROSS APRON AND
 AC6805'TAXIWAY FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 2-20.  TURN
 AC6805'LEFT AND GO SOUTH-SOUTHWESTERLY ALONG RUNWAY 2-20 CROSSING RUNWAY
 AC6805'11-29 FOR 1.0 KM (0.60 MI) TO THE END OF THE RUNWAY AND THE STATION ON
 AC6805'THE LEFT SOUTH OF THE RUNUP AREA THE STATION IS THE CENTER OF A 5 CM
 AC6805'SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AC6805'RECESSED 13 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AC6805'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6805'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6805'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 35.70 M
 AC6805'(117.13 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE RUNUP AREA,
 AC6805'33.00 M (108.27 FT) SOUTH OF THE RUNWAY HOLDING POSITION SIGN (RUNWAY
 AC6805'2) , 57.60 M (188.98 FT) SOUTHEAST OF THE EASTERNMOST THRESHOLD LIGHT,
 AC6805'31.50 M (103.35 FT) WEST-NORTHWEST OF A FENCE AT THE CENTERLINE OF A
 AC6805'GATE AND DIRT TRACK, 32.30 M (105.97 FT) NORTHWEST OF SOUTHERN GATE
 AC6805'POST, AND 0.9 M (3.0 FT) NORTHEAST OF A CARSONITE WITNESS POST THE
 AC6805'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC6805'ARIZONA ANA SURVEYS 1996
 AC6805
 AC6805                          STATION RECOVERY (1997)
 AC6805
 AC6805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6805'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF COLORADO
 AC6805'CITY AT THE COLORADO CITY MUNICIPAL AIRPORT, ALONG THE EAST SIDE OF
 AC6805'AND NEAR THE SOUTH END OF RUNWAY 2-20.  OWNERSHIP--CITY OF COLORADO
 AC6805'CITY, LADELL BISTLINE, AIRPORT MANAGER, BOX 70, COLORADO CITY, AZ
 AC6805'86021.  THE PHONE NUMBER IS (520) 875-2646.  TO REACH THE STATION FROM
 AC6805'THE JUNCTION OF STATE HIGHWAY 389 AND THE ARIZONA/UTAH STATE LINE, GO
 AC6805'SOUTHEASTERLY FOR 2.2 KM (1.35 MI) ON THE HIGHWAY TO A PAVED ROAD
 AC6805'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH ON MOHAVE AVENUE THEN
 AC6805'REDWOOD STREET (THERE ARE NO STREET SIGNS) FOR 3.7 KM (2.30 MI) TO A
 AC6805'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.9 KM (0.55
 AC6805'MI) ON AIRPORT AVENUE (THERE IS NO STREET SIGN) TO A LOCKED GATE AND
 AC6805'THE AIRPORT ADMINISTRATIVE BUILDING (UNATTENDED) ON THE RIGHT.  PASS
 AC6805'THROUGH THE LOCKED GATE AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS A
 AC6805'RAMP AND ALONG A TAXIWAY TO RUNWAY 2-20.  TURN LEFT AND GO SOUTHWEST
 AC6805'FOR 0.9 KM (0.55 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT JUST
 AC6805'PAST RUNWAY END 2.  THE STATION IS LOCATED 61.7 M (202.4 FT) SOUTH OF
 AC6805'THE SOUTHEAST CORNER OF THE RUNWAY, 35.8 M (117.5 FT) SOUTH-SOUTHWEST
 AC6805'OF THE SOUTHEAST CORNER OF A PAVED AIRCRAFT TURN AROUND AREA, 31.6 M
 AC6805'(103.7 FT) NORTHWEST OF A FENCE LINE, 0.9 M (3.0 FT) NORTHEAST OF A
 AC6805'CARSONITE WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC6805'SURFACE.  NOTE--AIRPORT IS UNATTENDED.  A PHILLIPS SCREW DRIVER IS
 AC6805'REQUIRED TO ACCESS THE DATUM POINT THROUGH THE LOGO CAP.  THIS STATION
 AC6805'SELECTED AS THE SACS FOR THIS AIRPORT.
 AC6805
 AC6805                          STATION RECOVERY (2008)
 AC6805
 AC6805'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 AC6805'RECOVERED AS DESCRIBED.  ADDITIONAL INFORMATION FOLLOWS.
 AC6805' 
 AC6805'OWNERSHIP--TOWN OF COLORADO CITY P.O. BOX 70, COLORADO CITY, ARIZONA
 AC6805'86021, PHONE 928-875-2646.
 AC6805' 
 AC6805'NOTE--ACCESS TO AIRPORT IS THROUGH AN ELECTRIC GATE THAT REQUIRES A
 AC6805'SECURITY CODE TO OPEN.  AIRPORT MANAGER IS LADELL BISTLINE, BOX 726,
 AC6805'COLORADO CITY, ARIZONA 86021, PHONE 928-875-2871.  AIRPORT MANAGER
 AC6805'HOME PHONE IS 928-875-2308 AND CELL PHONE IS 435-616-2871.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7980 ***********************************************************************
 DK7980  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7980  DESIGNATION -  AZR
 DK7980  PID         -  DK7980
 DK7980  STATE/COUNTY-  AZ/GILA
 DK7980  USGS QUAD   -  PINAL PEAK (1979)
 DK7980
 DK7980                         *CURRENT SURVEY CONTROL
 DK7980  ___________________________________________________________________
 DK7980* NAD 83(2007)-  33 22 09.40508(N)    110 45 20.10367(W)     ADJUSTED  
 DK7980* NAVD 88     -      1184.58   (meters)    3886.4    (feet)  GPS OBS   
 DK7980  ___________________________________________________________________
 DK7980  EPOCH DATE  -        2007.00
 DK7980  X           -  -1,889,928.876 (meters)                     COMP
 DK7980  Y           -  -4,986,914.883 (meters)                     COMP
 DK7980  Z           -   3,488,871.611 (meters)                     COMP
 DK7980  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DK7980  ELLIP HEIGHT-        1157.320 (meters)          (01/09/09) ADJUSTED
 DK7980  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DK7980  HORZ ORDER  -  B
 DK7980  ELLP ORDER  -  FOURTH    CLASS II
 DK7980
 DK7980.The horizontal coordinates were established by GPS observations
 DK7980.and adjusted by the National Geodetic Survey in January 2009.
 DK7980
 DK7980.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7980.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7980.The horizontal coordinates are valid at the epoch date displayed above.
 DK7980.The epoch date for horizontal control is a decimal equivalence
 DK7980.of Year/Month/Day.
 DK7980
 DK7980.The orthometric height was determined by GPS observations and a
 DK7980.high-resolution geoid model.
 DK7980.The orthometric height was determined by GPS observations and a
 DK7980.high-resolution geoid model using precise GPS observation and
 DK7980.processing techniques.
 DK7980
 DK7980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7980
 DK7980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7980
 DK7980.The ellipsoidal height was determined by GPS observations
 DK7980.and is referenced to NAD 83.
 DK7980
 DK7980.The geoid height was determined by GEOID03.
 DK7980
 DK7980;                    North         East     Units Scale Factor Converg.
 DK7980;SPC AZ E     -   262,858.283   158,559.257   MT  0.99993701   -0 19 26.2
 DK7980;SPC AZ E     -   862,395.94    520,207.54   iFT  0.99993701   -0 19 26.2
 DK7980;UTM  12      - 3,692,253.159   522,736.731   MT  0.99960637   +0 08 04.0
 DK7980
 DK7980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7980!SPC AZ E     -   0.99981834  x   0.99993701  =   0.99975536
 DK7980!UTM  12      -   0.99981834  x   0.99960637  =   0.99942478
 DK7980
 DK7980                          SUPERSEDED SURVEY CONTROL
 DK7980
 DK7980.No superseded survey control is available for this station.
 DK7980
 DK7980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2273792253(NAD 83)
 DK7980_MARKER: F = FLANGE-ENCASED ROD
 DK7980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7980_STAMPING: AZR
 DK7980_MARK LOGO: NGS   
 DK7980_PROJECTION: RECESSED 15 CENTIMETERS
 DK7980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7980+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7980_ROD/PIPE-DEPTH:  3.0 meters
 DK7980_SLEEVE-DEPTH  :  0.9 meters
 DK7980
 DK7980  HISTORY     - Date     Condition        Report By
 DK7980  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7980
 DK7980                          STATION DESCRIPTION
 DK7980
 DK7980'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7980'FROM THE COURTHOUSE IN GLOBE, ARIZONA TRAVEL EAST ON U.S. 60 FOR
 DK7980'2.5MI.  TO THE INTERSECTION OF U.S. 70 AND S.R.  77 GO SOUTH FOR 0.1MI
 DK7980'TO A UNNAMED ROAD TURN WEST FOR 0.8MI TURN SOUTH FOR 0.3 MI (0.5 KM)
 DK7980'TO AN UNNAMED ROAD TURN NORTHWEST FOR 0.1MI.  MONUMENT IS STAINLESS
 DK7980'STEEL ROD IN HAND HOLE ON TOP OF THE HILL ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1406 ***********************************************************************
 DA1406  DESIGNATION -  AZTEC
 DA1406  PID         -  DA1406
 DA1406  STATE/COUNTY-  AZ/YUMA
 DA1406  USGS QUAD   -  AZTEC HILLS (1982)
 DA1406
 DA1406                         *CURRENT SURVEY CONTROL
 DA1406  ___________________________________________________________________
 DA1406* NAD 83(1992)-  32 47 41.53875(N)    113 29 07.14243(W)     ADJUSTED  
 DA1406* NAVD 88     -       360.3    (meters)    1182.     (feet)  VERTCON   
 DA1406  ___________________________________________________________________
 DA1406  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DA1406  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DA1406  HORZ ORDER  -  FIRST
 DA1406
 DA1406.The horizontal coordinates were established by classical geodetic methods
 DA1406.and adjusted by the National Geodetic Survey in August 1993.
 DA1406
 DA1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1406
 DA1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1406
 DA1406.The geoid height was determined by GEOID03.
 DA1406
 DA1406;                    North         East     Units Scale Factor Converg.
 DA1406;SPC AZ W     -   199,042.217   238,150.909   MT  0.99994091   +0 08 36.1
 DA1406;SPC AZ W     -   653,025.65    781,335.00   iFT  0.99994091   +0 08 36.1
 DA1406;UTM  12      - 3,631,281.813   267,265.864   MT  1.00026793   -1 20 48.2
 DA1406
 DA1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1406!SPC AZ W     -   0.99994849  x   0.99994091  =   0.99988941
 DA1406!UTM  12      -   0.99994849  x   1.00026793  =   1.00021641
 DA1406
 DA1406|---------------------------------------------------------------------|
 DA1406| PID    Reference Object                     Distance      Geod. Az  |
 DA1406|                                                           dddmmss.s |
 DA1406| CH2230 AZTEC RM 1                            3.401 METERS 01205     |
 DA1406| DA1404 AZTEC TANK                          APPROX. 4.9 KM 0484629.7 |
 DA1406| CH2231 AZTEC RM 2                            8.210 METERS 23443     |
 DA1406| DA1181 CONTROL                             APPROX. 3.5 KM 2950104.4 |
 DA1406|---------------------------------------------------------------------|
 DA1406
 DA1406                          SUPERSEDED SURVEY CONTROL
 DA1406
 DA1406  NAD 83(1986)-  32 47 41.53309(N)    113 29 07.14838(W) AD(       ) 1
 DA1406  NAD 27      -  32 47 41.35900(N)    113 29 04.45700(W) AD(       ) 1
 DA1406  NGVD 29 (06/20/88)  359.7    (m)         1180.     (f) VERT ANG    3  
 DA1406
 DA1406.Superseded values are not recommended for survey control.
 DA1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1406.See file dsdata.txt to determine how the superseded data were derived.
 DA1406
 DA1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6726631282(NAD 83)
 DA1406_MARKER: DS = TRIANGULATION STATION DISK
 DA1406_SETTING: 80 = SET IN A BOULDER
 DA1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1406+STABILITY: SURFACE MOTION
 DA1406
 DA1406  HISTORY     - Date     Condition        Report By
 DA1406  HISTORY     - 1925     MONUMENTED       USGS
 DA1406  HISTORY     - 1934     GOOD             CGS
 DA1406  HISTORY     - 1948     GOOD             USGS
 DA1406  HISTORY     - 1962     GOOD             AMS
 DA1406  HISTORY     - 1964     GOOD             USGS
 DA1406  HISTORY     - 1967     GOOD             AMS
 DA1406  HISTORY     - 1971     GOOD             NGS
 DA1406  HISTORY     - 1980     GOOD             NGS
 DA1406
 DA1406                          STATION DESCRIPTION
 DA1406
 DA1406'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DA1406'LOCATED ABOUT 3.5 MI SW. OF AZTEC (STATION ON SP RR.).  ON HIGHEST
 DA1406'POINT OF SMALL ISOLATED RANGE OF HILLS KNOWN LOCALLY AS AZTEC
 DA1406'HILLS.
 DA1406'
 DA1406'NO TO REACH GIVEN.
 DA1406'
 DA1406'STATION MARK--STANDARD TABLET STAMPED---RS 1925 AZTEC---, CEMENTED
 DA1406'IN BOULDER.
 DA1406'
 DA1406'RM 1--CROSS CUT IN SOLID ROCK.
 DA1406'
 DA1406'RM 2--CROSS CUT IN SOLID ROCK.
 DA1406
 DA1406                          STATION RECOVERY (1934)
 DA1406
 DA1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1406'STATION IS ON THE HIGHEST POINT ON AN ISOLATED RANGE OF HILLS,
 DA1406'LOCALLY KNOWN AS THE AZTEC HILLS.  IT IS ABOUT 3-1/2 MILES,
 DA1406'AIR LINE, SW OF THE TOWN OF AZTEC.
 DA1406'
 DA1406'STATION MARK IS A STANDARD TABLET OF THE U.S.G.S., SET IN ROCK
 DA1406'OUTCROP.
 DA1406'
 DA1406'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 DA1406'IN OUTCROPPING BEDROCK.
 DA1406'
 DA1406'AZIMUTH MARK IS C. AND G.S. STATION DATELAN, 2.0 MILES W OF
 DA1406'THE TOWN OF AZTEC ON THE N SIDE OF THE HIGHWAY.
 DA1406'
 DA1406'TO REACH FROM THE TOWN OF AZTEC, FOLLOW U.S. HIGHWAY 80 W FOR
 DA1406'3.4 MILES AND TURN LEFT, CROSS RAILROAD TRACKS AND GO 0.25
 DA1406'MILE, TURN LEFT ON A DIRT ROAD, GO 0.9 MILE, TURN RIGHT OFF
 DA1406'ROAD AND DRIVE S ACROSS COUNTRY 0.6 MILE TO END OF TRUCK
 DA1406'TRAVEL.  FROM HERE FOLLOW THE WASH TO THE SADDLE, THEN RIGHT
 DA1406'ALONG THE RIDGE TO THE STATION.  IT IS A 1/2-HOUR PACK.
 DA1406
 DA1406                          STATION RECOVERY (1948)
 DA1406
 DA1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1406'RECOVERED AS DESCRIBED BY USGS.  ALSO RECOVERED BY NGS IN 1934.
 DA1406'
 DA1406'RM 1--NGS RM DISK STAMPED---AZTEC USGS 1925 NO 1 1934---, IN SOLID
 DA1406'ROCK.
 DA1406'
 DA1406'RM 2--NGS RM DISK STAMPED---AZTEC USGS 1925 NO 2 1934---, IN SOLID
 DA1406'BEDROCK.
 DA1406
 DA1406                          STATION RECOVERY (1962)
 DA1406
 DA1406'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1406'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DA1406
 DA1406                          STATION RECOVERY (1964)
 DA1406
 DA1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1406'RECOVERED AS DESCRIBED BY USGS AND NGS.  REACHED BY HELICOPTER.
 DA1406'STATION MARK REPORTED STAMPED---RS 1925 AZTEC USC+GS 1934---.
 DA1406
 DA1406                          STATION RECOVERY (1967)
 DA1406
 DA1406'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1406'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED AS
 DA1406'DESCRIBED.
 DA1406'
 DA1406'AZIMUTH MARK (DATELAN) WAS DESTROYED DUE TO HWY. CONSTRUCTION
 DA1406'IN THIS AREA.
 DA1406'
 DA1406'TO REACH DESCRIPTION IS ADEQUATE.
 DA1406
 DA1406                          STATION RECOVERY (1971)
 DA1406
 DA1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1406'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DA1406'PREVIOUSLY DESCRIBED IN 1934.  THE AZIMUTH MARK WAS NOT RECOVERED
 DA1406'AND IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  A
 DA1406'DIFFERENCE IN THE DISTANCE TO BOTH MARKS WAS NOTED AND VERIFIED.  THE
 DA1406'DISTANCE TO REFERENCE MARK 1 WAS LESS BY 0.009 METER AND THE
 DA1406'DISTANCE TO REFERENCE MARK 2 WAS GREATER BY 0.012 METER IN
 DA1406'COMPARISON TO THE 1934 DATA.  THE DIRECTION COMPARES FAVORABLY.
 DA1406'
 DA1406'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DA1406'
 DA1406'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF AZTEC, 1.5 MILES
 DA1406'SOUTH OF INTERSTATE HIGHWAY 8, ON THE HIGHEST POINT OF AN ISOLATED
 DA1406'RANGE OF HILLS KNOWN LOCALLY AS THE AZTEC HILLS AND ON LAND OWNED
 DA1406'BY THE U.S. GOVERNMENT.
 DA1406'
 DA1406'TO REACH FROM THE SOUTH SIDE OF THE OVERPASSES AT THE AZTEC EXIT OF
 DA1406'INTERSTATE HIGHWAY 8, GO WEST ON THE FRONTAGE ROAD FOR 1.7 MILES TO
 DA1406'A MAILBOX AND SIDE ROAD ON THE LEFT.  TURN LEFT, CROSSING RAILROAD
 DA1406'TRACKS AND GO SOUTH ON GRAVELED ROAD FOR 0.9 MILE TO A CROSSROAD.
 DA1406'TURN RIGHT AND GO WEST ON FIELD ROAD ALONG SOUTH SIDE OF AN
 DA1406'IRRIGATION CANAL FOR 0.45 MILE TO THE WEST EDGE OF A HAY FIELD
 DA1406'AT END OF CANAL AND A ROW OF TREES.  CONTINUE WEST PASSING THROUGH
 DA1406'ROW OF TREES, THENCE LEFT FOR ABOUT 200 FEET, THENCE BEAR RIGHT
 DA1406'AND GO SOUTHWEST ACROSS PASTURE TOWARD HIGHEST POINT OF HILL
 DA1406'FOR ABOUT 0.7 MILE TO BOTTOM OF HILL AND END OF TRUCK TRAVEL.
 DA1406'PACK SOUTHERLY UP A ROCKY WASH TO TOP OF SADDLE, THENCE RIGHT,
 DA1406'WEST, UP STEEP ROCKY RIDGE TO HIGHEST POINT OF HILL AND STATION.
 DA1406'THIS IS ABOUT A 40 MINUTE PACK.
 DA1406'
 DA1406'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 DA1406'AZTEC USC AND GS 1934 1925, IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 DA1406'THE MARK IS ON THE HIGHEST POINT OF HILL.
 DA1406'
 DA1406'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AZTEC 1925 USGS NO 1
 DA1406'1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FEET
 DA1406'LOWER THAN THE STATION MARK,
 DA1406'
 DA1406'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AZTEC 1925 USGS NO 2
 DA1406'1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 12 FEET
 DA1406'LOWER THAN THE STATION MARK.
 DA1406'
 DA1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DA1406'SOUTHWEST OF AZTEC.
 DA1406'
 DA1406'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 FEET.
 DA1406
 DA1406                          STATION RECOVERY (1980)
 DA1406
 DA1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 DA1406'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.
 DA1406'THE ROUTE TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2019 ***********************************************************************
 DU2019  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2019  DESIGNATION -  AZTEC
 DU2019  PID         -  DU2019
 DU2019  STATE/COUNTY-  AZ/GILA
 DU2019  USGS QUAD   -  AZTEC PEAK (1986)
 DU2019
 DU2019                         *CURRENT SURVEY CONTROL
 DU2019  ___________________________________________________________________
 DU2019* NAD 83(2007)-  33 48 44.67930(N)    110 54 19.55037(W)     ADJUSTED  
 DU2019* NAVD 88     -      2345.42   (meters)    7694.9    (feet)  GPS OBS   
 DU2019  ___________________________________________________________________
 DU2019  EPOCH DATE  -        2007.00
 DU2019  X           -  -1,893,604.357 (meters)                     COMP
 DU2019  Y           -  -4,957,449.649 (meters)                     COMP
 DU2019  Z           -   3,530,467.829 (meters)                     COMP
 DU2019  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DU2019  ELLIP HEIGHT-        2319.043 (meters)          (02/10/07) ADJUSTED
 DU2019  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DU2019
 DU2019  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2019  Type    PID    Designation                      North   East  Ellip
 DU2019  -------------------------------------------------------------------
 DU2019  NETWORK DU2019 AZTEC                             0.51   0.41   1.14
 DU2019  -------------------------------------------------------------------
 DU2019
 DU2019.The horizontal coordinates were established by GPS observations
 DU2019.and adjusted by the National Geodetic Survey in February 2007.
 DU2019
 DU2019.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2019.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2019.The horizontal coordinates are valid at the epoch date displayed above.
 DU2019.The epoch date for horizontal control is a decimal equivalence
 DU2019.of Year/Month/Day.
 DU2019
 DU2019.The orthometric height was determined by GPS observations and a
 DU2019.high-resolution geoid model.
 DU2019.The orthometric height was determined by GPS observations and a
 DU2019.high-resolution geoid model using precise GPS observation and
 DU2019.processing techniques.
 DU2019
 DU2019.Photographs are available for this station.
 DU2019
 DU2019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2019
 DU2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2019
 DU2019.The ellipsoidal height was determined by GPS observations
 DU2019.and is referenced to NAD 83.
 DU2019
 DU2019.The geoid height was determined by GEOID03.
 DU2019
 DU2019;                    North         East     Units Scale Factor Converg.
 DU2019;SPC AZ E     -   312,093.796   144,965.898   MT  0.99995765   -0 24 40.0
 DU2019;SPC AZ E     - 1,023,929.78    475,609.90   iFT  0.99995765   -0 24 40.0
 DU2019;UTM  12      - 3,741,360.809   508,752.426   MT  0.99960094   +0 03 09.5
 DU2019
 DU2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2019!SPC AZ E     -   0.99963607  x   0.99995765  =   0.99959374
 DU2019!UTM  12      -   0.99963607  x   0.99960094  =   0.99923716
 DU2019
 DU2019|---------------------------------------------------------------------|
 DU2019| PID    Reference Object                     Distance      Geod. Az  |
 DU2019|                                                           dddmmss.s |
 DU2019| CD1539 AZTEC RM 1                            4.791 METERS 20633     |
 DU2019| CR5359 AZTEC LOH                            14.423 METERS 27442     |
 DU2019| CD1540 AZTEC RM 2                            6.998 METERS 30654     |
 DU2019| DU2020 MURPHY                              APPROX. 1.5 KM 3334753.5 |
 DU2019|---------------------------------------------------------------------|
 DU2019
 DU2019                          SUPERSEDED SURVEY CONTROL
 DU2019
 DU2019  NAD 83(1992)-  33 48 44.67910(N)    110 54 19.55008(W) AD(       ) A
 DU2019  ELLIP H (03/01/04) 2319.057  (m)                       GP(       ) 4 1
 DU2019  NAD 83(1992)-  33 48 44.68057(N)    110 54 19.54912(W) AD(       ) 1
 DU2019  NAD 83(1986)-  33 48 44.67530(N)    110 54 19.55271(W) AD(       ) 1
 DU2019  NAD 27      -  33 48 44.49700(N)    110 54 17.13050(W) AD(       ) 1
 DU2019  NGVD 29 (07/19/86) 2343.6    (m)         7689.     (f) VERT ANG    3  
 DU2019
 DU2019.Superseded values are not recommended for survey control.
 DU2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2019.See file dsdata.txt to determine how the superseded data were derived.
 DU2019
 DU2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0875241361(NAD 83)
 DU2019_MARKER: DS = TRIANGULATION STATION DISK
 DU2019_SETTING: 66 = SET IN ROCK OUTCROP
 DU2019_STAMPING: AZTEC 1932
 DU2019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2019+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DU2019
 DU2019  HISTORY     - Date     Condition        Report By
 DU2019  HISTORY     - 1938     MONUMENTED       CGS
 DU2019  HISTORY     - 1947     GOOD             CGS
 DU2019  HISTORY     - 1947     GOOD             USGS
 DU2019  HISTORY     - 1968     GOOD             CGS
 DU2019  HISTORY     - 20030814 GOOD             AZ-007
 DU2019
 DU2019                          STATION DESCRIPTION
 DU2019
 DU2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2019'STATION IS ABOUT 20 MILES S OF YOUNG, ARIZONA, AND 28-1/2 MILES
 DU2019'NNW OF GLOBE, ARIZONA, AND ON E RIM OF AZTEC PEAK ABOUT 42 FEET
 DU2019'E OF LOOKOUT STATION ON PEAK.  IT IS NOT ON HIGHEST POINT OF
 DU2019'PEAK.  THERE IS A STEEP CLIFF TO E WITH A SHEER DROP-OFF.
 DU2019'
 DU2019'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2019'OUTCROPPING BEDROCK.
 DU2019'
 DU2019'TO REACH FROM YOUNG, ARIZONA, GO S ON MAIN-TRAVELED ROAD (ROAD
 DU2019'TO GLOBE, ARIZONA) 22.0 MILES TO AZTEC LODGE ON E SIDE OF ROAD.
 DU2019'ABOUT 150 YARDS BEFORE REACHING LODGE AND JUST N OF A SMALL BRIDGE
 DU2019'TURN L, E, ON A TRACK ROAD AND CONTINUE ON TRACK ROAD ABOUT 1.0
 DU2019'MILE TO END OF TRUCK TRAVEL.  FROM THIS POINT PACK ON GOOD TRAIL
 DU2019'FOLLOWING SIGNS TO TOP OF AZTEC PEAK AND STATION SITE.
 DU2019'
 DU2019'REFERENCE MARK NO. 1 IS SSW OF STATION AND ABOUT 2 FEET LOWER
 DU2019'IN ELEVATION.  REFERENCE MARK NO. 2 IS NW OF STATION AND ABOUT 3
 DU2019'FEET LOWER IN ELEVATION.
 DU2019'
 DU2019'MURPHY IS USED AS A RECIPROCAL AZIMUTH MARK.
 DU2019
 DU2019                          STATION RECOVERY (1947)
 DU2019
 DU2019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2019'STATION AND MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DU2019'CONDITION WITH THE EXCEPTION OF DISTANCES AND DIRECTIONS TO BOTH
 DU2019'REFERENCE MARKS.  THE CORRECT DISTANCES AND DIRECTIONS FOUND
 DU2019'BELOW.
 DU2019'
 DU2019'THE STATION IS LOCATED ABOUT 28.5 MILES AIRLINE NORTH-NORTHWEST
 DU2019'OF GLOBE, ABOUT 20 MILES AIRLINE SOUTH OF YOUNG, ON THE LEDGE TO
 DU2019'EAST OF HIGHEST POINT OF AZTEC PEAK, 16 PACES EAST OF THE
 DU2019'NORTHEAST CORNER OF LOOKOUT HOUSE AND APPROXIMATELY 6 FEET LOWER,
 DU2019'A BRONZE DISK SET IN BEDROCK FLUSH AND STAMPED--AZTEC 1938.
 DU2019'
 DU2019'REFERENCE MARK NO. 1 IS A BRONZE DISK APPROXIMATELY 6 INCHES HIGHER
 DU2019'THAN STATION, 4 PACES NORTHEAST OF A WATER TANK, SET FLUSH IN
 DU2019'OUTCROPPING BEDROCK AND STAMPED--AZTEC NO 1 1938.
 DU2019'
 DU2019'REFERENCE MARK NO. 2 IS A BRONZE DISK APPROXIMATELY 18 INCHES
 DU2019'HIGHER THAN STATION, 10 PACES NORTHEAST OF THE NORTHEAST CORNER
 DU2019'OF THE LOOKOUT HOUSE SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU2019'APPROXIMATELY 10 INCHES.  THE MARK IS STAMPED--AZTEC NO 2 1938.
 DU2019'
 DU2019'TRIANGULATION STATION MURPHY 1938 WAS USED AS THE AZIMUTH MARK.
 DU2019'
 DU2019'TO REACH FROM POST OFFICE IN YOUNG.  GO SOUTH ON THE MAIN
 DU2019'TRAVELED ROAD TOWARD GLOBE FOR 22 MILES TO THE AZTEC LODGE ON THE
 DU2019'EAST SIDE OF ROAD.  ABOUT 150 YARDS BEFORE REACHING LODGE AND
 DU2019'JUST NORTH OF A SMALL BRIDGE TURN LEFT (EAST) ON A TRACK ROAD
 DU2019'AND GO APPROXIMATELY 1.5 MILES TO THE END OF TRUCK TRAVEL.  FROM
 DU2019'THIS POINT PACK ALONG GOOD TRAIL FOLLOWING SIGNS TO TOP OF
 DU2019'AZTEC PEAK AND STATION SITE AS DESCRIBED ABOVE.  A 2-1/2 HOUR
 DU2019'PACK.
 DU2019'
 DU2019'THE STATION ALSO REACHED FROM GLOBE BY GOING ON MAIN HIGHWAY FOR
 DU2019'3.3 MILES TO THE JUNCTION OF STATE HIGHWAY 88 (THE APACHE TRAIL).
 DU2019'TURN RIGHT (NORTH) AND FOLLOW THIS ROAD FOR 47 MILES TO THE
 DU2019'AZTEC LODGE ON RIGHT (EAST) SIDE OF ROAD.
 DU2019'
 DU2019'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
 DU2019
 DU2019                          STATION RECOVERY (1947)
 DU2019
 DU2019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DU2019'RECOVERED AS DESCRIBED BY NGS.
 DU2019
 DU2019                          STATION RECOVERY (1968)
 DU2019
 DU2019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DU2019'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DU2019'
 DU2019'THE STATION MAY BE REACHED FROM YOUNG BY GOING SOUTH ON THE
 DU2019'MAIN TRAVELLED ROAD (THE GLOBE-YOUNG HIGHWAY) FOR 22 MILES TO
 DU2019'WORKMAN CREEK.  HERE TURN LEFT (EAST) AND FOLLOW THE ROAD UP
 DU2019'WORKMAN CREEK TO THE AZTEC LOOKOUT HOUSE.  THE STATION IS LOCATED
 DU2019'16 PACES EAST OF THE FOUNDATION OF THE OLD LOOKOUT HOUSE.  THIS
 DU2019'FOUNDATION IS ON THE EDGE OF A BLUFF ABOUT 1/4 MILE FROM THE NEW
 DU2019'LOOKOUT WHERE THE ROAD TURNS WEST GOING TO THE NEW HOUSE.
 DU2019'
 DU2019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 DU2019'SOUTH OF YOUNG, ARIZONA
 DU2019
 DU2019                          STATION RECOVERY (2003)
 DU2019
 DU2019'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU2019'NEW STATION DESCRIPTION  (2003)
 DU2019' 
 DU2019'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU2019' 
 DU2019'BEGINNING AT THE ANTLERS CAFE IN YOUNG, TRAVEL SOUTH ON FS-288, 21.6
 DU2019'MILES TO THE FS-487 (WORKMAN CREEK RECREATIONAL AREA).  TURN LEFT AND
 DU2019'TRAVEL 6.7 MILES, (THROUGH A LOCKED GATE) TO THE TOP OF AZTEC PEAK,
 DU2019'TURN LEFT ON A SMALL DIRT ROAD. THE MONUMENT IS STRAIGHT AHEAD OVER
 DU2019'THE EDGE.
 DU2019' 
 DU2019'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0843 ***********************************************************************
 ES0843  DESIGNATION -  AZTEC
 ES0843  PID         -  ES0843
 ES0843  STATE/COUNTY-  AZ/COCONINO
 ES0843  USGS QUAD   -  QUAYLE HILL (1971)
 ES0843
 ES0843                         *CURRENT SURVEY CONTROL
 ES0843  ___________________________________________________________________
 ES0843* NAD 83(1992)-  34 38 25.05116(N)    111 06 38.79224(W)     ADJUSTED  
 ES0843* NAVD 88     -      2076.8    (meters)    6814.     (feet)  VERTCON   
 ES0843  ___________________________________________________________________
 ES0843  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 ES0843  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0843  HORZ ORDER  -  SECOND
 ES0843
 ES0843.The horizontal coordinates were established by classical geodetic methods
 ES0843.and adjusted by the National Geodetic Survey in August 1993.
 ES0843
 ES0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0843
 ES0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0843
 ES0843.The geoid height was determined by GEOID03.
 ES0843
 ES0843;                    North         East     Units Scale Factor Converg.
 ES0843;SPC AZ C     -   403,968.537   287,242.292   MT  0.99996726   +0 27 29.2
 ES0843;SPC AZ C     - 1,325,356.09    942,395.97   iFT  0.99996726   +0 27 29.2
 ES0843;UTM  12      - 3,833,159.575   489,847.502   MT  0.99960127   -0 03 46.7
 ES0843
 ES0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0843!SPC AZ C     -   0.99967780  x   0.99996726  =   0.99964507
 ES0843!UTM  12      -   0.99967780  x   0.99960127  =   0.99927920
 ES0843
 ES0843:                Primary Azimuth Mark                     Grid Az
 ES0843:SPC AZ C     -  VALS                                     009 45 12.4
 ES0843:UTM  12      -  VALS                                     010 16 28.3
 ES0843
 ES0843|---------------------------------------------------------------------|
 ES0843| PID    Reference Object                     Distance      Geod. Az  |
 ES0843|                                                           dddmmss.s |
 ES0843| ES0885 VALS                                APPROX. 1.3 KM 0101241.6 |
 ES0843| ES0878 SINK HOLE                           APPROX. 0.7 KM 1755533.2 |
 ES0843|---------------------------------------------------------------------|
 ES0843
 ES0843                          SUPERSEDED SURVEY CONTROL
 ES0843
 ES0843  NAD 83(1986)-  34 38 25.04455(N)    111 06 38.79622(W) AD(       ) 2
 ES0843  NGVD 29 (07/10/87) 2075.8    (m)         6810.     (f) VERT ANG    3  
 ES0843
 ES0843.Superseded values are not recommended for survey control.
 ES0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0843.See file dsdata.txt to determine how the superseded data were derived.
 ES0843
 ES0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8984833160(NAD 83)
 ES0843_MARKER: DS = TRIANGULATION STATION DISK
 ES0843_SETTING: 80 = SET IN A BOULDER
 ES0843_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0843+STABILITY: SURFACE MOTION
 ES0843
 ES0843  HISTORY     - Date     Condition        Report By
 ES0843  HISTORY     - 1981     MONUMENTED       AZDT
 ES0843  HISTORY     - 19980813 GOOD             USPSQD
 ES0843  HISTORY     - 20080723 GOOD             GEOCAC
 ES0843
 ES0843                          STATION DESCRIPTION
 ES0843
 ES0843'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0843'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0843'STATION ALONG ARIZONA HIGHWAY 87.
 ES0843'
 ES0843'THE STATION MARK IS AN AZDT DISK STAMPED---AZTEC 1981---SET IN A
 ES0843'DRILLHOLE IN A BOULDER 35 FEET WEST OF THE HIGHWAY AND 8 FEET EAST OF
 ES0843'A CAIRN.
 ES0843'
 ES0843'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0843'
 ES0843'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0843'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0843'CONTINUE NORTH ALONG THE HIGHWAY FOR 5.05 MILES TO A GRAVELED ROAD ON
 ES0843'THE RIGHT THAT LEADS TO A SUBDIVISION, CONTINUE NORTH ALONG SR 87 FOR
 ES0843'0.3 MILE TO THE STATION ON THE LEFT.
 ES0843
 ES0843                          STATION RECOVERY (1998)
 ES0843
 ES0843'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0843'RECOVERED IN GOOD CONDITION.
 ES0843
 ES0843                          STATION RECOVERY (2008)
 ES0843
 ES0843'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1404 ***********************************************************************
 DA1404  DESIGNATION -  AZTEC TANK
 DA1404  PID         -  DA1404
 DA1404  STATE/COUNTY-  AZ/YUMA
 DA1404  USGS QUAD   -  AZTEC HILLS (1982)
 DA1404
 DA1404                         *CURRENT SURVEY CONTROL
 DA1404  ___________________________________________________________________
 DA1404* NAD 83(1992)-  32 49 26.24483(N)    113 26 45.58298(W)     ADJUSTED  
 DA1404* NAVD 88     -              **(meters)            **(feet)            
 DA1404  ___________________________________________________________________
 DA1404  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1404  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1404  HORZ ORDER  -  THIRD
 DA1404
 DA1404.The horizontal coordinates were established by classical geodetic methods
 DA1404.and adjusted by the National Geodetic Survey in August 1993.
 DA1404
 DA1404
 DA1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1404
 DA1404.The geoid height was determined by GEOID03.
 DA1404
 DA1404;                    North         East     Units Scale Factor Converg.
 DA1404;SPC AZ W     -   202,277.481   241,824.663   MT  0.99994332   +0 09 53.2
 DA1404;SPC AZ W     -   663,640.03    793,388.00   iFT  0.99994332   +0 09 53.2
 DA1404;SPC AZ C     -   203,265.879    70,163.427   MT  1.00015276   -0 49 44.9
 DA1404;SPC AZ C     -   666,882.81    230,194.97   iFT  1.00015276   -0 49 44.9
 DA1404;UTM  12      - 3,634,421.402   271,023.722   MT  1.00024653   -1 19 35.2
 DA1404
 DA1404                          SUPERSEDED SURVEY CONTROL
 DA1404
 DA1404  NAD 83(1986)-  32 49 26.23934(N)    113 26 45.58869(W) AD(       ) 4
 DA1404  NAD 27      -  32 49 26.06500(N)    113 26 42.90300(W) AD(       ) 3
 DA1404
 DA1404.Superseded values are not recommended for survey control.
 DA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1404.See file dsdata.txt to determine how the superseded data were derived.
 DA1404
 DA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7102434421(NAD 83)
 DA1404_MARKER: 51 = TANK
 DA1404
 DA1404  HISTORY     - Date     Condition        Report By
 DA1404  HISTORY     - 1934     FIRST OBSERVED   CGS
 DA1404  HISTORY     - 1967     SEE DESCRIPTION  AMS
 DA1404
 DA1404                          STATION DESCRIPTION
 DA1404
 DA1404'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1967
 DA1404'STATION DESTROYED.  THE WATER TANK WAS DISMANTLED AND RECONSTRUCTED
 DA1404'IN THE LATE 1950S IN A NEW LOCATION AND THE 1934 POSITION HAS
 DA1404'BEEN LOST.
 DA1404'
 DA1404'THE NEW TANK HAS BEEN USED BY USC AND GS AS AN AZIMUTH FEATURE
 DA1404'IN 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0875 ***********************************************************************
 DV0875  DESIGNATION -  B
 DV0875  PID         -  DV0875
 DV0875  STATE/COUNTY-  AZ/MARICOPA
 DV0875  USGS QUAD   -  WINTERSBURG (1984)
 DV0875
 DV0875                         *CURRENT SURVEY CONTROL
 DV0875  ___________________________________________________________________
 DV0875* NAD 83(1986)-  33 27 27.     (N)    112 45 12.     (W)     SCALED    
 DV0875* NAVD 88     -       325.26   (+/-2cm)    1067.1    (feet)  VERTCON   
 DV0875  ___________________________________________________________________
 DV0875  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0875
 DV0875.The horizontal coordinates were scaled from a topographic map and have
 DV0875.an estimated accuracy of +/- 6 seconds.
 DV0875
 DV0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0875.The vertical order pertains to the NGVD 29 superseded value.
 DV0875
 DV0875.The geoid height was determined by GEOID03.
 DV0875
 DV0875;                    North         East    Units  Estimated Accuracy
 DV0875;SPC AZ C     -   272,800.      135,580.      MT  (+/- 180 meters Scaled)
 DV0875
 DV0875                          SUPERSEDED SURVEY CONTROL
 DV0875
 DV0875  NGVD 29 (??/??/92)  324.624  (m)         1065.04   (f) ADJ UNCH    2 0
 DV0875
 DV0875.Superseded values are not recommended for survey control.
 DV0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0875.See file dsdata.txt to determine how the superseded data were derived.
 DV0875
 DV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC370033(NAD 83)
 DV0875_MARKER: DD = SURVEY DISK
 DV0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0875+STABILITY: SURFACE MOTION
 DV0875
 DV0875  HISTORY     - Date     Condition        Report By
 DV0875  HISTORY     - 1962     MONUMENTED       AZHD
 DV0875  HISTORY     - 1962     GOOD             NGS
 DV0875
 DV0875                          STATION DESCRIPTION
 DV0875
 DV0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0875'12.45 MI SE FROM TONOPAH.
 DV0875'0.7 MILE EAST-SOUTHEAST OF Y 415 73.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0875'DISK STAMPED B 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0875'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0875'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0006 ***********************************************************************
 EU0006  DESIGNATION -  B
 EU0006  PID         -  EU0006
 EU0006  STATE/COUNTY-  AZ/MOHAVE
 EU0006  USGS QUAD   -  TOPOCK (1970)
 EU0006
 EU0006                         *CURRENT SURVEY CONTROL
 EU0006  ___________________________________________________________________
 EU0006* NAD 83(1986)-  34 44 23.     (N)    114 27 18.     (W)     SCALED    
 EU0006* NAVD 88     -       162.21   (+/-2cm)     532.2    (feet)  VERTCON   
 EU0006  ___________________________________________________________________
 EU0006  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 EU0006  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0006
 EU0006.The horizontal coordinates were scaled from a topographic map and have
 EU0006.an estimated accuracy of +/- 6 seconds.
 EU0006
 EU0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0006.The vertical order pertains to the NGVD 29 superseded value.
 EU0006
 EU0006.The geoid height was determined by GEOID03.
 EU0006
 EU0006;                    North         East    Units  Estimated Accuracy
 EU0006;SPC AZ W     -   414,940.      148,800.      MT  (+/- 180 meters Scaled)
 EU0006
 EU0006                          SUPERSEDED SURVEY CONTROL
 EU0006
 EU0006  NGVD 29 (??/??/??)  161.560  (m)          530.05   (f) ADJUSTED    1 2
 EU0006
 EU0006.Superseded values are not recommended for survey control.
 EU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0006.See file dsdata.txt to determine how the superseded data were derived.
 EU0006
 EU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU329471(NAD 83)
 EU0006_MARKER: B = BOLT
 EU0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0006_SP_SET: CULVERT COPING
 EU0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0006
 EU0006  HISTORY     - Date     Condition        Report By
 EU0006  HISTORY     - UNK      MONUMENTED       CGS
 EU0006  HISTORY     - 1961     MARK NOT FOUND   NGS
 EU0006
 EU0006                          STATION DESCRIPTION
 EU0006
 EU0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0006'2.3 MI E FROM TOPOCK.
 EU0006'2.3 MILES EAST ALONG THE A.T. AND S.F. RAILWAY FROM THE STATION
 EU0006'AT TOPOCK, MOHAVE COUNTY, AT MILEPOST 563-1/2, IN THE TOP OF THE
 EU0006'NORTH CORNER OF THE COPING STONE OF CULVERT B 564, 0.9 FEET
 EU0006'FROM THE FACE, 0.9 FEET FROM THE END OF THE COPING AND 14-1/2
 EU0006'FEET NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK.  A COPPER
 EU0006'BOLT.  NOTE-- IT WAS REPORTED IN 1934 THAT THE MARK HAD POSSIBLY
 EU0006'BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0558 ***********************************************************************
 CG0558  DESIGNATION -  B
 CG0558  PID         -  CG0558
 CG0558  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0558  USGS QUAD   -  AMADO (1981)
 CG0558
 CG0558                         *CURRENT SURVEY CONTROL
 CG0558  ___________________________________________________________________
 CG0558* NAD 83(1986)-  31 43 10.     (N)    111 03 44.     (W)     SCALED    
 CG0558* NAVD 88     -       937.937  (meters)    3077.22   (feet)  ADJUSTED  
 CG0558  ___________________________________________________________________
 CG0558  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0558  DYNAMIC HT  -         936.552 (meters)    3072.67  (feet)  COMP
 CG0558  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 CG0558
 CG0558  VERT ORDER  -  FIRST     CLASS II
 CG0558
 CG0558.The horizontal coordinates were scaled from a topographic map and have
 CG0558.an estimated accuracy of +/- 6 seconds.
 CG0558
 CG0558.The orthometric height was determined by differential leveling
 CG0558.and adjusted in June 1991.
 CG0558
 CG0558.The geoid height was determined by GEOID03.
 CG0558
 CG0558.The dynamic height is computed by dividing the NAVD 88
 CG0558.geopotential number by the normal gravity value computed on the
 CG0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0558.degrees latitude (g = 980.6199 gals.).
 CG0558
 CG0558.The modeled gravity was interpolated from observed gravity values.
 CG0558
 CG0558;                    North         East    Units  Estimated Accuracy
 CG0558;SPC AZ C     -    80,080.      294,340.      MT  (+/- 180 meters Scaled)
 CG0558
 CG0558                          SUPERSEDED SURVEY CONTROL
 CG0558
 CG0558  NGVD 29 (??/??/92)  937.148  (m)         3074.63   (f) ADJ UNCH    1 2
 CG0558
 CG0558.Superseded values are not recommended for survey control.
 CG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0558.See file dsdata.txt to determine how the superseded data were derived.
 CG0558
 CG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941093(NAD 83)
 CG0558_MARKER: DD = SURVEY DISK
 CG0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0558_SP_SET: BRIDGE
 CG0558_STAMPING: B 3074.74 1568+06.72 1953
 CG0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0558
 CG0558  HISTORY     - Date     Condition        Report By
 CG0558  HISTORY     - 1953     MONUMENTED       AZHD
 CG0558  HISTORY     - 1959     GOOD             NGS
 CG0558  HISTORY     - 1979     GOOD             USGS
 CG0558  HISTORY     - 1980     GOOD             NGS
 CG0558
 CG0558                          STATION DESCRIPTION
 CG0558
 CG0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0558'0.1 MI S FROM AMADO.
 CG0558'0.1 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0558'0.1 MILE SOUTH OF MILEPOST 30, 20.8 FEET WEST OF THE CENTER OF THE
 CG0558'HIGHWAY, CEMENTED IN THE NORTH END OF A LARGE CONCRETE BRIDGE, 3.0
 CG0558'FEET SOUTH OF THE NORTH END OF THE WEST CURB AND ABOUT 1 FOOT HIGHER
 CG0558'THAN THE HIGHWAY.
 CG0558
 CG0558                          STATION RECOVERY (1979)
 CG0558
 CG0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0558'0.4 MILES SOUTH OF ARIVACA JCT. ON WEST FRONTAGE ROAD; 20.8 FEET WEST
 CG0558'OF FRONTAGE ROAD, 3 FEET SOUTH OF NORTH END OF CRUB, CEMENTED IN
 CG0558'NORTHWEST CORNER OF BRIDGE, 1 FOOT HIGHER THAN CENTERLINE OF ROAD.
 CG0558
 CG0558                          STATION RECOVERY (1980)
 CG0558
 CG0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0558'0.5 KILOMETER (0.35 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0558'INTERSTATE HIGHWAY I-19 FROM THE AMADO RURAL POST OFFICE AT AMADO,
 CG0558'AT A CONCRETE BRIDGE OVER SOPORI WASH, IN THE TOP OF THE NORTH
 CG0558'END OF THE WEST CURB, 6.5 METERS (21.2 FEET) WEST OF THE
 CG0558'CENTERLINE OF THE FRONTAGE ROAD FORMER U.S. HIGHWAY 89, 0.9 METER
 CG0558'(3.0 FEET) SOUTH OF THE NORTH END OF THE CURB.
 CG0558'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0569 ***********************************************************************
 FS0569  DESIGNATION -  B 1
 FS0569  PID         -  FS0569
 FS0569  STATE/COUNTY-  AZ/MOHAVE
 FS0569  USGS QUAD   -  KINGMAN (1980)
 FS0569
 FS0569                         *CURRENT SURVEY CONTROL
 FS0569  ___________________________________________________________________
 FS0569* NAD 83(1986)-  35 11 18.     (N)    114 03 10.     (W)     SCALED    
 FS0569* NAVD 88     -      1015.700  (meters)    3332.34   (feet)  POSTED    
 FS0569  ___________________________________________________________________
 FS0569  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0569  DYNAMIC HT  -        1014.500 (meters)    3328.41  (feet)  COMP
 FS0569  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 FS0569
 FS0569  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0569
 FS0569.The horizontal coordinates were scaled from a topographic map and have
 FS0569.an estimated accuracy of +/- 6 seconds.
 FS0569
 FS0569.The orthometric height was determined by differential leveling
 FS0569.and adjusted by the  in 1992.
 FS0569.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0569.rate of 2.1 thru 3.0 mm/km.
 FS0569
 FS0569.The geoid height was determined by GEOID03.
 FS0569
 FS0569.The dynamic height is computed by dividing the NAVD 88
 FS0569.geopotential number by the normal gravity value computed on the
 FS0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0569.degrees latitude (g = 980.6199 gals.).
 FS0569
 FS0569.The modeled gravity was interpolated from observed gravity values.
 FS0569
 FS0569;                    North         East    Units  Estimated Accuracy
 FS0569;SPC AZ W     -   464,520.      185,790.      MT  (+/- 180 meters Scaled)
 FS0569
 FS0569                          SUPERSEDED SURVEY CONTROL
 FS0569
 FS0569  NGVD 29 (??/??/92) 1014.917  (m)         3329.77   (f) ADJ UNCH    1 2
 FS0569
 FS0569.Superseded values are not recommended for survey control.
 FS0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0569.See file dsdata.txt to determine how the superseded data were derived.
 FS0569
 FS0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU683979(NAD 83)
 FS0569_MARKER: DB = BENCH MARK DISK
 FS0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0569+STABILITY: SURFACE MOTION
 FS0569
 FS0569  HISTORY     - Date     Condition        Report By
 FS0569  HISTORY     - UNK      MONUMENTED       CGS
 FS0569  HISTORY     - 1935     GOOD             NGS
 FS0569  HISTORY     - 1942     POOR             NGS
 FS0569  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0569
 FS0569                          STATION DESCRIPTION
 FS0569
 FS0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0569'AT KINGMAN.
 FS0569'AT KINGMAN, MOHAVE COUNTY, OPPOSITE THE ATCHISON TOPEKA AND SANTA
 FS0569'FE RAILWAY STATION, 234 FEET EAST OF THE CENTERLINE OF FOURTH
 FS0569'STREET, 51 FEET SOUTH OF THE CENTERLINE OF FRONT STREET, AND 18
 FS0569'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK FENCE.
 FS0569'THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A RED SANDSTONE POST
 FS0569'LETTERED USBM AND PROJECTING 0.7 FOOT ABOVE GROUND.  NOTE-- THE
 FS0569'POST HAD BEEN RUN OVER BY CARS AND ONE CORNER OF THE STONE HAS
 FS0569'BEEN BROKEN OFF.  THE LETTER U IS ALL THAT CAN BE READ.
 FS0569
 FS0569                          STATION RECOVERY (1942)
 FS0569
 FS0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 FS0569'MARK RECOVERED IN POOR CONDITION.
 FS0569
 FS0569                          STATION RECOVERY (1982)
 FS0569
 FS0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0569'NOT RECOVERED, AREA IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0079 ***********************************************************************
 CG0079  DESIGNATION -  B 1 P
 CG0079  PID         -  CG0079
 CG0079  STATE/COUNTY-  AZ/COCHISE
 CG0079  USGS QUAD   -  BENSON (1983)
 CG0079
 CG0079                         *CURRENT SURVEY CONTROL
 CG0079  ___________________________________________________________________
 CG0079* NAD 83(1992)-  31 58 30.19473(N)    110 19 18.93379(W)     ADJUSTED  
 CG0079* NAVD 88     -      1158.47   (+/-2cm)    3800.7    (feet)  VERTCON   
 CG0079  ___________________________________________________________________
 CG0079  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CG0079  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0079  HORZ ORDER  -  THIRD
 CG0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0079
 CG0079.The horizontal coordinates were established by classical geodetic methods
 CG0079.and adjusted by the National Geodetic Survey in August 1993.
 CG0079
 CG0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0079.The vertical order pertains to the NGVD 29 superseded value.
 CG0079
 CG0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0079
 CG0079.The geoid height was determined by GEOID03.
 CG0079
 CG0079;                    North         East     Units Scale Factor Converg.
 CG0079;SPC AZ E     -   108,111.661   198,686.542   MT  0.99990265   -0 04 56.0
 CG0079;SPC AZ E     -   354,697.05    651,858.73   iFT  0.99990265   -0 04 56.0
 CG0079;SPC AZ C     -   109,212.104   364,086.376   MT  1.00018010   +0 50 40.8
 CG0079;SPC AZ C     -   358,307.43  1,194,509.11   iFT  1.00018010   +0 50 40.8
 CG0079;UTM  12      - 3,537,871.389   564,065.705   MT  0.99965062   +0 21 32.7
 CG0079
 CG0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0079!SPC AZ E     -   0.99982251  x   0.99990265  =   0.99972517
 CG0079!SPC AZ C     -   0.99982251  x   1.00018010  =   1.00000257
 CG0079!UTM  12      -   0.99982251  x   0.99965062  =   0.99947319
 CG0079
 CG0079|---------------------------------------------------------------------|
 CG0079| PID    Reference Object                     Distance      Geod. Az  |
 CG0079|                                                           dddmmss.s |
 CG0079| CG0080 B 1 P RM 1                           11.271 METERS 21251     |
 CG0079| CG0969 A TRAVERSE HUB                      421.118 METERS 2500732.1 |
 CG0079| CC5994 B 1 P RM 2                           12.814 METERS 30026     |
 CG0079|---------------------------------------------------------------------|
 CG0079
 CG0079                          SUPERSEDED SURVEY CONTROL
 CG0079
 CG0079  NAD 83(1986)-  31 58 30.18922(N)    110 19 18.92854(W) AD(       ) 3
 CG0079  NAD 27      -  31 58 29.89070(N)    110 19 16.67180(W) AD(       ) 3
 CG0079  NGVD 29 (??/??/92) 1157.687  (m)         3798.18   (f) ADJ UNCH    2 0
 CG0079
 CG0079.Superseded values are not recommended for survey control.
 CG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0079.See file dsdata.txt to determine how the superseded data were derived.
 CG0079
 CG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6406637871(NAD 83)
 CG0079_MARKER: DD = SURVEY DISK
 CG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0079_STAMPING: B-1 AHD-P
 CG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0079+STABILITY: SURFACE MOTION
 CG0079
 CG0079  HISTORY     - Date     Condition        Report By
 CG0079  HISTORY     - 1960     MONUMENTED       AZHD
 CG0079  HISTORY     - 1960     GOOD             NGS
 CG0079  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0079
 CG0079                          STATION DESCRIPTION
 CG0079
 CG0079'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960 (NES)
 CG0079'STATION IS LOCATED ON THE EAST END OF A LOW PROMINENT RIDGE
 CG0079'ABOUT 2 MILES WEST OF BENSON.
 CG0079'
 CG0079'REACHED FROM THE POST OFFICE IN BENSON BY GOING WESTERLY ON STATE
 CG0079'HIGHWAY 86 FOR 1.4 MILES TO A SIDE ROAD RIGHT (THIS IS 0.3
 CG0079'MILE WEST OF MILEPOST 252), TURN RIGHT PASSING THROUGH WRECKING
 CG0079'YARD, FOR 0.15 MILE TO FORKS, TAKE LEFT FORK, WEST, GOING UP
 CG0079'STEEP GRADE FOR 0.25 MILE TO SUMMIT OF RIDGE AND STATION ON
 CG0079'THE LEFT.
 CG0079'
 CG0079'STATION MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT BRASS
 CG0079'PIN, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0079'1 INCH AND STAMPED B 1 AHD-P.  IT IS 28 FEET SOUTH OF THE CENTER
 CG0079'OF A TRACK ROAD.
 CG0079'
 CG0079'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED B 1 AHD-P NO 1
 CG0079'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CG0079'PROJECTING 3 INCHES.  IT IS 42 FEET SOUTH OF THE CENTER OF
 CG0079'THE TRACK ROAD.
 CG0079'
 CG0079'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED B 1 AHD-P NO 2
 CG0079'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CG0079'PROJECTING 3 INCHES.  IT IS 13 FEET NORTH OF THE CENTER OF
 CG0079'THE TRACK ROAD.
 CG0079'
 CG0079'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  TRIANGULATION
 CG0079'STATION SPAN MAY BE USED.
 CG0079
 CG0079                          STATION RECOVERY (1960)
 CG0079
 CG0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0079'1.8 MI W FROM BENSON.
 CG0079'1.4 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0079'86, THENCE 0.15 MILE NORTH ON DIRT ROAD TO A Y FORK.  TAKE LEFT FORK
 CG0079'FOR 0.25 MILE WEST ON DIRT ROAD TO TOP OF GRADE.  STATION IS 28.0 FEET
 CG0079'SOUTH OF CENTER OF TRACK ROAD, SET IN THE TOP OF A 10-INCH SQUARE
 CG0079'CONCRETE POST PROJECTING 1 INCH.
 CG0079
 CG0079                          STATION RECOVERY (1974)
 CG0079
 CG0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JJW)
 CG0079'THE MARK MAY HAVE BEEN DESTROYED WHEN THE NEW INTERSTATE HIGHWAY WAS
 CG0079'CONSTRUCTED.
 CG0079'
 CG0079'STATION IS LOCATED ON THE EAST END OF A LOW PROMINENT RIDGE 2 MILES
 CG0079'WEST OF BENSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0080 ***********************************************************************
 CG0080  DESIGNATION -  B 1 P RM 1
 CG0080  PID         -  CG0080
 CG0080  STATE/COUNTY-  AZ/COCHISE
 CG0080  USGS QUAD   -  BENSON (1983)
 CG0080
 CG0080                         *CURRENT SURVEY CONTROL
 CG0080  ___________________________________________________________________
 CG0080* NAD 83(1986)-  31 58 30.     (N)    110 19 19.     (W)     SCALED    
 CG0080* NAVD 88     -      1158.39   (+/-2cm)    3800.5    (feet)  VERTCON   
 CG0080  ___________________________________________________________________
 CG0080  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0080
 CG0080.The horizontal coordinates were scaled from a topographic map and have
 CG0080.an estimated accuracy of +/- 6 seconds.
 CG0080
 CG0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0080.The vertical order pertains to the NGVD 29 superseded value.
 CG0080
 CG0080.The geoid height was determined by GEOID03.
 CG0080
 CG0080;                    North         East    Units  Estimated Accuracy
 CG0080;SPC AZ E     -   108,110.      198,690.      MT  (+/- 180 meters Scaled)
 CG0080
 CG0080                          SUPERSEDED SURVEY CONTROL
 CG0080
 CG0080  NGVD 29 (??/??/92) 1157.601  (m)         3797.90   (f) ADJ UNCH    2 0
 CG0080
 CG0080.Superseded values are not recommended for survey control.
 CG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0080.See file dsdata.txt to determine how the superseded data were derived.
 CG0080
 CG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA640378(NAD 83)
 CG0080_MARKER: DR = REFERENCE MARK DISK
 CG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0080_STAMPING: B-1 AHD-P NO 1 1960
 CG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0080+STABILITY: SURFACE MOTION
 CG0080
 CG0080  HISTORY     - Date     Condition        Report By
 CG0080  HISTORY     - 1960     MONUMENTED       CGS
 CG0080
 CG0080                          STATION DESCRIPTION
 CG0080
 CG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0080'1.8 MI W FROM BENSON.
 CG0080'1.4 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0080'86, THENCE 0.15 MILE NORTH ON DIRT ROAD TO A Y FORK.  TAKE LEFT FORK
 CG0080'FOR 0.25 MILE WEST ON DIRT ROAD TO TOP OF GRADE.  R M 1 IS 42.0 FEET
 CG0080'SOUTH OF CENTER OF TRACK ROAD, SET IN TOP OF A 10-INCH SQUARE CONCRETE
 CG0080'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0081 ***********************************************************************
 CG0081  DESIGNATION -  B 1 P RM 2
 CG0081  PID         -  CG0081
 CG0081  STATE/COUNTY-  AZ/COCHISE
 CG0081  USGS QUAD   -  BENSON (1983)
 CG0081
 CG0081                         *CURRENT SURVEY CONTROL
 CG0081  ___________________________________________________________________
 CG0081* NAD 83(1986)-  31 58 30.     (N)    110 19 19.     (W)     SCALED    
 CG0081* NAVD 88     -      1158.91   (+/-2cm)    3802.2    (feet)  VERTCON   
 CG0081  ___________________________________________________________________
 CG0081  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0081
 CG0081.The horizontal coordinates were scaled from a topographic map and have
 CG0081.an estimated accuracy of +/- 6 seconds.
 CG0081
 CG0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0081.The vertical order pertains to the NGVD 29 superseded value.
 CG0081
 CG0081.The geoid height was determined by GEOID03.
 CG0081
 CG0081;                    North         East    Units  Estimated Accuracy
 CG0081;SPC AZ E     -   108,110.      198,690.      MT  (+/- 180 meters Scaled)
 CG0081
 CG0081                          SUPERSEDED SURVEY CONTROL
 CG0081
 CG0081  NGVD 29 (??/??/92) 1158.120  (m)         3799.60   (f) ADJ UNCH    2 0
 CG0081
 CG0081.Superseded values are not recommended for survey control.
 CG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0081.See file dsdata.txt to determine how the superseded data were derived.
 CG0081
 CG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA640378(NAD 83)
 CG0081_MARKER: DR = REFERENCE MARK DISK
 CG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0081_STAMPING: B-1 AHD-P NO 2 1960
 CG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0081+STABILITY: SURFACE MOTION
 CG0081
 CG0081  HISTORY     - Date     Condition        Report By
 CG0081  HISTORY     - 1960     MONUMENTED       CGS
 CG0081
 CG0081                          STATION DESCRIPTION
 CG0081
 CG0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0081'1.8 MI W FROM BENSON.
 CG0081'1.4 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0081'86, THENCE 0.15 MILE NORTH ON DIRT ROAD TO A Y FORK.  TAKE LEFT FORK
 CG0081'FOR 0.25 MILE WEST ON DIRT ROAD TO TOP OF GRADE.  R M 2 IS 13.0 FEET
 CG0081'NORTH OF CENTER OF TRACK ROAD, SET IN THE TOP OF A 10-INCH SQUARE
 CG0081'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1061 ***********************************************************************
 DV1061  DESIGNATION -  B 10
 DV1061  PID         -  DV1061
 DV1061  STATE/COUNTY-  AZ/MARICOPA
 DV1061  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1061
 DV1061                         *CURRENT SURVEY CONTROL
 DV1061  ___________________________________________________________________
 DV1061* NAD 83(1986)-  33 10 46.     (N)    113 03 20.     (W)     SCALED    
 DV1061* NAVD 88     -       237.62   (+/-2cm)     779.6    (feet)  VERTCON   
 DV1061  ___________________________________________________________________
 DV1061  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1061  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1061
 DV1061.The horizontal coordinates were scaled from a topographic map and have
 DV1061.an estimated accuracy of +/- 6 seconds.
 DV1061
 DV1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1061.The vertical order pertains to the NGVD 29 superseded value.
 DV1061
 DV1061.The geoid height was determined by GEOID03.
 DV1061
 DV1061;                    North         East    Units  Estimated Accuracy
 DV1061;SPC AZ C     -   242,230.      107,150.      MT  (+/- 180 meters Scaled)
 DV1061
 DV1061                          SUPERSEDED SURVEY CONTROL
 DV1061
 DV1061  NGVD 29 (??/??/92)  237.014  (m)          777.60   (f) ADJ UNCH    1 2
 DV1061
 DV1061.Superseded values are not recommended for survey control.
 DV1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1061.See file dsdata.txt to determine how the superseded data were derived.
 DV1061
 DV1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB083730(NAD 83)
 DV1061_MARKER: DB = BENCH MARK DISK
 DV1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1061_STAMPING: 777.603 B 10 1927
 DV1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1061+STABILITY: SURFACE MOTION
 DV1061
 DV1061  HISTORY     - Date     Condition        Report By
 DV1061  HISTORY     - 1927     MONUMENTED       CGS
 DV1061
 DV1061                          STATION DESCRIPTION
 DV1061
 DV1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1061'21.2 MI E FROM AGUA.
 DV1061'21.2 MILES EAST OF AGUA. RR.STATION.  BRONZE DISC SET IN STANDARD
 DV1061'CONCRETE MONUMENT 100 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS,
 DV1061'AND JUST INSIDE THE RIGHT-OF-WAY FENCE LINE.  14 TELEPHONE POLES EAST
 DV1061'OF MILEPOST 843.  1170 FEET EAST OF BRIDGE NO. 843 A.  500 FEET WEST
 DV1061'OF BRIDGE NO.843 B.  1.4 MILES EAST OF CENTER OF SIDING AT STATION
 DV1061'SADDLE.  MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 6 INCHES BELOW
 DV1061'TRACK LEVEL.  MARK IS ON THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0265 ***********************************************************************
 DU0265  DESIGNATION -  B 101
 DU0265  PID         -  DU0265
 DU0265  STATE/COUNTY-  AZ/GILA
 DU0265  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0265
 DU0265                         *CURRENT SURVEY CONTROL
 DU0265  ___________________________________________________________________
 DU0265* NAD 83(1986)-  33 24 23.     (N)    110 43 56.     (W)     SCALED    
 DU0265* NAVD 88     -      1105.143  (meters)    3625.79   (feet)  ADJUSTED  
 DU0265  ___________________________________________________________________
 DU0265  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU0265  DYNAMIC HT  -        1103.643 (meters)    3620.87  (feet)  COMP
 DU0265  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 DU0265
 DU0265  VERT ORDER  -  SECOND    CLASS 0
 DU0265
 DU0265.The horizontal coordinates were scaled from a topographic map and have
 DU0265.an estimated accuracy of +/- 6 seconds.
 DU0265
 DU0265.The orthometric height was determined by differential leveling
 DU0265.and adjusted in June 1991.
 DU0265
 DU0265.The geoid height was determined by GEOID03.
 DU0265
 DU0265.The dynamic height is computed by dividing the NAVD 88
 DU0265.geopotential number by the normal gravity value computed on the
 DU0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0265.degrees latitude (g = 980.6199 gals.).
 DU0265
 DU0265.The modeled gravity was interpolated from observed gravity values.
 DU0265
 DU0265;                    North         East    Units  Estimated Accuracy
 DU0265;SPC AZ E     -   266,960.      160,760.      MT  (+/- 180 meters Scaled)
 DU0265
 DU0265                          SUPERSEDED SURVEY CONTROL
 DU0265
 DU0265  NGVD 29 (??/??/92) 1104.506  (m)         3623.70   (f) ADJ UNCH    2 0
 DU0265
 DU0265.Superseded values are not recommended for survey control.
 DU0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0265.See file dsdata.txt to determine how the superseded data were derived.
 DU0265
 DU0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB248963(NAD 83)
 DU0265_MARKER: DD = SURVEY DISK
 DU0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0265_STAMPING: B-101 1935
 DU0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0265+STABILITY: SURFACE MOTION
 DU0265
 DU0265  HISTORY     - Date     Condition        Report By
 DU0265  HISTORY     - 1935     MONUMENTED       USFS
 DU0265  HISTORY     - 1935     GOOD             NGS
 DU0265
 DU0265                          STATION DESCRIPTION
 DU0265
 DU0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0265'3.5 MI NE FROM GLOBE.
 DU0265'3.5 MI. N.E. OF, ALONG U.S. HWY NO. 60.  TOP OF A HILL, 0.5 MI. SOUTH
 DU0265'OF A 100 FT. CONCRETE BRIDGE, 60 FT. EAST OF THE CENTER LINE OF THE
 DU0265'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0353 ***********************************************************************
 DU0353  DESIGNATION -  B 102
 DU0353  PID         -  DU0353
 DU0353  STATE/COUNTY-  AZ/GILA
 DU0353  USGS QUAD   -  CHRYSOTILE (1966)
 DU0353
 DU0353                         *CURRENT SURVEY CONTROL
 DU0353  ___________________________________________________________________
 DU0353* NAD 83(1986)-  33 44 42.     (N)    110 33 04.     (W)     SCALED    
 DU0353* NAVD 88     -      1749.756  (meters)    5740.66   (feet)  ADJUSTED  
 DU0353  ___________________________________________________________________
 DU0353  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DU0353  DYNAMIC HT  -        1747.260 (meters)    5732.47  (feet)  COMP
 DU0353  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 DU0353
 DU0353  VERT ORDER  -  SECOND    CLASS 0
 DU0353
 DU0353.The horizontal coordinates were scaled from a topographic map and have
 DU0353.an estimated accuracy of +/- 6 seconds.
 DU0353
 DU0353.The orthometric height was determined by differential leveling
 DU0353.and adjusted in June 1991.
 DU0353
 DU0353.The geoid height was determined by GEOID03.
 DU0353
 DU0353.The dynamic height is computed by dividing the NAVD 88
 DU0353.geopotential number by the normal gravity value computed on the
 DU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0353.degrees latitude (g = 980.6199 gals.).
 DU0353
 DU0353.The modeled gravity was interpolated from observed gravity values.
 DU0353
 DU0353;                    North         East    Units  Estimated Accuracy
 DU0353;SPC AZ E     -   304,440.      177,740.      MT  (+/- 180 meters Scaled)
 DU0353
 DU0353                          SUPERSEDED SURVEY CONTROL
 DU0353
 DU0353  NGVD 29 (??/??/92) 1749.060  (m)         5738.37   (f) ADJ UNCH    2 0
 DU0353
 DU0353.Superseded values are not recommended for survey control.
 DU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0353.See file dsdata.txt to determine how the superseded data were derived.
 DU0353
 DU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC415339(NAD 83)
 DU0353_MARKER: DD = SURVEY DISK
 DU0353_SETTING: 80 = SET IN A BOULDER
 DU0353_SP_SET: BOULDER
 DU0353_STAMPING: B-102 1935
 DU0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0353+STABILITY: SURFACE MOTION
 DU0353
 DU0353  HISTORY     - Date     Condition        Report By
 DU0353  HISTORY     - 1935     MONUMENTED       USFS
 DU0353  HISTORY     - 1935     GOOD             NGS
 DU0353
 DU0353                          STATION DESCRIPTION
 DU0353
 DU0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0353'36.2 MI NE FROM GLOBE.
 DU0353'33.5 MI. N.E. OF, ALONG U.S. HWY NO. 60, THENCE 2.7 MI. N.W. ON ROAD
 DU0353'TO REGAL MINE.  NEAR THE TOP OF A HILL, 27 FT. WEST OF THE CENTER LINE
 DU0353'OF THE ROAD AND SET IN A LARGE RED GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0488 ***********************************************************************
 ET0488  DESIGNATION -  B 103
 ET0488  PID         -  ET0488
 ET0488  STATE/COUNTY-  AZ/YAVAPAI
 ET0488  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0488
 ET0488                         *CURRENT SURVEY CONTROL
 ET0488  ___________________________________________________________________
 ET0488* NAD 83(1986)-  34 47 45.     (N)    112 50 56.     (W)     SCALED    
 ET0488* NAVD 88     -      1792.611  (meters)    5881.26   (feet)  POSTED    
 ET0488  ___________________________________________________________________
 ET0488  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 ET0488  DYNAMIC HT  -        1790.150 (meters)    5873.18  (feet)  COMP
 ET0488  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 ET0488
 ET0488  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0488
 ET0488.The horizontal coordinates were scaled from a topographic map and have
 ET0488.an estimated accuracy of +/- 6 seconds.
 ET0488
 ET0488.The orthometric height was determined by differential leveling
 ET0488.and adjusted in November 2005.
 ET0488.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0488.was located on a no-check spur therefore a value was not computed.
 ET0488.No vertical observational check was made to the station.
 ET0488
 ET0488.The geoid height was determined by GEOID03.
 ET0488
 ET0488.The dynamic height is computed by dividing the NAVD 88
 ET0488.geopotential number by the normal gravity value computed on the
 ET0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0488.degrees latitude (g = 980.6199 gals.).
 ET0488
 ET0488.The modeled gravity was interpolated from observed gravity values.
 ET0488
 ET0488;                    North         East    Units  Estimated Accuracy
 ET0488;SPC AZ C     -   421,320.      128,060.      MT  (+/- 180 meters Scaled)
 ET0488
 ET0488                          SUPERSEDED SURVEY CONTROL
 ET0488
 ET0488  NGVD 29 (??/??/92) 1791.668  (m)         5878.16   (f) ADJ UNCH    2 0
 ET0488
 ET0488.Superseded values are not recommended for survey control.
 ET0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0488.See file dsdata.txt to determine how the superseded data were derived.
 ET0488
 ET0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD308519(NAD 83)
 ET0488_MARKER: DD = SURVEY DISK
 ET0488_SETTING: 66 = SET IN ROCK OUTCROP
 ET0488_SP_SET: GRANITE LEDGE
 ET0488_STAMPING: B 103 1935
 ET0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0488+STABILITY: POSITION/ELEVATION WELL
 ET0488
 ET0488  HISTORY     - Date     Condition        Report By
 ET0488  HISTORY     - 1935     MONUMENTED       USFS
 ET0488  HISTORY     - 1935     GOOD             NGS
 ET0488
 ET0488                          STATION DESCRIPTION
 ET0488
 ET0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0488'13.0 MI SE FROM WALNUT CREEK R S.
 ET0488'13.0 MI.SE. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 2.1 MI. E. OF
 ET0488'JUNCTION OF ROADS AT CAMP WOOD, ABOUT 200 YDS. W. OF A SWITCH BACK IN
 ET0488'ROAD OF THE BASE OF A SHARP GRANITE SPIRE, AND 22 FT. N. OF THE CENTER
 ET0488'LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0253 ***********************************************************************
 FR0253  DESIGNATION -  B 104
 FR0253  PID         -  FR0253
 FR0253  STATE/COUNTY-  AZ/YAVAPAI
 FR0253  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0253
 FR0253                         *CURRENT SURVEY CONTROL
 FR0253  ___________________________________________________________________
 FR0253* NAD 83(1986)-  35 16 48.     (N)    112 52 00.     (W)     SCALED    
 FR0253* NAVD 88     -      1595.267  (meters)    5233.81   (feet)  POSTED    
 FR0253  ___________________________________________________________________
 FR0253  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 FR0253  DYNAMIC HT  -        1593.160 (meters)    5226.89  (feet)  COMP
 FR0253  MODELED GRAV-     979,256.8   (mgal)                       NAVD 88
 FR0253
 FR0253  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0253
 FR0253.The horizontal coordinates were scaled from a topographic map and have
 FR0253.an estimated accuracy of +/- 6 seconds.
 FR0253
 FR0253.The orthometric height was determined by differential leveling
 FR0253.and adjusted in November 2005.
 FR0253.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0253.was located on a no-check spur therefore a value was not computed.
 FR0253.No vertical observational check was made to the station.
 FR0253
 FR0253.The geoid height was determined by GEOID03.
 FR0253
 FR0253.The dynamic height is computed by dividing the NAVD 88
 FR0253.geopotential number by the normal gravity value computed on the
 FR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0253.degrees latitude (g = 980.6199 gals.).
 FR0253
 FR0253.The modeled gravity was interpolated from observed gravity values.
 FR0253
 FR0253;                    North         East    Units  Estimated Accuracy
 FR0253;SPC AZ C     -   475,050.      126,940.      MT  (+/- 180 meters Scaled)
 FR0253
 FR0253                          SUPERSEDED SURVEY CONTROL
 FR0253
 FR0253  NGVD 29 (??/??/92) 1594.286  (m)         5230.59   (f) ADJ UNCH    2 0
 FR0253
 FR0253.Superseded values are not recommended for survey control.
 FR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0253.See file dsdata.txt to determine how the superseded data were derived.
 FR0253
 FR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE302056(NAD 83)
 FR0253_MARKER: DD = SURVEY DISK
 FR0253_SETTING: 80 = SET IN A BOULDER
 FR0253_SP_SET: BOULDER
 FR0253_STAMPING: B 104 1935
 FR0253_MARK LOGO: USFS  
 FR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0253+STABILITY: SURFACE MOTION
 FR0253
 FR0253  HISTORY     - Date     Condition        Report By
 FR0253  HISTORY     - 1935     MONUMENTED       USFS
 FR0253  HISTORY     - 1979     GOOD             USGS
 FR0253  HISTORY     - 1982     GOOD             NGS
 FR0253
 FR0253                          STATION DESCRIPTION
 FR0253
 FR0253'DESCRIBED BY US FOREST SERVICE 1935
 FR0253'0.9 MI E FROM SELIGMAN.
 FR0253'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0253'SANTA FE RAILWAY STATON AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 3.1
 FR0253'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.2 MILES
 FR0253'SOUTH OF A CATTLE GUARD, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF A
 FR0253'WASH, ABOUT 0.6 MILE NORTH OF A CATTLE GUARD, ABOUT 0.4 MILE NORTH OF
 FR0253'THE CROSSING OF A WASH, ABOUT 400 FEET EAST OF A BRICK BUILDING, ABOUT
 FR0253'190 FEET SOUTH OF A POWER-TRANSMISSION LINE, ABOUT 85 FEET WEST OF THE
 FR0253'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 FR0253'A BLACK BOULDER PROJECTING 0.1 FOOT ABOVE GROUND.  A UNITED STATES
 FR0253'FOREST SERVICE STANDARD DISK, STAMPED B 104 1935.  NOTE-- THE PRESENT
 FR0253'ROAD IS 365 FEET WEST OF THE ROAD MENTIONED ABOVE.
 FR0253
 FR0253                          STATION RECOVERY (1979)
 FR0253
 FR0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0253'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT SELIGMAN,
 FR0253'YAVAPAI COUNTY, 2.7 MILES EAST AND SOUTH WEST ALONG U.S. HWY 66,
 FR0253'UNDER THE FREEWAY OVERCROSSING. THENCE 0.7 MILES NORTHWEST ALONG THE
 FR0253'FREEWAY FRONTAGE ROAD. THENCE ABOUT 2.35 MILES SOUTH ALONG THE ROAD
 FR0253'LEADING TO WALNUT CREEK, ABOUT 0.6 MILES NORTH OF A CATTLE GUARD,
 FR0253'ABOUT 500 FEET EAST SOUTHEAST OF A BRICK BUILDING, ABOUT 190 FEET
 FR0253'SOUTH OF A POWER-TRANSMISSION LINE, ABOUT 381 FEET EAST OF THE CENTER
 FR0253'LINE OF THE ROAD AND IN THE TOP OF A BLACK BOULDER PROJECTING 0.1
 FR0253'FOOT ABOVE GROUND. A UNITED STATES FOREST SERVICE STANDARD DISK,
 FR0253'STAMPED B 104 1935.
 FR0253
 FR0253                          STATION RECOVERY (1982)
 FR0253
 FR0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1054 ***********************************************************************
 DU1054  DESIGNATION -  B 107
 DU1054  PID         -  DU1054
 DU1054  STATE/COUNTY-  AZ/PINAL
 DU1054  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1054
 DU1054                         *CURRENT SURVEY CONTROL
 DU1054  ___________________________________________________________________
 DU1054* NAD 83(1986)-  33 24 13.     (N)    111 31 52.     (W)     SCALED    
 DU1054* NAVD 88     -       527.77   (+/-2cm)    1731.5    (feet)  VERTCON   
 DU1054  ___________________________________________________________________
 DU1054  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1054  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1054
 DU1054.The horizontal coordinates were scaled from a topographic map and have
 DU1054.an estimated accuracy of +/- 6 seconds.
 DU1054
 DU1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1054.The vertical order pertains to the NGVD 29 superseded value.
 DU1054
 DU1054.The geoid height was determined by GEOID03.
 DU1054
 DU1054;                    North         East    Units  Estimated Accuracy
 DU1054;SPC AZ C     -   266,580.      249,220.      MT  (+/- 180 meters Scaled)
 DU1054
 DU1054                          SUPERSEDED SURVEY CONTROL
 DU1054
 DU1054  NGVD 29 (??/??/92)  527.202  (m)         1729.66   (f) ADJ UNCH    1 2
 DU1054
 DU1054.Superseded values are not recommended for survey control.
 DU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1054.See file dsdata.txt to determine how the superseded data were derived.
 DU1054
 DU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB506961(NAD 83)
 DU1054_MARKER: DD = SURVEY DISK
 DU1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1054_SP_SET: ABUTMENT
 DU1054_STAMPING: B-107 1935
 DU1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1054
 DU1054  HISTORY     - Date     Condition        Report By
 DU1054  HISTORY     - 1935     MONUMENTED       AZHD
 DU1054  HISTORY     - 1935     GOOD             NGS
 DU1054  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1054  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1054
 DU1054                          STATION DESCRIPTION
 DU1054
 DU1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU1054'1.3 MI E FROM APACHE JUNCTION.
 DU1054'1.3 MI E ALONG U.S. HWY NO. 60 ON A CONCRETE BRIDGE, ON THE SOUTH
 DU1054'WINGWALL OF THE WEST ABUTMENT.
 DU1054
 DU1054                          STATION RECOVERY (1981)
 DU1054
 DU1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1054'NOTE NEW BRIDGE NOW OCCUPIES DESCRIBED LOCATION, MARK BELIEVED TO BE
 DU1054'DESTROYED.
 DU1054
 DU1054                          STATION RECOVERY (2008)
 DU1054
 DU1054'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1054'A NEW BRIDGE HAS BEEN BUILT. NO MARK WITH THE CORRECT STAMPING
 DU1054'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0261 ***********************************************************************
 DU0261  HT_MOD      -  This is a Height Modernization Survey Station.
 DU0261  DESIGNATION -  B 108
 DU0261  PID         -  DU0261
 DU0261  STATE/COUNTY-  AZ/GILA
 DU0261  USGS QUAD   -  PINAL RANCH (1979)
 DU0261
 DU0261                         *CURRENT SURVEY CONTROL
 DU0261  ___________________________________________________________________
 DU0261* NAD 83(2007)-  33 21 18.31938(N)    110 57 54.80679(W)     ADJUSTED  
 DU0261* NAVD 88     -      1423.53   (meters)    4670.4    (feet)  GPS OBS   
 DU0261  ___________________________________________________________________
 DU0261  EPOCH DATE  -        2007.00
 DU0261  X           -  -1,908,543.836 (meters)                     COMP
 DU0261  Y           -  -4,980,960.814 (meters)                     COMP
 DU0261  Z           -   3,487,687.964 (meters)                     COMP
 DU0261  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 DU0261  ELLIP HEIGHT-        1395.781 (meters)          (02/10/07) ADJUSTED
 DU0261  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DU0261
 DU0261  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0261  Type    PID    Designation                      North   East  Ellip
 DU0261  -------------------------------------------------------------------
 DU0261  NETWORK DU0261 B 108                             0.29   0.27   0.88
 DU0261  -------------------------------------------------------------------
 DU0261
 DU0261.The horizontal coordinates were established by GPS observations
 DU0261.and adjusted by the National Geodetic Survey in February 2007.
 DU0261
 DU0261.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0261.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0261.The horizontal coordinates are valid at the epoch date displayed above.
 DU0261.The epoch date for horizontal control is a decimal equivalence
 DU0261.of Year/Month/Day.
 DU0261
 DU0261.The orthometric height was determined by GPS observations and a
 DU0261.high-resolution geoid model.
 DU0261.The orthometric height was determined by GPS observations and a
 DU0261.high-resolution geoid model using precise GPS observation and
 DU0261.processing techniques.
 DU0261
 DU0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0261
 DU0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0261
 DU0261.The ellipsoidal height was determined by GPS observations
 DU0261.and is referenced to NAD 83.
 DU0261
 DU0261.The geoid height was determined by GEOID03.
 DU0261
 DU0261;                    North         East     Units Scale Factor Converg.
 DU0261;SPC AZ E     -   261,414.428   139,039.082   MT  0.99996808   -0 26 20.7
 DU0261;SPC AZ E     -   857,658.88    456,164.97   iFT  0.99996808   -0 26 20.7
 DU0261;UTM  12      - 3,690,653.776   503,235.544   MT  0.99960013   +0 01 08.8
 DU0261
 DU0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0261!SPC AZ E     -   0.99978092  x   0.99996808  =   0.99974900
 DU0261!UTM  12      -   0.99978092  x   0.99960013  =   0.99938113
 DU0261
 DU0261                          SUPERSEDED SURVEY CONTROL
 DU0261
 DU0261  NAD 83(1992)-  33 21 18.31886(N)    110 57 54.80591(W) AD(       ) A
 DU0261  ELLIP H (01/27/00) 1395.811  (m)                       GP(       ) 1 1
 DU0261  NGVD 29 (??/??/92) 1422.773  (m)         4667.88   (f) ADJ UNCH    2 0
 DU0261
 DU0261.Superseded values are not recommended for survey control.
 DU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0261.See file dsdata.txt to determine how the superseded data were derived.
 DU0261
 DU0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0323690654(NAD 83)
 DU0261_MARKER: DD = SURVEY DISK
 DU0261_SETTING: 66 = SET IN ROCK OUTCROP
 DU0261_SP_SET: BOULDER
 DU0261_STAMPING: B 108 1935
 DU0261_MARK LOGO: CGS   
 DU0261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0261+STABILITY: POSITION/ELEVATION WELL
 DU0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0261+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU0261
 DU0261  HISTORY     - Date     Condition        Report By
 DU0261  HISTORY     - 1935     MONUMENTED       CGS
 DU0261  HISTORY     - 19981117 GOOD             AZ-013
 DU0261  HISTORY     - 20010330 GOOD             INDIV
 DU0261  HISTORY     - 20030814 GOOD             AZ-007
 DU0261  HISTORY     - 20040401 GOOD             AZ-007
 DU0261  HISTORY     - 20051004 GOOD             AZ-007
 DU0261  HISTORY     - 20070506 GOOD             GEOCAC
 DU0261
 DU0261                          STATION DESCRIPTION
 DU0261
 DU0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0261'8.4 MI SW FROM MIAMI.
 DU0261'8.4 MI S.W. ALONG U.S. HWY NO. 60 (7.9 MI S.W. OF BULLION PLAZA
 DU0261'SCHOOL).  AT THE TOP OF THE WORLD SERVICE STATION (JENKINS SERVICE
 DU0261'STATION), 65 FEET S OF THE CENTER OF A ROUND STEEL TANK, 46 FEET W OF
 DU0261'THE S.W. CORNER OF THE GARAGE, 42 FEET N OF THE CENTERLINE OF THE
 DU0261'HIGHWAY, 4 FEET N OF A WIRE FENCE.  SET IN A GRANITE BOULDER AT ABOUT
 DU0261'THE ELEVATION OF THE HIGHWAY AT ITS HIGHEST POINT.
 DU0261
 DU0261                          STATION RECOVERY (1998)
 DU0261
 DU0261'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU0261'GENERAL STATION LOCATION IS NEAR MIAMI, ARIZONA.  RECOVERED AS
 DU0261'DESCRIBED.
 DU0261
 DU0261                          STATION RECOVERY (2001)
 DU0261
 DU0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DGB)
 DU0261'MARK IS LOCATED OFF THE SERVICE ROAD THAT IS ON THE EAST END OF REST
 DU0261'AREA ON EASTBOUND HIGHWAY 60, 8.5 MILES SW FROM MIAMI, APPROX 1.5
 DU0261'MILES DOWN SERVICE ROAD, .8 MILES OFF OF HIGHWAY 60, NEAR THE TOP OF
 DU0261'THE RIDGE. ROAD IS IN POOR SHAPE AND BUILDINGS AND FACILITIES FROM
 DU0261'EALIER DESCRIPTION NO LONGER EXIST.
 DU0261
 DU0261                          STATION RECOVERY (2003)
 DU0261
 DU0261'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU0261'NEW STATION DESCRIPTION  (2003)
 DU0261' 
 DU0261'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU0261' 
 DU0261'BEGINNING IN MIAMI, TRAVEL WEST ON US-60 FOR 7 MILES TO THE REST AREA
 DU0261'AT THE EAST END OF 'TOP OF THE WORLD' (MILEPOST 236.4.) AT LATITUDE
 DU0261'33-21-18.06, LONGITUDE 110-58-46.74.  GO THROUGH THE CATTLE GUARD AT
 DU0261'THE BACK OF THE REST AREA AND TRAVEL FOR 1.0 MILE DOWN THE SERVICE
 DU0261'ROAD THAT IS IN POOR SHAPE UNTIL YOU REACH A LARGE OPEN AREA.
 DU0261'VEHICLES WITH CONSIDERABLE GROUND CLEARANCE ARE RECOMENDED.  MONUMENT
 DU0261'IS IN THE ROCK OUTCROPPING TO THE NORTH JUST AS YOU ENTER THE OPEN
 DU0261'AREA.
 DU0261' 
 DU0261'
 DU0261
 DU0261                          STATION RECOVERY (2004)
 DU0261
 DU0261'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU0261'RECOVERED IN GOOD CONDITION.
 DU0261
 DU0261                          STATION RECOVERY (2005)
 DU0261
 DU0261'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DU0261'RECOVERED IN GOOD CONDITION.
 DU0261
 DU0261                          STATION RECOVERY (2007)
 DU0261
 DU0261'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0172 ***********************************************************************
 DU0172  DESIGNATION -  B 109
 DU0172  PID         -  DU0172
 DU0172  STATE/COUNTY-  AZ/GILA
 DU0172  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0172
 DU0172                         *CURRENT SURVEY CONTROL
 DU0172  ___________________________________________________________________
 DU0172* NAD 83(1986)-  33 24 46.     (N)    110 28 28.     (W)     SCALED    
 DU0172* NAVD 88     -       861.976  (meters)    2828.00   (feet)  ADJUSTED  
 DU0172  ___________________________________________________________________
 DU0172  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DU0172  DYNAMIC HT  -         860.828 (meters)    2824.23  (feet)  COMP
 DU0172  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 DU0172
 DU0172  VERT ORDER  -  SECOND    CLASS 0
 DU0172
 DU0172.The horizontal coordinates were scaled from a topographic map and have
 DU0172.an estimated accuracy of +/- 6 seconds.
 DU0172
 DU0172.The orthometric height was determined by differential leveling
 DU0172.and adjusted in June 1991.
 DU0172
 DU0172.The geoid height was determined by GEOID03.
 DU0172
 DU0172.The dynamic height is computed by dividing the NAVD 88
 DU0172.geopotential number by the normal gravity value computed on the
 DU0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0172.degrees latitude (g = 980.6199 gals.).
 DU0172
 DU0172.The modeled gravity was interpolated from observed gravity values.
 DU0172
 DU0172;                    North         East    Units  Estimated Accuracy
 DU0172;SPC AZ E     -   267,570.      184,740.      MT  (+/- 180 meters Scaled)
 DU0172
 DU0172                          SUPERSEDED SURVEY CONTROL
 DU0172
 DU0172  NGVD 29 (??/??/92)  861.379  (m)         2826.04   (f) ADJ UNCH    2 0
 DU0172
 DU0172.Superseded values are not recommended for survey control.
 DU0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0172.See file dsdata.txt to determine how the superseded data were derived.
 DU0172
 DU0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB488971(NAD 83)
 DU0172_MARKER: DB = BENCH MARK DISK
 DU0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0172_STAMPING: B 109 1935
 DU0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0172+STABILITY: SURFACE MOTION
 DU0172
 DU0172  HISTORY     - Date     Condition        Report By
 DU0172  HISTORY     - 1935     MONUMENTED       CGS
 DU0172
 DU0172                          STATION DESCRIPTION
 DU0172
 DU0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0172'5.4 MI NW FROM SAN CARLOS.
 DU0172'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0172'THENCE ABOUT 3.1 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, AT A
 DU0172'CANYON, ABOUT 50 YARDS WEST OF A CURVE AT THE WEST SIDE OF SEVEN MILE
 DU0172'WASH, 100 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OVER A CREEK,
 DU0172'AND 95 FEET SOUTH OF THE BANK OF THE CREEK.  A STANDARD DISK, STAMPED
 DU0172'B 109 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0018 ***********************************************************************
 EU0018  DESIGNATION -  B 11
 EU0018  PID         -  EU0018
 EU0018  STATE/COUNTY-  AZ/MOHAVE
 EU0018  USGS QUAD   -  YUCCA (1970)
 EU0018
 EU0018                         *CURRENT SURVEY CONTROL
 EU0018  ___________________________________________________________________
 EU0018* NAD 83(1986)-  34 52 24.     (N)    114 09 10.     (W)     SCALED    
 EU0018* NAVD 88     -       554.547  (meters)    1819.38   (feet)  ADJUSTED  
 EU0018  ___________________________________________________________________
 EU0018  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EU0018  DYNAMIC HT  -         553.927 (meters)    1817.34  (feet)  COMP
 EU0018  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 EU0018
 EU0018  VERT ORDER  -  FIRST     CLASS II
 EU0018
 EU0018.The horizontal coordinates were scaled from a topographic map and have
 EU0018.an estimated accuracy of +/- 6 seconds.
 EU0018
 EU0018.The orthometric height was determined by differential leveling
 EU0018.and adjusted in June 1991.
 EU0018
 EU0018.The geoid height was determined by GEOID03.
 EU0018
 EU0018.The dynamic height is computed by dividing the NAVD 88
 EU0018.geopotential number by the normal gravity value computed on the
 EU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0018.degrees latitude (g = 980.6199 gals.).
 EU0018
 EU0018.The modeled gravity was interpolated from observed gravity values.
 EU0018
 EU0018;                    North         East    Units  Estimated Accuracy
 EU0018;SPC AZ W     -   429,610.      176,540.      MT  (+/- 180 meters Scaled)
 EU0018
 EU0018                          SUPERSEDED SURVEY CONTROL
 EU0018
 EU0018  NGVD 29 (??/??/??)  553.823  (m)         1817.00   (f) ADJUSTED    1 2
 EU0018
 EU0018.Superseded values are not recommended for survey control.
 EU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0018.See file dsdata.txt to determine how the superseded data were derived.
 EU0018
 EU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU602626(NAD 83)
 EU0018_MARKER: DB = BENCH MARK DISK
 EU0018_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EU0018+WITH SETTING: PAVEMENT
 EU0018_STAMPING: B 11 1927 1817.001
 EU0018_MARK LOGO: CGS   
 EU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0018+STABILITY: SURFACE MOTION
 EU0018
 EU0018  HISTORY     - Date     Condition        Report By
 EU0018  HISTORY     - 1927     MONUMENTED       CGS
 EU0018  HISTORY     - 1961     GOOD             NGS
 EU0018  HISTORY     - 1981     GOOD             NGS
 EU0018  HISTORY     - 1981     GOOD             NGS
 EU0018
 EU0018                          STATION DESCRIPTION
 EU0018
 EU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0018'AT YUCCA.
 EU0018'AT YUCCA, AT THE BUILDING HOUSING THE POST OFFICE, SET IN THE
 EU0018'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH, ABOUT 2 FEET
 EU0018'ABOVE THE LEVEL OF THE GROUND.
 EU0018
 EU0018                          STATION RECOVERY (1981)
 EU0018
 EU0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0018'RECOVERED IN GOOD CONDITION.
 EU0018
 EU0018                          STATION RECOVERY (1981)
 EU0018
 EU0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0440 ***********************************************************************
 DA0440  DESIGNATION -  B 110
 DA0440  PID         -  DA0440
 DA0440  STATE/COUNTY-  AZ/PIMA
 DA0440  USGS QUAD   -  KINO PEAK (1990)
 DA0440
 DA0440                         *CURRENT SURVEY CONTROL
 DA0440  ___________________________________________________________________
 DA0440* NAD 83(1986)-  32 02 42.     (N)    112 55 41.     (W)     SCALED    
 DA0440* NAVD 88     -       483.95   (+/-2cm)    1587.8    (feet)  VERTCON   
 DA0440  ___________________________________________________________________
 DA0440  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DA0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0440
 DA0440.The horizontal coordinates were scaled from a topographic map and have
 DA0440.an estimated accuracy of +/- 6 seconds.
 DA0440
 DA0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0440.The vertical order pertains to the NGVD 29 superseded value.
 DA0440
 DA0440.The geoid height was determined by GEOID03.
 DA0440
 DA0440;                    North         East    Units  Estimated Accuracy
 DA0440;SPC AZ C     -   116,300.      117,850.      MT  (+/- 180 meters Scaled)
 DA0440
 DA0440                          SUPERSEDED SURVEY CONTROL
 DA0440
 DA0440  NGVD 29 (??/??/92)  483.233  (m)         1585.41   (f) ADJ UNCH    2 0
 DA0440
 DA0440.Superseded values are not recommended for survey control.
 DA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0440.See file dsdata.txt to determine how the superseded data were derived.
 DA0440
 DA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA179470(NAD 83)
 DA0440_MARKER: DB = BENCH MARK DISK
 DA0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0440_STAMPING: B 110 1935
 DA0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0440+STABILITY: SURFACE MOTION
 DA0440
 DA0440  HISTORY     - Date     Condition        Report By
 DA0440  HISTORY     - 1935     MONUMENTED       CGS
 DA0440  HISTORY     - 1952     GOOD             NGS
 DA0440
 DA0440                          STATION DESCRIPTION
 DA0440
 DA0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0440'25.7 MI NW FROM LUKEVILLE.
 DA0440'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0440'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0440'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA0440'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0440'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS THENCE 2.55 MILES
 DA0440'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, AT A POINT
 DA0440'WHERE THE ROAD CROSSES A WASH, AND ABOUT 15 YARDS NORTH OF THE NORTH
 DA0440'EDGE OF A WASH, 70 FEET NORTHEAST OF THE CENTER OF THE ROAD AND WASH,
 DA0440'28 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH
 DA0440'OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND IN A CONCRETE
 DA0440'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0083 ***********************************************************************
 CH0083  DESIGNATION -  B 111
 CH0083  PID         -  CH0083
 CH0083  STATE/COUNTY-  AZ/PIMA
 CH0083  USGS QUAD   -  LUKEVILLE (1988)
 CH0083
 CH0083                         *CURRENT SURVEY CONTROL
 CH0083  ___________________________________________________________________
 CH0083* NAD 83(1986)-  31 53 40.     (N)    112 48 41.     (W)     SCALED    
 CH0083* NAVD 88     -       439.947  (meters)    1443.39   (feet)  ADJUSTED  
 CH0083  ___________________________________________________________________
 CH0083  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 CH0083  DYNAMIC HT  -         439.374 (meters)    1441.51  (feet)  COMP
 CH0083  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 CH0083
 CH0083  VERT ORDER  -  FIRST     CLASS II
 CH0083
 CH0083.The horizontal coordinates were scaled from a topographic map and have
 CH0083.an estimated accuracy of +/- 6 seconds.
 CH0083
 CH0083.The orthometric height was determined by differential leveling
 CH0083.and adjusted in June 1991.
 CH0083
 CH0083.The geoid height was determined by GEOID03.
 CH0083
 CH0083.The dynamic height is computed by dividing the NAVD 88
 CH0083.geopotential number by the normal gravity value computed on the
 CH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0083.degrees latitude (g = 980.6199 gals.).
 CH0083
 CH0083.The modeled gravity was interpolated from observed gravity values.
 CH0083
 CH0083;                    North         East    Units  Estimated Accuracy
 CH0083;SPC AZ C     -    99,510.      128,730.      MT  (+/- 180 meters Scaled)
 CH0083
 CH0083                          SUPERSEDED SURVEY CONTROL
 CH0083
 CH0083  NGVD 29 (??/??/92)  439.200  (m)         1440.94   (f) ADJ UNCH    1 2
 CH0083
 CH0083.Superseded values are not recommended for survey control.
 CH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0083.See file dsdata.txt to determine how the superseded data were derived.
 CH0083
 CH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA286301(NAD 83)
 CH0083_MARKER: DB = BENCH MARK DISK
 CH0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0083_STAMPING: B 111 1935
 CH0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0083+STABILITY: SURFACE MOTION
 CH0083
 CH0083  HISTORY     - Date     Condition        Report By
 CH0083  HISTORY     - 1935     MONUMENTED       CGS
 CH0083  HISTORY     - 1953     GOOD             NGS
 CH0083  HISTORY     - 1981     GOOD             NGS
 CH0083  HISTORY     - 19941110 GOOD             USPSQD
 CH0083
 CH0083                          STATION DESCRIPTION
 CH0083
 CH0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0083'1.0 MI N FROM LUKEVILLE.
 CH0083'1.0 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0083'LUKEVILLE, 190 1/2 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A
 CH0083'GRAVELED ROAD LEADING WEST TO QUITOUOQUITO, 64 FEET EAST OF THE CENTER
 CH0083'LINE OF THE HIGHWAY, 1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 CH0083'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CH0083'ABOVE THE GROUND.
 CH0083
 CH0083                          STATION RECOVERY (1981)
 CH0083
 CH0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0083'RECOVERED IN GOOD CONDITION.
 CH0083
 CH0083                          STATION RECOVERY (1994)
 CH0083
 CH0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0757 ***********************************************************************
 CZ0757  DESIGNATION -  B 112
 CZ0757  PID         -  CZ0757
 CZ0757  STATE/COUNTY-  AZ/PIMA
 CZ0757  USGS QUAD   -  AVRA (1992)
 CZ0757
 CZ0757                         *CURRENT SURVEY CONTROL
 CZ0757  ___________________________________________________________________
 CZ0757* NAD 83(1986)-  32 21 54.     (N)    111 07 40.     (W)     SCALED    
 CZ0757* NAVD 88     -       649.60   (+/-2cm)    2131.2    (feet)  VERTCON   
 CZ0757  ___________________________________________________________________
 CZ0757  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0757
 CZ0757.The horizontal coordinates were scaled from a topographic map and have
 CZ0757.an estimated accuracy of +/- 6 seconds.
 CZ0757
 CZ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0757.The vertical order pertains to the NGVD 29 superseded value.
 CZ0757
 CZ0757.The geoid height was determined by GEOID03.
 CZ0757
 CZ0757;                    North         East    Units  Estimated Accuracy
 CZ0757;SPC AZ C     -   151,610.      287,600.      MT  (+/- 180 meters Scaled)
 CZ0757
 CZ0757                          SUPERSEDED SURVEY CONTROL
 CZ0757
 CZ0757  NGVD 29 (??/??/92)  648.946  (m)         2129.08   (f) ADJ UNCH    2 0
 CZ0757
 CZ0757.Superseded values are not recommended for survey control.
 CZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0757.See file dsdata.txt to determine how the superseded data were derived.
 CZ0757
 CZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA879809(NAD 83)
 CZ0757_MARKER: DB = BENCH MARK DISK
 CZ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0757_STAMPING: B 112 1935
 CZ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0757+STABILITY: SURFACE MOTION
 CZ0757
 CZ0757  HISTORY     - Date     Condition        Report By
 CZ0757  HISTORY     - 1935     MONUMENTED       CGS
 CZ0757  HISTORY     - 1951     GOOD             NGS
 CZ0757  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0757
 CZ0757                          STATION DESCRIPTION
 CZ0757
 CZ0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0757'3.2 MI NW FROM CORTARO.
 CZ0757'0.9 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0757'AT CORTARO, THENCE 2.3 MILES NORTHWEST ALONG SILVER BELL ROAD, 69 FEET
 CZ0757'EAST OF THE NORTHEAST ONE OF TWO POWER LINE POLE NUMBER 848, 60 1/2
 CZ0757'FEET SOUTHWEST OF THE CENTER LINE OF SILVER BELL ROAD, 2 FEET NORTH OF
 CZ0757'A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ0757'POST PROJECTING 0.1 FOOT, AND NOTE-- THE CONCRETE HAS BEEN BROKEN AWAY
 CZ0757'FROM THE TOP OF THE POST.
 CZ0757
 CZ0757                          STATION RECOVERY (1997)
 CZ0757
 CZ0757'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0839 ***********************************************************************
 CZ0839  DESIGNATION -  B 113
 CZ0839  PID         -  CZ0839
 CZ0839  STATE/COUNTY-  AZ/PIMA
 CZ0839  USGS QUAD   -  THREE POINTS (1992)
 CZ0839
 CZ0839                         *CURRENT SURVEY CONTROL
 CZ0839  ___________________________________________________________________
 CZ0839* NAD 83(1986)-  32 02 57.     (N)    111 19 44.     (W)     SCALED    
 CZ0839* NAVD 88     -       804.37   (+/-2cm)    2639.0    (feet)  VERTCON   
 CZ0839  ___________________________________________________________________
 CZ0839  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0839
 CZ0839.The horizontal coordinates were scaled from a topographic map and have
 CZ0839.an estimated accuracy of +/- 6 seconds.
 CZ0839
 CZ0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0839.The vertical order pertains to the NGVD 29 superseded value.
 CZ0839
 CZ0839.The geoid height was determined by GEOID03.
 CZ0839
 CZ0839;                    North         East    Units  Estimated Accuracy
 CZ0839;SPC AZ C     -   116,470.      268,870.      MT  (+/- 180 meters Scaled)
 CZ0839
 CZ0839                          SUPERSEDED SURVEY CONTROL
 CZ0839
 CZ0839  NGVD 29 (??/??/92)  803.672  (m)         2636.71   (f) ADJ UNCH    2 0
 CZ0839
 CZ0839.Superseded values are not recommended for survey control.
 CZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0839.See file dsdata.txt to determine how the superseded data were derived.
 CZ0839
 CZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA689459(NAD 83)
 CZ0839_MARKER: DB = BENCH MARK DISK
 CZ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0839_STAMPING: B 113 1935
 CZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0839+STABILITY: SURFACE MOTION
 CZ0839
 CZ0839  HISTORY     - Date     Condition        Report By
 CZ0839  HISTORY     - 1935     MONUMENTED       CGS
 CZ0839  HISTORY     - 1951     GOOD             NGS
 CZ0839  HISTORY     - 1974     POOR             USGS
 CZ0839
 CZ0839                          STATION DESCRIPTION
 CZ0839
 CZ0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0839'2.25 MI S FROM THREE POINTS.
 CZ0839'2.25 MILES SOUTH OF A Y JUNCTION AND  STATION A 113 AT THEREE POINTS
 CZ0839'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 0.3 MILE SOUTH OF A
 CZ0839'CONCRETE BRIDGE WITH IRON RAILING OVER THE WASH, 0.25 MILE SOUTH OF A
 CZ0839'CATTLE GUARD ACROSS THE ROAD, 133 FEET SOUTHWEST OF THE CENTER OF THE
 CZ0839'ROAD AND WASH ACROSS THE ROAD WITH A CONCRETE RETAINING WALL, 40 FEET
 CZ0839'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF THE WITNESS
 CZ0839'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0839'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0839
 CZ0839                          STATION RECOVERY (1974)
 CZ0839
 CZ0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0839'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0844 ***********************************************************************
 CZ0844  DESIGNATION -  B 114
 CZ0844  PID         -  CZ0844
 CZ0844  STATE/COUNTY-  AZ/PIMA
 CZ0844  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0844
 CZ0844                         *CURRENT SURVEY CONTROL
 CZ0844  ___________________________________________________________________
 CZ0844* NAD 83(1986)-  32 09 02.     (N)    111 00 43.     (W)     SCALED    
 CZ0844* NAVD 88     -       747.89   (+/-2cm)    2453.7    (feet)  VERTCON   
 CZ0844  ___________________________________________________________________
 CZ0844  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0844
 CZ0844.The horizontal coordinates were scaled from a topographic map and have
 CZ0844.an estimated accuracy of +/- 6 seconds.
 CZ0844
 CZ0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0844.The vertical order pertains to the NGVD 29 superseded value.
 CZ0844
 CZ0844.The geoid height was determined by GEOID03.
 CZ0844
 CZ0844;                    North         East    Units  Estimated Accuracy
 CZ0844;SPC AZ C     -   127,920.      298,700.      MT  (+/- 180 meters Scaled)
 CZ0844
 CZ0844                          SUPERSEDED SURVEY CONTROL
 CZ0844
 CZ0844  NGVD 29 (??/??/92)  747.206  (m)         2451.46   (f) ADJ UNCH    2 0
 CZ0844
 CZ0844.Superseded values are not recommended for survey control.
 CZ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0844.See file dsdata.txt to determine how the superseded data were derived.
 CZ0844
 CZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA988571(NAD 83)
 CZ0844_MARKER: DB = BENCH MARK DISK
 CZ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0844_STAMPING: B 114 1935
 CZ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0844+STABILITY: SURFACE MOTION
 CZ0844
 CZ0844  HISTORY     - Date     Condition        Report By
 CZ0844  HISTORY     - 1935     MONUMENTED       CGS
 CZ0844  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0844
 CZ0844                          STATION DESCRIPTION
 CZ0844
 CZ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0844'4.2 MI S FROM TUCSON.
 CZ0844'4.2 MILES SOUTH ALONG THE AJO ROAD FROM TUCSON, PIMA COUNTY, THENCE
 CZ0844'2.1 MILES SOUTH ALONG THE SAN XAVIER ROAD.  0.3 MILE SOUTH OF THE
 CZ0844'JUNCTION OF A ROAD LEADING WEST TO MISSION MINES, 715 FEET NORTH OF
 CZ0844'THE NORTH BOUNDARY OF THE SAN XAVIER INDIAN RESERVATION, 210 FEET WEST
 CZ0844'OF A FENCE LINE, 140 FEET SOUTH OF A DIP IN THE ROAD, 62 FEET EAST OF
 CZ0844'THE CENTERLINE OF THE ROAD, AND 2 FEET LOWER THAN THE ROAD. A STANDARD
 CZ0844'DISK, STAMPED B 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0844
 CZ0844                          STATION RECOVERY (1966)
 CZ0844
 CZ0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0479 ***********************************************************************
 CG0479  DESIGNATION -  B 115
 CG0479  PID         -  CG0479
 CG0479  STATE/COUNTY-  AZ/PIMA
 CG0479  USGS QUAD   -  TWIN BUTTES (1981)
 CG0479
 CG0479                         *CURRENT SURVEY CONTROL
 CG0479  ___________________________________________________________________
 CG0479* NAD 83(1986)-  31 58 57.     (N)    111 06 58.     (W)     SCALED    
 CG0479* NAVD 88     -      1093.07   (+/-2cm)    3586.2    (feet)  VERTCON   
 CG0479  ___________________________________________________________________
 CG0479  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0479
 CG0479.The horizontal coordinates were scaled from a topographic map and have
 CG0479.an estimated accuracy of +/- 6 seconds.
 CG0479
 CG0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0479.The vertical order pertains to the NGVD 29 superseded value.
 CG0479
 CG0479.The geoid height was determined by GEOID03.
 CG0479
 CG0479;                    North         East    Units  Estimated Accuracy
 CG0479;SPC AZ C     -   109,210.      289,020.      MT  (+/- 180 meters Scaled)
 CG0479
 CG0479                          SUPERSEDED SURVEY CONTROL
 CG0479
 CG0479  NGVD 29 (??/??/92) 1092.310  (m)         3583.69   (f) ADJ UNCH    2 0
 CG0479
 CG0479.Superseded values are not recommended for survey control.
 CG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0479.See file dsdata.txt to determine how the superseded data were derived.
 CG0479
 CG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA890385(NAD 83)
 CG0479_MARKER: DB = BENCH MARK DISK
 CG0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0479_STAMPING: B 115 1935
 CG0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0479+STABILITY: SURFACE MOTION
 CG0479
 CG0479  HISTORY     - Date     Condition        Report By
 CG0479  HISTORY     - 1935     MONUMENTED       CGS
 CG0479  HISTORY     - 1961     GOOD             USGS
 CG0479  HISTORY     - 1976     GOOD             USGS
 CG0479
 CG0479                          STATION DESCRIPTION
 CG0479
 CG0479'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CG0479'0.7 MI N FROM SAN XAVIER.
 CG0479'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 1.7 MILES
 CG0479'WEST ALONG THE SOTO RANCH ROAD.  0.2 MILE SOUTHEAST OF A RANCH HOUSE,
 CG0479'55 FEET SOUTHEAST OF A WASH, AND 54 FEET SOUTHWEST OF THE CENTERLINE
 CG0479'OF THE ROAD.  A STANDARD DISK, STAMPED B 115 1935 AND SET IN THE TOP
 CG0479'OF A CONCRETE POST.  FROM SAN XAVIER, DRIVE NORTH ALONG OLD TUCSON
 CG0479'ROAD FOR 2.1 MI. TO A CROSS ROAD, TURN LEFT AND DRIVE 1.6 MI. TO A T
 CG0479'ROAD, TURN LEFT AND DRIVE 1.0 MI. TO L ROAD LEFT, TURN LEFT AND DRIVE
 CG0479'0.2 MI. TO A TRAIL LEFT TO OLD RANCH HOUSE, DRIVE 0.03 MI. TO HOUSE,
 CG0479'CONTINUE PAST CORRAL 0.15 MI. TO A ROAD FORK, TAKE LEFT FORK AND DRIVE
 CG0479'0.1 MI. TO BENCH MARK ON RIGHT, 54 FEET SW OF CENTERLINE OF TRAIL.
 CG0479
 CG0479                          STATION RECOVERY (1976)
 CG0479
 CG0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0479'SAN XAVIER, 2.1 MI. N. ALONG TWIN BUTTES RD. TO CROSS ROADS. TURN
 CG0479'LEFT, W. 1.6 MI TO T-RD. TURN LEFT S. 1.0 MI TO RD. BEND RIGHT,
 CG0479'CONTINUE WEST 0.25 MI TO T-RD. TURN LEFT, S. 0.25 MI TO DIM CROSS RDS
 CG0479'ON RIDGE. TURN LEFT NE. 0.15 MI TO T-RD. TURN RIGHT, SE. ALONG DIM
 CG0479'TRACK RD. 0.1 MI TO SMALL RIDGE BETWEEN TWO DRAINS. 70 FT. SE. OF RD.
 CG0479'AND DRAIN X-ING. 54 FT SW CENTERLINE DIM RD. SET IN TOP OF CONCRETE
 CG0479'POST. A STANDARD DISK STAMPED B 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0870 ***********************************************************************
 FS0870  DESIGNATION -  B 116
 FS0870  PID         -  FS0870
 FS0870  STATE/COUNTY-  AZ/MOHAVE
 FS0870  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0870
 FS0870                         *CURRENT SURVEY CONTROL
 FS0870  ___________________________________________________________________
 FS0870* NAD 83(1986)-  35 27 34.     (N)    114 39 20.     (W)     SCALED    
 FS0870* NAVD 88     -       176.166  (meters)     577.97   (feet)  POSTED    
 FS0870  ___________________________________________________________________
 FS0870  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FS0870  DYNAMIC HT  -         175.990 (meters)     577.39  (feet)  COMP
 FS0870  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 FS0870
 FS0870  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0870
 FS0870.The horizontal coordinates were scaled from a topographic map and have
 FS0870.an estimated accuracy of +/- 6 seconds.
 FS0870
 FS0870.The orthometric height was determined by differential leveling
 FS0870.and adjusted by the  in 1992.
 FS0870.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0870.rate of 1.1 thru 2.0 mm/km.
 FS0870
 FS0870.The geoid height was determined by GEOID03.
 FS0870
 FS0870.The dynamic height is computed by dividing the NAVD 88
 FS0870.geopotential number by the normal gravity value computed on the
 FS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0870.degrees latitude (g = 980.6199 gals.).
 FS0870
 FS0870.The modeled gravity was interpolated from observed gravity values.
 FS0870
 FS0870;                    North         East    Units  Estimated Accuracy
 FS0870;SPC AZ W     -   494,940.      131,160.      MT  (+/- 180 meters Scaled)
 FS0870
 FS0870                          SUPERSEDED SURVEY CONTROL
 FS0870
 FS0870  NGVD 29 (??/??/92)  175.462  (m)          575.66   (f) ADJ UNCH    1 2
 FS0870
 FS0870.Superseded values are not recommended for survey control.
 FS0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0870.See file dsdata.txt to determine how the superseded data were derived.
 FS0870
 FS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV127265(NAD 83)
 FS0870_MARKER: DB = BENCH MARK DISK
 FS0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0870_STAMPING: B 116 1935
 FS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0870+STABILITY: SURFACE MOTION
 FS0870
 FS0870  HISTORY     - Date     Condition        Report By
 FS0870  HISTORY     - 1935     MONUMENTED       CGS
 FS0870  HISTORY     - 1950     GOOD             NGS
 FS0870  HISTORY     - 1957     GOOD             USGS
 FS0870
 FS0870                          STATION DESCRIPTION
 FS0870
 FS0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0870'28.1 MI W FROM GRASSHOPPER JUNCTION.
 FS0870'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0870'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 20.7 MILES WEST
 FS0870'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.5
 FS0870'MILE SOUTHEAST OF A MINE, 0.2 MILE NORTHWEST OF A ROAD JUNCTION,
 FS0870'ABOUT 300 FEET NORTHWEST OF A CURVE, 21 FEET SOUTHWEST OF THE
 FS0870'CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF A FENCE, AND SET
 FS0870'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0870'NOTE-- THIS MARK IS INUNDATED BY LAKE MOJAVE.
 FS0870
 FS0870                          STATION RECOVERY (1957)
 FS0870
 FS0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0506 ***********************************************************************
 CG0506  DESIGNATION -  B 117
 CG0506  PID         -  CG0506
 CG0506  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0506  USGS QUAD   -  AMADO (1981)
 CG0506
 CG0506                         *CURRENT SURVEY CONTROL
 CG0506  ___________________________________________________________________
 CG0506* NAD 83(1986)-  31 43 35.     (N)    111 05 40.     (W)     SCALED    
 CG0506* NAVD 88     -       969.26   (+/-2cm)    3180.0    (feet)  VERTCON   
 CG0506  ___________________________________________________________________
 CG0506  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0506
 CG0506.The horizontal coordinates were scaled from a topographic map and have
 CG0506.an estimated accuracy of +/- 6 seconds.
 CG0506
 CG0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0506.The vertical order pertains to the NGVD 29 superseded value.
 CG0506
 CG0506.The geoid height was determined by GEOID03.
 CG0506
 CG0506;                    North         East    Units  Estimated Accuracy
 CG0506;SPC AZ C     -    80,830.      291,280.      MT  (+/- 180 meters Scaled)
 CG0506
 CG0506                          SUPERSEDED SURVEY CONTROL
 CG0506
 CG0506  NGVD 29 (??/??/92)  968.470  (m)         3177.39   (f) ADJ UNCH    2 0
 CG0506
 CG0506.Superseded values are not recommended for survey control.
 CG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0506.See file dsdata.txt to determine how the superseded data were derived.
 CG0506
 CG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA910101(NAD 83)
 CG0506_MARKER: DB = BENCH MARK DISK
 CG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0506_STAMPING: B 117 1935
 CG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0506+STABILITY: SURFACE MOTION
 CG0506
 CG0506  HISTORY     - Date     Condition        Report By
 CG0506  HISTORY     - 1935     MONUMENTED       CGS
 CG0506  HISTORY     - 1953     GOOD             NGS
 CG0506
 CG0506                          STATION DESCRIPTION
 CG0506
 CG0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0506'3.4 MI NW FROM AMADO.
 CG0506'1.4 MILES NORTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0506'THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 0.1 MILE SOUTHEAST OF A
 CG0506'CATTLE GUARD, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 CG0506'SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 CG0506'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0506'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0615 ***********************************************************************
 CG0615  DESIGNATION -  B 118
 CG0615  PID         -  CG0615
 CG0615  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0615  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0615
 CG0615                         *CURRENT SURVEY CONTROL
 CG0615  ___________________________________________________________________
 CG0615* NAD 83(1986)-  31 23 19.     (N)    111 02 57.     (W)     SCALED    
 CG0615* NAVD 88     -      1218.93   (+/-2cm)    3999.1    (feet)  VERTCON   
 CG0615  ___________________________________________________________________
 CG0615  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0615
 CG0615.The horizontal coordinates were scaled from a topographic map and have
 CG0615.an estimated accuracy of +/- 6 seconds.
 CG0615
 CG0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0615.The vertical order pertains to the NGVD 29 superseded value.
 CG0615
 CG0615.The geoid height was determined by GEOID03.
 CG0615
 CG0615;                    North         East    Units  Estimated Accuracy
 CG0615;SPC AZ C     -    43,410.      295,870.      MT  (+/- 180 meters Scaled)
 CG0615
 CG0615                          SUPERSEDED SURVEY CONTROL
 CG0615
 CG0615  NGVD 29 (??/??/92) 1218.021  (m)         3996.12   (f) ADJ UNCH    2 0
 CG0615
 CG0615.Superseded values are not recommended for survey control.
 CG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0615.See file dsdata.txt to determine how the superseded data were derived.
 CG0615
 CG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV953726(NAD 83)
 CG0615_MARKER: DB = BENCH MARK DISK
 CG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0615_STAMPING: B 118 1935
 CG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0615+STABILITY: SURFACE MOTION
 CG0615
 CG0615  HISTORY     - Date     Condition        Report By
 CG0615  HISTORY     - 1935     MONUMENTED       CGS
 CG0615  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0615
 CG0615                          STATION DESCRIPTION
 CG0615
 CG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0615'7.3 MI N FROM NOGALES.
 CG0615'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0615'STATION AT NOGALES, SANTA CRUZ COUNTY, THENCE 7.0 MILES WEST ALONG THE
 CG0615'RUBY ROAD.  0.4 MILE WEST OF A RANCH ON THE SOUTH SIDE OF THE ROAD, 72
 CG0615'FEET EAST OF A 36-INCH BLACK OAK TREE, 40 FEET SOUTH OF THE CENTERLINE
 CG0615'OF THE ROAD, 31 FEET NORTH OF A LINE OF POLES, AND 20 FEET SOUTH OF A
 CG0615'WASH.  A STANDARD DISK, STAMPED B 118 1935 AND SET IN THE TOP OF A
 CG0615'CONCRETE POST.
 CG0615
 CG0615                          STATION RECOVERY (1976)
 CG0615
 CG0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0104 ***********************************************************************
 FS0104  DESIGNATION -  B 119
 FS0104  PID         -  FS0104
 FS0104  STATE/COUNTY-  AZ/MOHAVE
 FS0104  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0104
 FS0104                         *CURRENT SURVEY CONTROL
 FS0104  ___________________________________________________________________
 FS0104* NAD 83(2007)-  35 47 56.97087(N)    114 31 19.18801(W)     ADJUSTED  
 FS0104* NAVD 88     -       685.747  (meters)    2249.82   (feet)  ADJUSTED  
 FS0104  ___________________________________________________________________
 FS0104  EPOCH DATE  -        2007.00
 FS0104  X           -  -2,149,754.069 (meters)                     COMP
 FS0104  Y           -  -4,712,409.613 (meters)                     COMP
 FS0104  Z           -   3,710,524.586 (meters)                     COMP
 FS0104  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FS0104  ELLIP HEIGHT-         657.505 (meters)          (03/02/09) ADJUSTED
 FS0104  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0104  DYNAMIC HT  -         685.034 (meters)    2247.48  (feet)  COMP
 FS0104  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 FS0104
 FS0104  HORZ ORDER  -  A
 FS0104  VERT ORDER  -  FIRST     CLASS I
 FS0104  ELLP ORDER  -  FOURTH    CLASS I
 FS0104
 FS0104.The horizontal coordinates were established by GPS observations
 FS0104.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS0104
 FS0104.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0104.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0104.The horizontal coordinates are valid at the epoch date displayed above.
 FS0104.The epoch date for horizontal control is a decimal equivalence
 FS0104.of Year/Month/Day.
 FS0104
 FS0104.The orthometric height was determined by differential leveling
 FS0104.and adjusted in June 1991.
 FS0104
 FS0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0104
 FS0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0104
 FS0104.The ellipsoidal height was determined by GPS observations
 FS0104.and is referenced to NAD 83.
 FS0104
 FS0104.The geoid height was determined by GEOID03.
 FS0104
 FS0104.The dynamic height is computed by dividing the NAVD 88
 FS0104.geopotential number by the normal gravity value computed on the
 FS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0104.degrees latitude (g = 980.6199 gals.).
 FS0104
 FS0104.The modeled gravity was interpolated from observed gravity values.
 FS0104
 FS0104;                    North         East     Units Scale Factor Converg.
 FS0104;SPC AZ W     -   532,523.059   143,581.849   MT  0.99999331   -0 27 05.7
 FS0104;SPC AZ W     - 1,747,122.90    471,069.06   iFT  0.99999331   -0 27 05.7
 FS0104;UTM  11      - 3,964,506.076   723,923.690   MT  1.00021791   +1 27 00.4
 FS0104
 FS0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0104!SPC AZ W     -   0.99989681  x   0.99999331  =   0.99989012
 FS0104!UTM  11      -   0.99989681  x   1.00021791  =   1.00011470
 FS0104
 FS0104                          SUPERSEDED SURVEY CONTROL
 FS0104
 FS0104  NAVD 88 (03/02/09)  685.75   (m)         2249.8    (f) LEVELING    3  
 FS0104  NGVD 29 (??/??/92)  685.017  (m)         2247.43   (f) ADJ UNCH    1 1
 FS0104
 FS0104.Superseded values are not recommended for survey control.
 FS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0104.See file dsdata.txt to determine how the superseded data were derived.
 FS0104
 FS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2392464506(NAD 83)
 FS0104_MARKER: DB = BENCH MARK DISK
 FS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0104_STAMPING: B 119 1935
 FS0104_MARK LOGO: CGS   
 FS0104_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0104+STABILITY: SURFACE MOTION
 FS0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0104+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 FS0104
 FS0104  HISTORY     - Date     Condition        Report By
 FS0104  HISTORY     - 1935     MONUMENTED       CGS
 FS0104  HISTORY     - 1950     GOOD             NGS
 FS0104  HISTORY     - 1963     GOOD             NGS
 FS0104  HISTORY     - 1982     GOOD             NGS
 FS0104  HISTORY     - 20080619 GOOD             GEOANA
 FS0104
 FS0104                          STATION DESCRIPTION
 FS0104
 FS0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0104'24.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0104'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 FS0104'THENCE 17.8 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 21.6 MILES
 FS0104'SOUTHEAST OF HOOVER DAM, 0.8 MILE EAST OF THE JUNCTION OF U.S.
 FS0104'HIGHWAY 93, 0.75 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH DIRT
 FS0104'ROAD, 53 1/2 FEET WEST OF A 10-INCH JOSHUA TREE, 42 1/2 FEET NORTH
 FS0104'OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTHEAST OF A WITNESS
 FS0104'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0104'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0104
 FS0104                          STATION RECOVERY (1963)
 FS0104
 FS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0104'RECOVERED IN GOOD CONDITION.
 FS0104
 FS0104                          STATION RECOVERY (1982)
 FS0104
 FS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0104'32.8 KM (20.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0104'OF HOOVER DAM, THENCE 1.3 KM (0.8 MI) EAST ALONG A DIM TRACK ROAD, 1.3
 FS0104'KM (0.8 MI) EAST OF BENCH MARK A 119 RESET 1981, 16.2 METERS (53 FT)
 FS0104'WEST OF A 10-INCH JOSHUA TREE, 12.8 METERS (42 FT) NORTH OF THE CENTER
 FS0104'OF THE TRACK ROAD.
 FS0104'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 FS0104'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FS0104
 FS0104                          STATION RECOVERY (2008)
 FS0104
 FS0104'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0104'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY DUSTIN
 FS0104'BONIVERT (MOHAVE COUNTY) FOLLOWS.
 FS0104' 
 FS0104'TO REACH FROM THE INTERSECTION OF HIGHWAY 68 AND HIGHWAY 93, GO NORTH
 FS0104'ON HIGHWAY 93 FOR 47.3 MI (76.1 KM) TO A WIRE GATE IN RIGHT-OF-WAY
 FS0104'FENCE ON EAST SIDE OF HIGHWAY, 0.9 MI (1.4 KM) NORTH OF MILE MARKER
 FS0104'22.  GO EAST THROUGH WIRE GATE ON DIRT TRACK FOR 0.5 MI (0.8 KM) TO
 FS0104'FORK IN ROAD.  STAY RIGHT ON FORK AND CONTINUE SOUTHEAST FOR 0.1 MI
 FS0104'(0.2 KM) TO STATION ON LEFT.
 FS0104' 
 FS0104'THE STATION IS A 3 INCH (8 CM) BRASS DISK IN CONCRETE 10 INCHES (25
 FS0104'CM) ABOVE GRADE ADJACENT TO A 4 INCH (10 CM) SQUARE POST.  THE STATION
 FS0104'IS ABOUT 45 FT (15 M) EAST OF THE CENTERLINE OF THE DIRT TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0652 ***********************************************************************
 ET0652  DESIGNATION -  B 12
 ET0652  PID         -  ET0652
 ET0652  STATE/COUNTY-  AZ/LA PAZ
 ET0652  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0652
 ET0652                         *CURRENT SURVEY CONTROL
 ET0652  ___________________________________________________________________
 ET0652* NAD 83(1986)-  34 11 57.     (N)    113 28 02.     (W)     SCALED    
 ET0652* NAVD 88     -       483.03   (+/-2cm)    1584.7    (feet)  VERTCON   
 ET0652  ___________________________________________________________________
 ET0652  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ET0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0652
 ET0652.The horizontal coordinates were scaled from a topographic map and have
 ET0652.an estimated accuracy of +/- 6 seconds.
 ET0652
 ET0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0652.The vertical order pertains to the NGVD 29 superseded value.
 ET0652
 ET0652.The geoid height was determined by GEOID03.
 ET0652
 ET0652;                    North         East    Units  Estimated Accuracy
 ET0652;SPC AZ W     -   354,790.      239,420.      MT  (+/- 180 meters Scaled)
 ET0652
 ET0652                          SUPERSEDED SURVEY CONTROL
 ET0652
 ET0652  NGVD 29 (??/??/92)  482.355  (m)         1582.53   (f) ADJ UNCH    1 2
 ET0652
 ET0652.Superseded values are not recommended for survey control.
 ET0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0652.See file dsdata.txt to determine how the superseded data were derived.
 ET0652
 ET0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC726869(NAD 83)
 ET0652_MARKER: DB = BENCH MARK DISK
 ET0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0652_STAMPING: 1582.526 B 12 1927
 ET0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0652+STABILITY: SURFACE MOTION
 ET0652
 ET0652  HISTORY     - Date     Condition        Report By
 ET0652  HISTORY     - 1927     MONUMENTED       CGS
 ET0652  HISTORY     - 1934     GOOD             NGS
 ET0652  HISTORY     - 20010730 MARK NOT FOUND   NGS
 ET0652
 ET0652                          STATION DESCRIPTION
 ET0652
 ET0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0652'30.1 MI N FROM WENDEN.
 ET0652'30.1 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0652'WENDEN, YUMA COUNTY, 3.1 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0652'LEADING TO CONGRESS JUNCTION, ON A SMALL FLAT, 50 FEET SOUTH OF THE
 ET0652'SOUTHEAST BANK OF A WASH, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 ET0652'ROAD, AND 2 FEET SOUTH OF A ROCK PILE.  A STANDARD DISK, STAMPED
 ET0652'1582.526 B 12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 ET0652'INCHES ABOVE GROUND.
 ET0652
 ET0652                          STATION RECOVERY (2001)
 ET0652
 ET0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0652'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0386 ***********************************************************************
 FS0386  DESIGNATION -  B 120
 FS0386  PID         -  FS0386
 FS0386  STATE/COUNTY-  AZ/MOHAVE
 FS0386  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0386
 FS0386                         *CURRENT SURVEY CONTROL
 FS0386  ___________________________________________________________________
 FS0386* NAD 83(1986)-  35 58 21.     (N)    114 29 19.     (W)     SCALED    
 FS0386* NAVD 88     -       474.965  (meters)    1558.28   (feet)  POSTED    
 FS0386  ___________________________________________________________________
 FS0386  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0386  DYNAMIC HT  -         474.490 (meters)    1556.72  (feet)  COMP
 FS0386  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 FS0386
 FS0386  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0386
 FS0386.The horizontal coordinates were scaled from a topographic map and have
 FS0386.an estimated accuracy of +/- 6 seconds.
 FS0386
 FS0386.The orthometric height was determined by differential leveling
 FS0386.and adjusted by the  in 1992.
 FS0386.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0386.rate of 0.0 thru 1.0 mm/km.
 FS0386
 FS0386.The geoid height was determined by GEOID03.
 FS0386
 FS0386.The dynamic height is computed by dividing the NAVD 88
 FS0386.geopotential number by the normal gravity value computed on the
 FS0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0386.degrees latitude (g = 980.6199 gals.).
 FS0386
 FS0386.The modeled gravity was interpolated from observed gravity values.
 FS0386
 FS0386;                    North         East    Units  Estimated Accuracy
 FS0386;SPC AZ W     -   551,730.      146,750.      MT  (+/- 180 meters Scaled)
 FS0386
 FS0386                          SUPERSEDED SURVEY CONTROL
 FS0386
 FS0386  NGVD 29 (??/??/92)  474.245  (m)         1555.92   (f) ADJ UNCH    1 1
 FS0386
 FS0386.Superseded values are not recommended for survey control.
 FS0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0386.See file dsdata.txt to determine how the superseded data were derived.
 FS0386
 FS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV264838(NAD 83)
 FS0386_MARKER: DB = BENCH MARK DISK
 FS0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0386_STAMPING: B 120 1935
 FS0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0386+STABILITY: SURFACE MOTION
 FS0386
 FS0386  HISTORY     - Date     Condition        Report By
 FS0386  HISTORY     - 1935     MONUMENTED       CGS
 FS0386  HISTORY     - 1950     GOOD             NGS
 FS0386  HISTORY     - 1963     GOOD             NGS
 FS0386
 FS0386                          STATION DESCRIPTION
 FS0386
 FS0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0386'6.9 MI S FROM MOUTH OF DETRITAL WASH.
 FS0386'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0386'MEAD, AT A POINT WHERE THE LINE RUNS ALONG AN OLD ABANDONED
 FS0386'ROAD, ABOUT 300 YARDS WEST OF THE WEST BANK OF THE WASH, ON THE
 FS0386'TOP OF A BARREN RIDGE, 77 1/2 FEET SOUTHEAST OF THE CENTER
 FS0386'LINE OF THE ROAD, 69 FEET NORTH OF THE TOP OF THE NORTH BANK
 FS0386'OF A DEEP WASH, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET
 FS0386'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0386'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 FS0386
 FS0386                          STATION RECOVERY (1963)
 FS0386
 FS0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0644 ***********************************************************************
 CG0644  DESIGNATION -  B 121
 CG0644  PID         -  CG0644
 CG0644  STATE/COUNTY-  AZ/PIMA
 CG0644  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0644
 CG0644                         *CURRENT SURVEY CONTROL
 CG0644  ___________________________________________________________________
 CG0644* NAD 83(1986)-  31 58 00.     (N)    111 41 54.     (W)     SCALED    
 CG0644* NAVD 88     -       930.73   (+/-2cm)    3053.6    (feet)  VERTCON   
 CG0644  ___________________________________________________________________
 CG0644  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0644
 CG0644.The horizontal coordinates were scaled from a topographic map and have
 CG0644.an estimated accuracy of +/- 6 seconds.
 CG0644
 CG0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0644.The vertical order pertains to the NGVD 29 superseded value.
 CG0644
 CG0644.The geoid height was determined by GEOID03.
 CG0644
 CG0644;                    North         East    Units  Estimated Accuracy
 CG0644;SPC AZ C     -   107,190.      234,000.      MT  (+/- 180 meters Scaled)
 CG0644
 CG0644                          SUPERSEDED SURVEY CONTROL
 CG0644
 CG0644  NGVD 29 (??/??/92)  929.983  (m)         3051.12   (f) ADJ UNCH    2 0
 CG0644
 CG0644.Superseded values are not recommended for survey control.
 CG0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0644.See file dsdata.txt to determine how the superseded data were derived.
 CG0644
 CG0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA340369(NAD 83)
 CG0644_MARKER: DB = BENCH MARK DISK
 CG0644_SETTING: 66 = SET IN ROCK OUTCROP
 CG0644_SP_SET: GRANITE OUTCRP
 CG0644_STAMPING: B 121 1935
 CG0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0644+STABILITY: POSITION/ELEVATION WELL
 CG0644
 CG0644  HISTORY     - Date     Condition        Report By
 CG0644  HISTORY     - 1935     MONUMENTED       CGS
 CG0644  HISTORY     - 1952     GOOD             NGS
 CG0644
 CG0644                          STATION DESCRIPTION
 CG0644
 CG0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0644'15.35 MI E FROM SELLS.
 CG0644'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0644'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 2.25 MILES
 CG0644'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.2 MILE NORTH OF A T
 CG0644'JUNCTION OF A DIM ROAD LEADING EAST, AT THE TOP OF A STEEP INCLINE,
 CG0644'AND SET IN THE TOP OF A GRANITE OUTCROP ON THE EAST SIDE OF THE ROAD,
 CG0644'0.45 MILE NORTH OF A CATTLE GUARD, 90 1/2 FEET NORTH OF THE CENTER OF
 CG0644'THE ROAD AND WASH CROSSING THE ROAD, 37 1/2 FEET EAST OF THE CENTER
 CG0644'LINE OF THE ROAD, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0661 ***********************************************************************
 CG0661  DESIGNATION -  B 122
 CG0661  PID         -  CG0661
 CG0661  STATE/COUNTY-  AZ/PIMA
 CG0661  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0661
 CG0661                         *CURRENT SURVEY CONTROL
 CG0661  ___________________________________________________________________
 CG0661* NAD 83(1986)-  31 51 51.     (N)    111 38 53.     (W)     SCALED    
 CG0661* NAVD 88     -      1070.65   (+/-2cm)    3512.6    (feet)  VERTCON   
 CG0661  ___________________________________________________________________
 CG0661  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CG0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0661
 CG0661.The horizontal coordinates were scaled from a topographic map and have
 CG0661.an estimated accuracy of +/- 6 seconds.
 CG0661
 CG0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0661.The vertical order pertains to the NGVD 29 superseded value.
 CG0661
 CG0661.The geoid height was determined by GEOID03.
 CG0661
 CG0661;                    North         East    Units  Estimated Accuracy
 CG0661;SPC AZ C     -    95,840.      238,780.      MT  (+/- 180 meters Scaled)
 CG0661
 CG0661                          SUPERSEDED SURVEY CONTROL
 CG0661
 CG0661  NGVD 29 (??/??/92) 1069.871  (m)         3510.07   (f) ADJ UNCH    2 0
 CG0661
 CG0661.Superseded values are not recommended for survey control.
 CG0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0661.See file dsdata.txt to determine how the superseded data were derived.
 CG0661
 CG0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA386255(NAD 83)
 CG0661_MARKER: DB = BENCH MARK DISK
 CG0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0661_STAMPING: B 122 1935
 CG0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0661+STABILITY: SURFACE MOTION
 CG0661
 CG0661  HISTORY     - Date     Condition        Report By
 CG0661  HISTORY     - 1935     MONUMENTED       CGS
 CG0661  HISTORY     - 1952     GOOD             NGS
 CG0661
 CG0661                          STATION DESCRIPTION
 CG0661
 CG0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0661'14.8 MI NE FROM TOPAWA.
 CG0661'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0661'TOPAWA, THENCE 5.9 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0661'0.1 MILE SOUTHWEST OF THE Y JUNCTION OF A ROAD LEADING NORTHEAST, 49
 CG0661'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8.3 FEET NORTHWEST OF A
 CG0661'FENCE LINE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 CG0661'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CG0661'THE GROUND, AND A METAL TAG ON A STAKE STAMPED 3510.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0760 ***********************************************************************
 CG0760  DESIGNATION -  B 123
 CG0760  PID         -  CG0760
 CG0760  STATE/COUNTY-  AZ/PIMA
 CG0760  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0760
 CG0760                         *CURRENT SURVEY CONTROL
 CG0760  ___________________________________________________________________
 CG0760* NAD 83(1986)-  31 36 59.     (N)    111 44 41.     (W)     SCALED    
 CG0760* NAVD 88     -       791.27   (+/-2cm)    2596.0    (feet)  VERTCON   
 CG0760  ___________________________________________________________________
 CG0760  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CG0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0760
 CG0760.The horizontal coordinates were scaled from a topographic map and have
 CG0760.an estimated accuracy of +/- 6 seconds.
 CG0760
 CG0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0760.The vertical order pertains to the NGVD 29 superseded value.
 CG0760
 CG0760.The geoid height was determined by GEOID03.
 CG0760
 CG0760;                    North         East    Units  Estimated Accuracy
 CG0760;SPC AZ C     -    68,350.      229,670.      MT  (+/- 180 meters Scaled)
 CG0760
 CG0760                          SUPERSEDED SURVEY CONTROL
 CG0760
 CG0760  NGVD 29 (??/??/92)  790.528  (m)         2593.59   (f) ADJ UNCH    2 0
 CG0760
 CG0760.Superseded values are not recommended for survey control.
 CG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0760.See file dsdata.txt to determine how the superseded data were derived.
 CG0760
 CG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV293981(NAD 83)
 CG0760_MARKER: DB = BENCH MARK DISK
 CG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0760_STAMPING: B 123 1935
 CG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0760+STABILITY: SURFACE MOTION
 CG0760
 CG0760  HISTORY     - Date     Condition        Report By
 CG0760  HISTORY     - 1935     MONUMENTED       CGS
 CG0760  HISTORY     - 1952     GOOD             NGS
 CG0760
 CG0760                          STATION DESCRIPTION
 CG0760
 CG0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0760'2.34 MI E FROM SAN MIGUEL.
 CG0760'2.34 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION
 CG0760'SCHOOL AT SAN MIGUEL, 0.75 MILES WEST OF THE INTERSECTION OF A GRAVEL
 CG0760'ROAD LEADING SOUTHEAST, 211 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CG0760'2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 CG0760'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CG0760'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0476 ***********************************************************************
 FR0476  DESIGNATION -  B 124
 FR0476  PID         -  FR0476
 FR0476  STATE/COUNTY-  AZ/MOHAVE
 FR0476  USGS QUAD   -  VALENTINE (1980)
 FR0476
 FR0476                         *CURRENT SURVEY CONTROL
 FR0476  ___________________________________________________________________
 FR0476* NAD 83(1986)-  35 23 38.     (N)    113 44 56.     (W)     SCALED    
 FR0476* NAVD 88     -      1086.248  (meters)    3563.80   (feet)  ADJUSTED  
 FR0476  ___________________________________________________________________
 FR0476  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0476  DYNAMIC HT  -        1084.954 (meters)    3559.55  (feet)  COMP
 FR0476  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 FR0476
 FR0476  VERT ORDER  -  FIRST     CLASS I
 FR0476
 FR0476.The horizontal coordinates were scaled from a topographic map and have
 FR0476.an estimated accuracy of +/- 6 seconds.
 FR0476
 FR0476.The orthometric height was determined by differential leveling
 FR0476.and adjusted in June 1991.
 FR0476
 FR0476.The geoid height was determined by GEOID03.
 FR0476
 FR0476.The dynamic height is computed by dividing the NAVD 88
 FR0476.geopotential number by the normal gravity value computed on the
 FR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0476.degrees latitude (g = 980.6199 gals.).
 FR0476
 FR0476.The modeled gravity was interpolated from observed gravity values.
 FR0476
 FR0476;                    North         East    Units  Estimated Accuracy
 FR0476;SPC AZ W     -   487,290.      213,460.      MT  (+/- 180 meters Scaled)
 FR0476
 FR0476                          SUPERSEDED SURVEY CONTROL
 FR0476
 FR0476  NGVD 29 (??/??/92) 1085.447  (m)         3561.17   (f) ADJ UNCH    1 1
 FR0476
 FR0476.Superseded values are not recommended for survey control.
 FR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0476.See file dsdata.txt to determine how the superseded data were derived.
 FR0476
 FR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE503201(NAD 83)
 FR0476_MARKER: DB = BENCH MARK DISK
 FR0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0476_STAMPING: B 124 1935
 FR0476_MARK LOGO: CGS   
 FR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0476+STABILITY: SURFACE MOTION
 FR0476
 FR0476  HISTORY     - Date     Condition        Report By
 FR0476  HISTORY     - 1935     MONUMENTED       CGS
 FR0476  HISTORY     - 1940     GOOD             NGS
 FR0476  HISTORY     - 1961     GOOD             NGS
 FR0476  HISTORY     - 1982     GOOD             NGS
 FR0476
 FR0476                          STATION DESCRIPTION
 FR0476
 FR0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0476'2.1 MI NW FROM HACKBERRY.
 FR0476'2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0476'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 430 FEET NORTHWEST OF A
 FR0476'ROAD CROSSING, 225 FEET EAST OF MILEPOST 491, AT CONCRETE CULVERT D
 FR0476'491, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET
 FR0476'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE
 FR0476'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 124 1935.
 FR0476
 FR0476                          STATION RECOVERY (1961)
 FR0476
 FR0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0476'RECOVERED IN GOOD CONDITION.
 FR0476
 FR0476                          STATION RECOVERY (1982)
 FR0476
 FR0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0476'41.2 KM (25.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0476'FE RAILROAD FROM THE STATION AT KINGMAN, 131.0 METERS (430 FEET)
 FR0476'NORTHWEST OF A ROAD CROSSING, 68.6 METERS (225.0 FEET) EAST OF MILE
 FR0476'POST 491, 3.65 METERS (12.0 FEET) NORTHEAST OF THE CENTER OF THE
 FR0476'TRACK, IN TOP OF THE EAST END OF THE NORTH HEADWALL.
 FR0476'THE MARK IS 1.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0521 ***********************************************************************
 FR0521  DESIGNATION -  B 125
 FR0521  PID         -  FR0521
 FR0521  STATE/COUNTY-  AZ/MOHAVE
 FR0521  USGS QUAD   -  ANTARES (1980)
 FR0521
 FR0521                         *CURRENT SURVEY CONTROL
 FR0521  ___________________________________________________________________
 FR0521* NAD 83(1986)-  35 25 01.     (N)    113 45 33.     (W)     SCALED    
 FR0521* NAVD 88     -      1033.950  (meters)    3392.22   (feet)  POSTED    
 FR0521  ___________________________________________________________________
 FR0521  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0521  DYNAMIC HT  -        1032.730 (meters)    3388.22  (feet)  COMP
 FR0521  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 FR0521
 FR0521  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0521
 FR0521.The horizontal coordinates were scaled from a topographic map and have
 FR0521.an estimated accuracy of +/- 6 seconds.
 FR0521
 FR0521.The orthometric height was determined by differential leveling
 FR0521.and adjusted by the  in 1992.
 FR0521.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0521.rate of 1.1 thru 2.0 mm/km.
 FR0521
 FR0521.The geoid height was determined by GEOID03.
 FR0521
 FR0521.The dynamic height is computed by dividing the NAVD 88
 FR0521.geopotential number by the normal gravity value computed on the
 FR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0521.degrees latitude (g = 980.6199 gals.).
 FR0521
 FR0521.The modeled gravity was interpolated from observed gravity values.
 FR0521
 FR0521;                    North         East    Units  Estimated Accuracy
 FR0521;SPC AZ W     -   489,840.      212,530.      MT  (+/- 180 meters Scaled)
 FR0521
 FR0521                          SUPERSEDED SURVEY CONTROL
 FR0521
 FR0521  NGVD 29 (??/??/92) 1033.152  (m)         3389.60   (f) ADJ UNCH    1 1
 FR0521
 FR0521.Superseded values are not recommended for survey control.
 FR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0521.See file dsdata.txt to determine how the superseded data were derived.
 FR0521
 FR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE494227(NAD 83)
 FR0521_MARKER: DB = BENCH MARK DISK
 FR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0521_STAMPING: B 125 1935
 FR0521_MARK LOGO: CGS   
 FR0521_PROJECTION: PROJECTING 7 CENTIMETERS
 FR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0521+STABILITY: SURFACE MOTION
 FR0521
 FR0521  HISTORY     - Date     Condition        Report By
 FR0521  HISTORY     - 1935     MONUMENTED       CGS
 FR0521  HISTORY     - 1940     GOOD             NGS
 FR0521  HISTORY     - 1982     GOOD             NGS
 FR0521
 FR0521                          STATION DESCRIPTION
 FR0521
 FR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0521'3.8 MI N FROM HACKBERRY.
 FR0521'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0521'HACKBERRY, PROCEED NORTHWARD ALONG THE ROAD TOWARDS PIERCES FERRY, GO
 FR0521'3.8 MILES.  BENCH MARK IS 2.0 MILES NORTH OF THE INTERSECTION OF THE
 FR0521'ROAD TO PIERCES FERRY WITH U. S. HIGHWAY NO. 66. ABOUT 0.1 MILE
 FR0521'NORTHWEST OF POINT OF ROCKY HILL. 18 FEET SOUTHWEST OF THE CENTER LINE
 FR0521'OF THE ROAD. 3.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN POST
 FR0521'PROJECTING 2.0 FEET.  STD. DISK B M IN CONCRETE POST PROJECTING 0.4
 FR0521'FOOT.
 FR0521
 FR0521                          STATION RECOVERY (1982)
 FR0521
 FR0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0521'41.4 KM (25.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0521'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 3.5 KM (2.2 MILES )
 FR0521'NORTHWEST ALONG A DIRT ROAD, ABOUT 0.16 KM (0.1 MI) NORTHWEST OF A
 FR0521'ROCKY HILL, 5.5 METERS (18.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 FR0521'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0455 ***********************************************************************
 FS0455  DESIGNATION -  B 126
 FS0455  PID         -  FS0455
 FS0455  STATE/COUNTY-  AZ/MOHAVE
 FS0455  USGS QUAD   -  GARNET MTN (1989)
 FS0455
 FS0455                         *CURRENT SURVEY CONTROL
 FS0455  ___________________________________________________________________
 FS0455* NAD 83(1986)-  35 51 36.     (N)    114 04 26.     (W)     SCALED    
 FS0455* NAVD 88     -      1239.605  (meters)    4066.94   (feet)  POSTED    
 FS0455  ___________________________________________________________________
 FS0455  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 FS0455  DYNAMIC HT  -        1238.180 (meters)    4062.26  (feet)  COMP
 FS0455  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 FS0455
 FS0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0455
 FS0455.The horizontal coordinates were scaled from a topographic map and have
 FS0455.an estimated accuracy of +/- 6 seconds.
 FS0455
 FS0455.The orthometric height was determined by differential leveling
 FS0455.and adjusted by the  in 1992.
 FS0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0455.rate of 0.0 thru 1.0 mm/km.
 FS0455
 FS0455.The geoid height was determined by GEOID03.
 FS0455
 FS0455.The dynamic height is computed by dividing the NAVD 88
 FS0455.geopotential number by the normal gravity value computed on the
 FS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0455.degrees latitude (g = 980.6199 gals.).
 FS0455
 FS0455.The modeled gravity was interpolated from observed gravity values.
 FS0455
 FS0455;                    North         East    Units  Estimated Accuracy
 FS0455;SPC AZ W     -   539,050.      184,110.      MT  (+/- 180 meters Scaled)
 FS0455
 FS0455                          SUPERSEDED SURVEY CONTROL
 FS0455
 FS0455  NGVD 29 (??/??/92) 1238.824  (m)         4064.38   (f) ADJ UNCH    1 1
 FS0455
 FS0455.Superseded values are not recommended for survey control.
 FS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0455.See file dsdata.txt to determine how the superseded data were derived.
 FS0455
 FS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV642723(NAD 83)
 FS0455_MARKER: DB = BENCH MARK DISK
 FS0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0455_STAMPING: B 126 1935
 FS0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0455+STABILITY: SURFACE MOTION
 FS0455
 FS0455  HISTORY     - Date     Condition        Report By
 FS0455  HISTORY     - 1935     MONUMENTED       CGS
 FS0455  HISTORY     - 1950     GOOD             NGS
 FS0455  HISTORY     - 1986     GOOD             USPSQD
 FS0455
 FS0455                          STATION DESCRIPTION
 FS0455
 FS0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0455'20.9 MI S FROM PIERCES FERRY.
 FS0455'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0455'RANGER STATION AT PIERCES FERRY, THENCE 7.5 MILES SOUTH ALONG
 FS0455'A DIRT ROAD, 55 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 FS0455'A DIRT ROAD LEADING SOUTHEAST, 18 FEET WEST OF THE CENTER LINE
 FS0455'OF THE ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 FS0455'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0455'PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0455
 FS0455                          STATION RECOVERY (1986)
 FS0455
 FS0455'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0390 ***********************************************************************
 GR0390  DESIGNATION -  B 127
 GR0390  PID         -  GR0390
 GR0390  STATE/COUNTY-  AZ/MOHAVE
 GR0390  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0390
 GR0390                         *CURRENT SURVEY CONTROL
 GR0390  ___________________________________________________________________
 GR0390* NAD 83(1986)-  36 06 24.     (N)    114 02 53.     (W)     SCALED    
 GR0390* NAVD 88     -       655.104  (meters)    2149.29   (feet)  POSTED    
 GR0390  ___________________________________________________________________
 GR0390  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GR0390  DYNAMIC HT  -         654.410 (meters)    2147.01  (feet)  COMP
 GR0390  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 GR0390
 GR0390  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0390
 GR0390.The horizontal coordinates were scaled from a topographic map and have
 GR0390.an estimated accuracy of +/- 6 seconds.
 GR0390
 GR0390.The orthometric height was determined by differential leveling
 GR0390.and adjusted by the  in 1992.
 GR0390.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0390.rate of 0.0 thru 1.0 mm/km.
 GR0390
 GR0390.The geoid height was determined by GEOID03.
 GR0390
 GR0390.The dynamic height is computed by dividing the NAVD 88
 GR0390.geopotential number by the normal gravity value computed on the
 GR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0390.degrees latitude (g = 980.6199 gals.).
 GR0390
 GR0390.The modeled gravity was interpolated from observed gravity values.
 GR0390
 GR0390;                    North         East    Units  Estimated Accuracy
 GR0390;SPC AZ W     -   566,410.      186,520.      MT  (+/- 180 meters Scaled)
 GR0390
 GR0390                          SUPERSEDED SURVEY CONTROL
 GR0390
 GR0390  NGVD 29 (??/??/92)  654.391  (m)         2146.95   (f) ADJ UNCH    1 1
 GR0390
 GR0390.Superseded values are not recommended for survey control.
 GR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0390.See file dsdata.txt to determine how the superseded data were derived.
 GR0390
 GR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV657998(NAD 83)
 GR0390_MARKER: DB = BENCH MARK DISK
 GR0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0390_STAMPING: B 127 1935
 GR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0390+STABILITY: SURFACE MOTION
 GR0390
 GR0390  HISTORY     - Date     Condition        Report By
 GR0390  HISTORY     - 1935     MONUMENTED       CGS
 GR0390  HISTORY     - 1950     GOOD             NGS
 GR0390
 GR0390                          STATION DESCRIPTION
 GR0390
 GR0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0390'2.9 MI SW FROM PIERCES FERRY.
 GR0390'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0390'STATION AT PIERCES FERRY, THENCE 2.4 MILES SOUTHWEST ALONG AN OLD
 GR0390'ABANDONED ROAD, 128 FEET NORTHWEST OF THE CENTER LINE OF THE PARK
 GR0390'SERVICE ROAD, 123 FEET WEST OF THE CENTER OF THE NORTHWEST END OF AN
 GR0390'18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE PARK SERVICE ROAD, 20
 GR0390'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF THE
 GR0390'APPROXIMATE CENTER OF A SMALL WASH, 2.0 FEET EAST OF A WITNESS POST,
 GR0390'ABOUT 5 FEET LOWER THAN THE PARK SERVICE ROAD, AND SET IN THE TOP OF A
 GR0390'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0438 ***********************************************************************
 FS0438  DESIGNATION -  B 128
 FS0438  PID         -  FS0438
 FS0438  STATE/COUNTY-  AZ/MOHAVE
 FS0438  USGS QUAD   -  GOLD BASIN (1989)
 FS0438
 FS0438                         *CURRENT SURVEY CONTROL
 FS0438  ___________________________________________________________________
 FS0438* NAD 83(1986)-  35 48 42.     (N)    114 08 53.     (W)     SCALED    
 FS0438* NAVD 88     -       859.324  (meters)    2819.30   (feet)  POSTED    
 FS0438  ___________________________________________________________________
 FS0438  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FS0438  DYNAMIC HT  -         858.370 (meters)    2816.17  (feet)  COMP
 FS0438  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 FS0438
 FS0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0438
 FS0438.The horizontal coordinates were scaled from a topographic map and have
 FS0438.an estimated accuracy of +/- 6 seconds.
 FS0438
 FS0438.The orthometric height was determined by differential leveling
 FS0438.and adjusted by the  in 1992.
 FS0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0438.rate of 0.0 thru 1.0 mm/km.
 FS0438
 FS0438.The geoid height was determined by GEOID03.
 FS0438
 FS0438.The dynamic height is computed by dividing the NAVD 88
 FS0438.geopotential number by the normal gravity value computed on the
 FS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0438.degrees latitude (g = 980.6199 gals.).
 FS0438
 FS0438.The modeled gravity was interpolated from observed gravity values.
 FS0438
 FS0438;                    North         East    Units  Estimated Accuracy
 FS0438;SPC AZ W     -   533,710.      177,390.      MT  (+/- 180 meters Scaled)
 FS0438
 FS0438                          SUPERSEDED SURVEY CONTROL
 FS0438
 FS0438  NGVD 29 (??/??/92)  858.585  (m)         2816.87   (f) ADJ UNCH    1 1
 FS0438
 FS0438.Superseded values are not recommended for survey control.
 FS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0438.See file dsdata.txt to determine how the superseded data were derived.
 FS0438
 FS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576668(NAD 83)
 FS0438_MARKER: DB = BENCH MARK DISK
 FS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0438_STAMPING: B 128 1935
 FS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0438+STABILITY: SURFACE MOTION
 FS0438
 FS0438  HISTORY     - Date     Condition        Report By
 FS0438  HISTORY     - 1935     MONUMENTED       CGS
 FS0438  HISTORY     - 1950     GOOD             NGS
 FS0438  HISTORY     - 19870126 GOOD             USPSQD
 FS0438
 FS0438                          STATION DESCRIPTION
 FS0438
 FS0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0438'29.2 MI S FROM PIERCES FERRY.
 FS0438'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0438'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG
 FS0438'A DIRT ROAD, THENCE 2.1 MILES NORTHWEST ALONG THE HUALPAI WASH
 FS0438'ROAD, 0.5 MILE SOUTHEAST OF THE SMITH RANCHHOUSE, 19 FEET
 FS0438'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A
 FS0438'WITNESS POST, ABOUT LEEL WITH THE ROAD, AND SET IN THE TOP OF A
 FS0438'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0438
 FS0438                          STATION RECOVERY (1987)
 FS0438
 FS0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0831 ***********************************************************************
 FS0831  DESIGNATION -  B 129
 FS0831  PID         -  FS0831
 FS0831  STATE/COUNTY-  AZ/MOHAVE
 FS0831  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0831
 FS0831                         *CURRENT SURVEY CONTROL
 FS0831  ___________________________________________________________________
 FS0831* NAD 83(1986)-  35 59 21.     (N)    114 08 30.     (W)     SCALED    
 FS0831* NAVD 88     -       459.811  (meters)    1508.56   (feet)  POSTED    
 FS0831  ___________________________________________________________________
 FS0831  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FS0831  DYNAMIC HT  -         459.350 (meters)    1507.05  (feet)  COMP
 FS0831  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 FS0831
 FS0831  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0831
 FS0831.The horizontal coordinates were scaled from a topographic map and have
 FS0831.an estimated accuracy of +/- 6 seconds.
 FS0831
 FS0831.The orthometric height was determined by differential leveling
 FS0831.and adjusted by the  in 1992.
 FS0831.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0831.rate of 2.1 thru 3.0 mm/km.
 FS0831
 FS0831.The geoid height was determined by GEOID03.
 FS0831
 FS0831.The dynamic height is computed by dividing the NAVD 88
 FS0831.geopotential number by the normal gravity value computed on the
 FS0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0831.degrees latitude (g = 980.6199 gals.).
 FS0831
 FS0831.The modeled gravity was interpolated from observed gravity values.
 FS0831
 FS0831;                    North         East    Units  Estimated Accuracy
 FS0831;SPC AZ W     -   553,400.      178,040.      MT  (+/- 180 meters Scaled)
 FS0831
 FS0831                          SUPERSEDED SURVEY CONTROL
 FS0831
 FS0831  NGVD 29 (??/??/92)  459.16   (m)         1506.4    (f) COMPUTED    1 2
 FS0831
 FS0831.Superseded values are not recommended for survey control.
 FS0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0831.See file dsdata.txt to determine how the superseded data were derived.
 FS0831
 FS0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576865(NAD 83)
 FS0831_MARKER: DB = BENCH MARK DISK
 FS0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0831_STAMPING: B 129 1935
 FS0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0831+STABILITY: SURFACE MOTION
 FS0831
 FS0831  HISTORY     - Date     Condition        Report By
 FS0831  HISTORY     - 1935     MONUMENTED       CGS
 FS0831  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0831
 FS0831                          STATION DESCRIPTION
 FS0831
 FS0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0831'53.5 MI N FROM HACKBERRY.
 FS0831'37.3 MILES NORTH ALONG ROAD TO PIERCES FERRY, 15.6 MILES NORTH
 FS0831'ALONG ROAD TO GREGGS FERRY, VIA HUALPAI WASH, ON EAST BANK OF
 FS0831'WASH, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, IN TOP OF NORTH
 FS0831'ROCK OF TWO LARGE ROCKS ON EAST BANK OF WASH.  A STANDARD DISK,
 FS0831'STAMPED B 129 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FS0831'NOTE-- MARK MAY HAVE BEEN BURIED OR WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0977 ***********************************************************************
 DV0977  DESIGNATION -  B 13
 DV0977  PID         -  DV0977
 DV0977  STATE/COUNTY-  AZ/MARICOPA
 DV0977  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0977
 DV0977                         *CURRENT SURVEY CONTROL
 DV0977  ___________________________________________________________________
 DV0977* NAD 83(1986)-  33 32 31.     (N)    113 10 04.     (W)     SCALED    
 DV0977* NAVD 88     -       376.301  (meters)    1234.58   (feet)  ADJUSTED  
 DV0977  ___________________________________________________________________
 DV0977  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV0977  DYNAMIC HT  -         375.864 (meters)    1233.15  (feet)  COMP
 DV0977  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 DV0977
 DV0977  VERT ORDER  -  FIRST     CLASS II
 DV0977
 DV0977.The horizontal coordinates were scaled from a topographic map and have
 DV0977.an estimated accuracy of +/- 6 seconds.
 DV0977
 DV0977.The orthometric height was determined by differential leveling
 DV0977.and adjusted in June 1991.
 DV0977
 DV0977.The geoid height was determined by GEOID03.
 DV0977
 DV0977.The dynamic height is computed by dividing the NAVD 88
 DV0977.geopotential number by the normal gravity value computed on the
 DV0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0977.degrees latitude (g = 980.6199 gals.).
 DV0977
 DV0977.The modeled gravity was interpolated from observed gravity values.
 DV0977
 DV0977;                    North         East    Units  Estimated Accuracy
 DV0977;SPC AZ C     -   282,550.       97,170.      MT  (+/- 180 meters Scaled)
 DV0977
 DV0977                          SUPERSEDED SURVEY CONTROL
 DV0977
 DV0977  NGVD 29 (??/??/92)  375.730  (m)         1232.71   (f) ADJ UNCH    1 2
 DV0977
 DV0977.Superseded values are not recommended for survey control.
 DV0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0977.See file dsdata.txt to determine how the superseded data were derived.
 DV0977
 DV0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC987134(NAD 83)
 DV0977_MARKER: DB = BENCH MARK DISK
 DV0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0977_STAMPING: 1232.707 B 13 1927
 DV0977_MARK LOGO: CGS   
 DV0977_PROJECTION: PROJECTING 15 CENTIMETERS
 DV0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0977+STABILITY: SURFACE MOTION
 DV0977
 DV0977  HISTORY     - Date     Condition        Report By
 DV0977  HISTORY     - 1927     MONUMENTED       CGS
 DV0977  HISTORY     - 1962     GOOD             NGS
 DV0977  HISTORY     - 1981     GOOD             NGS
 DV0977
 DV0977                          STATION DESCRIPTION
 DV0977
 DV0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0977'31.0 MI SE FROM SALOME.
 DV0977'31.0 MILES SOUTHEAST ALONG THE HASSYAMPA ROAD FROM THE JUNCTION OF
 DV0977'U.S. HIGHWAY 60 AT SALOME, 122 PACES NORTHEAST OF THE CENTER OF THE
 DV0977'ROAD, IN OPEN COUNTRY ON THE VALLEY FLOOR, 11 PACES SOUTHWEST OF AN
 DV0977'OLD ABANDONED ROAD WHICH IS NOW A WASH, AND LEVEL WITH THE ROAD.  A
 DV0977'STANDARD DISK STAMPED 1232.707 B 13 1927, AND SET IN TOP OF A CONCRETE
 DV0977'POST PROJECTING 4 INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM
 DV0977'THE POST OFFICE AT TONAPAH IN MARICOPA COUNTY BY GOING 7.2 MILES WEST
 DV0977'ALONG A GRAVEL ROAD, THENCE 6.3 MILES NORTHWEST ALONG THE
 DV0977'SALOME-HASSYAMPA ROAD.
 DV0977
 DV0977                          STATION RECOVERY (1981)
 DV0977
 DV0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0977'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0977'AT TONOPAH, THENCE 12.2 KM (7.6 MI) NORTHWEST ALONG SALOME ROAD,
 DV0977'209 PACES SOUTHWEST OF THE CENTERLINE OF THE ROAD, 122 PACES NORTHEAST
 DV0977'OF THE CENTERLINE OF THE OLD SALOME ROAD, 73.1 METERS (240 FT) NORTH
 DV0977'OF A LEVEE PARALLELING THE WEST BOUND TRAFFIC LANES OF INTERSTATE
 DV0977'HIGHWAY 10.
 DV0977'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DV0977'THE MARK IS 1.2 M BELOW THE TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0111 ***********************************************************************
 GQ0111  DESIGNATION -  B 130
 GQ0111  PID         -  GQ0111
 GQ0111  STATE/COUNTY-  AZ/MOHAVE
 GQ0111  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0111
 GQ0111                         *CURRENT SURVEY CONTROL
 GQ0111  ___________________________________________________________________
 GQ0111* NAD 83(1986)-  36 14 29.     (N)    113 53 53.     (W)     SCALED    
 GQ0111* NAVD 88     -       631.583  (meters)    2072.12   (feet)  POSTED    
 GQ0111  ___________________________________________________________________
 GQ0111  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GQ0111  DYNAMIC HT  -         630.920 (meters)    2069.94  (feet)  COMP
 GQ0111  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 GQ0111
 GQ0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0111
 GQ0111.The horizontal coordinates were scaled from a topographic map and have
 GQ0111.an estimated accuracy of +/- 6 seconds.
 GQ0111
 GQ0111.The orthometric height was determined by differential leveling
 GQ0111.and adjusted by the  in 1992.
 GQ0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0111.rate of 0.0 thru 1.0 mm/km.
 GQ0111
 GQ0111.The geoid height was determined by GEOID03.
 GQ0111
 GQ0111.The dynamic height is computed by dividing the NAVD 88
 GQ0111.geopotential number by the normal gravity value computed on the
 GQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0111.degrees latitude (g = 980.6199 gals.).
 GQ0111
 GQ0111.The modeled gravity was interpolated from observed gravity values.
 GQ0111
 GQ0111;                    North         East    Units  Estimated Accuracy
 GQ0111;SPC AZ W     -   581,330.      200,050.      MT  (+/- 180 meters Scaled)
 GQ0111
 GQ0111                          SUPERSEDED SURVEY CONTROL
 GQ0111
 GQ0111  NGVD 29 (??/??/92)  630.879  (m)         2069.81   (f) ADJ UNCH    1 1
 GQ0111
 GQ0111.Superseded values are not recommended for survey control.
 GQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0111.See file dsdata.txt to determine how the superseded data were derived.
 GQ0111
 GQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF395146(NAD 83)
 GQ0111_MARKER: DB = BENCH MARK DISK
 GQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0111_STAMPING: B 130 1935
 GQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0111+STABILITY: SURFACE MOTION
 GQ0111
 GQ0111  HISTORY     - Date     Condition        Report By
 GQ0111  HISTORY     - 1935     MONUMENTED       CGS
 GQ0111  HISTORY     - 1950     GOOD             NGS
 GQ0111
 GQ0111                          STATION DESCRIPTION
 GQ0111
 GQ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0111'54.7 MI SE FROM RIVERSIDE, NV.
 GQ0111'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0111'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0111'THENCE 15.0 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0111'FERRY ROAD, ON THE TOP OF THE WEST END OF A LOW RIDGE BETWEEN TWO
 GQ0111'WASHES, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTH
 GQ0111'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GQ0111'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0131 ***********************************************************************
 ET0131  DESIGNATION -  B 131
 ET0131  PID         -  ET0131
 ET0131  STATE/COUNTY-  AZ/YAVAPAI
 ET0131  USGS QUAD   -  HUMBOLDT (1973)
 ET0131
 ET0131                         *CURRENT SURVEY CONTROL
 ET0131  ___________________________________________________________________
 ET0131* NAD 83(1986)-  34 33 10.     (N)    112 08 54.     (W)     SCALED    
 ET0131* NAVD 88     -      1511.84   (+/-2cm)    4960.1    (feet)  VERTCON   
 ET0131  ___________________________________________________________________
 ET0131  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0131
 ET0131.The horizontal coordinates were scaled from a topographic map and have
 ET0131.an estimated accuracy of +/- 6 seconds.
 ET0131
 ET0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0131.The vertical order pertains to the NGVD 29 superseded value.
 ET0131
 ET0131.The geoid height was determined by GEOID03.
 ET0131
 ET0131;                    North         East    Units  Estimated Accuracy
 ET0131;SPC AZ C     -   393,990.      192,100.      MT  (+/- 180 meters Scaled)
 ET0131
 ET0131                          SUPERSEDED SURVEY CONTROL
 ET0131
 ET0131  NGVD 29 (??/??/92) 1511.016  (m)         4957.39   (f) ADJ UNCH    2 0
 ET0131
 ET0131.Superseded values are not recommended for survey control.
 ET0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0131.See file dsdata.txt to determine how the superseded data were derived.
 ET0131
 ET0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD946240(NAD 83)
 ET0131_MARKER: DB = BENCH MARK DISK
 ET0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0131_STAMPING: B 131 1935
 ET0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0131+STABILITY: SURFACE MOTION
 ET0131
 ET0131  HISTORY     - Date     Condition        Report By
 ET0131  HISTORY     - 1935     MONUMENTED       CGS
 ET0131  HISTORY     - 1973     POOR             USGS
 ET0131
 ET0131                          STATION DESCRIPTION
 ET0131
 ET0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0131'6.2 MI E FROM DEWEY.
 ET0131'ABOUT 6.2 MILES EAST ALONG THE CHERRY ROAD FROM DEWEY, YAVAPAI
 ET0131'COUNTY, ABOUT 400 FEET NORTHEAST OF A HOUSE, ABOUT 100 YARDS SOUTHEAST
 ET0131'OF A WINDMILL, AT THE NORTHEAST FENCE CORNER, AND 9 FEET WEST OF THE
 ET0131'CENTER LINE OF A ROAD PARALLELING A FENCE, AND SET IN THE TOP OF A
 ET0131'CONCRETE POST.
 ET0131
 ET0131                          STATION RECOVERY (1973)
 ET0131
 ET0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0131'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0314 ***********************************************************************
 ET0314  DESIGNATION -  B 132
 ET0314  PID         -  ET0314
 ET0314  STATE/COUNTY-  AZ/YAVAPAI
 ET0314  USGS QUAD   -  ESTLER PEAK (1974)
 ET0314
 ET0314                         *CURRENT SURVEY CONTROL
 ET0314  ___________________________________________________________________
 ET0314* NAD 83(1986)-  34 24 16.     (N)    112 04 32.     (W)     SCALED    
 ET0314* NAVD 88     -      1157.29   (+/-2cm)    3796.9    (feet)  VERTCON   
 ET0314  ___________________________________________________________________
 ET0314  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0314
 ET0314.The horizontal coordinates were scaled from a topographic map and have
 ET0314.an estimated accuracy of +/- 6 seconds.
 ET0314
 ET0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0314.The vertical order pertains to the NGVD 29 superseded value.
 ET0314
 ET0314.The geoid height was determined by GEOID03.
 ET0314
 ET0314;                    North         East    Units  Estimated Accuracy
 ET0314;SPC AZ C     -   377,520.      198,750.      MT  (+/- 180 meters Scaled)
 ET0314
 ET0314                          SUPERSEDED SURVEY CONTROL
 ET0314
 ET0314  NGVD 29 (??/??/92) 1156.583  (m)         3794.56   (f) ADJ UNCH    2 0
 ET0314
 ET0314.Superseded values are not recommended for survey control.
 ET0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0314.See file dsdata.txt to determine how the superseded data were derived.
 ET0314
 ET0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD011075(NAD 83)
 ET0314_MARKER: DB = BENCH MARK DISK
 ET0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0314_STAMPING: B 132 1935
 ET0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0314+STABILITY: SURFACE MOTION
 ET0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0314+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2008
 ET0314
 ET0314  HISTORY     - Date     Condition        Report By
 ET0314  HISTORY     - 1935     MONUMENTED       CGS
 ET0314  HISTORY     - 1974     GOOD             USGS
 ET0314  HISTORY     - 20080613 GOOD             GEOCAC
 ET0314  HISTORY     - 20080821 GOOD             GEOCAC
 ET0314
 ET0314                          STATION DESCRIPTION
 ET0314
 ET0314'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0314'7.7 MI W FROM DUGAS RANCH.
 ET0314'7.7 MILES WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, 0.15
 ET0314'MILE SOUTHEAST OF B.M. A 132, 0.2 MILE WEST OF THE AGUA FRIA RIVER
 ET0314'CROSSING, 725 FEET WEST OF THE SOUTHBOUND LANE OF NEW INTERSTATE
 ET0314'HIGHWAY 17, 26 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 ET0314'WEST OF ROW FENCE, 3.5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 ET0314'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.  NOTE-- THE WITNESS
 ET0314'POST MENTIONED IN THE ORIGINAL DESCRIPTION IS MISSING.
 ET0314
 ET0314                          STATION RECOVERY (2008)
 ET0314
 ET0314'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0314'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0314'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS NOW PAVED WITH MACADAM
 ET0314'AND IS CALLED ORME ROAD. HANDHELD COORDINATES
 ET0314'34 24 17.0 (N)   112 04 32.6 (W)  (NAD 83).
 ET0314
 ET0314                          STATION RECOVERY (2008)
 ET0314
 ET0314'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0314'RECOVERED AS DESCRIBED, BUT THE DIRECTION FROM THE ROW FENCE IS MORE
 ET0314'SW THAN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0272 ***********************************************************************
 ET0272  DESIGNATION -  B 133
 ET0272  PID         -  ET0272
 ET0272  STATE/COUNTY-  AZ/YAVAPAI
 ET0272  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0272
 ET0272                         *CURRENT SURVEY CONTROL
 ET0272  ___________________________________________________________________
 ET0272* NAD 83(1986)-  34 05 13.     (N)    112 06 07.     (W)     SCALED    
 ET0272* NAVD 88     -       642.59   (+/-2cm)    2108.2    (feet)  VERTCON   
 ET0272  ___________________________________________________________________
 ET0272  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 ET0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0272
 ET0272.The horizontal coordinates were scaled from a topographic map and have
 ET0272.an estimated accuracy of +/- 6 seconds.
 ET0272
 ET0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0272.The vertical order pertains to the NGVD 29 superseded value.
 ET0272
 ET0272.The geoid height was determined by GEOID03.
 ET0272
 ET0272;                    North         East    Units  Estimated Accuracy
 ET0272;SPC AZ C     -   342,310.      196,260.      MT  (+/- 180 meters Scaled)
 ET0272
 ET0272                          SUPERSEDED SURVEY CONTROL
 ET0272
 ET0272  NGVD 29 (??/??/92)  641.967  (m)         2106.19   (f) ADJ UNCH    2 0
 ET0272
 ET0272.Superseded values are not recommended for survey control.
 ET0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0272.See file dsdata.txt to determine how the superseded data were derived.
 ET0272
 ET0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC983723(NAD 83)
 ET0272_MARKER: DB = BENCH MARK DISK
 ET0272_SETTING: 80 = SET IN A BOULDER
 ET0272_SP_SET: BOULDER
 ET0272_STAMPING: B 133 1935
 ET0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0272+STABILITY: SURFACE MOTION
 ET0272
 ET0272  HISTORY     - Date     Condition        Report By
 ET0272  HISTORY     - 1935     MONUMENTED       CGS
 ET0272  HISTORY     - 1952     GOOD             NGS
 ET0272  HISTORY     - 1969     MARK NOT FOUND   USGS
 ET0272
 ET0272                          STATION DESCRIPTION
 ET0272
 ET0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0272'5.0 MI NE FROM ROCK SPRINGS.
 ET0272'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0272'STORE AT ROCK SPRINGS, THENCE 3.6 MILES NORTHEAST ALONG THE SQUAW
 ET0272'CREEK ROAD, THENCE 0.4 MILE EAST ALONG A TRACK ROAD, 0.2 MILE
 ET0272'SOUTHWEST OF AN ABANDONED RANCH HOUSE (JONES RANCH), AT THE BEGINNING
 ET0272'OF THE POWER LINE SADDLE TRAIL, AT THE JUNCTION OF A TRACK ROAD,
 ET0272'LEADING EAST ALONG SQUAW CREEK, IN TOP OF A 5-FOOT BY 3-FOOT BLACK
 ET0272'BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 80 FEET SOUTHWEST OF THE
 ET0272'CENTER OF THE ROAD JUNCTION, 95.0 FEET SOUTH AND ACROSS THE ROAD FROM
 ET0272'A TELEPHONE POLE WITH GUY WIRE, 53 FEET SOUTH OF THE CENTER LINE OF
 ET0272'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- A NEW HOUSE WAS BUILT IN AREA
 ET0272'OF BM AND AN EARTH MOVER HAS BEEN ALL OVER THIS AREA.  MARK COULD HAVE
 ET0272'BEEN DESTROYED.
 ET0272
 ET0272                          STATION RECOVERY (1969)
 ET0272
 ET0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0608 ***********************************************************************
 GR0608  DESIGNATION -  B 134
 GR0608  PID         -  GR0608
 GR0608  STATE/COUNTY-  AZ/MOHAVE
 GR0608  USGS QUAD   -  HOOVER DAM (1997)
 GR0608
 GR0608                         *CURRENT SURVEY CONTROL
 GR0608  ___________________________________________________________________
 GR0608* NAD 83(1986)-  36 00 18.     (N)    114 44 22.     (W)     SCALED    
 GR0608* NAVD 88     -       283.452  (meters)     929.96   (feet)  POSTED    
 GR0608  ___________________________________________________________________
 GR0608  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0608  DYNAMIC HT  -         283.170 (meters)     929.03  (feet)  COMP
 GR0608  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 GR0608
 GR0608  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0608
 GR0608.The horizontal coordinates were scaled from a topographic map and have
 GR0608.an estimated accuracy of +/- 6 seconds.
 GR0608
 GR0608.The orthometric height was determined by differential leveling
 GR0608.and adjusted by the  in 1992.
 GR0608.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0608.rate of 4.1 thru 8.0 mm/km.
 GR0608
 GR0608.The geoid height was determined by GEOID03.
 GR0608
 GR0608.The dynamic height is computed by dividing the NAVD 88
 GR0608.geopotential number by the normal gravity value computed on the
 GR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0608.degrees latitude (g = 980.6199 gals.).
 GR0608
 GR0608.The modeled gravity was interpolated from observed gravity values.
 GR0608
 GR0608;                    North         East    Units  Estimated Accuracy
 GR0608;SPC AZ W     -   555,540.      124,160.      MT  (+/- 180 meters Scaled)
 GR0608
 GR0608                          SUPERSEDED SURVEY CONTROL
 GR0608
 GR0608  NGVD 29 (??/??/92)  282.770  (m)          927.72   (f) ADJ UNCH    1 1
 GR0608
 GR0608.Superseded values are not recommended for survey control.
 GR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0608.See file dsdata.txt to determine how the superseded data were derived.
 GR0608
 GR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037868(NAD 83)
 GR0608_MARKER: DB = BENCH MARK DISK
 GR0608_SETTING: 66 = SET IN ROCK OUTCROP
 GR0608_SP_SET: LEDGE
 GR0608_STAMPING: B 134 1935
 GR0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0608+STABILITY: POSITION/ELEVATION WELL
 GR0608
 GR0608  HISTORY     - Date     Condition        Report By
 GR0608  HISTORY     - 1935     MONUMENTED       CGS
 GR0608  HISTORY     - 1950     GOOD             NGS
 GR0608  HISTORY     - 1963     GOOD             NGS
 GR0608
 GR0608                          STATION DESCRIPTION
 GR0608
 GR0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0608'3.7 MI S FROM HOOVER DAM.
 GR0608'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0608'(ARIZONA) END OF HOOVER DAM, THENCE 1.7 MILES WEST ALONG AN ABANDONED
 GR0608'HOOVER DAM CONSTRUCTION ROAD, ABOUT 0.2 MILE EAST OF AND ACROSS THE
 GR0608'COLORADO RIVER FROM A U. S. GEOLOGICAL SURVEY GAGING STATION, ABOUT
 GR0608'100 YARDS NORTHEAST OF THE NORTHEAST BANK OF THE RIVER, AT THE
 GR0608'NORTHWEST END OF A ROCK CUT, IN THE TOP OF A LEDGE, 22 FEET SOUTHWEST
 GR0608'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 GR0608
 GR0608                          STATION RECOVERY (1963)
 GR0608
 GR0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0072 ***********************************************************************
 FS0072  DESIGNATION -  B 135
 FS0072  PID         -  FS0072
 FS0072  STATE/COUNTY-  AZ/MOHAVE
 FS0072  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0072
 FS0072                         *CURRENT SURVEY CONTROL
 FS0072  ___________________________________________________________________
 FS0072* NAD 83(1986)-  35 56 50.     (N)    114 38 43.     (W)     SCALED    
 FS0072* NAVD 88     -       666.426  (meters)    2186.43   (feet)  POSTED    
 FS0072  ___________________________________________________________________
 FS0072  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0072  DYNAMIC HT  -         665.740 (meters)    2184.18  (feet)  COMP
 FS0072  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 FS0072
 FS0072  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0072
 FS0072.The horizontal coordinates were scaled from a topographic map and have
 FS0072.an estimated accuracy of +/- 6 seconds.
 FS0072
 FS0072.The orthometric height was determined by differential leveling
 FS0072.and adjusted by the  in 1992.
 FS0072.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0072.rate of 2.1 thru 3.0 mm/km.
 FS0072
 FS0072.The geoid height was determined by GEOID03.
 FS0072
 FS0072.The dynamic height is computed by dividing the NAVD 88
 FS0072.geopotential number by the normal gravity value computed on the
 FS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0072.degrees latitude (g = 980.6199 gals.).
 FS0072
 FS0072.The modeled gravity was interpolated from observed gravity values.
 FS0072
 FS0072;                    North         East    Units  Estimated Accuracy
 FS0072;SPC AZ W     -   549,050.      132,590.      MT  (+/- 180 meters Scaled)
 FS0072
 FS0072                          SUPERSEDED SURVEY CONTROL
 FS0072
 FS0072  NGVD 29 (??/??/92)  665.724  (m)         2184.13   (f) ADJ UNCH    1 1
 FS0072
 FS0072.Superseded values are not recommended for survey control.
 FS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0072.See file dsdata.txt to determine how the superseded data were derived.
 FS0072
 FS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV123806(NAD 83)
 FS0072_MARKER: DB = BENCH MARK DISK
 FS0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0072_SP_SET: BRIDGE
 FS0072_STAMPING: B 135 1935
 FS0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0072
 FS0072  HISTORY     - Date     Condition        Report By
 FS0072  HISTORY     - 1935     MONUMENTED       CGS
 FS0072  HISTORY     - 1950     GOOD             NGS
 FS0072  HISTORY     - 1963     GOOD             NGS
 FS0072  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0072
 FS0072                          STATION DESCRIPTION
 FS0072
 FS0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0072'8.2 MI SE FROM HOOVER DAM.
 FS0072'8.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0072'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF MILEPOST 8,
 FS0072'AT A MULTIPLE-SPAN CONCRETE BRIDGE OVER A DRY WASH, IN THE TOP
 FS0072'OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL, 16.6 FEET
 FS0072'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 FS0072'LOWER THAN THE HIGHWAY.
 FS0072
 FS0072                          STATION RECOVERY (1963)
 FS0072
 FS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0072'RECOVERED IN GOOD CONDITION.
 FS0072
 FS0072                          STATION RECOVERY (1981)
 FS0072
 FS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0072'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0277 ***********************************************************************
 DT0277  DESIGNATION -  B 137
 DT0277  PID         -  DT0277
 DT0277  STATE/COUNTY-  AZ/GREENLEE
 DT0277  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0277
 DT0277                         *CURRENT SURVEY CONTROL
 DT0277  ___________________________________________________________________
 DT0277* NAD 83(1986)-  33 44 16.     (N)    109 18 48.     (W)     SCALED    
 DT0277* NAVD 88     -      2302.433  (meters)    7553.90   (feet)  ADJUSTED  
 DT0277  ___________________________________________________________________
 DT0277  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DT0277  DYNAMIC HT  -        2298.683 (meters)    7541.60  (feet)  COMP
 DT0277  MODELED GRAV-     978,925.2   (mgal)                       NAVD 88
 DT0277
 DT0277  VERT ORDER  -  SECOND    CLASS 0
 DT0277
 DT0277.The horizontal coordinates were scaled from a topographic map and have
 DT0277.an estimated accuracy of +/- 6 seconds.
 DT0277
 DT0277.The orthometric height was determined by differential leveling
 DT0277.and adjusted in June 1991.
 DT0277
 DT0277.The geoid height was determined by GEOID03.
 DT0277
 DT0277.The dynamic height is computed by dividing the NAVD 88
 DT0277.geopotential number by the normal gravity value computed on the
 DT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0277.degrees latitude (g = 980.6199 gals.).
 DT0277
 DT0277.The modeled gravity was interpolated from observed gravity values.
 DT0277
 DT0277;                    North         East    Units  Estimated Accuracy
 DT0277;SPC AZ E     -   303,900.      292,430.      MT  (+/- 180 meters Scaled)
 DT0277
 DT0277                          SUPERSEDED SURVEY CONTROL
 DT0277
 DT0277  NGVD 29 (??/??/92) 2301.367  (m)         7550.40   (f) ADJ UNCH    2 0
 DT0277
 DT0277.Superseded values are not recommended for survey control.
 DT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0277.See file dsdata.txt to determine how the superseded data were derived.
 DT0277
 DT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC562343(NAD 83)
 DT0277_MARKER: DB = BENCH MARK DISK
 DT0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0277_STAMPING: B-137 1935
 DT0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0277+STABILITY: SURFACE MOTION
 DT0277
 DT0277  HISTORY     - Date     Condition        Report By
 DT0277  HISTORY     - 1935     MONUMENTED       CGS
 DT0277
 DT0277                          STATION DESCRIPTION
 DT0277
 DT0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0277'7.8 MI NW FROM BEAVERHEAD LODGE.
 DT0277'7.8 MI NW ALONG ROAD TO RESERVATION RANCH AT THE MOUTH OF A SMALL
 DT0277'DRAW, 140 FT S OF THE CENTERLINE OF THE ROAD, 175 FT SE OF A GALV
 DT0277'CULVERT, AND ABOUT 60 FT E OF A WASH, 1 FT N OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0304 ***********************************************************************
 DT0304  DESIGNATION -  B 138
 DT0304  PID         -  DT0304
 DT0304  STATE/COUNTY-  AZ/APACHE
 DT0304  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0304
 DT0304                         *CURRENT SURVEY CONTROL
 DT0304  ___________________________________________________________________
 DT0304* NAD 83(1986)-  33 59 38.     (N)    109 05 42.     (W)     SCALED    
 DT0304* NAVD 88     -      2617.948  (meters)    8589.05   (feet)  ADJUSTED  
 DT0304  ___________________________________________________________________
 DT0304  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 DT0304  DYNAMIC HT  -        2613.625 (meters)    8574.87  (feet)  COMP
 DT0304  MODELED GRAV-     978,889.7   (mgal)                       NAVD 88
 DT0304
 DT0304  VERT ORDER  -  SECOND    CLASS 0
 DT0304
 DT0304.The horizontal coordinates were scaled from a topographic map and have
 DT0304.an estimated accuracy of +/- 6 seconds.
 DT0304
 DT0304.The orthometric height was determined by differential leveling
 DT0304.and adjusted in June 1991.
 DT0304
 DT0304.The geoid height was determined by GEOID03.
 DT0304
 DT0304.The dynamic height is computed by dividing the NAVD 88
 DT0304.geopotential number by the normal gravity value computed on the
 DT0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0304.degrees latitude (g = 980.6199 gals.).
 DT0304
 DT0304.The modeled gravity was interpolated from observed gravity values.
 DT0304
 DT0304;                    North         East    Units  Estimated Accuracy
 DT0304;SPC AZ E     -   332,490.      312,370.      MT  (+/- 180 meters Scaled)
 DT0304
 DT0304                          SUPERSEDED SURVEY CONTROL
 DT0304
 DT0304  NGVD 29 (??/??/92) 2616.811  (m)         8585.32   (f) ADJ UNCH    2 0
 DT0304
 DT0304.Superseded values are not recommended for survey control.
 DT0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0304.See file dsdata.txt to determine how the superseded data were derived.
 DT0304
 DT0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC759631(NAD 83)
 DT0304_MARKER: DB = BENCH MARK DISK
 DT0304_SETTING: 66 = SET IN ROCK OUTCROP
 DT0304_SP_SET: ROCK OUTCROP
 DT0304_STAMPING: B 138 1935
 DT0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0304+STABILITY: POSITION/ELEVATION WELL
 DT0304
 DT0304  HISTORY     - Date     Condition        Report By
 DT0304  HISTORY     - 1935     MONUMENTED       CGS
 DT0304
 DT0304                          STATION DESCRIPTION
 DT0304
 DT0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0304'14.0 MI NE FROM NUTRIOSO.
 DT0304'14.0 MI. N AND E ALONG ST HWY. NO.81 AND STONE CREEK ROAD. ON TOP OF A
 DT0304'STEEP HILL, 21 FT. NE OF 18 INCH PINE TREE, 18 FT S OF SMALL QUAKING
 DT0304'ASP TREE AND 36 FT. NW OF CENTERLINE OF ROAD ABOUT 2 FT ABOVE ROAD
 DT0304'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0354 ***********************************************************************
 CY0354  DESIGNATION -  B 14
 CY0354  PID         -  CY0354
 CY0354  STATE/COUNTY-  AZ/COCHISE
 CY0354  USGS QUAD   -  BOWIE (1974)
 CY0354
 CY0354                         *CURRENT SURVEY CONTROL
 CY0354  ___________________________________________________________________
 CY0354* NAD 83(1986)-  32 19 42.     (N)    109 29 14.     (W)     SCALED    
 CY0354* NAVD 88     -      1147.33   (+/-2cm)    3764.2    (feet)  VERTCON   
 CY0354  ___________________________________________________________________
 CY0354  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0354
 CY0354.The horizontal coordinates were scaled from a topographic map and have
 CY0354.an estimated accuracy of +/- 6 seconds.
 CY0354
 CY0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0354.The vertical order pertains to the NGVD 29 superseded value.
 CY0354
 CY0354.The geoid height was determined by GEOID03.
 CY0354
 CY0354;                    North         East    Units  Estimated Accuracy
 CY0354;SPC AZ E     -   147,480.      277,330.      MT  (+/- 180 meters Scaled)
 CY0354
 CY0354                          SUPERSEDED SURVEY CONTROL
 CY0354
 CY0354  NGVD 29 (??/??/92) 1146.620  (m)         3761.87   (f) ADJ UNCH    1 2
 CY0354
 CY0354.Superseded values are not recommended for survey control.
 CY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0354.See file dsdata.txt to determine how the superseded data were derived.
 CY0354
 CY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA423778(NAD 83)
 CY0354_MARKER: DB = BENCH MARK DISK
 CY0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0354_SP_SET: FOUNDATION
 CY0354_STAMPING: 2.109 B 14 1932
 CY0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0354
 CY0354  HISTORY     - Date     Condition        Report By
 CY0354  HISTORY     - 1932     MONUMENTED       CGS
 CY0354  HISTORY     - 1974     MARK NOT FOUND   USGS
 CY0354  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0354
 CY0354                          STATION DESCRIPTION
 CY0354
 CY0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0354'IN BOWIE.
 CY0354'AT THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT BOWIE, IN THE TOP
 CY0354'AND AT THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF A WATER
 CY0354'COLUMN, 115.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTHERN
 CY0354'PACIFIC COMPANY RAILROAD STATION, 76.0 FEET WEST OF THE CENTER LINE OF
 CY0354'CENTRAL AVENUE, 2 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 CY0354'ABOUT LEVEL WITH THE TRACK, NOTE-- DISK SLIGHTLY MUTILATED MAKING PART
 CY0354'OF STAMPING ILLEGIBLE. NOTE-- CONCRETE FOUNDATION WAS FOUND TO BE IN
 CY0354'LAYERS, FOUR-TO SIX-INCH CRACKS NOW SHOWING.
 CY0354
 CY0354                          STATION RECOVERY (1974)
 CY0354
 CY0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY0354'MARK NOT FOUND.
 CY0354
 CY0354                          STATION RECOVERY (2008)
 CY0354
 CY0354'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0354'UNABLE TO LOCATE ANY CONCRETE FOUNDATION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0588 ***********************************************************************
 CZ0588  DESIGNATION -  B 140
 CZ0588  PID         -  CZ0588
 CZ0588  STATE/COUNTY-  AZ/PIMA
 CZ0588  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0588
 CZ0588                         *CURRENT SURVEY CONTROL
 CZ0588  ___________________________________________________________________
 CZ0588* NAD 83(1986)-  32 27 51.     (N)    111 20 47.     (W)     SCALED    
 CZ0588* NAVD 88     -       577.96   (+/-2cm)    1896.2    (feet)  VERTCON   
 CZ0588  ___________________________________________________________________
 CZ0588  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0588
 CZ0588.The horizontal coordinates were scaled from a topographic map and have
 CZ0588.an estimated accuracy of +/- 6 seconds.
 CZ0588
 CZ0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0588.The vertical order pertains to the NGVD 29 superseded value.
 CZ0588
 CZ0588.The geoid height was determined by GEOID03.
 CZ0588
 CZ0588;                    North         East    Units  Estimated Accuracy
 CZ0588;SPC AZ C     -   162,480.      266,970.      MT  (+/- 180 meters Scaled)
 CZ0588
 CZ0588                          SUPERSEDED SURVEY CONTROL
 CZ0588
 CZ0588  NGVD 29 (??/??/92)  577.456  (m)         1894.54   (f) ADJ UNCH    2 0
 CZ0588
 CZ0588.Superseded values are not recommended for survey control.
 CZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0588.See file dsdata.txt to determine how the superseded data were derived.
 CZ0588
 CZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA674919(NAD 83)
 CZ0588_MARKER: DB = BENCH MARK DISK
 CZ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0588_STAMPING: B 140 1935
 CZ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0588+STABILITY: SURFACE MOTION
 CZ0588
 CZ0588  HISTORY     - Date     Condition        Report By
 CZ0588  HISTORY     - 1935     MONUMENTED       CGS
 CZ0588  HISTORY     - 1959     MARK NOT FOUND   NGS
 CZ0588
 CZ0588                          STATION DESCRIPTION
 CZ0588
 CZ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CZ0588'14.3 MI W FROM RILLITO.
 CZ0588'14.3 MILES WEST OF RILLITO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0588'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 0.2
 CZ0588'MILE SOUTHEAST ALONG STATE HIGHWAY 84, THENCE 1.3 MILES SOUTH ALONG A
 CZ0588'PRIVATE ROAD (THROUGH THE ARIZONA PORTLAND CEMENT CO. PLANT), AND
 CZ0588'THENCE 12.8 MILES WEST ALONG THE SILVERBELL ROAD (ACROSS THE AIRSTRIP
 CZ0588'AT MARANA AUX. 2 AIRPORT).  IT IS 65 FEET WEST OF THE WEST END OF A
 CZ0588'CATTLE GUARD, AT THE T-JUNCTION OF A TRACK ROAD LEADING NORTH, 46-1/2
 CZ0588'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 38-1/2 FEET NORTHWEST OF
 CZ0588'THE CENTERLINE OF THE MAIN ROAD, 6.4 FEET NORTHWEST OF A WHITE WOODEN
 CZ0588'WITNESS POST, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 CZ0588'STAMPED S 140 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0588'0.4 FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK IS ALSO 13.2 MILES
 CZ0588'SOUTH OF RED ROCK, PINAL COUNTY, IT MAY BE REACHED FROM THE SOUTHERN
 CZ0588'PACIFIC CO. RAILROAD STATION BY GOING 0.2 MILE SOUTHEAST ALONG STATE
 CZ0588'HIGHWAY 84, THENCE 5.7 MILES SOUTHWEST ALONG A GRADED ROAD, THENCE 4.2
 CZ0588'MILES SOUTH ALONG A GRADED ROAD THROUGH A RANCH YARD TO THE PIMA PINAL
 CZ0588'COUNTY LINE, AND THENCE 3.1 MILES SOUTHEAST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0125 ***********************************************************************
 ES0125  DESIGNATION -  B 141
 ES0125  PID         -  ES0125
 ES0125  STATE/COUNTY-  AZ/NAVAJO
 ES0125  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0125
 ES0125                         *CURRENT SURVEY CONTROL
 ES0125  ___________________________________________________________________
 ES0125* NAD 83(1986)-  34 16 46.     (N)    110 05 38.     (W)     SCALED    
 ES0125* NAVD 88     -      1890.666  (meters)    6202.96   (feet)  ADJUSTED  
 ES0125  ___________________________________________________________________
 ES0125  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0125  DYNAMIC HT  -        1887.877 (meters)    6193.81  (feet)  COMP
 ES0125  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 ES0125
 ES0125  VERT ORDER  -  SECOND    CLASS 0
 ES0125
 ES0125.The horizontal coordinates were scaled from a topographic map and have
 ES0125.an estimated accuracy of +/- 6 seconds.
 ES0125
 ES0125.The orthometric height was determined by differential leveling
 ES0125.and adjusted in June 1991.
 ES0125
 ES0125.The geoid height was determined by GEOID03.
 ES0125
 ES0125.The dynamic height is computed by dividing the NAVD 88
 ES0125.geopotential number by the normal gravity value computed on the
 ES0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0125.degrees latitude (g = 980.6199 gals.).
 ES0125
 ES0125.The modeled gravity was interpolated from observed gravity values.
 ES0125
 ES0125;                    North         East    Units  Estimated Accuracy
 ES0125;SPC AZ E     -   363,650.      220,060.      MT  (+/- 180 meters Scaled)
 ES0125
 ES0125                          SUPERSEDED SURVEY CONTROL
 ES0125
 ES0125  NGVD 29 (??/??/92) 1889.774  (m)         6200.03   (f) ADJ UNCH    2 0
 ES0125
 ES0125.Superseded values are not recommended for survey control.
 ES0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0125.See file dsdata.txt to determine how the superseded data were derived.
 ES0125
 ES0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC834935(NAD 83)
 ES0125_MARKER: DB = BENCH MARK DISK
 ES0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0125_STAMPING: B 141 1935
 ES0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0125+STABILITY: SURFACE MOTION
 ES0125
 ES0125  HISTORY     - Date     Condition        Report By
 ES0125  HISTORY     - 1935     MONUMENTED       CGS
 ES0125  HISTORY     - 1970     GOOD             USGS
 ES0125  HISTORY     - 1983     GOOD             NGS
 ES0125
 ES0125                          STATION DESCRIPTION
 ES0125
 ES0125'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES0125'0.1 MI N FROM SHOW LOW.
 ES0125'0.1 MILE NORTH ALONG STATE HWY. 173 FROM THE POST OFFICE AT SHOW LOW.
 ES0125'1.5 MILES SOUTHWEST ALONG U.S. HWY. 60 FROM THE POST OFFICE AT SHOW
 ES0125'LOW, TO THE JUNCTION OF STATE HWY 260, THENCE 2.3 MILES NORTHWEST
 ES0125'ALONG STATE HWY 260 TO A Y-RD NORTHEAST, THENCE 1.3 MILES NORTHEAST
 ES0125'ALONG THE DIRT RD, 50 FEET NORTHEAST OF A JCT. WITH A PRIVATE RD.
 ES0125'LEADING NORTHWEST, 30 FEET EAST OF THE CENTERLINE OF THE ROAD., 1 FOOT
 ES0125'ABOVE THE ROAD, SET IN A CONCRETE POST, A STANDARD DISK, STAMPED B 141
 ES0125'1935.
 ES0125
 ES0125                          STATION RECOVERY (1983)
 ES0125
 ES0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0244 ***********************************************************************
 ES0244  DESIGNATION -  B 142
 ES0244  PID         -  ES0244
 ES0244  STATE/COUNTY-  AZ/NAVAJO
 ES0244  USGS QUAD   -  POTATO WASH NORTH (1971)
 ES0244
 ES0244                         *CURRENT SURVEY CONTROL
 ES0244  ___________________________________________________________________
 ES0244* NAD 83(1986)-  34 44 01.     (N)    110 42 33.     (W)     SCALED    
 ES0244* NAVD 88     -      1771.434  (meters)    5811.78   (feet)  ADJUSTED  
 ES0244  ___________________________________________________________________
 ES0244  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0244  DYNAMIC HT  -        1768.923 (meters)    5803.54  (feet)  COMP
 ES0244  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 ES0244
 ES0244  VERT ORDER  -  SECOND    CLASS 0
 ES0244
 ES0244.The horizontal coordinates were scaled from a topographic map and have
 ES0244.an estimated accuracy of +/- 6 seconds.
 ES0244
 ES0244.The orthometric height was determined by differential leveling
 ES0244.and adjusted in June 1991.
 ES0244
 ES0244.The geoid height was determined by GEOID03.
 ES0244
 ES0244.The dynamic height is computed by dividing the NAVD 88
 ES0244.geopotential number by the normal gravity value computed on the
 ES0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0244.degrees latitude (g = 980.6199 gals.).
 ES0244
 ES0244.The modeled gravity was interpolated from observed gravity values.
 ES0244
 ES0244;                    North         East    Units  Estimated Accuracy
 ES0244;SPC AZ E     -   414,160.      163,680.      MT  (+/- 180 meters Scaled)
 ES0244
 ES0244                          SUPERSEDED SURVEY CONTROL
 ES0244
 ES0244  NGVD 29 (??/??/92) 1770.545  (m)         5808.86   (f) ADJ UNCH    2 0
 ES0244
 ES0244.Superseded values are not recommended for survey control.
 ES0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0244.See file dsdata.txt to determine how the superseded data were derived.
 ES0244
 ES0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD266435(NAD 83)
 ES0244_MARKER: DB = BENCH MARK DISK
 ES0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0244_STAMPING: B-142 1935
 ES0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0244+STABILITY: SURFACE MOTION
 ES0244
 ES0244  HISTORY     - Date     Condition        Report By
 ES0244  HISTORY     - 1935     MONUMENTED       CGS
 ES0244  HISTORY     - 1971     GOOD             NGS
 ES0244
 ES0244                          STATION DESCRIPTION
 ES0244
 ES0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0244'18.4 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0244'18.4 MI NE ALONG ROAD TO WINSLOW.  21.6 MI. S.W. OF WINSLOW (UNION OIL
 ES0244'CO. PLANT).  ON A GRASS COVERED MESA, 30 FEET E OF THE CENTERLINE OF
 ES0244'THE ROAD.
 ES0244
 ES0244                          STATION RECOVERY (1971)
 ES0244
 ES0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ES0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0166 ***********************************************************************
 ES0166  DESIGNATION -  B 146
 ES0166  PID         -  ES0166
 ES0166  STATE/COUNTY-  AZ/NAVAJO
 ES0166  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0166
 ES0166                         *CURRENT SURVEY CONTROL
 ES0166  ___________________________________________________________________
 ES0166* NAD 83(1986)-  34 14 49.     (N)    110 02 56.     (W)     SCALED    
 ES0166* NAVD 88     -      1961.297  (meters)    6434.69   (feet)  ADJUSTED  
 ES0166  ___________________________________________________________________
 ES0166  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0166  DYNAMIC HT  -        1958.383 (meters)    6425.13  (feet)  COMP
 ES0166  MODELED GRAV-     979,079.8   (mgal)                       NAVD 88
 ES0166
 ES0166  VERT ORDER  -  SECOND    CLASS 0
 ES0166
 ES0166.The horizontal coordinates were scaled from a topographic map and have
 ES0166.an estimated accuracy of +/- 6 seconds.
 ES0166
 ES0166.The orthometric height was determined by differential leveling
 ES0166.and adjusted in June 1991.
 ES0166
 ES0166.The geoid height was determined by GEOID03.
 ES0166
 ES0166.The dynamic height is computed by dividing the NAVD 88
 ES0166.geopotential number by the normal gravity value computed on the
 ES0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0166.degrees latitude (g = 980.6199 gals.).
 ES0166
 ES0166.The modeled gravity was interpolated from observed gravity values.
 ES0166
 ES0166;                    North         East    Units  Estimated Accuracy
 ES0166;SPC AZ E     -   360,050.      224,210.      MT  (+/- 180 meters Scaled)
 ES0166
 ES0166                          SUPERSEDED SURVEY CONTROL
 ES0166
 ES0166  NGVD 29 (??/??/92) 1960.385  (m)         6431.70   (f) ADJ UNCH    2 0
 ES0166
 ES0166.Superseded values are not recommended for survey control.
 ES0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0166.See file dsdata.txt to determine how the superseded data were derived.
 ES0166
 ES0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC875899(NAD 83)
 ES0166_MARKER: DB = BENCH MARK DISK
 ES0166_SETTING: 80 = SET IN A BOULDER
 ES0166_SP_SET: BOULDER
 ES0166_STAMPING: B 146 1960
 ES0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0166+STABILITY: SURFACE MOTION
 ES0166
 ES0166  HISTORY     - Date     Condition        Report By
 ES0166  HISTORY     - 1960     MONUMENTED       CGS
 ES0166  HISTORY     - 1983     GOOD             NGS
 ES0166
 ES0166                          STATION DESCRIPTION
 ES0166
 ES0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0166'1.4 MI SW FROM SHOW LOW.
 ES0166'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0166'SHOW LOW, THENCE 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0166'HIGHWAY 77, IN SECTION 19, R 22 E, T 10 N, SET IN THE TOP OF A LARGE
 ES0166'SANDSTONE BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND, 65 FEET
 ES0166'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTHWEST OF A
 ES0166'POWER POLE WITH A STREET LAMP, 1 FOOT SOUTHEAST OF A RAIL FENCE, AND
 ES0166'ABOUT 4 FEET BELOW THE HIGHWAY.
 ES0166
 ES0166                          STATION RECOVERY (1983)
 ES0166
 ES0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0319 ***********************************************************************
 DU0319  DESIGNATION -  B 147
 DU0319  PID         -  DU0319
 DU0319  STATE/COUNTY-  AZ/GILA
 DU0319  USGS QUAD   -  CHRYSOTILE (1966)
 DU0319
 DU0319                         *CURRENT SURVEY CONTROL
 DU0319  ___________________________________________________________________
 DU0319* NAD 83(1986)-  33 44 44.     (N)    110 31 28.     (W)     SCALED    
 DU0319* NAVD 88     -      1547.762  (meters)    5077.95   (feet)  ADJUSTED  
 DU0319  ___________________________________________________________________
 DU0319  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DU0319  DYNAMIC HT  -        1545.553 (meters)    5070.70  (feet)  COMP
 DU0319  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 DU0319
 DU0319  VERT ORDER  -  FIRST     CLASS II
 DU0319
 DU0319.The horizontal coordinates were scaled from a topographic map and have
 DU0319.an estimated accuracy of +/- 6 seconds.
 DU0319
 DU0319.The orthometric height was determined by differential leveling
 DU0319.and adjusted in June 1991.
 DU0319
 DU0319.The geoid height was determined by GEOID03.
 DU0319
 DU0319.The dynamic height is computed by dividing the NAVD 88
 DU0319.geopotential number by the normal gravity value computed on the
 DU0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0319.degrees latitude (g = 980.6199 gals.).
 DU0319
 DU0319.The modeled gravity was interpolated from observed gravity values.
 DU0319
 DU0319;                    North         East    Units  Estimated Accuracy
 DU0319;SPC AZ E     -   304,490.      180,210.      MT  (+/- 180 meters Scaled)
 DU0319
 DU0319                          SUPERSEDED SURVEY CONTROL
 DU0319
 DU0319  NGVD 29 (??/??/92) 1547.052  (m)         5075.62   (f) ADJ UNCH    1 2
 DU0319
 DU0319.Superseded values are not recommended for survey control.
 DU0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0319.See file dsdata.txt to determine how the superseded data were derived.
 DU0319
 DU0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC440340(NAD 83)
 DU0319_MARKER: DB = BENCH MARK DISK
 DU0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0319_STAMPING: B 147 1960
 DU0319_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0319+STABILITY: SURFACE MOTION
 DU0319
 DU0319  HISTORY     - Date     Condition        Report By
 DU0319  HISTORY     - 1960     MONUMENTED       CGS
 DU0319  HISTORY     - 1979     GOOD             NGS
 DU0319  HISTORY     - 19960918 GOOD             USPSQD
 DU0319
 DU0319                          STATION DESCRIPTION
 DU0319
 DU0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0319'1.0 MI SW FROM SENECA.
 DU0319'ABOUT 1.0 MILE SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0319'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 72
 DU0319'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON THE OUTSIDE AND
 DU0319'NEAR THE MIDDLE OF A CURVE IN THE HIGHWAY, 29 FEET NORTHWEST OF A
 DU0319'FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 DU0319'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 DU0319'6 INCHES.
 DU0319
 DU0319                          STATION RECOVERY (1979)
 DU0319
 DU0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0319'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0319'IN SALT RIVER CANYON, 0.3 MILE NORTH OF MILE POST 286, 66 FEET
 DU0319'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET NORTHEAST OF THE
 DU0319'NORTHEAST END OF A STEEL GUARD RAIL AND 22 FEET WEST OF A RIGHT OF
 DU0319'WAY FENCE.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST
 DU0319'OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0319'THE MARK IS 1.2 FT  NE FROM A WITNESS POST.
 DU0319'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU0319
 DU0319                          STATION RECOVERY (1996)
 DU0319
 DU0319'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0153 ***********************************************************************
 DU0153  DESIGNATION -  B 149
 DU0153  PID         -  DU0153
 DU0153  STATE/COUNTY-  AZ/GRAHAM
 DU0153  USGS QUAD   -  SAN CARLOS (1979)
 DU0153
 DU0153                         *CURRENT SURVEY CONTROL
 DU0153  ___________________________________________________________________
 DU0153* NAD 83(1986)-  33 19 22.     (N)    110 25 20.     (W)     SCALED    
 DU0153* NAVD 88     -       861.068  (meters)    2825.02   (feet)  ADJUSTED  
 DU0153  ___________________________________________________________________
 DU0153  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU0153  DYNAMIC HT  -         859.916 (meters)    2821.24  (feet)  COMP
 DU0153  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 DU0153
 DU0153  VERT ORDER  -  SECOND    CLASS 0
 DU0153
 DU0153.The horizontal coordinates were scaled from a topographic map and have
 DU0153.an estimated accuracy of +/- 6 seconds.
 DU0153
 DU0153.The orthometric height was determined by differential leveling
 DU0153.and adjusted in June 1991.
 DU0153
 DU0153.The geoid height was determined by GEOID03.
 DU0153
 DU0153.The dynamic height is computed by dividing the NAVD 88
 DU0153.geopotential number by the normal gravity value computed on the
 DU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0153.degrees latitude (g = 980.6199 gals.).
 DU0153
 DU0153.The modeled gravity was interpolated from observed gravity values.
 DU0153
 DU0153;                    North         East    Units  Estimated Accuracy
 DU0153;SPC AZ E     -   257,580.      189,570.      MT  (+/- 180 meters Scaled)
 DU0153
 DU0153                          SUPERSEDED SURVEY CONTROL
 DU0153
 DU0153  NGVD 29 (??/??/92)  860.487  (m)         2823.11   (f) ADJ UNCH    2 0
 DU0153
 DU0153.Superseded values are not recommended for survey control.
 DU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0153.See file dsdata.txt to determine how the superseded data were derived.
 DU0153
 DU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB537872(NAD 83)
 DU0153_MARKER: DB = BENCH MARK DISK
 DU0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0153_STAMPING: B 149 1935
 DU0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0153+STABILITY: SURFACE MOTION
 DU0153
 DU0153  HISTORY     - Date     Condition        Report By
 DU0153  HISTORY     - 1935     MONUMENTED       CGS
 DU0153
 DU0153                          STATION DESCRIPTION
 DU0153
 DU0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0153'2.0 MI S FROM SAN CARLOS.
 DU0153'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.
 DU0153'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 1.9 MILES EAST
 DU0153'ALONG THE ASH CREEK RANCH ROAD, 0.2 MILE WEST OF THE TOP OF A GRADE,
 DU0153'70 YARDS EAST OF THE CENTER OF A CURVE, AND 43 FEET SOUTH OF THE
 DU0153'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 149 1935 AND SET
 DU0153'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0559 ***********************************************************************
 CY0559  DESIGNATION -  B 15
 CY0559  PID         -  CY0559
 CY0559  STATE/COUNTY-  AZ/GRAHAM
 CY0559  USGS QUAD   -  THATCHER (1985)
 CY0559
 CY0559                         *CURRENT SURVEY CONTROL
 CY0559  ___________________________________________________________________
 CY0559* NAD 83(1986)-  32 51 21.     (N)    109 46 50.     (W)     SCALED    
 CY0559* NAVD 88     -       878.209  (meters)    2881.26   (feet)  ADJUSTED  
 CY0559  ___________________________________________________________________
 CY0559  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0559  DYNAMIC HT  -         876.979 (meters)    2877.22  (feet)  COMP
 CY0559  MODELED GRAV-     979,208.5   (mgal)                       NAVD 88
 CY0559
 CY0559  VERT ORDER  -  FIRST     CLASS II
 CY0559
 CY0559.The horizontal coordinates were scaled from a topographic map and have
 CY0559.an estimated accuracy of +/- 6 seconds.
 CY0559
 CY0559.The orthometric height was determined by differential leveling
 CY0559.and adjusted in June 1991.
 CY0559
 CY0559.The geoid height was determined by GEOID03.
 CY0559
 CY0559.The dynamic height is computed by dividing the NAVD 88
 CY0559.geopotential number by the normal gravity value computed on the
 CY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0559.degrees latitude (g = 980.6199 gals.).
 CY0559
 CY0559.The modeled gravity was interpolated from observed gravity values.
 CY0559
 CY0559;                    North         East    Units  Estimated Accuracy
 CY0559;SPC AZ E     -   205,830.      249,500.      MT  (+/- 180 meters Scaled)
 CY0559
 CY0559                          SUPERSEDED SURVEY CONTROL
 CY0559
 CY0559  NGVD 29 (??/??/92)  877.611  (m)         2879.30   (f) ADJ UNCH    1 2
 CY0559
 CY0559.Superseded values are not recommended for survey control.
 CY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0559.See file dsdata.txt to determine how the superseded data were derived.
 CY0559
 CY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB141359(NAD 83)
 CY0559_MARKER: DB = BENCH MARK DISK
 CY0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0559_SP_SET: CULVERT
 CY0559_STAMPING: 2879.295 B 15 1932
 CY0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0559
 CY0559  HISTORY     - Date     Condition        Report By
 CY0559  HISTORY     - 1932     MONUMENTED       CGS
 CY0559  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0559  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0559
 CY0559                          STATION DESCRIPTION
 CY0559
 CY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0559'1.4 MI NW FROM THATCHER.
 CY0559'ON CONCRETE CURB OF HIGHWAY CULVERT, 50 FEET NORTHEAST OF SOUTHERN
 CY0559'PACIFIC RAILROAD CENTERLINE, 120 FEET NORTH OF MILEPOST 1142.
 CY0559
 CY0559                          STATION RECOVERY (1958)
 CY0559
 CY0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0559'MARK NOT FOUND.
 CY0559
 CY0559                          STATION RECOVERY (1979)
 CY0559
 CY0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0559'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0291 ***********************************************************************
 FR0291  DESIGNATION -  B 15
 FR0291  PID         -  FR0291
 FR0291  STATE/COUNTY-  AZ/COCONINO
 FR0291  USGS QUAD   -  TRINITY MTN (1981)
 FR0291
 FR0291                         *CURRENT SURVEY CONTROL
 FR0291  ___________________________________________________________________
 FR0291* NAD 83(1986)-  35 25 01.     (N)    112 50 27.     (W)     SCALED    
 FR0291* NAVD 88     -      1720.087  (meters)    5643.32   (feet)  POSTED    
 FR0291  ___________________________________________________________________
 FR0291  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 FR0291  DYNAMIC HT  -        1717.760 (meters)    5635.68  (feet)  COMP
 FR0291  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 FR0291
 FR0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0291
 FR0291.The horizontal coordinates were scaled from a topographic map and have
 FR0291.an estimated accuracy of +/- 6 seconds.
 FR0291
 FR0291.The orthometric height was determined by differential leveling
 FR0291.and adjusted by the  in 1992.
 FR0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0291.rate of 0.0 thru 1.0 mm/km.
 FR0291
 FR0291.The geoid height was determined by GEOID03.
 FR0291
 FR0291.The dynamic height is computed by dividing the NAVD 88
 FR0291.geopotential number by the normal gravity value computed on the
 FR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0291.degrees latitude (g = 980.6199 gals.).
 FR0291
 FR0291.The modeled gravity was interpolated from observed gravity values.
 FR0291
 FR0291;                    North         East    Units  Estimated Accuracy
 FR0291;SPC AZ C     -   490,220.      129,430.      MT  (+/- 180 meters Scaled)
 FR0291
 FR0291                          SUPERSEDED SURVEY CONTROL
 FR0291
 FR0291  NGVD 29 (??/??/92) 1719.145  (m)         5640.23   (f) ADJ UNCH    2 0
 FR0291
 FR0291.Superseded values are not recommended for survey control.
 FR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0291.See file dsdata.txt to determine how the superseded data were derived.
 FR0291
 FR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE328208(NAD 83)
 FR0291_MARKER: DD = SURVEY DISK
 FR0291_SETTING: 66 = SET IN ROCK OUTCROP
 FR0291_SP_SET: OUTCROP
 FR0291_STAMPING: B 15 1920 5640
 FR0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0291+STABILITY: POSITION/ELEVATION WELL
 FR0291
 FR0291  HISTORY     - Date     Condition        Report By
 FR0291  HISTORY     - 1920     MONUMENTED       USGS
 FR0291  HISTORY     - 1968     GOOD             NGS
 FR0291
 FR0291                          STATION DESCRIPTION
 FR0291
 FR0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0291'8.7 MI N FROM SELIGMAN.
 FR0291'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0291'THE STATION AT SELIGMAN, THENCE 7.65 MILES NORTH ALONG A DIRT ROAD,
 FR0291'0.15 MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD NORTHEAST TO A
 FR0291'LARGE BLACK WATER TANK, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT
 FR0291'1/2 FOOT ABOVE THE GROUND, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 FR0291'ROAD, 1.0 FOOT SOUTHEAST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER
 FR0291'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0175 ***********************************************************************
 DU0175  DESIGNATION -  B 150
 DU0175  PID         -  DU0175
 DU0175  STATE/COUNTY-  AZ/GRAHAM
 DU0175  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0175
 DU0175                         *CURRENT SURVEY CONTROL
 DU0175  ___________________________________________________________________
 DU0175* NAD 83(1986)-  33 19 23.     (N)    110 19 44.     (W)     SCALED    
 DU0175* NAVD 88     -      1116.825  (meters)    3664.12   (feet)  ADJUSTED  
 DU0175  ___________________________________________________________________
 DU0175  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DU0175  DYNAMIC HT  -        1115.290 (meters)    3659.08  (feet)  COMP
 DU0175  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 DU0175
 DU0175  VERT ORDER  -  SECOND    CLASS 0
 DU0175
 DU0175.The horizontal coordinates were scaled from a topographic map and have
 DU0175.an estimated accuracy of +/- 6 seconds.
 DU0175
 DU0175.The orthometric height was determined by differential leveling
 DU0175.and adjusted in June 1991.
 DU0175
 DU0175.The geoid height was determined by GEOID03.
 DU0175
 DU0175.The dynamic height is computed by dividing the NAVD 88
 DU0175.geopotential number by the normal gravity value computed on the
 DU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0175.degrees latitude (g = 980.6199 gals.).
 DU0175
 DU0175.The modeled gravity was interpolated from observed gravity values.
 DU0175
 DU0175;                    North         East    Units  Estimated Accuracy
 DU0175;SPC AZ E     -   257,590.      198,260.      MT  (+/- 180 meters Scaled)
 DU0175
 DU0175                          SUPERSEDED SURVEY CONTROL
 DU0175
 DU0175  NGVD 29 (??/??/92) 1116.219  (m)         3662.13   (f) ADJ UNCH    2 0
 DU0175
 DU0175.Superseded values are not recommended for survey control.
 DU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0175.See file dsdata.txt to determine how the superseded data were derived.
 DU0175
 DU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB624873(NAD 83)
 DU0175_MARKER: DB = BENCH MARK DISK
 DU0175_SETTING: 66 = SET IN ROCK OUTCROP
 DU0175_SP_SET: ROCK OUTCROP
 DU0175_STAMPING: B 150 1935
 DU0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0175+STABILITY: POSITION/ELEVATION WELL
 DU0175
 DU0175  HISTORY     - Date     Condition        Report By
 DU0175  HISTORY     - 1935     MONUMENTED       CGS
 DU0175  HISTORY     - 1965     MARK NOT FOUND   NGS
 DU0175
 DU0175                          STATION DESCRIPTION
 DU0175
 DU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0175'11.7 MI E FROM SAN CARLOS.
 DU0175'IN GRAHAM COUNTY, 11.7 MILES EAST ALONG THE ASH CREEK RANCH ROAD FROM
 DU0175'SAN CARLOS, GILA COUNTY, THENCE 3.9 MILES SOUTHWEST ALONG THE
 DU0175'HACKBERRY WASH ROAD, 0.7 MILE NORTHEAST OF A GATE, 75 FEET EAST OF THE
 DU0175'CENTERLINE OF THE ROAD, 4 FEET EAST OF A 12-INCH TREE, AND IN THE TOP
 DU0175'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED B 150 1935.
 DU0175
 DU0175                          STATION RECOVERY (1965)
 DU0175
 DU0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0392 ***********************************************************************
 DT0392  DESIGNATION -  B 153
 DT0392  PID         -  DT0392
 DT0392  STATE/COUNTY-  AZ/GRAHAM
 DT0392  USGS QUAD   -  BONITA TANK (1989)
 DT0392
 DT0392                         *CURRENT SURVEY CONTROL
 DT0392  ___________________________________________________________________
 DT0392* NAD 83(1986)-  33 12 49.     (N)    109 48 45.     (W)     SCALED    
 DT0392* NAVD 88     -      1513.795  (meters)    4966.51   (feet)  ADJUSTED  
 DT0392  ___________________________________________________________________
 DT0392  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DT0392  DYNAMIC HT  -        1511.541 (meters)    4959.11  (feet)  COMP
 DT0392  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 DT0392
 DT0392  VERT ORDER  -  SECOND    CLASS 0
 DT0392
 DT0392.The horizontal coordinates were scaled from a topographic map and have
 DT0392.an estimated accuracy of +/- 6 seconds.
 DT0392
 DT0392.The orthometric height was determined by differential leveling
 DT0392.and adjusted in June 1991.
 DT0392
 DT0392.The geoid height was determined by GEOID03.
 DT0392
 DT0392.The dynamic height is computed by dividing the NAVD 88
 DT0392.geopotential number by the normal gravity value computed on the
 DT0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0392.degrees latitude (g = 980.6199 gals.).
 DT0392
 DT0392.The modeled gravity was interpolated from observed gravity values.
 DT0392
 DT0392;                    North         East    Units  Estimated Accuracy
 DT0392;SPC AZ E     -   245,500.      246,380.      MT  (+/- 180 meters Scaled)
 DT0392
 DT0392                          SUPERSEDED SURVEY CONTROL
 DT0392
 DT0392  NGVD 29 (??/??/92) 1513.047  (m)         4964.06   (f) ADJ UNCH    2 0
 DT0392
 DT0392.Superseded values are not recommended for survey control.
 DT0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0392.See file dsdata.txt to determine how the superseded data were derived.
 DT0392
 DT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB106755(NAD 83)
 DT0392_MARKER: DB = BENCH MARK DISK
 DT0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0392_STAMPING: B 153 1935
 DT0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0392+STABILITY: SURFACE MOTION
 DT0392
 DT0392  HISTORY     - Date     Condition        Report By
 DT0392  HISTORY     - 1935     MONUMENTED       CGS
 DT0392
 DT0392                          STATION DESCRIPTION
 DT0392
 DT0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0392'15.0 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0392'15.0 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.7 MI. NW OF GATE ACROSS
 DT0392'ROAD, ABOUT 115 FT. NE OF WASH AND 45 FT SW OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0289 ***********************************************************************
 ET0289  DESIGNATION -  B 155
 ET0289  PID         -  ET0289
 ET0289  STATE/COUNTY-  AZ/YAVAPAI
 ET0289  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0289
 ET0289                         *CURRENT SURVEY CONTROL
 ET0289  ___________________________________________________________________
 ET0289* NAD 83(1986)-  34 16 42.     (N)    112 07 02.     (W)     SCALED    
 ET0289* NAVD 88     -      1101.97   (+/-2cm)    3615.4    (feet)  VERTCON   
 ET0289  ___________________________________________________________________
 ET0289  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 ET0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0289
 ET0289.The horizontal coordinates were scaled from a topographic map and have
 ET0289.an estimated accuracy of +/- 6 seconds.
 ET0289
 ET0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0289.The vertical order pertains to the NGVD 29 superseded value.
 ET0289
 ET0289.The geoid height was determined by GEOID03.
 ET0289
 ET0289;                    North         East    Units  Estimated Accuracy
 ET0289;SPC AZ C     -   363,540.      194,890.      MT  (+/- 180 meters Scaled)
 ET0289
 ET0289                          SUPERSEDED SURVEY CONTROL
 ET0289
 ET0289  NGVD 29 (??/??/92) 1101.303  (m)         3613.19   (f) ADJ UNCH    2 0
 ET0289
 ET0289.Superseded values are not recommended for survey control.
 ET0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0289.See file dsdata.txt to determine how the superseded data were derived.
 ET0289
 ET0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC971935(NAD 83)
 ET0289_MARKER: DB = BENCH MARK DISK
 ET0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0289_STAMPING: B 155 1935
 ET0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0289+STABILITY: SURFACE MOTION
 ET0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0289+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2008
 ET0289
 ET0289  HISTORY     - Date     Condition        Report By
 ET0289  HISTORY     - 1935     MONUMENTED       CGS
 ET0289  HISTORY     - 1974     GOOD             USGS
 ET0289  HISTORY     - 20081122 GOOD             GEOCAC
 ET0289
 ET0289                          STATION DESCRIPTION
 ET0289
 ET0289'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0289'4.3 MI SE FROM CORDES.
 ET0289'3.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD AND INTERSTATE 17 FROM
 ET0289'THE ROAD JUNCTION AT CORDES, 0.4 MILE SOUTHEAST ALONG INTERSTATE 17
 ET0289'FROM THE JUNCTION OF BLOODY BASIN ROAD, 150 FEET NORTHEAST OF THE
 ET0289'CENTER OF THE SOUTH BOUND LANES AT MILE POST 259, 13 FEET LOWER THAN
 ET0289'THE HIGHWAY, 2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ET0289'CONCRETE POST WHICH PROJECTS 0.8 FT. ABOVE THE GROUND.
 ET0289
 ET0289                          STATION RECOVERY (2008)
 ET0289
 ET0289'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0289'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF
 ET0289'N 34 16.714' W 112 07.039'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0125 ***********************************************************************
 DU0125  DESIGNATION -  B 16
 DU0125  PID         -  DU0125
 DU0125  STATE/COUNTY-  AZ/GRAHAM
 DU0125  USGS QUAD   -  DEWEY FLAT (1989)
 DU0125
 DU0125                         *CURRENT SURVEY CONTROL
 DU0125  ___________________________________________________________________
 DU0125* NAD 83(1986)-  33 13 43.     (N)    110 21 47.     (W)     SCALED    
 DU0125* NAVD 88     -       785.227  (meters)    2576.20   (feet)  ADJUSTED  
 DU0125  ___________________________________________________________________
 DU0125  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU0125  DYNAMIC HT  -         784.175 (meters)    2572.75  (feet)  COMP
 DU0125  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 DU0125
 DU0125  VERT ORDER  -  FIRST     CLASS II
 DU0125
 DU0125.The horizontal coordinates were scaled from a topographic map and have
 DU0125.an estimated accuracy of +/- 6 seconds.
 DU0125
 DU0125.The orthometric height was determined by differential leveling
 DU0125.and adjusted in June 1991.
 DU0125
 DU0125.The geoid height was determined by GEOID03.
 DU0125
 DU0125.The dynamic height is computed by dividing the NAVD 88
 DU0125.geopotential number by the normal gravity value computed on the
 DU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0125.degrees latitude (g = 980.6199 gals.).
 DU0125
 DU0125.The modeled gravity was interpolated from observed gravity values.
 DU0125
 DU0125;                    North         East    Units  Estimated Accuracy
 DU0125;SPC AZ E     -   247,120.      195,060.      MT  (+/- 180 meters Scaled)
 DU0125
 DU0125                          SUPERSEDED SURVEY CONTROL
 DU0125
 DU0125  NGVD 29 (??/??/92)  784.653  (m)         2574.32   (f) ADJ UNCH    1 2
 DU0125
 DU0125.Superseded values are not recommended for survey control.
 DU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0125.See file dsdata.txt to determine how the superseded data were derived.
 DU0125
 DU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB593768(NAD 83)
 DU0125_MARKER: DB = BENCH MARK DISK
 DU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0125_STAMPING: 2574.316 B 16 1933
 DU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0125+STABILITY: SURFACE MOTION
 DU0125
 DU0125  HISTORY     - Date     Condition        Report By
 DU0125  HISTORY     - 1933     MONUMENTED       CGS
 DU0125  HISTORY     - 1961     MARK NOT FOUND   USGS
 DU0125
 DU0125                          STATION DESCRIPTION
 DU0125
 DU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0125'12.8 MI SE FROM SAN CARLOS.
 DU0125'ON SOUTHERN PACIFIC RIGHT OF WAY, 2200 FEET SOUTHWEST OF MILEPOST
 DU0125'1188, 15 FEET SOUTH OF RAILROAD CENTER-LINE, 22 FEET SOUTHEAST OF
 DU0125'RAILROAD CROSSING.
 DU0125
 DU0125                          STATION RECOVERY (1961)
 DU0125
 DU0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DU0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0664 ***********************************************************************
 FQ0664  DESIGNATION -  B 162
 FQ0664  PID         -  FQ0664
 FQ0664  STATE/COUNTY-  AZ/COCONINO
 FQ0664  USGS QUAD   -  BELLEMONT (1980)
 FQ0664
 FQ0664                         *CURRENT SURVEY CONTROL
 FQ0664  ___________________________________________________________________
 FQ0664* NAD 83(1992)-  35 11 59.32912(N)    111 48 35.08998(W)     ADJUSTED  
 FQ0664* NAVD 88     -      2197.     (meters)    7208.     (feet)  SCALED    
 FQ0664  ___________________________________________________________________
 FQ0664  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 FQ0664  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0664  HORZ ORDER  -  SECOND
 FQ0664
 FQ0664.The horizontal coordinates were established by classical geodetic methods
 FQ0664.and adjusted by the National Geodetic Survey in August 1993.
 FQ0664
 FQ0664.The orthometric height was scaled from a topographic map.
 FQ0664
 FQ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0664
 FQ0664.The geoid height was determined by GEOID03.
 FQ0664
 FQ0664;                    North         East     Units Scale Factor Converg.
 FQ0664;SPC AZ C     -   465,745.042   223,095.723   MT  0.99990117   +0 03 41.9
 FQ0664;SPC AZ C     - 1,528,034.91    731,941.35   iFT  0.99990117   +0 03 41.9
 FQ0664;UTM  12      - 3,895,502.262   426,288.468   MT  0.99966696   -0 28 00.4
 FQ0664
 FQ0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0664!SPC AZ C     -   0.99965889  x   0.99990117  =   0.99956009
 FQ0664!UTM  12      -   0.99965889  x   0.99966696  =   0.99932596
 FQ0664
 FQ0664|---------------------------------------------------------------------|
 FQ0664| PID    Reference Object                     Distance      Geod. Az  |
 FQ0664|                                                           dddmmss.s |
 FQ0664| CH2232 B 162 RM 1                            3.580 METERS 22042     |
 FQ0664| FQ0667 C 410                               APPROX. 5.0 KM 2640047.3 |
 FQ0664|---------------------------------------------------------------------|
 FQ0664
 FQ0664                          SUPERSEDED SURVEY CONTROL
 FQ0664
 FQ0664  NAD 83(1986)-  35 11 59.32631(N)    111 48 35.08718(W) AD(       ) 2
 FQ0664  NAD 27      -  35 11 59.28120(N)    111 48 32.49250(W) AD(       ) 2
 FQ0664
 FQ0664.Superseded values are not recommended for survey control.
 FQ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0664.See file dsdata.txt to determine how the superseded data were derived.
 FQ0664
 FQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2628895502(NAD 83)
 FQ0664_MARKER: DS = TRIANGULATION STATION DISK
 FQ0664_SETTING: 0 = UNSPECIFIED SETTING
 FQ0664
 FQ0664  HISTORY     - Date     Condition        Report By
 FQ0664  HISTORY     - 1958     MONUMENTED       CGS
 FQ0664
 FQ0664                          STATION DESCRIPTION
 FQ0664
 FQ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0664'THE STATION IS ON THE CREST OF BUNKER NUMBER B 162 IN THE
 FQ0664'U.S. ARMY NAVAJO ORDNANCE DEPOT, ABOUT 11 MILES WEST OF
 FQ0664'FLAGSTAFF.
 FQ0664'
 FQ0664'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN FLAGSTAFF,
 FQ0664'GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 11.0 MILES TO THE
 FQ0664'MAIN ACCESS ROAD TO THE NAVAJO ORDNANCE DEPOT ON THE LEFT.  TURN
 FQ0664'LEFT AND GO TO THE PROVOST MARSHALLS OFFICE AT THE LEFT OF THE
 FQ0664'MAIN GATE, WHERE A PASS AND BADGE MUST BE OBTAINED BEFORE ENTRY
 FQ0664'ONTO THE DEPOT.  A GUARD WILL BE ASSIGNED AT THIS OFFICE AS
 FQ0664'A GUIDE TO BUNKER B 162.
 FQ0664'
 FQ0664'THE STATION MARK IS A STANDARD DISK STAMPED B 162 1958, BRAZED
 FQ0664'TO THE TOP OF A 2-INCH CAST-IRON PIPE THAT PROJECTS 12 INCHES.
 FQ0664'IT IS 13 FEET SOUTHEAST OF A WITNESS POST AND 8 FEET EAST OF THE
 FQ0664'CONCRETE WALL OF THE WEST END OF THE BUNKER.
 FQ0664'
 FQ0664'R.M. 1 IS A STANDARD DISK STAMPED B 162 NO 1 1958, SET FLUSH IN
 FQ0664'THE SOUTH END OF THE CONCRETE WALL AT THE WEST END OF THE
 FQ0664'BUNKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0308 ***********************************************************************
 DU0308  DESIGNATION -  B 17
 DU0308  PID         -  DU0308
 DU0308  STATE/COUNTY-  AZ/GILA
 DU0308  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DU0308
 DU0308                         *CURRENT SURVEY CONTROL
 DU0308  ___________________________________________________________________
 DU0308* NAD 83(1986)-  33 30 16.     (N)    110 51 56.     (W)     SCALED    
 DU0308* NAVD 88     -       926.198  (meters)    3038.70   (feet)  ADJUSTED  
 DU0308  ___________________________________________________________________
 DU0308  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU0308  DYNAMIC HT  -         924.970 (meters)    3034.67  (feet)  COMP
 DU0308  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 DU0308
 DU0308  VERT ORDER  -  FIRST     CLASS II
 DU0308
 DU0308.The horizontal coordinates were scaled from a topographic map and have
 DU0308.an estimated accuracy of +/- 6 seconds.
 DU0308
 DU0308.The orthometric height was determined by differential leveling
 DU0308.and adjusted in June 1991.
 DU0308
 DU0308.The geoid height was determined by GEOID03.
 DU0308
 DU0308.The dynamic height is computed by dividing the NAVD 88
 DU0308.geopotential number by the normal gravity value computed on the
 DU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0308.degrees latitude (g = 980.6199 gals.).
 DU0308
 DU0308.The modeled gravity was interpolated from observed gravity values.
 DU0308
 DU0308;                    North         East    Units  Estimated Accuracy
 DU0308;SPC AZ E     -   277,910.      148,430.      MT  (+/- 180 meters Scaled)
 DU0308
 DU0308                          SUPERSEDED SURVEY CONTROL
 DU0308
 DU0308  NGVD 29 (??/??/92)  925.604  (m)         3036.75   (f) ADJ UNCH    1 2
 DU0308
 DU0308.Superseded values are not recommended for survey control.
 DU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0308.See file dsdata.txt to determine how the superseded data were derived.
 DU0308
 DU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC124072(NAD 83)
 DU0308_MARKER: DB = BENCH MARK DISK
 DU0308_SETTING: 66 = SET IN ROCK OUTCROP
 DU0308_SP_SET: ROCK OUTCROP
 DU0308_STAMPING: 3036.752 B 17 1933
 DU0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0308+STABILITY: POSITION/ELEVATION WELL
 DU0308
 DU0308  HISTORY     - Date     Condition        Report By
 DU0308  HISTORY     - 1933     MONUMENTED       CGS
 DU0308  HISTORY     - 1934     GOOD             NGS
 DU0308  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0308  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0308  HISTORY     - 20061029 GOOD             GEOCAC
 DU0308
 DU0308                          STATION DESCRIPTION
 DU0308
 DU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0308'10.0 MI N FROM GLOBE.
 DU0308'10.0 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0308'COUNTY, 4.6 MILES NORTHWEST OF A BRIDGE OVER PINAL CREEK, 0.2 MILE
 DU0308'NORTHWEST OF A FOREST RANGER STATION, 125 FEET SOUTH OF A CONCRETE
 DU0308'BRIDGE, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, NORTH OF A
 DU0308'LARGE ROCK OUTCROP, IN THE TOP OF A SMALL IGNEOUS ROCK OUTCROP, AND
 DU0308'ABOUT 3 FEET ABOVE THE GRADE.
 DU0308
 DU0308                          STATION RECOVERY (1934)
 DU0308
 DU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0308'RECOVERED IN GOOD CONDITION.
 DU0308
 DU0308                          STATION RECOVERY (1979)
 DU0308
 DU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0308'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0308
 DU0308                          STATION RECOVERY (2005)
 DU0308
 DU0308'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0308'MARK NOT FOUND. ROAD WIDENED, AREA REGRADED.
 DU0308
 DU0308                          STATION RECOVERY (2006)
 DU0308
 DU0308'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0308'RECOVERED AS DESCRIBED. THE ROADS HAVE CHANGED AND A NEW TO REACH
 DU0308'FOLLOWS.
 DU0308'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0308'COURTHOUSE IN GLOBE, THENCE 4.17 MILES NORTH ALONG STATE HIGHWAY 88
 DU0308'(APACHE TRAIL),TO THE TURN-OFF TO THE OLD HIGHWAY. TURN RIGHT ONTO THE
 DU0308'OLD HIGHWAY AND GO NORTH FOR APPROXIMATELY 3.05 MILES TO THE MARK ON
 DU0308'THE LEFT JUST PAST A SHARP BEND.
 DU0308'125 FEET SOUTH OF A CONCRETE BRIDGE, 25 FEET WEST OF THE CENTERLINE OF
 DU0308'THE HIGHWAY, NORTH OF A LARGE ROCK OUTCROP, IN THE TOP OF A SMALL
 DU0308'IGNEOUS ROCK OUTCROP, AND ABOUT 3 FEET ABOVE THE GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0308 ***********************************************************************
 FR0308  DESIGNATION -  B 18
 FR0308  PID         -  FR0308
 FR0308  STATE/COUNTY-  AZ/COCONINO
 FR0308  USGS QUAD   -  RHODES CANYON (1981)
 FR0308
 FR0308                         *CURRENT SURVEY CONTROL
 FR0308  ___________________________________________________________________
 FR0308* NAD 83(1986)-  35 35 15.     (N)    112 53 04.     (W)     SCALED    
 FR0308* NAVD 88     -      1826.247  (meters)    5991.61   (feet)  POSTED    
 FR0308  ___________________________________________________________________
 FR0308  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 FR0308  DYNAMIC HT  -        1823.810 (meters)    5983.62  (feet)  COMP
 FR0308  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 FR0308
 FR0308  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0308
 FR0308.The horizontal coordinates were scaled from a topographic map and have
 FR0308.an estimated accuracy of +/- 6 seconds.
 FR0308
 FR0308.The orthometric height was determined by differential leveling
 FR0308.and adjusted by the  in 1992.
 FR0308.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0308.rate of 0.0 thru 1.0 mm/km.
 FR0308
 FR0308.The geoid height was determined by GEOID03.
 FR0308
 FR0308.The dynamic height is computed by dividing the NAVD 88
 FR0308.geopotential number by the normal gravity value computed on the
 FR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0308.degrees latitude (g = 980.6199 gals.).
 FR0308
 FR0308.The modeled gravity was interpolated from observed gravity values.
 FR0308
 FR0308;                    North         East    Units  Estimated Accuracy
 FR0308;SPC AZ C     -   509,180.      125,660.      MT  (+/- 180 meters Scaled)
 FR0308
 FR0308                          SUPERSEDED SURVEY CONTROL
 FR0308
 FR0308  NGVD 29 (??/??/92) 1825.318  (m)         5988.56   (f) ADJ UNCH    2 0
 FR0308
 FR0308.Superseded values are not recommended for survey control.
 FR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0308.See file dsdata.txt to determine how the superseded data were derived.
 FR0308
 FR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE292398(NAD 83)
 FR0308_MARKER: DD = SURVEY DISK
 FR0308_SETTING: 66 = SET IN ROCK OUTCROP
 FR0308_SP_SET: LAVA BOULDER
 FR0308_STAMPING: B 18 1920 5989
 FR0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0308+STABILITY: POSITION/ELEVATION WELL
 FR0308
 FR0308  HISTORY     - Date     Condition        Report By
 FR0308  HISTORY     - 1920     MONUMENTED       USGS
 FR0308  HISTORY     - 1968     GOOD             NGS
 FR0308
 FR0308                          STATION DESCRIPTION
 FR0308
 FR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0308'21.45 MI N FROM SELIGMAN.
 FR0308'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA NAD SANTA FE RAILWAY FROM
 FR0308'THE STATION AT SELIGMAN, THENCE 20.4 MILES NORTH ALONG A DIRT ROAD,
 FR0308'0.3 MILE NORTH OF A METAL GATE ACROSS THE ROAD, IN THE TOP OF A BLACK
 FR0308'LAVA BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 140 FEET EAST OF THE
 FR0308'CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A WITNESS POST, AND ABOUT 7
 FR0308'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0282 ***********************************************************************
 DU0282  DESIGNATION -  B 18
 DU0282  PID         -  DU0282
 DU0282  STATE/COUNTY-  AZ/GILA
 DU0282  USGS QUAD   -  HAYDEN (1964)
 DU0282
 DU0282                         *CURRENT SURVEY CONTROL
 DU0282  ___________________________________________________________________
 DU0282* NAD 83(1986)-  33 06 47.     (N)    110 46 45.     (W)     SCALED    
 DU0282* NAVD 88     -       720.85   (+/-2cm)    2365.0    (feet)  VERTCON   
 DU0282  ___________________________________________________________________
 DU0282  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0282
 DU0282.The horizontal coordinates were scaled from a topographic map and have
 DU0282.an estimated accuracy of +/- 6 seconds.
 DU0282
 DU0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0282.The vertical order pertains to the NGVD 29 superseded value.
 DU0282
 DU0282.The geoid height was determined by GEOID03.
 DU0282
 DU0282;                    North         East    Units  Estimated Accuracy
 DU0282;SPC AZ E     -   234,460.      156,200.      MT  (+/- 180 meters Scaled)
 DU0282
 DU0282                          SUPERSEDED SURVEY CONTROL
 DU0282
 DU0282  NGVD 29 (??/??/92)  720.216  (m)         2362.91   (f) ADJ UNCH    2 0
 DU0282
 DU0282.Superseded values are not recommended for survey control.
 DU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0282.See file dsdata.txt to determine how the superseded data were derived.
 DU0282
 DU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB206638(NAD 83)
 DU0282_MARKER: DB = BENCH MARK DISK
 DU0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0282_STAMPING: 2362.958 B 18 1933
 DU0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0282+STABILITY: SURFACE MOTION
 DU0282
 DU0282  HISTORY     - Date     Condition        Report By
 DU0282  HISTORY     - 1933     MONUMENTED       CGS
 DU0282
 DU0282                          STATION DESCRIPTION
 DU0282
 DU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0282'15.0 MI N FROM WINKELMAN.
 DU0282'15.0 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, ON THE SOUTH
 DU0282'BANK OF DRIPPING SPRINGS WASH, NEAR THE CROSSING OF THE WASH, 156 FEET
 DU0282'WEST OF A CONCRETE WATER RESERVOIR, AND 45 FEET SOUTH OF THE CENTER
 DU0282'LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DU0282'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0304 ***********************************************************************
 CZ0304  DESIGNATION -  B 19
 CZ0304  PID         -  CZ0304
 CZ0304  STATE/COUNTY-  AZ/PINAL
 CZ0304  USGS QUAD   -  ORACLE (1988)
 CZ0304
 CZ0304                         *CURRENT SURVEY CONTROL
 CZ0304  ___________________________________________________________________
 CZ0304* NAD 83(1986)-  32 37 08.     (N)    110 47 36.     (W)     SCALED    
 CZ0304* NAVD 88     -      1318.37   (+/-2cm)    4325.4    (feet)  VERTCON   
 CZ0304  ___________________________________________________________________
 CZ0304  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CZ0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0304
 CZ0304.The horizontal coordinates were scaled from a topographic map and have
 CZ0304.an estimated accuracy of +/- 6 seconds.
 CZ0304
 CZ0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0304.The vertical order pertains to the NGVD 29 superseded value.
 CZ0304
 CZ0304.The geoid height was determined by GEOID03.
 CZ0304
 CZ0304;                    North         East    Units  Estimated Accuracy
 CZ0304;SPC AZ C     -   180,050.      318,780.      MT  (+/- 180 meters Scaled)
 CZ0304
 CZ0304                          SUPERSEDED SURVEY CONTROL
 CZ0304
 CZ0304  NGVD 29 (??/??/92) 1317.617  (m)         4322.88   (f) ADJ UNCH    2 0
 CZ0304
 CZ0304.Superseded values are not recommended for survey control.
 CZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0304.See file dsdata.txt to determine how the superseded data were derived.
 CZ0304
 CZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB193090(NAD 83)
 CZ0304_MARKER: DB = BENCH MARK DISK
 CZ0304_SETTING: 80 = SET IN A BOULDER
 CZ0304_SP_SET: GRANITE BOULDER
 CZ0304_STAMPING: 4322.970 B 19 1933
 CZ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0304+STABILITY: SURFACE MOTION
 CZ0304
 CZ0304  HISTORY     - Date     Condition        Report By
 CZ0304  HISTORY     - 1933     MONUMENTED       CGS
 CZ0304  HISTORY     - 1934     GOOD             NGS
 CZ0304  HISTORY     - 19850515 GOOD             USGS
 CZ0304
 CZ0304                          STATION DESCRIPTION
 CZ0304
 CZ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0304'1.5 MI W FROM ORACLE.
 CZ0304'1.5 MILES WEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY, 300
 CZ0304'FEET NORTHEAST OF A BOULDER BALANCED ON ROCK, 45 FEET NORTH OF THE
 CZ0304'CENTERLINE OF THE HIGHWAY, IN THE SOUTH FACE OF A LARGE GRANITE
 CZ0304'BOULDER, 2 FEET EAST OF THE WEST END AND ABOUT 2-1/2 FEET ABOVE THE
 CZ0304'GROUND.  A STANDARD DISK, STAMPED 4322.970 B 19 1933 AND SET
 CZ0304'VERTICALLY.
 CZ0304
 CZ0304                          STATION RECOVERY (1985)
 CZ0304
 CZ0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DJW)
 CZ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0372 ***********************************************************************
 DU0372  DESIGNATION -  B 20
 DU0372  PID         -  DU0372
 DU0372  STATE/COUNTY-  AZ/GILA
 DU0372  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0372
 DU0372                         *CURRENT SURVEY CONTROL
 DU0372  ___________________________________________________________________
 DU0372* NAD 83(1986)-  33 44 14.     (N)    111 13 09.     (W)     SCALED    
 DU0372* NAVD 88     -       661.822  (meters)    2171.33   (feet)  ADJUSTED  
 DU0372  ___________________________________________________________________
 DU0372  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DU0372  DYNAMIC HT  -         660.975 (meters)    2168.55  (feet)  COMP
 DU0372  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 DU0372  OBS GRAVITY -     979,340.0   (mgal)                       GRAV_OBS
 DU0372
 DU0372  VERT ORDER  -  FIRST     CLASS II
 DU0372
 DU0372.The horizontal coordinates were scaled from a topographic map and have
 DU0372.an estimated accuracy of +/- 6 seconds.
 DU0372
 DU0372.The orthometric height was determined by differential leveling
 DU0372.and adjusted in June 1991.
 DU0372.WARNING-Repeat measurements at this control monument indicate possible
 DU0372.vertical movement.
 DU0372
 DU0372.The geoid height was determined by GEOID03.
 DU0372
 DU0372.The dynamic height is computed by dividing the NAVD 88
 DU0372.geopotential number by the normal gravity value computed on the
 DU0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0372.degrees latitude (g = 980.6199 gals.).
 DU0372
 DU0372.The modeled gravity was interpolated from observed gravity values.
 DU0372.The observed gravity was obtained from relative gravimeter ties
 DU0372.to the IGSN71 gravity network.
 DU0372
 DU0372;                    North         East    Units  Estimated Accuracy
 DU0372;SPC AZ E     -   304,010.      115,830.      MT  (+/- 180 meters Scaled)
 DU0372
 DU0372                          SUPERSEDED SURVEY CONTROL
 DU0372
 DU0372  NGVD 29 (??/??/92)  661.195  (m)         2169.27   (f) ADJ UNCH    1 2
 DU0372
 DU0372.Superseded values are not recommended for survey control.
 DU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0372.See file dsdata.txt to determine how the superseded data were derived.
 DU0372
 DU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC796330(NAD 83)
 DU0372_MARKER: DB = BENCH MARK DISK
 DU0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0372_STAMPING: 2169.271 B 20 1933
 DU0372_MARK LOGO: CGS   
 DU0372_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0372+STABILITY: SURFACE MOTION
 DU0372
 DU0372  HISTORY     - Date     Condition        Report By
 DU0372  HISTORY     - 1933     MONUMENTED       CGS
 DU0372  HISTORY     - 1963     GOOD             NGS
 DU0372  HISTORY     - 1983     GOOD             NGS
 DU0372
 DU0372                          STATION DESCRIPTION
 DU0372
 DU0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0372'11.3 MI NW FROM ROOSEVELT.
 DU0372'11.3 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO PAYSON FROM THE POST
 DU0372'OFFICE AT ROOSEVELT, GILA COUNTY, 2.0 MILES SOUTH OF THE NORTHWEST END
 DU0372'OF ROOSEVELT RESERVOIR, 55 FEET NORTHEAST OF THE CENTERLINE OF THE
 DU0372'HIGHWAY, AND ON A ROCK RIDGE JUTTING OUT TOWARD THE RESERVOIR. A
 DU0372'STANDARD DISK, STAMPED 2169.271 B 20 1933 AND SET IN THE TOP OF A
 DU0372'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DU0372
 DU0372                          STATION RECOVERY (1983)
 DU0372
 DU0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0372'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0372'14.3 KM (8.9 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU0372'ROOSEVELT DAM, ON TOP OF A SMALL ROCKY RIDGE OVERLOOKING ROOSEVELT
 DU0372'LAKE AND ON THE INSIDE OF A CURVE, 0.6 KM (0.4 MI) SOUTHEAST OF
 DU0372'MILEPOST 251, 0.25 KM (0.15 MI) SOUTHEAST OF A TURNOUT, 16.1 METERS
 DU0372'(53 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 DU0372'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DU0372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1812 ***********************************************************************
 DV1812  DESIGNATION -  B 21 A
 DV1812  PID         -  DV1812
 DV1812  STATE/COUNTY-  AZ/MARICOPA
 DV1812  USGS QUAD   -  UNION HILLS (1981)
 DV1812
 DV1812                         *CURRENT SURVEY CONTROL
 DV1812  ___________________________________________________________________
 DV1812* NAD 83(1986)-  33 40 09.     (N)    112 06 16.     (W)     SCALED    
 DV1812* NAVD 88     -       426.119  (meters)    1398.03   (feet)  ADJUSTED  
 DV1812  ___________________________________________________________________
 DV1812  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV1812  DYNAMIC HT  -         425.621 (meters)    1396.39  (feet)  COMP
 DV1812  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 DV1812
 DV1812  VERT ORDER  -  SECOND    CLASS I
 DV1812
 DV1812.The horizontal coordinates were scaled from a topographic map and have
 DV1812.an estimated accuracy of +/- 6 seconds.
 DV1812
 DV1812.The orthometric height was determined by differential leveling
 DV1812.and adjusted in November 1993.
 DV1812
 DV1812.The geoid height was determined by GEOID03.
 DV1812
 DV1812.The dynamic height is computed by dividing the NAVD 88
 DV1812.geopotential number by the normal gravity value computed on the
 DV1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1812.degrees latitude (g = 980.6199 gals.).
 DV1812
 DV1812.The modeled gravity was interpolated from observed gravity values.
 DV1812
 DV1812;                    North         East    Units  Estimated Accuracy
 DV1812;SPC AZ C     -   295,980.      195,950.      MT  (+/- 180 meters Scaled)
 DV1812
 DV1812                          SUPERSEDED SURVEY CONTROL
 DV1812
 DV1812.No superseded survey control is available for this station.
 DV1812
 DV1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC976260(NAD 83)
 DV1812_MARKER: DD = SURVEY DISK
 DV1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1812_SP_SET: CONCRETE POST
 DV1812_MARK LOGO: AZ0370
 DV1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1812+STABILITY: SURFACE MOTION
 DV1812
 DV1812  HISTORY     - Date     Condition        Report By
 DV1812  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1812  HISTORY     - 1984     GOOD             AZDT
 DV1812  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1812
 DV1812                          STATION DESCRIPTION
 DV1812
 DV1812'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1812'IN PHOENIX.
 DV1812'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1812'TRAVEL EAST ALONG BEARDSLY ROAD FOR 0.80 KM (0.50 MI) TO THE
 DV1812'INTERSECTION OF 21ST AVENUE AND THE MARK IN THE CENTER, 18.50 METERS
 DV1812'(60.7 FT) SOUTHEAST OF LIGHT POLE 24777 ON THE NORTHWEST CORNER, 26.82
 DV1812'METERS (88.0 FT) SOUTHWEST OF POWER POLE MTP6049 ON THE NORTHEAST
 DV1812'CORNER, AND A CITY OF PHOENIX BRASS CAP ON A CONCRETE POST FLUSH WITH
 DV1812'THE ASPHALT.  NOTE--THE MARK IS NOT STAMPED.
 DV1812
 DV1812                          STATION RECOVERY (2004)
 DV1812
 DV1812'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1812'NOT FOUND.  REPLACED WITH NEW MARKER. ARIZONA HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0589 ***********************************************************************
 DU0589  DESIGNATION -  B 22
 DU0589  PID         -  DU0589
 DU0589  STATE/COUNTY-  AZ/PINAL
 DU0589  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0589
 DU0589                         *CURRENT SURVEY CONTROL
 DU0589  ___________________________________________________________________
 DU0589* NAD 83(1986)-  33 24 53.     (N)    111 34 51.     (W)     SCALED    
 DU0589* NAVD 88     -       499.29   (+/-2cm)    1638.1    (feet)  VERTCON   
 DU0589  ___________________________________________________________________
 DU0589  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0589  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0589
 DU0589.The horizontal coordinates were scaled from a topographic map and have
 DU0589.an estimated accuracy of +/- 6 seconds.
 DU0589
 DU0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0589.The vertical order pertains to the NGVD 29 superseded value.
 DU0589
 DU0589.The geoid height was determined by GEOID03.
 DU0589
 DU0589;                    North         East    Units  Estimated Accuracy
 DU0589;SPC AZ C     -   267,790.      244,590.      MT  (+/- 180 meters Scaled)
 DU0589
 DU0589                          SUPERSEDED SURVEY CONTROL
 DU0589
 DU0589  NGVD 29 (??/??/92)  498.716  (m)         1636.20   (f) ADJ UNCH    1 2
 DU0589
 DU0589.Superseded values are not recommended for survey control.
 DU0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0589.See file dsdata.txt to determine how the superseded data were derived.
 DU0589
 DU0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB459974(NAD 83)
 DU0589_MARKER: DB = BENCH MARK DISK
 DU0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0589_STAMPING: B 22 1933
 DU0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0589+STABILITY: SURFACE MOTION
 DU0589
 DU0589  HISTORY     - Date     Condition        Report By
 DU0589  HISTORY     - 1933     MONUMENTED       CGS
 DU0589  HISTORY     - 1948     GOOD             NGS
 DU0589  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0589  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0589
 DU0589                          STATION DESCRIPTION
 DU0589
 DU0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0589'1.8 MI W FROM APACHE JUNCTION.
 DU0589'ABOUT 1.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0589'AT THE PINAL-MARICOPA COUNTY LINE, 80.7 FEET SOUTH OF THE CENTER LINE
 DU0589'OF THE HIGHWAY, 40.0 FEET EAST OF THE PINAL-MARICOPA COUNTY LINE, 1.3
 DU0589'FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DU0589'POST PROJECTING 7 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0589
 DU0589                          STATION RECOVERY (1981)
 DU0589
 DU0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0589'SEARCHED AREA FOR 0.5 HOUR WITH TWO MEN, MARK BELIEVED DESTROYED
 DU0589'BY ROAD CONSTRUCTION.
 DU0589
 DU0589                          STATION RECOVERY (2008)
 DU0589
 DU0589'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0589'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0589'MARK. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION OR LAND
 DU0589'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0356 ***********************************************************************
 DV0356  DESIGNATION -  B 23
 DV0356  PID         -  DV0356
 DV0356  STATE/COUNTY-  AZ/PINAL
 DV0356  USGS QUAD   -  MARICOPA (1978)
 DV0356
 DV0356                         *CURRENT SURVEY CONTROL
 DV0356  ___________________________________________________________________
 DV0356* NAD 83(1986)-  33 06 42.     (N)    112 01 25.     (W)     SCALED    
 DV0356* NAVD 88     -       350.22   (+/-2cm)    1149.0    (feet)  VERTCON   
 DV0356  ___________________________________________________________________
 DV0356  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0356
 DV0356.The horizontal coordinates were scaled from a topographic map and have
 DV0356.an estimated accuracy of +/- 6 seconds.
 DV0356
 DV0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0356.The vertical order pertains to the NGVD 29 superseded value.
 DV0356
 DV0356.The geoid height was determined by GEOID03.
 DV0356
 DV0356;                    North         East    Units  Estimated Accuracy
 DV0356;SPC AZ C     -   234,140.      203,380.      MT  (+/- 180 meters Scaled)
 DV0356
 DV0356                          SUPERSEDED SURVEY CONTROL
 DV0356
 DV0356  NGVD 29 (??/??/92)  349.713  (m)         1147.35   (f) ADJ UNCH    2 0
 DV0356
 DV0356.Superseded values are not recommended for survey control.
 DV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0356.See file dsdata.txt to determine how the superseded data were derived.
 DV0356
 DV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB044641(NAD 83)
 DV0356_MARKER: DB = BENCH MARK DISK
 DV0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0356+STABILITY: SURFACE MOTION
 DV0356
 DV0356  HISTORY     - Date     Condition        Report By
 DV0356  HISTORY     - UNK      MONUMENTED       CGS
 DV0356  HISTORY     - 1933     GOOD             NGS
 DV0356  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0356
 DV0356                          STATION DESCRIPTION
 DV0356
 DV0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0356'4.1 MI N FROM MARICOPA.
 DV0356'CONCRETE POST, ON S.P. RIGHT OF WAY, 2.5 MILES SOUTH OF PIMA BUTTE, 25
 DV0356'FEET EAST OF MILEPOST 937, 30 FEET WEST OF RAILROAD CENTER-LINE.
 DV0356
 DV0356                          STATION RECOVERY (2007)
 DV0356
 DV0356'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0356'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DV0356'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0367 ***********************************************************************
 FR0367  DESIGNATION -  B 24
 FR0367  PID         -  FR0367
 FR0367  STATE/COUNTY-  AZ/COCONINO
 FR0367  USGS QUAD   -  SUPAI CAMP (1981)
 FR0367
 FR0367                         *CURRENT SURVEY CONTROL
 FR0367  ___________________________________________________________________
 FR0367* NAD 83(1986)-  35 55 30.     (N)    112 46 25.     (W)     SCALED    
 FR0367* NAVD 88     -      1763.864  (meters)    5786.94   (feet)  POSTED    
 FR0367  ___________________________________________________________________
 FR0367  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FR0367  DYNAMIC HT  -        1761.600 (meters)    5779.52  (feet)  COMP
 FR0367  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 FR0367
 FR0367  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0367
 FR0367.The horizontal coordinates were scaled from a topographic map and have
 FR0367.an estimated accuracy of +/- 6 seconds.
 FR0367
 FR0367.The orthometric height was determined by differential leveling
 FR0367.and adjusted by the  in 1992.
 FR0367.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0367.was located on a no-check spur therefore a value was not computed.
 FR0367.No vertical observational check was made to the station.
 FR0367
 FR0367.The geoid height was determined by GEOID03.
 FR0367
 FR0367.The dynamic height is computed by dividing the NAVD 88
 FR0367.geopotential number by the normal gravity value computed on the
 FR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0367.degrees latitude (g = 980.6199 gals.).
 FR0367
 FR0367.The modeled gravity was interpolated from observed gravity values.
 FR0367
 FR0367;                    North         East    Units  Estimated Accuracy
 FR0367;SPC AZ C     -   546,530.      136,030.      MT  (+/- 180 meters Scaled)
 FR0367
 FR0367                          SUPERSEDED SURVEY CONTROL
 FR0367
 FR0367  NGVD 29 (??/??/92) 1762.979  (m)         5784.04   (f) ADJ UNCH    2 0
 FR0367
 FR0367.Superseded values are not recommended for survey control.
 FR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0367.See file dsdata.txt to determine how the superseded data were derived.
 FR0367
 FR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE399770(NAD 83)
 FR0367_MARKER: DD = SURVEY DISK
 FR0367_SETTING: 80 = SET IN A BOULDER
 FR0367_SP_SET: BOULDER
 FR0367_STAMPING: B 24 1920 5786
 FR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0367+STABILITY: SURFACE MOTION
 FR0367
 FR0367  HISTORY     - Date     Condition        Report By
 FR0367  HISTORY     - 1920     MONUMENTED       USGS
 FR0367  HISTORY     - 1968     GOOD             NGS
 FR0367
 FR0367                          STATION DESCRIPTION
 FR0367
 FR0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0367'59.55 MI NE FROM PEACH SPRINGS.
 FR0367'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0367'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0367'ROAD, THENCE 6.6 MILES SOUTH ALONG A TRACK ROAD, 0.6 MILE NORTHWEST OF
 FR0367'A METAL RANCHHOUSE, 0.2 MILE SOUTHEAST OF THE INTERSECTION OF A
 FR0367'NORTH-SOUTH ROAD ALONG A BURIED PIPE LINE, ON THE WEST SLOPE OF A
 FR0367'ROCKY HILL, AT THE NORTHEAST EDGE OF A STOCK POND, IN THE TOP OF A
 FR0367'WHITE BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 380 FEET EAST OF THE
 FR0367'CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST, AND ABOUT
 FR0367'30 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0988 ***********************************************************************
 DV0988  DESIGNATION -  B 25
 DV0988  PID         -  DV0988
 DV0988  STATE/COUNTY-  AZ/MARICOPA
 DV0988  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV0988
 DV0988                         *CURRENT SURVEY CONTROL
 DV0988  ___________________________________________________________________
 DV0988* NAD 83(1986)-  33 57 32.     (N)    113 06 14.     (W)     SCALED    
 DV0988* NAVD 88     -       682.43   (+/-2cm)    2238.9    (feet)  VERTCON   
 DV0988  ___________________________________________________________________
 DV0988  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0988
 DV0988.The horizontal coordinates were scaled from a topographic map and have
 DV0988.an estimated accuracy of +/- 6 seconds.
 DV0988
 DV0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0988.The vertical order pertains to the NGVD 29 superseded value.
 DV0988
 DV0988.The geoid height was determined by GEOID03.
 DV0988
 DV0988;                    North         East    Units  Estimated Accuracy
 DV0988;SPC AZ C     -   328,730.      103,630.      MT  (+/- 180 meters Scaled)
 DV0988
 DV0988                          SUPERSEDED SURVEY CONTROL
 DV0988
 DV0988  NGVD 29 (??/??/92)  681.745  (m)         2236.69   (f) ADJ UNCH    2 0
 DV0988
 DV0988.Superseded values are not recommended for survey control.
 DV0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0988.See file dsdata.txt to determine how the superseded data were derived.
 DV0988
 DV0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC056595(NAD 83)
 DV0988_MARKER: DB = BENCH MARK DISK
 DV0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0988_STAMPING: B 25 1933
 DV0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0988+STABILITY: SURFACE MOTION
 DV0988
 DV0988  HISTORY     - Date     Condition        Report By
 DV0988  HISTORY     - 1933     MONUMENTED       CGS
 DV0988  HISTORY     - 1934     GOOD             NGS
 DV0988
 DV0988                          STATION DESCRIPTION
 DV0988
 DV0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0988'4.2 MI E FROM AGUILA.
 DV0988'4.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0988'AGUILA, MARICOPA COUNTY, 3.5 MILES WEST OF THE SIDING AT FOREPAUGH,
 DV0988'250 FEET SOUTHEAST OF MILEPOST 18, AND 95 FEET SOUTH OF THE CENTERLINE
 DV0988'OF THE TRACK.  A STANDARD DISK, STAMPED B 25 1933 AND SET IN THE TOP
 DV0988'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0047 ***********************************************************************
 FQ0047  DESIGNATION -  B 252
 FQ0047  PID         -  FQ0047
 FQ0047  STATE/COUNTY-  AZ/NAVAJO
 FQ0047  USGS QUAD   -  WINSLOW (1986)
 FQ0047
 FQ0047                         *CURRENT SURVEY CONTROL
 FQ0047  ___________________________________________________________________
 FQ0047* NAD 83(2007)-  35 02 10.95114(N)    110 44 08.60377(W)     ADJUSTED  
 FQ0047* NAVD 88     -      1499.562  (meters)    4919.81   (feet)  ADJUSTED  
 FQ0047  ___________________________________________________________________
 FQ0047  EPOCH DATE  -        2007.00
 FQ0047  X           -  -1,851,482.357 (meters)                     COMP
 FQ0047  Y           -  -4,890,581.970 (meters)                     COMP
 FQ0047  Z           -   3,642,018.899 (meters)                     COMP
 FQ0047  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FQ0047  ELLIP HEIGHT-        1475.410 (meters)          (02/10/07) ADJUSTED
 FQ0047  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0047  DYNAMIC HT  -        1497.584 (meters)    4913.32  (feet)  COMP
 FQ0047
 FQ0047  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0047  Type    PID    Designation                      North   East  Ellip
 FQ0047  -------------------------------------------------------------------
 FQ0047  NETWORK FQ0047 B 252                             0.96   0.86   1.96
 FQ0047  -------------------------------------------------------------------
 FQ0047  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 FQ0047
 FQ0047  VERT ORDER  -  FIRST     CLASS II
 FQ0047
 FQ0047.The horizontal coordinates were established by GPS observations
 FQ0047.and adjusted by the National Geodetic Survey in February 2007.
 FQ0047
 FQ0047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0047.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0047.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0047.The epoch date for horizontal control is a decimal equivalence
 FQ0047.of Year/Month/Day.
 FQ0047
 FQ0047.The orthometric height was determined by differential leveling
 FQ0047.and adjusted in June 1991.
 FQ0047
 FQ0047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0047
 FQ0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0047
 FQ0047.The ellipsoidal height was determined by GPS observations
 FQ0047.and is referenced to NAD 83.
 FQ0047
 FQ0047.The geoid height was determined by GEOID03.
 FQ0047
 FQ0047.The dynamic height is computed by dividing the NAVD 88
 FQ0047.geopotential number by the normal gravity value computed on the
 FQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0047.degrees latitude (g = 980.6199 gals.).
 FQ0047
 FQ0047.The modeled gravity was interpolated from observed gravity values.
 FQ0047
 FQ0047;                    North         East     Units Scale Factor Converg.
 FQ0047;SPC AZ E     -   447,757.348   161,439.763   MT  0.99993321   -0 19 36.1
 FQ0047;SPC AZ E     - 1,469,020.17    529,658.02   iFT  0.99993321   -0 19 36.1
 FQ0047;UTM  12      - 3,877,108.876   524,105.041   MT  0.99960716   +0 09 06.2
 FQ0047
 FQ0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0047!SPC AZ E     -   0.99976846  x   0.99993321  =   0.99970169
 FQ0047!UTM  12      -   0.99976846  x   0.99960716  =   0.99937571
 FQ0047
 FQ0047                          SUPERSEDED SURVEY CONTROL
 FQ0047
 FQ0047  ELLIP H (08/22/01) 1475.433  (m)                       GP(       ) 4 1
 FQ0047  NAD 83(1992)-  35 02 10.95079(N)    110 44 08.60321(W) AD(       ) 3
 FQ0047  ELLIP H (12/16/97) 1475.474  (m)                       GP(       ) 4 1
 FQ0047  NAVD 88 (12/16/97) 1499.56   (m)         4919.8    (f) LEVELING    3  
 FQ0047  NGVD 29 (??/??/92) 1498.821  (m)         4917.38   (f) ADJ UNCH    1 2
 FQ0047
 FQ0047.Superseded values are not recommended for survey control.
 FQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0047.See file dsdata.txt to determine how the superseded data were derived.
 FQ0047
 FQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2410577109(NAD 83)
 FQ0047_MARKER: DB = BENCH MARK DISK
 FQ0047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0047_SP_SET: RAILROAD BRIDGE ABUTMENT
 FQ0047_STAMPING: B 252 1939
 FQ0047_MARK LOGO: CGS   
 FQ0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0047+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FQ0047
 FQ0047  HISTORY     - Date     Condition        Report By
 FQ0047  HISTORY     - 1939     MONUMENTED       CGS
 FQ0047  HISTORY     - 1953     GOOD             NGS
 FQ0047  HISTORY     - 1964     GOOD             NGS
 FQ0047  HISTORY     - 1983     GOOD             NGS
 FQ0047  HISTORY     - 19951128 GOOD             USPSQD
 FQ0047  HISTORY     - 19970528 GOOD             NGS
 FQ0047  HISTORY     - 20030730 GOOD             USPSQD
 FQ0047
 FQ0047                          STATION DESCRIPTION
 FQ0047
 FQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FQ0047'2.2 MI W FROM WINSLOW.
 FQ0047'2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0047'WINSLOW, NAVAJO COUNTY, 1-1/2 POLES WEST OF MILEPOST 288, AT BRIDGE A
 FQ0047'289, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, AND 12 FEET
 FQ0047'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED
 FQ0047'B 252 1939.
 FQ0047
 FQ0047                          STATION RECOVERY (1964)
 FQ0047
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FQ0047'RECOVERED IN GOOD CONDITION.
 FQ0047
 FQ0047                          STATION RECOVERY (1983)
 FQ0047
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0047'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE WITH
 FQ0047'THE EXCEPTION THAT THE BRIDGE IS NUMBER 288.1.
 FQ0047
 FQ0047                          STATION RECOVERY (1995)
 FQ0047
 FQ0047'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0047'RECOVERED IN GOOD CONDITION.
 FQ0047
 FQ0047                          STATION RECOVERY (1997)
 FQ0047
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 FQ0047'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ALTERNATE TO REACH AS
 FQ0047'FOLLOWS.  TO REACH FROM THE POST OFFICE AT THE JUNCTION OF WESTBOUND
 FQ0047'INTERSTATE 40 BUSINESS (US HIGHWAY 66, THIRD STREET) AND STATE HIGHWAY
 FQ0047'87 (WILLIAMSON AVE) GO WESTERLY ON THIRD STREET FOR A TOTAL OF 3.9 KM
 FQ0047'(2.40 MI) PASSING INTERSTATE 40 EXIT 252 ON RIGHT AT 2.9 KM (1.80 MI)
 FQ0047'PASSING ADOT LANE ON LEFT AT 3.7 KM (2.30 MI) TO A DIRT ROAD ON LEFT
 FQ0047'BEFORE CROSSING A BRIDGE OVER A DRY WASH.  TURN LEFT AND GO SOUTH FOR
 FQ0047'0.25 KM (0.15 MI) TO THE STATION AHEAD AS DESCRIBED. THE STATION HAS
 FQ0047'NO OBSTRUCTIONS (SUITABLE FOR GPS) EXCEPT FOR CLOSE PROXIMITY TO
 FQ0047'ACTIVE RAIL LINE.
 FQ0047
 FQ0047                          STATION RECOVERY (2003)
 FQ0047
 FQ0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0571 ***********************************************************************
 FS0571  DESIGNATION -  B 253
 FS0571  PID         -  FS0571
 FS0571  STATE/COUNTY-  AZ/MOHAVE
 FS0571  USGS QUAD   -  KINGMAN (1980)
 FS0571
 FS0571                         *CURRENT SURVEY CONTROL
 FS0571  ___________________________________________________________________
 FS0571* NAD 83(1986)-  35 11 11.     (N)    114 02 37.     (W)     SCALED    
 FS0571* NAVD 88     -      1029.558  (meters)    3377.81   (feet)  ADJUSTED  
 FS0571  ___________________________________________________________________
 FS0571  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0571  DYNAMIC HT  -        1028.342 (meters)    3373.82  (feet)  COMP
 FS0571  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 FS0571
 FS0571  VERT ORDER  -  FIRST     CLASS II
 FS0571
 FS0571.The horizontal coordinates were scaled from a topographic map and have
 FS0571.an estimated accuracy of +/- 6 seconds.
 FS0571
 FS0571.The orthometric height was determined by differential leveling
 FS0571.and adjusted in June 1991.
 FS0571
 FS0571.The geoid height was determined by GEOID03.
 FS0571
 FS0571.The dynamic height is computed by dividing the NAVD 88
 FS0571.geopotential number by the normal gravity value computed on the
 FS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0571.degrees latitude (g = 980.6199 gals.).
 FS0571
 FS0571.The modeled gravity was interpolated from observed gravity values.
 FS0571
 FS0571;                    North         East    Units  Estimated Accuracy
 FS0571;SPC AZ W     -   464,310.      186,620.      MT  (+/- 180 meters Scaled)
 FS0571
 FS0571                          SUPERSEDED SURVEY CONTROL
 FS0571
 FS0571  NGVD 29 (??/??/92) 1028.777  (m)         3375.25   (f) ADJ UNCH    1 2
 FS0571
 FS0571.Superseded values are not recommended for survey control.
 FS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0571.See file dsdata.txt to determine how the superseded data were derived.
 FS0571
 FS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU692977(NAD 83)
 FS0571_MARKER: DB = BENCH MARK DISK
 FS0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0571_STAMPING: B 253 1940
 FS0571_MARK LOGO: CGS   
 FS0571_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0571+STABILITY: SURFACE MOTION
 FS0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0571+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FS0571
 FS0571  HISTORY     - Date     Condition        Report By
 FS0571  HISTORY     - 1940     MONUMENTED       CGS
 FS0571  HISTORY     - 1961     GOOD             NGS
 FS0571  HISTORY     - 1982     GOOD             NGS
 FS0571  HISTORY     - 20060422 GOOD             NGS
 FS0571
 FS0571                          STATION DESCRIPTION
 FS0571
 FS0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0571'0.5 MI E FROM KINGMAN.
 FS0571'ABOUT 0.5 MILE EAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0571'RAILWAY FROM THE STATION AT KINGMAN, 350 FEET NORTHEAST OF
 FS0571'MILEPOST 516, 98 FEET NORTH OF THE CNETER OF THE NORTH TRACK,
 FS0571'95 FEET SOUTH OF THE ARCADIA AUTO COURT, 50 FEET SOUTH OF THE
 FS0571'CENTER LINE OF U.S. HIGHWAY 66, 2.4 FEET SOUTH OF AN IRON RIGHT
 FS0571'OF WAY POST, 2.2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 FS0571'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
 FS0571
 FS0571                          STATION RECOVERY (1982)
 FS0571
 FS0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0571'0.8 KM (0.5 MILE) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0571'RAILROAD FROM THE STATION AT KINGMAN, 25.7 METERS (84.5 FT.) NORTH OF
 FS0571'RAILROAD MILE POST 516, 16.2 METERS (53.0 FT) SOUTH OF THE CENTER OF
 FS0571'ANDY DIVINE AVE., 10.4 METERS (34.0 FT) EAST OF THE EXTENDED
 FS0571'CENTERLINE OF NINTH STREET, 5.6 METERS (18.5 FT) SOUTH OF THE SOUTH
 FS0571'CURB OF ANDY DIVINE AVE.
 FS0571'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 FS0571'THE MARK IS 0.6 M BELOW ANDY DIVINE AVE..
 FS0571
 FS0571                          STATION RECOVERY (2006)
 FS0571
 FS0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FS0571'RR IS NOW BURLINGTON NORTHERN - SANTA FE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0148 ***********************************************************************
 GQ0148  DESIGNATION -  B 254
 GQ0148  PID         -  GQ0148
 GQ0148  STATE/COUNTY-  AZ/MOHAVE
 GQ0148  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0148
 GQ0148                         *CURRENT SURVEY CONTROL
 GQ0148  ___________________________________________________________________
 GQ0148* NAD 83(1986)-  36 52 07.     (N)    113 57 31.     (W)     SCALED    
 GQ0148* NAVD 88     -       593.765  (meters)    1948.04   (feet)  ADJUSTED  
 GQ0148  ___________________________________________________________________
 GQ0148  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 GQ0148  DYNAMIC HT  -         593.161 (meters)    1946.06  (feet)  COMP
 GQ0148  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 GQ0148
 GQ0148  VERT ORDER  -  FIRST     CLASS I
 GQ0148
 GQ0148.The horizontal coordinates were scaled from a topographic map and have
 GQ0148.an estimated accuracy of +/- 6 seconds.
 GQ0148
 GQ0148.The orthometric height was determined by differential leveling
 GQ0148.and adjusted in June 1991.
 GQ0148
 GQ0148.The geoid height was determined by GEOID03.
 GQ0148
 GQ0148.The dynamic height is computed by dividing the NAVD 88
 GQ0148.geopotential number by the normal gravity value computed on the
 GQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0148.degrees latitude (g = 980.6199 gals.).
 GQ0148
 GQ0148.The modeled gravity was interpolated from observed gravity values.
 GQ0148
 GQ0148;                    North         East    Units  Estimated Accuracy
 GQ0148;SPC AZ W     -   650,930.      194,760.      MT  (+/- 180 meters Scaled)
 GQ0148
 GQ0148                          SUPERSEDED SURVEY CONTROL
 GQ0148
 GQ0148  NGVD 29 (??/??/92)  593.007  (m)         1945.56   (f) ADJ UNCH    1 1
 GQ0148
 GQ0148.Superseded values are not recommended for survey control.
 GQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0148.See file dsdata.txt to determine how the superseded data were derived.
 GQ0148
 GQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF362843(NAD 83)
 GQ0148_MARKER: DB = BENCH MARK DISK
 GQ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0148_SP_SET: CULVERT
 GQ0148_STAMPING: B 254 1941
 GQ0148_MARK LOGO: CGS   
 GQ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0148
 GQ0148  HISTORY     - Date     Condition        Report By
 GQ0148  HISTORY     - 1941     MONUMENTED       CGS
 GQ0148  HISTORY     - 1960     GOOD             NGS
 GQ0148  HISTORY     - 1979     GOOD             USGS
 GQ0148  HISTORY     - 1982     GOOD             NGS
 GQ0148
 GQ0148                          STATION DESCRIPTION
 GQ0148
 GQ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0148'2.9 MI SW FROM BEAVER DAM LODGE.
 GQ0148'2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM BEAVER DAM LODGE,
 GQ0148'MOHAVE COUNTY, AT A 30-INCH PIPE CULVERT, IN THE TOP OF THE SOUTHWEST
 GQ0148'END OF THE NORTHWEST CONCRETE HEADWALL, 14 FEET NORTHWEST OF THE
 GQ0148'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A
 GQ0148'STANDARD DISK, STAMPED B 254 1941.
 GQ0148
 GQ0148                          STATION RECOVERY (1979)
 GQ0148
 GQ0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0148'2.5 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0148'INTERSTATE HIGHWAY 15. AT A 30 INCH PIPE CULVERT, IN THE TOP OF THE
 GQ0148'SW END OF THE NW CONCRETE HEADWALL, 14 FEET NW OF THE CENTERLINE OF
 GQ0148'THE OLD HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A STANDARD
 GQ0148'USC AND GS BRONZE DISK, STAMPED B 254 1941.
 GQ0148
 GQ0148                          STATION RECOVERY (1982)
 GQ0148
 GQ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0148'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0148'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0148'MESQUITE, THENCE 12.6 KM (7.9 MI) NORTHEAST ALONG THE OLD US HIGHWAY
 GQ0148'91, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR
 GQ0148'A 36 INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 3.7 KM (2.3
 GQ0148'MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS BRIDGE OVER
 GQ0148'THE OLD HIGHWAY, 4.2 METERS (14 FT) NORTHWEST OF THE HIGHWAY
 GQ0148'CENTERLINE.
 GQ0148'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0540 ***********************************************************************
 ET0540  DESIGNATION -  B 255
 ET0540  PID         -  ET0540
 ET0540  STATE/COUNTY-  AZ/YAVAPAI
 ET0540  USGS QUAD   -  SIMMONS (1979)
 ET0540
 ET0540                         *CURRENT SURVEY CONTROL
 ET0540  ___________________________________________________________________
 ET0540* NAD 83(1986)-  34 46 38.     (N)    112 37 54.     (W)     SCALED    
 ET0540* NAVD 88     -      1408.363  (meters)    4620.60   (feet)  POSTED    
 ET0540  ___________________________________________________________________
 ET0540  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0540  DYNAMIC HT  -        1406.510 (meters)    4614.52  (feet)  COMP
 ET0540  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 ET0540
 ET0540  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0540
 ET0540.The horizontal coordinates were scaled from a topographic map and have
 ET0540.an estimated accuracy of +/- 6 seconds.
 ET0540
 ET0540.The orthometric height was determined by differential leveling
 ET0540.and adjusted in November 2005.
 ET0540.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0540.rate of 0.0 thru 1.0 mm/km.
 ET0540
 ET0540.The geoid height was determined by GEOID03.
 ET0540
 ET0540.The dynamic height is computed by dividing the NAVD 88
 ET0540.geopotential number by the normal gravity value computed on the
 ET0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0540.degrees latitude (g = 980.6199 gals.).
 ET0540
 ET0540.The modeled gravity was interpolated from observed gravity values.
 ET0540
 ET0540;                    North         East    Units  Estimated Accuracy
 ET0540;SPC AZ C     -   419,100.      147,920.      MT  (+/- 180 meters Scaled)
 ET0540
 ET0540                          SUPERSEDED SURVEY CONTROL
 ET0540
 ET0540  NGVD 29 (??/??/92) 1407.548  (m)         4617.93   (f) ADJ UNCH    2 0
 ET0540
 ET0540.Superseded values are not recommended for survey control.
 ET0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0540.See file dsdata.txt to determine how the superseded data were derived.
 ET0540
 ET0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD506495(NAD 83)
 ET0540_MARKER: DB = BENCH MARK DISK
 ET0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0540_STAMPING: B 255 1941
 ET0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0540+STABILITY: SURFACE MOTION
 ET0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0540+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0540
 ET0540  HISTORY     - Date     Condition        Report By
 ET0540  HISTORY     - 1941     MONUMENTED       CGS
 ET0540  HISTORY     - 1974     GOOD             USGS
 ET0540  HISTORY     - 20080823 GOOD             GEOCAC
 ET0540
 ET0540                          STATION DESCRIPTION
 ET0540
 ET0540'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0540'3.1 MI S FROM SIMMONS.
 ET0540'ABOUT 3.1 MILES SOUTH ALONG A COUNTY ROAD FROM A CONCRETE BRIDGE OVER
 ET0540'WILLIAMSON VALLEY WASH AT SIMMONS (SITE).  THENCE 0.5 MILE WEST ALONG
 ET0540'A DIRT ROAD, 200 FEET NORTHEAST OF A STOCK TANK, 12 FEET NORTH OF THE
 ET0540'CENTERLINE OF THE ROAD AND 1.5 FEET HIGHER, 1 FOOT SOUTH OF A FENCE. A
 ET0540'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 ET0540'FOOT ABOVE GROUND AND STAMPED B 255 1941.
 ET0540
 ET0540                          STATION RECOVERY (2008)
 ET0540
 ET0540'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0561 ***********************************************************************
 GR0561  DESIGNATION -  B 256
 GR0561  PID         -  GR0561
 GR0561  STATE/COUNTY-  AZ/MOHAVE
 GR0561  USGS QUAD   -  HOOVER DAM (1997)
 GR0561
 GR0561                         *CURRENT SURVEY CONTROL
 GR0561  ___________________________________________________________________
 GR0561* NAD 83(1986)-  36 00 58.     (N)    114 44 15.     (W)     SCALED    
 GR0561* NAVD 88     -       215.411  (meters)     706.73   (feet)  POSTED    
 GR0561  ___________________________________________________________________
 GR0561  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0561  DYNAMIC HT  -         215.200 (meters)     706.04  (feet)  COMP
 GR0561  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 GR0561
 GR0561  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GR0561
 GR0561.The horizontal coordinates were scaled from a topographic map and have
 GR0561.an estimated accuracy of +/- 6 seconds.
 GR0561
 GR0561.The orthometric height was determined by differential leveling
 GR0561.and adjusted by the  in 1992.
 GR0561.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GR0561.rate of 3.1 thru 4.0 mm/km.
 GR0561
 GR0561.The geoid height was determined by GEOID03.
 GR0561
 GR0561.The dynamic height is computed by dividing the NAVD 88
 GR0561.geopotential number by the normal gravity value computed on the
 GR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0561.degrees latitude (g = 980.6199 gals.).
 GR0561
 GR0561.The modeled gravity was interpolated from observed gravity values.
 GR0561
 GR0561;                    North         East    Units  Estimated Accuracy
 GR0561;SPC AZ W     -   556,770.      124,350.      MT  (+/- 180 meters Scaled)
 GR0561
 GR0561                          SUPERSEDED SURVEY CONTROL
 GR0561
 GR0561  NGVD 29 (??/??/92)  214.720  (m)          704.46   (f) ADJ UNCH    1 1
 GR0561
 GR0561.Superseded values are not recommended for survey control.
 GR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0561.See file dsdata.txt to determine how the superseded data were derived.
 GR0561
 GR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0561_MARKER: DB = BENCH MARK DISK
 GR0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0561_SP_SET: SILL
 GR0561_STAMPING: B 256 1940
 GR0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0561
 GR0561  HISTORY     - Date     Condition        Report By
 GR0561  HISTORY     - 1940     MONUMENTED       CGS
 GR0561  HISTORY     - 1950     GOOD             NGS
 GR0561  HISTORY     - 1963     GOOD             NGS
 GR0561
 GR0561                          STATION DESCRIPTION
 GR0561
 GR0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0561'IN HOOVER DAM.
 GR0561'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, IN THE ARIZONA 705 GALLERY,
 GR0561'134 FEET SOUTHWEST OF THE NORTHEAST (UPSTREAM) END, BENEATH THE FLOOR
 GR0561'PANELS COVERING A VERTICAL SHAFT, IN THE TOP OF THE SOUTH CORNER OF
 GR0561'THE CONCRETE SILL.
 GR0561
 GR0561                          STATION RECOVERY (1963)
 GR0561
 GR0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0258 ***********************************************************************
 FR0258  DESIGNATION -  B 257
 FR0258  PID         -  FR0258
 FR0258  STATE/COUNTY-  AZ/YAVAPAI
 FR0258  USGS QUAD   -  PURCELL CANYON (1973)
 FR0258
 FR0258                         *CURRENT SURVEY CONTROL
 FR0258  ___________________________________________________________________
 FR0258* NAD 83(1986)-  35 13 09.     (N)    112 52 54.     (W)     SCALED    
 FR0258* NAVD 88     -      1557.57   (+/-2cm)    5110.1    (feet)  VERTCON   
 FR0258  ___________________________________________________________________
 FR0258  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 FR0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0258
 FR0258.The horizontal coordinates were scaled from a topographic map and have
 FR0258.an estimated accuracy of +/- 6 seconds.
 FR0258
 FR0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0258.The vertical order pertains to the NGVD 29 superseded value.
 FR0258
 FR0258.The geoid height was determined by GEOID03.
 FR0258
 FR0258;                    North         East    Units  Estimated Accuracy
 FR0258;SPC AZ C     -   468,310.      125,510.      MT  (+/- 180 meters Scaled)
 FR0258
 FR0258                          SUPERSEDED SURVEY CONTROL
 FR0258
 FR0258  NGVD 29 (??/??/92) 1556.683  (m)         5107.22   (f) ADJ UNCH    2 0
 FR0258
 FR0258.Superseded values are not recommended for survey control.
 FR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0258.See file dsdata.txt to determine how the superseded data were derived.
 FR0258
 FR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD287989(NAD 83)
 FR0258_MARKER: DB = BENCH MARK DISK
 FR0258_SETTING: 66 = SET IN ROCK OUTCROP
 FR0258_SP_SET: ROCK OUTCROP
 FR0258_STAMPING: B 257 1941
 FR0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0258+STABILITY: POSITION/ELEVATION WELL
 FR0258
 FR0258  HISTORY     - Date     Condition        Report By
 FR0258  HISTORY     - 1941     MONUMENTED       CGS
 FR0258
 FR0258                          STATION DESCRIPTION
 FR0258
 FR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0258'0.9 MI E FROM SELIGMAN.
 FR0258'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0258'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 7.7
 FR0258'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.2 MILES
 FR0258'NORTH OF A CATTLE GUARD, 45 FEET SOUTHEAST OF THE SOUTH END OF A
 FR0258'CURVE, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 FR0258'RED ROCK OUTCROP, 7 FEET NORTH OF THE SOUTHWEST CORNER, AND ABOUT 1.5
 FR0258'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 257 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0503 ***********************************************************************
 DA0503  DESIGNATION -  B 258
 DA0503  PID         -  DA0503
 DA0503  STATE/COUNTY-  AZ/MARICOPA
 DA0503  USGS QUAD   -  GILA BEND (1973)
 DA0503
 DA0503                         *CURRENT SURVEY CONTROL
 DA0503  ___________________________________________________________________
 DA0503* NAD 83(1986)-  32 53 03.     (N)    112 43 25.     (W)     SCALED    
 DA0503* NAVD 88     -       260.46   (+/-2cm)     854.5    (feet)  VERTCON   
 DA0503  ___________________________________________________________________
 DA0503  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0503  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0503
 DA0503.The horizontal coordinates were scaled from a topographic map and have
 DA0503.an estimated accuracy of +/- 6 seconds.
 DA0503
 DA0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0503.The vertical order pertains to the NGVD 29 superseded value.
 DA0503
 DA0503.The geoid height was determined by GEOID03.
 DA0503
 DA0503;                    North         East    Units  Estimated Accuracy
 DA0503;SPC AZ C     -   209,200.      137,860.      MT  (+/- 180 meters Scaled)
 DA0503
 DA0503                          SUPERSEDED SURVEY CONTROL
 DA0503
 DA0503  NGVD 29 (??/??/92)  259.866  (m)          852.58   (f) ADJ UNCH    1 2
 DA0503
 DA0503.Superseded values are not recommended for survey control.
 DA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0503.See file dsdata.txt to determine how the superseded data were derived.
 DA0503
 DA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB387397(NAD 83)
 DA0503_MARKER: DB = BENCH MARK DISK
 DA0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0503_SP_SET: FOUNDATION
 DA0503_STAMPING: B 258 1945
 DA0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0503
 DA0503  HISTORY     - Date     Condition        Report By
 DA0503  HISTORY     - 1945     MONUMENTED       CGS
 DA0503  HISTORY     - 1953     GOOD             NGS
 DA0503  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0503  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0503
 DA0503                          STATION DESCRIPTION
 DA0503
 DA0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0503'5.3 MI S FROM GILA BEND.
 DA0503'3.5 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0503'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.8 MILES SOUTHEAST
 DA0503'ALONG A PAVED ROAD, AT GILA BEND AIR FORCE BASE, AT THE CONTROL TOWER
 DA0503'(BUILDING T 317), IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 DA0503'FOUNDATION FOR THE EAST STEEL LEG, 69.6 FEET EAST OF THE EAST CORNER
 DA0503'OF THE HEADQUARTERS BUILDING OF THE AIR BASE SQUADRON, 0.7 FOOT EAST
 DA0503'OF THE EAST EDGE OF THE EAST STEEL LEG, AND ABOUT LEVEL WITH THE
 DA0503'RUNWAY.
 DA0503
 DA0503                          STATION RECOVERY (1973)
 DA0503
 DA0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0503'MARK NOT FOUND.
 DA0503
 DA0503                          STATION RECOVERY (2007)
 DA0503
 DA0503'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0282 ***********************************************************************
 DV0282  DESIGNATION -  B 259
 DV0282  PID         -  DV0282
 DV0282  STATE/COUNTY-  AZ/MARICOPA
 DV0282  USGS QUAD   -  EL MIRAGE (1982)
 DV0282
 DV0282                         *CURRENT SURVEY CONTROL
 DV0282  ___________________________________________________________________
 DV0282* NAD 83(1992)-  33 33 02.96070(N)    112 22 09.98300(W)     ADJUSTED  
 DV0282* NAVD 88     -       337.28   (+/-2cm)    1106.6    (feet)  VERTCON   
 DV0282  ___________________________________________________________________
 DV0282  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DV0282  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0282  HORZ ORDER  -  SECOND
 DV0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0282
 DV0282.The horizontal coordinates were established by classical geodetic methods
 DV0282.and adjusted by the National Geodetic Survey in August 1993.
 DV0282
 DV0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0282.The vertical order pertains to the NGVD 29 superseded value.
 DV0282
 DV0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0282
 DV0282.The geoid height was determined by GEOID03.
 DV0282
 DV0282;                    North         East     Units Scale Factor Converg.
 DV0282;SPC AZ C     -   282,928.615   171,315.812   MT  0.99992179   -0 15 00.9
 DV0282;SPC AZ C     -   928,243.49    562,059.75   iFT  0.99992179   -0 15 00.9
 DV0282;UTM  12      - 3,713,193.651   372,868.712   MT  0.99979926   -0 45 25.1
 DV0282
 DV0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0282!SPC AZ C     -   0.99995182  x   0.99992179  =   0.99987361
 DV0282!UTM  12      -   0.99995182  x   0.99979926  =   0.99975109
 DV0282
 DV0282                          SUPERSEDED SURVEY CONTROL
 DV0282
 DV0282  NAD 83(1986)-  33 33 02.95502(N)    112 22 09.98933(W) AD(       ) 2
 DV0282  NAD 27      -  33 33 02.80981(N)    112 22 07.41584(W) AD(       ) 2
 DV0282  NGVD 29 (??/??/92)  336.733  (m)         1104.76   (f) ADJ UNCH    2 0
 DV0282
 DV0282.Superseded values are not recommended for survey control.
 DV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0282.See file dsdata.txt to determine how the superseded data were derived.
 DV0282
 DV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7286913194(NAD 83)
 DV0282_MARKER: DB = BENCH MARK DISK
 DV0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0282_STAMPING: B 259 1945
 DV0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0282+STABILITY: SURFACE MOTION
 DV0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0282+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2008
 DV0282
 DV0282  HISTORY     - Date     Condition        Report By
 DV0282  HISTORY     - 1947     MONUMENTED       CGS
 DV0282  HISTORY     - 1948     GOOD             NGS
 DV0282  HISTORY     - 1984     GOOD             DMA
 DV0282  HISTORY     - 20080405 GOOD             ENTEL
 DV0282
 DV0282                          STATION DESCRIPTION
 DV0282
 DV0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0282'A USC AND GS BENCH MARK, 18 INCHES NORTH
 DV0282'OF THE NORTH EDGE OF COMPASS CIRCLE, APPROXIMATELY THE SAME
 DV0282'ELEVATION AS STATION LUKE, AND STAMPED--B 259 1945.
 DV0282
 DV0282                          STATION RECOVERY (1948)
 DV0282
 DV0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0282'IN LUKE FIELD.
 DV0282'AT LUKE FIELD, MARICOPA COUNTY, 66.6 FEET NORTH OF THE CENTER OF THE
 DV0282'COMPASS TABLE, AT THE PAINTED LETTER N, AND 1.5 FEET NORTH OF THE
 DV0282'NORTH EDGE OF THE CONCRETE CIRCLE.  A STANDARD DISK, STAMPED B 259
 DV0282'1945 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS
 DV0282'USED AS REFERENCE MARK 2 FOR TRIANGULATION STATION LUKE 1947.
 DV0282
 DV0282                          STATION RECOVERY (1984)
 DV0282
 DV0282'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 DV0282'RECOVERED IN GOOD CONDITION.
 DV0282
 DV0282                          STATION RECOVERY (2008)
 DV0282
 DV0282'RECOVERY NOTE BY ENTELLUS INC 2008 (DGF)
 DV0282'STATION APPEARS TO BE SUBJECT TO SUBSIDENCE.
 DV0282'MARKER APPROXIMATELY 17.6 FEET LOWER, 1.6 FEET NORTH, AND 0.7 FEET
 DV0282'WEST OF PUBLISHED INFORMATION BASED ON OPUS STATIC OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0409 ***********************************************************************
 ET0409  DESIGNATION -  B 26
 ET0409  PID         -  ET0409
 ET0409  STATE/COUNTY-  AZ/YAVAPAI
 ET0409  USGS QUAD   -  DATE (1969)
 ET0409
 ET0409                         *CURRENT SURVEY CONTROL
 ET0409  ___________________________________________________________________
 ET0409* NAD 83(1986)-  34 15 30.     (N)    112 54 00.     (W)     SCALED    
 ET0409* NAVD 88     -       996.573  (meters)    3269.59   (feet)  POSTED    
 ET0409  ___________________________________________________________________
 ET0409  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 ET0409  DYNAMIC HT  -         995.320 (meters)    3265.48  (feet)  COMP
 ET0409  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 ET0409
 ET0409  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0409
 ET0409.The horizontal coordinates were scaled from a topographic map and have
 ET0409.an estimated accuracy of +/- 6 seconds.
 ET0409
 ET0409.The orthometric height was determined by differential leveling
 ET0409.and adjusted in November 2005.
 ET0409.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0409.rate of 1.1 thru 2.0 mm/km.
 ET0409
 ET0409.The geoid height was determined by GEOID03.
 ET0409
 ET0409.The dynamic height is computed by dividing the NAVD 88
 ET0409.geopotential number by the normal gravity value computed on the
 ET0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0409.degrees latitude (g = 980.6199 gals.).
 ET0409
 ET0409.The modeled gravity was interpolated from observed gravity values.
 ET0409
 ET0409;                    North         East    Units  Estimated Accuracy
 ET0409;SPC AZ C     -   361,740.      122,800.      MT  (+/- 180 meters Scaled)
 ET0409
 ET0409                          SUPERSEDED SURVEY CONTROL
 ET0409
 ET0409  NGVD 29 (??/??/92)  995.865  (m)         3267.27   (f) ADJ UNCH    2 0
 ET0409
 ET0409.Superseded values are not recommended for survey control.
 ET0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0409.See file dsdata.txt to determine how the superseded data were derived.
 ET0409
 ET0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC250924(NAD 83)
 ET0409_MARKER: DB = BENCH MARK DISK
 ET0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0409_SP_SET: CULVERT
 ET0409_STAMPING: B 26 1933
 ET0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0409+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0409
 ET0409  HISTORY     - Date     Condition        Report By
 ET0409  HISTORY     - 1933     MONUMENTED       CGS
 ET0409  HISTORY     - 20080526 GOOD             GEOCAC
 ET0409
 ET0409                          STATION DESCRIPTION
 ET0409
 ET0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0409'4.3 MI S FROM DATE.
 ET0409'ON A.T. AND S.F. RIGHT OF WAY, 2.5 MILES NORTH OF PIEDMONT SIDING, 50
 ET0409'FEET NORTH OF MILEPOST 114, ON TOP OF WESTERLY CONCRETE HEADWALL OF
 ET0409'RAILROAD CULVERT NO. E-114.
 ET0409
 ET0409                          STATION RECOVERY (2008)
 ET0409
 ET0409'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0409'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0409'15.508' W112 53.993'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0200 ***********************************************************************
 CZ0200  DESIGNATION -  B 261
 CZ0200  PID         -  CZ0200
 CZ0200  STATE/COUNTY-  AZ/PIMA
 CZ0200  USGS QUAD   -  TUCSON (1992)
 CZ0200
 CZ0200                         *CURRENT SURVEY CONTROL
 CZ0200  ___________________________________________________________________
 CZ0200* NAD 83(1986)-  32 07 30.     (N)    110 57 37.     (W)     SCALED    
 CZ0200* NAVD 88     -       777.897  (meters)    2552.15   (feet)  ADJUSTED  
 CZ0200  ___________________________________________________________________
 CZ0200  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0200  DYNAMIC HT  -         776.811 (meters)    2548.59  (feet)  COMP
 CZ0200  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 CZ0200
 CZ0200  VERT ORDER  -  FIRST     CLASS II
 CZ0200
 CZ0200.The horizontal coordinates were scaled from a topographic map and have
 CZ0200.an estimated accuracy of +/- 6 seconds.
 CZ0200
 CZ0200.The orthometric height was determined by differential leveling
 CZ0200.and adjusted in June 1991.
 CZ0200
 CZ0200.The geoid height was determined by GEOID03.
 CZ0200
 CZ0200.The dynamic height is computed by dividing the NAVD 88
 CZ0200.geopotential number by the normal gravity value computed on the
 CZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0200.degrees latitude (g = 980.6199 gals.).
 CZ0200
 CZ0200.The modeled gravity was interpolated from observed gravity values.
 CZ0200
 CZ0200;                    North         East    Units  Estimated Accuracy
 CZ0200;SPC AZ C     -   125,130.      303,600.      MT  (+/- 180 meters Scaled)
 CZ0200
 CZ0200                          SUPERSEDED SURVEY CONTROL
 CZ0200
 CZ0200  NGVD 29 (??/??/92)  777.252  (m)         2550.03   (f) ADJ UNCH    1 2
 CZ0200
 CZ0200.Superseded values are not recommended for survey control.
 CZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0200.See file dsdata.txt to determine how the superseded data were derived.
 CZ0200
 CZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037542(NAD 83)
 CZ0200_MARKER: DB = BENCH MARK DISK
 CZ0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0200_SP_SET: CULVERT
 CZ0200_STAMPING: B 261 1945
 CZ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0200+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0200
 CZ0200  HISTORY     - Date     Condition        Report By
 CZ0200  HISTORY     - 1945     MONUMENTED       CGS
 CZ0200  HISTORY     - 1953     GOOD             NGS
 CZ0200  HISTORY     - 1973     GOOD             NGS
 CZ0200  HISTORY     - 1980     GOOD             NGS
 CZ0200  HISTORY     - 20060315 GOOD             USPSQD
 CZ0200  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0200
 CZ0200                          STATION DESCRIPTION
 CZ0200
 CZ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0200'6.9 MI S FROM TUCSON.
 CZ0200'6.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0200'STATION AT TUCSON MUNICIPAL AIRPORT, AT A TRIPLE CONCRETE PIPE CULVERT
 CZ0200'UNDER THE ENTRANCE TO GRAND CENTRAL AIRCRAFT COMPANY, BETWEEN THE
 CZ0200'EMPLOYMENT OFFICE AND THE TRACK, IN THE TOP OF THE APPROXIMATE CENTER
 CZ0200'OF THE NORTH CONCRETE HEAD WALL, 71.7 FEET EAST OF THE RAIL, 37.9 FEET
 CZ0200'NORTH OF THE NORTH EDGE OF A CONCRETE ISLAND IN THE ENTRANCE, AND
 CZ0200'ABOUT 1/2 FOOT HIGHER THAN THE ENTRANCE ROAD.
 CZ0200
 CZ0200                          STATION RECOVERY (1973)
 CZ0200
 CZ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CZ0200'RECOVERED IN GOOD CONDITION.
 CZ0200
 CZ0200                          STATION RECOVERY (1980)
 CZ0200
 CZ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0200'10.9 KILOMETERS (6.8 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0200'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF
 CZ0200'THE NORTH HEADWALL OF A THREE CHANNEL BOX CULVERT UNDER THE
 CZ0200'ENTRANCE ROAD TO THE TUCSON AVIATION CENTER, 30 METERS (72 FEET)
 CZ0200'EAST OF THE EAST RAIL, 11.6 METERS (38 FEET) NORTH OF THE NORTH
 CZ0200'EDGE OF A CONCRETE ISLAND IN THE ENTRANCE ROAD.
 CZ0200'THE MARK IS ABOVE LEVEL WITH THE RAILS..
 CZ0200
 CZ0200                          STATION RECOVERY (2006)
 CZ0200
 CZ0200'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0200'RECOVERED AS DESCRIBED.
 CZ0200
 CZ0200                          STATION RECOVERY (2007)
 CZ0200
 CZ0200'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0579 ***********************************************************************
 CY0579  DESIGNATION -  B 262
 CY0579  PID         -  CY0579
 CY0579  STATE/COUNTY-  AZ/GRAHAM
 CY0579  USGS QUAD   -  SAFFORD (1985)
 CY0579
 CY0579                         *CURRENT SURVEY CONTROL
 CY0579  ___________________________________________________________________
 CY0579* NAD 83(1986)-  32 50 43.     (N)    109 37 49.     (W)     SCALED    
 CY0579* NAVD 88     -       963.860  (meters)    3162.26   (feet)  ADJUSTED  
 CY0579  ___________________________________________________________________
 CY0579  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0579  DYNAMIC HT  -         962.510 (meters)    3157.83  (feet)  COMP
 CY0579  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 CY0579
 CY0579  VERT ORDER  -  SECOND    CLASS 0
 CY0579
 CY0579.The horizontal coordinates were scaled from a topographic map and have
 CY0579.an estimated accuracy of +/- 6 seconds.
 CY0579
 CY0579.The orthometric height was determined by differential leveling
 CY0579.and adjusted in June 1991.
 CY0579
 CY0579.The geoid height was determined by GEOID03.
 CY0579
 CY0579.The dynamic height is computed by dividing the NAVD 88
 CY0579.geopotential number by the normal gravity value computed on the
 CY0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0579.degrees latitude (g = 980.6199 gals.).
 CY0579
 CY0579.The modeled gravity was interpolated from observed gravity values.
 CY0579
 CY0579;                    North         East    Units  Estimated Accuracy
 CY0579;SPC AZ E     -   204,720.      263,570.      MT  (+/- 180 meters Scaled)
 CY0579
 CY0579                          SUPERSEDED SURVEY CONTROL
 CY0579
 CY0579  NGVD 29 (??/??/92)  963.270  (m)         3160.33   (f) ADJ UNCH    2 0
 CY0579
 CY0579.Superseded values are not recommended for survey control.
 CY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0579.See file dsdata.txt to determine how the superseded data were derived.
 CY0579
 CY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB281349(NAD 83)
 CY0579_MARKER: DB = BENCH MARK DISK
 CY0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0579_STAMPING: B 262 1945
 CY0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0579+STABILITY: SURFACE MOTION
 CY0579
 CY0579  HISTORY     - Date     Condition        Report By
 CY0579  HISTORY     - 1945     MONUMENTED       CGS
 CY0579
 CY0579                          STATION DESCRIPTION
 CY0579
 CY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0579'IN SAFFORD AIRPORT.
 CY0579'AT THE SAFFORD AIRPORT, SET AT THE MAIN GATE, ABOUT 300 FEET NORTH OF
 CY0579'THE EDGE OF THE MESA, 15 FEET EAST OF THE EAST GATE POST, 1.5 FEET
 CY0579'SOUTH OF THE FENCE, 2.4 FEET WEST OF REFERENCE POST.  BRONZE BENCH
 CY0579'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 CY0579'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1066 ***********************************************************************
 DV1066  DESIGNATION -  B 263
 DV1066  PID         -  DV1066
 DV1066  STATE/COUNTY-  AZ/MARICOPA
 DV1066  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1066
 DV1066                         *CURRENT SURVEY CONTROL
 DV1066  ___________________________________________________________________
 DV1066* NAD 83(1986)-  33 29 07.     (N)    113 02 53.     (W)     SCALED    
 DV1066* NAVD 88     -       367.481  (meters)    1205.64   (feet)  ADJUSTED  
 DV1066  ___________________________________________________________________
 DV1066  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1066  DYNAMIC HT  -         367.060 (meters)    1204.26  (feet)  COMP
 DV1066  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 DV1066
 DV1066  VERT ORDER  -  FIRST     CLASS II
 DV1066
 DV1066.The horizontal coordinates were scaled from a topographic map and have
 DV1066.an estimated accuracy of +/- 6 seconds.
 DV1066
 DV1066.The orthometric height was determined by differential leveling
 DV1066.and adjusted in June 1991.
 DV1066
 DV1066.The geoid height was determined by GEOID03.
 DV1066
 DV1066.The dynamic height is computed by dividing the NAVD 88
 DV1066.geopotential number by the normal gravity value computed on the
 DV1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1066.degrees latitude (g = 980.6199 gals.).
 DV1066
 DV1066.The modeled gravity was interpolated from observed gravity values.
 DV1066
 DV1066;                    North         East    Units  Estimated Accuracy
 DV1066;SPC AZ C     -   276,140.      108,220.      MT  (+/- 180 meters Scaled)
 DV1066
 DV1066                          SUPERSEDED SURVEY CONTROL
 DV1066
 DV1066  NGVD 29 (??/??/92)  366.833  (m)         1203.52   (f) ADJ UNCH    1 2
 DV1066
 DV1066.Superseded values are not recommended for survey control.
 DV1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1066.See file dsdata.txt to determine how the superseded data were derived.
 DV1066
 DV1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC097069(NAD 83)
 DV1066_MARKER: DB = BENCH MARK DISK
 DV1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1066_STAMPING: B 263 1947
 DV1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1066+STABILITY: SURFACE MOTION
 DV1066
 DV1066  HISTORY     - Date     Condition        Report By
 DV1066  HISTORY     - 1947     MONUMENTED       CGS
 DV1066  HISTORY     - 1967     GOOD             NGS
 DV1066  HISTORY     - 1981     GOOD             NGS
 DV1066
 DV1066                          STATION DESCRIPTION
 DV1066
 DV1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1066'7.6 MI W FROM TONOPAH.
 DV1066'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1066'TONOPAH, THENCE 0.75 MILE SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD IN
 DV1066'SECTION 26, T 2 N, R 8 W, 85 YARDS SOUTHEAST OF A SLIGHT RISE, 53 FEET
 DV1066'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 DV1066'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DV1066'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE
 DV1066'CONCRETE POST IS CRACKED BUT STILL SOLID.
 DV1066
 DV1066                          STATION RECOVERY (1981)
 DV1066
 DV1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0724 ***********************************************************************
 DV0724  DESIGNATION -  B 264
 DV0724  PID         -  DV0724
 DV0724  STATE/COUNTY-  AZ/MARICOPA
 DV0724  USGS QUAD   -  BUCKEYE NW (1982)
 DV0724
 DV0724                         *CURRENT SURVEY CONTROL
 DV0724  ___________________________________________________________________
 DV0724* NAD 83(1986)-  33 27 48.     (N)    112 40 41.     (W)     SCALED    
 DV0724* NAVD 88     -       348.943  (meters)    1144.82   (feet)  ADJUSTED  
 DV0724  ___________________________________________________________________
 DV0724  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV0724  DYNAMIC HT  -         348.541 (meters)    1143.50  (feet)  COMP
 DV0724  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 DV0724
 DV0724  VERT ORDER  -  FIRST     CLASS II
 DV0724
 DV0724.The horizontal coordinates were scaled from a topographic map and have
 DV0724.an estimated accuracy of +/- 6 seconds.
 DV0724
 DV0724.The orthometric height was determined by differential leveling
 DV0724.and adjusted in June 1991.
 DV0724
 DV0724.The geoid height was determined by GEOID03.
 DV0724
 DV0724.The dynamic height is computed by dividing the NAVD 88
 DV0724.geopotential number by the normal gravity value computed on the
 DV0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0724.degrees latitude (g = 980.6199 gals.).
 DV0724
 DV0724.The modeled gravity was interpolated from observed gravity values.
 DV0724
 DV0724;                    North         East    Units  Estimated Accuracy
 DV0724;SPC AZ C     -   273,390.      142,590.      MT  (+/- 180 meters Scaled)
 DV0724
 DV0724                          SUPERSEDED SURVEY CONTROL
 DV0724
 DV0724  NGVD 29 (??/??/92)  348.296  (m)         1142.70   (f) ADJ UNCH    1 2
 DV0724
 DV0724.Superseded values are not recommended for survey control.
 DV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0724.See file dsdata.txt to determine how the superseded data were derived.
 DV0724
 DV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440039(NAD 83)
 DV0724_MARKER: DB = BENCH MARK DISK
 DV0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0724_STAMPING: B 264 1947
 DV0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0724+STABILITY: SURFACE MOTION
 DV0724
 DV0724  HISTORY     - Date     Condition        Report By
 DV0724  HISTORY     - 1947     MONUMENTED       CGS
 DV0724  HISTORY     - 1967     GOOD             NGS
 DV0724  HISTORY     - 1981     GOOD             NGS
 DV0724  HISTORY     - 20010420 MARK NOT FOUND   MCDOT
 DV0724  HISTORY     - 20071004 MARK NOT FOUND   GEOCAC
 DV0724
 DV0724                          STATION DESCRIPTION
 DV0724
 DV0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0724'9.45 MI NW FROM BUCKEYE.
 DV0724'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0724'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 5.35 MILES
 DV0724'NORTHWEST ALONG YUMA ROAD, IN S 4, T 1 N, R 4 W, 45 FEET NORTHWEST OF
 DV0724'THE CENTER OF THE JUNCTION OF YUMA ROAD AND A DIRT ROAD, 30 FEET NORTH
 DV0724'OF THE CENTER LINE OF YUMA ROAD, 18 FEET NORTHEAST OF THE CENTER LINE
 DV0724'OF THE DIRT ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 DV0724'WASH, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DV0724'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DV0724'INCHES.
 DV0724
 DV0724                          STATION RECOVERY (1981)
 DV0724
 DV0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0724'RECOVERED IN GOOD CONDITION.
 DV0724
 DV0724                          STATION RECOVERY (2001)
 DV0724
 DV0724'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724' 
 DV0724
 DV0724                          STATION RECOVERY (2007)
 DV0724
 DV0724'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0724'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0724'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0079 ***********************************************************************
 DV0079  DESIGNATION -  B 266
 DV0079  PID         -  DV0079
 DV0079  STATE/COUNTY-  AZ/MARICOPA
 DV0079  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0079
 DV0079                         *CURRENT SURVEY CONTROL
 DV0079  ___________________________________________________________________
 DV0079* NAD 83(1986)-  33 43 24.     (N)    112 20 09.     (W)     SCALED    
 DV0079* NAVD 88     -       410.331  (meters)    1346.23   (feet)  ADJUSTED  
 DV0079  ___________________________________________________________________
 DV0079  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0079  DYNAMIC HT  -         409.853 (meters)    1344.66  (feet)  COMP
 DV0079  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 DV0079
 DV0079  VERT ORDER  -  FIRST     CLASS II
 DV0079
 DV0079.The horizontal coordinates were scaled from a topographic map and have
 DV0079.an estimated accuracy of +/- 6 seconds.
 DV0079
 DV0079.The orthometric height was determined by differential leveling
 DV0079.and adjusted in June 1991.
 DV0079
 DV0079.The geoid height was determined by GEOID03.
 DV0079
 DV0079.The dynamic height is computed by dividing the NAVD 88
 DV0079.geopotential number by the normal gravity value computed on the
 DV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0079.degrees latitude (g = 980.6199 gals.).
 DV0079
 DV0079.The modeled gravity was interpolated from observed gravity values.
 DV0079
 DV0079;                    North         East    Units  Estimated Accuracy
 DV0079;SPC AZ C     -   302,050.      174,510.      MT  (+/- 180 meters Scaled)
 DV0079
 DV0079                          SUPERSEDED SURVEY CONTROL
 DV0079
 DV0079  NGVD 29 (??/??/92)  409.706  (m)         1344.18   (f) ADJ UNCH    1 2
 DV0079
 DV0079.Superseded values are not recommended for survey control.
 DV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0079.See file dsdata.txt to determine how the superseded data were derived.
 DV0079
 DV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC762322(NAD 83)
 DV0079_MARKER: DB = BENCH MARK DISK
 DV0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0079_SP_SET: CONCRETE SIPHON
 DV0079_STAMPING: B 266 1948
 DV0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0079
 DV0079  HISTORY     - Date     Condition        Report By
 DV0079  HISTORY     - 1948     MONUMENTED       CGS
 DV0079  HISTORY     - 1967     GOOD             NGS
 DV0079  HISTORY     - 1981     GOOD             NGS
 DV0079  HISTORY     - 20071102 GOOD             GEOCAC
 DV0079
 DV0079                          STATION DESCRIPTION
 DV0079
 DV0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0079'12.05 MI NW FROM EL MIRAGE.
 DV0079'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0079'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 5.05 MILES
 DV0079'NORTHEAST ALONG CANAL ROAD, IN SECTION 2, T 4 N, R 1 W, 115 FEET NORTH
 DV0079'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE
 DV0079'WEST CONCRETE HEAD WALL OF A CONCRETE SIPHON, AND ABOUT 12 FEET ABOVE
 DV0079'THE LEVEL OF THE WASH.
 DV0079
 DV0079                          STATION RECOVERY (1981)
 DV0079
 DV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0079'RECOVERED IN GOOD CONDITION.
 DV0079
 DV0079                          STATION RECOVERY (2007)
 DV0079
 DV0079'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0079'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0079'33 43 24.7 (N)   112 20 09.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0025 ***********************************************************************
 DV0025  DESIGNATION -  B 268
 DV0025  PID         -  DV0025
 DV0025  STATE/COUNTY-  AZ/MARICOPA
 DV0025  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0025
 DV0025                         *CURRENT SURVEY CONTROL
 DV0025  ___________________________________________________________________
 DV0025* NAD 83(1986)-  33 35 51.     (N)    112 01 54.     (W)     SCALED    
 DV0025* NAVD 88     -       439.47   (+/-2cm)    1441.8    (feet)  VERTCON   
 DV0025  ___________________________________________________________________
 DV0025  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV0025  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0025
 DV0025.The horizontal coordinates were scaled from a topographic map and have
 DV0025.an estimated accuracy of +/- 6 seconds.
 DV0025
 DV0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0025.The vertical order pertains to the NGVD 29 superseded value.
 DV0025
 DV0025.The geoid height was determined by GEOID03.
 DV0025
 DV0025;                    North         East    Units  Estimated Accuracy
 DV0025;SPC AZ C     -   288,020.      202,690.      MT  (+/- 180 meters Scaled)
 DV0025
 DV0025                          SUPERSEDED SURVEY CONTROL
 DV0025
 DV0025  NGVD 29 (??/??/92)  438.918  (m)         1440.02   (f) ADJ UNCH    1 2
 DV0025
 DV0025.Superseded values are not recommended for survey control.
 DV0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0025.See file dsdata.txt to determine how the superseded data were derived.
 DV0025
 DV0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC042180(NAD 83)
 DV0025_MARKER: DB = BENCH MARK DISK
 DV0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0025_STAMPING: B 268 1948
 DV0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0025+STABILITY: SURFACE MOTION
 DV0025
 DV0025  HISTORY     - Date     Condition        Report By
 DV0025  HISTORY     - 1948     MONUMENTED       CGS
 DV0025  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV0025  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DV0025
 DV0025                          STATION DESCRIPTION
 DV0025
 DV0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0025'IN CACTUS.
 DV0025'AT CACTUS, AT THE NORTH PHOENIX AIRPORT, ABOUT 0.5 MILE EAST OF THE
 DV0025'CACTUS POST OFFICE, 135.0 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST
 DV0025'RUNWAY, 33.5 FEET SOUTHWEST OF A LARGE WOODEN POLE SUPPORTING THE WIND
 DV0025'INDICATOR, 3.3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, SET IN
 DV0025'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- THIS AIRPORT IS
 DV0025'NO LONGER IN EXISTENCE AND CONSIDERABLE CONSTRUCTION OF RESIDENTIAL
 DV0025'BUILDING HAS BEEN DONE IN THE AREA.  MARK WAS PROBABLY DESTROYED
 DV0025'DURING CONSTRUCTION.
 DV0025
 DV0025                          STATION RECOVERY (1963)
 DV0025
 DV0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV0025'MARK NOT FOUND.
 DV0025
 DV0025                          STATION RECOVERY (2008)
 DV0025
 DV0025'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0025'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0025'MARK. THE SCALED CO-ORDINATES POINT TO A RESIDENTIAL LOT IN THE 2300
 DV0025'BLOCK OF EAST ALDINE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1072 ***********************************************************************
 DU1072  DESIGNATION -  B 269
 DU1072  PID         -  DU1072
 DU1072  STATE/COUNTY-  AZ/MARICOPA
 DU1072  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1072
 DU1072                         *CURRENT SURVEY CONTROL
 DU1072  ___________________________________________________________________
 DU1072* NAD 83(1986)-  33 30 36.     (N)    111 42 47.     (W)     SCALED    
 DU1072* NAVD 88     -       401.039  (meters)    1315.74   (feet)  READJUSTED
 DU1072  ___________________________________________________________________
 DU1072  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU1072  DYNAMIC HT  -         400.560 (meters)    1314.17  (feet)  COMP
 DU1072  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 DU1072
 DU1072  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1072
 DU1072.The horizontal coordinates were scaled from a topographic map and have
 DU1072.an estimated accuracy of +/- 6 seconds.
 DU1072
 DU1072.The orthometric height was determined by differential leveling
 DU1072.and adjusted in April 1999.
 DU1072.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1072.distribution rate of 0.0 thru 1.0 mm/km.
 DU1072.The height was derived from older observations constrained to new
 DU1072.heights in a crustal motion area.  The height is approximate in
 DU1072.relation to other heights in its vicinity.
 DU1072
 DU1072.The geoid height was determined by GEOID03.
 DU1072
 DU1072.The dynamic height is computed by dividing the NAVD 88
 DU1072.geopotential number by the normal gravity value computed on the
 DU1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1072.degrees latitude (g = 980.6199 gals.).
 DU1072
 DU1072.The modeled gravity was interpolated from observed gravity values.
 DU1072
 DU1072;                    North         East    Units  Estimated Accuracy
 DU1072;SPC AZ C     -   278,330.      232,280.      MT  (+/- 180 meters Scaled)
 DU1072
 DU1072                          SUPERSEDED SURVEY CONTROL
 DU1072
 DU1072  NAVD 88 (06/15/91)  401.052  (m)         1315.78   (f) UNKNOWN     1 2
 DU1072  NGVD 29 (??/??/92)  400.467  (m)         1313.87   (f) ADJ UNCH    1 2
 DU1072
 DU1072.Superseded values are not recommended for survey control.
 DU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1072.See file dsdata.txt to determine how the superseded data were derived.
 DU1072
 DU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC337080(NAD 83)
 DU1072_MARKER: DB = BENCH MARK DISK
 DU1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1072_STAMPING: B 269 1948
 DU1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1072+STABILITY: SURFACE MOTION
 DU1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1072+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1072
 DU1072  HISTORY     - Date     Condition        Report By
 DU1072  HISTORY     - 1948     MONUMENTED       CGS
 DU1072  HISTORY     - 1967     GOOD             NGS
 DU1072  HISTORY     - 1975     GOOD             NGS
 DU1072  HISTORY     - 1980     GOOD             NGS
 DU1072  HISTORY     - 20080419 GOOD             GEOCAC
 DU1072
 DU1072                          STATION DESCRIPTION
 DU1072
 DU1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1072'9.8 MI N FROM BUCKHORN.
 DU1072'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1072'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1072'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH
 DU1072'ALONG A GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A DIRT ROAD WHICH
 DU1072'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 14, T 2 N, R
 DU1072'6 E, 145 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 13 FEET SOUTH
 DU1072'OF THE CENTER LINE OF A TRAIL ROAD, 17 FEET EAST OF THE CENTER LINE OF
 DU1072'A TRAIL ROAD WHICH LEADS SOUTH, 0.9 FOOT NORTH OF A METAL WITNESS
 DU1072'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE DIRT ROAD, AND SET IN THE
 DU1072'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 DU1072
 DU1072                          STATION RECOVERY (1975)
 DU1072
 DU1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1072'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1072'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU1072'HIGHWAY, THENCE 0.9 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE FOOT OF
 DU1072'THE NORTH SLOPE OF THE HIGHEST HILL IN THE VICINITY, 70 FEET SOUTH OF
 DU1072'THE TOE OF THE HILL, 180 FEET SOUTH OF THE CENTERLINE OF A TRAIL ROAD
 DU1072'AROUND THE HILL, SET IN THE TOP OF A ROCK OUTCROP, 0.6 FEET NORTH OF A
 DU1072'METAL WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.  1/4, SEC 18, T
 DU1072'1N, R 7E.
 DU1072
 DU1072                          STATION RECOVERY (1980)
 DU1072
 DU1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1072'RECOVERED IN GOOD CONDITION.
 DU1072
 DU1072                          STATION RECOVERY (2008)
 DU1072
 DU1072'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1072'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1072'30.608' W111 42.794'. THE 1975 RECOVERY NOTE SEEMS TO HAVE BEEN
 DU1072'ENTERED FOR THE WRONG PID. NONE OF THE INFORMATION APPLIES TO THIS
 DU1072'STATION, BUT DOES APPLY TO DU0654 WHERE THE IDENTICAL TEXT IS
 DU1072'DUPLICATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0461 ***********************************************************************
 ET0461  DESIGNATION -  B 27
 ET0461  PID         -  ET0461
 ET0461  STATE/COUNTY-  AZ/YAVAPAI
 ET0461  USGS QUAD   -  IRON SPRINGS (1979)
 ET0461
 ET0461                         *CURRENT SURVEY CONTROL
 ET0461  ___________________________________________________________________
 ET0461* NAD 83(1986)-  34 35 04.     (N)    112 34 31.     (W)     SCALED    
 ET0461* NAVD 88     -      1805.347  (meters)    5923.04   (feet)  POSTED    
 ET0461  ___________________________________________________________________
 ET0461  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 ET0461  DYNAMIC HT  -        1802.850 (meters)    5914.85  (feet)  COMP
 ET0461  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 ET0461
 ET0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0461
 ET0461.The horizontal coordinates were scaled from a topographic map and have
 ET0461.an estimated accuracy of +/- 6 seconds.
 ET0461
 ET0461.The orthometric height was determined by differential leveling
 ET0461.and adjusted in November 2005.
 ET0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0461.rate of 0.0 thru 1.0 mm/km.
 ET0461
 ET0461.The geoid height was determined by GEOID03.
 ET0461
 ET0461.The dynamic height is computed by dividing the NAVD 88
 ET0461.geopotential number by the normal gravity value computed on the
 ET0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0461.degrees latitude (g = 980.6199 gals.).
 ET0461
 ET0461.The modeled gravity was interpolated from observed gravity values.
 ET0461
 ET0461;                    North         East    Units  Estimated Accuracy
 ET0461;SPC AZ C     -   397,680.      152,940.      MT  (+/- 180 meters Scaled)
 ET0461
 ET0461                          SUPERSEDED SURVEY CONTROL
 ET0461
 ET0461  NGVD 29 (??/??/92) 1804.455  (m)         5920.12   (f) ADJ UNCH    1 2
 ET0461
 ET0461.Superseded values are not recommended for survey control.
 ET0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0461.See file dsdata.txt to determine how the superseded data were derived.
 ET0461
 ET0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD555280(NAD 83)
 ET0461_MARKER: DB = BENCH MARK DISK
 ET0461_SETTING: 80 = SET IN A BOULDER
 ET0461_SP_SET: BOULDER
 ET0461_STAMPING: B 27 1933
 ET0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0461+STABILITY: SURFACE MOTION
 ET0461
 ET0461  HISTORY     - Date     Condition        Report By
 ET0461  HISTORY     - 1933     MONUMENTED       CGS
 ET0461  HISTORY     - 1974     GOOD             USGS
 ET0461
 ET0461                          STATION DESCRIPTION
 ET0461
 ET0461'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0461'IN IRON SPRINGS.
 ET0461'AT IRON SPRINGS, ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0461'RAILWAY STATION (SITE) 55 FEET NORTHEAST OF CENTERLINE OF RR GRADE
 ET0461'OVER 6X6 FT. CONCRETE BOX CULVERT, ON THE SOUTH BANK OF A CREEK, IN
 ET0461'THE TOP OF A LARGE BOULDER AND 5.1 FEET HIGHER THAN RR GRADE OPPOSITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0434 ***********************************************************************
 DU0434  DESIGNATION -  B 270
 DU0434  PID         -  DU0434
 DU0434  STATE/COUNTY-  AZ/MARICOPA
 DU0434  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0434
 DU0434                         *CURRENT SURVEY CONTROL
 DU0434  ___________________________________________________________________
 DU0434* NAD 83(1986)-  33 31 45.     (N)    111 24 43.     (W)     SCALED    
 DU0434* NAVD 88     -       553.171  (meters)    1814.86   (feet)  ADJUSTED  
 DU0434  ___________________________________________________________________
 DU0434  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DU0434  DYNAMIC HT  -         552.477 (meters)    1812.59  (feet)  COMP
 DU0434  MODELED GRAV-     979,366.0   (mgal)                       NAVD 88
 DU0434
 DU0434  VERT ORDER  -  FIRST     CLASS II
 DU0434
 DU0434.The horizontal coordinates were scaled from a topographic map and have
 DU0434.an estimated accuracy of +/- 6 seconds.
 DU0434
 DU0434.The orthometric height was determined by differential leveling
 DU0434.and adjusted in June 1991.
 DU0434
 DU0434.The geoid height was determined by GEOID03.
 DU0434
 DU0434.The dynamic height is computed by dividing the NAVD 88
 DU0434.geopotential number by the normal gravity value computed on the
 DU0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0434.degrees latitude (g = 980.6199 gals.).
 DU0434
 DU0434.The modeled gravity was interpolated from observed gravity values.
 DU0434
 DU0434;                    North         East    Units  Estimated Accuracy
 DU0434;SPC AZ C     -   280,550.      260,240.      MT  (+/- 180 meters Scaled)
 DU0434
 DU0434                          SUPERSEDED SURVEY CONTROL
 DU0434
 DU0434  NGVD 29 (??/??/92)  552.566  (m)         1812.88   (f) ADJ UNCH    1 2
 DU0434
 DU0434.Superseded values are not recommended for survey control.
 DU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0434.See file dsdata.txt to determine how the superseded data were derived.
 DU0434
 DU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC617100(NAD 83)
 DU0434_MARKER: DB = BENCH MARK DISK
 DU0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0434_SP_SET: BRIDGE
 DU0434_STAMPING: B 270 1948
 DU0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0434+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DU0434
 DU0434  HISTORY     - Date     Condition        Report By
 DU0434  HISTORY     - 1948     MONUMENTED       CGS
 DU0434  HISTORY     - 1980     GOOD             NGS
 DU0434  HISTORY     - 20040321 GOOD             USPSQD
 DU0434  HISTORY     - 20070512 GOOD             GEOCAC
 DU0434  HISTORY     - 20081008 GOOD             GEOCAC
 DU0434
 DU0434                          STATION DESCRIPTION
 DU0434
 DU0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0434'1.6 MI W FROM TORTILLA FLAT.
 DU0434'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0434'TORTILLA FLAT, ABOUT 0.6 MILE WEST OF A SUMMIT OF A HILL BETWEEN
 DU0434'TORTILLA FLAT AND CANYON LAKE, AT A DEEP WSH, 17.5 FEET SOUTHEAST OF
 DU0434'THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE SOUTHWEST END OF
 DU0434'A CONCRETE HEADWALL OF A BRIDGE OVER THE WASH, 0.4 FOOT NORTHEAST OF
 DU0434'THE SOUTHWEST END OF THE HEADWALL AND 4 FEET LOWER THAN THE HIGHWAY.
 DU0434
 DU0434                          STATION RECOVERY (1980)
 DU0434
 DU0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0434'RECOVERED IN GOOD CONDITION.
 DU0434
 DU0434                          STATION RECOVERY (2004)
 DU0434
 DU0434'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0434'FOUND IN COOD CONDITION
 DU0434
 DU0434                          STATION RECOVERY (2007)
 DU0434
 DU0434'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0434'RECOVERED IN GOOD CONDITION.
 DU0434
 DU0434                          STATION RECOVERY (2008)
 DU0434
 DU0434'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0434'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0434'33 31.753' W 111
 DU0434'24.717'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0411 ***********************************************************************
 DV0411  DESIGNATION -  B 271
 DV0411  PID         -  DV0411
 DV0411  STATE/COUNTY-  AZ/MARICOPA
 DV0411  USGS QUAD   -  PHOENIX (1982)
 DV0411
 DV0411                         *CURRENT SURVEY CONTROL
 DV0411  ___________________________________________________________________
 DV0411* NAD 83(1986)-  33 22 39.     (N)    112 04 23.     (W)     SCALED    
 DV0411* NAVD 88     -       358.24   (+/-2cm)    1175.3    (feet)  VERTCON   
 DV0411  ___________________________________________________________________
 DV0411  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0411
 DV0411.The horizontal coordinates were scaled from a topographic map and have
 DV0411.an estimated accuracy of +/- 6 seconds.
 DV0411
 DV0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0411.The vertical order pertains to the NGVD 29 superseded value.
 DV0411
 DV0411.The geoid height was determined by GEOID03.
 DV0411
 DV0411;                    North         East    Units  Estimated Accuracy
 DV0411;SPC AZ C     -   263,630.      198,810.      MT  (+/- 180 meters Scaled)
 DV0411
 DV0411                          SUPERSEDED SURVEY CONTROL
 DV0411
 DV0411  NGVD 29 (??/??/92)  357.589  (m)         1173.19   (f) ADJ UNCH    2 0
 DV0411
 DV0411.Superseded values are not recommended for survey control.
 DV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0411.See file dsdata.txt to determine how the superseded data were derived.
 DV0411
 DV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001936(NAD 83)
 DV0411_MARKER: DD = SURVEY DISK
 DV0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0411_STAMPING: B 271
 DV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0411+STABILITY: SURFACE MOTION
 DV0411
 DV0411  HISTORY     - Date     Condition        Report By
 DV0411  HISTORY     - UNK      MONUMENTED       AZHD
 DV0411  HISTORY     - 1948     GOOD             NGS
 DV0411  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0411
 DV0411                          STATION DESCRIPTION
 DV0411
 DV0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0411'4.9 MI S FROM PHOENIX.
 DV0411'4.9 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0411'PHOENIX, 43.1 FEET EAST OF THE CENTER LINE OF SOUTH CENTRAL AVE. 26.3
 DV0411'FEET SOUTH OF THE CENTER LINE OF BASELINE ROAD, 3.8 FEET NORTH OF A
 DV0411'WIRE FENCE, AT THE BASE OF THE SIGN F A S (2), SET IN THE TOP OF A
 DV0411'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 DV0411
 DV0411                          STATION RECOVERY (2006)
 DV0411
 DV0411'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0411'A CIRCLE-K CONVENIENCE STORE HAS BEEN BUILT ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0380 ***********************************************************************
 DV0380  DESIGNATION -  B 272
 DV0380  PID         -  DV0380
 DV0380  STATE/COUNTY-  AZ/MARICOPA
 DV0380  USGS QUAD   -  FOWLER (1982)
 DV0380
 DV0380                         *CURRENT SURVEY CONTROL
 DV0380  ___________________________________________________________________
 DV0380* NAD 83(1986)-  33 23 30.     (N)    112 08 49.     (W)     SCALED    
 DV0380* NAVD 88     -       311.50   (+/-2cm)    1022.0    (feet)  VERTCON   
 DV0380  ___________________________________________________________________
 DV0380  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0380
 DV0380.The horizontal coordinates were scaled from a topographic map and have
 DV0380.an estimated accuracy of +/- 6 seconds.
 DV0380
 DV0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0380.The vertical order pertains to the NGVD 29 superseded value.
 DV0380
 DV0380.The geoid height was determined by GEOID03.
 DV0380
 DV0380;                    North         East    Units  Estimated Accuracy
 DV0380;SPC AZ C     -   265,210.      191,940.      MT  (+/- 180 meters Scaled)
 DV0380
 DV0380                          SUPERSEDED SURVEY CONTROL
 DV0380
 DV0380  NGVD 29 (??/??/92)  310.860  (m)         1019.88   (f) ADJ UNCH    2 0
 DV0380
 DV0380.Superseded values are not recommended for survey control.
 DV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0380.See file dsdata.txt to determine how the superseded data were derived.
 DV0380
 DV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB933952(NAD 83)
 DV0380_MARKER: DB = BENCH MARK DISK
 DV0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0380_STAMPING: B 272 1948
 DV0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0380+STABILITY: SURFACE MOTION
 DV0380
 DV0380  HISTORY     - Date     Condition        Report By
 DV0380  HISTORY     - 1948     MONUMENTED       CGS
 DV0380  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0380  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0380
 DV0380                          STATION DESCRIPTION
 DV0380
 DV0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0380'9.4 MI N FROM KOMATKE.
 DV0380'8.1 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, THENCE 1.3 MILES EAST
 DV0380'ALONG A PAVED ROAD TO THE AIR ATOPIA AIRPORT, 98.7 FEET SOUTH OF THE
 DV0380'NORTH EDGE OF THE LANDING STRIP, 31.9 FEET EAST OF THE CENTER LINE A
 DV0380'DIRT ROAD AT THE WEST END OF THE STRIP, ABOUT LEVEL WITH THE STRIP AND
 DV0380'3.2 FEET NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DV0380'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0380
 DV0380                          STATION RECOVERY (1962)
 DV0380
 DV0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0380'MARK NOT FOUND.
 DV0380
 DV0380                          STATION RECOVERY (2007)
 DV0380
 DV0380'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0380'THE DESCRIBED LOCATION IS NOW A PRIVATE HOUSING DEVELOPMENT. ASSUMED
 DV0380'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0852 ***********************************************************************
 DU0852  DESIGNATION -  B 273
 DU0852  PID         -  DU0852
 DU0852  STATE/COUNTY-  AZ/MARICOPA
 DU0852  USGS QUAD   -  TEMPE (1982)
 DU0852
 DU0852                         *CURRENT SURVEY CONTROL
 DU0852  ___________________________________________________________________
 DU0852* NAD 83(1986)-  33 22 40.     (N)    111 58 42.     (W)     SCALED    
 DU0852* NAVD 88     -       369.34   (+/-2cm)    1211.7    (feet)  VERTCON   
 DU0852  ___________________________________________________________________
 DU0852  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0852
 DU0852.The horizontal coordinates were scaled from a topographic map and have
 DU0852.an estimated accuracy of +/- 6 seconds.
 DU0852
 DU0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0852.The vertical order pertains to the NGVD 29 superseded value.
 DU0852
 DU0852.The geoid height was determined by GEOID03.
 DU0852
 DU0852;                    North         East    Units  Estimated Accuracy
 DU0852;SPC AZ C     -   263,650.      207,620.      MT  (+/- 180 meters Scaled)
 DU0852
 DU0852                          SUPERSEDED SURVEY CONTROL
 DU0852
 DU0852  NGVD 29 (??/??/92)  368.720  (m)         1209.71   (f) ADJ UNCH    2 0
 DU0852
 DU0852.Superseded values are not recommended for survey control.
 DU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0852.See file dsdata.txt to determine how the superseded data were derived.
 DU0852
 DU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB089935(NAD 83)
 DU0852_MARKER: DB = BENCH MARK DISK
 DU0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0852_STAMPING: B 273 1948
 DU0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0852+STABILITY: SURFACE MOTION
 DU0852
 DU0852  HISTORY     - Date     Condition        Report By
 DU0852  HISTORY     - 1948     MONUMENTED       CGS
 DU0852  HISTORY     - 1962     GOOD             NGS
 DU0852  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU0852
 DU0852                          STATION DESCRIPTION
 DU0852
 DU0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0852'1.9 MI W FROM PETERSON.
 DU0852'1.9 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 33.4 FEET NORTH OF
 DU0852'THE CENTER LINE OF BASELINE, 33.1 FEET EAST OF THE CENTER LINE OF
 DU0852'TOVEREA DRIVE, 2.5 FEET EAST OF THE ROAD SIGN, 1.4 FEET SOUTH OF A
 DU0852'WIRE FENCE, 1.0 FOOT BELOW THE LEVEL OF THE ROAD, 2.8 FEET WEST OF A
 DU0852'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU0852'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0852
 DU0852                          STATION RECOVERY (1962)
 DU0852
 DU0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0852'RECOVERED IN GOOD CONDITION.
 DU0852
 DU0852                          STATION RECOVERY (2007)
 DU0852
 DU0852'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0852'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0852'MARK.
 DU0852'THE NORTH-SOUTH ROAD IS NOW KNOWN AS 48TH STREET. BASELINE ROAD IS NOW
 DU0852'ABOUT 75 FEET WIDE AT THIS LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0330 ***********************************************************************
 DV0330  DESIGNATION -  B 274
 DV0330  PID         -  DV0330
 DV0330  STATE/COUNTY-  AZ/PINAL
 DV0330  USGS QUAD   -  MARICOPA (1978)
 DV0330
 DV0330                         *CURRENT SURVEY CONTROL
 DV0330  ___________________________________________________________________
 DV0330* NAD 83(1986)-  33 04 31.     (N)    112 05 21.     (W)     SCALED    
 DV0330* NAVD 88     -       350.487  (meters)    1149.89   (feet)  ADJUSTED  
 DV0330  ___________________________________________________________________
 DV0330  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0330  DYNAMIC HT  -         350.065 (meters)    1148.50  (feet)  COMP
 DV0330  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 DV0330  OBS GRAVITY -     979,421.8   (mgal)                       GRAV_OBS
 DV0330
 DV0330  VERT ORDER  -  FIRST     CLASS II
 DV0330
 DV0330.The horizontal coordinates were scaled from a topographic map and have
 DV0330.an estimated accuracy of +/- 6 seconds.
 DV0330
 DV0330.The orthometric height was determined by differential leveling
 DV0330.and adjusted in June 1991.
 DV0330
 DV0330.The geoid height was determined by GEOID03.
 DV0330
 DV0330.The dynamic height is computed by dividing the NAVD 88
 DV0330.geopotential number by the normal gravity value computed on the
 DV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0330.degrees latitude (g = 980.6199 gals.).
 DV0330
 DV0330.The modeled gravity was interpolated from observed gravity values.
 DV0330.The observed gravity was obtained from relative gravimeter ties
 DV0330.to the IGSN71 gravity network.
 DV0330
 DV0330;                    North         East    Units  Estimated Accuracy
 DV0330;SPC AZ C     -   230,110.      197,260.      MT  (+/- 180 meters Scaled)
 DV0330
 DV0330                          SUPERSEDED SURVEY CONTROL
 DV0330
 DV0330  NGVD 29 (??/??/92)  350.207  (m)         1148.97   (f) ADJ UNCH    1 2
 DV0330
 DV0330.Superseded values are not recommended for survey control.
 DV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0330.See file dsdata.txt to determine how the superseded data were derived.
 DV0330
 DV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB983601(NAD 83)
 DV0330_MARKER: DB = BENCH MARK DISK
 DV0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0330_SP_SET: ABUTMENT
 DV0330_STAMPING: B 274 1948
 DV0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0330+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0330
 DV0330  HISTORY     - Date     Condition        Report By
 DV0330  HISTORY     - 1948     MONUMENTED       CGS
 DV0330  HISTORY     - 1967     GOOD             NGS
 DV0330  HISTORY     - 1978     GOOD             LOCENG
 DV0330  HISTORY     - 1980     GOOD             NGS
 DV0330  HISTORY     - 1980     GOOD             NGS
 DV0330  HISTORY     - 20070321 GOOD             GEOCAC
 DV0330
 DV0330                          STATION DESCRIPTION
 DV0330
 DV0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0330'2.85 MI W FROM MARICOPA.
 DV0330'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0330'MARICOPA, THENCE 2.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0330'IN S 18, T 4 S, R 3 S, 1 1/2 POLES EAST OF MILEPOST 895, 5 1/2 FEET
 DV0330'NORTH OF THE NORTH RAIL OF THE TRACK, 55 FEET SOUTHEAST OF THE 1ST
 DV0330'TELEPHONE POLE EAST OF MILEPOST 895, SET IN THE TOP OF THE NORTH END
 DV0330'OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 895.04, AND
 DV0330'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 DV0330
 DV0330                          STATION RECOVERY (1978)
 DV0330
 DV0330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 DV0330'RECOVERED IN GOOD CONDITION.
 DV0330
 DV0330                          STATION RECOVERY (1980)
 DV0330
 DV0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0330'RECOVERED IN GOOD CONDITION.
 DV0330
 DV0330                          STATION RECOVERY (1980)
 DV0330
 DV0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0330'RECOVERED IN GOOD CONDITION.
 DV0330
 DV0330                          STATION RECOVERY (2007)
 DV0330
 DV0330'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0330'RECOVERED AS DESCRIBED, IN GOOD (BUT UNUSABLE) CONDITION. THE BRIDGE
 DV0330'HAS BEEN UPDATED WITH A PRECAST SPAN, AND ALTHOUGH THE MARK IS
 DV0330'UNTOUCHED, THERE IS ABOUT TWO FEET OF CONCRETE OVER IT.
 DV0330'THERE IS ABOUT A TWO INCH GAP BETWEEN THE MARK AND THE NEW CONCRETE,
 DV0330'AND THE MARK CAN BE CLEARLY SEEN FROM THE SIDE. IT WOULD BE DIFFICULT
 DV0330'TO CENTER ANY EQUIPMENT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0961 ***********************************************************************
 CZ0961  DESIGNATION -  B 275
 CZ0961  PID         -  CZ0961
 CZ0961  STATE/COUNTY-  AZ/PINAL
 CZ0961  USGS QUAD   -  STANFIELD (1992)
 CZ0961
 CZ0961                         *CURRENT SURVEY CONTROL
 CZ0961  ___________________________________________________________________
 CZ0961* NAD 83(1986)-  32 59 46.     (N)    111 57 02.     (W)     SCALED    
 CZ0961* NAVD 88     -       377.810  (meters)    1239.53   (feet)  ADJUSTED  
 CZ0961  ___________________________________________________________________
 CZ0961  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ0961  DYNAMIC HT  -         377.355 (meters)    1238.04  (feet)  COMP
 CZ0961  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 CZ0961  OBS GRAVITY -     979,422.5   (mgal)                       GRAV_OBS
 CZ0961
 CZ0961  VERT ORDER  -  FIRST     CLASS II
 CZ0961
 CZ0961.The horizontal coordinates were scaled from a topographic map and have
 CZ0961.an estimated accuracy of +/- 6 seconds.
 CZ0961
 CZ0961.The orthometric height was determined by differential leveling
 CZ0961.and adjusted in June 1991.
 CZ0961
 CZ0961.The geoid height was determined by GEOID03.
 CZ0961
 CZ0961.The dynamic height is computed by dividing the NAVD 88
 CZ0961.geopotential number by the normal gravity value computed on the
 CZ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0961.degrees latitude (g = 980.6199 gals.).
 CZ0961
 CZ0961.The modeled gravity was interpolated from observed gravity values.
 CZ0961.The observed gravity was obtained from relative gravimeter ties
 CZ0961.to the IGSN71 gravity network.
 CZ0961
 CZ0961;                    North         East    Units  Estimated Accuracy
 CZ0961;SPC AZ C     -   221,320.      210,190.      MT  (+/- 180 meters Scaled)
 CZ0961
 CZ0961                          SUPERSEDED SURVEY CONTROL
 CZ0961
 CZ0961  NGVD 29 (??/??/92)  377.596  (m)         1238.83   (f) ADJ UNCH    1 2
 CZ0961
 CZ0961.Superseded values are not recommended for survey control.
 CZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0961.See file dsdata.txt to determine how the superseded data were derived.
 CZ0961
 CZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111512(NAD 83)
 CZ0961_MARKER: DB = BENCH MARK DISK
 CZ0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0961_SP_SET: BRIDGE
 CZ0961_STAMPING: B 275 1948
 CZ0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0961
 CZ0961  HISTORY     - Date     Condition        Report By
 CZ0961  HISTORY     - 1948     MONUMENTED       CGS
 CZ0961  HISTORY     - 1967     GOOD             NGS
 CZ0961  HISTORY     - 1980     GOOD             NGS
 CZ0961  HISTORY     - 1980     GOOD             NGS
 CZ0961  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ0961
 CZ0961                          STATION DESCRIPTION
 CZ0961
 CZ0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0961'7.2 MI SE FROM MARICOPA.
 CZ0961'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0961'MARICOPA, THENCE 7.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0961'RAILROAD, IN S 16, T 5 S, R 4 E, 6 1/2 POLES NORTHWEST OF MILEPOST
 CZ0961'905, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN
 CZ0961'THE BOTTOM OF AN 8 BY 9-INCH HOLE, WHICH IS 1.3 FEET IN DEPTH, IN THE
 CZ0961'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF RAILROAD BRIDGE
 CZ0961'NUMBER 934.79, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 CZ0961
 CZ0961                          STATION RECOVERY (1980)
 CZ0961
 CZ0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0961'RECOVERED IN GOOD CONDITION.
 CZ0961
 CZ0961                          STATION RECOVERY (1980)
 CZ0961
 CZ0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0961'RECOVERED IN GOOD CONDITION.
 CZ0961
 CZ0961                          STATION RECOVERY (2006)
 CZ0961
 CZ0961'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0961'BALLAST HAS BEEN ADDED TO THE TOP OF THE BRIDGE, AND THE HOLE HAS BEEN
 CZ0961'FILLED. THE MARK IS LIKELY STILL PRESENT, BUT WILL REQUIRE SPECIAL
 CZ0961'EFFORT FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0832 ***********************************************************************
 DU0832  DESIGNATION -  B 276
 DU0832  PID         -  DU0832
 DU0832  STATE/COUNTY-  AZ/PINAL
 DU0832  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0832
 DU0832                         *CURRENT SURVEY CONTROL
 DU0832  ___________________________________________________________________
 DU0832* NAD 83(1986)-  33 05 10.     (N)    111 45 52.     (W)     SCALED    
 DU0832* NAVD 88     -       387.23   (+/-2cm)    1270.4    (feet)  VERTCON   
 DU0832  ___________________________________________________________________
 DU0832  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0832
 DU0832.The horizontal coordinates were scaled from a topographic map and have
 DU0832.an estimated accuracy of +/- 6 seconds.
 DU0832
 DU0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0832.The vertical order pertains to the NGVD 29 superseded value.
 DU0832
 DU0832.The geoid height was determined by GEOID03.
 DU0832
 DU0832;                    North         East    Units  Estimated Accuracy
 DU0832;SPC AZ C     -   231,310.      227,570.      MT  (+/- 180 meters Scaled)
 DU0832
 DU0832                          SUPERSEDED SURVEY CONTROL
 DU0832
 DU0832  NGVD 29 (??/??/92)  386.746  (m)         1268.85   (f) ADJ UNCH    2 0
 DU0832
 DU0832.Superseded values are not recommended for survey control.
 DU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0832.See file dsdata.txt to determine how the superseded data were derived.
 DU0832
 DU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB286610(NAD 83)
 DU0832_MARKER: DB = BENCH MARK DISK
 DU0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0832_SP_SET: FLOOD DITCH
 DU0832_STAMPING: B 276 1948
 DU0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0832
 DU0832  HISTORY     - Date     Condition        Report By
 DU0832  HISTORY     - 1948     MONUMENTED       CGS
 DU0832  HISTORY     - 1959     GOOD             NGS
 DU0832  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0832
 DU0832                          STATION DESCRIPTION
 DU0832
 DU0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0832'1.1 MI NW FROM SACATON.
 DU0832'1.1 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0832'JUAN MEMORIAL AT SACATON, 70.4 FEET NORTHEAST OF THE CENTER LINE OF
 DU0832'THE ROAD, 58.0 FEET NORTHWEST OF THE CENTER LINE OF A FLOOD CONTROL
 DU0832'DITCH, 17.1 FEET WEST OF A POWER LINE POLE, 2.0 FEET ABOVE THE LEVEL
 DU0832'OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE CONCRETE HEADWALL
 DU0832'AT THE SOUTHWEST END OF A FLOOD CONTROL DITCH.
 DU0832
 DU0832                          STATION RECOVERY (1959)
 DU0832
 DU0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0832'RECOVERED IN GOOD CONDITION.
 DU0832
 DU0832                          STATION RECOVERY (2006)
 DU0832
 DU0832'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0732 ***********************************************************************
 DU0732  DESIGNATION -  B 277
 DU0732  PID         -  DU0732
 DU0732  STATE/COUNTY-  AZ/MARICOPA
 DU0732  USGS QUAD   -  CHANDLER (1981)
 DU0732
 DU0732                         *CURRENT SURVEY CONTROL
 DU0732  ___________________________________________________________________
 DU0732* NAD 83(1986)-  33 16 06.     (N)    111 48 25.     (W)     SCALED    
 DU0732* NAVD 88     -       377.29   (+/-2cm)    1237.8    (feet)  VERTCON   
 DU0732  ___________________________________________________________________
 DU0732  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0732
 DU0732.This mark is at Chandler Municipal Airport (CHD)
 DU0732
 DU0732.The horizontal coordinates were scaled from a topographic map and have
 DU0732.an estimated accuracy of +/- 6 seconds.
 DU0732
 DU0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0732.The vertical order pertains to the NGVD 29 superseded value.
 DU0732
 DU0732.The geoid height was determined by GEOID03.
 DU0732
 DU0732;                    North         East    Units  Estimated Accuracy
 DU0732;SPC AZ C     -   251,510.      223,580.      MT  (+/- 180 meters Scaled)
 DU0732
 DU0732                          SUPERSEDED SURVEY CONTROL
 DU0732
 DU0732  NGVD 29 (??/??/92)  376.775  (m)         1236.14   (f) ADJ UNCH    2 0
 DU0732
 DU0732.Superseded values are not recommended for survey control.
 DU0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0732.See file dsdata.txt to determine how the superseded data were derived.
 DU0732
 DU0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB248813(NAD 83)
 DU0732_MARKER: DB = BENCH MARK DISK
 DU0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0732_STAMPING: B 277 1948
 DU0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0732+STABILITY: SURFACE MOTION
 DU0732
 DU0732  HISTORY     - Date     Condition        Report By
 DU0732  HISTORY     - 1948     MONUMENTED       CGS
 DU0732  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0732  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0732
 DU0732                          STATION DESCRIPTION
 DU0732
 DU0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0732'6.0 MI SE FROM CHANDLER.
 DU0732'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0732'STATION AT CHANDLER, THENCE 1.7 MILES EAST, THENCE 0.5 MILE SOUTH TO
 DU0732'THE CHANDLER MUNICIPAL AIRPORT 15.1 FEET EAST OF THE NORTHEAST CORNER
 DU0732'OF THE LAZY 8 FLYING SCHOOL BUILDING, 0.3 FOOT EAST OF A 3 1/2 INCH
 DU0732'IRON PIPE SUPPORT FOR THE TRACK FROM THE SLIDING DOORS, ABOUT LEVEL
 DU0732'WITH THE GROUND, SET IN THE TOP OF THE CONCRETE POST AT THE BASE OF
 DU0732'THE SUPPORT FOR THE TRACK.
 DU0732
 DU0732                          STATION RECOVERY (1979)
 DU0732
 DU0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0732'THE LAZY 8 FLYING SCHOOL BUILDING IS NOW OCCUPIED BY K AND K AERIAL
 DU0732'APPLICATOR. THE AREA EAST OF THE BUILDING IS AN UNPAVED AUTOMOBILE
 DU0732'PARKING LOT. THE 3 1/2 INCH IRON PIPE SUPPORT FOR THE TRACK FOR THE
 DU0732'SLIDING DOORS HAS BEEN REMOVED.
 DU0732
 DU0732                          STATION RECOVERY (2006)
 DU0732
 DU0732'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0732'DID NOT FIND THE MARK. ALL OF THE BUILDINGS IN THE AREA HAVE BEEN
 DU0732'REMOVED. THE ONLY PIPE SUPPORT FOR A TRACK SLIDE IN THE AREA WAS ON A
 DU0732'FENCE FOR THE AIRPORT, AND THERE WAS NO EVIDENCE OF THE MARK IN THE
 DU0732'CONCRETE AT THE BASE OF THE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0696 ***********************************************************************
 ET0696  DESIGNATION -  B 280
 ET0696  PID         -  ET0696
 ET0696  STATE/COUNTY-  AZ/LA PAZ
 ET0696  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0696
 ET0696                         *CURRENT SURVEY CONTROL
 ET0696  ___________________________________________________________________
 ET0696* NAD 83(1986)-  34 15 12.     (N)    113 57 51.     (W)     SCALED    
 ET0696* NAVD 88     -       178.32   (+/-2cm)     585.0    (feet)  VERTCON   
 ET0696  ___________________________________________________________________
 ET0696  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ET0696  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0696
 ET0696.The horizontal coordinates were scaled from a topographic map and have
 ET0696.an estimated accuracy of +/- 6 seconds.
 ET0696
 ET0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0696.The vertical order pertains to the NGVD 29 superseded value.
 ET0696
 ET0696.The geoid height was determined by GEOID03.
 ET0696
 ET0696;                    North         East    Units  Estimated Accuracy
 ET0696;SPC AZ W     -   360,790.      193,630.      MT  (+/- 180 meters Scaled)
 ET0696
 ET0696                          SUPERSEDED SURVEY CONTROL
 ET0696
 ET0696  NGVD 29 (??/??/92)  177.713  (m)          583.05   (f) ADJ UNCH    1 2
 ET0696
 ET0696.Superseded values are not recommended for survey control.
 ET0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0696.See file dsdata.txt to determine how the superseded data were derived.
 ET0696
 ET0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC270942(NAD 83)
 ET0696_MARKER: DB = BENCH MARK DISK
 ET0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0696_STAMPING: B 280 1948
 ET0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0696+STABILITY: SURFACE MOTION
 ET0696
 ET0696  HISTORY     - Date     Condition        Report By
 ET0696  HISTORY     - 1948     MONUMENTED       CGS
 ET0696  HISTORY     - 1965     MARK NOT FOUND   USGS
 ET0696
 ET0696                          STATION DESCRIPTION
 ET0696
 ET0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0696'28.5 MI N FROM BOUSE.
 ET0696'28.5 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0696'BOUSE, IN A GROVE OF COTTONWOOD TREES, ON THE SOUTH BANK OF WILLIAMS
 ET0696'RIVER, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE JUNCTION OF THE
 ET0696'BOUSE-PLANET ROAD AND THE YUCCA-PARKER ROAD, 45 FEET EAST OF THE
 ET0696'CENTER LINE OF THE YUCCA-PARKER ROAD, 28 FEET SOUTH OF THE CENTER LINE
 ET0696'OF THE BOUSE-PLANET ROAD, 2.3 FEET EAST OF A WHITE WOODEN WITNESS
 ET0696'POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE BOUSE-PLANET ROAD. SET
 ET0696'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ET0696
 ET0696                          STATION RECOVERY (1965)
 ET0696
 ET0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ET0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1225 ***********************************************************************
 DV1225  DESIGNATION -  B 281
 DV1225  PID         -  DV1225
 DV1225  STATE/COUNTY-  AZ/LA PAZ
 DV1225  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1225
 DV1225                         *CURRENT SURVEY CONTROL
 DV1225  ___________________________________________________________________
 DV1225* NAD 83(1986)-  33 58 24.     (N)    114 00 00.     (W)     SCALED    
 DV1225* NAVD 88     -       304.46   (+/-2cm)     998.9    (feet)  VERTCON   
 DV1225  ___________________________________________________________________
 DV1225  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DV1225  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1225
 DV1225.The horizontal coordinates were scaled from a topographic map and have
 DV1225.an estimated accuracy of +/- 6 seconds.
 DV1225
 DV1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1225.The vertical order pertains to the NGVD 29 superseded value.
 DV1225
 DV1225.The geoid height was determined by GEOID03.
 DV1225
 DV1225;                    North         East    Units  Estimated Accuracy
 DV1225;SPC AZ W     -   329,740.      190,260.      MT  (+/- 180 meters Scaled)
 DV1225
 DV1225                          SUPERSEDED SURVEY CONTROL
 DV1225
 DV1225  NGVD 29 (??/??/92)  303.838  (m)          996.84   (f) ADJ UNCH    1 2
 DV1225
 DV1225.Superseded values are not recommended for survey control.
 DV1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1225.See file dsdata.txt to determine how the superseded data were derived.
 DV1225
 DV1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT771632(NAD 83)
 DV1225_MARKER: DB = BENCH MARK DISK
 DV1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1225_STAMPING: B 281 1948
 DV1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1225+STABILITY: SURFACE MOTION
 DV1225
 DV1225  HISTORY     - Date     Condition        Report By
 DV1225  HISTORY     - 1948     MONUMENTED       CGS
 DV1225
 DV1225                          STATION DESCRIPTION
 DV1225
 DV1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1225'3.3 MI NE FROM BOUSE.
 DV1225'3.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DV1225'AT BOUSE, 77 FEET SOUTHEAST OF THE CENTER LINE OF A DRY WASH, 32 FEET
 DV1225'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTH OF A WHITE
 DV1225'WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.
 DV1225'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0690 ***********************************************************************
 ET0690  DESIGNATION -  B 286
 ET0690  PID         -  ET0690
 ET0690  STATE/COUNTY-  AZ/MOHAVE
 ET0690  USGS QUAD   -  SIGNAL (1990)
 ET0690
 ET0690                         *CURRENT SURVEY CONTROL
 ET0690  ___________________________________________________________________
 ET0690* NAD 83(1986)-  34 27 32.     (N)    113 42 45.     (W)     SCALED    
 ET0690* NAVD 88     -       654.231  (meters)    2146.42   (feet)  POSTED    
 ET0690  ___________________________________________________________________
 ET0690  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 ET0690  DYNAMIC HT  -         653.470 (meters)    2143.93  (feet)  COMP
 ET0690  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 ET0690
 ET0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0690
 ET0690.The horizontal coordinates were scaled from a topographic map and have
 ET0690.an estimated accuracy of +/- 6 seconds.
 ET0690
 ET0690.The orthometric height was determined by differential leveling
 ET0690.and adjusted in November 2005.
 ET0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0690.rate of 0.0 thru 1.0 mm/km.
 ET0690
 ET0690.The geoid height was determined by GEOID03.
 ET0690
 ET0690.The dynamic height is computed by dividing the NAVD 88
 ET0690.geopotential number by the normal gravity value computed on the
 ET0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0690.degrees latitude (g = 980.6199 gals.).
 ET0690
 ET0690.The modeled gravity was interpolated from observed gravity values.
 ET0690
 ET0690;                    North         East    Units  Estimated Accuracy
 ET0690;SPC AZ W     -   383,570.      216,810.      MT  (+/- 180 meters Scaled)
 ET0690
 ET0690                          SUPERSEDED SURVEY CONTROL
 ET0690
 ET0690  NGVD 29 (??/??/92)  653.514  (m)         2144.07   (f) ADJ UNCH    1 2
 ET0690
 ET0690.Superseded values are not recommended for survey control.
 ET0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0690.See file dsdata.txt to determine how the superseded data were derived.
 ET0690
 ET0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD508163(NAD 83)
 ET0690_MARKER: DB = BENCH MARK DISK
 ET0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0690_STAMPING: B 286 1950
 ET0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0690+STABILITY: SURFACE MOTION
 ET0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0690+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0690
 ET0690  HISTORY     - Date     Condition        Report By
 ET0690  HISTORY     - 1950     MONUMENTED       CGS
 ET0690  HISTORY     - 20010122 GOOD             AZ-015
 ET0690
 ET0690                          STATION DESCRIPTION
 ET0690
 ET0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0690'5.1 MI SW FROM SIGNAL.
 ET0690'5.1 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0690'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 41.4 MILES SOUTHEAST OF
 ET0690'YUCCA, 0.5 MILE NORTHEAST OF B. M. W 285, AT THE INTERSECTION OF A
 ET0690'COUNTY GRADED ROAD, 108 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ET0690'COUNTY ROAD, 37 1/2 NORTH OF THE CENTER LINE OF THE RUPLEY WASH ROAD,
 ET0690'3.9 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE RUPLEY WASH
 ET0690'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0690
 ET0690                          STATION RECOVERY (2001)
 ET0690
 ET0690'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0736 ***********************************************************************
 ET0736  DESIGNATION -  B 287
 ET0736  PID         -  ET0736
 ET0736  STATE/COUNTY-  AZ/MOHAVE
 ET0736  USGS QUAD   -  WIKIEUP (1967)
 ET0736
 ET0736                         *CURRENT SURVEY CONTROL
 ET0736  ___________________________________________________________________
 ET0736* NAD 83(1986)-  34 37 37.     (N)    113 32 17.     (W)     SCALED    
 ET0736* NAVD 88     -       608.265  (meters)    1995.62   (feet)  POSTED    
 ET0736  ___________________________________________________________________
 ET0736  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 ET0736  DYNAMIC HT  -         607.560 (meters)    1993.30  (feet)  COMP
 ET0736  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 ET0736
 ET0736  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0736
 ET0736.The horizontal coordinates were scaled from a topographic map and have
 ET0736.an estimated accuracy of +/- 6 seconds.
 ET0736
 ET0736.The orthometric height was determined by differential leveling
 ET0736.and adjusted in November 2005.
 ET0736.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0736.rate of 0.0 thru 1.0 mm/km.
 ET0736
 ET0736.The geoid height was determined by GEOID03.
 ET0736
 ET0736.The dynamic height is computed by dividing the NAVD 88
 ET0736.geopotential number by the normal gravity value computed on the
 ET0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0736.degrees latitude (g = 980.6199 gals.).
 ET0736
 ET0736.The modeled gravity was interpolated from observed gravity values.
 ET0736
 ET0736;                    North         East    Units  Estimated Accuracy
 ET0736;SPC AZ W     -   402,230.      232,790.      MT  (+/- 180 meters Scaled)
 ET0736
 ET0736                          SUPERSEDED SURVEY CONTROL
 ET0736
 ET0736  NGVD 29 (??/??/92)  607.556  (m)         1993.29   (f) ADJ UNCH    1 2
 ET0736
 ET0736.Superseded values are not recommended for survey control.
 ET0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0736.See file dsdata.txt to determine how the superseded data were derived.
 ET0736
 ET0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD673346(NAD 83)
 ET0736_MARKER: DB = BENCH MARK DISK
 ET0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0736_STAMPING: B 287 1950
 ET0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0736+STABILITY: SURFACE MOTION
 ET0736
 ET0736  HISTORY     - Date     Condition        Report By
 ET0736  HISTORY     - 1950     MONUMENTED       CGS
 ET0736
 ET0736                          STATION DESCRIPTION
 ET0736
 ET0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0736'7.2 MI S FROM WIKIEUP.
 ET0736'7.2 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0736'WIKIEUP, AT THE JUNCTION OF A COUNTY DIRT ROAD LEADING SOUTH TO
 ET0736'SIGNAL, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 46 1/2 FEET
 ET0736'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHWEST OF THE
 ET0736'TOP OF THE NORTHWEST BANK OF A WIDE DRY WASH, 2.1 FEET SOUTHEAST OF A
 ET0736'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 ET0736'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0470 ***********************************************************************
 ET0470  DESIGNATION -  B 288
 ET0470  PID         -  ET0470
 ET0470  STATE/COUNTY-  AZ/YAVAPAI
 ET0470  USGS QUAD   -  IRON SPRINGS (1979)
 ET0470
 ET0470                         *CURRENT SURVEY CONTROL
 ET0470  ___________________________________________________________________
 ET0470* NAD 83(1986)-  34 34 11.     (N)    112 30 57.     (W)     SCALED    
 ET0470* NAVD 88     -      1685.036  (meters)    5528.32   (feet)  POSTED    
 ET0470  ___________________________________________________________________
 ET0470  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 ET0470  DYNAMIC HT  -        1682.720 (meters)    5520.72  (feet)  COMP
 ET0470  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 ET0470
 ET0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0470
 ET0470.The horizontal coordinates were scaled from a topographic map and have
 ET0470.an estimated accuracy of +/- 6 seconds.
 ET0470
 ET0470.The orthometric height was determined by differential leveling
 ET0470.and adjusted in November 2005.
 ET0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0470.rate of 0.0 thru 1.0 mm/km.
 ET0470
 ET0470.The geoid height was determined by GEOID03.
 ET0470
 ET0470.The dynamic height is computed by dividing the NAVD 88
 ET0470.geopotential number by the normal gravity value computed on the
 ET0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0470.degrees latitude (g = 980.6199 gals.).
 ET0470
 ET0470.The modeled gravity was interpolated from observed gravity values.
 ET0470
 ET0470;                    North         East    Units  Estimated Accuracy
 ET0470;SPC AZ C     -   396,010.      158,380.      MT  (+/- 180 meters Scaled)
 ET0470
 ET0470                          SUPERSEDED SURVEY CONTROL
 ET0470
 ET0470  NGVD 29 (??/??/92) 1684.172  (m)         5525.49   (f) ADJ UNCH    1 2
 ET0470
 ET0470.Superseded values are not recommended for survey control.
 ET0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0470.See file dsdata.txt to determine how the superseded data were derived.
 ET0470
 ET0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD609263(NAD 83)
 ET0470_MARKER: DB = BENCH MARK DISK
 ET0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0470_SP_SET: CULVERT
 ET0470_STAMPING: B 288 1950
 ET0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0470
 ET0470  HISTORY     - Date     Condition        Report By
 ET0470  HISTORY     - 1950     MONUMENTED       CGS
 ET0470  HISTORY     - 1974     GOOD             USGS
 ET0470  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0470  HISTORY     - 20030608 GOOD             NGS
 ET0470
 ET0470                          STATION DESCRIPTION
 ET0470
 ET0470'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0470'3.7 MI NW FROM PRESCOTT.
 ET0470'3.7 MILES NORTHWEST ALONG THE DISMANTLED ATCHINSON, TOPEKA AND SANTA
 ET0470'FE RAILWAY FROM THE STATION AT PRESCOTT.  140 FEET WEST OF A SHORT
 ET0470'ROCKY CUT, AT THE WEST END OF THE NOTH HEADWALL OF A 3X4 FT CONCRETE
 ET0470'BOX CULVERT. 21 FT. NORTH OF CENTERLINE OF RR GRADE, AND 5.5 FEET
 ET0470'BELOW GRADE.   NOTE-- MONEL-METAL RIVET IS AT SAME CULVERT, ON TOP OF
 ET0470'SOUTH HEADWALL, MONEL RIVET 197.
 ET0470
 ET0470                          STATION RECOVERY (1997)
 ET0470
 ET0470'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0470'MARK NOT FOUND.
 ET0470
 ET0470                          STATION RECOVERY (2003)
 ET0470
 ET0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0470'OLD RR GRADE IS NOW A DIRT ROAD WHICH IS WESTWARD EXTENSION OF
 ET0470'HORSESHOE TRAIL IN CAMP YAVAPINES.  CULVERT COVERS WITH DIRT EASILY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0600 ***********************************************************************
 ET0600  DESIGNATION -  B 289
 ET0600  PID         -  ET0600
 ET0600  STATE/COUNTY-  AZ/YAVAPAI
 ET0600  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0600
 ET0600                         *CURRENT SURVEY CONTROL
 ET0600  ___________________________________________________________________
 ET0600* NAD 83(1986)-  34 32 17.     (N)    113 19 55.     (W)     SCALED    
 ET0600* NAVD 88     -       887.304  (meters)    2911.10   (feet)  POSTED    
 ET0600  ___________________________________________________________________
 ET0600  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0600  DYNAMIC HT  -         886.220 (meters)    2907.54  (feet)  COMP
 ET0600  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 ET0600
 ET0600  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0600
 ET0600.The horizontal coordinates were scaled from a topographic map and have
 ET0600.an estimated accuracy of +/- 6 seconds.
 ET0600
 ET0600.The orthometric height was determined by differential leveling
 ET0600.and adjusted in November 2005.
 ET0600.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0600.rate of 2.1 thru 3.0 mm/km.
 ET0600
 ET0600.The geoid height was determined by GEOID03.
 ET0600
 ET0600.The dynamic height is computed by dividing the NAVD 88
 ET0600.geopotential number by the normal gravity value computed on the
 ET0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0600.degrees latitude (g = 980.6199 gals.).
 ET0600
 ET0600.The modeled gravity was interpolated from observed gravity values.
 ET0600
 ET0600;                    North         East    Units  Estimated Accuracy
 ET0600;SPC AZ C     -   393,240.       83,450.      MT  (+/- 180 meters Scaled)
 ET0600
 ET0600                          SUPERSEDED SURVEY CONTROL
 ET0600
 ET0600  NGVD 29 (??/??/92)  886.575  (m)         2908.70   (f) ADJ UNCH    1 2
 ET0600
 ET0600.Superseded values are not recommended for survey control.
 ET0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0600.See file dsdata.txt to determine how the superseded data were derived.
 ET0600
 ET0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD859242(NAD 83)
 ET0600_MARKER: DB = BENCH MARK DISK
 ET0600_SETTING: 80 = SET IN A BOULDER
 ET0600_SP_SET: GRANITE BOULDER
 ET0600_STAMPING: B 289 1950
 ET0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0600+STABILITY: SURFACE MOTION
 ET0600
 ET0600  HISTORY     - Date     Condition        Report By
 ET0600  HISTORY     - 1950     MONUMENTED       CGS
 ET0600
 ET0600                          STATION DESCRIPTION
 ET0600
 ET0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0600'25.1 MI W FROM BAGDAD.
 ET0600'6.8  MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST
 ET0600'OFFICE AT BAGDAD, THENCE 18.3 MILES WEST ALONG A COUNTY DIRT ROAD, 0.2
 ET0600'MILE NORTH OF THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 0.1 MILE
 ET0600'SOUTH OF THE JUNCTION OF A TRACK ROAD LEADING EAST, ABOUT MIDWAY
 ET0600'BETWEEN THE SUMMITS OF TWO GRADES, IN THE TOP OF THE LARGEST AND THE
 ET0600'MOST EASTERLY ONE OF A GROUP OF GRANITE BOULDERS, 79 FEET WEST OF THE
 ET0600'CENTER LINE OF THE ROAD, ABOUT 38 FEET NORTH OF THE APPROXIMATE CENTER
 ET0600'OF A DRY WASH, 3 1/2 FEET SOUTHWEST OF THE TOP OF A SMALL YUCCA TREE,
 ET0600'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0600'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0284 ***********************************************************************
 ES0284  DESIGNATION -  B 29
 ES0284  PID         -  ES0284
 ES0284  STATE/COUNTY-  AZ/GILA
 ES0284  USGS QUAD   -  PAYSON NORTH (1973)
 ES0284
 ES0284                         *CURRENT SURVEY CONTROL
 ES0284  ___________________________________________________________________
 ES0284* NAD 83(1986)-  34 15 08.     (N)    111 19 38.     (W)     SCALED    
 ES0284* NAVD 88     -      1514.144  (meters)    4967.65   (feet)  ADJUSTED  
 ES0284  ___________________________________________________________________
 ES0284  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ES0284  DYNAMIC HT  -        1512.049 (meters)    4960.78  (feet)  COMP
 ES0284  MODELED GRAV-     979,198.5   (mgal)                       NAVD 88
 ES0284  OBS GRAVITY -     979,200.9   (mgal)                       GRAV_OBS
 ES0284
 ES0284  VERT ORDER  -  FIRST     CLASS II
 ES0284
 ES0284.The horizontal coordinates were scaled from a topographic map and have
 ES0284.an estimated accuracy of +/- 6 seconds.
 ES0284
 ES0284.The orthometric height was determined by differential leveling
 ES0284.and adjusted in June 1991.
 ES0284.WARNING-Repeat measurements at this control monument indicate possible
 ES0284.vertical movement.
 ES0284
 ES0284.The geoid height was determined by GEOID03.
 ES0284
 ES0284.The dynamic height is computed by dividing the NAVD 88
 ES0284.geopotential number by the normal gravity value computed on the
 ES0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0284.degrees latitude (g = 980.6199 gals.).
 ES0284
 ES0284.The modeled gravity was interpolated from observed gravity values.
 ES0284.The observed gravity was obtained from relative gravimeter ties
 ES0284.to the IGSN71 gravity network.
 ES0284
 ES0284;                    North         East    Units  Estimated Accuracy
 ES0284;SPC AZ E     -   361,240.      106,470.      MT  (+/- 180 meters Scaled)
 ES0284
 ES0284                          SUPERSEDED SURVEY CONTROL
 ES0284
 ES0284.No superseded survey control is available for this station.
 ES0284
 ES0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC698901(NAD 83)
 ES0284_MARKER: DB = BENCH MARK DISK
 ES0284_SETTING: 80 = SET IN A BOULDER
 ES0284_SP_SET: BOULDER
 ES0284_MARK LOGO: CGS   
 ES0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0284+STABILITY: SURFACE MOTION
 ES0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0284+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 ES0284
 ES0284  HISTORY     - Date     Condition        Report By
 ES0284  HISTORY     - UNK      MONUMENTED       CGS
 ES0284  HISTORY     - 1933     GOOD             NGS
 ES0284  HISTORY     - 1973     GOOD             USGS
 ES0284  HISTORY     - 1982     GOOD             NGS
 ES0284  HISTORY     - 20050903 GOOD             USPSQD
 ES0284  HISTORY     - 20070309 GOOD             GEOCAC
 ES0284
 ES0284                          STATION DESCRIPTION
 ES0284
 ES0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0284'1.8 MI NW FROM PAYSON.
 ES0284'AT SIDE OF HIGHWAY, TOP OF KNOLL, 0.2 MILES SOUTH OF RANCH HOUSE, ON
 ES0284'RED VOLCANIC ROCK OUTCROP PAINTED WHITE B.M., TABLET ON TOP OF
 ES0284'BOULDER.
 ES0284
 ES0284                          STATION RECOVERY (1973)
 ES0284
 ES0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ES0284'RECOVERED IN GOOD CONDITION.
 ES0284
 ES0284                          STATION RECOVERY (1982)
 ES0284
 ES0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0284'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0284'2.7 KM (1.7 MI) NORTH ALONG MCLANE ROAD FROM MAIN STREET IN PAYSON,
 ES0284'WHICH IS THE OLD HIGHWAY, IN TOP OF AND ON THE WEST SIDE OF A GRANITE
 ES0284'KNOLL, 0.1 KM (0.05 MI) SOUTH OF A POWER LINE CROSSING, 18.2 METERS
 ES0284'(60 FT) EAST OF THE CENTER OF THE OLD HIGHWAY, 12.8 METERS (42 FT)
 ES0284'NORTH-NORTHEAST OF A FORKED 18-INCH PINE TREE.
 ES0284'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 ES0284'THE MARK IS 1.0 M ABOVE THE OLD HIGHWAY.
 ES0284
 ES0284                          STATION RECOVERY (2005)
 ES0284
 ES0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0284'RECOVERED AS DESCRIBED.
 ES0284
 ES0284                          STATION RECOVERY (2007)
 ES0284
 ES0284'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0284'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0284'THE DESCRIPTION   THE MARK IS LOCATED 2.5 FEET NORTH OF A WITNESS POST
 ES0284'AND 3.5 FEET WEST OF A 4.8 FOOT HIGH BOLDER. HANDHELD COORDINATES
 ES0284' 
 ES0284'34 13 15 08.5 (N)   111 19 38.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0363 ***********************************************************************
 ET0363  DESIGNATION -  B 290
 ET0363  PID         -  ET0363
 ET0363  STATE/COUNTY-  AZ/YAVAPAI
 ET0363  USGS QUAD   -  HILLSIDE (1969)
 ET0363
 ET0363                         *CURRENT SURVEY CONTROL
 ET0363  ___________________________________________________________________
 ET0363* NAD 83(1986)-  34 25 50.     (N)    112 55 10.     (W)     SCALED    
 ET0363* NAVD 88     -      1205.037  (meters)    3953.53   (feet)  POSTED    
 ET0363  ___________________________________________________________________
 ET0363  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 ET0363  DYNAMIC HT  -        1203.510 (meters)    3948.52  (feet)  COMP
 ET0363  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 ET0363
 ET0363  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0363
 ET0363.The horizontal coordinates were scaled from a topographic map and have
 ET0363.an estimated accuracy of +/- 6 seconds.
 ET0363
 ET0363.The orthometric height was determined by differential leveling
 ET0363.and adjusted in November 2005.
 ET0363.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0363.rate of 2.1 thru 3.0 mm/km.
 ET0363
 ET0363.The geoid height was determined by GEOID03.
 ET0363
 ET0363.The dynamic height is computed by dividing the NAVD 88
 ET0363.geopotential number by the normal gravity value computed on the
 ET0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0363.degrees latitude (g = 980.6199 gals.).
 ET0363
 ET0363.The modeled gravity was interpolated from observed gravity values.
 ET0363
 ET0363;                    North         East    Units  Estimated Accuracy
 ET0363;SPC AZ C     -   380,870.      121,200.      MT  (+/- 180 meters Scaled)
 ET0363
 ET0363                          SUPERSEDED SURVEY CONTROL
 ET0363
 ET0363  NGVD 29 (??/??/92) 1204.277  (m)         3951.03   (f) ADJ UNCH    1 2
 ET0363
 ET0363.Superseded values are not recommended for survey control.
 ET0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0363.See file dsdata.txt to determine how the superseded data were derived.
 ET0363
 ET0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD236115(NAD 83)
 ET0363_MARKER: DB = BENCH MARK DISK
 ET0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0363_STAMPING: B 290 1950
 ET0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0363+STABILITY: SURFACE MOTION
 ET0363
 ET0363  HISTORY     - Date     Condition        Report By
 ET0363  HISTORY     - 1950     MONUMENTED       CGS
 ET0363
 ET0363                          STATION DESCRIPTION
 ET0363
 ET0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0363'1.1 MI NW FROM HILLSIDE.
 ET0363'1.1 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0363'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 95 FEET SOUTHWEST OF
 ET0363'THE CENTER LINE OF THE HIGHWAY, 38.2 FEET NORTHWEST OF A FENCE CORNER
 ET0363'POST, 34.8 FEET WEST OF AN OLD TELEPHONE POLE DIRECTLY IN LINE WITH AN
 ET0363'OLD ABANDONED TELEPHONE LINE, 2.0 FEET NORTHEAST OF A WITNESS POST,
 ET0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0363'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0736 ***********************************************************************
 CZ0736  DESIGNATION -  B 291
 CZ0736  PID         -  CZ0736
 CZ0736  STATE/COUNTY-  AZ/PIMA
 CZ0736  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0736
 CZ0736                         *CURRENT SURVEY CONTROL
 CZ0736  ___________________________________________________________________
 CZ0736* NAD 83(1986)-  32 11 37.     (N)    111 06 19.     (W)     SCALED    
 CZ0736* NAVD 88     -       803.69   (+/-2cm)    2636.8    (feet)  VERTCON   
 CZ0736  ___________________________________________________________________
 CZ0736  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CZ0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0736
 CZ0736.The horizontal coordinates were scaled from a topographic map and have
 CZ0736.an estimated accuracy of +/- 6 seconds.
 CZ0736
 CZ0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0736.The vertical order pertains to the NGVD 29 superseded value.
 CZ0736
 CZ0736.The geoid height was determined by GEOID03.
 CZ0736
 CZ0736;                    North         East    Units  Estimated Accuracy
 CZ0736;SPC AZ C     -   132,620.      289,860.      MT  (+/- 180 meters Scaled)
 CZ0736
 CZ0736                          SUPERSEDED SURVEY CONTROL
 CZ0736
 CZ0736  NGVD 29 (??/??/92)  802.995  (m)         2634.49   (f) ADJ UNCH    2 0
 CZ0736
 CZ0736.Superseded values are not recommended for survey control.
 CZ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0736.See file dsdata.txt to determine how the superseded data were derived.
 CZ0736
 CZ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA900619(NAD 83)
 CZ0736_MARKER: DB = BENCH MARK DISK
 CZ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0736_STAMPING: B 291 1951
 CZ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0736+STABILITY: SURFACE MOTION
 CZ0736
 CZ0736  HISTORY     - Date     Condition        Report By
 CZ0736  HISTORY     - 1951     MONUMENTED       CGS
 CZ0736  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0736  HISTORY     - 20011021 GOOD             INDIV
 CZ0736
 CZ0736                          STATION DESCRIPTION
 CZ0736
 CZ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0736'8.8 MI W FROM TUCSON.
 CZ0736'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0736'HIGHWAY 86 (AJO-TUCSON), THENCE 2.6 MILES NORTHWEST ALONG KINNEY ROAD,
 CZ0736'AT THE SOUTH ENTRANCE TO THE TUCSON MOUNTAIN RECREATIONAL PARK, AT A
 CZ0736'CATTLE GUARD, 36 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CZ0736'28.4 FEET NORTHEAST OF THE NORTHEAST END OF THE CATTLE GUARD, 3.2 FEET
 CZ0736'NORTHEAST OF A WITNESS POST, 1.7 FEET NORTHWEST OF A WIRE FENCE, AND
 CZ0736'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0736'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0736
 CZ0736                          STATION RECOVERY (1995)
 CZ0736
 CZ0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0736'MARK NOT FOUND.
 CZ0736
 CZ0736                          STATION RECOVERY (2001)
 CZ0736
 CZ0736'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0736'WITNESS POST NOT PRESENT.  CATTLEGUARD ON KINNEY RD NO LONGER PRESENT.
 CZ0736'FENCE ENDS 42 FT AT 208 DEG FROM MARKER.  MARKER IS 135 FT AT 124 DEG
 CZ0736'FROM NORTHBOUND ENTRANCE TO SHOOTING RANGE.  MARKER JUST EAST OF
 CZ0736'REMNANTS OF A CONCRETE STRUCTURE.  GPS COORD. MEAS. AS N32 11 37.3,
 CZ0736'W111 06 20.4, ELEV. 2653 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0401 ***********************************************************************
 CZ0401  DESIGNATION -  B 292
 CZ0401  PID         -  CZ0401
 CZ0401  STATE/COUNTY-  AZ/PINAL
 CZ0401  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0401
 CZ0401                         *CURRENT SURVEY CONTROL
 CZ0401  ___________________________________________________________________
 CZ0401* NAD 83(1986)-  32 32 07.     (N)    111 25 55.     (W)     SCALED    
 CZ0401* NAVD 88     -       550.72   (+/-2cm)    1806.8    (feet)  VERTCON   
 CZ0401  ___________________________________________________________________
 CZ0401  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0401
 CZ0401.The horizontal coordinates were scaled from a topographic map and have
 CZ0401.an estimated accuracy of +/- 6 seconds.
 CZ0401
 CZ0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0401.The vertical order pertains to the NGVD 29 superseded value.
 CZ0401
 CZ0401.The geoid height was determined by GEOID03.
 CZ0401
 CZ0401;                    North         East    Units  Estimated Accuracy
 CZ0401;SPC AZ C     -   170,320.      258,890.      MT  (+/- 180 meters Scaled)
 CZ0401
 CZ0401                          SUPERSEDED SURVEY CONTROL
 CZ0401
 CZ0401  NGVD 29 (??/??/92)  550.233  (m)         1805.22   (f) ADJ UNCH    2 0
 CZ0401
 CZ0401.Superseded values are not recommended for survey control.
 CZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0401.See file dsdata.txt to determine how the superseded data were derived.
 CZ0401
 CZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA594998(NAD 83)
 CZ0401_MARKER: DB = BENCH MARK DISK
 CZ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0401_STAMPING: B 292 1951
 CZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0401+STABILITY: SURFACE MOTION
 CZ0401
 CZ0401  HISTORY     - Date     Condition        Report By
 CZ0401  HISTORY     - 1951     MONUMENTED       CGS
 CZ0401  HISTORY     - 1977     GOOD             USGS
 CZ0401
 CZ0401                          STATION DESCRIPTION
 CZ0401
 CZ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0401'7.1 MI W FROM RED ROCK.
 CZ0401'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0401'RAILROAD STATION AT RED ROCK, THENCE 6.9 MILE WEST ALONG A GRADED
 CZ0401'ROAD, ABOUT 0.4 MILE WEST OF A Y JUNCTION OF A GRADED ROAD LEADING
 CZ0401'NORTH TO THE LA OSA RANCH AT A NORTH-SOUTH FENCE LINE, 0.05 MILE SOUTH
 CZ0401'OF AN ABANDONED STONE BUILDING, 54 FEET NORTH OF THE CENTER LINE OF
 CZ0401'THE ROAD, 8.2 FEET NORTH OF THE SOUTH END OF A FENCE, 1.6 FEET EAST OF
 CZ0401'A FENCE, 1.8 FEET SOUTH OF THE WITNESS POST, AND ABOUT 2 FEET LOWER
 CZ0401'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CZ0401'FOOT ABOVE THE GROUND.
 CZ0401
 CZ0401                          STATION RECOVERY (1977)
 CZ0401
 CZ0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0401'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0401'STATION AT RED ROCK, THENCE 6.8 MI SW. ALONG SASCO RD. ABOUT 0.3 MI
 CZ0401'W. OF RD. JCT. TO LA OSA RANCH. 55 FT N. OF RD. FORK S., 8.2 FT N. OF
 CZ0401'SOUTH END OF FENCE, 1.5 FT E. OF FENCE, 1.8 FT S. OF WITNESS POST,
 CZ0401'ABOUT 2 FT LOWER THAN RD. IN CONCRETE POST PROJECTING 0.6 FT. NGS
 CZ0401'DISK STAMPED B 292 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0478 ***********************************************************************
 CZ0478  DESIGNATION -  B 294
 CZ0478  PID         -  CZ0478
 CZ0478  STATE/COUNTY-  AZ/PINAL
 CZ0478  USGS QUAD   -  RED ROCK (1993)
 CZ0478
 CZ0478                         *CURRENT SURVEY CONTROL
 CZ0478  ___________________________________________________________________
 CZ0478* NAD 83(1986)-  32 30 04.     (N)    111 20 18.     (W)     SCALED    
 CZ0478* NAVD 88     -       567.09   (+/-2cm)    1860.5    (feet)  VERTCON   
 CZ0478  ___________________________________________________________________
 CZ0478  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0478
 CZ0478.The horizontal coordinates were scaled from a topographic map and have
 CZ0478.an estimated accuracy of +/- 6 seconds.
 CZ0478
 CZ0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0478.The vertical order pertains to the NGVD 29 superseded value.
 CZ0478
 CZ0478.The geoid height was determined by GEOID03.
 CZ0478
 CZ0478;                    North         East    Units  Estimated Accuracy
 CZ0478;SPC AZ C     -   166,580.      267,700.      MT  (+/- 180 meters Scaled)
 CZ0478
 CZ0478                          SUPERSEDED SURVEY CONTROL
 CZ0478
 CZ0478  NGVD 29 (??/??/92)  566.606  (m)         1858.94   (f) ADJ UNCH    2 0
 CZ0478
 CZ0478.Superseded values are not recommended for survey control.
 CZ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0478.See file dsdata.txt to determine how the superseded data were derived.
 CZ0478
 CZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA682960(NAD 83)
 CZ0478_MARKER: DB = BENCH MARK DISK
 CZ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0478_STAMPING: B 294 1951
 CZ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0478+STABILITY: SURFACE MOTION
 CZ0478
 CZ0478  HISTORY     - Date     Condition        Report By
 CZ0478  HISTORY     - 1951     MONUMENTED       CGS
 CZ0478
 CZ0478                          STATION DESCRIPTION
 CZ0478
 CZ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0478'3.5 MI W FROM MARANA AIR BASE.
 CZ0478'0.1 MILE NORTHEAST ALONG THE STREET FROM THE CONTROL TOWER AT THE
 CZ0478'MARANA AIRPORT TO AN INTERSECTION, THENCE 1.9 MILES NORTHWEST AND WEST
 CZ0478'ALONG THE ROAD LEADING TO THE SEWAGE DISPOSAL PLANT AND A LOCKED GATE
 CZ0478'AT THE SOUTH SIDE OF THE PLANT, THRU THE GATE 0.1 MILE WEST TO A ROAD
 CZ0478'LEADING SOUTH, THENCE 1.45 MILES SOUTH AND WEST ALONG THE ROAD TO A T
 CZ0478'JUNCTION, AT THE T JUNCTION OF A ROAD LEADING EAST AND WEST AND A ROAD
 CZ0478'LEADING SOUTHEAST, 64 1/2 FEET SOUTH OF THE CENTER OF THE T JUNCTION
 CZ0478'OF THE ROADS, 20 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 CZ0478'LEADING SOUTH AND SOUTHEAST, 1.9 FEET EAST OF THE WITNESS POST, AND
 CZ0478'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0478'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0821 ***********************************************************************
 CZ0821  DESIGNATION -  B 296
 CZ0821  PID         -  CZ0821
 CZ0821  STATE/COUNTY-  AZ/PIMA
 CZ0821  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0821
 CZ0821                         *CURRENT SURVEY CONTROL
 CZ0821  ___________________________________________________________________
 CZ0821* NAD 83(1986)-  32 08 16.     (N)    111 09 28.     (W)     SCALED    
 CZ0821* NAVD 88     -       739.36   (+/-2cm)    2425.7    (feet)  VERTCON   
 CZ0821  ___________________________________________________________________
 CZ0821  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0821
 CZ0821.The horizontal coordinates were scaled from a topographic map and have
 CZ0821.an estimated accuracy of +/- 6 seconds.
 CZ0821
 CZ0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0821.The vertical order pertains to the NGVD 29 superseded value.
 CZ0821
 CZ0821.The geoid height was determined by GEOID03.
 CZ0821
 CZ0821;                    North         East    Units  Estimated Accuracy
 CZ0821;SPC AZ C     -   126,400.      284,960.      MT  (+/- 180 meters Scaled)
 CZ0821
 CZ0821                          SUPERSEDED SURVEY CONTROL
 CZ0821
 CZ0821  NGVD 29 (??/??/92)  738.676  (m)         2423.47   (f) ADJ UNCH    2 0
 CZ0821
 CZ0821.Superseded values are not recommended for survey control.
 CZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0821.See file dsdata.txt to determine how the superseded data were derived.
 CZ0821
 CZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA851557(NAD 83)
 CZ0821_MARKER: DB = BENCH MARK DISK
 CZ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0821_STAMPING: B 296 1951
 CZ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0821+STABILITY: SURFACE MOTION
 CZ0821
 CZ0821  HISTORY     - Date     Condition        Report By
 CZ0821  HISTORY     - 1951     MONUMENTED       CGS
 CZ0821
 CZ0821                          STATION DESCRIPTION
 CZ0821
 CZ0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0821'12.0 MI SW FROM TUCSON.
 CZ0821'12 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON, ALONG STATE
 CZ0821'HIGHWAY 86, 1.4 MILES SOUTHWEST OF A Y JUNCTION OF A ROAD LEADING TO
 CZ0821'THE RANCHO DIABLO, 0.7 MILE NORTHEAST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0821'AIRPORT, 180 FEET SOUTHWEST OF THE CENTER OF A DIP IN THE ROAD, 100
 CZ0821'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET SOUTHEAST OF
 CZ0821'A TELEPHONE POLE, 6.6 FEET EAST OF A WITNESS POST, 1.8 FEET NORTHEAST
 CZ0821'OF A FENCE, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE
 CZ0821'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1109 ***********************************************************************
 CZ1109  DESIGNATION -  B 297
 CZ1109  PID         -  CZ1109
 CZ1109  STATE/COUNTY-  AZ/PINAL
 CZ1109  USGS QUAD   -  STANFIELD (1992)
 CZ1109
 CZ1109                         *CURRENT SURVEY CONTROL
 CZ1109  ___________________________________________________________________
 CZ1109* NAD 83(1986)-  32 52 46.     (N)    111 54 46.     (W)     SCALED    
 CZ1109* NAVD 88     -       401.45   (+/-2cm)    1317.1    (feet)  VERTCON   
 CZ1109  ___________________________________________________________________
 CZ1109  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1109
 CZ1109.The horizontal coordinates were scaled from a topographic map and have
 CZ1109.an estimated accuracy of +/- 6 seconds.
 CZ1109
 CZ1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1109.The vertical order pertains to the NGVD 29 superseded value.
 CZ1109
 CZ1109.The geoid height was determined by GEOID03.
 CZ1109
 CZ1109;                    North         East    Units  Estimated Accuracy
 CZ1109;SPC AZ C     -   208,380.      213,720.      MT  (+/- 180 meters Scaled)
 CZ1109
 CZ1109                          SUPERSEDED SURVEY CONTROL
 CZ1109
 CZ1109  NGVD 29 (??/??/92)  400.851  (m)         1315.13   (f) ADJ UNCH    2 0
 CZ1109
 CZ1109.Superseded values are not recommended for survey control.
 CZ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1109.See file dsdata.txt to determine how the superseded data were derived.
 CZ1109
 CZ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146382(NAD 83)
 CZ1109_MARKER: DB = BENCH MARK DISK
 CZ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1109_STAMPING: B 297 1951
 CZ1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1109+STABILITY: SURFACE MOTION
 CZ1109
 CZ1109  HISTORY     - Date     Condition        Report By
 CZ1109  HISTORY     - 1951     MONUMENTED       CGS
 CZ1109  HISTORY     - 1958     GOOD             NGS
 CZ1109
 CZ1109                          STATION DESCRIPTION
 CZ1109
 CZ1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1109'3.6 MI E FROM STANFIELD.
 CZ1109'3.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1109'STANFIELD, ABOUT 75 YARDS WEST OF THE JUNCTION OF THE RUSSELL ROAD,
 CZ1109'54.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTH OF A
 CZ1109'TELEPHONE POLE, 2.0 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS
 CZ1109'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ1109'THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ1109
 CZ1109                          STATION RECOVERY (1958)
 CZ1109
 CZ1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CZ1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0036 ***********************************************************************
 DA0036  DESIGNATION -  B 298
 DA0036  PID         -  DA0036
 DA0036  STATE/COUNTY-  AZ/PINAL
 DA0036  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0036
 DA0036                         *CURRENT SURVEY CONTROL
 DA0036  ___________________________________________________________________
 DA0036* NAD 83(1986)-  32 37 32.     (N)    112 09 04.     (W)     SCALED    
 DA0036* NAVD 88     -       652.57   (+/-2cm)    2141.0    (feet)  VERTCON   
 DA0036  ___________________________________________________________________
 DA0036  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0036
 DA0036.The horizontal coordinates were scaled from a topographic map and have
 DA0036.an estimated accuracy of +/- 6 seconds.
 DA0036
 DA0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0036.The vertical order pertains to the NGVD 29 superseded value.
 DA0036
 DA0036.The geoid height was determined by GEOID03.
 DA0036
 DA0036;                    North         East    Units  Estimated Accuracy
 DA0036;SPC AZ C     -   180,250.      191,360.      MT  (+/- 180 meters Scaled)
 DA0036
 DA0036                          SUPERSEDED SURVEY CONTROL
 DA0036
 DA0036  NGVD 29 (??/??/92)  651.895  (m)         2138.76   (f) ADJ UNCH    2 0
 DA0036
 DA0036.Superseded values are not recommended for survey control.
 DA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0036.See file dsdata.txt to determine how the superseded data were derived.
 DA0036
 DA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB920103(NAD 83)
 DA0036_MARKER: DB = BENCH MARK DISK
 DA0036_SETTING: 66 = SET IN ROCK OUTCROP
 DA0036_SP_SET: BEDROCK
 DA0036_STAMPING: B 298 1951
 DA0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0036+STABILITY: POSITION/ELEVATION WELL
 DA0036
 DA0036  HISTORY     - Date     Condition        Report By
 DA0036  HISTORY     - 1951     MONUMENTED       CGS
 DA0036  HISTORY     - 1952     GOOD             NGS
 DA0036
 DA0036                          STATION DESCRIPTION
 DA0036
 DA0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0036'2.5 MI W FROM BITTER WELL.
 DA0036'2.5 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, IN THE
 DA0036'TOP OF A LAVA BED ROCK IN THE ROAD BED, 3.7 FEET SOUTH OF THE CENTER
 DA0036'LINE OF THE ROAD, 3.0 FEET NORTH OF A WITNESS POST, AND LEVEL WITH THE
 DA0036'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1221 ***********************************************************************
 CZ1221  DESIGNATION -  B 299
 CZ1221  PID         -  CZ1221
 CZ1221  STATE/COUNTY-  AZ/PINAL
 CZ1221  USGS QUAD   -  VAIVA VO (1993)
 CZ1221
 CZ1221                         *CURRENT SURVEY CONTROL
 CZ1221  ___________________________________________________________________
 CZ1221* NAD 83(1986)-  32 44 10.     (N)    111 54 27.     (W)     SCALED    
 CZ1221* NAVD 88     -       428.41   (+/-2cm)    1405.5    (feet)  VERTCON   
 CZ1221  ___________________________________________________________________
 CZ1221  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1221
 CZ1221.The horizontal coordinates were scaled from a topographic map and have
 CZ1221.an estimated accuracy of +/- 6 seconds.
 CZ1221
 CZ1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1221.The vertical order pertains to the NGVD 29 superseded value.
 CZ1221
 CZ1221.The geoid height was determined by GEOID03.
 CZ1221
 CZ1221;                    North         East    Units  Estimated Accuracy
 CZ1221;SPC AZ C     -   192,490.      214,220.      MT  (+/- 180 meters Scaled)
 CZ1221
 CZ1221                          SUPERSEDED SURVEY CONTROL
 CZ1221
 CZ1221  NGVD 29 (??/??/92)  427.812  (m)         1403.58   (f) ADJ UNCH    2 0
 CZ1221
 CZ1221.Superseded values are not recommended for survey control.
 CZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1221.See file dsdata.txt to determine how the superseded data were derived.
 CZ1221
 CZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB149223(NAD 83)
 CZ1221_MARKER: DB = BENCH MARK DISK
 CZ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1221_STAMPING: B 299 1951
 CZ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1221+STABILITY: SURFACE MOTION
 CZ1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1221+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 CZ1221
 CZ1221  HISTORY     - Date     Condition        Report By
 CZ1221  HISTORY     - 1951     MONUMENTED       CGS
 CZ1221  HISTORY     - 1952     GOOD             NGS
 CZ1221  HISTORY     - 20060823 GOOD             TOHONO
 CZ1221
 CZ1221                          STATION DESCRIPTION
 CZ1221
 CZ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1221'2.2 MI N FROM COCKLEBUR.
 CZ1221'2.2 MILES NORTH ALONG A TRACK ROAD FROM THE WATER WELL AT COCKLEBUR,
 CZ1221'AT THE INTERSECTION OF THE EL PASO NATURAL GAS PIPE LINE MAINTAINANCE
 CZ1221'ROAD, ON A LARGE OPEN FLAT, 110 1/2 FEET SOUTH OF THE CENTER OF THE
 CZ1221'INTERSECTION, 54 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACT
 CZ1221'ROAD, 1.8 FEET NORTH OF THE WITNESS POST, SET IN THE TOP OF A CONCRETE
 CZ1221'POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
 CZ1221
 CZ1221                          STATION RECOVERY (2006)
 CZ1221
 CZ1221'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ1221'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0781 ***********************************************************************
 DW0781  DESIGNATION -  B 30
 DW0781  PID         -  DW0781
 DW0781  STATE/COUNTY-  AZ/LA PAZ
 DW0781  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0781
 DW0781                         *CURRENT SURVEY CONTROL
 DW0781  ___________________________________________________________________
 DW0781* NAD 83(1992)-  33 38 46.30151(N)    114 20 00.93931(W)     ADJUSTED  
 DW0781* NAVD 88     -       367.728  (meters)    1206.45   (feet)  ADJUSTED  
 DW0781  ___________________________________________________________________
 DW0781  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DW0781  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DW0781  DYNAMIC HT  -         367.313 (meters)    1205.09  (feet)  COMP
 DW0781  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 DW0781
 DW0781  HORZ ORDER  -  SECOND
 DW0781  VERT ORDER  -  FIRST     CLASS II
 DW0781
 DW0781.The horizontal coordinates were established by classical geodetic methods
 DW0781.and adjusted by the National Geodetic Survey in August 1993.
 DW0781
 DW0781.The orthometric height was determined by differential leveling
 DW0781.and adjusted in June 1991.
 DW0781
 DW0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0781
 DW0781.The geoid height was determined by GEOID03.
 DW0781
 DW0781.The dynamic height is computed by dividing the NAVD 88
 DW0781.geopotential number by the normal gravity value computed on the
 DW0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0781.degrees latitude (g = 980.6199 gals.).
 DW0781
 DW0781.The modeled gravity was interpolated from observed gravity values.
 DW0781
 DW0781;                    North         East     Units Scale Factor Converg.
 DW0781;SPC AZ W     -   293,576.531   159,225.517   MT  0.99996945   -0 19 24.1
 DW0781;SPC AZ W     -   963,177.60    522,393.43   iFT  0.99996945   -0 19 24.1
 DW0781;UTM  11      - 3,726,117.404   747,287.690   MT  1.00035395   +1 28 41.2
 DW0781
 DW0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0781!SPC AZ W     -   0.99994730  x   0.99996945  =   0.99991675
 DW0781!UTM  11      -   0.99994730  x   1.00035395  =   1.00030123
 DW0781
 DW0781                          SUPERSEDED SURVEY CONTROL
 DW0781
 DW0781  NAD 83(1986)-  33 38 46.29989(N)    114 20 00.94515(W) AD(       ) 2
 DW0781  NAD 27      -  33 38 46.20580(N)    114 19 58.12600(W) AD(       ) 2
 DW0781  NGVD 29 (??/??/??)  367.016  (m)         1204.12   (f) ADJUSTED    1 2
 DW0781
 DW0781.Superseded values are not recommended for survey control.
 DW0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0781.See file dsdata.txt to determine how the superseded data were derived.
 DW0781
 DW0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4728826117(NAD 83)
 DW0781_MARKER: DB = BENCH MARK DISK
 DW0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0781_STAMPING: B 30 1933 1204.118
 DW0781_MARK LOGO: CGS   
 DW0781_PROJECTION: PROJECTING 20 CENTIMETERS
 DW0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0781+STABILITY: SURFACE MOTION
 DW0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0781+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2008
 DW0781
 DW0781  HISTORY     - Date     Condition        Report By
 DW0781  HISTORY     - 1949     MONUMENTED       CGS
 DW0781  HISTORY     - 1962     GOOD             NGS
 DW0781  HISTORY     - 1965     GOOD             AMS
 DW0781  HISTORY     - 1981     GOOD             NGS
 DW0781  HISTORY     - 20081102 GOOD             GEOCAC
 DW0781
 DW0781                          STATION DESCRIPTION
 DW0781
 DW0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DW0781'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DW0781'SET IN A CONCRETE POST, 40 FEET NORTH OF THE CENTER LINE OF U.S.
 DW0781'HIGHWAY 60 AND 70, PROJECTS 10 INCHES AND STAMPED, B 30 1933.
 DW0781'
 DW0781'TO REACH STATION LA CHOLLA FROM THE ARIZONA QUARANTINE STATION
 DW0781'AT EHRENBERG, GO EAST ON U.S. HIGHWAY 60 AND 70 FOR 12.4 MILES
 DW0781'TO STATION LA CHOLLA ON THE RIGHT, SOUTH, AS DESCRIBED ABOVE.
 DW0781
 DW0781                          STATION RECOVERY (1962)
 DW0781
 DW0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0781'6.5 MI W FROM QUARTZSITE.
 DW0781'6.3 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0781'AT QUARTZSITE, THENCE 0.2 MILES EAST ALONG OLD U.S. HIGHWAY 60,
 DW0781'38 FEET NORTH OF THE CENTER OF THE OLD HIGHWAY, 108.2 FEET
 DW0781'NORTHEAST OF TRIANGULATION STATION LA CHOLLA, 151 FEET SOUTH OF
 DW0781'THE CENTER LINE OF HIGHWAY 60 AND 70, ABOUT 1 FOOT ABOVE THE
 DW0781'LEVEL OF THE OLD HIGHWAY, AND IS SET IN TOP OF A CONCRETE POST
 DW0781'PROJECTING 6 INCHES.
 DW0781
 DW0781                          STATION RECOVERY (1965)
 DW0781
 DW0781'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0781'RECOVERED IN GOOD CONDITION.
 DW0781
 DW0781                          STATION RECOVERY (1981)
 DW0781
 DW0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0781'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0781'95 OVERPASS IN QUARTZSITE, THENCE 9.2 KM (5.75 MI) WEST ALONG OLD U.S.
 DW0781'HIGHWAY 60, 0.25 KM (0.15 MI) EAST OF THE DOME ROCK INTERCHANGE ON
 DW0781'INTERSTATE 10, SET ON THE EAST SLOPE OF A SMALL HILL BETWEEN THE OLD
 DW0781'HIGHWAY AND THE INTERSTATE, 12.2 METERS (40.0 FT) NORTH OF THE
 DW0781'CENTERLINE OF THE OLD HIGHWAY, 46.7 METERS (153 FT) SOUTH OF THE
 DW0781'CENTERLINE OF THE EAST-BOUND LANES OF THE INTERSTATE, 33.0 METERS (108
 DW0781'FT) NORTHEAST ACROSS THE OLD HIGHWAY FROM TRIANGULATION STATION LA
 DW0781'CHOLLA, 75.9 METERS (249 FT) WEST OF THE WEST END OF THE NORTH
 DW0781'HEADWALL OF A CATTLE GUARD ON THE OLD HIGHWAY.
 DW0781'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DW0781'THE MARK IS 1.2 M ABOVE THE HIGHWAY CENTERLINE.
 DW0781
 DW0781                          STATION RECOVERY (2008)
 DW0781
 DW0781'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DW0781'THIS DISK IS ALSO THE SECOND RM FOR LA CHOLLA,
 DW0781'DW0782.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1353 ***********************************************************************
 CZ1353  DESIGNATION -  B 300
 CZ1353  PID         -  CZ1353
 CZ1353  STATE/COUNTY-  AZ/PINAL
 CZ1353  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1353
 CZ1353                         *CURRENT SURVEY CONTROL
 CZ1353  ___________________________________________________________________
 CZ1353* NAD 83(1986)-  32 33 46.     (N)    111 57 07.     (W)     SCALED    
 CZ1353* NAVD 88     -       480.70   (+/-2cm)    1577.1    (feet)  VERTCON   
 CZ1353  ___________________________________________________________________
 CZ1353  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 CZ1353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1353
 CZ1353.The horizontal coordinates were scaled from a topographic map and have
 CZ1353.an estimated accuracy of +/- 6 seconds.
 CZ1353
 CZ1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1353.The vertical order pertains to the NGVD 29 superseded value.
 CZ1353
 CZ1353.The geoid height was determined by GEOID03.
 CZ1353
 CZ1353;                    North         East    Units  Estimated Accuracy
 CZ1353;SPC AZ C     -   173,270.      210,050.      MT  (+/- 180 meters Scaled)
 CZ1353
 CZ1353                          SUPERSEDED SURVEY CONTROL
 CZ1353
 CZ1353  NGVD 29 (??/??/92)  480.105  (m)         1575.14   (f) ADJ UNCH    2 0
 CZ1353
 CZ1353.Superseded values are not recommended for survey control.
 CZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1353.See file dsdata.txt to determine how the superseded data were derived.
 CZ1353
 CZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106032(NAD 83)
 CZ1353_MARKER: DB = BENCH MARK DISK
 CZ1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1353_STAMPING: B 300 1952
 CZ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1353+STABILITY: SURFACE MOTION
 CZ1353
 CZ1353  HISTORY     - Date     Condition        Report By
 CZ1353  HISTORY     - 1952     MONUMENTED       CGS
 CZ1353
 CZ1353                          STATION DESCRIPTION
 CZ1353
 CZ1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1353'6.1 MI NE FROM QUAJOTE.
 CZ1353'6.1 MILES NORTHEAST ALONG A GRADED ROAD FROM THE WELL AT THE INDIAN
 CZ1353'VILLAGE OF QUAJOTE, ON A SANDY BARREN PATCH, 0.8 MILE SOUTHWEST OF BM
 CZ1353'310, 87 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 17.4 FEET
 CZ1353'SOUTHEAST OF A LONE IRONWOOD TREE, 2.2 FEET EAST OF A WITNESS POST,
 CZ1353'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ1353'GROUND, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0657 ***********************************************************************
 CZ0657  DESIGNATION -  B 301
 CZ0657  PID         -  CZ0657
 CZ0657  STATE/COUNTY-  AZ/PIMA
 CZ0657  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0657
 CZ0657                         *CURRENT SURVEY CONTROL
 CZ0657  ___________________________________________________________________
 CZ0657* NAD 83(1986)-  32 25 35.     (N)    111 23 44.     (W)     SCALED    
 CZ0657* NAVD 88     -       633.35   (+/-2cm)    2077.9    (feet)  VERTCON   
 CZ0657  ___________________________________________________________________
 CZ0657  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0657
 CZ0657.The horizontal coordinates were scaled from a topographic map and have
 CZ0657.an estimated accuracy of +/- 6 seconds.
 CZ0657
 CZ0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0657.The vertical order pertains to the NGVD 29 superseded value.
 CZ0657
 CZ0657.The geoid height was determined by GEOID03.
 CZ0657
 CZ0657;                    North         East    Units  Estimated Accuracy
 CZ0657;SPC AZ C     -   158,260.      262,370.      MT  (+/- 180 meters Scaled)
 CZ0657
 CZ0657                          SUPERSEDED SURVEY CONTROL
 CZ0657
 CZ0657  NGVD 29 (??/??/92)  632.812  (m)         2076.15   (f) ADJ UNCH    2 0
 CZ0657
 CZ0657.Superseded values are not recommended for survey control.
 CZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0657.See file dsdata.txt to determine how the superseded data were derived.
 CZ0657
 CZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA628877(NAD 83)
 CZ0657_MARKER: DB = BENCH MARK DISK
 CZ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0657_STAMPING: B 301 1951
 CZ0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0657+STABILITY: SURFACE MOTION
 CZ0657
 CZ0657  HISTORY     - Date     Condition        Report By
 CZ0657  HISTORY     - 1951     MONUMENTED       CGS
 CZ0657
 CZ0657                          STATION DESCRIPTION
 CZ0657
 CZ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0657'25.6 MI W FROM RILLITO.
 CZ0657'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0657'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0657'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0657'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0657'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0657'TO THE MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD
 CZ0657'TO AN INTERSECTION, THENCE 4.1 MILES NORTH ALONG A DIRT ROAD TO AN
 CZ0657'INTERSECTION, THENCE 0.6 MILE WEST ALONG A DIRT ROAD TO A CATTLE
 CZ0657'GUARD, AT THE EAST CORNER OF THE MARANA NO 5 AIRPORT, THENCE 0.55 MILE
 CZ0657'NORTHWEST ALONG THE NORTHEAST EDGE TO THE NORTH CORNER, THENCE 0.7
 CZ0657'MILE SOUTHWEST ACROSS THE AIRPORT TO THE SOUTHWEST FENCE, 0.1 MILE
 CZ0657'SOUTH EAST OF THE NORTH CORNER, 251.8 FEET SOUTHWEST OF THE SOUTHWEST
 CZ0657'EDGE OF FIELD BLACK TOP, 48 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 CZ0657'THE ROAD LEADING ON TO THE AIRPORT, 22 1/2 FEET NORTHEAST OF THE
 CZ0657'CENTER OF THE LOW BANK AROUND THE SOUTHWEST SIDE OF THE AIRPORT, 2.5
 CZ0657'FEET EAST OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CZ0657'AIRPORT, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0657'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0433 ***********************************************************************
 CG0433  DESIGNATION -  B 302
 CG0433  PID         -  CG0433
 CG0433  STATE/COUNTY-  AZ/PIMA
 CG0433  USGS QUAD   -  LAS GUIJAS (1983)
 CG0433
 CG0433                         *CURRENT SURVEY CONTROL
 CG0433  ___________________________________________________________________
 CG0433* NAD 83(1986)-  31 43 28.     (N)    111 29 16.     (W)     SCALED    
 CG0433* NAVD 88     -      1066.57   (+/-2cm)    3499.2    (feet)  VERTCON   
 CG0433  ___________________________________________________________________
 CG0433  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CG0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0433
 CG0433.The horizontal coordinates were scaled from a topographic map and have
 CG0433.an estimated accuracy of +/- 6 seconds.
 CG0433
 CG0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0433.The vertical order pertains to the NGVD 29 superseded value.
 CG0433
 CG0433.The geoid height was determined by GEOID03.
 CG0433
 CG0433;                    North         East    Units  Estimated Accuracy
 CG0433;SPC AZ C     -    80,400.      254,000.      MT  (+/- 180 meters Scaled)
 CG0433
 CG0433                          SUPERSEDED SURVEY CONTROL
 CG0433
 CG0433  NGVD 29 (??/??/92) 1065.780  (m)         3496.65   (f) ADJ UNCH    2 0
 CG0433
 CG0433.Superseded values are not recommended for survey control.
 CG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0433.See file dsdata.txt to determine how the superseded data were derived.
 CG0433
 CG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA537099(NAD 83)
 CG0433_MARKER: DB = BENCH MARK DISK
 CG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0433_STAMPING: B 302 1951
 CG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0433+STABILITY: SURFACE MOTION
 CG0433
 CG0433  HISTORY     - Date     Condition        Report By
 CG0433  HISTORY     - 1951     MONUMENTED       CGS
 CG0433  HISTORY     - 1977     GOOD             USGS
 CG0433
 CG0433                          STATION DESCRIPTION
 CG0433
 CG0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0433'17.45 MI N FROM SASABE.
 CG0433'17.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0433'HOUSE AT SASABE, AT A CATTLE GUARD ACROSS THE ROAD LEADING NORTH FROM
 CG0433'SASABE TO THREE POINTS, AT A T JUNCTION OF THE MAIN ROAD AND A PRIVATE
 CG0433'ROAD LEADING WEST TO RANCHO ESCONDIDO, 77 FEET NORTHWEST OF THE CENTER
 CG0433'OF THE CATTLE GUARD AND ROAD, 48 1/2 FEET WEST OF THE CENTER LINE OF
 CG0433'THE ROAD, 47.6 FEET NORTH OF THE NORTH GATE POST FOR THE GATE ON THE
 CG0433'ROAD LEADING WEST INTO A FIELD, 2.1 FEET EAST OF THE NORTHSOUTH FENCE
 CG0433'LINE, 2.7 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 CG0433'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CG0433'ABOVE THE GROUND.
 CG0433
 CG0433                          STATION RECOVERY (1977)
 CG0433
 CG0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0433'....ALONG THE THREE POINTS-SASABE ROAD... SHOULD READ ....ALONG STATE
 CG0433'HWY. 286...
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1295 ***********************************************************************
 CZ1295  DESIGNATION -  B 303
 CZ1295  PID         -  CZ1295
 CZ1295  STATE/COUNTY-  AZ/PINAL
 CZ1295  USGS QUAD   -  ELOY NORTH (1992)
 CZ1295
 CZ1295                         *CURRENT SURVEY CONTROL
 CZ1295  ___________________________________________________________________
 CZ1295* NAD 83(1986)-  32 46 37.     (N)    111 37 11.     (W)     SCALED    
 CZ1295* NAVD 88     -       463.27   (+/-2cm)    1519.9    (feet)  VERTCON   
 CZ1295  ___________________________________________________________________
 CZ1295  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1295
 CZ1295.The horizontal coordinates were scaled from a topographic map and have
 CZ1295.an estimated accuracy of +/- 6 seconds.
 CZ1295
 CZ1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1295.The vertical order pertains to the NGVD 29 superseded value.
 CZ1295
 CZ1295.The geoid height was determined by GEOID03.
 CZ1295
 CZ1295;                    North         East    Units  Estimated Accuracy
 CZ1295;SPC AZ C     -   197,060.      241,180.      MT  (+/- 180 meters Scaled)
 CZ1295
 CZ1295                          SUPERSEDED SURVEY CONTROL
 CZ1295
 CZ1295  NGVD 29 (??/??/92)  462.723  (m)         1518.12   (f) ADJ UNCH    2 0
 CZ1295
 CZ1295.Superseded values are not recommended for survey control.
 CZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1295.See file dsdata.txt to determine how the superseded data were derived.
 CZ1295
 CZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419267(NAD 83)
 CZ1295_MARKER: DB = BENCH MARK DISK
 CZ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1295_STAMPING: B 303 1951
 CZ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1295+STABILITY: SURFACE MOTION
 CZ1295
 CZ1295  HISTORY     - Date     Condition        Report By
 CZ1295  HISTORY     - 1951     MONUMENTED       CGS
 CZ1295  HISTORY     - 1966     GOOD             NGS
 CZ1295
 CZ1295                          STATION DESCRIPTION
 CZ1295
 CZ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1295'1.2 MI S FROM TOLTEC.
 CZ1295'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1295'RAILROAD STATION AT TOLTEC, THENCE 1 MILE SOUTH ALONG THE TOLTEC
 CZ1295'HIGHWAY, AT THE INTERSECTION OF AN EAST-WEST GRADED ROAD AND AT THE
 CZ1295'SOUTHWEST CORNER OF AN INTERSECTION, 50 FEET WEST OF THE CENTER LINE
 CZ1295'OF THE HIGHWAY, 26 FEET WEST OF A SUPPORT POLE FOR A POWER LINE POLE,
 CZ1295'19 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 1.6 FEET NORTH OF A
 CZ1295'FENCE LINE, 2.2 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 CZ1295'THAN THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
 CZ1295
 CZ1295                          STATION RECOVERY (1966)
 CZ1295
 CZ1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1296 ***********************************************************************
 CZ1296  DESIGNATION -  B 303 RESET
 CZ1296  PID         -  CZ1296
 CZ1296  STATE/COUNTY-  AZ/PINAL
 CZ1296  USGS QUAD   -  ELOY NORTH (1992)
 CZ1296
 CZ1296                         *CURRENT SURVEY CONTROL
 CZ1296  ___________________________________________________________________
 CZ1296* NAD 83(1986)-  32 46 13.     (N)    111 37 10.     (W)     SCALED    
 CZ1296* NAVD 88     -       465.12   (+/-2cm)    1526.0    (feet)  VERTCON   
 CZ1296  ___________________________________________________________________
 CZ1296  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1296  VERT ORDER  -  THIRD (See Below)
 CZ1296
 CZ1296.The horizontal coordinates were scaled from a topographic map and have
 CZ1296.an estimated accuracy of +/- 6 seconds.
 CZ1296
 CZ1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1296.The vertical order pertains to the NGVD 29 superseded value.
 CZ1296
 CZ1296.The geoid height was determined by GEOID03.
 CZ1296
 CZ1296;                    North         East    Units  Estimated Accuracy
 CZ1296;SPC AZ C     -   196,320.      241,210.      MT  (+/- 180 meters Scaled)
 CZ1296
 CZ1296                          SUPERSEDED SURVEY CONTROL
 CZ1296
 CZ1296  NGVD 29 (??/??/??)  464.57   (m)         1524.2    (f) RESET       3  
 CZ1296
 CZ1296.Superseded values are not recommended for survey control.
 CZ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1296.See file dsdata.txt to determine how the superseded data were derived.
 CZ1296
 CZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419259(NAD 83)
 CZ1296_MARKER: DB = BENCH MARK DISK
 CZ1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1296_SP_SET: FOUNDATION
 CZ1296_STAMPING: B 303 RESET 1961
 CZ1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1296
 CZ1296  HISTORY     - Date     Condition        Report By
 CZ1296  HISTORY     - 1961     MONUMENTED       CGS
 CZ1296  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ1296
 CZ1296                          STATION DESCRIPTION
 CZ1296
 CZ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CZ1296'1.5 MI S FROM TOLTEC.
 CZ1296'THIS MARK IS LOCATED 1.5 MILES SOUTH ALONG TOLTEC ROAD FROM THE
 CZ1296'INTERSECTION OF THE ROAD AND STATE HIGHWAYS 93 AND 84 AT TOLTEC, ON
 CZ1296'THE PROPERTY OF R.H. RICH, 101 FEET WEST OF THE CENTERLINE OF THE
 CZ1296'ROAD, 23 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 CZ1296'BUILDING, 14.5 FEET WEST-SOUTHWEST OF THE WEST POLE OF TWO POWER POLES
 CZ1296'WITH TWO TRANSFORMERS, 3 INCHES SOUTHEAST OF THE SOUTHEAST EDGE OF A
 CZ1296'STEEL BASE OF A LARGE ELECTRIC PUMP, AND SET IN THE TOP OF THE
 CZ1296'SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF A DEEP WATER WELL, ABOUT
 CZ1296'2 INCHES ABOVE THE GROUND.  NOTE-- 0.5 MILE SOUTH OF A CLOVER LEAF IN
 CZ1296'PROPOSED INTERSTATE HIGHWAY.
 CZ1296
 CZ1296                          STATION RECOVERY (2007)
 CZ1296
 CZ1296'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1311 ***********************************************************************
 CZ1311  DESIGNATION -  B 304
 CZ1311  PID         -  CZ1311
 CZ1311  STATE/COUNTY-  AZ/PINAL
 CZ1311  USGS QUAD   -  ELOY NW (1981)
 CZ1311
 CZ1311                         *CURRENT SURVEY CONTROL
 CZ1311  ___________________________________________________________________
 CZ1311* NAD 83(1986)-  32 38 44.     (N)    111 40 19.     (W)     SCALED    
 CZ1311* NAVD 88     -       478.61   (+/-2cm)    1570.2    (feet)  VERTCON   
 CZ1311  ___________________________________________________________________
 CZ1311  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ1311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1311
 CZ1311.The horizontal coordinates were scaled from a topographic map and have
 CZ1311.an estimated accuracy of +/- 6 seconds.
 CZ1311
 CZ1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1311.The vertical order pertains to the NGVD 29 superseded value.
 CZ1311
 CZ1311.The geoid height was determined by GEOID03.
 CZ1311
 CZ1311;                    North         East    Units  Estimated Accuracy
 CZ1311;SPC AZ C     -   182,470.      236,320.      MT  (+/- 180 meters Scaled)
 CZ1311
 CZ1311                          SUPERSEDED SURVEY CONTROL
 CZ1311
 CZ1311  NGVD 29 (??/??/92)  478.050  (m)         1568.40   (f) ADJ UNCH    2 0
 CZ1311
 CZ1311.Superseded values are not recommended for survey control.
 CZ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1311.See file dsdata.txt to determine how the superseded data were derived.
 CZ1311
 CZ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369121(NAD 83)
 CZ1311_MARKER: DB = BENCH MARK DISK
 CZ1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1311_STAMPING: B 304 1951
 CZ1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1311+STABILITY: SURFACE MOTION
 CZ1311
 CZ1311  HISTORY     - Date     Condition        Report By
 CZ1311  HISTORY     - 1951     MONUMENTED       CGS
 CZ1311  HISTORY     - 1966     GOOD             NGS
 CZ1311  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1311  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ1311
 CZ1311                          STATION DESCRIPTION
 CZ1311
 CZ1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1311'13.2 MI S FROM TOLTEC.
 CZ1311'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1311'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1311'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD AT A T JUNCTION WITH A
 CZ1311'NORTH-SOUTH GRADED ROAD, 48 FEET WEST OF THE CENTER LINE OF THE GRADED
 CZ1311'ROAD, 26.5 FEET NORTHEAST OF THE NORTHEAST END OF A WATER PUMP OUTLET,
 CZ1311'15 FEET NORTH OF THE CENTER LINE OF A PROLONGATION OF PRETZER ROAD,
 CZ1311'3.7 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH CONCRETE IRRIGATION
 CZ1311'DITCH, 1.8 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ1311'ROADS, AND SET IN A CONCRETE POST PROJECTING 0.7 FOOT.
 CZ1311
 CZ1311                          STATION RECOVERY (1966)
 CZ1311
 CZ1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1311'RECOVERED IN GOOD CONDITION.
 CZ1311
 CZ1311                          STATION RECOVERY (1977)
 CZ1311
 CZ1311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1311'MARK NOT FOUND.
 CZ1311
 CZ1311                          STATION RECOVERY (2008)
 CZ1311
 CZ1311'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1311'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1311'MARK. A CANAL ROAD HAS BEEN BUILT UP ON THE EAST SIDE OF THE CANAL,
 CZ1311'ABOUT TWO FEET ABOVE THE LEVEL OF THE MAIN ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0456 ***********************************************************************
 CG0456  DESIGNATION -  B 305
 CG0456  PID         -  CG0456
 CG0456  STATE/COUNTY-  AZ/PIMA
 CG0456  USGS QUAD   -  PENITAS HILLS (1979)
 CG0456
 CG0456                         *CURRENT SURVEY CONTROL
 CG0456  ___________________________________________________________________
 CG0456* NAD 83(1986)-  31 48 15.     (N)    111 16 10.     (W)     SCALED    
 CG0456* NAVD 88     -      1138.91   (+/-2cm)    3736.6    (feet)  VERTCON   
 CG0456  ___________________________________________________________________
 CG0456  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CG0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0456
 CG0456.The horizontal coordinates were scaled from a topographic map and have
 CG0456.an estimated accuracy of +/- 6 seconds.
 CG0456
 CG0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0456.The vertical order pertains to the NGVD 29 superseded value.
 CG0456
 CG0456.The geoid height was determined by GEOID03.
 CG0456
 CG0456;                    North         East    Units  Estimated Accuracy
 CG0456;SPC AZ C     -    89,340.      274,640.      MT  (+/- 180 meters Scaled)
 CG0456
 CG0456                          SUPERSEDED SURVEY CONTROL
 CG0456
 CG0456  NGVD 29 (??/??/92) 1138.125  (m)         3734.00   (f) ADJ UNCH    2 0
 CG0456
 CG0456.Superseded values are not recommended for survey control.
 CG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0456.See file dsdata.txt to determine how the superseded data were derived.
 CG0456
 CG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA744187(NAD 83)
 CG0456_MARKER: DB = BENCH MARK DISK
 CG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0456_STAMPING: B 305 1951
 CG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0456+STABILITY: SURFACE MOTION
 CG0456
 CG0456  HISTORY     - Date     Condition        Report By
 CG0456  HISTORY     - 1951     MONUMENTED       CGS
 CG0456  HISTORY     - 1975     GOOD             USGS
 CG0456
 CG0456                          STATION DESCRIPTION
 CG0456
 CG0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0456'27.7 MI SE FROM THREE POINTS.
 CG0456'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0456'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 9.4
 CG0456'MILES EAST ALONG A TRACK ROAD TO AN INTERSECTION OF A TRACK ROAD
 CG0456'LEADING NORTH AND SOUTH, THENCE 0.9 MILE SOUTH AND SOUTHWEST ALONG A
 CG0456'TRACK ROAD, 0.85 MILE SOUTHWEST OF AN INTERSECTION OF A TRACK ROAD
 CG0456'LEADING NORTH AND SOUTH, 0.3 MILE NORTHEAST OF A T JUNCTION OF A ROAD
 CG0456'LEADING SOUTHEAST, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CG0456'2.3 FEET SOUTHEAST OF A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET
 CG0456'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0456
 CG0456                          STATION RECOVERY (1975)
 CG0456
 CG0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0456'THREE POINTS, 0.2 MI E. OF THREE POINTS SCHOOL, ALONG STATE HWY. 86,
 CG0456'THENCE 17.2 MI S. ALONG STATE HWY. 286, THENCE 9.1 MI E. ALONG TRACK
 CG0456'RD. TO RD. X-ING, THENCE 0.5 MI S. ALONG TRACK RD. TO RD. X-ING,
 CG0456'THENCE 0.5 MI SW. (RIGHT) ALONG TRACK RD. 42 FT S. OF CENTERLINE OF
 CG0456'RD. SET IN CONCRETE POST. STANDARD DISK STAMPED B 305 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0648 ***********************************************************************
 CG0648  DESIGNATION -  B 306
 CG0648  PID         -  CG0648
 CG0648  STATE/COUNTY-  AZ/PIMA
 CG0648  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0648
 CG0648                         *CURRENT SURVEY CONTROL
 CG0648  ___________________________________________________________________
 CG0648* NAD 83(1986)-  31 55 48.     (N)    111 41 22.     (W)     SCALED    
 CG0648* NAVD 88     -       977.80   (+/-2cm)    3208.0    (feet)  VERTCON   
 CG0648  ___________________________________________________________________
 CG0648  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CG0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0648
 CG0648.The horizontal coordinates were scaled from a topographic map and have
 CG0648.an estimated accuracy of +/- 6 seconds.
 CG0648
 CG0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0648.The vertical order pertains to the NGVD 29 superseded value.
 CG0648
 CG0648.The geoid height was determined by GEOID03.
 CG0648
 CG0648;                    North         East    Units  Estimated Accuracy
 CG0648;SPC AZ C     -   103,130.      234,850.      MT  (+/- 180 meters Scaled)
 CG0648
 CG0648                          SUPERSEDED SURVEY CONTROL
 CG0648
 CG0648  NGVD 29 (??/??/92)  977.042  (m)         3205.51   (f) ADJ UNCH    2 0
 CG0648
 CG0648.Superseded values are not recommended for survey control.
 CG0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0648.See file dsdata.txt to determine how the superseded data were derived.
 CG0648
 CG0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA348328(NAD 83)
 CG0648_MARKER: DB = BENCH MARK DISK
 CG0648_SETTING: 66 = SET IN ROCK OUTCROP
 CG0648_SP_SET: GRANITE OUTCROP
 CG0648_STAMPING: B 306 1952
 CG0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0648+STABILITY: POSITION/ELEVATION WELL
 CG0648
 CG0648  HISTORY     - Date     Condition        Report By
 CG0648  HISTORY     - 1952     MONUMENTED       CGS
 CG0648
 CG0648                          STATION DESCRIPTION
 CG0648
 CG0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0648'18.45 MI E FROM SELLS.
 CG0648'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0648'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 5.35 MILES
 CG0648'SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, AT A SADDLE AT THE TOP OF A
 CG0648'STEEP GRADE, SET IN THE TOP OF A GRANITE OUTCROP, 72.4 FEET EAST AND
 CG0648'ACROSS THE ROAD FROM (USGS) COPPER NAIL AND WASHER 3203.4 27 FEET EAST
 CG0648'OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF A PALO VERDE TREE, 4.5
 CG0648'FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0794 ***********************************************************************
 CG0794  DESIGNATION -  B 307
 CG0794  PID         -  CG0794
 CG0794  STATE/COUNTY-  AZ/PIMA
 CG0794  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0794
 CG0794                         *CURRENT SURVEY CONTROL
 CG0794  ___________________________________________________________________
 CG0794* NAD 83(1986)-  31 49 14.     (N)    111 35 27.     (W)     SCALED    
 CG0794* NAVD 88     -      1225.82   (+/-2cm)    4021.7    (feet)  VERTCON   
 CG0794  ___________________________________________________________________
 CG0794  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CG0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0794
 CG0794.The horizontal coordinates were scaled from a topographic map and have
 CG0794.an estimated accuracy of +/- 6 seconds.
 CG0794
 CG0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0794.The vertical order pertains to the NGVD 29 superseded value.
 CG0794
 CG0794.The geoid height was determined by GEOID03.
 CG0794
 CG0794;                    North         East    Units  Estimated Accuracy
 CG0794;SPC AZ C     -    91,020.      244,210.      MT  (+/- 180 meters Scaled)
 CG0794
 CG0794                          SUPERSEDED SURVEY CONTROL
 CG0794
 CG0794  NGVD 29 (??/??/92) 1224.970  (m)         4018.92   (f) ADJ UNCH    2 0
 CG0794
 CG0794.Superseded values are not recommended for survey control.
 CG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0794.See file dsdata.txt to determine how the superseded data were derived.
 CG0794
 CG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA440206(NAD 83)
 CG0794_MARKER: DB = BENCH MARK DISK
 CG0794_SETTING: 66 = SET IN ROCK OUTCROP
 CG0794_SP_SET: ROCK OUTCROP
 CG0794_STAMPING: B 307 1952
 CG0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0794+STABILITY: POSITION/ELEVATION WELL
 CG0794
 CG0794  HISTORY     - Date     Condition        Report By
 CG0794  HISTORY     - 1952     MONUMENTED       CGS
 CG0794
 CG0794                          STATION DESCRIPTION
 CG0794
 CG0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0794'17.1 MI E FROM TOPAWA.
 CG0794'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0794'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0794'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, THENCE 2.6
 CG0794'MILES EAST ALONG THE FRESNAL CANYON TRAIL, SET IN THE TOP OF THE LOWER
 CG0794'ONE OF TWO ROCK LEDGE OUTCROPS ABOUT 4 FEET LONG AND 6 INCHES WIDE, 14
 CG0794'FEET NORTHEAST OF THE CENTER OF THE TRAIL, ABOUT 3 FEET LOWER THAN THE
 CG0794'TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0101 ***********************************************************************
 CH0101  DESIGNATION -  B 308
 CH0101  PID         -  CH0101
 CH0101  STATE/COUNTY-  AZ/PIMA
 CH0101  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0101
 CH0101                         *CURRENT SURVEY CONTROL
 CH0101  ___________________________________________________________________
 CH0101* NAD 83(1986)-  31 56 08.     (N)    112 58 59.     (W)     SCALED    
 CH0101* NAVD 88     -       362.15   (+/-2cm)    1188.2    (feet)  VERTCON   
 CH0101  ___________________________________________________________________
 CH0101  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 CH0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0101
 CH0101.The horizontal coordinates were scaled from a topographic map and have
 CH0101.an estimated accuracy of +/- 6 seconds.
 CH0101
 CH0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0101.The vertical order pertains to the NGVD 29 superseded value.
 CH0101
 CH0101.The geoid height was determined by GEOID03.
 CH0101
 CH0101;                    North         East    Units  Estimated Accuracy
 CH0101;SPC AZ C     -   104,220.      112,530.      MT  (+/- 180 meters Scaled)
 CH0101
 CH0101                          SUPERSEDED SURVEY CONTROL
 CH0101
 CH0101  NGVD 29 (??/??/92)  361.444  (m)         1185.84   (f) ADJ UNCH    2 0
 CH0101
 CH0101.Superseded values are not recommended for survey control.
 CH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0101.See file dsdata.txt to determine how the superseded data were derived.
 CH0101
 CH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA125350(NAD 83)
 CH0101_MARKER: DB = BENCH MARK DISK
 CH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0101_STAMPING: B 308 1952
 CH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0101+STABILITY: SURFACE MOTION
 CH0101
 CH0101  HISTORY     - Date     Condition        Report By
 CH0101  HISTORY     - 1952     MONUMENTED       CGS
 CH0101
 CH0101                          STATION DESCRIPTION
 CH0101
 CH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0101'12.95 MI NW FROM LUKEVILLE.
 CH0101'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0101'LUKEVILLE TO JUNCTION THENCE 12.0 MILES WEST ALONG THE QUITOVOQUITO
 CH0101'ROAD, ON TOP OF A LOW, FLAT RIDGE, 55 FEET SOUTHWEST OF THE CENTERLINE
 CH0101'OF THE ROAD, 3.1 FEET NORTH OF THE WITNESS POST, IN A CONCRETE POST
 CH0101'PROJECTING 0.3 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0435 ***********************************************************************
 DA0435  DESIGNATION -  B 309
 DA0435  PID         -  DA0435
 DA0435  STATE/COUNTY-  AZ/PIMA
 DA0435  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0435
 DA0435                         *CURRENT SURVEY CONTROL
 DA0435  ___________________________________________________________________
 DA0435* NAD 83(1986)-  32 05 13.     (N)    112 52 17.     (W)     SCALED    
 DA0435* NAVD 88     -       475.68   (+/-2cm)    1560.6    (feet)  VERTCON   
 DA0435  ___________________________________________________________________
 DA0435  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0435
 DA0435.The horizontal coordinates were scaled from a topographic map and have
 DA0435.an estimated accuracy of +/- 6 seconds.
 DA0435
 DA0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0435.The vertical order pertains to the NGVD 29 superseded value.
 DA0435
 DA0435.The geoid height was determined by GEOID03.
 DA0435
 DA0435;                    North         East    Units  Estimated Accuracy
 DA0435;SPC AZ C     -   120,910.      123,240.      MT  (+/- 180 meters Scaled)
 DA0435
 DA0435                          SUPERSEDED SURVEY CONTROL
 DA0435
 DA0435  NGVD 29 (??/??/92)  474.961  (m)         1558.27   (f) ADJ UNCH    2 0
 DA0435
 DA0435.Superseded values are not recommended for survey control.
 DA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0435.See file dsdata.txt to determine how the superseded data were derived.
 DA0435
 DA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233516(NAD 83)
 DA0435_MARKER: DB = BENCH MARK DISK
 DA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0435_STAMPING: B 309 1952
 DA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0435+STABILITY: SURFACE MOTION
 DA0435
 DA0435  HISTORY     - Date     Condition        Report By
 DA0435  HISTORY     - 1952     MONUMENTED       CGS
 DA0435
 DA0435                          STATION DESCRIPTION
 DA0435
 DA0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0435'30.85 MI NW FROM LUKEVILLE.
 DA0435'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0435'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0435'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0435'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0435'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0435'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON TO A
 DA0435'JUNCTION, THENCE 1 MILE NORTHEAST ALONG A ROAD, 1 MILE NORTHEAST OF BM
 DA0435'D 110, AND ABOUT 0.6 MILES SOUTHWEST OF THE SOUTHERN MOST WASH OF TWO,
 DA0435'28 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH
 DA0435'OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND IN A
 DA0435'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0839 ***********************************************************************
 ET0839  DESIGNATION -  B 31
 ET0839  PID         -  ET0839
 ET0839  STATE/COUNTY-  AZ/YAVAPAI
 ET0839  USGS QUAD   -  COTTONWOOD (1973)
 ET0839
 ET0839                         *CURRENT SURVEY CONTROL
 ET0839  ___________________________________________________________________
 ET0839* NAD 83(2007)-  34 41 20.17428(N)    112 00 09.11001(W)     ADJUSTED  
 ET0839* NAVD 88     -      1069.240  (meters)    3508.00   (feet)  ADJUSTED  
 ET0839  ___________________________________________________________________
 ET0839  EPOCH DATE  -        2007.00
 ET0839  X           -  -1,967,274.752 (meters)                     COMP
 ET0839  Y           -  -4,868,556.777 (meters)                     COMP
 ET0839  Z           -   3,610,139.408 (meters)                     COMP
 ET0839  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 ET0839  ELLIP HEIGHT-        1043.489 (meters)          (02/10/07) ADJUSTED
 ET0839  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ET0839  DYNAMIC HT  -        1067.887 (meters)    3503.56  (feet)  COMP
 ET0839
 ET0839  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0839  Type    PID    Designation                      North   East  Ellip
 ET0839  -------------------------------------------------------------------
 ET0839  NETWORK ET0839 B 31                              0.55   0.47   1.51
 ET0839  -------------------------------------------------------------------
 ET0839  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 ET0839
 ET0839  VERT ORDER  -  FIRST     CLASS II
 ET0839
 ET0839.The horizontal coordinates were established by GPS observations
 ET0839.and adjusted by the National Geodetic Survey in February 2007.
 ET0839
 ET0839.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0839.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0839.The horizontal coordinates are valid at the epoch date displayed above.
 ET0839.The epoch date for horizontal control is a decimal equivalence
 ET0839.of Year/Month/Day.
 ET0839
 ET0839.The orthometric height was determined by differential leveling
 ET0839.and adjusted in June 1991.
 ET0839
 ET0839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0839
 ET0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0839
 ET0839.The ellipsoidal height was determined by GPS observations
 ET0839.and is referenced to NAD 83.
 ET0839
 ET0839.The geoid height was determined by GEOID03.
 ET0839
 ET0839.The dynamic height is computed by dividing the NAVD 88
 ET0839.geopotential number by the normal gravity value computed on the
 ET0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0839.degrees latitude (g = 980.6199 gals.).
 ET0839
 ET0839.The modeled gravity was interpolated from observed gravity values.
 ET0839
 ET0839;                    North         East     Units Scale Factor Converg.
 ET0839;SPC AZ C     -   409,072.432   205,492.881   MT  0.99990076   -0 02 55.9
 ET0839;SPC AZ C     - 1,342,101.15    674,189.24   iFT  0.99990076   -0 02 55.9
 ET0839;UTM  12      - 3,839,005.530   408,170.913   MT  0.99970393   -0 34 14.2
 ET0839
 ET0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0839!SPC AZ C     -   0.99983623  x   0.99990076  =   0.99973700
 ET0839!UTM  12      -   0.99983623  x   0.99970393  =   0.99954021
 ET0839
 ET0839                          SUPERSEDED SURVEY CONTROL
 ET0839
 ET0839  NAD 83(1992)-  34 41 20.17381(N)    112 00 09.10953(W) AD(       ) B
 ET0839  ELLIP H (05/31/05) 1043.493  (m)                       GP(       ) 4 2
 ET0839  NAVD 88 (05/31/05) 1069.24   (m)         3508.0    (f) LEVELING    3  
 ET0839  NGVD 29 (??/??/92) 1068.50   (m)         3505.6    (f) COMPUTED    1 2
 ET0839
 ET0839.Superseded values are not recommended for survey control.
 ET0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0839.See file dsdata.txt to determine how the superseded data were derived.
 ET0839
 ET0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0817139006(NAD 83)
 ET0839_MARKER: DB = BENCH MARK DISK
 ET0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0839_STAMPING: 3505.557 B 31 1933
 ET0839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ET0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0839+STABILITY: SURFACE MOTION
 ET0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0839+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 ET0839
 ET0839  HISTORY     - Date     Condition        Report By
 ET0839  HISTORY     - 1933     MONUMENTED       CGS
 ET0839  HISTORY     - 1973     GOOD             USGS
 ET0839  HISTORY     - 20031231 GOOD             SHEPH
 ET0839  HISTORY     - 20040501 GOOD             NGS
 ET0839
 ET0839                          STATION DESCRIPTION
 ET0839
 ET0839'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0839'5.5 MI SE FROM COTTONWOOD.
 ET0839'2.6 MILES EAST AND SOUTH ALONG STATE HIGHWAY 89A FROM THE POST OFFICE
 ET0839'AT COTTONWOOD, YAVAPAI CO. TO A ROAD JUNCTION SOUTH.  THENCE SOUTHEAST
 ET0839'ALONG THE ROAD 2.9 MILES.  AT THE PRESCOTT NATIONAL FOREST BOUNDARY.
 ET0839'80 FEET SOUTHEAST OF A ROAD JUNCTION.  75 FEET EAST OF THE CENTERLINE
 ET0839'OF THE ROAD.  65 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND A
 ET0839'CATTLE GUARD.  A STANDARD USC AND GS TABLET STAMPED 3505.557 B 31 1933
 ET0839'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE THE
 ET0839'GROUND.
 ET0839
 ET0839                          STATION RECOVERY (2003)
 ET0839
 ET0839'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003
 ET0839'RECOVERED AS DESCRIBED
 ET0839
 ET0839                          STATION RECOVERY (2004)
 ET0839
 ET0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0839'THE ROAD SOUTH IS SOUTH CAMINO ROAD (FORMERLY AZ 279).  STATION IS IN
 ET0839'LINE WITH CATTLE GUARD ON ROAD AND AT INTERSECTION WITH TIERRA SERENA
 ET0839'ROAD.  TRACK ROAD TO NE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0016 ***********************************************************************
 GP0016  DESIGNATION -  B 31
 GP0016  PID         -  GP0016
 GP0016  STATE/COUNTY-  AZ/NAVAJO
 GP0016  USGS QUAD   -  KAYENTA EAST (1968)
 GP0016
 GP0016                         *CURRENT SURVEY CONTROL
 GP0016  ___________________________________________________________________
 GP0016* NAD 83(1986)-  36 44 22.     (N)    110 14 31.     (W)     SCALED    
 GP0016* NAVD 88     -      1708.298  (meters)    5604.64   (feet)  ADJUSTED  
 GP0016  ___________________________________________________________________
 GP0016  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 GP0016  DYNAMIC HT  -        1706.234 (meters)    5597.87  (feet)  COMP
 GP0016  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 GP0016
 GP0016  VERT ORDER  -  FIRST     CLASS II
 GP0016
 GP0016.The horizontal coordinates were scaled from a topographic map and have
 GP0016.an estimated accuracy of +/- 6 seconds.
 GP0016
 GP0016.The orthometric height was determined by differential leveling
 GP0016.and adjusted in June 1991.
 GP0016
 GP0016.The geoid height was determined by GEOID03.
 GP0016
 GP0016.The dynamic height is computed by dividing the NAVD 88
 GP0016.geopotential number by the normal gravity value computed on the
 GP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0016.degrees latitude (g = 980.6199 gals.).
 GP0016
 GP0016.The modeled gravity was interpolated from observed gravity values.
 GP0016
 GP0016;                    North         East    Units  Estimated Accuracy
 GP0016;SPC AZ E     -   636,560.      206,640.      MT  (+/- 180 meters Scaled)
 GP0016
 GP0016                          SUPERSEDED SURVEY CONTROL
 GP0016
 GP0016  NGVD 29 (??/??/92) 1707.343  (m)         5601.51   (f) ADJ UNCH    1 2
 GP0016
 GP0016.Superseded values are not recommended for survey control.
 GP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0016.See file dsdata.txt to determine how the superseded data were derived.
 GP0016
 GP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF676662(NAD 83)
 GP0016_MARKER: DB = BENCH MARK DISK
 GP0016_SETTING: 66 = SET IN ROCK OUTCROP
 GP0016_SP_SET: SANDSTONE OUTCROP
 GP0016_STAMPING: 5601.508 B 31 1933
 GP0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0016+STABILITY: POSITION/ELEVATION WELL
 GP0016
 GP0016  HISTORY     - Date     Condition        Report By
 GP0016  HISTORY     - 1933     MONUMENTED       CGS
 GP0016  HISTORY     - 1934     GOOD             NGS
 GP0016  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0016
 GP0016                          STATION DESCRIPTION
 GP0016
 GP0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0016'1.7 MI NE FROM KAYENTA.
 GP0016'1.7 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0016'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, 0.1 MILE SOUTH OF
 GP0016'A POINT WHERE THE ROAD PASSES OVER A LARGE, FLAT, RED SANDSTONE SLOPE,
 GP0016'AT A FLAT ON THE TOP OF A HILL NORTHWEST OF A CREEK, 100 FEET
 GP0016'SOUTHWEST OF THE TOP OF A HILL LEADING NORTHEAST OUT OF A WASH, 65
 GP0016'FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A SANDSTONE
 GP0016'OUTCROP AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GP0016'5601.508 B 31 1933.
 GP0016
 GP0016                          STATION RECOVERY (1983)
 GP0016
 GP0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0948 ***********************************************************************
 CZ0948  DESIGNATION -  B 310
 CZ0948  PID         -  CZ0948
 CZ0948  STATE/COUNTY-  AZ/PIMA
 CZ0948  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0948
 CZ0948                         *CURRENT SURVEY CONTROL
 CZ0948  ___________________________________________________________________
 CZ0948* NAD 83(1986)-  32 24 57.     (N)    111 33 02.     (W)     SCALED    
 CZ0948* NAVD 88     -       766.55   (+/-2cm)    2514.9    (feet)  VERTCON   
 CZ0948  ___________________________________________________________________
 CZ0948  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0948
 CZ0948.The horizontal coordinates were scaled from a topographic map and have
 CZ0948.an estimated accuracy of +/- 6 seconds.
 CZ0948
 CZ0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0948.The vertical order pertains to the NGVD 29 superseded value.
 CZ0948
 CZ0948.The geoid height was determined by GEOID03.
 CZ0948
 CZ0948;                    North         East    Units  Estimated Accuracy
 CZ0948;SPC AZ C     -   157,030.      247,800.      MT  (+/- 180 meters Scaled)
 CZ0948
 CZ0948                          SUPERSEDED SURVEY CONTROL
 CZ0948
 CZ0948  NGVD 29 (??/??/92)  765.961  (m)         2512.99   (f) ADJ UNCH    2 0
 CZ0948
 CZ0948.Superseded values are not recommended for survey control.
 CZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0948.See file dsdata.txt to determine how the superseded data were derived.
 CZ0948
 CZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA482866(NAD 83)
 CZ0948_MARKER: DB = BENCH MARK DISK
 CZ0948_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0948_SP_SET: GRANITE OUTCROP
 CZ0948_STAMPING: B 310 1952
 CZ0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0948+STABILITY: POSITION/ELEVATION WELL
 CZ0948
 CZ0948  HISTORY     - Date     Condition        Report By
 CZ0948  HISTORY     - 1952     MONUMENTED       CGS
 CZ0948
 CZ0948                          STATION DESCRIPTION
 CZ0948
 CZ0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0948'1.7 MI S FROM SILVER BELL.
 CZ0948'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0948'THENCE 1.6 MILES SOUTH ALONG A TRACK ROAD ON THE WEST SLOPE OF A HILL
 CZ0948'WHICH WAS PARTLY BARED BY A DOZER BLADE, AT THE TOP OF A GRADE AND AT
 CZ0948'A 3 FEET HIGH DIRT BARRIER WHICH CROSSES OVER THE ROAD, AND IN THE TOP
 CZ0948'OF A 3 1/2 BY 4 FEET DECOMPOSED GRANITE OUTCROP WHICH PROJECTS 0.8
 CZ0948'FOOT ABOVE THE GROUND, SURROUNDED BY A GROUP OF 4 FEET HIGH OUTCROPS,
 CZ0948'50 FEET WEST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE
 CZ0948'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0937 ***********************************************************************
 CZ0937  DESIGNATION -  B 311
 CZ0937  PID         -  CZ0937
 CZ0937  STATE/COUNTY-  AZ/PIMA
 CZ0937  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0937
 CZ0937                         *CURRENT SURVEY CONTROL
 CZ0937  ___________________________________________________________________
 CZ0937* NAD 83(1986)-  32 19 20.     (N)    111 58 14.     (W)     SCALED    
 CZ0937* NAVD 88     -       541.58   (+/-2cm)    1776.8    (feet)  VERTCON   
 CZ0937  ___________________________________________________________________
 CZ0937  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 CZ0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0937
 CZ0937.The horizontal coordinates were scaled from a topographic map and have
 CZ0937.an estimated accuracy of +/- 6 seconds.
 CZ0937
 CZ0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0937.The vertical order pertains to the NGVD 29 superseded value.
 CZ0937
 CZ0937.The geoid height was determined by GEOID03.
 CZ0937
 CZ0937;                    North         East    Units  Estimated Accuracy
 CZ0937;SPC AZ C     -   146,600.      208,290.      MT  (+/- 180 meters Scaled)
 CZ0937
 CZ0937                          SUPERSEDED SURVEY CONTROL
 CZ0937
 CZ0937  NGVD 29 (??/??/92)  540.956  (m)         1774.79   (f) ADJ UNCH    2 0
 CZ0937
 CZ0937.Superseded values are not recommended for survey control.
 CZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0937.See file dsdata.txt to determine how the superseded data were derived.
 CZ0937
 CZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA086765(NAD 83)
 CZ0937_MARKER: DB = BENCH MARK DISK
 CZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0937_STAMPING: B 311 1952
 CZ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0937+STABILITY: SURFACE MOTION
 CZ0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0937+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 CZ0937
 CZ0937  HISTORY     - Date     Condition        Report By
 CZ0937  HISTORY     - 1952     MONUMENTED       CGS
 CZ0937  HISTORY     - 20060310 GOOD             INDIV
 CZ0937  HISTORY     - 20060823 GOOD             TOHONO
 CZ0937
 CZ0937                          STATION DESCRIPTION
 CZ0937
 CZ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0937'4.0 MI E FROM SANTA ROSA.
 CZ0937'4 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0937'0.35 MILE WEST OF A POINT WHERE THE ROAD CROSSES AN EXTREAMLY LARGE
 CZ0937'CLEARING, 0.2 MILE NORTH OF THE SOUTH END OF THE CLEARING, ABOUT 100
 CZ0937'YARDS EAST OF THE CROSSING OF A SMALL WASH WHICH OUTLINES THE EAST
 CZ0937'EDGE OF THE CLEARING, 18 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 CZ0937'LEVEL WITH THE ROAD, 2.7 FEET EAST OF THE WITNESS POST, AND SET IN A
 CZ0937'CONCRETE POST PROJECTING 0.7 FOOT.
 CZ0937
 CZ0937                          STATION RECOVERY (2006)
 CZ0937
 CZ0937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JB)
 CZ0937'RECOVERED AS DESCRIBED
 CZ0937
 CZ0937                          STATION RECOVERY (2006)
 CZ0937
 CZ0937'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ0937'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0069 ***********************************************************************
 CH0069  DESIGNATION -  B 312
 CH0069  PID         -  CH0069
 CH0069  STATE/COUNTY-  AZ/PIMA
 CH0069  USGS QUAD   -  LUKEVILLE (1988)
 CH0069
 CH0069                         *CURRENT SURVEY CONTROL
 CH0069  ___________________________________________________________________
 CH0069* NAD 83(1986)-  31 57 38.     (N)    112 47 23.     (W)     SCALED    
 CH0069* NAVD 88     -       511.870  (meters)    1679.36   (feet)  ADJUSTED  
 CH0069  ___________________________________________________________________
 CH0069  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 CH0069  DYNAMIC HT  -         511.201 (meters)    1677.17  (feet)  COMP
 CH0069  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 CH0069
 CH0069  VERT ORDER  -  FIRST     CLASS II
 CH0069
 CH0069.The horizontal coordinates were scaled from a topographic map and have
 CH0069.an estimated accuracy of +/- 6 seconds.
 CH0069
 CH0069.The orthometric height was determined by differential leveling
 CH0069.and adjusted in June 1991.
 CH0069
 CH0069.The geoid height was determined by GEOID03.
 CH0069
 CH0069.The dynamic height is computed by dividing the NAVD 88
 CH0069.geopotential number by the normal gravity value computed on the
 CH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0069.degrees latitude (g = 980.6199 gals.).
 CH0069
 CH0069.The modeled gravity was interpolated from observed gravity values.
 CH0069
 CH0069;                    North         East    Units  Estimated Accuracy
 CH0069;SPC AZ C     -   106,830.      130,830.      MT  (+/- 180 meters Scaled)
 CH0069
 CH0069                          SUPERSEDED SURVEY CONTROL
 CH0069
 CH0069  NGVD 29 (??/??/92)  511.121  (m)         1676.90   (f) ADJ UNCH    1 2
 CH0069
 CH0069.Superseded values are not recommended for survey control.
 CH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0069.See file dsdata.txt to determine how the superseded data were derived.
 CH0069
 CH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA308374(NAD 83)
 CH0069_MARKER: DB = BENCH MARK DISK
 CH0069_SETTING: 66 = SET IN ROCK OUTCROP
 CH0069_SP_SET: ROCK OUTCROP
 CH0069_STAMPING: B 312 1952
 CH0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0069+STABILITY: POSITION/ELEVATION WELL
 CH0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0069+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2008
 CH0069
 CH0069  HISTORY     - Date     Condition        Report By
 CH0069  HISTORY     - 1952     MONUMENTED       CGS
 CH0069  HISTORY     - 1953     GOOD             NGS
 CH0069  HISTORY     - 1981     GOOD             NGS
 CH0069  HISTORY     - 19970306 GOOD             USPSQD
 CH0069  HISTORY     - 20071208 GOOD             GEOCAC
 CH0069  HISTORY     - 20080113 GOOD             GEOCAC
 CH0069
 CH0069                          STATION DESCRIPTION
 CH0069
 CH0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0069'6.15 MI N FROM LUKEVILLE.
 CH0069'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0069'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 0.95 MILE
 CH0069'NORTH ALONG THE OLD SONOYTA-AJO ROAD, AT A LOW ROCKY RIDGE WHERE THE
 CH0069'ROAD CROSSES A WASH, IN AND NEAR THE TOP OF A DARK ROCK OUTCROP, 67
 CH0069'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHWEST OF THE
 CH0069'CENTER OF THE WASH, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY
 CH0069'THE WHITE PAINTED LETTERS BM.
 CH0069
 CH0069                          STATION RECOVERY (1981)
 CH0069
 CH0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0069'8.4 KM (5.2 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0069'IN LUKEVILLE, THENCE 1.5 KM (0.95 MI) NORTHEAST ALONG THE AJO MOUNTAIN
 CH0069'ROAD, AT A LOW ROCKY RIDGE WHERE THE ROAD CROSSES A SMALL WASH, SET IN
 CH0069'TOP OF A LARGE DARK COLORED ROCK OUTCROP, 20.6 M (67.5 FT) NORTHWEST
 CH0069'OF THE CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) SOUTHWEST OF THE
 CH0069'CENTERLINE OF THE WASH.
 CH0069'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CH0069'THE MARK IS 1.2 M ABOVE THE ROAD CENTERLINE.
 CH0069
 CH0069                          STATION RECOVERY (1997)
 CH0069
 CH0069'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0069'RECOVERED IN GOOD CONDITION.
 CH0069
 CH0069                          STATION RECOVERY (2007)
 CH0069
 CH0069'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CH0069'RECOVERED IN GOOD CONDITION.
 CH0069
 CH0069                          STATION RECOVERY (2008)
 CH0069
 CH0069'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 CH0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0001 ***********************************************************************
 CG0001  DESIGNATION -  B 313
 CG0001  PID         -  CG0001
 CG0001  STATE/COUNTY-  AZ/PIMA
 CG0001  USGS QUAD   -  MESCAL (1983)
 CG0001
 CG0001                         *CURRENT SURVEY CONTROL
 CG0001  ___________________________________________________________________
 CG0001* NAD 83(1986)-  31 58 53.     (N)    110 29 41.     (W)     SCALED    
 CG0001* NAVD 88     -      1182.85   (+/-2cm)    3880.7    (feet)  VERTCON   
 CG0001  ___________________________________________________________________
 CG0001  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG0001  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0001
 CG0001.The horizontal coordinates were scaled from a topographic map and have
 CG0001.an estimated accuracy of +/- 6 seconds.
 CG0001
 CG0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0001.The vertical order pertains to the NGVD 29 superseded value.
 CG0001
 CG0001.The geoid height was determined by GEOID03.
 CG0001
 CG0001;                    North         East    Units  Estimated Accuracy
 CG0001;SPC AZ C     -   109,690.      347,740.      MT  (+/- 180 meters Scaled)
 CG0001
 CG0001                          SUPERSEDED SURVEY CONTROL
 CG0001
 CG0001  NGVD 29 (??/??/92) 1182.062  (m)         3878.15   (f) ADJ UNCH    1 2
 CG0001
 CG0001.Superseded values are not recommended for survey control.
 CG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0001.See file dsdata.txt to determine how the superseded data were derived.
 CG0001
 CG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA477384(NAD 83)
 CG0001_MARKER: DB = BENCH MARK DISK
 CG0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0001_SP_SET: CULVERT
 CG0001_STAMPING: B 313 1952
 CG0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0001
 CG0001  HISTORY     - Date     Condition        Report By
 CG0001  HISTORY     - 1952     MONUMENTED       CGS
 CG0001  HISTORY     - 1960     GOOD             NGS
 CG0001
 CG0001                          STATION DESCRIPTION
 CG0001
 CG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0001'3.7 MI W FROM MESCAL.
 CG0001'3.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE RAILROAD
 CG0001'STATION AT MESCAL, 0.15 MILE WEST OF MILE POLE 1020, AT AN ARCH
 CG0001'CULVERT 1019.87, SET IN THE TOP OF THE NORTH CONCRETE HEADWALL, 28.8
 CG0001'FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE
 CG0001'HEADWALL, 1.0 FOOT EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 5
 CG0001'FEET LOWER THAN THE TRACK.
 CG0001
 CG0001                          STATION RECOVERY (1960)
 CG0001
 CG0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0414 ***********************************************************************
 ES0414  DESIGNATION -  B 314
 ES0414  PID         -  ES0414
 ES0414  STATE/COUNTY-  AZ/YAVAPAI
 ES0414  USGS QUAD   -  DUGAS (1967)
 ES0414
 ES0414                         *CURRENT SURVEY CONTROL
 ES0414  ___________________________________________________________________
 ES0414* NAD 83(1986)-  34 16 32.     (N)    111 56 50.     (W)     SCALED    
 ES0414* NAVD 88     -      1263.38   (+/-2cm)    4144.9    (feet)  VERTCON   
 ES0414  ___________________________________________________________________
 ES0414  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 ES0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0414
 ES0414.The horizontal coordinates were scaled from a topographic map and have
 ES0414.an estimated accuracy of +/- 6 seconds.
 ES0414
 ES0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0414.The vertical order pertains to the NGVD 29 superseded value.
 ES0414
 ES0414.The geoid height was determined by GEOID03.
 ES0414
 ES0414;                    North         East    Units  Estimated Accuracy
 ES0414;SPC AZ C     -   363,220.      210,550.      MT  (+/- 180 meters Scaled)
 ES0414
 ES0414                          SUPERSEDED SURVEY CONTROL
 ES0414
 ES0414  NGVD 29 (??/??/92) 1262.663  (m)         4142.59   (f) ADJ UNCH    2 0
 ES0414
 ES0414.Superseded values are not recommended for survey control.
 ES0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0414.See file dsdata.txt to determine how the superseded data were derived.
 ES0414
 ES0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC128931(NAD 83)
 ES0414_MARKER: DB = BENCH MARK DISK
 ES0414_SETTING: 66 = SET IN ROCK OUTCROP
 ES0414_SP_SET: REDROCK
 ES0414_STAMPING: B 314 1952
 ES0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0414+STABILITY: POSITION/ELEVATION WELL
 ES0414
 ES0414  HISTORY     - Date     Condition        Report By
 ES0414  HISTORY     - 1952     MONUMENTED       CGS
 ES0414  HISTORY     - 20090220 GOOD             GEOCAC
 ES0414
 ES0414                          STATION DESCRIPTION
 ES0414
 ES0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0414'9.1 MI S FROM DUGAS.
 ES0414'2.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 7.1
 ES0414'MILES SOUTH ALONG A DIM TRACK ROAD, 0.45 MILE SOUTH OF THE
 ES0414'TONTO-PRESCOTT NATIONAL FORESTS BOUNDARY, 0.1 MILE WEST OF A DRY CREEK
 ES0414'BED CROSSSING, 0.05 MILE NORTHEAST OF THE TOP OF A GRADE, IN A LARGE
 ES0414'CONGLOMERATED BED ROCK IN A SMALL RAVINE, 40 FEET EAST OF THE CROSSING
 ES0414'OF THE RAVINE, 32 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 3 FEET
 ES0414'LOWER THAN THE ROAD, 6 FEET SOUTH OF THE CENTER LINE OF THE RAVINE,
 ES0414'AND 11.5 FEET NORTH OF THE WEST ONE OF A BUSHY TREES.
 ES0414
 ES0414                          STATION RECOVERY (2009)
 ES0414
 ES0414'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0414'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0414'THE DESCRIPTION - THE DIM TRACK ROAD IS NOW A GRADED ROAD CALLED THE
 ES0414'GREAT WESTERN TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0092 ***********************************************************************
 CZ0092  DESIGNATION -  B 315
 CZ0092  PID         -  CZ0092
 CZ0092  STATE/COUNTY-  AZ/PIMA
 CZ0092  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0092
 CZ0092                         *CURRENT SURVEY CONTROL
 CZ0092  ___________________________________________________________________
 CZ0092* NAD 83(1986)-  32 08 02.     (N)    110 43 29.     (W)     SCALED    
 CZ0092* NAVD 88     -       883.34   (+/-2cm)    2898.1    (feet)  VERTCON   
 CZ0092  ___________________________________________________________________
 CZ0092  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CZ0092  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0092
 CZ0092.The horizontal coordinates were scaled from a topographic map and have
 CZ0092.an estimated accuracy of +/- 6 seconds.
 CZ0092
 CZ0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0092.The vertical order pertains to the NGVD 29 superseded value.
 CZ0092
 CZ0092.The geoid height was determined by GEOID03.
 CZ0092
 CZ0092;                    North         East    Units  Estimated Accuracy
 CZ0092;SPC AZ C     -   126,330.      325,820.      MT  (+/- 180 meters Scaled)
 CZ0092
 CZ0092                          SUPERSEDED SURVEY CONTROL
 CZ0092
 CZ0092  NGVD 29 (??/??/92)  882.631  (m)         2895.77   (f) ADJ UNCH    1 2
 CZ0092
 CZ0092.Superseded values are not recommended for survey control.
 CZ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0092.See file dsdata.txt to determine how the superseded data were derived.
 CZ0092
 CZ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA259553(NAD 83)
 CZ0092_MARKER: DB = BENCH MARK DISK
 CZ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0092_STAMPING: B 315 1952
 CZ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0092+STABILITY: SURFACE MOTION
 CZ0092
 CZ0092  HISTORY     - Date     Condition        Report By
 CZ0092  HISTORY     - 1952     MONUMENTED       CGS
 CZ0092
 CZ0092                          STATION DESCRIPTION
 CZ0092
 CZ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0092'IN THUNDERHEAD RANCH.
 CZ0092'AT THE THUNDERHEAD RANCH AIRPORT, AT THE EAST END OF THE EAST-WEST
 CZ0092'RUNWAY, 144 FEET EAST OF THE EAST END OF THE USABLE RUNWAY, 2.6 FEET
 CZ0092'NORTHWEST OF A FENCE CORNER, 2.0 FEET SOUTHEAST OF THE WITNESS POST,
 CZ0092'SET IN A CONCRETE POST PROJECTING 0.4 FOOT AND ABOUT LEVEL WITH THE
 CZ0092'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0301 ***********************************************************************
 ET0301  DESIGNATION -  B 316
 ET0301  PID         -  ET0301
 ET0301  STATE/COUNTY-  AZ/YAVAPAI
 ET0301  USGS QUAD   -  CLEATOR (1974)
 ET0301
 ET0301                         *CURRENT SURVEY CONTROL
 ET0301  ___________________________________________________________________
 ET0301* NAD 83(1986)-  34 22 27.     (N)    112 11 24.     (W)     SCALED    
 ET0301* NAVD 88     -      1254.05   (+/-2cm)    4114.3    (feet)  VERTCON   
 ET0301  ___________________________________________________________________
 ET0301  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 ET0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0301
 ET0301.The horizontal coordinates were scaled from a topographic map and have
 ET0301.an estimated accuracy of +/- 6 seconds.
 ET0301
 ET0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0301.The vertical order pertains to the NGVD 29 superseded value.
 ET0301
 ET0301.The geoid height was determined by GEOID03.
 ET0301
 ET0301;                    North         East    Units  Estimated Accuracy
 ET0301;SPC AZ C     -   374,190.      188,220.      MT  (+/- 180 meters Scaled)
 ET0301
 ET0301                          SUPERSEDED SURVEY CONTROL
 ET0301
 ET0301  NGVD 29 (??/??/92) 1253.307  (m)         4111.89   (f) ADJ UNCH    2 0
 ET0301
 ET0301.Superseded values are not recommended for survey control.
 ET0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0301.See file dsdata.txt to determine how the superseded data were derived.
 ET0301
 ET0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD905042(NAD 83)
 ET0301_MARKER: DB = BENCH MARK DISK
 ET0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0301_STAMPING: B 316 1952
 ET0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0301+STABILITY: SURFACE MOTION
 ET0301
 ET0301  HISTORY     - Date     Condition        Report By
 ET0301  HISTORY     - 1952     MONUMENTED       CGS
 ET0301  HISTORY     - 1974     GOOD             USGS
 ET0301
 ET0301                          STATION DESCRIPTION
 ET0301
 ET0301'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0301'3.7 MI SE FROM MAYER.
 ET0301'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0301'MAYER, 0.15 MILE EAST OF HIGHWAY CROSSING OF A BIG BUG CREEK AT A CUT,
 ET0301'ABOUT 220 FT. SOUTH OF THE HIGHWAY, 187 FEET SOUTHEAST OF A POWER LINE
 ET0301'POLE, 32 FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD, SET IN THE TOP
 ET0301'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0057 ***********************************************************************
 CZ0057  DESIGNATION -  B 317
 CZ0057  PID         -  CZ0057
 CZ0057  STATE/COUNTY-  AZ/PIMA
 CZ0057  USGS QUAD   -  TUCSON (1992)
 CZ0057
 CZ0057                         *CURRENT SURVEY CONTROL
 CZ0057  ___________________________________________________________________
 CZ0057* NAD 83(1986)-  32 09 12.     (N)    110 54 00.     (W)     SCALED    
 CZ0057* NAVD 88     -       801.802  (meters)    2630.58   (feet)  ADJUSTED  
 CZ0057  ___________________________________________________________________
 CZ0057  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0057  DYNAMIC HT  -         800.676 (meters)    2626.88  (feet)  COMP
 CZ0057  MODELED GRAV-     979,209.6   (mgal)                       NAVD 88
 CZ0057
 CZ0057  VERT ORDER  -  FIRST     CLASS II
 CZ0057
 CZ0057.The horizontal coordinates were scaled from a topographic map and have
 CZ0057.an estimated accuracy of +/- 6 seconds.
 CZ0057
 CZ0057.The orthometric height was determined by differential leveling
 CZ0057.and adjusted in June 1991.
 CZ0057
 CZ0057.The geoid height was determined by GEOID03.
 CZ0057
 CZ0057.The dynamic height is computed by dividing the NAVD 88
 CZ0057.geopotential number by the normal gravity value computed on the
 CZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0057.degrees latitude (g = 980.6199 gals.).
 CZ0057
 CZ0057.The modeled gravity was interpolated from observed gravity values.
 CZ0057
 CZ0057;                    North         East    Units  Estimated Accuracy
 CZ0057;SPC AZ C     -   128,320.      309,260.      MT  (+/- 180 meters Scaled)
 CZ0057
 CZ0057                          SUPERSEDED SURVEY CONTROL
 CZ0057
 CZ0057  NGVD 29 (??/??/92)  801.247  (m)         2628.76   (f) ADJ UNCH    1 2
 CZ0057
 CZ0057.Superseded values are not recommended for survey control.
 CZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0057.See file dsdata.txt to determine how the superseded data were derived.
 CZ0057
 CZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA094574(NAD 83)
 CZ0057_MARKER: DB = BENCH MARK DISK
 CZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0057_STAMPING: B 317 1952
 CZ0057_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0057+STABILITY: SURFACE MOTION
 CZ0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0057+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0057
 CZ0057  HISTORY     - Date     Condition        Report By
 CZ0057  HISTORY     - 1952     MONUMENTED       CGS
 CZ0057  HISTORY     - 1979     GOOD             NGS
 CZ0057  HISTORY     - 20060315 GOOD             USPSQD
 CZ0057
 CZ0057                          STATION DESCRIPTION
 CZ0057
 CZ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0057'6.9 MI SE FROM TUCSON.
 CZ0057'6.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0057'STATION AT TUCSON, 0.4 MILE NORTHWEST OF MILE POLE NUMBER 991, 86 FEET
 CZ0057'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 2.6 FEET
 CZ0057'NORTHEAST OF A FENCE, 2 FEET SOUTHWEST OF TELEGRAPH POLE NUMBER 10730,
 CZ0057'3.1 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0057'POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 3 FEET LOWER THAN
 CZ0057'THE TRACKS.
 CZ0057
 CZ0057                          STATION RECOVERY (1979)
 CZ0057
 CZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0057'6.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0057'STATION AT TUCSON, 183 FEET SOUTH OF THE SOUTH LEG OF THE FIFTH POWER
 CZ0057'LINE TOWER NORTHWEST OF THE CROSSING OF A POWER LINE, 152 FEET
 CZ0057'SOUTHWEST OF A CYCLONE FENCE AROUND A POWER AND ELECTRIC STORAGE
 CZ0057'YARD, 86.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET
 CZ0057'OF TRACKS AND 2.0 FEET SOUTHWEST OF CABLE POLE 10730.
 CZ0057'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CZ0057'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 CZ0057
 CZ0057                          STATION RECOVERY (2006)
 CZ0057
 CZ0057'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1351 ***********************************************************************
 CZ1351  DESIGNATION -  B 318
 CZ1351  PID         -  CZ1351
 CZ1351  STATE/COUNTY-  AZ/PIMA
 CZ1351  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1351
 CZ1351                         *CURRENT SURVEY CONTROL
 CZ1351  ___________________________________________________________________
 CZ1351* NAD 83(1986)-  32 30 00.     (N)    111 56 30.     (W)     SCALED    
 CZ1351* NAVD 88     -       494.36   (+/-2cm)    1621.9    (feet)  VERTCON   
 CZ1351  ___________________________________________________________________
 CZ1351  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ1351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1351
 CZ1351.The horizontal coordinates were scaled from a topographic map and have
 CZ1351.an estimated accuracy of +/- 6 seconds.
 CZ1351
 CZ1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1351.The vertical order pertains to the NGVD 29 superseded value.
 CZ1351
 CZ1351.The geoid height was determined by GEOID03.
 CZ1351
 CZ1351;                    North         East    Units  Estimated Accuracy
 CZ1351;SPC AZ C     -   166,310.      211,010.      MT  (+/- 180 meters Scaled)
 CZ1351
 CZ1351                          SUPERSEDED SURVEY CONTROL
 CZ1351
 CZ1351  NGVD 29 (??/??/92)  493.765  (m)         1619.96   (f) ADJ UNCH    2 0
 CZ1351
 CZ1351.Superseded values are not recommended for survey control.
 CZ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1351.See file dsdata.txt to determine how the superseded data were derived.
 CZ1351
 CZ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA115962(NAD 83)
 CZ1351_MARKER: DB = BENCH MARK DISK
 CZ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1351_STAMPING: B 318 1952
 CZ1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1351+STABILITY: SURFACE MOTION
 CZ1351
 CZ1351  HISTORY     - Date     Condition        Report By
 CZ1351  HISTORY     - 1952     MONUMENTED       CGS
 CZ1351
 CZ1351                          STATION DESCRIPTION
 CZ1351
 CZ1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1351'0.8 MI SE FROM KOMELIH.
 CZ1351'0.8 MILE SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ1351'ABOUT 90 YARDS NORTH OF THE BASE OF A MOUNTAIN, IN THE CROTCH OF THE Y
 CZ1351'JUNCTION OF A DIM TRACK ROAD LEADING SOUTHEAST, 19 1/2 FEET NORTHEAST
 CZ1351'OF THE CENTER LINE OF A DIM TRACK ROAD, 16 1/2 FEET SOUTH OF THE
 CZ1351'CENTER LINE OF THE MAIN ROAD, 3.1 FEET WEST OF A WITNESS POST, AND SET
 CZ1351'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND,
 CZ1351'AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0068 ***********************************************************************
 DA0068  DESIGNATION -  B 319
 DA0068  PID         -  DA0068
 DA0068  STATE/COUNTY-  AZ/MARICOPA
 DA0068  USGS QUAD   -  KAKA NW (1986)
 DA0068
 DA0068                         *CURRENT SURVEY CONTROL
 DA0068  ___________________________________________________________________
 DA0068* NAD 83(1986)-  32 44 59.     (N)    112 26 34.     (W)     SCALED    
 DA0068* NAVD 88     -       733.75   (+/-2cm)    2407.3    (feet)  VERTCON   
 DA0068  ___________________________________________________________________
 DA0068  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0068
 DA0068.The horizontal coordinates were scaled from a topographic map and have
 DA0068.an estimated accuracy of +/- 6 seconds.
 DA0068
 DA0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0068.The vertical order pertains to the NGVD 29 superseded value.
 DA0068
 DA0068.The geoid height was determined by GEOID03.
 DA0068
 DA0068;                    North         East    Units  Estimated Accuracy
 DA0068;SPC AZ C     -   194,120.      164,060.      MT  (+/- 180 meters Scaled)
 DA0068
 DA0068                          SUPERSEDED SURVEY CONTROL
 DA0068
 DA0068  NGVD 29 (??/??/92)  733.039  (m)         2404.98   (f) ADJ UNCH    2 0
 DA0068
 DA0068.Superseded values are not recommended for survey control.
 DA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0068.See file dsdata.txt to determine how the superseded data were derived.
 DA0068
 DA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB648244(NAD 83)
 DA0068_MARKER: DB = BENCH MARK DISK
 DA0068_SETTING: 66 = SET IN ROCK OUTCROP
 DA0068_SP_SET: ROCK LEDGE
 DA0068_STAMPING: B 319 1952
 DA0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0068+STABILITY: POSITION/ELEVATION WELL
 DA0068
 DA0068  HISTORY     - Date     Condition        Report By
 DA0068  HISTORY     - 1952     MONUMENTED       CGS
 DA0068  HISTORY     - 20090206 GOOD             GEOCAC
 DA0068
 DA0068                          STATION DESCRIPTION
 DA0068
 DA0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0068'6.9 MI NW FROM STOUTS WELL.
 DA0068'6.9 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0068'AT A WELL AND CONCRETE WATER TANK, IN THE BASE OF A GRANITE ROCK LEDGE
 DA0068'FORMING THE NORTH BANK OF A WASH, 126 FEET WEST OF THE WELL, 12 1/2
 DA0068'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET HIGHER
 DA0068'THAN THE ROAD.
 DA0068
 DA0068                          STATION RECOVERY (2009)
 DA0068
 DA0068'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0068'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0068'THE DESCRIPTION - THE MARK IS LOCATED IS LOCATED 3.7 FEET ABOVE THE
 DA0068'WASH AND IN THE SOUTHEAST CORNER OF THE GRANITE ROCK LEDGE. THE MARK
 DA0068'IS LOCATED IN AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR). VISIT THE
 DA0068'BMGR TO OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT IS OBTAINED
 DA0068'CALL THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON EXITING THE
 DA0068'AREA.
 DA0068'HANDHELD COORDINATES
 DA0068'32 44 58.6 (N)   112 26 34.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0235 ***********************************************************************
 FQ0235  DESIGNATION -  B 32
 FQ0235  PID         -  FQ0235
 FQ0235  STATE/COUNTY-  AZ/COCONINO
 FQ0235  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0235
 FQ0235                         *CURRENT SURVEY CONTROL
 FQ0235  ___________________________________________________________________
 FQ0235* NAD 83(1986)-  35 01 29.     (N)    111 44 08.     (W)     SCALED    
 FQ0235* NAVD 88     -      1735.053  (meters)    5692.42   (feet)  ADJUSTED  
 FQ0235  ___________________________________________________________________
 FQ0235  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0235  DYNAMIC HT  -        1732.635 (meters)    5684.49  (feet)  COMP
 FQ0235  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 FQ0235
 FQ0235  VERT ORDER  -  FIRST     CLASS II
 FQ0235
 FQ0235.The horizontal coordinates were scaled from a topographic map and have
 FQ0235.an estimated accuracy of +/- 6 seconds.
 FQ0235
 FQ0235.The orthometric height was determined by differential leveling
 FQ0235.and adjusted in June 1991.
 FQ0235
 FQ0235.The geoid height was determined by GEOID03.
 FQ0235
 FQ0235.The dynamic height is computed by dividing the NAVD 88
 FQ0235.geopotential number by the normal gravity value computed on the
 FQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0235.degrees latitude (g = 980.6199 gals.).
 FQ0235
 FQ0235.The modeled gravity was interpolated from observed gravity values.
 FQ0235
 FQ0235;                    North         East    Units  Estimated Accuracy
 FQ0235;SPC AZ C     -   446,330.      229,890.      MT  (+/- 180 meters Scaled)
 FQ0235
 FQ0235                          SUPERSEDED SURVEY CONTROL
 FQ0235
 FQ0235  NGVD 29 (??/??/92) 1734.076  (m)         5689.21   (f) ADJ UNCH    1 2
 FQ0235
 FQ0235.Superseded values are not recommended for survey control.
 FQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0235.See file dsdata.txt to determine how the superseded data were derived.
 FQ0235
 FQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD328760(NAD 83)
 FQ0235_MARKER: DB = BENCH MARK DISK
 FQ0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0235_SP_SET: RAILING
 FQ0235_STAMPING: 5689.214 B 32 1933
 FQ0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0235
 FQ0235  HISTORY     - Date     Condition        Report By
 FQ0235  HISTORY     - 1933     MONUMENTED       CGS
 FQ0235  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0235
 FQ0235                          STATION DESCRIPTION
 FQ0235
 FQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0235'14.1 MI N FROM SEDONA.
 FQ0235'ABOUT 14.1 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 FQ0235'COUNTY, AT THE BASE OF OAK CREEK HILL, AT THE SOUTH END OF A CONCRETE
 FQ0235'BRIDGE, ON THE EAST SIDE OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 FQ0235'RAILING.  A STANDARD DISK, STAMPED 5689.214 B 32 1933.
 FQ0235
 FQ0235                          STATION RECOVERY (1982)
 FQ0235
 FQ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0235'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0588 ***********************************************************************
 DA0588  DESIGNATION -  B 321
 DA0588  PID         -  DA0588
 DA0588  STATE/COUNTY-  AZ/MARICOPA
 DA0588  USGS QUAD   -  BLACK GAP (1986)
 DA0588
 DA0588                         *CURRENT SURVEY CONTROL
 DA0588  ___________________________________________________________________
 DA0588* NAD 83(1986)-  32 52 12.     (N)    112 46 54.     (W)     SCALED    
 DA0588* NAVD 88     -       259.96   (+/-2cm)     852.9    (feet)  VERTCON   
 DA0588  ___________________________________________________________________
 DA0588  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0588  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0588
 DA0588.The horizontal coordinates were scaled from a topographic map and have
 DA0588.an estimated accuracy of +/- 6 seconds.
 DA0588
 DA0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0588.The vertical order pertains to the NGVD 29 superseded value.
 DA0588
 DA0588.The geoid height was determined by GEOID03.
 DA0588
 DA0588;                    North         East    Units  Estimated Accuracy
 DA0588;SPC AZ C     -   207,670.      132,410.      MT  (+/- 180 meters Scaled)
 DA0588
 DA0588                          SUPERSEDED SURVEY CONTROL
 DA0588
 DA0588  NGVD 29 (??/??/92)  259.365  (m)          850.93   (f) ADJ UNCH    1 2
 DA0588
 DA0588.Superseded values are not recommended for survey control.
 DA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0588.See file dsdata.txt to determine how the superseded data were derived.
 DA0588
 DA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB333382(NAD 83)
 DA0588_MARKER: DB = BENCH MARK DISK
 DA0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0588_STAMPING: B 321 1952
 DA0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0588+STABILITY: SURFACE MOTION
 DA0588
 DA0588  HISTORY     - Date     Condition        Report By
 DA0588  HISTORY     - 1952     MONUMENTED       CGS
 DA0588  HISTORY     - 1953     GOOD             NGS
 DA0588
 DA0588                          STATION DESCRIPTION
 DA0588
 DA0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0588'7.8 MI SW FROM GILA BEND.
 DA0588'6.6 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0588'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.2 MILES WEST ALONG A
 DA0588'GRAVELED ROAD LEADING TO AN AIR FIELD, 0.1 MILE EAST OF A SMALL WASH,
 DA0588'70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A
 DA0588'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0588'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1101 ***********************************************************************
 DA1101  DESIGNATION -  B 322
 DA1101  PID         -  DA1101
 DA1101  STATE/COUNTY-  AZ/YUMA
 DA1101  USGS QUAD   -  DATELAND (1982)
 DA1101
 DA1101                         *CURRENT SURVEY CONTROL
 DA1101  ___________________________________________________________________
 DA1101* NAD 83(1986)-  32 47 38.     (N)    113 32 43.     (W)     SCALED    
 DA1101* NAVD 88     -       135.081  (meters)     443.18   (feet)  ADJUSTED  
 DA1101  ___________________________________________________________________
 DA1101  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DA1101  DYNAMIC HT  -         134.928 (meters)     442.68  (feet)  COMP
 DA1101  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DA1101
 DA1101  VERT ORDER  -  FIRST     CLASS II
 DA1101
 DA1101.The horizontal coordinates were scaled from a topographic map and have
 DA1101.an estimated accuracy of +/- 6 seconds.
 DA1101
 DA1101.The orthometric height was determined by differential leveling
 DA1101.and adjusted in June 1991.
 DA1101
 DA1101.The geoid height was determined by GEOID03.
 DA1101
 DA1101.The dynamic height is computed by dividing the NAVD 88
 DA1101.geopotential number by the normal gravity value computed on the
 DA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1101.degrees latitude (g = 980.6199 gals.).
 DA1101
 DA1101.The modeled gravity was interpolated from observed gravity values.
 DA1101
 DA1101;                    North         East    Units  Estimated Accuracy
 DA1101;SPC AZ W     -   198,920.      232,540.      MT  (+/- 180 meters Scaled)
 DA1101
 DA1101                          SUPERSEDED SURVEY CONTROL
 DA1101
 DA1101  NGVD 29 (??/??/92)  134.504  (m)          441.29   (f) ADJ UNCH    1 2
 DA1101
 DA1101.Superseded values are not recommended for survey control.
 DA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1101.See file dsdata.txt to determine how the superseded data were derived.
 DA1101
 DA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB616313(NAD 83)
 DA1101_MARKER: DB = BENCH MARK DISK
 DA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1101_STAMPING: B 322 1952
 DA1101_MARK LOGO: CGS   
 DA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1101+STABILITY: SURFACE MOTION
 DA1101
 DA1101  HISTORY     - Date     Condition        Report By
 DA1101  HISTORY     - 1952     MONUMENTED       CGS
 DA1101  HISTORY     - 1981     GOOD             NGS
 DA1101  HISTORY     - 1981     GOOD             NGS
 DA1101
 DA1101                          STATION DESCRIPTION
 DA1101
 DA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1101'5.9 MI SW FROM AZTEC.
 DA1101'5.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1101'THE WATER TANK AT AZTEC, 0.2 MILES SOUTHWEST OF DATELAND, 126 FEET
 DA1101'SOUTH OF UNITED STATES HIGHWAY 80, 45 FEET NORTH OF THE NORTH RAIL OF
 DA1101'THE MAIN TRACK, 3.1 FEET SOUTHWEST OF MILEPOST 806, 2 FEET NORTHEAST
 DA1101'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 DA1101'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1101
 DA1101                          STATION RECOVERY (1981)
 DA1101
 DA1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1101'RECOVERED IN GOOD CONDITION.
 DA1101
 DA1101                          STATION RECOVERY (1981)
 DA1101
 DA1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1085 ***********************************************************************
 DA1085  DESIGNATION -  B 323
 DA1085  PID         -  DA1085
 DA1085  STATE/COUNTY-  AZ/YUMA
 DA1085  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1085
 DA1085                         *CURRENT SURVEY CONTROL
 DA1085  ___________________________________________________________________
 DA1085* NAD 83(1986)-  32 44 04.     (N)    113 42 09.     (W)     SCALED    
 DA1085* NAVD 88     -       122.140  (meters)     400.72   (feet)  ADJUSTED  
 DA1085  ___________________________________________________________________
 DA1085  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1085  DYNAMIC HT  -         122.002 (meters)     400.27  (feet)  COMP
 DA1085  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 DA1085
 DA1085  VERT ORDER  -  FIRST     CLASS II
 DA1085
 DA1085.The horizontal coordinates were scaled from a topographic map and have
 DA1085.an estimated accuracy of +/- 6 seconds.
 DA1085
 DA1085.The orthometric height was determined by differential leveling
 DA1085.and adjusted in June 1991.
 DA1085
 DA1085.The geoid height was determined by GEOID03.
 DA1085
 DA1085.The dynamic height is computed by dividing the NAVD 88
 DA1085.geopotential number by the normal gravity value computed on the
 DA1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1085.degrees latitude (g = 980.6199 gals.).
 DA1085
 DA1085.The modeled gravity was interpolated from observed gravity values.
 DA1085
 DA1085;                    North         East    Units  Estimated Accuracy
 DA1085;SPC AZ W     -   192,310.      217,810.      MT  (+/- 180 meters Scaled)
 DA1085
 DA1085                          SUPERSEDED SURVEY CONTROL
 DA1085
 DA1085  NGVD 29 (??/??/92)  121.515  (m)          398.67   (f) ADJ UNCH    1 2
 DA1085
 DA1085.Superseded values are not recommended for survey control.
 DA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1085.See file dsdata.txt to determine how the superseded data were derived.
 DA1085
 DA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB467250(NAD 83)
 DA1085_MARKER: DB = BENCH MARK DISK
 DA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1085_STAMPING: B 323 1952
 DA1085_MARK LOGO: CGS   
 DA1085_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1085+STABILITY: SURFACE MOTION
 DA1085
 DA1085  HISTORY     - Date     Condition        Report By
 DA1085  HISTORY     - 1952     MONUMENTED       CGS
 DA1085  HISTORY     - 1960     GOOD             NGS
 DA1085  HISTORY     - 1981     GOOD             NGS
 DA1085  HISTORY     - 1981     GOOD             NGS
 DA1085
 DA1085                          STATION DESCRIPTION
 DA1085
 DA1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1085'3.2 MI E FROM MOHAWK.
 DA1085'2.85 MILES EASTWARD ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.35 MILE
 DA1085'WEST ALONG THE HIGHWAY FROM HIGHWAY MILE POST 60 AND TRAVERSE STATION
 DA1085'KIM, 107 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48.3 FEET NORTH
 DA1085'FROM THE CENTER LINE OF THE RAILROAD TRACKS, 2 FEET EAST FROM RAILROAD
 DA1085'MILE POST 796.2 FEET WEST FROM A WHITE WOODEN WITNESS POST, SET IN THE
 DA1085'TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 DA1085
 DA1085                          STATION RECOVERY (1981)
 DA1085
 DA1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1085'26.2 KM (16.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1085'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 796, 9.4 M (31.0 FT)
 DA1085'SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 14.6 M (48.0 FT)
 DA1085'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 0.6 M (2.0 FT)
 DA1085'NORTHEAST OF THE MILEPOLE.
 DA1085'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1085'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA1085
 DA1085                          STATION RECOVERY (1981)
 DA1085
 DA1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1085'26.2 KM (16.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1085'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 796, 9.4 M (31.0 FT)
 DA1085'SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 14.6 M (48.0 FT)
 DA1085'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 0.6 M (2.0 FT)
 DA1085'NORTHEAST OF THE MILEPOLE.
 DA1085'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1085'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0420 ***********************************************************************
 CY0420  DESIGNATION -  B 324
 CY0420  PID         -  CY0420
 CY0420  STATE/COUNTY-  AZ/COCHISE
 CY0420  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0420
 CY0420                         *CURRENT SURVEY CONTROL
 CY0420  ___________________________________________________________________
 CY0420* NAD 83(1986)-  32 20 24.     (N)    109 45 11.     (W)     SCALED    
 CY0420* NAVD 88     -      1333.051  (meters)    4373.52   (feet)  ADJUSTED  
 CY0420  ___________________________________________________________________
 CY0420  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0420  DYNAMIC HT  -        1331.068 (meters)    4367.01  (feet)  COMP
 CY0420  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 CY0420
 CY0420  VERT ORDER  -  FIRST     CLASS II
 CY0420
 CY0420.The horizontal coordinates were scaled from a topographic map and have
 CY0420.an estimated accuracy of +/- 6 seconds.
 CY0420
 CY0420.The orthometric height was determined by differential leveling
 CY0420.and adjusted in June 1991.
 CY0420
 CY0420.The geoid height was determined by GEOID03.
 CY0420
 CY0420.The dynamic height is computed by dividing the NAVD 88
 CY0420.geopotential number by the normal gravity value computed on the
 CY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0420.degrees latitude (g = 980.6199 gals.).
 CY0420
 CY0420.The modeled gravity was interpolated from observed gravity values.
 CY0420
 CY0420;                    North         East    Units  Estimated Accuracy
 CY0420;SPC AZ E     -   148,640.      252,300.      MT  (+/- 180 meters Scaled)
 CY0420
 CY0420                          SUPERSEDED SURVEY CONTROL
 CY0420
 CY0420  NGVD 29 (??/??/92) 1332.274  (m)         4370.97   (f) ADJ UNCH    1 2
 CY0420
 CY0420.Superseded values are not recommended for survey control.
 CY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0420.See file dsdata.txt to determine how the superseded data were derived.
 CY0420
 CY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA173788(NAD 83)
 CY0420_MARKER: DB = BENCH MARK DISK
 CY0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0420_STAMPING: B 324 1952
 CY0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0420+STABILITY: SURFACE MOTION
 CY0420
 CY0420  HISTORY     - Date     Condition        Report By
 CY0420  HISTORY     - 1952     MONUMENTED       CGS
 CY0420  HISTORY     - 1960     GOOD             NGS
 CY0420  HISTORY     - 1979     GOOD             NGS
 CY0420
 CY0420                          STATION DESCRIPTION
 CY0420
 CY0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0420'7.6 MI NE FROM WILLCOX.
 CY0420'7.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0420'THE STATION AT WILLCOX, AT RASO, 0.1 MILE SOUTHEAST OF STATE HIGHWAY
 CY0420'86, 220.0 FEET NORTHWEST OF THE STATION SIGN AT RASO, 185.0 FEET WEST
 CY0420'OF THE SOUTHWEST CORNER OF THE ABANDONED STATION BUILDING, 181 1/2
 CY0420'FEET NORTHWEST OF THE NORTHWEST RAIL, 50 1/2 FEET SOUTHEAST OF THE
 CY0420'CENTER LINE OF THE OLD HIGHWAY, 9 1/2 FEET SOUTHWEST OF THE CENTER
 CY0420'LINE OF A GATE, 3.2 FEET NORTHEAST OF A WITNESS POST, 1.8 FEET
 CY0420'NORTHWEST OF A FENCE, AND ABOUT LEVEL WITH THE OLD HIGHWAY, AND SET IN
 CY0420'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CY0420'NOTE-- STATION SIGN AT RASO IS GONE.  STATION BUILDING AT RASO HAS
 CY0420'BEEN REMOVED.
 CY0420
 CY0420                          STATION RECOVERY (1960)
 CY0420
 CY0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0420'RECOVERED IN GOOD CONDITION.
 CY0420
 CY0420                          STATION RECOVERY (1979)
 CY0420
 CY0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0369 ***********************************************************************
 CY0369  DESIGNATION -  B 325
 CY0369  PID         -  CY0369
 CY0369  STATE/COUNTY-  AZ/COCHISE
 CY0369  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0369
 CY0369                         *CURRENT SURVEY CONTROL
 CY0369  ___________________________________________________________________
 CY0369* NAD 83(1986)-  32 07 47.     (N)    109 54 46.     (W)     SCALED    
 CY0369* NAVD 88     -      1269.50   (+/-2cm)    4165.0    (feet)  VERTCON   
 CY0369  ___________________________________________________________________
 CY0369  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0369
 CY0369.The horizontal coordinates were scaled from a topographic map and have
 CY0369.an estimated accuracy of +/- 6 seconds.
 CY0369
 CY0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0369.The vertical order pertains to the NGVD 29 superseded value.
 CY0369
 CY0369.The geoid height was determined by GEOID03.
 CY0369
 CY0369;                    North         East    Units  Estimated Accuracy
 CY0369;SPC AZ E     -   125,280.      237,320.      MT  (+/- 180 meters Scaled)
 CY0369
 CY0369                          SUPERSEDED SURVEY CONTROL
 CY0369
 CY0369  NGVD 29 (??/??/92) 1268.743  (m)         4162.53   (f) ADJ UNCH    1 2
 CY0369
 CY0369.Superseded values are not recommended for survey control.
 CY0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0369.See file dsdata.txt to determine how the superseded data were derived.
 CY0369
 CY0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA025553(NAD 83)
 CY0369_MARKER: DB = BENCH MARK DISK
 CY0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0369_STAMPING: B 325 1952
 CY0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0369+STABILITY: SURFACE MOTION
 CY0369
 CY0369  HISTORY     - Date     Condition        Report By
 CY0369  HISTORY     - 1952     MONUMENTED       CGS
 CY0369  HISTORY     - 1958     GOOD             NGS
 CY0369
 CY0369                          STATION DESCRIPTION
 CY0369
 CY0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0369'1.2 MI NE FROM COCHISE.
 CY0369'1.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0369'THE STATION AT COCHISE, 0.15 MILE NORTHEAST OF MILEPOLE NUMBER 1065,
 CY0369'AT SEMAPHORE NUMBER 1065.1, 79.0 FEET SOUTH ACROSS THE TRACKS FROM A
 CY0369'SEMAPHORE, 57.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 40.1 FEET
 CY0369'NORTHWEST OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 CY0369'1/2 FEET LOWER THAN THE TOP OF THE TRACKS, AND SET IN THE TOP OF A
 CY0369'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0369
 CY0369                          STATION RECOVERY (1958)
 CY0369
 CY0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CY0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0031 ***********************************************************************
 CG0031  DESIGNATION -  B 326
 CG0031  PID         -  CG0031
 CG0031  STATE/COUNTY-  AZ/COCHISE
 CG0031  USGS QUAD   -  SAINT DAVID (1973)
 CG0031
 CG0031                         *CURRENT SURVEY CONTROL
 CG0031  ___________________________________________________________________
 CG0031* NAD 83(1986)-  31 57 46.     (N)    110 12 27.     (W)     SCALED    
 CG0031* NAVD 88     -      1181.96   (+/-2cm)    3877.8    (feet)  VERTCON   
 CG0031  ___________________________________________________________________
 CG0031  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CG0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0031
 CG0031.The horizontal coordinates were scaled from a topographic map and have
 CG0031.an estimated accuracy of +/- 6 seconds.
 CG0031
 CG0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0031.The vertical order pertains to the NGVD 29 superseded value.
 CG0031
 CG0031.The geoid height was determined by GEOID03.
 CG0031
 CG0031;                    North         East    Units  Estimated Accuracy
 CG0031;SPC AZ E     -   106,740.      209,500.      MT  (+/- 180 meters Scaled)
 CG0031
 CG0031                          SUPERSEDED SURVEY CONTROL
 CG0031
 CG0031  NGVD 29 (??/??/92) 1181.147  (m)         3875.15   (f) ADJ UNCH    1 2
 CG0031
 CG0031.Superseded values are not recommended for survey control.
 CG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0031.See file dsdata.txt to determine how the superseded data were derived.
 CG0031
 CG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA748365(NAD 83)
 CG0031_MARKER: DB = BENCH MARK DISK
 CG0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0031_SP_SET: BRIDGE
 CG0031_STAMPING: B 326 1952
 CG0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0031
 CG0031  HISTORY     - Date     Condition        Report By
 CG0031  HISTORY     - 1952     MONUMENTED       CGS
 CG0031
 CG0031                          STATION DESCRIPTION
 CG0031
 CG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0031'6.2 MI E FROM BENSON.
 CG0031'6.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0031'STATION AT BENSON, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 CG0031'CONCRETE HEADWALL OF BRIDGE NO. 1038.92 OVER A WASH, ABOUT 0.1 MILE
 CG0031'NORTHWEST OF MILEPOLE 1039, 309.5 FEET SOUTHEAST OF SEMAPHORES 10388
 CG0031'AND 10389, 11.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.7 FOOT
 CG0031'SOUTHEAST OF THE NORTHWEST END OF A CONCRETE HEADWALL, ABOUT 3 FEET
 CG0031'LOWER THAN THE TOP OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0192 ***********************************************************************
 DU0192  DESIGNATION -  B 327
 DU0192  PID         -  DU0192
 DU0192  STATE/COUNTY-  AZ/GRAHAM
 DU0192  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU0192
 DU0192                         *CURRENT SURVEY CONTROL
 DU0192  ___________________________________________________________________
 DU0192* NAD 83(1986)-  33 15 16.     (N)    110 07 45.     (W)     SCALED    
 DU0192* NAVD 88     -      1223.657  (meters)    4014.61   (feet)  ADJUSTED  
 DU0192  ___________________________________________________________________
 DU0192  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DU0192  DYNAMIC HT  -        1221.928 (meters)    4008.94  (feet)  COMP
 DU0192  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 DU0192
 DU0192  VERT ORDER  -  SECOND    CLASS 0
 DU0192
 DU0192.The horizontal coordinates were scaled from a topographic map and have
 DU0192.an estimated accuracy of +/- 6 seconds.
 DU0192
 DU0192.The orthometric height was determined by differential leveling
 DU0192.and adjusted in June 1991.
 DU0192
 DU0192.The geoid height was determined by GEOID03.
 DU0192
 DU0192.The dynamic height is computed by dividing the NAVD 88
 DU0192.geopotential number by the normal gravity value computed on the
 DU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0192.degrees latitude (g = 980.6199 gals.).
 DU0192
 DU0192.The modeled gravity was interpolated from observed gravity values.
 DU0192
 DU0192;                    North         East    Units  Estimated Accuracy
 DU0192;SPC AZ E     -   249,970.      216,850.      MT  (+/- 180 meters Scaled)
 DU0192
 DU0192                          SUPERSEDED SURVEY CONTROL
 DU0192
 DU0192  NGVD 29 (??/??/92) 1223.018  (m)         4012.52   (f) ADJ UNCH    2 0
 DU0192
 DU0192.Superseded values are not recommended for survey control.
 DU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0192.See file dsdata.txt to determine how the superseded data were derived.
 DU0192
 DU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB811798(NAD 83)
 DU0192_MARKER: DB = BENCH MARK DISK
 DU0192_SETTING: 66 = SET IN ROCK OUTCROP
 DU0192_SP_SET: BEDROCK
 DU0192_STAMPING: B 327 1952
 DU0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0192+STABILITY: POSITION/ELEVATION WELL
 DU0192
 DU0192  HISTORY     - Date     Condition        Report By
 DU0192  HISTORY     - 1952     MONUMENTED       CGS
 DU0192
 DU0192                          STATION DESCRIPTION
 DU0192
 DU0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0192'7.0 MI NE FROM CALVA.
 DU0192'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0192'COMPANY RAILROAD STATION AT CALVA, THENCE 6.5 MILES NORTHEAST ALONG
 DU0192'THE CALVA - ASH CREEK ROAD, ON THE WEST SLOPE OF A GRADE, ON THE
 DU0192'OUTSIDE OF A CURVE, SET IN THE TOP OF A WHITE SANDSTONE BEDROCK,
 DU0192'PROJECTING 1 FOOT ABOVE THE GROUND, 22 FEET NORTH OF THE CENTER LINE
 DU0192'OF THE ROAD, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0385 ***********************************************************************
 ES0385  DESIGNATION -  B 329
 ES0385  PID         -  ES0385
 ES0385  STATE/COUNTY-  AZ/YAVAPAI
 ES0385  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0385
 ES0385                         *CURRENT SURVEY CONTROL
 ES0385  ___________________________________________________________________
 ES0385* NAD 83(1986)-  34 20 57.     (N)    111 41 52.     (W)     SCALED    
 ES0385* NAVD 88     -       822.14   (+/-2cm)    2697.3    (feet)  VERTCON   
 ES0385  ___________________________________________________________________
 ES0385  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ES0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0385
 ES0385.The horizontal coordinates were scaled from a topographic map and have
 ES0385.an estimated accuracy of +/- 6 seconds.
 ES0385
 ES0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0385.The vertical order pertains to the NGVD 29 superseded value.
 ES0385
 ES0385.The geoid height was determined by GEOID03.
 ES0385
 ES0385;                    North         East    Units  Estimated Accuracy
 ES0385;SPC AZ C     -   371,400.      233,500.      MT  (+/- 180 meters Scaled)
 ES0385
 ES0385                          SUPERSEDED SURVEY CONTROL
 ES0385
 ES0385  NGVD 29 (??/??/92)  821.443  (m)         2695.02   (f) ADJ UNCH    2 0
 ES0385
 ES0385.Superseded values are not recommended for survey control.
 ES0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0385.See file dsdata.txt to determine how the superseded data were derived.
 ES0385
 ES0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD358010(NAD 83)
 ES0385_MARKER: DB = BENCH MARK DISK
 ES0385_SETTING: 66 = SET IN ROCK OUTCROP
 ES0385_SP_SET: ROCK OUTCROP
 ES0385_STAMPING: B 329 1952
 ES0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0385+STABILITY: POSITION/ELEVATION WELL
 ES0385
 ES0385  HISTORY     - Date     Condition        Report By
 ES0385  HISTORY     - 1952     MONUMENTED       CGS
 ES0385
 ES0385                          STATION DESCRIPTION
 ES0385
 ES0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0385'0.9 MI E FROM VERDE HOT SPRINGS.
 ES0385'0.9 MILE EAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS HOTEL,
 ES0385'ABOUT 0.05 MILE SOUTHEAST OF A ROAD LEADING TO THE POWER PLANT IN
 ES0385'VERDE HOT SPRINGS, 113 FEET EAST OF THE EAST CORNER OF A LARGE POWER
 ES0385'TRANSMITTING STATION (SLOPING DISTANCE), 94 FEET NORTHWEST OF A CATTLE
 ES0385'GUARD, 27 FEET NORTHEAST OF THE CENTER LINE AND ABOUT 7 FEET HIGHER
 ES0385'THAN THE ROAD (SLOPING DISTANCE), AND IN A 2-FOOT BY 2-FOOT BROWN ROCK
 ES0385'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1806 ***********************************************************************
 DV1806  DESIGNATION -  B 33 A
 DV1806  PID         -  DV1806
 DV1806  STATE/COUNTY-  AZ/MARICOPA
 DV1806  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1806
 DV1806                         *CURRENT SURVEY CONTROL
 DV1806  ___________________________________________________________________
 DV1806* NAD 83(1986)-  33 40 09.     (N)    112 07 50.     (W)     SCALED    
 DV1806* NAVD 88     -       413.807  (meters)    1357.63   (feet)  ADJUSTED  
 DV1806  ___________________________________________________________________
 DV1806  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DV1806  DYNAMIC HT  -         413.324 (meters)    1356.05  (feet)  COMP
 DV1806  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 DV1806
 DV1806  VERT ORDER  -  SECOND    CLASS I
 DV1806
 DV1806.The horizontal coordinates were scaled from a topographic map and have
 DV1806.an estimated accuracy of +/- 6 seconds.
 DV1806
 DV1806.The orthometric height was determined by differential leveling
 DV1806.and adjusted in November 1993.
 DV1806
 DV1806.The geoid height was determined by GEOID03.
 DV1806
 DV1806.The dynamic height is computed by dividing the NAVD 88
 DV1806.geopotential number by the normal gravity value computed on the
 DV1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1806.degrees latitude (g = 980.6199 gals.).
 DV1806
 DV1806.The modeled gravity was interpolated from observed gravity values.
 DV1806
 DV1806;                    North         East    Units  Estimated Accuracy
 DV1806;SPC AZ C     -   295,980.      193,530.      MT  (+/- 180 meters Scaled)
 DV1806
 DV1806                          SUPERSEDED SURVEY CONTROL
 DV1806
 DV1806.No superseded survey control is available for this station.
 DV1806
 DV1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC951260(NAD 83)
 DV1806_MARKER: DD = SURVEY DISK
 DV1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1806_SP_SET: CONCRETE POST
 DV1806_MARK LOGO: AZ0370
 DV1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1806+STABILITY: SURFACE MOTION
 DV1806
 DV1806  HISTORY     - Date     Condition        Report By
 DV1806  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1806  HISTORY     - 1984     GOOD             AZDT
 DV1806  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV1806
 DV1806                          STATION DESCRIPTION
 DV1806
 DV1806'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1806'IN PHOENIX.
 DV1806'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1806'TRAVEL WEST ALONG BEARDSLY ROAD FOR 1.61 KM (1.0 MI) TO 33RD AVENUE
 DV1806'AND BEARDSLY ROAD AND THE MARK AT THE INTERSECTION, A CITY OF PHOENIX
 DV1806'BRASS CAP IN A CONCRETE POST FLUSH WITH THE ASPHALT, 23.96 METERS
 DV1806'(78.60 FT) SOUTHEAST OF LIGHT POLE 24167, AND 17.74 METERS (58.20 FT)
 DV1806'NORTHEAST OF FIRE HYDRANT ON SOUTHWEST CORNER.  NOTE--THE MARK IS NOT
 DV1806'STAMPED.
 DV1806
 DV1806                          STATION RECOVERY (2007)
 DV1806
 DV1806'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1806'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV1806'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0400 ***********************************************************************
 ES0400  DESIGNATION -  B 330
 ES0400  PID         -  ES0400
 ES0400  STATE/COUNTY-  AZ/YAVAPAI
 ES0400  USGS QUAD   -  ARNOLD MESA (1967)
 ES0400
 ES0400                         *CURRENT SURVEY CONTROL
 ES0400  ___________________________________________________________________
 ES0400* NAD 83(1986)-  34 24 37.     (N)    111 58 35.     (W)     SCALED    
 ES0400* NAVD 88     -      1276.72   (+/-2cm)    4188.7    (feet)  VERTCON   
 ES0400  ___________________________________________________________________
 ES0400  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ES0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0400
 ES0400.The horizontal coordinates were scaled from a topographic map and have
 ES0400.an estimated accuracy of +/- 6 seconds.
 ES0400
 ES0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0400.The vertical order pertains to the NGVD 29 superseded value.
 ES0400
 ES0400.The geoid height was determined by GEOID03.
 ES0400
 ES0400;                    North         East    Units  Estimated Accuracy
 ES0400;SPC AZ C     -   378,160.      207,870.      MT  (+/- 180 meters Scaled)
 ES0400
 ES0400                          SUPERSEDED SURVEY CONTROL
 ES0400
 ES0400  NGVD 29 (??/??/92) 1275.970  (m)         4186.24   (f) ADJ UNCH    2 0
 ES0400
 ES0400.Superseded values are not recommended for survey control.
 ES0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0400.See file dsdata.txt to determine how the superseded data were derived.
 ES0400
 ES0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD102080(NAD 83)
 ES0400_MARKER: DB = BENCH MARK DISK
 ES0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0400_STAMPING: B 330 1952
 ES0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0400+STABILITY: SURFACE MOTION
 ES0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0400+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0400
 ES0400  HISTORY     - Date     Condition        Report By
 ES0400  HISTORY     - 1952     MONUMENTED       CGS
 ES0400  HISTORY     - 20080816 POOR             GEOCAC
 ES0400  HISTORY     - 20080925 GOOD             GEOCAC
 ES0400
 ES0400                          STATION DESCRIPTION
 ES0400
 ES0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0400'4.0 MI NW FROM DUGAS.
 ES0400'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0400'3.4 MILES NORTH ALONG A DIM TRACK ROAD, IN A VALLEY BETWEEN TWO HILLS,
 ES0400'ON THE EAST SLOPE OF A GRASS COVERED HILL, 0.5 MILE NORTH OF A WIRE
 ES0400'GATE ACROSS THE ROAD, ABOUT 150 YARDS EAST OF THE EAST BASE OF A LONE
 ES0400'ROUND HILL, 20 FEET WEST OF THE CENTER LINE AND ABOUT 2 FEET HIGHER
 ES0400'THAN THE ROAD, 3.6 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF
 ES0400'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ES0400
 ES0400                          STATION RECOVERY (2008)
 ES0400
 ES0400'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0400'SURFACE OF MARK HAS BEEN BATTERED, MARKINGS ARE DISCERNIBLE ON CLOSE
 ES0400'INSPECTION.  OTHERWISE MARK AND POST ARE UNDISTURBED.
 ES0400
 ES0400                          STATION RECOVERY (2008)
 ES0400
 ES0400'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0400'RECOVERED IN GOOD CONDITION.  SURFACE OF DISK HAS BEEN VANDALIZED, BUT
 ES0400'STAMPING IS READABLE
 ES0400'ON CLOSE EXAMINATION. HANDHELD GPSR INDICATED COORDINATES OF N 34
 ES0400'24.608' W 111.58.587'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0292 ***********************************************************************
 CY0292  DESIGNATION -  B 331
 CY0292  PID         -  CY0292
 CY0292  STATE/COUNTY-  AZ/COCHISE
 CY0292  USGS QUAD   -  OLGA (1974)
 CY0292
 CY0292                         *CURRENT SURVEY CONTROL
 CY0292  ___________________________________________________________________
 CY0292* NAD 83(1986)-  32 18 07.     (N)    109 22 15.     (W)     SCALED    
 CY0292* NAVD 88     -      1110.353  (meters)    3642.88   (feet)  ADJUSTED  
 CY0292  ___________________________________________________________________
 CY0292  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0292  DYNAMIC HT  -        1108.722 (meters)    3637.53  (feet)  COMP
 CY0292  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 CY0292
 CY0292  VERT ORDER  -  FIRST     CLASS II
 CY0292
 CY0292.The horizontal coordinates were scaled from a topographic map and have
 CY0292.an estimated accuracy of +/- 6 seconds.
 CY0292
 CY0292.The orthometric height was determined by differential leveling
 CY0292.and adjusted in June 1991.
 CY0292
 CY0292.The geoid height was determined by GEOID03.
 CY0292
 CY0292.The dynamic height is computed by dividing the NAVD 88
 CY0292.geopotential number by the normal gravity value computed on the
 CY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0292.degrees latitude (g = 980.6199 gals.).
 CY0292
 CY0292.The modeled gravity was interpolated from observed gravity values.
 CY0292
 CY0292;                    North         East    Units  Estimated Accuracy
 CY0292;SPC AZ E     -   144,620.      288,310.      MT  (+/- 180 meters Scaled)
 CY0292
 CY0292                          SUPERSEDED SURVEY CONTROL
 CY0292
 CY0292  NGVD 29 (??/??/92) 1109.876  (m)         3641.32   (f) ADJ UNCH    1 2
 CY0292
 CY0292.Superseded values are not recommended for survey control.
 CY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0292.See file dsdata.txt to determine how the superseded data were derived.
 CY0292
 CY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA533750(NAD 83)
 CY0292_MARKER: DB = BENCH MARK DISK
 CY0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0292_STAMPING: B 331 1952
 CY0292_PROJECTION: PROJECTING 18 CENTIMETERS
 CY0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0292+STABILITY: SURFACE MOTION
 CY0292
 CY0292  HISTORY     - Date     Condition        Report By
 CY0292  HISTORY     - 1953     MONUMENTED       CGS
 CY0292  HISTORY     - 1953     GOOD             NGS
 CY0292  HISTORY     - 1979     GOOD             NGS
 CY0292
 CY0292                          STATION DESCRIPTION
 CY0292
 CY0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0292'7.05 MI E FROM BOWIE.
 CY0292'7.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0292'AT BOWIE, 1.5 MILES WEST OF THE STATION SIGN AT OLGA, 0.45 MILE EAST
 CY0292'OF MILEPOST 1105, 102 FEET SOUTH OF THE SOUTH RAIL, 98 FEET NORTH OF
 CY0292'THE CENTER LINE OF STATE HIGHWAY 86, 4.3 FEET SOUTHEAST OF A VERTICAL
 CY0292'RAIL, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CY0292'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CY0292
 CY0292                          STATION RECOVERY (1979)
 CY0292
 CY0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0292'11.3 KILOMETERS (7.1 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0292'FROM THE STATION AT BOWIE, 0.8 KILOMETER (0.5 MILE) EAST OF MILE
 CY0292'POST 1105, 31.0 METERS (102 FEET) SOUTH OF THE SOUTH RAIL, 28.9 METERS
 CY0292'(95 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD AND 22.8
 CY0292'METERS (75 FEET) SOUTHWEST OF THE SECOND TELEPHONE POLE EAST OF A
 CY0292'RAILROAD SIGNAL LIGHT.  THE MARK IS LEVEL WITH THE FRONTAGE ROAD.
 CY0292'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0292'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0530 ***********************************************************************
 DA0530  DESIGNATION -  B 332
 DA0530  PID         -  DA0530
 DA0530  STATE/COUNTY-  AZ/MARICOPA
 DA0530  USGS QUAD   -  MIDWAY (1986)
 DA0530
 DA0530                         *CURRENT SURVEY CONTROL
 DA0530  ___________________________________________________________________
 DA0530* NAD 83(1986)-  32 39 20.     (N)    112 51 15.     (W)     SCALED    
 DA0530* NAVD 88     -       346.950  (meters)    1138.29   (feet)  ADJUSTED  
 DA0530  ___________________________________________________________________
 DA0530  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DA0530  DYNAMIC HT  -         346.528 (meters)    1136.90  (feet)  COMP
 DA0530  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 DA0530
 DA0530  VERT ORDER  -  FIRST     CLASS II
 DA0530
 DA0530.The horizontal coordinates were scaled from a topographic map and have
 DA0530.an estimated accuracy of +/- 6 seconds.
 DA0530
 DA0530.The orthometric height was determined by differential leveling
 DA0530.and adjusted in June 1991.
 DA0530
 DA0530.The geoid height was determined by GEOID03.
 DA0530
 DA0530.The dynamic height is computed by dividing the NAVD 88
 DA0530.geopotential number by the normal gravity value computed on the
 DA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0530.degrees latitude (g = 980.6199 gals.).
 DA0530
 DA0530.The modeled gravity was interpolated from observed gravity values.
 DA0530
 DA0530;                    North         East    Units  Estimated Accuracy
 DA0530;SPC AZ C     -   183,940.      125,420.      MT  (+/- 180 meters Scaled)
 DA0530
 DA0530                          SUPERSEDED SURVEY CONTROL
 DA0530
 DA0530  NGVD 29 (??/??/92)  346.310  (m)         1136.19   (f) ADJ UNCH    1 2
 DA0530
 DA0530.Superseded values are not recommended for survey control.
 DA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0530.See file dsdata.txt to determine how the superseded data were derived.
 DA0530
 DA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261146(NAD 83)
 DA0530_MARKER: DB = BENCH MARK DISK
 DA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0530_STAMPING: B 332 1953
 DA0530_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0530+STABILITY: SURFACE MOTION
 DA0530
 DA0530  HISTORY     - Date     Condition        Report By
 DA0530  HISTORY     - 1953     MONUMENTED       CGS
 DA0530  HISTORY     - 1980     GOOD             NGS
 DA0530
 DA0530                          STATION DESCRIPTION
 DA0530
 DA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0530'21.5 MI N FROM AJO.
 DA0530'21.5 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0530'FROM THE STATION AT AJO, 21.9 MILES SOUTH OF GILA BEND, 3 POLES SOUTH
 DA0530'OF MILEPOLE 22, 95.3 FEET WEST OF THE WEST RAIL, 5 FEET NORTH OF A
 DA0530'TELEPHONE POLE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 DA0530'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0530'FOOT ABOVE THE GROUND.
 DA0530
 DA0530                          STATION RECOVERY (1980)
 DA0530
 DA0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0530'35.3 KM (21.95 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0530'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, ALSO 35.4 KM (22.0
 DA0530'MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILWAY FROM
 DA0530'THE MARTIN AVENUE CROSSING IN GILA BEND, 3 POLES SOUTH OF RAILWAY
 DA0530'MILEPOLE 22, SET IN LINE WITH A ROW OF IRON TELEGRAPH POLES, 29.0
 DA0530'METERS (95.3 FT) WEST OF THE WEST RAIL OF THE TRACKS, 67.4 METERS
 DA0530'(221 FT) EAST OF THE CENTERLINE OF A DIRT ROAD, 1.5 METERS (5.0 FT)
 DA0530'NORTH OF THE TELEGRAPH POLE.
 DA0530'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 DA0530'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0315 ***********************************************************************
 DA0315  DESIGNATION -  B 333
 DA0315  PID         -  DA0315
 DA0315  STATE/COUNTY-  AZ/PIMA
 DA0315  USGS QUAD   -  AJO NORTH (1990)
 DA0315
 DA0315                         *CURRENT SURVEY CONTROL
 DA0315  ___________________________________________________________________
 DA0315* NAD 83(1986)-  32 24 08.     (N)    112 51 13.     (W)     SCALED    
 DA0315* NAVD 88     -       494.413  (meters)    1622.09   (feet)  ADJUSTED  
 DA0315  ___________________________________________________________________
 DA0315  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0315  DYNAMIC HT  -         493.786 (meters)    1620.03  (feet)  COMP
 DA0315  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 DA0315
 DA0315  VERT ORDER  -  FIRST     CLASS II
 DA0315
 DA0315.The horizontal coordinates were scaled from a topographic map and have
 DA0315.an estimated accuracy of +/- 6 seconds.
 DA0315
 DA0315.The orthometric height was determined by differential leveling
 DA0315.and adjusted in June 1991.
 DA0315
 DA0315.The geoid height was determined by GEOID03.
 DA0315
 DA0315.The dynamic height is computed by dividing the NAVD 88
 DA0315.geopotential number by the normal gravity value computed on the
 DA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0315.degrees latitude (g = 980.6199 gals.).
 DA0315
 DA0315.The modeled gravity was interpolated from observed gravity values.
 DA0315
 DA0315;                    North         East    Units  Estimated Accuracy
 DA0315;SPC AZ C     -   155,850.      125,220.      MT  (+/- 180 meters Scaled)
 DA0315
 DA0315                          SUPERSEDED SURVEY CONTROL
 DA0315
 DA0315  NGVD 29 (??/??/92)  493.728  (m)         1619.84   (f) ADJ UNCH    1 2
 DA0315
 DA0315.Superseded values are not recommended for survey control.
 DA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0315.See file dsdata.txt to determine how the superseded data were derived.
 DA0315
 DA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA256865(NAD 83)
 DA0315_MARKER: DB = BENCH MARK DISK
 DA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0315_STAMPING: B 333 1953
 DA0315_PROJECTION: FLUSH
 DA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0315+STABILITY: SURFACE MOTION
 DA0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0315+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0315
 DA0315  HISTORY     - Date     Condition        Report By
 DA0315  HISTORY     - 1953     MONUMENTED       CGS
 DA0315  HISTORY     - 1980     GOOD             NGS
 DA0315  HISTORY     - 20060218 GOOD             USPSQD
 DA0315  HISTORY     - 20070603 GOOD             GEOCAC
 DA0315
 DA0315                          STATION DESCRIPTION
 DA0315
 DA0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0315'2.1 MI N FROM AJO.
 DA0315'2.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0315'THE STATION AT AJO, 0.5 MILE SOUTH OF MILEPOLE 41, 63.1 FEET EAST OF
 DA0315'THE EAST RAIL, 25 1/2 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 9.5
 DA0315'FEET WEST OF THE CENTER OF THE WEST ONE OF TWO 20-INCH WATER PIPE
 DA0315'LINES, 3 1/2 FEET SOUTH OF POWER LINE POLE 45, IN LINE WITH A ROW OF
 DA0315'POLES, 2.3 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 DA0315'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0315'THE GROUND.
 DA0315
 DA0315                          STATION RECOVERY (1980)
 DA0315
 DA0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0315'3.7 KM (2.3 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0315'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.6 KM (0.4 MI)
 DA0315'SOUTHWEST OF RAILWAY MILEPOST 41, AT A CATTLE GUARD IN THE DIRT ROAD
 DA0315'PARALLELING THE TRACKS, SET IN LINE WITH A ROW OF POWER POLES, 19.2
 DA0315'METERS (63.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 23.8
 DA0315'METERS (78.0 FT) SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE AT
 DA0315'THE CATTLE GUARD, 10.4 METERS (33.5 FT) SOUTHEAST OF THE CENTERLINE
 DA0315'OF THE DIRT ROAD, 1.1 METERS (3.5 FT) SOUTHWEST OF POWER POLE NUMBER
 DA0315'53.
 DA0315'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0315'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0315
 DA0315                          STATION RECOVERY (2006)
 DA0315
 DA0315'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0315'RECOVERED AS DESCRIBED.
 DA0315
 DA0315                          STATION RECOVERY (2007)
 DA0315
 DA0315'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0194 ***********************************************************************
 CG0194  DESIGNATION -  B 335
 CG0194  PID         -  CG0194
 CG0194  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0194  USGS QUAD   -  RIO RICO (1981)
 CG0194
 CG0194                         *CURRENT SURVEY CONTROL
 CG0194  ___________________________________________________________________
 CG0194* NAD 83(1986)-  31 26 29.     (N)    110 57 51.     (W)     SCALED    
 CG0194* NAVD 88     -      1062.90   (+/-2cm)    3487.2    (feet)  VERTCON   
 CG0194  ___________________________________________________________________
 CG0194  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0194
 CG0194.The horizontal coordinates were scaled from a topographic map and have
 CG0194.an estimated accuracy of +/- 6 seconds.
 CG0194
 CG0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0194.The vertical order pertains to the NGVD 29 superseded value.
 CG0194
 CG0194.The geoid height was determined by GEOID03.
 CG0194
 CG0194;                    North         East    Units  Estimated Accuracy
 CG0194;SPC AZ C     -    49,330.      303,900.      MT  (+/- 180 meters Scaled)
 CG0194
 CG0194                          SUPERSEDED SURVEY CONTROL
 CG0194
 CG0194  NGVD 29 (??/??/92) 1062.048  (m)         3484.40   (f) ADJ UNCH    1 2
 CG0194
 CG0194.Superseded values are not recommended for survey control.
 CG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0194.See file dsdata.txt to determine how the superseded data were derived.
 CG0194
 CG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV034785(NAD 83)
 CG0194_MARKER: DB = BENCH MARK DISK
 CG0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0194_SP_SET: ABUTMENT
 CG0194_STAMPING: B 335 1954
 CG0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0194
 CG0194  HISTORY     - Date     Condition        Report By
 CG0194  HISTORY     - 1954     MONUMENTED       CGS
 CG0194
 CG0194                          STATION DESCRIPTION
 CG0194
 CG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0194'8.35 MI N FROM NOGALES.
 CG0194'8.35 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0194'STATION AT NOGALES, AT BRIDGE 1041.45, IN THE TOP OF THE WEST END OF
 CG0194'THE SOUTH CONCRETE ABUTMENT, 5.4 FEET WEST OF THE WEST RAIL, AND ABOUT
 CG0194'1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0471 ***********************************************************************
 DA0471  DESIGNATION -  B 336
 DA0471  PID         -  DA0471
 DA0471  STATE/COUNTY-  AZ/PIMA
 DA0471  USGS QUAD   -  AJO NORTH (1990)
 DA0471
 DA0471                         *CURRENT SURVEY CONTROL
 DA0471  ___________________________________________________________________
 DA0471* NAD 83(1986)-  32 22 31.     (N)    112 48 46.     (W)     SCALED    
 DA0471* NAVD 88     -       496.045  (meters)    1627.44   (feet)  ADJUSTED  
 DA0471  ___________________________________________________________________
 DA0471  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0471  DYNAMIC HT  -         495.409 (meters)    1625.35  (feet)  COMP
 DA0471  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 DA0471
 DA0471  VERT ORDER  -  FIRST     CLASS II
 DA0471
 DA0471.The horizontal coordinates were scaled from a topographic map and have
 DA0471.an estimated accuracy of +/- 6 seconds.
 DA0471
 DA0471.The orthometric height was determined by differential leveling
 DA0471.and adjusted in June 1991.
 DA0471
 DA0471.The geoid height was determined by GEOID03.
 DA0471
 DA0471.The dynamic height is computed by dividing the NAVD 88
 DA0471.geopotential number by the normal gravity value computed on the
 DA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0471.degrees latitude (g = 980.6199 gals.).
 DA0471
 DA0471.The modeled gravity was interpolated from observed gravity values.
 DA0471
 DA0471;                    North         East    Units  Estimated Accuracy
 DA0471;SPC AZ C     -   152,830.      129,040.      MT  (+/- 180 meters Scaled)
 DA0471
 DA0471                          SUPERSEDED SURVEY CONTROL
 DA0471
 DA0471  NGVD 29 (??/??/92)  495.364  (m)         1625.21   (f) ADJ UNCH    1 2
 DA0471
 DA0471.Superseded values are not recommended for survey control.
 DA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0471.See file dsdata.txt to determine how the superseded data were derived.
 DA0471
 DA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA294834(NAD 83)
 DA0471_MARKER: DB = BENCH MARK DISK
 DA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0471_STAMPING: B 336 1961
 DA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0471+STABILITY: SURFACE MOTION
 DA0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0471+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0471
 DA0471  HISTORY     - Date     Condition        Report By
 DA0471  HISTORY     - 1961     MONUMENTED       CGS
 DA0471  HISTORY     - 1981     GOOD             NGS
 DA0471  HISTORY     - 20060218 GOOD             USPSQD
 DA0471
 DA0471                          STATION DESCRIPTION
 DA0471
 DA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0471'3.35 MI E FROM AJO.
 DA0471'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0471'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0471'STATE HIGHWAY 85.  THENCE 1.8 MILES EAST ALONG A DIRT ROAD WHICH
 DA0471'FOLLOWS A PIPE LINE.  0.6 MILE EAST OF A STEEL FRAMED GATE ACROSS THE
 DA0471'ROAD, 76 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF
 DA0471'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 DA0471'A CONCRETE POST PROJECTING 1 INCH.
 DA0471
 DA0471                          STATION RECOVERY (1981)
 DA0471
 DA0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0471'RECOVERED IN GOOD CONDITION.
 DA0471
 DA0471                          STATION RECOVERY (2006)
 DA0471
 DA0471'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0471'RECOVERED AS DESCRIBED. WITNESS POST BROKEN OFF.  GPS N32.22.45.2
 DA0471'W112.47.49.1
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0234 ***********************************************************************
 DA0234  DESIGNATION -  B 337
 DA0234  PID         -  DA0234
 DA0234  STATE/COUNTY-  AZ/PIMA
 DA0234  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0234
 DA0234                         *CURRENT SURVEY CONTROL
 DA0234  ___________________________________________________________________
 DA0234* NAD 83(1986)-  32 28 10.     (N)    112 16 33.     (W)     SCALED    
 DA0234* NAVD 88     -       667.24   (+/-2cm)    2189.1    (feet)  VERTCON   
 DA0234  ___________________________________________________________________
 DA0234  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0234
 DA0234.The horizontal coordinates were scaled from a topographic map and have
 DA0234.an estimated accuracy of +/- 6 seconds.
 DA0234
 DA0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0234.The vertical order pertains to the NGVD 29 superseded value.
 DA0234
 DA0234.The geoid height was determined by GEOID03.
 DA0234
 DA0234;                    North         East    Units  Estimated Accuracy
 DA0234;SPC AZ C     -   162,980.      179,600.      MT  (+/- 180 meters Scaled)
 DA0234
 DA0234                          SUPERSEDED SURVEY CONTROL
 DA0234
 DA0234  NGVD 29 (??/??/92)  666.553  (m)         2186.85   (f) ADJ UNCH    2 0
 DA0234
 DA0234.Superseded values are not recommended for survey control.
 DA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0234.See file dsdata.txt to determine how the superseded data were derived.
 DA0234
 DA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA801931(NAD 83)
 DA0234_MARKER: DB = BENCH MARK DISK
 DA0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0234_STAMPING: B 337 1961
 DA0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0234+STABILITY: SURFACE MOTION
 DA0234
 DA0234  HISTORY     - Date     Condition        Report By
 DA0234  HISTORY     - 1961     MONUMENTED       CGS
 DA0234
 DA0234                          STATION DESCRIPTION
 DA0234
 DA0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0234'2.0 MI W FROM VENTANA.
 DA0234'ABOUT 2.0 MILES WEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0234'VENTANA, 77 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH
 DA0234'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 DA0234'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0457 ***********************************************************************
 DA0457  DESIGNATION -  B 338
 DA0457  PID         -  DA0457
 DA0457  STATE/COUNTY-  AZ/PIMA
 DA0457  USGS QUAD   -  GUNSIGHT (1990)
 DA0457
 DA0457                         *CURRENT SURVEY CONTROL
 DA0457  ___________________________________________________________________
 DA0457* NAD 83(1986)-  32 07 51.     (N)    112 38 28.     (W)     SCALED    
 DA0457* NAVD 88     -       677.97   (+/-2cm)    2224.3    (feet)  VERTCON   
 DA0457  ___________________________________________________________________
 DA0457  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0457
 DA0457.The horizontal coordinates were scaled from a topographic map and have
 DA0457.an estimated accuracy of +/- 6 seconds.
 DA0457
 DA0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0457.The vertical order pertains to the NGVD 29 superseded value.
 DA0457
 DA0457.The geoid height was determined by GEOID03.
 DA0457
 DA0457;                    North         East    Units  Estimated Accuracy
 DA0457;SPC AZ C     -   125,600.      145,010.      MT  (+/- 180 meters Scaled)
 DA0457
 DA0457                          SUPERSEDED SURVEY CONTROL
 DA0457
 DA0457  NGVD 29 (??/??/92)  677.220  (m)         2221.85   (f) ADJ UNCH    2 0
 DA0457
 DA0457.Superseded values are not recommended for survey control.
 DA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0457.See file dsdata.txt to determine how the superseded data were derived.
 DA0457
 DA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA452561(NAD 83)
 DA0457_MARKER: DB = BENCH MARK DISK
 DA0457_SETTING: 80 = SET IN A BOULDER
 DA0457_SP_SET: BOULDER
 DA0457_STAMPING: B 338 1961
 DA0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0457+STABILITY: SURFACE MOTION
 DA0457
 DA0457  HISTORY     - Date     Condition        Report By
 DA0457  HISTORY     - 1961     MONUMENTED       CGS
 DA0457
 DA0457                          STATION DESCRIPTION
 DA0457
 DA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0457'23.45 MI SE FROM AJO.
 DA0457'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0457'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0457'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0457'THENCE 6.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, SET IN THE TOP
 DA0457'OF A BOULDER WHICH PROJECTS 14 INCHES, 25 FEET EAST OF THE CENTER LINE
 DA0457'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0266 ***********************************************************************
 DA0266  DESIGNATION -  B 339
 DA0266  PID         -  DA0266
 DA0266  STATE/COUNTY-  AZ/PIMA
 DA0266  USGS QUAD   -  PISINIMO (1990)
 DA0266
 DA0266                         *CURRENT SURVEY CONTROL
 DA0266  ___________________________________________________________________
 DA0266* NAD 83(1986)-  32 02 00.     (N)    112 18 46.     (W)     SCALED    
 DA0266* NAVD 88     -       578.75   (+/-2cm)    1898.8    (feet)  VERTCON   
 DA0266  ___________________________________________________________________
 DA0266  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0266
 DA0266.The horizontal coordinates were scaled from a topographic map and have
 DA0266.an estimated accuracy of +/- 6 seconds.
 DA0266
 DA0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0266.The vertical order pertains to the NGVD 29 superseded value.
 DA0266
 DA0266.The geoid height was determined by GEOID03.
 DA0266
 DA0266;                    North         East    Units  Estimated Accuracy
 DA0266;SPC AZ C     -   114,630.      175,950.      MT  (+/- 180 meters Scaled)
 DA0266
 DA0266                          SUPERSEDED SURVEY CONTROL
 DA0266
 DA0266  NGVD 29 (??/??/92)  578.068  (m)         1896.54   (f) ADJ UNCH    2 0
 DA0266
 DA0266.Superseded values are not recommended for survey control.
 DA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0266.See file dsdata.txt to determine how the superseded data were derived.
 DA0266
 DA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA760448(NAD 83)
 DA0266_MARKER: DB = BENCH MARK DISK
 DA0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0266_STAMPING: B 339 1961
 DA0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0266+STABILITY: SURFACE MOTION
 DA0266
 DA0266  HISTORY     - Date     Condition        Report By
 DA0266  HISTORY     - 1961     MONUMENTED       CGS
 DA0266
 DA0266                          STATION DESCRIPTION
 DA0266
 DA0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0266'0.35 MI SE FROM PISINIMO.
 DA0266'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0266'PISINIMO, AN INDIAN VILLAGE.  61 FEET NORTHEAST OF THE CENTER OF THE
 DA0266'JUNCTION OF THE DIRT ROAD AND A GRAVELED ROAD, 49 FEET EAST OF THE
 DA0266'CENTER LINE OF THE GRAVELED ROAD, 49 FEET NORTHEAST OF THE DIRT ROAD,
 DA0266'1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DA0266'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE-- THIS
 DA0266'MARK IS 0.5 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0266'WHICH PROJECTS 16 FEET AND IS NUMBERED 59.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0318 ***********************************************************************
 FP0318  DESIGNATION -  B 34
 FP0318  PID         -  FP0318
 FP0318  STATE/COUNTY-  AZ/APACHE
 FP0318  USGS QUAD   -  GANADO (1973)
 FP0318
 FP0318                         *CURRENT SURVEY CONTROL
 FP0318  ___________________________________________________________________
 FP0318* NAD 83(1986)-  35 42 53.     (N)    109 33 43.     (W)     SCALED    
 FP0318* NAVD 88     -      1936.732  (meters)    6354.09   (feet)  ADJUSTED  
 FP0318  ___________________________________________________________________
 FP0318  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0318  DYNAMIC HT  -        1934.099 (meters)    6345.46  (feet)  COMP
 FP0318  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 FP0318
 FP0318  VERT ORDER  -  FIRST     CLASS II
 FP0318
 FP0318.The horizontal coordinates were scaled from a topographic map and have
 FP0318.an estimated accuracy of +/- 6 seconds.
 FP0318
 FP0318.The orthometric height was determined by differential leveling
 FP0318.and adjusted in June 1991.
 FP0318
 FP0318.The geoid height was determined by GEOID03.
 FP0318
 FP0318.The dynamic height is computed by dividing the NAVD 88
 FP0318.geopotential number by the normal gravity value computed on the
 FP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0318.degrees latitude (g = 980.6199 gals.).
 FP0318
 FP0318.The modeled gravity was interpolated from observed gravity values.
 FP0318
 FP0318;                    North         East    Units  Estimated Accuracy
 FP0318;SPC AZ E     -   523,030.      268,080.      MT  (+/- 180 meters Scaled)
 FP0318
 FP0318                          SUPERSEDED SURVEY CONTROL
 FP0318
 FP0318  NGVD 29 (??/??/92) 1935.773  (m)         6350.95   (f) ADJ UNCH    1 2
 FP0318
 FP0318.Superseded values are not recommended for survey control.
 FP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0318.See file dsdata.txt to determine how the superseded data were derived.
 FP0318
 FP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE300532(NAD 83)
 FP0318_MARKER: DB = BENCH MARK DISK
 FP0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0318_STAMPING: 6350.949 B 34 1933
 FP0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0318+STABILITY: SURFACE MOTION
 FP0318
 FP0318  HISTORY     - Date     Condition        Report By
 FP0318  HISTORY     - 1933     MONUMENTED       CGS
 FP0318  HISTORY     - 1934     GOOD             NGS
 FP0318  HISTORY     - 1973     MARK NOT FOUND   USGS
 FP0318
 FP0318                          STATION DESCRIPTION
 FP0318
 FP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0318'0.4 MI NW FROM GANADO.
 FP0318'0.4 MILE NORTHWEST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 FP0318'OFFICE AT GANADO, APACHE COUNTY, NEAR THE MIDDLE OF A LONG CURVE
 FP0318'AROUND A KNOLL NORTH OF THE ROAD, 26 FEET SOUTH OF THE CENTERLINE OF
 FP0318'THE ROAD, 4 FEET SOUTH OF THE FIRST POLE EAST OF A POLE GUYED TO THE
 FP0318'SOUTH, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FP0318'6350.949 B 34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 FP0318'INCHES ABOVE GROUND.  NOTE-- CONSTRUCTION OF STATE HIGHWAY 264 MAY
 FP0318'HAVE LOST THE MARK.
 FP0318
 FP0318                          STATION RECOVERY (1973)
 FP0318
 FP0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FP0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0118 ***********************************************************************
 FR0118  DESIGNATION -  B 340
 FR0118  PID         -  FR0118
 FR0118  STATE/COUNTY-  AZ/YAVAPAI
 FR0118  USGS QUAD   -  ASH FORK (1979)
 FR0118
 FR0118                         *CURRENT SURVEY CONTROL
 FR0118  ___________________________________________________________________
 FR0118* NAD 83(1986)-  35 13 12.     (N)    112 27 08.     (W)     SCALED    
 FR0118* NAVD 88     -      1590.381  (meters)    5217.77   (feet)  POSTED    
 FR0118  ___________________________________________________________________
 FR0118  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 FR0118  DYNAMIC HT  -        1588.280 (meters)    5210.88  (feet)  COMP
 FR0118  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 FR0118
 FR0118  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0118
 FR0118.The horizontal coordinates were scaled from a topographic map and have
 FR0118.an estimated accuracy of +/- 6 seconds.
 FR0118
 FR0118.The orthometric height was determined by differential leveling
 FR0118.and adjusted by the  in 1992.
 FR0118.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0118.rate of 2.1 thru 3.0 mm/km.
 FR0118
 FR0118.The geoid height was determined by GEOID03.
 FR0118
 FR0118.The dynamic height is computed by dividing the NAVD 88
 FR0118.geopotential number by the normal gravity value computed on the
 FR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0118.degrees latitude (g = 980.6199 gals.).
 FR0118
 FR0118.The modeled gravity was interpolated from observed gravity values.
 FR0118
 FR0118;                    North         East    Units  Estimated Accuracy
 FR0118;SPC AZ C     -   468,110.      164,610.      MT  (+/- 180 meters Scaled)
 FR0118
 FR0118                          SUPERSEDED SURVEY CONTROL
 FR0118
 FR0118  NGVD 29 (??/??/92) 1589.510  (m)         5214.92   (f) ADJ UNCH    2 0
 FR0118
 FR0118.Superseded values are not recommended for survey control.
 FR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0118.See file dsdata.txt to determine how the superseded data were derived.
 FR0118
 FR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD678984(NAD 83)
 FR0118_MARKER: DB = BENCH MARK DISK
 FR0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0118_SP_SET: BRIDGE
 FR0118_STAMPING: B 340 1958
 FR0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0118
 FR0118  HISTORY     - Date     Condition        Report By
 FR0118  HISTORY     - 1958     MONUMENTED       CGS
 FR0118  HISTORY     - 1974     GOOD             USGS
 FR0118  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0118
 FR0118                          STATION DESCRIPTION
 FR0118
 FR0118'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0118'1.75 MI E FROM ASHFORK.
 FR0118'1.75 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND US HIGHWAY 66 FROM THE
 FR0118'POST OFFICE IN ASH FORK TO A CONCRETE BRIDGE, ON THE NORTH SIDE OF THE
 FR0118'WEST BOUND LANE, ONE FOOT FROM THE EAST END OF THE NORTH ABUTMENT OF
 FR0118'THE BRIDGE, SET IN A DRILL HOLE IN THE BRIDGE A STANDARD C AND GS
 FR0118'TABLET STAMPED B340 1958.
 FR0118
 FR0118                          STATION RECOVERY (1982)
 FR0118
 FR0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0118'NOT RECOVERED, BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0011 ***********************************************************************
 CH0011  DESIGNATION -  B 340
 CH0011  PID         -  CH0011
 CH0011  STATE/COUNTY-  AZ/PIMA
 CH0011  USGS QUAD   -  BAILEY PEAK (1988)
 CH0011
 CH0011                         *CURRENT SURVEY CONTROL
 CH0011  ___________________________________________________________________
 CH0011* NAD 83(1986)-  31 47 40.     (N)    112 23 02.     (W)     SCALED    
 CH0011* NAVD 88     -       519.62   (+/-2cm)    1704.8    (feet)  VERTCON   
 CH0011  ___________________________________________________________________
 CH0011  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CH0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0011
 CH0011.The horizontal coordinates were scaled from a topographic map and have
 CH0011.an estimated accuracy of +/- 6 seconds.
 CH0011
 CH0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0011.The vertical order pertains to the NGVD 29 superseded value.
 CH0011
 CH0011.The geoid height was determined by GEOID03.
 CH0011
 CH0011;                    North         East    Units  Estimated Accuracy
 CH0011;SPC AZ C     -    88,170.      169,120.      MT  (+/- 180 meters Scaled)
 CH0011
 CH0011                          SUPERSEDED SURVEY CONTROL
 CH0011
 CH0011  NGVD 29 (??/??/92)  518.918  (m)         1702.48   (f) ADJ UNCH    2 0
 CH0011
 CH0011.Superseded values are not recommended for survey control.
 CH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0011.See file dsdata.txt to determine how the superseded data were derived.
 CH0011
 CH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA689184(NAD 83)
 CH0011_MARKER: DB = BENCH MARK DISK
 CH0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0011_STAMPING: B 340 1961
 CH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0011+STABILITY: SURFACE MOTION
 CH0011
 CH0011  HISTORY     - Date     Condition        Report By
 CH0011  HISTORY     - 1961     MONUMENTED       CGS
 CH0011
 CH0011                          STATION DESCRIPTION
 CH0011
 CH0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0011'6.85 MI W FROM PAPAGO FARMS.
 CH0011'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0011'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0011'WINDMILL AND STONE WATER TANKS.  THENCE 0.45 MILE SOUTH ALONG A TRAIL
 CH0011'ROAD.  THENCE 0.55 MILE WEST ALONG A TRAIL ROAD.  0.9 MILE EAST OF A
 CH0011'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0011'NUMBERED 57, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN A SMALL
 CH0011'CLEARING, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0011'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0151 ***********************************************************************
 FR0151  DESIGNATION -  B 341
 FR0151  PID         -  FR0151
 FR0151  STATE/COUNTY-  AZ/COCONINO
 FR0151  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0151
 FR0151                         *CURRENT SURVEY CONTROL
 FR0151  ___________________________________________________________________
 FR0151* NAD 83(1986)-  35 15 27.     (N)    112 08 01.     (W)     SCALED    
 FR0151* NAVD 88     -      2118.925  (meters)    6951.84   (feet)  ADJUSTED  
 FR0151  ___________________________________________________________________
 FR0151  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0151  DYNAMIC HT  -        2115.934 (meters)    6942.03  (feet)  COMP
 FR0151  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 FR0151
 FR0151  VERT ORDER  -  FIRST     CLASS II
 FR0151
 FR0151.The horizontal coordinates were scaled from a topographic map and have
 FR0151.an estimated accuracy of +/- 6 seconds.
 FR0151
 FR0151.The orthometric height was determined by differential leveling
 FR0151.and adjusted in June 1991.
 FR0151
 FR0151.The geoid height was determined by GEOID03.
 FR0151
 FR0151.The dynamic height is computed by dividing the NAVD 88
 FR0151.geopotential number by the normal gravity value computed on the
 FR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0151.degrees latitude (g = 980.6199 gals.).
 FR0151
 FR0151.The modeled gravity was interpolated from observed gravity values.
 FR0151
 FR0151;                    North         East    Units  Estimated Accuracy
 FR0151;SPC AZ C     -   472,160.      193,620.      MT  (+/- 180 meters Scaled)
 FR0151
 FR0151                          SUPERSEDED SURVEY CONTROL
 FR0151
 FR0151  NGVD 29 (??/??/92) 2117.923  (m)         6948.55   (f) ADJ UNCH    1 2
 FR0151
 FR0151.Superseded values are not recommended for survey control.
 FR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0151.See file dsdata.txt to determine how the superseded data were derived.
 FR0151
 FR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE968021(NAD 83)
 FR0151_MARKER: DB = BENCH MARK DISK
 FR0151_SETTING: 80 = SET IN A BOULDER
 FR0151_SP_SET: BOULDER
 FR0151_STAMPING: B 341 1958
 FR0151_MARK LOGO: CGS   
 FR0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0151+STABILITY: SURFACE MOTION
 FR0151
 FR0151  HISTORY     - Date     Condition        Report By
 FR0151  HISTORY     - 1958     MONUMENTED       CGS
 FR0151  HISTORY     - 1982     GOOD             NGS
 FR0151
 FR0151                          STATION DESCRIPTION
 FR0151
 FR0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0151'2.7 MI E FROM WILLIAMS.
 FR0151'3.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0151'WILLIAMS, 0.25 MILE EAST OF MILEPOST NUMBER 186, 80.6 FEET SOUTH OF
 FR0151'THE CENTER OF THE HIGHWAY, 13 FEET SOUTH OF THE FENCE, 3 FEET NORTH OF
 FR0151'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FR0151'18 INCHES.
 FR0151
 FR0151                          STATION RECOVERY (1982)
 FR0151
 FR0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0151'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0151'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 1.9 KM (1.2 MI) EAST
 FR0151'ALONG INTERSTATE HIGHWAY 40, IN TOP OF A 2 BY 3 FOOT BOULDER
 FR0151'PROJECTING 1 FOOT ABOVE THE GROUND, ON TOP OF A SMALL KNOLL SURROUNDED
 FR0151'BY PINES, 27.4 METERS (90 FT) SOUTH OF THE CENTERLINE OF THE EAST
 FR0151'BOUND TRAFFIC LANES, 18.2 METERS (60 FT) NORTH OF THE RIGHT-OF-WAY
 FR0151'FENCE.
 FR0151'THE MARK IS 1 METERS  N FROM A WITNESS POST.
 FR0151'THE MARK IS 3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0013 ***********************************************************************
 CH0013  DESIGNATION -  B 341
 CH0013  PID         -  CH0013
 CH0013  STATE/COUNTY-  AZ/PIMA
 CH0013  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0013
 CH0013                         *CURRENT SURVEY CONTROL
 CH0013  ___________________________________________________________________
 CH0013* NAD 83(1986)-  31 48 24.     (N)    112 21 28.     (W)     SCALED    
 CH0013* NAVD 88     -       528.81   (+/-2cm)    1734.9    (feet)  VERTCON   
 CH0013  ___________________________________________________________________
 CH0013  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CH0013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0013
 CH0013.The horizontal coordinates were scaled from a topographic map and have
 CH0013.an estimated accuracy of +/- 6 seconds.
 CH0013
 CH0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0013.The vertical order pertains to the NGVD 29 superseded value.
 CH0013
 CH0013.The geoid height was determined by GEOID03.
 CH0013
 CH0013;                    North         East    Units  Estimated Accuracy
 CH0013;SPC AZ C     -    89,520.      171,600.      MT  (+/- 180 meters Scaled)
 CH0013
 CH0013                          SUPERSEDED SURVEY CONTROL
 CH0013
 CH0013  NGVD 29 (??/??/92)  528.119  (m)         1732.67   (f) ADJ UNCH    2 0
 CH0013
 CH0013.Superseded values are not recommended for survey control.
 CH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0013.See file dsdata.txt to determine how the superseded data were derived.
 CH0013
 CH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA714198(NAD 83)
 CH0013_MARKER: DB = BENCH MARK DISK
 CH0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0013_STAMPING: B 341 1961
 CH0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0013+STABILITY: SURFACE MOTION
 CH0013
 CH0013  HISTORY     - Date     Condition        Report By
 CH0013  HISTORY     - 1961     MONUMENTED       CGS
 CH0013
 CH0013                          STATION DESCRIPTION
 CH0013
 CH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0013'4.85 MI W FROM PAPAGO FARMS.
 CH0013'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0013'PAPAGO FARMS, THENCE 3.25 MILES WEST ALONG A TRAIL ROAD.  1.0 MILE
 CH0013'NORTHEAST OF A METAL WINDMILL AND STONE WATER TANKS, 0.5 MILE
 CH0013'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0013'FEET AND IS NUMBERED 58, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CH0013'ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0013'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0206 ***********************************************************************
 FQ0206  DESIGNATION -  B 342
 FQ0206  PID         -  FQ0206
 FQ0206  STATE/COUNTY-  AZ/COCONINO
 FQ0206  USGS QUAD   -  BABBITT WASH (1983)
 FQ0206
 FQ0206                         *CURRENT SURVEY CONTROL
 FQ0206  ___________________________________________________________________
 FQ0206* NAD 83(1986)-  35 07 38.     (N)    111 10 51.     (W)     SCALED    
 FQ0206* NAVD 88     -      1745.407  (meters)    5726.39   (feet)  ADJUSTED  
 FQ0206  ___________________________________________________________________
 FQ0206  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0206  DYNAMIC HT  -        1743.032 (meters)    5718.60  (feet)  COMP
 FQ0206  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 FQ0206
 FQ0206  VERT ORDER  -  SECOND    CLASS 0
 FQ0206
 FQ0206.The horizontal coordinates were scaled from a topographic map and have
 FQ0206.an estimated accuracy of +/- 6 seconds.
 FQ0206
 FQ0206.The orthometric height was determined by differential leveling
 FQ0206.and adjusted in June 1991.
 FQ0206
 FQ0206.The geoid height was determined by GEOID03.
 FQ0206
 FQ0206.The dynamic height is computed by dividing the NAVD 88
 FQ0206.geopotential number by the normal gravity value computed on the
 FQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0206.degrees latitude (g = 980.6199 gals.).
 FQ0206
 FQ0206.The modeled gravity was interpolated from observed gravity values.
 FQ0206
 FQ0206;                    North         East    Units  Estimated Accuracy
 FQ0206;SPC AZ C     -   457,940.      280,420.      MT  (+/- 180 meters Scaled)
 FQ0206
 FQ0206                          SUPERSEDED SURVEY CONTROL
 FQ0206
 FQ0206  NGVD 29 (??/??/92) 1744.508  (m)         5723.44   (f) ADJ UNCH    2 0
 FQ0206
 FQ0206.Superseded values are not recommended for survey control.
 FQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0206.See file dsdata.txt to determine how the superseded data were derived.
 FQ0206
 FQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD835871(NAD 83)
 FQ0206_MARKER: DB = BENCH MARK DISK
 FQ0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0206_SP_SET: CATTLE GUARD
 FQ0206_STAMPING: B 342 1958
 FQ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0206
 FQ0206  HISTORY     - Date     Condition        Report By
 FQ0206  HISTORY     - 1958     MONUMENTED       CGS
 FQ0206  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0206
 FQ0206                          STATION DESCRIPTION
 FQ0206
 FQ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0206'29.1 MI W FROM WINSLOW.
 FQ0206'29.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0206'0.4 MILE WEST OF MILEPOST NUMBER 245, SET IN THE WEST HEADWALL OF A
 FQ0206'CATTLE GUARD, 9 FEET WEST OF THE ROAD LEADING TO THE STATE ANTELOPE
 FQ0206'AND BUFFALO RANGE, CEMENTED IN A DRILL HOLE IN THE CATTLE GUARD 6
 FQ0206'INCHES SOUTH OF THE NORTH END.
 FQ0206
 FQ0206                          STATION RECOVERY (1983)
 FQ0206
 FQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0027 ***********************************************************************
 CH0027  DESIGNATION -  B 342
 CH0027  PID         -  CH0027
 CH0027  STATE/COUNTY-  AZ/PIMA
 CH0027  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0027
 CH0027                         *CURRENT SURVEY CONTROL
 CH0027  ___________________________________________________________________
 CH0027* NAD 83(1986)-  31 48 12.     (N)    112 09 42.     (W)     SCALED    
 CH0027* NAVD 88     -       584.10   (+/-2cm)    1916.3    (feet)  VERTCON   
 CH0027  ___________________________________________________________________
 CH0027  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CH0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0027
 CH0027.The horizontal coordinates were scaled from a topographic map and have
 CH0027.an estimated accuracy of +/- 6 seconds.
 CH0027
 CH0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0027.The vertical order pertains to the NGVD 29 superseded value.
 CH0027
 CH0027.The geoid height was determined by GEOID03.
 CH0027
 CH0027;                    North         East    Units  Estimated Accuracy
 CH0027;SPC AZ C     -    89,090.      190,160.      MT  (+/- 180 meters Scaled)
 CH0027
 CH0027                          SUPERSEDED SURVEY CONTROL
 CH0027
 CH0027  NGVD 29 (??/??/92)  583.414  (m)         1914.08   (f) ADJ UNCH    2 0
 CH0027
 CH0027.Superseded values are not recommended for survey control.
 CH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0027.See file dsdata.txt to determine how the superseded data were derived.
 CH0027
 CH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA900192(NAD 83)
 CH0027_MARKER: DB = BENCH MARK DISK
 CH0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0027_STAMPING: B 342 1961
 CH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0027+STABILITY: SURFACE MOTION
 CH0027
 CH0027  HISTORY     - Date     Condition        Report By
 CH0027  HISTORY     - 1961     MONUMENTED       CGS
 CH0027
 CH0027                          STATION DESCRIPTION
 CH0027
 CH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0027'3.7 MI SW FROM KOTS KUG.
 CH0027'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0027'STONE WATER TANK AT KOTS KUG, AND INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0027'EAST ALONG A GRADED DIRT ROAD.  THENCE 0.85 MILE SOUTHEAST ALONG A
 CH0027'TRAIL ROAD, 0.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0027'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 26 FEET NORTHEAST OF
 CH0027'THE CENTER LINE OF THE TRAIL ROAD, 1.3 FEET NORTHEAST OF A METAL
 CH0027'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 CH0027'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0237 ***********************************************************************
 ET0237  DESIGNATION -  B 343
 ET0237  PID         -  ET0237
 ET0237  STATE/COUNTY-  AZ/YAVAPAI
 ET0237  USGS QUAD   -  JOES HILL (1969)
 ET0237
 ET0237                         *CURRENT SURVEY CONTROL
 ET0237  ___________________________________________________________________
 ET0237* NAD 83(1986)-  34 14 47.     (N)    112 06 48.     (W)     SCALED    
 ET0237* NAVD 88     -       992.15   (+/-2cm)    3255.1    (feet)  VERTCON   
 ET0237  ___________________________________________________________________
 ET0237  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 ET0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0237
 ET0237.The horizontal coordinates were scaled from a topographic map and have
 ET0237.an estimated accuracy of +/- 6 seconds.
 ET0237
 ET0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0237.The vertical order pertains to the NGVD 29 superseded value.
 ET0237
 ET0237.The geoid height was determined by GEOID03.
 ET0237
 ET0237;                    North         East    Units  Estimated Accuracy
 ET0237;SPC AZ C     -   360,000.      195,250.      MT  (+/- 180 meters Scaled)
 ET0237
 ET0237                          SUPERSEDED SURVEY CONTROL
 ET0237
 ET0237  NGVD 29 (??/??/92)  991.496  (m)         3252.93   (f) ADJ UNCH    2 0
 ET0237
 ET0237.Superseded values are not recommended for survey control.
 ET0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0237.See file dsdata.txt to determine how the superseded data were derived.
 ET0237
 ET0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC974900(NAD 83)
 ET0237_MARKER: DB = BENCH MARK DISK
 ET0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0237_STAMPING: B 343 1958
 ET0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0237+STABILITY: SURFACE MOTION
 ET0237
 ET0237  HISTORY     - Date     Condition        Report By
 ET0237  HISTORY     - 1958     MONUMENTED       CGS
 ET0237  HISTORY     - 1959     GOOD             NGS
 ET0237
 ET0237                          STATION DESCRIPTION
 ET0237
 ET0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0237'13.8 MI N FROM BLACK CANYON.
 ET0237'13.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0237'CANYON, 0.3 MILE SOUTH OF MILEPOST NUMBER 257, 60 PACES EAST OF THE
 ET0237'CENTER OF THE HIGHWAY, 68 FEET EAST OF A GATE, 4 FEET SOUTHEAST OF THE
 ET0237'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ET0237'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0912 ***********************************************************************
 DA0912  DESIGNATION -  B 344
 DA0912  PID         -  DA0912
 DA0912  STATE/COUNTY-  AZ/PIMA
 DA0912  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0912
 DA0912                         *CURRENT SURVEY CONTROL
 DA0912  ___________________________________________________________________
 DA0912* NAD 83(1986)-  32 05 50.     (N)    113 11 56.     (W)     SCALED    
 DA0912* NAVD 88     -       328.18   (+/-2cm)    1076.7    (feet)  VERTCON   
 DA0912  ___________________________________________________________________
 DA0912  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DA0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0912
 DA0912.The horizontal coordinates were scaled from a topographic map and have
 DA0912.an estimated accuracy of +/- 6 seconds.
 DA0912
 DA0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0912.The vertical order pertains to the NGVD 29 superseded value.
 DA0912
 DA0912.The geoid height was determined by GEOID03.
 DA0912
 DA0912;                    North         East    Units  Estimated Accuracy
 DA0912;SPC AZ C     -   122,370.       92,330.      MT  (+/- 180 meters Scaled)
 DA0912
 DA0912                          SUPERSEDED SURVEY CONTROL
 DA0912
 DA0912  NGVD 29 (??/??/92)  327.495  (m)         1074.46   (f) ADJ UNCH    2 0
 DA0912
 DA0912.Superseded values are not recommended for survey control.
 DA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0912.See file dsdata.txt to determine how the superseded data were derived.
 DA0912
 DA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA925533(NAD 83)
 DA0912_MARKER: DB = BENCH MARK DISK
 DA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0912_STAMPING: B 344 1961
 DA0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0912+STABILITY: SURFACE MOTION
 DA0912
 DA0912  HISTORY     - Date     Condition        Report By
 DA0912  HISTORY     - 1961     MONUMENTED       CGS
 DA0912  HISTORY     - 1962     GOOD             NGS
 DA0912
 DA0912                          STATION DESCRIPTION
 DA0912
 DA0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0912'35.9 MI SW FROM AJO.
 DA0912'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0912'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0912'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0912'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0912'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0912'ALONG A TRAIL ROAD.  THENCE 2.0 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0912'ROAD, 1.7 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0912'WHICH PROJECTS 16 FEET AND IS NUMBERED 53, 1.9 MILES SOUTHWEST OF A
 DA0912'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0912'NUMBERED 52, 0.1 MILE SOUTHWEST OF A GRAVELED WASH, 33 FEET NORTHWEST
 DA0912'OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET WEST OF A METAL WITNESS
 DA0912'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0912'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0211 ***********************************************************************
 ET0211  DESIGNATION -  B 344
 ET0211  PID         -  ET0211
 ET0211  STATE/COUNTY-  AZ/YAVAPAI
 ET0211  USGS QUAD   -  ESTLER PEAK (1974)
 ET0211
 ET0211                         *CURRENT SURVEY CONTROL
 ET0211  ___________________________________________________________________
 ET0211* NAD 83(1986)-  34 25 54.     (N)    112 01 59.     (W)     SCALED    
 ET0211* NAVD 88     -      1240.38   (+/-2cm)    4069.5    (feet)  VERTCON   
 ET0211  ___________________________________________________________________
 ET0211  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ET0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0211
 ET0211.The horizontal coordinates were scaled from a topographic map and have
 ET0211.an estimated accuracy of +/- 6 seconds.
 ET0211
 ET0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0211.The vertical order pertains to the NGVD 29 superseded value.
 ET0211
 ET0211.The geoid height was determined by GEOID03.
 ET0211
 ET0211;                    North         East    Units  Estimated Accuracy
 ET0211;SPC AZ C     -   380,540.      202,660.      MT  (+/- 180 meters Scaled)
 ET0211
 ET0211                          SUPERSEDED SURVEY CONTROL
 ET0211
 ET0211  NGVD 29 (??/??/92) 1239.638  (m)         4067.05   (f) ADJ UNCH    2 0
 ET0211
 ET0211.Superseded values are not recommended for survey control.
 ET0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0211.See file dsdata.txt to determine how the superseded data were derived.
 ET0211
 ET0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD050105(NAD 83)
 ET0211_MARKER: DB = BENCH MARK DISK
 ET0211_SETTING: 80 = SET IN A BOULDER
 ET0211_SP_SET: BOULDER
 ET0211_STAMPING: B 344 1959
 ET0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0211+STABILITY: SURFACE MOTION
 ET0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0211+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0211
 ET0211  HISTORY     - Date     Condition        Report By
 ET0211  HISTORY     - 1959     MONUMENTED       CGS
 ET0211  HISTORY     - 20080816 GOOD             GEOCAC
 ET0211
 ET0211                          STATION DESCRIPTION
 ET0211
 ET0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0211'16.75 MI SW FROM CAMP VERDE.
 ET0211'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0211'OFFICE IN CAMP VERDE, THENCE 13.75 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0211'0.1 MILE NORTH OF MILEPOST 272, 98 FEET EAST OF THE CENTER OF THE
 ET0211'HIGHWAY, 3 FEET WEST OF THE FENCE, 3 FEET SOUTHEAST OF THE WITNESS
 ET0211'POST, CEMENTED IN A LARGE BOULDER THAT IS FLUSH WITH THE SURFACE OF
 ET0211'THE GROUND.
 ET0211
 ET0211                          STATION RECOVERY (2008)
 ET0211
 ET0211'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0211'GPSR COORDINATES (NAD 83) N34 25.912 W112 01.981
 ET0211'4,067 FT ASL
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0889 ***********************************************************************
 DA0889  DESIGNATION -  B 345
 DA0889  PID         -  DA0889
 DA0889  STATE/COUNTY-  AZ/PIMA
 DA0889  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0889
 DA0889                         *CURRENT SURVEY CONTROL
 DA0889  ___________________________________________________________________
 DA0889* NAD 83(1986)-  32 10 01.     (N)    113 01 44.     (W)     SCALED    
 DA0889* NAVD 88     -       362.04   (+/-2cm)    1187.8    (feet)  VERTCON   
 DA0889  ___________________________________________________________________
 DA0889  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DA0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0889
 DA0889.The horizontal coordinates were scaled from a topographic map and have
 DA0889.an estimated accuracy of +/- 6 seconds.
 DA0889
 DA0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0889.The vertical order pertains to the NGVD 29 superseded value.
 DA0889
 DA0889.The geoid height was determined by GEOID03.
 DA0889
 DA0889;                    North         East    Units  Estimated Accuracy
 DA0889;SPC AZ C     -   129,920.      108,460.      MT  (+/- 180 meters Scaled)
 DA0889
 DA0889                          SUPERSEDED SURVEY CONTROL
 DA0889
 DA0889  NGVD 29 (??/??/92)  361.355  (m)         1185.55   (f) ADJ UNCH    2 0
 DA0889
 DA0889.Superseded values are not recommended for survey control.
 DA0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0889.See file dsdata.txt to determine how the superseded data were derived.
 DA0889
 DA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA086607(NAD 83)
 DA0889_MARKER: DB = BENCH MARK DISK
 DA0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0889_STAMPING: B 345 1961
 DA0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0889+STABILITY: SURFACE MOTION
 DA0889
 DA0889  HISTORY     - Date     Condition        Report By
 DA0889  HISTORY     - 1961     MONUMENTED       CGS
 DA0889  HISTORY     - 1962     GOOD             NGS
 DA0889
 DA0889                          STATION DESCRIPTION
 DA0889
 DA0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0889'24.75 MI SW FROM AJO.
 DA0889'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0889'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0889'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0889'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0889'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0889'ALONG A TRAIL ROAD.  THENCE 1.1 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0889'1.0 MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0889'PROJECTS 16 FEET AND IS NUMBERED 49, 43 FEET SOUTH OF THE CENTER LINE
 DA0889'OF THE ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0889'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DA0889'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0335 ***********************************************************************
 FQ0335  DESIGNATION -  B 345
 FQ0335  PID         -  FQ0335
 FQ0335  STATE/COUNTY-  AZ/COCONINO
 FQ0335  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0335
 FQ0335                         *CURRENT SURVEY CONTROL
 FQ0335  ___________________________________________________________________
 FQ0335* NAD 83(1986)-  35 05 46.     (N)    111 41 00.     (W)     SCALED    
 FQ0335* NAVD 88     -      2049.058  (meters)    6722.62   (feet)  ADJUSTED  
 FQ0335  ___________________________________________________________________
 FQ0335  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0335  DYNAMIC HT  -        2046.154 (meters)    6713.09  (feet)  COMP
 FQ0335  MODELED GRAV-     979,143.0   (mgal)                       NAVD 88
 FQ0335
 FQ0335  VERT ORDER  -  SECOND    CLASS 0
 FQ0335
 FQ0335.The horizontal coordinates were scaled from a topographic map and have
 FQ0335.an estimated accuracy of +/- 6 seconds.
 FQ0335
 FQ0335.The orthometric height was determined by differential leveling
 FQ0335.and adjusted in June 1991.
 FQ0335
 FQ0335.The geoid height was determined by GEOID03.
 FQ0335
 FQ0335.The dynamic height is computed by dividing the NAVD 88
 FQ0335.geopotential number by the normal gravity value computed on the
 FQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0335.degrees latitude (g = 980.6199 gals.).
 FQ0335
 FQ0335.The modeled gravity was interpolated from observed gravity values.
 FQ0335
 FQ0335;                    North         East    Units  Estimated Accuracy
 FQ0335;SPC AZ C     -   454,260.      234,630.      MT  (+/- 180 meters Scaled)
 FQ0335
 FQ0335                          SUPERSEDED SURVEY CONTROL
 FQ0335
 FQ0335  NGVD 29 (??/??/92) 2048.055  (m)         6719.33   (f) ADJ UNCH    2 0
 FQ0335
 FQ0335.Superseded values are not recommended for survey control.
 FQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0335.See file dsdata.txt to determine how the superseded data were derived.
 FQ0335
 FQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377839(NAD 83)
 FQ0335_MARKER: DB = BENCH MARK DISK
 FQ0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0335_SP_SET: BRIDGE
 FQ0335_STAMPING: B 345 1959
 FQ0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0335
 FQ0335  HISTORY     - Date     Condition        Report By
 FQ0335  HISTORY     - 1959     MONUMENTED       CGS
 FQ0335  HISTORY     - 1960     GOOD             NGS
 FQ0335
 FQ0335                          STATION DESCRIPTION
 FQ0335
 FQ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0335'7.7 MI SW FROM FLAGSTAFF.
 FQ0335'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0335'STATION AT FLAGSTAFF, THENCE 1.1 MILE SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0335'THENCE 5.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 100 YARDS
 FQ0335'SOUTH OF A POWER LINE THAT CROSSES THE HIGHWAY, 29 FEET EAST OF THE
 FQ0335'CENTER OF THE NORTH-BOUND LANE, 15.5 FEET SOUTH OF THE WITNESS POST,
 FQ0335'CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A 36 FOOT CONCRETE
 FQ0335'BRIDGE THAT HAS A CATTLE UNDERPASS UNDER IT.  NOTE-- THE MARK IS IN
 FQ0335'THE CENTER OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT.
 FQ0335
 FQ0335                          STATION RECOVERY (1960)
 FQ0335
 FQ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FQ0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0863 ***********************************************************************
 DA0863  DESIGNATION -  B 346
 DA0863  PID         -  DA0863
 DA0863  STATE/COUNTY-  AZ/NAVAJO
 DA0863  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0863
 DA0863                         *CURRENT SURVEY CONTROL
 DA0863  ___________________________________________________________________
 DA0863* NAD 83(1986)-  32 27 25.     (N)    113 13 08.     (W)     SCALED    
 DA0863* NAVD 88     -       215.82   (+/-2cm)     708.1    (feet)  VERTCON   
 DA0863  ___________________________________________________________________
 DA0863  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0863
 DA0863.The horizontal coordinates were scaled from a topographic map and have
 DA0863.an estimated accuracy of +/- 6 seconds.
 DA0863
 DA0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0863.The vertical order pertains to the NGVD 29 superseded value.
 DA0863
 DA0863.The geoid height was determined by GEOID03.
 DA0863
 DA0863;                    North         East    Units  Estimated Accuracy
 DA0863;SPC AZ E     -   165,640.      -73,640.      MT  (+/- 180 meters Scaled)
 DA0863
 DA0863                          SUPERSEDED SURVEY CONTROL
 DA0863
 DA0863  NGVD 29 (??/??/92)  215.176  (m)          705.96   (f) ADJ UNCH    2 0
 DA0863
 DA0863.Superseded values are not recommended for survey control.
 DA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0863.See file dsdata.txt to determine how the superseded data were derived.
 DA0863
 DA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA914932(NAD 83)
 DA0863_MARKER: DB = BENCH MARK DISK
 DA0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0863_STAMPING: B 346 1959
 DA0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0863+STABILITY: SURFACE MOTION
 DA0863
 DA0863  HISTORY     - Date     Condition        Report By
 DA0863  HISTORY     - 1959     MONUMENTED       CGS
 DA0863  HISTORY     - 1970     GOOD             USGS
 DA0863
 DA0863                          STATION DESCRIPTION
 DA0863
 DA0863'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DA0863'11.8 MI E FROM WINSLOW.
 DA0863'FROM INTERSECTION OF WILLIAMSON STREET AND US 66, WHICH IS ONE BLOCK
 DA0863'SOUTH OF THE POST OFFICE AT WINSLOW, ARIZONA.  THENCE EAST ALONG US 66
 DA0863'(INTERSTATE 40) 11.0 MILES TO HIBBARD ROAD EXIT, THENCE RIGHT ON
 DA0863'HIBBARD ROAD (OLD HWY) 0.6 MILES.  47 FT. SOUTH OF OLD HWY, 2 FT. WEST
 DA0863'OF WITNESS SIGN.  SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0262 ***********************************************************************
 ES0262  DESIGNATION -  B 346
 ES0262  PID         -  ES0262
 ES0262  STATE/COUNTY-  AZ/NAVAJO
 ES0262  USGS QUAD   -  HIBBARD (1970)
 ES0262
 ES0262                         *CURRENT SURVEY CONTROL
 ES0262  ___________________________________________________________________
 ES0262* NAD 83(1986)-  34 58 10.     (N)    110 31 02.     (W)     SCALED    
 ES0262* NAVD 88     -      1509.377  (meters)    4952.01   (feet)  ADJUSTED  
 ES0262  ___________________________________________________________________
 ES0262  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0262  DYNAMIC HT  -        1507.352 (meters)    4945.37  (feet)  COMP
 ES0262  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 ES0262
 ES0262  VERT ORDER  -  FIRST     CLASS II
 ES0262
 ES0262.The horizontal coordinates were scaled from a topographic map and have
 ES0262.an estimated accuracy of +/- 6 seconds.
 ES0262
 ES0262.The orthometric height was determined by differential leveling
 ES0262.and adjusted in June 1991.
 ES0262
 ES0262.The geoid height was determined by GEOID03.
 ES0262
 ES0262.The dynamic height is computed by dividing the NAVD 88
 ES0262.geopotential number by the normal gravity value computed on the
 ES0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0262.degrees latitude (g = 980.6199 gals.).
 ES0262
 ES0262.The modeled gravity was interpolated from observed gravity values.
 ES0262
 ES0262;                    North         East    Units  Estimated Accuracy
 ES0262;SPC AZ E     -   440,240.      181,350.      MT  (+/- 180 meters Scaled)
 ES0262
 ES0262                          SUPERSEDED SURVEY CONTROL
 ES0262
 ES0262  NGVD 29 (??/??/92) 1508.595  (m)         4949.45   (f) ADJ UNCH    1 2
 ES0262
 ES0262.Superseded values are not recommended for survey control.
 ES0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0262.See file dsdata.txt to determine how the superseded data were derived.
 ES0262
 ES0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD440697(NAD 83)
 ES0262_MARKER: DB = BENCH MARK DISK
 ES0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0262_STAMPING: B 346 1959
 ES0262_MARK LOGO: CGS   
 ES0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0262+STABILITY: SURFACE MOTION
 ES0262
 ES0262  HISTORY     - Date     Condition        Report By
 ES0262  HISTORY     - 1959     MONUMENTED       CGS
 ES0262  HISTORY     - 1983     GOOD             NGS
 ES0262
 ES0262                          STATION DESCRIPTION
 ES0262
 ES0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0262'11.8 MI E FROM WINSLOW.
 ES0262'11.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0262'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0262'POST OFFICE AT WINSLOW, NAVAJO COUNTY, 47 FEET SOUTH OF U.S. HIGHWAY
 ES0262'66, 2.5 FEET NORTH OF A RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WITNESS
 ES0262'SIGN, 0.2 MILES WEST OF MILEPOST 285, AND SET IN TOP OF A 12-INCH
 ES0262'CONCRETE SQUARE POST PROJECTING 5 INCHES.
 ES0262
 ES0262                          STATION RECOVERY (1983)
 ES0262
 ES0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0262'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 ES0262'THE EXCEPTION THAT THE HIGHWAY IS NOW A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1006 ***********************************************************************
 DA1006  DESIGNATION -  B 347
 DA1006  PID         -  DA1006
 DA1006  STATE/COUNTY-  AZ/YUMA
 DA1006  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1006
 DA1006                         *CURRENT SURVEY CONTROL
 DA1006  ___________________________________________________________________
 DA1006* NAD 83(1986)-  32 07 28.     (N)    113 36 22.     (W)     SCALED    
 DA1006* NAVD 88     -       261.74   (+/-2cm)     858.7    (feet)  VERTCON   
 DA1006  ___________________________________________________________________
 DA1006  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DA1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1006
 DA1006.The horizontal coordinates were scaled from a topographic map and have
 DA1006.an estimated accuracy of +/- 6 seconds.
 DA1006
 DA1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1006.The vertical order pertains to the NGVD 29 superseded value.
 DA1006
 DA1006.The geoid height was determined by GEOID03.
 DA1006
 DA1006;                    North         East    Units  Estimated Accuracy
 DA1006;SPC AZ W     -   124,680.      226,940.      MT  (+/- 180 meters Scaled)
 DA1006
 DA1006                          SUPERSEDED SURVEY CONTROL
 DA1006
 DA1006  NGVD 29 (??/??/92)  261.055  (m)          856.48   (f) ADJ UNCH    2 0
 DA1006
 DA1006.Superseded values are not recommended for survey control.
 DA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1006.See file dsdata.txt to determine how the superseded data were derived.
 DA1006
 DA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA541572(NAD 83)
 DA1006_MARKER: DB = BENCH MARK DISK
 DA1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1006_STAMPING: B 347 1961
 DA1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1006+STABILITY: SURFACE MOTION
 DA1006
 DA1006  HISTORY     - Date     Condition        Report By
 DA1006  HISTORY     - 1961     MONUMENTED       CGS
 DA1006  HISTORY     - 1962     GOOD             NGS
 DA1006
 DA1006                          STATION DESCRIPTION
 DA1006
 DA1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1006'11.8 MI SE FROM TULE WELL.
 DA1006'ABOUT 11.8 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1006'COMMISSION SHELTER AT TULE WELL.  0.4 MILE NORTHWEST OF A 4X4-INCH
 DA1006'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1006'0.3 MILE NORTHWEST OF A ROCKY HILL, 15 FEET NORTH OF THE CENTER LINE
 DA1006'OF THE ROAD, 2.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DA1006'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1006'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0206 ***********************************************************************
 FP0206  DESIGNATION -  B 347
 FP0206  PID         -  FP0206
 FP0206  STATE/COUNTY-  AZ/APACHE
 FP0206  USGS QUAD   -  CHAMBERS (1971)
 FP0206
 FP0206                         *CURRENT SURVEY CONTROL
 FP0206  ___________________________________________________________________
 FP0206* NAD 83(1986)-  35 10 37.     (N)    109 28 04.     (W)     SCALED    
 FP0206* NAVD 88     -      1745.227  (meters)    5725.80   (feet)  ADJUSTED  
 FP0206  ___________________________________________________________________
 FP0206  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FP0206  DYNAMIC HT  -        1742.795 (meters)    5717.82  (feet)  COMP
 FP0206  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 FP0206
 FP0206  VERT ORDER  -  FIRST     CLASS II
 FP0206
 FP0206.The horizontal coordinates were scaled from a topographic map and have
 FP0206.an estimated accuracy of +/- 6 seconds.
 FP0206
 FP0206.The orthometric height was determined by differential leveling
 FP0206.and adjusted in June 1991.
 FP0206.WARNING-Repeat measurements at this control monument indicate possible
 FP0206.vertical movement.
 FP0206
 FP0206.The geoid height was determined by GEOID03.
 FP0206
 FP0206.The dynamic height is computed by dividing the NAVD 88
 FP0206.geopotential number by the normal gravity value computed on the
 FP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0206.degrees latitude (g = 980.6199 gals.).
 FP0206
 FP0206.The modeled gravity was interpolated from observed gravity values.
 FP0206
 FP0206;                    North         East    Units  Estimated Accuracy
 FP0206;SPC AZ E     -   463,430.      277,020.      MT  (+/- 180 meters Scaled)
 FP0206
 FP0206                          SUPERSEDED SURVEY CONTROL
 FP0206
 FP0206  NGVD 29 (??/??/92) 1744.266  (m)         5722.65   (f) ADJ UNCH    1 2
 FP0206
 FP0206.Superseded values are not recommended for survey control.
 FP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0206.See file dsdata.txt to determine how the superseded data were derived.
 FP0206
 FP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD395937(NAD 83)
 FP0206_MARKER: DB = BENCH MARK DISK
 FP0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0206_STAMPING: B 347 1959
 FP0206_MARK LOGO: CGS   
 FP0206_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0206+STABILITY: SURFACE MOTION
 FP0206
 FP0206  HISTORY     - Date     Condition        Report By
 FP0206  HISTORY     - 1959     MONUMENTED       CGS
 FP0206  HISTORY     - 1983     GOOD             NGS
 FP0206
 FP0206                          STATION DESCRIPTION
 FP0206
 FP0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0206'5.6 MI E FROM NAVAJO POST OFFICE.
 FP0206'5.6 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0206'0.2 MILE EAST OF MILEPOST 353, ABOUT 300 YARDS WEST OF THE DESERT ART
 FP0206'SUPPLY SHOP, 98 FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFICE
 FP0206'LANE, 2 FEET SOUTH OF THE EAST-WEST FENCE AND T FENCE LEADING NORTH, 3
 FP0206'FEET WEST OF THE WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 FP0206'CONCRETE POST THAT PROJECTS 4 INCHES.
 FP0206
 FP0206                          STATION RECOVERY (1983)
 FP0206
 FP0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0206'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 3.3 KM (2.05 MI)
 FP0206'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH U. S.
 FP0206'HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0206'NORTHEAST OF MILEPOST 331, 31.1 METERS (102.0 FT) NORTHWEST OF THE
 FP0206'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 7.1 METERS
 FP0206'(23.3 FT) NORTHWEST OF THE CENTERLINE OF THE NORTH FRONTAGE ROAD, 4.1
 FP0206'METERS (13.5 FT) WEST OF THE NORTHWEST CORNER OF A CATTLE GUARD AND
 FP0206'0.7 METER (2.3 FT) SOUTH OF A FENCE CORNER.
 FP0206'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 FP0206'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0019 ***********************************************************************
 DB0019  DESIGNATION -  B 348
 DB0019  PID         -  DB0019
 DB0019  STATE/COUNTY-  AZ/YUMA
 DB0019  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0019
 DB0019                         *CURRENT SURVEY CONTROL
 DB0019  ___________________________________________________________________
 DB0019* NAD 83(1986)-  32 19 08.     (N)    114 03 54.     (W)     SCALED    
 DB0019* NAVD 88     -       345.85   (+/-2cm)    1134.7    (feet)  VERTCON   
 DB0019  ___________________________________________________________________
 DB0019  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DB0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0019
 DB0019.The horizontal coordinates were scaled from a topographic map and have
 DB0019.an estimated accuracy of +/- 6 seconds.
 DB0019
 DB0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0019.The vertical order pertains to the NGVD 29 superseded value.
 DB0019
 DB0019.The geoid height was determined by GEOID03.
 DB0019
 DB0019;                    North         East    Units  Estimated Accuracy
 DB0019;SPC AZ W     -   146,270.      183,700.      MT  (+/- 180 meters Scaled)
 DB0019
 DB0019                          SUPERSEDED SURVEY CONTROL
 DB0019
 DB0019  NGVD 29 (??/??/??)  345.154  (m)         1132.39   (f) ADJUSTED    2 0
 DB0019
 DB0019.Superseded values are not recommended for survey control.
 DB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0019.See file dsdata.txt to determine how the superseded data were derived.
 DB0019
 DB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR763795(NAD 83)
 DB0019_MARKER: DB = BENCH MARK DISK
 DB0019_SETTING: 66 = SET IN ROCK OUTCROP
 DB0019_SP_SET: ROCK OUTCROP
 DB0019_STAMPING: B 348 1961
 DB0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0019+STABILITY: POSITION/ELEVATION WELL
 DB0019
 DB0019  HISTORY     - Date     Condition        Report By
 DB0019  HISTORY     - 1961     MONUMENTED       CGS
 DB0019  HISTORY     - 1962     GOOD             NGS
 DB0019
 DB0019                          STATION DESCRIPTION
 DB0019
 DB0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0019'21.2 MI W FROM TULE WELL.
 DB0019'ABOUT 21.25 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0019'GAME COMMISSION SHELTER AT TULE WELL, 0.8 MILE WEST SOUTHWEST
 DB0019'OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DB0019'FEET AND IS NUMBER 15, 58 YARDS SOUTHWEST OF A WASH, 111 FEET
 DB0019'SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD, 23 FEET SOUTH
 DB0019'SOUTHEAST OF THE NORTH NORTHWEST END OF A ROCKY PROJECTION, ON
 DB0019'THE SOUTHWEST SIDE OF A NARROW ROCK RIDGE, ABOUT 5 FEET ABOVE
 DB0019'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP
 DB0019'PROJECTING 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0552 ***********************************************************************
 CG0552  DESIGNATION -  B 348
 CG0552  PID         -  CG0552
 CG0552  STATE/COUNTY-  AZ/PIMA
 CG0552  USGS QUAD   -  AMADO (1981)
 CG0552
 CG0552                         *CURRENT SURVEY CONTROL
 CG0552  ___________________________________________________________________
 CG0552* NAD 83(1986)-  31 44 30.     (N)    111 02 58.     (W)     SCALED    
 CG0552* NAVD 88     -       923.298  (meters)    3029.19   (feet)  ADJUSTED  
 CG0552  ___________________________________________________________________
 CG0552  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0552  DYNAMIC HT  -         921.935 (meters)    3024.72  (feet)  COMP
 CG0552  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CG0552
 CG0552  VERT ORDER  -  FIRST     CLASS II
 CG0552
 CG0552.The horizontal coordinates were scaled from a topographic map and have
 CG0552.an estimated accuracy of +/- 6 seconds.
 CG0552
 CG0552.The orthometric height was determined by differential leveling
 CG0552.and adjusted in June 1991.
 CG0552
 CG0552.The geoid height was determined by GEOID03.
 CG0552
 CG0552.The dynamic height is computed by dividing the NAVD 88
 CG0552.geopotential number by the normal gravity value computed on the
 CG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0552.degrees latitude (g = 980.6199 gals.).
 CG0552
 CG0552.The modeled gravity was interpolated from observed gravity values.
 CG0552
 CG0552;                    North         East    Units  Estimated Accuracy
 CG0552;SPC AZ C     -    82,550.      295,530.      MT  (+/- 180 meters Scaled)
 CG0552
 CG0552                          SUPERSEDED SURVEY CONTROL
 CG0552
 CG0552  NGVD 29 (??/??/92)  922.503  (m)         3026.58   (f) ADJ UNCH    1 2
 CG0552
 CG0552.Superseded values are not recommended for survey control.
 CG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0552.See file dsdata.txt to determine how the superseded data were derived.
 CG0552
 CG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA953118(NAD 83)
 CG0552_MARKER: DB = BENCH MARK DISK
 CG0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0552_STAMPING: B 348 1959
 CG0552_PROJECTION: PROJECTING 6 CENTIMETERS
 CG0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0552+STABILITY: SURFACE MOTION
 CG0552
 CG0552  HISTORY     - Date     Condition        Report By
 CG0552  HISTORY     - 1959     MONUMENTED       CGS
 CG0552  HISTORY     - 1979     GOOD             USGS
 CG0552  HISTORY     - 1980     GOOD             NGS
 CG0552
 CG0552                          STATION DESCRIPTION
 CG0552
 CG0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0552'1.6 MI N FROM AMADO.
 CG0552'1.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0552'EAST AND ACROSS THE HIGHWAY FROM THE HALF-WAY GAS STATION, 123 FEET
 CG0552'EAST OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTH OF A GATE, 3 FEET
 CG0552'SOUTH OF THE WITNESS POST, 1.5 FEET WEST OF THE FENCE, SET IN THE TOP
 CG0552'OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 CG0552
 CG0552                          STATION RECOVERY (1979)
 CG0552
 CG0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0552'1.3 MILES NORTH OF ARIVACA JCT. ON WEST FRONTAGE ROAD, ACROSS THE
 CG0552'FRONTAGE ROAD FROM HALFWAY STATION, 123 EAST OF CENTERLINE OF ROAD,
 CG0552'1.5 FEET WEST OF HIGHWAY FENCE, 3 FEET SOUTH OF WITNESS POST,
 CG0552'PROJECTING 0.5 FEET.
 CG0552
 CG0552                          STATION RECOVERY (1980)
 CG0552
 CG0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0552'2.1 KILOMETERS (1.3 MILES) NORTH ALONG THE WEST FRONTAGE ROAD FROM
 CG0552'THE AMADO RURAL POST OFFICE AT AMADO, AT THE CROSSING OF A POWER
 CG0552'LINE, EAST AND ACROSS THE ROAD FROM THE HALFWAY STATION, 55.5
 CG0552'METERS (182.0 FEET) NORTH OF THE FIRST POWER LINE POLE WEST OF
 CG0552'INTERSTATE HIGHWAY I-19 SOUTH BOUND TRAFFIC LANE, 37.8 METERS
 CG0552'(124.0 FEET) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 30.0
 CG0552'METERS (98.4 FEET)  SOUTH OF A V FENCE CORNER POST FOR TWO RIGHT-
 CG0552'OF-WAY FENCES, 0.45 METER (1.5 FEET) WEST OF A FENCE.
 CG0552'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 CG0552'THE MARK IS 0.5 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0947 ***********************************************************************
 DA0947  DESIGNATION -  B 349
 DA0947  PID         -  DA0947
 DA0947  STATE/COUNTY-  AZ/YUMA
 DA0947  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0947
 DA0947                         *CURRENT SURVEY CONTROL
 DA0947  ___________________________________________________________________
 DA0947* NAD 83(1986)-  32 19 35.     (N)    113 51 48.     (W)     SCALED    
 DA0947* NAVD 88     -       418.44   (+/-2cm)    1372.8    (feet)  VERTCON   
 DA0947  ___________________________________________________________________
 DA0947  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DA0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0947
 DA0947.The horizontal coordinates were scaled from a topographic map and have
 DA0947.an estimated accuracy of +/- 6 seconds.
 DA0947
 DA0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0947.The vertical order pertains to the NGVD 29 superseded value.
 DA0947
 DA0947.The geoid height was determined by GEOID03.
 DA0947
 DA0947;                    North         East    Units  Estimated Accuracy
 DA0947;SPC AZ W     -   147,070.      202,690.      MT  (+/- 180 meters Scaled)
 DA0947
 DA0947                          SUPERSEDED SURVEY CONTROL
 DA0947
 DA0947  NGVD 29 (??/??/92)  417.732  (m)         1370.51   (f) ADJ UNCH    2 0
 DA0947
 DA0947.Superseded values are not recommended for survey control.
 DA0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0947.See file dsdata.txt to determine how the superseded data were derived.
 DA0947
 DA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA304802(NAD 83)
 DA0947_MARKER: DB = BENCH MARK DISK
 DA0947_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0947_SP_SET: 12 FT.
 DA0947_STAMPING: B 349 1961
 DA0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0947
 DA0947  HISTORY     - Date     Condition        Report By
 DA0947  HISTORY     - 1961     MONUMENTED       CGS
 DA0947  HISTORY     - 1962     GOOD             NGS
 DA0947
 DA0947                          STATION DESCRIPTION
 DA0947
 DA0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0947'12.5 MI NW FROM TULE WELL.
 DA0947'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0947'COMMISSION SHELTER AT TULE WELL.  THENCE 9.2 MILES NORTHWEST ALONG A
 DA0947'DIM TRAIL ROAD, 2.1 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0947'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 3, 28 FEET
 DA0947'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET SOUTHWEST OF
 DA0947'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DA0947'CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET
 DA0947'AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1203 ***********************************************************************
 CZ1203  DESIGNATION -  B 349
 CZ1203  PID         -  CZ1203
 CZ1203  STATE/COUNTY-  AZ/PINAL
 CZ1203  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1203
 CZ1203                         *CURRENT SURVEY CONTROL
 CZ1203  ___________________________________________________________________
 CZ1203* NAD 83(1986)-  32 49 57.     (N)    111 57 47.     (W)     SCALED    
 CZ1203* NAVD 88     -       410.70   (+/-2cm)    1347.4    (feet)  VERTCON   
 CZ1203  ___________________________________________________________________
 CZ1203  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1203
 CZ1203.The horizontal coordinates were scaled from a topographic map and have
 CZ1203.an estimated accuracy of +/- 6 seconds.
 CZ1203
 CZ1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1203.The vertical order pertains to the NGVD 29 superseded value.
 CZ1203
 CZ1203.The geoid height was determined by GEOID03.
 CZ1203
 CZ1203;                    North         East    Units  Estimated Accuracy
 CZ1203;SPC AZ C     -   203,180.      209,020.      MT  (+/- 180 meters Scaled)
 CZ1203
 CZ1203                          SUPERSEDED SURVEY CONTROL
 CZ1203
 CZ1203  NGVD 29 (??/??/92)  410.106  (m)         1345.49   (f) ADJ UNCH    2 0
 CZ1203
 CZ1203.Superseded values are not recommended for survey control.
 CZ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1203.See file dsdata.txt to determine how the superseded data were derived.
 CZ1203
 CZ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098331(NAD 83)
 CZ1203_MARKER: DB = BENCH MARK DISK
 CZ1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1203_SP_SET: STOVEPIPE
 CZ1203_STAMPING: B 349 1960
 CZ1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1203
 CZ1203  HISTORY     - Date     Condition        Report By
 CZ1203  HISTORY     - 1960     MONUMENTED       CGS
 CZ1203
 CZ1203                          STATION DESCRIPTION
 CZ1203
 CZ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1203'4.1 MI S FROM STANFIELD.
 CZ1203'0.6 MILE EAST FROM THE POST OFFICE AT STANFIELD ON STATE HIGHWY 84,
 CZ1203'THENCE 3.25 MILES SOUTH ON SOUTH STANFIELD ROAD, ABOUT 0.25 MILE NORTH
 CZ1203'OF THE CENTERLINE OF HIGHWAY, 34 FEET EAST OF CENTERLINE OF STANFIELD
 CZ1203'ROAD, 1 FOOT SOUTH OF WITNESS POST, SET IN TOP OF 6-INCH
 CZ1203'CONCRETE-FILLED STOVEPIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0099 ***********************************************************************
 ES0099  DESIGNATION -  B 35
 ES0099  PID         -  ES0099
 ES0099  STATE/COUNTY-  AZ/NAVAJO
 ES0099  USGS QUAD   -  HOLBROOK (1986)
 ES0099
 ES0099                         *CURRENT SURVEY CONTROL
 ES0099  ___________________________________________________________________
 ES0099* NAD 83(1986)-  34 53 54.     (N)    110 09 44.     (W)     SCALED    
 ES0099* NAVD 88     -      1549.281  (meters)    5082.93   (feet)  ADJUSTED  
 ES0099  ___________________________________________________________________
 ES0099  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0099  DYNAMIC HT  -        1547.158 (meters)    5075.97  (feet)  COMP
 ES0099  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 ES0099
 ES0099  VERT ORDER  -  FIRST     CLASS II
 ES0099
 ES0099.The horizontal coordinates were scaled from a topographic map and have
 ES0099.an estimated accuracy of +/- 6 seconds.
 ES0099
 ES0099.The orthometric height was determined by differential leveling
 ES0099.and adjusted in June 1991.
 ES0099.WARNING-Repeat measurements at this control monument indicate possible
 ES0099.vertical movement.
 ES0099
 ES0099.The geoid height was determined by GEOID03.
 ES0099
 ES0099.The dynamic height is computed by dividing the NAVD 88
 ES0099.geopotential number by the normal gravity value computed on the
 ES0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0099.degrees latitude (g = 980.6199 gals.).
 ES0099
 ES0099.The modeled gravity was interpolated from observed gravity values.
 ES0099
 ES0099;                    North         East    Units  Estimated Accuracy
 ES0099;SPC AZ E     -   432,300.      213,770.      MT  (+/- 180 meters Scaled)
 ES0099
 ES0099                          SUPERSEDED SURVEY CONTROL
 ES0099
 ES0099  NGVD 29 (??/??/92) 1548.461  (m)         5080.24   (f) ADJ UNCH    1 2
 ES0099
 ES0099.Superseded values are not recommended for survey control.
 ES0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0099.See file dsdata.txt to determine how the superseded data were derived.
 ES0099
 ES0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD765620(NAD 83)
 ES0099_MARKER: DB = BENCH MARK DISK
 ES0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0099_STAMPING: B 35 1934
 ES0099_MARK LOGO: CGS   
 ES0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0099+STABILITY: SURFACE MOTION
 ES0099
 ES0099  HISTORY     - Date     Condition        Report By
 ES0099  HISTORY     - 1934     MONUMENTED       CGS
 ES0099  HISTORY     - 1959     GOOD             NGS
 ES0099  HISTORY     - 1983     GOOD             NGS
 ES0099  HISTORY     - 20080619 MARK NOT FOUND   INDIV
 ES0099
 ES0099                          STATION DESCRIPTION
 ES0099
 ES0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0099'0.3 MI SE FROM HOLBROOK.
 ES0099'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0099'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, AT THE
 ES0099'NORTHWEST APPROACH TO THE BRIDGE OVER LITTLE COLORADO RIVER, 16 FEET
 ES0099'WEST OF THE CENTERLINE OF THE BRIDGE, AND 7 FEET EAST OF THE WEST
 ES0099'BRIDGE RAIL.  A STANDARD DISK, STAMPED B 35 1934 AND SET IN THE TOP OF
 ES0099'A CONCRETE POST.
 ES0099
 ES0099                          STATION RECOVERY (1959)
 ES0099
 ES0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0099'RECOVERED IN GOOD CONDITION.
 ES0099
 ES0099                          STATION RECOVERY (1983)
 ES0099
 ES0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0099'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 ES0099'MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION WITH HOPI DRIVE
 ES0099'IN HOLBROOK, IN THE NORTHWEST CORNER OF THE WEST WALKWAY OF THE
 ES0099'HIGHWAY BRIDGE SPANNING THE LITTLE COLORADO RIVER, 4.9 KM (16.1 FT)
 ES0099'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.1 METER (0.3 FT) EAST OF THE
 ES0099'WEST CONCRETE BRIDGE RAIL AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH
 ES0099'EDGE OF THE BRIDGE.
 ES0099'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 ES0099
 ES0099                          STATION RECOVERY (2008)
 ES0099
 ES0099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 ES0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0106 ***********************************************************************
 DB0106  DESIGNATION -  B 350
 DB0106  PID         -  DB0106
 DB0106  STATE/COUNTY-  AZ/YUMA
 DB0106  USGS QUAD   -  FORTUNA MINE (1965)
 DB0106
 DB0106                         *CURRENT SURVEY CONTROL
 DB0106  ___________________________________________________________________
 DB0106* NAD 83(1986)-  32 30 23.     (N)    114 20 32.     (W)     SCALED    
 DB0106* NAVD 88     -       175.86   (+/-2cm)     577.0    (feet)  VERTCON   
 DB0106  ___________________________________________________________________
 DB0106  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DB0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0106
 DB0106.The horizontal coordinates were scaled from a topographic map and have
 DB0106.an estimated accuracy of +/- 6 seconds.
 DB0106
 DB0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0106.The vertical order pertains to the NGVD 29 superseded value.
 DB0106
 DB0106.The geoid height was determined by GEOID03.
 DB0106
 DB0106;                    North         East    Units  Estimated Accuracy
 DB0106;SPC AZ W     -   167,180.      157,710.      MT  (+/- 180 meters Scaled)
 DB0106
 DB0106                          SUPERSEDED SURVEY CONTROL
 DB0106
 DB0106  NGVD 29 (??/??/??)  175.195  (m)          574.79   (f) ADJUSTED    2 0
 DB0106
 DB0106.Superseded values are not recommended for survey control.
 DB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0106.See file dsdata.txt to determine how the superseded data were derived.
 DB0106
 DB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR496996(NAD 83)
 DB0106_MARKER: DB = BENCH MARK DISK
 DB0106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0106_SP_SET: 8 FEET
 DB0106_STAMPING: B 350 1962
 DB0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0106
 DB0106  HISTORY     - Date     Condition        Report By
 DB0106  HISTORY     - 1962     MONUMENTED       CGS
 DB0106
 DB0106                          STATION DESCRIPTION
 DB0106
 DB0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0106'21.1 MI SSW FROM LIGURTA.
 DB0106'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0106'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0106'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0106'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL WHICH FOLLOWS A
 DB0106'WASH, THENCE 1.9 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 2.1 MILES
 DB0106'SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN POST WHICH PROJECTS 16
 DB0106'FEET AND IS NUMBER 10, 0.3 MILE SOUTHEAST OF A WASH, 21 FEET
 DB0106'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST OF
 DB0106'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DB0106'ROAD, AND CLAMPED ON THE TOP OF A COPPER COATED ROD WHICH IS
 DB0106'DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 DB0106'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0974 ***********************************************************************
 DA0974  DESIGNATION -  B 351
 DA0974  PID         -  DA0974
 DA0974  STATE/COUNTY-  AZ/YUMA
 DA0974  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0974
 DA0974                         *CURRENT SURVEY CONTROL
 DA0974  ___________________________________________________________________
 DA0974* NAD 83(1986)-  32 27 23.     (N)    113 40 33.     (W)     SCALED    
 DA0974* NAVD 88     -       210.94   (+/-2cm)     692.1    (feet)  VERTCON   
 DA0974  ___________________________________________________________________
 DA0974  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DA0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0974
 DA0974.The horizontal coordinates were scaled from a topographic map and have
 DA0974.an estimated accuracy of +/- 6 seconds.
 DA0974
 DA0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0974.The vertical order pertains to the NGVD 29 superseded value.
 DA0974
 DA0974.The geoid height was determined by GEOID03.
 DA0974
 DA0974;                    North         East    Units  Estimated Accuracy
 DA0974;SPC AZ W     -   161,480.      220,330.      MT  (+/- 180 meters Scaled)
 DA0974
 DA0974                          SUPERSEDED SURVEY CONTROL
 DA0974
 DA0974  NGVD 29 (??/??/92)  210.297  (m)          689.95   (f) ADJ UNCH    2 0
 DA0974
 DA0974.Superseded values are not recommended for survey control.
 DA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0974.See file dsdata.txt to determine how the superseded data were derived.
 DA0974
 DA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA484941(NAD 83)
 DA0974_MARKER: DB = BENCH MARK DISK
 DA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0974_STAMPING: B 351 1962
 DA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0974+STABILITY: SURFACE MOTION
 DA0974
 DA0974  HISTORY     - Date     Condition        Report By
 DA0974  HISTORY     - 1962     MONUMENTED       CGS
 DA0974
 DA0974                          STATION DESCRIPTION
 DA0974
 DA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0974'27.5 MI SE FROM TACNA.
 DA0974'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0974'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 5.1
 DA0974'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL.  2.2
 DA0974'MILES NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0974'16 FEET AND IS NUMBERED 2, 31 FEET EAST OF THE CENTER LINE OF THE
 DA0974'ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0974'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0794 ***********************************************************************
 DA0794  DESIGNATION -  B 352
 DA0794  PID         -  DA0794
 DA0794  STATE/COUNTY-  AZ/YUMA
 DA0794  USGS QUAD   -  AGUILA MOUNTAINS SW (1990)
 DA0794
 DA0794                         *CURRENT SURVEY CONTROL
 DA0794  ___________________________________________________________________
 DA0794* NAD 83(1986)-  32 30 24.     (N)    113 23 23.     (W)     SCALED    
 DA0794* NAVD 88     -       177.53   (+/-2cm)     582.4    (feet)  VERTCON   
 DA0794  ___________________________________________________________________
 DA0794  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DA0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0794
 DA0794.The horizontal coordinates were scaled from a topographic map and have
 DA0794.an estimated accuracy of +/- 6 seconds.
 DA0794
 DA0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0794.The vertical order pertains to the NGVD 29 superseded value.
 DA0794
 DA0794.The geoid height was determined by GEOID03.
 DA0794
 DA0794;                    North         East    Units  Estimated Accuracy
 DA0794;SPC AZ W     -   167,110.      247,210.      MT  (+/- 180 meters Scaled)
 DA0794
 DA0794                          SUPERSEDED SURVEY CONTROL
 DA0794
 DA0794  NGVD 29 (??/??/92)  176.911  (m)          580.42   (f) ADJ UNCH    2 0
 DA0794
 DA0794.Superseded values are not recommended for survey control.
 DA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0794.See file dsdata.txt to determine how the superseded data were derived.
 DA0794
 DA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA755991(NAD 83)
 DA0794_MARKER: DB = BENCH MARK DISK
 DA0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0794_STAMPING: B 352 1961
 DA0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0794+STABILITY: SURFACE MOTION
 DA0794
 DA0794  HISTORY     - Date     Condition        Report By
 DA0794  HISTORY     - 1961     MONUMENTED       CGS
 DA0794  HISTORY     - 1962     GOOD             NGS
 DA0794
 DA0794                          STATION DESCRIPTION
 DA0794
 DA0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0794'9.4 MI W FROM TONY TANK.
 DA0794'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0794'TONY TANK.  THENCE 7.7 MILES SOUTHWEST ALONG A TRAIL ROAD, 3.7 MILES
 DA0794'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0794'FEET AND IS NUMBERED 38, 2.6 MILES GENERALLY SOUTHWESTERLY DIRECTION
 DA0794'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0794'IS NUMBERED 37, 25 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL
 DA0794'ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0794'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0860 ***********************************************************************
 DA0860  DESIGNATION -  B 353
 DA0860  PID         -  DA0860
 DA0860  STATE/COUNTY-  AZ/PIMA
 DA0860  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA0860
 DA0860                         *CURRENT SURVEY CONTROL
 DA0860  ___________________________________________________________________
 DA0860* NAD 83(1986)-  32 29 03.     (N)    113 15 17.     (W)     SCALED    
 DA0860* NAVD 88     -       210.74   (+/-2cm)     691.4    (feet)  VERTCON   
 DA0860  ___________________________________________________________________
 DA0860  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0860
 DA0860.The horizontal coordinates were scaled from a topographic map and have
 DA0860.an estimated accuracy of +/- 6 seconds.
 DA0860
 DA0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0860.The vertical order pertains to the NGVD 29 superseded value.
 DA0860
 DA0860.The geoid height was determined by GEOID03.
 DA0860
 DA0860;                    North         East    Units  Estimated Accuracy
 DA0860;SPC AZ C     -   165,340.       87,600.      MT  (+/- 180 meters Scaled)
 DA0860
 DA0860                          SUPERSEDED SURVEY CONTROL
 DA0860
 DA0860  NGVD 29 (??/??/92)  210.108  (m)          689.33   (f) ADJ UNCH    2 0
 DA0860
 DA0860.Superseded values are not recommended for survey control.
 DA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0860.See file dsdata.txt to determine how the superseded data were derived.
 DA0860
 DA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA881963(NAD 83)
 DA0860_MARKER: DB = BENCH MARK DISK
 DA0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0860_STAMPING: B 353 1961
 DA0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0860+STABILITY: SURFACE MOTION
 DA0860
 DA0860  HISTORY     - Date     Condition        Report By
 DA0860  HISTORY     - 1961     MONUMENTED       CGS
 DA0860  HISTORY     - 1962     GOOD             NGS
 DA0860
 DA0860                          STATION DESCRIPTION
 DA0860
 DA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0860'1.65 MI SE FROM TONY TANK.
 DA0860'ABOUT 1.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0860'TANK AT TONY TANK, 3.3 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0860'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 36, 1.5 MILES
 DA0860'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0860'FEET AND IS NUMBERED 43, ABOUT 100 YARDS EAST OF THE SOUTHEAST END OF
 DA0860'A GROUP OF MESQUITE TREES, 14 FEET NORTHEAST OF A TRAIL ROAD, 1.5 FEET
 DA0860'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0860'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0180 ***********************************************************************
 DB0180  DESIGNATION -  B 353
 DB0180  PID         -  DB0180
 DB0180  STATE/COUNTY-  AZ/YUMA
 DB0180  USGS QUAD   -  LIGURTA (1965)
 DB0180
 DB0180                         *CURRENT SURVEY CONTROL
 DB0180  ___________________________________________________________________
 DB0180* NAD 83(1986)-  32 39 38.     (N)    114 19 37.     (W)     SCALED    
 DB0180* NAVD 88     -       241.48   (+/-2cm)     792.3    (feet)  VERTCON   
 DB0180  ___________________________________________________________________
 DB0180  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0180  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0180
 DB0180.The horizontal coordinates were scaled from a topographic map and have
 DB0180.an estimated accuracy of +/- 6 seconds.
 DB0180
 DB0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0180.The vertical order pertains to the NGVD 29 superseded value.
 DB0180
 DB0180.The geoid height was determined by GEOID03.
 DB0180
 DB0180;                    North         East    Units  Estimated Accuracy
 DB0180;SPC AZ W     -   184,260.      159,240.      MT  (+/- 180 meters Scaled)
 DB0180
 DB0180                          SUPERSEDED SURVEY CONTROL
 DB0180
 DB0180  NGVD 29 (??/??/??)  240.822  (m)          790.10   (f) ADJUSTED    1 2
 DB0180
 DB0180.Superseded values are not recommended for survey control.
 DB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0180.See file dsdata.txt to determine how the superseded data were derived.
 DB0180
 DB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS506168(NAD 83)
 DB0180_MARKER: DB = BENCH MARK DISK
 DB0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0180_SP_SET: FOUNDATION
 DB0180_STAMPING: B 353 1960
 DB0180_MARK LOGO: CGS   
 DB0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0180
 DB0180  HISTORY     - Date     Condition        Report By
 DB0180  HISTORY     - 1960     MONUMENTED       CGS
 DB0180  HISTORY     - 1967     GOOD             AZHD
 DB0180  HISTORY     - 1981     GOOD             NGS
 DB0180  HISTORY     - 1981     GOOD             NGS
 DB0180
 DB0180                          STATION DESCRIPTION
 DB0180
 DB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0180'2.2 MI W FROM LIGURTA.
 DB0180'2.2 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA TO THE SUMMIT OF
 DB0180'TELEGRAPH PASS, 100 FEET NORTHWEST OF HIGHWAY MILE POLE 22, 75
 DB0180'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN A DRILL HOLE
 DB0180'IN A CONCRETE FOUNDATION WHICH WAS ORIGINALY USED TO SUPPORT A
 DB0180'YARD LIGHT AT A SERVICE STATION (ABANDONED) AND IS ABOUT 10
 DB0180'FEET HIGHER THAN THE HIGHWAY.
 DB0180
 DB0180                          STATION RECOVERY (1967)
 DB0180
 DB0180'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DB0180'RECOVERED IN GOOD CONDITION.
 DB0180
 DB0180                          STATION RECOVERY (1981)
 DB0180
 DB0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0180'RECOVERED IN GOOD CONDITION.
 DB0180
 DB0180                          STATION RECOVERY (1981)
 DB0180
 DB0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0830 ***********************************************************************
 DA0830  DESIGNATION -  B 354
 DA0830  PID         -  DA0830
 DA0830  STATE/COUNTY-  AZ/MARICOPA
 DA0830  USGS QUAD   -  SENTINEL NE (1986)
 DA0830
 DA0830                         *CURRENT SURVEY CONTROL
 DA0830  ___________________________________________________________________
 DA0830* NAD 83(1986)-  32 53 09.     (N)    113 04 54.     (W)     SCALED    
 DA0830* NAVD 88     -       226.67   (+/-2cm)     743.7    (feet)  VERTCON   
 DA0830  ___________________________________________________________________
 DA0830  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0830
 DA0830.The horizontal coordinates were scaled from a topographic map and have
 DA0830.an estimated accuracy of +/- 6 seconds.
 DA0830
 DA0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0830.The vertical order pertains to the NGVD 29 superseded value.
 DA0830
 DA0830.The geoid height was determined by GEOID03.
 DA0830
 DA0830;                    North         East    Units  Estimated Accuracy
 DA0830;SPC AZ C     -   209,690.      104,360.      MT  (+/- 180 meters Scaled)
 DA0830
 DA0830                          SUPERSEDED SURVEY CONTROL
 DA0830
 DA0830  NGVD 29 (??/??/92)  226.050  (m)          741.63   (f) ADJ UNCH    2 0
 DA0830
 DA0830.Superseded values are not recommended for survey control.
 DA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0830.See file dsdata.txt to determine how the superseded data were derived.
 DA0830
 DA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB052405(NAD 83)
 DA0830_MARKER: DB = BENCH MARK DISK
 DA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0830_STAMPING: B 354 1960
 DA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0830+STABILITY: SURFACE MOTION
 DA0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0830+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0830
 DA0830  HISTORY     - Date     Condition        Report By
 DA0830  HISTORY     - 1960     MONUMENTED       CGS
 DA0830  HISTORY     - 20060128 GOOD             USPSQD
 DA0830  HISTORY     - 20060128 GOOD             USPSQD
 DA0830
 DA0830                          STATION DESCRIPTION
 DA0830
 DA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0830'7.7 MI E FROM SENTINEL.
 DA0830'7.7 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0830'276 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 36
 DA0830'FEET SOUTH OF A FENCE LINE, 4 FEET NORTH OF A METAL WITNESS POST WITH
 DA0830'SIGN, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 DA0830
 DA0830                          STATION RECOVERY (2006)
 DA0830
 DA0830'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0830'RECOVERED AS DESCRIBED.
 DA0830
 DA0830                          STATION RECOVERY (2006)
 DA0830
 DA0830'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0830'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0988 ***********************************************************************
 DA0988  DESIGNATION -  B 355
 DA0988  PID         -  DA0988
 DA0988  STATE/COUNTY-  AZ/YUMA
 DA0988  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0988
 DA0988                         *CURRENT SURVEY CONTROL
 DA0988  ___________________________________________________________________
 DA0988* NAD 83(1986)-  32 16 10.     (N)    113 41 30.     (W)     SCALED    
 DA0988* NAVD 88     -       310.45   (+/-2cm)    1018.5    (feet)  VERTCON   
 DA0988  ___________________________________________________________________
 DA0988  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DA0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0988
 DA0988.The horizontal coordinates were scaled from a topographic map and have
 DA0988.an estimated accuracy of +/- 6 seconds.
 DA0988
 DA0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0988.The vertical order pertains to the NGVD 29 superseded value.
 DA0988
 DA0988.The geoid height was determined by GEOID03.
 DA0988
 DA0988;                    North         East    Units  Estimated Accuracy
 DA0988;SPC AZ W     -   140,750.      218,860.      MT  (+/- 180 meters Scaled)
 DA0988
 DA0988                          SUPERSEDED SURVEY CONTROL
 DA0988
 DA0988  NGVD 29 (??/??/92)  309.763  (m)         1016.28   (f) ADJ UNCH    2 0
 DA0988
 DA0988.Superseded values are not recommended for survey control.
 DA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0988.See file dsdata.txt to determine how the superseded data were derived.
 DA0988
 DA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA464734(NAD 83)
 DA0988_MARKER: DB = BENCH MARK DISK
 DA0988_SETTING: 66 = SET IN ROCK OUTCROP
 DA0988_SP_SET: ROCK OUTCROP
 DA0988_STAMPING: B 355 1962
 DA0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0988+STABILITY: POSITION/ELEVATION WELL
 DA0988
 DA0988  HISTORY     - Date     Condition        Report By
 DA0988  HISTORY     - 1962     MONUMENTED       CGS
 DA0988
 DA0988                          STATION DESCRIPTION
 DA0988
 DA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0988'6.4 MI NE FROM TULE WELL.
 DA0988'ABOUT 6.4 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0988'COMMISSION SHELTER AT TULE WELL, 1.9 MILES IN A GENERAL NORTHERLY
 DA0988'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0988'16 FEET AND IS NUMBERED 27, AT THE JUNCTION OF THE ROAD AND A WASH
 DA0988'WHICH FOLLOWS THE SOUTHWEST SIDE OF A MOUNTAIN OF ROCK, 22 FEET
 DA0988'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A FLAT
 DA0988'GRANITE OUTCROP WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND, 73
 DA0988'FEET NORTHEAST OF AND ACROSS THE ROAD FROM A ROCKY WASH, AND ABOUT 1
 DA0988'1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0263 ***********************************************************************
 CZ0263  DESIGNATION -  B 355
 CZ0263  PID         -  CZ0263
 CZ0263  STATE/COUNTY-  AZ/PIMA
 CZ0263  USGS QUAD   -  VAIL (1981)
 CZ0263
 CZ0263                         *CURRENT SURVEY CONTROL
 CZ0263  ___________________________________________________________________
 CZ0263* NAD 83(1986)-  32 01 53.     (N)    110 43 36.     (W)     SCALED    
 CZ0263* NAVD 88     -       985.825  (meters)    3234.33   (feet)  ADJUSTED  
 CZ0263  ___________________________________________________________________
 CZ0263  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CZ0263  DYNAMIC HT  -         984.404 (meters)    3229.67  (feet)  COMP
 CZ0263  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 CZ0263
 CZ0263  VERT ORDER  -  FIRST     CLASS II
 CZ0263
 CZ0263.The horizontal coordinates were scaled from a topographic map and have
 CZ0263.an estimated accuracy of +/- 6 seconds.
 CZ0263
 CZ0263.The orthometric height was determined by differential leveling
 CZ0263.and adjusted in June 1991.
 CZ0263
 CZ0263.The geoid height was determined by GEOID03.
 CZ0263
 CZ0263.The dynamic height is computed by dividing the NAVD 88
 CZ0263.geopotential number by the normal gravity value computed on the
 CZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0263.degrees latitude (g = 980.6199 gals.).
 CZ0263
 CZ0263.The modeled gravity was interpolated from observed gravity values.
 CZ0263
 CZ0263;                    North         East    Units  Estimated Accuracy
 CZ0263;SPC AZ C     -   114,970.      325,760.      MT  (+/- 180 meters Scaled)
 CZ0263
 CZ0263                          SUPERSEDED SURVEY CONTROL
 CZ0263
 CZ0263  NGVD 29 (??/??/92)  985.112  (m)         3231.99   (f) ADJ UNCH    1 2
 CZ0263
 CZ0263.Superseded values are not recommended for survey control.
 CZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0263.See file dsdata.txt to determine how the superseded data were derived.
 CZ0263
 CZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA258439(NAD 83)
 CZ0263_MARKER: DB = BENCH MARK DISK
 CZ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0263_STAMPING: B 355 1960
 CZ0263_PROJECTION: PROJECTING 8 CENTIMETERS
 CZ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0263+STABILITY: SURFACE MOTION
 CZ0263
 CZ0263  HISTORY     - Date     Condition        Report By
 CZ0263  HISTORY     - 1960     MONUMENTED       CGS
 CZ0263  HISTORY     - 1979     GOOD             NGS
 CZ0263
 CZ0263                          STATION DESCRIPTION
 CZ0263
 CZ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0263'17.5 MI SE FROM TUCSON.
 CZ0263'17.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0263'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 265, 108 FEET SOUTHWEST OF
 CZ0263'THE MILE POST, 89 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 CZ0263'TRAFFIC LANE, 5 FEET NORTHEAST OF A FENCE LINE, 1.7 FEET SOUTHWEST OF
 CZ0263'A METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 CZ0263'INCHES.
 CZ0263
 CZ0263                          STATION RECOVERY (1979)
 CZ0263
 CZ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0263'18.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0263'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.1 MILE SOUTHEAST OF THE CROSSING
 CZ0263'OF A POWER LINE, 89 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 CZ0263'TRAFFIC LANE, 240 FEET WEST OF MILE POST 279, 156 FEET NORTHWEST OF
 CZ0263'THE SOUTHWESTERNMOST POST SUPPORTING A SIGN READING EXIT 279 VAIL ROAD
 CZ0263'WENTWORTH ROAD NEXT RIGHT AND 5 FEET NORTHEAST OF THE SOUTHWEST
 CZ0263'RIGHT-OF-WAY FENCE.
 CZ0263'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0263'THE MARK IS 4 FT BELOW EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0409 ***********************************************************************
 GR0409  DESIGNATION -  B 356
 GR0409  PID         -  GR0409
 GR0409  STATE/COUNTY-  AZ/MOHAVE
 GR0409  USGS QUAD   -  BONELLI BAY (1983)
 GR0409
 GR0409                         *CURRENT SURVEY CONTROL
 GR0409  ___________________________________________________________________
 GR0409* NAD 83(1986)-  36 05 28.     (N)    114 29 33.     (W)     SCALED    
 GR0409* NAVD 88     -       366.194  (meters)    1201.42   (feet)  POSTED    
 GR0409  ___________________________________________________________________
 GR0409  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR0409  DYNAMIC HT  -         365.840 (meters)    1200.26  (feet)  COMP
 GR0409  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 GR0409
 GR0409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0409
 GR0409.The horizontal coordinates were scaled from a topographic map and have
 GR0409.an estimated accuracy of +/- 6 seconds.
 GR0409
 GR0409.The orthometric height was determined by differential leveling
 GR0409.and adjusted by the  in 1992.
 GR0409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0409.rate of 0.0 thru 1.0 mm/km.
 GR0409
 GR0409.The geoid height was determined by GEOID03.
 GR0409
 GR0409.The dynamic height is computed by dividing the NAVD 88
 GR0409.geopotential number by the normal gravity value computed on the
 GR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0409.degrees latitude (g = 980.6199 gals.).
 GR0409
 GR0409.The modeled gravity was interpolated from observed gravity values.
 GR0409
 GR0409;                    North         East    Units  Estimated Accuracy
 GR0409;SPC AZ W     -   564,900.      146,490.      MT  (+/- 180 meters Scaled)
 GR0409
 GR0409                          SUPERSEDED SURVEY CONTROL
 GR0409
 GR0409  NGVD 29 (??/??/92)  365.489  (m)         1199.11   (f) ADJ UNCH    1 2
 GR0409
 GR0409.Superseded values are not recommended for survey control.
 GR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0409.See file dsdata.txt to determine how the superseded data were derived.
 GR0409
 GR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV257969(NAD 83)
 GR0409_MARKER: DB = BENCH MARK DISK
 GR0409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0409_STAMPING: B 356 1963
 GR0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0409
 GR0409  HISTORY     - Date     Condition        Report By
 GR0409  HISTORY     - 1963     MONUMENTED       CGS
 GR0409
 GR0409                          STATION DESCRIPTION
 GR0409
 GR0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0409'0.9 MI NW FROM BONELLI LANDING.
 GR0409'0.9 MILE NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0409'BONELLI LANDING, 1.1 MILES NORTHWEST OF BENCH MARK A 356, ON TOP OF
 GR0409'THE NORTHEAST END OF A LOW RIDGE, ABOUT 5 FEET SOUTHWEST OF THE HIGH
 GR0409'WATER LINE, 2.6 FEET SOUTHWEST OF A WITNESS POST, AND BRAZED ON THE
 GR0409'TOP OF A 3-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0835 ***********************************************************************
 ET0835  DESIGNATION -  B 357
 ET0835  PID         -  ET0835
 ET0835  STATE/COUNTY-  AZ/MOHAVE
 ET0835  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0835
 ET0835                         *CURRENT SURVEY CONTROL
 ET0835  ___________________________________________________________________
 ET0835* NAD 83(1986)-  34 15 45.     (N)    113 59 02.     (W)     SCALED    
 ET0835* NAVD 88     -       179.22   (+/-2cm)     588.0    (feet)  VERTCON   
 ET0835  ___________________________________________________________________
 ET0835  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ET0835  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0835
 ET0835.The horizontal coordinates were scaled from a topographic map and have
 ET0835.an estimated accuracy of +/- 6 seconds.
 ET0835
 ET0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0835.The vertical order pertains to the NGVD 29 superseded value.
 ET0835
 ET0835.The geoid height was determined by GEOID03.
 ET0835
 ET0835;                    North         East    Units  Estimated Accuracy
 ET0835;SPC AZ W     -   361,810.      191,820.      MT  (+/- 180 meters Scaled)
 ET0835
 ET0835                          SUPERSEDED SURVEY CONTROL
 ET0835
 ET0835  NGVD 29 (08/15/05)  178.607  (m)          585.98   (f) ADJUSTED    1 1
 ET0835
 ET0835.Superseded values are not recommended for survey control.
 ET0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0835.See file dsdata.txt to determine how the superseded data were derived.
 ET0835
 ET0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC252952(NAD 83)
 ET0835_MARKER: DB = BENCH MARK DISK
 ET0835_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ET0835_STAMPING: B 357 1976
 ET0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0835
 ET0835  HISTORY     - Date     Condition        Report By
 ET0835  HISTORY     - 1976     MONUMENTED       NGS
 ET0835
 ET0835                          STATION DESCRIPTION
 ET0835
 ET0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0835'29.85 MI NW FROM BOUSE.
 ET0835'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0835'BOUSE, THENCE 1.4 MILES WEST ALONG THE PLANET RANCH ROAD, THENCE 0.5
 ET0835'MILE NORTH ALONG A DIM ROAD, ON THE EAST SIDE OF A ROCK BLUFF, IN TOP
 ET0835'OF THE EAST SIDE OF A 12 BY 11 FT. FLAT BOULDER PROJECTING 2 FT. ABOVE
 ET0835'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0172 ***********************************************************************
 CZ0172  DESIGNATION -  B 358
 CZ0172  PID         -  CZ0172
 CZ0172  STATE/COUNTY-  AZ/PIMA
 CZ0172  USGS QUAD   -  TUCSON SW (1992)
 CZ0172
 CZ0172                         *CURRENT SURVEY CONTROL
 CZ0172  ___________________________________________________________________
 CZ0172* NAD 83(1986)-  32 02 02.     (N)    110 59 35.     (W)     SCALED    
 CZ0172* NAVD 88     -       819.02   (+/-2cm)    2687.1    (feet)  VERTCON   
 CZ0172  ___________________________________________________________________
 CZ0172  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0172
 CZ0172.The horizontal coordinates were scaled from a topographic map and have
 CZ0172.an estimated accuracy of +/- 6 seconds.
 CZ0172
 CZ0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0172.The vertical order pertains to the NGVD 29 superseded value.
 CZ0172
 CZ0172.The geoid height was determined by GEOID03.
 CZ0172
 CZ0172;                    North         East    Units  Estimated Accuracy
 CZ0172;SPC AZ C     -   115,000.      300,600.      MT  (+/- 180 meters Scaled)
 CZ0172
 CZ0172                          SUPERSEDED SURVEY CONTROL
 CZ0172
 CZ0172  NGVD 29 (??/??/92)  818.370  (m)         2684.94   (f) ADJ UNCH    2 0
 CZ0172
 CZ0172.Superseded values are not recommended for survey control.
 CZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0172.See file dsdata.txt to determine how the superseded data were derived.
 CZ0172
 CZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA006441(NAD 83)
 CZ0172_MARKER: DB = BENCH MARK DISK
 CZ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0172_STAMPING: B 358 1960
 CZ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0172+STABILITY: SURFACE MOTION
 CZ0172
 CZ0172  HISTORY     - Date     Condition        Report By
 CZ0172  HISTORY     - 1960     MONUMENTED       CGS
 CZ0172  HISTORY     - 1967     GOOD             USGS
 CZ0172  HISTORY     - 19950115 GOOD             USPSQD
 CZ0172
 CZ0172                          STATION DESCRIPTION
 CZ0172
 CZ0172'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0172'6.4 MI SE FROM TUCSON.
 CZ0172'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0172'U.S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALONCIA ROAD, THENCE 6.8
 CZ0172'MILES SOUTH ON INTERSTATE HIGHWAY 19, 137 FEET WEST OF THE CENTER OF
 CZ0172'THE WEST LANE OF THE FREEWAY, 2 FEET SOUTH OF WITNESS POST, AND SET IN
 CZ0172'THE TOP OF A 12 INCH DIAMETER CONCRETE POST PROJECTING 2 INCHES.
 CZ0172
 CZ0172                          STATION RECOVERY (1995)
 CZ0172
 CZ0172'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0174 ***********************************************************************
 GQ0174  DESIGNATION -  B 359
 GQ0174  PID         -  GQ0174
 GQ0174  STATE/COUNTY-  AZ/MOHAVE
 GQ0174  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0174
 GQ0174                         *CURRENT SURVEY CONTROL
 GQ0174  ___________________________________________________________________
 GQ0174* NAD 83(1986)-  36 56 35.     (N)    113 48 05.     (W)     SCALED    
 GQ0174* NAVD 88     -       641.251  (meters)    2103.84   (feet)  POSTED    
 GQ0174  ___________________________________________________________________
 GQ0174  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 GQ0174  DYNAMIC HT  -         640.580 (meters)    2101.64  (feet)  COMP
 GQ0174  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 GQ0174
 GQ0174  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0174
 GQ0174.The horizontal coordinates were scaled from a topographic map and have
 GQ0174.an estimated accuracy of +/- 6 seconds.
 GQ0174
 GQ0174.The orthometric height was determined by differential leveling
 GQ0174.and adjusted by the  in 1992.
 GQ0174.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0174.rate of 1.1 thru 2.0 mm/km.
 GQ0174
 GQ0174.The geoid height was determined by GEOID03.
 GQ0174
 GQ0174.The dynamic height is computed by dividing the NAVD 88
 GQ0174.geopotential number by the normal gravity value computed on the
 GQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0174.degrees latitude (g = 980.6199 gals.).
 GQ0174
 GQ0174.The modeled gravity was interpolated from observed gravity values.
 GQ0174
 GQ0174;                    North         East    Units  Estimated Accuracy
 GQ0174;SPC AZ W     -   659,170.      208,780.      MT  (+/- 180 meters Scaled)
 GQ0174
 GQ0174                          SUPERSEDED SURVEY CONTROL
 GQ0174
 GQ0174  NGVD 29 (??/??/92)  640.445  (m)         2101.19   (f) ADJ UNCH    2 0
 GQ0174
 GQ0174.Superseded values are not recommended for survey control.
 GQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0174.See file dsdata.txt to determine how the superseded data were derived.
 GQ0174
 GQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF505922(NAD 83)
 GQ0174_MARKER: DB = BENCH MARK DISK
 GQ0174_SETTING: 80 = SET IN A BOULDER
 GQ0174_SP_SET: BOUDLDER
 GQ0174_STAMPING: B 359 1960
 GQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0174+STABILITY: SURFACE MOTION
 GQ0174
 GQ0174  HISTORY     - Date     Condition        Report By
 GQ0174  HISTORY     - 1960     MONUMENTED       CGS
 GQ0174  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0174
 GQ0174                          STATION DESCRIPTION
 GQ0174
 GQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0174'10.5 MI NE FROM LITTLEFIELD.
 GQ0174'0.1 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0174'BLACKTOP ROAD TO A TRAIL LEADING NORTHEAST, THENCE 3.5 MILES NORTHEAST
 GQ0174'TO A TRAIL ROAD CROSSING THE VIRGIN RIVER TO STATION BEAVER, THENCE
 GQ0174'1.1 MILES NORTHEAST TO THE MOUTH OF THE GORGE OF THE VIRGIN RIVER,
 GQ0174'THENCE 5.8 MILES NORTHEAST FOLLOWING THE RIVER BED TO A PROMINENT
 GQ0174'OUTCROP AT THE MARK, 200 FEET NORTH OF THE RIVER BANK CEMENTED IN A
 GQ0174'DRILL HOLE IN A BOULDER.
 GQ0174
 GQ0174                          STATION RECOVERY (1982)
 GQ0174
 GQ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0606 ***********************************************************************
 DA0606  DESIGNATION -  B 360
 DA0606  PID         -  DA0606
 DA0606  STATE/COUNTY-  AZ/MARICOPA
 DA0606  USGS QUAD   -  GILA BEND (1973)
 DA0606
 DA0606                         *CURRENT SURVEY CONTROL
 DA0606  ___________________________________________________________________
 DA0606* NAD 83(1986)-  32 56 57.     (N)    112 41 49.     (W)     SCALED    
 DA0606* NAVD 88     -       230.775  (meters)     757.13   (feet)  ADJUSTED  
 DA0606  ___________________________________________________________________
 DA0606  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0606  DYNAMIC HT  -         230.502 (meters)     756.24  (feet)  COMP
 DA0606  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 DA0606
 DA0606  VERT ORDER  -  FIRST     CLASS II
 DA0606
 DA0606.The horizontal coordinates were scaled from a topographic map and have
 DA0606.an estimated accuracy of +/- 6 seconds.
 DA0606
 DA0606.The orthometric height was determined by differential leveling
 DA0606.and adjusted in June 1991.
 DA0606
 DA0606.The geoid height was determined by GEOID03.
 DA0606
 DA0606.The dynamic height is computed by dividing the NAVD 88
 DA0606.geopotential number by the normal gravity value computed on the
 DA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0606.degrees latitude (g = 980.6199 gals.).
 DA0606
 DA0606.The modeled gravity was interpolated from observed gravity values.
 DA0606
 DA0606;                    North         East    Units  Estimated Accuracy
 DA0606;SPC AZ C     -   216,390.      140,410.      MT  (+/- 180 meters Scaled)
 DA0606
 DA0606                          SUPERSEDED SURVEY CONTROL
 DA0606
 DA0606  NGVD 29 (??/??/92)  230.175  (m)          755.17   (f) ADJ UNCH    1 2
 DA0606
 DA0606.Superseded values are not recommended for survey control.
 DA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0606.See file dsdata.txt to determine how the superseded data were derived.
 DA0606
 DA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB413469(NAD 83)
 DA0606_MARKER: DB = BENCH MARK DISK
 DA0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0606_SP_SET: CULVERT
 DA0606_STAMPING: B 360 1967
 DA0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA0606+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0606
 DA0606  HISTORY     - Date     Condition        Report By
 DA0606  HISTORY     - 1967     MONUMENTED       CGS
 DA0606  HISTORY     - 1980     GOOD             NGS
 DA0606  HISTORY     - 1980     GOOD             NGS
 DA0606  HISTORY     - 19941202 POOR             USPSQD
 DA0606  HISTORY     - 20060219 GOOD             USPSQD
 DA0606  HISTORY     - 20070417 GOOD             GEOCAC
 DA0606
 DA0606                          STATION DESCRIPTION
 DA0606
 DA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0606'1.2 MI E FROM GILA BEND.
 DA0606'1.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0606'GILA BEND, IN S 32, T 5 S, R 4 W, AT THE RAILROAD UNDERPASS FOR
 DA0606'INTERSTATE HIGHWAY 8, 8 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 DA0606'TRACK, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE RETAINING
 DA0606'WALL, 24 FEET EAST OF THE MOST EASTERLY ONE OF FOUR CONCRETE PILLARS,
 DA0606'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS.
 DA0606
 DA0606                          STATION RECOVERY (1980)
 DA0606
 DA0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0606'RECOVERED IN GOOD CONDITION.
 DA0606
 DA0606                          STATION RECOVERY (1980)
 DA0606
 DA0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0606'RECOVERED IN GOOD CONDITION.
 DA0606
 DA0606                          STATION RECOVERY (1994)
 DA0606
 DA0606'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0606'MARK RECOVERED IN POOR CONDITION.
 DA0606
 DA0606                          STATION RECOVERY (2006)
 DA0606
 DA0606'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0606'RECOVERED AS DESCRIBED.
 DA0606
 DA0606                          STATION RECOVERY (2007)
 DA0606
 DA0606'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0606'MARK BATTERED, BUT SOLID
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0694 ***********************************************************************
 DA0694  DESIGNATION -  B 361
 DA0694  PID         -  DA0694
 DA0694  STATE/COUNTY-  AZ/MARICOPA
 DA0694  USGS QUAD   -  GILA BEND (1973)
 DA0694
 DA0694                         *CURRENT SURVEY CONTROL
 DA0694  ___________________________________________________________________
 DA0694* NAD 83(1986)-  32 59 29.     (N)    112 40 24.     (W)     SCALED    
 DA0694* NAVD 88     -       224.281  (meters)     735.83   (feet)  ADJUSTED  
 DA0694  ___________________________________________________________________
 DA0694  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0694  DYNAMIC HT  -         224.017 (meters)     734.96  (feet)  COMP
 DA0694  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 DA0694
 DA0694  VERT ORDER  -  FIRST     CLASS II
 DA0694
 DA0694.The horizontal coordinates were scaled from a topographic map and have
 DA0694.an estimated accuracy of +/- 6 seconds.
 DA0694
 DA0694.The orthometric height was determined by differential leveling
 DA0694.and adjusted in June 1991.
 DA0694
 DA0694.The geoid height was determined by GEOID03.
 DA0694
 DA0694.The dynamic height is computed by dividing the NAVD 88
 DA0694.geopotential number by the normal gravity value computed on the
 DA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0694.degrees latitude (g = 980.6199 gals.).
 DA0694
 DA0694.The modeled gravity was interpolated from observed gravity values.
 DA0694
 DA0694;                    North         East    Units  Estimated Accuracy
 DA0694;SPC AZ C     -   221,050.      142,650.      MT  (+/- 180 meters Scaled)
 DA0694
 DA0694                          SUPERSEDED SURVEY CONTROL
 DA0694
 DA0694  NGVD 29 (??/??/92)  223.665  (m)          733.81   (f) ADJ UNCH    1 2
 DA0694
 DA0694.Superseded values are not recommended for survey control.
 DA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0694.See file dsdata.txt to determine how the superseded data were derived.
 DA0694
 DA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB436515(NAD 83)
 DA0694_MARKER: DB = BENCH MARK DISK
 DA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0694_STAMPING: B 361 1967
 DA0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0694+STABILITY: SURFACE MOTION
 DA0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0694+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 DA0694
 DA0694  HISTORY     - Date     Condition        Report By
 DA0694  HISTORY     - 1967     MONUMENTED       CGS
 DA0694  HISTORY     - 1981     GOOD             NGS
 DA0694  HISTORY     - 19941202 GOOD             USPSQD
 DA0694  HISTORY     - 20060128 GOOD             USPSQD
 DA0694  HISTORY     - 20060128 GOOD             USPSQD
 DA0694  HISTORY     - 20070417 GOOD             GEOCAC
 DA0694  HISTORY     - 20081129 GOOD             GEOCAC
 DA0694
 DA0694                          STATION DESCRIPTION
 DA0694
 DA0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0694'4.1 MI N FROM GILA BEND.
 DA0694'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0694'GILA BEND, THENCE 3.25 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DA0694'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 16, T 5 S, R 4 W, 49 1/2 FEET
 DA0694'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 1/2 FEET SOUTHWEST OF
 DA0694'THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST, 189 FEET
 DA0694'SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 DA0694'A CULVERT UNDER THE HIGHWAY, 1 FOOT EAST OF A FENCE, 1.7 FEET WEST OF
 DA0694'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 DA0694'OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0694
 DA0694                          STATION RECOVERY (1981)
 DA0694
 DA0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0694'RECOVERED IN GOOD CONDITION.
 DA0694
 DA0694                          STATION RECOVERY (1994)
 DA0694
 DA0694'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0694'RECOVERED IN GOOD CONDITION.
 DA0694
 DA0694                          STATION RECOVERY (2006)
 DA0694
 DA0694'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0694'RECOVERED AS DESCRIBED.
 DA0694
 DA0694                          STATION RECOVERY (2006)
 DA0694
 DA0694'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0694'RECOVERED AS DESCRIBED.
 DA0694
 DA0694                          STATION RECOVERY (2007)
 DA0694
 DA0694'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0694'RECOVERED IN GOOD CONDITION.
 DA0694
 DA0694                          STATION RECOVERY (2008)
 DA0694
 DA0694'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DA0694'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES
 DA0694'OF N 32 59.487' W 112 40.394'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0775 ***********************************************************************
 DV0775  DESIGNATION -  B 362
 DV0775  PID         -  DV0775
 DV0775  STATE/COUNTY-  AZ/MARICOPA
 DV0775  USGS QUAD   -  WINTERSBURG (1984)
 DV0775
 DV0775                         *CURRENT SURVEY CONTROL
 DV0775  ___________________________________________________________________
 DV0775* NAD 83(1986)-  33 23 35.     (N)    112 48 24.     (W)     SCALED    
 DV0775* NAVD 88     -       289.626  (meters)     950.21   (feet)  ADJUSTED  
 DV0775  ___________________________________________________________________
 DV0775  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0775  DYNAMIC HT  -         289.292 (meters)     949.12  (feet)  COMP
 DV0775  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 DV0775
 DV0775  VERT ORDER  -  FIRST     CLASS II
 DV0775
 DV0775.The horizontal coordinates were scaled from a topographic map and have
 DV0775.an estimated accuracy of +/- 6 seconds.
 DV0775
 DV0775.The orthometric height was determined by differential leveling
 DV0775.and adjusted in June 1991.
 DV0775
 DV0775.The geoid height was determined by GEOID03.
 DV0775
 DV0775.The dynamic height is computed by dividing the NAVD 88
 DV0775.geopotential number by the normal gravity value computed on the
 DV0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0775.degrees latitude (g = 980.6199 gals.).
 DV0775
 DV0775.The modeled gravity was interpolated from observed gravity values.
 DV0775
 DV0775;                    North         East    Units  Estimated Accuracy
 DV0775;SPC AZ C     -   265,690.      130,560.      MT  (+/- 180 meters Scaled)
 DV0775
 DV0775                          SUPERSEDED SURVEY CONTROL
 DV0775
 DV0775  NGVD 29 (??/??/92)  288.998  (m)          948.15   (f) ADJ UNCH    1 2
 DV0775
 DV0775.Superseded values are not recommended for survey control.
 DV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0775.See file dsdata.txt to determine how the superseded data were derived.
 DV0775
 DV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB319963(NAD 83)
 DV0775_MARKER: DB = BENCH MARK DISK
 DV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0775_STAMPING: B 362 1967
 DV0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0775+STABILITY: SURFACE MOTION
 DV0775
 DV0775  HISTORY     - Date     Condition        Report By
 DV0775  HISTORY     - 1967     MONUMENTED       CGS
 DV0775  HISTORY     - 1981     GOOD             NGS
 DV0775
 DV0775                          STATION DESCRIPTION
 DV0775
 DV0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0775'5.8 MI NW FROM HASSAYAMPA.
 DV0775'5.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0775'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 30, T 1 N, R 5 W,
 DV0775'AT A CROSSING OF THE ROAD AND A POWER LINE, AT THE JUNCTION OF THE
 DV0775'ROAD AND A DIRT ROAD LEADING SOUTH, 63 1/2 FEET SOUTHWEST OF THE
 DV0775'CENTER LINE OF THE ROAD, 32 FEET EAST OF THE CENTER LINE OF THE DIRT
 DV0775'ROAD, 10.2 FEET EAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE,
 DV0775'2.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 3.0 FEET BELOW THE LEVEL
 DV0775'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DV0775'INCHES.
 DV0775
 DV0775                          STATION RECOVERY (1981)
 DV0775
 DV0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0966 ***********************************************************************
 CZ0966  DESIGNATION -  B 363
 CZ0966  PID         -  CZ0966
 CZ0966  STATE/COUNTY-  AZ/PINAL
 CZ0966  USGS QUAD   -  STANFIELD (1992)
 CZ0966
 CZ0966                         *CURRENT SURVEY CONTROL
 CZ0966  ___________________________________________________________________
 CZ0966* NAD 83(1986)-  32 58 31.     (N)    111 54 57.     (W)     SCALED    
 CZ0966* NAVD 88     -       392.222  (meters)    1286.82   (feet)  ADJUSTED  
 CZ0966  ___________________________________________________________________
 CZ0966  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ0966  DYNAMIC HT  -         391.748 (meters)    1285.26  (feet)  COMP
 CZ0966  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 CZ0966  OBS GRAVITY -     979,415.5   (mgal)                       GRAV_OBS
 CZ0966
 CZ0966  VERT ORDER  -  FIRST     CLASS II
 CZ0966
 CZ0966.The horizontal coordinates were scaled from a topographic map and have
 CZ0966.an estimated accuracy of +/- 6 seconds.
 CZ0966
 CZ0966.The orthometric height was determined by differential leveling
 CZ0966.and adjusted in June 1991.
 CZ0966
 CZ0966.The geoid height was determined by GEOID03.
 CZ0966
 CZ0966.The dynamic height is computed by dividing the NAVD 88
 CZ0966.geopotential number by the normal gravity value computed on the
 CZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0966.degrees latitude (g = 980.6199 gals.).
 CZ0966
 CZ0966.The modeled gravity was interpolated from observed gravity values.
 CZ0966.The observed gravity was obtained from relative gravimeter ties
 CZ0966.to the IGSN71 gravity network.
 CZ0966
 CZ0966;                    North         East    Units  Estimated Accuracy
 CZ0966;SPC AZ C     -   219,010.      213,440.      MT  (+/- 180 meters Scaled)
 CZ0966
 CZ0966                          SUPERSEDED SURVEY CONTROL
 CZ0966
 CZ0966  NGVD 29 (??/??/92)  391.791  (m)         1285.40   (f) ADJ UNCH    1 2
 CZ0966
 CZ0966.Superseded values are not recommended for survey control.
 CZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0966.See file dsdata.txt to determine how the superseded data were derived.
 CZ0966
 CZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB144489(NAD 83)
 CZ0966_MARKER: DB = BENCH MARK DISK
 CZ0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0966_SP_SET: ABUTMENT
 CZ0966_STAMPING: B 363 1967
 CZ0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0966+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 CZ0966
 CZ0966  HISTORY     - Date     Condition        Report By
 CZ0966  HISTORY     - 1967     MONUMENTED       CGS
 CZ0966  HISTORY     - 1980     GOOD             NGS
 CZ0966  HISTORY     - 1980     GOOD             NGS
 CZ0966  HISTORY     - 20060807 GOOD             GEOCAC
 CZ0966
 CZ0966                          STATION DESCRIPTION
 CZ0966
 CZ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0966'9.6 MI SE FROM MARICOPA.
 CZ0966'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0966'MARICOPA, THENCE 9.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0966'RAILROAD, IN S 23, T 5 S, R 4 E, 5 POLES SOUTHEAST OF MILEPOST 107, 7
 CZ0966'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS,
 CZ0966'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 CZ0966'RAILROAD BRIDGE NUMBER 107.16, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CZ0966'TRACKS.
 CZ0966
 CZ0966                          STATION RECOVERY (1980)
 CZ0966
 CZ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0966'RECOVERED IN GOOD CONDITION.
 CZ0966
 CZ0966                          STATION RECOVERY (1980)
 CZ0966
 CZ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0966'RECOVERED IN GOOD CONDITION.
 CZ0966
 CZ0966                          STATION RECOVERY (2006)
 CZ0966
 CZ0966'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1071 ***********************************************************************
 CZ1071  DESIGNATION -  B 364
 CZ1071  PID         -  CZ1071
 CZ1071  STATE/COUNTY-  AZ/PINAL
 CZ1071  USGS QUAD   -  ELOY NORTH (1992)
 CZ1071
 CZ1071                         *CURRENT SURVEY CONTROL
 CZ1071  ___________________________________________________________________
 CZ1071* NAD 83(1986)-  32 47 44.     (N)    111 30 39.     (W)     SCALED    
 CZ1071* NAVD 88     -       468.478  (meters)    1537.00   (feet)  ADJUSTED  
 CZ1071  ___________________________________________________________________
 CZ1071  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ1071  DYNAMIC HT  -         467.892 (meters)    1535.08  (feet)  COMP
 CZ1071  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 CZ1071
 CZ1071  VERT ORDER  -  FIRST     CLASS II
 CZ1071
 CZ1071.The horizontal coordinates were scaled from a topographic map and have
 CZ1071.an estimated accuracy of +/- 6 seconds.
 CZ1071
 CZ1071.The orthometric height was determined by differential leveling
 CZ1071.and adjusted in November 1993.
 CZ1071
 CZ1071.The geoid height was determined by GEOID03.
 CZ1071
 CZ1071.The dynamic height is computed by dividing the NAVD 88
 CZ1071.geopotential number by the normal gravity value computed on the
 CZ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1071.degrees latitude (g = 980.6199 gals.).
 CZ1071
 CZ1071.The modeled gravity was interpolated from observed gravity values.
 CZ1071
 CZ1071;                    North         East    Units  Estimated Accuracy
 CZ1071;SPC AZ C     -   199,150.      251,370.      MT  (+/- 180 meters Scaled)
 CZ1071
 CZ1071                          SUPERSEDED SURVEY CONTROL
 CZ1071
 CZ1071  NGVD 29 (??/??/92)  468.773  (m)         1537.97   (f) ADJ UNCH    1 2
 CZ1071
 CZ1071.Superseded values are not recommended for survey control.
 CZ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1071.See file dsdata.txt to determine how the superseded data were derived.
 CZ1071
 CZ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521287(NAD 83)
 CZ1071_MARKER: DB = BENCH MARK DISK
 CZ1071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1071_SP_SET: COPPER-CLAD STEEL ROD
 CZ1071_STAMPING: B 364 1967
 CZ1071_MARK LOGO: CGS   
 CZ1071_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1071+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1071
 CZ1071  HISTORY     - Date     Condition        Report By
 CZ1071  HISTORY     - 1967     MONUMENTED       CGS
 CZ1071  HISTORY     - 19920103 GOOD             NGS
 CZ1071  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1071
 CZ1071                          STATION DESCRIPTION
 CZ1071
 CZ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1071'5.9 MI N FROM PICACHO.
 CZ1071'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1071'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 4.9 MILES NORTH ALONG
 CZ1071'THE SOUTHERN PACIFIC RAILROAD, IN S 22, T 7 S, R 8 E, 8 POLES NORTH OF
 CZ1071'THE CROSSING OF THE RAILROAD AND A ROAD, 12 POLES NORTH OF MILEPOST
 CZ1071'975, 18 POLES SOUTH OF MILEPOST 974, 42 FEET WEST OF THE WEST RAIL OF
 CZ1071'THE TRACK, 4 1/2 FEET NORTH OF A TELEGRAPH POLE, 1.7 FEET SOUTH OF A
 CZ1071'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON
 CZ1071'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 CZ1071'16 FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 3 INCHES.
 CZ1071
 CZ1071                          STATION RECOVERY (1992)
 CZ1071
 CZ1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1071'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1071'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1071'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1071'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 6.8 KM (4.20 MI)
 CZ1071'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.4 KM (0.25 MI) NORTH
 CZ1071'OF THE INTERSECTION OF AN IRRIGATION CANAL, 12.7 M (41.7 FT) WEST OF
 CZ1071'THE NEAR RAIL, 9.6 M (31.5 FT) SOUTHWEST OF A RAILROAD CROSSING
 CZ1071'WARNING SIGN, 5.0 M (16.4 FT) EAST OF THE CENTER OF AN IRRIGATION
 CZ1071'DITCH, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6
 CZ1071'FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 CZ1071'METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 CZ1071
 CZ1071                          STATION RECOVERY (2007)
 CZ1071
 CZ1071'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0653 ***********************************************************************
 DU0653  DESIGNATION -  B 365
 DU0653  PID         -  DU0653
 DU0653  STATE/COUNTY-  AZ/MARICOPA
 DU0653  USGS QUAD   -  BUCKHORN (1982)
 DU0653
 DU0653                         *CURRENT SURVEY CONTROL
 DU0653  ___________________________________________________________________
 DU0653* NAD 83(1986)-  33 27 04.     (N)    111 40 13.     (W)     SCALED    
 DU0653* NAVD 88     -       479.070  (meters)    1571.75   (feet)  ADJUSTED  
 DU0653  ___________________________________________________________________
 DU0653  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0653  DYNAMIC HT  -         478.498 (meters)    1569.87  (feet)  COMP
 DU0653  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 DU0653
 DU0653  VERT ORDER  -  FIRST     CLASS I
 DU0653
 DU0653.The horizontal coordinates were scaled from a topographic map and have
 DU0653.an estimated accuracy of +/- 6 seconds.
 DU0653
 DU0653.The orthometric height was determined by differential leveling
 DU0653.and adjusted in June 1991.
 DU0653
 DU0653.The geoid height was determined by GEOID03.
 DU0653
 DU0653.The dynamic height is computed by dividing the NAVD 88
 DU0653.geopotential number by the normal gravity value computed on the
 DU0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0653.degrees latitude (g = 980.6199 gals.).
 DU0653
 DU0653.The modeled gravity was interpolated from observed gravity values.
 DU0653
 DU0653;                    North         East    Units  Estimated Accuracy
 DU0653;SPC AZ C     -   271,810.      236,270.      MT  (+/- 180 meters Scaled)
 DU0653
 DU0653                          SUPERSEDED SURVEY CONTROL
 DU0653
 DU0653  NGVD 29 (??/??/92)  478.485  (m)         1569.83   (f) ADJ UNCH    1 1
 DU0653
 DU0653.Superseded values are not recommended for survey control.
 DU0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0653.See file dsdata.txt to determine how the superseded data were derived.
 DU0653
 DU0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC377015(NAD 83)
 DU0653_MARKER: DB = BENCH MARK DISK
 DU0653_SETTING: 66 = SET IN ROCK OUTCROP
 DU0653_SP_SET: ROCK OUTCROP
 DU0653_STAMPING: B 365 1967
 DU0653_MARK LOGO: CGS   
 DU0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0653+STABILITY: POSITION/ELEVATION WELL
 DU0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0653+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU0653
 DU0653  HISTORY     - Date     Condition        Report By
 DU0653  HISTORY     - 1967     MONUMENTED       CGS
 DU0653  HISTORY     - 1981     GOOD             NGS
 DU0653  HISTORY     - 19920120 GOOD             NGS
 DU0653  HISTORY     - 20020904 GOOD             MCDOT
 DU0653  HISTORY     - 20061227 GOOD             GEOCAC
 DU0653
 DU0653                          STATION DESCRIPTION
 DU0653
 DU0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0653'4.4 MI NE FROM BUCKHORN.
 DU0653'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM THE POST
 DU0653'OFFICE AT BUCKHORN, THENCE 2.5 MILES NORTH ALONG BUSH HIGHWAY, THENCE
 DU0653'0.9 MILE SOUTHEAST ALONG A TRAIL ROAD, IN S 7, T 1 N, R 7 E, AT THE
 DU0653'FOOT OF THE NORTH SLOPE OF THE HIGHEST HILL IN THE VICINITY, 70 FEET
 DU0653'SOUTH OF THE TOE OF THE HILL, 180 FEET SOUTH OF THE CENTER LINE OF A
 DU0653'TRAIL ROAD AROUND THE HILL, SET IN THE TOP OF A ROCK OUTCROP, 0.6 FOOT
 DU0653'NORTH OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.
 DU0653
 DU0653                          STATION RECOVERY (1981)
 DU0653
 DU0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0653'RECOVERED IN GOOD CONDITION.
 DU0653
 DU0653                          STATION RECOVERY (1992)
 DU0653
 DU0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0653'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU0653'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU0653'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH POWERS ROAD, THENCE 1.0 KM
 DU0653'(0.60 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, THENCE 0.3 KM (0.20 MI)
 DU0653'SOUTHERLY ACROSS COUNTRY, NEAR THE CENTER OF A 2 BY 3-FOOT AREA OF
 DU0653'OUTCROPPING BEDROCK ALONG THE NORTH SLOPE OF A HILL, 14.0 M (45.9 FT)
 DU0653'SOUTH OF THE BASE OF THE HILL, AND 0.7 M (2.3 FT) WEST OF A WITNESS
 DU0653'POST.
 DU0653
 DU0653                          STATION RECOVERY (2002)
 DU0653
 DU0653'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0653'ELEVATION APPEARS TO BE GOOD.
 DU0653
 DU0653                          STATION RECOVERY (2006)
 DU0653
 DU0653'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0626 ***********************************************************************
 DA0626  DESIGNATION -  B 366
 DA0626  PID         -  DA0626
 DA0626  STATE/COUNTY-  AZ/MARICOPA
 DA0626  USGS QUAD   -  BOSQUE (1973)
 DA0626
 DA0626                         *CURRENT SURVEY CONTROL
 DA0626  ___________________________________________________________________
 DA0626* NAD 83(1986)-  32 59 44.     (N)    112 30 50.     (W)     SCALED    
 DA0626* NAVD 88     -       383.564  (meters)    1258.41   (feet)  ADJUSTED  
 DA0626  ___________________________________________________________________
 DA0626  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DA0626  DYNAMIC HT  -         383.104 (meters)    1256.90  (feet)  COMP
 DA0626  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 DA0626
 DA0626  VERT ORDER  -  FIRST     CLASS II
 DA0626
 DA0626.The horizontal coordinates were scaled from a topographic map and have
 DA0626.an estimated accuracy of +/- 6 seconds.
 DA0626
 DA0626.The orthometric height was determined by differential leveling
 DA0626.and adjusted in June 1991.
 DA0626
 DA0626.The geoid height was determined by GEOID03.
 DA0626
 DA0626.The dynamic height is computed by dividing the NAVD 88
 DA0626.geopotential number by the normal gravity value computed on the
 DA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0626.degrees latitude (g = 980.6199 gals.).
 DA0626
 DA0626.The modeled gravity was interpolated from observed gravity values.
 DA0626
 DA0626;                    North         East    Units  Estimated Accuracy
 DA0626;SPC AZ C     -   221,420.      157,550.      MT  (+/- 180 meters Scaled)
 DA0626
 DA0626                          SUPERSEDED SURVEY CONTROL
 DA0626
 DA0626  NGVD 29 (??/??/92)  382.925  (m)         1256.31   (f) ADJ UNCH    1 2
 DA0626
 DA0626.Superseded values are not recommended for survey control.
 DA0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0626.See file dsdata.txt to determine how the superseded data were derived.
 DA0626
 DA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB585518(NAD 83)
 DA0626_MARKER: DB = BENCH MARK DISK
 DA0626_SETTING: 66 = SET IN ROCK OUTCROP
 DA0626_SP_SET: ROCK OUTCROP
 DA0626_STAMPING: B 366 1967
 DA0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0626+STABILITY: POSITION/ELEVATION WELL
 DA0626
 DA0626  HISTORY     - Date     Condition        Report By
 DA0626  HISTORY     - 1967     MONUMENTED       CGS
 DA0626  HISTORY     - 1980     GOOD             NGS
 DA0626  HISTORY     - 1980     GOOD             NGS
 DA0626  HISTORY     - 19941202 GOOD             USPSQD
 DA0626  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0626
 DA0626                          STATION DESCRIPTION
 DA0626
 DA0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0626'12.6 MI E FROM GILA BEND.
 DA0626'12.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0626'AT GILA BEND, IN SECTION 13, T 5 S, R 3 W, AT THE WEST OF THE MORE
 DA0626'WESTERLY OF TWO SMALL ROCKY HILLS, 127 YARDS SOUTHEAST OF THE
 DA0626'SOUTHEAST RAIL OF THE MAIN TRACK, 242 YARDS SOUTHWEST OF THE SOUTHWEST
 DA0626'CORNER OF RAILROAD BRIDGE NUMBER 868.88, 292 YARDS SOUTHEAST AND
 DA0626'ACROSS THE TRACKS FROM BENCH MARK E 285, SET IN THE TOE OF A SMALL
 DA0626'ROCK OUTCROP WHICH PROJECTS 15 INCHES, 17 1/2 FEET SOUTHEAST OF A
 DA0626'METAL WITNESS POST, 145 FEET SOUTHEAST OF A SINGLE GRAVE ON THE INSIDE
 DA0626'OF A SMALL FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACKS.
 DA0626
 DA0626                          STATION RECOVERY (1980)
 DA0626
 DA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0626'RECOVERED IN GOOD CONDITION.
 DA0626
 DA0626                          STATION RECOVERY (1980)
 DA0626
 DA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0626'RECOVERED IN GOOD CONDITION.
 DA0626
 DA0626                          STATION RECOVERY (1994)
 DA0626
 DA0626'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0626'RECOVERED IN GOOD CONDITION.
 DA0626
 DA0626                          STATION RECOVERY (2007)
 DA0626
 DA0626'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1078 ***********************************************************************
 DU1078  DESIGNATION -  B 367
 DU1078  PID         -  DU1078
 DU1078  STATE/COUNTY-  AZ/MARICOPA
 DU1078  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1078
 DU1078                         *CURRENT SURVEY CONTROL
 DU1078  ___________________________________________________________________
 DU1078* NAD 83(1986)-  33 30 21.     (N)    111 47 27.     (W)     SCALED    
 DU1078* NAVD 88     -       395.477  (meters)    1297.49   (feet)  READJUSTED
 DU1078  ___________________________________________________________________
 DU1078  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1078  DYNAMIC HT  -         395.010 (meters)    1295.96  (feet)  COMP
 DU1078  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 DU1078
 DU1078  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1078
 DU1078.The horizontal coordinates were scaled from a topographic map and have
 DU1078.an estimated accuracy of +/- 6 seconds.
 DU1078
 DU1078.The orthometric height was determined by differential leveling
 DU1078.and adjusted in April 1999.
 DU1078.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1078.distribution rate of 0.0 thru 1.0 mm/km.
 DU1078.The height was derived from older observations constrained to new
 DU1078.heights in a crustal motion area.  The height is approximate in
 DU1078.relation to other heights in its vicinity.
 DU1078
 DU1078.The geoid height was determined by GEOID03.
 DU1078
 DU1078.The dynamic height is computed by dividing the NAVD 88
 DU1078.geopotential number by the normal gravity value computed on the
 DU1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1078.degrees latitude (g = 980.6199 gals.).
 DU1078
 DU1078.The modeled gravity was interpolated from observed gravity values.
 DU1078
 DU1078;                    North         East    Units  Estimated Accuracy
 DU1078;SPC AZ C     -   277,850.      225,050.      MT  (+/- 180 meters Scaled)
 DU1078
 DU1078                          SUPERSEDED SURVEY CONTROL
 DU1078
 DU1078  NAVD 88 (06/15/91)  395.492  (m)         1297.54   (f) UNKNOWN     1 2
 DU1078  NGVD 29 (??/??/92)  394.916  (m)         1295.65   (f) ADJ UNCH    1 2
 DU1078
 DU1078.Superseded values are not recommended for survey control.
 DU1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1078.See file dsdata.txt to determine how the superseded data were derived.
 DU1078
 DU1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC265076(NAD 83)
 DU1078_MARKER: DB = BENCH MARK DISK
 DU1078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1078_SP_SET: 9 FT
 DU1078_STAMPING: B 367 1967
 DU1078_PROJECTION: PROJECTING 27 CENTIMETERS
 DU1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1078+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1078_ROD/PIPE-DEPTH: 2.7  meters
 DU1078
 DU1078  HISTORY     - Date     Condition        Report By
 DU1078  HISTORY     - 1967     MONUMENTED       CGS
 DU1078  HISTORY     - 1981     GOOD             NGS
 DU1078  HISTORY     - 20080419 GOOD             GEOCAC
 DU1078
 DU1078                          STATION DESCRIPTION
 DU1078
 DU1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1078'11.9 MI NE FROM SCOTTSDALE.
 DU1078'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1078'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 8.8
 DU1078'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1078'ARIZONA CANAL, IN SECTION 24, T 2 N, R 5 E, 0.65 MILE EAST OF 3 ROWS
 DU1078'OF PYLONS WHICH CROSS THE ROAD AND CANAL, 63 FEET SOUTHWEST OF THE
 DU1078'CENTER LINE OF THE ROAD ALONG THE CANAL, 42 FEET NORTHEAST OF THE
 DU1078'CENTER LINE OF A TRAIL ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS
 DU1078'POST, ABOUT 7 FEET BELOW THE ROAD ALONG THE CANAL, AND ON THE TOP OF A
 DU1078'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS
 DU1078'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 9 INCHES.
 DU1078
 DU1078                          STATION RECOVERY (1981)
 DU1078
 DU1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1078'12.7 KILOMETERS (7.9 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1078'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, 1.0 KILOMETERS (0.65 MILE)
 DU1078'EAST OF THREE ROWS OF HIGH TENSION POWER LINES CROSSING THE CANAL,
 DU1078'19.2 METERS (63.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE SOUTH
 DU1078'ROAD PARALLELING THE CANAL AND 12.8 METERS (42.0 FEET) NORTHWEST OF
 DU1078'THE CENTERLINE OF THE TRACK ROAD PARALLELING THE CANAL.
 DU1078'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DU1078'THE MARK IS 1.5 M BELOW THE CANAL ROAD.
 DU1078
 DU1078                          STATION RECOVERY (2008)
 DU1078
 DU1078'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1078'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1078'30.377 W111 47.423.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0455 ***********************************************************************
 DA0455  DESIGNATION -  B 37
 DA0455  PID         -  DA0455
 DA0455  STATE/COUNTY-  AZ/PIMA
 DA0455  USGS QUAD   -  HOTASON VO (1990)
 DA0455
 DA0455                         *CURRENT SURVEY CONTROL
 DA0455  ___________________________________________________________________
 DA0455* NAD 83(1986)-  32 12 13.     (N)    112 31 31.     (W)     SCALED    
 DA0455* NAVD 88     -       648.69   (+/-2cm)    2128.2    (feet)  VERTCON   
 DA0455  ___________________________________________________________________
 DA0455  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0455
 DA0455.The horizontal coordinates were scaled from a topographic map and have
 DA0455.an estimated accuracy of +/- 6 seconds.
 DA0455
 DA0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0455.The vertical order pertains to the NGVD 29 superseded value.
 DA0455
 DA0455.The geoid height was determined by GEOID03.
 DA0455
 DA0455;                    North         East    Units  Estimated Accuracy
 DA0455;SPC AZ C     -   133,610.      155,980.      MT  (+/- 180 meters Scaled)
 DA0455
 DA0455                          SUPERSEDED SURVEY CONTROL
 DA0455
 DA0455  NGVD 29 (??/??/92)  647.975  (m)         2125.90   (f) ADJ UNCH    2 0
 DA0455
 DA0455.Superseded values are not recommended for survey control.
 DA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0455.See file dsdata.txt to determine how the superseded data were derived.
 DA0455
 DA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA562640(NAD 83)
 DA0455_MARKER: DB = BENCH MARK DISK
 DA0455_SETTING: 66 = SET IN ROCK OUTCROP
 DA0455_SP_SET: ROCK OUTCROP
 DA0455_STAMPING: 2126.128 B 37 1933
 DA0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0455+STABILITY: POSITION/ELEVATION WELL
 DA0455
 DA0455  HISTORY     - Date     Condition        Report By
 DA0455  HISTORY     - 1933     MONUMENTED       CGS
 DA0455  HISTORY     - 1934     GOOD             NGS
 DA0455  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0455
 DA0455                          STATION DESCRIPTION
 DA0455
 DA0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0455'25.4 MI SE FROM AJO.
 DA0455'25.4 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA
 DA0455'AND GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD
 DA0455'AJO-TUCSON HIGHWAY, 0.5 MILE EAST OF A DARK LAVA HILL WITH A PROMINENT
 DA0455'BALD KNOB, 180 FEET WEST OF THE FIRST DIP IN THE HIGHWAY EAST OF THE
 DA0455'HILL, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A SHALLOW
 DA0455'BORROW PIT, IN THE TOP OF A LIME-CEMENTED CONGLOMERATE OUTCROP, AND
 DA0455'FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED 2126.128 B 37 1933.
 DA0455
 DA0455                          STATION RECOVERY (1997)
 DA0455
 DA0455'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0627 ***********************************************************************
 CG0627  DESIGNATION -  B 38
 CG0627  PID         -  CG0627
 CG0627  STATE/COUNTY-  AZ/PIMA
 CG0627  USGS QUAD   -  SELLS WEST (1982)
 CG0627
 CG0627                         *CURRENT SURVEY CONTROL
 CG0627  ___________________________________________________________________
 CG0627* NAD 83(1986)-  31 56 38.     (N)    111 54 07.     (W)     SCALED    
 CG0627* NAVD 88     -       732.33   (+/-2cm)    2402.7    (feet)  VERTCON   
 CG0627  ___________________________________________________________________
 CG0627  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0627
 CG0627.The horizontal coordinates were scaled from a topographic map and have
 CG0627.an estimated accuracy of +/- 6 seconds.
 CG0627
 CG0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0627.The vertical order pertains to the NGVD 29 superseded value.
 CG0627
 CG0627.The geoid height was determined by GEOID03.
 CG0627
 CG0627;                    North         East    Units  Estimated Accuracy
 CG0627;SPC AZ C     -   104,650.      214,750.      MT  (+/- 180 meters Scaled)
 CG0627
 CG0627                          SUPERSEDED SURVEY CONTROL
 CG0627
 CG0627  NGVD 29 (??/??/92)  731.640  (m)         2400.39   (f) ADJ UNCH    2 0
 CG0627
 CG0627.Superseded values are not recommended for survey control.
 CG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0627.See file dsdata.txt to determine how the superseded data were derived.
 CG0627
 CG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA147345(NAD 83)
 CG0627_MARKER: DB = BENCH MARK DISK
 CG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0627_STAMPING: 2400.517 B 38 1933
 CG0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0627+STABILITY: SURFACE MOTION
 CG0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0627+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 CG0627
 CG0627  HISTORY     - Date     Condition        Report By
 CG0627  HISTORY     - 1933     MONUMENTED       CGS
 CG0627  HISTORY     - 1934     GOOD             NGS
 CG0627  HISTORY     - 1977     GOOD             USGS
 CG0627  HISTORY     - 19990106 GOOD             USPSQD
 CG0627  HISTORY     - 20070307 GOOD             TOHONO
 CG0627
 CG0627                          STATION DESCRIPTION
 CG0627
 CG0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0627'2.5 MI NW FROM SELLS.
 CG0627'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0627'SELLS, PIMA COUNTY, 4-1/2 POLES SOUTHEAST OF A DIP IN THE HIGHWAY, ON
 CG0627'THE OLD AJO-TUCSON HIGHWAY, 66 FEET NORTHEAST OF THE CENTERLINE OF THE
 CG0627'HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 CG0627'2400.517 B 38 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CG0627'INCHES ABOVE GROUND.
 CG0627
 CG0627                          STATION RECOVERY (1977)
 CG0627
 CG0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0627'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0627'SELLS, PIMA COUNTY, SOUTHEAST OF A DIP IN THE HIGHWAY, ON THE OLD
 CG0627'AJO-TUCSON HIGHWAY, 73 FEET NORTHEAST OF THE CENTERLINE OF THE
 CG0627'HIGHWAY. A STANDARD DISK, STAMPED 2400.517 B 38 1933 AND SET IN THE
 CG0627'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CG0627
 CG0627                          STATION RECOVERY (1999)
 CG0627
 CG0627'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0627'RECOVERED IN GOOD CONDITION.
 CG0627
 CG0627                          STATION RECOVERY (2007)
 CG0627
 CG0627'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 CG0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0193 ***********************************************************************
 FR0193  DESIGNATION -  B 385
 FR0193  PID         -  FR0193
 FR0193  STATE/COUNTY-  AZ/YAVAPAI
 FR0193  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0193
 FR0193                         *CURRENT SURVEY CONTROL
 FR0193  ___________________________________________________________________
 FR0193* NAD 83(1986)-  35 20 05.     (N)    112 55 37.     (W)     SCALED    
 FR0193* NAVD 88     -      1611.890  (meters)    5288.34   (feet)  ADJUSTED  
 FR0193  ___________________________________________________________________
 FR0193  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0193  DYNAMIC HT  -        1609.787 (meters)    5281.44  (feet)  COMP
 FR0193  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 FR0193
 FR0193  VERT ORDER  -  SECOND    CLASS 0
 FR0193
 FR0193.The horizontal coordinates were scaled from a topographic map and have
 FR0193.an estimated accuracy of +/- 6 seconds.
 FR0193
 FR0193.The orthometric height was determined by differential leveling
 FR0193.and adjusted in June 1991.
 FR0193
 FR0193.The geoid height was determined by GEOID03.
 FR0193
 FR0193.The dynamic height is computed by dividing the NAVD 88
 FR0193.geopotential number by the normal gravity value computed on the
 FR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0193.degrees latitude (g = 980.6199 gals.).
 FR0193
 FR0193.The modeled gravity was interpolated from observed gravity values.
 FR0193
 FR0193;                    North         East    Units  Estimated Accuracy
 FR0193;SPC AZ C     -   481,170.      121,520.      MT  (+/- 180 meters Scaled)
 FR0193
 FR0193                          SUPERSEDED SURVEY CONTROL
 FR0193
 FR0193  NGVD 29 (??/??/92) 1611.019  (m)         5285.48   (f) ADJ UNCH    2 0
 FR0193
 FR0193.Superseded values are not recommended for survey control.
 FR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0193.See file dsdata.txt to determine how the superseded data were derived.
 FR0193
 FR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE248118(NAD 83)
 FR0193_MARKER: DB = BENCH MARK DISK
 FR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0193_STAMPING: B 385 1968
 FR0193_MARK LOGO: CGS   
 FR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0193+STABILITY: SURFACE MOTION
 FR0193
 FR0193  HISTORY     - Date     Condition        Report By
 FR0193  HISTORY     - 1968     MONUMENTED       CGS
 FR0193  HISTORY     - 1978     MARK NOT FOUND   USGS
 FR0193  HISTORY     - 1982     GOOD             NGS
 FR0193
 FR0193                          STATION DESCRIPTION
 FR0193
 FR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0193'2.95 MI W FROM SELIGMAN.
 FR0193'2.95 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0193'THE STATION AT SELIGMAN, 0.25 MILE EAST OF MILEPOST 432, 1 POLE EAST
 FR0193'OF SEMAPHORE 4311, 312 FEET WEST OF THE CENTER OF THE CROSSING OF FORT
 FR0193'ROCK ROAD, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF
 FR0193'A 24-INCH PIPE CULVERT, 10.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 FR0193'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 FR0193
 FR0193                          STATION RECOVERY (1978)
 FR0193
 FR0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FR0193'MARK NOT FOUND.
 FR0193
 FR0193                          STATION RECOVERY (1982)
 FR0193
 FR0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0193'RECOVERED IN GOOD CONDITION. INACCESSIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0300 ***********************************************************************
 FR0300  DESIGNATION -  B 386
 FR0300  PID         -  FR0300
 FR0300  STATE/COUNTY-  AZ/COCONINO
 FR0300  USGS QUAD   -  BIG BUD TANK (1981)
 FR0300
 FR0300                         *CURRENT SURVEY CONTROL
 FR0300  ___________________________________________________________________
 FR0300* NAD 83(1986)-  35 30 42.     (N)    112 51 35.     (W)     SCALED    
 FR0300* NAVD 88     -      1767.700  (meters)    5799.53   (feet)  POSTED    
 FR0300  ___________________________________________________________________
 FR0300  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 FR0300  DYNAMIC HT  -        1765.270 (meters)    5791.56  (feet)  COMP
 FR0300  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 FR0300
 FR0300  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0300
 FR0300.The horizontal coordinates were scaled from a topographic map and have
 FR0300.an estimated accuracy of +/- 6 seconds.
 FR0300
 FR0300.The orthometric height was determined by differential leveling
 FR0300.and adjusted by the  in 1992.
 FR0300.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0300.rate of 0.0 thru 1.0 mm/km.
 FR0300
 FR0300.The geoid height was determined by GEOID03.
 FR0300
 FR0300.The dynamic height is computed by dividing the NAVD 88
 FR0300.geopotential number by the normal gravity value computed on the
 FR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0300.degrees latitude (g = 980.6199 gals.).
 FR0300
 FR0300.The modeled gravity was interpolated from observed gravity values.
 FR0300
 FR0300;                    North         East    Units  Estimated Accuracy
 FR0300;SPC AZ C     -   500,740.      127,820.      MT  (+/- 180 meters Scaled)
 FR0300
 FR0300                          SUPERSEDED SURVEY CONTROL
 FR0300
 FR0300  NGVD 29 (??/??/92) 1766.710  (m)         5796.28   (f) ADJ UNCH    2 0
 FR0300
 FR0300.Superseded values are not recommended for survey control.
 FR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0300.See file dsdata.txt to determine how the superseded data were derived.
 FR0300
 FR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE313313(NAD 83)
 FR0300_MARKER: DB = BENCH MARK DISK
 FR0300_SETTING: 66 = SET IN ROCK OUTCROP
 FR0300_SP_SET: LAVA OUTCROP
 FR0300_STAMPING: B 386 1968
 FR0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0300+STABILITY: POSITION/ELEVATION WELL
 FR0300
 FR0300  HISTORY     - Date     Condition        Report By
 FR0300  HISTORY     - 1968     MONUMENTED       CGS
 FR0300  HISTORY     - 1979     GOOD             USGS
 FR0300
 FR0300                          STATION DESCRIPTION
 FR0300
 FR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0300'15.75 MI N FROM SELIGMAN.
 FR0300'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0300'THE STATION AT SELIGMAN, THENCE 14.7 MILES NORTH ALONG A DIRT ROAD, AT
 FR0300'THE JUNCTION OF A TRACK ROAD EAST TO A BLACK TANK, IN THE TOP OF A 2
 FR0300'1/2- BY 5-FOOT LAVA OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 FR0300'GROUND, 435 FEET EAST OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTH OF
 FR0300'THE CENTER LINE OF THE ROAD EAST, 1.7 FEET NORTHEAST OF A WITNESS
 FR0300'POST, AND ABOUT 1 FEET HIGHER THAN THE ROAD.
 FR0300
 FR0300                          STATION RECOVERY (1979)
 FR0300
 FR0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0300'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0300'THE STATION AT SELIGMAN, THENCE 14.7 MILES NORTH ALONG A DIRT ROAD,
 FR0300'AT THE JUNCTION OF A TRACK ROAD EAST TO A BLACK TANK, IN THE TOP OF A
 FR0300'2 1/2 BY 5 FOOT LAVA OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 FR0300'GROUND, 380 FEET EAST OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTH
 FR0300'OF THE CENTER LINE OF THE ROAD EAST, 1.7 FEET NORTHEAST OF A WITNESS
 FR0300'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0325 ***********************************************************************
 FR0325  DESIGNATION -  B 387
 FR0325  PID         -  FR0325
 FR0325  STATE/COUNTY-  AZ/COCONINO
 FR0325  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0325
 FR0325                         *CURRENT SURVEY CONTROL
 FR0325  ___________________________________________________________________
 FR0325* NAD 83(1986)-  35 40 53.     (N)    112 46 40.     (W)     SCALED    
 FR0325* NAVD 88     -      1963.628  (meters)    6442.34   (feet)  POSTED    
 FR0325  ___________________________________________________________________
 FR0325  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FR0325  DYNAMIC HT  -        1961.050 (meters)    6433.88  (feet)  COMP
 FR0325  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 FR0325
 FR0325  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0325
 FR0325.The horizontal coordinates were scaled from a topographic map and have
 FR0325.an estimated accuracy of +/- 6 seconds.
 FR0325
 FR0325.The orthometric height was determined by differential leveling
 FR0325.and adjusted by the  in 1992.
 FR0325.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0325.rate of 0.0 thru 1.0 mm/km.
 FR0325
 FR0325.The geoid height was determined by GEOID03.
 FR0325
 FR0325.The dynamic height is computed by dividing the NAVD 88
 FR0325.geopotential number by the normal gravity value computed on the
 FR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0325.degrees latitude (g = 980.6199 gals.).
 FR0325
 FR0325.The modeled gravity was interpolated from observed gravity values.
 FR0325
 FR0325;                    North         East    Units  Estimated Accuracy
 FR0325;SPC AZ C     -   519,510.      135,420.      MT  (+/- 180 meters Scaled)
 FR0325
 FR0325                          SUPERSEDED SURVEY CONTROL
 FR0325
 FR0325  NGVD 29 (??/??/92) 1962.762  (m)         6439.49   (f) ADJ UNCH    2 0
 FR0325
 FR0325.Superseded values are not recommended for survey control.
 FR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0325.See file dsdata.txt to determine how the superseded data were derived.
 FR0325
 FR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE391500(NAD 83)
 FR0325_MARKER: DB = BENCH MARK DISK
 FR0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0325_SP_SET: FOUNDATION
 FR0325_STAMPING: B 387 1968
 FR0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0325
 FR0325  HISTORY     - Date     Condition        Report By
 FR0325  HISTORY     - 1968     MONUMENTED       CGS
 FR0325
 FR0325                          STATION DESCRIPTION
 FR0325
 FR0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0325'34.4 MI N FROM SELIGMAN.
 FR0325'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0325'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0325'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 8.45 MILES EAST
 FR0325'ALONG A DIRT ROAD ALONG A POWER LINE, 1 TOWER EAST OF BENCH MARK A
 FR0325'387, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST STEEL LEG
 FR0325'OF TOWER 854, 150 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 FR0325'LEVEL WITH THE ROAD AND 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0340 ***********************************************************************
 FR0340  DESIGNATION -  B 388
 FR0340  PID         -  FR0340
 FR0340  STATE/COUNTY-  AZ/COCONINO
 FR0340  USGS QUAD   -  TIN HOUSE (1980)
 FR0340
 FR0340                         *CURRENT SURVEY CONTROL
 FR0340  ___________________________________________________________________
 FR0340* NAD 83(1986)-  35 43 03.     (N)    112 34 52.     (W)     SCALED    
 FR0340* NAVD 88     -      1685.787  (meters)    5530.79   (feet)  POSTED    
 FR0340  ___________________________________________________________________
 FR0340  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0340  DYNAMIC HT  -        1683.620 (meters)    5523.68  (feet)  COMP
 FR0340  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 FR0340
 FR0340  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0340
 FR0340.The horizontal coordinates were scaled from a topographic map and have
 FR0340.an estimated accuracy of +/- 6 seconds.
 FR0340
 FR0340.The orthometric height was determined by differential leveling
 FR0340.and adjusted by the  in 1992.
 FR0340.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0340.rate of 0.0 thru 1.0 mm/km.
 FR0340
 FR0340.The geoid height was determined by GEOID03.
 FR0340
 FR0340.The dynamic height is computed by dividing the NAVD 88
 FR0340.geopotential number by the normal gravity value computed on the
 FR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0340.degrees latitude (g = 980.6199 gals.).
 FR0340
 FR0340.The modeled gravity was interpolated from observed gravity values.
 FR0340
 FR0340;                    North         East    Units  Estimated Accuracy
 FR0340;SPC AZ C     -   523,370.      153,240.      MT  (+/- 180 meters Scaled)
 FR0340
 FR0340                          SUPERSEDED SURVEY CONTROL
 FR0340
 FR0340  NGVD 29 (??/??/92) 1684.945  (m)         5528.02   (f) ADJ UNCH    2 0
 FR0340
 FR0340.Superseded values are not recommended for survey control.
 FR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0340.See file dsdata.txt to determine how the superseded data were derived.
 FR0340
 FR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE569537(NAD 83)
 FR0340_MARKER: DB = BENCH MARK DISK
 FR0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0340_SP_SET: FOUNDATION
 FR0340_STAMPING: B 388 1968
 FR0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0340
 FR0340  HISTORY     - Date     Condition        Report By
 FR0340  HISTORY     - 1968     MONUMENTED       CGS
 FR0340
 FR0340                          STATION DESCRIPTION
 FR0340
 FR0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0340'19.1 MI W FROM WILLAHA.
 FR0340'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0340'THE SIDING SIGN AT WILLAHA, THENCE 18.3 MILES WEST ALONG A STEEL TOWER
 FR0340'POWER LINE, 3 TOWERS WEST OF BENCH MARK A 388, IN THE TOP OF THE
 FR0340'CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF STEEL TOWER 818, 57 1/2
 FR0340'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER
 FR0340'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0356 ***********************************************************************
 FR0356  DESIGNATION -  B 389
 FR0356  PID         -  FR0356
 FR0356  STATE/COUNTY-  AZ/COCONINO
 FR0356  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0356
 FR0356                         *CURRENT SURVEY CONTROL
 FR0356  ___________________________________________________________________
 FR0356* NAD 83(1986)-  35 49 53.     (N)    112 44 00.     (W)     SCALED    
 FR0356* NAVD 88     -      1724.732  (meters)    5658.56   (feet)  POSTED    
 FR0356  ___________________________________________________________________
 FR0356  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 FR0356  DYNAMIC HT  -        1722.520 (meters)    5651.30  (feet)  COMP
 FR0356  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 FR0356
 FR0356  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0356
 FR0356.The horizontal coordinates were scaled from a topographic map and have
 FR0356.an estimated accuracy of +/- 6 seconds.
 FR0356
 FR0356.The orthometric height was determined by differential leveling
 FR0356.and adjusted by the  in 1992.
 FR0356.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0356.was located on a no-check spur therefore a value was not computed.
 FR0356.No vertical observational check was made to the station.
 FR0356
 FR0356.The geoid height was determined by GEOID03.
 FR0356
 FR0356.The dynamic height is computed by dividing the NAVD 88
 FR0356.geopotential number by the normal gravity value computed on the
 FR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0356.degrees latitude (g = 980.6199 gals.).
 FR0356
 FR0356.The modeled gravity was interpolated from observed gravity values.
 FR0356
 FR0356;                    North         East    Units  Estimated Accuracy
 FR0356;SPC AZ C     -   536,110.      139,580.      MT  (+/- 180 meters Scaled)
 FR0356
 FR0356                          SUPERSEDED SURVEY CONTROL
 FR0356
 FR0356  NGVD 29 (??/??/92) 1723.862  (m)         5655.70   (f) ADJ UNCH    2 0
 FR0356
 FR0356.Superseded values are not recommended for survey control.
 FR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0356.See file dsdata.txt to determine how the superseded data were derived.
 FR0356
 FR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE434666(NAD 83)
 FR0356_MARKER: DB = BENCH MARK DISK
 FR0356_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0356_SP_SET: 8 FT
 FR0356_STAMPING: B 389 1968
 FR0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0356
 FR0356  HISTORY     - Date     Condition        Report By
 FR0356  HISTORY     - 1968     MONUMENTED       CGS
 FR0356
 FR0356                          STATION DESCRIPTION
 FR0356
 FR0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0356'35.15 MI NW FROM WILLAHA.
 FR0356'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0356'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0356'TOWER POWER LINE, THENCE 10.7 MILES NORTH ALONG A TRACK ROAD, 0.75
 FR0356'MILE NORTH OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, 0.6 MILE
 FR0356'NORTH OF THE JUNCTION OF A TRACK ROAD SOUTHWEST, 65 FEET EAST OF THE
 FR0356'CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 1/2
 FR0356'FOOT LOWER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0356'COATED ROD DRIVEN TO A DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD
 FR0356'IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0801 ***********************************************************************
 CZ0801  DESIGNATION -  B 39
 CZ0801  PID         -  CZ0801
 CZ0801  STATE/COUNTY-  AZ/PIMA
 CZ0801  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0801
 CZ0801                         *CURRENT SURVEY CONTROL
 CZ0801  ___________________________________________________________________
 CZ0801* NAD 83(1986)-  32 06 29.     (N)    111 14 03.     (W)     SCALED    
 CZ0801* NAVD 88     -       753.14   (+/-2cm)    2470.9    (feet)  VERTCON   
 CZ0801  ___________________________________________________________________
 CZ0801  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0801
 CZ0801.The horizontal coordinates were scaled from a topographic map and have
 CZ0801.an estimated accuracy of +/- 6 seconds.
 CZ0801
 CZ0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0801.The vertical order pertains to the NGVD 29 superseded value.
 CZ0801
 CZ0801.The geoid height was determined by GEOID03.
 CZ0801
 CZ0801;                    North         East    Units  Estimated Accuracy
 CZ0801;SPC AZ C     -   123,050.      277,770.      MT  (+/- 180 meters Scaled)
 CZ0801
 CZ0801                          SUPERSEDED SURVEY CONTROL
 CZ0801
 CZ0801  NGVD 29 (??/??/92)  752.450  (m)         2468.66   (f) ADJ UNCH    2 0
 CZ0801
 CZ0801.Superseded values are not recommended for survey control.
 CZ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0801.See file dsdata.txt to determine how the superseded data were derived.
 CZ0801
 CZ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779524(NAD 83)
 CZ0801_MARKER: DB = BENCH MARK DISK
 CZ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0801_STAMPING: B 39 1933
 CZ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0801+STABILITY: SURFACE MOTION
 CZ0801
 CZ0801  HISTORY     - Date     Condition        Report By
 CZ0801  HISTORY     - 1933     MONUMENTED       CGS
 CZ0801  HISTORY     - 20070106 MARK NOT FOUND   INDIV
 CZ0801
 CZ0801                          STATION DESCRIPTION
 CZ0801
 CZ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0801'28.5 MI W FROM TUCSON.
 CZ0801'ON AJO-TUCSON HWY., 4.9 MILES EAST OF ROBLES RANCH, 215 FEET WEST OF
 CZ0801'CONCRETE CULVERT, 36 FEET NORTH OF CENTER OF HWY. IN LINE OF POLES.
 CZ0801
 CZ0801                          STATION RECOVERY (2007)
 CZ0801
 CZ0801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MLB)
 CZ0801'ATTEMPTED RECOVERY BY DESERT ARCHAEOLOGY, INC., TUCSON. EXTENSIVE
 CZ0801'CONSTRUCTION DISTURBANCE ALONG AJO HWY (SR 86) RIGHT-OF-WAY. 1933
 CZ0801'LOCATIONAL DESCRIPTION IS POOR, BUT THIS MONUMENT WAS LIKELY
 CZ0801'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0802 ***********************************************************************
 CZ0802  DESIGNATION -  B 39 RESET
 CZ0802  PID         -  CZ0802
 CZ0802  STATE/COUNTY-  AZ/PIMA
 CZ0802  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0802
 CZ0802                         *CURRENT SURVEY CONTROL
 CZ0802  ___________________________________________________________________
 CZ0802* NAD 83(1986)-  32 06 29.     (N)    111 14 03.     (W)     SCALED    
 CZ0802* NAVD 88     -       752.97   (+/-2cm)    2470.4    (feet)  VERTCON   
 CZ0802  ___________________________________________________________________
 CZ0802  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0802
 CZ0802.The horizontal coordinates were scaled from a topographic map and have
 CZ0802.an estimated accuracy of +/- 6 seconds.
 CZ0802
 CZ0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0802.The vertical order pertains to the NGVD 29 superseded value.
 CZ0802
 CZ0802.The geoid height was determined by GEOID03.
 CZ0802
 CZ0802;                    North         East    Units  Estimated Accuracy
 CZ0802;SPC AZ C     -   123,050.      277,770.      MT  (+/- 180 meters Scaled)
 CZ0802
 CZ0802                          SUPERSEDED SURVEY CONTROL
 CZ0802
 CZ0802  NGVD 29 (??/??/92)  752.279  (m)         2468.10   (f) ADJ UNCH    2 0
 CZ0802
 CZ0802.Superseded values are not recommended for survey control.
 CZ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0802.See file dsdata.txt to determine how the superseded data were derived.
 CZ0802
 CZ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA779524(NAD 83)
 CZ0802_MARKER: DB = BENCH MARK DISK
 CZ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0802_STAMPING: B 39 RESET 1935
 CZ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0802+STABILITY: SURFACE MOTION
 CZ0802
 CZ0802  HISTORY     - Date     Condition        Report By
 CZ0802  HISTORY     - 1935     MONUMENTED       CGS
 CZ0802  HISTORY     - 1951     GOOD             NGS
 CZ0802
 CZ0802                          STATION DESCRIPTION
 CZ0802
 CZ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0802'17.0 MI SW FROM TUCSON.
 CZ0802'17 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0802'STATE HIGHWAY 86, 1.2 MILES SOUTHWEST OF A CATTLE GUARD ACROSS THE
 CZ0802'HIGHWAY, 220 FEET WEST OF A 36 INCH CONCRETE METAL PIPE CULVERT, 88
 CZ0802'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 69 1/2 FEET
 CZ0802'NORTHEAST OF A TELEPHONE POLE, 3.2 FEET NORTHEAST OF A WITNESS POST,
 CZ0802'AND ABOUT 1 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 CZ0802'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0365 ***********************************************************************
 FR0365  DESIGNATION -  B 390
 FR0365  PID         -  FR0365
 FR0365  STATE/COUNTY-  AZ/COCONINO
 FR0365  USGS QUAD   -  SUPAI CAMP (1981)
 FR0365
 FR0365                         *CURRENT SURVEY CONTROL
 FR0365  ___________________________________________________________________
 FR0365* NAD 83(1986)-  35 54 43.     (N)    112 45 53.     (W)     SCALED    
 FR0365* NAVD 88     -      1752.869  (meters)    5750.87   (feet)  POSTED    
 FR0365  ___________________________________________________________________
 FR0365  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FR0365  DYNAMIC HT  -        1750.620 (meters)    5743.49  (feet)  COMP
 FR0365  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 FR0365
 FR0365  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0365
 FR0365.The horizontal coordinates were scaled from a topographic map and have
 FR0365.an estimated accuracy of +/- 6 seconds.
 FR0365
 FR0365.The orthometric height was determined by differential leveling
 FR0365.and adjusted by the  in 1992.
 FR0365.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0365.was located on a no-check spur therefore a value was not computed.
 FR0365.No vertical observational check was made to the station.
 FR0365
 FR0365.The geoid height was determined by GEOID03.
 FR0365
 FR0365.The dynamic height is computed by dividing the NAVD 88
 FR0365.geopotential number by the normal gravity value computed on the
 FR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0365.degrees latitude (g = 980.6199 gals.).
 FR0365
 FR0365.The modeled gravity was interpolated from observed gravity values.
 FR0365
 FR0365;                    North         East    Units  Estimated Accuracy
 FR0365;SPC AZ C     -   545,080.      136,820.      MT  (+/- 180 meters Scaled)
 FR0365
 FR0365                          SUPERSEDED SURVEY CONTROL
 FR0365
 FR0365  NGVD 29 (??/??/92) 1751.982  (m)         5747.96   (f) ADJ UNCH    2 0
 FR0365
 FR0365.Superseded values are not recommended for survey control.
 FR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0365.See file dsdata.txt to determine how the superseded data were derived.
 FR0365
 FR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE407756(NAD 83)
 FR0365_MARKER: DB = BENCH MARK DISK
 FR0365_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0365_SP_SET: 7 FT.
 FR0365_STAMPING: B 390 1968
 FR0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0365
 FR0365  HISTORY     - Date     Condition        Report By
 FR0365  HISTORY     - 1968     MONUMENTED       CGS
 FR0365
 FR0365                          STATION DESCRIPTION
 FR0365
 FR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0365'41.95 MI NW FROM WILLAHA.
 FR0365'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0365'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0365'TOWER POWER LINE, THENCE 17.5 MILES NORTH ALONG A TRACK ROAD, 0.6 MILE
 FR0365'SOUTHEAST OF BENCH MARK X 389, 34 FEET SOUTHWEST OF THE CENTER LINE OF
 FR0365'THE ROAD, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 FR0365'THAN THE ROAD, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT
 FR0365'HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 FR0365'ROD DRIVEN TO A DEPTH OF 7 FEET.  THE UPPER PORTION OF THE ROD IS
 FR0365'ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0067 ***********************************************************************
 EU0067  CBN         -  This is a Cooperative Base Network Control Station.
 EU0067  DESIGNATION -  B 391
 EU0067  PID         -  EU0067
 EU0067  STATE/COUNTY-  AZ/MOHAVE
 EU0067  USGS QUAD   -  YUCCA (1970)
 EU0067
 EU0067                         *CURRENT SURVEY CONTROL
 EU0067  ___________________________________________________________________
 EU0067* NAD 83(2007)-  34 47 24.50141(N)    114 10 07.87308(W)     ADJUSTED  
 EU0067* NAVD 88     -       470.505  (meters)    1543.65   (feet)  ADJUSTED  
 EU0067  ___________________________________________________________________
 EU0067  EPOCH DATE  -        2007.00
 EU0067  X           -  -2,147,079.869 (meters)                     COMP
 EU0067  Y           -  -4,784,423.682 (meters)                     COMP
 EU0067  Z           -   3,619,022.536 (meters)                     COMP
 EU0067  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 EU0067  ELLIP HEIGHT-         440.372 (meters)          (02/10/07) ADJUSTED
 EU0067  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 EU0067  DYNAMIC HT  -         469.982 (meters)    1541.93  (feet)  COMP
 EU0067
 EU0067  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EU0067  Type    PID    Designation                      North   East  Ellip
 EU0067  -------------------------------------------------------------------
 EU0067  NETWORK EU0067 B 391                             0.37   0.31   3.35
 EU0067  -------------------------------------------------------------------
 EU0067  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 EU0067
 EU0067  VERT ORDER  -  FIRST     CLASS II
 EU0067
 EU0067.The horizontal coordinates were established by GPS observations
 EU0067.and adjusted by the National Geodetic Survey in February 2007.
 EU0067
 EU0067.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EU0067.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EU0067.The horizontal coordinates are valid at the epoch date displayed above.
 EU0067.The epoch date for horizontal control is a decimal equivalence
 EU0067.of Year/Month/Day.
 EU0067
 EU0067.The orthometric height was determined by differential leveling
 EU0067.and adjusted in June 1991.
 EU0067
 EU0067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EU0067
 EU0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0067
 EU0067.The ellipsoidal height was determined by GPS observations
 EU0067.and is referenced to NAD 83.
 EU0067
 EU0067.The geoid height was determined by GEOID03.
 EU0067
 EU0067.The dynamic height is computed by dividing the NAVD 88
 EU0067.geopotential number by the normal gravity value computed on the
 EU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0067.degrees latitude (g = 980.6199 gals.).
 EU0067
 EU0067.The modeled gravity was interpolated from observed gravity values.
 EU0067
 EU0067;                    North         East     Units Scale Factor Converg.
 EU0067;SPC AZ W     -   420,388.832   175,028.688   MT  0.99995144   -0 14 20.4
 EU0067;SPC AZ W     - 1,379,228.45    574,241.10   iFT  0.99995144   -0 14 20.4
 EU0067;UTM  11      - 3,853,424.131   759,041.725   MT  1.00042713   +1 36 58.6
 EU0067
 EU0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0067!SPC AZ W     -   0.99993088  x   0.99995144  =   0.99988232
 EU0067!UTM  11      -   0.99993088  x   1.00042713  =   1.00035798
 EU0067
 EU0067                          SUPERSEDED SURVEY CONTROL
 EU0067
 EU0067  NAD 83(1992)-  34 47 24.50081(N)    114 10 07.87389(W) AD(2000.35) A
 EU0067  ELLIP H (04/03/01)  440.385  (m)                       GP(2000.35) 1 1
 EU0067  NAVD 88 (03/02/09)  470.50   (m)         1543.6    (f) LEVELING    3  
 EU0067  NGVD 29 (??/??/??)  469.783  (m)         1541.28   (f) ADJUSTED    1 2
 EU0067
 EU0067.Superseded values are not recommended for survey control.
 EU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0067.See file dsdata.txt to determine how the superseded data were derived.
 EU0067
 EU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5904253424(NAD 83)
 EU0067_MARKER: DB = BENCH MARK DISK
 EU0067_SETTING: 66 = SET IN ROCK OUTCROP
 EU0067_SP_SET: ROCK OUTCROP
 EU0067_STAMPING: B 391 1961
 EU0067_MARK LOGO: CGS   
 EU0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 EU0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0067+STABILITY: POSITION/ELEVATION WELL
 EU0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0067+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EU0067
 EU0067  HISTORY     - Date     Condition        Report By
 EU0067  HISTORY     - 1961     MONUMENTED       CGS
 EU0067  HISTORY     - 1981     GOOD             NGS
 EU0067  HISTORY     - 20000501 GOOD             NGS
 EU0067  HISTORY     - 20080625 GOOD             GEOANA
 EU0067
 EU0067                          STATION DESCRIPTION
 EU0067
 EU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0067'6.2 MI SW FROM YUCCA.
 EU0067'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0067'YUCCA, THENCE 6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE
 EU0067'JUNCTION OF A ROAD NORTH TO HAVILAND, THENCE ABOUT 150 YARDS
 EU0067'NORTHWEST ALONG THE HAVILAND ROAD, SET IN TOP OF AN 8 BY 5 FOOT
 EU0067'ROCK OUTCROP ABOUT 1.5 FEET ABOVE THE SURFACE OF THE GROUND,
 EU0067'69 FEET SOUTHEAST OF THE HIGHEST PART OF A ROCKY HILL, 107 FEET
 EU0067'NORTHWEST OF A METAL RIGHT-OF-WAY POST, 43 FEET NORTH OF A POWER
 EU0067'POLE, AND ABOUT 4 FEET ABOVE THE LEVEL OF HAVILAND ROAD.
 EU0067
 EU0067                          STATION RECOVERY (1981)
 EU0067
 EU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0067'9.1 KM (5.65 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0067'ROAD OVERPASS IN YUCCA, IN TOP OF A 3 BY 8 FOOT OUTCROP PROJECTING 2
 EU0067'FEET ABOVE THE GROUND, AT THE SOUTHEAST EDGE OF A SMALL ROCKY KNOLL,
 EU0067'0.9 KM (0.55 MI) SOUTHWEST OF GEM ACERS ROAD OVERPASS, 70.7 METERS
 EU0067'(323 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES, 34.1
 EU0067'METERS (112 FT) NORTHWEST OF THE RIGHT OF WAY FENCE, 21 METERS (69 FT)
 EU0067'SOUTHEAST OF THE HIGHEST POINT OF THE KNOLL, 12.8 METERS (42 FT) NORTH
 EU0067'OF A POWER LINE POLE.
 EU0067'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 EU0067'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 EU0067
 EU0067                          STATION RECOVERY (2000)
 EU0067
 EU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 EU0067'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 EU0067'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 EU0067'
 EU0067
 EU0067                          STATION RECOVERY (2008)
 EU0067
 EU0067'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 EU0067'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY DAVE ADAMS
 EU0067'(MOHAVE COUNTY) FOLLOWS.
 EU0067' 
 EU0067'OWNERSHIP--HARCO PROPERTIES LLC, 4207 E PALO VERDE DRIVE, PHOENIX,
 EU0067'ARIZONA 85018.
 EU0067' 
 EU0067'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND SANTA FE RANCH
 EU0067'ROAD (EXIT 20), TRAVEL SOUTHWEST ALONG DIRT NORTHWEST ACCESS ROAD 0.6
 EU0067'MI (1.0 KM) FROM THE OVERPASS AT EXIT 20 TO THE POWER LINE CROSSING AT
 EU0067'THE TOP OF A KNOLL AND THE STATION.
 EU0067' 
 EU0067'THE STATION IS 3-1/2 INCH (9 CM) BRASS DISK SET IN CONCRETE FLUSH WITH
 EU0067'STONE OUTCROPPING.  THE STATION IS ABOUT 30 FT (9 M) NORTH OF DIRT
 EU0067'ROAD, ABOUT 30 FT (9 M) NORTHWEST OF A POWER POLE, AND 34 INCHES (86
 EU0067'CM) SOUTHEAST OF A SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0571 ***********************************************************************
 FR0571  DESIGNATION -  B 392
 FR0571  PID         -  FR0571
 FR0571  STATE/COUNTY-  AZ/MOHAVE
 FR0571  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0571
 FR0571                         *CURRENT SURVEY CONTROL
 FR0571  ___________________________________________________________________
 FR0571* NAD 83(1986)-  35 09 34.     (N)    113 39 52.     (W)     SCALED    
 FR0571* NAVD 88     -      1081.238  (meters)    3547.36   (feet)  POSTED    
 FR0571  ___________________________________________________________________
 FR0571  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0571  DYNAMIC HT  -        1079.910 (meters)    3543.00  (feet)  COMP
 FR0571  MODELED GRAV-     979,368.1   (mgal)                       NAVD 88
 FR0571
 FR0571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0571
 FR0571.The horizontal coordinates were scaled from a topographic map and have
 FR0571.an estimated accuracy of +/- 6 seconds.
 FR0571
 FR0571.The orthometric height was determined by differential leveling
 FR0571.and adjusted by the  in 1992.
 FR0571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0571.rate of 0.0 thru 1.0 mm/km.
 FR0571
 FR0571.The geoid height was determined by GEOID03.
 FR0571
 FR0571.The dynamic height is computed by dividing the NAVD 88
 FR0571.geopotential number by the normal gravity value computed on the
 FR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0571.degrees latitude (g = 980.6199 gals.).
 FR0571
 FR0571.The modeled gravity was interpolated from observed gravity values.
 FR0571
 FR0571;                    North         East    Units  Estimated Accuracy
 FR0571;SPC AZ W     -   461,280.      221,160.      MT  (+/- 180 meters Scaled)
 FR0571
 FR0571                          SUPERSEDED SURVEY CONTROL
 FR0571
 FR0571  NGVD 29 (??/??/92) 1080.412  (m)         3544.65   (f) ADJ UNCH    2 0
 FR0571
 FR0571.Superseded values are not recommended for survey control.
 FR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0571.See file dsdata.txt to determine how the superseded data were derived.
 FR0571
 FR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD573939(NAD 83)
 FR0571_MARKER: DB = BENCH MARK DISK
 FR0571_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0571_SP_SET: UNSPEC ROCK
 FR0571_STAMPING: B 392 1962
 FR0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0571
 FR0571  HISTORY     - Date     Condition        Report By
 FR0571  HISTORY     - 1962     MONUMENTED       CGS
 FR0571
 FR0571                          STATION DESCRIPTION
 FR0571
 FR0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0571'23.8 MI NE FROM KINGMAN.
 FR0571'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0571'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0571'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0571'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0571'MILE NORTH TO A ROAD FORK AND A RANCH HOUSE ON THE LEFT, TAKE THE
 FR0571'RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE LINE,
 FR0571'THENCE 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7 MILE EAST
 FR0571'ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE, THENCE 3.3
 FR0571'MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE LINE AND
 FR0571'GATE, THENCE 2.65 MILES EAST ALONG THE PIPE LINE TO ANOTHER
 FR0571'NORTH-SOUTH FENCE LINE AND GATE, THENCE 0.2 MILE EAST TO THE TOP OF A
 FR0571'LOW RIDGE, 90 FEET SOUTH OF THE CENTER OF THE PIPE LINE ROAD, ABOUT 15
 FR0571'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A LARGE ROCK
 FR0571'WHICH PROJECTS 5 FEET.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 FR0571'JUNCTION OF STATE HIGHWAY 93 AND U.S. HIGHWAY 66 IN THE NORTHEAST PART
 FR0571'OF KINGMAN BY GOING 24.5 MILES EAST ALONG STATE HIGHWAY 93 TO THE
 FR0571'JUNCTION OF HACKBERRY ROAD, THENCE 4.7 MILES NORTH ALONG HACKBERRY
 FR0571'ROAD TO A PIPE LINE CROSSING WHICH IS ABOUT 0.3 MILE SOUTH OF DIRT
 FR0571'ROAD LEADING EAST TO MILLERS RANCH, THENCE 1.5 MILES WEST ALONG THE
 FR0571'PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0442 ***********************************************************************
 FR0442  DESIGNATION -  B 393
 FR0442  PID         -  FR0442
 FR0442  STATE/COUNTY-  AZ/YAVAPAI
 FR0442  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0442
 FR0442                         *CURRENT SURVEY CONTROL
 FR0442  ___________________________________________________________________
 FR0442* NAD 83(1986)-  35 12 49.     (N)    113 16 45.     (W)     SCALED    
 FR0442* NAVD 88     -      1630.806  (meters)    5350.40   (feet)  POSTED    
 FR0442  ___________________________________________________________________
 FR0442  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FR0442  DYNAMIC HT  -        1628.650 (meters)    5343.33  (feet)  COMP
 FR0442  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 FR0442
 FR0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0442
 FR0442.The horizontal coordinates were scaled from a topographic map and have
 FR0442.an estimated accuracy of +/- 6 seconds.
 FR0442
 FR0442.The orthometric height was determined by differential leveling
 FR0442.and adjusted by the  in 1992.
 FR0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0442.rate of 0.0 thru 1.0 mm/km.
 FR0442
 FR0442.The geoid height was determined by GEOID03.
 FR0442
 FR0442.The dynamic height is computed by dividing the NAVD 88
 FR0442.geopotential number by the normal gravity value computed on the
 FR0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0442.degrees latitude (g = 980.6199 gals.).
 FR0442
 FR0442.The modeled gravity was interpolated from observed gravity values.
 FR0442
 FR0442;                    North         East    Units  Estimated Accuracy
 FR0442;SPC AZ C     -   468,120.       89,310.      MT  (+/- 180 meters Scaled)
 FR0442
 FR0442                          SUPERSEDED SURVEY CONTROL
 FR0442
 FR0442  NGVD 29 (??/??/92) 1629.896  (m)         5347.42   (f) ADJ UNCH    2 0
 FR0442
 FR0442.Superseded values are not recommended for survey control.
 FR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0442.See file dsdata.txt to determine how the superseded data were derived.
 FR0442
 FR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD925991(NAD 83)
 FR0442_MARKER: DB = BENCH MARK DISK
 FR0442_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0442_SP_SET: UNSPEC ROCK
 FR0442_STAMPING: B 393 1962
 FR0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0442
 FR0442  HISTORY     - Date     Condition        Report By
 FR0442  HISTORY     - 1962     MONUMENTED       CGS
 FR0442
 FR0442                          STATION DESCRIPTION
 FR0442
 FR0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0442'26.4 MI W FROM SELIGMAN.
 FR0442'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0442'STATION AT SELIGMAN, THENCE 23.4 MILES WEST ALONG A GRAVEL AND DIRT
 FR0442'ROAD, 92 FEET EAST OF THE CENTER OF THE ROAD, 82 FEET NORTH OF A
 FR0442'TRIANGLE BLAZED TREE, 4.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 10
 FR0442'FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A 4 BY 10
 FR0442'FOOT ROCK PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0220 ***********************************************************************
 FR0220  DESIGNATION -  B 394
 FR0220  PID         -  FR0220
 FR0220  STATE/COUNTY-  AZ/YAVAPAI
 FR0220  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0220
 FR0220                         *CURRENT SURVEY CONTROL
 FR0220  ___________________________________________________________________
 FR0220* NAD 83(1986)-  35 18 45.     (N)    112 48 46.     (W)     SCALED    
 FR0220* NAVD 88     -      1654.305  (meters)    5427.50   (feet)  ADJUSTED  
 FR0220  ___________________________________________________________________
 FR0220  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0220  DYNAMIC HT  -        1652.100 (meters)    5420.26  (feet)  COMP
 FR0220  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 FR0220
 FR0220  VERT ORDER  -  FIRST     CLASS II
 FR0220
 FR0220.The horizontal coordinates were scaled from a topographic map and have
 FR0220.an estimated accuracy of +/- 6 seconds.
 FR0220
 FR0220.The orthometric height was determined by differential leveling
 FR0220.and adjusted in June 1991.
 FR0220
 FR0220.The geoid height was determined by GEOID03.
 FR0220
 FR0220.The dynamic height is computed by dividing the NAVD 88
 FR0220.geopotential number by the normal gravity value computed on the
 FR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0220.degrees latitude (g = 980.6199 gals.).
 FR0220
 FR0220.The modeled gravity was interpolated from observed gravity values.
 FR0220
 FR0220;                    North         East    Units  Estimated Accuracy
 FR0220;SPC AZ C     -   478,610.      131,880.      MT  (+/- 180 meters Scaled)
 FR0220
 FR0220                          SUPERSEDED SURVEY CONTROL
 FR0220
 FR0220  NGVD 29 (??/??/92) 1653.386  (m)         5424.48   (f) ADJ UNCH    1 2
 FR0220
 FR0220.Superseded values are not recommended for survey control.
 FR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0220.See file dsdata.txt to determine how the superseded data were derived.
 FR0220
 FR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE352092(NAD 83)
 FR0220_MARKER: DB = BENCH MARK DISK
 FR0220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0220_STAMPING: B 394 1962
 FR0220_MARK LOGO: CGS   
 FR0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0220+STABILITY: SURFACE MOTION
 FR0220
 FR0220  HISTORY     - Date     Condition        Report By
 FR0220  HISTORY     - 1962     MONUMENTED       CGS
 FR0220  HISTORY     - 1982     GOOD             NGS
 FR0220
 FR0220                          STATION DESCRIPTION
 FR0220
 FR0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0220'3.8 MI E FROM SELIGMAN.
 FR0220'3.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE A.T. AND S.F. RAILWAY
 FR0220'STATION AT SELIGMAN, 63 FEET SOUTH OF THE RIGHT OF WAY FENCE, 35.4
 FR0220'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, ABOUT 2 FEET
 FR0220'BELOW THE LEVEL OF THE RAILWAY, AND IS SET IN THE TOP OF A 2 FOOT
 FR0220'CONCRETE CULVERT ALONG THE A.T. AND S.F. RAILWAY.
 FR0220
 FR0220                          STATION RECOVERY (1982)
 FR0220
 FR0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0673 ***********************************************************************
 DW0673  DESIGNATION -  B 395
 DW0673  PID         -  DW0673
 DW0673  STATE/COUNTY-  AZ/LA PAZ
 DW0673  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0673
 DW0673                         *CURRENT SURVEY CONTROL
 DW0673  ___________________________________________________________________
 DW0673* NAD 83(1986)-  33 40 39.     (N)    114 03 40.     (W)     SCALED    
 DW0673* NAVD 88     -       469.49   (+/-2cm)    1540.3    (feet)  VERTCON   
 DW0673  ___________________________________________________________________
 DW0673  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DW0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0673
 DW0673.The horizontal coordinates were scaled from a topographic map and have
 DW0673.an estimated accuracy of +/- 6 seconds.
 DW0673
 DW0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0673.The vertical order pertains to the NGVD 29 superseded value.
 DW0673
 DW0673.The geoid height was determined by GEOID03.
 DW0673
 DW0673;                    North         East    Units  Estimated Accuracy
 DW0673;SPC AZ W     -   296,940.      184,510.      MT  (+/- 180 meters Scaled)
 DW0673
 DW0673                          SUPERSEDED SURVEY CONTROL
 DW0673
 DW0673  NGVD 29 (??/??/??)  468.780  (m)         1537.99   (f) ADJUSTED    2 0
 DW0673
 DW0673.Superseded values are not recommended for survey control.
 DW0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0673.See file dsdata.txt to determine how the superseded data were derived.
 DW0673
 DW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT724302(NAD 83)
 DW0673_MARKER: DB = BENCH MARK DISK
 DW0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0673_STAMPING: B 395 1962
 DW0673_MARK LOGO: CGS   
 DW0673_PROJECTION: PROJECTING 3 CENTIMETERS
 DW0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0673+STABILITY: SURFACE MOTION
 DW0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0673+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0673
 DW0673  HISTORY     - Date     Condition        Report By
 DW0673  HISTORY     - 1962     MONUMENTED       CGS
 DW0673  HISTORY     - 1981     GOOD             NGS
 DW0673  HISTORY     - 20090218 GOOD             GEOCAC
 DW0673
 DW0673                          STATION DESCRIPTION
 DW0673
 DW0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0673'10.2 MI E FROM QUARTZSITE.
 DW0673'ABOUT 10.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0673'POST OFFICE AT QUARTZSITE, 152 FEET SOUTH OF THE CENTER OF THE
 DW0673'HIGHWAY, 5.0 FEET EAST OF A RIGHT OF WAY POST, 4.0 FEET WEST
 DW0673'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS
 DW0673'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DW0673
 DW0673                          STATION RECOVERY (1981)
 DW0673
 DW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0673'14.6 KM (9.1 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0673'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.1 MI) WEST OF HIGHWAY
 DW0673'MILEPOST 28, 47.3 METERS (155 FT) SOUTH OF THE CENTERLINE OF THE
 DW0673'EAST-BOUND LANES, 1.8 METERS (6.0 FT) EAST OF AN ANGLE IRON
 DW0673'RIGHT-OF-WAY POST NUMBER PC 1463+20.54, 1.0 METERS (3.3 FT) SOUTH OF
 DW0673'THE RIGHT-OF-WAY FENCE.  NOTE-MARK NOT LEVELED TO THIS SURVEY.
 DW0673'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 DW0673'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DW0673
 DW0673                          STATION RECOVERY (2009)
 DW0673
 DW0673'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0673'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR (HH2) INDICATED
 DW0673'COORDINATES OF N 33 40 38.9 W 114 03 49.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1101 ***********************************************************************
 DV1101  DESIGNATION -  B 396 11
 DV1101  PID         -  DV1101
 DV1101  STATE/COUNTY-  AZ/LA PAZ
 DV1101  USGS QUAD   -  VICKSBURG (1990)
 DV1101
 DV1101                         *CURRENT SURVEY CONTROL
 DV1101  ___________________________________________________________________
 DV1101* NAD 83(1986)-  33 38 24.     (N)    113 50 22.     (W)     SCALED    
 DV1101* NAVD 88     -       364.21   (+/-2cm)    1194.9    (feet)  VERTCON   
 DV1101  ___________________________________________________________________
 DV1101  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1101
 DV1101.The horizontal coordinates were scaled from a topographic map and have
 DV1101.an estimated accuracy of +/- 6 seconds.
 DV1101
 DV1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1101.The vertical order pertains to the NGVD 29 superseded value.
 DV1101
 DV1101.The geoid height was determined by GEOID03.
 DV1101
 DV1101;                    North         East    Units  Estimated Accuracy
 DV1101;SPC AZ W     -   292,740.      205,060.      MT  (+/- 180 meters Scaled)
 DV1101
 DV1101                          SUPERSEDED SURVEY CONTROL
 DV1101
 DV1101  NGVD 29 (??/??/92)  363.547  (m)         1192.74   (f) ADJ UNCH    2 0
 DV1101
 DV1101.Superseded values are not recommended for survey control.
 DV1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1101.See file dsdata.txt to determine how the superseded data were derived.
 DV1101
 DV1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC366258(NAD 83)
 DV1101_MARKER: DB = BENCH MARK DISK
 DV1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1101_STAMPING: B 396 11 1962
 DV1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1101+STABILITY: SURFACE MOTION
 DV1101
 DV1101  HISTORY     - Date     Condition        Report By
 DV1101  HISTORY     - 1962     MONUMENTED       CGS
 DV1101
 DV1101                          STATION DESCRIPTION
 DV1101
 DV1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1101'9.75 MI SE FROM BRENDA.
 DV1101'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1101'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.4 MILES
 DV1101'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1101'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL
 DV1101'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0372 ***********************************************************************
 CZ0372  DESIGNATION -  B 399
 CZ0372  PID         -  CZ0372
 CZ0372  STATE/COUNTY-  AZ/PINAL
 CZ0372  USGS QUAD   -  DESERT PEAK (1988)
 CZ0372
 CZ0372                         *CURRENT SURVEY CONTROL
 CZ0372  ___________________________________________________________________
 CZ0372* NAD 83(1986)-  32 31 21.     (N)    111 14 50.     (W)     SCALED    
 CZ0372* NAVD 88     -       625.14   (+/-2cm)    2051.0    (feet)  VERTCON   
 CZ0372  ___________________________________________________________________
 CZ0372  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ0372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0372
 CZ0372.The horizontal coordinates were scaled from a topographic map and have
 CZ0372.an estimated accuracy of +/- 6 seconds.
 CZ0372
 CZ0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0372.The vertical order pertains to the NGVD 29 superseded value.
 CZ0372
 CZ0372.The geoid height was determined by GEOID03.
 CZ0372
 CZ0372;                    North         East    Units  Estimated Accuracy
 CZ0372;SPC AZ C     -   169,000.      276,250.      MT  (+/- 180 meters Scaled)
 CZ0372
 CZ0372                          SUPERSEDED SURVEY CONTROL
 CZ0372
 CZ0372  NGVD 29 (??/??/92)  624.627  (m)         2049.30   (f) ADJ UNCH    2 0
 CZ0372
 CZ0372.Superseded values are not recommended for survey control.
 CZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0372.See file dsdata.txt to determine how the superseded data were derived.
 CZ0372
 CZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA767983(NAD 83)
 CZ0372_MARKER: DB = BENCH MARK DISK
 CZ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0372_STAMPING: B 399 1962
 CZ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0372+STABILITY: SURFACE MOTION
 CZ0372
 CZ0372  HISTORY     - Date     Condition        Report By
 CZ0372  HISTORY     - 1962     MONUMENTED       CGS
 CZ0372  HISTORY     - 1977     GOOD             USGS
 CZ0372
 CZ0372                          STATION DESCRIPTION
 CZ0372
 CZ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0372'6.6 MI SE FROM RED ROCK.
 CZ0372'FROM THE RAILROAD DEPOT IN RED ROCK GO SOUTHEAST ON STATE HIGHWAY 84
 CZ0372'FOR 4.8 MILES, THENCE EAST ON AN OILED ROAD FOR 1.8 MILES.  THE MARK
 CZ0372'IS 59 FEET NORTH OF THE CENTERLINE OF THE OILED ROAD AND 2.5 FEET
 CZ0372'SOUTH OF A METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A
 CZ0372'CYLINDRICAL CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CZ0372
 CZ0372                          STATION RECOVERY (1977)
 CZ0372
 CZ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0372'FROM THE SP R.R. SIDING AT RED ROCK GO SE ON FRONTAGE RD., FOR 4.8
 CZ0372'MI., THENCE EAST ON AN OILED RD., FOR 1.8 MI. MARK IS 59 FT. NORTH OF
 CZ0372'THE CENTERLINE OF THE OILED RD., 2.5 FT. SOUTH OF A METAL WITNESS
 CZ0372'POST. SET IN THE TOP OF A CYLINDRICAL CONC. POST WHICH PROJECTS 2
 CZ0372'INCHES ABOVE THE GROUND. STD. BRONZE DISK STAMPED B 399 1962.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0374 ***********************************************************************
 DT0374  DESIGNATION -  B 40
 DT0374  PID         -  DT0374
 DT0374  STATE/COUNTY-  AZ/GREENLEE
 DT0374  USGS QUAD   -  CLIFTON (1989)
 DT0374
 DT0374                         *CURRENT SURVEY CONTROL
 DT0374  ___________________________________________________________________
 DT0374* NAD 83(1986)-  33 01 51.     (N)    109 16 42.     (W)     SCALED    
 DT0374* NAVD 88     -      1307.645  (meters)    4290.17   (feet)  ADJUSTED  
 DT0374  ___________________________________________________________________
 DT0374  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DT0374  DYNAMIC HT  -        1305.739 (meters)    4283.91  (feet)  COMP
 DT0374  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 DT0374
 DT0374  VERT ORDER  -  SECOND    CLASS 0
 DT0374
 DT0374.The horizontal coordinates were scaled from a topographic map and have
 DT0374.an estimated accuracy of +/- 6 seconds.
 DT0374
 DT0374.The orthometric height was determined by differential leveling
 DT0374.and adjusted in June 1991.
 DT0374
 DT0374.The geoid height was determined by GEOID03.
 DT0374
 DT0374.The dynamic height is computed by dividing the NAVD 88
 DT0374.geopotential number by the normal gravity value computed on the
 DT0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0374.degrees latitude (g = 980.6199 gals.).
 DT0374
 DT0374.The modeled gravity was interpolated from observed gravity values.
 DT0374
 DT0374;                    North         East    Units  Estimated Accuracy
 DT0374;SPC AZ E     -   225,520.      296,340.      MT  (+/- 180 meters Scaled)
 DT0374
 DT0374                          SUPERSEDED SURVEY CONTROL
 DT0374
 DT0374  NGVD 29 (??/??/92) 1306.898  (m)         4287.71   (f) ADJ UNCH    2 0
 DT0374
 DT0374.Superseded values are not recommended for survey control.
 DT0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0374.See file dsdata.txt to determine how the superseded data were derived.
 DT0374
 DT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB607560(NAD 83)
 DT0374_MARKER: DB = BENCH MARK DISK
 DT0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0374_STAMPING: B 40 1934
 DT0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0374+STABILITY: SURFACE MOTION
 DT0374
 DT0374  HISTORY     - Date     Condition        Report By
 DT0374  HISTORY     - 1934     MONUMENTED       CGS
 DT0374
 DT0374                          STATION DESCRIPTION
 DT0374
 DT0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0374'5.8 MI SE FROM CLIFTON.
 DT0374'ON CUT OFF FROM HWY. NO. 75 TO STATE HWY. NO. 71, ON OPEN RIDGE AT
 DT0374'SUMMIT OF WARD CANYON, ABOUT 300 FT. WEST OF SMALL DRAW, AND 30 FT.
 DT0374'SOUTH OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0080 ***********************************************************************
 GP0080  DESIGNATION -  B 401
 GP0080  PID         -  GP0080
 GP0080  STATE/COUNTY-  AZ/COCONINO
 GP0080  USGS QUAD   -  PAGE (1985)
 GP0080
 GP0080                         *CURRENT SURVEY CONTROL
 GP0080  ___________________________________________________________________
 GP0080* NAD 83(1986)-  36 56 27.     (N)    111 24 02.     (W)     SCALED    
 GP0080* NAVD 88     -      1221.404  (meters)    4007.22   (feet)  ADJUSTED  
 GP0080  ___________________________________________________________________
 GP0080  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0080  DYNAMIC HT  -        1219.985 (meters)    4002.57  (feet)  COMP
 GP0080  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 GP0080
 GP0080  VERT ORDER  -  FIRST     CLASS II
 GP0080
 GP0080.The horizontal coordinates were scaled from a topographic map and have
 GP0080.an estimated accuracy of +/- 6 seconds.
 GP0080
 GP0080.The orthometric height was determined by differential leveling
 GP0080.and adjusted in June 1991.
 GP0080
 GP0080.The geoid height was determined by GEOID03.
 GP0080
 GP0080.The dynamic height is computed by dividing the NAVD 88
 GP0080.geopotential number by the normal gravity value computed on the
 GP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0080.degrees latitude (g = 980.6199 gals.).
 GP0080
 GP0080.The modeled gravity was interpolated from observed gravity values.
 GP0080
 GP0080;                    North         East    Units  Estimated Accuracy
 GP0080;SPC AZ C     -   659,030.      259,330.      MT  (+/- 180 meters Scaled)
 GP0080
 GP0080                          SUPERSEDED SURVEY CONTROL
 GP0080
 GP0080  NGVD 29 (??/??/92) 1220.487  (m)         4004.21   (f) ADJ UNCH    1 2
 GP0080
 GP0080.Superseded values are not recommended for survey control.
 GP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0080.See file dsdata.txt to determine how the superseded data were derived.
 GP0080
 GP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF643883(NAD 83)
 GP0080_MARKER: DB = BENCH MARK DISK
 GP0080_SETTING: 66 = SET IN ROCK OUTCROP
 GP0080_SP_SET: ROCK OUTCROP
 GP0080_STAMPING: B 401 1962
 GP0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0080+STABILITY: POSITION/ELEVATION WELL
 GP0080
 GP0080  HISTORY     - Date     Condition        Report By
 GP0080  HISTORY     - 1962     MONUMENTED       CGS
 GP0080
 GP0080                          STATION DESCRIPTION
 GP0080
 GP0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0080'4.3 MI NE FROM PAGE.
 GP0080'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0080'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0080'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0080'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0080'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0080'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 2.8 MILES NORTHEAST
 GP0080'ACROSS COUNTRY.  1.5 MILES NORTHEAST OF ANTELOPE CREEK, SET IN THE TOP
 GP0080'OF A ROCK OUTCROP AT THE BASE OF A SANDSTONE BLUFF WHICH IS AT THE
 GP0080'WEST POINT OF A MESA, 3.6 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0110 ***********************************************************************
 GP0110  DESIGNATION -  B 402
 GP0110  PID         -  GP0110
 GP0110  STATE/COUNTY-  AZ/COCONINO
 GP0110  USGS QUAD   -  PAGE (1985)
 GP0110
 GP0110                         *CURRENT SURVEY CONTROL
 GP0110  ___________________________________________________________________
 GP0110* NAD 83(1986)-  36 54 54.     (N)    111 29 35.     (W)     SCALED    
 GP0110* NAVD 88     -      1200.592  (meters)    3938.94   (feet)  ADJUSTED  
 GP0110  ___________________________________________________________________
 GP0110  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0110  DYNAMIC HT  -        1199.230 (meters)    3934.47  (feet)  COMP
 GP0110  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 GP0110
 GP0110  VERT ORDER  -  FIRST     CLASS II
 GP0110
 GP0110.The horizontal coordinates were scaled from a topographic map and have
 GP0110.an estimated accuracy of +/- 6 seconds.
 GP0110
 GP0110.The orthometric height was determined by differential leveling
 GP0110.and adjusted in June 1991.
 GP0110
 GP0110.The geoid height was determined by GEOID03.
 GP0110
 GP0110.The dynamic height is computed by dividing the NAVD 88
 GP0110.geopotential number by the normal gravity value computed on the
 GP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0110.degrees latitude (g = 980.6199 gals.).
 GP0110
 GP0110.The modeled gravity was interpolated from observed gravity values.
 GP0110
 GP0110;                    North         East    Units  Estimated Accuracy
 GP0110;SPC AZ C     -   656,120.      251,110.      MT  (+/- 180 meters Scaled)
 GP0110
 GP0110                          SUPERSEDED SURVEY CONTROL
 GP0110
 GP0110  NGVD 29 (??/??/92) 1199.713  (m)         3936.06   (f) ADJ UNCH    1 2
 GP0110
 GP0110.Superseded values are not recommended for survey control.
 GP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0110.See file dsdata.txt to determine how the superseded data were derived.
 GP0110
 GP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF560855(NAD 83)
 GP0110_MARKER: DB = BENCH MARK DISK
 GP0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0110_SP_SET: PORTAL ARCHWAY
 GP0110_STAMPING: B 402 1962
 GP0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0110
 GP0110  HISTORY     - Date     Condition        Report By
 GP0110  HISTORY     - 1962     MONUMENTED       CGS
 GP0110
 GP0110                          STATION DESCRIPTION
 GP0110
 GP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0110'3.3 MI S FROM PAGE.
 GP0110'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0110'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0110'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT, AT THE
 GP0110'SOUTH-SOUTHWEST PORTAL OF THE POWERPLANT EXCESS TUNNEL, 13 FEET
 GP0110'SOUTHEAST OF THE CENTERLINE OF THE TUNNEL, 2.7 FEET SOUTHEAST OF THE
 GP0110'SOUTHEAST EDGE OF THE ARCHWAY OF THE PORTAL, ABOUT 3 FEET ABOVE THE
 GP0110'LEVEL OF THE GROUND, AND SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 GP0110'CONCRETE PORTAL ARCHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1256 ***********************************************************************
 DU1256  DESIGNATION -  B 403
 DU1256  PID         -  DU1256
 DU1256  STATE/COUNTY-  AZ/GILA
 DU1256  USGS QUAD   -  GLOBE (1982)
 DU1256
 DU1256                         *CURRENT SURVEY CONTROL
 DU1256  ___________________________________________________________________
 DU1256* NAD 83(1986)-  33 25 10.     (N)    110 48 23.     (W)     SCALED    
 DU1256* NAVD 88     -      1074.607  (meters)    3525.61   (feet)  ADJUSTED  
 DU1256  ___________________________________________________________________
 DU1256  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU1256  DYNAMIC HT  -        1073.159 (meters)    3520.86  (feet)  COMP
 DU1256  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 DU1256
 DU1256  VERT ORDER  -  FIRST     CLASS II
 DU1256
 DU1256.The horizontal coordinates were scaled from a topographic map and have
 DU1256.an estimated accuracy of +/- 6 seconds.
 DU1256
 DU1256.The orthometric height was determined by differential leveling
 DU1256.and adjusted in June 1991.
 DU1256
 DU1256.The geoid height was determined by GEOID03.
 DU1256
 DU1256.The dynamic height is computed by dividing the NAVD 88
 DU1256.geopotential number by the normal gravity value computed on the
 DU1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1256.degrees latitude (g = 980.6199 gals.).
 DU1256
 DU1256.The modeled gravity was interpolated from observed gravity values.
 DU1256
 DU1256;                    North         East    Units  Estimated Accuracy
 DU1256;SPC AZ E     -   268,450.      153,870.      MT  (+/- 180 meters Scaled)
 DU1256
 DU1256                          SUPERSEDED SURVEY CONTROL
 DU1256
 DU1256.No superseded survey control is available for this station.
 DU1256
 DU1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB180978(NAD 83)
 DU1256_MARKER: DB = BENCH MARK DISK
 DU1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1256_SP_SET: STAINLESS STEEL ROD
 DU1256_STAMPING: B 403 1979
 DU1256_PROJECTION: FLUSH
 DU1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1256+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1256_ROD/PIPE-DEPTH: 3.96 meters
 DU1256
 DU1256  HISTORY     - Date     Condition        Report By
 DU1256  HISTORY     - 1979     MONUMENTED       NGS
 DU1256  HISTORY     - 19950726 GOOD             USPSQD
 DU1256  HISTORY     - 20061112 GOOD             GEOCAC
 DU1256
 DU1256                          STATION DESCRIPTION
 DU1256
 DU1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1256'3.2 MI NW FROM GLOBE.
 DU1256'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1256'COURTHOUSE IN GLOBE, 68.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1256'11.1 FEET NORTH OF A POWERLINE POLE WITH TWO GUY WIRES AND
 DU1256'7.0 FEET SOUTHEAST OF THE NORTH-NORTHWEST LEG OF AN ADVERTISING
 DU1256'SIGN. NOTE= REFUSAL WAS REACHED AT 13 FEET, ACCESS TO DISK
 DU1256'IS THROUGH A 4-INCH SCREW PLUG.
 DU1256'THE MARK IS 2.3 FT  N FROM A WITNESS POST.
 DU1256'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1256
 DU1256                          STATION RECOVERY (1995)
 DU1256
 DU1256'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1256'RECOVERED IN GOOD CONDITION.
 DU1256
 DU1256                          STATION RECOVERY (2006)
 DU1256
 DU1256'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1256'RECOVERED AS DESCRIBED. THE MARK IS LOOSE / WOBBLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0307 ***********************************************************************
 GP0307  DESIGNATION -  B 403
 GP0307  PID         -  GP0307
 GP0307  STATE/COUNTY-  AZ/COCONINO
 GP0307  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0307
 GP0307                         *CURRENT SURVEY CONTROL
 GP0307  ___________________________________________________________________
 GP0307* NAD 83(1986)-  36 38 03.     (N)    111 38 21.     (W)     SCALED    
 GP0307* NAVD 88     -      1603.062  (meters)    5259.38   (feet)  ADJUSTED  
 GP0307  ___________________________________________________________________
 GP0307  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0307  DYNAMIC HT  -        1601.086 (meters)    5252.90  (feet)  COMP
 GP0307  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 GP0307
 GP0307  VERT ORDER  -  FIRST     CLASS II
 GP0307
 GP0307.The horizontal coordinates were scaled from a topographic map and have
 GP0307.an estimated accuracy of +/- 6 seconds.
 GP0307
 GP0307.The orthometric height was determined by differential leveling
 GP0307.and adjusted in June 1991.
 GP0307
 GP0307.The geoid height was determined by GEOID03.
 GP0307
 GP0307.The dynamic height is computed by dividing the NAVD 88
 GP0307.geopotential number by the normal gravity value computed on the
 GP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0307.degrees latitude (g = 980.6199 gals.).
 GP0307
 GP0307.The modeled gravity was interpolated from observed gravity values.
 GP0307
 GP0307;                    North         East    Units  Estimated Accuracy
 GP0307;SPC AZ C     -   624,910.      238,180.      MT  (+/- 180 meters Scaled)
 GP0307
 GP0307                          SUPERSEDED SURVEY CONTROL
 GP0307
 GP0307  NGVD 29 (??/??/92) 1602.042  (m)         5256.03   (f) ADJ UNCH    1 2
 GP0307
 GP0307.Superseded values are not recommended for survey control.
 GP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0307.See file dsdata.txt to determine how the superseded data were derived.
 GP0307
 GP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF428544(NAD 83)
 GP0307_MARKER: DB = BENCH MARK DISK
 GP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0307_STAMPING: B 403 1962
 GP0307_MARK LOGO: CGS   
 GP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0307+STABILITY: SURFACE MOTION
 GP0307
 GP0307  HISTORY     - Date     Condition        Report By
 GP0307  HISTORY     - 1962     MONUMENTED       CGS
 GP0307  HISTORY     - 1983     GOOD             NGS
 GP0307  HISTORY     - 19931203 GOOD             USPSQD
 GP0307
 GP0307                          STATION DESCRIPTION
 GP0307
 GP0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0307'0.95 MI NE FROM BITTER SPRINGS.
 GP0307'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0307'STATION AT BITTER SPRINGS.  THENCE 0.75 MILE NORTHEAST ALONG U.S.
 GP0307'HIGHWAY 89 LEADING TO PAGE, AT THE SOUTH EDGE OF A PARKING AREA, 96
 GP0307'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.2 MILE WEST OF HIGHWAY
 GP0307'MILEPOST NUMBER 525, 3.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 GP0307'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0307'PROJECTING 5-INCHES.
 GP0307
 GP0307                          STATION RECOVERY (1983)
 GP0307
 GP0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0307'RECOVERED IN GOOD CONDITION.
 GP0307
 GP0307                          STATION RECOVERY (1993)
 GP0307
 GP0307'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1279 ***********************************************************************
 DU1279  DESIGNATION -  B 404
 DU1279  PID         -  DU1279
 DU1279  STATE/COUNTY-  AZ/GILA
 DU1279  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1279
 DU1279                         *CURRENT SURVEY CONTROL
 DU1279  ___________________________________________________________________
 DU1279* NAD 83(1986)-  33 35 32.     (N)    110 59 16.     (W)     SCALED    
 DU1279* NAVD 88     -       716.297  (meters)    2350.05   (feet)  ADJUSTED  
 DU1279  ___________________________________________________________________
 DU1279  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DU1279  DYNAMIC HT  -         715.363 (meters)    2346.99  (feet)  COMP
 DU1279  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 DU1279
 DU1279  VERT ORDER  -  FIRST     CLASS II
 DU1279
 DU1279.The horizontal coordinates were scaled from a topographic map and have
 DU1279.an estimated accuracy of +/- 6 seconds.
 DU1279
 DU1279.The orthometric height was determined by differential leveling
 DU1279.and adjusted in June 1991.
 DU1279
 DU1279.The geoid height was determined by GEOID03.
 DU1279
 DU1279.The dynamic height is computed by dividing the NAVD 88
 DU1279.geopotential number by the normal gravity value computed on the
 DU1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1279.degrees latitude (g = 980.6199 gals.).
 DU1279
 DU1279.The modeled gravity was interpolated from observed gravity values.
 DU1279
 DU1279;                    North         East    Units  Estimated Accuracy
 DU1279;SPC AZ E     -   287,730.      137,150.      MT  (+/- 180 meters Scaled)
 DU1279
 DU1279                          SUPERSEDED SURVEY CONTROL
 DU1279
 DU1279.No superseded survey control is available for this station.
 DU1279
 DU1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC011169(NAD 83)
 DU1279_MARKER: DB = BENCH MARK DISK
 DU1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1279_SP_SET: STAINLESS STEEL ROD
 DU1279_STAMPING: B 404 1979
 DU1279_PROJECTION: FLUSH
 DU1279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1279+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU1279_ROD/PIPE-DEPTH: 1.52 meters
 DU1279
 DU1279  HISTORY     - Date     Condition        Report By
 DU1279  HISTORY     - 1979     MONUMENTED       NGS
 DU1279  HISTORY     - 19980701 GOOD             AZDT
 DU1279  HISTORY     - 20040403 GOOD             USPSQD
 DU1279  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1279
 DU1279                          STATION DESCRIPTION
 DU1279
 DU1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1279'10.1 MI SE FROM ROOSEVELT.
 DU1279'10.1 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1279'THE POST OFFICE IN ROOSEVELT, 39.0 FEET SOUTH-
 DU1279'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED
 DU1279'AT 5 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1279'THE MARK IS 1.6 FT  SSE FROM A WITNESS POST.
 DU1279'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1279
 DU1279                          STATION RECOVERY (1998)
 DU1279
 DU1279'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1279'RECOVERED AS DESCRIBED.
 DU1279
 DU1279                          STATION RECOVERY (2004)
 DU1279
 DU1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1279'RECOVERED AS DESCRIBED
 DU1279
 DU1279                          STATION RECOVERY (2005)
 DU1279
 DU1279'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1279'MARK NOT FOUND.  NEW ROAD CONSTRUCTION AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0196 ***********************************************************************
 GP0196  DESIGNATION -  B 404
 GP0196  PID         -  GP0196
 GP0196  STATE/COUNTY-  AZ/COCONINO
 GP0196  USGS QUAD   -  TANNER WELL (1985)
 GP0196
 GP0196                         *CURRENT SURVEY CONTROL
 GP0196  ___________________________________________________________________
 GP0196* NAD 83(1986)-  36 37 15.     (N)    111 39 14.     (W)     SCALED    
 GP0196* NAVD 88     -      1575.745  (meters)    5169.76   (feet)  POSTED    
 GP0196  ___________________________________________________________________
 GP0196  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GP0196  DYNAMIC HT  -        1573.830 (meters)    5163.47  (feet)  COMP
 GP0196  MODELED GRAV-     979,362.6   (mgal)                       NAVD 88
 GP0196
 GP0196  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0196
 GP0196.The horizontal coordinates were scaled from a topographic map and have
 GP0196.an estimated accuracy of +/- 6 seconds.
 GP0196
 GP0196.The orthometric height was determined by differential leveling
 GP0196.and adjusted by the  in 1992.
 GP0196.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0196.rate of 2.1 thru 3.0 mm/km.
 GP0196
 GP0196.The geoid height was determined by GEOID03.
 GP0196
 GP0196.The dynamic height is computed by dividing the NAVD 88
 GP0196.geopotential number by the normal gravity value computed on the
 GP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0196.degrees latitude (g = 980.6199 gals.).
 GP0196
 GP0196.The modeled gravity was interpolated from observed gravity values.
 GP0196
 GP0196;                    North         East    Units  Estimated Accuracy
 GP0196;SPC AZ C     -   623,430.      236,860.      MT  (+/- 180 meters Scaled)
 GP0196
 GP0196                          SUPERSEDED SURVEY CONTROL
 GP0196
 GP0196  NGVD 29 (??/??/92) 1574.756  (m)         5166.51   (f) ADJ UNCH    1 2
 GP0196
 GP0196.Superseded values are not recommended for survey control.
 GP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0196.See file dsdata.txt to determine how the superseded data were derived.
 GP0196
 GP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF415530(NAD 83)
 GP0196_MARKER: DB = BENCH MARK DISK
 GP0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0196_SP_SET: CULVERT
 GP0196_STAMPING: B 404 1962
 GP0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0196
 GP0196  HISTORY     - Date     Condition        Report By
 GP0196  HISTORY     - 1962     MONUMENTED       CGS
 GP0196  HISTORY     - 1978     GOOD             USGS
 GP0196  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0196
 GP0196                          STATION DESCRIPTION
 GP0196
 GP0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0196'1.2 MI S FROM BITTER SPRINGS.
 GP0196'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0196'STATION AT BITTER SPRINGS, 0.1 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0196'523, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW
 GP0196'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTH END OF THE
 GP0196'EAST CONCRETE HEADWALL OF A DOUBLE-TUBED CULVERT.
 GP0196
 GP0196                          STATION RECOVERY (1978)
 GP0196
 GP0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0196'CHANGE PRIMARY REFERENCE TO-- JCT OF US HWY 89 AND ALT. 89 AT BITTER
 GP0196'SPRINGS, 1.0 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0196'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0196'IS ADEQUATE.
 GP0196
 GP0196                          STATION RECOVERY (1983)
 GP0196
 GP0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0196'NOT RECOVERED.  HEADWALL AT DESCRIBED LOCATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1179 ***********************************************************************
 DU1179  DESIGNATION -  B 405
 DU1179  PID         -  DU1179
 DU1179  STATE/COUNTY-  AZ/GILA
 DU1179  USGS QUAD   -  CHROME BUTTE (1966)
 DU1179
 DU1179                         *CURRENT SURVEY CONTROL
 DU1179  ___________________________________________________________________
 DU1179* NAD 83(1986)-  33 32 47.     (N)    110 41 34.     (W)     SCALED    
 DU1179* NAVD 88     -      1439.322  (meters)    4722.18   (feet)  ADJUSTED  
 DU1179  ___________________________________________________________________
 DU1179  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DU1179  DYNAMIC HT  -        1437.300 (meters)    4715.54  (feet)  COMP
 DU1179  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 DU1179
 DU1179  VERT ORDER  -  FIRST     CLASS II
 DU1179
 DU1179.The horizontal coordinates were scaled from a topographic map and have
 DU1179.an estimated accuracy of +/- 6 seconds.
 DU1179
 DU1179.The orthometric height was determined by differential leveling
 DU1179.and adjusted in June 1991.
 DU1179
 DU1179.The geoid height was determined by GEOID03.
 DU1179
 DU1179.The dynamic height is computed by dividing the NAVD 88
 DU1179.geopotential number by the normal gravity value computed on the
 DU1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1179.degrees latitude (g = 980.6199 gals.).
 DU1179
 DU1179.The modeled gravity was interpolated from observed gravity values.
 DU1179
 DU1179;                    North         East    Units  Estimated Accuracy
 DU1179;SPC AZ E     -   282,470.      164,500.      MT  (+/- 180 meters Scaled)
 DU1179
 DU1179                          SUPERSEDED SURVEY CONTROL
 DU1179
 DU1179.No superseded survey control is available for this station.
 DU1179
 DU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC285119(NAD 83)
 DU1179_MARKER: DB = BENCH MARK DISK
 DU1179_SETTING: 66 = SET IN ROCK OUTCROP
 DU1179_SP_SET: ROCK OUTCROP
 DU1179_STAMPING: B 405 1979
 DU1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1179+STABILITY: POSITION/ELEVATION WELL
 DU1179
 DU1179  HISTORY     - Date     Condition        Report By
 DU1179  HISTORY     - 1979     MONUMENTED       NGS
 DU1179
 DU1179                          STATION DESCRIPTION
 DU1179
 DU1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1179'12.8 MI NE FROM GLOBE.
 DU1179'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1179'COURTHOUSE IN GLOBE, 34.9 FEET WEST OF THE CENTERLINE OF THE
 DU1179'HIGHWAY.
 DU1179'THE MARK IS 3.9 FT  S FROM A WITNESS POST.
 DU1179'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0095 ***********************************************************************
 GP0095  DESIGNATION -  B 405
 GP0095  PID         -  GP0095
 GP0095  STATE/COUNTY-  AZ/COCONINO
 GP0095  USGS QUAD   -  PAGE (1985)
 GP0095
 GP0095                         *CURRENT SURVEY CONTROL
 GP0095  ___________________________________________________________________
 GP0095* NAD 83(1986)-  36 56 41.     (N)    111 29 47.     (W)     SCALED    
 GP0095* NAVD 88     -      1195.829  (meters)    3923.32   (feet)  ADJUSTED  
 GP0095  ___________________________________________________________________
 GP0095  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0095  DYNAMIC HT  -        1194.480 (meters)    3918.89  (feet)  COMP
 GP0095  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 GP0095
 GP0095  VERT ORDER  -  FIRST     CLASS II
 GP0095
 GP0095.The horizontal coordinates were scaled from a topographic map and have
 GP0095.an estimated accuracy of +/- 6 seconds.
 GP0095
 GP0095.The orthometric height was determined by differential leveling
 GP0095.and adjusted in June 1991.
 GP0095
 GP0095.The geoid height was determined by GEOID03.
 GP0095
 GP0095.The dynamic height is computed by dividing the NAVD 88
 GP0095.geopotential number by the normal gravity value computed on the
 GP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0095.degrees latitude (g = 980.6199 gals.).
 GP0095
 GP0095.The modeled gravity was interpolated from observed gravity values.
 GP0095
 GP0095;                    North         East    Units  Estimated Accuracy
 GP0095;SPC AZ C     -   659,420.      250,790.      MT  (+/- 180 meters Scaled)
 GP0095
 GP0095                          SUPERSEDED SURVEY CONTROL
 GP0095
 GP0095  NGVD 29 (??/??/92) 1194.964  (m)         3920.48   (f) ADJ UNCH    1 2
 GP0095
 GP0095.Superseded values are not recommended for survey control.
 GP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0095.See file dsdata.txt to determine how the superseded data were derived.
 GP0095
 GP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF558888(NAD 83)
 GP0095_MARKER: DB = BENCH MARK DISK
 GP0095_SETTING: 66 = SET IN ROCK OUTCROP
 GP0095_SP_SET: SANDSTONE OUTCROP
 GP0095_STAMPING: B 405 1962
 GP0095_MARK LOGO: CGS   
 GP0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0095+STABILITY: POSITION/ELEVATION WELL
 GP0095
 GP0095  HISTORY     - Date     Condition        Report By
 GP0095  HISTORY     - 1962     MONUMENTED       CGS
 GP0095  HISTORY     - 1983     GOOD             NGS
 GP0095
 GP0095                          STATION DESCRIPTION
 GP0095
 GP0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0095'1.1 MI NW FROM PAGE.
 GP0095'ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0095'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  112 FEET SOUTH OF THE
 GP0095'WEST END OF A 24-INCH METAL CULVERT, 68.7 FEET SOUTH-SOUTHEAST OF A
 GP0095'POWER LINE WHICH CROSSES THE HIGHWAY, 57 FEET WEST OF THE CENTERLINE
 GP0095'OF THE HIGHWAY, 2.8 FEET EAST OF THE BASE OF A SHEER ROCK WALL, ABOUT
 GP0095'7 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0095'SANDSTONE OUTCROP WHICH IS FLUSH WITH THE GROUND.
 GP0095
 GP0095                          STATION RECOVERY (1983)
 GP0095
 GP0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1192 ***********************************************************************
 DU1192  DESIGNATION -  B 406
 DU1192  PID         -  DU1192
 DU1192  STATE/COUNTY-  AZ/GILA
 DU1192  USGS QUAD   -  SEVENMILE MTS (1966)
 DU1192
 DU1192                         *CURRENT SURVEY CONTROL
 DU1192  ___________________________________________________________________
 DU1192* NAD 83(1986)-  33 36 39.     (N)    110 37 28.     (W)     SCALED    
 DU1192* NAVD 88     -      1391.044  (meters)    4563.78   (feet)  ADJUSTED  
 DU1192  ___________________________________________________________________
 DU1192  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DU1192  DYNAMIC HT  -        1389.095 (meters)    4557.39  (feet)  COMP
 DU1192  MODELED GRAV-     979,187.0   (mgal)                       NAVD 88
 DU1192
 DU1192  VERT ORDER  -  FIRST     CLASS II
 DU1192
 DU1192.The horizontal coordinates were scaled from a topographic map and have
 DU1192.an estimated accuracy of +/- 6 seconds.
 DU1192
 DU1192.The orthometric height was determined by differential leveling
 DU1192.and adjusted in June 1991.
 DU1192
 DU1192.The geoid height was determined by GEOID03.
 DU1192
 DU1192.The dynamic height is computed by dividing the NAVD 88
 DU1192.geopotential number by the normal gravity value computed on the
 DU1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1192.degrees latitude (g = 980.6199 gals.).
 DU1192
 DU1192.The modeled gravity was interpolated from observed gravity values.
 DU1192
 DU1192;                    North         East    Units  Estimated Accuracy
 DU1192;SPC AZ E     -   289,590.      170,880.      MT  (+/- 180 meters Scaled)
 DU1192
 DU1192                          SUPERSEDED SURVEY CONTROL
 DU1192
 DU1192.No superseded survey control is available for this station.
 DU1192
 DU1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC348190(NAD 83)
 DU1192_MARKER: DB = BENCH MARK DISK
 DU1192_SETTING: 66 = SET IN ROCK OUTCROP
 DU1192_SP_SET: ROCK OUTCROP
 DU1192_STAMPING: B 406 1979
 DU1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1192+STABILITY: POSITION/ELEVATION WELL
 DU1192
 DU1192  HISTORY     - Date     Condition        Report By
 DU1192  HISTORY     - 1979     MONUMENTED       NGS
 DU1192
 DU1192                          STATION DESCRIPTION
 DU1192
 DU1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1192'19.1 MI NE FROM GLOBE.
 DU1192'19.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1192'COURTHOUSE IN GLOBE, 100 FEET WEST OF THE EAST END OF THE NORTH CUT,
 DU1192'AND 33.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1192'THE MARK IS 4.5 FT  W FROM A WITNESS POST.
 DU1192'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1216 ***********************************************************************
 DU1216  DESIGNATION -  B 407
 DU1216  PID         -  DU1216
 DU1216  STATE/COUNTY-  AZ/GILA
 DU1216  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1216
 DU1216                         *CURRENT SURVEY CONTROL
 DU1216  ___________________________________________________________________
 DU1216* NAD 83(1986)-  33 48 33.     (N)    110 27 56.     (W)     SCALED    
 DU1216* NAVD 88     -      1359.139  (meters)    4459.11   (feet)  ADJUSTED  
 DU1216  ___________________________________________________________________
 DU1216  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DU1216  DYNAMIC HT  -        1357.242 (meters)    4452.88  (feet)  COMP
 DU1216  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 DU1216
 DU1216  VERT ORDER  -  FIRST     CLASS II
 DU1216
 DU1216.The horizontal coordinates were scaled from a topographic map and have
 DU1216.an estimated accuracy of +/- 6 seconds.
 DU1216
 DU1216.The orthometric height was determined by differential leveling
 DU1216.and adjusted in June 1991.
 DU1216
 DU1216.The geoid height was determined by GEOID03.
 DU1216
 DU1216.The dynamic height is computed by dividing the NAVD 88
 DU1216.geopotential number by the normal gravity value computed on the
 DU1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1216.degrees latitude (g = 980.6199 gals.).
 DU1216
 DU1216.The modeled gravity was interpolated from observed gravity values.
 DU1216
 DU1216;                    North         East    Units  Estimated Accuracy
 DU1216;SPC AZ E     -   311,530.      185,690.      MT  (+/- 180 meters Scaled)
 DU1216
 DU1216                          SUPERSEDED SURVEY CONTROL
 DU1216
 DU1216.No superseded survey control is available for this station.
 DU1216
 DU1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC494411(NAD 83)
 DU1216_MARKER: DB = BENCH MARK DISK
 DU1216_SETTING: 66 = SET IN ROCK OUTCROP
 DU1216_SP_SET: ROCK OUTCROP
 DU1216_STAMPING: B 407 1979
 DU1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1216+STABILITY: POSITION/ELEVATION WELL
 DU1216
 DU1216  HISTORY     - Date     Condition        Report By
 DU1216  HISTORY     - 1979     MONUMENTED       NGS
 DU1216  HISTORY     - 19960918 GOOD             USPSQD
 DU1216
 DU1216                          STATION DESCRIPTION
 DU1216
 DU1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1216'41.8 MI NE FROM GLOBE.
 DU1216'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1216'IN SALT RIVER CANYON, 54.8 FEET WEST AND ACROSS THE HIGHWAY FROM A
 DU1216'GUARD RAIL AND 28.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1216'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES FROM THE GILA COUNTY
 DU1216'COURTHOUSE IN GLOBE.
 DU1216'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 DU1216
 DU1216                          STATION RECOVERY (1996)
 DU1216
 DU1216'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0326 ***********************************************************************
 ER0326  DESIGNATION -  B 408
 ER0326  PID         -  ER0326
 ER0326  STATE/COUNTY-  AZ/NAVAJO
 ER0326  USGS QUAD   -  INDIAN PINE (1977)
 ER0326
 ER0326                         *CURRENT SURVEY CONTROL
 ER0326  ___________________________________________________________________
 ER0326* NAD 83(1986)-  34 02 11.     (N)    109 55 15.     (W)     SCALED    
 ER0326* NAVD 88     -      2071.509  (meters)    6796.28   (feet)  ADJUSTED  
 ER0326  ___________________________________________________________________
 ER0326  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ER0326  DYNAMIC HT  -        2068.349 (meters)    6785.91  (feet)  COMP
 ER0326  MODELED GRAV-     979,036.0   (mgal)                       NAVD 88
 ER0326
 ER0326  VERT ORDER  -  FIRST     CLASS II
 ER0326
 ER0326.The horizontal coordinates were scaled from a topographic map and have
 ER0326.an estimated accuracy of +/- 6 seconds.
 ER0326
 ER0326.The orthometric height was determined by differential leveling
 ER0326.and adjusted in June 1991.
 ER0326
 ER0326.The geoid height was determined by GEOID03.
 ER0326
 ER0326.The dynamic height is computed by dividing the NAVD 88
 ER0326.geopotential number by the normal gravity value computed on the
 ER0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0326.degrees latitude (g = 980.6199 gals.).
 ER0326
 ER0326.The modeled gravity was interpolated from observed gravity values.
 ER0326
 ER0326;                    North         East    Units  Estimated Accuracy
 ER0326;SPC AZ E     -   336,720.      236,060.      MT  (+/- 180 meters Scaled)
 ER0326
 ER0326                          SUPERSEDED SURVEY CONTROL
 ER0326
 ER0326.No superseded survey control is available for this station.
 ER0326
 ER0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC996667(NAD 83)
 ER0326_MARKER: DB = BENCH MARK DISK
 ER0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0326_SP_SET: STAINLESS STEEL ROD
 ER0326_STAMPING: B 408 1979
 ER0326_PROJECTION: FLUSH
 ER0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0326_ROD/PIPE-DEPTH: 6.10 meters
 ER0326
 ER0326  HISTORY     - Date     Condition        Report By
 ER0326  HISTORY     - 1979     MONUMENTED       NGS
 ER0326
 ER0326                          STATION DESCRIPTION
 ER0326
 ER0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0326'6.5 MI SW FROM MCNARY.
 ER0326'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0326'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 3.3 MILES
 ER0326'SOUTH ALONG STATE HIGHWAY 73, 0.3 MILE NORTH OF HIGHWAY MILE MARKER
 ER0326'354, 67.8 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.6 FEET
 ER0326'NORTH OF A 24-INCH PINE TREE AND 1.9 FEET NORTHEAST OF A BARBED WIRE
 ER0326'FENCE.  NOTE=DISK IS 4-INCHES BELOW THE GROUND, ACCESS IS THROUGH A
 ER0326'4-INCH SCREW PLUG.
 ER0326'THE MARK IS 1.4 FT  SSE FROM A WITNESS POST.
 ER0326'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0463 ***********************************************************************
 DT0463  DESIGNATION -  B 409
 DT0463  PID         -  DT0463
 DT0463  STATE/COUNTY-  AZ/APACHE
 DT0463  USGS QUAD   -  NUTRIOSO (1991)
 DT0463
 DT0463                         *CURRENT SURVEY CONTROL
 DT0463  ___________________________________________________________________
 DT0463* NAD 83(1986)-  33 56 40.     (N)    109 12 02.     (W)     SCALED    
 DT0463* NAVD 88     -      2366.750  (meters)    7764.91   (feet)  ADJUSTED  
 DT0463  ___________________________________________________________________
 DT0463  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0463  DYNAMIC HT  -        2362.937 (meters)    7752.40  (feet)  COMP
 DT0463  MODELED GRAV-     978,939.7   (mgal)                       NAVD 88
 DT0463
 DT0463  VERT ORDER  -  FIRST     CLASS II
 DT0463
 DT0463.The horizontal coordinates were scaled from a topographic map and have
 DT0463.an estimated accuracy of +/- 6 seconds.
 DT0463
 DT0463.The orthometric height was determined by differential leveling
 DT0463.and adjusted in June 1991.
 DT0463
 DT0463.The geoid height was determined by GEOID03.
 DT0463
 DT0463.The dynamic height is computed by dividing the NAVD 88
 DT0463.geopotential number by the normal gravity value computed on the
 DT0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0463.degrees latitude (g = 980.6199 gals.).
 DT0463
 DT0463.The modeled gravity was interpolated from observed gravity values.
 DT0463
 DT0463;                    North         East    Units  Estimated Accuracy
 DT0463;SPC AZ E     -   326,910.      302,670.      MT  (+/- 180 meters Scaled)
 DT0463
 DT0463                          SUPERSEDED SURVEY CONTROL
 DT0463
 DT0463.No superseded survey control is available for this station.
 DT0463
 DT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC662574(NAD 83)
 DT0463_MARKER: I = METAL ROD
 DT0463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0463+WITH SETTING: INFORMATION.
 DT0463_SP_SET: SHALLOW SET METAL ROD
 DT0463_STAMPING: B 409 1980
 DT0463_PROJECTION: FLUSH
 DT0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0463_ROD/PIPE-DEPTH: 2.1  meters
 DT0463
 DT0463  HISTORY     - Date     Condition        Report By
 DT0463  HISTORY     - 1980     MONUMENTED       NGS
 DT0463
 DT0463                          STATION DESCRIPTION
 DT0463
 DT0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0463'1.1 KM SE FROM NUTRIOSO.
 DT0463'1.1 KM (0.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0463'POST OFFICE IN NUTRIOSO, 0.2 KM (0.1 MI) NORTHWEST OF MILE
 DT0463'POST 418, 11.7 METERS (38.4 FT) SOUTH OF THE CENTERLINE OF THE
 DT0463'HIGHWAY, 11.6 METERS (38.0 FT) EAST OF THE CENTER OF A DRIVEWAY
 DT0463'LEADING SOUTH TO A SAWMILL, 1.0 METERS (3.3 FT) NORTH OF TELEPHONE
 DT0463'POLE NUMBER 311 A19 1 207, 3.7 METERS (12.1 FT) EAST OF A FENCE
 DT0463'CORNER AND 0.5 METERS (1.6 FT) NORTH OF A WOODEN FENCE.  NOTE=REFUSAL
 DT0463'WAS REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE DATUM POINT
 DT0463'IS THROUGH A 5-INCH LOGO CAP.
 DT0463'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DT0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0337 ***********************************************************************
 ER0337  DESIGNATION -  B 410
 ER0337  PID         -  ER0337
 ER0337  STATE/COUNTY-  AZ/APACHE
 ER0337  USGS QUAD   -  MC NARY (1985)
 ER0337
 ER0337                         *CURRENT SURVEY CONTROL
 ER0337  ___________________________________________________________________
 ER0337* NAD 83(1986)-  34 04 20.     (N)    109 50 08.     (W)     SCALED    
 ER0337* NAVD 88     -      2238.220  (meters)    7343.23   (feet)  ADJUSTED  
 ER0337  ___________________________________________________________________
 ER0337  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ER0337  DYNAMIC HT  -        2234.726 (meters)    7331.76  (feet)  COMP
 ER0337  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 ER0337
 ER0337  VERT ORDER  -  FIRST     CLASS II
 ER0337
 ER0337.The horizontal coordinates were scaled from a topographic map and have
 ER0337.an estimated accuracy of +/- 6 seconds.
 ER0337
 ER0337.The orthometric height was determined by differential leveling
 ER0337.and adjusted in June 1991.
 ER0337
 ER0337.The geoid height was determined by GEOID03.
 ER0337
 ER0337.The dynamic height is computed by dividing the NAVD 88
 ER0337.geopotential number by the normal gravity value computed on the
 ER0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0337.degrees latitude (g = 980.6199 gals.).
 ER0337
 ER0337.The modeled gravity was interpolated from observed gravity values.
 ER0337
 ER0337;                    North         East    Units  Estimated Accuracy
 ER0337;SPC AZ E     -   340,710.      243,920.      MT  (+/- 180 meters Scaled)
 ER0337
 ER0337                          SUPERSEDED SURVEY CONTROL
 ER0337
 ER0337.No superseded survey control is available for this station.
 ER0337
 ER0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC074707(NAD 83)
 ER0337_MARKER: I = METAL ROD
 ER0337_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0337+WITH SETTING: INFORMATION.
 ER0337_SP_SET: SHALLOW SET METAL ROD
 ER0337_STAMPING: B 410 1980
 ER0337_PROJECTION: FLUSH
 ER0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0337_ROD/PIPE-DEPTH: 1.5  meters
 ER0337
 ER0337  HISTORY     - Date     Condition        Report By
 ER0337  HISTORY     - 1980     MONUMENTED       NGS
 ER0337  HISTORY     - 20050729 GOOD             USPSQD
 ER0337
 ER0337                          STATION DESCRIPTION
 ER0337
 ER0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0337'1.8 KM EAST FROM MCNARY.
 ER0337'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0337'OFFICE IN MCNARY, THENCE 1.7 KM (1.05 MI) EAST ALONG STATE
 ER0337'HIGHWAY 260, 0.5 KM (0.3 MI) EAST OF A SIDE ROAD LEADING
 ER0337'SOUTH, 31.1 METERS (102.0 FT) NORTH OF THE CENTERLINE OF THE
 ER0337'HIGHWAY AND 0.6 METERS (1.8 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 ER0337'REACHED AT 1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0337'THOROUGH A 5-INCH LOGO CAP.
 ER0337'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ER0337'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0337
 ER0337                          STATION RECOVERY (2005)
 ER0337
 ER0337'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0337'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0365 ***********************************************************************
 ER0365  DESIGNATION -  B 411
 ER0365  PID         -  ER0365
 ER0365  STATE/COUNTY-  AZ/APACHE
 ER0365  USGS QUAD   -  GREER (1969)
 ER0365
 ER0365                         *CURRENT SURVEY CONTROL
 ER0365  ___________________________________________________________________
 ER0365* NAD 83(1986)-  34 05 24.     (N)    109 26 09.     (W)     SCALED    
 ER0365* NAVD 88     -      2409.886  (meters)    7906.43   (feet)  ADJUSTED  
 ER0365  ___________________________________________________________________
 ER0365  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ER0365  DYNAMIC HT  -        2406.039 (meters)    7893.81  (feet)  COMP
 ER0365  MODELED GRAV-     978,952.3   (mgal)                       NAVD 88
 ER0365
 ER0365  VERT ORDER  -  FIRST     CLASS II
 ER0365
 ER0365.The horizontal coordinates were scaled from a topographic map and have
 ER0365.an estimated accuracy of +/- 6 seconds.
 ER0365
 ER0365.The orthometric height was determined by differential leveling
 ER0365.and adjusted in June 1991.
 ER0365
 ER0365.The geoid height was determined by GEOID03.
 ER0365
 ER0365.The dynamic height is computed by dividing the NAVD 88
 ER0365.geopotential number by the normal gravity value computed on the
 ER0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0365.degrees latitude (g = 980.6199 gals.).
 ER0365
 ER0365.The modeled gravity was interpolated from observed gravity values.
 ER0365
 ER0365;                    North         East    Units  Estimated Accuracy
 ER0365;SPC AZ E     -   342,880.      280,800.      MT  (+/- 180 meters Scaled)
 ER0365
 ER0365                          SUPERSEDED SURVEY CONTROL
 ER0365
 ER0365.No superseded survey control is available for this station.
 ER0365
 ER0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC443732(NAD 83)
 ER0365_MARKER: DB = BENCH MARK DISK
 ER0365_SETTING: 66 = SET IN ROCK OUTCROP
 ER0365_SP_SET: ROCK OUTCROP
 ER0365_STAMPING: B 411 1980
 ER0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0365+STABILITY: POSITION/ELEVATION WELL
 ER0365
 ER0365  HISTORY     - Date     Condition        Report By
 ER0365  HISTORY     - 1980     MONUMENTED       NGS
 ER0365  HISTORY     - 20050729 GOOD             USPSQD
 ER0365
 ER0365                          STATION DESCRIPTION
 ER0365
 ER0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0365'14.0 KM WEST FROM EAGAR.
 ER0365'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0365'OFFICE IN EAGAR, THENCE 13.8 KM (8.55 MI) WEST ALONG STATE
 ER0365'HIGHWAY 260, 0.6 KM (0.35 MI) WEST OF MILE POST 389, 0.1
 ER0365'KM (0.05 MI) EAST OF A DIRT ROAD LEADING NORTHEAST TO A
 ER0365'CINDER PIT, IN TOP OF A ROCK OUTCROP, 26.1 METERS (85.6 FT) SOUTHEAST
 ER0365'OF THE CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT) EAST OF A
 ER0365'TELEPHONE POLE AND 3.8 METERS (12.5 FT) NORTHWEST OF A FENCE.
 ER0365'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ER0365'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 ER0365
 ER0365                          STATION RECOVERY (2005)
 ER0365
 ER0365'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0365'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1004 ***********************************************************************
 DV1004  DESIGNATION -  B 413 31
 DV1004  PID         -  DV1004
 DV1004  STATE/COUNTY-  AZ/LA PAZ
 DV1004  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1004
 DV1004                         *CURRENT SURVEY CONTROL
 DV1004  ___________________________________________________________________
 DV1004* NAD 83(1986)-  33 35 24.     (N)    113 29 28.     (W)     SCALED    
 DV1004* NAVD 88     -       435.33   (+/-2cm)    1428.2    (feet)  VERTCON   
 DV1004  ___________________________________________________________________
 DV1004  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1004
 DV1004.The horizontal coordinates were scaled from a topographic map and have
 DV1004.an estimated accuracy of +/- 6 seconds.
 DV1004
 DV1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1004.The vertical order pertains to the NGVD 29 superseded value.
 DV1004
 DV1004.The geoid height was determined by GEOID03.
 DV1004
 DV1004;                    North         East    Units  Estimated Accuracy
 DV1004;SPC AZ W     -   287,220.      237,390.      MT  (+/- 180 meters Scaled)
 DV1004
 DV1004                          SUPERSEDED SURVEY CONTROL
 DV1004
 DV1004  NGVD 29 (??/??/92)  434.648  (m)         1426.01   (f) ADJ UNCH    2 0
 DV1004
 DV1004.Superseded values are not recommended for survey control.
 DV1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1004.See file dsdata.txt to determine how the superseded data were derived.
 DV1004
 DV1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC688194(NAD 83)
 DV1004_MARKER: DB = BENCH MARK DISK
 DV1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1004_STAMPING: B 413 31 1962
 DV1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1004+STABILITY: SURFACE MOTION
 DV1004
 DV1004  HISTORY     - Date     Condition        Report By
 DV1004  HISTORY     - 1962     MONUMENTED       CGS
 DV1004
 DV1004                          STATION DESCRIPTION
 DV1004
 DV1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1004'19.4 MI SE FROM SALOME.
 DV1004'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1004'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1004'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1004'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1004'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1004'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1004'THENCE 2.0 MILES EAST ALONG THE BLADED TRACK WHICH IS THE CENTER OF
 DV1004'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.1 FEET NORTHWEST
 DV1004'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1004'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0985 ***********************************************************************
 DU0985  DESIGNATION -  B 414
 DU0985  PID         -  DU0985
 DU0985  STATE/COUNTY-  AZ/MARICOPA
 DU0985  USGS QUAD   -  GUADALUPE (1982)
 DU0985
 DU0985                         *CURRENT SURVEY CONTROL
 DU0985  ___________________________________________________________________
 DU0985* NAD 83(1986)-  33 20 04.     (N)    111 58 03.     (W)     SCALED    
 DU0985* NAVD 88     -       375.08   (+/-2cm)    1230.6    (feet)  VERTCON   
 DU0985  ___________________________________________________________________
 DU0985  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0985
 DU0985.The horizontal coordinates were scaled from a topographic map and have
 DU0985.an estimated accuracy of +/- 6 seconds.
 DU0985
 DU0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0985.The vertical order pertains to the NGVD 29 superseded value.
 DU0985
 DU0985.The geoid height was determined by GEOID03.
 DU0985
 DU0985;                    North         East    Units  Estimated Accuracy
 DU0985;SPC AZ C     -   258,840.      208,630.      MT  (+/- 180 meters Scaled)
 DU0985
 DU0985                          SUPERSEDED SURVEY CONTROL
 DU0985
 DU0985  NGVD 29 (??/??/92)  374.492  (m)         1228.65   (f) ADJ UNCH    2 0
 DU0985
 DU0985.Superseded values are not recommended for survey control.
 DU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0985.See file dsdata.txt to determine how the superseded data were derived.
 DU0985
 DU0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB099887(NAD 83)
 DU0985_MARKER: DB = BENCH MARK DISK
 DU0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0985_STAMPING: B 414 1962
 DU0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0985+STABILITY: SURFACE MOTION
 DU0985
 DU0985  HISTORY     - Date     Condition        Report By
 DU0985  HISTORY     - 1962     MONUMENTED       CGS
 DU0985  HISTORY     - 20010221 MARK NOT FOUND   MCDOT
 DU0985  HISTORY     - 20071113 MARK NOT FOUND   GEOCAC
 DU0985
 DU0985                          STATION DESCRIPTION
 DU0985
 DU0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0985'2.9 MI SW FROM GUADALUPE.
 DU0985'2.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0985'GUADALUPE, THENCE 0.3 MILE WEST ALONG WARNER ROAD, 32 FEET SOUTH OF
 DU0985'THE CENTER OF WARNER ROAD, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 149
 DU0985'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND A PIPE LINE
 DU0985'VALVE, 5.6 FEET SOUTHEAST OF A WITNESS POST, 0.5 FOOT ABOVE THE LEVEL
 DU0985'OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DU0985
 DU0985                          STATION RECOVERY (2001)
 DU0985
 DU0985'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DU0985'MARK NOT FOUND.
 DU0985
 DU0985                          STATION RECOVERY (2007)
 DU0985
 DU0985'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0985'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0985'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1046 ***********************************************************************
 DV1046  DESIGNATION -  B 415 57
 DV1046  PID         -  DV1046
 DV1046  STATE/COUNTY-  AZ/MARICOPA
 DV1046  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1046
 DV1046                         *CURRENT SURVEY CONTROL
 DV1046  ___________________________________________________________________
 DV1046* NAD 83(1986)-  33 30 54.     (N)    113 02 31.     (W)     SCALED    
 DV1046* NAVD 88     -       392.47   (+/-2cm)    1287.6    (feet)  VERTCON   
 DV1046  ___________________________________________________________________
 DV1046  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DV1046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1046
 DV1046.The horizontal coordinates were scaled from a topographic map and have
 DV1046.an estimated accuracy of +/- 6 seconds.
 DV1046
 DV1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1046.The vertical order pertains to the NGVD 29 superseded value.
 DV1046
 DV1046.The geoid height was determined by GEOID03.
 DV1046
 DV1046;                    North         East    Units  Estimated Accuracy
 DV1046;SPC AZ C     -   279,430.      108,820.      MT  (+/- 180 meters Scaled)
 DV1046
 DV1046                          SUPERSEDED SURVEY CONTROL
 DV1046
 DV1046  NGVD 29 (??/??/92)  391.822  (m)         1285.50   (f) ADJ UNCH    2 0
 DV1046
 DV1046.Superseded values are not recommended for survey control.
 DV1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1046.See file dsdata.txt to determine how the superseded data were derived.
 DV1046
 DV1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC103102(NAD 83)
 DV1046_MARKER: DB = BENCH MARK DISK
 DV1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1046_STAMPING: B 415 57 1962
 DV1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1046+STABILITY: SURFACE MOTION
 DV1046
 DV1046  HISTORY     - Date     Condition        Report By
 DV1046  HISTORY     - 1962     MONUMENTED       CGS
 DV1046
 DV1046                          STATION DESCRIPTION
 DV1046
 DV1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1046'6.65 MI NW FROM TONOPAH.
 DV1046'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1046'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES
 DV1046'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1046'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL
 DV1046'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1410 ***********************************************************************
 CZ1410  DESIGNATION -  B 418
 CZ1410  PID         -  CZ1410
 CZ1410  STATE/COUNTY-  AZ/PIMA
 CZ1410  USGS QUAD   -  TUCSON (1992)
 CZ1410
 CZ1410                         *CURRENT SURVEY CONTROL
 CZ1410  ___________________________________________________________________
 CZ1410* NAD 83(1986)-  32 13 19.     (N)    110 58 32.     (W)     SCALED    
 CZ1410* NAVD 88     -       721.009  (meters)    2365.51   (feet)  ADJUSTED  
 CZ1410  ___________________________________________________________________
 CZ1410  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1410  DYNAMIC HT  -         720.021 (meters)    2362.27  (feet)  COMP
 CZ1410  MODELED GRAV-     979,246.2   (mgal)                       NAVD 88
 CZ1410
 CZ1410  VERT ORDER  -  FIRST     CLASS II
 CZ1410
 CZ1410.The horizontal coordinates were scaled from a topographic map and have
 CZ1410.an estimated accuracy of +/- 6 seconds.
 CZ1410
 CZ1410.The orthometric height was determined by differential leveling
 CZ1410.and adjusted in June 1991.
 CZ1410
 CZ1410.The geoid height was determined by GEOID03.
 CZ1410
 CZ1410.The dynamic height is computed by dividing the NAVD 88
 CZ1410.geopotential number by the normal gravity value computed on the
 CZ1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1410.degrees latitude (g = 980.6199 gals.).
 CZ1410
 CZ1410.The modeled gravity was interpolated from observed gravity values.
 CZ1410
 CZ1410;                    North         East    Units  Estimated Accuracy
 CZ1410;SPC AZ C     -   135,860.      302,070.      MT  (+/- 180 meters Scaled)
 CZ1410
 CZ1410                          SUPERSEDED SURVEY CONTROL
 CZ1410
 CZ1410.No superseded survey control is available for this station.
 CZ1410
 CZ1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA023650(NAD 83)
 CZ1410_MARKER: DB = BENCH MARK DISK
 CZ1410_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CZ1410_SP_SET: BUILDING PILLAR
 CZ1410_STAMPING: B 418 1979
 CZ1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1410+STABILITY: POSITION/ELEVATION WELL
 CZ1410
 CZ1410  HISTORY     - Date     Condition        Report By
 CZ1410  HISTORY     - 1979     MONUMENTED       NGS
 CZ1410  HISTORY     - 1980     GOOD             NGS
 CZ1410  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 CZ1410  HISTORY     - 19950110 MARK NOT FOUND   USPSQD
 CZ1410  HISTORY     - 19990304 MARK NOT FOUND   NGS
 CZ1410
 CZ1410                          STATION DESCRIPTION
 CZ1410
 CZ1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1410'IN TUCSON.
 CZ1410'IN TUCSON AT THE FEDERAL BUILDING AT 301 WEST CONGRESS, SET
 CZ1410'VERTICALLY, 5 FEET ABOVE THE BRICK WALKWAY AND IN THE SOUTHEAST
 CZ1410'FACE OF THE NORTHEAST CONCRETE PILLAR FOR THE FEDERAL BUILDING.  THE
 CZ1410'PILLARS ARE 12 FEET IN DIAMETER AND ARE SET TO A DEPTH OF 30 FEET.
 CZ1410
 CZ1410                          STATION RECOVERY (1980)
 CZ1410
 CZ1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1410'RECOVERED IN GOOD CONDITION.
 CZ1410
 CZ1410                          STATION RECOVERY (1994)
 CZ1410
 CZ1410'RECOVERY NOTE BY US POWER SQUADRON 1994
 CZ1410'MARK NOT FOUND.
 CZ1410
 CZ1410                          STATION RECOVERY (1995)
 CZ1410
 CZ1410'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1410'MARK NOT FOUND.
 CZ1410
 CZ1410                          STATION RECOVERY (1999)
 CZ1410
 CZ1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1410'THE BUILDING HAS BEEN REMODELED AND THE DISK MAY STILL BE IN PLACE
 CZ1410'UNDER A LAYER OF BRICK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0611 ***********************************************************************
 CY0611  DESIGNATION -  B 419
 CY0611  PID         -  CY0611
 CY0611  STATE/COUNTY-  AZ/COCHISE
 CY0611  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0611
 CY0611                         *CURRENT SURVEY CONTROL
 CY0611  ___________________________________________________________________
 CY0611* NAD 83(1986)-  32 16 34.     (N)    109 49 02.     (W)     SCALED    
 CY0611* NAVD 88     -      1273.145  (meters)    4176.98   (feet)  ADJUSTED  
 CY0611  ___________________________________________________________________
 CY0611  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0611  DYNAMIC HT  -        1271.242 (meters)    4170.73  (feet)  COMP
 CY0611  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 CY0611
 CY0611  VERT ORDER  -  FIRST     CLASS II
 CY0611
 CY0611.The horizontal coordinates were scaled from a topographic map and have
 CY0611.an estimated accuracy of +/- 6 seconds.
 CY0611
 CY0611.The orthometric height was determined by differential leveling
 CY0611.and adjusted in June 1991.
 CY0611
 CY0611.The geoid height was determined by GEOID03.
 CY0611
 CY0611.The dynamic height is computed by dividing the NAVD 88
 CY0611.geopotential number by the normal gravity value computed on the
 CY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0611.degrees latitude (g = 980.6199 gals.).
 CY0611
 CY0611.The modeled gravity was interpolated from observed gravity values.
 CY0611
 CY0611;                    North         East    Units  Estimated Accuracy
 CY0611;SPC AZ E     -   141,540.      246,280.      MT  (+/- 180 meters Scaled)
 CY0611
 CY0611                          SUPERSEDED SURVEY CONTROL
 CY0611
 CY0611.No superseded survey control is available for this station.
 CY0611
 CY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA113716(NAD 83)
 CY0611_MARKER: DB = BENCH MARK DISK
 CY0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0611_SP_SET: STAINLESS STEEL ROD
 CY0611_STAMPING: B 419 1979
 CY0611_PROJECTION: FLUSH
 CY0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0611+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0611_ROD/PIPE-DEPTH: 7.3  meters
 CY0611
 CY0611  HISTORY     - Date     Condition        Report By
 CY0611  HISTORY     - 1979     MONUMENTED       NGS
 CY0611  HISTORY     - 20050515 GOOD             NGS
 CY0611
 CY0611                          STATION DESCRIPTION
 CY0611
 CY0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0611'2.9 KM NE FROM WILLCOX.
 CY0611'3.0 KILOMETERS (1.85 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0611'ITS JUNCTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0611'SOUTHWEST OF MILE POST 342, 30.0 METERS (98.5 FEET) NORTHWEST OF THE
 CY0611'CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.2 FEET) SOUTHWEST OF THE
 CY0611'FIRST POWER POLE NORTHEAST OF A POWER LINE JUNCTION POLE WITH ONE
 CY0611'GUY WIRE, 5.2 METERS (16.9 FEET) NORTHEAST OF A BRACED ANGLE IRON
 CY0611'FENCE POST IN THE RIGHT-OF-WAY FENCE AND 0.6 METER (2.1 FEET)
 CY0611'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0611'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 CY0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0611
 CY0611                          STATION RECOVERY (2005)
 CY0611
 CY0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0611'BUSINESS I-10 IS FORMER US 666 AND AZ 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0596 ***********************************************************************
 CY0596  DESIGNATION -  B 420
 CY0596  PID         -  CY0596
 CY0596  STATE/COUNTY-  AZ/COCHISE
 CY0596  USGS QUAD   -  COCHISE (1985)
 CY0596
 CY0596                         *CURRENT SURVEY CONTROL
 CY0596  ___________________________________________________________________
 CY0596* NAD 83(1986)-  32 04 40.     (N)    109 54 00.     (W)     SCALED    
 CY0596* NAVD 88     -      1276.342  (meters)    4187.47   (feet)  ADJUSTED  
 CY0596  ___________________________________________________________________
 CY0596  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0596  DYNAMIC HT  -        1274.406 (meters)    4181.11  (feet)  COMP
 CY0596  MODELED GRAV-     979,078.5   (mgal)                       NAVD 88
 CY0596
 CY0596  VERT ORDER  -  FIRST     CLASS II
 CY0596
 CY0596.The horizontal coordinates were scaled from a topographic map and have
 CY0596.an estimated accuracy of +/- 6 seconds.
 CY0596
 CY0596.The orthometric height was determined by differential leveling
 CY0596.and adjusted in June 1991.
 CY0596
 CY0596.The geoid height was determined by GEOID03.
 CY0596
 CY0596.The dynamic height is computed by dividing the NAVD 88
 CY0596.geopotential number by the normal gravity value computed on the
 CY0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0596.degrees latitude (g = 980.6199 gals.).
 CY0596
 CY0596.The modeled gravity was interpolated from observed gravity values.
 CY0596
 CY0596;                    North         East    Units  Estimated Accuracy
 CY0596;SPC AZ E     -   119,520.      238,530.      MT  (+/- 180 meters Scaled)
 CY0596
 CY0596                          SUPERSEDED SURVEY CONTROL
 CY0596
 CY0596.No superseded survey control is available for this station.
 CY0596
 CY0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA038495(NAD 83)
 CY0596_MARKER: DB = BENCH MARK DISK
 CY0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0596_SP_SET: STAINLESS STEEL ROD
 CY0596_STAMPING: B 420 1980
 CY0596_PROJECTION: RECESSED 3 CENTIMETERS
 CY0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0596+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0596_ROD/PIPE-DEPTH: 6.9  meters
 CY0596
 CY0596  HISTORY     - Date     Condition        Report By
 CY0596  HISTORY     - 1980     MONUMENTED       NGS
 CY0596  HISTORY     - 20060506 GOOD             NGS
 CY0596
 CY0596                          STATION DESCRIPTION
 CY0596
 CY0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0596'21.4 KM SW FROM WILLCOX.
 CY0596'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0596'RAILROAD FROM THE STATION IN WILLCOX, THENCE 6.3 KILOMETERS (3.9
 CY0596'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.2 KILOMETER (0.1 MILE)
 CY0596'NORTHWEST OF A WOODEN RAILROAD BRIDGE, 0.6 METER (1 FOOT)
 CY0596'NORTHEAST OF A T IN THE RIGHT-OF-WAY FENCE, 15.2 METERS (50.0
 CY0596'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.1 METERS
 CY0596'(49.5 FEET) SOUTHEAST OF A JUNCTION POWER POLE, 6.6 METERS
 CY0596'(22.5 FEET) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.
 CY0596'THE MARK IS .6 METERS  SW FROM A WITNESS POST.
 CY0596'THE MARK IS .3 M BELOW HIGHWAY CENTERLINE.
 CY0596
 CY0596                          STATION RECOVERY (2006)
 CY0596
 CY0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0596'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0223 ***********************************************************************
 CF0223  DESIGNATION -  B 421
 CF0223  PID         -  CF0223
 CF0223  STATE/COUNTY-  AZ/COCHISE
 CF0223  USGS QUAD   -  ELFRIDA (1986)
 CF0223
 CF0223                         *CURRENT SURVEY CONTROL
 CF0223  ___________________________________________________________________
 CF0223* NAD 83(1986)-  31 43 22.     (N)    109 41 09.     (W)     SCALED    
 CF0223* NAVD 88     -      1278.012  (meters)    4192.94   (feet)  ADJUSTED  
 CF0223  ___________________________________________________________________
 CF0223  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0223  DYNAMIC HT  -        1276.017 (meters)    4186.40  (feet)  COMP
 CF0223  MODELED GRAV-     979,034.5   (mgal)                       NAVD 88
 CF0223
 CF0223  VERT ORDER  -  FIRST     CLASS II
 CF0223
 CF0223.The horizontal coordinates were scaled from a topographic map and have
 CF0223.an estimated accuracy of +/- 6 seconds.
 CF0223
 CF0223.The orthometric height was determined by differential leveling
 CF0223.and adjusted in June 1991.
 CF0223
 CF0223.The geoid height was determined by GEOID03.
 CF0223
 CF0223.The dynamic height is computed by dividing the NAVD 88
 CF0223.geopotential number by the normal gravity value computed on the
 CF0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0223.degrees latitude (g = 980.6199 gals.).
 CF0223
 CF0223.The modeled gravity was interpolated from observed gravity values.
 CF0223
 CF0223;                    North         East    Units  Estimated Accuracy
 CF0223;SPC AZ E     -    80,230.      258,930.      MT  (+/- 180 meters Scaled)
 CF0223
 CF0223                          SUPERSEDED SURVEY CONTROL
 CF0223
 CF0223.No superseded survey control is available for this station.
 CF0223
 CF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA245104(NAD 83)
 CF0223_MARKER: DB = BENCH MARK DISK
 CF0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0223_SP_SET: STAINLESS STEEL ROD
 CF0223_STAMPING: B 421 1980
 CF0223_PROJECTION: FLUSH
 CF0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0223_ROD/PIPE-DEPTH: 4.5  meters
 CF0223
 CF0223  HISTORY     - Date     Condition        Report By
 CF0223  HISTORY     - 1980     MONUMENTED       NGS
 CF0223
 CF0223                          STATION DESCRIPTION
 CF0223
 CF0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0223'4.4 KM NORTH FROM ELFRIDA.
 CF0223'4.4 KILOMETERS (2.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0223'THE POST OFFICE IN ELFRIDA, 0.8 KILOMETER (0.5 MILE) NORTH
 CF0223'OF THOMPSON ROAD, 15.6 (51 FEET) EAST OF THE CENTERLINE OF
 CF0223'THE HIGHWAY, 44.5 METERS (146 FEET) NORTH OF A POWER POLE,
 CF0223'44.5 METERS (146 FEET) SOUTH OF A POWER POLE, 10.0 METERS
 CF0223'(32.95 FEET) EAST OF MILEPOST 27, 0.3 METER (1 FOOT) WEST
 CF0223'OF THE RIGHT-OF-WAY FENCE.
 CF0223'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0223'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1227 ***********************************************************************
 DV1227  HT_MOD      -  This is a Height Modernization Survey Station.
 DV1227  DESIGNATION -  B 422
 DV1227  PID         -  DV1227
 DV1227  STATE/COUNTY-  AZ/PINAL
 DV1227  USGS QUAD   -  MARICOPA (1978)
 DV1227
 DV1227                         *CURRENT SURVEY CONTROL
 DV1227  ___________________________________________________________________
 DV1227* NAD 83(2007)-  33 03 18.64687(N)    112 02 48.27455(W)     ADJUSTED  
 DV1227* NAVD 88     -       357.68   (meters)    1173.5    (feet)  GPS OBS   
 DV1227  ___________________________________________________________________
 DV1227  EPOCH DATE  -        2007.00
 DV1227  X           -  -2,008,722.011 (meters)                     COMP
 DV1227  Y           -  -4,960,107.138 (meters)                     COMP
 DV1227  Z           -   3,459,267.929 (meters)                     COMP
 DV1227  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DV1227  ELLIP HEIGHT-         327.220 (meters)          (02/10/07) ADJUSTED
 DV1227  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV1227
 DV1227  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1227  Type    PID    Designation                      North   East  Ellip
 DV1227  -------------------------------------------------------------------
 DV1227  NETWORK DV1227 B 422                             0.43   0.37   0.98
 DV1227  -------------------------------------------------------------------
 DV1227  OBS GRAVITY -     979,416.0   (mgal)                       GRAV_OBS
 DV1227
 DV1227
 DV1227.The horizontal coordinates were established by GPS observations
 DV1227.and adjusted by the National Geodetic Survey in February 2007.
 DV1227
 DV1227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1227.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1227.The horizontal coordinates are valid at the epoch date displayed above.
 DV1227.The epoch date for horizontal control is a decimal equivalence
 DV1227.of Year/Month/Day.
 DV1227
 DV1227.The orthometric height was determined by GPS observations and a
 DV1227.high-resolution geoid model.
 DV1227.The orthometric height was determined by GPS observations and a
 DV1227.high-resolution geoid model using precise GPS observation and
 DV1227.processing techniques. It supersedes the leveled height previously
 DV1227.determined for this station.
 DV1227
 DV1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1227
 DV1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1227
 DV1227.The ellipsoidal height was determined by GPS observations
 DV1227.and is referenced to NAD 83.
 DV1227
 DV1227.The geoid height was determined by GEOID03.
 DV1227.The observed gravity was obtained from relative gravimeter ties
 DV1227.to the IGSN71 gravity network.
 DV1227
 DV1227;                    North         East     Units Scale Factor Converg.
 DV1227;SPC AZ C     -   227,878.152   201,212.738   MT  0.99990182   -0 04 15.4
 DV1227;SPC AZ C     -   747,631.73    660,146.78   iFT  0.99990182   -0 04 15.4
 DV1227;UTM  12      - 3,657,891.129   402,276.330   MT  0.99971775   -0 34 15.6
 DV1227
 DV1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1227!SPC AZ C     -   0.99994863  x   0.99990182  =   0.99985045
 DV1227!UTM  12      -   0.99994863  x   0.99971775  =   0.99966639
 DV1227
 DV1227                          SUPERSEDED SURVEY CONTROL
 DV1227
 DV1227  NAD 83(1992)-  33 03 18.64594(N)    112 02 48.27381(W) AD(       ) A
 DV1227  ELLIP H (09/30/99)  327.265  (m)                       GP(       ) 3 1
 DV1227  NAVD 88 (06/15/91)  357.765  (m)         1173.77   (f) ADJUSTED    1 2
 DV1227
 DV1227.Superseded values are not recommended for survey control.
 DV1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1227.See file dsdata.txt to determine how the superseded data were derived.
 DV1227
 DV1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0227657891(NAD 83)
 DV1227_MARKER: I = METAL ROD
 DV1227_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1227_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1227_STAMPING: B 422 1980
 DV1227_MARK LOGO: NGS   
 DV1227_PROJECTION: FLUSH
 DV1227_MAGNETIC: I = MARKER IS A STEEL ROD
 DV1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1227+STABILITY: POSITION/ELEVATION WELL
 DV1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1227+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2008
 DV1227_ROD/PIPE-DEPTH: 15.2 meters
 DV1227_SLEEVE-DEPTH  :  8.5 meters
 DV1227
 DV1227  HISTORY     - Date     Condition        Report By
 DV1227  HISTORY     - 1980     MONUMENTED       NGS
 DV1227  HISTORY     - 19990201 GOOD             AZ-013
 DV1227  HISTORY     - 20000401 GOOD             MCDOT
 DV1227  HISTORY     - 20050329 GOOD             EVANS
 DV1227  HISTORY     - 20060921 GOOD             GEOCAC
 DV1227  HISTORY     - 20080107 GOOD             INDIV
 DV1227
 DV1227                          STATION DESCRIPTION
 DV1227
 DV1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1227'IN MARICOPA.
 DV1227'0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DV1227'FROM THE MARICOPA RAILROAD CROSSING, IN LINE WITH A ROW OF TELEGRAPH
 DV1227'POLES, 18.2 METERS (60 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 33.4
 DV1227'METERS (109 FEET) NORTHWEST OF A TELEGRAPH POLE, 24 METERS (79 FEET)
 DV1227'SOUTHEAST OF A TELEGRAPH POLE AND 11.5 METERS (38 FEET) NORTHEAST OF
 DV1227'A CYCLONE FENCE. THE MARK IS SET BETWEEN TWO METAL WITNESS POSTS.
 DV1227'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DV1227'THE MARK IS 0.9 M BELOW TRACKS.
 DV1227
 DV1227                          STATION RECOVERY (1999)
 DV1227
 DV1227'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1999 (BD)
 DV1227'RECOVERED AS DESCRIBED.
 DV1227
 DV1227                          STATION RECOVERY (2000)
 DV1227
 DV1227'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1227'RECOVERED AS DESCRIBED.
 DV1227
 DV1227                          STATION RECOVERY (2005)
 DV1227
 DV1227'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV1227'RECOVERED AS DESCRIBED
 DV1227
 DV1227                          STATION RECOVERY (2006)
 DV1227
 DV1227'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1227'RECOVERED IN GOOD CONDITION.
 DV1227
 DV1227                          STATION RECOVERY (2008)
 DV1227
 DV1227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ABM)
 DV1227'RECOVERED BY DIBBLE ENGINEERING IN GOOD CONDITION (ABM)
 DV1227'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0879 ***********************************************************************
 CG0879  DESIGNATION -  B 423
 CG0879  PID         -  CG0879
 CG0879  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0879  USGS QUAD   -  TUBAC (1981)
 CG0879
 CG0879                         *CURRENT SURVEY CONTROL
 CG0879  ___________________________________________________________________
 CG0879* NAD 83(1986)-  31 31 40.     (N)    111 01 27.     (W)     SCALED    
 CG0879* NAVD 88     -      1022.151  (meters)    3353.51   (feet)  ADJUSTED  
 CG0879  ___________________________________________________________________
 CG0879  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0879  DYNAMIC HT  -        1020.600 (meters)    3348.42  (feet)  COMP
 CG0879  MODELED GRAV-     979,088.5   (mgal)                       NAVD 88
 CG0879
 CG0879  VERT ORDER  -  FIRST     CLASS II
 CG0879
 CG0879.The horizontal coordinates were scaled from a topographic map and have
 CG0879.an estimated accuracy of +/- 6 seconds.
 CG0879
 CG0879.The orthometric height was determined by differential leveling
 CG0879.and adjusted in June 1991.
 CG0879
 CG0879.The geoid height was determined by GEOID03.
 CG0879
 CG0879.The dynamic height is computed by dividing the NAVD 88
 CG0879.geopotential number by the normal gravity value computed on the
 CG0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0879.degrees latitude (g = 980.6199 gals.).
 CG0879
 CG0879.The modeled gravity was interpolated from observed gravity values.
 CG0879
 CG0879;                    North         East    Units  Estimated Accuracy
 CG0879;SPC AZ C     -    58,860.      298,120.      MT  (+/- 180 meters Scaled)
 CG0879
 CG0879                          SUPERSEDED SURVEY CONTROL
 CG0879
 CG0879.No superseded survey control is available for this station.
 CG0879
 CG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV977880(NAD 83)
 CG0879_MARKER: DB = BENCH MARK DISK
 CG0879_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0879_SP_SET: OVERPASS PIER
 CG0879_STAMPING: B 423 1980
 CG0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0879
 CG0879  HISTORY     - Date     Condition        Report By
 CG0879  HISTORY     - 1980     MONUMENTED       NGS
 CG0879  HISTORY     - 19981006 GOOD             USPSQD
 CG0879
 CG0879                          STATION DESCRIPTION
 CG0879
 CG0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0879'5.3 KM SE FROM TUMACACORI.
 CG0879'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG INTERSTATE HIGHWAY 19 FROM THE
 CG0879'OLD MISSION AT TUMACACORI, AT PALO PARADO OVERPASS, SET VERTICALLY IN
 CG0879'THE NORTHEAST FACE OF THE SOUTHEASTERN OF TWO PIERS BETWEEN THE
 CG0879'TRAFFIC LANES, 1.4 METERS (4.5 FEET) ABOVE THE GROUND.
 CG0879'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 CG0879
 CG0879                          STATION RECOVERY (1998)
 CG0879
 CG0879'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1431 ***********************************************************************
 CZ1431  DESIGNATION -  B 424
 CZ1431  PID         -  CZ1431
 CZ1431  STATE/COUNTY-  AZ/PIMA
 CZ1431  USGS QUAD   -  MARANA (1992)
 CZ1431
 CZ1431                         *CURRENT SURVEY CONTROL
 CZ1431  ___________________________________________________________________
 CZ1431* NAD 83(1986)-  32 23 59.     (N)    111 08 31.     (W)     SCALED    
 CZ1431* NAVD 88     -       631.955  (meters)    2073.34   (feet)  ADJUSTED  
 CZ1431  ___________________________________________________________________
 CZ1431  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1431  DYNAMIC HT  -         631.117 (meters)    2070.59  (feet)  COMP
 CZ1431  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 CZ1431
 CZ1431  VERT ORDER  -  FIRST     CLASS II
 CZ1431
 CZ1431.The horizontal coordinates were scaled from a topographic map and have
 CZ1431.an estimated accuracy of +/- 6 seconds.
 CZ1431
 CZ1431.The orthometric height was determined by differential leveling
 CZ1431.and adjusted in June 1991.
 CZ1431
 CZ1431.The geoid height was determined by GEOID03.
 CZ1431
 CZ1431.The dynamic height is computed by dividing the NAVD 88
 CZ1431.geopotential number by the normal gravity value computed on the
 CZ1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1431.degrees latitude (g = 980.6199 gals.).
 CZ1431
 CZ1431.The modeled gravity was interpolated from observed gravity values.
 CZ1431
 CZ1431;                    North         East    Units  Estimated Accuracy
 CZ1431;SPC AZ C     -   155,450.      286,240.      MT  (+/- 180 meters Scaled)
 CZ1431
 CZ1431                          SUPERSEDED SURVEY CONTROL
 CZ1431
 CZ1431.No superseded survey control is available for this station.
 CZ1431
 CZ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA866847(NAD 83)
 CZ1431_MARKER: DB = BENCH MARK DISK
 CZ1431_SETTING: 80 = SET IN A BOULDER
 CZ1431_SP_SET: BOULDER
 CZ1431_STAMPING: B 424 1980
 CZ1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1431+STABILITY: SURFACE MOTION
 CZ1431
 CZ1431  HISTORY     - Date     Condition        Report By
 CZ1431  HISTORY     - 1980     MONUMENTED       NGS
 CZ1431
 CZ1431                          STATION DESCRIPTION
 CZ1431
 CZ1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1431'27.7 KM NW FROM TUCSON.
 CZ1431'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1431'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.8 KILOMETERS (1.1
 CZ1431'MILES) WEST ALONG AVRA VALLEY ROAD, THENCE 0.6 KILOMETER (0.4 MILE)
 CZ1431'SOUTHEAST ALONG A PRIVATE HAUL ROAD, SET IN TOP OF A SMALL ROCK
 CZ1431'LEDGE ON THE NORTH SIDE OF THE MOUNTAIN AT A SHARP CURVE IN THE
 CZ1431'ROAD AND AT THE SOUTHEAST END OF THE CUT BANK FOR THE ROAD, 9.7 METERS
 CZ1431'(31.8 FEET) SOUTH OF THE CENTERLINE OF THE ROAD AND 6.9 METERS
 CZ1431'(22.6 FEET) NORTH OF AND 4 METERS BELOW THE EAST BOTTOM ANCHOR IN THE
 CZ1431'NORTH FACE OF THE LAVA ROCK.
 CZ1431'THE MARK IS 2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0424 ***********************************************************************
 DT0424  DESIGNATION -  B 43
 DT0424  PID         -  DT0424
 DT0424  STATE/COUNTY-  AZ/NAVAJO
 DT0424  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0424
 DT0424                         *CURRENT SURVEY CONTROL
 DT0424  ___________________________________________________________________
 DT0424* NAD 83(1986)-  33 58 26.     (N)    109 55 11.     (W)     SCALED    
 DT0424* NAVD 88     -      1820.841  (meters)    5973.88   (feet)  ADJUSTED  
 DT0424  ___________________________________________________________________
 DT0424  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 DT0424  DYNAMIC HT  -        1818.129 (meters)    5964.98  (feet)  COMP
 DT0424  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 DT0424
 DT0424  VERT ORDER  -  FIRST     CLASS II
 DT0424
 DT0424.The horizontal coordinates were scaled from a topographic map and have
 DT0424.an estimated accuracy of +/- 6 seconds.
 DT0424
 DT0424.The orthometric height was determined by differential leveling
 DT0424.and adjusted in June 1991.
 DT0424
 DT0424.The geoid height was determined by GEOID03.
 DT0424
 DT0424.The dynamic height is computed by dividing the NAVD 88
 DT0424.geopotential number by the normal gravity value computed on the
 DT0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0424.degrees latitude (g = 980.6199 gals.).
 DT0424
 DT0424.The modeled gravity was interpolated from observed gravity values.
 DT0424
 DT0424;                    North         East    Units  Estimated Accuracy
 DT0424;SPC AZ E     -   329,790.      236,180.      MT  (+/- 180 meters Scaled)
 DT0424
 DT0424                          SUPERSEDED SURVEY CONTROL
 DT0424
 DT0424  NGVD 29 (??/??/92) 1820.019  (m)         5971.18   (f) ADJ UNCH    1 2
 DT0424
 DT0424.Superseded values are not recommended for survey control.
 DT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0424.See file dsdata.txt to determine how the superseded data were derived.
 DT0424
 DT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC997597(NAD 83)
 DT0424_MARKER: DB = BENCH MARK DISK
 DT0424_SETTING: 80 = SET IN A BOULDER
 DT0424_SP_SET: BOULDER
 DT0424_STAMPING: B 43 1934
 DT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0424+STABILITY: SURFACE MOTION
 DT0424
 DT0424  HISTORY     - Date     Condition        Report By
 DT0424  HISTORY     - 1934     MONUMENTED       CGS
 DT0424  HISTORY     - 1979     GOOD             NGS
 DT0424
 DT0424                          STATION DESCRIPTION
 DT0424
 DT0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0424'9.9 MI N FROM WHITERIVER.
 DT0424'9.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0424'33 FEET EAST OF THE PARAPET WALL OF A BRIDGE, 47 FEET EAST OF THE
 DT0424'CENTERLINE OF THE HIGHWAY, 40 FEET SOUTH OF A POLE, 30 FEET NORTH OF
 DT0424'THE EDGE OF A WASH, AND IN THE TOP OF A LARGE BOULDER. A STANDARD
 DT0424'DISK, STAMPED B 43 1934.
 DT0424
 DT0424                          STATION RECOVERY (1979)
 DT0424
 DT0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0424'DELETE=40 FEET SOUTH OF A POLE.  ADD=159 FEET SOUTH OF UTILITY POLE
 DT0424'NUMBER 6.
 DT0424'THE MARK IS 1.1 FT  SW FROM A WITNESS POST.
 DT0424'THE MARK IS 8 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1803 ***********************************************************************
 DV1803  DESIGNATION -  B 43 A
 DV1803  PID         -  DV1803
 DV1803  STATE/COUNTY-  AZ/MARICOPA
 DV1803  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1803
 DV1803                         *CURRENT SURVEY CONTROL
 DV1803  ___________________________________________________________________
 DV1803* NAD 83(1986)-  33 40 08.     (N)    112 09 08.     (W)     SCALED    
 DV1803* NAVD 88     -       406.808  (meters)    1334.67   (feet)  ADJUSTED  
 DV1803  ___________________________________________________________________
 DV1803  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DV1803  DYNAMIC HT  -         406.335 (meters)    1333.12  (feet)  COMP
 DV1803  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 DV1803
 DV1803  VERT ORDER  -  SECOND    CLASS I
 DV1803
 DV1803.The horizontal coordinates were scaled from a topographic map and have
 DV1803.an estimated accuracy of +/- 6 seconds.
 DV1803
 DV1803.The orthometric height was determined by differential leveling
 DV1803.and adjusted in November 1993.
 DV1803
 DV1803.The geoid height was determined by GEOID03.
 DV1803
 DV1803.The dynamic height is computed by dividing the NAVD 88
 DV1803.geopotential number by the normal gravity value computed on the
 DV1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1803.degrees latitude (g = 980.6199 gals.).
 DV1803
 DV1803.The modeled gravity was interpolated from observed gravity values.
 DV1803
 DV1803;                    North         East    Units  Estimated Accuracy
 DV1803;SPC AZ C     -   295,960.      191,520.      MT  (+/- 180 meters Scaled)
 DV1803
 DV1803                          SUPERSEDED SURVEY CONTROL
 DV1803
 DV1803.No superseded survey control is available for this station.
 DV1803
 DV1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931260(NAD 83)
 DV1803_MARKER: I = METAL ROD
 DV1803_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV1803+WITH SETTING: INFORMATION.
 DV1803_SP_SET: 1/2-INCH REBAR
 DV1803_MARK LOGO: AZDT  
 DV1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1803
 DV1803  HISTORY     - Date     Condition        Report By
 DV1803  HISTORY     - 1984     MONUMENTED       AZDT
 DV1803
 DV1803                          STATION DESCRIPTION
 DV1803
 DV1803'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1803'IN PHOENIX.
 DV1803'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1803'TRAVEL WEST ALONG BEARDSLY ROAD FOR 3.62 KM (2.25 MI) TO 43RD AVENUE
 DV1803'AND THE MARK ON THE LEFT, 13.17 METERS (43.2 FT) SOUTH OF THE
 DV1803'CENTERLINE OF BEARDSLY ROAD, 5.79 METERS (19.0 FT) SOUTHWEST OF A STOP
 DV1803'SIGN, 27.8 METERS (91.2 FT) SOUTHEAST OF POWER POLE ON NORTH
 DV1803'RIGHT-OF-WAY, AND A 1/2-INCH REBAR IN ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1470 ***********************************************************************
 CZ1470  DESIGNATION -  B 430
 CZ1470  PID         -  CZ1470
 CZ1470  STATE/COUNTY-  AZ/PIMA
 CZ1470  USGS QUAD   -  TUCSON (1992)
 CZ1470
 CZ1470                         *CURRENT SURVEY CONTROL
 CZ1470  ___________________________________________________________________
 CZ1470* NAD 83(1986)-  32 12 03.     (N)    110 55 53.     (W)     SCALED    
 CZ1470* NAVD 88     -       757.595  (meters)    2485.54   (feet)  ADJUSTED  
 CZ1470  ___________________________________________________________________
 CZ1470  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CZ1470  DYNAMIC HT  -         756.547 (meters)    2482.10  (feet)  COMP
 CZ1470  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 CZ1470
 CZ1470  VERT ORDER  -  FIRST     CLASS II
 CZ1470
 CZ1470.The horizontal coordinates were scaled from a topographic map and have
 CZ1470.an estimated accuracy of +/- 6 seconds.
 CZ1470
 CZ1470.The orthometric height was determined by differential leveling
 CZ1470.and adjusted in June 1991.
 CZ1470
 CZ1470.The geoid height was determined by GEOID03.
 CZ1470
 CZ1470.The dynamic height is computed by dividing the NAVD 88
 CZ1470.geopotential number by the normal gravity value computed on the
 CZ1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1470.degrees latitude (g = 980.6199 gals.).
 CZ1470
 CZ1470.The modeled gravity was interpolated from observed gravity values.
 CZ1470
 CZ1470;                    North         East    Units  Estimated Accuracy
 CZ1470;SPC AZ C     -   133,560.      306,250.      MT  (+/- 180 meters Scaled)
 CZ1470
 CZ1470                          SUPERSEDED SURVEY CONTROL
 CZ1470
 CZ1470.No superseded survey control is available for this station.
 CZ1470
 CZ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA064626(NAD 83)
 CZ1470_MARKER: I = METAL ROD
 CZ1470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1470_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1470_STAMPING: B 430 1979
 CZ1470_PROJECTION: RECESSED 5 CENTIMETERS
 CZ1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1470+STABILITY: POSITION/ELEVATION WELL
 CZ1470_ROD/PIPE-DEPTH: 10.7 meters
 CZ1470_SLEEVE-DEPTH  : 8.53 meters
 CZ1470
 CZ1470  HISTORY     - Date     Condition        Report By
 CZ1470  HISTORY     - 1979     MONUMENTED       NGS
 CZ1470  HISTORY     - 20061223 MARK NOT FOUND   GEOCAC
 CZ1470
 CZ1470                          STATION DESCRIPTION
 CZ1470
 CZ1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1470'2.7 MI SE FROM TUCSON.
 CZ1470'2.75 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1470'RAILROAD STATION IN TUCSON, SET IN THE SOUTHEAST END OF A CITY PARK
 CZ1470'AT THE JUNCTION OF BRISTOL AVENUE AND AVIATION HIGHWAY, 114.6 FEET
 CZ1470'NORTHWEST OF THE CENTERLINE OF BRISTOL AVENUE, 55.7 FEET NORTHEAST OF
 CZ1470'THE CENTERLINE OF THE HIGHWAY, 33.8 FEET SOUTHWEST OF LAMP POLE 3
 CZ1470'(A CONCRETE LAMP POLE), 11.8 FEET WEST OF A 6-INCH TREE AND 7.5 FEET
 CZ1470'SOUTH OF THE SOUTHEAST END OF A CYCLONE FENCE.
 CZ1470'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CZ1470
 CZ1470                          STATION RECOVERY (2006)
 CZ1470
 CZ1470'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1470'DESCRIPTION DOES NOT MATCH THE SURROUNDING AREA. THERE IS NO CYCLONE
 CZ1470'FENCE IN THE DIRECTIONAL RELATIONS THAT WOULD BE WHERE THE LAMP POLE
 CZ1470'IS.
 CZ1470' 
 CZ1470' THE BUILDING OF AVIATION BIKEWAY MAY HAVE ALSO PLAYED A PART IN THE
 CZ1470'ALTERING OF THE LANDSCAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1154 ***********************************************************************
 DU1154  DESIGNATION -  B 431
 DU1154  PID         -  DU1154
 DU1154  STATE/COUNTY-  AZ/GILA
 DU1154  USGS QUAD   -  CUTTER (1979)
 DU1154
 DU1154                         *CURRENT SURVEY CONTROL
 DU1154  ___________________________________________________________________
 DU1154* NAD 83(1986)-  33 21 15.     (N)    110 39 57.     (W)     SCALED    
 DU1154* NAVD 88     -       977.331  (meters)    3206.46   (feet)  ADJUSTED  
 DU1154  ___________________________________________________________________
 DU1154  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DU1154  DYNAMIC HT  -         976.012 (meters)    3202.13  (feet)  COMP
 DU1154  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 DU1154
 DU1154  VERT ORDER  -  FIRST     CLASS II
 DU1154
 DU1154.The horizontal coordinates were scaled from a topographic map and have
 DU1154.an estimated accuracy of +/- 6 seconds.
 DU1154
 DU1154.The orthometric height was determined by differential leveling
 DU1154.and adjusted in June 1991.
 DU1154
 DU1154.The geoid height was determined by GEOID03.
 DU1154
 DU1154.The dynamic height is computed by dividing the NAVD 88
 DU1154.geopotential number by the normal gravity value computed on the
 DU1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1154.degrees latitude (g = 980.6199 gals.).
 DU1154
 DU1154.The modeled gravity was interpolated from observed gravity values.
 DU1154
 DU1154;                    North         East    Units  Estimated Accuracy
 DU1154;SPC AZ E     -   261,140.      166,900.      MT  (+/- 180 meters Scaled)
 DU1154
 DU1154                          SUPERSEDED SURVEY CONTROL
 DU1154
 DU1154.No superseded survey control is available for this station.
 DU1154
 DU1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB310906(NAD 83)
 DU1154_MARKER: I = METAL ROD
 DU1154_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1154_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1154_STAMPING: B 431 1979
 DU1154_PROJECTION: FLUSH
 DU1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1154+STABILITY: POSITION/ELEVATION WELL
 DU1154_ROD/PIPE-DEPTH: 10.6 meters
 DU1154_SLEEVE-DEPTH  : 7.5 meters
 DU1154
 DU1154  HISTORY     - Date     Condition        Report By
 DU1154  HISTORY     - 1979     MONUMENTED       NGS
 DU1154  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1154
 DU1154                          STATION DESCRIPTION
 DU1154
 DU1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1154'10.9 KM SE FROM GLOBE.
 DU1154'10.9 KILOMETERS (6.8 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1154'NEW COUNTY COURTHOUSE IN GLOBE, SET ON THE PROPERTY OF THE GLOBE
 DU1154'MUNICIPAL AIRPORT, AT THE WIND SOCK, 0.1 KILOMETER (0.05 MILE) WEST
 DU1154'OF THE AIRPORT BUILDINGS, 69.6 METERS (229 FEET) SOUTH OF THE SOUTH
 DU1154'RIGHT-OF-WAY FENCE AND 2.1 METERS (7 FEET) NORTHEAST OF THE WIND
 DU1154'SOCK.
 DU1154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1154
 DU1154                          STATION RECOVERY (2008)
 DU1154
 DU1154'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1154'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1154'MARK. A NEW MARK (A DISKLESS STAINLESS-STEEL ROD) HAS BEEN SET ABOUT
 DU1154'TWENTY FEET TO THE SOUTHEAST OF THE WINDSOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0875 ***********************************************************************
 CG0875  DESIGNATION -  B 432
 CG0875  PID         -  CG0875
 CG0875  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0875  USGS QUAD   -  TUBAC (1981)
 CG0875
 CG0875                         *CURRENT SURVEY CONTROL
 CG0875  ___________________________________________________________________
 CG0875* NAD 83(1986)-  31 34 04.     (N)    111 03 04.     (W)     SCALED    
 CG0875* NAVD 88     -       997.196  (meters)    3271.63   (feet)  ADJUSTED  
 CG0875  ___________________________________________________________________
 CG0875  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0875  DYNAMIC HT  -         995.692 (meters)    3266.70  (feet)  COMP
 CG0875  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 CG0875
 CG0875  VERT ORDER  -  FIRST     CLASS II
 CG0875
 CG0875.The horizontal coordinates were scaled from a topographic map and have
 CG0875.an estimated accuracy of +/- 6 seconds.
 CG0875
 CG0875.The orthometric height was determined by differential leveling
 CG0875.and adjusted in June 1991.
 CG0875
 CG0875.The geoid height was determined by GEOID03.
 CG0875
 CG0875.The dynamic height is computed by dividing the NAVD 88
 CG0875.geopotential number by the normal gravity value computed on the
 CG0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0875.degrees latitude (g = 980.6199 gals.).
 CG0875
 CG0875.The modeled gravity was interpolated from observed gravity values.
 CG0875
 CG0875;                    North         East    Units  Estimated Accuracy
 CG0875;SPC AZ C     -    63,270.      295,520.      MT  (+/- 180 meters Scaled)
 CG0875
 CG0875                          SUPERSEDED SURVEY CONTROL
 CG0875
 CG0875.No superseded survey control is available for this station.
 CG0875
 CG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV951925(NAD 83)
 CG0875_MARKER: I = METAL ROD
 CG0875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0875_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0875_STAMPING: B 432 1980
 CG0875_PROJECTION: FLUSH
 CG0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0875+STABILITY: POSITION/ELEVATION WELL
 CG0875_ROD/PIPE-DEPTH: 9.1  meters
 CG0875_SLEEVE-DEPTH  : 8.5 meters
 CG0875
 CG0875  HISTORY     - Date     Condition        Report By
 CG0875  HISTORY     - 1980     MONUMENTED       NGS
 CG0875  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0875  HISTORY     - 20080209 MARK NOT FOUND   GEOCAC
 CG0875
 CG0875                          STATION DESCRIPTION
 CG0875
 CG0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0875'IN TUMACACORI.
 CG0875'IN TUMACACORI, 0.3 KILOMETER (0.2 MILE) SOUTH OF THE POST OFFICE, AT
 CG0875'THE SOUTH END OF THE ADOBE WALL DIVIDING THE OLD HIGHWAY FROM THE
 CG0875'PARKING AREA AT TUMACACORI NATIONAL MONUMENT (OLD MISSION), 8.8
 CG0875'METERS (29 FEET) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 33.4
 CG0875'METERS (111 FEET) WEST OF THE MAIN ENTRANCE, 17.2 METERS (56 FEET)
 CG0875'NORTH OF THE SOUTH END OF AN ISLAND, 6.6 METERS (21.5 FEET) WEST OF
 CG0875'THE WEST CURB OF THE PARKING AREA AND 1.2 METERS (4 FEET) WEST-
 CG0875'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH END WALL.
 CG0875'THE MARK IS ABOVE LEVEL WITH THE HIGHHWAY.
 CG0875
 CG0875                          STATION RECOVERY (1998)
 CG0875
 CG0875'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0875'MARK NOT FOUND.
 CG0875
 CG0875                          STATION RECOVERY (2008)
 CG0875
 CG0875'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 CG0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0681 ***********************************************************************
 CY0681  DESIGNATION -  B 436
 CY0681  PID         -  CY0681
 CY0681  STATE/COUNTY-  AZ/COCHISE
 CY0681  USGS QUAD   -  MONK DRAW (1979)
 CY0681
 CY0681                         *CURRENT SURVEY CONTROL
 CY0681  ___________________________________________________________________
 CY0681* NAD 83(1986)-  32 22 49.     (N)    109 39 06.     (W)     SCALED    
 CY0681* NAVD 88     -      1280.945  (meters)    4202.57   (feet)  ADJUSTED  
 CY0681  ___________________________________________________________________
 CY0681  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0681  DYNAMIC HT  -        1279.044 (meters)    4196.33  (feet)  COMP
 CY0681  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 CY0681
 CY0681  VERT ORDER  -  FIRST     CLASS II
 CY0681
 CY0681.The horizontal coordinates were scaled from a topographic map and have
 CY0681.an estimated accuracy of +/- 6 seconds.
 CY0681
 CY0681.The orthometric height was determined by differential leveling
 CY0681.and adjusted in June 1991.
 CY0681
 CY0681.The geoid height was determined by GEOID03.
 CY0681
 CY0681.The dynamic height is computed by dividing the NAVD 88
 CY0681.geopotential number by the normal gravity value computed on the
 CY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0681.degrees latitude (g = 980.6199 gals.).
 CY0681
 CY0681.The modeled gravity was interpolated from observed gravity values.
 CY0681
 CY0681;                    North         East    Units  Estimated Accuracy
 CY0681;SPC AZ E     -   153,150.      261,820.      MT  (+/- 180 meters Scaled)
 CY0681
 CY0681                          SUPERSEDED SURVEY CONTROL
 CY0681
 CY0681.No superseded survey control is available for this station.
 CY0681
 CY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA268833(NAD 83)
 CY0681_MARKER: DB = BENCH MARK DISK
 CY0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0681_SP_SET: STAINLESS STEEL ROD
 CY0681_STAMPING: B 436 1979
 CY0681_PROJECTION: FLUSH
 CY0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0681+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0681_ROD/PIPE-DEPTH: 4.57 meters
 CY0681
 CY0681  HISTORY     - Date     Condition        Report By
 CY0681  HISTORY     - 1979     MONUMENTED       NGS
 CY0681  HISTORY     - 20081010 GOOD             GEOCAC
 CY0681
 CY0681                          STATION DESCRIPTION
 CY0681
 CY0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0681'32.0 MI SOUTH FROM SAFFORD.
 CY0681'30.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0681'HIGHWAY 70 IN SAFFORD, THENCE 1.1 MILES SOUTHEAST ALONG THE SOUTHEAST
 CY0681'FORK OF HIGHWAY 666 LEADING TO INTERSTATE HIGHWAY 10 EAST, 99 FEET
 CY0681'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 91 FEET SOUTHWEST OF
 CY0681'MILE POST 89 ON THE SOUTHWEST SIDE OF THE HIGHWAY AND 1.5 FEET
 CY0681'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0681'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CY0681'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 CY0681
 CY0681                          STATION RECOVERY (2008)
 CY0681
 CY0681'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0681'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0681'22.893' W109  39.061'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0720 ***********************************************************************
 CY0720  DESIGNATION -  B 437
 CY0720  PID         -  CY0720
 CY0720  STATE/COUNTY-  AZ/GRAHAM
 CY0720  USGS QUAD   -  SAFFORD (1985)
 CY0720
 CY0720                         *CURRENT SURVEY CONTROL
 CY0720  ___________________________________________________________________
 CY0720* NAD 83(1986)-  32 47 24.     (N)    109 42 28.     (W)     SCALED    
 CY0720* NAVD 88     -       929.682  (meters)    3050.13   (feet)  ADJUSTED  
 CY0720  ___________________________________________________________________
 CY0720  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0720  DYNAMIC HT  -         928.371 (meters)    3045.83  (feet)  COMP
 CY0720  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 CY0720
 CY0720  VERT ORDER  -  FIRST     CLASS II
 CY0720
 CY0720.The horizontal coordinates were scaled from a topographic map and have
 CY0720.an estimated accuracy of +/- 6 seconds.
 CY0720
 CY0720.The orthometric height was determined by differential leveling
 CY0720.and adjusted in June 1991.
 CY0720
 CY0720.The geoid height was determined by GEOID03.
 CY0720
 CY0720.The dynamic height is computed by dividing the NAVD 88
 CY0720.geopotential number by the normal gravity value computed on the
 CY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0720.degrees latitude (g = 980.6199 gals.).
 CY0720
 CY0720.The modeled gravity was interpolated from observed gravity values.
 CY0720
 CY0720;                    North         East    Units  Estimated Accuracy
 CY0720;SPC AZ E     -   198,560.      256,340.      MT  (+/- 180 meters Scaled)
 CY0720
 CY0720                          SUPERSEDED SURVEY CONTROL
 CY0720
 CY0720.No superseded survey control is available for this station.
 CY0720
 CY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB210287(NAD 83)
 CY0720_MARKER: DB = BENCH MARK DISK
 CY0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0720_SP_SET: STAINLESS STEEL ROD
 CY0720_STAMPING: B 437 1979
 CY0720_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0720_ROD/PIPE-DEPTH: 2.13 meters
 CY0720
 CY0720  HISTORY     - Date     Condition        Report By
 CY0720  HISTORY     - 1979     MONUMENTED       NGS
 CY0720  HISTORY     - 20061117 GOOD             INDIV
 CY0720  HISTORY     - 20081010 GOOD             GEOCAC
 CY0720
 CY0720                          STATION DESCRIPTION
 CY0720
 CY0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0720'3.0 MI SOUTH FROM SAFFORD.
 CY0720'3.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0720'HIGHWAY 70 IN SAFFORD, 50.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CY0720'HIGHWAY, 245 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE TO GRAHAM
 CY0720'COUNTY FAIRGROUNDS, 116 FEET NORTHEAST OF MILE POST 118 ON THE EAST
 CY0720'SIDE OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WEST SUPPORT POST FOR
 CY0720'A BILLBOARD.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0720'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0720'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0720
 CY0720                          STATION RECOVERY (2006)
 CY0720
 CY0720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJN)
 CY0720'MONUMENT FOUND IN GOOD CONDITION. DESCRIPTION TO MONUEMENT WAS FOUND
 CY0720'ADEQUATE WITH ONE MINOR CHANGE. HWY 666 IN NOW HWY 191.
 CY0720
 CY0720                          STATION RECOVERY (2008)
 CY0720
 CY0720'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0720'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0720'47.447' W109  42.487'. ABOUT SEVEN FEET SOUTH OF THE WATER METER BOX
 CY0720'FOR THE BUILDING TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1131 ***********************************************************************
 DU1131  DESIGNATION -  B 438
 DU1131  PID         -  DU1131
 DU1131  STATE/COUNTY-  AZ/GRAHAM
 DU1131  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1131
 DU1131                         *CURRENT SURVEY CONTROL
 DU1131  ___________________________________________________________________
 DU1131* NAD 83(2007)-  33 16 31.96844(N)    110 19 41.46426(W)     ADJUSTED  
 DU1131* NAVD 88     -       904.714  (meters)    2968.22   (feet)  ADJUSTED  
 DU1131  ___________________________________________________________________
 DU1131  EPOCH DATE  -        2007.00
 DU1131  X           -  -1,854,579.672 (meters)                     COMP
 DU1131  Y           -  -5,006,010.965 (meters)                     COMP
 DU1131  Z           -   3,480,029.841 (meters)                     COMP
 DU1131  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DU1131  ELLIP HEIGHT-         877.606 (meters)          (02/10/07) ADJUSTED
 DU1131  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU1131  DYNAMIC HT  -         903.493 (meters)    2964.21  (feet)  COMP
 DU1131
 DU1131  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1131  Type    PID    Designation                      North   East  Ellip
 DU1131  -------------------------------------------------------------------
 DU1131  NETWORK DU1131 B 438                             0.69   0.55   1.47
 DU1131  -------------------------------------------------------------------
 DU1131  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 DU1131
 DU1131  VERT ORDER  -  FIRST     CLASS II
 DU1131
 DU1131.The horizontal coordinates were established by GPS observations
 DU1131.and adjusted by the National Geodetic Survey in February 2007.
 DU1131
 DU1131.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1131.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1131.The horizontal coordinates are valid at the epoch date displayed above.
 DU1131.The epoch date for horizontal control is a decimal equivalence
 DU1131.of Year/Month/Day.
 DU1131
 DU1131.The orthometric height was determined by differential leveling
 DU1131.and adjusted in June 1991.
 DU1131
 DU1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1131
 DU1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1131
 DU1131.The ellipsoidal height was determined by GPS observations
 DU1131.and is referenced to NAD 83.
 DU1131
 DU1131.The geoid height was determined by GEOID03.
 DU1131
 DU1131.The dynamic height is computed by dividing the NAVD 88
 DU1131.geopotential number by the normal gravity value computed on the
 DU1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1131.degrees latitude (g = 980.6199 gals.).
 DU1131
 DU1131.The modeled gravity was interpolated from observed gravity values.
 DU1131
 DU1131;                    North         East     Units Scale Factor Converg.
 DU1131;SPC AZ E     -   252,320.165   198,314.228   MT  0.99990279   -0 05 19.0
 DU1131;SPC AZ E     -   827,822.06    650,637.23   iFT  0.99990279   -0 05 19.0
 DU1131;UTM  12      - 3,682,036.013   562,562.975   MT  0.99964826   +0 22 07.0
 DU1131
 DU1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1131!SPC AZ E     -   0.99986224  x   0.99990279  =   0.99976504
 DU1131!UTM  12      -   0.99986224  x   0.99964826  =   0.99951055
 DU1131
 DU1131                          SUPERSEDED SURVEY CONTROL
 DU1131
 DU1131  NAD 83(1992)-  33 16 31.96831(N)    110 19 41.46397(W) AD(       ) A
 DU1131  ELLIP H (03/01/04)  877.617  (m)                       GP(       ) 4 1
 DU1131  NAVD 88 (03/01/04)  904.71   (m)         2968.2    (f) LEVELING    3  
 DU1131
 DU1131.Superseded values are not recommended for survey control.
 DU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1131.See file dsdata.txt to determine how the superseded data were derived.
 DU1131
 DU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6256382036(NAD 83)
 DU1131_MARKER: DB = BENCH MARK DISK
 DU1131_SETTING: 66 = SET IN ROCK OUTCROP
 DU1131_SP_SET: ROCK OUTCROP
 DU1131_STAMPING: B 438 1979
 DU1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1131+STABILITY: POSITION/ELEVATION WELL
 DU1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1131+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1131
 DU1131  HISTORY     - Date     Condition        Report By
 DU1131  HISTORY     - 1979     MONUMENTED       NGS
 DU1131  HISTORY     - 20030407 GOOD             AZ-007
 DU1131  HISTORY     - 20030813 GOOD             AZ-007
 DU1131  HISTORY     - 20081008 GOOD             GEOCAC
 DU1131
 DU1131                          STATION DESCRIPTION
 DU1131
 DU1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1131'27.7 KM NW FROM BYLAS.
 DU1131'27.7 KILOMETERS (17.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1131'THE POST OFFICE IN BYLAS, 8.7 METERS (28.5 FEET) NORTHEAST OF THE
 DU1131'CENTERLINE OF THE HIGHWAY, 32.7 METERS (107 FEET) SOUTHEAST ALONG
 DU1131'THE HIGHWAY FROM THE CENTERLINE OF A 1.2-METER DIAMETER STEEL CULVERT
 DU1131'UNDER THE HIGHWAY, 22 METERS (72 FEET) SOUTHWEST OF THE HIGHWAY
 DU1131'RIGHT-OF-WAY FENCE AND 15.7 METERS (51.5 FEET) SOUTHEAST OF HIGHWAY
 DU1131'MILE POST 279 ON THE NORTHEAST SIDE OF THE HIGHWAY.
 DU1131'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1131'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1131
 DU1131                          STATION RECOVERY (2003)
 DU1131
 DU1131'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1131'MARK RECOVERED IN GOOD CONDITION
 DU1131
 DU1131                          STATION RECOVERY (2003)
 DU1131
 DU1131'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU1131'NEW STATION DESCRIPTION  (2003)
 DU1131' 
 DU1131'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU1131' 
 DU1131'BEGINNING AT THE INTERSECTION OF US-70 AND SR-170 NEAR PERIDOT, GO 7.5
 DU1131'MILES EAST ON US-70 TO MILEPOST 279.  STATION IS LOCATED 50 FEET EAST
 DU1131'OF MILEPOST SIGN ON THE NORTH SIDE OF THE HIGHWAY.
 DU1131' 
 DU1131'
 DU1131
 DU1131                          STATION RECOVERY (2008)
 DU1131
 DU1131'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0741 ***********************************************************************
 CY0741  DESIGNATION -  B 439
 CY0741  PID         -  CY0741
 CY0741  STATE/COUNTY-  AZ/GRAHAM
 CY0741  USGS QUAD   -  EDEN (1985)
 CY0741
 CY0741                         *CURRENT SURVEY CONTROL
 CY0741  ___________________________________________________________________
 CY0741* NAD 83(1986)-  32 57 58.     (N)    109 55 20.     (W)     SCALED    
 CY0741* NAVD 88     -       838.829  (meters)    2752.06   (feet)  ADJUSTED  
 CY0741  ___________________________________________________________________
 CY0741  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0741  DYNAMIC HT  -         837.669 (meters)    2748.25  (feet)  COMP
 CY0741  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 CY0741
 CY0741  VERT ORDER  -  FIRST     CLASS II
 CY0741
 CY0741.The horizontal coordinates were scaled from a topographic map and have
 CY0741.an estimated accuracy of +/- 6 seconds.
 CY0741
 CY0741.The orthometric height was determined by differential leveling
 CY0741.and adjusted in June 1991.
 CY0741
 CY0741.The geoid height was determined by GEOID03.
 CY0741
 CY0741.The dynamic height is computed by dividing the NAVD 88
 CY0741.geopotential number by the normal gravity value computed on the
 CY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0741.degrees latitude (g = 980.6199 gals.).
 CY0741
 CY0741.The modeled gravity was interpolated from observed gravity values.
 CY0741
 CY0741;                    North         East    Units  Estimated Accuracy
 CY0741;SPC AZ E     -   218,020.      236,210.      MT  (+/- 180 meters Scaled)
 CY0741
 CY0741                          SUPERSEDED SURVEY CONTROL
 CY0741
 CY0741.No superseded survey control is available for this station.
 CY0741
 CY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB007480(NAD 83)
 CY0741_MARKER: DB = BENCH MARK DISK
 CY0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0741_SP_SET: STAINLESS STEEL ROD
 CY0741_STAMPING: B 439 1979
 CY0741_PROJECTION: FLUSH
 CY0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0741_ROD/PIPE-DEPTH: 7.62 meters
 CY0741
 CY0741  HISTORY     - Date     Condition        Report By
 CY0741  HISTORY     - 1979     MONUMENTED       NGS
 CY0741  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 CY0741
 CY0741                          STATION DESCRIPTION
 CY0741
 CY0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0741'5.4 MI SE FROM FT THOMAS.
 CY0741'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0741'FT. THOMAS, IN LINE WITH A ROW OF POWER LINE POLES, 51 FEET NORTHEAST
 CY0741'OF THE CENTERLINE OF THE HIGHWAY, 49.5 FEET NORTH-NORTHEAST OF
 CY0741'HIGHWAY MILE POST 312, 4.5 FEET SOUTHEAST OF A POWER LINE POLE AND 1
 CY0741'FOOT SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 CY0741'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0741'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0741
 CY0741                          STATION RECOVERY (2008)
 CY0741
 CY0741'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0741'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CY0741'MARK. THE ENTIRE AREA BETWEEN THE PAVEMENT AND THE RIGHT-OF-WAY FENCE
 CY0741'HAS BEEN RECENTLY PLOWED UP. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0015 ***********************************************************************
 DU0015  DESIGNATION -  B 44
 DU0015  PID         -  DU0015
 DU0015  STATE/COUNTY-  AZ/GILA
 DU0015  USGS QUAD   -  FORKS BUTTE (1978)
 DU0015
 DU0015                         *CURRENT SURVEY CONTROL
 DU0015  ___________________________________________________________________
 DU0015* NAD 83(1986)-  33 41 27.     (N)    110 14 22.     (W)     SCALED    
 DU0015* NAVD 88     -      1662.817  (meters)    5455.43   (feet)  ADJUSTED  
 DU0015  ___________________________________________________________________
 DU0015  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 DU0015  DYNAMIC HT  -        1660.389 (meters)    5447.46  (feet)  COMP
 DU0015  MODELED GRAV-     979,117.7   (mgal)                       NAVD 88
 DU0015
 DU0015  VERT ORDER  -  FIRST     CLASS II
 DU0015
 DU0015.The horizontal coordinates were scaled from a topographic map and have
 DU0015.an estimated accuracy of +/- 6 seconds.
 DU0015
 DU0015.The orthometric height was determined by differential leveling
 DU0015.and adjusted in June 1991.
 DU0015
 DU0015.The geoid height was determined by GEOID03.
 DU0015
 DU0015.The dynamic height is computed by dividing the NAVD 88
 DU0015.geopotential number by the normal gravity value computed on the
 DU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0015.degrees latitude (g = 980.6199 gals.).
 DU0015
 DU0015.The modeled gravity was interpolated from observed gravity values.
 DU0015
 DU0015;                    North         East    Units  Estimated Accuracy
 DU0015;SPC AZ E     -   298,370.      206,610.      MT  (+/- 180 meters Scaled)
 DU0015
 DU0015                          SUPERSEDED SURVEY CONTROL
 DU0015
 DU0015  NGVD 29 (??/??/92) 1662.110  (m)         5453.11   (f) ADJ UNCH    1 2
 DU0015
 DU0015.Superseded values are not recommended for survey control.
 DU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0015.See file dsdata.txt to determine how the superseded data were derived.
 DU0015
 DU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC704281(NAD 83)
 DU0015_MARKER: DB = BENCH MARK DISK
 DU0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0015_STAMPING: B 44 1934
 DU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0015+STABILITY: SURFACE MOTION
 DU0015
 DU0015  HISTORY     - Date     Condition        Report By
 DU0015  HISTORY     - 1934     MONUMENTED       CGS
 DU0015
 DU0015                          STATION DESCRIPTION
 DU0015
 DU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0015'26.6 MI SW FROM WHITERIVER.
 DU0015'IN GILA COUNTY, 26.6 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0015'WHITERIVER, NAVAJO COUNTY, 3.5 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0015'BLACK RIVER, AT THE TOP OF A WINDING GRADE LEADING OUT OF THE BLACK
 DU0015'RIVER VALLEY, 75 FEET EAST OF A SIGN NARROW ROAD, AND 27 FEET
 DU0015'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DU0015'B 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0015 ***********************************************************************
 ES0015  DESIGNATION -  B 45
 ES0015  PID         -  ES0015
 ES0015  STATE/COUNTY-  AZ/NAVAJO
 ES0015  USGS QUAD   -  PORTER CANYON (1986)
 ES0015
 ES0015                         *CURRENT SURVEY CONTROL
 ES0015  ___________________________________________________________________
 ES0015* NAD 83(1986)-  34 49 58.     (N)    110 09 14.     (W)     SCALED    
 ES0015* NAVD 88     -      1628.790  (meters)    5343.79   (feet)  ADJUSTED  
 ES0015  ___________________________________________________________________
 ES0015  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0015  DYNAMIC HT  -        1626.532 (meters)    5336.38  (feet)  COMP
 ES0015  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 ES0015
 ES0015  VERT ORDER  -  FIRST     CLASS II
 ES0015
 ES0015.The horizontal coordinates were scaled from a topographic map and have
 ES0015.an estimated accuracy of +/- 6 seconds.
 ES0015
 ES0015.The orthometric height was determined by differential leveling
 ES0015.and adjusted in June 1991.
 ES0015
 ES0015.The geoid height was determined by GEOID03.
 ES0015
 ES0015.The dynamic height is computed by dividing the NAVD 88
 ES0015.geopotential number by the normal gravity value computed on the
 ES0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0015.degrees latitude (g = 980.6199 gals.).
 ES0015
 ES0015.The modeled gravity was interpolated from observed gravity values.
 ES0015
 ES0015;                    North         East    Units  Estimated Accuracy
 ES0015;SPC AZ E     -   425,030.      214,530.      MT  (+/- 180 meters Scaled)
 ES0015
 ES0015                          SUPERSEDED SURVEY CONTROL
 ES0015
 ES0015  NGVD 29 (??/??/92) 1627.955  (m)         5341.05   (f) ADJ UNCH    1 2
 ES0015
 ES0015.Superseded values are not recommended for survey control.
 ES0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0015.See file dsdata.txt to determine how the superseded data were derived.
 ES0015
 ES0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD773548(NAD 83)
 ES0015_MARKER: DB = BENCH MARK DISK
 ES0015_SETTING: 66 = SET IN ROCK OUTCROP
 ES0015_SP_SET: SANDSTONE OUTCROP
 ES0015_STAMPING: B -45 1934
 ES0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0015+STABILITY: POSITION/ELEVATION WELL
 ES0015
 ES0015  HISTORY     - Date     Condition        Report By
 ES0015  HISTORY     - 1934     MONUMENTED       CGS
 ES0015  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0015
 ES0015                          STATION DESCRIPTION
 ES0015
 ES0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0015'6.0 MI S FROM HOLBROOK.
 ES0015'6.0 MILES SOUTH OF ALONG APACHE RAILROAD, FROM POST OFFICE.  198 YARDS
 ES0015'SOUTH OF WOODEN BRIDGE NO. 5A.  109 FT. EAST OF CENTER LINE OF TRACK.
 ES0015'ACROSS TRACK FROM MILE POST NO. 6. SET IN TOP OF ROUNDED OUT CROP OF
 ES0015'WHITE SAND STONE.  ABOUT 10 INCHES ABOVE GROUND SURFACE.
 ES0015
 ES0015                          STATION RECOVERY (1983)
 ES0015
 ES0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0277 ***********************************************************************
 ER0277  DESIGNATION -  B 46
 ER0277  PID         -  ER0277
 ER0277  STATE/COUNTY-  AZ/NAVAJO
 ER0277  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0277
 ER0277                         *CURRENT SURVEY CONTROL
 ER0277  ___________________________________________________________________
 ER0277* NAD 83(1986)-  34 18 11.     (N)    109 56 57.     (W)     SCALED    
 ER0277* NAVD 88     -      1946.294  (meters)    6385.47   (feet)  ADJUSTED  
 ER0277  ___________________________________________________________________
 ER0277  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ER0277  DYNAMIC HT  -        1943.405 (meters)    6375.99  (feet)  COMP
 ER0277  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 ER0277
 ER0277  VERT ORDER  -  FIRST     CLASS II
 ER0277
 ER0277.The horizontal coordinates were scaled from a topographic map and have
 ER0277.an estimated accuracy of +/- 6 seconds.
 ER0277
 ER0277.The orthometric height was determined by differential leveling
 ER0277.and adjusted in June 1991.
 ER0277
 ER0277.The geoid height was determined by GEOID03.
 ER0277
 ER0277.The dynamic height is computed by dividing the NAVD 88
 ER0277.geopotential number by the normal gravity value computed on the
 ER0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0277.degrees latitude (g = 980.6199 gals.).
 ER0277
 ER0277.The modeled gravity was interpolated from observed gravity values.
 ER0277
 ER0277;                    North         East    Units  Estimated Accuracy
 ER0277;SPC AZ E     -   366,290.      233,380.      MT  (+/- 180 meters Scaled)
 ER0277
 ER0277                          SUPERSEDED SURVEY CONTROL
 ER0277
 ER0277  NGVD 29 (??/??/92) 1945.430  (m)         6382.63   (f) ADJ UNCH    1 2
 ER0277
 ER0277.Superseded values are not recommended for survey control.
 ER0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0277.See file dsdata.txt to determine how the superseded data were derived.
 ER0277
 ER0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC966962(NAD 83)
 ER0277_MARKER: DB = BENCH MARK DISK
 ER0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0277_STAMPING: B 46 1934
 ER0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0277+STABILITY: SURFACE MOTION
 ER0277
 ER0277  HISTORY     - Date     Condition        Report By
 ER0277  HISTORY     - 1934     MONUMENTED       CGS
 ER0277
 ER0277                          STATION DESCRIPTION
 ER0277
 ER0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0277'17.4 MI S FROM SNOWFLAKE.
 ER0277'17.4 MILES SOUTH ALONG APACHE R.R. ALONG APACHE R.R., 9 1/2 POLES
 ER0277'NORTH OF CATTLE GUARD MARKING NAT. FOREST BOUNDARY, 50 FT. WEST OF
 ER0277'CENTER LINE OF TRACK, 17 FT. SOUTH OF MILE POLE 52.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1219 ***********************************************************************
 DA1219  DESIGNATION -  B 469
 DA1219  PID         -  DA1219
 DA1219  STATE/COUNTY-  AZ/MARICOPA
 DA1219  USGS QUAD   -  BLACK GAP (1986)
 DA1219
 DA1219                         *CURRENT SURVEY CONTROL
 DA1219  ___________________________________________________________________
 DA1219* NAD 83(1986)-  32 52 18.     (N)    112 45 33.     (W)     SCALED    
 DA1219* NAVD 88     -       264.339  (meters)     867.25   (feet)  ADJUSTED  
 DA1219  ___________________________________________________________________
 DA1219  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA1219  DYNAMIC HT  -         264.029 (meters)     866.24  (feet)  COMP
 DA1219  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 DA1219
 DA1219  VERT ORDER  -  FIRST     CLASS II
 DA1219
 DA1219.The horizontal coordinates were scaled from a topographic map and have
 DA1219.an estimated accuracy of +/- 6 seconds.
 DA1219
 DA1219.The orthometric height was determined by differential leveling
 DA1219.and adjusted in June 1991.
 DA1219
 DA1219.The geoid height was determined by GEOID03.
 DA1219
 DA1219.The dynamic height is computed by dividing the NAVD 88
 DA1219.geopotential number by the normal gravity value computed on the
 DA1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1219.degrees latitude (g = 980.6199 gals.).
 DA1219
 DA1219.The modeled gravity was interpolated from observed gravity values.
 DA1219
 DA1219;                    North         East    Units  Estimated Accuracy
 DA1219;SPC AZ C     -   207,840.      134,520.      MT  (+/- 180 meters Scaled)
 DA1219
 DA1219                          SUPERSEDED SURVEY CONTROL
 DA1219
 DA1219.No superseded survey control is available for this station.
 DA1219
 DA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB354384(NAD 83)
 DA1219_MARKER: DB = BENCH MARK DISK
 DA1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1219_SP_SET: BRIDGE ABUTMENT
 DA1219_STAMPING: B 469 1980
 DA1219_MARK LOGO: NGS   
 DA1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1219+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1219
 DA1219  HISTORY     - Date     Condition        Report By
 DA1219  HISTORY     - 1980     MONUMENTED       NGS
 DA1219  HISTORY     - 20060220 GOOD             USPSQD
 DA1219  HISTORY     - 20070603 GOOD             GEOCAC
 DA1219
 DA1219                          STATION DESCRIPTION
 DA1219
 DA1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1219'9.2 KM (5.7 MI) SW FROM GILA BEND.
 DA1219'9.2 KM (5.7 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1219'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, AT STATE
 DA1219'HIGHWAY 85 MILEPOST 6, SET IN TOP OF THE NORTHWEST END OF THE
 DA1219'NORTHEAST CONCRETE ABUTMENT OF A SMALL HIGHWAY BRIDGE OVER THE
 DA1219'SAUCEDA WASH, 6.1 METERS (20.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA1219'HIGHWAY.
 DA1219'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1219
 DA1219                          STATION RECOVERY (2006)
 DA1219
 DA1219'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1219'RECOVERED AS DESCRIBED.
 DA1219
 DA1219                          STATION RECOVERY (2007)
 DA1219
 DA1219'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0087 ***********************************************************************
 DU0087  DESIGNATION -  B 47
 DU0087  PID         -  DU0087
 DU0087  STATE/COUNTY-  AZ/GILA
 DU0087  USGS QUAD   -  SAN CARLOS (1979)
 DU0087
 DU0087                         *CURRENT SURVEY CONTROL
 DU0087  ___________________________________________________________________
 DU0087* NAD 83(1986)-  33 21 26.     (N)    110 27 02.     (W)     SCALED    
 DU0087* NAVD 88     -       808.805  (meters)    2653.55   (feet)  ADJUSTED  
 DU0087  ___________________________________________________________________
 DU0087  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DU0087  DYNAMIC HT  -         807.730 (meters)    2650.03  (feet)  COMP
 DU0087  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 DU0087
 DU0087  VERT ORDER  -  FIRST     CLASS II
 DU0087
 DU0087.The horizontal coordinates were scaled from a topographic map and have
 DU0087.an estimated accuracy of +/- 6 seconds.
 DU0087
 DU0087.The orthometric height was determined by differential leveling
 DU0087.and adjusted in June 1991.
 DU0087
 DU0087.The geoid height was determined by GEOID03.
 DU0087
 DU0087.The dynamic height is computed by dividing the NAVD 88
 DU0087.geopotential number by the normal gravity value computed on the
 DU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0087.degrees latitude (g = 980.6199 gals.).
 DU0087
 DU0087.The modeled gravity was interpolated from observed gravity values.
 DU0087
 DU0087;                    North         East    Units  Estimated Accuracy
 DU0087;SPC AZ E     -   261,400.      186,940.      MT  (+/- 180 meters Scaled)
 DU0087
 DU0087                          SUPERSEDED SURVEY CONTROL
 DU0087
 DU0087  NGVD 29 (??/??/92)  808.226  (m)         2651.65   (f) ADJ UNCH    1 2
 DU0087
 DU0087.Superseded values are not recommended for survey control.
 DU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0087.See file dsdata.txt to determine how the superseded data were derived.
 DU0087
 DU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB511910(NAD 83)
 DU0087_MARKER: DB = BENCH MARK DISK
 DU0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0087_STAMPING: B 47 1934
 DU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0087+STABILITY: SURFACE MOTION
 DU0087
 DU0087  HISTORY     - Date     Condition        Report By
 DU0087  HISTORY     - 1934     MONUMENTED       CGS
 DU0087  HISTORY     - 1935     GOOD             NGS
 DU0087  HISTORY     - 1965     MARK NOT FOUND   USGS
 DU0087
 DU0087                          STATION DESCRIPTION
 DU0087
 DU0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0087'1.1 MI N FROM SAN CARLOS.
 DU0087'1.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0087'NEAR THE NORTHEAST CORNER OF THE FENCE AROUND THE SAN CARLOS INDIAN
 DU0087'SCHOOL, 16 FEET SOUTH OF THE CENTER LINE OF AN IRRIGATION DITCH, 20
 DU0087'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF A FENCE
 DU0087'LINE.  A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE TOP OF A
 DU0087'CONCRETE POST.
 DU0087
 DU0087                          STATION RECOVERY (1965)
 DU0087
 DU0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1140 ***********************************************************************
 DB1140  DESIGNATION -  B 470
 DB1140  PID         -  DB1140
 DB1140  STATE/COUNTY-  AZ/YUMA
 DB1140  USGS QUAD   -  WELLTON (1982)
 DB1140
 DB1140                         *CURRENT SURVEY CONTROL
 DB1140  ___________________________________________________________________
 DB1140* NAD 83(1986)-  32 39 31.     (N)    114 13 07.     (W)     SCALED    
 DB1140* NAVD 88     -        70.178  (meters)     230.24   (feet)  ADJUSTED  
 DB1140  ___________________________________________________________________
 DB1140  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DB1140  DYNAMIC HT  -          70.098 (meters)     229.98  (feet)  COMP
 DB1140  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 DB1140
 DB1140  VERT ORDER  -  FIRST     CLASS II
 DB1140
 DB1140.The horizontal coordinates were scaled from a topographic map and have
 DB1140.an estimated accuracy of +/- 6 seconds.
 DB1140
 DB1140.The orthometric height was determined by differential leveling
 DB1140.and adjusted in June 1991.
 DB1140
 DB1140.The geoid height was determined by GEOID03.
 DB1140
 DB1140.The dynamic height is computed by dividing the NAVD 88
 DB1140.geopotential number by the normal gravity value computed on the
 DB1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1140.degrees latitude (g = 980.6199 gals.).
 DB1140
 DB1140.The modeled gravity was interpolated from observed gravity values.
 DB1140
 DB1140;                    North         East    Units  Estimated Accuracy
 DB1140;SPC AZ W     -   184,000.      169,400.      MT  (+/- 180 meters Scaled)
 DB1140
 DB1140                          SUPERSEDED SURVEY CONTROL
 DB1140
 DB1140.No superseded survey control is available for this station.
 DB1140
 DB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS608168(NAD 83)
 DB1140_MARKER: DB = BENCH MARK DISK
 DB1140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DB1140_SP_SET: ABUTMENT
 DB1140_STAMPING: B 470 1981
 DB1140_MARK LOGO: NGS   
 DB1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1140
 DB1140  HISTORY     - Date     Condition        Report By
 DB1140  HISTORY     - 1981     MONUMENTED       NGS
 DB1140
 DB1140                          STATION DESCRIPTION
 DB1140
 DB1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1140'7.0 KM (4.35 MI) WEST FROM WELLTON.
 DB1140'7.0 KM (4.35 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1140'WELLTON, 0.8 KM (0.5 MI) WEST OF THE JUNCTION OF AVENUE 25E, 0.25 KM
 DB1140'(0.15 MI) EAST OF SOUTHERN PACIFIC RAILROAD MILEPOLE765, SET IN TOP
 DB1140'OF THE NORTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE 765.18, 2.4 M
 DB1140'(8.0 FT) NORTH OF THE NORTH RAIL OF THE TRACKS.
 DB1140'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1199 ***********************************************************************
 DA1199  DESIGNATION -  B 471
 DA1199  PID         -  DA1199
 DA1199  STATE/COUNTY-  AZ/PIMA
 DA1199  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1199
 DA1199                         *CURRENT SURVEY CONTROL
 DA1199  ___________________________________________________________________
 DA1199* NAD 83(1986)-  32 00 49.     (N)    112 48 16.     (W)     SCALED    
 DA1199* NAVD 88     -       534.468  (meters)    1753.50   (feet)  ADJUSTED  
 DA1199  ___________________________________________________________________
 DA1199  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA1199  DYNAMIC HT  -         533.769 (meters)    1751.21  (feet)  COMP
 DA1199  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 DA1199
 DA1199  VERT ORDER  -  FIRST     CLASS II
 DA1199
 DA1199.The horizontal coordinates were scaled from a topographic map and have
 DA1199.an estimated accuracy of +/- 6 seconds.
 DA1199
 DA1199.The orthometric height was determined by differential leveling
 DA1199.and adjusted in June 1991.
 DA1199
 DA1199.The geoid height was determined by GEOID03.
 DA1199
 DA1199.The dynamic height is computed by dividing the NAVD 88
 DA1199.geopotential number by the normal gravity value computed on the
 DA1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1199.degrees latitude (g = 980.6199 gals.).
 DA1199
 DA1199.The modeled gravity was interpolated from observed gravity values.
 DA1199
 DA1199;                    North         East    Units  Estimated Accuracy
 DA1199;SPC AZ C     -   112,720.      129,490.      MT  (+/- 180 meters Scaled)
 DA1199
 DA1199                          SUPERSEDED SURVEY CONTROL
 DA1199
 DA1199.No superseded survey control is available for this station.
 DA1199
 DA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA295433(NAD 83)
 DA1199_MARKER: DB = BENCH MARK DISK
 DA1199_SETTING: 66 = SET IN ROCK OUTCROP
 DA1199_SP_SET: ROCK OUTCROP
 DA1199_STAMPING: B 471 1981
 DA1199_MARK LOGO: NGS   
 DA1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1199+STABILITY: POSITION/ELEVATION WELL
 DA1199
 DA1199  HISTORY     - Date     Condition        Report By
 DA1199  HISTORY     - 1981     MONUMENTED       NGS
 DA1199  HISTORY     - 1988     GOOD             USPSQD
 DA1199  HISTORY     - 19941110 GOOD             USPSQD
 DA1199
 DA1199                          STATION DESCRIPTION
 DA1199
 DA1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1199'15.1 KM (9.4 MI) NE FROM LUKEVILLE.
 DA1199'15.1 KM (9.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 DA1199'OFFICE IN LUKEVILLE, AT HIGHWAY MILEPOST 71, AT THE SOUTHWEST END OF
 DA1199'A SMALL ROCK HIGHWAY CUT, SET IN TOP OF A ROCK OUTCROP, 6.4 M
 DA1199'(21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 89.6 M (294 FT)
 DA1199'SOUTHWEST OF THE MILEPOST, 8.2 M (27.0 FT) NORTHEAST OF THE SOUTHWEST
 DA1199'END OF THE CUT.
 DA1199'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1199'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
 DA1199
 DA1199                          STATION RECOVERY (1988)
 DA1199
 DA1199'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA1199'RECOVERED IN GOOD CONDITION.
 DA1199
 DA1199                          STATION RECOVERY (1994)
 DA1199
 DA1199'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0724 ***********************************************************************
 EU0724  DESIGNATION -  B 472
 EU0724  PID         -  EU0724
 EU0724  STATE/COUNTY-  AZ/MOHAVE
 EU0724  USGS QUAD   -  YUCCA SE (1970)
 EU0724
 EU0724                         *CURRENT SURVEY CONTROL
 EU0724  ___________________________________________________________________
 EU0724* NAD 83(1986)-  34 51 00.     (N)    114 06 36.     (W)     SCALED    
 EU0724* NAVD 88     -       620.309  (meters)    2035.13   (feet)  ADJUSTED  
 EU0724  ___________________________________________________________________
 EU0724  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EU0724  DYNAMIC HT  -         619.614 (meters)    2032.85  (feet)  COMP
 EU0724  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 EU0724  OBS GRAVITY -     979,487.7   (mgal)                       GRAV_OBS
 EU0724
 EU0724  VERT ORDER  -  FIRST     CLASS II
 EU0724
 EU0724.The horizontal coordinates were scaled from a topographic map and have
 EU0724.an estimated accuracy of +/- 6 seconds.
 EU0724
 EU0724.The orthometric height was determined by differential leveling
 EU0724.and adjusted in June 1991.
 EU0724
 EU0724.The geoid height was determined by GEOID03.
 EU0724
 EU0724.The dynamic height is computed by dividing the NAVD 88
 EU0724.geopotential number by the normal gravity value computed on the
 EU0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0724.degrees latitude (g = 980.6199 gals.).
 EU0724
 EU0724.The modeled gravity was interpolated from observed gravity values.
 EU0724.The observed gravity was obtained from relative gravimeter ties
 EU0724.to the IGSN71 gravity network.
 EU0724
 EU0724;                    North         East    Units  Estimated Accuracy
 EU0724;SPC AZ W     -   427,010.      180,440.      MT  (+/- 180 meters Scaled)
 EU0724
 EU0724                          SUPERSEDED SURVEY CONTROL
 EU0724
 EU0724.No superseded survey control is available for this station.
 EU0724
 EU0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU642602(NAD 83)
 EU0724_MARKER: I = METAL ROD
 EU0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0724_SP_SET: STAINLESS STEEL ROD
 EU0724_STAMPING: B 472 1981
 EU0724_MARK LOGO: NGS   
 EU0724_PROJECTION: FLUSH
 EU0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0724_ROD/PIPE-DEPTH: 3.7  meters
 EU0724
 EU0724  HISTORY     - Date     Condition        Report By
 EU0724  HISTORY     - 1981     MONUMENTED       NGS
 EU0724
 EU0724                          STATION DESCRIPTION
 EU0724
 EU0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0724'5.4 KM (3.35 MI) SE FROM YUCCA.
 EU0724'5.4 KM (3.35 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0724'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE JUNCTION OF BORIANA MINE ROAD,
 EU0724'AT THE CROSSING OF A PIPELINE, 14.3 METERS (47.0 FT) NORTH OF THE
 EU0724'CENTERLINE OF ALAMO ROAD, 32.6 METERS (107 FT) NORTHWEST OF THE
 EU0724'CENTERLINE OF BORIANA MINE ROAD, 21.0 METERS (69.0 FT) WEST OF THE
 EU0724'CENTER OF A GAS PIPELINE, 2.3 METERS (7.5 FT) NORTHEAST  OF A FENCE
 EU0724'CORNER, 0.5 METERS (1.5 FT) EAST OF A BARBED WIRE FENCE LINE.  ROD
 EU0724'DRIVEN TO REFUSAL.
 EU0724'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 EU0724'THE MARK IS ABOVE LEVEL WITH ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1301 ***********************************************************************
 DU1301  DESIGNATION -  B 473
 DU1301  PID         -  DU1301
 DU1301  STATE/COUNTY-  AZ/MARICOPA
 DU1301  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1301
 DU1301                         *CURRENT SURVEY CONTROL
 DU1301  ___________________________________________________________________
 DU1301* NAD 83(1986)-  33 38 49.     (N)    111 11 35.     (W)     SCALED    
 DU1301* NAVD 88     -       598.295  (meters)    1962.91   (feet)  ADJUSTED  
 DU1301  ___________________________________________________________________
 DU1301  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DU1301  DYNAMIC HT  -         597.532 (meters)    1960.40  (feet)  COMP
 DU1301  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 DU1301
 DU1301  VERT ORDER  -  FIRST     CLASS II
 DU1301
 DU1301.The horizontal coordinates were scaled from a topographic map and have
 DU1301.an estimated accuracy of +/- 6 seconds.
 DU1301
 DU1301.The orthometric height was determined by differential leveling
 DU1301.and adjusted in June 1991.
 DU1301
 DU1301.The geoid height was determined by GEOID03.
 DU1301
 DU1301.The dynamic height is computed by dividing the NAVD 88
 DU1301.geopotential number by the normal gravity value computed on the
 DU1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1301.degrees latitude (g = 980.6199 gals.).
 DU1301
 DU1301.The modeled gravity was interpolated from observed gravity values.
 DU1301
 DU1301;                    North         East    Units  Estimated Accuracy
 DU1301;SPC AZ C     -   293,730.      280,480.      MT  (+/- 180 meters Scaled)
 DU1301
 DU1301                          SUPERSEDED SURVEY CONTROL
 DU1301
 DU1301.No superseded survey control is available for this station.
 DU1301
 DU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC820230(NAD 83)
 DU1301_MARKER: DB = BENCH MARK DISK
 DU1301_SETTING: 66 = SET IN ROCK OUTCROP
 DU1301_SP_SET: ROCK OUTCROP
 DU1301_STAMPING: B 473 1980
 DU1301_MARK LOGO: NGS   
 DU1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1301+STABILITY: POSITION/ELEVATION WELL
 DU1301
 DU1301  HISTORY     - Date     Condition        Report By
 DU1301  HISTORY     - 1980     MONUMENTED       NGS
 DU1301  HISTORY     - 20071122 GOOD             GEOCAC
 DU1301
 DU1301                          STATION DESCRIPTION
 DU1301
 DU1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1301'5.8 KM (3.6 MI) SW FROM ROOSEVLET.
 DU1301'5.8 KM (3.6 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU1301'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, SET IN A MASSIVE,
 DU1301'SLOPING GRANITE OUTCROP ON THE NORTHEAST SIDE OF A DRY WASH, 17.1
 DU1301'METERS (56.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.0
 DU1301'METERS (39.0 FT) EAST OF THE TOP CENTER OF THE NORTHEAST END OF A
 DU1301'90-CM (36-INCH) STEEL PIPE CULVERT UNDER THE HIGHWAY.
 DU1301'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 DU1301'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU1301
 DU1301                          STATION RECOVERY (2007)
 DU1301
 DU1301'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1332 ***********************************************************************
 DU1332  DESIGNATION -  B 474
 DU1332  PID         -  DU1332
 DU1332  STATE/COUNTY-  AZ/MARICOPA
 DU1332  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1332
 DU1332                         *CURRENT SURVEY CONTROL
 DU1332  ___________________________________________________________________
 DU1332* NAD 83(1986)-  33 30 32.     (N)    111 41 00.     (W)     SCALED    
 DU1332* NAVD 88     -       431.690  (meters)    1416.30   (feet)  READJUSTED
 DU1332  ___________________________________________________________________
 DU1332  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1332  DYNAMIC HT  -         431.170 (meters)    1414.60  (feet)  COMP
 DU1332  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 DU1332
 DU1332  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1332
 DU1332.The horizontal coordinates were scaled from a topographic map and have
 DU1332.an estimated accuracy of +/- 6 seconds.
 DU1332
 DU1332.The orthometric height was determined by differential leveling
 DU1332.and adjusted in April 1999.
 DU1332.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1332.distribution rate of 0.0 thru 1.0 mm/km.
 DU1332.The height was derived from older observations constrained to new
 DU1332.heights in a crustal motion area.  The height is approximate in
 DU1332.relation to other heights in its vicinity.
 DU1332
 DU1332.The geoid height was determined by GEOID03.
 DU1332
 DU1332.The dynamic height is computed by dividing the NAVD 88
 DU1332.geopotential number by the normal gravity value computed on the
 DU1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1332.degrees latitude (g = 980.6199 gals.).
 DU1332
 DU1332.The modeled gravity was interpolated from observed gravity values.
 DU1332
 DU1332;                    North         East    Units  Estimated Accuracy
 DU1332;SPC AZ C     -   278,210.      235,040.      MT  (+/- 180 meters Scaled)
 DU1332
 DU1332                          SUPERSEDED SURVEY CONTROL
 DU1332
 DU1332  NAVD 88 (06/15/91)  431.701  (m)         1416.34   (f) UNKNOWN     1 2
 DU1332
 DU1332.Superseded values are not recommended for survey control.
 DU1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1332.See file dsdata.txt to determine how the superseded data were derived.
 DU1332
 DU1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC365079(NAD 83)
 DU1332_MARKER: DB = BENCH MARK DISK
 DU1332_SETTING: 66 = SET IN ROCK OUTCROP
 DU1332_SP_SET: ROCK OUTCROP
 DU1332_STAMPING: B 474 1981
 DU1332_MARK LOGO: NGS   
 DU1332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1332+STABILITY: POSITION/ELEVATION WELL
 DU1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1332+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 DU1332
 DU1332  HISTORY     - Date     Condition        Report By
 DU1332  HISTORY     - 1981     MONUMENTED       NGS
 DU1332  HISTORY     - 20061016 GOOD             GEOCAC
 DU1332
 DU1332                          STATION DESCRIPTION
 DU1332
 DU1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1332'12.0 KM (7.45 MI) NE FROM BUCKHORN.
 DU1332'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1332'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.4 KILOMETERS (6.45 MILES)
 DU1332'NORTH ALONG THE BUSH HIGHWAY, IN TOP OF GRAY GRANITE
 DU1332'OUTCROP ON THE EAST SIDE OF A RAVINE, 0.25 KILOMETER (0.15 MILE)
 DU1332'SOUTH OF THE JUNCTION OF THE DIRT ROAD LEADING TO GRANITE REEF DAM,
 DU1332'21.9 METERS (71.8 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 51.6
 DU1332'METERS (169.0 FEET) SOUTH OF THE GUY POLE FOR THE FIRST POLE NORTH OF
 DU1332'A DOUBLE POWER POLE STRUCTURE, 13.1 METERS (43.0 FEET) NORTHEAST OF
 DU1332'THE NORTH END OF THE CONCRETE HEADWALL FOR A 1.2 METER (4.0 FEET)
 DU1332'CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY AND 8.5 METERS (27.9
 DU1332'FEET) WEST OF THE RIGHT OF WAY FENCE.
 DU1332'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DU1332'THE MARK IS 1.1 M BELOW HIGHWAY CENTERLINE.
 DU1332
 DU1332                          STATION RECOVERY (2006)
 DU1332
 DU1332'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1265 ***********************************************************************
 DV1265  DESIGNATION -  B 475
 DV1265  PID         -  DV1265
 DV1265  STATE/COUNTY-  AZ/MARICOPA
 DV1265  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1265
 DV1265                         *CURRENT SURVEY CONTROL
 DV1265  ___________________________________________________________________
 DV1265* NAD 83(1986)-  33 40 07.     (N)    112 11 09.     (W)     SCALED    
 DV1265* NAVD 88     -       389.202  (meters)    1276.91   (feet)  ADJUSTED  
 DV1265  ___________________________________________________________________
 DV1265  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1265  DYNAMIC HT  -         388.753 (meters)    1275.43  (feet)  COMP
 DV1265  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DV1265
 DV1265  VERT ORDER  -  FIRST     CLASS II
 DV1265
 DV1265.The horizontal coordinates were scaled from a topographic map and have
 DV1265.an estimated accuracy of +/- 6 seconds.
 DV1265
 DV1265.The orthometric height was determined by differential leveling
 DV1265.and adjusted in June 1991.
 DV1265
 DV1265.The geoid height was determined by GEOID03.
 DV1265
 DV1265.The dynamic height is computed by dividing the NAVD 88
 DV1265.geopotential number by the normal gravity value computed on the
 DV1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1265.degrees latitude (g = 980.6199 gals.).
 DV1265
 DV1265.The modeled gravity was interpolated from observed gravity values.
 DV1265
 DV1265;                    North         East    Units  Estimated Accuracy
 DV1265;SPC AZ C     -   295,930.      188,400.      MT  (+/- 180 meters Scaled)
 DV1265
 DV1265                          SUPERSEDED SURVEY CONTROL
 DV1265
 DV1265.No superseded survey control is available for this station.
 DV1265
 DV1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900260(NAD 83)
 DV1265_MARKER: I = METAL ROD
 DV1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1265_SP_SET: STAINLESS STEEL ROD
 DV1265_STAMPING: B 475 1981
 DV1265_MARK LOGO: NGS   
 DV1265_PROJECTION: FLUSH
 DV1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1265_ROD/PIPE-DEPTH: 2.1  meters
 DV1265
 DV1265  HISTORY     - Date     Condition        Report By
 DV1265  HISTORY     - 1981     MONUMENTED       NGS
 DV1265  HISTORY     - 1984     GOOD             AZDT
 DV1265  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1265
 DV1265                          STATION DESCRIPTION
 DV1265
 DV1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1265'28.1 KM (17.45 MI) NW FROM PHOENIX.
 DV1265'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1265'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 6.7 KM (4.15 MI)
 DV1265'WEST ALONG BEARDSLEY ROAD, 0.2 KM (0.1 MI) WEST OF 57TH AVENUE, 11.4
 DV1265'METERS (37.4 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 99.4 METERS
 DV1265'(326 FT) EAST OF THE CENTERLINE OF 59TH AVENUE, 1.5 METERS (5 FT) WEST
 DV1265'OF THE SECOND POWER LINE POLE EAST OF THE INTERSECTION OF 59TH AVENUE
 DV1265'AND IN LINE WITH THE POLES, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 DV1265'OF 7 FEET.
 DV1265'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DV1265'THE MARK IS 0.5 M BELOW THE ROAD.
 DV1265
 DV1265                          STATION RECOVERY (1984)
 DV1265
 DV1265'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1265'RECOVERED IN GOOD CONDITION.
 DV1265
 DV1265                          STATION RECOVERY (2002)
 DV1265
 DV1265'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1265'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1265'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1240 ***********************************************************************
 DV1240  DESIGNATION -  B 476
 DV1240  PID         -  DV1240
 DV1240  STATE/COUNTY-  AZ/MARICOPA
 DV1240  USGS QUAD   -  COTTON CENTER (1973)
 DV1240
 DV1240                         *CURRENT SURVEY CONTROL
 DV1240  ___________________________________________________________________
 DV1240* NAD 83(1986)-  33 06 05.     (N)    112 40 02.     (W)     SCALED    
 DV1240* NAVD 88     -       223.237  (meters)     732.40   (feet)  ADJUSTED  
 DV1240  ___________________________________________________________________
 DV1240  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1240  DYNAMIC HT  -         222.976 (meters)     731.55  (feet)  COMP
 DV1240  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 DV1240
 DV1240  VERT ORDER  -  FIRST     CLASS II
 DV1240
 DV1240.The horizontal coordinates were scaled from a topographic map and have
 DV1240.an estimated accuracy of +/- 6 seconds.
 DV1240
 DV1240.The orthometric height was determined by differential leveling
 DV1240.and adjusted in June 1991.
 DV1240
 DV1240.The geoid height was determined by GEOID03.
 DV1240
 DV1240.The dynamic height is computed by dividing the NAVD 88
 DV1240.geopotential number by the normal gravity value computed on the
 DV1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1240.degrees latitude (g = 980.6199 gals.).
 DV1240
 DV1240.The modeled gravity was interpolated from observed gravity values.
 DV1240
 DV1240;                    North         East    Units  Estimated Accuracy
 DV1240;SPC AZ C     -   233,250.      143,310.      MT  (+/- 180 meters Scaled)
 DV1240
 DV1240                          SUPERSEDED SURVEY CONTROL
 DV1240
 DV1240.No superseded survey control is available for this station.
 DV1240
 DV1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444637(NAD 83)
 DV1240_MARKER: DB = BENCH MARK DISK
 DV1240_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1240_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1240_STAMPING: B 476 1981
 DV1240_MARK LOGO: NGS   
 DV1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1240+STABILITY: POSITION/ELEVATION WELL
 DV1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1240+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1240
 DV1240  HISTORY     - Date     Condition        Report By
 DV1240  HISTORY     - 1981     MONUMENTED       NGS
 DV1240  HISTORY     - 20060128 GOOD             USPSQD
 DV1240  HISTORY     - 20060129 GOOD             USPSQD
 DV1240  HISTORY     - 20070417 GOOD             GEOCAC
 DV1240
 DV1240                          STATION DESCRIPTION
 DV1240
 DV1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1240'20.45 KM (12.7 MI) NORT FROM GILA BEND.
 DV1240'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1240'STATION AT GILA BEND, THENCE 19.1 KM (11.85 MI) NORTH ALONG THE
 DV1240'ARLINGTON-HASSAYAMPA ROAD, AT A DEEP WATER WELL IRRIGATION PUMP,
 DV1240'IN TOP OF THE WEST CORNER OF THE 8 BY 8 FOOT CONCRETE PAD WHICH
 DV1240'IS ATTACHED TO THE WELL CASING, 28.8 METERS (94.5 FT) WEST OF THE
 DV1240'CENTERLINE OF THE ROAD, 21.1 METERS (69 FT) SOUTHWEST OF AN
 DV1240'INTERSECTION POWER LINE POLE NUMBER 41, 1.1 METERS (3.5 FT) WEST
 DV1240'OF THE CENTER OF THE WELL, 0.5 METER (1.6 FT) SOUTHEAST OF THE
 DV1240'NORTHWEST EDGE OF THE PAD, 0.4 METER (1.3 FT) NORTHEAST OF THE
 DV1240'SOUTHWEST EDGE OF THE PAD.
 DV1240'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1240
 DV1240                          STATION RECOVERY (2006)
 DV1240
 DV1240'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1240'RECOVERED AS DESCRIBED.
 DV1240
 DV1240                          STATION RECOVERY (2006)
 DV1240
 DV1240'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1240'RECOVERED AS DESCRIBED.
 DV1240
 DV1240                          STATION RECOVERY (2007)
 DV1240
 DV1240'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1363 ***********************************************************************
 DV1363  DESIGNATION -  B 477
 DV1363  PID         -  DV1363
 DV1363  STATE/COUNTY-  AZ/MARICOPA
 DV1363  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1363
 DV1363                         *CURRENT SURVEY CONTROL
 DV1363  ___________________________________________________________________
 DV1363* NAD 83(1986)-  33 37 01.     (N)    113 19 04.     (W)     SCALED    
 DV1363* NAVD 88     -       449.378  (meters)    1474.33   (feet)  ADJUSTED  
 DV1363  ___________________________________________________________________
 DV1363  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DV1363  DYNAMIC HT  -         448.847 (meters)    1472.59  (feet)  COMP
 DV1363  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 DV1363
 DV1363  VERT ORDER  -  FIRST     CLASS II
 DV1363
 DV1363.The horizontal coordinates were scaled from a topographic map and have
 DV1363.an estimated accuracy of +/- 6 seconds.
 DV1363
 DV1363.The orthometric height was determined by differential leveling
 DV1363.and adjusted in June 1991.
 DV1363
 DV1363.The geoid height was determined by GEOID03.
 DV1363
 DV1363.The dynamic height is computed by dividing the NAVD 88
 DV1363.geopotential number by the normal gravity value computed on the
 DV1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1363.degrees latitude (g = 980.6199 gals.).
 DV1363
 DV1363.The modeled gravity was interpolated from observed gravity values.
 DV1363
 DV1363;                    North         East    Units  Estimated Accuracy
 DV1363;SPC AZ C     -   291,050.       83,350.      MT  (+/- 180 meters Scaled)
 DV1363
 DV1363                          SUPERSEDED SURVEY CONTROL
 DV1363
 DV1363.No superseded survey control is available for this station.
 DV1363
 DV1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC849220(NAD 83)
 DV1363_MARKER: I = METAL ROD
 DV1363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1363_SP_SET: STAINLESS STEEL ROD
 DV1363_STAMPING: B 477 1981
 DV1363_MARK LOGO: NGS   
 DV1363_PROJECTION: FLUSH
 DV1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1363+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 DV1363_ROD/PIPE-DEPTH: 7.3  meters
 DV1363
 DV1363  HISTORY     - Date     Condition        Report By
 DV1363  HISTORY     - 1981     MONUMENTED       NGS
 DV1363  HISTORY     - 20020807 GOOD             MCDOT
 DV1363
 DV1363                          STATION DESCRIPTION
 DV1363
 DV1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1363'39.6 KM (24.65 MI) NW FROM TONOPAH.
 DV1363'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1363'AT TONOPAH, THENCE 28.6 KM (17.8 MI) NORTHWEST ALONG SALOME ROAD,
 DV1363'1.8 KM (1.1 MI) SOUTHEAST OF THE MARICOPA-YUMA COUNTY LINES, 0.6 KM
 DV1363'(0.4 MI) NORTHWEST OF BELL TELEPHONE SUB-STATION BUILDING 10, 34.3
 DV1363'METERS (112.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 75 METERS
 DV1363'(246 FT) WEST OF A SMALL BUSHY MESQUITE TREE, 62.0 METERS (203.5 FT)
 DV1363'NORTHEAST OF UNDERGROUND TELEPHONE CABLE WOODEN WITNESS POST 336.
 DV1363'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DV1363'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV1363
 DV1363                          STATION RECOVERY (2002)
 DV1363
 DV1363'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1363'CHECKED ELEVATION, STILL GOOD.
 DV1363' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1411 ***********************************************************************
 DV1411  DESIGNATION -  B 478
 DV1411  PID         -  DV1411
 DV1411  STATE/COUNTY-  AZ/LA PAZ
 DV1411  USGS QUAD   -  HOPE (1990)
 DV1411
 DV1411                         *CURRENT SURVEY CONTROL
 DV1411  ___________________________________________________________________
 DV1411* NAD 83(1986)-  33 44 26.     (N)    113 40 27.     (W)     SCALED    
 DV1411* NAVD 88     -       554.236  (meters)    1818.36   (feet)  ADJUSTED  
 DV1411  ___________________________________________________________________
 DV1411  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DV1411  DYNAMIC HT  -         553.590 (meters)    1816.24  (feet)  COMP
 DV1411  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 DV1411
 DV1411  VERT ORDER  -  FIRST     CLASS II
 DV1411
 DV1411.The horizontal coordinates were scaled from a topographic map and have
 DV1411.an estimated accuracy of +/- 6 seconds.
 DV1411
 DV1411.The orthometric height was determined by differential leveling
 DV1411.and adjusted in June 1991.
 DV1411
 DV1411.The geoid height was determined by GEOID03.
 DV1411
 DV1411.The dynamic height is computed by dividing the NAVD 88
 DV1411.geopotential number by the normal gravity value computed on the
 DV1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1411.degrees latitude (g = 980.6199 gals.).
 DV1411
 DV1411.The modeled gravity was interpolated from observed gravity values.
 DV1411
 DV1411;                    North         East    Units  Estimated Accuracy
 DV1411;SPC AZ W     -   303,890.      220,390.      MT  (+/- 180 meters Scaled)
 DV1411
 DV1411                          SUPERSEDED SURVEY CONTROL
 DV1411
 DV1411.No superseded survey control is available for this station.
 DV1411
 DV1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC522366(NAD 83)
 DV1411_MARKER: DB = BENCH MARK DISK
 DV1411_SETTING: 66 = SET IN ROCK OUTCROP
 DV1411_SP_SET: ROCK OUTCROP
 DV1411_STAMPING: B 478 1981
 DV1411_MARK LOGO: NGS   
 DV1411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1411+STABILITY: POSITION/ELEVATION WELL
 DV1411
 DV1411  HISTORY     - Date     Condition        Report By
 DV1411  HISTORY     - 1981     MONUMENTED       NGS
 DV1411
 DV1411                          STATION DESCRIPTION
 DV1411
 DV1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1411'7.9 KM (4.9 MI) SW FROM SALOME.
 DV1411'7.9 KM (4.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1411'SALOME ROAD IN SALOME, 0.3 KM (0.2 MI) SOUTH-SOUTHWEST OF HIGHWAY
 DV1411'MILEPOST 52, 0.2 KM (0.1 MI) SOUTH OF A HIGHWAY CUT THROUGH A GRANITE
 DV1411'RIDGE, AT THE SOUTHWEST END OF THE RIDGE, SET IN THE WEST SLOPE OF A
 DV1411'SMOOTH GRANITE OUTCROP SURROUNDED BY BOULDERS, 74.4 METERS (244 FT)
 DV1411'EAST-SOUTHEAST ACROSS THE OLD HIGHWAY FROM THE CENTERLINE OF HIGHWAY
 DV1411'60, 45.0 METERS (148 FT) SOUTHEAST OF POWER POLE NUMBER 38/11, 40.2
 DV1411'METERS (132 FT) EAST-SOUTHEAST OF A BRACED ANGLE IRON FENCE POST IN
 DV1411'THE RIGHT-OF-WAY FENCE, 18.0 METERS (59.0 FT) NORTH-NORTHEAST OF THE
 DV1411'CENTERLINE OF A SMALL DRY WASH AT THE SOUTHWEST END OF THE RIDGE.
 DV1411'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DV1411'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1305 ***********************************************************************
 DW1305  DESIGNATION -  B 479
 DW1305  PID         -  DW1305
 DW1305  STATE/COUNTY-  AZ/LA PAZ
 DW1305  USGS QUAD   -  QUARTZSITE (1990)
 DW1305
 DW1305                         *CURRENT SURVEY CONTROL
 DW1305  ___________________________________________________________________
 DW1305* NAD 83(1986)-  33 39 47.     (N)    114 13 01.     (W)     SCALED    
 DW1305* NAVD 88     -       271.065  (meters)     889.32   (feet)  ADJUSTED  
 DW1305  ___________________________________________________________________
 DW1305  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DW1305  DYNAMIC HT  -         270.762 (meters)     888.33  (feet)  COMP
 DW1305  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 DW1305
 DW1305  VERT ORDER  -  FIRST     CLASS II
 DW1305
 DW1305.The horizontal coordinates were scaled from a topographic map and have
 DW1305.an estimated accuracy of +/- 6 seconds.
 DW1305
 DW1305.The orthometric height was determined by differential leveling
 DW1305.and adjusted in June 1991.
 DW1305
 DW1305.The geoid height was determined by GEOID03.
 DW1305
 DW1305.The dynamic height is computed by dividing the NAVD 88
 DW1305.geopotential number by the normal gravity value computed on the
 DW1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1305.degrees latitude (g = 980.6199 gals.).
 DW1305
 DW1305.The modeled gravity was interpolated from observed gravity values.
 DW1305
 DW1305;                    North         East    Units  Estimated Accuracy
 DW1305;SPC AZ W     -   295,390.      170,060.      MT  (+/- 180 meters Scaled)
 DW1305
 DW1305                          SUPERSEDED SURVEY CONTROL
 DW1305
 DW1305.No superseded survey control is available for this station.
 DW1305
 DW1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT580282(NAD 83)
 DW1305_MARKER: DB = BENCH MARK DISK
 DW1305_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1305_SP_SET: BRIDGE PIER
 DW1305_STAMPING: B 479 1981
 DW1305_MARK LOGO: NGS   
 DW1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1305
 DW1305  HISTORY     - Date     Condition        Report By
 DW1305  HISTORY     - 1981     MONUMENTED       NGS
 DW1305
 DW1305                          STATION DESCRIPTION
 DW1305
 DW1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1305'IN QUARTZSITE.
 DW1305'IN QUARTZSITE, 0.2 KM (0.1 MI) WEST OF HIGHWAY MILEPOST 19, SET IN THE
 DW1305'NORTH FACE OF THE CENTER PIER OF THE U.S. HIGHWAY 95 BRIDGE OVER
 DW1305'INTERSTATE HIGHWAY 10, 16.2 METERS (53.0 FT) SOUTH OF THE CENTERLINE
 DW1305'OF THE WEST-BOUND LANES OF THE INTERSTATE, 2.1 METERS (7.0 FT) WEST OF
 DW1305'THE EAST END OF THE PIER, 1.6 METERS (5.2 FT) ABOVE THE GROUND.
 DW1305'THE MARK IS 0.7 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0165 ***********************************************************************
 ER0165  DESIGNATION -  B 48
 ER0165  PID         -  ER0165
 ER0165  STATE/COUNTY-  AZ/APACHE
 ER0165  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0165
 ER0165                         *CURRENT SURVEY CONTROL
 ER0165  ___________________________________________________________________
 ER0165* NAD 83(1986)-  34 41 38.     (N)    109 16 28.     (W)     SCALED    
 ER0165* NAVD 88     -      1734.215  (meters)    5689.67   (feet)  ADJUSTED  
 ER0165  ___________________________________________________________________
 ER0165  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 ER0165  DYNAMIC HT  -        1731.739 (meters)    5681.55  (feet)  COMP
 ER0165  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 ER0165
 ER0165  VERT ORDER  -  SECOND    CLASS 0
 ER0165
 ER0165.The horizontal coordinates were scaled from a topographic map and have
 ER0165.an estimated accuracy of +/- 6 seconds.
 ER0165
 ER0165.The orthometric height was determined by differential leveling
 ER0165.and adjusted in June 1991.
 ER0165
 ER0165.The geoid height was determined by GEOID03.
 ER0165
 ER0165.The dynamic height is computed by dividing the NAVD 88
 ER0165.geopotential number by the normal gravity value computed on the
 ER0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0165.degrees latitude (g = 980.6199 gals.).
 ER0165
 ER0165.The modeled gravity was interpolated from observed gravity values.
 ER0165
 ER0165;                    North         East    Units  Estimated Accuracy
 ER0165;SPC AZ E     -   409,980.      295,100.      MT  (+/- 180 meters Scaled)
 ER0165
 ER0165                          SUPERSEDED SURVEY CONTROL
 ER0165
 ER0165  NGVD 29 (??/??/92) 1733.361  (m)         5686.87   (f) ADJ UNCH    2 0
 ER0165
 ER0165.Superseded values are not recommended for survey control.
 ER0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0165.See file dsdata.txt to determine how the superseded data were derived.
 ER0165
 ER0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD580404(NAD 83)
 ER0165_MARKER: DB = BENCH MARK DISK
 ER0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0165+STABILITY: SURFACE MOTION
 ER0165
 ER0165  HISTORY     - Date     Condition        Report By
 ER0165  HISTORY     - UNK      MONUMENTED       CGS
 ER0165  HISTORY     - 1934     GOOD             NGS
 ER0165  HISTORY     - 1974     MARK NOT FOUND   USGS
 ER0165
 ER0165                          STATION DESCRIPTION
 ER0165
 ER0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0165'15.5 MI N FROM ST JOHNS.
 ER0165'15.5 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0165'61, 1.7 MILE SOUTH OF ZUNI RIVER BRIDGE, 125 YDS NORTH OF WOODEN
 ER0165'CULVERT, AND 38 FEET EAST OF CENTER LINE OF HWY.  CONCRETE POST 8
 ER0165'INCHES HIGH.
 ER0165
 ER0165                          STATION RECOVERY (1974)
 ER0165
 ER0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ER0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1483 ***********************************************************************
 DV1483  DESIGNATION -  B 480
 DV1483  PID         -  DV1483
 DV1483  STATE/COUNTY-  AZ/LA PAZ
 DV1483  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1483
 DV1483                         *CURRENT SURVEY CONTROL
 DV1483  ___________________________________________________________________
 DV1483* NAD 83(1986)-  33 55 42.     (N)    113 32 31.     (W)     SCALED    
 DV1483* NAVD 88     -       708.260  (meters)    2323.68   (feet)  ADJUSTED  
 DV1483  ___________________________________________________________________
 DV1483  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV1483  DYNAMIC HT  -         707.421 (meters)    2320.93  (feet)  COMP
 DV1483  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 DV1483
 DV1483  VERT ORDER  -  FIRST     CLASS II
 DV1483
 DV1483.The horizontal coordinates were scaled from a topographic map and have
 DV1483.an estimated accuracy of +/- 6 seconds.
 DV1483
 DV1483.The orthometric height was determined by differential leveling
 DV1483.and adjusted in June 1991.
 DV1483
 DV1483.The geoid height was determined by GEOID03.
 DV1483
 DV1483.The dynamic height is computed by dividing the NAVD 88
 DV1483.geopotential number by the normal gravity value computed on the
 DV1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1483.degrees latitude (g = 980.6199 gals.).
 DV1483
 DV1483.The modeled gravity was interpolated from observed gravity values.
 DV1483
 DV1483;                    North         East    Units  Estimated Accuracy
 DV1483;SPC AZ W     -   324,740.      232,600.      MT  (+/- 180 meters Scaled)
 DV1483
 DV1483                          SUPERSEDED SURVEY CONTROL
 DV1483
 DV1483.No superseded survey control is available for this station.
 DV1483
 DV1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC650571(NAD 83)
 DV1483_MARKER: I = METAL ROD
 DV1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1483_SP_SET: STAINLESS STEEL ROD
 DV1483_STAMPING: B 480 1981
 DV1483_MARK LOGO: NGS   
 DV1483_PROJECTION: FLUSH
 DV1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1483+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2008
 DV1483_ROD/PIPE-DEPTH: 2.7  meters
 DV1483
 DV1483  HISTORY     - Date     Condition        Report By
 DV1483  HISTORY     - 1981     MONUMENTED       NGS
 DV1483  HISTORY     - 19990306 GOOD             USPSQD
 DV1483  HISTORY     - 20070210 GOOD             USPSQD
 DV1483  HISTORY     - 20080206 GOOD             CAP
 DV1483
 DV1483                          STATION DESCRIPTION
 DV1483
 DV1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1483'12.1 KM (7.55 MI) NORTH FROM WENDEN.
 DV1483'12.1 KM (7.55 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1483'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.1 KM (0.05 MI) SOUTH OF THE
 DV1483'SOUTH END OF A ROAD CURVE, SET IN THE NORTHEAST CORNER OF THE T
 DV1483'JUNCTION OF A DIRT ROAD LEADING EAST, 15.5 METERS (51.0 FT) EAST OF
 DV1483'THE CENTERLINE OF WENDEN-LAKE ALAMO ROAD, 18.0 METERS (59.0 FT) NORTH
 DV1483'OF THE CENTERLINE OF THE DIRT ROAD.
 DV1483'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 DV1483'THE MARK IS 0.3 M BELOW THE PAVED ROAD.
 DV1483
 DV1483                          STATION RECOVERY (1999)
 DV1483
 DV1483'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1483'RECOVERED IN GOOD CONDITION.
 DV1483
 DV1483                          STATION RECOVERY (2007)
 DV1483
 DV1483'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1483'RECOVERED AS DESCRIBED.
 DV1483
 DV1483                          STATION RECOVERY (2008)
 DV1483
 DV1483'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 DV1483'DESCRIPTION - ADDITIONAL
 DV1483'DIRT ROAD (SOUTH OF THE MONUMENT) AT THE T INTERSECTION WITH LAKE
 DV1483'ALAMO ROAD IS NAMED 77TH STREET
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0777 ***********************************************************************
 ET0777  DESIGNATION -  B 481
 ET0777  PID         -  ET0777
 ET0777  STATE/COUNTY-  AZ/MOHAVE
 ET0777  USGS QUAD   -  ALAMO DAM (1990)
 ET0777
 ET0777                         *CURRENT SURVEY CONTROL
 ET0777  ___________________________________________________________________
 ET0777* NAD 83(1986)-  34 14 02.     (N)    113 36 18.     (W)     SCALED    
 ET0777* NAVD 88     -       412.515  (meters)    1353.39   (feet)  ADJUSTED  
 ET0777  ___________________________________________________________________
 ET0777  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0777  DYNAMIC HT  -         412.059 (meters)    1351.90  (feet)  COMP
 ET0777  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 ET0777  OBS GRAVITY -     979,513.2   (mgal)                       GRAV_OBS
 ET0777
 ET0777  VERT ORDER  -  FIRST     CLASS II
 ET0777
 ET0777.The horizontal coordinates were scaled from a topographic map and have
 ET0777.an estimated accuracy of +/- 6 seconds.
 ET0777
 ET0777.The orthometric height was determined by differential leveling
 ET0777.and adjusted in June 1991.
 ET0777
 ET0777.The geoid height was determined by GEOID03.
 ET0777
 ET0777.The dynamic height is computed by dividing the NAVD 88
 ET0777.geopotential number by the normal gravity value computed on the
 ET0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0777.degrees latitude (g = 980.6199 gals.).
 ET0777
 ET0777.The modeled gravity was interpolated from observed gravity values.
 ET0777.The observed gravity was obtained from relative gravimeter ties
 ET0777.to the IGSN71 gravity network.
 ET0777
 ET0777;                    North         East    Units  Estimated Accuracy
 ET0777;SPC AZ W     -   358,620.      226,720.      MT  (+/- 180 meters Scaled)
 ET0777
 ET0777                          SUPERSEDED SURVEY CONTROL
 ET0777
 ET0777.No superseded survey control is available for this station.
 ET0777
 ET0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC600911(NAD 83)
 ET0777_MARKER: DB = BENCH MARK DISK
 ET0777_SETTING: 66 = SET IN ROCK OUTCROP
 ET0777_SP_SET: ROCK OUTCROP
 ET0777_STAMPING: B 481 1981
 ET0777_MARK LOGO: NGS   
 ET0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0777+STABILITY: POSITION/ELEVATION WELL
 ET0777
 ET0777  HISTORY     - Date     Condition        Report By
 ET0777  HISTORY     - 1981     MONUMENTED       NGS
 ET0777
 ET0777                          STATION DESCRIPTION
 ET0777
 ET0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0777'0.6 KM (0.4 MI) NORTH FROM ALAMO LAKE.
 ET0777'0.6 KM (0.4 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM THE
 ET0777'SOUTHEAST END OF THE DAM, AT THE TOP OF THE FIRST GRADE IN THE TRAIL,
 ET0777'AT THE EAST END OF A HAIRPIN CURVE, ON THE NORTH SHOULDER OF THE
 ET0777'TRAIL, SET IN TOP OF THE HIGHEST POINT OF A 3 X 3 FOOT ROCK OUTCROP
 ET0777'PROJECTING 1 FOOT, 1.4 METERS (4.6 FT) NORTH OF THE CENTERLINE OF THE
 ET0777'JEEP TRAIL, 27.9 METERS (93.0 FT) WEST OF THE INTERSECTION OF THE
 ET0777'CENTERLINES OF THE JEEP TRAIL AND AN ABANDONED GRADED ROAD LEADING
 ET0777'EAST, 14.0 METERS (46.0 FT) EAST OF THE WEST END OF A ROCK ROAD CUT,
 ET0777'THE MARK IS 3.0 METERS  S FROM A WITNESS POST.
 ET0777'THE MARK IS 0.3 M ABOVE THE JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0800 ***********************************************************************
 ET0800  DESIGNATION -  B 482
 ET0800  PID         -  ET0800
 ET0800  STATE/COUNTY-  AZ/MOHAVE
 ET0800  USGS QUAD   -  SIGNAL (1990)
 ET0800
 ET0800                         *CURRENT SURVEY CONTROL
 ET0800  ___________________________________________________________________
 ET0800* NAD 83(1986)-  34 23 35.     (N)    113 43 42.     (W)     SCALED    
 ET0800* NAVD 88     -       751.009  (meters)    2463.94   (feet)  ADJUSTED  
 ET0800  ___________________________________________________________________
 ET0800  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 ET0800  DYNAMIC HT  -         750.128 (meters)    2461.04  (feet)  COMP
 ET0800  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 ET0800  OBS GRAVITY -     979,437.1   (mgal)                       GRAV_OBS
 ET0800
 ET0800  VERT ORDER  -  FIRST     CLASS II
 ET0800
 ET0800.The horizontal coordinates were scaled from a topographic map and have
 ET0800.an estimated accuracy of +/- 6 seconds.
 ET0800
 ET0800.The orthometric height was determined by differential leveling
 ET0800.and adjusted in June 1991.
 ET0800
 ET0800.The geoid height was determined by GEOID03.
 ET0800
 ET0800.The dynamic height is computed by dividing the NAVD 88
 ET0800.geopotential number by the normal gravity value computed on the
 ET0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0800.degrees latitude (g = 980.6199 gals.).
 ET0800
 ET0800.The modeled gravity was interpolated from observed gravity values.
 ET0800.The observed gravity was obtained from relative gravimeter ties
 ET0800.to the IGSN71 gravity network.
 ET0800
 ET0800;                    North         East    Units  Estimated Accuracy
 ET0800;SPC AZ W     -   376,260.      215,350.      MT  (+/- 180 meters Scaled)
 ET0800
 ET0800                          SUPERSEDED SURVEY CONTROL
 ET0800
 ET0800.No superseded survey control is available for this station.
 ET0800
 ET0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD491091(NAD 83)
 ET0800_MARKER: I = METAL ROD
 ET0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0800_SP_SET: STAINLESS STEEL ROD
 ET0800_STAMPING: B 482 1981
 ET0800_MARK LOGO: NGS   
 ET0800_PROJECTION: FLUSH
 ET0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0800_ROD/PIPE-DEPTH: 0.75 meters
 ET0800
 ET0800  HISTORY     - Date     Condition        Report By
 ET0800  HISTORY     - 1981     MONUMENTED       NGS
 ET0800
 ET0800                          STATION DESCRIPTION
 ET0800
 ET0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0800'72.3 KM (44.95 MI) SE FROM YUCCA.
 ET0800'72.3 KM (44.95 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0800'INTERSTATE HIGHWAY 40 IN YUCCA, 0.55 KM (0.35 MI) SOUTHEAST OF THE
 ET0800'SUMMIT OF A ROAD GRADE IN A SADDLE, 0.1 KM (0.05 MI) SOUTHEAST OF A Y
 ET0800'JUNCTION OF THE NEW AND OLD ALAMO ROAD, ALSO 2.4 KM (1.5 MI) DUE NORTH
 ET0800'CROSS-COUNTRY FROM PLOTTS MOUNTAIN, 10.7 METERS (35.0 FT) SOUTHWEST OF
 ET0800'THE CENTERLINE OF THE ROAD.
 ET0800'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 ET0800'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0908 ***********************************************************************
 FS0908  DESIGNATION -  B 484
 FS0908  PID         -  FS0908
 FS0908  STATE/COUNTY-  AZ/MOHAVE
 FS0908  USGS QUAD   -  KINGMAN (1980)
 FS0908
 FS0908                         *CURRENT SURVEY CONTROL
 FS0908  ___________________________________________________________________
 FS0908* NAD 83(1986)-  35 11 16.     (N)    114 03 47.     (W)     SCALED    
 FS0908* NAVD 88     -      1011.146  (meters)    3317.40   (feet)  ADJUSTED  
 FS0908  ___________________________________________________________________
 FS0908  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0908  DYNAMIC HT  -        1009.959 (meters)    3313.51  (feet)  COMP
 FS0908  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 FS0908
 FS0908  VERT ORDER  -  FIRST     CLASS II
 FS0908
 FS0908.The horizontal coordinates were scaled from a topographic map and have
 FS0908.an estimated accuracy of +/- 6 seconds.
 FS0908
 FS0908.The orthometric height was determined by differential leveling
 FS0908.and adjusted in June 1991.
 FS0908
 FS0908.The geoid height was determined by GEOID03.
 FS0908
 FS0908.The dynamic height is computed by dividing the NAVD 88
 FS0908.geopotential number by the normal gravity value computed on the
 FS0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0908.degrees latitude (g = 980.6199 gals.).
 FS0908
 FS0908.The modeled gravity was interpolated from observed gravity values.
 FS0908
 FS0908;                    North         East    Units  Estimated Accuracy
 FS0908;SPC AZ W     -   464,470.      184,850.      MT  (+/- 180 meters Scaled)
 FS0908
 FS0908                          SUPERSEDED SURVEY CONTROL
 FS0908
 FS0908.No superseded survey control is available for this station.
 FS0908
 FS0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU674978(NAD 83)
 FS0908_MARKER: DB = BENCH MARK DISK
 FS0908_SETTING: 66 = SET IN ROCK OUTCROP
 FS0908_SP_SET: ROCK OUTCROP
 FS0908_STAMPING: B 484 1981
 FS0908_MARK LOGO: NGS   
 FS0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0908+STABILITY: POSITION/ELEVATION WELL
 FS0908
 FS0908  HISTORY     - Date     Condition        Report By
 FS0908  HISTORY     - UNK      MONUMENTED
 FS0908  HISTORY     - 1982     GOOD             NGS
 FS0908  HISTORY     - 1982     GOOD             NGS
 FS0908
 FS0908                          STATION DESCRIPTION
 FS0908
 FS0908'DESCRIBED UNK
 FS0908'1.3 KM (0.8 MI) SOUTH FROM KINGMAN.
 FS0908'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0908'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 0.5 KM (0.3 MI) SOUTH
 FS0908'ALONG OLD US HIGHWAY 66, 0.05 MI NORTH OF A RAVINE WITH A BOX CULVERT,
 FS0908'IN TOP OF A MASSIVE OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND,
 FS0908'15.8 METERS (52 FT) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 17.7
 FS0908'METERS (58 FT) NORTH OF THE HIGHEST POINT OF THE OUTCROP.
 FS0908'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FS0908'THE MARK IS 1.5 M ABOVE THE OLD HIGHWAY.
 FS0908
 FS0908                          STATION RECOVERY (1982)
 FS0908
 FS0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0908'RECOVERED IN GOOD CONDITION.
 FS0908
 FS0908                          STATION RECOVERY (1982)
 FS0908
 FS0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0775 ***********************************************************************
 EU0775  DESIGNATION -  B 485
 EU0775  PID         -  EU0775
 EU0775  STATE/COUNTY-  AZ/MOHAVE
 EU0775  USGS QUAD   -  FRANCONIA (1970)
 EU0775
 EU0775                         *CURRENT SURVEY CONTROL
 EU0775  ___________________________________________________________________
 EU0775* NAD 83(1986)-  34 43 53.     (N)    114 16 22.     (W)     SCALED    
 EU0775* NAVD 88     -       339.921  (meters)    1115.22   (feet)  ADJUSTED  
 EU0775  ___________________________________________________________________
 EU0775  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EU0775  DYNAMIC HT  -         339.556 (meters)    1114.03  (feet)  COMP
 EU0775  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 EU0775
 EU0775  VERT ORDER  -  FIRST     CLASS II
 EU0775
 EU0775.The horizontal coordinates were scaled from a topographic map and have
 EU0775.an estimated accuracy of +/- 6 seconds.
 EU0775
 EU0775.The orthometric height was determined by differential leveling
 EU0775.and adjusted in June 1991.
 EU0775
 EU0775.The geoid height was determined by GEOID03.
 EU0775
 EU0775.The dynamic height is computed by dividing the NAVD 88
 EU0775.geopotential number by the normal gravity value computed on the
 EU0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0775.degrees latitude (g = 980.6199 gals.).
 EU0775
 EU0775.The modeled gravity was interpolated from observed gravity values.
 EU0775
 EU0775;                    North         East    Units  Estimated Accuracy
 EU0775;SPC AZ W     -   413,920.      165,480.      MT  (+/- 180 meters Scaled)
 EU0775
 EU0775                          SUPERSEDED SURVEY CONTROL
 EU0775
 EU0775.No superseded survey control is available for this station.
 EU0775
 EU0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU497466(NAD 83)
 EU0775_MARKER: DB = BENCH MARK DISK
 EU0775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0775_SP_SET: HEADWALL
 EU0775_STAMPING: B 485 1981
 EU0775_MARK LOGO: NGS   
 EU0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0775+STABILITY: SURFACE MOTION
 EU0775
 EU0775  HISTORY     - Date     Condition        Report By
 EU0775  HISTORY     - 1981     MONUMENTED       NGS
 EU0775
 EU0775                          STATION DESCRIPTION
 EU0775
 EU0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0775'19.6 KM (12.2 MI) NE FROM TOPOCK.
 EU0775'19.6 KM (12.2 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0775'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN TOP OF THE EAST END OF
 EU0775'THE SOUTH HEADWALL OF A CULVERT UNDER THE WEST BOUND TRAFFIC LANES,
 EU0775'13.2 METERS (43.5 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0775'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0918 ***********************************************************************
 FS0918  DESIGNATION -  B 486
 FS0918  PID         -  FS0918
 FS0918  STATE/COUNTY-  AZ/MOHAVE
 FS0918  USGS QUAD   -  KINGMAN (1980)
 FS0918
 FS0918                         *CURRENT SURVEY CONTROL
 FS0918  ___________________________________________________________________
 FS0918* NAD 83(1986)-  35 12 38.     (N)    114 06 28.     (W)     SCALED    
 FS0918* NAVD 88     -      1128.010  (meters)    3700.81   (feet)  ADJUSTED  
 FS0918  ___________________________________________________________________
 FS0918  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS0918  DYNAMIC HT  -        1126.675 (meters)    3696.43  (feet)  COMP
 FS0918  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 FS0918
 FS0918  VERT ORDER  -  FIRST     CLASS II
 FS0918
 FS0918.The horizontal coordinates were scaled from a topographic map and have
 FS0918.an estimated accuracy of +/- 6 seconds.
 FS0918
 FS0918.The orthometric height was determined by differential leveling
 FS0918.and adjusted in June 1991.
 FS0918
 FS0918.The geoid height was determined by GEOID03.
 FS0918
 FS0918.The dynamic height is computed by dividing the NAVD 88
 FS0918.geopotential number by the normal gravity value computed on the
 FS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0918.degrees latitude (g = 980.6199 gals.).
 FS0918
 FS0918.The modeled gravity was interpolated from observed gravity values.
 FS0918
 FS0918;                    North         East    Units  Estimated Accuracy
 FS0918;SPC AZ W     -   467,010.      180,790.      MT  (+/- 180 meters Scaled)
 FS0918
 FS0918                          SUPERSEDED SURVEY CONTROL
 FS0918
 FS0918.No superseded survey control is available for this station.
 FS0918
 FS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV632002(NAD 83)
 FS0918_MARKER: DB = BENCH MARK DISK
 FS0918_SETTING: 66 = SET IN ROCK OUTCROP
 FS0918_SP_SET: ROCK OUTCROP
 FS0918_STAMPING: B 486 1982
 FS0918_MARK LOGO: NGS   
 FS0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0918+STABILITY: POSITION/ELEVATION WELL
 FS0918
 FS0918  HISTORY     - Date     Condition        Report By
 FS0918  HISTORY     - 1982     MONUMENTED       NGS
 FS0918
 FS0918                          STATION DESCRIPTION
 FS0918
 FS0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0918'4.8 KM (3.0 MI) NW FROM KINGMAN.
 FS0918'4.8 KM (3.0 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0918'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF A 4 BY 6 FOOT VOLCANIC
 FS0918'OUTCROP, BETWEEN THE HIGHWAY AND THE OLD HIGHWAY GRADE, 30.4 METERS
 FS0918'(100 FT) NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST END OF
 FS0918'A GUARDRAIL, 23.7 METERS (78 FT) NORTHEAST OF THE CENTERLINE OF THE
 FS0918'HIGHWAY, 7.3 METERS (24 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD
 FS0918'HIGHWAY, 7.6 METERS (25 FT) SOUTHWEST OF A FENCE, 3 FEET BELOW THE
 FS0918'LEVEL OF THE OLD HIGHWAY.
 FS0918'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FS0918'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0702 ***********************************************************************
 FR0702  DESIGNATION -  B 487
 FR0702  PID         -  FR0702
 FR0702  STATE/COUNTY-  AZ/MOHAVE
 FR0702  USGS QUAD   -  VALENTINE (1980)
 FR0702
 FR0702                         *CURRENT SURVEY CONTROL
 FR0702  ___________________________________________________________________
 FR0702* NAD 83(1986)-  35 24 39.     (N)    113 38 53.     (W)     SCALED    
 FR0702* NAVD 88     -      1197.646  (meters)    3929.28   (feet)  ADJUSTED  
 FR0702  ___________________________________________________________________
 FR0702  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FR0702  DYNAMIC HT  -        1196.181 (meters)    3924.47  (feet)  COMP
 FR0702  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 FR0702
 FR0702  VERT ORDER  -  FIRST     CLASS II
 FR0702
 FR0702.The horizontal coordinates were scaled from a topographic map and have
 FR0702.an estimated accuracy of +/- 6 seconds.
 FR0702
 FR0702.The orthometric height was determined by differential leveling
 FR0702.and adjusted in June 1991.
 FR0702
 FR0702.The geoid height was determined by GEOID03.
 FR0702
 FR0702.The dynamic height is computed by dividing the NAVD 88
 FR0702.geopotential number by the normal gravity value computed on the
 FR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0702.degrees latitude (g = 980.6199 gals.).
 FR0702
 FR0702.The modeled gravity was interpolated from observed gravity values.
 FR0702
 FR0702;                    North         East    Units  Estimated Accuracy
 FR0702;SPC AZ W     -   489,170.      222,620.      MT  (+/- 180 meters Scaled)
 FR0702
 FR0702                          SUPERSEDED SURVEY CONTROL
 FR0702
 FR0702.No superseded survey control is available for this station.
 FR0702
 FR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE595218(NAD 83)
 FR0702_MARKER: DB = BENCH MARK DISK
 FR0702_SETTING: 66 = SET IN ROCK OUTCROP
 FR0702_SP_SET: ROCK OUTCROP
 FR0702_STAMPING: B 487 1982
 FR0702_MARK LOGO: NGS   
 FR0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0702+STABILITY: POSITION/ELEVATION WELL
 FR0702
 FR0702  HISTORY     - Date     Condition        Report By
 FR0702  HISTORY     - 1982     MONUMENTED       NGS
 FR0702
 FR0702                          STATION DESCRIPTION
 FR0702
 FR0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0702'26.6 KM (16.5 MI) SW FROM PEACH SPRINGS.
 FR0702'26.6 KM (16.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0702'OFFICE AT PEACH SPRINGS, 0.16 KM (0.1 MILE) NORTHEAST OF MILEPOST 87,
 FR0702'36.5 METERS (120.0 FEET) SOUTHWEST OF THE SOUTHWEST END OF A HIGH CUT
 FR0702'BANK, 13.4 METERS (44.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 FR0702'HIGHWAY, 9.1 METERS (30.0 FEET) NORTHEAST OF THE NORTHEAST END OF A
 FR0702'LOW HIGHWAY CUT, 5.4 METERS (18.0 FEET) SOUTHEAST OF A FENCE, 1.8
 FR0702'METERS (6.0 FEET) NORTH OF A POINT DIRECTLY UNDER A POWER LINE, IN TOP
 FR0702'OF THE LOWER PORTION OF A SLANTING MASSIVE GARNITE OUTCROP.
 FR0702'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FR0702'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0729 ***********************************************************************
 FR0729  DESIGNATION -  B 488
 FR0729  PID         -  FR0729
 FR0729  STATE/COUNTY-  AZ/MOHAVE
 FR0729  USGS QUAD   -  NELSON (1967)
 FR0729
 FR0729                         *CURRENT SURVEY CONTROL
 FR0729  ___________________________________________________________________
 FR0729* NAD 83(1986)-  35 33 09.     (N)    113 20 44.     (W)     SCALED    
 FR0729* NAVD 88     -      1588.650  (meters)    5212.10   (feet)  ADJUSTED  
 FR0729  ___________________________________________________________________
 FR0729  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 FR0729  DYNAMIC HT  -        1586.618 (meters)    5205.43  (feet)  COMP
 FR0729  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 FR0729
 FR0729  VERT ORDER  -  FIRST     CLASS II
 FR0729
 FR0729.The horizontal coordinates were scaled from a topographic map and have
 FR0729.an estimated accuracy of +/- 6 seconds.
 FR0729
 FR0729.The orthometric height was determined by differential leveling
 FR0729.and adjusted in June 1991.
 FR0729
 FR0729.The geoid height was determined by GEOID03.
 FR0729
 FR0729.The dynamic height is computed by dividing the NAVD 88
 FR0729.geopotential number by the normal gravity value computed on the
 FR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0729.degrees latitude (g = 980.6199 gals.).
 FR0729
 FR0729.The modeled gravity was interpolated from observed gravity values.
 FR0729
 FR0729;                    North         East    Units  Estimated Accuracy
 FR0729;SPC AZ W     -   504,960.      250,030.      MT  (+/- 180 meters Scaled)
 FR0729
 FR0729                          SUPERSEDED SURVEY CONTROL
 FR0729
 FR0729.No superseded survey control is available for this station.
 FR0729
 FR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE873368(NAD 83)
 FR0729_MARKER: DB = BENCH MARK DISK
 FR0729_SETTING: 66 = SET IN ROCK OUTCROP
 FR0729_SP_SET: ROCK OUTCROP
 FR0729_STAMPING: B 488 1982
 FR0729_MARK LOGO: NGS   
 FR0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0729+STABILITY: POSITION/ELEVATION WELL
 FR0729
 FR0729  HISTORY     - Date     Condition        Report By
 FR0729  HISTORY     - 1982     MONUMENTED       NGS
 FR0729
 FR0729                          STATION DESCRIPTION
 FR0729
 FR0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0729'11.1 KM (6.9 MI) EAST FROM PEACH SPRINGS.
 FR0729'11.1 KM (6.9 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0729'PEACH SPRINGS, 1.0 KM (0.65 MI) WEST OF THE MOHAVE-COCONINO COUNTY
 FR0729'LINE, 0.6 KM (0.4 MI) WEST OF MILEPOST 109, 0.2 KM (0.1 MI) SOUTHEAST
 FR0729'OF A 45 DEGREE ANGLE IN A POWER POLE LINE, IN TOP OF A MASSIVE
 FR0729'LIMESTONE OUTCROP PROJECTING 2 FEET ABOVE THE GROUND AND AT THE EAST
 FR0729'END OF A HIGHWAY CUT, 20.7 METERS (68 FT) NORTH OF A FENCE, 14.3
 FR0729'METERS (47 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21.3 METERS (70
 FR0729'FT) WEST OF THE EAST END OF A HIGHWAY CUT.
 FR0729'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 FR0729'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0763 ***********************************************************************
 FR0763  DESIGNATION -  B 489
 FR0763  PID         -  FR0763
 FR0763  STATE/COUNTY-  AZ/YAVAPAI
 FR0763  USGS QUAD   -  ASH FORK (1979)
 FR0763
 FR0763                         *CURRENT SURVEY CONTROL
 FR0763  ___________________________________________________________________
 FR0763* NAD 83(1986)-  35 13 09.     (N)    112 28 25.     (W)     SCALED    
 FR0763* NAVD 88     -      1572.206  (meters)    5158.15   (feet)  ADJUSTED  
 FR0763  ___________________________________________________________________
 FR0763  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 FR0763  DYNAMIC HT  -        1570.137 (meters)    5151.36  (feet)  COMP
 FR0763  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 FR0763
 FR0763  VERT ORDER  -  FIRST     CLASS II
 FR0763
 FR0763.The horizontal coordinates were scaled from a topographic map and have
 FR0763.an estimated accuracy of +/- 6 seconds.
 FR0763
 FR0763.The orthometric height was determined by differential leveling
 FR0763.and adjusted in June 1991.
 FR0763
 FR0763.The geoid height was determined by GEOID03.
 FR0763
 FR0763.The dynamic height is computed by dividing the NAVD 88
 FR0763.geopotential number by the normal gravity value computed on the
 FR0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0763.degrees latitude (g = 980.6199 gals.).
 FR0763
 FR0763.The modeled gravity was interpolated from observed gravity values.
 FR0763
 FR0763;                    North         East    Units  Estimated Accuracy
 FR0763;SPC AZ C     -   468,030.      162,660.      MT  (+/- 180 meters Scaled)
 FR0763
 FR0763                          SUPERSEDED SURVEY CONTROL
 FR0763
 FR0763.No superseded survey control is available for this station.
 FR0763
 FR0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD658983(NAD 83)
 FR0763_MARKER: DB = BENCH MARK DISK
 FR0763_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FR0763_SP_SET: GUARDRAIL
 FR0763_STAMPING: B 489 1982
 FR0763_MARK LOGO: NGS   
 FR0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0763
 FR0763  HISTORY     - Date     Condition        Report By
 FR0763  HISTORY     - 1982     MONUMENTED       NGS
 FR0763
 FR0763                          STATION DESCRIPTION
 FR0763
 FR0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0763'IN ASH FORK.
 FR0763'AT INTERSTATE HIGHWAY 40 EAST BOUND TRAFFIC LANES BRIDGE OVER US
 FR0763'HIGHWAY 89 IN ASH FORK, IN TOP OF THE SOUTH GUARD RAIL, 0.9 METER (3
 FR0763'FT) WEST OF THE EAST END, 36.5 METERS (120 FT) EAST OF THE CENTERLINE
 FR0763'OF US HIGHWAY 89, 7.3 METERS (24 FT) SOUTH OF THE CENTERLINE OF THE
 FR0763'EAST BOUND LANES.
 FR0763'THE MARK IS 1 M ABOVE I-40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0041 ***********************************************************************
 GP0041  DESIGNATION -  B 49
 GP0041  PID         -  GP0041
 GP0041  STATE/COUNTY-  AZ/NAVAJO
 GP0041  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0041
 GP0041                         *CURRENT SURVEY CONTROL
 GP0041  ___________________________________________________________________
 GP0041* NAD 83(1986)-  36 36 36.     (N)    110 28 24.     (W)     SCALED    
 GP0041* NAVD 88     -      1930.149  (meters)    6332.50   (feet)  ADJUSTED  
 GP0041  ___________________________________________________________________
 GP0041  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 GP0041  DYNAMIC HT  -        1927.736 (meters)    6324.58  (feet)  COMP
 GP0041  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 GP0041
 GP0041  VERT ORDER  -  FIRST     CLASS II
 GP0041
 GP0041.The horizontal coordinates were scaled from a topographic map and have
 GP0041.an estimated accuracy of +/- 6 seconds.
 GP0041
 GP0041.The orthometric height was determined by differential leveling
 GP0041.and adjusted in June 1991.
 GP0041
 GP0041.The geoid height was determined by GEOID03.
 GP0041
 GP0041.The dynamic height is computed by dividing the NAVD 88
 GP0041.geopotential number by the normal gravity value computed on the
 GP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0041.degrees latitude (g = 980.6199 gals.).
 GP0041
 GP0041.The modeled gravity was interpolated from observed gravity values.
 GP0041
 GP0041;                    North         East    Units  Estimated Accuracy
 GP0041;SPC AZ E     -   622,240.      185,930.      MT  (+/- 180 meters Scaled)
 GP0041
 GP0041                          SUPERSEDED SURVEY CONTROL
 GP0041
 GP0041.No superseded survey control is available for this station.
 GP0041
 GP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF470517(NAD 83)
 GP0041_MARKER: DB = BENCH MARK DISK
 GP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0041_STAMPING: B-49 1934
 GP0041_MARK LOGO: CGS   
 GP0041_PROJECTION: PROJECTING 30 CENTIMETERS
 GP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0041+STABILITY: SURFACE MOTION
 GP0041
 GP0041  HISTORY     - Date     Condition        Report By
 GP0041  HISTORY     - 1934     MONUMENTED       CGS
 GP0041  HISTORY     - 1983     GOOD             NGS
 GP0041
 GP0041                          STATION DESCRIPTION
 GP0041
 GP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0041'15.6 MI SW FROM KAYENTA.
 GP0041'15.6 MILES SOUTH WEST OF, ALONG TUBA CITY ROAD.  AT ROAD FORK TO
 GP0041'SHONTO.  47 FT. WEST OF CENTER LINE OF TUBA CITY ROAD.  34 FT. WEST OF
 GP0041'TELEPHONE LINE.  40 FT. SOUTH EAST OF CENTER LINE OF ROAD TO SHONTO.
 GP0041
 GP0041                          STATION RECOVERY (1983)
 GP0041
 GP0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0041'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.8 KM
 GP0041'(14.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0041'U.S. HIGHWAY 163 IN KAYENTA, 6.8 KM (4.2 MI) NORTHEAST OF STATE
 GP0041'HIGHWAY 564, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 379, 60.4 METERS
 GP0041'(198.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 30.8 METERS
 GP0041'(101.0 FT) WEST OF A FENCE, AND 10.2 METERS (33.5 FT) SOUTHWEST OF A
 GP0041'UTILITY POLE.  NOTE=THIS MARK WAS REPORTED DESTROYED IN 1965- BY THE
 GP0041'UNIVERSITY OF UTAH.
 GP0041'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GP0041'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0789 ***********************************************************************
 FR0789  DESIGNATION -  B 490
 FR0789  PID         -  FR0789
 FR0789  STATE/COUNTY-  AZ/COCONINO
 FR0789  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0789
 FR0789                         *CURRENT SURVEY CONTROL
 FR0789  ___________________________________________________________________
 FR0789* NAD 83(2007)-  35 15 47.94275(N)    112 01 21.80356(W)     ADJUSTED  
 FR0789* NAVD 88     -      2136.194  (meters)    7008.50   (feet)  ADJUSTED  
 FR0789  ___________________________________________________________________
 FR0789  EPOCH DATE  -        2007.00
 FR0789  X           -  -1,955,618.734 (meters)                     COMP
 FR0789  Y           -  -4,834,804.752 (meters)                     COMP
 FR0789  Z           -   3,662,978.170 (meters)                     COMP
 FR0789  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FR0789  ELLIP HEIGHT-        2112.772 (meters)          (02/10/07) ADJUSTED
 FR0789  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FR0789  DYNAMIC HT  -        2133.166 (meters)    6998.56  (feet)  COMP
 FR0789
 FR0789  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0789  Type    PID    Designation                      North   East  Ellip
 FR0789  -------------------------------------------------------------------
 FR0789  NETWORK FR0789 B 490                             0.61   0.47   1.23
 FR0789  -------------------------------------------------------------------
 FR0789  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 FR0789
 FR0789  VERT ORDER  -  FIRST     CLASS II
 FR0789
 FR0789.The horizontal coordinates were established by GPS observations
 FR0789.and adjusted by the National Geodetic Survey in February 2007.
 FR0789
 FR0789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0789.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0789.The horizontal coordinates are valid at the epoch date displayed above.
 FR0789.The epoch date for horizontal control is a decimal equivalence
 FR0789.of Year/Month/Day.
 FR0789
 FR0789.The orthometric height was determined by differential leveling
 FR0789.and adjusted in June 1991.
 FR0789
 FR0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0789
 FR0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0789
 FR0789.The ellipsoidal height was determined by GPS observations
 FR0789.and is referenced to NAD 83.
 FR0789
 FR0789.The geoid height was determined by GEOID03.
 FR0789
 FR0789.The dynamic height is computed by dividing the NAVD 88
 FR0789.geopotential number by the normal gravity value computed on the
 FR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0789.degrees latitude (g = 980.6199 gals.).
 FR0789
 FR0789.The modeled gravity was interpolated from observed gravity values.
 FR0789
 FR0789;                    North         East     Units Scale Factor Converg.
 FR0789;SPC AZ C     -   472,789.674   203,710.373   MT  0.99990115   -0 03 40.4
 FR0789;SPC AZ C     - 1,551,147.22    668,341.12   iFT  0.99990115   -0 03 40.4
 FR0789;UTM  12      - 3,902,723.970   406,973.107   MT  0.99970665   -0 35 25.8
 FR0789
 FR0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0789!SPC AZ C     -   0.99966848  x   0.99990115  =   0.99956967
 FR0789!UTM  12      -   0.99966848  x   0.99970665  =   0.99937523
 FR0789
 FR0789                          SUPERSEDED SURVEY CONTROL
 FR0789
 FR0789  NAD 83(1992)-  35 15 47.94252(N)    112 01 21.80296(W) AD(       ) B
 FR0789  ELLIP H (08/22/05) 2112.778  (m)                       GP(       ) 3 1
 FR0789  NAVD 88 (08/22/05) 2136.19   (m)         7008.5    (f) LEVELING    3  
 FR0789
 FR0789.Superseded values are not recommended for survey control.
 FR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0789.See file dsdata.txt to determine how the superseded data were derived.
 FR0789
 FR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0697302724(NAD 83)
 FR0789_MARKER: DB = BENCH MARK DISK
 FR0789_SETTING: 66 = SET IN ROCK OUTCROP
 FR0789_SP_SET: ROCK OUTCROP
 FR0789_STAMPING: B 490 1982
 FR0789_MARK LOGO: NGS   
 FR0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0789+STABILITY: POSITION/ELEVATION WELL
 FR0789
 FR0789  HISTORY     - Date     Condition        Report By
 FR0789  HISTORY     - 1982     MONUMENTED       NGS
 FR0789
 FR0789                          STATION DESCRIPTION
 FR0789
 FR0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0789'16.6 KM (10.4 MI) EAST FROM WILLIAMS.
 FR0789'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0789'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FR0789'ALONG INTERSTATE HIGHWAY 40, THENCE 3.0 KM (1.9 MI) EAST ALONG PARKS
 FR0789'ROAD, NEAR THE TOP OF THE OLD HIGHWAY GRADE, PARKS ROAD NOW, IN TOP A
 FR0789'VOLCANIC OUTCROP PROJECTING 1 FOOT FROM THE RED VOLCANIC CINDER CUT,
 FR0789'41.1 METERS (135 FT) WEST OF THE EAST END OF OF A HIGHWAY CUT AND A
 FR0789'CORRAL, 13.7 METERS (45 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.9
 FR0789'METERS (26 FT) NORTH OF AND 10 FEET LOWER THAN A FENCE.
 FR0789'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0789'THE MARK IS 2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0398 ***********************************************************************
 FQ0398  DESIGNATION -  B 491
 FQ0398  PID         -  FQ0398
 FQ0398  STATE/COUNTY-  AZ/COCONINO
 FQ0398  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0398
 FQ0398                         *CURRENT SURVEY CONTROL
 FQ0398  ___________________________________________________________________
 FQ0398* NAD 83(1986)-  35 05 54.     (N)    111 43 58.     (W)     SCALED    
 FQ0398* NAVD 88     -      2085.990  (meters)    6843.79   (feet)  ADJUSTED  
 FQ0398  ___________________________________________________________________
 FQ0398  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FQ0398  DYNAMIC HT  -        2083.072 (meters)    6834.21  (feet)  COMP
 FQ0398  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 FQ0398
 FQ0398  VERT ORDER  -  FIRST     CLASS II
 FQ0398
 FQ0398.The horizontal coordinates were scaled from a topographic map and have
 FQ0398.an estimated accuracy of +/- 6 seconds.
 FQ0398
 FQ0398.The orthometric height was determined by differential leveling
 FQ0398.and adjusted in June 1991.
 FQ0398
 FQ0398.The geoid height was determined by GEOID03.
 FQ0398
 FQ0398.The dynamic height is computed by dividing the NAVD 88
 FQ0398.geopotential number by the normal gravity value computed on the
 FQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0398.degrees latitude (g = 980.6199 gals.).
 FQ0398
 FQ0398.The modeled gravity was interpolated from observed gravity values.
 FQ0398
 FQ0398;                    North         East    Units  Estimated Accuracy
 FQ0398;SPC AZ C     -   454,500.      230,130.      MT  (+/- 180 meters Scaled)
 FQ0398
 FQ0398                          SUPERSEDED SURVEY CONTROL
 FQ0398
 FQ0398.No superseded survey control is available for this station.
 FQ0398
 FQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD332841(NAD 83)
 FQ0398_MARKER: DB = BENCH MARK DISK
 FQ0398_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0398_SP_SET: ROCK OUTCROP
 FQ0398_STAMPING: B 491 1982
 FQ0398_MARK LOGO: NGS   
 FQ0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0398+STABILITY: POSITION/ELEVATION WELL
 FQ0398
 FQ0398  HISTORY     - Date     Condition        Report By
 FQ0398  HISTORY     - 1982     MONUMENTED       NGS
 FQ0398
 FQ0398                          STATION DESCRIPTION
 FQ0398
 FQ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0398'10.9 KM (6.8 MI) SW FROM FLAGSTAFF.
 FQ0398'10.9 KM (6.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0398'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.3 KM (0.2
 FQ0398'MI) SOUTHWEST OF MILE POST 395, IN TOP OF THE SOUTH END OF A MASSIVE
 FQ0398'OUTCROP CUT, 6.0 METERS (20.0 FT) EAST OF THE HIGHWAY CENTERLINE, 9.1
 FQ0398'METERS (30.0 FT) EAST OF A GUARD RAIL, 9.1 METERS (30.0 FT) WEST OF
 FQ0398'THE RIGHT OF WAY FENCE, 4.5 METERS (15.0 FT) NORTH OF THE SOUTH END OF
 FQ0398'THE CUT.
 FQ0398'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0398'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0449 ***********************************************************************
 FQ0449  DESIGNATION -  B 492
 FQ0449  PID         -  FQ0449
 FQ0449  STATE/COUNTY-  AZ/COCONINO
 FQ0449  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0449
 FQ0449                         *CURRENT SURVEY CONTROL
 FQ0449  ___________________________________________________________________
 FQ0449* NAD 83(1986)-  35 12 32.     (N)    111 38 34.     (W)     SCALED    
 FQ0449* NAVD 88     -      2138.685  (meters)    7016.67   (feet)  ADJUSTED  
 FQ0449  ___________________________________________________________________
 FQ0449  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0449  DYNAMIC HT  -        2135.639 (meters)    7006.68  (feet)  COMP
 FQ0449  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 FQ0449
 FQ0449  VERT ORDER  -  FIRST     CLASS II
 FQ0449
 FQ0449.The horizontal coordinates were scaled from a topographic map and have
 FQ0449.an estimated accuracy of +/- 6 seconds.
 FQ0449
 FQ0449.The orthometric height was determined by differential leveling
 FQ0449.and adjusted in June 1991.
 FQ0449
 FQ0449.The geoid height was determined by GEOID03.
 FQ0449
 FQ0449.The dynamic height is computed by dividing the NAVD 88
 FQ0449.geopotential number by the normal gravity value computed on the
 FQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0449.degrees latitude (g = 980.6199 gals.).
 FQ0449
 FQ0449.The modeled gravity was interpolated from observed gravity values.
 FQ0449
 FQ0449;                    North         East    Units  Estimated Accuracy
 FQ0449;SPC AZ C     -   466,780.      238,300.      MT  (+/- 180 meters Scaled)
 FQ0449
 FQ0449                          SUPERSEDED SURVEY CONTROL
 FQ0449
 FQ0449.No superseded survey control is available for this station.
 FQ0449
 FQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD414963(NAD 83)
 FQ0449_MARKER: DB = BENCH MARK DISK
 FQ0449_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0449_SP_SET: ROCK OUTCROP
 FQ0449_STAMPING: B 492 1982
 FQ0449_MARK LOGO: NGS   
 FQ0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0449+STABILITY: POSITION/ELEVATION WELL
 FQ0449
 FQ0449  HISTORY     - Date     Condition        Report By
 FQ0449  HISTORY     - 1982     MONUMENTED       NGS
 FQ0449  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 FQ0449
 FQ0449                          STATION DESCRIPTION
 FQ0449
 FQ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0449'5.1 KM (3.2 MI) NORTH FROM FLAGSTAFF.
 FQ0449'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0449'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.4 KM (0.9 MI)
 FQ0449'NORTH ALONG SAN FRANCISCO STREET, IN TOP OF A PORTION OF MASSIVE
 FQ0449'OUTCROP AT THE EAST EDGE OF A CHAIN LINK FENCE AROUND A FOREST SERVICE
 FQ0449'YARD, 10.9 METERS (36 FT) WEST OF THE CENTER OF SAN FRANCISCO STREET,
 FQ0449'21.3 METERS (70 FT) NORTH OF THE NORTH END OF A GATE, 4.5 METERS (15
 FQ0449'FT) SOUTHWEST OF A CABLE POLE, 0.9 METER (3 FT) EAST OF A FENCE.
 FQ0449'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0449'THE MARK IS 1.0 M ABOVE THE STREET.
 FQ0449
 FQ0449                          STATION RECOVERY (2006)
 FQ0449
 FQ0449'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 FQ0449'USED DOUBLE-CHECKED ODOMETER AND PACING TO COME REASONABLY CLOSE TO
 FQ0449'1.4 KILOMETERS NORTH
 FQ0449'OF US 89 ON SAN FRANCISCO STREET. FOUND CONSTRUCTION AND ROAD WIDENING
 FQ0449'TO HAVE EITHER
 FQ0449'COVERED OR REMOVED THE MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0658 ***********************************************************************
 ES0658  DESIGNATION -  B 493
 ES0658  PID         -  ES0658
 ES0658  STATE/COUNTY-  AZ/YAVAPAI
 ES0658  USGS QUAD   -  SEDONA (1969)
 ES0658
 ES0658                         *CURRENT SURVEY CONTROL
 ES0658  ___________________________________________________________________
 ES0658* NAD 83(1986)-  34 50 40.     (N)    111 50 56.     (W)     SCALED    
 ES0658* NAVD 88     -      1274.143  (meters)    4180.25   (feet)  ADJUSTED  
 ES0658  ___________________________________________________________________
 ES0658  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ES0658  DYNAMIC HT  -        1272.498 (meters)    4174.85  (feet)  COMP
 ES0658  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 ES0658
 ES0658  VERT ORDER  -  FIRST     CLASS II
 ES0658
 ES0658.The horizontal coordinates were scaled from a topographic map and have
 ES0658.an estimated accuracy of +/- 6 seconds.
 ES0658
 ES0658.The orthometric height was determined by differential leveling
 ES0658.and adjusted in June 1991.
 ES0658
 ES0658.The geoid height was determined by GEOID03.
 ES0658
 ES0658.The dynamic height is computed by dividing the NAVD 88
 ES0658.geopotential number by the normal gravity value computed on the
 ES0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0658.degrees latitude (g = 980.6199 gals.).
 ES0658
 ES0658.The modeled gravity was interpolated from observed gravity values.
 ES0658
 ES0658;                    North         East    Units  Estimated Accuracy
 ES0658;SPC AZ C     -   426,320.      219,560.      MT  (+/- 180 meters Scaled)
 ES0658
 ES0658                          SUPERSEDED SURVEY CONTROL
 ES0658
 ES0658.No superseded survey control is available for this station.
 ES0658
 ES0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD223561(NAD 83)
 ES0658_MARKER: DB = BENCH MARK DISK
 ES0658_SETTING: 66 = SET IN ROCK OUTCROP
 ES0658_SP_SET: ROCK OUTCROP
 ES0658_STAMPING: B 493 1982
 ES0658_MARK LOGO: NGS   
 ES0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0658+STABILITY: POSITION/ELEVATION WELL
 ES0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0658+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2008
 ES0658
 ES0658  HISTORY     - Date     Condition        Report By
 ES0658  HISTORY     - 1982     MONUMENTED       NGS
 ES0658  HISTORY     - 19950712 GOOD             USPSQD
 ES0658  HISTORY     - 20030610 GOOD             NGS
 ES0658  HISTORY     - 20070826 GOOD             INDIV
 ES0658  HISTORY     - 20080913 GOOD             INDIV
 ES0658
 ES0658                          STATION DESCRIPTION
 ES0658
 ES0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0658'8.7 KM (5.4 MI) SW FROM SEDONA.
 ES0658'8.7 KM (5.4 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0658'OFFICE IN SEDONA, IN TOP OF A MASSIVE SANDSTONE OUTCROP AT THE T
 ES0658'JUNCTION OF RED ROCK LOOP ROAD LEADING SOUTH, 19.2 METERS (63 FT)
 ES0658'SOUTH OF THE HIGHWAY CENTERLINE, 16.7 METERS (55 FT) EAST OF THE
 ES0658'CENTER OF RED ROCK LOOP ROAD, 13.7 METERS (45 FT) EAST OF THE EAST END
 ES0658'OF A CATTLE GUARD.
 ES0658'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0658'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 ES0658
 ES0658                          STATION RECOVERY (1995)
 ES0658
 ES0658'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0658'RECOVERED IN GOOD CONDITION.
 ES0658
 ES0658                          STATION RECOVERY (2003)
 ES0658
 ES0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ES0658'HWY AZ 89A HAS BEEN 4-LANED.  DISTANCE FROM CENTER OF HWY REFERS TO
 ES0658'NORTH (OR WEST) BOUND LANES.
 ES0658
 ES0658                          STATION RECOVERY (2007)
 ES0658
 ES0658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJM)
 ES0658'RECOVERED IN GOOD CONDITION.
 ES0658
 ES0658                          STATION RECOVERY (2008)
 ES0658
 ES0658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DJM)
 ES0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0677 ***********************************************************************
 ES0677  DESIGNATION -  B 494
 ES0677  PID         -  ES0677
 ES0677  STATE/COUNTY-  AZ/YAVAPAI
 ES0677  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0677
 ES0677                         *CURRENT SURVEY CONTROL
 ES0677  ___________________________________________________________________
 ES0677* NAD 83(1986)-  34 37 11.     (N)    111 55 15.     (W)     SCALED    
 ES0677* NAVD 88     -       992.437  (meters)    3256.02   (feet)  ADJUSTED  
 ES0677  ___________________________________________________________________
 ES0677  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0677  DYNAMIC HT  -         991.187 (meters)    3251.92  (feet)  COMP
 ES0677  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 ES0677
 ES0677  VERT ORDER  -  FIRST     CLASS II
 ES0677
 ES0677.The horizontal coordinates were scaled from a topographic map and have
 ES0677.an estimated accuracy of +/- 6 seconds.
 ES0677
 ES0677.The orthometric height was determined by differential leveling
 ES0677.and adjusted in June 1991.
 ES0677
 ES0677.The geoid height was determined by GEOID03.
 ES0677
 ES0677.The dynamic height is computed by dividing the NAVD 88
 ES0677.geopotential number by the normal gravity value computed on the
 ES0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0677.degrees latitude (g = 980.6199 gals.).
 ES0677
 ES0677.The modeled gravity was interpolated from observed gravity values.
 ES0677
 ES0677;                    North         East    Units  Estimated Accuracy
 ES0677;SPC AZ C     -   401,390.      212,980.      MT  (+/- 180 meters Scaled)
 ES0677
 ES0677                          SUPERSEDED SURVEY CONTROL
 ES0677
 ES0677.No superseded survey control is available for this station.
 ES0677
 ES0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD155312(NAD 83)
 ES0677_MARKER: DB = BENCH MARK DISK
 ES0677_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ES0677_SP_SET: CURB
 ES0677_STAMPING: B 494 1982
 ES0677_MARK LOGO: NGS   
 ES0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0677
 ES0677  HISTORY     - Date     Condition        Report By
 ES0677  HISTORY     - 1982     MONUMENTED       NGS
 ES0677  HISTORY     - 19980228 GOOD             USPSQD
 ES0677
 ES0677                          STATION DESCRIPTION
 ES0677
 ES0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0677'9.5 KM (5.9 MI) NW FROM CAMP VERDE.
 ES0677'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0677'IN CAMP VERDE, THENCE 5.8 KM (3.6 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0677'279, IN TOP OF THE NORTHWEST END OF THE NORTHEAST CURB DIRECTLY OVER
 ES0677'AN ABUTMENT OF A CONCRETE BRIDGE OVER CHERRY CREEK BETWEEN THE STEEL
 ES0677'GUARD RAIL AND THE CONCRETE OUTER GUARD RAIL AND AT MILEPOST 291, 4.9
 ES0677'METERS (16 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.3 METERS (7.6
 ES0677'FT) SOUTHEAST OF THE NORTHWEST END OF THE CURB.
 ES0677'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0677
 ES0677                          STATION RECOVERY (1998)
 ES0677
 ES0677'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0725 ***********************************************************************
 ES0725  DESIGNATION -  B 495
 ES0725  PID         -  ES0725
 ES0725  STATE/COUNTY-  AZ/GILA
 ES0725  USGS QUAD   -  PINE (1973)
 ES0725
 ES0725                         *CURRENT SURVEY CONTROL
 ES0725  ___________________________________________________________________
 ES0725* NAD 83(1986)-  34 24 03.     (N)    111 28 24.     (W)     SCALED    
 ES0725* NAVD 88     -      1778.012  (meters)    5833.36   (feet)  ADJUSTED  
 ES0725  ___________________________________________________________________
 ES0725  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0725  DYNAMIC HT  -        1775.524 (meters)    5825.20  (feet)  COMP
 ES0725  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 ES0725
 ES0725  VERT ORDER  -  FIRST     CLASS II
 ES0725
 ES0725.The horizontal coordinates were scaled from a topographic map and have
 ES0725.an estimated accuracy of +/- 6 seconds.
 ES0725
 ES0725.The orthometric height was determined by differential leveling
 ES0725.and adjusted in June 1991.
 ES0725
 ES0725.The geoid height was determined by GEOID03.
 ES0725
 ES0725.The dynamic height is computed by dividing the NAVD 88
 ES0725.geopotential number by the normal gravity value computed on the
 ES0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0725.degrees latitude (g = 980.6199 gals.).
 ES0725
 ES0725.The modeled gravity was interpolated from observed gravity values.
 ES0725
 ES0725;                    North         East    Units  Estimated Accuracy
 ES0725;SPC AZ E     -   377,890.       93,220.      MT  (+/- 180 meters Scaled)
 ES0725
 ES0725                          SUPERSEDED SURVEY CONTROL
 ES0725
 ES0725.No superseded survey control is available for this station.
 ES0725
 ES0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD564067(NAD 83)
 ES0725_MARKER: DB = BENCH MARK DISK
 ES0725_SETTING: 66 = SET IN ROCK OUTCROP
 ES0725_SP_SET: ROCK OUTCROP
 ES0725_STAMPING: B 495 1982
 ES0725_MARK LOGO: NGS   
 ES0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0725+STABILITY: POSITION/ELEVATION WELL
 ES0725
 ES0725  HISTORY     - Date     Condition        Report By
 ES0725  HISTORY     - 1982     MONUMENTED       NGS
 ES0725  HISTORY     - 19980819 GOOD             USPSQD
 ES0725
 ES0725                          STATION DESCRIPTION
 ES0725
 ES0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0725'2.7 KM (1.7 MI) NW FROM PINE.
 ES0725'2.7 KM (1.7 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0725'IN PINE, IN TOP OF A FLAT PORTION OF OUTCROP AT THE BASE OF A CUT,
 ES0725'OPPOSITE A SMALL TURN OUT, 5.5 METERS (18 FT) NORTHEAST OF THE HIGHWAY
 ES0725'CENTERLINE.
 ES0725'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0725'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0725
 ES0725                          STATION RECOVERY (1998)
 ES0725
 ES0725'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0701 ***********************************************************************
 ES0701  DESIGNATION -  B 496
 ES0701  PID         -  ES0701
 ES0701  STATE/COUNTY-  AZ/YAVAPAI
 ES0701  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0701
 ES0701                         *CURRENT SURVEY CONTROL
 ES0701  ___________________________________________________________________
 ES0701* NAD 83(1986)-  34 25 21.     (N)    111 40 08.     (W)     SCALED    
 ES0701* NAVD 88     -      1327.923  (meters)    4356.69   (feet)  ADJUSTED  
 ES0701  ___________________________________________________________________
 ES0701  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ES0701  DYNAMIC HT  -        1326.142 (meters)    4350.85  (feet)  COMP
 ES0701  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 ES0701
 ES0701  VERT ORDER  -  FIRST     CLASS II
 ES0701
 ES0701.The horizontal coordinates were scaled from a topographic map and have
 ES0701.an estimated accuracy of +/- 6 seconds.
 ES0701
 ES0701.The orthometric height was determined by differential leveling
 ES0701.and adjusted in June 1991.
 ES0701
 ES0701.The geoid height was determined by GEOID03.
 ES0701
 ES0701.The dynamic height is computed by dividing the NAVD 88
 ES0701.geopotential number by the normal gravity value computed on the
 ES0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0701.degrees latitude (g = 980.6199 gals.).
 ES0701
 ES0701.The modeled gravity was interpolated from observed gravity values.
 ES0701
 ES0701;                    North         East    Units  Estimated Accuracy
 ES0701;SPC AZ C     -   379,540.      236,140.      MT  (+/- 180 meters Scaled)
 ES0701
 ES0701                          SUPERSEDED SURVEY CONTROL
 ES0701
 ES0701.No superseded survey control is available for this station.
 ES0701
 ES0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD385092(NAD 83)
 ES0701_MARKER: DB = BENCH MARK DISK
 ES0701_SETTING: 66 = SET IN ROCK OUTCROP
 ES0701_SP_SET: ROCK OUTCROP
 ES0701_STAMPING: B 496 1982
 ES0701_MARK LOGO: NGS   
 ES0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0701+STABILITY: POSITION/ELEVATION WELL
 ES0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0701+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0701
 ES0701  HISTORY     - Date     Condition        Report By
 ES0701  HISTORY     - 1982     MONUMENTED       NGS
 ES0701  HISTORY     - 20080725 GOOD             GEOCAC
 ES0701
 ES0701                          STATION DESCRIPTION
 ES0701
 ES0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0701'30.4 KM (18.9 MI) SE FROM CAMP VERDE.
 ES0701'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0701'OFFICE IN CAMP VERDE, THENCE 17.7 KM (11.0 MI) SOUTHEAST ALONG FOSSIL
 ES0701'ROAD, IN TOP OF A LAVENDER COLORED OUTCROP IN THE BOTTOM OF A WASH,
 ES0701'14.6 METERS (48 FT) NORTHWEST OF THE ROAD CENTERLINE, 3.0 METERS (10
 ES0701'FT) WEST OF A BRUSHY SCRUB OAK.
 ES0701'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0701'THE MARK IS 1.0 M ABOVE THE ROAD.
 ES0701
 ES0701                          STATION RECOVERY (2008)
 ES0701
 ES0701'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0701'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0701'34 25 21.0 (N)   111 40 07.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0754 ***********************************************************************
 ES0754  DESIGNATION -  B 497
 ES0754  PID         -  ES0754
 ES0754  STATE/COUNTY-  AZ/GILA
 ES0754  USGS QUAD   -  GISELA (1972)
 ES0754
 ES0754                         *CURRENT SURVEY CONTROL
 ES0754  ___________________________________________________________________
 ES0754* NAD 83(1986)-  34 05 13.     (N)    111 21 16.     (W)     SCALED    
 ES0754* NAVD 88     -       924.621  (meters)    3033.53   (feet)  ADJUSTED  
 ES0754  ___________________________________________________________________
 ES0754  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 ES0754  DYNAMIC HT  -         923.427 (meters)    3029.61  (feet)  COMP
 ES0754  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 ES0754
 ES0754  VERT ORDER  -  FIRST     CLASS II
 ES0754
 ES0754.The horizontal coordinates were scaled from a topographic map and have
 ES0754.an estimated accuracy of +/- 6 seconds.
 ES0754
 ES0754.The orthometric height was determined by differential leveling
 ES0754.and adjusted in June 1991.
 ES0754
 ES0754.The geoid height was determined by GEOID03.
 ES0754
 ES0754.The dynamic height is computed by dividing the NAVD 88
 ES0754.geopotential number by the normal gravity value computed on the
 ES0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0754.degrees latitude (g = 980.6199 gals.).
 ES0754
 ES0754.The modeled gravity was interpolated from observed gravity values.
 ES0754
 ES0754;                    North         East    Units  Estimated Accuracy
 ES0754;SPC AZ E     -   342,930.      103,750.      MT  (+/- 180 meters Scaled)
 ES0754
 ES0754                          SUPERSEDED SURVEY CONTROL
 ES0754
 ES0754.No superseded survey control is available for this station.
 ES0754
 ES0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC673718(NAD 83)
 ES0754_MARKER: DB = BENCH MARK DISK
 ES0754_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ES0754_SP_SET: CURB
 ES0754_STAMPING: B 497 1982
 ES0754_MARK LOGO: NGS   
 ES0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0754
 ES0754  HISTORY     - Date     Condition        Report By
 ES0754  HISTORY     - 1982     MONUMENTED       NGS
 ES0754  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0754
 ES0754                          STATION DESCRIPTION
 ES0754
 ES0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0754'19.6 KM (12.2 MI) SOUTH FROM PAYSON.
 ES0754'19.6 KM (12.2 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0754'PAYSON, IN TOP OF THE NORTH END OF THE EAST CURB OVER THE ABUTMENT OF
 ES0754'A BRIDGE OVER RYE CREEK, 0.2 KM (0.1 MI) SOUTH OF THE T JUNCTION OF A
 ES0754'GRAVEL ROAD LEADING EAST TO GISELA, 0.8 KM (0.5 MI) SOUTH OF MILEPOST
 ES0754'240, 4.0 METERS (13 FT) EAST OF THE HIGHWAY CENTERLINE, 2.1 METERS (7
 ES0754'FT) SOUTH OF THE NORTH END OF THE CURB.
 ES0754'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 ES0754
 ES0754                          STATION RECOVERY (2008)
 ES0754
 ES0754'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0754'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0754'MARK. A THREE FOOT HIGH CONCRETE BARRIER HAS BEEN ADDED TO THE CURB OF
 ES0754'THE BRIDGE. THE MARK IS EITHER BURIED IN CONCRETE OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1625 ***********************************************************************
 DU1625  DESIGNATION -  B 498
 DU1625  PID         -  DU1625
 DU1625  STATE/COUNTY-  AZ/GILA
 DU1625  USGS QUAD   -  TONTO BASIN (1964)
 DU1625
 DU1625                         *CURRENT SURVEY CONTROL
 DU1625  ___________________________________________________________________
 DU1625* NAD 83(1986)-  33 47 17.     (N)    111 15 53.     (W)     SCALED    
 DU1625* NAVD 88     -       671.263  (meters)    2202.30   (feet)  ADJUSTED  
 DU1625  ___________________________________________________________________
 DU1625  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DU1625  DYNAMIC HT  -         670.400 (meters)    2199.47  (feet)  COMP
 DU1625  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 DU1625
 DU1625  VERT ORDER  -  FIRST     CLASS II
 DU1625
 DU1625.The horizontal coordinates were scaled from a topographic map and have
 DU1625.an estimated accuracy of +/- 6 seconds.
 DU1625
 DU1625.The orthometric height was determined by differential leveling
 DU1625.and adjusted in June 1991.
 DU1625
 DU1625.The geoid height was determined by GEOID03.
 DU1625
 DU1625.The dynamic height is computed by dividing the NAVD 88
 DU1625.geopotential number by the normal gravity value computed on the
 DU1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1625.degrees latitude (g = 980.6199 gals.).
 DU1625
 DU1625.The modeled gravity was interpolated from observed gravity values.
 DU1625
 DU1625;                    North         East    Units  Estimated Accuracy
 DU1625;SPC AZ E     -   309,690.      111,670.      MT  (+/- 180 meters Scaled)
 DU1625
 DU1625                          SUPERSEDED SURVEY CONTROL
 DU1625
 DU1625.No superseded survey control is available for this station.
 DU1625
 DU1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC754386(NAD 83)
 DU1625_MARKER: I = METAL ROD
 DU1625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1625_SP_SET: STAINLESS STEEL ROD
 DU1625_STAMPING: B 498 1983
 DU1625_MARK LOGO: NGS   
 DU1625_PROJECTION: FLUSH
 DU1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1625_ROD/PIPE-DEPTH: 13.4 meters
 DU1625
 DU1625  HISTORY     - Date     Condition        Report By
 DU1625  HISTORY     - 1983     MONUMENTED       NGS
 DU1625  HISTORY     - 20081018 GOOD             GEOCAC
 DU1625
 DU1625                          STATION DESCRIPTION
 DU1625
 DU1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1625'11.6 KM (7.2 MI) SOUTH FROM PUNKIN CENTER.
 DU1625'11.6 KM (7.2 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1625'PUNKIN CENTER, IN THE NORTH CORNER OF A T JUNCTION, 0.4 KM (0.25 MI)
 DU1625'SOUTHEAST OF ASH CREEK, 0.2 KM (0.1 MI) NORTHWEST OF A TRIANGLE SHAPED
 DU1625'ROAD JUNCTION, 41.2 METER (135 FT) NORTHEAST OF THE HIGHWAY
 DU1625'CENTERLINE, 9.8 METERS (32 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD
 DU1625'LEADING NORTHEAST, 36.0 METERS (115 FT) NORTHEAST OF MILEPOST 255.
 DU1625'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DU1625'THE MARK IS 0.3 M ABOVE THE ROAD.
 DU1625
 DU1625                          STATION RECOVERY (2008)
 DU1625
 DU1625'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1625'RECOVERED IN GOOD CONDITION.  THE REFERENCED SIDE ROAD HEADING
 DU1625'EAST IS NAMED A CROSS ROAD AND IT LOOKS LIKE THE INTERSECTION
 DU1625'WITH HIGHWAY 188 HAS BEEN REDONE WHICH THROWS THE
 DU1625'MEASUREMENTS OFF.  HANDHELD GPSR INDICATED COORDINATES
 DU1625'OF N 33 47.286' W 111 15.880'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0198 ***********************************************************************
 GQ0198  DESIGNATION -  B 499
 GQ0198  PID         -  GQ0198
 GQ0198  STATE/COUNTY-  AZ/MOHAVE
 GQ0198  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0198
 GQ0198                         *CURRENT SURVEY CONTROL
 GQ0198  ___________________________________________________________________
 GQ0198* NAD 83(1986)-  36 58 38.     (N)    113 55 13.     (W)     SCALED    
 GQ0198* NAVD 88     -       706.682  (meters)    2318.51   (feet)  ADJUSTED  
 GQ0198  ___________________________________________________________________
 GQ0198  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 GQ0198  DYNAMIC HT  -         705.970 (meters)    2316.17  (feet)  COMP
 GQ0198  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 GQ0198
 GQ0198  VERT ORDER  -  FIRST     CLASS II
 GQ0198
 GQ0198.The horizontal coordinates were scaled from a topographic map and have
 GQ0198.an estimated accuracy of +/- 6 seconds.
 GQ0198
 GQ0198.The orthometric height was determined by differential leveling
 GQ0198.and adjusted in June 1991.
 GQ0198
 GQ0198.The geoid height was determined by GEOID03.
 GQ0198
 GQ0198.The dynamic height is computed by dividing the NAVD 88
 GQ0198.geopotential number by the normal gravity value computed on the
 GQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0198.degrees latitude (g = 980.6199 gals.).
 GQ0198
 GQ0198.The modeled gravity was interpolated from observed gravity values.
 GQ0198
 GQ0198;                    North         East    Units  Estimated Accuracy
 GQ0198;SPC AZ W     -   662,980.      198,200.      MT  (+/- 180 meters Scaled)
 GQ0198
 GQ0198                          SUPERSEDED SURVEY CONTROL
 GQ0198
 GQ0198.No superseded survey control is available for this station.
 GQ0198
 GQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF400963(NAD 83)
 GQ0198_MARKER: I = METAL ROD
 GQ0198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0198_SP_SET: STAINLESS STEEL ROD
 GQ0198_STAMPING: B 499 1982
 GQ0198_MARK LOGO: NGS   
 GQ0198_PROJECTION: FLUSH
 GQ0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0198_ROD/PIPE-DEPTH: 1.2  meters
 GQ0198
 GQ0198  HISTORY     - Date     Condition        Report By
 GQ0198  HISTORY     - 1982     MONUMENTED       NGS
 GQ0198
 GQ0198                          STATION DESCRIPTION
 GQ0198
 GQ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0198'26.6 KM (16.6 MI) NE FROM MESQUITE NV.
 GQ0198'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0198'MESQUITE, THENCE 26.1 KM (16.3 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0198'1.25 KM (0.75 MI) SOUTH OF A HIGH TENSION POWER LINE CROSSING THE
 GQ0198'HIGHWAY, 23.8 METERS (78 FT) EAST OF THE HIGHWAY CENTERLINE, 2.3 KM
 GQ0198'(7.5 FT) NORTH OF A BRACED 3 INCH ANGLE IRON RIGHT OF WAY FENCE POST,
 GQ0198'0.5 METERS (1.7 FT) WEST OF THE RIGHT OF WAY FENCE.
 GQ0198'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 GQ0198'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0192 ***********************************************************************
 FP0192  DESIGNATION -  B 5
 FP0192  PID         -  FP0192
 FP0192  STATE/COUNTY-  AZ/APACHE
 FP0192  USGS QUAD   -  SANDERS (1971)
 FP0192
 FP0192                         *CURRENT SURVEY CONTROL
 FP0192  ___________________________________________________________________
 FP0192* NAD 83(1986)-  35 12 46.     (N)    109 20 10.     (W)     SCALED    
 FP0192* NAVD 88     -      1777.975  (meters)    5833.24   (feet)  POSTED    
 FP0192  ___________________________________________________________________
 FP0192  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 FP0192  DYNAMIC HT  -        1775.510 (meters)    5825.15  (feet)  COMP
 FP0192  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 FP0192
 FP0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0192
 FP0192.The horizontal coordinates were scaled from a topographic map and have
 FP0192.an estimated accuracy of +/- 6 seconds.
 FP0192
 FP0192.The orthometric height was determined by differential leveling
 FP0192.and adjusted by the  in 1992.
 FP0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0192.rate of 0.0 thru 1.0 mm/km.
 FP0192
 FP0192.The geoid height was determined by GEOID03.
 FP0192
 FP0192.The dynamic height is computed by dividing the NAVD 88
 FP0192.geopotential number by the normal gravity value computed on the
 FP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0192.degrees latitude (g = 980.6199 gals.).
 FP0192
 FP0192.The modeled gravity was interpolated from observed gravity values.
 FP0192
 FP0192;                    North         East    Units  Estimated Accuracy
 FP0192;SPC AZ E     -   467,490.      288,980.      MT  (+/- 180 meters Scaled)
 FP0192
 FP0192                          SUPERSEDED SURVEY CONTROL
 FP0192
 FP0192  NGVD 29 (??/??/92) 1777.084  (m)         5830.32   (f) ADJ UNCH    1 2
 FP0192
 FP0192.Superseded values are not recommended for survey control.
 FP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0192.See file dsdata.txt to determine how the superseded data were derived.
 FP0192
 FP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD514979(NAD 83)
 FP0192_MARKER: B = BOLT
 FP0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0192_SP_SET: BRIDGE
 FP0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0192
 FP0192  HISTORY     - Date     Condition        Report By
 FP0192  HISTORY     - UNK      MONUMENTED       CGS
 FP0192  HISTORY     - 1934     MARK NOT FOUND   NGS
 FP0192  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0192
 FP0192                          STATION DESCRIPTION
 FP0192
 FP0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0192'IN SANDERS.
 FP0192'AT SANDERS, APACHE COUNTY, ON THE ATCHISON,TOPEKA AND SANTA FE
 FP0192'RAILWAY, 2 1/2 POLES EAST OF MILEPOST 200, AT STONE-ARCH BRIDGE B 200,
 FP0192'IN THE CENTER OF THE TOP OF THE SOUTH COPING, 1 FOOT FROM THE FACE,
 FP0192'AND 10 FEET FROM THE WEST END.  A COPPER BOLT.  NOTE-- THE BRIDGE HAS
 FP0192'BEEN EXTENDED ON THE NORTH SIDE TO CARRY AN ADDITIONAL TRACK, THE
 FP0192'SOUTH COPING IS APPARENTLY UNCHANGED.
 FP0192
 FP0192                          STATION RECOVERY (1971)
 FP0192
 FP0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1816 ***********************************************************************
 DV1816  DESIGNATION -  B 5 A
 DV1816  PID         -  DV1816
 DV1816  STATE/COUNTY-  AZ/MARICOPA
 DV1816  USGS QUAD   -  UNION HILLS (1981)
 DV1816
 DV1816                         *CURRENT SURVEY CONTROL
 DV1816  ___________________________________________________________________
 DV1816* NAD 83(1986)-  33 40 09.     (N)    112 04 47.     (W)     SCALED    
 DV1816* NAVD 88     -       435.207  (meters)    1427.84   (feet)  ADJUSTED  
 DV1816  ___________________________________________________________________
 DV1816  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1816  DYNAMIC HT  -         434.699 (meters)    1426.17  (feet)  COMP
 DV1816  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1816
 DV1816  VERT ORDER  -  SECOND    CLASS I
 DV1816
 DV1816.The horizontal coordinates were scaled from a topographic map and have
 DV1816.an estimated accuracy of +/- 6 seconds.
 DV1816
 DV1816.The orthometric height was determined by differential leveling
 DV1816.and adjusted in November 1993.
 DV1816
 DV1816.The geoid height was determined by GEOID03.
 DV1816
 DV1816.The dynamic height is computed by dividing the NAVD 88
 DV1816.geopotential number by the normal gravity value computed on the
 DV1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1816.degrees latitude (g = 980.6199 gals.).
 DV1816
 DV1816.The modeled gravity was interpolated from observed gravity values.
 DV1816
 DV1816;                    North         East    Units  Estimated Accuracy
 DV1816;SPC AZ C     -   295,970.      198,240.      MT  (+/- 180 meters Scaled)
 DV1816
 DV1816                          SUPERSEDED SURVEY CONTROL
 DV1816
 DV1816.No superseded survey control is available for this station.
 DV1816
 DV1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC999259(NAD 83)
 DV1816_MARKER: DD = SURVEY DISK
 DV1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1816_SP_SET: CONCRETE POST
 DV1816_MARK LOGO: AZ0370
 DV1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1816+STABILITY: SURFACE MOTION
 DV1816
 DV1816  HISTORY     - Date     Condition        Report By
 DV1816  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1816  HISTORY     - 1984     GOOD             AZDT
 DV1816  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1816
 DV1816                          STATION DESCRIPTION
 DV1816
 DV1816'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1816'IN PHOENIX.
 DV1816'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1816'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.14 KM (1.95 MI) TO 5TH AVENUE
 DV1816'AND THE MARK IN THE INTERSECTION, 21.18 M (69.50 FT) SOUTHEAST OF
 DV1816'POWER POLE 24798 ON THE NORTHWEST CORNER, AND 20.79 METERS (68.20 FT)
 DV1816'SOUTHWEST OF FIRE HYDRANT ON THE NORTHEAST CORNER.  NOTE--THE MARK IS
 DV1816'NOT STAMPED.
 DV1816
 DV1816                          STATION RECOVERY (2004)
 DV1816
 DV1816'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1816'NOT FOUND. ASPHALT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0065 ***********************************************************************
 GP0065  DESIGNATION -  B 50
 GP0065  PID         -  GP0065
 GP0065  STATE/COUNTY-  AZ/COCONINO
 GP0065  USGS QUAD   -  BEGASHIBITO CANYON (1967)
 GP0065
 GP0065                         *CURRENT SURVEY CONTROL
 GP0065  ___________________________________________________________________
 GP0065* NAD 83(1986)-  36 13 03.     (N)    110 59 22.     (W)     SCALED    
 GP0065* NAVD 88     -      1587.476  (meters)    5208.24   (feet)  ADJUSTED  
 GP0065  ___________________________________________________________________
 GP0065  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 GP0065  DYNAMIC HT  -        1585.484 (meters)    5201.71  (feet)  COMP
 GP0065  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 GP0065
 GP0065  VERT ORDER  -  FIRST     CLASS II
 GP0065
 GP0065.The horizontal coordinates were scaled from a topographic map and have
 GP0065.an estimated accuracy of +/- 6 seconds.
 GP0065
 GP0065.The orthometric height was determined by differential leveling
 GP0065.and adjusted in June 1991.
 GP0065
 GP0065.The geoid height was determined by GEOID03.
 GP0065
 GP0065.The dynamic height is computed by dividing the NAVD 88
 GP0065.geopotential number by the normal gravity value computed on the
 GP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0065.degrees latitude (g = 980.6199 gals.).
 GP0065
 GP0065.The modeled gravity was interpolated from observed gravity values.
 GP0065
 GP0065;                    North         East    Units  Estimated Accuracy
 GP0065;SPC AZ C     -   579,040.      296,720.      MT  (+/- 180 meters Scaled)
 GP0065
 GP0065                          SUPERSEDED SURVEY CONTROL
 GP0065
 GP0065  NGVD 29 (??/??/92) 1586.540  (m)         5205.17   (f) ADJ UNCH    1 2
 GP0065
 GP0065.Superseded values are not recommended for survey control.
 GP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0065.See file dsdata.txt to determine how the superseded data were derived.
 GP0065
 GP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF009080(NAD 83)
 GP0065_MARKER: DB = BENCH MARK DISK
 GP0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0065_STAMPING: B 50 1934
 GP0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0065+STABILITY: SURFACE MOTION
 GP0065
 GP0065  HISTORY     - Date     Condition        Report By
 GP0065  HISTORY     - 1934     MONUMENTED       CGS
 GP0065
 GP0065                          STATION DESCRIPTION
 GP0065
 GP0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0065'8.2 MI SW FROM TONALEA.
 GP0065'8.2 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0065'TONALEA, COCONINO COUNTY, AT THE JUNCTION OF A ROAD LEADING DOWN FROM
 GP0065'THE WEST MESA, 33 WEST FEET OF THE CENTERLINE OF THE MAIN ROAD, AND 35
 GP0065'FEET SOUTH OF THE CENTERLINE OF THE MESA ROAD.  A STANDARD DISK,
 GP0065'STAMPED B 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0638 ***********************************************************************
 ES0638  DESIGNATION -  B 500
 ES0638  PID         -  ES0638
 ES0638  STATE/COUNTY-  AZ/NAVAJO
 ES0638  USGS QUAD   -  HOLBROOK (1986)
 ES0638
 ES0638                         *CURRENT SURVEY CONTROL
 ES0638  ___________________________________________________________________
 ES0638* NAD 83(1986)-  34 54 46.     (N)    110 09 24.     (W)     SCALED    
 ES0638* NAVD 88     -      1578.492  (meters)    5178.77   (feet)  ADJUSTED  
 ES0638  ___________________________________________________________________
 ES0638  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0638  DYNAMIC HT  -        1576.331 (meters)    5171.68  (feet)  COMP
 ES0638  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 ES0638
 ES0638  VERT ORDER  -  FIRST     CLASS II
 ES0638
 ES0638.The horizontal coordinates were scaled from a topographic map and have
 ES0638.an estimated accuracy of +/- 6 seconds.
 ES0638
 ES0638.The orthometric height was determined by differential leveling
 ES0638.and adjusted in June 1991.
 ES0638
 ES0638.The geoid height was determined by GEOID03.
 ES0638
 ES0638.The dynamic height is computed by dividing the NAVD 88
 ES0638.geopotential number by the normal gravity value computed on the
 ES0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0638.degrees latitude (g = 980.6199 gals.).
 ES0638
 ES0638.The modeled gravity was interpolated from observed gravity values.
 ES0638
 ES0638;                    North         East    Units  Estimated Accuracy
 ES0638;SPC AZ E     -   433,900.      214,270.      MT  (+/- 180 meters Scaled)
 ES0638
 ES0638                          SUPERSEDED SURVEY CONTROL
 ES0638
 ES0638.No superseded survey control is available for this station.
 ES0638
 ES0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD770636(NAD 83)
 ES0638_MARKER: DB = BENCH MARK DISK
 ES0638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0638_SP_SET: ABUTMENT
 ES0638_STAMPING: B 500 1983
 ES0638_MARK LOGO: NGS   
 ES0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0638+STABILITY: POSITION/ELEVATION WELL
 ES0638
 ES0638  HISTORY     - Date     Condition        Report By
 ES0638  HISTORY     - 1983     MONUMENTED       NGS
 ES0638  HISTORY     - 1983     GOOD             NGS
 ES0638  HISTORY     - 1983     GOOD             NGS
 ES0638
 ES0638                          STATION DESCRIPTION
 ES0638
 ES0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0638'IN HOLBROOK.
 ES0638'IN HOLBROOK, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND NAVAJO
 ES0638'BOULEVARD, IN TOP OF AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH END OF
 ES0638'THE WEST CONCRETE ABUTMENT OF THE WEST BOUND OVERPASS OF NAVAJO
 ES0638'BOULEVARD, 12.6 METERS (41.3 FT) NORTH OF THE CENTERLINE OF THE WEST
 ES0638'BOUND LANES OF THE HIGHWAY AND 3.9 METERS (12.8 FT) EAST OF THE WEST
 ES0638'END OF THE BRIDGE.
 ES0638'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 ES0638
 ES0638                          STATION RECOVERY (1983)
 ES0638
 ES0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0638'RECOVERED IN GOOD CONDITION.
 ES0638
 ES0638                          STATION RECOVERY (1983)
 ES0638
 ES0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0795 ***********************************************************************
 ES0795  DESIGNATION -  B 501
 ES0795  PID         -  ES0795
 ES0795  STATE/COUNTY-  AZ/NAVAJO
 ES0795  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0795
 ES0795                         *CURRENT SURVEY CONTROL
 ES0795  ___________________________________________________________________
 ES0795* NAD 83(1986)-  34 44 05.     (N)    110 07 02.     (W)     SCALED    
 ES0795* NAVD 88     -      1663.758  (meters)    5458.51   (feet)  ADJUSTED  
 ES0795  ___________________________________________________________________
 ES0795  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0795  DYNAMIC HT  -        1661.427 (meters)    5450.87  (feet)  COMP
 ES0795  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 ES0795
 ES0795  VERT ORDER  -  FIRST     CLASS II
 ES0795
 ES0795.The horizontal coordinates were scaled from a topographic map and have
 ES0795.an estimated accuracy of +/- 6 seconds.
 ES0795
 ES0795.The orthometric height was determined by differential leveling
 ES0795.and adjusted in June 1991.
 ES0795
 ES0795.The geoid height was determined by GEOID03.
 ES0795
 ES0795.The dynamic height is computed by dividing the NAVD 88
 ES0795.geopotential number by the normal gravity value computed on the
 ES0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0795.degrees latitude (g = 980.6199 gals.).
 ES0795
 ES0795.The modeled gravity was interpolated from observed gravity values.
 ES0795
 ES0795;                    North         East    Units  Estimated Accuracy
 ES0795;SPC AZ E     -   414,150.      217,890.      MT  (+/- 180 meters Scaled)
 ES0795
 ES0795                          SUPERSEDED SURVEY CONTROL
 ES0795
 ES0795.No superseded survey control is available for this station.
 ES0795
 ES0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD808439(NAD 83)
 ES0795_MARKER: I = METAL ROD
 ES0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0795+WITH SETTING: INFORMATION.
 ES0795_SP_SET: SHALLOW SET METAL ROD
 ES0795_STAMPING: B 501 1983
 ES0795_MARK LOGO: NGS   
 ES0795_PROJECTION: FLUSH
 ES0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0795_ROD/PIPE-DEPTH: 1.2  meters
 ES0795
 ES0795  HISTORY     - Date     Condition        Report By
 ES0795  HISTORY     - 1983     MONUMENTED       NGS
 ES0795
 ES0795                          STATION DESCRIPTION
 ES0795
 ES0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0795'19.4 KM (12.05 MI) SOUT FROM HOLBROOK.
 ES0795'19.4 KM (12.05 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0795'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 377,
 ES0795'NEAR THE TOP OF A SMALL KNOLL AND 60.3 METERS (197.8 FT) EAST OF THE
 ES0795'CENTERLINE OF THE HIGHWAY.  REFUSAL WAS REACHED AT 4.0 FT.
 ES0795'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0795'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ES0795'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1185 ***********************************************************************
 ES1185  DESIGNATION -  B 502 RESET
 ES1185  PID         -  ES1185
 ES1185  STATE/COUNTY-  AZ/NAVAJO
 ES1185  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES1185
 ES1185                         *CURRENT SURVEY CONTROL
 ES1185  ___________________________________________________________________
 ES1185* NAD 83(1986)-  34 22 21.     (N)    110 03 05.     (W)     SCALED    
 ES1185* NAVD 88     -      1819.89   (meters)    5970.8    (feet)  RESET     
 ES1185  ___________________________________________________________________
 ES1185  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 ES1185  VERT ORDER  -  THIRD
 ES1185
 ES1185.The horizontal coordinates were scaled from a topographic map and have
 ES1185.an estimated accuracy of +/- 6 seconds.
 ES1185
 ES1185.The orthometric height was computed from unverified reset data.
 ES1185
 ES1185.The geoid height was determined by GEOID03.
 ES1185
 ES1185;                    North         East    Units  Estimated Accuracy
 ES1185;SPC AZ E     -   373,980.      223,960.      MT  (+/- 180 meters Scaled)
 ES1185
 ES1185                          SUPERSEDED SURVEY CONTROL
 ES1185
 ES1185.No superseded survey control is available for this station.
 ES1185
 ES1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD872038(NAD 83)
 ES1185_MARKER: DV = VERTICAL CONTROL DISK
 ES1185_SETTING: 66 = SET IN ROCK OUTCROP
 ES1185_SP_SET: BEDROCK
 ES1185_STAMPING: B 502 RESET 1991
 ES1185_MARK LOGO: NGS   
 ES1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1185+STABILITY: POSITION/ELEVATION WELL
 ES1185
 ES1185  HISTORY     - Date     Condition        Report By
 ES1185  HISTORY     - 1992     MONUMENTED       LOCENG
 ES1185
 ES1185                          STATION DESCRIPTION
 ES1185
 ES1185'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 ES1185'6.6 MILES (10.6 KM) SOUTH ON HIGHWAY 77 FROM THE SOUTHERN EDGE OF THE
 ES1185'TOWN OF TAYLOR, SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0382 ***********************************************************************
 FP0382  DESIGNATION -  B 503
 FP0382  PID         -  FP0382
 FP0382  STATE/COUNTY-  AZ/APACHE
 FP0382  USGS QUAD   -  LUPTON (1971)
 FP0382
 FP0382                         *CURRENT SURVEY CONTROL
 FP0382  ___________________________________________________________________
 FP0382* NAD 83(1986)-  35 19 50.     (N)    109 04 29.     (W)     SCALED    
 FP0382* NAVD 88     -      1881.467  (meters)    6172.78   (feet)  ADJUSTED  
 FP0382  ___________________________________________________________________
 FP0382  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 FP0382  DYNAMIC HT  -        1878.819 (meters)    6164.09  (feet)  COMP
 FP0382  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 FP0382
 FP0382  VERT ORDER  -  FIRST     CLASS II
 FP0382
 FP0382.The horizontal coordinates were scaled from a topographic map and have
 FP0382.an estimated accuracy of +/- 6 seconds.
 FP0382
 FP0382.The orthometric height was determined by differential leveling
 FP0382.and adjusted in June 1991.
 FP0382
 FP0382.The geoid height was determined by GEOID03.
 FP0382
 FP0382.The dynamic height is computed by dividing the NAVD 88
 FP0382.geopotential number by the normal gravity value computed on the
 FP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0382.degrees latitude (g = 980.6199 gals.).
 FP0382
 FP0382.The modeled gravity was interpolated from observed gravity values.
 FP0382
 FP0382;                    North         East    Units  Estimated Accuracy
 FP0382;SPC AZ E     -   480,790.      312,630.      MT  (+/- 180 meters Scaled)
 FP0382
 FP0382                          SUPERSEDED SURVEY CONTROL
 FP0382
 FP0382.No superseded survey control is available for this station.
 FP0382
 FP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE749114(NAD 83)
 FP0382_MARKER: I = METAL ROD
 FP0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0382_SP_SET: STAINLESS STEEL ROD
 FP0382_STAMPING: B 503 1983
 FP0382_MARK LOGO: NGS   
 FP0382_PROJECTION: FLUSH
 FP0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0382_ROD/PIPE-DEPTH: 3.7  meters
 FP0382
 FP0382  HISTORY     - Date     Condition        Report By
 FP0382  HISTORY     - 1983     MONUMENTED       NGS
 FP0382
 FP0382                          STATION DESCRIPTION
 FP0382
 FP0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0382'37.7 KM (23.4 MI) NE FROM CHAMBERS.
 FP0382'37.7 KM (23.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0382'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, OR
 FP0382'37.7 KM (23.4 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0382'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 45.0 METERS (147.6 FT)
 FP0382'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0382'HIGHWAY, 27.2 METERS (89.2 FT) NORTHEAST OF THE CENTER OF A PRIVATE
 FP0382'DRIVE LEADING SOUTHEAST AND 19.2 METERS (63.0 FT) SOUTHEAST OF THE
 FP0382'CENTER OF A PAVED ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 FP0382'5-INCH LOGO CAP.
 FP0382'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FP0382'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0548 ***********************************************************************
 FQ0548  DESIGNATION -  B 504
 FQ0548  PID         -  FQ0548
 FQ0548  STATE/COUNTY-  AZ/COCONINO
 FQ0548  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0548
 FQ0548                         *CURRENT SURVEY CONTROL
 FQ0548  ___________________________________________________________________
 FQ0548* NAD 83(1986)-  35 12 56.     (N)    111 31 41.     (W)     SCALED    
 FQ0548* NAVD 88     -      2045.179  (meters)    6709.89   (feet)  ADJUSTED  
 FQ0548  ___________________________________________________________________
 FQ0548  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FQ0548  DYNAMIC HT  -        2042.270 (meters)    6700.35  (feet)  COMP
 FQ0548  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 FQ0548
 FQ0548  VERT ORDER  -  FIRST     CLASS II
 FQ0548
 FQ0548.The horizontal coordinates were scaled from a topographic map and have
 FQ0548.an estimated accuracy of +/- 6 seconds.
 FQ0548
 FQ0548.The orthometric height was determined by differential leveling
 FQ0548.and adjusted in June 1991.
 FQ0548
 FQ0548.The geoid height was determined by GEOID03.
 FQ0548
 FQ0548.The dynamic height is computed by dividing the NAVD 88
 FQ0548.geopotential number by the normal gravity value computed on the
 FQ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0548.degrees latitude (g = 980.6199 gals.).
 FQ0548
 FQ0548.The modeled gravity was interpolated from observed gravity values.
 FQ0548
 FQ0548;                    North         East    Units  Estimated Accuracy
 FQ0548;SPC AZ C     -   467,560.      248,740.      MT  (+/- 180 meters Scaled)
 FQ0548
 FQ0548                          SUPERSEDED SURVEY CONTROL
 FQ0548
 FQ0548.No superseded survey control is available for this station.
 FQ0548
 FQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD519970(NAD 83)
 FQ0548_MARKER: DB = BENCH MARK DISK
 FQ0548_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0548_SP_SET: ABUTMENT
 FQ0548_STAMPING: B 504 1983
 FQ0548_MARK LOGO: NGS   
 FQ0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0548
 FQ0548  HISTORY     - Date     Condition        Report By
 FQ0548  HISTORY     - 1983     MONUMENTED       NGS
 FQ0548
 FQ0548                          STATION DESCRIPTION
 FQ0548
 FQ0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0548'12.4 KM (7.7 MI) EAST FROM FLAGSTAFF.
 FQ0548'12.4 KM (7.7 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0548'RAILROAD STATION IN FLAGSTAFF, IN TOP OF AND 0.3 METER (1.0 FT)
 FQ0548'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 FQ0548'THE HIGHWAY OVERPASS OF THE SANTA FE RAILROAD AND 4.7 METERS (15.4 FT)
 FQ0548'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FQ0548'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0774 ***********************************************************************
 ES0774  DESIGNATION -  B 505
 ES0774  PID         -  ES0774
 ES0774  STATE/COUNTY-  AZ/NAVAJO
 ES0774  USGS QUAD   -  HOLBROOK (1986)
 ES0774
 ES0774                         *CURRENT SURVEY CONTROL
 ES0774  ___________________________________________________________________
 ES0774* NAD 83(2007)-  34 54 49.70616(N)    110 09 19.96789(W)     NO CHECK  
 ES0774* NAVD 88     -      1578.291  (meters)    5178.11   (feet)  ADJUSTED  
 ES0774  ___________________________________________________________________
 ES0774  EPOCH DATE  -        2007.00
 ES0774  X           -  -1,804,574.856 (meters)                     COMP
 ES0774  Y           -  -4,916,458.357 (meters)                     COMP
 ES0774  Z           -   3,630,919.300 (meters)                     COMP
 ES0774  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 ES0774  ELLIP HEIGHT-        1553.983 (meters)          (02/10/07) NO CHECK
 ES0774  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0774  DYNAMIC HT  -        1576.129 (meters)    5171.02  (feet)  COMP
 ES0774
 ES0774  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0774  Type    PID    Designation                      North   East  Ellip
 ES0774  -------------------------------------------------------------------
 ES0774  NETWORK ES0774 B 505                             3.49   9.41  11.37
 ES0774  -------------------------------------------------------------------
 ES0774  MODELED GRAV-     979,209.7   (mgal)                       NAVD 88
 ES0774
 ES0774  VERT ORDER  -  FIRST     CLASS II
 ES0774
 ES0774.The horizontal coordinates were established by GPS observations
 ES0774.and adjusted by the National Geodetic Survey in February 2007.
 ES0774
 ES0774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0774.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0774.No horizontal observational check was made to the station.
 ES0774.The horizontal coordinates are valid at the epoch date displayed above.
 ES0774.The epoch date for horizontal control is a decimal equivalence
 ES0774.of Year/Month/Day.
 ES0774
 ES0774.The orthometric height was determined by differential leveling
 ES0774.and adjusted in June 1991.
 ES0774
 ES0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0774
 ES0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0774
 ES0774.The ellipsoidal height was determined by GPS observations
 ES0774.and is referenced to NAD 83.
 ES0774
 ES0774.The geoid height was determined by GEOID03.
 ES0774
 ES0774.The dynamic height is computed by dividing the NAVD 88
 ES0774.geopotential number by the normal gravity value computed on the
 ES0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0774.degrees latitude (g = 980.6199 gals.).
 ES0774
 ES0774.The modeled gravity was interpolated from observed gravity values.
 ES0774
 ES0774;                    North         East     Units Scale Factor Converg.
 ES0774;SPC AZ E     -   434,013.026   214,376.089   MT  0.99990001   +0 00 22.9
 ES0774;SPC AZ E     - 1,423,927.25    703,333.63   iFT  0.99990001   +0 00 22.9
 ES0774;UTM  12      - 3,863,810.054   577,139.454   MT  0.99967334   +0 29 00.0
 ES0774
 ES0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0774!SPC AZ E     -   0.99975613  x   0.99990001  =   0.99965617
 ES0774!UTM  12      -   0.99975613  x   0.99967334  =   0.99942955
 ES0774
 ES0774                          SUPERSEDED SURVEY CONTROL
 ES0774
 ES0774  NAD 83(1992)-  34 54 49.70578(N)    110 09 19.96748(W) AD(2002.00) 1
 ES0774  ELLIP H (10/18/04) 1553.994  (m)                       GP(       ) 4 1
 ES0774  NAVD 88 (10/18/04) 1578.29   (m)         5178.1    (f) LEVELING    3  
 ES0774
 ES0774.Superseded values are not recommended for survey control.
 ES0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0774.See file dsdata.txt to determine how the superseded data were derived.
 ES0774
 ES0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7713963810(NAD 83)
 ES0774_MARKER: DB = BENCH MARK DISK
 ES0774_SETTING: 66 = SET IN ROCK OUTCROP
 ES0774_SP_SET: ROCK OUTCROP
 ES0774_STAMPING: B 505 1983
 ES0774_MARK LOGO: NGS   
 ES0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0774+STABILITY: POSITION/ELEVATION WELL
 ES0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0774+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 ES0774
 ES0774  HISTORY     - Date     Condition        Report By
 ES0774  HISTORY     - 1983     MONUMENTED       NGS
 ES0774  HISTORY     - 1983     GOOD             NGS
 ES0774  HISTORY     - 20040224 GOOD             MSAM
 ES0774
 ES0774                          STATION DESCRIPTION
 ES0774
 ES0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0774'IN HOLBROOK.
 ES0774'IN HOLBROOK, AT THE INTERSECTION OF INTERSTATE HIGHWAY 40 AND NAVAJO
 ES0774'BOULEVARD, IN THE CENTER OF A 40 BY 82 FT EXPOSED AREA OF OUTCROPPING
 ES0774'BEDROCK, 172.0 METERS (564.3 FT) NORTHEAST OF THE CENTER OF THE WEST
 ES0774'BOUND LANES OF THE HIGHWAY, 32.7 METERS (107.3 FT) EAST-NORTHEAST OF A
 ES0774'HIGHWAY INFORMATION SIGN, 21.7 METERS (71.2 FT) SOUTHEAST OF THE
 ES0774'CENTERLINE OF THE EAST BOUND LANES OF THE BOULEVARD AND 3.3 METERS
 ES0774'(10.8 FT) NORTHWEST OF A CHAIN-LINK FENCE.
 ES0774'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0774'THE MARK IS 1.0 M ABOVE THE BOULEVARD.
 ES0774
 ES0774                          STATION RECOVERY (1983)
 ES0774
 ES0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0774'RECOVERED IN GOOD CONDITION.
 ES0774
 ES0774                          STATION RECOVERY (2004)
 ES0774
 ES0774'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 ES0774'RECOVERY NOTE MSAM 2004 (DJK)
 ES0774' 
 ES0774'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0460 ***********************************************************************
 GP0460  DESIGNATION -  B 506
 GP0460  PID         -  GP0460
 GP0460  STATE/COUNTY-  AZ/COCONINO
 GP0460  USGS QUAD   -  TUBA CITY NE (1969)
 GP0460
 GP0460                         *CURRENT SURVEY CONTROL
 GP0460  ___________________________________________________________________
 GP0460* NAD 83(1986)-  36 09 50.     (N)    111 05 49.     (W)     SCALED    
 GP0460* NAVD 88     -      1584.624  (meters)    5198.89   (feet)  ADJUSTED  
 GP0460  ___________________________________________________________________
 GP0460  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0460  DYNAMIC HT  -        1582.618 (meters)    5192.31  (feet)  COMP
 GP0460  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 GP0460
 GP0460  VERT ORDER  -  FIRST     CLASS II
 GP0460
 GP0460.The horizontal coordinates were scaled from a topographic map and have
 GP0460.an estimated accuracy of +/- 6 seconds.
 GP0460
 GP0460.The orthometric height was determined by differential leveling
 GP0460.and adjusted in June 1991.
 GP0460
 GP0460.The geoid height was determined by GEOID03.
 GP0460
 GP0460.The dynamic height is computed by dividing the NAVD 88
 GP0460.geopotential number by the normal gravity value computed on the
 GP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0460.degrees latitude (g = 980.6199 gals.).
 GP0460
 GP0460.The modeled gravity was interpolated from observed gravity values.
 GP0460
 GP0460;                    North         East    Units  Estimated Accuracy
 GP0460;SPC AZ C     -   573,010.      287,110.      MT  (+/- 180 meters Scaled)
 GP0460
 GP0460                          SUPERSEDED SURVEY CONTROL
 GP0460
 GP0460.No superseded survey control is available for this station.
 GP0460
 GP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF912021(NAD 83)
 GP0460_MARKER: I = METAL ROD
 GP0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0460_SP_SET: STAINLESS STEEL ROD
 GP0460_STAMPING: B 506 1983
 GP0460_MARK LOGO: NGS   
 GP0460_PROJECTION: FLUSH
 GP0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0460_ROD/PIPE-DEPTH: 3.4  meters
 GP0460
 GP0460  HISTORY     - Date     Condition        Report By
 GP0460  HISTORY     - 1983     MONUMENTED       NGS
 GP0460
 GP0460                          STATION DESCRIPTION
 GP0460
 GP0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0460'12.9 KM (8.0 MI) NE FROM TUBA CITY.
 GP0460'12.9 KM (8.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0460'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.3 KM (0.2 MI)
 GP0460'SOUTHWEST OF MILEPOST 330, 30.3 METERS (99.4 FT) SOUTHEAST OF THE
 GP0460'CENTERLINE OF THE HIGHWAY, AND 7.4 METERS (24.3 FT) NORTHEAST OF THE
 GP0460'CENTER OF A PRIVATE DRIVE LEADING SOUTHEAST.  NOTE=ACCESS TO THE DATUM
 GP0460'POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0460'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0460'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0389 ***********************************************************************
 GP0389  DESIGNATION -  B 507
 GP0389  PID         -  GP0389
 GP0389  STATE/COUNTY-  AZ/NAVAJO
 GP0389  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0389
 GP0389                         *CURRENT SURVEY CONTROL
 GP0389  ___________________________________________________________________
 GP0389* NAD 83(1986)-  36 56 32.     (N)    110 12 50.     (W)     SCALED    
 GP0389* NAVD 88     -      1617.274  (meters)    5306.01   (feet)  ADJUSTED  
 GP0389  ___________________________________________________________________
 GP0389  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GP0389  DYNAMIC HT  -        1615.410 (meters)    5299.89  (feet)  COMP
 GP0389  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 GP0389
 GP0389  VERT ORDER  -  FIRST     CLASS II
 GP0389
 GP0389.The horizontal coordinates were scaled from a topographic map and have
 GP0389.an estimated accuracy of +/- 6 seconds.
 GP0389
 GP0389.The orthometric height was determined by differential leveling
 GP0389.and adjusted in June 1991.
 GP0389
 GP0389.The geoid height was determined by GEOID03.
 GP0389
 GP0389.The dynamic height is computed by dividing the NAVD 88
 GP0389.geopotential number by the normal gravity value computed on the
 GP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0389.degrees latitude (g = 980.6199 gals.).
 GP0389
 GP0389.The modeled gravity was interpolated from observed gravity values.
 GP0389
 GP0389;                    North         East    Units  Estimated Accuracy
 GP0389;SPC AZ E     -   659,060.      209,150.      MT  (+/- 180 meters Scaled)
 GP0389
 GP0389                          SUPERSEDED SURVEY CONTROL
 GP0389
 GP0389.No superseded survey control is available for this station.
 GP0389
 GP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF699887(NAD 83)
 GP0389_MARKER: DB = BENCH MARK DISK
 GP0389_SETTING: 66 = SET IN ROCK OUTCROP
 GP0389_SP_SET: ROCK OUTCROP
 GP0389_STAMPING: B 507 1983
 GP0389_MARK LOGO: NGS   
 GP0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0389
 GP0389  HISTORY     - Date     Condition        Report By
 GP0389  HISTORY     - 1983     MONUMENTED       NGS
 GP0389
 GP0389                          STATION DESCRIPTION
 GP0389
 GP0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0389'30.1 KM (18.7 MI) NORTH FROM KAYENTA.
 GP0389'30.1 KM (18.7 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0389'WITH U.S. HIGHWAY 160 IN KAYENTA, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 GP0389'412, IN THE NORTH END OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 GP0389'0.2 KM (0.1 MI) NORTH OF A FIELD ENTRANCE, 30.0 METERS (98.4 FT) SOUTH
 GP0389'OF THE NORTH END OF THE CUT, 13.6 METERS (44.6 FT) EAST OF A FENCE AND
 GP0389'WITNESS POST, 10.0 METERS (32.8 FT) WEST OF THE CENTERLINE OF THE
 GP0389'HIGHWAY, AND 0.9 METER (3.0 FT) SOUTH OF THE NORTH END OF THE CUT.
 GP0389'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0389'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0373 ***********************************************************************
 GP0373  DESIGNATION -  B 508
 GP0373  PID         -  GP0373
 GP0373  STATE/COUNTY-  AZ/COCONINO
 GP0373  USGS QUAD   -  BODAWAY MESA (1988)
 GP0373
 GP0373                         *CURRENT SURVEY CONTROL
 GP0373  ___________________________________________________________________
 GP0373* NAD 83(2007)-  36 21 41.66551(N)    111 30 33.27313(W)     ADJUSTED  
 GP0373* NAVD 88     -      1770.065  (meters)    5807.29   (feet)  ADJUSTED  
 GP0373  ___________________________________________________________________
 GP0373  EPOCH DATE  -        2007.00
 GP0373  X           -  -1,885,952.017 (meters)                     COMP
 GP0373  Y           -  -4,785,504.150 (meters)                     COMP
 GP0373  Z           -   3,761,611.546 (meters)                     COMP
 GP0373  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GP0373  ELLIP HEIGHT-        1747.178 (meters)          (02/10/07) ADJUSTED
 GP0373  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GP0373  DYNAMIC HT  -        1767.832 (meters)    5799.96  (feet)  COMP
 GP0373
 GP0373  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0373  Type    PID    Designation                      North   East  Ellip
 GP0373  -------------------------------------------------------------------
 GP0373  NETWORK GP0373 B 508                             0.41   0.33   0.82
 GP0373  -------------------------------------------------------------------
 GP0373  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 GP0373
 GP0373  VERT ORDER  -  FIRST     CLASS II
 GP0373
 GP0373.The horizontal coordinates were established by GPS observations
 GP0373.and adjusted by the National Geodetic Survey in February 2007.
 GP0373
 GP0373.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0373.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0373.The horizontal coordinates are valid at the epoch date displayed above.
 GP0373.The epoch date for horizontal control is a decimal equivalence
 GP0373.of Year/Month/Day.
 GP0373
 GP0373.The orthometric height was determined by differential leveling
 GP0373.and adjusted in June 1991.
 GP0373
 GP0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0373
 GP0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0373
 GP0373.The ellipsoidal height was determined by GPS observations
 GP0373.and is referenced to NAD 83.
 GP0373
 GP0373.The geoid height was determined by GEOID03.
 GP0373
 GP0373.The dynamic height is computed by dividing the NAVD 88
 GP0373.geopotential number by the normal gravity value computed on the
 GP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0373.degrees latitude (g = 980.6199 gals.).
 GP0373
 GP0373.The modeled gravity was interpolated from observed gravity values.
 GP0373
 GP0373;                    North         East     Units Scale Factor Converg.
 GP0373;SPC AZ C     -   594,707.027   249,922.878   MT  0.99991647   +0 14 29.6
 GP0373;SPC AZ C     - 1,951,138.54    819,956.95   iFT  0.99991647   +0 14 29.6
 GP0373;UTM  12      - 4,024,173.855   454,313.426   MT  0.99962572   -0 18 06.9
 GP0373
 GP0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0373!SPC AZ C     -   0.99972587  x   0.99991647  =   0.99964236
 GP0373!UTM  12      -   0.99972587  x   0.99962572  =   0.99935169
 GP0373
 GP0373                          SUPERSEDED SURVEY CONTROL
 GP0373
 GP0373  NAD 83(1992)-  36 21 41.66543(N)    111 30 33.27281(W) AD(       ) B
 GP0373  ELLIP H (08/22/05) 1747.181  (m)                       GP(       ) 3 1
 GP0373  NAVD 88 (08/22/05) 1770.07   (m)         5807.3    (f) LEVELING    3  
 GP0373
 GP0373.Superseded values are not recommended for survey control.
 GP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0373.See file dsdata.txt to determine how the superseded data were derived.
 GP0373
 GP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5431324174(NAD 83)
 GP0373_MARKER: DB = BENCH MARK DISK
 GP0373_SETTING: 66 = SET IN ROCK OUTCROP
 GP0373_SP_SET: ROCK OUTCROP
 GP0373_STAMPING: B 508 1983
 GP0373_MARK LOGO: NGS   
 GP0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0373+STABILITY: POSITION/ELEVATION WELL
 GP0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0373+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0373
 GP0373  HISTORY     - Date     Condition        Report By
 GP0373  HISTORY     - 1983     MONUMENTED       NGS
 GP0373  HISTORY     - 20050401 GOOD             NGS
 GP0373
 GP0373                          STATION DESCRIPTION
 GP0373
 GP0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0373'7.9 KM (4.9 MI) NW FROM THE GAP.
 GP0373'7.95 KM (4.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0373'AT THE GAP, IN TOP OF AND 0.9 METER (3 FT) SOUTHEAST OF THE NORTHWEST
 GP0373'EDGE OF A LEDGE OF LIMESTONE OUTCROP ON THE SOUTHEAST BANK OF A SMALL
 GP0373'DRY WASH AND SOUTHWEST ACROSS THE HIGHWAY FROM A TALL NARROW WATER
 GP0373'TANK, 27.3 METERS (89.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GP0373'14.9 METERS (49 FT) SOUTHWEST OF THE SOUTHWEST END OF A 24-INCH
 GP0373'CORRUGATED METAL PIPE CULVERT, 3.9 METERS (13 FT) SOUTHEAST OF THE
 GP0373'CENTER OF THE WASH.
 GP0373'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GP0373'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 GP0373
 GP0373                          STATION RECOVERY (2005)
 GP0373
 GP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0373'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0251 ***********************************************************************
 GP0251  DESIGNATION -  B 51
 GP0251  PID         -  GP0251
 GP0251  STATE/COUNTY-  AZ/COCONINO
 GP0251  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0251
 GP0251                         *CURRENT SURVEY CONTROL
 GP0251  ___________________________________________________________________
 GP0251* NAD 83(1986)-  36 44 48.     (N)    111 44 30.     (W)     SCALED    
 GP0251* NAVD 88     -      1248.262  (meters)    4095.34   (feet)  POSTED    
 GP0251  ___________________________________________________________________
 GP0251  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0251  DYNAMIC HT  -        1246.810 (meters)    4090.58  (feet)  COMP
 GP0251  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 GP0251
 GP0251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0251
 GP0251.The horizontal coordinates were scaled from a topographic map and have
 GP0251.an estimated accuracy of +/- 6 seconds.
 GP0251
 GP0251.The orthometric height was determined by differential leveling
 GP0251.and adjusted by the  in 1992.
 GP0251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0251.rate of 0.0 thru 1.0 mm/km.
 GP0251
 GP0251.The geoid height was determined by GEOID03.
 GP0251
 GP0251.The dynamic height is computed by dividing the NAVD 88
 GP0251.geopotential number by the normal gravity value computed on the
 GP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0251.degrees latitude (g = 980.6199 gals.).
 GP0251
 GP0251.The modeled gravity was interpolated from observed gravity values.
 GP0251
 GP0251;                    North         East    Units  Estimated Accuracy
 GP0251;SPC AZ C     -   637,370.      228,990.      MT  (+/- 180 meters Scaled)
 GP0251
 GP0251                          SUPERSEDED SURVEY CONTROL
 GP0251
 GP0251  NGVD 29 (??/??/92) 1247.354  (m)         4092.36   (f) ADJ UNCH    1 2
 GP0251
 GP0251.Superseded values are not recommended for survey control.
 GP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0251.See file dsdata.txt to determine how the superseded data were derived.
 GP0251
 GP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF337670(NAD 83)
 GP0251_MARKER: DB = BENCH MARK DISK
 GP0251_SETTING: 66 = SET IN ROCK OUTCROP
 GP0251_SP_SET: ROCK OUTCROP
 GP0251_STAMPING: B 51 1934
 GP0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0251+STABILITY: POSITION/ELEVATION WELL
 GP0251
 GP0251  HISTORY     - Date     Condition        Report By
 GP0251  HISTORY     - 1934     MONUMENTED       CGS
 GP0251
 GP0251                          STATION DESCRIPTION
 GP0251
 GP0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0251'7.9 MI SW FROM MARBLE CANYON.
 GP0251'7.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0251'MARBLE CANYON, COCONINO COUNTY, 0.5 MILE EAST OF THE CLIFF DWELLERS
 GP0251'SERVICE STATION IN 1934, 90 YARDS EAST OF THE CULVERT AT STATION
 GP0251'445+75.0, 90 YARDS EAST OF THE EAST ONE OF SOME LARGE BOULDERS SOUTH
 GP0251'OF THE HIGHWAY, 72 FEET EAST OF A SMALL FALL IN A WASH, 51 FEET SOUTH
 GP0251'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF A ROCK
 GP0251'OUTCROP, AND ABOUT 18 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 GP0251'STAMPED B 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0509 ***********************************************************************
 FQ0509  DESIGNATION -  B 510
 FQ0509  PID         -  FQ0509
 FQ0509  STATE/COUNTY-  AZ/COCONINO
 FQ0509  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0509
 FQ0509                         *CURRENT SURVEY CONTROL
 FQ0509  ___________________________________________________________________
 FQ0509* NAD 83(1986)-  35 51 38.     (N)    111 25 13.     (W)     SCALED    
 FQ0509* NAVD 88     -      1317.741  (meters)    4323.29   (feet)  ADJUSTED  
 FQ0509  ___________________________________________________________________
 FQ0509  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FQ0509  DYNAMIC HT  -        1316.094 (meters)    4317.89  (feet)  COMP
 FQ0509  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 FQ0509
 FQ0509  VERT ORDER  -  FIRST     CLASS II
 FQ0509
 FQ0509.The horizontal coordinates were scaled from a topographic map and have
 FQ0509.an estimated accuracy of +/- 6 seconds.
 FQ0509
 FQ0509.The orthometric height was determined by differential leveling
 FQ0509.and adjusted in June 1991.
 FQ0509
 FQ0509.The geoid height was determined by GEOID03.
 FQ0509
 FQ0509.The dynamic height is computed by dividing the NAVD 88
 FQ0509.geopotential number by the normal gravity value computed on the
 FQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0509.degrees latitude (g = 980.6199 gals.).
 FQ0509
 FQ0509.The modeled gravity was interpolated from observed gravity values.
 FQ0509
 FQ0509;                    North         East    Units  Estimated Accuracy
 FQ0509;SPC AZ C     -   539,160.      258,190.      MT  (+/- 180 meters Scaled)
 FQ0509
 FQ0509                          SUPERSEDED SURVEY CONTROL
 FQ0509
 FQ0509.No superseded survey control is available for this station.
 FQ0509
 FQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE620685(NAD 83)
 FQ0509_MARKER: DB = BENCH MARK DISK
 FQ0509_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0509_SP_SET: ROCK OUTCROP
 FQ0509_STAMPING: B 510 1983
 FQ0509_MARK LOGO: NGS   
 FQ0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0509+STABILITY: POSITION/ELEVATION WELL
 FQ0509
 FQ0509  HISTORY     - Date     Condition        Report By
 FQ0509  HISTORY     - 1983     MONUMENTED       NGS
 FQ0509
 FQ0509                          STATION DESCRIPTION
 FQ0509
 FQ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0509'1.8 KM (1.1 MI) SOUTH FROM CAMERON.
 FQ0509'1.8 KM (1.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0509'CAMERON, IN TOP OF A MASSIVE SANDSTONE OUTCROP ON THE EAST SIDE OF A
 FQ0509'LARGE WASH, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 466, 73.1 METERS (240
 FQ0509'FT) WEST OF THE HIGHWAY CENTERLINE, 46.0 METERS (151 FT) WEST OF THE
 FQ0509'WEST RIGHT OF WAY FENCE, 4.5 METERS (15 FT) EAST OF THE EAST EDGE OF
 FQ0509'THE WASH.
 FQ0509'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0509'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0501 ***********************************************************************
 FQ0501  DESIGNATION -  B 511
 FQ0501  PID         -  FQ0501
 FQ0501  STATE/COUNTY-  AZ/COCONINO
 FQ0501  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0501
 FQ0501                         *CURRENT SURVEY CONTROL
 FQ0501  ___________________________________________________________________
 FQ0501* NAD 83(1986)-  35 46 16.     (N)    111 27 47.     (W)     SCALED    
 FQ0501* NAVD 88     -      1424.384  (meters)    4673.17   (feet)  ADJUSTED  
 FQ0501  ___________________________________________________________________
 FQ0501  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0501  DYNAMIC HT  -        1422.581 (meters)    4667.25  (feet)  COMP
 FQ0501  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 FQ0501
 FQ0501  VERT ORDER  -  FIRST     CLASS II
 FQ0501
 FQ0501.The horizontal coordinates were scaled from a topographic map and have
 FQ0501.an estimated accuracy of +/- 6 seconds.
 FQ0501
 FQ0501.The orthometric height was determined by differential leveling
 FQ0501.and adjusted in June 1991.
 FQ0501
 FQ0501.The geoid height was determined by GEOID03.
 FQ0501
 FQ0501.The dynamic height is computed by dividing the NAVD 88
 FQ0501.geopotential number by the normal gravity value computed on the
 FQ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0501.degrees latitude (g = 980.6199 gals.).
 FQ0501
 FQ0501.The modeled gravity was interpolated from observed gravity values.
 FQ0501
 FQ0501;                    North         East    Units  Estimated Accuracy
 FQ0501;SPC AZ C     -   529,210.      254,370.      MT  (+/- 180 meters Scaled)
 FQ0501
 FQ0501                          SUPERSEDED SURVEY CONTROL
 FQ0501
 FQ0501.No superseded survey control is available for this station.
 FQ0501
 FQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE581586(NAD 83)
 FQ0501_MARKER: DB = BENCH MARK DISK
 FQ0501_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0501_SP_SET: ROCK OUTCROP
 FQ0501_STAMPING: B 511 1983
 FQ0501_MARK LOGO: NGS   
 FQ0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0501+STABILITY: POSITION/ELEVATION WELL
 FQ0501
 FQ0501  HISTORY     - Date     Condition        Report By
 FQ0501  HISTORY     - 1983     MONUMENTED       NGS
 FQ0501
 FQ0501                          STATION DESCRIPTION
 FQ0501
 FQ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0501'12.6 KM (7.8 MI) SOUTH FROM CAMERON.
 FQ0501'12.6 KM (7.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0501'CAMERON, IN TOP OF A PORTION OF OUTCROP ON THE WEST EDGE OF A DRAINAGE
 FQ0501'DITCH, 0.3 KM (0.2 MI) SOUTH OF A ROAD LEADING WEST, 21.9 METERS (72
 FQ0501'FT) EAST OF THE HIGHWAY CENTERLINE, 100.5 METERS (330 FT) NORTHEAST OF
 FQ0501'MILEPOST 459, 53.3 METERS (175 FT) SOUTH OF THE SOUTH END OF A
 FQ0501'HEADWALL FOR A 48-INCH CORRUGATED METAL PIPE CULVERT, 7.6 METERS (25
 FQ0501'FT) WEST OF THE RIGHT OF WAY FENCE, 1.5 METERS (5 FT) WEST OF THE WEST
 FQ0501'EDGE OF THE DITCH.
 FQ0501'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0501'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0435 ***********************************************************************
 GP0435  DESIGNATION -  B 512
 GP0435  PID         -  GP0435
 GP0435  STATE/COUNTY-  AZ/COCONINO
 GP0435  USGS QUAD   -  COW SPRINGS (1970)
 GP0435
 GP0435                         *CURRENT SURVEY CONTROL
 GP0435  ___________________________________________________________________
 GP0435* NAD 83(1986)-  36 25 27.     (N)    110 47 32.     (W)     SCALED    
 GP0435* NAVD 88     -      1815.384  (meters)    5955.97   (feet)  ADJUSTED  
 GP0435  ___________________________________________________________________
 GP0435  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 GP0435  DYNAMIC HT  -        1813.094 (meters)    5948.46  (feet)  COMP
 GP0435  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 GP0435
 GP0435  VERT ORDER  -  FIRST     CLASS II
 GP0435
 GP0435.The horizontal coordinates were scaled from a topographic map and have
 GP0435.an estimated accuracy of +/- 6 seconds.
 GP0435
 GP0435.The orthometric height was determined by differential leveling
 GP0435.and adjusted in June 1991.
 GP0435
 GP0435.The geoid height was determined by GEOID03.
 GP0435
 GP0435.The dynamic height is computed by dividing the NAVD 88
 GP0435.geopotential number by the normal gravity value computed on the
 GP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0435.degrees latitude (g = 980.6199 gals.).
 GP0435
 GP0435.The modeled gravity was interpolated from observed gravity values.
 GP0435
 GP0435;                    North         East    Units  Estimated Accuracy
 GP0435;SPC AZ C     -   602,160.      314,190.      MT  (+/- 180 meters Scaled)
 GP0435
 GP0435                          SUPERSEDED SURVEY CONTROL
 GP0435
 GP0435.No superseded survey control is available for this station.
 GP0435
 GP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF186310(NAD 83)
 GP0435_MARKER: I = METAL ROD
 GP0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0435_SP_SET: STAINLESS STEEL ROD
 GP0435_STAMPING: B 512 1983
 GP0435_MARK LOGO: NGS   
 GP0435_PROJECTION: FLUSH
 GP0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0435_ROD/PIPE-DEPTH: 7.7  meters
 GP0435
 GP0435  HISTORY     - Date     Condition        Report By
 GP0435  HISTORY     - 1983     MONUMENTED       NGS
 GP0435
 GP0435                          STATION DESCRIPTION
 GP0435
 GP0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0435'54.0 KM (33.5 MI) NE FROM TUBA CITY.
 GP0435'54.0 KM (33.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0435'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 2.9 KM (1.8 MI)
 GP0435'NORTHEAST OF THE COW SPRINGS TRADING POST, 75.6 METERS (248.0 FT)
 GP0435'NORTH OF MILEPOST 355, 58.8 METERS (192.9 FT) NORTHWEST OF THE
 GP0435'CENTERLINE OF THE HIGHWAY, 11.1 METERS (36.4 FT) SOUTHWEST OF THE
 GP0435'CENTER OF A GRAVELED ROAD LEADING NORTH, AND 4.3 METERS (14.1 FT)
 GP0435'SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0435'THROUGH A 5-INCH LOGO CAP.
 GP0435'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0435'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0410 ***********************************************************************
 GP0410  DESIGNATION -  B 513
 GP0410  PID         -  GP0410
 GP0410  STATE/COUNTY-  AZ/NAVAJO
 GP0410  USGS QUAD   -  MARSH PASS (1968)
 GP0410
 GP0410                         *CURRENT SURVEY CONTROL
 GP0410  ___________________________________________________________________
 GP0410* NAD 83(1986)-  36 40 23.     (N)    110 23 54.     (W)     SCALED    
 GP0410* NAVD 88     -      1844.025  (meters)    6049.94   (feet)  ADJUSTED  
 GP0410  ___________________________________________________________________
 GP0410  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GP0410  DYNAMIC HT  -        1841.763 (meters)    6042.52  (feet)  COMP
 GP0410  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 GP0410
 GP0410  VERT ORDER  -  FIRST     CLASS II
 GP0410
 GP0410.The horizontal coordinates were scaled from a topographic map and have
 GP0410.an estimated accuracy of +/- 6 seconds.
 GP0410
 GP0410.The orthometric height was determined by differential leveling
 GP0410.and adjusted in June 1991.
 GP0410
 GP0410.The geoid height was determined by GEOID03.
 GP0410
 GP0410.The dynamic height is computed by dividing the NAVD 88
 GP0410.geopotential number by the normal gravity value computed on the
 GP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0410.degrees latitude (g = 980.6199 gals.).
 GP0410
 GP0410.The modeled gravity was interpolated from observed gravity values.
 GP0410
 GP0410;                    North         East    Units  Estimated Accuracy
 GP0410;SPC AZ E     -   629,220.      192,650.      MT  (+/- 180 meters Scaled)
 GP0410
 GP0410                          SUPERSEDED SURVEY CONTROL
 GP0410
 GP0410.No superseded survey control is available for this station.
 GP0410
 GP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF537587(NAD 83)
 GP0410_MARKER: DB = BENCH MARK DISK
 GP0410_SETTING: 66 = SET IN ROCK OUTCROP
 GP0410_SP_SET: ROCK OUTCROP
 GP0410_STAMPING: B 513 1983
 GP0410_MARK LOGO: NGS   
 GP0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0410+STABILITY: POSITION/ELEVATION WELL
 GP0410
 GP0410  HISTORY     - Date     Condition        Report By
 GP0410  HISTORY     - 1983     MONUMENTED       NGS
 GP0410
 GP0410                          STATION DESCRIPTION
 GP0410
 GP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0410'14.4 KM (8.95 MI) SW FROM KAYENTA.
 GP0410'14.4 KM (8.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0410'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.7 KM (0.45 MI) SOUTHWEST
 GP0410'OF MILEPOST 385, IN THE CENTER OF THE NORTHWEST 1/4 OF A 6- BY 18-FOOT
 GP0410'EXPOSED AREA OF OUTCROPPING BEDROCK, 111.5 METERS (365.8 FT) SOUTHWEST
 GP0410'OF THE EXTENDED CENTER OF A DIRT ROAD LEADING NORTHWEST, 11.9 METERS
 GP0410'(39.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER
 GP0410'(3.0 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP, AND 0.4 METER
 GP0410'(1.3 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0410'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 GP0410'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2495 ***********************************************************************
 CZ2495  DESIGNATION -  B 516
 CZ2495  PID         -  CZ2495
 CZ2495  STATE/COUNTY-  AZ/PINAL
 CZ2495  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2495
 CZ2495                         *CURRENT SURVEY CONTROL
 CZ2495  ___________________________________________________________________
 CZ2495* NAD 83(1986)-  32 43 10.     (N)    111 32 59.     (W)     SCALED    
 CZ2495* NAVD 88     -       482.697  (meters)    1583.65   (feet)  ADJUSTED  
 CZ2495  ___________________________________________________________________
 CZ2495  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2495  DYNAMIC HT  -         482.081 (meters)    1581.63  (feet)  COMP
 CZ2495  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 CZ2495
 CZ2495  VERT ORDER  -  FIRST     CLASS II
 CZ2495
 CZ2495.The horizontal coordinates were scaled from a topographic map and have
 CZ2495.an estimated accuracy of +/- 6 seconds.
 CZ2495
 CZ2495.The orthometric height was determined by differential leveling
 CZ2495.and adjusted in November 1993.
 CZ2495
 CZ2495.The geoid height was determined by GEOID03.
 CZ2495
 CZ2495.The dynamic height is computed by dividing the NAVD 88
 CZ2495.geopotential number by the normal gravity value computed on the
 CZ2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2495.degrees latitude (g = 980.6199 gals.).
 CZ2495
 CZ2495.The modeled gravity was interpolated from observed gravity values.
 CZ2495
 CZ2495;                    North         East    Units  Estimated Accuracy
 CZ2495;SPC AZ C     -   190,700.      247,760.      MT  (+/- 180 meters Scaled)
 CZ2495
 CZ2495                          SUPERSEDED SURVEY CONTROL
 CZ2495
 CZ2495.No superseded survey control is available for this station.
 CZ2495
 CZ2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484203(NAD 83)
 CZ2495_MARKER: I = METAL ROD
 CZ2495_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2495_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2495_STAMPING: B 516 1991
 CZ2495_MARK LOGO: NGS   
 CZ2495_PROJECTION: FLUSH
 CZ2495_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2495+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ2495_ROD/PIPE-DEPTH: 8.3  meters
 CZ2495_SLEEVE-DEPTH  : 0.9 meters
 CZ2495
 CZ2495  HISTORY     - Date     Condition        Report By
 CZ2495  HISTORY     - 1991     MONUMENTED       NGS
 CZ2495  HISTORY     - 20070311 GOOD             GEOCAC
 CZ2495
 CZ2495                          STATION DESCRIPTION
 CZ2495
 CZ2495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2495'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2495'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2495'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 12.4 M
 CZ2495'(40.7 FT) SOUTH OF THE CENTER OF PHILLIPS ROAD, 12.0 M (39.4 FT)
 CZ2495'NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE AROUND A
 CZ2495'CANAL DRAIN, 9.0 M (29.5 FT) EAST OF AND LEVEL WITH THE BOULEVARD
 CZ2495'CENTERLINE, 2.3 M (7.5 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE,
 CZ2495'1.5 M (4.9 FT) NORTH OF THE NORTHEAST CORNER OF UTILITY PEDESTAL
 CZ2495'NUMBER 27 SUNSHINE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 CZ2495'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2495
 CZ2495                          STATION RECOVERY (2007)
 CZ2495
 CZ2495'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2292 ***********************************************************************
 DU2292  DESIGNATION -  B 517
 DU2292  PID         -  DU2292
 DU2292  STATE/COUNTY-  AZ/PINAL
 DU2292  USGS QUAD   -  FLORENCE (1981)
 DU2292
 DU2292                         *CURRENT SURVEY CONTROL
 DU2292  ___________________________________________________________________
 DU2292* NAD 83(1986)-  33 07 08.     (N)    111 29 18.     (W)     SCALED    
 DU2292* NAVD 88     -       462.098  (meters)    1516.07   (feet)  ADJUSTED  
 DU2292  ___________________________________________________________________
 DU2292  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2292  DYNAMIC HT  -         461.538 (meters)    1514.23  (feet)  COMP
 DU2292  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 DU2292
 DU2292  VERT ORDER  -  FIRST     CLASS II
 DU2292
 DU2292.The horizontal coordinates were scaled from a topographic map and have
 DU2292.an estimated accuracy of +/- 6 seconds.
 DU2292
 DU2292.The orthometric height was determined by differential leveling
 DU2292.and adjusted in November 1993.
 DU2292
 DU2292.The geoid height was determined by GEOID03.
 DU2292
 DU2292.The dynamic height is computed by dividing the NAVD 88
 DU2292.geopotential number by the normal gravity value computed on the
 DU2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2292.degrees latitude (g = 980.6199 gals.).
 DU2292
 DU2292.The modeled gravity was interpolated from observed gravity values.
 DU2292
 DU2292;                    North         East    Units  Estimated Accuracy
 DU2292;SPC AZ C     -   235,020.      253,330.      MT  (+/- 180 meters Scaled)
 DU2292
 DU2292                          SUPERSEDED SURVEY CONTROL
 DU2292
 DU2292.No superseded survey control is available for this station.
 DU2292
 DU2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB544645(NAD 83)
 DU2292_MARKER: I = METAL ROD
 DU2292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2292_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2292_STAMPING: B 517 1992
 DU2292_MARK LOGO: NGS   
 DU2292_PROJECTION: FLUSH
 DU2292_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2292+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DU2292_ROD/PIPE-DEPTH: 3.4  meters
 DU2292_SLEEVE-DEPTH  : 0.9 meters
 DU2292
 DU2292  HISTORY     - Date     Condition        Report By
 DU2292  HISTORY     - 1992     MONUMENTED       NGS
 DU2292  HISTORY     - 20060907 GOOD             GEOCAC
 DU2292
 DU2292                          STATION DESCRIPTION
 DU2292
 DU2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2292'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU2292'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU2292'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 7.5 KM
 DU2292'(4.65 MI) NORTHERLY ALONG FELIX ROAD, THENCE 2.8 KM (1.75 MI)
 DU2292'WESTERLY ALONG ARIZONA FARMS ROAD, THENCE 0.1 KM (0.05 MI)
 DU2292'NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 6.8 M (22.3 FT)
 DU2292'SOUTHWEST OF THE NEAR RAIL, 3.7 M (12.1 FT) SOUTHWEST OF MILEPOST
 DU2292'951, 2.3 M (7.5 FT) NORTHEAST OF A UTILITY POLE STUB, 1.6 M (5.2 FT)
 DU2292'BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6 FT) SOUTHEAST OF A
 DU2292'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2292'LOGO CAP.
 DU2292
 DU2292                          STATION RECOVERY (2006)
 DU2292
 DU2292'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2318 ***********************************************************************
 DU2318  DESIGNATION -  B 518
 DU2318  PID         -  DU2318
 DU2318  STATE/COUNTY-  AZ/MARICOPA
 DU2318  USGS QUAD   -  MESA (1982)
 DU2318
 DU2318                         *CURRENT SURVEY CONTROL
 DU2318  ___________________________________________________________________
 DU2318* NAD 83(1986)-  33 24 56.     (N)    111 46 14.     (W)     SCALED    
 DU2318* NAVD 88     -       384.832  (meters)    1262.57   (feet)  ADJUSTED  
 DU2318  ___________________________________________________________________
 DU2318  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU2318  DYNAMIC HT  -         384.377 (meters)    1261.08  (feet)  COMP
 DU2318  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 DU2318
 DU2318  VERT ORDER  -  FIRST     CLASS II
 DU2318
 DU2318.The horizontal coordinates were scaled from a topographic map and have
 DU2318.an estimated accuracy of +/- 6 seconds.
 DU2318
 DU2318.The orthometric height was determined by differential leveling
 DU2318.and adjusted in November 1993.
 DU2318
 DU2318.The geoid height was determined by GEOID03.
 DU2318
 DU2318.The dynamic height is computed by dividing the NAVD 88
 DU2318.geopotential number by the normal gravity value computed on the
 DU2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2318.degrees latitude (g = 980.6199 gals.).
 DU2318
 DU2318.The modeled gravity was interpolated from observed gravity values.
 DU2318
 DU2318;                    North         East    Units  Estimated Accuracy
 DU2318;SPC AZ C     -   267,850.      226,950.      MT  (+/- 180 meters Scaled)
 DU2318
 DU2318                          SUPERSEDED SURVEY CONTROL
 DU2318
 DU2318.No superseded survey control is available for this station.
 DU2318
 DU2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB283976(NAD 83)
 DU2318_MARKER: I = METAL ROD
 DU2318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2318_SP_SET: STAINLESS STEEL ROD
 DU2318_STAMPING: B 518 1992
 DU2318_MARK LOGO: NGS   
 DU2318_PROJECTION: FLUSH
 DU2318_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2318+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU2318_ROD/PIPE-DEPTH: 3.6  meters
 DU2318
 DU2318  HISTORY     - Date     Condition        Report By
 DU2318  HISTORY     - 1992     MONUMENTED       NGS
 DU2318  HISTORY     - 20051230 GOOD             GEOCAC
 DU2318  HISTORY     - 20080501 GOOD             GEOCAC
 DU2318
 DU2318                          STATION DESCRIPTION
 DU2318
 DU2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2318'6.4 KM (3.95 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2318'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, 8.6 M
 DU2318'(28.2 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 7.2 M (23.6 FT)
 DU2318'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 DU2318'NORTH LINDSAY ROAD, 3.8 M (12.5 FT) NORTH-NORTHWEST OF A TRAFFIC
 DU2318'SIGNAL, 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE, AND 0.4 M (1.3 FT)
 DU2318'EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT
 DU2318'IS THROUGH A 5-INCH LOGO CAP.
 DU2318
 DU2318                          STATION RECOVERY (2005)
 DU2318
 DU2318'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2318'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE MARK IS 5.5 FEET
 DU2318'SOUTH OF THE UTILITY POLE. COORDINATES ARE
 DU2318'33 24 56.40 (N)   111 46 15.00 (W) (NAD 83).
 DU2318' 
 DU2318
 DU2318                          STATION RECOVERY (2008)
 DU2318
 DU2318'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2318'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU2318'24.939' W111 46.256'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2291 ***********************************************************************
 DV2291  DESIGNATION -  B 519
 DV2291  PID         -  DV2291
 DV2291  STATE/COUNTY-  AZ/MARICOPA
 DV2291  USGS QUAD   -  PHOENIX (1982)
 DV2291
 DV2291                         *CURRENT SURVEY CONTROL
 DV2291  ___________________________________________________________________
 DV2291* NAD 83(1986)-  33 24 25.     (N)    112 01 28.     (W)     SCALED    
 DV2291* NAVD 88     -       338.613  (meters)    1110.93   (feet)  ADJUSTED  
 DV2291  ___________________________________________________________________
 DV2291  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2291  DYNAMIC HT  -         338.224 (meters)    1109.66  (feet)  COMP
 DV2291  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DV2291
 DV2291  VERT ORDER  -  FIRST     CLASS II
 DV2291
 DV2291.The horizontal coordinates were scaled from a topographic map and have
 DV2291.an estimated accuracy of +/- 6 seconds.
 DV2291
 DV2291.The orthometric height was determined by differential leveling
 DV2291.and adjusted in November 1993.
 DV2291
 DV2291.The geoid height was determined by GEOID03.
 DV2291
 DV2291.The dynamic height is computed by dividing the NAVD 88
 DV2291.geopotential number by the normal gravity value computed on the
 DV2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2291.degrees latitude (g = 980.6199 gals.).
 DV2291
 DV2291.The modeled gravity was interpolated from observed gravity values.
 DV2291
 DV2291;                    North         East    Units  Estimated Accuracy
 DV2291;SPC AZ C     -   266,890.      203,340.      MT  (+/- 180 meters Scaled)
 DV2291
 DV2291                          SUPERSEDED SURVEY CONTROL
 DV2291
 DV2291.No superseded survey control is available for this station.
 DV2291
 DV2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047968(NAD 83)
 DV2291_MARKER: I = METAL ROD
 DV2291_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV2291+WITH SETTING: INFORMATION.
 DV2291_SP_SET: METAL ROD DRIVEN INTO GROUND
 DV2291_STAMPING: B 519 1992
 DV2291_MARK LOGO: NGS   
 DV2291_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2291+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2006
 DV2291
 DV2291  HISTORY     - Date     Condition        Report By
 DV2291  HISTORY     - 1992     MONUMENTED       NGS
 DV2291  HISTORY     - 20061026 GOOD             GEOCAC
 DV2291
 DV2291                          STATION DESCRIPTION
 DV2291
 DV2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2291'IN PHOENIX, AT THE INTERSECTION OF EAST BROADWAY ROAD AND SOUTH 27TH
 DV2291'STREET, 14.0 M (45.9 FT) WEST OF THE STREET CENTER, 6.4 M (21.0 FT)
 DV2291'NORTH OF AND LEVEL WITH THE WESTBOUND LANES OF THE ROAD, AND 0.5 M
 DV2291'(1.6 FT) NORTH OF A FENCE BETWEEN TWO PLANTERS.  NOTE--ACCESS TO THE
 DV2291'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 DV2291'REFUSAL AND ANCHORED, AT 2.3 METERS AND FLUSH WITH THE GROUND.
 DV2291
 DV2291                          STATION RECOVERY (2006)
 DV2291
 DV2291'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0034 ***********************************************************************
 GQ0034  DESIGNATION -  B 52
 GQ0034  PID         -  GQ0034
 GQ0034  STATE/COUNTY-  AZ/COCONINO
 GQ0034  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0034
 GQ0034                         *CURRENT SURVEY CONTROL
 GQ0034  ___________________________________________________________________
 GQ0034* NAD 83(1986)-  36 50 47.     (N)    112 16 12.     (W)     SCALED    
 GQ0034* NAVD 88     -      1871.765  (meters)    6140.95   (feet)  POSTED    
 GQ0034  ___________________________________________________________________
 GQ0034  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 GQ0034  DYNAMIC HT  -        1869.450 (meters)    6133.35  (feet)  COMP
 GQ0034  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 GQ0034
 GQ0034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0034
 GQ0034.The horizontal coordinates were scaled from a topographic map and have
 GQ0034.an estimated accuracy of +/- 6 seconds.
 GQ0034
 GQ0034.The orthometric height was determined by differential leveling
 GQ0034.and adjusted by the  in 1992.
 GQ0034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0034.rate of 0.0 thru 1.0 mm/km.
 GQ0034
 GQ0034.The geoid height was determined by GEOID03.
 GQ0034
 GQ0034.The dynamic height is computed by dividing the NAVD 88
 GQ0034.geopotential number by the normal gravity value computed on the
 GQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0034.degrees latitude (g = 980.6199 gals.).
 GQ0034
 GQ0034.The modeled gravity was interpolated from observed gravity values.
 GQ0034
 GQ0034;                    North         East    Units  Estimated Accuracy
 GQ0034;SPC AZ C     -   648,480.      181,850.      MT  (+/- 180 meters Scaled)
 GQ0034
 GQ0034                          SUPERSEDED SURVEY CONTROL
 GQ0034
 GQ0034  NGVD 29 (??/??/92) 1870.687  (m)         6137.41   (f) ADJ UNCH    1 2
 GQ0034
 GQ0034.Superseded values are not recommended for survey control.
 GQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0034.See file dsdata.txt to determine how the superseded data were derived.
 GQ0034
 GQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF867785(NAD 83)
 GQ0034_MARKER: DB = BENCH MARK DISK
 GQ0034_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0034_SP_SET: OUTCROP
 GQ0034_STAMPING: B 52 1934
 GQ0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0034+STABILITY: POSITION/ELEVATION WELL
 GQ0034
 GQ0034  HISTORY     - Date     Condition        Report By
 GQ0034  HISTORY     - 1934     MONUMENTED       CGS
 GQ0034  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0034
 GQ0034                          STATION DESCRIPTION
 GQ0034
 GQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0034'17.0 MI SE FROM FREDONIA.
 GQ0034'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0034'COUNTY, 1.0 MILE NORTHEAST OF A CATTLE GUARD AND FENCE ON THE WEST
 GQ0034'BOUNDARY OF THE KAIBAB NATIONAL FOREST, 71 FEET NORTHEAST OF A 2-FOOT
 GQ0034'IRON-PIPE CULVERT, 61 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GQ0034'ON THE EAST EDGE OF A RAVINE, AND IN THE TOP OF A LIMESTONE OUTCROP. A
 GQ0034'STANDARD DISK, STAMPED B 52 1934.
 GQ0034
 GQ0034                          STATION RECOVERY (1966)
 GQ0034
 GQ0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2316 ***********************************************************************
 DV2316  DESIGNATION -  B 520
 DV2316  PID         -  DV2316
 DV2316  STATE/COUNTY-  AZ/MARICOPA
 DV2316  USGS QUAD   -  TOLLESON (1982)
 DV2316
 DV2316                         *CURRENT SURVEY CONTROL
 DV2316  ___________________________________________________________________
 DV2316* NAD 83(1986)-  33 25 13.     (N)    112 21 15.     (W)     SCALED    
 DV2316* NAVD 88     -       292.221  (meters)     958.73   (feet)  ADJUSTED  
 DV2316  ___________________________________________________________________
 DV2316  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV2316  DYNAMIC HT  -         291.885 (meters)     957.63  (feet)  COMP
 DV2316  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 DV2316
 DV2316  VERT ORDER  -  FIRST     CLASS II
 DV2316
 DV2316.The horizontal coordinates were scaled from a topographic map and have
 DV2316.an estimated accuracy of +/- 6 seconds.
 DV2316
 DV2316.The orthometric height was determined by differential leveling
 DV2316.and adjusted in November 1993.
 DV2316
 DV2316.The geoid height was determined by GEOID03.
 DV2316
 DV2316.The dynamic height is computed by dividing the NAVD 88
 DV2316.geopotential number by the normal gravity value computed on the
 DV2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2316.degrees latitude (g = 980.6199 gals.).
 DV2316
 DV2316.The modeled gravity was interpolated from observed gravity values.
 DV2316
 DV2316;                    North         East    Units  Estimated Accuracy
 DV2316;SPC AZ C     -   268,450.      172,670.      MT  (+/- 180 meters Scaled)
 DV2316
 DV2316                          SUPERSEDED SURVEY CONTROL
 DV2316
 DV2316.No superseded survey control is available for this station.
 DV2316
 DV2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB740987(NAD 83)
 DV2316_MARKER: DV = VERTICAL CONTROL DISK
 DV2316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV2316_SP_SET: FOUNDATION
 DV2316_STAMPING: B 520 1992
 DV2316_MARK LOGO: NGS   
 DV2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2316+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2007
 DV2316
 DV2316  HISTORY     - Date     Condition        Report By
 DV2316  HISTORY     - 1992     MONUMENTED       NGS
 DV2316  HISTORY     - 20070320 GOOD             GEOCAC
 DV2316  HISTORY     - 20070323 GOOD             GEOCAC
 DV2316
 DV2316                          STATION DESCRIPTION
 DV2316
 DV2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2316'IN AVONDALE, AT 275 WEST LOWER BUCKEYE ROAD, SET VERTICALLY IN THE
 DV2316'NORTH FACE OF THE RESEARCH PRODUCTS CORPORATION WAREHOUSE, 67.0 M
 DV2316'(219.8 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 1.0 M (3.3
 DV2316'FT) ABOVE THE GROUND SURFACE, 0.8 M (2.6 FT) EAST OF THE NORTHWEST
 DV2316'CORNER OF THE BUILDING, AND 0.5 M (1.6 FT) WEST OF THE WEST EDGE OF
 DV2316'LOADING BAY NUMBER 1.
 DV2316
 DV2316                          STATION RECOVERY (2007)
 DV2316
 DV2316'RECOVERY NOTE BY GEOCACHING 2007 (RGP)
 DV2316'RECOVERED AS DESCRIBED. HH2 GPS COORDINATES N33 25 13.0 W112 21 11.2.
 DV2316
 DV2316                          STATION RECOVERY (2007)
 DV2316
 DV2316'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2335 ***********************************************************************
 DV2335  DESIGNATION -  B 521
 DV2335  PID         -  DV2335
 DV2335  STATE/COUNTY-  AZ/MARICOPA
 DV2335  USGS QUAD   -  FOWLER (1982)
 DV2335
 DV2335                         *CURRENT SURVEY CONTROL
 DV2335  ___________________________________________________________________
 DV2335* NAD 83(1986)-  33 22 38.     (N)    112 10 11.     (W)     SCALED    
 DV2335* NAVD 88     -       309.194  (meters)    1014.41   (feet)  ADJUSTED  
 DV2335  ___________________________________________________________________
 DV2335  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2335  DYNAMIC HT  -         308.841 (meters)    1013.26  (feet)  COMP
 DV2335  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DV2335
 DV2335  VERT ORDER  -  FIRST     CLASS II
 DV2335
 DV2335.The horizontal coordinates were scaled from a topographic map and have
 DV2335.an estimated accuracy of +/- 6 seconds.
 DV2335
 DV2335.The orthometric height was determined by differential leveling
 DV2335.and adjusted in August 1994.
 DV2335
 DV2335.The geoid height was determined by GEOID03.
 DV2335
 DV2335.The dynamic height is computed by dividing the NAVD 88
 DV2335.geopotential number by the normal gravity value computed on the
 DV2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2335.degrees latitude (g = 980.6199 gals.).
 DV2335
 DV2335.The modeled gravity was interpolated from observed gravity values.
 DV2335
 DV2335;                    North         East    Units  Estimated Accuracy
 DV2335;SPC AZ C     -   263,610.      189,820.      MT  (+/- 180 meters Scaled)
 DV2335
 DV2335                          SUPERSEDED SURVEY CONTROL
 DV2335
 DV2335.No superseded survey control is available for this station.
 DV2335
 DV2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911937(NAD 83)
 DV2335_MARKER: DV = VERTICAL CONTROL DISK
 DV2335_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2335_SP_SET: FOOTING
 DV2335_STAMPING: B 521 1994
 DV2335_MARK LOGO: NGS   
 DV2335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2335+STABILITY: POSITION/ELEVATION WELL
 DV2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2335+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 DV2335
 DV2335  HISTORY     - Date     Condition        Report By
 DV2335  HISTORY     - 1994     MONUMENTED       NGS
 DV2335  HISTORY     - 20060816 GOOD             GEOCAC
 DV2335
 DV2335                          STATION DESCRIPTION
 DV2335
 DV2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2335'1.7 KM (1.05 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2335'LAVEEN, NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR HIGH
 DV2335'LINE TOWER NUMBER 32, 133.7 M (438.6 FT) WEST THE AVENUE CENTERLINE,
 DV2335'17.6 M (57.7 FT) SOUTH OF THE CENTERLINE OF BASELINE ROAD, 5.1 M
 DV2335'(16.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE
 DV2335'ENCLOSING A WELL, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.5
 DV2335'M (1.6 FT) ABOVE THE GROUND SURFACE.
 DV2335
 DV2335                          STATION RECOVERY (2006)
 DV2335
 DV2335'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2379 ***********************************************************************
 DU2379  DESIGNATION -  B 522
 DU2379  PID         -  DU2379
 DU2379  STATE/COUNTY-  AZ/MARICOPA
 DU2379  USGS QUAD   -  MESA (1982)
 DU2379
 DU2379                         *CURRENT SURVEY CONTROL
 DU2379  ___________________________________________________________________
 DU2379* NAD 83(1986)-  33 24 01.     (N)    111 50 05.     (W)     SCALED    
 DU2379* NAVD 88     -       373.519  (meters)    1225.45   (feet)  ADJUSTED  
 DU2379  ___________________________________________________________________
 DU2379  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU2379  DYNAMIC HT  -         373.077 (meters)    1224.00  (feet)  COMP
 DU2379  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 DU2379
 DU2379  VERT ORDER  -  FIRST     CLASS II
 DU2379
 DU2379.The horizontal coordinates were scaled from a topographic map and have
 DU2379.an estimated accuracy of +/- 6 seconds.
 DU2379
 DU2379.The orthometric height was determined by differential leveling
 DU2379.and adjusted in August 1994.
 DU2379
 DU2379.The geoid height was determined by GEOID03.
 DU2379
 DU2379.The dynamic height is computed by dividing the NAVD 88
 DU2379.geopotential number by the normal gravity value computed on the
 DU2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2379.degrees latitude (g = 980.6199 gals.).
 DU2379
 DU2379.The modeled gravity was interpolated from observed gravity values.
 DU2379
 DU2379;                    North         East    Units  Estimated Accuracy
 DU2379;SPC AZ C     -   266,140.      220,980.      MT  (+/- 180 meters Scaled)
 DU2379
 DU2379                          SUPERSEDED SURVEY CONTROL
 DU2379
 DU2379.No superseded survey control is available for this station.
 DU2379
 DU2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB223959(NAD 83)
 DU2379_MARKER: I = METAL ROD
 DU2379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2379_SP_SET: STAINLESS STEEL ROD
 DU2379_STAMPING: B 522 1994
 DU2379_MARK LOGO: NGS   
 DU2379_PROJECTION: FLUSH
 DU2379_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2379+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DU2379_ROD/PIPE-DEPTH: 3.8  meters
 DU2379
 DU2379  HISTORY     - Date     Condition        Report By
 DU2379  HISTORY     - 1994     MONUMENTED       NGS
 DU2379  HISTORY     - 19941012 GOOD             NGS
 DU2379  HISTORY     - 19941026 GOOD             NGS
 DU2379  HISTORY     - 20051216 GOOD             GEOCAC
 DU2379
 DU2379                          STATION DESCRIPTION
 DU2379
 DU2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2379'IN MESA, AT THE INTERSECTION OF WEST 8TH AVENUE AND SOUTH MACDONALD
 DU2379'STREET, 16.9 M (55.4 FT) SOUTH OF THE AVENUE CENTERLINE, 8.7 M
 DU2379'(28.5 FT) EAST OF AND LEVEL WITH THE STREET CENTER, 7.5 M (24.6 FT)
 DU2379'SOUTH OF A UTILITY POLE, AND CENTERED BETWEEN 2 GUY CABLE ANCHORS.
 DU2379'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2379
 DU2379                          STATION RECOVERY (1994)
 DU2379
 DU2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU2379'IN MESA, AT THE INTERSECTION OF WEST 8TH AVENUE AND SOUTH MACDONALD
 DU2379'STREET, 16.9 M (55.4 FT) SOUTH OF THE AVENUE CENTER, 8.7 M (28.5 FT)
 DU2379'EAST OF AND LEVEL WITH THE STREET CENTER, 7.5 M (24.6 FT) SOUTH OF A
 DU2379'T-JUNCTION UTILITY POLE WITH 5 GUY CABLES, AND CENTERED BETWEEN 2 GUY
 DU2379'CABLE ANCHORS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2379'LOGO CAP.
 DU2379
 DU2379                          STATION RECOVERY (1994)
 DU2379
 DU2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2379'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2379'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2379'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2379'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2379'1.0 MILE (1.6 KM) TO THE INTERSECTION OF 8TH AVENUE.  TURN RIGHT AND
 DU2379'GO EAST ON 8TH AVENUE FOR 0.3 MILE (0.5 KM) TO THE INTERSECTION OF
 DU2379'MACDONALD AND THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT OF
 DU2379'THE INTERSECTION, 55.4 FEET (16.9 M) SOUTH OF THE AVENUE CENTERLINE,
 DU2379'28.5 FEET (8.7 M) EAST OF AND LEVEL WITH THE STREET CENTER, 24.6 FEET
 DU2379'(7.5 M) SOUTH OF A UTILITY POLE, AND CENTERED BETWEEN 2 GUY CABLE
 DU2379'ANCHORS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DU2379'CAP.
 DU2379
 DU2379                          STATION RECOVERY (2005)
 DU2379
 DU2379'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2379'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2379'33 24 01.50 (N)   111 50 02.88 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0520 ***********************************************************************
 FR0520  DESIGNATION -  B 53
 FR0520  PID         -  FR0520
 FR0520  STATE/COUNTY-  AZ/MOHAVE
 FR0520  USGS QUAD   -  VALENTINE (1980)
 FR0520
 FR0520                         *CURRENT SURVEY CONTROL
 FR0520  ___________________________________________________________________
 FR0520* NAD 83(1986)-  35 24 24.     (N)    113 44 55.     (W)     SCALED    
 FR0520* NAVD 88     -      1045.415  (meters)    3429.83   (feet)  ADJUSTED  
 FR0520  ___________________________________________________________________
 FR0520  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FR0520  DYNAMIC HT  -        1044.170 (meters)    3425.75  (feet)  COMP
 FR0520  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 FR0520
 FR0520  VERT ORDER  -  FIRST     CLASS I
 FR0520
 FR0520.The horizontal coordinates were scaled from a topographic map and have
 FR0520.an estimated accuracy of +/- 6 seconds.
 FR0520
 FR0520.The orthometric height was determined by differential leveling
 FR0520.and adjusted in June 1991.
 FR0520
 FR0520.The geoid height was determined by GEOID03.
 FR0520
 FR0520.The dynamic height is computed by dividing the NAVD 88
 FR0520.geopotential number by the normal gravity value computed on the
 FR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0520.degrees latitude (g = 980.6199 gals.).
 FR0520
 FR0520.The modeled gravity was interpolated from observed gravity values.
 FR0520
 FR0520;                    North         East    Units  Estimated Accuracy
 FR0520;SPC AZ W     -   488,700.      213,490.      MT  (+/- 180 meters Scaled)
 FR0520
 FR0520                          SUPERSEDED SURVEY CONTROL
 FR0520
 FR0520  NGVD 29 (??/??/92) 1044.610  (m)         3427.19   (f) ADJ UNCH    1 1
 FR0520
 FR0520.Superseded values are not recommended for survey control.
 FR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0520.See file dsdata.txt to determine how the superseded data were derived.
 FR0520
 FR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE504216(NAD 83)
 FR0520_MARKER: DB = BENCH MARK DISK
 FR0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0520_STAMPING: B 53 1934
 FR0520_MARK LOGO: CGS   
 FR0520_PROJECTION: PROJECTING 8 CENTIMETERS
 FR0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0520+STABILITY: SURFACE MOTION
 FR0520
 FR0520  HISTORY     - Date     Condition        Report By
 FR0520  HISTORY     - 1934     MONUMENTED       CGS
 FR0520  HISTORY     - 1940     GOOD             NGS
 FR0520  HISTORY     - 1982     GOOD             NGS
 FR0520
 FR0520                          STATION DESCRIPTION
 FR0520
 FR0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0520'2.9 MI N FROM HACKBERRY.
 FR0520'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0520'HACKBERRY, PROCEED NORTHWARD ALONG ROAD TOWARDS PIERCES FERRY, GO 2.9
 FR0520'MILES.  BENCH MARK IS 1.1 MILES NORTHWEST OF ROAD TOWARDS PIERCES
 FR0520'FERRY WITH U. S. HIGHWAY NO. 66. AT THE EAST END OF A GRASSY FLAT.
 FR0520'ABOUT 500 FEET SOUTHWEST OF HACKBERRY WASH. 12 FEET NORTHEAST OF THE
 FR0520'CENTER LINE OF THE ROAD. 2.5 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN
 FR0520'POST PROJECTING 2.0 FEET. STD. DISK B M IN CONCRETE POST PROJECTION
 FR0520'0.7 FOOT.
 FR0520
 FR0520                          STATION RECOVERY (1982)
 FR0520
 FR0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0520'41.4 KM (25.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0520'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 2.1 KM (1.3 MILES )
 FR0520'NORTHWEST ALONG A DIRT ROAD, AT AN ABANDONED WELL INCLOSED BY A WIRE
 FR0520'FENCE, 3.65 METERS (12.0 FEET) NORTHEAST OF THE CENTER OF THE ROAD,
 FR0520'21.6 METERS (71.0 FEET) SOUTHWEST OF WELL CASING.
 FR0520'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0372 ***********************************************************************
 GR0372  DESIGNATION -  B 54
 GR0372  PID         -  GR0372
 GR0372  STATE/COUNTY-  AZ/MOHAVE
 GR0372  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0372
 GR0372                         *CURRENT SURVEY CONTROL
 GR0372  ___________________________________________________________________
 GR0372* NAD 83(1986)-  36 02 15.     (N)    114 04 01.     (W)     SCALED    
 GR0372* NAVD 88     -       870.588  (meters)    2856.25   (feet)  POSTED    
 GR0372  ___________________________________________________________________
 GR0372  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GR0372  DYNAMIC HT  -         869.660 (meters)    2853.21  (feet)  COMP
 GR0372  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 GR0372
 GR0372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0372
 GR0372.The horizontal coordinates were scaled from a topographic map and have
 GR0372.an estimated accuracy of +/- 6 seconds.
 GR0372
 GR0372.The orthometric height was determined by differential leveling
 GR0372.and adjusted by the  in 1992.
 GR0372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0372.rate of 0.0 thru 1.0 mm/km.
 GR0372
 GR0372.The geoid height was determined by GEOID03.
 GR0372
 GR0372.The dynamic height is computed by dividing the NAVD 88
 GR0372.geopotential number by the normal gravity value computed on the
 GR0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0372.degrees latitude (g = 980.6199 gals.).
 GR0372
 GR0372.The modeled gravity was interpolated from observed gravity values.
 GR0372
 GR0372;                    North         East    Units  Estimated Accuracy
 GR0372;SPC AZ W     -   558,740.      184,800.      MT  (+/- 180 meters Scaled)
 GR0372
 GR0372                          SUPERSEDED SURVEY CONTROL
 GR0372
 GR0372  NGVD 29 (??/??/92)  869.879  (m)         2853.93   (f) ADJ UNCH    1 1
 GR0372
 GR0372.Superseded values are not recommended for survey control.
 GR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0372.See file dsdata.txt to determine how the superseded data were derived.
 GR0372
 GR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV642920(NAD 83)
 GR0372_MARKER: DB = BENCH MARK DISK
 GR0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0372_STAMPING: B 54 1934
 GR0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0372+STABILITY: SURFACE MOTION
 GR0372
 GR0372  HISTORY     - Date     Condition        Report By
 GR0372  HISTORY     - 1934     MONUMENTED       CGS
 GR0372  HISTORY     - 1950     GOOD             NGS
 GR0372
 GR0372                          STATION DESCRIPTION
 GR0372
 GR0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0372'8.3 MI S FROM PIERCES FERRY.
 GR0372'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0372'STATION AT PIERCES FERRY, THENCE 7.8 MILES SOUTH ALONG AN OLD
 GR0372'ABANDONED ROAD, ABOUT 0.6 MILE EAST OF THE PARK SERVICE ROAD, IN THE
 GR0372'APPROXIMATE CENTER OF A SHALLOW WASH, 19 FEET WEST OF THE CENTER LINE
 GR0372'OF THE ROAD, 3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 GR0372'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 GR0372'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1396 ***********************************************************************
 GR1396  DESIGNATION -  B 55
 GR1396  PID         -  GR1396
 GR1396  STATE/COUNTY-  AZ/MOHAVE
 GR1396  USGS QUAD   -  AZURE RIDGE (1983)
 GR1396
 GR1396                         *CURRENT SURVEY CONTROL
 GR1396  ___________________________________________________________________
 GR1396* NAD 83(1986)-  36 21 27.     (N)    114 01 07.     (W)     SCALED    
 GR1396* NAVD 88     -       565.650  (meters)    1855.80   (feet)  POSTED    
 GR1396  ___________________________________________________________________
 GR1396  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR1396  DYNAMIC HT  -         565.070 (meters)    1853.90  (feet)  COMP
 GR1396  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 GR1396
 GR1396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR1396
 GR1396.The horizontal coordinates were scaled from a topographic map and have
 GR1396.an estimated accuracy of +/- 6 seconds.
 GR1396
 GR1396.The orthometric height was determined by differential leveling
 GR1396.and adjusted by the  in 1992.
 GR1396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR1396.rate of 0.0 thru 1.0 mm/km.
 GR1396
 GR1396.The geoid height was determined by GEOID03.
 GR1396
 GR1396.The dynamic height is computed by dividing the NAVD 88
 GR1396.geopotential number by the normal gravity value computed on the
 GR1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1396.degrees latitude (g = 980.6199 gals.).
 GR1396
 GR1396.The modeled gravity was interpolated from observed gravity values.
 GR1396
 GR1396;                    North         East    Units  Estimated Accuracy
 GR1396;SPC AZ W     -   594,230.      189,250.      MT  (+/- 180 meters Scaled)
 GR1396
 GR1396                          SUPERSEDED SURVEY CONTROL
 GR1396
 GR1396  NGVD 29 (??/??/92)  564.948  (m)         1853.50   (f) ADJ UNCH    1 1
 GR1396
 GR1396.Superseded values are not recommended for survey control.
 GR1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1396.See file dsdata.txt to determine how the superseded data were derived.
 GR1396
 GR1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA675277(NAD 83)
 GR1396_MARKER: DB = BENCH MARK DISK
 GR1396_SETTING: 66 = SET IN ROCK OUTCROP
 GR1396_SP_SET: CONGLOMERATE ROCK
 GR1396_STAMPING: B 55 1934
 GR1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1396+STABILITY: POSITION/ELEVATION WELL
 GR1396
 GR1396  HISTORY     - Date     Condition        Report By
 GR1396  HISTORY     - 1934     MONUMENTED       CGS
 GR1396  HISTORY     - 1950     GOOD             NGS
 GR1396
 GR1396                          STATION DESCRIPTION
 GR1396
 GR1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR1396'36.7 MI S FROM RIVERSIDE, NV.
 GR1396'36.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR1396'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, 0.5
 GR1396'MILE SOUTHEAST OF A CATTLE GUARD, IN BLACK WASH, AT A 3 1/2-FOOT THICK
 GR1396'CONGLOMERATE ROCK, IN THE TOP OF THE WEST CORNER, ABOUT 115 YARDS
 GR1396'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 37 YARDS SOUTHEAST OF
 GR1396'THE APPROXIMATE CENTER OF THE MOUTH OF A WASH LEADING NORTHEAST, 30
 GR1396'FEET SOUTHWEST OF THE NORTHEAST VERTICAL BANK OF THE WASH 9 FEET
 GR1396'NORTHEAST OF THE APPROXIMATE CENTER OF THE WASH, AND ABOUT 3 FEET
 GR1396'HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0170 ***********************************************************************
 ET0170  DESIGNATION -  B 57
 ET0170  PID         -  ET0170
 ET0170  STATE/COUNTY-  AZ/MARICOPA
 ET0170  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0170
 ET0170                         *CURRENT SURVEY CONTROL
 ET0170  ___________________________________________________________________
 ET0170* NAD 83(1986)-  34 00 59.     (N)    112 08 52.     (W)     SCALED    
 ET0170* NAVD 88     -       585.00   (+/-2cm)    1919.3    (feet)  VERTCON   
 ET0170  ___________________________________________________________________
 ET0170  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 ET0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0170
 ET0170.The horizontal coordinates were scaled from a topographic map and have
 ET0170.an estimated accuracy of +/- 6 seconds.
 ET0170
 ET0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0170.The vertical order pertains to the NGVD 29 superseded value.
 ET0170
 ET0170.The geoid height was determined by GEOID03.
 ET0170
 ET0170;                    North         East    Units  Estimated Accuracy
 ET0170;SPC AZ C     -   334,500.      192,020.      MT  (+/- 180 meters Scaled)
 ET0170
 ET0170                          SUPERSEDED SURVEY CONTROL
 ET0170
 ET0170  NGVD 29 (??/??/92)  584.396  (m)         1917.31   (f) ADJ UNCH    2 0
 ET0170
 ET0170.Superseded values are not recommended for survey control.
 ET0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0170.See file dsdata.txt to determine how the superseded data were derived.
 ET0170
 ET0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940645(NAD 83)
 ET0170_MARKER: DB = BENCH MARK DISK
 ET0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0170_STAMPING: 1917.411 B 57 1934
 ET0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0170+STABILITY: SURFACE MOTION
 ET0170
 ET0170  HISTORY     - Date     Condition        Report By
 ET0170  HISTORY     - 1934     MONUMENTED       CGS
 ET0170  HISTORY     - 1955     MARK NOT FOUND   NGS
 ET0170
 ET0170                          STATION DESCRIPTION
 ET0170
 ET0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0170'2.25 MI S FROM ROCK SPRINGS.
 ET0170'2.25 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0170'SPRINGS (FORMERLY CANCN), 60 YARDS NORTH OF THE CROSSING OF SQUAW
 ET0170'CREEK, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON CREEK BOTTOM
 ET0170'LAND, AND BETWEEN THE CHANNELS OF AN INTERMITTENT STREAM.   THE
 ET0170'CONCRETE POST PROJECTS 7 INCHES ABOVE GROUND.  NOTE-- MAY HAVE BEEN
 ET0170'DESTROYED BY WIDENING AND REALIGNMENT OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0120 ***********************************************************************
 ET0120  DESIGNATION -  B 58
 ET0120  PID         -  ET0120
 ET0120  STATE/COUNTY-  AZ/YAVAPAI
 ET0120  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0120
 ET0120                         *CURRENT SURVEY CONTROL
 ET0120  ___________________________________________________________________
 ET0120* NAD 83(1986)-  34 33 07.     (N)    112 22 25.     (W)     SCALED    
 ET0120* NAVD 88     -      1601.59   (+/-2cm)    5254.5    (feet)  VERTCON   
 ET0120  ___________________________________________________________________
 ET0120  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0120
 ET0120.The horizontal coordinates were scaled from a topographic map and have
 ET0120.an estimated accuracy of +/- 6 seconds.
 ET0120
 ET0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0120.The vertical order pertains to the NGVD 29 superseded value.
 ET0120
 ET0120.The geoid height was determined by GEOID03.
 ET0120
 ET0120;                    North         East    Units  Estimated Accuracy
 ET0120;SPC AZ C     -   393,970.      171,420.      MT  (+/- 180 meters Scaled)
 ET0120
 ET0120                          SUPERSEDED SURVEY CONTROL
 ET0120
 ET0120  NGVD 29 (??/??/92) 1600.692  (m)         5251.60   (f) ADJ UNCH    2 0
 ET0120
 ET0120.Superseded values are not recommended for survey control.
 ET0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0120.See file dsdata.txt to determine how the superseded data were derived.
 ET0120
 ET0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD739242(NAD 83)
 ET0120_MARKER: DB = BENCH MARK DISK
 ET0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0120_SP_SET: BRIDGE
 ET0120_STAMPING: B 58 1934
 ET0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0120+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0120
 ET0120  HISTORY     - Date     Condition        Report By
 ET0120  HISTORY     - 1934     MONUMENTED       CGS
 ET0120  HISTORY     - 1973     GOOD             USGS
 ET0120  HISTORY     - 19970628 GOOD             USPSQD
 ET0120  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0120  HISTORY     - 20040821 GOOD             USPSQD
 ET0120  HISTORY     - 20060509 MARK NOT FOUND   GEOCAC
 ET0120
 ET0120                          STATION DESCRIPTION
 ET0120
 ET0120'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0120'4.8 MI E FROM PRESCOTT.
 ET0120'9.7 MILES NORTHWEST ALONG THE PRESCOTT ROAD FROM DEWEY. PRESCOTT, 3.9
 ET0120'MILES EAST OF THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 69, ON
 ET0120'HIGHWAY 69, THENCE 0.9 MILES EAST ON THE LYNX CREEK ROAD, IN THE TOP
 ET0120'OF THE WEST WIND WALL OF THE BRIDGE OVER LYNX CREEK, 12 FT. SOUTH OF
 ET0120'THE CENTER LINE OF THE ROAD.  A STANDARD TABLET STAMPED B 58 1934.
 ET0120
 ET0120                          STATION RECOVERY (1997)
 ET0120
 ET0120'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0120'RECOVERED IN GOOD CONDITION.
 ET0120
 ET0120                          STATION RECOVERY (2001)
 ET0120
 ET0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0120'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0120
 ET0120                          STATION RECOVERY (2004)
 ET0120
 ET0120'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0120'RECOVERED AS DESCRIBED.
 ET0120
 ET0120                          STATION RECOVERY (2006)
 ET0120
 ET0120'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0120'BOTH EAST AND WEST 'WIND WALL' ON SOUTH SIDE OF LYNX CREEK BRIDGE, AS
 ET0120'DESCRIBED IN 1973 RECOVERY NOTES, HAVE BEEN REPLACED WITH A SHOULDER
 ET0120'BUTTRESS LINKING THE OLD BRIDGE STRUCTURE TO THE NEW REPLACEMENT
 ET0120'BRIDGE. NEARBY HISTORICAL MARKERS CLEARLY SHOW THE OLD 'WIND WALL'
 ET0120'STRUCTURE AS IT EXISTED PRIOR TO NEW BRIDGE CONSTRUCTION IN 2000.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0155 ***********************************************************************
 FQ0155  DESIGNATION -  B 6
 FQ0155  PID         -  FQ0155
 FQ0155  STATE/COUNTY-  AZ/COCONINO
 FQ0155  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0155
 FQ0155                         *CURRENT SURVEY CONTROL
 FQ0155  ___________________________________________________________________
 FQ0155* NAD 83(1986)-  35 44 06.     (N)    111 29 35.     (W)     SCALED    
 FQ0155* NAVD 88     -      1533.067  (meters)    5029.74   (feet)  POSTED    
 FQ0155  ___________________________________________________________________
 FQ0155  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0155  DYNAMIC HT  -        1531.100 (meters)    5023.28  (feet)  COMP
 FQ0155  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 FQ0155
 FQ0155  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0155
 FQ0155.The horizontal coordinates were scaled from a topographic map and have
 FQ0155.an estimated accuracy of +/- 6 seconds.
 FQ0155
 FQ0155.The orthometric height was determined by differential leveling
 FQ0155.and adjusted by the  in 1992.
 FQ0155.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0155.rate of 1.1 thru 2.0 mm/km.
 FQ0155
 FQ0155.The geoid height was determined by GEOID03.
 FQ0155
 FQ0155.The dynamic height is computed by dividing the NAVD 88
 FQ0155.geopotential number by the normal gravity value computed on the
 FQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0155.degrees latitude (g = 980.6199 gals.).
 FQ0155
 FQ0155.The modeled gravity was interpolated from observed gravity values.
 FQ0155
 FQ0155;                    North         East    Units  Estimated Accuracy
 FQ0155;SPC AZ C     -   525,200.      251,680.      MT  (+/- 180 meters Scaled)
 FQ0155
 FQ0155                          SUPERSEDED SURVEY CONTROL
 FQ0155
 FQ0155  NGVD 29 (??/??/92) 1532.185  (m)         5026.84   (f) ADJ UNCH    1 2
 FQ0155
 FQ0155.Superseded values are not recommended for survey control.
 FQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0155.See file dsdata.txt to determine how the superseded data were derived.
 FQ0155
 FQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE554546(NAD 83)
 FQ0155_MARKER: DB = BENCH MARK DISK
 FQ0155_SETTING: 80 = SET IN A BOULDER
 FQ0155_SP_SET: BOULDER
 FQ0155_STAMPING: B 6 1921 5026.844 FT
 FQ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0155+STABILITY: SURFACE MOTION
 FQ0155
 FQ0155  HISTORY     - Date     Condition        Report By
 FQ0155  HISTORY     - 1921     MONUMENTED       CGS
 FQ0155  HISTORY     - 1955     GOOD             NGS
 FQ0155  HISTORY     - 1977     GOOD             NGS
 FQ0155
 FQ0155                          STATION DESCRIPTION
 FQ0155
 FQ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0155'12.4 MI S FROM CAMERON.
 FQ0155'ABOUT 11.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 89 FROM THE NORTH END OF
 FQ0155'THE SUSPENSION BRIDGE AT CAMERON, THENCE NORTHWEST ALONG AN ABANDONED
 FQ0155'GRADED ROAD FOR 0.8 MILES TO A REVERSE FORK AT THE INTERSECTION WITH
 FQ0155'THE 1921 HIGHWAY LOCATION, ABOUT 600 FEET SOUTH OF THE INTERSECTION,
 FQ0155'0.1 MILE NORTH OF A SUMMIT, 43 YARDS WEST OF THE CENTERLINE OF THE
 FQ0155'ABANDONED HIGHWAY, 30 YARDS EAST OF THE BASE OF THE MOST NORTHERLY OF
 FQ0155'SEVERAL LARGE RED SANDSTONE FORMATIONS, AND IN THE TOP OF A RED
 FQ0155'SANDSTONE BOULDER 2 FEET IN DIAMETER AND PROJECTING 1 1/2 FEET.
 FQ0155
 FQ0155                          STATION RECOVERY (1977)
 FQ0155
 FQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0155'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0155'DESCRIPTION FOLLOWS-- FROM THE JUNCTION OF U.S. HWYS. 66 AND 89, 3.60
 FQ0155'MILES EAST OF THE SANTA FE STATION IN FLAGSTAFF, TRAVEL NORTH ON HWY.
 FQ0155'89 FOR 38.10 MILES TO MILE POST 454.75 AND A GATE IN THE WEST R/W
 FQ0155'FENCE, PASS THROUGH GATE AND CONTINUE SOUTHWEST ON A TRACK ROAD FOR
 FQ0155'0.45 MILE TO THE OLD ABANDONED HWY., TURN RIGHT ON OLD HWY. AND GO
 FQ0155'1.50 MILES TO THE STATION ON THE LEFT. THE STATION IS 0.1 MILE NORTH
 FQ0155'OF A SUMMIT, 43 YARDS WEST OF CENTERLINE OF OLD HWY., 30 YARDS EAST F
 FQ0155'THE BASE OF THE MOST NORTHERLY OF SEVERAL LARGE RED SANDSTONE
 FQ0155'FORMATIONS, AND SET IN THE TOP OF A SANDSTONE BOULDER 2 FEET IN
 FQ0155'DIAMETER AND PROJECTING 1.5 FEET, MARKED BY WITNESS POST AND SIGN 2
 FQ0155'FEET SOUTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0111 ***********************************************************************
 FR0111  DESIGNATION -  B 61
 FR0111  PID         -  FR0111
 FR0111  STATE/COUNTY-  AZ/COCONINO
 FR0111  USGS QUAD   -  HOWARD LAKE (1989)
 FR0111
 FR0111                         *CURRENT SURVEY CONTROL
 FR0111  ___________________________________________________________________
 FR0111* NAD 83(1986)-  35 30 51.     (N)    112 11 54.     (W)     SCALED    
 FR0111* NAVD 88     -      1850.077  (meters)    6069.79   (feet)  POSTED    
 FR0111  ___________________________________________________________________
 FR0111  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0111  DYNAMIC HT  -        1847.600 (meters)    6061.67  (feet)  COMP
 FR0111  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 FR0111
 FR0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0111
 FR0111.The horizontal coordinates were scaled from a topographic map and have
 FR0111.an estimated accuracy of +/- 6 seconds.
 FR0111
 FR0111.The orthometric height was determined by differential leveling
 FR0111.and adjusted by the  in 1992.
 FR0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0111.rate of 0.0 thru 1.0 mm/km.
 FR0111
 FR0111.The geoid height was determined by GEOID03.
 FR0111
 FR0111.The dynamic height is computed by dividing the NAVD 88
 FR0111.geopotential number by the normal gravity value computed on the
 FR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0111.degrees latitude (g = 980.6199 gals.).
 FR0111
 FR0111.The modeled gravity was interpolated from observed gravity values.
 FR0111
 FR0111;                    North         East    Units  Estimated Accuracy
 FR0111;SPC AZ C     -   500,650.      187,810.      MT  (+/- 180 meters Scaled)
 FR0111
 FR0111                          SUPERSEDED SURVEY CONTROL
 FR0111
 FR0111  NGVD 29 (??/??/92) 1849.176  (m)         6066.84   (f) ADJ UNCH    2 0
 FR0111
 FR0111.Superseded values are not recommended for survey control.
 FR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0111.See file dsdata.txt to determine how the superseded data were derived.
 FR0111
 FR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE913307(NAD 83)
 FR0111_MARKER: DB = BENCH MARK DISK
 FR0111_SETTING: 66 = SET IN ROCK OUTCROP
 FR0111_SP_SET: LIMSTONE OUTCROP
 FR0111_STAMPING: B 61 1934
 FR0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0111+STABILITY: POSITION/ELEVATION WELL
 FR0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0111+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0111
 FR0111  HISTORY     - Date     Condition        Report By
 FR0111  HISTORY     - 1934     MONUMENTED       CGS
 FR0111  HISTORY     - 1976     GOOD             NGS
 FR0111  HISTORY     - 20000715 GOOD             AZDT
 FR0111
 FR0111                          STATION DESCRIPTION
 FR0111
 FR0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0111'19.75 MI N FROM WILLIAMS.
 FR0111'19.75 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0111'THE STATION AT WILLIAMS, COCONINO COUNTY, 57 FEET SOUTHWEST OF
 FR0111'MILEPOST 19, ABOUT 1-1/2 POLES NORTH OF BRIDGE 19 C, 59 FEET WEST OF
 FR0111'THE CENTER LINE OF THE TRACK, 4 FEET EAST OF A SMALL ROCK MOUND, AND
 FR0111'IN THE TOP OF A GRAY LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED B 61
 FR0111'1934.
 FR0111
 FR0111                          STATION RECOVERY (1976)
 FR0111
 FR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FR0111'RECOVERED IN GOOD CONDITION.
 FR0111
 FR0111                          STATION RECOVERY (2000)
 FR0111
 FR0111'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0177 ***********************************************************************
 GP0177  DESIGNATION -  B 62
 GP0177  PID         -  GP0177
 GP0177  STATE/COUNTY-  AZ/COCONINO
 GP0177  USGS QUAD   -  CAPE ROYAL (1988)
 GP0177
 GP0177                         *CURRENT SURVEY CONTROL
 GP0177  ___________________________________________________________________
 GP0177* NAD 83(1986)-  36 00 26.     (N)    111 53 43.     (W)     SCALED    
 GP0177* NAVD 88     -      2186.370  (meters)    7173.12   (feet)  POSTED    
 GP0177  ___________________________________________________________________
 GP0177  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 GP0177  DYNAMIC HT  -        2183.380 (meters)    7163.31  (feet)  COMP
 GP0177  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 GP0177
 GP0177  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0177
 GP0177.The horizontal coordinates were scaled from a topographic map and have
 GP0177.an estimated accuracy of +/- 6 seconds.
 GP0177
 GP0177.The orthometric height was determined by differential leveling
 GP0177.and adjusted by the  in 1992.
 GP0177.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0177.rate of 0.0 thru 1.0 mm/km.
 GP0177
 GP0177.The geoid height was determined by GEOID03.
 GP0177
 GP0177.The dynamic height is computed by dividing the NAVD 88
 GP0177.geopotential number by the normal gravity value computed on the
 GP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0177.degrees latitude (g = 980.6199 gals.).
 GP0177
 GP0177.The modeled gravity was interpolated from observed gravity values.
 GP0177
 GP0177;                    North         East    Units  Estimated Accuracy
 GP0177;SPC AZ C     -   555,310.      215,290.      MT  (+/- 180 meters Scaled)
 GP0177
 GP0177                          SUPERSEDED SURVEY CONTROL
 GP0177
 GP0177  NGVD 29 (??/??/92) 2185.322  (m)         7169.68   (f) ADJ UNCH    2 0
 GP0177
 GP0177.Superseded values are not recommended for survey control.
 GP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0177.See file dsdata.txt to determine how the superseded data were derived.
 GP0177
 GP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE193851(NAD 83)
 GP0177_MARKER: DB = BENCH MARK DISK
 GP0177_SETTING: 66 = SET IN ROCK OUTCROP
 GP0177_SP_SET: LIMESTONE OUTCROP
 GP0177_STAMPING: B 62 1934
 GP0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0177+STABILITY: POSITION/ELEVATION WELL
 GP0177
 GP0177  HISTORY     - Date     Condition        Report By
 GP0177  HISTORY     - 1934     MONUMENTED       CGS
 GP0177  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 GP0177
 GP0177                          STATION DESCRIPTION
 GP0177
 GP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0177'19.4 MI E FROM GRAND CANYON.
 GP0177'ABOUT 19.4 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0177'GRAND CANYON, COCONINO COUNTY, ABOUT 2.0 MILES EAST OF THE JUNCTION
 GP0177'WITH THE ROAD LEADING TO MORAN POINT, ABOUT 144 YARDS EAST OF A
 GP0177'GALVANIZED-IRON CULVERT, 41 FEET NORTH OF THE CENTER LINE OF THE
 GP0177'HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK,
 GP0177'STAMPED B 62 1934.
 GP0177
 GP0177                          STATION RECOVERY (2006)
 GP0177
 GP0177'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 GP0177'LOOKING FOR THIS MARK, FOLLOWED TO REACH DIRECTIONS.
 GP0177'PARKED ON THE SOUTH SIDE OF THE HIGHWAY APPROX. 1.9 MILES EAST FROM
 GP0177'THE JUNCTION OF 64 AND THE ROAD TO MORAN POINT.
 GP0177'WALKED EAST AND FOUND A CULVERT WHICH WOULD BE ABOUT 2 MILES.
 GP0177'CONTINUED EAST ABOUT 430 FT AND NORTH OF THE HIGHWAY ABOUT 41 FT FROM
 GP0177'THE CENTERLINE.
 GP0177'FOUND A LINE OF LIMESTONE OUTCROPPING, BUT THE ROCK IS COVERED WITH
 GP0177'DIRT AND DEBRIS FROM YEARS OF EROSION.
 GP0177'IT IS POSSIBLE THAT THE MARK IS STILL THERE, BUT I DID NOT HAVE THE
 GP0177'TOOLS (METAL DETECTOR AND DIGGING IMPLEMENTS) TO DO A MORE EXTENSIVE
 GP0177'SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0165 ***********************************************************************
 GP0165  DESIGNATION -  B 63
 GP0165  PID         -  GP0165
 GP0165  STATE/COUNTY-  AZ/COCONINO
 GP0165  USGS QUAD   -  MOENKOPI (1969)
 GP0165
 GP0165                         *CURRENT SURVEY CONTROL
 GP0165  ___________________________________________________________________
 GP0165* NAD 83(1986)-  36 02 48.     (N)    111 10 57.     (W)     SCALED    
 GP0165* NAVD 88     -      1611.073  (meters)    5285.66   (feet)  ADJUSTED  
 GP0165  ___________________________________________________________________
 GP0165  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0165  DYNAMIC HT  -        1609.002 (meters)    5278.87  (feet)  COMP
 GP0165  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 GP0165
 GP0165  VERT ORDER  -  SECOND    CLASS 0
 GP0165
 GP0165.The horizontal coordinates were scaled from a topographic map and have
 GP0165.an estimated accuracy of +/- 6 seconds.
 GP0165
 GP0165.The orthometric height was determined by differential leveling
 GP0165.and adjusted in June 1991.
 GP0165
 GP0165.The geoid height was determined by GEOID03.
 GP0165
 GP0165.The dynamic height is computed by dividing the NAVD 88
 GP0165.geopotential number by the normal gravity value computed on the
 GP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0165.degrees latitude (g = 980.6199 gals.).
 GP0165
 GP0165.The modeled gravity was interpolated from observed gravity values.
 GP0165
 GP0165;                    North         East    Units  Estimated Accuracy
 GP0165;SPC AZ C     -   559,940.      279,510.      MT  (+/- 180 meters Scaled)
 GP0165
 GP0165                          SUPERSEDED SURVEY CONTROL
 GP0165
 GP0165  NGVD 29 (??/??/92) 1610.135  (m)         5282.58   (f) ADJ UNCH    2 0
 GP0165
 GP0165.Superseded values are not recommended for survey control.
 GP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0165.See file dsdata.txt to determine how the superseded data were derived.
 GP0165
 GP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE835891(NAD 83)
 GP0165_MARKER: DB = BENCH MARK DISK
 GP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0165_STAMPING: B 63 1934
 GP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0165+STABILITY: SURFACE MOTION
 GP0165
 GP0165  HISTORY     - Date     Condition        Report By
 GP0165  HISTORY     - 1934     MONUMENTED       CGS
 GP0165  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0165
 GP0165                          STATION DESCRIPTION
 GP0165
 GP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0165'7.6 MI SE FROM TUBA CITY.
 GP0165'7.6 MILES SOUTHEAST ALONG THE ORAIBI ROAD FROM TUBA CITY, COCONINO
 GP0165'COUNTY, AND 39 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 GP0165'DISK, STAMPED B 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0165
 GP0165                          STATION RECOVERY (1983)
 GP0165
 GP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1794 ***********************************************************************
 DV1794  DESIGNATION -  B 63 A
 DV1794  PID         -  DV1794
 DV1794  STATE/COUNTY-  AZ/MARICOPA
 DV1794  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1794
 DV1794                         *CURRENT SURVEY CONTROL
 DV1794  ___________________________________________________________________
 DV1794* NAD 83(1986)-  33 40 08.     (N)    112 11 44.     (W)     SCALED    
 DV1794* NAVD 88     -       386.844  (meters)    1269.17   (feet)  ADJUSTED  
 DV1794  ___________________________________________________________________
 DV1794  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV1794  DYNAMIC HT  -         386.398 (meters)    1267.71  (feet)  COMP
 DV1794  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DV1794
 DV1794  VERT ORDER  -  SECOND    CLASS I
 DV1794
 DV1794.The horizontal coordinates were scaled from a topographic map and have
 DV1794.an estimated accuracy of +/- 6 seconds.
 DV1794
 DV1794.The orthometric height was determined by differential leveling
 DV1794.and adjusted in November 1993.
 DV1794
 DV1794.The geoid height was determined by GEOID03.
 DV1794
 DV1794.The dynamic height is computed by dividing the NAVD 88
 DV1794.geopotential number by the normal gravity value computed on the
 DV1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1794.degrees latitude (g = 980.6199 gals.).
 DV1794
 DV1794.The modeled gravity was interpolated from observed gravity values.
 DV1794
 DV1794;                    North         East    Units  Estimated Accuracy
 DV1794;SPC AZ C     -   295,970.      187,500.      MT  (+/- 180 meters Scaled)
 DV1794
 DV1794                          SUPERSEDED SURVEY CONTROL
 DV1794
 DV1794.No superseded survey control is available for this station.
 DV1794
 DV1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC891260(NAD 83)
 DV1794_MARKER: DB = BENCH MARK DISK
 DV1794_SETTING: 0 = UNSPECIFIED SETTING
 DV1794_STAMPING: B 63 A
 DV1794_MARK LOGO: AZDT  
 DV1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1794
 DV1794  HISTORY     - Date     Condition        Report By
 DV1794  HISTORY     - UNK      MONUMENTED       AZDT
 DV1794  HISTORY     - 1984     GOOD             AZDT
 DV1794  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1794
 DV1794                          STATION DESCRIPTION
 DV1794
 DV1794'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1794'IN PHOENIX.
 DV1794'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1794'TRAVEL WEST ALONG BEARDSLY ROAD FOR 7.73 KM (4.80 MI) TO THE MARK ON
 DV1794'THE LEFT, 6.4 METERS (21.1 FT) WEST OF CENTERLINE OF A NORTH-SOUTH
 DV1794'DIRT ROAD INTO A GRAPE VINEYARD, 7.44 METERS ( 24.4 FT) SOUTH OF THE
 DV1794'CENTERLINE OF BEARDSLY ROAD, 19.26 METERS (63.2 FT) SOUTH OF TELEP
 DV1794'POLE ON NORTH RIGHT-OF-WAY, AN AZDT ALUMINUM CAP EPOXIED ON THE BASE
 DV1794'OF AN 18-INCH IRON POLE ABOUT 4.6 METERS (15 FT) HIGH, AND THE CAP IS
 DV1794'0.488 METERS (1.6 FT) ABOVE SURFACE ON A CONCRETE BASE.
 DV1794
 DV1794                          STATION RECOVERY (2002)
 DV1794
 DV1794'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1794'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1794'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0311 ***********************************************************************
 ES0311  DESIGNATION -  B 65
 ES0311  PID         -  ES0311
 ES0311  STATE/COUNTY-  AZ/GILA
 ES0311  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0311
 ES0311                         *CURRENT SURVEY CONTROL
 ES0311  ___________________________________________________________________
 ES0311* NAD 83(1986)-  34 14 59.     (N)    111 17 01.     (W)     SCALED    
 ES0311* NAVD 88     -      1471.370  (meters)    4827.32   (feet)  ADJUSTED  
 ES0311  ___________________________________________________________________
 ES0311  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 ES0311  DYNAMIC HT  -        1469.348 (meters)    4820.69  (feet)  COMP
 ES0311  MODELED GRAV-     979,209.8   (mgal)                       NAVD 88
 ES0311
 ES0311  VERT ORDER  -  SECOND    CLASS 0
 ES0311
 ES0311.The horizontal coordinates were scaled from a topographic map and have
 ES0311.an estimated accuracy of +/- 6 seconds.
 ES0311
 ES0311.The orthometric height was determined by differential leveling
 ES0311.and adjusted in June 1991.
 ES0311
 ES0311.The geoid height was determined by GEOID03.
 ES0311
 ES0311.The dynamic height is computed by dividing the NAVD 88
 ES0311.geopotential number by the normal gravity value computed on the
 ES0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0311.degrees latitude (g = 980.6199 gals.).
 ES0311
 ES0311.The modeled gravity was interpolated from observed gravity values.
 ES0311
 ES0311;                    North         East    Units  Estimated Accuracy
 ES0311;SPC AZ E     -   360,920.      110,480.      MT  (+/- 180 meters Scaled)
 ES0311
 ES0311                          SUPERSEDED SURVEY CONTROL
 ES0311
 ES0311  NGVD 29 (??/??/92) 1470.612  (m)         4824.83   (f) ADJ UNCH    2 0
 ES0311
 ES0311.Superseded values are not recommended for survey control.
 ES0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0311.See file dsdata.txt to determine how the superseded data were derived.
 ES0311
 ES0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC738898(NAD 83)
 ES0311_MARKER: DB = BENCH MARK DISK
 ES0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0311_STAMPING: B-65 1934
 ES0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0311+STABILITY: SURFACE MOTION
 ES0311
 ES0311  HISTORY     - Date     Condition        Report By
 ES0311  HISTORY     - 1934     MONUMENTED       CGS
 ES0311  HISTORY     - 1973     MARK NOT FOUND   USGS
 ES0311
 ES0311                          STATION DESCRIPTION
 ES0311
 ES0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0311'4.0 MI NE FROM PAYSON.
 ES0311'ON PAYSON-HEBER ROAD, 60 FT. SOUTH OF CENTER LINE OF ROAD, 2 FT. BELOW
 ES0311'ROAD LEVEL ON SOUTH EDGE OF WASH PARALLELING ROAD.
 ES0311
 ES0311                          STATION RECOVERY (1973)
 ES0311
 ES0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ES0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0192 ***********************************************************************
 FR0192  DESIGNATION -  B 67
 FR0192  PID         -  FR0192
 FR0192  STATE/COUNTY-  AZ/YAVAPAI
 FR0192  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0192
 FR0192                         *CURRENT SURVEY CONTROL
 FR0192  ___________________________________________________________________
 FR0192* NAD 83(1986)-  35 20 15.     (N)    112 56 38.     (W)     SCALED    
 FR0192* NAVD 88     -      1624.972  (meters)    5331.26   (feet)  ADJUSTED  
 FR0192  ___________________________________________________________________
 FR0192  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0192  DYNAMIC HT  -        1622.851 (meters)    5324.30  (feet)  COMP
 FR0192  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 FR0192
 FR0192  VERT ORDER  -  FIRST     CLASS II
 FR0192
 FR0192.The horizontal coordinates were scaled from a topographic map and have
 FR0192.an estimated accuracy of +/- 6 seconds.
 FR0192
 FR0192.The orthometric height was determined by differential leveling
 FR0192.and adjusted in June 1991.
 FR0192
 FR0192.The geoid height was determined by GEOID03.
 FR0192
 FR0192.The dynamic height is computed by dividing the NAVD 88
 FR0192.geopotential number by the normal gravity value computed on the
 FR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0192.degrees latitude (g = 980.6199 gals.).
 FR0192
 FR0192.The modeled gravity was interpolated from observed gravity values.
 FR0192
 FR0192;                    North         East    Units  Estimated Accuracy
 FR0192;SPC AZ C     -   481,500.      119,980.      MT  (+/- 180 meters Scaled)
 FR0192
 FR0192                          SUPERSEDED SURVEY CONTROL
 FR0192
 FR0192  NGVD 29 (??/??/92) 1624.089  (m)         5328.37   (f) ADJ UNCH    1 2
 FR0192
 FR0192.Superseded values are not recommended for survey control.
 FR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0192.See file dsdata.txt to determine how the superseded data were derived.
 FR0192
 FR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE233122(NAD 83)
 FR0192_MARKER: DB = BENCH MARK DISK
 FR0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0192_STAMPING: B 67 1935
 FR0192_MARK LOGO: CGS   
 FR0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0192+STABILITY: SURFACE MOTION
 FR0192
 FR0192  HISTORY     - Date     Condition        Report By
 FR0192  HISTORY     - 1935     MONUMENTED       CGS
 FR0192  HISTORY     - 1968     GOOD             NGS
 FR0192  HISTORY     - 1982     GOOD             NGS
 FR0192
 FR0192                          STATION DESCRIPTION
 FR0192
 FR0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0192'3.95 MI W FROM SELIGMAN.
 FR0192'3.95 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0192'THE STATION AT SELIGMAN, 0.25 MILE EAST OF MILEPOST 433, 0.15 MILE
 FR0192'EAST OF CHINO SIDING SIGN, 7 1/2 POLES WEST OF MILEPOLE 432.5, IN THE
 FR0192'TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A 36-INCH PIPE
 FR0192'CULVERT, 12.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 62 FEET
 FR0192'WEST OF A TELEPHONE POLE, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 FR0192
 FR0192                          STATION RECOVERY (1982)
 FR0192
 FR0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0248 ***********************************************************************
 ER0248  DESIGNATION -  B 68
 ER0248  PID         -  ER0248
 ER0248  STATE/COUNTY-  AZ/APACHE
 ER0248  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0248
 ER0248                         *CURRENT SURVEY CONTROL
 ER0248  ___________________________________________________________________
 ER0248* NAD 83(1986)-  34 01 44.     (N)    109 10 33.     (W)     SCALED    
 ER0248* NAVD 88     -      2303.992  (meters)    7559.01   (feet)  ADJUSTED  
 ER0248  ___________________________________________________________________
 ER0248  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 ER0248  DYNAMIC HT  -        2300.335 (meters)    7547.02  (feet)  COMP
 ER0248  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 ER0248
 ER0248  VERT ORDER  -  SECOND    CLASS 0
 ER0248
 ER0248.The horizontal coordinates were scaled from a topographic map and have
 ER0248.an estimated accuracy of +/- 6 seconds.
 ER0248
 ER0248.The orthometric height was determined by differential leveling
 ER0248.and adjusted in June 1991.
 ER0248
 ER0248.The geoid height was determined by GEOID03.
 ER0248
 ER0248.The dynamic height is computed by dividing the NAVD 88
 ER0248.geopotential number by the normal gravity value computed on the
 ER0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0248.degrees latitude (g = 980.6199 gals.).
 ER0248
 ER0248.The modeled gravity was interpolated from observed gravity values.
 ER0248
 ER0248;                    North         East    Units  Estimated Accuracy
 ER0248;SPC AZ E     -   336,300.      304,860.      MT  (+/- 180 meters Scaled)
 ER0248
 ER0248                          SUPERSEDED SURVEY CONTROL
 ER0248
 ER0248  NGVD 29 (??/??/92) 2302.991  (m)         7555.73   (f) ADJ UNCH    2 0
 ER0248
 ER0248.Superseded values are not recommended for survey control.
 ER0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0248.See file dsdata.txt to determine how the superseded data were derived.
 ER0248
 ER0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC684668(NAD 83)
 ER0248_MARKER: DB = BENCH MARK DISK
 ER0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0248_STAMPING: B 68 1935
 ER0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0248+STABILITY: SURFACE MOTION
 ER0248
 ER0248  HISTORY     - Date     Condition        Report By
 ER0248  HISTORY     - 1935     MONUMENTED       CGS
 ER0248  HISTORY     - 1970     GOOD             USGS
 ER0248  HISTORY     - 1980     MARK NOT FOUND   NGS
 ER0248  HISTORY     - 20050729 GOOD             USPSQD
 ER0248
 ER0248                          STATION DESCRIPTION
 ER0248
 ER0248'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0248'6.0 MI N FROM NUTRIOSO.
 ER0248'FROM THE PAST OFFICE AT NUTRIOSO, GO ABOUT 6.0 MILES NORTH ALONG US
 ER0248'HWYS, 180 AND 666 TO A ROAD JUNCTION ON THE RIGHT, (EAST), (A SAWMILL
 ER0248'IS LOCATED ON THE EAST SIDE OF THIS INTERSECTION) CONTINUE ON EAST ON
 ER0248'THIS ROAD, STONE CREEK ROAD, FOR 0.5 MILES TO A CURVE IN THE ROAD AT A
 ER0248'SMALL DRAW.  THE BM IS ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE
 ER0248'ROAD, AND SET IN THE TOP OF A CONCRETE POST.  A STANDARD DISK.
 ER0248
 ER0248                          STATION RECOVERY (1980)
 ER0248
 ER0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0248'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 ER0248
 ER0248                          STATION RECOVERY (2005)
 ER0248
 ER0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0248'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0186 ***********************************************************************
 GP0186  DESIGNATION -  B 7
 GP0186  PID         -  GP0186
 GP0186  STATE/COUNTY-  AZ/COCONINO
 GP0186  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0186
 GP0186                         *CURRENT SURVEY CONTROL
 GP0186  ___________________________________________________________________
 GP0186* NAD 83(1992)-  36 32 08.45143(N)    111 36 42.34750(W)     ADJUSTED  
 GP0186* NAVD 88     -      1642.189  (meters)    5387.75   (feet)  ADJUSTED  
 GP0186  ___________________________________________________________________
 GP0186  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 GP0186  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0186  DYNAMIC HT  -        1640.168 (meters)    5381.12  (feet)  COMP
 GP0186  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 GP0186
 GP0186  HORZ ORDER  -  THIRD
 GP0186  VERT ORDER  -  FIRST     CLASS II
 GP0186
 GP0186.The horizontal coordinates were established by classical geodetic methods
 GP0186.and adjusted by the National Geodetic Survey in August 1993.
 GP0186
 GP0186.The orthometric height was determined by differential leveling
 GP0186.and adjusted in June 1991.
 GP0186
 GP0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0186
 GP0186.The geoid height was determined by GEOID03.
 GP0186
 GP0186.The dynamic height is computed by dividing the NAVD 88
 GP0186.geopotential number by the normal gravity value computed on the
 GP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0186.degrees latitude (g = 980.6199 gals.).
 GP0186
 GP0186.The modeled gravity was interpolated from observed gravity values.
 GP0186
 GP0186;                    North         East     Units Scale Factor Converg.
 GP0186;SPC AZ C     -   613,991.481   240,661.407   MT  0.99990918   +0 10 53.5
 GP0186;SPC AZ C     - 2,014,407.75    789,571.55   iFT  0.99990918   +0 10 53.5
 GP0186;UTM  12      - 4,043,540.014   445,238.227   MT  0.99963695   -0 21 51.1
 GP0186
 GP0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0186!SPC AZ C     -   0.99974591  x   0.99990918  =   0.99965511
 GP0186!UTM  12      -   0.99974591  x   0.99963695  =   0.99938295
 GP0186
 GP0186:                Primary Azimuth Mark                     Grid Az
 GP0186:SPC AZ C     -  CLIFF                                    090 22 53.0
 GP0186:UTM  12      -  CLIFF                                    090 55 37.6
 GP0186
 GP0186|---------------------------------------------------------------------|
 GP0186| PID    Reference Object                     Distance      Geod. Az  |
 GP0186|                                                           dddmmss.s |
 GP0186| GP0485 CLIFF                               APPROX. 1.8 KM 0903346.5 |
 GP0186|---------------------------------------------------------------------|
 GP0186
 GP0186                          SUPERSEDED SURVEY CONTROL
 GP0186
 GP0186  NAD 83(1986)-  36 32 08.45037(N)    111 36 42.34299(W) AD(       ) 3
 GP0186  NGVD 29 (??/??/92) 1641.179  (m)         5384.43   (f) ADJ UNCH    1 2
 GP0186
 GP0186.Superseded values are not recommended for survey control.
 GP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0186.See file dsdata.txt to determine how the superseded data were derived.
 GP0186
 GP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4523843540(NAD 83)
 GP0186_MARKER: DB = BENCH MARK DISK
 GP0186_SETTING: 80 = SET IN A BOULDER
 GP0186_SP_SET: BOULDER
 GP0186_STAMPING: B 7 1921 ELEV 5384.743 FT
 GP0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0186+STABILITY: SURFACE MOTION
 GP0186
 GP0186  HISTORY     - Date     Condition        Report By
 GP0186  HISTORY     - 1954     MONUMENTED       USGS
 GP0186  HISTORY     - 1962     GOOD             NGS
 GP0186  HISTORY     - 1978     GOOD             USGS
 GP0186  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0186
 GP0186                          STATION DESCRIPTION
 GP0186
 GP0186'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0186'LOCATED ABOUT 22 MI S. OF MARBLE CANYON POST OFFICE, ABOUT 11.1
 GP0186'MI N. OF CEDAR RIDGE TRADING POST.
 GP0186'
 GP0186'TO REACH FROM TRADING POST AT CEDAR RIDGE, GO 11.1 MI N. ALONG
 GP0186'U.S. HWY. 89 TO BRIDGE OVER TANNERS WASH.  GO ABOUT 5.1 MI N. TO
 GP0186'POINT OPPOSITE MIDDLE OF PROMINENT ROCK RIM, 62 FT W. OF HWY.
 GP0186'NEAR CENTER OF SMALL ROCKY MOUND.
 GP0186'
 GP0186'STATION MARK--NGS BM DISK STAMPED---ELEV 5384.743 FT B 7 1921---,
 GP0186'IN TOP OF 2 X 3 FT ROCK OUTCROP.
 GP0186'
 GP0186'RMS--NONE SET.
 GP0186
 GP0186                          STATION RECOVERY (1962)
 GP0186
 GP0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0186'8.05 MI S FROM BITTER SPRINGS.
 GP0186'ABOUT 8.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0186'STATION AT BITTER SPRINGS, 71 FEET WEST OF THE SOUTHWEST HEADWALL OF A
 GP0186'CULVERT, 63 FEET WEST OF A CAMERON-FLAGSTAFF SIGN, 45 FEET SOUTHWEST
 GP0186'OF THE CENTERLINE OF THE HIGHWAY, 31.0 FEET SOUTHEAST OF A METAL
 GP0186'WITNESS POST, 2 FEET NORTHEAST OF A ROCK CAIRN, ABOUT LEVEL WITH THE
 GP0186'HIGHWAY, AND SET IN THE TOP OF A LIMESTONE BOULDER AT THE NORTH POINT
 GP0186'OF A SMALL GROUP OF BOULDERS AND PROJECTING ABOUT 6 INCHES.
 GP0186
 GP0186                          STATION RECOVERY (1978)
 GP0186
 GP0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0186'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY. 89 AND ALT. 89 AT
 GP0186'BITTER SPRINGS. 7.85 MILES S. ALONG US 89. THE TRADING POST HAS BEEN
 GP0186'MOVED 0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF
 GP0186'DESCRIPTION IS ADEQUATE.
 GP0186
 GP0186                          STATION RECOVERY (1983)
 GP0186
 GP0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0186'NOT RECOVERED.  GRADING IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0310 ***********************************************************************
 DT0310  DESIGNATION -  B 70
 DT0310  PID         -  DT0310
 DT0310  STATE/COUNTY-  AZ/GREENLEE
 DT0310  USGS QUAD   -  STRAYHORSE (1991)
 DT0310
 DT0310                         *CURRENT SURVEY CONTROL
 DT0310  ___________________________________________________________________
 DT0310* NAD 83(1986)-  33 32 26.     (N)    109 18 58.     (W)     SCALED    
 DT0310* NAVD 88     -      2313.366  (meters)    7589.77   (feet)  ADJUSTED  
 DT0310  ___________________________________________________________________
 DT0310  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 DT0310  DYNAMIC HT  -        2309.606 (meters)    7577.43  (feet)  COMP
 DT0310  MODELED GRAV-     978,928.1   (mgal)                       NAVD 88
 DT0310
 DT0310  VERT ORDER  -  SECOND    CLASS 0
 DT0310
 DT0310.The horizontal coordinates were scaled from a topographic map and have
 DT0310.an estimated accuracy of +/- 6 seconds.
 DT0310
 DT0310.The orthometric height was determined by differential leveling
 DT0310.and adjusted in June 1991.
 DT0310
 DT0310.The geoid height was determined by GEOID03.
 DT0310
 DT0310.The dynamic height is computed by dividing the NAVD 88
 DT0310.geopotential number by the normal gravity value computed on the
 DT0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0310.degrees latitude (g = 980.6199 gals.).
 DT0310
 DT0310.The modeled gravity was interpolated from observed gravity values.
 DT0310
 DT0310;                    North         East    Units  Estimated Accuracy
 DT0310;SPC AZ E     -   282,020.      292,350.      MT  (+/- 180 meters Scaled)
 DT0310
 DT0310                          SUPERSEDED SURVEY CONTROL
 DT0310
 DT0310  NGVD 29 (??/??/92) 2312.306  (m)         7586.29   (f) ADJ UNCH    2 0
 DT0310
 DT0310.Superseded values are not recommended for survey control.
 DT0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0310.See file dsdata.txt to determine how the superseded data were derived.
 DT0310
 DT0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC563124(NAD 83)
 DT0310_MARKER: DB = BENCH MARK DISK
 DT0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0310_STAMPING: B-70 1934
 DT0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0310+STABILITY: SURFACE MOTION
 DT0310
 DT0310  HISTORY     - Date     Condition        Report By
 DT0310  HISTORY     - 1934     MONUMENTED       CGS
 DT0310
 DT0310                          STATION DESCRIPTION
 DT0310
 DT0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0310'37.3 MI S FROM ALPINE.
 DT0310'ON STATE HWY NO. 71, 0.7 MI SOUTH OF STRAY HORSE CAMP, IN THE SADDLE
 DT0310'BETWEEN TWO RIDGES, AND 55 FEET SOUTH OF THE CENTERLINE OF THE
 DT0310'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1774 ***********************************************************************
 DV1774  DESIGNATION -  B 71
 DV1774  PID         -  DV1774
 DV1774  STATE/COUNTY-  AZ/MARICOPA
 DV1774  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1774
 DV1774                         *CURRENT SURVEY CONTROL
 DV1774  ___________________________________________________________________
 DV1774* NAD 83(1986)-  33 40 02.     (N)    112 12 42.     (W)     SCALED    
 DV1774* NAVD 88     -       383.465  (meters)    1258.08   (feet)  ADJUSTED  
 DV1774  ___________________________________________________________________
 DV1774  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV1774  DYNAMIC HT  -         383.022 (meters)    1256.63  (feet)  COMP
 DV1774  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 DV1774
 DV1774  VERT ORDER  -  SECOND    CLASS I
 DV1774
 DV1774.The horizontal coordinates were scaled from a topographic map and have
 DV1774.an estimated accuracy of +/- 6 seconds.
 DV1774
 DV1774.The orthometric height was determined by differential leveling
 DV1774.and adjusted in November 1993.
 DV1774
 DV1774.The geoid height was determined by GEOID03.
 DV1774
 DV1774.The dynamic height is computed by dividing the NAVD 88
 DV1774.geopotential number by the normal gravity value computed on the
 DV1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1774.degrees latitude (g = 980.6199 gals.).
 DV1774
 DV1774.The modeled gravity was interpolated from observed gravity values.
 DV1774
 DV1774;                    North         East    Units  Estimated Accuracy
 DV1774;SPC AZ C     -   295,790.      186,000.      MT  (+/- 180 meters Scaled)
 DV1774
 DV1774                          SUPERSEDED SURVEY CONTROL
 DV1774
 DV1774.No superseded survey control is available for this station.
 DV1774
 DV1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC876259(NAD 83)
 DV1774_MARKER: Z = SEE DESCRIPTION
 DV1774_SETTING: 0 = UNSPECIFIED SETTING
 DV1774_MARK LOGO: AZDT  
 DV1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1774
 DV1774  HISTORY     - Date     Condition        Report By
 DV1774  HISTORY     - 1982     MONUMENTED       AZDT
 DV1774  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1774
 DV1774                          STATION DESCRIPTION
 DV1774
 DV1774'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1774'12.07 KM (7.5 MI) NORTH FROM PEORIA.
 DV1774'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1774'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1774'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1774'1.61 KM (1.0 MI) NORTH ALONG 75TH AVENUE TO THE JUNCTION OF BEARDSLEY
 DV1774'ROAD, THENCE EAST ALONG BEARDSLEY FOR 0.80 KM (0.5 MI) TO A DIRT RANCH
 DV1774'ROAD AND THE MARK ON THE NORTHEAST CORNER, 37.0 FT (11.53 METERS)
 DV1774'NORTH OF CENTERLINE OF BEARDSLEY ROAD, 18.0 FT (5.61 METERS) EAST OF
 DV1774'CENTERLINE OF A NORTH-SOUTH DIRT ROAD, A COTTON PICKER GEAR 1.8 FT
 DV1774'(0.56 METERS) ABOVE GROUND IN THE NORTH FACE OF A POWER POLE.
 DV1774
 DV1774                          STATION RECOVERY (2002)
 DV1774
 DV1774'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1774'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1774'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0151 ***********************************************************************
 FQ0151  DESIGNATION -  B 71
 FQ0151  PID         -  FQ0151
 FQ0151  STATE/COUNTY-  AZ/NAVAJO
 FQ0151  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0151
 FQ0151                         *CURRENT SURVEY CONTROL
 FQ0151  ___________________________________________________________________
 FQ0151* NAD 83(1986)-  35 32 32.     (N)    110 50 37.     (W)     SCALED    
 FQ0151* NAVD 88     -      1515.587  (meters)    4972.39   (feet)  ADJUSTED  
 FQ0151  ___________________________________________________________________
 FQ0151  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FQ0151  DYNAMIC HT  -        1513.646 (meters)    4966.02  (feet)  COMP
 FQ0151  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 FQ0151
 FQ0151  VERT ORDER  -  SECOND    CLASS 0
 FQ0151
 FQ0151.The horizontal coordinates were scaled from a topographic map and have
 FQ0151.an estimated accuracy of +/- 6 seconds.
 FQ0151
 FQ0151.The orthometric height was determined by differential leveling
 FQ0151.and adjusted in June 1991.
 FQ0151
 FQ0151.The geoid height was determined by GEOID03.
 FQ0151
 FQ0151.The dynamic height is computed by dividing the NAVD 88
 FQ0151.geopotential number by the normal gravity value computed on the
 FQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0151.degrees latitude (g = 980.6199 gals.).
 FQ0151
 FQ0151.The modeled gravity was interpolated from observed gravity values.
 FQ0151
 FQ0151;                    North         East    Units  Estimated Accuracy
 FQ0151;SPC AZ E     -   503,940.      151,980.      MT  (+/- 180 meters Scaled)
 FQ0151
 FQ0151                          SUPERSEDED SURVEY CONTROL
 FQ0151
 FQ0151  NGVD 29 (??/??/92) 1514.806  (m)         4969.83   (f) ADJ UNCH    2 0
 FQ0151
 FQ0151.Superseded values are not recommended for survey control.
 FQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0151.See file dsdata.txt to determine how the superseded data were derived.
 FQ0151
 FQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE141331(NAD 83)
 FQ0151_MARKER: DB = BENCH MARK DISK
 FQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0151_STAMPING: B 71 1934
 FQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0151+STABILITY: SURFACE MOTION
 FQ0151
 FQ0151  HISTORY     - Date     Condition        Report By
 FQ0151  HISTORY     - 1934     MONUMENTED       CGS
 FQ0151  HISTORY     - 1955     GOOD             NGS
 FQ0151
 FQ0151                          STATION DESCRIPTION
 FQ0151
 FQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0151'27.5 MI SW FROM ORAIBI.
 FQ0151'IN NAVAJO COUNTY, ABOUT 27.5 MILES SOUTHWEST ALONG THE HIGHWAY TOWARD
 FQ0151'LEUPP FROM THE POST OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 24.4 MILES
 FQ0151'NORTHEAST OF LEUPP, COCONINO COUNTY, ABOUT 1.0 MILE DUE EAST OF THE
 FQ0151'SOUTH POINT OF A RED SANDSTONE CLIFF, ABOUT 0.1 MILE SOUTH OF THE
 FQ0151'BEGINNING OF A CURVE, AND 57 FEET WEST OF THE CENTER LINE OF THE
 FQ0151'HIGHWAY.  A STANDARD DISK, STAMPED B 71 1934 AND SET IN THE TOP OF A
 FQ0151'CONCRETE POST.
 FQ0151
 FQ0151                          STATION RECOVERY (1955)
 FQ0151
 FQ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0020 ***********************************************************************
 FQ0020  DESIGNATION -  B 72
 FQ0020  PID         -  FQ0020
 FQ0020  STATE/COUNTY-  AZ/NAVAJO
 FQ0020  USGS QUAD   -  WHITE CONE (1991)
 FQ0020
 FQ0020                         *CURRENT SURVEY CONTROL
 FQ0020  ___________________________________________________________________
 FQ0020* NAD 83(1986)-  35 30 46.     (N)    110 05 06.     (W)     SCALED    
 FQ0020* NAVD 88     -      1844.420  (meters)    6051.23   (feet)  ADJUSTED  
 FQ0020  ___________________________________________________________________
 FQ0020  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 FQ0020  DYNAMIC HT  -        1841.952 (meters)    6043.14  (feet)  COMP
 FQ0020  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 FQ0020
 FQ0020  VERT ORDER  -  SECOND    CLASS 0
 FQ0020
 FQ0020.The horizontal coordinates were scaled from a topographic map and have
 FQ0020.an estimated accuracy of +/- 6 seconds.
 FQ0020
 FQ0020.The orthometric height was determined by differential leveling
 FQ0020.and adjusted in June 1991.
 FQ0020
 FQ0020.The geoid height was determined by GEOID03.
 FQ0020
 FQ0020.The dynamic height is computed by dividing the NAVD 88
 FQ0020.geopotential number by the normal gravity value computed on the
 FQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0020.degrees latitude (g = 980.6199 gals.).
 FQ0020
 FQ0020.The modeled gravity was interpolated from observed gravity values.
 FQ0020
 FQ0020;                    North         East    Units  Estimated Accuracy
 FQ0020;SPC AZ E     -   500,460.      220,770.      MT  (+/- 180 meters Scaled)
 FQ0020
 FQ0020                          SUPERSEDED SURVEY CONTROL
 FQ0020
 FQ0020  NGVD 29 (??/??/92) 1843.525  (m)         6048.30   (f) ADJ UNCH    2 0
 FQ0020
 FQ0020.Superseded values are not recommended for survey control.
 FQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0020.See file dsdata.txt to determine how the superseded data were derived.
 FQ0020
 FQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE829302(NAD 83)
 FQ0020_MARKER: DB = BENCH MARK DISK
 FQ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0020_STAMPING: B 72 1934
 FQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0020+STABILITY: SURFACE MOTION
 FQ0020
 FQ0020  HISTORY     - Date     Condition        Report By
 FQ0020  HISTORY     - 1934     MONUMENTED       CGS
 FQ0020  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0020
 FQ0020                          STATION DESCRIPTION
 FQ0020
 FQ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0020'7.5 MI N FROM INDIAN WELLS.
 FQ0020'7.5 MILES NORTH ALONG THE KEAMS CANYON ROAD FROM INDIAN WELLS, NAVAJO
 FQ0020'COUNTY, 0.4 MILE NORTH OF THE HOPI INDIAN RESERVATION BOUNDARY-LINE
 FQ0020'MARKER, AND 29 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FQ0020'DISK, STAMPED B 72 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FQ0020'THE HIGHWAY HAS BEEN RE-ALIGNED AND WIDENED IN THIS AREA SO IT IS
 FQ0020'POSSIBLE THAT THE MARK WAS DESTROYED DURING CONSTRUCTION.
 FQ0020
 FQ0020                          STATION RECOVERY (1965)
 FQ0020
 FQ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0330 ***********************************************************************
 FP0330  DESIGNATION -  B 73
 FP0330  PID         -  FP0330
 FP0330  STATE/COUNTY-  AZ/APACHE
 FP0330  USGS QUAD   -  STEAMBOAT ROCK (1972)
 FP0330
 FP0330                         *CURRENT SURVEY CONTROL
 FP0330  ___________________________________________________________________
 FP0330* NAD 83(1986)-  35 45 26.     (N)    109 48 58.     (W)     SCALED    
 FP0330* NAVD 88     -      2000.919  (meters)    6564.68   (feet)  ADJUSTED  
 FP0330  ___________________________________________________________________
 FP0330  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 FP0330  DYNAMIC HT  -        1998.234 (meters)    6555.87  (feet)  COMP
 FP0330  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 FP0330
 FP0330  VERT ORDER  -  SECOND    CLASS 0
 FP0330
 FP0330.The horizontal coordinates were scaled from a topographic map and have
 FP0330.an estimated accuracy of +/- 6 seconds.
 FP0330
 FP0330.The orthometric height was determined by differential leveling
 FP0330.and adjusted in June 1991.
 FP0330
 FP0330.The geoid height was determined by GEOID03.
 FP0330
 FP0330.The dynamic height is computed by dividing the NAVD 88
 FP0330.geopotential number by the normal gravity value computed on the
 FP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0330.degrees latitude (g = 980.6199 gals.).
 FP0330
 FP0330.The modeled gravity was interpolated from observed gravity values.
 FP0330
 FP0330;                    North         East    Units  Estimated Accuracy
 FP0330;SPC AZ E     -   527,630.      245,060.      MT  (+/- 180 meters Scaled)
 FP0330
 FP0330                          SUPERSEDED SURVEY CONTROL
 FP0330
 FP0330  NGVD 29 (??/??/92) 1999.984  (m)         6561.61   (f) ADJ UNCH    2 0
 FP0330
 FP0330.Superseded values are not recommended for survey control.
 FP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0330.See file dsdata.txt to determine how the superseded data were derived.
 FP0330
 FP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE070576(NAD 83)
 FP0330_MARKER: DB = BENCH MARK DISK
 FP0330_SETTING: 80 = SET IN A BOULDER
 FP0330_SP_SET: BOULDER
 FP0330_STAMPING: B 73 1934
 FP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0330+STABILITY: SURFACE MOTION
 FP0330
 FP0330  HISTORY     - Date     Condition        Report By
 FP0330  HISTORY     - 1934     MONUMENTED       CGS
 FP0330
 FP0330                          STATION DESCRIPTION
 FP0330
 FP0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0330'19.1 MI W FROM GANADO.
 FP0330'19.1 MILES WEST ALONG THE KEAMS CANYON ROAD FROM GANADO, APACHE
 FP0330'COUNTY, 0.7 MILE EAST OF A LARGE STORAGE DAM ON THE SOUTH SIDE OF THE
 FP0330'ROAD, AT THE BASE OF A ROCK LEDGE CLIFF, 300 FEET SOUTH OF THE
 FP0330'CENTERLINE OF THE ROAD, IN THE FACE OF A LARGE BROWN SANDSTONE
 FP0330'BOULDER, 2.5 INCHES EAST OF THE WEST FACE, AND 14 INCHES ABOVE THE
 FP0330'GROUND.  A STANDARD DISK, STAMPED B 73 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0216 ***********************************************************************
 ER0216  DESIGNATION -  B 74
 ER0216  PID         -  ER0216
 ER0216  STATE/COUNTY-  AZ/APACHE
 ER0216  USGS QUAD   -  COYOTE HILLS (1969)
 ER0216
 ER0216                         *CURRENT SURVEY CONTROL
 ER0216  ___________________________________________________________________
 ER0216* NAD 83(1986)-  34 09 10.     (N)    109 08 44.     (W)     SCALED    
 ER0216* NAVD 88     -      2147.186  (meters)    7044.56   (feet)  ADJUSTED  
 ER0216  ___________________________________________________________________
 ER0216  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ER0216  DYNAMIC HT  -        2143.869 (meters)    7033.68  (feet)  COMP
 ER0216  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 ER0216
 ER0216  VERT ORDER  -  SECOND    CLASS 0
 ER0216
 ER0216.The horizontal coordinates were scaled from a topographic map and have
 ER0216.an estimated accuracy of +/- 6 seconds.
 ER0216
 ER0216.The orthometric height was determined by differential leveling
 ER0216.and adjusted in June 1991.
 ER0216
 ER0216.The geoid height was determined by GEOID03.
 ER0216
 ER0216.The dynamic height is computed by dividing the NAVD 88
 ER0216.geopotential number by the normal gravity value computed on the
 ER0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0216.degrees latitude (g = 980.6199 gals.).
 ER0216
 ER0216.The modeled gravity was interpolated from observed gravity values.
 ER0216
 ER0216;                    North         East    Units  Estimated Accuracy
 ER0216;SPC AZ E     -   350,070.      307,520.      MT  (+/- 180 meters Scaled)
 ER0216
 ER0216                          SUPERSEDED SURVEY CONTROL
 ER0216
 ER0216  NGVD 29 (??/??/92) 2146.239  (m)         7041.45   (f) ADJ UNCH    2 0
 ER0216
 ER0216.Superseded values are not recommended for survey control.
 ER0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0216.See file dsdata.txt to determine how the superseded data were derived.
 ER0216
 ER0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC709806(NAD 83)
 ER0216_MARKER: DB = BENCH MARK DISK
 ER0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0216_STAMPING: B-74 1934
 ER0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0216+STABILITY: SURFACE MOTION
 ER0216
 ER0216  HISTORY     - Date     Condition        Report By
 ER0216  HISTORY     - 1934     MONUMENTED       CGS
 ER0216
 ER0216                          STATION DESCRIPTION
 ER0216
 ER0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0216'9.0 MI E FROM SPRINGERVILLE.
 ER0216'9.0 MI EAST ON US HWY NO.60.  IN THE MIDDLE OF A FLAT THAT IS ABOUT
 ER0216'3/4 OF A MILE WIDE, 500 FEET WEST OF A 3 FOOT CULVERT WITH CONCRETE
 ER0216'HEADWALLS, 10 FEET NORTH OF A FENCE LINE AND 30 FEET SOUTH OF THE
 ER0216'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0273 ***********************************************************************
 CY0273  DESIGNATION -  B 75
 CY0273  PID         -  CY0273
 CY0273  STATE/COUNTY-  AZ/GREENLEE
 CY0273  USGS QUAD   -  DUNCAN (1986)
 CY0273
 CY0273                         *CURRENT SURVEY CONTROL
 CY0273  ___________________________________________________________________
 CY0273* NAD 83(1986)-  32 42 23.     (N)    109 05 34.     (W)     SCALED    
 CY0273* NAVD 88     -      1119.51   (+/-2cm)    3672.9    (feet)  VERTCON   
 CY0273  ___________________________________________________________________
 CY0273  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0273
 CY0273.The horizontal coordinates were scaled from a topographic map and have
 CY0273.an estimated accuracy of +/- 6 seconds.
 CY0273
 CY0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0273.The vertical order pertains to the NGVD 29 superseded value.
 CY0273
 CY0273.The geoid height was determined by GEOID03.
 CY0273
 CY0273;                    North         East    Units  Estimated Accuracy
 CY0273;SPC AZ E     -   189,700.      314,040.      MT  (+/- 180 meters Scaled)
 CY0273
 CY0273                          SUPERSEDED SURVEY CONTROL
 CY0273
 CY0273  NGVD 29 (??/??/92) 1118.841  (m)         3670.73   (f) ADJ UNCH    2 0
 CY0273
 CY0273.Superseded values are not recommended for survey control.
 CY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0273.See file dsdata.txt to determine how the superseded data were derived.
 CY0273
 CY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB787203(NAD 83)
 CY0273_MARKER: DB = BENCH MARK DISK
 CY0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0273_STAMPING: B 75 1934
 CY0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0273+STABILITY: SURFACE MOTION
 CY0273
 CY0273  HISTORY     - Date     Condition        Report By
 CY0273  HISTORY     - 1934     MONUMENTED       CGS
 CY0273
 CY0273                          STATION DESCRIPTION
 CY0273
 CY0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0273'1.4 MI SE FROM DUNCAN.
 CY0273'1.4 MI. S.E. ALONG A. AND N.M. RY.  12 FT. E. OF MI. POST 1183, 75
 CY0273'YDS. N.W. OF A RANCH HOUSE ON THE E. BANK OF A CANAL, 200 FT. W. OF
 CY0273'THE CENTER LINE OF U.S. NO.180, AND 10 FT. W. OF THE CENTER LINE OF
 CY0273'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0378 ***********************************************************************
 CG0378  DESIGNATION -  B 76
 CG0378  PID         -  CG0378
 CG0378  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0378  USGS QUAD   -  AMADO (1981)
 CG0378
 CG0378                         *CURRENT SURVEY CONTROL
 CG0378  ___________________________________________________________________
 CG0378* NAD 83(1986)-  31 39 11.     (N)    111 02 49.     (W)     SCALED    
 CG0378* NAVD 88     -       956.09   (+/-2cm)    3136.8    (feet)  VERTCON   
 CG0378  ___________________________________________________________________
 CG0378  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0378  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0378
 CG0378.The horizontal coordinates were scaled from a topographic map and have
 CG0378.an estimated accuracy of +/- 6 seconds.
 CG0378
 CG0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0378.The vertical order pertains to the NGVD 29 superseded value.
 CG0378
 CG0378.The geoid height was determined by GEOID03.
 CG0378
 CG0378;                    North         East    Units  Estimated Accuracy
 CG0378;SPC AZ C     -    72,730.      295,840.      MT  (+/- 180 meters Scaled)
 CG0378
 CG0378                          SUPERSEDED SURVEY CONTROL
 CG0378
 CG0378  NGVD 29 (??/??/92)  955.283  (m)         3134.12   (f) ADJ UNCH    1 2
 CG0378
 CG0378.Superseded values are not recommended for survey control.
 CG0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0378.See file dsdata.txt to determine how the superseded data were derived.
 CG0378
 CG0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA955019(NAD 83)
 CG0378_MARKER: DB = BENCH MARK DISK
 CG0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0378_STAMPING: B 76 1934
 CG0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0378+STABILITY: SURFACE MOTION
 CG0378
 CG0378  HISTORY     - Date     Condition        Report By
 CG0378  HISTORY     - 1934     MONUMENTED       CGS
 CG0378  HISTORY     - 1953     GOOD             NGS
 CG0378  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0378
 CG0378                          STATION DESCRIPTION
 CG0378
 CG0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0378'3.7 MI S FROM AMADO.
 CG0378'3.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0378'WATER TANK AT AMADO, 77.5 FEET SOUTHWEST OF THE CENTER OF A GATE IN A
 CG0378'FENCE, 59 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A DIRT ROAD,
 CG0378'45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32.3 FEET EAST OF THE
 CG0378'EAST RAIL, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 CG0378'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0378'ABOVE THE GROUND.
 CG0378
 CG0378                          STATION RECOVERY (1976)
 CG0378
 CG0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0317 ***********************************************************************
 CG0317  DESIGNATION -  B 77
 CG0317  PID         -  CG0317
 CG0317  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0317  USGS QUAD   -  MT HUGHES (1982)
 CG0317
 CG0317                         *CURRENT SURVEY CONTROL
 CG0317  ___________________________________________________________________
 CG0317* NAD 83(1986)-  31 33 32.     (N)    110 44 02.     (W)     SCALED    
 CG0317* NAVD 88     -      1262.41   (+/-2cm)    4141.8    (feet)  VERTCON   
 CG0317  ___________________________________________________________________
 CG0317  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CG0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0317
 CG0317.The horizontal coordinates were scaled from a topographic map and have
 CG0317.an estimated accuracy of +/- 6 seconds.
 CG0317
 CG0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0317.The vertical order pertains to the NGVD 29 superseded value.
 CG0317
 CG0317.The geoid height was determined by GEOID03.
 CG0317
 CG0317;                    North         East    Units  Estimated Accuracy
 CG0317;SPC AZ C     -    62,570.      325,650.      MT  (+/- 180 meters Scaled)
 CG0317
 CG0317                          SUPERSEDED SURVEY CONTROL
 CG0317
 CG0317  NGVD 29 (??/??/92) 1261.523  (m)         4138.85   (f) ADJ UNCH    2 0
 CG0317
 CG0317.Superseded values are not recommended for survey control.
 CG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0317.See file dsdata.txt to determine how the superseded data were derived.
 CG0317
 CG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV252915(NAD 83)
 CG0317_MARKER: DB = BENCH MARK DISK
 CG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0317_STAMPING: B 77 1934
 CG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0317+STABILITY: SURFACE MOTION
 CG0317
 CG0317  HISTORY     - Date     Condition        Report By
 CG0317  HISTORY     - 1934     MONUMENTED       CGS
 CG0317
 CG0317                          STATION DESCRIPTION
 CG0317
 CG0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0317'1.8 MI NE FROM PATAGONIA.
 CG0317'1.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0317'STATION AT PATAGONIA, SANTA CRUZ COUNTY, 40 FEET SOUTHWEST OF THE WEST
 CG0317'END OF CATTLEGUARD 1093 D, 45 FEET WEST OF THE CENTERLINE OF THE
 CG0317'TRACK, 45 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 82, 8 FEET
 CG0317'NORTH OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE LINE.  A
 CG0317'STANDARD DISK, STAMPED B 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0317'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0170 ***********************************************************************
 CG0170  DESIGNATION -  B 78
 CG0170  PID         -  CG0170
 CG0170  STATE/COUNTY-  AZ/COCHISE
 CG0170  USGS QUAD   -  TOMBSTONE (1978)
 CG0170
 CG0170                         *CURRENT SURVEY CONTROL
 CG0170  ___________________________________________________________________
 CG0170* NAD 83(1986)-  31 43 23.     (N)    110 02 19.     (W)     SCALED    
 CG0170* NAVD 88     -      1377.82   (+/-2cm)    4520.4    (feet)  VERTCON   
 CG0170  ___________________________________________________________________
 CG0170  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CG0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0170
 CG0170.The horizontal coordinates were scaled from a topographic map and have
 CG0170.an estimated accuracy of +/- 6 seconds.
 CG0170
 CG0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0170.The vertical order pertains to the NGVD 29 superseded value.
 CG0170
 CG0170.The geoid height was determined by GEOID03.
 CG0170
 CG0170;                    North         East    Units  Estimated Accuracy
 CG0170;SPC AZ E     -    80,170.      225,500.      MT  (+/- 180 meters Scaled)
 CG0170
 CG0170                          SUPERSEDED SURVEY CONTROL
 CG0170
 CG0170  NGVD 29 (??/??/92) 1376.967  (m)         4517.60   (f) ADJ UNCH    2 0
 CG0170
 CG0170.Superseded values are not recommended for survey control.
 CG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0170.See file dsdata.txt to determine how the superseded data were derived.
 CG0170
 CG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA910101(NAD 83)
 CG0170_MARKER: DB = BENCH MARK DISK
 CG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0170_STAMPING: B 78 1934
 CG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0170+STABILITY: SURFACE MOTION
 CG0170
 CG0170  HISTORY     - Date     Condition        Report By
 CG0170  HISTORY     - 1934     MONUMENTED       CGS
 CG0170  HISTORY     - 1935     GOOD             NGS
 CG0170  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0170  HISTORY     - 20070504 MARK NOT FOUND   GEOCAC
 CG0170
 CG0170                          STATION DESCRIPTION
 CG0170
 CG0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0170'2.2 MI E FROM TOMBSTONE.
 CG0170'2.2 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0170'0.1 MILE SOUTHWEST OF A ROW OF POLES, MIDWAY UP A SMALL HILL, AND 40
 CG0170'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B
 CG0170'78 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CG0170
 CG0170                          STATION RECOVERY (1957)
 CG0170
 CG0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG0170'MARK NOT FOUND.
 CG0170
 CG0170                          STATION RECOVERY (2007)
 CG0170
 CG0170'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0170'GLEESON ROAD IS A WIDE GRADED ROAD, AND 40 FEET SOUTH OF THE
 CG0170'CENTERLINE IS A RIDGE OF DIRT FROM THE GRADER. PROBED SOME AREAS ALONG
 CG0170'THE ROAD, BUT DID NOT FIND THE MARK. IT MAY BE BURIED UNDER THE DIRT
 CG0170'ALONG THE SIDE OF GLEESON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0142 ***********************************************************************
 CG0142  DESIGNATION -  B 79
 CG0142  PID         -  CG0142
 CG0142  STATE/COUNTY-  AZ/COCHISE
 CG0142  USGS QUAD   -  FAIRBANK (1952)
 CG0142
 CG0142                         *CURRENT SURVEY CONTROL
 CG0142  ___________________________________________________________________
 CG0142* NAD 83(1986)-  31 37 54.     (N)    110 10 27.     (W)     SCALED    
 CG0142* NAVD 88     -      1213.88   (+/-2cm)    3982.5    (feet)  VERTCON   
 CG0142  ___________________________________________________________________
 CG0142  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0142
 CG0142.The horizontal coordinates were scaled from a topographic map and have
 CG0142.an estimated accuracy of +/- 6 seconds.
 CG0142
 CG0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0142.The vertical order pertains to the NGVD 29 superseded value.
 CG0142
 CG0142.The geoid height was determined by GEOID03.
 CG0142
 CG0142;                    North         East    Units  Estimated Accuracy
 CG0142;SPC AZ E     -    70,030.      212,650.      MT  (+/- 180 meters Scaled)
 CG0142
 CG0142                          SUPERSEDED SURVEY CONTROL
 CG0142
 CG0142  NGVD 29 (??/??/92) 1213.073  (m)         3979.89   (f) ADJ UNCH    2 0
 CG0142
 CG0142.Superseded values are not recommended for survey control.
 CG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0142.See file dsdata.txt to determine how the superseded data were derived.
 CG0142
 CG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV783999(NAD 83)
 CG0142_MARKER: DB = BENCH MARK DISK
 CG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0142_STAMPING: B 79 1934
 CG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0142+STABILITY: SURFACE MOTION
 CG0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0142+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 CG0142
 CG0142  HISTORY     - Date     Condition        Report By
 CG0142  HISTORY     - 1934     MONUMENTED       CGS
 CG0142  HISTORY     - 20010418 GOOD             NGS
 CG0142
 CG0142                          STATION DESCRIPTION
 CG0142
 CG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0142'IN CHARLESTON.
 CG0142'AT CHARLESTON, COCHISE COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0142'0.4 MILE SOUTH OF MILEPOST 1054, 0.2 MILE NORTH OF THE STATION SIGN,
 CG0142'85 FEET NORTHWEST OF THE SECTION FOREMAN HOUSE, 40 FEET EAST OF THE
 CG0142'CENTERLINE OF THE TRACK, AND 15 FEET WEST OF A ROW OF POLES.  A
 CG0142'STANDARD DISK, STAMPED B 79 1934 AND SET IN THE TOP OF A CONCRETE
 CG0142'POST.
 CG0142
 CG0142                          STATION RECOVERY (2001)
 CG0142
 CG0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0142'RR IS NOW SAN PEDRO AND SOUTHWESTERN RR.  DISK IS 16 RAILS (OLD SHORT
 CG0142'TYPE) NORTH ALONG RR SIDING FROM SOUTH END.  DISK IS NOW STAMPED 'ASA
 CG0142'886 B 79 1934'.  OWNERSHIP IS EITHER RR OR BLM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0187 ***********************************************************************
 DB0187  DESIGNATION -  B 8
 DB0187  PID         -  DB0187
 DB0187  STATE/COUNTY-  AZ/YUMA
 DB0187  USGS QUAD   -  FORTUNA (1979)
 DB0187
 DB0187                         *CURRENT SURVEY CONTROL
 DB0187  ___________________________________________________________________
 DB0187* NAD 83(1986)-  32 43 42.     (N)    114 25 16.     (W)     SCALED    
 DB0187* NAVD 88     -        57.25   (+/-2cm)     187.8    (feet)  VERTCON   
 DB0187  ___________________________________________________________________
 DB0187  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB0187  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0187
 DB0187.The horizontal coordinates were scaled from a topographic map and have
 DB0187.an estimated accuracy of +/- 6 seconds.
 DB0187
 DB0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0187.The vertical order pertains to the NGVD 29 superseded value.
 DB0187
 DB0187.The geoid height was determined by GEOID03.
 DB0187
 DB0187;                    North         East    Units  Estimated Accuracy
 DB0187;SPC AZ W     -   191,830.      150,460.      MT  (+/- 180 meters Scaled)
 DB0187
 DB0187                          SUPERSEDED SURVEY CONTROL
 DB0187
 DB0187  NGVD 29 (??/??/??)   56.583  (m)          185.64   (f) ADJUSTED    1 2
 DB0187
 DB0187.Superseded values are not recommended for survey control.
 DB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0187.See file dsdata.txt to determine how the superseded data were derived.
 DB0187
 DB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS416241(NAD 83)
 DB0187_MARKER: DB = BENCH MARK DISK
 DB0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0187_SP_SET: BRIDGE ABUTMENT
 DB0187_STAMPING: 185.639 B 8 1927
 DB0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0187
 DB0187  HISTORY     - Date     Condition        Report By
 DB0187  HISTORY     - 1927     MONUMENTED       CGS
 DB0187  HISTORY     - 1935     GOOD             NGS
 DB0187  HISTORY     - 1965     MARK NOT FOUND   NGS
 DB0187
 DB0187                          STATION DESCRIPTION
 DB0187
 DB0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0187'5.4 MI SW FROM DOME.
 DB0187'5.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DB0187'THE STATION AT DOME, YUMA COUNTY, 1.3 MILES NORTHEAST OF THE
 DB0187'STATION AT BLAISDELL, 5 POLES SOUTHWEST OF MILEPOST 748, AT BRIDGE
 DB0187'747.88, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 DB0187'1/2 FOOT FROM THE FACE, 8 FEET EAST OF THE CENTERLINE OF THE
 DB0187'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 DB0187
 DB0187                          STATION RECOVERY (1965)
 DB0187
 DB0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DB0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0119 ***********************************************************************
 CF0119  DESIGNATION -  B 81
 CF0119  PID         -  CF0119
 CF0119  STATE/COUNTY-  AZ/COCHISE
 CF0119  USGS QUAD   -  NACO (1958)
 CF0119
 CF0119                         *CURRENT SURVEY CONTROL
 CF0119  ___________________________________________________________________
 CF0119* NAD 83(1986)-  31 20 45.     (N)    109 54 04.     (W)     SCALED    
 CF0119* NAVD 88     -      1417.35   (+/-2cm)    4650.1    (feet)  VERTCON   
 CF0119  ___________________________________________________________________
 CF0119  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CF0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0119
 CF0119.The horizontal coordinates were scaled from a topographic map and have
 CF0119.an estimated accuracy of +/- 6 seconds.
 CF0119
 CF0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0119.The vertical order pertains to the NGVD 29 superseded value.
 CF0119
 CF0119.The geoid height was determined by GEOID03.
 CF0119
 CF0119;                    North         East    Units  Estimated Accuracy
 CF0119;SPC AZ E     -    38,370.      238,630.      MT  (+/- 180 meters Scaled)
 CF0119
 CF0119                          SUPERSEDED SURVEY CONTROL
 CF0119
 CF0119  NGVD 29 (??/??/92) 1416.495  (m)         4647.28   (f) ADJ UNCH    2 0
 CF0119
 CF0119.Superseded values are not recommended for survey control.
 CF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0119.See file dsdata.txt to determine how the superseded data were derived.
 CF0119
 CF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV045684(NAD 83)
 CF0119_MARKER: DB = BENCH MARK DISK
 CF0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0119_STAMPING: B 81 1934
 CF0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0119+STABILITY: SURFACE MOTION
 CF0119
 CF0119  HISTORY     - Date     Condition        Report By
 CF0119  HISTORY     - 1934     MONUMENTED       CGS
 CF0119
 CF0119                          STATION DESCRIPTION
 CF0119
 CF0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0119'3.0 MI E FROM NACO.
 CF0119'3.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0119'STATION AT NACO, COCHISE COUNTY, 1.0 MILE WEST OF BISBEE JUNCTION, 40
 CF0119'FEET SOUTH OF MILEPOST 1084, 88 FEET SOUTH OF THE CENTERLINE OF THE
 CF0119'TRACK, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED B 81
 CF0119'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1110 ***********************************************************************
 CZ1110  DESIGNATION -  B 83
 CZ1110  PID         -  CZ1110
 CZ1110  STATE/COUNTY-  AZ/PINAL
 CZ1110  USGS QUAD   -  STANFIELD (1992)
 CZ1110
 CZ1110                         *CURRENT SURVEY CONTROL
 CZ1110  ___________________________________________________________________
 CZ1110* NAD 83(1986)-  32 52 46.     (N)    111 55 44.     (W)     SCALED    
 CZ1110* NAVD 88     -       399.07   (+/-2cm)    1309.3    (feet)  VERTCON   
 CZ1110  ___________________________________________________________________
 CZ1110  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1110
 CZ1110.The horizontal coordinates were scaled from a topographic map and have
 CZ1110.an estimated accuracy of +/- 6 seconds.
 CZ1110
 CZ1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1110.The vertical order pertains to the NGVD 29 superseded value.
 CZ1110
 CZ1110.The geoid height was determined by GEOID03.
 CZ1110
 CZ1110;                    North         East    Units  Estimated Accuracy
 CZ1110;SPC AZ C     -   208,380.      212,220.      MT  (+/- 180 meters Scaled)
 CZ1110
 CZ1110                          SUPERSEDED SURVEY CONTROL
 CZ1110
 CZ1110  NGVD 29 (??/??/92)  398.48   (m)         1307.3    (f) COMPUTED    2 0
 CZ1110
 CZ1110.Superseded values are not recommended for survey control.
 CZ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1110.See file dsdata.txt to determine how the superseded data were derived.
 CZ1110
 CZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB131383(NAD 83)
 CZ1110_MARKER: DB = BENCH MARK DISK
 CZ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1110_STAMPING: B 83 1935
 CZ1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1110+STABILITY: SURFACE MOTION
 CZ1110
 CZ1110  HISTORY     - Date     Condition        Report By
 CZ1110  HISTORY     - 1935     MONUMENTED       CGS
 CZ1110  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ1110
 CZ1110                          STATION DESCRIPTION
 CZ1110
 CZ1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1110'10.3 MI W FROM CASA GRANDE.
 CZ1110'2.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1110'STANFIELD, PINAL COUNTY, 0.2 MILE EAST OF SOME WOODEN BRIDGES ON THE
 CZ1110'HIGHWAY, IN A CLEARING DOTTED WITH SALT WEEDS, AND 57 FEET NORTH OF
 CZ1110'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 83 1935 AND
 CZ1110'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0679 ***********************************************************************
 DA0679  DESIGNATION -  B 84
 DA0679  PID         -  DA0679
 DA0679  STATE/COUNTY-  AZ/MARICOPA
 DA0679  USGS QUAD   -  GILA BEND (1973)
 DA0679
 DA0679                         *CURRENT SURVEY CONTROL
 DA0679  ___________________________________________________________________
 DA0679* NAD 83(1986)-  32 56 58.     (N)    112 42 04.     (W)     SCALED    
 DA0679* NAVD 88     -       226.676  (meters)     743.69   (feet)  ADJUSTED  
 DA0679  ___________________________________________________________________
 DA0679  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0679  DYNAMIC HT  -         226.407 (meters)     742.80  (feet)  COMP
 DA0679  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 DA0679
 DA0679  VERT ORDER  -  FIRST     CLASS II
 DA0679
 DA0679.The horizontal coordinates were scaled from a topographic map and have
 DA0679.an estimated accuracy of +/- 6 seconds.
 DA0679
 DA0679.The orthometric height was determined by differential leveling
 DA0679.and adjusted in June 1991.
 DA0679
 DA0679.The geoid height was determined by GEOID03.
 DA0679
 DA0679.The dynamic height is computed by dividing the NAVD 88
 DA0679.geopotential number by the normal gravity value computed on the
 DA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0679.degrees latitude (g = 980.6199 gals.).
 DA0679
 DA0679.The modeled gravity was interpolated from observed gravity values.
 DA0679
 DA0679;                    North         East    Units  Estimated Accuracy
 DA0679;SPC AZ C     -   216,420.      140,020.      MT  (+/- 180 meters Scaled)
 DA0679
 DA0679                          SUPERSEDED SURVEY CONTROL
 DA0679
 DA0679  NGVD 29 (??/??/92)  226.127  (m)          741.88   (f) ADJ UNCH    1 2
 DA0679
 DA0679.Superseded values are not recommended for survey control.
 DA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0679.See file dsdata.txt to determine how the superseded data were derived.
 DA0679
 DA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB409469(NAD 83)
 DA0679_MARKER: DB = BENCH MARK DISK
 DA0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0679_STAMPING: B 84 1935
 DA0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0679+STABILITY: SURFACE MOTION
 DA0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0679+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DA0679
 DA0679  HISTORY     - Date     Condition        Report By
 DA0679  HISTORY     - 1935     MONUMENTED       CGS
 DA0679  HISTORY     - 1967     GOOD             NGS
 DA0679  HISTORY     - 1968     GOOD             NGS
 DA0679  HISTORY     - 1980     GOOD             NGS
 DA0679  HISTORY     - 1980     GOOD             NGS
 DA0679  HISTORY     - 1981     GOOD             NGS
 DA0679  HISTORY     - 19941201 GOOD             USPSQD
 DA0679  HISTORY     - 20060219 GOOD             USPSQD
 DA0679  HISTORY     - 20070413 GOOD             GEOCAC
 DA0679
 DA0679                          STATION DESCRIPTION
 DA0679
 DA0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0679'0.85 MI E FROM GILA BEND.
 DA0679'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0679'GILA BEND, IN S 31, T 5 S, R 4 W, 142 YARDS NORTHWEST OF THE NORTHWEST
 DA0679'RAIL OF THE MAIN TRACK, 134 FEET SOUTHWEST OF THE CENTER OF THE
 DA0679'JUNCTION OF U.S. HIGHWAY 80 AND ARLINGTON-HASSAYAMPA ROAD, 105 FEET
 DA0679'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 80-84, 191 FEET SOUTHWEST
 DA0679'OF THE SOUTH CORNER OF A CONCRETE HIGHWAY BRIDGE OVER THE GILA BEND
 DA0679'CANAL, 8 FEET SOUTH OF A LARGE METAL POST WHICH SUPPORTS A SIGNBOARD,
 DA0679'1.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 DA0679'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DA0679'INCHES.
 DA0679
 DA0679                          STATION RECOVERY (1968)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1980)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1980)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1981)
 DA0679
 DA0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (1994)
 DA0679
 DA0679'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0679'RECOVERED IN GOOD CONDITION.
 DA0679
 DA0679                          STATION RECOVERY (2006)
 DA0679
 DA0679'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0679'RECOVERED AS DESCRIBED.
 DA0679
 DA0679                          STATION RECOVERY (2007)
 DA0679
 DA0679'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0245 ***********************************************************************
 DA0245  DESIGNATION -  B 85
 DA0245  PID         -  DA0245
 DA0245  STATE/COUNTY-  AZ/PIMA
 DA0245  USGS QUAD   -  SANTA ROSA (1990)
 DA0245
 DA0245                         *CURRENT SURVEY CONTROL
 DA0245  ___________________________________________________________________
 DA0245* NAD 83(1986)-  32 19 31.     (N)    112 02 20.     (W)     SCALED    
 DA0245* NAVD 88     -       549.59   (+/-2cm)    1803.1    (feet)  VERTCON   
 DA0245  ___________________________________________________________________
 DA0245  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0245
 DA0245.The horizontal coordinates were scaled from a topographic map and have
 DA0245.an estimated accuracy of +/- 6 seconds.
 DA0245
 DA0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0245.The vertical order pertains to the NGVD 29 superseded value.
 DA0245
 DA0245.The geoid height was determined by GEOID03.
 DA0245
 DA0245;                    North         East    Units  Estimated Accuracy
 DA0245;SPC AZ C     -   146,940.      201,850.      MT  (+/- 180 meters Scaled)
 DA0245
 DA0245                          SUPERSEDED SURVEY CONTROL
 DA0245
 DA0245  NGVD 29 (??/??/92)  548.953  (m)         1801.02   (f) ADJ UNCH    2 0
 DA0245
 DA0245.Superseded values are not recommended for survey control.
 DA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0245.See file dsdata.txt to determine how the superseded data were derived.
 DA0245
 DA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA022769(NAD 83)
 DA0245_MARKER: DB = BENCH MARK DISK
 DA0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0245_SP_SET: STEP
 DA0245_STAMPING: B-85 1935
 DA0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0245
 DA0245  HISTORY     - Date     Condition        Report By
 DA0245  HISTORY     - 1935     MONUMENTED       CGS
 DA0245  HISTORY     - 1952     MARK NOT FOUND   NGS
 DA0245
 DA0245                          STATION DESCRIPTION
 DA0245
 DA0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0245'IN SANTA ROSA.
 DA0245'IN THE SANTA ROSA DAY SCHOOL, IN THE STEP AT THE WEST SIDE OF THE
 DA0245'BUILDING, 250 YRDS E OF THE CENTER LINE OF THE ROAD TO COVERED WELLS,
 DA0245'AND ABOUT 100 FEET E OF THE NURSES HOME.
 DA0245
 DA0245                          STATION RECOVERY (1952)
 DA0245
 DA0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0024 ***********************************************************************
 DA0024  DESIGNATION -  B 86
 DA0024  PID         -  DA0024
 DA0024  STATE/COUNTY-  AZ/PINAL
 DA0024  USGS QUAD   -  KOHATK (1981)
 DA0024
 DA0024                         *CURRENT SURVEY CONTROL
 DA0024  ___________________________________________________________________
 DA0024* NAD 83(1986)-  32 35 32.     (N)    112 01 42.     (W)     SCALED    
 DA0024* NAVD 88     -       517.46   (+/-2cm)    1697.7    (feet)  VERTCON   
 DA0024  ___________________________________________________________________
 DA0024  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0024
 DA0024.The horizontal coordinates were scaled from a topographic map and have
 DA0024.an estimated accuracy of +/- 6 seconds.
 DA0024
 DA0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0024.The vertical order pertains to the NGVD 29 superseded value.
 DA0024
 DA0024.The geoid height was determined by GEOID03.
 DA0024
 DA0024;                    North         East    Units  Estimated Accuracy
 DA0024;SPC AZ C     -   176,540.      202,880.      MT  (+/- 180 meters Scaled)
 DA0024
 DA0024                          SUPERSEDED SURVEY CONTROL
 DA0024
 DA0024  NGVD 29 (??/??/92)  516.831  (m)         1695.64   (f) ADJ UNCH    2 0
 DA0024
 DA0024.Superseded values are not recommended for survey control.
 DA0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0024.See file dsdata.txt to determine how the superseded data were derived.
 DA0024
 DA0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034065(NAD 83)
 DA0024_MARKER: DB = BENCH MARK DISK
 DA0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0024_STAMPING: B 86 1935
 DA0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0024+STABILITY: SURFACE MOTION
 DA0024
 DA0024  HISTORY     - Date     Condition        Report By
 DA0024  HISTORY     - 1935     MONUMENTED       CGS
 DA0024  HISTORY     - 1951     GOOD             NGS
 DA0024
 DA0024                          STATION DESCRIPTION
 DA0024
 DA0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0024'2.1 MI NW FROM QUAJOTE.
 DA0024'2.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE WINDMILL AT THE INDIAN
 DA0024'VILLAGE OF QUAJOTE, ON A SMALL PEBBLED RIDGE, ABOUT 150 YARDS WEST OF
 DA0024'A POINT WHERE THE ROAD CROSSES A WIDE-SHALLOW WASH, 34 1/2 FEET SOUTH
 DA0024'OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A WITNESS POST, AND
 DA0024'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0024'GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0634 ***********************************************************************
 DA0634  DESIGNATION -  B 87
 DA0634  PID         -  DA0634
 DA0634  STATE/COUNTY-  AZ/MARICOPA
 DA0634  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0634
 DA0634                         *CURRENT SURVEY CONTROL
 DA0634  ___________________________________________________________________
 DA0634* NAD 83(1986)-  32 49 00.     (N)    112 37 26.     (W)     SCALED    
 DA0634* NAVD 88     -       351.67   (+/-2cm)    1153.8    (feet)  VERTCON   
 DA0634  ___________________________________________________________________
 DA0634  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DA0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0634
 DA0634.The horizontal coordinates were scaled from a topographic map and have
 DA0634.an estimated accuracy of +/- 6 seconds.
 DA0634
 DA0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0634.The vertical order pertains to the NGVD 29 superseded value.
 DA0634
 DA0634.The geoid height was determined by GEOID03.
 DA0634
 DA0634;                    North         East    Units  Estimated Accuracy
 DA0634;SPC AZ C     -   201,640.      147,140.      MT  (+/- 180 meters Scaled)
 DA0634
 DA0634                          SUPERSEDED SURVEY CONTROL
 DA0634
 DA0634  NGVD 29 (??/??/92)  351.030  (m)         1151.67   (f) ADJ UNCH    2 0
 DA0634
 DA0634.Superseded values are not recommended for survey control.
 DA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0634.See file dsdata.txt to determine how the superseded data were derived.
 DA0634
 DA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB479321(NAD 83)
 DA0634_MARKER: DB = BENCH MARK DISK
 DA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0634_STAMPING: B 87 1935
 DA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0634+STABILITY: SURFACE MOTION
 DA0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0634+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0634
 DA0634  HISTORY     - Date     Condition        Report By
 DA0634  HISTORY     - 1935     MONUMENTED       CGS
 DA0634  HISTORY     - 1951     GOOD             NGS
 DA0634  HISTORY     - 1980     GOOD             USGS
 DA0634  HISTORY     - 20090206 GOOD             GEOCAC
 DA0634
 DA0634                          STATION DESCRIPTION
 DA0634
 DA0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0634'11.6 MI SE FROM GILA BEND.
 DA0634'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0634'COMPANY RAILROAD STATION AT GILA THENCE 1.9 MILES SOUTH ALONG A GRADED
 DA0634'ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD THENCE, 1.1 MILE SOUTH
 DA0634'ALONG A TRACK ROAD, THENCE 7.6 MILES SOUTHEAST ALONG A TRACK ROAD ON A
 DA0634'ROCKY SLOPE, ABOUT 155 YARDS WEST SOUTHWEST OF THE WEST END OF A ROCKY
 DA0634'HILL, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 DA0634'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0634'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0634
 DA0634                          STATION RECOVERY (1980)
 DA0634
 DA0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0634'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0634'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0634'NINEMILE WELL, HENCE PROCEED EAST AND SE FOR 3.35 MILES ON TRACK ROAD
 DA0634'TO BM ON NE. BM IS ABOUT 155 YARDS WSW OF THE WEST END OF A ROCKY
 DA0634'HILL, 16 FT NE OF THE CENTER OF THE ROAD, 1.4 FT SE OF A 4X4 WITNESS
 DA0634'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT AND ABOUT
 DA0634'LEVEL WITH THE ROAD.
 DA0634
 DA0634                          STATION RECOVERY (2009)
 DA0634
 DA0634'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0634'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0634'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0634'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0634'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0634'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0634'32 49 00.4 (N)   112 37 27.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1129 ***********************************************************************
 CZ1129  DESIGNATION -  B 88
 CZ1129  PID         -  CZ1129
 CZ1129  STATE/COUNTY-  AZ/PINAL
 CZ1129  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1129
 CZ1129                         *CURRENT SURVEY CONTROL
 CZ1129  ___________________________________________________________________
 CZ1129* NAD 83(1986)-  32 50 25.     (N)    111 58 50.     (W)     SCALED    
 CZ1129* NAVD 88     -       414.92   (+/-2cm)    1361.3    (feet)  VERTCON   
 CZ1129  ___________________________________________________________________
 CZ1129  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1129
 CZ1129.The horizontal coordinates were scaled from a topographic map and have
 CZ1129.an estimated accuracy of +/- 6 seconds.
 CZ1129
 CZ1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1129.The vertical order pertains to the NGVD 29 superseded value.
 CZ1129
 CZ1129.The geoid height was determined by GEOID03.
 CZ1129
 CZ1129;                    North         East    Units  Estimated Accuracy
 CZ1129;SPC AZ C     -   204,040.      207,380.      MT  (+/- 180 meters Scaled)
 CZ1129
 CZ1129                          SUPERSEDED SURVEY CONTROL
 CZ1129
 CZ1129  NGVD 29 (??/??/92)  414.321  (m)         1359.32   (f) ADJ UNCH    2 0
 CZ1129
 CZ1129.Superseded values are not recommended for survey control.
 CZ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1129.See file dsdata.txt to determine how the superseded data were derived.
 CZ1129
 CZ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082340(NAD 83)
 CZ1129_MARKER: DB = BENCH MARK DISK
 CZ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1129_STAMPING: B 88 1935
 CZ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1129+STABILITY: SURFACE MOTION
 CZ1129
 CZ1129  HISTORY     - Date     Condition        Report By
 CZ1129  HISTORY     - 1935     MONUMENTED       CGS
 CZ1129  HISTORY     - 1951     GOOD             NGS
 CZ1129  HISTORY     - 1963     MARK NOT FOUND   NGS
 CZ1129
 CZ1129                          STATION DESCRIPTION
 CZ1129
 CZ1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1129'5.2 MI S FROM STANFIELD.
 CZ1129'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1129'STANFIELD, THENCE 2.8 MILES SOUTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1129'1 MILE EAST ALONG A TRACK ROAD, AT THE JUNCTION OF A TRACK ROAD
 CZ1129'LEADING SOUTH, AT SECTION CORNER S6, S7, S5, S8, 48.6 FEET NORTHWEST
 CZ1129'OF THE SECTION CORNER POST, 46 FEET WEST OF THE CENTER OF THE JUNCTION
 CZ1129'OF THE TRACK ROAD SOUTH, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE
 CZ1129'ROAD, 2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1129'POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROADS.
 CZ1129
 CZ1129                          STATION RECOVERY (1963)
 CZ1129
 CZ1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CZ1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1360 ***********************************************************************
 CZ1360  DESIGNATION -  B 89
 CZ1360  PID         -  CZ1360
 CZ1360  STATE/COUNTY-  AZ/PINAL
 CZ1360  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1360
 CZ1360                         *CURRENT SURVEY CONTROL
 CZ1360  ___________________________________________________________________
 CZ1360* NAD 83(1986)-  32 43 00.     (N)    111 46 51.     (W)     SCALED    
 CZ1360* NAVD 88     -       454.84   (+/-2cm)    1492.3    (feet)  VERTCON   
 CZ1360  ___________________________________________________________________
 CZ1360  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ1360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1360
 CZ1360.The horizontal coordinates were scaled from a topographic map and have
 CZ1360.an estimated accuracy of +/- 6 seconds.
 CZ1360
 CZ1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1360.The vertical order pertains to the NGVD 29 superseded value.
 CZ1360
 CZ1360.The geoid height was determined by GEOID03.
 CZ1360
 CZ1360;                    North         East    Units  Estimated Accuracy
 CZ1360;SPC AZ C     -   190,340.      226,090.      MT  (+/- 180 meters Scaled)
 CZ1360
 CZ1360                          SUPERSEDED SURVEY CONTROL
 CZ1360
 CZ1360  NGVD 29 (??/??/92)  454.250  (m)         1490.32   (f) ADJ UNCH    2 0
 CZ1360
 CZ1360.Superseded values are not recommended for survey control.
 CZ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1360.See file dsdata.txt to determine how the superseded data were derived.
 CZ1360
 CZ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB268201(NAD 83)
 CZ1360_MARKER: DB = BENCH MARK DISK
 CZ1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1360_STAMPING: B 89 1935
 CZ1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1360+STABILITY: SURFACE MOTION
 CZ1360
 CZ1360  HISTORY     - Date     Condition        Report By
 CZ1360  HISTORY     - 1935     MONUMENTED       CGS
 CZ1360  HISTORY     - 1952     GOOD             NGS
 CZ1360  HISTORY     - 1966     GOOD             NGS
 CZ1360
 CZ1360                          STATION DESCRIPTION
 CZ1360
 CZ1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1360'0.3 MI S FROM WHITE HORSE PASS.
 CZ1360'0.3 MILE SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1360'VILLAGE OF WHITE HORSE PASS, 88 1/2 FEET WEST OF AND ACROSS THE ROAD
 CZ1360'FROM A LONE GIANT SAQUARO CACTUS, 17 FEET WEST OF THE CENTER LINE OF
 CZ1360'THE ROAD, 1.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1360'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1360'WITH THE ROAD.
 CZ1360
 CZ1360                          STATION RECOVERY (1966)
 CZ1360
 CZ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1031 ***********************************************************************
 DA1031  DESIGNATION -  B 9
 DA1031  PID         -  DA1031
 DA1031  STATE/COUNTY-  AZ/YUMA
 DA1031  USGS QUAD   -  GROWLER (1982)
 DA1031
 DA1031                         *CURRENT SURVEY CONTROL
 DA1031  ___________________________________________________________________
 DA1031* NAD 83(1986)-  32 48 55.     (N)    113 47 58.     (W)     SCALED    
 DA1031* NAVD 88     -        98.87   (+/-2cm)     324.4    (feet)  VERTCON   
 DA1031  ___________________________________________________________________
 DA1031  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DA1031  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1031
 DA1031.The horizontal coordinates were scaled from a topographic map and have
 DA1031.an estimated accuracy of +/- 6 seconds.
 DA1031
 DA1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1031.The vertical order pertains to the NGVD 29 superseded value.
 DA1031
 DA1031.The geoid height was determined by GEOID03.
 DA1031
 DA1031;                    North         East    Units  Estimated Accuracy
 DA1031;SPC AZ W     -   201,280.      208,730.      MT  (+/- 180 meters Scaled)
 DA1031
 DA1031                          SUPERSEDED SURVEY CONTROL
 DA1031
 DA1031  NGVD 29 (??/??/92)   98.236  (m)          322.30   (f) ADJ UNCH    1 2
 DA1031
 DA1031.Superseded values are not recommended for survey control.
 DA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1031.See file dsdata.txt to determine how the superseded data were derived.
 DA1031
 DA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB379342(NAD 83)
 DA1031_MARKER: DB = BENCH MARK DISK
 DA1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1031_STAMPING: 322.296 B 9 1927
 DA1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1031+STABILITY: SURFACE MOTION
 DA1031
 DA1031  HISTORY     - Date     Condition        Report By
 DA1031  HISTORY     - 1927     MONUMENTED       CGS
 DA1031  HISTORY     - 1935     GOOD             NGS
 DA1031
 DA1031                          STATION DESCRIPTION
 DA1031
 DA1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1031'23.0 MI NE FROM WELLTON.
 DA1031'23.0 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1031'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1031'COUNTY, 57 YARDS SOUTH OF MILEPOST 793, 9 RAILS SOUTHWEST OF THE
 DA1031'STATION SIGN AT GROWLER, 57 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 DA1031'THE BOARD FENCE SURROUNDING THE SECTION FOREMANS HOUSE, 150 FEET
 DA1031'SOUTHEAST OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE RIGHT OF WAY
 DA1031'FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 DA1031'322.296 B 9 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 DA1031'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0278 ***********************************************************************
 DA0278  DESIGNATION -  B 90
 DA0278  PID         -  DA0278
 DA0278  STATE/COUNTY-  AZ/PIMA
 DA0278  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0278
 DA0278                         *CURRENT SURVEY CONTROL
 DA0278  ___________________________________________________________________
 DA0278* NAD 83(1986)-  32 20 58.     (N)    112 07 34.     (W)     SCALED    
 DA0278* NAVD 88     -       597.73   (+/-2cm)    1961.1    (feet)  VERTCON   
 DA0278  ___________________________________________________________________
 DA0278  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0278
 DA0278.The horizontal coordinates were scaled from a topographic map and have
 DA0278.an estimated accuracy of +/- 6 seconds.
 DA0278
 DA0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0278.The vertical order pertains to the NGVD 29 superseded value.
 DA0278
 DA0278.The geoid height was determined by GEOID03.
 DA0278
 DA0278;                    North         East    Units  Estimated Accuracy
 DA0278;SPC AZ C     -   149,630.      193,650.      MT  (+/- 180 meters Scaled)
 DA0278
 DA0278                          SUPERSEDED SURVEY CONTROL
 DA0278
 DA0278  NGVD 29 (??/??/92)  597.083  (m)         1958.93   (f) ADJ UNCH    2 0
 DA0278
 DA0278.Superseded values are not recommended for survey control.
 DA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0278.See file dsdata.txt to determine how the superseded data were derived.
 DA0278
 DA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA940797(NAD 83)
 DA0278_MARKER: DB = BENCH MARK DISK
 DA0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0278_STAMPING: B 90 1935
 DA0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0278+STABILITY: SURFACE MOTION
 DA0278
 DA0278  HISTORY     - Date     Condition        Report By
 DA0278  HISTORY     - 1935     MONUMENTED       CGS
 DA0278  HISTORY     - 1952     GOOD             NGS
 DA0278
 DA0278                          STATION DESCRIPTION
 DA0278
 DA0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0278'5.5 MI NW FROM SANTA ROSA.
 DA0278'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0278'SANTA ROSA, THENCE 3.9 MILES WEST ALONG A GRADED ROAD, 0.2 MILE WEST
 DA0278'OF A CURVE IN THE ROAD, 39 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 DA0278'LEVEL WITH THE ROAD, 15.5 FEET SOUTH OF A POINT IN LINE WITH A
 DA0278'TELEPHONE LINE, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 DA0278'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0926 ***********************************************************************
 CZ0926  DESIGNATION -  B 91
 CZ0926  PID         -  CZ0926
 CZ0926  STATE/COUNTY-  AZ/PIMA
 CZ0926  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0926
 CZ0926                         *CURRENT SURVEY CONTROL
 CZ0926  ___________________________________________________________________
 CZ0926* NAD 83(1986)-  32 18 55.     (N)    111 47 50.     (W)     SCALED    
 CZ0926* NAVD 88     -       580.58   (+/-2cm)    1904.8    (feet)  VERTCON   
 CZ0926  ___________________________________________________________________
 CZ0926  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0926
 CZ0926.The horizontal coordinates were scaled from a topographic map and have
 CZ0926.an estimated accuracy of +/- 6 seconds.
 CZ0926
 CZ0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0926.The vertical order pertains to the NGVD 29 superseded value.
 CZ0926
 CZ0926.The geoid height was determined by GEOID03.
 CZ0926
 CZ0926;                    North         East    Units  Estimated Accuracy
 CZ0926;SPC AZ C     -   145,830.      224,610.      MT  (+/- 180 meters Scaled)
 CZ0926
 CZ0926                          SUPERSEDED SURVEY CONTROL
 CZ0926
 CZ0926  NGVD 29 (??/??/92)  579.982  (m)         1902.82   (f) ADJ UNCH    2 0
 CZ0926
 CZ0926.Superseded values are not recommended for survey control.
 CZ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0926.See file dsdata.txt to determine how the superseded data were derived.
 CZ0926
 CZ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA249756(NAD 83)
 CZ0926_MARKER: DB = BENCH MARK DISK
 CZ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0926_STAMPING: B 91 1935
 CZ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0926+STABILITY: SURFACE MOTION
 CZ0926
 CZ0926  HISTORY     - Date     Condition        Report By
 CZ0926  HISTORY     - 1935     MONUMENTED       CGS
 CZ0926  HISTORY     - 1952     GOOD             NGS
 CZ0926  HISTORY     - 1962     MARK NOT FOUND   NGS
 CZ0926
 CZ0926                          STATION DESCRIPTION
 CZ0926
 CZ0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0926'14.5 MI E FROM SANTA ROSA.
 CZ0926'14.5 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0926'0.15 MILE WEST-SOUTHWEST OF THE RIGHT ANGLE IN A LEVEE, 0.1 MILE WEST
 CZ0926'OF THE WEST EDGE OF A LARGE CLEARING, AT A WATER SOAKED BOTTOM LAND
 CZ0926'COVERED WITH MESQUITE, 17 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 CZ0926'LEVEL WITH THE ROAD, 1.5 FOOT SOUTH OF A WITNESS POST, AND SET IN A
 CZ0926'CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- DESCRIPTION NOT ADEQUATE
 CZ0926'FOR HEAVY BRUSH AND GRASS COVERING THE AREA.
 CZ0926
 CZ0926                          STATION RECOVERY (1962)
 CZ0926
 CZ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1260 ***********************************************************************
 CZ1260  DESIGNATION -  B 93
 CZ1260  PID         -  CZ1260
 CZ1260  STATE/COUNTY-  AZ/PINAL
 CZ1260  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1260
 CZ1260                         *CURRENT SURVEY CONTROL
 CZ1260  ___________________________________________________________________
 CZ1260* NAD 83(1986)-  32 36 29.     (N)    111 52 32.     (W)     SCALED    
 CZ1260* NAVD 88     -       466.44   (+/-2cm)    1530.3    (feet)  VERTCON   
 CZ1260  ___________________________________________________________________
 CZ1260  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1260
 CZ1260.The horizontal coordinates were scaled from a topographic map and have
 CZ1260.an estimated accuracy of +/- 6 seconds.
 CZ1260
 CZ1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1260.The vertical order pertains to the NGVD 29 superseded value.
 CZ1260
 CZ1260.The geoid height was determined by GEOID03.
 CZ1260
 CZ1260;                    North         East    Units  Estimated Accuracy
 CZ1260;SPC AZ C     -   178,290.      217,220.      MT  (+/- 180 meters Scaled)
 CZ1260
 CZ1260                          SUPERSEDED SURVEY CONTROL
 CZ1260
 CZ1260  NGVD 29 (??/??/92)  465.853  (m)         1528.39   (f) ADJ UNCH    2 0
 CZ1260
 CZ1260.Superseded values are not recommended for survey control.
 CZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1260.See file dsdata.txt to determine how the superseded data were derived.
 CZ1260
 CZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB178081(NAD 83)
 CZ1260_MARKER: DB = BENCH MARK DISK
 CZ1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1260_STAMPING: B 93 1935
 CZ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1260+STABILITY: SURFACE MOTION
 CZ1260
 CZ1260  HISTORY     - Date     Condition        Report By
 CZ1260  HISTORY     - 1935     MONUMENTED       CGS
 CZ1260  HISTORY     - 1952     GOOD             NGS
 CZ1260
 CZ1260                          STATION DESCRIPTION
 CZ1260
 CZ1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1260'1.2 MI E FROM JACKRABBIT.
 CZ1260'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1260'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 0.8 MILE EAST ALONG A
 CZ1260'TRACK ROAD, 0.1 MILE SOUTHWEST OF A WINDMILL AND WATER TANK, AT A WIDE
 CZ1260'CLEARING, 125 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ1260'THE ROAD, 52.8 FEET EAST OF A FENCE CORNER, 33 FEET SOUTH OF THE
 CZ1260'CENTER OF A 1 FOOT HIGH DIRT FOUNDATION OF A HOUSE, 2.0 FEET WEST OF A
 CZ1260'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ1260'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0666 ***********************************************************************
 CZ0666  DESIGNATION -  B 94
 CZ0666  PID         -  CZ0666
 CZ0666  STATE/COUNTY-  AZ/PIMA
 CZ0666  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0666
 CZ0666                         *CURRENT SURVEY CONTROL
 CZ0666  ___________________________________________________________________
 CZ0666* NAD 83(1986)-  32 11 19.     (N)    111 16 08.     (W)     SCALED    
 CZ0666* NAVD 88     -       706.05   (+/-2cm)    2316.4    (feet)  VERTCON   
 CZ0666  ___________________________________________________________________
 CZ0666  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0666
 CZ0666.The horizontal coordinates were scaled from a topographic map and have
 CZ0666.an estimated accuracy of +/- 6 seconds.
 CZ0666
 CZ0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0666.The vertical order pertains to the NGVD 29 superseded value.
 CZ0666
 CZ0666.The geoid height was determined by GEOID03.
 CZ0666
 CZ0666;                    North         East    Units  Estimated Accuracy
 CZ0666;SPC AZ C     -   131,960.      274,440.      MT  (+/- 180 meters Scaled)
 CZ0666
 CZ0666                          SUPERSEDED SURVEY CONTROL
 CZ0666
 CZ0666  NGVD 29 (??/??/92)  705.410  (m)         2314.33   (f) ADJ UNCH    2 0
 CZ0666
 CZ0666.Superseded values are not recommended for survey control.
 CZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0666.See file dsdata.txt to determine how the superseded data were derived.
 CZ0666
 CZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA746613(NAD 83)
 CZ0666_MARKER: DB = BENCH MARK DISK
 CZ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0666_STAMPING: B 94 1935
 CZ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0666+STABILITY: SURFACE MOTION
 CZ0666
 CZ0666  HISTORY     - Date     Condition        Report By
 CZ0666  HISTORY     - 1935     MONUMENTED       CGS
 CZ0666  HISTORY     - 1951     GOOD             NGS
 CZ0666  HISTORY     - 1975     GOOD             USGS
 CZ0666
 CZ0666                          STATION DESCRIPTION
 CZ0666
 CZ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0666'22.5 MI W FROM TUCSON.
 CZ0666'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0666'HIGHWAY 86, THENCE 3.8 MILES NORTHWEST ALONG A DIRT ROAD TO A WATER
 CZ0666'TANK AT PHILLIPS RANCH, THENCE 4.4 MILES WEST AND NORTH TO A T
 CZ0666'JUNCTION OF A DIM TRACK ROAD GOING NORTH, THENCE 0.5 MILE NORTH TO AN
 CZ0666'EAST-WEST FENCE AT THE EDGE OF AN INDIAN RESERVATION, THENCE 0.2 MILE
 CZ0666'SOUTHEAST ALONG A DIM TRACK ROAD, DIRECT TRAVEL FROM BM K 296, TO THIS
 CZ0666'MARK IS INTERUPTED BY A NORTH-SOUTH FENCE, THENCE A NEW ROUTING IS
 CZ0666'GIVEN HERE FROM PHILLIPS RANCH, ABOUT 0.15 MILE SOUTH OF THE INDIAN
 CZ0666'RESERVATION FENCE, 32 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK
 CZ0666'ROAD, 5.3 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER
 CZ0666'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CZ0666'FOOT.
 CZ0666
 CZ0666                          STATION RECOVERY (1975)
 CZ0666
 CZ0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0666'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RD. TURN RIGHT (N.)
 CZ0666'ON SANDARIO RD. 4.3 MI TO T-RD. TURN LEFT (W.) 3.6 MI TO RD. FORK
 CZ0666'(0.6 MI E. OF DONALDSON RANCH). TURN RIGHT (N.) 0.5 MI TO EAST-WEST
 CZ0666'FENCE. TURN RIGHT (E.) ALONG SOUTH SIDE OF FENCE 0.25 MI. TURN RIGHT
 CZ0666'(S.) CROSS-COUNTRY ABOUT 0.1 MI. 32 FT NE. OF OLD DIM TRACK RD. SET
 CZ0666'IN TOP OF CONCRETE POST PROJECTING 0.4 FT. NGS DISK STAMPED B 94
 CZ0666'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0599 ***********************************************************************
 FR0599  DESIGNATION -  B 95
 FR0599  PID         -  FR0599
 FR0599  STATE/COUNTY-  AZ/MOHAVE
 FR0599  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0599
 FR0599                         *CURRENT SURVEY CONTROL
 FR0599  ___________________________________________________________________
 FR0599* NAD 83(2007)-  35 56 19.15683(N)    113 53 47.26919(W)     ADJUSTED  
 FR0599* NAVD 88     -      1538.846  (meters)    5048.70   (feet)  POSTED    
 FR0599  ___________________________________________________________________
 FR0599  EPOCH DATE  -        2007.00
 FR0599  X           -  -2,094,785.109 (meters)                     COMP
 FR0599  Y           -  -4,727,939.084 (meters)                     COMP
 FR0599  Z           -   3,723,570.620 (meters)                     COMP
 FR0599  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 FR0599  ELLIP HEIGHT-        1512.793 (meters)          (02/10/07) ADJUSTED
 FR0599  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FR0599  DYNAMIC HT  -        1537.010 (meters)    5042.67  (feet)  COMP
 FR0599
 FR0599  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0599  Type    PID    Designation                      North   East  Ellip
 FR0599  -------------------------------------------------------------------
 FR0599  NETWORK FR0599 B 95                              0.61   0.57   0.92
 FR0599  -------------------------------------------------------------------
 FR0599  MODELED GRAV-     979,383.4   (mgal)                       NAVD 88
 FR0599
 FR0599  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0599
 FR0599.The horizontal coordinates were established by GPS observations
 FR0599.and adjusted by the National Geodetic Survey in February 2007.
 FR0599
 FR0599.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0599.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0599.The horizontal coordinates are valid at the epoch date displayed above.
 FR0599.The epoch date for horizontal control is a decimal equivalence
 FR0599.of Year/Month/Day.
 FR0599
 FR0599.The orthometric height was determined by differential leveling
 FR0599.and adjusted by the  in 1992.
 FR0599.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0599.rate of 0.0 thru 1.0 mm/km.
 FR0599
 FR0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0599
 FR0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0599
 FR0599.The ellipsoidal height was determined by GPS observations
 FR0599.and is referenced to NAD 83.
 FR0599
 FR0599.The geoid height was determined by GEOID03.
 FR0599
 FR0599.The dynamic height is computed by dividing the NAVD 88
 FR0599.geopotential number by the normal gravity value computed on the
 FR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0599.degrees latitude (g = 980.6199 gals.).
 FR0599
 FR0599.The modeled gravity was interpolated from observed gravity values.
 FR0599
 FR0599;                    North         East     Units Scale Factor Converg.
 FR0599;SPC AZ W     -   547,734.962   200,144.953   MT  0.99993548   -0 05 09.5
 FR0599;SPC AZ W     - 1,797,030.72    656,643.55   iFT  0.99993548   -0 05 09.5
 FR0599;UTM  12      - 3,981,022.585   238,711.680   MT  1.00044133   -1 42 03.4
 FR0599
 FR0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0599!SPC AZ W     -   0.99976262  x   0.99993548  =   0.99969812
 FR0599!UTM  12      -   0.99976262  x   1.00044133  =   1.00020385
 FR0599
 FR0599                          SUPERSEDED SURVEY CONTROL
 FR0599
 FR0599  NAD 83(1992)-  35 56 19.15635(N)    113 53 47.26814(W) AD(       ) A
 FR0599  ELLIP H (10/04/01) 1512.795  (m)                       GP(       ) 3 2
 FR0599  NAVD 88 (10/04/01) 1538.85   (m)         5048.7    (f) LEVELING    3  
 FR0599  NGVD 29 (??/??/92) 1538.028  (m)         5046.01   (f) ADJ UNCH    2 0
 FR0599
 FR0599.Superseded values are not recommended for survey control.
 FR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0599.See file dsdata.txt to determine how the superseded data were derived.
 FR0599
 FR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3871281023(NAD 83)
 FR0599_MARKER: DB = BENCH MARK DISK
 FR0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0599_STAMPING: B 95 1935
 FR0599_MARK LOGO: NONE  
 FR0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 FR0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0599+STABILITY: SURFACE MOTION
 FR0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0599+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 FR0599
 FR0599  HISTORY     - Date     Condition        Report By
 FR0599  HISTORY     - 1935     MONUMENTED       CGS
 FR0599  HISTORY     - 20001201 GOOD             AZ-015
 FR0599  HISTORY     - 20010321 GOOD             AZ-015
 FR0599
 FR0599                          STATION DESCRIPTION
 FR0599
 FR0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0599'59.2 MI NW FROM PEACH SPRINGS.
 FR0599'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0599'COUNTY, ABOUT 7.7 MILES EAST OF DUNCAN RANCH, ABOUT 0.5 MILE EAST OF
 FR0599'THE WEST BOUNDARY FENCE OF HUALPAI INDIAN RESERVATION, ABOUT 150 YARDS
 FR0599'NORTH OF THE TOP OF A SMALL KNOLL, AND 21 FEET SOUTH OF THE CENTER
 FR0599'LINE OF THE ROAD.  A STANDARD DISK, STAMKPED B 95 1935 AND SET IN THE
 FR0599'TOP OF A CONCRETE POST.
 FR0599
 FR0599                          STATION RECOVERY (2000)
 FR0599
 FR0599'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FR0599'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FR0599'ROAD.
 FR0599
 FR0599                          STATION RECOVERY (2001)
 FR0599
 FR0599'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (DHM)
 FR0599'TO REACH FROM PIERCE FERRY AND DIAMOND BAR ROAD TRAVEL EAST 14.8
 FR0599'MILES ON DIAMOND BAR ROAD.  DUE TO A NEW ROAD ALIGNEMENT THE
 FR0599'STATION IS NOW 71 FEET NORTH OF THE ROAD.
 FR0599' 
 FR0599'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0647 ***********************************************************************
 FR0647  DESIGNATION -  B 96
 FR0647  PID         -  FR0647
 FR0647  STATE/COUNTY-  AZ/MOHAVE
 FR0647  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0647
 FR0647                         *CURRENT SURVEY CONTROL
 FR0647  ___________________________________________________________________
 FR0647* NAD 83(1986)-  35 36 50.     (N)    113 39 52.     (W)     SCALED    
 FR0647* NAVD 88     -      1546.447  (meters)    5073.63   (feet)  POSTED    
 FR0647  ___________________________________________________________________
 FR0647  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FR0647  DYNAMIC HT  -        1544.520 (meters)    5067.31  (feet)  COMP
 FR0647  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 FR0647
 FR0647  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0647
 FR0647.The horizontal coordinates were scaled from a topographic map and have
 FR0647.an estimated accuracy of +/- 6 seconds.
 FR0647
 FR0647.The orthometric height was determined by differential leveling
 FR0647.and adjusted by the  in 1992.
 FR0647.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0647.rate of 0.0 thru 1.0 mm/km.
 FR0647
 FR0647.The geoid height was determined by GEOID03.
 FR0647
 FR0647.The dynamic height is computed by dividing the NAVD 88
 FR0647.geopotential number by the normal gravity value computed on the
 FR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0647.degrees latitude (g = 980.6199 gals.).
 FR0647
 FR0647.The modeled gravity was interpolated from observed gravity values.
 FR0647
 FR0647;                    North         East    Units  Estimated Accuracy
 FR0647;SPC AZ W     -   511,700.      221,110.      MT  (+/- 180 meters Scaled)
 FR0647
 FR0647                          SUPERSEDED SURVEY CONTROL
 FR0647
 FR0647  NGVD 29 (??/??/92) 1545.537  (m)         5070.65   (f) ADJ UNCH    2 0
 FR0647
 FR0647.Superseded values are not recommended for survey control.
 FR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0647.See file dsdata.txt to determine how the superseded data were derived.
 FR0647
 FR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE586443(NAD 83)
 FR0647_MARKER: DB = BENCH MARK DISK
 FR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0647_STAMPING: B 96 1935
 FR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0647+STABILITY: SURFACE MOTION
 FR0647
 FR0647  HISTORY     - Date     Condition        Report By
 FR0647  HISTORY     - 1935     MONUMENTED       CGS
 FR0647
 FR0647                          STATION DESCRIPTION
 FR0647
 FR0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0647'16.5 MI NW FROM PEACH SPRINGS.
 FR0647'ABOUT 16.5 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0647'COUNTY, AT THE EDGE OF A SMALL VALLEY, ABOUT 100 YARDS NORTH OF THE
 FR0647'CROSSING OVER A WASH, 68 FEET EAST OF THE CENTER LINE OF THE WASH, AND
 FR0647'38 FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FR0647'B 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0103 ***********************************************************************
 ET0103  DESIGNATION -  B 98
 ET0103  PID         -  ET0103
 ET0103  STATE/COUNTY-  AZ/YAVAPAI
 ET0103  USGS QUAD   -  PERKINSVILLE (1973)
 ET0103
 ET0103                         *CURRENT SURVEY CONTROL
 ET0103  ___________________________________________________________________
 ET0103* NAD 83(1986)-  34 56 49.     (N)    112 14 53.     (W)     SCALED    
 ET0103* NAVD 88     -      1343.47   (+/-2cm)    4407.7    (feet)  VERTCON   
 ET0103  ___________________________________________________________________
 ET0103  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 ET0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0103
 ET0103.The horizontal coordinates were scaled from a topographic map and have
 ET0103.an estimated accuracy of +/- 6 seconds.
 ET0103
 ET0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0103.The vertical order pertains to the NGVD 29 superseded value.
 ET0103
 ET0103.The geoid height was determined by GEOID03.
 ET0103
 ET0103;                    North         East    Units  Estimated Accuracy
 ET0103;SPC AZ C     -   437,740.      183,090.      MT  (+/- 180 meters Scaled)
 ET0103
 ET0103                          SUPERSEDED SURVEY CONTROL
 ET0103
 ET0103  NGVD 29 (??/??/92) 1342.692  (m)         4405.15   (f) ADJ UNCH    2 0
 ET0103
 ET0103.Superseded values are not recommended for survey control.
 ET0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0103.See file dsdata.txt to determine how the superseded data were derived.
 ET0103
 ET0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD860678(NAD 83)
 ET0103_MARKER: DB = BENCH MARK DISK
 ET0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0103_SP_SET: ABUTMENT
 ET0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0103
 ET0103  HISTORY     - Date     Condition        Report By
 ET0103  HISTORY     - 1935     MONUMENTED       CGS
 ET0103
 ET0103                          STATION DESCRIPTION
 ET0103
 ET0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0103'6.6 MI NW FROM PERKINSVILLE.
 ET0103'6.6 MI. N.W. ALONG AT AND SF R.R. 0.4 MIL N. OF BEAR, IN THE S.E.
 ET0103'ABUTMENT AND S.W. END OF SAME OF A LARGE STEEL GIRDER BRIDGE NO.B11,
 ET0103'CROSSING A DEEP CANYON, AND 11 FT. S.W. OF THE CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0162 ***********************************************************************
 EU0162  DESIGNATION -  B 99
 EU0162  PID         -  EU0162
 EU0162  STATE/COUNTY-  AZ/LA PAZ
 EU0162  USGS QUAD   -  PARKER SE (1970)
 EU0162
 EU0162                         *CURRENT SURVEY CONTROL
 EU0162  ___________________________________________________________________
 EU0162* NAD 83(1986)-  34 05 06.     (N)    114 16 01.     (W)     SCALED    
 EU0162* NAVD 88     -       159.33   (+/-2cm)     522.7    (feet)  VERTCON   
 EU0162  ___________________________________________________________________
 EU0162  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EU0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0162
 EU0162.The horizontal coordinates were scaled from a topographic map and have
 EU0162.an estimated accuracy of +/- 6 seconds.
 EU0162
 EU0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0162.The vertical order pertains to the NGVD 29 superseded value.
 EU0162
 EU0162.The geoid height was determined by GEOID03.
 EU0162
 EU0162;                    North         East    Units  Estimated Accuracy
 EU0162;SPC AZ W     -   342,210.      165,650.      MT  (+/- 180 meters Scaled)
 EU0162
 EU0162                          SUPERSEDED SURVEY CONTROL
 EU0162
 EU0162  NGVD 29 (??/??/??)  158.730  (m)          520.77   (f) ADJUSTED    2 0
 EU0162
 EU0162.Superseded values are not recommended for survey control.
 EU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0162.See file dsdata.txt to determine how the superseded data were derived.
 EU0162
 EU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT521749(NAD 83)
 EU0162_MARKER: DB = BENCH MARK DISK
 EU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0162_STAMPING: B 99 1935
 EU0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0162+STABILITY: SURFACE MOTION
 EU0162
 EU0162  HISTORY     - Date     Condition        Report By
 EU0162  HISTORY     - 1935     MONUMENTED       CGS
 EU0162
 EU0162                          STATION DESCRIPTION
 EU0162
 EU0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0162'1.6 MI N FROM PARKER.
 EU0162'ABOUT 1.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0162'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 291 YARDS
 EU0162'(26 1/2 RAILS) NORTHWEST OF MILEPOST 101, 38 FEET SOUTHWEST OF THE
 EU0162'CENTER LINE OF THE TRACK, 29 FEET NORTHWEST OF A POLE, AND IN
 EU0162'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED B 99 1935
 EU0162'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1834 ***********************************************************************
 DU1834  DESIGNATION -  BABICH
 DU1834  PID         -  DU1834
 DU1834  STATE/COUNTY-  AZ/GILA
 DU1834  USGS QUAD   -  INSPIRATION (1982)
 DU1834
 DU1834                         *CURRENT SURVEY CONTROL
 DU1834  ___________________________________________________________________
 DU1834* NAD 83(1992)-  33 29 50.61016(N)    110 53 47.72489(W)     ADJUSTED  
 DU1834* NAVD 88     -      1292.6    (meters)    4241.     (feet)  VERTCON   
 DU1834  ___________________________________________________________________
 DU1834  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DU1834  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DU1834  HORZ ORDER  -  THIRD
 DU1834
 DU1834.The horizontal coordinates were established by classical geodetic methods
 DU1834.and adjusted by the National Geodetic Survey in August 1993.
 DU1834
 DU1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1834
 DU1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1834
 DU1834.The geoid height was determined by GEOID03.
 DU1834
 DU1834;                    North         East     Units Scale Factor Converg.
 DU1834;SPC AZ E     -   277,149.626   145,537.670   MT  0.99995669   -0 24 10.3
 DU1834;SPC AZ E     -   909,283.55    477,485.79   iFT  0.99995669   -0 24 10.3
 DU1834;UTM  12      - 3,706,434.826   509,605.544   MT  0.99960114   +0 03 25.5
 DU1834
 DU1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1834!SPC AZ E     -   0.99980142  x   0.99995669  =   0.99975812
 DU1834!UTM  12      -   0.99980142  x   0.99960114  =   0.99940264
 DU1834
 DU1834|---------------------------------------------------------------------|
 DU1834| PID    Reference Object                     Distance      Geod. Az  |
 DU1834|                                                           dddmmss.s |
 DU1834| DU1853 BABICH RM 1                           7.239 METERS 04657     |
 DU1834| DU1854 BABICH RM 2                          13.533 METERS 15834     |
 DU1834| DU1847 SALT RIVER PK                       APPROX. 5.8 KM 3424718.5 |
 DU1834|---------------------------------------------------------------------|
 DU1834
 DU1834                          SUPERSEDED SURVEY CONTROL
 DU1834
 DU1834  NAD 83(1986)-  33 29 50.60492(N)    110 53 47.72835(W) AD(       ) 3
 DU1834  NGVD 29 (09/20/88) 1292.0    (m)         4239.     (f) VERT ANG    3  
 DU1834
 DU1834.Superseded values are not recommended for survey control.
 DU1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1834.See file dsdata.txt to determine how the superseded data were derived.
 DU1834
 DU1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0960606435(NAD 83)
 DU1834_MARKER: DS = TRIANGULATION STATION DISK
 DU1834_SETTING: 66 = SET IN ROCK OUTCROP
 DU1834_SP_SET: SET IN ROCK OUTCROP
 DU1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1834+STABILITY: POSITION/ELEVATION WELL
 DU1834
 DU1834  HISTORY     - Date     Condition        Report By
 DU1834  HISTORY     - 1944     MONUMENTED       USGS
 DU1834  HISTORY     - 1947     GOOD             USGS
 DU1834
 DU1834                          STATION DESCRIPTION
 DU1834
 DU1834'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 DU1834'STATION MARK--STANDARD TABLET STAMPED---BABICH 1944---, CEMENTED IN
 DU1834'FLAT ROCK OUTCROP.
 DU1834'
 DU1834'RM 1--DRILL HOLE IN ROCK OUTCROP ON NORTHEAST RIM OF SUMMIT.
 DU1834'
 DU1834'RM 2--DRILL HOLE IN ROCK OUTCROP ON CREST OF RIDGE TO SE.
 DU1834
 DU1834                          STATION RECOVERY (1947)
 DU1834
 DU1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DU1834'RECOVERED AS DESCRIBED BY USGS.
 DU1834'
 DU1834'LOCATED ABOUT 7 MI NW. OF GLOBE, 1 MI N. OF JOHN BABICH CAMP.
 DU1834'
 DU1834'TO REACH FROM GLOBE POST OFFICE, TAKE U.S. HWYS. 60 AND 70 W. TO
 DU1834'JCT. HWY. 88.  GO RIGHT 5.3 MI N. TO LAVINE RANCH.  GO LEFT 2.2 MI
 DU1834'W. TO FORK ON RD.  TAKE LEFT FORK 0.5 MI W. TO J. PLEICH RANCH,
 DU1834'CONTINUE 0.3 MI W. TO FORK.  TAKE RIGHT FORK 0.3 MI N. TO JOHN
 DU1834'BABICH CAMP HOUSE AND RD. FORK.  TAKE LEFT FORK 0.1 MI W. TO FORK.
 DU1834'TAKE RIGHT FORK 0.4 MI NW. TO FENCE LINE AND END OF TRUCK TRAVEL.
 DU1834'CONTINUE UP WASH NW. AND CLIMB OUT OF WASH UP NORTHEAST RIDGE
 DU1834'LINE TO SUMMIT AND STATION.  A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0741 ***********************************************************************
 CG0741  DESIGNATION -  BABO
 CG0741  PID         -  CG0741
 CG0741  STATE/COUNTY-  AZ/PIMA
 CG0741  USGS QUAD   -  TOPAWA (1979)
 CG0741
 CG0741                         *CURRENT SURVEY CONTROL
 CG0741  ___________________________________________________________________
 CG0741* NAD 83(1992)-  31 45 39.54958(N)    111 50 03.67537(W)     ADJUSTED  
 CG0741* NAVD 88     -       736.35   (+/-2cm)    2415.8    (feet)  VERTCON   
 CG0741  ___________________________________________________________________
 CG0741  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 CG0741  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0741  HORZ ORDER  -  SECOND
 CG0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0741
 CG0741.The horizontal coordinates were established by classical geodetic methods
 CG0741.and adjusted by the National Geodetic Survey in August 1993.
 CG0741
 CG0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0741.The vertical order pertains to the NGVD 29 superseded value.
 CG0741
 CG0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0741
 CG0741.The geoid height was determined by GEOID03.
 CG0741
 CG0741;                    North         East     Units Scale Factor Converg.
 CG0741;SPC AZ C     -    84,369.620   221,157.288   MT  0.99990075   +0 02 36.0
 CG0741;SPC AZ C     -   276,803.22    725,581.65   iFT  0.99990075   +0 02 36.0
 CG0741;UTM  12      - 3,514,246.137   420,985.771   MT  0.99967700   -0 26 21.1
 CG0741
 CG0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0741!SPC AZ C     -   0.99988923  x   0.99990075  =   0.99978999
 CG0741!UTM  12      -   0.99988923  x   0.99967700  =   0.99956627
 CG0741
 CG0741|---------------------------------------------------------------------|
 CG0741| PID    Reference Object                     Distance      Geod. Az  |
 CG0741|                                                           dddmmss.s |
 CG0741| CG0742 BABO RM 1                            15.785 METERS 06023     |
 CG0741| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.22.6 KM 0870533.6 |
 CG0741| CH4267 BABO AZ MK                                         2370611.9 |
 CG0741| CG0743 BABO RM 2                            19.089 METERS 31340     |
 CG0741| CG0736 TOPAWA                              APPROX. 3.0 KM 3263608.1 |
 CG0741|---------------------------------------------------------------------|
 CG0741
 CG0741                          SUPERSEDED SURVEY CONTROL
 CG0741
 CG0741  NAD 83(1986)-  31 45 39.54164(N)    111 50 03.67461(W) AD(       ) 2
 CG0741  NAD 27      -  31 45 39.24800(N)    111 50 01.24500(W) AD(       ) 2
 CG0741  NGVD 29 (??/??/92)  735.634  (m)         2413.49   (f) ADJ UNCH    2 0
 CG0741
 CG0741.Superseded values are not recommended for survey control.
 CG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0741.See file dsdata.txt to determine how the superseded data were derived.
 CG0741
 CG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA2098614246(NAD 83)
 CG0741_MARKER: DS = TRIANGULATION STATION DISK
 CG0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0741_STAMPING: BABO 1936
 CG0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0741+STABILITY: SURFACE MOTION
 CG0741
 CG0741  HISTORY     - Date     Condition        Report By
 CG0741  HISTORY     - 1936     MONUMENTED       CGS
 CG0741  HISTORY     - 1952     GOOD             CGS
 CG0741  HISTORY     - 1952     GOOD             NGS
 CG0741
 CG0741                          STATION DESCRIPTION
 CG0741
 CG0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0741'IN THE PAPAGO INDIAN RESERVATION, ABOUT 10 MILES, AIR LINE, SOUTH
 CG0741'OF SELLS, ABOUT 3-1/2 MILES, AIR LINE, SOUTH OF TOPAWA INDIAN
 CG0741'VILLAGE, AT A GRADED T-ROAD INTERSECTION.  THE STATION IS IN
 CG0741'THE CENTER OF A TRIANGULAR STRIP OF GROUND, 8.7 METERS SOUTHWEST
 CG0741'OF THE CENTER LINE OF THE THROUGH ROAD WHICH RUNS APPROXIMATELY
 CG0741'NORTHWEST AND SOUTHEAST, 4.3 METERS NORTHWEST OF THE EXTENDED
 CG0741'CENTER LINE OF THE T-ROAD TO THE SOUTHWEST, 10.6 METERS EAST
 CG0741'OF CENTER LINE OF CURVED ROAD, AND 17.0 METERS SOUTHWEST OF
 CG0741'A METAL SIGNPOST-CUSTOMS PENALTY.  MARKED BY STANDARD BRONZE
 CG0741'DISKS. REFERENCE MARK NO. 1, A
 CG0741'STANDARD BRONZE REFERENCE DISK, IS 7.8 METERS
 CG0741'SOUTHEAST OF THE METAL SIGNPOST, 6.4 METERS NORTHEAST OF THE
 CG0741'CENTER LINE OF THE THROUGH ROAD AND IS 15.785 METERS (51.79
 CG0741'FEET) FROM STATION N 60 DEG 23 MIN E. REFERENCE
 CG0741'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG0741'23.1 METERS WEST OF THE METAL SIGN POST, 5.3 METERS WEST OF
 CG0741'CENTER LINE OF CURVED ROAD, 1.8 METERS SOUTHEAST OF TELEPHONE
 CG0741'POLE, AND IS 19.089 METERS (62.63 FEET) FROM STATION
 CG0741'N 40 DEG 20 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 CG0741'DISK, IS 585 PACES SOUTHWEST OF THE CENTER LINE
 CG0741'OF THE THROUGH ROAD, 5 PACES SOUTHEAST OF THE CENTER
 CG0741'LINE OF THE ROAD THAT GOES SOUTHWEST TO VAMORI AND ABOUT 575
 CG0741'PACES FROM STATION N 57 DEG 06 MIN W.
 CG0741
 CG0741                          STATION RECOVERY (1952)
 CG0741
 CG0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0741'STATION IS 1.5 MILES W ALONG A GRAVEL ROAD FROM THE POST OFFICE,
 CG0741'AND MISSION AT TOPAWA, THENCE 3.7 MILES S ALONG A DIRT ROAD, AT THE
 CG0741'JUNCTION OF A DIM ROAD LEADING WEST, 51.8 FEET SW OF AND ACROSS
 CG0741'THE MAIN ROAD FROM R.M. 1, 31 FEET SW OF THE CENTER LINE OF THE
 CG0741'MAIN ROAD, 1.8 FEET N OF A WITNESS POST, AND ABOUT 1/2 FOOT
 CG0741'HIGHER THAN THE ROAD.
 CG0741'
 CG0741'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CG0741'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0741'
 CG0741'R.M. 1 IS 21 FEET NE OF THE CENTER LINE OF THE ROAD, ABOUT 1/2
 CG0741'FOOT HIGHER THAN THE ROAD, AND 51.8 FEET NE OF AND ACROSS THE
 CG0741'ROAD FROM THE STATION.
 CG0741'
 CG0741'R.M. 2 IS 62.7 FEET NW OF THE STATION, 6.2 FEET SE OF A
 CG0741'TELEPHONE POLE, 37 FEET SE OF THE CENTER LINE OF THE DIM ROAD,
 CG0741'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  IT IS A STANDARD DISK
 CG0741'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0741'GROUND.
 CG0741
 CG0741                          STATION RECOVERY (1952)
 CG0741
 CG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0741'5.2 MI S FROM TOPAWA.
 CG0741'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0741'TOPAWA, THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF A
 CG0741'DIM ROAD LEADING WEST, 51.8 FEET SOUTHWEST OF AND ACROSS THE MAIN ROAD
 CG0741'FROM BABO R.M. NO. 1, 62.7 FEET SOUTHEAST OF BABO R.M. NO. 2, 31 FEET
 CG0741'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 1.8 FEET NORTH OF A
 CG0741'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 CG0741'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0742 ***********************************************************************
 CG0742  DESIGNATION -  BABO RM 1
 CG0742  PID         -  CG0742
 CG0742  STATE/COUNTY-  AZ/PIMA
 CG0742  USGS QUAD   -  TOPAWA (1979)
 CG0742
 CG0742                         *CURRENT SURVEY CONTROL
 CG0742  ___________________________________________________________________
 CG0742* NAD 83(1986)-  31 45 39.     (N)    111 50 03.     (W)     SCALED    
 CG0742* NAVD 88     -       736.56   (+/-2cm)    2416.5    (feet)  VERTCON   
 CG0742  ___________________________________________________________________
 CG0742  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0742
 CG0742.The horizontal coordinates were scaled from a topographic map and have
 CG0742.an estimated accuracy of +/- 6 seconds.
 CG0742
 CG0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0742.The vertical order pertains to the NGVD 29 superseded value.
 CG0742
 CG0742.The geoid height was determined by GEOID03.
 CG0742
 CG0742;                    North         East    Units  Estimated Accuracy
 CG0742;SPC AZ C     -    84,350.      221,180.      MT  (+/- 180 meters Scaled)
 CG0742
 CG0742                          SUPERSEDED SURVEY CONTROL
 CG0742
 CG0742  NGVD 29 (??/??/92)  735.844  (m)         2414.18   (f) ADJ UNCH    2 0
 CG0742
 CG0742.Superseded values are not recommended for survey control.
 CG0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0742.See file dsdata.txt to determine how the superseded data were derived.
 CG0742
 CG0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA210142(NAD 83)
 CG0742_MARKER: DR = REFERENCE MARK DISK
 CG0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0742_STAMPING: BABO NO. 1 1936
 CG0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0742+STABILITY: SURFACE MOTION
 CG0742
 CG0742  HISTORY     - Date     Condition        Report By
 CG0742  HISTORY     - 1936     MONUMENTED       CGS
 CG0742  HISTORY     - 1952     GOOD             NGS
 CG0742
 CG0742                          STATION DESCRIPTION
 CG0742
 CG0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0742'5.2 MI S FROM TOPAWA.
 CG0742'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0742'TOPAWA, THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF A
 CG0742'DIM ROAD LEADING WEST, 92.1 FEET EAST OF AND ACROSS THE ROAD FROM R.M.
 CG0742'NO. 2, 51.8 FEET NORTHEAST OF AND ACROSS THE ROAD FROM BABO
 CG0742'TRIANGULATION STATION, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 CG0742'ROAD, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0742'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0743 ***********************************************************************
 CG0743  DESIGNATION -  BABO RM 2
 CG0743  PID         -  CG0743
 CG0743  STATE/COUNTY-  AZ/PIMA
 CG0743  USGS QUAD   -  TOPAWA (1979)
 CG0743
 CG0743                         *CURRENT SURVEY CONTROL
 CG0743  ___________________________________________________________________
 CG0743* NAD 83(1986)-  31 45 39.     (N)    111 50 03.     (W)     SCALED    
 CG0743* NAVD 88     -       736.24   (+/-2cm)    2415.5    (feet)  VERTCON   
 CG0743  ___________________________________________________________________
 CG0743  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0743
 CG0743.The horizontal coordinates were scaled from a topographic map and have
 CG0743.an estimated accuracy of +/- 6 seconds.
 CG0743
 CG0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0743.The vertical order pertains to the NGVD 29 superseded value.
 CG0743
 CG0743.The geoid height was determined by GEOID03.
 CG0743
 CG0743;                    North         East    Units  Estimated Accuracy
 CG0743;SPC AZ C     -    84,350.      221,180.      MT  (+/- 180 meters Scaled)
 CG0743
 CG0743                          SUPERSEDED SURVEY CONTROL
 CG0743
 CG0743  NGVD 29 (??/??/92)  735.529  (m)         2413.15   (f) ADJ UNCH    2 0
 CG0743
 CG0743.Superseded values are not recommended for survey control.
 CG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0743.See file dsdata.txt to determine how the superseded data were derived.
 CG0743
 CG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA210142(NAD 83)
 CG0743_MARKER: DR = REFERENCE MARK DISK
 CG0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0743_STAMPING: BABO NO. 2 1936
 CG0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0743+STABILITY: SURFACE MOTION
 CG0743
 CG0743  HISTORY     - Date     Condition        Report By
 CG0743  HISTORY     - 1936     MONUMENTED       CGS
 CG0743  HISTORY     - 1952     GOOD             NGS
 CG0743
 CG0743                          STATION DESCRIPTION
 CG0743
 CG0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0743'5.2 MI S FROM TOPAWA.
 CG0743'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0743'TOPAWA, THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD AT THE JUNCTION OF A
 CG0743'DIM ROAD LEADING WEST, IN LINE WITH A ROW OF TELEPHONE POLES, 52 FEET
 CG0743'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 62.7 FEET NORTHWEST OF
 CG0743'BABO TRIANGUALTION STATION, 6.2 FEET SOUTHEAST OF A TELEPHONE POLE, 37
 CG0743'FEET SOUTHEAST OF THE CENTER LINE OF THE DIM ROAD ABOUT 1/2 FOOT
 CG0743'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0743'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0965 ***********************************************************************
 CG0965  DESIGNATION -  BABOCOMARI
 CG0965  PID         -  CG0965
 CG0965  STATE/COUNTY-  AZ/COCHISE
 CG0965  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG0965
 CG0965                         *CURRENT SURVEY CONTROL
 CG0965  ___________________________________________________________________
 CG0965* NAD 83(1992)-  31 39 23.89233(N)    110 26 27.44564(W)     ADJUSTED  
 CG0965* NAVD 88     -      1550.7    (meters)    5088.     (feet)  VERTCON   
 CG0965  ___________________________________________________________________
 CG0965  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 CG0965  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CG0965  HORZ ORDER  -  FIRST
 CG0965
 CG0965.The horizontal coordinates were established by classical geodetic methods
 CG0965.and adjusted by the National Geodetic Survey in August 1993.
 CG0965
 CG0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0965
 CG0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0965
 CG0965.The geoid height was determined by GEOID03.
 CG0965
 CG0965;                    North         East     Units Scale Factor Converg.
 CG0965;SPC AZ E     -    72,830.083   187,347.866   MT  0.99990834   -0 08 38.2
 CG0965;SPC AZ E     -   238,943.84    614,658.35   iFT  0.99990834   -0 08 38.2
 CG0965;SPC AZ C     -    73,743.450   353,314.592   MT  1.00014151   +0 46 28.6
 CG0965;SPC AZ C     -   241,940.45  1,159,168.61   iFT  1.00014151   +0 46 28.6
 CG0965;UTM  12      - 3,502,513.204   553,000.803   MT  0.99963464   +0 17 36.3
 CG0965
 CG0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0965!SPC AZ E     -   0.99976096  x   0.99990834  =   0.99966933
 CG0965!SPC AZ C     -   0.99976096  x   1.00014151  =   0.99990244
 CG0965!UTM  12      -   0.99976096  x   0.99963464  =   0.99939569
 CG0965
 CG0965:                Primary Azimuth Mark                     Grid Az
 CG0965:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               066 55 22.4
 CG0965:SPC AZ C     -  PHOENIX EL PASO AWY BCN 16               066 00 15.6
 CG0965:UTM  12      -  PHOENIX EL PASO AWY BCN 16               066 29 07.9
 CG0965
 CG0965|---------------------------------------------------------------------|
 CG0965| PID    Reference Object                     Distance      Geod. Az  |
 CG0965|                                                           dddmmss.s |
 CG0965| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.30.5 KM 0664644.2 |
 CG0965| CC5999 BABOCOMARI RM 1                       6.056 METERS 07611     |
 CG0965| CC5998 BABOCOMARI AZ MK                                   1083332.6 |
 CG0965| CC6000 BABOCOMARI RM 2                       8.304 METERS 16809     |
 CG0965|---------------------------------------------------------------------|
 CG0965
 CG0965                          SUPERSEDED SURVEY CONTROL
 CG0965
 CG0965  NAD 83(1986)-  31 39 23.88178(N)    110 26 27.43831(W) AD(       ) 1
 CG0965  NAD 27      -  31 39 23.56200(N)    110 26 25.13400(W) AD(       ) 1
 CG0965  NGVD 29 (06/28/91) 1549.8    (m)         5085.     (f) VERT ANG    3  
 CG0965
 CG0965.Superseded values are not recommended for survey control.
 CG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0965.See file dsdata.txt to determine how the superseded data were derived.
 CG0965
 CG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5300102513(NAD 83)
 CG0965_MARKER: DS = TRIANGULATION STATION DISK
 CG0965_SETTING: 66 = SET IN ROCK OUTCROP
 CG0965_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0965+STABILITY: POSITION/ELEVATION WELL
 CG0965
 CG0965  HISTORY     - Date     Condition        Report By
 CG0965  HISTORY     - 1938     MONUMENTED       CGS
 CG0965  HISTORY     - 1947     GOOD             AMS
 CG0965  HISTORY     - 1962     GOOD             AMS
 CG0965  HISTORY     - 1986     GOOD             AZDT
 CG0965
 CG0965                          STATION DESCRIPTION
 CG0965
 CG0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGF)
 CG0965'STATION IS IN SEC. R 19 E, T 20 S, ON A LOW RED HILL ON THE
 CG0965'N BOUNDARY OF THE BABOCOMARI GRANT AND AT THE S END OF MUSTANG
 CG0965'MOUNTAINS.  IT IS ABOUT 5-1/2 MILES E OF ELGIN, ABOUT 15-1/2
 CG0965'MILES WSW OF FAIRBANK, AND ABOUT 2 MILES NE OF THE BABOCOMARI
 CG0965'RANCH BUILDINGS.  THERE IS A ROAD TO THE STATION FROM THE W AND
 CG0965'S BUT IT IS NOT PASSABLE.
 CG0965'
 CG0965'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG0965'OUTCROPPING BEDROCK.
 CG0965'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER.
 CG0965'
 CG0965'TO REACH FROM SONOITA, FROM THE JUNCTION WITH STATE ROUTE
 CG0965'NO. 83, GO E ON STATE ROUTE NO. 82 FOR 16.0 MILES TO A GATE
 CG0965'AND A TRACK ROAD ON THE RIGHT.  THIS POINT IS 0.2 MILE E OF A
 CG0965'RANCH HOUSE, 325 FEET E OF A LONG CONCRETE DIP, AND 5.0 MILES
 CG0965'W OF THE JUNCTION OF ROUTE NO. 82 WITH ROUTE NO. 93.  LEAVE
 CG0965'THE HIGHWAY, GO THROUGH THE GATE ON RIGHT AND FOLLOW THE TRACK
 CG0965'ROAD E 0.6 MILE.  TAKE RIGHT FORK, CROSSING THE WASH, AND
 CG0965'FOLLOW THE MAIN-TRAVELLED ROAD SE AND S 2.1 MILES TO A SHACK,
 CG0965'CORRAL AND WINDMILL.  CONTINUE S, PASSING TO THE LEFT OR E OF
 CG0965'THE CORRAL, AND GO 0.1 MILE TO A GATE IN THE FENCE CORNER.  PASS
 CG0965'THROUGH THE GATE AND TURN RIGHT ALONG THE S SIDE OF THE
 CG0965'FENCE.  FOLLOW THE DIM TRACK ROAD SW ALONG THE FENCE 0.25
 CG0965'MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE SW 1.3
 CG0965'MILES.  AT THIS POINT THE TRACKS LEAVE THE FENCE.  FOLLOW THE
 CG0965'TRACKS TO THE LEFT ACROSS THE WASH AND THEN RIGHT AGAIN, W, 0.5
 CG0965'MILE TO THE SADDLE AND THE END OF TRUCK TRAVEL.  PACK UP THE
 CG0965'STEEP ROCKY SLOPE TO THE LEFT, N, TO THE FENCE.  THE
 CG0965'STATION IS 78 FEET N OF THIS FENCE, WHICH IS THE N
 CG0965'BOUNDARY OF THE BABOCOMARI GRANT.
 CG0965'
 CG0965'AZIMUTH MARK IS LOCATED ABOUT 1/4 MILE ESE OF THE STATION ON
 CG0965'THE NW END AND SIDE OF THE HILL WHICH IS 0.2 MILE E OF THE
 CG0965'SADDLE AT THE END OF TRUCK TRAVEL.  A 15 MINUTE PACK.
 CG0965
 CG0965                          STATION RECOVERY (1947)
 CG0965
 CG0965'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG0965'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT TURN
 CG0965'RIGHT UP A STEEP ROCKY SLOPE TO A FENCE.  ALL MARKS ARE IN
 CG0965'GOOD CONDITION.  STATION MARK IS STAMPED BABOCOMARI 1938.
 CG0965
 CG0965                          STATION RECOVERY (1962)
 CG0965
 CG0965'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 CG0965'THE STATION WAS VISITED BY HELICOPTER.  NO ATTEMPT MADE TO CHECK
 CG0965'THE ORIGINAL TO REACH DESCRIPTION.
 CG0965'
 CG0965'REFERENCE MARK NO. 1 WAS MEASURED WITHIN 01 MIN 52 SEC OF THE
 CG0965'LISTED DIRECTION AND THE SAME DISTANCE AS LISTED.
 CG0965'
 CG0965'REFERENCE MARK NO. 2 WAS MEASURED WITH 02 MIN 18 SEC OF THE
 CG0965'LISTED DIRECTION AND WITHIN .012 METER OF THE LISTED DISTANCE.
 CG0965'
 CG0965'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CG0965
 CG0965                          STATION RECOVERY (1986)
 CG0965
 CG0965'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0965'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0965'AS DESCRIBED IN 1938.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0965'
 CG0965'TO REACH THE STATION FROM THE POST OFFICE IN HUHCHUCA CITY TRAVEL
 CG0965'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG0965'ROUTE 82.  TURN LEFT AND TRAVEL WEST ALONG SR 82 FOR 7.9 MILES TO MILE
 CG0965'POST 43.4 AND A GATE ON THE LEFT AT A POWER LINE.  TURN LEFT PASSING
 CG0965'THROUGH 4 GATES DURING THE NEXT 5.6 MILES TO THE END OF TRUCK TRAVEL
 CG0965'AT A LOCKED GATE.  THE AZIMUTH MARK IS ABOUT 1200 FEET SOUTH-SOUTHEAST
 CG0965'OF THIS POINT ON TOP OF A SMALL HILL.  PACK SOUTHWEST ALONG THE NORTH
 CG0965'SIDE OF THE FENCE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0628 ***********************************************************************
 GP0628  DESIGNATION -  BABY ROCK
 GP0628  PID         -  GP0628
 GP0628  STATE/COUNTY-  AZ/NAVAJO
 GP0628  USGS QUAD   -  BABY ROCKS (1988)
 GP0628
 GP0628                         *CURRENT SURVEY CONTROL
 GP0628  ___________________________________________________________________
 GP0628* NAD 83(1992)-  36 46 19.87442(N)    110 00 58.91961(W)     ADJUSTED  
 GP0628* NAVD 88     -      1693.2    (meters)    5555.     (feet)  VERTCON   
 GP0628  ___________________________________________________________________
 GP0628  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 GP0628  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GP0628  HORZ ORDER  -  SECOND
 GP0628
 GP0628.The horizontal coordinates were established by classical geodetic methods
 GP0628.and adjusted by the National Geodetic Survey in August 1993.
 GP0628
 GP0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0628
 GP0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0628
 GP0628.The geoid height was determined by GEOID03.
 GP0628
 GP0628;                    North         East     Units Scale Factor Converg.
 GP0628;SPC AZ E     -   640,201.534   226,776.933   MT  0.99990222   +0 05 23.9
 GP0628;SPC AZ E     - 2,100,398.73    744,018.81   iFT  0.99990222   +0 05 23.9
 GP0628;UTM  12      - 4,070,051.954   587,781.478   MT  0.99969493   +0 35 19.9
 GP0628
 GP0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0628!SPC AZ E     -   0.99973760  x   0.99990222  =   0.99963985
 GP0628!UTM  12      -   0.99973760  x   0.99969493  =   0.99943261
 GP0628
 GP0628|---------------------------------------------------------------------|
 GP0628| PID    Reference Object                     Distance      Geod. Az  |
 GP0628|                                                           dddmmss.s |
 GP0628| CD3961 BABY ROCK RM 1                        4.553 METERS 10139     |
 GP0628| CD3962 BABY ROCK RM 2                       20.555 METERS 21515     |
 GP0628| CD3960 BABY ROCK AZ MK                                    2535516.6 |
 GP0628| GP0629 AGATHLA PEAK CAIRN                  APPROX.19.6 KM 2875404.4 |
 GP0628| GP0627 BABY ROCK MTN CAIRN                   1.950 METERS 30655     |
 GP0628|---------------------------------------------------------------------|
 GP0628
 GP0628                          SUPERSEDED SURVEY CONTROL
 GP0628
 GP0628  NAD 83(1986)-  36 46 19.87531(N)    110 00 58.91959(W) AD(       ) 2
 GP0628  NAD 27      -  36 46 19.87100(N)    110 00 56.48400(W) AD(       ) 2
 GP0628  NGVD 29 (07/19/86) 1692.3    (m)         5552.     (f) VERT ANG    3  
 GP0628
 GP0628.Superseded values are not recommended for survey control.
 GP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0628.See file dsdata.txt to determine how the superseded data were derived.
 GP0628
 GP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF8778170052(NAD 83)
 GP0628_MARKER: DS = TRIANGULATION STATION DISK
 GP0628_SETTING: 66 = SET IN ROCK OUTCROP
 GP0628
 GP0628  HISTORY     - Date     Condition        Report By
 GP0628  HISTORY     - 1951     MONUMENTED       CGS
 GP0628  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GP0628  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GP0628
 GP0628                          STATION DESCRIPTION
 GP0628
 GP0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0628'STATION IS LOCATED, AIRLINE, ABOUT 14.5 MILES EAST NORTHEAST
 GP0628'OF KAYENTA, 14 MILES WEST SOUTHWEST OF DINNEHOTSO, 3/4
 GP0628'MILE SOUTH OF LAGUNA CREEK, ON THE NORTH NORTHEAST END OF A
 GP0628'MESA.  IT IS 500 YARDS WEST SOUTHWEST OF THE NORTHEAST END
 GP0628'OF THE MESA WHICH HAS AN ODD FORMATION OF ROCKS ON THE CLIFFS
 GP0628'AND LEDGES KNOWN AS BABY ROCK.  IT IS ON THE SOUTH SIDE OF THE
 GP0628'KAYENTA-DINNEHOTSO HIGHWAY AND ABOUT 300 FEET HIGHER IN
 GP0628'ELEVATION.
 GP0628'
 GP0628'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KAYENTA,
 GP0628'GO EAST FOR 0.25 MILE, PASSING THE KAYENTA CABINS AND CAFE,
 GP0628'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH FOR 0.15 MILE
 GP0628'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH FOR 1.3 MILES
 GP0628'TO A FORK.  TAKE THE LEFT FORK, EAST, AS PER SIGN DINNEHOTSO
 GP0628'27 AND GO 7.5 MILES TO CHURCH ROCK ON THE LEFT.  CONTINUE EAST,
 GP0628'TOWARDS DINNEHOTSO, FOR 6.8 MILES TO THE NORTHEAST END OF THE
 GP0628'MESA AND THE ODD FORMATION OF ROCKS.  TURN RIGHT, OFF THE
 GP0628'ROAD, AND GO EAST SOUTHEAST AROUND THE POINT OF THE MESA
 GP0628'FOR 0.15 MILE TO A STEEP SAND DRIFT THAT REACHES TO THE TOP
 GP0628'OF THE MESA AND THE END OF TRUCK TRAVEL.  PACK WEST UP THE
 GP0628'STEEP SAND DRIFT TO THE RIM, AND THEN WEST OVER THE TOP OF THE
 GP0628'MESA FOR ABOUT 0.5 MILE TO A 4-1/2 FOOT CAIRN AND THE
 GP0628'STATION.  TIME OF PACK IS APPROXIMATELY 25 MINUTES.
 GP0628'
 GP0628'STATION MARK, STAMPED BABY ROCK 1951, IS A STANDARD DISK
 GP0628'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 GP0628'5 INCHES.  IT IS 6 FEET SOUTHEAST OF THE CAIRN.
 GP0628'
 GP0628'REFERENCE MARK NUMBER 1, STAMPED BABY ROCK NO 1 1951, IS A
 GP0628'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GP0628'THAT IS FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS
 GP0628'THE STATION.
 GP0628'
 GP0628'REFERENCE MARK NUMBER 2, STAMPED BABY ROCK NO 2 1951, IS A
 GP0628'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GP0628'THAT PROJECTS 10 INCHES AND IS 4 FEET LOWER IN ELEVATION THAN
 GP0628'THE STATION.
 GP0628'
 GP0628'AZIMUTH MARK, STAMPED BABY ROCK 1951, IS A STANDARD DISK CEMENTED
 GP0628'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  TO REACH
 GP0628'FROM THE STATION, GO WEST SOUTHWEST ON THE ROAD TOWARDS KAYENTA
 GP0628'FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTH, SIDE
 GP0628'OF THE ROAD.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 GP0628'AND 20 FEET EAST OF A DIM TRACK ROAD.
 GP0628'
 GP0628'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GP0628
 GP0628                          STATION RECOVERY (1965)
 GP0628
 GP0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GP0628'STATION SITE RECOVERED BUT STATION DISK AND REFERENCE MARKS
 GP0628'DISKS 1 AND 2 HAVE ALL BEEN REMOVED.  THE HOLES WERE FOUND
 GP0628'AND MEASUREMENTS WERE MADE TO ESTABLISH THE IDENTITY OF EACH
 GP0628'MARK.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE DESCRIPTION
 GP0628'TO REACH THE STATION IS CORRECT AND ADEQUATE, THE STATION
 GP0628'CAN BE DRIVEN TO WITH A FOUR-WHEEL DRIVE VEHICLE FROM THE
 GP0628'WEST END OF THE RIDGE.
 GP0628'
 GP0628'ASTRO PARTY 363 VISITED THIS STATION.
 GP0628
 GP0628                          STATION RECOVERY (1970)
 GP0628
 GP0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GP0628'THE U.S. GEOLOGICAL SURVEY REPORTED IN FEBRUARY THAT THE STATION
 GP0628'IS DESTROYED.
 GP0628'
 GP0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14-1/2
 GP0628'MILES EAST-NORTHEAST OF KAYENTA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0627 ***********************************************************************
 GP0627  DESIGNATION -  BABY ROCK MTN CAIRN
 GP0627  PID         -  GP0627
 GP0627  STATE/COUNTY-  AZ/NAVAJO
 GP0627  USGS QUAD   -  BABY ROCKS (1988)
 GP0627
 GP0627                         *CURRENT SURVEY CONTROL
 GP0627  ___________________________________________________________________
 GP0627* NAD 83(1992)-  36 46 19.91242(N)    110 00 58.98248(W)     ADJUSTED  
 GP0627* NAVD 88     -              **(meters)            **(feet)            
 GP0627  ___________________________________________________________________
 GP0627  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 GP0627  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GP0627  HORZ ORDER  -  THIRD
 GP0627
 GP0627.The horizontal coordinates were established by classical geodetic methods
 GP0627.and adjusted by the National Geodetic Survey in August 1993.
 GP0627
 GP0627
 GP0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0627
 GP0627.The geoid height was determined by GEOID03.
 GP0627
 GP0627;                    North         East     Units Scale Factor Converg.
 GP0627;SPC AZ E     -   640,202.703   226,775.372   MT  0.99990222   +0 05 23.9
 GP0627;SPC AZ E     - 2,100,402.57    744,013.69   iFT  0.99990222   +0 05 23.9
 GP0627;UTM  12      - 4,070,053.109   587,779.907   MT  0.99969493   +0 35 19.9
 GP0627
 GP0627                          SUPERSEDED SURVEY CONTROL
 GP0627
 GP0627  NAD 83(1986)-  36 46 19.91330(N)    110 00 58.98245(W) AD(       ) 4
 GP0627  NAD 27      -  36 46 19.90900(N)    110 00 56.54700(W) AD(       ) 3
 GP0627
 GP0627.Superseded values are not recommended for survey control.
 GP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0627.See file dsdata.txt to determine how the superseded data were derived.
 GP0627
 GP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF8778070053(NAD 83)
 GP0627_MARKER: 72 = CAIRN
 GP0627
 GP0627  HISTORY     - Date     Condition        Report By
 GP0627  HISTORY     - 1951     FIRST OBSERVED   CGS
 GP0627
 GP0627                          STATION DESCRIPTION
 GP0627
 GP0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0627'THE CAIRN IS ABOUT 500 YARDS WEST SOUTHWEST OF THE NORTHEAST
 GP0627'END OF A MESA KNOWN AS BABY ROCK.  IT IS ON THE SOUTH SIDE OF
 GP0627'THE KAYENTA-DINNEHOTSO ROAD, ABOUT 14.5 MILES AIRLINE EAST
 GP0627'NORTHEAST OF KAYENTA, 14 MILES AIRLINE WEST SOUTHWEST OF
 GP0627'DINNEHOTSO, AND 3/4 MILE SOUTH OF LAGUNA CREEK.
 GP0627'
 GP0627'THE CAIRN IS ABOUT 4 FEET HIGH AND 3 FEET IN DIAMETER AND IS
 GP0627'1.95 METERS, 6.4 FEET NORTHWEST OF STATION BABY ROCK.  THE
 GP0627'CENTER OF THE CAIRN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1911 ***********************************************************************
 AI1911  DESIGNATION -  BABY ROCK RESET
 AI1911  PID         -  AI1911
 AI1911  STATE/COUNTY-  AZ/NAVAJO
 AI1911  USGS QUAD   -  BABY ROCKS (1988)
 AI1911
 AI1911                         *CURRENT SURVEY CONTROL
 AI1911  ___________________________________________________________________
 AI1911* NAD 83(2007)-  36 46 19.87199(N)    110 00 58.92060(W)     ADJUSTED  
 AI1911* NAVD 88     -      1690.0    (meters)    5545.     (feet)  GPS OBS   
 AI1911  ___________________________________________________________________
 AI1911  EPOCH DATE  -        2007.00
 AI1911  X           -  -1,751,321.073 (meters)                     COMP
 AI1911  Y           -  -4,807,441.798 (meters)                     COMP
 AI1911  Z           -   3,798,171.317 (meters)                     COMP
 AI1911  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AI1911  ELLIP HEIGHT-        1669.156 (meters)          (02/10/07) ADJUSTED
 AI1911  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 AI1911
 AI1911  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1911  Type    PID    Designation                      North   East  Ellip
 AI1911  -------------------------------------------------------------------
 AI1911  NETWORK AI1911 BABY ROCK RESET                   0.45   0.39   1.16
 AI1911  -------------------------------------------------------------------
 AI1911
 AI1911.The horizontal coordinates were established by GPS observations
 AI1911.and adjusted by the National Geodetic Survey in February 2007.
 AI1911
 AI1911.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1911.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1911.The horizontal coordinates are valid at the epoch date displayed above.
 AI1911.The epoch date for horizontal control is a decimal equivalence
 AI1911.of Year/Month/Day.
 AI1911
 AI1911.The orthometric height was determined by GPS observations and a
 AI1911.high-resolution geoid model.
 AI1911
 AI1911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1911
 AI1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1911
 AI1911.The ellipsoidal height was determined by GPS observations
 AI1911.and is referenced to NAD 83.
 AI1911
 AI1911.The geoid height was determined by GEOID03.
 AI1911
 AI1911;                    North         East     Units Scale Factor Converg.
 AI1911;SPC AZ E     -   640,201.460   226,776.909   MT  0.99990222   +0 05 23.9
 AI1911;SPC AZ E     - 2,100,398.49    744,018.73   iFT  0.99990222   +0 05 23.9
 AI1911;UTM  12      - 4,070,051.879   587,781.454   MT  0.99969493   +0 35 19.9
 AI1911
 AI1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1911!SPC AZ E     -   0.99973812  x   0.99990222  =   0.99964036
 AI1911!UTM  12      -   0.99973812  x   0.99969493  =   0.99943313
 AI1911
 AI1911                          SUPERSEDED SURVEY CONTROL
 AI1911
 AI1911  NAD 83(1992)-  36 46 19.87151(N)    110 00 58.91991(W) AD(       ) A
 AI1911  ELLIP H (09/30/99) 1669.171  (m)                       GP(       ) 3 1
 AI1911
 AI1911.Superseded values are not recommended for survey control.
 AI1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1911.See file dsdata.txt to determine how the superseded data were derived.
 AI1911
 AI1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF8778170052(NAD 83)
 AI1911_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1911_SETTING: 66 = SET IN ROCK OUTCROP
 AI1911_STAMPING: BABY ROCK 1951 1979
 AI1911_MARK LOGO: NGS   
 AI1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1911+STABILITY: POSITION/ELEVATION WELL
 AI1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1911+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1999
 AI1911
 AI1911  HISTORY     - Date     Condition        Report By
 AI1911  HISTORY     - 1979     MONUMENTED       NGS
 AI1911  HISTORY     - 19990127 GOOD             NAVNAT
 AI1911
 AI1911                          STATION DESCRIPTION
 AI1911
 AI1911'DESCRIBED BY NAVAJO NATION 1999 (LLY)
 AI1911'THE 1965 DESCRIPTION FOR STATION BABY ROCK 1951 INDICATED THAT THE
 AI1911'STATION SITE WAS RECOVERED BUT THAT THE DISKS FOR THE STATION,
 AI1911'REFERENCE MARK 1 AND REFERENCE MARK 2 HAD BEEN REMOVED.  NO
 AI1911'INFORMATION REGARDING THE RESET STATION MARK, REFERENCE MARK 3 AND
 AI1911'REFERENCE MARK 4 WERE FOUND IN THE NGS DATA BASE.  A NEW DESCRIPTION
 AI1911'FOR THE RESET STATION FOLLOWS.  THE STATION IS LOCATED ABOUT 14.5 MI
 AI1911'(23.3 KM) EAST-NORTHEAST OF KAYENTA, ON TOP OF A LARGE MESA, ON THE
 AI1911'NORTH EDGE OF THE MESA, ABOUT 1200 FT (365.8 M) SOUTHEAST OF STATE
 AI1911'HIGHWAY 160.  OWNERSHIP--NAVAJO TRIBAL LAND TRUST.  TO REACH THE
 AI1911'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 160 AND 163 IN
 AI1911'KAYENTA, GO EAST FOR 14.3 MI (23.0 KM) ON STATE HIGHWAY 160 (PASSING
 AI1911'INDIAN ROUTE 59 AT 8.9 MI (14.3 KM)) TO A T-INTERSECTION.  TURN RIGHT
 AI1911'AND GO SOUTH FOR 1.0 MI (1.6 KM) ON A TRACK ROAD, PASSING A CLUSTER OF
 AI1911'HOUSES AT 0.3 MI (0.5 KM), TO A FORK (THIS TRACK ROAD RUNS ALONG THE
 AI1911'EAST SIDE OF THE LARGE MESA).  TURN RIGHT AND GO 0.4 MI (0.6 KM) TO A
 AI1911'FORK STAYING ON THE MAIN TRACK ROAD.  TURN LEFT FOR 0.9 MI (1.4 KM) TO
 AI1911'THE BASE OF MESA.  CONTINUE SOUTHWEST UP STEEP MESA FOR 0.25 MI (0.40
 AI1911'KM) TO A FORK AND REACHING TOP OF MESA.  TURN RIGHT FOR 0.05 MI (0.08
 AI1911'KM) TO A LARGE PATCH OF BEDROCK TURNING RIGHT (NORTH) AT THE MIDPOINT
 AI1911'OF BEDROCK PATCH TO A DIM TRACK ROAD. CONTINUE NORTH FOR 1.9 MI (3.1
 AI1911'KM) ON THE TRACK ROAD TO THE STATION. THE STATION DISK IS SET IN A
 AI1911'SANDSTONE OUTCROP RECESSED 1 CM BELOW THE SURFACE.  LOCATED ABOUT 12
 AI1911'FT (3.7 M) NORTH-NORTHWEST FROM BABY ROCK REFERENCE MARK 3
 AI1911'STAMPED--BABY ROCK NO 3 1979--- IN ROCK OUTCROP AND ABOUT 45 FT (13.7
 AI1911'M) SOUTHEAST FROM BABY ROCK REFERENCE MARK 4 STAMPED ---BABY ROCK NO 4
 AI1911'1979--- IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2223 ***********************************************************************
 DV2223  DESIGNATION -  BACK
 DV2223  PID         -  DV2223
 DV2223  STATE/COUNTY-  AZ/MARICOPA
 DV2223  USGS QUAD   -  GLENDALE (1982)
 DV2223
 DV2223                         *CURRENT SURVEY CONTROL
 DV2223  ___________________________________________________________________
 DV2223* NAD 83(2007)-  33 30 34.61634(N)    112 13 14.44763(W)     ADJUSTED  
 DV2223* NAVD 88     -       334.5    (meters)    1097.     (feet)  VERTCON   
 DV2223  ___________________________________________________________________
 DV2223  EPOCH DATE  -        2007.00
 DV2223  X           -  -2,013,303.080 (meters)                     COMP
 DV2223  Y           -  -4,928,363.101 (meters)                     COMP
 DV2223  Z           -   3,501,391.719 (meters)                     COMP
 DV2223  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DV2223  ELLIP HEIGHT-         304.554 (meters)          (02/10/07) ADJUSTED
 DV2223  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV2223
 DV2223  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2223  Type    PID    Designation                      North   East  Ellip
 DV2223  -------------------------------------------------------------------
 DV2223  NETWORK DV2223 BACK                              3.12   2.33   5.82
 DV2223  -------------------------------------------------------------------
 DV2223
 DV2223.The horizontal coordinates were established by GPS observations
 DV2223.and adjusted by the National Geodetic Survey in February 2007.
 DV2223
 DV2223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2223.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2223.The horizontal coordinates are valid at the epoch date displayed above.
 DV2223.The epoch date for horizontal control is a decimal equivalence
 DV2223.of Year/Month/Day.
 DV2223
 DV2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2223
 DV2223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2223
 DV2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2223
 DV2223.The ellipsoidal height was determined by GPS observations
 DV2223.and is referenced to NAD 83.
 DV2223
 DV2223.The geoid height was determined by GEOID03.
 DV2223
 DV2223;                    North         East     Units Scale Factor Converg.
 DV2223;SPC AZ C     -   278,308.222   185,116.214   MT  0.99990983   -0 10 04.2
 DV2223;SPC AZ C     -   913,084.72    607,336.66   iFT  0.99990983   -0 10 04.2
 DV2223;UTM  12      - 3,708,452.109   386,625.852   MT  0.99975847   -0 40 26.3
 DV2223
 DV2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2223!SPC AZ C     -   0.99995219  x   0.99990983  =   0.99986202
 DV2223!UTM  12      -   0.99995219  x   0.99975847  =   0.99971067
 DV2223
 DV2223                          SUPERSEDED SURVEY CONTROL
 DV2223
 DV2223  ELLIP H (06/11/02)  304.581  (m)                       GP(       ) 4 2
 DV2223  NAD 83(1992)-  33 30 34.61411(N)    112 13 14.44705(W) AD(       ) 1
 DV2223  ELLIP H (08/23/93)  304.711  (m)                       GP(       ) 4 2
 DV2223  NAD 83(1986)-  33 30 34.60878(N)    112 13 14.45293(W) AD(       ) 1
 DV2223  NGVD 29 (09/11/89)  333.9    (m)         1095.     (f) GPS OBS     3  
 DV2223
 DV2223.Superseded values are not recommended for survey control.
 DV2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2223.See file dsdata.txt to determine how the superseded data were derived.
 DV2223
 DV2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8662608452(NAD 83)
 DV2223_MARKER: DD = SURVEY DISK
 DV2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2223+STABILITY: SURFACE MOTION
 DV2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2223+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2223
 DV2223  HISTORY     - Date     Condition        Report By
 DV2223  HISTORY     - 1986     MONUMENTED       AZDT
 DV2223  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV2223
 DV2223                          STATION DESCRIPTION
 DV2223
 DV2223'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2223'THE STATION IS LOCATED ABOUT 3.24 KM (2.0 MI)
 DV2223'WEST-SOUTHWEST OF GLENDALE, ARIZONA.
 DV2223'
 DV2223'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK AND 75TH
 DV2223'AVENUE, GO NORTH ON 75TH AVENUE FOR 60.9 METERS (200 FT) TO THE
 DV2223'STATION ON THE LEFT ON THE NORTH SIDE OF THE CANAL BANK.
 DV2223'
 DV2223'THE STATION IS A STANDARD A.G.S. DISK
 DV2223'STAMPED---BACK 1986---,
 DV2223'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2223'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2223'1.22 METERS (4.0 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2223'2.74 METERS (9.0 FT) EAST FROM THE CANAL ROAD SOUTHERN GATE POST,
 DV2223'0.73 METERS (2.4 FT) NORTH FROM THE CANAL BANK,
 DV2223'19.5 METERS (64.0 FT) WEST FROM THE CENTERLINE OF 75TH AVENUE,
 DV2223'60.9 METERS (200 FT) NORTH FROM CAMELBACK ROAD,
 DV2223'3.35 METERS (11.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE CANAL
 DV2223'ROAD.
 DV2223'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2223'STAMPED---BACK 1986---,
 DV2223'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2223
 DV2223                          STATION RECOVERY (2006)
 DV2223
 DV2223'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0885 ***********************************************************************
 ET0885  DESIGNATION -  BADGER
 ET0885  PID         -  ET0885
 ET0885  STATE/COUNTY-  AZ/YAVAPAI
 ET0885  USGS QUAD   -  PRESCOTT (1973)
 ET0885
 ET0885                         *CURRENT SURVEY CONTROL
 ET0885  ___________________________________________________________________
 ET0885* NAD 83(1992)-  34 32 56.67275(N)    112 26 22.45111(W)     ADJUSTED  
 ET0885* NAVD 88     -      1674.40   (+/-2cm)    5493.4    (feet)  VERTCON   
 ET0885  ___________________________________________________________________
 ET0885  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 ET0885  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0885  HORZ ORDER  -  SECOND
 ET0885  VERT ORDER  -  THIRD ? (See Below)
 ET0885
 ET0885.The horizontal coordinates were established by classical geodetic methods
 ET0885.and adjusted by the National Geodetic Survey in August 1993.
 ET0885
 ET0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0885.The vertical order pertains to the NGVD 29 superseded value.
 ET0885
 ET0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0885
 ET0885.The geoid height was determined by GEOID03.
 ET0885
 ET0885;                    North         East     Units Scale Factor Converg.
 ET0885;SPC AZ C     -   393,679.477   165,369.309   MT  0.99992838   -0 17 47.6
 ET0885;SPC AZ C     - 1,291,599.33    542,550.23   iFT  0.99992838   -0 17 47.6
 ET0885;UTM  12      - 3,823,980.281   367,915.317   MT  0.99981504   -0 48 59.5
 ET0885
 ET0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0885!SPC AZ C     -   0.99974137  x   0.99992838  =   0.99966976
 ET0885!UTM  12      -   0.99974137  x   0.99981504  =   0.99955645
 ET0885
 ET0885:                Primary Azimuth Mark                     Grid Az
 ET0885:SPC AZ C     -  GLASSFORD                                050 04 24.0
 ET0885:UTM  12      -  GLASSFORD                                050 35 35.9
 ET0885
 ET0885|---------------------------------------------------------------------|
 ET0885| PID    Reference Object                     Distance      Geod. Az  |
 ET0885|                                                           dddmmss.s |
 ET0885| ET0882 GLASSFORD                           APPROX. 6.9 KM 0494636.4 |
 ET0885| CH2678 BADGER RM 1                          10.449 METERS 07650     |
 ET0885| CH2679 BADGER RM 2                          11.957 METERS 24909     |
 ET0885|---------------------------------------------------------------------|
 ET0885
 ET0885                          SUPERSEDED SURVEY CONTROL
 ET0885
 ET0885  NAD 83(1986)-  34 32 56.67017(N)    112 26 22.44948(W) AD(       ) 2
 ET0885  NAD 27      -  34 32 56.57486(N)    112 26 19.84189(W) AD(       ) 2
 ET0885  NGVD 29 (07/19/86) 1673.48   (m)         5490.4    (f) LEVELING    3  
 ET0885
 ET0885.Superseded values are not recommended for survey control.
 ET0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0885.See file dsdata.txt to determine how the superseded data were derived.
 ET0885
 ET0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6791523980(NAD 83)
 ET0885_MARKER: DD = SURVEY DISK
 ET0885_SETTING: 66 = SET IN ROCK OUTCROP
 ET0885_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0885+STABILITY: POSITION/ELEVATION WELL
 ET0885
 ET0885  HISTORY     - Date     Condition        Report By
 ET0885  HISTORY     - 1980     MONUMENTED       AZDT
 ET0885  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0885  HISTORY     - 20050423 MARK NOT FOUND   USPSQD
 ET0885
 ET0885                          STATION DESCRIPTION
 ET0885
 ET0885'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0885'THE STATION IS LOCATED 1.7 MILES EAST NORTHEAST OF PRESCOTT ALONG THE
 ET0885'SOUTH SIDE OF ARIZONA HIGHWAY 69.
 ET0885'
 ET0885'THE STATION IS AN ADOT DISK STAMPED BADGER 1980.  IT IS SET IN A DRILL
 ET0885'HOLE IN BEDROCK.
 ET0885'
 ET0885'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BADGER RM 1 1980.  IT IS SET
 ET0885'IN TOP OF A CONCRETE MONUMENT.
 ET0885'
 ET0885'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BADGER RM 2 1980.  IT IS SET
 ET0885'IN TOP OF A CONCRETE MONUMENT.
 ET0885'
 ET0885'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT, TRAVEL NORTH ON
 ET0885'SOUTH CORTEZ STREET FOR 0.15 MILE TO A TRAFFIC LIGHT.  TURN RIGHT ON
 ET0885'GURLEY STREET AND TRAVEL EAST FOR 1.25 MILES TO THE JUNCTION OF US 89
 ET0885'AND SR 69.  TURN RIGH 0.6 MILE ALONG SR 69 TO THE STATION ON THE RIGHT
 ET0885'ATOP A 8 FOOT CUT ON NORTH SIDE OF AXCESS ROAD.
 ET0885
 ET0885                          STATION RECOVERY (2001)
 ET0885
 ET0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0885'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0885
 ET0885                          STATION RECOVERY (2005)
 ET0885
 ET0885'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0885'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0605 ***********************************************************************
 GP0605  DESIGNATION -  BADGER
 GP0605  PID         -  GP0605
 GP0605  STATE/COUNTY-  AZ/COCONINO
 GP0605  USGS QUAD   -  LEES FERRY (1985)
 GP0605
 GP0605                         *CURRENT SURVEY CONTROL
 GP0605  ___________________________________________________________________
 GP0605* NAD 83(1992)-  36 50 40.47698(N)    111 32 31.34833(W)     ADJUSTED  
 GP0605* NAVD 88     -      1355.4    (meters)    4447.     (feet)  VERTCON   
 GP0605  ___________________________________________________________________
 GP0605  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GP0605  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 GP0605  HORZ ORDER  -  SECOND
 GP0605
 GP0605.The horizontal coordinates were established by classical geodetic methods
 GP0605.and adjusted by the National Geodetic Survey in August 1993.
 GP0605
 GP0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0605
 GP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0605
 GP0605.The geoid height was determined by GEOID03.
 GP0605
 GP0605;                    North         East     Units Scale Factor Converg.
 GP0605;SPC AZ C     -   648,289.062   246,770.514   MT  0.99991375   +0 13 28.7
 GP0605;SPC AZ C     - 2,126,932.62    809,614.55   iFT  0.99991375   +0 13 28.7
 GP0605;UTM  12      - 4,077,768.090   451,673.116   MT  0.99962877   -0 19 30.1
 GP0605
 GP0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0605!SPC AZ C     -   0.99979100  x   0.99991375  =   0.99970477
 GP0605!UTM  12      -   0.99979100  x   0.99962877  =   0.99941985
 GP0605
 GP0605:                Primary Azimuth Mark                     Grid Az
 GP0605:SPC AZ C     -  BADGER AZ MK                             071 33 01.1
 GP0605:UTM  12      -  BADGER AZ MK                             072 05 59.9
 GP0605
 GP0605|---------------------------------------------------------------------|
 GP0605| PID    Reference Object                     Distance      Geod. Az  |
 GP0605|                                                           dddmmss.s |
 GP0605| CH2233 BADGER AZ MK                                       0714629.8 |
 GP0605| CH2234 BADGER RM 1                          10.355 METERS 17357     |
 GP0605| CH2235 BADGER RM 2                           7.005 METERS 22730     |
 GP0605|---------------------------------------------------------------------|
 GP0605
 GP0605                          SUPERSEDED SURVEY CONTROL
 GP0605
 GP0605  NAD 83(1986)-  36 50 40.47291(N)    111 32 31.35014(W) AD(       ) 2
 GP0605  NAD 27      -  36 50 40.51400(N)    111 32 28.78300(W) AD(       ) 2
 GP0605  NGVD 29 (07/19/86) 1354.5    (m)         4444.     (f) VERT ANG    3  
 GP0605
 GP0605.Superseded values are not recommended for survey control.
 GP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0605.See file dsdata.txt to determine how the superseded data were derived.
 GP0605
 GP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5167377768(NAD 83)
 GP0605_MARKER: DS = TRIANGULATION STATION DISK
 GP0605_SETTING: 66 = SET IN ROCK OUTCROP
 GP0605
 GP0605  HISTORY     - Date     Condition        Report By
 GP0605  HISTORY     - 1947     MONUMENTED       CGS
 GP0605
 GP0605                          STATION DESCRIPTION
 GP0605
 GP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0605'THE STATION IS ABOUT 4 MILES UP STREAM FROM LEES FERRY ON THE
 GP0605'EAST RIM OF THE COLORADO RIVER CANYON, ON THE NAVAJO INDIAN
 GP0605'RESERVATION.
 GP0605'
 GP0605'THE MARK IS A STANDARD DISK STAMPED BADGER 1947, SET IN BEDROCK
 GP0605'OF THE EAST WALL OF THE CANYON.  IT IS ABOUT 1/4 MILE SOUTH
 GP0605'OF THE MOUTH OF BADGER CREEK, ON THE MOST WESTERLY PROTRUSION
 GP0605'OF THE RIM OF THIS AREA, 1.5 METERS SOUTH OF THE RIM, AND 1.5
 GP0605'METERS WEST OF THE HIGHEST PART OF THE RIM.
 GP0605'
 GP0605'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BADGER NO
 GP0605'1 1947, SET FLUSH IN BEDROCK.  IT IS 30 FEET EAST OF THE EDGE
 GP0605'OF THE RIM, AND 4 FEET LOWER THAN THE STATION.
 GP0605'
 GP0605'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BADGER NO
 GP0605'2 1947, SET FLUSH IN BEDROCK.  IT IS 8 FEET EAST OF THE EDGE
 GP0605'OF THE RIM, AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 GP0605'
 GP0605'THE AZIMUTH MARK IS ON THE HIGHEST HILL IN THE VICINITY,
 GP0605'0.3 MILE EAST OF THE STATION AND OVERLOOKING BADGER CREEK.
 GP0605'IT IS A STANDARD DISK STAMPED BADGER 1947, SET FLUSH IN BEDROCK.
 GP0605'THE MARK IS 8 FEET WEST OF THE HIGHEST POINT AND ABOUT 2 FEET
 GP0605'LOWER.
 GP0605'
 GP0605'TO REACH THE STATION FROM NAVAJO BRIDGE GO SOUTH ON U.S.
 GP0605'HIGHWAY 89 FOR 41 MILES TO THE GAP.  TURN LEFT AND FOLLOW
 GP0605'DIRT ROAD 1.5 MILES TO THE TOP OF THE RIM.  TAKE THE LEFT FORK
 GP0605'AND GO 4.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO ABOUT
 GP0605'20 MILES TO THE COPPER MINE TRADING POST.  FROM THE POST FOLLOW
 GP0605'A TRACK ROAD OVER THE HILL TO THE NORTH FOR 2 MILES TO A FORK.
 GP0605'TAKE THE RIGHT FORK AND GO 1.6 MILES TO A FORK.  TAKE THE
 GP0605'LEFT FORK FOR 2.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 GP0605'1.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.5 MILES.
 GP0605'THENCE LEAVE THE MAIN TRAVELED ROAD AND GO ACROSS COUNTRY
 GP0605'FOR ABOUT 0.5 MILE TO A POINT WHERE THE CLIFF CAN BE
 GP0605'CLIMBED.  FOLLOW TRACK ROAD FOR 0.4 MILE CROSSING A TRACK
 GP0605'ROAD AND CONTINUE 0.2 MILE TO ANOTHER CROSSROAD.  TURN
 GP0605'LEFT ON TRACK ROAD AND GO 0.5 MILE TO A ROAD ON THE RIGHT.
 GP0605'CONTINUE STRAIGHT AHEAD ON THE LEFT HAND ROAD FOR 2.5 MILES
 GP0605'AND THE ROAD LEADS DOWN OVER A STEEP ROCKY RIM FOR 1.4
 GP0605'MILES.  FROM HERE BEAR NORTHWEST ACROSS COUNTRY FOR ABOUT
 GP0605'4 MILES TO A POINT SOUTH OF BADGER CREEK AND THE MOST
 GP0605'SOUTHEASTERLY POINT OF THE COLORADO RIVER AND TO THE STATION.
 GP0605'TRAVEL WAS MADE IN A 4 WHEEL DRIVE TRUCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1228 ***********************************************************************
 CY1228  DESIGNATION -  BADGER
 CY1228  PID         -  CY1228
 CY1228  STATE/COUNTY-  AZ/GRAHAM
 CY1228  USGS QUAD   -  TANQUE (1966)
 CY1228
 CY1228                         *CURRENT SURVEY CONTROL
 CY1228  ___________________________________________________________________
 CY1228* NAD 83(1992)-  32 32 22.65163(N)    109 30 22.00455(W)     ADJUSTED  
 CY1228* NAVD 88     -      1034.3    (meters)    3393.     (feet)  VERTCON   
 CY1228  ___________________________________________________________________
 CY1228  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CY1228  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY1228  HORZ ORDER  -  FIRST
 CY1228
 CY1228.The horizontal coordinates were established by classical geodetic methods
 CY1228.and adjusted by the National Geodetic Survey in August 1993.
 CY1228
 CY1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1228
 CY1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1228
 CY1228.The geoid height was determined by GEOID03.
 CY1228
 CY1228;                    North         East     Units Scale Factor Converg.
 CY1228;SPC AZ E     -   170,893.317   275,403.896   MT  0.99994745   +0 21 19.1
 CY1228;SPC AZ E     -   560,673.61    903,556.09   iFT  0.99994745   +0 21 19.1
 CY1228;UTM  12      - 3,601,235.461   640,279.744   MT  0.99984266   +0 48 13.2
 CY1228
 CY1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1228!SPC AZ E     -   0.99984187  x   0.99994745  =   0.99978933
 CY1228!UTM  12      -   0.99984187  x   0.99984266  =   0.99968455
 CY1228
 CY1228|---------------------------------------------------------------------|
 CY1228| PID    Reference Object                     Distance      Geod. Az  |
 CY1228|                                                           dddmmss.s |
 CY1228| CC6001 BADGER RM 1                          15.422 METERS 02635     |
 CY1228| CY1100 BADGER WM WINDMILL SE               APPROX. 2.8 KM 1151827.9 |
 CY1228| CY0537 J 14                                               2733849.3 |
 CY1228| CC6002 BADGER RM 2                          15.476 METERS 28824     |
 CY1228| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.34.5 KM 2905531.5 |
 CY1228|---------------------------------------------------------------------|
 CY1228
 CY1228                          SUPERSEDED SURVEY CONTROL
 CY1228
 CY1228  NAD 83(1986)-  32 32 22.64674(N)    109 30 22.00115(W) AD(       ) 1
 CY1228  NAD 27      -  32 32 22.39500(N)    109 30 19.75300(W) AD(       ) 1
 CY1228  NGVD 29 (07/19/86) 1033.6    (m)         3391.     (f) VERT ANG    3  
 CY1228
 CY1228.Superseded values are not recommended for survey control.
 CY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1228.See file dsdata.txt to determine how the superseded data were derived.
 CY1228
 CY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4028001235(NAD 83)
 CY1228_MARKER: DD = SURVEY DISK
 CY1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1228_STAMPING: BADGER 1935
 CY1228_MARK LOGO: USSES 
 CY1228
 CY1228  HISTORY     - Date     Condition        Report By
 CY1228  HISTORY     - 1945     MONUMENTED       USSES
 CY1228
 CY1228                          STATION DESCRIPTION
 CY1228
 CY1228'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1228'STATION IS 23-1/2 MILES (AIR LINE) SSE OF SAFFORD, 14 MILES
 CY1228'(AIR LINE) N OF BOWIE, AND 27 MILES (AIR LINE) NE OF WILLCOX.
 CY1228'IT IS ABOUT 1-1/2 MILES E OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY1228'TRACKS ON A LOW HILL W OF THE SAN SIMON WASH.
 CY1228'
 CY1228'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY1228'AND 666 AND THE TEXACO STATION IN SAFFORD, GO S ON U.S. HIGHWAY
 CY1228'666 FOR 15.6 MILES TO A GRADED ROAD AND SIGN READING TANQUE ON
 CY1228'THE LEFT.  FOLLOWING THE SIGN GO E AND SE FOR 3.7 MILES TO A
 CY1228'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A FORK.
 CY1228'HERE TAKE THE LEFT FORK AND GO 0.5 MILE TO A FORK.  HERE
 CY1228'TAKE THE RIGHT FORK AND GO 2.1 MILES TO A FORK.  HERE TAKE
 CY1228'THE RIGHT FORK AND GO 1.6 MILES TO A FORK.  HERE TAKE THE
 CY1228'RIGHT FORK, A TRACK ROAD, AND GO 0.3 MILE TO A RAILROAD
 CY1228'CROSSING AND A FORK IN THE ROAD JUST BEYOND.  TAKE THE
 CY1228'RIGHT FORK S FOR 1.9 MILES ALONG THE E SIDE OF THE
 CY1228'RAILROAD TO A THREE WAY FORK.  HERE TAKE THE MIDDLE FORK AND
 CY1228'CONTINUE STRAIGHT AHEAD FOR 2.3 MILES TO THE AZIMUTH MARK
 CY1228'WITNESS POST AND SOUTHERN PACIFIC CO. RAILROAD MILEPOST 1113,
 CY1228'BOTH ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.0
 CY1228'MILES TO SOUTHERN PACIFIC CO. RAILROAD MILEPOST 1112 ON THE
 CY1228'RIGHT.  CONTINUE 0.1 MILE AND THEN TURN LEFT AND GO CROSS
 CY1228'COUNTRY NE FOR 2.1 MILES TO THE WITNESS POST AND STATION.
 CY1228'
 CY1228'STATION MARK IS A U.S. SOIL EROSION SERVICE TRIANGULATION DISK
 CY1228'STAMPED---BADGER 1935---AND
 CY1228'IS SET IN A SQUARE CONCRETE POST PROJECTING
 CY1228'2 INCHES ABOVE THE GROUND.  IT IS 20 FEET E OF THE WITNESS POST.
 CY1228'
 CY1228'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1228'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND AND IS
 CY1228'STAMPED---BADGER USSES NO 1 1945---.
 CY1228'IT IS NNE OF THE STATION AND ABOUT 8
 CY1228'INCHES LOWER.
 CY1228'
 CY1228'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1228'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND AND IS
 CY1228'STAMPED---BADGER USSES NO 2 1945---.  IT IS WNW OF THE STATION
 CY1228'AND ABOUT 16 INCHES LOWER.
 CY1228'
 CY1228'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 CY1228'CONCRETE POST FLUSH WITH THE GROUND AND IS
 CY1228'STAMPED---3436.013 J 14 1932---.
 CY1228'IT IS 3 FEET E OF THE WITNESS POST, 54-1/2 FEET
 CY1228'E OF THE E RAIL OF THE SOUTHERN PACIFIC CO. RAILROAD TRACKS,
 CY1228'AND 17 FEET W OF THE CENTER OF THE TRACK ROAD TO STATION.  THE
 CY1228'MARK IS W OF THE STATION.
 CY1228'
 CY1228'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1100 ***********************************************************************
 CY1100  DESIGNATION -  BADGER WM WINDMILL SE
 CY1100  PID         -  CY1100
 CY1100  STATE/COUNTY-  AZ/GRAHAM
 CY1100  USGS QUAD   -  JAVELINA PEAK (1966)
 CY1100
 CY1100                         *CURRENT SURVEY CONTROL
 CY1100  ___________________________________________________________________
 CY1100* NAD 83(1992)-  32 31 44.11657(N)    109 28 45.83435(W)     ADJUSTED  
 CY1100* NAVD 88     -              **(meters)            **(feet)            
 CY1100  ___________________________________________________________________
 CY1100  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CY1100  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY1100  HORZ ORDER  -  THIRD
 CY1100
 CY1100.The horizontal coordinates were established by classical geodetic methods
 CY1100.and adjusted by the National Geodetic Survey in August 1993.
 CY1100
 CY1100
 CY1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1100
 CY1100.The geoid height was determined by GEOID03.
 CY1100
 CY1100;                    North         East     Units Scale Factor Converg.
 CY1100;SPC AZ E     -   169,722.222   277,920.765   MT  0.99995138   +0 22 10.5
 CY1100;SPC AZ E     -   556,831.44    911,813.53   iFT  0.99995138   +0 22 10.5
 CY1100;UTM  12      - 3,600,084.211   642,805.440   MT  0.99985148   +0 49 04.1
 CY1100
 CY1100                          SUPERSEDED SURVEY CONTROL
 CY1100
 CY1100  NAD 83(1986)-  32 31 44.11162(N)    109 28 45.83158(W) AD(       ) 4
 CY1100  NAD 27      -  32 31 43.85800(N)    109 28 43.58600(W) AD(       ) 3
 CY1100
 CY1100.Superseded values are not recommended for survey control.
 CY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1100.See file dsdata.txt to determine how the superseded data were derived.
 CY1100
 CY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4280500084(NAD 83)
 CY1100_MARKER: 66 = WINDMILL
 CY1100_MARK LOGO: NONE  
 CY1100
 CY1100  HISTORY     - Date     Condition        Report By
 CY1100  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1100
 CY1100                          STATION DESCRIPTION
 CY1100
 CY1100'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1230 ***********************************************************************
 CY1230  DESIGNATION -  BAKER
 CY1230  PID         -  CY1230
 CY1230  STATE/COUNTY-  AZ/GRAHAM
 CY1230  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1230
 CY1230                         *CURRENT SURVEY CONTROL
 CY1230  ___________________________________________________________________
 CY1230* NAD 83(1992)-  32 35 26.34434(N)    109 42 23.49513(W)     ADJUSTED  
 CY1230* NAVD 88     -      1301.7    (meters)    4271.     (feet)  VERTCON   
 CY1230  ___________________________________________________________________
 CY1230  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 CY1230  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CY1230  HORZ ORDER  -  FIRST
 CY1230
 CY1230.The horizontal coordinates were established by classical geodetic methods
 CY1230.and adjusted by the National Geodetic Survey in August 1993.
 CY1230
 CY1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1230
 CY1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1230
 CY1230.The geoid height was determined by GEOID03.
 CY1230
 CY1230;                    North         East     Units Scale Factor Converg.
 CY1230;SPC AZ E     -   176,452.390   256,554.933   MT  0.99992300   +0 14 52.3
 CY1230;SPC AZ E     -   578,912.04    841,715.66   iFT  0.99992300   +0 14 52.3
 CY1230;UTM  12      - 3,606,646.104   621,390.155   MT  0.99978170   +0 41 48.5
 CY1230
 CY1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1230!SPC AZ E     -   0.99979984  x   0.99992300  =   0.99972285
 CY1230!UTM  12      -   0.99979984  x   0.99978170  =   0.99958158
 CY1230
 CY1230:                Primary Azimuth Mark                     Grid Az
 CY1230:SPC AZ E     -  25 RS 3927                               061 16 57.2
 CY1230:UTM  12      -  25 RS 3927                               060 50 01.0
 CY1230
 CY1230|---------------------------------------------------------------------|
 CY1230| PID    Reference Object                     Distance      Geod. Az  |
 CY1230|                                                           dddmmss.s |
 CY1230| CC6009 25 RS 3927                                         0613149.5 |
 CY1230| CC6010 BAKER RM 1                            7.041 METERS 07441     |
 CY1230| CC6011 BAKER RM 2                            8.784 METERS 31539     |
 CY1230| CR7593 BAKER RM 3                            4.735 METERS 34420     |
 CY1230|---------------------------------------------------------------------|
 CY1230
 CY1230                          SUPERSEDED SURVEY CONTROL
 CY1230
 CY1230  NAD 83(1986)-  32 35 26.33972(N)    109 42 23.48977(W) AD(       ) 1
 CY1230  NAD 27      -  32 35 26.10100(N)    109 42 21.21200(W) AD(       ) 1
 CY1230  NGVD 29 (07/19/86) 1301.0    (m)         4268.     (f) VERT ANG    3  
 CY1230
 CY1230.Superseded values are not recommended for survey control.
 CY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1230.See file dsdata.txt to determine how the superseded data were derived.
 CY1230
 CY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2139006646(NAD 83)
 CY1230_MARKER: DS = TRIANGULATION STATION DISK
 CY1230_SETTING: 66 = SET IN ROCK OUTCROP
 CY1230_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1230+STABILITY: POSITION/ELEVATION WELL
 CY1230
 CY1230  HISTORY     - Date     Condition        Report By
 CY1230  HISTORY     - 1945     MONUMENTED       USSES
 CY1230  HISTORY     - 1983     GOOD             AZDT
 CY1230
 CY1230                          STATION DESCRIPTION
 CY1230
 CY1230'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1230'STATION IS 16-1/2 MILES (AIR LINE) S OF SAFFORD, 24 MILES
 CY1230'(AIR LINE) NNE OF WILLCOX, AND 22-1/2 MILES (AIR LINE) NW OF
 CY1230'BOWIE.  IT IS ON THE FIRST LOW HILL W OF THE HIGHWAY ABOUT
 CY1230'1 MILE.
 CY1230'
 CY1230'TO REACH STATION FROM THE TEXACO STATION AND THE JUNCTION
 CY1230'OF U.S. HIGHWAYS 70 AND 666 IN SAFFORD, GO S ON U.S. HIGHWAY 666
 CY1230'FOR 17.1 MILES TO A GRADED ROAD ON THE RIGHT AND A SIGN READING
 CY1230'FT. GRANT.  TURN RIGHT HERE ACROSS A CATTLE GUARD AND GO 0.5
 CY1230'MILE TO A FORK.  HERE TAKE THE RIGHT FORK, THE MAIN TRAVELED
 CY1230'ROAD, AND GO 1.8 MILES TO A CATTLE GUARD.  HERE TURN RIGHT ABOUT
 CY1230'25 FEET BEFORE REACHING THE CATTLE GUARD ON A DIM TRACK ROAD
 CY1230'AND GO 0.1 MILE TO A DIM CROSSROAD.  HERE TURN RIGHT AND GO
 CY1230'1.2 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE
 CY1230'TO THE S BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  FROM
 CY1230'HERE PACK N TO THE TOP OF THE HILL AND THE STATION.
 CY1230'
 CY1230'STATION MARK IS A U.S. SOIL EROSION SERVICE TRIANGULATION
 CY1230'DISK STAMPED BAKER 35 AND IS SET IN BEDROCK FLUSH WITH THE
 CY1230'SURROUNDING SURFACE.  IT IS 23 FEET WSW OF THE HIGHEST POINT
 CY1230'ON THE HILL.
 CY1230'
 CY1230'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1230'PROJECTING ABOUT 4 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 CY1230'STAMPED BAKER USSES NO 1 1945.  IT IS ENE OF THE STATION AND
 CY1230'AT ABOUT THE SAME LEVEL.
 CY1230'
 CY1230'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1230'PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 CY1230'STAMPED BAKER USSES NO 2 1945.  IT IS NW OF THE STATION AND
 CY1230'ABOUT 16 INCHES BELOW THE STATION.
 CY1230'
 CY1230'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BRONZE BENCH-MARK
 CY1230'DISK STAMPED 25RS 3927 1941 AND IS SET IN A CIRCULAR CONCRETE
 CY1230'POST.  THE MARK IS 99-1/2 FEET W OF THE CENTER OF U.S. HIGHWAY
 CY1230'666, 13 FEET N OF A WHITE RAIL WITNESS POST, AND 1.5 FEET E
 CY1230'OF THE FENCE LINE.  IT IS ENE OF THE STATION.
 CY1230'
 CY1230'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1230
 CY1230                          STATION RECOVERY (1983)
 CY1230
 CY1230'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1230'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CY1230'RECOVERED AS DESCRIBED.  A STEEL ROD SET IN A DRILL HOLE WAS OBSERVED
 CY1230'AS RM 3.
 CY1230'
 CY1230'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1230'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY1230'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.6 MILES TO MILE POST
 CY1230'104.45 AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.15 MILE
 CY1230'TO THE JUNCTION WITH STATE ROUTE 266.  TURN RIGHT ALONG SR 266 FOR 1.8
 CY1230'MILES TO MILE POST 106.4 AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT
 CY1230'AND PASS THROUGH A GATE FOR 0.5 MILE TO A TRACK ROAD ON THE RIGHT.
 CY1230'TURN RIGHT FOR 0.1 MILE TO THE BASE OF HILL AND END OF TRUCK TRAVEL.
 CY1230'PACK NORTH TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0985 ***********************************************************************
 ES0985  DESIGNATION -  BAKER BUTTE
 ES0985  PID         -  ES0985
 ES0985  STATE/COUNTY-  AZ/COCONINO
 ES0985  USGS QUAD   -  PINE (1973)
 ES0985
 ES0985                         *CURRENT SURVEY CONTROL
 ES0985  ___________________________________________________________________
 ES0985* NAD 83(1992)-  34 27 07.16674(N)    111 22 42.89285(W)     ADJUSTED  
 ES0985* NAVD 88     -      2462.9    (meters)    8080.     (feet)  VERTCON   
 ES0985  ___________________________________________________________________
 ES0985  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 ES0985  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0985  HORZ ORDER  -  FIRST
 ES0985
 ES0985.The horizontal coordinates were established by classical geodetic methods
 ES0985.and adjusted by the National Geodetic Survey in August 1993.
 ES0985
 ES0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0985
 ES0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0985
 ES0985.The geoid height was determined by GEOID03.
 ES0985
 ES0985;                    North         East     Units Scale Factor Converg.
 ES0985;SPC AZ C     -   382,917.918   262,801.377   MT  0.99993012   +0 18 15.9
 ES0985;SPC AZ C     - 1,256,292.38    862,209.24   iFT  0.99993012   +0 18 15.9
 ES0985;UTM  12      - 3,812,338.659   465,225.000   MT  0.99961491   -0 12 51.0
 ES0985
 ES0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0985!SPC AZ C     -   0.99961735  x   0.99993012  =   0.99954750
 ES0985!UTM  12      -   0.99961735  x   0.99961491  =   0.99923241
 ES0985
 ES0985|---------------------------------------------------------------------|
 ES0985| PID    Reference Object                     Distance      Geod. Az  |
 ES0985|                                                           dddmmss.s |
 ES0985| CS3959 BAKER LOT                            13.228 METERS 02743     |
 ES0985| ES0969 PROMONTORY                          APPROX.34.9 KM 1053127.4 |
 ES0985| CH2684 BAKER BUTTE RM 2                     24.645 METERS 10915     |
 ES0985| ES0886 WILBANKS RESET                      APPROX.30.0 KM 1693103.9 |
 ES0985| CH2681 BAKER BUTTE AZ MK 2                                2765514.2 |
 ES0985| CH2680 BAKER BUTTE AZ MK                                  2765901.4 |
 ES0985| FR0857 LOS ANGELES ALBUQ AWY BCN 38 B                     3250631.0 |
 ES0985| FQ0673 LOS ANGELES ALBUQ AWY BCN 39 B      APPROX.97.3 KM 3310314.2 |
 ES0985| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX.83.8 KM 3360421.6 |
 ES0985| CH2682 BAKER RM                             25.800 METERS 34538     |
 ES0985| CH2683 BAKER BUTTE RM 1                     25.686 METERS 34539     |
 ES0985|---------------------------------------------------------------------|
 ES0985
 ES0985                          SUPERSEDED SURVEY CONTROL
 ES0985
 ES0985  NAD 83(1986)-  34 27 07.15767(N)    111 22 42.89755(W) AD(       ) 1
 ES0985  NAD 27      -  34 27 07.05900(N)    111 22 40.40200(W) AD(       ) 1
 ES0985  NGVD 29 (07/19/86) 2461.9    (m)         8077.     (f) VERT ANG    3  
 ES0985
 ES0985.Superseded values are not recommended for survey control.
 ES0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0985.See file dsdata.txt to determine how the superseded data were derived.
 ES0985
 ES0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6522512339(NAD 83)
 ES0985_MARKER: DS = TRIANGULATION STATION DISK
 ES0985_SETTING: 80 = SET IN A BOULDER
 ES0985_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0985+STABILITY: SURFACE MOTION
 ES0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0985+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 ES0985
 ES0985  HISTORY     - Date     Condition        Report By
 ES0985  HISTORY     - 1919     MONUMENTED       CGS
 ES0985  HISTORY     - 1932     GOOD             USGS
 ES0985  HISTORY     - 1936     GOOD             CGS
 ES0985  HISTORY     - 1946     GOOD             CGS
 ES0985  HISTORY     - 1968     GOOD             AMS
 ES0985  HISTORY     - 1981     GOOD             AZDT
 ES0985  HISTORY     - 19980821 GOOD             USPSQD
 ES0985  HISTORY     - 20080712 GOOD             GEOCAC
 ES0985
 ES0985                          STATION DESCRIPTION
 ES0985
 ES0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ES0985'STATION IS ABOUT 11 MILES BY ROAD AND TRAIL FROM PINE POST
 ES0985'OFFICE, ON THE HIGHEST PART OF BAKER BUTTE, A PROMINENT
 ES0985'WOODED KNOLL NEAR THE MOGOLLON RIM, 2 MILES EAST OF THE
 ES0985'PINE-LONG VALLEY WAGON ROAD.  STATION MARK, IS IN
 ES0985'THE TOP OF A BIG BOULDER ABOUT TWO FEET HIGH.
 ES0985'
 ES0985'SURFACE MARK, IS ALONGSIDE PATH FROM CABIN TO LOOKOUT
 ES0985'TOWER, 2.35 METERS BELOW STATION MARK.
 ES0985'
 ES0985'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.89 METERS.
 ES0985
 ES0985                          STATION RECOVERY (1932)
 ES0985
 ES0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 ES0985'RECOVERED AS DESCRIBED BY NGS.
 ES0985
 ES0985                          STATION RECOVERY (1936)
 ES0985
 ES0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES0985'RECOVERED AS ESTABLISHED, IN GOOD CONDITION.  ONE ADDITIONAL
 ES0985'REFERENCE MARK AND AN AZIMUTH MARK ESTABLISHED AT THIS
 ES0985'OCCUPATION OF THE STATION.  REVISED DESCRIPTION OF THE STATION
 ES0985'FOLLOWS--15 MILES NORTH BY WEST OF PAYSON, IN THE COCONINO
 ES0985'NATIONAL FOREST, ABOUT 6-1/2 MILES SOUTH OF LONG VALLEY STORE,
 ES0985'ON THE SUMMIT OF BAKER BUTTE, JUST NORTH OF THE MOGOLLON RIM,
 ES0985'DIRECTLY BENEATH THE CENTER OF THE NEW FIRE LOOKOUT TOWER NOW
 ES0985'BEING CONSTRUCTED ON THE SUMMIT, IN TOP OF A LARGE BOULDER
 ES0985'ABOUT 2-1/2 FEET HIGH, A STANDARD STATION DISK STAMPED BAKER
 ES0985'BUTTE 1919.
 ES0985'
 ES0985'REFERENCE MARK NO. 1 IS NORTH BY WEST OF THE STATION, ON LEVEL
 ES0985'SPACE, ABOUT 50 FEET WEST-NORTHWEST OF THE LOOKOUT CABIN.
 ES0985'A STANDARD REFERENCE DISK STAMPED NO. 1 1919, SET IN TOP OF
 ES0985'BOULDER, FLUSH WITH THE GROUND.
 ES0985'
 ES0985'REFERENCE MARK NO. 2 IS EAST BY SOUTH OF THE STATION, IN TOP
 ES0985'OF A LARGE BOULDER AT THE EAST EDGE OF THE ROAD TO THE SUMMIT.
 ES0985'A STANDARD STATION DISK STAMPED NO. 2 1919 1936.
 ES0985'
 ES0985'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE WEST OF THE STATION,
 ES0985'ON THE MOGOLLON RIM ROAD, 1.4 MILES WESTERLY ALONG THE ROAD
 ES0985'FROM THE JUNCTION OF THE BAKER BUTTE ROAD, 8 PACES NORTH OF THE
 ES0985'CENTER OF THE ROAD, OPPOSITE A LARGE TRIANGLE-BLAZED PINE
 ES0985'TREE ON THE SOUTH SIDE OF THE ROAD.  A STANDARD AZIMUTH DISK
 ES0985'STAMPED BAKER BUTTE 1919 1936, SET IN ROCK LEDGE, FLUSH WITH
 ES0985'THE GROUND.
 ES0985'
 ES0985'TO REACH THE STATION FROM THE CITY HALL AT WINSLOW, GO WEST
 ES0985'ON U.S. HIGHWAY 66 FOR 2.0 MILES AND TURN LEFT (SOUTH) ON THE
 ES0985'PINE AND PAYSON GRADED ROAD JUST AFTER PASSING THE ATCHISON,
 ES0985'TOPEKA AND SANTA FE RAILWAY SHOPS.  THENCE SOUTHERLY ON THE MAIN
 ES0985'GRADED ROAD, PASSING THROUGH COCONINO NATIONAL FOREST, FOR
 ES0985'52.5 MILES AND TAKE LEFT FORK AT LONG VALLEY STORE, THENCE 11.6
 ES0985'MILES ON THE MAIN GRADED ROAD AND TURN LEFT ON THE MOGOLLON
 ES0985'RIM ROAD, THENCE 2.3 MILES AND TURN RIGHT ON ROAD AT SIGN
 ES0985'BAKER BUTTE FIRE LOOKOUT, THENCE 0.35 MILE TO THE LOOKOUT
 ES0985'TOWER ON THE SUMMIT, AND THE STATION.
 ES0985'
 ES0985'A 15-FOOT STAND FOR INSTRUMENT AND LIGHTS.
 ES0985
 ES0985                          STATION RECOVERY (1946)
 ES0985
 ES0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0985'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AND
 ES0985'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK ESTABLISHED DURING 1936
 ES0985'WAS NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 ES0985'TIME AS DESRIBED BELOW.
 ES0985'
 ES0985'THE STATION IS 15 MILES NORTH BY WEST OF PAYSON, IN THE COCONINO
 ES0985'NATIONAL FOREST, ON THE SUMMIT OF BAKER BUTTE, JUST NORTH OF
 ES0985'THE MOGOLLON RIM, DIRECTLY BENEATH THE CENTER OF THE FIRE
 ES0985'LOOKOUT TOWER.
 ES0985'
 ES0985'TO REACH THE STATION FROM THE POST OFFICE IN PINE, ARIZONA,
 ES0985'GO NORTH AND WEST ON THE WINSLOW AND FLAGSTAFF ROAD FOR
 ES0985'3.30 MILES TO A FORK, TAKE RIGHT FORK NORTHERLY AND EASTERLY
 ES0985'ON THE WINSLOW AND FLAGSTAFF ROAD FOR 10.2 MILES TO JUNCTION
 ES0985'WITH MOGOLLON RIM ROAD, TAKE RIGHT FORK AND GO EASTERLY ON
 ES0985'MOGOLLON RIM ROAD FOR 0.9 MILES TO THE AZIMUTH MARK ON THE
 ES0985'LEFT OR NORTH SIDE OF ROAD, CONTINUE ON THE MAIN TRAVELED
 ES0985'ROAD FOR 1.41 MILES TO A SIDE ROAD RIGHT GOING TO BAKER BUTTE
 ES0985'LOOKOUT TOWER, TURN RIGHT AND GO SOUTHERLY UP HILL FOR 0.40
 ES0985'MILE TO LOOKOUT TOWER AND STATION.
 ES0985'
 ES0985'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--BAKER
 ES0985'BUTTE 1919, AND IS CEMENTED INTO A DRILL HOLE IN A LARGE
 ES0985'BOULDER, TOP OF WHICH IS APPROX. 2 FT. ABOVE THE SURROUNDING
 ES0985'SURFACE.
 ES0985'
 ES0985'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--BAKER
 ES0985'BUTTE 1919 NO. 1, AND IS CEMENTED INTO A DRILL HOLE IN A
 ES0985'BOULDER, TOP OF WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 ES0985'THIS MARK IS NORTH BY WEST OF STATION AND APPROX. 8 FT. BELOW
 ES0985'STATION, AND APPROX. 50 FT. WEST NORTHWEST OF THE LOOKOUT CABIN.
 ES0985'
 ES0985'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--BAKER
 ES0985'BUTTE 1919 1936, NO. 2 AND IS CEMENTED INTO A DRILL HOLE IN A LARGE
 ES0985'BOULDER, TOP OF WHICH IS APPROX. 3 FT. ABOVE THE SURROUNDING
 ES0985'SURFACE.  THIS MARK IS EAST BY SOUTH OF STATION AND APPROX. 7 FT.
 ES0985'BELOW STATION.
 ES0985'
 ES0985'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--BAKER BUTTE
 ES0985'1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP
 ES0985'OF WHICH IS 3 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES0985'MARK IS 15 FT. N OF THE CENTER LINE OF MOGOLLON RIM ROAD,
 ES0985'39 FT. NNE OF TRIANGULATION BLAZE ON LARGE PINE TREE ON
 ES0985'S SIDE OF ROAD, AND 6 FT. SE OF THE WITNESS POST AND ON SAME
 ES0985'LEVEL WITH ROAD.
 ES0985
 ES0985                          STATION RECOVERY (1968)
 ES0985
 ES0985'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ES0985'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH
 ES0985'MARK WERE ALL RECOVERED IN GOOD CONDITION DESCRIPTION IS
 ES0985'ADEQUATE.  AN ANGLE CHECK BETWEEN DIAMOND POINT USC AND GS
 ES0985'1946 AND BAKER AZIMUTH MARK FAILED TO CHECK BY 3 MINUTES
 ES0985'45.9 SECONDS AND ALSO WAS REFLECTED IN OBSERVATIONS TO R.M.S.
 ES0985
 ES0985                          STATION RECOVERY (1981)
 ES0985
 ES0985'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0985'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 ES0985'1946.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW
 ES0985'ROUTE TO THE STATION FOLLOWS.
 ES0985'
 ES0985'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0985'STATE ROUTE 87 FOR 13.3 MILES TO FOREST TRAIL 300 ON THE RIGHT.  TURN
 ES0985'RIGHT FOR 0.1 MILE TO A FORK, TAKE LEFT FORK 1.25 MILE TO A SIDE ROAD
 ES0985'ON THE RIGHT AND A GATE.  TURN RIGHT ON FOREST TRAIL 300B FOR 0.4 MILE
 ES0985'TO THE TOP OF BUTTE AND STATION UNDER THE FOREST SERVICE LOOKOUT
 ES0985'TOWER.  A KEY TO THE GATE CAN BE OBTAINED FROM THE LONG VALLEY RANGER
 ES0985'STATION WHICH IS LOCATED IN HAPPY JACK.
 ES0985
 ES0985                          STATION RECOVERY (1998)
 ES0985
 ES0985'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0985'RECOVERED IN GOOD CONDITION.
 ES0985
 ES0985                          STATION RECOVERY (2008)
 ES0985
 ES0985'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0985'RECOVERED STATION BAKER BUTTE AND RM 2 IN GOOD CONDITION.  DID NOT
 ES0985'LOCATE RM 1 AS IT IS
 ES0985'SITUATED IN RANGER'S 'PRIVATE' SPACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1778 ***********************************************************************
 CZ1778  DESIGNATION -  BAKER HILL
 CZ1778  PID         -  CZ1778
 CZ1778  STATE/COUNTY-  AZ/GRAHAM
 CZ1778  USGS QUAD   -  THE MESAS (1985)
 CZ1778
 CZ1778                         *CURRENT SURVEY CONTROL
 CZ1778  ___________________________________________________________________
 CZ1778* NAD 83(1992)-  32 29 58.57850(N)    110 09 41.65084(W)     ADJUSTED  
 CZ1778* NAVD 88     -      1722.3    (meters)    5651.     (feet)  VERTCON   
 CZ1778  ___________________________________________________________________
 CZ1778  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ1778  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CZ1778  HORZ ORDER  -  FIRST
 CZ1778
 CZ1778.The horizontal coordinates were established by classical geodetic methods
 CZ1778.and adjusted by the National Geodetic Survey in August 1993.
 CZ1778
 CZ1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1778
 CZ1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1778
 CZ1778.The geoid height was determined by GEOID03.
 CZ1778
 CZ1778;                    North         East     Units Scale Factor Converg.
 CZ1778;SPC AZ E     -   166,263.304   213,838.953   MT  0.99990000   +0 00 09.9
 CZ1778;SPC AZ E     -   545,483.28    701,571.37   iFT  0.99990000   +0 00 09.9
 CZ1778;UTM  12      - 3,596,124.990   578,762.990   MT  0.99967650   +0 27 01.8
 CZ1778
 CZ1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1778!SPC AZ E     -   0.99973390  x   0.99990000  =   0.99963392
 CZ1778!UTM  12      -   0.99973390  x   0.99967650  =   0.99941048
 CZ1778
 CZ1778:                Primary Azimuth Mark                     Grid Az
 CZ1778:SPC AZ E     -  T10S R22E SECS 33 34 SC                  075 40 51.6
 CZ1778:UTM  12      -  T10S R22E SECS 33 34 SC                  075 13 59.7
 CZ1778
 CZ1778|---------------------------------------------------------------------|
 CZ1778| PID    Reference Object                     Distance      Geod. Az  |
 CZ1778|                                                           dddmmss.s |
 CZ1778| CC6006 T10S R22E SECS 33 34 SC                            0754101.5 |
 CZ1778| CC6007 BAKER HILL RM 1                       8.073 METERS 08104     |
 CZ1778| CC6008 BAKER HILL RM 2                      13.428 METERS 29152     |
 CZ1778|---------------------------------------------------------------------|
 CZ1778
 CZ1778                          SUPERSEDED SURVEY CONTROL
 CZ1778
 CZ1778  NAD 83(1986)-  32 29 58.57525(N)    110 09 41.64994(W) AD(       ) 1
 CZ1778  NAD 27      -  32 29 58.31700(N)    110 09 39.35400(W) AD(       ) 1
 CZ1778  NGVD 29 (07/19/86) 1721.5    (m)         5648.     (f) VERT ANG    3  
 CZ1778
 CZ1778.Superseded values are not recommended for survey control.
 CZ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1778.See file dsdata.txt to determine how the superseded data were derived.
 CZ1778
 CZ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA7876396125(NAD 83)
 CZ1778_MARKER: DS = TRIANGULATION STATION DISK
 CZ1778_SETTING: 80 = SET IN A BOULDER
 CZ1778_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1778
 CZ1778  HISTORY     - Date     Condition        Report By
 CZ1778  HISTORY     - 1946     MONUMENTED       CGS
 CZ1778
 CZ1778                          STATION DESCRIPTION
 CZ1778
 CZ1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1778'THE STATION IS 12-1/2 MILES SW OF BONITA AND 25 MILES NW OF
 CZ1778'WILLCOX.  THE STATION IS ON A ROUNDED, ROCKY HILL THAT IS
 CZ1778'SPARSELY COVERED WITH COARSE GRASS.  THERE IS A HILL ABOUT
 CZ1778'1-1/2 MILES S OF THE STATION OF ABOUT EQUAL HEIGHT.  THIS
 CZ1778'LATTER IS POINTED AND PARTLY COVERED WITH EVERGREEN TREES.
 CZ1778'THE STATION IS ON A HILL LOCALLY KNOWN AS BAKER MOUNTAIN.
 CZ1778'
 CZ1778'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND MAIN STREET
 CZ1778'IN WILLCOX, GO SW ON HIGHWAY 86 FOR 0.1 MILE TO A TEXACO
 CZ1778'STATION ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3 MILE.  HERE
 CZ1778'JOG LEFT 50 YARDS AND THEN TURN RIGHT AGAIN AND GO 0.2 MILE
 CZ1778'TO A CROSS ROAD.  HERE TURN RIGHT AND FOLLOW THE MAIN ROAD FOR
 CZ1778'23 MILES TO A SIGN READING SIERRA BONITA RANCH 5 MILES ON
 CZ1778'THE LEFT AND A WIRE GATE ON THE RIGHT JUST BEYOND A ROAD
 CZ1778'TO THE LEFT.  HERE TURN LEFT AND GO 4.2 MILES TO A FORK AND
 CZ1778'SIGN READING SIERRA BONITA RANCH.  HERE TAKE THE LEFT FORK
 CZ1778'STRAIGHT AHEAD FOR 3.5 MILES TO A JOGGED CROSS ROAD AND THE
 CZ1778'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 3.7
 CZ1778'MILES TO A WINDMILL AND TANK ON THE LEFT.  CONTINUE FOR 0.5 MILE
 CZ1778'TO A FORK JUST AFTER A CATTLE GUARD.  HERE TAKE THE LEFT
 CZ1778'FORK AND GO 0.7 MILE TO A FORK AND A LONE MAIL BOX ON THE LEFT.
 CZ1778'HERE TURN LEFT OR SE UP THE WASH FOR 0.3 MILE TO THE END OF
 CZ1778'TRUCK TRAVEL.  FROM HERE PACK LEFT UP THE RIDGE TO THE
 CZ1778'HIGHEST POINT AND THE STATION.
 CZ1778'
 CZ1778'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BAKER
 CZ1778'HILL 1946, AND SET IN A BOULDER PROJECTING 6 INCHES.  IT IS
 CZ1778'ABOUT 10 FEET NW OF A LARGE PILE OF ROCKS NEAR THE E END
 CZ1778'OF THE FLAT TOP OF THE HILL.
 CZ1778'
 CZ1778'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BAKER HILL
 CZ1778'NO 1 1946, AND SET IN A BOULDER PROJECTING 8 INCHES.  IT IS
 CZ1778'ABOUT 6 INCHES LOWER THAN THE STATION.  THE MARK IS ENE OF THE
 CZ1778'STATION.
 CZ1778'
 CZ1778'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BAKER
 CZ1778'HILL NO 2 1946, AND SET IN A BOULDER PROJECTING 12 INCHES.  IT
 CZ1778'IS 14 INCHES LOWER THAN THE STATION.  THE MARK IS WNW OF
 CZ1778'THE STATION.
 CZ1778'
 CZ1778'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE 3-INCH
 CZ1778'IRON PIPE, STAMPED SC T10S S33 S34, AND PROJECTING 12 INCHES.
 CZ1778'IT IS 3 FEET NW OF THE WITNESS POST, 37-1/2 FEET N OF AN
 CZ1778'E-W ROAD, 33 FEET E OF A N-S ROAD, AND 1 FOOT SSW OF A FENCE
 CZ1778'CORNER.  THE MARK IS ENE OF THE STATION.
 CZ1778'
 CZ1778'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0616 ***********************************************************************
 FP0616  DESIGNATION -  BALAKAI
 FP0616  PID         -  FP0616
 FP0616  STATE/COUNTY-  AZ/APACHE
 FP0616  USGS QUAD   -  STEAMBOAT ROCK NE (1972)
 FP0616
 FP0616                         *CURRENT SURVEY CONTROL
 FP0616  ___________________________________________________________________
 FP0616* NAD 83(1992)-  35 53 27.16963(N)    109 50 49.75484(W)     ADJUSTED  
 FP0616* NAVD 88     -      2247.8    (meters)    7375.     (feet)  VERTCON   
 FP0616  ___________________________________________________________________
 FP0616  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FP0616  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FP0616  HORZ ORDER  -  FIRST
 FP0616
 FP0616.The horizontal coordinates were established by classical geodetic methods
 FP0616.and adjusted by the National Geodetic Survey in August 1993.
 FP0616
 FP0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0616
 FP0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0616
 FP0616.The geoid height was determined by GEOID03.
 FP0616
 FP0616;                    North         East     Units Scale Factor Converg.
 FP0616;SPC AZ E     -   542,453.566   242,205.226   MT  0.99991025   +0 11 14.3
 FP0616;SPC AZ E     - 1,779,703.30    794,636.57   iFT  0.99991025   +0 11 14.3
 FP0616;UTM  12      - 3,972,459.325   604,048.423   MT  0.99973340   +0 40 33.3
 FP0616
 FP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0616!SPC AZ E     -   0.99965057  x   0.99991025  =   0.99956085
 FP0616!UTM  12      -   0.99965057  x   0.99973340  =   0.99938406
 FP0616
 FP0616|---------------------------------------------------------------------|
 FP0616| PID    Reference Object                     Distance      Geod. Az  |
 FP0616|                                                           dddmmss.s |
 FP0616| CD3964 BALAKAI RM 1                          5.379 METERS 12720     |
 FP0616| CD3965 BALAKAI RM 2                          9.235 METERS 23705     |
 FP0616| CD3963 BALAKAI AZ MK                                      3085024.5 |
 FP0616|---------------------------------------------------------------------|
 FP0616
 FP0616                          SUPERSEDED SURVEY CONTROL
 FP0616
 FP0616  NAD 83(1986)-  35 53 27.17206(N)    109 50 49.75545(W) AD(       ) 1
 FP0616  NAD 27      -  35 53 27.14600(N)    109 50 47.34900(W) AD(       ) 1
 FP0616  NGVD 29 (07/19/86) 2246.8    (m)         7371.     (f) VERT ANG    3  
 FP0616
 FP0616.Superseded values are not recommended for survey control.
 FP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0616.See file dsdata.txt to determine how the superseded data were derived.
 FP0616
 FP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE0404872459(NAD 83)
 FP0616_MARKER: DS = TRIANGULATION STATION DISK
 FP0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0616
 FP0616  HISTORY     - Date     Condition        Report By
 FP0616  HISTORY     - 1951     MONUMENTED       CGS
 FP0616  HISTORY     - 1955     GOOD             CGS
 FP0616  HISTORY     - 1972     GOOD             USGS
 FP0616
 FP0616                          STATION DESCRIPTION
 FP0616
 FP0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0616'THE STATION IS LOCATED ON THE NORTHEAST RIM OF BALAKI MESA.
 FP0616'IT IS ABOUT 10 MILES AIRLINE, NORTH OF STEAMBOAT CANYON
 FP0616'TRADING POST, ABOUT 21 MILES AIRLINE, EAST OF KEAMS CANYON
 FP0616'AND ABOUT 20 MILES AIRLINE, NORTHWEST OF GANADO.
 FP0616'
 FP0616'THE STATION IS A STANDARD DISK STAMPED BALAKAI 1951 SET IN
 FP0616'A DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 FP0616'GROUND.  IT IS 10 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FP0616'
 FP0616'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BALAKAI
 FP0616'NO 1 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FP0616'WHICH IS FLUSH WITH THE GROUND AND THE SAME ELEVATION AS THE
 FP0616'STATION.
 FP0616'
 FP0616'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BALAKAI
 FP0616'NO 2 1951 SET IN AN OUTCROPPING OF BEDROCK WHICH IS FLUSH
 FP0616'WITH THE GROUND AND THE SAME ELEVATION AS THE STATION.
 FP0616'
 FP0616'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALAKAI 1951
 FP0616'SET IN A DRILL HOLE IN A 12 BY 16 INCH BOULDER WHICH PROJECTS
 FP0616'ABOUT 4 INCHES.  IT IS 15 FEET EAST OF THE CENTER LINE OF A TRACK
 FP0616'ROAD AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.
 FP0616'
 FP0616'TO REACH THE STATION FROM STEAMBOAT CANYON TRADING POST,
 FP0616'GO WEST ON THE MAIN ROAD FOR 8.3 MILES TO A SIDE ON THE RIGHT.
 FP0616'TAKE THE SIDE ROAD AND GO NORTH FOR 0.4 MILE.  TAKE THE
 FP0616'RIGHT FORK AND GO 0.9 MILE.  TAKE THE RIGHT FORK AND GO 2.5
 FP0616'MILES TO A DAM ON THE RIGHT SIDE OF THE ROAD.  CONTINUE
 FP0616'EASTERLY FOR 1.4 MILES.  TAKE THE RIGHT FORK, PASSING TO THE
 FP0616'RIGHT OF THREE HOGANS AND GO 1.0 MILE TO THREE LOGANS
 FP0616'ON THE RIGHT, NORTHEAST SIDE OF THE ROAD.  CONTINUE NORTH ON
 FP0616'THE MAIN TRACK FOR 1.3 MILES TO A CROSS ROAD.  CONTINUE
 FP0616'STRAIGHT AHEAD FOR 0.2 MILE.  TAKE THE RIGHT FORK AND GO
 FP0616'0.3 MILE.  TAKE THE LEFT FORK AND GO 1.9 MILES TO A CROSS
 FP0616'ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A CROSS
 FP0616'ROAD.  TURN RIGHT ONTO THE CROSS ROAD AND GO EAST FOR 0.1
 FP0616'MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE
 FP0616'ROAD.  CONTINUE EAST FOR 0.05 MILE TO A CROSS ROAD.  TURN
 FP0616'RIGHT ONTO THE CROSS ROAD AND GO SOUTH ON THE TRACK ROAD FOR
 FP0616'2.6 MILES.  TAKE THE LEFT FORK AND GO EAST ON THE TRACK
 FP0616'ROAD FOR 0.2 MILE.  TAKE THE DIM LEFT FORK AND GO 0.4
 FP0616'MILE.  TURN LEFT ONTO A CLEARED STOCK TRAIL AND GO NORTH
 FP0616'FOR 0.4 MILE TO THE RIM OF THE MESA AND THE END OF TRUCK
 FP0616'TRAVEL.  PACK WEST ALONG THE MESA RIM FOR ABOUT 100 YARDS
 FP0616'TO THE STATION.  ABOUT A 5 MINUTE PACK.
 FP0616'
 FP0616'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 FP0616
 FP0616                          STATION RECOVERY (1955)
 FP0616
 FP0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FP0616'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FP0616'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 FP0616'W.R.H. IN 1951 IS ADEQUATE EXCEPT THAT MILEAGE 2.6 IN THE
 FP0616'THIRD FROM LAST SENTENCE SHOULD BE CHANGED TO 3.6.
 FP0616
 FP0616                          STATION RECOVERY (1972)
 FP0616
 FP0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0616'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 FP0616'35 109 4 STATION 1001.  NEW TO REACH FOLLOWS--
 FP0616'
 FP0616'TO REACH FROM THE TRADING POST AT STEAMBOAT, PROCEED W. ON
 FP0616'HIGHWAY 264 FOR 7.90 MI.  TURN RIGHT AND GO 0.20 MI. TO A RD.
 FP0616'FK.  TAKE RIGHT FORK FOR 0.60 MI. TO A RD. FK.  TURN RIGHT FOR
 FP0616'0.40 MI TO ANOTHER FORK.  TAKE RIGHT FORK FOR 1.60 MI TO RD.
 FP0616'FK.  TURN LEFT AND TRAVEL 0.60 MI TO RD. FK.  TAKE RIGHT FORK
 FP0616'FOR 1.60 MI TO A RD.  CROSSING.  GO STRAIGHT AHEAD FOR 0.20
 FP0616'MI TO A FORK.  TAKE LEFT FORK FOR 4.0 MI ON MAIN-TRAVELED
 FP0616'RD. TO RD. FK.  TAKE RIGHT FORK FOR 0.90 MI TO A RD. FK.
 FP0616'TAKE LEFT FORK FOR 0.40 MI TO RD. INTERSECTION.  TURN LEFT AT
 FP0616'INTERSECTION FOR 0.20 MI TO A RD. FK.  TURN LEFT FOR 1.0 MI
 FP0616'TO A RD. FK.  TAKE RIGHT FORK 1.15 MI TO A X-RD.  TURN
 FP0616'RIGHT FOR 0.25 MI TO A X-RD.  PROCEED STRAIGHT AHEAD FOR
 FP0616'1.30 MI TO A X-RD.  CROSSING.  TURN RIGHT FOR 1.30 MI TO
 FP0616'A RD. FK.  TURN LEFT AT FORK FOR 2.85 MI TO A TRACK RD.
 FP0616'LEFT.  FOLLOW TRACK RD. FOR 0.4 MI TO END OF TRUCK
 FP0616'TRAVEL.  PACK N. AND W.  ALONG MESA RIM FOR ABOUT 500 FT TO
 FP0616'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1006 ***********************************************************************
 ES1006  DESIGNATION -  BALD MOUNTAIN
 ES1006  PID         -  ES1006
 ES1006  STATE/COUNTY-  AZ/YAVAPAI
 ES1006  USGS QUAD   -  ARNOLD MESA (1967)
 ES1006
 ES1006                         *CURRENT SURVEY CONTROL
 ES1006  ___________________________________________________________________
 ES1006* NAD 83(1992)-  34 27 17.49897(N)    111 56 34.93113(W)     ADJUSTED  
 ES1006* NAVD 88     -      1857.2    (meters)    6093.     (feet)  VERTCON   
 ES1006  ___________________________________________________________________
 ES1006  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 ES1006  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 ES1006  HORZ ORDER  -  FIRST
 ES1006
 ES1006.The horizontal coordinates were established by classical geodetic methods
 ES1006.and adjusted by the National Geodetic Survey in August 1993.
 ES1006
 ES1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1006
 ES1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1006
 ES1006.The geoid height was determined by GEOID03.
 ES1006
 ES1006;                    North         East     Units Scale Factor Converg.
 ES1006;SPC AZ C     -   383,105.240   210,937.140   MT  0.99990007   -0 00 53.7
 ES1006;SPC AZ C     - 1,256,906.96    692,050.98   iFT  0.99990007   -0 00 53.7
 ES1006;UTM  12      - 3,812,995.242   413,378.141   MT  0.99969249   -0 32 00.8
 ES1006
 ES1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1006!SPC AZ C     -   0.99971264  x   0.99990007  =   0.99961274
 ES1006!UTM  12      -   0.99971264  x   0.99969249  =   0.99940522
 ES1006
 ES1006|---------------------------------------------------------------------|
 ES1006| PID    Reference Object                     Distance      Geod. Az  |
 ES1006|                                                           dddmmss.s |
 ES1006| CH2686 BALD MOUNTAIN RM 1                    5.980 METERS 08453     |
 ES1006| CH2687 BALD MOUNTAIN RM 2                   10.898 METERS 20034     |
 ES1006| CH2685 BALD MOUNTAIN AZ MK                                3174741.3 |
 ES1006|---------------------------------------------------------------------|
 ES1006
 ES1006                          SUPERSEDED SURVEY CONTROL
 ES1006
 ES1006  NAD 83(1986)-  34 27 17.49327(N)    111 56 34.92920(W) AD(       ) 1
 ES1006  NAD 27      -  34 27 17.39800(N)    111 56 32.38000(W) AD(       ) 1
 ES1006  NGVD 29 (07/19/86) 1856.4    (m)         6091.     (f) VERT ANG    3  
 ES1006
 ES1006.Superseded values are not recommended for survey control.
 ES1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1006.See file dsdata.txt to determine how the superseded data were derived.
 ES1006
 ES1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1337812995(NAD 83)
 ES1006_MARKER: DS = TRIANGULATION STATION DISK
 ES1006_SETTING: 80 = SET IN A BOULDER
 ES1006_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1006+STABILITY: SURFACE MOTION
 ES1006
 ES1006  HISTORY     - Date     Condition        Report By
 ES1006  HISTORY     - 1902     MONUMENTED       USGS
 ES1006  HISTORY     - 1935     GOOD             USGS
 ES1006  HISTORY     - 1946     GOOD             CGS
 ES1006  HISTORY     - 1959     GOOD             CGS
 ES1006  HISTORY     - 1966     GOOD             USGS
 ES1006  HISTORY     - 20080809 GOOD             GEOCAC
 ES1006
 ES1006                          STATION DESCRIPTION
 ES1006
 ES1006'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ES1006'LOCATED 10 MI SW. OF CAMP VERDE.  ON BALD MTN.
 ES1006'
 ES1006'TO REACH NOT GIVEN.
 ES1006'
 ES1006'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN MALPAIS
 ES1006'ROCK 2 X 3 FT. PROJECTING 1 FT. ABOVE GROUND.
 ES1006'
 ES1006'RM--LARGE JUNIPER TREE.
 ES1006
 ES1006                          STATION RECOVERY (1935)
 ES1006
 ES1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 ES1006'STATION IS ON THE HIGHEST OF SEVERAL VERY PROMINENT BALD ROUNDED
 ES1006'MOUNTAINS 10 MILES (AIR LINE) SW OF CAMP VERDE.
 ES1006'
 ES1006'STATION MARK IS A STANDARD U.S.G.S. TABLET IN LARGE MALPAIS
 ES1006'BOULDER, UNSTAMPED.
 ES1006'
 ES1006'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-MAYER-PHOENIX
 ES1006'HIGHWAY TO DEWEY, ARIZONA.  THENCE, TAKE THE DEWEY-CAMP VERDE
 ES1006'ROAD WESTWARDLY ABOUT 11 MILES.  THENCE TAKE ROAD SOUTHWARDLY
 ES1006'BY WAY OF JOHNSON WASH RANGER STATION TO A POINT ABOUT 1/2 MILE
 ES1006'BEYOND FREDERICKS RANCH.  FROM THIS POINT CONTINUE UP CANYON
 ES1006'PAST SEVERAL DESERTED MINING CABINS TO FOOT OF BALD HILL.
 ES1006'THENCE CLIMB OVER FIRST HILL, THROUGH SADDLE AND TO TOP OF
 ES1006'BALD HILL AND STATION.  ABOUT 3 HOURS WALK FROM END OF ROAD.
 ES1006'
 ES1006'SIGNAL--FLUTTER FLAGS ON 8-FOOT POLE SUPPORTED BY 6-FOOT ROCK
 ES1006'CAIRN.
 ES1006
 ES1006                          STATION RECOVERY (1946)
 ES1006
 ES1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1006'STATION MARK RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 ES1006'MARKS AND AN AZIMUTH MARK ESTABLISHED.
 ES1006'
 ES1006'STATION IS ON THE HIGHEST OF SEVERAL BALD MOUNTAINS ABOUT
 ES1006'10 MILES SOUTHWEST OF CAMP VERDE, 17-1/2 MILES EAST OF MAYER,
 ES1006'18 MILES EAST-SOUTHEAST OF DEWEY, AND 7 MILES NORTH OF THE
 ES1006'DUGAS POST OFFICE.
 ES1006'
 ES1006'TO REACH FROM DEWEY, WHICH IS ABOUT 15 MILES EAST OF PRESCOTT AND
 ES1006'11.6 MILES NORTH OF MAYER ON STATE ROUTE 69, GO EASTERLY ON
 ES1006'THE CAMP VERDE ROAD FOR 5.4 MILES.  TAKE LEFT FORK, CAMP VERDE
 ES1006'ROAD, FOR 5.6 MILES TO FORK AND SEVERAL SIGNS.  TAKE RIGHT
 ES1006'FORK AS PER SIGN HANNA RANCH 11, AND GO SOUTHEASTERLY ON
 ES1006'MAIN TRAVELED ROAD FOR 8.35 MILES TO FORK WHICH IS 0.2 MILE
 ES1006'BEYOND THIRD BOARD GATE.  TAKE LEFT FORK AND FOLLOW THE MAIN
 ES1006'TRAVELED ROAD 2.0 MILES TO WIRE GATE.  (THE STATION IS VISIBLE
 ES1006'FROM HERE--THE HIGHEST POINT TO THE SOUTH, JUST TO RIGHT
 ES1006'OF HOUSE IN CANYON, ON THE SECOND RIDGE SOUTH OF THE HOUSE.)
 ES1006'PASS THROUGH THE WIRE GATE AND CONTINUE DOWN HILL 0.55 MILE
 ES1006'TO DIM TRACKS LEFT UP CANYON, ABOUT 100 YARDS BEFORE
 ES1006'REACHING THE WALL RANCH.  TURN LEFT ON THIS TRACK ROAD AND
 ES1006'FOLLOW IT UP THE CANYON, PASSING THROUGH TWO WIRE GATES,
 ES1006'FOR 1.5 MILES TO TRIPLE NOTCHES ON TREE ON RIGHT JUST
 ES1006'BEFORE ROAD CROSSES WASH.  A JEEP WAS DRIVEN BEYOND THIS
 ES1006'POINT, THE ROAD BECOMING VERY ROUGH.  CONTINUE ALONG THE
 ES1006'TRACK ROAD 0.2 MILE, THENCE LEFT FORK, A RIGHT-ANGLE TURN
 ES1006'AROUND A LARGE CEDAR.  FOLLOW THE TRACKS ABOUT 3/4 MILE TO
 ES1006'FORK AT OLD CABIN.  ROAD LEFT LEADS TO AN OLD MINE, ROAD
 ES1006'RIGHT TO OLD STAMPING MILL.  A MINE NOW BEING OPERATED LIES
 ES1006'STRAIGHT AHEAD, SOUTH, OF THIS FORK.  A JEEP WAS DRIVEN
 ES1006'CROSS COUNTRY 3/4 MILE TO THIS MINE SHAFT AND CABIN.  FROM
 ES1006'THE CABIN THE STATION IS SOUTHWEST.  PACK SOUTHWEST
 ES1006'THROUGH THICK BRUSH TO FOOT OF FIRST HILL, THENCE UP THE
 ES1006'RIGHT HAND SIDE OF THIS HILL TO A SADDLE CONNECTING IT WITH
 ES1006'THE STATION HILL.  THENCE ALONG THE SADDLE AND UP THE
 ES1006'SIDE OF THE HIGHEST HILL TO STATION.
 ES1006'
 ES1006'STATION IS MARKED BY A STANDARD U.S.G.S. TRIANGULATION STATION
 ES1006'AND BENCH MARK DISK SET IN DRILL HOLE IN BOULDER PROJECTING
 ES1006'1 FOOT ABOVE GROUND.  IT IS NOT STAMPED.  A 6-FT INSTRUMENT
 ES1006'STAND WAS ERECTED OVER THE MARK AND THE FLOOR BOARDS SUPPORTED
 ES1006'BY A TRIANGULAR WALL OF ROCK ABOUT 2 FEET HIGH.  IT IS 23 FEET
 ES1006'NORTHWEST OF LARGEST CEDAR TREE ON HILL TOP.
 ES1006'
 ES1006'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  A STANDARD REFERENCE
 ES1006'MARK DISK, STAMPED BALD MTN NO 1 1946, SET IN DRILL HOLE IN A
 ES1006'BOULDER WHICH IS EMBEDDED IN THE GROUND AND PROJECTS 1 FOOT
 ES1006'ABOVE THE GROUND.  IT IS ABOUT SAME LEVEL AS STATION MARK.
 ES1006'
 ES1006'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  A
 ES1006'STANDARD REFERENCE MARK DISK, STAMPED BALD MTN NO 2 1946, SET
 ES1006'IN DRILL HOLE IN A BOULDER WHICH IS EMBEDDED IN THE GROUND
 ES1006'AND PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 ES1006'HIGHER THAN STATION MARK.
 ES1006'
 ES1006'THE AZIMUTH MARK IS ON THE HILL 1/2 MILE NORTHWEST OF THE
 ES1006'STATION.  THIS HILL IS KNOWN AS LITTLE BALDY.  THE MARK IS A
 ES1006'STANDARD AZIMUTH MARK DISK, STAMPED BALD MTN USGS 1946, SET
 ES1006'IN DRILL HOLE IN BOULDER WHICH PROJECTS 1 FOOT ABOVE GROUND.
 ES1006'IT IS 12 FEET WEST OF RIM ROCK, 225 FEET SOUTH OF THE HIGHEST
 ES1006'POINT OF THE HILL, 1 FOOT NORTH OF 3-FT CAIRN, AND 12 FEET
 ES1006'NORTHEAST OF A CEDAR TREE.
 ES1006
 ES1006                          STATION RECOVERY (1959)
 ES1006
 ES1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1006'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ES1006'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ES1006'
 ES1006'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ES1006'
 ES1006'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST OF SEVERAL
 ES1006'BALD MOUNTAINS ABOUT 17 MILES EAST OF MAYER, 16 MILES SOUTHEAST
 ES1006'OF DEWEY, 10 MILES SOUTHWEST OF CAMP VERDE AND 7 MILES NORTH
 ES1006'OF DUGAS.
 ES1006'
 ES1006'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTHERLY ON
 ES1006'STATE HIGHWAY 79 FOR 15.4 MILES TO A SERVICE STATION AND CAFE
 ES1006'ON THE LEFT, CONTINUE AHEAD ON THE HIGHWAY FOR 0.3 MILE TO A
 ES1006'CROSSROAD, TURN RIGHT, EAST, AND GO 0.5 MILE TO A Y-FORK,
 ES1006'TAKE THE RIGHT FORK AS PER SIGN 1 FLOWER POT RANCH AND GO
 ES1006'SOUTHEAST FOR 1.1 MILES TO A TRACK ROAD RIGHT JUST BEFORE
 ES1006'ENTERING A CORRAL.  TURN RIGHT, CROSS A WASH AND FOLLOW THE TRACK
 ES1006'ROAD SOUTHWARD FOR 0.8 MILE TO A Y-FORK, TAKE THE LEFT FORK
 ES1006'AND GO SOUTHEAST FOR 1.0 MILE TO A WIRE GATE.  PASS
 ES1006'THROUGH THE GATE AND CONTINUE SOUTHEAST FOR 1.7 MILES TO A
 ES1006'HOUSE AND SEVERAL BUILDINGS ON THE LEFT, CONTINUE EAST ON THE
 ES1006'TRACK ROAD FOR 0.9 MILE TO TWO CABINS ON THE LEFT.  HERE TURN
 ES1006'SHARP RIGHT AND FOLLOW THE TRACK ROAD SOUTH FOR 0.3 MILE
 ES1006'TO A Y-FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR
 ES1006'0.1 MILE TO THE END OF TRUCK TRAVEL AT THE END OF THE ROAD
 ES1006'AND A MINE SHAFT ON THE RIGHT.  FROM HERE THE STATION IS ON THE
 ES1006'MIDDLE AND HIGHEST ONE OF THREE MOUNTAINS THAT ARE ABOUT
 ES1006'1-1/2 MILES SOUTHWEST.  PACK SOUTHWEST THROUGH THE HEAVY
 ES1006'BRUSH FOR ABOUT 1 MILE AND THEN UPHILL TO THE HIGHEST POINT OF
 ES1006'THE MOUNTAIN AND THE STATION.
 ES1006'
 ES1006'THE STATION MARK, IS A STANDARD U.S.G.S. DISK AND BEARS NO
 ES1006'STAMPING.  IT IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES1006'1 FOOT AND IS 23 FEET NORTHWEST OF THE LARGEST CEDAR TREE
 ES1006'ON THE HILL.
 ES1006'
 ES1006'REFERENCE MARK NO. 1, STAMPED BALD MTN NO 1 1946, IS A STANDARD
 ES1006'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT
 ES1006'AND IS ON THE SAME ELEVATION AS THE STATION.
 ES1006'
 ES1006'REFERENCE MARK NO. 2, STAMPED BALD MTN NO 2 1946, IS A STANDARD
 ES1006'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 ES1006'FOOT.
 ES1006'
 ES1006'THE AZIMUTH MARK, STAMPED BALD MTN USGS 1946, IS A STANDARD DISK
 ES1006'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 ES1006'IT IS 225 FEET SOUTH OF THE HIGHEST POINT OF THE HILL, 12 FEET
 ES1006'EAST OF RIM ROCK AND 1 FOOT NORTHEAST OF A CAIRN.  IT IS LOCATED
 ES1006'ABOUT 1/2 MILE NORTHWEST OF THE STATION ON A HILL KNOWN AS
 ES1006'LITTLE BALDY.
 ES1006'
 ES1006'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHWEST DOWNHILL
 ES1006'FOR ABOUT 5 MINUTES TO A SADDLE AND THEN UPHILL FOR 10 MINUTES
 ES1006'TO THE TOP OF THE HILL AND THE AZIMUTH MARK.
 ES1006
 ES1006                          STATION RECOVERY (1966)
 ES1006
 ES1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1006'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 ES1006'RMS NOT MEASURED.  ALSO RECOVERED BY USFS IN 1935 AND CGS IN 1946
 ES1006'AND 1959.
 ES1006'
 ES1006'RM 1--CGS RM DISK STAMPED---BALD MTN NO 1 1946---, IN DRILL HOLE IN
 ES1006'BOULDER PROJECTING 1 FT, SAME LEVEL AS STATION MARK.
 ES1006'
 ES1006'RM 2--CGS RM DISK STAMPED---BALD MTN NO 2 1946---, IN DRILL HOLE IN
 ES1006'BOULDER PROJECTING 1 FT, 1 FT HIGHER THAN STATION MARK.
 ES1006
 ES1006                          STATION RECOVERY (2008)
 ES1006
 ES1006'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES1006'HANDHELD GPS COORDINATES OF AZIMUTH MARK (SINCE NONE ARE GIVEN IN
 ES1006'EARLIER RECOVERY LOGS)
 ES1006'N34 27.553 W111 56.871
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0945 ***********************************************************************
 ET0945  DESIGNATION -  BALDY
 ET0945  PID         -  ET0945
 ET0945  STATE/COUNTY-  AZ/YAVAPAI
 ET0945  USGS QUAD   -  WILHOIT (1969)
 ET0945
 ET0945                         *CURRENT SURVEY CONTROL
 ET0945  ___________________________________________________________________
 ET0945* NAD 83(1992)-  34 28 26.66546(N)    112 30 41.60836(W)     ADJUSTED  
 ET0945* NAVD 88     -      1867.0    (meters)    6125.     (feet)  VERTCON   
 ET0945  ___________________________________________________________________
 ET0945  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 ET0945  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0945  HORZ ORDER  -  SECOND
 ET0945
 ET0945.The horizontal coordinates were established by classical geodetic methods
 ET0945.and adjusted by the National Geodetic Survey in August 1993.
 ET0945
 ET0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0945
 ET0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0945
 ET0945.The geoid height was determined by GEOID03.
 ET0945
 ET0945;                    North         East     Units Scale Factor Converg.
 ET0945;SPC AZ C     -   385,396.599   158,713.404   MT  0.99993680   -0 20 12.3
 ET0945;SPC AZ C     - 1,264,424.54    520,713.27   iFT  0.99993680   -0 20 12.3
 ET0945;UTM  12      - 3,815,758.963   361,185.304   MT  0.99983752   -0 51 20.6
 ET0945
 ET0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0945!SPC AZ C     -   0.99971119  x   0.99993680  =   0.99964801
 ET0945!UTM  12      -   0.99971119  x   0.99983752  =   0.99954875
 ET0945
 ET0945:                Primary Azimuth Mark                     Grid Az
 ET0945:SPC AZ C     -  SENATOR                                  045 32 25.2
 ET0945:UTM  12      -  SENATOR                                  046 03 33.5
 ET0945
 ET0945|---------------------------------------------------------------------|
 ET0945| PID    Reference Object                     Distance      Geod. Az  |
 ET0945|                                                           dddmmss.s |
 ET0945| ET0886 SENATOR                             APPROX. 7.6 KM 0451212.9 |
 ET0945| CH2688 BALDY RM 1                           17.816 METERS 15502     |
 ET0945| CH2689 BALDY RM 2                            9.689 METERS 23748     |
 ET0945|---------------------------------------------------------------------|
 ET0945
 ET0945                          SUPERSEDED SURVEY CONTROL
 ET0945
 ET0945  NAD 83(1986)-  34 28 26.66344(N)    112 30 41.60768(W) AD(       ) 2
 ET0945  NAD 27      -  34 28 26.57555(N)    112 30 38.99474(W) AD(       ) 2
 ET0945  NGVD 29 (07/19/86) 1866.1    (m)         6122.     (f) VERT ANG    3  
 ET0945
 ET0945.Superseded values are not recommended for survey control.
 ET0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0945.See file dsdata.txt to determine how the superseded data were derived.
 ET0945
 ET0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6118515759(NAD 83)
 ET0945_MARKER: DD = SURVEY DISK
 ET0945_SETTING: 66 = SET IN ROCK OUTCROP
 ET0945_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0945+STABILITY: POSITION/ELEVATION WELL
 ET0945
 ET0945  HISTORY     - Date     Condition        Report By
 ET0945  HISTORY     - 1980     MONUMENTED       AZDT
 ET0945
 ET0945                          STATION DESCRIPTION
 ET0945
 ET0945'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0945'THE STATION IS LOCATED 5 MILES SOUTHWEST OF PRESCOTT, 5 MILES NORTH
 ET0945'EAST OF WILHOIT AND 350 FEET NORTH OF U.S. HIGHWAY 89.
 ET0945'
 ET0945'THE STATION MARK IS AN ADOT DISK STAMPED BALDY 1980.  IT IS SET IN A
 ET0945'DRILL IN ROCK ON TOP OF A BALD NOSE 5 FEET EAST OF WITNESS POST.
 ET0945'
 ET0945'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BALDY RM 1 1980.  IT IS SET
 ET0945'IN A DRILL HOLE IN ROCK.
 ET0945'
 ET0945'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BALDY RM 2 1980.  IT IS SET
 ET0945'IN A DRILL HOLE IN ROCK.
 ET0945'
 ET0945'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT TRAVEL WEST ON
 ET0945'GOODWIN STREET FOR 1 BLOCK TO US HIGHWAY 89.  TURN LEFT AND TRAVEL
 ET0945'SOUTH ALONG US 89 FOR 6.25 MILES TO A CURVE TO THE RIGHT AND THE
 ET0945'STATION ON TOP OF BALD AREA ABOUT 90 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1052 ***********************************************************************
 CG1052  DESIGNATION -  BALDY
 CG1052  PID         -  CG1052
 CG1052  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1052  USGS QUAD   -  MT WRIGHTSON (1981)
 CG1052
 CG1052                         *CURRENT SURVEY CONTROL
 CG1052  ___________________________________________________________________
 CG1052* NAD 83(1992)-  31 41 46.07843(N)    110 50 53.08369(W)     ADJUSTED  
 CG1052* NAVD 88     -      2880.6    (meters)    9451.     (feet)  VERTCON   
 CG1052  ___________________________________________________________________
 CG1052  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 CG1052  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CG1052  HORZ ORDER  -  FIRST
 CG1052
 CG1052.The horizontal coordinates were established by classical geodetic methods
 CG1052.and adjusted by the National Geodetic Survey in August 1993.
 CG1052
 CG1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1052
 CG1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1052
 CG1052.The geoid height was determined by GEOID03.
 CG1052
 CG1052;                    North         East     Units Scale Factor Converg.
 CG1052;SPC AZ C     -    77,672.701   314,658.335   MT  1.00002652   +0 33 41.4
 CG1052;SPC AZ C     -   254,831.70  1,032,343.62   iFT  1.00002652   +0 33 41.4
 CG1052;UTM  12      - 3,506,765.152   514,396.900   MT  0.99960256   +0 04 47.4
 CG1052
 CG1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1052!SPC AZ C     -   0.99955238  x   1.00002652  =   0.99957889
 CG1052!UTM  12      -   0.99955238  x   0.99960256  =   0.99915512
 CG1052
 CG1052:                Primary Azimuth Mark                     Grid Az
 CG1052:SPC AZ C     -  RINCON PEAK                              032 34 15.7
 CG1052:UTM  12      -  RINCON PEAK                              033 03 09.7
 CG1052
 CG1052|---------------------------------------------------------------------|
 CG1052| PID    Reference Object                     Distance      Geod. Az  |
 CG1052|                                                           dddmmss.s |
 CG1052| CZ1814 RINCON PEAK                         APPROX.56.1 KM 0330757.1 |
 CG1052| CC6012 BALDY RM                             18.220 METERS 04053     |
 CG1052| CG1129 COMOBABI PEAK                       APPROX.71.3 KM 2765303.2 |
 CG1052|---------------------------------------------------------------------|
 CG1052
 CG1052                          SUPERSEDED SURVEY CONTROL
 CG1052
 CG1052  NAD 83(1986)-  31 41 46.06985(N)    110 50 53.07867(W) AD(       ) 1
 CG1052  NAD 27      -  31 41 45.73700(N)    110 50 50.72300(W) AD(       ) 1
 CG1052  NGVD 29 (07/19/86) 2879.5    (m)         9447.     (f) VERT ANG    3  
 CG1052
 CG1052.Superseded values are not recommended for survey control.
 CG1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1052.See file dsdata.txt to determine how the superseded data were derived.
 CG1052
 CG1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1439706765(NAD 83)
 CG1052
 CG1052  HISTORY     - Date     Condition        Report By
 CG1052  HISTORY     - 1910     MONUMENTED       USGS
 CG1052  HISTORY     - 1935     MARK NOT FOUND   USGS
 CG1052
 CG1052                          STATION DESCRIPTION
 CG1052
 CG1052'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 CG1052'ON OLD BALDY OR SANTA RITA PEAK, A HIGH PROMINENT PEAK NEAR THE
 CG1052'SOUTH END OF THE SANTA RITA RANGE, 11 MILES NORTHWEST OF CRITTENDEN
 CG1052'AND 12 MILES NORTHWEST OF PATAGONIA, TOWNS ON THE SOUTHERN
 CG1052'PACIFIC RAILROAD.  STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY
 CG1052'TRIANGULATION STATION MARK CEMENTED INTO THE SOLID ROCK.  THE
 CG1052'REFERENCE MARK, WHICH IS IDENTICAL WITH THE U.S. GEOLOGICAL
 CG1052'SURVEY REFERENCE MARK, IS A CROSS CUT IN THE TOP OF A ROCK AND
 CG1052'18.22 METERS (59.8 FEET) FROM THE STATION N 40 DEG 53 MIN E.
 CG1052'THIS STATION WAS REPORTED LOST IN 1935, A LOOKOUT
 CG1052'HOUSE HAVING BEEN BUILT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0788 ***********************************************************************
 DT0788  DESIGNATION -  BALDY
 DT0788  PID         -  DT0788
 DT0788  STATE/COUNTY-  AZ/APACHE
 DT0788  USGS QUAD   -  MOUNT BALDY (1978)
 DT0788
 DT0788                         *CURRENT SURVEY CONTROL
 DT0788  ___________________________________________________________________
 DT0788* NAD 83(1992)-  33 54 21.38622(N)    109 33 45.47621(W)     ADJUSTED  
 DT0788* NAVD 88     -      3477.4    (meters)   11409.     (feet)  VERTCON   
 DT0788  ___________________________________________________________________
 DT0788  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DT0788  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0788  HORZ ORDER  -  SECOND
 DT0788
 DT0788.The horizontal coordinates were established by classical geodetic methods
 DT0788.and adjusted by the National Geodetic Survey in August 1993.
 DT0788
 DT0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0788
 DT0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0788
 DT0788.The geoid height was determined by GEOID03.
 DT0788
 DT0788;                    North         East     Units Scale Factor Converg.
 DT0788;SPC AZ E     -   322,385.938   269,219.826   MT  0.99993845   +0 20 13.0
 DT0788;SPC AZ E     - 1,057,696.65    883,267.15   iFT  0.99993845   +0 20 13.0
 DT0788;UTM  12      - 3,752,656.896   632,889.225   MT  0.99981770   +0 48 06.9
 DT0788
 DT0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0788!SPC AZ E     -   0.99945792  x   0.99993845  =   0.99939641
 DT0788!UTM  12      -   0.99945792  x   0.99981770  =   0.99927572
 DT0788
 DT0788|---------------------------------------------------------------------|
 DT0788| PID    Reference Object                     Distance      Geod. Az  |
 DT0788|                                                           dddmmss.s |
 DT0788| CD1544 BALDY RM 1                            5.240 METERS 04337     |
 DT0788| DT0732 BIG LAKE LOOKOUT TOWER              APPROX.16.6 KM 1065744.2 |
 DT0788| CD1545 BALDY RM 2                            6.102 METERS 23521     |
 DT0788|---------------------------------------------------------------------|
 DT0788
 DT0788                          SUPERSEDED SURVEY CONTROL
 DT0788
 DT0788  NAD 83(1986)-  33 54 21.38477(N)    109 33 45.48114(W) AD(       ) 2
 DT0788  NAD 27      -  33 54 21.21420(N)    109 33 43.14790(W) AD(       ) 2
 DT0788  NGVD 29 (07/19/86) 3476.0    (m)        11404.     (f) VERT ANG    3  
 DT0788
 DT0788.Superseded values are not recommended for survey control.
 DT0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0788.See file dsdata.txt to determine how the superseded data were derived.
 DT0788
 DT0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3288952657(NAD 83)
 DT0788_MARKER: DS = TRIANGULATION STATION DISK
 DT0788_SETTING: 66 = SET IN ROCK OUTCROP
 DT0788
 DT0788  HISTORY     - Date     Condition        Report By
 DT0788  HISTORY     - 1958     MONUMENTED       CGS
 DT0788  HISTORY     - 1967     GOOD             AMS
 DT0788
 DT0788                          STATION DESCRIPTION
 DT0788
 DT0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0788'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF SPRINGERVILLE
 DT0788'AND 20 MILES SOUTHEAST OF MC NARY ON THE HIGHEST POINT OF
 DT0788'BALDY PEAK WHICH IS THE HIGHEST MOUNTAIN IN THE VICINITY.  IT
 DT0788'IS LOCATED IN THE FORT APACHE INDIAN RESERVATION.  IT IS 25
 DT0788'FEET SOUTH-SOUTHWEST OF THE CENTER OF A SMALL ABANDONED LOOKOUT
 DT0788'TOWER.  THE MARK IS A STANDARD STATION DISK SET IN A DRILL HOLE
 DT0788'IN OUTCROPPING BED ROCK.  IT IS STAMPED BALDY 1958.
 DT0788'
 DT0788'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE CENTER OF AN ABANDONED
 DT0788'LOOKOUT TOWER AND IS THE SAME ELEVATION AS THE STATION MARK.  IT
 DT0788'IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 DT0788'OUTCROPPING BED ROCK.  IT IS STAMPED BALDY NO 1 1958.
 DT0788'
 DT0788'REFERENCE MARK NO. 2 IS 1 FOOT LOWER IN ELEVATION THAN THE
 DT0788'STATION MARK.  IT IS A STANDARD REFERENCE MARK DISK SET IN A
 DT0788'DRILL HOLE IN OUTCROPPING BED ROCK.  IT IS STAMPED BALDY NO 2
 DT0788'1958.
 DT0788'
 DT0788'TRIANGULATION STATION ORDS 1919 1934 WAS USED FOR THE AZIMUTH
 DT0788'MARK.
 DT0788'
 DT0788'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY GO NORTH ON
 DT0788'AN OILED STREET FOR 100 YARDS TO THE JUNCTION WITH STATE HIGHWAY
 DT0788'73.  TURN RIGHT ON STATE HIGHWAY 73 AND GO 16.35 MILES TO A SIDE
 DT0788'ROAD RIGHT, STATE HIGHWAY 273.  TURN RIGHT, SOUTH ON STATE
 DT0788'HIGHWAY 273 AND GO 8.6 MILES TO A FORK AT SHEEPS CROSSING.
 DT0788'KEEP THE LEFT FORK STATE HIGHWAY 273 AND GO 1.4 MILES TO THE
 DT0788'HAROLD LESUEUR RANCH.  HORSES WERE OBTAINED FROM THE LESUEUR
 DT0788'RANCH.  FROM THE LESUEUR RANCH PACK SOUTH ON STATE HIGHWAY 273
 DT0788'FOR ABOUT 0.1 MILE TO A SIDE ROAD RIGHT AND A SIGN PHELPS
 DT0788'BACTERICAL AREA.  TURN RIGHT ON THE GRADED ROAD AND FOLLOW
 DT0788'IT FOR ABOUT 2 MILES TO ITS END.  FROM THE END OF THE ROAD
 DT0788'CONTINUE WESTERLY ON A TRAIL STAYING ON THE RIGHT SIDE OF A
 DT0788'SMALL STREAM FOR ABOUT 1 MILE TO WERE A BRIDGE CROSSES THE
 DT0788'STREAM AND A SIGN BALDY 4 MILES.  FROM THIS POINT FOLLOW THE
 DT0788'GOOD TRAIL TO THE TOP OF BALDY PEAK AND THE STATION AS
 DT0788'DESCRIBED NEAR THE ABANDONED LOOKOUT TOWER.
 DT0788'
 DT0788'3 HOUR HORSE PACK.
 DT0788'
 DT0788'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 DT0788
 DT0788                          STATION RECOVERY (1967)
 DT0788
 DT0788'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0788'STATION BALDY IS LOCATED APPROXIMATELY 23.0 AIRMILES (NE) OF
 DT0788'WHITERIVER AND APPROXIMATELY 20.0 AIRMILES (SE) OF MC NARY,
 DT0788'ARIZONA.
 DT0788'
 DT0788'TO REACH FROM MC NARY POST OFFICE GO (N) FOR ONE BLOCK TO JCT,
 DT0788'TURN RIGHT (E) ON HWY 73 AND GO 18.1 MI TO JCT OF HWY 73 AND 273,
 DT0788'TURN RIGHT (S) AND FOLLOW U.S. 273 FOR 8.6 MI TO A Y AND SIGN
 DT0788'SHEEPS CROSSING, TAKE THE RIGHT FORK THUS LEAVING HWY 273 AND GO
 DT0788'0.5 MI TO END OF VEHICLE TRAVEL AND SIGN MT BALDY 7, MT ORDS
 DT0788'7, FROM THIS POINT VEHICLE TRAVEL IS NOT PERMITTED, (HORSES WERE
 DT0788'OBTAINED FROM MR. GEORGE E. CROSBY GREER, ARIZONA).  TRAVEL (S)
 DT0788'ON A WELL DEFINED TRAIL FOR APPROXIMATELY 3.0 MI TO A Y AND
 DT0788'SIGN MT ORDS, MT BALDY, TAKE LEFT FORK AND CONTINUE ON TRAIL
 DT0788'(SW) FOR ADDITIONAL 4.0 MI TO TOP OF HILL AND STATION SITE.  (2
 DT0788'1/2 HR HORSE PACK).
 DT0788'
 DT0788'THE STATION IS THE HIGHEST POINT OF LOCALLY KNOWN BALDY MTN.  THE
 DT0788'STATION IS LOCATED (SW) OF AN OLD LOOKOUT TOWER.  A SIGN READING
 DT0788'MT BALDY ELEV 11,590 FT HAS BEEN PLACED IN THE REMAINS OF LOOKOUT
 DT0788'TOWER.
 DT0788'
 DT0788'THE STATION IS A STANDARD USC AND GS DISK CEMENTED IN ROCK AND
 DT0788'STAMPED BALDY 1958.
 DT0788'
 DT0788'R.M. 1 IS A STANDARD USC AND GS DISK CEMENTED IN ROCK AND STAMPED
 DT0788'BALDY NO 1 1958.  FROM THE STATION IT IS (NE) OF THE STATION
 DT0788'ON A MAG AZ OF 42 DEG AT A DISTANCE OF 5.23M AND A DE OF +0.15M
 DT0788'
 DT0788'R.M. 2 IS A STANDARD USC AND GS DISK CEMENTED IN ROCK AND
 DT0788'STAMPED BALDY NO 2 1958.  FROM THE STATION IT IS (SW) ON A MAG
 DT0788'AZ OF 235 DEG AT A DISTANCE OF 6.10M AND A DE OF -0.27M.
 DT0788'
 DT0788'AZIMUTH MK IS ORDS 1919, 1934, 1958 (USC AND GS) AND WAS NOT
 DT0788'RECOVERED.
 DT0788'
 DT0788'CONDITION OF ALL MARKS WAS EXCELLENT.
 DT0788'
 DT0788'A CLEAR LINE OF SIGHT IS AVAILABLE IN ALL DIRECTIONS OF VIEW
 DT0788'FROM HEIGHT OF TRIPOD 1.32M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1050 ***********************************************************************
 CG1050  DESIGNATION -  BALDY 2
 CG1050  PID         -  CG1050
 CG1050  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1050  USGS QUAD   -  MT WRIGHTSON (1981)
 CG1050
 CG1050                         *CURRENT SURVEY CONTROL
 CG1050  ___________________________________________________________________
 CG1050* NAD 83(1992)-  31 41 45.47898(N)    110 50 53.60616(W)     ADJUSTED  
 CG1050* NAVD 88     -      2882.1    (meters)    9456.     (feet)  VERTCON   
 CG1050  ___________________________________________________________________
 CG1050  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 CG1050  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CG1050  HORZ ORDER  -  FIRST
 CG1050
 CG1050.The horizontal coordinates were established by classical geodetic methods
 CG1050.and adjusted by the National Geodetic Survey in August 1993.
 CG1050
 CG1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1050
 CG1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1050
 CG1050.The geoid height was determined by GEOID03.
 CG1050
 CG1050;                    North         East     Units Scale Factor Converg.
 CG1050;SPC AZ C     -    77,654.103   314,644.757   MT  1.00002648   +0 33 41.1
 CG1050;SPC AZ C     -   254,770.68  1,032,299.07   iFT  1.00002648   +0 33 41.1
 CG1050;UTM  12      - 3,506,746.677   514,383.172   MT  0.99960255   +0 04 47.1
 CG1050
 CG1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1050!SPC AZ C     -   0.99955215  x   1.00002648  =   0.99957861
 CG1050!UTM  12      -   0.99955215  x   0.99960255  =   0.99915487
 CG1050
 CG1050|---------------------------------------------------------------------|
 CG1050| PID    Reference Object                     Distance      Geod. Az  |
 CG1050|                                                           dddmmss.s |
 CG1050| CG1051 BALDY LOOKOUT HOUSE CEN              22.900 METERS 03532     |
 CG1050| CC6013 BALDY 2 RM 1                          6.190 METERS 16803     |
 CG1050| CG1058 SLOPE                               APPROX.13.0 KM 2353336.6 |
 CG1050|---------------------------------------------------------------------|
 CG1050
 CG1050                          SUPERSEDED SURVEY CONTROL
 CG1050
 CG1050  NAD 83(1986)-  31 41 45.46978(N)    110 50 53.59986(W) AD(       ) 1
 CG1050  NAD 27      -  31 41 45.15400(N)    110 50 51.28600(W) AD(       ) 1
 CG1050  NGVD 29 (07/19/86) 2881.0    (m)         9452.     (f) VERT ANG    3  
 CG1050
 CG1050.Superseded values are not recommended for survey control.
 CG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1050.See file dsdata.txt to determine how the superseded data were derived.
 CG1050
 CG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1438306747(NAD 83)
 CG1050_MARKER: DS = TRIANGULATION STATION DISK
 CG1050_SETTING: 66 = SET IN ROCK OUTCROP
 CG1050
 CG1050  HISTORY     - Date     Condition        Report By
 CG1050  HISTORY     - 1935     MONUMENTED       CGS
 CG1050  HISTORY     - 1957     GOOD             USGS
 CG1050
 CG1050                          STATION DESCRIPTION
 CG1050
 CG1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1050'ON OLD BALDY OR SANTA RITA PEAK, A HIGH PEAK NEAR THE SOUTH END
 CG1050'OF THE SANTA RITA RANGE, ABOUT 25.0 MILES SOUTH OF TUCSON, 11.0
 CG1050'MILES NORTHWEST OF CRITTENDEN, AND 12.0 MILES NORTHWEST OF
 CG1050'PATAGONIA, TOWNS ON THE SOUTHERN PACIFIC RAILROAD.  MARKED BY
 CG1050'A STANDARD BRONZE DISK. REFERENCE MARK
 CG1050'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 6.190
 CG1050'METERS (20.31 FEET) FROM STATION S 11 DEG 57 MIN E.
 CG1050'BALDY LOOKOUT HOUSE, CENTER IS 22.9 METERS (75 FEET) FROM
 CG1050'STATION N 35 DEG 31 MIN E.
 CG1050
 CG1050                          STATION RECOVERY (1957)
 CG1050
 CG1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1050'STATION RECOVERED IN GOOD CONDITION.  ATTENTION CALLED TO POINT
 CG1050'OUT THAT STAMPING DOES NOT AGREE WITH DESIGNATION, ESPECIALLY SINCE
 CG1050'THERE WAS AN OLDER USGS STATION BALDY ON THIS SAME TOP.
 CG1050'
 CG1050'REFERENCE MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1051 ***********************************************************************
 CG1051  DESIGNATION -  BALDY LOOKOUT HOUSE CEN
 CG1051  PID         -  CG1051
 CG1051  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1051  USGS QUAD   -  MT WRIGHTSON (1981)
 CG1051
 CG1051                         *CURRENT SURVEY CONTROL
 CG1051  ___________________________________________________________________
 CG1051* NAD 83(1992)-  31 41 46.08396(N)    110 50 53.10069(W)     ADJUSTED  
 CG1051* NAVD 88     -      2882.     (meters)    9455.     (feet)  SCALED    
 CG1051  ___________________________________________________________________
 CG1051  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 CG1051  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CG1051  HORZ ORDER  -  THIRD
 CG1051
 CG1051.The horizontal coordinates were established by classical geodetic methods
 CG1051.and adjusted by the National Geodetic Survey in August 1993.
 CG1051
 CG1051.The orthometric height was scaled from a topographic map.
 CG1051
 CG1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1051
 CG1051.The geoid height was determined by GEOID03.
 CG1051
 CG1051;                    North         East     Units Scale Factor Converg.
 CG1051;SPC AZ C     -    77,672.867   314,657.886   MT  1.00002652   +0 33 41.4
 CG1051;SPC AZ C     -   254,832.24  1,032,342.15   iFT  1.00002652   +0 33 41.4
 CG1051;UTM  12      - 3,506,765.322   514,396.452   MT  0.99960256   +0 04 47.3
 CG1051
 CG1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1051!SPC AZ C     -   0.99955215  x   1.00002652  =   0.99957865
 CG1051!UTM  12      -   0.99955215  x   0.99960256  =   0.99915488
 CG1051
 CG1051                          SUPERSEDED SURVEY CONTROL
 CG1051
 CG1051  NAD 83(1986)-  31 41 46.07506(N)    110 50 53.09484(W) AD(       ) 4
 CG1051  NAD 27      -  31 41 45.75900(N)    110 50 50.78100(W) AD(       ) 3
 CG1051
 CG1051.Superseded values are not recommended for survey control.
 CG1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1051.See file dsdata.txt to determine how the superseded data were derived.
 CG1051
 CG1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1439606765(NAD 83)
 CG1051
 CG1051  HISTORY     - Date     Condition        Report By
 CG1051  HISTORY     - 1935     MONUMENTED       CGS
 CG1051  HISTORY     - 1949     GOOD             LOCENG
 CG1051
 CG1051                          STATION DESCRIPTION
 CG1051
 CG1051'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FHT)
 CG1051'STATION RECOVERED BY F.H. TREGO HOLLYWOOD, CALIFORNIA
 CG1051'
 CG1051'THE RANGER CABIN HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1100 ***********************************************************************
 CG1100  DESIGNATION -  BALDY PEAK
 CG1100  PID         -  CG1100
 CG1100  STATE/COUNTY-  AZ/PIMA
 CG1100  USGS QUAD   -  PENITAS HILLS (1979)
 CG1100
 CG1100                         *CURRENT SURVEY CONTROL
 CG1100  ___________________________________________________________________
 CG1100* NAD 83(1992)-  31 50 44.77107(N)    111 20 07.13569(W)     ADJUSTED  
 CG1100* NAVD 88     -      1257.     (meters)    4124.     (feet)  SCALED    
 CG1100  ___________________________________________________________________
 CG1100  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 CG1100  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CG1100  HORZ ORDER  -  SECOND
 CG1100
 CG1100.The horizontal coordinates were established by classical geodetic methods
 CG1100.and adjusted by the National Geodetic Survey in August 1993.
 CG1100
 CG1100.The orthometric height was scaled from a topographic map.
 CG1100
 CG1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1100
 CG1100.The geoid height was determined by GEOID03.
 CG1100
 CG1100;                    North         East     Units Scale Factor Converg.
 CG1100;SPC AZ C     -    93,914.123   268,380.376   MT  0.99993732   +0 18 24.3
 CG1100;SPC AZ C     -   308,117.20    880,513.04   iFT  0.99993732   +0 18 24.3
 CG1100;UTM  12      - 3,523,389.623   468,274.679   MT  0.99961241   -0 10 36.9
 CG1100
 CG1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1100!SPC AZ C     -   0.99980738  x   0.99993732  =   0.99974472
 CG1100!UTM  12      -   0.99980738  x   0.99961241  =   0.99941987
 CG1100
 CG1100:                Primary Azimuth Mark                     Grid Az
 CG1100:SPC AZ C     -  BALDY PEAK AZ MK                         183 30 50.7
 CG1100:UTM  12      -  BALDY PEAK AZ MK                         183 59 51.9
 CG1100
 CG1100|---------------------------------------------------------------------|
 CG1100| PID    Reference Object                     Distance      Geod. Az  |
 CG1100|                                                           dddmmss.s |
 CG1100| CH4268 BALDY PEAK AZ MK                                   1834915.0 |
 CG1100| CH4269 BALDY PEAK RM 1                       7.105 METERS 24428     |
 CG1100| CG1103 PALO ALTO RANCH WELL                APPROX. 7.2 KM 3051954.8 |
 CG1100| CH4270 BALDY PEAK RM 2                       5.593 METERS 32457     |
 CG1100|---------------------------------------------------------------------|
 CG1100
 CG1100                          SUPERSEDED SURVEY CONTROL
 CG1100
 CG1100  NAD 83(1986)-  31 50 44.76412(N)    111 20 07.13185(W) AD(       ) 2
 CG1100  NAD 27      -  31 50 44.46300(N)    111 20 04.77400(W) AD(       ) 2
 CG1100
 CG1100.Superseded values are not recommended for survey control.
 CG1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1100.See file dsdata.txt to determine how the superseded data were derived.
 CG1100
 CG1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA6827523390(NAD 83)
 CG1100_MARKER: DS = TRIANGULATION STATION DISK
 CG1100_SETTING: 66 = SET IN ROCK OUTCROP
 CG1100
 CG1100  HISTORY     - Date     Condition        Report By
 CG1100  HISTORY     - 1936     MONUMENTED       CGS
 CG1100  HISTORY     - 1962     GOOD             CGS
 CG1100
 CG1100                          STATION DESCRIPTION
 CG1100
 CG1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1100'ON THE SUMMIT OF A PROMINENT, LONE PEAK, KNOWN AS BALDY PEAK,
 CG1100'LYING ABOUT 7 MILES NORTHWEST OF THE MAIN RANGE OF MOUNTAINS,
 CG1100'ABOUT 5 MILES SOUTHEAST OF THE PALO ALTO GUEST RANCH, 4 MILES
 CG1100'EAST OF THE ROAD LEADING SOUTH PAST PALO ALTO RANCH, AND ABOUT
 CG1100'2 MILES NORTHWEST OF A PROMINENT DOUBLE PEAK WHICH IS SOMEWHAT
 CG1100'HIGHER, ON THE HIGHEST PART OF THE BARE SUMMIT, ABOUT 20 FEET
 CG1100'EAST OF THE SHARP DECLIVITY AT ITS WEST EDGE, SET IN AN OUTCROP
 CG1100'OF LEDGE ROCK IN A JUMBLED MASS OF SMALL BOULDERS.  MARK IS A
 CG1100'BRONZE DISK. REFERENCE MARK NO. 1, A
 CG1100'STANDARD BRONZE REFERENCE DISK, IS SOUTH OF THE
 CG1100'STATION, SET IN A LEDGE A FEW FEET LOWER THAN THE STATION
 CG1100'AND IS 7.120 METERS (23.36 FEET) FROM STATION S 64 DEG 31 MIN W
 CG1100'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1100'IS WEST OF THE STATION, SET IN THE BEDROCK AT THE WEST
 CG1100'EDGE OF THE SUMMIT AND IS 5.600 METERS (18.37 FEET) FROM
 CG1100'STATION N 35 DEG 03 MIN W. THE AZIMUTH MARK, A
 CG1100'STANDARD BRONZE DISK, IS SET IN BEDROCK FLUSH WITH THE
 CG1100'GROUND.  IT IS DOWN THE LONG SLOPE FROM THE SUMMIT OF THE
 CG1100'PEAK AND ON THE NORTHEAST SIDE OF AN EASILY DISTINGUISHABLE
 CG1100'SUMMIT WHERE THE SLOPE BREAKS TO THE SOUTHEAST.  AZIMUTH MARK
 CG1100'IS ABOUT 0.2 MILE FROM STATION S 03 DEG 48 MIN W.
 CG1100
 CG1100                          STATION RECOVERY (1962)
 CG1100
 CG1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG1100'STATION RECOVERED USING RECONNAISSANCE DESCRIPTION WITH ALL MARKS
 CG1100'IN GOOD CONDITION.  REFERENCE MARK NUMBER TWO AND THE AZIMUTH MARK
 CG1100'FOUND NOT STAMPED ACCORDING TO SPECIFICATIONS.  A MORE DETAILED
 CG1100'DESCRIPTION FOLLOWS--
 CG1100'
 CG1100'THE STATION IS LOCATED ABOUT 32 MILES SOUTHWEST OF TUCSON, 17
 CG1100'MILES SOUTHEAST OF KITT PEAK OBSERVATORY, AND 3-1/2 MILES EAST
 CG1100'OF STATE HIGHWAY 86, ON THE HIGHEST PEAK AT THE WEST END OF THE
 CG1100'BLACK HILLS LYING JUST NORTH OF CERRO PRIETO WASH.  THERE IS A
 CG1100'HIGHER PEAK ABOUT 2 MILES SOUTHEAST AND A SMALL LONE HILL ABOUT 1
 CG1100'MILE WEST.
 CG1100'
 CG1100'TO REACH FROM THE STORE AND FILLING STATION AT ROBLES JUNCTION
 CG1100'(THE JUNCTION OF STATE HIGHWAYS 86 AND 286) LOCATED 22 MILES
 CG1100'WEST-SOUTHWEST OF TUCSON, GO SOUTH 13.9 MILES ON STATE HIGHWAY
 CG1100'286 TO THE ENTRANCE TO PALO ALTO RANCH ON THE RIGHT.  CONTINUE
 CG1100'SOUTH 2.2 MILES TO A TRACK ROAD ON THE LEFT JUST AFTER CROSSING
 CG1100'A DRY WASH.  TURN LEFT AND GO EASTERLY 0.5 MILE TO A FORK.  TAKE
 CG1100'THE LEFT FORK AND CONTINUE EAST 1.3 MILES TO A GATE AND
 CG1100'RESERVOIR TANK.  PROCEED THROUGH THE GATE AND ON THE LEFT FORK
 CG1100'AROUND THE NORTH SIDE OF THE TANK 0.1 MILE TO ANOTHER GATE.
 CG1100'CONTINUE EAST-SOUTHEAST 1.2 MILES TO A GATE.  PASS
 CG1100'THROUGH AND GO 0.7 MILE TO THE SOUTH BASE OF THE EAST RIDGE
 CG1100'OF THE MOUNTAIN AND END OF TRUCK TRAVEL.  PACK NORTH UP THE
 CG1100'EAST RIDGE TO A 3-FOOT CAIRN ON THE CREST ABOUT 200 FEET BELOW
 CG1100'THE SUMMIT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE TO THE
 CG1100'SUMMIT AND THE STATION FOR A PACKING TIME OF 1 HOUR 15
 CG1100'MINUTES IN ALL.
 CG1100'
 CG1100'THE STATION MARK IS A STANDARD DISK STAMPED BALDY PK 1936 CEMENTED
 CG1100'IN A DRILL HOLE IN A BURIED BOULDER 3 FEET BY 2 FEET EXPOSED,
 CG1100'FLUSH WITH THE GROUND.
 CG1100'
 CG1100'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BALDY PK
 CG1100'NO 1 1936 CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET BY 4 FEET
 CG1100'PROJECTING 2-1/2 FEET ON ITS WEST SIDE AND ABOUT 2 FEET LOWER THAN
 CG1100'THE STATION.
 CG1100'
 CG1100'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BALDY PK
 CG1100'1936 CEMENTED IN A DRILL HOLE IN A BOULDER 4 FEET BY 5 FEET
 CG1100'PROJECTING 3 FEET ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS
 CG1100'AT THE TOP OF THE STEEP NORTH SLOPE OF THE MOUNTAIN.
 CG1100'
 CG1100'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALDY PK 1936 CEMENTED
 CG1100'IN A DRILL HOLE IN A BURIED BOULDER 3 FEET SQUARE PROJECTING
 CG1100'2-1/2 FEET ON ITS EAST SIDE AND FLUSH ON ITS WEST SIDE.  IT IS
 CG1100'ABOUT 10 FEET BELOW THE CREST OF THE RIDGE ON THE EAST SIDE, 1 FOOT
 CG1100'NORTH OF A 1-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0924 ***********************************************************************
 DU0924  DESIGNATION -  BALZ AZ MK
 DU0924  PID         -  DU0924
 DU0924  STATE/COUNTY-  AZ/MARICOPA
 DU0924  USGS QUAD   -  MESA (1982)
 DU0924
 DU0924                         *CURRENT SURVEY CONTROL
 DU0924  ___________________________________________________________________
 DU0924* NAD 83(1986)-  33 27 53.     (N)    111 52 00.     (W)     SCALED    
 DU0924* NAVD 88     -       372.47   (+/-2cm)    1222.0    (feet)  VERTCON   
 DU0924  ___________________________________________________________________
 DU0924  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0924
 DU0924.The horizontal coordinates were scaled from a topographic map and have
 DU0924.an estimated accuracy of +/- 6 seconds.
 DU0924
 DU0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0924.The vertical order pertains to the NGVD 29 superseded value.
 DU0924
 DU0924.The geoid height was determined by GEOID03.
 DU0924
 DU0924;                    North         East    Units  Estimated Accuracy
 DU0924;SPC AZ C     -   273,290.      218,010.      MT  (+/- 180 meters Scaled)
 DU0924
 DU0924                          SUPERSEDED SURVEY CONTROL
 DU0924
 DU0924  NGVD 29 (??/??/92)  371.895  (m)         1220.13   (f) ADJ UNCH    2 0
 DU0924
 DU0924.Superseded values are not recommended for survey control.
 DU0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0924.See file dsdata.txt to determine how the superseded data were derived.
 DU0924
 DU0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC194031(NAD 83)
 DU0924_MARKER: DZ = AZIMUTH MARK DISK
 DU0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0924_SP_SET: CONTROL BOX
 DU0924_STAMPING: BALZ 1963
 DU0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0924
 DU0924  HISTORY     - Date     Condition        Report By
 DU0924  HISTORY     - 1963     MONUMENTED       CGS
 DU0924  HISTORY     - 1971     GOOD             NGS
 DU0924  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0924
 DU0924                          STATION DESCRIPTION
 DU0924
 DU0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0924'3.5 MI E FROM SCOTTSDALE.
 DU0924'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0924'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE TO AGENCY ROAD AND THE
 DU0924'MARK IN THE SOUTHWEST INTERSECTION.  48 FEET SOUTH OF THE CENTER OF
 DU0924'EAST MCDOWELL ROAD, 33 FEET WEST OF THE CENTER OF AGENCY ROAD. THE
 DU0924'MARK IS SET IN THE TOP OF THE CONCRETE HEADWALL OF AN IRRIGATION
 DU0924'CONTROL BOX.
 DU0924
 DU0924                          STATION RECOVERY (2006)
 DU0924
 DU0924'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0924'THE REMAINS OF AN OLD IRRIGATION CONTROL BOX WERE FOUND AT THE
 DU0924'DESCRIBED LOCATION, BUT THERE WAS NO MARK ON WHAT WAS LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0922 ***********************************************************************
 DU0922  DESIGNATION -  BALZ RESET
 DU0922  PID         -  DU0922
 DU0922  STATE/COUNTY-  AZ/MARICOPA
 DU0922  USGS QUAD   -  MESA (1982)
 DU0922
 DU0922                         *CURRENT SURVEY CONTROL
 DU0922  ___________________________________________________________________
 DU0922* NAD 83(1992)-  33 27 36.87536(N)    111 51 57.15092(W)     ADJUSTED  
 DU0922* NAVD 88     -       367.94   (+/-2cm)    1207.1    (feet)  VERTCON   
 DU0922  ___________________________________________________________________
 DU0922  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DU0922  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0922  HORZ ORDER  -  SECOND
 DU0922  VERT ORDER  -  THIRD (See Below)
 DU0922
 DU0922.The horizontal coordinates were established by classical geodetic methods
 DU0922.and adjusted by the National Geodetic Survey in August 1993.
 DU0922
 DU0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0922.The vertical order pertains to the NGVD 29 superseded value.
 DU0922
 DU0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0922
 DU0922.The geoid height was determined by GEOID03.
 DU0922
 DU0922;                    North         East     Units Scale Factor Converg.
 DU0922;SPC AZ C     -   272,792.498   218,081.352   MT  0.99990027   +0 01 40.8
 DU0922;SPC AZ C     -   894,988.51    715,490.00   iFT  0.99990027   +0 01 40.8
 DU0922;UTM  12      - 3,702,646.679   419,534.895   MT  0.99967982   -0 28 38.8
 DU0922
 DU0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0922!SPC AZ C     -   0.99994690  x   0.99990027  =   0.99984718
 DU0922!UTM  12      -   0.99994690  x   0.99967982  =   0.99962674
 DU0922
 DU0922|---------------------------------------------------------------------|
 DU0922| PID    Reference Object                     Distance      Geod. Az  |
 DU0922|                                                           dddmmss.s |
 DU0922| DU0923 BALZ RM 1                            13.207 METERS 00010     |
 DU0922| DU2149 MESA MUNICIPAL TANK 2               APPROX. 5.4 KM 1425445.4 |
 DU0922| DU2150 MESA MUNICIPAL TANK 1               APPROX. 5.5 KM 1431550.7 |
 DU0922| DU0920 BALZ RM 2                            13.325 METERS 17939     |
 DU0922| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 7.2 KM 2545550.8 |
 DU0922| DU0925 BALZ RM 3                            24.455 METERS 31721     |
 DU0922| DU0924 BALZ AZ MK                                         3585110.7 |
 DU0922| CH6154 T1N R5E SEC 5 1/4 COR                              3594721.5 |
 DU0922|---------------------------------------------------------------------|
 DU0922
 DU0922                          SUPERSEDED SURVEY CONTROL
 DU0922
 DU0922  NAD 83(1986)-  33 27 36.86976(N)    111 51 57.15498(W) AD(       ) 2
 DU0922  NAD 27      -  33 27 36.70840(N)    111 51 54.63070(W) AD(       ) 2
 DU0922  NGVD 29 (03/28/06)  367.36   (m)         1205.2    (f) RESET       3  
 DU0922
 DU0922.Superseded values are not recommended for survey control.
 DU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0922.See file dsdata.txt to determine how the superseded data were derived.
 DU0922
 DU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1953502647(NAD 83)
 DU0922_MARKER: DS = TRIANGULATION STATION DISK
 DU0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0922_STAMPING: BALZ 1963 1971
 DU0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0922+STABILITY: SURFACE MOTION
 DU0922
 DU0922  HISTORY     - Date     Condition        Report By
 DU0922  HISTORY     - 1963     MONUMENTED       CGS
 DU0922  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DU0922  HISTORY     - 1971     GOOD             NGS
 DU0922  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0922
 DU0922                          STATION DESCRIPTION
 DU0922
 DU0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0922'THE STATION IS LOCATED ALONG THE EAST SIDE OF A NORTH AND SOUTH
 DU0922'GRAVELED ROAD, 0.4 MILE SOUTH OF EAST MC DOWELL ROAD, 3.2 MILES
 DU0922'NORTH-NORTHWEST OF MESA, 4.2 MILES SOUTHEAST OF SCOTTSDALE AND ON
 DU0922'ROAD RIGHT-OF-WAY.
 DU0922'
 DU0922'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE ROAD AND
 DU0922'EAST MC DOWELL ROAD, GO EAST ON EAST MC DOWELL ROAD FOR 3.5 MILES
 DU0922'TO A CROSSROAD AND THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST
 DU0922'CORNER OF THE INTERSECTION AND THE 1/4 SECTION MARK IS LOCATED IN
 DU0922'THE CENTER OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON THE
 DU0922'GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 DU0922'DESCRIBED.
 DU0922'
 DU0922'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BALZ 1963, SET
 DU0922'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH ABOVE
 DU0922'THE GROUND SURFACE.  IT IS 3.0 FEET WEST OF A NORTH AND SOUTH
 DU0922'FENCE LINE, 3.8 FEET NORTHWEST OF A STANDARD METAL WITNESS POST
 DU0922'AND MARKER AND 28.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 DU0922'GRAVELED ROAD.
 DU0922'
 DU0922'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BALZ NO 1 1963, SET IN
 DU0922'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 DU0922'SURFACE.  IT IS 3.5 FEET WEST OF THE NORTH AND SOUTH FENCE LINE,
 DU0922'28.5 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 DU0922'46.7 FEET NORTH OF THE WITNESS POST.
 DU0922'
 DU0922'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BALZ NO 2 1963, SET IN
 DU0922'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE
 DU0922'THE GROUND SURFACE.  IT IS 3.0 FEET WEST OF THE NORTH AND SOUTH
 DU0922'FENCE LINE, 28.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 DU0922'GRAVELED ROAD AND 40.3 FEET SOUTH OF THE WITNESS POST.
 DU0922'
 DU0922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALZ 1963, CEMENTED
 DU0922'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN IRRIGATION DITCH
 DU0922'CONTROL BOX WHICH PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT IS
 DU0922'2.7 FEET NORTH OF A FENCE LINE, 11.0 FEET WEST-NORTHWEST OF A
 DU0922'FENCE CORNER, 20.5 FEET SOUTHWEST OF A POWERLINE POLE, 31.0 FEET
 DU0922'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 51.0
 DU0922'FEET SOUTH OF THE CENTERLINE OF EAST MC DOWELL ROAD.
 DU0922'
 DU0922'THE 1/4 SECTION MARK IS LOCATED IN THE CENTER OF THE INTERSECTION
 DU0922'ABOUT 60.0 FEET NORTH-NORTHEAST OF THE AZIMUTH MARK.  IT IS A 5/8
 DU0922'INCH ROD SET IN CONCRETE LOCATED ABOUT 6 INCHES BELOW THE ROAD
 DU0922'SURFACE IN A 10-INCH HAND HOLE WITH A STEEL LID.
 DU0922'
 DU0922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0922
 DU0922                          STATION RECOVERY (1971)
 DU0922
 DU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0922'THE UNDERGROUND STATION MARK, THE AZIMUTH MARK AND REFERENCE
 DU0922'MARK 1 WERE RECOVERED.  THE AZIMUTH MARK WAS REPAIRED IN PLACE,
 DU0922'REFERENCE MARK 1 HAS BEEN STRUCK BY MACHINERY BUT APPEARS TO BE
 DU0922'IN GOOD CONDITION.  A NEW STATION MARK AND REFERENCE MARK 3 WERE
 DU0922'ESTABLISHED AT THIS TIME.  DUE TO THE OVERLAPPING OF FARM WORK
 DU0922'AND ROAD MAINTENANCE OVER THE STATION MARK AND REFERENCE MRAK 1 A
 DU0922'REFERENCE MARK 3 RECOVERY POINT WAS ESTABLISHED.
 DU0922'
 DU0922'THE STATION MARK IS A STANDARD DISK STAMPED, BALZ 1963 1971.  IT IS
 DU0922'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT 1
 DU0922'FOOT BELOW THE GROUND SURFACE AT THE TOP OF THE GRADER DITCH.  IT
 DU0922'IS 25 FEET EAST OF THE CENTER OF AGENCY ROAD AND 1 FOOT WEST OF
 DU0922'THE WITNESS POST AND SIGN.
 DU0922'
 DU0922'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BALZ NO 1 1963.  IT IS
 DU0922'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DU0922'FLUSH WITH THE GROUND SURFACE.  IT IS SET AT THE TOP OF THE EAST
 DU0922'GRADER DITCH, 24 FEET EAST OF THE CENTER OF AGENCY ROAD AND 43
 DU0922'1/2 FEET NORTH OF THE WITNESS POST.
 DU0922'
 DU0922'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BALZ NO 3 1963 1971.
 DU0922'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0922'1 INCH.  IT IS 40 FEET WEST OF THE CENTER OF AGENCY ROAD, 18 FEET
 DU0922'EAST OF THE SOUTHEASTERLY MOST OF SEVERAL TREES AND 1 FOOT EAST
 DU0922'OF A WITNESS POST AND SIGN.
 DU0922'
 DU0922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BALZ 1963.  IT IS SET
 DU0922'IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL IN THE SOUTHWEST
 DU0922'INTERSECTION OF EAST MC DOWELL ROAD AND AGENCY ROAD.
 DU0922'
 DU0922'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE ROAD AND
 DU0922'EAST MC DOWELL ROAD IN SCOTTSDALE, GO EAST ALONG EAST MC DOWELL
 DU0922'ROAD FOR 3-1/2 MILES TO AGENCY ROAD AND THE AZIMUTH MARK ON THE
 DU0922'RIGHT.  TURN RIGHT AND GO SOUTH ALONG AGENCY ROAD FOR 0.4 MILE
 DU0922'TO THE STATION ON THE LEFT.
 DU0922'
 DU0922'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0922'
 DU0922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES
 DU0922'NORTH-NORTHWEST OF MESA
 DU0922
 DU0922                          STATION RECOVERY (1971)
 DU0922
 DU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU0922'3.9 MI SE FROM SCOTTSDALE.
 DU0922'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0922'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0922'ALONG AGENCY ROAD TO THE MARK ON THE LEFT.  106 1/2 FEET SOUTHEAST OF
 DU0922'REFERENCE MARK 3, 43 1/2 FEET SOUTH OF REFERENCE MARK 1, 25 FEET EAST
 DU0922'OF THE CENTER OF AGENCY ROAD AND 1 FOOT WEST OF THE WITNESS POST. THE
 DU0922'MARK IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 1 FOOT
 DU0922'BELOW THE GROUND SURFACE AT THE TOP OF THE GRADER DITCH.
 DU0922
 DU0922                          STATION RECOVERY (2006)
 DU0922
 DU0922'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0922'MARK NOT RECOVERED. THE ROAD HAS BEEN WIDENED, PAVED, AND THE
 DU0922'SHOULDERS RE-GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0923 ***********************************************************************
 DU0923  DESIGNATION -  BALZ RM 1
 DU0923  PID         -  DU0923
 DU0923  STATE/COUNTY-  AZ/MARICOPA
 DU0923  USGS QUAD   -  MESA (1982)
 DU0923
 DU0923                         *CURRENT SURVEY CONTROL
 DU0923  ___________________________________________________________________
 DU0923* NAD 83(1986)-  33 27 36.     (N)    111 51 57.     (W)     SCALED    
 DU0923* NAVD 88     -       368.11   (+/-2cm)    1207.7    (feet)  VERTCON   
 DU0923  ___________________________________________________________________
 DU0923  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0923
 DU0923.The horizontal coordinates were scaled from a topographic map and have
 DU0923.an estimated accuracy of +/- 6 seconds.
 DU0923
 DU0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0923.The vertical order pertains to the NGVD 29 superseded value.
 DU0923
 DU0923.The geoid height was determined by GEOID03.
 DU0923
 DU0923;                    North         East    Units  Estimated Accuracy
 DU0923;SPC AZ C     -   272,770.      218,090.      MT  (+/- 180 meters Scaled)
 DU0923
 DU0923                          SUPERSEDED SURVEY CONTROL
 DU0923
 DU0923  NGVD 29 (??/??/92)  367.530  (m)         1205.80   (f) ADJ UNCH    2 0
 DU0923
 DU0923.Superseded values are not recommended for survey control.
 DU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0923.See file dsdata.txt to determine how the superseded data were derived.
 DU0923
 DU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC195026(NAD 83)
 DU0923_MARKER: DR = REFERENCE MARK DISK
 DU0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0923_STAMPING: BALZ NO 1 1963
 DU0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0923+STABILITY: SURFACE MOTION
 DU0923
 DU0923  HISTORY     - Date     Condition        Report By
 DU0923  HISTORY     - 1963     MONUMENTED       CGS
 DU0923  HISTORY     - 1971     GOOD             NGS
 DU0923  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0923
 DU0923                          STATION DESCRIPTION
 DU0923
 DU0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0923'3.9 MI SE FROM SCOTTSDALE.
 DU0923'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0923'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0923'ALONG AGENCY ROAD TO THE MARK ON THE LEFT.  43.3 FEET NORTH OF THE
 DU0923'STATION, 43 1/2 FEET NORTH OF THE WITNESS POST, 80.2 FEET SOUTHEAST OF
 DU0923'REFERENCE MARK 3 AND 24 FEET EAST OF THE CENTER OF AGENCY ROAD. THE
 DU0923'ROAD MARK IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 DU0923'ABOUT FLUSH WITH THE GROUND SURFACE.
 DU0923
 DU0923                          STATION RECOVERY (2006)
 DU0923
 DU0923'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0923'MARK NOT RECOVERED. THE ROAD HAS BEEN WIDENED, PAVED, AND THE
 DU0923'SHOULDERS RE-GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0925 ***********************************************************************
 DU0925  DESIGNATION -  BALZ RM 3
 DU0925  PID         -  DU0925
 DU0925  STATE/COUNTY-  AZ/MARICOPA
 DU0925  USGS QUAD   -  MESA (1982)
 DU0925
 DU0925                         *CURRENT SURVEY CONTROL
 DU0925  ___________________________________________________________________
 DU0925* NAD 83(1986)-  33 27 36.     (N)    111 51 57.     (W)     SCALED    
 DU0925* NAVD 88     -       367.55   (+/-2cm)    1205.9    (feet)  VERTCON   
 DU0925  ___________________________________________________________________
 DU0925  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0925  VERT ORDER  -  THIRD (See Below)
 DU0925
 DU0925.The horizontal coordinates were scaled from a topographic map and have
 DU0925.an estimated accuracy of +/- 6 seconds.
 DU0925
 DU0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0925.The vertical order pertains to the NGVD 29 superseded value.
 DU0925
 DU0925.The geoid height was determined by GEOID03.
 DU0925
 DU0925;                    North         East    Units  Estimated Accuracy
 DU0925;SPC AZ C     -   272,770.      218,090.      MT  (+/- 180 meters Scaled)
 DU0925
 DU0925                          SUPERSEDED SURVEY CONTROL
 DU0925
 DU0925  NGVD 29 (??/??/??)  366.97   (m)         1204.0    (f) RESET       3  
 DU0925
 DU0925.Superseded values are not recommended for survey control.
 DU0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0925.See file dsdata.txt to determine how the superseded data were derived.
 DU0925
 DU0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC195026(NAD 83)
 DU0925_MARKER: DR = REFERENCE MARK DISK
 DU0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0925_STAMPING: BALZ NO 3 1963 1971
 DU0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0925+STABILITY: SURFACE MOTION
 DU0925
 DU0925  HISTORY     - Date     Condition        Report By
 DU0925  HISTORY     - 1971     MONUMENTED       NGS
 DU0925  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0925
 DU0925                          STATION DESCRIPTION
 DU0925
 DU0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0925'3.9 MI SE FROM SCOTTSDALE.
 DU0925'3.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0925'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0925'ALONG AGENCY ROAD TO THE MARK ON THE RIGHT.  106 1/2 FEET NORTHWEST OF
 DU0925'THE STATION, 80.2 FEET WEST OF REFERENCE MARK 1, 40 FEET WEST OF THE
 DU0925'CENTER OF AGENCY ROAD AND 18 FEET EAST OF THE SOUTHEASTERLY MOST OF
 DU0925'SEVERAL TREES.  THE MARK IS SET IN THE TOP OF A 12 INCH CONCRETE
 DU0925'MONUMENT WHICH PROJECTS 1 INCH.  THE MARK IS 1 FOOT EAST OF A WITNESS
 DU0925'POST AND SIGN.
 DU0925
 DU0925                          STATION RECOVERY (2006)
 DU0925
 DU0925'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0925'MARK NOT RECOVERED. THE ROAD HAS BEEN WIDENED, PAVED, AND THE
 DU0925'SHOULDERS RE-GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0510 ***********************************************************************
 ER0510  DESIGNATION -  BAN
 ER0510  PID         -  ER0510
 ER0510  STATE/COUNTY-  AZ/APACHE
 ER0510  USGS QUAD   -  VERNON (1971)
 ER0510
 ER0510                         *CURRENT SURVEY CONTROL
 ER0510  ___________________________________________________________________
 ER0510* NAD 83(1992)-  34 16 11.38495(N)    109 43 42.26946(W)     ADJUSTED  
 ER0510* NAVD 88     -      2114.0    (meters)    6936.     (feet)  VERTCON   
 ER0510  ___________________________________________________________________
 ER0510  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 ER0510  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 ER0510  HORZ ORDER  -  SECOND
 ER0510
 ER0510.The horizontal coordinates were established by classical geodetic methods
 ER0510.and adjusted by the National Geodetic Survey in August 1993.
 ER0510
 ER0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0510
 ER0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0510
 ER0510.The geoid height was determined by GEOID03.
 ER0510
 ER0510;                    North         East     Units Scale Factor Converg.
 ER0510;SPC AZ E     -   362,668.519   253,716.056   MT  0.99992007   +0 14 48.4
 ER0510;SPC AZ E     - 1,189,857.35    832,401.76   iFT  0.99992007   +0 14 48.4
 ER0510;UTM  12      - 3,792,806.273   617,059.693   MT  0.99976891   +0 42 58.0
 ER0510
 ER0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0510!SPC AZ E     -   0.99967188  x   0.99992007  =   0.99959197
 ER0510!UTM  12      -   0.99967188  x   0.99976891  =   0.99944086
 ER0510
 ER0510:                Primary Azimuth Mark                     Grid Az
 ER0510:SPC AZ E     -  OJO                                      084 44 40.1
 ER0510:UTM  12      -  OJO                                      084 16 30.5
 ER0510
 ER0510|---------------------------------------------------------------------|
 ER0510| PID    Reference Object                     Distance      Geod. Az  |
 ER0510|                                                           dddmmss.s |
 ER0510| ER0508 OJO                                 APPROX. 3.3 KM 0845928.5 |
 ER0510| CD1547 BAN RM 1                             10.561 METERS 08938     |
 ER0510| CD1548 BAN RM 2                             10.538 METERS 26814     |
 ER0510|---------------------------------------------------------------------|
 ER0510
 ER0510                          SUPERSEDED SURVEY CONTROL
 ER0510
 ER0510  NAD 83(1986)-  34 16 11.38247(N)    109 43 42.27683(W) AD(       ) 2
 ER0510  NAD 27      -  34 16 11.22950(N)    109 43 39.91312(W) AD(       ) 2
 ER0510  NGVD 29 (07/19/86) 2113.1    (m)         6933.     (f) VERT ANG    3  
 ER0510
 ER0510.Superseded values are not recommended for survey control.
 ER0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0510.See file dsdata.txt to determine how the superseded data were derived.
 ER0510
 ER0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1706092806(NAD 83)
 ER0510_MARKER: DD = SURVEY DISK
 ER0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0510+STABILITY: SURFACE MOTION
 ER0510
 ER0510  HISTORY     - Date     Condition        Report By
 ER0510  HISTORY     - 1979     MONUMENTED       AZDT
 ER0510  HISTORY     - 20050729 GOOD             USPSQD
 ER0510
 ER0510                          STATION DESCRIPTION
 ER0510
 ER0510'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0510'THE STATION IS LOCATED ABOUT 27 1/2 MILES WEST-NORTHWEST OF
 ER0510'SPRINGERVILLE, 2 MILES WEST OF THE ROAD TO VERNON ARIZONA.
 ER0510'
 ER0510'THE STATION MARK IS AN ADOT DISK STAMPED---BAN 1979---IT IS SET IN TOP
 ER0510'OF A 10 INCH CONCRETE MONUMENT.
 ER0510'
 ER0510'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BAN RM 1 1979---IT IS SET
 ER0510'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0510'
 ER0510'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BAN RM2 1979---IT IS SET IN
 ER0510'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0510'
 ER0510'TO REACH THE STATION FROM SPRINGERVILLE, TRAVEL NORTHWEST ALONG U.S.
 ER0510'HIGHWAY 60 ABAOUT 5 MILES TO INTERSECTION OF HIGHWAYS 60, 666 AND 180,
 ER0510'TRAVEL WEST ALONG U.S. 60 TO MILE POST 359.25 AND STATION ON LEFT, 77
 ER0510'FEET SOUTH OF CENTERLINE.
 ER0510
 ER0510                          STATION RECOVERY (2005)
 ER0510
 ER0510'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0510'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0888 ***********************************************************************
 ES0888  DESIGNATION -  BANK
 ES0888  PID         -  ES0888
 ES0888  STATE/COUNTY-  AZ/NAVAJO
 ES0888  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0888
 ES0888                         *CURRENT SURVEY CONTROL
 ES0888  ___________________________________________________________________
 ES0888* NAD 83(1992)-  34 21 10.48906(N)    110 41 56.04453(W)     ADJUSTED  
 ES0888* NAVD 88     -      2204.0    (meters)    7231.     (feet)  VERTCON   
 ES0888  ___________________________________________________________________
 ES0888  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 ES0888  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0888  HORZ ORDER  -  SECOND
 ES0888
 ES0888.The horizontal coordinates were established by classical geodetic methods
 ES0888.and adjusted by the National Geodetic Survey in August 1993.
 ES0888
 ES0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0888
 ES0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0888
 ES0888.The geoid height was determined by GEOID03.
 ES0888
 ES0888;                    North         East     Units Scale Factor Converg.
 ES0888;SPC AZ E     -   371,925.409   164,398.536   MT  0.99992954   -0 18 01.2
 ES0888;SPC AZ E     - 1,220,227.72    539,365.28   iFT  0.99992954   -0 18 01.2
 ES0888;SPC AZ C     -   372,468.939   325,387.493   MT  1.00005465   +0 41 14.1
 ES0888;SPC AZ C     - 1,222,010.95  1,067,544.27   iFT  1.00005465   +0 41 14.1
 ES0888;UTM  12      - 3,801,328.524   527,690.345   MT  0.99960945   +0 10 11.7
 ES0888
 ES0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0888!SPC AZ E     -   0.99965788  x   0.99992954  =   0.99958745
 ES0888!SPC AZ C     -   0.99965788  x   1.00005465  =   0.99971251
 ES0888!UTM  12      -   0.99965788  x   0.99960945  =   0.99926747
 ES0888
 ES0888|---------------------------------------------------------------------|
 ES0888| PID    Reference Object                     Distance      Geod. Az  |
 ES0888|                                                           dddmmss.s |
 ES0888| ES0901 FORK                                397.743 METERS 03730     |
 ES0888| ES0892 BROOK                               APPROX. 0.5 KM 2350414.7 |
 ES0888|---------------------------------------------------------------------|
 ES0888
 ES0888                          SUPERSEDED SURVEY CONTROL
 ES0888
 ES0888  NAD 83(1986)-  34 21 10.48304(N)    110 41 56.04933(W) AD(       ) 2
 ES0888  NGVD 29 (08/03/87) 2203.0    (m)         7228.     (f) VERT ANG    3  
 ES0888
 ES0888.Superseded values are not recommended for survey control.
 ES0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0888.See file dsdata.txt to determine how the superseded data were derived.
 ES0888
 ES0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2769001329(NAD 83)
 ES0888_MARKER: DS = TRIANGULATION STATION DISK
 ES0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0888+STABILITY: SURFACE MOTION
 ES0888
 ES0888  HISTORY     - Date     Condition        Report By
 ES0888  HISTORY     - 1984     MONUMENTED       AZDT
 ES0888  HISTORY     - 19971011 GOOD             USPSQD
 ES0888
 ES0888                          STATION DESCRIPTION
 ES0888
 ES0888'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0888'THE STATION IS LOCATED 8 MILE SOUTHWEST OF HEBER ALONG THE SOUTH SIDE
 ES0888'OF STATE ROUTE 260.
 ES0888'
 ES0888'THE STATION MARK IS AN AZDT DISK STAMPED---BANK 1984---.  IT IS SET IN
 ES0888'TOP OF A 10 INCH CONCRETE MONUMENT 54 FEET NORTHWEST OF THE RIGHT OF
 ES0888'WAY FENCE, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 4
 ES0888'FEET NORTHWEST OF THE WITNESS POST.
 ES0888'
 ES0888'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0888'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 9.3 MILES TO
 ES0888'MILE POST 294.6 AND THE STATION ON THE LEFT.
 ES0888
 ES0888                          STATION RECOVERY (1997)
 ES0888
 ES0888'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0230 ***********************************************************************
 DB0230  DESIGNATION -  BANK 2
 DB0230  PID         -  DB0230
 DB0230  STATE/COUNTY-  AZ/YUMA
 DB0230  USGS QUAD   -  YUMA EAST (1994)
 DB0230
 DB0230                         *CURRENT SURVEY CONTROL
 DB0230  ___________________________________________________________________
 DB0230* NAD 83(1992)-  32 40 37.61514(N)    114 32 04.44380(W)     ADJUSTED  
 DB0230* NAVD 88     -        66.00   (+/-2cm)     216.5    (feet)  VERTCON   
 DB0230  ___________________________________________________________________
 DB0230  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DB0230  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0230  HORZ ORDER  -  SECOND
 DB0230  VERT ORDER  -  THIRD (See Below)
 DB0230
 DB0230.The horizontal coordinates were established by classical geodetic methods
 DB0230.and adjusted by the National Geodetic Survey in August 1993.
 DB0230
 DB0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0230.The vertical order pertains to the NGVD 29 superseded value.
 DB0230
 DB0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0230
 DB0230.The geoid height was determined by GEOID03.
 DB0230
 DB0230;                    North         East     Units Scale Factor Converg.
 DB0230;SPC AZ W     -   186,224.907   139,777.668   MT  1.00000007   -0 25 25.0
 DB0230;SPC AZ W     -   610,974.10    458,588.15   iFT  1.00000007   -0 25 25.0
 DB0230;SPC CA 6     -   557,934.060 2,160,889.892   MT  1.00001937   +0 56 33.6
 DB0230;SPC CA 6     - 1,830,488.66  7,089,519.59   sFT  1.00001937   +0 56 33.6
 DB0230;UTM  11      - 3,618,179.193   731,175.608   MT  1.00025903   +1 19 54.1
 DB0230
 DB0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0230!SPC AZ W     -   0.99999495  x   1.00000007  =   0.99999502
 DB0230!SPC CA 6     -   0.99999495  x   1.00001937  =   1.00001432
 DB0230!UTM  11      -   0.99999495  x   1.00025903  =   1.00025398
 DB0230
 DB0230|---------------------------------------------------------------------|
 DB0230| PID    Reference Object                     Distance      Geod. Az  |
 DB0230|                                                           dddmmss.s |
 DB0230| DB0233 BANK RM 2 RESET                      23.019 METERS 05148     |
 DB0230| DB0231 BANK                                306.406 METERS 16707     |
 DB0230| DB0229 BANK 2 RM 4                          17.489 METERS 24711     |
 DB0230| CE9721 BANK AZ MK                                         2553843.3 |
 DB0230|---------------------------------------------------------------------|
 DB0230
 DB0230                          SUPERSEDED SURVEY CONTROL
 DB0230
 DB0230  NAD 83(1986)-  32 40 37.62437(N)    114 32 04.45294(W) AD(       ) 2
 DB0230  NAD 27      -  32 40 37.45693(N)    114 32 01.63510(W) AD(       ) 2
 DB0230  NGVD 29 (??/??/??)   65.34   (m)          214.4    (f) RESET       3  
 DB0230
 DB0230.Superseded values are not recommended for survey control.
 DB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0230.See file dsdata.txt to determine how the superseded data were derived.
 DB0230
 DB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3117618179(NAD 83)
 DB0230_MARKER: DE = TRAVERSE STATION DISK
 DB0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0230_STAMPING: BANK 2 RESET BM 1966
 DB0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0230+STABILITY: SURFACE MOTION
 DB0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0230+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 DB0230
 DB0230  HISTORY     - Date     Condition        Report By
 DB0230  HISTORY     - 1966     MONUMENTED       AZHD
 DB0230  HISTORY     - 1967     GOOD             NGS
 DB0230  HISTORY     - 1981     GOOD             NGS
 DB0230  HISTORY     - 20060407 GOOD             INDIV
 DB0230
 DB0230                          STATION DESCRIPTION
 DB0230
 DB0230'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DB0230'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF YUMA, 0.8
 DB0230'MILE WEST OF ARABY RAILROAD SIDING AND LOADING PENS, AND 80
 DB0230'FEET SOUTH OF EL PASO NATIONAL GAS LINE AND MAINTENANCE ROAD.
 DB0230'
 DB0230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DB0230'ARABY ROAD, 4 MILES SOUTH AND 6 MILES EAST OF YUMA, PROCEED
 DB0230'NORTH ON ARABY ROAD 0.65 MILE, 0.25 MILE NORTH OF ARABY SIDING
 DB0230'AND LOADING PENS, TURN LEFT, WEST, ALONG DIRT MAINTENANCE ROAD
 DB0230'FOR EL PASO GAS COMPANY LINE FOR 0.95 MILES, TURN LEFT, SOUTH,
 DB0230'PROCEED 80 FEET TO STATION SITE.
 DB0230'
 DB0230'THE MARK IS A STANDARD TRAVERSE MARK STAMPED BANK 2 RESET BM 1966
 DB0230'SET IN A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 DB0230'IT IS 5.1 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DB0230'
 DB0230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANK NO 2 RESET 1966
 DB0230'SET IN A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 DB0230'IT IS 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DB0230'
 DB0230'REFERENCE MARK 4 IS STAMPED BANK 2 RESET NO 4 BM 1966 SET IN A
 DB0230'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 7 INCHES.  A WITNESS
 DB0230'POST AND SIGN WERE SET NEAR MARK.
 DB0230'
 DB0230'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANK 1960 SET IN A
 DB0230'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.  IT IS LOCATED
 DB0230'42 PACES NORTH OF A TRACK ROAD AND 3 FEET EAST OF A METAL
 DB0230'WITNESS POST WITH SIGN ATTACHED.
 DB0230
 DB0230                          STATION RECOVERY (1967)
 DB0230
 DB0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0230'0.8 MI W FROM ARABY.
 DB0230'ABOUT 0.85 WEST ALONG THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY
 DB0230'FROM THE STATION AT ARABY, 80 FEET SOUTH OF THE EL PASO NATIONAL
 DB0230'GAS LINE AND MAINTENENCE ROAD, SET IN THE TOP OF A CONCRETE
 DB0230'POST PROJECTING 8 INCHES, 5 FEET SOUTH OF A METAL WITNESS
 DB0230'SIGNPOST.
 DB0230
 DB0230                          STATION RECOVERY (1981)
 DB0230
 DB0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0230'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1966.
 DB0230
 DB0230                          STATION RECOVERY (2006)
 DB0230
 DB0230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0230'FOUND MONUMENT INTACT, HOWEVER IT SHOULD BE NOTED THAT IT IS
 DB0230'ORIENTATED TO THE SOUTH INSTEAD OF TO THE NORTH WHICH IS THE NORMALLY
 DB0230'ACCEPTED STANDARD ORIENTATION FOR SURVEY MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0229 ***********************************************************************
 DB0229  DESIGNATION -  BANK 2 RM 4
 DB0229  PID         -  DB0229
 DB0229  STATE/COUNTY-  AZ/YUMA
 DB0229  USGS QUAD   -  YUMA EAST (1994)
 DB0229
 DB0229                         *CURRENT SURVEY CONTROL
 DB0229  ___________________________________________________________________
 DB0229* NAD 83(1986)-  32 40 36.     (N)    114 32 04.     (W)     SCALED    
 DB0229* NAVD 88     -        65.71   (+/-2cm)     215.6    (feet)  VERTCON   
 DB0229  ___________________________________________________________________
 DB0229  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0229  VERT ORDER  -  THIRD (See Below)
 DB0229
 DB0229.The horizontal coordinates were scaled from a topographic map and have
 DB0229.an estimated accuracy of +/- 6 seconds.
 DB0229
 DB0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0229.The vertical order pertains to the NGVD 29 superseded value.
 DB0229
 DB0229.The geoid height was determined by GEOID03.
 DB0229
 DB0229;                    North         East    Units  Estimated Accuracy
 DB0229;SPC AZ W     -   186,180.      139,790.      MT  (+/- 180 meters Scaled)
 DB0229
 DB0229                          SUPERSEDED SURVEY CONTROL
 DB0229
 DB0229  NGVD 29 (??/??/??)   65.05   (m)          213.4    (f) RESET       3  
 DB0229
 DB0229.Superseded values are not recommended for survey control.
 DB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0229.See file dsdata.txt to determine how the superseded data were derived.
 DB0229
 DB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS311181(NAD 83)
 DB0229_MARKER: DR = REFERENCE MARK DISK
 DB0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0229_STAMPING: BANK 2 RESET NO 4 BM 1966
 DB0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0229+STABILITY: SURFACE MOTION
 DB0229
 DB0229  HISTORY     - Date     Condition        Report By
 DB0229  HISTORY     - 1966     MONUMENTED       AZHD
 DB0229  HISTORY     - 1967     GOOD             NGS
 DB0229
 DB0229                          STATION DESCRIPTION
 DB0229
 DB0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0229'0.8 MI W FROM ARABY.
 DB0229'ABOUT 0.85 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 DB0229'RIGHT-OF-WAY FROM THE STATION AT ARABY, 57.38 FEET NORTHEAST
 DB0229'OF THE STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DB0229'7 INCHES, A METAL WITNESS POST WAS SET NEAR BY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0232 ***********************************************************************
 DB0232  DESIGNATION -  BANK RM 2
 DB0232  PID         -  DB0232
 DB0232  STATE/COUNTY-  AZ/YUMA
 DB0232  USGS QUAD   -  YUMA EAST (1994)
 DB0232
 DB0232                         *CURRENT SURVEY CONTROL
 DB0232  ___________________________________________________________________
 DB0232* NAD 83(1986)-  32 40 27.     (N)    114 32 01.     (W)     SCALED    
 DB0232* NAVD 88     -        65.61   (+/-2cm)     215.3    (feet)  VERTCON   
 DB0232  ___________________________________________________________________
 DB0232  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB0232  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0232
 DB0232.The horizontal coordinates were scaled from a topographic map and have
 DB0232.an estimated accuracy of +/- 6 seconds.
 DB0232
 DB0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0232.The vertical order pertains to the NGVD 29 superseded value.
 DB0232
 DB0232.The geoid height was determined by GEOID03.
 DB0232
 DB0232;                    North         East    Units  Estimated Accuracy
 DB0232;SPC AZ W     -   185,900.      139,870.      MT  (+/- 180 meters Scaled)
 DB0232
 DB0232                          SUPERSEDED SURVEY CONTROL
 DB0232
 DB0232  NGVD 29 (??/??/??)   64.947  (m)          213.08   (f) ADJUSTED    1 2
 DB0232
 DB0232.Superseded values are not recommended for survey control.
 DB0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0232.See file dsdata.txt to determine how the superseded data were derived.
 DB0232
 DB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS312178(NAD 83)
 DB0232_MARKER: DR = REFERENCE MARK DISK
 DB0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0232_STAMPING: BANK NO 2 1960
 DB0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0232+STABILITY: SURFACE MOTION
 DB0232
 DB0232  HISTORY     - Date     Condition        Report By
 DB0232  HISTORY     - 1960     MONUMENTED       CGS
 DB0232
 DB0232                          STATION DESCRIPTION
 DB0232
 DB0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0232'0.8 MI W FROM ARABY.
 DB0232'0.85 MILE WEST ALONG THE NORTH SIDE OF THE SOUTHERN PACIFIC
 DB0232'RAILROAD FROM THE STATION AT ARABY, 70.03 FEET WEST OF THE
 DB0232'STATION MARK, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DB0232'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0233 ***********************************************************************
 DB0233  DESIGNATION -  BANK RM 2 RESET
 DB0233  PID         -  DB0233
 DB0233  STATE/COUNTY-  AZ/YUMA
 DB0233  USGS QUAD   -  YUMA EAST (1994)
 DB0233
 DB0233                         *CURRENT SURVEY CONTROL
 DB0233  ___________________________________________________________________
 DB0233* NAD 83(1986)-  32 40 28.     (N)    114 32 01.     (W)     SCALED    
 DB0233* NAVD 88     -        64.94   (+/-2cm)     213.1    (feet)  VERTCON   
 DB0233  ___________________________________________________________________
 DB0233  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB0233  VERT ORDER  -  THIRD (See Below)
 DB0233
 DB0233.The horizontal coordinates were scaled from a topographic map and have
 DB0233.an estimated accuracy of +/- 6 seconds.
 DB0233
 DB0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0233.The vertical order pertains to the NGVD 29 superseded value.
 DB0233
 DB0233.The geoid height was determined by GEOID03.
 DB0233
 DB0233;                    North         East    Units  Estimated Accuracy
 DB0233;SPC AZ W     -   185,930.      139,870.      MT  (+/- 180 meters Scaled)
 DB0233
 DB0233                          SUPERSEDED SURVEY CONTROL
 DB0233
 DB0233  NGVD 29 (??/??/??)   64.28   (m)          210.9    (f) RESET       3  
 DB0233
 DB0233.Superseded values are not recommended for survey control.
 DB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0233.See file dsdata.txt to determine how the superseded data were derived.
 DB0233
 DB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS312178(NAD 83)
 DB0233_MARKER: DB = BENCH MARK DISK
 DB0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0233_STAMPING: BANK NO 2 1966 RESET
 DB0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0233+STABILITY: SURFACE MOTION
 DB0233
 DB0233  HISTORY     - Date     Condition        Report By
 DB0233  HISTORY     - 1966     MONUMENTED       CGS
 DB0233  HISTORY     - 1967     GOOD             NGS
 DB0233
 DB0233                          STATION DESCRIPTION
 DB0233
 DB0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0233'0.8 MI W FROM ARABY.
 DB0233'ABOUT 0.85 WEST ALONG THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY
 DB0233'FROM THE STATION AT ARABY, 75.72 FEET SOUTHWEST OF THE
 DB0233'STATION, 2 FEET NORTH OF A METAL WITNESS SIGNPOST, SET IN THE TOP
 DB0233'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1355 ***********************************************************************
 DB1355  DESIGNATION -  BANK RM 3
 DB1355  PID         -  DB1355
 DB1355  STATE/COUNTY-  AZ/YUMA
 DB1355  USGS QUAD   -  YUMA EAST (1994)
 DB1355
 DB1355                         *CURRENT SURVEY CONTROL
 DB1355  ___________________________________________________________________
 DB1355* NAD 83(1992)-  32 40 27.75378(N)    114 32 01.82493(W)     ADJUSTED  
 DB1355* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 DB1355  ___________________________________________________________________
 DB1355  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DB1355  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB1355  HORZ ORDER  -  SECOND
 DB1355
 DB1355.The horizontal coordinates were established by classical geodetic methods
 DB1355.and adjusted by the National Geodetic Survey in August 1993.
 DB1355
 DB1355.The orthometric height was scaled from a topographic map.
 DB1355
 DB1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1355
 DB1355.The geoid height was determined by GEOID03.
 DB1355
 DB1355;                    North         East     Units Scale Factor Converg.
 DB1355;SPC AZ W     -   185,920.630   139,843.652   MT  0.99999995   -0 25 23.5
 DB1355;SPC AZ W     -   609,975.82    458,804.63   iFT  0.99999995   -0 25 23.5
 DB1355;SPC CA 6     -   557,631.437 2,160,963.114   MT  1.00001992   +0 56 35.0
 DB1355;SPC CA 6     - 1,829,495.81  7,089,759.82   sFT  1.00001992   +0 56 35.0
 DB1355;UTM  11      - 3,617,877.002   731,250.902   MT  1.00025946   +1 19 55.1
 DB1355
 DB1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1355!SPC AZ W     -   0.99999501  x   0.99999995  =   0.99999496
 DB1355!SPC CA 6     -   0.99999501  x   1.00001992  =   1.00001493
 DB1355!UTM  11      -   0.99999501  x   1.00025946  =   1.00025446
 DB1355
 DB1355|---------------------------------------------------------------------|
 DB1355| PID    Reference Object                     Distance      Geod. Az  |
 DB1355|                                                           dddmmss.s |
 DB1355| DB0231 BANK                                  5.081 METERS 00036     |
 DB1355| DB0236 ARABY                               APPROX. 2.0 KM 0975132.2 |
 DB1355|---------------------------------------------------------------------|
 DB1355
 DB1355                          SUPERSEDED SURVEY CONTROL
 DB1355
 DB1355  NAD 83(1986)-  32 40 27.76319(N)    114 32 01.83416(W) AD(       ) 2
 DB1355  NAD 27      -  32 40 27.59540(N)    114 31 59.01650(W) AD(       ) 2
 DB1355
 DB1355.Superseded values are not recommended for survey control.
 DB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1355.See file dsdata.txt to determine how the superseded data were derived.
 DB1355
 DB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3125117877(NAD 83)
 DB1355_MARKER: I = METAL ROD
 DB1355_SETTING: 0 = UNSPECIFIED SETTING
 DB1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1355
 DB1355  HISTORY     - Date     Condition        Report By
 DB1355  HISTORY     - 1960     MONUMENTED       CGS
 DB1355
 DB1355                          STATION DESCRIPTION
 DB1355
 DB1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1355'THE STATION IS 6.5 MILES SOUTHEAST OF YUMA, 0.8 MILE WEST OF
 DB1355'THE ARABY RAILROAD SIDING AND LOADING PENS, 84 FEET NORTH OF
 DB1355'THE SOUTHERN PACIFIC RAILROAD TRACKS AND ON THE TOP OF THE SAND
 DB1355'AND DIRT EMBANKMENT ALONG THE NORTH RIGHT OF WAY LINE.
 DB1355'
 DB1355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DB1355'ARABY ROAD, 4 MILES SOUTH AND 6 MILES EAST OF YUMA, PROCEED
 DB1355'NORTH ON ARABY ROAD FOR 0.4 MILE TO THE ARABY SIDING AND LOADING
 DB1355'PENS, TURN LEFT, WEST, ALONG THE NORTH SIDE OF THE CORRALS FOR
 DB1355'0.2 MILE TO THE NORTHWEST CORNER OF THE PENS, TURN LEFT,
 DB1355'BEARING WEST-SOUTHWEST, CROSS COUNTRY FOR 0.75 MILE TO THE
 DB1355'STATION SITE 5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 DB1355'ATTACHED.
 DB1355'
 DB1355'THE STATION MARK IS A 1-INCH IRON PIPE DRIVEN INTO THE TOP OF THE
 DB1355'SAND DYKE.  IT PROJECTS 6 INCHES WITH A SLOTTED SCREW EMBEDED
 DB1355'IN CONCRETE IN ITS TOP.
 DB1355'
 DB1355'A 2-WHEEL DRIVE STATION.
 DB1355'
 DB1355'REFERENCE MARK NO. 3 ESTABLISHED AND OBSERVED FROM TO USE 4-FOOT
 DB1355'STAND RATHER THAN 10-FOOT STAND REQUIRED OVER THE TRUE STATION.
 DB1355'TRUE STATION OCCUPIED FOR AZIMUTH AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0403 ***********************************************************************
 CF0403  DESIGNATION -  BANNING
 CF0403  PID         -  CF0403
 CF0403  STATE/COUNTY-  AZ/COCHISE
 CF0403  USGS QUAD   -  BISBEE (1978)
 CF0403
 CF0403                         *CURRENT SURVEY CONTROL
 CF0403  ___________________________________________________________________
 CF0403* NAD 83(1992)-  31 28 16.45096(N)    109 58 16.04697(W)     ADJUSTED  
 CF0403* NAVD 88     -      1682.7    (meters)    5521.     (feet)  VERTCON   
 CF0403  ___________________________________________________________________
 CF0403  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 CF0403  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CF0403  HORZ ORDER  -  SECOND
 CF0403
 CF0403.The horizontal coordinates were established by classical geodetic methods
 CF0403.and adjusted by the National Geodetic Survey in August 1993.
 CF0403
 CF0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0403
 CF0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0403
 CF0403.The geoid height was determined by GEOID03.
 CF0403
 CF0403;                    North         East     Units Scale Factor Converg.
 CF0403;SPC AZ E     -    52,258.967   231,940.835   MT  0.99990426   +0 06 07.5
 CF0403;SPC AZ E     -   171,453.30    760,960.74   iFT  0.99990426   +0 06 07.5
 CF0403;UTM  12      - 3,482,286.853   597,738.803   MT  0.99971782   +0 32 13.9
 CF0403
 CF0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0403!SPC AZ E     -   0.99974016  x   0.99990426  =   0.99964444
 CF0403!UTM  12      -   0.99974016  x   0.99971782  =   0.99945805
 CF0403
 CF0403|---------------------------------------------------------------------|
 CF0403| PID    Reference Object                     Distance      Geod. Az  |
 CF0403|                                                           dddmmss.s |
 CF0403| CS6089 BANNING RM 1                         26.437 METERS 06909     |
 CF0403| CS6090 BANNING RM 2                         12.070 METERS 16930     |
 CF0403|---------------------------------------------------------------------|
 CF0403
 CF0403                          SUPERSEDED SURVEY CONTROL
 CF0403
 CF0403  NAD 83(1986)-  31 28 16.44455(N)    109 58 16.03958(W) AD(       ) 2
 CF0403  NGVD 29 (06/28/91) 1681.7    (m)         5517.     (f) VERT ANG    3  
 CF0403
 CF0403.Superseded values are not recommended for survey control.
 CF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0403.See file dsdata.txt to determine how the superseded data were derived.
 CF0403
 CF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9773982287(NAD 83)
 CF0403_MARKER: DS = TRIANGULATION STATION DISK
 CF0403_SETTING: 66 = SET IN ROCK OUTCROP
 CF0403_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0403+STABILITY: POSITION/ELEVATION WELL
 CF0403
 CF0403  HISTORY     - Date     Condition        Report By
 CF0403  HISTORY     - 1986     MONUMENTED       AZDT
 CF0403
 CF0403                          STATION DESCRIPTION
 CF0403
 CF0403'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0403'THE STATION IS LOCATED ON A HILL 3 MILES NORTHWEST OF BISBEE ALONG THE
 CF0403'SOUTHWEST SIDE OF U.S. HIGHWAY 80 AT MILE POST 337.3.
 CF0403'
 CF0403'THE STATION MARK IS AN AZDT DISK STAMPED---BANNING 1986.  IT IS SET IN
 CF0403'A DRILL HOLE IN BEDROCK.  IT IS 46 FEET SOUTH OF THE WITNESS POST.
 CF0403'
 CF0403'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BANNING RM 1 1986---.  IT
 CF0403'IS SET IN BEDROCK.
 CF0403'
 CF0403'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BANNING RM 2 1986---.  IT
 CF0403'IS SET IN BEDROCK.
 CF0403'
 CF0403'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CF0403'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TRAVEL EAST
 CF0403'ALONG SR 90 FOR 16.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 80.  TRAVEL
 CF0403'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 4.7 MILES TO END OF TRUCK TRAVEL.
 CF0403'PACK SOUTHWEST ACROSS BANNING CREEK AND TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0950 ***********************************************************************
 FS0950  DESIGNATION -  BAR
 FS0950  PID         -  FS0950
 FS0950  STATE/COUNTY-  AZ/MOHAVE
 FS0950  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0950
 FS0950                         *CURRENT SURVEY CONTROL
 FS0950  ___________________________________________________________________
 FS0950* NAD 83(1992)-  35 48 17.49414(N)    114 32 22.52234(W)     ADJUSTED  
 FS0950* NAVD 88     -       712.834  (meters)    2338.69   (feet)  ADJUSTED  
 FS0950  ___________________________________________________________________
 FS0950  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 FS0950  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0950  DYNAMIC HT  -         712.093 (meters)    2336.26  (feet)  COMP
 FS0950  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FS0950
 FS0950  HORZ ORDER  -  SECOND
 FS0950  VERT ORDER  -  FIRST     CLASS II
 FS0950
 FS0950.The horizontal coordinates were established by classical geodetic methods
 FS0950.and adjusted by the National Geodetic Survey in August 1993.
 FS0950
 FS0950.The orthometric height was determined by differential leveling
 FS0950.and adjusted in June 1991.
 FS0950
 FS0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0950
 FS0950.The geoid height was determined by GEOID03.
 FS0950
 FS0950.The dynamic height is computed by dividing the NAVD 88
 FS0950.geopotential number by the normal gravity value computed on the
 FS0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0950.degrees latitude (g = 980.6199 gals.).
 FS0950
 FS0950.The modeled gravity was interpolated from observed gravity values.
 FS0950
 FS0950;                    North         East     Units Scale Factor Converg.
 FS0950;SPC AZ W     -   533,168.259   141,996.757   MT  0.99999607   -0 27 43.0
 FS0950;SPC AZ W     - 1,749,239.69    465,868.63   iFT  0.99999607   -0 27 43.0
 FS0950;UTM  11      - 3,965,098.446   722,317.707   MT  1.00020908   +1 26 24.0
 FS0950
 FS0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0950!SPC AZ W     -   0.99989257  x   0.99999607  =   0.99988864
 FS0950!UTM  11      -   0.99989257  x   1.00020908  =   1.00010162
 FS0950
 FS0950|---------------------------------------------------------------------|
 FS0950| PID    Reference Object                     Distance      Geod. Az  |
 FS0950|                                                           dddmmss.s |
 FS0950| FS0949 BAR RM 1                             10.728 METERS 14441     |
 FS0950| FS0954 BUILDER 2                           APPROX. 4.1 KM 3235806.7 |
 FS0950| FS0951 BAR RM 2                             10.658 METERS 32557     |
 FS0950| FS1344 1285 5                                5.095 METERS 35323     |
 FS0950|---------------------------------------------------------------------|
 FS0950
 FS0950                          SUPERSEDED SURVEY CONTROL
 FS0950
 FS0950  NAD 83(1986)-  35 48 17.48490(N)    114 32 22.51292(W) AD(       ) 2
 FS0950  NGVD 29 (11/23/90)  712.28   (m)         2336.9    (f) LEVELING    3  
 FS0950
 FS0950.Superseded values are not recommended for survey control.
 FS0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0950.See file dsdata.txt to determine how the superseded data were derived.
 FS0950
 FS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2231865098(NAD 83)
 FS0950_MARKER: DS = TRIANGULATION STATION DISK
 FS0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0950_SP_SET: CONCRETE POST
 FS0950_STAMPING: BAR 1981
 FS0950_MARK LOGO: AZDT  
 FS0950_PROJECTION: FLUSH
 FS0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0950+STABILITY: SURFACE MOTION
 FS0950
 FS0950  HISTORY     - Date     Condition        Report By
 FS0950  HISTORY     - 1981     MONUMENTED       AZDT
 FS0950  HISTORY     - 1982     GOOD             NGS
 FS0950
 FS0950                          STATION DESCRIPTION
 FS0950
 FS0950'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0950'THE STATION IS LOCATED 19 MILES SOUTHEAST OF HOVER DAM, 1.75 MILES
 FS0950'SOUTHEAST OF THE JUNCTION OF US HIGHWAY 93 AND TEMPLE BAR ROAD AND
 FS0950'ALONG THE SOUTHWEST SIDE OF US 93.
 FS0950'
 FS0950'THE STATION MARK IS AN ADOT DISK STAMPED, BAR 1981.  IT IS SET IN TOP
 FS0950'OF A 10 INCH CONCRETE MONUMENT.  93 FEET SOUTHWEST OF THE CENTERLINE
 FS0950'OF THE HIGHWAY AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 FS0950'
 FS0950'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, BAR RM 1 1981.  IT IS SET IN
 FS0950'TOP OF A 10 INCH CONCRETE MONUMENT.
 FS0950'
 FS0950'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, BAR RM 2 1981.  IT IS SET IN
 FS0950'TOP A 10 INCH CONCRETE MONUMENT.
 FS0950'
 FS0950'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS0950'MILE ALONG STOCKTON ROAD TO US HIGHWAY 66.  TURN RIGHT ALONG US 66 FOR
 FS0950'2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS0950'NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE OVER DETRITAL WASH,
 FS0950'CONTINUE NORTH ALONG US 93 FOR 9.1 MILES TO AN EXXON SERVICE STATION
 FS0950'ON THE RIGHT, CONTINUE NORTH FOR 6.25 MILES TO THE STATION ON LEFT
 FS0950'ABOVE A LOW HIGHWAY CUT.
 FS0950
 FS0950                          STATION RECOVERY (1982)
 FS0950
 FS0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0950'32.0 KM (19.9 MI) SE FROM HOOVER DAM.
 FS0950'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0950'OF HOOVER DAM, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 20, 27.7 METERS
 FS0950'(91 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.2 METERS (43.5
 FS0950'FT) SOUTHWEST OF BENCH MARK 2338.24 BPR, 3.4 METERS (11.0 FT)
 FS0950'NORTHEAST OF A FENCE, 10.7 METERS (35 FT) SOUTHEAST OF RM 2, 10.7
 FS0950'METERS (35 FT) NORTHWEST OF RM 1.
 FS0950'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 FS0950'THE MARK IS 1.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0756 ***********************************************************************
 FQ0756  DESIGNATION -  BAR
 FQ0756  PID         -  FQ0756
 FQ0756  STATE/COUNTY-  AZ/COCONINO
 FQ0756  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0756
 FQ0756                         *CURRENT SURVEY CONTROL
 FQ0756  ___________________________________________________________________
 FQ0756* NAD 83(1992)-  35 01 46.65277(N)    110 55 03.95341(W)     ADJUSTED  
 FQ0756* NAVD 88     -      1586.8    (meters)    5206.     (feet)  VERTCON   
 FQ0756  ___________________________________________________________________
 FQ0756  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FQ0756  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FQ0756  HORZ ORDER  -  SECOND
 FQ0756
 FQ0756.The horizontal coordinates were established by classical geodetic methods
 FQ0756.and adjusted by the National Geodetic Survey in August 1993.
 FQ0756
 FQ0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0756
 FQ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0756
 FQ0756.The geoid height was determined by GEOID03.
 FQ0756
 FQ0756;                    North         East     Units Scale Factor Converg.
 FQ0756;SPC AZ C     -   447,316.688   304,507.514   MT  1.00000236   +0 34 24.3
 FQ0756;SPC AZ C     - 1,467,574.44    999,040.40   iFT  1.00000236   +0 34 24.3
 FQ0756;UTM  12      - 3,876,331.548   507,501.390   MT  0.99960069   +0 02 49.9
 FQ0756
 FQ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0756!SPC AZ C     -   0.99975477  x   1.00000236  =   0.99975713
 FQ0756!UTM  12      -   0.99975477  x   0.99960069  =   0.99935556
 FQ0756
 FQ0756|---------------------------------------------------------------------|
 FQ0756| PID    Reference Object                     Distance      Geod. Az  |
 FQ0756|                                                           dddmmss.s |
 FQ0756| CD3969 BAR RM 1                             12.000 METERS 09823     |
 FQ0756| CD3970 BAR RM 2                             12.738 METERS 18555     |
 FQ0756| FQ0595 EAST                                APPROX. 9.0 KM 2663324.0 |
 FQ0756|---------------------------------------------------------------------|
 FQ0756
 FQ0756                          SUPERSEDED SURVEY CONTROL
 FQ0756
 FQ0756  NAD 83(1986)-  35 01 46.64640(N)    110 55 03.95588(W) AD(       ) 2
 FQ0756  NAD 27      -  35 01 46.58440(N)    110 55 01.45840(W) AD(       ) 2
 FQ0756  NGVD 29 (07/19/86) 1586.0    (m)         5203.     (f) VERT ANG    3  
 FQ0756
 FQ0756.Superseded values are not recommended for survey control.
 FQ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0756.See file dsdata.txt to determine how the superseded data were derived.
 FQ0756
 FQ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0750176332(NAD 83)
 FQ0756_MARKER: DS = TRIANGULATION STATION DISK
 FQ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0756
 FQ0756  HISTORY     - Date     Condition        Report By
 FQ0756  HISTORY     - 1958     MONUMENTED       CGS
 FQ0756
 FQ0756                          STATION DESCRIPTION
 FQ0756
 FQ0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0756'THE STATION IS LOCATED ON THE TOP OF A BARE FLAT HILL THAT
 FQ0756'IS ABOUT 12 MILES WEST OF WINSLOW, 6 MILES EAST OF METEOR CRATER
 FQ0756'AND 2 MILES SOUTH OF MUD LAKE.
 FQ0756'
 FQ0756'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0756'ON U.S. HIGHWAY 66 FOR 19.0 MILES TO A SIGN METEOR CRATER AND
 FQ0756'T-ROAD ON THE LEFT, AND RIMMY JIMS STORE AND SERVICE STATION ON
 FQ0756'THE RIGHT, TURN LEFT, GO SOUTH AS PER SIGN TOWARD THE METEOR
 FQ0756'CRATER FOR 4.3 MILES TO A T-ROAD LEFT AND SIGN -T-, TURN
 FQ0756'LEFT, GO EAST ON THE GRADED ROAD FOR 1.2 MILES TO A GATE, PASS
 FQ0756'THROUGH THE GATE AND CONTINUE EAST AND SOUTHEAST ON THE
 FQ0756'GRADED ROAD FOR 1.9 MILES TO THE -T- RANCH BUILDINGS.  FROM
 FQ0756'HERE FOLLOW A TRACK ROAD NORTHEAST ALONG THE EAST SIDE OF AN
 FQ0756'AIRSTRIP FOR 0.7 MILE TO THE END OF THE RUNWAY, TURN RIGHT,
 FQ0756'FOLLOW THE TRACK ROAD EASTERLY FOR 2.9 MILES TO A
 FQ0756'WINDMILL AND THE REMAINS OF AN OLD BRIDGE ACROSS THE CREEK,
 FQ0756'CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 0.8 MILE TO A
 FQ0756'Y-FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST FOR 0.9
 FQ0756'MILE, HERE TURN RIGHT LEAVING THE TRACK ROAD AND GO
 FQ0756'WESTERLY FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0756'
 FQ0756'THE STATION MARK, STAMPED BAR 1958, IS A STANDARD DISK SET
 FQ0756'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 FQ0756'AND IS 23 FEET WEST OF A WITNESS SIGN POST.
 FQ0756'
 FQ0756'REFERENCE MARK NO. 1, STAMPED BAR NO 1 1958, IS A STANDARD
 FQ0756'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FQ0756'2 INCHES AND IS 16 FEET EAST OF A WITNESS SIGN POST.
 FQ0756'
 FQ0756'REFERENCE MARK NO. 2, STAMPED BAR NO 2 1958, IS A STANDARD
 FQ0756'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 5 INCHES
 FQ0756'BELOW THE SURFACE OF THE GROUND AND 46 FEET SOUTHWEST OF A
 FQ0756'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2176 ***********************************************************************
 DV2176  DESIGNATION -  BAR
 DV2176  PID         -  DV2176
 DV2176  STATE/COUNTY-  AZ/MARICOPA
 DV2176  USGS QUAD   -  WITTMANN (1981)
 DV2176
 DV2176                         *CURRENT SURVEY CONTROL
 DV2176  ___________________________________________________________________
 DV2176* NAD 83(1992)-  33 51 22.58590(N)    112 34 45.30329(W)     ADJUSTED  
 DV2176* NAVD 88     -       635.8    (meters)    2086.     (feet)  VERTCON   
 DV2176  ___________________________________________________________________
 DV2176  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DV2176  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV2176  HORZ ORDER  -  SECOND
 DV2176
 DV2176.The horizontal coordinates were established by classical geodetic methods
 DV2176.and adjusted by the National Geodetic Survey in August 1993.
 DV2176
 DV2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2176
 DV2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2176
 DV2176.The geoid height was determined by GEOID03.
 DV2176
 DV2176;                    North         East     Units Scale Factor Converg.
 DV2176;SPC AZ C     -   316,910.687   152,050.004   MT  0.99994632   -0 22 08.9
 DV2176;SPC AZ C     - 1,039,733.23    498,851.72   iFT  0.99994632   -0 22 08.9
 DV2176;UTM  12      - 3,747,341.945   353,907.364   MT  0.99986311   -0 52 47.9
 DV2176
 DV2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2176!SPC AZ C     -   0.99990484  x   0.99994632  =   0.99985116
 DV2176!UTM  12      -   0.99990484  x   0.99986311  =   0.99976796
 DV2176
 DV2176|---------------------------------------------------------------------|
 DV2176| PID    Reference Object                     Distance      Geod. Az  |
 DV2176|                                                           dddmmss.s |
 DV2176| CH4271 BAR RM 1                              6.928 METERS 10424     |
 DV2176| CH4272 BAR RM 2                              7.864 METERS 27426     |
 DV2176| DV2177 TIE                                 APPROX. 3.8 KM 2820820.1 |
 DV2176|---------------------------------------------------------------------|
 DV2176
 DV2176                          SUPERSEDED SURVEY CONTROL
 DV2176
 DV2176  NAD 83(1986)-  33 51 22.58287(N)    112 34 45.30718(W) AD(       ) 2
 DV2176  NAD 27      -  33 51 22.45753(N)    112 34 42.67501(W) AD(       ) 2
 DV2176  NGVD 29 (07/19/86)  635.2    (m)         2084.     (f) VERT ANG    3  
 DV2176
 DV2176.Superseded values are not recommended for survey control.
 DV2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2176.See file dsdata.txt to determine how the superseded data were derived.
 DV2176
 DV2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5390747342(NAD 83)
 DV2176_MARKER: DD = SURVEY DISK
 DV2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2176+STABILITY: SURFACE MOTION
 DV2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2176+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2176
 DV2176  HISTORY     - Date     Condition        Report By
 DV2176  HISTORY     - 1976     MONUMENTED       AZDT
 DV2176  HISTORY     - 19910819 GOOD             MCDOT
 DV2176  HISTORY     - 19990109 GOOD             USPSQD
 DV2176  HISTORY     - 20000109 GOOD             USPSQD
 DV2176  HISTORY     - 20071005 GOOD             GEOCAC
 DV2176
 DV2176                          STATION DESCRIPTION
 DV2176
 DV2176'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2176'STATION IS ABOUT 2.3 MILES EAST OF MORRISTOWN IN THE NORTH
 DV2176'R/W OF ARIZONA HWY. 74.
 DV2176'
 DV2176'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BAR 1976 AND
 DV2176'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 150 FEET
 DV2176'NORTH OF HIGHWAY CENTERLINE AND NEXT TO R/W FENCE, MARKED BY A
 DV2176'WITNESS POST AND SIGN.
 DV2176'
 DV2176'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BAR RM
 DV2176'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2176'PROJECTING 7 INCHES AND IS JUST INSIDE THE R/W FENCE.
 DV2176'
 DV2176'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BAR RM
 DV2176'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 DV2176'3 INCHES AND JUST INSIDE R/W FENCE.
 DV2176'
 DV2176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DV2176'ARIZONA HWY. 74, 0.8 MILE NORTHWEST OF MORRISTOWN, TRAVEL EAST
 DV2176'ON HWY. 74 FOR 3.30 MILES TO STATION ON THE LEFT (NORTH).
 DV2176'
 DV2176'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2176
 DV2176                          STATION RECOVERY (1991)
 DV2176
 DV2176'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2176'ALL MARKS BAR, BAR RM1, AND BAR RM2 ARE IN GOOD CONDITION.
 DV2176
 DV2176                          STATION RECOVERY (1999)
 DV2176
 DV2176'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2176'RECOVERED IN GOOD CONDITION.
 DV2176
 DV2176                          STATION RECOVERY (2000)
 DV2176
 DV2176'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2176'RECOVERED IN GOOD CONDITION.
 DV2176
 DV2176                          STATION RECOVERY (2007)
 DV2176
 DV2176'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2176'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2176'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV2176'THE STATION MARK IS 4.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0949 ***********************************************************************
 FS0949  DESIGNATION -  BAR RM 1
 FS0949  PID         -  FS0949
 FS0949  STATE/COUNTY-  AZ/MOHAVE
 FS0949  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0949
 FS0949                         *CURRENT SURVEY CONTROL
 FS0949  ___________________________________________________________________
 FS0949* NAD 83(1986)-  35 48 20.     (N)    114 32 27.     (W)     SCALED    
 FS0949* NAVD 88     -       712.649  (meters)    2338.08   (feet)  ADJUSTED  
 FS0949  ___________________________________________________________________
 FS0949  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0949  DYNAMIC HT  -         711.909 (meters)    2335.65  (feet)  COMP
 FS0949  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 FS0949
 FS0949  VERT ORDER  -  FIRST     CLASS II
 FS0949
 FS0949.The horizontal coordinates were scaled from a topographic map and have
 FS0949.an estimated accuracy of +/- 6 seconds.
 FS0949
 FS0949.The orthometric height was determined by differential leveling
 FS0949.and adjusted in June 1991.
 FS0949
 FS0949.The geoid height was determined by GEOID03.
 FS0949
 FS0949.The dynamic height is computed by dividing the NAVD 88
 FS0949.geopotential number by the normal gravity value computed on the
 FS0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0949.degrees latitude (g = 980.6199 gals.).
 FS0949
 FS0949.The modeled gravity was interpolated from observed gravity values.
 FS0949
 FS0949;                    North         East    Units  Estimated Accuracy
 FS0949;SPC AZ W     -   533,250.      141,890.      MT  (+/- 180 meters Scaled)
 FS0949
 FS0949                          SUPERSEDED SURVEY CONTROL
 FS0949
 FS0949.No superseded survey control is available for this station.
 FS0949
 FS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV222651(NAD 83)
 FS0949_MARKER: DR = REFERENCE MARK DISK
 FS0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0949_SP_SET: CONCRETE POST
 FS0949_STAMPING: BAR RM 1 1981
 FS0949_MARK LOGO: AZDT  
 FS0949_PROJECTION: FLUSH
 FS0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0949+STABILITY: SURFACE MOTION
 FS0949
 FS0949  HISTORY     - Date     Condition        Report By
 FS0949  HISTORY     - 1981     MONUMENTED       AZDT
 FS0949  HISTORY     - 1982     GOOD             NGS
 FS0949
 FS0949                          STATION DESCRIPTION
 FS0949
 FS0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0949'32.0 KM (19.9 MI) SE FROM HOOVER DAM.
 FS0949'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0949'OF HOOVER DAM, 10.7 METERS (35 FT) SOUTHEAST OF THE STATION, 21.4
 FS0949'METERS (70 FT) SOUTHEAST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0951 ***********************************************************************
 FS0951  DESIGNATION -  BAR RM 2
 FS0951  PID         -  FS0951
 FS0951  STATE/COUNTY-  AZ/MOHAVE
 FS0951  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0951
 FS0951                         *CURRENT SURVEY CONTROL
 FS0951  ___________________________________________________________________
 FS0951* NAD 83(1992)-  35 48 17.78065(N)    114 32 22.76005(W)     ADJUSTED  
 FS0951* NAVD 88     -       712.792  (meters)    2338.55   (feet)  ADJUSTED  
 FS0951  ___________________________________________________________________
 FS0951  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 FS0951  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0951  DYNAMIC HT  -         712.051 (meters)    2336.12  (feet)  COMP
 FS0951  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FS0951
 FS0951  HORZ ORDER  -  SECOND
 FS0951  VERT ORDER  -  FIRST     CLASS II
 FS0951
 FS0951.The horizontal coordinates were established by classical geodetic methods
 FS0951.and adjusted by the National Geodetic Survey in August 1993.
 FS0951
 FS0951.The orthometric height was determined by differential leveling
 FS0951.and adjusted in June 1991.
 FS0951
 FS0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0951
 FS0951.The geoid height was determined by GEOID03.
 FS0951
 FS0951.The dynamic height is computed by dividing the NAVD 88
 FS0951.geopotential number by the normal gravity value computed on the
 FS0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0951.degrees latitude (g = 980.6199 gals.).
 FS0951
 FS0951.The modeled gravity was interpolated from observed gravity values.
 FS0951
 FS0951;                    North         East     Units Scale Factor Converg.
 FS0951;SPC AZ W     -   533,177.137   141,990.860   MT  0.99999608   -0 27 43.2
 FS0951;SPC AZ W     - 1,749,268.82    465,849.28   iFT  0.99999608   -0 27 43.2
 FS0951;UTM  11      - 3,965,107.125   722,311.518   MT  1.00020904   +1 26 23.9
 FS0951
 FS0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0951!SPC AZ W     -   0.99989257  x   0.99999608  =   0.99988865
 FS0951!UTM  11      -   0.99989257  x   1.00020904  =   1.00010159
 FS0951
 FS0951                          SUPERSEDED SURVEY CONTROL
 FS0951
 FS0951  NAD 83(1986)-  35 48 17.77141(N)    114 32 22.75064(W) AD(       ) 2
 FS0951  NGVD 29 (11/23/90)  712.23   (m)         2336.7    (f) LEVELING    3  
 FS0951
 FS0951.Superseded values are not recommended for survey control.
 FS0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0951.See file dsdata.txt to determine how the superseded data were derived.
 FS0951
 FS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2231265107(NAD 83)
 FS0951_MARKER: DR = REFERENCE MARK DISK
 FS0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0951_SP_SET: CONCRETE POST
 FS0951_STAMPING: BAR RM 2 1981
 FS0951_MARK LOGO: AZDT  
 FS0951_PROJECTION: FLUSH
 FS0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0951+STABILITY: SURFACE MOTION
 FS0951
 FS0951  HISTORY     - Date     Condition        Report By
 FS0951  HISTORY     - 1981     MONUMENTED       AZDT
 FS0951  HISTORY     - 1982     GOOD             NGS
 FS0951
 FS0951                          STATION DESCRIPTION
 FS0951
 FS0951'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0951'FOR A COMPLETE DESCRIPTION TO THIS MARK SEE DESCRIPTION TO BAR.
 FS0951
 FS0951                          STATION RECOVERY (1982)
 FS0951
 FS0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0951'32.0 KM (19.9 MI) SE FROM HOOVER DAM.
 FS0951'32.0 KM (19.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0951'OF HOOVER DAM, 10.7 METERS (35 FT) NORTHWEST OF THE STATION, 21.4
 FS0951'METERS (70 FT) NORTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7989 ***********************************************************************
 DK7989  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7989  DESIGNATION -  BARCON
 DK7989  PID         -  DK7989
 DK7989  STATE/COUNTY-  AZ/GILA
 DK7989  USGS QUAD   -  GLOBE (1982)
 DK7989
 DK7989                         *CURRENT SURVEY CONTROL
 DK7989  ___________________________________________________________________
 DK7989* NAD 83(2007)-  33 24 17.01173(N)    110 51 36.34008(W)     ADJUSTED  
 DK7989* NAVD 88     -      1029.44   (meters)    3377.4    (feet)  GPS OBS   
 DK7989  ___________________________________________________________________
 DK7989  EPOCH DATE  -        2007.00
 DK7989  X           -  -1,898,205.404 (meters)                     COMP
 DK7989  Y           -  -4,981,316.115 (meters)                     COMP
 DK7989  Z           -   3,492,069.293 (meters)                     COMP
 DK7989  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DK7989  ELLIP HEIGHT-        1001.975 (meters)          (01/09/09) ADJUSTED
 DK7989  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DK7989  HORZ ORDER  -  B
 DK7989  ELLP ORDER  -  FOURTH    CLASS II
 DK7989
 DK7989.The horizontal coordinates were established by GPS observations
 DK7989.and adjusted by the National Geodetic Survey in January 2009.
 DK7989
 DK7989.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7989.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7989.The horizontal coordinates are valid at the epoch date displayed above.
 DK7989.The epoch date for horizontal control is a decimal equivalence
 DK7989.of Year/Month/Day.
 DK7989
 DK7989.The orthometric height was determined by GPS observations and a
 DK7989.high-resolution geoid model.
 DK7989.The orthometric height was determined by GPS observations and a
 DK7989.high-resolution geoid model using precise GPS observation and
 DK7989.processing techniques.
 DK7989
 DK7989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7989
 DK7989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7989
 DK7989.The ellipsoidal height was determined by GPS observations
 DK7989.and is referenced to NAD 83.
 DK7989
 DK7989.The geoid height was determined by GEOID03.
 DK7989
 DK7989;                    North         East     Units Scale Factor Converg.
 DK7989;SPC AZ E     -   266,849.263   148,860.252   MT  0.99995127   -0 22 54.4
 DK7989;SPC AZ E     -   875,489.71    488,386.65   iFT  0.99995127   -0 22 54.4
 DK7989;UTM  12      - 3,696,165.053   513,009.401   MT  0.99960209   +0 04 37.3
 DK7989
 DK7989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7989!SPC AZ E     -   0.99984272  x   0.99995127  =   0.99979400
 DK7989!UTM  12      -   0.99984272  x   0.99960209  =   0.99944487
 DK7989
 DK7989                          SUPERSEDED SURVEY CONTROL
 DK7989
 DK7989.No superseded survey control is available for this station.
 DK7989
 DK7989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1300996165(NAD 83)
 DK7989_MARKER: F = FLANGE-ENCASED ROD
 DK7989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7989_STAMPING: BARCON
 DK7989_MARK LOGO: NGS   
 DK7989_PROJECTION: FLUSH
 DK7989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7989+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7989_ROD/PIPE-DEPTH:  3.7 meters
 DK7989_SLEEVE-DEPTH  :  0.9 meters
 DK7989
 DK7989  HISTORY     - Date     Condition        Report By
 DK7989  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7989
 DK7989                          STATION DESCRIPTION
 DK7989
 DK7989'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7989'FROM THE INTERSECTION OF U.S. 60 AND S.R. 188 IN CLAYPOOL, ARIZONA GO
 DK7989'WEST FOR 2.0 MI.  NORTH SIDE OF ROAD.  MONUMENT IS STAINLESS STEEL ROD
 DK7989'IN HAND HOLE ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0516 ***********************************************************************
 ER0516  DESIGNATION -  BARE
 ER0516  PID         -  ER0516
 ER0516  STATE/COUNTY-  AZ/APACHE
 ER0516  USGS QUAD   -  WHITING KNOLL (1969)
 ER0516
 ER0516                         *CURRENT SURVEY CONTROL
 ER0516  ___________________________________________________________________
 ER0516* NAD 83(1992)-  34 13 24.57492(N)    109 30 05.62422(W)     ADJUSTED  
 ER0516* NAVD 88     -      2470.0    (meters)    8104.     (feet)  VERTCON   
 ER0516  ___________________________________________________________________
 ER0516  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ER0516  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 ER0516  HORZ ORDER  -  SECOND
 ER0516
 ER0516.The horizontal coordinates were established by classical geodetic methods
 ER0516.and adjusted by the National Geodetic Survey in August 1993.
 ER0516
 ER0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0516
 ER0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0516
 ER0516.The geoid height was determined by GEOID03.
 ER0516
 ER0516;                    North         East     Units Scale Factor Converg.
 ER0516;SPC AZ E     -   357,642.244   274,638.519   MT  0.99994627   +0 22 26.7
 ER0516;SPC AZ E     - 1,173,366.94    901,045.01   iFT  0.99994627   +0 22 26.7
 ER0516;UTM  12      - 3,787,952.088   638,019.850   MT  0.99983482   +0 50 34.4
 ER0516
 ER0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0516!SPC AZ E     -   0.99961597  x   0.99994627  =   0.99956226
 ER0516!UTM  12      -   0.99961597  x   0.99983482  =   0.99945086
 ER0516
 ER0516:                Primary Azimuth Mark                     Grid Az
 ER0516:SPC AZ E     -  K 47                                     074 17 50.1
 ER0516:UTM  12      -  K 47                                     073 49 42.4
 ER0516
 ER0516|---------------------------------------------------------------------|
 ER0516| PID    Reference Object                     Distance      Geod. Az  |
 ER0516|                                                           dddmmss.s |
 ER0516| ER0235 K 47                                APPROX.10.5 KM 0744016.8 |
 ER0516| CD1550 BARE RM 1                             9.280 METERS 08455     |
 ER0516| CD1549 BARE AZ MK                                         1011743.8 |
 ER0516| ER0480 SPRINGERVILLE SCHOOL CUPOLA         APPROX.22.6 KM 1162553.1 |
 ER0516| CD1551 BARE RM 2                            11.717 METERS 18047     |
 ER0516|---------------------------------------------------------------------|
 ER0516
 ER0516                          SUPERSEDED SURVEY CONTROL
 ER0516
 ER0516  NAD 83(1986)-  34 13 24.57278(N)    109 30 05.63143(W) AD(       ) 2
 ER0516  NAD 27      -  34 13 24.41546(N)    109 30 03.29087(W) AD(       ) 2
 ER0516  NGVD 29 (07/19/86) 2469.0    (m)         8100.     (f) VERT ANG    3  
 ER0516
 ER0516.Superseded values are not recommended for survey control.
 ER0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0516.See file dsdata.txt to determine how the superseded data were derived.
 ER0516
 ER0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3802087952(NAD 83)
 ER0516_MARKER: DS = TRIANGULATION STATION DISK
 ER0516_SETTING: 0 = UNSPECIFIED SETTING
 ER0516
 ER0516  HISTORY     - Date     Condition        Report By
 ER0516  HISTORY     - 1936     MONUMENTED       CGS
 ER0516  HISTORY     - 1978     SEE DESCRIPTION  AZDT
 ER0516
 ER0516                          STATION DESCRIPTION
 ER0516
 ER0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0516'THE STATION IS ABOUT 14 MILES, AIR LINE, WNW OF SPRINGERVILLE,
 ER0516'ABOUT 1 MILE S OF NEW U.S. HIGHWAY 60, 1/2 MILE S OF A GRAVEL
 ER0516'PIT IN SECTION 32, T. 10 N. R. 27 E.
 ER0516'
 ER0516'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 ER0516'AT THE TOP OF CAST-IRON PIPES.  UNDERGROUND MARK IS A STANDARD
 ER0516'DISK SET IN CONCRETE.
 ER0516'
 ER0516'REFERENCE MARK NO. 1 IS 30.45 FEET FROM THE STATION N 84 DEG 53 MIN E.
 ER0516'264 DEG 53 MIN.
 ER0516'
 ER0516'REFERENCE MARK NO. 2 IS 38.44 FEET FROM THE STATION S 00 DEG 47 MIN W.
 ER0516'0 DEG 47 MIN.
 ER0516'
 ER0516'AZIMUTH MARK, AN ARIZONA HIGHWAY DEPARTMENT DISK SET IN THE
 ER0516'MIDDLE OF A CONCRETE WALL ON S SIDE OF BRIDGE, IS APPROXIMATELY
 ER0516'2 MILES FROM THE STATION N 01 DEG 17 MIN E.
 ER0516'
 ER0516'TO REACH THE STATION FROM SPRINGERVILLE GO N ON U.S. HIGHWAY
 ER0516'260 FOR 5 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 60, TURN NW
 ER0516'ON NEW U.S. HIGHWAY 60 AND GO APPROXIMATELY 10 MILES TO A POINT
 ER0516'WHERE A VERY PROMINENT, ROUND-TOPPED BARE HILL IS VISIBLE ABOUT
 ER0516'1 MILE S, TURN S TOWARD THIS HILL AND GO 0.5 MILE, CONTINUE S
 ER0516'ALONG E SIDE OF GRAVEL PIT ABOUT 0.2 MILE TO BASE OF STEEP
 ER0516'SLOPE, PACK TO TOP OF HILL AND STATION.
 ER0516
 ER0516                          STATION RECOVERY (1978)
 ER0516
 ER0516'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0516'THE SURFACE MARK AND REFERENCE MARK 2 WAS FOUND DESTROYED BY VANDALS.
 ER0516'THE UNDERGROUND MARK WAS RECOVERED, FOUND IN GOOD CONDITION, AND USED
 ER0516'AS OBSERVATION MARK.  NO MARKS WERE SET AT THIS TIME AS SURFACE AREA
 ER0516'IS VOLCANIC ASH AND NOT STABLE.  THE AZIMUTH MARK WAS FOUND IN
 ER0516'HEADWALL BUT DESCRIPTIONS GAVE NO STAMPING.  STATION CERRO ADOT CAN BE
 ER0516'USED FOR AZIMUTH MARK.
 ER0516'
 ER0516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 260 AND 60, 5
 ER0516'MILES NORTH OF SPRINGERVILLE, TRAVEL NORTHWEST ON HWY. 60 FOR 10 MILES
 ER0516'TO A POINT WHERE A PROMINENT ROUND-TOP HILL IS VISIBLE ABOUT 1 MILE
 ER0516'SOUTH OF ROAD, TURN SOUTH TOWARD HILL AND GO 0.5 MILE TO GRAVEL PIT,
 ER0516'CONTINUE SOUTH ALONG EAST SIDE OF GRAVEL PIT FOR ABOUT 0.2 MILE TO
 ER0516'BASE OF STEEP SLOPE.  SHORT PACK TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0554 ***********************************************************************
 FQ0554  DESIGNATION -  BARE
 FQ0554  PID         -  FQ0554
 FQ0554  STATE/COUNTY-  AZ/COCONINO
 FQ0554  USGS QUAD   -  DOG KNOBS (1989)
 FQ0554
 FQ0554                         *CURRENT SURVEY CONTROL
 FQ0554  ___________________________________________________________________
 FQ0554* NAD 83(1992)-  35 43 30.33731(N)    111 58 55.35192(W)     ADJUSTED  
 FQ0554* NAVD 88     -      2032.2    (meters)    6667.     (feet)  VERTCON   
 FQ0554  ___________________________________________________________________
 FQ0554  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FQ0554  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0554  HORZ ORDER  -  THIRD
 FQ0554
 FQ0554.The horizontal coordinates were established by classical geodetic methods
 FQ0554.and adjusted by the National Geodetic Survey in August 1993.
 FQ0554
 FQ0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0554
 FQ0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0554
 FQ0554.The geoid height was determined by GEOID03.
 FQ0554
 FQ0554;                    North         East     Units Scale Factor Converg.
 FQ0554;SPC AZ C     -   524,015.282   207,445.702   MT  0.99990043   -0 02 17.4
 FQ0554;SPC AZ C     - 1,719,210.24    680,596.14   iFT  0.99990043   -0 02 17.4
 FQ0554;UTM  12      - 3,953,902.486   411,183.313   MT  0.99969720   -0 34 24.4
 FQ0554
 FQ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0554!SPC AZ C     -   0.99968474  x   0.99990043  =   0.99958520
 FQ0554!UTM  12      -   0.99968474  x   0.99969720  =   0.99938204
 FQ0554
 FQ0554:                Primary Azimuth Mark                     Grid Az
 FQ0554:SPC AZ C     -  RED                                      317 28 54.6
 FQ0554:UTM  12      -  RED                                      318 01 01.6
 FQ0554
 FQ0554|---------------------------------------------------------------------|
 FQ0554| PID    Reference Object                     Distance      Geod. Az  |
 FQ0554|                                                           dddmmss.s |
 FQ0554| FR0839 RED                                 APPROX.14.4 KM 3172637.2 |
 FQ0554|---------------------------------------------------------------------|
 FQ0554
 FQ0554                          SUPERSEDED SURVEY CONTROL
 FQ0554
 FQ0554  NAD 83(1986)-  35 43 30.34726(N)    111 58 55.35600(W) AD(       ) 3
 FQ0554  NGVD 29 (05/08/89) 2031.3    (m)         6664.     (f) VERT ANG    3  
 FQ0554
 FQ0554.Superseded values are not recommended for survey control.
 FQ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0554.See file dsdata.txt to determine how the superseded data were derived.
 FQ0554
 FQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1118353902(NAD 83)
 FQ0554_MARKER: DD = SURVEY DISK
 FQ0554_SETTING: 80 = SET IN A BOULDER
 FQ0554_SP_SET: PARTIALLY EXPOSED BOULDER
 FQ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0554+STABILITY: SURFACE MOTION
 FQ0554
 FQ0554  HISTORY     - Date     Condition        Report By
 FQ0554  HISTORY     - 1956     MONUMENTED       USGS
 FQ0554
 FQ0554                          STATION DESCRIPTION
 FQ0554
 FQ0554'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FQ0554'LOCATED ABOUT 31 MI N. AND 15 MI E. OF WILLIAMS, ABOUT 0.75 MI S.
 FQ0554'OF LOW BRUSH-COVERED HILL, ON HIGHEST PART OF NORTHERNMOST, BARE
 FQ0554'HILL.
 FQ0554'
 FQ0554'TO REACH FROM INTERSECTION OF U.S. HWY. 66 AND STATE HWY. 64 2 MI
 FQ0554'E. OF WILLIAMS, DRIVE 35.5 MI N. ON STATE HWY. 64 TO SIDE RD.
 FQ0554'RIGHT.  TURN E. ON SIDE RD. AND GO THROUGH CATTLEGUARD, FOLLOW
 FQ0554'MAIN-TRAVELED RD. 5.4 MI E. KEEPING MAIN EAST BOUND RD. TO JCT.
 FQ0554'WITH OLD GRAND CANYON RD. (GRADED BUT NARROW).  TURN RIGHT AND
 FQ0554'FOLLOW OLD GRAND CANYON RD. 4.6 MI SE. PASSING THROUGH SEVERAL
 FQ0554'WIRE GATES TO DIM RD. RIGHT.  TURN RIGHT 1.4 MI TO FEED LOT AND
 FQ0554'RESERVOIR.  KEEP LEFT AROUND RESERVOIR AND INSIDE FEED LOT TO
 FQ0554'NORTHWEST CORNER OF LOT AND GATE.  GO THROUGH GATE 0.7 MI AROUND
 FQ0554'SOUTH END OF HILL TO SOUTHWEST SIDE OF HILL AS HIGH AS TRUCK WILL
 FQ0554'CLIMB.  PACK TO HIGHEST POINT AND STATION.  A 5-MINUTE PACK.
 FQ0554'
 FQ0554'STATION MARK--STANDARD TABLET STAMPED---BARE 1956---, SET IN BURIED
 FQ0554'SANDSTONE ROCK.  ROCK WAS BROUGHT IN FROM ANOTHER HILL.
 FQ0554'
 FQ0554'RM 1--COPPER NAIL AND WASHER SET IN DRILL HOLE OF RED CINDER
 FQ0554'ROCK.
 FQ0554'
 FQ0554'RM 2--CHISELED CROSS IN TOP OF RED CINDER BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0918 ***********************************************************************
 DU0918  DESIGNATION -  BARK
 DU0918  PID         -  DU0918
 DU0918  STATE/COUNTY-  AZ/MARICOPA
 DU0918  USGS QUAD   -  MESA (1982)
 DU0918
 DU0918                         *CURRENT SURVEY CONTROL
 DU0918  ___________________________________________________________________
 DU0918* NAD 83(1992)-  33 27 35.69339(N)    111 52 28.92029(W)     ADJUSTED  
 DU0918* NAVD 88     -       366.90   (+/-2cm)    1203.7    (feet)  VERTCON   
 DU0918  ___________________________________________________________________
 DU0918  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DU0918  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0918  HORZ ORDER  -  SECOND
 DU0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0918
 DU0918.The horizontal coordinates were established by classical geodetic methods
 DU0918.and adjusted by the National Geodetic Survey in August 1993.
 DU0918
 DU0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0918.The vertical order pertains to the NGVD 29 superseded value.
 DU0918
 DU0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0918
 DU0918.The geoid height was determined by GEOID03.
 DU0918
 DU0918;                    North         East     Units Scale Factor Converg.
 DU0918;SPC AZ C     -   272,755.720   217,261.048   MT  0.99990019   +0 01 23.3
 DU0918;SPC AZ C     -   894,867.85    712,798.71   iFT  0.99990019   +0 01 23.3
 DU0918;UTM  12      - 3,702,617.145   418,714.480   MT  0.99968146   -0 28 56.3
 DU0918
 DU0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0918!SPC AZ C     -   0.99994706  x   0.99990019  =   0.99984726
 DU0918!UTM  12      -   0.99994706  x   0.99968146  =   0.99962854
 DU0918
 DU0918:                Primary Azimuth Mark                     Grid Az
 DU0918:SPC AZ C     -  T2N R5E SEC 31 1/4 COR                   001 08 46.0
 DU0918:UTM  12      -  T2N R5E SEC 31 1/4 COR                   001 39 05.6
 DU0918
 DU0918|---------------------------------------------------------------------|
 DU0918| PID    Reference Object                     Distance      Geod. Az  |
 DU0918|                                                           dddmmss.s |
 DU0918| CH5412 T2N R5E SEC 31 1/4 COR                             0011009.3 |
 DU0918| DU0916 BARK AZ MK                                         0013950.5 |
 DU0918| DU0917 BARK RM 1                             9.755 METERS 00205     |
 DU0918| DU2149 MESA MUNICIPAL TANK 2               APPROX. 5.9 KM 1362014.9 |
 DU0918| DU2150 MESA MUNICIPAL TANK 1               APPROX. 6.0 KM 1364220.6 |
 DU0918| DU0919 BARK RM 2                             9.997 METERS 17924     |
 DU0918| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 6.4 KM 2531957.6 |
 DU0918| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 2.7 KM 2772855.9 |
 DU0918|---------------------------------------------------------------------|
 DU0918
 DU0918                          SUPERSEDED SURVEY CONTROL
 DU0918
 DU0918  NAD 83(1986)-  33 27 35.68779(N)    111 52 28.92434(W) AD(       ) 2
 DU0918  NAD 27      -  33 27 35.52650(N)    111 52 26.40120(W) AD(       ) 2
 DU0918  NGVD 29 (??/??/92)  366.319  (m)         1201.83   (f) ADJ UNCH    2 0
 DU0918
 DU0918.Superseded values are not recommended for survey control.
 DU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0918.See file dsdata.txt to determine how the superseded data were derived.
 DU0918
 DU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1871402617(NAD 83)
 DU0918_MARKER: DE = TRAVERSE STATION DISK
 DU0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0918_STAMPING: BARK 1963
 DU0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0918+STABILITY: SURFACE MOTION
 DU0918
 DU0918  HISTORY     - Date     Condition        Report By
 DU0918  HISTORY     - 1963     MONUMENTED       CGS
 DU0918  HISTORY     - 1963     GOOD             CGS
 DU0918  HISTORY     - 1970     GOOD             NGS
 DU0918  HISTORY     - 1970     GOOD             NGS
 DU0918  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0918  HISTORY     - 20061127 MARK NOT FOUND   GEOCAC
 DU0918
 DU0918                          STATION DESCRIPTION
 DU0918
 DU0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0918'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SCOTTSDALE,
 DU0918'ABOUT 3-1/2 MILES NORTHWEST OF MESA AND ABOUT 1/2 MILE SOUTH
 DU0918'OF EAST MC DOWELL ROAD.
 DU0918'
 DU0918'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0918'ROAD AND SCOTTSDALE ROAD, GO EAST ON EAST MC DOWELL ROAD FOR 3.0
 DU0918'MILES TO A SIDE ROAD RIGHT, AZIMUTH MARK AND SECTION CORNER AS
 DU0918'DESCRIBED, TURN RIGHT, GO SOUTH ON DIRT ROAD FOR 0.35 MILE TO
 DU0918'STATION ON RIGHT.
 DU0918'
 DU0918'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0918'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BARK 1963.  THE
 DU0918'MARK IS 20 FEET WEST OF CENTER OF DIRT ROAD, 7 FEET EAST OF
 DU0918'THE EAST EDGE OF A CONCRETE IRRIGATION DITCH, 2.7 FEET WEST
 DU0918'OF FENCE AND 2.5 FEET WEST-SOUTHWEST OF WITNESS POST.
 DU0918'
 DU0918'REFERENCE MARK 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU0918'CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED BARK NO 1
 DU0918'1963.  THE MARK IS 32.1 FEET NORTH OF WITNESS POST, 20 FEET
 DU0918'WEST OF CENTER OF DIRT ROAD, 8 FEET EAST OF THE EAST EDGE OF A
 DU0918'CONCRETE IRRIGATION DITCH AND 1.5 FEET WEST OF FENCE.
 DU0918'
 DU0918'REFERENCE MARK 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU0918'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BARK NO 2 1963.
 DU0918'THE MARK IS 32.6 FEET SOUTH OF WITNESS POST, 20 FEET WEST OF
 DU0918'CENTER OF DIRT ROAD, 7.5 FEET EAST OF THE EAST EDGE OF A
 DU0918'CONCRETE IRRIGATION DITCH AND 2 FEET WEST OF FENCE.
 DU0918'
 DU0918'AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE IN A
 DU0918'CONCRETE CYLINDER ABUTMENT AND STAMPED BARK 1963.  THE MARK IS
 DU0918'50.7 FEET SOUTH OF CENTER LINE OF EAST MC DOWELL ROAD, 36 FEET
 DU0918'SOUTH OF THE NORTH CULVERT ABUTMENT, 18.7 FEET SOUTHWEST OF A
 DU0918'FENCE CORNER AND 17 FEET EAST OF CENTER OF DIRT ROAD.
 DU0918'
 DU0918'SECTION CORNER, A PHOENIX CITY SURVEY MARK LOCATED IN THE
 DU0918'CENTER OF EAST MC DOWELL ROAD 3 MILES EAST OF SCOTTSDALE ROAD
 DU0918'AND 0.35 MILE NORTH OF THE STATION.  THE MARK IS A 5/8 INCH
 DU0918'ROD SET IN CONCRETE ABOUT 6 INCHES BELOW THE SURFACE OF THE
 DU0918'ROAD IN A 10 INCH HAND HOLE WITH A METAL COVER.
 DU0918
 DU0918                          STATION RECOVERY (1963)
 DU0918
 DU0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0918'3.4 MI SE FROM SCOTTSDALE.
 DU0918'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0918'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0918'ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTH OF A FARM HOUSE EAST OF THE
 DU0918'ROAD, 21 FEET WEST OF THE CENTER OF THE ROAD, 182 FEET SOUTH OF A
 DU0918'POWER POLE WITH A TRANSFORMER, 2.5 FEET WEST OF A FENCE, 2.6 FEET WEST
 DU0918'OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD,
 DU0918'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE-- RM 1 IS
 DU0918'32.0 FEET NORTH OF TRAVERSE STATION BARK, 21 FEET WEST OF THE CENTER
 DU0918'OF THE ROAD, 150 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 2 FEET
 DU0918'WEST OF A FENCE, 32.2 FEET NORTH OF A METAL WITNESS POST, AND IS A C
 DU0918'AND GS REFERENCE MARK DISK STAMPED BARK NO 1 1963, SET IN TOP OF A
 DU0918'CONCRETE POST PROJECTING 2 INCHES.  RM 2 IS 32.8 FEET SOUTH OF
 DU0918'TRAVERSE STATION BARK, 21 FEET WEST OF THE CENTER OF THE ROAD, 215
 DU0918'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 2 FEET WEST OF A FENCE,
 DU0918'32.7 FEET SOUTH OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE
 DU0918'MARK DISK STAMPED BARK NO 2 1963, SET IN TOP OF A CONCRETE POST
 DU0918'PROJECTING 1 INCH.
 DU0918
 DU0918                          STATION RECOVERY (1970)
 DU0918
 DU0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0918'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 DU0918'ROUTE TO THE STATION FOLLOWS.
 DU0918'
 DU0918'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0918'ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, GO EAST ALONG EAST
 DU0918'MC DOWELL ROAD FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT.
 DU0918'TURN RIGHT AND GO SOUTH FOR 0.4 MILE TO THE STATION ON THE RIGHT
 DU0918'ABOUT 50 YARDS PAST A GREEN HOME ON THE LEFT.  THE STATION
 DU0918'MARK AND REFERENCE MARKS 1 AND 2 ARE SLIGHTLY BELOW FLUSH.
 DU0918'A WITNESS POST WAS SET AT THE WEST SIDE OF THE STATION
 DU0918'MONUMENT.
 DU0918'
 DU0918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- 3-1/2 MILES
 DU0918'NORTHWEST OF MESA.
 DU0918
 DU0918                          STATION RECOVERY (1970)
 DU0918
 DU0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0918'RECOVERED IN GOOD CONDITION.
 DU0918
 DU0918                          STATION RECOVERY (2006)
 DU0918
 DU0918'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0918'MARK NOT FOUND.
 DU0918
 DU0918                          STATION RECOVERY (2006)
 DU0918
 DU0918'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 DU0918'THE SIDE ROAD RIGHT OFF MCDOWELL IS NOW CALLED DOBSON ROAD.  THE
 DU0918'CONCRETE IRRIGATION DITCH
 DU0918'HAS BEEN RE-DUG, AND BROKEN CHUNKS OF THE CONCRETE LINING ARE PILED
 DU0918'ALONG THE EDGE OF THE
 DU0918'ROAD.  GRADING HAS BEEN CARRIED OUT ALONG THE SHOULDER.  DILIGENT
 DU0918'SEARCH FOR 45 MINUTES WITH
 DU0918'GPS, TAPE, AND METAL DETECTOR FAILED TO TURN UP THE MARK OR EITHER RM.
 DU0918' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0916 ***********************************************************************
 DU0916  DESIGNATION -  BARK AZ MK
 DU0916  PID         -  DU0916
 DU0916  STATE/COUNTY-  AZ/MARICOPA
 DU0916  USGS QUAD   -  MESA (1982)
 DU0916
 DU0916                         *CURRENT SURVEY CONTROL
 DU0916  ___________________________________________________________________
 DU0916* NAD 83(1986)-  33 27 55.     (N)    111 52 28.     (W)     SCALED    
 DU0916* NAVD 88     -       371.77   (+/-2cm)    1219.7    (feet)  VERTCON   
 DU0916  ___________________________________________________________________
 DU0916  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0916
 DU0916.The horizontal coordinates were scaled from a topographic map and have
 DU0916.an estimated accuracy of +/- 6 seconds.
 DU0916
 DU0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0916.The vertical order pertains to the NGVD 29 superseded value.
 DU0916
 DU0916.The geoid height was determined by GEOID03.
 DU0916
 DU0916;                    North         East    Units  Estimated Accuracy
 DU0916;SPC AZ C     -   273,350.      217,290.      MT  (+/- 180 meters Scaled)
 DU0916
 DU0916                          SUPERSEDED SURVEY CONTROL
 DU0916
 DU0916  NGVD 29 (??/??/92)  371.189  (m)         1217.81   (f) ADJ UNCH    2 0
 DU0916
 DU0916.Superseded values are not recommended for survey control.
 DU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0916.See file dsdata.txt to determine how the superseded data were derived.
 DU0916
 DU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC187032(NAD 83)
 DU0916_MARKER: DZ = AZIMUTH MARK DISK
 DU0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0916_SP_SET: CULVERT
 DU0916_STAMPING: BARK 1963
 DU0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0916
 DU0916  HISTORY     - Date     Condition        Report By
 DU0916  HISTORY     - 1963     MONUMENTED       CGS
 DU0916  HISTORY     - 1970     GOOD             NGS
 DU0916  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0916
 DU0916                          STATION DESCRIPTION
 DU0916
 DU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0916'3.0 MI E FROM SCOTTSDALE.
 DU0916'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0916'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF A
 DU0916'DIRT ROAD, SET IN TOP OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT
 DU0916'UNDER THE DIRT ROAD, 48 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DU0916'ROAD, 15 FEET EAST OF THE CENTER OF THE DIRT ROAD, AND ABOUT LEVEL
 DU0916'WITH THE DIRT ROAD.
 DU0916
 DU0916                          STATION RECOVERY (1970)
 DU0916
 DU0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0916'RECOVERED IN GOOD CONDITION.
 DU0916
 DU0916                          STATION RECOVERY (2006)
 DU0916
 DU0916'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0916'THE EAST END OF THE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0917 ***********************************************************************
 DU0917  DESIGNATION -  BARK RM 1
 DU0917  PID         -  DU0917
 DU0917  STATE/COUNTY-  AZ/MARICOPA
 DU0917  USGS QUAD   -  MESA (1982)
 DU0917
 DU0917                         *CURRENT SURVEY CONTROL
 DU0917  ___________________________________________________________________
 DU0917* NAD 83(1986)-  33 27 35.     (N)    111 52 29.     (W)     SCALED    
 DU0917* NAVD 88     -       366.94   (+/-2cm)    1203.9    (feet)  VERTCON   
 DU0917  ___________________________________________________________________
 DU0917  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0917
 DU0917.The horizontal coordinates were scaled from a topographic map and have
 DU0917.an estimated accuracy of +/- 6 seconds.
 DU0917
 DU0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0917.The vertical order pertains to the NGVD 29 superseded value.
 DU0917
 DU0917.The geoid height was determined by GEOID03.
 DU0917
 DU0917;                    North         East    Units  Estimated Accuracy
 DU0917;SPC AZ C     -   272,730.      217,260.      MT  (+/- 180 meters Scaled)
 DU0917
 DU0917                          SUPERSEDED SURVEY CONTROL
 DU0917
 DU0917  NGVD 29 (??/??/92)  366.354  (m)         1201.95   (f) ADJ UNCH    2 0
 DU0917
 DU0917.Superseded values are not recommended for survey control.
 DU0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0917.See file dsdata.txt to determine how the superseded data were derived.
 DU0917
 DU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC187025(NAD 83)
 DU0917_MARKER: DR = REFERENCE MARK DISK
 DU0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0917_STAMPING: BARK NO 1 1963
 DU0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0917+STABILITY: SURFACE MOTION
 DU0917
 DU0917  HISTORY     - Date     Condition        Report By
 DU0917  HISTORY     - 1963     MONUMENTED       CGS
 DU0917  HISTORY     - 1970     GOOD             NGS
 DU0917  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0917
 DU0917                          STATION DESCRIPTION
 DU0917
 DU0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0917'3.4 MI SE FROM SCOTTSDALE.
 DU0917'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0917'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0917'ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTH OF A FARM HOUSE EAST OF THE
 DU0917'ROAD, 32.0 FEET NORTH OF TRAVERSE STATION BARK, 21 FEET WEST OF THE
 DU0917'CENTER OF THE ROAD, 150 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER,
 DU0917'2 FEET WEST OF A FENCE, 32.2 FEET NORTH OF A METAL WITNESS POST, AND
 DU0917'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0917
 DU0917                          STATION RECOVERY (1970)
 DU0917
 DU0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0917'RECOVERED IN GOOD CONDITION.
 DU0917
 DU0917                          STATION RECOVERY (2006)
 DU0917
 DU0917'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0919 ***********************************************************************
 DU0919  DESIGNATION -  BARK RM 2
 DU0919  PID         -  DU0919
 DU0919  STATE/COUNTY-  AZ/MARICOPA
 DU0919  USGS QUAD   -  MESA (1982)
 DU0919
 DU0919                         *CURRENT SURVEY CONTROL
 DU0919  ___________________________________________________________________
 DU0919* NAD 83(1986)-  33 27 35.     (N)    111 52 29.     (W)     SCALED    
 DU0919* NAVD 88     -       366.87   (+/-2cm)    1203.6    (feet)  VERTCON   
 DU0919  ___________________________________________________________________
 DU0919  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0919
 DU0919.The horizontal coordinates were scaled from a topographic map and have
 DU0919.an estimated accuracy of +/- 6 seconds.
 DU0919
 DU0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0919.The vertical order pertains to the NGVD 29 superseded value.
 DU0919
 DU0919.The geoid height was determined by GEOID03.
 DU0919
 DU0919;                    North         East    Units  Estimated Accuracy
 DU0919;SPC AZ C     -   272,730.      217,260.      MT  (+/- 180 meters Scaled)
 DU0919
 DU0919                          SUPERSEDED SURVEY CONTROL
 DU0919
 DU0919  NGVD 29 (??/??/92)  366.281  (m)         1201.71   (f) ADJ UNCH    2 0
 DU0919
 DU0919.Superseded values are not recommended for survey control.
 DU0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0919.See file dsdata.txt to determine how the superseded data were derived.
 DU0919
 DU0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC187025(NAD 83)
 DU0919_MARKER: DR = REFERENCE MARK DISK
 DU0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0919_STAMPING: BARK NO 2 1963
 DU0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0919+STABILITY: SURFACE MOTION
 DU0919
 DU0919  HISTORY     - Date     Condition        Report By
 DU0919  HISTORY     - 1963     MONUMENTED       CGS
 DU0919  HISTORY     - 1970     GOOD             NGS
 DU0919  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0919
 DU0919                          STATION DESCRIPTION
 DU0919
 DU0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0919'3.4 MI SE FROM SCOTTSDALE.
 DU0919'3.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0919'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0919'ALONG A DIRT ROAD, ABOUT 100 YARDS SOUTH OF A FARM HOUSE EAST OF THE
 DU0919'ROAD, 32.8 FEET SOUTH OF TRAVERSE STATION BARK, 21 FEET WEST OF THE
 DU0919'CENTER OF THE ROAD, 215 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER,
 DU0919'2 FEET WEST OF A FENCE, 32.7 FEET SOUTH OF A METAL WITNESS POST, AND
 DU0919'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DU0919
 DU0919                          STATION RECOVERY (1970)
 DU0919
 DU0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0919'RECOVERED IN GOOD CONDITION.
 DU0919
 DU0919                          STATION RECOVERY (2006)
 DU0919
 DU0919'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2367 ***********************************************************************
 CZ2367  DESIGNATION -  BARNETT
 CZ2367  PID         -  CZ2367
 CZ2367  STATE/COUNTY-  AZ/PIMA
 CZ2367  USGS QUAD   -  TUCSON (1992)
 CZ2367
 CZ2367                         *CURRENT SURVEY CONTROL
 CZ2367  ___________________________________________________________________
 CZ2367* NAD 83(1992)-  32 11 56.90782(N)    110 58 44.29682(W)     ADJUSTED  
 CZ2367* NAVD 88     -       734.9    (meters)    2411.     (feet)  VERTCON   
 CZ2367  ___________________________________________________________________
 CZ2367  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CZ2367  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ2367  HORZ ORDER  -  SECOND
 CZ2367
 CZ2367.The horizontal coordinates were established by classical geodetic methods
 CZ2367.and adjusted by the National Geodetic Survey in August 1993.
 CZ2367
 CZ2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2367
 CZ2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2367
 CZ2367.The geoid height was determined by GEOID03.
 CZ2367
 CZ2367;                    North         East     Units Scale Factor Converg.
 CZ2367;SPC AZ C     -   133,332.787   301,766.611   MT  0.99999635   +0 29 58.9
 CZ2367;SPC AZ C     -   437,443.53    990,047.94   iFT  0.99999635   +0 29 58.9
 CZ2367;UTM  12      - 3,562,509.518   501,981.964   MT  0.99960005   +0 00 40.3
 CZ2367
 CZ2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2367!SPC AZ C     -   0.99988922  x   0.99999635  =   0.99988557
 CZ2367!UTM  12      -   0.99988922  x   0.99960005  =   0.99948932
 CZ2367
 CZ2367|---------------------------------------------------------------------|
 CZ2367| PID    Reference Object                     Distance      Geod. Az  |
 CZ2367|                                                           dddmmss.s |
 CZ2367| CR8301 BARNETT RM 1                          9.103 METERS 15742     |
 CZ2367| CZ1850 WARNER                              APPROX. 1.8 KM 3143142.5 |
 CZ2367| CR8302 BARNETT RM 2                         24.743 METERS 34045     |
 CZ2367|---------------------------------------------------------------------|
 CZ2367
 CZ2367                          SUPERSEDED SURVEY CONTROL
 CZ2367
 CZ2367  NAD 83(1986)-  32 11 56.90418(N)    110 58 44.29427(W) AD(       ) 2
 CZ2367  NGVD 29 (05/20/88)  734.2    (m)         2409.     (f) VERT ANG    3  
 CZ2367
 CZ2367.Superseded values are not recommended for survey control.
 CZ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2367.See file dsdata.txt to determine how the superseded data were derived.
 CZ2367
 CZ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0198262510(NAD 83)
 CZ2367_MARKER: DS = TRIANGULATION STATION DISK
 CZ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2367+STABILITY: SURFACE MOTION
 CZ2367
 CZ2367  HISTORY     - Date     Condition        Report By
 CZ2367  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2367  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 CZ2367
 CZ2367                          STATION DESCRIPTION
 CZ2367
 CZ2367'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2367'THE STATION IS LOCATED IN DOWNTOWN TUCSON AT THE INTERSTATE HIGHWAY 10
 CZ2367'AND 29TH STREET OVERPASS.
 CZ2367'
 CZ2367'THE STATION MARK IS AN AZDT DISK STAMPED---BARNETT 1982---.  IT IS SET
 CZ2367'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 80 FEET SOUTHEAST OF THE
 CZ2367'SOUTHWEST ABUTMENT OF THE 29TH STREET OVERPASS AND 3 FEET SOUTHWEST OF
 CZ2367'THE EAST BOUND GUARDRAIL AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 CZ2367'
 CZ2367'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BARNETT RM 1 1982---.  IT
 CZ2367'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET SOUTHWEST OF THE
 CZ2367'EAST BOUND GUARD RAIL.
 CZ2367'
 CZ2367'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BARNETT RM 2 1982---.  IT
 CZ2367'IS SET IN TOP OF THE SOUTHWEST END OF THE OVERPASS ABUTMENT.
 CZ2367'
 CZ2367'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND 22ND STREET
 CZ2367'INTERCHANGE IN TUCSON, TRAVEL SOUTH ALONG I-10 FOR 0.55 MILE TO THE
 CZ2367'STATION ON THE RIGHT JUST AFTER CROSSING OVER 29TH STREET.
 CZ2367
 CZ2367                          STATION RECOVERY (2007)
 CZ2367
 CZ2367'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0891 ***********************************************************************
 FQ0891  DESIGNATION -  BARREL
 FQ0891  PID         -  FQ0891
 FQ0891  STATE/COUNTY-  AZ/NAVAJO
 FQ0891  USGS QUAD   -  EGLOFFSTEIN BUTTE (1991)
 FQ0891
 FQ0891                         *CURRENT SURVEY CONTROL
 FQ0891  ___________________________________________________________________
 FQ0891* NAD 83(1992)-  35 32 47.49770(N)    110 25 01.36203(W)     ADJUSTED  
 FQ0891* NAVD 88     -      1999.5    (meters)    6560.     (feet)  VERTCON   
 FQ0891  ___________________________________________________________________
 FQ0891  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 FQ0891  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 FQ0891  HORZ ORDER  -  THIRD
 FQ0891
 FQ0891.The horizontal coordinates were established by classical geodetic methods
 FQ0891.and adjusted by the National Geodetic Survey in August 1993.
 FQ0891
 FQ0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0891
 FQ0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0891
 FQ0891.The geoid height was determined by GEOID03.
 FQ0891
 FQ0891;                    North         East     Units Scale Factor Converg.
 FQ0891;SPC AZ E     -   504,231.765   190,658.679   MT  0.99990635   -0 08 44.0
 FQ0891;SPC AZ E     - 1,654,303.69    625,520.60   iFT  0.99990635   -0 08 44.0
 FQ0891;UTM  12      - 3,933,809.865   552,839.788   MT  0.99963441   +0 20 20.1
 FQ0891
 FQ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0891!SPC AZ E     -   0.99968983  x   0.99990635  =   0.99959621
 FQ0891!UTM  12      -   0.99968983  x   0.99963441  =   0.99932435
 FQ0891
 FQ0891|---------------------------------------------------------------------|
 FQ0891| PID    Reference Object                     Distance      Geod. Az  |
 FQ0891|                                                           dddmmss.s |
 FQ0891| CS3557 BARREL RM 2                          10.409 METERS 00018     |
 FQ0891| FQ0917 STAR                                APPROX.13.9 KM 0472937.0 |
 FQ0891| CS3556 BARREL RM 1                           7.099 METERS 20106     |
 FQ0891|---------------------------------------------------------------------|
 FQ0891
 FQ0891                          SUPERSEDED SURVEY CONTROL
 FQ0891
 FQ0891  NAD 83(1986)-  35 32 47.49668(N)    110 25 01.36424(W) AD(       ) 3
 FQ0891  NGVD 29 (02/23/90) 1998.6    (m)         6557.     (f) VERT ANG    3  
 FQ0891
 FQ0891.Superseded values are not recommended for survey control.
 FQ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0891.See file dsdata.txt to determine how the superseded data were derived.
 FQ0891
 FQ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5284033810(NAD 83)
 FQ0891_MARKER: DS = TRIANGULATION STATION DISK
 FQ0891_SETTING: 80 = SET IN A BOULDER
 FQ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0891+STABILITY: SURFACE MOTION
 FQ0891
 FQ0891  HISTORY     - Date     Condition        Report By
 FQ0891  HISTORY     - 1965     MONUMENTED       USGS
 FQ0891  HISTORY     - 1966     GOOD             USGS
 FQ0891
 FQ0891                          STATION DESCRIPTION
 FQ0891
 FQ0891'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0891'LOCATED ABOUT 20 MI S. OF POLACCA, 3 MI N. OF TEES TO TRADING
 FQ0891'POST.  ON HIGHEST POINT OF TALL BUTTE KNOWN AS BARREL BUTTE.
 FQ0891'
 FQ0891'TO REACH FROM TEES TO TRADING POST, GO 0.9 MI N. ALONG DIRT RD.
 FQ0891'TO Y-RD.  TAKE LEFT FORK 1.1 MI N. TO Y-RD., CONTINUE N. ON LEFT
 FQ0891'FORK 0.7 MI TO RD. INTERSECTION.  TURN LEFT 0.5 MI TO HOUSES.
 FQ0891'CONTINUE CROSS-COUNTRY 0.6 MI TO END OF TRUCK TRAVEL.  PACK 30
 FQ0891'MINUTES TO STATION.
 FQ0891'
 FQ0891'STATION MARK--STANDARD TABLET STAMPED---BARREL 1965---, CEMENTED IN
 FQ0891'LARGE ROCK.
 FQ0891'
 FQ0891'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, CEMENTED IN
 FQ0891'ROCK, ABOUT 1 FT LOWER THAN STATION MARK.
 FQ0891'
 FQ0891'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, CEMENTED IN
 FQ0891'ROCK, ABOUT 6 FT LOWER THAN STATION MARK.
 FQ0891
 FQ0891                          STATION RECOVERY (1966)
 FQ0891
 FQ0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0891'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
 FQ0891'RMS AGREE WITH PREVIOUS USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2042 ***********************************************************************
 DV2042  DESIGNATION -  BARRY
 DV2042  PID         -  DV2042
 DV2042  STATE/COUNTY-  AZ/YAVAPAI
 DV2042  USGS QUAD   -  GOVERNORS PEAK (1978)
 DV2042
 DV2042                         *CURRENT SURVEY CONTROL
 DV2042  ___________________________________________________________________
 DV2042* NAD 83(1992)-  33 53 02.48508(N)    112 16 55.38189(W)     ADJUSTED  
 DV2042* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 DV2042  ___________________________________________________________________
 DV2042  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DV2042  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DV2042  HORZ ORDER  -  SECOND
 DV2042
 DV2042.The horizontal coordinates were established by classical geodetic methods
 DV2042.and adjusted by the National Geodetic Survey in August 1993.
 DV2042
 DV2042.The orthometric height was scaled from a topographic map.
 DV2042
 DV2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2042
 DV2042.The geoid height was determined by GEOID03.
 DV2042
 DV2042;                    North         East     Units Scale Factor Converg.
 DV2042;SPC AZ C     -   319,850.966   179,561.577   MT  0.99991408   -0 12 13.4
 DV2042;SPC AZ C     - 1,049,379.81    589,112.79   iFT  0.99991408   -0 12 13.4
 DV2042;UTM  12      - 3,750,036.451   381,440.981   MT  0.99977328   -0 42 53.4
 DV2042
 DV2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2042!SPC AZ C     -   0.99993071  x   0.99991408  =   0.99984480
 DV2042!UTM  12      -   0.99993071  x   0.99977328  =   0.99970401
 DV2042
 DV2042:                Primary Azimuth Mark                     Grid Az
 DV2042:SPC AZ C     -  BLACK                                    115 37 09.4
 DV2042:UTM  12      -  BLACK                                    116 07 49.4
 DV2042
 DV2042|---------------------------------------------------------------------|
 DV2042| PID    Reference Object                     Distance      Geod. Az  |
 DV2042|                                                           dddmmss.s |
 DV2042| DV1990 BLACK                               APPROX. 3.4 KM 1152456.0 |
 DV2042|---------------------------------------------------------------------|
 DV2042
 DV2042                          SUPERSEDED SURVEY CONTROL
 DV2042
 DV2042  NAD 83(1986)-  33 53 02.48056(N)    112 16 55.38580(W) AD(       ) 2
 DV2042  NAD 27      -  33 53 02.35800(N)    112 16 52.79700(W) AD(       ) 2
 DV2042
 DV2042.Superseded values are not recommended for survey control.
 DV2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2042.See file dsdata.txt to determine how the superseded data were derived.
 DV2042
 DV2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8144150036(NAD 83)
 DV2042_MARKER: DS = TRIANGULATION STATION DISK
 DV2042_SETTING: 80 = SET IN A BOULDER
 DV2042_MARK LOGO: CGS   
 DV2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2042+STABILITY: SURFACE MOTION
 DV2042
 DV2042  HISTORY     - Date     Condition        Report By
 DV2042  HISTORY     - 1924     MONUMENTED       CGS
 DV2042  HISTORY     - 20031220 MARK NOT FOUND   USPSQD
 DV2042
 DV2042                          STATION DESCRIPTION
 DV2042
 DV2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2042'ABOUT 30 MILES NORTH AND 11 MILES WEST OF PHOENIX, 2 MILES
 DV2042'NORTH OF FROG TANKS, 1 MILE SOUTH OF THE SULLIVAN RANCH, AND
 DV2042'ONE-HALF MILE WEST OF THE AGUA FRIA RIVER, ON A LOW MOUND
 DV2042'IN THE GREASWOOD AND CACTUS DESERT.  STATION IS A FEW YARDS
 DV2042'NORTH OF THE YAVAPAI-MARICOPA COUNTY LINE.  MARKED BY A
 DV2042'STANDARD BRONZE DISK SET IN A BURIED BOULDER.
 DV2042
 DV2042                          STATION RECOVERY (2003)
 DV2042
 DV2042'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2042'MARK NOT FOUND. LAKE PLEASANT IS COVERING THE MARK. THE BOAT WAS SET
 DV2042'IN APPROXIAMATELY THE LOCATION OF A GEODETIC MARK THAT WAS LAST
 DV2042'REPORTED TO NGS IN 1924.  DEPTH AT LOCATION WAS 120 FEET ACCORDING TO
 DV2042'THE VESSEL DEPTH FINDER.  WE WILL REPORT THIS COOP EVENT AS A DID NOT
 DV2042'FIND (DNF).  A CLOSE WATCH WAS MADE TO SEE IF MARK WAS RETRIEVED WITH
 DV2042'THE ANCHOR.
 DV2042' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0329 ***********************************************************************
 CY0329  DESIGNATION -  BART
 CY0329  PID         -  CY0329
 CY0329  STATE/COUNTY-  AZ/COCHISE
 CY0329  USGS QUAD   -  BOWIE (1974)
 CY0329
 CY0329                         *CURRENT SURVEY CONTROL
 CY0329  ___________________________________________________________________
 CY0329* NAD 83(1992)-  32 19 00.62048(N)    109 29 02.68202(W)     ADJUSTED  
 CY0329* NAVD 88     -      1151.10   (+/-2cm)    3776.6    (feet)  VERTCON   
 CY0329  ___________________________________________________________________
 CY0329  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CY0329  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0329  HORZ ORDER  -  FIRST
 CY0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0329
 CY0329.The horizontal coordinates were established by classical geodetic methods
 CY0329.and adjusted by the National Geodetic Survey in August 1993.
 CY0329
 CY0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0329.The vertical order pertains to the NGVD 29 superseded value.
 CY0329
 CY0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0329
 CY0329.The geoid height was determined by GEOID03.
 CY0329
 CY0329;                    North         East     Units Scale Factor Converg.
 CY0329;SPC AZ E     -   146,202.333   277,631.357   MT  0.99995092   +0 21 53.7
 CY0329;SPC AZ E     -   479,666.45    910,864.03   iFT  0.99995092   +0 21 53.7
 CY0329;UTM  12      - 3,576,565.130   642,699.513   MT  0.99985111   +0 48 38.0
 CY0329
 CY0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0329!SPC AZ E     -   0.99982350  x   0.99995092  =   0.99977443
 CY0329!UTM  12      -   0.99982350  x   0.99985111  =   0.99967464
 CY0329
 CY0329:                Primary Azimuth Mark                     Grid Az
 CY0329:SPC AZ E     -  COTTON                                   088 52 31.6
 CY0329:UTM  12      -  COTTON                                   088 25 47.3
 CY0329
 CY0329|---------------------------------------------------------------------|
 CY0329| PID    Reference Object                     Distance      Geod. Az  |
 CY0329|                                                           dddmmss.s |
 CY0329| CY0333 COTTON                              APPROX. 4.3 KM 0891425.3 |
 CY0329| CY1156 BUREAU OF STANDARDS TALL MAST       APPROX.15.7 KM 1620445.5 |
 CY0329| CY1153 BUREAU OF STANDARDS SHORT MAST      APPROX.15.6 KM 1622020.2 |
 CY0329| CY0328 BART RM 1                            18.569 METERS 17952     |
 CY0329| CY1165 ROUTE 86 STA 0+70                    21.280 METERS 24958     |
 CY0329| CC5917 HIGHWAY 70 STA 3376+06.69                          2733307.8 |
 CY0329| CY0330 BART RM 2                            19.790 METERS 27831     |
 CY0329|---------------------------------------------------------------------|
 CY0329
 CY0329                          SUPERSEDED SURVEY CONTROL
 CY0329
 CY0329  NAD 83(1986)-  32 19 00.61569(N)    109 29 02.67955(W) AD(       ) 1
 CY0329  NAD 27      -  32 19 00.34470(N)    109 29 00.44710(W) AD(       ) 1
 CY0329  NGVD 29 (??/??/92) 1150.396  (m)         3774.26   (f) ADJ UNCH    2 0
 CY0329
 CY0329.Superseded values are not recommended for survey control.
 CY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0329.See file dsdata.txt to determine how the superseded data were derived.
 CY0329
 CY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4270076565(NAD 83)
 CY0329_MARKER: DS = TRIANGULATION STATION DISK
 CY0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0329_STAMPING: BART 1960
 CY0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0329+STABILITY: SURFACE MOTION
 CY0329
 CY0329  HISTORY     - Date     Condition        Report By
 CY0329  HISTORY     - 1960     MONUMENTED       CGS
 CY0329  HISTORY     - 1960     GOOD             CGS
 CY0329  HISTORY     - 1967     GOOD             CGS
 CY0329  HISTORY     - 1967     GOOD             USAF
 CY0329  HISTORY     - 1970     GOOD             NGS
 CY0329  HISTORY     - 1970     GOOD             NGS
 CY0329
 CY0329                          STATION DESCRIPTION
 CY0329
 CY0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0329'THE STATION IS ABOUT 0.75 MILE SOUTHEAST OF BOWIE.
 CY0329'
 CY0329'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO SOUTH
 CY0329'ON THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 86, TURN LEFT
 CY0329'AND GO EAST ON STATE HIGHWAY 86 FOR 0.2 MILE TO A CROSS STREET
 CY0329'AND A SIGN ON THE RIGHT.  CHIRICAHUA NATIONAL MONUMENT.  TURN
 CY0329'RIGHT AND GO SOUTH ON THE MACADAM ROAD FOR 0.55 MILE TO
 CY0329'THE STATION ON THE LEFT.
 CY0329'
 CY0329'THE STATION MARK, STAMPED BART 1960, IS A STANDARD DISK
 CY0329'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0329'2 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF THE MACADAM
 CY0329'ROAD, 2 FEET SOUTH OF THE WITNESS POST AND 1 FOOT WEST OF
 CY0329'A NORTH-SOUTH FENCE LINE.
 CY0329'
 CY0329'REFERENCE MARK NO. 1, STAMPED BART NO 1 1960, IS A STANDARD
 CY0329'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY0329'PROJECTS 2 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF THE
 CY0329'MACADAM ROAD AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.
 CY0329'
 CY0329'REFERENCE MARK NO. 2, STAMPED BART NO 2 1960, IS A STANDARD
 CY0329'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY0329'PROJECTS 1 INCH.  IT IS 30 FEET WEST OF THE CENTER OF THE
 CY0329'MACADAM ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 CY0329'
 CY0329'TRIANGULATION STATION COTTON MAY BE USED FOR THE AZIMUTH MARK.
 CY0329'SEE DESCRIPTION THEREOF.
 CY0329
 CY0329                          STATION RECOVERY (1960)
 CY0329
 CY0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0329'MARK FOUND AS DESCRIBED EXCEPT AS NOTED.  REVISED DESCRIPTION
 CY0329'FOLLOWS--LOCATED ABOUT 0.75 MI SE OF BOWIE, ARIZ.  ABOUT 150
 CY0329'FT. S OF THE CENTERLINE OF THE E BOUND LANE OF INTERSTATE
 CY0329'10 (OVERPASS), 56-1/2 FT SOUTH OF FENCE CORNER, 35-1/2 FT.
 CY0329'E OF CENTERLINE ROAD, 2 FT S OF METAL WITNESS SIGN, 1/2
 CY0329'FT W OF FENCE LINE.
 CY0329'
 CY0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STA IS ABOUT
 CY0329'0.75 MI SE OF BOWIE
 CY0329
 CY0329                          STATION RECOVERY (1967)
 CY0329
 CY0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY0329'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 CY0329'GOOD CONDITION.  STATION MAY ALSO BE REFERENCED TO A NEW
 CY0329'HIGHWAY OVERPASS.  STATION IS APPROX 100 FT S. OF THE OVERPASS.
 CY0329
 CY0329                          STATION RECOVERY (1967)
 CY0329
 CY0329'RECOVERY NOTE BY US AIR FORCE 1967
 CY0329'TRIANGULATION STATION AND R.M. 1 WERE FOUND AS DESCRIBED IN
 CY0329'GOOD CONDITION.  R.M. 2 COULD NOT BE FOUND.
 CY0329
 CY0329                          STATION RECOVERY (1970)
 CY0329
 CY0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0329'0.5 MI S FROM BOWIE.
 CY0329'0.3 MILE EAST FROM THE POST OFFICE IN BOWIE ALONG INTERSTATE HIGHWAY
 CY0329'BUSINESS ROUTE TO A PAVED SIDE ROAD THENCE SOUTH 0.6 MILE TO
 CY0329'OVERPASSES THENCE SOUTH 0.05 MILE, 56 FEET SOUTH OF A RIGHT-OF-WAY
 CY0329'FENCE CORNER, 35 FEET EAST OF THE CENTER OF A PAVED ROAD, 2 FEET SOUTH
 CY0329'OF A METAL WITNESS POST WITH SIGN, AND 1.5 FEET WEST OF A FENCE LINE
 CY0329'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 CY0329'SURFACE OF THE GROUND.
 CY0329
 CY0329                          STATION RECOVERY (1970)
 CY0329
 CY0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0329'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS PREVIOUSLY
 CY0329'DESCRIBED IN 1960.  REFERENCE MARK 2 WAS SEARCHED FOR AND IS
 CY0329'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  ARIZONA STATE
 CY0329'HIGHWAY DEPARTMENT STATION MARKS HAVE BEEN UTILIZED FOR REFERENCE
 CY0329'MARK 3 AND THE AZIMUTH MARK.  THE DISTANCE TO REFERENCE MARK 1
 CY0329'COMPARES TO THAT OF 1960.
 CY0329'
 CY0329'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CY0329'
 CY0329'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF BOWIE, 90 YARDS
 CY0329'SOUTH OF THE SOUTH LANE OF INTERSTATE HIGHWAY 10 AND ON THE HIGHWAY
 CY0329'RIGHT-OF-WAY.
 CY0329'
 CY0329'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO EAST ON THE
 CY0329'MAIN STREET AND BUSINESS ROUTE OF INTERSTATE HIGHWAY 10 FOR 0.3 MILE
 CY0329'TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 CY0329'PAVED ROAD FOR 0.6 MILE TO THE OVERPASSES OF INTERSTATE HIGHWAY 10.
 CY0329'CONTINUE SOUTH FOR 0.05 MILE TO THE STATION ON THE LEFT.  TO
 CY0329'REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVELED
 CY0329'ROAD ALONG THE SOUTH SIDE OF THE INTERSTATE HIGHWAY FOR 0.35 MILE
 CY0329'TO THE MARK ON THE LEFT.
 CY0329'
 CY0329'THE STATION MARK IS A STANDARD DISK STAMPED BART 1960, SET IN THE
 CY0329'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CY0329'GROUND SURFACE.  IT IS 56 FEET SOUTH OF A RIGHT-OF-WAY FENCE
 CY0329'CORNER, 35 FEET EAST OF THE CENTER OF THE PAVED ROAD, 2 FEET SOUTH
 CY0329'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET WEST OF A
 CY0329'FENCE LINE.
 CY0329'
 CY0329'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BART NO 1 1960, SET IN
 CY0329'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 CY0329'THE GROUND SURFACE.  IT IS 63 FEET SOUTH OF THE METAL WITNESS POST,
 CY0329'36 FEET EAST OF THE CENTER OF THE PAVED ROAD AND 1 FOOT WEST OF
 CY0329'THE FENCE.
 CY0329'
 CY0329'REFERENCE MARK 3 IS A ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY0329'ARIZONA HIGHWAY DEPT. 1968 ELEV. 3773.17 STA. 0+70, SET IN THE TOP
 CY0329'OF A 6-INCH DIAMETER CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 CY0329'30 FEET WEST OF THE CENTER OF THE PAVED ROAD, 18 FEET NORTH OF A
 CY0329'POWER LINE POLE AND 2 FEET NORTH OF A METAL RIGHT-OF-WAY MARKER
 CY0329'POST.  THE POINT USED ON THIS DISK WAS THE PLUS SIGN.
 CY0329'
 CY0329'THE AZIMUTH MARK IS A ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY0329'ARIZONA HIGHWAY DEPT. 1968 ELEV. 3786.06 STA. 3376+06.69, SET IN THE
 CY0329'TOP OF A 6-INCH DIAMETER CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 CY0329'IS 35.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 16 FEET SOUTH
 CY0329'OF THE CENTER OF THE GRAVELED ROAD, 2 FEET EAST OF A METAL
 CY0329'RIGHT-OF-WAY MARKER POST AND 1 FOOT NORTH OF A METAL WITNESS POST
 CY0329'WITH SIGN ATTACHED.  THE POINT USED ON THIS DISK WAS THE
 CY0329'DECIMAL POINT IN THE ELEVATION NUMERALS.
 CY0329'
 CY0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 CY0329'BOWIE.
 CY0329'
 CY0329'HEIGHT OF LIGHT ABOVE STATION MARK 85.99 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0328 ***********************************************************************
 CY0328  DESIGNATION -  BART RM 1
 CY0328  PID         -  CY0328
 CY0328  STATE/COUNTY-  AZ/COCHISE
 CY0328  USGS QUAD   -  BOWIE (1974)
 CY0328
 CY0328                         *CURRENT SURVEY CONTROL
 CY0328  ___________________________________________________________________
 CY0328* NAD 83(1986)-  32 19 00.     (N)    109 29 03.     (W)     SCALED    
 CY0328* NAVD 88     -      1151.10   (+/-2cm)    3776.6    (feet)  VERTCON   
 CY0328  ___________________________________________________________________
 CY0328  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0328
 CY0328.The horizontal coordinates were scaled from a topographic map and have
 CY0328.an estimated accuracy of +/- 6 seconds.
 CY0328
 CY0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0328.The vertical order pertains to the NGVD 29 superseded value.
 CY0328
 CY0328.The geoid height was determined by GEOID03.
 CY0328
 CY0328;                    North         East    Units  Estimated Accuracy
 CY0328;SPC AZ E     -   146,180.      277,620.      MT  (+/- 180 meters Scaled)
 CY0328
 CY0328                          SUPERSEDED SURVEY CONTROL
 CY0328
 CY0328  NGVD 29 (??/??/92) 1150.398  (m)         3774.26   (f) ADJ UNCH    2 0
 CY0328
 CY0328.Superseded values are not recommended for survey control.
 CY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0328.See file dsdata.txt to determine how the superseded data were derived.
 CY0328
 CY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA426765(NAD 83)
 CY0328_MARKER: DB = BENCH MARK DISK
 CY0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0328_STAMPING: BART NO 1 1960
 CY0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0328+STABILITY: SURFACE MOTION
 CY0328
 CY0328  HISTORY     - Date     Condition        Report By
 CY0328  HISTORY     - 1960     MONUMENTED       CGS
 CY0328  HISTORY     - 1970     GOOD             NGS
 CY0328
 CY0328                          STATION DESCRIPTION
 CY0328
 CY0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0328'0.5 MI S FROM BOWIE.
 CY0328'0.3 MILE EAST FROM THE POST OFFICE IN BOWIE ALONG INTERSTATE HIGHWAY
 CY0328'BUSINESS ROUTE TO A PAVED SIDE ROAD THENCE SOUTH 0.6 MILE TO
 CY0328'OVERPASSES THENCE SOUTH 0.05 MILE, 63 FEET SOUTH OF A METAL WITNESS
 CY0328'POST WITH SIGN, 36 FEET EAST OF THE CENTER OF THE PAVED ROAD, 1 FOOT
 CY0328'WEST OF A FENCE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CY0328'SET FLUSH WITH THE SURFACE OF THE GROUND.  SEC 10, T 13 S, R 28 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2144 ***********************************************************************
 DU2144  DESIGNATION -  BASE STATION A
 DU2144  PID         -  DU2144
 DU2144  STATE/COUNTY-  AZ/PINAL
 DU2144  USGS QUAD   -  GILA BUTTE SE (1981)
 DU2144
 DU2144                         *CURRENT SURVEY CONTROL
 DU2144  ___________________________________________________________________
 DU2144* NAD 83(1992)-  33 04 12.44422(N)    111 51 02.42500(W)     ADJUSTED  
 DU2144* NAVD 88     -       439.6    (meters)    1442.     (feet)  VERTCON   
 DU2144  ___________________________________________________________________
 DU2144  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DU2144  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DU2144  HORZ ORDER  -  FIRST
 DU2144
 DU2144.The horizontal coordinates were established by classical geodetic methods
 DU2144.and adjusted by the National Geodetic Survey in August 1993.
 DU2144
 DU2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2144
 DU2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2144
 DU2144.The geoid height was determined by GEOID03.
 DU2144
 DU2144;                    North         East     Units Scale Factor Converg.
 DU2144;SPC AZ C     -   229,529.742   219,521.764   MT  0.99990047   +0 02 09.6
 DU2144;SPC AZ C     -   753,050.33    720,215.76   iFT  0.99990047   +0 02 09.6
 DU2144;UTM  12      - 3,659,382.537   420,595.347   MT  0.99967774   -0 27 51.1
 DU2144
 DU2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2144!SPC AZ C     -   0.99993571  x   0.99990047  =   0.99983618
 DU2144!UTM  12      -   0.99993571  x   0.99967774  =   0.99961347
 DU2144
 DU2144|---------------------------------------------------------------------|
 DU2144| PID    Reference Object                     Distance      Geod. Az  |
 DU2144|                                                           dddmmss.s |
 DU2144| CH4274 BASE STATION A RM 2                  11.128 METERS 19558     |
 DU2144| CH4273 BASE STATION A RM 1                  14.414 METERS 33951     |
 DU2144| DU2131 GILA BUTTE                          APPROX. 9.6 KM 3533945.1 |
 DU2144|---------------------------------------------------------------------|
 DU2144
 DU2144                          SUPERSEDED SURVEY CONTROL
 DU2144
 DU2144  NAD 83(1986)-  33 04 12.43763(N)    111 51 02.42823(W) AD(       ) 1
 DU2144  NAD 27      -  33 04 12.24430(N)    111 50 59.94094(W) AD(       ) 1
 DU2144  NGVD 29 (07/19/86)  439.1    (m)         1441.     (f) VERT ANG    3  
 DU2144
 DU2144.Superseded values are not recommended for survey control.
 DU2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2144.See file dsdata.txt to determine how the superseded data were derived.
 DU2144
 DU2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2059559383(NAD 83)
 DU2144_MARKER: DD = SURVEY DISK
 DU2144_SETTING: 66 = SET IN ROCK OUTCROP
 DU2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2144+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU2144
 DU2144  HISTORY     - Date     Condition        Report By
 DU2144  HISTORY     - 1962     MONUMENTED       AMS
 DU2144  HISTORY     - 20060910 GOOD             GEOCAC
 DU2144
 DU2144                          STATION DESCRIPTION
 DU2144
 DU2144'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DU2144'T-4-S.  R-5-E.  IN SECTION 21 IN THE NORTHWEST 1/4.
 DU2144'
 DU2144'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MOST NORTHERN
 DU2144'AND LOWEST OF TWO PEAKS OF A LONE ROCKY BUTTE.
 DU2144'
 DU2144'THE MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CEMENTED INTO
 DU2144'A DRILL HOLE IN BEDROCK WHICH IS REINFORCED WITH ADDITIONAL
 DU2144'ROCK AND CONCRETE.  IT IS STAMPED--BASE STATION-A 1962 ARMY
 DU2144'MAP SERVICE.
 DU2144'
 DU2144'TO REACH FROM THE COURT HOUSE IN CHANDLER, MARICOPA COUNTY,
 DU2144'ARIZONA, GO SOUTH ON STATE HIGHWAY NO. 87 FOR 6.4 MILES TO THE
 DU2144'JUNCTION OF STATE HIGHWAYS 87 AND NO. 93, CONTINUE SOUTH ON
 DU2144'HIGHWAY NO. 93 FOR 911 MILES TO A CROSSROAD.  TURN RIGHT,
 DU2144'WEST, ON BLACK TOP ROAD AND GO FOR 0.5 MILE TO A CROSSROAD.
 DU2144'TURN LEFT, SOUTH, ON DIRT ROAD AND GO FOR 0.25 MILE TO THE END
 DU2144'OF A NORTH-SOUTH DITCH AND A ROAD ON RIGHT.  TURN RIGHT, WEST,
 DU2144'AND DRIVE TO THE BASE OF HILL.  PACK TO THE SUMMIT OF THE
 DU2144'MOST NORTHERN PEAK AND THE STATION SITE.
 DU2144'
 DU2144'REFERENCE MARK NO. 1 IS A C. OF E. DISK SET IN BEDROCK AND
 DU2144'IS STAMPED--BASE STATION-A R.M.-1 1962 ARMY MAP SERVICE.
 DU2144'LOCATED 47.29 FEET NORTH OF THE STATION.
 DU2144'
 DU2144'REFERENCE MARK NO. 2 IS A C. OF E. DISK SET IN BEDROCK AND
 DU2144'IS STAMPED--BASE STATION-A R.M.-2 1962 ARMY MAP SERVICE.
 DU2144'LOCATED 36.51 FEET SOUTH-SOUTHWEST OF THE STATION.
 DU2144
 DU2144                          STATION RECOVERY (2006)
 DU2144
 DU2144'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2144'THE STATION MARK, RM1, AND RM2 WERE ALL RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2156 ***********************************************************************
 DU2156  DESIGNATION -  BASELINE
 DU2156  PID         -  DU2156
 DU2156  STATE/COUNTY-  AZ/MARICOPA
 DU2156  USGS QUAD   -  MESA (1982)
 DU2156
 DU2156                         *CURRENT SURVEY CONTROL
 DU2156  ___________________________________________________________________
 DU2156* NAD 83(1992)-  33 22 38.37374(N)    111 50 32.47827(W)     ADJUSTED  
 DU2156* NAVD 88     -       369.0    (meters)    1211.     (feet)  VERTCON   
 DU2156  ___________________________________________________________________
 DU2156  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DU2156  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU2156  HORZ ORDER  -  SECOND
 DU2156
 DU2156.The horizontal coordinates were established by classical geodetic methods
 DU2156.and adjusted by the National Geodetic Survey in August 1993.
 DU2156
 DU2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2156
 DU2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2156
 DU2156.The geoid height was determined by GEOID03.
 DU2156
 DU2156;                    North         East     Units Scale Factor Converg.
 DU2156;SPC AZ C     -   263,598.233   220,274.256   MT  0.99990059   +0 02 27.2
 DU2156;SPC AZ C     -   864,823.60    722,684.57   iFT  0.99990059   +0 02 27.2
 DU2156;UTM  12      - 3,693,435.499   421,646.226   MT  0.99967569   -0 27 48.4
 DU2156
 DU2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2156!SPC AZ C     -   0.99994676  x   0.99990059  =   0.99984735
 DU2156!UTM  12      -   0.99994676  x   0.99967569  =   0.99962246
 DU2156
 DU2156|---------------------------------------------------------------------|
 DU2156| PID    Reference Object                     Distance      Geod. Az  |
 DU2156|                                                           dddmmss.s |
 DU2156| CH4275 BASELINE RM 1                        13.120 METERS 19522     |
 DU2156| DU2189 HUMM 2                              APPROX.12.1 KM 2854350.1 |
 DU2156| CH4276 BASELINE RM 2                         5.606 METERS 31738     |
 DU2156|---------------------------------------------------------------------|
 DU2156
 DU2156                          SUPERSEDED SURVEY CONTROL
 DU2156
 DU2156  NAD 83(1986)-  33 22 38.36785(N)    111 50 32.48267(W) AD(       ) 2
 DU2156  NAD 27      -  33 22 38.19657(N)    111 50 29.97358(W) AD(       ) 2
 DU2156  NGVD 29 (07/19/86)  368.4    (m)         1209.     (f) VERT ANG    3  
 DU2156
 DU2156.Superseded values are not recommended for survey control.
 DU2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2156.See file dsdata.txt to determine how the superseded data were derived.
 DU2156
 DU2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2164693435(NAD 83)
 DU2156_MARKER: DD = SURVEY DISK
 DU2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2156
 DU2156  HISTORY     - Date     Condition        Report By
 DU2156  HISTORY     - 1976     MONUMENTED       AZDT
 DU2156  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU2156
 DU2156                          STATION DESCRIPTION
 DU2156
 DU2156'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2156'THE STATION IS ABOUT 2.5 MILES SOUTH OF MESA NEAR THE
 DU2156'INTERSECTION OF STATE HIGHWAY 87-93 AND BASELINE ROAD IN THE
 DU2156'TRAFFIC ISLAND ON WEST SIDE OF HIGHWAY 87-93.
 DU2156'
 DU2156'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BASELINE
 DU2156'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2156'STATION IS ABOUT 0.1 MILE SOUTH OF INTERSECTION AT BASELINE
 DU2156'ROAD AND STATE HIGHWAY 87-93 IN A TRAFFIC ISLAND, 80 FEET WEST
 DU2156'OF SOUTHBOUND LANE OF HIGHWAY, 12.5 FEET EAST OF CURB AND 35
 DU2156'FEET EAST OF A TELEPHONE POLE.
 DU2156'
 DU2156'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2156'BASELINE 1976 AND IS EPOXIED IN EAST CURB OF ACCESS ROAD.  THE
 DU2156'MARK IS 45 FEET SOUTHEAST OF A TELEPHONE POLE.
 DU2156'
 DU2156'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2156'BASELINE 1976 AND IS EPOXIED IN EAST CURB OF ACCESS.  THE MARK
 DU2156'IS 29 FEET SOUTHWEST OF A TELEPHONE POLE.
 DU2156'
 DU2156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87-93
 DU2156'AND U.S. HIGHWAY 60, 70, 80 AND 89 IN MESA, GO SOUTH ON STATE
 DU2156'HIGHWAY 87-93 FOR 2.5 MILES TO INTERSECTION OF BASELINE ROAD
 DU2156'AND STATION IN A TRAFFIC ISLAND WEST OF HIGHWAY AND SOUTH OF
 DU2156'BASELINE ROAD.
 DU2156'
 DU2156'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2156
 DU2156                          STATION RECOVERY (2005)
 DU2156
 DU2156'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2156'TRAFFIC ISLAND, TELEPHONE POLE, AND REFERENCE MARKS NOT FOUND. THE
 DU2156'TRAFFIC FLOW IN THIS AREA HAS CHANGED SINCE 1976. SIDEWALKS HAD A DATE
 DU2156'STAMP OF 1988. THE ADJUSTED COORDINATES POINT TO AREA WITH A SMALL
 DU2156'HILL OF GRAVEL AND DIRT WEST OF STATE HIGHWAY 87-93 (ARIZONA AVE.).
 DU2156'DID NOT PROBE THE GROUND IN THE AREA FOR THE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0300 ***********************************************************************
 GQ0300  DESIGNATION -  BASS
 GQ0300  PID         -  GQ0300
 GQ0300  STATE/COUNTY-  AZ/COCONINO
 GQ0300  USGS QUAD   -  HAVASUPAI POINT (1988)
 GQ0300
 GQ0300                         *CURRENT SURVEY CONTROL
 GQ0300  ___________________________________________________________________
 GQ0300* NAD 83(1992)-  36 10 13.52010(N)    112 21 26.34670(W)     ADJUSTED  
 GQ0300* NAVD 88     -      2065.77   (+/-2cm)    6777.4    (feet)  VERTCON   
 GQ0300  ___________________________________________________________________
 GQ0300  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 GQ0300  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GQ0300  HORZ ORDER  -  SECOND
 GQ0300  VERT ORDER  -  THIRD ? (See Below)
 GQ0300
 GQ0300.The horizontal coordinates were established by classical geodetic methods
 GQ0300.and adjusted by the National Geodetic Survey in August 1993.
 GQ0300
 GQ0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0300.The vertical order pertains to the NGVD 29 superseded value.
 GQ0300
 GQ0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0300
 GQ0300.The geoid height was determined by GEOID03.
 GQ0300
 GQ0300;                    North         East     Units Scale Factor Converg.
 GQ0300;SPC AZ C     -   573,511.119   173,718.707   MT  0.99991936   -0 15 36.3
 GQ0300;SPC AZ C     - 1,881,598.16    569,943.26   iFT  0.99991936   -0 15 36.3
 GQ0300;UTM  12      - 4,003,704.499   377,928.359   MT  0.99978361   -0 48 04.2
 GQ0300
 GQ0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0300!SPC AZ C     -   0.99967953  x   0.99991936  =   0.99959891
 GQ0300!UTM  12      -   0.99967953  x   0.99978361  =   0.99946321
 GQ0300
 GQ0300:                Primary Azimuth Mark                     Grid Az
 GQ0300:SPC AZ C     -  POST                                     187 21 33.9
 GQ0300:UTM  12      -  POST                                     187 54 01.8
 GQ0300
 GQ0300|---------------------------------------------------------------------|
 GQ0300| PID    Reference Object                     Distance      Geod. Az  |
 GQ0300|                                                           dddmmss.s |
 GQ0300| GQ0265 POST                                APPROX.15.6 KM 1870557.6 |
 GQ0300|---------------------------------------------------------------------|
 GQ0300
 GQ0300                          SUPERSEDED SURVEY CONTROL
 GQ0300
 GQ0300  NAD 83(1986)-  36 10 13.51437(N)    112 21 26.34755(W) AD(       ) 2
 GQ0300  NAD 27      -  36 10 13.58500(N)    112 21 23.70900(W) AD(       ) 2
 GQ0300  NGVD 29 (05/08/89) 2064.85   (m)         6774.4    (f) LEVELING    3  
 GQ0300
 GQ0300.Superseded values are not recommended for survey control.
 GQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0300.See file dsdata.txt to determine how the superseded data were derived.
 GQ0300
 GQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7792803704(NAD 83)
 GQ0300_MARKER: DS = TRIANGULATION STATION DISK
 GQ0300_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0300_SP_SET: SET IN A ROCK LEDGE
 GQ0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0300+STABILITY: POSITION/ELEVATION WELL
 GQ0300
 GQ0300  HISTORY     - Date     Condition        Report By
 GQ0300  HISTORY     - 1903     MONUMENTED       USGS
 GQ0300
 GQ0300                          STATION DESCRIPTION
 GQ0300
 GQ0300'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0300'LOCATED 1 MI E. OF BASS CAMP.  ON HIGH POINT OF PLATEAU.
 GQ0300'
 GQ0300'TO REACH FROM BASS CAMP, TAKE WAGON RD. TO HAVASUPAI POINT.  GO
 GQ0300'300 FT. S. TO STATION.
 GQ0300'
 GQ0300'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0300'IN FLAT, LIMESTONE LEDGE.
 GQ0300'
 GQ0300'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1777 ***********************************************************************
 CZ1777  DESIGNATION -  BASS
 CZ1777  PID         -  CZ1777
 CZ1777  STATE/COUNTY-  AZ/COCHISE
 CZ1777  USGS QUAD   -  HOOKERS HOT SPRINGS (1985)
 CZ1777
 CZ1777                         *CURRENT SURVEY CONTROL
 CZ1777  ___________________________________________________________________
 CZ1777* NAD 83(1992)-  32 19 02.05981(N)    110 14 51.47510(W)     ADJUSTED  
 CZ1777* NAVD 88     -      1605.9    (meters)    5269.     (feet)  VERTCON   
 CZ1777  ___________________________________________________________________
 CZ1777  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CZ1777  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CZ1777  HORZ ORDER  -  FIRST
 CZ1777
 CZ1777.The horizontal coordinates were established by classical geodetic methods
 CZ1777.and adjusted by the National Geodetic Survey in August 1993.
 CZ1777
 CZ1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1777
 CZ1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1777
 CZ1777.The geoid height was determined by GEOID03.
 CZ1777
 CZ1777;                    North         East     Units Scale Factor Converg.
 CZ1777;SPC AZ E     -   146,044.869   205,736.555   MT  0.99990072   -0 02 35.8
 CZ1777;SPC AZ E     -   479,149.83    674,988.70   iFT  0.99990072   -0 02 35.8
 CZ1777;UTM  12      - 3,575,848.697   570,820.285   MT  0.99966185   +0 24 08.1
 CZ1777
 CZ1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1777!SPC AZ E     -   0.99975223  x   0.99990072  =   0.99965297
 CZ1777!UTM  12      -   0.99975223  x   0.99966185  =   0.99941416
 CZ1777
 CZ1777|---------------------------------------------------------------------|
 CZ1777| PID    Reference Object                     Distance      Geod. Az  |
 CZ1777|                                                           dddmmss.s |
 CZ1777| CC6016 BASS RM 1                             3.556 METERS 01836     |
 CZ1777| CC6015 BASS AZ MK                                         0213039.8 |
 CZ1777| CC6017 BASS RM 2                             4.726 METERS 07457     |
 CZ1777|---------------------------------------------------------------------|
 CZ1777
 CZ1777                          SUPERSEDED SURVEY CONTROL
 CZ1777
 CZ1777  NAD 83(1986)-  32 19 02.05392(N)    110 14 51.46960(W) AD(       ) 1
 CZ1777  NAD 27      -  32 19 01.80400(N)    110 14 49.21000(W) AD(       ) 1
 CZ1777  NGVD 29 (07/19/86) 1605.1    (m)         5266.     (f) VERT ANG    3  
 CZ1777
 CZ1777.Superseded values are not recommended for survey control.
 CZ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1777.See file dsdata.txt to determine how the superseded data were derived.
 CZ1777
 CZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA7082075849(NAD 83)
 CZ1777_MARKER: DS = TRIANGULATION STATION DISK
 CZ1777_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1777
 CZ1777  HISTORY     - Date     Condition        Report By
 CZ1777  HISTORY     - 1946     MONUMENTED       CGS
 CZ1777  HISTORY     - 1972     GOOD             AZHD
 CZ1777
 CZ1777                          STATION DESCRIPTION
 CZ1777
 CZ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1777'THE STATION IS LOCATED ON THE E OF TWO ROCKY PROMINENT PEAKS
 CZ1777'WHICH BREAK OFF SHARPLY TO THE SW AND W, AND LIES ON THE DIVIDE
 CZ1777'BETWEEN THE ALLEN FLATS AND THE SAN PEDRO RIVER, ABOUT 2
 CZ1777'MILES S OF THE MULE SHOE RANCH.  IN APPROXIMATE AIRLINE DISTANCES
 CZ1777'IT IS LOCATED 25 MILES SW OF BONITA, 24 MILES WNW OF WILLCOX,
 CZ1777'24 MILES N OF BENSON, AND 16 MILES SE OF REDINGTON.
 CZ1777'
 CZ1777'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CZ1777'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO A TEXACO SERVICE
 CZ1777'STATION ON THE RIGHT AND A CROSSROAD.  TURN RIGHT, LEAVING
 CZ1777'THE HIGHWAY, AND GO FOR 0.2 MILE ON A GRADED GRAVELED ROAD,
 CZ1777'THENCE JOG 50 YARDS LEFT AND CONTINUE FOR 0.2 MILE.  HERE
 CZ1777'JOG RIGHT 50 YARDS AND CONTINUE W ON THE MACADAM ROAD, WHICH
 CZ1777'TURNS INTO A GRADED GRAVELED ROAD, GOING FOR 14 MILES TO A
 CZ1777'FORK.  (THIS ROAD GOING W FROM WILLCOX IS LOCALLY KNOWN AS THE
 CZ1777'CASCABEL ROAD.) THE AZIMUTH MARK FOR STATION CAS IS LOCATED AT
 CZ1777'THIS FORK.  TAKE THE RIGHT FORK HERE AND FOLLOW THE MAIN
 CZ1777'TRAVELED GRADED GRAVEL ROAD 11.6 MI. TO A WHITE GATE AND
 CZ1777'CATTLE GUARD AND A SIGN READING MULE SHOE RANCH NO HUNTING.
 CZ1777'PASS OVER THE CATTLE GUARD AND CONTINUE ON THE MAIN ROAD
 CZ1777'FOR 0.8 MILE TO A POINT JUST OPPOSITE A CANYON OPENING ON
 CZ1777'THE OTHER SIDE OF THE WASH.  (THIS POINT IS JUST 0.15 MILE
 CZ1777'BEFORE THE ROAD PASSES A CORRAL AND CATTLE LOADING CHUTE
 CZ1777'ON THE LEFT AND 1.2 MILES BEFORE THE ROAD REACHES THE
 CZ1777'CATTLE GUARD MARKING THE ENTRANCE TO THE MULE SHOE RANCH AND
 CZ1777'THE U.S.G.S. B.M. USED AS THE AZIMUTH MARK FOR THE
 CZ1777'STATION.) TURN LEFT OFF THE MAIN ROAD AND GO ACROSS
 CZ1777'COUNTRY FOR 0.1 MILE TO THE MAIN WASH.  CROSS THIS WASH
 CZ1777'AND GO UP THE SIDE WASH, WHICH ENTERS THE BIG WASH AT
 CZ1777'THIS POINT.  CONTINUE UP THE SIDE WASH FOR 0.5 MILE TO THE
 CZ1777'END OF TRUCK TRAVEL AT A FENCE CROSSING THE WASH.  FROM HERE
 CZ1777'PACK UP THE WASH FOR ABOUT 1/2 MILE TO THE FIRST FAIRLY
 CZ1777'GOOD-SIZED FORK IN THE WASH.  TAKE THE RIGHT WASH AT THIS
 CZ1777'POINT AND GO UP IT UNTIL THE FIRST GOOD-SIZED FORK IN IT.
 CZ1777'TAKE THE LEFT WASH HERE AND PACK UP IT TO THE DIVIDE AND THEN
 CZ1777'BEAR RIGHT AND PACK UP TO THE TOP OF THE PEAK AND THE STATION.
 CZ1777'
 CZ1777'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BASS 1946, AND
 CZ1777'SET IN OUTCROPPING BEDROCK WHICH PROJECTS 9 INCHES ABOVE THE
 CZ1777'SURROUNDING SURFACE.  IT IS LOCATED ABOUT 5 FEET NNW OF A 3-FOOT
 CZ1777'ROCK CAIRN.
 CZ1777'
 CZ1777'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BASS
 CZ1777'NO 1 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS 6
 CZ1777'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 12 INCHES
 CZ1777'LOWER THAN THE STATION AND IS LOCATED N OF THE STATION.
 CZ1777'
 CZ1777'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BASS
 CZ1777'NO 2 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 CZ1777'6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 3 FEET LOWER
 CZ1777'THAN THE STATION AND IS LOCATED ENE OF THE STATION.
 CZ1777'
 CZ1777'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK, STAMPED
 CZ1777'4088 GWM 32 1942, AND SET IN A SQUARE CONCRETE POST WHICH
 CZ1777'PROJECTS 12 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 CZ1777'LOCATED 2 MILES N OF THE STATION, 65 FEET E OF THE CENTER OF
 CZ1777'THE CATTLE GUARD, 24 FEET NE OF THE ROAD, 4-1/2 FEET SE OF SIGN,
 CZ1777'AND 2-1/2 FEET SW OF A WHITE WITNESS POST.
 CZ1777'
 CZ1777'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 CZ1777
 CZ1777                          STATION RECOVERY (1972)
 CZ1777
 CZ1777'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (CS)
 CZ1777'STATION MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1011 ***********************************************************************
 ES1011  DESIGNATION -  BAT
 ES1011  PID         -  ES1011
 ES1011  STATE/COUNTY-  AZ/COCONINO
 ES1011  USGS QUAD   -  MUNDS PARK (1974)
 ES1011
 ES1011                         *CURRENT SURVEY CONTROL
 ES1011  ___________________________________________________________________
 ES1011* NAD 83(1992)-  34 57 24.81084(N)    111 41 09.46284(W)     ADJUSTED  
 ES1011* NAVD 88     -      2095.1    (meters)    6874.     (feet)  VERTCON   
 ES1011  ___________________________________________________________________
 ES1011  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 ES1011  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 ES1011  HORZ ORDER  -  SECOND
 ES1011
 ES1011.The horizontal coordinates were established by classical geodetic methods
 ES1011.and adjusted by the National Geodetic Survey in August 1993.
 ES1011
 ES1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1011
 ES1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1011
 ES1011.The geoid height was determined by GEOID03.
 ES1011
 ES1011;                    North         East     Units Scale Factor Converg.
 ES1011;SPC AZ C     -   438,816.579   234,429.568   MT  0.99990547   +0 07 55.9
 ES1011;SPC AZ C     - 1,439,686.94    769,125.88   iFT  0.99990547   +0 07 55.9
 ES1011;UTM  12      - 3,868,477.368   437,371.513   MT  0.99964834   -0 23 34.9
 ES1011
 ES1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1011!SPC AZ C     -   0.99967495  x   0.99990547  =   0.99958045
 ES1011!UTM  12      -   0.99967495  x   0.99964834  =   0.99932340
 ES1011
 ES1011|---------------------------------------------------------------------|
 ES1011| PID    Reference Object                     Distance      Geod. Az  |
 ES1011|                                                           dddmmss.s |
 ES1011| CH2692 BAT RM 2                              9.937 METERS 05718     |
 ES1011| ES0521 MOUND                               APPROX. 2.7 KM 1152700.7 |
 ES1011| ES1012 TT Y 6866                             8.772 METERS 29957     |
 ES1011|---------------------------------------------------------------------|
 ES1011
 ES1011                          SUPERSEDED SURVEY CONTROL
 ES1011
 ES1011  NAD 83(1986)-  34 57 24.80738(N)    111 41 09.46087(W) AD(       ) 2
 ES1011  NAD 27      -  34 57 24.75220(N)    111 41 06.88910(W) AD(       ) 2
 ES1011  NGVD 29 (07/19/86) 2094.2    (m)         6871.     (f) VERT ANG    3  
 ES1011
 ES1011.Superseded values are not recommended for survey control.
 ES1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1011.See file dsdata.txt to determine how the superseded data were derived.
 ES1011
 ES1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3737268477(NAD 83)
 ES1011_MARKER: DE = TRAVERSE STATION DISK
 ES1011_SETTING: 66 = SET IN ROCK OUTCROP
 ES1011
 ES1011  HISTORY     - Date     Condition        Report By
 ES1011  HISTORY     - 1959     MONUMENTED       CGS
 ES1011  HISTORY     - 1972     GOOD             AZHD
 ES1011
 ES1011                          STATION DESCRIPTION
 ES1011
 ES1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1011'THE STATION IS LOCATED ON A ROCK CLIFF ABOUT 15.5 MILES SOUTH OF
 ES1011'FLAGSTAFF, 11.0 MILES NORTH OF THE COCONINO AND YAVAPAI COUNTY
 ES1011'LINE, 6.5 MILES NORTHEAST OF SEDONA AND 0.5 MILE WEST OF INTERSTATE
 ES1011'HIGHWAY 17.
 ES1011'
 ES1011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66, 89
 ES1011'AND 89A IN THE SOUTHWEST PART OF FLAGSTAFF, GO SOUTH ON U.S.
 ES1011'HIGHWAY 89A FOR 3.8 MILES TO A CROSSROAD AT THE ENTRANCE TO THE
 ES1011'FLAGSTAFF AIRPORT, CONTINUE SOUTH ON U.S. HIGHWAY 89A FOR 0.8
 ES1011'MILE TO A SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO
 ES1011'SOUTHEASTERLY FOR 0.8 MILE TO INTERSTATE HIGHWAY 17, GO SOUTH ON
 ES1011'INTERSTATE HIGHWAY 17 FOR 12.4 MILES TO A GATE ON THE RIGHT,
 ES1011'HERE TURN RIGHT PASSING THROUGH GATE AND FOLLOW THE TRACK ROAD
 ES1011'WESTERLY FOR 0.5 MILE TO A 12 INCH PINE TREE WITH A BLAZE ON
 ES1011'THE EAST SIDE AND THE END OF TRUCK TRAVEL.
 ES1011'
 ES1011'PACK NORTH, THROUGH TIMBER TO TOP OF CLIFF AND STATION.
 ES1011'
 ES1011'A 20 MINUTE PACK.
 ES1011'
 ES1011'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BAT
 ES1011'1959, CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  IT IS ON
 ES1011'THE SOUTH EDGE OF THE ROCK CLIFF, 27 FEET SOUTH OF A LARGE
 ES1011'JUNIPER TREE.
 ES1011'
 ES1011'REFERENCE MARK 1 IS A STANDARD U.S.G.S. DISK, STAMPED TT NO
 ES1011'Y6866 VA 1930, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES1011'PROJECTS 12 INCHES.  IT IS 12 FEET NORTHEAST OF THE EDGE OF THE
 ES1011'ROCK CLIFF AND 36 FEET WEST OF A LARGE JUNIPER TREE.
 ES1011'
 ES1011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAT NO 2 1959,
 ES1011'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES
 ES1011'AND IS 2 FEET LOWER THAN THE STATION.  IT IS 18 FEET EAST OF A
 ES1011'LARGE JUNIPER TREE.
 ES1011'
 ES1011'TRIANGULATION STATION MOUND CAN BE USED FOR AN AZIMUTH, SEE
 ES1011'DESCRIPTION THEREOF.
 ES1011
 ES1011                          STATION RECOVERY (1972)
 ES1011
 ES1011'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1011'GENERAL LOCATION - AS PER DESCRIPTION
 ES1011'
 ES1011'TO REACH - AS PER DESCRIPTION
 ES1011'
 ES1011'STATION MARK - AS PER DESCRIPTION
 ES1011'
 ES1011'REFERENCE MARKS - R.M. 1 AND 2 BOTH IN AND GOOD
 ES1011'
 ES1011'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0641 ***********************************************************************
 GP0641  DESIGNATION -  BAT
 GP0641  PID         -  GP0641
 GP0641  STATE/COUNTY-  AZ/COCONINO
 GP0641  USGS QUAD   -  BAT SPRING (1967)
 GP0641
 GP0641                         *CURRENT SURVEY CONTROL
 GP0641  ___________________________________________________________________
 GP0641* NAD 83(2007)-  36 06 14.62347(N)    110 48 04.78578(W)     ADJUSTED  
 GP0641* NAVD 88     -      1831.8    (meters)    6010.     (feet)  GPS OBS   
 GP0641  ___________________________________________________________________
 GP0641  EPOCH DATE  -        2007.00
 GP0641  X           -  -1,832,700.149 (meters)                     COMP
 GP0641  Y           -  -4,824,280.004 (meters)                     COMP
 GP0641  Z           -   3,738,593.343 (meters)                     COMP
 GP0641  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 GP0641  ELLIP HEIGHT-        1809.644 (meters)          (02/10/07) ADJUSTED
 GP0641  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 GP0641
 GP0641  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0641  Type    PID    Designation                      North   East  Ellip
 GP0641  -------------------------------------------------------------------
 GP0641  NETWORK GP0641 BAT                               1.41   1.02   3.90
 GP0641  -------------------------------------------------------------------
 GP0641
 GP0641.The horizontal coordinates were established by GPS observations
 GP0641.and adjusted by the National Geodetic Survey in February 2007.
 GP0641
 GP0641.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0641.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0641.The horizontal coordinates are valid at the epoch date displayed above.
 GP0641.The epoch date for horizontal control is a decimal equivalence
 GP0641.of Year/Month/Day.
 GP0641
 GP0641.The orthometric height was determined by GPS observations and a
 GP0641.high-resolution geoid model.
 GP0641
 GP0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0641
 GP0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0641
 GP0641.The ellipsoidal height was determined by GPS observations
 GP0641.and is referenced to NAD 83.
 GP0641
 GP0641.The geoid height was determined by GEOID03.
 GP0641
 GP0641;                    North         East     Units Scale Factor Converg.
 GP0641;SPC AZ C     -   566,634.455   313,782.553   MT  1.00002422   +0 39 26.2
 GP0641;SPC AZ C     - 1,859,036.93  1,029,470.32   iFT  1.00002422   +0 39 26.2
 GP0641;SPC AZ E     -   566,244.954   156,217.097   MT  0.99994022   -0 22 26.4
 GP0641;SPC AZ E     - 1,857,759.04    512,523.28   iFT  0.99994022   -0 22 26.4
 GP0641;UTM  12      - 3,995,508.827   517,882.168   MT  0.99960394   +0 07 01.4
 GP0641
 GP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0641!SPC AZ C     -   0.99971606  x   1.00002422  =   0.99974027
 GP0641!SPC AZ E     -   0.99971606  x   0.99994022  =   0.99965630
 GP0641!UTM  12      -   0.99971606  x   0.99960394  =   0.99932011
 GP0641
 GP0641|---------------------------------------------------------------------|
 GP0641| PID    Reference Object                     Distance      Geod. Az  |
 GP0641|                                                           dddmmss.s |
 GP0641| CD3972 BAT RM 1                              7.975 METERS 09757     |
 GP0641| CD3971 BAT AZ MK                                          2254208.2 |
 GP0641| CD3973 BAT RM 2                              6.512 METERS 34958     |
 GP0641|---------------------------------------------------------------------|
 GP0641
 GP0641                          SUPERSEDED SURVEY CONTROL
 GP0641
 GP0641  NAD 83(1992)-  36 06 14.62300(N)    110 48 04.78523(W) AD(       ) 1
 GP0641  ELLIP H (03/15/96) 1809.678  (m)                       GP(       ) 4 1
 GP0641  NAD 83(1992)-  36 06 14.62645(N)    110 48 04.78186(W) AD(       ) 1
 GP0641  NAD 83(1986)-  36 06 14.62722(N)    110 48 04.78009(W) AD(       ) 1
 GP0641  NAD 27      -  36 06 14.63700(N)    110 48 02.27500(W) AD(       ) 1
 GP0641  NGVD 29 (07/19/86) 1832.1    (m)         6011.     (f) VERT ANG    3  
 GP0641
 GP0641.Superseded values are not recommended for survey control.
 GP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0641.See file dsdata.txt to determine how the superseded data were derived.
 GP0641
 GP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE1788295509(NAD 83)
 GP0641_MARKER: DS = TRIANGULATION STATION DISK
 GP0641_SETTING: 66 = SET IN ROCK OUTCROP
 GP0641_STAMPING: BAT 1951
 GP0641_MARK LOGO: CGS   
 GP0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0641+STABILITY: POSITION/ELEVATION WELL
 GP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0641+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1995
 GP0641
 GP0641  HISTORY     - Date     Condition        Report By
 GP0641  HISTORY     - 1951     MONUMENTED       CGS
 GP0641  HISTORY     - 1970     GOOD             USGS
 GP0641  HISTORY     - 19950810 GOOD             NGS
 GP0641
 GP0641                          STATION DESCRIPTION
 GP0641
 GP0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0641'THE STATION IS LOCATED ON THE SUMMIT OF A LOW RIDGE THAT LIES
 GP0641'BETWEEN BAT CANYON AND BLUE CANYON WASH.  IT IS ABOUT 18 MILES
 GP0641'AIRLINE NORTHWEST OF ORAIBI, ABOUT 24 MILES AIRLINE EAST OF
 GP0641'TUBA CITY, AND ABOUT 38 MILES AIRLINE EAST-NORTHEAST OF CAMERON.
 GP0641'
 GP0641'THE STATION IS 8 FEET SOUTH OF A 3-FOOT CAIRN AND ON A LARGE
 GP0641'FLAT AND STONE OUTCROP.  IT IS A STANDARD DISK SET IN A DRILL
 GP0641'HOLE IN SAND STONE BEDROCK THAT IS FLUSH WITH THE SURROUNDING
 GP0641'SURFACE.  THE DISK IS STAMPED--BAT 1951.
 GP0641'
 GP0641'REFERENCE MARK NUMBER ONE IS ABOUT 1/2 FOOT LOWER THAN THE
 GP0641'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE LARGE
 GP0641'SAND STONE OUTCROP AND PROJECTS 2 INCHES.  THE DISK IS STAMPED--BAT
 GP0641'NO 1 1951.
 GP0641'
 GP0641'REFERNECE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 GP0641'STATION AND 20 FEET SOUTH OF A SHEEP DROP OF 8 FEET.  IT IS A
 GP0641'STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE LARGE SAND STONE
 GP0641'OUTCROP AND PROJECTS 1 INCH.  THE DISK IS STAMPED--BAT NO 2 1951.
 GP0641'
 GP0641'THE AZIMUTH MARK IS ON THE FIRST ROCKY KNOLL THAT IS SOUTHWEST
 GP0641'OF THE STATION.  IT IS 74 FEET EAST-SOUTHEAST OF A 3-FOOT CAIRN,
 GP0641'55 FEET WEST-NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, AND 8
 GP0641'FEET NORTHEAST OF A SHEER DROP OF 6 FEET.  IT IS A STANDARD DISK
 GP0641'SET IN A DRILL HOLE IN SAND STONE BEDROCK THAT PROJECTS 2 FEET.
 GP0641'THE DISK IS STAMPED--BAT 1951.  TO REACH THE MARK FROM THE
 GP0641'STATION GO SOUTHWEST ON THE TRACK ROAD FOR 1/4 MILE TO THE NEXT
 GP0641'KNOLL AND THE MARK.
 GP0641'
 GP0641'TO REACH THE STATION FROM THE POST OFFICE IN TUBA CITY GO EAST FOR
 GP0641'0.45 MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTH, AND GO 0.55
 GP0641'MILE TO A FORK.  KEEP RIGHT, STRAIGHT AHEAD, AND GO 0.65 MILE
 GP0641'TO A FORK.  TAKE THE LEFT FORK, SOUTHEAST, AND GO 31.9 MILES TO A
 GP0641'CROSS ROAD AND A TRIANGULAR BLAZED TELEPHONE POLE ON THE LEFT.
 GP0641'TURN LEFT, NORTH, AND GO 1.4 MILES TO WINDMILL AND A TANK.  PASS
 GP0641'TO THE LEFT OF THE WINDMILL AND GO NORTHERLY FOR 1.75 MILES TO
 GP0641'A FORK JUST BEFORE REACHING A RESERVOIR DAM.  TAKE THE RIGHT
 GP0641'FORK, NORTHERLY, AND GO 4.35 MILES TO A FORK.  TAKE THE LEFT
 GP0641'FORK, NORTHWEST, FOR 1.0 MILE TO A WINDMILL AND THREE
 GP0641'FORKS.  TURN SHARP RIGHT, EAST, AND KEEP THE MIDDLE FORK
 GP0641'FOR 0.5 MILE TO A FORK.  KEEP THE LEFT FORK FOR 0.15 MILE TO
 GP0641'A FORK.  TAKE THE RIGHT FORK AND GO 0.3 MILE TO A CROSS ROAD.  GO
 GP0641'STRAIGHT AHEAD, EAST, FOR 0.25 MILE TO AN ABANDONED SQUARE
 GP0641'ROCK HOGAN ON THE RIGHT.  CONTINUE, STRAIGHT AHEAD, FOR 1.1
 GP0641'MILES TO A FORK JUST BEFORE REACHING THE CREST OF THE RIDGE.
 GP0641'KEEP THE LEFT FORK, EAST, AND GO 1.05 MILES TO A CROSS ROAD.
 GP0641'CONTINUE, STRAIGHT AHEAD, FOR 0.15 MILE TO A WASH.  TURN
 GP0641'LEFT BEFORE CROSSING THE WASH AND GO, NORTH, FOR 0.3 MILE TO
 GP0641'THE AZIMUTH MARK ON THE LEFT.  FOLLOW THE TRACK ROAD,
 GP0641'NORTHEAST, FOR 1/4 MILE TO THE TOP OF THE KNOLL AND THE
 GP0641'STATION.
 GP0641'
 GP0641'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 GP0641
 GP0641                          STATION RECOVERY (1970)
 GP0641
 GP0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0641'INSTRUMENT STAND 5.1 FT ABOVE STATION MARK.
 GP0641'
 GP0641'ALL MARKS FOUND IN GOOD CONDITION.
 GP0641'
 GP0641'NEW TO REACH FOLLOWS--
 GP0641'
 GP0641'TO REACH FROM THE TUBA CITY GO S. ON HIGHWAY 264 FOR 33 MI TO A
 GP0641'RD. FORK SE, OF HOWELL MESA.  TURN LEFT LEAVE MAIN PAVED HIGHWAY,
 GP0641'AND GO NE. PASSING UNDER STEEL TOWER POWER LINE FOR 0.5 MI TO
 GP0641'Y-RD. FORK.  GO LEFT 0.2 MI TO CROSSROAD.  GO STRAIGHT AHEAD 0.6
 GP0641'MI TO CROSSROAD.  GO 0.5 MI TO CROSSROAD.  GO 0.1 MI TO REVERSE
 GP0641'Y-RD. FORK.  GO 0.6 MI TO Y-RD. FORK.  GO RIGHT 0.6 MI TO
 GP0641'CROSSROAD NEAR STOCKPOND.  GO STRAIGHT 0.2 MI TO CROSSROAD.
 GP0641'GO STRAIGHT 0.6 MI TO CROSSROAD.  GO STRAIGHT 0.4 MI TO
 GP0641'REVERSE Y-RD. FORK.  GO STRAIGHT 0.4 MI TO T-RD. FORK LEFT.
 GP0641'GO STRAIGHT 0.2 MI T-RD. AT HOGANS.  GO STRAIGHT 1.3 MI TO
 GP0641'Y-RD. FORK.  GO LEFT 0.2 MI TO CROSSROAD.  GO 0.9 MI TO
 GP0641'CROSSROAD.  GO FT AT CROSSROAD 0.1 MI TO T-RD. FORK.  GO
 GP0641'LEFT AT T-RD. 0.4 MI TO REVERSE Y-RD. FORK.  GO STRAIGHT
 GP0641'0.7 MI TO Y-RD. FORK.  GO RIGHT 0.1 MI TO REVERSE Y-R
 GP0641'FORK (THIS POINT IS ABOUT 0.1 MI E. OF 5 HOGANS AND
 GP0641'SECTION CORNER 14/T31N/R14E, BRASS CAP NEAR HOGANS).  GO 0.2 MI
 GP0641'TO Y-RD. FORK.  GO LEFT 0.3 MI TO Y-RD.  FORK.  GO LEFT 0.7
 GP0641'MI TO A POINT ACROSS A SMALL DRAIN AND ABOUT 600 FT SE. OF A
 GP0641'MUD HOGAN AND RUINS OF A SQUARE ROCK HOGAN.  LEAVE RD. AND
 GP0641'GO RIGHT ACROSS COUNTRY 0.4 MI TO HIGH POINT ON NE. END OF
 GP0641'SAND AND ROCKY TOP TO STATION.
 GP0641
 GP0641                          STATION RECOVERY (1995)
 GP0641
 GP0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 GP0641'THE STATION IS LOCATED ABOUT 24 MI (38.6 KM) EAST OF TUBA CITY AND
 GP0641'ABOUT 15 MI (24.1 KM) NORTHWEST OF KYKOTSMOVI ON THE SUMMIT OF A LOW
 GP0641'RIDGE BETWEEN BAT AND BLUE CANYONS ON HOPI INDIAN RESERVATION LAND. TO
 GP0641'REACH THE STATION FROM THE TURNOFF FOR THE VILLAGE OF KYKOTSMOVI (AKA
 GP0641'ORAIBI) FROM AZ HIGHWAY 264, GO WEST ON AZ 264 FOR 5.8 MI (9.3 KM) TO
 GP0641'THE TURNOFF FOR THE VILLAGE OF HOTEVILLA.  CONTINUE WEST FOR 12.3 MI
 GP0641'(19.8 KM) TO A WIDE DIRT ROAD, INDIAN ROUTE 7, ON THE RIGHT.  THIS
 GP0641'INTERSECTION IS 0.4 MI (0.6 KM) WEST OF MILEPOST 356. TURN RIGHT,
 GP0641'NORTH, AND GO 0.5 MI (0.8 KM) TO THE HIGH TENSION POWER LINE.
 GP0641'CONTINUE NORTH FOR 3.2 MI (5.1 KM) TO A Y INTERSECTION WITH A ROAD ON
 GP0641'THE RIGHT.  STAY LEFT AND CONTINUE NORTH ON THE MAIN DIRT ROAD FOR 1.0
 GP0641'MI (1.6 KM) TO A CATTLEGUARD.  CONTINUE 2.0 MI (3.2 KM) TO AN
 GP0641'INTERSECTION WITH A DIRT ROAD ON THE RIGHT.  TURN RIGHT, EAST, CROSS
 GP0641'THE CATTLEGUARD AND GO 2.3 MI (3.7 KM) TO A WINDMILL AND STOCK TANK.
 GP0641'LEAVE THE WINDMILL AND TANK ON THE RIGHT AND FOLLOW THE ROAD BRANCH
 GP0641'THAT IS A CONTINUATION OF THE APPROACH ROAD (THIS BRANCH IS THE
 GP0641'LEFT-MOST OF 4 BRANCHES) .  CONTINUE NORTHEAST FOR 0.4 MI (0.6 KM) TO
 GP0641'A Y INTERSECTION AND TURN LEFT, NORTH, FOR 0.15 MI (0.24 KM) TO A
 GP0641'SMALL HOUSING SETTLEMENT.  STAY LEFT OF THE HOUSES AND CONTINUE ON A
 GP0641'TRACK ROAD, PASSING TO THE RIGHT OF A CORRAL.  CONTINUE 0.3 MI (0.5
 GP0641'KM) TO A WASH.  CROSS THE WASH TO A FORK.  STAY LEFT ON THE MAIN ROAD
 GP0641'AND GO 0.25 MI (0.40 KM) TO A GATE.  PASS THROUGH THE GATE AND GO 0.15
 GP0641'MI (0.24 KM) TO A CROSSING OF A SMALL WASH AND A FORK.  TURN RIGHT,
 GP0641'NORTH, AND GO 0.8 MI (1.3 KM) , CLIMBING A SMALL ROCKY RISE, TO A
 GP0641'RIGHT TURN ON A TRACK ROAD AT THE TOP OF THE RISE. TURN RIGHT AND GO
 GP0641'0.3 MI (0.5 KM) TO A FORK.  GO LEFT AT THE FORK TO THE END OF THE MESA
 GP0641'AND THE STATION.  THE STATION IS A USCGS DISK CEMENTED IN EXPOSED
 GP0641'SANDSTONE BEDROCK ON A FLAT SANDSTONE POINT SET FLUSH WITH GROUND
 GP0641'LEVEL AND STAMPED --- BAT 1951 ---.  IT IS 15 M (49.2 FT) SOUTH FROM
 GP0641'THE EDGE OF THE MESA TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1526 ***********************************************************************
 DA1526  DESIGNATION -  BAT
 DA1526  PID         -  DA1526
 DA1526  STATE/COUNTY-  AZ/PIMA
 DA1526  USGS QUAD   -  AJO NORTH (1990)
 DA1526
 DA1526                         *CURRENT SURVEY CONTROL
 DA1526  ___________________________________________________________________
 DA1526* NAD 83(1992)-  32 26 32.70988(N)    112 45 29.93746(W)     ADJUSTED  
 DA1526* NAVD 88     -       575.6    (meters)    1888.     (feet)  VERTCON   
 DA1526  ___________________________________________________________________
 DA1526  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 DA1526  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA1526  HORZ ORDER  -  THIRD
 DA1526
 DA1526.The horizontal coordinates were established by classical geodetic methods
 DA1526.and adjusted by the National Geodetic Survey in August 1993.
 DA1526
 DA1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1526
 DA1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1526
 DA1526.The geoid height was determined by GEOID03.
 DA1526
 DA1526;                    North         East     Units Scale Factor Converg.
 DA1526;SPC AZ C     -   160,234.142   134,220.865   MT  0.99997721   -0 27 05.5
 DA1526;SPC AZ C     -   525,702.57    440,357.17   iFT  0.99997721   -0 27 05.5
 DA1526;UTM  12      - 3,590,837.105   334,708.997   MT  0.99993692   -0 56 36.5
 DA1526
 DA1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1526!SPC AZ C     -   0.99991457  x   0.99997721  =   0.99989178
 DA1526!UTM  12      -   0.99991457  x   0.99993692  =   0.99985149
 DA1526
 DA1526|---------------------------------------------------------------------|
 DA1526| PID    Reference Object                     Distance      Geod. Az  |
 DA1526|                                                           dddmmss.s |
 DA1526| CH4279 BAT RM 2                              6.274 METERS 16633     |
 DA1526| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX.12.4 KM 2284651.9 |
 DA1526| DA1539 J C GREENWAY MEMORIAL CROSS         APPROX.14.2 KM 2324042.0 |
 DA1526| CH4277 BAT AZ MK                                          2545236.6 |
 DA1526| CH4278 BAT RM 1                             10.210 METERS 34748     |
 DA1526|---------------------------------------------------------------------|
 DA1526
 DA1526                          SUPERSEDED SURVEY CONTROL
 DA1526
 DA1526  NAD 83(1986)-  32 26 32.69620(N)    112 45 29.94434(W) AD(       ) 3
 DA1526  NAD 27      -  32 26 32.49300(N)    112 45 27.39500(W) AD(       ) 3
 DA1526  NGVD 29 (06/20/88)  574.9    (m)         1886.     (f) VERT ANG    3  
 DA1526
 DA1526.Superseded values are not recommended for survey control.
 DA1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1526.See file dsdata.txt to determine how the superseded data were derived.
 DA1526
 DA1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3470990837(NAD 83)
 DA1526_MARKER: DS = TRIANGULATION STATION DISK
 DA1526_SETTING: 80 = SET IN A BOULDER
 DA1526_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1526
 DA1526  HISTORY     - Date     Condition        Report By
 DA1526  HISTORY     - 1936     MONUMENTED       CGS
 DA1526  HISTORY     - 1962     GOOD             USGS
 DA1526
 DA1526                          STATION DESCRIPTION
 DA1526
 DA1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1526'ABOUT 9 MILES NORTHEAST OF AJO, ON THE SOUTH END OF A CACTUS-COVERED
 DA1526'RIDGE THAT EXTENDS IN A NORTH AND SOUTH DIRECTION, THE STATION
 DA1526'BEING ON THE LOW END OF THE RIDGE, WHICH IS EAST OF A RIDGE
 DA1526'AND HIGH HILLS AND IS WEST OF VERY HIGH AND ROCKY RIDGE.  THE
 DA1526'STATION IS SURROUNDED BY HIGHER GROUND EXCEPT TO THE SOUTH
 DA1526'AND SOUTHWEST.  A GIANT SAGUARO WAS BLAZED WITH A TRIANGLE
 DA1526'FOR A WITNESS MARK.  MARK IS A STANDARD BRONZE DISK.
 DA1526'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1526'REFERENCE DISK, IS IN A BOULDER PROJECTING 3
 DA1526'INCHES ABOVE THE GROUND AND 10.210 METERS (33.50 FEET)
 DA1526'FROM STATION N 12 DEG 12 MIN W.  REFERENCE MARK NO. 2, A
 DA1526'STANDARD BRONZE REFERENCE DISK, IS IN A
 DA1526'BOULDER FLUSH WITH THE GROUND, 6.274 METERS (20.58 FEET) FROM
 DA1526'STATION S 13 DEG 27 MIN E.  THE AZIMUTH MARK, A STANDARD
 DA1526'BRONZE DISK, IS SET IN A BOULDER, PROJECTS 6
 DA1526'INCHES ABOVE THE GROUND AND IS ABOUT 0.3 MILE FROM STATION
 DA1526'S 74 DEG 52 MIN W.
 DA1526
 DA1526                          STATION RECOVERY (1962)
 DA1526
 DA1526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1526'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1526'NOT OBSERVED.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1995 ***********************************************************************
 DV1995  DESIGNATION -  BAT
 DV1995  PID         -  DV1995
 DV1995  STATE/COUNTY-  AZ/MARICOPA
 DV1995  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1995
 DV1995                         *CURRENT SURVEY CONTROL
 DV1995  ___________________________________________________________________
 DV1995* NAD 83(1992)-  33 51 28.44136(N)    112 12 02.58633(W)     ADJUSTED  
 DV1995* NAVD 88     -       532.2    (meters)    1746.     (feet)  VERTCON   
 DV1995  ___________________________________________________________________
 DV1995  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DV1995  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DV1995  HORZ ORDER  -  SECOND
 DV1995
 DV1995.The horizontal coordinates were established by classical geodetic methods
 DV1995.and adjusted by the National Geodetic Survey in August 1993.
 DV1995
 DV1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1995
 DV1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1995
 DV1995.The geoid height was determined by GEOID03.
 DV1995
 DV1995;                    North         East     Units Scale Factor Converg.
 DV1995;SPC AZ C     -   316,929.877   187,076.911   MT  0.99990851   -0 09 29.7
 DV1995;SPC AZ C     - 1,039,796.18    613,769.39   iFT  0.99990851   -0 09 29.7
 DV1995;UTM  12      - 3,747,048.903   388,928.853   MT  0.99975208   -0 40 08.5
 DV1995
 DV1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1995!SPC AZ C     -   0.99992104  x   0.99990851  =   0.99982955
 DV1995!UTM  12      -   0.99992104  x   0.99975208  =   0.99967314
 DV1995
 DV1995|---------------------------------------------------------------------|
 DV1995| PID    Reference Object                     Distance      Geod. Az  |
 DV1995|                                                           dddmmss.s |
 DV1995| CH4280 BAT RM 1                              9.327 METERS 17108     |
 DV1995| DV1989 WHITE                               APPROX. 5.0 KM 2044910.8 |
 DV1995| CH4281 BAT RM 2                              8.294 METERS 30849     |
 DV1995|---------------------------------------------------------------------|
 DV1995
 DV1995                          SUPERSEDED SURVEY CONTROL
 DV1995
 DV1995  NAD 83(1986)-  33 51 28.43621(N)    112 12 02.59023(W) AD(       ) 2
 DV1995  NAD 27      -  33 51 28.30654(N)    112 12 00.02077(W) AD(       ) 2
 DV1995  NGVD 29 (07/19/86)  531.6    (m)         1744.     (f) VERT ANG    3  
 DV1995
 DV1995.Superseded values are not recommended for survey control.
 DV1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1995.See file dsdata.txt to determine how the superseded data were derived.
 DV1995
 DV1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8892947049(NAD 83)
 DV1995_MARKER: DD = SURVEY DISK
 DV1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1995+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 DV1995
 DV1995  HISTORY     - Date     Condition        Report By
 DV1995  HISTORY     - 1978     MONUMENTED       AZDT
 DV1995  HISTORY     - 20020330 GOOD             USPSQD
 DV1995  HISTORY     - 20070909 GOOD             GEOCAC
 DV1995  HISTORY     - 20081002 GOOD             GEOCAC
 DV1995
 DV1995                          STATION DESCRIPTION
 DV1995
 DV1995'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1995'THE STATION IS ABOUT 5.5 MILES SOUTHWEST OF NEW RIVER ALONG
 DV1995'THE WEST SIDE OF THE LAKE PLEASANT RD.
 DV1995'
 DV1995'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BAT 1976 AND
 DV1995'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 150 FEET WEST OF
 DV1995'CENTERLINE OF THE LAKE PLEASANT RD. MARKED BY WITNESS POST AND
 DV1995'SIGN 4 FEET FROM STATION.
 DV1995'
 DV1995'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BAT RM
 DV1995'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 DV1995'
 DV1995'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BAT RM
 DV1995'1 1976 AND SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 DV1995'
 DV1995'TO REACH THE STATION FROM THE NEW RIVER INTERCHANGE ON I-17 GO
 DV1995'SOUTHWEST ON THE LAKE PLEASANT RD. FOR 5.35 MILES AND THE STATION
 DV1995'ON WEST SIDE OF ROAD.
 DV1995'
 DV1995'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1995
 DV1995                          STATION RECOVERY (2002)
 DV1995
 DV1995'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1995'RECOVERED IN GOOD CONDITION.
 DV1995
 DV1995                          STATION RECOVERY (2007)
 DV1995
 DV1995'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1995'RECOVERED IN GOOD CONDITION.
 DV1995
 DV1995                          STATION RECOVERY (2008)
 DV1995
 DV1995'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1995'RECOVERED STATION BAT ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1082 ***********************************************************************
 CG1082  DESIGNATION -  BATAMOTE
 CG1082  PID         -  CG1082
 CG1082  STATE/COUNTY-  AZ/PIMA
 CG1082  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG1082
 CG1082                         *CURRENT SURVEY CONTROL
 CG1082  ___________________________________________________________________
 CG1082* NAD 83(1992)-  31 47 12.73833(N)    111 13 55.61468(W)     ADJUSTED  
 CG1082* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 CG1082  ___________________________________________________________________
 CG1082  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CG1082  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CG1082  HORZ ORDER  -  THIRD
 CG1082
 CG1082.The horizontal coordinates were established by classical geodetic methods
 CG1082.and adjusted by the National Geodetic Survey in August 1993.
 CG1082
 CG1082.The orthometric height was scaled from a topographic map.
 CG1082
 CG1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1082
 CG1082.The geoid height was determined by GEOID03.
 CG1082
 CG1082;                    North         East     Units Scale Factor Converg.
 CG1082;SPC AZ C     -    87,440.681   278,188.808   MT  0.99995182   +0 21 38.2
 CG1082;SPC AZ C     -   286,878.87    912,692.94   iFT  0.99995182   +0 21 38.2
 CG1082;UTM  12      - 3,516,835.880   478,024.890   MT  0.99960596   -0 07 20.2
 CG1082
 CG1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1082!SPC AZ C     -   0.99982320  x   0.99995182  =   0.99977503
 CG1082!UTM  12      -   0.99982320  x   0.99960596  =   0.99942923
 CG1082
 CG1082:                Primary Azimuth Mark                     Grid Az
 CG1082:SPC AZ C     -  BATAMOTE AZ MK                           180 08 21.8
 CG1082:UTM  12      -  BATAMOTE AZ MK                           180 37 20.2
 CG1082
 CG1082|---------------------------------------------------------------------|
 CG1082| PID    Reference Object                     Distance      Geod. Az  |
 CG1082|                                                           dddmmss.s |
 CG1082| CH4282 BATAMOTE AZ MK                                     1803000.0 |
 CG1082| CH4283 BATAMOTE RM 1                        24.740 METERS 18314     |
 CG1082| CH4284 BATAMOTE RM 2                        26.455 METERS 26847     |
 CG1082| CG1099 TARGET ON PEAK S OF BALDY PEAK      APPROX. 8.8 KM 2984941.9 |
 CG1082|---------------------------------------------------------------------|
 CG1082
 CG1082                          SUPERSEDED SURVEY CONTROL
 CG1082
 CG1082  NAD 83(1986)-  31 47 12.72940(N)    111 13 55.61021(W) AD(       ) 3
 CG1082  NAD 27      -  31 47 12.42300(N)    111 13 53.26700(W) AD(       ) 3
 CG1082
 CG1082.Superseded values are not recommended for survey control.
 CG1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1082.See file dsdata.txt to determine how the superseded data were derived.
 CG1082
 CG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA7802516836(NAD 83)
 CG1082_MARKER: DS = TRIANGULATION STATION DISK
 CG1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1082
 CG1082  HISTORY     - Date     Condition        Report By
 CG1082  HISTORY     - 1936     MONUMENTED       CGS
 CG1082
 CG1082                          STATION DESCRIPTION
 CG1082
 CG1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1082'ON THE FLAT DIVIDE ABOUT MIDWAY BETWEEN THE CERRO COLORADO AND
 CG1082'THE SIERRITA SAMANIEGO RANGE AND ABOUT 1 MILE NORTH OF THE
 CG1082'BATAMOTE RANCH.  IT IS ABOUT 12 MILES WEST-NORTHWEST OF KINSLEY
 CG1082'STORE ON THE TUCSON-NOGALES HIGHWAY (U.S. NO. 89), ABOUT 7 MILES
 CG1082'NORTH OF THE HIGHWAY FROM KINSLEY TO ARIVACA AND IS ABOUT 30
 CG1082'MILES SOUTH-SOUTHWEST OF TUCSON.  STATION MARKS ARE STANDARD
 CG1082'BRONZE DISKS.REFERENCE
 CG1082'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 CG1082'24.740 METERS (81.17 FEET) FROM STATION S 3 DEG 14 MIN W.
 CG1082'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1082'DISK, IS 26.455 METERS (86.79 FEET) FROM STATION
 CG1082'S 88 DEG 47 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 CG1082'DISK,           IS ABOUT 0.2 MILE SOUTH OF STATION AND 20
 CG1082'FEET WEST OF FENCE S 0 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1525 ***********************************************************************
 DA1525  DESIGNATION -  BATES
 DA1525  PID         -  DA1525
 DA1525  STATE/COUNTY-  AZ/PIMA
 DA1525  USGS QUAD   -  BATES WELL (1990)
 DA1525
 DA1525                         *CURRENT SURVEY CONTROL
 DA1525  ___________________________________________________________________
 DA1525* NAD 83(1992)-  32 11 30.82712(N)    112 58 07.32669(W)     ADJUSTED  
 DA1525* NAVD 88     -       795.7    (meters)    2611.     (feet)  VERTCON   
 DA1525  ___________________________________________________________________
 DA1525  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DA1525  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA1525  HORZ ORDER  -  THIRD
 DA1525
 DA1525.The horizontal coordinates were established by classical geodetic methods
 DA1525.and adjusted by the National Geodetic Survey in August 1993.
 DA1525
 DA1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1525
 DA1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1525
 DA1525.The geoid height was determined by GEOID03.
 DA1525
 DA1525;                    North         East     Units Scale Factor Converg.
 DA1525;SPC AZ C     -   132,629.206   114,164.983   MT  1.00002131   -0 33 37.9
 DA1525;SPC AZ C     -   435,135.19    374,557.03   iFT  1.00002131   -0 33 37.9
 DA1525;UTM  12      - 3,563,405.300   314,418.013   MT  1.00002474   -1 02 56.9
 DA1525
 DA1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1525!SPC AZ C     -   0.99988011  x   1.00002131  =   0.99990142
 DA1525!UTM  12      -   0.99988011  x   1.00002474  =   0.99990485
 DA1525
 DA1525:                Primary Azimuth Mark                     Grid Az
 DA1525:SPC AZ C     -  BELL                                     239 25 20.4
 DA1525:UTM  12      -  BELL                                     239 54 39.4
 DA1525
 DA1525|---------------------------------------------------------------------|
 DA1525| PID    Reference Object                     Distance      Geod. Az  |
 DA1525|                                                           dddmmss.s |
 DA1525| DA1254 BELL                                APPROX.15.7 KM 2385142.5 |
 DA1525|---------------------------------------------------------------------|
 DA1525
 DA1525                          SUPERSEDED SURVEY CONTROL
 DA1525
 DA1525  NAD 83(1986)-  32 11 30.77472(N)    112 58 07.33066(W) AD(       ) 3
 DA1525  NAD 27      -  32 11 30.63100(N)    112 58 04.69600(W) AD(       ) 3
 DA1525  NGVD 29 (07/19/86)  795.0    (m)         2608.     (f) VERT ANG    3  
 DA1525
 DA1525.Superseded values are not recommended for survey control.
 DA1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1525.See file dsdata.txt to determine how the superseded data were derived.
 DA1525
 DA1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA1441863405(NAD 83)
 DA1525_MARKER: DS = TRIANGULATION STATION DISK
 DA1525_SETTING: 0 = UNSPECIFIED SETTING
 DA1525
 DA1525  HISTORY     - Date     Condition        Report By
 DA1525  HISTORY     - 1920     MONUMENTED       CGS
 DA1525  HISTORY     - 1962     GOOD             USGS
 DA1525  HISTORY     - 1972     GOOD             AZHD
 DA1525
 DA1525                          STATION DESCRIPTION
 DA1525
 DA1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1525'ABOUT 1-1/2 MILES NORTH FROM BATESWELL ON THE HIGHEST PEAK.
 DA1525'FROM BATESWELL, GO WEST ONE-HALF MILE TO A GATE AND FOLLOW THE
 DA1525'TRAIL NORTH TO THE BASE OF THE HILL.  MARKED BY A STANDARD
 DA1525'BRONZE DISK.  REFERENCE MARK IS 28
 DA1525'PACES, 347 DEG MAGNETIC.
 DA1525
 DA1525                          STATION RECOVERY (1962)
 DA1525
 DA1525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1525'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 DA1525'
 DA1525'STATION MARK--NGS DISK STAMPED---BATES 1920---, IN ROCK.
 DA1525'
 DA1525'RM--NGS RM DISK, UNSTAMPED.
 DA1525
 DA1525                          STATION RECOVERY (1972)
 DA1525
 DA1525'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DA1525'GENERAL LOCATION 14 MILES SSW OF AJO, ARIZ.
 DA1525'
 DA1525'TO REACH VISITED BY HELICOPTER.
 DA1525'
 DA1525'STATION MARK STD. BRONZE DISK STAMPED BATES.
 DA1525'
 DA1525'REFERENCE MARKS NOT SEARCHED.
 DA1525'
 DA1525'AZIMUTH MARK NOT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0879 ***********************************************************************
 DU0879  DESIGNATION -  BATON
 DU0879  PID         -  DU0879
 DU0879  STATE/COUNTY-  AZ/MARICOPA
 DU0879  USGS QUAD   -  TEMPE (1982)
 DU0879
 DU0879                         *CURRENT SURVEY CONTROL
 DU0879  ___________________________________________________________________
 DU0879* NAD 83(1992)-  33 27 42.15285(N)    111 56 39.02881(W)     ADJUSTED  
 DU0879* NAVD 88     -       390.488  (meters)    1281.13   (feet)  ADJUSTED  
 DU0879  ___________________________________________________________________
 DU0879  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DU0879  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0879  DYNAMIC HT  -         390.036 (meters)    1279.64  (feet)  COMP
 DU0879  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 DU0879
 DU0879  HORZ ORDER  -  SECOND
 DU0879  VERT ORDER  -  SECOND    CLASS 0
 DU0879
 DU0879.The horizontal coordinates were established by classical geodetic methods
 DU0879.and adjusted by the National Geodetic Survey in August 1993.
 DU0879
 DU0879.The orthometric height was determined by differential leveling
 DU0879.and adjusted in November 1993.
 DU0879
 DU0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0879
 DU0879.The geoid height was determined by GEOID03.
 DU0879
 DU0879.The dynamic height is computed by dividing the NAVD 88
 DU0879.geopotential number by the normal gravity value computed on the
 DU0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0879.degrees latitude (g = 980.6199 gals.).
 DU0879
 DU0879.The modeled gravity was interpolated from observed gravity values.
 DU0879
 DU0879;                    North         East     Units Scale Factor Converg.
 DU0879;SPC AZ C     -   272,954.261   210,803.017   MT  0.99990008   -0 00 54.6
 DU0879;SPC AZ C     -   895,519.23    691,610.95   iFT  0.99990008   -0 00 54.6
 DU0879;UTM  12      - 3,702,872.594   412,259.820   MT  0.99969491   -0 31 14.3
 DU0879
 DU0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0879!SPC AZ C     -   0.99994336  x   0.99990008  =   0.99984345
 DU0879!UTM  12      -   0.99994336  x   0.99969491  =   0.99963829
 DU0879
 DU0879:                Primary Azimuth Mark                     Grid Az
 DU0879:SPC AZ C     -  BATON AZ MK                              011 11 25.4
 DU0879:UTM  12      -  BATON AZ MK                              011 41 45.1
 DU0879
 DU0879|---------------------------------------------------------------------|
 DU0879| PID    Reference Object                     Distance      Geod. Az  |
 DU0879|                                                           dddmmss.s |
 DU0879| DU0881 BATON AZ MK                                        0111030.8 |
 DU0879| DU0880 BATON RM 1                           10.007 METERS 07217     |
 DU0879| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 3.7 KM 0873439.0 |
 DU0879| DU0878 BATON RM 2                           10.773 METERS 30354     |
 DU0879|---------------------------------------------------------------------|
 DU0879
 DU0879                          SUPERSEDED SURVEY CONTROL
 DU0879
 DU0879  NAD 83(1986)-  33 27 42.14734(N)    111 56 39.03430(W) AD(       ) 2
 DU0879  NAD 27      -  33 27 41.98830(N)    111 56 36.50900(W) AD(       ) 2
 DU0879  NGVD 29 (??/??/92)  389.830  (m)         1278.97   (f) ADJ UNCH    2 0
 DU0879
 DU0879.Superseded values are not recommended for survey control.
 DU0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0879.See file dsdata.txt to determine how the superseded data were derived.
 DU0879
 DU0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1226002873(NAD 83)
 DU0879_MARKER: DE = TRAVERSE STATION DISK
 DU0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0879_STAMPING: BATON 1963
 DU0879_MARK LOGO: CGS   
 DU0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0879+STABILITY: SURFACE MOTION
 DU0879
 DU0879  HISTORY     - Date     Condition        Report By
 DU0879  HISTORY     - 1963     MONUMENTED       CGS
 DU0879  HISTORY     - 1963     GOOD             CGS
 DU0879  HISTORY     - 1970     GOOD             NGS
 DU0879  HISTORY     - 1970     GOOD             NGS
 DU0879  HISTORY     - 1982     GOOD             AZDT
 DU0879  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0879
 DU0879                          STATION DESCRIPTION
 DU0879
 DU0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0879'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF DESERT
 DU0879'BOTANICAL GARDENS, 0.3 MILE SOUTH OF EAST MC DOWELL ROAD, 2.5
 DU0879'MILES SOUTH-SOUTHWEST OF SCOTTSDALE AND ON PROPERTY OWNED
 DU0879'BY THE DESERT BOTANICAL GARDENS MANAGED BY MR. W. HUBERT EARLE.
 DU0879'
 DU0879'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE
 DU0879'ROAD AND EAST MC DOWELL ROAD, GO WEST ON EAST MC DOWELL ROAD
 DU0879'FOR 0.5 MILE TO THE INTERSECTION OF NORTH 68 TH STREET, CONTINUE
 DU0879'WEST ON EAST MC DOWELL ROAD FOR 0.5 MILE TO THE ENTRANCE OF
 DU0879'BOTANICAL GARDENS ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT,
 DU0879'TURN LEFT THROUGH THE PARK ENTRANCE AND GO SOUTH ON THE PARK
 DU0879'ROAD FOR 0.3 MILE TO THE CORNER OF A PARKING LOT, TURN LEFT
 DU0879'AND GO ABOUT 130 FEET ON A NARROW ROAD BETWEEN STONES TO THE
 DU0879'CORNER OF ANOTHER PARKING LOT, BEAR LEFT AT THE CORNER OF
 DU0879'THE PARKING ON A DIM TRACK ROAD FOR ABOUT 80 FEET TO THE
 DU0879'STATION ON THE LEFT AS DESCRIBED.
 DU0879'
 DU0879'THE STATION IS A STANDARD TRAVERSE DISK STAMPED BATON 1963,
 DU0879'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 DU0879'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.1 FEET NORTH-NORTHEAST
 DU0879'OF A STANDARD METAL WITNESS POST AND MARKER, 8.5 FEET
 DU0879'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE DIM TRACK
 DU0879'ROAD, 53.0 FEET NORTHEAST OF NORTH EDGE OF PARKING LOT AND
 DU0879'154 PACES EAST-NORTHEAST OF THE NORTHEAST CORNER OF PARK
 DU0879'OFFICE.
 DU0879'
 DU0879'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BATON NO 1 1963,
 DU0879'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 DU0879'1 INCH ABOVE THE GROUND SURFACE.  IT IS 12.0 FEET NORTHWEST OF
 DU0879'THE APPROXIMATE CENTER OF THE DIM TRACK ROAD, 35.0 FEET
 DU0879'NORTHEAST OF THE WITNESS POST AND 80.0 FEET NORTH OF THE
 DU0879'NORTH EDGE OF THE PARKING LOT.
 DU0879'
 DU0879'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BATON NO 2 1963,
 DU0879'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1
 DU0879'INCH ABOVE THE GROUND SURFACE.  IT IS 35.0 FEET NORTHWEST
 DU0879'OF THE APPROXIMATE CENTER OF THE DIM TRACK ROAD, 36.1 FEET
 DU0879'NORTHWEST OF THE WITNESS POST AND 53.0 FEET NORTH OF THE NORTH
 DU0879'EDGE OF THE PARKING LOT.
 DU0879'
 DU0879'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BATON 1963, SET
 DU0879'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 DU0879'ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET NORTH OF AN EAST
 DU0879'AND WEST FENCE LINE, 2.8 FEET NORTH-NORTHEAST OF A STANDARD
 DU0879'METAL WITNESS POST AND MARKER, 62.5 FEET EAST OF THE APPROXIMATE
 DU0879'CENTER OF THE PARK ENTRANCE AND 45 PACES SOUTH OF THE CENTERLINE
 DU0879'OF EAST MC DOWELL ROAD.
 DU0879'
 DU0879'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0879
 DU0879                          STATION RECOVERY (1963)
 DU0879
 DU0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0879'1.8 MI SE FROM PHOENIX.
 DU0879'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0879'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX,
 DU0879'THENCE 0.3 MILE SOUTH ALONG A PRIVATE ROAD LEADING TO THE DESERT
 DU0879'BOTANICAL GARDEN OF ARIZONA, THENCE ABOUT 150 YARDS EAST THROUGH A
 DU0879'PARKING LOT TO THE NORTH SIDE OF THE MOST EASTERLY PARKING LOT, 56
 DU0879'FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT, 3.2 FEET NORTHEAST OF
 DU0879'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 DU0879'INCH.  NOTE-- RM 1 IS 32.8 FEET NORTHEAST OF TRAVERSE STATION BATON,
 DU0879'83 FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT, 35.0 FEET
 DU0879'NORTHEAST OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK
 DU0879'DISK STAMPED BATON NO 1 1963, SET IN TOP OF A CONCRETE POST FLUSH WITH
 DU0879'THE GROUND.  RM 2 IS 35.2 FEET NORTHWEST OF TRAVERSE STATION BATON,
 DU0879'58.5 FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT, 35.9 FEET
 DU0879'NORTHWEST OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK
 DU0879'DISK STAMPED BATON NO 2 1963, SET IN TOP OF A CONCRETE POST FLUSH WITH
 DU0879'THE GROUND.
 DU0879
 DU0879                          STATION RECOVERY (1970)
 DU0879
 DU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0879'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DU0879'ROUTE TO THE STATION IS ADEQUATE.
 DU0879'
 DU0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DU0879'SOUTH-SOUTHWEST OF SCOTTSDALE
 DU0879
 DU0879                          STATION RECOVERY (1970)
 DU0879
 DU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0879'RECOVERED IN GOOD CONDITION.
 DU0879
 DU0879                          STATION RECOVERY (1982)
 DU0879
 DU0879'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0879'RECOVERED IN GOOD CONDITION.
 DU0879
 DU0879                          STATION RECOVERY (2006)
 DU0879
 DU0879'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0879'NEW CONSTRUCTION OF AN EDUCATIONAL CENTER AT THE SITE HAS LIKELY
 DU0879'DESTROYED THE MARK(S).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0881 ***********************************************************************
 DU0881  DESIGNATION -  BATON AZ MK
 DU0881  PID         -  DU0881
 DU0881  STATE/COUNTY-  AZ/MARICOPA
 DU0881  USGS QUAD   -  TEMPE (1982)
 DU0881
 DU0881                         *CURRENT SURVEY CONTROL
 DU0881  ___________________________________________________________________
 DU0881* NAD 83(1986)-  33 27 54.     (N)    111 56 37.     (W)     SCALED    
 DU0881* NAVD 88     -       391.942  (meters)    1285.90   (feet)  ADJUSTED  
 DU0881  ___________________________________________________________________
 DU0881  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0881  DYNAMIC HT  -         391.487 (meters)    1284.40  (feet)  COMP
 DU0881  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 DU0881
 DU0881  VERT ORDER  -  SECOND    CLASS 0
 DU0881
 DU0881.The horizontal coordinates were scaled from a topographic map and have
 DU0881.an estimated accuracy of +/- 6 seconds.
 DU0881
 DU0881.The orthometric height was determined by differential leveling
 DU0881.and adjusted in November 1993.
 DU0881
 DU0881.The geoid height was determined by GEOID03.
 DU0881
 DU0881.The dynamic height is computed by dividing the NAVD 88
 DU0881.geopotential number by the normal gravity value computed on the
 DU0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0881.degrees latitude (g = 980.6199 gals.).
 DU0881
 DU0881.The modeled gravity was interpolated from observed gravity values.
 DU0881
 DU0881;                    North         East    Units  Estimated Accuracy
 DU0881;SPC AZ C     -   273,320.      210,860.      MT  (+/- 180 meters Scaled)
 DU0881
 DU0881                          SUPERSEDED SURVEY CONTROL
 DU0881
 DU0881  NGVD 29 (??/??/92)  391.284  (m)         1283.74   (f) ADJ UNCH    2 0
 DU0881
 DU0881.Superseded values are not recommended for survey control.
 DU0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0881.See file dsdata.txt to determine how the superseded data were derived.
 DU0881
 DU0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC123032(NAD 83)
 DU0881_MARKER: DZ = AZIMUTH MARK DISK
 DU0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0881_STAMPING: BATON 1963
 DU0881_MARK LOGO: CGS   
 DU0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0881+STABILITY: SURFACE MOTION
 DU0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0881+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2007
 DU0881
 DU0881  HISTORY     - Date     Condition        Report By
 DU0881  HISTORY     - 1963     MONUMENTED       CGS
 DU0881  HISTORY     - 1970     GOOD             NGS
 DU0881  HISTORY     - 1982     GOOD             AZDT
 DU0881  HISTORY     - 20070902 GOOD             GEOCAC
 DU0881
 DU0881                          STATION DESCRIPTION
 DU0881
 DU0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0881'1.5 MI E FROM PHOENIX.
 DU0881'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0881'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX TO THE
 DU0881'JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO THE DESERT BOTANICAL
 DU0881'GARDEN OF ARIZONA, 105 FEET SOUTH OF THE SOUTH SIDE OF PAVEMENT OF
 DU0881'EAST MCDOWELL ROAD, 61.5 FEET EAST OF THE CENTER OF THE PRIVATE ROAD,
 DU0881'2.5 FEET NORTH OF A FENCE, 2.8 FEET NORTHEAST OF A METAL WITNESS POST,
 DU0881'ABUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 DU0881'POST PROJECTING 2 INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM
 DU0881'THE INTERSECTION OF EAST MCDOWELL ROAD AND SCOTTSDALE ROAD IN
 DU0881'SCOTTSDALE, BY GOING 1.0 MILE WEST ON EAST MCDOWELL ROAD.
 DU0881
 DU0881                          STATION RECOVERY (1970)
 DU0881
 DU0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0881'RECOVERED IN GOOD CONDITION.
 DU0881
 DU0881                          STATION RECOVERY (1982)
 DU0881
 DU0881'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0881'RECOVERED IN GOOD CONDITION.
 DU0881
 DU0881                          STATION RECOVERY (2007)
 DU0881
 DU0881'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0881'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS NOW ABOUT 90
 DU0881'FEET SOUTH OF THE SOUTH EDGE OF MCDOWELL ROAD, OR 130 FEET SOUTH OF
 DU0881'THE CURRENT CENTERLINE. IT IS 150 FEET EAST OF THE CENTERLINE OF
 DU0881'GALVIN PARKWAY, LOCATED AT A GATE IN THE NORTHERN BOUNDARY FENCE OF
 DU0881'THE BOTANICAL GARDEN, AND ABOUT 18 INCHES NORTH OF THE WESTERN
 DU0881'GATEPOST OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0880 ***********************************************************************
 DU0880  DESIGNATION -  BATON RM 1
 DU0880  PID         -  DU0880
 DU0880  STATE/COUNTY-  AZ/MARICOPA
 DU0880  USGS QUAD   -  TEMPE (1982)
 DU0880
 DU0880                         *CURRENT SURVEY CONTROL
 DU0880  ___________________________________________________________________
 DU0880* NAD 83(1986)-  33 27 42.     (N)    111 56 39.     (W)     SCALED    
 DU0880* NAVD 88     -       390.286  (meters)    1280.46   (feet)  ADJUSTED  
 DU0880  ___________________________________________________________________
 DU0880  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0880  DYNAMIC HT  -         389.834 (meters)    1278.98  (feet)  COMP
 DU0880  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 DU0880
 DU0880  VERT ORDER  -  SECOND    CLASS 0
 DU0880
 DU0880.The horizontal coordinates were scaled from a topographic map and have
 DU0880.an estimated accuracy of +/- 6 seconds.
 DU0880
 DU0880.The orthometric height was determined by differential leveling
 DU0880.and adjusted in November 1993.
 DU0880
 DU0880.The geoid height was determined by GEOID03.
 DU0880
 DU0880.The dynamic height is computed by dividing the NAVD 88
 DU0880.geopotential number by the normal gravity value computed on the
 DU0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0880.degrees latitude (g = 980.6199 gals.).
 DU0880
 DU0880.The modeled gravity was interpolated from observed gravity values.
 DU0880
 DU0880;                    North         East    Units  Estimated Accuracy
 DU0880;SPC AZ C     -   272,950.      210,800.      MT  (+/- 180 meters Scaled)
 DU0880
 DU0880                          SUPERSEDED SURVEY CONTROL
 DU0880
 DU0880  NGVD 29 (??/??/92)  389.628  (m)         1278.30   (f) ADJ UNCH    2 0
 DU0880
 DU0880.Superseded values are not recommended for survey control.
 DU0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0880.See file dsdata.txt to determine how the superseded data were derived.
 DU0880
 DU0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122028(NAD 83)
 DU0880_MARKER: DR = REFERENCE MARK DISK
 DU0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0880_STAMPING: BATON NO 1 1963
 DU0880_MARK LOGO: CGS   
 DU0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0880+STABILITY: SURFACE MOTION
 DU0880
 DU0880  HISTORY     - Date     Condition        Report By
 DU0880  HISTORY     - 1963     MONUMENTED       CGS
 DU0880  HISTORY     - 1970     GOOD             NGS
 DU0880  HISTORY     - 1982     GOOD             AZDT
 DU0880  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0880
 DU0880                          STATION DESCRIPTION
 DU0880
 DU0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0880'IN PHOENIX.
 DU0880'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0880'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX,
 DU0880'THENCE 0.3 MILE SOUTH ALONG A PRIVATE ROAD LEADING TO THE DESERT
 DU0880'BOTANICAL GARDEN OF ARIZONA, THENCE ABOUT 150 YARDS EAST THROUGH A
 DU0880'PARKING LOT TO THE NORTH SIDE OF THE MOST EASTERLY PARKING LOT, 32.8
 DU0880'FEET NORTHEAST OF TRAVERSE STATION BATON, 83 FEET NORTH OF THE NORTH
 DU0880'EDGE OF THE PARKING LOT, 35.0 FEET NORTHEAST OF A METAL WITNESS POST,
 DU0880'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0880
 DU0880                          STATION RECOVERY (1970)
 DU0880
 DU0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0880'RECOVERED IN GOOD CONDITION.
 DU0880
 DU0880                          STATION RECOVERY (1982)
 DU0880
 DU0880'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0880'RECOVERED IN GOOD CONDITION.
 DU0880
 DU0880                          STATION RECOVERY (2006)
 DU0880
 DU0880'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0880'NEW CONSTRUCTION OF AN EDUCATIONAL CENTER AT THE SITE HAS LIKELY
 DU0880'DESTROYED THE MARK(S).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0878 ***********************************************************************
 DU0878  DESIGNATION -  BATON RM 2
 DU0878  PID         -  DU0878
 DU0878  STATE/COUNTY-  AZ/MARICOPA
 DU0878  USGS QUAD   -  TEMPE (1982)
 DU0878
 DU0878                         *CURRENT SURVEY CONTROL
 DU0878  ___________________________________________________________________
 DU0878* NAD 83(1986)-  33 27 42.     (N)    111 56 39.     (W)     SCALED    
 DU0878* NAVD 88     -       390.542  (meters)    1281.30   (feet)  ADJUSTED  
 DU0878  ___________________________________________________________________
 DU0878  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0878  DYNAMIC HT  -         390.090 (meters)    1279.82  (feet)  COMP
 DU0878  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 DU0878
 DU0878  VERT ORDER  -  SECOND    CLASS 0
 DU0878
 DU0878.The horizontal coordinates were scaled from a topographic map and have
 DU0878.an estimated accuracy of +/- 6 seconds.
 DU0878
 DU0878.The orthometric height was determined by differential leveling
 DU0878.and adjusted in November 1993.
 DU0878
 DU0878.The geoid height was determined by GEOID03.
 DU0878
 DU0878.The dynamic height is computed by dividing the NAVD 88
 DU0878.geopotential number by the normal gravity value computed on the
 DU0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0878.degrees latitude (g = 980.6199 gals.).
 DU0878
 DU0878.The modeled gravity was interpolated from observed gravity values.
 DU0878
 DU0878;                    North         East    Units  Estimated Accuracy
 DU0878;SPC AZ C     -   272,950.      210,800.      MT  (+/- 180 meters Scaled)
 DU0878
 DU0878                          SUPERSEDED SURVEY CONTROL
 DU0878
 DU0878  NGVD 29 (??/??/92)  389.883  (m)         1279.14   (f) ADJ UNCH    2 0
 DU0878
 DU0878.Superseded values are not recommended for survey control.
 DU0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0878.See file dsdata.txt to determine how the superseded data were derived.
 DU0878
 DU0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122028(NAD 83)
 DU0878_MARKER: DR = REFERENCE MARK DISK
 DU0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0878_STAMPING: BATON NO 2 1963
 DU0878_MARK LOGO: CGS   
 DU0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0878+STABILITY: SURFACE MOTION
 DU0878
 DU0878  HISTORY     - Date     Condition        Report By
 DU0878  HISTORY     - 1963     MONUMENTED       CGS
 DU0878  HISTORY     - 1970     GOOD             NGS
 DU0878  HISTORY     - 1982     GOOD             AZDT
 DU0878  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0878
 DU0878                          STATION DESCRIPTION
 DU0878
 DU0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0878'IN PHOENIX.
 DU0878'1.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0878'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX,
 DU0878'THENCE 0.3 MILE SOUTH ALONG A PRIVATE ROAD LEADING TO THE DESERT
 DU0878'BOTANICAL GARDEN OF ARIZONA, THENCE ABOUT 150 YARDS EAST THROUGH 2
 DU0878'PARKING LOT TO THE NORTH SIDE OF THE MOST EASTERLY PARKING LOT, 35.2
 DU0878'FEET NORTHWEST OF TRAVERSE STATION BATON, 58.5 FEET NORTH OF THE NORTH
 DU0878'EDGE OF THE PARKING LOT, 35.9 FEET NORTHWEST OF A METAL WITNESS POST,
 DU0878'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0878
 DU0878                          STATION RECOVERY (1970)
 DU0878
 DU0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0878'RECOVERED IN GOOD CONDITION.
 DU0878
 DU0878                          STATION RECOVERY (1982)
 DU0878
 DU0878'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0878'RECOVERED IN GOOD CONDITION.
 DU0878
 DU0878                          STATION RECOVERY (2006)
 DU0878
 DU0878'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0878'NEW CONSTRUCTION OF AN EDUCATIONAL CENTER AT THE SITE HAS LIKELY
 DU0878'DESTROYED THE MARK(S).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1142 ***********************************************************************
 CY1142  DESIGNATION -  BAWTRY
 CY1142  PID         -  CY1142
 CY1142  STATE/COUNTY-  AZ/COCHISE
 CY1142  USGS QUAD   -  BLUE MOUNTAIN (1987)
 CY1142
 CY1142                         *CURRENT SURVEY CONTROL
 CY1142  ___________________________________________________________________
 CY1142* NAD 83(1992)-  32 07 14.49823(N)    109 10 30.56516(W)     ADJUSTED  
 CY1142* NAVD 88     -      1215.9    (meters)    3989.     (feet)  VERTCON   
 CY1142  ___________________________________________________________________
 CY1142  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CY1142  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CY1142  HORZ ORDER  -  FIRST
 CY1142
 CY1142.The horizontal coordinates were established by classical geodetic methods
 CY1142.and adjusted by the National Geodetic Survey in August 1993.
 CY1142
 CY1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1142
 CY1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1142
 CY1142.The geoid height was determined by GEOID03.
 CY1142
 CY1142;                    North         East     Units Scale Factor Converg.
 CY1142;SPC AZ E     -   124,679.641   306,920.616   MT  1.00000792   +0 31 38.0
 CY1142;SPC AZ E     -   409,053.94  1,006,957.40   iFT  1.00000792   +0 31 38.0
 CY1142;UTM  12      - 3,555,271.801   672,152.750   MT  0.99996550   +0 58 13.9
 CY1142
 CY1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1142!SPC AZ E     -   0.99981328  x   1.00000792  =   0.99982120
 CY1142!UTM  12      -   0.99981328  x   0.99996550  =   0.99977879
 CY1142
 CY1142:                Primary Azimuth Mark                     Grid Az
 CY1142:SPC AZ E     -  CAVOT                                    044 34 08.2
 CY1142:UTM  12      -  CAVOT                                    044 07 32.3
 CY1142
 CY1142|---------------------------------------------------------------------|
 CY1142| PID    Reference Object                     Distance      Geod. Az  |
 CY1142|                                                           dddmmss.s |
 CY1142| CY0322 CAVOT                               APPROX.16.9 KM 0450546.2 |
 CY1142| CC6024 BAWTRY RM 2                          16.672 METERS 08606     |
 CY1142| CF0316 ROUND                               APPROX.18.5 KM 1754409.3 |
 CY1142| CC6023 BAWTRY RM 1                          20.004 METERS 35551     |
 CY1142|---------------------------------------------------------------------|
 CY1142
 CY1142                          SUPERSEDED SURVEY CONTROL
 CY1142
 CY1142  NAD 83(1986)-  32 07 14.49414(N)    109 10 30.56291(W) AD(       ) 1
 CY1142  NAD 27      -  32 07 14.20000(N)    109 10 28.33400(W) AD(       ) 1
 CY1142  NGVD 29 (03/13/91) 1215.2    (m)         3987.     (f) VERT ANG    3  
 CY1142
 CY1142.Superseded values are not recommended for survey control.
 CY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1142.See file dsdata.txt to determine how the superseded data were derived.
 CY1142
 CY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA7215355272(NAD 83)
 CY1142_MARKER: DS = TRIANGULATION STATION DISK
 CY1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1142+STABILITY: SURFACE MOTION
 CY1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1142+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY1142
 CY1142  HISTORY     - Date     Condition        Report By
 CY1142  HISTORY     - 1935     MONUMENTED       CGS
 CY1142  HISTORY     - 1938     GOOD             CGS
 CY1142  HISTORY     - 1958     GOOD             CGS
 CY1142  HISTORY     - 1960     GOOD             CGS
 CY1142  HISTORY     - 1982     GOOD             AZDT
 CY1142  HISTORY     - 20081010 GOOD             GEOCAC
 CY1142
 CY1142                          STATION DESCRIPTION
 CY1142
 CY1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1142'STATION IS LOCATED ON THE DESERT, AND IS ABOUT 30 MILES AIRLINE
 CY1142'FROM THE CITY OF LORDSBURG, NEW MEXICO IN AN EAST-SOUTHEAST
 CY1142'DIRECTION, AND IS ABOUT 8 MILES WEST OF THE ARIZONA-NEW MEXICO
 CY1142'STATE BOUNDARY.
 CY1142'
 CY1142'TO REACH FROM LORDSBURG, ON THE LORDSBURG-WILLCOX ROAD, GO
 CY1142'30.3 MILES TO THE FLAG STOP BAWTRY ON THE SOUTHERN PACIFIC
 CY1142'COMPANY RAILROAD, TURN LEFT (SOUTH) ON TO A GRADED DIRT ROAD
 CY1142'AND GO 9.2 MILES TO END OF TRUCK TRAVEL AND STATION.
 CY1142
 CY1142                          STATION RECOVERY (1938)
 CY1142
 CY1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY1142'STATION FOUND IN GOOD CONDITION, AND THE 10-FOOT STAND USED IN
 CY1142'1935 FOR OBSERVATIONS WAS USED FOR 1938 OBSERVATIONS.
 CY1142'
 CY1142'STATION IS LOCATED IN THE DESERT VALLEY NORTH OF THE CHIRICAHUA
 CY1142'MOUNTAINS, ABOUT 30 MILES WEST-SOUTHWEST AIRLINE FROM LORDSBURG,
 CY1142'N. MEX., AND IS ABOUT 8 MILES WEST OF THE ARIZONA-NEW MEXICO
 CY1142'STATE BOUNDARY.
 CY1142'
 CY1142'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CY1142'DISKS SET IN CONCRETE, ALL IN EXCELLENT CONDITION.
 CY1142'
 CY1142'TO REACH FROM LORDSBURG ON THE LORDSBURG-WILLCOX ROAD, GO
 CY1142'30.0 MILES TO THE FLAG STOP BAWTRY ON THE SOUTHERN PACIFIC
 CY1142'COMPANY RAILROAD, CONTINUE 0.3 MILES TO A ROAD INTERSECTION,
 CY1142'TURN LEFT (SOUTH) ONTO GRADED DIRT ROAD AND GO 9.2 MILES TO THE
 CY1142'STATION LOCATED ABOUT 15 PACES EAST OF THE ROAD.
 CY1142'
 CY1142'THE MEASUREMENTS TO REFERENCE MARK NO. 1 AGREE WITH THE 1935
 CY1142'MEASUREMENTS, WHILE THE DISTANCE TO REFERENCE MARK NO. 2 IS
 CY1142'0.012 METERS SHORTER.  THE DIRECTION MEASUREMENTS TO THE
 CY1142'REFERENCE MARKS VARY RESPECTIVELY BY 3 AND 2 MINUTES FROM THE
 CY1142'1935 OBSERVED VALUES.  THE 1938 VALUES ARE CORRECT.
 CY1142
 CY1142                          STATION RECOVERY (1958)
 CY1142
 CY1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GEB)
 CY1142'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED IN
 CY1142'GOOD CONDITION.  AZMUTH MARK WAS NOT SEARCHED FOR.
 CY1142
 CY1142                          STATION RECOVERY (1960)
 CY1142
 CY1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1142'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 CY1142'IN VERY GOOD CONDITION.
 CY1142
 CY1142                          STATION RECOVERY (1982)
 CY1142
 CY1142'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY1142'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 CY1142'REFERENCE MARK 1 WAS FOUND DESTROYED AND THE AZIMUTH MARK WAS SEARCHED
 CY1142'FOR AND NOT RECOVERED.  REFERENCE MARK 3 WAS SET BY AZDT BUT WAS NOT
 CY1142'CUT IN. IT IS REPORTED TO BE 66.11 FEET NORTHEAST OF THE STATION.
 CY1142'
 CY1142'TO REACH THE STATION FROM THE POST OFFICE IN RODEO NEW MEXICO TRAVEL
 CY1142'NORTH ALONG U.S. HIGHWAY 80 FOR 2.75 MILES TO A PAVED ROAD ON THE LEFT
 CY1142'WHICH IS PORTAL ROAD.  TURN LEFT FOR 0.8 MILE TO A FORK, BEAR RIGHT
 CY1142'ALONG PAVED ROAD FOR 5.65 MILES TO A BLADED ROAD ON THE RIGHT AT A
 CY1142'CATTLE GUARD.  TURN RIGHT FOR 8.1 MILES TO A FORK, TAKE THE RIGHT FORK
 CY1142'AND CONTINUE NORTH FOR 0.25 MILE TO A FORK, TAKE THE RIGHT FORK AND
 CY1142'CONTINUE NORTH FOR 7.6 MILES TO A BLADED ROAD RIGHT AT SOME MAIL BOXES
 CY1142'CONTINUE NORTH FOR 0.1 MILE TO THE STATION ON THE RIGHT.  IT IS 37
 CY1142'FEET EAST OF THE CENTER OF THE BLADED ROAD.
 CY1142
 CY1142                          STATION RECOVERY (2008)
 CY1142
 CY1142'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY1142'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 2 AND RM 3 WERE ALSO
 CY1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0014 ***********************************************************************
 CZ0014  DESIGNATION -  BB
 CZ0014  PID         -  CZ0014
 CZ0014  STATE/COUNTY-  AZ/COCHISE
 CZ0014  USGS QUAD   -  DRAGOON (1995)
 CZ0014
 CZ0014                         *CURRENT SURVEY CONTROL
 CZ0014  ___________________________________________________________________
 CZ0014* NAD 83(1986)-  32 01 56.     (N)    110 06 13.     (W)     SCALED    
 CZ0014* NAVD 88     -      1432.41   (+/-2cm)    4699.5    (feet)  VERTCON   
 CZ0014  ___________________________________________________________________
 CZ0014  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CZ0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0014
 CZ0014.The horizontal coordinates were scaled from a topographic map and have
 CZ0014.an estimated accuracy of +/- 6 seconds.
 CZ0014
 CZ0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0014.The vertical order pertains to the NGVD 29 superseded value.
 CZ0014
 CZ0014.The geoid height was determined by GEOID03.
 CZ0014
 CZ0014;                    North         East    Units  Estimated Accuracy
 CZ0014;SPC AZ E     -   114,440.      219,320.      MT  (+/- 180 meters Scaled)
 CZ0014
 CZ0014                          SUPERSEDED SURVEY CONTROL
 CZ0014
 CZ0014  NGVD 29 (??/??/92) 1431.524  (m)         4696.59   (f) ADJ UNCH    2 0
 CZ0014
 CZ0014.Superseded values are not recommended for survey control.
 CZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0014.See file dsdata.txt to determine how the superseded data were derived.
 CZ0014
 CZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA846443(NAD 83)
 CZ0014_MARKER: DD = SURVEY DISK
 CZ0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0014_SP_SET: CONCRETE DRAIN
 CZ0014_STAMPING: BB
 CZ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0014
 CZ0014  HISTORY     - Date     Condition        Report By
 CZ0014  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0014  HISTORY     - 1960     GOOD             NGS
 CZ0014  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0014
 CZ0014                          STATION DESCRIPTION
 CZ0014
 CZ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0014'13.05 MI E FROM BENSON.
 CZ0014'13.05 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0014'HIGHWAY 86, 0.4 MILE WEST OF MILEPOST 306, 26 FEET NORTHWEST OF THE
 CZ0014'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, CEMENTED IN THE CENTER OF
 CZ0014'THE NORTHWEST HEADWALL OF A CONCRETE DRAIN ABOUT LEVEL WITH THE
 CZ0014'HIGHWAY.
 CZ0014
 CZ0014                          STATION RECOVERY (1979)
 CZ0014
 CZ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0014'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  NO HEADWALL WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0588 ***********************************************************************
 DU0588  DESIGNATION -  BB 100
 DU0588  PID         -  DU0588
 DU0588  STATE/COUNTY-  AZ/PINAL
 DU0588  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0588
 DU0588                         *CURRENT SURVEY CONTROL
 DU0588  ___________________________________________________________________
 DU0588* NAD 83(1986)-  33 24 54.     (N)    111 34 38.     (W)     SCALED    
 DU0588* NAVD 88     -       502.314  (meters)    1648.01   (feet)  ADJUSTED  
 DU0588  ___________________________________________________________________
 DU0588  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU0588  DYNAMIC HT  -         501.705 (meters)    1646.01  (feet)  COMP
 DU0588  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 DU0588
 DU0588  VERT ORDER  -  FIRST     CLASS II
 DU0588
 DU0588.The horizontal coordinates were scaled from a topographic map and have
 DU0588.an estimated accuracy of +/- 6 seconds.
 DU0588
 DU0588.The orthometric height was determined by differential leveling
 DU0588.and adjusted in June 1991.
 DU0588
 DU0588.The geoid height was determined by GEOID03.
 DU0588
 DU0588.The dynamic height is computed by dividing the NAVD 88
 DU0588.geopotential number by the normal gravity value computed on the
 DU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0588.degrees latitude (g = 980.6199 gals.).
 DU0588
 DU0588.The modeled gravity was interpolated from observed gravity values.
 DU0588
 DU0588;                    North         East    Units  Estimated Accuracy
 DU0588;SPC AZ C     -   267,830.      244,930.      MT  (+/- 180 meters Scaled)
 DU0588
 DU0588                          SUPERSEDED SURVEY CONTROL
 DU0588
 DU0588.No superseded survey control is available for this station.
 DU0588
 DU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB463974(NAD 83)
 DU0588_MARKER: DD = SURVEY DISK
 DU0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0588_SP_SET: CULVERT
 DU0588_STAMPING: BB 100
 DU0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0588
 DU0588  HISTORY     - Date     Condition        Report By
 DU0588  HISTORY     - UNK      MONUMENTED       AZHD
 DU0588  HISTORY     - 1948     GOOD             NGS
 DU0588  HISTORY     - 1981     GOOD             NGS
 DU0588  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU0588  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0588
 DU0588                          STATION DESCRIPTION
 DU0588
 DU0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0588'1.6 MI W FROM APACHE JUNCTION.
 DU0588'ABOUT 1.6 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0588'ABOUT 0.2 MILE EAST OF THE PINAL-MARICOPA COUNTY LINE, 21.6 FEET SOUTH
 DU0588'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND IN THE CENTER OF A
 DU0588'12-FEET LONG CONCRETE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0588
 DU0588                          STATION RECOVERY (1981)
 DU0588
 DU0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0588'2.7 KILOMETERS (1.7 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU0588'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN
 DU0588'THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL OF A 3 X 1 METER (10 X
 DU0588'3 FEET) BOX CULVERT UNDER THE HIGHWAY, 4.6 METERS (15.0 FEET) SOUTH OF
 DU0588'THE SOUTH CENTERLINE OF THE EASTBOUND HIGHWAY TRAFFIC LANES, 10.4
 DU0588'METERS (34.1 FEET) NORTHWEST OF THE POWER POLE WITH A STREET LAMP
 DU0588'AT THE NORTHWEST CORNER OF THE PALO VERDE LODGE AND 10.0 METERS (32.0
 DU0588'FEET) EAST OF THE CENTERLINE OF A HIGHWAY CROSSOVER.
 DU0588'THE MARK IS 0.1 M BELOW HIGHWAY CENTERLINE.
 DU0588
 DU0588                          STATION RECOVERY (1999)
 DU0588
 DU0588'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0588'MARK NOT FOUND.
 DU0588
 DU0588                          STATION RECOVERY (2006)
 DU0588
 DU0588'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0588'MARK NOT RECOVERED. THE CULVERT AND HEADWALL HAVE BEEN REMOVED.
 DU0588'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1095 ***********************************************************************
 DA1095  DESIGNATION -  BB 257
 DA1095  PID         -  DA1095
 DA1095  STATE/COUNTY-  AZ/YUMA
 DA1095  USGS QUAD   -  DATELAND (1982)
 DA1095
 DA1095                         *CURRENT SURVEY CONTROL
 DA1095  ___________________________________________________________________
 DA1095* NAD 83(1986)-  32 46 28.     (N)    113 35 49.     (W)     SCALED    
 DA1095* NAVD 88     -       123.770  (meters)     406.07   (feet)  ADJUSTED  
 DA1095  ___________________________________________________________________
 DA1095  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DA1095  DYNAMIC HT  -         123.629 (meters)     405.61  (feet)  COMP
 DA1095  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 DA1095
 DA1095  VERT ORDER  -  FIRST     CLASS II
 DA1095
 DA1095.The horizontal coordinates were scaled from a topographic map and have
 DA1095.an estimated accuracy of +/- 6 seconds.
 DA1095
 DA1095.The orthometric height was determined by differential leveling
 DA1095.and adjusted in June 1991.
 DA1095
 DA1095.The geoid height was determined by GEOID03.
 DA1095
 DA1095.The dynamic height is computed by dividing the NAVD 88
 DA1095.geopotential number by the normal gravity value computed on the
 DA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1095.degrees latitude (g = 980.6199 gals.).
 DA1095
 DA1095.The modeled gravity was interpolated from observed gravity values.
 DA1095
 DA1095;                    North         East    Units  Estimated Accuracy
 DA1095;SPC AZ W     -   196,760.      227,700.      MT  (+/- 180 meters Scaled)
 DA1095
 DA1095                          SUPERSEDED SURVEY CONTROL
 DA1095
 DA1095  NGVD 29 (??/??/92)  123.167  (m)          404.09   (f) ADJ UNCH    1 2
 DA1095
 DA1095.Superseded values are not recommended for survey control.
 DA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1095.See file dsdata.txt to determine how the superseded data were derived.
 DA1095
 DA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB567292(NAD 83)
 DA1095_MARKER: DB = BENCH MARK DISK
 DA1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1095_SP_SET: BRIDGE
 DA1095_STAMPING: B B 257 1945
 DA1095_MARK LOGO: CGS   
 DA1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1095
 DA1095  HISTORY     - Date     Condition        Report By
 DA1095  HISTORY     - 1945     MONUMENTED       CGS
 DA1095  HISTORY     - 1952     GOOD             NGS
 DA1095  HISTORY     - 1981     GOOD             NGS
 DA1095  HISTORY     - 1981     GOOD             NGS
 DA1095
 DA1095                          STATION DESCRIPTION
 DA1095
 DA1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1095'9.1 MI SW FROM AZTEC.
 DA1095'9.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1095'THE WATER TANK AT AZTEC, 9.8 MILES NORTHEAST OF MOHAWK, IN THE
 DA1095'NORTHWEST WING-WALL OF BRIDGE NO. 802.72, 8 1/2 POLES SOUTHWEST OF
 DA1095'MILEPOST 803, 142.7 FEET SOUTHEAST OF THE CENTER LINE OF UNITED STATES
 DA1095'HIGHWAY 80, 6.5 FEET NORTHWEST OF THE NORTH RAIL, AND 0.9 FOOT LOWER
 DA1095'THAN THE RAILROAD TRACK.
 DA1095
 DA1095                          STATION RECOVERY (1981)
 DA1095
 DA1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1095'RECOVERED IN GOOD CONDITION.
 DA1095
 DA1095                          STATION RECOVERY (1981)
 DA1095
 DA1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0579 ***********************************************************************
 FP0579  DESIGNATION -  BE
 FP0579  PID         -  FP0579
 FP0579  STATE/COUNTY-  AZ/APACHE
 FP0579  USGS QUAD   -  HOUCK (1971)
 FP0579
 FP0579                         *CURRENT SURVEY CONTROL
 FP0579  ___________________________________________________________________
 FP0579* NAD 83(1992)-  35 16 56.30640(N)    109 10 48.17141(W)     ADJUSTED  
 FP0579* NAVD 88     -      1845.     (meters)    6053.     (feet)  SCALED    
 FP0579  ___________________________________________________________________
 FP0579  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 FP0579  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 FP0579  HORZ ORDER  -  SECOND
 FP0579
 FP0579.The horizontal coordinates were established by classical geodetic methods
 FP0579.and adjusted by the National Geodetic Survey in August 1993.
 FP0579
 FP0579.The orthometric height was scaled from a topographic map.
 FP0579
 FP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0579
 FP0579.The geoid height was determined by GEOID03.
 FP0579
 FP0579;                    North         East     Units Scale Factor Converg.
 FP0579;SPC AZ E     -   475,337.509   303,108.730   MT  0.99999923   +0 34 11.7
 FP0579;SPC AZ E     - 1,559,506.26    994,451.21   iFT  0.99999923   +0 34 11.7
 FP0579;SPC NM W     -   475,730.773   707,491.073   MT  1.00010157   -0 46 40.7
 FP0579;SPC NM W     - 1,560,793.38  2,321,160.30   sFT  1.00010157   -0 46 40.7
 FP0579;UTM  12      - 3,905,869.230   665,510.605   MT  0.99993760   +1 03 05.2
 FP0579
 FP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0579!SPC AZ E     -   0.99971397  x   0.99999923  =   0.99971320
 FP0579!SPC NM W     -   0.99971397  x   1.00010157  =   0.99981551
 FP0579!UTM  12      -   0.99971397  x   0.99993760  =   0.99965158
 FP0579
 FP0579|---------------------------------------------------------------------|
 FP0579| PID    Reference Object                     Distance      Geod. Az  |
 FP0579|                                                           dddmmss.s |
 FP0579| CD3974 BE RM 1                               8.130 METERS 03502     |
 FP0579| FP0578 HOUCK                               APPROX. 2.2 KM 0792023.1 |
 FP0579| CD3975 BE RM 2                               5.285 METERS 23458     |
 FP0579|---------------------------------------------------------------------|
 FP0579
 FP0579                          SUPERSEDED SURVEY CONTROL
 FP0579
 FP0579  NAD 83(1986)-  35 16 56.30408(N)    109 10 48.17226(W) AD(       ) 2
 FP0579  NAD 27      -  35 16 56.20900(N)    109 10 45.85030(W) AD(       ) 2
 FP0579
 FP0579.Superseded values are not recommended for survey control.
 FP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0579.See file dsdata.txt to determine how the superseded data were derived.
 FP0579
 FP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE6551105869(NAD 83)
 FP0579_MARKER: DE = TRAVERSE STATION DISK
 FP0579_SETTING: 80 = SET IN A BOULDER
 FP0579_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0579
 FP0579  HISTORY     - Date     Condition        Report By
 FP0579  HISTORY     - 1959     MONUMENTED       CGS
 FP0579
 FP0579                          STATION DESCRIPTION
 FP0579
 FP0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0579'THE STATION IS ABOUT 1-1/2 MILES EAST OF HOUCK AND ABOUT 0.15
 FP0579'MILE NORTH OF MILE POST 372, ON THE SOUTHWEST PART OF A HILL
 FP0579'THAT BREAKS OFF SHARP TO THE WEST AND SOUTH.
 FP0579'
 FP0579'TO REACH THE STATION FROM THE POST OFFICE AT HOUCK GO EAST ON
 FP0579'U.S. HIGHWAY 66 FOR 1.4 MILES TO MILE POST 372 AND THE END OF
 FP0579'TRUCK TRAVEL.  FROM HERE PACK NORTH TO THE SHEEP CORRAL, THEN
 FP0579'UP THE STEEP HILL TO THE FIRST SUMMIT AND STATION.  LENGTH
 FP0579'OF PACK IS ABOUT 1/4 HOUR.
 FP0579'
 FP0579'THE STATION MARK, STAMPED BE 1959, IS A STANDARD TRAVERSE
 FP0579'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FP0579'PROJECTS 1 FOOT.  IT IS 12 FEET SOUTHWEST OF A CAIRN AND 5
 FP0579'FEET NORTHWEST OF THE WITNESS POST.
 FP0579'
 FP0579'REFERENCE MARK 1, STAMPED BE NO 1 1959, IS A STANDARD DISK
 FP0579'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 FP0579'IT IS 15 FEET NORTHEAST OF THE CAIRN.
 FP0579'
 FP0579'REFERENCE MARK 2, STAMPED BE NO 2 1959, IS A STANDARD DISK
 FP0579'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FP0579'IT IS 29 FEET SOUTHWEST OF THE CAIRN.
 FP0579'
 FP0579'TRAVERSE STATION HOUCK WILL SERVE AS AN AZIMUTH MARK.  SEE
 FP0579'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0113 ***********************************************************************
 GP0113  DESIGNATION -  BE 13
 GP0113  PID         -  GP0113
 GP0113  STATE/COUNTY-  AZ/COCONINO
 GP0113  USGS QUAD   -  PAGE (1985)
 GP0113
 GP0113                         *CURRENT SURVEY CONTROL
 GP0113  ___________________________________________________________________
 GP0113* NAD 83(1986)-  36 55 24.     (N)    111 28 47.     (W)     SCALED    
 GP0113* NAVD 88     -      1108.149  (meters)    3635.65   (feet)  ADJUSTED  
 GP0113  ___________________________________________________________________
 GP0113  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0113  DYNAMIC HT  -        1106.889 (meters)    3631.52  (feet)  COMP
 GP0113  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 GP0113
 GP0113  VERT ORDER  -  FIRST     CLASS II
 GP0113
 GP0113.The horizontal coordinates were scaled from a topographic map and have
 GP0113.an estimated accuracy of +/- 6 seconds.
 GP0113
 GP0113.The orthometric height was determined by differential leveling
 GP0113.and adjusted in June 1991.
 GP0113
 GP0113.The geoid height was determined by GEOID03.
 GP0113
 GP0113.The dynamic height is computed by dividing the NAVD 88
 GP0113.geopotential number by the normal gravity value computed on the
 GP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0113.degrees latitude (g = 980.6199 gals.).
 GP0113
 GP0113.The modeled gravity was interpolated from observed gravity values.
 GP0113
 GP0113;                    North         East    Units  Estimated Accuracy
 GP0113;SPC AZ C     -   657,050.      252,290.      MT  (+/- 180 meters Scaled)
 GP0113
 GP0113                          SUPERSEDED SURVEY CONTROL
 GP0113
 GP0113  NGVD 29 (??/??/92) 1107.262  (m)         3632.74   (f) ADJ UNCH    1 2
 GP0113
 GP0113.Superseded values are not recommended for survey control.
 GP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0113.See file dsdata.txt to determine how the superseded data were derived.
 GP0113
 GP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF572864(NAD 83)
 GP0113_MARKER: DD = SURVEY DISK
 GP0113_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0113_SP_SET: UNSPEC. ROCK
 GP0113_STAMPING: BE 13 1957
 GP0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0113
 GP0113  HISTORY     - Date     Condition        Report By
 GP0113  HISTORY     - 1957     MONUMENTED       BOR
 GP0113  HISTORY     - 1962     GOOD             NGS
 GP0113
 GP0113                          STATION DESCRIPTION
 GP0113
 GP0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0113'4.2 MI S FROM PAGE.
 GP0113'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0113'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0113'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE
 GP0113'0.85 MILE NORTH INTO THE POWERPLANT SERVICE ROAD TUNNEL.  THENCE PASS
 GP0113'THROUGH ADIT NO. 11.  THENCE ABOUT 0.05 MILE NORTH ALONG A DIRT ROAD,
 GP0113'ABOVE THE COLORADO RIVER ON THE EASTERLY CANYON WALL ABOUT 1 1/4 MILES
 GP0113'DOWNSTREAM FROM THE GLEN CANYON DAM, 22.0 FEET NORTH OF A METAL
 GP0113'WITNESS POST, ABOUT 10 FEET NORTH OF A RAVINE IN THE CANYON WALL,
 GP0113'ABOUT 200 FEET ABOVE THE DIRT ROAD BELOW, AND SET IN THE TOP OF A ROCK
 GP0113'WHICH PROTRUDES OUT FROM THE CANYON WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0116 ***********************************************************************
 GP0116  DESIGNATION -  BE 16
 GP0116  PID         -  GP0116
 GP0116  STATE/COUNTY-  AZ/COCONINO
 GP0116  USGS QUAD   -  PAGE (1985)
 GP0116
 GP0116                         *CURRENT SURVEY CONTROL
 GP0116  ___________________________________________________________________
 GP0116* NAD 83(1986)-  36 56 12.     (N)    111 28 57.     (W)     SCALED    
 GP0116* NAVD 88     -       971.106  (meters)    3186.04   (feet)  ADJUSTED  
 GP0116  ___________________________________________________________________
 GP0116  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0116  DYNAMIC HT  -         970.001 (meters)    3182.41  (feet)  COMP
 GP0116  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 GP0116
 GP0116  VERT ORDER  -  FIRST     CLASS II
 GP0116
 GP0116.The horizontal coordinates were scaled from a topographic map and have
 GP0116.an estimated accuracy of +/- 6 seconds.
 GP0116
 GP0116.The orthometric height was determined by differential leveling
 GP0116.and adjusted in June 1991.
 GP0116
 GP0116.The geoid height was determined by GEOID03.
 GP0116
 GP0116.The dynamic height is computed by dividing the NAVD 88
 GP0116.geopotential number by the normal gravity value computed on the
 GP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0116.degrees latitude (g = 980.6199 gals.).
 GP0116
 GP0116.The modeled gravity was interpolated from observed gravity values.
 GP0116
 GP0116;                    North         East    Units  Estimated Accuracy
 GP0116;SPC AZ C     -   658,530.      252,030.      MT  (+/- 180 meters Scaled)
 GP0116
 GP0116                          SUPERSEDED SURVEY CONTROL
 GP0116
 GP0116  NGVD 29 (??/??/92)  970.214  (m)         3183.11   (f) ADJ UNCH    1 2
 GP0116
 GP0116.Superseded values are not recommended for survey control.
 GP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0116.See file dsdata.txt to determine how the superseded data were derived.
 GP0116
 GP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF570879(NAD 83)
 GP0116_MARKER: DD = SURVEY DISK
 GP0116_SETTING: 66 = SET IN ROCK OUTCROP
 GP0116_SP_SET: SANDSTONE LEDGE
 GP0116_STAMPING: BE 16 1957
 GP0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0116+STABILITY: POSITION/ELEVATION WELL
 GP0116
 GP0116  HISTORY     - Date     Condition        Report By
 GP0116  HISTORY     - 1957     MONUMENTED       BOR
 GP0116  HISTORY     - 1962     GOOD             NGS
 GP0116
 GP0116                          STATION DESCRIPTION
 GP0116
 GP0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0116'IN PAGE.
 GP0116'AT THE POWERPLANT OF THE GLEN CANYON DAM.  MAY BE REACHED BY GOING 2.3
 GP0116'MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF THE GLEN
 GP0116'CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG AN ASPHALT
 GP0116'ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE 1.95 MILE
 GP0116'NORTH INTO AND THROUGH THE POWERPLANT SERVICE ROAD TUNNEL, 265 FEET
 GP0116'SOUTH OF THE SOUTH FACE OF THE POWERPLANT MACHINE BAY, 130 FEET SOUTH
 GP0116'OF THE NORTHWEST CORNER OF THE NORTH PORTAL OF THE POWERPLANT SERVICE
 GP0116'ROAD TUNNEL, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND SET
 GP0116'IN THE TOP OF A SANDSTONE LEDGE IN THE EAST WALL OF THE CANYON
 GP0116'DOWNSTREAM FROM THE POWERPLANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1042 ***********************************************************************
 CG1042  DESIGNATION -  BEACH
 CG1042  PID         -  CG1042
 CG1042  STATE/COUNTY-  AZ/PIMA
 CG1042  USGS QUAD   -  MOUNT FAGAN (1981)
 CG1042
 CG1042                         *CURRENT SURVEY CONTROL
 CG1042  ___________________________________________________________________
 CG1042* NAD 83(1992)-  31 54 43.50931(N)    110 44 42.29379(W)     ADJUSTED  
 CG1042* NAVD 88     -      1547.8    (meters)    5078.     (feet)  VERTCON   
 CG1042  ___________________________________________________________________
 CG1042  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 CG1042  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CG1042  HORZ ORDER  -  FIRST
 CG1042
 CG1042.The horizontal coordinates were established by classical geodetic methods
 CG1042.and adjusted by the National Geodetic Survey in August 1993.
 CG1042
 CG1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1042
 CG1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1042
 CG1042.The geoid height was determined by GEOID03.
 CG1042
 CG1042;                    North         East     Units Scale Factor Converg.
 CG1042;SPC AZ C     -   101,718.458   324,164.607   MT  1.00005137   +0 37 09.8
 CG1042;SPC AZ C     -   333,721.98  1,063,532.18   iFT  1.00005137   +0 37 09.8
 CG1042;UTM  12      - 3,530,719.491   524,101.386   MT  0.99960716   +0 08 05.1
 CG1042
 CG1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1042!SPC AZ C     -   0.99976151  x   1.00005137  =   0.99981287
 CG1042!UTM  12      -   0.99976151  x   0.99960716  =   0.99936877
 CG1042
 CG1042:                Primary Azimuth Mark                     Grid Az
 CG1042:SPC AZ C     -  BEACH AZ MK                              020 39 58.8
 CG1042:UTM  12      -  BEACH AZ MK                              021 09 03.5
 CG1042
 CG1042|---------------------------------------------------------------------|
 CG1042| PID    Reference Object                     Distance      Geod. Az  |
 CG1042|                                                           dddmmss.s |
 CG1042| CC6036 BEACH AZ MK                                        0211708.6 |
 CG1042| CZ1821 AIRWAY BEACON 12                    APPROX.18.8 KM 0275131.4 |
 CG1042| AH4869 BEACH RM 1                            5.966 METERS 06403     |
 CG1042| CG1069 RITA                                APPROX.16.0 KM 2721945.1 |
 CG1042| AH4870 BEACH RM 2                            5.967 METERS 32305     |
 CG1042|---------------------------------------------------------------------|
 CG1042
 CG1042                          SUPERSEDED SURVEY CONTROL
 CG1042
 CG1042  NAD 83(1986)-  31 54 43.50534(N)    110 44 42.29007(W) AD(       ) 1
 CG1042  NAD 27      -  31 54 43.20400(N)    110 44 39.98700(W) AD(       ) 1
 CG1042  NGVD 29 (07/19/86) 1547.0    (m)         5075.     (f) VERT ANG    3  
 CG1042
 CG1042.Superseded values are not recommended for survey control.
 CG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1042.See file dsdata.txt to determine how the superseded data were derived.
 CG1042
 CG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2410130719(NAD 83)
 CG1042_MARKER: DD = SURVEY DISK
 CG1042_SETTING: 66 = SET IN ROCK OUTCROP
 CG1042_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1042_PROJECTION: FLUSH
 CG1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1042+STABILITY: POSITION/ELEVATION WELL
 CG1042
 CG1042  HISTORY     - Date     Condition        Report By
 CG1042  HISTORY     - 1935     MONUMENTED       CGS
 CG1042  HISTORY     - 1936     GOOD             CGS
 CG1042  HISTORY     - 1956     GOOD             USE
 CG1042  HISTORY     - 1987     GOOD             AZDT
 CG1042
 CG1042                          STATION DESCRIPTION
 CG1042
 CG1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1042'LOCATED ON A LOWER SUMMIT OF THE NORTHERN END OF THE SANTA RITA
 CG1042'MOUNTAINS, 1-1/2 MILES NORTHWEST OF MT. FAGAN, SEC. 31, T. 17 S.,
 CG1042'R. 16 E.
 CG1042'
 CG1042'TO REACH FROM TUCSON, FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CG1042'89, FOLLOW U.S. HIGHWAY 80 EAST FOR ABOUT 19.5 MILES TO A TEXACO
 CG1042'SERVICE STATION ON THE RIGHT SIDE OF THE HIGHWAY, CONTINUE FOR 0.1
 CG1042'MILE TO A SIGN READING HELVETIA ROAD, TURN RIGHT ON THIS ROAD AS
 CG1042'PER SIGN AND FOLLOW IT FOR 5.7 MILES, KEEP STRAIGHT AHEAD THROUGH
 CG1042'A CATTLE GUARD FOR 1.1 MILES TO A SIGN (RIGHT OF ROAD) READING
 CG1042'HELVETIA ROAD, HERE TURN LEFT AND FOLLOW THIS ROAD FOR 2.7
 CG1042'MILES TO A LARGE RANCH (SPANISH TYPE HOUSE).  AT THE GATE
 CG1042'ENTERING THE RANCH, TURN SHARP LEFT AND FOLLOW THE DIMMER ROAD
 CG1042'(WINDING) 0.2 MILE TO 2 CATTLE GUARDS TOGETHER, CONTINUE FROM
 CG1042'HERE FOR 1.3 MILES TO ANOTHER RANCH HOUSE AND THE END OF TRUCK
 CG1042'TRAVEL.  CROSS THE WASH AND FOLLOW THE RIDGE LEADING TO THE
 CG1042'SOUTH, AT THE TOP OF THE FIRST HILL THE STATION SITE CAN BE SEEM
 CG1042'STRAIGHT AHEAD (SOUTH).  APPROXIMATELY 1-1/2 MILES FROM TRUCK
 CG1042'TO STATION.
 CG1042'
 CG1042'REFERENCE MARKS NOS. 1 AND 2, NOTE 12C.
 CG1042
 CG1042                          STATION RECOVERY (1936)
 CG1042
 CG1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1042'LOCATED ON A LOWER SUMMIT OF THE NORTHERN END OF THE SANTA RITA
 CG1042'MOUNTAINS, 1-1/2 MILES NORTHWEST OF MT. FAGAN, SEC. 31, T. 17 S.,
 CG1042'R. 16 E.
 CG1042'
 CG1042'TO REACH FROM TUCSON FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CG1042'89 JUST NORTH OF THE U.S. VETERANS HOSPITAL, FOLLOW U.S. HIGHWAY
 CG1042'80 FOR 18.1 MILES TO A SIGN ON RIGHT SIDE OF HIGHWAY, HELVETIA
 CG1042'ROAD, TURN RIGHT AND FOLLOW THIS ROAD FOR 5.7 MILES, CROSS CATTLE
 CG1042'GUARD AND PROCEED STRAIGHT AHEAD FOR 1.1 MILES TO A SIGN ON
 CG1042'RIGHT SIDE OF ROAD READING HELVETIA ROAD.  TURN LEFT HERE AND
 CG1042'FOLLOW THIS ROAD (WINDING, DIM AND ROUGH) FOR 2.7 MILES TO A LARGE
 CG1042'SPANISH RANCH HOUSE AND BUILDINGS.  AT RANCH HOUSE MAKE A
 CG1042'SHARP LEFT TURN ON A DIM WINDING ROAD AND FOLLOW FOR 0.2 MILE,
 CG1042'CROSS 2 CATTLE GUARDS WHICH ARE ABOUT 50 FEET APART AND
 CG1042'PROCEED FOR 1.3 MILES TO ANOTHER RANCH HOUSE AND END OF TRUCK
 CG1042'TRAVEL.  FROM END OF TRUCK TRAVEL CROSS DEEP CANYON AND FOLLOW
 CG1042'THE RIDGE IN A SOUTH-SOUTHEAST DIRECTION TO TOP OF FIRST KNOLL
 CG1042'WHERE THE AZIMUTH (1936) IS LOCATED, JUST EAST OF HIGH
 CG1042'POINT OF KNOLL.  FROM HERE FOLLOW THE RIDGE (BEARING TO THE
 CG1042'RIGHT) TO SUMMIT AND STATION.  A 1-HOUR PACK.
 CG1042
 CG1042                          STATION RECOVERY (1956)
 CG1042
 CG1042'RECOVERY NOTE BY US ENGINEERS 1956
 CG1042'STATION RECOVERED AS DESCRIBED.
 CG1042
 CG1042                          STATION RECOVERY (1987)
 CG1042
 CG1042'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1042'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 CG1042'CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG1042'TO REACH THE STATION FROM TUCSON TRAVEL SOUTHEAST ALONG INTERSTATE
 CG1042'HIGHWAY 10 ABOUT 11 MILES TO HOUGHTON ROAD TRAFFIC INTERCHANGE. TRAVEL
 CG1042'SOUTH ALONG HOUGHTON ROAD FOR 6.7 MILES TO SAHUARITA ROAD. CONTINUE
 CG1042'SOUTH ALONG HOUGHTON ROAD FOR 1.1 MILES TO CAMINO DEL TORO ROAD,
 CG1042'CONTINUE SOUTH FOR 1.1 MILES TO A FORK.  TAKE THE LEFT FORK AND TRAVEL
 CG1042'EAST ALONG A BLADED ROAD OR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK
 CG1042'SOUTHEAST FOR 0.55 MILE TO MT FAGEN RANCH HOUSE.  TURN LEFT AND TRAVEL
 CG1042'AROUND THE EAST END OF THE BUNKHOUSE 0.1 MILE TO A GATE JUST PAST A
 CG1042'WATER TANK.  TRAVEL SOUTH PASSING THROUGH THE GATE FOR 0.4 MILE TO A
 CG1042'FORK.  TAKE THE RIGHT FORK SOUTH 0.05 MILE TO A GATE.  PASS THROUGH
 CG1042'THE GATE 0.05 MILE TO END OF TRUCK TRAVEL.  PACK SOUTHEAST TO HIGHEST
 CG1042'PEAK AND STATION.  A ROAD CUT IN ON THE NORTH SIDE OF STATION PEAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1264 ***********************************************************************
 DB1264  DESIGNATION -  BEACON
 DB1264  PID         -  DB1264
 DB1264  STATE/COUNTY-  AZ/YUMA
 DB1264  USGS QUAD   -  LIGURTA (1965)
 DB1264
 DB1264                         *CURRENT SURVEY CONTROL
 DB1264  ___________________________________________________________________
 DB1264* NAD 83(1992)-  32 40 20.87812(N)    114 20 09.44130(W)     ADJUSTED  
 DB1264* NAVD 88     -       492.76   (+/-2cm)    1616.7    (feet)  VERTCON   
 DB1264  ___________________________________________________________________
 DB1264  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DB1264  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1264  HORZ ORDER  -  FIRST
 DB1264  VERT ORDER  -  THIRD ? (See Below)
 DB1264
 DB1264.The horizontal coordinates were established by classical geodetic methods
 DB1264.and adjusted by the National Geodetic Survey in August 1993.
 DB1264
 DB1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1264.The vertical order pertains to the NGVD 29 superseded value.
 DB1264
 DB1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1264
 DB1264.The geoid height was determined by GEOID03.
 DB1264
 DB1264;                    North         East     Units Scale Factor Converg.
 DB1264;SPC AZ W     -   185,589.054   158,402.366   MT  0.99997056   -0 18 58.8
 DB1264;SPC AZ W     -   608,887.97    519,692.80   iFT  0.99997056   -0 18 58.8
 DB1264;UTM  11      - 3,618,114.096   749,817.175   MT  1.00036962   +1 26 20.0
 DB1264
 DB1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1264!SPC AZ W     -   0.99992789  x   0.99997056  =   0.99989845
 DB1264!UTM  11      -   0.99992789  x   1.00036962  =   1.00029748
 DB1264
 DB1264|---------------------------------------------------------------------|
 DB1264| PID    Reference Object                     Distance      Geod. Az  |
 DB1264|                                                           dddmmss.s |
 DB1264| CE9752 BEACON RM 3                          10.450 METERS 07727     |
 DB1264| DB1253 ADONDE                              APPROX.13.6 KM 0964229.0 |
 DB1264| DB1262 BEACON OFFSET                       242.534 METERS 17638     |
 DB1264| DB1261 BEACON RM 1                          13.949 METERS 20250     |
 DB1264| DB1260 BEACON RM 2                          18.007 METERS 32041     |
 DB1264|---------------------------------------------------------------------|
 DB1264
 DB1264                          SUPERSEDED SURVEY CONTROL
 DB1264
 DB1264  NAD 83(1986)-  32 40 20.88123(N)    114 20 09.45026(W) AD(       ) 1
 DB1264  NAD 27      -  32 40 20.70991(N)    114 20 06.65862(W) AD(       ) 1
 DB1264  NGVD 29 (07/19/86)  492.10   (m)         1614.5    (f) LEVELING    3  
 DB1264
 DB1264.Superseded values are not recommended for survey control.
 DB1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1264.See file dsdata.txt to determine how the superseded data were derived.
 DB1264
 DB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4981718114(NAD 83)
 DB1264_MARKER: DD = SURVEY DISK
 DB1264_SETTING: 0 = UNSPECIFIED SETTING
 DB1264
 DB1264  HISTORY     - Date     Condition        Report By
 DB1264  HISTORY     - 1960     MONUMENTED       DMA
 DB1264
 DB1264                          STATION DESCRIPTION
 DB1264
 DB1264'DESCRIBED BY DEFENSE MAP AGENCY 1960
 DB1264'THE STATION MARK IS A UNITED STATES ENGINEER DEPT. DISK SET IN
 DB1264'CONCRETE THE TOP OF WHICH PROJECT 0.3 FT. ABOVE THE GROUND AND IS
 DB1264'STAMPED BEACON 1957 AND WAS REPOSITIONED BY ARMY MAP SERVICE IN
 DB1264'MARCH 1960.
 DB1264'
 DB1264'THE STATION MARK IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF THE
 DB1264'YUMA TEST CENTER.  ABOUT 16 MILES EAST OF YUMA IN THE OILS MOUNTAINS
 DB1264'17.6 FEET NORTHEAST OF THE SOUTHEAST LEG OF A TOWER.  47.0 FEET
 DB1264'SOUTHEAST OF A WOODEN POLE AND 35 FEET NORTH OF ANOTHER WOODEN
 DB1264'POLE.
 DB1264'
 DB1264'TO REACH FROM THE INTERSECTION OF STATE ROUTE 95 AND THE MAIN
 DB1264'ENTRANCE ROAD WEST TOWARD THE YUMA TEST CENTER, GO SOUTHWEST AND
 DB1264'WEST FOR 12.3 MILES TO THE INTERSECTION OF ROUTE 95 AND ARABY ROAD.
 DB1264'TURN LEFT AND GO SOUTH ON ARABY ROAD FOR 2.0 MILES TO THE
 DB1264'INTERSECTION OF U.S. ROUTE 80.  TURN LEFT AND GO WEST ON ROUTE 80
 DB1264'FOR 7.6 MILES TO A GRADED ROAD ON THE LEFT AND NEAR THE SUMMIT OF
 DB1264'TELEGRAPH PASS.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 0.5
 DB1264'MILE TO A LOCKED GATE.  (THE KEYS TO THE GATE MAY BE OBTAINED
 DB1264'FROM THE ENGINEER RESEARCH AND DEVELOPMENT LABORATORIES OFFICE AT
 DB1264'THE TEST CENTER) PASS THROUGH THE GATE AND CONTINUE IN A NORTHERLY
 DB1264'DIRECTION UP A STEEP MOUNTAIN ROAD FOR 1.1 MILES TO A SMALL PEAK
 DB1264'EAST OF THE ROAD AND AN ALUMINUM MICRO WAVE TOWER ON TOP OF THE
 DB1264'PEAK AND THE STATION SITE.  THIS SMALL PEAK IS SOUTHEAST OF A
 DB1264'HIGHER PEAK WHICH HAS AN AIRWAY BEACON ON TOP.
 DB1264'
 DB1264'REFERENCE MARK NO. 1--A CORPS OF ENGINEER DISK CEMENTED IN A DRILL
 DB1264'HOLE IN A LARGE OUTCROPPING BOULDER AND IS ABOUT FIVE FEET HIGHER
 DB1264'THAN THE STATION MARK AND IS SOUTH-SOUTHWEST OF THE STATION MARK.
 DB1264'THE DISK IS STAMPED, BEACON RM NO. 1 ARMY MAP SERVICE 1961.
 DB1264'
 DB1264'REFERENCE MARK NO. 2--A CORPS OF ENGINEER DISK CEMENTED IN A DRILL
 DB1264'HOLE IN A ROCK LEDGE ABOUT FIVE FEET HIGHER THAN THE STATION AND IS
 DB1264'NORTHWEST OF THE STATION.  THE DISK IS STAMPED, BEACON RM NO. 2
 DB1264'ARMY MAP SERVICE 1961.
 DB1264'
 DB1264'REFERENCE MARK NO. 3--A CORPS OF ENGINEER DISK CEMENTED IN A DRILL
 DB1264'HOLE IN OUTCROPPING ROCK AND IS EAST OF AND ABOUT THREE FEET LOWER
 DB1264'THAN THE STATION MARK.  THE DISK IS STAMPED, BEACON RM NO. 3 ARMY
 DB1264'MAP SERVICE 1961.
 DB1264'
 DB1264'AZIMUTH MARK--A CORPS OF ENGINEER DISK SET IN A DRILL HOLE IN
 DB1264'OUTCROPPING ROCK AND IS STAMPED.  BEACON OFFSET ARMY MAP SERVICE
 DB1264'1961 AND IS SET 796 FEET SOUTH OF THE STATION MARK.  SEE DESCRIPTION
 DB1264'CARD FOR THIS STATION FOR ADDITIONAL INFORMATION.
 DB1264'
 DB1264'A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE STATION.
 DB1264'
 DB1264'OBSERVATIONS WERE MADE FROM A FIVE FOOT STAND.  VISIBILITY IS GOOD
 DB1264'IN ALL DIRECTIONS EXCEPT FOR A DIRECTION FROM WEST-NORTHWEST TO
 DB1264'ABOUT DUE NORTH, WHICH IS BLOCKED BY THE HIGHER ELEVATIONS OF THE
 DB1264'GILA MOUNTAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1653 ***********************************************************************
 DB1653  DESIGNATION -  BEACON
 DB1653  PID         -  DB1653
 DB1653  STATE/COUNTY-  AZ/YUMA
 DB1653  USGS QUAD   -  LIGURTA (1965)
 DB1653
 DB1653                         *CURRENT SURVEY CONTROL
 DB1653  ___________________________________________________________________
 DB1653* NAD 83(1992)-  32 40 25.30968(N)    114 20 15.54932(W)     ADJUSTED  
 DB1653* NAVD 88     -       523.7    (meters)    1718.     (feet)  VERTCON   
 DB1653  ___________________________________________________________________
 DB1653  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DB1653  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1653  HORZ ORDER  -  THIRD
 DB1653
 DB1653.The horizontal coordinates were established by classical geodetic methods
 DB1653.and adjusted by the National Geodetic Survey in August 1993.
 DB1653
 DB1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1653
 DB1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1653
 DB1653.The geoid height was determined by GEOID03.
 DB1653
 DB1653;                    North         East     Units Scale Factor Converg.
 DB1653;SPC AZ W     -   185,726.442   158,243.986   MT  0.99997078   -0 19 02.1
 DB1653;SPC AZ W     -   609,338.72    519,173.18   iFT  0.99997078   -0 19 02.1
 DB1653;SPC CA 6     -   557,876.338 2,179,363.492   MT  1.00002005   +1 03 03.1
 DB1653;SPC CA 6     - 1,830,299.29  7,150,128.39   sFT  1.00002005   +1 03 03.1
 DB1653;UTM  11      - 3,618,246.622   749,654.597   MT  1.00036862   +1 26 16.9
 DB1653
 DB1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1653!SPC AZ W     -   0.99992304  x   0.99997078  =   0.99989382
 DB1653!SPC CA 6     -   0.99992304  x   1.00002005  =   0.99994308
 DB1653!UTM  11      -   0.99992304  x   1.00036862  =   1.00029163
 DB1653
 DB1653                          SUPERSEDED SURVEY CONTROL
 DB1653
 DB1653  NAD 83(1986)-  32 40 25.31318(N)    114 20 15.55579(W) AD(       ) 4
 DB1653  NGVD 29 (04/26/91)  523.0    (m)         1716.     (f) VERT ANG    3  
 DB1653
 DB1653.Superseded values are not recommended for survey control.
 DB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1653.See file dsdata.txt to determine how the superseded data were derived.
 DB1653
 DB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4965518247(NAD 83)
 DB1653_MARKER: 22 = AIRWAY BEACON
 DB1653
 DB1653  HISTORY     - Date     Condition        Report By
 DB1653  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1653
 DB1653                          STATION DESCRIPTION
 DB1653
 DB1653'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1653'NOT OCCUPIED.
 DB1653'
 DB1653'LOCATED ABOUT 16 MI E. OF YUMA, ABOUT 1 MI N. OF TELEGRAPH PASS
 DB1653'AND NEW US HWY. 80.  ON TOP OF HIGHEST PEAK IN VICINITY.
 DB1653'
 DB1653'STATION MARK--CENTER OF FLASHING LIGHT AND TOWER OF AIRWAY
 DB1653'BEACON ON STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1263 ***********************************************************************
 DB1263  DESIGNATION -  BEACON 2
 DB1263  PID         -  DB1263
 DB1263  STATE/COUNTY-  AZ/YUMA
 DB1263  USGS QUAD   -  LIGURTA (1965)
 DB1263
 DB1263                         *CURRENT SURVEY CONTROL
 DB1263  ___________________________________________________________________
 DB1263* NAD 83(1992)-  32 40 25.20404(N)    114 20 15.39414(W)     ADJUSTED  
 DB1263* NAVD 88     -       522.9    (meters)    1716.     (feet)  VERTCON   
 DB1263  ___________________________________________________________________
 DB1263  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DB1263  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1263  HORZ ORDER  -  FIRST
 DB1263
 DB1263.The horizontal coordinates were established by classical geodetic methods
 DB1263.and adjusted by the National Geodetic Survey in August 1993.
 DB1263
 DB1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1263
 DB1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1263
 DB1263.The geoid height was determined by GEOID03.
 DB1263
 DB1263;                    North         East     Units Scale Factor Converg.
 DB1263;SPC AZ W     -   185,723.166   158,248.011   MT  0.99997077   -0 19 02.0
 DB1263;SPC AZ W     -   609,327.97    519,186.39   iFT  0.99997077   -0 19 02.0
 DB1263;UTM  11      - 3,618,243.469   749,658.722   MT  1.00036864   +1 26 17.0
 DB1263
 DB1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1263!SPC AZ W     -   0.99992316  x   0.99997077  =   0.99989393
 DB1263!UTM  11      -   0.99992316  x   1.00036864  =   1.00029177
 DB1263
 DB1263|---------------------------------------------------------------------|
 DB1263| PID    Reference Object                     Distance      Geod. Az  |
 DB1263|                                                           dddmmss.s |
 DB1263| DB1260 BEACON RM 2                         186.779 METERS 12942     |
 DB1263| DB1261 BEACON RM 1                         209.178 METERS 13418     |
 DB1263| DB1262 BEACON OFFSET                       411.809 METERS 1554301.6 |
 DB1263| CE9747 BEACON 2 RM 3                         6.157 METERS 28923     |
 DB1263| CE9748 BEACON 2 RM 4                         5.678 METERS 33626     |
 DB1263|---------------------------------------------------------------------|
 DB1263
 DB1263                          SUPERSEDED SURVEY CONTROL
 DB1263
 DB1263  NAD 83(1986)-  32 40 25.20706(N)    114 20 15.40296(W) AD(       ) 1
 DB1263  NAD 27      -  32 40 25.03674(N)    114 20 12.61099(W) AD(       ) 1
 DB1263  NGVD 29 (07/19/86)  522.2    (m)         1713.     (f) VERT ANG    3  
 DB1263
 DB1263.Superseded values are not recommended for survey control.
 DB1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1263.See file dsdata.txt to determine how the superseded data were derived.
 DB1263
 DB1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4965918243(NAD 83)
 DB1263_MARKER: DS = TRIANGULATION STATION DISK
 DB1263_SETTING: 66 = SET IN ROCK OUTCROP
 DB1263
 DB1263  HISTORY     - Date     Condition        Report By
 DB1263  HISTORY     - 1971     MONUMENTED       NGS
 DB1263  HISTORY     - 1974     GOOD             NGS
 DB1263
 DB1263                          STATION DESCRIPTION
 DB1263
 DB1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1263'THE STATION IS LOCATED ABOUT 17 MILES EAST OF YUMA, 11.5 MILES WEST
 DB1263'OF WELLTON, 1 MILE NORTH OF TELEGRAPH PASS ON INTERSTATE HIGHWAY 8
 DB1263'AND ON A HIGH POINT OF THE HILL AND NEAR THE CENTER OF ALL THE
 DB1263'TOWERS AND RADAR EQUIPMENT ON THE HILL.
 DB1263'
 DB1263'THE GEODIMETER DISTANCES NOTED ABOVE HAVE BEEN REDUCED TO SEA
 DB1263'LEVEL.
 DB1263'
 DB1263'THE LINE BETWEEN REFERENCE MARKS 3 AND 4 IS OBSTRUCTED.
 DB1263'
 DB1263'TO REACH THE STATION FROM THE WELLTON EXIT OVERPASS OF INTERSTATE
 DB1263'HIGHWAY 8 GO WESTERLY ON INTERSTATE HIGHWAY 8 FOR 13.7 MILES TO A
 DB1263'GRAVEL ROAD AND A PIPE FRAME WIRE GATE ON THE RIGHT.  TURN RIGHT
 DB1263'AND GO NORTH FOR 0.05 MILE TO THE GATE (LOCKED) IN THE NORTH
 DB1263'RIGHT-OF-WAY FENCE.  PASS THROUGH GATE AND GO NORTHERLY ON GRAVEL
 DB1263'ROAD TO BASE OF MOUNTAIN, THENCE CONCRETE SURFACE ROAD UP VERY
 DB1263'STEEP GRADE FOR 1.5 MILES TO SUMMIT OF RIDGE AND A CONCRETE BLOCK
 DB1263'BUILDING ON THE RIGHT, A CORRUGATED METAL BUILDING ON THE LEFT AND
 DB1263'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHERLY ON
 DB1263'GRAVEL ROAD FOR 0.2 MILE TO REFERENCE MARKS 1 AND 2 ON THE RIGHT
 DB1263'NEAR A CONCRETE BLOCK BUILDING.  CONTINUE ON GRAVEL ROAD FOR
 DB1263'0.1 MILE TO A FORK, BEAR RIGHT UP STEEP GRADE FOR 0.05 MILE TO A
 DB1263'METAL BUILDING AND END OF TRUCK TRAVEL.  PACK NORTH UPHILL FOR
 DB1263'ABOUT 100 FEET TO AN OLD BEACON TOWER SITUATED OVER A METAL
 DB1263'BUILDING AND THE STATION AS DESCRIBED.
 DB1263'
 DB1263'THE STATION MARK IS A STANDARD DISK STAMPED BEACON 2 1971, CEMENTED
 DB1263'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 11 FEET SOUTHEAST OF
 DB1263'THE SOUTHEAST LEG OF THE BEACON TOWER.
 DB1263'
 DB1263'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEACON 2 NO 3 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE SOUTHWEST LEG
 DB1263'OF THE BEACON TOWER.  IT IS FLUSH AND THE SAME ELEVATION AS THE
 DB1263'STATION MARK.
 DB1263'
 DB1263'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEACON 2 NO 4 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE NORTHEAST LEG
 DB1263'OF THE BEACON TOWER.  IT IS FLUSH AND THE SAME ELEVATION AS THE
 DB1263'STATION MARK.
 DB1263'
 DB1263'REFERENCE MARK 1 IS A STANDARD AMS DISK STAMPED BEACON RM NO 1
 DB1263'1961, CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 13 FEET
 DB1263'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING AND 4
 DB1263'FEET HIGHER THAN THE SURROUNDING GROUND SURFACE.
 DB1263'
 DB1263'REFERENCE MARK 2 IS A STANDARD AMS DISK STAMPED BEACON RM NO 2
 DB1263'1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 52
 DB1263'FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING AND 1 FOOT SOUTH
 DB1263'OF THE EDGE OF A HIGH CLIFF.
 DB1263'
 DB1263'THE AZIMUTH MARK IS A STANDARD AMS DISK STAMPED BEACON OFFSET
 DB1263'1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 43
 DB1263'FEET NORTH OF THE ELECTRIC METER ON THE METAL BUILDING AND 3 FEET
 DB1263'EAST OF THE EDGE OF A CLIFF.
 DB1263
 DB1263                          STATION RECOVERY (1974)
 DB1263
 DB1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1263'THE STATION MARK, REFERENCE MARKS 1, 2, 3, 4, AND THE AZIMUTH MARK
 DB1263'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 DB1263'DIRECTION COMPARES FAVORABLY WITH THE OLD DATA.  A NEW AND COMPLETE
 DB1263'DESCRIPTION FOLLOWS--
 DB1263'
 DB1263'THE STATION IS LOCATED 17.0 MILES EAST OF YUMA, 11.0 MILES WEST OF
 DB1263'WELLTON, 1 MILE NORTH OF TELEGRAPH PASS ON INTERSTATE HIGHWAY 8,
 DB1263'ON TOP OF A HIGH HILL, NEAR THE CENTER OF SEVERAL RADAR TOWERS, ON
 DB1263'PROPERTY OF THE BUREAU OF LAND MANAGEMENT, OFFICE LOCATED IN YUMA,
 DB1263'ARIZONA.  PHONE NUMBER 726-2612.
 DB1263'
 DB1263'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 95 AND
 DB1263'INTERSTATE HIGHWAY 8, AT THE EAST EDGE OF YUMA, GO EAST ON
 DB1263'INTERSTATE HIGHWAY 8 FOR 9.4 MILES TO FORTUNA ROAD EXIT.  CONTINUE
 DB1263'EAST ON INTERSTATE HIGHWAY 8 FOR 5.7 MILES TO A TRACK ROAD LEFT AT
 DB1263'THE EAST END OF A GUARDRAIL.  TURN LEFT, GO NORTH 0.1 MILE,
 DB1263'CROSSING THE WEST BOUND LANE OF INTERSTATE HIGHWAY 8 TO A LOCKED
 DB1263'GATE.  PASS THROUGH AND GO NORTHEAST ON GRAVEL ROAD FOR 0.5 MILE
 DB1263'TO WHERE CONCRETE SURFACED ROAD BEGINS.  CONTINUE
 DB1263'NORTHEASTERLY UP STEEP WINDING ROAD FOR 0.95 MILE TO THE
 DB1263'SUMMIT OF THE RIDGE AND THE AZIMUTH MARK ON THE LEFT, JUST
 DB1263'NORTH OF A BUILDING.  CONTINUE NORTHERLY ACROSS TOP OF RIDGE
 DB1263'0.35 MILE TO A FORK.  TAKE RIGHT FORK UP STEEP TRACK ROAD FOR 0.05
 DB1263'MILE TO END OF ROAD.  PACK NORTH ABOUT 100 FEET TO A BEACON TOWER
 DB1263'AND THE STATION SOUTHEAST OF THE TOWER.
 DB1263'
 DB1263'THE STATION MARK IS A STANDARD DISK STAMPED BEACON 2 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 11.0 FEET
 DB1263'SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER.
 DB1263'
 DB1263'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEACON 2 NO 3 1971,
 DB1263'CEMENTED IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE SOUTH-WEST
 DB1263'LEG.  IT IS FLUSH AND ABOUT THE SAME ELEVATION AS THE STATION.
 DB1263'
 DB1263'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEACON 2 NO 4 1971,
 DB1263'CEMENTED FLUSH IN A DRILL HOLE IN A CONCRETE SUPPORT OF THE
 DB1263'NORTHEAST LEG OF THE BEACON TOWER.  IT IS ABOUT THE SAME ELEVATION
 DB1263'AS THE STATION.
 DB1263'
 DB1263'REFERENCE MARK 1 IS A STANDARD ARMY MAP SERVICE DISK STAMPED BEACON
 DB1263'RM NO 1 1961, CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 13.0
 DB1263'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING AND 13.0 FEET
 DB1263'SOUTHWEST OF A POWERLINE POLE.
 DB1263'
 DB1263'REFERENCE MARK 2 IS A STANDARD AMS DISK STAMPED BEACON RM NO 2
 DB1263'1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 DB1263'53.0 FEET NORTH OF THE NORTHWEST CORNER OF A BUILDING AND 1.0 FOOT
 DB1263'SOUTH OF THE EDGE OF THE CLIFF.
 DB1263'
 DB1263'THE AZIMUTH MARK IS A STANDARD ARMY MAP SERVICE DISK STAMPED BEACON
 DB1263'OFFSET 1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 DB1263'43.0 FEET NORTH OF THE NORTHEAST CORNER OF A METAL BUILDING, 32.0
 DB1263'FEET WEST OF THE CENTER OF THE TRACK ROAD, AND 3.0 FEET EAST OF
 DB1263'THE EDGE OF THE CLIFF.
 DB1263'
 DB1263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES WEST
 DB1263'OF WELLTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0587 ***********************************************************************
 FP0587  DESIGNATION -  BEACON 54 B ECC
 FP0587  PID         -  FP0587
 FP0587  STATE/COUNTY-  AZ/APACHE
 FP0587  USGS QUAD   -  BEACON WELL (1972)
 FP0587
 FP0587                         *CURRENT SURVEY CONTROL
 FP0587  ___________________________________________________________________
 FP0587* NAD 83(1992)-  35 02 08.98989(N)    109 15 38.14665(W)     ADJUSTED  
 FP0587* NAVD 88     -      1978.3    (meters)    6490.     (feet)  VERTCON   
 FP0587  ___________________________________________________________________
 FP0587  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FP0587  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0587  HORZ ORDER  -  SECOND
 FP0587
 FP0587.The horizontal coordinates were established by classical geodetic methods
 FP0587.and adjusted by the National Geodetic Survey in August 1993.
 FP0587
 FP0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0587
 FP0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0587
 FP0587.The geoid height was determined by GEOID03.
 FP0587
 FP0587;                    North         East     Units Scale Factor Converg.
 FP0587;SPC AZ E     -   447,924.173   296,030.351   MT  0.99998420   +0 31 12.7
 FP0587;SPC AZ E     - 1,469,567.50    971,228.19   iFT  0.99998420   +0 31 12.7
 FP0587;UTM  12      - 3,878,399.411   658,662.624   MT  0.99991026   +0 59 55.6
 FP0587
 FP0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0587!SPC AZ E     -   0.99969317  x   0.99998420  =   0.99967738
 FP0587!UTM  12      -   0.99969317  x   0.99991026  =   0.99960346
 FP0587
 FP0587|---------------------------------------------------------------------|
 FP0587| PID    Reference Object                     Distance      Geod. Az  |
 FP0587|                                                           dddmmss.s |
 FP0587| CD3977 BEACON 54 B ECC RM 1                  8.030 METERS 05508     |
 FP0587| FP0501 LOS ANGELES ALBUQ AWY BN 57 58      APPROX.42.6 KM 0863426.9 |
 FP0587| CS5165 BEACON 54 B ECC RM 4                  9.238 METERS 15839     |
 FP0587| FP0588 LOS ANGELES ALBU AWY BN 54B 56      113.392 METERS 18415     |
 FP0587| FP0586 LOS ANGELES ALBUQ AWY BCN 54 A      APPROX. 4.1 KM 2761520.7 |
 FP0587| CD3976 BEACON 54 B ECC AZ MK                              3101750.7 |
 FP0587|---------------------------------------------------------------------|
 FP0587
 FP0587                          SUPERSEDED SURVEY CONTROL
 FP0587
 FP0587  NAD 83(1986)-  35 02 08.98115(N)    109 15 38.14929(W) AD(       ) 2
 FP0587  NAD 27      -  35 02 08.88400(N)    109 15 35.78900(W) AD(       ) 2
 FP0587  NGVD 29 (01/29/91) 1977.3    (m)         6487.     (f) VERT ANG    3  
 FP0587
 FP0587.Superseded values are not recommended for survey control.
 FP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0587.See file dsdata.txt to determine how the superseded data were derived.
 FP0587
 FP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5866378399(NAD 83)
 FP0587_MARKER: DS = TRIANGULATION STATION DISK
 FP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0587+STABILITY: SURFACE MOTION
 FP0587
 FP0587  HISTORY     - Date     Condition        Report By
 FP0587  HISTORY     - 1936     MONUMENTED       CGS
 FP0587  HISTORY     - 1951     GOOD             CGS
 FP0587  HISTORY     - 1959     GOOD             CGS
 FP0587  HISTORY     - 1982     GOOD             AZDT
 FP0587
 FP0587                          STATION DESCRIPTION
 FP0587
 FP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0587'LOCATED 14.1 MILES SSE OF SANDERS ALONG STATE HIGHWAY 81,
 FP0587'ON THE TOP OF THE BLUFF AT THE EDGE OF THE MESA N OF LOS
 FP0587'ANGELES-ALBUQUERQUE AIRWAY, BEACON 54B, ABOUT 300 YARDS N OF
 FP0587'STATE HIGHWAY 81, AND ON TOP OF A SMALL SANDY KNOLL.
 FP0587'
 FP0587'SURFACE, UNDERGROUND, AZIMUTH, AND REFERENCE MARKS NO. 1 ARE
 FP0587'STANDARD DISKS SET IN CONCRETE.
 FP0587'
 FP0587'REFERENCE MARK NO. 1 IS 8.003 METERS (26.26 FEET) FROM THE
 FP0587'STATION N 55 DEG 08 MIN E.
 FP0587'
 FP0587'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE CONCRETE BASE
 FP0587'UNDER THE AIRWAY BEACON.  IT IS 113.395 METERS (372.03 FEET)
 FP0587'FROM THE STATION S 4 DEG 15 MIN W.  MARK IS A STANDARD DISK.
 FP0587'
 FP0587'AZIMUTH MARK IS 25 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 FP0587'ON A SMALL KNOLL AND APPROXIMATELY 0.6 MILE FROM THE STATION
 FP0587'N 49 DEG 42 MIN W.
 FP0587
 FP0587                          STATION RECOVERY (1951)
 FP0587
 FP0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0587'THE BEACON IS LOCATED ABOUT 50 MILES EAST AIRLINE OF HOLBROOK,
 FP0587'AND 15 MILES EAST SOUTHEAST AIRLINE OF SANDERS.
 FP0587'
 FP0587'THE BEACON IS ON TOP OF A 60 FOOT STEEL TOWER.  THE LIGHT
 FP0587'ON TOP WAS INTERSECTED.
 FP0587'
 FP0587'THIS STATION IS THE SAME AS LOS ANGELES-ALBUQUERQUE AIRWAY
 FP0587'BEACON NO. 54B, 1936.
 FP0587
 FP0587                          STATION RECOVERY (1959)
 FP0587
 FP0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0587'STATION WAS RECOVERED, THE STATION MARK WAS FOUND IN GOOD
 FP0587'CONDITION, EXCEPT SOME OF THE DIRT HAD BLOWN AWAY FROM AROUND
 FP0587'THE CONCRETE.  THE STATION MARK WAS REINFORCED WITH EXTRA
 FP0587'CEMENT.  REFERENCE MARK NO. 2 DISK HAD BEEN REMOVED FROM THE
 FP0587'CENTER OF THE BASE OF THE BEACON TOWER.  REFERENCE MARK NO. 3
 FP0587'WAS RESET IN THE SAME DRILL HOLE.
 FP0587'
 FP0587'TO REACH FROM THE POST OFFICE AT SANDERS, GO EAST ON U.S.
 FP0587'HIGHWAY 66 FOR 0.05 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 FP0587'66 AND U.S. HIGHWAY 666, GO SOUTH ON U.S. HIGHWAY 666, TOWARDS
 FP0587'ST JOHNS, FOR 14.0 MILES TO THE BEACON TOWER AND STATION ON
 FP0587'THE EAST SIDE OF THE HIGHWAY.
 FP0587
 FP0587                          STATION RECOVERY (1982)
 FP0587
 FP0587'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0587'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 FP0587'AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK COULD NOT BE RECOVERED AND
 FP0587'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.
 FP0587'
 FP0587'REFERENCE MARK 4 IS AN ADOT DISK STAMPED---BEACON 54 B ECC RM 4
 FP0587'1982---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF
 FP0587'THE SAND HILL.
 FP0587'
 FP0587'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS TRAVEL SOUTH FOR
 FP0587'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 FP0587'ALONG U.S. 666 FOR 13.8 MILES TO MILE POST 354.6 AND THE STATION ON
 FP0587'THE SMALL HILL ON THE LEFT.  PARK BY AN OLD GATE AND PACK TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0582 ***********************************************************************
 FP0582  DESIGNATION -  BEACON 56 ECC
 FP0582  PID         -  FP0582
 FP0582  STATE/COUNTY-  AZ/APACHE
 FP0582  USGS QUAD   -  HIGH LONESOME WELL (1971)
 FP0582
 FP0582                         *CURRENT SURVEY CONTROL
 FP0582  ___________________________________________________________________
 FP0582* NAD 83(1992)-  35 01 54.88346(N)    109 03 08.58137(W)     ADJUSTED  
 FP0582* NAVD 88     -      2001.0    (meters)    6565.     (feet)  VERTCON   
 FP0582  ___________________________________________________________________
 FP0582  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FP0582  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 FP0582  HORZ ORDER  -  SECOND
 FP0582
 FP0582.The horizontal coordinates were established by classical geodetic methods
 FP0582.and adjusted by the National Geodetic Survey in August 1993.
 FP0582
 FP0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0582
 FP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0582
 FP0582.The geoid height was determined by GEOID03.
 FP0582
 FP0582;                    North         East     Units Scale Factor Converg.
 FP0582;SPC AZ E     -   447,681.785   315,033.380   MT  1.00002736   +0 38 22.9
 FP0582;SPC AZ E     - 1,468,772.26  1,033,574.08   iFT  1.00002736   +0 38 22.9
 FP0582;SPC NM W     -   447,801.007   718,764.728   MT  1.00006911   -0 41 59.4
 FP0582;SPC NM W     - 1,469,160.47  2,358,147.28   sFT  1.00006911   -0 41 59.4
 FP0582;UTM  12      - 3,878,315.767   677,665.947   MT  0.99998904   +1 07 05.8
 FP0582
 FP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0582!SPC AZ E     -   0.99968955  x   1.00002736  =   0.99971690
 FP0582!SPC NM W     -   0.99968955  x   1.00006911  =   0.99975864
 FP0582!UTM  12      -   0.99968955  x   0.99998904  =   0.99967859
 FP0582
 FP0582:                Primary Azimuth Mark                     Grid Az
 FP0582:SPC AZ E     -  BEACON 56 ECC AZ MK                      158 12 36.9
 FP0582:SPC NM W     -  BEACON 56 ECC AZ MK                      159 32 59.2
 FP0582:UTM  12      -  BEACON 56 ECC AZ MK                      157 43 54.0
 FP0582
 FP0582|---------------------------------------------------------------------|
 FP0582| PID    Reference Object                     Distance      Geod. Az  |
 FP0582|                                                           dddmmss.s |
 FP0582| CD3978 BEACON 56 ECC AZ MK                                1585059.8 |
 FP0582| CD3979 BEACON 56 ECC RM 1                   17.543 METERS 20301     |
 FP0582| CD3980 BEACON 56 ECC RM 2                   12.830 METERS 28058     |
 FP0582|---------------------------------------------------------------------|
 FP0582
 FP0582                          SUPERSEDED SURVEY CONTROL
 FP0582
 FP0582  NAD 83(1986)-  35 01 54.87945(N)    109 03 08.57976(W) AD(       ) 2
 FP0582  NAD 27      -  35 01 54.76290(N)    109 03 06.27187(W) AD(       ) 2
 FP0582  NGVD 29 (07/19/86) 2000.0    (m)         6562.     (f) VERT ANG    3  
 FP0582
 FP0582.Superseded values are not recommended for survey control.
 FP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0582.See file dsdata.txt to determine how the superseded data were derived.
 FP0582
 FP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD7766678316(NAD 83)
 FP0582_MARKER: DS = TRIANGULATION STATION DISK
 FP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0582
 FP0582  HISTORY     - Date     Condition        Report By
 FP0582  HISTORY     - 1936     MONUMENTED       CGS
 FP0582  HISTORY     - 1959     GOOD             CGS
 FP0582  HISTORY     - 1959     GOOD             CGS
 FP0582
 FP0582                          STATION DESCRIPTION
 FP0582
 FP0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0582'ABOUT 1/4 MILE W OF THE INTERSECTION OF THE NORTHERN DIAGONAL
 FP0582'BOUNDARY LINE OF THE ZUNI INDIAN RESERVATION AND THE
 FP0582'ARIZONA-NEW MEXICO BOUNDARY LINE.
 FP0582'
 FP0582'SURFACE, UNDERGROUND, AZIMUTH, AND REFERENCE MARK NO. 2 ARE
 FP0582'STANDARD DISKS SET IN CONCRETE.
 FP0582'
 FP0582'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE CONCRETE
 FP0582'BASE SUPPORT FOR THE TOWER.  IT IS 3.7 FEET NE OF THE SOUTHWESTERN
 FP0582'LEG AND 17.543 METERS (57.56 FEET) FROM THE STATION S 23 DEG 01 MIN W.
 FP0582'
 FP0582'REFERENCE MARK NO. 2 IS ON A HILLSIDE AND 12.830 METERS (42.09
 FP0582'FEET) FROM THE STATION N 79 DEG 02 MIN W.
 FP0582'
 FP0582'AZIMUTH MARK IS 65 YARDS W OF THE STATE LINE, 25 FEET N OF
 FP0582'THE HIGHWAY, AND 0.8 MILE FROM THE STATION S 21 DEG 09 MIN E.
 FP0582'
 FP0582'TO REACH THE STATION FROM ZUNI GO 12 MILES SW ON STATE HIGHWAY
 FP0582'36 TO THE ARIZONA-NEW MEXIO BOUNDARY LINE, TURN RIGHT ONTO
 FP0582'SIDE ROAD AND GO 1.0 MILE TO THE AIRWAY BEACON.  THE STATION IS
 FP0582'25 FEET N OF THE NORTHEASTERN CORNER OF THE FENCE ENCLOSING THE
 FP0582'BEACON AND 16.755 METERS (54.97 FEET) FROM LOS
 FP0582'ANGELES-ALBUQUERQUE AIRWAY BEACON NO. 56 N 22 DEG 10 MIN E.
 FP0582
 FP0582                          STATION RECOVERY (1959)
 FP0582
 FP0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0582'STATION WAS RECOVERED AND ALL THE MARKS FOUND IN GOOD CONDITION.
 FP0582'
 FP0582'TO REACH FROM THE POST OFFICE AT ZUNI, NEW MEXICO, GO SOUTH
 FP0582'WEST ON NEW MEXICO STATE HIGHWAY 53 FOR 12.2 MILES TO THE
 FP0582'ARIZONA-NEW MEXICO BOUNDARY.  GO NORTH ON THE GRADED ROAD
 FP0582'THAT IS 50-YARDS WEST OF THE STOCK GUARD AT THE BOUNDARY
 FP0582'FENCE, FOLLOW THIS OLD ROAD UP GRADE FOR 1.0 MILE TO THE END
 FP0582'OF THE ROAD AND THE CONCRETE BASE OF THE BEACON TOWER.  THE
 FP0582'STATION MARK IS 50-FEET EAST OF THE BASE OF THE TOWER.  THE
 FP0582'BEACON TOWER HAS BEEN REMOVED.
 FP0582
 FP0582                          STATION RECOVERY (1959)
 FP0582
 FP0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JLC)
 FP0582'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 FP0582'CONDITION.  THE AIRWAY BEACN HAS BEEN TORN DOWN AND THE AZIMUTH
 FP0582'MARK HAS PROBABLY BEEN DESTROYED IN THE RE-CONSTRUCTION OF
 FP0582'STATE HIGHWAY 61.
 FP0582'
 FP0582'THE STATION IS ON A SMALL JUNIPER COVERED HILL ABOUT 12 MILES
 FP0582'SOUTHWEST OF THE INDIAN SETTLEMENT OF ZUNI PUEBLO, 1 MILE NORTH OF
 FP0582'THE CENTER OF ARIZONA STATE HIGHWAY 61, AND ABOUT 1/2 MILE
 FP0582'WEST OF THE FENCE ALONG THE STATE LINE BETWEEN ARIZONA AND
 FP0582'NEW MEXICO.
 FP0582'
 FP0582'IT IS A STANDARD STATION MARK DISK STAMPED BEACON 56 1939
 FP0582'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 FP0582'
 FP0582'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE SOUTHWEST
 FP0582'1/4 OF THE CONCRETE BASE OF THE DISMANTLED AIRWAY BEACON AND
 FP0582'IS SOUTHWEST OF THE STATION.
 FP0582'
 FP0582'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET IN THE
 FP0582'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 FP0582'WEST OF THE STATION.
 FP0582'
 FP0582'TO REACH THE STATION FROM ZUNI PUEBLO, GO WEST ALONG NEW
 FP0582'MEXICO STATE HIGHWAYU 53 FOR 12 MILES TO THE ARIZONA - NEW
 FP0582'MEXICO STATE LINE FENCE AT A CATTLE GUARD.  GO NORTH UP
 FP0582'THE EAST SIDE OF THE FENCE FOR 1/4 MILE.  HERE, REMOVE STAPLES
 FP0582'FROM FENCE AND GO WEST FOR ABOUT 150 YARDS TO AN ABANDONED
 FP0582'ROAD.  TURN RIGHT AND FOLLOW ABANDONED ROAD FOR 3/4 MILE
 FP0582'TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1262 ***********************************************************************
 DB1262  DESIGNATION -  BEACON OFFSET
 DB1262  PID         -  DB1262
 DB1262  STATE/COUNTY-  AZ/YUMA
 DB1262  USGS QUAD   -  LIGURTA (1965)
 DB1262
 DB1262                         *CURRENT SURVEY CONTROL
 DB1262  ___________________________________________________________________
 DB1262* NAD 83(1992)-  32 40 13.01856(N)    114 20 08.89440(W)     ADJUSTED  
 DB1262* NAVD 88     -       485.45   (+/-2cm)    1592.7    (feet)  VERTCON   
 DB1262  ___________________________________________________________________
 DB1262  EPOCH DATE  -        1991.35
 DB1262  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DB1262  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1262  HORZ ORDER  -  FIRST
 DB1262  VERT ORDER  -  THIRD ? (See Below)
 DB1262
 DB1262.The horizontal coordinates were established by classical geodetic methods
 DB1262.and adjusted by the National Geodetic Survey in June 1996.
 DB1262.The horizontal coordinates are valid at the epoch date displayed above.
 DB1262.The epoch date for horizontal control is a decimal equivalence
 DB1262.of Year/Month/Day.
 DB1262
 DB1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1262.The vertical order pertains to the NGVD 29 superseded value.
 DB1262
 DB1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1262
 DB1262.The geoid height was determined by GEOID03.
 DB1262
 DB1262;                    North         East     Units Scale Factor Converg.
 DB1262;SPC AZ W     -   185,346.871   158,415.278   MT  0.99997055   -0 18 58.4
 DB1262;SPC AZ W     -   608,093.41    519,735.16   iFT  0.99997055   -0 18 58.4
 DB1262;UTM  11      - 3,617,872.325   749,837.507   MT  1.00036974   +1 26 20.0
 DB1262
 DB1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1262!SPC AZ W     -   0.99992903  x   0.99997055  =   0.99989959
 DB1262!UTM  11      -   0.99992903  x   1.00036974  =   1.00029875
 DB1262
 DB1262|---------------------------------------------------------------------|
 DB1262| PID    Reference Object                     Distance      Geod. Az  |
 DB1262|                                                           dddmmss.s |
 DB1262| CE9750 BEACON OFFSET RM 1                   34.068 METERS 00848     |
 DB1262| CE9751 BEACON OFFSET RM 2                   30.459 METERS 15550     |
 DB1262| DB1263 BEACON 2                            411.809 METERS 3354305.2 |
 DB1262|---------------------------------------------------------------------|
 DB1262
 DB1262                          SUPERSEDED SURVEY CONTROL
 DB1262
 DB1262  NAD 83(1992)-  32 40 13.01836(N)    114 20 08.89431(W) AD(       ) 1
 DB1262  NAD 83(1986)-  32 40 13.02160(N)    114 20 08.90332(W) AD(       ) 1
 DB1262  NAD 27      -  32 40 12.85062(N)    114 20 06.11149(W) AD(       ) 1
 DB1262  NGVD 29 (07/19/86)  484.79   (m)         1590.5    (f) LEVELING    3  
 DB1262
 DB1262.Superseded values are not recommended for survey control.
 DB1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1262.See file dsdata.txt to determine how the superseded data were derived.
 DB1262
 DB1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4983817872(NAD 83)
 DB1262_MARKER: DD = SURVEY DISK
 DB1262_SETTING: 66 = SET IN ROCK OUTCROP
 DB1262
 DB1262  HISTORY     - Date     Condition        Report By
 DB1262  HISTORY     - 1971     MONUMENTED       AMS
 DB1262
 DB1262                          STATION DESCRIPTION
 DB1262
 DB1262'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971 (WMS)
 DB1262'THE STATION IS LOCATED ABOUT 17 MILES EAST OF YUMA, 11.5 MILES
 DB1262'WEST OF WELLTON, 1 MILE NORTH OF TELEGRAPH PASS ON INTERSTATE
 DB1262'HIGHWAY 8 AND ON A HIGH POINT OF THE HILL AND NEAR THE SOUTHEAST
 DB1262'END OF THE RIDGE.
 DB1262'
 DB1262'THE GEODIMETER DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 DB1262'
 DB1262'THE LINE BETWEEN REFERENCE MARKS 1 AND 2 IS OBSTRUCTED.
 DB1262'
 DB1262'TRIANGULATION STATION BEACON 2 CAN BE USED AS THE AZIMUTH MARK FOR
 DB1262'THIS STATION.  FOR THE ROUTE TO REACH AND THE DESCRIPTION OF THIS
 DB1262'MARK SEE THE DESCRIPTION FOR TRIANGULATION STATION BEACON 2 THEREOF.
 DB1262'
 DB1262'TO REACH THE STATION FROM THE WELLTON EXIT OVERPASS OF INTERSTATE
 DB1262'HIGHWAY 8 GO WESTERLY ON INTERSTATE HIGHWAY 8 FOR 13.7 MILES TO A
 DB1262'GRAVEL ROAD AND A PIPE FRAME WIRE GATE ON THE RIGHT.  TURN RIGHT
 DB1262'AND GO NORTH FOR 0.05 MILE TO THE GATE (LOCKED) IN THE NORTH
 DB1262'RIGHT-OF-WAY FENCE.  PASS THROUGH GATE AND GO NORTHERLY ON GRAVEL
 DB1262'ROAD TO BASE OF MOUNTAIN, THENCE CONCRETE SURFACE ROAD UP VERY
 DB1262'STEEP GRADE FOR 1.5 MILES TO SUMMIT OF RIDGE AND A CONCRETE BLOCK
 DB1262'BUILDING ON THE RIGHT, A CORRUGATED METAL BUILDING ON THE LEFT AND
 DB1262'THE STATION ON THE LEFT AS DESCRIBED.
 DB1262'
 DB1262'THE STATION MARK IS A STANDARD AMS DISK STAMPED BEACON OFFSET 1961,
 DB1262'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 43 FEET
 DB1262'NORTH OF THE ELECTRIC METER ON THE METAL BUILDING AND 3 FEET EAST OF
 DB1262'THE EDGE OF A CLIFF.
 DB1262'
 DB1262'REFERENCE MARK 1 IS A STANDARD AMS DISK STAMPED BEACON OFFSET RM NO
 DB1262'1 1961, CEMENTED VERTICALLY IN A DRILL HOLE IN THE FACE OF A
 DB1262'CLIFF.  IT IS 8 FEET EAST OF THE CENTER OF THE ROAD 4.5 FEET ABOVE
 DB1262'THE GROUND SURFACE AND ABOUT 4 FEET HIGHER THAN THE STATION.
 DB1262'
 DB1262'REFERENCE MARK 2 IS A STANDARD AMS DISK STAMPED BEACON OFFSET RM NO
 DB1262'2 1961, CEMENTED VERTICALLY IN A DRILL HOLE IN THE FACE OF A
 DB1262'CLIFF.  IT IS 9.8 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DB1262'CONCRETE BLOCK BUILDING, ABOUT 6 FEET LOWER THAN THE STATION AND
 DB1262'3.5 FEET ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1261 ***********************************************************************
 DB1261  DESIGNATION -  BEACON RM 1
 DB1261  PID         -  DB1261
 DB1261  STATE/COUNTY-  AZ/YUMA
 DB1261  USGS QUAD   -  LIGURTA (1965)
 DB1261
 DB1261                         *CURRENT SURVEY CONTROL
 DB1261  ___________________________________________________________________
 DB1261* NAD 83(1992)-  32 40 20.46081(N)    114 20 09.64907(W)     ADJUSTED  
 DB1261* NAVD 88     -       493.8    (meters)    1620.     (feet)  VERTCON   
 DB1261  ___________________________________________________________________
 DB1261  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DB1261  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1261  HORZ ORDER  -  SECOND
 DB1261
 DB1261.The horizontal coordinates were established by classical geodetic methods
 DB1261.and adjusted by the National Geodetic Survey in August 1993.
 DB1261
 DB1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1261
 DB1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1261
 DB1261.The geoid height was determined by GEOID03.
 DB1261
 DB1261;                    North         East     Units Scale Factor Converg.
 DB1261;SPC AZ W     -   185,576.229   158,396.882   MT  0.99997057   -0 18 58.9
 DB1261;SPC AZ W     -   608,845.90    519,674.81   iFT  0.99997057   -0 18 58.9
 DB1261;UTM  11      - 3,618,101.104   749,812.084   MT  1.00036959   +1 26 19.9
 DB1261
 DB1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1261!SPC AZ W     -   0.99992773  x   0.99997057  =   0.99989830
 DB1261!UTM  11      -   0.99992773  x   1.00036959  =   1.00029729
 DB1261
 DB1261                          SUPERSEDED SURVEY CONTROL
 DB1261
 DB1261  NAD 83(1986)-  32 40 20.46390(N)    114 20 09.65804(W) AD(       ) 2
 DB1261  NAD 27      -  32 40 20.29344(N)    114 20 06.86616(W) AD(       ) 2
 DB1261  NGVD 29 (07/19/86)  493.1    (m)         1618.     (f) VERT ANG    3  
 DB1261
 DB1261.Superseded values are not recommended for survey control.
 DB1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1261.See file dsdata.txt to determine how the superseded data were derived.
 DB1261
 DB1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4981218101(NAD 83)
 DB1261_MARKER: DD = SURVEY DISK
 DB1261_SETTING: 80 = SET IN A BOULDER
 DB1261_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DB1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1261+STABILITY: SURFACE MOTION
 DB1261
 DB1261  HISTORY     - Date     Condition        Report By
 DB1261  HISTORY     - 1971     MONUMENTED       AMS
 DB1261
 DB1261                          STATION DESCRIPTION
 DB1261
 DB1261'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971
 DB1261'TO REACH STATION BEACON USE FROM THE INTERSECTION OF STATE ROUTE 95
 DB1261'AND THE MAIN ENTRANCE ROAD WEST TOWARD THE YUMA TEST CENTER, GO
 DB1261'SOUTHWEST AND WEST FOR 12.3 MILES TO THE INTERSECTION OF ROUTE 95
 DB1261'AND ARABY ROAD, TURN LEFT AND GO SOUTH ON ARABY ROAD FOR 2.0 MILES
 DB1261'TO THE INTERSECTION OF US ROUTE 80, TURN LEFT AND GO EAST ON ROUTE
 DB1261'80 FOR 7.6 MILES TO A GRADED ROAD ON THE LEFT AND NEAR THE SUMMIT
 DB1261'OF TELEGRAPH PASS, TURN LEFT AND GO NORTH ON A GRADED ROAD FOR
 DB1261'0.5 MILE TO A LOCKED GATE, (THE KEYS TO THE GATE MAYBE OBTAINED
 DB1261'FROM THE ENGINEER RESEARCH AND DEVELOPMENT LABORATORIES OFFICE AT
 DB1261'THE TEST CENTER) PASS THROUGH THE GATE AND CONTINUE IN A NORTHERLY
 DB1261'DIRECTION UP A STEEP MOUNTAIN ROAD FOR 1.1 MILES TO A SMALL PEAK
 DB1261'EAST OF THE ROAD AND AN ALUMINUM MICROWAVE TOWER ON TOP OF THE
 DB1261'PEAK AND THE STATION SITE.  THIS SMALL PEAK IS SOUTHEAST OF A HIGHER
 DB1261'PEAK WHICH HAS AN AIRWAY BEACON ON TOP.
 DB1261'
 DB1261'THE MARK IS A CORPS OF ENGINEER DISK CEMENTED IN A DRILL HOLE IN A
 DB1261'LARGE OUTCROPPING BOULDER AND IS ABOUT 5 FT HIGHER THAN THE STATION
 DB1261'MARK AND IS S-SW OF THE STATION MARK.  THE DISK IS STAMPED BEACON RM
 DB1261'NO. 1 ARMY MAP SERVICE 1961.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1260 ***********************************************************************
 DB1260  DESIGNATION -  BEACON RM 2
 DB1260  PID         -  DB1260
 DB1260  STATE/COUNTY-  AZ/YUMA
 DB1260  USGS QUAD   -  LIGURTA (1965)
 DB1260
 DB1260                         *CURRENT SURVEY CONTROL
 DB1260  ___________________________________________________________________
 DB1260* NAD 83(1992)-  32 40 21.33038(N)    114 20 09.87915(W)     ADJUSTED  
 DB1260* NAVD 88     -       493.4    (meters)    1619.     (feet)  VERTCON   
 DB1260  ___________________________________________________________________
 DB1260  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DB1260  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1260  HORZ ORDER  -  SECOND
 DB1260
 DB1260.The horizontal coordinates were established by classical geodetic methods
 DB1260.and adjusted by the National Geodetic Survey in August 1993.
 DB1260
 DB1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1260
 DB1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1260
 DB1260.The geoid height was determined by GEOID03.
 DB1260
 DB1260;                    North         East     Units Scale Factor Converg.
 DB1260;SPC AZ W     -   185,603.048   158,391.035   MT  0.99997058   -0 18 59.0
 DB1260;SPC AZ W     -   608,933.88    519,655.63   iFT  0.99997058   -0 18 59.0
 DB1260;UTM  11      - 3,618,127.742   749,805.416   MT  1.00036955   +1 26 19.8
 DB1260
 DB1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1260!SPC AZ W     -   0.99992779  x   0.99997058  =   0.99989837
 DB1260!UTM  11      -   0.99992779  x   1.00036955  =   1.00029732
 DB1260
 DB1260                          SUPERSEDED SURVEY CONTROL
 DB1260
 DB1260  NAD 83(1986)-  32 40 21.33342(N)    114 20 09.88805(W) AD(       ) 2
 DB1260  NAD 27      -  32 40 21.16624(N)    114 20 07.10079(W) AD(       ) 2
 DB1260  NGVD 29 (07/19/86)  492.7    (m)         1616.     (f) VERT ANG    3  
 DB1260
 DB1260.Superseded values are not recommended for survey control.
 DB1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1260.See file dsdata.txt to determine how the superseded data were derived.
 DB1260
 DB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4980518128(NAD 83)
 DB1260_MARKER: DD = SURVEY DISK
 DB1260_SETTING: 66 = SET IN ROCK OUTCROP
 DB1260_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 DB1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1260+STABILITY: POSITION/ELEVATION WELL
 DB1260
 DB1260  HISTORY     - Date     Condition        Report By
 DB1260  HISTORY     - 1971     MONUMENTED       AMS
 DB1260
 DB1260                          STATION DESCRIPTION
 DB1260
 DB1260'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971
 DB1260'TO REACH STATION BEACON USE FROM THE INTERSECTION OF STATE ROUTE 95
 DB1260'AND THE MAIN ENTRANCE ROAD WEST TOWARD THE YUMA TEST CENTER, GO
 DB1260'SOUTHWEST AND WEST FOR 12.3 MILES TO THE INTERSECTION OF ROUTE 95
 DB1260'AND ARABY ROAD, TURN LEFT AND GO SOUTH ON ARABY ROAD FOR 2.0 MILES
 DB1260'TO THE INTERSECTION OF US ROUTE 80, TURN LEFT AND GO EAST ON ROUTE
 DB1260'80 FOR 7.6 MILES TO A GRADED ROAD ON THE LEFT AND NEAR THE SUMMIT
 DB1260'OF TELEGRAPH PASS, TURN LEFT AND GO NORTH ON A GRADED ROAD FOR
 DB1260'0.5 MILE TO A LOCKED GATE, (THE KEYS TO THE GATE MAYBE OBTAINED
 DB1260'FROM THE ENGINEER RESEARCH AND DEVELOPMENT LABORATORIES OFFICE AT
 DB1260'THE TEST CENTER) PASS THROUGH THE GATE AND CONTINUE IN A NORTHERLY
 DB1260'DIRECTION UP A STEEP MOUNTAIN ROAD FOR 1.1 MILES TO A SMALL PEAK
 DB1260'EAST OF THE ROAD AND AN ALUMINUM MICROWAVE TOWER ON TOP OF THE
 DB1260'PEAK AND THE STATION SITE.  THIS SMALL PEAK IS SOUTHEAST OF A HIGHER
 DB1260'PEAK WHICH HAS AN AIRWAY BEACON ON TOP.
 DB1260'
 DB1260'THE MARK IS A CORPS OF ENGINEER DISK CEMENTED IN A DRILL HOLE IN A
 DB1260'ROCK LEDGE ABOUT FIVE FEET HIGHER THAN THE STATION AND IS NORTHWEST
 DB1260'OF THE STATION.  THE DISK IS STAMPED BEACON RM NO. 2 ARMY MAP
 DB1260'SERVICE 1961.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0580 ***********************************************************************
 FQ0580  DESIGNATION -  BEADS
 FQ0580  PID         -  FQ0580
 FQ0580  STATE/COUNTY-  AZ/COCONINO
 FQ0580  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0580
 FQ0580                         *CURRENT SURVEY CONTROL
 FQ0580  ___________________________________________________________________
 FQ0580* NAD 83(1992)-  35 51 18.56854(N)    111 26 07.20832(W)     ADJUSTED  
 FQ0580* NAVD 88     -      1358.7    (meters)    4458.     (feet)  VERTCON   
 FQ0580  ___________________________________________________________________
 FQ0580  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 FQ0580  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0580  HORZ ORDER  -  SECOND
 FQ0580
 FQ0580.The horizontal coordinates were established by classical geodetic methods
 FQ0580.and adjusted by the National Geodetic Survey in August 1993.
 FQ0580
 FQ0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0580
 FQ0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0580
 FQ0580.The geoid height was determined by GEOID03.
 FQ0580
 FQ0580;                    North         East     Units Scale Factor Converg.
 FQ0580;SPC AZ C     -   538,550.121   256,833.614   MT  0.99992328   +0 16 55.0
 FQ0580;SPC AZ C     - 1,766,896.72    842,629.97   iFT  0.99992328   +0 16 55.0
 FQ0580;UTM  12      - 3,967,971.014   460,692.492   MT  0.99961904   -0 15 18.0
 FQ0580
 FQ0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0580!SPC AZ C     -   0.99979057  x   0.99992328  =   0.99971387
 FQ0580!UTM  12      -   0.99979057  x   0.99961904  =   0.99940969
 FQ0580
 FQ0580:                Primary Azimuth Mark                     Grid Az
 FQ0580:SPC AZ C     -  AIRPORT                                  045 48 53.6
 FQ0580:UTM  12      -  AIRPORT                                  046 21 06.6
 FQ0580
 FQ0580|---------------------------------------------------------------------|
 FQ0580| PID    Reference Object                     Distance      Geod. Az  |
 FQ0580|                                                           dddmmss.s |
 FQ0580| FQ0589 AIRPORT                             APPROX. 6.1 KM 0460548.6 |
 FQ0580| CH2693 BEADS RM 1                           11.553 METERS 10005     |
 FQ0580| CH2694 BEADS RM 2                           11.656 METERS 28005     |
 FQ0580|---------------------------------------------------------------------|
 FQ0580
 FQ0580                          SUPERSEDED SURVEY CONTROL
 FQ0580
 FQ0580  NAD 83(1986)-  35 51 18.56949(N)    111 26 07.20479(W) AD(       ) 2
 FQ0580  NAD 27      -  35 51 18.58553(N)    111 26 04.69444(W) AD(       ) 2
 FQ0580  NGVD 29 (07/19/86) 1357.8    (m)         4455.     (f) VERT ANG    3  
 FQ0580
 FQ0580.Superseded values are not recommended for survey control.
 FQ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0580.See file dsdata.txt to determine how the superseded data were derived.
 FQ0580
 FQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6069267971(NAD 83)
 FQ0580_MARKER: DD = SURVEY DISK
 FQ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0580
 FQ0580  HISTORY     - Date     Condition        Report By
 FQ0580  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0580
 FQ0580                          STATION DESCRIPTION
 FQ0580
 FQ0580'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0580'THE STATION IS ABOUT 1.8 MILES WEST SOUTHWEST OF CAMERON, 0.6 MILE
 FQ0580'WEST OF JUNCTION U.S. HWY. 89 AND ARIZONA HWY. 64, AND ON THE
 FQ0580'SOUTH SIDE OF HWY. 64 ON THE NORTH SLOPE OF A SMALL ROCK KNOB.
 FQ0580'
 FQ0580'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED BEADS 1977 AND
 FQ0580'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  STATION IS 250
 FQ0580'FT. SOUTH OF HWY. 64 CENTERLINE ON THE NORTH SLOPE OF A ROCKY KNOB
 FQ0580'MARKED WITH A WITNESS SIGN AND POST 3.5 FEET TO THE SOUTH.
 FQ0580'
 FQ0580'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED BEADS RM
 FQ0580'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0580'
 FQ0580'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED BEADS RM
 FQ0580'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0580'
 FQ0580'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0580'FOR 1 MILE TO JUNCTION OF U.S. HWY. 89 AND ARIZONA HWY. 64, TRAVEL
 FQ0580'WEST ON HWY. 64 FOR ABOUT 0.6 MILE TO MILE POST 295.33 AND THE
 FQ0580'STATION ON THE LEFT, SOUTH.
 FQ0580'
 FQ0580'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1244 ***********************************************************************
 CY1244  DESIGNATION -  BEAR
 CY1244  PID         -  CY1244
 CY1244  STATE/COUNTY-  AZ/GRAHAM
 CY1244  USGS QUAD   -  SHINGLE MILL MOUNTAIN (1985)
 CY1244
 CY1244                         *CURRENT SURVEY CONTROL
 CY1244  ___________________________________________________________________
 CY1244* NAD 83(1992)-  32 50 41.10749(N)    109 57 30.63106(W)     ADJUSTED  
 CY1244* NAVD 88     -      1056.9    (meters)    3468.     (feet)  VERTCON   
 CY1244  ___________________________________________________________________
 CY1244  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CY1244  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1244  HORZ ORDER  -  FIRST
 CY1244
 CY1244.The horizontal coordinates were established by classical geodetic methods
 CY1244.and adjusted by the National Geodetic Survey in August 1993.
 CY1244
 CY1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1244
 CY1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1244
 CY1244.The geoid height was determined by GEOID03.
 CY1244
 CY1244;                    North         East     Units Scale Factor Converg.
 CY1244;SPC AZ E     -   204,554.989   232,845.104   MT  0.99990468   +0 06 46.4
 CY1244;SPC AZ E     -   671,112.17    763,927.51   iFT  0.99990468   +0 06 46.4
 CY1244;UTM  12      - 3,634,556.831   597,464.044   MT  0.99971713   +0 33 53.7
 CY1244
 CY1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1244!SPC AZ E     -   0.99983833  x   0.99990468  =   0.99974303
 CY1244!UTM  12      -   0.99983833  x   0.99971713  =   0.99955551
 CY1244
 CY1244|---------------------------------------------------------------------|
 CY1244| PID    Reference Object                     Distance      Geod. Az  |
 CY1244|                                                           dddmmss.s |
 CY1244| CC6045 BEAR RM 1                             7.945 METERS 03101     |
 CY1244| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.15.2 KM 1671312.2 |
 CY1244| CC6044 BEAR AZ MK                                         1851034.3 |
 CY1244| CC6046 BEAR RM 2                             4.667 METERS 28600     |
 CY1244|---------------------------------------------------------------------|
 CY1244
 CY1244                          SUPERSEDED SURVEY CONTROL
 CY1244
 CY1244  NAD 83(1986)-  32 50 41.10322(N)    109 57 30.63171(W) AD(       ) 1
 CY1244  NAD 27      -  32 50 40.86400(N)    109 57 28.33500(W) AD(       ) 1
 CY1244  NGVD 29 (07/19/86) 1056.2    (m)         3465.     (f) VERT ANG    3  
 CY1244
 CY1244.Superseded values are not recommended for survey control.
 CY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1244.See file dsdata.txt to determine how the superseded data were derived.
 CY1244
 CY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9746434557(NAD 83)
 CY1244_MARKER: DS = TRIANGULATION STATION DISK
 CY1244_SETTING: 66 = SET IN ROCK OUTCROP
 CY1244_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1244+STABILITY: POSITION/ELEVATION WELL
 CY1244
 CY1244  HISTORY     - Date     Condition        Report By
 CY1244  HISTORY     - 1945     MONUMENTED       USSES
 CY1244  HISTORY     - 1946     GOOD             CGS
 CY1244  HISTORY     - 1967     GOOD             AMS
 CY1244  HISTORY     - 1985     GOOD             AZDT
 CY1244
 CY1244                          STATION DESCRIPTION
 CY1244
 CY1244'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1244'6-1/2 MILES AIRLINE WSW OF PIMA, 14-1/2 MILES AIRLINE W OF
 CY1244'SAFFORD, ON HIGHEST POINT OF LOW BUT PROMINENT SANDSTONE KNOLL
 CY1244'LOCALLY KNOWN AS BEAR SPRINGS KNOLL ON THE SE EDGE OF BEAR
 CY1244'SPRINGS FLAT.
 CY1244'
 CY1244'TO REACH THE STATION FROM THE PIMA FIRE DEPARTMENT, GO EAST
 CY1244'ON U.S. HIGHWAY 70 FOR 0.9 MILE TO A FORK.  HERE THE PAVED
 CY1244'ROAD TURNS TO THE RIGHT.  TAKE THE LEFT FORK STRAIGHT AHEAD
 CY1244'ACROSS THE RAILROAD TRACKS, A GRAVEL ROAD, FOR 0.7 MILE TO
 CY1244'A FORK.  HERE TURN LEFT AND GO 0.3 MILE TO A FORK AND SIGN
 CY1244'READING TRIPP CANYON CCC SIDE CAMP.  FOLLOWING THE SIGN, TURN
 CY1244'RIGHT AND GO 0.3 MILE TO A FORK JUST BEYOND A CATTLE GUARD.
 CY1244'HERE TURN LEFT AND GO 5 MILES TO A FORK AND SIGN ON THE LEFT
 CY1244'READING TRIPP CANYON 13 CCC SIDE CAMP.  CONTINUE STRAIGHT
 CY1244'AHEAD FOR 1.2 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 CY1244'FOR 1 MILE TO A ROAD RIGHT.  CONTINUE 0.5 MILE STRAIGHT
 CY1244'AHEAD TO THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS 0.2
 CY1244'MILE BEYOND THIS POINT ON THE SAME ROAD.
 CY1244'
 CY1244'THE STATION MARK IS A STANDARD U.S. SOIL EROSION SERVICE
 CY1244'TRIANGULATION DISK, STAMPED BEAR 1935, AND SET IN A CIRCULAR
 CY1244'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 CY1244'IT IS ON THE HIGHEST POINT OF THE KNOLL.
 CY1244'
 CY1244'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BEAR
 CY1244'USSES NO 1 1945, AND AFFIXED TO THE TOP OF AN IRON PIPE PROJECTING
 CY1244'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 8 INCHES LOWER
 CY1244'THAN THE STATION.  THE MARK IS NE OF THE STATION.
 CY1244'
 CY1244'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BEAR USSES
 CY1244'NO 2 1945, AND AFFIXED TO THE TOP OF AN IRON PIPE PROJECTING
 CY1244'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 4 INCHES LOWER THAN
 CY1244'THE STATION.  THE MARK IS WNW OF THE STATION.
 CY1244'
 CY1244'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED BEAR USSES
 CY1244'1945, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY1244'1 INCH ABOVE THE GROUND.  IT IS 2 FEET SSE OF THE FENCE, 35 FEET
 CY1244'NNW OF THE CENTER OF THE ROAD, AND 12-1/2 FEET E OF THE WITNESS
 CY1244'POST.  THE MARK IS S OF THE STATION.
 CY1244'
 CY1244'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1244
 CY1244                          STATION RECOVERY (1946)
 CY1244
 CY1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1244'THE STATION IS 6-1/2 MILES, AIRLINE, WSW OF PIMA, 14-1/2 MILES,
 CY1244'AIRLINE, W OF SAFFORD, AND ON THE HIGHEST POINT OF A LOW BUT
 CY1244'PROMINENT SANDSTONE KNOLL WHICH IS LOCALLY KNOWN AS BEAR SPRINGS
 CY1244'KNOLL.  THIS KNOLL IS LOCATED AT THE SE EDGE OF BEAR SPRINGS
 CY1244'FLAT.
 CY1244'
 CY1244'TO REACH FROM THE PIMA FIRE DEPARTMENT, GO W ON U.S. HIGHWAY 70
 CY1244'FOR 0.9 MILE TO A FORK.  HERE THE PAVED ROAD TURNS RIGHT.
 CY1244'TAKE THE LEFT FORK STRAIGHT AHEAD ACROSS THE RAILROAD TRACKS
 CY1244'FOR 0.7 MILE TO A T-INTERSECTION.  HERE TURN LEFT AND GO 0.3
 CY1244'MILE TO A FORK AND SIGN READING TRIPP CANYON CCC SIDE CAMP.
 CY1244'FOLLOWING THE SIGN, TURN RIGHT AND GO 0.3 MILE TO A FORK JUST
 CY1244'BEYOND A CATTLE GUARD.  HERE KEEP TO THE MAIN TRAVELED ROAD OR
 CY1244'LEFT AND GO 5 MILES TO A SIDE ROAD TO THE LEFT.  CONTINUE
 CY1244'STRAIGHT AHEAD AND GO 1.2 MILES TO A ROAD RIGHT.  CONTINUE
 CY1244'STRAIGHT AHEAD FOR 1 MILE TO A ROAD TO THE RIGHT.  CONTINUE
 CY1244'0.5 MILE TO THE END OF TRUCK TRAVEL ON THE MAIN TRAVELED ROAD.
 CY1244'FROM HERE PACK NW ACROSS THE FLAT AND THEN PACK N DOWN INTO
 CY1244'THE WASH AND THEN UP TO THE HIGHEST POINT AND THE
 CY1244'STATION.  THE AZIMUTH MARK IS 0.2 MILE BEYOND THE END OF
 CY1244'TRUCK TRAVEL ON THE MAIN ROAD.
 CY1244'
 CY1244'THE MARKS WERE ALL RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 CY1244'DESCRIBED.
 CY1244
 CY1244                          STATION RECOVERY (1967)
 CY1244
 CY1244'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1244'STATION IS LOCATED APPROXIMATELY 8.5 AIRMILES (SW) OF PIMA AND
 CY1244'APPROXIMATELY 11.5 AIRMILES (W) OF THATCHER.
 CY1244'
 CY1244'TO REACH FROM THE POST OFFICE IN PIMA GO (W) ON U.S. HWY
 CY1244'70 FOR 0.8 MILE TO A ROAD LEFT, TURN LEFT (W) AND CROSS OVER
 CY1244'RR TRACKS, PROCEED FOR 0.7 MILE TO A T INTERSECTION, TURN LEFT
 CY1244'(SW) AND GO 0.35 MILE TO A 4-WAY INTERSECTION AND SIGN TRIPP
 CY1244'CANYON, TAYLOR CANYON, TURKEY SPRING, RIGHT TURN RIGHT (WSW) AND
 CY1244'GO 0.2 MILE TO A CATTLE GUARD AND Y INTERSECTION, TAKE THE LEFT
 CY1244'FORK (SW) AND GO 1 MILE TO A TV MICROWAVE REPEATER STATION
 CY1244'ON THE RIGHT (N) SIDE OF ROAD, CONTINUE ON 0.8 MILE TO A
 CY1244'CATTLE GUARD PROCEED STRAIGHT FOR 1.6 MILES TO AN AVIATION AID
 CY1244'STATION LOCATED ON THE LEFT (S) SIDE OF THE ROAD, PROCEED
 CY1244'STRAIGHT FOR 1.9 MILES TO A ROAD LEFT AND SIGN TAYLOR CANYON
 CY1244'LEFT, TRIPP CANYON AND TURKEY SPRINGS - STRAIGHT, CONTINUE
 CY1244'ON STRAIGHT (WSW) 2.8 MILES TO A SLIGHT CURVE LEFT JUST BEFORE
 CY1244'DROPPING INTO A LOW SPOT.  THIS IS THE END OF TRUCK TRAVEL
 CY1244'AND STATION CAN BE SEEN FROM HERE.  IT IS APPROX. 250 YDS
 CY1244'(NNW) ON A SANDY KNOLL.  PACK TO THE EDGE OF THE MESA
 CY1244'TOWARDS THE STATION.  PACK DOWN INTO THE WASH AND UP THE (S)
 CY1244'SIDE OF THE KNOLL, 20 MINUTES WITH A HEAVY LOAD.  TO REACH THE
 CY1244'AZIMUTH MARK CONTINUE STRAIGHT ON THE ROAD FROM THE END OF
 CY1244'TRUCK TRAVEL FOR THE STATION FOR 0.15 MILE AND IS ON
 CY1244'THE RIGHT (NNW) SIDE OF THE ROAD.  IT IS MARKED BY A U.S.
 CY1244'SOIL EROSION SERVICE DISK.
 CY1244'
 CY1244'REFERENCE MARKS 1 AND 2 RECOVERED.  R.M. 1 IS (NE) ON A MAG AZ
 CY1244'OF 30 DEG AT A DISTANCE OF 26.05 FT AND A DE OF -0.5 FEET.
 CY1244'
 CY1244'REFERENCE MARK 2 IS (W) ON A MAG AZ OF 290 DEG AT A DISTANCE OF
 CY1244'15.30 FT AND A DE OF -0.2 FEET.
 CY1244'
 CY1244'THE AZIMUTH MARK IS (SE) OF STATION ON MAG AZ OF 140 DEG, 25
 CY1244'FT (NNW) OF E OF ROAD AND 2.7 FT (SSE) OF FENCE LINE.
 CY1244'
 CY1244'THE CONDITION OF ALL MARKS IS GOOD.  VIEW GOOD IN ALL DIRECTIONS
 CY1244'EXCEPT FROM 110 DEG -240 DEG (MAG AZ) WHICH IS A MOUNTAIN RANGE
 CY1244'APPROXIMATELY 4-10 MILES DISTANCE.
 CY1244
 CY1244                          STATION RECOVERY (1985)
 CY1244
 CY1244'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1244'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARKS WERE RECOVERED
 CY1244'AND FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  A NEW ROUTE TO
 CY1244'THE STATION FOLLOWS.
 CY1244'
 CY1244'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST
 CY1244'ALONG U.S. HIGHWAY 70 FOR 1.0 MILE TO TRIP CANYON ROAD.  TURN LEFT AND
 CY1244'TRAVEL SOUTH FOR 0.25 MILE TO A CROSS ROAD.  TURN RIGHT AND CONTINUE
 CY1244'SOUTHWEST ALONG THE MAIN TRAVELED ROAD FOR 8.5 MILES TO END OF TRUCK
 CY1244'TRAVEL.  PACK NORTHWEST ACROSS FLAT TO A DEEP WASH  CROSS THE WASH AND
 CY1244'PACK TO THE TOP OF A HIGH KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0716 ***********************************************************************
 DT0716  DESIGNATION -  BEAR
 DT0716  PID         -  DT0716
 DT0716  STATE/COUNTY-  AZ/APACHE
 DT0716  USGS QUAD   -  ALPINE (1991)
 DT0716
 DT0716                         *CURRENT SURVEY CONTROL
 DT0716  ___________________________________________________________________
 DT0716* NAD 83(1992)-  33 49 15.52067(N)    109 09 40.52350(W)     ADJUSTED  
 DT0716* NAVD 88     -      2807.6    (meters)    9211.     (feet)  VERTCON   
 DT0716  ___________________________________________________________________
 DT0716  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DT0716  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DT0716  HORZ ORDER  -  SECOND
 DT0716
 DT0716.The horizontal coordinates were established by classical geodetic methods
 DT0716.and adjusted by the National Geodetic Survey in August 1993.
 DT0716
 DT0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0716
 DT0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0716
 DT0716.The geoid height was determined by GEOID03.
 DT0716
 DT0716;                    North         East     Units Scale Factor Converg.
 DT0716;SPC AZ E     -   313,253.119   306,431.524   MT  1.00000675   +0 33 34.7
 DT0716;SPC AZ E     - 1,027,733.33  1,005,352.77   iFT  1.00000675   +0 33 34.7
 DT0716;UTM  12      - 3,743,826.805   670,170.560   MT  0.99995700   +1 01 25.3
 DT0716
 DT0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0716!SPC AZ E     -   0.99956296  x   1.00000675  =   0.99956970
 DT0716!UTM  12      -   0.99956296  x   0.99995700  =   0.99951998
 DT0716
 DT0716:                Primary Azimuth Mark                     Grid Az
 DT0716:SPC AZ E     -  TUTT                                     197 57 30.9
 DT0716:UTM  12      -  TUTT                                     197 29 40.3
 DT0716
 DT0716|---------------------------------------------------------------------|
 DT0716| PID    Reference Object                     Distance      Geod. Az  |
 DT0716|                                                           dddmmss.s |
 DT0716| DT0727 TUTT                                APPROX.12.0 KM 1983105.6 |
 DT0716| CD1563 BEAR RM 1                             8.375 METERS 21150     |
 DT0716| CD1564 BEAR RM 2                             5.441 METERS 30738     |
 DT0716|---------------------------------------------------------------------|
 DT0716
 DT0716                          SUPERSEDED SURVEY CONTROL
 DT0716
 DT0716  NAD 83(1986)-  33 49 15.51942(N)    109 09 40.52554(W) AD(       ) 2
 DT0716  NAD 27      -  33 49 15.33152(N)    109 09 38.24767(W) AD(       ) 2
 DT0716  NGVD 29 (07/19/86) 2806.5    (m)         9208.     (f) VERT ANG    3  
 DT0716
 DT0716.Superseded values are not recommended for survey control.
 DT0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0716.See file dsdata.txt to determine how the superseded data were derived.
 DT0716
 DT0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7017143827(NAD 83)
 DT0716_MARKER: DD = SURVEY DISK
 DT0716_SETTING: 66 = SET IN ROCK OUTCROP
 DT0716_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0716+STABILITY: POSITION/ELEVATION WELL
 DT0716
 DT0716  HISTORY     - Date     Condition        Report By
 DT0716  HISTORY     - 1978     MONUMENTED       AZDT
 DT0716
 DT0716                          STATION DESCRIPTION
 DT0716
 DT0716'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0716'THE STATION IS ABOUT 1.75 MILES SOUTHWEST OF ALPINE AND 0.5 MILE
 DT0716'WEST OF U.S. HWY. 666 ON THE CENTER ROCKY OUTCROP OF THREE
 DT0716'OUTCROPS ON A HIGH PROMINENT RIDGE THAT SLOPES SOUTHEAST.
 DT0716'
 DT0716'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BEAR 1978 AND IS
 DT0716'EPOXIED IN A DRILL HOLE IN A ROCK, MARKED WITH A WITNESS POST
 DT0716'AND SIGN 4 FEET TO THE WEST.
 DT0716'
 DT0716'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BEAR RM 1
 DT0716'1978 AND IS EPOXIED TO A ROCK.
 DT0716'
 DT0716'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BEAR RM 2
 DT0716'1978 AND IS EPOXIED TO A ROCK.
 DT0716'
 DT0716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 180 AND 666
 DT0716'IN ALPINE, TRAVEL SOUTH ON HWY. 666 FOR 2.35 MILES TO MILE POST
 DT0716'251.45 AND A LARGE TRUCK PULL-OUT AREA ON THE LEFT, PARK HERE
 DT0716'AND PACK UP STEEP RIDGE TO THE RIGHT (WEST) TO BASE OF FIRST ROCK
 DT0716'OUTCROP ON THE SLOPE OF THE RIDGE, PASS UNDER AND TO THE RIGHT OF
 DT0716'THE OUTCROP TO THE BACK BONE OF THE RIDGE, CONTINUE ABOUT 500
 DT0716'FEET UP THE THICKLY BRUSH OAK INFESTED RIDGE TO A SECOND ROCK
 DT0716'OUTCROP THAT PROTRUDES TO THE EAST AND TO THE STATION.  A 1
 DT0716'HOUR AND 15 MINUTE PACK TO STATION.
 DT0716'
 DT0716'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0500 ***********************************************************************
 GO0500  DESIGNATION -  BEAR
 GO0500  PID         -  GO0500
 GO0500  STATE/COUNTY-  AZ/APACHE
 GO0500  USGS QUAD   -  TSAILE BUTTE (1982)
 GO0500
 GO0500                         *CURRENT SURVEY CONTROL
 GO0500  ___________________________________________________________________
 GO0500* NAD 83(1992)-  36 18 15.33835(N)    109 03 25.93117(W)     ADJUSTED  
 GO0500* NAVD 88     -      2865.2    (meters)    9400.     (feet)  VERTCON   
 GO0500  ___________________________________________________________________
 GO0500  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GO0500  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 GO0500  HORZ ORDER  -  THIRD
 GO0500
 GO0500.The horizontal coordinates were established by classical geodetic methods
 GO0500.and adjusted by the National Geodetic Survey in August 1993.
 GO0500
 GO0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0500
 GO0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0500
 GO0500.The geoid height was determined by GEOID03.
 GO0500
 GO0500;                    North         East     Units Scale Factor Converg.
 GO0500;SPC AZ E     -   588,842.045   312,999.575   MT  1.00002229   +0 39 25.0
 GO0500;SPC AZ E     - 1,931,896.47  1,026,901.49   iFT  1.00002229   +0 39 25.0
 GO0500;SPC NM W     -   588,975.756   720,083.461   MT  1.00006548   -0 43 28.9
 GO0500;SPC NM W     - 1,932,331.29  2,362,473.82   sFT  1.00006548   -0 43 28.9
 GO0500;UTM  12      - 4,019,447.642   674,434.673   MT  0.99997491   +1 09 02.0
 GO0500
 GO0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0500!SPC AZ E     -   0.99955357  x   1.00002229  =   0.99957585
 GO0500!SPC NM W     -   0.99955357  x   1.00006548  =   0.99961902
 GO0500!UTM  12      -   0.99955357  x   0.99997491  =   0.99952849
 GO0500
 GO0500:                Primary Azimuth Mark                     Grid Az
 GO0500:SPC AZ E     -  SAM ET                                   179 57 21.0
 GO0500:SPC NM W     -  SAM ET                                   181 20 14.9
 GO0500:UTM  12      -  SAM ET                                   179 27 44.0
 GO0500
 GO0500|---------------------------------------------------------------------|
 GO0500| PID    Reference Object                     Distance      Geod. Az  |
 GO0500|                                                           dddmmss.s |
 GO0500| GO0503 SAM ET                              APPROX.22.0 KM 1803646.0 |
 GO0500|---------------------------------------------------------------------|
 GO0500
 GO0500                          SUPERSEDED SURVEY CONTROL
 GO0500
 GO0500  NAD 83(1986)-  36 18 15.34836(N)    109 03 25.92891(W) AD(       ) 3
 GO0500  NAD 27      -  36 18 15.33577(N)    109 03 23.57629(W) AD(       ) 3
 GO0500  NGVD 29 (07/19/86) 2863.9    (m)         9396.     (f) VERT ANG    3  
 GO0500
 GO0500.Superseded values are not recommended for survey control.
 GO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0500.See file dsdata.txt to determine how the superseded data were derived.
 GO0500
 GO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7443519448(NAD 83)
 GO0500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GO0500_SETTING: 80 = SET IN A BOULDER
 GO0500_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0500+STABILITY: SURFACE MOTION
 GO0500
 GO0500  HISTORY     - Date     Condition        Report By
 GO0500  HISTORY     - 1955     MONUMENTED       USGS
 GO0500  HISTORY     - 1955     GOOD             USGS
 GO0500
 GO0500                          STATION DESCRIPTION
 GO0500
 GO0500'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0500'LOCATED ABOUT 10 MI. N. AND 28 MI. E. OF CHINLE, ON SMALL ROUND TOP
 GO0500'ON SE. SIDE OF HILL IN BOULDER OUTCROP.
 GO0500'
 GO0500'TO REACH FROM CHINLE POST OFFICE, DRIVE N. 0.1 MI., TURN RIGHT 0.5
 GO0500'MI. TO GARCIAS TRADING POST, CONTINUE N. 0.3 MI. ON SOUTH RIM ROAD,
 GO0500'TURN LEFT AND CROSS CHINLE WASH AND DRIVE 27.0 MI. TO FORT
 GO0500'DEFIANCE-LUKACHUKAI ROAD, TAKE LEFT FORK 4.9 MI. TO KENNEDYS TRADING
 GO0500'POST AT LUKACHUKAI, TAKE RIGHT FORK (RED ROCK ROAD) FOR 10.2 MI. TO
 GO0500'SIGN READING --ROOF BUTTE L O--, TAKE RIGHT FORK 1.1 MI., TAKE LEFT
 GO0500'FORK 1.4 MI., TAKE RIGHT FORK 1.7 MI., TAKE LEFT FORK 0.9 MI., TAKE
 GO0500'RIGHT FORK 0.1 MI., TAKE RIGHT FORK JOINING MAIN RD. GOING TO CRYSTAL
 GO0500'FOR 0.7 MI., TAKE RIGHT FORK NEAR ASPEN POLE FENCED GARDEN PLOT 6.3
 GO0500'MI., TAKE LEFT FORK (RIGHT FORK GOES DOWN TSAILE CREEK) FOR 2.7 MI.,
 GO0500'TAKE LEFT FORK 5.9 MI., LEAVE MAIN-TRAVELED RD. TAKING RIGHT FORK 1.0
 GO0500'MI., LEAVE RD. AND CROSS RD. TO FOOT OF HILL.  LEAVE VEHICLE AND CLIMB
 GO0500'TO TOP.  STATION IS IN BOULDER OUTCROP ON SE. SIDE OF HILL.  ABOUT
 GO0500'20 MINUTE PACK.
 GO0500'
 GO0500'STATION MARK--STANDARD TABLET STAMPED ---BEAR 1955---, SET IN DRILL
 GO0500'HOLE IN ROCK.
 GO0500'
 GO0500'REFERENCE MARK NO. 1--STANDARD TABLET SET IN DRILL HOLE IN ROCK, 22.88
 GO0500'FT. FROM STATION MARK, S 53 DEG 36 MIN E.
 GO0500'
 GO0500'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN BASE OF PINE
 GO0500'STUMP, 7.87 FT. FROM STATION MARK, N 42 DEG 58 MIN E.
 GO0500
 GO0500                          STATION RECOVERY (1955)
 GO0500
 GO0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0500'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1038 ***********************************************************************
 FR1038  DESIGNATION -  BEAR
 FR1038  PID         -  FR1038
 FR1038  STATE/COUNTY-  AZ/COCONINO
 FR1038  USGS QUAD   -  MAY TANK POCKET (1989)
 FR1038
 FR1038                         *CURRENT SURVEY CONTROL
 FR1038  ___________________________________________________________________
 FR1038* NAD 83(1992)-  35 00 05.43999(N)    112 13 39.40715(W)     ADJUSTED  
 FR1038* NAVD 88     -      1654.6    (meters)    5428.     (feet)  VERTCON   
 FR1038  ___________________________________________________________________
 FR1038  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 FR1038  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 FR1038  HORZ ORDER  -  THIRD
 FR1038
 FR1038.The horizontal coordinates were established by classical geodetic methods
 FR1038.and adjusted by the National Geodetic Survey in August 1993.
 FR1038
 FR1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR1038
 FR1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR1038
 FR1038.The geoid height was determined by GEOID03.
 FR1038
 FR1038;                    North         East     Units Scale Factor Converg.
 FR1038;SPC AZ C     -   443,786.019   184,977.582   MT  0.99990992   -0 10 42.1
 FR1038;SPC AZ C     - 1,455,990.88    606,881.83   iFT  0.99990992   -0 10 42.1
 FR1038;UTM  12      - 3,873,899.073   387,977.377   MT  0.99975466   -0 42 15.2
 FR1038
 FR1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR1038!SPC AZ C     -   0.99974424  x   0.99990992  =   0.99965418
 FR1038!UTM  12      -   0.99974424  x   0.99975466  =   0.99949896
 FR1038
 FR1038|---------------------------------------------------------------------|
 FR1038| PID    Reference Object                     Distance      Geod. Az  |
 FR1038|                                                           dddmmss.s |
 FR1038| CS3961 BEAR RM 2                            15.411 METERS 15436     |
 FR1038| ET1122 MAT                                 APPROX.26.1 KM 1852322.6 |
 FR1038| CS3960 BEAR RM 1                             8.800 METERS 23705     |
 FR1038|---------------------------------------------------------------------|
 FR1038
 FR1038                          SUPERSEDED SURVEY CONTROL
 FR1038
 FR1038  NAD 83(1986)-  35 00 05.43563(N)    112 13 39.40454(W) AD(       ) 3
 FR1038  NGVD 29 (04/23/90) 1653.8    (m)         5426.     (f) VERT ANG    3  
 FR1038
 FR1038.Superseded values are not recommended for survey control.
 FR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1038.See file dsdata.txt to determine how the superseded data were derived.
 FR1038
 FR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8797773899(NAD 83)
 FR1038_MARKER: DS = TRIANGULATION STATION DISK
 FR1038_SETTING: 66 = SET IN ROCK OUTCROP
 FR1038_SP_SET: SET IN ROCK OUTCROP
 FR1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1038+STABILITY: POSITION/ELEVATION WELL
 FR1038
 FR1038  HISTORY     - Date     Condition        Report By
 FR1038  HISTORY     - 1943     MONUMENTED       USGS
 FR1038  HISTORY     - 1959     GOOD             USGS
 FR1038
 FR1038                          STATION DESCRIPTION
 FR1038
 FR1038'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 FR1038'LOCATED 1.5 MI N. AND 8.5 MI E. OF DRAKE (FORMERLY CEDAR GLADE).
 FR1038'ON MESA ABOUT 300 FT E. OF WEST BREAK OF RIM INTO BEAR CANYON, AT
 FR1038'BEND ABOUT 0.2 MI S. OF BEAR CANYON, IN BARE OPENING AT SOUTH
 FR1038'EDGE OF LEVEL GROUND.  SLOPE TO S. IS GRADUAL.
 FR1038'
 FR1038'TO REACH FROM DRAKE, DRIVE NE. CROSSING VERDE VALLEY BRANCH RR.
 FR1038'AT 0.9 MI.  THENCE EASTERLY ON MAIN-TRAVELED RD. 11.6 MI TO
 FR1038'INTERSECTION WITH JEROME-WILLIAMS RD. AT SIGNS JEROME 21 AND
 FR1038'DRAKE 12.  DRIVE 3.7 MI N. ON RD. TOWARDS WILLIAMS.  TURN LEFT ON
 FR1038'POOR RD. AT SHARP CURVE IN MAIN RD. RIGHT, DRIVE WESTERLY ACROSS
 FR1038'FIRST RIDGE THROUGH DRAW BEYOND TO HIGH POINT ON MESA W., KEEPING
 FR1038'ALL RIGHT FORKS, A TOTAL DISTANCE OF 0.65 MI FROM JEROME-WILLIAMS
 FR1038'RD.  WALK NORTHWARD ALONG CREST ABOUT 0.5 MI TO STATION.
 FR1038'
 FR1038'STATION MARK--STANDARD TABLET STAMPED---BEAR 1943---, CEMENTED IN
 FR1038'LAVA OUTCROP.
 FR1038'
 FR1038'RM 1--STANDARD RM TABLET STAMPED---BEAR NO 1---, CEMENTED IN LAVA
 FR1038'OUTCROP.
 FR1038'
 FR1038'RM 2--STANDARD RM TABLET STAMPED---BEAR NO 2---, CEMENTED IN LAVA
 FR1038'OUTCROP.
 FR1038
 FR1038                          STATION RECOVERY (1959)
 FR1038
 FR1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FR1038'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0725 ***********************************************************************
 DT0725  DESIGNATION -  BEAR MOUNTAIN LOOKOUT
 DT0725  PID         -  DT0725
 DT0725  STATE/COUNTY-  AZ/GREENLEE
 DT0725  USGS QUAD   -  BEAR MOUNTAIN (1991)
 DT0725
 DT0725                         *CURRENT SURVEY CONTROL
 DT0725  ___________________________________________________________________
 DT0725* NAD 83(1992)-  33 31 59.93445(N)    109 08 39.32212(W)     ADJUSTED  
 DT0725* NAVD 88     -              **(meters)            **(feet)            
 DT0725  ___________________________________________________________________
 DT0725  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DT0725  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 DT0725  HORZ ORDER  -  THIRD
 DT0725
 DT0725.The horizontal coordinates were established by classical geodetic methods
 DT0725.and adjusted by the National Geodetic Survey in August 1993.
 DT0725
 DT0725
 DT0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0725
 DT0725.The geoid height was determined by GEOID03.
 DT0725
 DT0725;                    North         East     Units Scale Factor Converg.
 DT0725;SPC AZ E     -   281,363.265   308,321.061   MT  1.00001114   +0 33 53.4
 DT0725;SPC AZ E     -   923,107.82  1,011,552.04   iFT  1.00001114   +0 33 53.4
 DT0725;SPC NM W     -   281,669.447   708,238.375   MT  1.00009939   -0 43 27.4
 DT0725;SPC NM W     -   924,110.51  2,323,612.07   sFT  1.00009939   -0 43 27.4
 DT0725;UTM  12      - 3,711,954.747   672,317.240   MT  0.99996608   +1 01 31.5
 DT0725
 DT0725                          SUPERSEDED SURVEY CONTROL
 DT0725
 DT0725  NAD 83(1986)-  33 31 59.92823(N)    109 08 39.32825(W) AD(       ) 4
 DT0725  NAD 27      -  33 31 59.72516(N)    109 08 37.06734(W) AD(       ) 3
 DT0725
 DT0725.Superseded values are not recommended for survey control.
 DT0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0725.See file dsdata.txt to determine how the superseded data were derived.
 DT0725
 DT0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7231711955(NAD 83)
 DT0725_MARKER: 57 = LOOKOUT TOWER
 DT0725
 DT0725  HISTORY     - Date     Condition        Report By
 DT0725  HISTORY     - 1934     FIRST OBSERVED   CGS
 DT0725
 DT0725                          STATION DESCRIPTION
 DT0725
 DT0725'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2006 ***********************************************************************
 DU2006  DESIGNATION -  BEAR MTN
 DU2006  PID         -  DU2006
 DU2006  STATE/COUNTY-  AZ/GILA
 DU2006  USGS QUAD   -  BLUE HOUSE MTN (1988)
 DU2006
 DU2006                         *CURRENT SURVEY CONTROL
 DU2006  ___________________________________________________________________
 DU2006* NAD 83(1992)-  33 56 07.74690(N)    110 32 06.28219(W)     ADJUSTED  
 DU2006* NAVD 88     -      1958.7    (meters)    6426.     (feet)  VERTCON   
 DU2006  ___________________________________________________________________
 DU2006  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DU2006  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 DU2006  HORZ ORDER  -  SECOND
 DU2006
 DU2006.The horizontal coordinates were established by classical geodetic methods
 DU2006.and adjusted by the National Geodetic Survey in August 1993.
 DU2006
 DU2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2006
 DU2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2006
 DU2006.The geoid height was determined by GEOID03.
 DU2006
 DU2006;                    North         East     Units Scale Factor Converg.
 DU2006;SPC AZ E     -   325,559.601   179,301.970   MT  0.99991429   -0 12 20.4
 DU2006;SPC AZ E     - 1,068,108.93    588,261.06   iFT  0.99991429   -0 12 20.4
 DU2006;UTM  12      - 3,755,100.068   542,967.113   MT  0.99962276   +0 15 34.4
 DU2006
 DU2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2006!SPC AZ E     -   0.99969654  x   0.99991429  =   0.99961085
 DU2006!UTM  12      -   0.99969654  x   0.99962276  =   0.99931941
 DU2006
 DU2006:                Primary Azimuth Mark                     Grid Az
 DU2006:SPC AZ E     -  BEAR MTN AZ MK                           056 01 48.4
 DU2006:UTM  12      -  BEAR MTN AZ MK                           055 33 53.6
 DU2006
 DU2006|---------------------------------------------------------------------|
 DU2006| PID    Reference Object                     Distance      Geod. Az  |
 DU2006|                                                           dddmmss.s |
 DU2006| CD1560 BEAR MTN AZ MK                                     0554928.0 |
 DU2006| CD1561 BEAR MTN RM 1                         5.940 METERS 18445     |
 DU2006| CD1562 BEAR MTN RM 2                         6.238 METERS 30632     |
 DU2006|---------------------------------------------------------------------|
 DU2006
 DU2006                          SUPERSEDED SURVEY CONTROL
 DU2006
 DU2006  NAD 83(1986)-  33 56 07.74099(N)    110 32 06.28303(W) AD(       ) 2
 DU2006  NAD 27      -  33 56 07.56270(N)    110 32 03.88660(W) AD(       ) 2
 DU2006  NGVD 29 (09/20/88) 1958.0    (m)         6424.     (f) VERT ANG    3  
 DU2006
 DU2006.Superseded values are not recommended for survey control.
 DU2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2006.See file dsdata.txt to determine how the superseded data were derived.
 DU2006
 DU2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4296755100(NAD 83)
 DU2006_MARKER: DS = TRIANGULATION STATION DISK
 DU2006_SETTING: 80 = SET IN A BOULDER
 DU2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2006+STABILITY: SURFACE MOTION
 DU2006
 DU2006  HISTORY     - Date     Condition        Report By
 DU2006  HISTORY     - 1946     MONUMENTED       USGS
 DU2006  HISTORY     - 1948     GOOD             USGS
 DU2006  HISTORY     - 1958     GOOD             USGS
 DU2006  HISTORY     - 1966     GOOD             USGS
 DU2006
 DU2006                          STATION DESCRIPTION
 DU2006
 DU2006'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU2006'STATION MARK--STANDARD TABLET STAMPED---BEAR MTN 1946---, CEMENTED
 DU2006'IN ROCK.
 DU2006
 DU2006                          STATION RECOVERY (1948)
 DU2006
 DU2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2006'RECOVERED AS DESCRIBED BY USGS.
 DU2006'
 DU2006'LOCATED ABOUT 11 MI N. OF SENECA, 8 MI SSW. OF CIBECUE.  ON CENTER
 DU2006'AND HIGH POINT OF ROCKY, NW.-SE. RIDGE.
 DU2006'
 DU2006'RM 1--STANDARD RM TABLET STAMPED---NO 1 1948---, CEMENTED IN ROCK.
 DU2006'
 DU2006'RM 2--STANDARD RM TABLET STAMPED---NO 2 1948---, CEMENTED IN ROCK.
 DU2006
 DU2006                          STATION RECOVERY (1958)
 DU2006
 DU2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (CAA)
 DU2006'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES NORTH OF SENECA
 DU2006'AND ABOUT 8 MILES SOUTH-SOUTHWEST OF CIBECUE, ON THE HIGHEST
 DU2006'PART OF BEAR BUTTE WHICH IS A HIGH NORTHWEST-SOUTHEAST RIDGE.
 DU2006'
 DU2006'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DU2006'STAMPED BEAR MTN 1946 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2006'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ON THE
 DU2006'HIGHEST PART OF THE RIDGE.
 DU2006'
 DU2006'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 DU2006'REFERENCE MARK DISK STAMPED NO 1 1948 SET IN A DRILL HOLE IN
 DU2006'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 DU2006'GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 DU2006'
 DU2006'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 DU2006'REFERENCE MARK DISK STAMPED NO 2 1948 SET IN A DRILL HOLE IN
 DU2006'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 DU2006'GROUND AND IS ABOUT 18 INCHES HIGHER THAN THE STATION.
 DU2006'
 DU2006'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 DU2006'AZIMUTH MARK DISK STAMPED BEAR MTN USGS 1958 SET IN A DRILL
 DU2006'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 5 INCHES
 DU2006'ABOVE THE GROUND.  IT IS ABOUT 200 FEET WEST OF THE TOP OF THE
 DU2006'RIDGE WHERE THE BLADED ROAD STARTS DOWN, WESTERLY INTO THE
 DU2006'CANYON, 60 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 20
 DU2006'FEET SOUTHWEST OF A SMALL JUNIPER TREE WITH A TRIANGULAR
 DU2006'BLAZE.  THE ROAD IS STILL BEING CONSTRUCTED AT THIS POINT AND
 DU2006'MAY BE SUBJECT TO A SLIGHT CHANGE.
 DU2006'
 DU2006'TO REACH THE STATION FROM THE CIBECUE TRADING POST IN CIBECUE,
 DU2006'GO SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE.  TURN RIGHT, CROSS
 DU2006'OVER THE BRIDGE AND GO WEST AND SOUTH FOR 0.35 MILE.  TURN
 DU2006'LEFT OFF THE MAIN ROAD ONTO A BLADED ROAD AND GO SOUTHERLY FOR
 DU2006'1.65 MILES TO A SCHOOL HOUSE ON THE RIGHT.  CONTINUE SOUTHERLY
 DU2006'FOR 0.95 MILE.  TAKE THE RIGHT FORK AND GO SOUTH ON THE BLADED
 DU2006'ROAD FOR 0.85 MILE.  TAKE THE RIGHT FORK, PASS THROUGH A WIRE
 DU2006'GATE AND GO SOUTH FOR 0.65 MILE.  PASS THROUGH THE WIRE GATE
 DU2006'AND GO SOUTH FOR 2.3 MILES.  PASS THROUGH THE WIRE GATE AND
 DU2006'GO SOUTHERLY FOR 2.9 MILES TO A SMALL JUNIPER TREE
 DU2006'WITH A TRIANGULAR BLAZE ON THE LEFT, ABOUT 200 FEET DOWNHILL,
 DU2006'WEST OF THE CREST OF THE RIDGE.  THE STATION IS VISIBLE TO
 DU2006'THE SOUTHWEST OF THIS POINT.  CONTINUE DOWNHILL, WESTERLY,
 DU2006'CROSS THE CREEK AND ON FOR 0.3 MILE TO A SECOND CREEK BED AND
 DU2006'THE END OF TRUCK TRAVEL.  AT THIS TIME THE ROAD IS STILL
 DU2006'UNDER CONSTRUCTION AND AT A LATER DATE, IT MAY GO CLOSE BY THE
 DU2006'STATION.  FROM THE END OF TRUCK TRAVEL PACK SOUTHWESTERLY
 DU2006'ALONG THE SIDE OF THE RIDGE TO THE HIGHEST POINT AND THE
 DU2006'STATION.  THIS IS ABOUT A 2-1/2 HOUR PACK AND A FOUR-WHEEL
 DU2006'DRIVE VEHICLE WILL BE NECESSARY TO REACH THE END OF TRUCK
 DU2006'TRAVEL.  UNLESS THE ROAD IS IMPROVED, IT WOULD BE VIRTUALLY
 DU2006'IMPOSSIBLE TO REACH THE STATION AFTER A RAIN, DUE TO STEEP
 DU2006'ROAD AND SLANTING CONDITIONS OF THE ROAD.
 DU2006
 DU2006                          STATION RECOVERY (1966)
 DU2006
 DU2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2006'RECOVERED AS DESCRIBED BY USGS.
 DU2006'
 DU2006'REACHED BY HELICOPTER.
 DU2006'
 DU2006'TO REACH FROM CIBECUE TRADING POST, GO 0.15 MI S. ON GRAVELED
 DU2006'RD.  TURN RIGHT, CROSS OVER BRIDGE AND GO 0.35 MI W. AND S.  TURN
 DU2006'LEFT OFF MAIN RD. ONTO BLADED RD. 1.65 MI S. TO SCHOOLHOUSE ON
 DU2006'RIGHT, CONTINUE 0.95 MI S.  TAKE RIGHT FORK 0.85 MI S. ON BLADED
 DU2006'RD.  TAKE RIGHT FORK, PASS THROUGH WIRE GATE AND GO 0.65 MI S.,
 DU2006'PASS THROUGH WIRE GATE AND GO 2.3 MI S., PASS THROUGH WIRE GATE
 DU2006'AND GO 2.9 MI S. TO SMALL JUNIPER TREE WITH TRIANGULAR BLAZE ON
 DU2006'LEFT ABOUT 200 FT. DOWNHILL W. OF CREST OF RIDGE.  STATION IS
 DU2006'VISIBLE TO SW. OF THIS POINT.  CONTINUE DOWNHILL, CROSS CREEK 0.3
 DU2006'MI W. TO SECOND CREEK BED AND END OF TRUCK TRAVEL.  AT THIS TIME
 DU2006'RD. IS STILL UNDER CONSTRUCTION AND AT LATER DATE IT MAY GO CLOSE
 DU2006'BY STATION.  PACK SW. ALONG SIDE OF RIDGE TO HIGHEST POINT AND
 DU2006'STATION.  ABOUT A 2-1/2 HOUR PACK.  FOUR-WHEEL DRIVE VEHICLE WILL
 DU2006'BE NECESSARY TO REACH END OF TRUCK TRAVEL.  UNLESS RD. IS
 DU2006'IMPROVED IT WOULD BE VIRTUALLY IMPOSSIBLE TO REACH STATION AFTER
 DU2006'RAIN DUE TO STEEP RD. AND SLANTING CONDITIONS OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1795 ***********************************************************************
 DV1795  DESIGNATION -  BEARD
 DV1795  PID         -  DV1795
 DV1795  STATE/COUNTY-  AZ/MARICOPA
 DV1795  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1795
 DV1795                         *CURRENT SURVEY CONTROL
 DV1795  ___________________________________________________________________
 DV1795* NAD 83(1992)-  33 40 12.66747(N)    112 11 11.92008(W)     ADJUSTED  
 DV1795* NAVD 88     -       389.448  (meters)    1277.71   (feet)  ADJUSTED  
 DV1795  ___________________________________________________________________
 DV1795  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1795  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1795  DYNAMIC HT  -         388.999 (meters)    1276.24  (feet)  COMP
 DV1795  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV1795
 DV1795  HORZ ORDER  -  SECOND
 DV1795  VERT ORDER  -  SECOND    CLASS I
 DV1795
 DV1795.The horizontal coordinates were established by classical geodetic methods
 DV1795.and adjusted by the National Geodetic Survey in August 1993.
 DV1795
 DV1795.The orthometric height was determined by differential leveling
 DV1795.and adjusted in November 1993.
 DV1795
 DV1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1795
 DV1795.The geoid height was determined by GEOID03.
 DV1795
 DV1795.The dynamic height is computed by dividing the NAVD 88
 DV1795.geopotential number by the normal gravity value computed on the
 DV1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1795.degrees latitude (g = 980.6199 gals.).
 DV1795
 DV1795.The modeled gravity was interpolated from observed gravity values.
 DV1795
 DV1795;                    North         East     Units Scale Factor Converg.
 DV1795;SPC AZ C     -   296,107.369   188,324.646   MT  0.99990772   -0 08 58.8
 DV1795;SPC AZ C     -   971,480.87    617,863.01   iFT  0.99990772   -0 08 58.8
 DV1795;UTM  12      - 3,726,219.403   389,991.201   MT  0.99974919   -0 39 28.6
 DV1795
 DV1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1795!SPC AZ C     -   0.99994353  x   0.99990772  =   0.99985125
 DV1795!UTM  12      -   0.99994353  x   0.99974919  =   0.99969273
 DV1795
 DV1795|---------------------------------------------------------------------|
 DV1795| PID    Reference Object                     Distance      Geod. Az  |
 DV1795|                                                           dddmmss.s |
 DV1795| DV1796 BEARD RM 1                           10.753 METERS 00013     |
 DV1795| DV1799 BEARD AZ MK                         APPROX. 0.6 KM 1015541.7 |
 DV1795| DV1797 BEARD RM 2                           10.586 METERS 18054     |
 DV1795|---------------------------------------------------------------------|
 DV1795
 DV1795                          SUPERSEDED SURVEY CONTROL
 DV1795
 DV1795  NAD 83(1986)-  33 40 12.66162(N)    112 11 11.92741(W) AD(       ) 2
 DV1795  NGVD 29 (11/30/89)  388.89   (m)         1275.9    (f) LEVELING    3  
 DV1795
 DV1795.Superseded values are not recommended for survey control.
 DV1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1795.See file dsdata.txt to determine how the superseded data were derived.
 DV1795
 DV1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8999126219(NAD 83)
 DV1795_MARKER: DS = TRIANGULATION STATION DISK
 DV1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1795_SP_SET: CONCRETE POST
 DV1795_STAMPING: BEARD 1982
 DV1795_MARK LOGO: AZDT  
 DV1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1795+STABILITY: SURFACE MOTION
 DV1795
 DV1795  HISTORY     - Date     Condition        Report By
 DV1795  HISTORY     - 1982     MONUMENTED       AZDT
 DV1795  HISTORY     - 1984     GOOD             AZDT
 DV1795  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1795
 DV1795                          STATION DESCRIPTION
 DV1795
 DV1795'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1795'THE STATION IS LOCATED IN NORTHWESTERN PHOENIX, 4.2 MILES WEST OF
 DV1795'INTERSTATE HIGHWAY 17, 468 FEET NORTH OF BEARDSLEY ROAD AND ALONG THE
 DV1795'EAST SIDE OF 59TH AVENUE.
 DV1795'
 DV1795'THE STATION MARK IS AN AZDT DISK STAMPED---BEARD 1982---.  IT IS SET
 DV1795'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 30.5 FEET EAST OF THE
 DV1795'CENTER LINE OF 59TH AVENUE, 37 FEET NORTH OF A POWER POLE AND 5 FEET
 DV1795'SOUTHWEST OF THE WITNESS POST.
 DV1795'
 DV1795'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BEARD RM 1 1982---.  IT IS
 DV1795'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1795'
 DV1795'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BEARD RM 2 1982---.  IT IS
 DV1795'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1795'
 DV1795'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---BEARD AZ 1982---.  IT IS
 DV1795'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 38.5 FEET NORTH OF
 DV1795'THE CENTER LINE OF BEARDSLEY ROAD, 34 FEET EAST OF THE EAST END OF A
 DV1795'GATE IN THE FENCE LINE, 3 FEET WEST OF THE WITNESS POST AND 2.3 FEET
 DV1795'SOUTH OF THE FENCE.
 DV1795'
 DV1795'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND BEARDSLEY ROAD
 DV1795'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG BEARDSLEY
 DV1795'ROAD FOR 4.2 MILES TO 59TH AVENUE.  TURN RIGHT ON 59TH AVENUE FOR 470
 DV1795'FEET TO THE STATION ON THE RIGHT.
 DV1795'
 DV1795'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH TO BEARDSLEY ROAD.
 DV1795'TURN LEFT FOR 0.4 MILE TO THE MARK ON THE LEFT.
 DV1795
 DV1795                          STATION RECOVERY (1984)
 DV1795
 DV1795'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1795'IN PHOENIX.
 DV1795'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1795'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO 59TH AVENUE,
 DV1795'THENCE NORTH 160.94 METERS (528.0 FT) TO THE MARK ON THE RIGHT, 11.44
 DV1795'METERS (37.55 FT) NORTH OF POWER POLE ON EAST RIGHT-OF-WAY, 10.58
 DV1795'METERS (34.72 FT) NORTH OF BEARD RM 2 AZDT, 10.76 METERS (35.29 FT)
 DV1795'SOUTH OF RM 1 AZDT, 9.3 METERS (30.6 FT) EAST OF 59TH AVENUE CENTER
 DV1795'LINE, AND AN AZDT ALUMINUM CAP IN A CONCRETE POST.
 DV1795
 DV1795                          STATION RECOVERY (2002)
 DV1795
 DV1795'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1795'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1795'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1799 ***********************************************************************
 DV1799  DESIGNATION -  BEARD AZ MK
 DV1799  PID         -  DV1799
 DV1799  STATE/COUNTY-  AZ/MARICOPA
 DV1799  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1799
 DV1799                         *CURRENT SURVEY CONTROL
 DV1799  ___________________________________________________________________
 DV1799* NAD 83(1992)-  33 40 08.65857(N)    112 10 49.22707(W)     NO CHECK  
 DV1799* NAVD 88     -       393.286  (meters)    1290.31   (feet)  ADJUSTED  
 DV1799  ___________________________________________________________________
 DV1799  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DV1799  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV1799  DYNAMIC HT  -         392.832 (meters)    1288.82  (feet)  COMP
 DV1799  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1799
 DV1799  HORZ ORDER  -  SECOND
 DV1799  VERT ORDER  -  SECOND    CLASS I
 DV1799
 DV1799.The horizontal coordinates were established by classical geodetic methods
 DV1799.and adjusted by the National Geodetic Survey in August 1993.
 DV1799.No horizontal observational check was made to the station.
 DV1799
 DV1799.The orthometric height was determined by differential leveling
 DV1799.and adjusted in November 1993.
 DV1799
 DV1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1799
 DV1799.The geoid height was determined by GEOID03.
 DV1799
 DV1799.The dynamic height is computed by dividing the NAVD 88
 DV1799.geopotential number by the normal gravity value computed on the
 DV1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1799.degrees latitude (g = 980.6199 gals.).
 DV1799
 DV1799.The modeled gravity was interpolated from observed gravity values.
 DV1799
 DV1799;                    North         East     Units Scale Factor Converg.
 DV1799;SPC AZ C     -   295,982.357   188,908.873   MT  0.99990737   -0 08 46.2
 DV1799;SPC AZ C     -   971,070.73    619,779.77   iFT  0.99990737   -0 08 46.2
 DV1799;UTM  12      - 3,726,089.234   390,574.204   MT  0.99974762   -0 39 16.0
 DV1799
 DV1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1799!SPC AZ C     -   0.99994292  x   0.99990737  =   0.99985030
 DV1799!UTM  12      -   0.99994292  x   0.99974762  =   0.99969056
 DV1799
 DV1799:                Primary Azimuth Mark                     Grid Az
 DV1799:SPC AZ C     -  PARK                                     330 21 16.6
 DV1799:UTM  12      -  PARK                                     330 51 46.4
 DV1799
 DV1799|---------------------------------------------------------------------|
 DV1799| PID    Reference Object                     Distance      Geod. Az  |
 DV1799|                                                           dddmmss.s |
 DV1799| DV2260 PARK                                APPROX. 2.6 KM 3301230.4 |
 DV1799|---------------------------------------------------------------------|
 DV1799
 DV1799                          SUPERSEDED SURVEY CONTROL
 DV1799
 DV1799  NAD 83(1986)-  33 40 08.65274(N)    112 10 49.23423(W) AD(       ) 2
 DV1799  NGVD 29 (11/30/89)  392.7    (m)         1288.     (f) LEVELING    3  
 DV1799
 DV1799.Superseded values are not recommended for survey control.
 DV1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1799.See file dsdata.txt to determine how the superseded data were derived.
 DV1799
 DV1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9057426089(NAD 83)
 DV1799_MARKER: DZ = AZIMUTH MARK DISK
 DV1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1799_SP_SET: CONCRETE POST
 DV1799_STAMPING: BEARD AZ 1982
 DV1799_MARK LOGO: AZDT  
 DV1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1799+STABILITY: SURFACE MOTION
 DV1799
 DV1799  HISTORY     - Date     Condition        Report By
 DV1799  HISTORY     - 1982     MONUMENTED       AZDT
 DV1799  HISTORY     - 1984     GOOD             AZDT
 DV1799
 DV1799                          STATION DESCRIPTION
 DV1799
 DV1799'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1799'IN PHOENIX.
 DV1799'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1799'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.20 KM (3.85 MI) TO THE MARK ON
 DV1799'THE RIGHT, 0.76 METER (2.50 FT) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 DV1799'20.54 METERS (67.4 FT) NORTHWEST OF POWER POLE PS108994 ON SOUTH
 DV1799'RIGHT-OF-WAY, 11.79 METERS (38.7 FT) NORTH OF CENTERLINE OF BEARDSLY
 DV1799'ROAD, AND A STANDARD AZDT ALUMIUM CAP IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1796 ***********************************************************************
 DV1796  DESIGNATION -  BEARD RM 1
 DV1796  PID         -  DV1796
 DV1796  STATE/COUNTY-  AZ/MARICOPA
 DV1796  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1796
 DV1796                         *CURRENT SURVEY CONTROL
 DV1796  ___________________________________________________________________
 DV1796* NAD 83(1992)-  33 40 13.01649(N)    112 11 11.91846(W)     NO CHECK  
 DV1796* NAVD 88     -       389.447  (meters)    1277.71   (feet)  ADJUSTED  
 DV1796  ___________________________________________________________________
 DV1796  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1796  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1796  DYNAMIC HT  -         388.998 (meters)    1276.24  (feet)  COMP
 DV1796  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV1796
 DV1796  HORZ ORDER  -  SECOND
 DV1796  VERT ORDER  -  SECOND    CLASS I
 DV1796
 DV1796.The horizontal coordinates were established by classical geodetic methods
 DV1796.and adjusted by the National Geodetic Survey in August 1993.
 DV1796.No horizontal observational check was made to the station.
 DV1796
 DV1796.The orthometric height was determined by differential leveling
 DV1796.and adjusted in November 1993.
 DV1796
 DV1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1796
 DV1796.The geoid height was determined by GEOID03.
 DV1796
 DV1796.The dynamic height is computed by dividing the NAVD 88
 DV1796.geopotential number by the normal gravity value computed on the
 DV1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1796.degrees latitude (g = 980.6199 gals.).
 DV1796
 DV1796.The modeled gravity was interpolated from observed gravity values.
 DV1796
 DV1796;                    North         East     Units Scale Factor Converg.
 DV1796;SPC AZ C     -   296,118.121   188,324.715   MT  0.99990772   -0 08 58.8
 DV1796;SPC AZ C     -   971,516.15    617,863.24   iFT  0.99990772   -0 08 58.8
 DV1796;UTM  12      - 3,726,230.153   389,991.366   MT  0.99974919   -0 39 28.6
 DV1796
 DV1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1796!SPC AZ C     -   0.99994353  x   0.99990772  =   0.99985125
 DV1796!UTM  12      -   0.99994353  x   0.99974919  =   0.99969273
 DV1796
 DV1796                          SUPERSEDED SURVEY CONTROL
 DV1796
 DV1796  NAD 83(1986)-  33 40 13.01064(N)    112 11 11.92579(W) AD(       ) 2
 DV1796  NGVD 29 (11/30/89)  388.9    (m)         1276.     (f) LEVELING    3  
 DV1796
 DV1796.Superseded values are not recommended for survey control.
 DV1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1796.See file dsdata.txt to determine how the superseded data were derived.
 DV1796
 DV1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8999126230(NAD 83)
 DV1796_MARKER: DR = REFERENCE MARK DISK
 DV1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1796_SP_SET: CONCRETE POST
 DV1796_STAMPING: BEARD RM 1 1982
 DV1796_MARK LOGO: AZDT  
 DV1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1796+STABILITY: SURFACE MOTION
 DV1796
 DV1796  HISTORY     - Date     Condition        Report By
 DV1796  HISTORY     - 1982     MONUMENTED       AZDT
 DV1796  HISTORY     - 1984     GOOD             AZDT
 DV1796  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1796
 DV1796                          STATION DESCRIPTION
 DV1796
 DV1796'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1796'IN PHOENIX.
 DV1796'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1796'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO 59TH AVENUE,
 DV1796'THENCE NORTH 171.70 METERS (563.31 FT) TO THE MARK ON THE RIGHT,
 DV1796'10.76 METERS (35.29 FT) NORTH OF BEARD AZDT, 21.34 METERS (70.0 FT)
 DV1796'NORTH OF BEARD RM 2 AZDT, 9.33 METERS (30.6 FT) EAST OF 59TH AVENUE
 DV1796'CENTERLINE, AND AN AZDT ALUMINUM CAP SET IN CONCRETE POST.
 DV1796
 DV1796                          STATION RECOVERY (2002)
 DV1796
 DV1796'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1796'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1796'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1797 ***********************************************************************
 DV1797  DESIGNATION -  BEARD RM 2
 DV1797  PID         -  DV1797
 DV1797  STATE/COUNTY-  AZ/MARICOPA
 DV1797  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1797
 DV1797                         *CURRENT SURVEY CONTROL
 DV1797  ___________________________________________________________________
 DV1797* NAD 83(1992)-  33 40 12.32391(N)    112 11 11.92654(W)     NO CHECK  
 DV1797* NAVD 88     -       389.511  (meters)    1277.92   (feet)  ADJUSTED  
 DV1797  ___________________________________________________________________
 DV1797  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1797  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1797  DYNAMIC HT  -         389.062 (meters)    1276.45  (feet)  COMP
 DV1797  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV1797
 DV1797  HORZ ORDER  -  SECOND
 DV1797  VERT ORDER  -  SECOND    CLASS I
 DV1797
 DV1797.The horizontal coordinates were established by classical geodetic methods
 DV1797.and adjusted by the National Geodetic Survey in August 1993.
 DV1797.No horizontal observational check was made to the station.
 DV1797
 DV1797.The orthometric height was determined by differential leveling
 DV1797.and adjusted in November 1993.
 DV1797
 DV1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1797
 DV1797.The geoid height was determined by GEOID03.
 DV1797
 DV1797.The dynamic height is computed by dividing the NAVD 88
 DV1797.geopotential number by the normal gravity value computed on the
 DV1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1797.degrees latitude (g = 980.6199 gals.).
 DV1797
 DV1797.The modeled gravity was interpolated from observed gravity values.
 DV1797
 DV1797;                    North         East     Units Scale Factor Converg.
 DV1797;SPC AZ C     -   296,096.785   188,324.451   MT  0.99990772   -0 08 58.8
 DV1797;SPC AZ C     -   971,446.15    617,862.37   iFT  0.99990772   -0 08 58.8
 DV1797;UTM  12      - 3,726,208.823   389,990.913   MT  0.99974919   -0 39 28.6
 DV1797
 DV1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1797!SPC AZ C     -   0.99994352  x   0.99990772  =   0.99985124
 DV1797!UTM  12      -   0.99994352  x   0.99974919  =   0.99969272
 DV1797
 DV1797                          SUPERSEDED SURVEY CONTROL
 DV1797
 DV1797  NAD 83(1986)-  33 40 12.31806(N)    112 11 11.93387(W) AD(       ) 2
 DV1797  NGVD 29 (11/30/89)  388.9    (m)         1276.     (f) LEVELING    3  
 DV1797
 DV1797.Superseded values are not recommended for survey control.
 DV1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1797.See file dsdata.txt to determine how the superseded data were derived.
 DV1797
 DV1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8999126209(NAD 83)
 DV1797_MARKER: DR = REFERENCE MARK DISK
 DV1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1797_SP_SET: CONCRETE POST
 DV1797_STAMPING: BEARD RM 2 1982
 DV1797_MARK LOGO: AZDT  
 DV1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1797+STABILITY: SURFACE MOTION
 DV1797
 DV1797  HISTORY     - Date     Condition        Report By
 DV1797  HISTORY     - 1982     MONUMENTED       AZDT
 DV1797  HISTORY     - 1984     GOOD             AZDT
 DV1797  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1797
 DV1797                          STATION DESCRIPTION
 DV1797
 DV1797'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1797'IN PHOENIX.
 DV1797'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1797'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO 59TH AVENUE,
 DV1797'THENCE NORTH 150.36 METERS (493.30 FT) TO THE MARK ON THE RIGHT,
 DV1797'10.58 METERS (34.72 FT) SOUTH OF BEARD AZDT, 21.34 METERS (70.01 FT)
 DV1797'SOUTH OF BEARD RM 1 AZDT, 9.33 METERS (30.6 FT) EAST OF 59TH AVENUE
 DV1797'CENTERLINE, AND AN AZDT ALUMINUM CAP IN A CONCRETE POST.
 DV1797
 DV1797                          STATION RECOVERY (2002)
 DV1797
 DV1797'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1797'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1797'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2040 ***********************************************************************
 DV2040  DESIGNATION -  BEARDSLEY
 DV2040  PID         -  DV2040
 DV2040  STATE/COUNTY-  AZ/MARICOPA
 DV2040  USGS QUAD   -  MC MICKEN DAM (1981)
 DV2040
 DV2040                         *CURRENT SURVEY CONTROL
 DV2040  ___________________________________________________________________
 DV2040* NAD 83(1992)-  33 43 06.12390(N)    112 27 06.45721(W)     ADJUSTED  
 DV2040* NAVD 88     -       441.49   (+/-2cm)    1448.5    (feet)  VERTCON   
 DV2040  ___________________________________________________________________
 DV2040  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DV2040  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV2040  HORZ ORDER  -  SECOND
 DV2040  VERT ORDER  -  THIRD ? (See Below)
 DV2040
 DV2040.The horizontal coordinates were established by classical geodetic methods
 DV2040.and adjusted by the National Geodetic Survey in August 1993.
 DV2040
 DV2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2040.The vertical order pertains to the NGVD 29 superseded value.
 DV2040
 DV2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2040
 DV2040.The geoid height was determined by GEOID03.
 DV2040
 DV2040;                    North         East     Units Scale Factor Converg.
 DV2040;SPC AZ C     -   301,546.936   163,764.532   MT  0.99993031   -0 17 49.4
 DV2040;SPC AZ C     -   989,327.22    537,285.21   iFT  0.99993031   -0 17 49.4
 DV2040;UTM  12      - 3,731,876.024   365,483.600   MT  0.99982307   -0 48 21.7
 DV2040
 DV2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2040!SPC AZ C     -   0.99993539  x   0.99993031  =   0.99986571
 DV2040!UTM  12      -   0.99993539  x   0.99982307  =   0.99975847
 DV2040
 DV2040|---------------------------------------------------------------------|
 DV2040| PID    Reference Object                     Distance      Geod. Az  |
 DV2040|                                                           dddmmss.s |
 DV2040| CH4329 BEARDSLEY RM 1                       19.233 METERS 13128     |
 DV2040| CH4328 BEARDSLEY AZ MK                                    1355720.3 |
 DV2040| DV0268 A 24                                 58.799 METERS 32025     |
 DV2040|---------------------------------------------------------------------|
 DV2040
 DV2040                          SUPERSEDED SURVEY CONTROL
 DV2040
 DV2040  NAD 83(1986)-  33 43 06.11721(N)    112 27 06.46601(W) AD(       ) 2
 DV2040  NAD 27      -  33 43 05.98900(N)    112 27 03.87200(W) AD(       ) 2
 DV2040  NGVD 29 (07/19/86)  440.93   (m)         1446.6    (f) LEVELING    3  
 DV2040
 DV2040.Superseded values are not recommended for survey control.
 DV2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2040.See file dsdata.txt to determine how the superseded data were derived.
 DV2040
 DV2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6548431876(NAD 83)
 DV2040_MARKER: DS = TRIANGULATION STATION DISK
 DV2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2040+STABILITY: SURFACE MOTION
 DV2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2040+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV2040
 DV2040  HISTORY     - Date     Condition        Report By
 DV2040  HISTORY     - 1947     MONUMENTED       CGS
 DV2040  HISTORY     - 1953     GOOD             AZHD
 DV2040  HISTORY     - 1976     GOOD             LOCENG
 DV2040  HISTORY     - 1986     GOOD             AZDT
 DV2040  HISTORY     - 19990107 GOOD             USPSQD
 DV2040  HISTORY     - 20000109 GOOD             USPSQD
 DV2040  HISTORY     - 20020930 GOOD             MCDOT
 DV2040  HISTORY     - 20060407 GOOD             DIBBLE
 DV2040  HISTORY     - 20070428 GOOD             GEOCAC
 DV2040
 DV2040                          STATION DESCRIPTION
 DV2040
 DV2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2040'LOCATED BETWEEN U.S. HIGHWAYS 60, 70, 89 AND THE SANTA FE
 DV2040'RAILROAD.  5.55 MILES NORTHWEST OF BEARDSLEY AND 6 MILES
 DV2040'SOUTHEAST OF WITTMANN.  IT IS 78.5 FEET NORTHEAST OF THE
 DV2040'CENTER LINE OF THE HIGHWAY, 67 FEET SOUTHWEST OF THE CENTER
 DV2040'LINE OF THE RAILROAD AND 135 FEET WEST SOUTHWEST OF MILE POST
 DV2040'164.  IT IS STAMPED BEARDSLEY 1947 AND PROJECTS 4 INCHES.
 DV2040'
 DV2040'REFERENCE MARK NO. 1 IS 78 FEET NORTHEAST OF THE CENTER LINE
 DV2040'OF THE HIGHWAY AND 68 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DV2040'RAILROAD.  IT IS STAMPED BEARDSLEY NO 1 1947 AND PROJECTS
 DV2040'4 INCHES.
 DV2040'
 DV2040'BENCH MARK A24 IS A STANDARD USC AND GS DISK SET IN A CONCRETE
 DV2040'POST PROJECTING 1 FOOT.  IT IS 4 FEET EAST OF A WITNESS POST,
 DV2040'250 FEET WEST OF MILE POST 164, 60 FEET SOUTHEAST OF THE
 DV2040'CENTER LINE OF THE RAILROAD AND 180 FEET EAST OF A HIGHWAY
 DV2040'CULVERT.  IT IS STAMPED A24 1933.
 DV2040'
 DV2040'THE AZIMUTH MARK IS LOCATED 0.65 MILE SOUTH SOUTHEAST OF THE
 DV2040'STATION.  103 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVEMENT,
 DV2040'1 FOOT NORTHEAST OF A FENCE LINE AND 18 FEET NORTH OF THE
 DV2040'BANK OF A WASH.  IT IS STAMPED BEARDSLEY 1947 AND PROJECTS
 DV2040'3 INCHES.
 DV2040
 DV2040                          STATION RECOVERY (1953)
 DV2040
 DV2040'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1953
 DV2040'LOCATED BETWEEN U.S. HIGHWAY 60, 70, 89 AND SANTA FE RAILROAD
 DV2040'11.41 MILES N.W. OF AGUA FRIA RIVER BRIDGE.  APPRX. 6 MILES
 DV2040'S.E. OF WITTMANN.  IT IS 78.5 FT. N.E. OF CENTERLINE OF HIGHWAY,
 DV2040'67 FT. SOUTHWEST OF CENTERLINE OF RAILROAD AND 0.298 MILES
 DV2040'N.W. OF HIGHWAY MILEPOST 135 AND 135 FT. W.S.W. OF RAILROAD
 DV2040'MILEPOST 164.  IT IS STAMPED BEARDSLEY 1947, IS SETTING ON
 DV2040'MOUND OF DIRT AND PROJECTS 4 INCHES.
 DV2040'
 DV2040'R.M. 2 (B.M. A241933) IS 0.256 MILES N.W. OF MILEPOST 135
 DV2040'(ALL RECOVERED IN GOOD CONDITION)
 DV2040
 DV2040                          STATION RECOVERY (1976)
 DV2040
 DV2040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JM)
 DV2040'RECOVERED BY AERIAL MAPPING CO.
 DV2040'
 DV2040'BEARDSLEY 1947-GOOD
 DV2040'
 DV2040'BEARDSLEY NO 1 1947-GOOD
 DV2040'
 DV2040'AZ 4 1933-GOOD
 DV2040'
 DV2040'NEW DESC. IS ADEQUATE
 DV2040
 DV2040                          STATION RECOVERY (1986)
 DV2040
 DV2040'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2040'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2040'AND FOUND IN GOOD CONDITION.
 DV2040'
 DV2040'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV2040'AVENUE IN SURPRISE, TRAVEL NORTHWEST ALONG GRAND AVENUE WHICH IS U.S.
 DV2040'HIGHWAY 60 FOR 7.8 MILES TO MILE POST 134.7 AND THE STATION ON THE
 DV2040'RIGHT.
 DV2040
 DV2040                          STATION RECOVERY (1999)
 DV2040
 DV2040'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2040'RECOVERED IN GOOD CONDITION.
 DV2040
 DV2040                          STATION RECOVERY (2000)
 DV2040
 DV2040'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2040'RECOVERED IN GOOD CONDITION.
 DV2040
 DV2040                          STATION RECOVERY (2002)
 DV2040
 DV2040'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV2040'RECOVERED IN GOOD CONDITION.
 DV2040
 DV2040                          STATION RECOVERY (2006)
 DV2040
 DV2040'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 DV2040'RECOVERED IN GOOD CONDITION.
 DV2040
 DV2040                          STATION RECOVERY (2007)
 DV2040
 DV2040'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0505 ***********************************************************************
 GO0505  FBN         -  This is a Federal Base Network Control Station.
 GO0505  DESIGNATION -  BEAUTIFUL
 GO0505  PID         -  GO0505
 GO0505  STATE/COUNTY-  AZ/NAVAJO
 GO0505  USGS QUAD   -  LITTLE WHITE HOUSE RUINS (1982)
 GO0505
 GO0505                         *CURRENT SURVEY CONTROL
 GO0505  ___________________________________________________________________
 GO0505* NAD 83(2007)-  36 04 12.35721(N)    109 36 34.36606(W)     ADJUSTED  
 GO0505* NAVD 88     -      1816.1    (meters)    5958.     (feet)  GPS OBS   
 GO0505  ___________________________________________________________________
 GO0505  EPOCH DATE  -        2007.00
 GO0505  X           -  -1,732,704.668 (meters)                     COMP
 GO0505  Y           -  -4,863,435.736 (meters)                     COMP
 GO0505  Z           -   3,735,538.801 (meters)                     COMP
 GO0505  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 GO0505  ELLIP HEIGHT-        1795.660 (meters)          (02/10/07) ADJUSTED
 GO0505  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GO0505
 GO0505  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GO0505  Type    PID    Designation                      North   East  Ellip
 GO0505  -------------------------------------------------------------------
 GO0505  NETWORK GO0505 BEAUTIFUL                         0.39   0.33   1.18
 GO0505  -------------------------------------------------------------------
 GO0505
 GO0505.The horizontal coordinates were established by GPS observations
 GO0505.and adjusted by the National Geodetic Survey in February 2007.
 GO0505
 GO0505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GO0505.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GO0505.The horizontal coordinates are valid at the epoch date displayed above.
 GO0505.The epoch date for horizontal control is a decimal equivalence
 GO0505.of Year/Month/Day.
 GO0505
 GO0505.The orthometric height was determined by GPS observations and a
 GO0505.high-resolution geoid model.
 GO0505
 GO0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0505
 GO0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0505
 GO0505.The ellipsoidal height was determined by GPS observations
 GO0505.and is referenced to NAD 83.
 GO0505
 GO0505.The geoid height was determined by GEOID03.
 GO0505
 GO0505;                    North         East     Units Scale Factor Converg.
 GO0505;SPC AZ E     -   562,433.949   263,542.776   MT  0.99993102   +0 19 40.9
 GO0505;SPC AZ E     - 1,845,255.74    864,641.65   iFT  0.99993102   +0 19 40.9
 GO0505;UTM  12      - 3,992,618.162   625,211.105   MT  0.99979318   +0 49 07.6
 GO0505
 GO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0505!SPC AZ E     -   0.99971825  x   0.99993102  =   0.99964929
 GO0505!UTM  12      -   0.99971825  x   0.99979318  =   0.99951149
 GO0505
 GO0505|---------------------------------------------------------------------|
 GO0505| PID    Reference Object                     Distance      Geod. Az  |
 GO0505|                                                           dddmmss.s |
 GO0505| CD3985 BEAUTIFUL RM 1                        8.748 METERS 01959     |
 GO0505| CD3986 BEAUTIFUL RM 2                       25.569 METERS 25026     |
 GO0505| CD3984 BEAUTIFUL AZ MK                                    3343751.9 |
 GO0505|---------------------------------------------------------------------|
 GO0505
 GO0505                          SUPERSEDED SURVEY CONTROL
 GO0505
 GO0505  ELLIP H (09/30/99) 1795.677  (m)                       GP(       ) 3 1
 GO0505  NAD 83(1992)-  36 04 12.35949(N)    109 36 34.36502(W) AD(       ) B
 GO0505  NAD 83(1992)-  36 04 12.35668(N)    109 36 34.36520(W) AD(       ) A
 GO0505  ELLIP H (09/30/92) 1795.701  (m)                       GP(       ) 2 1
 GO0505  NAD 83(1986)-  36 04 12.35949(N)    109 36 34.36502(W) AD(       ) 1
 GO0505  NAD 27      -  36 04 12.34200(N)    109 36 31.97500(W) AD(       ) 1
 GO0505  NGVD 29 (07/19/86) 1815.1    (m)         5955.     (f) VERT ANG    3  
 GO0505
 GO0505.Superseded values are not recommended for survey control.
 GO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0505.See file dsdata.txt to determine how the superseded data were derived.
 GO0505
 GO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2521192618(NAD 83)
 GO0505_MARKER: DS = TRIANGULATION STATION DISK
 GO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0505_SP_SET: CONCRETE POST
 GO0505_STAMPING: BEAUTIFUL 1951
 GO0505_MARK LOGO: CGS   
 GO0505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0505+STABILITY: SURFACE MOTION
 GO0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0505+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 GO0505
 GO0505  HISTORY     - Date     Condition        Report By
 GO0505  HISTORY     - 1951     MONUMENTED       CGS
 GO0505  HISTORY     - 1951     GOOD             CGS
 GO0505  HISTORY     - 1955     GOOD             USGS
 GO0505  HISTORY     - 1968     GOOD             CGS
 GO0505  HISTORY     - 1972     GOOD             USGS
 GO0505  HISTORY     - 19911114 GOOD             NGS
 GO0505  HISTORY     - 19920313 GOOD
 GO0505  HISTORY     - 19950923 GOOD             NGS
 GO0505  HISTORY     - 19981118 GOOD             NGS
 GO0505  HISTORY     - 19990316 GOOD             NGS
 GO0505  HISTORY     - 19990708 GOOD             NGS
 GO0505  HISTORY     - 20051013 GOOD             3001
 GO0505
 GO0505                          STATION DESCRIPTION
 GO0505
 GO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0505'STATION IS LOCATED ALONG THE CHINLE-GANADO HIGHWAY, AIRLINE,
 GO0505'ABOUT 24 MILES NORTH OF GANADO, 7 MILES SOUTHWEST OF CHINLE,
 GO0505'AND ON THE HIGHEST POINT OF THE HIGHWAY ALONG THE BLUFFS ON
 GO0505'THE WEST SIDE OF BEAUTIFUL VALLEY.
 GO0505'
 GO0505'STATION MARK, STAMPED BEAUTIFUL 1951, IS A STANDARD DISK SET
 GO0505'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GO0505'5 INCHES.  IT IS 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GO0505'
 GO0505'REFERENCE MARK NUMBER 1, STAMPED BEAUTIFUL NO 1 1951, IS A
 GO0505'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GO0505'POST THAT PROJECTS 5 INCHES AND IS AT THE STATION ELEVATION.
 GO0505'IT IS 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GO0505'
 GO0505'REFERENCE MARK NUMBER 2, STAMPED BEAUTIFUL NO 2 1951, IS A
 GO0505'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GO0505'POST THAT PROJECTS 4 INCHES AND IS 12 INCHES HIGHER IN ELEVATION
 GO0505'THAN THE STATION.  IT IS 45 FEET WEST OF THE CENTERLINE OF
 GO0505'THE HIGHWAY.
 GO0505'
 GO0505'AZIMUTH MARK, STAMPED H 33 1933, IS A STANDARD USC AND GS
 GO0505'BENCH MARK DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GO0505'POST THAT PROJECTS 10 INCHES.  TO REACH FROM THE STATION,
 GO0505'GO NORTH NORTHWEST, TOWARDS CHINLE, FOR 1.5 MILES TO THE
 GO0505'AZIMUTH MARK ON THE LEFT.  IT IS 25 FEET WEST OF THE CENTERLINE
 GO0505'OF THE HIGHWAY.
 GO0505'
 GO0505'TO REACH THE STATION FROM THE GANADO TRADING POST, GO WEST
 GO0505'FOR 0.9 MILE TO THE J.L. HUBBELL TRADING POST.  TURN RIGHT,
 GO0505'NORTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.9 MILES.  TAKE
 GO0505'THE RIGHT FORK, TOWARDS CHINLE, AND GO 22.2 MILES TO THE STATION
 GO0505'ON THE RIGHT SIDE OF THE ROAD.
 GO0505'
 GO0505'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GO0505
 GO0505                          STATION RECOVERY (1951)
 GO0505
 GO0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GO0505'RECOVERED IN GOOD CONDITION.
 GO0505
 GO0505                          STATION RECOVERY (1955)
 GO0505
 GO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0505'RECOVERED AS DESCRIBED BY NGS IN 1951.  ALL MARKS IN GOOD
 GO0505'CONDITION.
 GO0505
 GO0505                          STATION RECOVERY (1968)
 GO0505
 GO0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 GO0505'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GO0505'FOUND TO BE IN FAIR CONDITION BUT THE EARTH AROUND THEM IS
 GO0505'ERODING AWAY.  A NEW DESCRIPTION FOLLOWS.
 GO0505'
 GO0505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8
 GO0505'AND 264, 6 MILES NORTHWEST OF GANADO, GO NORTH ON STATE HIGHWAY
 GO0505'8 FOR 22.0 MILES TO A POINT WHERE THE HIGHWAY BENDS TO THE LEFT
 GO0505'AND THE OLD DIRT HIGHWAY CONTINUE STRAIGHT AHEAD.  CONTINUE
 GO0505'STRAIGHT AHEAD ON THE DIRT HIGHWAY FOR ABOUT 0.1 MILE TO
 GO0505'THE STATION ON THE RIGHT AT THE EDGE OF A BLUFF.
 GO0505
 GO0505                          STATION RECOVERY (1972)
 GO0505
 GO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GO0505'RECOVERED AS DESCRIBED BY NGS.
 GO0505
 GO0505                          STATION RECOVERY (1991)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GO0505'THE STATION IS LOCATED ABOUT 37.98 KM (23.60 MI) NORTH OF GANADO, 11.3
 GO0505'KM (7.0 MI) SOUTH OF CHINLE, ON THE HIGHEST POINT OF THE HIGHWAY
 GO0505'ALONG THE BLUFFS ON THE WEST SIDE OF BEUTIFUL VALLEY. OWNERSHIP--THE
 GO0505'NAVAJO NATION.
 GO0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191 AND STATE
 GO0505'HIGHWAY 264, LOCATED ABOUT 8.06 KM (5.01 MI) NORTHWEST OF GANADO, GO
 GO0505'NORTH ON HIGHWAY 191 FOR 37.9 KM (23.5 MI) TO HIGHWAY MILE POST 66
 GO0505'AND THE STATION ON THE RIGHT NEAR A GRADED ROAD LEADING EAST THROUGH
 GO0505'A METAL GATE.  THIS POINT IS WHERE THE HIGHWAY TAKES A TURN TO THE
 GO0505'LEFT AND DROPS OFF ON THE RIGHT INTO BEAUTIFUL VALLEY.
 GO0505'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GO0505'PROJECTING 7 CM ABOVE THE GROUND.  LOCATED 62.1 M (203.7 FT) EAST OF
 GO0505'THE CENTERLINE OF THE HIGHWAY, 32.1 M (105.3 FT) EAST OF RIGHT-OF-WAY
 GO0505'FENCELINE AND A FIBERGLASS WITNESS POST, 25.5 M (83.7 FT)
 GO0505'EAST-NORTHEAST OF RM 2 AND 22.9 M (75.1 FT) SOUTH OF THE CENTER OF A
 GO0505'GRADED ROAD LEADING EAST TO INDIAN HUTS.
 GO0505
 GO0505                          STATION RECOVERY (1992)
 GO0505
 GO0505'RECOVERED 1992
 GO0505'RECOVERED IN GOOD CONDITION.
 GO0505
 GO0505                          STATION RECOVERY (1995)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 GO0505'RECOVERED AS DESCRIBED.
 GO0505
 GO0505                          STATION RECOVERY (1998)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GO0505'THE STATION IS LOCATED 45.87 KM (28.50 MI) NORTHWEST OF GANADO, 12.87
 GO0505'KM (8.00 MI) SOUTH OF CHINLE, ON THE EAST SIDE OF US HIGHWAY 191, 0.08
 GO0505'KM (0.05 MI) SOUTH OF HIGHWAY MILEPOST 440.  TO REACH THE STATION FROM
 GO0505'THE JUNCTION OF US HIGHWAY 191 AND STATE HIGHWAY 264 LOCATED ABOUT
 GO0505'9.65 KM (6.00 MI) NORTHWEST OF GANADO, GO NORTH ON US HIGHWAY 191 FOR
 GO0505'36.21 KM (22.50 MI) TO A DIRT ROAD ON THE RIGHT JUST BEFORE REACHING
 GO0505'HIGHWAY MILEPOST 440.  TURN RIGHT, EAST PASSING OVER A CATTLE GUARD
 GO0505'FOR 30.48 M (100.00 FT) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH
 GO0505'AND THE STATION IN THE SOUTHEAST ANGLE OF THE ROADS.  THE STATION IS A
 GO0505'US COAST AND GEODETIC TRIANGULATION STATION DISK SET IN TOP OF A
 GO0505'CONCRETE POST PROJECTING 7 CM ABOVE GROUND.  IT IS 62.18 M (204.00 FT)
 GO0505'EAST OF THE CENTER OF THE HIGHWAY, 25.30 M (83.01 FT) EAST OF RM 1,
 GO0505'31.7 M (104.0 FT) EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE AND
 GO0505'FIBERGLASS WITNESS POST SET IN THE FENCE LINE, 22.86 M (75.00 FT)
 GO0505'SOUTH OF THE CENTER OF THE DIRT ROAD LEADING EAST AND 9.75 M (31.99
 GO0505'FT) EAST OF OF THE CENTER OF THE DIRT ROAD LEADING SOUTH.
 GO0505
 GO0505                          STATION RECOVERY (1999)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GO0505'RECOVERED AS DESCRIBED.
 GO0505
 GO0505                          STATION RECOVERY (1999)
 GO0505
 GO0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GO0505'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 GO0505'25.63 M (84.09 FT) EAST-NORTHEAST OF RM 2, NOT RM 1 WHICH COULD NOT BE
 GO0505'LOCATED ON THIS DATE.
 GO0505
 GO0505                          STATION RECOVERY (2005)
 GO0505
 GO0505'RECOVERY NOTE BY 3001, INC 2005 (JCP)
 GO0505'DESCRITION IS GOOD
 GO0505'FOUND BY JOHN PURPERA
 GO0505'3001,INC 10/13/2005
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0167 ***********************************************************************
 GQ0167  HT_MOD      -  This is a Height Modernization Survey Station.
 GQ0167  DESIGNATION -  BEAVER
 GQ0167  PID         -  GQ0167
 GQ0167  STATE/COUNTY-  AZ/MOHAVE
 GQ0167  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0167
 GQ0167                         *CURRENT SURVEY CONTROL
 GQ0167  ___________________________________________________________________
 GQ0167* NAD 83(2007)-  36 54 53.54499(N)    113 53 00.00613(W)     ADJUSTED  
 GQ0167* NAVD 88     -       589.10   (meters)    1932.7    (feet)  GPS OBS   
 GQ0167  ___________________________________________________________________
 GQ0167  EPOCH DATE  -        2007.00
 GQ0167  X           -  -2,067,345.059 (meters)                     COMP
 GQ0167  Y           -  -4,668,895.069 (meters)                     COMP
 GQ0167  Z           -   3,810,182.660 (meters)                     COMP
 GQ0167  LAPLACE CORR-          13.77  (seconds)                    DEFLEC99
 GQ0167  ELLIP HEIGHT-         563.538 (meters)          (02/17/09) ADJUSTED
 GQ0167  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GQ0167  HORZ ORDER  -  A
 GQ0167  ELLP ORDER  -  FOURTH    CLASS I
 GQ0167
 GQ0167.The horizontal coordinates were established by GPS observations
 GQ0167.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0167
 GQ0167.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0167.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0167.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0167.The epoch date for horizontal control is a decimal equivalence
 GQ0167.of Year/Month/Day.
 GQ0167
 GQ0167.The orthometric height was determined by GPS observations and a
 GQ0167.high-resolution geoid model.
 GQ0167.The orthometric height was determined by GPS observations and a
 GQ0167.high-resolution geoid model using precise GPS observation and
 GQ0167.processing techniques. It supersedes the leveled height previously
 GQ0167.determined for this station.
 GQ0167
 GQ0167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0167
 GQ0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0167
 GQ0167.The ellipsoidal height was determined by GPS observations
 GQ0167.and is referenced to NAD 83.
 GQ0167
 GQ0167.The geoid height was determined by GEOID03.
 GQ0167
 GQ0167;                    North         East     Units Scale Factor Converg.
 GQ0167;SPC AZ W     -   656,054.157   201,479.197   MT  0.99993507   -0 04 48.3
 GQ0167;SPC AZ W     - 2,152,408.65    661,020.99   iFT  0.99993507   -0 04 48.3
 GQ0167;SPC UT S     - 3,030,253.631   287,628.197   MT  1.00006544   -1 27 36.9
 GQ0167;UTM  12      - 4,089,312.935   243,136.015   MT  1.00041290   -1 43 57.9
 GQ0167
 GQ0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0167!SPC AZ W     -   0.99991157  x   0.99993507  =   0.99984665
 GQ0167!SPC UT S     -   0.99991157  x   1.00006544  =   0.99997700
 GQ0167!UTM  12      -   0.99991157  x   1.00041290  =   1.00032443
 GQ0167
 GQ0167:                Primary Azimuth Mark                     Grid Az
 GQ0167:SPC AZ W     -  NEHI                                     005 05 31.0
 GQ0167:SPC UT S     -  NEHI                                     006 28 19.6
 GQ0167:UTM  12      -  NEHI                                     006 44 40.6
 GQ0167
 GQ0167|---------------------------------------------------------------------|
 GQ0167| PID    Reference Object                     Distance      Geod. Az  |
 GQ0167|                                                           dddmmss.s |
 GQ0167| GQ0424 NEHI                                APPROX. 1.9 KM 0050042.7 |
 GQ0167| GQ0168 BEAVER RM 1                          26.656 METERS 02053     |
 GQ0167| GQ0426 T41N R15W SECS 34 35 SC             APPROX. 1.9 KM 2275411.8 |
 GQ0167| GQ0166 BEAVER RM 2                          11.591 METERS 27601     |
 GQ0167|---------------------------------------------------------------------|
 GQ0167
 GQ0167                          SUPERSEDED SURVEY CONTROL
 GQ0167
 GQ0167  NAD 83(1992)-  36 54 53.54082(N)    113 53 00.01000(W) AD(       ) 2
 GQ0167  NAD 83(1986)-  36 54 53.53711(N)    113 53 00.00889(W) AD(       ) 2
 GQ0167  NAD 27      -  36 54 53.61380(N)    113 52 57.14150(W) AD(       ) 2
 GQ0167  NAVD 88 (??/??/92)  589.057  (m)         1932.60   (f) POSTED      3  
 GQ0167  NGVD 29 (??/??/92)  588.302  (m)         1930.12   (f) ADJ UNCH    2 0
 GQ0167
 GQ0167.Superseded values are not recommended for survey control.
 GQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0167.See file dsdata.txt to determine how the superseded data were derived.
 GQ0167
 GQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4313689313(NAD 83)
 GQ0167_MARKER: DS = TRIANGULATION STATION DISK
 GQ0167_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GQ0167_SP_SET: UNSPECIFIED ROCK
 GQ0167_STAMPING: BEAVER 1960
 GQ0167_MARK LOGO: CGS   
 GQ0167_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0167+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0167
 GQ0167  HISTORY     - Date     Condition        Report By
 GQ0167  HISTORY     - 1960     MONUMENTED       CGS
 GQ0167  HISTORY     - 1960     GOOD             CGS
 GQ0167  HISTORY     - 1962     GOOD             CGS
 GQ0167  HISTORY     - 1982     GOOD             NGS
 GQ0167  HISTORY     - 20080910 GOOD             GEOANA
 GQ0167
 GQ0167                          STATION DESCRIPTION
 GQ0167
 GQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0167'THE STATION IS ABOUT 3 MILES NORTHEAST OF LITTLEFIELD, AND
 GQ0167'110 FEET SOUTH OF THE SOUTH BANK OF THE VIRGIN RIVER.
 GQ0167'
 GQ0167'TO REACH THE STATION FROM THE POST OFFICE AT LITTLEFIELD GO
 GQ0167'NORTH ON THE MACADAM ROAD FOR 0.05 MILE TO A SAND TRACK ROAD
 GQ0167'ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD NORTHEAST
 GQ0167'FOR 0.45 MILE TO THE VIRGIN RIVER.  CROSS THE RIVER AND
 GQ0167'GO NORTHEAST 0.05 MILE TO A GATE, PASS THRU GATE AND CONTINUE
 GQ0167'NORTHEAST ON THE TRACK ROAD FOR 0.6 MILE TO A GATE, PASS
 GQ0167'THRU GATE AND CONTINUE NORTHEAST ON THE TRACK ROAD FOR 2.4
 GQ0167'MILES TO A FORK, TAKE LEFT FORK AND GO NORTH 0.05 MILE TO THE
 GQ0167'STATION.
 GQ0167'
 GQ0167'THE STATION MARK, STAMPED BEAVER 1960, IS A STANDARD DISK CEMENTED
 GQ0167'IN A DRILL HOLE IN OUTCROPPING BEDROCK IS 110 FEET SOUTH OF THE
 GQ0167'SOUTH BANK OF THE RIVER.
 GQ0167'
 GQ0167'REFERENCE MARK NO. 1, STAMPED BEAVER NO 1 1960, IS A STANDARD
 GQ0167'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 30
 GQ0167'FEET SOUTH OF THE SOUTH BANK OF THE RIVER.
 GQ0167'
 GQ0167'REFERENCE MARK NO. 2, STAMPED BEAVER NO 2 1960, IS A STANDARD
 GQ0167'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 90
 GQ0167'FEET SOUTH OF THE SOUTH BANK OF THE RIVER.
 GQ0167'
 GQ0167'INTERSECTION STATION GLO WAS USED FOR THE AZIMUTH MARK.  SEE
 GQ0167'DESCRIPTION THEREOF.
 GQ0167
 GQ0167                          STATION RECOVERY (1960)
 GQ0167
 GQ0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GQ0167'3.55 MI NE FROM LITTLEFIELD.
 GQ0167'0.05 MILE NORTH OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0167'BLACKTOP ROAD, THENCE 0.45 MILE NORTHEAST ON TRACK ROAD TO THE VIRGIN
 GQ0167'RIVER.  CROSS RIVER AND GO 0.65 MILE NORTHEAST ON TRACK ROAD TO A
 GQ0167'GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 2.4 MILES TO A
 GQ0167'Y FORK.  TAKE LEFT FORK AND GO 0.05 MILE NORTH ON TRACK ROAD TO THE
 GQ0167'MARK, 110 FEET SOUTH OF THE SOUTH BANK OF THE VIRGIN RIVER.  THE MARK
 GQ0167'IS SET IN A DRILL HOLE IN ROCK.
 GQ0167
 GQ0167                          STATION RECOVERY (1962)
 GQ0167
 GQ0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0167'STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION
 GQ0167'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 GQ0167'IN DIRECTION TO R.M. NO. 2 WAS FOUND, A SECOND SET OF OBSERVATIONS
 GQ0167'WERE TAKEN AND THE RESULTS MEANED.  A DIFFERENCE IN DISTANCE TO
 GQ0167'R.M. NO. 1 WAS FOUND.  THE DIRECTION TO GLO MARK WAS NOT TAKEN
 GQ0167'AT THIS TIME.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW TO
 GQ0167'REACH FOLLOWS--
 GQ0167'
 GQ0167'TO REACH FROM FORKS JUST SOUTH OF SCHOOL HOUSE AND JUST EAST
 GQ0167'OF POST OFFICE IN LITTLEFIELD, TAKE LEFT FORK TOWARD RIVER
 GQ0167'FOR 0.05 MILE, TURN RIGHT PASSING TO THE LEFT OF A GREEN AND
 GQ0167'RED ROOFED BUILDING AND GO EASTERLY TOWARD RIVER THENCE SOUTHERLY
 GQ0167'ALONG WEST SIDE OF RIVER FOR 0.25 MILE TO FORK, TURN SHARP
 GQ0167'LEFT AND FORD RIVER IN A NORTHEASTERLY DIRECTION, AFTER FORDING
 GQ0167'RIVER KEEP RIGHT FORK OF ROAD AND GO 0.05 MILE TO GATE, PASS
 GQ0167'THROUGH GATE, TURN RIGHT AND GO SOUTH FOR 0.1 MILE, THENCE
 GQ0167'LEFT AND GO EAST FOR 0.1 MILE TO A GROUP OF COTTONWOOD TREES
 GQ0167'AND IRRIGATION DITCH, CROSS THE SMALL IRRIGATION DITCH AND
 GQ0167'GO EAST FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND GO
 GQ0167'EAST AND THEN SOUTHERLY ON DIM ROAD FOR 0.2 MILE TO TOP OF
 GQ0167'BENCH AND SMALL CAIRN ON LEFT, TURN LEFT AND FOLLOW THE DIM
 GQ0167'ROAD EAST AND NORTHEAST FOR 2.35 MILES TO GLO STATION
 GQ0167'ABOUT 0.05 MILE ON RIGHT (AZIMUTH MARK TO STATION BEAVER),
 GQ0167'CONTINUE NORTHEAST ON TRACK ROAD FOR 1.2 MILES, TURN LEFT
 GQ0167'AND GO NORTH FOR 0.05 MILE TO STATION.
 GQ0167'
 GQ0167'STATION MARK AND REFERENCE MARKS ARE SET INTO A DRILL HOLE IN ROCK
 GQ0167'OUTCROP.
 GQ0167'
 GQ0167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GQ0167
 GQ0167                          STATION RECOVERY (1982)
 GQ0167
 GQ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0167'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE AT
 GQ0167'MESQUITE, THENCE 16.25 KM (10.15 MI) NORTHEAST ALONG OLD U.S HWY 91,
 GQ0167'THENCE 4.95 KM (3.1 MIE NORTHEAST ALONG I-15, IN THE TOP CENTER OF A
 GQ0167'X G LINESTONE OUTCROP PROJECTING 0.5 FT. 0.5 KM (0.3 MI) SOUTHWEST OF
 GQ0167'M.P. 12, 249.6 M (819.0 FT) NORTHWEST CENTERLINE SOUTH BOUND HWY
 GQ0167'LANES, 33.5 M (110.0 FT) SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST
 GQ0167'BANK OF THE VIRGIN RIVER, 26.6 M (87.5 FT) SOUTH OF RM 1, 11.6 M
 GQ0167'(38.0 FT) EAST OF RM 2.
 GQ0167
 GQ0167                          STATION RECOVERY (2008)
 GQ0167
 GQ0167'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5787 ***********************************************************************
 DH5787  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5787  DESIGNATION -  BEAVER
 DH5787  PID         -  DH5787
 DH5787  STATE/COUNTY-  AZ/YAVAPAI
 DH5787  USGS QUAD   -  LAKE MONTEZUMA (1969)
 DH5787
 DH5787                         *CURRENT SURVEY CONTROL
 DH5787  ___________________________________________________________________
 DH5787* NAD 83(2007)-  34 39 13.09458(N)    111 46 43.82664(W)     ADJUSTED  
 DH5787* NAVD 88     -      1090.00   (meters)    3576.1    (feet)  GPS OBS   
 DH5787  ___________________________________________________________________
 DH5787  EPOCH DATE  -        2007.00
 DH5787  X           -  -1,949,085.467 (meters)                     COMP
 DH5787  Y           -  -4,878,285.291 (meters)                     COMP
 DH5787  Z           -   3,606,930.280 (meters)                     COMP
 DH5787  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 DH5787  ELLIP HEIGHT-        1064.623 (meters)          (02/10/07) ADJUSTED
 DH5787  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DH5787
 DH5787  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5787  Type    PID    Designation                      North   East  Ellip
 DH5787  -------------------------------------------------------------------
 DH5787  NETWORK DH5787 BEAVER                            0.63   0.49   1.72
 DH5787  -------------------------------------------------------------------
 DH5787
 DH5787.The horizontal coordinates were established by GPS observations
 DH5787.and adjusted by the National Geodetic Survey in February 2007.
 DH5787
 DH5787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5787.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5787.The horizontal coordinates are valid at the epoch date displayed above.
 DH5787.The epoch date for horizontal control is a decimal equivalence
 DH5787.of Year/Month/Day.
 DH5787
 DH5787.The orthometric height was determined by GPS observations and a
 DH5787.high-resolution geoid model.
 DH5787.The orthometric height was determined by GPS observations and a
 DH5787.high-resolution geoid model using precise GPS observation and
 DH5787.processing techniques.
 DH5787
 DH5787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5787
 DH5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5787
 DH5787.The ellipsoidal height was determined by GPS observations
 DH5787.and is referenced to NAD 83.
 DH5787
 DH5787.The geoid height was determined by GEOID03.
 DH5787
 DH5787;                    North         East     Units Scale Factor Converg.
 DH5787;SPC AZ C     -   405,162.128   225,993.405   MT  0.99990197   +0 04 42.1
 DH5787;SPC AZ C     - 1,329,272.07    741,448.18   iFT  0.99990197   +0 04 42.1
 DH5787;UTM  12      - 3,834,909.694   428,630.536   MT  0.99966278   -0 26 34.4
 DH5787
 DH5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5787!SPC AZ C     -   0.99983291  x   0.99990197  =   0.99973490
 DH5787!UTM  12      -   0.99983291  x   0.99966278  =   0.99949575
 DH5787
 DH5787                          SUPERSEDED SURVEY CONTROL
 DH5787
 DH5787  NAD 83(1992)-  34 39 13.09408(N)    111 46 43.82626(W) AD(       ) A
 DH5787  ELLIP H (05/31/05) 1064.623  (m)                       GP(       ) 4 2
 DH5787
 DH5787.Superseded values are not recommended for survey control.
 DH5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5787.See file dsdata.txt to determine how the superseded data were derived.
 DH5787
 DH5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2863134910(NAD 83)
 DH5787_MARKER: DD = SURVEY DISK
 DH5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5787_STAMPING: STA 135+00.00 1967
 DH5787_MARK LOGO: AZDT  
 DH5787_PROJECTION: PROJECTING 10 CENTIMETERS
 DH5787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5787+STABILITY: SURFACE MOTION
 DH5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5787+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5787
 DH5787  HISTORY     - Date     Condition        Report By
 DH5787  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5787
 DH5787                          STATION DESCRIPTION
 DH5787
 DH5787'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5787'STAMPING IS  'STA 135+00.00 1967'
 DH5787' 
 DH5787'THE STATION IS LOCATED IN RIMROCK ARIZONA ON THE SOUTHEAST RIGHT OF
 DH5787'WAY OF BEAVER CREEK ROAD AT STA 135+00.00 LOCATED 6 MILES NORTH OF
 DH5787'CAMP VERDE AND 2.8 MILES NORTHEAST OF MCGUIREVILLE ON BEAVER CREEK
 DH5787'ROAD.
 DH5787' 
 DH5787'STATION LIES IN COUNTY RIGHT OF WAY FOR BEAVER CREEK ROAD.
 DH5787' 
 DH5787'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 17 MILE POST
 DH5787'298 AND COUNTY HIGHWAY 30, (AKA CORNVILLE ROAD) MILE 0.0 GO NORTHEAST
 DH5787'0.3 MILE ON BEAVER CREEK ROAD ACROSS THE BRIDGE OVER DRY BEAVER CREEK,
 DH5787'CONTINUE ON BEAVER CREEK ROAD PAST THE FIRE STATION AT MILE 1.5, PAST
 DH5787'THE US POST OFFICE AT MILE 2.0 TO MILE 2.8 NEAR THE INTERSECTION OF
 DH5787'BEAVER CREEK ROAD AND POINT OF VIEW TRAIL (A ROAD RUNNING NORTH). THE
 DH5787'STATION IS SOUTH 30 FEET AND EAST 30 FEET OF THE ROAD INTERSECTION.
 DH5787'THE STATION IS ON THE EAST RIGHT OF WAY BEAVER CREEK ROAD 8 FEET WEST
 DH5787'OF A MESQUITE TREE AND 3.2 FEET EAST OF AN ARIZONA HIGHWAY DEPARTMENT
 DH5787'ANGLE IRON. THE STATION IS A BRASS CAP IN CONCRETE, 0.3 FEET ABOVE
 DH5787'NATURAL GROUND STAMPED 'STA 135+00.00 1967'
 DH5787' 
 DH5787'DESCRIBED BY IVO W. BUDDEKE III, RIMROCK LAND SURVEYS, JUNE 2005 (JC)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0542 ***********************************************************************
 ER0542  DESIGNATION -  BEAVER 2
 ER0542  PID         -  ER0542
 ER0542  STATE/COUNTY-  AZ/APACHE
 ER0542  USGS QUAD   -  LITTLE MILKY WASH (1982)
 ER0542
 ER0542                         *CURRENT SURVEY CONTROL
 ER0542  ___________________________________________________________________
 ER0542* NAD 83(1992)-  34 42 31.13832(N)    109 45 41.29419(W)     NO CHECK  
 ER0542* NAVD 88     -      1714.8    (meters)    5626.     (feet)  VERTCON   
 ER0542  ___________________________________________________________________
 ER0542  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 ER0542  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ER0542  HORZ ORDER  -  SECOND
 ER0542
 ER0542.The horizontal coordinates were established by classical geodetic methods
 ER0542.and adjusted by the National Geodetic Survey in August 1993.
 ER0542.No horizontal observational check was made to the station.
 ER0542
 ER0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0542
 ER0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0542
 ER0542.The geoid height was determined by GEOID03.
 ER0542
 ER0542;                    North         East     Units Scale Factor Converg.
 ER0542;SPC AZ E     -   411,330.368   250,476.636   MT  0.99991697   +0 13 50.6
 ER0542;SPC AZ E     - 1,349,509.08    821,773.74   iFT  0.99991697   +0 13 50.6
 ER0542;UTM  12      - 3,841,432.260   613,420.119   MT  0.99975855   +0 42 19.1
 ER0542
 ER0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0542!SPC AZ E     -   0.99973465  x   0.99991697  =   0.99965164
 ER0542!UTM  12      -   0.99973465  x   0.99975855  =   0.99949326
 ER0542
 ER0542                          SUPERSEDED SURVEY CONTROL
 ER0542
 ER0542  NAD 83(1986)-  34 42 31.13056(N)    109 45 41.30327(W) AD(       ) 2
 ER0542  NAD 27      -  34 42 31.00977(N)    109 45 38.90687(W) AD(       ) 2
 ER0542  NGVD 29 (07/19/86) 1714.0    (m)         5623.     (f) VERT ANG    3  
 ER0542
 ER0542.Superseded values are not recommended for survey control.
 ER0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0542.See file dsdata.txt to determine how the superseded data were derived.
 ER0542
 ER0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1342041432(NAD 83)
 ER0542_MARKER: DS = TRIANGULATION STATION DISK
 ER0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0542+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2007
 ER0542
 ER0542  HISTORY     - Date     Condition        Report By
 ER0542  HISTORY     - 1968     MONUMENTED       AZHD
 ER0542  HISTORY     - 20070610 GOOD             GEOCAC
 ER0542
 ER0542                          STATION DESCRIPTION
 ER0542
 ER0542'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 ER0542'THE STATION IS LOCATED ABOUT 26 MILES SOUTHEAST OF HOLBROOK,
 ER0542'20 MILES NORTH-NORTHWEST OF CONCHO, ON U.S. HIGHWAY 180 AT THE
 ER0542'POINT WHERE THE HIGHWAY CROSSES THE DIVIDE BETWEEN MILKY WASH
 ER0542'AND BEAVERDAM CREEK, NEAR THE LINE BETWEEN SECTIONS 11 AND 12,
 ER0542'T 15 N, R 24 E., 9.2 MILES SOUTHEAST ALONG THE HIGHWAY FROM
 ER0542'RANGER STATION IN THE PETRIFIED FOREST NATIONAL MONUMENT, 3.2
 ER0542'MILES SOUTHEAST OF MILKY WASH, ON THE CREST OF GRADE.
 ER0542'
 ER0542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND
 ER0542'66 IN HOLBROOK, GO SOUTHEAST ON HIGHWAY 180 FOR 28.6 MILES
 ER0542'(9.6 MILES PAST THE RANGER STATION AT THE JUNCTION OF HIGHWAYS
 ER0542'180 AND A-63 IN THE PETRIFIED NATIONAL FOREST) TO CREST OF
 ER0542'GRADE AND STATION ON THE RIGHT AS DESCRIBED.
 ER0542'
 ER0542'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 2 1968 AND
 ER0542'IS SET IN THE TOP OF A 12-INCH CIRCULAR CONCRETE MONUMENT
 ER0542'PROJECTING 6 INCHES.  IT IS 112 FEET NORTHWEST OF RIGHT-OF-WAY
 ER0542'POST 399+03.8, 103.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ER0542'HIGHWAY AND 3.5 FEET SOUTHWEST OF THE NEW SOUTHWEST RIGHT-OF-WAY
 ER0542'FENCE.
 ER0542'
 ER0542'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAVER NO 3 1968
 ER0542'AND IS 2 FEET SOUTHWEST OF THE NEW SOUTHWEST RIGHT-OF-WAY FENCE.
 ER0542'
 ER0542'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEAVER NO 4 1968
 ER0542'AND IS 2 FEET SOUTHWEST OF THE NEW SOUTHWEST RIGHT-OF-WAY
 ER0542'FENCE.
 ER0542'
 ER0542'(DATA FROM ORIGINAL 1936 DESCRIPTION)
 ER0542'
 ER0542'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST BY EAST OF
 ER0542'THE STATION, ON THE OLD HIGHWAY GRADE, AT CREST OF RISE, 15
 ER0542'FEET NORTHEAST OF THE CENTER OF THE ROAD.  TO REACH THE AZIMUTH
 ER0542'MARK FROM THE STATION, GO NORTHWEST ON U.S. HIGHWAY 180 (260
 ER0542'IN ORIGINAL DESCRIPTION) FOR 0.6 MILE, TURN RIGHT THROUGH WIRE
 ER0542'GATE, THENCE NORTHEAST ON TRACK ROAD FOR 0.5 MILE AND TURN RIGHT
 ER0542'ON HIGHWAY GRADE, THENCE 1.05 MILES CREST OF RISE AND THE MARK
 ER0542'ON THE LEFT.
 ER0542
 ER0542                          STATION RECOVERY (2007)
 ER0542
 ER0542'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 ER0542'MARKER AS WELL AS RM 3 AND RM 4 WERE RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0168 ***********************************************************************
 GQ0168  DESIGNATION -  BEAVER RM 1
 GQ0168  PID         -  GQ0168
 GQ0168  STATE/COUNTY-  AZ/MOHAVE
 GQ0168  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0168
 GQ0168                         *CURRENT SURVEY CONTROL
 GQ0168  ___________________________________________________________________
 GQ0168* NAD 83(1986)-  36 54 53.     (N)    113 53 00.     (W)     SCALED    
 GQ0168* NAVD 88     -       588.337  (meters)    1930.24   (feet)  POSTED    
 GQ0168  ___________________________________________________________________
 GQ0168  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GQ0168  DYNAMIC HT  -         587.750 (meters)    1928.31  (feet)  COMP
 GQ0168  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 GQ0168
 GQ0168  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0168
 GQ0168.The horizontal coordinates were scaled from a topographic map and have
 GQ0168.an estimated accuracy of +/- 6 seconds.
 GQ0168
 GQ0168.The orthometric height was determined by differential leveling
 GQ0168.and adjusted by the  in 1992.
 GQ0168.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0168.rate of 1.1 thru 2.0 mm/km.
 GQ0168
 GQ0168.The geoid height was determined by GEOID03.
 GQ0168
 GQ0168.The dynamic height is computed by dividing the NAVD 88
 GQ0168.geopotential number by the normal gravity value computed on the
 GQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0168.degrees latitude (g = 980.6199 gals.).
 GQ0168
 GQ0168.The modeled gravity was interpolated from observed gravity values.
 GQ0168
 GQ0168;                    North         East    Units  Estimated Accuracy
 GQ0168;SPC AZ W     -   656,040.      201,480.      MT  (+/- 180 meters Scaled)
 GQ0168
 GQ0168                          SUPERSEDED SURVEY CONTROL
 GQ0168
 GQ0168  NGVD 29 (??/??/92)  587.582  (m)         1927.76   (f) ADJ UNCH    2 0
 GQ0168
 GQ0168.Superseded values are not recommended for survey control.
 GQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0168.See file dsdata.txt to determine how the superseded data were derived.
 GQ0168
 GQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF431892(NAD 83)
 GQ0168_MARKER: DR = REFERENCE MARK DISK
 GQ0168_SETTING: 0 = UNSPECIFIED SETTING
 GQ0168_STAMPING: BEAVER NO 1 1960
 GQ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0168
 GQ0168  HISTORY     - Date     Condition        Report By
 GQ0168  HISTORY     - 1960     MONUMENTED       CGS
 GQ0168  HISTORY     - 1982     GOOD             NGS
 GQ0168
 GQ0168                          STATION DESCRIPTION
 GQ0168
 GQ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0168'3.55 MI NE FROM LITTLEFIELD.
 GQ0168'0.05 MILE NORTH OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0168'BLACKTOP ROAD, THENCE 0.45 MILE NORTHEAST ON TRACK ROAD TO THE VIRGIN
 GQ0168'RIVER.  CROSS RIVER AND GO 0.65 MILE NORTHEAST ON TRACK ROAD TO A
 GQ0168'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHEAST ON TRACK ROAD FOR
 GQ0168'2.4 MILES TO A Y FORK.  TAKE LEFT FORK AND GO 0.05 MILE NORTH ON TRACK
 GQ0168'ROAD.  MARK IS 30 FEET SOUTH OF SOUTH BANK OF VIRGIN RIVER.
 GQ0168
 GQ0168                          STATION RECOVERY (1982)
 GQ0168
 GQ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0168'SET IN TOP OF A 1.5 X 1.5 LIMESTONE BOULDER PROJECTING 0.5 ABOVE THE
 GQ0168'GROUND. 257.5 M 845.0 FT) NORTHWEST CENTERLINE OF THE SOUTH BOUND HWY
 GQ0168'LANES, 31.4 M (103.0 FT) NORTHEAST OF RM 2, 27.4 M (90.0 FT)
 GQ0168'SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST BANK OF THE 26.6 M (87.5
 GQ0168'FT) NORTH OF THE STAION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0166 ***********************************************************************
 GQ0166  DESIGNATION -  BEAVER RM 2
 GQ0166  PID         -  GQ0166
 GQ0166  STATE/COUNTY-  AZ/MOHAVE
 GQ0166  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0166
 GQ0166                         *CURRENT SURVEY CONTROL
 GQ0166  ___________________________________________________________________
 GQ0166* NAD 83(1986)-  36 54 53.     (N)    113 53 00.     (W)     SCALED    
 GQ0166* NAVD 88     -       588.593  (meters)    1931.08   (feet)  POSTED    
 GQ0166  ___________________________________________________________________
 GQ0166  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GQ0166  DYNAMIC HT  -         588.010 (meters)    1929.16  (feet)  COMP
 GQ0166  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 GQ0166
 GQ0166  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0166
 GQ0166.The horizontal coordinates were scaled from a topographic map and have
 GQ0166.an estimated accuracy of +/- 6 seconds.
 GQ0166
 GQ0166.The orthometric height was determined by differential leveling
 GQ0166.and adjusted by the  in 1992.
 GQ0166.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0166.rate of 0.0 thru 1.0 mm/km.
 GQ0166
 GQ0166.The geoid height was determined by GEOID03.
 GQ0166
 GQ0166.The dynamic height is computed by dividing the NAVD 88
 GQ0166.geopotential number by the normal gravity value computed on the
 GQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0166.degrees latitude (g = 980.6199 gals.).
 GQ0166
 GQ0166.The modeled gravity was interpolated from observed gravity values.
 GQ0166
 GQ0166;                    North         East    Units  Estimated Accuracy
 GQ0166;SPC AZ W     -   656,040.      201,480.      MT  (+/- 180 meters Scaled)
 GQ0166
 GQ0166                          SUPERSEDED SURVEY CONTROL
 GQ0166
 GQ0166  NGVD 29 (??/??/92)  587.838  (m)         1928.60   (f) ADJ UNCH    2 0
 GQ0166
 GQ0166.Superseded values are not recommended for survey control.
 GQ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0166.See file dsdata.txt to determine how the superseded data were derived.
 GQ0166
 GQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF431892(NAD 83)
 GQ0166_MARKER: DR = REFERENCE MARK DISK
 GQ0166_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0166_SP_SET: BEDROCK
 GQ0166_STAMPING: BEAVER NO 2 1960
 GQ0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0166+STABILITY: POSITION/ELEVATION WELL
 GQ0166
 GQ0166  HISTORY     - Date     Condition        Report By
 GQ0166  HISTORY     - 1960     MONUMENTED       CGS
 GQ0166  HISTORY     - 1982     GOOD             NGS
 GQ0166
 GQ0166                          STATION DESCRIPTION
 GQ0166
 GQ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0166'3.55 MI NE FROM LITTLEFIELD.
 GQ0166'0.05 MILE NORTH OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0166'BLACKTOP ROAD, THENCE 0.45 MILE NORTHEAST ON TRACK ROAD TO THE VIRGIN
 GQ0166'RIVER.  CROSS RIVER AND GO 0.65 MILE NORTHEAST ON TRACK ROAD TO A
 GQ0166'GATE.  PASS THROUGH GATE AND CONTINUE NORTHEAST ON TRACK ROAD FOR 2.4
 GQ0166'MILES TO A Y FORK.  TAKE LEFT FORK AND GO 0.05 MILE NORTH ON TRACK
 GQ0166'ROAD TO THE MARK, 90 FEET SOUTH OF SOUTH BANK OF THE VIRGIN RIVER, SET
 GQ0166'IN A DRILL HOLE IN BEDROCK.
 GQ0166
 GQ0166                          STATION RECOVERY (1982)
 GQ0166
 GQ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0166'IN TOP OF THE HIGHEST POINT OF A 1 X 1 BLACK BOLCANIC BOULDER
 GQ0166'PROJECTING 0.5 FT, 255.4 M (838.0 FT) NORTHWEST CENTERLINE OF THE
 GQ0166'SOUTH BOUND HWY. LANES, 31.4 M (103.0 FT) NORTHEAST OF RM 1, 9.1 M
 GQ0166'(30.0 FT) SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST BANK OF THE 11.6
 GQ0166'M (38.0 FT) WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0482 ***********************************************************************
 ER0482  DESIGNATION -  BECK
 ER0482  PID         -  ER0482
 ER0482  STATE/COUNTY-  AZ/APACHE
 ER0482  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0482
 ER0482                         *CURRENT SURVEY CONTROL
 ER0482  ___________________________________________________________________
 ER0482* NAD 83(1992)-  34 10 10.12842(N)    109 18 52.53049(W)     ADJUSTED  
 ER0482* NAVD 88     -      2145.0    (meters)    7037.     (feet)  VERTCON   
 ER0482  ___________________________________________________________________
 ER0482  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 ER0482  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 ER0482  HORZ ORDER  -  SECOND
 ER0482
 ER0482.The horizontal coordinates were established by classical geodetic methods
 ER0482.and adjusted by the National Geodetic Survey in August 1993.
 ER0482
 ER0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0482
 ER0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0482
 ER0482.The geoid height was determined by GEOID03.
 ER0482
 ER0482;                    North         East     Units Scale Factor Converg.
 ER0482;SPC AZ E     -   351,779.449   291,915.297   MT  0.99997604   +0 28 42.9
 ER0482;SPC AZ E     - 1,154,132.05    957,727.35   iFT  0.99997604   +0 28 42.9
 ER0482;UTM  12      - 3,782,231.302   655,342.343   MT  0.99989747   +0 56 48.4
 ER0482
 ER0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0482!SPC AZ E     -   0.99966693  x   0.99997604  =   0.99964298
 ER0482!UTM  12      -   0.99966693  x   0.99989747  =   0.99956444
 ER0482
 ER0482:                Primary Azimuth Mark                     Grid Az
 ER0482:SPC AZ E     -  STATE                                    087 52 37.8
 ER0482:UTM  12      -  STATE                                    087 24 32.3
 ER0482
 ER0482|---------------------------------------------------------------------|
 ER0482| PID    Reference Object                     Distance      Geod. Az  |
 ER0482|                                                           dddmmss.s |
 ER0482| ER0475 STATE                               APPROX. 7.2 KM 0882120.7 |
 ER0482| CD1576 BECK RM 1                             9.588 METERS 16032     |
 ER0482| CD1577 BECK RM 2                            18.660 METERS 22631     |
 ER0482|---------------------------------------------------------------------|
 ER0482
 ER0482                          SUPERSEDED SURVEY CONTROL
 ER0482
 ER0482  NAD 83(1986)-  34 10 10.12697(N)    109 18 52.53680(W) AD(       ) 2
 ER0482  NAD 27      -  34 10 09.96225(N)    109 18 50.22387(W) AD(       ) 2
 ER0482  NGVD 29 (07/19/86) 2144.1    (m)         7034.     (f) VERT ANG    3  
 ER0482
 ER0482.Superseded values are not recommended for survey control.
 ER0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0482.See file dsdata.txt to determine how the superseded data were derived.
 ER0482
 ER0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5534282231(NAD 83)
 ER0482_MARKER: DD = SURVEY DISK
 ER0482_SETTING: 80 = SET IN A BOULDER
 ER0482_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0482+STABILITY: SURFACE MOTION
 ER0482
 ER0482  HISTORY     - Date     Condition        Report By
 ER0482  HISTORY     - 1978     MONUMENTED       AZDT
 ER0482
 ER0482                          STATION DESCRIPTION
 ER0482
 ER0482'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0482'THE STATION IS ABOUT 2 MILES NORTHWEST OF SPRINGERVILLE ALONG THE
 ER0482'SOUTH SIDE OF U.S. HWY. 60 ON A LOW HILL.
 ER0482'
 ER0482'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---BECK 1978---
 ER0482'EPOXIED IN A DRILL HOLE IN A ROCK AND MARKED BY A WITNESS POST AND
 ER0482'SIGN 4.7 FEET TO THE SOUTHEAST.
 ER0482'
 ER0482'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BECK R.M. 1
 ER0482'1978---EPOXIED TO A ROCK.
 ER0482'
 ER0482'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BECK R.M. 2
 ER0482'1978---EPOXIED TO A ROCK.
 ER0482'
 ER0482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180-666 AND 60,
 ER0482'5 MILES WEST OF SPRINGERVILLE, TRAVEL EAST ON HWY. 60 FOR 0.3 MILE TO
 ER0482'MILE POST 384.81 AND STATION ON THE RIGHT, ABOUT 500 FEET SOUTH OF
 ER0482'HWY. CENTERLINE ON A LOW HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1277 ***********************************************************************
 DV1277  DESIGNATION -  BED ROCK 1
 DV1277  PID         -  DV1277
 DV1277  STATE/COUNTY-  AZ/MARICOPA
 DV1277  USGS QUAD   -  WHITE TANK MTS (1971)
 DV1277
 DV1277                         *CURRENT SURVEY CONTROL
 DV1277  ___________________________________________________________________
 DV1277* NAD 83(2007)-  33 33 00.95264(N)    112 30 51.52082(W)     ADJUSTED  
 DV1277* NAVD 88     -       462.377  (meters)    1516.98   (feet)  ADJUSTED  
 DV1277  ___________________________________________________________________
 DV1277  EPOCH DATE  -        2007.00
 DV1277  X           -  -2,037,620.689 (meters)                     COMP
 DV1277  Y           -  -4,915,778.221 (meters)                     COMP
 DV1277  Z           -   3,505,220.795 (meters)                     COMP
 DV1277  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 DV1277  ELLIP HEIGHT-         432.282 (meters)          (02/10/07) ADJUSTED
 DV1277  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV1277  DYNAMIC HT  -         461.845 (meters)    1515.24  (feet)  COMP
 DV1277
 DV1277  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1277  Type    PID    Designation                      North   East  Ellip
 DV1277  -------------------------------------------------------------------
 DV1277  NETWORK DV1277 BED ROCK 1                        0.41   0.35   0.90
 DV1277  -------------------------------------------------------------------
 DV1277  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DV1277
 DV1277  VERT ORDER  -  FIRST     CLASS II
 DV1277
 DV1277.The horizontal coordinates were established by GPS observations
 DV1277.and adjusted by the National Geodetic Survey in February 2007.
 DV1277
 DV1277.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1277.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1277.The horizontal coordinates are valid at the epoch date displayed above.
 DV1277.The epoch date for horizontal control is a decimal equivalence
 DV1277.of Year/Month/Day.
 DV1277
 DV1277.The orthometric height was determined by differential leveling
 DV1277.and adjusted in June 1991.
 DV1277
 DV1277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1277
 DV1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1277
 DV1277.The ellipsoidal height was determined by GPS observations
 DV1277.and is referenced to NAD 83.
 DV1277
 DV1277.The geoid height was determined by GEOID03.
 DV1277
 DV1277.The dynamic height is computed by dividing the NAVD 88
 DV1277.geopotential number by the normal gravity value computed on the
 DV1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1277.degrees latitude (g = 980.6199 gals.).
 DV1277
 DV1277.The modeled gravity was interpolated from observed gravity values.
 DV1277
 DV1277;                    North         East     Units Scale Factor Converg.
 DV1277;SPC AZ C     -   282,934.909   157,862.610   MT  0.99993796   -0 19 49.1
 DV1277;SPC AZ C     -   928,264.14    517,921.95   iFT  0.99993796   -0 19 49.1
 DV1277;UTM  12      - 3,713,318.911   359,417.551   MT  0.99984365   -0 50 13.4
 DV1277
 DV1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1277!SPC AZ C     -   0.99993214  x   0.99993796  =   0.99987010
 DV1277!UTM  12      -   0.99993214  x   0.99984365  =   0.99977580
 DV1277
 DV1277                          SUPERSEDED SURVEY CONTROL
 DV1277
 DV1277  NAD 83(1992)-  33 33 00.95187(N)    112 30 51.52030(W) AD(       ) A
 DV1277  ELLIP H (01/27/00)  432.303  (m)                       GP(       ) 1 1
 DV1277  NAVD 88 (01/27/00)  462.38   (m)         1517.0    (f) LEVELING    3  
 DV1277
 DV1277.Superseded values are not recommended for survey control.
 DV1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1277.See file dsdata.txt to determine how the superseded data were derived.
 DV1277
 DV1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5941813319(NAD 83)
 DV1277_MARKER: DB = BENCH MARK DISK
 DV1277_SETTING: 66 = SET IN ROCK OUTCROP
 DV1277_SP_SET: ROCK OUTCROP
 DV1277_STAMPING: BED ROCK 1 USGS
 DV1277_MARK LOGO: USGS  
 DV1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1277+STABILITY: POSITION/ELEVATION WELL
 DV1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1277+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2008
 DV1277
 DV1277  HISTORY     - Date     Condition        Report By
 DV1277  HISTORY     - UNK      MONUMENTED       USGS
 DV1277  HISTORY     - 1981     GOOD             NGS
 DV1277  HISTORY     - 19981006 GOOD             AZ-013
 DV1277  HISTORY     - 20000310 GOOD             MCDOT
 DV1277  HISTORY     - 20060602 GOOD             EVANS
 DV1277  HISTORY     - 20061101 GOOD             EVANS
 DV1277  HISTORY     - 20070305 GOOD             MCDOT
 DV1277  HISTORY     - 20080427 GOOD             GEOCAC
 DV1277  HISTORY     - 20080801 GOOD             SURPGS
 DV1277
 DV1277                          STATION DESCRIPTION
 DV1277
 DV1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1277'27.4 KM (17.0 MI) NW FROM GOODYEAR.
 DV1277'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1277'THENCE 6.5 KM (4.0 MI) NORTH ALONG PERRYVILLE ROAD, THENCE 0.8 KM
 DV1277'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 6.5 KM (4.0 MI) NORTH
 DV1277'ALONG CANAL ROAD, THENCE 1.1 KM (0.7 MI) WEST ALONG A DIRT ROAD
 DV1277'PARALLELING A POWER LINE, THENCE 2.8 KM (1.75 MI) WEST ALONG THE SOUTH
 DV1277'ONE OF TWO DIRT ROADS, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A DIRT
 DV1277'ROAD, ON THE NORTHEAST SLOPE OF A RIDGE TO THE NORTH, A 1-INCH SURVEY
 DV1277'DISK CEMENTED IN TOP OF A ROCK OUTCROP, 66 METERS (216.7 FT) WEST OF
 DV1277'THE CENTERLINE OF THE ROAD, 54.5 METERS (179 FT) WEST OF BENCH MARK
 DV1277'N 475, 10.4 METERS (34 FT) SOUTH-SOUTHEAST OF THE NORTH END OF THE
 DV1277'OUTCROP, 1 METER (3.5 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 DV1277'THE MARK IS 10 M ABOVE THE ROAD.
 DV1277
 DV1277                          STATION RECOVERY (1998)
 DV1277
 DV1277'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1277'GENERAL STATION LOCATION IS 30 MI (48.3 KM) WEST OF PHOENIX, ARIZONA.
 DV1277'RECOVERED AS DESCRIBED.
 DV1277
 DV1277                          STATION RECOVERY (2000)
 DV1277
 DV1277'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1277'STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTHWEST OF THE CITY
 DV1277'OF SURPRISE INSIDE THE CASE PROVING GROUNDS, TOWNSHIP 2 NORTH, RANGE 2
 DV1277'WEST, SECTION 6
 DV1277'OWNERSHIP - PRIVATE
 DV1277'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND COTTON LANE,
 DV1277'DRIVE NORTH ON COTTON LANE 6 MI (9.7 KM) TO NORTHERN AVENUE, THENCE
 DV1277'TURN LEFT (WEST) ON NORTHERN AVENUE AND DRIVE 2.1 MI (3.4 KM) TO END
 DV1277'OF PAVEMENT, THENCE CONTINUE WESTBOUND ON NORTHERN AVENUE FOR 0.45 MI
 DV1277'(0.72 KM) TO THE MAIN GATE OF THE CASE PROVING GROUNDS, THENCE
 DV1277'CONTINUE THROUGH GATE AND DRIVE 0.43 MI (0.69 KM) TO A SECOND GATE,
 DV1277'THENCE CONTINUE THROUGH GATE AND DRIVE 0.43 MI (0.69 KM) TO A THIRD
 DV1277'GATE (NOTE THAT THE ROAD WILL FIRST CURVE TO THE SOUTH THEN PROCEED
 DV1277'BACK TOWARDS THE MAIN COMPLEX, DO NOT DRIVE THROUGH MAIN THE COMPLEX
 DV1277'AREA, CONTINUE WESTBOUND TO THIRD GATE) , THENCE CONTINUE THROUGH GATE
 DV1277'AND DRIVE 0.80 MI (1.29 KM) TO A FOURTH GATE, THENCE CONTINUE THROUGH
 DV1277'GATE AND DRIVE 1.0 MI (1.6 KM) TO A DIRT ROAD, THENCE DRIVE SOUTH ON
 DV1277'DIRT ROAD 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT (WEST) AT THE
 DV1277'TOP OF THE HILL
 DV1277'MONUMENT DESCRIPTION - AS PREVIOUSLY DESCRIBED
 DV1277'STATION TIES - NONE AVAILABLE
 DV1277'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DV1277'VISIT-WWW.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DV1277
 DV1277                          STATION RECOVERY (2006)
 DV1277
 DV1277'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JT)
 DV1277'RECOVERED AS DESCRIBED
 DV1277
 DV1277                          STATION RECOVERY (2006)
 DV1277
 DV1277'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 DV1277'RECOVERED AS DESCRIBED.
 DV1277
 DV1277                          STATION RECOVERY (2007)
 DV1277
 DV1277'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 DV1277'GOOD CONDITION.
 DV1277' 
 DV1277
 DV1277                          STATION RECOVERY (2008)
 DV1277
 DV1277'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1277'RECOVERED IN GOOD CONDITION.
 DV1277
 DV1277                          STATION RECOVERY (2008)
 DV1277
 DV1277'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 DV1277'AFTER PASSING THROUGH SECOND GATE IN THE MCDOT 2000 DESCRIPTION ABOVE,
 DV1277'TRAVEL ON ROAD TO SOUTH TO THE MAIN COMPLEX.  CHECK IN AT THE OFFICE
 DV1277'TO HAVE THE REMAINING GATES UNLOCKED AND TO BE ESCORTED ACROSS THE
 DV1277'PRIVATE PROPERTY.
 DV1277'CNH OFFICE ADDRESS IS 19501 W NORTHERN AVE, PO BOX 510, WADDELL, AZ
 DV1277'85355.  PHONE NUMBER IS 623-935-9091. HOURS OF OPERATION ARE MONDAY
 DV1277'FRIDAY TYPICALLY, FROM ABOUT 0600   1500 LOCAL TIME.  CALL AHEAD OF
 DV1277'TIME TO ARRANGE ENTRY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0247 ***********************************************************************
 ET0247  DESIGNATION -  BEE
 ET0247  PID         -  ET0247
 ET0247  STATE/COUNTY-  AZ/YAVAPAI
 ET0247  USGS QUAD   -  BUMBLE BEE (1969)
 ET0247
 ET0247                         *CURRENT SURVEY CONTROL
 ET0247  ___________________________________________________________________
 ET0247* NAD 83(1992)-  34 12 07.86889(N)    112 07 53.57774(W)     ADJUSTED  
 ET0247* NAVD 88     -      1043.64   (+/-2cm)    3424.0    (feet)  VERTCON   
 ET0247  ___________________________________________________________________
 ET0247  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 ET0247  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 ET0247  HORZ ORDER  -  SECOND
 ET0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0247
 ET0247.The horizontal coordinates were established by classical geodetic methods
 ET0247.and adjusted by the National Geodetic Survey in August 1993.
 ET0247
 ET0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0247.The vertical order pertains to the NGVD 29 superseded value.
 ET0247
 ET0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0247
 ET0247.The geoid height was determined by GEOID03.
 ET0247
 ET0247;                    North         East     Units Scale Factor Converg.
 ET0247;SPC AZ C     -   355,099.782   193,557.228   MT  0.99990483   -0 07 14.8
 ET0247;SPC AZ C     - 1,165,025.53    635,030.28   iFT  0.99990483   -0 07 14.8
 ET0247;UTM  12      - 3,785,153.013   395,749.580   MT  0.99973397   -0 38 10.0
 ET0247
 ET0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0247!SPC AZ C     -   0.99984050  x   0.99990483  =   0.99974535
 ET0247!UTM  12      -   0.99984050  x   0.99973397  =   0.99957451
 ET0247
 ET0247:                Primary Azimuth Mark                     Grid Az
 ET0247:SPC AZ C     -  CURVE                                    054 15 50.4
 ET0247:UTM  12      -  CURVE                                    054 46 45.6
 ET0247
 ET0247|---------------------------------------------------------------------|
 ET0247| PID    Reference Object                     Distance      Geod. Az  |
 ET0247|                                                           dddmmss.s |
 ET0247| ET0921 CURVE                               APPROX. 5.3 KM 0540835.6 |
 ET0247| ET0246 BEE RM 1                              6.961 METERS 11325     |
 ET0247| ET0248 BEE RM 2                              8.019 METERS 22620     |
 ET0247|---------------------------------------------------------------------|
 ET0247
 ET0247                          SUPERSEDED SURVEY CONTROL
 ET0247
 ET0247  NAD 83(1986)-  34 12 07.86364(N)    112 07 53.57841(W) AD(       ) 2
 ET0247  NAD 27      -  34 12 07.74440(N)    112 07 51.00950(W) AD(       ) 2
 ET0247  NGVD 29 (??/??/92) 1042.995  (m)         3421.89   (f) ADJ UNCH    2 0
 ET0247
 ET0247.Superseded values are not recommended for survey control.
 ET0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0247.See file dsdata.txt to determine how the superseded data were derived.
 ET0247
 ET0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9575085153(NAD 83)
 ET0247_MARKER: DD = SURVEY DISK
 ET0247_SETTING: 80 = SET IN A BOULDER
 ET0247_SP_SET: BOULDER
 ET0247_STAMPING: BEE 1945
 ET0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0247+STABILITY: SURFACE MOTION
 ET0247
 ET0247  HISTORY     - Date     Condition        Report By
 ET0247  HISTORY     - 1959     MONUMENTED       CGS
 ET0247  HISTORY     - 1959     GOOD             NGS
 ET0247
 ET0247                          STATION DESCRIPTION
 ET0247
 ET0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0247'THE STATION IS LOCATED ON THE WEST END OF A RIDGE OVERLOOKING
 ET0247'THE AGUA FRIA RIVER, ABOUT 10 MILES NORTH OF THE POST OFFICE
 ET0247'AT BLACK CANYON, 1 MILE EAST OF BUMBLE BEE, 1 MILE NORTH
 ET0247'OF SUNSET POINT REST STOP AND 0.2 MILE WEST OF STATE HIGHWAY
 ET0247'69.
 ET0247'
 ET0247'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0247'GO NORTH ON STATE HIGHWAY 69 FOR 8.6 MILES TO SUNSET POINT
 ET0247'REST STOP ON THE LEFT, CONTINUE NORTH ON THE HIGHWAY FOR
 ET0247'1.1 MILES (THIS IS 0.1 MILE SOUTH OF HIGHWAY MILE POST 258).
 ET0247'FROM HERE PACK WEST ACROSS COUNTRY FOR 0.2 MILE TO THE WEST
 ET0247'END OF RIDGE AND THE STATION.
 ET0247'
 ET0247'THE STATION MARK, STAMPED BEE 1945 IS A STANDARD U.S. FOREST
 ET0247'SERVICE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ET0247'PROJECTS 1 FOOT AND IS 5.8 FEET WEST OF A WITNESS POST.
 ET0247'
 ET0247'REFERENCE MARK NO. 1, STAMPED BEE USFS NO 1 1958 IS A STANDARD
 ET0247'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0247'8 INCHES AND IS 17.5 FEET SOUTHEAST OF A WITNESS POST.
 ET0247'
 ET0247'REFERENCE MARK NO. 2, STAMPED BEE USFS NO 2 1958 IS A
 ET0247'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ET0247'PROJECTS 6 INCHES AND IS 31.1 FEET SOUTHWEST OF A WITNESS
 ET0247'POST.
 ET0247'
 ET0247'TRIANGULATION STATION CURVE CAN BE USED FOR AN AZIMUTH MARK.
 ET0247
 ET0247                          STATION RECOVERY (1959)
 ET0247
 ET0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0247'9.7 MI N FROM BLACK CANYON.
 ET0247'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0247'CANYON, 1.0 MILE NORTH OF SUNSET POINT, 0.1 MILE SOUTH OF MILEPOST
 ET0247'NUMBER 258, THENCE GO WEST 0.2 MILE TO THE WEST EDGE OF THE RIDGE, 5.8
 ET0247'FEET WEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER
 ET0247'THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1336 ***********************************************************************
 DB1336  DESIGNATION -  BEE
 DB1336  PID         -  DB1336
 DB1336  STATE/COUNTY-  AZ/YUMA
 DB1336  USGS QUAD   -  YUMA EAST (1994)
 DB1336
 DB1336                         *CURRENT SURVEY CONTROL
 DB1336  ___________________________________________________________________
 DB1336* NAD 83(1992)-  32 43 47.01917(N)    114 36 55.21958(W)     ADJUSTED  
 DB1336* NAVD 88     -        57.5    (meters)     189.     (feet)  VERTCON   
 DB1336  ___________________________________________________________________
 DB1336  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1336  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1336  HORZ ORDER  -  SECOND
 DB1336
 DB1336.The horizontal coordinates were established by classical geodetic methods
 DB1336.and adjusted by the National Geodetic Survey in August 1993.
 DB1336
 DB1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1336
 DB1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1336
 DB1336.The geoid height was determined by GEOID03.
 DB1336
 DB1336;                    North         East     Units Scale Factor Converg.
 DB1336;SPC AZ W     -   192,118.345   132,249.768   MT  1.00001443   -0 28 04.4
 DB1336;SPC AZ W     -   630,309.53    433,890.31   iFT  1.00001443   -0 28 04.4
 DB1336;SPC CA 6     -   563,646.378 2,153,223.562   MT  1.00000935   +0 53 53.8
 DB1336;SPC CA 6     - 1,849,229.83  7,064,367.64   sFT  1.00000935   +0 53 53.8
 DB1336;UTM  11      - 3,623,840.416   723,468.824   MT  1.00021581   +1 17 23.5
 DB1336
 DB1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1336!SPC AZ W     -   0.99999627  x   1.00001443  =   1.00001070
 DB1336!SPC CA 6     -   0.99999627  x   1.00000935  =   1.00000562
 DB1336!UTM  11      -   0.99999627  x   1.00021581  =   1.00021208
 DB1336
 DB1336|---------------------------------------------------------------------|
 DB1336| PID    Reference Object                     Distance      Geod. Az  |
 DB1336|                                                           dddmmss.s |
 DB1336| DB1323 BOUNDARY PT 29 AZ CA                317.567 METERS 00615     |
 DB1336| CE9740 BOUNDARY PT 30 RM 1                   5.285 METERS 05732     |
 DB1336| DB1335 BOUNDARY PT 26 AZ CA                APPROX. 3.2 KM 0791232.2 |
 DB1336| CE9757 BEE RM 1                              9.750 METERS 16530     |
 DB1336| DB1353 MISSION                              80.920 METERS 21226     |
 DB1336| DB1343 BOUNDARY PT 31 AZ CA                 51.145 METERS 30152     |
 DB1336| DB1330 BOUNDARY PT 30 AZ CA                 33.161 METERS 32432     |
 DB1336| DB1338 BOUNDARY PT 30 RM                    28.830 METERS 33947     |
 DB1336|---------------------------------------------------------------------|
 DB1336
 DB1336                          SUPERSEDED SURVEY CONTROL
 DB1336
 DB1336  NAD 83(1986)-  32 43 47.03019(N)    114 36 55.22853(W) AD(       ) 2
 DB1336  NAD 27      -  32 43 46.86513(N)    114 36 52.39746(W) AD(       ) 2
 DB1336  NGVD 29 (07/19/86)   56.9    (m)          187.     (f) VERT ANG    3  
 DB1336
 DB1336.Superseded values are not recommended for survey control.
 DB1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1336.See file dsdata.txt to determine how the superseded data were derived.
 DB1336
 DB1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2346923840(NAD 83)
 DB1336_MARKER: DS = TRIANGULATION STATION DISK
 DB1336_SETTING: 80 = SET IN A BOULDER
 DB1336_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DB1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1336+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2009
 DB1336
 DB1336  HISTORY     - Date     Condition        Report By
 DB1336  HISTORY     - 1964     MONUMENTED       CGS
 DB1336  HISTORY     - 20070616 GOOD             GEOCAC
 DB1336  HISTORY     - 20090208 GOOD             GEOCAC
 DB1336
 DB1336                          STATION DESCRIPTION
 DB1336
 DB1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1336'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF YUMA, ON A
 DB1336'SMALL BLUFF ON THE NORTH SIDE OF THE COLORADO RIVER, 95
 DB1336'FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A RAILROAD
 DB1336'OVER PASS AND ABOUT 150 FEET NORTHEAST OF THE NORTHEAST CORNER
 DB1336'OF THE RAILROAD BRIDGE ACROSS THE RIVER.
 DB1336'
 DB1336'TO REACH THE STATION FROM THE YUMA CITY HALL, GO EAST ON
 DB1336'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1336'ON PENETENTIARY AVENUE 0.6 MILE TO A FORK AT THE NORTH END
 DB1336'OF THE COLORADO RIVER BRIDGE.  TAKE THE RIGHT FORK ACROSS
 DB1336'RAILROAD OVERPASS TO PATH ONTO GRAVEL BLUFF ON THE RIGHT AND
 DB1336'THE STATION NEAR THE HIGHEST POINT ON THE BLUFF.
 DB1336'
 DB1336'STATION MARK IS A STANDARD DISK STAMPED BEE 1964, CEMENTED
 DB1336'IN A DRILL HOLE IN A TRIANGULAR SHAPED BURIED BOULDER FLUSH
 DB1336'WITH THE SURFACE OF THE GROUND.  IT IS 6 FEET NORTH-NORTHEAST
 DB1336'OF THE TOP OF RAILROAD EMBANKMENT CUT.
 DB1336'
 DB1336'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEE NO 1 1964, IS
 DB1336'CEMENTED IN A DRILL HOLE IN A DEPRESSION IN DECOMPOSED BEDROCK
 DB1336'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 20.3
 DB1336'FEET SOUTHWEST OF AN IRON PIPE 2 FEET HIGH SET IN CONCRETE,
 DB1336'1 FOOT NORTHEAST OF TOP OF THE RAILROAD EMBANKMENT CUT, AND
 DB1336'THE SAME ELEVATION AS THE STATION.
 DB1336'
 DB1336'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED R.M. PT NO 30
 DB1336'R.M. 1 1964 (BLM), CEMENTED IN A DRILL HOLE IN A DEPRESSION
 DB1336'IN BEDROCK PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DB1336'IT IS ABOUT TWO FEET LOWER IN ELEVATION THAN THE STATION.
 DB1336'
 DB1336'NOTE--THE ARROW ON R.M. PT NO 30 R.M. 1 IS POINTED TOWARD
 DB1336'STATION PT NO 30 R.M.
 DB1336
 DB1336                          STATION RECOVERY (2007)
 DB1336
 DB1336'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1336'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 DB1336'DESCRIBED. DID NOT SEARCH FOR REFERENCE MARK 1.
 DB1336
 DB1336                          STATION RECOVERY (2009)
 DB1336
 DB1336'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1336'RECOVERED STATION BEE AND RM 2 IN GOOD CONDITION. RM 1 HAS BEEN
 DB1336'REMOVED BY VANDALS, ONLY SOME CEMENT REMAINS AT ITS LOCATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1959 ***********************************************************************
 DU1959  DESIGNATION -  BEE
 DU1959  PID         -  DU1959
 DU1959  STATE/COUNTY-  AZ/GRAHAM
 DU1959  USGS QUAD   -  DEWEY FLAT (1989)
 DU1959
 DU1959                         *CURRENT SURVEY CONTROL
 DU1959  ___________________________________________________________________
 DU1959* NAD 83(1992)-  33 11 41.65778(N)    110 18 11.30409(W)     ADJUSTED  
 DU1959* NAVD 88     -       811.4    (meters)    2662.     (feet)  VERTCON   
 DU1959  ___________________________________________________________________
 DU1959  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DU1959  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1959  HORZ ORDER  -  SECOND
 DU1959
 DU1959.The horizontal coordinates were established by classical geodetic methods
 DU1959.and adjusted by the National Geodetic Survey in August 1993.
 DU1959
 DU1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1959
 DU1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1959
 DU1959.The geoid height was determined by GEOID03.
 DU1959
 DU1959;                    North         East     Units Scale Factor Converg.
 DU1959;SPC AZ E     -   243,373.842   200,635.509   MT  0.99990200   -0 04 29.0
 DU1959;SPC AZ E     -   798,470.61    658,252.98   iFT  0.99990200   -0 04 29.0
 DU1959;UTM  12      - 3,673,110.731   564,954.895   MT  0.99965202   +0 22 53.5
 DU1959
 DU1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1959!SPC AZ E     -   0.99987691  x   0.99990200  =   0.99977892
 DU1959!UTM  12      -   0.99987691  x   0.99965202  =   0.99952897
 DU1959
 DU1959:                Primary Azimuth Mark                     Grid Az
 DU1959:SPC AZ E     -  MOUNT TURNBULL PEAK                      163 42 50.1
 DU1959:UTM  12      -  MOUNT TURNBULL PEAK                      163 15 27.6
 DU1959
 DU1959|---------------------------------------------------------------------|
 DU1959| PID    Reference Object                     Distance      Geod. Az  |
 DU1959|                                                           dddmmss.s |
 DU1959| DU1962 MOUNT TURNBULL PEAK                 APPROX.14.0 KM 1633821.1 |
 DU1959| CD1581 BEE AZ MK                                          1713344.5 |
 DU1959| CD1582 BEE RM 1                             11.556 METERS 19531     |
 DU1959| CD1583 BEE RM 2                              9.451 METERS 28953     |
 DU1959|---------------------------------------------------------------------|
 DU1959
 DU1959                          SUPERSEDED SURVEY CONTROL
 DU1959
 DU1959  NAD 83(1986)-  33 11 41.65356(N)    110 18 11.30489(W) AD(       ) 2
 DU1959  NAD 27      -  33 11 41.44400(N)    110 18 08.96700(W) AD(       ) 2
 DU1959  NGVD 29 (07/19/86)  810.8    (m)         2660.     (f) VERT ANG    3  
 DU1959
 DU1959.Superseded values are not recommended for survey control.
 DU1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1959.See file dsdata.txt to determine how the superseded data were derived.
 DU1959
 DU1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6495573111(NAD 83)
 DU1959_MARKER: DS = TRIANGULATION STATION DISK
 DU1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1959
 DU1959  HISTORY     - Date     Condition        Report By
 DU1959  HISTORY     - 1945     MONUMENTED       CGS
 DU1959  HISTORY     - 1967     GOOD             AMS
 DU1959
 DU1959                          STATION DESCRIPTION
 DU1959
 DU1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1959'STATION IS LOCATED 11-1/2 MILES (AIR LINE) WNW OF BYLAS, ABOUT
 DU1959'31 MILES ESE OF GLOBE, 8-1/2 MILES NNW OF MT. TURNBULL, AND 1/2
 DU1959'MILE S OF THE COOLIDGE RESERVOIR.  IT IS ON THE N END OF A RIDGE
 DU1959'JUST S OF U.S. HIGHWAY 70 AND ABOUT 50 FEET HIGHER THAN THE
 DU1959'HIGHWAY.
 DU1959'
 DU1959'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER COOLIDGE
 DU1959'DAM, GO E ON U.S. HIGHWAY 70 FOR 16.3 MILES TO A DIM TRACK ROAD
 DU1959'RIGHT (S) WHERE THE HIGHWAY GOES THROUGH A CUT.  (NOTE--THIS POINT
 DU1959'IS 0.2 MILE AFTER PASSING A CONCRETE HIGHWAY BRIDGE AND 0.5 MILE
 DU1959'BEFORE REACHING ANOTHER CONCRETE HIGHWAY BRIDGE).  TURN RIGHT OFF
 DU1959'THE HIGHWAY AND FOLLOW ROCKY ROAD UP THE RIDGE FOR 0.25 MILE TO
 DU1959'THE TOP OF THE RIDGE WHERE THERE ARE SEVERAL ROCK PILES.  TURN
 DU1959'SHARP LEFT HERE, MAKING A U TURN, AND FOLLOW DOWN THE RIDGE
 DU1959'FOR 0.2 MILE TO THE STATION.
 DU1959'
 DU1959'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1959'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  UNDERGROUND
 DU1959'MARK IS A BRONZE STATION DISK SET IN CONCRETE IN A DEPRESSION IN
 DU1959'BEDROCK.  STATION IS LOCATED ABOUT 200 FEET S OF U.S. HIGHWAY 70
 DU1959'AND ABOUT 50 FEET FROM THE NE END OF THE RIDGE.  IT IS 83.5 FEET
 DU1959'SSE OF A 1-1/2-INCH IRON PIPE PROJECTING ABOUT 2-1/2 FEET ABOVE THE
 DU1959'GROUND AND SUPPORTED BY A SMALL ROCK CAIRN AND 7.9 FEET W OF A
 DU1959'4- BY 4- INCH WHITE WITNESS POST.  STAMPED BEE 1945.
 DU1959'
 DU1959'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1959'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS
 DU1959'STAMPED BEE NO 1 1945.  IT IS LOCATED SSW OF THE STATION AND ABOUT
 DU1959'1 FOOT HIGHER.
 DU1959'
 DU1959'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1959'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS
 DU1959'STAMPED BEE NO 2 1945.  IT IS LOCATED WNW OF THE STATION AND ABOUT
 DU1959'2 FEET LOWER.
 DU1959'
 DU1959'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 DU1959'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1959'BEE 1945.  IT IS LOCATED S OF THE STATION ON ABOUT THE SAME LEVEL.
 DU1959'TO REACH IT FROM THE PILES OF STONES MENTIONED ABOVE, CONTINUE S
 DU1959'ON THE RIDGE FOR 0.5 MILE, THEN MAKE A LEFT U TURN FOR 0.2 MILE
 DU1959'TO THE MARK.  IT IS 4.2 FEET SW OF A 4- BY 4-INCH WHITE WITNESS
 DU1959'POST.
 DU1959
 DU1959                          STATION RECOVERY (1967)
 DU1959
 DU1959'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1959'STATION IS LOCATED APPROXIMATELY 13.0 AIRMILES (E) OF COOLIDGE DAM
 DU1959'AND APPROXIMATELY 11.5 AIRMILES (WNW) OF BYLAS ON THE (N) END
 DU1959'OF A SHORT RIDGE.
 DU1959'
 DU1959'TO REACH FROM CENTER OF COOLIDGE DAM PROCEED (E) ON OLD U.S. 70
 DU1959'16.3 MI TO A JEEP TRAIL ON RIGHT, JUST PAST A CUT, TURN RIGHT (S)
 DU1959'ON JEEP TRAIL UP GULLY TO RIDGE 0.25 MI TO DIM TRACKS LEFT AT
 DU1959'ROCK PILES, TURN LEFT (N) ALONG RIDGE 0.2 MI TO END OF TRUCK
 DU1959'TRAVEL AND STATION.
 DU1959'
 DU1959'STATION IS MARKED BY A STANDARD USC AND GS BRONZE DISK SET IN
 DU1959'8 IN X 8 IN CONCRETE MONUMENT WHICH PROTRUDES 3 IN ABOVE GROUND
 DU1959'STAMPED BEE 1945.
 DU1959'
 DU1959'R.M. 1 IS A STANDARD USC AND GS DISK SET IN A CONCRETE MONUMENT
 DU1959'PROJECTING 2 IN ABOVE THE GROUND STAMPED BEE NO 1 1945.  FROM
 DU1959'THE STATION IT IS (S) ON A MAG AZ OF 180 DEG AT A DISTANCE OF
 DU1959'37.91 FT AND A DE OF +1.36 FT.
 DU1959'
 DU1959'R.M. 2 IS A STANDARD USC AND GS DISK SET IN A CONCRETE MONUMENT
 DU1959'PROJECTING 1 IN ABOVE GROUND STAMPED BEE NO 2 1945.  FROM THE
 DU1959'STATION IT IS (W) ON A MAG AZ OF 275 DEG AT A DISTANCE OF 31.1 FT
 DU1959'AND A DE OF -1.57 FT.
 DU1959'
 DU1959'VIEW FROM 1.5M TRIPOD 360 DEG IS CLEAR.
 DU1959'
 DU1959'CONDITION OF ALL MARKS EXCELLENT.
 DU1959'
 DU1959'AZ MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2013 ***********************************************************************
 CZ2013  DESIGNATION -  BEE
 CZ2013  PID         -  CZ2013
 CZ2013  STATE/COUNTY-  AZ/PIMA
 CZ2013  USGS QUAD   -  SAND WELLS (1979)
 CZ2013
 CZ2013                         *CURRENT SURVEY CONTROL
 CZ2013  ___________________________________________________________________
 CZ2013* NAD 83(1992)-  32 13 57.60585(N)    111 57 40.70135(W)     ADJUSTED  
 CZ2013* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 CZ2013  ___________________________________________________________________
 CZ2013  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2013  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CZ2013  HORZ ORDER  -  SECOND
 CZ2013
 CZ2013.The horizontal coordinates were established by classical geodetic methods
 CZ2013.and adjusted by the National Geodetic Survey in August 1993.
 CZ2013
 CZ2013.The orthometric height was scaled from a topographic map.
 CZ2013
 CZ2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2013
 CZ2013.The geoid height was determined by GEOID03.
 CZ2013
 CZ2013;                    North         East     Units Scale Factor Converg.
 CZ2013;SPC AZ C     -   136,665.636   209,153.003   MT  0.99990022   -0 01 25.7
 CZ2013;SPC AZ C     -   448,378.07    686,197.52   iFT  0.99990022   -0 01 25.7
 CZ2013;UTM  12      - 3,566,630.966   409,427.713   MT  0.99970116   -0 30 45.9
 CZ2013
 CZ2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2013!SPC AZ C     -   0.99990943  x   0.99990022  =   0.99980965
 CZ2013!UTM  12      -   0.99990943  x   0.99970116  =   0.99961061
 CZ2013
 CZ2013|---------------------------------------------------------------------|
 CZ2013| PID    Reference Object                     Distance      Geod. Az  |
 CZ2013|                                                           dddmmss.s |
 CZ2013| CH4331 BEE RM 1                             11.492 METERS 07548     |
 CZ2013| CH4332 BEE RM 2                             10.985 METERS 33136     |
 CZ2013| CH4330 BEE AZ MK                                          3520151.0 |
 CZ2013|---------------------------------------------------------------------|
 CZ2013
 CZ2013                          SUPERSEDED SURVEY CONTROL
 CZ2013
 CZ2013  NAD 83(1986)-  32 13 57.59953(N)    111 57 40.70265(W) AD(       ) 2
 CZ2013  NAD 27      -  32 13 57.34500(N)    111 57 38.22100(W) AD(       ) 2
 CZ2013
 CZ2013.Superseded values are not recommended for survey control.
 CZ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2013.See file dsdata.txt to determine how the superseded data were derived.
 CZ2013
 CZ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0942866631(NAD 83)
 CZ2013_MARKER: DS = TRIANGULATION STATION DISK
 CZ2013_SETTING: 0 = UNSPECIFIED SETTING
 CZ2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2013+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 CZ2013
 CZ2013  HISTORY     - Date     Condition        Report By
 CZ2013  HISTORY     - 1936     MONUMENTED       CGS
 CZ2013  HISTORY     - 1975     GOOD             NGS
 CZ2013  HISTORY     - 20060310 GOOD             INDIV
 CZ2013  HISTORY     - 20060823 GOOD             TOHONO
 CZ2013
 CZ2013                          STATION DESCRIPTION
 CZ2013
 CZ2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2013'ABOUT 8 MILES SOUTHEAST OF SANTA ROSA INDIAN VILLAGE, 10-1/2
 CZ2013'MILES EAST AND 4-1/2 MILES NORTH OF COVERED WELLS, ON LOW,
 CZ2013'FLAT, BRUSH FLATS, 5.8 METERS SOUTHWEST OF THE CENTER LINE OF
 CZ2013'A TRACK ROAD ACROSS THE DESERT, AND 11.6 METERS SOUTHWEST
 CZ2013'OF A TRIANGLE BLAZE ON A SMALL TREE.  MARKED BY A STANDARD
 CZ2013'BRONZE DISK WHICH PROJECTS ABOUT 12 INCHES ABOVE
 CZ2013'THE GROUND.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ2013'DISK IS 11.492 METERS (37.70 FEET) FROM STATION
 CZ2013'N 75 DEG 49 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 CZ2013'BRONZE REFERENCE DISK IS 10.985 METERS (36.04
 CZ2013'FEET) FROM STATION N 28 DEG 24 MIN W.  THE AZIMUTH
 CZ2013'MARK, A STANDARD BRONZE DISK PROJECTING ABOUT
 CZ2013'8 INCHES ABOVE THE GROUND, IS ABOUT 100 YARDS NORTH OF
 CZ2013'THE TRACK ROAD, AND ABOUT 0.2 MILE FROM STATION
 CZ2013'N O7 DEG 58 MIN W.
 CZ2013
 CZ2013                          STATION RECOVERY (1975)
 CZ2013
 CZ2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (SLL)
 CZ2013'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CZ2013
 CZ2013                          STATION RECOVERY (2006)
 CZ2013
 CZ2013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JB)
 CZ2013'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  BEE RM1 AND BEE
 CZ2013'RM2 ALSO RECOVERED AND FOUND IN GOOD CONDITION
 CZ2013
 CZ2013                          STATION RECOVERY (2006)
 CZ2013
 CZ2013'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ2013'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0246 ***********************************************************************
 ET0246  DESIGNATION -  BEE RM 1
 ET0246  PID         -  ET0246
 ET0246  STATE/COUNTY-  AZ/YAVAPAI
 ET0246  USGS QUAD   -  BUMBLE BEE (1969)
 ET0246
 ET0246                         *CURRENT SURVEY CONTROL
 ET0246  ___________________________________________________________________
 ET0246* NAD 83(1986)-  34 12 07.     (N)    112 07 53.     (W)     SCALED    
 ET0246* NAVD 88     -      1043.66   (+/-2cm)    3424.1    (feet)  VERTCON   
 ET0246  ___________________________________________________________________
 ET0246  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 ET0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0246
 ET0246.The horizontal coordinates were scaled from a topographic map and have
 ET0246.an estimated accuracy of +/- 6 seconds.
 ET0246
 ET0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0246.The vertical order pertains to the NGVD 29 superseded value.
 ET0246
 ET0246.The geoid height was determined by GEOID03.
 ET0246
 ET0246;                    North         East    Units  Estimated Accuracy
 ET0246;SPC AZ C     -   355,070.      193,570.      MT  (+/- 180 meters Scaled)
 ET0246
 ET0246                          SUPERSEDED SURVEY CONTROL
 ET0246
 ET0246  NGVD 29 (??/??/92) 1043.011  (m)         3421.95   (f) ADJ UNCH    2 0
 ET0246
 ET0246.Superseded values are not recommended for survey control.
 ET0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0246.See file dsdata.txt to determine how the superseded data were derived.
 ET0246
 ET0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC957851(NAD 83)
 ET0246_MARKER: DR = REFERENCE MARK DISK
 ET0246_SETTING: 80 = SET IN A BOULDER
 ET0246_SP_SET: BOULDER
 ET0246_STAMPING: BEE USFS NO 1 1958
 ET0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0246+STABILITY: SURFACE MOTION
 ET0246
 ET0246  HISTORY     - Date     Condition        Report By
 ET0246  HISTORY     - 1958     MONUMENTED       CGS
 ET0246  HISTORY     - 1959     GOOD             NGS
 ET0246
 ET0246                          STATION DESCRIPTION
 ET0246
 ET0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0246'9.7 MI N FROM BLACK CANYON.
 ET0246'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0246'CANYON, 1.0 MILE NORTH OF SUNSET POINT, 0.1 MILE SOUTH OF MILEPOST
 ET0246'NUMBER 258, THENCE GO WEST 0.2 MILE TO THE WEST EDGE OF THE RIDGE,
 ET0246'17.5 FEET SOUTHWEST OF THE WITNESS POST CEMENTED IN A DRILL HOLE IN A
 ET0246'BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0248 ***********************************************************************
 ET0248  DESIGNATION -  BEE RM 2
 ET0248  PID         -  ET0248
 ET0248  STATE/COUNTY-  AZ/YAVAPAI
 ET0248  USGS QUAD   -  BUMBLE BEE (1969)
 ET0248
 ET0248                         *CURRENT SURVEY CONTROL
 ET0248  ___________________________________________________________________
 ET0248* NAD 83(1986)-  34 12 08.     (N)    112 07 53.     (W)     SCALED    
 ET0248* NAVD 88     -      1042.65   (+/-2cm)    3420.8    (feet)  VERTCON   
 ET0248  ___________________________________________________________________
 ET0248  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 ET0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0248
 ET0248.The horizontal coordinates were scaled from a topographic map and have
 ET0248.an estimated accuracy of +/- 6 seconds.
 ET0248
 ET0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0248.The vertical order pertains to the NGVD 29 superseded value.
 ET0248
 ET0248.The geoid height was determined by GEOID03.
 ET0248
 ET0248;                    North         East    Units  Estimated Accuracy
 ET0248;SPC AZ C     -   355,100.      193,570.      MT  (+/- 180 meters Scaled)
 ET0248
 ET0248                          SUPERSEDED SURVEY CONTROL
 ET0248
 ET0248  NGVD 29 (??/??/92) 1042.010  (m)         3418.66   (f) ADJ UNCH    2 0
 ET0248
 ET0248.Superseded values are not recommended for survey control.
 ET0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0248.See file dsdata.txt to determine how the superseded data were derived.
 ET0248
 ET0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC957851(NAD 83)
 ET0248_MARKER: DR = REFERENCE MARK DISK
 ET0248_SETTING: 80 = SET IN A BOULDER
 ET0248_SP_SET: BOULDER
 ET0248_STAMPING: BEE USFS NO 2 1958
 ET0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0248+STABILITY: SURFACE MOTION
 ET0248
 ET0248  HISTORY     - Date     Condition        Report By
 ET0248  HISTORY     - 1958     MONUMENTED       CGS
 ET0248  HISTORY     - 1959     GOOD             NGS
 ET0248
 ET0248                          STATION DESCRIPTION
 ET0248
 ET0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0248'9.7 MI N FROM BLACK CANYON.
 ET0248'9.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0248'CANYON, 1.0 MILE NORTH OF SUNSET POINT, 0.1 MILE SOUTH OF MILEPOST
 ET0248'NUMBER 258, THENCE GO WEST 0.2 MILE TO THE WEST EDGE OF THE RIDGE, 31
 ET0248'FEET SOUTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ET0248'BOULDER THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0094 ***********************************************************************
 GP0094  HT_MOD      -  This is a Height Modernization Survey Station.
 GP0094  DESIGNATION -  BEEHIVE NORTH BASE
 GP0094  PID         -  GP0094
 GP0094  STATE/COUNTY-  AZ/COCONINO
 GP0094  USGS QUAD   -  PAGE (1985)
 GP0094
 GP0094                         *CURRENT SURVEY CONTROL
 GP0094  ___________________________________________________________________
 GP0094* NAD 83(2007)-  36 58 07.33375(N)    111 29 56.93145(W)     ADJUSTED  
 GP0094* NAVD 88     -      1296.37   (meters)    4253.2    (feet)  GPS OBS   
 GP0094  ___________________________________________________________________
 GP0094  EPOCH DATE  -        2007.00
 GP0094  X           -  -1,870,221.618 (meters)                     COMP
 GP0094  Y           -  -4,748,041.317 (meters)                     COMP
 GP0094  Z           -   3,815,384.295 (meters)                     COMP
 GP0094  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GP0094  ELLIP HEIGHT-        1272.909 (meters)          (02/10/07) ADJUSTED
 GP0094  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0094
 GP0094  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0094  Type    PID    Designation                      North   East  Ellip
 GP0094  -------------------------------------------------------------------
 GP0094  NETWORK GP0094 BEEHIVE NORTH BASE                0.49   0.37   1.51
 GP0094  -------------------------------------------------------------------
 GP0094
 GP0094.The horizontal coordinates were established by GPS observations
 GP0094.and adjusted by the National Geodetic Survey in February 2007.
 GP0094
 GP0094.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0094.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0094.The horizontal coordinates are valid at the epoch date displayed above.
 GP0094.The epoch date for horizontal control is a decimal equivalence
 GP0094.of Year/Month/Day.
 GP0094
 GP0094.The orthometric height was determined by GPS observations and a
 GP0094.high-resolution geoid model.
 GP0094.The orthometric height was determined by GPS observations and a
 GP0094.high-resolution geoid model using precise GPS observation and
 GP0094.processing techniques. It supersedes the leveled height previously
 GP0094.determined for this station.
 GP0094
 GP0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0094
 GP0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0094
 GP0094.The ellipsoidal height was determined by GPS observations
 GP0094.and is referenced to NAD 83.
 GP0094
 GP0094.The geoid height was determined by GEOID03.
 GP0094
 GP0094;                    North         East     Units Scale Factor Converg.
 GP0094;SPC AZ C     -   662,078.736   250,535.668   MT  0.99991702   +0 15 03.9
 GP0094;SPC AZ C     - 2,172,174.33    821,967.41   iFT  0.99991702   +0 15 03.9
 GP0094;SPC UT S     - 3,033,521.473   500,075.906   MT  1.00005176   +0 00 01.9
 GP0094;UTM  12      - 4,091,516.982   455,569.455   MT  0.99962432   -0 18 00.7
 GP0094
 GP0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0094!SPC AZ C     -   0.99980028  x   0.99991702  =   0.99971732
 GP0094!SPC UT S     -   0.99980028  x   1.00005176  =   0.99985203
 GP0094!UTM  12      -   0.99980028  x   0.99962432  =   0.99942467
 GP0094
 GP0094|---------------------------------------------------------------------|
 GP0094| PID    Reference Object                     Distance      Geod. Az  |
 GP0094|                                                           dddmmss.s |
 GP0094| GP0092 BEEHIVE NORTH BASE RM 1              10.736 METERS 17027     |
 GP0094| GP0281 BEEHIVE SOUTH BASE                  APPROX. 2.3 KM 1991341.4 |
 GP0094| GP0093 BEEHIVE NORTH BASE RM 2              10.445 METERS 26603     |
 GP0094|---------------------------------------------------------------------|
 GP0094
 GP0094                          SUPERSEDED SURVEY CONTROL
 GP0094
 GP0094  NAD 83(1992)-  36 58 07.33346(N)    111 29 56.93112(W) AD(       ) B
 GP0094  ELLIP H (05/31/05) 1272.912  (m)                       GP(       ) 3 2
 GP0094  NAD 83(1992)-  36 58 07.33161(N)    111 29 56.93177(W) AD(       ) 2
 GP0094  NAD 83(1986)-  36 58 07.32681(N)    111 29 56.93421(W) AD(       ) 2
 GP0094  NAD 27      -  36 58 07.37300(N)    111 29 54.36300(W) AD(       ) 2
 GP0094  NAVD 88 (06/15/91) 1296.441  (m)         4253.41   (f) ADJUSTED    1 2
 GP0094  NGVD 29 (??/??/92) 1295.53   (m)         4250.4    (f) COMPUTED    1 2
 GP0094
 GP0094.Superseded values are not recommended for survey control.
 GP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0094.See file dsdata.txt to determine how the superseded data were derived.
 GP0094
 GP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5556991517(NAD 83)
 GP0094_MARKER: DS = TRIANGULATION STATION DISK
 GP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0094_STAMPING: BEEHIVE N BASE 1947
 GP0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0094+STABILITY: SURFACE MOTION
 GP0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0094+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 GP0094
 GP0094  HISTORY     - Date     Condition        Report By
 GP0094  HISTORY     - 1947     MONUMENTED       CGS
 GP0094  HISTORY     - 1962     GOOD             CGS
 GP0094  HISTORY     - 1962     GOOD             CGS
 GP0094  HISTORY     - 1962     GOOD             NGS
 GP0094  HISTORY     - 1971     GOOD             NGS
 GP0094  HISTORY     - 1973     GOOD             NPS
 GP0094  HISTORY     - 1978     GOOD             NGS
 GP0094  HISTORY     - 1983     GOOD             AZDT
 GP0094  HISTORY     - 20041115 GOOD             NGS
 GP0094
 GP0094                          STATION DESCRIPTION
 GP0094
 GP0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0094'THE STATION IS LOCATED 15 MILES UP THE COLORADO RIVER FROM LEES
 GP0094'FERRY, 1-1/2 MILES UP THE WAHWEAP CREEK AT THE MOUTH, APPROXIMATELY
 GP0094'2 MILES SOUTH OF LONE ROCK, ON A LOW BRUSH COVERED HILL, OVER
 GP0094'LOOKING GLEN CANYON.
 GP0094'
 GP0094'THE STATION IS A STANDARD DISK STAMPED BEEHIVE N BASE 1947, SET
 GP0094'IN TOP OF ROUND BLOCK OF CONCRETE, FLUSH WITH THE SURROUNDING
 GP0094'SURFACE. THE STATION IS ABOUT 40 YARDS SOUTH OF THE NORTH EDGE OF THE
 GP0094'HILL AND ABOUT 20 YARDS EAST OF WEST EDGE OF HILL THEN ON
 GP0094'HIGHEST PART OF HILL.
 GP0094'
 GP0094'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BEEHIVE NO 1 1947,
 GP0094'SET IN A 10-10 INCH CONCRETE POST, TOP OF WHICH IS 2 INCHES ABOVE
 GP0094'THE SURROUNDING SURFACE.  THE MARK IS SOUTH SOUTHEAST OF THE
 GP0094'STATION AND ON SAME LEVEL WITH STATION.
 GP0094'
 GP0094'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BEEHIVE NO 2 1947,
 GP0094'SET IN TOP OF CONCRETE POST, TOP OF WHICH IS APPROXIMATELY 1 INCH
 GP0094'ABOVE THE SURROUNDING SURFACE.  THIS MARK IS WEST OF STATION
 GP0094'AND ABOUT ON SAME LEVEL WITH STATION.
 GP0094'
 GP0094'THE AZIMUTH MARK IS SAME AS STATION BEEHIVE S BASE
 GP0094'
 GP0094'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD FOR
 GP0094'8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MILES TO A FORK,
 GP0094'TAKE THE LEFT FORK AND GO 12.2 MILES TO A FORK.  KEEP TO THE LEFT
 GP0094'ROAD GRADED AND GO 17.0 MILES TO THE PARIA RIVER.  TURN RIGHT
 GP0094'DOWN THE PARIA RIVER AND FOLLOW THE RIVER BED FOR 9.2 MILES TO A
 GP0094'GATE.  PASS THROUGH THE GATE AND CONTINUE ON DOWN THE RIVER FOR
 GP0094'1.6 MILES TO A GATE.  PASS THROUGH AND CONTINUE 0.6 MILES TO A
 GP0094'FARM HOUSE AND A GATE.  TURN LEFT JUST BEFORE REACHING THE
 GP0094'GATE AND GO 0.1 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH
 GP0094'THE GATE AND FOLLOW THE FENCE LINE TO THE RIGHT FOR 0.3
 GP0094'MILES AND A GROUP OF TALL TREES.  (NOTE THERE WAS A GRADED
 GP0094'ROAD IN THE MAKING FROM HERE TO THE ROAD THAT LEADS TO
 GP0094'PARIA CREEK FROM KANAB.) TURN LEFT LEAVING THE ROAD AND CROSS THE
 GP0094'RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW THE BLADED
 GP0094'ROAD FOR ABOUT 14.0 MILES PASSING THROUGH 4 GATES AND INTO
 GP0094'WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.  TURN RIGHT DOWN
 GP0094'WAHWEAP CREEK AND FOLLOW WAHWEAP CREEK BED FOR 9.0 MILES TO
 GP0094'LONE ROCK, CONTINUE ON DOWN THE CREEK 2.3 MILES TO A CATTLE
 GP0094'TRAIL LEADING OVER THE HILL TO THE SOUTH.  TURN RIGHT AND GO
 GP0094'SOUTH UP THE CATTLE TRAIL FOR 3/4 MILE TO THE TOP OF THE RISE,
 GP0094'THEN BEAR LEFT ABOUT 1 MILE TO TOP OF HILL AND STATION AS
 GP0094'DESCRIBED ABOVE.
 GP0094
 GP0094                          STATION RECOVERY (1962)
 GP0094
 GP0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 GP0094'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0094'A NEW TO REACH FOLLOWS--
 GP0094'
 GP0094'FROM THE GLEN CANYON BRIDGE, WEST OF PAGE, ARIZONA, GO NORTHWEST
 GP0094'ON HIGHWAY U.S. 89 FOR 2.85 MILES TO A T ROAD RIGHT.  TURN RIGHT
 GP0094'ON BLADED ROAD THRU CATTLE GUARD FOR 0.5 MILE TO A Y-FORKS.
 GP0094'TAKE LEFT FORK OF TRACK ROAD UP HILL FOR 0.2 MILE TO TOP OF
 GP0094'HILL.  ON TOP OF HILL TURN LEFT 0.1 MILE AND STATION ON THE
 GP0094'RIGHT.  THE STATION IS ON THE NORTH EDGE OF THE MESA OVERLOOKING
 GP0094'THE VALLEY.
 GP0094
 GP0094                          STATION RECOVERY (1962)
 GP0094
 GP0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DM)
 GP0094'STATION AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 GP0094'
 GP0094'STATION IS LOCATED ABOUT 2.85 MILES NW ALONG U.S. HIGHWAY 89 FROM
 GP0094'THE SW END OF THE GLEN CANYON BRIDGE AT PAGE, THENCE 0.75 MILE
 GP0094'NE ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE NE OF
 GP0094'A POWER LINE WHICH CROSSES THE ROAD, 0.1 MILE NE OF A SMALL
 GP0094'GRAVEL PIT, 14 FEET E OF THE CENTER LINE OF A DIM TRAIL ROAD
 GP0094'AND 2.5 FEET N OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GP0094'TRIANGULATION DISK STAMPED BEEHIVE N BASE 1947 SET IN THE TOP
 GP0094'OF A CONCRETE POST, FLUSH WITH GROUND.
 GP0094'
 GP0094'R.M. 1 IS 35.3 FEET SSE OF STATION, 28 FEET E OF THE CENTER LINE
 GP0094'OF A DIM TRAIL ROAD, 51.4 FEET SE OF R.M. 2, SET IN TOP OF A
 GP0094'CONCRETE POST PROJECTING 1 INCH AND STAMPED BEEHIVE N BASE NO
 GP0094'1 1947.
 GP0094'
 GP0094'R.M. 2 IS 34.3 FEET W OF STATION, 20 FEET W OF THE CENTER LINE
 GP0094'OF A DIM TRAIL ROAD, SET IN TOP OF A CONCRETE POST PROJECTING
 GP0094'1 INCH AND STAMPED BEEHIVE N BASE NO 2 1947.
 GP0094
 GP0094                          STATION RECOVERY (1962)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0094'3.6 MI NW FROM PAGE.
 GP0094'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0094'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0094'NORTHEAST ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE
 GP0094'NORTHEAST OF A POWER LINE WHICH CROSSES THE ROAD, 0.1 MILE NORTHEAST
 GP0094'OF A SMALL GRAVEL PIT, 35.3 FEET NORTH-NORTHWEST OF BEEHIVE N BASE NO
 GP0094'1, 34.3 FEET EAST OF BEEHIVE N BASE NO 2, 14 FEET EAST OF THE
 GP0094'CENTERLINE OF A DIM TRAIL ROAD, 2.5 FEET NORTH OF A METAL WITNESS
 GP0094'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GP0094'GROUND.
 GP0094
 GP0094                          STATION RECOVERY (1971)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 GP0094'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 GP0094'IN JULY 1966.
 GP0094'
 GP0094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 GP0094'NORTHWEST OF PAGE
 GP0094
 GP0094                          STATION RECOVERY (1973)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GG)
 GP0094'BEEHIVE N. BASE 1947 - GOOD
 GP0094'
 GP0094'REF. NO. 1 1947 - GOOD
 GP0094'
 GP0094'REF. NO. 2 1947 - GOOD
 GP0094
 GP0094                          STATION RECOVERY (1978)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 GP0094'THE STATION AND R. M. 1 WERE RECOVERED AS DESCRIBED IN THE 1962
 GP0094'RECOVERY NOTE.  R. M. 2 WAS FOUND UNEARTHED AND THE DISK WAS REMOVED
 GP0094'AND DESTROYED AT THIS TIME.
 GP0094'
 GP0094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NW OF
 GP0094'PAGE, ARIZONA.
 GP0094
 GP0094                          STATION RECOVERY (1983)
 GP0094
 GP0094'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0094'THE STATION MARK WAS RECOVERED AND  FOUND IN  GOOD CONDITION. THE AREA
 GP0094'AROUND THE STATION IS A SCENIC VIEW POINT AND THE REFERENCE MARKS HAVE
 GP0094'BEEN DESTROYED AND THERE IS NO SATISFACTORY PLACE TO ESTABLISH NEW
 GP0094'MARKS.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0094'
 GP0094'TO REACH THE STATION FROM PAGE TRAVEL WEST AND NORTHWEST ALONG U.S.
 GP0094'HIGHWAY 89L AND 89 FOR 1.5 MILES TO GLEN CANYON BRIDGE, CONTINUE
 GP0094'NORTH ALONG U.S. 89 FOR 2.8 MILES TO A GRAVEL ROAD ON THE RIGHT.  TURN
 GP0094'RIGHT AND TRAVEL NORTHEAST FOR 0.75 MILE TO THE STATION WHICH IS 50.3
 GP0094'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOOKOUT RAMADA.
 GP0094
 GP0094                          STATION RECOVERY (2004)
 GP0094
 GP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 GP0094'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0092 ***********************************************************************
 GP0092  DESIGNATION -  BEEHIVE NORTH BASE RM 1
 GP0092  PID         -  GP0092
 GP0092  STATE/COUNTY-  AZ/COCONINO
 GP0092  USGS QUAD   -  PAGE (1985)
 GP0092
 GP0092                         *CURRENT SURVEY CONTROL
 GP0092  ___________________________________________________________________
 GP0092* NAD 83(1986)-  36 58 07.     (N)    111 29 57.     (W)     SCALED    
 GP0092* NAVD 88     -      1296.446  (meters)    4253.42   (feet)  ADJUSTED  
 GP0092  ___________________________________________________________________
 GP0092  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0092  DYNAMIC HT  -        1294.968 (meters)    4248.57  (feet)  COMP
 GP0092  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 GP0092
 GP0092  VERT ORDER  -  FIRST     CLASS II
 GP0092
 GP0092.The horizontal coordinates were scaled from a topographic map and have
 GP0092.an estimated accuracy of +/- 6 seconds.
 GP0092
 GP0092.The orthometric height was determined by differential leveling
 GP0092.and adjusted in June 1991.
 GP0092
 GP0092.The geoid height was determined by GEOID03.
 GP0092
 GP0092.The dynamic height is computed by dividing the NAVD 88
 GP0092.geopotential number by the normal gravity value computed on the
 GP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0092.degrees latitude (g = 980.6199 gals.).
 GP0092
 GP0092.The modeled gravity was interpolated from observed gravity values.
 GP0092
 GP0092;                    North         East    Units  Estimated Accuracy
 GP0092;SPC AZ C     -   662,070.      250,530.      MT  (+/- 180 meters Scaled)
 GP0092
 GP0092                          SUPERSEDED SURVEY CONTROL
 GP0092
 GP0092  NGVD 29 (??/??/92) 1295.531  (m)         4250.42   (f) ADJ UNCH    1 2
 GP0092
 GP0092.Superseded values are not recommended for survey control.
 GP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0092.See file dsdata.txt to determine how the superseded data were derived.
 GP0092
 GP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF555915(NAD 83)
 GP0092_MARKER: DR = REFERENCE MARK DISK
 GP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0092_STAMPING: BEEHIVE N BASE NO 1 1947
 GP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0092+STABILITY: SURFACE MOTION
 GP0092
 GP0092  HISTORY     - Date     Condition        Report By
 GP0092  HISTORY     - 1947     MONUMENTED       CGS
 GP0092  HISTORY     - 1962     GOOD             NGS
 GP0092
 GP0092                          STATION DESCRIPTION
 GP0092
 GP0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0092'3.6 MI NW FROM PAGE.
 GP0092'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0092'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0092'NORTHEAST ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE
 GP0092'NORTHEAST OF A POWER LINE WHICH CROSSES OVER THE ROAD, 0.1 MILE
 GP0092'NORTHEAST OF A SMALL GRAVEL PIT, 51.4 FEET SOUTHEAST OF BEEHIVE N BASE
 GP0092'NO 2, 35.3 FEET SOUTH-SOUTHEAST OF BEEHIVE N BASE 1947, 28 FEET EAST
 GP0092'OF THE CENTERLINE OF A DIM TRAIL ROAD, SET IN THE TOP OF A CONCRETE
 GP0092'POST PROJECTING 1-INCHE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0093 ***********************************************************************
 GP0093  DESIGNATION -  BEEHIVE NORTH BASE RM 2
 GP0093  PID         -  GP0093
 GP0093  STATE/COUNTY-  AZ/COCONINO
 GP0093  USGS QUAD   -  PAGE (1985)
 GP0093
 GP0093                         *CURRENT SURVEY CONTROL
 GP0093  ___________________________________________________________________
 GP0093* NAD 83(1986)-  36 58 07.     (N)    111 29 57.     (W)     SCALED    
 GP0093* NAVD 88     -      1296.555  (meters)    4253.78   (feet)  ADJUSTED  
 GP0093  ___________________________________________________________________
 GP0093  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0093  DYNAMIC HT  -        1295.077 (meters)    4248.93  (feet)  COMP
 GP0093  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 GP0093
 GP0093  VERT ORDER  -  FIRST     CLASS II
 GP0093
 GP0093.The horizontal coordinates were scaled from a topographic map and have
 GP0093.an estimated accuracy of +/- 6 seconds.
 GP0093
 GP0093.The orthometric height was determined by differential leveling
 GP0093.and adjusted in June 1991.
 GP0093
 GP0093.The geoid height was determined by GEOID03.
 GP0093
 GP0093.The dynamic height is computed by dividing the NAVD 88
 GP0093.geopotential number by the normal gravity value computed on the
 GP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0093.degrees latitude (g = 980.6199 gals.).
 GP0093
 GP0093.The modeled gravity was interpolated from observed gravity values.
 GP0093
 GP0093;                    North         East    Units  Estimated Accuracy
 GP0093;SPC AZ C     -   662,070.      250,530.      MT  (+/- 180 meters Scaled)
 GP0093
 GP0093                          SUPERSEDED SURVEY CONTROL
 GP0093
 GP0093  NGVD 29 (??/??/92) 1295.641  (m)         4250.78   (f) ADJ UNCH    1 2
 GP0093
 GP0093.Superseded values are not recommended for survey control.
 GP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0093.See file dsdata.txt to determine how the superseded data were derived.
 GP0093
 GP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF555915(NAD 83)
 GP0093_MARKER: DR = REFERENCE MARK DISK
 GP0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0093_STAMPING: BEEHIVE N BASE NO 2 1947
 GP0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0093+STABILITY: SURFACE MOTION
 GP0093
 GP0093  HISTORY     - Date     Condition        Report By
 GP0093  HISTORY     - 1947     MONUMENTED       CGS
 GP0093  HISTORY     - 1962     GOOD             NGS
 GP0093
 GP0093                          STATION DESCRIPTION
 GP0093
 GP0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0093'3.6 MI NW FROM PAGE.
 GP0093'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0093'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0093'NORTHEAST ALONG A GRAVEL ROAD TO THE CREST OF A HILL, 0.35 MILE
 GP0093'NORTHEAST OF A POWER LINE WHICH CROSSES OVER THE ROAD, 0.1 MILE
 GP0093'NORTHEAST OF A SMALL GRAVEL PIT, 51.4 FEET NORTHWEST OF BEEHIVE N BASE
 GP0093'NO 1, 34.3 FEET WEST OF BEEHIVE N BASE 1947, 20 FEET WEST OF THE
 GP0093'CENTERLINE OF A DIM TRAIL ROAD, SET IN THE TOP OF A CONCRETE POST
 GP0093'PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0281 ***********************************************************************
 GP0281  DESIGNATION -  BEEHIVE SOUTH BASE
 GP0281  PID         -  GP0281
 GP0281  STATE/COUNTY-  AZ/COCONINO
 GP0281  USGS QUAD   -  FERRY SWALE (1985)
 GP0281
 GP0281                         *CURRENT SURVEY CONTROL
 GP0281  ___________________________________________________________________
 GP0281* NAD 83(1992)-  36 56 55.82005(N)    111 30 28.00806(W)     ADJUSTED  
 GP0281* NAVD 88     -      1267.965  (meters)    4159.98   (feet)  POSTED    
 GP0281  ___________________________________________________________________
 GP0281  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GP0281  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0281  DYNAMIC HT  -        1266.530 (meters)    4155.27  (feet)  COMP
 GP0281  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 GP0281
 GP0281  HORZ ORDER  -  SECOND
 GP0281  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0281
 GP0281.The horizontal coordinates were established by classical geodetic methods
 GP0281.and adjusted by the National Geodetic Survey in August 1993.
 GP0281
 GP0281.The orthometric height was determined by differential leveling
 GP0281.and adjusted by the  in 1992.
 GP0281.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0281.was located on a no-check spur therefore a value was not computed.
 GP0281.No vertical observational check was made to the station.
 GP0281
 GP0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0281
 GP0281.The geoid height was determined by GEOID03.
 GP0281
 GP0281.The dynamic height is computed by dividing the NAVD 88
 GP0281.geopotential number by the normal gravity value computed on the
 GP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0281.degrees latitude (g = 980.6199 gals.).
 GP0281
 GP0281.The modeled gravity was interpolated from observed gravity values.
 GP0281
 GP0281;                    North         East     Units Scale Factor Converg.
 GP0281;SPC AZ C     -   659,871.061   249,776.499   MT  0.99991633   +0 14 44.8
 GP0281;SPC AZ C     - 2,164,931.30    819,476.70   iFT  0.99991633   +0 14 44.8
 GP0281;SPC UT S     - 3,031,316.836   499,306.985   MT  1.00005671   -0 00 17.2
 GP0281;UTM  12      - 4,089,317.354   454,789.313   MT  0.99962518   -0 18 18.8
 GP0281
 GP0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0281!SPC AZ C     -   0.99980473  x   0.99991633  =   0.99972108
 GP0281!SPC UT S     -   0.99980473  x   1.00005671  =   0.99986143
 GP0281!UTM  12      -   0.99980473  x   0.99962518  =   0.99942999
 GP0281
 GP0281:                Primary Azimuth Mark                     Grid Az
 GP0281:SPC AZ C     -  T41N R8E SECS 11 14 1/4 COR              018 52 40.4
 GP0281:SPC UT S     -  T41N R8E SECS 11 14 1/4 COR              019 07 42.4
 GP0281:UTM  12      -  T41N R8E SECS 11 14 1/4 COR              019 25 44.0
 GP0281
 GP0281|---------------------------------------------------------------------|
 GP0281| PID    Reference Object                     Distance      Geod. Az  |
 GP0281|                                                           dddmmss.s |
 GP0281| CH2354 T41N R8E SECS 11 14 1/4 COR                        0190725.2 |
 GP0281| GP0094 BEEHIVE NORTH BASE                  APPROX. 2.3 KM 0191322.8 |
 GP0281| GP0280 BEEHIVE SOUTH BASE RM 1               6.121 METERS 09316     |
 GP0281| GP0282 BEEHIVE SOUTH BASE RM 2              12.856 METERS 18823     |
 GP0281|---------------------------------------------------------------------|
 GP0281
 GP0281                          SUPERSEDED SURVEY CONTROL
 GP0281
 GP0281  NAD 83(1986)-  36 56 55.81506(N)    111 30 28.01037(W) AD(       ) 2
 GP0281  NAD 27      -  36 56 55.85900(N)    111 30 25.43900(W) AD(       ) 2
 GP0281  NGVD 29 (??/??/92) 1267.07   (m)         4157.0    (f) COMPUTED    1 2
 GP0281
 GP0281.Superseded values are not recommended for survey control.
 GP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0281.See file dsdata.txt to determine how the superseded data were derived.
 GP0281
 GP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5478989317(NAD 83)
 GP0281_MARKER: DS = TRIANGULATION STATION DISK
 GP0281_SETTING: 66 = SET IN ROCK OUTCROP
 GP0281_SP_SET: SANDSTONE OUTCROP
 GP0281_STAMPING: BEEHIVE S BASE 1947
 GP0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0281+STABILITY: POSITION/ELEVATION WELL
 GP0281
 GP0281  HISTORY     - Date     Condition        Report By
 GP0281  HISTORY     - 1947     MONUMENTED       CGS
 GP0281  HISTORY     - 1962     GOOD             CGS
 GP0281  HISTORY     - 1962     GOOD             CGS
 GP0281  HISTORY     - 1962     GOOD             NGS
 GP0281  HISTORY     - 1971     GOOD             NGS
 GP0281  HISTORY     - 1972     GOOD             LAWPC
 GP0281  HISTORY     - 1983     GOOD             AZDT
 GP0281
 GP0281                          STATION DESCRIPTION
 GP0281
 GP0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0281'THE STATION IS LOCATED ABOUT 15 MILES UP THE COLORADO RIVER
 GP0281'FROM LEES FERRY, ABOUT 2 MILES WEST OF GLEN CANYON, ON THE
 GP0281'SOUTH EDGE OF A LOW ROCKY BLUFF, WHICH IS ABOUT 3 MILE SOUTHWEST
 GP0281'OF LONE ROCK.  IT IS A STANDARD DISK STAMPED BEEHIVE S BASE
 GP0281'1947, SET IN RED SANDSTONE OUTCROP, FLUSH.  THE MARK IS 10
 GP0281'FEET NORTH OF THE EDGE OF THE BLUFF AND ON THE HIGHEST PART
 GP0281'OF THE BLUFF.
 GP0281'
 GP0281'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BEEHIVE S BASE
 GP0281'NO 1 1947, SET IN RED STANDSTONE OUTCROP, FLUSH.  IT IS ON
 GP0281'THE EDGE OF THE BLUFF, AND ABOUT THE SAME ELEVATION AS THE
 GP0281'STATION.
 GP0281'
 GP0281'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BEEHIVE S BASE
 GP0281'NO 2 1947, SET IN RED SANDSTONE OUTCROP, FLUSH.  IT IS ABOUT
 GP0281'30 FEET SOUTH OF THE EDGE OF THE BLUFF AND ABOUT 2 FEET LOWER
 GP0281'THAN THE STATION.
 GP0281'
 GP0281'BEEHIVE N BASE WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 GP0281'
 GP0281'TO REACH FROM KANAB, GO EAST ON JOHNSON ROAD FOR 8.6 MILES.
 GP0281'TAKE THE LEFT ROAD AND GO 12.2 MILES TO A FORK, KEEP TO THE
 GP0281'LEFT ON A GRADED ROAD AND GO 17.0 MILES TO THE PARIA RIVER.
 GP0281'TURN RIGHT DOWN THE PARIA RIVER AND FOLLOW THE RIVER BED
 GP0281'FOR 9.2 MILES TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 GP0281'ON DOWN THE RIVER BED FOR 1.6 MILES TO A GATE, PASS THROUGH
 GP0281'THE GATE AND CONTINUE 0.6 MILES TO A FARM HOUSE AND A GATE.
 GP0281'TURN JUST BEFORE REACHING THE GATE AND GO 0.1 MILE TO A GATE
 GP0281'IN FENCE CORNER, PASS THROUGH THE GATE AND FOLLOW THE FENCE
 GP0281'LINE TO THE RIGHT FOR 0.3 MILE AND A GROUP OF TALL TREES.
 GP0281'TURN LEFT LEAVING THE ROAD AND CROSS RIVER AND UP A WASH
 GP0281'ONTO A BLADED ROAD, FOLLOW THIS BLADED ROAD FOR ABOUT 14.0
 GP0281'MILES PASSING THROUGH 4 GATES AND INTO WAHWEAP CREEK AT
 GP0281'THE MOUTH OF COYOTE CREEK.  TURN RIGHT DOWN WAHWEAP CREEK
 GP0281'AND FOLLOW THE CREEK BED FOR 9.0 MILES TO LONE ROCK, CONTINUE
 GP0281'ON DOWN WAHWEAP CREEK FOR 2.3 MILES.  TURN RIGHT OUT OF
 GP0281'THE CREEK AND FOLLOW A COWTRAIL UP THE HILL TO THE SOUTH
 GP0281'FOR ABOUT 1/2 MILE AND (STATION WAHWEAP ON THE HILL ON THE
 GP0281'RIGHT AND BEEHIVE N BASE ON THE HILL TO THE LEFT.) CONTINUE
 GP0281'IN A SOUTHERLY DIRECTION PASSING THE BASE OF HILL ON THE
 GP0281'LEFT FOR ABOUT 1-1/2 MILES TO THE STATION ON THE EDGE
 GP0281'OF THE BLUFF AS DESCRIBED ABOVE.
 GP0281
 GP0281                          STATION RECOVERY (1962)
 GP0281
 GP0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 GP0281'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0281'A NEW TO REACH FOLLOWS--
 GP0281'
 GP0281'FROM THE GLEN CANYON BRIDGE, WEST OF PAGE, ARIZONA, GO
 GP0281'NORTHWEST ON HIGHWAY U.S. 89 FOR 1.5 MILES TO A T ROAD LEFT.
 GP0281'TURN WEST (LEFT) ON GRAVEL ROAD, AN ARIZONA STATE INSPECTION
 GP0281'STATION IS ON THE RIGHT, FOR 0.15 MILTURN RIGHT BETWEEN
 GP0281'TWO HOMES AND CONTINUE BEHIND 4 TRAILERS ON THE LEFT.  CONTINUE
 GP0281'ON TRACK ROAD UP HILL FOR 0.35 MILE TO A PAVED ROAD.  WITH
 GP0281'2 SILVER WATER TANKS ON THE RIGHT, CONTINUE STRAIGHT ACROSS
 GP0281'THE PAVED ROAD FOR 0.1 MILE AND THE STATION ON THE LEFT.
 GP0281'THE STATION IS ON THE SOUTH BLUFF OF THE MESA.  THE STATION
 GP0281'IS CENTERED BETWEEN FOUR WHITE POSTS SET IN CONCRETE, ABOUT
 GP0281'12 FEET APART.  THE REFERENCE MARKS ARE CENTERED BETWEEN 2
 GP0281'WHITE POSTS SET IN CONCRETE.
 GP0281
 GP0281                          STATION RECOVERY (1962)
 GP0281
 GP0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DM)
 GP0281'STATION AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 GP0281'
 GP0281'STATION IS LOCATED ABOUT 2.15 MILE NW ALONG U.S. HWY 89 FROM THE
 GP0281'SW END OF GLEN CANYON BRIDGE AT PAGE, THENCE 0.5 MILE S ALONG A
 GP0281'GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC, 0.1 MILE SE ALONG AN
 GP0281'ASPHALT ROAD, 489 FEET SW OF THE CENTER LINE OF THE ASPHALT ROAD.
 GP0281'THE MARK IS A STANDARD TRIANGULATION DISK STAMPED BEEHIVE
 GP0281'S BASE 1947, SET IN TOP OF A SANDSTONE OUTCROP, ABOUT
 GP0281'LEVEL WITH THE GROUND AND PROTECTED BY FOUR 4 X 4 POSTS WHICH
 GP0281'ARE SET IN CONCRETE.
 GP0281'
 GP0281'R.M. 1 IS 20.1 FEET ENE OF STATION, 48.4 FEET NNE OF R.M. 2,
 GP0281'ABOUT LEVEL WITH GROUND, SET IN TOP OF A SANDSTONE OUTCROP
 GP0281'AND STAMPED BEEHIVE S BASE NO 1 1947.
 GP0281'
 GP0281'R.M. 2 IS 42.4 FEET SSE OF STATION, ABOUT LEVEL WITH GROUND,
 GP0281'SET IN THE TOP OF A SANDSTONE OUTCROP AND STAMPED BEEHIVE
 GP0281'S BASE NO 2 1947.
 GP0281
 GP0281                          STATION RECOVERY (1962)
 GP0281
 GP0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0281'2.75 MI NW FROM PAGE.
 GP0281'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0281'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.5 MILE SOUTH
 GP0281'ALONG A GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC.  THENCE 0.1 MILE
 GP0281'SOUTHEAST ALONG AN ASPHALT ROAD, 489 FEET SOUTHWEST OF THE CENTERLINE
 GP0281'OF THE ASPHALT ROAD, 42.4 FEET NORTH-NORTHWEST OF BEEHIVE S BASE NO 2,
 GP0281'20.1 FEET WEST-SOUTHWEST OF BEEHIVE S BASE NO 1, ABOUT LEVEL WITH THE
 GP0281'GROUND, AND SET IN THE TOP OF A SANDSTONE OUTCROP. NOTE-- THIS MARK IS
 GP0281'PROTECTED BY 4 X 4 POSTS WHICH ARE SET IN CONCRETE.
 GP0281
 GP0281                          STATION RECOVERY (1971)
 GP0281
 GP0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 GP0281'NO DESCRIPTION AVAILABLE, A NEW TO REACH FOLLOWS.
 GP0281'
 GP0281'FROM THE WEST END OF THE GLEN CANYON BRIDGE, ABOUT 1 MILE WEST
 GP0281'OF PAGE, ARIZONA, GO NORTHWEST ON U.S. HIGHWAY 89 FOR 1.45 MILES TO
 GP0281'A PAVED ROAD WEST, JUST SOUTH OF THE ARIZONA INSPECTION
 GP0281'STATION, TURN LEFT, WEST, AND GO UPHILL THROUGH THE ARIZONA
 GP0281'INSPECTION STATION HOUSING AREA FOR 0.5 MILE TO THE TOP
 GP0281'OF THE MESA AND THE OLD PAVED HIGHWAY, CROSS THE PAVED
 GP0281'HIGHWAY AND CONTINUE WEST FOR 0.1 MILE TO THE SOUTHWEST END
 GP0281'OF THE MESA AND THE STATION.  THE STATION IS ENCLOSED BY
 GP0281'4, WOODEN 4 X 4 POSTS IN CONCRETE, REFERENCE MARKS ARE ALSO
 GP0281'ENCLOSED BY 2, WOODEN 4 X 4 POSTS SET IN CONCRETE.  THE
 GP0281'STATION AND REFERENCE MARKS ARE CEMENTED IN DRILL HOLES IN THE
 GP0281'SANDSTONE LEDGE.
 GP0281
 GP0281                          STATION RECOVERY (1972)
 GP0281
 GP0281'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GP0281'BEEHIVE S BASE 1947 - GOOD.
 GP0281'
 GP0281'FOUND BY HELICOPTER.
 GP0281
 GP0281                          STATION RECOVERY (1983)
 GP0281
 GP0281'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0281'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 GP0281'CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0281'
 GP0281'TO REACH THE STATION FROM PAGE TRAVEL WEST AND NORTHWEST ALONG U.S.
 GP0281'HIGHWAYS 89L AND 89 FOR 1.5 MILES TO GLEN CANYON BRIDGE, CONTINUE
 GP0281'NORTHWEST ALONG U.S. 89 FOR 2.1 MILES TO A GATE ON THE LEFT AT MILE
 GP0281'POST 551.85.  TURN LEFT PASSING THROUGH GATE AND TRAVEL SOUTHWEST FOR
 GP0281'0.5 MILE TO THE OLD HIGHWAY.  TURN LEFT FOR 0.1 MILE TO A TRAIL ROAD
 GP0281'ON THE RIGHT.  TURN RIGHT FOR 0.1 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0280 ***********************************************************************
 GP0280  DESIGNATION -  BEEHIVE SOUTH BASE RM 1
 GP0280  PID         -  GP0280
 GP0280  STATE/COUNTY-  AZ/COCONINO
 GP0280  USGS QUAD   -  FERRY SWALE (1985)
 GP0280
 GP0280                         *CURRENT SURVEY CONTROL
 GP0280  ___________________________________________________________________
 GP0280* NAD 83(1986)-  36 56 55.     (N)    111 30 28.     (W)     SCALED    
 GP0280* NAVD 88     -      1267.895  (meters)    4159.75   (feet)  POSTED    
 GP0280  ___________________________________________________________________
 GP0280  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0280  DYNAMIC HT  -        1266.460 (meters)    4155.04  (feet)  COMP
 GP0280  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 GP0280
 GP0280  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0280
 GP0280.The horizontal coordinates were scaled from a topographic map and have
 GP0280.an estimated accuracy of +/- 6 seconds.
 GP0280
 GP0280.The orthometric height was determined by differential leveling
 GP0280.and adjusted by the  in 1992.
 GP0280.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0280.was located on a no-check spur therefore a value was not computed.
 GP0280.No vertical observational check was made to the station.
 GP0280
 GP0280.The geoid height was determined by GEOID03.
 GP0280
 GP0280.The dynamic height is computed by dividing the NAVD 88
 GP0280.geopotential number by the normal gravity value computed on the
 GP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0280.degrees latitude (g = 980.6199 gals.).
 GP0280
 GP0280.The modeled gravity was interpolated from observed gravity values.
 GP0280
 GP0280;                    North         East    Units  Estimated Accuracy
 GP0280;SPC AZ C     -   659,850.      249,780.      MT  (+/- 180 meters Scaled)
 GP0280
 GP0280                          SUPERSEDED SURVEY CONTROL
 GP0280
 GP0280  NGVD 29 (??/??/92) 1266.996  (m)         4156.80   (f) ADJ UNCH    1 2
 GP0280
 GP0280.Superseded values are not recommended for survey control.
 GP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0280.See file dsdata.txt to determine how the superseded data were derived.
 GP0280
 GP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF547892(NAD 83)
 GP0280_MARKER: DR = REFERENCE MARK DISK
 GP0280_SETTING: 66 = SET IN ROCK OUTCROP
 GP0280_SP_SET: SANDSTONE OUTCROP
 GP0280_STAMPING: BEEHIVE S BASE NO 1 1947
 GP0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0280+STABILITY: POSITION/ELEVATION WELL
 GP0280
 GP0280  HISTORY     - Date     Condition        Report By
 GP0280  HISTORY     - 1947     MONUMENTED       CGS
 GP0280  HISTORY     - 1962     GOOD             NGS
 GP0280
 GP0280                          STATION DESCRIPTION
 GP0280
 GP0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0280'2.75 MI NW FROM PAGE.
 GP0280'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0280'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.5 MILE SOUTH
 GP0280'ALONG A GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC.  THENCE 0.1 MILE
 GP0280'SOUTHEAST ALONG AN ASPHALT ROAD, 48.4 FEET NORTH-NORTHEAST OF BEEHIVE
 GP0280'S BASE NO 2, 20.1 FEET EAST-NORTHEAST OF BEEHIVE S BASE 1947, ABOUT
 GP0280'LEVEL WITH THE GROUND, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0282 ***********************************************************************
 GP0282  DESIGNATION -  BEEHIVE SOUTH BASE RM 2
 GP0282  PID         -  GP0282
 GP0282  STATE/COUNTY-  AZ/COCONINO
 GP0282  USGS QUAD   -  FERRY SWALE (1985)
 GP0282
 GP0282                         *CURRENT SURVEY CONTROL
 GP0282  ___________________________________________________________________
 GP0282* NAD 83(1986)-  36 56 55.     (N)    111 30 28.     (W)     SCALED    
 GP0282* NAVD 88     -      1266.755  (meters)    4156.01   (feet)  POSTED    
 GP0282  ___________________________________________________________________
 GP0282  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0282  DYNAMIC HT  -        1265.320 (meters)    4151.30  (feet)  COMP
 GP0282  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 GP0282
 GP0282  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0282
 GP0282.The horizontal coordinates were scaled from a topographic map and have
 GP0282.an estimated accuracy of +/- 6 seconds.
 GP0282
 GP0282.The orthometric height was determined by differential leveling
 GP0282.and adjusted by the  in 1992.
 GP0282.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0282.was located on a no-check spur therefore a value was not computed.
 GP0282.No vertical observational check was made to the station.
 GP0282
 GP0282.The geoid height was determined by GEOID03.
 GP0282
 GP0282.The dynamic height is computed by dividing the NAVD 88
 GP0282.geopotential number by the normal gravity value computed on the
 GP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0282.degrees latitude (g = 980.6199 gals.).
 GP0282
 GP0282.The modeled gravity was interpolated from observed gravity values.
 GP0282
 GP0282;                    North         East    Units  Estimated Accuracy
 GP0282;SPC AZ C     -   659,850.      249,780.      MT  (+/- 180 meters Scaled)
 GP0282
 GP0282                          SUPERSEDED SURVEY CONTROL
 GP0282
 GP0282  NGVD 29 (??/??/92) 1265.856  (m)         4153.06   (f) ADJ UNCH    1 2
 GP0282
 GP0282.Superseded values are not recommended for survey control.
 GP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0282.See file dsdata.txt to determine how the superseded data were derived.
 GP0282
 GP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF547892(NAD 83)
 GP0282_MARKER: DR = REFERENCE MARK DISK
 GP0282_SETTING: 66 = SET IN ROCK OUTCROP
 GP0282_SP_SET: SANDSTONE OUTCROP
 GP0282_STAMPING: BEEHIVE S BASE NO 2 1947
 GP0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0282+STABILITY: POSITION/ELEVATION WELL
 GP0282
 GP0282  HISTORY     - Date     Condition        Report By
 GP0282  HISTORY     - 1947     MONUMENTED       CGS
 GP0282  HISTORY     - 1962     GOOD             NGS
 GP0282
 GP0282                          STATION DESCRIPTION
 GP0282
 GP0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0282'2.75 MI NW FROM PAGE.
 GP0282'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0282'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.5 MILE SOUTH
 GP0282'ALONG A GRAVEL ROAD WHICH IS CLOSED TO TRAFFIC.  THENCE 0.1 MILE
 GP0282'SOUTHEAST ALONG AN ASPHALT ROAD, 0.1 MILE SOUTHWEST OF TWO WATER
 GP0282'TANKS, 48.4 FEET SOUTH-SOUTHWEST OF BEEHIVE S BASE NO 1, 42.4 FEET
 GP0282'SOUTH-SOUTHEAST OF BEEHIVE S BASE 1947, ABOUT LEVEL WITH THE GROUND,
 GP0282'AND SET IN THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0585 ***********************************************************************
 GP0585  DESIGNATION -  BEGASHI
 GP0585  PID         -  GP0585
 GP0585  STATE/COUNTY-  AZ/COCONINO
 GP0585  USGS QUAD   -  GOPHER SPRING (1982)
 GP0585
 GP0585                         *CURRENT SURVEY CONTROL
 GP0585  ___________________________________________________________________
 GP0585* NAD 83(1992)-  36 17 26.06104(N)    111 00 36.99938(W)     ADJUSTED  
 GP0585* NAVD 88     -      1751.0    (meters)    5745.     (feet)  VERTCON   
 GP0585  ___________________________________________________________________
 GP0585  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 GP0585  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 GP0585  HORZ ORDER  -  SECOND
 GP0585
 GP0585.The horizontal coordinates were established by classical geodetic methods
 GP0585.and adjusted by the National Geodetic Survey in August 1993.
 GP0585
 GP0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0585
 GP0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0585
 GP0585.The geoid height was determined by GEOID03.
 GP0585
 GP0585;                    North         East     Units Scale Factor Converg.
 GP0585;SPC AZ C     -   587,133.259   294,775.415   MT  0.99998164   +0 32 11.4
 GP0585;SPC AZ C     - 1,926,290.22    967,110.94   iFT  0.99998164   +0 32 11.4
 GP0585;UTM  12      - 4,016,178.024   499,077.114   MT  0.99960001   -0 00 21.9
 GP0585
 GP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0585!SPC AZ C     -   0.99972878  x   0.99998164  =   0.99971043
 GP0585!UTM  12      -   0.99972878  x   0.99960001  =   0.99932890
 GP0585
 GP0585|---------------------------------------------------------------------|
 GP0585| PID    Reference Object                     Distance      Geod. Az  |
 GP0585|                                                           dddmmss.s |
 GP0585| CH2702 BEGASHI RM 2                         18.285 METERS 00506     |
 GP0585| GP0645 TONALEA WATER TANK                  APPROX. 6.5 KM 0555809.7 |
 GP0585| GP0587 LITTLE WHITE MESA                   APPROX. 5.2 KM 1850653.2 |
 GP0585| CH2701 BEGASHI RM 1                         11.264 METERS 27312     |
 GP0585|---------------------------------------------------------------------|
 GP0585
 GP0585                          SUPERSEDED SURVEY CONTROL
 GP0585
 GP0585  NAD 83(1986)-  36 17 26.06151(N)    111 00 36.99753(W) AD(       ) 2
 GP0585  NAD 27      -  36 17 26.09878(N)    111 00 34.47234(W) AD(       ) 2
 GP0585  NGVD 29 (07/19/86) 1750.0    (m)         5741.     (f) VERT ANG    3  
 GP0585
 GP0585.Superseded values are not recommended for survey control.
 GP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0585.See file dsdata.txt to determine how the superseded data were derived.
 GP0585
 GP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9907716178(NAD 83)
 GP0585_MARKER: DD = SURVEY DISK
 GP0585_SETTING: 0 = UNSPECIFIED SETTING
 GP0585
 GP0585  HISTORY     - Date     Condition        Report By
 GP0585  HISTORY     - 1970     MONUMENTED       USGS
 GP0585
 GP0585                          STATION DESCRIPTION
 GP0585
 GP0585'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0585'RM 1 TO RM 2, NOT MEASURED.
 GP0585'
 GP0585'INSTRUMENT TRIPOD 5.1 FT ABOVE STATION MARK.
 GP0585'
 GP0585'LOCATED ABOUT 16 MI NE. OF TUBA CITY.  ABOUT 5.0 MI SW. OF TONALEA--
 GP0585'ABOUT 0.5 MI NW. OF STATE HIGHWAY 164.  AT THE HIGHEST POINT NEAR
 GP0585'THE N. EDGE OF A SMALL PROMINENT TOP.
 GP0585'
 GP0585'TO REACH FROM TONALEA, (RED LAKE TRADING POST), GO SW. ALONG HIGHWAY
 GP0585'164, FOR 4.0 MI TO A DIRT RD. LEADING RIGHT.  TURN RIGHT (W.) AND
 GP0585'FOLLOW TRACK RD. FOR 0.5 MI TO A Y-RD..  TAKE LEFT FORK FOR 0.3 MI
 GP0585'TO OLD CAMP SITE AND END OF RD.  CONTINUE W. ACROSS COUNTRY FOR 0.4
 GP0585'MI TO SMALL TOP END STATION.
 GP0585'
 GP0585'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED BEGASHI 1970 SET
 GP0585'IN CONCRETE POST PROJECTING ABOUT 0.1 FT ABOVE GROUND.
 GP0585'
 GP0585'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0585'SET IN A CONCRETE POST PROJECTING 0.1 FT ABOVE GROUND.
 GP0585'
 GP0585'REFERENCE MARK NO 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970 SET
 GP0585'IN A SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1802 ***********************************************************************
 CZ1802  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ1802  DESIGNATION -  BELL
 CZ1802  PID         -  CZ1802
 CZ1802  STATE/COUNTY-  AZ/COCHISE
 CZ1802  USGS QUAD   -  SOZA CANYON (1981)
 CZ1802
 CZ1802                         *CURRENT SURVEY CONTROL
 CZ1802  ___________________________________________________________________
 CZ1802* NAD 83(2007)-  32 20 42.11756(N)    110 24 51.61625(W)     ADJUSTED  
 CZ1802* NAVD 88     -       945.96   (meters)    3103.5    (feet)  GPS OBS   
 CZ1802  ___________________________________________________________________
 CZ1802  EPOCH DATE  -        2007.00
 CZ1802  X           -  -1,881,623.582 (meters)                     COMP
 CZ1802  Y           -  -5,055,660.614 (meters)                     COMP
 CZ1802  Z           -   3,393,308.188 (meters)                     COMP
 CZ1802  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CZ1802  ELLIP HEIGHT-         918.022 (meters)          (02/10/07) ADJUSTED
 CZ1802  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CZ1802
 CZ1802  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1802  Type    PID    Designation                      North   East  Ellip
 CZ1802  -------------------------------------------------------------------
 CZ1802  NETWORK CZ1802 BELL                              1.18   1.00   2.41
 CZ1802  -------------------------------------------------------------------
 CZ1802
 CZ1802.The horizontal coordinates were established by GPS observations
 CZ1802.and adjusted by the National Geodetic Survey in February 2007.
 CZ1802
 CZ1802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1802.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1802.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1802.The epoch date for horizontal control is a decimal equivalence
 CZ1802.of Year/Month/Day.
 CZ1802
 CZ1802.The orthometric height was determined by GPS observations and a
 CZ1802.high-resolution geoid model.
 CZ1802.The orthometric height was determined by GPS observations and a
 CZ1802.high-resolution geoid model using precise GPS observation and
 CZ1802.processing techniques.
 CZ1802
 CZ1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1802
 CZ1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1802
 CZ1802.The ellipsoidal height was determined by GPS observations
 CZ1802.and is referenced to NAD 83.
 CZ1802
 CZ1802.The geoid height was determined by GEOID03.
 CZ1802
 CZ1802;                    North         East     Units Scale Factor Converg.
 CZ1802;SPC AZ E     -   149,150.769   190,047.136   MT  0.99990670   -0 07 57.0
 CZ1802;SPC AZ E     -   489,339.79    623,514.23   iFT  0.99990670   -0 07 57.0
 CZ1802;SPC AZ C     -   150,115.891   354,778.428   MT  1.00014655   +0 48 14.1
 CZ1802;SPC AZ C     -   492,506.20  1,163,971.22   iFT  1.00014655   +0 48 14.1
 CZ1802;UTM  12      - 3,578,831.702   555,111.174   MT  0.99963745   +0 18 48.0
 CZ1802
 CZ1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1802!SPC AZ E     -   0.99985588  x   0.99990670  =   0.99976259
 CZ1802!SPC AZ C     -   0.99985588  x   1.00014655  =   1.00000241
 CZ1802!UTM  12      -   0.99985588  x   0.99963745  =   0.99949338
 CZ1802
 CZ1802|---------------------------------------------------------------------|
 CZ1802| PID    Reference Object                     Distance      Geod. Az  |
 CZ1802|                                                           dddmmss.s |
 CZ1802| CC6052 BELL RM 1                            13.657 METERS 03516     |
 CZ1802| CC6053 BELL RM 2                            26.829 METERS 12120     |
 CZ1802| CC6051 BELL AZ MK                                         1895247.2 |
 CZ1802|---------------------------------------------------------------------|
 CZ1802
 CZ1802                          SUPERSEDED SURVEY CONTROL
 CZ1802
 CZ1802  NAD 83(1992)-  32 20 42.11725(N)    110 24 51.61583(W) AD(       ) A
 CZ1802  ELLIP H (03/22/05)  918.035  (m)                       GP(       ) 4 1
 CZ1802  NAD 83(1992)-  32 20 42.11925(N)    110 24 51.61443(W) AD(       ) 1
 CZ1802  NAD 83(1986)-  32 20 42.11562(N)    110 24 51.61085(W) AD(       ) 1
 CZ1802  NAD 27      -  32 20 41.85300(N)    110 24 49.31300(W) AD(       ) 1
 CZ1802  NGVD 29 (07/19/86)  945.3    (m)         3101.     (f) VERT ANG    3  
 CZ1802
 CZ1802.Superseded values are not recommended for survey control.
 CZ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1802.See file dsdata.txt to determine how the superseded data were derived.
 CZ1802
 CZ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5511178832(NAD 83)
 CZ1802_MARKER: DS = TRIANGULATION STATION DISK
 CZ1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1802_STAMPING: BELL 1946
 CZ1802_MARK LOGO: CGS   
 CZ1802_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1802+STABILITY: SURFACE MOTION
 CZ1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1802+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CZ1802
 CZ1802  HISTORY     - Date     Condition        Report By
 CZ1802  HISTORY     - 1946     MONUMENTED       CGS
 CZ1802  HISTORY     - 1947     GOOD             CGS
 CZ1802  HISTORY     - 1972     GOOD             AZHD
 CZ1802  HISTORY     - 20031030 GOOD             AZ-003
 CZ1802
 CZ1802                          STATION DESCRIPTION
 CZ1802
 CZ1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1802'THIS STATION WAS BUILT IN 1946 BY THE PARTY OF C.A. EGNER,
 CZ1802'BUT WAS NEITHER OCCUPIED NOR OBSERVED UPON.  STATION, UNDERGROUND,
 CZ1802'REFERENCE MARKS, AND AZIMUTH MARK WERE SET.
 CZ1802'
 CZ1802'STATION IS LOCATED ABOUT 26-1/2 MILES, AIRLINE, NNW OF BENSON,
 CZ1802'ABOUT 7-1/2 MILES SE OF REDINGTON, ON THE E SIDE OF THE SAN
 CZ1802'PEDRO RIVER, AND 0.1 MILE E OF THE REDINGTON ROAD.
 CZ1802'
 CZ1802'TO REACH FROM THE POST OFFICE IN BENSON, GO E ON STATE HIGHWAY
 CZ1802'86 FOR 1.4 MILES TO A T-INTERSECTION (0.45 MILE AFTER
 CZ1802'CROSSING BRIDGE OVER SAN PEDRO RIVER).  TURN LEFT, N, CROSS
 CZ1802'CATTLE GUARD, AND FOLLOW MACADAM ROAD 3.05 MILES TO THE
 CZ1802'STORE AND POST OFFICE AT POMERENE.  TURN LEFT AND GO 0.25 MILE,
 CZ1802'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 17.2 MILES TO A
 CZ1802'T-INTERSECTION AT SIGN IN FORKS WHICH READS WILLCOX 32 MILES.
 CZ1802'THIS IS THE JUNCTION OF THE REDINGTON AND WILLCOX ROADS.
 CZ1802'CONTINUE AHEAD ON THE REDINGTON ROAD 11.8 MILES TO A CATTLE
 CZ1802'GUARD.  CONTINUE AHEAD ON MAIN TRAVELED ROAD 0.8 MILE.  (THIS
 CZ1802'POINT IS 8.9 MILES S OF REDINGTON.) HERE TURN RIGHT OFF
 CZ1802'ROAD AND DRIVE 0.1 MILE TO CAIRN AND STATION SITE WHICH
 CZ1802'CAN BE SEEN FROM THE ROAD.
 CZ1802'
 CZ1802'STATION IS MARKED BY A BRONZE STATION DISK IN TOP OF A
 CZ1802'10-INCH-SQUARE CONCRETE MONUMENT.  DISK IS STAMPED BELL 1946.
 CZ1802'
 CZ1802'THE REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN 10-INCH SQUARE
 CZ1802'CONCRETE MONUMENTS.
 CZ1802'
 CZ1802'REFERENCE MARK 1 IS ABOUT 45 FEET NE OF THE STATION, STAMPED
 CZ1802'BELL NO 1 1946.
 CZ1802'
 CZ1802'REFERENCE MARK 2 IS ABOUT 60 FEET SE OF THE STATION, STAMPED
 CZ1802'BELL NO 2 1946.
 CZ1802'
 CZ1802'THE AZIMUTH MARK IS ABOUT 1/3 MILE SSW OF THE STATION, 0.5
 CZ1802'MILE BEYOND CATTLE GUARD MENTIONED ABOVE, IN A FENCE CORNER
 CZ1802'ON W SIDE OF ROAD AT A SECOND CATTLE GUARD.  MARKED BY A
 CZ1802'BRONZE AZIMUTH DISK, STAMPED BELL 1946, AND IN THE TOP OF A
 CZ1802'10-INCH-SQUARE CONCRETE MONUMENT.
 CZ1802'
 CZ1802'A 4-FOOT STAND ERECTED.
 CZ1802'
 CZ1802'(ABOVE DESCRIPTION COMPILED FROM BUILDERS NOTES AND RECONNAISSANCE
 CZ1802'DESCRIPTION.)
 CZ1802'
 CZ1802'NOT OCCUPIED.
 CZ1802
 CZ1802                          STATION RECOVERY (1947)
 CZ1802
 CZ1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1802'THE STATION IS LOCATED ABOUT 26.5 MILES AIR LINE NORTH-NORTHWEST
 CZ1802'OF BENSON, ABOUT 7.5 MILES SOUTHEAST OF REDINGTON, ON THE
 CZ1802'EAST SIDE OF THE SAN PEDRO RIVER, ABOUT 0.1 MILE EAST OF THE
 CZ1802'REDINGTON ROAD ON A LOW BENCH APPROXIMATELY 30 FEET HIGHER
 CZ1802'THAN THE ROAD, RATHER STEEP TO THE WEST WITH A GRADUAL GRADE
 CZ1802'TO EAST, 6 FEET SOUTHEAST OF A 3 FOOT CAIRN, PROJECTS 2 INCHES
 CZ1802'AND IS STAMPED BELL 1946.
 CZ1802'
 CZ1802'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 CZ1802'THE STATION, 20 PACES SOUTH OF THE NORTH BRIM OF BENCH, PROJECTS
 CZ1802'3 INCHES AND IS STAMPED BELL NO 1 1946.
 CZ1802'
 CZ1802'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 CZ1802'STATION, AT A POINT WHERE THE BENCH SLOPES TO THE SOUTH, 14
 CZ1802'PACES NORTH OF A SMALL WASH, PROJECTS 2 INCHES AND IS STAMPED
 CZ1802'BELL NO 2 1946.
 CZ1802'
 CZ1802'THE AZIMUTH MARK IS LOCATED ALONG ROAD TO STATION, AT A CATTLE
 CZ1802'GUARD, 21 FEET WEST OF CENTER LINE OF ROAD, 5 FEET EAST OF
 CZ1802'A NORTH-SOUTH FENCE LINE, SET FLUSH AND IS STAMPED BELL 1946.
 CZ1802'
 CZ1802'TO REACH FROM THE POST OFFICE IN BENSON.  GO EAST ON STATE
 CZ1802'HIGHWAY 86 TOWARD WILLCOX FOR 1.2 MILE (THIS IS 0.3 MILE AFTER
 CZ1802'CROSSING THE SAN PEDRO RIVER) TO A T INTERSECTION.  TURN LEFT
 CZ1802'(N) ACROSS CATTLE GUARD AND FOLLOW HARD SURFACED ROAD FOR 3.2
 CZ1802'MILES TO STORE AND POST OFFICE AT POMERENE.  TURN LEFT AND
 CZ1802'GO 0.25 MILE TO A POINT WHERE MAIN ROAD TURNS NORTH.  TURN
 CZ1802'NORTH AND FOLLOW MAIN ROAD FOR 17.7 MILES TO THE INTERSECTION
 CZ1802'OF THE REDINGTON AND WILLCOX ROADS.  CONTINUE STRAIGHT AHEAD
 CZ1802'ON THE REDINGTON ROAD FOR 12.8 MILES TO A CATTLE GUARD AT
 CZ1802'TOP OF A SMALL HILL AND AZIMUTH MARK ON LEFT AS DESCRIBED
 CZ1802'ABOVE.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE.  TURN RIGHT AND
 CZ1802'DRIVE TO TOP OF LOW BENCH, A DISTANCE OF 0.1 MILE TO
 CZ1802'STATION.
 CZ1802
 CZ1802                          STATION RECOVERY (1972)
 CZ1802
 CZ1802'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (DHK)
 CZ1802'STATION MARK IN GOOD CONDITION.
 CZ1802'
 CZ1802'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 CZ1802'
 CZ1802'AZIMUTH MARK FOUND AS DESCRIBED.
 CZ1802
 CZ1802                          STATION RECOVERY (2003)
 CZ1802
 CZ1802'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CZ1802'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1254 ***********************************************************************
 DA1254  DESIGNATION -  BELL
 DA1254  PID         -  DA1254
 DA1254  STATE/COUNTY-  AZ/PIMA
 DA1254  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA1254
 DA1254                         *CURRENT SURVEY CONTROL
 DA1254  ___________________________________________________________________
 DA1254* NAD 83(1992)-  32 07 06.21351(N)    113 06 41.41985(W)     ADJUSTED  
 DA1254* NAVD 88     -       324.6    (meters)    1065.     (feet)  VERTCON   
 DA1254  ___________________________________________________________________
 DA1254  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DA1254  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1254  HORZ ORDER  -  THIRD
 DA1254
 DA1254.The horizontal coordinates were established by classical geodetic methods
 DA1254.and adjusted by the National Geodetic Survey in August 1993.
 DA1254
 DA1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1254
 DA1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1254
 DA1254.The geoid height was determined by GEOID03.
 DA1254
 DA1254;                    North         East     Units Scale Factor Converg.
 DA1254;SPC AZ C     -   124,619.128   100,608.938   MT  1.00005673   -0 38 07.2
 DA1254;SPC AZ C     -   408,855.41    330,081.82   iFT  1.00005673   -0 38 07.2
 DA1254;UTM  12      - 3,555,510.862   300,793.972   MT  1.00008940   -1 07 22.8
 DA1254
 DA1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1254!SPC AZ C     -   0.99995414  x   1.00005673  =   1.00001087
 DA1254!UTM  12      -   0.99995414  x   1.00008940  =   1.00004354
 DA1254
 DA1254:                Primary Azimuth Mark                     Grid Az
 DA1254:SPC AZ C     -  QUITOVAGUITA                             197 58 10.7
 DA1254:UTM  12      -  QUITOVAGUITA                             198 27 26.3
 DA1254
 DA1254|---------------------------------------------------------------------|
 DA1254| PID    Reference Object                     Distance      Geod. Az  |
 DA1254|                                                           dddmmss.s |
 DA1254| DA1412 QUITOVAGUITA                        APPROX.10.8 KM 1972003.5 |
 DA1254|---------------------------------------------------------------------|
 DA1254
 DA1254                          SUPERSEDED SURVEY CONTROL
 DA1254
 DA1254  NAD 83(1986)-  32 07 06.18040(N)    113 06 41.41948(W) AD(       ) 3
 DA1254  NGVD 29 (06/20/88)  323.9    (m)         1063.     (f) VERT ANG    3  
 DA1254
 DA1254.Superseded values are not recommended for survey control.
 DA1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1254.See file dsdata.txt to determine how the superseded data were derived.
 DA1254
 DA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0079455511(NAD 83)
 DA1254_MARKER: DS = TRIANGULATION STATION DISK
 DA1254_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DA1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1254
 DA1254  HISTORY     - Date     Condition        Report By
 DA1254  HISTORY     - 1962     MONUMENTED       AMS
 DA1254
 DA1254                          STATION DESCRIPTION
 DA1254
 DA1254'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1254'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1254'
 DA1254'LOCATED ABOUT 22.3 MI SW. OF AJO, ABOUT 10.1 MI WSW. OF BATES
 DA1254'WELL.
 DA1254'
 DA1254'TO REACH FROM BATES WELL, GO WSW. ON MAIN-TRAVELED RD. 8.5 MI TO
 DA1254'N.-S. FENCE AND GATE.  PASS THROUGH GATE 1.6 MI TO STATION 255 FT
 DA1254'SSE. OF CENTERLINE OF RD. AND 5.0 FT SSE. OF 4X4-INCH WHITE
 DA1254'WITNESS POST.
 DA1254'
 DA1254'STATION MARK--USE DISK STAMPED---BELL ARMY MAP SERVICE 1962---, IN
 DA1254'POURED CONCRETE PROJECTING 0.2 FT.
 DA1254'
 DA1254'RM 1--USE RM DISK STAMPED---BELL RM NO 1 ARMY MAP SERVICE 1962---,
 DA1254'IN POURED CONCRETE PROJECTING 0.3 FT.
 DA1254'
 DA1254'RM 2--USE RM DISK STAMPED---BELL RM NO 2 ARMY MAP SERVICE 1962---,
 DA1254'IN POURED CONCRETE PROJECTING 0.3 FT.
 DA1254'
 DA1254'AZ MARK--NGS BM DISK STAMPED---W 342 1961---, 21 FT S. OF
 DA1254'CENTERLINE OF RD., IN CONCRETE PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0889 ***********************************************************************
 ES0889  DESIGNATION -  BELL
 ES0889  PID         -  ES0889
 ES0889  STATE/COUNTY-  AZ/NAVAJO
 ES0889  USGS QUAD   -  PORTER CANYON (1986)
 ES0889
 ES0889                         *CURRENT SURVEY CONTROL
 ES0889  ___________________________________________________________________
 ES0889* NAD 83(1992)-  34 50 13.73787(N)    110 11 02.21019(W)     ADJUSTED  
 ES0889* NAVD 88     -      1642.6    (meters)    5389.     (feet)  VERTCON   
 ES0889  ___________________________________________________________________
 ES0889  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ES0889  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0889  HORZ ORDER  -  SECOND
 ES0889
 ES0889.The horizontal coordinates were established by classical geodetic methods
 ES0889.and adjusted by the National Geodetic Survey in August 1993.
 ES0889
 ES0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0889
 ES0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0889
 ES0889.The geoid height was determined by GEOID03.
 ES0889
 ES0889;                    North         East     Units Scale Factor Converg.
 ES0889;SPC AZ E     -   425,509.664   211,779.524   MT  0.99990003   -0 00 35.5
 ES0889;SPC AZ E     - 1,396,029.08    694,814.71   iFT  0.99990003   -0 00 35.5
 ES0889;UTM  12      - 3,855,287.344   574,614.278   MT  0.99966862   +0 27 58.3
 ES0889
 ES0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0889!SPC AZ E     -   0.99974605  x   0.99990003  =   0.99964610
 ES0889!UTM  12      -   0.99974605  x   0.99966862  =   0.99941475
 ES0889
 ES0889|---------------------------------------------------------------------|
 ES0889| PID    Reference Object                     Distance      Geod. Az  |
 ES0889|                                                           dddmmss.s |
 ES0889| DZ1381 BELL RM 2                            12.558 METERS 02716     |
 ES0889| ES0935 RAIL                                APPROX. 2.7 KM 0304932.7 |
 ES0889| DZ1380 BELL RM 1                            12.898 METERS 20642     |
 ES0889|---------------------------------------------------------------------|
 ES0889
 ES0889                          SUPERSEDED SURVEY CONTROL
 ES0889
 ES0889  NAD 83(1986)-  34 50 13.73088(N)    110 11 02.21300(W) AD(       ) 2
 ES0889  NGVD 29 (08/03/87) 1641.7    (m)         5386.     (f) VERT ANG    3  
 ES0889
 ES0889.Superseded values are not recommended for survey control.
 ES0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0889.See file dsdata.txt to determine how the superseded data were derived.
 ES0889
 ES0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7461455287(NAD 83)
 ES0889_MARKER: DS = TRIANGULATION STATION DISK
 ES0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0889+STABILITY: SURFACE MOTION
 ES0889
 ES0889  HISTORY     - Date     Condition        Report By
 ES0889  HISTORY     - 1983     MONUMENTED       AZDT
 ES0889
 ES0889                          STATION DESCRIPTION
 ES0889
 ES0889'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0889'THE STATION IS LOCATED 4-1/2 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0889'ROUTE 377.
 ES0889'
 ES0889'THE STATION MARK IS AN AZDT DISK STAMPED---BELL 1983---.  IT IS SET IN
 ES0889'TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHWEST OF THE HIGHWAY
 ES0889'AND 4 FEET SOUTHEAST OF THE WITNESS POST AND SIGN.
 ES0889'
 ES0889'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BELL RM 1 1983---.  IT IS
 ES0889'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0889'
 ES0889'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---P AND M 1251-2 1973---.  IT
 ES0889'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0889'
 ES0889'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST 0.1
 ES0889'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT ALONG STATE ROUTE
 ES0889'77 FOR 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT ALONG S.R. 377 FOR
 ES0889'2.55 MILES TO THE STATION ON THE RIGHT AT MILE POST 31.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1257 ***********************************************************************
 DV1257  DESIGNATION -  BELL 2
 DV1257  PID         -  DV1257
 DV1257  STATE/COUNTY-  AZ/MARICOPA
 DV1257  USGS QUAD   -  UNION HILLS (1981)
 DV1257
 DV1257                         *CURRENT SURVEY CONTROL
 DV1257  ___________________________________________________________________
 DV1257* NAD 83(2007)-  33 38 30.53909(N)    112 06 59.69364(W)     ADJUSTED  
 DV1257* NAVD 88     -       407.193  (meters)    1335.93   (feet)  ADJUSTED  
 DV1257  ___________________________________________________________________
 DV1257  EPOCH DATE  -        2007.00
 DV1257  X           -  -2,001,315.302 (meters)                     COMP
 DV1257  Y           -  -4,924,556.264 (meters)                     COMP
 DV1257  Z           -   3,513,649.319 (meters)                     COMP
 DV1257  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1257  ELLIP HEIGHT-         377.555 (meters)          (02/10/07) ADJUSTED
 DV1257  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV1257  DYNAMIC HT  -         406.719 (meters)    1334.38  (feet)  COMP
 DV1257
 DV1257  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1257  Type    PID    Designation                      North   East  Ellip
 DV1257  -------------------------------------------------------------------
 DV1257  NETWORK DV1257 BELL 2                            0.73   0.53   1.16
 DV1257  -------------------------------------------------------------------
 DV1257  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DV1257
 DV1257  VERT ORDER  -  FIRST     CLASS II
 DV1257
 DV1257.The horizontal coordinates were established by GPS observations
 DV1257.and adjusted by the National Geodetic Survey in February 2007.
 DV1257
 DV1257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1257.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1257.The horizontal coordinates are valid at the epoch date displayed above.
 DV1257.The epoch date for horizontal control is a decimal equivalence
 DV1257.of Year/Month/Day.
 DV1257
 DV1257.The orthometric height was determined by differential leveling
 DV1257.and adjusted in June 1991.
 DV1257
 DV1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1257
 DV1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1257
 DV1257.The ellipsoidal height was determined by GPS observations
 DV1257.and is referenced to NAD 83.
 DV1257
 DV1257.The geoid height was determined by GEOID03.
 DV1257
 DV1257.The dynamic height is computed by dividing the NAVD 88
 DV1257.geopotential number by the normal gravity value computed on the
 DV1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1257.degrees latitude (g = 980.6199 gals.).
 DV1257
 DV1257.The modeled gravity was interpolated from observed gravity values.
 DV1257
 DV1257;                    North         East     Units Scale Factor Converg.
 DV1257;SPC AZ C     -   292,946.325   194,815.588   MT  0.99990424   -0 06 38.7
 DV1257;SPC AZ C     -   961,109.99    639,158.75   iFT  0.99990424   -0 06 38.7
 DV1257;UTM  12      - 3,723,001.457   396,452.788   MT  0.99973218   -0 37 07.1
 DV1257
 DV1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1257!SPC AZ C     -   0.99994073  x   0.99990424  =   0.99984498
 DV1257!UTM  12      -   0.99994073  x   0.99973218  =   0.99967293
 DV1257
 DV1257|---------------------------------------------------------------------|
 DV1257| PID    Reference Object                     Distance      Geod. Az  |
 DV1257|                                                           dddmmss.s |
 DV1257| DV1258 BELL 2 RM 3                          11.358 METERS 01542     |
 DV1257| DV2002 ADOBE SPERRY PHOENIX CO TANK        APPROX. 4.5 KM 0241619.3 |
 DV1257| CH4333 BELL AZ MK                                         1033559.8 |
 DV1257| CH4336 BELL 2 RM 5                          17.084 METERS 12435     |
 DV1257| DV0181 BELL                                 86.182 METERS 14417     |
 DV1257| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX. 6.0 KM 1522415.7 |
 DV1257| CH4334 BELL 2 AZ MK                                       1704526.9 |
 DV1257| CH4335 BELL 2 RM 4                          10.258 METERS 19534     |
 DV1257| DV2028 PHOENIX AM TEL AND TEL MAST         APPROX. 3.0 KM 2323631.8 |
 DV1257|---------------------------------------------------------------------|
 DV1257
 DV1257                          SUPERSEDED SURVEY CONTROL
 DV1257
 DV1257  ELLIP H (06/11/02)  377.600  (m)                       GP(       ) 3 2
 DV1257  NAD 83(1992)-  33 38 30.53768(N)    112 06 59.69196(W) AD(       ) 1
 DV1257  NAD 83(1992)-  33 38 30.53768(N)    112 06 59.69195(W) AD(       ) 1
 DV1257  NAD 83(1986)-  33 38 30.53267(N)    112 06 59.69811(W) AD(       ) 1
 DV1257  NAD 27      -  33 38 30.39400(N)    112 06 57.15030(W) AD(       ) 1
 DV1257  NGVD 29 (07/19/86)  406.62   (m)         1334.1    (f) LEVELING    3  
 DV1257
 DV1257.Superseded values are not recommended for survey control.
 DV1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1257.See file dsdata.txt to determine how the superseded data were derived.
 DV1257
 DV1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9645323001(NAD 83)
 DV1257_MARKER: DS = TRIANGULATION STATION DISK
 DV1257_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV1257_SP_SET: CONCRETE POST
 DV1257_STAMPING: BELL 2 1963
 DV1257_MARK LOGO: CGS   
 DV1257_PROJECTION: RECESSED 15 CENTIMETERS
 DV1257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1257+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 DV1257
 DV1257  HISTORY     - Date     Condition        Report By
 DV1257  HISTORY     - 1963     MONUMENTED       CGS
 DV1257  HISTORY     - 1963     GOOD             CGS
 DV1257  HISTORY     - 1970     GOOD             NGS
 DV1257  HISTORY     - 1981     GOOD             NGS
 DV1257  HISTORY     - 19970124 GOOD             ATEAM
 DV1257  HISTORY     - 20060226 GOOD             GEOCAC
 DV1257  HISTORY     - 20060226 GOOD             GEOCAC
 DV1257  HISTORY     - 20070411 GOOD             GEOCAC
 DV1257
 DV1257                          STATION DESCRIPTION
 DV1257
 DV1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV1257'STATION IS LOCATED ABOUT 13 MILES NORTH OF THE CENTER OF
 DV1257'PHOENIX, ABOUT 3 MILES SOUTH OF THE VILLAGE OF ADOBE AND ON
 DV1257'THE WEST SIDE OF STATE HIGHWAY 69.
 DV1257'
 DV1257'TO REACH THE STATION FROM THE INTERSECTION OF WEST CAMELBACK
 DV1257'ROAD AND BLACK CANYON HIGHWAY IN PHOENIX, GO NORTH ON BLACK
 DV1257'CANYON HIGHWAY (STATE HIGHWAY 69) FOR 8.7 MILES TO WEST BALL
 DV1257'ROAD, CONTINUE NORTH ON STATE HIGHWAY 69 FOR 0.15 MILE TO STATION
 DV1257'ON LEFT AS DESCRIBED.
 DV1257'
 DV1257'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED BELL 2 1963,
 DV1257'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DV1257'WITH THE SURFACE OF THE GROUND.  THE MARK IS 322 FEET NORTH OF
 DV1257'THE CENTER OF A GRAVEL ROAD, 271 FEET WEST OF THE WEST EDGE
 DV1257'OF STATE HIGHWAY 69, 170 FEET WEST OF ROAD SIGN PANCAKE HOUSE
 DV1257'AND 1.5 FEET SOUTH OF THE WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED BELL 2 NO.
 DV1257'3 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV1257'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 357 FEET
 DV1257'NORTH OF THE CENTER OF BLADED ROAD, 256 FEET WEST OF THE WEST
 DV1257'EDGE OF STATE HIGHWAY 69 AND 35 FEET NORTH OF THE WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED BELL 2
 DV1257'NO 4 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV1257'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 288
 DV1257'FEET NORTH OF THE CENTER OF BLADED ROAD, 283 FEET WEST OF THE
 DV1257'WEST EDGE OF STATE HIGHWAY 69 AND 38.5 FEET SOUTH OF THE
 DV1257'WITNESS POST.
 DV1257'
 DV1257'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BELL 1959, IS
 DV1257'SET IN THE TOP OF A CONCRETE CYLNDER WHICH PROJECTS ABOUT
 DV1257'4 INCHES ABOVE THE GROUND.  THE MARK IS 49 FEET NORTHEAST OF
 DV1257'THE CENTER OF A IRRIGATION WATER PUMP, 43 FEET SOUTH OF THE
 DV1257'CENTER OF WEST BELL ROAD, 21.5 FEET SOUTHEAST OF EAST POLE
 DV1257'OF DOUBLE POWER POLES WITH 3 TRANSFORMERS, 14 FEET WEST OF THE
 DV1257'CENTER OF DRIVE AND 2 FEET WEST OF THE WITNESS POST.
 DV1257'
 DV1257'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DV1257
 DV1257                          STATION RECOVERY (1963)
 DV1257
 DV1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV1257'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV1257'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 DV1257'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 DV1257'
 DV1257'THE 1963 DESCRIPTION SUBMITTED EARLIER IS ADEQUATE.
 DV1257
 DV1257                          STATION RECOVERY (1970)
 DV1257
 DV1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV1257'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 DV1257'RECOVERED.  REFERENCE MARK 4 HAS BEEN DESTROYED.  THE AZIMUTH
 DV1257'MARK WOULD NOT SEE THE STATION DUE TO DEVELOPMENT IN THE AREA.
 DV1257'AZIMUTH MARK NO. 2 AND REFERENCE MARK NO. 5 WERE ESTABLISHED
 DV1257'AT THIS TIME.
 DV1257'
 DV1257'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF THE CENTER OF
 DV1257'PHOENIX AND ABOUT 0.05 MILE WEST OF INTERSTATE HIGHWAY 17 AT
 DV1257'THE BELL ROAD INTERCHANGE.
 DV1257'
 DV1257'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND BELL ROAD,
 DV1257'GO WEST ALONG BELL ROAD FOR ABOUT 0.1 MILE TO THE WEST FRONTAGE
 DV1257'ROAD.  TURN RIGHT ALONG A DIRT ROAD WHICH PARALLELS THIS
 DV1257'ONE WAY STREET FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DV1257'
 DV1257'THE STATION MARK IS A STANDARD DISK STAMPED, BELL 2 1963.
 DV1257'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 DV1257'PROJECTS 1/2 INCH.  IT IS 211 FEET NORTHEAST OF POWER POLE
 DV1257'30T PS62947.  193 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 DV1257'114-1/2 FEET SOUTH OF HIGHWAY RIGHT OF WAY STATION 648+00
 DV1257'WHICH IS MARKED WITH A WHITE ANGLE IRON THAT PROJECTS 2 FEET,
 DV1257'26 FEET WEST OF THE FRONTAGE ROAD AND 2 FEET SOUTH OF THE
 DV1257'WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 3, IS A STANDARD DISK STAMPED, BELL 2 NO 3 1963.
 DV1257'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH
 DV1257'WITH THE GROUND.  IT IS 79-1/2 FEET SOUTH-SOUTHWEST OF HIGHWAY
 DV1257'STATION 648+00, 38 FEET WEST OF THE CENTER OF THE FRONTAGE
 DV1257'ROAD AND 37-1/2 FEET NORTH OF THE WITNESS POST.
 DV1257'
 DV1257'REFERENCE MARK 5, IS A STANDARD DISK STAMPED, BELL 2 1963 NO
 DV1257'5 1970.  IT IS SET IN A DRILL HOLE IN THE EAST HEADWALL OF A
 DV1257'6 FOOT DRAINAGE DITCH.  IT IS 58 FEET EAST OF THE WITNESS POST
 DV1257'AND 30 FEET EAST OF THE CENTER OF THE WEST FRONTAGE ROAD.
 DV1257'
 DV1257'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH
 DV1257'ROUND CONCRETE MONUMENT AND STAMPED, BELL 1959.  0.5 MILE
 DV1257'EAST ALONG BELL ROAD FROM INTERSTATE 17, 18 FEET NORTHEAST OF A
 DV1257'20 FOOT STAND PIPE, 43 FEET SOUTH OF CENTER LINE OF EAST BELL
 DV1257'ROAD AND 2 FEET WEST OF WITNESS POST.
 DV1257'
 DV1257'AZIMUTH MARK NO. 2, IS A STANDARD DISK STAMPED, BELL 2 1963
 DV1257'NO 2 1970.  IT IS SET IN A DRILL HOLE IN THE CONCRETE
 DV1257'BASE OF THE FIRST LAMP POLE SOUTH OF THE BRIDGE OVER BELL
 DV1257'ROAD, 78 PACES SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE
 DV1257'AND ABOUT 15 FEET WEST OF THE CENTER OF THE EXIT LANE.
 DV1257'
 DV1257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13
 DV1257'MILES NORTH OF PHOENIX.
 DV1257
 DV1257                          STATION RECOVERY (1981)
 DV1257
 DV1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1257'18.4 KM (11.45 MI) NORT FROM PHOENIX.
 DV1257'18.4 KM (11.45 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1257'INTERSECTION OF GRAND AVENUE AT PHOENIX, 0.25 KM (0.15 MI) NORTH OF
 DV1257'BELL ROAD, 0.2 KM (0.1 MI) WEST OF INTERSTATE 17, AT THE SOUTHWEST
 DV1257'END OF A CURVE IN THE WEST FRONTAGE ROAD, 6.9 METERS (22.6 FT )
 DV1257'NORTHWEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD, 42.4 METERS
 DV1257'(139 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHEAST DRIVEWAY TO A
 DV1257'VERY SMALL TRAILER PARK, 31.5 METERS (103.5 FT) NORTHEAST OF THE
 DV1257'CENTERLINE OF THE SOUTHWEST DRIVEWAY TO THE TRAILER PARK, 2.4 METERS
 DV1257'(7.9 FT) SOUTHEAST OF A CHAIN LINK FENCE.
 DV1257'THE MARK IS 2.2 METERS  SE FROM A WITNESS POST.
 DV1257'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
 DV1257
 DV1257                          STATION RECOVERY (1997)
 DV1257
 DV1257'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV1257'RECOVERED AS DESCRIBED IN NOTE OF 1962
 DV1257
 DV1257                          STATION RECOVERY (2006)
 DV1257
 DV1257'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV1257'RECOVERED IN GOOD CONDITION.
 DV1257
 DV1257                          STATION RECOVERY (2006)
 DV1257
 DV1257'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV1257'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 DV1257'SEARCH BY PID.
 DV1257
 DV1257                          STATION RECOVERY (2007)
 DV1257
 DV1257'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1258 ***********************************************************************
 DV1258  DESIGNATION -  BELL 2 RM 3
 DV1258  PID         -  DV1258
 DV1258  STATE/COUNTY-  AZ/MARICOPA
 DV1258  USGS QUAD   -  UNION HILLS (1981)
 DV1258
 DV1258                         *CURRENT SURVEY CONTROL
 DV1258  ___________________________________________________________________
 DV1258* NAD 83(1986)-  33 38 30.     (N)    112 07 00.     (W)     SCALED    
 DV1258* NAVD 88     -       407.268  (meters)    1336.18   (feet)  ADJUSTED  
 DV1258  ___________________________________________________________________
 DV1258  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV1258  DYNAMIC HT  -         406.794 (meters)    1334.62  (feet)  COMP
 DV1258  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DV1258
 DV1258  VERT ORDER  -  FIRST     CLASS II
 DV1258
 DV1258.The horizontal coordinates were scaled from a topographic map and have
 DV1258.an estimated accuracy of +/- 6 seconds.
 DV1258
 DV1258.The orthometric height was determined by differential leveling
 DV1258.and adjusted in June 1991.
 DV1258
 DV1258.The geoid height was determined by GEOID03.
 DV1258
 DV1258.The dynamic height is computed by dividing the NAVD 88
 DV1258.geopotential number by the normal gravity value computed on the
 DV1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1258.degrees latitude (g = 980.6199 gals.).
 DV1258
 DV1258.The modeled gravity was interpolated from observed gravity values.
 DV1258
 DV1258;                    North         East    Units  Estimated Accuracy
 DV1258;SPC AZ C     -   292,930.      194,810.      MT  (+/- 180 meters Scaled)
 DV1258
 DV1258                          SUPERSEDED SURVEY CONTROL
 DV1258
 DV1258.No superseded survey control is available for this station.
 DV1258
 DV1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964229(NAD 83)
 DV1258_MARKER: DR = REFERENCE MARK DISK
 DV1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1258_SP_SET: CONCRETE POST
 DV1258_STAMPING: BELL 2 NO 3 1963
 DV1258_MARK LOGO: CGS   
 DV1258_PROJECTION: FLUSH
 DV1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1258+STABILITY: SURFACE MOTION
 DV1258
 DV1258  HISTORY     - Date     Condition        Report By
 DV1258  HISTORY     - 1963     MONUMENTED       CGS
 DV1258  HISTORY     - 1981     GOOD             NGS
 DV1258  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1258  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV1258
 DV1258                          STATION DESCRIPTION
 DV1258
 DV1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1258'18.4 KM (11.45 MI) NORT FROM PHOENIX.
 DV1258'18.4 KM (11.45 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1258'INTERSECTION OF GRAND AVENUE AT PHOENIX, 0.25 KM (0.15 MI) NORTH OF
 DV1258'BELL ROAD, 0.2 KM (0.1 MI) WEST OF INTERSTATE 17, 11.4 METERS
 DV1258'(37.4 FT) NORTHWEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD, 31.1
 DV1258'METERS (102 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHEAST DRIVEWAY
 DV1258'LEADING TO A SMALL TRAILER PARK, 42.8 METERS (140.5 FT) NORTHEAST OF
 DV1258'THE CENTERLINE OF THE SOUTHWEST DRIVEWAY LEADING TO THE TRAILER PARK,
 DV1258'2.1 METERS (6.9 FT) NORTHWEST OF A CHAIN LINK FENCE, 11.36 METERS
 DV1258'(37.25 FT) NORTH OF STATION BELL 2.
 DV1258'THE MARK IS 11.0 METERS  N FROM A WITNESS POST.
 DV1258'THE MARK IS 0.6 M BELOW THE ROAD.
 DV1258
 DV1258                          STATION RECOVERY (2004)
 DV1258
 DV1258'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1258'NOT FOUND. NEW HEAD OVER THE MARKER.
 DV1258
 DV1258                          STATION RECOVERY (2007)
 DV1258
 DV1258'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1258'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV1258'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5762 ***********************************************************************
 DH5762  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5762  DESIGNATION -  BELL RANCH
 DH5762  PID         -  DH5762
 DH5762  STATE/COUNTY-  AZ/COCHISE
 DH5762  USGS QUAD   -  DOS CABEZAS SW (1974)
 DH5762
 DH5762                         *CURRENT SURVEY CONTROL
 DH5762  ___________________________________________________________________
 DH5762* NAD 83(2007)-  32 02 09.97973(N)    109 41 42.85179(W)     ADJUSTED  
 DH5762* NAVD 88     -      1318.25   (meters)    4325.0    (feet)  GPS OBS   
 DH5762  ___________________________________________________________________
 DH5762  EPOCH DATE  -        2007.00
 DH5762  X           -  -1,824,283.092 (meters)                     COMP
 DH5762  Y           -  -5,096,360.082 (meters)                     COMP
 DH5762  Z           -   3,364,510.951 (meters)                     COMP
 DH5762  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DH5762  ELLIP HEIGHT-        1291.183 (meters)          (02/10/07) ADJUSTED
 DH5762  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DH5762
 DH5762  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5762  Type    PID    Designation                      North   East  Ellip
 DH5762  -------------------------------------------------------------------
 DH5762  NETWORK DH5762 BELL RANCH                        0.80   0.65   2.45
 DH5762  -------------------------------------------------------------------
 DH5762
 DH5762.The horizontal coordinates were established by GPS observations
 DH5762.and adjusted by the National Geodetic Survey in February 2007.
 DH5762
 DH5762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5762.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5762.The horizontal coordinates are valid at the epoch date displayed above.
 DH5762.The epoch date for horizontal control is a decimal equivalence
 DH5762.of Year/Month/Day.
 DH5762
 DH5762.The orthometric height was determined by GPS observations and a
 DH5762.high-resolution geoid model.
 DH5762.The orthometric height was determined by GPS observations and a
 DH5762.high-resolution geoid model using precise GPS observation and
 DH5762.processing techniques.
 DH5762
 DH5762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5762
 DH5762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5762
 DH5762.The ellipsoidal height was determined by GPS observations
 DH5762.and is referenced to NAD 83.
 DH5762
 DH5762.The geoid height was determined by GEOID03.
 DH5762
 DH5762;                    North         East     Units Scale Factor Converg.
 DH5762;SPC AZ E     -   114,967.424   257,885.210   MT  0.99992444   +0 15 00.3
 DH5762;SPC AZ E     -   377,189.71    846,080.09   iFT  0.99992444   +0 15 00.3
 DH5762;UTM  12      - 3,545,181.903   623,198.249   MT  0.99978718   +0 41 31.9
 DH5762
 DH5762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5762!SPC AZ E     -   0.99979730  x   0.99992444  =   0.99972176
 DH5762!UTM  12      -   0.99979730  x   0.99978718  =   0.99958453
 DH5762
 DH5762                          SUPERSEDED SURVEY CONTROL
 DH5762
 DH5762  NAD 83(1992)-  32 02 09.97938(N)    109 41 42.85086(W) AD(       ) B
 DH5762  ELLIP H (08/22/05) 1291.202  (m)                       GP(       ) 4 2
 DH5762
 DH5762.Superseded values are not recommended for survey control.
 DH5762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5762.See file dsdata.txt to determine how the superseded data were derived.
 DH5762
 DH5762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2319845182(NAD 83)
 DH5762_MARKER: DD = SURVEY DISK
 DH5762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5762_STAMPING: BELL RANCH 2004
 DH5762_MARK LOGO: AZ-003
 DH5762_PROJECTION: FLUSH
 DH5762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5762+STABILITY: SURFACE MOTION
 DH5762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5762+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5762
 DH5762  HISTORY     - Date     Condition        Report By
 DH5762  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5762
 DH5762                          STATION DESCRIPTION
 DH5762
 DH5762'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5762'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5762'HIGHWAY 186 IN WILLCOX, AZ TRAVEL SOUTHEASTERLY ON 186 FOR 5.92 MILES
 DH5762'TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS SETTELMENT RD. FOR
 DH5762'APROX. 10.0 MILES TO BAKER RD.   HEAD EAST ON BAKER RD. FOR 3.95 MILES
 DH5762'TO CIMMARON DR. TAKE CIMMARON DR. SOUTH FOR 1.0 MILES TO THE STATION.
 DH5762'THE STATION IS LOCATED APPROX. 100 FEET EAST OF A WATER IRRIGATION
 DH5762'PUMP IN A FARM FIELD ACROSS FROM A PECAN ORCHARD.
 DH5762' 
 DH5762'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5762'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5762'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0180 ***********************************************************************
 DV0180  DESIGNATION -  BELL RM 1
 DV0180  PID         -  DV0180
 DV0180  STATE/COUNTY-  AZ/MARICOPA
 DV0180  USGS QUAD   -  UNION HILLS (1981)
 DV0180
 DV0180                         *CURRENT SURVEY CONTROL
 DV0180  ___________________________________________________________________
 DV0180* NAD 83(1986)-  33 38 28.     (N)    112 06 58.     (W)     SCALED    
 DV0180* NAVD 88     -       407.35   (+/-2cm)    1336.4    (feet)  VERTCON   
 DV0180  ___________________________________________________________________
 DV0180  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0180
 DV0180.The horizontal coordinates were scaled from a topographic map and have
 DV0180.an estimated accuracy of +/- 6 seconds.
 DV0180
 DV0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0180.The vertical order pertains to the NGVD 29 superseded value.
 DV0180
 DV0180.The geoid height was determined by GEOID03.
 DV0180
 DV0180;                    North         East    Units  Estimated Accuracy
 DV0180;SPC AZ C     -   292,870.      194,860.      MT  (+/- 180 meters Scaled)
 DV0180
 DV0180                          SUPERSEDED SURVEY CONTROL
 DV0180
 DV0180  NGVD 29 (??/??/92)  406.784  (m)         1334.59   (f) ADJ UNCH    2 0
 DV0180
 DV0180.Superseded values are not recommended for survey control.
 DV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0180.See file dsdata.txt to determine how the superseded data were derived.
 DV0180
 DV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964229(NAD 83)
 DV0180_MARKER: DR = REFERENCE MARK DISK
 DV0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0180_SP_SET: MONUMENT
 DV0180_STAMPING: BELL NO 1 1959
 DV0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0180
 DV0180  HISTORY     - Date     Condition        Report By
 DV0180  HISTORY     - 1959     MONUMENTED       CGS
 DV0180  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0180
 DV0180                          STATION DESCRIPTION
 DV0180
 DV0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0180'6.0 MI N FROM PHOENIX.
 DV0180'11.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0180'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE NORTH OF WEST BELL
 DV0180'ROAD, 100 FEET WEST OF THE HIGHWAY, 75 FEET NORTH OF THE STATION, 0.9
 DV0180'FEET EAST OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A SQUARE
 DV0180'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 DV0180
 DV0180                          STATION RECOVERY (1981)
 DV0180
 DV0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0180'REPORTED DESTROYED IN THE HORIZONTAL DATA STATION 1004.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0182 ***********************************************************************
 DV0182  DESIGNATION -  BELL RM 2
 DV0182  PID         -  DV0182
 DV0182  STATE/COUNTY-  AZ/MARICOPA
 DV0182  USGS QUAD   -  UNION HILLS (1981)
 DV0182
 DV0182                         *CURRENT SURVEY CONTROL
 DV0182  ___________________________________________________________________
 DV0182* NAD 83(1986)-  33 38 28.     (N)    112 06 58.     (W)     SCALED    
 DV0182* NAVD 88     -       407.02   (+/-2cm)    1335.4    (feet)  VERTCON   
 DV0182  ___________________________________________________________________
 DV0182  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0182
 DV0182.The horizontal coordinates were scaled from a topographic map and have
 DV0182.an estimated accuracy of +/- 6 seconds.
 DV0182
 DV0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0182.The vertical order pertains to the NGVD 29 superseded value.
 DV0182
 DV0182.The geoid height was determined by GEOID03.
 DV0182
 DV0182;                    North         East    Units  Estimated Accuracy
 DV0182;SPC AZ C     -   292,870.      194,860.      MT  (+/- 180 meters Scaled)
 DV0182
 DV0182                          SUPERSEDED SURVEY CONTROL
 DV0182
 DV0182  NGVD 29 (??/??/92)  406.456  (m)         1333.51   (f) ADJ UNCH    2 0
 DV0182
 DV0182.Superseded values are not recommended for survey control.
 DV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0182.See file dsdata.txt to determine how the superseded data were derived.
 DV0182
 DV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964229(NAD 83)
 DV0182_MARKER: DR = REFERENCE MARK DISK
 DV0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0182_SP_SET: MONUMENT
 DV0182_STAMPING: BELL NO 2 1959
 DV0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0182
 DV0182  HISTORY     - Date     Condition        Report By
 DV0182  HISTORY     - 1959     MONUMENTED       CGS
 DV0182  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0182
 DV0182                          STATION DESCRIPTION
 DV0182
 DV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0182'6.0 MI N FROM PHOENIX.
 DV0182'11.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0182'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE NORTH OF WEST BELL
 DV0182'ROAD, 100 FEET WEST OF THE CENTER OF THE HIGHWAY, 77 FEET SOUTH OF THE
 DV0182'STATION, 17 FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY, SET IN
 DV0182'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 DV0182
 DV0182                          STATION RECOVERY (1981)
 DV0182
 DV0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0182'REPORTED DESTROYED IN THE HORIZONTAL DATA STATION 1004.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5753 ***********************************************************************
 DH5753  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5753  DESIGNATION -  BELLA VISTA
 DH5753  PID         -  DH5753
 DH5753  STATE/COUNTY-  AZ/COCHISE
 DH5753  USGS QUAD   -  LEWIS SPRINGS (1983)
 DH5753
 DH5753                         *CURRENT SURVEY CONTROL
 DH5753  ___________________________________________________________________
 DH5753* NAD 83(2007)-  31 35 51.89656(N)    110 11 16.43282(W)     ADJUSTED  
 DH5753* NAVD 88     -      1269.00   (meters)    4163.4    (feet)  GPS OBS   
 DH5753  ___________________________________________________________________
 DH5753  EPOCH DATE  -        2007.00
 DH5753  X           -  -1,876,866.951 (meters)                     COMP
 DH5753  Y           -  -5,104,501.809 (meters)                     COMP
 DH5753  Z           -   3,323,173.600 (meters)                     COMP
 DH5753  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DH5753  ELLIP HEIGHT-        1241.025 (meters)          (02/10/07) ADJUSTED
 DH5753  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH5753
 DH5753  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5753  Type    PID    Designation                      North   East  Ellip
 DH5753  -------------------------------------------------------------------
 DH5753  NETWORK DH5753 BELLA VISTA                       0.92   0.78   2.63
 DH5753  -------------------------------------------------------------------
 DH5753
 DH5753.The horizontal coordinates were established by GPS observations
 DH5753.and adjusted by the National Geodetic Survey in February 2007.
 DH5753
 DH5753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5753.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5753.The horizontal coordinates are valid at the epoch date displayed above.
 DH5753.The epoch date for horizontal control is a decimal equivalence
 DH5753.of Year/Month/Day.
 DH5753
 DH5753.The orthometric height was determined by GPS observations and a
 DH5753.high-resolution geoid model.
 DH5753.The orthometric height was determined by GPS observations and a
 DH5753.high-resolution geoid model using precise GPS observation and
 DH5753.processing techniques.
 DH5753
 DH5753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5753
 DH5753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5753
 DH5753.The ellipsoidal height was determined by GPS observations
 DH5753.and is referenced to NAD 83.
 DH5753
 DH5753.The geoid height was determined by GEOID03.
 DH5753
 DH5753;                    North         East     Units Scale Factor Converg.
 DH5753;SPC AZ E     -    66,268.766   211,345.276   MT  0.99990005   -0 00 40.0
 DH5753;SPC AZ E     -   217,417.21    693,390.01   iFT  0.99990005   -0 00 40.0
 DH5753;UTM  12      - 3,496,136.705   577,041.541   MT  0.99967320   +0 25 31.9
 DH5753
 DH5753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5753!SPC AZ E     -   0.99980517  x   0.99990005  =   0.99970524
 DH5753!UTM  12      -   0.99980517  x   0.99967320  =   0.99947843
 DH5753
 DH5753                          SUPERSEDED SURVEY CONTROL
 DH5753
 DH5753  NAD 83(1992)-  31 35 51.89637(N)    110 11 16.43251(W) AD(       ) B
 DH5753  ELLIP H (08/22/05) 1241.029  (m)                       GP(       ) 4 2
 DH5753
 DH5753.Superseded values are not recommended for survey control.
 DH5753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5753.See file dsdata.txt to determine how the superseded data were derived.
 DH5753
 DH5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7704296137(NAD 83)
 DH5753_MARKER: DD = SURVEY DISK
 DH5753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5753_STAMPING: BELLA VISTA 2004
 DH5753_MARK LOGO: AZ-003
 DH5753_PROJECTION: FLUSH
 DH5753_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5753+STABILITY: SURFACE MOTION
 DH5753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5753+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5753
 DH5753  HISTORY     - Date     Condition        Report By
 DH5753  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5753
 DH5753                          STATION DESCRIPTION
 DH5753
 DH5753'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5753'FROM THE POST OFFICE IN TOMBSTONE AZ. GO SOUTH ON N. HASKEL .12 MILES
 DH5753'TO ALLEN ST. HEAD EAST FOR APPROXIMATLY 400 FT TO S. SUMNER RD. TURN
 DH5753'RIGHT ON SUMNER RD. AND SUMNER TURNS INTO CHARLESTON RD. GO 11.4 MILES
 DH5753'TO STATION. POINT IS ON THE SOUTH R.O.W. FENCE OF CHARLESTON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2206 ***********************************************************************
 DV2206  DESIGNATION -  BELMONT
 DV2206  PID         -  DV2206
 DV2206  STATE/COUNTY-  AZ/MARICOPA
 DV2206  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 DV2206
 DV2206                         *CURRENT SURVEY CONTROL
 DV2206  ___________________________________________________________________
 DV2206* NAD 83(1992)-  33 38 33.50631(N)    112 54 04.87642(W)     ADJUSTED  
 DV2206* NAVD 88     -       958.2    (meters)    3144.     (feet)  VERTCON   
 DV2206  ___________________________________________________________________
 DV2206  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV2206  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DV2206  HORZ ORDER  -  FIRST
 DV2206
 DV2206.The horizontal coordinates were established by classical geodetic methods
 DV2206.and adjusted by the National Geodetic Survey in June 1998.
 DV2206
 DV2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2206
 DV2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2206
 DV2206.The geoid height was determined by GEOID03.
 DV2206
 DV2206;                    North         East     Units Scale Factor Converg.
 DV2206;SPC AZ C     -   293,454.684   122,018.034   MT  1.00000283   -0 32 44.0
 DV2206;SPC AZ C     -   962,777.83    400,321.63   iFT  1.00000283   -0 32 44.0
 DV2206;UTM  12      - 3,724,155.090   323,669.575   MT  0.99998333   -1 03 13.1
 DV2206
 DV2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2206!SPC AZ C     -   0.99985438  x   1.00000283  =   0.99985721
 DV2206!UTM  12      -   0.99985438  x   0.99998333  =   0.99983771
 DV2206
 DV2206|---------------------------------------------------------------------|
 DV2206| PID    Reference Object                     Distance      Geod. Az  |
 DV2206|                                                           dddmmss.s |
 DV2206| CH4341 BELMONT RM 1                          3.405 METERS 13231     |
 DV2206| DV2162 LOS ANGELES PHOENIX AWY BCN 31      APPROX.17.2 KM 1640146.3 |
 DV2206| CH4342 BELMONT RM 2                         19.365 METERS 21808     |
 DV2206| CH4340 BELMONT AZ MK                                      3481429.4 |
 DV2206|---------------------------------------------------------------------|
 DV2206
 DV2206                          SUPERSEDED SURVEY CONTROL
 DV2206
 DV2206  NAD 83(1992)-  33 38 33.50631(N)    112 54 04.87642(W) AD(       ) 1
 DV2206  NAD 83(1986)-  33 38 33.50107(N)    112 54 04.88084(W) AD(       ) 1
 DV2206  NAD 27      -  33 38 33.36600(N)    112 54 02.23100(W) AD(       ) 1
 DV2206  NGVD 29 (07/19/86)  957.5    (m)         3141.     (f) VERT ANG    3  
 DV2206
 DV2206.Superseded values are not recommended for survey control.
 DV2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2206.See file dsdata.txt to determine how the superseded data were derived.
 DV2206
 DV2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2367024155(NAD 83)
 DV2206_MARKER: DS = TRIANGULATION STATION DISK
 DV2206_SETTING: 80 = SET IN A BOULDER
 DV2206_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2206
 DV2206  HISTORY     - Date     Condition        Report By
 DV2206  HISTORY     - 1948     MONUMENTED       CGS
 DV2206
 DV2206                          STATION DESCRIPTION
 DV2206
 DV2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2206'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF TONOPAH
 DV2206'AND 3 MILES EAST OF THE ABANDONED TONOPAH-BELMONT MINE ON
 DV2206'THE HIGHEST PEAK OF A GRANITE MOUNTAIN.  THE STATION MARK
 DV2206'IS A BRONZE DISK, PROJECTS 10 INCHES AND SET ON THE HIGHEST
 DV2206'POINT OF THE PEAK.  IT IS STAMPED, BELMONT 1947.
 DV2206'
 DV2206'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 18 INCHES, IS
 DV2206'1 FOOT HIGHER THAN THE STATION MARK, AND IS STAMPED, BELMONT
 DV2206'NO 1 1947.
 DV2206'
 DV2206'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 FEET, IS
 DV2206'6 FEET LOWER THAN THE STATION MARK, AND IS STAMPED, BELMONT
 DV2206'NO 2 1947.
 DV2206'
 DV2206'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 DV2206'50 FEET SOUTH OF A Y ROAD INTERSECTION, 2 FEET EAST OF A
 DV2206'WHITE WITNESS POST, AND IS STAMPED, BELMONT 1948.  THE ARROW
 DV2206'DOES NOT POINT TOWARD THE STATION BUT ABOUT 30 DEGREES TO THE
 DV2206'LEFT THEREOF.
 DV2206'
 DV2206'TO REACH THE STATION FROM WICKENBURG.  GO WEST ON U.S. HIGHWAY
 DV2206'60 AND 70, 2.1 MILES TO A ROAD LEFT.  TURN LEFT, GO 19.3 MILES
 DV2206'TO WHERE POWERLINE CROSSES ROAD.  CONTINUE 1.9 MILE TO A ROAD
 DV2206'RIGHT.  CONTINUE STRAIGHT AHEAD 2.1 MILES TO A DIM ROAD LEFT
 DV2206'AND AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE ON
 DV2206'MAIN TRAVELED ROAD 2.0 MILES TO A DIM ROAD LEFT.  TURN LEFT,
 DV2206'FOLLOW ROAD 0.4 MILE TO END OF ROAD AND END OF TRUCK TRAVEL.
 DV2206'FROM HERE FOLLOW TRAIL UP RIDGE TO SADDLE THEN NORTHEASTERLY
 DV2206'OVER ROUGH TERRAIN TO HIGHEST POINT AND STATION.  A 1 HOUR
 DV2206'AND 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0186 ***********************************************************************
 DB0186  DESIGNATION -  BELT
 DB0186  PID         -  DB0186
 DB0186  STATE/COUNTY-  AZ/YUMA
 DB0186  USGS QUAD   -  LIGURTA (1965)
 DB0186
 DB0186                         *CURRENT SURVEY CONTROL
 DB0186  ___________________________________________________________________
 DB0186* NAD 83(1992)-  32 39 35.03877(N)    114 21 58.92293(W)     ADJUSTED  
 DB0186* NAVD 88     -       144.950  (meters)     475.56   (feet)  ADJUSTED  
 DB0186  ___________________________________________________________________
 DB0186  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 DB0186  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DB0186  DYNAMIC HT  -         144.784 (meters)     475.01  (feet)  COMP
 DB0186  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 DB0186
 DB0186  HORZ ORDER  -  SECOND
 DB0186  VERT ORDER  -  FIRST     CLASS II
 DB0186
 DB0186.The horizontal coordinates were established by classical geodetic methods
 DB0186.and adjusted by the National Geodetic Survey in August 1993.
 DB0186
 DB0186.The orthometric height was determined by differential leveling
 DB0186.and adjusted in June 1991.
 DB0186
 DB0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0186
 DB0186.The geoid height was determined by GEOID03.
 DB0186
 DB0186.The dynamic height is computed by dividing the NAVD 88
 DB0186.geopotential number by the normal gravity value computed on the
 DB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0186.degrees latitude (g = 980.6199 gals.).
 DB0186
 DB0186.The modeled gravity was interpolated from observed gravity values.
 DB0186
 DB0186;                    North         East     Units Scale Factor Converg.
 DB0186;SPC AZ W     -   184,193.182   155,541.778   MT  0.99997454   -0 19 57.5
 DB0186;SPC AZ W     -   604,308.34    510,307.67   iFT  0.99997454   -0 19 57.5
 DB0186;UTM  11      - 3,616,630.700   746,999.582   MT  1.00035236   +1 25 19.0
 DB0186
 DB0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0186!SPC AZ W     -   0.99998250  x   0.99997454  =   0.99995704
 DB0186!UTM  11      -   0.99998250  x   1.00035236  =   1.00033486
 DB0186
 DB0186|---------------------------------------------------------------------|
 DB0186| PID    Reference Object                     Distance      Geod. Az  |
 DB0186|                                                           dddmmss.s |
 DB0186| DB0185 BELT RM 1                            11.180 METERS 12051     |
 DB0186| DB0184 K 353                                18.878 METERS 26723     |
 DB0186| DB0202 Q 353                                              2802528.9 |
 DB0186|---------------------------------------------------------------------|
 DB0186
 DB0186                          SUPERSEDED SURVEY CONTROL
 DB0186
 DB0186  NAD 83(1986)-  32 39 35.04318(N)    114 21 58.93252(W) AD(       ) 2
 DB0186  NAD 27      -  32 39 34.87490(N)    114 21 56.13240(W) AD(       ) 2
 DB0186  NGVD 29 (??/??/??)  144.288  (m)          473.38   (f) ADJUSTED    1 2
 DB0186
 DB0186.Superseded values are not recommended for survey control.
 DB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0186.See file dsdata.txt to determine how the superseded data were derived.
 DB0186
 DB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4700016631(NAD 83)
 DB0186_MARKER: DE = TRAVERSE STATION DISK
 DB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0186_STAMPING: BELT 1960
 DB0186_MARK LOGO: CGS   
 DB0186_PROJECTION: PROJECTING 10 CENTIMETERS
 DB0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0186+STABILITY: SURFACE MOTION
 DB0186
 DB0186  HISTORY     - Date     Condition        Report By
 DB0186  HISTORY     - 1960     MONUMENTED       CGS
 DB0186  HISTORY     - 1960     GOOD             CGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186  HISTORY     - 1981     GOOD             NGS
 DB0186
 DB0186                          STATION DESCRIPTION
 DB0186
 DB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0186'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF LIGURTA, 2-1/4
 DB0186'MILES WEST OF THE SUMMIT OF TELEGRAPH PASS, 0.4 MILE WEST
 DB0186'OF HIGHWAY MILE POLE 20, 105 FEET SOUTH OF THE CENTERLINE OF
 DB0186'U.S. HIGHWAY 80 AND 6 FEET NORTHWEST OF A METAL WITNESS POST
 DB0186'WITH SIGN.
 DB0186'
 DB0186'TO REACH FROM LIGURTA GO WESTERLY ON U.S. HIGHWAY 80 FOR 2.35
 DB0186'MILES TO THE SUMMIT OF TELEGRAPH PASS, CONTINUE WEST ON
 DB0186'THE HIGHWAY FOR 2.15 MILES TO THE STATION ON THE LEFT.
 DB0186'
 DB0186'THE STATION, WITH UNDERGROUND MARK, STAMPED BELT 1960, IS A
 DB0186'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DB0186'PROJECTING 4 INCHES.
 DB0186'
 DB0186'REFERENCE MARK NO. 1, STAMPED BELT NO 1 1960, IS A STANDARD
 DB0186'DISK CEMENTED IN A DEPRESSION IN BEDROCK PROJECTING 3 INCHES
 DB0186'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DB0186'
 DB0186'THE BENCH MARK (R.M. 2), STAMPED K 353 1960, IS A STANDARD
 DB0186'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES,
 DB0186'105 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 DB0186'THE SAME ELEVATION AS THE STATION.
 DB0186'
 DB0186'THE BENCH MARK (AZIMUTH), STAMPED Q 353 1960, IS A STANDARD
 DB0186'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 105 FEET NORTHEAST OF
 DB0186'THE CENTERLINE OF THE HIGHWAY, 135 FEET NORTHEAST OF HIGHWAY
 DB0186'MILE POLE 19, 75 FEET NORTHWEST OF A PIPE CULVERT AND 2 FEET
 DB0186'NORTH OF A METAL WITNESS POST WITH SIGN.  TO REACH FROM THE
 DB0186'STATION GO WEST ON U.S. HIGHWAY 80 FOR 0.6 MILE TO HIGHWAY
 DB0186'MILE POLE 19 AND THE MARK ON THE RIGHT.
 DB0186'
 DB0186'2-WHEEL DRIVE
 DB0186
 DB0186                          STATION RECOVERY (1960)
 DB0186
 DB0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0186'4.6 MI W FROM LIGURTA.
 DB0186'4.55 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 0.4 MILE WEST
 DB0186'OF HIGHWAY MILE POLE 20, 105 FEET SOUTH OF THE CENTERLINE OF
 DB0186'THE HIGHWAY, 61.93 FEET EAST OF B.M. K 353, 36.68 FEET WEST OF
 DB0186'R.M. 1, 6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET
 DB0186'IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0186'THE TRAVERSE STATION WAS RECOVERED IN GOOD CONDITION.  INTERSTATE 8,
 DB0186'(I-8), HAS BEEN CONSTRUCTED NECESSITATING A NEW TO REACH.
 DB0186'
 DB0186'TO REACH THE STATION FROM THE INTERSECTION OF I-8, I-8 BUSINESS (OLD
 DB0186'US 80) AND THE SOUTH MARGINAL ROAD, ABOUT 9 MILES EAST OF YUMA, GO
 DB0186'EAST ON THE SOUTH MARGINAL ROAD FOR 2.4 MILES TO THE INTERSECTION AT
 DB0186'FOOTHILLS EXIT OF I-8, (LOCATION OF STATION RUSTY 1960 TO NORTHEAST)
 DB0186'CONTINUE EAST ON SOUTH MARGINAL ROAD FOR 2.0 MILES TO SIDE ROAD RIGHT
 DB0186'AND FOOTHILLS RESTAURANT ON RIGHT, (STATION LANG 1960 IN RESTAURANT
 DB0186'PARKING LOT), CONTINUE EAST ON PAVED AND THEN GRAVEL SOUTH MARGINAL
 DB0186'ROAD FOR 2.6 MILES TO STATION ON RIGHT, ABOUT 10 METERS SOUTH OF ROAD.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0186'26.5 KM (16.45 MI) SOUTHEAST ALONG U.S HIGHWAY 80 FROM THE JUNCTION OF
 DB0186'4TH AVENUE IN YUMA, 1.0 KM (0.6 MI) SOUTHEAST OF BENCH MARK Q 353,
 DB0186'0.25 KM (0.15 MI) WEST OF INTERSTATE HIGHWAY 8 MILEPOST 17, 13.7 M
 DB0186'(45.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 80, 18.9 M (62.0 FT) EAST
 DB0186'OF BENCH MARK K 353.
 DB0186'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 DB0186'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0186'26.5 KM (16.45 MI) SOUTHEAST ALONG U.S HIGHWAY 80 FROM THE JUNCTION OF
 DB0186'4TH AVENUE IN YUMA, 1.0 KM (0.6 MI) SOUTHEAST OF BENCH MARK Q 353,
 DB0186'0.25 KM (0.15 MI) WEST OF INTERSTATE HIGHWAY 8 MILEPOST 17, 13.7 M
 DB0186'(45.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 80, 18.9 M (62.0 FT) EAST
 DB0186'OF BENCH MARK K 353.
 DB0186'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 DB0186'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DB0186
 DB0186                          STATION RECOVERY (1981)
 DB0186
 DB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0185 ***********************************************************************
 DB0185  DESIGNATION -  BELT RM 1
 DB0185  PID         -  DB0185
 DB0185  STATE/COUNTY-  AZ/YUMA
 DB0185  USGS QUAD   -  LIGURTA (1965)
 DB0185
 DB0185                         *CURRENT SURVEY CONTROL
 DB0185  ___________________________________________________________________
 DB0185* NAD 83(1986)-  32 39 34.     (N)    114 21 59.     (W)     SCALED    
 DB0185* NAVD 88     -       144.89   (+/-2cm)     475.4    (feet)  VERTCON   
 DB0185  ___________________________________________________________________
 DB0185  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DB0185  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0185
 DB0185.The horizontal coordinates were scaled from a topographic map and have
 DB0185.an estimated accuracy of +/- 6 seconds.
 DB0185
 DB0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0185.The vertical order pertains to the NGVD 29 superseded value.
 DB0185
 DB0185.The geoid height was determined by GEOID03.
 DB0185
 DB0185;                    North         East    Units  Estimated Accuracy
 DB0185;SPC AZ W     -   184,160.      155,540.      MT  (+/- 180 meters Scaled)
 DB0185
 DB0185                          SUPERSEDED SURVEY CONTROL
 DB0185
 DB0185  NGVD 29 (??/??/??)  144.228  (m)          473.19   (f) ADJUSTED    1 2
 DB0185
 DB0185.Superseded values are not recommended for survey control.
 DB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0185.See file dsdata.txt to determine how the superseded data were derived.
 DB0185
 DB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS469165(NAD 83)
 DB0185_MARKER: DR = REFERENCE MARK DISK
 DB0185_SETTING: 66 = SET IN ROCK OUTCROP
 DB0185_SP_SET: BEDROCK
 DB0185_STAMPING: BELT NO 1 1960
 DB0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0185+STABILITY: POSITION/ELEVATION WELL
 DB0185
 DB0185  HISTORY     - Date     Condition        Report By
 DB0185  HISTORY     - 1960     MONUMENTED       CGS
 DB0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0185
 DB0185                          STATION DESCRIPTION
 DB0185
 DB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0185'4.6 MI W FROM LIGURTA.
 DB0185'4.55 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 36.68 FEET
 DB0185'EAST OF THE STATION MARK, SET IN A DRILL HOLE IN BEDROCK
 DB0185'PROJECTING 3 INCHES.
 DB0185
 DB0185                          STATION RECOVERY (1981)
 DB0185
 DB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0185'SEARCHED FOR BUT NOT RECOVERED, DIGGING IN AREA DESCRIBED, MARK
 DB0185'BELIEVED DESTROYED.
 DB0185
 DB0185                          STATION RECOVERY (1981)
 DB0185
 DB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0185'SEARCHED FOR BUT NOT RECOVERED, DIGGING IN AREA DESCRIBED, MARK
 DB0185'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0220 ***********************************************************************
 ET0220  DESIGNATION -  BEN
 ET0220  PID         -  ET0220
 ET0220  STATE/COUNTY-  AZ/YAVAPAI
 ET0220  USGS QUAD   -  ESTLER PEAK (1974)
 ET0220
 ET0220                         *CURRENT SURVEY CONTROL
 ET0220  ___________________________________________________________________
 ET0220* NAD 83(1992)-  34 22 44.24161(N)    112 06 16.15331(W)     ADJUSTED  
 ET0220* NAVD 88     -      1172.28   (+/-2cm)    3846.1    (feet)  VERTCON   
 ET0220  ___________________________________________________________________
 ET0220  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 ET0220  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0220  HORZ ORDER  -  SECOND
 ET0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0220
 ET0220.The horizontal coordinates were established by classical geodetic methods
 ET0220.and adjusted by the National Geodetic Survey in August 1993.
 ET0220
 ET0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0220.The vertical order pertains to the NGVD 29 superseded value.
 ET0220
 ET0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0220
 ET0220.The geoid height was determined by GEOID03.
 ET0220
 ET0220;                    North         East     Units Scale Factor Converg.
 ET0220;SPC AZ C     -   374,701.636   196,087.405   MT  0.99990368   -0 06 21.8
 ET0220;SPC AZ C     - 1,229,336.08    643,331.38   iFT  0.99990368   -0 06 21.8
 ET0220;UTM  12      - 3,804,727.861   398,455.883   MT  0.99972710   -0 37 25.4
 ET0220
 ET0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0220!SPC AZ C     -   0.99982019  x   0.99990368  =   0.99972389
 ET0220!UTM  12      -   0.99982019  x   0.99972710  =   0.99954734
 ET0220
 ET0220|---------------------------------------------------------------------|
 ET0220| PID    Reference Object                     Distance      Geod. Az  |
 ET0220|                                                           dddmmss.s |
 ET0220| ET0221 BEN RM 1                              6.749 METERS 07154     |
 ET0220| ET0226 CORDES JUNCTION                     APPROX. 5.2 KM 1962104.3 |
 ET0220| ET0219 BEN RM 2                             10.603 METERS 33033     |
 ET0220|---------------------------------------------------------------------|
 ET0220
 ET0220                          SUPERSEDED SURVEY CONTROL
 ET0220
 ET0220  NAD 83(1986)-  34 22 44.23656(N)    112 06 16.15237(W) AD(       ) 2
 ET0220  NAD 27      -  34 22 44.13890(N)    112 06 13.58530(W) AD(       ) 2
 ET0220  NGVD 29 (??/??/92) 1171.584  (m)         3843.77   (f) ADJ UNCH    2 0
 ET0220
 ET0220.Superseded values are not recommended for survey control.
 ET0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0220.See file dsdata.txt to determine how the superseded data were derived.
 ET0220
 ET0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9845604728(NAD 83)
 ET0220_MARKER: DS = TRIANGULATION STATION DISK
 ET0220_SETTING: 66 = SET IN ROCK OUTCROP
 ET0220_SP_SET: BEDROCK
 ET0220_STAMPING: BEN 1958
 ET0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0220+STABILITY: POSITION/ELEVATION WELL
 ET0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0220+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0220
 ET0220  HISTORY     - Date     Condition        Report By
 ET0220  HISTORY     - 1958     MONUMENTED       CGS
 ET0220  HISTORY     - 1959     GOOD             CGS
 ET0220  HISTORY     - 1969     GOOD             USGS
 ET0220  HISTORY     - 1971     GOOD             NGS
 ET0220  HISTORY     - 1974     GOOD             USGS
 ET0220  HISTORY     - 1980     GOOD             AZDT
 ET0220  HISTORY     - 20000622 GOOD             AZDT
 ET0220  HISTORY     - 20080613 GOOD             GEOCAC
 ET0220
 ET0220                          STATION DESCRIPTION
 ET0220
 ET0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0220'23.0 MI N FROM BLACK CANYON.
 ET0220'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0220'CANYON, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 79, ABOUT 150 YARDS
 ET0220'WEST OF THE HIGHWAY ON A LOW, ROCKY POINT, 11.5 FEET WEST OF THE
 ET0220'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6
 ET0220'INCHES.
 ET0220
 ET0220                          STATION RECOVERY (1959)
 ET0220
 ET0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0220'THE STATION IS ABOUT 3 MILES NORTH OF THE JUNCTION OF ARIZONA
 ET0220'STATE HIGHWAYS 69 AND 79, CORDES JUNCTION, AND 150 YARDS WEST
 ET0220'OF STATE HIGHWAY 79 ON A LOW, ROCKY POINT.
 ET0220'
 ET0220'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON STATE
 ET0220'HIGHWAY 79 FOR 3.4 MILES TO A CULVERT, UNDER THE HIGHWAY AND
 ET0220'THE END OF TRUCK TRAVEL.  PACK WEST TO THE TOP OF THE ROCK
 ET0220'POINT AND THE STATION.
 ET0220'
 ET0220'THE STATION IS A STANDARD DISK, STAMPED BEN 1958, CEMENTED
 ET0220'IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 6 INCHES AND IS 11.5
 ET0220'FEET WEST OF A WITNESS POST.
 ET0220'
 ET0220'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEN NO 1 1958,
 ET0220'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 8 INCHES
 ET0220'AND IS 20.5 FEET NORTHEAST OF THE WITNESS POST.
 ET0220'
 ET0220'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEN NO 2 1958,
 ET0220'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES
 ET0220'AND IS 45.9 FEET NORTHWEST OF THE WITNESS POST.
 ET0220'
 ET0220'TRIANGULATION STATION CORDES JUNCTION CAN BE USED FOR AN
 ET0220'AZIMUTH MARK.  (SEE THE DESCRIPTION THEREOF.)
 ET0220
 ET0220                          STATION RECOVERY (1969)
 ET0220
 ET0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0220'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION WAS NOT OCCUPIED.
 ET0220
 ET0220                          STATION RECOVERY (1971)
 ET0220
 ET0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ET0220'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ET0220'RECOVERED AS DESCRIBED.  A CHANGE IN THE ROUTE TO THE STATION IS DUE
 ET0220'TO CONSTRUCTION OF INTERSTATE HIGHWAY 17.
 ET0220'
 ET0220'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA HIGHWAY 69 AND
 ET0220'I-17 GO NORTH ALONG I-17 FOR 3.9 MILES TO A ROCKY OUTCROP ON THE
 ET0220'LEFT WITH THE STATION ON TOP.
 ET0220'
 ET0220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 ET0220'CORDS JUNCTION.
 ET0220
 ET0220                          STATION RECOVERY (1974)
 ET0220
 ET0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RTR)
 ET0220'THE STATION IS 25.7 MILES NORTH OF BLACK CANYON CITY POST OFFICE,
 ET0220'3.8 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 69 AND
 ET0220'INTERSTATE HIGHWAY 17 (CORDES JCT.).
 ET0220'
 ET0220'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON INTERSTATE 17
 ET0220'FOR 3.8 MILES.  THE STATION IS ON A LOW ROCKY POINT 560 FEET WEST
 ET0220'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 ET0220'
 ET0220'THE TWO REFERENCE MARKS AND THE STATION MARK ARE IN GOOD CONDITION
 ET0220'AND ARE AS PREVIOUSLY DESCRIBED.
 ET0220'
 ET0220'DISTANCE AND DIRECTION--BLACK CANYON CITY POST OFFICE, 26 MILES
 ET0220'NORTH.
 ET0220
 ET0220                          STATION RECOVERY (1980)
 ET0220
 ET0220'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0220'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ET0220'CONDITION AS DESCRIBED IN 1959.  A NEW ROUTE TO STATION FOLLOWS.
 ET0220'
 ET0220'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0220'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND GO
 ET0220'EAST ALONG SR 69 FOR 8.0 MILES TO I-17.  TRAVEL NORTH ALONG I-17 FOR
 ET0220'3.95 MILES TO THE STATION ON THE LEFT ATOP A LOW ROCKY OUTCROP WHICH
 ET0220'IS ABOUT 300 FEET WEST OF I 17.
 ET0220
 ET0220                          STATION RECOVERY (2000)
 ET0220
 ET0220'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0220'RECOVERED IN GOOD CONDITION.
 ET0220
 ET0220                          STATION RECOVERY (2008)
 ET0220
 ET0220'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0220'RECOVERED STATION MARK , REFERENCE MARK 1, AND REFERENCE MARK 2 IN
 ET0220'GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE
 ET0220'DESCRIPTION - THE STATION MARK IS LOCATED 15 FEET WEST OF A WITNESS
 ET0220'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0221 ***********************************************************************
 ET0221  DESIGNATION -  BEN RM 1
 ET0221  PID         -  ET0221
 ET0221  STATE/COUNTY-  AZ/YAVAPAI
 ET0221  USGS QUAD   -  ESTLER PEAK (1974)
 ET0221
 ET0221                         *CURRENT SURVEY CONTROL
 ET0221  ___________________________________________________________________
 ET0221* NAD 83(1986)-  34 22 44.     (N)    112 06 16.     (W)     SCALED    
 ET0221* NAVD 88     -      1172.46   (+/-2cm)    3846.6    (feet)  VERTCON   
 ET0221  ___________________________________________________________________
 ET0221  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0221
 ET0221.The horizontal coordinates were scaled from a topographic map and have
 ET0221.an estimated accuracy of +/- 6 seconds.
 ET0221
 ET0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0221.The vertical order pertains to the NGVD 29 superseded value.
 ET0221
 ET0221.The geoid height was determined by GEOID03.
 ET0221
 ET0221;                    North         East    Units  Estimated Accuracy
 ET0221;SPC AZ C     -   374,690.      196,090.      MT  (+/- 180 meters Scaled)
 ET0221
 ET0221                          SUPERSEDED SURVEY CONTROL
 ET0221
 ET0221  NGVD 29 (??/??/92) 1171.767  (m)         3844.37   (f) ADJ UNCH    2 0
 ET0221
 ET0221.Superseded values are not recommended for survey control.
 ET0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0221.See file dsdata.txt to determine how the superseded data were derived.
 ET0221
 ET0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD984047(NAD 83)
 ET0221_MARKER: DR = REFERENCE MARK DISK
 ET0221_SETTING: 66 = SET IN ROCK OUTCROP
 ET0221_SP_SET: BEDROCK
 ET0221_STAMPING: BEN NO 1 1958
 ET0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0221+STABILITY: POSITION/ELEVATION WELL
 ET0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0221+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0221
 ET0221  HISTORY     - Date     Condition        Report By
 ET0221  HISTORY     - 1958     MONUMENTED       CGS
 ET0221  HISTORY     - 20080613 GOOD             GEOCAC
 ET0221
 ET0221                          STATION DESCRIPTION
 ET0221
 ET0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0221'23.0 MI N FROM BLACK CANYON.
 ET0221'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0221'CANYON, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 79, ABOUT 150 YARDS
 ET0221'WEST OF THE HIGHWAY ON A LOW, ROCKY POINT, 20.5 FEET NORTHEAST OF THE
 ET0221'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 8
 ET0221'INCHES.
 ET0221
 ET0221                          STATION RECOVERY (2008)
 ET0221
 ET0221'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0221'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0221'34 22 44.3 (N)   112 06 16.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0219 ***********************************************************************
 ET0219  DESIGNATION -  BEN RM 2
 ET0219  PID         -  ET0219
 ET0219  STATE/COUNTY-  AZ/YAVAPAI
 ET0219  USGS QUAD   -  ESTLER PEAK (1974)
 ET0219
 ET0219                         *CURRENT SURVEY CONTROL
 ET0219  ___________________________________________________________________
 ET0219* NAD 83(1986)-  34 22 44.     (N)    112 06 16.     (W)     SCALED    
 ET0219* NAVD 88     -      1172.39   (+/-2cm)    3846.4    (feet)  VERTCON   
 ET0219  ___________________________________________________________________
 ET0219  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0219
 ET0219.The horizontal coordinates were scaled from a topographic map and have
 ET0219.an estimated accuracy of +/- 6 seconds.
 ET0219
 ET0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0219.The vertical order pertains to the NGVD 29 superseded value.
 ET0219
 ET0219.The geoid height was determined by GEOID03.
 ET0219
 ET0219;                    North         East    Units  Estimated Accuracy
 ET0219;SPC AZ C     -   374,690.      196,090.      MT  (+/- 180 meters Scaled)
 ET0219
 ET0219                          SUPERSEDED SURVEY CONTROL
 ET0219
 ET0219  NGVD 29 (??/??/92) 1171.700  (m)         3844.15   (f) ADJ UNCH    2 0
 ET0219
 ET0219.Superseded values are not recommended for survey control.
 ET0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0219.See file dsdata.txt to determine how the superseded data were derived.
 ET0219
 ET0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD984047(NAD 83)
 ET0219_MARKER: DR = REFERENCE MARK DISK
 ET0219_SETTING: 80 = SET IN A BOULDER
 ET0219_SP_SET: BOULDER
 ET0219_STAMPING: BEN NO 2 1958
 ET0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0219+STABILITY: SURFACE MOTION
 ET0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0219+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0219
 ET0219  HISTORY     - Date     Condition        Report By
 ET0219  HISTORY     - 1958     MONUMENTED       CGS
 ET0219  HISTORY     - 20080613 GOOD             GEOCAC
 ET0219
 ET0219                          STATION DESCRIPTION
 ET0219
 ET0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0219'23.0 MI N FROM BLACK CANYON.
 ET0219'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0219'CANYON, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 79, ABOUT 150 YARDS
 ET0219'WEST OF THE HIGHWAY ON A LOW, ROCKY POINT, 46 FEET NORTHWEST OF THE
 ET0219'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10
 ET0219'INCHES.
 ET0219
 ET0219                          STATION RECOVERY (2008)
 ET0219
 ET0219'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0219'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0219'34 22 44.6 (N)   112 06 16.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1445 ***********************************************************************
 DA1445  DESIGNATION -  BENCH
 DA1445  PID         -  DA1445
 DA1445  STATE/COUNTY-  AZ/PINAL
 DA1445  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA1445
 DA1445                         *CURRENT SURVEY CONTROL
 DA1445  ___________________________________________________________________
 DA1445* NAD 83(1992)-  32 45 28.36608(N)    112 09 51.33550(W)     ADJUSTED  
 DA1445* NAVD 88     -      1043.7    (meters)    3424.     (feet)  VERTCON   
 DA1445  ___________________________________________________________________
 DA1445  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DA1445  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DA1445  HORZ ORDER  -  SECOND
 DA1445
 DA1445.The horizontal coordinates were established by classical geodetic methods
 DA1445.and adjusted by the National Geodetic Survey in August 1993.
 DA1445
 DA1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1445
 DA1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1445
 DA1445.The geoid height was determined by GEOID03.
 DA1445
 DA1445;                    North         East     Units Scale Factor Converg.
 DA1445;SPC AZ C     -   194,929.624   190,160.919   MT  0.99990663   -0 08 02.3
 DA1445;SPC AZ C     -   639,532.89    623,887.53   iFT  0.99990663   -0 08 02.3
 DA1445;UTM  12      - 3,625,045.566   390,940.473   MT  0.99974666   -0 37 48.1
 DA1445
 DA1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1445!SPC AZ C     -   0.99984093  x   0.99990663  =   0.99974757
 DA1445!UTM  12      -   0.99984093  x   0.99974666  =   0.99958763
 DA1445
 DA1445:                Primary Azimuth Mark                     Grid Az
 DA1445:SPC AZ C     -  BENCH AZ MK                              248 18 45.5
 DA1445:UTM  12      -  BENCH AZ MK                              248 48 31.3
 DA1445
 DA1445|---------------------------------------------------------------------|
 DA1445| PID    Reference Object                     Distance      Geod. Az  |
 DA1445|                                                           dddmmss.s |
 DA1445| CH4343 BENCH AZ MK                                        2481043.2 |
 DA1445| CH4344 BENCH RM 1                           12.192 METERS 30014     |
 DA1445| CH4345 BENCH RM 2                            7.714 METERS 33141     |
 DA1445| CH4235 ANTELOPE PK                                        3480917.5 |
 DA1445|---------------------------------------------------------------------|
 DA1445
 DA1445                          SUPERSEDED SURVEY CONTROL
 DA1445
 DA1445  NAD 83(1986)-  32 45 28.35654(N)    112 09 51.33638(W) AD(       ) 2
 DA1445  NAD 27      -  32 45 28.17600(N)    112 09 48.82900(W) AD(       ) 2
 DA1445  NGVD 29 (07/19/86) 1043.0    (m)         3422.     (f) VERT ANG    3  
 DA1445
 DA1445.Superseded values are not recommended for survey control.
 DA1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1445.See file dsdata.txt to determine how the superseded data were derived.
 DA1445
 DA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9094025046(NAD 83)
 DA1445_MARKER: DS = TRIANGULATION STATION DISK
 DA1445_SETTING: 66 = SET IN ROCK OUTCROP
 DA1445
 DA1445  HISTORY     - Date     Condition        Report By
 DA1445  HISTORY     - 1936     MONUMENTED       CGS
 DA1445  HISTORY     - 1960     GOOD             CGS
 DA1445
 DA1445                          STATION DESCRIPTION
 DA1445
 DA1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1445'ON A PROMINENT ROCKY PEAK AT THE WEST BASE OF TABLE MOUNTAIN.
 DA1445'IT IS ABOUT 5 MILES SOUTH OF STATE HIGHWAY NO. 84, ABOUT
 DA1445'3 MILES WEST OF THE SUMMIT OF TABLE MOUNTAIN, AND ABOUT
 DA1445'1 MILE NORTH OF A PROMINENT BLACK LAVA MOUNTAIN THAT IS A
 DA1445'FEW FEET LOWER.  MARKED BY A STANDARD BRONZE DISK.
 DA1445'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DA1445'DISK, IS 12.194 METERS (40.01 FEET) FROM STATION.
 DA1445'REFERENCE MARK NO. 2 A STANDARD
 DA1445'BRONZE REFERENCE DISK, IS 7.717 METERS (25.32 FEET)
 DA1445'FROM STATION.  THE AZIMUTH MARK,
 DA1445'A STANDARD BRONZE DISK, IS ON THE SOUTHWEST SIDE
 DA1445'OF THE HILL, ON THE FIRST SMALL GRAVEL RIDGE SOUTHWEST OF
 DA1445'THE BASE OF THE HILL AND ABOUT 150 YARDS FROM IT, AND IS
 DA1445'ABOUT ONE-HALF MILE FROM STATION S 68 DEG 10 MIN W.
 DA1445
 DA1445                          STATION RECOVERY (1960)
 DA1445
 DA1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1445'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 DA1445'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  ANTELEOPE
 DA1445'PEAK, A HIGH, PROMINENT SHARP PEAK ABOUT 3 MILES NORTH OF
 DA1445'THE STATION, WAS USED AS THE AZIMUTH MARK.  THE POINT OBSERVED
 DA1445'UPON WAS A TARGET SET IN A CAIRN ON THE HIGHEST POINT OF
 DA1445'THE PEAK.
 DA1445'
 DA1445'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION.
 DA1445'
 DA1445'REACHED FROM THE POST OFFICE IN STANFIELD BY GOING WESTERLY
 DA1445'ON STATE HIGHWAY 84 FOR 16.8 MILES TO THE VEKOL OVERPASS,
 DA1445'LEAVE HIGHWAY CROSSING ON THE OVERPASS AND FOLLOW GRADED ROAD
 DA1445'SOUTHERLY FOR 2.0 MILES TO FORKS, TAKE LEFT FORK FOR 0.8
 DA1445'MILE TO A CONCRETE BLOCK HOUSE ON THE LEFT, CONTINUE
 DA1445'SOUTHEASTERLY ON GRADED ROAD FOR 1.4 MILES TO FORKS, TAKE RIGHT
 DA1445'FORK FOR 4.5 MILES TO END OF ROAD AND END OF TRUCK TRAVEL.
 DA1445'FROM END OF TRUCK TRAVEL PACK WESTERLY TO THE HIGHEST
 DA1445'POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0892 ***********************************************************************
 FQ0892  DESIGNATION -  BENCH
 FQ0892  PID         -  FQ0892
 FQ0892  STATE/COUNTY-  AZ/COCONINO
 FQ0892  USGS QUAD   -  CAMERON SE (1988)
 FQ0892
 FQ0892                         *CURRENT SURVEY CONTROL
 FQ0892  ___________________________________________________________________
 FQ0892* NAD 83(1992)-  35 48 25.91446(N)    111 17 29.78771(W)     ADJUSTED  
 FQ0892* NAVD 88     -      1458.7    (meters)    4786.     (feet)  VERTCON   
 FQ0892  ___________________________________________________________________
 FQ0892  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FQ0892  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0892  HORZ ORDER  -  THIRD
 FQ0892
 FQ0892.The horizontal coordinates were established by classical geodetic methods
 FQ0892.and adjusted by the National Geodetic Survey in August 1993.
 FQ0892
 FQ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0892
 FQ0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0892
 FQ0892.The geoid height was determined by GEOID03.
 FQ0892
 FQ0892;                    North         East     Units Scale Factor Converg.
 FQ0892;SPC AZ C     -   533,302.586   269,849.189   MT  0.99993931   +0 21 56.5
 FQ0892;SPC AZ C     - 1,749,680.40    885,331.98   iFT  0.99993931   +0 21 56.5
 FQ0892;UTM  12      - 3,962,603.513   473,654.232   MT  0.99960855   -0 10 14.2
 FQ0892
 FQ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0892!SPC AZ C     -   0.99977487  x   0.99993931  =   0.99971419
 FQ0892!UTM  12      -   0.99977487  x   0.99960855  =   0.99938351
 FQ0892
 FQ0892:                Primary Azimuth Mark                     Grid Az
 FQ0892:SPC AZ C     -  RIVEREDGE                                201 39 53.7
 FQ0892:UTM  12      -  RIVEREDGE                                202 12 04.4
 FQ0892
 FQ0892|---------------------------------------------------------------------|
 FQ0892| PID    Reference Object                     Distance      Geod. Az  |
 FQ0892|                                                           dddmmss.s |
 FQ0892| FQ0572 RIVEREDGE                           APPROX. 7.1 KM 2020150.2 |
 FQ0892| CS3558 BENCH RM 1                           13.829 METERS 22024     |
 FQ0892| CR9949 BENCH RM 2                           11.076 METERS 30100     |
 FQ0892|---------------------------------------------------------------------|
 FQ0892
 FQ0892                          SUPERSEDED SURVEY CONTROL
 FQ0892
 FQ0892  NAD 83(1986)-  35 48 25.91410(N)    111 17 29.77831(W) AD(       ) 3
 FQ0892  NGVD 29 (02/23/90) 1457.9    (m)         4783.     (f) VERT ANG    3  
 FQ0892
 FQ0892.Superseded values are not recommended for survey control.
 FQ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0892.See file dsdata.txt to determine how the superseded data were derived.
 FQ0892
 FQ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7365462604(NAD 83)
 FQ0892_MARKER: DS = TRIANGULATION STATION DISK
 FQ0892_SETTING: 0 = UNSPECIFIED SETTING
 FQ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0892
 FQ0892  HISTORY     - Date     Condition        Report By
 FQ0892  HISTORY     - 1955     MONUMENTED       USGS
 FQ0892  HISTORY     - 1969     GOOD             USGS
 FQ0892
 FQ0892                          STATION DESCRIPTION
 FQ0892
 FQ0892'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0892'LOCATED 7.8 MI SE. OF CAMERON, 2.0 MI E. OF LITTLE COLORADO
 FQ0892'RIVER.  ON FIRST PROMINENT TERRACED BENCH ABOVE RIVER.
 FQ0892'
 FQ0892'TO REACH FROM CAMERON TRADING POST, DRIVE 0.2 MI N. ON U.S. HWY.
 FQ0892'89.  TURN RIGHT AT NORTH END OF SUSPENSION BRIDGE FOLLOWING BLADED
 FQ0892'RD. 1.0 MI TO RD. FORKS.  TAKE RIGHT FORK 6.1 MI.  TURN LEFT UP
 FQ0892'LARGE WASH FOLLOWING LARGE DRAIN 4.2 MI E. TO LARGE DRAIN FORKS.
 FQ0892'TAKE RIGHT FORK OF WASH 1.5 MI TO HORSESHOE CLIFF IN DRAIN.
 FQ0892'FOLLOW JEEP TRACKS UP STEEP GRADE AND UP DRAIN 0.7 MI.  TURN RIGHT
 FQ0892'UP SIDE DRAIN 0.6 MI.  TURN RIGHT OUT OF DRAIN W. CROSS-COUNTRY
 FQ0892'ABOUT 3.4 MI TO EDGE OF TERRACED CLIFFS AND STATION.
 FQ0892'
 FQ0892'STATION MARK--STANDARD TABLET STAMPED---BENCH 1955---.
 FQ0892'
 FQ0892'RM 1--STANDARD RM TABLET STAMPED---BENCH 1955 NO 1---, CEMENTED IN
 FQ0892'LARGE LIMESTONE AT POINT WHERE CLIFF IS BREAKING.
 FQ0892'
 FQ0892'RM 2--STANDARD RM TABLET STAMPED---BENCH 1955 NO 2---, CEMENTED IN
 FQ0892'TOP OF LIMESTONE OUTCROP AT EDGE OF CLIFF.
 FQ0892
 FQ0892                          STATION RECOVERY (1969)
 FQ0892
 FQ0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0892'RECOVERED AS DESCRIBED BY CGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1292 ***********************************************************************
 DB1292  DESIGNATION -  BENCH MARK
 DB1292  PID         -  DB1292
 DB1292  STATE/COUNTY-  AZ/YUMA
 DB1292  USGS QUAD   -  LAGUNA DAM (1979)
 DB1292
 DB1292                         *CURRENT SURVEY CONTROL
 DB1292  ___________________________________________________________________
 DB1292* NAD 83(1992)-  32 48 39.78169(N)    114 22 38.13288(W)     ADJUSTED  
 DB1292* NAVD 88     -        89.70   (+/-2cm)     294.3    (feet)  VERTCON   
 DB1292  ___________________________________________________________________
 DB1292  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DB1292  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DB1292  HORZ ORDER  -  FIRST
 DB1292  VERT ORDER  -  THIRD ? (See Below)
 DB1292
 DB1292.The horizontal coordinates were established by classical geodetic methods
 DB1292.and adjusted by the National Geodetic Survey in August 1993.
 DB1292
 DB1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1292.The vertical order pertains to the NGVD 29 superseded value.
 DB1292
 DB1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1292
 DB1292.The geoid height was determined by GEOID03.
 DB1292
 DB1292;                    North         East     Units Scale Factor Converg.
 DB1292;SPC AZ W     -   200,979.540   154,619.417   MT  0.99997586   -0 20 23.7
 DB1292;SPC AZ W     -   659,381.69    507,281.55   iFT  0.99997586   -0 20 23.7
 DB1292;SPC CA 6     -   573,039.033 2,175,375.525   MT  0.99999550   +1 01 44.8
 DB1292;SPC CA 6     - 1,880,045.56  7,137,044.53   sFT  0.99999550   +1 01 44.8
 DB1292;UTM  11      - 3,633,387.100   745,562.090   MT  1.00034360   +1 25 18.8
 DB1292
 DB1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1292!SPC AZ W     -   0.99999116  x   0.99997586  =   0.99996702
 DB1292!SPC CA 6     -   0.99999116  x   0.99999550  =   0.99998666
 DB1292!UTM  11      -   0.99999116  x   1.00034360  =   1.00033476
 DB1292
 DB1292|---------------------------------------------------------------------|
 DB1292| PID    Reference Object                     Distance      Geod. Az  |
 DB1292|                                                           dddmmss.s |
 DB1292| DB1296 BENCH MARK RM 4                      47.550 METERS 10205     |
 DB1292| CE9778 BENCH MARK RM 2                      30.425 METERS 18555     |
 DB1292| CE9779 BENCH MARK RM 3 AZIMUTH                            1892950.7 |
 DB1292| DB1293 25 M                                  4.658 METERS 27102     |
 DB1292| CE9777 BENCH MARK RM 1                      20.402 METERS 30737     |
 DB1292|---------------------------------------------------------------------|
 DB1292
 DB1292                          SUPERSEDED SURVEY CONTROL
 DB1292
 DB1292  NAD 83(1986)-  32 48 39.78535(N)    114 22 38.13915(W) AD(       ) 1
 DB1292  NAD 27      -  32 48 39.62900(N)    114 22 35.33700(W) AD(       ) 1
 DB1292  NGVD 29 (07/19/86)   89.04   (m)          292.1    (f) LEVELING    3  
 DB1292
 DB1292.Superseded values are not recommended for survey control.
 DB1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1292.See file dsdata.txt to determine how the superseded data were derived.
 DB1292
 DB1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4556233387(NAD 83)
 DB1292_MARKER: DD = SURVEY DISK
 DB1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1292
 DB1292  HISTORY     - Date     Condition        Report By
 DB1292  HISTORY     - 1934     MONUMENTED       BOR
 DB1292  HISTORY     - 1953     GOOD             USGS
 DB1292  HISTORY     - 1981     GOOD             NGS
 DB1292
 DB1292                          STATION DESCRIPTION
 DB1292
 DB1292'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (EBL)
 DB1292'THIS STATION IS ABOUT 16 MILES AIR LINE ENE OF YUMA.  ON A
 DB1292'LOW ROLLING HILL ABOUT 2 MILES NE OF STATION GILA CITY.  ABOUT
 DB1292'75 FEET E OF THE ROAD.  ABOUT 15 FEET E OF THE U.S.G.S. BENCH
 DB1292'MARK.  (ALL MARKS ARE NEW U.S.C. AND G.S. STANDARD TABLETS.)
 DB1292'
 DB1292'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 DB1292'DISKS SET IN CONCRETE.
 DB1292'
 DB1292'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 DB1292'IN A DEPRESSION IN A BOULDER 3 FEET BELOW THE GROUND.
 DB1292'
 DB1292'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD BRONZE
 DB1292'DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON
 DB1292'A LOW FOOTHILL ON THE W SIDE OF ROAD ABOUT 1.0 MILE AIR LINE
 DB1292'S OF STATION.  DISTANCE BY ROAD FROM STATION TO AZIMUTH IS
 DB1292'1.5 MILES.
 DB1292'
 DB1292'REACHED AS FOLLOWS FROM YUMA--FROM THE EASTERN CITY LIMITS
 DB1292'ON U.S. HIGHWAY 80 GO E FOR 7.5 MILES TO A ROAD LEADING
 DB1292'OFF TO THE LEFT, SIGN HERE READS DOME AND QUARTZITE.  TAKE
 DB1292'THIS ROAD TO THE LEFT AND GO 1.8 MILES.  HERE TURN RIGHT AND
 DB1292'FOLLOW MAIN ROAD FOR 8.6 MILES.  TAKE LEFT FORK HERE AND GO
 DB1292'1.1 MILES TO FORKS JUST AFTER CROSSING BRIDGE.  TAKE THE RIGHT
 DB1292'FORK AND GO 4.6 MILES.  HERE TURN RIGHT AND GO 1.0 MILE.  TURN
 DB1292'RIGHT, E, OFF ROAD AND DRIVE ABOUT 75 FEET TO STATION.
 DB1292
 DB1292                          STATION RECOVERY (1953)
 DB1292
 DB1292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 DB1292'STATION RECOVERED IN GOOD CONDITION.
 DB1292'
 DB1292'TO REACH FROM BLAISDELL GO N ON ARIZONA STATE HIGHWAY 95 FOR
 DB1292'3.6 MILES TO ROAD FORK JUST N OF A SUSPENSION BRIDGE, CONTINUE
 DB1292'ON HIGHWAY 95 FOR 4.9 MILES TO TRANSMISSION LINE CROSSING.
 DB1292'FOLLOW TRANSMISSION LINE TO BETWEEN THE THIRD AND FOURTH
 DB1292'POLES, ABOUT 90 FEET E OF A ROAD, 115 FEET SOUTH OF THE FOURTH
 DB1292'TRANSMISSION LINE POLE AND ABOUT 485 FEET N OF THE THIRD POLE.
 DB1292
 DB1292                          STATION RECOVERY (1981)
 DB1292
 DB1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1292'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DB1292'IN GOOD CONDITION.  THE USGS BENCH MARK HAS BEEN DESTROYED.
 DB1292'REFERENCE MARK 4 WAS ESTABLISHED FOR HELICOPTER ACTIVITY AT THIS TIME.
 DB1292'
 DB1292'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BENCH MARK USBR 1934 NO 4
 DB1292'1981.  THE MARK IS SET IN TOP OF A CONCRETE MONUMENT.
 DB1292'
 DB1292'REFERENCE MARK 3 STAMPED---BENCH MARK NO 3 AZIMUTH 1934---IS A
 DB1292'STANDARD CGS REFERENCE MARK DISK.  ADDITIONAL DESCRIPTION FOLLOWS,
 DB1292'ABOUT 20 FEET ABOVE HIGHWAY 95 AND ABOUT 55 FEET WEST OF CENTERLINE
 DB1292'OF US 95.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1834 ***********************************************************************
 DV1834  DESIGNATION -  BEND
 DV1834  PID         -  DV1834
 DV1834  STATE/COUNTY-  AZ/MARICOPA
 DV1834  USGS QUAD   -  COTTON CENTER (1973)
 DV1834
 DV1834                         *CURRENT SURVEY CONTROL
 DV1834  ___________________________________________________________________
 DV1834* NAD 83(1992)-  33 01 49.13479(N)    112 43 32.32883(W)     ADJUSTED  
 DV1834* NAVD 88     -       583.8    (meters)    1915.     (feet)  VERTCON   
 DV1834  ___________________________________________________________________
 DV1834  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DV1834  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1834  HORZ ORDER  -  THIRD
 DV1834
 DV1834.The horizontal coordinates were established by classical geodetic methods
 DV1834.and adjusted by the National Geodetic Survey in August 1993.
 DV1834
 DV1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1834
 DV1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1834
 DV1834.The geoid height was determined by GEOID03.
 DV1834
 DV1834;                    North         East     Units Scale Factor Converg.
 DV1834;SPC AZ C     -   225,404.118   137,790.592   MT  0.99997039   -0 26 27.5
 DV1834;SPC AZ C     -   739,514.82    452,068.87   iFT  0.99997039   -0 26 27.5
 DV1834;UTM  12      - 3,655,970.799   338,842.442   MT  0.99992023   -0 56 27.0
 DV1834
 DV1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1834!SPC AZ C     -   0.99991326  x   0.99997039  =   0.99988365
 DV1834!UTM  12      -   0.99991326  x   0.99992023  =   0.99983349
 DV1834
 DV1834|---------------------------------------------------------------------|
 DV1834| PID    Reference Object                     Distance      Geod. Az  |
 DV1834|                                                           dddmmss.s |
 DV1834| CR5128 BEND RM 2                             7.820 METERS 15400     |
 DV1834| CR5127 BEND RM 1                             5.580 METERS 33042     |
 DV1834| DV1840 NOSE                                APPROX. 6.2 KM 3563257.3 |
 DV1834|---------------------------------------------------------------------|
 DV1834
 DV1834                          SUPERSEDED SURVEY CONTROL
 DV1834
 DV1834  NAD 83(1986)-  33 01 49.13045(N)    112 43 32.33373(W) AD(       ) 3
 DV1834  NGVD 29 (06/20/88)  583.2    (m)         1913.     (f) VERT ANG    3  
 DV1834
 DV1834.Superseded values are not recommended for survey control.
 DV1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1834.See file dsdata.txt to determine how the superseded data were derived.
 DV1834
 DV1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3884255971(NAD 83)
 DV1834_MARKER: DS = TRIANGULATION STATION DISK
 DV1834_SETTING: 66 = SET IN ROCK OUTCROP
 DV1834_SP_SET: SET IN BEDROCK
 DV1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1834+STABILITY: POSITION/ELEVATION WELL
 DV1834
 DV1834  HISTORY     - Date     Condition        Report By
 DV1834  HISTORY     - 1948     MONUMENTED       USGS
 DV1834  HISTORY     - 1973     GOOD             USGS
 DV1834
 DV1834                          STATION DESCRIPTION
 DV1834
 DV1834'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DV1834'LOCATED ABOUT 6.0 MI N. OF TOWN OF GILA BEND, 1.5 MI N. OF NORTH
 DV1834'BANK OF BIG BEND IN GILA RIVER.  ON SOUTHERNMOST ONE OF SEVERAL
 DV1834'SHARP PEAKS WHICH ARE ABOUT SAME ELEVATION, AT SOUTH END OF
 DV1834'RIDGE.
 DV1834'
 DV1834'SEE 1973 RECOVERY FOR TO REACH.
 DV1834'
 DV1834'STATION MARK--STANDARD TABLET STAMPED---BEND 1948---, CEMENTED IN
 DV1834'BEDROCK.
 DV1834'
 DV1834'RM 1--STANDARD TABLET STAMPED---NO 1 1948---, CEMENTED IN BEDROCK.
 DV1834'
 DV1834'RM 2--STANDARD TABLET STAMPED---NO 2 1948---, CEMENTED IN BEDROCK.
 DV1834
 DV1834                          STATION RECOVERY (1973)
 DV1834
 DV1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1834'RECOVERED AS DESCRIBED BY USGS.
 DV1834'
 DV1834'TO REACH FROM POST OFFICE AT GILA BEND, GO 0.05 MI E. ON PAPOGO
 DV1834'ST.  TURN RIGHT 0.1 MI S. ON MARTIN ST.  TURN LEFT ON PIMA ST.
 DV1834'(U.S. HWY. 80) 0.9 MI E. TO T-RD.  TURN LEFT ON OLD U.S. HWY. 80
 DV1834'7.1 MI N. TO T-RD.  TURN LEFT ON GRAVEL RD. 2.2 MI W. ACROSS GILA
 DV1834'RIVER TO T-RD. AT RANCH.  TURN LEFT ON DIRT RD. 1.15 MI S. TO RD.
 DV1834'FORK.  TURN RIGHT ON DIM RD. 0.4 MI W. TO GATE.  PASS THROUGH GATE
 DV1834'ON DIM RD. 0.15 MI W. TO DRAIN AND END OF 2-WHEEL DRIVE.  TURN
 DV1834'LEFT 0.05 MI S. ALONG SOUTH SIDE OF DRAIN.  TURN RIGHT (W.) ON
 DV1834'4-WHEEL DRIVE RD. CROSSING DRAIN 0.2 MI ALONG NORTH BANK OF
 DV1834'DRAIN.  TURN RIGHT UP RIDGE 0.2 MI N. TO SADDLE AND END OF TRUCK
 DV1834'TRAVEL.  PACK N. UP SADDLE ABOUT 100 YARDS TO OLD PACK TRAIL.  TURN
 DV1834'LEFT (NW.) FOLLOWING TRAIL TO PROSPECT AND END OF TRAIL.  PACK UP
 DV1834'DRAIN TO SMALL SADDLE.  TURN LEFT (W.) ALONG SOUTH SLOPE OF KNOLL
 DV1834'TO SADDLE.  PACK SW. UP SMALL RIDGE TO TOP AND STATION.  A
 DV1834'45-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1464 ***********************************************************************
 DA1464  DESIGNATION -  BENDER
 DA1464  PID         -  DA1464
 DA1464  STATE/COUNTY-  AZ/MARICOPA
 DA1464  USGS QUAD   -  BIG HORN (1979)
 DA1464
 DA1464                         *CURRENT SURVEY CONTROL
 DA1464  ___________________________________________________________________
 DA1464* NAD 83(1992)-  32 51 38.21797(N)    112 26 54.75399(W)     ADJUSTED  
 DA1464* NAVD 88     -       490.0    (meters)    1608.     (feet)  VERTCON   
 DA1464  ___________________________________________________________________
 DA1464  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DA1464  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA1464  HORZ ORDER  -  FIRST
 DA1464
 DA1464.The horizontal coordinates were established by classical geodetic methods
 DA1464.and adjusted by the National Geodetic Survey in August 1993.
 DA1464
 DA1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1464
 DA1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1464
 DA1464.The geoid height was determined by GEOID03.
 DA1464
 DA1464;                    North         East     Units Scale Factor Converg.
 DA1464;SPC AZ C     -   206,420.334   163,581.142   MT  0.99993054   -0 17 19.0
 DA1464;SPC AZ C     -   677,232.07    536,683.54   iFT  0.99993054   -0 17 19.0
 DA1464;UTM  12      - 3,636,764.751   364,464.819   MT  0.99982651   -0 47 09.9
 DA1464
 DA1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1464!SPC AZ C     -   0.99992791  x   0.99993054  =   0.99985845
 DA1464!UTM  12      -   0.99992791  x   0.99982651  =   0.99975443
 DA1464
 DA1464|---------------------------------------------------------------------|
 DA1464| PID    Reference Object                     Distance      Geod. Az  |
 DA1464|                                                           dddmmss.s |
 DA1464| DA1465 BENDER RM A                          26.376 METERS 02619     |
 DA1464| CH4358 BENDER RM 1                          15.721 METERS 08442     |
 DA1464| CH4359 BENDER RM 2                          14.860 METERS 33459     |
 DA1464| DA0127 M 349                                              3374848.7 |
 DA1464|---------------------------------------------------------------------|
 DA1464
 DA1464                          SUPERSEDED SURVEY CONTROL
 DA1464
 DA1464  NAD 83(1986)-  32 51 38.20868(N)    112 26 54.75729(W) AD(       ) 1
 DA1464  NAD 27      -  32 51 38.05242(N)    112 26 52.21165(W) AD(       ) 1
 DA1464  NGVD 29 (07/19/86)  489.3    (m)         1605.     (f) VERT ANG    3  
 DA1464
 DA1464.Superseded values are not recommended for survey control.
 DA1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1464.See file dsdata.txt to determine how the superseded data were derived.
 DA1464
 DA1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6446536765(NAD 83)
 DA1464_MARKER: DS = TRIANGULATION STATION DISK
 DA1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1464+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 DA1464
 DA1464  HISTORY     - Date     Condition        Report By
 DA1464  HISTORY     - 1971     MONUMENTED       NGS
 DA1464  HISTORY     - 20081129 GOOD             GEOCAC
 DA1464
 DA1464                          STATION DESCRIPTION
 DA1464
 DA1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1464'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF GILA BEND, 1 MILE
 DA1464'SOUTH OF INTERSTATE HIGHWAY 8, ON PROPERTY OWNED BY THE U. S.
 DA1464'GOVERNMENT, CONTROLLED BY THE BUREAU OF LAND MANAGEMENT AND LEASED
 DA1464'BY MR. MARION GETZWILLER, CASA GRANDE, ARIZONA.
 DA1464'
 DA1464'TO REACH THE STATION FROM THE INTERSECTION OF PIMA STREET U S 80 AND
 DA1464'EUCLID AVENUE, 1 BLOCK SOUTH OF THE POST OFFICE IN GILA BEND GO
 DA1464'EAST ON PIMA STREET U S 80 FOR 1.2 MILES TO THE JUNCTION OF U S
 DA1464'HIGHWAY 80 AND STATE HIGHWAY 84.  TURN RIGHT AND GO SOUTHEAST ON
 DA1464'STATE HIGHWAY 84 FOR 2.7 MILES TO THE JUNCTION OF INTERSTATE HIGHWAY
 DA1464'8.  CONTINUE EASTERLY ON INTERSTATE HIGHWAY 8 FOR 13.1 MILES TO
 DA1464'THE BENCH MARK ON THE LEFT.  CONTINUE EASTERLY ON INTERSTATE HIGHWAY
 DA1464'8 FOR 1.0 MILE TO A GATE ON THE RIGHT IN THE RIGHT-OF-WAY FENCE.
 DA1464'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH ON THE GRAVELED
 DA1464'ROAD FOR 0.9 MILE TO A DIM TRACK ROAD LEFT AT THE BOTTOM OF A
 DA1464'WASH.  TURN LEFT AND GO EASTERLY ON THE TRACK ROAD FOR 0.25 MILE TO
 DA1464'THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 DA1464'
 DA1464'THE STATION MARKS ARE STANDARD DISKS STAMPED BENDER 1971, THE SURFACE
 DA1464'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 DA1464'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 DA1464'IT IS 15.6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND
 DA1464'ON THE SOUTH SLOPE OF THE RIDGE.  THE UNDERGROUND DISK WAS SET ABOUT
 DA1464'42 INCHES BELOW THE GROUND SURFACE.
 DA1464'
 DA1464'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BENDER NO 1 1971, SET
 DA1464'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DA1464'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DA1464'46 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN AND ABOUT 3
 DA1464'FEET HIGHER THAN THE STATION.
 DA1464'
 DA1464'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BENDER NO 2 1971, SET IN
 DA1464'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 DA1464'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET
 DA1464'NORTHWEST OF THE METAL WITNESS POST WITH SIGN AND ABOUT 2 FEET
 DA1464'HIGHER THAN THE STATION.
 DA1464'
 DA1464'THE PARK IS A STANDARD BENCH MARK DISK USED FOR AN AZIMUTH MARK
 DA1464'AND STAMPED M 349 1960, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DA1464'THAT IS 6 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE
 DA1464'GROUND SURFACE.  IT IS 95 FEET NORTH OF THE CENTER OF THE
 DA1464'WEST-BOUND LANE OF INTERSTATE HIGHWAY 8, 4 FEET EAST OF AN
 DA1464'ARIZONA HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A
 DA1464'RIGHT-OF-WAY FENCE AND 2 FEET WEST-NORTHWEST OF A METAL
 DA1464'WITNESS POST WITH SIGN.
 DA1464'
 DA1464'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA1464
 DA1464                          STATION RECOVERY (2008)
 DA1464
 DA1464'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DA1464'RECOVERED STATION BENDER ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DA1464'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1465 ***********************************************************************
 DA1465  DESIGNATION -  BENDER RM A
 DA1465  PID         -  DA1465
 DA1465  STATE/COUNTY-  AZ/MARICOPA
 DA1465  USGS QUAD   -  BIG HORN (1979)
 DA1465
 DA1465                         *CURRENT SURVEY CONTROL
 DA1465  ___________________________________________________________________
 DA1465* NAD 83(1992)-  32 51 38.98538(N)    112 26 54.30411(W)     ADJUSTED  
 DA1465* NAVD 88     -       489.64   (+/-2cm)    1606.4    (feet)  VERTCON   
 DA1465  ___________________________________________________________________
 DA1465  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DA1465  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA1465  HORZ ORDER  -  FIRST
 DA1465  VERT ORDER  -  THIRD ? (See Below)
 DA1465
 DA1465.The horizontal coordinates were established by classical geodetic methods
 DA1465.and adjusted by the National Geodetic Survey in August 1993.
 DA1465
 DA1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1465.The vertical order pertains to the NGVD 29 superseded value.
 DA1465
 DA1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1465
 DA1465.The geoid height was determined by GEOID03.
 DA1465
 DA1465;                    North         East     Units Scale Factor Converg.
 DA1465;SPC AZ C     -   206,443.914   163,592.957   MT  0.99993053   -0 17 18.7
 DA1465;SPC AZ C     -   677,309.43    536,722.30   iFT  0.99993053   -0 17 18.7
 DA1465;UTM  12      - 3,636,788.225   364,476.837   MT  0.99982647   -0 47 09.7
 DA1465
 DA1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1465!SPC AZ C     -   0.99992796  x   0.99993053  =   0.99985849
 DA1465!UTM  12      -   0.99992796  x   0.99982647  =   0.99975444
 DA1465
 DA1465:                Primary Azimuth Mark                     Grid Az
 DA1465:SPC AZ C     -  HORSE                                    098 33 58.4
 DA1465:UTM  12      -  HORSE                                    099 03 49.4
 DA1465
 DA1465|---------------------------------------------------------------------|
 DA1465| PID    Reference Object                     Distance      Geod. Az  |
 DA1465|                                                           dddmmss.s |
 DA1465| DA1459 HORSE                               APPROX.10.4 KM 0981639.7 |
 DA1465| DA1464 BENDER                               26.376 METERS 20619     |
 DA1465|---------------------------------------------------------------------|
 DA1465
 DA1465                          SUPERSEDED SURVEY CONTROL
 DA1465
 DA1465  NAD 83(1986)-  32 51 38.97625(N)    112 26 54.30733(W) AD(       ) 1
 DA1465  NAD 27      -  32 51 38.81986(N)    112 26 51.76177(W) AD(       ) 1
 DA1465  NGVD 29 (07/19/86)  488.98   (m)         1604.3    (f) LEVELING    3  
 DA1465
 DA1465.Superseded values are not recommended for survey control.
 DA1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1465.See file dsdata.txt to determine how the superseded data were derived.
 DA1465
 DA1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6447736788(NAD 83)
 DA1465_MARKER: DR = REFERENCE MARK DISK
 DA1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1465+STABILITY: SURFACE MOTION
 DA1465
 DA1465  HISTORY     - Date     Condition        Report By
 DA1465  HISTORY     - 1971     MONUMENTED       NGS
 DA1465
 DA1465                          STATION DESCRIPTION
 DA1465
 DA1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1465'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF GILS BEND, 1 MILE
 DA1465'SOUTH OF INTERSTATE HIGHWAY 8, ON PROPERTY OWNED BY THE U.S.
 DA1465'GOVERNMENT, CONTROLLED BY THE BUREAU OF LAND MANAGEMENT AND LEASED
 DA1465'BY MR. MARION GETZWILLER, BOX 27, CASS GRANDE, ARIZONA.
 DA1465'
 DA1465'THE STATION MARKS ARE STANDARD DISKS STAMPED BENDER RM A 1971, THE
 DA1465'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 DA1465'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 DA1465'SURFACE.  IT IS 95 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 DA1465'THE UNDERGROUND DISK IS SET ABOUT 42 INCHES BELOW THE GROUND
 DA1465'SURFACE.
 DA1465'
 DA1465'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR BENDER
 DA1465'1971.
 DA1465'
 DA1465'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BENDER
 DA1465'1971, THE DISTANCE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1033 ***********************************************************************
 CG1033  DESIGNATION -  BENEDICT RESET
 CG1033  PID         -  CG1033
 CG1033  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1033  USGS QUAD   -  RIO RICO (1981)
 CG1033
 CG1033                         *CURRENT SURVEY CONTROL
 CG1033  ___________________________________________________________________
 CG1033* NAD 83(1992)-  31 23 46.75177(N)    110 55 22.13324(W)     ADJUSTED  
 CG1033* NAVD 88     -      1392.58   (+/-2cm)    4568.8    (feet)  VERTCON   
 CG1033  ___________________________________________________________________
 CG1033  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CG1033  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CG1033  HORZ ORDER  -  FIRST
 CG1033  VERT ORDER  -  THIRD ? (See Below)
 CG1033
 CG1033.The horizontal coordinates were established by classical geodetic methods
 CG1033.and adjusted by the National Geodetic Survey in August 1993.
 CG1033
 CG1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1033.The vertical order pertains to the NGVD 29 superseded value.
 CG1033
 CG1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1033
 CG1033.The geoid height was determined by GEOID03.
 CG1033
 CG1033;                    North         East     Units Scale Factor Converg.
 CG1033;SPC AZ C     -    44,363.806   307,875.002   MT  1.00001015   +0 31 04.0
 CG1033;SPC AZ C     -   145,550.54  1,010,088.59   iFT  1.00001015   +0 31 04.0
 CG1033;UTM  12      - 3,473,528.064   507,337.919   MT  0.99960066   +0 02 24.8
 CG1033
 CG1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1033!SPC AZ C     -   0.99978599  x   1.00001015  =   0.99979614
 CG1033!UTM  12      -   0.99978599  x   0.99960066  =   0.99938674
 CG1033
 CG1033|---------------------------------------------------------------------|
 CG1033| PID    Reference Object                     Distance      Geod. Az  |
 CG1033|                                                           dddmmss.s |
 CG1033| CC6081 BENEDICT RM 1                        14.167 METERS 04637     |
 CG1033| CC6080 BENEDICT RM                          14.370 METERS 05037     |
 CG1033| CC6083 BENEDICT RM 3                         7.666 METERS 12253     |
 CG1033| CC6082 BENEDICT RM 2                         4.092 METERS 16610     |
 CG1033| CG1025 NOGALES RADIO STA KNOG MAST         APPROX. 4.7 KM 1675913.7 |
 CG1033| CG1020 NOGALES COURTHOUSE DOME             APPROX. 6.8 KM 1920919.6 |
 CG1033| CG1015 NOGALES CATHOLIC CHURCH             APPROX. 6.7 KM 1943828.6 |
 CG1033| CG1026 NOGALES PUBLIC SCHOOL               APPROX. 6.8 KM 1944820.6 |
 CG1033| CG1019 NOGALES MEXICAN CUSTOMHOUSE FS      APPROX. 7.5 KM 1953831.8 |
 CG1033| CG1035 SCA 2                               APPROX. 3.9 KM 2805312.3 |
 CG1033| CC6079 BENEDICT AZ MK                                     3040655.2 |
 CG1033|---------------------------------------------------------------------|
 CG1033
 CG1033                          SUPERSEDED SURVEY CONTROL
 CG1033
 CG1033  NAD 83(1986)-  31 23 46.73880(N)    110 55 22.12845(W) AD(       ) 1
 CG1033  NAD 27      -  31 23 46.38900(N)    110 55 19.81500(W) AD(       ) 1
 CG1033  NGVD 29 (07/19/86) 1391.70   (m)         4565.9    (f) LEVELING    3  
 CG1033
 CG1033.Superseded values are not recommended for survey control.
 CG1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1033.See file dsdata.txt to determine how the superseded data were derived.
 CG1033
 CG1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0733873528(NAD 83)
 CG1033_MARKER: DD = SURVEY DISK
 CG1033_SETTING: 80 = SET IN A BOULDER
 CG1033_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1033
 CG1033  HISTORY     - Date     Condition        Report By
 CG1033  HISTORY     - 1935     MONUMENTED       CGS
 CG1033  HISTORY     - 1935     GOOD             CGS
 CG1033  HISTORY     - 1956     GOOD             USE
 CG1033  HISTORY     - 1959     GOOD             CGS
 CG1033  HISTORY     - 1968     GOOD             AMS
 CG1033
 CG1033                          STATION DESCRIPTION
 CG1033
 CG1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG1033'ABOUT 5 MILES SOUTH OF CALABASAS AND 4 MILES NORTH OF NOGALES IN
 CG1033'SEC. 27, T. 23 S., R. 14 E., ON THE HIGHEST ROUND HILL BETWEEN
 CG1033'THE SANTA CRUZ RIVER AND NOGALES CREEK.  THE STATION, IDENTICAL
 CG1033'WITH THE U.S. GEOLOGICAL SURVEY STATION OF THE SAME NAME, IS
 CG1033'MARKED WITH A STANDARD DISK STATION MARK CEMENTED INTO THE SOLID
 CG1033'ROCK.  THE REFERENCE MARK SET IN 1910, A CROSS CUT IN THE TOP OF
 CG1033'A ROCK, IS 14.37 METERS (47.1 FEET) FROM STATION N 50 DEG 36 MIN E.
 CG1033'REFERENCE MARK NO. 1 (1935) (MARKING NOT KNOWN) IS
 CG1033'14.166 METERS (46.48 FEET) FROM STATION N 46 DEG 37 MIN E.
 CG1033'REFERENCE MARK NO. 2 (1935) (MARKING NOT KNOWN) IS
 CG1033'4.092 METERS (13.43 FEET) FROM STATION S 13 DEG 50 MIN E.
 CG1033'IN 1936 AN AZIMUTH MARK WAS ESTABLISHED ABOUT 1-1/2 MILES
 CG1033'WEST-NORTHWEST OF THE STATION ON A RIDGE, JUST AFTER EMERGING
 CG1033'FROM THE WASH ON COMING TO THE STATION, 33 FEET SOUTH OF
 CG1033'THE CENTERLINE OF A ROAD, ABOUT 100 YARDS EAST OF THE WASH, THE
 CG1033'DISK BEING SET IN A ROCK OUTCROP AND N 55 DEG 53 MIN W.
 CG1033
 CG1033                          STATION RECOVERY (1956)
 CG1033
 CG1033'RECOVERY NOTE BY US ENGINEERS 1956
 CG1033'STATION RECOVERED AS DESCRIBED.
 CG1033'
 CG1033'REFERENCE MARK 2 IS DESTROYED.
 CG1033
 CG1033                          STATION RECOVERY (1959)
 CG1033
 CG1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1033'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 CG1033'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 CG1033'AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT RECOVERED.  A NEW
 CG1033'AND COMPLETE DESCRIPTION FOLLOWS.
 CG1033'
 CG1033'THE STATION IS ABOUT 4 MILES NORTH OF NOGALES ON THE HIGHEST
 CG1033'ROUND HILL BETWEEN SANTA CRUZ RIVER AND NOGALES CREEK.
 CG1033'
 CG1033'TO REACH THE STATION FROM THE POST OFFICE IN NOGALES GO SOUTHWEST
 CG1033'FOR 1 BLOCK TO A CROSS STREET, TURN RIGHT, NORTHWEST, FOR 0.1 MILE
 CG1033'TO U.S. HIGHWAY 89, TURN RIGHT AND GO NORTHEAST FOR 0.6 MILE TO
 CG1033'THE JUNCTION WITH STATE HIGHWAY 82, CONTINUE NORTHEAST ON STATE
 CG1033'HIGHWAY 82 FOR 2.0 MILES TO A T ROAD LEFT AT THE TOP OF THE
 CG1033'GRADE.  TURN LEFT FOLLOWING THE MACADAM ROAD NORTHWARD BETWEEN
 CG1033'SEVERAL NICE HOMES FOR 0.6 MILE TO A STOCK GUARD, CONTINUE
 CG1033'NORTH AND NORTHWEST ON THE GRADED ROAD FOR 0.6 MILE TO A
 CG1033'GATE.  PASS THRU THE GATE AND CONTINUE NORTHWEST ON THE GRADED
 CG1033'ROAD FOR 1.0 MILE TO THE END OF THE ROAD AT THE REMAINS OF AN
 CG1033'ADOBE HOUSE.  FROM HERE PACK NORTH FOR ABOUT 1/2 HOUR TO THE
 CG1033'HIGHEST PART OF THE HILL AND THE STATION.
 CG1033'
 CG1033'THE STATION MARK, STAMPED BENEDICT 1935, IS A STANDARD U.S.G.S.
 CG1033'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 CG1033'FLUSH WITH THE GROUND.  IT IS 8 FEET WEST OF A CAIRN.
 CG1033'
 CG1033'REFERENCE MARK 1, STAMPED BENEDICT NO 1 1935, IS A STANDARD DISK
 CG1033'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.  IT IS
 CG1033'40 FEET NORTHEAST OF A CAIRN.
 CG1033'
 CG1033'REFERENCE MARK 3 STAMPED BENEDICT NO 3 1957, IS A FOREIGN AGENCY
 CG1033'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 CG1033'
 CG1033'TRIANGULATION STATION SCA 2 WAS USED FOR THE AZIMUTH MARK.  SEE
 CG1033'DESCRIPTION THEREOF.
 CG1033
 CG1033                          STATION RECOVERY (1968)
 CG1033
 CG1033'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CG1033'MARK IS LOCATED APPROXIMATELY 3.0 AIRMILES (N) OF NOGALES,
 CG1033'ARIZONA.  14.5 AIRMILES (SW) OF PATAGONIA, ARIZONA.
 CG1033'
 CG1033'TO REACH FROM INTERSECTION OF STATE HWY 82 AND U.S. HWY 89 IN
 CG1033'NOGALES, ARIZONA, GO (W) ON STATE HWY 82 ON THE CLOVERLEAF AND
 CG1033'FOLLOW THE INTERCHANGE OVER U.S. HWY 89 WHICH TURNS AND GOES (NE).
 CG1033'GO (NE) FOR 1.7 MILES TO CREST OF A SMALL HILL AND PAVED ROAD ON
 CG1033'LEFT.  TURN LEFT (N) AND GO 0.6 MILE TO A CATTLE GUARD AND END OF
 CG1033'PAVED ROAD.  CONTINUE ON WELL-GRADED ROAD FOR 0.5 MILE TO A Y.
 CG1033'TAKE LEFT FORK (WNW) ON GRADED ROAD FOR 0.1 MILE TO A GATE.
 CG1033'PASS THROUGH AND CONTINUE 0.6 MILE TO ANOTHER Y.  TAKE LEFT FORK
 CG1033'(NW) AND GO 0.2 MILE TO ANOTHER Y.  TAKE RIGHT FORK (W) AND GO
 CG1033'0.2 MILE TO A MINE AND REMAINS OF A HOUSE.  FROM HERE, PACK (NW)
 CG1033'TO HIGHEST POINT OF HILL AND STATION SITE (30 MINUTE PACK).
 CG1033'
 CG1033'STATION IS MARKED BY A USC AND GS BRONZE DISK CEMENTED IN ROCK AT
 CG1033'GROUND LEVEL.  STAMPED BENEDICT 1935.
 CG1033'
 CG1033'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A ROCKOUTCROP
 CG1033'PROTRUDING 0.27 M ABOVE GROUND.  STAMPED BENEDICT NO 1 1935.  IT IS
 CG1033'LOCATED 14.18 M (NE) OF MARK ON MAG. AZ. OF 47 DEG AND A DE OF
 CG1033'-0.16 M.
 CG1033'
 CG1033'R.M. 3 IS A FOREIGN AGENCY BRONZE DISK SET IN A ROCK OUTCROP
 CG1033'PROTRUDING 0.68 M ABOVE GROUND.  STAMPED BENEDICT NO 3 1957.  IT IS
 CG1033'LOCATED 7.85 M (ESE) OF MARK ON A MAG. AZ. OF 123 DEG AND A DE
 CG1033'OF -1.62 M.
 CG1033'
 CG1033'AZIMUTH MARK WAS NOT OBSERVED.
 CG1033'
 CG1033'CONDITION OF ALL EXISTING MARKS IS GOOD.  VIEW IS GOOD IN ALL
 CG1033'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0095 ***********************************************************************
 CG0095  DESIGNATION -  BENSON
 CG0095  PID         -  CG0095
 CG0095  STATE/COUNTY-  AZ/COCHISE
 CG0095  USGS QUAD   -  BENSON (1983)
 CG0095
 CG0095                         *CURRENT SURVEY CONTROL
 CG0095  ___________________________________________________________________
 CG0095* NAD 83(1992)-  31 58 05.21900(N)    110 17 25.16804(W)     ADJUSTED  
 CG0095* NAVD 88     -      1100.91   (+/-2cm)    3611.9    (feet)  VERTCON   
 CG0095  ___________________________________________________________________
 CG0095  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CG0095  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0095  HORZ ORDER  -  SECOND
 CG0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0095
 CG0095.The horizontal coordinates were established by classical geodetic methods
 CG0095.and adjusted by the National Geodetic Survey in August 1993.
 CG0095
 CG0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0095.The vertical order pertains to the NGVD 29 superseded value.
 CG0095
 CG0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0095
 CG0095.The geoid height was determined by GEOID03.
 CG0095
 CG0095;                    North         East     Units Scale Factor Converg.
 CG0095;SPC AZ E     -   107,338.591   201,672.310   MT  0.99990168   -0 03 55.7
 CG0095;SPC AZ E     -   352,160.73    661,654.56   iFT  0.99990168   -0 03 55.7
 CG0095;SPC AZ C     -   108,487.224   367,085.109   MT  1.00019135   +0 51 40.4
 CG0095;SPC AZ C     -   355,929.21  1,204,347.47   iFT  1.00019135   +0 51 40.4
 CG0095;UTM  12      - 3,537,121.524   567,056.593   MT  0.99965545   +0 22 32.7
 CG0095
 CG0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0095!SPC AZ E     -   0.99983154  x   0.99990168  =   0.99973323
 CG0095!SPC AZ C     -   0.99983154  x   1.00019135  =   1.00002286
 CG0095!UTM  12      -   0.99983154  x   0.99965545  =   0.99948705
 CG0095
 CG0095|---------------------------------------------------------------------|
 CG0095| PID    Reference Object                     Distance      Geod. Az  |
 CG0095|                                                           dddmmss.s |
 CG0095| CU7807 BENSON RM 3                          11.100 METERS 02520     |
 CG0095| CC6088 BENSON RM 1                           8.958 METERS 02617     |
 CG0095| CC6087 BENSON AZ MK                                       1255507.4 |
 CG0095| CG0094 BENSON RM 2                           9.787 METERS 32024     |
 CG0095| CU7712 BENSON RM 4                          11.376 METERS 33500     |
 CG0095|---------------------------------------------------------------------|
 CG0095
 CG0095                          SUPERSEDED SURVEY CONTROL
 CG0095
 CG0095  NAD 83(1986)-  31 58 05.21311(N)    110 17 25.16225(W) AD(       ) 2
 CG0095  NAD 27      -  31 58 04.91330(N)    110 17 22.90610(W) AD(       ) 2
 CG0095  NGVD 29 (??/??/92) 1100.132  (m)         3609.35   (f) ADJ UNCH    2 0
 CG0095
 CG0095.Superseded values are not recommended for survey control.
 CG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0095.See file dsdata.txt to determine how the superseded data were derived.
 CG0095
 CG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6705737122(NAD 83)
 CG0095_MARKER: DS = TRIANGULATION STATION DISK
 CG0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0095_STAMPING: BENSON 1960
 CG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0095+STABILITY: SURFACE MOTION
 CG0095
 CG0095  HISTORY     - Date     Condition        Report By
 CG0095  HISTORY     - 1960     MONUMENTED       CGS
 CG0095  HISTORY     - 1960     GOOD             CGS
 CG0095  HISTORY     - 1967     GOOD             USAF
 CG0095  HISTORY     - 1986     GOOD             AZDT
 CG0095
 CG0095                          STATION DESCRIPTION
 CG0095
 CG0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0095'THE STATION IS LOCATED ON A SMALL HILL NEAR THE CENTER OF BENSON,
 CG0095'JUST SOUTH OF A LARGE BLACK WATER TANK.
 CG0095'
 CG0095'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO WEST
 CG0095'ON U.S. HIGHWAY 80 FOR 0.05 MILE TO SAN PEDRO STREET, TURN
 CG0095'RIGHT AND GO NORTH ON SAN PEDRO STREET FOR 0.05 MILE TO A
 CG0095'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.3 MILE TO THE TOP
 CG0095'OF THE HILL AT THE WATER TANK AND THE STATION.
 CG0095'
 CG0095'THE STATION MARK IS A STANDARD DISK STAMPED BENSON 1960, SET
 CG0095'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 CG0095'19 FEET SOUTH OF THE WATER TANK AND 3.7 FEET SOUTH OF A
 CG0095'WITNESS POST.
 CG0095'
 CG0095'R.M. 1 IS A STANDARD DISK STAMPED BENSON NO 1 1960, SET IN
 CG0095'A DRILL HOLE IN THE CONCRETE APRON OF THE FOUNDATION FOR THE
 CG0095'BASE OF THE WATER TANK, AND IT IS 26.7 FEET NORTHEAST OF THE
 CG0095'WITNESS POST.
 CG0095'
 CG0095'R.M. 2 IS A STANDARD DISK STAMPED BENSON NO 2 1960, SET IN A
 CG0095'DRILL HOLE IN THE CONCRETE APRON OF THE BASE OF THE WATER TANK
 CG0095'AND IS 29.1 FEET NORTHWEST OF THE WITNESS POST.
 CG0095'
 CG0095'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENSON 1960, SET IN A
 CG0095'DRILL HOLE IN THE CONCRETE CURBING ON THE SOUTH SIDE OF ARIZONA
 CG0095'STATE HIGHWAY 86.  IT IS 25 FEET SOUTH OF THE CENTER OF THE TRAFFIC
 CG0095'DIVIDER AT THE EAST END OF THE DOUBLE LANES BENEATH AN
 CG0095'UNDERPASS, 7.5 FEET NORTHEAST OF AN OCTAGONAL METAL LIGHT POST
 CG0095'AND 3 FEET WEST OF THE EAST END OF THE CURBING.  TO REACH
 CG0095'FROM THE POST OFFICE AT BENSON, GO EASTERLY ON ARIZONA STATE
 CG0095'HIGHWAY 86 TOWARD WILLCOX FOR 0.4 MILE TO THE MARK ON
 CG0095'THE RIGHT.
 CG0095
 CG0095                          STATION RECOVERY (1960)
 CG0095
 CG0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0095'IN BENSON.
 CG0095'0.05 MILE WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0095'80, THENCE 0.05 MILE NORTH ON SAN PEDRO STREET, 19.0 FEET SOUTH OF A
 CG0095'WATER TANK, 3.7 FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A
 CG0095'12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CG0095
 CG0095                          STATION RECOVERY (1967)
 CG0095
 CG0095'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CG0095'RECOVERED STATION AND REF. MARKS AS DESCRIBED AZ. MK WAS NOT
 CG0095'LOOKED FOR.
 CG0095
 CG0095                          STATION RECOVERY (1986)
 CG0095
 CG0095'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0095'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 CG0095'AND 2 WERE DESTROYED DURING CONSTRUCTION OF A NEW WATER TANK AND THE
 CG0095'AZIMUTH MARK WAS DESTROYED BY HIGHWAY CONSTRUCTION.  REFERENCE MARKS 3
 CG0095'AND 4 WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0977 ***********************************************************************
 CG0977  DESIGNATION -  BENSON MTN ST TEL CO MW KPS 85
 CG0977  PID         -  CG0977
 CG0977  STATE/COUNTY-  AZ/COCHISE
 CG0977  USGS QUAD   -  BENSON (1983)
 CG0977
 CG0977                         *CURRENT SURVEY CONTROL
 CG0977  ___________________________________________________________________
 CG0977* NAD 83(1992)-  31 55 57.56400(N)    110 22 09.08913(W)     ADJUSTED  
 CG0977* NAVD 88     -              **(meters)            **(feet)            
 CG0977  ___________________________________________________________________
 CG0977  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CG0977  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0977  HORZ ORDER  -  THIRD
 CG0977
 CG0977.The horizontal coordinates were established by classical geodetic methods
 CG0977.and adjusted by the National Geodetic Survey in August 1993.
 CG0977
 CG0977
 CG0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0977
 CG0977.The geoid height was determined by GEOID03.
 CG0977
 CG0977;                    North         East     Units Scale Factor Converg.
 CG0977;SPC AZ E     -   103,418.223   194,210.722   MT  0.99990452   -0 06 25.6
 CG0977;SPC AZ E     -   339,298.63    637,174.28   iFT  0.99990452   -0 06 25.6
 CG0977;UTM  12      - 3,533,144.850   559,627.285   MT  0.99964385   +0 20 01.2
 CG0977
 CG0977                          SUPERSEDED SURVEY CONTROL
 CG0977
 CG0977  NAD 83(1986)-  31 55 57.55794(N)    110 22 09.08328(W) AD(       ) 4
 CG0977  NAD 27      -  31 55 57.25399(N)    110 22 06.81958(W) AD(       ) 3
 CG0977
 CG0977.Superseded values are not recommended for survey control.
 CG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0977.See file dsdata.txt to determine how the superseded data were derived.
 CG0977
 CG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5962733145(NAD 83)
 CG0977_MARKER: 42 = RADIO/TV MAST
 CG0977
 CG0977  HISTORY     - Date     Condition        Report By
 CG0977  HISTORY     - 1970     FIRST OBSERVED   CGS
 CG0977
 CG0977                          STATION DESCRIPTION
 CG0977
 CG0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 CG0977'THE STATION IS THE TOP CENTER OF THE BENSON, MOUNTAIN STATES
 CG0977'TELEPHONE COMPANY MICROWAVE TOWER KPS 85 THAT IS LOCATED ABOUT 5
 CG0977'MILES WEST-SOUTHWEST OF BENSON, 2-1/2 MILES SOUTH OF
 CG0977'INTERSTATE HIGHWAY 10 AND 1-1/2 MILES WEST OF STATE HIGHWAY 90.
 CG0977'THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED ALUMINUM IN COLOR
 CG0977'WITH TWO DISH SHAPED ANTENNAS LOCATED NEAR THE CENTER OF THE MAST AND
 CG0977'A FAN SHAPED ANTENNA LOCATED NEAR THE TOP.  IT IS 97 FEET IN HEIGHT
 CG0977'AND IS UNLIGHTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0094 ***********************************************************************
 CG0094  DESIGNATION -  BENSON RM 2
 CG0094  PID         -  CG0094
 CG0094  STATE/COUNTY-  AZ/COCHISE
 CG0094  USGS QUAD   -  BENSON (1983)
 CG0094
 CG0094                         *CURRENT SURVEY CONTROL
 CG0094  ___________________________________________________________________
 CG0094* NAD 83(1986)-  31 58 04.     (N)    110 17 24.     (W)     SCALED    
 CG0094* NAVD 88     -      1100.80   (+/-2cm)    3611.5    (feet)  VERTCON   
 CG0094  ___________________________________________________________________
 CG0094  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0094
 CG0094.The horizontal coordinates were scaled from a topographic map and have
 CG0094.an estimated accuracy of +/- 6 seconds.
 CG0094
 CG0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0094.The vertical order pertains to the NGVD 29 superseded value.
 CG0094
 CG0094.The geoid height was determined by GEOID03.
 CG0094
 CG0094;                    North         East    Units  Estimated Accuracy
 CG0094;SPC AZ E     -   107,300.      201,700.      MT  (+/- 180 meters Scaled)
 CG0094
 CG0094                          SUPERSEDED SURVEY CONTROL
 CG0094
 CG0094  NGVD 29 (??/??/92) 1100.020  (m)         3608.98   (f) ADJ UNCH    2 0
 CG0094
 CG0094.Superseded values are not recommended for survey control.
 CG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0094.See file dsdata.txt to determine how the superseded data were derived.
 CG0094
 CG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA670370(NAD 83)
 CG0094_MARKER: DR = REFERENCE MARK DISK
 CG0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0094_STAMPING: BENSON NO 2 1960
 CG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0094+STABILITY: SURFACE MOTION
 CG0094
 CG0094  HISTORY     - Date     Condition        Report By
 CG0094  HISTORY     - 1960     MONUMENTED       CGS
 CG0094  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0094
 CG0094                          STATION DESCRIPTION
 CG0094
 CG0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0094'IN BENSON.
 CG0094'0.05 MILE WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0094'80, THENCE 0.05 MILE NORTH ON SAN PEDRO STREET, SET IN A DRILL-HOLE IN
 CG0094'THE CONCRETE APRON OF A WATER TANK, 29.1 FEET NORTHWEST OF WITNESS
 CG0094'POST.
 CG0094
 CG0094                          STATION RECOVERY (1979)
 CG0094
 CG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0094'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW WATER TANK IS
 CG0094'BELIEVED TO HAVE BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0966 ***********************************************************************
 CG0966  DESIGNATION -  BENSON SP RR STANDPIPE
 CG0966  PID         -  CG0966
 CG0966  STATE/COUNTY-  AZ/COCHISE
 CG0966  USGS QUAD   -  BENSON (1983)
 CG0966
 CG0966                         *CURRENT SURVEY CONTROL
 CG0966  ___________________________________________________________________
 CG0966* NAD 83(1992)-  31 58 05.62782(N)    110 17 25.19545(W)     ADJUSTED  
 CG0966* NAVD 88     -              **(meters)            **(feet)            
 CG0966  ___________________________________________________________________
 CG0966  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CG0966  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0966  HORZ ORDER  -  THIRD
 CG0966
 CG0966.The horizontal coordinates were established by classical geodetic methods
 CG0966.and adjusted by the National Geodetic Survey in August 1993.
 CG0966
 CG0966
 CG0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0966
 CG0966.The geoid height was determined by GEOID03.
 CG0966
 CG0966;                    North         East     Units Scale Factor Converg.
 CG0966;SPC AZ E     -   107,351.183   201,671.605   MT  0.99990168   -0 03 55.7
 CG0966;SPC AZ E     -   352,202.04    661,652.25   iFT  0.99990168   -0 03 55.7
 CG0966;SPC AZ C     -   108,499.806   367,084.200   MT  1.00019135   +0 51 40.4
 CG0966;SPC AZ C     -   355,970.49  1,204,344.49   iFT  1.00019135   +0 51 40.4
 CG0966;UTM  12      - 3,537,134.107   567,055.791   MT  0.99965545   +0 22 32.7
 CG0966
 CG0966                          SUPERSEDED SURVEY CONTROL
 CG0966
 CG0966  NAD 83(1986)-  31 58 05.62183(N)    110 17 25.19321(W) AD(       ) 4
 CG0966  NAD 27      -  31 58 05.32100(N)    110 17 22.93800(W) AD(       ) 3
 CG0966
 CG0966.Superseded values are not recommended for survey control.
 CG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0966.See file dsdata.txt to determine how the superseded data were derived.
 CG0966
 CG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6705637134(NAD 83)
 CG0966_MARKER: 52 = STANDPIPE TANK
 CG0966
 CG0966  HISTORY     - Date     Condition        Report By
 CG0966  HISTORY     - 1946     FIRST OBSERVED   CGS
 CG0966
 CG0966                          STATION DESCRIPTION
 CG0966
 CG0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0966'STANDPIPE IS LOCATED ON A SMALL HILL, ABOUT 1/4 MILE N OF THE
 CG0966'SOUTHERN PACIFIC RAILROAD TRACKS AND UNDERPASS, ON THE E SIDE
 CG0966'OF BENSON.
 CG0966'
 CG0966'IT IS RIVETED SHEET STEEL CONSTRUCTION MOUNTED ON CONCRETE PIERS
 CG0966'6-1/2 FEET HIGH.  OVER-ALL HEIGHT IS 44-1/2 FEET AND THE DIAMETER
 CG0966'IS 42 FEET.  IT IS PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0970 ***********************************************************************
 CG0970  DESIGNATION -  BENSON SPRR WHITE TANK
 CG0970  PID         -  CG0970
 CG0970  STATE/COUNTY-  AZ/COCHISE
 CG0970  USGS QUAD   -  BENSON (1983)
 CG0970
 CG0970                         *CURRENT SURVEY CONTROL
 CG0970  ___________________________________________________________________
 CG0970* NAD 83(1992)-  31 57 51.89783(N)    110 16 59.36014(W)     ADJUSTED  
 CG0970* NAVD 88     -              **(meters)            **(feet)            
 CG0970  ___________________________________________________________________
 CG0970  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CG0970  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0970  HORZ ORDER  -  THIRD
 CG0970
 CG0970.The horizontal coordinates were established by classical geodetic methods
 CG0970.and adjusted by the National Geodetic Survey in August 1993.
 CG0970
 CG0970
 CG0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0970
 CG0970.The geoid height was determined by GEOID03.
 CG0970
 CG0970;                    North         East     Units Scale Factor Converg.
 CG0970;SPC AZ E     -   106,927.565   202,349.444   MT  0.99990149   -0 03 42.0
 CG0970;SPC AZ E     -   350,812.22    663,876.13   iFT  0.99990149   -0 03 42.0
 CG0970;SPC AZ C     -   108,087.086   367,769.000   MT  1.00019395   +0 51 53.8
 CG0970;SPC AZ C     -   354,616.42  1,206,591.21   iFT  1.00019395   +0 51 53.8
 CG0970;UTM  12      - 3,536,715.824   567,736.705   MT  0.99965658   +0 22 46.2
 CG0970
 CG0970                          SUPERSEDED SURVEY CONTROL
 CG0970
 CG0970  NAD 83(1986)-  31 57 51.89173(N)    110 16 59.35775(W) AD(       ) 4
 CG0970  NAD 27      -  31 57 51.59000(N)    110 16 57.10200(W) AD(       ) 3
 CG0970
 CG0970.Superseded values are not recommended for survey control.
 CG0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0970.See file dsdata.txt to determine how the superseded data were derived.
 CG0970
 CG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6773736716(NAD 83)
 CG0970_MARKER: 51 = TANK
 CG0970
 CG0970  HISTORY     - Date     Condition        Report By
 CG0970  HISTORY     - 1946     FIRST OBSERVED   CGS
 CG0970
 CG0970                          STATION DESCRIPTION
 CG0970
 CG0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0970'LOCATED ON THE S SIDE OF THE SOUTHERN PACIFIC RAILROAD TRACKS,
 CG0970'0.9 MILE SE OF THE POST OFFICE IN BENSON.  IT IS RIVETED SHEET
 CG0970'STEEL CONSTRUCTION WITH STRUCTURAL STEEL UNDER-STRUCTURE, MOUNTED
 CG0970'ON CONCRETE PIERS.  IT IS PAINTED BLACK, 37 FEET HIGH TO THE
 CG0970'BOTTOM OF THE TANK, 60 FEET HIGH TO THE TOP, AND 24 FEET IN
 CG0970'DIAMETER.  IT IS S OF STATE HIGHWAY 86 AND JUST W OF THE BRIDGE
 CG0970'ACROSS THE SAN PEDRO RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1007 ***********************************************************************
 DU1007  DESIGNATION -  BENT
 DU1007  PID         -  DU1007
 DU1007  STATE/COUNTY-  AZ/MARICOPA
 DU1007  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1007
 DU1007                         *CURRENT SURVEY CONTROL
 DU1007  ___________________________________________________________________
 DU1007* NAD 83(1992)-  33 12 47.27367(N)    111 54 55.62178(W)     ADJUSTED  
 DU1007* NAVD 88     -       356.79   (+/-2cm)    1170.6    (feet)  VERTCON   
 DU1007  ___________________________________________________________________
 DU1007  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DU1007  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU1007  HORZ ORDER  -  SECOND
 DU1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1007
 DU1007.The horizontal coordinates were established by classical geodetic methods
 DU1007.and adjusted by the National Geodetic Survey in August 1993.
 DU1007
 DU1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1007.The vertical order pertains to the NGVD 29 superseded value.
 DU1007
 DU1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1007
 DU1007.The geoid height was determined by GEOID03.
 DU1007
 DU1007;                    North         East     Units Scale Factor Converg.
 DU1007;SPC AZ C     -   245,386.825   213,473.370   MT  0.99990000   +0 00 02.4
 DU1007;SPC AZ C     -   805,074.89    700,371.95   iFT  0.99990000   +0 00 02.4
 DU1007;UTM  12      - 3,675,288.476   414,687.167   MT  0.99968973   -0 30 05.3
 DU1007
 DU1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1007!SPC AZ C     -   0.99994869  x   0.99990000  =   0.99984870
 DU1007!UTM  12      -   0.99994869  x   0.99968973  =   0.99963844
 DU1007
 DU1007|---------------------------------------------------------------------|
 DU1007| PID    Reference Object                     Distance      Geod. Az  |
 DU1007|                                                           dddmmss.s |
 DU1007| DU2148 I10 STA 1205+26.18 1168.77            9.478 METERS 14702     |
 DU1007| DU1008 BENT RM 1                            45.625 METERS 23813     |
 DU1007| DU1005 G 414                                              3270013.8 |
 DU1007| DU1006 BENT RM 2                            28.518 METERS 32702     |
 DU1007|---------------------------------------------------------------------|
 DU1007
 DU1007                          SUPERSEDED SURVEY CONTROL
 DU1007
 DU1007  NAD 83(1986)-  33 12 47.26724(N)    111 54 55.62577(W) AD(       ) 2
 DU1007  NAD 27      -  33 12 47.08130(N)    111 54 53.11960(W) AD(       ) 2
 DU1007  NGVD 29 (??/??/92)  356.282  (m)         1168.90   (f) ADJ UNCH    2 0
 DU1007
 DU1007.Superseded values are not recommended for survey control.
 DU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1007.See file dsdata.txt to determine how the superseded data were derived.
 DU1007
 DU1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1468775288(NAD 83)
 DU1007_MARKER: DE = TRAVERSE STATION DISK
 DU1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1007_STAMPING: BENT 1962
 DU1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1007+STABILITY: SURFACE MOTION
 DU1007
 DU1007  HISTORY     - Date     Condition        Report By
 DU1007  HISTORY     - 1962     MONUMENTED       CGS
 DU1007  HISTORY     - 1962     GOOD             CGS
 DU1007
 DU1007                          STATION DESCRIPTION
 DU1007
 DU1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU1007'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF CHANDLER, ABOUT
 DU1007'5 MILES NORTHEAST OF MARICOPA, ABOUT 4 MILES EAST OF STATE ROUTES
 DU1007'87 AND 93 AND ABOUT 1/2 MILE NORTH OF THE MARICOPA-PINAL COUNTY
 DU1007'LINE IN THE APPROXIMATE CENTER OF PROPOSED INTERSTATE HIGHWAY.
 DU1007'
 DU1007'TO REACH THE STATION FROM THE POST OFFICE IN GUADALUPE, GO SOUTH
 DU1007'ON 56TH STREET FOR 5 MILES TO T ROAD (WILLIAM FIELD ROAD), TURN
 DU1007'LEFT, GO EAST FOR 0.2 MILE TO SIDE ROAD RIGHT, TURN RIGHT, GO
 DU1007'SOUTH FOR 1.75 MILES TO POINT WHERE IRRIGATION CANAL CROSSES ROAD,
 DU1007'CONTINUE SOUTH FOR 0.3 MILE TO SIDE ROAD LEFT, TURN LEFT, GO EAST
 DU1007'ON BLADED ROAD FOR 1.65 MILES TO WHERE CENTER OF PROPOSED
 DU1007'INTERSTATE HIGHWAY CROSSES ROAD, TURN RIGHT, GO SOUTHEAST ALONG
 DU1007'CENTER OF PROPOSED ROAD FOR 1.7 MILES TO TRAVERSE STATION
 DU1007'BONE, CONTINUE SOUTHEAST FOR 1.95 MILES TO AZIMUTH MARK,
 DU1007'CONTINUE SOUTHEAST FOR 1.2 MILES TO STATION.
 DU1007'
 DU1007'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU1007'CONCRETE POST WHICH PROJECTS 6 INCHES AND STAMPED BENT 1962.  THE
 DU1007'MARK IS 35.1 FEET NORTHEAST OF WITNESS POST AND 3.5 FEET SOUTH OF
 DU1007'WITNESS POST.
 DU1007'
 DU1007'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1007'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES AND STAMPED BENT NO
 DU1007'1 1962.  THE MARK IS 152.6 FEET SOUTHWEST OF WITNESS POST AND 1/2
 DU1007'FOOT NORTHEAST OF A YELLOW 2 X 4 WITNESS POST.
 DU1007'
 DU1007'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1007'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES AND STAMPED BENT NO 2
 DU1007'1962.  THE MARK IS 91.2 FEET NORTHWEST OF WITNESS POST AND 1/2
 DU1007'FOOT SOUTHEAST OF A YELLOW 2 X 4 WITNESS POST.
 DU1007'
 DU1007'REFERENCE MARK 3, A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DU1007'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND
 DU1007'STAMPED 1168.77 1205+26.18 1961.  THE MARK IS 5.3 FEET NORTH OF
 DU1007'WITNESS POST.
 DU1007'
 DU1007'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DU1007'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 DU1007'INCHES AND STAMPED G 414 1962.  THE MARK IS 1.9 FEET SOUTH OF
 DU1007'WITNESS POST AND ON CENTER LINE OF PROPOSED ROAD.
 DU1007
 DU1007                          STATION RECOVERY (1962)
 DU1007
 DU1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU1007'14.4 MI SW FROM CHANDLER.
 DU1007'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1007'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1007'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 5.5 MILES
 DU1007'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1007'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 30 FEET NORTHEAST OF AN ARIZONA
 DU1007'HIGHWAY DEPARTMENT MARK, 35 FEET NORTHEAST OF AN A.H.D. METAL WITNESS
 DU1007'POST, 3.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN TOP OF A
 DU1007'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1008 ***********************************************************************
 DU1008  DESIGNATION -  BENT RM 1
 DU1008  PID         -  DU1008
 DU1008  STATE/COUNTY-  AZ/MARICOPA
 DU1008  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1008
 DU1008                         *CURRENT SURVEY CONTROL
 DU1008  ___________________________________________________________________
 DU1008* NAD 83(1986)-  33 12 47.     (N)    111 54 56.     (W)     SCALED    
 DU1008* NAVD 88     -       356.82   (+/-2cm)    1170.7    (feet)  VERTCON   
 DU1008  ___________________________________________________________________
 DU1008  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1008
 DU1008.The horizontal coordinates were scaled from a topographic map and have
 DU1008.an estimated accuracy of +/- 6 seconds.
 DU1008
 DU1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1008.The vertical order pertains to the NGVD 29 superseded value.
 DU1008
 DU1008.The geoid height was determined by GEOID03.
 DU1008
 DU1008;                    North         East    Units  Estimated Accuracy
 DU1008;SPC AZ C     -   245,380.      213,460.      MT  (+/- 180 meters Scaled)
 DU1008
 DU1008                          SUPERSEDED SURVEY CONTROL
 DU1008
 DU1008  NGVD 29 (??/??/92)  356.315  (m)         1169.01   (f) ADJ UNCH    2 0
 DU1008
 DU1008.Superseded values are not recommended for survey control.
 DU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1008.See file dsdata.txt to determine how the superseded data were derived.
 DU1008
 DU1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146752(NAD 83)
 DU1008_MARKER: DR = REFERENCE MARK DISK
 DU1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1008_STAMPING: BENT NO 1 1962
 DU1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1008+STABILITY: SURFACE MOTION
 DU1008
 DU1008  HISTORY     - Date     Condition        Report By
 DU1008  HISTORY     - 1962     MONUMENTED       CGS
 DU1008
 DU1008                          STATION DESCRIPTION
 DU1008
 DU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1008'14.4 MI SW FROM CHANDLER.
 DU1008'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1008'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1008'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 5.5 MILES
 DU1008'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF MEDIAN
 DU1008'STRIP OF INTERSTATE HIGHWAY 10, 149.7 FEET SOUTHWEST OF TRAVERSE
 DU1008'STATION BENT, 152.6 FEET SOUTHWEST OF A METAL WITNESS POST, 1.0 FOOT
 DU1008'EAST OF A YELLOW PAINTED WOODEN 2 BY 4 POST, AND SET IN TOP OF A
 DU1008'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1006 ***********************************************************************
 DU1006  DESIGNATION -  BENT RM 2
 DU1006  PID         -  DU1006
 DU1006  STATE/COUNTY-  AZ/MARICOPA
 DU1006  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1006
 DU1006                         *CURRENT SURVEY CONTROL
 DU1006  ___________________________________________________________________
 DU1006* NAD 83(1986)-  33 12 47.     (N)    111 54 56.     (W)     SCALED    
 DU1006* NAVD 88     -       356.58   (+/-2cm)    1169.9    (feet)  VERTCON   
 DU1006  ___________________________________________________________________
 DU1006  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1006
 DU1006.The horizontal coordinates were scaled from a topographic map and have
 DU1006.an estimated accuracy of +/- 6 seconds.
 DU1006
 DU1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1006.The vertical order pertains to the NGVD 29 superseded value.
 DU1006
 DU1006.The geoid height was determined by GEOID03.
 DU1006
 DU1006;                    North         East    Units  Estimated Accuracy
 DU1006;SPC AZ C     -   245,380.      213,460.      MT  (+/- 180 meters Scaled)
 DU1006
 DU1006                          SUPERSEDED SURVEY CONTROL
 DU1006
 DU1006  NGVD 29 (??/??/92)  356.073  (m)         1168.22   (f) ADJ UNCH    2 0
 DU1006
 DU1006.Superseded values are not recommended for survey control.
 DU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1006.See file dsdata.txt to determine how the superseded data were derived.
 DU1006
 DU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146752(NAD 83)
 DU1006_MARKER: DR = REFERENCE MARK DISK
 DU1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1006_STAMPING: BENT NO 2 1962
 DU1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1006+STABILITY: SURFACE MOTION
 DU1006
 DU1006  HISTORY     - Date     Condition        Report By
 DU1006  HISTORY     - 1962     MONUMENTED       CGS
 DU1006
 DU1006                          STATION DESCRIPTION
 DU1006
 DU1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1006'14.4 MI SW FROM CHANDLER.
 DU1006'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1006'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1006'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 5.5 MILES
 DU1006'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF MEDIAN STRIP OF
 DU1006'PROPOSED INTERSTATE HIGHWAY 10, 93.6 FEET NORTHWEST OF TRAVERSE
 DU1006'STATION BENT, 91.3 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT
 DU1006'SOUTHEAST OF A YELLOW PAINTED WOODEN 2 BY 4 POST, AND SET IN TOP OF A
 DU1006'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0913 ***********************************************************************
 ET0913  DESIGNATION -  BERRY
 ET0913  PID         -  ET0913
 ET0913  STATE/COUNTY-  AZ/YAVAPAI
 ET0913  USGS QUAD   -  MAYER (1974)
 ET0913
 ET0913                         *CURRENT SURVEY CONTROL
 ET0913  ___________________________________________________________________
 ET0913* NAD 83(1992)-  34 22 45.96825(N)    112 11 58.09608(W)     ADJUSTED  
 ET0913* NAVD 88     -      1331.6    (meters)    4369.     (feet)  VERTCON   
 ET0913  ___________________________________________________________________
 ET0913  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ET0913  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 ET0913  HORZ ORDER  -  SECOND
 ET0913
 ET0913.The horizontal coordinates were established by classical geodetic methods
 ET0913.and adjusted by the National Geodetic Survey in August 1993.
 ET0913
 ET0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0913
 ET0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0913
 ET0913.The geoid height was determined by GEOID03.
 ET0913
 ET0913;                    North         East     Units Scale Factor Converg.
 ET0913;SPC AZ C     -   374,775.092   187,352.472   MT  0.99990833   -0 09 34.9
 ET0913;SPC AZ C     - 1,229,577.07    614,673.46   iFT  0.99990833   -0 09 34.9
 ET0913;UTM  12      - 3,804,880.208   389,723.434   MT  0.99974990   -0 40 38.5
 ET0913
 ET0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0913!SPC AZ C     -   0.99979521  x   0.99990833  =   0.99970356
 ET0913!UTM  12      -   0.99979521  x   0.99974990  =   0.99954516
 ET0913
 ET0913|---------------------------------------------------------------------|
 ET0913| PID    Reference Object                     Distance      Geod. Az  |
 ET0913|                                                           dddmmss.s |
 ET0913| CH2714 BERRY RM 1                           11.010 METERS 03124     |
 ET0913| CH2715 BERRY RM 2                            6.460 METERS 11924     |
 ET0913| ET0914 MAIN                                APPROX. 2.1 KM 2952959.4 |
 ET0913|---------------------------------------------------------------------|
 ET0913
 ET0913                          SUPERSEDED SURVEY CONTROL
 ET0913
 ET0913  NAD 83(1986)-  34 22 45.96381(N)    112 11 58.09530(W) AD(       ) 2
 ET0913  NAD 27      -  34 22 45.86653(N)    112 11 55.51520(W) AD(       ) 2
 ET0913  NGVD 29 (07/19/86) 1330.8    (m)         4366.     (f) VERT ANG    3  
 ET0913
 ET0913.Superseded values are not recommended for survey control.
 ET0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0913.See file dsdata.txt to determine how the superseded data were derived.
 ET0913
 ET0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8972304880(NAD 83)
 ET0913_MARKER: DD = SURVEY DISK
 ET0913_SETTING: 66 = SET IN ROCK OUTCROP
 ET0913_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0913+STABILITY: POSITION/ELEVATION WELL
 ET0913
 ET0913  HISTORY     - Date     Condition        Report By
 ET0913  HISTORY     - 1980     MONUMENTED       AZDT
 ET0913  HISTORY     - 20080703 GOOD             GEOCAC
 ET0913
 ET0913                          STATION DESCRIPTION
 ET0913
 ET0913'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0913'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF CORDES JUNCTION AND 2.5
 ET0913'MILES SOUTHEAST OF MAYER.  IT IS ON TOP OF A LOW HILL EAST OF BIG BUG
 ET0913'CREEK.
 ET0913'
 ET0913'THE STATION MARK IS AN ADOT DISK STAMPED BERRY 1980.  IT IS SET IN A
 ET0913'DRILL HOLE IN AN OUTCROP.  8 FEET NORTH OF THE WITNESS POST.
 ET0913'
 ET0913'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BERRY RM 1 1980.  IT IS SET
 ET0913'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0913'
 ET0913'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BERRY RM 2 1980.  IT IS SET
 ET0913'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0913'
 ET0913'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0913'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND
 ET0913'TRAVEL SOUTHEAST ALONG 69 FOR 2.35 MILES TO END OF TRUCK TRAVEL JUST
 ET0913'AFTER CROSSING BRIDGE OVER BIG BUG CREEK.  PACK SOUTH UP THE SMALL
 ET0913'DRAIN ALONG THE EAST SIDE OF THE FENCE TO THE TOP OF THE RIDGE.  THE
 ET0913'STATION IS JUST WEST OF THE FENCE.
 ET0913
 ET0913                          STATION RECOVERY (2008)
 ET0913
 ET0913'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0913'RECOVERED BERRY, RM 1 AND RM 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0957 ***********************************************************************
 FR0957  DESIGNATION -  BERRY
 FR0957  PID         -  FR0957
 FR0957  STATE/COUNTY-  AZ/MOHAVE
 FR0957  USGS QUAD   -  HACKBERRY (1977)
 FR0957
 FR0957                         *CURRENT SURVEY CONTROL
 FR0957  ___________________________________________________________________
 FR0957* NAD 83(1992)-  35 17 24.74314(N)    113 39 31.50301(W)     ADJUSTED  
 FR0957* NAVD 88     -      1208.1    (meters)    3964.     (feet)  VERTCON   
 FR0957  ___________________________________________________________________
 FR0957  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 FR0957  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FR0957  HORZ ORDER  -  FIRST
 FR0957
 FR0957.The horizontal coordinates were established by classical geodetic methods
 FR0957.and adjusted by the National Geodetic Survey in August 1993.
 FR0957
 FR0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0957
 FR0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0957
 FR0957.The geoid height was determined by GEOID03.
 FR0957
 FR0957;                    North         East     Units Scale Factor Converg.
 FR0957;SPC AZ W     -   475,787.115   221,659.900   MT  0.99993418   +0 03 09.8
 FR0957;SPC AZ W     - 1,560,981.35    727,230.64   iFT  0.99993418   +0 03 09.8
 FR0957;UTM  12      - 3,908,468.928   258,215.196   MT  1.00032051   -1 32 12.3
 FR0957
 FR0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0957!SPC AZ W     -   0.99981470  x   0.99993418  =   0.99974889
 FR0957!UTM  12      -   0.99981470  x   1.00032051  =   1.00013515
 FR0957
 FR0957|---------------------------------------------------------------------|
 FR0957| PID    Reference Object                     Distance      Geod. Az  |
 FR0957|                                                           dddmmss.s |
 FR0957| FR0956 T22N R13W SECS 15 16 1/4 COR         44.548 METERS 07815     |
 FR0957| FR0959 LOS ANGELES ALBUQ AWY BCN 30        APPROX.13.0 KM 1234115.8 |
 FR0957| CH2709 BERRY RM 1                           15.130 METERS 15843     |
 FR0957| CH2710 BERRY RM 2                           15.192 METERS 27317     |
 FR0957| CH2708 BERRY AZ MK                                        3341441.6 |
 FR0957|---------------------------------------------------------------------|
 FR0957
 FR0957                          SUPERSEDED SURVEY CONTROL
 FR0957
 FR0957  NAD 83(1986)-  35 17 24.73950(N)    113 39 31.50404(W) AD(       ) 1
 FR0957  NAD 27      -  35 17 24.75100(N)    113 39 28.72200(W) AD(       ) 1
 FR0957  NGVD 29 (07/19/86) 1207.2    (m)         3961.     (f) VERT ANG    3  
 FR0957
 FR0957.Superseded values are not recommended for survey control.
 FR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0957.See file dsdata.txt to determine how the superseded data were derived.
 FR0957
 FR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5821508469(NAD 83)
 FR0957_MARKER: DS = TRIANGULATION STATION DISK
 FR0957_SETTING: 0 = UNSPECIFIED SETTING
 FR0957
 FR0957  HISTORY     - Date     Condition        Report By
 FR0957  HISTORY     - 1944     MONUMENTED       CGS
 FR0957  HISTORY     - 1955     GOOD             CGS
 FR0957  HISTORY     - 1961     GOOD             CGS
 FR0957  HISTORY     - 1968     GOOD             AZHD
 FR0957
 FR0957                          STATION DESCRIPTION
 FR0957
 FR0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0957'STATION IS LOCATED ON THE E SLOPE NEAR THE TOP OF A SMALL RIDGE
 FR0957'160 FEET W OF THE HACKBERRY-WIKIEUP ROAD.  IT IS ABOUT 7 MILES
 FR0957'(AIR LINE) SE OF HACKBERRY AND ABOUT 21 MILES (AIR LINE) SW OF
 FR0957'PEACH SPRINGS.
 FR0957'
 FR0957'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 FR0957'PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS STAMPED BERRY
 FR0957'1944.  IT IS LOCATED 160 FEET W OF THE ROAD AND 8.9 FEET NNW
 FR0957'OF AN UNPAINTED 4- BY 4-INCH WITNESS POST.
 FR0957'
 FR0957'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A
 FR0957'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND
 FR0957'IS STAMPED BERRY NO 1 1944. IT IS ABOUT 1 FOOT LOWER IN
 FR0957'ELEVATION THAN THE STATION MARK.
 FR0957'
 FR0957'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 FR0957'POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS STAMPED
 FR0957'BERRY NO 2 1944.  IT IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 FR0957'THE STATION MARK.
 FR0957'
 FR0957'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 FR0957'PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS STAMPED
 FR0957'BERRY 1944.  IT IS ABOUT 150 FEET W OF THE ROAD AND 2.1 FEET
 FR0957'SSE OF AN UNPAINTED 4- BY 4-INCH WITNESS POST.
 FR0957'
 FR0957'TO REACH STATION FROM PEACH SPRINGS, GO W FROM THE POST OFFICE
 FR0957'ON U.S. HIGHWAY 66 FOR 20.4 MILES TO A DIRT ROAD FORK TO
 FR0957'THE LEFT, 2.6 MILES AFTER PASSING THE TRUXTON CANON INDIAN
 FR0957'SCHOOL.  TURN LEFT OFF THE HIGHWAY AND GO 0.1 MILE TO A
 FR0957'RAILROAD CROSSING. CROSS THE TRACKS AND GO 0.4 MILE TO A FORKS.
 FR0957'TAKE THE LEFT FORK ONTO A GOOD GRAVEL CROSS ROAD AND GO 4.3
 FR0957'MILES ON THE MAIN-TRAVELED ROAD TO THE AZIMUTH MARK ON A SHARP
 FR0957'RIDGE ON THE RIGHT.  CONTINUE 0.9 MILE TO THE STATION ON THE
 FR0957'RIGHT.
 FR0957
 FR0957                          STATION RECOVERY (1955)
 FR0957
 FR0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0957'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FR0957'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. THE DESCRIPTION
 FR0957'IS ADEQUATE.
 FR0957
 FR0957                          STATION RECOVERY (1961)
 FR0957
 FR0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0957'STATION AND ALL MARKS INCLUDING 1/4 SECTION MARK RECOVERED AS
 FR0957'DESCRIBED IN GOOD CONDITION.
 FR0957'
 FR0957'STEEL TANK, 1 MILE N IS GONE.  AIRWAY BEACON S. E. COULD NOT
 FR0957'BE SEEN AND HAS PROBABLY BEEN DISMANTLED.
 FR0957
 FR0957                          STATION RECOVERY (1968)
 FR0957
 FR0957'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0957'TO REACH THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FR0957'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0316 ***********************************************************************
 GQ0316  DESIGNATION -  BERRY
 GQ0316  PID         -  GQ0316
 GQ0316  STATE/COUNTY-  AZ/MOHAVE
 GQ0316  USGS QUAD   -  HITSON TANK (1988)
 GQ0316
 GQ0316                         *CURRENT SURVEY CONTROL
 GQ0316  ___________________________________________________________________
 GQ0316* NAD 83(1992)-  36 28 41.54751(N)    112 47 10.19655(W)     ADJUSTED  
 GQ0316* NAVD 88     -      1724.8    (meters)    5659.     (feet)  VERTCON   
 GQ0316  ___________________________________________________________________
 GQ0316  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GQ0316  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 GQ0316  HORZ ORDER  -  THIRD
 GQ0316
 GQ0316.The horizontal coordinates were established by classical geodetic methods
 GQ0316.and adjusted by the National Geodetic Survey in August 1993.
 GQ0316
 GQ0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0316
 GQ0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0316
 GQ0316.The geoid height was determined by GEOID03.
 GQ0316
 GQ0316;                    North         East     Units Scale Factor Converg.
 GQ0316;SPC AZ W     -   608,023.324   299,730.613   MT  1.00002521   +0 34 23.0
 GQ0316;SPC AZ W     - 1,994,827.18    983,368.15   iFT  1.00002521   +0 34 23.0
 GQ0316;UTM  12      - 4,038,473.892   339,986.979   MT  0.99991546   -1 03 43.7
 GQ0316
 GQ0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0316!SPC AZ W     -   0.99973300  x   1.00002521  =   0.99975820
 GQ0316!UTM  12      -   0.99973300  x   0.99991546  =   0.99964848
 GQ0316
 GQ0316|---------------------------------------------------------------------|
 GQ0316| PID    Reference Object                     Distance      Geod. Az  |
 GQ0316|                                                           dddmmss.s |
 GQ0316| CH2712 BERRY RM 1                            8.130 METERS 04351     |
 GQ0316| CH2713 BERRY RM 2                            8.907 METERS 10925     |
 GQ0316| CH2711 BERRY AZ MK                                        1472638.7 |
 GQ0316|---------------------------------------------------------------------|
 GQ0316
 GQ0316                          SUPERSEDED SURVEY CONTROL
 GQ0316
 GQ0316  NAD 83(1986)-  36 28 41.54222(N)    112 47 10.19296(W) AD(       ) 3
 GQ0316  NAD 27      -  36 28 41.59400(N)    112 47 07.48500(W) AD(       ) 3
 GQ0316  NGVD 29 (05/08/89) 1723.9    (m)         5656.     (f) VERT ANG    3  
 GQ0316
 GQ0316.Superseded values are not recommended for survey control.
 GQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0316.See file dsdata.txt to determine how the superseded data were derived.
 GQ0316
 GQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3998738474(NAD 83)
 GQ0316_MARKER: DS = TRIANGULATION STATION DISK
 GQ0316_SETTING: 80 = SET IN A BOULDER
 GQ0316_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0316
 GQ0316  HISTORY     - Date     Condition        Report By
 GQ0316  HISTORY     - 1953     MONUMENTED       CGS
 GQ0316  HISTORY     - 1956     GOOD             USGS
 GQ0316
 GQ0316                          STATION DESCRIPTION
 GQ0316
 GQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0316'STATION IS ABOUT 9 MILES WEST OF KANAB CANYON, 12 MILES SOUTHWEST
 GQ0316'OF JUMPUP RANGER STATION AND ABOUT 20 MILES EAST-NORTHEST OF MT.
 GQ0316'TRUMBULL MOUNTAIN.  ON THE SUMMIT OF A LOW, ROUND-TOPPED
 GQ0316'HILL SPARSELY COVERED WITH SMALL JUNIPER AND SAGE.  THE HILL
 GQ0316'IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 GQ0316'
 GQ0316'STATION MARK, STAMPED BERRY 1953, IS A STANDARD DISK CEMENTED
 GQ0316'IN A DRILL HOLE IN A BOULDER ABOUT 10 INCHES SQUARE, FLUSH
 GQ0316'WITH THE GROUND AND 15-1/2 FEET WEST-NORTHWEST OF A TRIMMED
 GQ0316'AND BLAZED JUNIPER TREE.
 GQ0316'
 GQ0316'REFERENCE MARK NO. 1, STAMPED BERRY NO 1 1953, IS A STANDARD
 GQ0316'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR-SHAPED BOULDER
 GQ0316'ABOUT 12 BY 24 INCHES.  FLUSH WITH THE GROUND AND 1/2 FOOT
 GQ0316'LOWER THAN STATION.
 GQ0316'
 GQ0316'REFERENCE MARK NO. 2, STAMPED BERRY NO 2 1953, IS A STANDARD
 GQ0316'DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 8 INCHES
 GQ0316'SQUARE, FLUSH WITH THE GROUND, 1/2 FOOT LOWER THAN STATION
 GQ0316'AND 16 FEET EAST OF THE BLAZED JUNIPER TREE.
 GQ0316'
 GQ0316'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GQ0316'IN BEDROCK FLUSH WITH THE GROUND.  31-1/2 FEET SOUTHWEST
 GQ0316'OF A WITNESS POST AND 33-1/2 FEET SOUTH OF THE CENTER OF
 GQ0316'TRACK ROAD LEADING TO STATION.  STAMPED BERRY 1953.
 GQ0316'
 GQ0316'TO REACH FROM THE JUNCTION OF PIPE SPRINGS ROAD AND U.S. 89,
 GQ0316'ONE BLOCK NORTH OF THE ARIZONA CHECKING STATION IN FREDONIA,
 GQ0316'GO WEST ON THE PIPE SPRINGS ROAD FOR 8.4 MILES TO Y-FORKS
 GQ0316'AND SIGN GRAND CANYON NATIONAL MONUMENT.  TURN LEFT, SOUTH,
 GQ0316'AS PER SIGN AND GO 25.7 MILES TO GATE.  PASS THROUGH AND
 GQ0316'CONTINUE SOUTH FOR 1.6 MILES TO A GATE.  PASS THROUGH AND
 GQ0316'TAKE LEFT FORK, SOUTHEAST, FOR 3.3 MILES TO A STONE SHACK
 GQ0316'ON THE RIGHT AT A FORK.  TAKE RIGHT FORK FOR 0.25 MILE TO THE
 GQ0316'SOUTHWEST CORNER OF RESERVOIRS AND A DIM FORK.  TURN LEFT,
 GQ0316'EASTERLY, ALONG FENCE LINE ON SOUTH SIDE OF THE RESERVOIRS
 GQ0316'AND CONTINUE ON THE MAIN ROAD UP VALLEY FOR 2.6 MILES TO A
 GQ0316'FORK.  TAKE RIGHT FORK, SOUTH-SOUTHEAST, FOR 0.2 MILE TO A
 GQ0316'WIRE GATE.  PASS THROUGH AND CONTINUE FOR 1.6 MILES TO A
 GQ0316'RESERVOIR AT A POLE CORRAL, KNOWN AS FINLEYS LOWER TANK.  TURN
 GQ0316'LEFT AT CORRAL, ON NORTH SIDE OF FENCE, THEN TURN RIGHT,
 GQ0316'SOUTH, PASSING CORRAL, FOR DISTANCE OF 0.7 MILE TO A
 GQ0316'FORK.  TAKE RIGHT FORK FOR 0.1 MILE TO A FORK AND CROSSROAD.
 GQ0316'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO TWO WIRE GATES.
 GQ0316'PASS THROUGH AND GO 0.35 MILE TO A SMALL BARN ON LEFT SIDE
 GQ0316'OF ROAD.  CONTINUE UP VALLEY FOR 0.35 MILE TO A FORK.
 GQ0316'TAKE LEFT FORK, NORTH-NORTHEAST, FOR 1.2 MILES TO THREE FORKS.
 GQ0316'TAKE THE LEFT ONE OF THREE FORKS AND GO UP OVER THE HILL FOR
 GQ0316'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 GQ0316'TRACK ROAD FOR 0.35 MILE TO A DIM TRACK ROAD RIGHT.  TURN
 GQ0316'RIGHT FOR 0.1 MILE TO STATION AT TRIMMED AND BLAZED
 GQ0316'JUNIPER TREE.
 GQ0316
 GQ0316                          STATION RECOVERY (1956)
 GQ0316
 GQ0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1413 ***********************************************************************
 DU1413  DESIGNATION -  BERT
 DU1413  PID         -  DU1413
 DU1413  STATE/COUNTY-  AZ/MARICOPA
 DU1413  USGS QUAD   -  TEMPE (1982)
 DU1413
 DU1413                         *CURRENT SURVEY CONTROL
 DU1413  ___________________________________________________________________
 DU1413* NAD 83(1992)-  33 27 33.44654(N)    111 59 13.39598(W)     ADJUSTED  
 DU1413* NAVD 88     -       355.98   (+/-2cm)    1167.9    (feet)  VERTCON   
 DU1413  ___________________________________________________________________
 DU1413  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DU1413  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1413  HORZ ORDER  -  SECOND
 DU1413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1413
 DU1413.The horizontal coordinates were established by classical geodetic methods
 DU1413.and adjusted by the National Geodetic Survey in August 1993.
 DU1413
 DU1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1413.The vertical order pertains to the NGVD 29 superseded value.
 DU1413
 DU1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1413
 DU1413.The geoid height was determined by GEOID03.
 DU1413
 DU1413;                    North         East     Units Scale Factor Converg.
 DU1413;SPC AZ C     -   272,687.932   206,816.983   MT  0.99990053   -0 02 19.7
 DU1413;SPC AZ C     -   894,645.45    678,533.41   iFT  0.99990053   -0 02 19.7
 DU1413;UTM  12      - 3,702,641.485   408,272.393   MT  0.99970373   -0 32 39.3
 DU1413
 DU1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1413!SPC AZ C     -   0.99994879  x   0.99990053  =   0.99984932
 DU1413!UTM  12      -   0.99994879  x   0.99970373  =   0.99965253
 DU1413
 DU1413|---------------------------------------------------------------------|
 DU1413| PID    Reference Object                     Distance      Geod. Az  |
 DU1413|                                                           dddmmss.s |
 DU1413| DU1597 BERT RM 1                            16.368 METERS 00012     |
 DU1413| DU0860 BERT 3 RM 5                          20.757 METERS 02800     |
 DU1413| DU0859 BERT 3                                8.793 METERS 09048     |
 DU1413| DU0864 NOLE                                392.285 METERS 09048     |
 DU1413| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.1 KM 1543633.0 |
 DU1413| DU1598 BERT RM 2                            17.416 METERS 27057     |
 DU1413| DU0858 BERT AZ MK                                         3590133.2 |
 DU1413| CH6152 T2N R4E SEC 31 1/4 COR                             3594350.8 |
 DU1413|---------------------------------------------------------------------|
 DU1413
 DU1413                          SUPERSEDED SURVEY CONTROL
 DU1413
 DU1413  NAD 83(1986)-  33 27 33.44093(N)    111 59 13.40122(W) AD(       ) 2
 DU1413  NAD 27      -  33 27 33.28240(N)    111 59 10.87430(W) AD(       ) 2
 DU1413  NGVD 29 (??/??/92)  355.33   (m)         1165.8    (f) COMPUTED    2 0
 DU1413
 DU1413.Superseded values are not recommended for survey control.
 DU1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1413.See file dsdata.txt to determine how the superseded data were derived.
 DU1413
 DU1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0827202641(NAD 83)
 DU1413_MARKER: DD = SURVEY DISK
 DU1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1413_STAMPING: P M BERT 1973
 DU1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1413+STABILITY: SURFACE MOTION
 DU1413
 DU1413  HISTORY     - Date     Condition        Report By
 DU1413  HISTORY     - 1963     MONUMENTED       CGS
 DU1413  HISTORY     - 1967     GOOD             AZHD
 DU1413  HISTORY     - 1975     GOOD             AZDT
 DU1413
 DU1413                          STATION DESCRIPTION
 DU1413
 DU1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU1413'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF PHOENIX
 DU1413'AND ABOUT 1/2 MILE SOUTH OF EAST MC DOWELL ROAD ON THE EAST
 DU1413'RIGHT-OF-WAY OF NORTH 44TH STREET.
 DU1413'
 DU1413'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU1413'ROAD AND NORTH 44TH STREET (AZIMUTH MARK IN THE SOUTHWEST
 DU1413'CORNER OF INTERSECTION AS DESCRIBED), GO SOUTH ON NORTH 44TH
 DU1413'STREET FOR 0.45 MILE TO THE STATION ON LEFT.
 DU1413'
 DU1413'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU1413'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BERT 1963.
 DU1413'THE MARK IS 22 FEET EAST OF CENTER OF NORTH 44TH STREET, 12 FEET
 DU1413'SOUTHWEST OF CENTER OF MANHOLE COVER, 4.3 FEET NORTH OF A
 DU1413'POWER POLE AND 3.3 FEET SOUTH OF WITNESS POST.
 DU1413'
 DU1413'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1413'ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED BERT NO 1
 DU1413'1963.  THE MARK IS 58 FEET NORTH OF A POWER POLE, 50.4 FEET
 DU1413'NORTH OF WITNESS POST, 47 FEET NORTH-NORTHWEST OF CENTER OF
 DU1413'MANHOLE COVER AND 20 FEET EAST OF CENTER OF NORTH 44TH STREET.
 DU1413'
 DU1413'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DU1413'THE WEST WINGWALL OF THE SOUTH END OF CULVERT.  THE MARK IS
 DU1413'68 FEET WEST OF WITNESS POST, 16 FEET EAST OF FENCE AND 8 FEET
 DU1413'SOUTH OF CENTER OF DRIVEWAY.
 DU1413'
 DU1413'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A ROUND
 DU1413'CONCRETE POST WHICH IS FLUSH AND STAMPED BERT 1963.  THE
 DU1413'MARK IS 46 FEET SOUTH OF THE CENTER OF EAST MC DOWELL ROAD,
 DU1413'28 FEET WEST OF CENTER OF NORTH 44TH STREET, 7 FEET EAST OF
 DU1413'EAST EDGE OF CANAL AND 2.4 FEET SOUTHEAST OF WITNESS POST.
 DU1413'
 DU1413'1/4 CORNER, IS A PHOENIX CITY SURVEY MARK LOCATED IN THE
 DU1413'CENTER OF THE INTERSECTION OF EAST MC DOWELL ROAD AND 44TH
 DU1413'STREET.  STATION IS A 3 INCH BRONZE DISK SET IN CONCRETE
 DU1413'WITH PUNCH HOLE IN CENTER ABOUT 8 INCHES BELOW THE SURFACE OF
 DU1413'THE STREET AND IS UNDER A ROUND METAL HANDHOLE COVER.
 DU1413
 DU1413                          STATION RECOVERY (1967)
 DU1413
 DU1413'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DU1413'STATION BERT 1963, REFERENCE MARKS 1 AND 2, ALONG WITH STATION
 DU1413'BERT 2 1966 AND ITS TWO REFERENCE MARKS WERE FOUND IN GOOD
 DU1413'CONDITION.  NEW CONSTRUCTION ON NORTH 44TH STREET IS NOW
 DU1413'IN PROGRESS AND ALL OF THESE MARKS WILL BE DESTROYED SHORTLY.
 DU1413'
 DU1413'THE AZIMUTH MARK WAS ALSO VISITED AND FOUND IN GOOD CONDITION,
 DU1413'BUT IS IN CONSTRUCTION ZONE.  THE MARK WAS NOT MOVED AT THIS
 DU1413'TIME.  IT IS NOT VISIBLE FROM THE NEW STATION BERT 3 1967.
 DU1413'
 DU1413'BERT 3 1967 WAS SET ON LINE BETWEEN STATIONS BERT 1963 AND
 DU1413'NOLE 1963.  REFERENCE MARKS 5 AND 6 WERE ALSO SET AT THIS TIME.
 DU1413'
 DU1413'NOTE--ACCORDING TO RECORDS IN THE ROCKVILLE OFFICE NO COMPUTATIONS
 DU1413'OR DESCRIPTION HAVE BEEN RECEIVED FOR STATION BERT 2 1966.
 DU1413
 DU1413                          STATION RECOVERY (1975)
 DU1413
 DU1413'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1413'5.3 MI SE FROM BUCKHORN.
 DU1413'FROM THE INTERSECTION OF ELLSWORTH AND BASELINE ROADS, NORTH ON
 DU1413'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A DRAIN
 DU1413'DITCH.  LEFT, AND FOLLOW THE TRACK ROAD FOR 1.0 MILES, THENCE PACK
 DU1413'NORTH FOR 215 FT. AND TO THE STATION.  25 FT. EAST OF A TRACK ROAD,
 DU1413'84TH ST.  3 FT. NORTHEAST OF A P AND M SURVEY SIGN.  SUPERSTITION
 DU1413'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD BRASS CAP, SET
 DU1413'IN AN 8 IN. SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0279 ***********************************************************************
 FP0279  DESIGNATION -  BERT
 FP0279  PID         -  FP0279
 FP0279  STATE/COUNTY-  AZ/APACHE
 FP0279  USGS QUAD   -  PINTA (1972)
 FP0279
 FP0279                         *CURRENT SURVEY CONTROL
 FP0279  ___________________________________________________________________
 FP0279* NAD 83(1992)-  35 04 52.94020(N)    109 43 09.62664(W)     ADJUSTED  
 FP0279* NAVD 88     -      1709.991  (meters)    5610.20   (feet)  ADJUSTED  
 FP0279  ___________________________________________________________________
 FP0279  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FP0279  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FP0279  DYNAMIC HT  -        1707.614 (meters)    5602.40  (feet)  COMP
 FP0279  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 FP0279
 FP0279  HORZ ORDER  -  SECOND
 FP0279  VERT ORDER  -  FIRST     CLASS II
 FP0279
 FP0279.The horizontal coordinates were established by classical geodetic methods
 FP0279.and adjusted by the National Geodetic Survey in August 1993.
 FP0279
 FP0279.The orthometric height was determined by differential leveling
 FP0279.and adjusted in June 1991.
 FP0279.WARNING-Repeat measurements at this control monument indicate possible
 FP0279.vertical movement.
 FP0279
 FP0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0279
 FP0279.The geoid height was determined by GEOID03.
 FP0279
 FP0279.The dynamic height is computed by dividing the NAVD 88
 FP0279.geopotential number by the normal gravity value computed on the
 FP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0279.degrees latitude (g = 980.6199 gals.).
 FP0279
 FP0279.The modeled gravity was interpolated from observed gravity values.
 FP0279
 FP0279;                    North         East     Units Scale Factor Converg.
 FP0279;SPC AZ E     -   452,692.381   254,151.161   MT  0.99992050   +0 15 25.6
 FP0279;SPC AZ E     - 1,485,211.22    833,829.27   iFT  0.99992050   +0 15 25.6
 FP0279;UTM  12      - 3,882,816.983   616,749.797   MT  0.99976799   +0 44 10.1
 FP0279
 FP0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0279!SPC AZ E     -   0.99973536  x   0.99992050  =   0.99965589
 FP0279!UTM  12      -   0.99973536  x   0.99976799  =   0.99950342
 FP0279
 FP0279|---------------------------------------------------------------------|
 FP0279| PID    Reference Object                     Distance      Geod. Az  |
 FP0279|                                                           dddmmss.s |
 FP0279| FP0280 BERT RM 1                             8.730 METERS 06223     |
 FP0279| FP0284 AA 1                                APPROX. 4.6 KM 0703220.6 |
 FP0279| FP0278 BERT RM 2                             8.303 METERS 15411     |
 FP0279|---------------------------------------------------------------------|
 FP0279
 FP0279                          SUPERSEDED SURVEY CONTROL
 FP0279
 FP0279  NAD 83(1986)-  35 04 52.93417(N)    109 43 09.62822(W) AD(       ) 2
 FP0279  NAD 27      -  35 04 52.84850(N)    109 43 07.21320(W) AD(       ) 2
 FP0279  NGVD 29 (??/??/92) 1709.028  (m)         5607.04   (f) ADJ UNCH    1 2
 FP0279
 FP0279.Superseded values are not recommended for survey control.
 FP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0279.See file dsdata.txt to determine how the superseded data were derived.
 FP0279
 FP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1675082817(NAD 83)
 FP0279_MARKER: DE = TRAVERSE STATION DISK
 FP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0279_MARK LOGO: CGS   
 FP0279_PROJECTION: FLUSH
 FP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0279+STABILITY: SURFACE MOTION
 FP0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0279+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0279
 FP0279  HISTORY     - Date     Condition        Report By
 FP0279  HISTORY     - 1959     MONUMENTED       CGS
 FP0279  HISTORY     - 1959     GOOD             NGS
 FP0279  HISTORY     - 1972     GOOD             USGS
 FP0279  HISTORY     - 1983     GOOD             NGS
 FP0279  HISTORY     - 20040803 GOOD             EVANS
 FP0279
 FP0279                          STATION DESCRIPTION
 FP0279
 FP0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0279'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 66,
 FP0279'ABOUT 7 MILES EAST OF THE NAVAJO-APACHE COUNTY LINE.
 FP0279'
 FP0279'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, FOLLOW
 FP0279'U.S. HIGHWAY 66 TOWARD GALLUP FOR 25.0 MILES TO THE PETRIFIED
 FP0279'FOREST-PAINTED DESERT ROAD JUNCTION, CONTINUE EASTWARD ON HIGHWAY
 FP0279'66 FOR 5.4 MILES TO THE TOP OF A SMALL RISE AND THE STATION ON THE
 FP0279'LEFT.
 FP0279'
 FP0279'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BERT 1959,
 FP0279'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 FP0279'59 FEET NORTH OF THE EDGE OF THE HIGHWAY CUT, 5.5 FEET SOUTH OF THE
 FP0279'RIGHT-OF-WAY FENCE AND 2 FEET EAST OF A WITNESS POST.
 FP0279'
 FP0279'R.M. 1 IS A STANDARD DISK STAMPED BERT NO 1 1959, SET IN A SQUARE
 FP0279'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 30 FEET EAST
 FP0279'OF THE WITNESS POST AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FP0279'
 FP0279'R.M. 2 IS A STANDARD DISK STAMPED BERT NO 2 1959, SET IN A SQUARE
 FP0279'CONCRETE MONUMENT THAT PROJECTS 2 INCHES, IS 31 FEET NORTH OF THE
 FP0279'HIGHWAY CUT AND 27 FEET SOUTH OF THE WITNESS POST.
 FP0279'
 FP0279'TRIANGULATION STATION AA1 CAN BE USED AS AN AZIMUTH MARK.  SEE
 FP0279'DESCRIPTION THEREOF.
 FP0279
 FP0279                          STATION RECOVERY (1959)
 FP0279
 FP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FP0279'30.4 MI E FROM HOLBROOK.
 FP0279'FROM THE POST OFFICE IN HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY
 FP0279'66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION,
 FP0279'CONTINUE EAST ON U.S. HGIHWAY 66 FOR 5.4 MILES TO THE STATION ON THE
 FP0279'LEFT, NORTH RIGHT-OF-WAY, 59 FEET NORTH OF THE EDGE OF THE HIGHWAY
 FP0279'CUT, 5.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET EAST OF THE
 FP0279'WITNESS POST.  A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FP0279
 FP0279                          STATION RECOVERY (1972)
 FP0279
 FP0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ACS)
 FP0279'FROM THE PETRIFIED FOREST N.P. INTERCHANGE CONTINUE E. ALONG
 FP0279'I-40 HIGHWAY 4.0 MI BM IS 60 FT. N. OF THE CENTER LINE OF W.
 FP0279'BOUND TRAFFIC AND 5.5 FT S. OF R/W FENCE, AT TOP OF HIGHWAY CUT.
 FP0279'A STANDARD TABLET STAMPED BERT 1959 SET IN TOP OF CONCRETE POST
 FP0279'PROJECTING 3 INCHES.
 FP0279
 FP0279                          STATION RECOVERY (1983)
 FP0279
 FP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0279'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.0 KM (18.0
 FP0279'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0279'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0279'NORTHEAST OF MILEPOST 315, 29.5 METERS (96.8 FT) NORTHWEST OF THE
 FP0279'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 8.7 METERS
 FP0279'(28.5 FT) SOUTHWEST OF REFERENCE MARK 1 AND 1.7 METERS (5.6 FT)
 FP0279'SOUTHEAST OF A FENCE.
 FP0279'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FP0279'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 FP0279
 FP0279                          STATION RECOVERY (2004)
 FP0279
 FP0279'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1603 ***********************************************************************
 DU1603  DESIGNATION -  BERT 2
 DU1603  PID         -  DU1603
 DU1603  STATE/COUNTY-  AZ/MARICOPA
 DU1603  USGS QUAD   -  BUCKHORN (1982)
 DU1603
 DU1603                         *CURRENT SURVEY CONTROL
 DU1603  ___________________________________________________________________
 DU1603* NAD 83(2007)-  33 23 11.50298(N)    111 39 00.24182(W)     ADJUSTED  
 DU1603* NAVD 88     -       437.445  (meters)    1435.18   (feet)  ADJUSTED  
 DU1603  ___________________________________________________________________
 DU1603  EPOCH DATE  -        2007.00
 DU1603  X           -  -1,966,930.190 (meters)                     COMP
 DU1603  Y           -  -4,955,243.273 (meters)                     COMP
 DU1603  Z           -   3,490,057.043 (meters)                     COMP
 DU1603  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DU1603  ELLIP HEIGHT-         407.785 (meters)          (02/10/07) ADJUSTED
 DU1603  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1603  DYNAMIC HT  -         436.920 (meters)    1433.46  (feet)  COMP
 DU1603
 DU1603  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1603  Type    PID    Designation                      North   East  Ellip
 DU1603  -------------------------------------------------------------------
 DU1603  NETWORK DU1603 BERT 2                            1.98   1.71   8.68
 DU1603  -------------------------------------------------------------------
 DU1603  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DU1603
 DU1603  VERT ORDER  -  FIRST     CLASS I
 DU1603
 DU1603.The horizontal coordinates were established by GPS observations
 DU1603.and adjusted by the National Geodetic Survey in February 2007.
 DU1603
 DU1603.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1603.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1603.The horizontal coordinates are valid at the epoch date displayed above.
 DU1603.The epoch date for horizontal control is a decimal equivalence
 DU1603.of Year/Month/Day.
 DU1603
 DU1603.The orthometric height was determined by differential leveling
 DU1603.and adjusted in November 1993.
 DU1603
 DU1603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1603
 DU1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1603
 DU1603.The ellipsoidal height was determined by GPS observations
 DU1603.and is referenced to NAD 83.
 DU1603
 DU1603.The geoid height was determined by GEOID03.
 DU1603
 DU1603.The dynamic height is computed by dividing the NAVD 88
 DU1603.geopotential number by the normal gravity value computed on the
 DU1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1603.degrees latitude (g = 980.6199 gals.).
 DU1603
 DU1603.The modeled gravity was interpolated from observed gravity values.
 DU1603
 DU1603;                    North         East     Units Scale Factor Converg.
 DU1603;SPC AZ C     -   264,648.086   238,162.931   MT  0.99990758   +0 08 48.1
 DU1603;SPC AZ C     -   868,268.00    781,374.45   iFT  0.99990758   +0 08 48.1
 DU1603;UTM  12      - 3,694,327.620   439,539.089   MT  0.99964507   -0 21 27.8
 DU1603
 DU1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1603!SPC AZ C     -   0.99993598  x   0.99990758  =   0.99984357
 DU1603!UTM  12      -   0.99993598  x   0.99964507  =   0.99958108
 DU1603
 DU1603|---------------------------------------------------------------------|
 DU1603| PID    Reference Object                     Distance      Geod. Az  |
 DU1603|                                                           dddmmss.s |
 DU1603| DU1604 BERT 2 RM 1                          12.763 METERS 09012     |
 DU1603| DU1587 BERT 2 RM 2                           6.393 METERS 27006     |
 DU1603| DU2109 DOUBLE 2                            APPROX. 3.3 KM 3541844.9 |
 DU1603|---------------------------------------------------------------------|
 DU1603
 DU1603                          SUPERSEDED SURVEY CONTROL
 DU1603
 DU1603  ELLIP H (06/11/02)  407.835  (m)                       GP(       ) 4 2
 DU1603  NAD 83(1992)-  33 23 11.50111(N)    111 39 00.24118(W) AD(       ) 2
 DU1603  ELLIP H (08/23/93)  407.893  (m)                       GP(       ) 4 2
 DU1603  NAD 83(1986)-  33 23 11.49593(N)    111 39 00.24497(W) AD(       ) 2
 DU1603  NAD 27      -  33 23 11.32286(N)    111 38 57.76027(W) AD(       ) 2
 DU1603  NGVD 29 (09/11/89)  436.34   (m)         1431.6    (f) LEVELING    3  
 DU1603
 DU1603.Superseded values are not recommended for survey control.
 DU1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1603.See file dsdata.txt to determine how the superseded data were derived.
 DU1603
 DU1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3953994328(NAD 83)
 DU1603_MARKER: DE = TRAVERSE STATION DISK
 DU1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1603_SP_SET: CONCRETE POST
 DU1603_STAMPING: BERT 2 P AND M
 DU1603_MARK LOGO: NONE  
 DU1603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1603+STABILITY: SURFACE MOTION
 DU1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1603+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1603
 DU1603  HISTORY     - Date     Condition        Report By
 DU1603  HISTORY     - 1974     MONUMENTED       AZDT
 DU1603  HISTORY     - 1984     GOOD             AZDT
 DU1603  HISTORY     - 1986     GOOD             AZDT
 DU1603  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1603  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1603
 DU1603                          STATION DESCRIPTION
 DU1603
 DU1603'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1603'THE STATION IS LOCATED ABOUT 11 MILES EAST SOUTHEAST OF MESA
 DU1603'AND 6 MILES WEST SOUTHWEST OF APACHE JCT.  THE STATION IS ON
 DU1603'THE NORTH SIDE OF A LARGE DRAINAGE DITCH AND ON THE EAST SIDE
 DU1603'OF HAWES RD.
 DU1603'
 DU1603'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED BERT 2
 DU1603'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT SET
 DU1603'FLUSH WITH THE GROUND.  THE STATION IS 150 FEET NORTH OF A
 DU1603'LARGE DRAINAGE DITCH AND ON EAST SIDE OF HAWES RD. MARKED WITH
 DU1603'A WITNESS POST.  STATION IS ON APPROXIMATELY CENTERLINE OF
 DU1603'PROPOSED SUPERSTITION FRWY.
 DU1603'
 DU1603'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED BERT
 DU1603'2 RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1603'PROJECTING 0.3 FEET.
 DU1603'
 DU1603'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED BERT
 DU1603'2 RM 2 1974 AND IS SET IN A 8 INCH SQUARE CONCRETE MONUMENT
 DU1603'FLUSH WITH THE GROUND, 4 FEET NORTHWEST OF A WITNESS POST.
 DU1603'
 DU1603'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1603'STATE ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5
 DU1603'MILES TO BASELINE RD., TURN LEFT (EAST) ON BASELINE RD. FOR 11
 DU1603'MILES TO HAWES RD. (ALSO 84TH ST.) AND GO NORTH ON HAWES
 DU1603'RD. FOR 0.5 MILES CROSSING OVER LARGE DITCH TO STATION ON EAST
 DU1603'SIDE OF ROAD.
 DU1603'
 DU1603'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1603
 DU1603                          STATION RECOVERY (1984)
 DU1603
 DU1603'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1603'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1603'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1603'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 3.14 KM.  (1.95MI.)
 DU1603'TO THE MARK, 6.4 METERS (21.0 FT.) EAST OF P AND M BERT, 13.71 METERS
 DU1603'(45 FT.) EAST OF THE CENTERLINE OF A TRACK ROAD, 84TH ST. AN AHD
 DU1603'ALUMINUM CAP, SET IN A 12 INCH CYLINDRICAL POST, FLUSH.  RM-1 IS ALSO
 DU1603'A BENCH MARK, 41 FEET EAST.
 DU1603
 DU1603                          STATION RECOVERY (1986)
 DU1603
 DU1603'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1603'THE STATION WAS RECOVERED AT THIS DATE.
 DU1603'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1603'DESCRIPTION WAS ADEQUATE.
 DU1603
 DU1603                          STATION RECOVERY (2006)
 DU1603
 DU1603'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1603'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU1603'ADJUSTED COORDINATES POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED
 DU1603'SUPERSTITION FREEWAY AT THE NEWLY DEVELOPED SANTAN FREEWAY
 DU1603'INTERSECTION/OVERPASS. THERE IS NO LONGER A TRACK ROAD IN THE AREA.
 DU1603
 DU1603                          STATION RECOVERY (2008)
 DU1603
 DU1603'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1603'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1603'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0862 ***********************************************************************
 DU0862  DESIGNATION -  BERT 2
 DU0862  PID         -  DU0862
 DU0862  STATE/COUNTY-  AZ/MARICOPA
 DU0862  USGS QUAD   -  TEMPE (1982)
 DU0862
 DU0862                         *CURRENT SURVEY CONTROL
 DU0862  ___________________________________________________________________
 DU0862* NAD 83(1992)-  33 27 33.44290(N)    111 59 13.09199(W)     NO CHECK  
 DU0862* NAVD 88     -       355.954  (meters)    1167.83   (feet)  ADJUSTED  
 DU0862  ___________________________________________________________________
 DU0862  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DU0862  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0862  DYNAMIC HT  -         355.543 (meters)    1166.48  (feet)  COMP
 DU0862  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0862
 DU0862  HORZ ORDER  -  SECOND
 DU0862  VERT ORDER  -  SECOND    CLASS I
 DU0862
 DU0862.The horizontal coordinates were established by classical geodetic methods
 DU0862.and adjusted by the National Geodetic Survey in August 1993.
 DU0862.No horizontal observational check was made to the station.
 DU0862
 DU0862.The orthometric height was determined by differential leveling
 DU0862.and adjusted in November 1993.
 DU0862
 DU0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0862
 DU0862.The geoid height was determined by GEOID03.
 DU0862
 DU0862.The dynamic height is computed by dividing the NAVD 88
 DU0862.geopotential number by the normal gravity value computed on the
 DU0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0862.degrees latitude (g = 980.6199 gals.).
 DU0862
 DU0862.The modeled gravity was interpolated from observed gravity values.
 DU0862
 DU0862;                    North         East     Units Scale Factor Converg.
 DU0862;SPC AZ C     -   272,687.814   206,824.832   MT  0.99990053   -0 02 19.5
 DU0862;SPC AZ C     -   894,645.06    678,559.16   iFT  0.99990053   -0 02 19.5
 DU0862;UTM  12      - 3,702,641.299   408,280.240   MT  0.99970371   -0 32 39.1
 DU0862
 DU0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0862!SPC AZ C     -   0.99994879  x   0.99990053  =   0.99984932
 DU0862!UTM  12      -   0.99994879  x   0.99970371  =   0.99965251
 DU0862
 DU0862                          SUPERSEDED SURVEY CONTROL
 DU0862
 DU0862  NAD 83(1986)-  33 27 33.43730(N)    111 59 13.09719(W) AD(       ) 2
 DU0862  NAD 27      -  33 27 33.27875(N)    111 59 10.57030(W) AD(       ) 2
 DU0862  NGVD 29 (07/19/86)  355.31   (m)         1165.7    (f) LEVELING    3  
 DU0862
 DU0862.Superseded values are not recommended for survey control.
 DU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0862.See file dsdata.txt to determine how the superseded data were derived.
 DU0862
 DU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0828002641(NAD 83)
 DU0862_MARKER: DE = TRAVERSE STATION DISK
 DU0862_SETTING: 0 = UNSPECIFIED SETTING
 DU0862_STAMPING: BERT 2 1966
 DU0862_MARK LOGO: CGS   
 DU0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0862
 DU0862  HISTORY     - Date     Condition        Report By
 DU0862  HISTORY     - 1966     MONUMENTED       CGS
 DU0862  HISTORY     - 1971     GOOD             IDDT
 DU0862  HISTORY     - 1975     GOOD             AZDT
 DU0862  HISTORY     - 1979     GOOD             AZDT
 DU0862
 DU0862                          STATION DESCRIPTION
 DU0862
 DU0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DU0862'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF
 DU0862'PHOENIX AND ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF EAST
 DU0862'MC DOWELL ROAD AND NORTH 44TH STREET ON THE EAST RIGHT-OF-WAY
 DU0862'OF NORTH 44TH STREET.
 DU0862'
 DU0862'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0862'ROAD AND NORTH 44TH STREET, GO SOUTH ON NORTH 44TH STREET FOR
 DU0862'0.45 MILE TO THE STATION.
 DU0862'
 DU0862'STATION IS A STANDARD DISK WHICH IS SET IN THE TOP OF A
 DU0862'CONCRETE MONUMENT.  IT IS 13 FEET NORTH OF THE 3RD PALM TREE
 DU0862'AND 1/2 FOOT EAST OF THE SIDEWALK.
 DU0862'
 DU0862'NOTE.  DISK WILL BE REMOVED FROM IN THE NEAR
 DU0862'FUTURE.
 DU0862
 DU0862                          STATION RECOVERY (1971)
 DU0862
 DU0862'RECOVERY NOTE BY ID DEPT OF TRANSP 1971
 DU0862'IN PHOENIX.
 DU0862'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0862'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 47 FEET EAST OF THE
 DU0862'CENTER LINE OF NORTH 44TH STREET, 14 FEET NORTH-NORTHWEST OF THE OF
 DU0862'THE MIDDLE PALM TREE OF A ROW OF 5 PALM TREES, 3 FEET WEST OF
 DU0862'TRIANGULATION STATION BERT 3 AND 7 FEET NORTH OF METAL WITNESS POST.
 DU0862
 DU0862                          STATION RECOVERY (1975)
 DU0862
 DU0862'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU0862'FROM THE INTERSECTION OF ELLSWORTH AND BASELINE ROADS, NORTH ON
 DU0862'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A DRAIN
 DU0862'DITCH.  LEFT, AND FOLLOW THE TRACK ROAD FOR 1.0 MILES.  THENCE NORTH
 DU0862'215 FT. AND TO THE STATION.  21 FT. EAST OF P AND M BERT.  45 FT. EAST
 DU0862'OF THE CENTERLINE OF A TRACK ROAD, 84TH ST.  ALONG THE SUPERSTITION
 DU0862'FREEWAY BETWEEN POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU0862'SET IN A 12 IN. CYLINDRICAL POST, FLUSH.
 DU0862
 DU0862                          STATION RECOVERY (1979)
 DU0862
 DU0862'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0862'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DU0862'FROM 20TH STREET AND MCDOWELL ROAD TRAVEL EAST ALONG MCDOWELL FOR 3.0
 DU0862'MI (4.83 KM) TO 44TH STREET, THENCE SOUTH ALONG 44TH STREET FOR 0.5 MI
 DU0862'(0.80 KM) TO THE MARK, 49.3 FT (15.03 METERS) EAST OF THE CENTERLINE
 DU0862'OF 44TH STREET, 45.9 FT (13.99 METERS) SOUTH OF METAL STREET LIGHT
 DU0862'POLE, 3.1 FT (0.94 METERS) WEST OF BERT 3, A STANDARD CGS BRASS CAP IN
 DU0862'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1604 ***********************************************************************
 DU1604  DESIGNATION -  BERT 2 RM 1
 DU1604  PID         -  DU1604
 DU1604  STATE/COUNTY-  AZ/MARICOPA
 DU1604  USGS QUAD   -  BUCKHORN (1982)
 DU1604
 DU1604                         *CURRENT SURVEY CONTROL
 DU1604  ___________________________________________________________________
 DU1604* NAD 83(1986)-  33 23 12.     (N)    111 38 58.     (W)     SCALED    
 DU1604* NAVD 88     -       437.676  (meters)    1435.94   (feet)  ADJUSTED  
 DU1604  ___________________________________________________________________
 DU1604  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1604  DYNAMIC HT  -         437.151 (meters)    1434.22  (feet)  COMP
 DU1604  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DU1604
 DU1604  VERT ORDER  -  FIRST     CLASS I
 DU1604
 DU1604.The horizontal coordinates were scaled from a topographic map and have
 DU1604.an estimated accuracy of +/- 6 seconds.
 DU1604
 DU1604.The orthometric height was determined by differential leveling
 DU1604.and adjusted in November 1993.
 DU1604
 DU1604.The geoid height was determined by GEOID03.
 DU1604
 DU1604.The dynamic height is computed by dividing the NAVD 88
 DU1604.geopotential number by the normal gravity value computed on the
 DU1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1604.degrees latitude (g = 980.6199 gals.).
 DU1604
 DU1604.The modeled gravity was interpolated from observed gravity values.
 DU1604
 DU1604;                    North         East    Units  Estimated Accuracy
 DU1604;SPC AZ C     -   264,660.      238,220.      MT  (+/- 180 meters Scaled)
 DU1604
 DU1604                          SUPERSEDED SURVEY CONTROL
 DU1604
 DU1604.No superseded survey control is available for this station.
 DU1604
 DU1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB395943(NAD 83)
 DU1604
 DU1604  HISTORY     - Date     Condition        Report By
 DU1604  HISTORY     - 1974     MONUMENTED       AZDT
 DU1604  HISTORY     - 1984     GOOD             AZDT
 DU1604  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1604
 DU1604                          STATION DESCRIPTION
 DU1604
 DU1604'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1604'RECOVERED IN GOOD CONDITION.
 DU1604
 DU1604                          STATION RECOVERY (2006)
 DU1604
 DU1604'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1604'DID NOT FIND REFERENCE MARK 1. THE ADJUSTED COORDINATES FOR THE
 DU1604'STATION POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED SUPERSTITION
 DU1604'FREEWAY AT THE NEWLY DEVELOPED SANTAN FREEWAY INTERSECTION/OVERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1414 ***********************************************************************
 DU1414  DESIGNATION -  BERT 2 RM 1
 DU1414  PID         -  DU1414
 DU1414  STATE/COUNTY-  AZ/MARICOPA
 DU1414  USGS QUAD   -  TEMPE (1982)
 DU1414
 DU1414                         *CURRENT SURVEY CONTROL
 DU1414  ___________________________________________________________________
 DU1414* NAD 83(1986)-  33 27 33.     (N)    111 59 14.     (W)     SCALED    
 DU1414* NAVD 88     -       356.053  (meters)    1168.15   (feet)  ADJUSTED  
 DU1414  ___________________________________________________________________
 DU1414  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1414  DYNAMIC HT  -         355.642 (meters)    1166.80  (feet)  COMP
 DU1414  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU1414
 DU1414  VERT ORDER  -  SECOND    CLASS I
 DU1414
 DU1414.The horizontal coordinates were scaled from a topographic map and have
 DU1414.an estimated accuracy of +/- 6 seconds.
 DU1414
 DU1414.The orthometric height was determined by differential leveling
 DU1414.and adjusted in November 1993.
 DU1414
 DU1414.The geoid height was determined by GEOID03.
 DU1414
 DU1414.The dynamic height is computed by dividing the NAVD 88
 DU1414.geopotential number by the normal gravity value computed on the
 DU1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1414.degrees latitude (g = 980.6199 gals.).
 DU1414
 DU1414.The modeled gravity was interpolated from observed gravity values.
 DU1414
 DU1414;                    North         East    Units  Estimated Accuracy
 DU1414;SPC AZ C     -   272,670.      206,800.      MT  (+/- 180 meters Scaled)
 DU1414
 DU1414                          SUPERSEDED SURVEY CONTROL
 DU1414
 DU1414.No superseded survey control is available for this station.
 DU1414
 DU1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082026(NAD 83)
 DU1414_MARKER: DD = SURVEY DISK
 DU1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1414_STAMPING: BERT 2 RM 1
 DU1414_MARK LOGO: CGS   
 DU1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1414+STABILITY: SURFACE MOTION
 DU1414
 DU1414  HISTORY     - Date     Condition        Report By
 DU1414  HISTORY     - 1966     MONUMENTED       CGS
 DU1414  HISTORY     - 1975     GOOD             AZDT
 DU1414  HISTORY     - 1979     GOOD             AZDT
 DU1414
 DU1414                          STATION DESCRIPTION
 DU1414
 DU1414'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1414'5.3 MI SE FROM BUCKHORN.
 DU1414'FROM THE INTERSECTION OF ELLSWORTH AND BASELINE ROADS, NORTH ON
 DU1414'ELLSWORTH FOR 0.5 MILES TO A TRACK ROAD ON THE SOUTH SIDE OF A DRAIN
 DU1414'DITCH.  LEFT, AND FOLLOW THE TRACK ROAD FOR 1.0 MILES.  NORTH 215 FT.
 DU1414'AND TO THE STATION.  63 FT. EAST OF P AND M BERT.  88 FT. EAST OF THE
 DU1414'CENTERLINE OF A TRACK ROAD, 84TH ST.  SUPERSTITION FREEWAY BETWEEN
 DU1414'POWER ROAD AND APACHE JUNCTION.  AN AHD ALUMINUM CAP SET IN A
 DU1414'CYLINDRICAL 12 IN. CONCRETE POST, UP 0.1 FT.
 DU1414
 DU1414                          STATION RECOVERY (1979)
 DU1414
 DU1414'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0859 ***********************************************************************
 DU0859  DESIGNATION -  BERT 3
 DU0859  PID         -  DU0859
 DU0859  STATE/COUNTY-  AZ/MARICOPA
 DU0859  USGS QUAD   -  TEMPE (1982)
 DU0859
 DU0859                         *CURRENT SURVEY CONTROL
 DU0859  ___________________________________________________________________
 DU0859* NAD 83(1992)-  33 27 33.44253(N)    111 59 13.05552(W)     NO CHECK  
 DU0859* NAVD 88     -       355.990  (meters)    1167.94   (feet)  ADJUSTED  
 DU0859  ___________________________________________________________________
 DU0859  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DU0859  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0859  DYNAMIC HT  -         355.579 (meters)    1166.60  (feet)  COMP
 DU0859  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0859
 DU0859  HORZ ORDER  -  SECOND
 DU0859  VERT ORDER  -  SECOND    CLASS I
 DU0859
 DU0859.The horizontal coordinates were established by classical geodetic methods
 DU0859.and adjusted by the National Geodetic Survey in August 1993.
 DU0859.No horizontal observational check was made to the station.
 DU0859
 DU0859.The orthometric height was determined by differential leveling
 DU0859.and adjusted in November 1993.
 DU0859
 DU0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0859
 DU0859.The geoid height was determined by GEOID03.
 DU0859
 DU0859.The dynamic height is computed by dividing the NAVD 88
 DU0859.geopotential number by the normal gravity value computed on the
 DU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0859.degrees latitude (g = 980.6199 gals.).
 DU0859
 DU0859.The modeled gravity was interpolated from observed gravity values.
 DU0859
 DU0859;                    North         East     Units Scale Factor Converg.
 DU0859;SPC AZ C     -   272,687.802   206,825.774   MT  0.99990053   -0 02 19.5
 DU0859;SPC AZ C     -   894,645.02    678,562.25   iFT  0.99990053   -0 02 19.5
 DU0859;UTM  12      - 3,702,641.278   408,281.181   MT  0.99970371   -0 32 39.1
 DU0859
 DU0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0859!SPC AZ C     -   0.99994878  x   0.99990053  =   0.99984932
 DU0859!UTM  12      -   0.99994878  x   0.99970371  =   0.99965251
 DU0859
 DU0859|---------------------------------------------------------------------|
 DU0859| PID    Reference Object                     Distance      Geod. Az  |
 DU0859|                                                           dddmmss.s |
 DU0859| DU0860 BERT 3 RM 5                          18.472 METERS 00258     |
 DU0859| DU0864 NOLE                                383.492 METERS 09048     |
 DU0859| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.1 KM 1550021.4 |
 DU0859| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 1.4 KM 1562840.7 |
 DU0859| DU0861 BERT 3 RM 6                                        26349     |
 DU0859| DU0862 BERT 2                                0.942 METERS 27042     |
 DU0859| CH4360 BERT 2 RM 1                          18.400 METERS 35739     |
 DU0859|---------------------------------------------------------------------|
 DU0859
 DU0859                          SUPERSEDED SURVEY CONTROL
 DU0859
 DU0859  NAD 83(1986)-  33 27 33.43693(N)    111 59 13.06071(W) AD(       ) 2
 DU0859  NAD 27      -  33 27 33.27839(N)    111 59 10.53384(W) AD(       ) 2
 DU0859  NGVD 29 (??/??/??)  355.34   (m)         1165.8    (f) RESET       3  
 DU0859
 DU0859.Superseded values are not recommended for survey control.
 DU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0859.See file dsdata.txt to determine how the superseded data were derived.
 DU0859
 DU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0828102641(NAD 83)
 DU0859_MARKER: DS = TRIANGULATION STATION DISK
 DU0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0859_STAMPING: BERT 3 RESET 1967 BM
 DU0859_MARK LOGO: CGS   
 DU0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0859+STABILITY: SURFACE MOTION
 DU0859
 DU0859  HISTORY     - Date     Condition        Report By
 DU0859  HISTORY     - 1967     MONUMENTED       AZHD
 DU0859  HISTORY     - 1967     GOOD             CGS
 DU0859  HISTORY     - 1970     GOOD             AZDT
 DU0859  HISTORY     - 1971     GOOD             NGS
 DU0859  HISTORY     - 1979     GOOD             AZDT
 DU0859
 DU0859                          STATION DESCRIPTION
 DU0859
 DU0859'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DU0859'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF
 DU0859'PHOENIX AND ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF EAST
 DU0859'MC DOWELL ROAD AND NORTH 44TH STREET ON THE EAST RIGHT-OF-WAY
 DU0859'OF NORTH 44TH STREET.
 DU0859'
 DU0859'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0859'ROAD AND NORTH 44TH STREET, GO SOUTH ON NORTH 44TH STREET FOR
 DU0859'0.45 MILE TO THE STATION ON LEFT AS DESCRIBED.
 DU0859'
 DU0859'THE STATION MARK IS A STANDARD DISK STAMPED BERT 3 RESET
 DU0859'1967 BM AND IS SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT
 DU0859'FLUSH WITH THE GROUND.  IT IS 50.85 FEET EAST OF THE CENTER
 DU0859'LINE OF NORTH 44TH STREET, 13.2 FEET NORTH OF THE MIDDLE PALM
 DU0859'TREE IN A ROW OF FIVE AND IS 6.08 FEET NORTH-NORTHEAST OF A
 DU0859'METAL WITNESS POST.
 DU0859'
 DU0859'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0859'BERT 3 NO 5 1967 AND IS SET IN THE TOP OF A ROUND CONCRETE
 DU0859'MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED 54.29 FEET EAST
 DU0859'OF THE CENTER LINE OF NORTH 44TH STREET AND 11.70 FEET
 DU0859'NORTH-NORTHEAST OF THE SECOND PALM TREE FROM THE NORTH IN
 DU0859'A ROW OF FIVE.
 DU0859'
 DU0859'REFERENCE MARK 6 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0859'BERT 3 NO 6 1967 AND IS SET IN THE TOP OF A ROUND CONCRETE
 DU0859'MONUMENT FLUSH WITH THE GROUND.  IT IS 81.45 FEET WEST OF THE
 DU0859'CENTER LINE OF NORTH 44TH STREET, 24.35 FEET SOUTH OF THE
 DU0859'CENTER LINE OF A PRIVATE ROAD LEADING WEST OFF NORTH 44TH STREET
 DU0859'AND IS DIRECTLY ACROSS THE STREET FROM THE STATION MARK.
 DU0859'
 DU0859'NO AZIMUTH MARK WAS SET.
 DU0859
 DU0859                          STATION RECOVERY (1967)
 DU0859
 DU0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 DU0859'IN PHOENIX.
 DU0859'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0859'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 50.85 FEET EAST OF THE
 DU0859'CENTER LINE OF NORTH 44TH STREET, 13.2 FEET NORTH OF THE MIDDLE PALM
 DU0859'TREE OF A ROW OF FIVE TREES, 6 FEET NORTH-NORTHEAST OF A METAL WITNESS
 DU0859'POST, 60.61 FEET SOUTH OF BERT 3 RM 5, SET IN THE TOP OF A CONCRETE
 DU0859'POST FLUSH WITH THE GROUND.
 DU0859
 DU0859                          STATION RECOVERY (1970)
 DU0859
 DU0859'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0859'RECOVERED IN GOOD CONDITION.
 DU0859
 DU0859                          STATION RECOVERY (1971)
 DU0859
 DU0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0859'THE STATION MARK, REFERENCE MARKS 5 AND 6, BERT 2 1966 AND
 DU0859'BERT 2 REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DU0859'THE STATION WAS OCCUPIED AT THIS TIME AND A TRAVERSE WAS
 DU0859'MADE TO BERT 2 1966.
 DU0859'
 DU0859'THE STATION IS ALONG THE EAST SIDE OF 44TH STREET, 0.45 MILE
 DU0859'SOUTH OF EAST MC DOWELL ROAD.
 DU0859'
 DU0859'THE STATION MARK IS A STANDARD DISK STAMPED, BERT 3 BM RESET
 DU0859'1967.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 DU0859'IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET NORTH
 DU0859'OF THE 3RD 1 OF 5 PALM TREES AND 3-1/2 FEET EAST OF THE SIDEWALK.
 DU0859'
 DU0859'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, BERT 3 NO 5
 DU0859'1967.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT
 DU0859'FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET NORTH OF THE
 DU0859'4TH 1 OF 5 PALM TREES AND 7 FEET EAST OF THE SIDEWALK.
 DU0859'
 DU0859'REFERENCE MARK 6 IS A STANDARD DISK STAMPED, BERT 3 NO 6 1967.
 DU0859'IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 DU0859'ABOUT 4 INCHES.  IT IS 81 FEET WEST OF THE CENTER LINE OF 44TH
 DU0859'STREET AND 24 FEET SOUTH OF A PRIVATE DRIVEWAY.
 DU0859'
 DU0859'BERT 2 1966 REFERENCE MARK 1 IS A STANDARD DISK STAMPED,
 DU0859'BERT 2 NO 1 1966.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 DU0859'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET NORTH
 DU0859'OF THE 4TH PALM TREE AND 1/2 FOOT EAST OF THE SIDEWALK.
 DU0859'
 DU0859'BERT 2 1966 IS A STANDARD DISK WHICH IS SET IN THE TOP OF A
 DU0859'CONCRETE MONUMENT.  IT IS 13 FEET NORTH OF THE 3RD PALM TREE
 DU0859'AND 1/2 FOOT EAST OF THE SIDEWALK.
 DU0859'
 DU0859'NOTE.  THE DISK WILL BE REMOVED FROM BERT 2 1966 IN THE NEAR
 DU0859'FUTURE.
 DU0859'
 DU0859'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0859'
 DU0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX
 DU0859
 DU0859                          STATION RECOVERY (1979)
 DU0859
 DU0859'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0860 ***********************************************************************
 DU0860  DESIGNATION -  BERT 3 RM 5
 DU0860  PID         -  DU0860
 DU0860  STATE/COUNTY-  AZ/MARICOPA
 DU0860  USGS QUAD   -  TEMPE (1982)
 DU0860
 DU0860                         *CURRENT SURVEY CONTROL
 DU0860  ___________________________________________________________________
 DU0860* NAD 83(1986)-  33 27 33.     (N)    111 59 14.     (W)     SCALED    
 DU0860* NAVD 88     -       356.049  (meters)    1168.14   (feet)  ADJUSTED  
 DU0860  ___________________________________________________________________
 DU0860  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0860  DYNAMIC HT  -         355.638 (meters)    1166.79  (feet)  COMP
 DU0860  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0860
 DU0860  VERT ORDER  -  SECOND    CLASS I
 DU0860
 DU0860.The horizontal coordinates were scaled from a topographic map and have
 DU0860.an estimated accuracy of +/- 6 seconds.
 DU0860
 DU0860.The orthometric height was determined by differential leveling
 DU0860.and adjusted in November 1993.
 DU0860
 DU0860.The geoid height was determined by GEOID03.
 DU0860
 DU0860.The dynamic height is computed by dividing the NAVD 88
 DU0860.geopotential number by the normal gravity value computed on the
 DU0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0860.degrees latitude (g = 980.6199 gals.).
 DU0860
 DU0860.The modeled gravity was interpolated from observed gravity values.
 DU0860
 DU0860;                    North         East    Units  Estimated Accuracy
 DU0860;SPC AZ C     -   272,670.      206,800.      MT  (+/- 180 meters Scaled)
 DU0860
 DU0860                          SUPERSEDED SURVEY CONTROL
 DU0860
 DU0860  NGVD 29 (??/??/??)  355.40   (m)         1166.0    (f) RESET       3  
 DU0860
 DU0860.Superseded values are not recommended for survey control.
 DU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0860.See file dsdata.txt to determine how the superseded data were derived.
 DU0860
 DU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082026(NAD 83)
 DU0860_MARKER: DR = REFERENCE MARK DISK
 DU0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0860_STAMPING: BERT 3 NO 5 1967
 DU0860_MARK LOGO: CGS   
 DU0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0860+STABILITY: SURFACE MOTION
 DU0860
 DU0860  HISTORY     - Date     Condition        Report By
 DU0860  HISTORY     - 1967     MONUMENTED       CGS
 DU0860  HISTORY     - 1970     GOOD             AZDT
 DU0860  HISTORY     - 1979     GOOD             AZDT
 DU0860
 DU0860                          STATION DESCRIPTION
 DU0860
 DU0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0860'IN PHOENIX.
 DU0860'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0860'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 54.29 FEET EAST OF THE
 DU0860'CENTER LINE OF NORTH 44TH STREET, 11.7 FEET NORTH-NORTHEAST OF THE
 DU0860'SECOND PALM TREE FROM THE NORTH IN A ROW OF FIVE TREES, SET IN THE TOP
 DU0860'OF A CONCRETE POST FLUSH WITH THE GROUND, 60.61 FEET NORTH OF THE
 DU0860'STATION.
 DU0860
 DU0860                          STATION RECOVERY (1970)
 DU0860
 DU0860'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0860'RECOVERED IN GOOD CONDITION.
 DU0860
 DU0860                          STATION RECOVERY (1979)
 DU0860
 DU0860'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0861 ***********************************************************************
 DU0861  DESIGNATION -  BERT 3 RM 6
 DU0861  PID         -  DU0861
 DU0861  STATE/COUNTY-  AZ/MARICOPA
 DU0861  USGS QUAD   -  TEMPE (1982)
 DU0861
 DU0861                         *CURRENT SURVEY CONTROL
 DU0861  ___________________________________________________________________
 DU0861* NAD 83(1986)-  33 27 33.     (N)    111 59 14.     (W)     SCALED    
 DU0861* NAVD 88     -       355.759  (meters)    1167.19   (feet)  ADJUSTED  
 DU0861  ___________________________________________________________________
 DU0861  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0861  DYNAMIC HT  -         355.348 (meters)    1165.84  (feet)  COMP
 DU0861  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU0861
 DU0861  VERT ORDER  -  SECOND    CLASS I
 DU0861
 DU0861.The horizontal coordinates were scaled from a topographic map and have
 DU0861.an estimated accuracy of +/- 6 seconds.
 DU0861
 DU0861.The orthometric height was determined by differential leveling
 DU0861.and adjusted in November 1993.
 DU0861
 DU0861.The geoid height was determined by GEOID03.
 DU0861
 DU0861.The dynamic height is computed by dividing the NAVD 88
 DU0861.geopotential number by the normal gravity value computed on the
 DU0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0861.degrees latitude (g = 980.6199 gals.).
 DU0861
 DU0861.The modeled gravity was interpolated from observed gravity values.
 DU0861
 DU0861;                    North         East    Units  Estimated Accuracy
 DU0861;SPC AZ C     -   272,670.      206,800.      MT  (+/- 180 meters Scaled)
 DU0861
 DU0861                          SUPERSEDED SURVEY CONTROL
 DU0861
 DU0861  NGVD 29 (??/??/??)  355.11   (m)         1165.1    (f) RESET       3  
 DU0861
 DU0861.Superseded values are not recommended for survey control.
 DU0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0861.See file dsdata.txt to determine how the superseded data were derived.
 DU0861
 DU0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082026(NAD 83)
 DU0861_MARKER: DR = REFERENCE MARK DISK
 DU0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0861_STAMPING: BERT 3 NO 6 1967
 DU0861_MARK LOGO: CGS   
 DU0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0861
 DU0861  HISTORY     - Date     Condition        Report By
 DU0861  HISTORY     - 1967     MONUMENTED       CGS
 DU0861  HISTORY     - 1970     GOOD             AZDT
 DU0861  HISTORY     - 1979     GOOD             AZDT
 DU0861
 DU0861                          STATION DESCRIPTION
 DU0861
 DU0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0861'IN PHOENIX.
 DU0861'AT PHOENIX, 0.45 MILE SOUTH ALONG NORTH 44TH STREET FROM THE
 DU0861'INTERSECTION OF EAST MC DOWELL ROAD AT PHOENIX, 81.45 FEET WEST OF THE
 DU0861'CENTER LINE OF NORTH 44TH STREET, 24.35 FEET SOUTH OF THE CENTER LINE
 DU0861'OF A PRIVATE ROAD LEADING WEST OFF OF NORTH 44TH STREET, AND DIRECTLY
 DU0861'ACROSS THE STREET FROM THE STATION.
 DU0861
 DU0861                          STATION RECOVERY (1970)
 DU0861
 DU0861'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0861'RECOVERED IN GOOD CONDITION.
 DU0861
 DU0861                          STATION RECOVERY (1979)
 DU0861
 DU0861'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0858 ***********************************************************************
 DU0858  DESIGNATION -  BERT AZ MK
 DU0858  PID         -  DU0858
 DU0858  STATE/COUNTY-  AZ/MARICOPA
 DU0858  USGS QUAD   -  TEMPE (1982)
 DU0858
 DU0858                         *CURRENT SURVEY CONTROL
 DU0858  ___________________________________________________________________
 DU0858* NAD 83(1986)-  33 27 56.     (N)    111 59 13.     (W)     SCALED    
 DU0858* NAVD 88     -       359.08   (+/-2cm)    1178.1    (feet)  VERTCON   
 DU0858  ___________________________________________________________________
 DU0858  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0858
 DU0858.The horizontal coordinates were scaled from a topographic map and have
 DU0858.an estimated accuracy of +/- 6 seconds.
 DU0858
 DU0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0858.The vertical order pertains to the NGVD 29 superseded value.
 DU0858
 DU0858.The geoid height was determined by GEOID03.
 DU0858
 DU0858;                    North         East    Units  Estimated Accuracy
 DU0858;SPC AZ C     -   273,380.      206,830.      MT  (+/- 180 meters Scaled)
 DU0858
 DU0858                          SUPERSEDED SURVEY CONTROL
 DU0858
 DU0858  NGVD 29 (??/??/92)  358.438  (m)         1175.98   (f) ADJ UNCH    2 0
 DU0858
 DU0858.Superseded values are not recommended for survey control.
 DU0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0858.See file dsdata.txt to determine how the superseded data were derived.
 DU0858
 DU0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082033(NAD 83)
 DU0858_MARKER: DZ = AZIMUTH MARK DISK
 DU0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0858_STAMPING: BERT 1963
 DU0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0858+STABILITY: SURFACE MOTION
 DU0858
 DU0858  HISTORY     - Date     Condition        Report By
 DU0858  HISTORY     - 1963     MONUMENTED       CGS
 DU0858  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0858  HISTORY     - 20080516 MARK NOT FOUND   GEOCAC
 DU0858
 DU0858                          STATION DESCRIPTION
 DU0858
 DU0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0858'IN PHOENIX.
 DU0858'AT THE INTERSECTION OF EAST MCDOWELL ROAD AND NORTH 44TH STREET, IN
 DU0858'THE EAST PART OF PHOENIX, 32 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DU0858'ROAD, 24 FEET WEST OF THE CENTER OF NORTH 40TH STREET, 8 FEET EAST OF
 DU0858'AN IRRIGATION DITCH, 11.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 DU0858'IRRIGATION HEADGATE, 2.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 DU0858'1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE
 DU0858'POST FLUSH WITH THE GROUND.
 DU0858
 DU0858                          STATION RECOVERY (1970)
 DU0858
 DU0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0858'MARK NOT FOUND.
 DU0858
 DU0858                          STATION RECOVERY (2008)
 DU0858
 DU0858'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0858'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0858'MARK. THE ROADS HAVE BEEN WIDENED, AND 24 FEET WEST OF THE CENTERLINE
 DU0858'OF 40TH STREET IS NOW IN THE SOUTHBOUND LANES. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0280 ***********************************************************************
 FP0280  DESIGNATION -  BERT RM 1
 FP0280  PID         -  FP0280
 FP0280  STATE/COUNTY-  AZ/APACHE
 FP0280  USGS QUAD   -  PINTA (1972)
 FP0280
 FP0280                         *CURRENT SURVEY CONTROL
 FP0280  ___________________________________________________________________
 FP0280* NAD 83(1986)-  35 04 53.     (N)    109 43 08.     (W)     SCALED    
 FP0280* NAVD 88     -      1709.860  (meters)    5609.77   (feet)  ADJUSTED  
 FP0280  ___________________________________________________________________
 FP0280  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FP0280  DYNAMIC HT  -        1707.483 (meters)    5601.97  (feet)  COMP
 FP0280  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 FP0280
 FP0280  VERT ORDER  -  FIRST     CLASS II
 FP0280
 FP0280.The horizontal coordinates were scaled from a topographic map and have
 FP0280.an estimated accuracy of +/- 6 seconds.
 FP0280
 FP0280.The orthometric height was determined by differential leveling
 FP0280.and adjusted in June 1991.
 FP0280.WARNING-Repeat measurements at this control monument indicate possible
 FP0280.vertical movement.
 FP0280
 FP0280.The geoid height was determined by GEOID03.
 FP0280
 FP0280.The dynamic height is computed by dividing the NAVD 88
 FP0280.geopotential number by the normal gravity value computed on the
 FP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0280.degrees latitude (g = 980.6199 gals.).
 FP0280
 FP0280.The modeled gravity was interpolated from observed gravity values.
 FP0280
 FP0280;                    North         East    Units  Estimated Accuracy
 FP0280;SPC AZ E     -   452,690.      254,190.      MT  (+/- 180 meters Scaled)
 FP0280
 FP0280                          SUPERSEDED SURVEY CONTROL
 FP0280
 FP0280  NGVD 29 (??/??/92) 1708.895  (m)         5606.60   (f) ADJ UNCH    1 2
 FP0280
 FP0280.Superseded values are not recommended for survey control.
 FP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0280.See file dsdata.txt to determine how the superseded data were derived.
 FP0280
 FP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD167828(NAD 83)
 FP0280_MARKER: DR = REFERENCE MARK DISK
 FP0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0280_STAMPING: BERT NO 1 1959
 FP0280_MARK LOGO: CGS   
 FP0280_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0280+STABILITY: SURFACE MOTION
 FP0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0280+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0280
 FP0280  HISTORY     - Date     Condition        Report By
 FP0280  HISTORY     - 1959     MONUMENTED       CGS
 FP0280  HISTORY     - 1983     GOOD             NGS
 FP0280  HISTORY     - 20040803 GOOD             EVANS
 FP0280
 FP0280                          STATION DESCRIPTION
 FP0280
 FP0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0280'30.4 MI E FROM HOLBROOK.
 FP0280'FROM THE POST OFFICE IN HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY
 FP0280'66 FOR 25.0 MILES TO THE PAINTED DESERT-PETERFIED FOREST INTERSECTION,
 FP0280'CONTINUE EAST ON U.S. HIGHWAY 66 FOR 5.4 MILES TO THE STATION ON THE
 FP0280'LEFT, NORTH RIGHT-OF-WAY, 30 FEET EAST OF THE WITNESS POST AND 2 FEET
 FP0280'SOUTH OF THE RIGHT-OF-WAY FENCE.  A 12-INCH SQUARE CONCRETE POST THAT
 FP0280'PROJECTS 4 INCHES.
 FP0280
 FP0280                          STATION RECOVERY (1983)
 FP0280
 FP0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0280'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.0 KM (18.0
 FP0280'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0280'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.6 KM (0.35 MI)
 FP0280'NORTHEAST OF MILEPOST 315, 30.7 METERS (100.7 FT) NORTHWEST OF THE
 FP0280'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 8.7 METERS
 FP0280'(28.5 FT) NORTHEAST OF THE STATION MARK AND 0.5 METER (1.6 FT)
 FP0280'SOUTHEAST OF A FENCE.
 FP0280'THE MARK IS 8.8 METERS  NE FROM A WITNESS POST.
 FP0280'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 FP0280
 FP0280                          STATION RECOVERY (2004)
 FP0280
 FP0280'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0278 ***********************************************************************
 FP0278  DESIGNATION -  BERT RM 2
 FP0278  PID         -  FP0278
 FP0278  STATE/COUNTY-  AZ/APACHE
 FP0278  USGS QUAD   -  PINTA (1972)
 FP0278
 FP0278                         *CURRENT SURVEY CONTROL
 FP0278  ___________________________________________________________________
 FP0278* NAD 83(1986)-  35 04 52.     (N)    109 43 09.     (W)     SCALED    
 FP0278* NAVD 88     -      1709.511  (meters)    5608.62   (feet)  ADJUSTED  
 FP0278  ___________________________________________________________________
 FP0278  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FP0278  DYNAMIC HT  -        1707.135 (meters)    5600.83  (feet)  COMP
 FP0278  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 FP0278
 FP0278  VERT ORDER  -  SECOND    CLASS 0
 FP0278
 FP0278.The horizontal coordinates were scaled from a topographic map and have
 FP0278.an estimated accuracy of +/- 6 seconds.
 FP0278
 FP0278.The orthometric height was determined by differential leveling
 FP0278.and adjusted in June 1991.
 FP0278
 FP0278.The geoid height was determined by GEOID03.
 FP0278
 FP0278.The dynamic height is computed by dividing the NAVD 88
 FP0278.geopotential number by the normal gravity value computed on the
 FP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0278.degrees latitude (g = 980.6199 gals.).
 FP0278
 FP0278.The modeled gravity was interpolated from observed gravity values.
 FP0278
 FP0278;                    North         East    Units  Estimated Accuracy
 FP0278;SPC AZ E     -   452,660.      254,170.      MT  (+/- 180 meters Scaled)
 FP0278
 FP0278                          SUPERSEDED SURVEY CONTROL
 FP0278
 FP0278  NGVD 29 (??/??/92) 1708.606  (m)         5605.65   (f) ADJ UNCH    2 0
 FP0278
 FP0278.Superseded values are not recommended for survey control.
 FP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0278.See file dsdata.txt to determine how the superseded data were derived.
 FP0278
 FP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD167827(NAD 83)
 FP0278_MARKER: DR = REFERENCE MARK DISK
 FP0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0278_STAMPING: BERT NO 2 1959
 FP0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0278+STABILITY: SURFACE MOTION
 FP0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0278+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0278
 FP0278  HISTORY     - Date     Condition        Report By
 FP0278  HISTORY     - 1959     MONUMENTED       CGS
 FP0278  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0278  HISTORY     - 20040803 GOOD             EVANS
 FP0278
 FP0278                          STATION DESCRIPTION
 FP0278
 FP0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0278'30.4 MI E FROM HOLBROOK.
 FP0278'FROM THE POST OFFICE IN HOLBROOK GO NORTHEAST AND EAST ON U.S. HIGHWAY
 FP0278'66 FOR 25.0 MILES TO THE PAINTED DESERT-PETRIFIED FOREST INTERSECTION,
 FP0278'CONTINUE EAST ON U.S. HIGHWAY 66 FOR 5.4 MILES TO THE STATION ON THE
 FP0278'LEFT, NORTH RIGHT-OF-WAY, 27 FEET SOUTH OF THE WITNESS POST IN THE TOP
 FP0278'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FP0278
 FP0278                          STATION RECOVERY (1983)
 FP0278
 FP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0278'MARK NOT FOUND.
 FP0278
 FP0278                          STATION RECOVERY (2004)
 FP0278
 FP0278'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0716 ***********************************************************************
 FQ0716  DESIGNATION -  BESHBITO
 FQ0716  PID         -  FQ0716
 FQ0716  STATE/COUNTY-  AZ/NAVAJO
 FQ0716  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0716
 FQ0716                         *CURRENT SURVEY CONTROL
 FQ0716  ___________________________________________________________________
 FQ0716* NAD 83(1992)-  35 42 41.98423(N)    110 03 18.21704(W)     ADJUSTED  
 FQ0716* NAVD 88     -      2061.7    (meters)    6764.     (feet)  VERTCON   
 FQ0716  ___________________________________________________________________
 FQ0716  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FQ0716  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FQ0716  HORZ ORDER  -  FIRST
 FQ0716
 FQ0716.The horizontal coordinates were established by classical geodetic methods
 FQ0716.and adjusted by the National Geodetic Survey in August 1993.
 FQ0716
 FQ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0716
 FQ0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0716
 FQ0716.The geoid height was determined by GEOID03.
 FQ0716
 FQ0716;                    North         East     Units Scale Factor Converg.
 FQ0716;SPC AZ E     -   522,528.935   223,458.338   MT  0.99990126   +0 03 54.5
 FQ0716;SPC AZ E     - 1,714,333.78    733,131.03   iFT  0.99990126   +0 03 54.5
 FQ0716;UTM  12      - 3,952,379.799   585,475.353   MT  0.99969003   +0 33 05.8
 FQ0716
 FQ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0716!SPC AZ E     -   0.99967989  x   0.99990126  =   0.99958118
 FQ0716!UTM  12      -   0.99967989  x   0.99969003  =   0.99937002
 FQ0716
 FQ0716:                Primary Azimuth Mark                     Grid Az
 FQ0716:SPC AZ E     -  TOYEI WATER TANK                         093 44 52.9
 FQ0716:UTM  12      -  TOYEI WATER TANK                         093 15 41.6
 FQ0716
 FQ0716|---------------------------------------------------------------------|
 FQ0716| PID    Reference Object                     Distance      Geod. Az  |
 FQ0716|                                                           dddmmss.s |
 FQ0716| FP0614 TOYEI WATER TANK                    APPROX.10.3 KM 0934847.4 |
 FQ0716| CD4028 BESHBITO RM 1                         6.090 METERS 11408     |
 FQ0716| CD4029 BESHBITO RM 2                         9.327 METERS 20923     |
 FQ0716| CD4027 BESHBITO AZ MK                                     3131946.4 |
 FQ0716|---------------------------------------------------------------------|
 FQ0716
 FQ0716                          SUPERSEDED SURVEY CONTROL
 FQ0716
 FQ0716  NAD 83(1986)-  35 42 41.98515(N)    110 03 18.21777(W) AD(       ) 1
 FQ0716  NAD 27      -  35 42 41.95500(N)    110 03 15.78400(W) AD(       ) 1
 FQ0716  NGVD 29 (07/19/86) 2060.7    (m)         6761.     (f) VERT ANG    3  
 FQ0716
 FQ0716.Superseded values are not recommended for survey control.
 FQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0716.See file dsdata.txt to determine how the superseded data were derived.
 FQ0716
 FQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8547552380(NAD 83)
 FQ0716_MARKER: DS = TRIANGULATION STATION DISK
 FQ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0716
 FQ0716  HISTORY     - Date     Condition        Report By
 FQ0716  HISTORY     - 1951     MONUMENTED       CGS
 FQ0716  HISTORY     - 1955     GOOD             CGS
 FQ0716  HISTORY     - 1965     GOOD             USGS
 FQ0716  HISTORY     - 1972     GOOD             USGS
 FQ0716
 FQ0716                          STATION DESCRIPTION
 FQ0716
 FQ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0716'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BRUSHY
 FQ0716'HILL THAT RISES FROM THE TOP OF A HIGH MESA.  IT IS ABOUT 3
 FQ0716'MILES AIRLINE SOUTH OF THE ROAD BETWEEN GANADO AND KEAMS CANYON,
 FQ0716'ABOUT 12 MILES AIRLINE SOUTHEAST OF KEAMS CANYON, ABOUT 27
 FQ0716'MILES AIRLINE WEST OF GANADO, AND ABOUT 11 MILES AIRLINE
 FQ0716'WEST-SOUTHWEST OF STEAMBOAT.
 FQ0716'
 FQ0716'THE STATION IS 8 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 FQ0716'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FQ0716'POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED BESHBITO 1951.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER ONE IS 1 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FQ0716'POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--BESHBITO
 FQ0716'NO 1 1951.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER TWO IS 1/2 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 FQ0716'CONCRETE POST THAT PROJECTS 5 INCHES.  THE DISK IS
 FQ0716'STAMPED--BESHBITO NO 2 1951.
 FQ0716'
 FQ0716'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE CENTER LINE OF
 FQ0716'THE ROAD, 100 YARDS NORTHEAST OF A CROSS ROAD INTERSECTION, AND
 FQ0716'2 FEET EAST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK
 FQ0716'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0716'4 INCHES.  THE DISK IS STAMPED--BESHBITO 1951.  TO REACH THE
 FQ0716'MARK FROM THE STATION GO EAST FOR 0.15 MILE TO THE TRACK
 FQ0716'ROAD.  TURN LEFT, NORTH, AND GO 0.4 MILE TO A FORK.  TURN
 FQ0716'LEFT, SOUTHWEST, AND GO 1.0 MILE TO THE MARK ON THE LEFT.
 FQ0716'
 FQ0716'TO REACH THE STATION FROM KEAMS CANYON GO SOUTHEAST ON THE
 FQ0716'ROAD TO GANADO FOR 11.6 MILES TO A FORK ON THE TOP OF THE MESA.
 FQ0716'TAKE THE LEFT FORK, NORTHEAST, AND GO 1.7 MILES TO TELEPHONE
 FQ0716'POLE NUMBER 805 AND A TRACK ROAD RIGHT.  TURN RIGHT, SOUTHERLY,
 FQ0716'AND GO 0.9 MILE TO A WATER HOLE ON THE LEFT AND 3 FORKS.  TAKE
 FQ0716'THE MIDDLE FORK, SOUTH, AND GO 0.5 MILE TO A CROSS ROAD.  TURN
 FQ0716'RIGHT, NORTHEAST, AND GO 1.0 MILE TO A DIM FORK RIGHT.  TURN
 FQ0716'RIGHT, SOUTH, AND GO 0.4 MILE TO THE TOP OF A LOW HILL.  TURN
 FQ0716'RIGHT, WEST, AND GO CROSS COUNTRY FOR 0.15 MILE TO THE
 FQ0716'HIGHEST POINT OF THE HILL AND THE STATION.
 FQ0716'
 FQ0716'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 FQ0716
 FQ0716                          STATION RECOVERY (1955)
 FQ0716
 FQ0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0716'THE STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 FQ0716'IN GOOD CONDITION.  THERE ARE SEVERAL ERRORS IN THE ORIGINAL
 FQ0716'DIRECTIONS TO REACH THE STATION.  A COMPLETE NEW DESCRIPTION
 FQ0716'FOLLOWS--
 FQ0716'
 FQ0716'THE STATION IS LOCATED ON A PROMINENT BRUSHY HILL THAT RISES
 FQ0716'FROM THE TOP OF A HIGH MESA.  IT IS ABOUT 3 MILES AIRLINE SOUTH
 FQ0716'OF THE KEAMS CANYON-GANADO HIGHWAY, 12 MILES AIRLINE SOUTHEAST
 FQ0716'OF KEAMS CANYON, 27 MILES AIRLINE WEST OF GANADO AND 11 MILES
 FQ0716'WEST-SOUTHWEST OF STEAMBOAT.
 FQ0716'
 FQ0716'THE STATION IS 8 FEET NORTH OF A WHITE WITNESS POST, ON THE
 FQ0716'HIGHEST POINT ON THE HILL.  IT IS A STANDARD DISK STAMPED BESHBITO
 FQ0716'1951 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 FQ0716'4 INCHES.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER 1 IS 1 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK STAMPED BESHBITO NO 1 1951 SET IN THE
 FQ0716'TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FQ0716'
 FQ0716'REFERENCE MARK NUMBER 2 IS 0.5 FOOT LOWER THAN THE STATION.
 FQ0716'IT IS A STANDARD DISK STAMPED BESHBITO NO 2 1951 SET IN THE
 FQ0716'TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FQ0716'
 FQ0716'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTERLINE OF
 FQ0716'THE TRACK ROAD, 100 YARDS SOUTHEAST OF A TRACK ROAD INTERSECTION
 FQ0716'AND 2 FEET EAST OF A WHITE WITNESS POST.  IT IS A STANDARD
 FQ0716'DISK STAMPED BESHBITO 1951 SET IN THE TOP OF A 10 INCH SQUARE
 FQ0716'CONCRETE POST PROJECTING 4 INCHES.  TO REACH FROM THE STATION,
 FQ0716'GO EAST FOR 0.15 MILE TO A TRACK ROAD, TURN LEFT ONTO THE
 FQ0716'TRACK ROAD AND GO NORTH FOR 0.4 MILE TO AN INTERSECTION,
 FQ0716'TURN LEFT AND GO NORTHWEST FOR 1.0 MILE TO THE MARK ON THE
 FQ0716'LEFT.
 FQ0716'
 FQ0716'TO REACH THE STATION FROM THE POST OFFICE AND ROAD FORK IN
 FQ0716'KEAMS CANYON, TAKE THE LEFT FORK UP THE STEEP SHELF ROAD
 FQ0716'(GANADO ROAD) FOR 9.4 MILES TO THE HOLBROOK ROAD JUNCTION,
 FQ0716'TAKE THE LEFT FORK AND CONTINUE EAST FOR 1.9 MILES TO TELEPHONE
 FQ0716'POLE 805 AND A TRACK ROAD RIGHT.  TURN RIGHT ONTO THE TRACK
 FQ0716'ROAD AND GO SOUTH FOR 0.9 MILE TO A WATER HOLE ON THE LEFT
 FQ0716'AND THREE FORKS.  TAKE THE MIDDLE FORK AND CONTINUE SOUTH FOR
 FQ0716'0.5 MILE TO A CROSS ROAD (THE AZIMUTH MARK IS 100 YARDS
 FQ0716'SOUTHEAST), TURN LEFT AND GO SOUTHEAST FOR 1.0 MILE TO A DIM
 FQ0716'TRACK ROAD SOUTH, TURN SOUTH ONTO THE TRACK ROAD AND GO 0.4 MILE
 FQ0716'TO THE CREST OF A LOW RIDGE THENCE TURN RIGHT AND GO ACROSS
 FQ0716'COUNTRY FOR 0.15 MILE TO THE HIGH POINT OF THE HILL AND
 FQ0716'THE STATION.
 FQ0716'
 FQ0716'1951 MEASUREMENTS.  NO MEASUREMENTS WERE MADE IN 1955.
 FQ0716
 FQ0716                          STATION RECOVERY (1965)
 FQ0716
 FQ0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0716'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 FQ0716
 FQ0716                          STATION RECOVERY (1972)
 FQ0716
 FQ0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0716'ALL MARKS IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--
 FQ0716'
 FQ0716'TO REACH FROM THE CROSSING OF ARIZONA STATE HIGHWAY 264 OVER
 FQ0716'KEAMS CANYON WASH IN KEAMS CANYON, TAKE HIGHWAY 264 SOUTHEASTERLY
 FQ0716'OUT OF THE CANYON FOR 8.0 MI TO THE JCT. WITH STATE HIGHWAY 77
 FQ0716'LEADING TO HOLBROOK.  CONTINUE ON HIGHWAY 264 FOR 1.7 MI
 FQ0716'TO A TRACK RD. RIGHT.  TURN RIGHT ON TRACK RD. AND DRIVE
 FQ0716'PARALLEL TO HIGHWAY 264 FOR 0.2 MI WHERE TRACK RD. TURN
 FQ0716'SOUTHEASTERLY (RIGHT).  TURN RIGHT AND CONTINUE SE. ALONG TRACK
 FQ0716'RD. FOR 0.8 MI TO A DRY NATURAL POND.  PASS THROUGH DRY POND
 FQ0716'AND CONTINUE SOUTHEASTERLY ALONG MAIN-TRAVELED RD. FOR 0.9 MI
 FQ0716'TO A TRACK RD. CROSSING.  GO LEFT AT RD. CROSSING FOR 0.1
 FQ0716'MI TO A RD. FK.  TAKE RIGHT FORK (S.) FOR 0.4 MI TO A DIM
 FQ0716'TRACK RD. LEFT (E.).  TURN LEFT, UPGRADE FOR 0.2 MI TO TOP
 FQ0716'OF SPARSELY WOODED HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2224 ***********************************************************************
 DV2224  DESIGNATION -  BETH
 DV2224  PID         -  DV2224
 DV2224  STATE/COUNTY-  AZ/MARICOPA
 DV2224  USGS QUAD   -  GLENDALE (1982)
 DV2224
 DV2224                         *CURRENT SURVEY CONTROL
 DV2224  ___________________________________________________________________
 DV2224* NAD 83(2007)-  33 31 24.98620(N)    112 14 09.86171(W)     ADJUSTED  
 DV2224* NAVD 88     -       331.2    (meters)    1087.     (feet)  VERTCON   
 DV2224  ___________________________________________________________________
 DV2224  EPOCH DATE  -        2007.00
 DV2224  X           -  -2,014,301.728 (meters)                     COMP
 DV2224  Y           -  -4,927,026.328 (meters)                     COMP
 DV2224  Z           -   3,502,683.824 (meters)                     COMP
 DV2224  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 DV2224  ELLIP HEIGHT-         301.322 (meters)          (02/10/07) ADJUSTED
 DV2224  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV2224
 DV2224  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2224  Type    PID    Designation                      North   East  Ellip
 DV2224  -------------------------------------------------------------------
 DV2224  NETWORK DV2224 BETH                              3.14   2.27   5.98
 DV2224  -------------------------------------------------------------------
 DV2224
 DV2224.The horizontal coordinates were established by GPS observations
 DV2224.and adjusted by the National Geodetic Survey in February 2007.
 DV2224
 DV2224.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2224.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2224.The horizontal coordinates are valid at the epoch date displayed above.
 DV2224.The epoch date for horizontal control is a decimal equivalence
 DV2224.of Year/Month/Day.
 DV2224
 DV2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2224
 DV2224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2224
 DV2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2224
 DV2224.The ellipsoidal height was determined by GPS observations
 DV2224.and is referenced to NAD 83.
 DV2224
 DV2224.The geoid height was determined by GEOID03.
 DV2224
 DV2224;                    North         East     Units Scale Factor Converg.
 DV2224;SPC AZ C     -   279,864.234   183,690.945   MT  0.99991085   -0 10 35.1
 DV2224;SPC AZ C     -   918,189.74    602,660.58   iFT  0.99991085   -0 10 35.1
 DV2224;UTM  12      - 3,710,020.419   385,214.598   MT  0.99976244   -0 40 57.8
 DV2224
 DV2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2224!SPC AZ C     -   0.99995270  x   0.99991085  =   0.99986355
 DV2224!UTM  12      -   0.99995270  x   0.99976244  =   0.99971515
 DV2224
 DV2224                          SUPERSEDED SURVEY CONTROL
 DV2224
 DV2224  ELLIP H (06/11/02)  301.348  (m)                       GP(       ) 4 2
 DV2224  NAD 83(1992)-  33 31 24.98402(N)    112 14 09.86126(W) AD(       ) 1
 DV2224  ELLIP H (08/23/93)  301.477  (m)                       GP(       ) 4 2
 DV2224  NAD 83(1986)-  33 31 24.97869(N)    112 14 09.86709(W) AD(       ) 1
 DV2224  NGVD 29 (09/11/89)  330.6    (m)         1085.     (f) GPS OBS     3  
 DV2224
 DV2224.Superseded values are not recommended for survey control.
 DV2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2224.See file dsdata.txt to determine how the superseded data were derived.
 DV2224
 DV2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8521510020(NAD 83)
 DV2224_MARKER: DD = SURVEY DISK
 DV2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2224+STABILITY: SURFACE MOTION
 DV2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2224+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2224
 DV2224  HISTORY     - Date     Condition        Report By
 DV2224  HISTORY     - 1986     MONUMENTED       AZDT
 DV2224  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV2224  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV2224
 DV2224                          STATION DESCRIPTION
 DV2224
 DV2224'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2224'THE STATION IS LOCATED ABOUT 4.86 KM (3.0 MI) WEST-SOUTHWEST OF
 DV2224'GLENDALE, ARIZONA.
 DV2224'
 DV2224'TO REACH THE STATION FROM THE INTERSECTION OF 83RD AVENUE AND
 DV2224'BETHANY HOME ROAD, GO EAST FOR 0.16 KM (0.1 MI) TO THE STATION ON
 DV2224'THE LEFT (NORTH).
 DV2224'
 DV2224'THE STATION IS A STANDARD A.G.S. DISK
 DV2224'STAMPED---BETH 1986---,
 DV2224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2224'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2224'1.58 METERS (5.2 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2224'1.1 METERS (3.6 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2224'11.73 METERS (38.5 FT) NORTH FROM THE CENTERLINE OF BETHANY HOME
 DV2224'ROAD,
 DV2224'1.07 METERS (3.5 FT) SOUTH FROM A DITCH BANK.
 DV2224'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2224'STAMPED---BETH 1986---,
 DV2224'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2224
 DV2224                          STATION RECOVERY (2006)
 DV2224
 DV2224'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2224'MARK NOT FOUND.
 DV2224
 DV2224                          STATION RECOVERY (2007)
 DV2224
 DV2224'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2224'ROAD CONSTRUCTION WAS IN PROGRESS ON THIS DATE, AND THE DESCRIBED
 DV2224'LOCATION HAD BEEN BLADED. THE REMAINS OF A WITNESS POST WAS LOCATED,
 DV2224'BUT PROBING REVEALED NO SIGN OF THE MARK. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1299 ***********************************************************************
 DV1299  DESIGNATION -  BETH 17
 DV1299  PID         -  DV1299
 DV1299  STATE/COUNTY-  AZ/MARICOPA
 DV1299  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1299
 DV1299                         *CURRENT SURVEY CONTROL
 DV1299  ___________________________________________________________________
 DV1299* NAD 83(1986)-  33 31 25.     (N)    112 06 44.     (W)     SCALED    
 DV1299* NAVD 88     -       353.283  (meters)    1159.06   (feet)  ADJUSTED  
 DV1299  ___________________________________________________________________
 DV1299  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV1299  DYNAMIC HT  -         352.877 (meters)    1157.73  (feet)  COMP
 DV1299  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DV1299
 DV1299  VERT ORDER  -  FIRST     CLASS II
 DV1299
 DV1299.The horizontal coordinates were scaled from a topographic map and have
 DV1299.an estimated accuracy of +/- 6 seconds.
 DV1299
 DV1299.The orthometric height was determined by differential leveling
 DV1299.and adjusted in November 1993.
 DV1299
 DV1299.The geoid height was determined by GEOID03.
 DV1299
 DV1299.The dynamic height is computed by dividing the NAVD 88
 DV1299.geopotential number by the normal gravity value computed on the
 DV1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1299.degrees latitude (g = 980.6199 gals.).
 DV1299
 DV1299.The modeled gravity was interpolated from observed gravity values.
 DV1299
 DV1299;                    North         East    Units  Estimated Accuracy
 DV1299;SPC AZ C     -   279,840.      195,200.      MT  (+/- 180 meters Scaled)
 DV1299
 DV1299                          SUPERSEDED SURVEY CONTROL
 DV1299
 DV1299.No superseded survey control is available for this station.
 DV1299
 DV1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967098(NAD 83)
 DV1299_MARKER: DB = BENCH MARK DISK
 DV1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1299_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1299_STAMPING: BETH-17 1981
 DV1299_MARK LOGO: AZDT  
 DV1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1299
 DV1299  HISTORY     - Date     Condition        Report By
 DV1299  HISTORY     - 1981     MONUMENTED       AZDT
 DV1299
 DV1299                          STATION DESCRIPTION
 DV1299
 DV1299'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1299'PHOENIX.
 DV1299'4.0 MI (6.4 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1299'MCDOWELL ROAD IN PHOENIX, TO THE MARK ON THE SOUTHEAST CORNER OF THE
 DV1299'BETHANY HOME ROAD OVERPASS.  4.4 FT (1.34 M) SOUTH OF THE SOUTH CURB
 DV1299'OF BETHANY HOME ROAD.  17 FT (5.18 M) WEST OF THE WEST CURB OF THE
 DV1299'NORTHBOUND FRONTAGE ROAD.  AT THE BASE OF THE SOUTHEAST DADO.
 DV1299'0.35 FT (0.11 METER) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9976 ***********************************************************************
 DK9976  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9976  DESIGNATION -  BHC GPS 3
 DK9976  PID         -  DK9976
 DK9976  STATE/COUNTY-  AZ/MOHAVE
 DK9976  USGS QUAD   -  DAVIS DAM SE (1983)
 DK9976
 DK9976                         *CURRENT SURVEY CONTROL
 DK9976  ___________________________________________________________________
 DK9976* NAD 83(2007)-  35 06 08.68192(N)    114 36 07.71968(W)     ADJUSTED  
 DK9976* NAVD 88     -       179.96   (meters)     590.4    (feet)  GPS OBS   
 DK9976  ___________________________________________________________________
 DK9976  EPOCH DATE  -        2007.00
 DK9976  X           -  -2,174,838.712 (meters)                     COMP
 DK9976  Y           -  -4,749,790.070 (meters)                     COMP
 DK9976  Z           -   3,647,254.149 (meters)                     COMP
 DK9976  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DK9976  ELLIP HEIGHT-         149.741 (meters)          (03/02/09) ADJUSTED
 DK9976  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DK9976  HORZ ORDER  -  A
 DK9976  ELLP ORDER  -  FOURTH    CLASS I
 DK9976
 DK9976.The horizontal coordinates were established by GPS observations
 DK9976.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9976
 DK9976.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9976.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9976.The horizontal coordinates are valid at the epoch date displayed above.
 DK9976.The epoch date for horizontal control is a decimal equivalence
 DK9976.of Year/Month/Day.
 DK9976
 DK9976.The orthometric height was determined by GPS observations and a
 DK9976.high-resolution geoid model.
 DK9976.The orthometric height was determined by GPS observations and a
 DK9976.high-resolution geoid model using precise GPS observation and
 DK9976.processing techniques.
 DK9976
 DK9976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9976
 DK9976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9976
 DK9976.The ellipsoidal height was determined by GPS observations
 DK9976.and is referenced to NAD 83.
 DK9976
 DK9976.The geoid height was determined by GEOID03.
 DK9976
 DK9976;                    North         East     Units Scale Factor Converg.
 DK9976;SPC AZ W     -   455,282.179   135,670.549   MT  1.00000769   -0 29 24.1
 DK9976;SPC AZ W     - 1,493,707.94    445,113.35   iFT  1.00000769   -0 29 24.1
 DK9976;UTM  11      - 3,887,030.992   718,557.112   MT  1.00018873   +1 22 45.9
 DK9976
 DK9976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9976!SPC AZ W     -   0.99997650  x   1.00000769  =   0.99998419
 DK9976!UTM  11      -   0.99997650  x   1.00018873  =   1.00016522
 DK9976
 DK9976                          SUPERSEDED SURVEY CONTROL
 DK9976
 DK9976.No superseded survey control is available for this station.
 DK9976
 DK9976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1855787031(NAD 83)
 DK9976_MARKER: DD = SURVEY DISK
 DK9976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK9976_STAMPING: HOLMQUIST 1999 GPS 3 RLS 25074
 DK9976_MARK LOGO: LOCSUR
 DK9976_PROJECTION: FLUSH
 DK9976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9976+STABILITY: SURFACE MOTION
 DK9976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9976+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 DK9976
 DK9976  HISTORY     - Date     Condition        Report By
 DK9976  HISTORY     - 20080625 MONUMENTED       GEOANA
 DK9976
 DK9976                          STATION DESCRIPTION
 DK9976
 DK9976'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9976'THE STATION IS LOCATED IN BULLHEAD CITY, ARIZONA, ABOUT 17.5 MI (28.2
 DK9976'KM) NORTH OF NEEDLES, 13.5 MI (21.7 KM) WEST-NORTHWEST OF OATMAN AND
 DK9976'5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF DAVIS DAM.
 DK9976' 
 DK9976'TO REACH FROM THE INTERSECTION OF ARIZONA STATE ROUTE 95 AND MARINA
 DK9976'BOULEVARD IN BULLHEAD CITY, GO WEST ON MARINA BOULEVARD APPROXIMATELY
 DK9976'1000 FT (300 M) TO ALONAS WAY.  GO NORTH ON ALONAS WAY APPROXIMATELY
 DK9976'700 FT (200 M) TO STATION ON THE WEST SIDE OF ALONAS WAY SURROUNDED BY
 DK9976'THREE APPROXIMATELY 3 FT (1 M) DIAMETER BOULDERS.  THE STATION IS A 3
 DK9976'INCH (8 CM) BRASS DISC SET IN CONCRETE.  DESCRIPTION PREPARED BY DON
 DK9976'HUMBLE (BULLHEAD CITY).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2293 ***********************************************************************
 CZ2293  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2293  DESIGNATION -  BIANCO 2
 CZ2293  PID         -  CZ2293
 CZ2293  STATE/COUNTY-  AZ/PINAL
 CZ2293  USGS QUAD   -  CHUICHU (1992)
 CZ2293
 CZ2293                         *CURRENT SURVEY CONTROL
 CZ2293  ___________________________________________________________________
 CZ2293* NAD 83(2007)-  32 49 45.68766(N)    111 49 35.85697(W)     ADJUSTED  
 CZ2293* NAVD 88     -       423.14   (meters)    1388.3    (feet)  GPS OBS   
 CZ2293  ___________________________________________________________________
 CZ2293  EPOCH DATE  -        2007.00
 CZ2293  X           -  -1,994,736.031 (meters)                     COMP
 CZ2293  Y           -  -4,980,482.020 (meters)                     COMP
 CZ2293  Z           -   3,438,284.648 (meters)                     COMP
 CZ2293  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CZ2293  ELLIP HEIGHT-         392.796 (meters)          (04/23/08) ADJUSTED
 CZ2293  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2293  HORZ ORDER  -  B
 CZ2293  ELLP ORDER  -  FOURTH    CLASS I
 CZ2293
 CZ2293.The horizontal coordinates were established by GPS observations
 CZ2293.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2293
 CZ2293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2293.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2293.The epoch date for horizontal control is a decimal equivalence
 CZ2293.of Year/Month/Day.
 CZ2293
 CZ2293.The orthometric height was determined by GPS observations and a
 CZ2293.high-resolution geoid model.
 CZ2293.The orthometric height was determined by GPS observations and a
 CZ2293.high-resolution geoid model using precise GPS observation and
 CZ2293.processing techniques.
 CZ2293
 CZ2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2293
 CZ2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2293
 CZ2293.The ellipsoidal height was determined by GPS observations
 CZ2293.and is referenced to NAD 83.
 CZ2293
 CZ2293.The geoid height was determined by GEOID03.
 CZ2293
 CZ2293;                    North         East     Units Scale Factor Converg.
 CZ2293;SPC AZ C     -   202,832.291   221,789.821   MT  0.99990088   +0 02 55.7
 CZ2293;SPC AZ C     -   665,460.27    727,656.89   iFT  0.99990088   +0 02 55.7
 CZ2293;UTM  12      - 3,632,672.370   422,630.536   MT  0.99967381   -0 26 53.4
 CZ2293
 CZ2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2293!SPC AZ C     -   0.99993833  x   0.99990088  =   0.99983922
 CZ2293!UTM  12      -   0.99993833  x   0.99967381  =   0.99961216
 CZ2293
 CZ2293:                Primary Azimuth Mark                     Grid Az
 CZ2293:SPC AZ C     -  BIANCO AZ MK                             002 26 47.3
 CZ2293:UTM  12      -  BIANCO AZ MK                             002 56 36.4
 CZ2293
 CZ2293|---------------------------------------------------------------------|
 CZ2293| PID    Reference Object                     Distance      Geod. Az  |
 CZ2293|                                                           dddmmss.s |
 CZ2293| CH4361 BIANCO AZ MK                                       0022943.0 |
 CZ2293| CH4362 BIANCO 2 RM 3                        29.714 METERS 08445     |
 CZ2293| CH4363 BIANCO 2 RM 4                        22.432 METERS 17420     |
 CZ2293| CZ2292 CASA GRANDE ATT MICROWAVE TWR       APPROX. 4.0 KM 3562624.9 |
 CZ2293|---------------------------------------------------------------------|
 CZ2293
 CZ2293                          SUPERSEDED SURVEY CONTROL
 CZ2293
 CZ2293  NAD 83(1992)-  32 49 45.68553(N)    111 49 35.85563(W) AD(       ) 1
 CZ2293  NAD 83(1986)-  32 49 45.67933(N)    111 49 35.85657(W) AD(       ) 1
 CZ2293  NAD 27      -  32 49 45.48311(N)    111 49 33.38610(W) AD(       ) 1
 CZ2293  NGVD 29 (07/19/86)  422.3    (m)         1385.     (f) VERT ANG    3  
 CZ2293
 CZ2293.Superseded values are not recommended for survey control.
 CZ2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2293.See file dsdata.txt to determine how the superseded data were derived.
 CZ2293
 CZ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2263132672(NAD 83)
 CZ2293_MARKER: DS = TRIANGULATION STATION DISK
 CZ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2293_STAMPING: BIANCO 2 1971
 CZ2293_MARK LOGO: CGS   
 CZ2293_PROJECTION: FLUSH
 CZ2293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2293+STABILITY: SURFACE MOTION
 CZ2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2293+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2293
 CZ2293  HISTORY     - Date     Condition        Report By
 CZ2293  HISTORY     - 1971     MONUMENTED       NGS
 CZ2293  HISTORY     - 20061205 GOOD             GEOANA
 CZ2293  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2293
 CZ2293                          STATION DESCRIPTION
 CZ2293
 CZ2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2293'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-SOUTHEAST OF STANFIELD,
 CZ2293'5 MILES SOUTHWEST OF CASA GRANDE, IN THE NORTHWEST ANGLE OF THE
 CZ2293'INTERSECTION AT THE BIANCO ROAD EXIT AND ON STATE HIGHWAY
 CZ2293'DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ2293'
 CZ2293'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE GO NORTHEAST
 CZ2293'ON NORTH MARSHALL STREET FOR ONE BLOCK TO STATE HIGHWAY 84.  TURN
 CZ2293'LEFT AND GO WEST ON STATE HIGHWAY 84 FOR 4.3 MILES TO BIANCO ROAD.
 CZ2293'TURN LEFT AND GO SOUTH ON BIANCO ROAD FOR 2.5 MILES TO THE AZIMUTH
 CZ2293'MARK ON THE LEFT.  CONTINUE SOUTH ON BIANCO ROAD FOR 0.9 MILE TO
 CZ2293'THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 CZ2293'INTERSECTION AT THE BIANCO ROAD EXIT.
 CZ2293'
 CZ2293'THE STATION MARKS ARE STANDARD DISKS STAMPED BIANCO 2 1971.  THE
 CZ2293'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CZ2293'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 97.5 FEET
 CZ2293'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN
 CZ2293'FENCE LINE.  THE UNDERGROUND DISK IS ABOUT 42 INCHES UNDERGROUND.
 CZ2293'
 CZ2293'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BIANCO 2 NO 3 1971, SET
 CZ2293'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CZ2293'WITH THE GROUND SURFACE.  IT IS 3.5 FEET NORTH OF THE METAL WITNESS
 CZ2293'POST WITH SIGN ATTACHED AND 1 FOOT WEST OF THE FENCE.
 CZ2293'
 CZ2293'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BIANCO 2 NO 4 1971, SET
 CZ2293'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CZ2293'WITH THE GROUND SURFACE.  IT IS 92.5 FEET WEST OF THE FENCE AND 120
 CZ2293'FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 CZ2293'
 CZ2293'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIANCO 1960, SET IN THE
 CZ2293'TOP OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 CZ2293'INCHES.  IT IS 38 FEET EAST OF BIANCO ROAD AND 2 FEET SOUTH OF A
 CZ2293'POWER POLE.
 CZ2293'
 CZ2293'HEIGHT OF LIGHT ABOVE STATION MARK 22.78 METERS.
 CZ2293
 CZ2293                          STATION RECOVERY (2006)
 CZ2293
 CZ2293'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (EDB)
 CZ2293'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ2293' 
 CZ2293'THE MARK IS LOCATED ABOUT 8.7 MI (13.9 KM) EAST-SOUTHEAST OF
 CZ2293'STANFIELD, 5.9 MI (9.5 KM) NORTH-NORTHWEST OF CHUICHU AND 5.3 MI (8.6
 CZ2293'KM) SOUTHWEST OF CASA GRANDE.
 CZ2293' 
 CZ2293'BEGINNING AT THE CASA GRANDE POST OFFICE, GO SOUTH ON PINAL AVENUE A
 CZ2293'DISTANCE OF 1.1 MI (1.8 KM) TO ITS INTERSECTION WITH FLORENCE
 CZ2293'BOULEVARD.  TURN RIGHT ONTO FLORENCE BOULEVARD AND GO WEST 1.0 MI (1.6
 CZ2293'KM) TO ITS INTERSECTION WITH THORNTON ROAD.  TURN LEFT ON THORNTON
 CZ2293'ROAD AND GO SOUTH FOR 0.9 MI (1.4 KM) TO ITS INTERSECTION WITH PETERS
 CZ2293'ROAD.  TURN RIGHT AND GO WEST ON PETERS ROAD 2.9 MI (4.7 KM) TO ITS
 CZ2293'INTERSECTION WITH BIANCO ROAD.  TURN LEFT AND GO SOUTH 2.3 MI (3.7 KM)
 CZ2293'SOUTH ON MIDWAY ROAD TO THE ACCESS RAMP FOR INTERSTATE 8.  TURN RIGHT
 CZ2293'AND GO WEST AND SOUTH AROUND THE ACCESS RAMP 0.10 MI (0.2 KM) AND TURN
 CZ2293'LEFT, CROSSING NORTHBOUND EXIT RAMP ROAD, AND GO 0.10 MI (0.2 KM) INTO
 CZ2293'A LARGE FLAT SURROUNDED BY MIDWAY ROAD, EXIT RAMP ROAD, AND INTERSTATE
 CZ2293'8.  THE STATION MARK IS A DISK MARKED 'BIANCO 2 1971'.  THE DISK IS
 CZ2293'SET IN THE TOP OF A 12 INCH (30 CM) CYLINDRICAL CONCRETE MONUMENT
 CZ2293'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 97.5 FT (29.7 M)
 CZ2293'WEST-SOUTHWEST OF A METAL WITNESS POST SIGN SET IN FENCE LINE.  THE
 CZ2293'BASE OF THE MONUMENT IS ABOUT 42 INCHES (107 CM) UNDERGROUND.
 CZ2293
 CZ2293                          STATION RECOVERY (2007)
 CZ2293
 CZ2293'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2291 ***********************************************************************
 CZ2291  DESIGNATION -  BIANCO 2 RM A
 CZ2291  PID         -  CZ2291
 CZ2291  STATE/COUNTY-  AZ/PINAL
 CZ2291  USGS QUAD   -  CHUICHU (1992)
 CZ2291
 CZ2291                         *CURRENT SURVEY CONTROL
 CZ2291  ___________________________________________________________________
 CZ2291* NAD 83(1992)-  32 49 46.45922(N)    111 49 35.59490(W)     ADJUSTED  
 CZ2291* NAVD 88     -       422.9    (meters)    1387.     (feet)  VERTCON   
 CZ2291  ___________________________________________________________________
 CZ2291  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CZ2291  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2291  HORZ ORDER  -  FIRST
 CZ2291
 CZ2291.The horizontal coordinates were established by classical geodetic methods
 CZ2291.and adjusted by the National Geodetic Survey in August 1993.
 CZ2291
 CZ2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2291
 CZ2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2291
 CZ2291.The geoid height was determined by GEOID03.
 CZ2291
 CZ2291;                    North         East     Units Scale Factor Converg.
 CZ2291;SPC AZ C     -   202,856.063   221,796.616   MT  0.99990088   +0 02 55.9
 CZ2291;SPC AZ C     -   665,538.26    727,679.19   iFT  0.99990088   +0 02 55.9
 CZ2291;UTM  12      - 3,632,696.077   422,637.536   MT  0.99967380   -0 26 53.3
 CZ2291
 CZ2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2291!SPC AZ C     -   0.99993836  x   0.99990088  =   0.99983925
 CZ2291!UTM  12      -   0.99993836  x   0.99967380  =   0.99961218
 CZ2291
 CZ2291:                Primary Azimuth Mark                     Grid Az
 CZ2291:SPC AZ C     -  CASA GRANDE ATT MICROWAVE TWR            356 16 26.7
 CZ2291:UTM  12      -  CASA GRANDE ATT MICROWAVE TWR            356 46 15.9
 CZ2291
 CZ2291|---------------------------------------------------------------------|
 CZ2291| PID    Reference Object                     Distance      Geod. Az  |
 CZ2291|                                                           dddmmss.s |
 CZ2291| CZ2292 CASA GRANDE ATT MICROWAVE TWR       APPROX. 4.0 KM 3561922.6 |
 CZ2291|---------------------------------------------------------------------|
 CZ2291
 CZ2291                          SUPERSEDED SURVEY CONTROL
 CZ2291
 CZ2291  NAD 83(1986)-  32 49 46.45316(N)    111 49 35.59579(W) AD(       ) 1
 CZ2291  NAD 27      -  32 49 46.25682(N)    111 49 33.12535(W) AD(       ) 1
 CZ2291  NGVD 29 (07/19/86)  422.3    (m)         1385.     (f) VERT ANG    3  
 CZ2291
 CZ2291.Superseded values are not recommended for survey control.
 CZ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2291.See file dsdata.txt to determine how the superseded data were derived.
 CZ2291
 CZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2263832696(NAD 83)
 CZ2291_MARKER: DS = TRIANGULATION STATION DISK
 CZ2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2291+STABILITY: SURFACE MOTION
 CZ2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2291+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2291
 CZ2291  HISTORY     - Date     Condition        Report By
 CZ2291  HISTORY     - 1971     MONUMENTED       NGS
 CZ2291  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2291
 CZ2291                          STATION DESCRIPTION
 CZ2291
 CZ2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2291'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-SOUTHEAST OF STANFIELD,
 CZ2291'5 MILES SOUTHWEST OF CASA GRANDE, IN THE NORTHWEST ANGLE OF THE
 CZ2291'INTERSECTION AT THE BIANCO ROAD EXIT AND ON STATE HIGHWAY
 CZ2291'DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ2291'
 CZ2291'TO REACH BIANCO 2 FROM THE POST OFFICE IN CASA GRANDE GO NORTHEAST
 CZ2291'ON NORTH MARSHALL STREET FOR ONE BLOCK TO STATE HIGHWAY 84.  TURN
 CZ2291'LEFT AND GO WEST ON STATE HIGHWAY 84 FOR 4.3 MILES TO BIANCO ROAD.
 CZ2291'TURN LEFT AND GO SOUTH ON BIANCO ROAD FOR 2.5 MILES TO THE AZIMUTH
 CZ2291'MARK ON THE LEFT.  CONTINUE SOUTH ON BIANCO ROAD FOR 0.9 MILE TO
 CZ2291'THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 CZ2291'INTERSECTION AT THE BIANCO ROAD EXIT.
 CZ2291'
 CZ2291'THE STATION MARKS ARE STANDARD DISKS STAMPED BIANCO 2 RM A 1971,
 CZ2291'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CZ2291'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 156 FEET
 CZ2291'SOUTH-SOUTHEAST OF THE SOUTH END GUARD RAIL POST TO BIANCO ROAD
 CZ2291'EXIT AND 104 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 CZ2291'ATTACHED SET IN FENCE.  THE UNDERGROUND DISK IS ABOUT 42 INCHES
 CZ2291'UNDERGROUND.
 CZ2291'
 CZ2291'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
 CZ2291
 CZ2291                          STATION RECOVERY (2007)
 CZ2291
 CZ2291'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0464 ***********************************************************************
 ER0464  DESIGNATION -  BIG
 ER0464  PID         -  ER0464
 ER0464  STATE/COUNTY-  AZ/APACHE
 ER0464  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0464
 ER0464                         *CURRENT SURVEY CONTROL
 ER0464  ___________________________________________________________________
 ER0464* NAD 83(1992)-  34 30 36.51630(N)    109 28 17.86598(W)     ADJUSTED  
 ER0464* NAVD 88     -      1818.3    (meters)    5966.     (feet)  VERTCON   
 ER0464  ___________________________________________________________________
 ER0464  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 ER0464  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0464  HORZ ORDER  -  SECOND
 ER0464
 ER0464.The horizontal coordinates were established by classical geodetic methods
 ER0464.and adjusted by the National Geodetic Survey in August 1993.
 ER0464
 ER0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0464
 ER0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0464
 ER0464.The geoid height was determined by GEOID03.
 ER0464
 ER0464;                    North         East     Units Scale Factor Converg.
 ER0464;SPC AZ E     -   389,456.181   277,178.657   MT  0.99995018   +0 23 37.6
 ER0464;SPC AZ E     - 1,277,743.38    909,378.80   iFT  0.99995018   +0 23 37.6
 ER0464;UTM  12      - 3,819,782.326   640,298.389   MT  0.99984262   +0 51 57.8
 ER0464
 ER0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0464!SPC AZ E     -   0.99971831  x   0.99995018  =   0.99966850
 ER0464!UTM  12      -   0.99971831  x   0.99984262  =   0.99956097
 ER0464
 ER0464|---------------------------------------------------------------------|
 ER0464| PID    Reference Object                     Distance      Geod. Az  |
 ER0464|                                                           dddmmss.s |
 ER0464| CD1626 BIG RM 1                             12.876 METERS 04809     |
 ER0464| ER0498 SHOE                                APPROX. 3.2 KM 2465049.8 |
 ER0464| CD1627 BIG RM 2                             12.948 METERS 30529     |
 ER0464|---------------------------------------------------------------------|
 ER0464
 ER0464                          SUPERSEDED SURVEY CONTROL
 ER0464
 ER0464  NAD 83(1986)-  34 30 36.51504(N)    109 28 17.87407(W) AD(       ) 2
 ER0464  NAD 27      -  34 30 36.39489(N)    109 28 15.48895(W) AD(       ) 2
 ER0464  NGVD 29 (07/19/86) 1817.5    (m)         5963.     (f) VERT ANG    3  
 ER0464
 ER0464.Superseded values are not recommended for survey control.
 ER0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0464.See file dsdata.txt to determine how the superseded data were derived.
 ER0464
 ER0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4029819782(NAD 83)
 ER0464_MARKER: DD = SURVEY DISK
 ER0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0464+STABILITY: SURFACE MOTION
 ER0464
 ER0464  HISTORY     - Date     Condition        Report By
 ER0464  HISTORY     - 1979     MONUMENTED       AZDT
 ER0464
 ER0464                          STATION DESCRIPTION
 ER0464
 ER0464'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0464'THE STATION IS LOCATED ABOUT 6 MILES WEST OF ST. JOHNS AND 700 FEET
 ER0464'NORTH OF ARIZONA HIGHWAY 61 ON TOP OF A SMALL KNOLL.
 ER0464'
 ER0464'THE STATION MARK IS AN ADOT DISK STAMPED---BIG 1979---AND IS SET IN
 ER0464'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 3 FEET SOUTH OF WITNESS
 ER0464'POST.
 ER0464'
 ER0464'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BIG RM 1 1979---AND IS SET
 ER0464'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0464'
 ER0464'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BIG RM 2 1979---AND IS SET
 ER0464'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0464'
 ER0464'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 666, 180 AND 61
 ER0464'IN ST. JOHNS, TRAVEL WEST ALONG ARIZONA HIGHWAY 61 FOR 6.3 MILES TO
 ER0464'MILE POST 380.38 AND A GATE AND CATTLE GUARD ON RIGHT.  CROSS CATTLE
 ER0464'GUARD AND TRAVEL NORTHEAST FOR 0.2 MILE TO A FENCE CORNER.  FOLLOW THE
 ER0464'EAST-WEST FENCE FOR 200 FEET TO TOP OF KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1461 ***********************************************************************
 DA1461  DESIGNATION -  BIG
 DA1461  PID         -  DA1461
 DA1461  STATE/COUNTY-  AZ/MARICOPA
 DA1461  USGS QUAD   -  BIG HORN (1979)
 DA1461
 DA1461                         *CURRENT SURVEY CONTROL
 DA1461  ___________________________________________________________________
 DA1461* NAD 83(1992)-  32 51 52.67971(N)    112 24 26.41977(W)     ADJUSTED  
 DA1461* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 DA1461  ___________________________________________________________________
 DA1461  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 DA1461  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DA1461  HORZ ORDER  -  THIRD
 DA1461
 DA1461.The horizontal coordinates were established by classical geodetic methods
 DA1461.and adjusted by the National Geodetic Survey in August 1993.
 DA1461
 DA1461.The orthometric height was scaled from a topographic map.
 DA1461
 DA1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1461
 DA1461.The geoid height was determined by GEOID03.
 DA1461
 DA1461;                    North         East     Units Scale Factor Converg.
 DA1461;SPC AZ C     -   206,847.134   167,439.575   MT  0.99992599   -0 15 58.6
 DA1461;SPC AZ C     -   678,632.33    549,342.44   iFT  0.99992599   -0 15 58.6
 DA1461;UTM  12      - 3,637,157.989   368,326.394   MT  0.99981378   -0 45 49.7
 DA1461
 DA1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1461!SPC AZ C     -   0.99992244  x   0.99992599  =   0.99984844
 DA1461!UTM  12      -   0.99992244  x   0.99981378  =   0.99973624
 DA1461
 DA1461|---------------------------------------------------------------------|
 DA1461| PID    Reference Object                     Distance      Geod. Az  |
 DA1461|                                                           dddmmss.s |
 DA1461| CH4365 BIG RM 2                             14.594 METERS 02150     |
 DA1461| CH4364 BIG RM 1                             16.057 METERS 07900     |
 DA1461| DA0120 BIG AZ MK                                          1123933.6 |
 DA1461|---------------------------------------------------------------------|
 DA1461
 DA1461                          SUPERSEDED SURVEY CONTROL
 DA1461
 DA1461  NAD 83(1986)-  32 51 52.67053(N)    112 24 26.42280(W) AD(       ) 3
 DA1461  NAD 27      -  32 51 52.51190(N)    112 24 23.89250(W) AD(       ) 3
 DA1461
 DA1461.Superseded values are not recommended for survey control.
 DA1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1461.See file dsdata.txt to determine how the superseded data were derived.
 DA1461
 DA1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6832637158(NAD 83)
 DA1461_MARKER: DS = TRIANGULATION STATION DISK
 DA1461_SETTING: 80 = SET IN A BOULDER
 DA1461_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA1461+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA1461
 DA1461  HISTORY     - Date     Condition        Report By
 DA1461  HISTORY     - 1960     MONUMENTED       CGS
 DA1461  HISTORY     - 1967     GOOD             AMS
 DA1461  HISTORY     - 20071130 GOOD             GEOCAC
 DA1461
 DA1461                          STATION DESCRIPTION
 DA1461
 DA1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1461'THE STATION IS ABOUT 26 MILES WEST OF STANFIELD, 0.85 MILE
 DA1461'NORTHWEST OF THE BIG HORN SERVICE STATION, (ABANDONED) ABOUT
 DA1461'100 YARDS NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE
 DA1461'OF INTERSTATE HIGHWAY 8 AND ABOUT 70 YARDS NORTH OF THE
 DA1461'RIGHT-OF-WAY FENCE ON A ROCKY OUTCROP.
 DA1461'
 DA1461'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO
 DA1461'WEST ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 17.0
 DA1461'MILES TO THE VEKOL ROAD UNDER PASS, CONTINUE WEST ON INTERSTATE
 DA1461'HIGHWAY 8 FOR 8.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DA1461'WEST ON INTERSTATE HIGHWAY 8 FOR 0.9 MILE TO HIGHWAY MILE POST
 DA1461'NO. 139.  FROM HERE PACK NORTH FOR ABOUT 170 YARDS TO THE
 DA1461'FIRST ROCKY OUTCROP AND THE STATION.
 DA1461'
 DA1461'THE STATION MARK, STAMPED BIG 1960, IS A STANDARD DISK CEMENTED
 DA1461'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 DA1461'
 DA1461'REFERENCE MARK NO. 1, STAMPED BIG NO 1 1960, IS A STANDARD
 DA1461'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 DA1461'
 DA1461'REFERENCE MARK NO. 2, STAMPED BIG NO 2 1960, IS A STANDARD
 DA1461'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 DA1461'
 DA1461'THE AZIMUTH MARK, STAMPED BIG 1960, IS A STANDARD DISK SET
 DA1461'IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER
 DA1461'THAT PROJECTS 2 INCHES.  IT IS 0.05 MILE EAST OF THE BIG
 DA1461'HORN SERVICE STATION, (ABANDONED) 96 FEET SOUTH OF THE CENTER
 DA1461'OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 8 AND
 DA1461'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 DA1461
 DA1461                          STATION RECOVERY (1967)
 DA1461
 DA1461'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DA1461'STATION WAS RECOVERED AS DESCRIBED
 DA1461'
 DA1461'DESCRIPTION IS ADEQUATE.
 DA1461'
 DA1461'R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 DA1461'
 DA1461'LISTED DIST R.M. NO 1 = 16.057 METERS
 DA1461'
 DA1461'R.M. NO 2 = 14.594 METERS
 DA1461'
 DA1461'CHECK DIST R.M. NO 1 = 16.040 METERS HOR.
 DA1461'
 DA1461'R.M. NO 2 = 14.573 METERS HOR.
 DA1461
 DA1461                          STATION RECOVERY (2007)
 DA1461
 DA1461'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA1461'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DA1461'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0120 ***********************************************************************
 DA0120  DESIGNATION -  BIG AZ MK
 DA0120  PID         -  DA0120
 DA0120  STATE/COUNTY-  AZ/MARICOPA
 DA0120  USGS QUAD   -  BIG HORN (1979)
 DA0120
 DA0120                         *CURRENT SURVEY CONTROL
 DA0120  ___________________________________________________________________
 DA0120* NAD 83(1986)-  32 51 32.     (N)    112 23 30.     (W)     SCALED    
 DA0120* NAVD 88     -       525.66   (+/-2cm)    1724.6    (feet)  VERTCON   
 DA0120  ___________________________________________________________________
 DA0120  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0120
 DA0120.The horizontal coordinates were scaled from a topographic map and have
 DA0120.an estimated accuracy of +/- 6 seconds.
 DA0120
 DA0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0120.The vertical order pertains to the NGVD 29 superseded value.
 DA0120
 DA0120.The geoid height was determined by GEOID03.
 DA0120
 DA0120;                    North         East    Units  Estimated Accuracy
 DA0120;SPC AZ C     -   206,200.      168,900.      MT  (+/- 180 meters Scaled)
 DA0120
 DA0120                          SUPERSEDED SURVEY CONTROL
 DA0120
 DA0120  NGVD 29 (??/??/92)  524.997  (m)         1722.43   (f) ADJ UNCH    2 0
 DA0120
 DA0120.Superseded values are not recommended for survey control.
 DA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0120.See file dsdata.txt to determine how the superseded data were derived.
 DA0120
 DA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB697365(NAD 83)
 DA0120_MARKER: DZ = AZIMUTH MARK DISK
 DA0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0120_STAMPING: BIG 1960
 DA0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0120+STABILITY: SURFACE MOTION
 DA0120
 DA0120  HISTORY     - Date     Condition        Report By
 DA0120  HISTORY     - 1960     MONUMENTED       CGS
 DA0120
 DA0120                          STATION DESCRIPTION
 DA0120
 DA0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0120'25.1 MI W FROM STANFIELD.
 DA0120'25.1 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84
 DA0120'AND INTERSTATE HIGHWAY 8, 0.05 MILE EAST OF BIG HORN SERVICE STATION
 DA0120'(ABANDONED), 1 FOOT NORTH OF RIGHT-OF-WAY FENCE, 96 FEET SOUTH OF
 DA0120'CENTERLINE OF EASTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE TOP OF
 DA0120'12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0909 ***********************************************************************
 ET0909  DESIGNATION -  BIG BUG
 ET0909  PID         -  ET0909
 ET0909  STATE/COUNTY-  AZ/YAVAPAI
 ET0909  USGS QUAD   -  CLEATOR (1974)
 ET0909
 ET0909                         *CURRENT SURVEY CONTROL
 ET0909  ___________________________________________________________________
 ET0909* NAD 83(1992)-  34 21 42.82571(N)    112 09 49.43865(W)     ADJUSTED  
 ET0909* NAVD 88     -      1292.4    (meters)    4240.     (feet)  VERTCON   
 ET0909  ___________________________________________________________________
 ET0909  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ET0909  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 ET0909  HORZ ORDER  -  SECOND
 ET0909
 ET0909.The horizontal coordinates were established by classical geodetic methods
 ET0909.and adjusted by the National Geodetic Survey in August 1993.
 ET0909
 ET0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0909
 ET0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0909
 ET0909.The geoid height was determined by GEOID03.
 ET0909
 ET0909;                    North         East     Units Scale Factor Converg.
 ET0909;SPC AZ C     -   372,821.047   190,634.332   MT  0.99990636   -0 08 22.0
 ET0909;SPC AZ C     - 1,223,166.16    625,440.72   iFT  0.99990636   -0 08 22.0
 ET0909;UTM  12      - 3,802,896.919   392,986.980   MT  0.99974116   -0 39 24.8
 ET0909
 ET0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0909!SPC AZ C     -   0.99980136  x   0.99990636  =   0.99970774
 ET0909!UTM  12      -   0.99980136  x   0.99974116  =   0.99954257
 ET0909
 ET0909:                Primary Azimuth Mark                     Grid Az
 ET0909:SPC AZ C     -  CORDES JUNCTION                          128 13 04.0
 ET0909:UTM  12      -  CORDES JUNCTION                          128 44 06.8
 ET0909
 ET0909|---------------------------------------------------------------------|
 ET0909| PID    Reference Object                     Distance      Geod. Az  |
 ET0909|                                                           dddmmss.s |
 ET0909| ET0226 CORDES JUNCTION                     APPROX. 5.1 KM 1280442.0 |
 ET0909| CH2716 BIG BUG RM 1                         13.385 METERS 17711     |
 ET0909| CH2717 BIG BUG RM 2                         15.042 METERS 27601     |
 ET0909|---------------------------------------------------------------------|
 ET0909
 ET0909                          SUPERSEDED SURVEY CONTROL
 ET0909
 ET0909  NAD 83(1986)-  34 21 42.82099(N)    112 09 49.43790(W) AD(       ) 2
 ET0909  NAD 27      -  34 21 42.72357(N)    112 09 46.86453(W) AD(       ) 2
 ET0909  NGVD 29 (07/19/86) 1291.7    (m)         4238.     (f) VERT ANG    3  
 ET0909
 ET0909.Superseded values are not recommended for survey control.
 ET0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0909.See file dsdata.txt to determine how the superseded data were derived.
 ET0909
 ET0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9298702897(NAD 83)
 ET0909_MARKER: DD = SURVEY DISK
 ET0909_SETTING: 80 = SET IN A BOULDER
 ET0909_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0909+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0909
 ET0909  HISTORY     - Date     Condition        Report By
 ET0909  HISTORY     - 1969     MONUMENTED       USGS
 ET0909  HISTORY     - 1980     GOOD             AZDT
 ET0909  HISTORY     - 20000622 GOOD             AZDT
 ET0909  HISTORY     - 20080613 GOOD             GEOCAC
 ET0909
 ET0909                          STATION DESCRIPTION
 ET0909
 ET0909'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JJW)
 ET0909'LOCATED ABOUT 4.5 MI. (AIRLINE) SE. OF MAYER.  4 MI. NW. OF CORDES
 ET0909'JUNCTION.  2.5 MI. S. OF COPPER MTN..  ABOUT 0.25 MI. E. OF STATE
 ET0909'HIGHWAY 69.  ON A BALD N.-S. RIDGE.  ABOUT 30 FT. E. OF A DIRT RD.
 ET0909'
 ET0909'TO REACH FROM THE POST OFFICE AT MAYER GO S. FOR 1.3 MI. TO STATE
 ET0909'HIGHWAY 69.  CONTINUE S. ALONG HIGHWAY FOR 2.4 MI. TO DIRT RD. LEFT
 ET0909'ENTERING GAME MANAGEMENT UNIT NO. 19.  CONTINUE ALONG DIRT RD. FOR
 ET0909'0.7 MI. TO Y-RD. RIGHT.  TAKE RIGHT FORK FOR 0.5 MI. TO STATION,
 ET0909'ABOUT 30 FT. W. OF RD.
 ET0909'
 ET0909'STATION MARK--A STANDARD USGS TABLET STAMPED BIG BUG ET 1969
 ET0909'CEMENTED IN A LARGE BOULDER, PROJECTING ABOUT 1 FT.
 ET0909'
 ET0909'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0909'NO 1 1969 ON A COPPERWELD ROD WITH A CONCRETE COLLAR, 3.2 FT. BELOW
 ET0909'STATION MARK.
 ET0909'
 ET0909'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0909'NO 2 1969 ON A COPPERWELD ROD WITH A CONCRETE COLLAR, 1.6 FT. BELOW
 ET0909'STATION MARK.
 ET0909
 ET0909                          STATION RECOVERY (1980)
 ET0909
 ET0909'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0909'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET0909'DESCRIBED IN 1969.  AN ERROR WAS FOUND IN THE ROUTE TO THE STATION AND
 ET0909'A NEW ROUTE TO THE STATION FOLLOWS.
 ET0909'
 ET0909'TO REACH THE STATION FROM THE POST OFFICE IN MAYER, TRAVEL EAST ON
 ET0909'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69, TURN RIGHT AND
 ET0909'TRAVEL SOUTHEAST ALONG SR 69 FOR 3.63 MILES TO A BLADED ROAD LEFT.
 ET0909'TURN LEFT FOR 0.77 MILE TO AN OLD ROAD ON THE RIGHT.  TURN RIGHT AND
 ET0909'GO EAST ALONG THE RIDGE FOR 0.67 MILE TO THE STATION ON THE RIGHT 54
 ET0909'FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 ET0909
 ET0909                          STATION RECOVERY (2000)
 ET0909
 ET0909'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0909'RECOVERED IN GOOD CONDITION.
 ET0909
 ET0909                          STATION RECOVERY (2008)
 ET0909
 ET0909'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0909'RECOVERED STATION MARK , REFERENCE MARK 1, AND REFERENCE MARK 2 IN
 ET0909'GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1895 ***********************************************************************
 DV1895  DESIGNATION -  BIG HORN
 DV1895  PID         -  DV1895
 DV1895  STATE/COUNTY-  AZ/MARICOPA
 DV1895  USGS QUAD   -  LITTLE HORN PEAK (1990)
 DV1895
 DV1895                         *CURRENT SURVEY CONTROL
 DV1895  ___________________________________________________________________
 DV1895* NAD 83(1992)-  33 39 06.05330(N)    113 14 15.27890(W)     ADJUSTED  
 DV1895* NAVD 88     -       585.9    (meters)    1922.     (feet)  VERTCON   
 DV1895  ___________________________________________________________________
 DV1895  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DV1895  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DV1895  HORZ ORDER  -  FIRST
 DV1895
 DV1895.The horizontal coordinates were established by classical geodetic methods
 DV1895.and adjusted by the National Geodetic Survey in August 1993.
 DV1895
 DV1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1895
 DV1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1895
 DV1895.The geoid height was determined by GEOID03.
 DV1895
 DV1895;                    North         East     Units Scale Factor Converg.
 DV1895;SPC AZ C     -   294,805.185    90,840.139   MT  1.00008500   -0 43 55.4
 DV1895;SPC AZ C     -   967,208.61    298,031.95   iFT  1.00008500   -0 43 55.4
 DV1895;SPC AZ W     -   294,150.066   260,889.471   MT  0.99996117   +0 17 02.3
 DV1895;SPC AZ W     -   965,059.27    855,936.58   iFT  0.99996117   +0 17 02.3
 DV1895;UTM  12      - 3,725,782.095   292,504.476   MT  1.00013081   -1 14 25.4
 DV1895
 DV1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1895!SPC AZ C     -   0.99991286  x   1.00008500  =   0.99999785
 DV1895!SPC AZ W     -   0.99991286  x   0.99996117  =   0.99987403
 DV1895!UTM  12      -   0.99991286  x   1.00013081  =   1.00004366
 DV1895
 DV1895|---------------------------------------------------------------------|
 DV1895| PID    Reference Object                     Distance      Geod. Az  |
 DV1895|                                                           dddmmss.s |
 DV1895| CH2719 BIG HORN RM 1                        11.150 METERS 10705     |
 DV1895| DV1893 BIG HORN PEAK                       APPROX. 9.4 KM 1191804.5 |
 DV1895| CH2720 BIG HORN RM 2                        14.698 METERS 18308     |
 DV1895| DV1900 LOS ANGELES PHOENIX AWY BCN 28      APPROX.21.8 KM 2313618.0 |
 DV1895| CH2718 BIG HORN AZ MK                                     2344239.9 |
 DV1895|---------------------------------------------------------------------|
 DV1895
 DV1895                          SUPERSEDED SURVEY CONTROL
 DV1895
 DV1895  NAD 83(1986)-  33 39 06.04636(N)    113 14 15.28590(W) AD(       ) 1
 DV1895  NAD 27      -  33 39 05.92100(N)    113 14 12.59100(W) AD(       ) 1
 DV1895  NGVD 29 (07/19/86)  585.2    (m)         1920.     (f) VERT ANG    3  
 DV1895
 DV1895.Superseded values are not recommended for survey control.
 DV1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1895.See file dsdata.txt to determine how the superseded data were derived.
 DV1895
 DV1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9250425782(NAD 83)
 DV1895_MARKER: DS = TRIANGULATION STATION DISK
 DV1895_SETTING: 66 = SET IN ROCK OUTCROP
 DV1895
 DV1895  HISTORY     - Date     Condition        Report By
 DV1895  HISTORY     - 1948     MONUMENTED       CGS
 DV1895  HISTORY     - 1967     GOOD             AMS
 DV1895
 DV1895                          STATION DESCRIPTION
 DV1895
 DV1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1895'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE SOUTHEAST
 DV1895'OF SALOME AND ABOUT 20 MILES AIRLINE NORTHWEST OF TONOPAH
 DV1895'ON THE HIGHEST POINT OF A BUTTE THAT SLOPES GENTLY TO THE
 DV1895'WEST AND SOUTH AND DROPS OFF ABRUPTLY TO THE NORTH AND EAST.
 DV1895'THE STATION MARK IS SET FLUSH 10 FEET SOUTH OF THE NORTH RIM
 DV1895'AND 4 FEET SOUTHWEST OF A CAIRN.  IT IS STAMPED, BIG HORN
 DV1895'1948.
 DV1895'
 DV1895'REFERENCE MARK NO. 1 PROJECTS 12 INCHES, IS THE SAME ELEVATION
 DV1895'AS THE STATION MARK AND IS SET 10 FEET SOUTH OF THE NORTH RIM.
 DV1895'IT IS STAMPED, BIG HORN NO 1 1948.
 DV1895'
 DV1895'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS 2 FEET LOWER THAN
 DV1895'THE STATION MARK AND IS STAMPED, BIG HORN NO 2 1948.
 DV1895'
 DV1895'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE EAST HEADWALL
 DV1895'OF A CATTLE GUARD WHICH IS 1 FOOT HIGHER THAN THE ROADBED.
 DV1895'IT IS STAMPED, BIG HORN 1948.
 DV1895'
 DV1895'TO REACH THE STATION FROM SALOME.  GO SOUTH AND SOUTHEAST
 DV1895'ON THE ROAD TOWARD YAMPA FOR 24.8 MILES TO A ROAD LEFT AT
 DV1895'THE REMAINS OF AN OLD SIGN.  TURN LEFT, FOLLOW MAIN ROAD 2.9
 DV1895'MILES TO A CATTLE GUARD AND AZIMUTH MARK ON RIGHT.  CONTINUE
 DV1895'1.0 MILE TO A ROAD RIGHT.  TURN RIGHT, FOLLOW ROAD 1.7 MILE
 DV1895'TO END OF TRUCK TRAVEL.  WALK SOUTHERLY UP STEEP SLOPE TO
 DV1895'HIGHEST POINT AND STATION.  A 20 MINUTE PACK.
 DV1895
 DV1895                          STATION RECOVERY (1967)
 DV1895
 DV1895'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (MGJ)
 DV1895'DESCRIPTION ADEQUATE.
 DV1895'
 DV1895'CHECK DIST. TO R.M.S
 DV1895'
 DV1895'R.M. NO. 1 PUB. DIST. = 11.150 METERS CHECK = 11.152 (HOR)
 DV1895'
 DV1895'R.M. NO. 2 PUB. DIST = 14.698 METERS CHECK = 14.700 (HOR)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1467 ***********************************************************************
 DA1467  DESIGNATION -  BIG HORN
 DA1467  PID         -  DA1467
 DA1467  STATE/COUNTY-  AZ/MARICOPA
 DA1467  USGS QUAD   -  ESTRELLA (1979)
 DA1467
 DA1467                         *CURRENT SURVEY CONTROL
 DA1467  ___________________________________________________________________
 DA1467* NAD 83(1992)-  32 54 33.94029(N)    112 24 42.88426(W)     ADJUSTED  
 DA1467* NAVD 88     -       970.82   (+/-2cm)    3185.1    (feet)  VERTCON   
 DA1467  ___________________________________________________________________
 DA1467  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DA1467  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DA1467  HORZ ORDER  -  SECOND
 DA1467  VERT ORDER  -  THIRD ? (See Below)
 DA1467
 DA1467.The horizontal coordinates were established by classical geodetic methods
 DA1467.and adjusted by the National Geodetic Survey in August 1993.
 DA1467
 DA1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1467.The vertical order pertains to the NGVD 29 superseded value.
 DA1467
 DA1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1467
 DA1467.The geoid height was determined by GEOID03.
 DA1467
 DA1467;                    North         East     Units Scale Factor Converg.
 DA1467;SPC AZ C     -   211,816.544   167,034.869   MT  0.99992645   -0 16 08.7
 DA1467;SPC AZ C     -   694,936.17    548,014.66   iFT  0.99992645   -0 16 08.7
 DA1467;UTM  12      - 3,642,130.171   367,964.923   MT  0.99981496   -0 46 02.0
 DA1467
 DA1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1467!SPC AZ C     -   0.99985242  x   0.99992645  =   0.99977888
 DA1467!UTM  12      -   0.99985242  x   0.99981496  =   0.99966740
 DA1467
 DA1467|---------------------------------------------------------------------|
 DA1467| PID    Reference Object                     Distance      Geod. Az  |
 DA1467|                                                           dddmmss.s |
 DA1467| CH4367 BIG HORN RM 2                         5.044 METERS 04047     |
 DA1467| CH4366 BIG HORN RM 1                         3.195 METERS 19547     |
 DA1467| CH6033 ROUTE 84 STA 920+00 POT                            1970248.2 |
 DA1467| CZ1211 T 85                                               2284821.3 |
 DA1467|---------------------------------------------------------------------|
 DA1467
 DA1467                          SUPERSEDED SURVEY CONTROL
 DA1467
 DA1467  NAD 83(1986)-  32 54 33.93136(N)    112 24 42.88743(W) AD(       ) 2
 DA1467  NAD 27      -  32 54 33.77550(N)    112 24 40.34769(W) AD(       ) 2
 DA1467  NGVD 29 (07/19/86)  970.14   (m)         3182.9    (f) LEVELING    3  
 DA1467
 DA1467.Superseded values are not recommended for survey control.
 DA1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1467.See file dsdata.txt to determine how the superseded data were derived.
 DA1467
 DA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6796542130(NAD 83)
 DA1467_MARKER: DS = TRIANGULATION STATION DISK
 DA1467_SETTING: 66 = SET IN ROCK OUTCROP
 DA1467
 DA1467  HISTORY     - Date     Condition        Report By
 DA1467  HISTORY     - 1936     MONUMENTED       CGS
 DA1467  HISTORY     - 1949     POOR             USGS
 DA1467  HISTORY     - 1960     GOOD             CGS
 DA1467
 DA1467                          STATION DESCRIPTION
 DA1467
 DA1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1467'STATION IS ON THE HIGHEST PEAK IN A RANGE OR GROUP OF MOUNTAINS
 DA1467'ABOUT 3 MILES NORTH OF BIGHORN SERVICE STATION WHICH IS 37
 DA1467'MILES WEST OF CASA GRANDE ON STATE HIGHWAY NO. 84.  TO REACH
 DA1467'FROM BIGHORN SERVICE STATION, CONTINUE 4.3 MILES WEST AND
 DA1467'GO NORTHEAST ACROSS COUNTRY.  IT IS ON A HIGH ROCKY HOGBACK,
 DA1467'OVERLOOKING ALL THE MOUNTAINS IN THAT VICINITY EXCEPT ONE
 DA1467'ABOUT 4 MILES TO THE NORTHEAST.  MARKED BY A STANDARD BRONZE
 DA1467'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DA1467'BRONZE DISK, IS 3.200 METERS (10.50 FEET) FROM
 DA1467'STATION.  REFERENCE MARK NO. 2
 DA1467'A STANDARD BRONZE REFERENCE DISK, IS 5.025 METERS
 DA1467'(16.49 FEET) FROM STATION.  THE
 DA1467'AZIMUTH MARK IS U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DA1467'T 85, SET ON THE NORTH SIDE OF HIGHWAY NO. 84 AND ABOUT
 DA1467'0.3 MILE EAST OF THE POINT WHERE THE TRUCK ROUTE LEAVES
 DA1467'THE HIGHWAY TO GO ACROSS COUNTRY TO THE STATION.  THE AZIMUTH
 DA1467'MARK IS ABOUT 3 MILES FROM STATION S 48 DEG 48
 DA1467'MIN W.
 DA1467
 DA1467                          STATION RECOVERY (1949)
 DA1467
 DA1467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA1467'RECOVERED AS DESCRIBED BY NGS.  STATION MARK IN POOR CONDITION.
 DA1467
 DA1467                          STATION RECOVERY (1960)
 DA1467
 DA1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1467'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK,
 DA1467'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  BENCH
 DA1467'MARK T 85, USED AS THE AZIMUTH MARK IN 1936 WAS NOT FOUND.
 DA1467'AN ARIZONA HIGHWAY DEPARTMENT SURVEY HUB WAS USED AS AN AZIMUTH
 DA1467'MARK.  IT IS A 3-INCH ANGLE IRON STAKE WITH THE LEGEND P.O.
 DA1467'T 920-00 PAINTED ON IT.
 DA1467'
 DA1467'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1467'
 DA1467'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 DA1467'84 IN THE EAST PART OF GILA BEND BY GOING EASTERLY ON HIGHWAY
 DA1467'84 FOR 19.0 MILES TO A METAL GATE ON THE LEFT THIS IS 1.7
 DA1467'MILES WEST OF THE BIG HORN SERVICE STATION AND STORE MENTIONED
 DA1467'IN THE 1936 DESCRIPTION, TURN LEFT, PASSING THROUGH GATE,
 DA1467'AND FOLLOW TRACK ROAD NORTHERLY FOR 1.5 MILES TO END OF ROAD
 DA1467'AND END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK
 DA1467'NORTHERLY UP CANYON KEEPING TO THE WEST SIDE OF A DEEP WASH
 DA1467'TO NEAR THE HEAD OF THE CANYON, AT THE HEAD OF THE CANYON
 DA1467'THE STATION HILL IS ALMOST DUE WEST, PACK WEST TO HIGHEST
 DA1467'POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1893 ***********************************************************************
 DV1893  DESIGNATION -  BIG HORN PEAK
 DV1893  PID         -  DV1893
 DV1893  STATE/COUNTY-  AZ/MARICOPA
 DV1893  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1893
 DV1893                         *CURRENT SURVEY CONTROL
 DV1893  ___________________________________________________________________
 DV1893* NAD 83(1992)-  33 36 36.45320(N)    113 08 56.92888(W)     ADJUSTED  
 DV1893* NAVD 88     -              **(meters)            **(feet)            
 DV1893  ___________________________________________________________________
 DV1893  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DV1893  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DV1893  HORZ ORDER  -  THIRD
 DV1893
 DV1893.The horizontal coordinates were established by classical geodetic methods
 DV1893.and adjusted by the National Geodetic Survey in August 1993.
 DV1893
 DV1893
 DV1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1893
 DV1893.The geoid height was determined by GEOID03.
 DV1893
 DV1893;                    North         East     Units Scale Factor Converg.
 DV1893;SPC AZ C     -   290,094.759    98,988.024   MT  1.00006122   -0 40 56.3
 DV1893;SPC AZ C     -   951,754.46    324,763.86   iFT  1.00006122   -0 40 56.3
 DV1893;UTM  12      - 3,720,999.432   300,610.578   MT  1.00009015   -1 11 24.1
 DV1893
 DV1893                          SUPERSEDED SURVEY CONTROL
 DV1893
 DV1893  NAD 83(1986)-  33 36 36.44613(N)    113 08 56.93868(W) AD(       ) 4
 DV1893  NAD 27      -  33 36 36.19400(N)    113 08 54.13800(W) AD(       ) 3
 DV1893
 DV1893.Superseded values are not recommended for survey control.
 DV1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1893.See file dsdata.txt to determine how the superseded data were derived.
 DV1893
 DV1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0061120999(NAD 83)
 DV1893_MARKER: 03 = MOUNTAIN PEAK
 DV1893
 DV1893  HISTORY     - Date     Condition        Report By
 DV1893  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1893
 DV1893                          STATION DESCRIPTION
 DV1893
 DV1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1893'BIG HORN PEAK IS A PROMINENT, STEEP-SIDED, PYRAMID-SHAPED
 DV1893'PEAK WITH A CAIRN ON TOP.  IT IS ON THE NORTH SIDE OF THE
 DV1893'HARQUAHALA PLAINS AND ABOUT 23 MILES SOUTH OF AGUILTHE
 DV1893'HIGHEST PART WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0494 ***********************************************************************
 ER0494  DESIGNATION -  BIG KNOLL RESET
 ER0494  PID         -  ER0494
 ER0494  STATE/COUNTY-  AZ/APACHE
 ER0494  USGS QUAD   -  SALADO (1984)
 ER0494
 ER0494                         *CURRENT SURVEY CONTROL
 ER0494  ___________________________________________________________________
 ER0494* NAD 83(1992)-  34 28 50.49415(N)    109 24 21.68863(W)     ADJUSTED  
 ER0494* NAVD 88     -      1860.0    (meters)    6102.     (feet)  VERTCON   
 ER0494  ___________________________________________________________________
 ER0494  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 ER0494  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 ER0494  HORZ ORDER  -  SECOND
 ER0494
 ER0494.The horizontal coordinates were established by classical geodetic methods
 ER0494.and adjusted by the National Geodetic Survey in August 1993.
 ER0494
 ER0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0494
 ER0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0494
 ER0494.The geoid height was determined by GEOID03.
 ER0494
 ER0494;                    North         East     Units Scale Factor Converg.
 ER0494;SPC AZ E     -   386,232.765   283,227.208   MT  0.99996015   +0 25 50.3
 ER0494;SPC AZ E     - 1,267,167.86    929,223.12   iFT  0.99996015   +0 25 50.3
 ER0494;UTM  12      - 3,816,609.179   646,372.676   MT  0.99986409   +0 54 09.2
 ER0494
 ER0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0494!SPC AZ E     -   0.99971175  x   0.99996015  =   0.99967191
 ER0494!UTM  12      -   0.99971175  x   0.99986409  =   0.99957588
 ER0494
 ER0494:                Primary Azimuth Mark                     Grid Az
 ER0494:SPC AZ E     -  LANE                                     018 39 38.6
 ER0494:UTM  12      -  LANE                                     018 11 19.7
 ER0494
 ER0494|---------------------------------------------------------------------|
 ER0494| PID    Reference Object                     Distance      Geod. Az  |
 ER0494|                                                           dddmmss.s |
 ER0494| ER0462 LANE                                APPROX. 6.2 KM 0190528.9 |
 ER0494| CD1623 BIG KNOLL RM 2                        6.136 METERS 03454     |
 ER0494| CD1622 BIG KNOLL RM 1                        3.351 METERS 15450     |
 ER0494|---------------------------------------------------------------------|
 ER0494
 ER0494                          SUPERSEDED SURVEY CONTROL
 ER0494
 ER0494  NAD 83(1986)-  34 28 50.49306(N)    109 24 21.69656(W) AD(       ) 2
 ER0494  NAD 27      -  34 28 50.36031(N)    109 24 19.32358(W) AD(       ) 2
 ER0494  NGVD 29 (07/19/86) 1859.2    (m)         6100.     (f) VERT ANG    3  
 ER0494
 ER0494.Superseded values are not recommended for survey control.
 ER0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0494.See file dsdata.txt to determine how the superseded data were derived.
 ER0494
 ER0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4637316609(NAD 83)
 ER0494_MARKER: DD = SURVEY DISK
 ER0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0494+STABILITY: SURFACE MOTION
 ER0494
 ER0494  HISTORY     - Date     Condition        Report By
 ER0494  HISTORY     - 1954     MONUMENTED       USGS
 ER0494
 ER0494                          STATION DESCRIPTION
 ER0494
 ER0494'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 ER0494'THE STATION IS LOCATED 2 MILES WEST AND 1.8 MILES SOUTH OF THE HIGH
 ER0494'SCHOOL IN ST. JOHNS.  IT IS ON TOP OF A SMALL LAVA HILL WHICH IS
 ER0494'SPARCELY COVERED WITH GRASS.
 ER0494'
 ER0494'THE STATION MARK IS A USGS DISK STAMPED---BIG KNOLL 1954 1958---AND IS
 ER0494'SET IN TOP OF A CONCRETE POST.
 ER0494'
 ER0494'REFERENCE MARK 1 IS A USGS DISK STAMPED---RM 1 1954---AND IS SET IN A
 ER0494'DRILL HOLE IN A BOULDER.
 ER0494'
 ER0494'REFERENCE MARK 2 IS A USGS DISK STAMPED---RM 2 1954---AND IS SET IN A
 ER0494'DRILL HOLE IN A BOULDER.
 ER0494'
 ER0494'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 180, 666 AND 61 IN
 ER0494'ST. JOHNS, TRAVEL WEST ALONG ARIZONA HIGHWAY 61 FOR 2.35 MILES TO MILE
 ER0494'POST 366.5.  TURN LEFT AND TRAVEL SOUTH ALONG A PAVED ROAD FOR 0.65
 ER0494'MILE TO END OF PAVEMENT AT A CATTLE GUARD, CONTINUE SOUTH ON DIRT ROAD
 ER0494'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  CROSS IRRIGATION DITCH AND TRAVEL
 ER0494'0.1 MILE TO A GATE.  PASS THROUGH GATE AND GO STRAIGHT AHEAD FOR 0.1
 ER0494'MILE TO A FORK AND CONCRETE IRRIGATION DITCH.  TURN LEFT AND TRAVEL
 ER0494'PARALLEL WITH DITCH FOR 0.2 MILE TO A 3-WAY FORK AT END OF DITCH.
 ER0494'TAKE MIDDLE FORK AND TRAVEL 0.1 MILE TO A FORK, TAKE LEFT FORK AND
 ER0494'TRAVEL 0.25 MILE TO TOP OF SMALL HILL AND A BARB WIRE FENCE.  PACE IN
 ER0494'A SOUTHERLY DIRECTION ABOUT 600 FEET TO TOP OF KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0731 ***********************************************************************
 DT0731  DESIGNATION -  BIG LAKE
 DT0731  PID         -  DT0731
 DT0731  STATE/COUNTY-  AZ/APACHE
 DT0731  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0731
 DT0731                         *CURRENT SURVEY CONTROL
 DT0731  ___________________________________________________________________
 DT0731* NAD 83(1992)-  33 51 43.89462(N)    109 23 28.43593(W)     ADJUSTED  
 DT0731* NAVD 88     -      2872.     (meters)    9423.     (feet)  SCALED    
 DT0731  ___________________________________________________________________
 DT0731  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DT0731  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0731  HORZ ORDER  -  SECOND
 DT0731
 DT0731.The horizontal coordinates were established by classical geodetic methods
 DT0731.and adjusted by the National Geodetic Survey in August 1993.
 DT0731
 DT0731.The orthometric height was scaled from a topographic map.
 DT0731
 DT0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0731
 DT0731.The geoid height was determined by GEOID03.
 DT0731
 DT0731;                    North         East     Units Scale Factor Converg.
 DT0731;SPC AZ E     -   317,640.199   285,107.486   MT  0.99996344   +0 25 55.5
 DT0731;SPC AZ E     - 1,042,126.64    935,392.01   iFT  0.99996344   +0 25 55.5
 DT0731;UTM  12      - 3,748,040.662   648,813.172   MT  0.99987300   +0 53 47.6
 DT0731
 DT0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0731!SPC AZ E     -   0.99955283  x   0.99996344  =   0.99951629
 DT0731!UTM  12      -   0.99955283  x   0.99987300  =   0.99942589
 DT0731
 DT0731                          SUPERSEDED SURVEY CONTROL
 DT0731
 DT0731  NAD 83(1986)-  33 51 43.89385(N)    109 23 28.44032(W) AD(       ) 2
 DT0731  NAD 27      -  33 51 43.71600(N)    109 23 26.13050(W) AD(       ) 2
 DT0731
 DT0731.Superseded values are not recommended for survey control.
 DT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0731.See file dsdata.txt to determine how the superseded data were derived.
 DT0731
 DT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4881348041(NAD 83)
 DT0731_MARKER: DD = SURVEY DISK
 DT0731_SETTING: 80 = SET IN A BOULDER
 DT0731_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DT0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0731+STABILITY: SURFACE MOTION
 DT0731
 DT0731  HISTORY     - Date     Condition        Report By
 DT0731  HISTORY     - 1958     MONUMENTED       USGS
 DT0731
 DT0731                          STATION DESCRIPTION
 DT0731
 DT0731'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DT0731'A GEOLOGICAL SURVEY BENCH MARK, NO STAMPING.
 DT0731'IT IS A STANDARD DISC SET IN A DRILL
 DT0731'HOLE IN AN IRREGULAR SHAPED BOULDER UNDER THE LOOKOUT TOWER,
 DT0731'IT PROJECTS ABOUT 3 FEET AND IS 6 FEET NORTHWEST OF THE
 DT0731'SOUTHEAST LEG OF THE TOWER.
 DT0731'
 DT0731'TO REACH FROM THE POST OFFICE IN MC NARY, GO NORTH FOR 1 BLOCK
 DT0731'TO STATE HIGHWAY 73, TURN RIGHT, EAST, ON HIGHWAY 73 AND
 DT0731'GO 17.15 MILES TO A T ROAD RIGHT, STATE HIGHWAY 273, TURN
 DT0731'RIGHT AND GO SOUTH ON GRADED ROAD FOR 8.5 MILES TO A FORKS
 DT0731'AT SHEEP CROSSING, KEEP LEFT AND GO SOUTHERLY FOR 4.8 MILES
 DT0731'TO A FORK AND SIGN, MAVERICK 21, KEEP LEFT FORK AND GO 2.35
 DT0731'MILES TO A FORK, TAKE RIGHT FORK AND GO 2.45 MILES TO A T ROAD
 DT0731'RIGHT, KEEP LEFT STRAIGHT AHEAD AND GO 0.65 MILE TO A FORK,
 DT0731'SIGN, CONCLIN RIDGE ROAD,
 DT0731'KEEP LEFT STRAIGHT AHEAD FOR 0.7 MILE TO A T
 DT0731'JUNCTION, TURN RIGHT AT SIGN, BUFFALO CROSSING 10, AND GO
 DT0731'0.15 MILE TO LOGGING ROAD, CROSS LOGGING ROAD AND GO SOUTH
 DT0731'FOR 0.25 MILE TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD
 DT0731'SOUTH FOR 0.6 MILE TO A FORK AND SIGN, BIG LAKE L.O., TAKE
 DT0731'RIGHT FORK AND GO 0.15 MILE TO A FORK, TAKE RIGHT FORK
 DT0731'AND GO 1.1 MILE TO END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0733 ***********************************************************************
 DT0733  DESIGNATION -  BIG LAKE
 DT0733  PID         -  DT0733
 DT0733  STATE/COUNTY-  AZ/APACHE
 DT0733  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0733
 DT0733                         *CURRENT SURVEY CONTROL
 DT0733  ___________________________________________________________________
 DT0733* NAD 83(1992)-  33 51 44.03284(N)    109 23 29.21827(W)     ADJUSTED  
 DT0733* NAVD 88     -      2872.1    (meters)    9423.     (feet)  VERTCON   
 DT0733  ___________________________________________________________________
 DT0733  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DT0733  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0733  HORZ ORDER  -  SECOND
 DT0733
 DT0733.The horizontal coordinates were established by classical geodetic methods
 DT0733.and adjusted by the National Geodetic Survey in August 1993.
 DT0733
 DT0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0733
 DT0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0733
 DT0733.The geoid height was determined by GEOID03.
 DT0733
 DT0733;                    North         East     Units Scale Factor Converg.
 DT0733;SPC AZ E     -   317,644.305   285,087.346   MT  0.99996340   +0 25 55.1
 DT0733;SPC AZ E     - 1,042,140.11    935,325.94   iFT  0.99996340   +0 25 55.1
 DT0733;UTM  12      - 3,748,044.605   648,793.001   MT  0.99987293   +0 53 47.2
 DT0733
 DT0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0733!SPC AZ E     -   0.99955284  x   0.99996340  =   0.99951626
 DT0733!UTM  12      -   0.99955284  x   0.99987293  =   0.99942583
 DT0733
 DT0733|---------------------------------------------------------------------|
 DT0733| PID    Reference Object                     Distance      Geod. Az  |
 DT0733|                                                           dddmmss.s |
 DT0733| DT0732 BIG LAKE LOOKOUT TOWER               21.150 METERS 09737     |
 DT0733| DT0731 BIG LAKE                             20.555 METERS 10157     |
 DT0733| CD1625 BIG LAKE RM 2                         6.111 METERS 18608     |
 DT0733| CD1624 BIG LAKE AZ MK                                     3465216.7 |
 DT0733|---------------------------------------------------------------------|
 DT0733
 DT0733                          SUPERSEDED SURVEY CONTROL
 DT0733
 DT0733  NAD 83(1986)-  33 51 44.03207(N)    109 23 29.22266(W) AD(       ) 2
 DT0733  NAD 27      -  33 51 43.85420(N)    109 23 26.91280(W) AD(       ) 2
 DT0733  NGVD 29 (07/19/86) 2870.9    (m)         9419.     (f) VERT ANG    3  
 DT0733
 DT0733.Superseded values are not recommended for survey control.
 DT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0733.See file dsdata.txt to determine how the superseded data were derived.
 DT0733
 DT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4879348045(NAD 83)
 DT0733_MARKER: DS = TRIANGULATION STATION DISK
 DT0733_SETTING: 0 = UNSPECIFIED SETTING
 DT0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0733+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 DT0733
 DT0733  HISTORY     - Date     Condition        Report By
 DT0733  HISTORY     - 1958     MONUMENTED       CGS
 DT0733  HISTORY     - 1967     GOOD             AMS
 DT0733  HISTORY     - 1967     GOOD             CGS
 DT0733  HISTORY     - 20080526 GOOD             GEOCAC
 DT0733
 DT0733                          STATION DESCRIPTION
 DT0733
 DT0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0733'STATION IS LOCATED ABOUT 20 MILES SOUTH-SOUTHWEST OF SPRINGERVILLE,
 DT0733'12 MILES NORTHEAST OF MAVERICK, ON THE SAME HILL AS BIG LAKE
 DT0733'LOOKOUT TOWER IN THE APACHE NATIONAL FOREST.  IT IS A STANDARD
 DT0733'DISC BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE WHICH
 DT0733'PROJECTS 14 INCHES, 15 FEET EAST OF THE WEST EDGE OF CLIFF,
 DT0733'10 FEET SOUTH OF NORTH EDGE OF CLIFF, 4 FEET LOWER THAN THE
 DT0733'HIGHEST POINT AND IS STAMPED BIG LAKE 1958.
 DT0733'
 DT0733'A GEOLOGICAL SURVEY BENCH MARK, NO STAMPING, WAS USED AS
 DT0733'REFERENCE MARK NUMBER 1.  IT IS A STANDARD DISC SET IN A DRILL
 DT0733'HOLE IN AN IRREGULAR SHAPED BOULDER UNDER THE LOOKOUT TOWER,
 DT0733'IT PROJECTS ABOUT 3 FEET AND IS 6 FEET NORTHWEST OF THE
 DT0733'SOUTHEAST LEG OF THE TOWER.
 DT0733'
 DT0733'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN A DRILL HOLE
 DT0733'IN CAP ROCK WHICH IS ABOUT 5 FEET LOWER THAN THE STATION.
 DT0733'IT IS A ROUND SHAPED ROCK ABOUT 6 FEET IN DIAMETER, SEPERATED
 DT0733'FROM THE MAIN RIDGE AND FORMS PART OF A 20 FOOT CLIFF.  IT
 DT0733'IS STAMPED BIG LAKE NO 2 1958.
 DT0733'
 DT0733'AZIMUTH MARK IS A STANDARD DISC SET IN A DRILL HOLE IN A BOULDER
 DT0733'WHICH PROJECTS 3 INCHES.  IT IS 240 FEET WEST OF BIG LAKE
 DT0733'ROAD, 75 FEET NORTH OF CONCLIN RIDGE ROAD, 4 FEET SOUTH OF
 DT0733'A WITNESS POST AND IS STAMPED BIG LAKE 1958.
 DT0733'
 DT0733'TO REACH FROM THE POST OFFICE IN MC NARY, GO NORTH FOR 1 BLOCK
 DT0733'TO STATE HIGHWAY 73, TURN RIGHT, EAST, ON HIGHWAY 73 AND
 DT0733'GO 17.15 MILES TO A T ROAD RIGHT, STATE HIGHWAY 273, TURN
 DT0733'RIGHT AND GO SOUTH ON GRADED ROAD FOR 8.5 MILES TO A FORKS
 DT0733'AT SHEEP CROSSING, KEEP LEFT AND GO SOUTHERLY FOR 4.8 MILES
 DT0733'TO A FORK AND SIGN, MAVERICK 21, KEEP LEFT FORK AND GO 2.35
 DT0733'MILES TO A FORK, TAKE RIGHT FORK AND GO 2.45 MILES TO A T ROAD
 DT0733'RIGHT, KEEP LEFT STRAIGHT AHEAD AND GO 0.65 MILE TO A FORK,
 DT0733'SIGN, CONCLIN RIDGE ROAD, THE AZIMUTH IS TO THE RIGHT AS
 DT0733'DESCRIBED, KEEP LEFT STRAIGHT AHEAD FOR 0.7 MILE TO A T
 DT0733'JUNCTION, TURN RIGHT AT SIGN, BUFFALO CROSSING 10, AND GO
 DT0733'0.15 MILE TO LOGGING ROAD, CROSS LOGGING ROAD AND GO SOUTH
 DT0733'FOR 0.25 MILE TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD
 DT0733'SOUTH FOR 0.6 MILE TO A FORK AND SIGN, BIG LAKE L.O., TAKE
 DT0733'RIGHT FORK AND GO 0.15 MILE TO A FORK, TAKE RIGHT FORK
 DT0733'AND GO 1.1 MILE TO END OF TRUCK TRAVEL.  PACK UP STEPS TO
 DT0733'TOWER, THENCE WEST OUT RIDGE ABOUT 25 YARDS TO STATION AS
 DT0733'DESCRIBED.
 DT0733
 DT0733                          STATION RECOVERY (1967)
 DT0733
 DT0733'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0733'STATION BIG LAKE IS LOCATED APPROXIMATELY 12.0 AIRMILES (NE)
 DT0733'OF MAVERICK AND APPROXIMATELY 28.5 AIRMILES (SE) OF MC NARY,
 DT0733'ARIZONA.
 DT0733'
 DT0733'TO REACH FROM POST OFFICE IN MC NARY GO (N) FOR ONE BLOCK TO
 DT0733'JCT. TURN RIGHT (E) ON HWY 73 AND GO 17.1 MI TO JCT OF HWY
 DT0733'73 AND 273, TURN RIGHT (S), FOLLOW HWY 273 FOR 19.2 MI TO A
 DT0733'FORK AND SIGN CONKLIN RIDGE RD AND AZIMUTH MARK, CONTINUE
 DT0733'STRAIGHT ON HWY 273 FOR 0.8 MI TO JCT AND A SIGN SPRINGERVILLE
 DT0733'23, BUFFALO CROSSING 10, AT THIS POINT TURN RIGHT (W) LEAVING
 DT0733'HWY 273 AND GO 0.4 MI TO ROAD ON LEFT AND SIGN THREE FORKS,
 DT0733'ALPINE, CONTINUE STRAIGHT FOR 0.6 MI TO A Y AND SIGN BIG LAKE
 DT0733'LOOKOUT, TURN RIGHT (SW) AND GO 0.1 MI TO A SECOND Y AND SIGN
 DT0733'BIG LAKE LOOKOUT, TURN RIGHT (W) AND GO 1.2 MI TO END OF
 DT0733'TRUCK TRAVEL.  PACK UP STEPS TO LOOKOUT TOWER AND THEN (W)
 DT0733'FOR APPROXIMATELY 20M TO STATION SITE.  PACK TIME 2 MIN.
 DT0733'
 DT0733'THE STATION IS LOCATED AT THE (W) END OF A BRUSHY E-W RIDGE
 DT0733'WITH LOOKOUT TOWER ON THE EAST END.
 DT0733'
 DT0733'THE STATION IS A STANDARD USC AND GS TRIANGULATION STATION
 DT0733'BRONZE DISK BRAZED TO THE TOP OF A 1-1/2 GALVANIZED PIPE
 DT0733'PROTRUDING 14 IN AND STAMPED BIG LAKE 1958.
 DT0733'
 DT0733'A GEOLOGICAL SURVEY BM WITH NO STAMPING WAS USED AS RM 1.
 DT0733'IT IS CEMENTED IN A LARGE BOULDER PROTRUDING 3 FT AND IS
 DT0733'LOCATED NEAR THE (SW) LEG OF THE LOOKOUT TOWER.  FROM
 DT0733'THE STATION IT IS (E) ON A MAG AZ OF 101 DEG AT A DISTANCE
 DT0733'OF 20.560M AND A DE OF -0.12M.
 DT0733'
 DT0733'R.M. 2 IS A STANDARD USC AND GS R.M. DISK CEMENTED IN A
 DT0733'LARGE BOULDER APART FROM THE MAIN RIDGE AND STAMPED BIG LAKE
 DT0733'NO 2 1958.  FROM THE STATION IT IS (S) ON A NAG AZ OF 186 DEG
 DT0733'AT A DISTANCE OF 6.125M AND A DE OF -2.08M.
 DT0733'
 DT0733'AZ MK IS LOCATED AT THE INTERSECTION OF HWY 273 AND CONKLIN
 DT0733'RIDGE RD.  IT IS LOCATED 240 FT (W) OF HWY 273 (BIG LAKE RD)
 DT0733
 DT0733                          STATION RECOVERY (1967)
 DT0733
 DT0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DT0733'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DT0733'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DT0733'GOOD CONDITION.
 DT0733'
 DT0733'THE 1958 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DT0733'
 DT0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 DT0733'SOUTH-SOUTHWEST OF SPRINGERVILLE, 12 MILES NORTH-NORTHEAST OF
 DT0733'MAVERICK AND ON THE SAME HILL AS THE BIG LAKE LOOKOUT TOWER.
 DT0733
 DT0733                          STATION RECOVERY (2008)
 DT0733
 DT0733'RECOVERY NOTE BY GEOCACHING 2008 (DJH)
 DT0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0732 ***********************************************************************
 DT0732  DESIGNATION -  BIG LAKE LOOKOUT TOWER
 DT0732  PID         -  DT0732
 DT0732  STATE/COUNTY-  AZ/APACHE
 DT0732  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0732
 DT0732                         *CURRENT SURVEY CONTROL
 DT0732  ___________________________________________________________________
 DT0732* NAD 83(1992)-  33 51 43.94191(N)    109 23 28.40268(W)     ADJUSTED  
 DT0732* NAVD 88     -              **(meters)            **(feet)            
 DT0732  ___________________________________________________________________
 DT0732  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DT0732  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0732  HORZ ORDER  -  THIRD
 DT0732
 DT0732.The horizontal coordinates were established by classical geodetic methods
 DT0732.and adjusted by the National Geodetic Survey in August 1993.
 DT0732
 DT0732
 DT0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0732
 DT0732.The geoid height was determined by GEOID03.
 DT0732
 DT0732;                    North         East     Units Scale Factor Converg.
 DT0732;SPC AZ E     -   317,641.662   285,108.329   MT  0.99996344   +0 25 55.5
 DT0732;SPC AZ E     - 1,042,131.44    935,394.78   iFT  0.99996344   +0 25 55.5
 DT0732;UTM  12      - 3,748,042.132   648,814.003   MT  0.99987301   +0 53 47.7
 DT0732
 DT0732                          SUPERSEDED SURVEY CONTROL
 DT0732
 DT0732  NAD 83(1986)-  33 51 43.93834(N)    109 23 28.40603(W) AD(       ) 4
 DT0732  NAD 27      -  33 51 43.76000(N)    109 23 26.09200(W) AD(       ) 3
 DT0732
 DT0732.Superseded values are not recommended for survey control.
 DT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0732.See file dsdata.txt to determine how the superseded data were derived.
 DT0732
 DT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4881448042(NAD 83)
 DT0732_MARKER: 57 = LOOKOUT TOWER
 DT0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0732+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 DT0732
 DT0732  HISTORY     - Date     Condition        Report By
 DT0732  HISTORY     - 1958     FIRST OBSERVED   CGS
 DT0732  HISTORY     - 20080526 GOOD             GEOCAC
 DT0732
 DT0732                          STATION DESCRIPTION
 DT0732
 DT0732'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2130 ***********************************************************************
 DU2130  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2130  DESIGNATION -  BIG MAX
 DU2130  PID         -  DU2130
 DU2130  STATE/COUNTY-  AZ/PINAL
 DU2130  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2130
 DU2130                         *CURRENT SURVEY CONTROL
 DU2130  ___________________________________________________________________
 DU2130* NAD 83(2007)-  33 12 16.43939(N)    111 43 09.66766(W)     ADJUSTED  
 DU2130* NAVD 88     -       461.21   (meters)    1513.2    (feet)  GPS OBS   
 DU2130  ___________________________________________________________________
 DU2130  EPOCH DATE  -        2007.00
 DU2130  X           -  -1,977,028.281 (meters)                     COMP
 DU2130  Y           -  -4,963,172.438 (meters)                     COMP
 DU2130  Z           -   3,473,200.353 (meters)                     COMP
 DU2130  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DU2130  ELLIP HEIGHT-         431.491 (meters)          (02/10/07) ADJUSTED
 DU2130  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU2130
 DU2130  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2130  Type    PID    Designation                      North   East  Ellip
 DU2130  -------------------------------------------------------------------
 DU2130  NETWORK DU2130 BIG MAX                           0.41   0.33   0.96
 DU2130  -------------------------------------------------------------------
 DU2130
 DU2130.The horizontal coordinates were established by GPS observations
 DU2130.and adjusted by the National Geodetic Survey in February 2007.
 DU2130
 DU2130.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2130.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2130.The horizontal coordinates are valid at the epoch date displayed above.
 DU2130.The epoch date for horizontal control is a decimal equivalence
 DU2130.of Year/Month/Day.
 DU2130
 DU2130.The orthometric height was determined by GPS observations and a
 DU2130.high-resolution geoid model.
 DU2130.The orthometric height was determined by GPS observations and a
 DU2130.high-resolution geoid model using precise GPS observation and
 DU2130.processing techniques.
 DU2130
 DU2130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2130
 DU2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2130
 DU2130.The ellipsoidal height was determined by GPS observations
 DU2130.and is referenced to NAD 83.
 DU2130
 DU2130.The geoid height was determined by GEOID03.
 DU2130
 DU2130;                    North         East     Units Scale Factor Converg.
 DU2130;SPC AZ C     -   244,454.328   231,755.183   MT  0.99990417   +0 06 29.0
 DU2130;SPC AZ C     -   802,015.51    760,351.65   iFT  0.99990417   +0 06 29.0
 DU2130;UTM  12      - 3,674,196.067   432,955.913   MT  0.99965542   -0 23 38.2
 DU2130
 DU2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2130!SPC AZ C     -   0.99993226  x   0.99990417  =   0.99983644
 DU2130!UTM  12      -   0.99993226  x   0.99965542  =   0.99958770
 DU2130
 DU2130|---------------------------------------------------------------------|
 DU2130| PID    Reference Object                     Distance      Geod. Az  |
 DU2130|                                                           dddmmss.s |
 DU2130| CH4368 BIG MAX RM 1                         11.318 METERS 08140     |
 DU2130| DU2131 GILA BUTTE                          APPROX.14.4 KM 2475338.4 |
 DU2130| CH4369 BIG MAX RM 2                          6.129 METERS 35035     |
 DU2130|---------------------------------------------------------------------|
 DU2130
 DU2130                          SUPERSEDED SURVEY CONTROL
 DU2130
 DU2130  NAD 83(1992)-  33 12 16.43859(N)    111 43 09.66665(W) AD(       ) A
 DU2130  ELLIP H (01/27/00)  431.519  (m)                       GP(       ) 1 1
 DU2130  NAD 83(1992)-  33 12 16.43850(N)    111 43 09.66734(W) AD(       ) 2
 DU2130  NAD 83(1986)-  33 12 16.43237(N)    111 43 09.67039(W) AD(       ) 2
 DU2130  NAD 27      -  33 12 16.24053(N)    111 43 07.18676(W) AD(       ) 2
 DU2130  NGVD 29 (07/19/86)  460.5    (m)         1511.     (f) VERT ANG    3  
 DU2130
 DU2130.Superseded values are not recommended for survey control.
 DU2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2130.See file dsdata.txt to determine how the superseded data were derived.
 DU2130
 DU2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3295674196(NAD 83)
 DU2130_MARKER: DU = BOUNDARY MARKER
 DU2130_SETTING: 0 = UNSPECIFIED SETTING
 DU2130_STAMPING: AZDT BIG MAX 1975 P AND M GEODETIC SURVEY
 DU2130_MARK LOGO: AZDT  
 DU2130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2130+STABILITY: SURFACE MOTION
 DU2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2130+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DU2130
 DU2130  HISTORY     - Date     Condition        Report By
 DU2130  HISTORY     - 1975     MONUMENTED       AZDT
 DU2130  HISTORY     - 19981006 SEE DESCRIPTION  AZ-013
 DU2130  HISTORY     - 20000407 GOOD             MCDOT
 DU2130  HISTORY     - 20060824 GOOD             GEOCAC
 DU2130
 DU2130                          STATION DESCRIPTION
 DU2130
 DU2130'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2130'THE STATION IS ABOUT 5.8 MILES WEST SOUTHWEST OF QUEEN CREEK
 DU2130'AND 9.7 MILES EAST SOUTHEAST OF CHANDLER AND IS LOCATED ON A
 DU2130'SMALL ROCKY HILL ABOUT 400 FEET SOUTHEAST OF THE JUNCTION OF
 DU2130'HUNT HIGHWAY AND HIGLEY ROAD.
 DU2130'
 DU2130'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BIG MAX
 DU2130'1975 AND IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP.  THE
 DU2130'STATION IS ON THE NORTHWEST CORNER OF A SMALL ROCKY HILL.
 DU2130'
 DU2130'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2130'BIG MAX 1975 AND IS EPOXIED TO A ROCK OUTCROP.
 DU2130'
 DU2130'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2130'2 BIG MAX 1975 AND IS EPOXIED TO A ROCK OUTCROP.
 DU2130'
 DU2130'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87-93
 DU2130'AND U.S. HIGHWAY 60, 70, 80, 89 IN MESA, TRAVEL EAST ON U.S. HIGHWAY
 DU2130'60, 70, 80, 89 FOR 7 MILES TO HIGLEY ROAD, TURN SOUTH ON HIGLEY
 DU2130'ROAD AND GO SOUTH FOR 14.5 MILES TO THE INTERSECTION OF HUNT
 DU2130'HIGHWAY AND HIGLEY ROAD.  THE STATION IS ON A SMALL ROCKY HILL
 DU2130'ABOUT 400 FEET SOUTHEAST OF INTERSECTION.  ABOUT A 5 MINUTE
 DU2130'PACK.
 DU2130'
 DU2130'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2130
 DU2130                          STATION RECOVERY (1998)
 DU2130
 DU2130'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU2130'NEAR CHANDLER HEIGHTS, ARIZONA.  RECOVERED AS DESCRIBED.
 DU2130
 DU2130                          STATION RECOVERY (2000)
 DU2130
 DU2130'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 DU2130'RECOVERED AS DESCRIBED.
 DU2130
 DU2130                          STATION RECOVERY (2006)
 DU2130
 DU2130'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0844 ***********************************************************************
 ES0844  DESIGNATION -  BIG PINE
 ES0844  PID         -  ES0844
 ES0844  STATE/COUNTY-  AZ/COCONINO
 ES0844  USGS QUAD   -  QUAYLE HILL (1971)
 ES0844
 ES0844                         *CURRENT SURVEY CONTROL
 ES0844  ___________________________________________________________________
 ES0844* NAD 83(1992)-  34 37 39.55115(N)    111 07 23.81445(W)     ADJUSTED  
 ES0844* NAVD 88     -      2089.4    (meters)    6855.     (feet)  VERTCON   
 ES0844  ___________________________________________________________________
 ES0844  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 ES0844  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0844  HORZ ORDER  -  SECOND
 ES0844
 ES0844.The horizontal coordinates were established by classical geodetic methods
 ES0844.and adjusted by the National Geodetic Survey in August 1993.
 ES0844
 ES0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0844
 ES0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0844
 ES0844.The geoid height was determined by GEOID03.
 ES0844
 ES0844;                    North         East     Units Scale Factor Converg.
 ES0844;SPC AZ C     -   402,557.451   286,106.762   MT  0.99996521   +0 27 03.1
 ES0844;SPC AZ C     - 1,320,726.55    938,670.48   iFT  0.99996521   +0 27 03.1
 ES0844;UTM  12      - 3,831,759.384   488,699.608   MT  0.99960157   -0 04 12.2
 ES0844
 ES0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0844!SPC AZ C     -   0.99967582  x   0.99996521  =   0.99964104
 ES0844!UTM  12      -   0.99967582  x   0.99960157  =   0.99927752
 ES0844
 ES0844:                Primary Azimuth Mark                     Grid Az
 ES0844:SPC AZ C     -  MACKS                                    066 54 58.9
 ES0844:UTM  12      -  MACKS                                    067 26 14.2
 ES0844
 ES0844|---------------------------------------------------------------------|
 ES0844| PID    Reference Object                     Distance      Geod. Az  |
 ES0844|                                                           dddmmss.s |
 ES0844| ES0866 MACKS                               APPROX. 1.0 KM 0672202.0 |
 ES0844| ES0869 NATIONAL                            APPROX. 0.9 KM 2634324.9 |
 ES0844|---------------------------------------------------------------------|
 ES0844
 ES0844                          SUPERSEDED SURVEY CONTROL
 ES0844
 ES0844  NAD 83(1986)-  34 37 39.54437(N)    111 07 23.81840(W) AD(       ) 2
 ES0844  NGVD 29 (07/10/87) 2088.5    (m)         6852.     (f) VERT ANG    3  
 ES0844
 ES0844.Superseded values are not recommended for survey control.
 ES0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0844.See file dsdata.txt to determine how the superseded data were derived.
 ES0844
 ES0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8870031759(NAD 83)
 ES0844_MARKER: DS = TRIANGULATION STATION DISK
 ES0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0844+STABILITY: SURFACE MOTION
 ES0844
 ES0844  HISTORY     - Date     Condition        Report By
 ES0844  HISTORY     - 1981     MONUMENTED       AZDT
 ES0844  HISTORY     - 19980813 GOOD             USPSQD
 ES0844  HISTORY     - 20080723 GOOD             GEOCAC
 ES0844
 ES0844                          STATION DESCRIPTION
 ES0844
 ES0844'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0844'THE STATION IS LOCATED 4 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0844'STATION ALONG ARIZONA HIGHWAY 87.
 ES0844'
 ES0844'THE STATION MARK IS AN AZDT DISK STAMPED---BIG PINE 1981---SET IN
 ES0844'TOP OF A 10 INCH CONCRETE MONUMENT 60 FEET SOUTH OF THE CENTERLINE OF
 ES0844'THE HIGHWAY AND 4 FEET SOUTHWEST OF A CAIRN.
 ES0844'
 ES0844'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0844'
 ES0844'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0844'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0844'CONTINUE NORTH ALONG THE HIGHWAY FOR 3.8 MILES TO A TRAIL ROAD LEADING
 ES0844'SOUTH, CONTINUE NORTH ALONG THE HIGHWAY FOR 0.2 MILE TO THE STATION ON
 ES0844'THE RIGHT AT MILEPOST 303.7.
 ES0844
 ES0844                          STATION RECOVERY (1998)
 ES0844
 ES0844'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0844'RECOVERED IN GOOD CONDITION.
 ES0844
 ES0844                          STATION RECOVERY (2008)
 ES0844
 ES0844'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1345 ***********************************************************************
 FS1345  DESIGNATION -  BIG VALLEY
 FS1345  PID         -  FS1345
 FS1345  STATE/COUNTY-  AZ/MOHAVE
 FS1345  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1345
 FS1345                         *CURRENT SURVEY CONTROL
 FS1345  ___________________________________________________________________
 FS1345* NAD 83(1992)-  35 25 10.07455(N)    114 16 34.64165(W)     ADJUSTED  
 FS1345* NAVD 88     -      1089.2    (meters)    3573.     (feet)  VERTCON   
 FS1345  ___________________________________________________________________
 FS1345  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 FS1345  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS1345  HORZ ORDER  -  SECOND
 FS1345
 FS1345.The horizontal coordinates were established by classical geodetic methods
 FS1345.and adjusted by the National Geodetic Survey in August 1993.
 FS1345
 FS1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1345
 FS1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1345
 FS1345.The geoid height was determined by GEOID03.
 FS1345
 FS1345;                    North         East     Units Scale Factor Converg.
 FS1345;SPC AZ W     -   490,250.440   165,565.438   MT  0.99996147   -0 18 18.1
 FS1345;SPC AZ W     - 1,608,433.20    543,193.69   iFT  0.99996147   -0 18 18.1
 FS1345;UTM  11      - 3,922,969.926   747,298.907   MT  1.00035373   +1 34 45.7
 FS1345
 FS1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1345!SPC AZ W     -   0.99983352  x   0.99996147  =   0.99979500
 FS1345!UTM  11      -   0.99983352  x   1.00035373  =   1.00018720
 FS1345
 FS1345|---------------------------------------------------------------------|
 FS1345| PID    Reference Object                     Distance      Geod. Az  |
 FS1345|                                                           dddmmss.s |
 FS1345| CS4787 BIG VALLEY RM 1                      10.663 METERS 14916     |
 FS1345| CS4786 BIG VALLEY RM 2                      10.697 METERS 32939     |
 FS1345| FS1356 HILLSIDE                            APPROX. 1.8 KM 3341535.1 |
 FS1345|---------------------------------------------------------------------|
 FS1345
 FS1345                          SUPERSEDED SURVEY CONTROL
 FS1345
 FS1345  NAD 83(1986)-  35 25 10.07167(N)    114 16 34.63911(W) AD(       ) 2
 FS1345  NGVD 29 (11/23/90) 1088.4    (m)         3571.     (f) VERT ANG    3  
 FS1345
 FS1345.Superseded values are not recommended for survey control.
 FS1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1345.See file dsdata.txt to determine how the superseded data were derived.
 FS1345
 FS1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4729922970(NAD 83)
 FS1345_MARKER: DS = TRIANGULATION STATION DISK
 FS1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1345+STABILITY: SURFACE MOTION
 FS1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1345+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS1345
 FS1345  HISTORY     - Date     Condition        Report By
 FS1345  HISTORY     - 1981     MONUMENTED       AZDT
 FS1345  HISTORY     - 20051020 GOOD             NGS
 FS1345
 FS1345                          STATION DESCRIPTION
 FS1345
 FS1345'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1345'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF KINGMAN AND 4.5
 FS1345'MILES WEST OF CHLORIDE ALONG U.S. HIGHWAY 93.
 FS1345'
 FS1345'THE STATION MARK IS AN ADOT DISK STAMPED---BIG VALLEY 1981.  IT IS SET
 FS1345'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF THE
 FS1345'CENTERLINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1345'
 FS1345'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BIG VALLEY RM 1 1981.  IT
 FS1345'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1345'
 FS1345'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BIG VALLEY RM 2 1981.  IT
 FS1345'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1345'
 FS1345'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH
 FS1345'ALONG STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGH
 FS1345'ON U.S. 66 AND TRAVEL WEST FOR 2.3 MILES TO U.S. HIGHWAY 93 AND I 40
 FS1345'TRAFFIC INTERCHANGE, TRAVEL NORTH ALONG U.S. 93 FOR 18.35 MILES TO
 FS1345'GRASSHOPPER JUNCTION, CONTINUE NORTH ALONG U.S. 93 FOR 1.85 MILES TO
 FS1345'THE CREST OF A LOW RIDGE AND THE STATION ON THE LEFT AT MILE POST
 FS1345'50.95.
 FS1345
 FS1345                          STATION RECOVERY (2005)
 FS1345
 FS1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1345'ORIGINAL HWY LANES ARE NOW SOUTH-BOUND LANES OF 4-LANED US 93.  MARK
 FS1345'IS 0.1 MI SE OF ENTRANCE TO GRAVEL STORAGE YARD, 0.2 MI NW OF BIG WASH
 FS1345'ROAD AND IS AT DIVIDE BETWEEN DETRITAL AND SACRAMENTO VALLEYS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0114 ***********************************************************************
 CZ0114  DESIGNATION -  BIG WASH AZ MK
 CZ0114  PID         -  CZ0114
 CZ0114  STATE/COUNTY-  AZ/PIMA
 CZ0114  USGS QUAD   -  ORO VALLEY (1981)
 CZ0114
 CZ0114                         *CURRENT SURVEY CONTROL
 CZ0114  ___________________________________________________________________
 CZ0114* NAD 83(1986)-  32 29 41.     (N)    110 55 43.     (W)     SCALED    
 CZ0114* NAVD 88     -       949.88   (+/-2cm)    3116.4    (feet)  VERTCON   
 CZ0114  ___________________________________________________________________
 CZ0114  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0114
 CZ0114.The horizontal coordinates were scaled from a topographic map and have
 CZ0114.an estimated accuracy of +/- 6 seconds.
 CZ0114
 CZ0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0114.The vertical order pertains to the NGVD 29 superseded value.
 CZ0114
 CZ0114.The geoid height was determined by GEOID03.
 CZ0114
 CZ0114;                    North         East    Units  Estimated Accuracy
 CZ0114;SPC AZ C     -   166,150.      306,210.      MT  (+/- 180 meters Scaled)
 CZ0114
 CZ0114                          SUPERSEDED SURVEY CONTROL
 CZ0114
 CZ0114  NGVD 29 (??/??/92)  949.182  (m)         3114.11   (f) ADJ UNCH    2 0
 CZ0114
 CZ0114.Superseded values are not recommended for survey control.
 CZ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0114.See file dsdata.txt to determine how the superseded data were derived.
 CZ0114
 CZ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA067952(NAD 83)
 CZ0114_MARKER: DZ = AZIMUTH MARK DISK
 CZ0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0114_SP_SET: MONUMENT
 CZ0114_STAMPING: BIG WASH 1936
 CZ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0114
 CZ0114  HISTORY     - Date     Condition        Report By
 CZ0114  HISTORY     - 1936     MONUMENTED       CGS
 CZ0114  HISTORY     - 1962     GOOD             NGS
 CZ0114
 CZ0114                          STATION DESCRIPTION
 CZ0114
 CZ0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0114'15.6 MI SW FROM ORACLE.
 CZ0114'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0114'ORACLE TO ORACLE JUNCTION, THENCE 4.15 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0114'80 AND 89, 64 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, 36 FEET EAST
 CZ0114'OF A NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A METAL WITNESS POST WITH
 CZ0114'SIGN, A BRONZE DISK SET IN THE TOP OF A 6X6-INCH CONCRETE MONUMENT
 CZ0114'THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA7441 ***********************************************************************
 AA7441  DESIGNATION -  BIG WASH RESET
 AA7441  PID         -  AA7441
 AA7441  STATE/COUNTY-  AZ/PIMA
 AA7441  USGS QUAD   -  ORACLE JUNCTION (1988)
 AA7441
 AA7441                         *CURRENT SURVEY CONTROL
 AA7441  ___________________________________________________________________
 AA7441* NAD 83(1992)-  32 30 03.79559(N)    110 55 35.19110(W)     ADJUSTED  
 AA7441* NAVD 88     -       956.78   (+/-2cm)    3139.0    (feet)  VERTCON   
 AA7441  ___________________________________________________________________
 AA7441  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 AA7441  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AA7441  HORZ ORDER  -  SECOND
 AA7441  VERT ORDER  -  THIRD ? (See Below)
 AA7441
 AA7441.The horizontal coordinates were established by classical geodetic methods
 AA7441.and adjusted by the National Geodetic Survey in August 1993.
 AA7441
 AA7441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7441.The vertical order pertains to the NGVD 29 superseded value.
 AA7441
 AA7441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7441
 AA7441.The geoid height was determined by GEOID03.
 AA7441
 AA7441;                    North         East     Units Scale Factor Converg.
 AA7441;SPC AZ C     -   166,856.053   306,409.690   MT  1.00000673   +0 31 55.6
 AA7441;SPC AZ C     -   547,428.00  1,005,281.14   iFT  1.00000673   +0 31 55.6
 AA7441;UTM  12      - 3,595,978.371   506,909.900   MT  0.99960059   +0 02 22.3
 AA7441
 AA7441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7441!SPC AZ C     -   0.99985428  x   1.00000673  =   0.99986100
 AA7441!UTM  12      -   0.99985428  x   0.99960059  =   0.99945492
 AA7441
 AA7441|---------------------------------------------------------------------|
 AA7441| PID    Reference Object                     Distance      Geod. Az  |
 AA7441|                                                           dddmmss.s |
 AA7441| CC6092 BIG WASH RM 4                        14.324 METERS 00329     |
 AA7441| CZ0114 BIG WASH AZ MK                                     1765633.7 |
 AA7441| CZ0316 BIG WASH RM 3                        11.832 METERS 18329     |
 AA7441| CC6091 BIG WASH RM 2                        10.822 METERS 25014     |
 AA7441| CZ0315 BIG WASH RM 1                        17.310 METERS 35803     |
 AA7441|---------------------------------------------------------------------|
 AA7441
 AA7441                          SUPERSEDED SURVEY CONTROL
 AA7441
 AA7441  NAD 83(1986)-  32 30 03.79081(N)    110 55 35.18383(W) AD(       ) 2
 AA7441  NGVD 29 (07/19/86)  956.08   (m)         3136.7    (f) LEVELING    3  
 AA7441
 AA7441.Superseded values are not recommended for survey control.
 AA7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7441.See file dsdata.txt to determine how the superseded data were derived.
 AA7441
 AA7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0691095978(NAD 83)
 AA7441_MARKER: DS = TRIANGULATION STATION DISK
 AA7441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7441_STAMPING: BIG WASH 1936 1977
 AA7441_PROJECTION: FLUSH
 AA7441
 AA7441  HISTORY     - Date     Condition        Report By
 AA7441  HISTORY     - 1977     MONUMENTED       NGS
 AA7441  HISTORY     - 1980     GOOD             NGS
 AA7441  HISTORY     - 1983     GOOD             AZDT
 AA7441
 AA7441                          STATION DESCRIPTION
 AA7441
 AA7441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CN)
 AA7441'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION,
 AA7441'REFERENCE MARK 1 WAS DESTROYED AND THE UNDERGROUND STATION MARK WAS
 AA7441'FOUND LOOSE IN THE BOTTOM OF A HOLE.  USING STATION LITA, REFERENCE
 AA7441'MARK 3 AND THE AZIMUTH MARK A GOOD UNDERGROUND MARK WAS RESET ON
 AA7441'THE ORIGINAL POSITION AND A NEW SURFACE STATION WAS SET.
 AA7441'
 AA7441'THE STATION MARK IS A STANDARD DISK STAMPED, BIG WASH 1936 1977.  IT
 AA7441'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AA7441'GROUND SURFACE.  IT IS 3-1/2 FEET SOUTHWEST OF THE WITNESS POST AND
 AA7441'3 FEET WEST OF THE WEST RIGHT OF WAY FENCE OF U.S. HIGHWAY 80.
 AA7441'
 AA7441'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BIG WASH NO 3 1936.  IT
 AA7441'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 10
 AA7441'INCHES.  IT IS 41 FEET SOUTH OF THE WITNESS POST AND 4 FEET WEST OF
 AA7441'THE RIGHT OF WAY FENCE LINE.
 AA7441'
 AA7441'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, BIG WASH NO 4 1936
 AA7441'1977.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH
 AA7441'THE GROUND SURFACE AND EVEN WITH THE WEST EDGE OF THE RIGHT OF WAY
 AA7441'FENCE LINE.
 AA7441'
 AA7441'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BIG WASH 1936.  IT IS
 AA7441'SET IN TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.
 AA7441'IT IS 2 FEET NORTH OF THE WITNESS POST AND 63-1/2 FEET WEST OF THE
 AA7441'CENTER LINE OF THE HIGHWAY.
 AA7441'
 AA7441'TO REACH THE STATION FROM THE EXXON SERVICE STATION OR CAFE IN THE
 AA7441'SMALL TOWN OF CATALINA, CROSS THE HIGHWAY TO THE WEST RIGHT OF WAY
 AA7441'FENCE AND THE STATION.
 AA7441'
 AA7441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CATALINA.
 AA7441'
 AA7441'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AA7441
 AA7441                          STATION RECOVERY (1980)
 AA7441
 AA7441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 AA7441'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED, AS DESCRIBED,
 AA7441'IN GOOD CONDITION.
 AA7441'
 AA7441'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.
 AA7441
 AA7441                          STATION RECOVERY (1983)
 AA7441
 AA7441'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 AA7441'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AA7441'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 AA7441'
 AA7441'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL NORTH ON
 AA7441'U.S. HIGHWAY 89 FOR 0.1 MILE TO THE STATION ON THE LEFT AT MILE POST
 AA7441'87.1.  THE STATION IS 102 FEET WEST OF THE CENTER LINE OF U.S. 89.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0315 ***********************************************************************
 CZ0315  DESIGNATION -  BIG WASH RM 1
 CZ0315  PID         -  CZ0315
 CZ0315  STATE/COUNTY-  AZ/PIMA
 CZ0315  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0315
 CZ0315                         *CURRENT SURVEY CONTROL
 CZ0315  ___________________________________________________________________
 CZ0315* NAD 83(1986)-  32 30 03.     (N)    110 55 35.     (W)     SCALED    
 CZ0315* NAVD 88     -       956.87   (+/-2cm)    3139.3    (feet)  VERTCON   
 CZ0315  ___________________________________________________________________
 CZ0315  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0315
 CZ0315.The horizontal coordinates were scaled from a topographic map and have
 CZ0315.an estimated accuracy of +/- 6 seconds.
 CZ0315
 CZ0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0315.The vertical order pertains to the NGVD 29 superseded value.
 CZ0315
 CZ0315.The geoid height was determined by GEOID03.
 CZ0315
 CZ0315;                    North         East    Units  Estimated Accuracy
 CZ0315;SPC AZ C     -   166,830.      306,420.      MT  (+/- 180 meters Scaled)
 CZ0315
 CZ0315                          SUPERSEDED SURVEY CONTROL
 CZ0315
 CZ0315  NGVD 29 (??/??/92)  956.166  (m)         3137.02   (f) ADJ UNCH    2 0
 CZ0315
 CZ0315.Superseded values are not recommended for survey control.
 CZ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0315.See file dsdata.txt to determine how the superseded data were derived.
 CZ0315
 CZ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA069959(NAD 83)
 CZ0315_MARKER: DR = REFERENCE MARK DISK
 CZ0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0315_SP_SET: MONUMENT
 CZ0315_STAMPING: BIG WASH NO 1 1936
 CZ0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0315
 CZ0315  HISTORY     - Date     Condition        Report By
 CZ0315  HISTORY     - 1936     MONUMENTED       CGS
 CZ0315  HISTORY     - 1962     GOOD             NGS
 CZ0315
 CZ0315                          STATION DESCRIPTION
 CZ0315
 CZ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0315'15.2 MI SW FROM ORACLE.
 CZ0315'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0315'ORACLE TO ORACLE JUNCTION, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0315'80 AND 89, 105 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 55
 CZ0315'FEET NORTH OF A METAL WITNESS POST WITH SIGN, 4 1/2 FEET WEST OF A
 CZ0315'NORTH-SOUTH FENCE LINE, A BRONZE DISK SET IN THE TOP OF A 6X6-INCH
 CZ0315'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0316 ***********************************************************************
 CZ0316  DESIGNATION -  BIG WASH RM 3
 CZ0316  PID         -  CZ0316
 CZ0316  STATE/COUNTY-  AZ/PIMA
 CZ0316  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0316
 CZ0316                         *CURRENT SURVEY CONTROL
 CZ0316  ___________________________________________________________________
 CZ0316* NAD 83(1992)-  32 30 03.41220(N)    110 55 35.21859(W)     NO CHECK  
 CZ0316* NAVD 88     -       956.21   (+/-2cm)    3137.2    (feet)  VERTCON   
 CZ0316  ___________________________________________________________________
 CZ0316  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 CZ0316  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0316  HORZ ORDER  -  SECOND
 CZ0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0316
 CZ0316.The horizontal coordinates were established by classical geodetic methods
 CZ0316.and adjusted by the National Geodetic Survey in August 1993.
 CZ0316.No horizontal observational check was made to the station.
 CZ0316
 CZ0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0316.The vertical order pertains to the NGVD 29 superseded value.
 CZ0316
 CZ0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0316
 CZ0316.The geoid height was determined by GEOID03.
 CZ0316
 CZ0316;                    North         East     Units Scale Factor Converg.
 CZ0316;SPC AZ C     -   166,844.237   306,409.083   MT  1.00000673   +0 31 55.5
 CZ0316;SPC AZ C     -   547,389.23  1,005,279.14   iFT  1.00000673   +0 31 55.5
 CZ0316;UTM  12      - 3,595,966.565   506,909.191   MT  0.99960059   +0 02 22.3
 CZ0316
 CZ0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0316!SPC AZ C     -   0.99985437  x   1.00000673  =   0.99986109
 CZ0316!UTM  12      -   0.99985437  x   0.99960059  =   0.99945501
 CZ0316
 CZ0316                          SUPERSEDED SURVEY CONTROL
 CZ0316
 CZ0316  NAD 83(1986)-  32 30 03.40751(N)    110 55 35.21135(W) AD(       ) 2
 CZ0316  NGVD 29 (??/??/92)  955.509  (m)         3134.87   (f) ADJ UNCH    2 0
 CZ0316
 CZ0316.Superseded values are not recommended for survey control.
 CZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0316.See file dsdata.txt to determine how the superseded data were derived.
 CZ0316
 CZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0690995967(NAD 83)
 CZ0316_MARKER: DR = REFERENCE MARK DISK
 CZ0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0316_SP_SET: MONUMENT
 CZ0316_STAMPING: BIG WASH NO 3 1962
 CZ0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0316
 CZ0316  HISTORY     - Date     Condition        Report By
 CZ0316  HISTORY     - 1962     MONUMENTED       CGS
 CZ0316
 CZ0316                          STATION DESCRIPTION
 CZ0316
 CZ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0316'15.2 MI SW FROM ORACLE.
 CZ0316'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0316'ORACLE TO ORACLE JUNCTION, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0316'80 AND 89, 104 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 41
 CZ0316'FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 2.8 FEET WEST OF A
 CZ0316'NORTH-SOUTH FENCE, A BRONZE DISK SET IN THE TOP OF A CYLINDRICAL
 CZ0316'CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1710 ***********************************************************************
 CZ1710  DESIGNATION -  BIGELOW
 CZ1710  PID         -  CZ1710
 CZ1710  STATE/COUNTY-  AZ/PIMA
 CZ1710  USGS QUAD   -  MOUNT BIGELOW (1981)
 CZ1710
 CZ1710                         *CURRENT SURVEY CONTROL
 CZ1710  ___________________________________________________________________
 CZ1710* NAD 83(1992)-  32 24 55.71193(N)    110 42 51.84331(W)     ADJUSTED  
 CZ1710* NAVD 88     -      2606.6    (meters)    8552.     (feet)  VERTCON   
 CZ1710  ___________________________________________________________________
 CZ1710  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CZ1710  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CZ1710  HORZ ORDER  -  THIRD
 CZ1710
 CZ1710.The horizontal coordinates were established by classical geodetic methods
 CZ1710.and adjusted by the National Geodetic Survey in August 1993.
 CZ1710
 CZ1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1710
 CZ1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1710
 CZ1710.The geoid height was determined by GEOID03.
 CZ1710
 CZ1710;                    North         East     Units Scale Factor Converg.
 CZ1710;SPC AZ C     -   157,570.739   326,442.845   MT  1.00005764   +0 38 40.4
 CZ1710;SPC AZ C     -   516,964.37  1,071,006.71   iFT  1.00005764   +0 38 40.4
 CZ1710;UTM  12      - 3,586,525.413   526,854.053   MT  0.99960889   +0 09 11.2
 CZ1710
 CZ1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1710!SPC AZ C     -   0.99959524  x   1.00005764  =   0.99965286
 CZ1710!UTM  12      -   0.99959524  x   0.99960889  =   0.99920429
 CZ1710
 CZ1710:                Primary Azimuth Mark                     Grid Az
 CZ1710:SPC AZ C     -  REEF ROCK LOOKOUT TOWER                  142 43 47.5
 CZ1710:UTM  12      -  REEF ROCK LOOKOUT TOWER                  143 13 16.7
 CZ1710
 CZ1710|---------------------------------------------------------------------|
 CZ1710| PID    Reference Object                     Distance      Geod. Az  |
 CZ1710|                                                           dddmmss.s |
 CZ1710| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.27.0 KM 1432227.9 |
 CZ1710| CZ1724 BIGELOW RM 1                         11.085 METERS 17638     |
 CZ1710| CZ1889 SIGNAL                              APPROX.33.6 KM 3550628.9 |
 CZ1710|---------------------------------------------------------------------|
 CZ1710
 CZ1710                          SUPERSEDED SURVEY CONTROL
 CZ1710
 CZ1710  NAD 83(1986)-  32 24 55.71254(N)    110 42 51.83965(W) AD(       ) 3
 CZ1710  NGVD 29 (05/20/88) 2605.7    (m)         8549.     (f) VERT ANG    3  
 CZ1710
 CZ1710.Superseded values are not recommended for survey control.
 CZ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1710.See file dsdata.txt to determine how the superseded data were derived.
 CZ1710
 CZ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2685486525(NAD 83)
 CZ1710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ1710_SETTING: 80 = SET IN A BOULDER
 CZ1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1710+STABILITY: SURFACE MOTION
 CZ1710
 CZ1710  HISTORY     - Date     Condition        Report By
 CZ1710  HISTORY     - 1946     MONUMENTED       USGS
 CZ1710  HISTORY     - 1946     GOOD             USGS
 CZ1710  HISTORY     - 20061124 GOOD             GEOCAC
 CZ1710
 CZ1710                          STATION DESCRIPTION
 CZ1710
 CZ1710'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1710'RECOVERED IN GOOD CONDITION.  RM 2 NOT FOUND.
 CZ1710'
 CZ1710'LOCATED ABOUT 30 MI S. OF ORACLE, ABOUT 12 MI NE. OF TUCSON,
 CZ1710'ABOUT 0.2 MI N. OF PALISADES RANGER STAITON.  ON TOP OF BIGELOW
 CZ1710'PEAK, A PROMINENT PINE-TIMBERED PEAK IN SANTA CATALINA MTNS.
 CZ1710'
 CZ1710'TO REACH FROM ORACLE POST OFFICE, GO 35 MI S. ON MT. LEMON RD. TO
 CZ1710'PALISADES RANGER STATION ON RIGHT.  TAKE TRAIL NORTHERLY TO TOP OF
 CZ1710'MOUNTAIN, LOT AND STATION.
 CZ1710
 CZ1710                          STATION RECOVERY (2006)
 CZ1710
 CZ1710'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1710'RM'S WERE NOT SEARCHED FOR. MARKER IS IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0924 ***********************************************************************
 ET0924  DESIGNATION -  BILBY
 ET0924  PID         -  ET0924
 ET0924  STATE/COUNTY-  AZ/MARICOPA
 ET0924  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0924
 ET0924                         *CURRENT SURVEY CONTROL
 ET0924  ___________________________________________________________________
 ET0924* NAD 83(1992)-  34 01 18.40509(N)    112 00 58.05093(W)     ADJUSTED  
 ET0924* NAVD 88     -      1638.7    (meters)    5376.     (feet)  VERTCON   
 ET0924  ___________________________________________________________________
 ET0924  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 ET0924  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 ET0924  HORZ ORDER  -  FIRST
 ET0924
 ET0924.The horizontal coordinates were established by classical geodetic methods
 ET0924.and adjusted by the National Geodetic Survey in August 1993.
 ET0924
 ET0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0924
 ET0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0924
 ET0924.The geoid height was determined by GEOID03.
 ET0924
 ET0924;                    North         East     Units Scale Factor Converg.
 ET0924;SPC AZ C     -   335,073.873   204,174.802   MT  0.99990104   -0 03 20.3
 ET0924;SPC AZ C     - 1,099,323.73    669,864.84   iFT  0.99990104   -0 03 20.3
 ET0924;UTM  12      - 3,765,036.294   406,185.136   MT  0.99970849   -0 34 06.9
 ET0924
 ET0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0924!SPC AZ C     -   0.99974718  x   0.99990104  =   0.99964825
 ET0924!UTM  12      -   0.99974718  x   0.99970849  =   0.99945575
 ET0924
 ET0924:                Primary Azimuth Mark                     Grid Az
 ET0924:SPC AZ C     -  COOK                                     093 56 22.2
 ET0924:UTM  12      -  COOK                                     094 27 08.8
 ET0924
 ET0924|---------------------------------------------------------------------|
 ET0924| PID    Reference Object                     Distance      Geod. Az  |
 ET0924|                                                           dddmmss.s |
 ET0924| ES1001 COOK                                APPROX.11.1 KM 0935301.9 |
 ET0924|---------------------------------------------------------------------|
 ET0924
 ET0924                          SUPERSEDED SURVEY CONTROL
 ET0924
 ET0924  NAD 83(1986)-  34 01 18.39909(N)    112 00 58.05471(W) AD(       ) 1
 ET0924  NAD 27      -  34 01 18.27300(N)    112 00 55.49900(W) AD(       ) 1
 ET0924  NGVD 29 (07/19/86) 1638.0    (m)         5374.     (f) VERT ANG    3  
 ET0924
 ET0924.Superseded values are not recommended for survey control.
 ET0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0924.See file dsdata.txt to determine how the superseded data were derived.
 ET0924
 ET0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0618565036(NAD 83)
 ET0924_MARKER: DS = TRIANGULATION STATION DISK
 ET0924_SETTING: 66 = SET IN ROCK OUTCROP
 ET0924_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0924+STABILITY: POSITION/ELEVATION WELL
 ET0924
 ET0924  HISTORY     - Date     Condition        Report By
 ET0924  HISTORY     - 1924     MONUMENTED       CGS
 ET0924
 ET0924                          STATION DESCRIPTION
 ET0924
 ET0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0924'ABOUT 40 MILES NORTH OF PHOENIX, 10 MILES SOUTHEAST OF CANYON,
 ET0924'7 MILES NORTHEAST OF SHEEP RANGER STATION ON NEW RIVER AND 9
 ET0924'MILES BY TRAIL NORTHEAST OF THE TT RANCH.  STATION IS ON A SHARP
 ET0924'PEAK BETWEEN NEW RIVER AND THE AGUA FRIA, AND LIES ABOUT
 ET0924'1-1/2 MILES SOUTH OF THE U.S. GEOLOGICAL SURVEY STATION NEW
 ET0924'RIVER, WHICH IS ON THE HIGHEST SUMMIT OF THE NEW RIVER
 ET0924'MOUNTAINS.  MARKED BY A STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0890 ***********************************************************************
 ES0890  DESIGNATION -  BILGER
 ES0890  PID         -  ES0890
 ES0890  STATE/COUNTY-  AZ/NAVAJO
 ES0890  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0890
 ES0890                         *CURRENT SURVEY CONTROL
 ES0890  ___________________________________________________________________
 ES0890* NAD 83(1992)-  34 20 33.08623(N)    110 43 07.39082(W)     ADJUSTED  
 ES0890* NAVD 88     -      2248.6    (meters)    7377.     (feet)  VERTCON   
 ES0890  ___________________________________________________________________
 ES0890  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ES0890  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0890  HORZ ORDER  -  SECOND
 ES0890
 ES0890.The horizontal coordinates were established by classical geodetic methods
 ES0890.and adjusted by the National Geodetic Survey in August 1993.
 ES0890
 ES0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0890
 ES0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0890
 ES0890.The geoid height was determined by GEOID03.
 ES0890
 ES0890;                    North         East     Units Scale Factor Converg.
 ES0890;SPC AZ E     -   370,782.727   162,569.110   MT  0.99993179   -0 18 41.2
 ES0890;SPC AZ E     - 1,216,478.76    533,363.22   iFT  0.99993179   -0 18 41.2
 ES0890;SPC AZ C     -   371,294.757   323,577.811   MT  1.00004969   +0 40 33.2
 ES0890;SPC AZ C     - 1,218,158.65  1,061,606.99   iFT  1.00004969   +0 40 33.2
 ES0890;UTM  12      - 3,800,171.240   525,870.943   MT  0.99960825   +0 09 31.3
 ES0890
 ES0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0890!SPC AZ E     -   0.99965089  x   0.99993179  =   0.99958270
 ES0890!SPC AZ C     -   0.99965089  x   1.00004969  =   0.99970056
 ES0890!UTM  12      -   0.99965089  x   0.99960825  =   0.99925927
 ES0890
 ES0890:                Primary Azimuth Mark                     Grid Az
 ES0890:SPC AZ E     -  MIDDLE                                   069 00 47.1
 ES0890:SPC AZ C     -  MIDDLE                                   068 01 32.7
 ES0890:UTM  12      -  MIDDLE                                   068 32 34.6
 ES0890
 ES0890|---------------------------------------------------------------------|
 ES0890| PID    Reference Object                     Distance      Geod. Az  |
 ES0890|                                                           dddmmss.s |
 ES0890| ES0922 MIDDLE                              APPROX. 0.7 KM 0684205.9 |
 ES0890|---------------------------------------------------------------------|
 ES0890
 ES0890                          SUPERSEDED SURVEY CONTROL
 ES0890
 ES0890  NAD 83(1986)-  34 20 33.08025(N)    110 43 07.39561(W) AD(       ) 2
 ES0890  NGVD 29 (08/03/87) 2247.6    (m)         7374.     (f) VERT ANG    3  
 ES0890
 ES0890.Superseded values are not recommended for survey control.
 ES0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0890.See file dsdata.txt to determine how the superseded data were derived.
 ES0890
 ES0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2587100171(NAD 83)
 ES0890_MARKER: DS = TRIANGULATION STATION DISK
 ES0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0890+STABILITY: SURFACE MOTION
 ES0890
 ES0890  HISTORY     - Date     Condition        Report By
 ES0890  HISTORY     - 1984     MONUMENTED       AZDT
 ES0890  HISTORY     - 19971011 GOOD             USPSQD
 ES0890
 ES0890                          STATION DESCRIPTION
 ES0890
 ES0890'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0890'THE STATION IS LOCATED 9 MILE SOUTHWEST OF HEBER ALONG THE NORTH SIDE
 ES0890'OF STATE ROUTE 260.
 ES0890'
 ES0890'THE STATION MARK IS AN AZDT DISK STAMPED---BILGER 1984---.  IT IS SET
 ES0890'IN TOP OF A 10 INCH CONCRETE MONUMENT 75 FEET SOUTHEAST OF THE RIGHT
 ES0890'OF WAY FENCE, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 ES0890'4 FEET NORTHWEST OF THE WITNESS POST.
 ES0890'
 ES0890'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0890'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 10.7 MILES TO
 ES0890'MILE POST 293.35 AND THE STATION ON THE RIGHT.
 ES0890
 ES0890                          STATION RECOVERY (1997)
 ES0890
 ES0890'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0710 ***********************************************************************
 FQ0710  DESIGNATION -  BILL
 FQ0710  PID         -  FQ0710
 FQ0710  STATE/COUNTY-  AZ/COCONINO
 FQ0710  USGS QUAD   -  EBERT MTN (1989)
 FQ0710
 FQ0710                         *CURRENT SURVEY CONTROL
 FQ0710  ___________________________________________________________________
 FQ0710* NAD 83(1992)-  35 35 52.33485(N)    111 59 42.43558(W)     ADJUSTED  
 FQ0710* NAVD 88     -      1935.6    (meters)    6350.     (feet)  VERTCON   
 FQ0710  ___________________________________________________________________
 FQ0710  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 FQ0710  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0710  HORZ ORDER  -  SECOND
 FQ0710
 FQ0710.The horizontal coordinates were established by classical geodetic methods
 FQ0710.and adjusted by the National Geodetic Survey in August 1993.
 FQ0710
 FQ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0710
 FQ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0710
 FQ0710.The geoid height was determined by GEOID03.
 FQ0710
 FQ0710;                    North         East     Units Scale Factor Converg.
 FQ0710;SPC AZ C     -   509,901.826   206,251.242   MT  0.99990062   -0 02 44.4
 FQ0710;SPC AZ C     - 1,672,906.25    676,677.30   iFT  0.99990062   -0 02 44.4
 FQ0710;UTM  12      - 3,939,803.633   409,857.525   MT  0.99970013   -0 34 45.5
 FQ0710
 FQ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0710!SPC AZ C     -   0.99969991  x   0.99990062  =   0.99960056
 FQ0710!UTM  12      -   0.99969991  x   0.99970013  =   0.99940013
 FQ0710
 FQ0710|---------------------------------------------------------------------|
 FQ0710| PID    Reference Object                     Distance      Geod. Az  |
 FQ0710|                                                           dddmmss.s |
 FQ0710| CH2724 BILL RM 1                            13.183 METERS 10701     |
 FQ0710| FR0845 HOCTOR                              APPROX. 6.9 KM 2830707.1 |
 FQ0710| CH2725 BILL RM 2                            13.172 METERS 28657     |
 FQ0710|---------------------------------------------------------------------|
 FQ0710
 FQ0710                          SUPERSEDED SURVEY CONTROL
 FQ0710
 FQ0710  NAD 83(1986)-  35 35 52.33291(N)    111 59 42.43143(W) AD(       ) 2
 FQ0710  NAD 27      -  35 35 52.34061(N)    111 59 39.85382(W) AD(       ) 2
 FQ0710  NGVD 29 (07/19/86) 1934.7    (m)         6347.     (f) VERT ANG    3  
 FQ0710
 FQ0710.Superseded values are not recommended for survey control.
 FQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0710.See file dsdata.txt to determine how the superseded data were derived.
 FQ0710
 FQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0985839804(NAD 83)
 FQ0710_MARKER: DD = SURVEY DISK
 FQ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0710+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FQ0710
 FQ0710  HISTORY     - Date     Condition        Report By
 FQ0710  HISTORY     - 1975     MONUMENTED       AZDT
 FQ0710  HISTORY     - 20000715 GOOD             AZDT
 FQ0710
 FQ0710                          STATION DESCRIPTION
 FQ0710
 FQ0710'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FQ0710'THE STATION IS ABOUT 27 MILES NORTHEAST OF WILLIAMS AND ABOUT 10
 FQ0710'MILES SOUTHEAST OF THE JUNCTION OF U.S. 180 AND STATE ROUTE
 FQ0710'64, ABOUT 0.4 MILE TO THE LEFT OF U.S. 180 ON A RIDGE.
 FQ0710'
 FQ0710'THE STATION IS AN AZDT HIGHWAY DIVISION DISK STAMPED BILL 1975
 FQ0710'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.3
 FQ0710'FEET.  THE STATION IS 0.4 MILE NORTH OF U.S. 180 AND LOCATED ON TOP
 FQ0710'OF A RIDGE 3 FEET SOUTH OF WITNESS POST AND SIGN.
 FQ0710'
 FQ0710'REFERENCE MARK 2 IS AN AZDT HIGHWAY DIVISION DISK STAMPED BILL RM
 FQ0710'2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0710'
 FQ0710'REFERENCE MARK 1 IS AN AZDT HIGHWAY DIVISION DISK STAMPED BILL RM
 FQ0710'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0710'
 FQ0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND STATE
 FQ0710'ROUTE 64 (2 MILES EAST OF WILLIAMS) GO NORTH ON STATE ROUTE 64 TO
 FQ0710'JUNCTION WITH U.S. 180, TURN RIGHT, SOUTHEAST, ON U.S. 180 AND GO
 FQ0710'TO MILE POST 256.38 (JUST BEFORE A CURVE TO THE RIGHT).  TURN
 FQ0710'LEFT, NORTH, ON A DIM TRACK ROAD THROUGH CEDARS FOR 0.4 MILES TO
 FQ0710'THE TOP OF RIDGE AND THE STATION.
 FQ0710
 FQ0710                          STATION RECOVERY (2000)
 FQ0710
 FQ0710'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FQ0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2103 ***********************************************************************
 DU2103  DESIGNATION -  BILLY
 DU2103  PID         -  DU2103
 DU2103  STATE/COUNTY-  AZ/MARICOPA
 DU2103  USGS QUAD   -  HIGLEY (1981)
 DU2103
 DU2103                         *CURRENT SURVEY CONTROL
 DU2103  ___________________________________________________________________
 DU2103* NAD 83(2007)-  33 19 10.68893(N)    111 38 07.32252(W)     NO CHECK  
 DU2103* NAVD 88     -       422.57   (+/-2cm)    1386.4    (feet)  VERTCON   
 DU2103  ___________________________________________________________________
 DU2103  EPOCH DATE  -        2007.00
 DU2103  X           -  -1,967,158.408 (meters)                     COMP
 DU2103  Y           -  -4,959,528.482 (meters)                     COMP
 DU2103  Z           -   3,483,851.573 (meters)                     COMP
 DU2103  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DU2103  ELLIP HEIGHT-         393.429 (meters)          (02/10/07) NO CHECK
 DU2103  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU2103
 DU2103  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2103  Type    PID    Designation                      North   East  Ellip
 DU2103  -------------------------------------------------------------------
 DU2103  NETWORK DU2103 BILLY                             4.98   3.92  11.33
 DU2103  -------------------------------------------------------------------
 DU2103  VERT ORDER  -  THIRD ? (See Below)
 DU2103
 DU2103.The horizontal coordinates were established by GPS observations
 DU2103.and adjusted by the National Geodetic Survey in February 2007.
 DU2103
 DU2103.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2103.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2103.No horizontal observational check was made to the station.
 DU2103.The horizontal coordinates are valid at the epoch date displayed above.
 DU2103.The epoch date for horizontal control is a decimal equivalence
 DU2103.of Year/Month/Day.
 DU2103
 DU2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2103.The vertical order pertains to the NGVD 29 superseded value.
 DU2103
 DU2103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2103
 DU2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2103
 DU2103.The ellipsoidal height was determined by GPS observations
 DU2103.and is referenced to NAD 83.
 DU2103
 DU2103.The geoid height was determined by GEOID03.
 DU2103
 DU2103;                    North         East     Units Scale Factor Converg.
 DU2103;SPC AZ C     -   257,233.261   239,550.548   MT  0.99990845   +0 09 16.3
 DU2103;SPC AZ C     -   843,941.15    785,926.99   iFT  0.99990845   +0 09 16.3
 DU2103;UTM  12      - 3,686,902.835   440,861.081   MT  0.99964312   -0 20 56.5
 DU2103
 DU2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2103!SPC AZ C     -   0.99993824  x   0.99990845  =   0.99984669
 DU2103!UTM  12      -   0.99993824  x   0.99964312  =   0.99958138
 DU2103
 DU2103|---------------------------------------------------------------------|
 DU2103| PID    Reference Object                     Distance      Geod. Az  |
 DU2103|                                                           dddmmss.s |
 DU2103| CH4370 BILLY RM 1                           12.421 METERS 00116     |
 DU2103| CH4371 BILLY RM 2                           12.503 METERS 17617     |
 DU2103| DU2109 DOUBLE 2                            APPROX.10.8 KM 3510013.5 |
 DU2103|---------------------------------------------------------------------|
 DU2103
 DU2103                          SUPERSEDED SURVEY CONTROL
 DU2103
 DU2103  ELLIP H (06/11/02)  393.468  (m)                       GP(       ) 4 2
 DU2103  NAD 83(1992)-  33 19 10.68721(N)    111 38 07.32166(W) AD(       ) 2
 DU2103  ELLIP H (08/23/93)  393.526  (m)                       GP(       ) 4 2
 DU2103  NAD 83(1986)-  33 19 10.68203(N)    111 38 07.32540(W) AD(       ) 2
 DU2103  NAD 27      -  33 19 10.50096(N)    111 38 04.84568(W) AD(       ) 2
 DU2103  NGVD 29 (09/11/89)  422.06   (m)         1384.7    (f) LEVELING    3  
 DU2103
 DU2103.Superseded values are not recommended for survey control.
 DU2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2103.See file dsdata.txt to determine how the superseded data were derived.
 DU2103
 DU2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4086186903(NAD 83)
 DU2103_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2103+STABILITY: SURFACE MOTION
 DU2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2103+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2103
 DU2103  HISTORY     - Date     Condition        Report By
 DU2103  HISTORY     - 1975     MONUMENTED       AZDT
 DU2103  HISTORY     - 1976     GOOD             AZDT
 DU2103  HISTORY     - 1979     GOOD             NGS
 DU2103  HISTORY     - 1986     GOOD             AZDT
 DU2103  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2103
 DU2103                          STATION DESCRIPTION
 DU2103
 DU2103'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2103'THE STATION IS ABOUT 4.9 MILES NORTH OF QUEEN CREEK AND 13
 DU2103'MILES SOUTHEAST OF MESA ALONG THE EAST SIDE OF ELLSWORTH ROAD
 DU2103'NEAR THE GMC PROVING GROUNDS.
 DU2103'
 DU2103'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BILLY
 DU2103'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2103'MARK IS 597 FEET SOUTH OF CONCRETE LINED FLOOD CONTROL DITCH
 DU2103'WHICH IS AT THE SOUTHWEST CORNER OF THE G.M.C. PROVING GROUND
 DU2103'CHAIN LINK FENCE, 45.7 FEET EAST OF CENTERLINE OF ELLSWORTH RD.,
 DU2103'4 FEET WEST OF RIGHT-OF-WAY FENCE AND IS MARKED BY A WITNESS
 DU2103'POST AND SIGN 2.6 FEET EAST.
 DU2103'
 DU2103'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2103'BILLY 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2103'MONUMENT.  THE MARK IS 48 FEET EAST OF THE CENTERLINE OF
 DU2103'ELLSWORTH ROAD AND 2-1/2 FEET WEST OF RIGHT-OF-WAY FENCE.
 DU2103'
 DU2103'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2103'BILLY 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2103'MONUMENT.  THE MARK IS 48 FEET EAST OF CENTERLINE OF ELLSWORTH
 DU2103'ROAD AND 2 FEET WEST OF RIGHT-OF-WAY FENCE.
 DU2103'
 DU2103'TO REACH THE STATION FROM QUEEN CREEK, GO NORTH ON ELLSWORTH
 DU2103'ROAD FOR 4.9 MILES TO STATION ON THE RIGHT (EAST) JUST SOUTH OF
 DU2103'CHAIN LINK FENCE AT THE SOUTHWEST CORNER OF THE GMC PROVING
 DU2103'GROUNDS.
 DU2103'
 DU2103'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2103
 DU2103                          STATION RECOVERY (1979)
 DU2103
 DU2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2103'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 DU2103'CONDITION AS ORIGINALLY DESCRIBED.
 DU2103'
 DU2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2103'2.5 MILES EAST-NORTHEAST OF WILLIAMS AIR FORCE BASE.
 DU2103
 DU2103                          STATION RECOVERY (1986)
 DU2103
 DU2103'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU2103'THE STATION WAS RECOVERED AT THIS DATE.
 DU2103'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU2103'DESCRIPTION WAS ADEQUATE.
 DU2103
 DU2103                          STATION RECOVERY (2006)
 DU2103
 DU2103'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2103'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU2103'ADJUSTED COORDINATES AND WITNESS POST FOR THE STATION POINT TO A
 DU2103'RECENTLY HEAVILY GRADED AREA THAT IS EAST OF THE NEWLY WIDENED
 DU2103'ELLSWORTH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1195 ***********************************************************************
 CY1195  DESIGNATION -  BIRD
 CY1195  PID         -  CY1195
 CY1195  STATE/COUNTY-  AZ/COCHISE
 CY1195  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1195
 CY1195                         *CURRENT SURVEY CONTROL
 CY1195  ___________________________________________________________________
 CY1195* NAD 83(1992)-  32 08 41.50253(N)    109 59 10.57662(W)     ADJUSTED  
 CY1195* NAVD 88     -      1443.     (meters)    4734.     (feet)  SCALED    
 CY1195  ___________________________________________________________________
 CY1195  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CY1195  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY1195  HORZ ORDER  -  SECOND
 CY1195
 CY1195.The horizontal coordinates were established by classical geodetic methods
 CY1195.and adjusted by the National Geodetic Survey in August 1993.
 CY1195
 CY1195.The orthometric height was scaled from a topographic map.
 CY1195
 CY1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1195
 CY1195.The geoid height was determined by GEOID03.
 CY1195
 CY1195;                    North         East     Units Scale Factor Converg.
 CY1195;SPC AZ E     -   126,943.119   230,377.582   MT  0.99990357   +0 05 45.5
 CY1195;SPC AZ E     -   416,480.05    755,831.96   iFT  0.99990357   +0 05 45.5
 CY1195;UTM  12      - 3,556,942.737   595,603.424   MT  0.99971271   +0 32 21.9
 CY1195
 CY1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1195!SPC AZ E     -   0.99977777  x   0.99990357  =   0.99968136
 CY1195!UTM  12      -   0.99977777  x   0.99971271  =   0.99949054
 CY1195
 CY1195|---------------------------------------------------------------------|
 CY1195| PID    Reference Object                     Distance      Geod. Az  |
 CY1195|                                                           dddmmss.s |
 CY1195| CC6095 BIRD RM 1                             6.217 METERS 19337     |
 CY1195| CY0463 RED                                 APPROX. 0.9 KM 2965021.1 |
 CY1195| CC6096 BIRD RM 2                             8.782 METERS 30938     |
 CY1195|---------------------------------------------------------------------|
 CY1195
 CY1195                          SUPERSEDED SURVEY CONTROL
 CY1195
 CY1195  NAD 83(1986)-  32 08 41.49579(N)    109 59 10.57414(W) AD(       ) 2
 CY1195  NAD 27      -  32 08 41.21810(N)    109 59 08.32560(W) AD(       ) 2
 CY1195
 CY1195.Superseded values are not recommended for survey control.
 CY1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1195.See file dsdata.txt to determine how the superseded data were derived.
 CY1195
 CY1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9560356943(NAD 83)
 CY1195_MARKER: DS = TRIANGULATION STATION DISK
 CY1195_SETTING: 66 = SET IN ROCK OUTCROP
 CY1195
 CY1195  HISTORY     - Date     Condition        Report By
 CY1195  HISTORY     - 1960     MONUMENTED       CGS
 CY1195
 CY1195                          STATION DESCRIPTION
 CY1195
 CY1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1195'THE STATION IS LOCATED ABOUT 22.5 MILES NORTHEAST OF BENSON
 CY1195'AND 12 MILES SOUTHWEST OF WILLCOX, ON THE SECOND PEAK AND
 CY1195'ABOUT 1 MILE SOUTHEAST OF INTERSTATE HIGHWAY 10.
 CY1195'
 CY1195'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA STATE
 CY1195'HIGHWAYS 86 AND 186 IN WILLCOX, GO WESTWARD ON HIGHWAY 86
 CY1195'TOWARD BENSON FOR 8.6 MILES TO THE UNDERPASS AT THE JUNCTION
 CY1195'OF STATE HIGHWAY 666.  CONTINUE AHEAD ON HIGHWAY 86 AND
 CY1195'INTERSTATE HIGHWAY 10 FOR 3.2 MILES TO A HIGHWAY CUT AND
 CY1195'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT A HALF
 CY1195'HOUR TO THE TOP OF THE SECOND DEFINITE PEAK OF THE RIDGE
 CY1195'AND THE STATION.  THERE ARE HIGHER HILLS TO THE SOUTHEAST.
 CY1195'
 CY1195'THE STATION MARK IS A STANDARD DISK STAMPED BIRD 1960, SET
 CY1195'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, AT THE HIGHEST
 CY1195'POINT OF THE HILL.
 CY1195'
 CY1195'R.M. 1 IS A STANDARD DISK STAMPED BIRD NO 1 1960, SET IN A
 CY1195'DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.
 CY1195'
 CY1195'R.M. 2 IS A STANDARD DISK STAMPED BIRD NO 2 1960, SET IN A
 CY1195'DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES.
 CY1195'
 CY1195'TRIANGULATION STATION RED CAN BE USED AS AN AZIMUTH MARK.
 CY1195'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0404 ***********************************************************************
 CF0404  DESIGNATION -  BISBEE
 CF0404  PID         -  CF0404
 CF0404  STATE/COUNTY-  AZ/COCHISE
 CF0404  USGS QUAD   -  BISBEE (1978)
 CF0404
 CF0404                         *CURRENT SURVEY CONTROL
 CF0404  ___________________________________________________________________
 CF0404* NAD 83(1992)-  31 26 30.65778(N)    109 55 23.57651(W)     ADJUSTED  
 CF0404* NAVD 88     -      1700.4    (meters)    5579.     (feet)  VERTCON   
 CF0404  ___________________________________________________________________
 CF0404  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CF0404  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CF0404  HORZ ORDER  -  SECOND
 CF0404
 CF0404.The horizontal coordinates were established by classical geodetic methods
 CF0404.and adjusted by the National Geodetic Survey in August 1993.
 CF0404
 CF0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0404
 CF0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0404
 CF0404.The geoid height was determined by GEOID03.
 CF0404
 CF0404;                    North         East     Units Scale Factor Converg.
 CF0404;SPC AZ E     -    49,010.032   236,500.428   MT  0.99990660   +0 07 37.2
 CF0404;SPC AZ E     -   160,794.07    775,920.04   iFT  0.99990660   +0 07 37.2
 CF0404;UTM  12      - 3,479,073.207   602,322.091   MT  0.99972913   +0 33 42.2
 CF0404
 CF0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0404!SPC AZ E     -   0.99973736  x   0.99990660  =   0.99964399
 CF0404!UTM  12      -   0.99973736  x   0.99972913  =   0.99946656
 CF0404
 CF0404|---------------------------------------------------------------------|
 CF0404| PID    Reference Object                     Distance      Geod. Az  |
 CF0404|                                                           dddmmss.s |
 CF0404| CS6093 BISBEE RM 3                           8.917 METERS 01345     |
 CF0404| CS6091 BISBEE RM 1                          19.898 METERS 08337     |
 CF0404| CS6092 BISBEE RM 2                           8.100 METERS 10645     |
 CF0404|---------------------------------------------------------------------|
 CF0404
 CF0404                          SUPERSEDED SURVEY CONTROL
 CF0404
 CF0404  NAD 83(1986)-  31 26 30.65179(N)    109 55 23.56856(W) AD(       ) 2
 CF0404  NGVD 29 (06/28/91) 1699.5    (m)         5576.     (f) VERT ANG    3  
 CF0404
 CF0404.Superseded values are not recommended for survey control.
 CF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0404.See file dsdata.txt to determine how the superseded data were derived.
 CF0404
 CF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0232279073(NAD 83)
 CF0404_MARKER: DS = TRIANGULATION STATION DISK
 CF0404_SETTING: 66 = SET IN ROCK OUTCROP
 CF0404_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0404+STABILITY: POSITION/ELEVATION WELL
 CF0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0404+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CF0404
 CF0404  HISTORY     - Date     Condition        Report By
 CF0404  HISTORY     - 1986     MONUMENTED       AZDT
 CF0404  HISTORY     - 20030806 GOOD             INDIV
 CF0404  HISTORY     - 20061209 GOOD             GEOCAC
 CF0404
 CF0404                          STATION DESCRIPTION
 CF0404
 CF0404'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0404'THE STATION IS LOCATED ON TOP OF A 50 FOOT CUTBANK ALONG THE NORTH
 CF0404'SIDE OF U.S. HIGHWAY 80 IN BISBEE.
 CF0404'
 CF0404'THE STATION MARK IS AN AZDT DISK STAMPED---BISBEE 1986---.  IT IS SET
 CF0404'IN A DRILL HOLE IN ROCK.  IT IS 27 FEET SOUTHWEST OF THE WITNESS POST.
 CF0404'
 CF0404'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BISBEE RM 1 1986---.  IT IS
 CF0404'SET IN A DRILL HOLE IN ROCK.  IT IS 17 FEET NORTH OF THE CUTBANK.
 CF0404'
 CF0404'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BISBEE RM 2 1986---.  IT IS
 CF0404'SET IN A DRILL HOLE IN ROCK.  IT IS 4 FEET NORTH OF THE CUTBANK.
 CF0404'
 CF0404'REFERENCE MARK 3 IS AN AZDT DISK STAMPED---BISBEE RM 3 1986---.  IT IS
 CF0404'SET IN A DRILL HOLE IN ROCK.
 CF0404'
 CF0404'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE, TRAVEL SOUTHEAST
 CF0404'ALONG TOMBSTONE CANYON ROAD FOR 0.2 MILE TO THE JUNCTION OF U.S.
 CF0404'HIGHWAY 80.  TRAVEL WEST ALONG U.S. 80 FOR 0.6 MILE TO MILE POST 340.8
 CF0404'AND THE STATION ON TOP OF CUTBANK ON THE RIGHT.
 CF0404
 CF0404                          STATION RECOVERY (2003)
 CF0404
 CF0404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BS)
 CF0404'RECOVERED IN GOOD CONDITION.
 CF0404
 CF0404                          STATION RECOVERY (2006)
 CF0404
 CF0404'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CF0404'RECOVERED AS DESCRIBED. NO WITNESS POST WAS NOTED. ACTUAL MEASUREMENTS
 CF0404'WERE NOT TAKEN, BUT RM 2 IS MUCH FARTHER FROM THE STATION THAN RM 1.
 CF0404'IT APPEARS THE DISTANCES HAVE BEEN ENTERED INCORRECTLY. ALL MARKS
 CF0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0907 ***********************************************************************
 FR0907  DESIGNATION -  BISH
 FR0907  PID         -  FR0907
 FR0907  STATE/COUNTY-  AZ/COCONINO
 FR0907  USGS QUAD   -  BISHOP LAKE (1981)
 FR0907
 FR0907                         *CURRENT SURVEY CONTROL
 FR0907  ___________________________________________________________________
 FR0907* NAD 83(1992)-  35 34 48.83444(N)    112 40 34.58101(W)     ADJUSTED  
 FR0907* NAVD 88     -      1840.9    (meters)    6040.     (feet)  VERTCON   
 FR0907  ___________________________________________________________________
 FR0907  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FR0907  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FR0907  HORZ ORDER  -  THIRD
 FR0907
 FR0907.The horizontal coordinates were established by classical geodetic methods
 FR0907.and adjusted by the National Geodetic Survey in August 1993.
 FR0907
 FR0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0907
 FR0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0907
 FR0907.The geoid height was determined by GEOID03.
 FR0907
 FR0907;                    North         East     Units Scale Factor Converg.
 FR0907;SPC AZ C     -   508,207.651   144,516.252   MT  0.99995839   -0 26 31.2
 FR0907;SPC AZ C     - 1,667,347.94    474,134.69   iFT  0.99995839   -0 26 31.2
 FR0907;UTM  12      - 3,938,684.587   348,117.915   MT  0.99988427   -0 58 31.8
 FR0907
 FR0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0907!SPC AZ C     -   0.99971493  x   0.99995839  =   0.99967333
 FR0907!UTM  12      -   0.99971493  x   0.99988427  =   0.99959923
 FR0907
 FR0907                          SUPERSEDED SURVEY CONTROL
 FR0907
 FR0907  NAD 83(1986)-  35 34 48.83321(N)    112 40 34.57790(W) AD(       ) 3
 FR0907  NAD 27      -  35 34 48.83300(N)    112 40 31.94600(W) AD(       ) 3
 FR0907  NGVD 29 (07/19/86) 1840.0    (m)         6037.     (f) VERT ANG    3  
 FR0907
 FR0907.Superseded values are not recommended for survey control.
 FR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0907.See file dsdata.txt to determine how the superseded data were derived.
 FR0907
 FR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4811838685(NAD 83)
 FR0907_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0907_SETTING: 0 = UNSPECIFIED SETTING
 FR0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0907
 FR0907  HISTORY     - Date     Condition        Report By
 FR0907  HISTORY     - 1955     MONUMENTED       CGS
 FR0907
 FR0907                          STATION DESCRIPTION
 FR0907
 FR0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0907'TO REACH THE STATION FROM THE W END OF ASHFORK, GO W ON U.S.
 FR0907'HIGHWAY 66 FOR 13.2 MI. TO A ROAD SIGN CROOKTON AT THE TOP OF A
 FR0907'HILL.  TURN RIGHT ONTO A GRADED ROAD AND GO N THROUGH A GATE
 FR0907'FOR 1.1 MI. TO THE RAILROAD TRACKS.  PASS THROUGH TWO GATES,
 FR0907'TAKE THE RIGHT FORK AND GO E AND N FOR 4.7 MI. TO A FORK.
 FR0907'TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN-TRAVELED ROAD
 FR0907'FOR 2.7 MI. TO A FORK.  TAKE THE RIGHT FORK AND GO 1.1 MI.,
 FR0907'PASS THROUGH A WIRE GATE AND GO 1.0 MI. TO A WOODEN GATE.
 FR0907'PASS THROUGH THE GATE AND GO 0.6 MI. TO A FORK.  TAKE THE LEFT
 FR0907'FORK AND FOLLOW THE MAIN ROAD N FOR 4.2 MI. TO A DAM AND
 FR0907'A DRY TANK.  CROSS ON THE DAM, BEAR RIGHT FOR 200 FT.
 FR0907'AFTER CROSSING THE DAM AND CONTINUE E FOR 1.0 MI. TO A
 FR0907'FORK.  TAKE THE LEFT FORK AND GO N FOR 4.2 MI. TO A WIRE GATE.
 FR0907'PASS THROUGH THE GATE AND CONTINUE N FOR 2.2 MI. TO A FORK.
 FR0907'TAKE THE RIGHT FORK FOR 0.3 MI. TO A REVERSE FORK TO THE
 FR0907'LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.2 MI. TO A REVERSE
 FR0907'FORK LEFT, CONTINUE STRAIGHT AHEAD FOR 0.4 MI. TO TWO
 FR0907'METAL TANKS ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.6
 FR0907'MI. TO A LINE OF ROCKS POINTING TO A RIDGE.  LEAVE
 FR0907'THE ROAD HERE AT ABOUT 90 DEG AND DRIVE NE ACROSS A DRY
 FR0907'LAKEBED FOR 1.0 MI. TO THE STATION.  THE MARK IS ABOUT 15
 FR0907'FT. E OF A LONE PINE TREE.  A STANDARD TOPOGRAPHIC DISK,
 FR0907'CEMENTED IN A CREVICE IN A ROCK, AND STAMPED BISH 1955.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1128 ***********************************************************************
 ET1128  DESIGNATION -  BISHOP
 ET1128  PID         -  ET1128
 ET1128  STATE/COUNTY-  AZ/YAVAPAI
 ET1128  USGS QUAD   -  JOES HILL (1969)
 ET1128
 ET1128                         *CURRENT SURVEY CONTROL
 ET1128  ___________________________________________________________________
 ET1128* NAD 83(1992)-  34 14 42.09597(N)    112 00 08.71703(W)     ADJUSTED  
 ET1128* NAVD 88     -      1256.4    (meters)    4122.     (feet)  VERTCON   
 ET1128  ___________________________________________________________________
 ET1128  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 ET1128  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 ET1128  HORZ ORDER  -  THIRD
 ET1128
 ET1128.The horizontal coordinates were established by classical geodetic methods
 ET1128.and adjusted by the National Geodetic Survey in August 1993.
 ET1128
 ET1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1128
 ET1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1128
 ET1128.The geoid height was determined by GEOID03.
 ET1128
 ET1128;                    North         East     Units Scale Factor Converg.
 ET1128;SPC AZ C     -   359,833.943   205,461.176   MT  0.99990077   -0 02 53.7
 ET1128;SPC AZ C     - 1,180,557.56    674,085.22   iFT  0.99990077   -0 02 53.7
 ET1128;UTM  12      - 3,789,779.012   407,693.459   MT  0.99970503   -0 33 50.9
 ET1128
 ET1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1128!SPC AZ C     -   0.99980704  x   0.99990077  =   0.99970783
 ET1128!UTM  12      -   0.99980704  x   0.99970503  =   0.99951212
 ET1128
 ET1128|---------------------------------------------------------------------|
 ET1128| PID    Reference Object                     Distance      Geod. Az  |
 ET1128|                                                           dddmmss.s |
 ET1128| CS6524 BISHOP RM 2                           8.622 METERS 06455     |
 ET1128| CS6523 BISHOP RM 1                           8.040 METERS 30225     |
 ET1128|---------------------------------------------------------------------|
 ET1128
 ET1128                          SUPERSEDED SURVEY CONTROL
 ET1128
 ET1128  NAD 83(1992)-  34 14 42.09064(N)    112 00 08.71626(W) AD(       ) 3
 ET1128  NGVD 29 (10/09/91) 1255.7    (m)         4120.     (f) VERT ANG    3  
 ET1128
 ET1128.Superseded values are not recommended for survey control.
 ET1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1128.See file dsdata.txt to determine how the superseded data were derived.
 ET1128
 ET1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0769389779(NAD 83)
 ET1128_MARKER: DD = SURVEY DISK
 ET1128_SETTING: 80 = SET IN A BOULDER
 ET1128_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1128+STABILITY: SURFACE MOTION
 ET1128
 ET1128  HISTORY     - Date     Condition        Report By
 ET1128  HISTORY     - 1966     MONUMENTED       USGS
 ET1128  HISTORY     - 1974     GOOD             USGS
 ET1128
 ET1128                          STATION DESCRIPTION
 ET1128
 ET1128'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ET1128'LOCATED ABOUT 25 MI SW. OF CAMP VERDE, 17 MI SE. OF MAYER, 15 MI
 ET1128'NE. OF CANYON.  ON ROCKY TOP ON LONG RIDGE.
 ET1128'
 ET1128'REACHED BY HELICOPTER.
 ET1128'
 ET1128'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---BISHOP 1966---,
 ET1128'CEMENTED IN DRILL HOLE IN LARGE BOULDER.
 ET1128'
 ET1128'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 ET1128'HOLE IN LARGE BOULDER AT SAME ELEVATION AS STATION MARK.
 ET1128'
 ET1128'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 ET1128'HOLE IN LARGE BOULDER AT SAME ELEVATION AS STATION MARK.
 ET1128
 ET1128                          STATION RECOVERY (1974)
 ET1128
 ET1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET1128'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 ET1128'RECOVERED FOR SUPPLEMENTAL VERTICAL CONTROL ONLY.  NEW TO REACH
 ET1128'FOLLOWS.
 ET1128'
 ET1128'TO REACH FROM CORDES JUNCION, DRIVE 3.2 MI S. ON INTERSTATE 17 TO
 ET1128'BLOODY BASIN EXIT.  GO 5.7 MI TO HORSESHOE RANCH, GO 3.7 MI ON
 ET1128'MAIN RD. THROUGH RANCH TO CATTLEGUARD AND DRIFT FENCE, GO 0.1 MI
 ET1128'ON MAIN RD. TO TRACK RD. LEFT, GO 1.6 MI NE.  CROSS-COUNTRY AND
 ET1128'GO UP SLOPE 0.6 MI E. TO TOP AND STATION.  4-WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0514 ***********************************************************************
 GP0514  DESIGNATION -  BISSEL
 GP0514  PID         -  GP0514
 GP0514  STATE/COUNTY-  AZ/COCONINO
 GP0514  USGS QUAD   -  CAPE ROYAL (1988)
 GP0514
 GP0514                         *CURRENT SURVEY CONTROL
 GP0514  ___________________________________________________________________
 GP0514* NAD 83(1992)-  36 00 56.54731(N)    111 54 43.62538(W)     ADJUSTED  
 GP0514* NAVD 88     -      2219.0    (meters)    7280.     (feet)  VERTCON   
 GP0514  ___________________________________________________________________
 GP0514  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 GP0514  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0514  HORZ ORDER  -  THIRD
 GP0514
 GP0514.The horizontal coordinates were established by classical geodetic methods
 GP0514.and adjusted by the National Geodetic Survey in August 1993.
 GP0514
 GP0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0514
 GP0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0514
 GP0514.The geoid height was determined by GEOID03.
 GP0514
 GP0514;                    North         East     Units Scale Factor Converg.
 GP0514;SPC AZ C     -   556,255.626   213,769.988   MT  0.99990000   +0 00 09.6
 GP0514;SPC AZ C     - 1,824,985.65    701,345.10   iFT  0.99990000   +0 00 09.6
 GP0514;UTM  12      - 3,986,075.364   417,808.183   MT  0.99968324   -0 32 10.9
 GP0514
 GP0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0514!SPC AZ C     -   0.99965548  x   0.99990000  =   0.99955552
 GP0514!UTM  12      -   0.99965548  x   0.99968324  =   0.99933883
 GP0514
 GP0514:                Primary Azimuth Mark                     Grid Az
 GP0514:SPC AZ C     -  HOLLENBECK                               068 17 49.7
 GP0514:UTM  12      -  HOLLENBECK                               068 50 10.2
 GP0514
 GP0514|---------------------------------------------------------------------|
 GP0514| PID    Reference Object                     Distance      Geod. Az  |
 GP0514|                                                           dddmmss.s |
 GP0514| GP0525 HOLLENBECK                          APPROX. 3.5 KM 0681759.3 |
 GP0514|---------------------------------------------------------------------|
 GP0514
 GP0514                          SUPERSEDED SURVEY CONTROL
 GP0514
 GP0514  NAD 83(1986)-  36 00 56.54434(N)    111 54 43.62318(W) AD(       ) 3
 GP0514  NGVD 29 (05/08/89) 2218.0    (m)         7277.     (f) VERT ANG    3  
 GP0514
 GP0514.Superseded values are not recommended for survey control.
 GP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0514.See file dsdata.txt to determine how the superseded data were derived.
 GP0514
 GP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1780886075(NAD 83)
 GP0514_MARKER: DB = BENCH MARK DISK
 GP0514_SETTING: 80 = SET IN A BOULDER
 GP0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0514+STABILITY: SURFACE MOTION
 GP0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0514+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 GP0514
 GP0514  HISTORY     - Date     Condition        Report By
 GP0514  HISTORY     - 1902     MONUMENTED       USGS
 GP0514  HISTORY     - 20060811 GOOD             GEOCAC
 GP0514
 GP0514                          STATION DESCRIPTION
 GP0514
 GP0514'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 GP0514'LOCATED ABOUT 7 MI NE. OF GRAND VIEW HOTEL.
 GP0514'
 GP0514'TO REACH TAKE WAGON RD.
 GP0514'
 GP0514'STATION MARK--BRONZE BM TABLET SET IN SOLID ROCK.
 GP0514'
 GP0514'RMS--NONE SET.
 GP0514
 GP0514                          STATION RECOVERY (2006)
 GP0514
 GP0514'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 GP0514'CONTACTED THE USGS FOR INFORMATION.
 GP0514'ORIGINAL TABLET HAD NO SPECIFIC MARKINGS.
 GP0514'7284 CANYON STAMPED DURING 1902-03 LEVELING.
 GP0514'LOCATED ON ZUNI POINT (KNOWN TO USGS WHEN SET AS BISSEL POINT).
 GP0514'GRAND VIEW HOTEL AND WAGON RD. NO LONGER EXIST.
 GP0514' 
 GP0514'TO REACH - TAKE HWY 64 EAST APPROX. 5.2 MILES FROM THE INTERSECTION OF
 GP0514'COCONINO RIM RD. TO A PULLOFF ON THE NORTH SIDE OF THE HIGHWAY.
 GP0514'HIKE ABOUT 0.5 MILES 308 DEGREES TRUE TO THE CANYON RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0264 ***********************************************************************
 FP0264  DESIGNATION -  BITTER
 FP0264  PID         -  FP0264
 FP0264  STATE/COUNTY-  AZ/NAVAJO
 FP0264  USGS QUAD   -  KACHINA POINT (1972)
 FP0264
 FP0264                         *CURRENT SURVEY CONTROL
 FP0264  ___________________________________________________________________
 FP0264* NAD 83(1992)-  35 00 42.34326(N)    109 51 52.77304(W)     ADJUSTED  
 FP0264* NAVD 88     -      1683.307  (meters)    5522.65   (feet)  ADJUSTED  
 FP0264  ___________________________________________________________________
 FP0264  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 FP0264  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FP0264  DYNAMIC HT  -        1680.969 (meters)    5514.98  (feet)  COMP
 FP0264  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 FP0264
 FP0264  HORZ ORDER  -  SECOND
 FP0264  VERT ORDER  -  SECOND    CLASS 0
 FP0264
 FP0264.The horizontal coordinates were established by classical geodetic methods
 FP0264.and adjusted by the National Geodetic Survey in August 1993.
 FP0264
 FP0264.The orthometric height was determined by differential leveling
 FP0264.and adjusted in June 1991.
 FP0264
 FP0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0264
 FP0264.The geoid height was determined by GEOID03.
 FP0264
 FP0264.The dynamic height is computed by dividing the NAVD 88
 FP0264.geopotential number by the normal gravity value computed on the
 FP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0264.degrees latitude (g = 980.6199 gals.).
 FP0264
 FP0264.The modeled gravity was interpolated from observed gravity values.
 FP0264
 FP0264;                    North         East     Units Scale Factor Converg.
 FP0264;SPC AZ E     -   444,920.651   240,923.053   MT  0.99990936   +0 10 23.8
 FP0264;SPC AZ E     - 1,459,713.42    790,429.96   iFT  0.99990936   +0 10 23.8
 FP0264;UTM  12      - 3,874,936.327   603,589.237   MT  0.99973225   +0 39 05.2
 FP0264
 FP0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0264!SPC AZ E     -   0.99973960  x   0.99990936  =   0.99964898
 FP0264!UTM  12      -   0.99973960  x   0.99973225  =   0.99947192
 FP0264
 FP0264|---------------------------------------------------------------------|
 FP0264| PID    Reference Object                     Distance      Geod. Az  |
 FP0264|                                                           dddmmss.s |
 FP0264| FP0265 BITTER RM 1                           7.919 METERS 06058     |
 FP0264| FP0263 BITTER RM 2                           7.782 METERS 23247     |
 FP0264| CD3144 HIGHWAY 66 STA 2668+79 5437.74                     2422540.4 |
 FP0264|---------------------------------------------------------------------|
 FP0264
 FP0264                          SUPERSEDED SURVEY CONTROL
 FP0264
 FP0264  NAD 83(1986)-  35 00 42.33662(N)    109 51 52.77504(W) AD(       ) 2
 FP0264  NAD 27      -  35 00 42.24920(N)    109 51 50.35340(W) AD(       ) 2
 FP0264  NGVD 29 (??/??/92) 1682.417  (m)         5519.73   (f) ADJ UNCH    2 0
 FP0264
 FP0264.Superseded values are not recommended for survey control.
 FP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0264.See file dsdata.txt to determine how the superseded data were derived.
 FP0264
 FP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0358974936(NAD 83)
 FP0264_MARKER: DS = TRIANGULATION STATION DISK
 FP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0264_STAMPING: BITTER 1959
 FP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0264+STABILITY: SURFACE MOTION
 FP0264
 FP0264  HISTORY     - Date     Condition        Report By
 FP0264  HISTORY     - 1959     MONUMENTED       CGS
 FP0264  HISTORY     - 1959     GOOD             CGS
 FP0264  HISTORY     - 1971     GOOD             AZHD
 FP0264  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0264
 FP0264                          STATION DESCRIPTION
 FP0264
 FP0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0264'THE STATION IS AT THE TOP OF A DEEP CUT ON THE SOUTH SIDE OF
 FP0264'U.S. HIGHWAY 66, ABOUT 3 MILES WEST OF THE NAVAJO-APACHE COUNTY
 FP0264'LINE.
 FP0264'
 FP0264'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO NORTH
 FP0264'AND EAST ON U.S. HIGHWAY 66 FOR 14.4 MILES TO A BRIDGE, CONTINUE
 FP0264'FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTH, OF THE
 FP0264'HIGHWAY.  CONTINUE EAST ON THE HIGHWAY FOR 0.6 MILE TO THE
 FP0264'STATION ON THE RIGHT, SOUTH, OF THE HIGHWAY.
 FP0264'
 FP0264'THE STATION IS A STANDARD DISK STAMPED BITTER 1959, SET IN A
 FP0264'12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH, 5 FEET NORTHWEST
 FP0264'OF A WITNESS POST, AND 3.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FP0264'
 FP0264'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BITTER NO 1 1959,
 FP0264'SET IN A 12-INCH SQ. CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 FP0264'22.6 FEET EAST OF THE WITNESS POST, AND 2.9 FEET NORTH OF THE
 FP0264'RIGHT-OF-WAY FENCE.
 FP0264'
 FP0264'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BITTER NO 2 1959,
 FP0264'SET IN A 12-INCH SQ. CONCRETE MONUMENT WHICH PROJECTS 6 INCHES,
 FP0264'29.1 FEET WEST OF THE WITNESS POST, AND 1.8 FEET NORTH OF THE
 FP0264'RIGHT-OF-WAY FENCE.
 FP0264'
 FP0264'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT ELEVATION
 FP0264'DISK, STAMPED 2668 X 79 5437.74, CEMENTED IN A DRILL HOLE IN THE
 FP0264'CENTER OF THE NORTH HEADWALL OF A CULVERT, WHICH RUNS UNDER THE
 FP0264'EAST BOUND LANE OF THE HIGHWAY.
 FP0264
 FP0264                          STATION RECOVERY (1959)
 FP0264
 FP0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0264'20.1 MI E FROM HOLBROOK.
 FP0264'20.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0264'AT HOLBROOK, THE STATION IS AT THE TOP OF A DEEP CUT ON THE SOUTH SIDE
 FP0264'OF THE HIGHWAY, 5 FEET NORTHWEST OF THE WITNESS POST, 3.8 FEET NORTH
 FP0264'OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FP0264'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FP0264
 FP0264                          STATION RECOVERY (1971)
 FP0264
 FP0264'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JMW)
 FP0264'A.  GENERAL LOCATION - INT. 40 BETWEEN HOLBROOK AND THE NEW
 FP0264'MEXICO LINE.  TO REACH FROM MILEPOST 306, INT. 40, WESTERLY ON
 FP0264'THE INT. FOR 0.2 MILES AND TO THE STATION ON THE RIGHT.  CONTINUE
 FP0264'ON THE INT. FOR ANOTHER 0.6 MILES TO THE AZIMUTH MARK.  THE
 FP0264'STATION IS LOCATED 5 FT NORTHWEST OF A USC AND GS WITNESS POST,
 FP0264'4 FT NORTH OF THE R/W FENCE LINE AND ON A RIDGE CREST.  IT IS A
 FP0264'STANDARD USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN
 FP0264'SQUARE CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED,
 FP0264'BITTER 1959.  R.M. 1 IS LOCATED ABOUT 25 FT EASTERLY OF THE
 FP0264'MAIN STATION, AND 2-1/4 FT NORTH OF THE SOUTH R/W FENCE LINE.  IT
 FP0264'IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12
 FP0264'IN SQUARE CONCRETE POST, UP 0.15 FT, STAMPED, BITTER NO 1 1959.
 FP0264'R.M. 2 IS LOCATED ABOUT 25 FT WEST OF THE MAIN STATION, AND
 FP0264'ABOUT 2 FT NORTH OF THE SOUTH R/W FENCE LINE.  IT IS A STANDARD
 FP0264'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE
 FP0264'CONCRETE POST, UP 0.1 FT., AND STAMPED, BITTER NO 2 1959.  THE
 FP0264'AZIMUTH MARK IS AN AHD BRASS CAP, SET IN THE NORTH HEADWALL
 FP0264'OF A CONCRETE CULVERT AND STAMPED, 2668+79 5437.74
 FP0264
 FP0264                          STATION RECOVERY (1983)
 FP0264
 FP0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0618 ***********************************************************************
 GP0618  DESIGNATION -  BITTER
 GP0618  PID         -  GP0618
 GP0618  STATE/COUNTY-  AZ/COCONINO
 GP0618  USGS QUAD   -  TANNER WELL (1985)
 GP0618
 GP0618                         *CURRENT SURVEY CONTROL
 GP0618  ___________________________________________________________________
 GP0618* NAD 83(1992)-  36 36 35.13301(N)    111 38 40.22250(W)     ADJUSTED  
 GP0618* NAVD 88     -      2030.1    (meters)    6660.     (feet)  VERTCON   
 GP0618  ___________________________________________________________________
 GP0618  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 GP0618  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 GP0618  HORZ ORDER  -  SECOND
 GP0618
 GP0618.The horizontal coordinates were established by classical geodetic methods
 GP0618.and adjusted by the National Geodetic Survey in August 1993.
 GP0618
 GP0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0618
 GP0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0618
 GP0618.The geoid height was determined by GEOID03.
 GP0618
 GP0618;                    North         East     Units Scale Factor Converg.
 GP0618;SPC AZ C     -   622,202.330   237,706.285   MT  0.99990730   +0 09 44.3
 GP0618;SPC AZ C     - 2,041,346.23    779,876.26   iFT  0.99990730   +0 09 44.3
 GP0618;UTM  12      - 4,051,776.442   442,362.287   MT  0.99964093   -0 23 03.7
 GP0618
 GP0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0618!SPC AZ C     -   0.99968509  x   0.99990730  =   0.99959241
 GP0618!UTM  12      -   0.99968509  x   0.99964093  =   0.99932613
 GP0618
 GP0618|---------------------------------------------------------------------|
 GP0618| PID    Reference Object                     Distance      Geod. Az  |
 GP0618|                                                           dddmmss.s |
 GP0618| CH2728 BITTER RM 3 AZIMUTH                   8.490 METERS 00543     |
 GP0618| CH2727 BITTER RM 2                           8.490 METERS 10108     |
 GP0618| CH2726 BITTER RM 1                           7.645 METERS 34055     |
 GP0618| CH2729 BITTER RM 4                           5.876 METERS 35205     |
 GP0618|---------------------------------------------------------------------|
 GP0618
 GP0618                          SUPERSEDED SURVEY CONTROL
 GP0618
 GP0618  NAD 83(1986)-  36 36 35.12998(N)    111 38 40.21904(W) AD(       ) 2
 GP0618  NAD 27      -  36 36 35.17100(N)    111 38 37.65200(W) AD(       ) 2
 GP0618  NGVD 29 (07/12/88) 2029.1    (m)         6657.     (f) VERT ANG    3  
 GP0618
 GP0618.Superseded values are not recommended for survey control.
 GP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0618.See file dsdata.txt to determine how the superseded data were derived.
 GP0618
 GP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4236251776(NAD 83)
 GP0618_MARKER: DS = TRIANGULATION STATION DISK
 GP0618_SETTING: 66 = SET IN ROCK OUTCROP
 GP0618_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0618+STABILITY: POSITION/ELEVATION WELL
 GP0618
 GP0618  HISTORY     - Date     Condition        Report By
 GP0618  HISTORY     - 1934     MONUMENTED       CGS
 GP0618  HISTORY     - 1953     GOOD             CGS
 GP0618  HISTORY     - 1954     GOOD             USGS
 GP0618  HISTORY     - 1972     SEE DESCRIPTION  AZHD
 GP0618  HISTORY     - 1983     GOOD             AZDT
 GP0618
 GP0618                          STATION DESCRIPTION
 GP0618
 GP0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0618'STATION IS LOCATED ABOUT 8 FEET EAST OF THE FACE OF THE EDGE
 GP0618'OF THE CLIFF, 17 MILES AIRLINE NORTH OF CEDAR RIDGE TRADING
 GP0618'POST, AND ABOUT 1 MILE EAST OF U.S. HIGHWAY 89.
 GP0618'
 GP0618'REACHED FROM CEDAR RIDGE TRADING POST BY GOING NORTH ON U.S.
 GP0618'HIGHWAY 89 FOR 19.0 MILES, OR 1.6 MILES AFTER CROSSING THE
 GP0618'BRIDGE OVER TANNERS WASH, TURN RIGHT ACROSS COUNTRY (EAST)
 GP0618'GO 1.0 MILE TO THE BASE OF THE MOUNTAIN, FROM THIS POINT
 GP0618'FOLLOW THE TRAIL TO THE NORTH AND EAST TO THE RIDGE, THENCE
 GP0618'SOUTH AND WEST ALONG THE RIDGE FOR ABOUT 2 MILES TO HIGHEST
 GP0618'POINT IN THE IMMEDIATE VICINITY AND STATION.  2 HOURS PACK.
 GP0618'
 GP0618'AZIMUTH MARK IS ON THE SOUTH SIDE OF THE FIRST KNOLL 1/4 MILE
 GP0618'NORTH OF THE STATION.
 GP0618'
 GP0618'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0618
 GP0618                          STATION RECOVERY (1953)
 GP0618
 GP0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GP0618'STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 GP0618'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GP0618'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  A NEW REFERENCE MARK,
 GP0618'NO. 4 WAS ESTABLISHED.
 GP0618'
 GP0618'THE 1934 DESCRIPTION OF THE ROUTE TO STATION IS ADEQUATE,
 GP0618'HOWEVER, THE STATION MAY BE REACHED WITH A 4-WHEEL DRIVE
 GP0618'VEHICLE.  THE COMPLETE DESCRIPTION FOLLOWS--
 GP0618'
 GP0618'STATION IS ABOUT 17 MILES NORTH OF THE CEDAR RIDGE TRADING POST
 GP0618'AND 1-1/4 MILES EAST-NORTHEAST OF THE BRIDGE OVER TANNERS
 GP0618'WASH ON U.S. HIGHWAY 89.  IT IS ON NAVAJO INDIAN RESERVATION
 GP0618'LANON A HIGH RIMROCK WITH SCATTERED GROWTHS OF JUNIPERS
 GP0618'ON THE SLOPES TO THE EAST AND NORTHEAST ALONG THE RIDGE FORMING
 GP0618'THE RIM.  THE STATION LOCATION IS VISIBLE FROM THE BRIDGE
 GP0618'OVER TANNERS WASH.  THE POINT IS ABOUT 8 FEET EAST OF THE
 GP0618'FACE OF THE CLIFF.
 GP0618'
 GP0618'TO REACH FROM THE CEDAR RIDGE TRADING POST, ON U.S. HIGHWAY
 GP0618'89, GO EASTERLY ON THE OLD TRACK ROAD UP THROUGH THE GAP IN
 GP0618'THE RIMROCK FOR 2.5 MILES TO FORKS AT THE SUMMIT OF THE
 GP0618'SANDY, GRASS AND JUNIPER-COVERED MESA.  (NOTE--THERE ARE
 GP0618'NUMEROUS ROADS FORMING THE FOLLOWING JUNCTIONS).  TAKE RIGHT
 GP0618'FORK FOR 0.05 MILE THEN TAKE LEFT FORK, EAST-NORTHEAST, FOR
 GP0618'2.45 MILES TO FORKS.  CONTINUE STRAIGHT AHEAD ON THE RIGHT
 GP0618'FORK, KEEPING ON THE MAIN ROAD WHICH IS VERY SANDY AND WITH
 GP0618'THE DEEPEST RUTS, FOR 10.2 MILES TO FORKS.  KEEP RIGHT FORK
 GP0618'FOR 2.1 MILES TO A DIM CROSSROAD WHERE SEVERAL TRACKS LEAD
 GP0618'OFF TO THE LEFT, WESTWARD.  CONTINUE NORTHERLY ON THE
 GP0618'MAIN ROAD FOR 0.4 MILE TO A DIM ROAD ON THE LEFT.  TURN
 GP0618'LEFT AND FOLLOW DIM ROAD WEST-NORTHWEST FOR 0.5 MILE TO AN
 GP0618'INDIAN ROCK HOGAN ON THE RIGHT AND CORRALS ON THE LEFT.
 GP0618'KEEP ON LEFT SIDE OF HOGAN AND CONTINUE ON DIM ROAD
 GP0618'NORTHWESTERLY, FOR 0.9 MILE TO A LONE CORRAL ON THE
 GP0618'RIGHT.  CONTINUE ON DIM ROAD WHICH SWINGS BACK TO THE
 GP0618'LEFT, WEST-SOUTHWEST, UP DRAW ALONG THE LEFT SIDE OF A
 GP0618'PROMINENT OUTCROPPING LEDGE-ROCK FORMATION, FOR 1.8 MILES
 GP0618'TO A Y-FORK INTERSECTION.  TAKE RIGHT FORK,
 GP0618'WEST-NORTHWEST, FOR 1 MILE TO A REVERSE Y-FORK AND CROSSROAD.
 GP0618'CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR 0.05 MILE TO FORKS.
 GP0618'KEEP LEFT FORK, MAIN ROAD, NORTHWEST, FOR 0.1 MILE TO A
 GP0618'CROSSROAD AND FORKS.  KEEP LEFT FORK FOR 1.35 MILES TO A DIM
 GP0618'FORK.  TAKE RIGHT FORK FOR 0.6 MILE TO OLD CORRALS ON THE
 GP0618'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A TRAIL
 GP0618'INTERSECTION AND END OF ROAD.  THIS POINT IS AT A LARGE
 GP0618'SMOOTH ROCK FORMATION NEAR TWO SMALL PINE TREES, TRIMMED, ONE
 GP0618'ON THE RIGHT AND ONE ON THE LEFT SIDE OF THE ROAD.  KEEP
 GP0618'STRAIGHT AHEAD ON JEEP TRACKS UP SANDY, SAGE-COVERED RIDGE,
 GP0618'WESTERLY, FOR 0.9 MILE TO THE BASE OF THE DRIFTING SAND
 GP0618'DUNES.  BEAR TO THE RIGHT INTO EDGE OF JUNIPERS THENCE LEFT,
 GP0618'WEST AND SOUTHWEST, UP ROCKY SLOPES, WINDING THROUGH THE
 GP0618'JUNIPERS, FOR ABOUT 0.8 MILE TO THE HIGHEST POINT AND
 GP0618'STATION.  THIS IS A 2-1/2 HOUR JEEP DRIVE FROM CEDAR
 GP0618'RIDGE.
 GP0618'
 GP0618'THE STATION MAY BE REACHED FROM CEDAR RIDGE TRADING POST BY
 GP0618'GOING NORTH ON U.S. HIGHWAY 89 FOR 19 MILES TO A POINT 1.6
 GP0618'MILES BEYOND THE BRIDGE OVER TANNERS WASH.  TURN RIGHT, EAST,
 GP0618'ACROSS COUNTRY FOR 1 MILE TO THE BASE OF THE MOUNTAIN RANGE
 GP0618'AND THE END OF TRUCK TRAVEL.  FOLLOW THE TRAIL TO THE NORTH
 GP0618'AND EAST TO THE TOP OF THE RIDGE, THENCE SOUTH AND WEST ALONG
 GP0618'THE RIDGE FOR ABOUT 2 MILES TO THE HIGHEST POINT AND STATION.
 GP0618'
 GP0618'STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 GP0618'HOLES IN BEDROCK AS DESCRIBED.
 GP0618'
 GP0618'STATION MARK, STAMPED BITTER 1934, IS SET IN A SLOPING ROCK
 GP0618'FORMATION.
 GP0618'
 GP0618'REFERENCE MARK 2, STAMPED BITTER NO 2 1934, IS ABOUT 1 FOOT
 GP0618'LOWER THAN STATION.
 GP0618'
 GP0618'REFERENCE MARK 4, STAMPED BITTER NO 4 1953 1934, IS ABOUT
 GP0618'3 FEET LOWER THAN THE STATION.
 GP0618'
 GP0618'REFERENCE MARK 3 (AZIMUTH MARK), IS STAMPED BITTER NO 3 1934.
 GP0618'IT IS ON THE SOUTH SLOPE OF THE FIRST KNOLL ABOUT 0.2 MILE NORTH
 GP0618'OF THE STATION.  MARKED BY A CAIRN.
 GP0618
 GP0618                          STATION RECOVERY (1954)
 GP0618
 GP0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0618'RECOVERED IN GOOD CONDITION.
 GP0618
 GP0618                          STATION RECOVERY (1972)
 GP0618
 GP0618'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0618'GENERAL LOCATION ABOUT 17 MILES AIRLINE N. OF CEDAR RIDGE
 GP0618'TRADING POST AND ABOUT 1 MILE E OF HWY. 89.
 GP0618'
 GP0618'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GP0618'
 GP0618'STATION MARK STD USC AND GS BC STAMPED BITTER 1934.
 GP0618'
 GP0618'REFERENCE MARKS STD USC AND GS BCS STAMPED BITTER NO 2
 GP0618'1934 AND BITTER NO 4 1953 COND. GOOD.
 GP0618'
 GP0618'AZIMUTH MARK NOT OBSERVED.
 GP0618
 GP0618                          STATION RECOVERY (1983)
 GP0618
 GP0618'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0618'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 GP0618'DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0618'
 GP0618'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH 0.1
 GP0618'MILE ALONG ELM STREET TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES TO
 GP0618'THE JUNCTION OF U.S. HIGHWAYS 89L AND 89.  TURN LEFT AND TRAVEL SOUTH
 GP0618'ALONG U.S. 89 FOR 20.2 MILES TO MILE POST 527.8 AND A TRAIL ROAD ON
 GP0618'THE LEFT JUST BEFORE REACHING A LARGE HIGHWAY CUT.  TURN LEFT KEEPING
 GP0618'TO THE LEFT TRAIL ROAD FOR 0.75 MILE TO A TRAIL ROAD JUNCTION,
 GP0618'CONTINUE SOUTH FOR 0.85 MILE TO A FORK.  TAKE THE RIGHT FORK 0.05 MILE
 GP0618'TO A T ROAD.  TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE TO A SIDE
 GP0618'ROAD LEFT, TURN LEFT AND TRAVEL SOUTH FOR 0.55 MILE TO A FORK.  TAKE
 GP0618'RIGHT FORK FOR 0.1 MILE TO A FORK, CONTINUE STRAIGHT AHEAD FOR 0.65
 GP0618'MILE TO A FORK, TAKE LEFT FORK FOR 2.15 MILE TO A FORK, TAKE RIGHT
 GP0618'FORK 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT 300 FEET WEST.  TRAVEL
 GP0618'AHEAD TO THE STATION ON THE HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1450 ***********************************************************************
 DA1450  DESIGNATION -  BITTER
 DA1450  PID         -  DA1450
 DA1450  STATE/COUNTY-  AZ/PINAL
 DA1450  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA1450
 DA1450                         *CURRENT SURVEY CONTROL
 DA1450  ___________________________________________________________________
 DA1450* NAD 83(1992)-  32 37 55.12526(N)    112 08 05.05522(W)     ADJUSTED  
 DA1450* NAVD 88     -       892.     (meters)    2927.     (feet)  SCALED    
 DA1450  ___________________________________________________________________
 DA1450  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DA1450  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA1450  HORZ ORDER  -  SECOND
 DA1450
 DA1450.The horizontal coordinates were established by classical geodetic methods
 DA1450.and adjusted by the National Geodetic Survey in August 1993.
 DA1450
 DA1450.The orthometric height was scaled from a topographic map.
 DA1450
 DA1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1450
 DA1450.The geoid height was determined by GEOID03.
 DA1450
 DA1450;                    North         East     Units Scale Factor Converg.
 DA1450;SPC AZ C     -   180,962.681   192,898.414   MT  0.99990516   -0 07 03.3
 DA1450;SPC AZ C     -   593,709.58    632,868.81   iFT  0.99990516   -0 07 03.3
 DA1450;UTM  12      - 3,611,057.761   393,556.725   MT  0.99973971   -0 36 43.0
 DA1450
 DA1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1450!SPC AZ C     -   0.99986481  x   0.99990516  =   0.99976998
 DA1450!UTM  12      -   0.99986481  x   0.99973971  =   0.99960455
 DA1450
 DA1450|---------------------------------------------------------------------|
 DA1450| PID    Reference Object                     Distance      Geod. Az  |
 DA1450|                                                           dddmmss.s |
 DA1450| CH4373 BITTER RM 1                           2.298 METERS 03424     |
 DA1450| CH4374 BITTER RM 2                           2.815 METERS 10544     |
 DA1450| CH4372 BITTER AZ MK                                       1541010.9 |
 DA1450|---------------------------------------------------------------------|
 DA1450
 DA1450                          SUPERSEDED SURVEY CONTROL
 DA1450
 DA1450  NAD 83(1986)-  32 37 55.11504(N)    112 08 05.05627(W) AD(       ) 2
 DA1450  NAD 27      -  32 37 54.91500(N)    112 08 02.55100(W) AD(       ) 2
 DA1450
 DA1450.Superseded values are not recommended for survey control.
 DA1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1450.See file dsdata.txt to determine how the superseded data were derived.
 DA1450
 DA1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9355711058(NAD 83)
 DA1450_MARKER: DS = TRIANGULATION STATION DISK
 DA1450_SETTING: 80 = SET IN A BOULDER
 DA1450_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1450
 DA1450  HISTORY     - Date     Condition        Report By
 DA1450  HISTORY     - 1936     MONUMENTED       CGS
 DA1450  HISTORY     - 1972     GOOD             AZHD
 DA1450
 DA1450                          STATION DESCRIPTION
 DA1450
 DA1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1450'LOCATED ON THE NORTHWEST PEAK, THE HIGHER OF TWO PEAKS ABOUT
 DA1450'1.4 MILES NORTHWEST OF BITTER WELLS, 14 MILES WEST AND 3 MILES
 DA1450'SOUTH OF JACK RABBIT STORE.  THE TWIN PEAK MOUNTAIN, PROMINENT
 DA1450'FROM ALL SIDES, HAS A SADDLE BETWEEN THE PEAKS WHICH ARE
 DA1450'ABOUT 0.2 MILE APART.  MARK IS A STANDARD BRONZE DISK.
 DA1450'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1450'REFERENCE DISK IS 2.298 METERS (7.54 FEET) FROM
 DA1450'STATION N 34 DEG 24 MIN E.  REFERENCE MARK NO. 2, A
 DA1450'STANDARD BRONZE REFERENCE DISK IS 2.815 METERS
 DA1450'(9.24 FEET) FROM STATION S 74 DEG 16 MIN E.  THE
 DA1450'AZIMUTH MARK, A STANDARD BRONZE DISK IS ON THE
 DA1450'HIGHEST POINT OF THE PEAK ABOUT 0.2 MILE FROM STATION
 DA1450'S 25 DEG 50 MIN E.
 DA1450
 DA1450                          STATION RECOVERY (1972)
 DA1450
 DA1450'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1450'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1450'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1450'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0265 ***********************************************************************
 FP0265  DESIGNATION -  BITTER RM 1
 FP0265  PID         -  FP0265
 FP0265  STATE/COUNTY-  AZ/NAVAJO
 FP0265  USGS QUAD   -  KACHINA POINT (1972)
 FP0265
 FP0265                         *CURRENT SURVEY CONTROL
 FP0265  ___________________________________________________________________
 FP0265* NAD 83(1986)-  35 00 42.     (N)    109 51 51.     (W)     SCALED    
 FP0265* NAVD 88     -      1683.342  (meters)    5522.76   (feet)  ADJUSTED  
 FP0265  ___________________________________________________________________
 FP0265  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FP0265  DYNAMIC HT  -        1681.004 (meters)    5515.09  (feet)  COMP
 FP0265  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 FP0265
 FP0265  VERT ORDER  -  SECOND    CLASS 0
 FP0265
 FP0265.The horizontal coordinates were scaled from a topographic map and have
 FP0265.an estimated accuracy of +/- 6 seconds.
 FP0265
 FP0265.The orthometric height was determined by differential leveling
 FP0265.and adjusted in June 1991.
 FP0265
 FP0265.The geoid height was determined by GEOID03.
 FP0265
 FP0265.The dynamic height is computed by dividing the NAVD 88
 FP0265.geopotential number by the normal gravity value computed on the
 FP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0265.degrees latitude (g = 980.6199 gals.).
 FP0265
 FP0265.The modeled gravity was interpolated from observed gravity values.
 FP0265
 FP0265;                    North         East    Units  Estimated Accuracy
 FP0265;SPC AZ E     -   444,910.      240,970.      MT  (+/- 180 meters Scaled)
 FP0265
 FP0265                          SUPERSEDED SURVEY CONTROL
 FP0265
 FP0265  NGVD 29 (??/??/92) 1682.453  (m)         5519.85   (f) ADJ UNCH    2 0
 FP0265
 FP0265.Superseded values are not recommended for survey control.
 FP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0265.See file dsdata.txt to determine how the superseded data were derived.
 FP0265
 FP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD036749(NAD 83)
 FP0265_MARKER: DR = REFERENCE MARK DISK
 FP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0265_STAMPING: BITTER NO 1 1959
 FP0265_MARK LOGO: CGS   
 FP0265_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0265+STABILITY: SURFACE MOTION
 FP0265
 FP0265  HISTORY     - Date     Condition        Report By
 FP0265  HISTORY     - 1959     MONUMENTED       CGS
 FP0265  HISTORY     - 1983     GOOD             NGS
 FP0265
 FP0265                          STATION DESCRIPTION
 FP0265
 FP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0265'20.1 MI E FROM HOLBROOK.
 FP0265'20.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0265'AT HOLBROOK, 22.6 FEET EAST OF THE WITNESS POST, 2.9 FEET NORTH OF THE
 FP0265'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0265'THAT PROJECTS 4 INCHES.
 FP0265
 FP0265                          STATION RECOVERY (1983)
 FP0265
 FP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0265'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  30.5 KM (18.95
 FP0265'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0265'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 FP0265'306, ON TOP OF A HIGHWAY CUT, 27.5 METERS (90.2 FT) SOUTHEAST OF THE
 FP0265'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 0.6 METER
 FP0265'(2.0 FT) NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0265'THE MARK IS 6.8 METERS  NE FROM A WITNESS POST.
 FP0265'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0263 ***********************************************************************
 FP0263  DESIGNATION -  BITTER RM 2
 FP0263  PID         -  FP0263
 FP0263  STATE/COUNTY-  AZ/NAVAJO
 FP0263  USGS QUAD   -  KACHINA POINT (1972)
 FP0263
 FP0263                         *CURRENT SURVEY CONTROL
 FP0263  ___________________________________________________________________
 FP0263* NAD 83(1986)-  35 00 42.     (N)    109 51 53.     (W)     SCALED    
 FP0263* NAVD 88     -      1683.095  (meters)    5521.95   (feet)  ADJUSTED  
 FP0263  ___________________________________________________________________
 FP0263  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FP0263  DYNAMIC HT  -        1680.757 (meters)    5514.28  (feet)  COMP
 FP0263  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 FP0263
 FP0263  VERT ORDER  -  SECOND    CLASS 0
 FP0263
 FP0263.The horizontal coordinates were scaled from a topographic map and have
 FP0263.an estimated accuracy of +/- 6 seconds.
 FP0263
 FP0263.The orthometric height was determined by differential leveling
 FP0263.and adjusted in June 1991.
 FP0263
 FP0263.The geoid height was determined by GEOID03.
 FP0263
 FP0263.The dynamic height is computed by dividing the NAVD 88
 FP0263.geopotential number by the normal gravity value computed on the
 FP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0263.degrees latitude (g = 980.6199 gals.).
 FP0263
 FP0263.The modeled gravity was interpolated from observed gravity values.
 FP0263
 FP0263;                    North         East    Units  Estimated Accuracy
 FP0263;SPC AZ E     -   444,910.      240,920.      MT  (+/- 180 meters Scaled)
 FP0263
 FP0263                          SUPERSEDED SURVEY CONTROL
 FP0263
 FP0263  NGVD 29 (??/??/92) 1682.206  (m)         5519.04   (f) ADJ UNCH    2 0
 FP0263
 FP0263.Superseded values are not recommended for survey control.
 FP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0263.See file dsdata.txt to determine how the superseded data were derived.
 FP0263
 FP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD035749(NAD 83)
 FP0263_MARKER: DR = REFERENCE MARK DISK
 FP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0263_STAMPING: BITTER NO 2 1959
 FP0263_MARK LOGO: CGS   
 FP0263_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0263+STABILITY: SURFACE MOTION
 FP0263
 FP0263  HISTORY     - Date     Condition        Report By
 FP0263  HISTORY     - 1959     MONUMENTED       CGS
 FP0263  HISTORY     - 1983     GOOD             NGS
 FP0263
 FP0263                          STATION DESCRIPTION
 FP0263
 FP0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0263'20.1 MI E FROM HOLBROOK.
 FP0263'20.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0263'AT HOLBROOK 29.1 FEET WEST OF THE WITNESS POST, 1.8 FEET NORTH OF THE
 FP0263'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0263'THAT PROJECTS 6 INCHES.
 FP0263
 FP0263                          STATION RECOVERY (1983)
 FP0263
 FP0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0263'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  30.5 KM (18.95
 FP0263'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0263'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 FP0263'306, ON TOP OF A HIGHWAY CUT, 27.5 METERS (90.2 FT) SOUTHEAST OF THE
 FP0263'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 0.5 METER
 FP0263'(1.6 FT) NORTHWEST OF A FENCE.  NOTE=NOT LEVELED TO THIS SURVEY.
 FP0263'THE MARK IS 8.8 METERS  SW FROM A WITNESS POST.
 FP0263'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0621 ***********************************************************************
 DV0621  DESIGNATION -  BLACK
 DV0621  PID         -  DV0621
 DV0621  STATE/COUNTY-  AZ/MARICOPA
 DV0621  USGS QUAD   -  PHOENIX (1982)
 DV0621
 DV0621                         *CURRENT SURVEY CONTROL
 DV0621  ___________________________________________________________________
 DV0621* NAD 83(1992)-  33 27 32.78278(N)    112 06 28.05147(W)     ADJUSTED  
 DV0621* NAVD 88     -       328.681  (meters)    1078.35   (feet)  ADJUSTED  
 DV0621  ___________________________________________________________________
 DV0621  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 DV0621  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0621  DYNAMIC HT  -         328.299 (meters)    1077.09  (feet)  COMP
 DV0621  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0621
 DV0621  HORZ ORDER  -  SECOND
 DV0621  VERT ORDER  -  SECOND    CLASS 0
 DV0621
 DV0621.The horizontal coordinates were established by classical geodetic methods
 DV0621.and adjusted by the National Geodetic Survey in August 1993.
 DV0621
 DV0621.The orthometric height was determined by differential leveling
 DV0621.and adjusted in November 1993.
 DV0621
 DV0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0621
 DV0621.The geoid height was determined by GEOID03.
 DV0621
 DV0621.The dynamic height is computed by dividing the NAVD 88
 DV0621.geopotential number by the normal gravity value computed on the
 DV0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0621.degrees latitude (g = 980.6199 gals.).
 DV0621
 DV0621.The modeled gravity was interpolated from observed gravity values.
 DV0621
 DV0621;                    North         East     Units Scale Factor Converg.
 DV0621;SPC AZ C     -   272,681.606   195,593.558   MT  0.99990389   -0 06 19.4
 DV0621;SPC AZ C     -   894,624.69    641,711.15   iFT  0.99990389   -0 06 19.4
 DV0621;UTM  12      - 3,702,734.150   397,051.426   MT  0.99973066   -0 36 39.0
 DV0621
 DV0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0621!SPC AZ C     -   0.99995310  x   0.99990389  =   0.99985700
 DV0621!UTM  12      -   0.99995310  x   0.99973066  =   0.99968378
 DV0621
 DV0621|---------------------------------------------------------------------|
 DV0621| PID    Reference Object                     Distance      Geod. Az  |
 DV0621|                                                           dddmmss.s |
 DV0621| DV0619 BLACK RM 1                           19.768 METERS 02718     |
 DV0621| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 3.2 KM 0980736.8 |
 DV0621| DV0620 BLACK RM 2                           19.266 METERS 15139     |
 DV0621| DV2063 PHOENIX RADIO STA KHAT MAST         APPROX. 1.3 KM 3143725.3 |
 DV0621| DV0622 BLACK AZ MK                                        3474549.9 |
 DV0621|---------------------------------------------------------------------|
 DV0621
 DV0621                          SUPERSEDED SURVEY CONTROL
 DV0621
 DV0621  NAD 83(1986)-  33 27 32.77696(N)    112 06 28.05679(W) AD(       ) 2
 DV0621  NAD 27      -  33 27 32.62170(N)    112 06 25.51830(W) AD(       ) 2
 DV0621  NGVD 29 (??/??/92)  328.026  (m)         1076.20   (f) ADJ UNCH    2 0
 DV0621
 DV0621.Superseded values are not recommended for survey control.
 DV0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0621.See file dsdata.txt to determine how the superseded data were derived.
 DV0621
 DV0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9705102734(NAD 83)
 DV0621_MARKER: DE = TRAVERSE STATION DISK
 DV0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0621_STAMPING: BLACK 1963
 DV0621_MARK LOGO: CGS   
 DV0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0621+STABILITY: SURFACE MOTION
 DV0621
 DV0621  HISTORY     - Date     Condition        Report By
 DV0621  HISTORY     - 1963     MONUMENTED       CGS
 DV0621  HISTORY     - 1963     GOOD             CGS
 DV0621  HISTORY     - 1981     GOOD             AZDT
 DV0621
 DV0621                          STATION DESCRIPTION
 DV0621
 DV0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0621'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE CENTER OF
 DV0621'DOWNTOWN PHOENIX, ABOUT 0.05 MILE NORTH OF THE INTERSECTION OF
 DV0621'ROOSEVELT STREET AND BLACK CANYON HIGHWAY AND ON THE WEST SIDE
 DV0621'OF THE NORTH BOUND LANE OF BLACK CANYON HIGHWAY.
 DV0621'
 DV0621'TO REACH THE STATION FROM THE INTERSECTION OF WEST VAN BUREN
 DV0621'STREET AND BLACK CANYON HIGHWAY IN THE WEST OF PHOENIX, GO
 DV0621'NORTH ON BLACK CANYON HIGHWAY FOR 0.55 MILE TO THE STATION ON
 DV0621'THE LEFT AS DESCRIBED BELOW.
 DV0621'
 DV0621'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BLACK 1963, IS
 DV0621'SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DV0621'OF THE GROUND.  THE MARK IS 4 FEET EAST OF A CYCLONE FENCE AND
 DV0621'THE EDGE OF AN EMBANKMENT ABOVE THE BLACK CANYON FREEWAY, 5
 DV0621'FEET NORTHEAST OF A WITNESS POST AND 43 FEET WEST OF THE
 DV0621'CENTERLINE OF THE NORTH BOUND LANE OF BLACK CANYON HIGHWAY.
 DV0621'
 DV0621'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BLACK NO 1
 DV0621'1963, IS SET IN A DRILL HOLE IN THE WEST CURB OF THE NORTH
 DV0621'BOUND LANE OF THE BLACK CANYON HIGHWAY.  THE MARK IS 12.8 FEET
 DV0621'WEST OF THE CENTERLINE OF BLACK CANYON HIGHWAY, 33.5 FEET EAST
 DV0621'OF A CYCLONE FENCE AND THE EDGE OF AN EMBANKMENT ABOVE THE BLACK
 DV0621'CANYON FREEWAY AND 70 FEET NORTHEAST OF A WITNESS POST.
 DV0621'
 DV0621'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BLACK NO 2
 DV0621'1963, IS SET IN A DRILL HOLE IN THE WEST CURB OF THE NORTH BOUND
 DV0621'LANE OF THE BLACK CANYON HIGHWAY.  THE MARK IS 12.6 FEET WEST
 DV0621'OF THE CENTERLINE OF BLACK CANYON HIGHWAY, 33 FEET EAST OF A
 DV0621'CYCLONE FENCE AND THE EDGE OF AN EMBANKMENT ABOVE THE BLACK
 DV0621'CANYON FREEWAY AND 61 FEET SOUTHEAST OF A WITNESS POST.
 DV0621'
 DV0621'AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1963, IS SET IN A
 DV0621'DRILL HOLE IN THE SOUTHEAST BRIDGE ABUTMENT AT THE INTERSECTION
 DV0621'OF BLACK CANYON HIGHWAY AND WEST MC DOWELL ROAD.  THE MARK IS 1.5
 DV0621'FEET EAST OF THE WEST END OF THE ABUTMENT AND 8.8 FEET WEST OF
 DV0621'THE EAST END OF THE ABUTMENT.
 DV0621'
 DV0621'ARIZONA HIGHWAY DEPARTMENT MARK STAMPED T 084 15 IS SET IN A
 DV0621'DRILL HOLE IN THE NORTH CURB AT THE MAIN FOOTING OF THE BRIDGE
 DV0621'AT THE INTERSECTION OF BLACK CANYON HIGHWAY AND WEST MC DOWELL
 DV0621'ROAD.  THE MARK IS 34.3 FEET WEST OF THE EAST END OF THE
 DV0621'BRIDGE ABUTMENT.
 DV0621'
 DV0621'TO REACH THE AZIMUTH MARK AND THE ARIZONA HIGHWAY DEPARTMENT
 DV0621'MARK FROM THE STATION, GO NORTH ON BLACK CANYON HIGHWAY FOR
 DV0621'0.45 MILE TO THE MARKS AS DESCRIBED.
 DV0621
 DV0621                          STATION RECOVERY (1963)
 DV0621
 DV0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0621'IN PHOENIX.
 DV0621'AT THE EAST SIDE OF THE BLACK CANYON FREEWAY, ABOUT 0.1 MILE NORTH OF
 DV0621'ROOSEVELT STREET, ABOUT 0.4 MILE SOUTH OF WEST MCDOWELL ROAD OVERPASS
 DV0621'OVER THE BLACK CANYON FREEWAY, 43 FEET WEST OF THE CENTER OF THE NORTH
 DV0621'BOUND SERVICE ROAD, 3 FEET EAST OF A FENCE, 5.0 FEET NORTHEAST OF A
 DV0621'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE SERVICE ROAD,
 DV0621'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0621
 DV0621                          STATION RECOVERY (1981)
 DV0621
 DV0621'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0621'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DV0621'2.0 MI (3.22 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV0621'19TH AVENUE TO ADAMS STREET, THENCE NORTH 0.6 MI (0.99 KM) ON BLACK
 DV0621'CANYON HIGHWAY TO STATION LOCATED ON WEST SIDE, 3.0 FT (0.91 METERS)
 DV0621'EAST OF FREEWAY FENCE AND 43.0 FT (13.10 METERS) WEST OF BLACK CANYON
 DV0621'HIGHWAY CENTERLINE, A STANDARD USCGS BRASS CAP SET IN CONCRETE
 DV0621'CYLINDER 0.1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0744 ***********************************************************************
 CY0744  DESIGNATION -  BLACK
 CY0744  PID         -  CY0744
 CY0744  STATE/COUNTY-  AZ/GRAHAM
 CY0744  USGS QUAD   -  EDEN (1985)
 CY0744
 CY0744                         *CURRENT SURVEY CONTROL
 CY0744  ___________________________________________________________________
 CY0744* NAD 83(1992)-  32 59 44.25758(N)    109 56 48.27164(W)     ADJUSTED  
 CY0744* NAVD 88     -       863.025  (meters)    2831.44   (feet)  ADJUSTED  
 CY0744  ___________________________________________________________________
 CY0744  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CY0744  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0744  DYNAMIC HT  -         861.836 (meters)    2827.54  (feet)  COMP
 CY0744  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 CY0744
 CY0744  HORZ ORDER  -  FIRST
 CY0744  VERT ORDER  -  FIRST     CLASS II
 CY0744
 CY0744.The horizontal coordinates were established by classical geodetic methods
 CY0744.and adjusted by the National Geodetic Survey in August 1993.
 CY0744
 CY0744.The orthometric height was determined by differential leveling
 CY0744.and adjusted in June 1991.
 CY0744
 CY0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0744
 CY0744.The geoid height was determined by GEOID03.
 CY0744
 CY0744.The dynamic height is computed by dividing the NAVD 88
 CY0744.geopotential number by the normal gravity value computed on the
 CY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0744.degrees latitude (g = 980.6199 gals.).
 CY0744
 CY0744.The modeled gravity was interpolated from observed gravity values.
 CY0744
 CY0744;                    North         East     Units Scale Factor Converg.
 CY0744;SPC AZ E     -   221,288.097   233,911.635   MT  0.99990521   +0 07 11.2
 CY0744;SPC AZ E     -   726,010.82    767,426.62   iFT  0.99990521   +0 07 11.2
 CY0744;UTM  12      - 3,651,294.721   598,398.089   MT  0.99971938   +0 34 25.0
 CY0744
 CY0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0744!SPC AZ E     -   0.99986878  x   0.99990521  =   0.99977400
 CY0744!UTM  12      -   0.99986878  x   0.99971938  =   0.99958820
 CY0744
 CY0744:                Primary Azimuth Mark                     Grid Az
 CY0744:SPC AZ E     -  PEAK TARGET 5 1/2 MI NW SEEP             017 35 59.7
 CY0744:UTM  12      -  PEAK TARGET 5 1/2 MI NW SEEP             017 08 45.9
 CY0744
 CY0744|---------------------------------------------------------------------|
 CY0744| PID    Reference Object                     Distance      Geod. Az  |
 CY0744|                                                           dddmmss.s |
 CY0744| DT0780 PEAK TARGET 5 1/2 MI NW SEEP        APPROX.15.0 KM 0174310.9 |
 CY0744| CC5934 HIGHWAY 70 STA 3381+13                             0591009.7 |
 CY0744| CY0568 J 15                                               0601356.4 |
 CY0744| CY1245 HOT SPRINGS HOTEL BELFRY            APPROX. 4.4 KM 0861657.8 |
 CY0744| CY0745 BLACK RM 1                           10.024 METERS 16124     |
 CY0744| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.29.9 KM 1964433.4 |
 CY0744| CY0746 BLACK RM 2                           11.202 METERS 24755     |
 CY0744| DU1949 DIAMOND                             APPROX.22.4 KM 3391155.9 |
 CY0744| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX. 4.7 KM 3391442.3 |
 CY0744| DT0785 GILA PEAK TARGET                    APPROX.22.0 KM 3584322.1 |
 CY0744|---------------------------------------------------------------------|
 CY0744
 CY0744                          SUPERSEDED SURVEY CONTROL
 CY0744
 CY0744  NAD 83(1986)-  32 59 44.25343(N)    109 56 48.27262(W) AD(       ) 1
 CY0744  NAD 27      -  32 59 44.03400(N)    109 56 45.97100(W) AD(       ) 1
 CY0744  NGVD 29 (06/21/91)  862.33   (m)         2829.2    (f) LEVELING    3  
 CY0744
 CY0744.Superseded values are not recommended for survey control.
 CY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0744.See file dsdata.txt to determine how the superseded data were derived.
 CY0744
 CY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9839851295(NAD 83)
 CY0744_MARKER: DS = TRIANGULATION STATION DISK
 CY0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0744_SP_SET: CONCRETE POST
 CY0744_STAMPING: BLACK 1945
 CY0744_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0744+STABILITY: SURFACE MOTION
 CY0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0744+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CY0744
 CY0744  HISTORY     - Date     Condition        Report By
 CY0744  HISTORY     - 1945     MONUMENTED       CGS
 CY0744  HISTORY     - 1960     GOOD             CGS
 CY0744  HISTORY     - 1968     GOOD             AMS
 CY0744  HISTORY     - 1979     GOOD             NGS
 CY0744  HISTORY     - 1985     GOOD             AZDT
 CY0744  HISTORY     - 20081009 GOOD             GEOCAC
 CY0744
 CY0744                          STATION DESCRIPTION
 CY0744
 CY0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0744'STATION IS 3 MILES (AIR LINE) SSE OF FT. THOMAS AND IS 10 MILES
 CY0744'(AIR LINE) NW OF PIMA.  THE STATION IS ON THE N END OF A LOW
 CY0744'RIDGE ABOUT 1/2 MILE S OF U.S. HIGHWAY 70.
 CY0744'
 CY0744'TO REACH STATION FROM THE FIRE DEPARTMENT IN PIMA, GO W ON
 CY0744'U.S. HIGHWAY 70 FOR 10.2 MILES TO A STONE HOUSE ON THE RIGHT
 CY0744'AND A GRAVEL ROAD LEFT.  (THIS POINT IS 3.0 MILES E OF FT.
 CY0744'THOMAS ON U.S. HIGHWAY 70.) THE AZIMUTH MARK IS JUST TO THE
 CY0744'LEFT OF THE ROAD AT THIS POINT.  TURN LEFT ON THE GRAVEL ROAD
 CY0744'AND GO ACROSS THE RAILROAD TRACKS FOR 0.3 MILE TO A
 CY0744'T-INTERSECTION.  HERE TURN RIGHT AND GO 0.1 MILE TO A FORK.  TAKE
 CY0744'THE LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK
 CY0744'AND GO 0.2 MILE TO A FORK ON TOP OF THE RIDGE WITH A SMALL
 CY0744'CEMETERY TO THE LEFT.  TAKE THE LEFT FORK AND GO 0.2 MILE
 CY0744'ALONG THE TOP OF THE RIDGE TO THE WITNESS POST AND THE
 CY0744'END OF TRUCK TRAVEL.
 CY0744'
 CY0744'STATION IS 15 FEET SSW OF THE EDGE OF THE MESA AND 19 FEET
 CY0744'ESE OF THE WITNESS POST.  IT IS MARKED BY A BRONZE STATION
 CY0744'DISK SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES
 CY0744'ABOVE THE GROUND AND IS STAMPED BLACK 1945.  UNDERGROUND MARK
 CY0744'IS A BRONZE STATION DISK SET IN CONCRETE.
 CY0744'
 CY0744'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0744'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS ABOUT 6 INCHES
 CY0744'BELOW THE STATION.  THE MARK IS SE OF THE STATION AND IS
 CY0744'STAMPED BLACK NO 1 1945.
 CY0744'
 CY0744'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0744'CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND IS ABOUT 6
 CY0744'INCHES BELOW THE STATION.  THE MARK IS WSW OF THE STATION AND
 CY0744'IS STAMPED BLACK NO 2 1945.
 CY0744'
 CY0744'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE CONCRETE
 CY0744'POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0744'J 15 1933.  THE MARK IS 3.5 FEET WSW OF THE WITNESS POST, 35.5
 CY0744'FEET WSW OF THE CENTER LINE OF U.S. HIGHWAY 70, 23 FEET ENE
 CY0744'OF THE CENTER OF THE SOUTHERN PACIFIC CO. RAILROAD TRACKS, AND
 CY0744'33 FEET SSE OF THE CENTER OF THE GRADED ROAD TO STATION.
 CY0744'THE MARK IS ENE OF THE STATION.
 CY0744'
 CY0744'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY0744
 CY0744                          STATION RECOVERY (1960)
 CY0744
 CY0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0744'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CY0744'WERE RECOVERED AND FOUND IN GOOD CONDITION.  IT IS BELIEVED
 CY0744'THE AZIMUTH MARK WAS DESTROYED WHEN THE HIGHWAY WAS IMPROVED.
 CY0744'ANOTHER MARK WAS USED FOR THE AZIMUTH MARK.  A DIFFERENT ROUTE TO
 CY0744'THE STATION WAS USED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CY0744'
 CY0744'THE STATION IS ABOUT 10 MILES NORTHWEST OF PIMA, ABOUT 3 MILES
 CY0744'SOUTH OF FT. THOMAS 0.35 MILE WEST OF U.S. HIGHWAY 70 AND 0.15
 CY0744'MILE NORTH OF A SMALL CEMETERY.
 CY0744'
 CY0744'TO REACH THE STATION FROM THE POST OFFICE AT FT. THOMAS GO
 CY0744'SOUTHEAST ON U.S. HIGHWAY 70 FOR 2.9 MILES TO THE ARIZONA HIGHWAY
 CY0744'DEPT. ELEV. DISK ON THE RIGHT, JUST BEFORE REACHING A SIDE ROAD
 CY0744'RIGHT.  TURN RIGHT ON THE SIDE ROAD AND GO WEST FOR 0.25 MILE
 CY0744'TO A ROAD LEFT, JUST AFTER CROSSING AN IRRIGATION DITCH, CONTINUE
 CY0744'AHEAD BEARING TO THE RIGHT ON THE MAIN TRAVELED ROAD FOR 0.15
 CY0744'MILE TO A FORK, KEEP LEFT FORK, SOUTHERLY, FOR 0.3 MILE TO A
 CY0744'FORK.  HERE TAKE LEFT FORK FOR 0.25 MILE TO A T ROAD
 CY0744'INTERSECTION AT THE TOP OF THE RIDGE, TURN LEFT, NORTH, 0.1 MILE
 CY0744'TO A SMALL CEMETERY, PASS THRU THE CEMETERY AND CONTINUE
 CY0744'NORTH ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION.
 CY0744'
 CY0744'THE STATION MARK, STAMPED BLACK 1945, IS A STANDARD DISK SET
 CY0744'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0744'3 INCHES.  IT IS 19 FEET EAST OF THE WITNESS POST
 CY0744'
 CY0744'REFERENCE MARK NO. 1, STAMPED BLACK NO 1 1945, IS A STANDARD
 CY0744'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 CY0744'PROJECTS 3 INCHES.  IT IS 46 FEET SOUTHEAST OF THE WITNESS
 CY0744'POST.
 CY0744'
 CY0744'REFERENCE MARK NO. 2, STAMPED BLACK NO 2 1945, IS A STANDARD
 CY0744'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0744'2 INCHES.  IT IS 25 FEET SOUTHWEST OF THE WITNESS POST.
 CY0744'
 CY0744'THE ARIZONA HIGHWAY DEPT. ELEV. DISK, WHICH WAS USED FOR THE
 CY0744'AZIMUTH MARK, IS STAMPED 2726.68 3381+13 1959.  THE DISK IS
 CY0744'CEMENTED IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE
 CY0744'CULVERT.  IT IS 37 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 CY0744'70, 26 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 CY0744'TRACKS AND 23 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD.
 CY0744
 CY0744                          STATION RECOVERY (1968)
 CY0744
 CY0744'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY0744'STATION IS LOCATED ABOUT 10.2 AIRMILES (NW) OF PIMA AND 3.1 AIRMILES
 CY0744'(SE) OF FORT THOMAS.
 CY0744'
 CY0744'TO REACH STATION FROM UNION HIGH SCHOOL IN FT. THOMAS GO (E)
 CY0744'ON U.S. HWY 70 FOR 3.4 MILES TO A ROAD RIGHT, TURN RIGHT (SSW)
 CY0744'CROSS R.R. TRACKS AND GO 0.3 MILE TO THE BASE OF A HILL AND A
 CY0744'ROAD RIGHT AND A HOUSE ON THE LEFT, PROCEED STRAIGHT TO THE
 CY0744'TOP OF THE HILL AND A Y INTERSECTION, TAKE THE RIGHT FORK
 CY0744'(NNW) AND TRAVEL ALONG THE TOP OF THE HILL PASSING THROUGH
 CY0744'A CEMETERY AND ON TO THE STATION LOCATED ON THE RIGHT SIDE
 CY0744'(N) OF THE ROAD IMMEDIATELY BEFORE A LEFT CURVE.  STATION IS
 CY0744'LOCATED 24 FT FROM THE (N) EDGE OF THE HILL AND 19 FT AT 270
 CY0744'DEG (MAG AZ) TO A WITNESS POST.
 CY0744'
 CY0744'REFERENCE MARK 1 IS (SE) ON A MAG AZ OF 135 DEG AT A DISTANCE
 CY0744'OF 32.90 FT AND A DE OF +0.9 FEET.
 CY0744'
 CY0744'REFERENCE MARK 2 IS (SW) ON A MAG AZ OF 220 DEG AT A DISTANCE
 CY0744'OF 36.75 FT AND A DE OF +0.8 FEET.
 CY0744'
 CY0744'AZIMUTH MARK WAS NOT RECOVERED.
 CY0744'
 CY0744'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW FROM STATION IS GOOD
 CY0744'IN ALL DIRECTIONS FOR APPROXIMATELY 10 MILES.
 CY0744
 CY0744                          STATION RECOVERY (1979)
 CY0744
 CY0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0744'4.3 MI SE FROM FT THOMAS.
 CY0744'3.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0744'FT. THOMAS, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD TO THE TOP OF A
 CY0744'MESA, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD THROUGH THE ASHURST
 CY0744'CEMETERY AND PAST A MICROWAVE TOWER, 23 FEET WEST OF THE EAST EDGE
 CY0744'OF THE MESA, 37 FEET NORTHEAST OF RM 2 AND 33 FEET NORTHWEST OF
 CY0744'RM 1.
 CY0744'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 CY0744'THE MARK IS 100 FT ABOVE THE HIGHWAY.
 CY0744
 CY0744                          STATION RECOVERY (1985)
 CY0744
 CY0744'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY0744'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CY0744'IN 1945.  A NEW ROUTE TO THE STATION FOLLOWS.
 CY0744'
 CY0744'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST
 CY0744'ALONG U.S. HIGHWAY 70 FOR 10.0 MILES TO MILE POST 310.15 AND A BLADED
 CY0744'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO THE GATE
 CY0744'OF A CEMETERY.  PASS THROUGH GATE FOR 0.1 MILE TO THE WEST GATE OF THE
 CY0744'CEMETERY.  PASS THROUGH THE GATE AND TRAVEL 0.1 MILE TO THE NORTH EDGE
 CY0744'OF THE MESA AND THE STATION.
 CY0744
 CY0744                          STATION RECOVERY (2008)
 CY0744
 CY0744'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0744'RECOVERED AS DESCRIBED, IN GOOD CONDITION. APPROACHED USING THE 1945
 CY0744'TO-REACH. THE 1985 TO-REACH IS INCORRECT IN THAT AFTER TURNING OFF
 CY0744'HIGHWAY 70 ONE MUST TRAVEL 0.6 MILE WEST (NOT SOUTH) TO THE GATE OF
 CY0744'THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1032 ***********************************************************************
 ES1032  DESIGNATION -  BLACK
 ES1032  PID         -  ES1032
 ES1032  STATE/COUNTY-  AZ/YAVAPAI
 ES1032  USGS QUAD   -  CORNVILLE (1968)
 ES1032
 ES1032                         *CURRENT SURVEY CONTROL
 ES1032  ___________________________________________________________________
 ES1032* NAD 83(1992)-  34 41 38.27352(N)    111 59 03.09921(W)     ADJUSTED  
 ES1032* NAVD 88     -      1041.3    (meters)    3416.     (feet)  VERTCON   
 ES1032  ___________________________________________________________________
 ES1032  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 ES1032  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 ES1032  HORZ ORDER  -  SECOND
 ES1032
 ES1032.The horizontal coordinates were established by classical geodetic methods
 ES1032.and adjusted by the National Geodetic Survey in August 1993.
 ES1032
 ES1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1032
 ES1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1032
 ES1032.The geoid height was determined by GEOID03.
 ES1032
 ES1032;                    North         East     Units Scale Factor Converg.
 ES1032;SPC AZ C     -   409,628.829   207,173.288   MT  0.99990047   -0 02 18.4
 ES1032;SPC AZ C     - 1,343,926.60    679,702.39   iFT  0.99990047   -0 02 18.4
 ES1032;UTM  12      - 3,839,546.495   409,855.982   MT  0.99970015   -0 33 36.8
 ES1032
 ES1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1032!SPC AZ C     -   0.99984061  x   0.99990047  =   0.99974109
 ES1032!UTM  12      -   0.99984061  x   0.99970015  =   0.99954080
 ES1032
 ES1032:                Primary Azimuth Mark                     Grid Az
 ES1032:SPC AZ C     -  SHEEP                                    023 55 09.8
 ES1032:UTM  12      -  SHEEP                                    024 26 28.2
 ES1032
 ES1032|---------------------------------------------------------------------|
 ES1032| PID    Reference Object                     Distance      Geod. Az  |
 ES1032|                                                           dddmmss.s |
 ES1032| ES1039 SHEEP                               APPROX. 8.0 KM 0235251.4 |
 ES1032| CH2733 BLACK RM 1                           10.118 METERS 15131     |
 ES1032| CH2734 BLACK RM 2                            9.578 METERS 33057     |
 ES1032|---------------------------------------------------------------------|
 ES1032
 ES1032                          SUPERSEDED SURVEY CONTROL
 ES1032
 ES1032  NAD 83(1986)-  34 41 38.26914(N)    111 59 03.09542(W) AD(       ) 2
 ES1032  NAD 27      -  34 41 38.19017(N)    111 59 00.53758(W) AD(       ) 2
 ES1032  NGVD 29 (07/19/86) 1040.6    (m)         3414.     (f) VERT ANG    3  
 ES1032
 ES1032.Superseded values are not recommended for survey control.
 ES1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1032.See file dsdata.txt to determine how the superseded data were derived.
 ES1032
 ES1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0985639546(NAD 83)
 ES1032_MARKER: DD = SURVEY DISK
 ES1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1032
 ES1032  HISTORY     - Date     Condition        Report By
 ES1032  HISTORY     - 1979     MONUMENTED       AZDT
 ES1032  HISTORY     - 19950426 GOOD             USPSQD
 ES1032  HISTORY     - 20050508 GOOD             USPSQD
 ES1032
 ES1032                          STATION DESCRIPTION
 ES1032
 ES1032'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1032'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF COTTONWOOD, 11.5
 ES1032'MILES NORTHWEST OF CAMP VERDE AND IN THE WEST RIGHT-OF-WAY OF STATE
 ES1032'ROUTE 279 ON TOP OF A HWY. CUTBANK.
 ES1032'
 ES1032'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---BLACK 1979---SET
 ES1032'IN A 10 INCH DIAMETER CONCRETE MONUMENT AND 96 FEET WEST OF HWY.
 ES1032'CENTERLINE MARKED BY A WITNESS POST AND SIGN 2 FEET TO THE WEST.
 ES1032'
 ES1032'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BLACK RM 1
 ES1032'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1032'HWY. CENTERLINE.
 ES1032'
 ES1032'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BLACK RM 2
 ES1032'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1032'HWY. CENTERLINE.
 ES1032'
 ES1032'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1032'ON EAST MINGUS AVE. FOR 0.8 MILE TO U.S. HWY. 89A, TURN LEFT ON HWY.
 ES1032'AND GO 1.7 MILE TO MAIN ST. (U.S. HWY. 89A), TURN RIGHT ON MAIN STC
 ES1032'AND GO 0.6 MILE TO THE JUNCTION OF U.S. HWY. 89A AND STATE ROUTE 279.
 ES1032'TURN RIGHT ON HWY. 279 AND GO SOUTHEAST FOR 2.2 MILES AND THE STATION
 ES1032'ON THE RIGHT ABOVE A HWY. CUTBANK.
 ES1032
 ES1032                          STATION RECOVERY (1995)
 ES1032
 ES1032'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES1032'RECOVERED IN GOOD CONDITION.
 ES1032
 ES1032                          STATION RECOVERY (2005)
 ES1032
 ES1032'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES1032'STATION MARK STAMPED BLACK 1979 FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0363 ***********************************************************************
 GQ0363  DESIGNATION -  BLACK
 GQ0363  PID         -  GQ0363
 GQ0363  STATE/COUNTY-  AZ/MOHAVE
 GQ0363  USGS QUAD   -  YELLOWHORSE FLAT (1979)
 GQ0363
 GQ0363                         *CURRENT SURVEY CONTROL
 GQ0363  ___________________________________________________________________
 GQ0363* NAD 83(1992)-  36 59 42.07412(N)    113 29 58.29748(W)     ADJUSTED  
 GQ0363* NAVD 88     -      1068.8    (meters)    3507.     (feet)  VERTCON   
 GQ0363  ___________________________________________________________________
 GQ0363  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 GQ0363  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 GQ0363  HORZ ORDER  -  FIRST
 GQ0363
 GQ0363.The horizontal coordinates were established by classical geodetic methods
 GQ0363.and adjusted by the National Geodetic Survey in November 1997.
 GQ0363
 GQ0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0363
 GQ0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0363
 GQ0363.The geoid height was determined by GEOID03.
 GQ0363
 GQ0363;                    North         East     Units Scale Factor Converg.
 GQ0363;SPC AZ W     -   664,969.040   235,655.001   MT  0.99993945   +0 09 02.6
 GQ0363;SPC AZ W     - 2,181,656.96    773,146.33   iFT  0.99993945   +0 09 02.6
 GQ0363;SPC UT S     - 3,038,345.094   322,012.630   MT  1.00004539   -1 13 30.3
 GQ0363;UTM  12      - 4,097,240.601   277,567.773   MT  1.00020954   -1 30 16.9
 GQ0363
 GQ0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0363!SPC AZ W     -   0.99983613  x   0.99993945  =   0.99977559
 GQ0363!SPC UT S     -   0.99983613  x   1.00004539  =   0.99988152
 GQ0363!UTM  12      -   0.99983613  x   1.00020954  =   1.00004564
 GQ0363
 GQ0363:                Primary Azimuth Mark                     Grid Az
 GQ0363:SPC AZ W     -  LOS ANGELES SALT LK AWY BN 37B           004 17 43.4
 GQ0363:SPC UT S     -  LOS ANGELES SALT LK AWY BN 37B           005 40 16.3
 GQ0363:UTM  12      -  LOS ANGELES SALT LK AWY BN 37B           005 57 02.9
 GQ0363
 GQ0363|---------------------------------------------------------------------|
 GQ0363| PID    Reference Object                     Distance      Geod. Az  |
 GQ0363|                                                           dddmmss.s |
 GQ0363| HO0622 LOS ANGELES SALT LK AWY BN 37B      APPROX.13.6 KM 0042646.0 |
 GQ0363| CH2731 BLACK RM 1                            4.932 METERS 05432     |
 GQ0363| CH2732 BLACK RM 2                            4.319 METERS 10552     |
 GQ0363| CH2730 BLACK AZ MK                                        1961718.4 |
 GQ0363| HO0627 LOS ANGELES SALT LK AWY BN 37A      APPROX.13.5 KM 3223347.2 |
 GQ0363| HO0629 ST GEORGE MORMON TEMPLE SPIRE       APPROX.13.6 KM 3291536.4 |
 GQ0363|---------------------------------------------------------------------|
 GQ0363
 GQ0363                          SUPERSEDED SURVEY CONTROL
 GQ0363
 GQ0363  NAD 83(1992)-  36 59 42.07174(N)    113 29 58.29823(W) AD(       ) 1
 GQ0363  NAD 83(1986)-  36 59 42.06955(N)    113 29 58.29673(W) AD(       ) 1
 GQ0363  NAD 27      -  36 59 42.13300(N)    113 29 55.46800(W) AD(       ) 1
 GQ0363  NGVD 29 (07/19/86) 1068.0    (m)         3504.     (f) VERT ANG    3  
 GQ0363
 GQ0363.Superseded values are not recommended for survey control.
 GQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0363.See file dsdata.txt to determine how the superseded data were derived.
 GQ0363
 GQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7756897241(NAD 83)
 GQ0363_MARKER: DS = TRIANGULATION STATION DISK
 GQ0363_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0363
 GQ0363  HISTORY     - Date     Condition        Report By
 GQ0363  HISTORY     - 1938     MONUMENTED       CGS
 GQ0363  HISTORY     - 1953     GOOD             CGS
 GQ0363  HISTORY     - 1960     GOOD             CGS
 GQ0363  HISTORY     - 1971     GOOD             LAWPC
 GQ0363  HISTORY     - 1972     GOOD             AZHD
 GQ0363
 GQ0363                          STATION DESCRIPTION
 GQ0363
 GQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0363'STATION IS ABOUT 9 MILES AIRLINE SOUTHEAST OF ST. GEORGE,
 GQ0363'UTAH, AND ABOUT 0.5 MILE SOUTH OF THE ARIZONA-UTAH STATE
 GQ0363'LINE, ON THE HIGHEST POINT OF A BLACK, ROCKY BUTTE WHICH IS
 GQ0363'PROMINENT IN THE LOCALITY.  THERE IS AN IRREGULAR RIDGE RUNNING
 GQ0363'ALONG THE TOP OF THE BUTTE FROM THE SOUTHEAST TO THE NORTHWEST.
 GQ0363'THE STATION IS ON THE HIGHEST POINT OF THE RIDGE.  REFERENCE
 GQ0363'MARK NO. 1 IS NORTHEAST OF THE STATION AT THE SAME ELEVATION.
 GQ0363'REFERENCE MARK NO. 2 IS EAST OF THE STATION AT THE SAME
 GQ0363'ELEVATION.  AZIMUTH MARK IS ABOUT 1/2 MILE SOUTH OF THE
 GQ0363'STATION ON A LOWER RIDGE RUNNING OUT FROM BUTTE IN A
 GQ0363'SOUTHERN DIRECTION.  IT IS ABOUT 200 FEET LOWER THAN THE
 GQ0363'STATION.
 GQ0363'
 GQ0363'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE TABLETS
 GQ0363'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0363'
 GQ0363'STATION IS REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0363'BY GOING EAST 0.7 MILE TO THE NORTHEAST CORNER OF CEMETERY.
 GQ0363'THENCE TURN RIGHT AND GO SOUTH, EAST, AND SOUTH FOR 2.1 MILES
 GQ0363'TO BRIDGE AT THE VIRGIN RIVER.  THENCE CROSS BRIDGE AND TAKE
 GQ0363'RIGHT FORK, THE MAIN TRAVELED ROAD STRAIGHT AHEAD FOR 2.1
 GQ0363'MILES TO BRIDGE AT FORT PIERCE WASH.  THENCE CROSS BRIDGE AND
 GQ0363'CONTINUE ON THE MAIN TRAVELED ROAD FOR 4.55 MILES TO A SIGN
 GQ0363'ON THE RIGHT (ARIZONA STATE LINE).  THENCE CONTINUE ON FOR
 GQ0363'0.3 MILE TO A TRACK ROAD LEADING LEFT UP A SMALL WASH.  TURN
 GQ0363'LEFT ON THE TRACK ROAD WHICH GOES IN AND OUT OF WASH AND GO
 GQ0363'0.4 MILE.  HERE THE MAIN TRAVELED ROAD TURNS RIGHT, OUT OF
 GQ0363'WASH.  TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR
 GQ0363'0.6 MILE TO THE TOP OF RIDGE AND TRIANGULATION STATION
 GQ0363'PIERCE ON THE RIGHT.  FROM HERE BLACK BEARS 69 DEG
 GQ0363'MAGNETIC.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 4.4 MILES TO
 GQ0363'THE SOUTHEAST SIDE OF THE BUTTE AND THE END OF TRUCK
 GQ0363'TRAVEL.  FROM HERE WALK NORTHWEST TO HIGHEST POINT AND
 GQ0363'STATION SITE.
 GQ0363
 GQ0363                          STATION RECOVERY (1953)
 GQ0363
 GQ0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0363'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WAS RECOVERED
 GQ0363'IN GOOD CONDITION.  A SMALL DIFFERENCE WAS NOTED IN THE
 GQ0363'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.  THE ORIGINAL
 GQ0363'TO REACH IS NOW OBSOLETE.  A COMPLETE DESCRIPTION FOLLOWS.
 GQ0363'
 GQ0363'THE STATION IS LOCATED 9 MILES AIR LINE SOUTHEAST OF ST.
 GQ0363'GEORGE, UTAH AND 0.5 MILE SOUTH OF THE ARIZONA-UTAH STATE
 GQ0363'LINE.  IT IS ON THE HIGHEST POINT OF A BLACK, ROCKY, PROMINENT
 GQ0363'BUTTE.
 GQ0363'
 GQ0363'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0363'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0363'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0363'CROSSING A BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0363'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW
 GQ0363'THE GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK
 GQ0363'AND FOLLOW THE GRADED ROAD SOUTH FOR 3.65 MILES TO A CATTLE
 GQ0363'GUARD.  CONTINUE SOUTH ON THE GRADED ROAD FOR 0.4 MILE TO A
 GQ0363'DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD UP
 GQ0363'WASH FOR 0.3 MILE.  LEAVE THE WASH AND FOLLOW THE TRACK ROAD
 GQ0363'RIGHT FOR 2.4 MILES TO A GATE.  PASS THROUGH THE GATE AND
 GQ0363'FOLLOW THE TRACK ROAD FOR 1.0 MILE.  TURN LEFT AND DRIVE
 GQ0363'NORTH ACROSS COUNTRY TOWARD HIGHEST POINT FOR ABOUT 0.6
 GQ0363'MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH TO THE HIGHEST
 GQ0363'POINT AND THE STATION.  A 1/2-HOUR PACK.
 GQ0363'
 GQ0363'THE STATION MARK, A STANDARD DISK STAMPED BLACK 1938, IS
 GQ0363'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0363'8 INCHES ABOVE THE GROUND.
 GQ0363'
 GQ0363'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK NO 1 1938,
 GQ0363'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0363'WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0363'
 GQ0363'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK NO 2 1938,
 GQ0363'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0363'4 INCHES ON THE NORTH AND WEST SIDES AND PROJECTS 1 FOOT
 GQ0363'ON THE SOUTH AND EAST SIDES.  IT IS ABOUT THE SAME ELEVATION
 GQ0363'AS THE STATION.
 GQ0363'
 GQ0363'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1938, IS SET
 GQ0363'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0363'THE GROUND.  IT IS 1 FOOT WEST OF A CAIRN AND IN THE APPROXIMATE
 GQ0363'CENTER OF THE LOW BENCH-LIKE RIDGE RUNNING SOUTH OF THE
 GQ0363'STATION.
 GQ0363
 GQ0363                          STATION RECOVERY (1960)
 GQ0363
 GQ0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0363'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION WAS
 GQ0363'NOT OCCUPIED AT THIS TIME.
 GQ0363
 GQ0363                          STATION RECOVERY (1971)
 GQ0363
 GQ0363'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0363'BLACK 1938-GOOD
 GQ0363
 GQ0363                          STATION RECOVERY (1972)
 GQ0363
 GQ0363'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0363'GENERAL LOCATION ABOUT 9 MILES AIRLINE SE OF ST GEORGE,
 GQ0363'UTAH AND ABOUT 0.5 MILE S OF ARIZ.-UTAH STATE LINE
 GQ0363'
 GQ0363'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0363'
 GQ0363'STATION MARK STD USC AND GS BC SET IN BEDROCK OUTCROPPING
 GQ0363'STAMPED BLACK 1938
 GQ0363'
 GQ0363'REFERENCE MARKS STD USC AND GS BCS SET IN BEDROCK OUTCROPPING
 GQ0363'STAMPED STAMPED BLACK NO 1 AND BLACK NO 2 RESPECTIVELY (1938)
 GQ0363'
 GQ0363'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1897 ***********************************************************************
 CZ1897  DESIGNATION -  BLACK
 CZ1897  PID         -  CZ1897
 CZ1897  STATE/COUNTY-  AZ/PINAL
 CZ1897  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1897
 CZ1897                         *CURRENT SURVEY CONTROL
 CZ1897  ___________________________________________________________________
 CZ1897* NAD 83(1992)-  32 34 01.31660(N)    110 56 31.76546(W)     ADJUSTED  
 CZ1897* NAVD 88     -      1035.1    (meters)    3396.     (feet)  VERTCON   
 CZ1897  ___________________________________________________________________
 CZ1897  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CZ1897  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ1897  HORZ ORDER  -  SECOND
 CZ1897
 CZ1897.The horizontal coordinates were established by classical geodetic methods
 CZ1897.and adjusted by the National Geodetic Survey in August 1993.
 CZ1897
 CZ1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1897
 CZ1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1897
 CZ1897.The geoid height was determined by GEOID03.
 CZ1897
 CZ1897;                    North         East     Units Scale Factor Converg.
 CZ1897;SPC AZ C     -   174,158.881   304,865.978   MT  1.00000322   +0 31 28.6
 CZ1897;SPC AZ C     -   571,387.40  1,000,216.46   iFT  1.00000322   +0 31 28.6
 CZ1897;UTM  12      - 3,603,291.252   505,429.683   MT  0.99960036   +0 01 52.1
 CZ1897
 CZ1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1897!SPC AZ C     -   0.99984198  x   1.00000322  =   0.99984520
 CZ1897!UTM  12      -   0.99984198  x   0.99960036  =   0.99944240
 CZ1897
 CZ1897|---------------------------------------------------------------------|
 CZ1897| PID    Reference Object                     Distance      Geod. Az  |
 CZ1897|                                                           dddmmss.s |
 CZ1897| CC6100 BLACK RM 1                           13.012 METERS 14818     |
 CZ1897| CZ1898 CRUZ                                APPROX. 6.2 KM 3112219.4 |
 CZ1897| CC6101 BLACK RM 2                           12.911 METERS 32812     |
 CZ1897|---------------------------------------------------------------------|
 CZ1897
 CZ1897                          SUPERSEDED SURVEY CONTROL
 CZ1897
 CZ1897  NAD 83(1986)-  32 34 01.31271(N)    110 56 31.75963(W) AD(       ) 2
 CZ1897  NAD 27      -  32 34 01.04840(N)    110 56 29.38355(W) AD(       ) 2
 CZ1897  NGVD 29 (07/19/86) 1034.4    (m)         3394.     (f) VERT ANG    3  
 CZ1897
 CZ1897.Superseded values are not recommended for survey control.
 CZ1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1897.See file dsdata.txt to determine how the superseded data were derived.
 CZ1897
 CZ1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0543003291(NAD 83)
 CZ1897_MARKER: DS = TRIANGULATION STATION DISK
 CZ1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1897+STABILITY: SURFACE MOTION
 CZ1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1897+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CZ1897
 CZ1897  HISTORY     - Date     Condition        Report By
 CZ1897  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1897  HISTORY     - 1983     GOOD             AZDT
 CZ1897  HISTORY     - 20070127 GOOD             GEOCAC
 CZ1897
 CZ1897                          STATION DESCRIPTION
 CZ1897
 CZ1897'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1897'THE STATION IS ABOUT 1 MILE NORTHWEST OF ORACLE JUNCTION, 10.5
 CZ1897'MILES WEST SOUTHWEST OF ORACLE, 0.29 MILE SOUTH OF REST AREA, IN
 CZ1897'THE EAST RIGHT-OF-WAY OF U.S. HWY. 80-89.
 CZ1897'
 CZ1897'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BLACK 1977
 CZ1897'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 CZ1897'STATION IS 118 FEET EAST OF HWY. CENTERLINE, ABOUT 16 FEET WEST
 CZ1897'OF THE R/W FENCE LINE AND IS MARKED BY A WITNESS POST AND SIGN
 CZ1897'3.2 FEET TO EAST.
 CZ1897'
 CZ1897'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BLACK
 CZ1897'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST ABOUT
 CZ1897'16 FEET WEST OF R/W FENCE LINE.
 CZ1897'
 CZ1897'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BLACK
 CZ1897'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST ABOUT
 CZ1897'16 FEET WEST OF R/W FENCE LINE.
 CZ1897'
 CZ1897'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287 AND
 CZ1897'U.S. HWY. 80-89, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH ON
 CZ1897'HWY. 80-89 TO MILE POST 91.85 AND THE STATION IN THE EAST R/W.
 CZ1897'
 CZ1897'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1897
 CZ1897                          STATION RECOVERY (1983)
 CZ1897
 CZ1897'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1897'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1977.
 CZ1897'THE ROUTE TO THE STATION IS ADEQUATE.
 CZ1897
 CZ1897                          STATION RECOVERY (2007)
 CZ1897
 CZ1897'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2015 ***********************************************************************
 DU2015  DESIGNATION -  BLACK
 DU2015  PID         -  DU2015
 DU2015  STATE/COUNTY-  AZ/GILA
 DU2015  USGS QUAD   -  MEDDLER WASH (1986)
 DU2015
 DU2015                         *CURRENT SURVEY CONTROL
 DU2015  ___________________________________________________________________
 DU2015* NAD 83(1992)-  33 38 50.64382(N)    110 53 26.44126(W)     ADJUSTED  
 DU2015* NAVD 88     -      1327.7    (meters)    4356.     (feet)  VERTCON   
 DU2015  ___________________________________________________________________
 DU2015  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 DU2015  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU2015  HORZ ORDER  -  FIRST
 DU2015
 DU2015.The horizontal coordinates were established by classical geodetic methods
 DU2015.and adjusted by the National Geodetic Survey in August 1993.
 DU2015
 DU2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2015
 DU2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2015
 DU2015.The geoid height was determined by GEOID03.
 DU2015
 DU2015;                    North         East     Units Scale Factor Converg.
 DU2015;SPC AZ E     -   293,782.875   146,203.281   MT  0.99995558   -0 24 04.2
 DU2015;SPC AZ E     -   963,854.58    479,669.56   iFT  0.99995558   -0 24 04.2
 DU2015;UTM  12      - 3,723,066.985   510,137.162   MT  0.99960127   +0 03 38.1
 DU2015
 DU2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2015!SPC AZ E     -   0.99979591  x   0.99995558  =   0.99975150
 DU2015!UTM  12      -   0.99979591  x   0.99960127  =   0.99939726
 DU2015
 DU2015|---------------------------------------------------------------------|
 DU2015| PID    Reference Object                     Distance      Geod. Az  |
 DU2015|                                                           dddmmss.s |
 DU2015| CD1629 BLACK RM 1                            8.083 METERS 04117     |
 DU2015| CD1630 BLACK RM 2                            9.569 METERS 31121     |
 DU2015| CD1628 BLACK AZ MK                                        3545759.2 |
 DU2015|---------------------------------------------------------------------|
 DU2015
 DU2015                          SUPERSEDED SURVEY CONTROL
 DU2015
 DU2015  NAD 83(1986)-  33 38 50.63964(N)    110 53 26.44409(W) AD(       ) 1
 DU2015  NAD 27      -  33 38 50.46000(N)    110 53 24.03400(W) AD(       ) 1
 DU2015  NGVD 29 (09/20/88) 1327.1    (m)         4354.     (f) VERT ANG    3  
 DU2015
 DU2015.Superseded values are not recommended for survey control.
 DU2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2015.See file dsdata.txt to determine how the superseded data were derived.
 DU2015
 DU2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1013723067(NAD 83)
 DU2015_MARKER: DS = TRIANGULATION STATION DISK
 DU2015_SETTING: 80 = SET IN A BOULDER
 DU2015_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2015
 DU2015  HISTORY     - Date     Condition        Report By
 DU2015  HISTORY     - 1938     MONUMENTED       CGS
 DU2015  HISTORY     - 1947     GOOD             CGS
 DU2015  HISTORY     - 1966     GOOD             USGS
 DU2015  HISTORY     - 1972     GOOD             AZHD
 DU2015
 DU2015                          STATION DESCRIPTION
 DU2015
 DU2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2015'ABOUT 18 MILES, AIRLINE NORTH NORTHWEST OF GLOBE, ARIZ.  STATION
 DU2015'IS LOCATED ON THE HIGHEST POINT OF A LARGE ROCKY MESA KNOWN AS BLACK
 DU2015'MESA.  IT IS ON THE SOUTHWEST POINT OF THE MESA, WITH STEEP ROCKY
 DU2015'CLIFFS TO THE SOUTH OVERLOOKING THE SALT RIVER.  THE MESA SLOPES
 DU2015'GRADUAL TO THE NORTHEAST.
 DU2015'
 DU2015'TO REACH THE STATION FROM GLOBE, ARIZ. GO WEST ON U.S. HIWAY 60
 DU2015'FOR 5.0 MILES TO ITS JUNCTION WITH STATE HIWAY OF ARIZONA 88.
 DU2015'HERE TURN NORTH AND CONTINUE ON STATE HIWAY 88 FOR 17.2 MILES
 DU2015'TO A FORK.  HERE TAKE THE RIGHT FORK THE ROAD TO PLEASANT
 DU2015'VALLEY AND YOUNG, ARIZONA AND GO FOR 7.8 MILES TO A STEEL BRIDGE
 DU2015'OVER THE SALT RIVER.  THENCE CONTINUE ON FOR 3.1 MILES TO A WELL
 DU2015'TRAVELED ROAD TO THE RIGHT, EASTERLY.  THIS ROAD IS KNOWN AS
 DU2015'THE CHERRY CREEK ROAD.  TURN RIGHT ON THIS ROAD AND GO FOR
 DU2015'ABOUT 5.1 MILES TO A POINT ON THE ROAD NORTH OF THE MESA.  HERE
 DU2015'TURN OFF THE ROAD AND PICK WAY ACROSS COUNTRY FOR ABOUT 1/3
 DU2015'MILE, SOUTHERLY TOWARD THE NORTH SLOPE OF THE MESA.  THIS POINT
 DU2015'IS THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK ACROSS
 DU2015'COUNTRY AND UP NORTH SLOPE OF THE MESA AND THENCE
 DU2015'SOUTHWESTERLY ALONG THE SLOPE TO THE HIGHEST POINT AND THE
 DU2015'STATION SITE.
 DU2015'
 DU2015'R.M. 1 IS NORTHEAST OF THE STATION AND ABOUT ONE FOOT LOWER IN
 DU2015'ELEVATION.  R.M. 2 IS NORTHWEST OF THE STATION AND ABOUT 2 FEET
 DU2015'LOWER IN ELEVATION.  THE AZIMUTH MARK IS ABOUT 1/2 MILE NORTH OF
 DU2015'THE STATION AND ABOUT 100 FEET LOWER IN ELEVATION.  IT IS ON THE
 DU2015'NORTH SIDE OF A SMALL VALLEY IMMEDIATELY NORTH OF THE STATION
 DU2015'NEAR A GROUP OF SMALL TREES.
 DU2015'
 DU2015'THIS STATION IS ABOUT A TWO HOUR PACK.
 DU2015
 DU2015                          STATION RECOVERY (1947)
 DU2015
 DU2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2015'ALL MARKS FOUND AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 DU2015'
 DU2015'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE NORTH-NORTHWEST
 DU2015'OF GLOBE ON THE SOUTHWEST AND HIGHEST POINT OF A LARGE ROCKY MESA
 DU2015'KNOWN LOCALLY AS BLACK MESA.  THE STATION MARK IS A BRONZE DISK
 DU2015'STAMPED--BLACK 1938, SET IN A BOULDER WHICH PROJECTS 8 INCHES AND
 DU2015'IS 15 FEET NORTH OF THE SOUTH RIM AND 10 FEET EAST OF A 3 FOOT
 DU2015'ROCK CAIRN.
 DU2015'
 DU2015'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--BLACK NO 1 1938,
 DU2015'SET IN A BOULDER WHICH PROJECTS 6 INCHES AND IS AT THE SAME
 DU2015'ELEVATION AS STATION MARK.
 DU2015'
 DU2015'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--BLACK NO 2 1938,
 DU2015'SET IN A BOULDER WHICH PROJECTS 4 INCHES AND IS 1 FOOT LOWER THAN
 DU2015'STATION MARK.
 DU2015'
 DU2015'THE AZIMUTH MARK IS A BRONZE DISK STAMPED--BLACK 1938, SET IN
 DU2015'A BOULDER WHICH PROJECTS 2 FEET.  IT IS APPROXIMATELY 0.5 MILE
 DU2015'NORTH OF THE STATION ON THE NORTH SIDE OF A SMALL VALLEY NEAR A
 DU2015'GROUP OF SMALL TREES.
 DU2015'
 DU2015'TO REACH THE STATION FROM GLOBE, GO WEST ON U.S. HIGHWAY 60 AND
 DU2015'70 FOR 3.3 MILES TO ROAD RIGHT.  TURN RIGHT ON THE APACHE TRAIL
 DU2015'AND GO 14.9 MILES TO A JUNCTION.  CONTINUE STRAIGHT AHEAD ON THE
 DU2015'YOUNG ROAD 4.4 MILES TO BRIDGE OVER THE SALT RIVER.  CONTINUE
 DU2015'2.7 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO 4.9 MILES.  LEAVE
 DU2015'ROAD AND GO CROSS COUNTRY SOUTHERLY 0.9 MILE TO A GATE.  PASS
 DU2015'THROUGH GATE, THENCE SOUTHERLY UP STEEP GRADE 0.4 MILE TO TOP
 DU2015'OF RIDGE.  TURN RIGHT AND FOLLOW CREST OF RIDGE WESTERLY 2.0
 DU2015'MILES TO HIGHEST POINT AND STATION.  A FOUR WHEEL DRIVE
 DU2015'VEHICLE CAN BE DRIVEN TO THE STATION IN DRY WEATHER.  THE END
 DU2015'OF TRUCK TRAVEL FROM A TWO WHEEL DRIVE VEHICLE IS AT THE
 DU2015'POINT WHERE THE ROAD IS LEFT AS MENTIONED ABOVE.  FROM HERE
 DU2015'IT IS A 2 HOUR PACK TO STATION.
 DU2015'
 DU2015'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DU2015
 DU2015                          STATION RECOVERY (1966)
 DU2015
 DU2015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2015'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 DU2015'
 DU2015'TO REACH FROM INTERSECTION OF U.S. HWYS. 60 AND 70 AND STATE HWY.
 DU2015'80, DRIVE 14.7 MI N. ON STATE HWY. 80 TO INTERSECTION WITH STATE
 DU2015'HWY. 288.  DRIVE 6.8 MI ON STATE HWY. 288 TO CHERRY CREEK RD.
 DU2015'TURN RIGHT ON CHERRY CREEK RD. 4.7 MI TO T-RD. E. ABOUT 0.3 MI
 DU2015'PASSED SHARP BEND IN RD.  TURN RIGHT 2.2 MI ON EAST SLOPE OF MESA
 DU2015'TO HIGHEST PONT OF RD.  PACK S. TO HIGHEST POINT AND STATION.
 DU2015'ABOUT 5-MINUTE PACK.
 DU2015
 DU2015                          STATION RECOVERY (1972)
 DU2015
 DU2015'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2015'GENERAL LOCATION - TONTO NATIONAL FOREST AND WINKLEMAN TO
 DU2015'WINSLOW TO PHOENIX.  (NORTH NORTHWEST OF GLOBE)
 DU2015'
 DU2015'TO REACH - AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU2015'
 DU2015'STATION MARK - STD. B.C. STAMPED BLACK 1938.
 DU2015'
 DU2015'REFERENCE MARKS - NO. 1 AND NO. 2 STD. B.C. STAMPED BLACK 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0465 ***********************************************************************
 ER0465  DESIGNATION -  BLACK
 ER0465  PID         -  ER0465
 ER0465  STATE/COUNTY-  AZ/APACHE
 ER0465  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0465
 ER0465                         *CURRENT SURVEY CONTROL
 ER0465  ___________________________________________________________________
 ER0465* NAD 83(1992)-  34 33 30.48132(N)    109 29 31.68747(W)     ADJUSTED  
 ER0465* NAVD 88     -      1826.5    (meters)    5992.     (feet)  VERTCON   
 ER0465  ___________________________________________________________________
 ER0465  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 ER0465  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0465  HORZ ORDER  -  SECOND
 ER0465
 ER0465.The horizontal coordinates were established by classical geodetic methods
 ER0465.and adjusted by the National Geodetic Survey in August 1993.
 ER0465
 ER0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0465
 ER0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0465
 ER0465.The geoid height was determined by GEOID03.
 ER0465
 ER0465;                    North         East     Units Scale Factor Converg.
 ER0465;SPC AZ E     -   394,803.667   275,259.981   MT  0.99994721   +0 22 57.5
 ER0465;SPC AZ E     - 1,295,287.62    903,083.93   iFT  0.99994721   +0 22 57.5
 ER0465;UTM  12      - 3,825,113.223   638,335.891   MT  0.99983588   +0 51 19.7
 ER0465
 ER0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0465!SPC AZ E     -   0.99971704  x   0.99994721  =   0.99966426
 ER0465!UTM  12      -   0.99971704  x   0.99983588  =   0.99955296
 ER0465
 ER0465:                Primary Azimuth Mark                     Grid Az
 ER0465:SPC AZ E     -  LANE                                     105 05 17.8
 ER0465:UTM  12      -  LANE                                     104 36 55.6
 ER0465
 ER0465|---------------------------------------------------------------------|
 ER0465| PID    Reference Object                     Distance      Geod. Az  |
 ER0465|                                                           dddmmss.s |
 ER0465| ER0462 LANE                                APPROX.10.3 KM 1052815.3 |
 ER0465| CD1639 BLACK RM 1                            9.758 METERS 15357     |
 ER0465| CD1640 BLACK RM 2                           14.392 METERS 26443     |
 ER0465|---------------------------------------------------------------------|
 ER0465
 ER0465                          SUPERSEDED SURVEY CONTROL
 ER0465
 ER0465  NAD 83(1986)-  34 33 30.48000(N)    109 29 31.69584(W) AD(       ) 2
 ER0465  NAD 27      -  34 33 30.36564(N)    109 29 29.30166(W) AD(       ) 2
 ER0465  NGVD 29 (07/19/86) 1825.7    (m)         5990.     (f) VERT ANG    3  
 ER0465
 ER0465.Superseded values are not recommended for survey control.
 ER0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0465.See file dsdata.txt to determine how the superseded data were derived.
 ER0465
 ER0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3833625113(NAD 83)
 ER0465_MARKER: DD = SURVEY DISK
 ER0465_SETTING: 80 = SET IN A BOULDER
 ER0465_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0465+STABILITY: SURFACE MOTION
 ER0465
 ER0465  HISTORY     - Date     Condition        Report By
 ER0465  HISTORY     - 1979     MONUMENTED       AZDT
 ER0465
 ER0465                          STATION DESCRIPTION
 ER0465
 ER0465'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0465'THE STATION IS LOCATED 8 MILES WEST-NORTHWEST OF ST. JOHNS AND 1000
 ER0465'FEET EAST OF US HIGHWAY 180 ON TOP OF THE SOUTHERN HIGH POINT OF A
 ER0465'RIDGE.
 ER0465'
 ER0465'THE STATION MARK IS AN ADOT DISK STAMPED---BLACK 1979---AND IS SET IN
 ER0465'A DRILL HOLE IN A BOULDER, 3 1/2 FEET EAST-NORTHEAST OF WITNESS POST.
 ER0465'
 ER0465'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BLACK RM 1 1979---AND IS
 ER0465'SET IN A DRILL HOLE IN A BOULDER.
 ER0465'
 ER0465'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BLACK RM 2 1979---AND IS
 ER0465'SET IN A DRILL HOLE IN A BOULDER.
 ER0465'
 ER0465'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 180, 666 AND 61 IN
 ER0465'ST. JOHNS, TRAVEL WEST ALONG SR 61 FOR 5 MILES TO JUNCTION WITH US 180
 ER0465'TURN RIGHT ON 180 AND GO TO MP 354.20 AND STATION ON RIGHT ABOUT 1000
 ER0465'FEET.  WITH 4-WHEEL DRIVE CONTINUE TO A GATE ON RIGHT AT MILE POST
 ER0465'353.6 AND A GATE ON RIGHT, PICK WAY TO KNOLL ON RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1577 ***********************************************************************
 DA1577  DESIGNATION -  BLACK
 DA1577  PID         -  DA1577
 DA1577  STATE/COUNTY-  AZ/MARICOPA
 DA1577  USGS QUAD   -  BLACK GAP (1986)
 DA1577
 DA1577                         *CURRENT SURVEY CONTROL
 DA1577  ___________________________________________________________________
 DA1577* NAD 83(1992)-  32 45 05.27017(N)    112 49 35.80942(W)     ADJUSTED  
 DA1577* NAVD 88     -       316.73   (+/-2cm)    1039.1    (feet)  VERTCON   
 DA1577  ___________________________________________________________________
 DA1577  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DA1577  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA1577  HORZ ORDER  -  SECOND
 DA1577  VERT ORDER  -  THIRD ? (See Below)
 DA1577
 DA1577.The horizontal coordinates were established by classical geodetic methods
 DA1577.and adjusted by the National Geodetic Survey in August 1993.
 DA1577
 DA1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1577.The vertical order pertains to the NGVD 29 superseded value.
 DA1577
 DA1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1577
 DA1577.The geoid height was determined by GEOID03.
 DA1577
 DA1577;                    North         East     Units Scale Factor Converg.
 DA1577;SPC AZ C     -   194,557.415   128,091.934   MT  0.99998962   -0 29 32.3
 DA1577;SPC AZ C     -   638,311.73    420,249.13   iFT  0.99998962   -0 29 32.3
 DA1577;UTM  12      - 3,625,210.765   328,876.443   MT  0.99996109   -0 59 18.4
 DA1577
 DA1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1577!SPC AZ C     -   0.99995518  x   0.99998962  =   0.99994480
 DA1577!UTM  12      -   0.99995518  x   0.99996109  =   0.99991627
 DA1577
 DA1577|---------------------------------------------------------------------|
 DA1577| PID    Reference Object                     Distance      Geod. Az  |
 DA1577|                                                           dddmmss.s |
 DA1577| CH4378 BLACK RM 1                           12.817 METERS 02102     |
 DA1577| DA1576 WHITE                               APPROX. 2.0 KM 0235422.1 |
 DA1577| CH4379 BLACK RM 2                           12.820 METERS 20117     |
 DA1577|---------------------------------------------------------------------|
 DA1577
 DA1577                          SUPERSEDED SURVEY CONTROL
 DA1577
 DA1577  NAD 83(1986)-  32 45 05.26425(N)    112 49 35.81569(W) AD(       ) 2
 DA1577  NAD 27      -  32 45 05.08479(N)    112 49 33.21994(W) AD(       ) 2
 DA1577  NGVD 29 (07/19/86)  316.11   (m)         1037.1    (f) LEVELING    3  
 DA1577
 DA1577.Superseded values are not recommended for survey control.
 DA1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1577.See file dsdata.txt to determine how the superseded data were derived.
 DA1577
 DA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2887625211(NAD 83)
 DA1577_MARKER: DD = SURVEY DISK
 DA1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1577+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1577
 DA1577  HISTORY     - Date     Condition        Report By
 DA1577  HISTORY     - 1975     MONUMENTED       AZDT
 DA1577  HISTORY     - 20010730 GOOD             NGS
 DA1577  HISTORY     - 20060220 GOOD             USPSQD
 DA1577  HISTORY     - 20070603 GOOD             GEOCAC
 DA1577
 DA1577                          STATION DESCRIPTION
 DA1577
 DA1577'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1577'THE STATION IS LOCATED ABOUT 14.9 MILES SOUTHWEST OF GILA BEND
 DA1577'ALONG THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1577'
 DA1577'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BLACK
 DA1577'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT PROJECTING
 DA1577'0.3 FEET.  THE MARK IS 175 FEET WEST OF THE CENTERLINE OF STATE
 DA1577'ROUTE 85, 24 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 2.6
 DA1577'FEET EAST OF A WITNESS POST AND 26.2 FEET NORTHEAST OF UTILITY
 DA1577'POLE 525.
 DA1577'
 DA1577'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1577'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK IS
 DA1577'IN THE WEST RIGHT-OF-WAY OF STATE HWY. 85, 24 FEET EAST OF
 DA1577'RIGHT-OF-WAY FENCE, 42.3 FEET NORTH OF A WITNESS POST AND 176 FEET
 DA1577'WEST OF HWY. CENTERLINE.
 DA1577'
 DA1577'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1577'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT LOCATED IN THE
 DA1577'WEST RIGHT-OF-WAY OF STATE HWY. 85.  THE MARK IS 25.2 FEET
 DA1577'SOUTHEAST OF UTILITY POLE 525, 23 FEET EAST OF RIGHT-OF-WAY FENCE,
 DA1577'42 FEET SOUTH OF WITNESS POST AND 176 FEET WEST OF HWY.
 DA1577'CENTERLINE.
 DA1577'
 DA1577'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1577'GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1577'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER HWY. I-8
 DA1577'OVERPASS, CONTINUE SOUTHERLY ON STATE HWY. 85 TO MILE POST 15.15
 DA1577'(14.65 MILES) AND THE STATION IN THE WEST RIGHT-OF-WAY MARKED BY
 DA1577'A WITNESS POST.
 DA1577'
 DA1577'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1577
 DA1577                          STATION RECOVERY (2001)
 DA1577
 DA1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1577'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1577
 DA1577                          STATION RECOVERY (2006)
 DA1577
 DA1577'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1577'RECOVERED AS DESCRIBED.
 DA1577
 DA1577                          STATION RECOVERY (2007)
 DA1577
 DA1577'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1990 ***********************************************************************
 DV1990  DESIGNATION -  BLACK
 DV1990  PID         -  DV1990
 DV1990  STATE/COUNTY-  AZ/MARICOPA
 DV1990  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1990
 DV1990                         *CURRENT SURVEY CONTROL
 DV1990  ___________________________________________________________________
 DV1990* NAD 83(1992)-  33 52 14.71829(N)    112 14 54.91033(W)     ADJUSTED  
 DV1990* NAVD 88     -       740.6    (meters)    2430.     (feet)  VERTCON   
 DV1990  ___________________________________________________________________
 DV1990  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DV1990  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DV1990  HORZ ORDER  -  SECOND
 DV1990
 DV1990.The horizontal coordinates were established by classical geodetic methods
 DV1990.and adjusted by the National Geodetic Survey in August 1993.
 DV1990
 DV1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1990
 DV1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1990
 DV1990.The geoid height was determined by GEOID03.
 DV1990
 DV1990;                    North         East     Units Scale Factor Converg.
 DV1990;SPC AZ C     -   318,368.851   182,652.327   MT  0.99991162   -0 11 06.0
 DV1990;SPC AZ C     - 1,044,517.23    599,253.04   iFT  0.99991162   -0 11 06.0
 DV1990;UTM  12      - 3,748,527.046   384,517.945   MT  0.99976440   -0 41 45.4
 DV1990
 DV1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1990!SPC AZ C     -   0.99988833  x   0.99991162  =   0.99979996
 DV1990!UTM  12      -   0.99988833  x   0.99976440  =   0.99965276
 DV1990
 DV1990|---------------------------------------------------------------------|
 DV1990| PID    Reference Object                     Distance      Geod. Az  |
 DV1990|                                                           dddmmss.s |
 DV1990| CH4377 BLACK RM 2                            9.281 METERS 04534     |
 DV1990| DV0147 NEW RM 1                                           07507     |
 DV1990| CH4376 BLACK RM 1                            9.501 METERS 15423     |
 DV1990| CH4375 BLACK AZ MK                                        2251202.9 |
 DV1990|---------------------------------------------------------------------|
 DV1990
 DV1990                          SUPERSEDED SURVEY CONTROL
 DV1990
 DV1990  NAD 83(1986)-  33 52 14.71360(N)    112 14 54.91441(W) AD(       ) 2
 DV1990  NAD 27      -  33 52 14.59100(N)    112 14 52.33300(W) AD(       ) 2
 DV1990  NGVD 29 (07/19/86)  740.0    (m)         2428.     (f) VERT ANG    3  
 DV1990
 DV1990.Superseded values are not recommended for survey control.
 DV1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1990.See file dsdata.txt to determine how the superseded data were derived.
 DV1990
 DV1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8451848527(NAD 83)
 DV1990_MARKER: DS = TRIANGULATION STATION DISK
 DV1990_SETTING: 66 = SET IN ROCK OUTCROP
 DV1990_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1990+STABILITY: POSITION/ELEVATION WELL
 DV1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1990+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 DV1990
 DV1990  HISTORY     - Date     Condition        Report By
 DV1990  HISTORY     - 1924     MONUMENTED       CGS
 DV1990  HISTORY     - 1947     GOOD             CGS
 DV1990  HISTORY     - 1959     GOOD             CGS
 DV1990  HISTORY     - 1975     GOOD             NGS
 DV1990  HISTORY     - 1986     GOOD             AZDT
 DV1990  HISTORY     - 20031227 GOOD             USPSQD
 DV1990
 DV1990                          STATION DESCRIPTION
 DV1990
 DV1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1990'ABOUT 30 MILES NORTH AND 9 MILES WEST OF PHOENIX, 2 MILES
 DV1990'NORTHEAST OF FROG TANKS, AND 2 MILES SOUTHEAST OF THE SULLIVAN
 DV1990'RANCH, ON THE FIRST RANGE OF HIGH BLACK MALPAIS HILLS EAST
 DV1990'OF THE AGUA FRIA.  THE HILL OR RIDGE ON WHICH THE STATION IS
 DV1990'LOCATED IS VISIBLE FROM THE FROG TANKS ROAD AND HAS A WHITE
 DV1990'SCAR NEAR THE SOUTH END.  A HIGHER RIDGE LIES 1 MILE NORTHEAST.
 DV1990'MARKED BY A STANDARD BRONZE DISK SET IN MALPAIS BOULDER.
 DV1990
 DV1990                          STATION RECOVERY (1947)
 DV1990
 DV1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV1990'THE STATION AND ONE REFERENCE MARK WAS RECOVERED AS DESCRIBED
 DV1990'AND FOUND IN GOOD CONDITION.  A COMPLETE AND NEW DESCRIPTION
 DV1990'FOLLOWS WITH THE FOLLOWING ADDITIONS NOTED.
 DV1990'
 DV1990'AN AZIMUTH MARK AND ONE ADDITIONAL REFERENCE MARK HAS BEEN
 DV1990'ESTABLISHED, THE DATE 1924 WAS STAMPED ON THE STATION DISK
 DV1990'AND TO THE ORIGINAL REFERENCE MARK THE STAMPING NO 1 1924
 DV1990'WAS ADDED.
 DV1990'
 DV1990'LOCATED ABOUT 16 MILES NORTH OF MARINETTE AND 1.5 MILES NORTHEAST
 DV1990'OF THE LAKE PLEASANT DAM.  IT IS ON THE FIRST HIGH RANGE OF
 DV1990'BLACK MALPAIS ON THE EAST SIDE OF LAKE PLEASANT AND NEAR THE
 DV1990'NORTH END OF THE HIGHEST PART OF THE MOUNTAIN.  THE MOUNTAIN
 DV1990'HAS A PROMINENT WHITE SCAR ON ITS SOUTH SLOPE AND THERE ARE
 DV1990'HIGHER ELEVATIONS ABOUT 1 MILE NORTHEAST AND EAST SOUTHEAST
 DV1990'OF THE STATION.  THE STATION IS STAMPED BLACK 1924 AND PROJECTS
 DV1990'8 INCHES.
 DV1990'
 DV1990'REFERENCE MARK NO. 1 IS ONE FOOT HIGHER THAN THE STATION.
 DV1990'IT IS STAMPED BLACK NO 1 1924 AND PROJECTS 20 INCHES.
 DV1990'
 DV1990'REFERENCE MARK NO. 2 IS ONE FOOT LOWER THAN THE STATION.  IT
 DV1990'IS STAMPED BLACK NO 2 1947 AND PROJECTS 6 INCHES.
 DV1990'
 DV1990'THE AZIMUTH MARK IS LOCATED IN THE EAST END OF THE SOUTH
 DV1990'GUARD RAIL OF THE HIGHWAY OVER THE LAKE PLEASANT DAM.  IT IS
 DV1990'STAMPED BLACK 1947.
 DV1990'
 DV1990'NOTE--THERE IS NO AVAILABLE DATA ON THE DISTANCE AND DIRECTION
 DV1990'OF R.M. 1 1924
 DV1990'
 DV1990'TO REACH THE STATION FROM THE POST OFFICE IN MARINETTE GO
 DV1990'NORTHWEST ON U.S. HIGHWAYS 60, 70 AND 89 FOR 0.5 MILE TO A
 DV1990'GRAVEL ROAD RIGHT AND SIGN LAKE PLEASANT 20 MILES.  TURN RIGHT
 DV1990'4.6 MILES TO A FORK JUST AFTER CROSSING A CATTLE GUARD.
 DV1990'TAKE RIGHT FORK 4 MILES TO ANOTHER CATTLE GUARD.  CONTINUE 5.6
 DV1990'MILES TO A FORK AND SIGN LAKE PLEASANT.  KEEP RIGHT FORK 1.6
 DV1990'MILES TO ANOTHER FORK.  TAKE LEFT FORK 2.3 MILES TO A BRIDGE
 DV1990'AT THE BOTTOM OF HILL WHERE THE ROAD TURNS LEFT.  AND THE
 DV1990'END OF TRUCK TRAVEL.  FROM HERE PACK NORTH NORTHEAST TOWARD
 DV1990'THE WHITE SCAR, THEN UP THE STEEP SLOPE TO THE TOP AND THE
 DV1990'STATION.
 DV1990'
 DV1990'TO REACH THE AZIMUTH MARK CONTINUE ROAD 0.7 MILE FROM THE
 DV1990'END OF TRUCK TRAVEL TO THE LAKE PLEASANT DAM.
 DV1990
 DV1990                          STATION RECOVERY (1959)
 DV1990
 DV1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV1990'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV1990'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 DV1990'IS ADEQUATE.
 DV1990
 DV1990                          STATION RECOVERY (1975)
 DV1990
 DV1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CN)
 DV1990'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1990'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  OWING TO A
 DV1990'LOCKED GATE THE 1947 ROUTE WAS NOT CHECKED BEYOND THE AZIMUTH
 DV1990'MARK.  THE STATION IS ABOUT A 1 HOUR PACK FROM A POINT 1 MILE
 DV1990'SOUTHWEST OF THE MOUNTAIN.
 DV1990'
 DV1990'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES NORTH OF
 DV1990'PHOENIX.
 DV1990'
 DV1990'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV1990
 DV1990                          STATION RECOVERY (1986)
 DV1990
 DV1990'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1990'THE STATION MARK, REFERENCE MARKS AND THE AZMUTH MARK WERE RECOVERED
 DV1990'AND FOUND IN GOOD CONDITION A NEW ROUTE TO THE STATION FOLLOWS.
 DV1990'
 DV1990'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND CAREFREE
 DV1990'HIGHWAY TRAFFIC INTERCHANGE A FEW MILES NORTH OF PHOENIX, TRAVEL WEST
 DV1990'ALONG THE CAREFREE HIGHWAY FOR 6.6 MILES TO A T-ROAD RIGHT.  TURN
 DV1990'RIGHT AND TRAVEL NORTH FOR 2.2 MILES TO A STOP SIGN.  TURN RIGHT ON A
 DV1990'GRADED DIRT ROAD PASSING THROUGH A GATE FOR 100 FEET, TURN LEFT ACROSS
 DV1990'A CATTLE GUARD AND TRAVEL 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK
 DV1990'CROSSING A CATTLE GUARD FOR 1.5 MILES TO AN INTERSECTION.  TURN LEFT
 DV1990'AND TRAVEL NORTH ON A DIM TRACK ROAD FOR 0.15 MILE TO A FORK AND THE
 DV1990'AZIMUTH MARK AT THE NORTHEAST CORNER OF WADDEL DAM AT LAKE PLEASANT.
 DV1990'TAKE THE LEFT FORK FOR 0.55 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.5
 DV1990'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE 0.2 MILE TO THE
 DV1990'END OF TRUCK TRAVEL.  PACK NORTHWEST UP THE HILL TO THE STATION ON THE
 DV1990'WEST EDGE OF THE RIDGE.
 DV1990
 DV1990                          STATION RECOVERY (2003)
 DV1990
 DV1990'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV1990'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0891 ***********************************************************************
 ES0891  DESIGNATION -  BLACK
 ES0891  PID         -  ES0891
 ES0891  STATE/COUNTY-  AZ/NAVAJO
 ES0891  USGS QUAD   -  O W POINT (1990)
 ES0891
 ES0891                         *CURRENT SURVEY CONTROL
 ES0891  ___________________________________________________________________
 ES0891* NAD 83(1992)-  34 20 02.66758(N)    110 45 04.39852(W)     ADJUSTED  
 ES0891* NAVD 88     -      2304.8    (meters)    7562.     (feet)  VERTCON   
 ES0891  ___________________________________________________________________
 ES0891  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 ES0891  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ES0891  HORZ ORDER  -  SECOND
 ES0891
 ES0891.The horizontal coordinates were established by classical geodetic methods
 ES0891.and adjusted by the National Geodetic Survey in August 1993.
 ES0891
 ES0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0891
 ES0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0891
 ES0891.The geoid height was determined by GEOID03.
 ES0891
 ES0891;                    North         East     Units Scale Factor Converg.
 ES0891;SPC AZ E     -   369,862.232   159,573.364   MT  0.99993565   -0 19 46.9
 ES0891;SPC AZ E     - 1,213,458.77    523,534.66   iFT  0.99993565   -0 19 46.9
 ES0891;SPC AZ C     -   370,322.675   320,598.035   MT  1.00004171   +0 39 26.6
 ES0891;SPC AZ C     - 1,214,969.41  1,051,830.82   iFT  1.00004171   +0 39 26.6
 ES0891;UTM  12      - 3,799,226.507   522,883.825   MT  0.99960645   +0 08 25.1
 ES0891
 ES0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0891!SPC AZ E     -   0.99964208  x   0.99993565  =   0.99957775
 ES0891!SPC AZ C     -   0.99964208  x   1.00004171  =   0.99968378
 ES0891!UTM  12      -   0.99964208  x   0.99960645  =   0.99924867
 ES0891
 ES0891:                Primary Azimuth Mark                     Grid Az
 ES0891:SPC AZ E     -  RESORT                                   257 15 14.5
 ES0891:SPC AZ C     -  RESORT                                   256 16 01.0
 ES0891:UTM  12      -  RESORT                                   256 47 02.5
 ES0891
 ES0891|---------------------------------------------------------------------|
 ES0891| PID    Reference Object                     Distance      Geod. Az  |
 ES0891|                                                           dddmmss.s |
 ES0891| ES0936 RESORT                              APPROX. 2.1 KM 2565527.6 |
 ES0891|---------------------------------------------------------------------|
 ES0891
 ES0891                          SUPERSEDED SURVEY CONTROL
 ES0891
 ES0891  NAD 83(1986)-  34 20 02.66182(N)    110 45 04.40329(W) AD(       ) 2
 ES0891  NGVD 29 (08/03/87) 2303.7    (m)         7558.     (f) VERT ANG    3  
 ES0891
 ES0891.Superseded values are not recommended for survey control.
 ES0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0891.See file dsdata.txt to determine how the superseded data were derived.
 ES0891
 ES0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2288499227(NAD 83)
 ES0891_MARKER: DS = TRIANGULATION STATION DISK
 ES0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0891+STABILITY: SURFACE MOTION
 ES0891
 ES0891  HISTORY     - Date     Condition        Report By
 ES0891  HISTORY     - 1984     MONUMENTED       AZDT
 ES0891  HISTORY     - 19971011 GOOD             USPSQD
 ES0891  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0891
 ES0891                          STATION DESCRIPTION
 ES0891
 ES0891'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0891'THE STATION IS LOCATED 11 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0891'SIDE OF STATE ROUTE 260.
 ES0891'
 ES0891'THE STATION MARK IS AN AZDT DISK STAMPED---BLACK 1984---.  IT IS SET
 ES0891'IN TOP OF A 10 INCH CONCRETE MONUMENT 68 FEET NORTH OF THE RIGHT OF
 ES0891'WAY FENCE, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET
 ES0891'SOUTH OF THE WITNESS POST.
 ES0891'
 ES0891'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0891'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 12.5 MILES TO
 ES0891'MILE POST 291.3 AND THE STATION ON THE LEFT.
 ES0891
 ES0891                          STATION RECOVERY (1997)
 ES0891
 ES0891'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0891'RECOVERED IN GOOD CONDITION.
 ES0891
 ES0891                          STATION RECOVERY (2005)
 ES0891
 ES0891'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1588 ***********************************************************************
 GR1588  DESIGNATION -  BLACK
 GR1588  PID         -  GR1588
 GR1588  STATE/COUNTY-  AZ/MOHAVE
 GR1588  USGS QUAD   -  BOULDER CANYON (1983)
 GR1588
 GR1588                         *CURRENT SURVEY CONTROL
 GR1588  ___________________________________________________________________
 GR1588* NAD 83(1992)-  36 07 34.42380(N)    114 33 46.48751(W)     ADJUSTED  
 GR1588* NAVD 88     -      1086.7    (meters)    3565.     (feet)  VERTCON   
 GR1588  ___________________________________________________________________
 GR1588  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GR1588  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1588  HORZ ORDER  -  THIRD
 GR1588
 GR1588.The horizontal coordinates were established by classical geodetic methods
 GR1588.and adjusted by the National Geodetic Survey in August 1993.
 GR1588
 GR1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1588
 GR1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1588
 GR1588.The geoid height was determined by GEOID03.
 GR1588
 GR1588;                    North         East     Units Scale Factor Converg.
 GR1588;SPC AZ W     -   568,842.869   140,185.855   MT  0.99999928   -0 28 45.4
 GR1588;SPC AZ W     - 1,866,282.38    459,927.35   iFT  0.99999928   -0 28 45.4
 GR1588;SPC NV E     - 8,153,157.688   291,850.306   MT  1.00000392   +0 36 05.9
 GR1588;SPC NV E     -26,749,151.51    957,512.21   sFT  1.00000392   +0 36 05.9
 GR1588;UTM  11      - 4,000,700.148   719,318.603   MT  1.00019271   +1 26 14.6
 GR1588
 GR1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1588!SPC AZ W     -   0.99983385  x   0.99999928  =   0.99983313
 GR1588!SPC NV E     -   0.99983385  x   1.00000392  =   0.99983777
 GR1588!UTM  11      -   0.99983385  x   1.00019271  =   1.00002653
 GR1588
 GR1588:                Primary Azimuth Mark                     Grid Az
 GR1588:SPC AZ W     -  CANYON                                   236 16 54.5
 GR1588:SPC NV E     -  CANYON                                   235 12 03.2
 GR1588:UTM  11      -  CANYON                                   234 21 54.5
 GR1588
 GR1588|---------------------------------------------------------------------|
 GR1588| PID    Reference Object                     Distance      Geod. Az  |
 GR1588|                                                           dddmmss.s |
 GR1588| GR1590 CANYON                              APPROX. 7.8 KM 2354809.1 |
 GR1588|---------------------------------------------------------------------|
 GR1588
 GR1588                          SUPERSEDED SURVEY CONTROL
 GR1588
 GR1588  NAD 83(1986)-  36 07 34.41126(N)    114 33 46.47909(W) AD(       ) 3
 GR1588  NGVD 29 (06/27/88) 1086.0    (m)         3563.     (f) VERT ANG    3  
 GR1588
 GR1588.Superseded values are not recommended for survey control.
 GR1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1588.See file dsdata.txt to determine how the superseded data were derived.
 GR1588
 GR1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1931900700(NAD 83)
 GR1588_MARKER: DS = TRIANGULATION STATION DISK
 GR1588_SETTING: 66 = SET IN ROCK OUTCROP
 GR1588_SP_SET: SET IN ROCK OUTCROP
 GR1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1588+STABILITY: POSITION/ELEVATION WELL
 GR1588
 GR1588  HISTORY     - Date     Condition        Report By
 GR1588  HISTORY     - 1948     MONUMENTED       USGS
 GR1588  HISTORY     - 1951     GOOD             USGS
 GR1588
 GR1588                          STATION DESCRIPTION
 GR1588
 GR1588'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1588'LOCATED ABOUT 13 MI NE. OF HOOVER DAM, ABOUT 2 MI S. OF BOULDER
 GR1588'CANYON, ON MAIN RIDGE OF BLACK MTNS., 1 MI N. OF HIGHEST POINT IN
 GR1588'IMMEDIATE VICINITY OF THIS RIDGE, ON SMALL TOP.
 GR1588'
 GR1588'TO REACH TAKE BOAT TO LARGE WASH ABOUT 2 MI SE. OF EAST END OF
 GR1588'BOULDER CANYON.  WALK W. UP WASH TO TOP OF RIDGE AND STATION.  A
 GR1588'2-HOUR PACK.
 GR1588'
 GR1588'STATION MARK--STANDARD TABLET STAMPED---BLACK 1948---, CEMENTED IN
 GR1588'ROCK OUTCROP.
 GR1588'
 GR1588'RM 1--STANDARD RM TABLET STAMPED---BLACK NO 1 1948---, CEMENTED IN
 GR1588'ROCK OUTCROP.
 GR1588'
 GR1588'RM 2--STANDARD RM TABLET STAMPED---BLACK NO 2 1948---, CEMENTED IN
 GR1588'ROCK OUTCROP.
 GR1588
 GR1588                          STATION RECOVERY (1951)
 GR1588
 GR1588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0482 ***********************************************************************
 GP0482  DESIGNATION -  BLACK
 GP0482  PID         -  GP0482
 GP0482  STATE/COUNTY-  AZ/COCONINO
 GP0482  USGS QUAD   -  THE GAP (1981)
 GP0482
 GP0482                         *CURRENT SURVEY CONTROL
 GP0482  ___________________________________________________________________
 GP0482* NAD 83(1992)-  36 15 51.36443(N)    111 25 41.59804(W)     ADJUSTED  
 GP0482* NAVD 88     -      1582.0    (meters)    5190.     (feet)  VERTCON   
 GP0482  ___________________________________________________________________
 GP0482  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GP0482  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0482  HORZ ORDER  -  SECOND
 GP0482
 GP0482.The horizontal coordinates were established by classical geodetic methods
 GP0482.and adjusted by the National Geodetic Survey in August 1993.
 GP0482
 GP0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0482
 GP0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0482
 GP0482.The geoid height was determined by GEOID03.
 GP0482
 GP0482;                    North         East     Units Scale Factor Converg.
 GP0482;SPC AZ C     -   583,944.165   257,248.371   MT  0.99992373   +0 17 20.1
 GP0482;SPC AZ C     - 1,915,827.31    843,990.72   iFT  0.99992373   +0 17 20.1
 GP0482;UTM  12      - 4,013,345.300   461,534.466   MT  0.99961823   -0 15 11.9
 GP0482
 GP0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0482!SPC AZ C     -   0.99975540  x   0.99992373  =   0.99967915
 GP0482!UTM  12      -   0.99975540  x   0.99961823  =   0.99937373
 GP0482
 GP0482|---------------------------------------------------------------------|
 GP0482| PID    Reference Object                     Distance      Geod. Az  |
 GP0482|                                                           dddmmss.s |
 GP0482| CR7955 BLACK RM 1                           10.572 METERS 14641     |
 GP0482| GP0488 CUT                                 APPROX. 4.4 KM 1494214.3 |
 GP0482| CR7956 BLACK RM 2                           10.753 METERS 32639     |
 GP0482|---------------------------------------------------------------------|
 GP0482
 GP0482                          SUPERSEDED SURVEY CONTROL
 GP0482
 GP0482  NAD 83(1986)-  36 15 51.36390(N)    111 25 41.59866(W) AD(       ) 2
 GP0482  NGVD 29 (07/12/88) 1581.1    (m)         5187.     (f) VERT ANG    3  
 GP0482
 GP0482.Superseded values are not recommended for survey control.
 GP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0482.See file dsdata.txt to determine how the superseded data were derived.
 GP0482
 GP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6153413345(NAD 83)
 GP0482_MARKER: DS = TRIANGULATION STATION DISK
 GP0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0482+STABILITY: SURFACE MOTION
 GP0482
 GP0482  HISTORY     - Date     Condition        Report By
 GP0482  HISTORY     - 1983     MONUMENTED       AZDT
 GP0482  HISTORY     - 19931201 GOOD             USPSQD
 GP0482  HISTORY     - 20080308 GOOD             INDIV
 GP0482
 GP0482                          STATION DESCRIPTION
 GP0482
 GP0482'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0482'THE STATION IS 27 MILES NORTH OF CAMERON, 3-1/4 MILES SOUTH OF THE GAP
 GP0482'TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0482'
 GP0482'THE STATION MARK IS AN AZDT DISK STAMPED---BLACK 1983---.  IT IS SET
 GP0482'IN TOP OF A 10 INCH CONCRETE MONUMENT 97 FEET NORTHEAST OF THE CENTER
 GP0482'LINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF THE WITNESS POST.
 GP0482'
 GP0482'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLACK RM 1 1983---.  IT IS
 GP0482'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0482'
 GP0482'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLACK RM 2 1983---.  IT IS
 GP0482'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0482'
 GP0482'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0482'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0482'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 89.  TURN LEFT AND
 GP0482'TRAVEL SOUTH FOR 24.5 MILES TO THE JUNCTION WITH U.S. 89 ALT.  TURN
 GP0482'LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR 26 MILES TO THE GAP TRADING
 GP0482'POST, CONTINUE SOUTH ALONG U.S. 89 FOR 3.2 MILES TO THE STATION ON THE
 GP0482'LEFT AT A HIGHWAY CUT AT MILE POST 494.8.
 GP0482
 GP0482                          STATION RECOVERY (1993)
 GP0482
 GP0482'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0482'RECOVERED IN GOOD CONDITION.
 GP0482
 GP0482                          STATION RECOVERY (2008)
 GP0482
 GP0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 GP0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1118 ***********************************************************************
 ET1118  DESIGNATION -  BLACK
 ET1118  PID         -  ET1118
 ET1118  STATE/COUNTY-  AZ/YAVAPAI
 ET1118  USGS QUAD   -  SYCAMORE BASIN (1973)
 ET1118
 ET1118                         *CURRENT SURVEY CONTROL
 ET1118  ___________________________________________________________________
 ET1118* NAD 83(1992)-  34 53 43.00720(N)    112 01 49.21480(W)     ADJUSTED  
 ET1118* NAVD 88     -      1843.4    (meters)    6048.     (feet)  VERTCON   
 ET1118  ___________________________________________________________________
 ET1118  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 ET1118  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 ET1118  HORZ ORDER  -  THIRD
 ET1118
 ET1118.The horizontal coordinates were established by classical geodetic methods
 ET1118.and adjusted by the National Geodetic Survey in August 1993.
 ET1118
 ET1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1118
 ET1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1118
 ET1118.The geoid height was determined by GEOID03.
 ET1118
 ET1118;                    North         East     Units Scale Factor Converg.
 ET1118;SPC AZ C     -   431,963.652   202,971.037   MT  0.99990133   -0 03 54.1
 ET1118;SPC AZ C     - 1,417,203.58    665,915.48   iFT  0.99990133   -0 03 54.1
 ET1118;UTM  12      - 3,861,914.364   405,858.610   MT  0.99970923   -0 35 22.1
 ET1118
 ET1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1118!SPC AZ C     -   0.99971463  x   0.99990133  =   0.99961599
 ET1118!UTM  12      -   0.99971463  x   0.99970923  =   0.99942394
 ET1118
 ET1118|---------------------------------------------------------------------|
 ET1118| PID    Reference Object                     Distance      Geod. Az  |
 ET1118|                                                           dddmmss.s |
 ET1118| CS3963 BLACK RM 2                           21.126 METERS 14515     |
 ET1118| CS3962 BLACK RM 1                            7.952 METERS 22624     |
 ET1118| ET1119 BOX                                 APPROX.20.9 KM 2605119.0 |
 ET1118|---------------------------------------------------------------------|
 ET1118
 ET1118                          SUPERSEDED SURVEY CONTROL
 ET1118
 ET1118  NAD 83(1986)-  34 53 43.00326(N)    112 01 49.21286(W) AD(       ) 3
 ET1118  NGVD 29 (04/23/90) 1842.6    (m)         6045.     (f) VERT ANG    3  
 ET1118
 ET1118.Superseded values are not recommended for survey control.
 ET1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1118.See file dsdata.txt to determine how the superseded data were derived.
 ET1118
 ET1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0585961914(NAD 83)
 ET1118_MARKER: DS = TRIANGULATION STATION DISK
 ET1118_SETTING: 66 = SET IN ROCK OUTCROP
 ET1118_SP_SET: SET IN ROCK OUTCROP
 ET1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1118+STABILITY: POSITION/ELEVATION WELL
 ET1118
 ET1118  HISTORY     - Date     Condition        Report By
 ET1118  HISTORY     - 1943     MONUMENTED       USGS
 ET1118  HISTORY     - 1973     GOOD             USGS
 ET1118
 ET1118                          STATION DESCRIPTION
 ET1118
 ET1118'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1118'LOCATED 10.5 MI N. AND 0.8 MI W. OF COTTONWOOD.  ON TOP OF BLACK
 ET1118'MTN. ON HIGHEST PART OF SUMMIT BUT ABOUT 150 FT S. OF HIGHEST
 ET1118'POINT WHICH RISES 2 OR 3 FT HIGHER THAN STATION MARK, ABOUT 200
 ET1118'FT W. OF EAST EDGE, 80 FT N. OF SOUTH EDGE OF TOP.
 ET1118'
 ET1118'STATION MARK--STANDARD TABLET STAMPED---BLACK 1943---, CEMENTED IN
 ET1118'HARD LOW OUTCROP.
 ET1118'
 ET1118'RM 1--STANDARD RM TABLET STAMPED---BLACK 1943 NO 1---, CEMENTED IN
 ET1118'LOW OUTCROP.
 ET1118'
 ET1118'RM 2--STANDARD RM TABLET STAMPED---BLACK 1943 NO 2---, CEMENTED IN
 ET1118'LOW OUTCROP.
 ET1118
 ET1118                          STATION RECOVERY (1973)
 ET1118
 ET1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET1118'TO REACH FROM POST OFFICE IN COTTONWOOD, GO 3.9 MI N. ON U.S.
 ET1118'HWY. 89A TOWARD FLAGSTAFF TO DIRT RD. LEFT AT SIGN
 ET1118'ENTERING COCONINO NATIONAL FOREST, CONTINUE 1.5 MI TO DIRT RD.
 ET1118'LEFT (FS RD. 761).  TURN LEFT 0.7 MI N. TO RD. FORK.  KEEP RIGHT
 ET1118'2.8 MI TO T-RD. RIGHT, CONTINUE STRAIGHT 1.7 MI TO RD. FORK RIGHT
 ET1118'AND SIGN PRIMITIVE RD, CONTINUE STRAIGHT 1.4 MI TO RD. FORK
 ET1118'LEFT AND SIGN BUCKBOARD RD, DUFF MESA RD 7, CONTINUE STRAIGHT
 ET1118'2.2 MI TO RD. FORK.  TAKE LEFT FORK 0.6 MI TO RD. JCT. AT
 ET1118'WHEATFIELD TANKS.  KEEP RIGHT 0.7 MI TO RD. FORK LEFT AND USFS
 ET1118'SIGN PRIMITIVE RD 761A.  TURN LEFT 0.5 MI TO GATE, PASS THROUGH
 ET1118'GATE 0.4 MI TO REVERSE Y-RD. (ABANDONED) AT POINT WHERE RD.
 ET1118'CROSSES UNDER WOODEN POLE TRANSMISSION LINE.  KEEP RIGHT 0.5 MI TO
 ET1118'DIM TRACK RD. LEFT.  TURN LEFT 0.7 MI UP SIDE OF BLACK MOUNTAIN TO
 ET1118'OLD STONE QUARRY, CABIN AND END OF TRUCK TRAVEL (4-WHEEL DRIVE
 ET1118'REQUIRED FOR THIS LAST PORTION).  PACK UP FROM QUARRY ALONG OLD
 ET1118'TRACK RD. IMPOSSIBLE TO DRIVE BECAUSE OF SLIDE AREAS ABOUT 1 HOUR
 ET1118'TO POINT WHERE RD. STARTS DESCENDING TO EARTH STOCKPOND.  LEAVE
 ET1118'RD. W. CROSS-COUNTRY TO HIGHEST PART OF TOP AND STATION.  TOTAL
 ET1118'PACK TIME 1 HOUR 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0622 ***********************************************************************
 DV0622  DESIGNATION -  BLACK AZ MK
 DV0622  PID         -  DV0622
 DV0622  STATE/COUNTY-  AZ/MARICOPA
 DV0622  USGS QUAD   -  PHOENIX (1982)
 DV0622
 DV0622                         *CURRENT SURVEY CONTROL
 DV0622  ___________________________________________________________________
 DV0622* NAD 83(1986)-  33 27 56.     (N)    112 06 34.     (W)     SCALED    
 DV0622* NAVD 88     -       331.547  (meters)    1087.75   (feet)  ADJUSTED  
 DV0622  ___________________________________________________________________
 DV0622  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0622  DYNAMIC HT  -         331.162 (meters)    1086.49  (feet)  COMP
 DV0622  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 DV0622
 DV0622  VERT ORDER  -  FIRST     CLASS II
 DV0622
 DV0622.The horizontal coordinates were scaled from a topographic map and have
 DV0622.an estimated accuracy of +/- 6 seconds.
 DV0622
 DV0622.The orthometric height was determined by differential leveling
 DV0622.and adjusted in November 1993.
 DV0622
 DV0622.The geoid height was determined by GEOID03.
 DV0622
 DV0622.The dynamic height is computed by dividing the NAVD 88
 DV0622.geopotential number by the normal gravity value computed on the
 DV0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0622.degrees latitude (g = 980.6199 gals.).
 DV0622
 DV0622.The modeled gravity was interpolated from observed gravity values.
 DV0622
 DV0622;                    North         East    Units  Estimated Accuracy
 DV0622;SPC AZ C     -   273,400.      195,440.      MT  (+/- 180 meters Scaled)
 DV0622
 DV0622                          SUPERSEDED SURVEY CONTROL
 DV0622
 DV0622  NGVD 29 (??/??/92)  330.888  (m)         1085.59   (f) ADJ UNCH    1 2
 DV0622
 DV0622.Superseded values are not recommended for survey control.
 DV0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0622.See file dsdata.txt to determine how the superseded data were derived.
 DV0622
 DV0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969034(NAD 83)
 DV0622_MARKER: DZ = AZIMUTH MARK DISK
 DV0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0622_SP_SET: OVERPASS RAIL
 DV0622_STAMPING: BLACK 1963
 DV0622_MARK LOGO: CGS   
 DV0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0622
 DV0622  HISTORY     - Date     Condition        Report By
 DV0622  HISTORY     - 1963     MONUMENTED       CGS
 DV0622  HISTORY     - 1981     GOOD             AZDT
 DV0622  HISTORY     - 1981     GOOD             AZDT
 DV0622
 DV0622                          STATION DESCRIPTION
 DV0622
 DV0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0622'IN PHOENIX.
 DV0622'AT WEST MCDOWELL ROAD OVERPASS OVER THE BLACK CANYON FREEWAY IN
 DV0622'PHOENIX, SET IN TOP OF THE EAST END OF THE CONCRETE GUARD RAIL AT THE
 DV0622'SOUTHEAST CORNER OF THE OVERPASS, 20 FEET SOUTH OF THE CENTER OF THE
 DV0622'EAST BOUND LANE OF WEST MCDOWELL ROAD, 28 FEET WEST OF THE CENTER OF
 DV0622'THE NORTH BOUND SERVICE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF WEST
 DV0622'MCDOWELL ROAD.
 DV0622
 DV0622                          STATION RECOVERY (1981)
 DV0622
 DV0622'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0622'AT THE INTERSECTION OF INTERSTATE 17 AND MCDOWELL ROAD IN PHOENIX TO
 DV0622'THE MARK ON THE SOUTHEAST DADO OF MCDOWELL ROAD OVERPASS 5.0 FEET
 DV0622'(1.52 M) SOUTH OF THE SOUTH CURB OF MCDOWELL ROAD, 18.5 FT (5.64 M)
 DV0622'WEST OF THE WEST CURB OF THE NORTHBOUND FRONTAGE ROAD, 3.1 FEET
 DV0622'(0.94 M) ABOVE SIDEWALK ON TOP OF THE SOUTHEAST DADO.
 DV0622
 DV0622                          STATION RECOVERY (1981)
 DV0622
 DV0622'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0622'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DV0622'2.0 MI (3.22 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV0622'19TH AVENUE TO ADAMS STREET, THENCE 1.1 MI (1.82 KM) NORTH TO STATION
 DV0622'LOCATED ON SOUTHEAST DADO OF MCDOWELL OVERPASS, 30.0 FT (9.14 METERS)
 DV0622'SOUTH OF EASTBOUND MCDOWELL CENTERLINE, 44 FT (13.41 METERS) WEST OF
 DV0622'SOUTHBOUND BLACK CANYON CENTERLINE, A STANDARD USCGS BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1880 ***********************************************************************
 DV1880  DESIGNATION -  BLACK BUTTE
 DV1880  PID         -  DV1880
 DV1880  STATE/COUNTY-  AZ/MARICOPA
 DV1880  USGS QUAD   -  BLACK BUTTE (1990)
 DV1880
 DV1880                         *CURRENT SURVEY CONTROL
 DV1880  ___________________________________________________________________
 DV1880* NAD 83(1992)-  33 50 36.56573(N)    113 01 06.17664(W)     ADJUSTED  
 DV1880* NAVD 88     -      1101.4    (meters)    3614.     (feet)  VERTCON   
 DV1880  ___________________________________________________________________
 DV1880  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DV1880  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV1880  HORZ ORDER  -  FIRST
 DV1880
 DV1880.The horizontal coordinates were established by classical geodetic methods
 DV1880.and adjusted by the National Geodetic Survey in August 1993.
 DV1880
 DV1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1880
 DV1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1880
 DV1880.The geoid height was determined by GEOID03.
 DV1880
 DV1880;                    North         East     Units Scale Factor Converg.
 DV1880;SPC AZ C     -   315,841.379   111,399.732   MT  1.00002812   -0 36 49.1
 DV1880;SPC AZ C     - 1,036,225.00    365,484.69   iFT  1.00002812   -0 36 49.1
 DV1880;UTM  12      - 3,746,635.111   313,250.829   MT  1.00002995   -1 07 27.9
 DV1880
 DV1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1880!SPC AZ C     -   0.99983183  x   1.00002812  =   0.99985995
 DV1880!UTM  12      -   0.99983183  x   1.00002995  =   0.99986178
 DV1880
 DV1880|---------------------------------------------------------------------|
 DV1880| PID    Reference Object                     Distance      Geod. Az  |
 DV1880|                                                           dddmmss.s |
 DV1880| CH2736 BLACK BUTTE RM 1                      6.354 METERS 19504     |
 DV1880| CH2737 BLACK BUTTE RM 2                      6.250 METERS 27135     |
 DV1880| CH2735 BLACK BUTTE AZ MK                                  3050953.8 |
 DV1880|---------------------------------------------------------------------|
 DV1880
 DV1880                          SUPERSEDED SURVEY CONTROL
 DV1880
 DV1880  NAD 83(1986)-  33 50 36.56222(N)    113 01 06.17846(W) AD(       ) 1
 DV1880  NAD 27      -  33 50 36.45600(N)    113 01 03.51500(W) AD(       ) 1
 DV1880  NGVD 29 (07/19/86) 1100.7    (m)         3611.     (f) VERT ANG    3  
 DV1880
 DV1880.Superseded values are not recommended for survey control.
 DV1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1880.See file dsdata.txt to determine how the superseded data were derived.
 DV1880
 DV1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1325146635(NAD 83)
 DV1880_MARKER: DS = TRIANGULATION STATION DISK
 DV1880_SETTING: 80 = SET IN A BOULDER
 DV1880_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1880
 DV1880  HISTORY     - Date     Condition        Report By
 DV1880  HISTORY     - 1948     MONUMENTED       CGS
 DV1880  HISTORY     - 1963     GOOD             USGS
 DV1880
 DV1880                          STATION DESCRIPTION
 DV1880
 DV1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1880'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTHEAST
 DV1880'OF AGUILA AND ABOUT 3 MILES AIRLINE NORTHEAST OF THE CHACO
 DV1880'SHEEP COMPANY RANCH HOUSE, ON THE EAST END AND HIGHEST POINT
 DV1880'OF A LONG, BLACK, V-SHAPED RIDGE THAT SLOPES UP FROM GROUND
 DV1880'LEVEL ON THE WEST AND DROPS OFF ABRUPTLY, TO THE EAST.  IT IS 20
 DV1880'FEET NORTH OF THE HIGHEST POINT ON WHICH A 4 FOOT CAIRN STANDS,
 DV1880'6 FEET WEST OF THE EAST RIM, PROJECTS 3 INCHES, AND IS STAMPED,
 DV1880'BLACK BUTTE 1948.
 DV1880'
 DV1880'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1880'THE STATION, 15 FEET WEST OF THE HIGHEST POINT AND CAIRN,
 DV1880'PROJECTS 3 INCHES, AND IS STAMPED, BLACK BUTTE NO 1 1948.
 DV1880'
 DV1880'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DV1880'STATION, 21 FEET WEST OF THE EAST RIM, PROJECTS 3 INCHES, AND
 DV1880'IS STAMPED, BLACK BUTTE NO 2 1948.
 DV1880'
 DV1880'THE AZIMUTH MARK IS LOCATED 0.15 MILE NORTH OF AND APPROXIMATELY
 DV1880'30 FEET HIGHER THAN THE ROAD TO STATION AT A POINT WHERE
 DV1880'THE ROAD MAKES A SHARP CURVE TO EAST, ON THE SOUTH SLOPE OF
 DV1880'A LOW ROCKY HILL, FLUSH ON THE NORTH SIDE, AND IS STAMPED,
 DV1880'BLACK BUTTE 1948.
 DV1880'
 DV1880'TO REACH FROM THE UNDERPASS IN WICKENBURG.  GO WEST ON HIGHWAYS
 DV1880'60 AND 70 FOR 21.8 MILES TO A CONCRETE MILEAGE MARKER AND
 DV1880'A STEEL GATE ON THE SOUTH SIDE OF THE HIGHWAY.  PASS THROUGH
 DV1880'GATE AND TURN LEFT (E) AND FOLLOW FENCE FOR 1.1 MILE.  TURN RIGHT
 DV1880'(S) LEAVING FENCE AND FOLLOW BLADED ROAD FOR 1.05 MILE TO
 DV1880'A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 3.35 MILES TO
 DV1880'A CROSSROAD.  TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.25
 DV1880'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.8 MILE TO A WIRE
 DV1880'GATE.  PASS THROUGH AND CONTINUE FOR 0.15 MILE TO A FORK.
 DV1880'TAKE THE LEFT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE
 DV1880'LEFT FORK AND CONTINUE ON MAIN TRAVELED ROAD FOR 2.0 MILES
 DV1880'TO A POINT JUST AFTER A SHARP CURVE TO EAST AND AZIMUTH
 DV1880'MARK AS DESCRIBED ABOVE.  CONTINUE FOR 0.95 MILE CROSSING A
 DV1880'WASH TO THE MOUTH OF A SMALL WASH ON RIGHT AND THE END OF
 DV1880'TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST ALONG SHARP ROCKY
 DV1880'RIDGE FOR APPROXIMATELY 1 MILE TO THE HIGHEST POINT AND
 DV1880'STATION.  A 1 HOUR PACK.  IT IS ASSUMED WITH A 4 WHEEL DRIVE
 DV1880'VEHICLE BY FOLLOWING THE ROAD FOR APPROXIMATELY 1 MILE
 DV1880'THEN LEAVING ROAD TO SOUTH TO THE BASE OF RIDGE, THAT THE
 DV1880'PACK CAN BE CUT DOWN ABOUT 20 MINUTES.
 DV1880
 DV1880                          STATION RECOVERY (1963)
 DV1880
 DV1880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV1880'TO REACH FROM AGUILA, TAKE EAGLE EYE BLVD. SOUTH FOR 5 MI.
 DV1880'TO ROAD Y, TAKE LEFT FORK, PROCEED 5.8 MI. TO Y ROAD, TAKE
 DV1880'LEFT FORK FOR 1-1/2 MI TO SMALL RANCH, PROCEED E FOR 1.4
 DV1880'MI. TO EARTH TANK.  PROCEED CROSS COUNTRY IN NORTHEASTERLY
 DV1880'DIRECTION WITH TRUCK TOWARD HIGHEST PEAK FOR ADDITIONAL
 DV1880'1.3 MILES.  ONE HOUR PACK TO HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1473 ***********************************************************************
 DA1473  DESIGNATION -  BLACK BUTTE
 DA1473  PID         -  DA1473
 DA1473  STATE/COUNTY-  AZ/PIMA
 DA1473  USGS QUAD   -  BEN NEVIS MOUNTAIN (1990)
 DA1473
 DA1473                         *CURRENT SURVEY CONTROL
 DA1473  ___________________________________________________________________
 DA1473* NAD 83(1992)-  32 03 32.97916(N)    112 13 01.03572(W)     ADJUSTED  
 DA1473* NAVD 88     -       866.     (meters)    2841.     (feet)  SCALED    
 DA1473  ___________________________________________________________________
 DA1473  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DA1473  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DA1473  HORZ ORDER  -  FIRST
 DA1473
 DA1473.The horizontal coordinates were established by classical geodetic methods
 DA1473.and adjusted by the National Geodetic Survey in August 1993.
 DA1473
 DA1473.The orthometric height was scaled from a topographic map.
 DA1473
 DA1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1473
 DA1473.The geoid height was determined by GEOID03.
 DA1473
 DA1473;                    North         East     Units Scale Factor Converg.
 DA1473;SPC AZ C     -   117,465.998   185,005.885   MT  0.99990991   -0 09 33.8
 DA1473;SPC AZ C     -   385,387.13    606,974.69   iFT  0.99990991   -0 09 33.8
 DA1473;UTM  12      - 3,547,640.887   385,122.225   MT  0.99976275   -0 38 45.7
 DA1473
 DA1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1473!SPC AZ C     -   0.99986896  x   0.99990991  =   0.99977888
 DA1473!UTM  12      -   0.99986896  x   0.99976275  =   0.99963174
 DA1473
 DA1473|---------------------------------------------------------------------|
 DA1473| PID    Reference Object                     Distance      Geod. Az  |
 DA1473|                                                           dddmmss.s |
 DA1473| CH4381 BLACK BUTTE RM 2                      4.738 METERS 05417     |
 DA1473| CH0148 SOUTH MOUNTAIN                      APPROX. 9.3 KM 1345437.8 |
 DA1473| CH4380 BLACK BUTTE RM 1                      6.837 METERS 33106     |
 DA1473|---------------------------------------------------------------------|
 DA1473
 DA1473                          SUPERSEDED SURVEY CONTROL
 DA1473
 DA1473  NAD 83(1986)-  32 03 32.97157(N)    112 13 01.03681(W) AD(       ) 1
 DA1473  NAD 27      -  32 03 32.71600(N)    112 12 58.55900(W) AD(       ) 1
 DA1473
 DA1473.Superseded values are not recommended for survey control.
 DA1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1473.See file dsdata.txt to determine how the superseded data were derived.
 DA1473
 DA1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA8512247641(NAD 83)
 DA1473_MARKER: DS = TRIANGULATION STATION DISK
 DA1473_SETTING: 0 = UNSPECIFIED SETTING
 DA1473
 DA1473  HISTORY     - Date     Condition        Report By
 DA1473  HISTORY     - 1935     MONUMENTED       CGS
 DA1473  HISTORY     - 1968     GOOD             AMS
 DA1473
 DA1473                          STATION DESCRIPTION
 DA1473
 DA1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1473'FROM SCHOOLHOUSE AT PISINEMO, GO SOUTH ON THE SELLS ROAD FOR
 DA1473'2.8 MILES, TURN LEFT ONTO TRACK ROAD AND GO 4.5 MILES, TAKE
 DA1473'LEFT FORK, AND GO 1.6 MILES, TAKE LEFT FORK AND GO 0.5 MILE,
 DA1473'TURN LEFT OFF MAIN ROAD, AND GO 0.1 MILE TO BASE OF A PROMINENT,
 DA1473'DETACHED BLACK LAVA HILL.  FROM HERE FOLLOW RIDGE SOUTHWESTWARD
 DA1473'TO A SUMMIT OF HILL AND STATION.  MARKED BY A STANDARD BRONZE
 DA1473'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DA1473'BRONZE REFERENCE DISK, IS 6.837 METERS (22.43 FEET)
 DA1473'FROM STATION N 29 DEG 54 MIN W.  REFERENCE MARK NO.
 DA1473'2, A STANDARD BRONZE REFERENCE DISK, IS 4.738
 DA1473'METERS (15.54 FEET) FROM STATION N 54 DEG 17
 DA1473'MIN E.  NO AZIMUTH MARK WAS ESTABLISHED.  OTHER STATIONS
 DA1473'ARE VISIBLE FROM THE GROUND.
 DA1473
 DA1473                          STATION RECOVERY (1968)
 DA1473
 DA1473'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DA1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1069 ***********************************************************************
 FS1069  DESIGNATION -  BLACK CAIRN
 FS1069  PID         -  FS1069
 FS1069  STATE/COUNTY-  AZ/MOHAVE
 FS1069  USGS QUAD   -  BURNS SPRING (1967)
 FS1069
 FS1069                         *CURRENT SURVEY CONTROL
 FS1069  ___________________________________________________________________
 FS1069* NAD 83(1992)-  35 21 29.61235(N)    114 22 35.27093(W)     ADJUSTED  
 FS1069* NAVD 88     -              **(meters)            **(feet)            
 FS1069  ___________________________________________________________________
 FS1069  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 FS1069  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FS1069  HORZ ORDER  -  THIRD
 FS1069
 FS1069.The horizontal coordinates were established by classical geodetic methods
 FS1069.and adjusted by the National Geodetic Survey in August 1993.
 FS1069
 FS1069
 FS1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1069
 FS1069.The geoid height was determined by GEOID03.
 FS1069
 FS1069;                    North         East     Units Scale Factor Converg.
 FS1069;SPC AZ W     -   483,509.417   156,425.008   MT  0.99997327   -0 21 45.1
 FS1069;SPC AZ W     - 1,586,316.98    513,205.41   iFT  0.99997327   -0 21 45.1
 FS1069;UTM  11      - 3,915,929.683   738,381.697   MT  1.00030036   +1 31 08.1
 FS1069
 FS1069                          SUPERSEDED SURVEY CONTROL
 FS1069
 FS1069  NAD 83(1986)-  35 21 29.61272(N)    114 22 35.26785(W) AD(       ) 4
 FS1069  NAD 27      -  35 21 29.63100(N)    114 22 32.40900(W) AD(       ) 3
 FS1069
 FS1069.Superseded values are not recommended for survey control.
 FS1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1069.See file dsdata.txt to determine how the superseded data were derived.
 FS1069
 FS1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3838215930(NAD 83)
 FS1069_MARKER: 72 = CAIRN
 FS1069
 FS1069  HISTORY     - Date     Condition        Report By
 FS1069  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1069
 FS1069                          STATION DESCRIPTION
 FS1069
 FS1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1069'THE STATION IS ON A HIGH RIDGE OF THE BLACK MOUNTAINS, 10-1/2
 FS1069'MILES, AIRLINE WESTSOUTHWEST OF CHLORIDE, 2 MILES SOUTHWEST OF
 FS1069'PILGRIM MINE, 21 MILES NORTHWEST OF KINGMAN, AND 7 MILES
 FS1069'WESTSOUTHWEST OF U.S. HIGHWAY 93 AND 466 AT THE NEAREST POINT.
 FS1069'THIS POINT IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 FS1069'
 FS1069'THE STATION IS A SYMMETRICAL ROCK CAIRN, APPROXIMATELY 5 FEET
 FS1069'HIGH WITH A SIGNAL POLE IN THE CENTER.
 FS1069'
 FS1069'THE POLE WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2033 ***********************************************************************
 DU2033  DESIGNATION -  BLACK CROSS
 DU2033  PID         -  DU2033
 DU2033  STATE/COUNTY-  AZ/MARICOPA
 DU2033  USGS QUAD   -  HORSE MESA DAM (1978)
 DU2033
 DU2033                         *CURRENT SURVEY CONTROL
 DU2033  ___________________________________________________________________
 DU2033* NAD 83(1992)-  33 31 03.13242(N)    111 16 18.18827(W)     ADJUSTED  
 DU2033* NAVD 88     -      1465.6    (meters)    4808.     (feet)  VERTCON   
 DU2033  ___________________________________________________________________
 DU2033  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 DU2033  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DU2033  HORZ ORDER  -  FIRST
 DU2033
 DU2033.The horizontal coordinates were established by classical geodetic methods
 DU2033.and adjusted by the National Geodetic Survey in August 1993.
 DU2033
 DU2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2033
 DU2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2033
 DU2033.The geoid height was determined by GEOID03.
 DU2033
 DU2033;                    North         East     Units Scale Factor Converg.
 DU2033;SPC AZ C     -   279,331.532   273,272.600   MT  0.99994424   +0 21 22.1
 DU2033;SPC AZ C     -   916,442.03    896,563.65   iFT  0.99994424   +0 21 22.1
 DU2033;UTM  12      - 3,708,696.549   474,766.335   MT  0.99960785   -0 09 00.2
 DU2033
 DU2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2033!SPC AZ C     -   0.99977444  x   0.99994424  =   0.99971869
 DU2033!UTM  12      -   0.99977444  x   0.99960785  =   0.99938238
 DU2033
 DU2033|---------------------------------------------------------------------|
 DU2033| PID    Reference Object                     Distance      Geod. Az  |
 DU2033|                                                           dddmmss.s |
 DU2033| CH4383 BLACK CROSS RM 1                      7.252 METERS 17553     |
 DU2033| CH4384 BLACK CROSS RM 2                      4.278 METERS 27555     |
 DU2033| CH4382 BLACK CROSS AZ MK                                  3265842.8 |
 DU2033|---------------------------------------------------------------------|
 DU2033
 DU2033                          SUPERSEDED SURVEY CONTROL
 DU2033
 DU2033  NAD 83(1986)-  33 31 03.12813(N)    111 16 18.19039(W) AD(       ) 1
 DU2033  NAD 27      -  33 31 02.95000(N)    111 16 15.73700(W) AD(       ) 1
 DU2033  NGVD 29 (07/19/86) 1464.9    (m)         4806.     (f) VERT ANG    3  
 DU2033
 DU2033.Superseded values are not recommended for survey control.
 DU2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2033.See file dsdata.txt to determine how the superseded data were derived.
 DU2033
 DU2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7476608697(NAD 83)
 DU2033_MARKER: DD = SURVEY DISK
 DU2033_SETTING: 66 = SET IN ROCK OUTCROP
 DU2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2033
 DU2033  HISTORY     - Date     Condition        Report By
 DU2033  HISTORY     - 1947     MONUMENTED       CGS
 DU2033  HISTORY     - 1947     GOOD             CGS
 DU2033  HISTORY     - 1963     GOOD             USGS
 DU2033  HISTORY     - 1965     GOOD             USGS
 DU2033
 DU2033                          STATION DESCRIPTION
 DU2033
 DU2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2033'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF ROOSEVELT AND
 DU2033'1.5 MILES SOUTH OF THE APACHE TRAIL, ON THE TOP OF A CONE-SHAPED
 DU2033'PEAK WHICH IS A PART OF THE FISH CREEK MOUNTAINS.  THIS PEAK IS
 DU2033'AT THE NORTHWEST END OF A RIDGE ABOUT 0.5 MILE LONG, THE SOUTHEAST
 DU2033'END BEING SLIGHTLY HIGHER AND JAGGED.  IT IS ON THE HIGHEST
 DU2033'POINT OF RIDGE SET IN OUTCROPPING BEDROCK WHICH PROJECTS 10
 DU2033'INCHES AND IS STAMPED BLACK CROSS 1946.
 DU2033'
 DU2033'REFERENCE MARK NO. 1 IS APPROXIMATELY 20 INCHES LOWER THAN THE
 DU2033'STATION SET IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES AND IS
 DU2033'STAMPED BLACK CROSS NO 1 1946.
 DU2033'
 DU2033'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 INCHES LOWER THAN THE
 DU2033'STATION SET IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES AND
 DU2033'IS STAMPED BLACK CROSS NO 2 1946.
 DU2033'
 DU2033'THE AZIMUTH MARK IS LOCATED IN THE LOWEST PART OF A EAST-WEST
 DU2033'RIDGE APPROXIMATELY 0.8 MILE BEFORE REACHING STATION, 3 FEET
 DU2033'EAST OF A 3 FOOT ROCK CAIRN, SET IN OUTCROPPING BEDROCK
 DU2033'PROJECTING 6 INCHES AND IS STAMPED BLACK CROSS 1946.
 DU2033'
 DU2033'TO REACH FROM THE STORE AND POST OFFICE IN ROOSEVELT.  GO WEST
 DU2033'FOR 2.1 MILES TO A FORK JUST BEFORE ARRIVING AT ROOSEVELT DAM.
 DU2033'TAKE LEFT FORK, APACHE TRAIL, AND FOLLOW IT WEST FOR 12.6 MILES
 DU2033'TO A SIDE ROAD RIGHT TO APACHE LAKE FOREST CAMP.  CONTINUE
 DU2033'STRAIGHT AHEAD FOR 2.7 MILES TO A HIGHWAY MAINTENANCE CAMP ON THE
 DU2033'LEFT.  CONTINUE FOR 1.1 MILE TO A TRIANGLE BLAZED CACTUS 20
 DU2033'FEET FROM THE ROAD ON LEFT, A PARKING PLACE FOR THE TRUCK AND
 DU2033'THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, CROSS
 DU2033'CREEK AND PACK TO THE TOP OF A CONE SHAPED HILL TO THE
 DU2033'SOUTHEAST.  HERE PICK UP A DIM TRAIL AND FOLLOW IT SOUTH
 DU2033'THROUGH GAP IN RIM OF MOUNTAIN.  JUST AFTER PASSING THROUGH
 DU2033'GATE IN THIS GAP, TURN LEFT AND FOLLOW DIM TRAIL UP ALONG
 DU2033'THE LEFT SIDE OF A DRAW FOR APPROXIMATELY 1/4 MILE.  THEN
 DU2033'CROSS DRAW TO RIGHT AND GO ABOUT 300 YARDS TO A LOW SADDLE IN
 DU2033'RIDGE AND AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS POINT THE
 DU2033'STATION CAN BE SEEN AS A CONE SHAPED PEAK ACROSS A CANYON TO
 DU2033'THE SOUTHEAST.  FROM HERE PACK TOWARD CANYON KEEPING AT
 DU2033'ABOUT THE SAME ELEVATION UNTIL REACHED.  CROSS CANYON AND WORK
 DU2033'ALONG THE SLOPE TO LEFT TO A NARROW GAP IN THE RIM.  THEN UP
 DU2033'STEEP RIDGE TO RIGHT TO THE HIGHEST POINT AND STATION SITE.  A
 DU2033'THREE HOUR PACK, ADVISABLE TO FLAG ROUTE IN.
 DU2033
 DU2033                          STATION RECOVERY (1963)
 DU2033
 DU2033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2033'RECOVERED IN GOOD CONDITION.
 DU2033
 DU2033                          STATION RECOVERY (1965)
 DU2033
 DU2033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU2033'RECOVERED IN GOOD CONDITION.
 DU2033'
 DU2033'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1950 ***********************************************************************
 DV1950  DESIGNATION -  BLACK DOME
 DV1950  PID         -  DV1950
 DV1950  STATE/COUNTY-  AZ/YUMA
 DV1950  USGS QUAD   -  ENGESSER PASS (1990)
 DV1950
 DV1950                         *CURRENT SURVEY CONTROL
 DV1950  ___________________________________________________________________
 DV1950* NAD 83(1992)-  33 08 44.99726(N)    113 48 34.19402(W)     ADJUSTED  
 DV1950* NAVD 88     -       682.3    (meters)    2239.     (feet)  VERTCON   
 DV1950  ___________________________________________________________________
 DV1950  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DV1950  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DV1950  HORZ ORDER  -  SECOND
 DV1950
 DV1950.The horizontal coordinates were established by classical geodetic methods
 DV1950.and adjusted by the National Geodetic Survey in August 1993.
 DV1950
 DV1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1950
 DV1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1950
 DV1950.The geoid height was determined by GEOID03.
 DV1950
 DV1950;                    North         East     Units Scale Factor Converg.
 DV1950;SPC AZ W     -   237,933.104   207,809.224   MT  0.99993371   -0 01 57.1
 DV1950;SPC AZ W     -   780,620.42    681,788.79   iFT  0.99993371   -0 01 57.1
 DV1950;UTM  12      - 3,670,968.915   237,938.433   MT  1.00044684   -1 32 13.3
 DV1950
 DV1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1950!SPC AZ W     -   0.99989793  x   0.99993371  =   0.99983165
 DV1950!UTM  12      -   0.99989793  x   1.00044684  =   1.00034473
 DV1950
 DV1950|---------------------------------------------------------------------|
 DV1950| PID    Reference Object                     Distance      Geod. Az  |
 DV1950|                                                           dddmmss.s |
 DV1950| CH2739 BLACK DOME RM 1                       3.896 METERS 03241     |
 DV1950| CH2738 BLACK DOME AZ MK                                   2181242.0 |
 DV1950| CH2740 BLACK DOME RM 2                       7.203 METERS 31620     |
 DV1950|---------------------------------------------------------------------|
 DV1950
 DV1950                          SUPERSEDED SURVEY CONTROL
 DV1950
 DV1950  NAD 83(1986)-  33 08 44.99179(N)    113 48 34.19907(W) AD(       ) 2
 DV1950  NAD 27      -  33 08 44.85400(N)    113 48 31.45400(W) AD(       ) 2
 DV1950  NGVD 29 (07/19/86)  681.6    (m)         2236.     (f) VERT ANG    3  
 DV1950
 DV1950.Superseded values are not recommended for survey control.
 DV1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1950.See file dsdata.txt to determine how the superseded data were derived.
 DV1950
 DV1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3793870969(NAD 83)
 DV1950_MARKER: DS = TRIANGULATION STATION DISK
 DV1950_SETTING: 66 = SET IN ROCK OUTCROP
 DV1950
 DV1950  HISTORY     - Date     Condition        Report By
 DV1950  HISTORY     - 1949     MONUMENTED       CGS
 DV1950  HISTORY     - 1952     GOOD             USE
 DV1950
 DV1950                          STATION DESCRIPTION
 DV1950
 DV1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1950'THE STATION IS LOCATED ABOUT 22 MILES AIR LINE NORTHEAST OF
 DV1950'ROLLS AND ABOUT 14 MILES AIR LINE NORTHWEST OF HYDER, ON A
 DV1950'CONICAL-SHAPED HILL THAT HAS A PROMINENT BLACK, LAVA DOME
 DV1950'AT ITS APEX.  THE STATION MARK IS SET FLUSH ON THE HIGHEST
 DV1950'POINT OF THE DOME AND IS STAMPED, BLACK DOME 1949.
 DV1950'
 DV1950'REFERENCE MARK NO. 1 IS SET FLUSH 2 FEET LOWER THAN THE STATION
 DV1950'MARK AND IS STAMPED, BLACK DOME 1949 NO 1.
 DV1950'
 DV1950'REFERENCE MARK NO. 2 IS SET FLUSH 2 FEET LOWER THAN THE
 DV1950'STATION MARK AND IS STAMPED, BLACK DOME 1949 NO 2.
 DV1950'
 DV1950'THE AZIMUTH MARK PROJECTS 6 FEET, IS SET ON THE WEST BANK
 DV1950'OF A LARGE WASH, 7 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 DV1950'STAMPED, BLACK DOME 1949.  THE BOULDER IN WHICH THE MARK IS
 DV1950'SET, HAS A FEW HIEROGLYPHICS ON IT.
 DV1950'
 DV1950'TO REACH THE STATION FROM QUARTZSITE, GO SOUTH ON STATE
 DV1950'HIGHWAY 95, 28.3 MILES TO A BLADED ROAD LEFT AT SIGN KING
 DV1950'ROB ROY NORTH STAR 22.  TURN LEFT, FOLLOW BLADED ROAD EASTERLY
 DV1950'14.5 MILES TO A ROAD LEFT AT SIGN, 9.3 MI. KING ROB ROY NORTH
 DV1950'STAR, TURN LEFT, FOLLOW BLADED ROAD NORTHERLY 4.8 MILES TO
 DV1950'A TRACK ROAD RIGHT.  TURN RIGHT ON TRACK ROAD AND GO EASTERLY,
 DV1950'FOLLOWING A WASH 2.8 MILES TO A ROAD RIGHT.  TURN RIGHT,
 DV1950'GO 1.2 MILES TO A FORK.  TURN LEFT, GO 6.9 MILES TO A BLADED
 DV1950'ROAD, TURN RIGHT, GO 1.1 MILES TO A T-INTERSECTION.  TURN
 DV1950'RIGHT, GO 5.6 MILES TO A ROAD LEFT AT AN ILLEGIBLE SIGN ON
 DV1950'RIGHT.  TURN LEFT ON TRACK ROAD, GO 0.25 MILE TO A FORK.
 DV1950'CONTINUE TO THE LEFT STRAIGHT AHEAD 0.05 MILE TO THE EAST
 DV1950'SIDE OF A WASH.  TURN LEFT, NORTHERLY, FOLLOW TRACKS 1.0
 DV1950'MILE TO THE AZIMUTH MARK ON RIGHT AND END OF TRUCK
 DV1950'TRAVEL.  FROM HERE WALK EASTERLY, CROSSING MAIN WASH TO A
 DV1950'SMALLER WASH ON RIGHT.  FOLLOW WASH EAST THEN NORTH TO
 DV1950'END OF WASH AND STATION JUST ABOVE ON BLACK DOME.  A
 DV1950'1 1/2-HOUR PACK.
 DV1950
 DV1950                          STATION RECOVERY (1952)
 DV1950
 DV1950'RECOVERY NOTE BY US ENGINEERS 1952
 DV1950'RECOVERY TO AZIMUTH MARKER ONLY.
 DV1950'
 DV1950'TO REACH FROM COUNTY WELL, PROCEED AS FAR STATION ENGASSER
 DV1950'UNTIL REACHING ENGASSER AZIMUTH AND WITNESS POST, CONTINUE
 DV1950'ALONG MAIN WASH ROAD 1.6 MILE TO A REVERSE FORK LEFT, GO
 DV1950'AHEAD ON CLEARED TRACK ROAD 1.5 MILE TO A Y FORK, GO RIGHT
 DV1950'ON MAIN TRAVELED ROAD 3.3 MILES TO WHITE POSTS ON EITHER
 DV1950'SIDE OF ROAD, CONTINUE 0.2 MILE TO INTERSECTION WITH GRADED
 DV1950'ROAD, GO RIGHT 1.1 MILE ON GRADED ROAD TO TRIANGULAR
 DV1950'INTERSECTION, GO RIGHT ON GRADED ROAD 5.65 MILES TO TRACK ROAD
 DV1950'LEFT AND OLD SIGN, CONTINUE STRAIGHT AHEAD 0.35 MILE
 DV1950'CROSSING WASH AND TURN LEFT ON FAINT TRACKS, FOLLOW
 DV1950'TRACKS TOWARD PEAK, AND INTO CANYON 1.0 MILE TO FIND
 DV1950'AZIMUTH AND WITNESS POST.  LAST 0.2 MILE IS ROUGH DRIVING
 DV1950'FOR 2 WHEEL DRIVE.  FROM HERE PACK EASTERLY, CROSSING
 DV1950'MAIN WASH TO A SMALLER WASH ON RIGHT.  FOLLOW WASH EAST
 DV1950'THEN NORTH TO END OF WASH AND STATION JUST ABOVE ON
 DV1950'BLACK DOME.  1-1/2 HOUR PACK.
 DV1950'
 DV1950'TO REACH FROM POSTOFFICE IN ROLL, PROCEED AS FOR STATION
 DV1950'MIDDLE TO FENCED ENCLOSURE (MESQUITE JIM WELL), GO AROUND
 DV1950'ENCLOSURE AND CONTINUE NE, ON GRADED ROAD 3.3 MILES TO INTERSECTION
 DV1950'WITH TRACK ROAD, CONTINUE STRAIGHT ON OLD GRADED ROAD 3.05
 DV1950'MILES TO INTERSECTION WITH GRADED ROAD, GO LEFT ON GRADED
 DV1950'ROAD 2.45 MILES TO FORK LEFT TOWARD MINE, CONTINUE STRAIGHT
 DV1950'AHEAD 4.35 MILES TO FAINT TRACKS RIGHT, FOLLOW TRACKS CROSS
 DV1950'COUNTRY TOWARD PEAK AND INTO CANYON 1.0 MILE TO AZIMUTH AND
 DV1950'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0573 ***********************************************************************
 FQ0573  DESIGNATION -  BLACK FALLS
 FQ0573  PID         -  FQ0573
 FQ0573  STATE/COUNTY-  AZ/COCONINO
 FQ0573  USGS QUAD   -  WUPATKI SE (1969)
 FQ0573
 FQ0573                         *CURRENT SURVEY CONTROL
 FQ0573  ___________________________________________________________________
 FQ0573* NAD 83(1992)-  35 35 25.11456(N)    111 19 31.16910(W)     ADJUSTED  
 FQ0573* NAVD 88     -      1384.0    (meters)    4541.     (feet)  VERTCON   
 FQ0573  ___________________________________________________________________
 FQ0573  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 FQ0573  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FQ0573  HORZ ORDER  -  FIRST
 FQ0573
 FQ0573.The horizontal coordinates were established by classical geodetic methods
 FQ0573.and adjusted by the National Geodetic Survey in August 1993.
 FQ0573
 FQ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0573
 FQ0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0573
 FQ0573.The geoid height was determined by GEOID03.
 FQ0573
 FQ0573;                    North         East     Units Scale Factor Converg.
 FQ0573;SPC AZ C     -   509,221.092   266,946.924   MT  0.99993537   +0 20 39.0
 FQ0573;SPC AZ C     - 1,670,672.87    875,810.12   iFT  0.99993537   +0 20 39.0
 FQ0573;UTM  12      - 3,938,558.047   470,528.300   MT  0.99961070   -0 11 21.6
 FQ0573
 FQ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0573!SPC AZ C     -   0.99978657  x   0.99993537  =   0.99972195
 FQ0573!UTM  12      -   0.99978657  x   0.99961070  =   0.99939735
 FQ0573
 FQ0573|---------------------------------------------------------------------|
 FQ0573| PID    Reference Object                     Distance      Geod. Az  |
 FQ0573|                                                           dddmmss.s |
 FQ0573| CH2742 BLACK FALLS RM 1                      6.760 METERS 22000     |
 FQ0573| CH2741 BLACK FALLS AZ MK                                  2405535.8 |
 FQ0573| CH2743 BLACK FALLS RM 2                      8.532 METERS 32259     |
 FQ0573|---------------------------------------------------------------------|
 FQ0573
 FQ0573                          SUPERSEDED SURVEY CONTROL
 FQ0573
 FQ0573  NAD 83(1986)-  35 35 25.11323(N)    111 19 31.16409(W) AD(       ) 1
 FQ0573  NAD 27      -  35 35 25.10985(N)    111 19 28.63482(W) AD(       ) 1
 FQ0573  NGVD 29 (07/19/86) 1383.2    (m)         4538.     (f) VERT ANG    3  
 FQ0573
 FQ0573.Superseded values are not recommended for survey control.
 FQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0573.See file dsdata.txt to determine how the superseded data were derived.
 FQ0573
 FQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7052838558(NAD 83)
 FQ0573_MARKER: DS = TRIANGULATION STATION DISK
 FQ0573_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FQ0573_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FQ0573
 FQ0573  HISTORY     - Date     Condition        Report By
 FQ0573  HISTORY     - 1936     MONUMENTED       CGS
 FQ0573
 FQ0573                          STATION DESCRIPTION
 FQ0573
 FQ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0573'STATION IS LOCATED ON THE HIGHER AND NORTH END OF A GRAVEL
 FQ0573'RIDGE, 1.0 MILE WEST OF LITTLE COLORADO RIVER, ABOUT 2.0 MILES
 FQ0573'NORTHWEST OF BLACK FALLS AND ABOUT 5-1/2 MILES NORTH-NORTHEAST
 FQ0573'OF THE WUPATKI RUINS.
 FQ0573'
 FQ0573'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89 (6 MILES
 FQ0573'EAST OF FLAGSTAFF) GO 21.6 MILES NORTH ALONG HIGHWAY 89 TO THE
 FQ0573'SIGNBOARD WUPATKI NATIONAL MONUMENT.  TURN RIGHT (EAST) ONTO
 FQ0573'DIRT ROAD AND FOLLOW THE WELL-MARKED ROAD TO WUPATKI, A DISTANCE
 FQ0573'OF ABOUT 14.0 MILES.  FROM THE TWO LARGE NATIONAL PARK SIGNS IN
 FQ0573'THE WASH 100 YARDS NORTHEAST OF THE PUEBLO RUINS OF THE WUPATKI
 FQ0573'GROUP TAKE THE POOR TRUCK TRAIL NORTHEAST 0.25 MILE TO WATER
 FQ0573'STATION, ABOUT 200 YARDS AFTER PASSING STOREHOUSE.  FROM WATER
 FQ0573'STATION CONTINUE NORTHEAST ON TRAIL DOWN THE WASH FOR 0.4
 FQ0573'MILE, THEN LEFT WITH ROAD UP A SIDE WASH AND DUGWAY FOR 0.4
 FQ0573'MILE TO TOP OF DUGWAY.  TURN RIGHT (NORTH) AND FOLLOW
 FQ0573'TRAIL ACROSS THE MESA ALMOST DIRECTLY NORTH FOR 1.7 MILES,
 FQ0573'THEN DROP OVER INTO RED WASH AND TAKE RIGHT FORK (NARROW
 FQ0573'ROAD) DOWN WASH NORTHEAST FOR 0.35 MILE, THENCE TURN
 FQ0573'LEFT UP SIDE WASH NORTHWEST AND GO 0.15 MILE.  CLIMB OUT OF
 FQ0573'WASH TO THE RIGHT OR NORTHEAST AND GO 0.2 MILE TO A HOGAN 25
 FQ0573'YARDS TO LEFT OF TRAVELER AND ROAD.  CONTINUE ON MAIN TRUCK
 FQ0573'TRAIL EAST-NORTHEAST FOR 1.0 MILE AND TAKE RIGHT FORK AFTER
 FQ0573'CROSSING WASH WITH SEVERAL STONES ON END.  GO 0.1 MILE AND
 FQ0573'TAKE RIGHT FORK TOWARD RUINS ON HILL EASTERLY, CLIMB UP ON RED
 FQ0573'ROCKS AND BEAR LEFT ON DIM TRACKS UP ALONG NORTH SLOPE OF RED
 FQ0573'HILL FOR 0.2 MILE UNTIL JUST NORTH OF ANCIENT HOUSE RUIN.
 FQ0573'THIS RED FLAT-TOPPED HILL HAS AN ANCIENT HOUSE RUIN ON WEST
 FQ0573'END, A CAIRN ON EAST END, AND WATER RESERVOIR AT THE WEST
 FQ0573'FOOT.  (AZIMUTH MARK IS ABOUT 10 YARDS NORTHEAST OF THE CAIRN
 FQ0573'ON SLOPE OF HILL.) FOLLOW TRACKS NORTHEAST DOWN RIDGE FOR 0.4
 FQ0573'MILE.  DO NOT GO DOWN INTO DRAW BUT TURN LEFT AND GO NORTHEASTERLY
 FQ0573'ON TRACK ROAD 1.0 MILE.  TAKE RIGHT FORK, CONTINUING STRAIGHT
 FQ0573'AHEAD ANOTHER 0.6 MILE.  TAKE RIGHT FORK EASTERLY AND GO 0.6
 FQ0573'MILE PROGRESSING TOWARD A LARGE WASH.  PASS LEFT OF GENERAL
 FQ0573'LAND OFFICE PIPE, LOOSE AND LEANING, MARKED T26N R10E 28 27 33
 FQ0573'34.  GO ABOUT 75 YARDS BEYOND G.L.O. PIPE AND TRAVEL OVER INTO
 FQ0573'BOTTOM OF BROAD RED WASH AND DRIVE SOUTHERLY UP THE BOTTOM OF
 FQ0573'THE WASH FOR 0.6 MILE TO END OF TRUCK TRAVEL.  PACK UP TO THE
 FQ0573'EAST TO THE NORTH END AND TOP OF A GRAVEL (PEBBLE) HILL FOR 300
 FQ0573'YARDS AND TO THE STATION.  (10 MINUTE PACK ABOUT 300
 FQ0573'YARDS EAST OF END OF TRUCK TRAVEL.) STATION WILL BE
 FQ0573'DIFFICULT TO REACH DURING RAINING OR WET SPELLS.)
 FQ0573'
 FQ0573'REFERENCE MARK NO. 1 IS SET ATOP OF A 2-1/4-INCH CONCRETE-FILLED
 FQ0573'PIPE PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FQ0573'SAME FOR REFERENCE MARK NO. 2.
 FQ0573'
 FQ0573'STATION MARK IS SAME AS REFERENCE MARKS BUT PROJECTS ABOUT 9
 FQ0573'INCHES ABOVE SURFACE OF THE GROUND.
 FQ0573'
 FQ0573'AZIMUTH MARK IS SET IN A SLAB OF ROCK ON A HILLSIDE.
 FQ0573'THE SLAB OF ROCK IS ABOUT FOUR FEET SQUARE AND SIX INCHES
 FQ0573'THICK.  FROM AZIMUTH MARK STATION HILL BEARS ABOUT 47 DEG
 FQ0573'MAGNETIC.
 FQ0573'
 FQ0573'A 4-FOOT STAND.
 FQ0573'
 FQ0573'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1295 ***********************************************************************
 DB1295  DESIGNATION -  BLACK HILL
 DB1295  PID         -  DB1295
 DB1295  STATE/COUNTY-  AZ/YUMA
 DB1295  USGS QUAD   -  LAGUNA DAM (1979)
 DB1295
 DB1295                         *CURRENT SURVEY CONTROL
 DB1295  ___________________________________________________________________
 DB1295* NAD 83(1992)-  32 51 58.31779(N)    114 25 14.79188(W)     ADJUSTED  
 DB1295* NAVD 88     -              **(meters)            **(feet)            
 DB1295  ___________________________________________________________________
 DB1295  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DB1295  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DB1295  HORZ ORDER  -  THIRD
 DB1295
 DB1295.The horizontal coordinates were established by classical geodetic methods
 DB1295.and adjusted by the National Geodetic Survey in August 1993.
 DB1295
 DB1295
 DB1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1295
 DB1295.The geoid height was determined by GEOID03.
 DB1295
 DB1295;                    North         East     Units Scale Factor Converg.
 DB1295;SPC AZ W     -   207,120.424   150,583.016   MT  0.99998191   -0 21 50.5
 DB1295;SPC AZ W     -   679,528.95    494,038.77   iFT  0.99998191   -0 21 50.5
 DB1295;UTM  11      - 3,639,403.006   741,337.176   MT  1.00031822   +1 24 01.3
 DB1295
 DB1295                          SUPERSEDED SURVEY CONTROL
 DB1295
 DB1295  NAD 83(1986)-  32 51 58.32135(N)    114 25 14.79794(W) AD(       ) 4
 DB1295  NAD 27      -  32 51 58.16900(N)    114 25 11.98900(W) AD(       ) 3
 DB1295
 DB1295.Superseded values are not recommended for survey control.
 DB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1295.See file dsdata.txt to determine how the superseded data were derived.
 DB1295
 DB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4133739403(NAD 83)
 DB1295_MARKER: B = BOLT
 DB1295_SETTING: 0 = UNSPECIFIED SETTING
 DB1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1295
 DB1295  HISTORY     - Date     Condition        Report By
 DB1295  HISTORY     - 1934     MONUMENTED       BOR
 DB1295
 DB1295                          STATION DESCRIPTION
 DB1295
 DB1295'DESCRIBED BY US BUREAU OF RECLAMATION 1934
 DB1295'BLACK HILL U.S.B.R. IS A 4- BY 4-INCH STAKE WITH AN IRON BOLT IN THE
 DB1295'CENTER.
 DB1295'
 DB1295'STATION RHO IS REACHED FROM YUMA BY GOING E ON U.S. HIGHWAY 80 TO A
 DB1295'ROAD STAND 4.7 MILES E OF FLY AIR FIELD.  TURN LEFT ON THE DOME ROAD
 DB1295'AND FOLLOW IT 10.8 MILES, TAKE LEFT FORK GO 1.0 MILE CROSSING THE
 DB1295'GILA RIVER ON THE SUSPENSION BRIDGE, TAKE THE RIGHT FORK WHICH IS
 DB1295'THE QUARTZITE ROAD AND FOLLOW IT 6.2 MILES TO THE PORTRIFIED
 DB1295'FOREST ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE MAIN-TRAVELED
 DB1295'ROAD 3.0 MILES.  THERE IS A SIGN HERE AT THE FORK OF THE ROAD
 DB1295'READING IT IS UNLAWFUL TO PICK UP PETRIFIED WOOD.  TAKE THE LEFT
 DB1295'FORK AND FOLLOW THE MAIN-TRAVELED ROAD 1.0 MILE, TAKE THE
 DB1295'RIGHT-HAND ROAD AND FOLLOW THE MAIN TRACK 1.3 MILES TO A POINT SW
 DB1295'OF THE PEAK.  LEAVE TRUCK HERE AND HEAD FOR THE PEAK ON THE
 DB1295'LEFT OF THE GROUP TO THE NE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1973 ***********************************************************************
 CZ1973  DESIGNATION -  BLACK HILLS 2
 CZ1973  PID         -  CZ1973
 CZ1973  STATE/COUNTY-  AZ/PIMA
 CZ1973  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ1973
 CZ1973                         *CURRENT SURVEY CONTROL
 CZ1973  ___________________________________________________________________
 CZ1973* NAD 83(1992)-  32 05 11.87776(N)    111 03 32.83760(W)     ADJUSTED  
 CZ1973* NAVD 88     -      1127.7    (meters)    3700.     (feet)  VERTCON   
 CZ1973  ___________________________________________________________________
 CZ1973  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CZ1973  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ1973  HORZ ORDER  -  FIRST
 CZ1973
 CZ1973.The horizontal coordinates were established by classical geodetic methods
 CZ1973.and adjusted by the National Geodetic Survey in August 1993.
 CZ1973
 CZ1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1973
 CZ1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1973
 CZ1973.The geoid height was determined by GEOID03.
 CZ1973
 CZ1973;                    North         East     Units Scale Factor Converg.
 CZ1973;SPC AZ C     -   120,794.360   294,309.079   MT  0.99998078   +0 27 20.0
 CZ1973;SPC AZ C     -   396,306.96    965,580.97   iFT  0.99998078   +0 27 20.0
 CZ1973;UTM  12      - 3,550,039.870   494,420.910   MT  0.99960038   -0 01 53.1
 CZ1973
 CZ1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1973!SPC AZ C     -   0.99982761  x   0.99998078  =   0.99980839
 CZ1973!UTM  12      -   0.99982761  x   0.99960038  =   0.99942806
 CZ1973
 CZ1973:                Primary Azimuth Mark                     Grid Az
 CZ1973:SPC AZ C     -  T15S R13E SECS 19 20 29 30               031 12 31.5
 CZ1973:UTM  12      -  T15S R13E SECS 19 20 29 30               031 41 44.6
 CZ1973
 CZ1973|---------------------------------------------------------------------|
 CZ1973| PID    Reference Object                     Distance      Geod. Az  |
 CZ1973|                                                           dddmmss.s |
 CZ1973| CH5236 T15S R13E SECS 19 20 29 30                         0313951.5 |
 CZ1973| CH4386 BLACK HILLS 2 RM 2                   11.126 METERS 05151     |
 CZ1973| CZ1975 SAN XAVIER MISSION CROSS            APPROX. 5.5 KM 0654708.8 |
 CZ1973| CH4385 BLACK HILLS 2 RM 1                   13.746 METERS 13932     |
 CZ1973| CZ1980 AIRWAY BCN RYAN FIELD TUCSON        APPROX.11.8 KM 2972628.2 |
 CZ1973| CZ1979 RNG TUCSON RADIO TU                 APPROX.11.3 KM 3004410.5 |
 CZ1973| CZ1968 GOLDEN GATE MOUNTAIN                APPROX.14.3 KM 3415658.6 |
 CZ1973| CZ1969 CAT MOUNTAIN                        APPROX.10.8 KM 3591112.1 |
 CZ1973|---------------------------------------------------------------------|
 CZ1973
 CZ1973                          SUPERSEDED SURVEY CONTROL
 CZ1973
 CZ1973  NAD 83(1986)-  32 05 11.87361(N)    111 03 32.83614(W) AD(       ) 1
 CZ1973  NAD 27      -  32 05 11.59000(N)    111 03 30.49400(W) AD(       ) 1
 CZ1973  NGVD 29 (07/19/86) 1127.0    (m)         3697.     (f) VERT ANG    3  
 CZ1973
 CZ1973.Superseded values are not recommended for survey control.
 CZ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1973.See file dsdata.txt to determine how the superseded data were derived.
 CZ1973
 CZ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9442150040(NAD 83)
 CZ1973_MARKER: DS = TRIANGULATION STATION DISK
 CZ1973_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1973_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1973
 CZ1973  HISTORY     - Date     Condition        Report By
 CZ1973  HISTORY     - 1935     MONUMENTED       CGS
 CZ1973  HISTORY     - 1956     GOOD             USE
 CZ1973  HISTORY     - 1959     GOOD             CGS
 CZ1973  HISTORY     - 1962     GOOD             CGS
 CZ1973
 CZ1973                          STATION DESCRIPTION
 CZ1973
 CZ1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1973'ABOUT 11-1/2 MILES, AIR LINE, SOUTHWEST OF TUCSON, 3 MILES
 CZ1973'WEST-SOUTHWEST OF SAN XAVIER MISSION AND ON THE HIGHEST PART
 CZ1973'OF THE LAVA-COVERED HILLS OR LONG BLACK RIDGE.  FROM GENERAL LAND
 CZ1973'OFFICE CORNER SECS 20, 21, 28, 29, T. 15 S., R 13E, (AZIMUTH
 CZ1973'MARK), GO WEST ALONG FENCE 1/2 MILE, TURN LEFT AND GO 1 MILE TO
 CZ1973'END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT 1 HOUR TO STATION.
 CZ1973'MARKED BY A STANDARD BRONZE DISK.
 CZ1973
 CZ1973                          STATION RECOVERY (1956)
 CZ1973
 CZ1973'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1973'STATION RECOVERED AS DESCRIBED.
 CZ1973
 CZ1973                          STATION RECOVERY (1959)
 CZ1973
 CZ1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1973'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CZ1973'WERE RECOVERED AND FOUND IN GOOD CONDITION.  SAN XAVIER MISSION
 CZ1973'CROSS WAS USED FOR THE AZIMUTH MARK.  A NEW AND COMPLETE
 CZ1973'DESCRIPTION FOLLOWS.
 CZ1973'
 CZ1973'THE STATION IS ABOUT 11 MILES SOUTHWEST OF TUCSON AND ABOUT
 CZ1973'3 MILES WEST OF SAN XAVIER MISSION ON THE NORTHWEST END AND
 CZ1973'HIGHEST PART OF A LAVA COVERED RIDGE.
 CZ1973'
 CZ1973'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK GO SOUTH
 CZ1973'ON U.S. HIGHWAY 89 FOR 0.5 MILE TO VALENCIA ROAD.  TURN RIGHT
 CZ1973'AND GO WEST ON VALENCIA ROAD FOR 3.1 MILE TO MISSION ROAD, TURN
 CZ1973'LEFT AND GO SOUTH ON MISSION ROAD AND TWIN BUTTES ROAD FOR
 CZ1973'3.0 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING A CATTLE
 CZ1973'GUARD.  TURN RIGHT AND GO WEST TO A FORK JUST AFTER PASSING
 CZ1973'THRU A GATE IN THE RIGHT-OF-WAY FENCE, TAKE RIGHT FORK AND
 CZ1973'FOLLOW THE TRACK ROAD WEST ALONG THE SOUTH SIDE OF THE BLACK
 CZ1973'HILLS FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE
 CZ1973'PACK NORTHWEST FOR ABOUT 90 MINUTES TO THE HIGHEST PART OF THE
 CZ1973'HILL AND STATION.
 CZ1973'
 CZ1973'THE STATION MARK, STAMPED BLACK HILLS 2 1935, IS A STANDARD
 CZ1973'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1
 CZ1973'FOOT.  IT IS 16 FEET WEST OF A CAIRN.
 CZ1973'
 CZ1973'REFERENCE MARK 1, STAMPED BLACK HILLS 2 NO 1 1935, IS A STANDARD
 CZ1973'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2
 CZ1973'INCHES.  IT IS 43 FEET SOUTH OF A CAIRN AND 21 FEET BELOW
 CZ1973'STATION ELEVATION.
 CZ1973'
 CZ1973'REFERENCE MARK 2, STAMPED BLACK HILLS 2 NO 2 1935, IS A STANDARD
 CZ1973'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 8 INCHES.
 CZ1973'IT IS 21 FEET NORTHEAST OF A CARIN AND 18 INCHES BELOW STATION
 CZ1973'ELEVATION.
 CZ1973'
 CZ1973'INTERSECTION STATION SAN XAVIER MISSION CROSS WAS USED FOR
 CZ1973'THE AZIMUTH MARK SEE DESCRIPTION THEREOF.
 CZ1973
 CZ1973                          STATION RECOVERY (1962)
 CZ1973
 CZ1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CZ1973'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ1973'IN GOOD CONDITION.  THE GENERAL LAND OFFICE SECTION MARK,
 CZ1973'20, 21, 28, 29, T 15 S, R 13 E, DESCRIBED AS BEING THE AZIMUTH
 CZ1973'MARK OBSERVED UPON IN 1935 WAS FOUND TO BE IN ERROR.  UPON
 CZ1973'CHECKING THE ANGLE IT WAS DISCOVERED THAT GLO MARK T 15 S,
 CZ1973'R 13 E, S 19, S 20, S 29, S 30 WAS THE ONE OBSERVED UPON IN
 CZ1973'1935.
 CZ1973'
 CZ1973'THE STATION IS ABOUT 11-1/4 MILES SOUTH-SOUTHWEST OF THE
 CZ1973'CENTER OF TUCSON, 8 MILES SOUTHEAST OF RYAN FIELD, 6 MILES SOUTH
 CZ1973'OF STATE HIGHWAY 86, 3-1/2 MILES SOUTHWEST OF SAN XAVIER DEL
 CZ1973'BAC MISSION, 2 MILES WEST OF THE TWIN BUTTES ROAD, IN THE
 CZ1973'NW 1/4 OF SEC. 31, T 15 S, R 13 E AND ON THE WEST END AND
 CZ1973'HIGHEST POINT OF A PROMINENT LAVA COVERED BLACK MOUNTAIN.
 CZ1973'
 CZ1973'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89
 CZ1973'AND STATE HIGHWAY 86 IN SOUTH TUCSON, DRIVE WEST ON STATE
 CZ1973'HIGHWAY 86 (W AJO WAY) FOR 2.05 MILES TO ITS INTERSECTION
 CZ1973'WITH MISSION ROAD.  TURN LEFT AND DRIVE SOUTH ON MISSION ROAD
 CZ1973'FOR 5.15 MILES TO A SIDE ROAD LEFT WHICH LEADS TO SAN XAVIER
 CZ1973'DEL BAC MISSION.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.1
 CZ1973'MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE WEST
 CZ1973'ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE FOR 0.5 MILE TO
 CZ1973'GLO MARK T 15 S, R 13 E, 20, 21, 28, 29 ON THE RIGHT IN
 CZ1973'THE FENCE LINE.  CONTINUE WEST ALONG THE FENCE FOR 1.0 MILE
 CZ1973'TO GLO MARK T 15 S, R 13 E, S 19, S 20, S 29, S 30 (AZIMUTH
 CZ1973'MARK) ON THE RIGHT IN THE FENCE LINE.  CONTINUE WEST FOR 0.55
 CZ1973'MILE TO THE END OF THE EAST-WEST FENCE AND A TRACK ROAD
 CZ1973'LEFT.  TURN LEFT AND DRIVE SOUTHWESTERLY ON THE TRACK ROAD
 CZ1973'FOR 1.0 MILE TO A DRY RESERVOIR AND THE END OF TRUCK
 CZ1973'TRAVEL.  PACK EAST UP THE GRADUAL AND THEN STEEP SLOPE FOR
 CZ1973'ABOUT 1 HOUR TO THE STATION.
 CZ1973'
 CZ1973'THE STATION MARK, A STANDARD DISK STAMPED BLACK HILL NO--2
 CZ1973'1935, IS CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING
 CZ1973'ABOUT 12 INCHES.  IT IS 10 FEET WEST OF A CAIRN WHICH PROJECTS
 CZ1973'ABOUT 3 FEET AND BENEATH A TRIANGULAR METAL FRAME TARGET WHICH
 CZ1973'PROJECTS 10 FEET.
 CZ1973'
 CZ1973'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK HILL NO--2
 CZ1973'NO 1 1935, IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 CZ1973'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 10
 CZ1973'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 CZ1973'
 CZ1973'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK HILL NO--2 NO 2
 CZ1973'1935, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CZ1973'ABOUT 12 INCHES.  IT IS SITUATED UPON THE CREST OF THE MOUNTAIN,
 CZ1973'ABOUT 12 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 CZ1973'
 CZ1973'THE AZIMUTH MARK, A STANDARD GENERAL LAND OFFICE SECTION MARK
 CZ1973'STAMPED, T 15 S, R 13 E, S 19, S 20, S 29, S 30, P 1 R 5 (1915,)
 CZ1973'IS A BRONZE CAP RIVETED TO THE TOP OF AN IRON PIPE WHICH
 CZ1973'IS 3 INCHES IN DIAMETER AND PROJECTS 14 INCHES ABOVE THE
 CZ1973'SURFACE OF THE GROUND.  IT IS 25.5 FEET EAST OF A GUYED
 CZ1973'POWERLINE POLE WHICH IS THE INTERSECTION POLE OF AN EAST-WEST
 CZ1973'AND NORTH-SOUTH POWERLINE, 21.8 FEET NORTH OF THE CENTER OF A
 CZ1973'TRACK ROAD AND BENEATH AN EAST-WEST SECTION FENCE.
 CZ1973'
 CZ1973'SLOPE MEASUREMENTS WERE MADE TO THE REFERENCE MARKS AND THE
 CZ1973'DISTANCE REDUCED TO HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0877 ***********************************************************************
 DW0877  DESIGNATION -  BLACK MESA
 DW0877  PID         -  DW0877
 DW0877  STATE/COUNTY-  AZ/LA PAZ
 DW0877  USGS QUAD   -  CRYSTAL HILL (1990)
 DW0877
 DW0877                         *CURRENT SURVEY CONTROL
 DW0877  ___________________________________________________________________
 DW0877* NAD 83(1992)-  33 35 56.05555(N)    114 01 18.72714(W)     ADJUSTED  
 DW0877* NAVD 88     -      1110.0    (meters)    3642.     (feet)  VERTCON   
 DW0877  ___________________________________________________________________
 DW0877  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DW0877  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DW0877  HORZ ORDER  -  SECOND
 DW0877
 DW0877.The horizontal coordinates were established by classical geodetic methods
 DW0877.and adjusted by the National Geodetic Survey in August 1993.
 DW0877
 DW0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0877
 DW0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0877
 DW0877.The geoid height was determined by GEOID03.
 DW0877
 DW0877;                    North         East     Units Scale Factor Converg.
 DW0877;SPC AZ W     -   288,211.993   188,127.686   MT  0.99994118   -0 09 01.6
 DW0877;SPC AZ W     -   945,577.40    617,216.82   iFT  0.99994118   -0 09 01.6
 DW0877;UTM  11      - 3,721,661.405   776,358.450   MT  1.00054168   +1 38 56.7
 DW0877;UTM  12      - 3,721,779.154   219,581.449   MT  1.00056955   -1 40 24.0
 DW0877
 DW0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0877!SPC AZ W     -   0.99983068  x   0.99994118  =   0.99977187
 DW0877!UTM  11      -   0.99983068  x   1.00054168  =   1.00037227
 DW0877!UTM  12      -   0.99983068  x   1.00056955  =   1.00040013
 DW0877
 DW0877|---------------------------------------------------------------------|
 DW0877| PID    Reference Object                     Distance      Geod. Az  |
 DW0877|                                                           dddmmss.s |
 DW0877| CE9801 BLACK MESA RM 1                       6.728 METERS 02434     |
 DW0877| CE9802 BLACK MESA RM 2                       6.635 METERS 22201     |
 DW0877| DW0878 BLACK MESA CAIRN                      9.500 METERS 26817     |
 DW0877| CE9800 BLACK MESA AZ MK                                   3271521.5 |
 DW0877|---------------------------------------------------------------------|
 DW0877
 DW0877                          SUPERSEDED SURVEY CONTROL
 DW0877
 DW0877  NAD 83(1986)-  33 35 56.05196(N)    114 01 18.73622(W) AD(       ) 2
 DW0877  NAD 27      -  33 35 55.95000(N)    114 01 15.95600(W) AD(       ) 2
 DW0877  NGVD 29 (07/19/86) 1109.3    (m)         3639.     (f) VERT ANG    3  
 DW0877
 DW0877.Superseded values are not recommended for survey control.
 DW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0877.See file dsdata.txt to determine how the superseded data were derived.
 DW0877
 DW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7635821661(NAD 83)
 DW0877_MARKER: DS = TRIANGULATION STATION DISK
 DW0877_SETTING: 80 = SET IN A BOULDER
 DW0877_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DW0877
 DW0877  HISTORY     - Date     Condition        Report By
 DW0877  HISTORY     - 1949     MONUMENTED       CGS
 DW0877
 DW0877                          STATION DESCRIPTION
 DW0877
 DW0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0877'STATION IS LOCATED ON THE NORTH HALF OF WHAT IS LOCALLY KNOWN
 DW0877'AS BLACK MESA, THE MESA BEING DIVIDED BY A DEEP CANYON.  ABOUT
 DW0877'13 MILES AIR LINE SOUTH SOUTHEAST OF QUARTZSITE.  9 PACES EAST
 DW0877'OF A LARGE CAIRN.  PROJECTS 8 INCHES.  AND STAMPED, BLACK
 DW0877'MESA 1949.
 DW0877'
 DW0877'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES HIGHER THAN STATION,
 DW0877'PROJECTS 12 INCHES, AND STAMPED, BLACK MESA NO 1 1949.
 DW0877'
 DW0877'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 DW0877'PROJECTS 12 INCHES, AND STAMPED, BLACK MESA NO 2 1949.
 DW0877'
 DW0877'AZIMUTH MARK IS LOCATED ON NEXT HIGH POINT NORTH OF THE STATION,
 DW0877'30 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF, PROJECTS 18
 DW0877'INCHES, AND STAMPED, BLACK MESA 1949.
 DW0877'
 DW0877'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH
 DW0877'STATE HIGHWAY 95, (ABOUT 0.8 MILE EAST OF QUARTZSITE) GO EAST
 DW0877'ON U.S. HIGHWAY 60 AND 70 FOR 8.3 MILES TO A DIRT ROAD SOUTH
 DW0877'AND SIGN, GOLD NUGGET MINES.  TURN RIGHT, SOUTH, AND GO 1.05
 DW0877'MILE TO A FORK AND SIGN, AUTO CLUB OF SO. CALIF.  TAKE RIGHT FORK
 DW0877'AND GO 1.05 MILE TO FORK.  TAKE LEFT FORK, MAIN TRAVELED ROAD,
 DW0877'AND GO 0.6 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.8 MILE
 DW0877'TO A REVERSE Y.  KEEP STRAIGHT AHEAD FOR 0.9 MILE TO FORK AT
 DW0877'OLD BUILDING.  TAKE LEFT FORK AND CONTINUE ON MAIN ROAD FOR
 DW0877'3.8 MILES TO END OF ROAD AND END OF TRUCK TRAVEL AT A MINE.
 DW0877'PACK SOUTH UP STEEP SLOPE TO SUMMIT.  TURN LEFT AND PACK
 DW0877'EASTERLY TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 DW0877'A 1-HOUR PACK.
 DW0877'
 DW0877'TO REACH AZIMUTH MARK FROM STATION, PACK NORTHERLY ACROSS
 DW0877'SADDLE, THENCE NORTHWESTERLY TO HIGHEST POINT AND AZIMUTH
 DW0877'MARK NEAR SMALL CAIRN AS DESCRIBED ABOVE.  IT IS A 15-MINUTE
 DW0877'PACK FROM STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2269 ***********************************************************************
 DU2269  DESIGNATION -  BLACK MESA
 DU2269  PID         -  DU2269
 DU2269  STATE/COUNTY-  AZ/MARICOPA
 DU2269  USGS QUAD   -  NEW RIVER MESA (1978)
 DU2269
 DU2269                         *CURRENT SURVEY CONTROL
 DU2269  ___________________________________________________________________
 DU2269* NAD 83(1992)-  33 55 26.96352(N)    111 58 45.85119(W)     ADJUSTED  
 DU2269* NAVD 88     -      1432.3    (meters)    4699.     (feet)  VERTCON   
 DU2269  ___________________________________________________________________
 DU2269  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DU2269  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DU2269  HORZ ORDER  -  THIRD
 DU2269
 DU2269.The horizontal coordinates were established by classical geodetic methods
 DU2269.and adjusted by the National Geodetic Survey in August 1993.
 DU2269
 DU2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2269
 DU2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2269
 DU2269.The geoid height was determined by GEOID03.
 DU2269
 DU2269;                    North         East     Units Scale Factor Converg.
 DU2269;SPC AZ C     -   324,243.777   207,559.541   MT  0.99990041   -0 02 06.0
 DU2269;SPC AZ C     - 1,063,791.92    680,969.62   iFT  0.99990041   -0 02 06.0
 DU2269;UTM  12      - 3,754,178.497   409,472.266   MT  0.99970103   -0 32 47.9
 DU2269
 DU2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2269!SPC AZ C     -   0.99977964  x   0.99990041  =   0.99968007
 DU2269!UTM  12      -   0.99977964  x   0.99970103  =   0.99948073
 DU2269
 DU2269                          SUPERSEDED SURVEY CONTROL
 DU2269
 DU2269  NAD 83(1986)-  33 55 26.95865(N)    111 58 45.86290(W) AD(       ) 3
 DU2269  NGVD 29 (04/26/91) 1431.6    (m)         4697.     (f) VERT ANG    3  
 DU2269
 DU2269.Superseded values are not recommended for survey control.
 DU2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2269.See file dsdata.txt to determine how the superseded data were derived.
 DU2269
 DU2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0947254178(NAD 83)
 DU2269_MARKER: DD = SURVEY DISK
 DU2269_SETTING: 80 = SET IN A BOULDER
 DU2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2269+STABILITY: SURFACE MOTION
 DU2269
 DU2269  HISTORY     - Date     Condition        Report By
 DU2269  HISTORY     - 1900     MONUMENTED       USGS
 DU2269  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 DU2269
 DU2269                          STATION DESCRIPTION
 DU2269
 DU2269'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2269'LOCATED ABOUT 4 MI NW. OF PHOENIX MINE ON CURE CREEK.  ABOUT 200
 DU2269'FT NW. OF HIGHEST POINT, ON ROUNDED BUTTE AT SOUTHERN EXTREMITY
 DU2269'OF WHAT IS LOCALLY KNOWN AS BLACK MESA.  THERE IS LARGE CEDAR
 DU2269'TREE NEAR NORTH SIDE OF STATION.
 DU2269'
 DU2269'TO REACH NOT GIVEN.
 DU2269'
 DU2269'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN LARGE
 DU2269'ROCK UNDER PILE OF STONES 4 FT HIGH.
 DU2269'
 DU2269'RMS--NONE SET.
 DU2269
 DU2269                          STATION RECOVERY (2006)
 DU2269
 DU2269'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2269'THERE IS NO FOUR-FOOT CAIRN AT THE DESCRIBED LOCATION, BUT THERE IS AN
 DU2269'ASSORTMENT OF 30-40 LB. STONES LYING ABOUT. ALSO THERE IS THE RECENTLY
 DU2269'BURNED-OUT REMNANT OF A RATHER LARGE, OLD JUNIPER NEARBY. SEVERAL
 DU2269'LIKELY-LOOKING LOCATIONS WERE EXCAVATED, BUT THE MARK WAS NOT
 DU2269'REVEALED. ALTHOUGH THERE IS A GOOD CHANCE THE MARK STILL LIES BURIED
 DU2269'THERE, A METAL DETECTOR WILL ALMOST CERTAINLY BE REQUIRED FOR THE
 DU2269'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0878 ***********************************************************************
 DW0878  DESIGNATION -  BLACK MESA CAIRN
 DW0878  PID         -  DW0878
 DW0878  STATE/COUNTY-  AZ/LA PAZ
 DW0878  USGS QUAD   -  CRYSTAL HILL (1990)
 DW0878
 DW0878                         *CURRENT SURVEY CONTROL
 DW0878  ___________________________________________________________________
 DW0878* NAD 83(1992)-  33 35 56.04630(N)    114 01 19.09544(W)     ADJUSTED  
 DW0878* NAVD 88     -      1110.     (meters)    3642.     (feet)  SCALED    
 DW0878  ___________________________________________________________________
 DW0878  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DW0878  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DW0878  HORZ ORDER  -  THIRD
 DW0878
 DW0878.The horizontal coordinates were established by classical geodetic methods
 DW0878.and adjusted by the National Geodetic Survey in August 1993.
 DW0878
 DW0878.The orthometric height was scaled from a topographic map.
 DW0878
 DW0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0878
 DW0878.The geoid height was determined by GEOID03.
 DW0878
 DW0878;                    North         East     Units Scale Factor Converg.
 DW0878;SPC AZ W     -   288,211.733   188,118.190   MT  0.99994119   -0 09 01.8
 DW0878;SPC AZ W     -   945,576.55    617,185.66   iFT  0.99994119   -0 09 01.8
 DW0878;UTM  11      - 3,721,660.847   776,348.961   MT  1.00054161   +1 38 56.4
 DW0878;UTM  12      - 3,721,779.146   219,571.943   MT  1.00056962   -1 40 24.2
 DW0878
 DW0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0878!SPC AZ W     -   0.99983072  x   0.99994119  =   0.99977192
 DW0878!UTM  11      -   0.99983072  x   1.00054161  =   1.00037224
 DW0878!UTM  12      -   0.99983072  x   1.00056962  =   1.00040025
 DW0878
 DW0878                          SUPERSEDED SURVEY CONTROL
 DW0878
 DW0878  NAD 83(1986)-  33 35 56.04271(N)    114 01 19.10452(W) AD(       ) 4
 DW0878  NAD 27      -  33 35 55.94100(N)    114 01 16.32400(W) AD(       ) 3
 DW0878
 DW0878.Superseded values are not recommended for survey control.
 DW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0878.See file dsdata.txt to determine how the superseded data were derived.
 DW0878
 DW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7634921661(NAD 83)
 DW0878_MARKER: 72 = CAIRN
 DW0878
 DW0878  HISTORY     - Date     Condition        Report By
 DW0878  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0878
 DW0878                          STATION DESCRIPTION
 DW0878
 DW0878'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1901 ***********************************************************************
 CZ1901  DESIGNATION -  BLACK MOUNTAIN
 CZ1901  PID         -  CZ1901
 CZ1901  STATE/COUNTY-  AZ/PINAL
 CZ1901  USGS QUAD   -  BLACK MOUNTAIN (1972)
 CZ1901
 CZ1901                         *CURRENT SURVEY CONTROL
 CZ1901  ___________________________________________________________________
 CZ1901* NAD 83(1992)-  32 46 44.06347(N)    110 57 48.12718(W)     ADJUSTED  
 CZ1901* NAVD 88     -      1705.5    (meters)    5595.     (feet)  VERTCON   
 CZ1901  ___________________________________________________________________
 CZ1901  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CZ1901  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CZ1901  HORZ ORDER  -  FIRST
 CZ1901
 CZ1901.The horizontal coordinates were established by classical geodetic methods
 CZ1901.and adjusted by the National Geodetic Survey in August 1993.
 CZ1901
 CZ1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1901
 CZ1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1901
 CZ1901.The geoid height was determined by GEOID03.
 CZ1901
 CZ1901;                    North         East     Units Scale Factor Converg.
 CZ1901;SPC AZ C     -   197,636.415   302,663.084   MT  0.99999831   +0 30 58.1
 CZ1901;SPC AZ C     -   648,413.44    992,989.12   iFT  0.99999831   +0 30 58.1
 CZ1901;UTM  12      - 3,626,777.527   503,430.456   MT  0.99960015   +0 01 11.4
 CZ1901
 CZ1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1901!SPC AZ C     -   0.99973674  x   0.99999831  =   0.99973505
 CZ1901!UTM  12      -   0.99973674  x   0.99960015  =   0.99933699
 CZ1901
 CZ1901|---------------------------------------------------------------------|
 CZ1901| PID    Reference Object                     Distance      Geod. Az  |
 CZ1901|                                                           dddmmss.s |
 CZ1901| CC6106 BLACK MOUNTAIN RM 1                   7.425 METERS 00218     |
 CZ1901| CC6105 BLACK MOUNTAIN AZ MK                               0553824.4 |
 CZ1901| CZ1923 TORTILLA                            APPROX.23.0 KM 1992903.8 |
 CZ1901| CZ1995 GRANITE PEAK                        APPROX.61.4 KM 2334100.8 |
 CZ1901| CC6107 BLACK MOUNTAIN RM 2                  11.587 METERS 24347     |
 CZ1901| CZ1943 PICACHO PEAK                        APPROX.44.0 KM 2485153.2 |
 CZ1901| CZ1941 PICACHO MOUNTAIN                    APPROX.41.5 KM 2605151.9 |
 CZ1901| CZ1902 BLACK MOUNTAIN CAIRN                  5.500 METERS 34919     |
 CZ1901|---------------------------------------------------------------------|
 CZ1901
 CZ1901                          SUPERSEDED SURVEY CONTROL
 CZ1901
 CZ1901  NAD 83(1986)-  32 46 44.05858(N)    110 57 48.12496(W) AD(       ) 1
 CZ1901  NAD 27      -  32 46 43.80650(N)    110 57 45.73730(W) AD(       ) 1
 CZ1901  NGVD 29 (07/19/86) 1704.8    (m)         5593.     (f) VERT ANG    3  
 CZ1901
 CZ1901.Superseded values are not recommended for survey control.
 CZ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1901.See file dsdata.txt to determine how the superseded data were derived.
 CZ1901
 CZ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0343026778(NAD 83)
 CZ1901
 CZ1901  HISTORY     - Date     Condition        Report By
 CZ1901  HISTORY     - 1919     MONUMENTED       CGS
 CZ1901  HISTORY     - 1936     GOOD             CGS
 CZ1901  HISTORY     - 1948     GOOD             CGS
 CZ1901  HISTORY     - 1962     GOOD             CGS
 CZ1901  HISTORY     - 1972     GOOD             AZHD
 CZ1901
 CZ1901                          STATION DESCRIPTION
 CZ1901
 CZ1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CZ1901'LOCATED ON THE SOUTHERN EDGE OF THE HIGHEST PEAK, THE MOST
 CZ1901'EASTERLY OF THE TWO HIGH PEAKS OF WHAT IS LOCALLY KNOWN
 CZ1901'AS THE BLACK MOUNTAINS.  THE STATION IS ABOUT 25 MILES AIR
 CZ1901'LINE, ALMOST DUE NORTH OF TUCSON, AND IS BEST REACHED BY
 CZ1901'TAKING THE FLORENCE ROAD FROM TUCSON FOR 41 MILES TO A POINT
 CZ1901'4 MILES PAST A WHITE SCHOOLHOUSE, AND THEN TURNING EAST UP
 CZ1901'A DIM RANCH ROAD WHICH IS 0.5 MILE SOUTH OF ROAD SIGN FLORENCE
 CZ1901'25 MILES--PHOENIX 93 MILES.  SEVERAL MILES UP THIS ROAD THERE
 CZ1901'IS A CROSS ROAD.  HERE TAKE THE RIGHT-HAND ROAD WHICH LEADS
 CZ1901'TO PLUMMERS RANCH AT THE FOOT OF THE BLACK MOUNTAINS ON THE
 CZ1901'WEST SIDE.  FROM THE RANCH HOUSE A TRAIL LEADS TO A
 CZ1901'WINDMILL AND WELL AT THE FOOT OF THE PEAK.  WHEN THIS
 CZ1901'STATION WAS RECOVERED IN 1936 THE STATION MARK WAS
 CZ1901'FOUND TO BE STAMPED MT.  CATHERIN 1919 AND THE REFERENCE MARK
 CZ1901'WAS NOT STAMPED, BUT BLACK 1919 WAS ETCHED IN THE CONCRETE
 CZ1901'AROUND THE MARK.  STATION IS MARKED BY A STANDARD BRONZE
 CZ1901'DISK SET IN CONCRETE.  THE REFERENCE
 CZ1901'MARK, A STANDARD BRONZE REFERENCE DISK, IS 7.425
 CZ1901'METERS (24.36 FEET) FROM STATION.
 CZ1901'BLACK MOUNTAIN (U.S.G.S.), A LARGE CAIRN 4 FEET
 CZ1901'HIGH AND 6 FEET IN DIAMETER, ON THE SUMMIT OF THE PEAK, IS
 CZ1901'5.5 METERS (18 FEET) FROM STATION.
 CZ1901
 CZ1901                          STATION RECOVERY (1948)
 CZ1901
 CZ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1901'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION
 CZ1901'AS DESCRIBED.  THE ORIGINAL STAMPING ON THE STATION MARK
 CZ1901'WAS MT. CATHERINE 1919, BUT WAS CHANGED TO BLACK MTN 1919.
 CZ1901'THE REFERENCE MARK ORIGINALLY NOT STAMPED, IS NOW STAMPED
 CZ1901'BLACK MTN NO 1 1919.  ANOTHER REFERENCE MARK AND A AZIMUTH
 CZ1901'MARK WERE ESTABLISHED.  THE U.S.G.S. CAIRN HAS BEEN TORN
 CZ1901'DOWN.
 CZ1901'
 CZ1901'THE STATION IS LOCATED ABOUT 25 MILES AIR LINE NORTH OF TUCSON,
 CZ1901'ABOUT 11 MILES AIR LINE NORTHWEST OF ORACLE, ON THE SOUTHERN
 CZ1901'EDGE OF THE HIGHEST PEAK, THE MOST EASTERLY OF TWO HIGH PEAKS,
 CZ1901'WHICH ARE LOCALLY KNOWN AS BLACK MOUNTAIN, 7 FEET SOUTHWEST
 CZ1901'OF A BOULDER OUTCROP, PROJECTS 6 INCHES AND IS STAMPED BLACK
 CZ1901'MTN 1919.
 CZ1901'
 CZ1901'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1901'THE STATION, 7 FEET NORTHEAST OF THE HIGHEST POINT, ON THE
 CZ1901'NORTH SLOPE, A BRONZE DISK FLUSH
 CZ1901'AND IS STAMPED BLACK MTN NO 1 1919.
 CZ1901'
 CZ1901'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN THE
 CZ1901'STATION, ON THE WEST SLOPE, A BRONZE DISK
 CZ1901'PROJECTS 3 INCHES AND IS STAMPED BLACK MTN NO 2 1947.
 CZ1901'
 CZ1901'THE AZIMUTH MARK IS LOCATED AT THE END OF TRUCK TRAVEL FOR A
 CZ1901'4 WHEEL DRIVE VEHICLE, 13 PACES NORTHEAST OF THE HIGHEST
 CZ1901'POINT OF KNOLL, A BRONZE DISK PROJECTS
 CZ1901'4 FEET, 4 FEET NORTH OF A 4X4 WHITE WITNESS POST AND IS STAMPED
 CZ1901'BLACK MTN 1947.
 CZ1901'
 CZ1901'TO REACH FROM THE JUNCTION OF STATE ROUTE 77 AND U.S. HIGHWAY
 CZ1901'80 AT ORACLE JUNCTION--GO EAST TOWARD ORACLE FOR 4.85 MILES
 CZ1901'TO A GRADED ROAD LEFT.  TURN LEFT (N) ALONG GRADED ROAD FOR
 CZ1901'9.3 MILES TO A Y AND SIGN R-C RANCH 5 MILES R.M.A.  TAKE
 CZ1901'LEFT FORK AND FOLLOW TRACK ROAD FOR 2.3 MILES TO A Y.  TAKE THE
 CZ1901'LEFT FORK STRAIGHT AHEAD MAIN TRAVELED ROAD TOWARD R-C RANCH
 CZ1901'FOR 1.7 MILES TO A Y.  TAKE THE RIGHT FORK STRAIGHT AHEAD
 CZ1901'AND GO 0.2 MILE TO GATE.  PASS THROUGH AND CONTINUE FOR 0.8
 CZ1901'MILE TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD PASSING THROUGH
 CZ1901'2 MORE GATES FOR 1.8 MILES TO A ROUND WHITE SIGN AND Y.
 CZ1901'TAKE LEFT FORK, PASSING RANCH QUARTERS AND GO 0.85 MILE TO
 CZ1901'DIM TRACKS TO LEFT.  TAKE THE DIM TRACKS UP STEEP SLOPE
 CZ1901'LEAVING MAIN TRAVELED ROAD AND FOLLOW TRACKS NORTHWESTERLY
 CZ1901'CROSS COUNTRY FOR 0.2 MILE TO THE TOP OF A STEEP HILL
 CZ1901'AND THE END OF TRUCK TRAVEL, ALSO THE AZIMUTH MARK AS
 CZ1901'DESCRIBED ABOVE.  THE END OF TRUCK TRAVEL FOR A 2 WHL. DRIVE
 CZ1901'VEHICLE IS APPROXIMATELY 0.1 MILE BEFORE AZIMUTH.  FROM THIS POINT
 CZ1901'THE STATION CAN BE SEEN TO THE SOUTHWEST A SHARP PEAK ON
 CZ1901'THE SECOND RANGE.  PACK WEST TO THE SECOND FENCE LINE.  TURN
 CZ1901'LEFT (S) AND FOLLOW FENCE LINE TO A EAST-WEST FENCE LINE.
 CZ1901'CROSS AND CONTINUE TO FOLLOW THE FENCE LINE SOUTH TO TOP OF
 CZ1901'RIDGE.  HERE THE FENCE SWINGS WEST ALONG ANOTHER RIDGE.
 CZ1901'FOLLOW FENCE LINE ALONG RIDGE TO WEST TO TOP OF PEAK
 CZ1901'DIRECTLY IN FRONT AND THE STATION AS DESCRIBED ABOVE.
 CZ1901'A 1 HOUR AND 20 MINUTE PACK.
 CZ1901'
 CZ1901'OBSERVATIONS MADE FROM A 1.11METER TRIPOD.
 CZ1901
 CZ1901                          STATION RECOVERY (1962)
 CZ1901
 CZ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WHK)
 CZ1901'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 CZ1901'MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CZ1901'A NEW DESCRIPTION FOLLOWS--
 CZ1901'
 CZ1901'THE STATION IS 38 MILES NORTH OF TUCSON, 16 MILES NORTHWEST
 CZ1901'OF ORACLE, 15 MILES NORTH OF ORACLE JUNCTION, IN THE SE 1/4
 CZ1901'OF SEC. 36, T 7 S, R 13 E, ON THE HIGHEST PEAK OF BLACK
 CZ1901'MOUNTAIN.  A SECOND HIGH PEAK, ABOUT 250 FEET LOWER IN ELEVATION,
 CZ1901'LIES 1/2 MILE WEST OF THE STATION PEAK.
 CZ1901'
 CZ1901'TO REACH THE STATION FROM ORACLE JUNCTION, ABOUT 23 MILES
 CZ1901'NORTH OF TUCSON, DRIVE NORTHEAST ON STATE HIGHWAY 77 FOR 4.9
 CZ1901'MILES TO A BLADED SIDE ROAD WITH A CATTLE GUARD ON THE LEFT.
 CZ1901'TURN LEFT, CROSS THE CATTLE GUARD AND DRIVE NORTH ON THE
 CZ1901'BLADED ROAD FOR 9.5 MILES TO A CROSS ROAD.  A LARGE PINK
 CZ1901'STUCCO RANCH HOUSE IS SITUATED 0.3 MILE EAST OF THIS POINT.
 CZ1901'CONTINUE STRAIGHT AHEAD NORTH ON THE BLADED ROAD FOR 1.15
 CZ1901'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH
 CZ1901'ON THE BLADED ROAD FOR 1.25 MILES TO A Y-FORK AND SIGN, NO
 CZ1901'SHOOTING HOUSE NEAR.  KEEP THE LEFT FORK AND CONTINUE THE
 CZ1901'BLADED ROAD NORTH FOR 2.0 MILES TO AN ALUMINUM GATE.  PASS
 CZ1901'THROUGH THE GATE AND CONTINUE NORTH ON THE BLADED ROAD FOR
 CZ1901'0.55 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE
 CZ1901'NORTH FOR 0.6 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CZ1901'CONTINUE THE BLADED ROAD NORTH FOR 1.05 MILES TO A TRACK
 CZ1901'ROAD ON THE LEFT, ABOUT 100 FEET SOUTH OF A GATE*.
 CZ1901'CONTINUE STRAIGHT AHEAD NORTH, PASSING THROUGH THE GATE,
 CZ1901'FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND DRIVE WEST ON THE
 CZ1901'BLADED ROAD FOR 0.7 MILE TO A RANCH HOUSE.  PASS AROUND
 CZ1901'THE SOUTHWEST CORNER OF THE RANCH HOUSE AND DRIVE
 CZ1901'NORTHWEST ON A TRACK ROAD FOR 0.25 MILE, THENCE TURN
 CZ1901'LEFT AND DRIVE WEST ALONG CREST OF LOW RIDGE FOR 0.1
 CZ1901'MILE TO THE AZIMUTH MARK AND THE END OF TRUCK TRAVEL.
 CZ1901'PACK WEST FOR 0.15 MILE TO THE SUMMIT OF A NORTH-SOUTH RIDGE.
 CZ1901'TURN LEFT, CROSS A FENCE AND PACK SOUTH ALONG THE CREST
 CZ1901'OF THE RIDGE FOR ABOUT 3/4 MILE TO ITS JUNCTION WITH AN
 CZ1901'EAST-WEST RIDGE.  TURN RIGHT AND PACK WEST ALONG THE
 CZ1901'CREST OF THE EAST-WEST RIDGE FOR ABOUT 3/4 MILE TO THE SUMMIT
 CZ1901'OF THE HIGHEST PEAK IN THE MOUNTAIN RANGE AND THE STATION.
 CZ1901'A PACK OF 1-1/2 HOURS.
 CZ1901'
 CZ1901'*TO REACH THE STATION BY A SHORTER ROUTE, BUT BY-PASSING
 CZ1901'THE AZIMUTH MARK, TURN LEFT AND DRIVE WEST ON THE TRACK ROAD
 CZ1901'FOR 0.55 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE
 CZ1901'WEST FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CZ1901'DRIVE WEST ON THE TRACK ROAD FOR 0.75 MILE TO THE END OF THE
 CZ1901'ROAD AT OLD CONCRETE FOUNDATIONS IN THE BOTTOM OF A WASH AND
 CZ1901'THE END OF TRUCK TRAVEL.  PACK WEST UP THE STEEP SLOPE TO THE
 CZ1901'SUMMIT OF A NORTH-SOUTH RIDGE.  TURN RIGHT AND PACK NORTH
 CZ1901'FOR ABOUT 300 YARDS TO THE INTERSECTION OF NORTH-SOUTH AND
 CZ1901'EAST-WEST RIDGES.  TURN LEFT AND PACK WEST FOR ABOUT 3/4
 CZ1901'MILE TO THE HIGHEST PEAK IN THE MOUNTAIN RANGE AND THE
 CZ1901'STATION.  A PACK OF 1 HOUR.
 CZ1901'
 CZ1901'THE STATION MARK, A STANDARD DISK STAMPED BLACK MTN 1919,
 CZ1901'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 CZ1901'12 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ1901'SITUATED ON THE SOUTH SLOPE OF THE PEAK, 10 FEET SOUTH OF THE
 CZ1901'HIGHEST POINT AND ABOUT 3 FEET LOWER IN ELEVATION.
 CZ1901'
 CZ1901'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK MTN NO 1 1919,
 CZ1901'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 3
 CZ1901'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SITUATED ON
 CZ1901'THE NORTH SIDE OF THE PEAK, 4 FEET NORTHEAST OF THE HIGHEST
 CZ1901'POINT AND ABOUT 3 FEET LOWER IN ELEVATION.
 CZ1901'
 CZ1901'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK MTN NO 2
 CZ1901'1947, IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 CZ1901'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SITUATED
 CZ1901'ON THE SOUTHWEST SLOPE OF THE PEAK, ABOUT 9 FEET LOWER IN
 CZ1901'ELEVATION THAN THE HIGHEST POINT AND 6 FEET LOWER IN ELEVATION
 CZ1901'THAN THE STATION MARK.
 CZ1901'
 CZ1901'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK MTN 1947,
 CZ1901'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 CZ1901'IS ABOUT 6 FEET SQUARE AND PROJECTS 3 FEET ABOVE THE SURFACE
 CZ1901'OF THE GROUND.  IT IS ABOUT 0.3 MILE NORTHWEST OF THE RANCH
 CZ1901'HOUSE, 0.15 MILE SOUTHEAST OF A HIGH PROMINENT ROCK POINT ON
 CZ1901'THE CREST OF THE NORTH-SOUTH RIDGE, 100 YARDS NORTHEAST OF
 CZ1901'A NORTHWEST-SOUTHEAST FENCE, 75 YARDS NORTHWEST OF A LARGE
 CZ1901'BOULDER PROJECTING 15 FEET ABOVE THE SURFACE OF THE GROUND
 CZ1901'AND 3 FEET NORTH OF A PARTIALLY BURNED WOODEN WITNESS POST.
 CZ1901'
 CZ1901'SLOPE MEASUREMENTS WERE MADE TO REFERENCE MARKS 1 AND 2
 CZ1901'AND THE DISTANCES REDUCED TO HORIZONTAL.
 CZ1901
 CZ1901                          STATION RECOVERY (1972)
 CZ1901
 CZ1901'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (DHS)
 CZ1901'GENERAL LOCATION RECOVERED AS DESCRIBED
 CZ1901'
 CZ1901'STATION MARK GOOD.
 CZ1901'
 CZ1901'REFERENCE MARKS R.M. 1 AND R.M. 2 GOOD.
 CZ1901'
 CZ1901'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1902 ***********************************************************************
 CZ1902  DESIGNATION -  BLACK MOUNTAIN CAIRN
 CZ1902  PID         -  CZ1902
 CZ1902  STATE/COUNTY-  AZ/PINAL
 CZ1902  USGS QUAD   -  BLACK MOUNTAIN (1972)
 CZ1902
 CZ1902                         *CURRENT SURVEY CONTROL
 CZ1902  ___________________________________________________________________
 CZ1902* NAD 83(1992)-  32 46 44.23892(N)    110 57 48.16633(W)     ADJUSTED  
 CZ1902* NAVD 88     -      1706.     (meters)    5597.     (feet)  SCALED    
 CZ1902  ___________________________________________________________________
 CZ1902  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CZ1902  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CZ1902  HORZ ORDER  -  SECOND
 CZ1902
 CZ1902.The horizontal coordinates were established by classical geodetic methods
 CZ1902.and adjusted by the National Geodetic Survey in August 1993.
 CZ1902
 CZ1902.The orthometric height was scaled from a topographic map.
 CZ1902
 CZ1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1902
 CZ1902.The geoid height was determined by GEOID03.
 CZ1902
 CZ1902;                    North         East     Units Scale Factor Converg.
 CZ1902;SPC AZ C     -   197,641.811   302,662.017   MT  0.99999830   +0 30 58.1
 CZ1902;SPC AZ C     -   648,431.14    992,985.62   iFT  0.99999830   +0 30 58.1
 CZ1902;UTM  12      - 3,626,782.930   503,429.436   MT  0.99960015   +0 01 11.4
 CZ1902
 CZ1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1902!SPC AZ C     -   0.99973671  x   0.99999830  =   0.99973501
 CZ1902!UTM  12      -   0.99973671  x   0.99960015  =   0.99933696
 CZ1902
 CZ1902                          SUPERSEDED SURVEY CONTROL
 CZ1902
 CZ1902  NAD 83(1986)-  32 46 44.23403(N)    110 57 48.16411(W) AD(       ) 2
 CZ1902  NAD 27      -  32 46 43.98200(N)    110 57 45.77640(W) AD(       ) 2
 CZ1902
 CZ1902.Superseded values are not recommended for survey control.
 CZ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1902.See file dsdata.txt to determine how the superseded data were derived.
 CZ1902
 CZ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0342926783(NAD 83)
 CZ1902_MARKER: 72 = CAIRN
 CZ1902
 CZ1902  HISTORY     - Date     Condition        Report By
 CZ1902  HISTORY     - 1920     FIRST OBSERVED   USGS
 CZ1902
 CZ1902                          STATION DESCRIPTION
 CZ1902
 CZ1902'DESCRIBED BY US GEOLOGICAL SURVEY 1920 (GDC)
 CZ1902'BLACK MOUNTAIN (U.S.G.S.), A LARGE CAIRN 4 FEET
 CZ1902'HIGH AND 6 FEET IN DIAMETER, ON THE SUMMIT OF THE PEAK, IS
 CZ1902'5.5 METERS (18 FEET) FROM STATION BLACK MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0772 ***********************************************************************
 DT0772  DESIGNATION -  BLACK MTN
 DT0772  PID         -  DT0772
 DT0772  STATE/COUNTY-  AZ/GREENLEE
 DT0772  USGS QUAD   -  BEE CANYON (1967)
 DT0772
 DT0772                         *CURRENT SURVEY CONTROL
 DT0772  ___________________________________________________________________
 DT0772* NAD 83(1992)-  33 22 05.79520(N)    109 24 16.20510(W)     ADJUSTED  
 DT0772* NAVD 88     -      2096.7    (meters)    6879.     (feet)  VERTCON   
 DT0772  ___________________________________________________________________
 DT0772  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DT0772  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 DT0772  HORZ ORDER  -  SECOND
 DT0772
 DT0772.The horizontal coordinates were established by classical geodetic methods
 DT0772.and adjusted by the National Geodetic Survey in August 1993.
 DT0772
 DT0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0772
 DT0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0772
 DT0772.The geoid height was determined by GEOID03.
 DT0772
 DT0772;                    North         East     Units Scale Factor Converg.
 DT0772;SPC AZ E     -   262,851.630   284,283.153   MT  0.99996200   +0 25 09.2
 DT0772;SPC AZ E     -   862,374.11    932,687.51   iFT  0.99996200   +0 25 09.2
 DT0772;UTM  12      - 3,693,252.185   648,430.188   MT  0.99987163   +0 52 39.8
 DT0772
 DT0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0772!SPC AZ E     -   0.99967476  x   0.99996200  =   0.99963678
 DT0772!UTM  12      -   0.99967476  x   0.99987163  =   0.99954644
 DT0772
 DT0772:                Primary Azimuth Mark                     Grid Az
 DT0772:SPC AZ E     -  ROSE PEAK LOOKOUT                        020 57 36.1
 DT0772:UTM  12      -  ROSE PEAK LOOKOUT                        020 30 05.5
 DT0772
 DT0772|---------------------------------------------------------------------|
 DT0772| PID    Reference Object                     Distance      Geod. Az  |
 DT0772|                                                           dddmmss.s |
 DT0772| DT0765 ROSE PEAK LOOKOUT                   APPROX. 8.5 KM 0212245.3 |
 DT0772| DT0766 ROSE                                APPROX. 8.4 KM 0215204.3 |
 DT0772| CD1637 BLACK MTN RM 1                        8.915 METERS 20106     |
 DT0772| CD1638 BLACK MTN RM 2                       10.354 METERS 31734     |
 DT0772|---------------------------------------------------------------------|
 DT0772
 DT0772                          SUPERSEDED SURVEY CONTROL
 DT0772
 DT0772  NAD 83(1986)-  33 22 05.79173(N)    109 24 16.20515(W) AD(       ) 2
 DT0772  NAD 27      -  33 22 05.58535(N)    109 24 13.91949(W) AD(       ) 2
 DT0772  NGVD 29 (07/19/86) 2095.8    (m)         6876.     (f) VERT ANG    3  
 DT0772
 DT0772.Superseded values are not recommended for survey control.
 DT0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0772.See file dsdata.txt to determine how the superseded data were derived.
 DT0772
 DT0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4843093252(NAD 83)
 DT0772_MARKER: DD = SURVEY DISK
 DT0772_SETTING: 66 = SET IN ROCK OUTCROP
 DT0772_SP_SET: PARTIALLY EXPOSED BEDROCK
 DT0772
 DT0772  HISTORY     - Date     Condition        Report By
 DT0772  HISTORY     - 1967     MONUMENTED       USGS
 DT0772
 DT0772                          STATION DESCRIPTION
 DT0772
 DT0772'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RBO)
 DT0772'LOCATED 20 MI. N. OF MORENCI.  ABOUT 8 MI. NNW. OF TRAIL CABIN.
 DT0772'3 MI. W. OF STATE HIGHWAY 666.  ON A WOODED TOP.
 DT0772'
 DT0772'STATION MARK--A STANDARD TABLET STAMPED BLACK MTN 1967 SET
 DT0772'IN BEDROCK.
 DT0772'
 DT0772'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 DT0772'NO 1 1967 SET IN ROCK.
 DT0772'
 DT0772'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 DT0772'NO 2 1967 SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0961 ***********************************************************************
 EU0961  DESIGNATION -  BLACK PEAK
 EU0961  PID         -  EU0961
 EU0961  STATE/COUNTY-  AZ/LA PAZ
 EU0961  USGS QUAD   -  BLACK PEAK (1990)
 EU0961
 EU0961                         *CURRENT SURVEY CONTROL
 EU0961  ___________________________________________________________________
 EU0961* NAD 83(1992)-  34 07 28.89968(N)    114 12 41.10464(W)     ADJUSTED  
 EU0961* NAVD 88     -       508.7    (meters)    1669.     (feet)  VERTCON   
 EU0961  ___________________________________________________________________
 EU0961  EPOCH DATE  -        1991.35
 EU0961  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 EU0961  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EU0961  HORZ ORDER  -  FIRST
 EU0961
 EU0961.The horizontal coordinates were established by classical geodetic methods
 EU0961.and adjusted by the National Geodetic Survey in June 1996.
 EU0961.The horizontal coordinates are valid at the epoch date displayed above.
 EU0961.The epoch date for horizontal control is a decimal equivalence
 EU0961.of Year/Month/Day.
 EU0961
 EU0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0961
 EU0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0961
 EU0961.The geoid height was determined by GEOID03.
 EU0961
 EU0961;                    North         East     Units Scale Factor Converg.
 EU0961;SPC AZ W     -   346,591.701   170,797.055   MT  0.99995566   -0 15 31.9
 EU0961;SPC AZ W     - 1,137,111.88    560,357.79   iFT  0.99995566   -0 15 31.9
 EU0961;SPC CA 5     -   575,880.154 2,349,405.865   MT  0.99998146   +2 09 34.3
 EU0961;SPC CA 5     - 1,889,366.81  7,708,009.08   sFT  0.99998146   +2 09 34.3
 EU0961;SPC CA 6     -   718,999.341 2,188,055.606   MT  1.00004924   +1 07 12.9
 EU0961;SPC CA 6     - 2,358,917.00  7,178,645.77   sFT  1.00004924   +1 07 12.9
 EU0961;UTM  11      - 3,779,494.622   757,180.536   MT  1.00041541   +1 33 54.9
 EU0961
 EU0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0961!SPC AZ W     -   0.99992504  x   0.99995566  =   0.99988071
 EU0961!SPC CA 5     -   0.99992504  x   0.99998146  =   0.99990651
 EU0961!SPC CA 6     -   0.99992504  x   1.00004924  =   0.99997428
 EU0961!UTM  11      -   0.99992504  x   1.00041541  =   1.00034042
 EU0961
 EU0961|---------------------------------------------------------------------|
 EU0961| PID    Reference Object                     Distance      Geod. Az  |
 EU0961|                                                           dddmmss.s |
 EU0961| CC5200 BLACK PEAK RM 1 PIN                   6.449 METERS 05949     |
 EU0961| EU0962 BLACK                                 4.524 METERS 07444     |
 EU0961| EU0960 T9N R19W SEC 14 AP CRIR               4.734 METERS 07649     |
 EU0961| CC5199 BLACK PEAK RM 3 AZIMUTH                            1122439.6 |
 EU0961| CC5202 BLACK PEAK RM 1                       5.841 METERS 18634     |
 EU0961| CC5201 BLACK PEAK RM 2 PIN                   3.793 METERS 19236     |
 EU0961| CC5198 BLACK PEAK RM 2                       7.070 METERS 27206     |
 EU0961| EU0969 PARKER INDIAN AGENCY WATER TK       APPROX. 9.1 KM 2865247.0 |
 EU0961|---------------------------------------------------------------------|
 EU0961
 EU0961                          SUPERSEDED SURVEY CONTROL
 EU0961
 EU0961  NAD 83(1992)-  34 07 28.89970(N)    114 12 41.10449(W) AD(       ) 1
 EU0961  NAD 83(1986)-  34 07 28.90014(N)    114 12 41.11088(W) AD(       ) 1
 EU0961  NAD 27      -  34 07 28.84100(N)    114 12 38.29800(W) AD(       ) 1
 EU0961  NGVD 29 (07/19/86)  508.1    (m)         1667.     (f) VERT ANG    3  
 EU0961
 EU0961.Superseded values are not recommended for survey control.
 EU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0961.See file dsdata.txt to determine how the superseded data were derived.
 EU0961
 EU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5718179495(NAD 83)
 EU0961_MARKER: DD = SURVEY DISK
 EU0961_SETTING: 80 = SET IN A BOULDER
 EU0961_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0961
 EU0961  HISTORY     - Date     Condition        Report By
 EU0961  HISTORY     - 1931     MONUMENTED       MWDSC
 EU0961  HISTORY     - 1935     GOOD             CGS
 EU0961  HISTORY     - 1948     GOOD             CGS
 EU0961  HISTORY     - 1948     GOOD             CGS
 EU0961  HISTORY     - 1961     GOOD             AMS
 EU0961  HISTORY     - 1971     GOOD             NGS
 EU0961  HISTORY     - 1972     GOOD             NGS
 EU0961
 EU0961                          STATION DESCRIPTION
 EU0961
 EU0961'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 EU0961'STATION IS 5 MILES ESE OF PARKER, ON HIGHEST POINT OF BLACK PEAK.
 EU0961'
 EU0961'STATION IS MARKED BY A STANDARD M.W.D. DISK SET IN BOULDER.
 EU0961'
 EU0961'TO REACH STATION FROM PARKER, DRIVE E ON SWANSEA ROAD 4.5
 EU0961'MILES, THENCE S ON ROAD TOWARD SADDLE BETWEEN MAIN PEAK AND SMALL
 EU0961'HILLS ON THE NW SIDE TO THE NW BASE OF PEAK.  CLIMB THE N SLOPE
 EU0961'TO BREAK IN THE BLUFFS NEAR THE TOP, THENCE E ALONG TOP TO THE
 EU0961'HIGHEST POINT.  A 2-HOUR SUMMER PACK.
 EU0961
 EU0961                          STATION RECOVERY (1935)
 EU0961
 EU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0961'STATION IS 5 MILES ESE OF PARKER ON THE HIGHEST POINT OF BLACK
 EU0961'PEAK.  THIS PEAK IS VERY PROMINENT FROM PARKER AND IS THE
 EU0961'HIGHEST IN THE VICINITY.  ELEVATION 1,665 FEET.
 EU0961'
 EU0961'STATION IS MARKED BY A STANDARD DISK OF THE METROPOLITAN WATER
 EU0961'DISTRICT, WEDGED IN A DRILL HOLE IN A BOULDER AND IS NOT IDENTICAL
 EU0961'WITH THE U.S.G.S. STATION BLACK, BUT IS FIFTEEN FEET W.  REPEATED
 EU0961'MEASUREMENTS FAILED TO CHECK M.W.D. DISTANCES TO THE U.S.G.S.
 EU0961'STATION AND M.W.D. REFERENCE MARK NO. 2.
 EU0961'
 EU0961'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 EU0961'THEY ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 EU0961'
 EU0961'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/2 MILE ESE ON SHARP ROCKY
 EU0961'PEAK.
 EU0961'
 EU0961'TO REACH FROM PARKER DRIVE E ON THE SWANSON ROAD 4.5 MILES, HERE
 EU0961'TURN RIGHT OFF THE ROAD AND DRIVE 0.8 MILE TOWARD THE NW SLOPE
 EU0961'OF THE MOUNTAIN TO THE END OF TRUCK TRAVEL.  CLIMB THE N SLOPE
 EU0961'TO THE BREAK IN THE BLUFFS NEAR THE TOP, THENCE E ALONG THE TOP
 EU0961'TO THE HIGHEST POINT AND THE STATION.
 EU0961'
 EU0961'THERE WERE NO INDICATIONS THAT EITHER THE STATION OR THE
 EU0961'REFERENCE MARKS HAVE MOVED, BUT BOTH DISTANCES AND DIRECTIONS
 EU0961'FAIL TO CHECK ACCURATELY.
 EU0961'
 EU0961'THIS STATION WAS ESTABLISHED BY M.W.D. OF S.C. IN 1931.
 EU0961'
 EU0961'(ABOVE MARKS ESTABLISHED BY THIS BUREAU).
 EU0961
 EU0961                          STATION RECOVERY (1948)
 EU0961
 EU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0961'THIS STATION WAS OBSERVED ON BUT NOT OCCUPIED, THEREFORE THE
 EU0961'DATA LISTED ABOVE WAS TAKEN FROM THE 1935 OBSERVATIONS AND IS
 EU0961'ASSUMED TO BE CORRECT.  THE STATION AND REFERENCE MARKS WERE
 EU0961'FOUND AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 EU0961'SEARCHED FOR.
 EU0961'
 EU0961'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE EAST-SOUTHEAST OF
 EU0961'PARKER, ON THE POINT OF BLACK PEAK.  THIS PEAK IS VERY PROMINENT
 EU0961'AND IS THE HIGHEST IN THE VICINITY.  THE STATION IS MARKED BY
 EU0961'A STANDARD DISK OF THE METROPOLITAN WATER DISTRICT, WEDGED IN A
 EU0961'DRILL HOLE IN A BOULDER, AND IS NOT THE SAME AS THE U.S.
 EU0961'GEOLOGICAL SURVEY STATION BLACK WHICH IS LOCATED 15 FEET EAST.
 EU0961'
 EU0961'TWO REFERENCE MARKS AND AN AZIMUTH MARK ARE BRONZE DISKS WEDGED
 EU0961'IN DRILL HOLES IN BOULDERS.  THE AZIMUTH MARK IS LOCATED
 EU0961'APPROXIMATELY 0.5 MILE AIRLINE EAST-SOUTHEAST OF THE STATION
 EU0961'ON A SHARP, ROCKY, PEAK.
 EU0961'
 EU0961'TO REACH FROM PARKER.  GO SOUTHEAST ALONG STATE HIGHWAY 72 FOR
 EU0961'0.4 MILE TO A ROAD LEFT.  TURN LEFT (LEAVING HIGHWAY) AND FOLLOW
 EU0961'MAIN TRAVELED ROAD TOWARD SWANSEA FOR 3.5 MILES TO A TRACK ROAD
 EU0961'RIGHT.  TURN RIGHT (SOUTH) AND FOLLOW TRACK ROAD FOR 0.9 MILE
 EU0961'TOWARD BLACK PEAK.  AT THIS POINT TURN LEFT (LEAVING TRACK ROAD)
 EU0961'AND DRIVE ACROSS COUNTRY MORE DIRECTLY TOWARD THE PEAK FOR 0.1
 EU0961'MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT, PACK UP THE
 EU0961'MOUNTAIN TOWARD A BREAK IN THE BLUFF, NEAR THE SUMMIT AT THE
 EU0961'HEAD OF A STEEP DRAIN DOWN THE MOUNTAIN SLOPE, THENCE EAST
 EU0961'ALONG THE TOP TO THE HIGHEST POINT AND STATION.
 EU0961'
 EU0961'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 EU0961
 EU0961                          STATION RECOVERY (1948)
 EU0961
 EU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0961'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 EU0961'DESCRIBED WITH THE EXCEPTION OF SMALL DISCREPANCIES IN DISTANCE
 EU0961'AND DIRECTION TO REFERENCE MARKS.
 EU0961'
 EU0961'THE STATION IS LOCATED ABOUT 5 MILES AIR LINE EAST-SOUTHEAST
 EU0961'OF PARKER ON THE HIGHEST POINT OF BLACK PEAK.  THIS PEAK IS
 EU0961'VERY PROMINENT AND THE HIGHEST IN THE VICINITY.  THE STATION MARK
 EU0961'IS A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA DISK SET
 EU0961'IN A BOULDER THAT PROJECTS 6 INCHES AND IS SET 8 PACES SOUTH OF
 EU0961'A 150-FOOT CLIFF.  IT IS STAMPED, BLACK PEAK 1931.
 EU0961'
 EU0961'REFERENCE MARK NO. 1 (USC AND GS)
 EU0961'PROJECTS 4 INCHES AND IS 2 FEET LOWER THAN THE STATION MARK.
 EU0961'IT IS STAMPED, BLACK PEAK NO 1 1935.
 EU0961'
 EU0961'REFERENCE MARK NO. 2 (USC AND GS)
 EU0961'PROJECTS 18 INCHES AND IS 1 FOOT LOWER THAN THE STATION MARK.
 EU0961'IT IS STAMPED, BLACK PEAK NO 2 1935.
 EU0961'
 EU0961'REFERENCE MARK NO. 3, WHICH IS THE AZIMUTH MARK,
 EU0961'SET FLUSH ON THE HIGHEST POINT OF A SHARP ROCKY PEAK.
 EU0961'IT IS STAMPED, BLACK PEAK NO 3 1935.
 EU0961'
 EU0961'REFERENCE MARK NO. 1 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN
 EU0961'A BOULDER THAT PROJECTS 1 FOOT AND IS THE SAME ELEVATION AS THE
 EU0961'STATION MARK.  IT IS UNSTAMPED.
 EU0961'
 EU0961'REFERENCE MARK NO. 2 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN
 EU0961'A BOULDER, IS FLUSH AND 18 INCHES LOWER THAN THE STATION MARK.
 EU0961'IT IS UNSTAMPED.
 EU0961'
 EU0961'A U.S. GEOLOGICAL SURVEY BENCH MARK IS SET IN A BOULDER ABOUT
 EU0961'18 INCHES HIGHER THAN THE STATION MARK.  IT PROJECT 1 FOOT AND IS
 EU0961'UNSTAMPED.
 EU0961'
 EU0961'TO REACH THE STATION FROM PARKER.  GO SOUTHEAST ON STATE HIGHWAY
 EU0961'72, 0.4 MILE TO A ROAD LEFT.  TURN LEFT, GO 3.4 MILE TO A ROAD
 EU0961'RIGHT.  TURN RIGHT, SOUTH, GO 0.9 MILE THEN TURN LEFT OFF ROAD
 EU0961'AND GO CROSS-COUNTRY 0.2 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 EU0961'WALK UP ROCKY RIDGE TO BREAK IN CLIFF, THEN LEFT, EAST, TO
 EU0961'HIGHEST POINT OF PEAK AND STATION.  A 1 HOUR PACK.
 EU0961
 EU0961                          STATION RECOVERY (1961)
 EU0961
 EU0961'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 EU0961'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EU0961
 EU0961                          STATION RECOVERY (1971)
 EU0961
 EU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 EU0961'THE STATION MARK, ALL REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EU0961'RECOVERED AS PREVIOUSLY DESCRIBED IN 1948 IN GOOD CONDITION.
 EU0961'THE DISTANCE AND DIRECTION TO ALL MARKS OF THIS ORGANIZATION
 EU0961'COMPARE FAVORABLY TO THE 1935 DATA.  A DIFFERENCE IN THE DISTANCE
 EU0961'AND DIRECTION THE U.S. GEOLOGICAL SURVEY BENCH MARK WAS NOTED
 EU0961'AND VERIFIED.  THE DISTANCE AND DIRECTION TO THE MARKS OF THE
 EU0961'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA COMPARE
 EU0961'FAVORABLY TO THE 1948 DATA.
 EU0961'
 EU0961'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 EU0961'
 EU0961'THE STATION IS LOCATED 5 MILES EAST-SOUTHEAST OF PARKER, ON THE
 EU0961'HIGHEST POINT OF A VERY PROMINENT PEAK KNOWN AS BLACK PEAK AND
 EU0961'BETWEEN TWO CONCRETE BLOCK BUILDINGS.
 EU0961'
 EU0961'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE
 EU0961'AND 18TH STREET IN PARKER GO EAST ON 18TH STREET (PAVED FOR ABOUT
 EU0961'1 MILE THENCE GRAVELED ROAD) FOR 3.5 MILES TO A SIDE ROAD RIGHT.
 EU0961'TURN RIGHT AND GO SOUTHERLY FOR 2 MILES TO A FORK AT THE
 EU0961'SOUTHWEST BASE OF BLACK PEAK.  BEAR LEFT AND GO UPHILL FOR 1.25
 EU0961'MILES ON VERY STEEP GRAVEL ROAD TO THE SUMMIT OF PEAK AND THE
 EU0961'STATION.  (A 4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST
 EU0961'1.25 MILES.) TO REACH THE AZIMUTH MARK FROM THE STATION PACK
 EU0961'SOUTHEAST ALONG CREST OF VERY ROCKY RIDGE TO THE SOUTHEAST END
 EU0961'AND THE AZIMUTH MARK.  (THIS IS A 40 MINUTE PACK.)
 EU0961'
 EU0961'THE STATION MARK IS A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0961'CALIFORNIA DISK STAMPED, BLACK PEAK 1931, CEMENTED IN A DRILL
 EU0961'HOLE IN A BOULDER WHICH PROJECTS 3 INCHES.  IT IS 56.7 FEET EAST
 EU0961'OF THE NORTHEAST CORNER OF CONCRETE BLOCK BUILDING, 38.4 FEET
 EU0961'WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 18
 EU0961'FEET SOUTH OF THE EDGE OF A HIGH CLIFF.
 EU0961'
 EU0961'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK PEAK NO 1 1935,
 EU0961'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH.
 EU0961'
 EU0961'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACK PEAK NO 2 1935,
 EU0961'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 15 INCHES.
 EU0961'
 EU0961'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BLACK PEAK NO 3 1935,
 EU0961'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, SET FLUSH.
 EU0961'
 EU0961'REFERENCE MARK 1 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN A
 EU0961'BOULDER WHICH PROJECTS 8 INCHES.  IT IS UNSTAMPED.
 EU0961'
 EU0961'REFERENCE MARK 2 (MWD) IS A METAL PLUG SET IN A DRILL HOLE IN
 EU0961'A BOULDER WHICH PROJECTS 2 INCHES.  IT IS UNSTAMPED.
 EU0961'
 EU0961'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK IS CEMENTED IN A DRILL
 EU0961'HOLE IN A BOULDER WHICH PROJECTS 15 INCHES.  IT IS UNSTAMPED.
 EU0961'
 EU0961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EU0961'EAST-SOUTHEAST OF PARKER.
 EU0961
 EU0961                          STATION RECOVERY (1972)
 EU0961
 EU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 EU0961'THE STATION MARK, ALL REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EU0961'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 EU0961'TO ALL MARKS COMPARED FAVORABLY WITH THE 1971 DATA.  THE 1971
 EU0961'RECOVERY NOTE IS COMPLETE AND ADEQUATE.
 EU0961'
 EU0961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EU0961'EAST-SOUTHEAST OF PARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0501 ***********************************************************************
 GO0501  DESIGNATION -  BLACK PINNACLE LOOKOUT HOUSE
 GO0501  PID         -  GO0501
 GO0501  STATE/COUNTY-  AZ/APACHE
 GO0501  USGS QUAD   -  TSAILE (1982)
 GO0501
 GO0501                         *CURRENT SURVEY CONTROL
 GO0501  ___________________________________________________________________
 GO0501* NAD 83(1992)-  36 15 09.15473(N)    109 09 25.58881(W)     ADJUSTED  
 GO0501* NAVD 88     -      2420.6    (meters)    7942.     (feet)  VERTCON   
 GO0501  ___________________________________________________________________
 GO0501  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GO0501  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 GO0501  HORZ ORDER  -  THIRD
 GO0501
 GO0501.The horizontal coordinates were established by classical geodetic methods
 GO0501.and adjusted by the National Geodetic Survey in August 1993.
 GO0501
 GO0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0501
 GO0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0501
 GO0501.The geoid height was determined by GEOID03.
 GO0501
 GO0501;                    North         East     Units Scale Factor Converg.
 GO0501;SPC AZ E     -   583,005.292   304,086.779   MT  1.00000139   +0 35 49.3
 GO0501;SPC AZ E     - 1,912,747.02    997,660.04   iFT  1.00000139   +0 35 49.3
 GO0501;UTM  12      - 4,013,534.696   665,572.953   MT  0.99993778   +1 05 24.1
 GO0501
 GO0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0501!SPC AZ E     -   0.99962328  x   1.00000139  =   0.99962467
 GO0501!UTM  12      -   0.99962328  x   0.99993778  =   0.99956109
 GO0501
 GO0501:                Primary Azimuth Mark                     Grid Az
 GO0501:SPC AZ E     -  RIM RESET                                281 13 12.7
 GO0501:UTM  12      -  RIM RESET                                280 43 37.9
 GO0501
 GO0501|---------------------------------------------------------------------|
 GO0501| PID    Reference Object                     Distance      Geod. Az  |
 GO0501|                                                           dddmmss.s |
 GO0501| GO0269 RIM RESET                           APPROX.14.8 KM 2814902.0 |
 GO0501|---------------------------------------------------------------------|
 GO0501
 GO0501                          SUPERSEDED SURVEY CONTROL
 GO0501
 GO0501  NAD 83(1986)-  36 15 09.15569(N)    109 09 25.58323(W) AD(       ) 4
 GO0501  NAD 27      -  36 15 09.15000(N)    109 09 23.22000(W) AD(       ) 3
 GO0501  NGVD 29 (08/22/88) 2419.5    (m)         7938.     (f) VERT ANG    3  
 GO0501
 GO0501.Superseded values are not recommended for survey control.
 GO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0501.See file dsdata.txt to determine how the superseded data were derived.
 GO0501
 GO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF6557313535(NAD 83)
 GO0501_MARKER: 73 = LOOKOUT HOUSE
 GO0501
 GO0501  HISTORY     - Date     Condition        Report By
 GO0501  HISTORY     - 1937     FIRST OBSERVED   USGS
 GO0501  HISTORY     - 1951     GOOD             CGS
 GO0501  HISTORY     - 1955     GOOD             USGS
 GO0501  HISTORY     - 1968     GOOD             CGS
 GO0501
 GO0501                          STATION DESCRIPTION
 GO0501
 GO0501'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 GO0501'LOCATED 32.0 MI NE. OF CHINLE, ABOUT 18 MI SE. OF LUKACHUKAI, 5
 GO0501'MI E. OF CHINLE-WHEATFIELD RD. CROSSING TSAILE CREEK.  AT SHEEP
 GO0501'DIP CORRAL, ON HIGH PROMINENT ISOLATED ROCKY BUTTE KNOWN LOCALLY
 GO0501'AS BLACK PINNACLE.
 GO0501'
 GO0501'TO REACH FROM CHINLE, DRIVE 32 MI NE. ON CHINLE-WHEATFIELD RD. TO
 GO0501'BUTTE.
 GO0501'
 GO0501'STATION MARK--CENTER OF FS LO CABIN.
 GO0501'
 GO0501'RM 1--STANDARD RM TABLET STAMPED---BLACK PINNACLE LO 1937---,
 GO0501'CEMENTED IN SOLID ROCK.
 GO0501'
 GO0501'RM 2--EYEBOLT EMBEDDED IN SOLID ROCK AT SOUTHWEST CORNER OF
 GO0501'CABIN.
 GO0501
 GO0501                          STATION RECOVERY (1951)
 GO0501
 GO0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0501'THE STATION IS LOCATED ON THE SUMMIT OF BLACK PINNACLE
 GO0501'MOUNTAIN, ABOUT 33 MILES AIRLINE NORTH OF FT. DEFIANCE, AND
 GO0501'ABOUT 44 MILES AIRLINE SOUTH-SOUTHWEST OF SHIPROCK.
 GO0501'IT IS A STANDARD TYPE OF LOOKOUT HOUSE THAT SITS ON THE
 GO0501'GROUND AND PROJECTS ABOUT 14 FEET.  THE OBJECT THAT WAS
 GO0501'INTERSECTED IS THE TOP CENTER OF THE ROOF.
 GO0501
 GO0501                          STATION RECOVERY (1955)
 GO0501
 GO0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0501'RECOVERED AS DESCRIBED BY USGS IN 1937.  ALL MARKS IN GOOD
 GO0501'CONDITION.  INTERSECTED BY NGS IN 1951.
 GO0501
 GO0501                          STATION RECOVERY (1968)
 GO0501
 GO0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (VHB)
 GO0501'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GO0501'FOUND IN GOOD CONDITION.
 GO0501'
 GO0501'THE APEX OF THE LOOKOUT HOUSE IS THE STATION POINT.
 GO0501'
 GO0501'A DESCRIPTION TO REACH THE STATION FOLLOWS.
 GO0501'
 GO0501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 GO0501'AND 12 IN FT. DEFIANCE, GO NORTH ON STATE HIGHWAY 12 FOR
 GO0501'35.1 MILES TO THE DAM AT WHEATFIELD LAKE.  CONTINUE NORTHWESTERLY
 GO0501'FOR 4.8 MILES TO A SIDE ROAD, RIGHT AND A SIGN BLACK PINNACLE
 GO0501'LOOKOUT.  TURN RIGHT OFF THE HIGHWAY AND GO NORTH AND WEST
 GO0501'ON A DIRT ROAD FOR 1.2 MILES TO THE END OF THE ROAD AND THE
 GO0501'STATION.
 GO0501'
 GO0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 33
 GO0501'MILES NORTH OF FT. DEFIANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0571 ***********************************************************************
 FQ0571  DESIGNATION -  BLACK POINT
 FQ0571  PID         -  FQ0571
 FQ0571  STATE/COUNTY-  AZ/COCONINO
 FQ0571  USGS QUAD   -  WUPATKI NE (1980)
 FQ0571
 FQ0571                         *CURRENT SURVEY CONTROL
 FQ0571  ___________________________________________________________________
 FQ0571* NAD 83(1992)-  35 41 54.40327(N)    111 21 01.39701(W)     ADJUSTED  
 FQ0571* NAVD 88     -      1498.7    (meters)    4917.     (feet)  VERTCON   
 FQ0571  ___________________________________________________________________
 FQ0571  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FQ0571  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0571  HORZ ORDER  -  FIRST
 FQ0571
 FQ0571.The horizontal coordinates were established by classical geodetic methods
 FQ0571.and adjusted by the National Geodetic Survey in August 1993.
 FQ0571
 FQ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0571
 FQ0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0571
 FQ0571.The geoid height was determined by GEOID03.
 FQ0571
 FQ0571;                    North         East     Units Scale Factor Converg.
 FQ0571;SPC AZ C     -   521,204.652   264,606.583   MT  0.99993235   +0 19 49.6
 FQ0571;SPC AZ C     - 1,709,989.02    868,131.83   iFT  0.99993235   +0 19 49.6
 FQ0571;UTM  12      - 3,950,559.036   468,300.506   MT  0.99961238   -0 12 16.1
 FQ0571
 FQ0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0571!SPC AZ C     -   0.99976858  x   0.99993235  =   0.99970095
 FQ0571!UTM  12      -   0.99976858  x   0.99961238  =   0.99938105
 FQ0571
 FQ0571|---------------------------------------------------------------------|
 FQ0571| PID    Reference Object                     Distance      Geod. Az  |
 FQ0571|                                                           dddmmss.s |
 FQ0571| CH2745 BLACK POINT RM 1                     34.314 METERS 02812     |
 FQ0571| CH2746 BLACK POINT RM 2                     20.998 METERS 13838     |
 FQ0571| CH2744 BLACK POINT AZ MK                                  3240942.5 |
 FQ0571|---------------------------------------------------------------------|
 FQ0571
 FQ0571                          SUPERSEDED SURVEY CONTROL
 FQ0571
 FQ0571  NAD 83(1986)-  35 41 54.40167(N)    111 21 01.38900(W) AD(       ) 1
 FQ0571  NAD 27      -  35 41 54.40468(N)    111 20 58.86492(W) AD(       ) 1
 FQ0571  NGVD 29 (07/19/86) 1497.9    (m)         4914.     (f) VERT ANG    3  
 FQ0571
 FQ0571.Superseded values are not recommended for survey control.
 FQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0571.See file dsdata.txt to determine how the superseded data were derived.
 FQ0571
 FQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6830150559(NAD 83)
 FQ0571_MARKER: DS = TRIANGULATION STATION DISK
 FQ0571_SETTING: 80 = SET IN A BOULDER
 FQ0571_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0571
 FQ0571  HISTORY     - Date     Condition        Report By
 FQ0571  HISTORY     - 1936     MONUMENTED       CGS
 FQ0571  HISTORY     - 1955     GOOD             CGS
 FQ0571  HISTORY     - 1955     GOOD             USGS
 FQ0571  HISTORY     - 1968     GOOD             AMS
 FQ0571  HISTORY     - 1969     GOOD             USGS
 FQ0571  HISTORY     - 1977     GOOD             NGS
 FQ0571
 FQ0571                          STATION DESCRIPTION
 FQ0571
 FQ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0571'STATION IS LOCATED AT THE NORTHEAST END OF AN EXTENSIVE MALAPAI
 FQ0571'MESA, LOCALLY KNOWN AS BLACK MESA, 12 MILES SOUTH-SOUTHEAST
 FQ0571'OF CAMERON, ABOUT 2 MILES WEST OF THE LITTLE COLORADO RIVER.
 FQ0571'THE MESA IS TREELESS EXCEPT FOR A LONE JUNIPER TREE 0.9 MILE
 FQ0571'WEST OF THE STATION.
 FQ0571'
 FQ0571'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89, ABOUT 5
 FQ0571'MILES EAST OF FLAGSTAFF, TAKE HIGHWAY 89 NORTH FOR 29.5 MILES,
 FQ0571'TURN RIGHT (EASTERLY) AT ENTRANCE TO THE SPIDER WEB RANCH AND
 FQ0571'GO 1.2 MILES TO THE RANCH BUILDINGS, PASS THROUGH FOUR GATES
 FQ0571'AND LEAVE THE CORRALS BY A WOODEN GATE 150 YARDS SOUTHEAST OF
 FQ0571'HOUSE, BEAR LEFT ON TRACK ROAD GOING EASTERLY DOWN THE VALLEY,
 FQ0571'AT 0.8 MILE FROM GATE PASS AROUND LEFT END OF RED LEDGE AND GO
 FQ0571'0.3 MILE TO TOP OF MESA, FOLLOW TRACK ROAD WHICH BEARS A
 FQ0571'LITTLE TO LEFT OF EASTERLY FOR 1.3 MILES TO CROSS ROAD, TURN
 FQ0571'NORTH FOR 1.1 MILES TO GATE IN LONG EAST-WEST FENCE, TURN
 FQ0571'RIGHT AND FOLLOW ALONG SOUTH SIDE OF FENCE LINE FOR 1.2 MILES
 FQ0571'TO EDGE OF MESA, TURN SOUTH AND CIRCLE AROUND THE EDGE OF
 FQ0571'MESA FOR ABOUT 3.5 MILES TO THE NORTHEAST FENCE CORNER, GO
 FQ0571'SOUTH ALONG FENCE FOR 0.5 MILE TO WOODEN GATE.  FROM HERE
 FQ0571'FOLLOW TRACKS EASTERLY AND NORTHERLY FOR 4.5 MILES TO THE
 FQ0571'LONE JUNIPER TREE (MENTIONED ABOVE AND WHICH CAN BE SEEN
 FQ0571'AT A NUMBER OF POINTS) BEARING 3 BLAZES, TURN RIGHT AND
 FQ0571'FOLLOW TRACKS EASTERLY FOR 0.6 MILE TO THE AZIMUTH MARK,
 FQ0571'FOLLOW TRACKS SOUTHEASTERLY FOR 0.3 MILE MORE TO STATION.
 FQ0571'
 FQ0571'STATION MARK CEMENTED IN AN IGNEOUS BOULDER, PROJECTING ABOUT
 FQ0571'4 INCHES, 115 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 FQ0571'MESA DROPS OFF INTO THE RIVER VALLEY ABOUT 150 YARDS EAST OF
 FQ0571'THE STATION.  STATION IS 0.9 MILE EAST OF THE LONE JUNIPER TREE.
 FQ0571'
 FQ0571'REFERENCE MARK NO. 1 IS NORTH OF THE STATION ON THE NORTH EDGE
 FQ0571'OF THE MESA.  A STANDARD DISK CEMENTED IN A LARGE BOULDER.
 FQ0571'IT IS 150.75 FEET NORTHWEST OF REFERENCE MARK NO. 2.
 FQ0571'
 FQ0571'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND PROJECTS
 FQ0571'ABOUT 6 INCHES.
 FQ0571'
 FQ0571'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 6 PACES
 FQ0571'NORTH OF THE CENTER OF TRACKS LEADING TO STATION, 1 YARD
 FQ0571'SOUTHWEST OF A PILE OF BOULDERS, AND 0.6 MILE EAST OF THE LONE
 FQ0571'JUNIPER TREE.  MARK PROJECTS ABOUT 6 INCHES.
 FQ0571'
 FQ0571'ALL STATIONS VISIBLE FROM A 4-FOOT STAND.
 FQ0571'
 FQ0571'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 FQ0571
 FQ0571                          STATION RECOVERY (1955)
 FQ0571
 FQ0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0571'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 FQ0571'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 FQ0571'
 FQ0571'LOCATION IS AT THE NE END OF AN EXTENSIVE MALPAIS MESA LOCALLY
 FQ0571'KNOWN AS BLACK MESA, 12 MI. S-SE OF CAMERON, AND ABOUT 2 MI. W
 FQ0571'OF LITTLE COLORADO RIVER.  THE SITE IS ABOUT 0.9 MI. E OF A LONE
 FQ0571'PINE TREE WHICH IS THE ONLY TREE IN THE VICINITY, AND 115 FT.
 FQ0571'S OF THE RIMROCK.  THE STATION MARK IS A STANDARD DISK, STAMPED
 FQ0571'BLACK POINT 1936 AND SET IN AN IGNEOUS BOULDER PROJECTING 4
 FQ0571'IN.
 FQ0571'
 FQ0571'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK POINT 1936
 FQ0571'NO 1, 111.6 FT. N OF THE STATION, AND SET IN A LARGE BOULDER
 FQ0571'PROJECTING 5 IN.
 FQ0571'
 FQ0571'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK POINT 1936
 FQ0571'NO 2, 68.9 FT. SE OF THE STATION, AND SET IN A ROCK PROJECTING
 FQ0571'ABOUT 6 IN.
 FQ0571'
 FQ0571'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK POINT AZIMUTH
 FQ0571'1936, ABOUT 0.3 MI. NW OF THE STATION, 1 YD. SW OF A PILE OF
 FQ0571'BOULDERS, AND 0.6 MI. E OF A LONE PINE TRETHE MARK IS SET
 FQ0571'IN A ROCK WHICH PROJECTS ABOUT 6 IN.
 FQ0571'
 FQ0571'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FQ0571'RAILWAY DEPOT IN FLAGSTAFF, GO E ON U.S. HIGHWAY 66 FOR 3.7
 FQ0571'MI. TO THE JUNCTION WITH U.S. HIGHWAY 89.  TURN LEFT AND PROCEED
 FQ0571'N ON U.S. HIGHWAY 89 FOR 32.4 MI. TO A GATE ON THE E SIDE OF
 FQ0571'THE HIGHWAY (THE ENTRANCE TO BABBITTS SPIDER WEB RANCH).  TURN
 FQ0571'RIGHT (E) THROUGH THE GATE AND GO 1.1 MI. TO THE RANCH
 FQ0571'BUILDINGS.  CONTINUE E PAST THE CORRALS FOLLOWING A GRADED ROAD
 FQ0571'AND PASSING THROUGH A FENCE LINE (2.5 MI. FROM THE RANCH
 FQ0571'BUILDINGS FOR 8.0 MI. TO A BLADED ROAD RUNNING N AND S
 FQ0571'ALONG THE SECTION LINE.  TURN LEFT (N) AND FOLLOW THE BLADED
 FQ0571'ROAD FOR 2.2 MI. TO THE RIMROCK AT THE N END OF BLACK
 FQ0571'MESA.  TURN RIGHT LEAVING THE ROAD AND PROCEED SW ALONG
 FQ0571'THE RIM OF THE MESA FOR 0.8 MI. TO THE STATION SITE.
 FQ0571'PASSING THE AZIMUTH MARK ABOUT 0.5 MI. SE OF THE N END OF
 FQ0571'THE ROAD.
 FQ0571
 FQ0571                          STATION RECOVERY (1955)
 FQ0571
 FQ0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0571'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 FQ0571
 FQ0571                          STATION RECOVERY (1968)
 FQ0571
 FQ0571'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 FQ0571'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH
 FQ0571'MARK WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 FQ0571'
 FQ0571'NOTE--REFERENCE MARK NO 2 AND THE AZIMUTH MARK ARE SET IN TOP
 FQ0571'OF SQUARE CONCRETE POSTS INSTEAD OF BOULDERS AS MENTIONED IN
 FQ0571'DESCRIPTION.
 FQ0571
 FQ0571                          STATION RECOVERY (1969)
 FQ0571
 FQ0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0571'RECOVERED AS DESCRIBED BY CGS.  NEW TO REACH FOLLOWS.
 FQ0571'
 FQ0571'TO REACH FROM GRAY MOUNTAIN, DRIVE 6.5 MI S. ON U.S. HWY. 89 TO
 FQ0571'X-RDS.  TURN LEFT ON DIRT RD. 1.1 MI TOWARD SPIDER WEB RANCH TO
 FQ0571'MAIN RANCH COMPLEX.  KEEP N. OF RANCH HOUSE PASSING THROUGH TWO
 FQ0571'GATES FOLLOWING DIRT RD. 2.0 MI E. TO Y-RD. FORK.  TAKE LEFT FORK
 FQ0571'0.6 MI TO FENCE AND WIRE GATE.  PASS THROUGH WIRE GATE E. ON
 FQ0571'MAIN-TRAVELED RD. 4.8 MI TO Y-RD. FORK.  TAKE LEFT FORK 0.8 MI TO
 FQ0571'RD. AND TRAIL FORK (1/4 CORNER 31/32 IS ON RIGHT).  TURN LEFT (N.)
 FQ0571'ON BULLDOZED TRAIL FOLLOWING SECTION LINE 1.5 MI TO SECTION
 FQ0571'CORNER 19/27N/10E.  TURN E. CROSS-COUNTRY 0.5 MI TO EDGE OF BLUFF
 FQ0571'AND STATION.
 FQ0571
 FQ0571                          STATION RECOVERY (1977)
 FQ0571
 FQ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0571'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AND
 FQ0571'FOUND IN GOOD CONDITION AS DESCRIBED.  NO ANGLES TURNED AT THIS TIME
 FQ0571'
 FQ0571'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0571'
 FQ0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0571'12 MILES SSE OF CAMERON, ARIZ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1240 ***********************************************************************
 DB1240  DESIGNATION -  BLACK POINT CARIN
 DB1240  PID         -  DB1240
 DB1240  STATE/COUNTY-  AZ/YUMA
 DB1240  USGS QUAD   -  RED BLUFF MOUNTAIN NW (1986)
 DB1240
 DB1240                         *CURRENT SURVEY CONTROL
 DB1240  ___________________________________________________________________
 DB1240* NAD 83(1992)-  32 54 32.77782(N)    114 07 57.30016(W)     ADJUSTED  
 DB1240* NAVD 88     -              **(meters)            **(feet)            
 DB1240  ___________________________________________________________________
 DB1240  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DB1240  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DB1240  HORZ ORDER  -  THIRD
 DB1240
 DB1240.The horizontal coordinates were established by classical geodetic methods
 DB1240.and adjusted by the National Geodetic Survey in August 1993.
 DB1240
 DB1240
 DB1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1240
 DB1240.The geoid height was determined by GEOID03.
 DB1240
 DB1240;                    North         East     Units Scale Factor Converg.
 DB1240;SPC AZ W     -   211,743.931   177,572.014   MT  0.99994912   -0 12 28.3
 DB1240;SPC AZ W     -   694,697.94    582,585.35   iFT  0.99994912   -0 12 28.3
 DB1240;UTM  11      - 3,644,858.221   768,182.642   MT  1.00048691   +1 33 31.8
 DB1240
 DB1240                          SUPERSEDED SURVEY CONTROL
 DB1240
 DB1240  NAD 83(1986)-  32 54 32.77561(N)    114 07 57.30516(W) AD(       ) 4
 DB1240  NAD 27      -  32 54 32.62300(N)    114 07 54.53000(W) AD(       ) 3
 DB1240
 DB1240.Superseded values are not recommended for survey control.
 DB1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1240.See file dsdata.txt to determine how the superseded data were derived.
 DB1240
 DB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6818344858(NAD 83)
 DB1240_MARKER: 72 = CAIRN
 DB1240
 DB1240  HISTORY     - Date     Condition        Report By
 DB1240  HISTORY     - 1934     FIRST OBSERVED   USGS
 DB1240  HISTORY     - 1949     GOOD             CGS
 DB1240
 DB1240                          STATION DESCRIPTION
 DB1240
 DB1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1240'STATION WAS NOT PREVIOUSLY DESCRIBED.  STATION IS THE TOP AND
 DB1240'CENTER OF THE LARGE CAIRN LOCATED ON A LONG, BLACK, ISOLATED
 DB1240'BUTTE WHICH IS ABOUT 16 MILES NORTHWEST OF ROLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0619 ***********************************************************************
 DV0619  DESIGNATION -  BLACK RM 1
 DV0619  PID         -  DV0619
 DV0619  STATE/COUNTY-  AZ/MARICOPA
 DV0619  USGS QUAD   -  PHOENIX (1982)
 DV0619
 DV0619                         *CURRENT SURVEY CONTROL
 DV0619  ___________________________________________________________________
 DV0619* NAD 83(1986)-  33 27 32.     (N)    112 06 28.     (W)     SCALED    
 DV0619* NAVD 88     -       328.610  (meters)    1078.11   (feet)  ADJUSTED  
 DV0619  ___________________________________________________________________
 DV0619  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0619  DYNAMIC HT  -         328.229 (meters)    1076.86  (feet)  COMP
 DV0619  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0619
 DV0619  VERT ORDER  -  SECOND    CLASS 0
 DV0619
 DV0619.The horizontal coordinates were scaled from a topographic map and have
 DV0619.an estimated accuracy of +/- 6 seconds.
 DV0619
 DV0619.The orthometric height was determined by differential leveling
 DV0619.and adjusted in November 1993.
 DV0619
 DV0619.The geoid height was determined by GEOID03.
 DV0619
 DV0619.The dynamic height is computed by dividing the NAVD 88
 DV0619.geopotential number by the normal gravity value computed on the
 DV0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0619.degrees latitude (g = 980.6199 gals.).
 DV0619
 DV0619.The modeled gravity was interpolated from observed gravity values.
 DV0619
 DV0619;                    North         East    Units  Estimated Accuracy
 DV0619;SPC AZ C     -   272,660.      195,600.      MT  (+/- 180 meters Scaled)
 DV0619
 DV0619                          SUPERSEDED SURVEY CONTROL
 DV0619
 DV0619  NGVD 29 (??/??/92)  327.936  (m)         1075.90   (f) ADJ UNCH    2 0
 DV0619
 DV0619.Superseded values are not recommended for survey control.
 DV0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0619.See file dsdata.txt to determine how the superseded data were derived.
 DV0619
 DV0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970027(NAD 83)
 DV0619_MARKER: DR = REFERENCE MARK DISK
 DV0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0619_SP_SET: CURB
 DV0619_STAMPING: BLACK NO 1 1963
 DV0619_MARK LOGO: CGS   
 DV0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0619
 DV0619  HISTORY     - Date     Condition        Report By
 DV0619  HISTORY     - 1963     MONUMENTED       CGS
 DV0619  HISTORY     - 1979     GOOD             AZDT
 DV0619
 DV0619                          STATION DESCRIPTION
 DV0619
 DV0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0619'IN PHOENIX.
 DV0619'AT THE EAST SIDE OF THE BLACK CANYON FREEWAY, ABOUT 0.1 MILE NORTH OF
 DV0619'ROOSEVELT STREET, ABOUT 0.4 MILE SOUTH OF WEST MCDOWELL ROAD OVERPASS
 DV0619'OVER THE BLACK CANYON FREEWAY, 64.8 FEET NORTHEAST OF TRAVERSE STATION
 DV0619'BLACK, 13 FEET WEST OF THE CENTER OF THE SERVICE ROAD, 33.5 FEET EAST
 DV0619'OF THE FENCE, 69.8 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN
 DV0619'TOP OF THE CONCRETE CURB AT THE WEST EDGE OF THE SERVICE ROAD.
 DV0619
 DV0619                          STATION RECOVERY (1979)
 DV0619
 DV0619'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0745 ***********************************************************************
 CY0745  DESIGNATION -  BLACK RM 1
 CY0745  PID         -  CY0745
 CY0745  STATE/COUNTY-  AZ/GRAHAM
 CY0745  USGS QUAD   -  EDEN (1985)
 CY0745
 CY0745                         *CURRENT SURVEY CONTROL
 CY0745  ___________________________________________________________________
 CY0745* NAD 83(1992)-  32 59 43.94919(N)    109 56 48.14849(W)     ADJUSTED  
 CY0745* NAVD 88     -       862.821  (meters)    2830.77   (feet)  ADJUSTED  
 CY0745  ___________________________________________________________________
 CY0745  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CY0745  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0745  DYNAMIC HT  -         861.633 (meters)    2826.87  (feet)  COMP
 CY0745  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 CY0745
 CY0745  HORZ ORDER  -  SECOND
 CY0745  VERT ORDER  -  FIRST     CLASS II
 CY0745
 CY0745.The horizontal coordinates were established by classical geodetic methods
 CY0745.and adjusted by the National Geodetic Survey in August 1993.
 CY0745
 CY0745.The orthometric height was determined by differential leveling
 CY0745.and adjusted in June 1991.
 CY0745
 CY0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0745
 CY0745.The geoid height was determined by GEOID03.
 CY0745
 CY0745.The dynamic height is computed by dividing the NAVD 88
 CY0745.geopotential number by the normal gravity value computed on the
 CY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0745.degrees latitude (g = 980.6199 gals.).
 CY0745
 CY0745.The modeled gravity was interpolated from observed gravity values.
 CY0745
 CY0745;                    North         East     Units Scale Factor Converg.
 CY0745;SPC AZ E     -   221,278.604   233,914.851   MT  0.99990521   +0 07 11.2
 CY0745;SPC AZ E     -   725,979.67    767,437.18   iFT  0.99990521   +0 07 11.2
 CY0745;UTM  12      - 3,651,285.256   598,401.380   MT  0.99971939   +0 34 25.1
 CY0745
 CY0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0745!SPC AZ E     -   0.99986881  x   0.99990521  =   0.99977403
 CY0745!UTM  12      -   0.99986881  x   0.99971939  =   0.99958824
 CY0745
 CY0745                          SUPERSEDED SURVEY CONTROL
 CY0745
 CY0745  NAD 83(1986)-  32 59 43.94499(N)    109 56 48.14944(W) AD(       ) 2
 CY0745  NGVD 29 (06/21/91)  862.13   (m)         2828.5    (f) LEVELING    3  
 CY0745
 CY0745.Superseded values are not recommended for survey control.
 CY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0745.See file dsdata.txt to determine how the superseded data were derived.
 CY0745
 CY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9840151285(NAD 83)
 CY0745_MARKER: DR = REFERENCE MARK DISK
 CY0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0745_SP_SET: CONCRETE POST
 CY0745_STAMPING: BLACK NO 1 1945
 CY0745_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0745+STABILITY: SURFACE MOTION
 CY0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0745+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CY0745
 CY0745  HISTORY     - Date     Condition        Report By
 CY0745  HISTORY     - 1945     MONUMENTED       CGS
 CY0745  HISTORY     - 1979     GOOD             NGS
 CY0745  HISTORY     - 20081009 GOOD             GEOCAC
 CY0745
 CY0745                          STATION DESCRIPTION
 CY0745
 CY0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0745'4.3 MI SE FROM FT THOMAS.
 CY0745'3.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0745'FT. THOMAS, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD TO THE TOP OF
 CY0745'A MESA, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD THROUGH THE ASHURST
 CY0745'CEMETERY AND PAST A MICROWAVE TOWER, 48 FEET EAST OF BLACK RM 2 AND
 CY0745'33 FEET SOUTHEAST OF TRIANGULATION STATION BLACK.
 CY0745'THE MARK IS 36 FT  SE FROM A WITNESS POST.
 CY0745'THE MARK IS 100 FT ABOVE THE HIGHWAY.
 CY0745
 CY0745                          STATION RECOVERY (2008)
 CY0745
 CY0745'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0620 ***********************************************************************
 DV0620  DESIGNATION -  BLACK RM 2
 DV0620  PID         -  DV0620
 DV0620  STATE/COUNTY-  AZ/MARICOPA
 DV0620  USGS QUAD   -  PHOENIX (1982)
 DV0620
 DV0620                         *CURRENT SURVEY CONTROL
 DV0620  ___________________________________________________________________
 DV0620* NAD 83(1986)-  33 27 32.     (N)    112 06 28.     (W)     SCALED    
 DV0620* NAVD 88     -       328.562  (meters)    1077.96   (feet)  ADJUSTED  
 DV0620  ___________________________________________________________________
 DV0620  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0620  DYNAMIC HT  -         328.181 (meters)    1076.71  (feet)  COMP
 DV0620  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0620
 DV0620  VERT ORDER  -  SECOND    CLASS 0
 DV0620
 DV0620.The horizontal coordinates were scaled from a topographic map and have
 DV0620.an estimated accuracy of +/- 6 seconds.
 DV0620
 DV0620.The orthometric height was determined by differential leveling
 DV0620.and adjusted in November 1993.
 DV0620
 DV0620.The geoid height was determined by GEOID03.
 DV0620
 DV0620.The dynamic height is computed by dividing the NAVD 88
 DV0620.geopotential number by the normal gravity value computed on the
 DV0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0620.degrees latitude (g = 980.6199 gals.).
 DV0620
 DV0620.The modeled gravity was interpolated from observed gravity values.
 DV0620
 DV0620;                    North         East    Units  Estimated Accuracy
 DV0620;SPC AZ C     -   272,660.      195,600.      MT  (+/- 180 meters Scaled)
 DV0620
 DV0620                          SUPERSEDED SURVEY CONTROL
 DV0620
 DV0620  NGVD 29 (??/??/92)  327.894  (m)         1075.77   (f) ADJ UNCH    2 0
 DV0620
 DV0620.Superseded values are not recommended for survey control.
 DV0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0620.See file dsdata.txt to determine how the superseded data were derived.
 DV0620
 DV0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970027(NAD 83)
 DV0620_MARKER: DR = REFERENCE MARK DISK
 DV0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0620_SP_SET: CURB
 DV0620_STAMPING: BLACK NO 2 1963
 DV0620_MARK LOGO: CGS   
 DV0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0620
 DV0620  HISTORY     - Date     Condition        Report By
 DV0620  HISTORY     - 1963     MONUMENTED       CGS
 DV0620  HISTORY     - 1979     GOOD             AZDT
 DV0620
 DV0620                          STATION DESCRIPTION
 DV0620
 DV0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0620'IN PHOENIX.
 DV0620'AT THE EAST SIDE OF THE BLACK CANYON FREEWAY, ABOUT 0.1 MILE NORTH OF
 DV0620'ROOSEVELT STREET, ABOUT 0.4 MILE SOUTH OF WEST MCDOWELL ROAD OVERPASS
 DV0620'OVER THE BLACK CANYON FREEWAY, 63.2 FEET SOUTHEAST OF TRAVERSE STATION
 DV0620'BLACK, 13 FEET WEST OF THE CENTER OF THE SERVICE ROAD, 33 FEET EAST OF
 DV0620'THE FENCE, 61.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE
 DV0620'TOP OF THE CONCRETE CURB AT THE WEST EDGE OF THE SERVICE ROAD.
 DV0620
 DV0620                          STATION RECOVERY (1979)
 DV0620
 DV0620'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0746 ***********************************************************************
 CY0746  DESIGNATION -  BLACK RM 2
 CY0746  PID         -  CY0746
 CY0746  STATE/COUNTY-  AZ/GRAHAM
 CY0746  USGS QUAD   -  EDEN (1985)
 CY0746
 CY0746                         *CURRENT SURVEY CONTROL
 CY0746  ___________________________________________________________________
 CY0746* NAD 83(1992)-  32 59 44.12083(N)    109 56 48.67148(W)     ADJUSTED  
 CY0746* NAVD 88     -       862.702  (meters)    2830.38   (feet)  ADJUSTED  
 CY0746  ___________________________________________________________________
 CY0746  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CY0746  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0746  DYNAMIC HT  -         861.514 (meters)    2826.48  (feet)  COMP
 CY0746  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 CY0746
 CY0746  HORZ ORDER  -  SECOND
 CY0746  VERT ORDER  -  FIRST     CLASS II
 CY0746
 CY0746.The horizontal coordinates were established by classical geodetic methods
 CY0746.and adjusted by the National Geodetic Survey in August 1993.
 CY0746
 CY0746.The orthometric height was determined by differential leveling
 CY0746.and adjusted in June 1991.
 CY0746
 CY0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0746
 CY0746.The geoid height was determined by GEOID03.
 CY0746
 CY0746.The dynamic height is computed by dividing the NAVD 88
 CY0746.geopotential number by the normal gravity value computed on the
 CY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0746.degrees latitude (g = 980.6199 gals.).
 CY0746
 CY0746.The modeled gravity was interpolated from observed gravity values.
 CY0746
 CY0746;                    North         East     Units Scale Factor Converg.
 CY0746;SPC AZ E     -   221,283.863   233,901.265   MT  0.99990520   +0 07 10.9
 CY0746;SPC AZ E     -   725,996.93    767,392.60   iFT  0.99990520   +0 07 10.9
 CY0746;UTM  12      - 3,651,290.406   598,387.755   MT  0.99971935   +0 34 24.8
 CY0746
 CY0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0746!SPC AZ E     -   0.99986883  x   0.99990520  =   0.99977404
 CY0746!UTM  12      -   0.99986883  x   0.99971935  =   0.99958822
 CY0746
 CY0746                          SUPERSEDED SURVEY CONTROL
 CY0746
 CY0746  NAD 83(1986)-  32 59 44.11669(N)    109 56 48.67243(W) AD(       ) 2
 CY0746  NGVD 29 (06/21/91)  862.01   (m)         2828.1    (f) LEVELING    3  
 CY0746
 CY0746.Superseded values are not recommended for survey control.
 CY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0746.See file dsdata.txt to determine how the superseded data were derived.
 CY0746
 CY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9838851290(NAD 83)
 CY0746_MARKER: DR = REFERENCE MARK DISK
 CY0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0746_SP_SET: CONCRETE POST
 CY0746_STAMPING: BLACK NO 2 1945
 CY0746_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0746+STABILITY: SURFACE MOTION
 CY0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0746+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CY0746
 CY0746  HISTORY     - Date     Condition        Report By
 CY0746  HISTORY     - 1945     MONUMENTED       CGS
 CY0746  HISTORY     - 1979     GOOD             NGS
 CY0746  HISTORY     - 20081009 GOOD             GEOCAC
 CY0746
 CY0746                          STATION DESCRIPTION
 CY0746
 CY0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0746'3.5 MI SE FROM FT THOMAS.
 CY0746'3.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0746'FT. THOMAS, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD TO THE TOP OF A
 CY0746'MESA, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD THROUGH THE ASHURST
 CY0746'CEMETERY AND PAST A MICROWAVE TOWER, 48 FEET WEST OF BLACK RM 1 AND
 CY0746'37 FEET SOUTHWEST OF TRIANGULATION STATION BLACK.
 CY0746'THE MARK IS 36 FT  SW FROM A WITNESS POST.
 CY0746'THE MARK IS 100 FT ABOVE THE HIGHWAY.
 CY0746
 CY0746                          STATION RECOVERY (2008)
 CY0746
 CY0746'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5779 ***********************************************************************
 DH5779  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5779  DESIGNATION -  BLACK TAIL
 DH5779  PID         -  DH5779
 DH5779  STATE/COUNTY-  AZ/COCHISE
 DH5779  USGS QUAD   -  COCHISE STRONGHOLD (1985)
 DH5779
 DH5779                         *CURRENT SURVEY CONTROL
 DH5779  ___________________________________________________________________
 DH5779* NAD 83(2007)-  31 59 31.50307(N)    109 56 15.61823(W)     ADJUSTED  
 DH5779* NAVD 88     -      1364.23   (meters)    4475.8    (feet)  GPS OBS   
 DH5779  ___________________________________________________________________
 DH5779  EPOCH DATE  -        2007.00
 DH5779  X           -  -1,846,726.723 (meters)                     COMP
 DH5779  Y           -  -5,091,065.075 (meters)                     COMP
 DH5779  Z           -   3,360,395.352 (meters)                     COMP
 DH5779  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DH5779  ELLIP HEIGHT-        1336.974 (meters)          (02/10/07) ADJUSTED
 DH5779  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DH5779
 DH5779  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5779  Type    PID    Designation                      North   East  Ellip
 DH5779  -------------------------------------------------------------------
 DH5779  NETWORK DH5779 BLACK TAIL                        0.80   0.67   2.39
 DH5779  -------------------------------------------------------------------
 DH5779
 DH5779.The horizontal coordinates were established by GPS observations
 DH5779.and adjusted by the National Geodetic Survey in February 2007.
 DH5779
 DH5779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5779.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5779.The horizontal coordinates are valid at the epoch date displayed above.
 DH5779.The epoch date for horizontal control is a decimal equivalence
 DH5779.of Year/Month/Day.
 DH5779
 DH5779.The orthometric height was determined by GPS observations and a
 DH5779.high-resolution geoid model.
 DH5779.The orthometric height was determined by GPS observations and a
 DH5779.high-resolution geoid model using precise GPS observation and
 DH5779.processing techniques.
 DH5779
 DH5779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5779
 DH5779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5779
 DH5779.The ellipsoidal height was determined by GPS observations
 DH5779.and is referenced to NAD 83.
 DH5779
 DH5779.The geoid height was determined by GEOID03.
 DH5779
 DH5779;                    North         East     Units Scale Factor Converg.
 DH5779;SPC AZ E     -   110,012.261   234,998.171   MT  0.99990577   +0 07 16.8
 DH5779;SPC AZ E     -   360,932.61    770,991.37   iFT  0.99990577   +0 07 16.8
 DH5779;UTM  12      - 3,540,051.214   600,353.744   MT  0.99972420   +0 33 46.3
 DH5779
 DH5779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5779!SPC AZ E     -   0.99979012  x   0.99990577  =   0.99969590
 DH5779!UTM  12      -   0.99979012  x   0.99972420  =   0.99951437
 DH5779
 DH5779                          SUPERSEDED SURVEY CONTROL
 DH5779
 DH5779  NAD 83(1992)-  31 59 31.50271(N)    109 56 15.61728(W) AD(       ) B
 DH5779  ELLIP H (08/22/05) 1336.992  (m)                       GP(       ) 4 2
 DH5779
 DH5779.Superseded values are not recommended for survey control.
 DH5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5779.See file dsdata.txt to determine how the superseded data were derived.
 DH5779
 DH5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0035440051(NAD 83)
 DH5779_MARKER: DD = SURVEY DISK
 DH5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5779_STAMPING: BLACK TAIL 2004
 DH5779_MARK LOGO: AZ-003
 DH5779_PROJECTION: FLUSH
 DH5779_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5779+STABILITY: SURFACE MOTION
 DH5779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5779+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5779
 DH5779  HISTORY     - Date     Condition        Report By
 DH5779  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5779
 DH5779                          STATION DESCRIPTION
 DH5779
 DH5779'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5779'FROM EXIT 340 IN WILLCOX, AZ TRAVEL WEST ON INTERSTATE 10 FOR 8.7
 DH5779'MILES TO EXIT 331, GET OFF AT EXIT 331 AND TRAVEL SOUTH ON HIGHWAY 191
 DH5779'FOR 18.0 MILES TO IRONWOOD ROAD. HEAD WEST ON IRONWOOD ROAD TO COCHISE
 DH5779'STRONGHOLD RD. HEAD NORTH ON COCHISE STRONGHOLD RD. TO W. DREAMCATCHER
 DH5779'WAY, GO WEST ON DREAMCATCHER WAY TO N. SLOPE ALONGWAY, TURN RIGHT AND
 DH5779'HEAD NORTH ON SLOPE ALONGWAY FOR APPROX. 1.2 MILES TO FENCE
 DH5779'INTERSECTION AND OPENING IN NORTH-SOUTH FENCE LINE, TAKE OPENING IN
 DH5779'FENCE AND TRAVEL WEST FOR APPROX. 300 FEET TO THE STATION LOCATED
 DH5779'APPROX. 100 FEET SOUTH OF EAST-WEST FENCE LINE.
 DH5779' 
 DH5779'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5779'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5779'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0919 ***********************************************************************
 DW0919  DESIGNATION -  BLACK TANK
 DW0919  PID         -  DW0919
 DW0919  STATE/COUNTY-  AZ/YUMA
 DW0919  USGS QUAD   -  ARCH TANK (1990)
 DW0919
 DW0919                         *CURRENT SURVEY CONTROL
 DW0919  ___________________________________________________________________
 DW0919* NAD 83(1992)-  33 11 08.90924(N)    114 13 16.32058(W)     ADJUSTED  
 DW0919* NAVD 88     -       948.2    (meters)    3111.     (feet)  VERTCON   
 DW0919  ___________________________________________________________________
 DW0919  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 DW0919  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DW0919  HORZ ORDER  -  SECOND
 DW0919
 DW0919.The horizontal coordinates were established by classical geodetic methods
 DW0919.and adjusted by the National Geodetic Survey in August 1993.
 DW0919
 DW0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0919
 DW0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0919
 DW0919.The geoid height was determined by GEOID03.
 DW0919
 DW0919;                    North         East     Units Scale Factor Converg.
 DW0919;SPC AZ W     -   242,463.715   169,420.092   MT  0.99995713   -0 15 28.5
 DW0919;SPC AZ W     -   795,484.63    555,840.20   iFT  0.99995713   -0 15 28.5
 DW0919;UTM  11      - 3,675,326.396   759,079.454   MT  1.00042766   +1 31 18.6
 DW0919
 DW0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0919!SPC AZ W     -   0.99985628  x   0.99995713  =   0.99981342
 DW0919!UTM  11      -   0.99985628  x   1.00042766  =   1.00028388
 DW0919
 DW0919|---------------------------------------------------------------------|
 DW0919| PID    Reference Object                     Distance      Geod. Az  |
 DW0919|                                                           dddmmss.s |
 DW0919| CE9807 BLACK TANK RM 1                       8.998 METERS 16037     |
 DW0919| DW0920 INDIAN                              APPROX. 5.4 KM 2553717.5 |
 DW0919| CE9808 BLACK TANK RM 2                       9.900 METERS 27023     |
 DW0919|---------------------------------------------------------------------|
 DW0919
 DW0919                          SUPERSEDED SURVEY CONTROL
 DW0919
 DW0919  NAD 83(1986)-  33 11 08.90809(N)    114 13 16.32571(W) AD(       ) 2
 DW0919  NAD 27      -  33 11 08.77700(N)    114 13 13.53400(W) AD(       ) 2
 DW0919  NGVD 29 (07/19/86)  947.4    (m)         3108.     (f) VERT ANG    3  
 DW0919
 DW0919.Superseded values are not recommended for survey control.
 DW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0919.See file dsdata.txt to determine how the superseded data were derived.
 DW0919
 DW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5907975326(NAD 83)
 DW0919_MARKER: DS = TRIANGULATION STATION DISK
 DW0919_SETTING: 66 = SET IN ROCK OUTCROP
 DW0919
 DW0919  HISTORY     - Date     Condition        Report By
 DW0919  HISTORY     - 1949     MONUMENTED       CGS
 DW0919
 DW0919                          STATION DESCRIPTION
 DW0919
 DW0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0919'THE STATION IS LOCATED ON A HIGH PEAK OF THE CASTLE DOME
 DW0919'MOUNTAINS, ABOUT 29 MILES AIR LINE SOUTH OF QUARTZSITE AND
 DW0919'ABOUT 8 MILES AIR LINE NORTH-NORTHWEST OF CASTLE DOME PEAK.
 DW0919'A HIGHER PEAK IS ABOUT 1 MILE AIR LINE SOUTH-SOUTHEAST.  THE
 DW0919'STATION IS LOCATED ABOUT 32 PACES EAST OF THE HIGHEST POINT, 9
 DW0919'FEET SOUTHEAST OF A LARGE CAIRN, PROJECTS 3 INCHES AND IS
 DW0919'STAMPED, BLACK TANK 1949.
 DW0919'
 DW0919'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0919'THE STATION, PROJECTS 3 INCHES AND IS STAMPED, BLACK TANK NO
 DW0919'1 1949.
 DW0919'
 DW0919'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0919'THE STATION, SET FLUSH WITH GROUND AND IS STAMPED, BLACK TANK
 DW0919'NO 2 1949.
 DW0919'
 DW0919'TRIANGULATION STATION INDIAN 1949 IS THE AZIMUTH.
 DW0919'
 DW0919'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 95 AND U.S.
 DW0919'HIGHWAY 80 IN YUMGO NORTH ON STATE HIGHWAY 95 FOR 25.0
 DW0919'MILES TO COUNTY WELL, CONTINUE NORTH FOR 24.7 MILES TO A TRACK
 DW0919'ROAD LEADING TO THE RIGHT.  TURN RIGHT (EAST) AND FOLLOW TRACK
 DW0919'ROAD FOR 1.2 MILES TO POWER LINE AND CROSSROAD.  CONTINUE
 DW0919'STRAIGHT AHEAD (EAST) FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT
 DW0919'FORK AND GO 0.4 MILE TO THE END OF TRUCK TRAVEL AT THE EDGE
 DW0919'OF WASH JUST OFF ROAD LOOP.  FROM THE END OF TRUCK TRAVEL THE
 DW0919'STATION IS NOT VISIBLE BUT IS IN BEARING ABOUT 105 DEGREES
 DW0919'TRUE.  THE HIGHEST VISIBLE PEAK IS IN BEARING 111 DEGREES TRUE.
 DW0919'FROM THE END OF TRUCK TRAVEL, PACK UP WASH AND IF IT APPEARS
 DW0919'TO FORK, KEEP THE RIGHT FORK AND CONTINUE UNTIL IT ENDS
 DW0919'AGAINST THE CLIFFS.  BEAR RIGHT AND GO UP A RIFT TOWARD THE
 DW0919'HIGHEST PEAK AS APPEARING FROM END OF TRUCK TRAVEL.  AT
 DW0919'THE TOP OF RIFT, BEAR TO THE LEFT, TO AGAIN GET IN THE WASH
 DW0919'ABOVE THE CLIFFS.  CONTINUE UP WASH UNTIL TOPPING OUT IN A
 DW0919'SADDLE TO THE SOUTHWARD OF THE STATION, BEAR LEFT ALONG THE
 DW0919'RIDGE TO THE HIGHEST POINT AND STATION.  A 3-HOUR PACK.
 DW0919'NOTE--THE POINT WHERE YOU TURN EAST OFF STATE HIGHWAY 95 IS
 DW0919'34.2 MILES SOUTH OF THE INTERSECTION OF STATE HIGHWAY 95
 DW0919'WITH U.S. HIGHWAY 60 AT QUARTZSITE.  WITH A 4 WHEEL
 DW0919'DRIVE VEHICLE, BY LEAVING ROAD 0.1 MILE BEFORE REACHING THE
 DW0919'END OF TRUCK TRAVEL, IT IS POSSIBLE TO DRIVE TO THE BASE OF
 DW0919'MOUNTAIN WHICH IS APPROXIMATELY 1 MILE CLOSER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1912 ***********************************************************************
 AI1912  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1912  DESIGNATION -  BLACKBURN
 AI1912  PID         -  AI1912
 AI1912  STATE/COUNTY-  AZ/YUMA
 AI1912  USGS QUAD   -  CEMENTOSA WASH (1990)
 AI1912
 AI1912                         *CURRENT SURVEY CONTROL
 AI1912  ___________________________________________________________________
 AI1912* NAD 83(2007)-  33 21 08.80520(N)    113 40 46.56246(W)     ADJUSTED  
 AI1912* NAVD 88     -       515.95   (meters)    1692.7    (feet)  GPS OBS   
 AI1912  ___________________________________________________________________
 AI1912  EPOCH DATE  -        2007.00
 AI1912  X           -  -2,142,045.317 (meters)                     COMP
 AI1912  Y           -  -4,884,439.707 (meters)                     COMP
 AI1912  Z           -   3,486,942.045 (meters)                     COMP
 AI1912  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AI1912  ELLIP HEIGHT-         484.474 (meters)          (02/10/07) ADJUSTED
 AI1912  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AI1912
 AI1912  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1912  Type    PID    Designation                      North   East  Ellip
 AI1912  -------------------------------------------------------------------
 AI1912  NETWORK AI1912 BLACKBURN                         0.41   0.39   0.88
 AI1912  -------------------------------------------------------------------
 AI1912
 AI1912.The horizontal coordinates were established by GPS observations
 AI1912.and adjusted by the National Geodetic Survey in February 2007.
 AI1912
 AI1912.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1912.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1912.The horizontal coordinates are valid at the epoch date displayed above.
 AI1912.The epoch date for horizontal control is a decimal equivalence
 AI1912.of Year/Month/Day.
 AI1912
 AI1912.The orthometric height was determined by GPS observations and a
 AI1912.high-resolution geoid model.
 AI1912.The orthometric height was determined by GPS observations and a
 AI1912.high-resolution geoid model using precise GPS observation and
 AI1912.processing techniques.
 AI1912
 AI1912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1912
 AI1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1912
 AI1912.The ellipsoidal height was determined by GPS observations
 AI1912.and is referenced to NAD 83.
 AI1912
 AI1912.The geoid height was determined by GEOID03.
 AI1912
 AI1912;                    North         East     Units Scale Factor Converg.
 AI1912;SPC AZ W     -   260,847.469   219,912.324   MT  0.99993386   +0 02 19.3
 AI1912;SPC AZ W     -   855,798.78    721,497.13   iFT  0.99993386   +0 02 19.3
 AI1912;UTM  12      - 3,693,567.385   250,646.608   MT  1.00036665   -1 28 26.3
 AI1912
 AI1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1912!SPC AZ W     -   0.99992395  x   0.99993386  =   0.99985781
 AI1912!UTM  12      -   0.99992395  x   1.00036665  =   1.00029057
 AI1912
 AI1912                          SUPERSEDED SURVEY CONTROL
 AI1912
 AI1912  NAD 83(1992)-  33 21 08.80415(N)    113 40 46.56229(W) AD(       ) A
 AI1912  ELLIP H (09/30/99)  484.504  (m)                       GP(       ) 3 1
 AI1912
 AI1912.Superseded values are not recommended for survey control.
 AI1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1912.See file dsdata.txt to determine how the superseded data were derived.
 AI1912
 AI1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5064793567(NAD 83)
 AI1912_MARKER: DD = SURVEY DISK
 AI1912_SETTING: 66 = SET IN ROCK OUTCROP
 AI1912_STAMPING: BLACKBURN 1999
 AI1912_MARK LOGO: MCDOT 
 AI1912_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1912+STABILITY: POSITION/ELEVATION WELL
 AI1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1912+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 AI1912
 AI1912  HISTORY     - Date     Condition        Report By
 AI1912  HISTORY     - 1999     MONUMENTED       AZ-013
 AI1912  HISTORY     - 20000504 GOOD             MCDOT
 AI1912
 AI1912                          STATION DESCRIPTION
 AI1912
 AI1912'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999 (BD)
 AI1912'THE STATION IS LOCATED ABOUT 95 MI (152.9 KM) WEST-SOUTHWEST OF
 AI1912'CENTRAL PHOENIX, 20 MI (32.2 KM) WEST OF THE MARICOPA-YUMA COUNTY LINE
 AI1912'AND 2 MI (3.2 KM) SOUTH OF THE LA PAZ-YUMA COUNTY LINE.
 AI1912'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI1912'INTERSTATE HIGHWAY 10 AND HOVATTER ROAD (EXIT 53), GO SOUTH FOR 0.5 MI
 AI1912'(0.8 KM) ON HOVATTER ROAD TO A WARNING SIGN (RIGHT TURN ONLY). TURN
 AI1912'RIGHT AND GO 0.1 MI (0.2 KM) ON HOVATTER ROAD TO A GRAVEL ROAD LEFT.
 AI1912'TURN LEFT AND GO SOUTH FOR 2.7 MI (4.3 KM) ON THE GRAVEL ROAD TO A
 AI1912'CATTLE GUARD WITH COWBOY GATE.  NOTE--ENTERING OPEN RANGE.  CLOSE GATE
 AI1912'AFTER ENTERING AND DRIVE WITH CAUTION.  PASS THROUGH GATE AND CONTINUE
 AI1912'FOR 7.1 MI (11.4 KM) ON THE GRAVEL ROAD TO A FORK AND STOP SIGN.  BEAR
 AI1912'LEFT AND GO SOUTHEAST FOR 9.0 MI (14.5 KM) TO THE LA PAZ-YUMA COUNTY
 AI1912'LINE AT THE CREST OF A HILL.  CONTINUE AHEAD FOR 1.8 MI (2.9 KM) TO A
 AI1912'75 FT (22.9 M) HIGH BUTTE ON THE LEFT AND END OF TRUCK TRAVEL.  PACK
 AI1912'EAST FOR ABOUT 800 FT (243.8 M) TO THE TOP OF THE BUTTE AND THE
 AI1912'STATION.  THE STATION IS A BRASS DISK SET IN BEDROCK. LOCATED 8 FT
 AI1912'(2.4 M) NORTH FROM A SMALL ROCK CAIRN.
 AI1912
 AI1912                          STATION RECOVERY (2000)
 AI1912
 AI1912'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI1912'RECOVERED AS DESCRIBED
 AI1912'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AI1912'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2265 ***********************************************************************
 DV2265  DESIGNATION -  BLACKCAT
 DV2265  PID         -  DV2265
 DV2265  STATE/COUNTY-  AZ/MARICOPA
 DV2265  USGS QUAD   -  HOPE (1990)
 DV2265
 DV2265                         *CURRENT SURVEY CONTROL
 DV2265  ___________________________________________________________________
 DV2265* NAD 83(1992)-  33 44 49.13734(N)    113 40 39.45931(W)     ADJUSTED  
 DV2265* NAVD 88     -       657.0    (meters)    2156.     (feet)  VERTCON   
 DV2265  ___________________________________________________________________
 DV2265  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DV2265  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV2265  HORZ ORDER  -  SECOND
 DV2265
 DV2265.The horizontal coordinates were established by classical geodetic methods
 DV2265.and adjusted by the National Geodetic Survey in August 1993.
 DV2265
 DV2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2265
 DV2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2265
 DV2265.The geoid height was determined by GEOID03.
 DV2265
 DV2265;                    North         East     Units Scale Factor Converg.
 DV2265;SPC AZ C     -   305,985.092    50,199.651   MT  1.00022809   -0 58 42.5
 DV2265;SPC AZ C     - 1,003,888.10    164,697.02   iFT  1.00022809   -0 58 42.5
 DV2265;SPC AZ W     -   304,604.446   220,065.422   MT  0.99993389   +0 02 24.7
 DV2265;SPC AZ W     -   999,358.42    721,999.42   iFT  0.99993389   +0 02 24.7
 DV2265;UTM  12      - 3,737,323.643   251,961.345   MT  1.00035852   -1 29 17.7
 DV2265
 DV2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2265!SPC AZ C     -   0.99990171  x   1.00022809  =   1.00012978
 DV2265!SPC AZ W     -   0.99990171  x   0.99993389  =   0.99983561
 DV2265!UTM  12      -   0.99990171  x   1.00035852  =   1.00026019
 DV2265
 DV2265|---------------------------------------------------------------------|
 DV2265| PID    Reference Object                     Distance      Geod. Az  |
 DV2265|                                                           dddmmss.s |
 DV2265| CS6616 BLACKCAT RM 1                         9.099 METERS 14654     |
 DV2265| CS6617 BLACKCAT RM 2                         6.540 METERS 27705     |
 DV2265|---------------------------------------------------------------------|
 DV2265
 DV2265                          SUPERSEDED SURVEY CONTROL
 DV2265
 DV2265  NAD 83(1986)-  33 44 49.13182(N)    113 40 39.46986(W) AD(       ) 2
 DV2265  NGVD 29 (11/27/91)  656.3    (m)         2153.     (f) VERT ANG    3  
 DV2265
 DV2265.Superseded values are not recommended for survey control.
 DV2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2265.See file dsdata.txt to determine how the superseded data were derived.
 DV2265
 DV2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5196137324(NAD 83)
 DV2265_MARKER: DS = TRIANGULATION STATION DISK
 DV2265_SETTING: 66 = SET IN ROCK OUTCROP
 DV2265_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2265+STABILITY: POSITION/ELEVATION WELL
 DV2265
 DV2265  HISTORY     - Date     Condition        Report By
 DV2265  HISTORY     - 1985     MONUMENTED       AZDT
 DV2265
 DV2265                          STATION DESCRIPTION
 DV2265
 DV2265'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2265'THE STATION IS LOCATED ON A LONE ROCKY RIDGE 4-1/2 MILES SOUTHWEST OF
 DV2265'SALOME AND ABOUT 2-1/4 MILES NORTHEAST OF HOPE.  IT IS ABOUT 1000 FEET
 DV2265'WEST OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD.
 DV2265'
 DV2265'THE STATION MARK IS AN AZDT DISK STAMPED---BLACKCAT 1985---.  IT IS
 DV2265'SET IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS 12 FEET EAST OF THE
 DV2265'WITNESS POST.
 DV2265'
 DV2265'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLACKCAT RM 1 1985---.  IT
 DV2265'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2265'
 DV2265'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLACKCAT RM 2 1985---.  IT
 DV2265'IS SET IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS 5 FEET ABOVE THE
 DV2265'STATION.
 DV2265'
 DV2265'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL SOUTHWEST
 DV2265'ALONG U.S. HIGHWAY 60 FOR 5.0 MILES TO A BLADED ROAD ON THE RIGHT AT
 DV2265'MILE POST 52.4.  TURN RIGHT AND PASS THROUGH A GATE AND TRAVEL WEST
 DV2265'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK WEST FOR 0.1 MILE TO A
 DV2265'SIDE ROAD RIGHT.  TURN RIGHT AND TRAVEL NORTH FOR 0.25 MILE TO THE
 DV2265'RAILROAD.  CROSS THE RAILROAD AND TRAVEL NORTH FOR 0.15 MILE TO A SIDE
 DV2265'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL NORTHWEST 0.15 MILE TO THE END
 DV2265'OF TRUCK TRAVEL.  PACK NORTHEAST TO THE STATION ON A SHELF ABOUT 75
 DV2265'FEET LOWER THAN THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2270 ***********************************************************************
 DU2270  DESIGNATION -  BLACKHAWK BUTTE
 DU2270  PID         -  DU2270
 DU2270  STATE/COUNTY-  AZ/GILA
 DU2270  USGS QUAD   -  GLOBE (1982)
 DU2270
 DU2270                         *CURRENT SURVEY CONTROL
 DU2270  ___________________________________________________________________
 DU2270* NAD 83(1992)-  33 26 13.97952(N)    110 46 00.28497(W)     ADJUSTED  
 DU2270* NAVD 88     -      1461.6    (meters)    4795.     (feet)  VERTCON   
 DU2270  ___________________________________________________________________
 DU2270  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 DU2270  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DU2270  HORZ ORDER  -  THIRD
 DU2270
 DU2270.The horizontal coordinates were established by classical geodetic methods
 DU2270.and adjusted by the National Geodetic Survey in August 1993.
 DU2270
 DU2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2270
 DU2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2270
 DU2270.The geoid height was determined by GEOID03.
 DU2270
 DU2270;                    North         East     Units Scale Factor Converg.
 DU2270;SPC AZ E     -   270,398.664   157,564.074   MT  0.99993837   -0 19 50.4
 DU2270;SPC AZ E     -   887,134.72    516,942.50   iFT  0.99993837   -0 19 50.4
 DU2270;UTM  12      - 3,699,782.833   521,681.553   MT  0.99960580   +0 07 42.7
 DU2270
 DU2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2270!SPC AZ E     -   0.99977485  x   0.99993837  =   0.99971324
 DU2270!UTM  12      -   0.99977485  x   0.99960580  =   0.99938074
 DU2270
 DU2270                          SUPERSEDED SURVEY CONTROL
 DU2270
 DU2270  NAD 83(1986)-  33 26 13.97921(N)    110 46 00.28645(W) AD(       ) 3
 DU2270  NGVD 29 (04/26/91) 1461.0    (m)         4793.     (f) VERT ANG    3  
 DU2270
 DU2270.Superseded values are not recommended for survey control.
 DU2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2270.See file dsdata.txt to determine how the superseded data were derived.
 DU2270
 DU2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2168299783(NAD 83)
 DU2270_MARKER: DD = SURVEY DISK
 DU2270_SETTING: 66 = SET IN ROCK OUTCROP
 DU2270_SP_SET: SET IN ROCK OUTCROP
 DU2270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2270+STABILITY: POSITION/ELEVATION WELL
 DU2270
 DU2270  HISTORY     - Date     Condition        Report By
 DU2270  HISTORY     - 1899     MONUMENTED       USGS
 DU2270  HISTORY     - 1901     GOOD             USGS
 DU2270  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DU2270
 DU2270                          STATION DESCRIPTION
 DU2270
 DU2270'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2270'LOCATED ABOUT 3 MI N. OF GLOBE, ABOUT 1 MI N. OF GUBRIGHT AND
 DU2270'GRAY MINES.  ON SHARP PEAK.  SUMMIT OF PEAK IS MASS OF ANGULAR
 DU2270'ROCKS.  BROKEN MASS SLOPES NE. AND FORMS DARK BLACK CAP TO PEAK.
 DU2270'
 DU2270'TO REACH NOT GIVEN.
 DU2270'
 DU2270'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN ONE OF
 DU2270'LARGEST MASSES OF ROCK OVER WHICH ROCK CAIRN 6 FT HIGH WAS BUILT.
 DU2270'
 DU2270'RMS--NONE SET.
 DU2270
 DU2270                          STATION RECOVERY (1901)
 DU2270
 DU2270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1901
 DU2270'RECOVERED IN GOOD CONDITION.
 DU2270
 DU2270                          STATION RECOVERY (2006)
 DU2270
 DU2270'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1034 ***********************************************************************
 ET1034  DESIGNATION -  BLACKIE
 ET1034  PID         -  ET1034
 ET1034  STATE/COUNTY-  AZ/YAVAPAI
 ET1034  USGS QUAD   -  DATE CREEK RANCH (1967)
 ET1034
 ET1034                         *CURRENT SURVEY CONTROL
 ET1034  ___________________________________________________________________
 ET1034* NAD 83(1992)-  34 11 14.20119(N)    113 06 39.32409(W)     ADJUSTED  
 ET1034* NAVD 88     -      1084.7    (meters)    3559.     (feet)  VERTCON   
 ET1034  ___________________________________________________________________
 ET1034  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 ET1034  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET1034  HORZ ORDER  -  SECOND
 ET1034
 ET1034.The horizontal coordinates were established by classical geodetic methods
 ET1034.and adjusted by the National Geodetic Survey in August 1993.
 ET1034
 ET1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1034
 ET1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1034
 ET1034.The geoid height was determined by GEOID03.
 ET1034
 ET1034;                    North         East     Units Scale Factor Converg.
 ET1034;SPC AZ C     -   354,070.115   103,279.614   MT  1.00004933   -0 40 16.0
 ET1034;SPC AZ C     - 1,161,647.36    338,843.88   iFT  1.00004933   -0 40 16.0
 ET1034;UTM  12      - 3,784,935.393   305,473.298   MT  1.00006647   -1 11 11.4
 ET1034
 ET1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1034!SPC AZ C     -   0.99983436  x   1.00004933  =   0.99988369
 ET1034!UTM  12      -   0.99983436  x   1.00006647  =   0.99990082
 ET1034
 ET1034|---------------------------------------------------------------------|
 ET1034| PID    Reference Object                     Distance      Geod. Az  |
 ET1034|                                                           dddmmss.s |
 ET1034| CH2751 BLACKIE RM 1                          5.346 METERS 03101     |
 ET1034| CH4466 T10N R8W SECS 28 29 1/4 COR                        1390402.8 |
 ET1034| CH2752 BLACKIE RM 2                          4.624 METERS 25700     |
 ET1034| CH2339 T10N R8W SECS 19 30 1/4 COR                        2691746.2 |
 ET1034|---------------------------------------------------------------------|
 ET1034
 ET1034                          SUPERSEDED SURVEY CONTROL
 ET1034
 ET1034  NAD 83(1986)-  34 11 14.20039(N)    113 06 39.32799(W) AD(       ) 2
 ET1034  NAD 27      -  34 11 14.11400(N)    113 06 36.63600(W) AD(       ) 2
 ET1034  NGVD 29 (07/19/86) 1084.0    (m)         3556.     (f) VERT ANG    3  
 ET1034
 ET1034.Superseded values are not recommended for survey control.
 ET1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1034.See file dsdata.txt to determine how the superseded data were derived.
 ET1034
 ET1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0547384935(NAD 83)
 ET1034_MARKER: DS = TRIANGULATION STATION DISK
 ET1034_SETTING: 80 = SET IN A BOULDER
 ET1034_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET1034
 ET1034  HISTORY     - Date     Condition        Report By
 ET1034  HISTORY     - 1944     MONUMENTED       CGS
 ET1034  HISTORY     - 1955     GOOD             CGS
 ET1034  HISTORY     - 1967     GOOD             USGS
 ET1034  HISTORY     - 1968     GOOD             AMS
 ET1034  HISTORY     - 1969     GOOD             USGS
 ET1034  HISTORY     - 1980     GOOD             AZDT
 ET1034
 ET1034                          STATION DESCRIPTION
 ET1034
 ET1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1034'STATION IS ABOUT 17 MILES (AIR LINE) NNE OF AGUILA, ABOUT 15
 ET1034'MILES W OF CONGRESS JUNCTION, ON THE HIGHEST AND MIDDLE PART OF
 ET1034'A HORSESHOE-SHAPED RIDGE THAT FORMS THE LONE PEAK KNOWN LOCALLY
 ET1034'AS BLACK MOUNTAIN.
 ET1034'
 ET1034'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 ET1034'A BOULDER ABOUT LEVEL WITH OTHER ROCKS IN THE VICINITY AND IS
 ET1034'STAMPED BLACKIE 1944.  IT IS LOCATED 6-1/2 FEET E OF AND ABOUT
 ET1034'2-1/2 FEET LOWER THAN THE HIGHEST POINT ON THE HILL.
 ET1034'
 ET1034'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET1034'IN A BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND AND IS
 ET1034'STAMPED BLACKIE NO 1 1944.  IT IS ABOUT 2 FEET HIGHER IN
 ET1034'ELEVATION THAN THE STATION MARK.
 ET1034'
 ET1034'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET1034'IN A BOULDER PROJECTING ABOUT 2-1/2 FEET ABOVE THE GROUND AND
 ET1034'IS STAMPED BLACKIE NO 2 1944.  IT IS ABOUT 1 FOOT HIGHER IN
 ET1034'ELEVATION THAN THE STATION MARK.
 ET1034'
 ET1034'AZIMUTH MARK IS A STANDARD G.L.O. BRASS-CAPPED 1-INCH PIPE
 ET1034'PROJECTING 13 INCHES ABOVE THE GROUND AND IS STAMPED 1/4 S19 S30
 ET1034'1919.  IT IS 16 FEET E OF THE CENTER LINE OF TRACK ROAD AND 1
 ET1034'FOOT S OF A 4- BY 4-INCH WHITE WITNESS POST AND ROCK CAIRN.
 ET1034'
 ET1034'TO REACH STATION FROM THE POST OFFICE IN CONGRESS JUNCTION, GO
 ET1034'W ON STATE HIGHWAY 71 FOR 1.6 MILES TO A FORK.  TURN RIGHT, OFF
 ET1034'STATE HIGHWAY 71, AND FOLLOW GOOD GRAVEL ROAD FOR 8.8 MILES TO
 ET1034'ROADS RIGHT AND LEFT.  CONTINUE STRAIGHT AHEAD FOR 5.1 MILES,
 ET1034'KEEP RIGHT FORK AND CONTINUE 0.9 MILE TO A TRACK ROAD FORKING TO
 ET1034'THE RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD 0.9 MILE TO THE
 ET1034'AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.4 MILE N, THEN TURN
 ET1034'RIGHT OFF THE ROAD AND GO E ACROSS COUNTRY FOR 0.5 MILE.  FROM
 ET1034'HERE PACK E ABOUT 1/2 MILE TO THE HIGHEST POINT AND THE
 ET1034'STATION.
 ET1034'
 ET1034'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 ET1034
 ET1034                          STATION RECOVERY (1955)
 ET1034
 ET1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1034'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 ET1034'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 ET1034'ADEQUATE.
 ET1034
 ET1034                          STATION RECOVERY (1967)
 ET1034
 ET1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ET1034'ALL MARKS RECOVERED IN GOOD CONDITION.
 ET1034
 ET1034                          STATION RECOVERY (1968)
 ET1034
 ET1034'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ET1034'THE STATION MARK, R.M.S NO 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 ET1034'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION IS
 ET1034'ADEQUATE.
 ET1034
 ET1034                          STATION RECOVERY (1969)
 ET1034
 ET1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET1034'ALL MARKS IN GOOD CONDITION.
 ET1034'
 ET1034'REACHED BY HELICOPTER.  TO REACH DESCRIPTION IS ADEQUATE.
 ET1034
 ET1034                          STATION RECOVERY (1980)
 ET1034
 ET1034'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1034'THE STATION MARK AND REFERENCE MARKS 1 AND 2 AND THE GLO AZIMUTN MARK
 ET1034'WERE RECOVERED AS DESCRIBED IN 1944.  A NEW ROUTE TO THE STATION
 ET1034'FOLLOWS.
 ET1034'
 ET1034'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60 AND 93 IN
 ET1034'WICKENBURG TRAVEL NORTHWEST ON US HIGHWAY 93 FOR 20.65 MILE TO ALAMO
 ET1034'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL WESTERLY FOR 5.35 MILES TO A
 ET1034'TRAIL ON THE RIGHT, TURN RIGHT AND TRAVEL NORTH WESTERLY FOR 0.4 MILE
 ET1034'TO A CROSS TRAIL, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO END OF
 ET1034'TRUCK TRAVEL.  THE  STATION IS ON TOP OF THE HIGHTEST POINT OF A U
 ET1034'SHAPPED RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6867 ***********************************************************************
 DH6867  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6867  DESIGNATION -  BLACKROCK
 DH6867  PID         -  DH6867
 DH6867  STATE/COUNTY-  AZ/GILA
 DH6867  USGS QUAD   -  PINAL RANCH (1979)
 DH6867
 DH6867                         *CURRENT SURVEY CONTROL
 DH6867  ___________________________________________________________________
 DH6867* NAD 83(2007)-  33 18 20.05426(N)    110 55 46.04188(W)     ADJUSTED  
 DH6867* NAVD 88     -      1386.62   (meters)    4549.3    (feet)  GPS OBS   
 DH6867  ___________________________________________________________________
 DH6867  EPOCH DATE  -        2007.00
 DH6867  X           -  -1,906,501.213 (meters)                     COMP
 DH6867  Y           -  -4,984,941.739 (meters)                     COMP
 DH6867  Z           -   3,483,078.007 (meters)                     COMP
 DH6867  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 DH6867  ELLIP HEIGHT-        1358.931 (meters)          (02/10/07) ADJUSTED
 DH6867  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DH6867
 DH6867  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6867  Type    PID    Designation                      North   East  Ellip
 DH6867  -------------------------------------------------------------------
 DH6867  NETWORK DH6867 BLACKROCK                         0.53   0.51   1.67
 DH6867  -------------------------------------------------------------------
 DH6867
 DH6867.The horizontal coordinates were established by GPS observations
 DH6867.and adjusted by the National Geodetic Survey in February 2007.
 DH6867
 DH6867.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6867.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6867.The horizontal coordinates are valid at the epoch date displayed above.
 DH6867.The epoch date for horizontal control is a decimal equivalence
 DH6867.of Year/Month/Day.
 DH6867
 DH6867.The orthometric height was determined by GPS observations and a
 DH6867.high-resolution geoid model.
 DH6867.The orthometric height was determined by GPS observations and a
 DH6867.high-resolution geoid model using precise GPS observation and
 DH6867.processing techniques.
 DH6867
 DH6867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6867
 DH6867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6867
 DH6867.The ellipsoidal height was determined by GPS observations
 DH6867.and is referenced to NAD 83.
 DH6867
 DH6867.The geoid height was determined by GEOID03.
 DH6867
 DH6867;                    North         East     Units Scale Factor Converg.
 DH6867;SPC AZ E     -   255,897.773   142,327.881   MT  0.99996219   -0 25 07.9
 DH6867;SPC AZ E     -   839,559.62    466,954.99   iFT  0.99996219   -0 25 07.9
 DH6867;UTM  12      - 3,685,165.584   506,567.110   MT  0.99960053   +0 02 19.4
 DH6867
 DH6867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6867!SPC AZ E     -   0.99978670  x   0.99996219  =   0.99974890
 DH6867!UTM  12      -   0.99978670  x   0.99960053  =   0.99938731
 DH6867
 DH6867                          SUPERSEDED SURVEY CONTROL
 DH6867
 DH6867  NAD 83(1992)-  33 18 20.05407(N)    110 55 46.04153(W) AD(       ) B
 DH6867  ELLIP H (08/22/05) 1358.939  (m)                       GP(       ) 4 2
 DH6867
 DH6867.Superseded values are not recommended for survey control.
 DH6867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6867.See file dsdata.txt to determine how the superseded data were derived.
 DH6867
 DH6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0656785166(NAD 83)
 DH6867_MARKER: DD = SURVEY DISK
 DH6867_SETTING: 66 = SET IN ROCK OUTCROP
 DH6867_STAMPING: BLOCKROCK 2004 NGS
 DH6867_MARK LOGO: AZ-007
 DH6867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6867+STABILITY: POSITION/ELEVATION WELL
 DH6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6867+SATELLITE: SATELLITE OBSERVATIONS - 2004  01
 DH6867
 DH6867  HISTORY     - Date     Condition        Report By
 DH6867  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6867
 DH6867                          STATION DESCRIPTION
 DH6867
 DH6867'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6867'STARTING AT THE INSTERSECTION OF US-60 AND SR-188. PROCEED WEST ON
 DH6867'US-60 7.4 MILES TO ROAD HEADING SOUTH (FOREST SERVICE 349) PROCEED
 DH6867'SOUTH ON FS 349 TOWARD MF RANCH 1.9 MILES. TURN LEFT AT TEE AND
 DH6867'CONTINUE SOUTHWEST 3.5 MILES TO SECOND TEE. HEAD WEST ON FS 349 1.7
 DH6867'MILES TO FS 2. PROCEED SOUTH ON FS 2 FOR 2.3 MILES TO POINT WHERE FS 2
 DH6867'CURVES BACK TO NORTHWEST AND FS UNKNOWN HEADS SOUTH. TAKE FS UNKNOWN
 DH6867'SOUTH TO KNOB 300 FT AHEAD. MONUMENT IS BRASS CAP IN ROCK OUTCROP AT
 DH6867'TOP OF KNOB. MONUMENT IS 5 FT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1789 ***********************************************************************
 DU1789  DESIGNATION -  BLACKY
 DU1789  PID         -  DU1789
 DU1789  STATE/COUNTY-  AZ/MARICOPA
 DU1789  USGS QUAD   -  BOULDER MTN (1964)
 DU1789
 DU1789                         *CURRENT SURVEY CONTROL
 DU1789  ___________________________________________________________________
 DU1789* NAD 83(1992)-  33 49 30.31135(N)    111 28 58.99725(W)     ADJUSTED  
 DU1789* NAVD 88     -      1123.9    (meters)    3687.     (feet)  VERTCON   
 DU1789  ___________________________________________________________________
 DU1789  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 DU1789  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DU1789  HORZ ORDER  -  SECOND
 DU1789
 DU1789.The horizontal coordinates were established by classical geodetic methods
 DU1789.and adjusted by the National Geodetic Survey in August 1993.
 DU1789
 DU1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1789
 DU1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1789
 DU1789.The geoid height was determined by GEOID03.
 DU1789
 DU1789;                    North         East     Units Scale Factor Converg.
 DU1789;SPC AZ C     -   313,338.787   253,497.194   MT  0.99991985   +0 14 29.0
 DU1789;SPC AZ C     - 1,028,014.39    831,683.71   iFT  0.99991985   +0 14 29.0
 DU1789;UTM  12      - 3,742,867.084   455,299.509   MT  0.99962463   -0 16 08.0
 DU1789
 DU1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1789!SPC AZ C     -   0.99982797  x   0.99991985  =   0.99974784
 DU1789!UTM  12      -   0.99982797  x   0.99962463  =   0.99945267
 DU1789
 DU1789:                Primary Azimuth Mark                     Grid Az
 DU1789:SPC AZ C     -  SUN                                      013 46 34.8
 DU1789:UTM  12      -  SUN                                      014 17 11.8
 DU1789
 DU1789|---------------------------------------------------------------------|
 DU1789| PID    Reference Object                     Distance      Geod. Az  |
 DU1789|                                                           dddmmss.s |
 DU1789| DU2037 SUN                                 APPROX. 2.7 KM 0140103.8 |
 DU1789| DU1804 BLACKY RM 1                          10.867 METERS 01829     |
 DU1789| DU1805 BLACKY RM 2                          11.353 METERS 15139     |
 DU1789|---------------------------------------------------------------------|
 DU1789
 DU1789                          SUPERSEDED SURVEY CONTROL
 DU1789
 DU1789  NAD 83(1986)-  33 49 30.30366(N)    111 28 58.99869(W) AD(       ) 2
 DU1789  NGVD 29 (07/10/87) 1123.2    (m)         3685.     (f) VERT ANG    3  
 DU1789
 DU1789.Superseded values are not recommended for survey control.
 DU1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1789.See file dsdata.txt to determine how the superseded data were derived.
 DU1789
 DU1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5530042867(NAD 83)
 DU1789_MARKER: DS = TRIANGULATION STATION DISK
 DU1789_SETTING: 80 = SET IN A BOULDER
 DU1789_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1789+STABILITY: SURFACE MOTION
 DU1789
 DU1789  HISTORY     - Date     Condition        Report By
 DU1789  HISTORY     - 1981     MONUMENTED       AZDT
 DU1789
 DU1789                          STATION DESCRIPTION
 DU1789
 DU1789'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1789'THE STATION IS LOCATED 3 MILES SOUTHWEST OF SUNFLOWER ON THE SOUTHEAST
 DU1789'END OF BLACK MESA ABOUT 2300 FEET WEST OF ARIZONA HIGHWAY 87.
 DU1789'
 DU1789'THE STATION MARK IS AN AZDT DISK STAMPED---BLACKY 1981---SET IN A
 DU1789'DRILL HOLE IN A BOULDER ALONG THE EAST EDGE OF MESA AND MARKED BY A
 DU1789'CAIRN.
 DU1789'
 DU1789'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLACKY RM 1 1981---SET
 DU1789'IN A DRILL HOLE IN A BOULDER.
 DU1789'
 DU1789'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLACKY RM 2 1981---SET
 DU1789'IN A DRILL HOLE IN A BOULDER.
 DU1789'
 DU1789'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1789'FEET TO SOUTH MCLANE ROAD, TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1789'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1789'32.55 MILES TO THE SECOND TURN OFF INTO SUNFLOWER, CONTINUE SOUTH ON
 DU1789'HIGHWAY 87 FOR 0.5 MILE TO A TRAIL ROAD ON RIGHT AT TOP OF A HILL.
 DU1789'TRAVEL SOUTH FOR 2.5 MILES TO A TRAFFIC PULLOUT ON THE LEFT AT THE
 DU1789'NORTH END OF A HIGHWAY CUT, CONTINUE AHEAD FOR 0.2 MILE TO A PULLOUT
 DU1789'ON RIGHT AND END OF TRUCK TRAVEL.  PACK WEST UP THE EAST SIDE OF THE
 DU1789'MESA TO THE TOP, THEN NORTHEAST ALONG THE TOP FOR ABOUT 500 FEET TO
 DU1789'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1973 ***********************************************************************
 DU1973  DESIGNATION -  BLAIR
 DU1973  PID         -  DU1973
 DU1973  STATE/COUNTY-  AZ/GILA
 DU1973  USGS QUAD   -  CUTTER (1979)
 DU1973
 DU1973                         *CURRENT SURVEY CONTROL
 DU1973  ___________________________________________________________________
 DU1973* NAD 83(1992)-  33 15 15.02850(N)    110 38 13.29892(W)     ADJUSTED  
 DU1973* NAVD 88     -      1755.5    (meters)    5760.     (feet)  VERTCON   
 DU1973  ___________________________________________________________________
 DU1973  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DU1973  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU1973  HORZ ORDER  -  FIRST
 DU1973
 DU1973.The horizontal coordinates were established by classical geodetic methods
 DU1973.and adjusted by the National Geodetic Survey in August 1993.
 DU1973
 DU1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1973
 DU1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1973
 DU1973.The geoid height was determined by GEOID03.
 DU1973
 DU1973;                    North         East     Units Scale Factor Converg.
 DU1973;SPC AZ E     -   250,037.039   169,533.925   MT  0.99992367   -0 15 28.5
 DU1973;SPC AZ E     -   820,331.49    556,213.66   iFT  0.99992367   -0 15 28.5
 DU1973;UTM  12      - 3,679,524.064   533,809.915   MT  0.99961409   +0 11 56.5
 DU1973
 DU1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1973!SPC AZ E     -   0.99972875  x   0.99992367  =   0.99965245
 DU1973!UTM  12      -   0.99972875  x   0.99961409  =   0.99934295
 DU1973
 DU1973|---------------------------------------------------------------------|
 DU1973| PID    Reference Object                     Distance      Geod. Az  |
 DU1973|                                                           dddmmss.s |
 DU1973| CD1642 BLAIR RM 1                           10.673 METERS 23411     |
 DU1973| CD1641 BLAIR AZ MK                                        2455349.0 |
 DU1973| DU1996 PINAL PEAK LOOKOUT TOWER            APPROX.17.4 KM 2802219.5 |
 DU1973| CD1643 BLAIR RM 2                            7.296 METERS 31631     |
 DU1973| DU1974 CUTTER WATER TANK                   APPROX.11.5 KM 3471323.4 |
 DU1973|---------------------------------------------------------------------|
 DU1973
 DU1973                          SUPERSEDED SURVEY CONTROL
 DU1973
 DU1973  NAD 83(1986)-  33 15 15.02430(N)    110 38 13.29856(W) AD(       ) 1
 DU1973  NAD 27      -  33 15 14.81000(N)    110 38 10.92200(W) AD(       ) 1
 DU1973  NGVD 29 (07/19/86) 1754.8    (m)         5757.     (f) VERT ANG    3  
 DU1973
 DU1973.Superseded values are not recommended for survey control.
 DU1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1973.See file dsdata.txt to determine how the superseded data were derived.
 DU1973
 DU1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3381079524(NAD 83)
 DU1973_MARKER: DS = TRIANGULATION STATION DISK
 DU1973_SETTING: 66 = SET IN ROCK OUTCROP
 DU1973
 DU1973  HISTORY     - Date     Condition        Report By
 DU1973  HISTORY     - 1938     MONUMENTED       CGS
 DU1973  HISTORY     - 1945     GOOD             CGS
 DU1973  HISTORY     - 1967     GOOD             AMS
 DU1973  HISTORY     - 1972     GOOD             AZHD
 DU1973
 DU1973                          STATION DESCRIPTION
 DU1973
 DU1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1973'STATION IS LOCATED ABOUT 10 MILES (AIR LINE) SE OF GLOBE AND 6
 DU1973'MILES (AIR LINE) S OF THE RAILROAD STATION AT CUTTER.  IT IS ON
 DU1973'THE W AND HIGHEST OF THE GROUP OF HILLS IN THE VICINITY.  THE HILL
 DU1973'IS FAIRLY BRUSHY, HAS A RIM ROCK ON THE NE SIDE, AND SLOPES TO THE
 DU1973'SW.
 DU1973'
 DU1973'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 DU1973'IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A BRONZE DISK SET IN A
 DU1973'DRILL HOLE IN A BOULDER.
 DU1973'
 DU1973'AZIMUTH MARK IS LOCATED 0.2 MILE N OF THE CORRAL AT THE PUMP
 DU1973'RANCH, 90 YARDS W OF THE ROAD AND ABOUT 30 FEET HIGHER.  THE
 DU1973'STATION PEAK CAN BE SEEN THROUGH A GAP IN THE FIRST ROW OF HILLS
 DU1973'TO THE E.
 DU1973'
 DU1973'TO REACH STATION FROM THE POST OFFICE IN GLOBE, FOLLOW U.S.
 DU1973'HIGHWAY 70 E FOR 8.0 MILES TO CUTTER RAILROAD STATION ON THE LEFT
 DU1973'AND A GRADED DIRT ROAD ON RIGHT.  TURN RIGHT ON GRADED DIRT ROAD
 DU1973'AND FOLLOW THE MAIN TRAVELED ROAD 5.75 MILES TO A WOODEN GATE.
 DU1973'PASS THROUGH GATE AND CONTINUE S ON THE GRADED DIRT ROAD 2.6
 DU1973'MILES AND PASS THROUGH ANOTHER WOODEN GATE.  CONTINUE ON GRADED
 DU1973'ROAD 1.4 MILES TO THE PUMP RANCH AND THE END OF TRUCK TRAVEL.
 DU1973'FERRIS ALLEN (AN INDIAN) LIVES AT THE PUMP RANCH AND CAN
 DU1973'FURNISH HORSES AND WILL ACT AS GUIDE TO THE STATION.  FROM THE
 DU1973'CORRAL AT THE RANCH GO S FOR ABOUT 0.3 MILE TO A WASH WHICH
 DU1973'LEADS TO THE E.  TAKE THIS WASH AND FOLLOW IT TO ITS END AT A
 DU1973'ROCK WALL 20 FEET HIGH BLOCKING THE WASH.  THENCE CLIMB OUT
 DU1973'OF THE WASH ONTO THE LEFT BANK, THEN CONTINUE E FOR ABOUT 1/4
 DU1973'MILE TO A RIDGE WHICH LEADS LEFT TO THE HIGHER HILLS.  THE
 DU1973'STATION IS NOT VISIBLE FROM ANY POINT ON ROUTE.  FROM THIS
 DU1973'POINT, A FENCE CORRAL CAN BE SEEN FURTHER UP THE VALLEY, AND A
 DU1973'WHITE RIDGE, FAIRLY STEEP, LEADS LEFT TO THE FIRST HIGH
 DU1973'POINT.  TURN LEFT UP THE WHITE RIDGE AND TOP OUT IN THE SADDLE
 DU1973'TO THE LEFT OF THE FIRST HIGH POINT.  THEN GO TO THE LEFT OVER
 DU1973'THE RIMROCK, THEN RIGHT ALONG THE SIDE OF THE HILL, KEEPING
 DU1973'BELOW THE RIM TO MISS THE ROUGTH GOING, TO THE HIGHEST
 DU1973'POINT AND STATION.  HORSES CAN BE TAKEN TO WITHIN 250 FEET OF THE
 DU1973'STATION.  A 2-3/4-HOUR HORSE PACK.  4 HOURS ON FOOT.
 DU1973
 DU1973                          STATION RECOVERY (1945)
 DU1973
 DU1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1973'STATION IS LOCATED ON THE W AND HIGHEST OF A GROUP OF HILLS LOCATED
 DU1973'ABOUT 13 MILES (AIR LINE) SE OF GLOBE.  ABOUT 7 MILES S OF THE
 DU1973'RAILROAD STATION CUTTER.  IT IS SOMEWHAT BRUSHY AND HAS RIMROCK
 DU1973'ON THE NE SIDE AND SLOPES TO THE SW.
 DU1973'
 DU1973'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--A NEW
 DU1973'AIRPORT HAS BEEN ESTABLISHED ON THE RIGHT SIDE OF THE HIGHWAY
 DU1973'AT CUTTER.  AT THE AIRPORT BUILDINGS TURN RIGHT (S) AND PASS
 DU1973'THROUGH GATE AND CROSS AIRSTRIP.  AT THIS POINT A ROAD COMES IN
 DU1973'FROM THE LEFT.  KEEP STRAIGHT AHEAD TO FORKS, A TOTAL DISTANCE
 DU1973'OF 0.4 MILE FROM THE HIGHWAY.  TAKE THE RIGHT FORK AND GO 5.6
 DU1973'MILES TO A WIRE GATE WHICH IS THE SAME AS THE FIRST WOODEN GATE
 DU1973'MENTIONED IN ORIGINAL DESCRIPTION.  THE TWO WOODEN GATES
 DU1973'MENTIONED AND ALSO THE ONE AT THE ENTRANCE TO THE PUMP RANCH HAVE
 DU1973'BEEN REPLACED WITH WIRE GATES.  FROM HERE TO THE PUMP RANCH
 DU1973'THE ORIGINAL DESCRIPTION IS GOOD - ALSO FROM THE RANCH TO
 DU1973'THE STATION WITH THE FOLLOWING NOTATIONS.  IT IS A DISTANCE OF
 DU1973'ABOUT 3 MILES FROM THE RANCH TO THE 20-FOOT STONE WALL BLOCKING
 DU1973'THE WASH.  WHEN GOING UP WHITE RIDGE, TOP OUT IN SADDLE TO
 DU1973'THE RIGHT (NOT LEFT) OF THE FIRST POINT.  AFTER GOING OVER THE
 DU1973'FIRST RIM ROCK MENTIONED, HORSES CAN ALSO BE TAKEN TO THE STATION
 DU1973'BY GOING W AROUND THE HIGHER RIM ROCK, THENCE N TO THE
 DU1973'HIGHEST POINT AND THE STATION.  A HORSE PACK OF 2-1/2 HOURS
 DU1973'FROM THE PUMP RANCH WHERE GEORGE WARD LIVES.  WARD IS AN INDIAN
 DU1973'AND CAN SUPPLY HORSES AND ACT AS GUIDE.
 DU1973'
 DU1973'AN ALTERNATE WAY TO REACH THE STATION FROM THE RANCH IS TO CROSS
 DU1973'THE WASH BY THE HOUSE, PACK OR DRIVE UP THE RIDGE E OF THE WASH,
 DU1973'THEN FOLLOW THIS RIDGE ENE FOR ABOUT 2-1/2 MILES TO ITS END,
 DU1973'THEN PACKING NE ACROSS A DEEP WASH AND UP A STEEP ROCKY SLOPE
 DU1973'TO THE STATION ON THE HIGHEST POINT.  A JEEP COULD BE DRIVEN FOR
 DU1973'ABOUT 2 MILES ALONG THIS RIDGE TOWARDS THE STATION.
 DU1973'
 DU1973'THE STATION MARK WHICH IS A BRONZE STATION DISK STAMPED BLAIR
 DU1973'1938 IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE HIGHEST
 DU1973'POINT OF THE HILL.
 DU1973'
 DU1973'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 DU1973'IN OUTCROPPING BEDROCK AND IS STAMPED BLAIR NO 1 B1938.  IT IS
 DU1973'LOCATED SW OF THE STATION AND 8 FEET LOWER.
 DU1973'
 DU1973'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 DU1973'IN OUTCROPPING BEDROCK AND IS STAMPED BLAIR NO 2 B1938.  IT IS
 DU1973'LOCATED NW OF THE STATION AND 3 FEET LOWER.
 DU1973'
 DU1973'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 DU1973'A BOULDER PROJECTING ABOUT 8 INCHES AND IS STAMPED BLAIR 1938.  IT
 DU1973'IS LOCATED WSW OF THE STATION ON THE E SLOPE OF A HILL, ABOUT
 DU1973'90 PACES W OF THE ROAD, ABOUT 30 FEET HIGHER, ABOUT 0.2 MILE N
 DU1973'OF THE CORRAL AT PUMP RANCH, AND ABOUT 8 FEET E OF SMALL CAIRN
 DU1973'AND STAKE.
 DU1973
 DU1973                          STATION RECOVERY (1967)
 DU1973
 DU1973'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JM)
 DU1973'LOCATED APPROXIMATELY 13 AIRMILES (SE) OF GLOBE AND 7 AIRMILES
 DU1973'(SSE) OF CUTTER AIRFIELD.
 DU1973'
 DU1973'TO REACH FROM GLOBE P.O. TAKE HWY 60-70 (E) FOR 1.35 MI TO JCT
 DU1973'HWY 60, GO RIGHT (S) ON HWY 70 FOR 2.15 MI TO JCT HWY 77, GO LEFT
 DU1973'(E) ON U.S. HWY 70 FOR 5.0 MI TO ROAD INTERSECTION, TAKE RIGHT
 DU1973'ROAD (SE) FOR 0.3 MI TO FORK IN ROAD, TAKE RIGHT FORK (S) FOR 0.5
 DU1973'MI TO FORK IN ROAD, TAKE LEFT FORK (S) FOR 3.7 MI TO FORK IN
 DU1973'ROAD, TAKE LEFT FORK (S) FOR 4.4 MI PASSING GATE IN FENCE TO FORK
 DU1973'IN ROAD, TAKE LEFT FORK (SE) FOR 1.25 MI TO FORK IN ROAD,
 DU1973'TAKE LEFT FORK (E) FOR 0.4 MI PASSING CORRAL TO FORK IN ROAD,
 DU1973'TAKE LEFT FORK (SE) FOR 1.7 MI TO FORK, TAKE LEFT FORK (NE) FOR
 DU1973'0.5 MI TO END OF FOUR WHEEL DRIVE, CONTINUE ON FOOT IN A (W)
 DU1973'DIRECTION FOR 400 FT TO WASH, FOLLOW WASH IN A (N) DIRECTION
 DU1973'FOR 0.5 MI TO RIDGE ON (NW), FOLLOW RIDGE LINE IN (NW)
 DU1973'DIRECTION TO TOP OF HILL AND STATION.  PACKING TIME 1 HOUR AND 30
 DU1973'MINUTES.
 DU1973'
 DU1973'STATION IS ON HIGHEST PART OF A HILL.  STATION MARK IS A STANDARD
 DU1973'USC AND GS DISK SET IN ROCK STAMPED BLAIR - 1938.
 DU1973'
 DU1973'R.M. 1 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED BLAIR - 1938
 DU1973'NO 1.
 DU1973'
 DU1973'R.M. 2 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED BLAIR- 1938,
 DU1973'NO 2.
 DU1973'
 DU1973'USGS DISK SET IN ROCK UNSTAMPED.
 DU1973
 DU1973                          STATION RECOVERY (1972)
 DU1973
 DU1973'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1973'GENERAL LOCATION TONTO NATIONAL FOREST AND WINKELMAN
 DU1973'TO WINSLO TO PHOENIX.
 DU1973'
 DU1973'(APPROX. 10 AIRLINE M.S.E. OF GLOBE)
 DU1973'
 DU1973'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU1973'
 DU1973'STATION MARK STD. USC AND GS B.C. STAMPED BLAIR 1938.
 DU1973'
 DU1973'REFERENCE MARKS NO. 1 AND NO. 2 STD. USC AND GS B.C.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2271 ***********************************************************************
 DU2271  DESIGNATION -  BLAIR
 DU2271  PID         -  DU2271
 DU2271  STATE/COUNTY-  AZ/GILA
 DU2271  USGS QUAD   -  CUTTER (1979)
 DU2271
 DU2271                         *CURRENT SURVEY CONTROL
 DU2271  ___________________________________________________________________
 DU2271* NAD 83(1992)-  33 15 15.03623(N)    110 38 13.35024(W)     ADJUSTED  
 DU2271* NAVD 88     -      1754.7    (meters)    5757.     (feet)  VERTCON   
 DU2271  ___________________________________________________________________
 DU2271  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DU2271  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU2271  HORZ ORDER  -  THIRD
 DU2271
 DU2271.The horizontal coordinates were established by classical geodetic methods
 DU2271.and adjusted by the National Geodetic Survey in August 1993.
 DU2271
 DU2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2271
 DU2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2271
 DU2271.The geoid height was determined by GEOID03.
 DU2271
 DU2271;                    North         East     Units Scale Factor Converg.
 DU2271;SPC AZ E     -   250,037.283   169,532.598   MT  0.99992367   -0 15 28.6
 DU2271;SPC AZ E     -   820,332.29    556,209.31   iFT  0.99992367   -0 15 28.6
 DU2271;UTM  12      - 3,679,524.297   533,808.587   MT  0.99961409   +0 11 56.5
 DU2271
 DU2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2271!SPC AZ E     -   0.99972888  x   0.99992367  =   0.99965257
 DU2271!UTM  12      -   0.99972888  x   0.99961409  =   0.99934307
 DU2271
 DU2271                          SUPERSEDED SURVEY CONTROL
 DU2271
 DU2271  NAD 83(1986)-  33 15 15.03515(N)    110 38 13.35020(W) AD(       ) 3
 DU2271  NGVD 29 (04/26/91) 1754.0    (m)         5755.     (f) VERT ANG    3  
 DU2271
 DU2271.Superseded values are not recommended for survey control.
 DU2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2271.See file dsdata.txt to determine how the superseded data were derived.
 DU2271
 DU2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3380979524(NAD 83)
 DU2271_MARKER: DD = SURVEY DISK
 DU2271_SETTING: 66 = SET IN ROCK OUTCROP
 DU2271_SP_SET: SET IN BEDROCK
 DU2271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2271+STABILITY: POSITION/ELEVATION WELL
 DU2271
 DU2271  HISTORY     - Date     Condition        Report By
 DU2271  HISTORY     - 1900     MONUMENTED       USGS
 DU2271
 DU2271                          STATION DESCRIPTION
 DU2271
 DU2271'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2271'LOCATED 15 MI SE. OF GLOBE, 10 MI SW. OF GILSON WATER TANK ON
 DU2271'GLOBE, GILA VALLEY AND NORTHERN RR.  ON HIGHEST POINT OF LONG
 DU2271'RIDGE, BLUFFY ON NORTH END.
 DU2271'
 DU2271'TO REACH NOT GIVEN.
 DU2271'
 DU2271'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DU2271'ROCK AND CENTERED UNDER ROCK MONUMENT.
 DU2271'
 DU2271'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1801 ***********************************************************************
 CZ1801  DESIGNATION -  BLANCA
 CZ1801  PID         -  CZ1801
 CZ1801  STATE/COUNTY-  AZ/COCHISE
 CZ1801  USGS QUAD   -  SOZA MESA (1981)
 CZ1801
 CZ1801                         *CURRENT SURVEY CONTROL
 CZ1801  ___________________________________________________________________
 CZ1801* NAD 83(1992)-  32 19 03.84231(N)    110 18 32.29837(W)     ADJUSTED  
 CZ1801* NAVD 88     -      1328.5    (meters)    4359.     (feet)  VERTCON   
 CZ1801  ___________________________________________________________________
 CZ1801  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 CZ1801  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CZ1801  HORZ ORDER  -  FIRST
 CZ1801
 CZ1801.The horizontal coordinates were established by classical geodetic methods
 CZ1801.and adjusted by the National Geodetic Survey in August 1993.
 CZ1801
 CZ1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1801
 CZ1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1801
 CZ1801.The geoid height was determined by GEOID03.
 CZ1801
 CZ1801;                    North         East     Units Scale Factor Converg.
 CZ1801;SPC AZ E     -   146,105.787   199,961.056   MT  0.99990221   -0 04 33.9
 CZ1801;SPC AZ E     -   479,349.69    656,040.21   iFT  0.99990221   -0 04 33.9
 CZ1801;SPC AZ C     -   147,232.528   364,743.361   MT  1.00018252   +0 51 34.8
 CZ1801;SPC AZ C     -   483,046.35  1,196,664.57   iFT  1.00018252   +0 51 34.8
 CZ1801;UTM  12      - 3,575,864.700   565,045.899   MT  0.99965217   +0 22 10.0
 CZ1801
 CZ1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1801!SPC AZ E     -   0.99979580  x   0.99990221  =   0.99969803
 CZ1801!SPC AZ C     -   0.99979580  x   1.00018252  =   0.99997828
 CZ1801!UTM  12      -   0.99979580  x   0.99965217  =   0.99944804
 CZ1801
 CZ1801|---------------------------------------------------------------------|
 CZ1801| PID    Reference Object                     Distance      Geod. Az  |
 CZ1801|                                                           dddmmss.s |
 CZ1801| CC6112 BLANCA RM 2                           5.021 METERS 13159     |
 CZ1801| CC6113 BLANCA RM 3                           3.937 METERS 18031     |
 CZ1801| CZ1800 CASCA                               APPROX. 6.1 KM 2243430.5 |
 CZ1801| CC6111 BLANCA RM 1                           4.030 METERS 26636     |
 CZ1801|---------------------------------------------------------------------|
 CZ1801
 CZ1801                          SUPERSEDED SURVEY CONTROL
 CZ1801
 CZ1801  NAD 83(1986)-  32 19 03.83817(N)    110 18 32.29386(W) AD(       ) 1
 CZ1801  NAD 27      -  32 19 03.57600(N)    110 18 30.02300(W) AD(       ) 1
 CZ1801  NGVD 29 (07/19/86) 1327.7    (m)         4356.     (f) VERT ANG    3  
 CZ1801
 CZ1801.Superseded values are not recommended for survey control.
 CZ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1801.See file dsdata.txt to determine how the superseded data were derived.
 CZ1801
 CZ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6504675865(NAD 83)
 CZ1801_MARKER: DD = SURVEY DISK
 CZ1801_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1801
 CZ1801  HISTORY     - Date     Condition        Report By
 CZ1801  HISTORY     - 1946     MONUMENTED       USGS
 CZ1801  HISTORY     - 1947     GOOD             CGS
 CZ1801
 CZ1801                          STATION DESCRIPTION
 CZ1801
 CZ1801'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CZ1801'STATION WAS BUILT BUT NOT USED BY PARTY OF C.A. EGNER IN
 CZ1801'1946.  DESCRIPTION WHICH FOLLOWS WAS TAKEN FROM RECONNAISSANCE
 CZ1801'DESCRIPTION AND NOTES OF BUILDING PARTY.
 CZ1801'
 CZ1801'STATION IS LOCATED ABOUT 23 MILES, AIRLINE, N OF BENSON, 13
 CZ1801'MILES SE OF REDINGTON, AND ABOUT 5 MILES E OF THE SAN PEDRO
 CZ1801'RIVER, ON THE MOST S AND HIGHEST PEAK OF THE MOUNTAIN KNOWN
 CZ1801'AS SIERRA BLANCA.
 CZ1801'
 CZ1801'TO REACH FROM THE POST OFFICE IN BENSON, GO E TOWARD WILLCOX
 CZ1801'ON STATE HIGHWAY 86 FOR 1.4 MILES (0.45 MILE AFTER CROSSING
 CZ1801'SAN PEDRO RIVER BRIDGE) TO A T-INTERSECTION.  TURN LEFT, N,
 CZ1801'CROSS CATTLE GUARD AND FOLLOW MACADAM ROAD 3 MILES TO STORE
 CZ1801'AND POST OFFICE IN POMERENE.  TURN LEFT AND GO 0.25 MILE.
 CZ1801'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 17.2 MILES TO JUNCTION
 CZ1801'OF REDINGTON AND WILLCOX ROADS AT T-INTERSECTION (SIGN HERE
 CZ1801'WILLCOX 32).  CONTINUE ON REDINGTON ROAD 4.8 MILES TO A CATTLE
 CZ1801'GUARD JUST BEFORE ROAD CROSSES WASH.  CROSS CATTLE GUARD AND
 CZ1801'WASH AND CONTINUE 1.8 MILES TO LARGE WASH.  (THIS POINT IS
 CZ1801'0.1 MILE BEFORE REACHING ENTRANCE TO BIDEGAIN RANCH.  THE
 CZ1801'STATION CAN BE SEEN FROM ROAD IN FRONT OF RANCH AND BEARS
 CZ1801'39 DEG MAGNETIC.) TURN RIGHT AND FOLLOW MAIN WASH 2.85
 CZ1801'MILES TO FORK IN WASH.  TAKE RIGHT FORK AND PROCEED 1.1
 CZ1801'MILES TO END OF TRUCK TRAVEL.  FROM HERE TAKE RIGHT FORK
 CZ1801'AND PACK UP WASH TO BASE OF MOUNTAIN, THENCE UP TO TOP OF
 CZ1801'MOUNTAIN AND STATION.
 CZ1801'
 CZ1801'STATION IS MARKED BY A STANDARD GEOLOGICAL SURVEY
 CZ1801'TRIANGULATION-STATION DISK, STAMPED BLANCA 1940, AND SET IN
 CZ1801'DRILL HOLE IN BEDROCK.  IT IS ABOUT 3-1/2 FEET W OF A 10-FOOT
 CZ1801'DROP-OFF.
 CZ1801'
 CZ1801'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 CZ1801'STAMPED NO 1 1940, AND SET IN DRILL HOLE IN BEDROCK, 13.4 FEET
 CZ1801'FROM STATION S 86 DEG 35 MIN W.
 CZ1801'
 CZ1801'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 CZ1801'STAMPED NO 2 1940, AND SET IN DRILL HOLE IN BEDROCK, 16.65
 CZ1801'FEET FROM STATION S 48 DEG 02 MIN E.
 CZ1801'
 CZ1801'THIS PARTY SET A NEW MARK, REFERENCE MARK 3.  IT IS A STANDARD
 CZ1801'REFERENCE DISK, STAMPED BLANCA USGS NO 3 1946, AND SET IN
 CZ1801'DRILL HOLE IN BEDROCK.  IT IS ABOUT 11 FEET S OF THE STATION.
 CZ1801'
 CZ1801'THE AZIMUTH MARK IS 3/4 MILE SW OF THE STATION, ON A ROUND
 CZ1801'HILL 100 YARDS TO RIGHT FROM FORK IN WASH AT END OF TRUCK
 CZ1801'TRAVEL.  A BOARD IN A TREE 15 YARDS FROM WASH POINTS TO MARK.
 CZ1801'A WITNESS POST IS SET AT MARK.  MARKED BY STANDARD AZIMUTH
 CZ1801'MARK, STAMPED BLANCA USGS 1946, AND SET IN DRILL HOLE IN
 CZ1801'BEDROCK.
 CZ1801'
 CZ1801'NOT OCCUPIED.
 CZ1801
 CZ1801                          STATION RECOVERY (1947)
 CZ1801
 CZ1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1801'STATION LOCATED ABOUT 23 MILES AIRLINE NORTH OF BENSON,
 CZ1801'13 MILES AIRLINE SOUTHEAST OF REDINGTON, 5 MILES EAST OF SAN
 CZ1801'PEDRO RIVER, ON THE MOST SOUTHERNLY AND HIGHEST PEAK OF THE
 CZ1801'MOUNTAIN KNOWN AS SIERRA BLANCA, 3-1/2 FEET WEST OF A 10 FOOT
 CZ1801'DROP OF RIM, SET FLUSH, AND STAMPED--BLANCA 1940 4351 FEET.
 CZ1801'STATION MARK IS A USGS TRIANGULATION DISK SET IN A DRILL HOLE
 CZ1801'IN BEDROCK.
 CZ1801'
 CZ1801'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 CZ1801'A USGS MARK SET IN DRILL HOLE IN BEDROCK, PROJECTING 6 INCHES,
 CZ1801'AND STAMPED--NO 1 1940.
 CZ1801'
 CZ1801'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN STATION,
 CZ1801'A USGS MARK SET IN A DRILL HOLE IN BEDROCK, PROJECTING 2
 CZ1801'FEET, AND STAMPED--NO 2 1940.
 CZ1801'
 CZ1801'REFERENCE MARK NO. 3 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1801'STATION, PROJECTS 3 FEET, AND STAMPED--BLANCA USGS NO 3 1946.
 CZ1801'
 CZ1801'TRIANGULATION STATION CASCA 1947 USED AS AZIMUTH.
 CZ1801'
 CZ1801'TO REACH FROM POST OFFICE IN BENSON, GO EAST ON STATE
 CZ1801'HIGHWAY 86 FOR 1.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 CZ1801'FOLLOW MACADAM ROAD FOR 3.0 MILES TO STORE AND POST OFFICE
 CZ1801'IN POMERENE.  TURN LEFT AND GO 0.25 MILE TO FORK.  TURN RIGHT
 CZ1801'AND GO 17.2 MILES TO SIDE ROAD RIGHT AND SIGN WILLCOX 32.
 CZ1801'CONTINUE STRAIGHT AHEAD FOR 4.8 MILES TO A CATTLE GUARD JUST
 CZ1801'BEFORE ROAD CROSSES A WASH.  CONTINUE STRAIGHT AHEAD FOR 1.8
 CZ1801'MILE TO A LARGE WASH.  (THIS POINT IS 0.1 MILE BEFORE REACHING
 CZ1801'ENTRANCE TO BIDEGAIN RANCH) TURN RIGHT AND FOLLOW UP WASH FOR
 CZ1801'2.85 MILES TO FORK IN WASH.  TAKE RIGHT FORK AND GO 1.1 MILE
 CZ1801'TO END OF TRUCK TRAVEL.  FROM HERE PACK UP WASH TO POINT
 CZ1801'JUST BEFORE A SMALL WASH COMES IN AND STATION CAN BE SEEN TO
 CZ1801'NORTH.  LEAVE WASH AND PACK AROUND HILL, KEEPING JUST TO LEFT
 CZ1801'OF SMALL WASH, TO TOP OF RIDGE.  THENCE RIGHT UP RIDGE TO
 CZ1801'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE
 CZ1801'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0389 ***********************************************************************
 GQ0389  DESIGNATION -  BLANCO
 GQ0389  PID         -  GQ0389
 GQ0389  STATE/COUNTY-  AZ/MOHAVE
 GQ0389  USGS QUAD   -  SNAP DRAW (1971)
 GQ0389
 GQ0389                         *CURRENT SURVEY CONTROL
 GQ0389  ___________________________________________________________________
 GQ0389* NAD 83(1992)-  36 14 25.53390(N)    113 44 08.64921(W)     ADJUSTED  
 GQ0389* NAVD 88     -      1960.6    (meters)    6432.     (feet)  VERTCON   
 GQ0389  ___________________________________________________________________
 GQ0389  LAPLACE CORR-          14.67  (seconds)                    DEFLEC99
 GQ0389  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 GQ0389  HORZ ORDER  -  THIRD
 GQ0389
 GQ0389.The horizontal coordinates were established by classical geodetic methods
 GQ0389.and adjusted by the National Geodetic Survey in August 1993.
 GQ0389
 GQ0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0389
 GQ0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0389
 GQ0389.The geoid height was determined by GEOID03.
 GQ0389
 GQ0389;                    North         East     Units Scale Factor Converg.
 GQ0389;SPC AZ W     -   581,207.666   214,642.104   MT  0.99993335   +0 00 30.4
 GQ0389;SPC AZ W     - 1,906,849.30    704,206.38   iFT  0.99993335   +0 00 30.4
 GQ0389;UTM  12      - 4,014,087.017   254,156.852   MT  1.00034474   -1 37 05.2
 GQ0389
 GQ0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0389!SPC AZ W     -   0.99969633  x   0.99993335  =   0.99962970
 GQ0389!UTM  12      -   0.99969633  x   1.00034474  =   1.00004097
 GQ0389
 GQ0389|---------------------------------------------------------------------|
 GQ0389| PID    Reference Object                     Distance      Geod. Az  |
 GQ0389|                                                           dddmmss.s |
 GQ0389| CH2754 BLANCO RM 1                           3.723 METERS 08113     |
 GQ0389| CH2753 BLANCO AZ MK                                       1602444.7 |
 GQ0389| CH2755 BLANCO RM 2                           5.327 METERS 35444     |
 GQ0389|---------------------------------------------------------------------|
 GQ0389
 GQ0389                          SUPERSEDED SURVEY CONTROL
 GQ0389
 GQ0389  NAD 83(1986)-  36 14 25.52648(N)    113 44 08.64763(W) AD(       ) 3
 GQ0389  NAD 27      -  36 14 25.57700(N)    113 44 05.83200(W) AD(       ) 3
 GQ0389  NGVD 29 (07/19/86) 1959.7    (m)         6429.     (f) VERT ANG    3  
 GQ0389
 GQ0389.Superseded values are not recommended for survey control.
 GQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0389.See file dsdata.txt to determine how the superseded data were derived.
 GQ0389
 GQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5415714087(NAD 83)
 GQ0389_MARKER: DS = TRIANGULATION STATION DISK
 GQ0389_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0389_SP_SET: PARTIALLY EXPOSED BEDROCK
 GQ0389
 GQ0389  HISTORY     - Date     Condition        Report By
 GQ0389  HISTORY     - 1953     MONUMENTED       CGS
 GQ0389
 GQ0389                          STATION DESCRIPTION
 GQ0389
 GQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0389'THE STATION IS ABOUT 37 MILES SOUTH-SOUTHWEST OF WOLF HOLE,
 GQ0389'16 MILES NORTHEAST OF MT. DELLENBAUGH, 13 MILES EAST OF THE
 GQ0389'GRAND WASH SECTION OF LAKE MEAD AND 12 MILES WEST OF WARING
 GQ0389'RANCH.  IT IS ON A HILL ALONG THE RIM OF CLIFFS AT THE WEST
 GQ0389'EDGE OF SHIVWITS PLATEAU AND IS JUST NORTH OF SNAP CANYON.
 GQ0389'AS VIEWED FROM THE EAST IT IS ON THE SOUTHERLY, HIGHEST AND
 GQ0389'MOST ROUNDED SUMMIT OF A PROMINENT RANGE OF LIGHT-COLORED,
 GQ0389'BALD HILLS.
 GQ0389'
 GQ0389'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0389'GO EAST FOR 0.7 MILE TO THE STREET INTERSECTION AT THE NORTHEAST
 GQ0389'CORNER OF THE CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST
 GQ0389'FOR 2.1 MILES TO A FORK AT THE SOUTH END OF THE BRIDGE OVER
 GQ0389'THE VIRGIN RIVER.  TAKE THE RIGHT FORK AND CONTINUE 1.4 MILES
 GQ0389'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 1.4
 GQ0389'MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GQ0389'ROAD SOUTH FOR 23.1 MILES TO THE CABIN AND CORRAL ON THE
 GQ0389'RIGHT KNOWN AS WOLF HOLE.  CONTINUE SOUTHEASTERLY ON THE
 GQ0389'MAIN ROAD, TOWARD MT. TRUMBULL VILLAGE, FOR 18.7 MILES TO A
 GQ0389'FORK, 0.3 MILE AFTER PASSING AN OLD CHIMNEY ON THE RIGHT.
 GQ0389'TAKE THE RIGHT FORK SOUTH-SOUTHWEST FOR 2.3 MILES TO A
 GQ0389'FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWESTERLY ON THE
 GQ0389'MAIN ROAD FOR 15.2 MILES TO A FORK ON THE SUMMIT OF A
 GQ0389'MESA.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN ROAD WEST,
 GQ0389'SOUTHWEST AND SOUTHEAST FOR 12.7 MILES TO A WIRE GATE
 GQ0389'WHICH IS ABOUT 1/2 MILE TO THE WEST OF THE WARING RANCH
 GQ0389'BUILDINGS.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.8 MILE
 GQ0389'TO A CATTLE GUARD.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.6
 GQ0389'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW
 GQ0389'THE MAIN ROAD WESTERLY FOR 3.1 MILES TO A FORK.  TAKE THE
 GQ0389'RIGHT FORK AND FOLLOW THE ROAD NORTHWEST AND NORTH FOR
 GQ0389'1.2 MILES TO A FORK ON THE CREST OF A RIDGE (ABOUT 0.1
 GQ0389'MILE SOUTHWEST OF A CABIN).  TAKE THE LEFT FORK AND FOLLOW
 GQ0389'THE ROAD DOWN-GRADE FOR 1.0 MILE TO A ROAD FORK AND THE
 GQ0389'FORKS OF A WASH.  TURN SHARPLY LEFT, ACROSS WASH, AND FOLLOW
 GQ0389'THE OLD ROAD UP THE DRAW, SOUTHWEST AND WEST, FOR 1.4 MILES
 GQ0389'TO THE SUMMIT OF A HILL AND AN OLD SHEEP CAMP.  AT A
 GQ0389'TRIMMED JUNIPER TREE TAKE THE LEFT FORK AND FOLLOW THE OLD
 GQ0389'ROAD WESTERLY, DOWN-GRADE AND ACROSS TWO WASHES, FOR
 GQ0389'1.8 MILES TO THE CREST OF THE RIDGE ABOUT 0.1 MILE SOUTH
 GQ0389'OF A SQUARE-TOPPED BUTTE.  (FROM THE BUTTE THE STATION SUMMIT
 GQ0389'IS VISIBLE ONLY A FEW MILES TO THE WEST.) BEAR LEFT AND
 GQ0389'FOLLOW THE DIM ROAD SOUTH ALONG THE CREST OF THE RIDGE FOR
 GQ0389'0.7 MILE TO AN OLD SHEEP CAMP SITE.  TURN RIGHT AND GO
 GQ0389'DOWN-GRADE, CROSSING DRAW, THEN WESTERLY UP-HILL FOR 1.0 MILE TO
 GQ0389'A DIM FORK.  TAKE THE LEFT FORK, SOUTHWEST, FOR 0.1 MILE
 GQ0389'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH-SOUTHWEST
 GQ0389'ON THE DIM ROAD FOR 0.1 MILE TO A SLIGHT SADDLE NEAR THE
 GQ0389'EDGE OF THE RIM.  BEAR TO THE LEFT AND FOLLOW THE RIM ROAD
 GQ0389'SOUTHEAST AND SOUTH, WINDING THROUGH TREES, FOR 1.9 MILES TO
 GQ0389'A T-INTERSECTION.  TAKE THE LEFT FORK AND CONTINUE ON THE
 GQ0389'MAIN ROAD TRACKS SOUTHERLY FOR 1.1 MILES TO A DIM FORK
 GQ0389'ON THE RIGHT.  TAKE THE RIGHT FORK, SOUTHWEST, FOR 0.2 MILE
 GQ0389'TO A DIM FORK AND A BLAZED TREE ON THE RIGHT.  TURN
 GQ0389'RIGHT AND FOLLOW THE FADING TRACKS NORTH-NORTHWEST ALONG
 GQ0389'THE CREST OF THE RIM FOR 2.7 MILES TO A ROCKY POINT OF
 GQ0389'THE RIM, THE AZIMUTH MARK AND THE END OF TRUCK TRAVEL.
 GQ0389'FROM THE AZIMUTH MARK PACK NORTHWEST ACROSS THE SADDLE
 GQ0389'AND ALONG THE RIM FOR ABOUT 3/4 MILE TO THE HIGHEST POINT
 GQ0389'AND THE STATION.
 GQ0389'
 GQ0389'NOTE--ONLY A 4-WHEEL DRIVE VEHICLE SHOULD BE USED FOR REACHING
 GQ0389'THE STATION.
 GQ0389'
 GQ0389'THE STATION MARK IS STAMPED BLANCO 1953.  IT IS A STANDARD
 GQ0389'DISK SET FLUSH WITH THE SURFACE IN THE BARE BEDROCK OF THE
 GQ0389'SUMMIT.
 GQ0389'
 GQ0389'REFERENCE MARK 1 IS STAMPED BLANCO NO 1 1953.  IT IS A STANDARD
 GQ0389'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.
 GQ0389'
 GQ0389'REFERENCE MARK 2 IS STAMPED BLANCO NO 2 1953.  IT IS A STANDARD
 GQ0389'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.
 GQ0389'
 GQ0389'THE AZIMUTH MARK IS STAMPED BLANCO 1953.  IT IS A STANDARD
 GQ0389'DISK SET IN THE BEDROCK OUTCROP ON THE POINT OF THE RIDGE
 GQ0389'TO THE SOUTHEAST OF THE STATION.  IT IS 10 FEET NORTHEAST
 GQ0389'OF THE EDGE OF THE RIM AND 3 FEET NORTHWEST OF A WHITE WITNESS
 GQ0389'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1478 ***********************************************************************
 DA1478  DESIGNATION -  BLANCO
 DA1478  PID         -  DA1478
 DA1478  STATE/COUNTY-  AZ/PIMA
 DA1478  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA1478
 DA1478                         *CURRENT SURVEY CONTROL
 DA1478  ___________________________________________________________________
 DA1478* NAD 83(1992)-  32 09 46.53113(N)    112 15 28.09995(W)     ADJUSTED  
 DA1478* NAVD 88     -       836.3    (meters)    2744.     (feet)  VERTCON   
 DA1478  ___________________________________________________________________
 DA1478  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DA1478  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DA1478  HORZ ORDER  -  FIRST
 DA1478
 DA1478.The horizontal coordinates were established by classical geodetic methods
 DA1478.and adjusted by the National Geodetic Survey in August 1993.
 DA1478
 DA1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1478
 DA1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1478
 DA1478.The geoid height was determined by GEOID03.
 DA1478
 DA1478;                    North         East     Units Scale Factor Converg.
 DA1478;SPC AZ C     -   128,982.706   181,184.983   MT  0.99991276   -0 10 53.8
 DA1478;SPC AZ C     -   423,171.61    594,438.92   iFT  0.99991276   -0 10 53.8
 DA1478;UTM  12      - 3,559,188.023   381,399.950   MT  0.99977346   -0 40 10.7
 DA1478
 DA1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1478!SPC AZ C     -   0.99987357  x   0.99991276  =   0.99978634
 DA1478!UTM  12      -   0.99987357  x   0.99977346  =   0.99964706
 DA1478
 DA1478:                Primary Azimuth Mark                     Grid Az
 DA1478:SPC AZ C     -  K 37                                     006 36 47.9
 DA1478:UTM  12      -  K 37                                     007 06 04.8
 DA1478
 DA1478|---------------------------------------------------------------------|
 DA1478| PID    Reference Object                     Distance      Geod. Az  |
 DA1478|                                                           dddmmss.s |
 DA1478| DA0210 K 37                                               0062554.1 |
 DA1478| CH4388 BLANCO RM 2                           4.350 METERS 02833     |
 DA1478| CH4387 BLANCO RM 1                           6.397 METERS 29154     |
 DA1478|---------------------------------------------------------------------|
 DA1478
 DA1478                          SUPERSEDED SURVEY CONTROL
 DA1478
 DA1478  NAD 83(1986)-  32 09 46.52372(N)    112 15 28.10168(W) AD(       ) 1
 DA1478  NAD 27      -  32 09 46.28100(N)    112 15 25.61600(W) AD(       ) 1
 DA1478  NGVD 29 (07/19/86)  835.6    (m)         2741.     (f) VERT ANG    3  
 DA1478
 DA1478.Superseded values are not recommended for survey control.
 DA1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1478.See file dsdata.txt to determine how the superseded data were derived.
 DA1478
 DA1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA8140059188(NAD 83)
 DA1478_MARKER: DS = TRIANGULATION STATION DISK
 DA1478_SETTING: 66 = SET IN ROCK OUTCROP
 DA1478
 DA1478  HISTORY     - Date     Condition        Report By
 DA1478  HISTORY     - 1935     MONUMENTED       CGS
 DA1478  HISTORY     - 1978     GOOD             AZDT
 DA1478
 DA1478                          STATION DESCRIPTION
 DA1478
 DA1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1478'ON AN ISOLATED LAVA BUTTE, 9 MILES, AIR LINE, NORTH OF PISINEMO
 DA1478'AND APPROXIMATELY THREE-FOURTHS MILE SOUTH FROM THE AJO-SELLS
 DA1478'ROAD AT ITS NEAREST POINT.  MARKED BY A STANDARD BRONZE DISK.
 DA1478'REFERENCE MARK NO. 1, A STANDARD
 DA1478'BRONZE REFERENCE DISK, IS 6.432 METERS (21.10 FEET)
 DA1478'FROM STATION.  REFERENCE MARK NO. 2,
 DA1478'A STANDARD BRONZE REFERENCE DISK, IS 4.349 METERS
 DA1478'(14.27 FEET) FROM STATION.  AN
 DA1478'AZIMUTH MARK WAS SET IN 1936 (NO MARKING OR DISTANCE GIVEN),
 DA1478'AND IS N 06 DEG 26 MIN E.
 DA1478
 DA1478                          STATION RECOVERY (1978)
 DA1478
 DA1478'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DA1478'THE STATION, RM 1 AND RM 2 AND AZIMUTH MARK WERE RECOVERED AS
 DA1478'DESCRIBED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT FOUND.
 DA1478'B.M. K-37 WAS USED AS NEW AZIMUTH MARK.
 DA1478'
 DA1478'TO REACH THE STATION FROM THE JUNCTION OF I.R. 15 AND S.R. 86 AT THE
 DA1478'QUIJOTOA TRADING POST, TRAVEL WESTERLY ON S.R. 86 FOR 9.38 MILES TO A
 DA1478'B.W. GATE AND DIRT ROAD ON THE LEFT.  PASS THROUGH GATE AND TRAVEL ON
 DA1478'DIRT ROAD FOR 1.0 MILES AND E.T.T.  STATION IS ON A MOUNTAIN ABOUT
 DA1478'0.5 MILES TO THE LEFT OF THE ROAD.  PACK EASTERLY TO THE HIGHEST POINT
 DA1478'AND STATION.  ABOUT A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1165 ***********************************************************************
 FS1165  DESIGNATION -  BLAST
 FS1165  PID         -  FS1165
 FS1165  STATE/COUNTY-  AZ/MOHAVE
 FS1165  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS1165
 FS1165                         *CURRENT SURVEY CONTROL
 FS1165  ___________________________________________________________________
 FS1165* NAD 83(1992)-  35 59 53.24298(N)    114 38 32.23616(W)     ADJUSTED  
 FS1165* NAVD 88     -      1661.     (meters)    5449.     (feet)  SCALED    
 FS1165  ___________________________________________________________________
 FS1165  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 FS1165  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FS1165  HORZ ORDER  -  THIRD
 FS1165
 FS1165.The horizontal coordinates were established by classical geodetic methods
 FS1165.and adjusted by the National Geodetic Survey in August 1993.
 FS1165
 FS1165.The orthometric height was scaled from a topographic map.
 FS1165
 FS1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1165
 FS1165.The geoid height was determined by GEOID03.
 FS1165
 FS1165;                    North         East     Units Scale Factor Converg.
 FS1165;SPC AZ W     -   554,691.335   132,910.482   MT  1.00001305   -0 31 28.1
 FS1165;SPC AZ W     - 1,819,853.46    436,058.01   iFT  1.00001305   -0 31 28.1
 FS1165;SPC NV E     - 8,138,871.767   284,842.849   MT  0.99998867   +0 33 11.3
 FS1165;SPC NV E     -26,702,281.79    934,521.91   sFT  0.99998867   +0 33 11.3
 FS1165;UTM  11      - 3,986,311.125   712,518.728   MT  1.00015654   +1 23 10.6
 FS1165
 FS1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1165!SPC AZ W     -   0.99974381  x   1.00001305  =   0.99975685
 FS1165!SPC NV E     -   0.99974381  x   0.99998867  =   0.99973248
 FS1165!UTM  11      -   0.99974381  x   1.00015654  =   0.99990031
 FS1165
 FS1165:                Primary Azimuth Mark                     Grid Az
 FS1165:SPC AZ W     -  PROM                                     292 30 54.7
 FS1165:SPC NV E     -  PROM                                     291 26 15.3
 FS1165:UTM  11      -  PROM                                     290 36 16.0
 FS1165
 FS1165|---------------------------------------------------------------------|
 FS1165| PID    Reference Object                     Distance      Geod. Az  |
 FS1165|                                                           dddmmss.s |
 FS1165| GR1846 PROM                                APPROX. 9.3 KM 2915926.6 |
 FS1165|---------------------------------------------------------------------|
 FS1165
 FS1165                          SUPERSEDED SURVEY CONTROL
 FS1165
 FS1165  NAD 83(1986)-  35 59 53.23090(N)    114 38 32.23012(W) AD(       ) 3
 FS1165  NAD 27      -  35 59 53.29200(N)    114 38 29.30900(W) AD(       ) 3
 FS1165
 FS1165.Superseded values are not recommended for survey control.
 FS1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1165.See file dsdata.txt to determine how the superseded data were derived.
 FS1165
 FS1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1251986311(NAD 83)
 FS1165_MARKER: Z = SEE DESCRIPTION
 FS1165_SETTING: 0 = UNSPECIFIED SETTING
 FS1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1165
 FS1165  HISTORY     - Date     Condition        Report By
 FS1165  HISTORY     - 1946     MONUMENTED       CGS
 FS1165
 FS1165                          STATION DESCRIPTION
 FS1165
 FS1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DSC)
 FS1165'FROM BOULDER DAM, FOLLOW U.S. 95, 5.2 MILES TO BIG WASH, CROSS
 FS1165'BRIDGE AND TURN SHARP RIGHT DOWN INTO WASH.  GO UNDER
 FS1165'BRIDGE AND GO UP WASH 3.5 MILES TO WHERE TRACK LEAVES WASH,
 FS1165'CONTINUE 0.5 MILE TO END OF TRUCK TRAVEL.  CONTINUE UP RIDGE
 FS1165'500 YARDS.
 FS1165'
 FS1165'TARGET SET IN RUBBLE LOOSENED BY BLAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1574 ***********************************************************************
 DA1574  DESIGNATION -  BLIND
 DA1574  PID         -  DA1574
 DA1574  STATE/COUNTY-  AZ/MARICOPA
 DA1574  USGS QUAD   -  BLACK GAP (1986)
 DA1574
 DA1574                         *CURRENT SURVEY CONTROL
 DA1574  ___________________________________________________________________
 DA1574* NAD 83(1992)-  32 50 08.44394(N)    112 46 48.28419(W)     ADJUSTED  
 DA1574* NAVD 88     -       283.83   (+/-2cm)     931.2    (feet)  VERTCON   
 DA1574  ___________________________________________________________________
 DA1574  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DA1574  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DA1574  HORZ ORDER  -  SECOND
 DA1574  VERT ORDER  -  THIRD ? (See Below)
 DA1574
 DA1574.The horizontal coordinates were established by classical geodetic methods
 DA1574.and adjusted by the National Geodetic Survey in August 1993.
 DA1574
 DA1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1574.The vertical order pertains to the NGVD 29 superseded value.
 DA1574
 DA1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1574
 DA1574.The geoid height was determined by GEOID03.
 DA1574
 DA1574;                    North         East     Units Scale Factor Converg.
 DA1574;SPC AZ C     -   203,859.914   132,528.922   MT  0.99998054   -0 28 05.5
 DA1574;SPC AZ C     -   668,831.74    434,806.17   iFT  0.99998054   -0 28 05.5
 DA1574;UTM  12      - 3,634,474.142   333,393.754   MT  0.99994227   -0 57 55.6
 DA1574
 DA1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1574!SPC AZ C     -   0.99996034  x   0.99998054  =   0.99994088
 DA1574!UTM  12      -   0.99996034  x   0.99994227  =   0.99990261
 DA1574
 DA1574|---------------------------------------------------------------------|
 DA1574| PID    Reference Object                     Distance      Geod. Az  |
 DA1574|                                                           dddmmss.s |
 DA1574| CH4389 BLIND RM 1                           12.817 METERS 02445     |
 DA1574| DA1573 SORRY                               APPROX. 3.0 KM 0255440.3 |
 DA1574| DA1551 GILA BEND AFB WATER TANK            APPROX. 6.9 KM 0414305.1 |
 DA1574| CH4390 BLIND RM 2                           12.734 METERS 20439     |
 DA1574|---------------------------------------------------------------------|
 DA1574
 DA1574                          SUPERSEDED SURVEY CONTROL
 DA1574
 DA1574  NAD 83(1986)-  32 50 08.43743(N)    112 46 48.28958(W) AD(       ) 2
 DA1574  NAD 27      -  32 50 08.26356(N)    112 46 45.68919(W) AD(       ) 2
 DA1574  NGVD 29 (07/19/86)  283.22   (m)          929.2    (f) LEVELING    3  
 DA1574
 DA1574.Superseded values are not recommended for survey control.
 DA1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1574.See file dsdata.txt to determine how the superseded data were derived.
 DA1574
 DA1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3339434474(NAD 83)
 DA1574_MARKER: DD = SURVEY DISK
 DA1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1574+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1574
 DA1574  HISTORY     - Date     Condition        Report By
 DA1574  HISTORY     - 1975     MONUMENTED       AZDT
 DA1574  HISTORY     - 19970216 GOOD             USPSQD
 DA1574  HISTORY     - 20060128 GOOD             USPSQD
 DA1574  HISTORY     - 20060128 GOOD             USPSQD
 DA1574  HISTORY     - 20070603 GOOD             GEOCAC
 DA1574
 DA1574                          STATION DESCRIPTION
 DA1574
 DA1574'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1574'THE STATION IS LOCATED 8.4 MILES SOUTHWEST OF GILA BEND ALONG
 DA1574'THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1574'
 DA1574'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED SORRY
 DA1574'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT PROJECTING
 DA1574'0.3 FEET.  THE STATION IS LOCATED 107 FEET WEST OF CENTERLINE OF
 DA1574'STATE ROUTE 85, 94 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE,
 DA1574'110 FEET SOUTHEAST OF A UTILITY POLE 86 AND MARKED BY WITNESS
 DA1574'POST 2.7 FEET TO THE WEST.
 DA1574'
 DA1574'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DA1574'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT LOCATED IN THE
 DA1574'WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 42.3 FEET NORTH
 DA1574'OF A WITNESS POST, 94 FEET EAST OF A RIGHT-OF-WAY FENCE AND 107
 DA1574'FEET WEST OF THE CENTERLINE OF HWY. 85.
 DA1574'
 DA1574'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DA1574'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT LOCATED IN
 DA1574'THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 41.6 FEET
 DA1574'SOUTH OF A WITNESS POST, 94 FEET EAST OF A RIGHT-OF-WAY FENCE AND
 DA1574'107 FEET WEST OF CENTERLINE OF HWY. 85.
 DA1574'
 DA1574'TO REACH THE STATION FROM MARTIN AVE AND U.S. 80 IN GILA
 DA1574'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE ROUTE 85
 DA1574'TURNOFF.  TURN RIGHT AND FOLLOW THE RAMP UNDER THE I-8 OVERPASS,
 DA1574'CONTINUE SOUTHERLY ON STATE ROUTE 88 TO M.P. 8.75 (8.25 MILES) AND
 DA1574'THE STATION IN THE WEST RIGHT-OF-WAY.
 DA1574'
 DA1574'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1574
 DA1574                          STATION RECOVERY (1997)
 DA1574
 DA1574'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1574'RECOVERED IN GOOD CONDITION.
 DA1574
 DA1574                          STATION RECOVERY (2006)
 DA1574
 DA1574'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1574'RECOVERED AS DESCRIBED.
 DA1574
 DA1574                          STATION RECOVERY (2006)
 DA1574
 DA1574'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1574'RECOVERED AS DESCRIBED.
 DA1574
 DA1574                          STATION RECOVERY (2007)
 DA1574
 DA1574'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0605 ***********************************************************************
 ES0605  DESIGNATION -  BLISS
 ES0605  PID         -  ES0605
 ES0605  STATE/COUNTY-  AZ/YAVAPAI
 ES0605  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0605
 ES0605                         *CURRENT SURVEY CONTROL
 ES0605  ___________________________________________________________________
 ES0605* NAD 83(1992)-  34 30 42.99055(N)    111 59 34.54165(W)     ADJUSTED  
 ES0605* NAVD 88     -      1373.16   (+/-2cm)    4505.1    (feet)  VERTCON   
 ES0605  ___________________________________________________________________
 ES0605  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 ES0605  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0605  HORZ ORDER  -  SECOND
 ES0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0605
 ES0605.The horizontal coordinates were established by classical geodetic methods
 ES0605.and adjusted by the National Geodetic Survey in August 1993.
 ES0605
 ES0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0605.The vertical order pertains to the NGVD 29 superseded value.
 ES0605
 ES0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0605
 ES0605.The geoid height was determined by GEOID03.
 ES0605
 ES0605;                    North         East     Units Scale Factor Converg.
 ES0605;SPC AZ C     -   389,438.992   206,357.837   MT  0.99990060   -0 02 35.5
 ES0605;SPC AZ C     - 1,277,686.98    677,027.02   iFT  0.99990060   -0 02 35.5
 ES0605;UTM  12      - 3,819,368.922   408,857.318   MT  0.99970239   -0 33 45.4
 ES0605
 ES0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0605!SPC AZ C     -   0.99978858  x   0.99990060  =   0.99968920
 ES0605!UTM  12      -   0.99978858  x   0.99970239  =   0.99949104
 ES0605
 ES0605|---------------------------------------------------------------------|
 ES0605| PID    Reference Object                     Distance      Geod. Az  |
 ES0605|                                                           dddmmss.s |
 ES0605| ES0604 BLISS RM 1                            8.772 METERS 09726     |
 ES0605| ES0606 BLISS RM 2                            9.027 METERS 19441     |
 ES0605| ET0861 RACETRACK                           APPROX. 5.7 KM 2783957.7 |
 ES0605|---------------------------------------------------------------------|
 ES0605
 ES0605                          SUPERSEDED SURVEY CONTROL
 ES0605
 ES0605  NAD 83(1986)-  34 30 42.98564(N)    111 59 34.53970(W) AD(       ) 2
 ES0605  NAD 27      -  34 30 42.89010(N)    111 59 31.98140(W) AD(       ) 2
 ES0605  NGVD 29 (??/??/92) 1372.346  (m)         4502.44   (f) ADJ UNCH    2 0
 ES0605
 ES0605.Superseded values are not recommended for survey control.
 ES0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0605.See file dsdata.txt to determine how the superseded data were derived.
 ES0605
 ES0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0885719369(NAD 83)
 ES0605_MARKER: DS = TRIANGULATION STATION DISK
 ES0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0605_STAMPING: BLISS 1959
 ES0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0605+STABILITY: SURFACE MOTION
 ES0605
 ES0605  HISTORY     - Date     Condition        Report By
 ES0605  HISTORY     - 1959     MONUMENTED       CGS
 ES0605  HISTORY     - 1959     GOOD             CGS
 ES0605  HISTORY     - 1980     GOOD             AZDT
 ES0605  HISTORY     - 20080719 GOOD             GEOCAC
 ES0605
 ES0605                          STATION DESCRIPTION
 ES0605
 ES0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0605'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CAMP VERDE,
 ES0605'0.25 MILE NORTH OF A CONCRETE BRIDGE OVER CIENEGO CREEK AND ON THE
 ES0605'WEST END OF A LOW BRUSHY RIDGE.
 ES0605'
 ES0605'TO REACH THE STATION FROM THE POST OFFICE AT CAMP VERDE, GO SOUTH
 ES0605'AND WEST ON A BLACK TOPPED ROAD FOR 3.0 MILES TO THE INTERSECTION
 ES0605'OF STATE HIGHWAY 79.  TURN LEFT, GO SOUTHWEST ON STATE HIGHWAY
 ES0605'79 FOR 7.2 MILES TO A CROSSROAD WITH STOCK GUARDS ON EACH SIDE OF
 ES0605'THE HIGHWAY.  TURN LEFT, EAST, AND FOLLOW THE BLADED ROAD 0.1
 ES0605'MILE.  TURN LEFT, NORTH, ACROSS COUNTRY FOR 0.1 MILE TO THE
 ES0605'STATION.
 ES0605'
 ES0605'THE STATION MARK, STAMPED BLISS 1959, IS A STANDARD DISK SET IN
 ES0605'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 ES0605'GROUND.  IT IS 280 FEET EAST OF THE CENTER OF STATE HIGHWAY 79
 ES0605'AND 3.3 FEET EAST OF A WITNESS SIGN POST.
 ES0605'
 ES0605'REFERENCE MARK NO. 1, STAMPED BLISS NO 1 1959, IS A STANDARD
 ES0605'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 ES0605'PROJECTS ABOUT 2 INCHES AND IS 32.0 FEET EAST OF A WITNESS SIGN
 ES0605'POST.
 ES0605'
 ES0605'REFERENCE MARK NO 2, STAMPED BLISS NO 2 1959, IS A STANDARD DISK
 ES0605'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 ES0605'ABOUT 2 INCHES.  IT IS 31.0 FEET SOUTHEAST OF A WITNESS SIGN POST
 ES0605'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 ES0605'
 ES0605'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 43.9 FEET.
 ES0605'
 ES0605'TRIANGULATION STATION HANCE CAN BE USED FOR THE AZIMUTH MARK.
 ES0605'(SEE DESCRIPTION THEREOF.)
 ES0605
 ES0605                          STATION RECOVERY (1959)
 ES0605
 ES0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0605'10.0 MI SW FROM CAMP VERDE.
 ES0605'3.0 MILES SOUTHWEST ON THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0605'OFFICE IN CAMP VERDE, THENCE 7.1 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0605'ABOUT 0.35 MILE NORTH OF A CONCRETE BRIDGE OVER CIENEGO CREEK, 280
 ES0605'FEET EAST OF THE HIGHWAY, 3.3 FEET EAST OF THE WITNESS POST, SET IN
 ES0605'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH.
 ES0605
 ES0605                          STATION RECOVERY (1980)
 ES0605
 ES0605'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES0605'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ES0605'DESCRIBED IN 1959.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0605'
 ES0605'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY WHICH IS AT THE
 ES0605'JUNCTION OF STATE ROUTES 69 AND 169, TRAVEL EAST ALONG SR 169 FOR 15
 ES0605'MILES TO INTERSTATE HIGHWAY 17 AND CHERRY ROAD INTERCHANGE.  THE
 ES0605'STATION IS ON SMALL HILL ABOUT 300 FEET SOUTHEAST OF THE INTERCHANGE.
 ES0605
 ES0605                          STATION RECOVERY (2008)
 ES0605
 ES0605'RECOVERY NOTE BY GEOCACHING 2008 (RHT)
 ES0605'RECOVERED IN GOOD CONDITION. TO REACH THE MARK, TURN EAST ON THE
 ES0605'CHERRY ROAD EXIT OFF I-17. MAKE THE FIRST RIGHT .08 MILE EAST OF THE
 ES0605'NORTHBOUND EXIT RAMP. FOLLOW THIS ROAD FOR .28 MILES PAST A GARLIC AND
 ES0605'WINE SHOP TO THE TOP OF A HILL. THE MARK IS ABOUT 20 FEET WEST OF A
 ES0605'20-FOOT TALL WOODEN CROSS, AND 1 FOOT E OF A WITNESS POST, ABOUT 2
 ES0605'FEET INSIDE A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0604 ***********************************************************************
 ES0604  DESIGNATION -  BLISS RM 1
 ES0604  PID         -  ES0604
 ES0604  STATE/COUNTY-  AZ/YAVAPAI
 ES0604  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0604
 ES0604                         *CURRENT SURVEY CONTROL
 ES0604  ___________________________________________________________________
 ES0604* NAD 83(1986)-  34 30 42.     (N)    111 59 34.     (W)     SCALED    
 ES0604* NAVD 88     -      1373.09   (+/-2cm)    4504.9    (feet)  VERTCON   
 ES0604  ___________________________________________________________________
 ES0604  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0604
 ES0604.The horizontal coordinates were scaled from a topographic map and have
 ES0604.an estimated accuracy of +/- 6 seconds.
 ES0604
 ES0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0604.The vertical order pertains to the NGVD 29 superseded value.
 ES0604
 ES0604.The geoid height was determined by GEOID03.
 ES0604
 ES0604;                    North         East    Units  Estimated Accuracy
 ES0604;SPC AZ C     -   389,410.      206,370.      MT  (+/- 180 meters Scaled)
 ES0604
 ES0604                          SUPERSEDED SURVEY CONTROL
 ES0604
 ES0604  NGVD 29 (??/??/92) 1372.268  (m)         4502.18   (f) ADJ UNCH    2 0
 ES0604
 ES0604.Superseded values are not recommended for survey control.
 ES0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0604.See file dsdata.txt to determine how the superseded data were derived.
 ES0604
 ES0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD088193(NAD 83)
 ES0604_MARKER: DR = REFERENCE MARK DISK
 ES0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0604_STAMPING: BLISS NO 1 1959
 ES0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0604+STABILITY: SURFACE MOTION
 ES0604
 ES0604  HISTORY     - Date     Condition        Report By
 ES0604  HISTORY     - 1959     MONUMENTED       CGS
 ES0604  HISTORY     - 20080719 GOOD             GEOCAC
 ES0604
 ES0604                          STATION DESCRIPTION
 ES0604
 ES0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0604'10.0 MI SW FROM CAMP VERDE.
 ES0604'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE
 ES0604'POST OFFICE IN CAMP VERDE, THENCE 7.1 MILES SOUTH ALONG STATE HIGHWAY
 ES0604'79, 32.0 FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH
 ES0604'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 ES0604
 ES0604                          STATION RECOVERY (2008)
 ES0604
 ES0604'RECOVERY NOTE BY GEOCACHING 2008 (RHT)
 ES0604'RECOVERED IN GOOD CONDITION. TO REACH THE MARK, TURN EAST ON THE
 ES0604'CHERRY ROAD EXIT OFF I-17. MAKE THE FIRST RIGHT .08 MILE EAST OF THE
 ES0604'NORTHBOUND EXIT RAMP. FOLLOW THIS ROAD FOR .28 MILES PAST A GARLIC AND
 ES0604'WINE SHOP TO THE TOP OF A HILL. THE MARK IS ABOUT 20 FEET NNE OF A
 ES0604'20-FOOT TALL WOODEN CROSS, AND ABOUT 30 FEET ENE OF THE BLISS (ES0605)
 ES0604'BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0606 ***********************************************************************
 ES0606  DESIGNATION -  BLISS RM 2
 ES0606  PID         -  ES0606
 ES0606  STATE/COUNTY-  AZ/YAVAPAI
 ES0606  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0606
 ES0606                         *CURRENT SURVEY CONTROL
 ES0606  ___________________________________________________________________
 ES0606* NAD 83(1986)-  34 30 42.     (N)    111 59 34.     (W)     SCALED    
 ES0606* NAVD 88     -      1372.75   (+/-2cm)    4503.8    (feet)  VERTCON   
 ES0606  ___________________________________________________________________
 ES0606  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0606
 ES0606.The horizontal coordinates were scaled from a topographic map and have
 ES0606.an estimated accuracy of +/- 6 seconds.
 ES0606
 ES0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0606.The vertical order pertains to the NGVD 29 superseded value.
 ES0606
 ES0606.The geoid height was determined by GEOID03.
 ES0606
 ES0606;                    North         East    Units  Estimated Accuracy
 ES0606;SPC AZ C     -   389,410.      206,370.      MT  (+/- 180 meters Scaled)
 ES0606
 ES0606                          SUPERSEDED SURVEY CONTROL
 ES0606
 ES0606  NGVD 29 (??/??/92) 1371.936  (m)         4501.09   (f) ADJ UNCH    2 0
 ES0606
 ES0606.Superseded values are not recommended for survey control.
 ES0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0606.See file dsdata.txt to determine how the superseded data were derived.
 ES0606
 ES0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD088193(NAD 83)
 ES0606_MARKER: DR = REFERENCE MARK DISK
 ES0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0606_STAMPING: BLISS NO 2 1959
 ES0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0606+STABILITY: SURFACE MOTION
 ES0606
 ES0606  HISTORY     - Date     Condition        Report By
 ES0606  HISTORY     - 1959     MONUMENTED       CGS
 ES0606
 ES0606                          STATION DESCRIPTION
 ES0606
 ES0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0606'10.0 MI SW FROM CAMP VERDE.
 ES0606'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0606'OFFICE IN CAMP VERDE, THENCE 7.1 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0606'31 FEET SOUTHEAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH
 ES0606'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0900 ***********************************************************************
 DW0900  DESIGNATION -  BLOCKAROCK
 DW0900  PID         -  DW0900
 DW0900  STATE/COUNTY-  AZ/LA PAZ
 DW0900  USGS QUAD   -  POSTON (1970)
 DW0900
 DW0900                         *CURRENT SURVEY CONTROL
 DW0900  ___________________________________________________________________
 DW0900* NAD 83(1992)-  33 53 13.31509(N)    114 24 53.91145(W)     ADJUSTED  
 DW0900* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 DW0900  ___________________________________________________________________
 DW0900  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 DW0900  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0900  HORZ ORDER  -  FIRST
 DW0900
 DW0900.The horizontal coordinates were established by classical geodetic methods
 DW0900.and adjusted by the National Geodetic Survey in June 1998.
 DW0900
 DW0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0900
 DW0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0900
 DW0900.The geoid height was determined by GEOID03.
 DW0900
 DW0900;                    North         East     Units Scale Factor Converg.
 DW0900;SPC AZ W     -   320,334.232   151,848.759   MT  0.99997996   -0 22 14.8
 DW0900;SPC AZ W     - 1,050,965.33    498,191.47   iFT  0.99997996   -0 22 14.8
 DW0900;SPC CA 6     -   692,291.887 2,169,743.784   MT  1.00000062   +1 00 30.2
 DW0900;SPC CA 6     - 2,271,294.30  7,118,567.73   sFT  1.00000062   +1 00 30.2
 DW0900;UTM  11      - 3,752,638.573   739,067.889   MT  1.00030462   +1 26 31.1
 DW0900
 DW0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0900!SPC AZ W     -   0.99998701  x   0.99997996  =   0.99996697
 DW0900!SPC CA 6     -   0.99998701  x   1.00000062  =   0.99998763
 DW0900!UTM  11      -   0.99998701  x   1.00030462  =   1.00029163
 DW0900
 DW0900:                Primary Azimuth Mark                     Grid Az
 DW0900:SPC AZ W     -  TYSON                                    172 23 14.9
 DW0900:SPC CA 6     -  TYSON                                    171 00 29.9
 DW0900:UTM  11      -  TYSON                                    170 34 29.0
 DW0900
 DW0900|---------------------------------------------------------------------|
 DW0900| PID    Reference Object                     Distance      Geod. Az  |
 DW0900|                                                           dddmmss.s |
 DW0900| DW0899 TYSON                               APPROX.10.0 KM 1720100.1 |
 DW0900| CE9811 BLOCKAROCK RM 2                      15.730 METERS 21225     |
 DW0900| CE9810 BLOCKAROCK RM 1                      14.015 METERS 31125     |
 DW0900|---------------------------------------------------------------------|
 DW0900
 DW0900                          SUPERSEDED SURVEY CONTROL
 DW0900
 DW0900  NAD 83(1992)-  33 53 13.31509(N)    114 24 53.91145(W) AD(       ) 1
 DW0900  NAD 83(1986)-  33 53 13.31509(N)    114 24 53.91591(W) AD(       ) 1
 DW0900  NAD 27      -  33 53 13.24900(N)    114 24 51.08200(W) AD(       ) 1
 DW0900  NGVD 29 (07/19/86)  114.0    (m)          374.     (f) VERT ANG    3  
 DW0900
 DW0900.Superseded values are not recommended for survey control.
 DW0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0900.See file dsdata.txt to determine how the superseded data were derived.
 DW0900
 DW0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3906852639(NAD 83)
 DW0900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0900_SETTING: 66 = SET IN ROCK OUTCROP
 DW0900_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0900+STABILITY: POSITION/ELEVATION WELL
 DW0900
 DW0900  HISTORY     - Date     Condition        Report By
 DW0900  HISTORY     - 1935     MONUMENTED       CGS
 DW0900  HISTORY     - 1947     GOOD             USGS
 DW0900  HISTORY     - 1954     GOOD             USGS
 DW0900
 DW0900                          STATION DESCRIPTION
 DW0900
 DW0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0900'STATION IS LOCATED ON THE WESTERN AND HIGHEST OF A GROUP OF
 DW0900'SMALL BUTTES JUST W OF THE RIM OF THE MESA E OF THE COLORADO
 DW0900'RIVER VALLEY.  IT IS ABOUT 19 MILES AIR LINE SSW OF PARKER,
 DW0900'23 MILES NE OF BLYTHE AND 7 MILES E OF THE COLORADO RIVER.
 DW0900'
 DW0900'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0900'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0900'
 DW0900'TO REACH THE STATION FROM PARKER, GO S ON THE BOUSE-QUARTZITE
 DW0900'ROAD 4.3 MILES.  KEEP STRAIGHT AHEAD AT CROSSROADS AND GO
 DW0900'0.5 MILE.  TAKE LEFT FORK AND GO 7.9 MILES, TAKE LEFT FORK
 DW0900'0.5 MILE, TAKE RIGHT FORK AND GO 1.0 MILE TO A CATTLE GUARD.
 DW0900'CONTINUE STRAIGHT AHEAD 5.5 MILES, TURN RIGHT OFF THE ROAD
 DW0900'AND GO 0.2 MILE CIRCLING TO THE N END OF THE BUTTE THEN TURN
 DW0900'S ON THE RIDGE AND GO 0.1 MILE TO THE STATION.
 DW0900
 DW0900                          STATION RECOVERY (1947)
 DW0900
 DW0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DW0900'RECOVERED IN GOOD CONDITION.
 DW0900
 DW0900                          STATION RECOVERY (1954)
 DW0900
 DW0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0445 ***********************************************************************
 ES0445  DESIGNATION -  BLOODY RM 1
 ES0445  PID         -  ES0445
 ES0445  STATE/COUNTY-  AZ/YAVAPAI
 ES0445  USGS QUAD   -  BLOODY BASIN (1967)
 ES0445
 ES0445                         *CURRENT SURVEY CONTROL
 ES0445  ___________________________________________________________________
 ES0445* NAD 83(1992)-  34 09 20.46109(N)    111 49 18.79691(W)     NO CHECK  
 ES0445* NAVD 88     -       911.69   (+/-2cm)    2991.1    (feet)  VERTCON   
 ES0445  ___________________________________________________________________
 ES0445  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 ES0445  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 ES0445  HORZ ORDER  -  THIRD
 ES0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0445
 ES0445.The horizontal coordinates were established by classical geodetic methods
 ES0445.and adjusted by the National Geodetic Survey in August 1993.
 ES0445.No horizontal observational check was made to the station.
 ES0445
 ES0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0445.The vertical order pertains to the NGVD 29 superseded value.
 ES0445
 ES0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0445
 ES0445.The geoid height was determined by GEOID03.
 ES0445
 ES0445;                    North         East     Units Scale Factor Converg.
 ES0445;SPC AZ C     -   349,925.201   222,099.225   MT  0.99990094   +0 03 11.6
 ES0445;SPC AZ C     - 1,148,048.56    728,672.00   iFT  0.99990094   +0 03 11.6
 ES0445;UTM  12      - 3,779,723.184   424,238.199   MT  0.99967075   -0 27 41.3
 ES0445
 ES0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0445!SPC AZ C     -   0.99986115  x   0.99990094  =   0.99976210
 ES0445!UTM  12      -   0.99986115  x   0.99967075  =   0.99953194
 ES0445
 ES0445                          SUPERSEDED SURVEY CONTROL
 ES0445
 ES0445  NAD 83(1992)-  34 09 20.45685(N)    111 49 18.79931(W) AD(       ) 3
 ES0445  NGVD 29 (??/??/92)  911.023  (m)         2988.91   (f) ADJ UNCH    2 0
 ES0445
 ES0445.Superseded values are not recommended for survey control.
 ES0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0445.See file dsdata.txt to determine how the superseded data were derived.
 ES0445
 ES0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2423879723(NAD 83)
 ES0445_MARKER: DR = REFERENCE MARK DISK
 ES0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0445_STAMPING: BLOODY R.M. NO.1 1946
 ES0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0445+STABILITY: SURFACE MOTION
 ES0445
 ES0445  HISTORY     - Date     Condition        Report By
 ES0445  HISTORY     - 1946     MONUMENTED       CGS
 ES0445  HISTORY     - 1952     GOOD             NGS
 ES0445  HISTORY     - 19690707 MARK NOT FOUND   LOCSUR
 ES0445  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 ES0445
 ES0445                          STATION DESCRIPTION
 ES0445
 ES0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0445'30.2 MI SE FROM CORDES.
 ES0445'IN THE NORTHEAST CORNER OF THE TRIANGLE, 22 FEET NORTHWEST OF THE
 ES0445'CENTER LINE OF THE SOUTHEAST LEG OF THE TRIANGLE, 22 FEET SOUTH OF THE
 ES0445'CENTER LINE OF THE NORTH LEG OF THE TRIANGLE, 21.8 FEET NORTHWEST OF
 ES0445'AND ABOUT LEVEL WITH THE BLOODY TRIANGULATION STATION, AND SET IN THE
 ES0445'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 ES0445
 ES0445                          STATION RECOVERY (1969)
 ES0445
 ES0445'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (MJW)
 ES0445'MARK NOT FOUND.
 ES0445
 ES0445                          STATION RECOVERY (2007)
 ES0445
 ES0445'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0445'AN UPROOTED MONUMENT WAS FOUND ON THE NORTH SIDE OF THE INTERSECTION,
 ES0445'BUT IT WAS UNCLEAR IF IT WAS FROM THIS MARK OR PERHAPS ES0444, WHICH
 ES0445'WAS REPORTED DESTROYED IN 2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0443 ***********************************************************************
 ES0443  DESIGNATION -  BLOODY RM 2
 ES0443  PID         -  ES0443
 ES0443  STATE/COUNTY-  AZ/YAVAPAI
 ES0443  USGS QUAD   -  BLOODY BASIN (1967)
 ES0443
 ES0443                         *CURRENT SURVEY CONTROL
 ES0443  ___________________________________________________________________
 ES0443* NAD 83(1992)-  34 09 20.48238(N)    111 49 19.14935(W)     NO CHECK  
 ES0443* NAVD 88     -       911.68   (+/-2cm)    2991.1    (feet)  VERTCON   
 ES0443  ___________________________________________________________________
 ES0443  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 ES0443  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 ES0443  HORZ ORDER  -  THIRD
 ES0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0443
 ES0443.The horizontal coordinates were established by classical geodetic methods
 ES0443.and adjusted by the National Geodetic Survey in August 1993.
 ES0443.No horizontal observational check was made to the station.
 ES0443
 ES0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0443.The vertical order pertains to the NGVD 29 superseded value.
 ES0443
 ES0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0443
 ES0443.The geoid height was determined by GEOID03.
 ES0443
 ES0443;                    North         East     Units Scale Factor Converg.
 ES0443;SPC AZ C     -   349,925.848   222,090.198   MT  0.99990094   +0 03 11.4
 ES0443;SPC AZ C     - 1,148,050.68    728,642.38   iFT  0.99990094   +0 03 11.4
 ES0443;UTM  12      - 3,779,723.912   424,229.180   MT  0.99967077   -0 27 41.5
 ES0443
 ES0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0443!SPC AZ C     -   0.99986115  x   0.99990094  =   0.99976210
 ES0443!UTM  12      -   0.99986115  x   0.99967077  =   0.99953197
 ES0443
 ES0443                          SUPERSEDED SURVEY CONTROL
 ES0443
 ES0443  NAD 83(1992)-  34 09 20.47811(N)    111 49 19.15183(W) AD(       ) 3
 ES0443  NGVD 29 (??/??/92)  911.014  (m)         2988.89   (f) ADJ UNCH    2 0
 ES0443
 ES0443.Superseded values are not recommended for survey control.
 ES0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0443.See file dsdata.txt to determine how the superseded data were derived.
 ES0443
 ES0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2422979724(NAD 83)
 ES0443_MARKER: DR = REFERENCE MARK DISK
 ES0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0443_STAMPING: BLOODY R.M. NO.2 1946
 ES0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0443+STABILITY: SURFACE MOTION
 ES0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0443+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2007
 ES0443
 ES0443  HISTORY     - Date     Condition        Report By
 ES0443  HISTORY     - 1946     MONUMENTED       CGS
 ES0443  HISTORY     - 1952     GOOD             NGS
 ES0443  HISTORY     - 20070811 GOOD             GEOCAC
 ES0443
 ES0443                          STATION DESCRIPTION
 ES0443
 ES0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0443'30.2 MI SE FROM CORDES.
 ES0443'IN THE NORTHWEST CORNER OF THE TRIANGLE, 21 FEET NORTHEAST OF THE
 ES0443'CENTER LINE OF THE SOUTHWEST LEG OF THE TRIANGLE, 21 FEET SOUTH OF THE
 ES0443'CENTER LINE OF THE NORTH LEG OF THE TRIANGLE, 18.4 FEET NORTHWEST OF
 ES0443'AND ABOUT LEVEL WITH BLOODY TRIANGULATION STATION, AND SET IN THE TOP
 ES0443'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 ES0443
 ES0443                          STATION RECOVERY (2007)
 ES0443
 ES0443'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0443'THE MARK IS AT THE APPROXIMATE CENTER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0627 ***********************************************************************
 ES0627  DESIGNATION -  BLOWED
 ES0627  PID         -  ES0627
 ES0627  STATE/COUNTY-  AZ/NAVAJO
 ES0627  USGS QUAD   -  HIBBARD (1970)
 ES0627
 ES0627                         *CURRENT SURVEY CONTROL
 ES0627  ___________________________________________________________________
 ES0627* NAD 83(1992)-  34 59 31.12953(N)    110 34 24.61718(W)     ADJUSTED  
 ES0627* NAVD 88     -      1488.920  (meters)    4884.90   (feet)  ADJUSTED  
 ES0627  ___________________________________________________________________
 ES0627  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 ES0627  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0627  DYNAMIC HT  -        1486.940 (meters)    4878.40  (feet)  COMP
 ES0627  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 ES0627
 ES0627  HORZ ORDER  -  SECOND
 ES0627  VERT ORDER  -  FIRST     CLASS II
 ES0627
 ES0627.The horizontal coordinates were established by classical geodetic methods
 ES0627.and adjusted by the National Geodetic Survey in August 1993.
 ES0627
 ES0627.The orthometric height was determined by differential leveling
 ES0627.and adjusted in June 1991.
 ES0627
 ES0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0627
 ES0627.The geoid height was determined by GEOID03.
 ES0627
 ES0627.The dynamic height is computed by dividing the NAVD 88
 ES0627.geopotential number by the normal gravity value computed on the
 ES0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0627.degrees latitude (g = 980.6199 gals.).
 ES0627
 ES0627.The modeled gravity was interpolated from observed gravity values.
 ES0627
 ES0627;                    North         East     Units Scale Factor Converg.
 ES0627;SPC AZ E     -   442,760.226   176,220.477   MT  0.99991699   -0 13 59.9
 ES0627;SPC AZ E     - 1,452,625.41    578,151.17   iFT  0.99991699   -0 13 59.9
 ES0627;UTM  12      - 3,872,236.799   538,922.316   MT  0.99961867   +0 14 40.5
 ES0627
 ES0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0627!SPC AZ E     -   0.99977014  x   0.99991699  =   0.99968715
 ES0627!UTM  12      -   0.99977014  x   0.99961867  =   0.99938890
 ES0627
 ES0627|---------------------------------------------------------------------|
 ES0627| PID    Reference Object                     Distance      Geod. Az  |
 ES0627|                                                           dddmmss.s |
 ES0627| ES0626 BLOWED RM 1                          15.319 METERS 10910     |
 ES0627| CD1644 HIGHWAY 66 STA 350+00 4885.47                      2871312.7 |
 ES0627| ES0625 BLOWED RM 2                          17.127 METERS 29451     |
 ES0627|---------------------------------------------------------------------|
 ES0627
 ES0627                          SUPERSEDED SURVEY CONTROL
 ES0627
 ES0627  NAD 83(1986)-  34 59 31.12413(N)    110 34 24.61988(W) AD(       ) 2
 ES0627  NAD 27      -  34 59 31.04210(N)    110 34 22.15080(W) AD(       ) 2
 ES0627  NGVD 29 (07/19/86) 1488.15   (m)         4882.4    (f) LEVELING    3  
 ES0627
 ES0627.Superseded values are not recommended for survey control.
 ES0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0627.See file dsdata.txt to determine how the superseded data were derived.
 ES0627
 ES0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3892272237(NAD 83)
 ES0627_MARKER: DE = TRAVERSE STATION DISK
 ES0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0627_STAMPING: BLOWED 1959
 ES0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0627+STABILITY: SURFACE MOTION
 ES0627
 ES0627  HISTORY     - Date     Condition        Report By
 ES0627  HISTORY     - 1959     MONUMENTED       CGS
 ES0627  HISTORY     - 1959     GOOD             CGS
 ES0627  HISTORY     - 1971     GOOD             AZHD
 ES0627  HISTORY     - 1972     GOOD             NGS
 ES0627  HISTORY     - 1983     GOOD             NGS
 ES0627
 ES0627                          STATION DESCRIPTION
 ES0627
 ES0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0627'THE STATION IS ABOUT 7-1/2 MILES EAST OF WINSLOW ON THE NORTH
 ES0627'RIGHT-OF-WAY OF U.S. HIGHWAY 66.
 ES0627'
 ES0627'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO SOUTH
 ES0627'FOR 1 BLOCK TO U.S. HIGHWAY 66, TURN LEFT AND GO EAST ON U.S.
 ES0627'HIGHWAY 66 FOR 3.4 MILES TO THE MINNETONKA TRADING POST ON
 ES0627'THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 3.3 MILES TO
 ES0627'CONCRETE CULVERT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ES0627'EAST ON U.S. HIGHWAY 66 FOR 0.35 MILE TO THE STATION AND
 ES0627'REFERENCE MARKS ON THE LEFT.
 ES0627'
 ES0627'THE STATION MARK, STAMPED BLOWED 1959, IS A STANDARD TRAVERSE
 ES0627'STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 ES0627'POST THAT PROJECTS 8 INCHES.  IT IS 91 FEET NORTH OF THE CENTER
 ES0627'OF THE WEST BOUND TRAFFIC LANE, 19 FEET WEST OF RIGHT-OF-WAY
 ES0627'POST 370+00 P O T, 8.0 FEET SOUTHWEST OF THE WITNESS POST AND 4
 ES0627'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0627'
 ES0627'REFERENCE MARK NO. 1, STAMPED BLOWED NO 1 1959, IS A STANDARD
 ES0627'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0627'PROJECTS 6 INCHES.  IT IS 93 FEET NORTH OF THE CENTER OF THE
 ES0627'WEST BOUND TRAFFIC LANE, 57.8 FEET EAST OF THE WITNESS POST
 ES0627'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0627'
 ES0627'REFERENCE MARK NO. 2, STAMPED BLOWED NO 2 1959, IS A STANDARD
 ES0627'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0627'PROJECTS 6 INCHES.  IT IS 93 FEET NORTH OF THE CENTER OF THE
 ES0627'WEST BOUND TRAFFIC LANE, 48.8 FEET WEST OF THE WITNESS POST
 ES0627'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0627'
 ES0627'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.4 FEET.
 ES0627'
 ES0627'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPT. BENCH MARK DISK SET
 ES0627'IN A DRILL HOLE IN THE NORTH HEAD WALL OF A CONCRETE CULVERT
 ES0627'FOR EAST BOUND TRAFFIC ON U.S. HIGHWAY 66.  THE DISK IS
 ES0627'STAMPED 4885.47 STA 350X00 1958.
 ES0627
 ES0627                          STATION RECOVERY (1959)
 ES0627
 ES0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0627'7.0 MI E FROM WINSLOW.
 ES0627'FROM THE POST OFFICE IN WINSLOW GO SOUTH FOR 1 BLOCK TO U.S. HIGHWAY
 ES0627'66, TURN LEFT AND GO EAST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE
 ES0627'MINNETONKA TRADING POST ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66
 ES0627'FOR 3.65 MILES TO THE STATION ON THE LEFT, NORTH RIGHT-OF-WAY, 8 FEET
 ES0627'SOUTHWEST OF THE WITNESS POST AND 4 FEET SOUTH OF THE RIGHT-OF-WAY
 ES0627'FENCE.  A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 ES0627
 ES0627                          STATION RECOVERY (1971)
 ES0627
 ES0627'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971
 ES0627'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  TO
 ES0627'REACH FROM MILEPOST 262, INTERSTATE 40 BETWEEN WINSLOW AND
 ES0627'HOLBROOK, GO EASTERLY ON INTERSTATE 40 FOR 0.2 MILES TO THE
 ES0627'STATION ON LEFT, LOCATED 8 FEET E OF A WITNESS POST AND 4.5
 ES0627'FEET S OF N R/W FENCE.
 ES0627
 ES0627                          STATION RECOVERY (1972)
 ES0627
 ES0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES0627'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 ES0627'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 ES0627'
 ES0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 ES0627'EAST OF WINSLOW
 ES0627
 ES0627                          STATION RECOVERY (1983)
 ES0627
 ES0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0626 ***********************************************************************
 ES0626  DESIGNATION -  BLOWED RM 1
 ES0626  PID         -  ES0626
 ES0626  STATE/COUNTY-  AZ/NAVAJO
 ES0626  USGS QUAD   -  HIBBARD (1970)
 ES0626
 ES0626                         *CURRENT SURVEY CONTROL
 ES0626  ___________________________________________________________________
 ES0626* NAD 83(1986)-  34 59 31.     (N)    110 34 23.     (W)     SCALED    
 ES0626* NAVD 88     -      1488.785  (meters)    4884.46   (feet)  ADJUSTED  
 ES0626  ___________________________________________________________________
 ES0626  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0626  DYNAMIC HT  -        1486.805 (meters)    4877.96  (feet)  COMP
 ES0626  MODELED GRAV-     979,252.4   (mgal)                       NAVD 88
 ES0626
 ES0626  VERT ORDER  -  SECOND    CLASS 0
 ES0626
 ES0626.The horizontal coordinates were scaled from a topographic map and have
 ES0626.an estimated accuracy of +/- 6 seconds.
 ES0626
 ES0626.The orthometric height was determined by differential leveling
 ES0626.and adjusted in June 1991.
 ES0626
 ES0626.The geoid height was determined by GEOID03.
 ES0626
 ES0626.The dynamic height is computed by dividing the NAVD 88
 ES0626.geopotential number by the normal gravity value computed on the
 ES0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0626.degrees latitude (g = 980.6199 gals.).
 ES0626
 ES0626.The modeled gravity was interpolated from observed gravity values.
 ES0626
 ES0626;                    North         East    Units  Estimated Accuracy
 ES0626;SPC AZ E     -   442,760.      176,260.      MT  (+/- 180 meters Scaled)
 ES0626
 ES0626                          SUPERSEDED SURVEY CONTROL
 ES0626
 ES0626  NGVD 29 (??/??/92) 1488.02   (m)         4881.9    (f) COMPUTED    2 0
 ES0626
 ES0626.Superseded values are not recommended for survey control.
 ES0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0626.See file dsdata.txt to determine how the superseded data were derived.
 ES0626
 ES0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD389722(NAD 83)
 ES0626_MARKER: DR = REFERENCE MARK DISK
 ES0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0626_STAMPING: BLOWED NO 1 1959
 ES0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0626+STABILITY: SURFACE MOTION
 ES0626
 ES0626  HISTORY     - Date     Condition        Report By
 ES0626  HISTORY     - 1959     MONUMENTED       CGS
 ES0626  HISTORY     - 1983     GOOD             NGS
 ES0626
 ES0626                          STATION DESCRIPTION
 ES0626
 ES0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0626'7.0 MI E FROM WINSLOW.
 ES0626'FROM THE POST OFFICE IN WINSLOW GO SOUTH FOR 1 BLOCK TO U.S. HIGHWAY
 ES0626'66, TURN LEFT AND GO EAST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE
 ES0626'MINNETONKA TRADING POST ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66
 ES0626'FOR 3.65 MILES TO THE STATION ON THE LEFT, NORTH RIGHT-OF-WAY, 57.8
 ES0626'FEET EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 ES0626'FENCE.  A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0626
 ES0626                          STATION RECOVERY (1983)
 ES0626
 ES0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0625 ***********************************************************************
 ES0625  DESIGNATION -  BLOWED RM 2
 ES0625  PID         -  ES0625
 ES0625  STATE/COUNTY-  AZ/NAVAJO
 ES0625  USGS QUAD   -  HIBBARD (1970)
 ES0625
 ES0625                         *CURRENT SURVEY CONTROL
 ES0625  ___________________________________________________________________
 ES0625* NAD 83(1986)-  34 59 31.     (N)    110 34 25.     (W)     SCALED    
 ES0625* NAVD 88     -      1489.028  (meters)    4885.25   (feet)  ADJUSTED  
 ES0625  ___________________________________________________________________
 ES0625  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0625  DYNAMIC HT  -        1487.047 (meters)    4878.75  (feet)  COMP
 ES0625  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 ES0625
 ES0625  VERT ORDER  -  SECOND    CLASS 0
 ES0625
 ES0625.The horizontal coordinates were scaled from a topographic map and have
 ES0625.an estimated accuracy of +/- 6 seconds.
 ES0625
 ES0625.The orthometric height was determined by differential leveling
 ES0625.and adjusted in June 1991.
 ES0625
 ES0625.The geoid height was determined by GEOID03.
 ES0625
 ES0625.The dynamic height is computed by dividing the NAVD 88
 ES0625.geopotential number by the normal gravity value computed on the
 ES0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0625.degrees latitude (g = 980.6199 gals.).
 ES0625
 ES0625.The modeled gravity was interpolated from observed gravity values.
 ES0625
 ES0625;                    North         East    Units  Estimated Accuracy
 ES0625;SPC AZ E     -   442,760.      176,210.      MT  (+/- 180 meters Scaled)
 ES0625
 ES0625                          SUPERSEDED SURVEY CONTROL
 ES0625
 ES0625  NGVD 29 (??/??/92) 1488.26   (m)         4882.7    (f) COMPUTED    2 0
 ES0625
 ES0625.Superseded values are not recommended for survey control.
 ES0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0625.See file dsdata.txt to determine how the superseded data were derived.
 ES0625
 ES0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD389722(NAD 83)
 ES0625_MARKER: DR = REFERENCE MARK DISK
 ES0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0625_STAMPING: BLOWED NO 2 1959
 ES0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0625+STABILITY: SURFACE MOTION
 ES0625
 ES0625  HISTORY     - Date     Condition        Report By
 ES0625  HISTORY     - 1959     MONUMENTED       CGS
 ES0625  HISTORY     - 1983     GOOD             NGS
 ES0625
 ES0625                          STATION DESCRIPTION
 ES0625
 ES0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0625'7.0 MI E FROM WINSLOW.
 ES0625'FROM THE POST OFFICE IN WINSLOW GO SOUTH FOR 1 BLOCK TO U.S. HIGHWAY
 ES0625'66, TURN LEFT AND GO EAST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE
 ES0625'MINNETONKA TRADING POST ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 66
 ES0625'FOR 3.65 MILES TO THE STATION ON THE LEFT, NORTH RIGHT-OF-WAY, 48.8
 ES0625'FEET WEST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 ES0625'FENCE.  A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0625
 ES0625                          STATION RECOVERY (1983)
 ES0625
 ES0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1015 ***********************************************************************
 ET1015  DESIGNATION -  BLUE
 ET1015  PID         -  ET1015
 ET1015  STATE/COUNTY-  AZ/YAVAPAI
 ET1015  USGS QUAD   -  BEHM MESA (1986)
 ET1015
 ET1015                         *CURRENT SURVEY CONTROL
 ET1015  ___________________________________________________________________
 ET1015* NAD 83(1992)-  34 37 31.74429(N)    113 06 09.43481(W)     ADJUSTED  
 ET1015* NAVD 88     -      1691.2    (meters)    5549.     (feet)  VERTCON   
 ET1015  ___________________________________________________________________
 ET1015  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 ET1015  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 ET1015  HORZ ORDER  -  FIRST
 ET1015
 ET1015.The horizontal coordinates were established by classical geodetic methods
 ET1015.and adjusted by the National Geodetic Survey in August 1993.
 ET1015
 ET1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1015
 ET1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1015
 ET1015.The geoid height was determined by GEOID03.
 ET1015
 ET1015;                    North         East     Units Scale Factor Converg.
 ET1015;SPC AZ C     -   402,670.243   104,613.558   MT  1.00004571   -0 40 26.2
 ET1015;SPC AZ C     - 1,321,096.60    343,220.33   iFT  1.00004571   -0 40 26.2
 ET1015;UTM  12      - 3,833,522.181   307,246.823   MT  1.00005796   -1 11 42.4
 ET1015
 ET1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1015!SPC AZ C     -   0.99973897  x   1.00004571  =   0.99978467
 ET1015!UTM  12      -   0.99973897  x   1.00005796  =   0.99979691
 ET1015
 ET1015|---------------------------------------------------------------------|
 ET1015| PID    Reference Object                     Distance      Geod. Az  |
 ET1015|                                                           dddmmss.s |
 ET1015| CH2759 BLUE RM 2                             5.336 METERS 19848     |
 ET1015| CH2757 H 44                                               3010247.0 |
 ET1015| CH2758 BLUE RM 1                             4.138 METERS 33739     |
 ET1015|---------------------------------------------------------------------|
 ET1015
 ET1015                          SUPERSEDED SURVEY CONTROL
 ET1015
 ET1015  NAD 83(1986)-  34 37 31.74318(N)    113 06 09.44136(W) AD(       ) 1
 ET1015  NAD 27      -  34 37 31.67100(N)    113 06 06.74400(W) AD(       ) 1
 ET1015  NGVD 29 (07/19/86) 1690.4    (m)         5546.     (f) VERT ANG    3  
 ET1015
 ET1015.Superseded values are not recommended for survey control.
 ET1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1015.See file dsdata.txt to determine how the superseded data were derived.
 ET1015
 ET1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0724733522(NAD 83)
 ET1015_MARKER: DS = TRIANGULATION STATION DISK
 ET1015_SETTING: 80 = SET IN A BOULDER
 ET1015_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1015
 ET1015  HISTORY     - Date     Condition        Report By
 ET1015  HISTORY     - 1944     MONUMENTED       CGS
 ET1015  HISTORY     - 1969     GOOD             USGS
 ET1015  HISTORY     - 19690310 GOOD             USGS
 ET1015
 ET1015                          STATION DESCRIPTION
 ET1015
 ET1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1015'STATION IS ABOUT 17-1/2 MILES (AIR LINE) NW OF HILLSIDE, ABOUT
 ET1015'29 MILES (AIR LINE) E OF WIKIEUP, ON THE HIGHEST POINT OF
 ET1015'THE BLUE MOUNTAINS WHICH ARE THE FIRST RANGE SW OF WILDHORSE
 ET1015'BASIN.
 ET1015'
 ET1015'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER WHICH
 ET1015'IS FLUSH WITH THE GROUND AND IS STAMPED BLUE 1944.  IT IS 12-1/2
 ET1015'FEET WSW OF THE HIGHEST POINT OF THE MOUNTAIN.
 ET1015'
 ET1015'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1015'WHICH IS FLUSH WITH THE GROUND AND IS STAMPED BLUE NO 1 1944.
 ET1015'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 ET1015'
 ET1015'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1015'WHICH PROJECTS ABOUT 26 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1015'BLUE NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET1015'STATION MARK.
 ET1015'
 ET1015'AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 ET1015'DISK SET IN BEDROCK WHICH IS FLUSH WITH THE SURROUNDING SURFACE
 ET1015'AND IS STAMPED H 44 4468 1944.  THE MARK IS 2 FEET N OF A
 ET1015'2-FOOT CAIRN AND IS 10 FEET SE OF THE CENTER LINE OF THE ROAD
 ET1015'TO WILDHORSE BASIN.
 ET1015'
 ET1015'TO REACH STATION FROM HILLSIDE, GO N ON GRADED ROAD FOR 0.4
 ET1015'MILE TO A FORK.  HERE TAKE LEFT FORK FOR 22.1 MILES TO A ROAD
 ET1015'ON THE LEFT AND A SIGN ON THE LEFT READING OLD DICK MINE.
 ET1015'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK AND SIGN READING
 ET1015'HILLSIDE MINE NELSON RANCH.  HERE TAKE RIGHT FORK AND GO
 ET1015'1.3 MILES TO THE NELSON RANCH ON THE RIGHT.  CONTINUE PAST THE
 ET1015'RANCH FOR 0.4 MILE TO A FORK AND SIGN READING WILDHORSE BASIN.
 ET1015'FOLLOWING SIGN, TAKE RIGHT FORK HERE AND GO 1.6 MILES TO A
 ET1015'FORK.  TAKE THE LEFT FORK AND GO FOR 0.9 MILE TO A FORK.
 ET1015'HERE TAKE THE RIGHT FORK AND GO 1.9 MILES TO THE AZIMUTH MARK
 ET1015'WITNESS POST AND THE END OF TRUCK TRAVEL AT THE TOP OF
 ET1015'A RIDGE JUST AFTER CLIMBING A VERY STEEP GRADE.  FROM
 ET1015'HERE PACK ESE TO THE HIGHEST POINT AND THE STATION.
 ET1015'
 ET1015'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1015
 ET1015                          STATION RECOVERY (1969)
 ET1015
 ET1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET1015'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 ET1015'34 113 1, STATION 1001 EXCEPT AS FOLLOWS--
 ET1015'
 ET1015'REACHED BY HELICOPTER.
 ET1015'
 ET1015'APPROXIMATE ALTERNATE TO REACH DESCRIPTION--THERE APPEARS TO
 ET1015'BE A GOOD DRY WEATHER RD. THAT RUNS FROM THE AREA OF THE BAGDAD
 ET1015'AIRPORT TO AN AREA NW. OF AND 0.5 MI. FROM THE STATION MARK.
 ET1015'APPROXIMATELY A 3 MI. DRIVE FROM THE AIRPORT ON TO NELSON MESA AND
 ET1015'END OF TRUCK TRAVEL.  APPROXIMATELY 45-MINUTE PACK TO STATION
 ET1015'MARK.
 ET1015'
 ET1015'STATION MARK--A STANDARD USC AND GS BRONZE DISK STAMPED BLUE 1944,
 ET1015'SET IN A BOULDER PROJECTING 0.3 FT. ABOVE THE GROUND, ABOUT 12 FT.
 ET1015'WSW. OF AND ABOUT 1 FT. BELOW THE HIGHEST POINT OF THE MOUNTAIN.
 ET1015'
 ET1015'REFERENCE MARK NO. 1--A STANDARD USC AND GS REFERENCE DISK
 ET1015'STAMPED BLUE NO 1 1944, SET IN A BOULDER THAT LIES IN A
 ET1015'GROUP OF BOULDERS, 2.2 FT. BELOW THE STATION MARK.
 ET1015'
 ET1015'REFERENCE MARK NO. 2--A STANDARD USC AND GS REFERENCE DISK
 ET1015'STAMPED BLUE NO 2 1944, SET IN A BOULDER PROJECTING 2 FT. ABOVE
 ET1015'THE GROUND, 0.2 FT. BELOW THE STATION MARK.
 ET1015
 ET1015                          STATION RECOVERY (1969)
 ET1015
 ET1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0728 ***********************************************************************
 DT0728  DESIGNATION -  BLUE
 DT0728  PID         -  DT0728
 DT0728  STATE/COUNTY-  AZ/GREENLEE
 DT0728  USGS QUAD   -  STRAYHORSE (1991)
 DT0728
 DT0728                         *CURRENT SURVEY CONTROL
 DT0728  ___________________________________________________________________
 DT0728* NAD 83(1992)-  33 33 45.45733(N)    109 17 48.76691(W)     ADJUSTED  
 DT0728* NAVD 88     -      2852.8    (meters)    9360.     (feet)  VERTCON   
 DT0728  ___________________________________________________________________
 DT0728  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DT0728  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 DT0728  HORZ ORDER  -  FIRST
 DT0728
 DT0728.The horizontal coordinates were established by classical geodetic methods
 DT0728.and adjusted by the National Geodetic Survey in August 1993.
 DT0728
 DT0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0728
 DT0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0728
 DT0728.The geoid height was determined by GEOID03.
 DT0728
 DT0728;                    North         East     Units Scale Factor Converg.
 DT0728;SPC AZ E     -   284,484.871   294,117.708   MT  0.99998038   +0 28 51.2
 DT0728;SPC AZ E     -   933,349.31    964,953.11   iFT  0.99998038   +0 28 51.2
 DT0728;UTM  12      - 3,714,961.867   658,090.080   MT  0.99990812   +0 56 30.3
 DT0728
 DT0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0728!SPC AZ E     -   0.99955602  x   0.99998038  =   0.99953641
 DT0728!UTM  12      -   0.99955602  x   0.99990812  =   0.99946418
 DT0728
 DT0728|---------------------------------------------------------------------|
 DT0728| PID    Reference Object                     Distance      Geod. Az  |
 DT0728|                                                           dddmmss.s |
 DT0728| CD1650 BLUE RM 1                            10.418 METERS 02436     |
 DT0728| DT0725 BEAR MOUNTAIN LOOKOUT               APPROX.14.5 KM 1025233.8 |
 DT0728| CD1651 BLUE RM 2                            16.560 METERS 14333     |
 DT0728| DT0729 BURNT                               APPROX. 5.5 KM 1943512.6 |
 DT0728| DT0765 ROSE PEAK LOOKOUT                   APPROX.15.3 KM 2065237.6 |
 DT0728|---------------------------------------------------------------------|
 DT0728
 DT0728                          SUPERSEDED SURVEY CONTROL
 DT0728
 DT0728  NAD 83(1986)-  33 33 45.45512(N)    109 17 48.76773(W) AD(       ) 1
 DT0728  NAD 27      -  33 33 45.26037(N)    109 17 46.48247(W) AD(       ) 1
 DT0728  NGVD 29 (07/19/86) 2851.7    (m)         9356.     (f) VERT ANG    3  
 DT0728
 DT0728.Superseded values are not recommended for survey control.
 DT0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0728.See file dsdata.txt to determine how the superseded data were derived.
 DT0728
 DT0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5809014962(NAD 83)
 DT0728_MARKER: DD = SURVEY DISK
 DT0728_SETTING: 66 = SET IN ROCK OUTCROP
 DT0728
 DT0728  HISTORY     - Date     Condition        Report By
 DT0728  HISTORY     - 1934     MONUMENTED       USGS
 DT0728  HISTORY     - 1966     GOOD             CGS
 DT0728  HISTORY     - 1978     GOOD             NGS
 DT0728
 DT0728                          STATION DESCRIPTION
 DT0728
 DT0728'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DT0728'ABOUT 18 MILES SW OF ALPINE, ABOUT 10 MILES WSW OF TOWN OF
 DT0728'BLUE, ABOUT 5 MILES SE OF HANNAGAN MEDOWS, ON SAME MOUNTAIN
 DT0728'AS BLUE LOOKOUT.  THE MOUNTAIN IS SITUATED ON WHAT IS KNOWN AS
 DT0728'MOGOLLON RIM, AND IS ON BOUNDARY OF CROOK AND APACHE NATIONAL
 DT0728'FORESTS.
 DT0728'
 DT0728'STATION IS DIRECTLY UNDER LOOKOUT TOWER AND IS MARKED WITH
 DT0728'STANDARD U.S. GEOLOGICAL SURVEY TABLET IN DRILL HOLE IN ROCK.
 DT0728'
 DT0728'REFERENCE MARKS ARE STANDARD U.S. GEOLOGICAL SURVEY TABLETS IN
 DT0728'DRILL HOLES IN ROCK.
 DT0728'
 DT0728'REFERENCE MARK NO. 1 IS 10.480 METERS (34.38 FEET) FROM STATION.
 DT0728'
 DT0728'REFERENCE MARK NO. 2 IS 16.840 METERS (55.25 FEET) FROM STATION.
 DT0728'
 DT0728'ROSE PEAK LOOKOUT AND BEAR MOUNTAIN LOOKOUT MAY BE USED AS
 DT0728'AZIMUTH MARKS.
 DT0728'
 DT0728'TO REACH FROM ALPINE GO SW 25.0 MILES ON STATE HIGHWAY 81
 DT0728'(CORONADO TRAIL) TO STORE AT HANNAGAN MEDOWS, CONTINUE 7.1 MILES
 DT0728'TO CATTLE GUARD ACROSS ROAD AT BOUNDARY OF CROOK AND APACHE
 DT0728'NATIONAL FORESTS, TURN LEFT AND GO ABOUT 100 FEET, TURN RIGHT
 DT0728'ONTO OLD WAGON ROAD AND FOLLOW IT E 3.4 MILES TO END OF ROAD
 DT0728'AT BASE OF PEAK, GO 1.0 MILE ALMOST DUE E ALONG BLAZED TRAIL TO
 DT0728'LOOKOUT TOWER AND STATION.  DO NOT TAKE TRAIL TO RANGERS CABIN.
 DT0728
 DT0728                          STATION RECOVERY (1966)
 DT0728
 DT0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0728'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DT0728'FOUND IN GOOD CONDITION.  HOWEVER, A DIFFERENCE IN DISTANCE WAS
 DT0728'NOTED TO REFERENCE MARKS 1 AND 2, DUE TO ROAD CHANGES A NEW
 DT0728'COMPLETE DESCRIPTION FOLLOWS.
 DT0728'
 DT0728'THE STATION IS ABOUT 39 MILES NORTH OF CLIFTON, 20 MILES
 DT0728'SOUTH-SOUTHWEST OF ALPINE, 10 MILES WEST-SOUTHWEST OF BLUE,
 DT0728'ON THE SUMMIT OF AND NEAR THE SOUTH END OF BLUE MOUNTAIN, WHICH
 DT0728'IS IN THE MOGOLLON RIM AREA.
 DT0728'
 DT0728'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0728'STAMPED BLUE 1932 1934, CEMENTED IN A DRILL HOLE, IN A 2 X 1
 DT0728'FOOT ROCK OUTCROP, THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 DT0728'IT IS 11 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 DT0728'TOWER, 11 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER, 10.5
 DT0728'FEET SOUTHWEST OF THE NORTHEAST LEG OF THE TOWER, 11.5 FEET
 DT0728'SOUTHEAST OF THE NORTHWEST LEG OF THE TOWER AND 50 FEET SOUTH
 DT0728'AND ABOUT 5 FEET LOWER THAN THE HIGHEST POINT IN THE IMMEDIATE
 DT0728'VICINITY.
 DT0728'
 DT0728'REFERENCE MARK 1 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0728'STAMPED BLUE 1932 1934, CEMENTED IN A DRILL HOLE, IN A 1 X 3 FOOT
 DT0728'ROCK OUTCROP, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 DT0728'32.5 FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT
 DT0728'TOWER, 24 FEET NORTH OF THE NORTH LEG OF THE LOOKOUT TOWER AND
 DT0728'ABOUT THE SAME ELEVATION AS THE STATION.
 DT0728'
 DT0728'REFERENCE MARK 2 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0728'STAMPED BLUE NO 2 1932 1934, CEMENTED IN A DRILL HOLE, IN A
 DT0728'2 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS
 DT0728'41.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 DT0728'30 FEET EAST OF A TREE WITH A TRIANGULAR BLAZE OF THE EAST SIDE,
 DT0728'18 FEET EAST OF A SQUARE CONCRETE WATER WELL AND ABOUT 3 FEET
 DT0728'LOWER IN ELEVATION THAN THE STATION.
 DT0728'
 DT0728'NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 DT0728'
 DT0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DT0728'WEST-SOUTHWEST OF BLUE.
 DT0728
 DT0728                          STATION RECOVERY (1978)
 DT0728
 DT0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0728'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 DT0728'IN THE 1966 DESCRIPTION AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 DT0728'IN DIRECTION TO REFERENCE MARKS WAS NOTED AT THIS TIME.
 DT0728'
 DT0728'THE 1966 DESCRIPTIONS ARE ADEQUATE.
 DT0728'
 DT0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES SOUTHWEST
 DT0728'OF ALPINE.
 DT0728'
 DT0728'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0912 ***********************************************************************
 ET0912  DESIGNATION -  BLUE BELL
 ET0912  PID         -  ET0912
 ET0912  STATE/COUNTY-  AZ/YAVAPAI
 ET0912  USGS QUAD   -  MAYER (1974)
 ET0912
 ET0912                         *CURRENT SURVEY CONTROL
 ET0912  ___________________________________________________________________
 ET0912* NAD 83(1992)-  34 22 31.00036(N)    112 12 50.84245(W)     ADJUSTED  
 ET0912* NAVD 88     -      1354.7    (meters)    4445.     (feet)  VERTCON   
 ET0912  ___________________________________________________________________
 ET0912  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 ET0912  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 ET0912  HORZ ORDER  -  SECOND
 ET0912
 ET0912.The horizontal coordinates were established by classical geodetic methods
 ET0912.and adjusted by the National Geodetic Survey in August 1993.
 ET0912
 ET0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0912
 ET0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0912
 ET0912.The geoid height was determined by GEOID03.
 ET0912
 ET0912;                    North         East     Units Scale Factor Converg.
 ET0912;SPC AZ C     -   374,317.773   186,003.696   MT  0.99990922   -0 10 04.6
 ET0912;SPC AZ C     - 1,228,076.68    610,248.35   iFT  0.99990922   -0 10 04.6
 ET0912;UTM  12      - 3,804,435.163   388,370.794   MT  0.99975360   -0 41 08.1
 ET0912
 ET0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0912!SPC AZ C     -   0.99979158  x   0.99990922  =   0.99970082
 ET0912!UTM  12      -   0.99979158  x   0.99975360  =   0.99954523
 ET0912
 ET0912|---------------------------------------------------------------------|
 ET0912| PID    Reference Object                     Distance      Geod. Az  |
 ET0912|                                                           dddmmss.s |
 ET0912| CH2760 BLUE BELL RM 1                       16.360 METERS 08230     |
 ET0912| ET0938 POLAND                              APPROX.10.5 KM 3310402.0 |
 ET0912| CH2761 BLUE BELL RM 2                       19.525 METERS 34640     |
 ET0912|---------------------------------------------------------------------|
 ET0912
 ET0912                          SUPERSEDED SURVEY CONTROL
 ET0912
 ET0912  NAD 83(1986)-  34 22 30.99599(N)    112 12 50.84174(W) AD(       ) 2
 ET0912  NAD 27      -  34 22 30.89838(N)    112 12 48.25891(W) AD(       ) 2
 ET0912  NGVD 29 (07/19/86) 1353.9    (m)         4442.     (f) VERT ANG    3  
 ET0912
 ET0912.Superseded values are not recommended for survey control.
 ET0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0912.See file dsdata.txt to determine how the superseded data were derived.
 ET0912
 ET0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8837104435(NAD 83)
 ET0912_MARKER: DD = SURVEY DISK
 ET0912_SETTING: 80 = SET IN A BOULDER
 ET0912_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0912
 ET0912  HISTORY     - Date     Condition        Report By
 ET0912  HISTORY     - 1969     MONUMENTED       USGS
 ET0912  HISTORY     - 1980     GOOD             AZDT
 ET0912  HISTORY     - 20040821 GOOD             USPSQD
 ET0912  HISTORY     - 20060715 GOOD             GEOCAC
 ET0912  HISTORY     - 20080125 GOOD             GEOCAC
 ET0912
 ET0912                          STATION DESCRIPTION
 ET0912
 ET0912'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WAO)
 ET0912'LOCATED ABOUT 18.4 MI. (AIRLINE) SE. OF PRESCOTT.  ABOUT 6.0 MI.
 ET0912'SSE. OF POLAND JUNCTION.  ABOUT 1.9 MI. SE. OF MAYER.  ON THE E. END
 ET0912'OF AN E.-W. RIDGE.  ABOUT 90 FT. SW. FROM THE SW. CORNER OF STEEL
 ET0912'TRANSMISSION TOWER 164.4.  69 FT. N. OF AN E.-W. FENCE.  5.7 FT.
 ET0912'W.  OF A METAL WITNESS POST.
 ET0912'
 ET0912'TO REACH FROM THE MAYER P.O. DRIVE S. ALONG MAIN STREET FOR 1.2
 ET0912'MI. TO Y-RD..  TAKE RIGHT FORK FOR 0.8 MI. TO Y-RD..  TAKE RIGHT
 ET0912'FORK FOR 0.1 MI. TO AN E.-W. FENCE AT CATTLEGUARD.  TURN LEFT (E.)
 ET0912'ALONG N. SIDE FENCE FOR 0.1 MI. AND STATION.
 ET0912'
 ET0912'STATION MARK--A USGS TABLET STAMPED BLUE BELL ET 1969 CEMENTED IN
 ET0912'DRILL HOLE IN BOULDER IN PLACE, PROJECTING 1.4 FT.
 ET0912'
 ET0912'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1969
 ET0912'CEMENTED IN DRILL HOLE IN BOULDER IN PLACE, 2.3 FT. BELOW STATION
 ET0912'MARK.
 ET0912'
 ET0912'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1969
 ET0912'CEMENTED IN DRILL HOLE IN BOULDER IN PLACE, 4.6 FT. BELOW STATION
 ET0912'MARK.
 ET0912'
 ET0912'AZIMUTH MARK NO. 1--A MASONRY SMOKE STACK ON THE E. SIDE OF HIGHWAY
 ET0912'69 AT MAYER, ABOUT 1.9 MI. NW. OF STATION MARK.
 ET0912'
 ET0912'AZIMUTH MARK NO. 2--A STEEL TOWER (HIGHEST ONE OF TWO) LOCATED ON
 ET0912'TOWER MOUNTAIN, ABOUT 13.0 MI. SW. OF STATION MARK.
 ET0912
 ET0912                          STATION RECOVERY (1980)
 ET0912
 ET0912'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0912'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET0912'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 ET0912'FOLLOWS.
 ET0912'
 ET0912'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0912'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HWY 69.  TURN RIGHT AND TRAVEL
 ET0912'EAST ALONG 69 FOR 1.05 MILE TO A REVERSE Y FORK ON THE RIGHT.  TURN
 ET0912'RIGHT FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND TRAVEL SOUTH
 ET0912'FOR 0.8 MILE TO A FORK, TAKE LEFT FORK FOR 0.12 MILE TO A SIDE ROAD
 ET0912'RIGHT.  TURN HARD RIGHT FOR 0.4 MILE TO A TRACK ROAD LEFT LEADING UP
 ET0912'HILL TO A HIGHLINE TOWER.  TURN LEFT FOR 0.1 MILE TO HIGHLINE TOWER
 ET0912'164, TURN RIGHT AFTER PASSING TOWER FOR 100 FEET TO STATION.
 ET0912
 ET0912                          STATION RECOVERY (2004)
 ET0912
 ET0912'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0912'MARK FOUND AS DESCRIBED.  ALSO FOUND MARK 1 AND MARK 2 IN GOOD
 ET0912'CONDITION.
 ET0912
 ET0912                          STATION RECOVERY (2006)
 ET0912
 ET0912'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0912'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0912'SEARCH BY PID.
 ET0912
 ET0912                          STATION RECOVERY (2008)
 ET0912
 ET0912'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0912'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0912'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1835 ***********************************************************************
 DU1835  DESIGNATION -  BLUE HOUSE MTN
 DU1835  PID         -  DU1835
 DU1835  STATE/COUNTY-  AZ/GILA
 DU1835  USGS QUAD   -  BLUE HOUSE MTN (1988)
 DU1835
 DU1835                         *CURRENT SURVEY CONTROL
 DU1835  ___________________________________________________________________
 DU1835* NAD 83(1992)-  33 59 00.23563(N)    110 34 38.20441(W)     ADJUSTED  
 DU1835* NAVD 88     -      1956.8    (meters)    6420.     (feet)  VERTCON   
 DU1835  ___________________________________________________________________
 DU1835  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DU1835  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DU1835  HORZ ORDER  -  THIRD
 DU1835
 DU1835.The horizontal coordinates were established by classical geodetic methods
 DU1835.and adjusted by the National Geodetic Survey in August 1993.
 DU1835
 DU1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1835
 DU1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1835
 DU1835.The geoid height was determined by GEOID03.
 DU1835
 DU1835;                    North         East     Units Scale Factor Converg.
 DU1835;SPC AZ E     -   330,888.576   175,421.961   MT  0.99991774   -0 13 46.3
 DU1835;SPC AZ E     - 1,085,592.44    575,531.37   iFT  0.99991774   -0 13 46.3
 DU1835;UTM  12      - 3,760,395.780   539,045.094   MT  0.99961879   +0 14 10.6
 DU1835
 DU1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1835!SPC AZ E     -   0.99969683  x   0.99991774  =   0.99961459
 DU1835!UTM  12      -   0.99969683  x   0.99961879  =   0.99931573
 DU1835
 DU1835|---------------------------------------------------------------------|
 DU1835| PID    Reference Object                     Distance      Geod. Az  |
 DU1835|                                                           dddmmss.s |
 DU1835| DU1855 BLUE HOUSE MTN RM 1                  91.440 METERS 22414     |
 DU1835| DU2018 SOMBRERO                            APPROX.24.3 KM 2313127.1 |
 DU1835|---------------------------------------------------------------------|
 DU1835
 DU1835                          SUPERSEDED SURVEY CONTROL
 DU1835
 DU1835  NAD 83(1986)-  33 59 00.22987(N)    110 34 38.20614(W) AD(       ) 3
 DU1835  NGVD 29 (09/20/88) 1956.0    (m)         6417.     (f) VERT ANG    3  
 DU1835
 DU1835.Superseded values are not recommended for survey control.
 DU1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1835.See file dsdata.txt to determine how the superseded data were derived.
 DU1835
 DU1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3904560396(NAD 83)
 DU1835_MARKER: DS = TRIANGULATION STATION DISK
 DU1835_SETTING: 80 = SET IN A BOULDER
 DU1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1835+STABILITY: SURFACE MOTION
 DU1835
 DU1835  HISTORY     - Date     Condition        Report By
 DU1835  HISTORY     - 1946     MONUMENTED       USGS
 DU1835
 DU1835                          STATION DESCRIPTION
 DU1835
 DU1835'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1835'LOCATED ABOUT 43 MI NW. OF GLOBE, 15 MI N. OF SALT RIVER BRIDGE,
 DU1835'ON U.S. HWY. 60.
 DU1835'
 DU1835'TO REACH FROM CIBECUE BRIDGE, GO 3.3 MI WSW. ON GRASSHOPPER RD.
 DU1835'TO Y-INTERSECTION AND SIGN BLUE HOUSE MTN. AND SALT RIVER DRAW.
 DU1835'TAKE LEFT FORK 5.1 MI SW. TO WIRE GATE, PASS THROUGH GATE AND
 DU1835'CONTINUE 0.4 MI.  TURN RIGHT 0.3 MI NW. CROSS-COUNTRY TO END OF
 DU1835'JEEP TRAVEL.  PACK NE. TO SUMMIT OF BARREN HILL.  FOLLOW RIDGE W.
 DU1835'ACROSS SADDLE AND CLIMB TO SUMMIT OF SECOND HILL AND STATION.  A
 DU1835'1-HOUR PACK.
 DU1835'
 DU1835'STATION MARK--STANDARD TABLET STAMPED---BLUE HOUSE MTN 1946---,
 DU1835'CEMENTED IN ROCK.
 DU1835'
 DU1835'RM 1--STANDARD RM TABLET CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0926 ***********************************************************************
 FR0926  DESIGNATION -  BLUE MOUNTAIN
 FR0926  PID         -  FR0926
 FR0926  STATE/COUNTY-  AZ/COCONINO
 FR0926  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0926
 FR0926                         *CURRENT SURVEY CONTROL
 FR0926  ___________________________________________________________________
 FR0926* NAD 83(1992)-  35 35 58.65926(N)    113 12 55.76187(W)     ADJUSTED  
 FR0926* NAVD 88     -      1842.     (meters)    6043.     (feet)  SCALED    
 FR0926  ___________________________________________________________________
 FR0926  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 FR0926  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FR0926  HORZ ORDER  -  SECOND
 FR0926
 FR0926.The horizontal coordinates were established by classical geodetic methods
 FR0926.and adjusted by the National Geodetic Survey in August 1993.
 FR0926
 FR0926.The orthometric height was scaled from a topographic map.
 FR0926
 FR0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0926
 FR0926.The geoid height was determined by GEOID03.
 FR0926
 FR0926;                    North         East     Units Scale Factor Converg.
 FR0926;SPC AZ C     -   510,870.462    95,672.782   MT  1.00007062   -0 45 22.2
 FR0926;SPC AZ C     - 1,676,084.19    313,887.08   iFT  1.00007062   -0 45 22.2
 FR0926;SPC AZ W     -   510,242.407   261,792.865   MT  0.99996223   +0 18 40.2
 FR0926;SPC AZ W     - 1,674,023.65    858,900.48   iFT  0.99996223   +0 18 40.2
 FR0926;UTM  12      - 3,941,802.199   299,302.549   MT  1.00009639   -1 17 24.4
 FR0926
 FR0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0926!SPC AZ C     -   0.99971493  x   1.00007062  =   0.99978553
 FR0926!SPC AZ W     -   0.99971493  x   0.99996223  =   0.99967717
 FR0926!UTM  12      -   0.99971493  x   1.00009639  =   0.99981129
 FR0926
 FR0926|---------------------------------------------------------------------|
 FR0926| PID    Reference Object                     Distance      Geod. Az  |
 FR0926|                                                           dddmmss.s |
 FR0926| CH2763 BLUE MOUNTAIN RM 1                   14.850 METERS 07912     |
 FR0926| FR0922 PICA AZ MK 2                        APPROX.14.6 KM 1374547.0 |
 FR0926| CH2764 BLUE MOUNTAIN RM 2                   11.262 METERS 18830     |
 FR0926| CH2762 BLUE MOUNTAIN AZ MK                                2781822.0 |
 FR0926|---------------------------------------------------------------------|
 FR0926
 FR0926                          SUPERSEDED SURVEY CONTROL
 FR0926
 FR0926  NAD 83(1986)-  35 35 58.65178(N)    113 12 55.76166(W) AD(       ) 2
 FR0926  NAD 27      -  35 35 58.68700(N)    113 12 53.02200(W) AD(       ) 2
 FR0926
 FR0926.Superseded values are not recommended for survey control.
 FR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0926.See file dsdata.txt to determine how the superseded data were derived.
 FR0926
 FR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE9930341802(NAD 83)
 FR0926_MARKER: DS = TRIANGULATION STATION DISK
 FR0926_SETTING: 66 = SET IN ROCK OUTCROP
 FR0926_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FR0926
 FR0926  HISTORY     - Date     Condition        Report By
 FR0926  HISTORY     - 1936     MONUMENTED       CGS
 FR0926  HISTORY     - 1955     GOOD             CGS
 FR0926  HISTORY     - 1968     GOOD             AMS
 FR0926
 FR0926                          STATION DESCRIPTION
 FR0926
 FR0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0926'ON THE HUALPAI INDIAN RESERVATION, ABOUT 14 MILES EAST-NORTHEAST
 FR0926'OF PEACH SPRINGS AND 9 MILES NORTHWEST OF THE RAILROAD STATION
 FR0926'PICA, ON THE SUMMIT OF A LONG, LOW, BRUSH-COVERED RIDGE KNOWN
 FR0926'AS BLUE MOUNTAIN AND LYING ABOUT 1 MILE SOUTHEAST OF THE NEW,
 FR0926'GRADED ROAD LEADING NORTHEAST THROUGH THE RESERVATION TOWARDS
 FR0926'FRAZIER WELLS, IN SEC. 35, T. 26 N., R. 9 W., ON THE HIGHEST
 FR0926'POINT OF THE SUMMIT, IN A CLEARED, ROCKY SPACE ON THE BACKBONE
 FR0926'OF THE SUMMIT, 50 FEET WEST-NORTHWEST OF A DEAD SNAG WITH A
 FR0926'TRIANGLE BLAZE, IN THE TOP OF A FLAT LEDGE ABOUT 3 FEET
 FR0926'SQUARE.  STATION MARK SET INTO A MASS OF CONCRETE IN A DEPRESSION
 FR0926'IN ROCK OUTCROP.
 FR0926'
 FR0926'REFERENCE MARK NO. 1, SET INTO A DRILL HOLE IN ROCK OUTCROP IS
 FR0926'NORTH BY EAST OF THE
 FR0926'STATION, IN TOP OF A SMALL LEDGE BETWEEN TWO JUNIPER TREES.
 FR0926'REFERENCE MARK NO. 2, SET INTO A DRILL HOLE IN ROCK OUTCROP
 FR0926'IS SOUTH OF THE STATION, ALONG
 FR0926'THE RIDGE LINE, IN TOP OF A SMALL LEDGE.  THE AZIMUTH MARK,
 FR0926'SET IN A SQUARE CONCRETE MONUMENT IS APPROXIMATELY 1.0 MILE
 FR0926'WEST OF THE STATION, ON THE
 FR0926'NEW, GRADED ROAD, 1.25 MILES SOUTHWESTERLY ALONG THE ROAD FROM
 FR0926'THE CATTLE GUARD AT BLUE MOUNTAIN SUMMIT, ABOUT 150 YARDS
 FR0926'SOUTHWEST OF A LOCAL TOP OF GRADE, 60 FEET WEST-NORTHWEST OF
 FR0926'THE CENTER OF THE ROAD, 25 FEET NORTH-NORTHEAST OF DEAD SNAG.
 FR0926'
 FR0926'TO REACH THE STATION FROM THE POST OFFICE AT PEACH SPRINGS,
 FR0926'GO EASTERLY ON U.S. HIGHWAY 66 FOR 7.55 MILES, OR 1.15 MILES
 FR0926'PAST COCONINO COUNTY LINE AND TURN LEFT (NORTH) ON GRADED
 FR0926'ROAD THROUGH CATTLE GUARD, THENCE NORTHEASTERLY FOR 7.1 MILES,
 FR0926'OR 1.25 MILES PAST AZIMUTH MARK ON THE LEFT AND TURN RIGHT OFF
 FR0926'ROAD AT CATTLE GUARD AT BLUE MOUNTAIN SUMMIT AND GO SOUTH ALONG
 FR0926'THE WEST FOOT OF THE RIDGE FOR ABOUT 0.3 MILE AND BEAR LEFT
 FR0926'(SOUTHEAST) UP DRAW FOR ABOUT 0.25 MILE, THENCE LEFT (NORTH)
 FR0926'UP SMOOTH, GRASSY SLOPE FOR ABOUT 100 YARDS TO SUMMIT OF THE
 FR0926'RIDGE, THENCE SOUTHEAST AND SOUTH ALONG THE SUMMIT FOR ABOUT
 FR0926'0.4 MILE TO THE STATION ON THE HIGH POINT.
 FR0926'
 FR0926'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FR0926
 FR0926                          STATION RECOVERY (1955)
 FR0926
 FR0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0926'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FR0926'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 FR0926
 FR0926                          STATION RECOVERY (1968)
 FR0926
 FR0926'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HKB)
 FR0926'THE STATION MARK, AZIMUTH MARK, R.M.S NO. 1 AND 2 WERE ALL
 FR0926'RECOVERED AS DESCRIBED.  SLIGHT DIFFERENCE TO R.M. NO. 1
 FR0926'DISTANCE WAS NOTED DESCRIPTION ADEQUATE.
 FR0926'
 FR0926'CHECK DIST. TO R.M.S NO. 1 AND 2.
 FR0926'
 FR0926'CHECK R.M. NO. 1 = 14.388 M. AND 47.200 FT.  PUB. 14.850 M.
 FR0926'
 FR0926'R.M. NO. 2 = 36.97 FT. OR 11.258 M.  PUB. 11.262 M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0676 ***********************************************************************
 ER0676  DESIGNATION -  BLUE RIDGE
 ER0676  PID         -  ER0676
 ER0676  STATE/COUNTY-  AZ/NAVAJO
 ER0676  USGS QUAD   -  LAKESIDE (1984)
 ER0676
 ER0676                         *CURRENT SURVEY CONTROL
 ER0676  ___________________________________________________________________
 ER0676* NAD 83(1992)-  34 09 15.49092(N)    109 54 52.38639(W)     ADJUSTED  
 ER0676* NAVD 88     -      2334.4    (meters)    7659.     (feet)  VERTCON   
 ER0676  ___________________________________________________________________
 ER0676  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 ER0676  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0676  HORZ ORDER  -  THIRD
 ER0676
 ER0676.The horizontal coordinates were established by classical geodetic methods
 ER0676.and adjusted by the National Geodetic Survey in August 1993.
 ER0676
 ER0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0676
 ER0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0676
 ER0676.The geoid height was determined by GEOID03.
 ER0676
 ER0676;                    North         East     Units Scale Factor Converg.
 ER0676;SPC AZ E     -   349,796.729   236,607.084   MT  0.99990666   +0 08 29.6
 ER0676;SPC AZ E     - 1,147,627.06    776,269.96   iFT  0.99990666   +0 08 29.6
 ER0676;UTM  12      - 3,779,797.160   600,059.412   MT  0.99972341   +0 36 34.0
 ER0676
 ER0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0676!SPC AZ E     -   0.99963735  x   0.99990666  =   0.99954404
 ER0676!UTM  12      -   0.99963735  x   0.99972341  =   0.99936086
 ER0676
 ER0676|---------------------------------------------------------------------|
 ER0676| PID    Reference Object                     Distance      Geod. Az  |
 ER0676|                                                           dddmmss.s |
 ER0676| CS4074 BLUE RIDGE RM 2                      11.692 METERS 03535     |
 ER0676| CS4073 BLUE RIDGE RM 1                       7.479 METERS 09609     |
 ER0676| CS4081 ECC SIGNAL TREE                      18.428 METERS 13946     |
 ER0676| ER0529 SHOW LOW TV ASSOC TOWER             APPROX. 6.3 KM 3353634.9 |
 ER0676|---------------------------------------------------------------------|
 ER0676
 ER0676                          SUPERSEDED SURVEY CONTROL
 ER0676
 ER0676  NAD 83(1986)-  34 09 15.48802(N)    109 54 52.39153(W) AD(       ) 3
 ER0676  NGVD 29 (04/27/90) 2333.5    (m)         7656.     (f) VERT ANG    3  
 ER0676
 ER0676.Superseded values are not recommended for survey control.
 ER0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0676.See file dsdata.txt to determine how the superseded data were derived.
 ER0676
 ER0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0005979797(NAD 83)
 ER0676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ER0676_SETTING: 80 = SET IN A BOULDER
 ER0676_SP_SET: PARTIALLY EXPOSED BOULDER
 ER0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0676+STABILITY: SURFACE MOTION
 ER0676
 ER0676  HISTORY     - Date     Condition        Report By
 ER0676  HISTORY     - 1960     MONUMENTED       USGS
 ER0676  HISTORY     - 1960     GOOD             USGS
 ER0676
 ER0676                          STATION DESCRIPTION
 ER0676
 ER0676'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ER0676'RECOVERED IN GOOD CONDITION EXCEPT LOT HAS BEEN REMOVED.
 ER0676'
 ER0676'STATION MARK--STANDARD TABLET, UNSTAMPED, SET IN BURIED ROCK
 ER0676'PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
 ER0676'
 ER0676'RM 1--STANDARD RM TABLET, UNSTAMPED, LEVEL WITH STATION.
 ER0676'
 ER0676'RM 2--STANDARD RM TABLET, UNSTAMPED, 0.7 FT. LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1881 ***********************************************************************
 CZ1881  DESIGNATION -  BLUEBIRD
 CZ1881  PID         -  CZ1881
 CZ1881  STATE/COUNTY-  AZ/PINAL
 CZ1881  USGS QUAD   -  CLARK RANCH (1972)
 CZ1881
 CZ1881                         *CURRENT SURVEY CONTROL
 CZ1881  ___________________________________________________________________
 CZ1881* NAD 83(1992)-  32 43 34.22102(N)    110 36 47.39484(W)     ADJUSTED  
 CZ1881* NAVD 88     -       795.6    (meters)    2610.     (feet)  VERTCON   
 CZ1881  ___________________________________________________________________
 CZ1881  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ1881  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CZ1881  HORZ ORDER  -  SECOND
 CZ1881
 CZ1881.The horizontal coordinates were established by classical geodetic methods
 CZ1881.and adjusted by the National Geodetic Survey in August 1993.
 CZ1881
 CZ1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1881
 CZ1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1881
 CZ1881.The geoid height was determined by GEOID03.
 CZ1881
 CZ1881;                    North         East     Units Scale Factor Converg.
 CZ1881;SPC AZ C     -   192,138.028   335,543.491   MT  1.00008403   +0 42 17.3
 CZ1881;SPC AZ C     -   630,374.11  1,100,864.47   iFT  1.00008403   +0 42 17.3
 CZ1881;UTM  12      - 3,620,997.221   536,247.820   MT  0.99961620   +0 12 32.9
 CZ1881
 CZ1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1881!SPC AZ C     -   0.99987951  x   1.00008403  =   0.99996353
 CZ1881!UTM  12      -   0.99987951  x   0.99961620  =   0.99949576
 CZ1881
 CZ1881|---------------------------------------------------------------------|
 CZ1881| PID    Reference Object                     Distance      Geod. Az  |
 CZ1881|                                                           dddmmss.s |
 CZ1881| CC6124 BLUEBIRD RM 1                        13.080 METERS 04444     |
 CZ1881| CZ1890 AIRPORT                             APPROX.10.4 KM 2030226.7 |
 CZ1881| CC6125 BLUEBIRD RM 2                        13.938 METERS 28302     |
 CZ1881|---------------------------------------------------------------------|
 CZ1881
 CZ1881                          SUPERSEDED SURVEY CONTROL
 CZ1881
 CZ1881  NAD 83(1986)-  32 43 34.21917(N)    110 36 47.39081(W) AD(       ) 2
 CZ1881  NAD 27      -  32 43 33.97662(N)    110 36 45.03688(W) AD(       ) 2
 CZ1881  NGVD 29 (07/19/86)  795.0    (m)         2608.     (f) VERT ANG    3  
 CZ1881
 CZ1881.Superseded values are not recommended for survey control.
 CZ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1881.See file dsdata.txt to determine how the superseded data were derived.
 CZ1881
 CZ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3624820997(NAD 83)
 CZ1881_MARKER: DD = SURVEY DISK
 CZ1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1881+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2007
 CZ1881
 CZ1881  HISTORY     - Date     Condition        Report By
 CZ1881  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1881  HISTORY     - 20070223 GOOD             GEOCAC
 CZ1881
 CZ1881                          STATION DESCRIPTION
 CZ1881
 CZ1881'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1881'THE STATION IS ABOUT 1.5 MILES EAST NORTHEAST OF MAMMOTH ALONG
 CZ1881'THE ROAD TO COPPER CREEK MINES.
 CZ1881'
 CZ1881'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BLUEBIRD
 CZ1881'1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1881'PROJECTING 0.3 FEET AND IS MARKED BY A WITNESS POST AND SIGN 3
 CZ1881'FEET TO THE NORTH.  THE STATION IS 40 FEET NORTH OF CENTERLINE
 CZ1881'OF ROAD AND ABOUT 4 FEET HIGHER THAN ROAD.
 CZ1881'
 CZ1881'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED BLUEBIRD
 CZ1881'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1881'PROJECTING 0.4 FEET.
 CZ1881'
 CZ1881'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 CZ1881'BLUEBIRD RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 CZ1881'MONUMENT PROJECTING 0.4 FEET.
 CZ1881'
 CZ1881'TO REACH THE STATION FROM THE POST OFFICE IN MAMMOTH, TRAVEL
 CZ1881'NORTH ON MAIN ST. FOR 0.2 MILE TO BLUEBIRD ST., TURN RIGHT ON
 CZ1881'BLUEBIRD ST. THROUGH A GRAVEL PIT AND CONTINUE ACROSS SAN
 CZ1881'PEDRO RIVER TO A NORTH-SOUTH PAVED ROAD, CONTINUE STRAIGHT
 CZ1881'AHEAD ON GRAVEL ROAD THAT LEADS TO THE COPPER CREEK MINES FOR
 CZ1881'1.0 MILE AND THE STATION ON THE LEFT (NORTH).
 CZ1881'
 CZ1881'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1881
 CZ1881                          STATION RECOVERY (2007)
 CZ1881
 CZ1881'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1881'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CZ1881'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CZ1881'THE STATION MARK IS 37.5 FEET NORTHWEST OF THE CENTERLINE OF COPPER
 CZ1881'CREEK ROAD, AND THE WITNESS POST WAS NOT FOUND.
 CZ1881' 
 CZ1881'UPDATE TO THE TO REACH DESCRIPTION   (EAST OF MAIN STREET) BLUEBIRD
 CZ1881'AVENUE IS CALLED COPPER CREEK ROAD, AND THE NORTH-SOUTH PAVED ROAD IS
 CZ1881'CALLED RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0967 ***********************************************************************
 EU0967  DESIGNATION -  BLUFF
 EU0967  PID         -  EU0967
 EU0967  STATE/COUNTY-  AZ/LA PAZ
 EU0967  USGS QUAD   -  PARKER (1975)
 EU0967
 EU0967                         *CURRENT SURVEY CONTROL
 EU0967  ___________________________________________________________________
 EU0967* NAD 83(1992)-  34 10 20.81895(N)    114 15 07.40777(W)     ADJUSTED  
 EU0967* NAVD 88     -       133.4    (meters)     438.     (feet)  VERTCON   
 EU0967  ___________________________________________________________________
 EU0967  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 EU0967  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EU0967  HORZ ORDER  -  THIRD
 EU0967
 EU0967.The horizontal coordinates were established by classical geodetic methods
 EU0967.and adjusted by the National Geodetic Survey in August 1993.
 EU0967
 EU0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0967
 EU0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0967
 EU0967.The geoid height was determined by GEOID03.
 EU0967
 EU0967;                    North         East     Units Scale Factor Converg.
 EU0967;SPC AZ W     -   351,906.372   167,074.310   MT  0.99995973   -0 16 55.2
 EU0967;SPC AZ W     - 1,154,548.46    548,144.06   iFT  0.99995973   -0 16 55.2
 EU0967;SPC CA 5     -   581,033.106 2,345,462.100   MT  0.99997276   +2 08 10.9
 EU0967;SPC CA 5     - 1,906,272.78  7,695,070.24   sFT  0.99997276   +2 08 10.9
 EU0967;UTM  11      - 3,784,690.339   753,288.673   MT  1.00039090   +1 32 39.5
 EU0967
 EU0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0967!SPC AZ W     -   0.99998396  x   0.99995973  =   0.99994369
 EU0967!SPC CA 5     -   0.99998396  x   0.99997276  =   0.99995672
 EU0967!UTM  11      -   0.99998396  x   1.00039090  =   1.00037486
 EU0967
 EU0967|---------------------------------------------------------------------|
 EU0967| PID    Reference Object                     Distance      Geod. Az  |
 EU0967|                                                           dddmmss.s |
 EU0967| CC5214 BLUFF RM 1                            8.756 METERS 06232     |
 EU0967| EU0965 PARKER NE BASE                      APPROX. 1.4 KM 1363818.8 |
 EU0967| CC5215 BLUFF RM 2                            8.465 METERS 17950     |
 EU0967|---------------------------------------------------------------------|
 EU0967
 EU0967                          SUPERSEDED SURVEY CONTROL
 EU0967
 EU0967  NAD 83(1986)-  34 10 20.81990(N)    114 15 07.41394(W) AD(       ) 3
 EU0967  NAD 27      -  34 10 20.76293(N)    114 15 04.59525(W) AD(       ) 3
 EU0967  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG    3  
 EU0967
 EU0967.Superseded values are not recommended for survey control.
 EU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0967.See file dsdata.txt to determine how the superseded data were derived.
 EU0967
 EU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5328984690(NAD 83)
 EU0967_MARKER: DS = TRIANGULATION STATION DISK
 EU0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0967
 EU0967  HISTORY     - Date     Condition        Report By
 EU0967  HISTORY     - 1964     MONUMENTED       CGS
 EU0967
 EU0967                          STATION DESCRIPTION
 EU0967
 EU0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0967'THE STATION IS 2-3/4 MILES NORTHEAST OF PARKER, ON THE CREST
 EU0967'OF A GRAVEL AND SAND BLUFF JUST SOUTH OF THE COLORADO RIVER
 EU0967'AND STATE HIGHWAY 95 AND ON LAND OF THE COLORADO RIVER INDIAN
 EU0967'RESERVATION.
 EU0967'
 EU0967'TO REACH THE STATION FROM THE POST OFFICE IN PARKER, GO
 EU0967'NORTHWEST ON JOSHUA AVE. FOR 50 YARDS TO ARIZONA AVE.  TURN
 EU0967'RIGHT AND GO NORTHEAST ON ARIZONA AVE. FOR 0.1 MILE TO
 EU0967'CALIFORNIA AVE., (STATE HIGHWAY 95).  TURN LEFT AND GO NORTHWEST
 EU0967'ON HIGHWAY 95 FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS TO THE
 EU0967'RIGHT AND GOES NORTHEAST.  TURN RIGHT AND GO NORTHEAST ON
 EU0967'HIGHWAY 95 FOR 2.7 MILES TO A BLUFF ON THE RIGHT WITH A
 EU0967'BULLDOZED TRAIL LEADING TO THE TOP OF THE BLUFF.  PACK SOUTH,
 EU0967'UPHILL, ON THE TRAIL FOR 100 YARDS TO THE TOP OF THE BLUFF
 EU0967'AND THE STATION.
 EU0967'
 EU0967'STATION MARKS ARE STANDARD DISKS STAMPED BLUFF 1964.  THE
 EU0967'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 EU0967'8 INCHES.  IT IS 5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 EU0967'AND NEAR THE CENTER OF THE BLUFF.  THE UNDERGROUND DISK IS
 EU0967'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 EU0967'SURFACE OF THE GROUND.
 EU0967'
 EU0967'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BLUFF NO 1 1964,
 EU0967'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 EU0967'4 FEET EAST OF THE WEST EDGE OF THE BLUFF AND ABOUT THE
 EU0967'SAME ELEVATION AS THE STATION.
 EU0967'
 EU0967'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BLUFF NO 2
 EU0967'1964, SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 EU0967'IT IS 4 FEET WEST OF THE EAST EDGE OF THE BLUFF AND ABOUT THE
 EU0967'SAME ELEVATION AS THE STATION.
 EU0967'
 EU0967'NOTE--AN AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 EU0967'
 EU0967'REFERENCE MARKS WERE MEASURED USING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0515 ***********************************************************************
 GP0515  DESIGNATION -  BLUFF
 GP0515  PID         -  GP0515
 GP0515  STATE/COUNTY-  AZ/COCONINO
 GP0515  USGS QUAD   -  TATAHATSO POINT (1988)
 GP0515
 GP0515                         *CURRENT SURVEY CONTROL
 GP0515  ___________________________________________________________________
 GP0515* NAD 83(1992)-  36 22 30.93289(N)    111 50 32.03496(W)     ADJUSTED  
 GP0515* NAVD 88     -      1801.7    (meters)    5911.     (feet)  VERTCON   
 GP0515  ___________________________________________________________________
 GP0515  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 GP0515  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 GP0515  HORZ ORDER  -  THIRD
 GP0515
 GP0515.The horizontal coordinates were established by classical geodetic methods
 GP0515.and adjusted by the National Geodetic Survey in August 1993.
 GP0515
 GP0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0515
 GP0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0515
 GP0515.The geoid height was determined by GEOID03.
 GP0515
 GP0515;                    North         East     Units Scale Factor Converg.
 GP0515;SPC AZ C     -   596,150.985   220,038.703   MT  0.99990055   +0 02 38.9
 GP0515;SPC AZ C     - 1,955,875.94    721,911.76   iFT  0.99990055   +0 02 38.9
 GP0515;UTM  12      - 4,025,900.810   424,452.077   MT  0.99967032   -0 29 58.3
 GP0515
 GP0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0515!SPC AZ C     -   0.99972090  x   0.99990055  =   0.99962148
 GP0515!UTM  12      -   0.99972090  x   0.99967032  =   0.99939132
 GP0515
 GP0515:                Primary Azimuth Mark                     Grid Az
 GP0515:SPC AZ C     -  SADDLE                                   234 01 42.9
 GP0515:UTM  12      -  SADDLE                                   234 34 20.1
 GP0515
 GP0515|---------------------------------------------------------------------|
 GP0515| PID    Reference Object                     Distance      Geod. Az  |
 GP0515|                                                           dddmmss.s |
 GP0515| GP0599 SADDLE                              APPROX.11.9 KM 2340421.8 |
 GP0515|---------------------------------------------------------------------|
 GP0515
 GP0515                          SUPERSEDED SURVEY CONTROL
 GP0515
 GP0515  NAD 83(1986)-  36 22 30.93245(N)    111 50 32.03084(W) AD(       ) 3
 GP0515  NGVD 29 (05/08/89) 1800.7    (m)         5908.     (f) VERT ANG    3  
 GP0515
 GP0515.Superseded values are not recommended for survey control.
 GP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0515.See file dsdata.txt to determine how the superseded data were derived.
 GP0515
 GP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2445225901(NAD 83)
 GP0515_MARKER: DD = SURVEY DISK
 GP0515_SETTING: 66 = SET IN ROCK OUTCROP
 GP0515_SP_SET: SET IN ROCK OUTCROP
 GP0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0515+STABILITY: POSITION/ELEVATION WELL
 GP0515
 GP0515  HISTORY     - Date     Condition        Report By
 GP0515  HISTORY     - 1953     MONUMENTED       USGS
 GP0515
 GP0515                          STATION DESCRIPTION
 GP0515
 GP0515'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0515'LOCATED ABOUT 9 MI SW. OF SHINUMO ALTAR BUTTE, 0.75 MI SE. OF
 GP0515'COLORADO RIVER.  AT POINT OF RIM OF COLORADO RIVER CANYON.
 GP0515'
 GP0515'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0515'MI W. ON MAIN-TRAVELED DIRT RD. TO RESERVOIR.  CONTINUE 2.1 MI W.
 GP0515'TO RD. FORKS.  TAKE LEFT FORK 1.6 MI TO RD. FORKS.  TAKE RIGHT FORK
 GP0515'AND CONTINUE 5.2 MI W. TO DRAIN X-ING. NEAR EARTH DAM AND
 GP0515'RESERVOIR.  GO 4 MI W. AND NW.  GO LEFT CROSS-COUNTRY ABOUT 1 MI
 GP0515'SW. TO END OF TRUCK TRAVEL AT DEEP DRAIN.  PACK ABOUT 1.5 MI W.
 GP0515'CROSSING THREE DEEP DRAINS TO STATION NEAR POINT OF CLIFF
 GP0515'OVERLOOKING COLORADO RIVER.
 GP0515'
 GP0515'STATION MARK--STANDARD TABLET STAMPED---BLUFF 1953---, CEMENTED IN
 GP0515'SOLID ROCK OUTCROP.
 GP0515'
 GP0515'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN SOLID ROCK
 GP0515'OUTCROP.
 GP0515'
 GP0515'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN SOLID ROCK
 GP0515'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0893 ***********************************************************************
 FQ0893  DESIGNATION -  BLUFF
 FQ0893  PID         -  FQ0893
 FQ0893  STATE/COUNTY-  AZ/NAVAJO
 FQ0893  USGS QUAD   -  WINSLOW NE (1986)
 FQ0893
 FQ0893                         *CURRENT SURVEY CONTROL
 FQ0893  ___________________________________________________________________
 FQ0893* NAD 83(1992)-  35 13 30.97860(N)    110 30 11.71582(W)     ADJUSTED  
 FQ0893* NAVD 88     -      1727.8    (meters)    5669.     (feet)  VERTCON   
 FQ0893  ___________________________________________________________________
 FQ0893  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FQ0893  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FQ0893  HORZ ORDER  -  THIRD
 FQ0893
 FQ0893.The horizontal coordinates were established by classical geodetic methods
 FQ0893.and adjusted by the National Geodetic Survey in August 1993.
 FQ0893
 FQ0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0893
 FQ0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0893
 FQ0893.The geoid height was determined by GEOID03.
 FQ0893
 FQ0893;                    North         East     Units Scale Factor Converg.
 FQ0893;SPC AZ E     -   468,615.878   182,720.975   MT  0.99991157   -0 11 38.9
 FQ0893;SPC AZ E     - 1,537,453.67    599,478.26   iFT  0.99991157   -0 11 38.9
 FQ0893;UTM  12      - 3,898,138.348   545,204.469   MT  0.99962518   +0 17 11.5
 FQ0893
 FQ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0893!SPC AZ E     -   0.99973258  x   0.99991157  =   0.99964417
 FQ0893!UTM  12      -   0.99973258  x   0.99962518  =   0.99935786
 FQ0893
 FQ0893|---------------------------------------------------------------------|
 FQ0893| PID    Reference Object                     Distance      Geod. Az  |
 FQ0893|                                                           dddmmss.s |
 FQ0893| CR9950 BLUFF RM 1                           10.994 METERS 00008     |
 FQ0893| CR9951 BLUFF RM 2                           10.839 METERS 05545     |
 FQ0893| FQ0739 EDGE                                APPROX.11.2 KM 1831953.7 |
 FQ0893|---------------------------------------------------------------------|
 FQ0893
 FQ0893                          SUPERSEDED SURVEY CONTROL
 FQ0893
 FQ0893  NAD 83(1986)-  35 13 30.97486(N)    110 30 11.71859(W) AD(       ) 3
 FQ0893  NGVD 29 (02/23/90) 1727.0    (m)         5666.     (f) VERT ANG    3  
 FQ0893
 FQ0893.Superseded values are not recommended for survey control.
 FQ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0893.See file dsdata.txt to determine how the superseded data were derived.
 FQ0893
 FQ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4520498138(NAD 83)
 FQ0893_MARKER: DS = TRIANGULATION STATION DISK
 FQ0893_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0893
 FQ0893  HISTORY     - Date     Condition        Report By
 FQ0893  HISTORY     - 1955     MONUMENTED       USGS
 FQ0893  HISTORY     - 1965     GOOD             USGS
 FQ0893  HISTORY     - 1966     GOOD             USGS
 FQ0893
 FQ0893                          STATION DESCRIPTION
 FQ0893
 FQ0893'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0893'LOCATED ABOUT 20.0 MI N. OF WINSLOW, 4.0 MI W. OF POLACCA RD.  ON
 FQ0893'EDGE OF MESA CALLED PAINTED DESERT.
 FQ0893'
 FQ0893'TO REACH FROM WINSLOW POST OFFICE, DRIVE 1 BLOCK S. AND TURN E.
 FQ0893'ON U.S. HWY. 66 3.4 MI TO MINNETONKA TRADING POST.  TURN LEFT (N.)
 FQ0893'FOLLOWING GRADED RD. 19.2 MI TO POLACCA-DILKON RD. FORKS.  TAKE
 FQ0893'LEFT FORK 0.5 MI.  TAKE TRACK RD. LEFT 0.4 MI.  TAKE RIGHT FORK 2.6
 FQ0893'MI WESTERLY.  TAKE RIGHT FORK 1.0 MI ALONG EDGE OF RIM TO WHERE
 FQ0893'TRACK ENDS.  STATION IS ON SMALL ISLAND ABOUT 200 FT SW.
 FQ0893'
 FQ0893'STATION MARK--STANDARD TABLET STAMPED---BLUFF 1955---, IN CONCRETE
 FQ0893'POST PROJECTING 1 FT.
 FQ0893'
 FQ0893'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, IN CONCRETE POST.
 FQ0893'
 FQ0893'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, IN CONCRETE POST.
 FQ0893
 FQ0893                          STATION RECOVERY (1965)
 FQ0893
 FQ0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0893'RECOVERED AS DESCRIBED BY USGS.
 FQ0893
 FQ0893                          STATION RECOVERY (1966)
 FQ0893
 FQ0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0893'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0679 ***********************************************************************
 ER0679  DESIGNATION -  BLUFF
 ER0679  PID         -  ER0679
 ER0679  STATE/COUNTY-  AZ/APACHE
 ER0679  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0679
 ER0679                         *CURRENT SURVEY CONTROL
 ER0679  ___________________________________________________________________
 ER0679* NAD 83(1992)-  34 43 43.94032(N)    109 15 17.50825(W)     ADJUSTED  
 ER0679* NAVD 88     -      1768.03   (+/-2cm)    5800.6    (feet)  VERTCON   
 ER0679  ___________________________________________________________________
 ER0679  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 ER0679  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 ER0679  HORZ ORDER  -  SECOND
 ER0679  VERT ORDER  -  THIRD ? (See Below)
 ER0679
 ER0679.The horizontal coordinates were established by classical geodetic methods
 ER0679.and adjusted by the National Geodetic Survey in August 1993.
 ER0679
 ER0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0679.The vertical order pertains to the NGVD 29 superseded value.
 ER0679
 ER0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0679
 ER0679.The geoid height was determined by GEOID03.
 ER0679
 ER0679;                    North         East     Units Scale Factor Converg.
 ER0679;SPC AZ E     -   413,877.378   296,863.371   MT  0.99998591   +0 31 10.1
 ER0679;SPC AZ E     - 1,357,865.41    973,961.19   iFT  0.99998591   +0 31 10.1
 ER0679;UTM  12      - 3,844,363.198   659,778.833   MT  0.99991466   +0 59 39.9
 ER0679
 ER0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0679!SPC AZ E     -   0.99972619  x   0.99998591  =   0.99971210
 ER0679!UTM  12      -   0.99972619  x   0.99991466  =   0.99964087
 ER0679
 ER0679|---------------------------------------------------------------------|
 ER0679| PID    Reference Object                     Distance      Geod. Az  |
 ER0679|                                                           dddmmss.s |
 ER0679| CS5166 BLUFF RM 1                           10.284 METERS 02518     |
 ER0679| CS5167 BLUFF RM 2                            9.827 METERS 20532     |
 ER0679|---------------------------------------------------------------------|
 ER0679
 ER0679                          SUPERSEDED SURVEY CONTROL
 ER0679
 ER0679  NAD 83(1986)-  34 43 43.93863(N)    109 15 17.51641(W) AD(       ) 2
 ER0679  NGVD 29 (01/29/91) 1767.17   (m)         5797.8    (f) LEVELING    3  
 ER0679
 ER0679.Superseded values are not recommended for survey control.
 ER0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0679.See file dsdata.txt to determine how the superseded data were derived.
 ER0679
 ER0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5977944363(NAD 83)
 ER0679_MARKER: DS = TRIANGULATION STATION DISK
 ER0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0679+STABILITY: SURFACE MOTION
 ER0679
 ER0679  HISTORY     - Date     Condition        Report By
 ER0679  HISTORY     - 1982     MONUMENTED       AZDT
 ER0679
 ER0679                          STATION DESCRIPTION
 ER0679
 ER0679'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0679'THE STATION IS LOCATED 16-1/2 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0679'HIGHWAY 666.
 ER0679'
 ER0679'THE STATION MARK IS AN AZDT DISK STAMPED---BLUFF 1982---SET IN TOP OF
 ER0679'A 10 INCH CONCRETE MONUMENT.  IT IS 70 FEET EAST OF THE CENTER LINE OF
 ER0679'THE HIGHWAY AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 ER0679'
 ER0679'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BLUFF RM 1 1982---SET IN
 ER0679'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0679'
 ER0679'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BLUFF RM 2 1982---SET IN
 ER0679'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0679'
 ER0679'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS TRAVEL EAST
 ER0679'ALONG U.S. HIGHWAY 180 AND STATE ROUTE 61 FOR 0.25 MILE TO THE
 ER0679'JUNCTION WITH U.S. HIGHWAY 666.  TRAVEL NORTHEAST ALONG U.S. 666
 ER0679'FOR 17.85 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0218 ***********************************************************************
 DB0218  DESIGNATION -  BM
 DB0218  PID         -  DB0218
 DB0218  STATE/COUNTY-  AZ/YUMA
 DB0218  USGS QUAD   -  YUMA EAST (1994)
 DB0218
 DB0218                         *CURRENT SURVEY CONTROL
 DB0218  ___________________________________________________________________
 DB0218* NAD 83(1986)-  32 41 11.     (N)    114 35 28.     (W)     SCALED    
 DB0218* NAVD 88     -        65.36   (+/-2cm)     214.4    (feet)  VERTCON   
 DB0218  ___________________________________________________________________
 DB0218  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0218  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0218
 DB0218.The horizontal coordinates were scaled from a topographic map and have
 DB0218.an estimated accuracy of +/- 6 seconds.
 DB0218
 DB0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0218.The vertical order pertains to the NGVD 29 superseded value.
 DB0218
 DB0218.The geoid height was determined by GEOID03.
 DB0218
 DB0218;                    North         East    Units  Estimated Accuracy
 DB0218;SPC AZ W     -   187,290.      134,480.      MT  (+/- 180 meters Scaled)
 DB0218
 DB0218                          SUPERSEDED SURVEY CONTROL
 DB0218
 DB0218  NGVD 29 (??/??/??)   64.705  (m)          212.29   (f) ADJUSTED    1 2
 DB0218
 DB0218.Superseded values are not recommended for survey control.
 DB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0218.See file dsdata.txt to determine how the superseded data were derived.
 DB0218
 DB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS258190(NAD 83)
 DB0218_MARKER: DD = SURVEY DISK
 DB0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0218_STAMPING: 212.217
 DB0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0218
 DB0218  HISTORY     - Date     Condition        Report By
 DB0218  HISTORY     - UNK      MONUMENTED       USGS
 DB0218  HISTORY     - 1964     GOOD             NGS
 DB0218  HISTORY     - 1973     POOR             NGS
 DB0218  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0218  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0218
 DB0218                          STATION DESCRIPTION
 DB0218
 DB0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DB0218'5.4 MI E FROM YUMA.
 DB0218'3.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0218'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 1.25
 DB0218'MILES NORTH ALONG A PAVED ROAD, THENCE 0.4 MILE EAST ALONG A
 DB0218'GRAVELED ROAD, THENCE 90 YARDS NORTH ACROSS A RAILROAD SIDING,
 DB0218'32 FEET SOUTHEAST OF A TELEPHONE POLE, 27-1/2 FEET NORTH OF THE
 DB0218'NORTH RAIL OF THE MAIN TRACK, 3 FEET LOWER THAN THE ROADBED AND
 DB0218'SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 2 FEET
 DB0218'ABOVE THE SURFACE OF THE GROUND.
 DB0218
 DB0218                          STATION RECOVERY (1973)
 DB0218
 DB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DB0218'MARK RECOVERED IN POOR CONDITION.
 DB0218
 DB0218                          STATION RECOVERY (1981)
 DB0218
 DB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0218'SEARCHED FOR BUT NOT RECOVERED.
 DB0218
 DB0218                          STATION RECOVERY (1981)
 DB0218
 DB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0218'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0370 ***********************************************************************
 CZ0370  DESIGNATION -  BM
 CZ0370  PID         -  CZ0370
 CZ0370  STATE/COUNTY-  AZ/PINAL
 CZ0370  USGS QUAD   -  RED ROCK (1993)
 CZ0370
 CZ0370                         *CURRENT SURVEY CONTROL
 CZ0370  ___________________________________________________________________
 CZ0370* NAD 83(1986)-  32 31 10.     (N)    111 16 39.     (W)     SCALED    
 CZ0370* NAVD 88     -       590.86   (+/-2cm)    1938.5    (feet)  VERTCON   
 CZ0370  ___________________________________________________________________
 CZ0370  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CZ0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0370
 CZ0370.The horizontal coordinates were scaled from a topographic map and have
 CZ0370.an estimated accuracy of +/- 6 seconds.
 CZ0370
 CZ0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0370.The vertical order pertains to the NGVD 29 superseded value.
 CZ0370
 CZ0370.The geoid height was determined by GEOID03.
 CZ0370
 CZ0370;                    North         East    Units  Estimated Accuracy
 CZ0370;SPC AZ C     -   168,640.      273,410.      MT  (+/- 180 meters Scaled)
 CZ0370
 CZ0370                          SUPERSEDED SURVEY CONTROL
 CZ0370
 CZ0370  NGVD 29 (??/??/92)  590.36   (m)         1936.9    (f) COMPUTED    2 0
 CZ0370
 CZ0370.Superseded values are not recommended for survey control.
 CZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0370.See file dsdata.txt to determine how the superseded data were derived.
 CZ0370
 CZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA739980(NAD 83)
 CZ0370_MARKER: DD = SURVEY DISK
 CZ0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0370_SP_SET: CULVERT
 CZ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0370+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0370
 CZ0370  HISTORY     - Date     Condition        Report By
 CZ0370  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0370  HISTORY     - 1962     GOOD             NGS
 CZ0370  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0370
 CZ0370                          STATION DESCRIPTION
 CZ0370
 CZ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0370'4.8 MI SE FROM RED ROCK.
 CZ0370'FROM THE RAILROAD DEPOT IN RED ROCK GO 4.8 MILES SOUTHEAST ON STATE
 CZ0370'HIGHWAY 84.  THE MARK IS SET IN THE SOUTH HEADWALL OF A CONCRETE
 CZ0370'CULVERT OF THE NORTHWEST TRAFFIC LANE OF INTERSTATE HIGHWAY 10.
 CZ0370
 CZ0370                          STATION RECOVERY (2006)
 CZ0370
 CZ0370'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0470 ***********************************************************************
 DV0470  DESIGNATION -  BM
 DV0470  PID         -  DV0470
 DV0470  STATE/COUNTY-  AZ/MARICOPA
 DV0470  USGS QUAD   -  FOWLER (1982)
 DV0470
 DV0470                         *CURRENT SURVEY CONTROL
 DV0470  ___________________________________________________________________
 DV0470* NAD 83(1986)-  33 25 20.     (N)    112 08 03.     (W)     SCALED    
 DV0470* NAVD 88     -       317.98   (+/-2cm)    1043.2    (feet)  VERTCON   
 DV0470  ___________________________________________________________________
 DV0470  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0470
 DV0470.The horizontal coordinates were scaled from a topographic map and have
 DV0470.an estimated accuracy of +/- 6 seconds.
 DV0470
 DV0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0470.The vertical order pertains to the NGVD 29 superseded value.
 DV0470
 DV0470.The geoid height was determined by GEOID03.
 DV0470
 DV0470;                    North         East    Units  Estimated Accuracy
 DV0470;SPC AZ C     -   268,600.      193,130.      MT  (+/- 180 meters Scaled)
 DV0470
 DV0470                          SUPERSEDED SURVEY CONTROL
 DV0470
 DV0470  NGVD 29 (??/??/92)  317.342  (m)         1041.15   (f) ADJ UNCH    2 0
 DV0470
 DV0470.Superseded values are not recommended for survey control.
 DV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0470.See file dsdata.txt to determine how the superseded data were derived.
 DV0470
 DV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB945986(NAD 83)
 DV0470_MARKER: DD = SURVEY DISK
 DV0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0470_SP_SET: GATE WALL
 DV0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0470
 DV0470  HISTORY     - Date     Condition        Report By
 DV0470  HISTORY     - UNK      MONUMENTED       SRVWUA
 DV0470  HISTORY     - 1962     GOOD             NGS
 DV0470  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0470  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0470
 DV0470                          STATION DESCRIPTION
 DV0470
 DV0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0470'IN PHOENIX.
 DV0470'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE A.S.H.D. DURANGO
 DV0470'YARDS IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH
 DV0470'27TH AVENUE, THENCE 1 MILE WEST ALONG LOWER BUCKEYE ROAD TO THE
 DV0470'JUNCTION OF SOUTH 35TH AVENUE, SET IN TOP OF THE SOUTH RETAINING WALL
 DV0470'OF AN IRRAGATION CANAL CONTROL GATE, 15 FEET NORTH OF THE CENTER OF
 DV0470'LOWER BUCKEYE ROAD, 31 FEET EAST OF THE CENTER OF SOUTH 35TH AVENUE,
 DV0470'AND ABOUT 1.5 FEET ABOVE THE LEVEL OF LOWER BUCKEYE ROAD.
 DV0470
 DV0470                          STATION RECOVERY (1992)
 DV0470
 DV0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0470'THE DESCRIBED FLOOD GATE HAS HAD CEMENT ADDED AND THE DISK MAY HAVE
 DV0470'BEEN COVERED.
 DV0470
 DV0470                          STATION RECOVERY (2007)
 DV0470
 DV0470'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0490 ***********************************************************************
 DV0490  DESIGNATION -  BM
 DV0490  PID         -  DV0490
 DV0490  STATE/COUNTY-  AZ/MARICOPA
 DV0490  USGS QUAD   -  PHOENIX (1982)
 DV0490
 DV0490                         *CURRENT SURVEY CONTROL
 DV0490  ___________________________________________________________________
 DV0490* NAD 83(1986)-  33 26 52.     (N)    112 04 34.     (W)     SCALED    
 DV0490* NAVD 88     -       331.24   (+/-2cm)    1086.7    (feet)  VERTCON   
 DV0490  ___________________________________________________________________
 DV0490  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0490
 DV0490.The horizontal coordinates were scaled from a topographic map and have
 DV0490.an estimated accuracy of +/- 6 seconds.
 DV0490
 DV0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0490.The vertical order pertains to the NGVD 29 superseded value.
 DV0490
 DV0490.The geoid height was determined by GEOID03.
 DV0490
 DV0490;                    North         East    Units  Estimated Accuracy
 DV0490;SPC AZ C     -   271,420.      198,540.      MT  (+/- 180 meters Scaled)
 DV0490
 DV0490                          SUPERSEDED SURVEY CONTROL
 DV0490
 DV0490  NGVD 29 (??/??/92)  330.580  (m)         1084.58   (f) ADJ UNCH    2 0
 DV0490
 DV0490.Superseded values are not recommended for survey control.
 DV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0490.See file dsdata.txt to determine how the superseded data were derived.
 DV0490
 DV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC999014(NAD 83)
 DV0490_MARKER: Z = SEE DESCRIPTION
 DV0490_SETTING: 66 = SET IN ROCK OUTCROP
 DV0490_SP_SET: ROCK
 DV0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0490+STABILITY: POSITION/ELEVATION WELL
 DV0490
 DV0490  HISTORY     - Date     Condition        Report By
 DV0490  HISTORY     - UNK      MONUMENTED       AZ0370
 DV0490  HISTORY     - 1948     GOOD             NGS
 DV0490
 DV0490                          STATION DESCRIPTION
 DV0490
 DV0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0490'IN PHOENIX.
 DV0490'AT PHOENIX, MARICOPA COUNTY, AT THE NORTHWEST CORNER OF BLOCK 76,
 DV0490'ORIGINAL TOWN OF PHOENIX, IN THE EXTREME NORTHWEST CORNER OF THE
 DV0490'GROUNDS AROUND THE COUNTY COURTHOUSE-CITY HALL, AT A RIGHT ANGLE IN
 DV0490'THE SIDEWALK, IN A WELL WITH A CAST IRON LID, AND ON THE TOP OF A DOME
 DV0490'SHAPED ROCK.  THE TOP OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0242 ***********************************************************************
 CY0242  DESIGNATION -  BM
 CY0242  PID         -  CY0242
 CY0242  STATE/COUNTY-  AZ/GREENLEE
 CY0242  USGS QUAD   -  YORK (1986)
 CY0242
 CY0242                         *CURRENT SURVEY CONTROL
 CY0242  ___________________________________________________________________
 CY0242* NAD 83(1986)-  32 58 11.     (N)    109 12 29.     (W)     SCALED    
 CY0242* NAVD 88     -      1163.643  (meters)    3817.72   (feet)  ADJUSTED  
 CY0242  ___________________________________________________________________
 CY0242  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CY0242  DYNAMIC HT  -        1161.960 (meters)    3812.20  (feet)  COMP
 CY0242  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 CY0242
 CY0242  VERT ORDER  -  SECOND    CLASS 0
 CY0242
 CY0242.The horizontal coordinates were scaled from a topographic map and have
 CY0242.an estimated accuracy of +/- 6 seconds.
 CY0242
 CY0242.The orthometric height was determined by differential leveling
 CY0242.and adjusted in June 1991.
 CY0242
 CY0242.The geoid height was determined by GEOID03.
 CY0242
 CY0242.The dynamic height is computed by dividing the NAVD 88
 CY0242.geopotential number by the normal gravity value computed on the
 CY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0242.degrees latitude (g = 980.6199 gals.).
 CY0242
 CY0242.The modeled gravity was interpolated from observed gravity values.
 CY0242
 CY0242;                    North         East    Units  Estimated Accuracy
 CY0242;SPC AZ E     -   218,800.      302,970.      MT  (+/- 180 meters Scaled)
 CY0242
 CY0242                          SUPERSEDED SURVEY CONTROL
 CY0242
 CY0242  NGVD 29 (??/??/92) 1162.901  (m)         3815.28   (f) ADJ UNCH    2 0
 CY0242
 CY0242.Superseded values are not recommended for survey control.
 CY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0242.See file dsdata.txt to determine how the superseded data were derived.
 CY0242
 CY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB674493(NAD 83)
 CY0242_MARKER: P = PIPE CAP
 CY0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0242
 CY0242  HISTORY     - Date     Condition        Report By
 CY0242  HISTORY     - UNK      MONUMENTED       USGS
 CY0242  HISTORY     - 1934     GOOD             NGS
 CY0242  HISTORY     - 20061020 POOR             GEOCAC
 CY0242
 CY0242                          STATION DESCRIPTION
 CY0242
 CY0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0242'10.1 MI SE FROM CLIFTON.
 CY0242'AT JUNCTION OF STATE HWYS. NO.78 AND 75, 180 FT. EAST OF CENTER LINE
 CY0242'OF HWY. NO.75, 100 FT. NORTH OF CENTER LINE OF HWY. NO.78, 30 FT.
 CY0242'SOUTH EAST OF TELEPHONE POLE, ON 4 INCH PIPE 2 FT. HIGH AND REINFORCED
 CY0242'WITH CONCRETE.
 CY0242
 CY0242                          STATION RECOVERY (2006)
 CY0242
 CY0242'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0242'RECOVERED STATION IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING
 CY0242'UPDATE TO THE DESCRIPTION   THE PIPE CAP HAS 4 BULLET HOLES IN IT
 CY0242'WHICH OBSCURES SOME OF THE INSCRIPTIONS, THE PIPE CAP IS NOT
 CY0242'COMPLETELY STABLE ON THE PIPE (IT CAN BE MOVED SLIGHTLY), THE TOP FEW
 CY0242'INCHES OF THE PIPE ARE EXPOSED AND ALSO HAS BULLET HOLES IN IT, THE
 CY0242'STATION IS 2.75 FEET NORTH OF A WITNESS POST, AND THERE IS NO
 CY0242'TELEPHONE POLE IN THE AREA.
 CY0242' 
 CY0242'HANDHELD COORDINATES
 CY0242'32 58 11.34 (N)   109 12 29.88 (W)  (NAD 83).
 CY0242' 
 CY0242'TO REACH THE STATION FROM THE JUNCTION OF U.S. 191, STATE HWY. 78 AND
 CY0242'STATE HWY. 75, GO EAST ON HWY. 78 FOR 1.9 MILES TO THE DIRT ROAD WHICH
 CY0242'IS WARDS CANYON ROAD, TURN LEFT OVER THE CATTLE GUARD AND CONTINUE FOR
 CY0242'ABOUT 0.2 MILES. THE STATION IS LOCATED APPROXIMATELY 130 FEET TO THE
 CY0242'NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0856 ***********************************************************************
 DV0856  DESIGNATION -  BM
 DV0856  PID         -  DV0856
 DV0856  STATE/COUNTY-  AZ/MARICOPA
 DV0856  USGS QUAD   -  WINTERSBURG (1984)
 DV0856
 DV0856                         *CURRENT SURVEY CONTROL
 DV0856  ___________________________________________________________________
 DV0856* NAD 83(1986)-  33 28 59.     (N)    112 52 32.     (W)     SCALED    
 DV0856* NAVD 88     -       333.99   (+/-2cm)    1095.8    (feet)  VERTCON   
 DV0856  ___________________________________________________________________
 DV0856  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0856
 DV0856.The horizontal coordinates were scaled from a topographic map and have
 DV0856.an estimated accuracy of +/- 6 seconds.
 DV0856
 DV0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0856.The vertical order pertains to the NGVD 29 superseded value.
 DV0856
 DV0856.The geoid height was determined by GEOID03.
 DV0856
 DV0856;                    North         East    Units  Estimated Accuracy
 DV0856;SPC AZ C     -   275,730.      124,250.      MT  (+/- 180 meters Scaled)
 DV0856
 DV0856                          SUPERSEDED SURVEY CONTROL
 DV0856
 DV0856  NGVD 29 (??/??/92)  333.37   (m)         1093.7    (f) COMPUTED    2 0
 DV0856
 DV0856.Superseded values are not recommended for survey control.
 DV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0856.See file dsdata.txt to determine how the superseded data were derived.
 DV0856
 DV0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC257064(NAD 83)
 DV0856_MARKER: DD = SURVEY DISK
 DV0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0856+STABILITY: SURFACE MOTION
 DV0856
 DV0856  HISTORY     - Date     Condition        Report By
 DV0856  HISTORY     - UNK      MONUMENTED       AZHD
 DV0856  HISTORY     - 1962     GOOD             NGS
 DV0856
 DV0856                          STATION DESCRIPTION
 DV0856
 DV0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0856'4.3 MI SE FROM TONOPAH.
 DV0856'0.5 MILE EAST-SOUTHEAST OF R 415 66.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0856'DISK WITH NO STAMPING, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0856'GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0856'HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0057 ***********************************************************************
 DV0057  DESIGNATION -  BM
 DV0057  PID         -  DV0057
 DV0057  STATE/COUNTY-  AZ/MARICOPA
 DV0057  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0057
 DV0057                         *CURRENT SURVEY CONTROL
 DV0057  ___________________________________________________________________
 DV0057* NAD 83(1986)-  33 39 18.     (N)    112 11 10.     (W)     SCALED    
 DV0057* NAVD 88     -       387.41   (+/-2cm)    1271.0    (feet)  VERTCON   
 DV0057  ___________________________________________________________________
 DV0057  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DV0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0057
 DV0057.The horizontal coordinates were scaled from a topographic map and have
 DV0057.an estimated accuracy of +/- 6 seconds.
 DV0057
 DV0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0057.The vertical order pertains to the NGVD 29 superseded value.
 DV0057
 DV0057.The geoid height was determined by GEOID03.
 DV0057
 DV0057;                    North         East    Units  Estimated Accuracy
 DV0057;SPC AZ C     -   294,420.      188,370.      MT  (+/- 180 meters Scaled)
 DV0057
 DV0057                          SUPERSEDED SURVEY CONTROL
 DV0057
 DV0057  NGVD 29 (??/??/92)  386.85   (m)         1269.2    (f) COMPUTED    1 2
 DV0057
 DV0057.Superseded values are not recommended for survey control.
 DV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0057.See file dsdata.txt to determine how the superseded data were derived.
 DV0057
 DV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900245(NAD 83)
 DV0057_MARKER: DD = SURVEY DISK
 DV0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0057_SP_SET: BRIDGE
 DV0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0057
 DV0057  HISTORY     - Date     Condition        Report By
 DV0057  HISTORY     - 1959     MONUMENTED       LOCENG
 DV0057  HISTORY     - 1967     GOOD             NGS
 DV0057  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV0057  HISTORY     - 20061023 MARK NOT FOUND   GEOCAC
 DV0057
 DV0057                          STATION DESCRIPTION
 DV0057
 DV0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0057'11.75 MI N FROM GLENDALE.
 DV0057'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0057'GLENDALE, THENCE 6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 2.0
 DV0057'MILES WEST ALONG BELL ROAD, THENCE 1.1 MILES NORTH ALONG NORTH 59TH
 DV0057'AVENUE, OR ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN
 DV0057'AT SUN CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25
 DV0057'MILE CROSS-COUNTRY THROUGH A CITRUS GROVE, THENCE 0.25 MILE EAST
 DV0057'ACROSS BOTTOM LAND OF THE NEW RIVER, THENCE 1.5 MILES EAST ALONG A
 DV0057'GRADED DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD WHICH IS
 DV0057'67TH AVENUE, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9
 DV0057'MILE SOUTH ALONG NORTH 59TH AVENUE, IN SECTION 29, T 4 N, R 2 E, 17
 DV0057'FEET EAST OF THE CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE
 DV0057'SOUTH END OF THE EAST CONCRETE BASE OF A GUARD RAIL ON A HIGHWAY
 DV0057'BRIDGE OVER SKUNK CREEK, 3 INCHES WEST OF A CONCRETE PILLAR, 67 1/2
 DV0057'FEET NORTH OF BENCH MARK X 266, AND ABOUT 14 INCHES ABOVE THE LEVEL OF
 DV0057'THE AVENUE.
 DV0057
 DV0057                          STATION RECOVERY (1994)
 DV0057
 DV0057'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0057'MARK NOT FOUND.
 DV0057
 DV0057                          STATION RECOVERY (2006)
 DV0057
 DV0057'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0057'THE BRIDGE APPEARS TO HAVE BEEN IMPROVED / UPDATED. THE RAILINGS ARE
 DV0057'ONE SOLID PIECE, WITH NO PILLARS PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0371 ***********************************************************************
 DT0371  DESIGNATION -  BM
 DT0371  PID         -  DT0371
 DT0371  STATE/COUNTY-  AZ/GREENLEE
 DT0371  USGS QUAD   -  RATTLESNAKE SPRING (1989)
 DT0371
 DT0371                         *CURRENT SURVEY CONTROL
 DT0371  ___________________________________________________________________
 DT0371* NAD 83(1986)-  33 00 28.     (N)    109 13 52.     (W)     SCALED    
 DT0371* NAVD 88     -      1237.633  (meters)    4060.47   (feet)  ADJUSTED  
 DT0371  ___________________________________________________________________
 DT0371  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DT0371  DYNAMIC HT  -        1235.839 (meters)    4054.58  (feet)  COMP
 DT0371  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 DT0371
 DT0371  VERT ORDER  -  SECOND    CLASS 0
 DT0371
 DT0371.The horizontal coordinates were scaled from a topographic map and have
 DT0371.an estimated accuracy of +/- 6 seconds.
 DT0371
 DT0371.The orthometric height was determined by differential leveling
 DT0371.and adjusted in June 1991.
 DT0371
 DT0371.The geoid height was determined by GEOID03.
 DT0371
 DT0371.The dynamic height is computed by dividing the NAVD 88
 DT0371.geopotential number by the normal gravity value computed on the
 DT0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0371.degrees latitude (g = 980.6199 gals.).
 DT0371
 DT0371.The modeled gravity was interpolated from observed gravity values.
 DT0371
 DT0371;                    North         East    Units  Estimated Accuracy
 DT0371;SPC AZ E     -   223,000.      300,780.      MT  (+/- 180 meters Scaled)
 DT0371
 DT0371                          SUPERSEDED SURVEY CONTROL
 DT0371
 DT0371  NGVD 29 (??/??/92) 1236.89   (m)         4058.0    (f) COMPUTED    2 0
 DT0371
 DT0371.Superseded values are not recommended for survey control.
 DT0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0371.See file dsdata.txt to determine how the superseded data were derived.
 DT0371
 DT0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB652535(NAD 83)
 DT0371_MARKER: Z = SEE DESCRIPTION
 DT0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0371
 DT0371  HISTORY     - Date     Condition        Report By
 DT0371  HISTORY     - UNK      MONUMENTED       USGS
 DT0371  HISTORY     - 1934     GOOD             NGS
 DT0371
 DT0371                          STATION DESCRIPTION
 DT0371
 DT0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0371'6.4 MI S FROM CLIFTON.
 DT0371'ON STATE HWY. NO. 75, 3.7 MILES NORTH WEST OF JUNCTION WITH HWY. NO.
 DT0371'78, 400 FT. WEST OF TELEPHONE LINE AND SECOND CLASS ROAD, 360 FT. WEST
 DT0371'OF CENTER LINE OF HWY., AND ABOUT 180 FT. NORTH EAST OF SMALL ROCKY
 DT0371'HILL, ON TOP OF 4 INCH PIPE REINFORCED WITH CONCRETE.  NOTE--
 DT0371'DISFIGURED SO THAT NO LEGIBLE IDENTIFYING MARK SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0180 ***********************************************************************
 ER0180  DESIGNATION -  BM
 ER0180  PID         -  ER0180
 ER0180  STATE/COUNTY-  AZ/APACHE
 ER0180  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0180
 ER0180                         *CURRENT SURVEY CONTROL
 ER0180  ___________________________________________________________________
 ER0180* NAD 83(1986)-  34 30 36.     (N)    109 27 48.     (W)     SCALED    
 ER0180* NAVD 88     -      1778.855  (meters)    5836.13   (feet)  ADJUSTED  
 ER0180  ___________________________________________________________________
 ER0180  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0180  DYNAMIC HT  -        1776.304 (meters)    5827.76  (feet)  COMP
 ER0180  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 ER0180
 ER0180  VERT ORDER  -  SECOND    CLASS 0
 ER0180
 ER0180.The horizontal coordinates were scaled from a topographic map and have
 ER0180.an estimated accuracy of +/- 6 seconds.
 ER0180
 ER0180.The orthometric height was determined by differential leveling
 ER0180.and adjusted in June 1991.
 ER0180
 ER0180.The geoid height was determined by GEOID03.
 ER0180
 ER0180.The dynamic height is computed by dividing the NAVD 88
 ER0180.geopotential number by the normal gravity value computed on the
 ER0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0180.degrees latitude (g = 980.6199 gals.).
 ER0180
 ER0180.The modeled gravity was interpolated from observed gravity values.
 ER0180
 ER0180;                    North         East    Units  Estimated Accuracy
 ER0180;SPC AZ E     -   389,450.      277,940.      MT  (+/- 180 meters Scaled)
 ER0180
 ER0180                          SUPERSEDED SURVEY CONTROL
 ER0180
 ER0180  NGVD 29 (??/??/92) 1778.010  (m)         5833.35   (f) ADJ UNCH    2 0
 ER0180
 ER0180.Superseded values are not recommended for survey control.
 ER0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0180.See file dsdata.txt to determine how the superseded data were derived.
 ER0180
 ER0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD410197(NAD 83)
 ER0180_MARKER: DD = SURVEY DISK
 ER0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0180_SP_SET: CONCRETE BASE
 ER0180_STAMPING: AHD
 ER0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0180
 ER0180  HISTORY     - Date     Condition        Report By
 ER0180  HISTORY     - UNK      MONUMENTED       AZHD
 ER0180  HISTORY     - 1932     GOOD             NGS
 ER0180  HISTORY     - 1972     POOR             USGS
 ER0180  HISTORY     - 20040408 POOR             GEOCAC
 ER0180
 ER0180                          STATION DESCRIPTION
 ER0180
 ER0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 ER0180'5.6 MI W FROM ST JOHNS.
 ER0180'U.S. HWY. 180, 35 FEET SOUTHEAST OF ARIZONA STATE HWY. BENCH MARK
 ER0180'(STA. 472+89.2, 1932) 18 FEET NORTH OF CENTER LINE OF THE HIGHWAY, AND
 ER0180'IN BASE OF F.A.P., 78-A AND 78-C SIGN POST.  TABLET IN CONCRETE BASE
 ER0180'FOR SIGN AND FLUSH WITH ROAD BED.
 ER0180
 ER0180                          STATION RECOVERY (1972)
 ER0180
 ER0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0180'MARK RECOVERED IN POOR CONDITION.
 ER0180
 ER0180                          STATION RECOVERY (2004)
 ER0180
 ER0180'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0180'MARK IS OF QUESTIONABLE STABILITY. HEAVY EROSION AROUND CONCRETE BASE.
 ER0180'CIVILIAN GPS COORDINATES 34  30.621'N 109  27.765'W
 ER0180' 
 ER0180' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0766 ***********************************************************************
 DU0766  DESIGNATION -  BM
 DU0766  PID         -  DU0766
 DU0766  STATE/COUNTY-  AZ/MARICOPA
 DU0766  USGS QUAD   -  CHANDLER (1981)
 DU0766
 DU0766                         *CURRENT SURVEY CONTROL
 DU0766  ___________________________________________________________________
 DU0766* NAD 83(1986)-  33 21 24.     (N)    111 47 46.     (W)     SCALED    
 DU0766* NAVD 88     -       376.21   (+/-2cm)    1234.3    (feet)  VERTCON   
 DU0766  ___________________________________________________________________
 DU0766  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0766
 DU0766.The horizontal coordinates were scaled from a topographic map and have
 DU0766.an estimated accuracy of +/- 6 seconds.
 DU0766
 DU0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0766.The vertical order pertains to the NGVD 29 superseded value.
 DU0766
 DU0766.The geoid height was determined by GEOID03.
 DU0766
 DU0766;                    North         East    Units  Estimated Accuracy
 DU0766;SPC AZ C     -   261,310.      224,580.      MT  (+/- 180 meters Scaled)
 DU0766
 DU0766                          SUPERSEDED SURVEY CONTROL
 DU0766
 DU0766  NGVD 29 (??/??/92)  375.68   (m)         1232.5    (f) COMPUTED    2 0
 DU0766
 DU0766.Superseded values are not recommended for survey control.
 DU0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0766.See file dsdata.txt to determine how the superseded data were derived.
 DU0766
 DU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB259911(NAD 83)
 DU0766_MARKER: DD = SURVEY DISK
 DU0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0766_SP_SET: CULVERT
 DU0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0766+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 DU0766
 DU0766  HISTORY     - Date     Condition        Report By
 DU0766  HISTORY     - UNK      MONUMENTED       BOR
 DU0766  HISTORY     - 1934     GOOD             NGS
 DU0766  HISTORY     - 20051023 GOOD             GEOCAC
 DU0766
 DU0766                          STATION DESCRIPTION
 DU0766
 DU0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0766'0.5 MI N FROM GILBERT.
 DU0766'0.5 MI NORTH ON S.P. RY. IN THE TOP OF THE CONCRETE HEADWALL OF
 DU0766'CULVERT NO. 926-C, 21 FEET EAST OF THE CENTERLINE OF THE TRACK.
 DU0766
 DU0766                          STATION RECOVERY (2005)
 DU0766
 DU0766'RECOVERY NOTE BY GEOCACHING 2005 (JWM)
 DU0766'RECOVERED AS DESCRIBED AT  33 21 25.8 (N)  111 47 47.8 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0078 ***********************************************************************
 GQ0078  DESIGNATION -  BM
 GQ0078  PID         -  GQ0078
 GQ0078  STATE/COUNTY-  AZ/MOHAVE
 GQ0078  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0078
 GQ0078                         *CURRENT SURVEY CONTROL
 GQ0078  ___________________________________________________________________
 GQ0078* NAD 83(1986)-  36 08 53.     (N)    113 58 56.     (W)     SCALED    
 GQ0078* NAVD 88     -       359.996  (meters)    1181.09   (feet)  POSTED    
 GQ0078  ___________________________________________________________________
 GQ0078  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GQ0078  DYNAMIC HT  -         359.630 (meters)    1179.89  (feet)  COMP
 GQ0078  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 GQ0078
 GQ0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0078
 GQ0078.The horizontal coordinates were scaled from a topographic map and have
 GQ0078.an estimated accuracy of +/- 6 seconds.
 GQ0078
 GQ0078.The orthometric height was determined by differential leveling
 GQ0078.and adjusted by the  in 1992.
 GQ0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0078.rate of 0.0 thru 1.0 mm/km.
 GQ0078
 GQ0078.The geoid height was determined by GEOID03.
 GQ0078
 GQ0078.The dynamic height is computed by dividing the NAVD 88
 GQ0078.geopotential number by the normal gravity value computed on the
 GQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0078.degrees latitude (g = 980.6199 gals.).
 GQ0078
 GQ0078.The modeled gravity was interpolated from observed gravity values.
 GQ0078
 GQ0078;                    North         East    Units  Estimated Accuracy
 GQ0078;SPC AZ W     -   570,980.      192,460.      MT  (+/- 180 meters Scaled)
 GQ0078
 GQ0078                          SUPERSEDED SURVEY CONTROL
 GQ0078
 GQ0078  NGVD 29 (??/??/92)  359.314  (m)         1178.85   (f) ADJ UNCH    1 1
 GQ0078
 GQ0078.Superseded values are not recommended for survey control.
 GQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0078.See file dsdata.txt to determine how the superseded data were derived.
 GQ0078
 GQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF316044(NAD 83)
 GQ0078_MARKER: DB = BENCH MARK DISK
 GQ0078_SETTING: 80 = SET IN A BOULDER
 GQ0078_SP_SET: BOULDER
 GQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0078+STABILITY: SURFACE MOTION
 GQ0078
 GQ0078  HISTORY     - Date     Condition        Report By
 GQ0078  HISTORY     - UNK      MONUMENTED       CGS
 GQ0078  HISTORY     - 1950     GOOD             NGS
 GQ0078
 GQ0078                          STATION DESCRIPTION
 GQ0078
 GQ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0078'66.3 MI SE FROM RIVERSIDE, NV.
 GQ0078'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0078'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0078'THENCE 26.0 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. TOMAS-PIERCES
 GQ0078'FERRY ROAD, THENCE 0.6 MILE NORTHWEST ACROSS COUNTRY, 0.6 MILE
 GQ0078'NORTHWEST OF BM M 127, ON THE NORTH EDGE OF A SMALL ROCKY POINT, ABOUT
 GQ0078'100 YARDS SOUTH OF A PROMINENT PENINSULA EXTENDING ABOUT 150 YARDS
 GQ0078'INTO LAKE MEAD, ABOUT 90 YARDS WEST OF AND ABOUT 40 FEET BELOW THE
 GQ0078'HIGH WATER MARK, AND IN THE TOP OF A BOULDER PROJECTING ABOUT 2 FEET
 GQ0078'ABOVE GROUND.  NOTE-- THIS BENCH MARK WAS RECOVERED BY THE LEVEL UNIT
 GQ0078'WHILE MAKING THE RIVER CROSSING NEAR PIERCES FERRY, IT IS NOT STAMPED
 GQ0078'AND ITS LOCATION DOES NOT FIT ANY OF THE OLD DESCRIPTIONS. IT IS A
 GQ0078'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0582 ***********************************************************************
 CG0582  DESIGNATION -  BM
 CG0582  PID         -  CG0582
 CG0582  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0582  USGS QUAD   -  AMADO (1981)
 CG0582
 CG0582                         *CURRENT SURVEY CONTROL
 CG0582  ___________________________________________________________________
 CG0582* NAD 83(1986)-  31 38 36.     (N)    111 04 19.     (W)     SCALED    
 CG0582* NAVD 88     -      1016.75   (+/-2cm)    3335.8    (feet)  VERTCON   
 CG0582  ___________________________________________________________________
 CG0582  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0582
 CG0582.The horizontal coordinates were scaled from a topographic map and have
 CG0582.an estimated accuracy of +/- 6 seconds.
 CG0582
 CG0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0582.The vertical order pertains to the NGVD 29 superseded value.
 CG0582
 CG0582.The geoid height was determined by GEOID03.
 CG0582
 CG0582;                    North         East    Units  Estimated Accuracy
 CG0582;SPC AZ C     -    71,630.      293,480.      MT  (+/- 180 meters Scaled)
 CG0582
 CG0582                          SUPERSEDED SURVEY CONTROL
 CG0582
 CG0582  NGVD 29 (??/??/92) 1015.93   (m)         3333.1    (f) COMPUTED    2 0
 CG0582
 CG0582.Superseded values are not recommended for survey control.
 CG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0582.See file dsdata.txt to determine how the superseded data were derived.
 CG0582
 CG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA931009(NAD 83)
 CG0582_MARKER: DD = SURVEY DISK
 CG0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0582+STABILITY: SURFACE MOTION
 CG0582
 CG0582  HISTORY     - Date     Condition        Report By
 CG0582  HISTORY     - UNK      MONUMENTED       USE
 CG0582  HISTORY     - 1962     GOOD             NGS
 CG0582  HISTORY     - 20061022 MARK NOT FOUND   GEOCAC
 CG0582
 CG0582                          STATION DESCRIPTION
 CG0582
 CG0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0582'6.3 MI S FROM AMADO.
 CG0582'5.05 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0582'THENCE WEST ALONG AN OILED ROAD 1.0 MILE, THENCE 0.15 MILE SOUTH ALONG
 CG0582'A NORTH-SOUTH FENCE LINE, THENCE WEST 0.15 MILE, 62 FEET SOUTHEAST OF
 CG0582'A SOUTHWEST FENCE CORNER, 21 FEET SOUTH OF AN EASTWEST FENCE LINE, A
 CG0582'USE DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 CG0582'PROJECTS 6 INCHES.
 CG0582
 CG0582                          STATION RECOVERY (2006)
 CG0582
 CG0582'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0582'MEASURED FROM THE EXISTING FENCE BUT DID NOT LOCATE THE MARK. THE
 CG0582'GROUND IN THE AREA WAS HARD AND WAS NOT PROBED FOR THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1897 ***********************************************************************
 DV1897  DESIGNATION -  BM
 DV1897  PID         -  DV1897
 DV1897  STATE/COUNTY-  AZ/MARICOPA
 DV1897  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1897
 DV1897                         *CURRENT SURVEY CONTROL
 DV1897  ___________________________________________________________________
 DV1897* NAD 83(1992)-  33 35 22.07835(N)    113 16 14.72469(W)     ADJUSTED  
 DV1897* NAVD 88     -       428.3    (meters)    1405.     (feet)  VERTCON   
 DV1897  ___________________________________________________________________
 DV1897  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DV1897  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1897  HORZ ORDER  -  SECOND
 DV1897
 DV1897.The horizontal coordinates were established by classical geodetic methods
 DV1897.and adjusted by the National Geodetic Survey in August 1993.
 DV1897
 DV1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1897
 DV1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1897
 DV1897.The geoid height was determined by GEOID03.
 DV1897
 DV1897;                    North         East     Units Scale Factor Converg.
 DV1897;SPC AZ C     -   287,944.304    87,672.080   MT  1.00009470   -0 44 57.2
 DV1897;SPC AZ C     -   944,699.16    287,638.06   iFT  1.00009470   -0 44 57.2
 DV1897;SPC AZ W     -   287,235.032   257,843.864   MT  0.99995772   +0 15 54.5
 DV1897;SPC AZ W     -   942,372.15    845,944.44   iFT  0.99995772   +0 15 54.5
 DV1897;UTM  12      - 3,718,949.229   289,275.563   MT  1.00014747   -1 15 24.2
 DV1897
 DV1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1897!SPC AZ C     -   0.99993765  x   1.00009470  =   1.00003234
 DV1897!SPC AZ W     -   0.99993765  x   0.99995772  =   0.99989537
 DV1897!UTM  12      -   0.99993765  x   1.00014747  =   1.00008511
 DV1897
 DV1897:                Primary Azimuth Mark                     Grid Az
 DV1897:SPC AZ C     -  T3N R10W SECS 22 23 1/4 COR              111 13 22.3
 DV1897:SPC AZ W     -  T3N R10W SECS 22 23 1/4 COR              110 12 30.6
 DV1897:UTM  12      -  T3N R10W SECS 22 23 1/4 COR              111 43 49.3
 DV1897
 DV1897|---------------------------------------------------------------------|
 DV1897| PID    Reference Object                     Distance      Geod. Az  |
 DV1897|                                                           dddmmss.s |
 DV1897| CH2357 T3N R10W SECS 22 23 1/4 COR                        1102825.1 |
 DV1897| DV1900 LOS ANGELES PHOENIX AWY BCN 28      APPROX.15.5 KM 2443821.3 |
 DV1897|---------------------------------------------------------------------|
 DV1897
 DV1897                          SUPERSEDED SURVEY CONTROL
 DV1897
 DV1897  NAD 83(1986)-  33 35 22.07103(N)    113 16 14.73198(W) AD(       ) 2
 DV1897  NAD 27      -  33 35 21.94300(N)    113 16 12.03600(W) AD(       ) 2
 DV1897  NGVD 29 (07/19/86)  427.6    (m)         1403.     (f) VERT ANG    3  
 DV1897
 DV1897.Superseded values are not recommended for survey control.
 DV1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1897.See file dsdata.txt to determine how the superseded data were derived.
 DV1897
 DV1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8927618949(NAD 83)
 DV1897_MARKER: DB = BENCH MARK DISK
 DV1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1897+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 DV1897
 DV1897  HISTORY     - Date     Condition        Report By
 DV1897  HISTORY     - 1948     MONUMENTED       BOR
 DV1897  HISTORY     - 20080328 GOOD             GEOCAC
 DV1897
 DV1897                          STATION DESCRIPTION
 DV1897
 DV1897'DESCRIBED BY US BUREAU OF RECLAMATION 1948 (DHK)
 DV1897'THE STATION IS A U.S. BUREAU OF RECLAMATION BENCH MARK LOCATED
 DV1897'IN OPEN COUNTRY ON THE VALLEY FLOOR ALONG THE ROAD BETWEEN SALOME
 DV1897'AND HASSAYAMPA, 24.0 MILES BY ROAD SOUTHEAST OF SALOME, 4.3
 DV1897'MILES BY ROAD SOUTHEAST OF THE BOUNDARY MONUMENT OF YUMA-MARICOPA
 DV1897'COUNTIES, 157 PACES WEST OF AND APPROXIMATELY THE SAME ELEVATION
 DV1897'AS THE CENTER LINE OF ROAD, 45 PACES WEST OF A GROUP OF 2X6
 DV1897'PLANKS STAKED LENGTHWISE ON EDGE FOR DRAINAGE PURPOSE, A BRONZE
 DV1897'DISK SET IN TOP OF A CONCRETE CYLINDER WHICH HAS BEEN
 DV1897'REINFORCED WITH CONCRETE, PROJECTS 3 INCHES AND IS UNSTAMPED.
 DV1897'
 DV1897'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE QUARTER SECTION
 DV1897'MARKER IS LOCATED ALONG THE ROAD BETWEEN SALOME AND HASSAYAMPA,
 DV1897'23 PACES SOUTHWEST OF AND APPROXIMATELY THE SAME ELEVATION
 DV1897'AS THE CENTER LINE OF THE ROAD, A 1 INCH PIPE WITH CAP, PROJECTS
 DV1897'6 INCHES, AND IS STAMPED.  S22 S 23 1914.
 DV1897'
 DV1897'TO REACH FROM SALOME.  GO SOUTHEAST ALONG THE ROAD TOWARD
 DV1897'HASSAYAMPA FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE THE
 DV1897'LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 19.35 MILES
 DV1897'TO THE YUMA-MARICOPA COUNTY MONUMENT ON THE LEFT (E) SIDE OF
 DV1897'ROAD AND SIGN PLEASANTON 10, MIDWAY 22, HASSAYAMPA 41,
 DV1897'PHOENIX 85, ON THE RIGHT (W) SIDE OF ROAD.  CONTINUE 2.2
 DV1897'MILES TO A BLADED ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 DV1897'MAIN TRAVELED ROAD FOR 2.1 MILES TO STATION ON RIGHT AS
 DV1897'DESCRIBED ABOVE.  A DRIVE STATION.
 DV1897'
 DV1897'TO REACH AZIMUTH MARK.  CONTINUE SOUTHEAST ALONG ROAD FOR
 DV1897'0.3 MILE TO AZIMUTH MARK ON RIGHT (SW) SIDE OF ROAD AS DESCRIBED
 DV1897'ABOVE.
 DV1897
 DV1897                          STATION RECOVERY (2008)
 DV1897
 DV1897'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1979 ***********************************************************************
 DU1979  DESIGNATION -  BM
 DU1979  PID         -  DU1979
 DU1979  STATE/COUNTY-  AZ/PINAL
 DU1979  USGS QUAD   -  CHRISTMAS (1979)
 DU1979
 DU1979                         *CURRENT SURVEY CONTROL
 DU1979  ___________________________________________________________________
 DU1979* NAD 83(1992)-  33 03 12.60336(N)    110 40 41.01018(W)     ADJUSTED  
 DU1979* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 DU1979  ___________________________________________________________________
 DU1979  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 DU1979  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1979  HORZ ORDER  -  SECOND
 DU1979
 DU1979.The horizontal coordinates were established by classical geodetic methods
 DU1979.and adjusted by the National Geodetic Survey in August 1993.
 DU1979
 DU1979.The orthometric height was scaled from a topographic map.
 DU1979
 DU1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1979
 DU1979.The geoid height was determined by GEOID03.
 DU1979
 DU1979;                    North         East     Units Scale Factor Converg.
 DU1979;SPC AZ C     -   228,366.477   329,034.126   MT  1.00006493   +0 40 32.3
 DU1979;SPC AZ C     -   749,233.85  1,079,508.29   iFT  1.00006493   +0 40 32.3
 DU1979;UTM  12      - 3,657,264.145   530,056.345   MT  0.99961114   +0 10 32.1
 DU1979
 DU1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1979!SPC AZ C     -   0.99982299  x   1.00006493  =   0.99988791
 DU1979!UTM  12      -   0.99982299  x   0.99961114  =   0.99943420
 DU1979
 DU1979                          SUPERSEDED SURVEY CONTROL
 DU1979
 DU1979  NAD 83(1986)-  33 03 12.59958(N)    110 40 41.00915(W) AD(       ) 2
 DU1979  NAD 27      -  33 03 12.36400(N)    110 40 38.63200(W) AD(       ) 2
 DU1979
 DU1979.Superseded values are not recommended for survey control.
 DU1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1979.See file dsdata.txt to determine how the superseded data were derived.
 DU1979
 DU1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3005657264(NAD 83)
 DU1979_MARKER: DB = BENCH MARK DISK
 DU1979_SETTING: 80 = SET IN A BOULDER
 DU1979_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU1979
 DU1979  HISTORY     - Date     Condition        Report By
 DU1979  HISTORY     - 1935     MONUMENTED       USGS
 DU1979
 DU1979                          STATION DESCRIPTION
 DU1979
 DU1979'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 DU1979'A U.S. GEOLOGICAL SURVEY BENCH MARK APPROXIMATELY
 DU1979'7 FEET FROM STATION LEE MOUNTAIN, STAMPED--VA 1915.
 DU1979'
 DU1979'TO REACH FROM POST OFFICE IN WINKELMAN, GO SOUTHERLY ON STATE
 DU1979'ROUTE 77 FOR 1.0 MILE TO A SIDE ROAD LEFT UP HILL AT SIGN
 DU1979'HOPE METAL CO.  HERE TURN LEFT AND FOLLOW THE MAIN TRAVELED
 DU1979'ROAD FOR 5.45 MILES TO SEVERAL BUILDINGS ON THE LEFT.  CONTINUE
 DU1979'FOR 0.75 MILE TO A WASH.  HERE TURN LEFT DOWN HILL AND GO 0.5
 DU1979'MILE TO CREEK.  FORD STREAM AND CONTINUE ON ONLY ROAD, WHICH
 DU1979'CROSSED THE CREEK SEVERAL TIMES, AND GO 0.3 MILE.  HERE TURN
 DU1979'LEFT AND GO 0.2 MILE TO BRIDGE ON RIGHT AND REMAINS OF OLD
 DU1979'BUILDINGS ON THE LEFT.  TURN RIGHT ACROSS BRIDGE AND GO 0.9
 DU1979'MILE TO TOP OF DIVIDE.  THENCE GO DOWN HILL 0.6 MILE TO
 DU1979'LARGE WASH.  TURN LEFT AND FOLLOW DOWN WASH FOR 0.3 MILE TO
 DU1979'DEER CREEK AND END OF TRUCK TRAVEL.  FROM HERE CROSS CREEK AND
 DU1979'FOLLOW THE RIDGE IN NORTHERLY DIRECTION TO STATION LEE MOUNTAIN,
 DU1979'KEEPING TO THE EAST OF THE LOWER PEAK.  A 1 HOUR AND 30
 DU1979'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1066 ***********************************************************************
 ES1066  DESIGNATION -  BM
 ES1066  PID         -  ES1066
 ES1066  STATE/COUNTY-  AZ/NAVAJO
 ES1066  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES1066
 ES1066                         *CURRENT SURVEY CONTROL
 ES1066  ___________________________________________________________________
 ES1066* NAD 83(1992)-  34 19 59.57496(N)    110 02 50.07751(W)     ADJUSTED  
 ES1066* NAVD 88     -      1937.     (meters)    6355.     (feet)  SCALED    
 ES1066  ___________________________________________________________________
 ES1066  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 ES1066  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES1066  HORZ ORDER  -  SECOND
 ES1066
 ES1066.The horizontal coordinates were established by classical geodetic methods
 ES1066.and adjusted by the National Geodetic Survey in August 1993.
 ES1066
 ES1066.The orthometric height was scaled from a topographic map.
 ES1066
 ES1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1066
 ES1066.The geoid height was determined by GEOID03.
 ES1066
 ES1066;                    North         East     Units Scale Factor Converg.
 ES1066;SPC AZ E     -   369,618.649   224,348.498   MT  0.99990149   +0 04 02.5
 ES1066;SPC AZ E     - 1,212,659.61    736,051.50   iFT  0.99990149   +0 04 02.5
 ES1066;UTM  12      - 3,799,514.233   587,641.416   MT  0.99969468   +0 32 14.6
 ES1066
 ES1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1066!SPC AZ E     -   0.99969979  x   0.99990149  =   0.99960131
 ES1066!UTM  12      -   0.99969979  x   0.99969468  =   0.99939456
 ES1066
 ES1066                          SUPERSEDED SURVEY CONTROL
 ES1066
 ES1066  NAD 83(1986)-  34 19 59.57041(N)    110 02 50.08378(W) AD(       ) 2
 ES1066  NAD 27      -  34 19 59.42960(N)    110 02 47.68040(W) AD(       ) 2
 ES1066
 ES1066.Superseded values are not recommended for survey control.
 ES1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1066.See file dsdata.txt to determine how the superseded data were derived.
 ES1066
 ES1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8764199514(NAD 83)
 ES1066_MARKER: DB = BENCH MARK DISK
 ES1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1066
 ES1066  HISTORY     - Date     Condition        Report By
 ES1066  HISTORY     - 1958     MONUMENTED       BOR
 ES1066  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 ES1066  HISTORY     - 20061103 GOOD             GEOCAC
 ES1066
 ES1066                          STATION DESCRIPTION
 ES1066
 ES1066'DESCRIBED BY US BUREAU OF RECLAMATION 1958
 ES1066'THE MARK IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH MARK
 ES1066'EMBEDDED IN A 6-INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES ABOVE
 ES1066'THE SURFACE OF THE GROUND AND BEARS NO STAMPING.
 ES1066'
 ES1066'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH
 ES1066'FOR 1 BLOCK TO THE JUNCTION OF U.S. HIGHWAY NO. 60, TURN RIGHT
 ES1066'AND GO EAST ON U.S. HIGHWAY NO. 60 FOR 0.6 MILE TO THE JUNCTION OF
 ES1066'STATE HIGHWAY NO. 77, TURN LEFT ON STATE HIGHWAY NO. 77 AND GO
 ES1066'NORTH FOR 2.9 MILES TO THE MARK ON THE LEFT AS DESCRIBED,
 ES1066
 ES1066                          STATION RECOVERY (2004)
 ES1066
 ES1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES1066'MARK NOT FOUND.
 ES1066
 ES1066                          STATION RECOVERY (2006)
 ES1066
 ES1066'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES1066'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES1066'THE DESCRIPTION   THE STATION IS LOCATED 88 FEET EAST OF A BARB WIRE
 ES1066'FENCE.
 ES1066' 
 ES1066'UPDATE TO THE TO REACH DESCRIPTION    THE STATION IS LOCATED ON THE
 ES1066'RIGHT EAST SIDE OF STATE HIGHWAY NO. 77 AT THE TOP OF A RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2005 ***********************************************************************
 DV2005  DESIGNATION -  BM
 DV2005  PID         -  DV2005
 DV2005  STATE/COUNTY-  AZ/MARICOPA
 DV2005  USGS QUAD   -  UNION HILLS (1981)
 DV2005
 DV2005                         *CURRENT SURVEY CONTROL
 DV2005  ___________________________________________________________________
 DV2005* NAD 83(1992)-  33 39 10.86163(N)    112 03 03.53818(W)     ADJUSTED  
 DV2005* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 DV2005  ___________________________________________________________________
 DV2005  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DV2005  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DV2005  HORZ ORDER  -  SECOND
 DV2005
 DV2005.The horizontal coordinates were established by classical geodetic methods
 DV2005.and adjusted by the National Geodetic Survey in August 1993.
 DV2005
 DV2005.The orthometric height was scaled from a topographic map.
 DV2005
 DV2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2005
 DV2005.The geoid height was determined by GEOID03.
 DV2005
 DV2005;                    North         East     Units Scale Factor Converg.
 DV2005;SPC AZ C     -   294,178.707   200,902.246   MT  0.99990191   -0 04 28.0
 DV2005;SPC AZ C     -   965,153.24    659,128.10   iFT  0.99990191   -0 04 28.0
 DV2005;UTM  12      - 3,724,179.619   402,549.045   MT  0.99971708   -0 34 56.9
 DV2005
 DV2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2005!SPC AZ C     -   0.99992997  x   0.99990191  =   0.99983189
 DV2005!UTM  12      -   0.99992997  x   0.99971708  =   0.99964707
 DV2005
 DV2005                          SUPERSEDED SURVEY CONTROL
 DV2005
 DV2005  NAD 83(1986)-  33 39 10.85697(N)    112 03 03.54445(W) AD(       ) 2
 DV2005  NAD 27      -  33 39 10.71690(N)    112 03 01.00440(W) AD(       ) 2
 DV2005
 DV2005.Superseded values are not recommended for survey control.
 DV2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2005.See file dsdata.txt to determine how the superseded data were derived.
 DV2005
 DV2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0254924180(NAD 83)
 DV2005_MARKER: DB = BENCH MARK DISK
 DV2005_SETTING: 0 = UNSPECIFIED SETTING
 DV2005
 DV2005  HISTORY     - Date     Condition        Report By
 DV2005  HISTORY     - 1947     MONUMENTED       BOR
 DV2005  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV2005
 DV2005                          STATION DESCRIPTION
 DV2005
 DV2005'DESCRIBED BY US BUREAU OF RECLAMATION 1947
 DV2005'TO REACH THE STATION FROM PHOENIX, GO NORTH ON 7TH STREET,
 DV2005'FROM EAST VAN BUREN STREET, 8.3 MILES TO THE FIVE-POINT
 DV2005'INTERSECTION AT SUNNYSLOPE.  TURN RIGHT, GO NORTHEAST ON DIAGONAL
 DV2005'ROAD 2.8 MILES TO THE POST OFFICE AT CACTUS.  CONTINUE NORTH
 DV2005'3.2 MILES TO CROSSROAD.  TURN LEFT, GO 1.1 MILE TO A ROAD RIGHT,
 DV2005'TURN RIGHT.  GO 0.2 MILE TO A FORK.
 DV2005'TURN RIGHT FOR SHORT DISTANCE, THEN LEAVE ROAD AND GO NORTH
 DV2005'ACROSS COUNTRY 0.9 MILE TO TOP OF HILL AND STATION UNION.  A DRIVE
 DV2005'STATION.
 DV2005'
 DV2005'STATION MARK IS A BUREAU OF RECLAMATION BENCH MARK DISK
 DV2005'SET 5 PACES SOUTHEAST OF A WITNESS POST.  PROJECTS 6 INCHES.
 DV2005'AND IS 6 INCHES LOWER THAN STATION UNION AND IS UNSTAMPED.
 DV2005
 DV2005                          STATION RECOVERY (2007)
 DV2005
 DV2005'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2005'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV2005'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0234 ***********************************************************************
 GP0234  DESIGNATION -  BM 12
 GP0234  PID         -  GP0234
 GP0234  STATE/COUNTY-  AZ/COCONINO
 GP0234  USGS QUAD   -  LEES FERRY (1985)
 GP0234
 GP0234                         *CURRENT SURVEY CONTROL
 GP0234  ___________________________________________________________________
 GP0234* NAD 83(1986)-  36 51 34.     (N)    111 34 36.     (W)     SCALED    
 GP0234* NAVD 88     -       959.02   (+/-2cm)    3146.4    (feet)  VERTCON   
 GP0234  ___________________________________________________________________
 GP0234  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0234  VERT ORDER  -  ? (See Below)
 GP0234
 GP0234.The horizontal coordinates were scaled from a topographic map and have
 GP0234.an estimated accuracy of +/- 6 seconds.
 GP0234
 GP0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0234.The vertical order pertains to the NGVD 29 superseded value.
 GP0234
 GP0234.The geoid height was determined by GEOID03.
 GP0234
 GP0234;                    North         East    Units  Estimated Accuracy
 GP0234;SPC AZ C     -   649,930.      243,680.      MT  (+/- 180 meters Scaled)
 GP0234
 GP0234                          SUPERSEDED SURVEY CONTROL
 GP0234
 GP0234  NGVD 29 (??/??/92)  958.141  (m)         3143.50   (f) ADJ UNCH    ?  
 GP0234
 GP0234.Superseded values are not recommended for survey control.
 GP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0234.See file dsdata.txt to determine how the superseded data were derived.
 GP0234
 GP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF485794(NAD 83)
 GP0234_MARKER: T = CHISELED TRIANGLE
 GP0234_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0234_SP_SET: UNSPEC. ROCK
 GP0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0234
 GP0234  HISTORY     - Date     Condition        Report By
 GP0234  HISTORY     - UNK      MONUMENTED       SCECO
 GP0234  HISTORY     - 1962     GOOD             NGS
 GP0234  HISTORY     - 1987     GOOD             USPSQD
 GP0234
 GP0234                          STATION DESCRIPTION
 GP0234
 GP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0234'IN LEES FERRY.
 GP0234'AT LEES FERRY, COCONINO COUNTY, ON THE EAST BANK OF COLORADO RIVER, 32
 GP0234'FEET WEST OF THE DEADMAN FOR THE ABANDONED FERRY CABLE, 8 FEET NORTH
 GP0234'OF THE CABLE, AND ON THE TOP OF A ROCK.  A CHISELED TRIANGLE.
 GP0234
 GP0234                          STATION RECOVERY (1987)
 GP0234
 GP0234'RECOVERY NOTE BY US POWER SQUADRON 1987 (NKT)
 GP0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0267 ***********************************************************************
 FQ0267  DESIGNATION -  BM 2
 FQ0267  PID         -  FQ0267
 FQ0267  STATE/COUNTY-  AZ/COCONINO
 FQ0267  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0267
 FQ0267                         *CURRENT SURVEY CONTROL
 FQ0267  ___________________________________________________________________
 FQ0267* NAD 83(1986)-  35 25 29.     (N)    111 34 01.     (W)     SCALED    
 FQ0267* NAVD 88     -      1997.17   (+/-2cm)    6552.4    (feet)  VERTCON   
 FQ0267  ___________________________________________________________________
 FQ0267  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0267  VERT ORDER  -  ? (See Below)
 FQ0267
 FQ0267.The horizontal coordinates were scaled from a topographic map and have
 FQ0267.an estimated accuracy of +/- 6 seconds.
 FQ0267
 FQ0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0267.The vertical order pertains to the NGVD 29 superseded value.
 FQ0267
 FQ0267.The geoid height was determined by GEOID03.
 FQ0267
 FQ0267;                    North         East    Units  Estimated Accuracy
 FQ0267;SPC AZ C     -   490,750.      245,120.      MT  (+/- 180 meters Scaled)
 FQ0267
 FQ0267                          SUPERSEDED SURVEY CONTROL
 FQ0267
 FQ0267  NGVD 29 (??/??/92) 1996.205  (m)         6549.22   (f) ADJ UNCH    ?  
 FQ0267
 FQ0267.Superseded values are not recommended for survey control.
 FQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0267.See file dsdata.txt to determine how the superseded data were derived.
 FQ0267
 FQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE485202(NAD 83)
 FQ0267_MARKER: Z = SEE DESCRIPTION
 FQ0267_SETTING: 0 = UNSPECIFIED SETTING
 FQ0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0267
 FQ0267  HISTORY     - Date     Condition        Report By
 FQ0267  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0267  HISTORY     - 1921     GOOD             NGS
 FQ0267
 FQ0267                          STATION DESCRIPTION
 FQ0267
 FQ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0267'13.2 MI N FROM TOWNSEND.
 FQ0267'13.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0267'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, AT THE Y-JUNCTION OF A ROAD
 FQ0267'LEADING NORTHWEST TO DEADMAN RANGER STATION, AND 3 FEET SOUTHWEST OF
 FQ0267'AN AUTO SIGNPOST.  NOTE-- CHARACTER OF MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4644 ***********************************************************************
 DK4644  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4644  DESIGNATION -  BM 22
 DK4644  PID         -  DK4644
 DK4644  STATE/COUNTY-  AZ/PINAL
 DK4644  USGS QUAD   -  DOUBLE PEAK (1992)
 DK4644
 DK4644                         *CURRENT SURVEY CONTROL
 DK4644  ___________________________________________________________________
 DK4644* NAD 83(2007)-  32 46 43.79937(N)    111 52 48.12206(W)     ADJUSTED  
 DK4644* NAVD 88     -       429.70   (meters)    1409.8    (feet)  GPS OBS   
 DK4644  ___________________________________________________________________
 DK4644  EPOCH DATE  -        2007.00
 DK4644  X           -  -2,000,510.982 (meters)                     COMP
 DK4644  Y           -  -4,981,442.708 (meters)                     COMP
 DK4644  Z           -   3,433,578.198 (meters)                     COMP
 DK4644  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DK4644  ELLIP HEIGHT-         399.267 (meters)          (04/23/08) ADJUSTED
 DK4644  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DK4644  HORZ ORDER  -  B
 DK4644  ELLP ORDER  -  FOURTH    CLASS I
 DK4644
 DK4644.The horizontal coordinates were established by GPS observations
 DK4644.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4644
 DK4644.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4644.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4644.The horizontal coordinates are valid at the epoch date displayed above.
 DK4644.The epoch date for horizontal control is a decimal equivalence
 DK4644.of Year/Month/Day.
 DK4644
 DK4644.The orthometric height was determined by GPS observations and a
 DK4644.high-resolution geoid model.
 DK4644.The orthometric height was determined by GPS observations and a
 DK4644.high-resolution geoid model using precise GPS observation and
 DK4644.processing techniques.
 DK4644
 DK4644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4644
 DK4644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4644
 DK4644.The ellipsoidal height was determined by GPS observations
 DK4644.and is referenced to NAD 83.
 DK4644
 DK4644.The geoid height was determined by GEOID03.
 DK4644
 DK4644;                    North         East     Units Scale Factor Converg.
 DK4644;SPC AZ C     -   197,226.635   216,791.622   MT  0.99990015   +0 01 11.4
 DK4644;SPC AZ C     -   647,069.01    711,258.60   iFT  0.99990015   +0 01 11.4
 DK4644;UTM  12      - 3,627,111.482   417,585.054   MT  0.99968375   -0 28 35.3
 DK4644
 DK4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4644!SPC AZ C     -   0.99993732  x   0.99990015  =   0.99983747
 DK4644!UTM  12      -   0.99993732  x   0.99968375  =   0.99962109
 DK4644
 DK4644                          SUPERSEDED SURVEY CONTROL
 DK4644
 DK4644.No superseded survey control is available for this station.
 DK4644
 DK4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1758527111(NAD 83)
 DK4644_MARKER: DB = BENCH MARK DISK
 DK4644_SETTING: 66 = SET IN ROCK OUTCROP
 DK4644_STAMPING: BM 22 1970
 DK4644_MARK LOGO: USACE 
 DK4644_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK4644+STABILITY: POSITION/ELEVATION WELL
 DK4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4644+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4644
 DK4644  HISTORY     - Date     Condition        Report By
 DK4644  HISTORY     - 20060830 MONUMENTED       GEOANA
 DK4644
 DK4644                          STATION DESCRIPTION
 DK4644
 DK4644'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DK4644'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF
 DK4644'STANFIELD, 6.0 MI (9.6 KM) WEST-NORTHWEST OF CHUICHU AND 5.0 MI (8.0
 DK4644'KM) NORTH-NORTHEAST OF VAIVA VO.
 DK4644' 
 DK4644'BEGINNING AT THE CASA GRANDE POST OFFICE, GO SOUTH ON PINAL AVENUE A
 DK4644'DISTANCE OF 1.1 MI (1.8 KM) TO ITS INTERSECTION WITH FLORENCE AVENUE.
 DK4644'TURN RIGHT ONTO FLORENCE BOULEVARD AND GO WEST 1.0 MI (1.6 KM) TO ITS
 DK4644'INTERSECTION WITH THORNTON ROAD.  TURN LEFT ON THORNTON ROAD AND GO
 DK4644'SOUTH FOR 0.9 MI (1.4 KM) TO ITS INTERSECTION WITH PETERS ROAD.  TURN
 DK4644'RIGHT AND GO WEST ON PETERS ROAD 5.9 MI (9.5 KM) TO ITS INTERSECTION
 DK4644'WITH MIDWAY ROAD.  TURN LEFT AND GO SOUTH 4.8 MI (7.7 KM) SOUTH ON
 DK4644'MIDWAY ROAD TO THE INTERSECTION WITH THE SANTA ROSA CANAL.  TURN RIGHT
 DK4644'AND GO WESTERLY AND SOUTHERLY FOLLOWING THE SANTA ROSA CANAL ACCESS
 DK4644'ROAD ON WESTERLY SIDE OF CANAL 1.4 MI (2.3 KM) TO A GATE IN FENCE LINE
 DK4644'ON WEST EDGE OF ROADWAY.   TURN RIGHT AND GO WEST AND NORTHWEST ACROSS
 DK4644'BARREN FLAT 0.2 MI (0.3 KM) TO A POINT ON TOP OF LOW LYING RIDGELINE
 DK4644'RUNNING NORTHWEST AND SOUTHEAST TO POINT.  MARK IS A BRASS DISC IN
 DK4644'BEDROCK FLUSH WITH NATURAL GROUND MARKED CORPS OF ENGINEERS - U.S.
 DK4644'ARMY - BM 22 - YEAR 1970
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0271 ***********************************************************************
 FQ0271  DESIGNATION -  BM 25
 FQ0271  PID         -  FQ0271
 FQ0271  STATE/COUNTY-  AZ/COCONINO
 FQ0271  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0271
 FQ0271                         *CURRENT SURVEY CONTROL
 FQ0271  ___________________________________________________________________
 FQ0271* NAD 83(1986)-  35 28 20.     (N)    111 33 28.     (W)     SCALED    
 FQ0271* NAVD 88     -      1925.06   (+/-2cm)    6315.8    (feet)  VERTCON   
 FQ0271  ___________________________________________________________________
 FQ0271  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0271  VERT ORDER  -  ? (See Below)
 FQ0271
 FQ0271.The horizontal coordinates were scaled from a topographic map and have
 FQ0271.an estimated accuracy of +/- 6 seconds.
 FQ0271
 FQ0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0271.The vertical order pertains to the NGVD 29 superseded value.
 FQ0271
 FQ0271.The geoid height was determined by GEOID03.
 FQ0271
 FQ0271;                    North         East    Units  Estimated Accuracy
 FQ0271;SPC AZ C     -   496,020.      245,930.      MT  (+/- 180 meters Scaled)
 FQ0271
 FQ0271                          SUPERSEDED SURVEY CONTROL
 FQ0271
 FQ0271  NGVD 29 (??/??/92) 1924.141  (m)         6312.79   (f) ADJ UNCH    ?  
 FQ0271
 FQ0271.Superseded values are not recommended for survey control.
 FQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0271.See file dsdata.txt to determine how the superseded data were derived.
 FQ0271
 FQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE493255(NAD 83)
 FQ0271_MARKER: O = CHISELED CIRCLE
 FQ0271_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0271_SP_SET: UNSPEC. ROCK
 FQ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0271
 FQ0271  HISTORY     - Date     Condition        Report By
 FQ0271  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0271  HISTORY     - 1921     GOOD             NGS
 FQ0271
 FQ0271                          STATION DESCRIPTION
 FQ0271
 FQ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0271'16.4 MI N FROM TOWNSEND.
 FQ0271'16.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0271'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 3.2 MILES NORTH OF THE
 FQ0271'JUNCTION OF A ROAD LEADING TO DEADMAN RANGER STATION, EAST OF THE
 FQ0271'HIGHWAY, NEAR THE TOP OF A SMALL HILL, 12 FEET EAST OF THE CENTERLINE
 FQ0271'OF THE LEFT-HAND ONE OF TWO ABANDONED ROADS LEADING UP A SLOPE, AND IN
 FQ0271'A GROUP OF FIVE BLAZED TREES.  A POINT OF ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0347 ***********************************************************************
 FQ0347  DESIGNATION -  BM 26
 FQ0347  PID         -  FQ0347
 FQ0347  STATE/COUNTY-  AZ/COCONINO
 FQ0347  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0347
 FQ0347                         *CURRENT SURVEY CONTROL
 FQ0347  ___________________________________________________________________
 FQ0347* NAD 83(1986)-  35 30 24.     (N)    111 32 58.     (W)     SCALED    
 FQ0347* NAVD 88     -      1837.24   (+/-2cm)    6027.7    (feet)  VERTCON   
 FQ0347  ___________________________________________________________________
 FQ0347  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0347  VERT ORDER  -  ? (See Below)
 FQ0347
 FQ0347.The horizontal coordinates were scaled from a topographic map and have
 FQ0347.an estimated accuracy of +/- 6 seconds.
 FQ0347
 FQ0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0347.The vertical order pertains to the NGVD 29 superseded value.
 FQ0347
 FQ0347.The geoid height was determined by GEOID03.
 FQ0347
 FQ0347;                    North         East    Units  Estimated Accuracy
 FQ0347;SPC AZ C     -   499,840.      246,670.      MT  (+/- 180 meters Scaled)
 FQ0347
 FQ0347                          SUPERSEDED SURVEY CONTROL
 FQ0347
 FQ0347  NGVD 29 (??/??/92) 1836.339  (m)         6024.72   (f) ADJ UNCH    ?  
 FQ0347
 FQ0347.Superseded values are not recommended for survey control.
 FQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0347.See file dsdata.txt to determine how the superseded data were derived.
 FQ0347
 FQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE501293(NAD 83)
 FQ0347_MARKER: Z = SEE DESCRIPTION
 FQ0347_SETTING: 0 = UNSPECIFIED SETTING
 FQ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0347
 FQ0347  HISTORY     - Date     Condition        Report By
 FQ0347  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0347  HISTORY     - 1921     GOOD             NGS
 FQ0347
 FQ0347                          STATION DESCRIPTION
 FQ0347
 FQ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0347'19.2 MI N FROM TOWNSEND.
 FQ0347'19.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0347'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 2.3 MILES SOUTH OF THE
 FQ0347'BOUNDARY SIGN OF COCONINO NATIONAL FOREST, 44 FEET SOUTHWEST OF A SIGN
 FQ0347'TUBA CITY ROAD TANK 1/4 MI., 15 FEET WEST OF THE CENTERLINE OF THE
 FQ0347'HIGHWAY, AND 25 FEET NORTHWEST OF A BLAZED JUNIPER TREE.  NOTE--
 FQ0347'CHARACTER OF MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0349 ***********************************************************************
 FQ0349  DESIGNATION -  BM 27
 FQ0349  PID         -  FQ0349
 FQ0349  STATE/COUNTY-  AZ/COCONINO
 FQ0349  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0349
 FQ0349                         *CURRENT SURVEY CONTROL
 FQ0349  ___________________________________________________________________
 FQ0349* NAD 83(1986)-  35 31 18.     (N)    111 32 40.     (W)     SCALED    
 FQ0349* NAVD 88     -      1793.83   (+/-2cm)    5885.3    (feet)  VERTCON   
 FQ0349  ___________________________________________________________________
 FQ0349  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0349  VERT ORDER  -  ? (See Below)
 FQ0349
 FQ0349.The horizontal coordinates were scaled from a topographic map and have
 FQ0349.an estimated accuracy of +/- 6 seconds.
 FQ0349
 FQ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0349.The vertical order pertains to the NGVD 29 superseded value.
 FQ0349
 FQ0349.The geoid height was determined by GEOID03.
 FQ0349
 FQ0349;                    North         East    Units  Estimated Accuracy
 FQ0349;SPC AZ C     -   501,510.      247,120.      MT  (+/- 180 meters Scaled)
 FQ0349
 FQ0349                          SUPERSEDED SURVEY CONTROL
 FQ0349
 FQ0349  NGVD 29 (??/??/92) 1792.934  (m)         5882.32   (f) ADJ UNCH    ?  
 FQ0349
 FQ0349.Superseded values are not recommended for survey control.
 FQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0349.See file dsdata.txt to determine how the superseded data were derived.
 FQ0349
 FQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE506310(NAD 83)
 FQ0349_MARKER: Z = SEE DESCRIPTION
 FQ0349_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0349_SP_SET: UNSPEC. ROCK
 FQ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0349
 FQ0349  HISTORY     - Date     Condition        Report By
 FQ0349  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0349  HISTORY     - 1921     GOOD             NGS
 FQ0349
 FQ0349                          STATION DESCRIPTION
 FQ0349
 FQ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0349'20.2 MI N FROM TOWNSEND.
 FQ0349'20.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0349'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 1.2 MILES SOUTH OF THE
 FQ0349'BOUNDARY SIGN OF COCONINO NATIONAL FOREST, 10 FEET WEST OF THE
 FQ0349'CENTERLINE OF THE HIGHWAY, AND AT THE EAST FOOT OF A LARGE MOUND OF
 FQ0349'ROCKS.  (NOTE--  CHARACTER OF MARK UNKNOWN.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0350 ***********************************************************************
 FQ0350  DESIGNATION -  BM 28
 FQ0350  PID         -  FQ0350
 FQ0350  STATE/COUNTY-  AZ/COCONINO
 FQ0350  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0350
 FQ0350                         *CURRENT SURVEY CONTROL
 FQ0350  ___________________________________________________________________
 FQ0350* NAD 83(1986)-  35 32 24.     (N)    111 32 36.     (W)     SCALED    
 FQ0350* NAVD 88     -      1756.87   (+/-2cm)    5764.0    (feet)  VERTCON   
 FQ0350  ___________________________________________________________________
 FQ0350  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0350  VERT ORDER  -  ? (See Below)
 FQ0350
 FQ0350.The horizontal coordinates were scaled from a topographic map and have
 FQ0350.an estimated accuracy of +/- 6 seconds.
 FQ0350
 FQ0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0350.The vertical order pertains to the NGVD 29 superseded value.
 FQ0350
 FQ0350.The geoid height was determined by GEOID03.
 FQ0350
 FQ0350;                    North         East    Units  Estimated Accuracy
 FQ0350;SPC AZ C     -   503,540.      247,210.      MT  (+/- 180 meters Scaled)
 FQ0350
 FQ0350                          SUPERSEDED SURVEY CONTROL
 FQ0350
 FQ0350  NGVD 29 (??/??/92) 1755.970  (m)         5761.04   (f) ADJ UNCH    ?  
 FQ0350
 FQ0350.Superseded values are not recommended for survey control.
 FQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0350.See file dsdata.txt to determine how the superseded data were derived.
 FQ0350
 FQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE507330(NAD 83)
 FQ0350_MARKER: Z = SEE DESCRIPTION
 FQ0350_SETTING: 0 = UNSPECIFIED SETTING
 FQ0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0350
 FQ0350  HISTORY     - Date     Condition        Report By
 FQ0350  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0350  HISTORY     - 1921     GOOD             NGS
 FQ0350
 FQ0350                          STATION DESCRIPTION
 FQ0350
 FQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0350'21.4 MI N FROM TOWNSEND.
 FQ0350'21.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0350'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 38 FEET NORTH OF THE BOUNDARY
 FQ0350'SIGN OF COCONINO NATIONAL FOREST, 90 FEET SOUTH OF A BARBEDWIRE FENCE,
 FQ0350'AND 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE-- CHARACTER
 FQ0350'OF MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0353 ***********************************************************************
 FQ0353  DESIGNATION -  BM 29
 FQ0353  PID         -  FQ0353
 FQ0353  STATE/COUNTY-  AZ/COCONINO
 FQ0353  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0353
 FQ0353                         *CURRENT SURVEY CONTROL
 FQ0353  ___________________________________________________________________
 FQ0353* NAD 83(1986)-  35 34 53.     (N)    111 31 57.     (W)     SCALED    
 FQ0353* NAVD 88     -      1699.68   (+/-2cm)    5576.4    (feet)  VERTCON   
 FQ0353  ___________________________________________________________________
 FQ0353  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FQ0353  VERT ORDER  -  ? (See Below)
 FQ0353
 FQ0353.The horizontal coordinates were scaled from a topographic map and have
 FQ0353.an estimated accuracy of +/- 6 seconds.
 FQ0353
 FQ0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0353.The vertical order pertains to the NGVD 29 superseded value.
 FQ0353
 FQ0353.The geoid height was determined by GEOID03.
 FQ0353
 FQ0353;                    North         East    Units  Estimated Accuracy
 FQ0353;SPC AZ C     -   508,140.      248,180.      MT  (+/- 180 meters Scaled)
 FQ0353
 FQ0353                          SUPERSEDED SURVEY CONTROL
 FQ0353
 FQ0353  NGVD 29 (??/??/92) 1698.774  (m)         5573.39   (f) ADJ UNCH    ?  
 FQ0353
 FQ0353.Superseded values are not recommended for survey control.
 FQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0353.See file dsdata.txt to determine how the superseded data were derived.
 FQ0353
 FQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE517376(NAD 83)
 FQ0353_MARKER: Z = SEE DESCRIPTION
 FQ0353_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0353_SP_SET: ROCK OUTCROP
 FQ0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0353+STABILITY: POSITION/ELEVATION WELL
 FQ0353
 FQ0353  HISTORY     - Date     Condition        Report By
 FQ0353  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0353  HISTORY     - 1921     GOOD             NGS
 FQ0353  HISTORY     - 1987     GOOD             USPSQD
 FQ0353
 FQ0353                          STATION DESCRIPTION
 FQ0353
 FQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0353'23.25 MI S FROM CAMERON.
 FQ0353'23-1/4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0353'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 60 FEET WEST OF THE
 FQ0353'CENTERLINE OF THE HIGHWAY, AND IN AN OUTCROP OF ROCKS.  CHARACTER OF
 FQ0353'MARK UNKNOWN.
 FQ0353
 FQ0353                          STATION RECOVERY (1987)
 FQ0353
 FQ0353'RECOVERY NOTE BY US POWER SQUADRON 1987 (NKT)
 FQ0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0268 ***********************************************************************
 FQ0268  DESIGNATION -  BM 3
 FQ0268  PID         -  FQ0268
 FQ0268  STATE/COUNTY-  AZ/COCONINO
 FQ0268  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0268
 FQ0268                         *CURRENT SURVEY CONTROL
 FQ0268  ___________________________________________________________________
 FQ0268* NAD 83(1986)-  35 25 49.     (N)    111 34 13.     (W)     SCALED    
 FQ0268* NAVD 88     -      1977.84   (+/-2cm)    6489.0    (feet)  VERTCON   
 FQ0268  ___________________________________________________________________
 FQ0268  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0268  VERT ORDER  -  ? (See Below)
 FQ0268
 FQ0268.The horizontal coordinates were scaled from a topographic map and have
 FQ0268.an estimated accuracy of +/- 6 seconds.
 FQ0268
 FQ0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0268.The vertical order pertains to the NGVD 29 superseded value.
 FQ0268
 FQ0268.The geoid height was determined by GEOID03.
 FQ0268
 FQ0268;                    North         East    Units  Estimated Accuracy
 FQ0268;SPC AZ C     -   491,360.      244,810.      MT  (+/- 180 meters Scaled)
 FQ0268
 FQ0268                          SUPERSEDED SURVEY CONTROL
 FQ0268
 FQ0268  NGVD 29 (??/??/92) 1976.879  (m)         6485.81   (f) ADJ UNCH    ?  
 FQ0268
 FQ0268.Superseded values are not recommended for survey control.
 FQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0268.See file dsdata.txt to determine how the superseded data were derived.
 FQ0268
 FQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE482209(NAD 83)
 FQ0268_MARKER: Z = SEE DESCRIPTION
 FQ0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0268
 FQ0268  HISTORY     - Date     Condition        Report By
 FQ0268  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0268  HISTORY     - 1921     GOOD             NGS
 FQ0268
 FQ0268                          STATION DESCRIPTION
 FQ0268
 FQ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0268'13.5 MI N FROM TOWNSEND.
 FQ0268'13.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0268'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 0.3 MILE NORTH OF THE
 FQ0268'JUNCTION OF A ROAD LEADING TO DEADMAN RANGER STATION, AND 40 FEET WEST
 FQ0268'OF THE CENTERLINE OF THE HIGHWAY.  THE TOP OF A 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0357 ***********************************************************************
 FQ0357  DESIGNATION -  BM 31
 FQ0357  PID         -  FQ0357
 FQ0357  STATE/COUNTY-  AZ/COCONINO
 FQ0357  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0357
 FQ0357                         *CURRENT SURVEY CONTROL
 FQ0357  ___________________________________________________________________
 FQ0357* NAD 83(1986)-  35 39 24.     (N)    111 30 51.     (W)     SCALED    
 FQ0357* NAVD 88     -      1618.378  (meters)    5309.63   (feet)  POSTED    
 FQ0357  ___________________________________________________________________
 FQ0357  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FQ0357  DYNAMIC HT  -        1616.270 (meters)    5302.71  (feet)  COMP
 FQ0357  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 FQ0357
 FQ0357  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0357
 FQ0357.The horizontal coordinates were scaled from a topographic map and have
 FQ0357.an estimated accuracy of +/- 6 seconds.
 FQ0357
 FQ0357.The orthometric height was determined by differential leveling
 FQ0357.and adjusted by the  in 1992.
 FQ0357.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0357.was located on a no-check spur therefore a value was not computed.
 FQ0357.No vertical observational check was made to the station.
 FQ0357
 FQ0357.The geoid height was determined by GEOID03.
 FQ0357
 FQ0357.The dynamic height is computed by dividing the NAVD 88
 FQ0357.geopotential number by the normal gravity value computed on the
 FQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0357.degrees latitude (g = 980.6199 gals.).
 FQ0357
 FQ0357.The modeled gravity was interpolated from observed gravity values.
 FQ0357
 FQ0357;                    North         East    Units  Estimated Accuracy
 FQ0357;SPC AZ C     -   516,500.      249,800.      MT  (+/- 180 meters Scaled)
 FQ0357
 FQ0357                          SUPERSEDED SURVEY CONTROL
 FQ0357
 FQ0357  NGVD 29 (??/??/92) 1617.472  (m)         5306.66   (f) ADJ UNCH    1 2
 FQ0357
 FQ0357.Superseded values are not recommended for survey control.
 FQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0357.See file dsdata.txt to determine how the superseded data were derived.
 FQ0357
 FQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE534459(NAD 83)
 FQ0357_MARKER: Z = SEE DESCRIPTION
 FQ0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0357
 FQ0357  HISTORY     - Date     Condition        Report By
 FQ0357  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0357  HISTORY     - 1955     MARK NOT FOUND   NGS
 FQ0357
 FQ0357                          STATION DESCRIPTION
 FQ0357
 FQ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0357'17.9 MI S FROM CAMERON.
 FQ0357'NO DESCRIPTION AVAILABLE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0358 ***********************************************************************
 FQ0358  DESIGNATION -  BM 32
 FQ0358  PID         -  FQ0358
 FQ0358  STATE/COUNTY-  AZ/COCONINO
 FQ0358  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0358
 FQ0358                         *CURRENT SURVEY CONTROL
 FQ0358  ___________________________________________________________________
 FQ0358* NAD 83(1986)-  35 41 10.     (N)    111 30 21.     (W)     SCALED    
 FQ0358* NAVD 88     -      1584.67   (+/-2cm)    5199.0    (feet)  VERTCON   
 FQ0358  ___________________________________________________________________
 FQ0358  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0358  VERT ORDER  -  ? (See Below)
 FQ0358
 FQ0358.The horizontal coordinates were scaled from a topographic map and have
 FQ0358.an estimated accuracy of +/- 6 seconds.
 FQ0358
 FQ0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0358.The vertical order pertains to the NGVD 29 superseded value.
 FQ0358
 FQ0358.The geoid height was determined by GEOID03.
 FQ0358
 FQ0358;                    North         East    Units  Estimated Accuracy
 FQ0358;SPC AZ C     -   519,770.      250,550.      MT  (+/- 180 meters Scaled)
 FQ0358
 FQ0358                          SUPERSEDED SURVEY CONTROL
 FQ0358
 FQ0358  NGVD 29 (??/??/92) 1583.772  (m)         5196.09   (f) ADJ UNCH    ?  
 FQ0358
 FQ0358.Superseded values are not recommended for survey control.
 FQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0358.See file dsdata.txt to determine how the superseded data were derived.
 FQ0358
 FQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE542492(NAD 83)
 FQ0358_MARKER: Z = SEE DESCRIPTION
 FQ0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0358
 FQ0358  HISTORY     - Date     Condition        Report By
 FQ0358  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0358  HISTORY     - 1955     GOOD             NGS
 FQ0358  HISTORY     - 1987     POOR             USPSQD
 FQ0358
 FQ0358                          STATION DESCRIPTION
 FQ0358
 FQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0358'14.3 MI S FROM CAMERON.
 FQ0358'ABOUT 14.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 89 FROM THE NORTH END OF
 FQ0358'THE SUSPENSION BRIDGE AT CAMERON, 102 FEET NORTHWEST OF THE CENTERLINE
 FQ0358'OF THE HIGHWAY, 27 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 267 FEET
 FQ0358'SOUTHWEST OF A PIPE CULVERT, 0.3 MILE NORTHWEST OF A FENCE CORNER ON
 FQ0358'THE WEST SIDE OF HIGHWAY AND A STONE SIGN ON THE EAST SIDE OF HIGHWAY,
 FQ0358'AND 12 FEET NORTHEAST OF A TREE STUMP ON TOP OF A PILE OF LAVA ROCK.
 FQ0358
 FQ0358                          STATION RECOVERY (1987)
 FQ0358
 FQ0358'RECOVERY NOTE BY US POWER SQUADRON 1987 (NKT)
 FQ0358'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0158 ***********************************************************************
 FQ0158  DESIGNATION -  BM 34
 FQ0158  PID         -  FQ0158
 FQ0158  STATE/COUNTY-  AZ/COCONINO
 FQ0158  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0158
 FQ0158                         *CURRENT SURVEY CONTROL
 FQ0158  ___________________________________________________________________
 FQ0158* NAD 83(1986)-  35 48 28.     (N)    111 27 54.     (W)     SCALED    
 FQ0158* NAVD 88     -      1417.764  (meters)    4651.45   (feet)  POSTED    
 FQ0158  ___________________________________________________________________
 FQ0158  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FQ0158  DYNAMIC HT  -        1415.980 (meters)    4645.59  (feet)  COMP
 FQ0158  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 FQ0158
 FQ0158  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0158
 FQ0158.The horizontal coordinates were scaled from a topographic map and have
 FQ0158.an estimated accuracy of +/- 6 seconds.
 FQ0158
 FQ0158.The orthometric height was determined by differential leveling
 FQ0158.and adjusted by the  in 1992.
 FQ0158.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0158.was located on a no-check spur therefore a value was not computed.
 FQ0158.No vertical observational check was made to the station.
 FQ0158
 FQ0158.The geoid height was determined by GEOID03.
 FQ0158
 FQ0158.The dynamic height is computed by dividing the NAVD 88
 FQ0158.geopotential number by the normal gravity value computed on the
 FQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0158.degrees latitude (g = 980.6199 gals.).
 FQ0158
 FQ0158.The modeled gravity was interpolated from observed gravity values.
 FQ0158
 FQ0158;                    North         East    Units  Estimated Accuracy
 FQ0158;SPC AZ C     -   533,280.      254,180.      MT  (+/- 180 meters Scaled)
 FQ0158
 FQ0158                          SUPERSEDED SURVEY CONTROL
 FQ0158
 FQ0158  NGVD 29 (??/??/92) 1416.900  (m)         4648.61   (f) ADJ UNCH    1 2
 FQ0158
 FQ0158.Superseded values are not recommended for survey control.
 FQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0158.See file dsdata.txt to determine how the superseded data were derived.
 FQ0158
 FQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE579627(NAD 83)
 FQ0158_MARKER: S = SPIKE
 FQ0158_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0158_SP_SET: SANDSTONE ROCK
 FQ0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0158+STABILITY: POSITION/ELEVATION WELL
 FQ0158
 FQ0158  HISTORY     - Date     Condition        Report By
 FQ0158  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0158  HISTORY     - 1921     GOOD             NGS
 FQ0158
 FQ0158                          STATION DESCRIPTION
 FQ0158
 FQ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0158'5.9 MI S FROM CAMERON.
 FQ0158'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0158'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 4.0
 FQ0158'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  200 FEET WEST OF
 FQ0158'THE ROAD, IN A GROUP OF SANDSTONE ROCKS, AND IN A TREE WITH A GUARD
 FQ0158'STAKE AND BLAZE ON THE SOUTH SIDE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0269 ***********************************************************************
 FQ0269  DESIGNATION -  BM 4
 FQ0269  PID         -  FQ0269
 FQ0269  STATE/COUNTY-  AZ/COCONINO
 FQ0269  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0269
 FQ0269                         *CURRENT SURVEY CONTROL
 FQ0269  ___________________________________________________________________
 FQ0269* NAD 83(1986)-  35 27 57.     (N)    111 33 32.     (W)     SCALED    
 FQ0269* NAVD 88     -      1916.05   (+/-2cm)    6286.2    (feet)  VERTCON   
 FQ0269  ___________________________________________________________________
 FQ0269  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0269  VERT ORDER  -  ? (See Below)
 FQ0269
 FQ0269.The horizontal coordinates were scaled from a topographic map and have
 FQ0269.an estimated accuracy of +/- 6 seconds.
 FQ0269
 FQ0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0269.The vertical order pertains to the NGVD 29 superseded value.
 FQ0269
 FQ0269.The geoid height was determined by GEOID03.
 FQ0269
 FQ0269;                    North         East    Units  Estimated Accuracy
 FQ0269;SPC AZ C     -   495,310.      245,830.      MT  (+/- 180 meters Scaled)
 FQ0269
 FQ0269                          SUPERSEDED SURVEY CONTROL
 FQ0269
 FQ0269  NGVD 29 (??/??/92) 1915.126  (m)         6283.21   (f) ADJ UNCH    ?  
 FQ0269
 FQ0269.Superseded values are not recommended for survey control.
 FQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0269.See file dsdata.txt to determine how the superseded data were derived.
 FQ0269
 FQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE492248(NAD 83)
 FQ0269_MARKER: Z = SEE DESCRIPTION
 FQ0269_SETTING: 0 = UNSPECIFIED SETTING
 FQ0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0269
 FQ0269  HISTORY     - Date     Condition        Report By
 FQ0269  HISTORY     - UNK      MONUMENTED       SCECO
 FQ0269  HISTORY     - 1921     GOOD             NGS
 FQ0269
 FQ0269                          STATION DESCRIPTION
 FQ0269
 FQ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 FQ0269'15.9 MI N FROM TOWNSEND.
 FQ0269'15.9 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0269'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, AND AT TOWNSEND, COCONINO
 FQ0269'COUNTY, AND AT THE DOVETANK ROAD SIGN.  THE TOP OF A 1/2-INCH IRON
 FQ0269'PIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5788 ***********************************************************************
 DH5788  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5788  DESIGNATION -  BM 59
 DH5788  PID         -  DH5788
 DH5788  STATE/COUNTY-  AZ/COCONINO
 DH5788  USGS QUAD   -  SEDONA (1969)
 DH5788
 DH5788                         *CURRENT SURVEY CONTROL
 DH5788  ___________________________________________________________________
 DH5788* NAD 83(2007)-  34 49 58.01435(N)    111 46 11.85177(W)     ADJUSTED  
 DH5788* NAVD 88     -      1336.21   (meters)    4383.9    (feet)  GPS OBS   
 DH5788  ___________________________________________________________________
 DH5788  EPOCH DATE  -        2007.00
 DH5788  X           -  -1,944,203.167 (meters)                     COMP
 DH5788  Y           -  -4,868,255.804 (meters)                     COMP
 DH5788  Z           -   3,623,404.510 (meters)                     COMP
 DH5788  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 DH5788  ELLIP HEIGHT-        1311.701 (meters)          (02/10/07) ADJUSTED
 DH5788  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 DH5788
 DH5788  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5788  Type    PID    Designation                      North   East  Ellip
 DH5788  -------------------------------------------------------------------
 DH5788  NETWORK DH5788 BM 59                             0.80   0.67   2.23
 DH5788  -------------------------------------------------------------------
 DH5788
 DH5788.The horizontal coordinates were established by GPS observations
 DH5788.and adjusted by the National Geodetic Survey in February 2007.
 DH5788
 DH5788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5788.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5788.The horizontal coordinates are valid at the epoch date displayed above.
 DH5788.The epoch date for horizontal control is a decimal equivalence
 DH5788.of Year/Month/Day.
 DH5788
 DH5788.The orthometric height was determined by GPS observations and a
 DH5788.high-resolution geoid model.
 DH5788.The orthometric height was determined by GPS observations and a
 DH5788.high-resolution geoid model using precise GPS observation and
 DH5788.processing techniques.
 DH5788
 DH5788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5788
 DH5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5788
 DH5788.The ellipsoidal height was determined by GPS observations
 DH5788.and is referenced to NAD 83.
 DH5788
 DH5788.The geoid height was determined by GEOID03.
 DH5788
 DH5788;                    North         East     Units Scale Factor Converg.
 DH5788;SPC AZ C     -   425,034.853   226,778.542   MT  0.99990222   +0 05 01.7
 DH5788;SPC AZ C     - 1,394,471.30    744,024.09   iFT  0.99990222   +0 05 01.7
 DH5788;UTM  12      - 3,854,769.662   429,596.606   MT  0.99966109   -0 26 23.3
 DH5788
 DH5788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5788!SPC AZ C     -   0.99979414  x   0.99990222  =   0.99969638
 DH5788!UTM  12      -   0.99979414  x   0.99966109  =   0.99945530
 DH5788
 DH5788                          SUPERSEDED SURVEY CONTROL
 DH5788
 DH5788  NAD 83(1992)-  34 49 58.01382(N)    111 46 11.85139(W) AD(       ) A
 DH5788  ELLIP H (05/31/05) 1311.699  (m)                       GP(       ) 4 2
 DH5788
 DH5788.Superseded values are not recommended for survey control.
 DH5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5788.See file dsdata.txt to determine how the superseded data were derived.
 DH5788
 DH5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2959754770(NAD 83)
 DH5788_MARKER: DU = BOUNDARY MARKER
 DH5788_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DH5788_STAMPING: T17N R6E 1/4 S19/S30 1957 1984
 DH5788_MARK LOGO: BLM   
 DH5788_PROJECTION: PROJECTING 10 CENTIMETERS
 DH5788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5788+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5788
 DH5788  HISTORY     - Date     Condition        Report By
 DH5788  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5788
 DH5788                          STATION DESCRIPTION
 DH5788
 DH5788'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5788'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF SEDONA, AZ IN
 DH5788'COCONINO COUNTY.  APPROXIMATELY 25 KM (16 MILES) FROM COTTONWOOD, AZ,
 DH5788'31 KM (19 MILES) FROM CAMP VERDE, AZ, 44 KM (27 MILES) FLAGSTAFF, AZ.
 DH5788' 
 DH5788'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89A AND
 DH5788'STATE HIGHWAY 179 IN SEDONA, GO SOUTH ON 179 4.7 KM (2.9 MI) TO THE
 DH5788'INTERSECTION WITH CHAPEL ROAD ON THE LEFT (EAST). TURN LEFT (EAST)
 DH5788'ONTO CHAPEL RD. AND PROCEED 0.6 KM (0.4 MI) TO THE INTERSECTION OF
 DH5788'CATHEDRAL LANE.
 DH5788' 
 DH5788'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 DH5788'CHAPEL ROAD AND CATHEDRAL LANE.  IT IS APPROXIMATELY 2 M (7 FT) FROM
 DH5788'THE EDGE OF PAVEMENT, AND 2 M (7 FT) FROM A FIRE HYDRANT.  THE STATION
 DH5788'IS AN 8 CM (3.25 IN) BLM BRASS CAP ON A 5 CM (2 IN) DIAMETER STEEL
 DH5788'PIPE 10 CM (4 IN ) ABOVE GRADE.  THE STATION IS IN THE NORTH QURTER
 DH5788'CORNER OF SECTION 30, T17N, R6E AND IS BENCHMARK 59 FOR THE CITY OF
 DH5788'SEDONA.
 DH5788' 
 DH5788'DESCRIBED BY SHEPHARD-WESNITZER, DEC 2003 (MLD)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1526 ***********************************************************************
 CZ1526  DESIGNATION -  BM Y
 CZ1526  PID         -  CZ1526
 CZ1526  STATE/COUNTY-  AZ/PINAL
 CZ1526  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1526
 CZ1526                         *CURRENT SURVEY CONTROL
 CZ1526  ___________________________________________________________________
 CZ1526* NAD 83(1986)-  32 41 14.     (N)    111 27 16.     (W)     SCALED    
 CZ1526* NAVD 88     -       512.96   (+/-2cm)    1682.9    (feet)  VERTCON   
 CZ1526  ___________________________________________________________________
 CZ1526  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ1526  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1526
 CZ1526.The horizontal coordinates were scaled from a topographic map and have
 CZ1526.an estimated accuracy of +/- 6 seconds.
 CZ1526
 CZ1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1526.The vertical order pertains to the NGVD 29 superseded value.
 CZ1526
 CZ1526.The geoid height was determined by GEOID03.
 CZ1526
 CZ1526;                    North         East    Units  Estimated Accuracy
 CZ1526;SPC AZ C     -   187,160.      256,700.      MT  (+/- 180 meters Scaled)
 CZ1526
 CZ1526                          SUPERSEDED SURVEY CONTROL
 CZ1526
 CZ1526  NGVD 29 (??/??/92)  512.384  (m)         1681.05   (f) ADJ UNCH    1 2
 CZ1526
 CZ1526.Superseded values are not recommended for survey control.
 CZ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1526.See file dsdata.txt to determine how the superseded data were derived.
 CZ1526
 CZ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB573167(NAD 83)
 CZ1526_MARKER: DD = SURVEY DISK
 CZ1526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1526_SP_SET: HEADWALL
 CZ1526_STAMPING: BM Y
 CZ1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1526+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1526
 CZ1526  HISTORY     - Date     Condition        Report By
 CZ1526  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1526  HISTORY     - 1975     GOOD             AZDT
 CZ1526  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1526
 CZ1526                          STATION DESCRIPTION
 CZ1526
 CZ1526'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1526'2.85 MI SE FROM PICACHO.
 CZ1526'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1526'THE STATION ON THE RIGHT.  ALONG THE SOUTH R/W FENCE.  ON THE WEST
 CZ1526'CATTLE GUARD HEADWALL.  MARKED BY A P AND M SURVEY SIGN.  AN AHD BRASS
 CZ1526'CAP, SET IN THE TOP AND CENTER OF A CATTLE GUARD HEADWALL.
 CZ1526
 CZ1526                          STATION RECOVERY (2007)
 CZ1526
 CZ1526'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2138 ***********************************************************************
 DV2138  DESIGNATION -  BN 33
 DV2138  PID         -  DV2138
 DV2138  STATE/COUNTY-  AZ/MARICOPA
 DV2138  USGS QUAD   -  VALENCIA (1982)
 DV2138
 DV2138                         *CURRENT SURVEY CONTROL
 DV2138  ___________________________________________________________________
 DV2138* NAD 83(1992)-  33 26 58.83664(N)    112 36 01.74352(W)     ADJUSTED  
 DV2138* NAVD 88     -       458.6    (meters)    1505.     (feet)  VERTCON   
 DV2138  ___________________________________________________________________
 DV2138  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DV2138  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV2138  HORZ ORDER  -  FIRST
 DV2138
 DV2138.The horizontal coordinates were established by classical geodetic methods
 DV2138.and adjusted by the National Geodetic Survey in August 1993.
 DV2138
 DV2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2138
 DV2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2138
 DV2138.The geoid height was determined by GEOID03.
 DV2138
 DV2138;                    North         East     Units Scale Factor Converg.
 DV2138;SPC AZ C     -   271,828.640   149,786.943   MT  0.99994981   -0 22 37.0
 DV2138;SPC AZ C     -   891,826.25    491,426.98   iFT  0.99994981   -0 22 37.0
 DV2138;UTM  12      - 3,702,285.350   351,244.801   MT  0.99987281   -0 52 56.5
 DV2138
 DV2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2138!SPC AZ C     -   0.99993278  x   0.99994981  =   0.99988259
 DV2138!UTM  12      -   0.99993278  x   0.99987281  =   0.99980560
 DV2138
 DV2138|---------------------------------------------------------------------|
 DV2138| PID    Reference Object                     Distance      Geod. Az  |
 DV2138|                                                           dddmmss.s |
 DV2138| DV2137 LOS ANGELES PHOENIX AWY BCN 33        4.146 METERS 00154     |
 DV2138| CH4398 BN 33 RM 1                            8.641 METERS 05323     |
 DV2138| DV0908 BN 33 AZ MK                                        1542301.2 |
 DV2138| CH4399 BN 33 RM 2                           21.531 METERS 31525     |
 DV2138|---------------------------------------------------------------------|
 DV2138
 DV2138                          SUPERSEDED SURVEY CONTROL
 DV2138
 DV2138  NAD 83(1986)-  33 26 58.83075(N)    112 36 01.74853(W) AD(       ) 1
 DV2138  NAD 27      -  33 26 58.68800(N)    112 35 59.14800(W) AD(       ) 1
 DV2138  NGVD 29 (07/19/86)  458.0    (m)         1503.     (f) VERT ANG    3  
 DV2138
 DV2138.Superseded values are not recommended for survey control.
 DV2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2138.See file dsdata.txt to determine how the superseded data were derived.
 DV2138
 DV2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5124502285(NAD 83)
 DV2138_MARKER: DS = TRIANGULATION STATION DISK
 DV2138_SETTING: 66 = SET IN ROCK OUTCROP
 DV2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2138+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DV2138
 DV2138  HISTORY     - Date     Condition        Report By
 DV2138  HISTORY     - 1947     MONUMENTED       CGS
 DV2138  HISTORY     - 1956     GOOD             CGS
 DV2138  HISTORY     - 1956     MARK NOT FOUND   USGS
 DV2138  HISTORY     - 1962     GOOD             CGS
 DV2138  HISTORY     - 1968     GOOD             AMS
 DV2138  HISTORY     - 20061011 GOOD             GEOCAC
 DV2138
 DV2138                          STATION DESCRIPTION
 DV2138
 DV2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2138'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL AT THE
 DV2138'SOUTH END AND WEST SIDE OF THE WHITE TANK MOUNTAINS, ABOUT
 DV2138'12 MILES AIRLINE NORTHEAST OF HASSAYAMPA, ABOUT 8 MILES
 DV2138'AIRLINE WEST BY NORTH OF PERRYVILLE, ABOUT 1 MILE NORTHEAST OF
 DV2138'THE PHOENIX-SALOME ROAD THROUGH TONOPAH, 8 FEET SOUTHWEST
 DV2138'OF THE SOUTH LEG OF AIRWAY BEACON NUMBERED 33, STAMPED BN 33
 DV2138'1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DV2138'ON THE EAST BRIM OF HILL, SET FLUSH AND IS STAMPED BN 33 NO 1 1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DV2138'ABOUT 6 FEET EAST OF AND 2 FEET LOWER THAN TOP OF RIDGE, SET
 DV2138'FLUSH AND IS STAMPED BN 33 NO 2 1947.
 DV2138'
 DV2138'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE SOUTHWEST CORNER
 DV2138'OF A CONCRETE FOUNDATION OF AN OLD HOUSE, 17 PACES EAST OF A
 DV2138'NORTH-SOUTH ROAD, 50 FEET SOUTH OF A SMALL BRICK BUILDING,
 DV2138'PROJECTS APPROXIMATELY 4 INCHES AND IS STAMPED BN 33 1947.
 DV2138'
 DV2138'TO REACH FROM PERRYVILLE.  TAKE THE ROAD WEST AND CONTINUE
 DV2138'DUE WEST FOR 7.65 MILES TO A CROSS ROAD ABOUT 0.2 MILE AFTER
 DV2138'PASSING UNDER DOUBLE POLE TRANSMISSION, A FRAME BUILDING IS
 DV2138'LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION.  TURN RIGHT
 DV2138'(N) ON TRACK ROAD AND GO 1.3 MILES TO THE AIRWAY BUILDING
 DV2138'HOUSING THE MOTOR-DRIVEN GENERATOR UNITS.  A TRUCK CAN BE
 DV2138'DRIVEN ABOUT 150 YARDS BEYOND TO THE FOOT OF TRAIL LEADING
 DV2138'TO SUMMIT OF HILL, BEACON AND STATION SITE.  A 10 MINUTE PACK.
 DV2138'
 DV2138'THE AZIMUTH IS REACHED FROM THE CROSSROAD MENTIONED IN DESCRIPTION
 DV2138'BY TURNING LEFT (S) FOR 0.2 MILE TO A DRIVEWAY AND AZIMUTH AS
 DV2138'DESCRIBED ABOVE.
 DV2138
 DV2138                          STATION RECOVERY (1956)
 DV2138
 DV2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV2138'THE STATION AND MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DV2138'
 DV2138'FOLLOWING IS A NEW DESCRIPTION--
 DV2138'
 DV2138'THE STATION IS LOCATED ON A SMALL HILL WHICH IS ABOUT 5 MILES
 DV2138'NORTH OF BUCKEYE AND ON THE HIGHEST HILL IN THE VICINITY.
 DV2138'THE STATION MARK IS SET 11.8 FEET SOUTHEAST OF THE SOUTHWEST
 DV2138'LEG OF A AIR BEACON TOWER, 9 FEET NORTHEAST OF THE HIGHEST
 DV2138'POINT OF THE HILL, 8.5 FEET SOUTH OF THE SOUTHEAST LEG OF A
 DV2138'AIR BEACON TOWER, 3 FEET LOWER THAN THE HIGHEST POINT OF THE
 DV2138'HILL, 2 INCHES BELOW THE SURFACE.
 DV2138'IT IS STAMPED BN 33 1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 1 IS SET NEAR THE EAST EDGE OF THE HILL,
 DV2138'4 FEET LOWER THAN THE STATION.
 DV2138'IT IS STAMPED BN 33 NO 1 1947.
 DV2138'
 DV2138'REFERENCE MARK NO. 2 IS SET ON A SMALL RIDGE NORTHWEST OF STATION,
 DV2138'6 FEET LOWER THAN THE STATION.
 DV2138'IT IS STAMPED BN 33 NO 2 1947.
 DV2138'
 DV2138'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER
 DV2138'OF A CONCRETE SLAB, 76 FEET SOUTH OF A YELLOW BRICK BUILDING,
 DV2138'69 FEET EAST OF A GRAVEL ROAD AND IS A STANDARD DISK.  IT
 DV2138'IS STAMPED BN 33 1947.
 DV2138'
 DV2138'TO REACH FROM THE BUCKEYE CITY AND COUNTY BUILDING IN BUCKEYE
 DV2138'GO WEST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO NORTH 1ST STREET,
 DV2138'TURN NORTH ON NORTH 1ST STREET GO FOR 0.5 MILE TO RAILROAD
 DV2138'TRACKS, THENCE CONTINUE NORTH ON MILLER ROAD FOR 3.8 TO CROSSROADS
 DV2138'(THIS IS 0.2 MILE PAST THE AZIMUTH MARK ON THE EAST SIDE OF
 DV2138'GRAVEL ROAD AS DESCRIBED), CONTINUE STRAIGHT AHEAD FOR 0.7
 DV2138'MILE TO SIDE ROAD LEFT, TURN LEFT ON SIDE ROAD AND GO FOR
 DV2138'0.4 MILE TO A RED AND WHITE GENERATOR HOUSE, CONTINUE ON A
 DV2138'BLADED ROAD FOR 0.1 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 DV2138'PACK UP A TRAIL TO AIR BEACON TOWER AND STATION AS
 DV2138'DESCRIBED.  IT IS A 20 MINUTE PACK.
 DV2138
 DV2138                          STATION RECOVERY (1956)
 DV2138
 DV2138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV2138'STATION HAS PROBABLY BEEN DESTROYED BY CONSTRUCTION OF A NEW
 DV2138'TOWER.
 DV2138'
 DV2138'BOTH REFERENCE MARKS ARE STILL IN PLACE.
 DV2138
 DV2138                          STATION RECOVERY (1962)
 DV2138
 DV2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2138'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION
 DV2138'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DV2138'AND DIRECTION TO ALL MARKS WERE CHECKED AND FOUND TO BE
 DV2138'CORRECT.  A NEW TO REACH THE STATION FOLLOWS.
 DV2138'
 DV2138'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK ON THE MAIN
 DV2138'STREET IN BUCKEYE, GO WEST FOR 0.25 MILE, TURN RIGHT, GO NORTH
 DV2138'ON FIRST STREET FOR 0.65 MILE TO CROSSROAD JUST AFTER CROSSING
 DV2138'THE RAILROAD TRACKS, CONTINUE NORTH ON MILLER ROAD FOR 3.75
 DV2138'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR
 DV2138'0.2 MILE TO CROSSROAD AND AN ELECTRICAL SUB STATION IN THE
 DV2138'NORTHWEST ANGLE, CONTINUE NORTH ON A GRAVEL ROAD FOR 0.65
 DV2138'MILE TO TRACK ROAD LEFT, TURN LEFT, FOLLOW TRACK ROAD
 DV2138'NORTHWESTERLY FOR 0.45 MILE TO GENERATOR BUILDING, CONTINUE
 DV2138'NORTHWEST FOR 0.1 MILE TO END OF TRUCK TRAVEL.  FROM THIS
 DV2138'POINT PACK WEST AND NORTHWEST ON TRAIL TO TOP OF HILL AND THE
 DV2138'STATION JUST SOUTH OF THE AIRWAY BEACON.
 DV2138'
 DV2138'STATION MARK, R.M. NO. 1 AND R.M. NO. 2 ARE AS DESCRIBED IN
 DV2138'THE 1947 DESCRIPTION.
 DV2138'
 DV2138'AZIMUTH MARK IS 84 FEET EAST OF CENTER OF ROAD, 97 FEET
 DV2138'WEST-SOUTHWEST OF A SMALL CONCRETE BLOCK BUILDING AND 2.3 FEET
 DV2138'EAST OF WITNESS POST.
 DV2138'
 DV2138'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DV2138
 DV2138                          STATION RECOVERY (1968)
 DV2138
 DV2138'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (PLP)
 DV2138'STA. RECOVERED IN GOOD CONDITION
 DV2138'
 DV2138'R.M.S ALSO RECOVERED THIS MK USED ONLY AS A AZ. CHECK.
 DV2138
 DV2138                          STATION RECOVERY (2006)
 DV2138
 DV2138'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0908 ***********************************************************************
 DV0908  DESIGNATION -  BN 33 AZ MK
 DV0908  PID         -  DV0908
 DV0908  STATE/COUNTY-  AZ/MARICOPA
 DV0908  USGS QUAD   -  VALENCIA (1982)
 DV0908
 DV0908                         *CURRENT SURVEY CONTROL
 DV0908  ___________________________________________________________________
 DV0908* NAD 83(1986)-  33 25 57.     (N)    112 35 28.     (W)     SCALED    
 DV0908* NAVD 88     -       328.63   (+/-2cm)    1078.2    (feet)  VERTCON   
 DV0908  ___________________________________________________________________
 DV0908  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DV0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0908
 DV0908.The horizontal coordinates were scaled from a topographic map and have
 DV0908.an estimated accuracy of +/- 6 seconds.
 DV0908
 DV0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0908.The vertical order pertains to the NGVD 29 superseded value.
 DV0908
 DV0908.The geoid height was determined by GEOID03.
 DV0908
 DV0908;                    North         East    Units  Estimated Accuracy
 DV0908;SPC AZ C     -   269,920.      150,650.      MT  (+/- 180 meters Scaled)
 DV0908
 DV0908                          SUPERSEDED SURVEY CONTROL
 DV0908
 DV0908  NGVD 29 (??/??/92)  327.988  (m)         1076.07   (f) ADJ UNCH    2 0
 DV0908
 DV0908.Superseded values are not recommended for survey control.
 DV0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0908.See file dsdata.txt to determine how the superseded data were derived.
 DV0908
 DV0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC520003(NAD 83)
 DV0908_MARKER: DZ = AZIMUTH MARK DISK
 DV0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0908_SP_SET: PLATFORM
 DV0908_STAMPING: BN 33 1947
 DV0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0908+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DV0908
 DV0908  HISTORY     - Date     Condition        Report By
 DV0908  HISTORY     - 1947     MONUMENTED       CGS
 DV0908  HISTORY     - 1962     GOOD             NGS
 DV0908  HISTORY     - 20061011 GOOD             GEOCAC
 DV0908
 DV0908                          STATION DESCRIPTION
 DV0908
 DV0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0908'4.55 MI NW FROM BUCKEYE.
 DV0908'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0908'BUCKEYE, THENCE 4.35 MILES NORTH ALONG MILLER ROAD, ABOUT 0.15 MILE
 DV0908'SOUTH OF THE JUNCTION OF AN EAST-WEST ROAD, (TONOPAH ROAD), SET IN TOP
 DV0908'OF A CONCRETE PLATFORM, AND AT THE SOUTHWEST CORNER, 84 FEET EAST OF
 DV0908'THE CENTER OF MILLER ROAD, 97.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 DV0908'CORNER OF A SMALL CONCRETE BLOCK BUILDING, 2.4 FEET EAST OF A METAL
 DV0908'WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF MILLER ROAD.
 DV0908
 DV0908                          STATION RECOVERY (2006)
 DV0908
 DV0908'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0908'THE MARK IS EAST OF MILLER ROAD, AND NORTH OF YUMA ROAD. ABOUT 84 FEET
 DV0908'EAST OF THE CENTER OF MILLER ROAD AND 35 FEET NORTH OF THE CENTER OF
 DV0908'YUMA ROAD, ABOUT THREE FEET ABOVE THE LEVEL OF YUMA ROAD AND ABOUT 100
 DV0908'FEET NORTH OF A CONCRETE BLOCK BUILDING THAT IS ON THE SOUTHWEST
 DV0908'CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1914 ***********************************************************************
 CZ1914  DESIGNATION -  BOG
 CZ1914  PID         -  CZ1914
 CZ1914  STATE/COUNTY-  AZ/PINAL
 CZ1914  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1914
 CZ1914                         *CURRENT SURVEY CONTROL
 CZ1914  ___________________________________________________________________
 CZ1914* NAD 83(1992)-  32 44 43.59727(N)    111 07 26.19538(W)     ADJUSTED  
 CZ1914* NAVD 88     -       834.6    (meters)    2738.     (feet)  VERTCON   
 CZ1914  ___________________________________________________________________
 CZ1914  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 CZ1914  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CZ1914  HORZ ORDER  -  SECOND
 CZ1914
 CZ1914.The horizontal coordinates were established by classical geodetic methods
 CZ1914.and adjusted by the National Geodetic Survey in August 1993.
 CZ1914
 CZ1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1914
 CZ1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1914
 CZ1914.The geoid height was determined by GEOID03.
 CZ1914
 CZ1914;                    North         East     Units Scale Factor Converg.
 CZ1914;SPC AZ C     -   193,801.501   287,648.125   MT  0.99996803   +0 25 43.7
 CZ1914;SPC AZ C     -   635,831.70    943,727.44   iFT  0.99996803   +0 25 43.7
 CZ1914;UTM  12      - 3,623,074.175   488,388.609   MT  0.99960166   -0 04 01.4
 CZ1914
 CZ1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1914!SPC AZ C     -   0.99987350  x   0.99996803  =   0.99984154
 CZ1914!UTM  12      -   0.99987350  x   0.99960166  =   0.99947521
 CZ1914
 CZ1914|---------------------------------------------------------------------|
 CZ1914| PID    Reference Object                     Distance      Geod. Az  |
 CZ1914|                                                           dddmmss.s |
 CZ1914| CH4401 BOG RM 1                             20.888 METERS 20852     |
 CZ1914| CZ1925 NORTH HILL                          APPROX. 2.1 KM 2763943.3 |
 CZ1914| CH4402 BOG RM 2                             21.094 METERS 28316     |
 CZ1914|---------------------------------------------------------------------|
 CZ1914
 CZ1914                          SUPERSEDED SURVEY CONTROL
 CZ1914
 CZ1914  NAD 83(1986)-  32 44 43.59097(N)    111 07 26.19308(W) AD(       ) 2
 CZ1914  NAD 27      -  32 44 43.33560(N)    111 07 23.78970(W) AD(       ) 2
 CZ1914  NGVD 29 (07/19/86)  834.0    (m)         2736.     (f) VERT ANG    3  
 CZ1914
 CZ1914.Superseded values are not recommended for survey control.
 CZ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1914.See file dsdata.txt to determine how the superseded data were derived.
 CZ1914
 CZ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8838923074(NAD 83)
 CZ1914_MARKER: DS = TRIANGULATION STATION DISK
 CZ1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1914+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ1914
 CZ1914  HISTORY     - Date     Condition        Report By
 CZ1914  HISTORY     - 1962     MONUMENTED       CGS
 CZ1914  HISTORY     - 1968     GOOD             AMS
 CZ1914  HISTORY     - 20071214 GOOD             GEOCAC
 CZ1914
 CZ1914                          STATION DESCRIPTION
 CZ1914
 CZ1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1914'THE STATION IS LOCATED ABOUT 36 MILES NORTH-NORTHWEST OF
 CZ1914'TUCSON AND 18 MILES NORTHWEST OF ORACLE JUNCTION, IN DESERT
 CZ1914'RANGE AREA.
 CZ1914'
 CZ1914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CZ1914'80 AND 89 AND STATE HIGHWAY 77 AT ORACLE JUNCTION, GO NORTHWEST
 CZ1914'ON U.S. HIGHWAYS 80 AND 89 FOR 18.3 MILES TO A SIDE ROAD
 CZ1914'RIGHT.  TURN RIGHT AND GO EAST ON AN OILED ROAD FOR 0.45
 CZ1914'MILE TO A DIM CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ON A
 CZ1914'GRADED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 CZ1914'DESCRIBED.
 CZ1914'
 CZ1914'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CZ1914'12-INCH CONCRETE MONUMENT, WHICH PROJECTS 8 INCHES AND IS
 CZ1914'STAMPED BOG 1962.  IT IS 43 FEET WEST OF THE CENTER OF A
 CZ1914'GRADED ROAD AND 2.2 FEET WEST OF A METAL WITNESS POST.
 CZ1914'
 CZ1914'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1914'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 12 INCHES AND IS
 CZ1914'STAMPED BOG NO 1 1962.  IT IS 41 FEET WEST OF THE CENTER OF
 CZ1914'A GRADED ROAD.
 CZ1914'
 CZ1914'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1914'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 6 INCHES AND IS
 CZ1914'STAMPED BOG NO 2 1962.  IT IS 84 FEET WEST OF THE CENTER OF
 CZ1914'A GRADED ROAD AND 71.5 FEET WEST OF A METAL WITNESS POST.
 CZ1914'
 CZ1914'TRIGUULATION STATION NORTH HILL 1936 WAS USED FOR THE AZIMUTH
 CZ1914'MARK SEE DESCRIPTION THERE-OF.
 CZ1914
 CZ1914                          STATION RECOVERY (1968)
 CZ1914
 CZ1914'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RCC)
 CZ1914'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 CZ1914
 CZ1914                          STATION RECOVERY (2007)
 CZ1914
 CZ1914'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1914'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1914'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 CZ1914'U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79, AND THERE IS NO
 CZ1914'GRADED ROAD IN THE AREA.
 CZ1914' 
 CZ1914'UPDATED TO REACH DESCRIPTION FOLLOWS - THE OILED ROAD IS A DIRT TRACK
 CZ1914'ROAD WHICH QUICKLY ENDS AT A BARBED WIRE FENCE AND GATE. PARK AND PACK
 CZ1914'NORTH THROUGH THE GATE FOR 0.2 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1913 ***********************************************************************
 CZ1913  DESIGNATION -  BOGARD
 CZ1913  PID         -  CZ1913
 CZ1913  STATE/COUNTY-  AZ/PINAL
 CZ1913  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1913
 CZ1913                         *CURRENT SURVEY CONTROL
 CZ1913  ___________________________________________________________________
 CZ1913* NAD 83(1992)-  32 44 44.74326(N)    111 07 03.44823(W)     ADJUSTED  
 CZ1913* NAVD 88     -       844.6    (meters)    2771.     (feet)  VERTCON   
 CZ1913  ___________________________________________________________________
 CZ1913  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 CZ1913  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CZ1913  HORZ ORDER  -  SECOND
 CZ1913
 CZ1913.The horizontal coordinates were established by classical geodetic methods
 CZ1913.and adjusted by the National Geodetic Survey in August 1993.
 CZ1913
 CZ1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1913
 CZ1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1913
 CZ1913.The geoid height was determined by GEOID03.
 CZ1913
 CZ1913;                    North         East     Units Scale Factor Converg.
 CZ1913;SPC AZ C     -   193,841.251   288,240.011   MT  0.99996912   +0 25 56.0
 CZ1913;SPC AZ C     -   635,962.11    945,669.33   iFT  0.99996912   +0 25 56.0
 CZ1913;UTM  12      - 3,623,108.789   488,980.600   MT  0.99960150   -0 03 49.0
 CZ1913
 CZ1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1913!SPC AZ C     -   0.99987193  x   0.99996912  =   0.99984105
 CZ1913!UTM  12      -   0.99987193  x   0.99960150  =   0.99947348
 CZ1913
 CZ1913:                Primary Azimuth Mark                     Grid Az
 CZ1913:SPC AZ C     -  34 4 6 60                                028 05 35.5
 CZ1913:UTM  12      -  34 4 6 60                                028 35 20.5
 CZ1913
 CZ1913|---------------------------------------------------------------------|
 CZ1913| PID    Reference Object                     Distance      Geod. Az  |
 CZ1913|                                                           dddmmss.s |
 CZ1913| CH4646 34 4 6 60                                          0283131.5 |
 CZ1913| CH4403 BOGARD RM 1                          17.763 METERS 07556     |
 CZ1913| CH4404 BOGARD RM 2                          21.011 METERS 35020     |
 CZ1913|---------------------------------------------------------------------|
 CZ1913
 CZ1913                          SUPERSEDED SURVEY CONTROL
 CZ1913
 CZ1913  NAD 83(1986)-  32 44 44.73701(N)    111 07 03.44596(W) AD(       ) 2
 CZ1913  NAD 27      -  32 44 44.48180(N)    111 07 01.04250(W) AD(       ) 2
 CZ1913  NGVD 29 (07/19/86)  844.0    (m)         2769.     (f) VERT ANG    3  
 CZ1913
 CZ1913.Superseded values are not recommended for survey control.
 CZ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1913.See file dsdata.txt to determine how the superseded data were derived.
 CZ1913
 CZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8898123109(NAD 83)
 CZ1913_MARKER: DS = TRIANGULATION STATION DISK
 CZ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1913+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ1913
 CZ1913  HISTORY     - Date     Condition        Report By
 CZ1913  HISTORY     - 1962     MONUMENTED       CGS
 CZ1913  HISTORY     - 20071214 GOOD             GEOCAC
 CZ1913
 CZ1913                          STATION DESCRIPTION
 CZ1913
 CZ1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1913'THE STATION IS LOCATED 36 MILES NORTH-NORTHWEST OF TUCSON,
 CZ1913'ABOUT 17 MILES NORTHWEST OF ORACLE JUNCTION, IN DESERT RANGE
 CZ1913'AREA.
 CZ1913'
 CZ1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CZ1913'AND 89 AND STATE HIGHWAY 77 AT ORACLE JUNCTION GO NORTHWEST
 CZ1913'ON U.S. HIGHWAYS 80 AND 89 FOR 18.3 MILES TO A SIDE ROAD
 CZ1913'RIGHT.  TURN RIGHT AND GO EASTERLY ALONG AN OILED ROAD FOR
 CZ1913'0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ALONG
 CZ1913'A GRADED ROAD FOR 0.15 MILE TO A T ROAD.  TURN LEFT AND GO
 CZ1913'EAST ON A TRACK ROAD FOR 0.4 MILE TO A FORK.  TAKE RIGHT
 CZ1913'FORK AND GO 0.1 MILE TO AN ABANDONED CONCRETE BUILDING ON
 CZ1913'THE LEFT.  TURN LEFT AND FOLLOW A DIM TRACK ROAD NORTHERLY
 CZ1913'0.1 MILE TO THE STATION AS DESCRIBED.
 CZ1913'
 CZ1913'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR
 CZ1913'0.1 MILE TO A SOUTHEAST FENCE CORNER, THENCE NORTHEAST 0.1
 CZ1913'MILE TO THE AZIMUTH MARK AS DESCRIBED.
 CZ1913'
 CZ1913'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CZ1913'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 CZ1913'STAMPED BOGARD 1962.  IT IS 2.2 FEET EAST OF A METAL WITNESS
 CZ1913'POST.
 CZ1913'
 CZ1913'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1913'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 CZ1913'STAMPED BOGARD NO 1 1962.  IT IS 60.2 FEET NORTHEAST OF A
 CZ1913'METAL WITNESS POST.
 CZ1913'
 CZ1913'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CZ1913'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 CZ1913'STAMPED BOGARD NO 2 1962.  IT IS 68.1 FEET NORTH-NORTHWEST
 CZ1913'OF A METAL WITNESS POST.
 CZ1913'
 CZ1913'A U.S. CORPS OF ENGINEERS MARK WAS USED FOR AN AZIMUTH MARK.
 CZ1913'IT IS A BRONZE DISK SET IN THE TOP OF AN 8-INCH CONCRETE
 CZ1913'CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED 34-4 6-60.
 CZ1913'IT IS 59.5 FEET SOUTH OF A BOUNDRY FENCE, 2.4 FEET EAST OF A
 CZ1913'4X4 WHITE WITNESS POST.
 CZ1913
 CZ1913                          STATION RECOVERY (2007)
 CZ1913
 CZ1913'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1913'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1913'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 CZ1913'U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79. THE AZIMUTH MARK
 CZ1913'WAS NOT SEARCHED FOR.
 CZ1913' 
 CZ1913'UPDATED TO REACH DESCRIPTION FOLLOWS - THE OILED ROAD IS A DIRT TRACK
 CZ1913'ROAD WHICH QUICKLY ENDS AT A BARBED WIRE FENCE AND GATE. PARK AND PACK
 CZ1913'NORTHEAST THROUGH THE GATE FOR 0.5 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2151 ***********************************************************************
 DV2151  DESIGNATION -  BOLLINGER
 DV2151  PID         -  DV2151
 DV2151  STATE/COUNTY-  AZ/MARICOPA
 DV2151  USGS QUAD   -  COTTON CENTER NW (1973)
 DV2151
 DV2151                         *CURRENT SURVEY CONTROL
 DV2151  ___________________________________________________________________
 DV2151* NAD 83(1992)-  33 10 21.11181(N)    112 38 54.92095(W)     ADJUSTED  
 DV2151* NAVD 88     -       329.0    (meters)    1079.     (feet)  VERTCON   
 DV2151  ___________________________________________________________________
 DV2151  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DV2151  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV2151  HORZ ORDER  -  SECOND
 DV2151
 DV2151.The horizontal coordinates were established by classical geodetic methods
 DV2151.and adjusted by the National Geodetic Survey in August 1993.
 DV2151
 DV2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2151
 DV2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2151
 DV2151.The geoid height was determined by GEOID03.
 DV2151
 DV2151;                    North         East     Units Scale Factor Converg.
 DV2151;SPC AZ C     -   241,122.927   145,099.004   MT  0.99995743   -0 24 01.8
 DV2151;SPC AZ C     -   791,085.72    476,046.60   iFT  0.99995743   -0 24 01.8
 DV2151;UTM  12      - 3,671,624.219   346,287.528   MT  0.99989132   -0 54 08.0
 DV2151
 DV2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2151!SPC AZ C     -   0.99995322  x   0.99995743  =   0.99991065
 DV2151!UTM  12      -   0.99995322  x   0.99989132  =   0.99984454
 DV2151
 DV2151|---------------------------------------------------------------------|
 DV2151| PID    Reference Object                     Distance      Geod. Az  |
 DV2151|                                                           dddmmss.s |
 DV2151| CH4405 BOLLINGER RM 1                        9.297 METERS 06434     |
 DV2151| CH4406 BOLLINGER RM 2                        3.255 METERS 26309     |
 DV2151| DV2153 80 138 0                            APPROX. 2.0 KM 3551137.4 |
 DV2151|---------------------------------------------------------------------|
 DV2151
 DV2151                          SUPERSEDED SURVEY CONTROL
 DV2151
 DV2151  NAD 83(1986)-  33 10 21.10530(N)    112 38 54.92541(W) AD(       ) 2
 DV2151  NAD 27      -  33 10 20.95314(N)    112 38 52.32962(W) AD(       ) 2
 DV2151  NGVD 29 (07/19/86)  328.4    (m)         1077.     (f) VERT ANG    3  
 DV2151
 DV2151.Superseded values are not recommended for survey control.
 DV2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2151.See file dsdata.txt to determine how the superseded data were derived.
 DV2151
 DV2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4628871624(NAD 83)
 DV2151_MARKER: DD = SURVEY DISK
 DV2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2151+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV2151
 DV2151  HISTORY     - Date     Condition        Report By
 DV2151  HISTORY     - 1974     MONUMENTED       AZDT
 DV2151  HISTORY     - 20070417 GOOD             GEOCAC
 DV2151
 DV2151                          STATION DESCRIPTION
 DV2151
 DV2151'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2151'THE STATION IS LOCATED ABOUT 17-1/4 MILES NORTH OF GILA BEND, 16
 DV2151'1/2 MILES SOUTH OF BUCKEYE ALONG THE EAST SIDE OF U.S. 80.  STATION
 DV2151'IS ON A GRANITE RIDGE ABOUT 375 FEET EAST OF EAST RIGHT-OF-WAY
 DV2151'FENCE LINE.
 DV2151'
 DV2151'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, BOLLINGER
 DV2151'P AND M, GS, 1974.  IT IS SET IN A 12 INCH CONCRETE MONUMENT
 DV2151'FLUSH WITH THE GROUND AND IS 3.5 FEET WEST OF WITNESS POST.
 DV2151'
 DV2151'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED,
 DV2151'BOLLINGER RM 1 1974.  IT IS EPOXIED IN A DRILL HOLE IN BEDROCK
 DV2151'WHICH IS ABOUT 4 FEET HIGHER THAN STATION.
 DV2151'
 DV2151'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, BOLLINGER
 DV2151'RM 2 1974.  IT IS EPOXIED IN A DRILL HOLE IN BEDROCK AND ABOUT
 DV2151'LEVEL WITH STATION.
 DV2151'
 DV2151'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND, GO
 DV2151'NORTH ALONG U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2151'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 12.9 MILES
 DV2151'TO WOODS ROAD ON THE LEFT, CONTINUE NORTH 3 MILES TO TRUCK
 DV2151'PULLOUT ON THE EAST SIDE OF HIGHWAY AND CONTINUE TO END OF
 DV2151'TRUCK TRAVEL.  A 15 MINUTE PACK UP RIDGE TO STATION.
 DV2151'
 DV2151'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2151
 DV2151                          STATION RECOVERY (2007)
 DV2151
 DV2151'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0868 ***********************************************************************
 ET0868  DESIGNATION -  BOLT
 ET0868  PID         -  ET0868
 ET0868  STATE/COUNTY-  AZ/YAVAPAI
 ET0868  USGS QUAD   -  HUMBOLDT (1973)
 ET0868
 ET0868                         *CURRENT SURVEY CONTROL
 ET0868  ___________________________________________________________________
 ET0868* NAD 83(1992)-  34 30 40.60031(N)    112 14 24.05168(W)     ADJUSTED  
 ET0868* NAVD 88     -      1405.31   (+/-2cm)    4610.6    (feet)  VERTCON   
 ET0868  ___________________________________________________________________
 ET0868  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 ET0868  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ET0868  HORZ ORDER  -  SECOND
 ET0868  VERT ORDER  -  THIRD ? (See Below)
 ET0868
 ET0868.The horizontal coordinates were established by classical geodetic methods
 ET0868.and adjusted by the National Geodetic Survey in August 1993.
 ET0868
 ET0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0868.The vertical order pertains to the NGVD 29 superseded value.
 ET0868
 ET0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0868
 ET0868.The geoid height was determined by GEOID03.
 ET0868
 ET0868;                    North         East     Units Scale Factor Converg.
 ET0868;SPC AZ C     -   389,410.170   183,670.666   MT  0.99991086   -0 10 59.5
 ET0868;SPC AZ C     - 1,277,592.42    602,594.05   iFT  0.99991086   -0 10 59.5
 ET0868;UTM  12      - 3,819,545.738   386,174.782   MT  0.99975970   -0 42 09.5
 ET0868
 ET0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0868!SPC AZ C     -   0.99978356  x   0.99991086  =   0.99969444
 ET0868!UTM  12      -   0.99978356  x   0.99975970  =   0.99954331
 ET0868
 ET0868|---------------------------------------------------------------------|
 ET0868| PID    Reference Object                     Distance      Geod. Az  |
 ET0868|                                                           dddmmss.s |
 ET0868| CH2778 BOLT RM 1                            10.820 METERS 01651     |
 ET0868| CH2779 BOLT RM 2                            10.351 METERS 19528     |
 ET0868| ET0918 REATA                               APPROX. 1.9 KM 2013839.2 |
 ET0868|---------------------------------------------------------------------|
 ET0868
 ET0868                          SUPERSEDED SURVEY CONTROL
 ET0868
 ET0868  NAD 83(1986)-  34 30 40.59648(N)    112 14 24.05001(W) AD(       ) 2
 ET0868  NAD 27      -  34 30 40.50550(N)    112 14 21.46531(W) AD(       ) 2
 ET0868  NGVD 29 (07/19/86) 1404.51   (m)         4608.0    (f) LEVELING    3  
 ET0868
 ET0868.Superseded values are not recommended for survey control.
 ET0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0868.See file dsdata.txt to determine how the superseded data were derived.
 ET0868
 ET0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8617519546(NAD 83)
 ET0868_MARKER: DD = SURVEY DISK
 ET0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0868+STABILITY: SURFACE MOTION
 ET0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0868+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0868
 ET0868  HISTORY     - Date     Condition        Report By
 ET0868  HISTORY     - 1980     MONUMENTED       AZDT
 ET0868  HISTORY     - 20040821 GOOD             USPSQD
 ET0868  HISTORY     - 20080711 GOOD             GEOCAC
 ET0868
 ET0868                          STATION DESCRIPTION
 ET0868
 ET0868'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0868'THE STATION IS LOCATED 13.3 MILES SOUTHEAST OF PRESCOTT, 0.6 MILE
 ET0868'NORTHWEST OF HUMBOLT AND ALONG THE EAST RIGHT OF WAY FOR ARIZONA
 ET0868'HIGHWAY 69.
 ET0868'
 ET0868'THE STATION MARK IS AN ADOT DISK STAMPED BOLT 1980.  IT IS SET IN TOP
 ET0868'OF A CONCRETE MONUMENT 93.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ET0868'AND 3.3 FEET WEST OF THE WITNESS POST.
 ET0868'
 ET0868'REFERENCE MARK 1 IS AN ADOT DISK STAMPED BOLT RM 1 1980.  IT IS SET IN
 ET0868'TOP OF A CONCRETE MONUMENT.
 ET0868'
 ET0868'REFERENCE MARK 2 IS AN ADOT DISK STAMPED BOLT RM 2 1980.  IT IS SET IN
 ET0868'TOP OF A CONCRETE MONUMENT.
 ET0868'
 ET0868'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL SOUTHEAST
 ET0868'ALONG SR 69 FOR 1.35 MILES TO THE STATION ON THE LEFT ON TOP OF A  20
 ET0868'FOOT HIGHWAY CUT.
 ET0868
 ET0868                          STATION RECOVERY (2004)
 ET0868
 ET0868'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0868'RECOVERED AS DESCRIBED
 ET0868
 ET0868                          STATION RECOVERY (2008)
 ET0868
 ET0868'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0868'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 ET0868'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0483 ***********************************************************************
 FR0483  DESIGNATION -  BOLT HEAD 1
 FR0483  PID         -  FR0483
 FR0483  STATE/COUNTY-  AZ/MOHAVE
 FR0483  USGS QUAD   -  ANTARES (1980)
 FR0483
 FR0483                         *CURRENT SURVEY CONTROL
 FR0483  ___________________________________________________________________
 FR0483* NAD 83(1986)-  35 24 57.     (N)    113 48 44.     (W)     SCALED    
 FR0483* NAVD 88     -      1100.046  (meters)    3609.07   (feet)  POSTED    
 FR0483  ___________________________________________________________________
 FR0483  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0483  DYNAMIC HT  -        1098.740 (meters)    3604.78  (feet)  COMP
 FR0483  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FR0483
 FR0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0483
 FR0483.The horizontal coordinates were scaled from a topographic map and have
 FR0483.an estimated accuracy of +/- 6 seconds.
 FR0483
 FR0483.The orthometric height was determined by differential leveling
 FR0483.and adjusted by the  in 1992.
 FR0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0483.rate of 0.0 thru 1.0 mm/km.
 FR0483
 FR0483.The geoid height was determined by GEOID03.
 FR0483
 FR0483.The dynamic height is computed by dividing the NAVD 88
 FR0483.geopotential number by the normal gravity value computed on the
 FR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0483.degrees latitude (g = 980.6199 gals.).
 FR0483
 FR0483.The modeled gravity was interpolated from observed gravity values.
 FR0483
 FR0483;                    North         East    Units  Estimated Accuracy
 FR0483;SPC AZ W     -   489,720.      207,710.      MT  (+/- 180 meters Scaled)
 FR0483
 FR0483                          SUPERSEDED SURVEY CONTROL
 FR0483
 FR0483  NGVD 29 (??/??/92) 1099.242  (m)         3606.43   (f) ADJ UNCH    1 1
 FR0483
 FR0483.Superseded values are not recommended for survey control.
 FR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0483.See file dsdata.txt to determine how the superseded data were derived.
 FR0483
 FR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE446227(NAD 83)
 FR0483_MARKER: B = BOLT
 FR0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0483_SP_SET: CULVERT
 FR0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0483
 FR0483  HISTORY     - Date     Condition        Report By
 FR0483  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0483  HISTORY     - 1940     GOOD             NGS
 FR0483  HISTORY     - 1961     GOOD             NGS
 FR0483  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0483
 FR0483                          STATION DESCRIPTION
 FR0483
 FR0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0483'6.2 MI NW FROM HACKBERRY.
 FR0483'6.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0483'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 150 FEET NORTHWEST OF
 FR0483'MILEPOST 495, AT CONCRETE CULVERT A 496, AND IN THE TOP OF THE EAST
 FR0483'END OF THE NORTH HEADWALL.  THE TOP OF AN IRON BOLT HEAD.
 FR0483
 FR0483                          STATION RECOVERY (1961)
 FR0483
 FR0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0483'RECOVERED IN GOOD CONDITION.
 FR0483
 FR0483                          STATION RECOVERY (1982)
 FR0483
 FR0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0483'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0486 ***********************************************************************
 FR0486  DESIGNATION -  BOLT HEAD 3
 FR0486  PID         -  FR0486
 FR0486  STATE/COUNTY-  AZ/MOHAVE
 FR0486  USGS QUAD   -  ANTARES (1980)
 FR0486
 FR0486                         *CURRENT SURVEY CONTROL
 FR0486  ___________________________________________________________________
 FR0486* NAD 83(1986)-  35 23 57.     (N)    113 50 07.     (W)     SCALED    
 FR0486* NAVD 88     -      1080.527  (meters)    3545.03   (feet)  POSTED    
 FR0486  ___________________________________________________________________
 FR0486  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FR0486  DYNAMIC HT  -        1079.250 (meters)    3540.84  (feet)  COMP
 FR0486  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 FR0486
 FR0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0486
 FR0486.The horizontal coordinates were scaled from a topographic map and have
 FR0486.an estimated accuracy of +/- 6 seconds.
 FR0486
 FR0486.The orthometric height was determined by differential leveling
 FR0486.and adjusted by the  in 1992.
 FR0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0486.rate of 0.0 thru 1.0 mm/km.
 FR0486
 FR0486.The geoid height was determined by GEOID03.
 FR0486
 FR0486.The dynamic height is computed by dividing the NAVD 88
 FR0486.geopotential number by the normal gravity value computed on the
 FR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0486.degrees latitude (g = 980.6199 gals.).
 FR0486
 FR0486.The modeled gravity was interpolated from observed gravity values.
 FR0486
 FR0486;                    North         East    Units  Estimated Accuracy
 FR0486;SPC AZ W     -   487,880.      205,610.      MT  (+/- 180 meters Scaled)
 FR0486
 FR0486                          SUPERSEDED SURVEY CONTROL
 FR0486
 FR0486  NGVD 29 (??/??/92) 1079.72   (m)         3542.4    (f) COMPUTED    1 1
 FR0486
 FR0486.Superseded values are not recommended for survey control.
 FR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0486.See file dsdata.txt to determine how the superseded data were derived.
 FR0486
 FR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE425210(NAD 83)
 FR0486_MARKER: B = BOLT
 FR0486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0486_MARK LOGO: ATSFRR
 FR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0486+STABILITY: SURFACE MOTION
 FR0486
 FR0486  HISTORY     - Date     Condition        Report By
 FR0486  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0486  HISTORY     - 1940     GOOD             NGS
 FR0486  HISTORY     - 1982     GOOD             NGS
 FR0486
 FR0486                          STATION DESCRIPTION
 FR0486
 FR0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0486'7.9 MI W FROM HACKBERRY.
 FR0486'7.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0486'THE STATION AT HACKBERRY, MOHAVE COUNTY, 1.7 MILES WEST OF THE STATION
 FR0486'SIGN AT ANTARES, AT CONCRETE CULVERT C 497, IN THE TOP OF THE EAST END
 FR0486'OF THE SOUTH HEADWALL, AND 12 FEET SOUTH OF THE CENTERLINE OF THE
 FR0486'SOUTH TRACK. THE HEAD OF AN IRON BOLT.
 FR0486
 FR0486                          STATION RECOVERY (1982)
 FR0486
 FR0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0486'WILL NOT BE LEVELED .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0480 ***********************************************************************
 FR0480  DESIGNATION -  BOLT HEAD 4
 FR0480  PID         -  FR0480
 FR0480  STATE/COUNTY-  AZ/MOHAVE
 FR0480  USGS QUAD   -  ANTARES (1980)
 FR0480
 FR0480                         *CURRENT SURVEY CONTROL
 FR0480  ___________________________________________________________________
 FR0480* NAD 83(1986)-  35 24 48.     (N)    113 47 02.     (W)     SCALED    
 FR0480* NAVD 88     -      1100.773  (meters)    3611.45   (feet)  ADJUSTED  
 FR0480  ___________________________________________________________________
 FR0480  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FR0480  DYNAMIC HT  -        1099.463 (meters)    3607.15  (feet)  COMP
 FR0480  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 FR0480
 FR0480  VERT ORDER  -  FIRST     CLASS I
 FR0480
 FR0480.The horizontal coordinates were scaled from a topographic map and have
 FR0480.an estimated accuracy of +/- 6 seconds.
 FR0480
 FR0480.The orthometric height was determined by differential leveling
 FR0480.and adjusted in June 1991.
 FR0480
 FR0480.The geoid height was determined by GEOID03.
 FR0480
 FR0480.The dynamic height is computed by dividing the NAVD 88
 FR0480.geopotential number by the normal gravity value computed on the
 FR0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0480.degrees latitude (g = 980.6199 gals.).
 FR0480
 FR0480.The modeled gravity was interpolated from observed gravity values.
 FR0480
 FR0480;                    North         East    Units  Estimated Accuracy
 FR0480;SPC AZ W     -   489,440.      210,280.      MT  (+/- 180 meters Scaled)
 FR0480
 FR0480                          SUPERSEDED SURVEY CONTROL
 FR0480
 FR0480.No superseded survey control is available for this station.
 FR0480
 FR0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE472224(NAD 83)
 FR0480_MARKER: B = BOLT
 FR0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0480_MARK LOGO: ATSFRR
 FR0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0480+STABILITY: SURFACE MOTION
 FR0480
 FR0480  HISTORY     - Date     Condition        Report By
 FR0480  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0480  HISTORY     - 1940     GOOD             NGS
 FR0480  HISTORY     - 1982     GOOD             NGS
 FR0480
 FR0480                          STATION DESCRIPTION
 FR0480
 FR0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0480'4.6 MI NW FROM HACKBERRY.
 FR0480'4.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0480'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, AT CONCRETE CULVERT B
 FR0480'494, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, AND 11 FEET
 FR0480'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.  THE TOP OF AN IRON BOLT
 FR0480'HEAD.
 FR0480
 FR0480                          STATION RECOVERY (1982)
 FR0480
 FR0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0484 ***********************************************************************
 FR0484  DESIGNATION -  BOLT HEAD 5
 FR0484  PID         -  FR0484
 FR0484  STATE/COUNTY-  AZ/MOHAVE
 FR0484  USGS QUAD   -  ANTARES (1980)
 FR0484
 FR0484                         *CURRENT SURVEY CONTROL
 FR0484  ___________________________________________________________________
 FR0484* NAD 83(1986)-  35 24 43.     (N)    113 49 14.     (W)     SCALED    
 FR0484* NAVD 88     -      1095.441  (meters)    3593.96   (feet)  POSTED    
 FR0484  ___________________________________________________________________
 FR0484  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FR0484  DYNAMIC HT  -        1094.140 (meters)    3589.69  (feet)  COMP
 FR0484  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 FR0484
 FR0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0484
 FR0484.The horizontal coordinates were scaled from a topographic map and have
 FR0484.an estimated accuracy of +/- 6 seconds.
 FR0484
 FR0484.The orthometric height was determined by differential leveling
 FR0484.and adjusted by the  in 1992.
 FR0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0484.rate of 0.0 thru 1.0 mm/km.
 FR0484
 FR0484.The geoid height was determined by GEOID03.
 FR0484
 FR0484.The dynamic height is computed by dividing the NAVD 88
 FR0484.geopotential number by the normal gravity value computed on the
 FR0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0484.degrees latitude (g = 980.6199 gals.).
 FR0484
 FR0484.The modeled gravity was interpolated from observed gravity values.
 FR0484
 FR0484;                    North         East    Units  Estimated Accuracy
 FR0484;SPC AZ W     -   489,290.      206,950.      MT  (+/- 180 meters Scaled)
 FR0484
 FR0484                          SUPERSEDED SURVEY CONTROL
 FR0484
 FR0484  NGVD 29 (??/??/92) 1094.64   (m)         3591.3    (f) COMPUTED    1 1
 FR0484
 FR0484.Superseded values are not recommended for survey control.
 FR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0484.See file dsdata.txt to determine how the superseded data were derived.
 FR0484
 FR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE438223(NAD 83)
 FR0484_MARKER: B = BOLT
 FR0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0484_SP_SET: CULVERT
 FR0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0484
 FR0484  HISTORY     - Date     Condition        Report By
 FR0484  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0484  HISTORY     - 1940     GOOD             NGS
 FR0484  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0484
 FR0484                          STATION DESCRIPTION
 FR0484
 FR0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0484'6.7 MI W FROM HACKBERRY.
 FR0484'6.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0484'THE STATION AT HACKBERRY, MOHAVE COUNTY, 0.5 MILE WEST OF THE STATION
 FR0484'SIGN AT ANTARES, SIDING, AT MILEPOST 495-1/2, AT CONCRETE CULVERT BA
 FR0484'496, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, AND 21 FEET
 FR0484'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK. THE HEAD OF AN IRON BOLT.
 FR0484
 FR0484                          STATION RECOVERY (1982)
 FR0484
 FR0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0484'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1001 ***********************************************************************
 DU1001  DESIGNATION -  BONE
 DU1001  PID         -  DU1001
 DU1001  STATE/COUNTY-  AZ/MARICOPA
 DU1001  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1001
 DU1001                         *CURRENT SURVEY CONTROL
 DU1001  ___________________________________________________________________
 DU1001* NAD 83(1992)-  33 14 48.89321(N)    111 56 29.60413(W)     ADJUSTED  
 DU1001* NAVD 88     -       353.65   (+/-2cm)    1160.3    (feet)  VERTCON   
 DU1001  ___________________________________________________________________
 DU1001  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DU1001  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU1001  HORZ ORDER  -  SECOND
 DU1001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1001
 DU1001.The horizontal coordinates were established by classical geodetic methods
 DU1001.and adjusted by the National Geodetic Survey in August 1993.
 DU1001
 DU1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1001.The vertical order pertains to the NGVD 29 superseded value.
 DU1001
 DU1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1001
 DU1001.The geoid height was determined by GEOID03.
 DU1001
 DU1001;                    North         East     Units Scale Factor Converg.
 DU1001;SPC AZ C     -   249,133.573   211,040.679   MT  0.99990007   -0 00 49.1
 DU1001;SPC AZ C     -   817,367.37    692,390.68   iFT  0.99990007   -0 00 49.1
 DU1001;UTM  12      - 3,679,055.626   412,287.919   MT  0.99969485   -0 30 58.5
 DU1001
 DU1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1001!SPC AZ C     -   0.99994917  x   0.99990007  =   0.99984925
 DU1001!UTM  12      -   0.99994917  x   0.99969485  =   0.99964404
 DU1001
 DU1001|---------------------------------------------------------------------|
 DU1001| PID    Reference Object                     Distance      Geod. Az  |
 DU1001|                                                           dddmmss.s |
 DU1001| DU1002 BONE RM 1                            45.736 METERS 05703     |
 DU1001| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.11.3 KM 0582436.0 |
 DU1001| DU2159 CHANDLER NEW MUNICIPAL TANK         APPROX.11.3 KM 0582924.2 |
 DU1001| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX. 7.3 KM 0943519.7 |
 DU1001| DU1003 BONE RM 2                            21.605 METERS 14635     |
 DU1001| DU0999 E 414                                              3265559.2 |
 DU1001| DU1000 E 414 RESET                                        3315743.4 |
 DU1001|---------------------------------------------------------------------|
 DU1001
 DU1001                          SUPERSEDED SURVEY CONTROL
 DU1001
 DU1001  NAD 83(1986)-  33 14 48.88680(N)    111 56 29.60835(W) AD(       ) 2
 DU1001  NAD 27      -  33 14 48.70450(N)    111 56 27.09750(W) AD(       ) 2
 DU1001  NGVD 29 (??/??/92)  353.126  (m)         1158.55   (f) ADJ UNCH    2 0
 DU1001
 DU1001.Superseded values are not recommended for survey control.
 DU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1001.See file dsdata.txt to determine how the superseded data were derived.
 DU1001
 DU1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1228879056(NAD 83)
 DU1001_MARKER: DE = TRAVERSE STATION DISK
 DU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1001_STAMPING: BONE 1962
 DU1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1001+STABILITY: SURFACE MOTION
 DU1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1001+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 DU1001
 DU1001  HISTORY     - Date     Condition        Report By
 DU1001  HISTORY     - 1962     MONUMENTED       CGS
 DU1001  HISTORY     - 1962     GOOD             CGS
 DU1001  HISTORY     - 1975     GOOD             NGS
 DU1001  HISTORY     - 20070311 GOOD             GEOCAC
 DU1001
 DU1001                          STATION DESCRIPTION
 DU1001
 DU1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU1001'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF PHOENIX, ABOUT 7
 DU1001'MILES SOUTHWEST OF CHANDLER, ABOUT 6 MILES NORTH OF THE
 DU1001'MARICOPA-PINAL COUNTY LINE, ABOUT 2 MILES WEST OF THE GOODYEAR
 DU1001'AUXILARY AIRFIELD AND IN THE CLEARED LINE FOR THE PROPOSED
 DU1001'INTERSTATE HIGHWAY.
 DU1001'
 DU1001'TO REACH FROM S. CENTRAL AVENUE AND BASELINE ROAD IN THE SOUTH
 DU1001'PART OF PHOENIX, GO EAST ON BASELINE ROAD FOR 6.5 MILES TO S.
 DU1001'56TH STREET, TURN RIGHT AND GO SOUTH ON S. 56TH STREET FOR 5.1
 DU1001'MILES TO T INTERSECTION AT WILLIAM FIELD ROAD, TURN LEFT AND GO
 DU1001'EAST ON WILLIAM FIELD ROAD FOR 0.15 MILE TO MARICOPA ROAD ON
 DU1001'RIGHT JUST AFTER CROSSING RAILROAD TRACK, TURN RIGHT AND GO
 DU1001'SOUTH ON MARICOPA ROAD FOR 2.45 MILES TO A GRAVEL SIDE ROAD LEFT
 DU1001'AND TWO SMALL YELLOW ROAD SIGNS (PHXL 2-1/2 E) (L 32), TURN LEFT
 DU1001'AND GO EAST PASSING TO THE SOUTH OF A GRAVEL PIT AND FOLLOW
 DU1001'MAIN ROAD FOR 1.0 MILE TO DIAGONAL TRACKROAD (WHICH IS THE
 DU1001'CLEARED LINE FOR PROPOSED INTERSTATE HIGHWAY), TURN RIGHT AND GO
 DU1001'SOUTHEAST ON CLEARED ROAD FOR 1.25 MILE TO AZIMUTH MARK (BM
 DU1001'E 414), CONTINUE SOUTHEAST ON CLEARED LINE FOR 0.3 MILE TO
 DU1001'STATION ON SMALL SANDY RISE AS DESCRIBED.
 DU1001'
 DU1001'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BONE 1962, IS SET
 DU1001'IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND.
 DU1001'THE MARK IS ON TOP OF A SANDY RISE WHICH IS ABOUT 4 FEET HIGHER
 DU1001'THAN THE SURROUNDING AREA, IN THE CENTER ON CLEARED LINE FOR
 DU1001'PROPOSED HIGHWAY AND 1.4 FEET EAST OF THE WITNESS POST.
 DU1001'
 DU1001'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BONE NO 1
 DU1001'1962, IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2
 DU1001'INCHES ABOVE THE GROUND.  THE MARK IS 150 FEET NORTHEAST OF THE
 DU1001'WITNESS POST, 27 FEET WEST OF THE CENTER OF A DIM TRACK ROAD AND
 DU1001'6 INCHES WEST OF A YELLOW 2 BY 4 WITNESS POST.
 DU1001'
 DU1001'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BONE NO 2
 DU1001'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DU1001'6 INCHES ABOVE THE GROUND.  THE MARK IS 71 FEET SOUTHEAST OF THE
 DU1001'WITNESS POST, 6 FEET SOUTHWEST OF CENTER OF CLEARED LINE FOR
 DU1001'PROPOSED INTERSTATE HIGHWAY AND 6 INCHES NORTH OF A YELLOW 2 BY
 DU1001'4 WITNESS POST.
 DU1001'
 DU1001'AZIMUTH MARK, A GEODETIC BENCH MARK DISK STAMPED E 414 1962, IS
 DU1001'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3
 DU1001'INCHES ABOVE THE GROUND.  THE MARK IS 9 FEET SOUTHWEST OF THE
 DU1001'CENTER OF TRACK ROAD AND 1.6 FEET SOUTHEAST OF THE WITNESS POST.
 DU1001'
 DU1001'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 METERS.
 DU1001
 DU1001                          STATION RECOVERY (1962)
 DU1001
 DU1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU1001'11.7 MI SW FROM CHANDLER.
 DU1001'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1001'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1001'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.8 MILES
 DU1001'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1001'MEDIAN STRIP ON INTERSTATE HIGHWAY 10, 8 FEET SOUTHWEST OF THE CENTER
 DU1001'OF THE TRACK ROAD, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 DU1001'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU1001
 DU1001                          STATION RECOVERY (1975)
 DU1001
 DU1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CN)
 DU1001'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DU1001'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 DU1001'AZIMUTH BM E 414 WAS IN THE AREA OF CONSTRUCTION AND WAS MOVED
 DU1001'AT THIS TIME.
 DU1001'
 DU1001'BM E 414 RESET IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 DU1001'10 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  THE MARK
 DU1001'IS 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCELINE AND
 DU1001'WITNESS POST.
 DU1001'
 DU1001'TO REACH THE STATION FROM ARIZONA HIGHWAY 87 AND WILLIAMS FIELD
 DU1001'ROAD IN CHANDLER, GO WEST ALONG WILLIAMS FIELD ROAD FOR 7
 DU1001'MILES TO INTERSTATE HIGHWAY 10.  GO SOUTHEAST ALONG I-10 FOR 3.0
 DU1001'MILES TO QUEEN CREEK ROAD, CONTINUE ALONG I-10 FOR 1.0 MILE TO
 DU1001'THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD 0.3 MILE TO THE
 DU1001'STATION IN THE MEDIUM.
 DU1001'
 DU1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 DU1001'OF CHANDLER.
 DU1001'
 DU1001'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU1001
 DU1001                          STATION RECOVERY (2007)
 DU1001
 DU1001'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1002 ***********************************************************************
 DU1002  DESIGNATION -  BONE RM 1
 DU1002  PID         -  DU1002
 DU1002  STATE/COUNTY-  AZ/MARICOPA
 DU1002  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1002
 DU1002                         *CURRENT SURVEY CONTROL
 DU1002  ___________________________________________________________________
 DU1002* NAD 83(1986)-  33 14 48.     (N)    111 56 30.     (W)     SCALED    
 DU1002* NAVD 88     -       353.39   (+/-2cm)    1159.4    (feet)  VERTCON   
 DU1002  ___________________________________________________________________
 DU1002  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1002
 DU1002.The horizontal coordinates were scaled from a topographic map and have
 DU1002.an estimated accuracy of +/- 6 seconds.
 DU1002
 DU1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1002.The vertical order pertains to the NGVD 29 superseded value.
 DU1002
 DU1002.The geoid height was determined by GEOID03.
 DU1002
 DU1002;                    North         East    Units  Estimated Accuracy
 DU1002;SPC AZ C     -   249,110.      211,030.      MT  (+/- 180 meters Scaled)
 DU1002
 DU1002                          SUPERSEDED SURVEY CONTROL
 DU1002
 DU1002  NGVD 29 (??/??/92)  352.866  (m)         1157.69   (f) ADJ UNCH    2 0
 DU1002
 DU1002.Superseded values are not recommended for survey control.
 DU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1002.See file dsdata.txt to determine how the superseded data were derived.
 DU1002
 DU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122790(NAD 83)
 DU1002_MARKER: DR = REFERENCE MARK DISK
 DU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1002_STAMPING: BONE NO 1 1962
 DU1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1002+STABILITY: SURFACE MOTION
 DU1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1002+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 DU1002
 DU1002  HISTORY     - Date     Condition        Report By
 DU1002  HISTORY     - 1962     MONUMENTED       CGS
 DU1002  HISTORY     - 20070327 GOOD             GEOCAC
 DU1002
 DU1002                          STATION DESCRIPTION
 DU1002
 DU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1002'11.7 MI SW FROM CHANDLER.
 DU1002'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1002'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1002'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.8 MILES
 DU1002'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1002'OF PROPOSED INTERSTATE HIGHWAY 10, 151.3 FEET NORTHEAST OF A METAL
 DU1002'WITNESS POST, 150.0 FEET NORTHEAST OF TRAVERSE STATION BONE, 0.5 FOOT
 DU1002'NORTH OF A YELLOW PAINTED WOODEN 2 BY 4 POST, AND SET IN TOP OF A
 DU1002'CONCRETE POST PROJECTING 6 INCHES.
 DU1002
 DU1002                          STATION RECOVERY (2007)
 DU1002
 DU1002'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1003 ***********************************************************************
 DU1003  DESIGNATION -  BONE RM 2
 DU1003  PID         -  DU1003
 DU1003  STATE/COUNTY-  AZ/MARICOPA
 DU1003  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1003
 DU1003                         *CURRENT SURVEY CONTROL
 DU1003  ___________________________________________________________________
 DU1003* NAD 83(1986)-  33 14 48.     (N)    111 56 30.     (W)     SCALED    
 DU1003* NAVD 88     -       352.87   (+/-2cm)    1157.7    (feet)  VERTCON   
 DU1003  ___________________________________________________________________
 DU1003  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1003
 DU1003.The horizontal coordinates were scaled from a topographic map and have
 DU1003.an estimated accuracy of +/- 6 seconds.
 DU1003
 DU1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1003.The vertical order pertains to the NGVD 29 superseded value.
 DU1003
 DU1003.The geoid height was determined by GEOID03.
 DU1003
 DU1003;                    North         East    Units  Estimated Accuracy
 DU1003;SPC AZ C     -   249,110.      211,030.      MT  (+/- 180 meters Scaled)
 DU1003
 DU1003                          SUPERSEDED SURVEY CONTROL
 DU1003
 DU1003  NGVD 29 (??/??/92)  352.347  (m)         1155.99   (f) ADJ UNCH    2 0
 DU1003
 DU1003.Superseded values are not recommended for survey control.
 DU1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1003.See file dsdata.txt to determine how the superseded data were derived.
 DU1003
 DU1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122790(NAD 83)
 DU1003_MARKER: DR = REFERENCE MARK DISK
 DU1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1003_STAMPING: BONE NO 2 1962
 DU1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1003+STABILITY: SURFACE MOTION
 DU1003
 DU1003  HISTORY     - Date     Condition        Report By
 DU1003  HISTORY     - 1962     MONUMENTED       CGS
 DU1003  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 DU1003
 DU1003                          STATION DESCRIPTION
 DU1003
 DU1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1003'11.7 MI SW FROM CHANDLER.
 DU1003'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1003'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1003'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.8 MILES
 DU1003'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1003'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 5 FEET SOUTHWEST OF THE TRACK
 DU1003'ROAD, 70.9 FEET SOUTHEAST OF TRAVERSE STATION BONE, 80.4 FEET
 DU1003'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT NORTH OF A YELLOW PAINTED 2
 DU1003'BY 4 POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DU1003
 DU1003                          STATION RECOVERY (2007)
 DU1003
 DU1003'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1003'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1216 ***********************************************************************
 CY1216  DESIGNATION -  BONIT
 CY1216  PID         -  CY1216
 CY1216  STATE/COUNTY-  AZ/GRAHAM
 CY1216  USGS QUAD   -  LONE STAR MOUNTAIN (1985)
 CY1216
 CY1216                         *CURRENT SURVEY CONTROL
 CY1216  ___________________________________________________________________
 CY1216* NAD 83(1992)-  32 55 46.22653(N)    109 31 37.37301(W)     ADJUSTED  
 CY1216* NAVD 88     -      1196.4    (meters)    3925.     (feet)  VERTCON   
 CY1216  ___________________________________________________________________
 CY1216  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CY1216  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CY1216  HORZ ORDER  -  FIRST
 CY1216
 CY1216.The horizontal coordinates were established by classical geodetic methods
 CY1216.and adjusted by the National Geodetic Survey in August 1993.
 CY1216
 CY1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1216
 CY1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1216
 CY1216.The geoid height was determined by GEOID03.
 CY1216
 CY1216;                    North         East     Units Scale Factor Converg.
 CY1216;SPC AZ E     -   214,115.925   273,176.433   MT  0.99994410   +0 20 51.8
 CY1216;SPC AZ E     -   702,480.07    896,248.14   iFT  0.99994410   +0 20 51.8
 CY1216;UTM  12      - 3,644,434.562   637,712.602   MT  0.99983384   +0 48 03.0
 CY1216
 CY1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1216!SPC AZ E     -   0.99981629  x   0.99994410  =   0.99976040
 CY1216!UTM  12      -   0.99981629  x   0.99983384  =   0.99965016
 CY1216
 CY1216:                Primary Azimuth Mark                     Grid Az
 CY1216:SPC AZ E     -  TARGET ABOUT 2 MI E OF OMON              132 47 26.7
 CY1216:UTM  12      -  TARGET ABOUT 2 MI E OF OMON              132 20 15.5
 CY1216
 CY1216|---------------------------------------------------------------------|
 CY1216| PID    Reference Object                     Distance      Geod. Az  |
 CY1216|                                                           dddmmss.s |
 CY1216| CY1124 TARGET ABOUT 2 MI E OF OMON         APPROX.16.9 KM 1330818.5 |
 CY1216| CC6131 BONIT RM 1                            8.505 METERS 22735     |
 CY1216| CC6130 BONIT AZ MK                                        2920219.0 |
 CY1216| CC6132 BONIT RM 2                           14.781 METERS 35345     |
 CY1216|---------------------------------------------------------------------|
 CY1216
 CY1216                          SUPERSEDED SURVEY CONTROL
 CY1216
 CY1216  NAD 83(1986)-  32 55 46.22091(N)    109 31 37.37091(W) AD(       ) 1
 CY1216  NAD 27      -  32 55 45.99500(N)    109 31 35.09200(W) AD(       ) 1
 CY1216  NGVD 29 (07/19/86) 1195.8    (m)         3923.     (f) VERT ANG    3  
 CY1216
 CY1216.Superseded values are not recommended for survey control.
 CY1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1216.See file dsdata.txt to determine how the superseded data were derived.
 CY1216
 CY1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3771344435(NAD 83)
 CY1216_MARKER: DS = TRIANGULATION STATION DISK
 CY1216_SETTING: 66 = SET IN ROCK OUTCROP
 CY1216_SP_SET: PARTIALLY EXPOSED BEDROCK
 CY1216
 CY1216  HISTORY     - Date     Condition        Report By
 CY1216  HISTORY     - 1945     MONUMENTED       CGS
 CY1216  HISTORY     - 1972     GOOD             AZHD
 CY1216
 CY1216                          STATION DESCRIPTION
 CY1216
 CY1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1216'STATION IS LOCATED ABOUT 16 MILES (AIR LINE) W OF GUTHRIE,
 CY1216'15-1/2 MILES (AIR LINE) SW OF CLIFTON, 12-1/2 MILES (AIR
 CY1216'LINE) NE OF SAFFORD, AND ABOUT 3 MILES (AIR LINE) NW OF THE
 CY1216'GILA RIVER, ON A HIGH ROLLING RIDGE ABOUT 1-1/2 MILES (AIR
 CY1216'LINE) SW OF BONITA CREEK.  IT IS ALONG THE ROAD BUILT BY THE
 CY1216'SAFFORD MUNICIPAL WATER WORKS TO REACH THE WATER PIPELINE
 CY1216'ON BONITA CREEK.
 CY1216'
 CY1216'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1216'N ON U.S. HIGHWAY 70 FOR 0.1 MILE TO WHERE THE HIGHWAY TURNS
 CY1216'LEFT, KEEP STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 0.8 MILE
 CY1216'TO THE GILA RIVER, FORD THE RIVER AND CONTINUE FOR 0.6 MILE
 CY1216'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE FOR 1.0 MILE TO
 CY1216'ANOTHER FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR 4.3
 CY1216'MILES TO A CATTLE GUARD, PASS THROUGH THE CATTLE GUARD AND
 CY1216'CONTINUE FOR 0.8 MILE TO A SCHOOLHOUSE ON THE LEFT.  CONTINUE
 CY1216'STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK
 CY1216'(MAIN TRAVELED ROAD) AND CONTINUE FOR 0.3 MILE TO A FORK,
 CY1216'TAKE THE LEFT FORK LEADING UP ON THE RIDGE AND CONTINUE FOR
 CY1216'0.4 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 CY1216'CONTINUE FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 CY1216'CONTINUE FOR 0.6 MILE TO ANOTHER FORK, TAKE THE RIGHT
 CY1216'FORK (MAIN TRAVELED ROAD) AND CONTINUE FOR 3.2 MILES
 CY1216'TO A FORK, TAKE THE LEFT FORK AND CONTINUE FOR 0.9 MILE
 CY1216'TO A FENCE AND GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 CY1216'1.0 MILE TO ANOTHER GATE, CONTINUE AHEAD FOR 0.1 MILE TO
 CY1216'A FORK, TAKE THE LEFT FORK, LEAVING THE MAIN ROAD, AND
 CY1216'CONTINUE FOR 1.0 MILE TO THE STATION ON THE RIGHT SIDE
 CY1216'OF THE ROAD.
 CY1216'
 CY1216'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT
 CY1216'8 INCHES BELOW THE SURFACE AND IS STAMPED BONIT 1945.  IT
 CY1216'IS 49 FEET NNE OF THE CENTER OF THE ROAD AND 11.2 FEET ENE
 CY1216'OF A WHITE WITNESS POST.
 CY1216'
 CY1216'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1216'PROJECTING ABOUT 2 INCHES AND IS STAMPED BONIT NO 1 1945.
 CY1216'IT IS SW OF THE STATION, 6 INCHES HIGHER, AND 21 FEET NE
 CY1216'OF THE CENTER OF THE ROAD.
 CY1216'
 CY1216'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1216'PROJECTING ABOUT 6 INCHES AND IS STAMPED BONIT NO 2 1945.
 CY1216'IT IS N OF THE STATION AND ABOUT 1 FOOT LOWER.
 CY1216'
 CY1216'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER
 CY1216'PROJECTING ABOUT 10 INCHES AND IS STAMPED BONIT 1945.  IT
 CY1216'IS ABOUT 0.3 MILE WNW OF THE STATION, 68 FEET NNE OF THE
 CY1216'CENTER OF THE ROAD, AND 2.9 FEET ESE OF A WHITE WITNESS
 CY1216'POST.  IT IS REACHED BY CONTINUING ON THE ROAD PAST THE
 CY1216'STATION FOR 0.3 MILE TO THE MARK ON THE RIGHT SIDE OF THE
 CY1216'ROAD.
 CY1216
 CY1216                          STATION RECOVERY (1972)
 CY1216
 CY1216'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1216'A.  GENERAL LOCATION SAME AS GIVEN
 CY1216'
 CY1216'B.  TO REACH SAME AS GIVEN
 CY1216'
 CY1216'C.  STATION MARK GOOD
 CY1216'
 CY1216'D.  REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1183 ***********************************************************************
 CY1183  DESIGNATION -  BONITA
 CY1183  PID         -  CY1183
 CY1183  STATE/COUNTY-  AZ/COCHISE
 CY1183  USGS QUAD   -  PAT HILLS NORTH (1974)
 CY1183
 CY1183                         *CURRENT SURVEY CONTROL
 CY1183  ___________________________________________________________________
 CY1183* NAD 83(1992)-  32 03 59.00157(N)    109 30 25.57831(W)     ADJUSTED  
 CY1183* NAVD 88     -      1441.40   (+/-2cm)    4729.0    (feet)  VERTCON   
 CY1183  ___________________________________________________________________
 CY1183  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 CY1183  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CY1183  HORZ ORDER  -  FIRST
 CY1183  VERT ORDER  -  THIRD ? (See Below)
 CY1183
 CY1183.The horizontal coordinates were established by classical geodetic methods
 CY1183.and adjusted by the National Geodetic Survey in August 1993.
 CY1183
 CY1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1183.The vertical order pertains to the NGVD 29 superseded value.
 CY1183
 CY1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1183
 CY1183.The geoid height was determined by GEOID03.
 CY1183
 CY1183;                    North         East     Units Scale Factor Converg.
 CY1183;SPC AZ E     -   118,418.323   275,633.473   MT  0.99994781   +0 21 00.6
 CY1183;SPC AZ E     -   388,511.56    904,309.29   iFT  0.99994781   +0 21 00.6
 CY1183;UTM  12      - 3,548,769.287   640,917.214   MT  0.99984489   +0 47 33.8
 CY1183
 CY1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1183!SPC AZ E     -   0.99977790  x   0.99994781  =   0.99972572
 CY1183!UTM  12      -   0.99977790  x   0.99984489  =   0.99962283
 CY1183
 CY1183|---------------------------------------------------------------------|
 CY1183| PID    Reference Object                     Distance      Geod. Az  |
 CY1183|                                                           dddmmss.s |
 CY1183| CC6133 BONITA RM 1                          20.362 METERS 05051     |
 CY1183| CY1149 SUGARLOAF LOOKOUT HOUSE             APPROX.18.2 KM 1083116.2 |
 CY1183| CC6134 BONITA RM 2                          22.031 METERS 13520     |
 CY1183| CC6135 BONITA RM 3 AZIMUTH                                1391402.0 |
 CY1183|---------------------------------------------------------------------|
 CY1183
 CY1183                          SUPERSEDED SURVEY CONTROL
 CY1183
 CY1183  NAD 83(1986)-  32 03 58.99733(N)    109 30 25.57423(W) AD(       ) 1
 CY1183  NAD 27      -  32 03 58.69900(N)    109 30 23.34800(W) AD(       ) 1
 CY1183  NGVD 29 (07/19/86) 1440.59   (m)         4726.3    (f) LEVELING    3  
 CY1183
 CY1183.Superseded values are not recommended for survey control.
 CY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1183.See file dsdata.txt to determine how the superseded data were derived.
 CY1183
 CY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4091748769(NAD 83)
 CY1183_MARKER: DS = TRIANGULATION STATION DISK
 CY1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1183
 CY1183  HISTORY     - Date     Condition        Report By
 CY1183  HISTORY     - 1935     MONUMENTED       CGS
 CY1183  HISTORY     - 1958     GOOD             AMS
 CY1183  HISTORY     - 1968     GOOD             CGS
 CY1183  HISTORY     - 1968     GOOD             AMS
 CY1183
 CY1183                          STATION DESCRIPTION
 CY1183
 CY1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1183'STATION IS LOCATED TO THE EAST SIDE OF CHIRICAHUA NATIONAL
 CY1183'MONUMENT HIGHWAY ABOUT 11 PACES FROM THE CENTER OF THE HIGHWAY,
 CY1183'AND APPROXIMATELY ON OR NEAR THE SECTION LINE BETWEEN SECS.
 CY1183'5 AND 8, (AND NEAR CORNER COMMON TO SECS. 4, 5, 8 AND 9),
 CY1183'T. 16 S., R. 28 E., AND IS ABOUT 5.0 MILES NORTHEAST OF
 CY1183'TRIANGULATION STATION PINERY WHICH IS ALONG THE SAME HIGHWAY.
 CY1183'
 CY1183'TO REACH FROM WILLCOX GO EAST ON THE CHIRICAHUA NATIONAL
 CY1183'MONUMENT HIGHWAY FOR A DISTANCE OF 27.3 MILES, TO WHERE THE
 CY1183'LAST RISE IN THE HIGHWAY LOOKS INTO THE VALLEY.
 CY1183'
 CY1183'REFERENCE MARK NO. 3 (AZIMUTH), IS LOCATED ABOUT 0.3 MILES (480
 CY1183'PACES) DISTANT, TO THE SOUTHEAST, AND IS 12 PACES TO NORTHEAST
 CY1183'OF THE HIGHWAY.
 CY1183
 CY1183                          STATION RECOVERY (1958)
 CY1183
 CY1183'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CY1183'STATION RECOVERED AS DESCRIBED.
 CY1183'
 CY1183'REFERENCE MARKS 1 AND 2 OKAY EXCEPT FOR THE FOLLOWING REVISION--
 CY1183'THAT PART OF DESCRIPTION READING--TO REACH FROM WILLCOX, ARIZONA
 CY1183'GO EAST ON CHIRICHUA NATIONAL MONUMENT HIGHWAY FOR 27.3 MILES, IS
 CY1183'TO BE DELETED AND THE FOLLOWING SUBSTITUTED--TO REACH FROM
 CY1183'WILLCOX, ARIZONA GO SOUTHEAST ON CHIRICHUA NATIONAL MONUMENT
 CY1183'HIGHWAY 186 FOR 24.6 MILES.
 CY1183'
 CY1183'STATION IS 38 FEET NE OF CENTER LINE OF HIGHWAY AND IS 1.1
 CY1183'FOOT HIGHER IN ELEVATION.  939 FEET SE OF INTERSECTION CENTER
 CY1183'LINES OF N-SE HIGHWAY AND ROAD TO SSE AND IS 11.8 FEET HIGHER
 CY1183'IN ELEVATION.  48 FEET S OF NORTH EDGE OF LIGHT SPOT, AND IS
 CY1183'1.6 FEET HIGHER IN ELEVATION.
 CY1183
 CY1183                          STATION RECOVERY (1968)
 CY1183
 CY1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CY1183'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CY1183'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 CY1183'IS COMPLETELY ADEQUATE.
 CY1183
 CY1183                          STATION RECOVERY (1968)
 CY1183
 CY1183'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1183'MARK IS LOCATED ABOUT 21 AIRMILES (SE) OF WILLCOX.  17 AIRMILES
 CY1183'(S) OF BOWIE.
 CY1183'
 CY1183'TO REACH MARK FROM INTERSECTION OF ARIZONA HWYS 666 AND 181 IN
 CY1183'WILLCOX GO (ESE) 121 DEG ON HWY 181 FOR 23.5 MILES TO A
 CY1183'SMALL RISE IN HIGHWAY OVERLOOKING THE VALLEY AND STATION SITE.
 CY1183'MARK IS LOCATED 10.1 M (NE) 46 DEG FROM CENTERLINE OF HWY 181.
 CY1183'3 M (NE) 46 DEG OF FENCE.
 CY1183'
 CY1183'STATION IS MARKED BY A USC AND GS BRONZE DISC CEMENTED IN A
 CY1183'CONCRETE POST PROTRUDING 0.10 M.  STAMPED BONITA 1935.
 CY1183'
 CY1183'R.M. 1 IS A USC AND GS BRONZE DISC CEMENTED IN A CONCRETE
 CY1183'MONUMENT PROTRUDING 0.10 M.  STAMPED BONITA 1 1935.  IT IS
 CY1183'LOCATED 20.36 M (NE) OF STATION AT A MAG. AZ. OF 41 DEG.
 CY1183'
 CY1183'R.M. 2 IS A USC AND GS BRONZE DISC CEMENTED IN A CONCRETE
 CY1183'MONUMENT PROTRUDING 0.10 M.  STAMPED BONITA 2 1935.  IT IS
 CY1183'LOCATED 22.028 M (SE) OF STATION AT A MAG. AZ. OF 126 DEG AND
 CY1183'A DE OF -0.05 M.
 CY1183'
 CY1183'AZIMUTH MARK IS LOCATED 5.0 M (NE) 45 DEG OF FENCELINE.  12.0
 CY1183'M (NE) 45 DEG OF CENTERLINE HWY 181.  IT IS CEMENTED IN A
 CY1183'CONCRETE MONUMENT PROTRUDING 0.14 M.  STAMPED BONITA 3 1935.
 CY1183'GO (SE) 136 DEG FROM STATION TO AZIMUTH.
 CY1183'
 CY1183'CONDITION OF ALL MARKS IS EXCELLENT AND VIEW EXCELLENT ALL
 CY1183'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2266 ***********************************************************************
 DV2266  DESIGNATION -  BONITA
 DV2266  PID         -  DV2266
 DV2266  STATE/COUNTY-  AZ/MARICOPA
 DV2266  USGS QUAD   -  VICKSBURG (1990)
 DV2266
 DV2266                         *CURRENT SURVEY CONTROL
 DV2266  ___________________________________________________________________
 DV2266* NAD 83(1992)-  33 40 28.30248(N)    113 46 02.55413(W)     ADJUSTED  
 DV2266* NAVD 88     -       359.7    (meters)    1180.     (feet)  VERTCON   
 DV2266  ___________________________________________________________________
 DV2266  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DV2266  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV2266  HORZ ORDER  -  SECOND
 DV2266
 DV2266.The horizontal coordinates were established by classical geodetic methods
 DV2266.and adjusted by the National Geodetic Survey in August 1993.
 DV2266
 DV2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2266
 DV2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2266
 DV2266.The geoid height was determined by GEOID03.
 DV2266
 DV2266;                    North         East     Units Scale Factor Converg.
 DV2266;SPC AZ C     -   298,093.531    41,738.850   MT  1.00026301   -1 01 35.1
 DV2266;SPC AZ C     -   977,997.15    136,938.48   iFT  1.00026301   -1 01 35.1
 DV2266;SPC AZ W     -   296,566.358   211,748.719   MT  0.99993337   -0 00 34.7
 DV2266;SPC AZ W     -   972,986.74    694,713.65   iFT  0.99993337   -0 00 34.7
 DV2266;UTM  12      - 3,729,506.513   243,429.540   MT  1.00041162   -1 32 07.0
 DV2266
 DV2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2266!SPC AZ C     -   0.99994843  x   1.00026301  =   1.00021142
 DV2266!SPC AZ W     -   0.99994843  x   0.99993337  =   0.99988180
 DV2266!UTM  12      -   0.99994843  x   1.00041162  =   1.00036003
 DV2266
 DV2266|---------------------------------------------------------------------|
 DV2266| PID    Reference Object                     Distance      Geod. Az  |
 DV2266|                                                           dddmmss.s |
 DV2266| CS6619 BONITA RM 1                          11.293 METERS 22646     |
 DV2266| CS6618 BONITA RM 2                          11.158 METERS 32637     |
 DV2266|---------------------------------------------------------------------|
 DV2266
 DV2266                          SUPERSEDED SURVEY CONTROL
 DV2266
 DV2266  NAD 83(1986)-  33 40 28.29659(N)    113 46 02.56564(W) AD(       ) 2
 DV2266  NGVD 29 (11/27/91)  359.1    (m)         1178.     (f) VERT ANG    3  
 DV2266
 DV2266.Superseded values are not recommended for survey control.
 DV2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2266.See file dsdata.txt to determine how the superseded data were derived.
 DV2266
 DV2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4343029507(NAD 83)
 DV2266_MARKER: DS = TRIANGULATION STATION DISK
 DV2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2266+STABILITY: SURFACE MOTION
 DV2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2266+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DV2266
 DV2266  HISTORY     - Date     Condition        Report By
 DV2266  HISTORY     - 1985     MONUMENTED       AZDT
 DV2266  HISTORY     - 20050920 GOOD             EVANS
 DV2266
 DV2266                          STATION DESCRIPTION
 DV2266
 DV2266'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2266'THE STATION IS LOCATED 11-1/2 MILES SOUTHWEST OF SALOME, 3 MILES NORTH
 DV2266'OF INTERSTATE HIGHWAY 10 AND ALONG THE WEST SIDE OF VICKSBURG ROAD.
 DV2266'
 DV2266'THE STATION MARK IS AN AZDT DISK STAMPED---BONITA 1985---.  IT IS SET
 DV2266'IN TOP OF A 10 INCH CONCRETE MONUMENT 38 FEET SOUTHEAST OF A 25 FOOT
 DV2266'STEEL STANDPIPE, 49 FEET EAST OF THE CENTER OF VICKSBURG ROAD AND 3
 DV2266'FEET EAST OF THE WITNESS POST.
 DV2266'
 DV2266'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BONITA RM 1 1985---.  IT IS
 DV2266'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET NORTH OF THE
 DV2266'STANDPIPE.
 DV2266'
 DV2266'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BONITA RM 2 1985---.  IT IS
 DV2266'SET IN A DRILL HOLE IN A 6 FOOT SQUARE CONCRETE PAD.
 DV2266'
 DV2266'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL SOUTHWEST
 DV2266'ALONG U.S. HIGHWAY 60 FOR 10.6 MILES TO VICKSBURG ROAD.  TURN LEFT AND
 DV2266'TRAVEL SOUTH FOR 3.05 MILES TO THE STATION ON THE RIGHT AT THE
 DV2266'NORTHEAST CORNER OF AQUA BONITA RANCH OFFICE AND SHOP COMPOUND.
 DV2266
 DV2266                          STATION RECOVERY (2005)
 DV2266
 DV2266'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV2266'THE NGS DATA SHEET IS IN CORRECT FOR THE COUNTY
 DV2266'THE COUNTY SHOULD READ LA PAZ
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0798 ***********************************************************************
 DT0798  DESIGNATION -  BONITO
 DT0798  PID         -  DT0798
 DT0798  STATE/COUNTY-  AZ/APACHE
 DT0798  USGS QUAD   -  CORN CREEK PLATEAU (1978)
 DT0798
 DT0798                         *CURRENT SURVEY CONTROL
 DT0798  ___________________________________________________________________
 DT0798* NAD 83(1992)-  33 45 49.44451(N)    109 46 47.36788(W)     ADJUSTED  
 DT0798* NAVD 88     -      2401.5    (meters)    7879.     (feet)  VERTCON   
 DT0798  ___________________________________________________________________
 DT0798  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 DT0798  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 DT0798  HORZ ORDER  -  THIRD
 DT0798
 DT0798.The horizontal coordinates were established by classical geodetic methods
 DT0798.and adjusted by the National Geodetic Survey in August 1993.
 DT0798
 DT0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0798
 DT0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0798
 DT0798.The geoid height was determined by GEOID03.
 DT0798
 DT0798;                    North         East     Units Scale Factor Converg.
 DT0798;SPC AZ E     -   306,517.082   249,193.500   MT  0.99991582   +0 12 54.0
 DT0798;SPC AZ E     - 1,005,633.47    817,563.98   iFT  0.99991582   +0 12 54.0
 DT0798;UTM  12      - 3,736,628.589   612,994.868   MT  0.99975740   +0 40 41.5
 DT0798
 DT0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0798!SPC AZ E     -   0.99962684  x   0.99991582  =   0.99954270
 DT0798!UTM  12      -   0.99962684  x   0.99975740  =   0.99938434
 DT0798
 DT0798|---------------------------------------------------------------------|
 DT0798| PID    Reference Object                     Distance      Geod. Az  |
 DT0798|                                                           dddmmss.s |
 DT0798| CD1672 BONITO RM 2                          35.829 METERS 04303     |
 DT0798| DT0793 MAVERICK                            APPROX.17.6 KM 1504303.2 |
 DT0798| CD1671 BONITO RM 1                          29.447 METERS 18225     |
 DT0798|---------------------------------------------------------------------|
 DT0798
 DT0798                          SUPERSEDED SURVEY CONTROL
 DT0798
 DT0798  NAD 83(1986)-  33 45 49.44149(N)    109 46 47.37116(W) AD(       ) 3
 DT0798  NAD 27      -  33 45 49.27270(N)    109 46 45.03340(W) AD(       ) 3
 DT0798  NGVD 29 (07/19/86) 2400.5    (m)         7876.     (f) VERT ANG    3  
 DT0798
 DT0798.Superseded values are not recommended for survey control.
 DT0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0798.See file dsdata.txt to determine how the superseded data were derived.
 DT0798
 DT0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1299536629(NAD 83)
 DT0798_MARKER: DS = TRIANGULATION STATION DISK
 DT0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0798
 DT0798  HISTORY     - Date     Condition        Report By
 DT0798  HISTORY     - 1960     MONUMENTED       CGS
 DT0798  HISTORY     - 1972     GOOD             AZHD
 DT0798
 DT0798                          STATION DESCRIPTION
 DT0798
 DT0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0798'THE STATION IS LOCATED ON THE FORT APACHE INDIAN RESERVATION,
 DT0798'ABOUT 13.5 MILES EAST-SOUTHEAST OF WHITERIVER, 12 MILES WEST
 DT0798'OF MAVERICK AND ON THE NORTH SIDE OF WEST TURKEY CREEK ROAD.
 DT0798'
 DT0798'TO REACH THE STATION FROM THE POST OFFICE AT WHITERIVER, GO
 DT0798'SOUTH ON ARIZONA STATE HIGHWAY 73 FOR 3.65 MILES TO A ROAD LEFT
 DT0798'AT SIGN FORT APACHE, TURN LEFT THROUGH FORT APACHE AND GO EASTERLY
 DT0798'FOR 2.4 MILES TO A ROAD RIGHT AT SIGNS MAVERICK AND TONTO LAKE.
 DT0798'TURN RIGHT, FOLLOWING THE MAIN ROAD THAT WINDS UP OVER THE RIM
 DT0798'AND THENCE SOUTHWARD FOR 10.35 MILES TO A BRIDGE AND RANCH
 DT0798'BUILDINGS, CONTINUE SOUTHWARD FOR 0.5 MILE TO A BLADED ROAD
 DT0798'LEFT AT SIGNS WEST TURKEY CREEK AND LITTLE BONITO CREEK.  TURN
 DT0798'LEFT AND GO NORTHEASTWARD ON THE BLADED ROAD FOR 11.0 MILES TO
 DT0798'THE TOP OF THE GRADE AND THE STATION ON THE LEFT.  THE TOP
 DT0798'OF THE HILL IS HEAVILY TIMBERED.
 DT0798'
 DT0798'THE STATION MARK IS A STANDARD DISK STAMPED BONITO 1960, SET
 DT0798'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 DT0798'77 FEET NORTHEAST OF AN 18-INCH PINE WITH A TRIANGULAR BLAZE
 DT0798'AND 61 FEET NORTH OF THE CENTER OF THE BLADED ROAD.
 DT0798'
 DT0798'R.M. 1 IS A STANDARD DISK STAMPED BONITO NO 1 1960, SET IN A
 DT0798'DRILL HOLE IN A LARGE FLAT BOULDER THAT PROJECTS 6 INCHES
 DT0798'AND IS 37 FEET SOUTH OF THE CENTER OF THE ROAD.
 DT0798'
 DT0798'R.M. 2 IS A STANDARD DISK STAMPED BONITO NO 2 1960, SET IN A
 DT0798'DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND IS 1
 DT0798'FOOT SOUTH OF A 3-FOOT CAIRN.
 DT0798
 DT0798                          STATION RECOVERY (1972)
 DT0798
 DT0798'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 DT0798'GENERAL LOCATION - AS PER DESCRIPTION
 DT0798'
 DT0798'TO REACH - AS PER DESCRIPTION
 DT0798'
 DT0798'STATION MARK - GOOD
 DT0798'
 DT0798'REFERENCE MARKS - R.M. 1 ASSUMED DESTROYED R.M. 2 GOOD
 DT0798'
 DT0798'AZIMUTH MARK - NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1026 ***********************************************************************
 ET1026  DESIGNATION -  BONNER
 ET1026  PID         -  ET1026
 ET1026  STATE/COUNTY-  AZ/MOHAVE
 ET1026  USGS QUAD   -  CEDAR BASIN (1980)
 ET1026
 ET1026                         *CURRENT SURVEY CONTROL
 ET1026  ___________________________________________________________________
 ET1026* NAD 83(1992)-  34 49 04.78948(N)    113 26 46.11771(W)     ADJUSTED  
 ET1026* NAVD 88     -      1892.7    (meters)    6210.     (feet)  VERTCON   
 ET1026  ___________________________________________________________________
 ET1026  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 ET1026  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 ET1026  HORZ ORDER  -  FIRST
 ET1026
 ET1026.The horizontal coordinates were established by classical geodetic methods
 ET1026.and adjusted by the National Geodetic Survey in August 1993.
 ET1026
 ET1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1026
 ET1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1026
 ET1026.The geoid height was determined by GEOID03.
 ET1026
 ET1026;                    North         East     Units Scale Factor Converg.
 ET1026;SPC AZ W     -   423,441.231   241,157.947   MT  0.99994285   +0 10 24.6
 ET1026;SPC AZ W     - 1,389,242.88    791,200.61   iFT  0.99994285   +0 10 24.6
 ET1026;SPC AZ C     -   424,451.519    73,436.540   MT  1.00014124   -0 52 24.3
 ET1026;SPC AZ C     - 1,392,557.48    240,933.53   iFT  1.00014124   -0 52 24.3
 ET1026;UTM  12      - 3,855,587.829   276,268.364   MT  1.00021698   -1 23 50.1
 ET1026
 ET1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1026!SPC AZ W     -   0.99970738  x   0.99994285  =   0.99965025
 ET1026!SPC AZ C     -   0.99970738  x   1.00014124  =   0.99984858
 ET1026!UTM  12      -   0.99970738  x   1.00021698  =   0.99992430
 ET1026
 ET1026|---------------------------------------------------------------------|
 ET1026| PID    Reference Object                     Distance      Geod. Az  |
 ET1026|                                                           dddmmss.s |
 ET1026| CH2781 BONNER RM 1                           6.319 METERS 09625     |
 ET1026| ET1117 LOS ANGELES PRESCOTT AWY BN 29      APPROX.39.0 KM 2700255.8 |
 ET1026| CH2782 BONNER RM 2                           3.168 METERS 29331     |
 ET1026| CH2780 BONNER AZ MK                                       3333120.1 |
 ET1026|---------------------------------------------------------------------|
 ET1026
 ET1026                          SUPERSEDED SURVEY CONTROL
 ET1026
 ET1026  NAD 83(1986)-  34 49 04.78948(N)    113 26 46.12375(W) AD(       ) 1
 ET1026  NAD 27      -  34 49 04.74200(N)    113 26 43.37100(W) AD(       ) 1
 ET1026  NGVD 29 (07/19/86) 1891.8    (m)         6207.     (f) VERT ANG    3  
 ET1026
 ET1026.Superseded values are not recommended for survey control.
 ET1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1026.See file dsdata.txt to determine how the superseded data were derived.
 ET1026
 ET1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7626855588(NAD 83)
 ET1026_MARKER: DS = TRIANGULATION STATION DISK
 ET1026_SETTING: 66 = SET IN ROCK OUTCROP
 ET1026
 ET1026  HISTORY     - Date     Condition        Report By
 ET1026  HISTORY     - 1944     MONUMENTED       CGS
 ET1026  HISTORY     - 1950     GOOD             CGS
 ET1026
 ET1026                          STATION DESCRIPTION
 ET1026
 ET1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1026'STATION IS ABOUT 12 MILES NE OF WIKIEUP ALONG BONNER CANYON.
 ET1026'IT IS ON THE S END OF A DARK-COLORED HILL THAT HAS A FLAT ON
 ET1026'THE S END WHICH BREAKS OFF TO GREY ROCK OUTCROPS.  THIS GIVES
 ET1026'IT THE APPEARANCE OF A HILL WITH A LARGE GREY SPOT ON ITS S
 ET1026'END.  IT IS THE S HILL OF THREE OF ABOUT THE SAME ELEVATION LYING
 ET1026'APPROXIMATELY IN A NW-SE LINE AND ABOUT 1/2 MILE APART.
 ET1026'
 ET1026'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE.  IT IS STAMPED
 ET1026'BONNER 1944.
 ET1026'
 ET1026'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 ET1026'BONNER NO 1 1944.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 ET1026'THE STATION MARK.
 ET1026'
 ET1026'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS
 ET1026'STAMPED BONNER NO 2 1944.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ET1026'THAN THE STATION MARK.
 ET1026'
 ET1026'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 ET1026'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 ET1026'BONNER 1944.  IT IS ON THE HIGHEST POINT OF A HILL AT ABOUT THE
 ET1026'SAME HEIGHT AS THE STATION AND IS REACHED BY CROSSING THE
 ET1026'SADDLE FROM THE STATION TO THE NEXT HILL.
 ET1026'
 ET1026'TO REACH STATION FROM WIKIEUP, GO N ON THE WIKIEUP-KINGMAN
 ET1026'ROAD FOR 5.2 MILES TO THE MAIL BOX AND ROAD ON THE RIGHT LEADING
 ET1026'TO THE LANE CORNWALL RANCH.  TURN RIGHT AND CROSS THE BIG
 ET1026'SANDY RIVER, CONTINUE TO OLD RANCH BUILDINGS AND THENCE TO
 ET1026'THE RIGHT FOR 0.5 MILE TO THE CORNWALL RANCH.  FROM HERE A ROAD
 ET1026'LEADS E THROUGH THE RANCH YARD AND THROUGH A GATE TO WHAT IS
 ET1026'CALLED THE OLD MINE ROAD.  FROM THIS GATE CONTINUE ON THE OLD
 ET1026'MINE ROAD FOR 9.3 MILES TO WHERE THE ROAD COMES INTO A WASH
 ET1026'AND TURNS SHARPLY TO THE RIGHT AND UP A SHARP INCLINE WHEN
 ET1026'LEAVING IT.  LEAVE THE ROAD AND PROCEED LEFT UP THE WASH FOR 0.5
 ET1026'MILE TO A PROMINENT SADDLE ON THE RIGHT AND A SLIGHT FORK IN
 ET1026'THE WASH WHICH IS THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET1026'ACROSS THE SADDLE AND INTO A WASH WHICH HAS A WHITE ROCK
 ET1026'BOTTOM.  FROM HERE A LONG RIDGE CAN BE SEEN LEADING E TO
 ET1026'A SADDLE BETWEEN TWO HILLS.  THE STATION IS ON THE HILL TO THE
 ET1026'RIGHT AND THE AZIMUTH MARK IS ON THE HILL TO THE LEFT.
 ET1026'PACK TO THE TOP OF THE RIDGE AND THENCE ALONG IT TO THE
 ET1026'SADDLE, THENCE TO THE RIGHT TO THE TOP AND THE HIGHEST POINT
 ET1026'OF ROUGH ROCK OUTCROP, THE STATION BEING 16 FEET ESE OF THE
 ET1026'HIGHEST POINT.  A ROCK CAIRN HAS BEEN PLACED ON THE
 ET1026'HIGHEST POINT.
 ET1026
 ET1026                          STATION RECOVERY (1950)
 ET1026
 ET1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1026'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 ET1026'IN GOOD CONDITION.
 ET1026'
 ET1026'THE DISTANCE AND DIRECTION WERE CHECKED TO THE AZIMUTH MARK.
 ET1026'
 ET1026'THE DIRECTION WAS CHECKED TO REFERENCE MARK NO. 1.  HOWEVER,
 ET1026'THE DISTANCE WAS FOUND TO BE 6.319 METERS INSTEAD OF 6.298
 ET1026'METERS.
 ET1026'
 ET1026'REFERENCE MARK NO. 2 WAS TOO CLOSE ON WHICH TO FOCUS.  IT
 ET1026'WAS FOUND TO BE IN AZIMUTH 114 DEG 34 MIN INSTEAD OF 113 DEG 31
 ET1026'MIN 16 SEC.  THE DISTANCE WAS FOUND TO BE 3.168 METERS INSTEAD
 ET1026'OF 3.156 METERS.
 ET1026'
 ET1026'THE 1944 ROUTE TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1964 ***********************************************************************
 DU1964  DESIGNATION -  BOOT
 DU1964  PID         -  DU1964
 DU1964  STATE/COUNTY-  AZ/GILA
 DU1964  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU1964
 DU1964                         *CURRENT SURVEY CONTROL
 DU1964  ___________________________________________________________________
 DU1964* NAD 83(1992)-  33 14 47.25664(N)    110 29 02.70241(W)     ADJUSTED  
 DU1964* NAVD 88     -       948.9    (meters)    3113.     (feet)  VERTCON   
 DU1964  ___________________________________________________________________
 DU1964  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DU1964  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DU1964  HORZ ORDER  -  FIRST
 DU1964
 DU1964.The horizontal coordinates were established by classical geodetic methods
 DU1964.and adjusted by the National Geodetic Survey in August 1993.
 DU1964
 DU1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1964
 DU1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1964
 DU1964.The geoid height was determined by GEOID03.
 DU1964
 DU1964;                    North         East     Units Scale Factor Converg.
 DU1964;SPC AZ E     -   249,127.800   183,781.974   MT  0.99991078   -0 10 26.5
 DU1964;SPC AZ E     -   817,348.43    602,959.23   iFT  0.99991078   -0 10 26.5
 DU1964;UTM  12      - 3,678,728.713   548,060.543   MT  0.99962848   +0 16 58.3
 DU1964
 DU1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1964!SPC AZ E     -   0.99985536  x   0.99991078  =   0.99976615
 DU1964!UTM  12      -   0.99985536  x   0.99962848  =   0.99948389
 DU1964
 DU1964:                Primary Azimuth Mark                     Grid Az
 DU1964:SPC AZ E     -  PERIDOT MISSION SCHOOL BELFRY            019 45 47.3
 DU1964:UTM  12      -  PERIDOT MISSION SCHOOL BELFRY            019 18 22.5
 DU1964
 DU1964|---------------------------------------------------------------------|
 DU1964| PID    Reference Object                     Distance      Geod. Az  |
 DU1964|                                                           dddmmss.s |
 DU1964| DU1969 PERIDOT MISSION SCHOOL BELFRY       APPROX. 7.8 KM 0193520.8 |
 DU1964| CD1673 BOOT AZ MK                                         0280419.4 |
 DU1964| DU1967 MOUNT TRIPLET PEAK                  APPROX.16.5 KM 0491020.6 |
 DU1964| CD1674 BOOT RM 1                            12.902 METERS 07557     |
 DU1964| CD1675 BOOT RM 2                            13.265 METERS 16242     |
 DU1964| DU1975 COOLIDGE DAM WATER TANK             APPROX. 8.9 KM 2082535.3 |
 DU1964|---------------------------------------------------------------------|
 DU1964
 DU1964                          SUPERSEDED SURVEY CONTROL
 DU1964
 DU1964  NAD 83(1986)-  33 14 47.25253(N)    110 29 02.70281(W) AD(       ) 1
 DU1964  NAD 27      -  33 14 47.04000(N)    110 29 00.34600(W) AD(       ) 1
 DU1964  NGVD 29 (07/19/86)  948.3    (m)         3111.     (f) VERT ANG    3  
 DU1964
 DU1964.Superseded values are not recommended for survey control.
 DU1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1964.See file dsdata.txt to determine how the superseded data were derived.
 DU1964
 DU1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4806178729(NAD 83)
 DU1964_MARKER: DS = TRIANGULATION STATION DISK
 DU1964_SETTING: 0 = UNSPECIFIED SETTING
 DU1964
 DU1964  HISTORY     - Date     Condition        Report By
 DU1964  HISTORY     - 1945     MONUMENTED       CGS
 DU1964  HISTORY     - 1960     GOOD             CGS
 DU1964
 DU1964                          STATION DESCRIPTION
 DU1964
 DU1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1964'STATION IS LOCATED ABOUT 7-1/4 MILES S OF SAN CARLOS AND 6 MILES N
 DU1964'OF COOLIDGE DAM.  IT IS ON WHAT IS LOCALLY KNOWN AS THE IRON FLATS
 DU1964'HILLS, THREE HILLS RISING ABOVE THE SURROUNDING COUNTRY, THE
 DU1964'STATION BEING ON THE MOST E HILL.
 DU1964'
 DU1964'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 70
 DU1964'ABOUT 1 MILE E OF GLOBE, GO E ON U.S. HIGHWAY 70 FOR 19.0 MILES
 DU1964'TO THE GRAVEL ROAD LEADING LEFT TO SAN CARLOS.  TURN LEFT AND
 DU1964'CONTINUE FOR 0.8 MILE TO A SMALL WOODEN BRIDGE, CONTINUE FOR 0.2
 DU1964'MILE TO A DIM TRACK ROAD LEADING TO THE RIGHT DOWN INTO A WASH
 DU1964'AND TOWARD THE FLAT-TOPPED HILL TO THE RIGHT.  FOLLOW THIS DIM
 DU1964'TRACK ROAD TOWARD THE HILL AS IT PASSES OUT OF THE WASH ONTO THE
 DU1964'RIDGE ON THE LEFT FOR 1.0 MILE TO THE BASE OF THE HILL AND THE
 DU1964'END OF TRUCK TRAVEL.  FROM HERE PACK TO THE RIGHT AND UP TO
 DU1964'THE RIMROCK FORMING THE POINT, THENCE E ON THE FLAT TOP FOR
 DU1964'ABOUT 200 YARDS TO THE STATION.
 DU1964'
 DU1964'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 3-INCH
 DU1964'IRON PIPE PROJECTING ABOUT 6 INCHES AND IS STAMPED BOOT 1945.
 DU1964'IT IS 42 FEET S OF THE N EDGE OF THE RIM AND 42 FEET N OF THE S
 DU1964'EDGE OF THE RIM.
 DU1964'
 DU1964'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1964'PROJECTING ABOUT 5 INCHES ABOVE THE SURROUNDING GROUND AND IS
 DU1964'STAMPED BOOT NO 1 1945.  IT IS ENE OF THE STATION, ABOUT LEVEL
 DU1964'WITH IT, AND 22 FEET S OF THE N EDGE OF THE RIM.
 DU1964'
 DU1964'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK THAT IS
 DU1964'ABOUT 3 INCHES LOWER THAN THE SURROUNDING GROUND AND IS STAMPED
 DU1964'BOOT NO 2 1945.  IT IS SSE OF THE STATION, ABOUT LEVEL WITH IT,
 DU1964'AND 14 FEET N OF THE S EDGE OF THE RIM.
 DU1964'
 DU1964'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 DU1964'ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED BOOT 1945.  IT IS
 DU1964'ABOUT 1/2 MILE NNE OF THE STATION AND IS REACHED AS FOLLOWS--IN
 DU1964'PLACE OF TURNING RIGHT ON THE DIM TRACK ROAD TOWARD THE STATION
 DU1964'CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 1.3 MILES TO A
 DU1964'WOODEN BRIDGE, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A WITNESS
 DU1964'POST ON THE RIGHT.  FROM HERE HIKE ABOUT 1/4 MILE DIRECTLY TOWARD
 DU1964'WHAT APPEARS TO BE THE HIGHEST POINT ON THE LONG FLAT HILL ON
 DU1964'WHICH THE STATION IS LOCATED, THIS POINT IS ON THE CREST OF A
 DU1964'SMALL RIDGE LEADING TO THE RIGHT INTO THE HILL CLOSET TO THE
 DU1964'GRAVEL ROAD.  THE MARK IS ON THIS RIDGE, ABOUT 200 FEET FROM THE
 DU1964'BASE OF THE HILL TO THE RIGHT, AND ABOUT 11 FEET W OF A LARGE
 DU1964'ROCK CAIRN.
 DU1964
 DU1964                          STATION RECOVERY (1960)
 DU1964
 DU1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1964'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  U.S.
 DU1964'HIGHWAY 70 IS RELOCATED, AND A NEW DESCRIPTION FOLLOWS.
 DU1964'
 DU1964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 70
 DU1964'IN THE EASTERN PART OF GLOBE, GO SOUTHWARD ON U.S. 70 FOR 6.9 MILES
 DU1964'TO A FORK IN CUTTER, TAKE THE RIGHT FORK TOWARD COOLIDGE DAM FOR
 DU1964'11.6 MILES TO A ROAD LEFT AT SIGN SAN CARLOS.  TAKE THE DIRT ROAD
 DU1964'LEFT AND GO 0.8 MILE TO A BRIDGE, CONTINUE AHEAD FOR 0.2 MILE TO
 DU1964'A DIM TRACK ROAD LEFT, TURN LEFT AND GO ABOUT 1 MILE TO THE BASE
 DU1964'OF THE HILL AND END OF TRUCK TRAVEL.  PACK UP OVER THE NEAR
 DU1964'POINT OF THE HILL AND FOR ABOUT 0.1 MILE TO THE STATION ON THE
 DU1964'FLAT TOP.
 DU1964'
 DU1964'STATION MARK IS A STANDARD DISK STAMPED BOOT 1945, SET IN THE TOP
 DU1964'OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 42 FEET
 DU1964'NORTH OF THE SOUTH RIM AND 42 FEET SOUTH OF THE NORTH RIM OF THE
 DU1964'HILL.
 DU1964'
 DU1964'R.M. 1 IS A STANDARD DISK STAMPED BOOT NO 1 1945, SET IN A DRILL
 DU1964'HOLE IN A BOULDER THAT PROJECTS ABOUT 5 INCHES AND IS 22 FEET
 DU1964'SOUTH OF THE NORTH RIM OF THE HILL.
 DU1964'
 DU1964'R.M. 2 IS A STANDARD DISK STAMPED BOOT NO 2 1945, SET IN A DRILL
 DU1964'HOLE IN BEDROCK THAT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 DU1964'GROUND AND 14 FEET NORTH OF THE SOUTH RIM OF THE HILL.
 DU1964'
 DU1964'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOOT 1945, SET IN A
 DU1964'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 8 INCHES AND IS 11 FEET
 DU1964'WEST OF A LARGE CAIRN.  TO REACH FROM THE BRIDGE MENTIONED ABOVE,
 DU1964'CONTINUE AHEAD (EASTERLY) FOR 1.7 MILES TO A WITNESS POST ON THE
 DU1964'RIGHT AND END OF TRUCK TRAVEL.  PACK TOWARD THE STATION FOR ABOUT
 DU1964'0.25 MILE TO THE CAIRN AND MARK ON A LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0980 ***********************************************************************
 CG0980  DESIGNATION -  BOQUILLA
 CG0980  PID         -  CG0980
 CG0980  STATE/COUNTY-  AZ/COCHISE
 CG0980  USGS QUAD   -  MC GREW SPRING (1973)
 CG0980
 CG0980                         *CURRENT SURVEY CONTROL
 CG0980  ___________________________________________________________________
 CG0980* NAD 83(1992)-  31 46 07.35474(N)    110 18 25.12099(W)     ADJUSTED  
 CG0980* NAVD 88     -      1280.7    (meters)    4202.     (feet)  VERTCON   
 CG0980  ___________________________________________________________________
 CG0980  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CG0980  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0980  HORZ ORDER  -  SECOND
 CG0980
 CG0980.The horizontal coordinates were established by classical geodetic methods
 CG0980.and adjusted by the National Geodetic Survey in August 1993.
 CG0980
 CG0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0980
 CG0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0980
 CG0980.The geoid height was determined by GEOID03.
 CG0980
 CG0980;                    North         East     Units Scale Factor Converg.
 CG0980;SPC AZ E     -    85,231.574   200,069.685   MT  0.99990218   -0 04 25.9
 CG0980;SPC AZ E     -   279,631.15    656,396.60   iFT  0.99990218   -0 04 25.9
 CG0980;UTM  12      - 3,515,008.330   565,624.134   MT  0.99965311   +0 21 53.6
 CG0980
 CG0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0980!SPC AZ E     -   0.99980333  x   0.99990218  =   0.99970553
 CG0980!UTM  12      -   0.99980333  x   0.99965311  =   0.99945651
 CG0980
 CG0980:                Primary Azimuth Mark                     Grid Az
 CG0980:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               091 44 34.0
 CG0980:UTM  12      -  PHOENIX EL PASO AWY BCN 16               091 18 14.5
 CG0980
 CG0980|---------------------------------------------------------------------|
 CG0980| PID    Reference Object                     Distance      Geod. Az  |
 CG0980|                                                           dddmmss.s |
 CG0980| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.15.3 KM 0914008.1 |
 CG0980| CC6136 BOQUILLA AZ MK                                     1070803.0 |
 CG0980| CC6137 BOQUILLA RM 1                        16.272 METERS 13148     |
 CG0980| CC6138 BOQUILLA RM 2                        27.070 METERS 24722     |
 CG0980|---------------------------------------------------------------------|
 CG0980
 CG0980                          SUPERSEDED SURVEY CONTROL
 CG0980
 CG0980  NAD 83(1986)-  31 46 07.34952(N)    110 18 25.12001(W) AD(       ) 2
 CG0980  NAD 27      -  31 46 07.03400(N)    110 18 22.81600(W) AD(       ) 2
 CG0980  NGVD 29 (06/28/91) 1279.8    (m)         4199.     (f) VERT ANG    3  
 CG0980
 CG0980.Superseded values are not recommended for survey control.
 CG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0980.See file dsdata.txt to determine how the superseded data were derived.
 CG0980
 CG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6562415008(NAD 83)
 CG0980_MARKER: DS = TRIANGULATION STATION DISK
 CG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0980+STABILITY: SURFACE MOTION
 CG0980
 CG0980  HISTORY     - Date     Condition        Report By
 CG0980  HISTORY     - 1946     MONUMENTED       CGS
 CG0980  HISTORY     - 1986     GOOD             AZDT
 CG0980
 CG0980                          STATION DESCRIPTION
 CG0980
 CG0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0980'THE STATION IS LOCATED BY APPROXIMATE AIRLINE DISTANCES AT 15-1/2
 CG0980'MILES NNE OF FT. HUACHUCA, 10-1/2 MILES SW OF ST. DAVID, 6
 CG0980'MILES W OF THE SAN PEDRO RIVER, AND 3.7 MILES E OF THE CORONADO
 CG0980'NATIONAL FOREST BOUNDARY.  IT IS ON OPEN ROLLING MESA COUNTRY.
 CG0980'
 CG0980'TO REACH STATION FROM POST OFFICE IN FAIRBANK, GO W ON STATE
 CG0980'HIGHWAY 82 FOR 9.6 MILES TO THE E JUNCTION OF STATE HIGHWAY 92.
 CG0980'CONTINUE STRAIGHT AHEAD ON HIGHWAY 82 FOR 1.3 MILES TO NARROW
 CG0980'GRAVEL CROSS ROAD.  HERE TURN RIGHT, N, AND GO 0.6 MILE TO
 CG0980'WIRE GATE AND BROKEN-DOWN CATTLE GUARD.  PASS THROUGH GATE
 CG0980'AND CONTINUE FOR 2.6 MILES NW ON THE MAIN TRAVELED ROAD TO THE
 CG0980'MANISTEE RANCH HOUSE.  HERE BEAR HARD RIGHT AND FOLLOW TRACK
 CG0980'ROAD NE FOR 1.9 MILES TO WOOD GATE AT WINDMILL, TANK AND
 CG0980'CORRALS.  PASS THROUGH GATE AND TAKE RIGHT FORK AT FENCE CORNER
 CG0980'JUST BEYOND.  FROM HERE CONTINUE ON TRACK ROAD FOR 1.1 MILES TO
 CG0980'WIRE GATE.  PASS THROUGH AND CONTINUE FOR 1.1 MILES TO THREE
 CG0980'GATES IN CORRALS AT WINDMILL.  PASS THROUGH ALL THREE AND
 CG0980'CONTINUE STRAIGHT AHEAD, E, ON BADLY WASHED-OUT ROAD FOR 0.5
 CG0980'MILE TO EARTH DAMS.  HERE KEEP JUST N OF DAMS AND CONTINUE
 CG0980'FOR 0.9 MILE TO TWO WIRE GATES.  PASS THROUGH THE LEFT, N, GATE
 CG0980'AND FOLLOW MAIN TRAVELED ROAD FOR 0.8 MILE.  (AZIMUTH MARK
 CG0980'IS 0.4 MILE BEYOND IN THE BASE OF THE WINDMILL WHICH IS
 CG0980'VISIBLE FROM THIS POINT.) HERE TURN LEFT, N, AND GO
 CG0980'ACROSS COUNTRY FOR 0.25 MILE TO LOW RISE IN GROUND,
 CG0980'FENCELINE, AND STATION SITE.
 CG0980'
 CG0980'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BOQUILLA
 CG0980'1946, AND IS SET IN A 12-INCH-SQUARE CONCRETE POST THAT PROJECTS
 CG0980'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED 11 FEET S OF THE
 CG0980'FENCE LINE AND 8-1/2 FEET NNE OF A 4- BY 4-INCH WHITE WITNESS
 CG0980'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CG0980'
 CG0980'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BOQUILLA
 CG0980'NO 1 1946, AND IS SET IN A 10-INCH SQUARE CONCRETE POST THAT
 CG0980'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES
 CG0980'LOWER THAN STATION.
 CG0980'
 CG0980'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED BOQUILLA
 CG0980'NO 2 1946, AND IS SET IN A 10-INCH SQUARE CONCRETE POST THAT
 CG0980'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT LEVEL
 CG0980'WITH THE STATION.
 CG0980'
 CG0980'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED BOQUILLA
 CG0980'1946, AND IS SET IN THE CONCRETE BASE OF A WINDMILL THAT PROJECTS
 CG0980'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED APPROXIMATELY
 CG0980'6.4 FEET NW OF THE BUILDING LINE OF THE PUMPHOUSE AND 2 FEET
 CG0980'SE OF THE STANDPIPE UNDER WINDMILL.  IT IS APPROXIMATELY 1/2
 CG0980'MILE ESE OF THE STATION.
 CG0980'
 CG0980'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CG0980
 CG0980                          STATION RECOVERY (1986)
 CG0980
 CG0980'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0980'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0980'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0980'
 CG0980'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG0980'10 FOR 3 MILES TO THE STATE ROUTE 90 TRAFFIC INTERCHANGE.  TRAVEL
 CG0980'SOUTH ALONG S.R. 90 FOR 13.6 MILES TO A DIRT ROAD ON THE LEFT AT MILE
 CG0980'POST 304.3.  TURN LEFT AND TRAVEL EAST 0.05 MILE TO A GATE.  PASS
 CG0980'THROUGH THE GATE AND TRAVEL 1.05 MILES TO A FORK AT A WINDMILL AND
 CG0980'CORRALS.  TAKE THE LEFT FORK FOR 1.15 MILES TO A FORK.  TAKE THE LEFT
 CG0980'FORK FOR 0.7 MILE TO A TRACK ROAD AT A FENCE CORNER.  TURN RIGHT AND
 CG0980'TRAVEL EAST ON THE TRACK ROAD FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.
 CG0980'THE STATION IS 60 FEET SOUTH OF THE TRACK ROAD AND 11 FEET SOUTH OF AN
 CG0980'EAST, WEST FENCE LINE.  THIS AREA IS REPORTED TO BE A MUD FLAT AFTER A
 CG0980'RAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0845 ***********************************************************************
 ES0845  DESIGNATION -  BORROW
 ES0845  PID         -  ES0845
 ES0845  STATE/COUNTY-  AZ/COCONINO
 ES0845  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0845
 ES0845                         *CURRENT SURVEY CONTROL
 ES0845  ___________________________________________________________________
 ES0845* NAD 83(1992)-  34 35 43.76238(N)    111 14 49.29214(W)     ADJUSTED  
 ES0845* NAVD 88     -      2199.9    (meters)    7218.     (feet)  VERTCON   
 ES0845  ___________________________________________________________________
 ES0845  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 ES0845  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0845  HORZ ORDER  -  SECOND
 ES0845
 ES0845.The horizontal coordinates were established by classical geodetic methods
 ES0845.and adjusted by the National Geodetic Survey in August 1993.
 ES0845
 ES0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0845
 ES0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0845
 ES0845.The geoid height was determined by GEOID03.
 ES0845
 ES0845;                    North         East     Units Scale Factor Converg.
 ES0845;SPC AZ C     -   398,907.384   274,783.974   MT  0.99994649   +0 22 48.8
 ES0845;SPC AZ C     - 1,308,751.26    901,522.22   iFT  0.99994649   +0 22 48.8
 ES0845;UTM  12      - 3,828,213.613   477,348.112   MT  0.99960632   -0 08 24.9
 ES0845
 ES0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0845!SPC AZ C     -   0.99965848  x   0.99994649  =   0.99960499
 ES0845!UTM  12      -   0.99965848  x   0.99960632  =   0.99926494
 ES0845
 ES0845:                Primary Azimuth Mark                     Grid Az
 ES0845:SPC AZ C     -  CLIFF                                    067 26 07.9
 ES0845:UTM  12      -  CLIFF                                    067 57 21.6
 ES0845
 ES0845|---------------------------------------------------------------------|
 ES0845| PID    Reference Object                     Distance      Geod. Az  |
 ES0845|                                                           dddmmss.s |
 ES0845| ES0847 CLIFF                               APPROX. 1.7 KM 0674856.7 |
 ES0845| DZ1280 BORROW RM 1                           9.624 METERS 13058     |
 ES0845| DZ1281 BORROW RM 2                           7.532 METERS 21456     |
 ES0845|---------------------------------------------------------------------|
 ES0845
 ES0845                          SUPERSEDED SURVEY CONTROL
 ES0845
 ES0845  NAD 83(1986)-  34 35 43.75413(N)    111 14 49.29660(W) AD(       ) 2
 ES0845  NGVD 29 (07/10/87) 2199.0    (m)         7215.     (f) VERT ANG    3  
 ES0845
 ES0845.Superseded values are not recommended for survey control.
 ES0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0845.See file dsdata.txt to determine how the superseded data were derived.
 ES0845
 ES0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7734828214(NAD 83)
 ES0845_MARKER: DS = TRIANGULATION STATION DISK
 ES0845_SETTING: 80 = SET IN A BOULDER
 ES0845_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0845+STABILITY: SURFACE MOTION
 ES0845
 ES0845  HISTORY     - Date     Condition        Report By
 ES0845  HISTORY     - 1981     MONUMENTED       AZDT
 ES0845
 ES0845                          STATION DESCRIPTION
 ES0845
 ES0845'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0845'THE STATION IS LOCATED 18.5 MILES NORTHEAST OF PINE AND 3 MILES SOUTH
 ES0845'WEST OF THE BLUE RIDGE RANGER STATION.
 ES0845'
 ES0845'THE STATION MARK IS AN AZDT DISK STAMPED---BORROW 1981---SET IN A
 ES0845'DRILL HOLE IN A BOULDER WHICH IS 6 FEET SOUTH OF A CAIRN.
 ES0845'
 ES0845'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BORROW RM 1 1981---SET
 ES0845'IN A DRILL HOLE IN ROCK.
 ES0845'
 ES0845'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BORROW RM 2 1981---.
 ES0845'IT IS SET IN A DRILL HOLE IN A ROCK.
 ES0845'
 ES0845'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTHEAST ON
 ES0845'ARIZON HIGHWAY 87 FOR 27.05 MILES TO FOREST TRAIL 751 WHICH LEADS TO
 ES0845'BLUE RIDGE RESERVOIR, CONTINUE NORTHEAST ALONG THE HIGHWAY FOR 0.25
 ES0845'MILE TO A TRAIL ROAD ON THE LEFT.  TURN LEFT AND TRAVEL ABOUT 350 FEET
 ES0845'TO A GATE, PASS THROUGH GATE AND TRAVEL 0.3 MILE TO THE NORTHEAST END
 ES0845'OF A BORROW PIT AND END OF TRUCK TRAVEL.  PACK UP HILL ABOUT 300 FEET
 ES0845'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2136 ***********************************************************************
 DU2136  DESIGNATION -  BOSWELL
 DU2136  PID         -  DU2136
 DU2136  STATE/COUNTY-  AZ/MARICOPA
 DU2136  USGS QUAD   -  GILA BUTTE (1981)
 DU2136
 DU2136                         *CURRENT SURVEY CONTROL
 DU2136  ___________________________________________________________________
 DU2136* NAD 83(1992)-  33 12 53.49215(N)    111 50 29.10714(W)     ADJUSTED  
 DU2136* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 DU2136  ___________________________________________________________________
 DU2136  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DU2136  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2136  HORZ ORDER  -  SECOND
 DU2136
 DU2136.The horizontal coordinates were established by classical geodetic methods
 DU2136.and adjusted by the National Geodetic Survey in August 1993.
 DU2136
 DU2136.The orthometric height was scaled from a topographic map.
 DU2136
 DU2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2136
 DU2136.The geoid height was determined by GEOID03.
 DU2136
 DU2136;                    North         East     Units Scale Factor Converg.
 DU2136;SPC AZ C     -   245,580.907   220,374.374   MT  0.99990061   +0 02 28.4
 DU2136;SPC AZ C     -   805,711.64    723,013.04   iFT  0.99990061   +0 02 28.4
 DU2136;UTM  12      - 3,675,422.040   421,588.106   MT  0.99967580   -0 27 39.4
 DU2136
 DU2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2136!SPC AZ C     -   0.99994653  x   0.99990061  =   0.99984715
 DU2136!UTM  12      -   0.99994653  x   0.99967580  =   0.99962235
 DU2136
 DU2136|---------------------------------------------------------------------|
 DU2136| PID    Reference Object                     Distance      Geod. Az  |
 DU2136|                                                           dddmmss.s |
 DU2136| CH4407 BOSWELL RM 1                         22.204 METERS 06245     |
 DU2136| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX. 4.3 KM 1320042.7 |
 DU2136| DU2118 SACATON PEAK AIR BEACON             APPROX.28.2 KM 1462448.7 |
 DU2136| CH4409 BOSWELL RM 3 AZIMUTH                               2681333.6 |
 DU2136| CH4408 BOSWELL RM 2                          9.336 METERS 31334     |
 DU2136|---------------------------------------------------------------------|
 DU2136
 DU2136                          SUPERSEDED SURVEY CONTROL
 DU2136
 DU2136  NAD 83(1986)-  33 12 53.48578(N)    111 50 29.11081(W) AD(       ) 2
 DU2136  NAD 27      -  33 12 53.29700(N)    111 50 26.61300(W) AD(       ) 2
 DU2136
 DU2136.Superseded values are not recommended for survey control.
 DU2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2136.See file dsdata.txt to determine how the superseded data were derived.
 DU2136
 DU2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2158875422(NAD 83)
 DU2136_MARKER: DS = TRIANGULATION STATION DISK
 DU2136_SETTING: 66 = SET IN ROCK OUTCROP
 DU2136
 DU2136  HISTORY     - Date     Condition        Report By
 DU2136  HISTORY     - 1935     MONUMENTED       CGS
 DU2136  HISTORY     - 1963     SEE DESCRIPTION  AMS
 DU2136  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU2136
 DU2136                          STATION DESCRIPTION
 DU2136
 DU2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2136'SIX AND ONE-TENTH MILES SOUTH OF CHANDLER, ON THE WEST SIDE
 DU2136'OF STATE HIGHWAY NO. 87 NEAR PUMP HOUSE NO. 15, 1.9 METERS
 DU2136'SOUTH OF THE SOUTHWEST CORNER OF THE PUMPHOUSE, 1.2 METERS
 DU2136'NORTH OF THE NORTH SIDE OF THE MAIN DITCH, AND 1.0 METER EAST
 DU2136'OF THE EAST SIDE OF THE SPUR DITCH.  MARKED BY A STANDARD
 DU2136'BRONZE DISK.  REFERENCE MARK NO. 1,
 DU2136'A STANDARD BRONZE REFERENCE DISK SET IN WEST SIDE OF CULVERT
 DU2136'ON HIGHWAY NO. 87, IS 22.204 METERS (72.85 FEET) FROM STATION
 DU2136'N 62 DEG 45 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU2136'BRONZE REFERENCE DISK, IS 9.336 METERS (30.63
 DU2136'FEET) FROM STATION N 46 DEG 26 MIN W.  THE AZIMUTH
 DU2136'MARK (REFERENCE MARK NO. 3), A DISK SET IN DRILL HOLE IN
 DU2136'THE GATE OF MAIN DITCH AT THE FIRST SPUR WEST OF STATION,
 DU2136'IS ABOUT 500 FEET FROM STATION S 88 DEG 14 MIN W.
 DU2136
 DU2136                          STATION RECOVERY (1963)
 DU2136
 DU2136'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 DU2136'IN 1960 THE STATION MARK AND R.M. 3 WERE RECOVERED IN GOOD
 DU2136'CONDITION.
 DU2136'
 DU2136'IN 1963 THE STATION WAS PROBABLY DESTROYED.  SUB-SURFACE MARK
 DU2136'WAS FOUND DESTROYED.  RECENT HIGHWAY AND DITCH CONSTRUCTION
 DU2136'IN THE AREA WAS RESPONSIBLE FOR THE DESTRUCTION OF THE MARKS.
 DU2136
 DU2136                          STATION RECOVERY (2007)
 DU2136
 DU2136'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2136'THE PUMPHOUSE HAS BEEN REMOVED, BUT THE POWER POLE AND TRANSFORMERS
 DU2136'STILL MARK THE SITE. THE MARK AND REFERENCE MARKS WERE SEARCHED FOR
 DU2136'BUT NOT FOUND. A BURIED CULVERT HEADWALL WAS FOUND BUT IT HELD NO
 DU2136'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2142 ***********************************************************************
 DU2142  DESIGNATION -  BOSWELL 2
 DU2142  PID         -  DU2142
 DU2142  STATE/COUNTY-  AZ/MARICOPA
 DU2142  USGS QUAD   -  GILA BUTTE (1981)
 DU2142
 DU2142                         *CURRENT SURVEY CONTROL
 DU2142  ___________________________________________________________________
 DU2142* NAD 83(1992)-  33 12 41.97669(N)    111 50 28.94598(W)     ADJUSTED  
 DU2142* NAVD 88     -       370.1    (meters)    1214.     (feet)  VERTCON   
 DU2142  ___________________________________________________________________
 DU2142  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DU2142  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2142  HORZ ORDER  -  SECOND
 DU2142
 DU2142.The horizontal coordinates were established by classical geodetic methods
 DU2142.and adjusted by the National Geodetic Survey in August 1993.
 DU2142
 DU2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2142
 DU2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2142
 DU2142.The geoid height was determined by GEOID03.
 DU2142
 DU2142;                    North         East     Units Scale Factor Converg.
 DU2142;SPC AZ C     -   245,226.178   220,378.803   MT  0.99990061   +0 02 28.5
 DU2142;SPC AZ C     -   804,547.83    723,027.57   iFT  0.99990061   +0 02 28.5
 DU2142;UTM  12      - 3,675,067.366   421,589.425   MT  0.99967580   -0 27 39.1
 DU2142
 DU2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2142!SPC AZ C     -   0.99994659  x   0.99990061  =   0.99984721
 DU2142!UTM  12      -   0.99994659  x   0.99967580  =   0.99962241
 DU2142
 DU2142|---------------------------------------------------------------------|
 DU2142| PID    Reference Object                     Distance      Geod. Az  |
 DU2142|                                                           dddmmss.s |
 DU2142| DU2143 BOSWELL 2 RM 2                       12.630 METERS 18228     |
 DU2142| DU2131 GILA BUTTE                          APPROX. 6.5 KM 1971333.8 |
 DU2142| CH4410 BOSWELL 2 RM 1                       12.615 METERS 35911     |
 DU2142|---------------------------------------------------------------------|
 DU2142
 DU2142                          SUPERSEDED SURVEY CONTROL
 DU2142
 DU2142  NAD 83(1986)-  33 12 41.97039(N)    111 50 28.94978(W) AD(       ) 2
 DU2142  NAD 27      -  33 12 41.78363(N)    111 50 26.45125(W) AD(       ) 2
 DU2142  NGVD 29 (07/19/86)  369.6    (m)         1213.     (f) VERT ANG    3  
 DU2142
 DU2142.Superseded values are not recommended for survey control.
 DU2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2142.See file dsdata.txt to determine how the superseded data were derived.
 DU2142
 DU2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2158975067(NAD 83)
 DU2142_MARKER: DD = SURVEY DISK
 DU2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2142
 DU2142  HISTORY     - Date     Condition        Report By
 DU2142  HISTORY     - 1975     MONUMENTED       AZDT
 DU2142  HISTORY     - 1979     GOOD             NGS
 DU2142  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU2142  HISTORY     - 20070928 MARK NOT FOUND   GEOCAC
 DU2142
 DU2142                          STATION DESCRIPTION
 DU2142
 DU2142'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2142'THE STATION IS ABOUT 6.2 MILES SOUTH OF CHANDLER ON THE WEST SIDE
 DU2142'OF STATE HIGHWAY 87-93 (ARIZONA AVE.).
 DU2142'
 DU2142'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BOSWELL 2
 DU2142'1975 AND SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK IS
 DU2142'62 FEET WEST OF SOUTHBOUND LANE OF HIGHWAY 87-93, 142 FEET NORTH
 DU2142'OF A MIDSECTION FARM ROAD RUNNING WEST AND IS MARKED BY A WITNESS
 DU2142'POST AND SIGN 3 FEET TO THE NORTH.
 DU2142'
 DU2142'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2142'BOSWELL 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2142'MONUMENT WHICH IS 46 FEET WEST OF SOUTHBOUND CENTERLINE OF
 DU2142'HIGHWAY 87-93.
 DU2142'
 DU2142'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2142'BOSWELL 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2142'46 FEET WEST OF CENTERLINE OF SOUTHBOUND LANE OF HIGHWAY 87-93.
 DU2142'
 DU2142'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAY 87-93
 DU2142'AND U.S. HIGHWAY 60, 70, 80 AND 89 IN MESA, GO SOUTH ON HIGHWAY
 DU2142'87-93, PASS THROUGH CHANDLER, FOR 13.53 MILES TO RIGGS ROAD,
 DU2142'CONTINUE SOUTH FOR 0.47 MILES TO THE STATION ON THE RIGHT.
 DU2142'
 DU2142'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2142
 DU2142                          STATION RECOVERY (1979)
 DU2142
 DU2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2142'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS ORIGINALLY
 DU2142'DESCRIBED.
 DU2142'
 DU2142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2142'6.2 MILES SOUTH OF CHANDLER.
 DU2142
 DU2142                          STATION RECOVERY (2006)
 DU2142
 DU2142'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2142'APPEARS TO HAVE BEEN DESTROYED WHEN THE ROAD WAS WIDENED.
 DU2142
 DU2142                          STATION RECOVERY (2007)
 DU2142
 DU2142'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2142'DID NOT FIND THE STATION MARK, REFERENCE MARK 1 OR REFERENCE MARK 2.
 DU2142'AT THE ADJUSTED COORDINATES FOUND THE DIRT AND GRAVEL SHOULDER FOR
 DU2142'STATE HIGHWAY 87 (ARIZONA AVENUE). THE WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0540 ***********************************************************************
 FS0540  DESIGNATION -  BOULDER
 FS0540  PID         -  FS0540
 FS0540  STATE/COUNTY-  AZ/MOHAVE
 FS0540  USGS QUAD   -  KINGMAN SE (1980)
 FS0540
 FS0540                         *CURRENT SURVEY CONTROL
 FS0540  ___________________________________________________________________
 FS0540* NAD 83(1992)-  35 07 08.59964(N)    114 06 51.16812(W)     ADJUSTED  
 FS0540* NAVD 88     -       879.524  (meters)    2885.57   (feet)  ADJUSTED  
 FS0540  ___________________________________________________________________
 FS0540  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 FS0540  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FS0540  DYNAMIC HT  -         878.504 (meters)    2882.23  (feet)  COMP
 FS0540  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 FS0540
 FS0540  HORZ ORDER  -  SECOND
 FS0540  VERT ORDER  -  FIRST     CLASS II
 FS0540
 FS0540.The horizontal coordinates were established by classical geodetic methods
 FS0540.and adjusted by the National Geodetic Survey in August 1993.
 FS0540
 FS0540.The orthometric height was determined by differential leveling
 FS0540.and adjusted in June 1991.
 FS0540
 FS0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0540
 FS0540.The geoid height was determined by GEOID03.
 FS0540
 FS0540.The dynamic height is computed by dividing the NAVD 88
 FS0540.geopotential number by the normal gravity value computed on the
 FS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0540.degrees latitude (g = 980.6199 gals.).
 FS0540
 FS0540.The modeled gravity was interpolated from observed gravity values.
 FS0540
 FS0540;                    North         East     Units Scale Factor Converg.
 FS0540;SPC AZ W     -   456,857.035   180,161.995   MT  0.99994691   -0 12 34.3
 FS0540;SPC AZ W     - 1,498,874.79    591,082.66   iFT  0.99994691   -0 12 34.3
 FS0540;UTM  11      - 3,890,057.902   762,988.721   MT  1.00045247   +1 39 39.9
 FS0540
 FS0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0540!SPC AZ W     -   0.99986650  x   0.99994691  =   0.99981342
 FS0540!UTM  11      -   0.99986650  x   1.00045247  =   1.00031891
 FS0540
 FS0540|---------------------------------------------------------------------|
 FS0540| PID    Reference Object                     Distance      Geod. Az  |
 FS0540|                                                           dddmmss.s |
 FS0540| FS0539 BOULDER RM 1                         23.520 METERS 12848     |
 FS0540| CC5240 HIGHWAY 66 STA 2242.8409                           1833000.6 |
 FS0540| CC6530 HIGHWAY 66 STA 2236+03                             1851646.4 |
 FS0540| FS0538 BOULDER RM 2                         11.210 METERS 31927     |
 FS0540|---------------------------------------------------------------------|
 FS0540
 FS0540                          SUPERSEDED SURVEY CONTROL
 FS0540
 FS0540  NAD 83(1986)-  35 07 08.60123(N)    114 06 51.16822(W) AD(       ) 2
 FS0540  NAD 27      -  35 07 08.59490(N)    114 06 48.33800(W) AD(       ) 2
 FS0540  NGVD 29 (??/??/92)  878.757  (m)         2883.06   (f) ADJ UNCH    1 2
 FS0540
 FS0540.Superseded values are not recommended for survey control.
 FS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0540.See file dsdata.txt to determine how the superseded data were derived.
 FS0540
 FS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6298990058(NAD 83)
 FS0540_MARKER: DE = TRAVERSE STATION DISK
 FS0540_SETTING: 80 = SET IN A BOULDER
 FS0540_SP_SET: BOULDER
 FS0540_STAMPING: BOULDER 1961
 FS0540_MARK LOGO: CGS   
 FS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0540+STABILITY: SURFACE MOTION
 FS0540
 FS0540  HISTORY     - Date     Condition        Report By
 FS0540  HISTORY     - 1961     MONUMENTED       CGS
 FS0540  HISTORY     - 1961     GOOD             CGS
 FS0540  HISTORY     - 1974     GOOD             NGS
 FS0540  HISTORY     - 1981     GOOD             AZDT
 FS0540  HISTORY     - 1981     GOOD             NGS
 FS0540
 FS0540                          STATION DESCRIPTION
 FS0540
 FS0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS0540'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF KINGMAN, ABOUT 0.15
 FS0540'MILE WEST OF U.S. HIGHWAY 66 AND ON THE EAST END OF A SMALL
 FS0540'ROCKY HILL THAT RUNS IN A EAST AND WEST DIRECTION.  THIS IS
 FS0540'THE HIGHEST HILL IN THE VICINITY.
 FS0540'
 FS0540'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 IN THE
 FS0540'SOUTHWEST EDGE OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY 66 FOR
 FS0540'6.35 MILES TO MILE POST 43 AND END OF TRUCK TRAVEL.  FROM HERE
 FS0540'PACK SOUTHWEST UP HILL FOR 0.15 MILE TO TOP OF HILL AND STATION
 FS0540'AS DESCRIBED.
 FS0540'
 FS0540'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BOULDER 1961, IS
 FS0540'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH MEASURES
 FS0540'APPROXIMATELY 2 BY 3 FEET AND PROJECTS ABOUT 6 INCHES.  THE
 FS0540'MARK IS ON THE EASTERLY SIDE OF THE HILL.
 FS0540'
 FS0540'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BOULDER
 FS0540'NO 1 1961, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FS0540'MEASURES APPROXIMATELY 3 BY 4 FEET AND PROJECTS ABOUT 6 INCHES
 FS0540'ON THE WEST SIDE AND 2 FEET ON THE EAST SIDE.  THE MARK IS
 FS0540'ABOUT 6 FEET LOWER THAN STATION.
 FS0540'
 FS0540'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BOULDER NO
 FS0540'2 1961, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FS0540'MEASURES APPROXIMATELY 2 BY 2 FEET AND PROJECTS ABOUT 3 INCHES.
 FS0540'THE MARK IS ABOUT THE SAME ELEVATION AS STATION AND IS
 FS0540'WEST-NORTHWEST OF STATION MARK.
 FS0540'
 FS0540'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT BENCH MARK BRONZE
 FS0540'DISK STAMPED ELEV. STA. 2765.63 -- 2242.8409 1949.  THE DISK IS
 FS0540'SET IN A DRILL HOLE IN THE CENTER ON EAST SIDE OF BRIDGE.  THE
 FS0540'MARK PROJECTS ABOUT 6 INCHES ABOVE THE BRIDGE FLOOR.
 FS0540'
 FS0540'TO REACH THE AZIMUTH MARK FROM MILE POST 43, GO SOUTHERLY ON
 FS0540'U.S. HIGHWAY 66 FOR 0.55 MILE TO BRIDGE AND AZIMUTH MARK ON
 FS0540'LEFT.
 FS0540'
 FS0540'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 FS0540
 FS0540                          STATION RECOVERY (1961)
 FS0540
 FS0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FS0540'6.8 MI SSW FROM KINGMAN.
 FS0540'ABOUT 6.6 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0540'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0540'THENCE 0.2 MILES SOUTHWEST TO THE HIGHEST PART OF THE HILL, SET
 FS0540'IN THE TOP OF A 2 FOOT BY 3 FOOT BOULDER PROJECTING 5 INCHES,
 FS0540'6 FEET EAST OF A 3 FOOT PYRIMAD OF ROCKS.
 FS0540
 FS0540                          STATION RECOVERY (1974)
 FS0540
 FS0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FS0540'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FS0540'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY
 FS0540'BRIDGE CONSTRUCTION AND A NEW ONE WAS ESTABLISHED AT THIS TIME.
 FS0540'OWING TO A STRONG WIND THE REFERENCE MARKS COULD NOT BE MEASURED
 FS0540'CORRECTLY, A CHECK WAS MADE TO REFERENCE MARK 2 ONLY.  THE ANGLES
 FS0540'TO THE REFERENCE MARKS CHECK VERY CLOSE TO THE 1961 VALUES.
 FS0540'THE ROUTE TO THE STATION REMAINS UNCHANGED AND THE DESCRIPTION
 FS0540'OF THE STATION AND REFERENCE MARKS IS ADEQUATE.
 FS0540'
 FS0540'THE 1974 AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK
 FS0540'STAMPED, STA 2236+03 ELV 2762.49 1974.  IT IS SET IN TOP CENTER
 FS0540'OF WHEEL GUARD ALONG THE PLANNED EAST BOULD LANE OF I-40.  THE
 FS0540'MARK IS 0.6 MILE SOUTH OF THE STATION ON THE LEFT SIDE OF THE
 FS0540'HIGHWAY.
 FS0540'
 FS0540'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FS0540'
 FS0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 FS0540'SOUTHWEST OF KINGMAN
 FS0540
 FS0540                          STATION RECOVERY (1981)
 FS0540
 FS0540'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0540'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FS0540'DESCRIBED IN 1974.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS0540'
 FS0540'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS0540'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS0540'US 66 FOR 2.3 MILES TO THE I 40 US HIGHWAY 93 INTERCHANGE.  TRAVEL
 FS0540'WEST ALONG I 40 FOR 4.6 MILES TO EXIT 44 WHICH IS OATMAN ROAD, TURN
 FS0540'RIGHT FOR 0.05 MILE THEN LEFT ALONG FRONTAGE ROAD FOR 1.35 MILE TO A
 FS0540'LOW CUT ON A SMALL HILL AND END OF TRUCK TRAVEL.  PACK WEST 150 FEET
 FS0540'TO TOP OF HILL AND STATION.
 FS0540
 FS0540                          STATION RECOVERY (1981)
 FS0540
 FS0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0540'10.5 KM (6.5 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0540'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, IN TOP OF
 FS0540'A 2 BY 3 FOOT BOULDER, ON THE HIGHEST POINT OF A HILL, AT MILEPOST
 FS0540'43.
 FS0540'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 FS0540'THE MARK IS 6.1 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1884 ***********************************************************************
 DU1884  DESIGNATION -  BOULDER MTN
 DU1884  PID         -  DU1884
 DU1884  STATE/COUNTY-  AZ/MARICOPA
 DU1884  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU1884
 DU1884                         *CURRENT SURVEY CONTROL
 DU1884  ___________________________________________________________________
 DU1884* NAD 83(1992)-  33 30 06.64516(N)    111 08 38.39852(W)     ADJUSTED  
 DU1884* NAVD 88     -      1711.2    (meters)    5614.     (feet)  VERTCON   
 DU1884  ___________________________________________________________________
 DU1884  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 DU1884  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU1884  HORZ ORDER  -  THIRD
 DU1884
 DU1884.The horizontal coordinates were established by classical geodetic methods
 DU1884.and adjusted by the National Geodetic Survey in August 1993.
 DU1884
 DU1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1884
 DU1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1884
 DU1884.The geoid height was determined by GEOID03.
 DU1884
 DU1884;                    North         East     Units Scale Factor Converg.
 DU1884;SPC AZ C     -   277,672.365   285,150.344   MT  0.99996352   +0 25 35.4
 DU1884;SPC AZ C     -   910,998.57    935,532.62   iFT  0.99996352   +0 25 35.4
 DU1884;SPC AZ E     -   277,832.676   122,553.013   MT  1.00000163   -0 32 22.2
 DU1884;SPC AZ E     -   911,524.53    402,076.81   iFT  1.00000163   -0 32 22.2
 DU1884;UTM  12      - 3,706,933.148   486,624.823   MT  0.99960221   -0 04 46.1
 DU1884
 DU1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1884!SPC AZ C     -   0.99973581  x   0.99996352  =   0.99969934
 DU1884!SPC AZ E     -   0.99973581  x   1.00000163  =   0.99973744
 DU1884!UTM  12      -   0.99973581  x   0.99960221  =   0.99933813
 DU1884
 DU1884|---------------------------------------------------------------------|
 DU1884| PID    Reference Object                     Distance      Geod. Az  |
 DU1884|                                                           dddmmss.s |
 DU1884| DU1909 BOULDER MTN RM 2                     12.161 METERS 08630     |
 DU1884| DU1897 MOUND MTN                           APPROX. 3.3 KM 1701825.3 |
 DU1884| DU1908 BOULDER MTN RM 1                      7.162 METERS 27755     |
 DU1884|---------------------------------------------------------------------|
 DU1884
 DU1884                          SUPERSEDED SURVEY CONTROL
 DU1884
 DU1884  NAD 83(1986)-  33 30 06.64136(N)    111 08 38.40016(W) AD(       ) 3
 DU1884  NGVD 29 (09/20/88) 1710.5    (m)         5612.     (f) VERT ANG    3  
 DU1884
 DU1884.Superseded values are not recommended for survey control.
 DU1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1884.See file dsdata.txt to determine how the superseded data were derived.
 DU1884
 DU1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8662506933(NAD 83)
 DU1884_MARKER: DS = TRIANGULATION STATION DISK
 DU1884_SETTING: 80 = SET IN A BOULDER
 DU1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1884+STABILITY: SURFACE MOTION
 DU1884
 DU1884  HISTORY     - Date     Condition        Report By
 DU1884  HISTORY     - 1946     MONUMENTED       USGS
 DU1884  HISTORY     - 1963     GOOD             USGS
 DU1884
 DU1884                          STATION DESCRIPTION
 DU1884
 DU1884'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1884'LOCATED ABOUT 1 MI NE. OF REEVIS RANCH.  ON PROMINENT,
 DU1884'BOULDER-COVERED RIDGE AT HIGHEST POINT TO S.
 DU1884'
 DU1884'TO REACH FROM REEVIS RANCH, FOLLOW CAMPAIGN CREEK TRAIL 1.5 MI E.
 DU1884'TO SADDLE IN LOW RIDGE BETWEEN REEVIS CREEK AND PINE CREEK.  CLIMB
 DU1884'LEFT (N.) TO SUMMIT AND STATION.  A 1-HOUR PACK WITH HORSES.
 DU1884'
 DU1884'STATION MARK--STANDARD TABLET STAMPED---BOULDER MTN 1946---,
 DU1884'CEMENTED IN BOULDER.
 DU1884'
 DU1884'RM 1--DRILL HOLE IN ROCK.
 DU1884'
 DU1884'RM 2--DRILL HOLE IN ROCK.
 DU1884
 DU1884                          STATION RECOVERY (1963)
 DU1884
 DU1884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1884'RECOVERED IN GOOD CONDITION.
 DU1884'
 DU1884'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0539 ***********************************************************************
 FS0539  DESIGNATION -  BOULDER RM 1
 FS0539  PID         -  FS0539
 FS0539  STATE/COUNTY-  AZ/MOHAVE
 FS0539  USGS QUAD   -  KINGMAN SE (1980)
 FS0539
 FS0539                         *CURRENT SURVEY CONTROL
 FS0539  ___________________________________________________________________
 FS0539* NAD 83(1986)-  35 07 08.     (N)    114 06 51.     (W)     SCALED    
 FS0539* NAVD 88     -       877.018  (meters)    2877.35   (feet)  ADJUSTED  
 FS0539  ___________________________________________________________________
 FS0539  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FS0539  DYNAMIC HT  -         876.000 (meters)    2874.01  (feet)  COMP
 FS0539  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 FS0539
 FS0539  VERT ORDER  -  FIRST     CLASS II
 FS0539
 FS0539.The horizontal coordinates were scaled from a topographic map and have
 FS0539.an estimated accuracy of +/- 6 seconds.
 FS0539
 FS0539.The orthometric height was determined by differential leveling
 FS0539.and adjusted in June 1991.
 FS0539
 FS0539.The geoid height was determined by GEOID03.
 FS0539
 FS0539.The dynamic height is computed by dividing the NAVD 88
 FS0539.geopotential number by the normal gravity value computed on the
 FS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0539.degrees latitude (g = 980.6199 gals.).
 FS0539
 FS0539.The modeled gravity was interpolated from observed gravity values.
 FS0539
 FS0539;                    North         East    Units  Estimated Accuracy
 FS0539;SPC AZ W     -   456,840.      180,170.      MT  (+/- 180 meters Scaled)
 FS0539
 FS0539                          SUPERSEDED SURVEY CONTROL
 FS0539
 FS0539  NGVD 29 (??/??/92)  876.249  (m)         2874.83   (f) ADJ UNCH    1 2
 FS0539
 FS0539.Superseded values are not recommended for survey control.
 FS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0539.See file dsdata.txt to determine how the superseded data were derived.
 FS0539
 FS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629900(NAD 83)
 FS0539_MARKER: DR = REFERENCE MARK DISK
 FS0539_SETTING: 80 = SET IN A BOULDER
 FS0539_SP_SET: BOULDER
 FS0539_STAMPING: BOULDER NO 1 1961
 FS0539_MARK LOGO: CGS   
 FS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0539+STABILITY: SURFACE MOTION
 FS0539
 FS0539  HISTORY     - Date     Condition        Report By
 FS0539  HISTORY     - 1961     MONUMENTED       CGS
 FS0539  HISTORY     - 1981     GOOD             NGS
 FS0539
 FS0539                          STATION DESCRIPTION
 FS0539
 FS0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0539'6.8 MI SSW FROM KINGMAN.
 FS0539'ABOUT 6.6 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0539'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0539'THENCE 0.2 MILES SOUTHWEST TO THE HIGHEST PART OF THE HILL, SET
 FS0539'IN THE TOP OF A 4 FOOT BY 4 FOOT BOULDER PROJECTING ABOUT 1.5
 FS0539'FEET, 83 FEET SOUTHEAST OF A 3 FOOT HIGH PYRIMAD OF ROCKS AND
 FS0539'77.2 FEET SOUTH EAST OF TRAVERSE STATION BOULDER.
 FS0539
 FS0539                          STATION RECOVERY (1981)
 FS0539
 FS0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0539'10.5 KM (6.5 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0539'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, AT MILEPOST
 FS0539'43, 0.2 KM (0.1 MI) NORTHWEST OF THE HIGHWAY, ON TOP OF THE HIGHEST
 FS0539'POINT OF A HILL, IN TOP OF A 3 BY 4 FOOT BOULDER, 23.5 METERS
 FS0539'(77.2 FT) EAST OF STATION BOULDER.
 FS0539'THE MARK IS 4.9 M ABOVE A FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0538 ***********************************************************************
 FS0538  DESIGNATION -  BOULDER RM 2
 FS0538  PID         -  FS0538
 FS0538  STATE/COUNTY-  AZ/MOHAVE
 FS0538  USGS QUAD   -  KINGMAN SE (1980)
 FS0538
 FS0538                         *CURRENT SURVEY CONTROL
 FS0538  ___________________________________________________________________
 FS0538* NAD 83(1986)-  35 07 08.     (N)    114 06 51.     (W)     SCALED    
 FS0538* NAVD 88     -       879.609  (meters)    2885.85   (feet)  ADJUSTED  
 FS0538  ___________________________________________________________________
 FS0538  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FS0538  DYNAMIC HT  -         878.588 (meters)    2882.50  (feet)  COMP
 FS0538  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 FS0538
 FS0538  VERT ORDER  -  FIRST     CLASS II
 FS0538
 FS0538.The horizontal coordinates were scaled from a topographic map and have
 FS0538.an estimated accuracy of +/- 6 seconds.
 FS0538
 FS0538.The orthometric height was determined by differential leveling
 FS0538.and adjusted in June 1991.
 FS0538
 FS0538.The geoid height was determined by GEOID03.
 FS0538
 FS0538.The dynamic height is computed by dividing the NAVD 88
 FS0538.geopotential number by the normal gravity value computed on the
 FS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0538.degrees latitude (g = 980.6199 gals.).
 FS0538
 FS0538.The modeled gravity was interpolated from observed gravity values.
 FS0538
 FS0538;                    North         East    Units  Estimated Accuracy
 FS0538;SPC AZ W     -   456,840.      180,170.      MT  (+/- 180 meters Scaled)
 FS0538
 FS0538                          SUPERSEDED SURVEY CONTROL
 FS0538
 FS0538  NGVD 29 (??/??/92)  878.841  (m)         2883.33   (f) ADJ UNCH    1 2
 FS0538
 FS0538.Superseded values are not recommended for survey control.
 FS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0538.See file dsdata.txt to determine how the superseded data were derived.
 FS0538
 FS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU629900(NAD 83)
 FS0538_MARKER: DR = REFERENCE MARK DISK
 FS0538_SETTING: 80 = SET IN A BOULDER
 FS0538_SP_SET: BOULDER
 FS0538_STAMPING: BOULDER NO 2 1961
 FS0538_MARK LOGO: CGS   
 FS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0538+STABILITY: SURFACE MOTION
 FS0538
 FS0538  HISTORY     - Date     Condition        Report By
 FS0538  HISTORY     - 1961     MONUMENTED       CGS
 FS0538  HISTORY     - 1981     GOOD             NGS
 FS0538
 FS0538                          STATION DESCRIPTION
 FS0538
 FS0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0538'6.8 MI SSW FROM KINGMAN.
 FS0538'ABOUT 6.6 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0538'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0538'THENCE 0.2 MILES SOUTHWEST TO THE HIGHEST PART OF THE HILL, SET
 FS0538'IN THE TOP OF A 2 FOOT BY 2 FOOT BOULDER PROJECTING ABOUT 3
 FS0538'INCHES, 31 FEET NORTHWEST OF A 3 FOOT HIGH PYRIMAD OF ROCKS AND
 FS0538'36.7 FEET NORTH WEST OF TRAVERSE STATION BOULDER.
 FS0538
 FS0538                          STATION RECOVERY (1981)
 FS0538
 FS0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0538'10.5 KM (6.5 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0538'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, AT MILEPOST
 FS0538'43, 0.2 KM (0.1 MI) NORTHWEST OF THE HIGHWAY, ON TOP OF THE
 FS0538'HIGHEST POINT OF A HILL, IN TOP OF A 2 BY 2 FOOT BOULDER PROJECTING
 FS0538'0.5 FOOT ABOVE THE GROUND, 11.3 METERS (36.7 FT) NORTHWEST OF THE
 FS0538'STATION.
 FS0538'THE MARK IS 6.1 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1398 ***********************************************************************
 DA1398  DESIGNATION -  BOUNDARY
 DA1398  PID         -  DA1398
 DA1398  STATE/COUNTY-  AZ/MARICOPA
 DA1398  USGS QUAD   -  AZTEC SE (1982)
 DA1398
 DA1398                         *CURRENT SURVEY CONTROL
 DA1398  ___________________________________________________________________
 DA1398* NAD 83(1992)-  32 50 17.36363(N)    113 20 01.54032(W)     ADJUSTED  
 DA1398* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 DA1398  ___________________________________________________________________
 DA1398  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DA1398  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA1398  HORZ ORDER  -  FIRST
 DA1398
 DA1398.The horizontal coordinates were established by classical geodetic methods
 DA1398.and adjusted by the National Geodetic Survey in August 1993.
 DA1398
 DA1398.The orthometric height was scaled from a topographic map.
 DA1398
 DA1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1398
 DA1398.The geoid height was determined by GEOID03.
 DA1398
 DA1398;                    North         East     Units Scale Factor Converg.
 DA1398;SPC AZ C     -   204,694.171    80,694.356   MT  1.00011695   -0 46 06.8
 DA1398;SPC AZ C     -   671,568.80    264,745.26   iFT  1.00011695   -0 46 06.8
 DA1398;SPC AZ W     -   203,887.961   252,327.262   MT  0.99995205   +0 13 32.6
 DA1398;SPC AZ W     -   668,923.76    827,845.35   iFT  0.99995205   +0 13 32.6
 DA1398;UTM  12      - 3,635,758.330   281,567.524   MT  1.00018835   -1 15 57.7
 DA1398
 DA1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1398!SPC AZ C     -   0.99997888  x   1.00011695  =   1.00009583
 DA1398!SPC AZ W     -   0.99997888  x   0.99995205  =   0.99993093
 DA1398!UTM  12      -   0.99997888  x   1.00018835  =   1.00016723
 DA1398
 DA1398:                Primary Azimuth Mark                     Grid Az
 DA1398:SPC AZ C     -  LINE                                     000 46 15.3
 DA1398:SPC AZ W     -  LINE                                     359 46 35.9
 DA1398:UTM  12      -  LINE                                     001 16 06.2
 DA1398
 DA1398|---------------------------------------------------------------------|
 DA1398| PID    Reference Object                     Distance      Geod. Az  |
 DA1398|                                                           dddmmss.s |
 DA1398| DA1441 LINE                                APPROX. 1.9 KM 0000008.5 |
 DA1398| CH2783 T7S R11 10W SECS 6 7 12 CC                         26033     |
 DA1398| CH2784 BOUNDARY RM 2                        19.005 METERS 35119     |
 DA1398|---------------------------------------------------------------------|
 DA1398
 DA1398                          SUPERSEDED SURVEY CONTROL
 DA1398
 DA1398  NAD 83(1986)-  32 50 17.35814(N)    113 20 01.54642(W) AD(       ) 1
 DA1398  NAD 27      -  32 50 17.18200(N)    113 19 58.87300(W) AD(       ) 1
 DA1398
 DA1398.Superseded values are not recommended for survey control.
 DA1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1398.See file dsdata.txt to determine how the superseded data were derived.
 DA1398
 DA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8156835758(NAD 83)
 DA1398_MARKER: DS = TRIANGULATION STATION DISK
 DA1398_SETTING: 0 = UNSPECIFIED SETTING
 DA1398
 DA1398  HISTORY     - Date     Condition        Report By
 DA1398  HISTORY     - 1934     MONUMENTED       CGS
 DA1398  HISTORY     - 1960     GOOD             CGS
 DA1398  HISTORY     - 1967     GOOD             AMS
 DA1398
 DA1398                          STATION DESCRIPTION
 DA1398
 DA1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1398'STATION IS LOCATED EXACTLY OVER THE YUMA-MARICOPA COUNTY
 DA1398'LINE MONUMENT.
 DA1398'
 DA1398'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 DA1398'GALVANIZED PIPE ABOUT 5 FEET ABOVE THE CEMENT BASE BEARING
 DA1398'THE STEEL PLATE SET IN CONCRETE BEARING THE SIGN ON ONE SIDE
 DA1398'MARICOPA, THE OTHER SIDE READS YUMA AND THE S SIDE READS 1918.
 DA1398'
 DA1398'REFERENCE MARK NO. 1 IS A GENERAL LAND OFFICE MARKER.
 DA1398'
 DA1398'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 DA1398'DRILL HOLE IN OUTCROPPING BEDROCK.
 DA1398'
 DA1398'TO REACH FROM SENTINEL.  FOLLOW U.S. HIGHWAY 80 W FOR 7.0
 DA1398'MILES TO THE HIGHWAY SIGNS READING COUNTY LINE.  FROM HERE
 DA1398'TURN LEFT, AND GO TO THE RAILROAD FENCE WHERE THE MONUMENT
 DA1398'WILL BE FOUND.  SIZE 30- BY 30- BY 36 CONCRETE MONUMENT IS ABOUT
 DA1398'45 PACES DUE S OF THE CENTER OF THE HIGHWAY, AND ABOUT 25
 DA1398'PACES N OF THE CENTER OF THE RAILROAD TRACKS.
 DA1398
 DA1398                          STATION RECOVERY (1960)
 DA1398
 DA1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1398'THE STATION AND THE GLO MARKS WERE RECOVERED AS DESCRIBED
 DA1398'AND FOUND TO BE IN GOOD CONDITION, REFERENCE MARK 2 HAS BEEN
 DA1398'DESTROYED.  REFERENCE MARK 3 AND 4 WERE ESTABLISHED AND
 DA1398'REFERENCE MARK 3 WAS OCCUPIED AND SEPERATELY DESCRIBED.
 DA1398'
 DA1398'REFERENCE MARK NUMBERED 3 WAS OCCUPIED ECCENTRIC TO THE TRUE
 DA1398'STATION, AND TO PLACE UPON THE GROUND A STATION WHICH COULD
 DA1398'BE OCCUPIED.  THE ACCURACY OF THE REFERENCE MARK IS THAT OF THE
 DA1398'TRUE STATION.
 DA1398
 DA1398                          STATION RECOVERY (1967)
 DA1398
 DA1398'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1398'THE STATION MARK, R.M. NO. 1, R.M. NO. 3, R.M. NO. 4 AND THE
 DA1398'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 DA1398'
 DA1398'THE TO REACH DESCRIPTION TO STATION IS ADEQUATE.
 DA1398'
 DA1398'R.M. NO. 2 WAS NOT RECOVERED AFTER THOROUGH SEARCH IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1053 ***********************************************************************
 ET1053  DESIGNATION -  BOUNDARY BARLOW MON 1
 ET1053  PID         -  ET1053
 ET1053  STATE/COUNTY-  AZ/YAVAPAI
 ET1053  USGS QUAD   -  SMITH PEAK (1967)
 ET1053
 ET1053                         *CURRENT SURVEY CONTROL
 ET1053  ___________________________________________________________________
 ET1053* NAD 83(1992)-  34 00 01.12484(N)    113 20 01.50513(W)     ADJUSTED  
 ET1053* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 ET1053  ___________________________________________________________________
 ET1053  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 ET1053  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ET1053  HORZ ORDER  -  SECOND
 ET1053
 ET1053.The horizontal coordinates were established by classical geodetic methods
 ET1053.and adjusted by the National Geodetic Survey in August 1993.
 ET1053
 ET1053.The orthometric height was scaled from a topographic map.
 ET1053
 ET1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1053
 ET1053.The geoid height was determined by GEOID03.
 ET1053
 ET1053;                    North         East     Units Scale Factor Converg.
 ET1053;SPC AZ C     -   333,593.882    82,451.457   MT  1.00011119   -0 47 33.2
 ET1053;SPC AZ C     - 1,094,468.12    270,510.03   iFT  1.00011119   -0 47 33.2
 ET1053;SPC AZ W     -   332,777.703   251,812.459   MT  0.99995155   +0 13 58.0
 ET1053;SPC AZ W     - 1,091,790.36    826,156.36   iFT  0.99995155   +0 13 58.0
 ET1053;UTM  12      - 3,764,646.101   284,461.398   MT  1.00017272   -1 18 19.9
 ET1053
 ET1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1053!SPC AZ C     -   0.99989644  x   1.00011119  =   1.00000762
 ET1053!SPC AZ W     -   0.99989644  x   0.99995155  =   0.99984800
 ET1053!UTM  12      -   0.99989644  x   1.00017272  =   1.00006915
 ET1053
 ET1053                          SUPERSEDED SURVEY CONTROL
 ET1053
 ET1053  NAD 83(1986)-  34 00 01.12453(N)    113 20 01.50824(W) AD(       ) 2
 ET1053  NAD 27      -  34 00 01.02200(N)    113 19 58.79400(W) AD(       ) 2
 ET1053
 ET1053.Superseded values are not recommended for survey control.
 ET1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1053.See file dsdata.txt to determine how the superseded data were derived.
 ET1053
 ET1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8446164646(NAD 83)
 ET1053_MARKER: I = METAL ROD
 ET1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1053+STABILITY: SURFACE MOTION
 ET1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1053+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 ET1053
 ET1053  HISTORY     - Date     Condition        Report By
 ET1053  HISTORY     - 1944     MONUMENTED       CGS
 ET1053  HISTORY     - 20070428 GOOD             GEOCAC
 ET1053
 ET1053                          STATION DESCRIPTION
 ET1053
 ET1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1053'STATION IS ABOUT 11 MILES W AND 4 MILES N OF AGUILA, IN LOW
 ET1053'SANDY DESERT COUNTRY, ABOUT 7 FEET W OF TRIANGULATION STATION
 ET1053'INITIAL MONUMENT, AND ABOUT 148 FEET N OF THE YAVAPAI-MARICOPA
 ET1053'COUNTY LINE.  STATION IS IN A CONCRETE COUNTY-LINE MONUMENT
 ET1053'AND IS MARKED BY A 4-INCH STEEL PIPE PROJECTING ABOUT 6 FEET
 ET1053'ABOVE THE MONUMENT.  THE CONCRETE BLOCK BEARS A BRONZE PLATE
 ET1053'MARKED YUMA COUNTY 1918.
 ET1053'
 ET1053'STATION IS REFERENCE MARK 1 FOR INITIAL MONUMENT.
 ET1053
 ET1053                          STATION RECOVERY (2007)
 ET1053
 ET1053'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0991 ***********************************************************************
 CG0991  DESIGNATION -  BOUNDARY CNTY COCHISE PIMA
 CG0991  PID         -  CG0991
 CG0991  STATE/COUNTY-  AZ/PIMA
 CG0991  USGS QUAD   -  MESCAL (1983)
 CG0991
 CG0991                         *CURRENT SURVEY CONTROL
 CG0991  ___________________________________________________________________
 CG0991* NAD 83(1992)-  31 57 46.60586(N)    110 27 04.68105(W)     NO CHECK  
 CG0991* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 CG0991  ___________________________________________________________________
 CG0991  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG0991  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0991  HORZ ORDER  -  SECOND
 CG0991
 CG0991.The horizontal coordinates were established by classical geodetic methods
 CG0991.and adjusted by the National Geodetic Survey in August 1993.
 CG0991.No horizontal observational check was made to the station.
 CG0991
 CG0991.The orthometric height was scaled from a topographic map.
 CG0991
 CG0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0991
 CG0991.The geoid height was determined by GEOID03.
 CG0991
 CG0991;                    North         East     Units Scale Factor Converg.
 CG0991;SPC AZ C     -   107,696.454   351,875.567   MT  1.00013655   +0 46 33.0
 CG0991;SPC AZ C     -   353,334.82  1,154,447.40   iFT  1.00013655   +0 46 33.0
 CG0991;SPC AZ E     -   106,794.030   186,455.905   MT  0.99990892   -0 09 02.4
 CG0991;SPC AZ E     -   350,374.11    611,731.97   iFT  0.99990892   -0 09 02.4
 CG0991;UTM  12      - 3,536,459.985   551,848.803   MT  0.99963315   +0 17 25.7
 CG0991
 CG0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0991!SPC AZ C     -   0.99980565  x   1.00013655  =   0.99994218
 CG0991!SPC AZ E     -   0.99980565  x   0.99990892  =   0.99971459
 CG0991!UTM  12      -   0.99980565  x   0.99963315  =   0.99943888
 CG0991
 CG0991                          SUPERSEDED SURVEY CONTROL
 CG0991
 CG0991  NAD 83(1986)-  31 57 46.60074(N)    110 27 04.67920(W) AD(       ) 2
 CG0991  NAD 27      -  31 57 46.31500(N)    110 27 02.41900(W) AD(       ) 2
 CG0991
 CG0991.Superseded values are not recommended for survey control.
 CG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0991.See file dsdata.txt to determine how the superseded data were derived.
 CG0991
 CG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5184936460(NAD 83)
 CG0991_MARKER: Z = SEE DESCRIPTION
 CG0991_SETTING: 80 = SET IN A BOULDER
 CG0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0991+STABILITY: SURFACE MOTION
 CG0991
 CG0991  HISTORY     - Date     Condition        Report By
 CG0991  HISTORY     - 1935     MONUMENTED       CGS
 CG0991
 CG0991                          STATION DESCRIPTION
 CG0991
 CG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0991'THE COUNTY BOUNDARY MARK IS A BURIED SANDSTONE BOULDER WITH A
 CG0991'CROSS MARKED IN ITS TOP, TO THE SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1112 ***********************************************************************
 CY1112  DESIGNATION -  BOUNDARY CNTY GREENLEE AT RHY
 CY1112  PID         -  CY1112
 CY1112  STATE/COUNTY-  AZ/GRAHAM
 CY1112  USGS QUAD   -  ASH PEAK (1986)
 CY1112
 CY1112                         *CURRENT SURVEY CONTROL
 CY1112  ___________________________________________________________________
 CY1112* NAD 83(1992)-  32 48 00.03154(N)    109 17 37.42160(W)     ADJUSTED  
 CY1112* NAVD 88     -      1604.6    (meters)    5264.     (feet)  VERTCON   
 CY1112  ___________________________________________________________________
 CY1112  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CY1112  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CY1112  HORZ ORDER  -  SECOND
 CY1112
 CY1112.The horizontal coordinates were established by classical geodetic methods
 CY1112.and adjusted by the National Geodetic Survey in August 1993.
 CY1112
 CY1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1112
 CY1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1112
 CY1112.The geoid height was determined by GEOID03.
 CY1112
 CY1112;                    North         East     Units Scale Factor Converg.
 CY1112;SPC AZ E     -   199,911.588   295,115.594   MT  0.99998239   +0 28 22.5
 CY1112;SPC AZ E     -   655,877.91    968,227.01   iFT  0.99998239   +0 28 22.5
 CY1112;UTM  12      - 3,630,405.126   659,761.261   MT  0.99991472   +0 55 28.2
 CY1112
 CY1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1112!SPC AZ E     -   0.99975222  x   0.99998239  =   0.99973461
 CY1112!UTM  12      -   0.99975222  x   0.99991472  =   0.99966696
 CY1112
 CY1112|---------------------------------------------------------------------|
 CY1112| PID    Reference Object                     Distance      Geod. Az  |
 CY1112|                                                           dddmmss.s |
 CY1112| CY1113 RHY                                  56.439 METERS 23033     |
 CY1112| CY1117 CO LINE MK FD                       APPROX. 6.0 KM 3215143.0 |
 CY1112|---------------------------------------------------------------------|
 CY1112
 CY1112                          SUPERSEDED SURVEY CONTROL
 CY1112
 CY1112  NAD 83(1986)-  32 48 00.02719(N)    109 17 37.41852(W) AD(       ) 2
 CY1112  NAD 27      -  32 47 59.78586(N)    109 17 35.17387(W) AD(       ) 2
 CY1112  NGVD 29 (07/19/86) 1603.9    (m)         5262.     (f) VERT ANG    3  
 CY1112
 CY1112.Superseded values are not recommended for survey control.
 CY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1112.See file dsdata.txt to determine how the superseded data were derived.
 CY1112
 CY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5976130405(NAD 83)
 CY1112_MARKER: X = CHISELED CROSS
 CY1112_SETTING: 0 = UNSPECIFIED SETTING
 CY1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1112
 CY1112  HISTORY     - Date     Condition        Report By
 CY1112  HISTORY     - 1976     MONUMENTED       AZDT
 CY1112
 CY1112                          STATION DESCRIPTION
 CY1112
 CY1112'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1112'NO R.M.S
 CY1112'
 CY1112'THE STATION IS ABOUT 24.5 MILES EAST-SOUTHEAST OF SAFFORD, 17.5
 CY1112'MILES SOUTH OF CLIFTON, 1.25 MILES NORTH OF U.S. HWY. 70 ON TOP OF A
 CY1112'RIDGE ON RHYOLITE PEAK AND ABOUT 225 FEET NORTH NORTHEAST OF
 CY1112'STATION RHY ADOT.
 CY1112'
 CY1112'THE STATION IS A SMALL CROSS SCRATCHED ON A ROCK AND ENCIRCLED
 CY1112'BY A 2 FOOT HIGH RING OF ROCKS.  THIS STATION IS A QUESTIONABLE
 CY1112'COUNTY LINE MARK.
 CY1112'
 CY1112'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0943 ***********************************************************************
 EU0943  DESIGNATION -  BOUNDARY CONE
 EU0943  PID         -  EU0943
 EU0943  STATE/COUNTY-  AZ/MOHAVE
 EU0943  USGS QUAD   -  BOUNDARY CONE (1970)
 EU0943
 EU0943                         *CURRENT SURVEY CONTROL
 EU0943  ___________________________________________________________________
 EU0943* NAD 83(1992)-  34 59 01.63954(N)    114 24 56.39546(W)     ADJUSTED  
 EU0943* NAVD 88     -              **(meters)            **(feet)            
 EU0943  ___________________________________________________________________
 EU0943  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 EU0943  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EU0943  HORZ ORDER  -  THIRD
 EU0943
 EU0943.The horizontal coordinates were established by classical geodetic methods
 EU0943.and adjusted by the National Geodetic Survey in August 1993.
 EU0943
 EU0943
 EU0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0943
 EU0943.The geoid height was determined by GEOID03.
 EU0943
 EU0943;                    North         East     Units Scale Factor Converg.
 EU0943;SPC AZ W     -   441,993.065   152,584.221   MT  0.99997884   -0 22 54.0
 EU0943;SPC AZ W     - 1,450,108.48    500,604.40   iFT  0.99997884   -0 22 54.0
 EU0943;UTM  11      - 3,874,296.792   735,898.935   MT  1.00028590   +1 28 56.6
 EU0943
 EU0943                          SUPERSEDED SURVEY CONTROL
 EU0943
 EU0943  NAD 83(1986)-  34 59 01.64340(N)    114 24 56.39599(W) AD(       ) 4
 EU0943  NAD 27      -  34 59 01.63300(N)    114 24 53.54200(W) AD(       ) 3
 EU0943
 EU0943.Superseded values are not recommended for survey control.
 EU0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0943.See file dsdata.txt to determine how the superseded data were derived.
 EU0943
 EU0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3589974297(NAD 83)
 EU0943_MARKER: 72 = CAIRN
 EU0943
 EU0943  HISTORY     - Date     Condition        Report By
 EU0943  HISTORY     - 1935     FIRST OBSERVED   CGS
 EU0943
 EU0943                          STATION DESCRIPTION
 EU0943
 EU0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0943'STATION MARK IS CAIRN.  THE CAIRN IS ABOUT 15 MILES NE OF THE
 EU0943'TOWN OF NEEDLES AND ABOUT 13 MILES A LITTLE S OF E OF THE
 EU0943'COLORADO RIVER AT THE POINT WHERE THE NEVADA - CALIFORNIA LINE
 EU0943'REACHES THE RIVER AND DIRECTLY E OF U.S. HIGHWAY 66.
 EU0943'
 EU0943'THE STATION IS ON THE TOP OF A PILLAR-LIKE FORMATION, EXTREMELY
 EU0943'PROMINENT.
 EU0943'
 EU0943'THIS OBJECT CUT IN BY INTERSECTION, THIRD-ORDER ACCURACY.
 EU0943'
 EU0943'ELEVATION ABOUT 3429.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1906 ***********************************************************************
 DV1906  DESIGNATION -  BOUNDARY COR 1 MARICOPA YAVAPAI
 DV1906  PID         -  DV1906
 DV1906  STATE/COUNTY-  AZ/LA PAZ
 DV1906  USGS QUAD   -  GLADDEN (1989)
 DV1906
 DV1906                         *CURRENT SURVEY CONTROL
 DV1906  ___________________________________________________________________
 DV1906* NAD 83(1992)-  33 59 59.66087(N)    113 20 01.46380(W)     ADJUSTED  
 DV1906* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 DV1906  ___________________________________________________________________
 DV1906  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DV1906  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV1906  HORZ ORDER  -  SECOND
 DV1906
 DV1906.The horizontal coordinates were established by classical geodetic methods
 DV1906.and adjusted by the National Geodetic Survey in June 1998.
 DV1906
 DV1906.The orthometric height was scaled from a topographic map.
 DV1906
 DV1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1906
 DV1906.The geoid height was determined by GEOID03.
 DV1906
 DV1906;                    North         East     Units Scale Factor Converg.
 DV1906;SPC AZ W     -   332,732.603   251,813.703   MT  0.99995155   +0 13 58.0
 DV1906;SPC AZ W     - 1,091,642.40    826,160.44   iFT  0.99995155   +0 13 58.0
 DV1906;SPC AZ C     -   333,548.759    82,451.894   MT  1.00011119   -0 47 33.1
 DV1906;SPC AZ C     - 1,094,320.08    270,511.46   iFT  1.00011119   -0 47 33.1
 DV1906;UTM  12      - 3,764,600.973   284,461.431   MT  1.00017272   -1 18 19.8
 DV1906
 DV1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1906!SPC AZ W     -   0.99989676  x   0.99995155  =   0.99984831
 DV1906!SPC AZ C     -   0.99989676  x   1.00011119  =   1.00000794
 DV1906!UTM  12      -   0.99989676  x   1.00017272  =   1.00006946
 DV1906
 DV1906                          SUPERSEDED SURVEY CONTROL
 DV1906
 DV1906  NAD 83(1992)-  33 59 59.66087(N)    113 20 01.46380(W) AD(       ) 2
 DV1906  NAD 83(1986)-  33 59 59.66043(N)    113 20 01.46692(W) AD(       ) 2
 DV1906  NAD 27      -  33 59 59.55800(N)    113 19 58.75200(W) AD(       ) 2
 DV1906
 DV1906.Superseded values are not recommended for survey control.
 DV1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1906.See file dsdata.txt to determine how the superseded data were derived.
 DV1906
 DV1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8446164601(NAD 83)
 DV1906_MARKER: I = METAL ROD
 DV1906_SETTING: 0 = UNSPECIFIED SETTING
 DV1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1906+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV1906
 DV1906  HISTORY     - Date     Condition        Report By
 DV1906  HISTORY     - 1944     MONUMENTED       CGS
 DV1906  HISTORY     - 1962     GOOD             USGS
 DV1906  HISTORY     - 20070428 GOOD             GEOCAC
 DV1906
 DV1906                          STATION DESCRIPTION
 DV1906
 DV1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 DV1906'STATION IS ABOUT 11 MILES W AND 4 MILES N OF AGUILA, IN
 DV1906'LOW SANDY DESERT COUNTRY, ABOUT 148 FEET S OF YUMA COUNTY
 DV1906'MARK = INITIAL MONUMENT R.M. 1, AND ABOUT 7 FEET W AND 148
 DV1906'FEET S OF TRIANGULATION STATION INITIAL MONUMENT.
 DV1906'
 DV1906'STATION IS A PIPE SET IN AND PROJECTING ABOVE A CONCRETE MONUMENT
 DV1906'MARKED MARICOPA COUNTY 1924, YAVAPAI COUNTY 1924, COR. NO. 1,
 DV1906'LAT. 34 DEG 00 MIN 00 SEC LONG. 113 DEG 20 MIN 00 SE
 DV1906
 DV1906                          STATION RECOVERY (1962)
 DV1906
 DV1906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DV1906'REACHED FROM AGUILA BY FOLLOWING DIRECTIONS TO INITIAL MONUMENT.
 DV1906'STATION IS 149 FEET SOUTH OF INITIAL MONUMENT.  TRUCK CAN
 DV1906'BE DRIVEN TO STATION.
 DV1906
 DV1906                          STATION RECOVERY (2007)
 DV1906
 DV1906'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2220 ***********************************************************************
 DV2220  DESIGNATION -  BOUNDARY COR 6 MARICOPA YAVAPAI CNTY
 DV2220  PID         -  DV2220
 DV2220  STATE/COUNTY-  AZ/YAVAPAI
 DV2220  USGS QUAD   -  OUTLAW HILL (1990)
 DV2220
 DV2220                         *CURRENT SURVEY CONTROL
 DV2220  ___________________________________________________________________
 DV2220* NAD 83(1992)-  33 59 59.67236(N)    112 56 53.47234(W)     ADJUSTED  
 DV2220* NAVD 88     -       743.5    (meters)    2439.     (feet)  VERTCON   
 DV2220  ___________________________________________________________________
 DV2220  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DV2220  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV2220  HORZ ORDER  -  SECOND
 DV2220
 DV2220.The horizontal coordinates were established by classical geodetic methods
 DV2220.and adjusted by the National Geodetic Survey in August 1993.
 DV2220
 DV2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2220
 DV2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2220
 DV2220.The geoid height was determined by GEOID03.
 DV2220
 DV2220;                    North         East     Units Scale Factor Converg.
 DV2220;SPC AZ C     -   333,123.443   118,070.720   MT  1.00001190   -0 34 36.7
 DV2220;SPC AZ C     - 1,092,924.68    387,371.13   iFT  1.00001190   -0 34 36.7
 DV2220;UTM  12      - 3,763,856.801   320,075.890   MT  0.99999908   -1 05 22.9
 DV2220
 DV2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2220!SPC AZ C     -   0.99988794  x   1.00001190  =   0.99989984
 DV2220!UTM  12      -   0.99988794  x   0.99999908  =   0.99988702
 DV2220
 DV2220:                Primary Azimuth Mark                     Grid Az
 DV2220:SPC AZ C     -  CORRAL                                   098 46 22.5
 DV2220:UTM  12      -  CORRAL                                   099 17 08.7
 DV2220
 DV2220|---------------------------------------------------------------------|
 DV2220| PID    Reference Object                     Distance      Geod. Az  |
 DV2220|                                                           dddmmss.s |
 DV2220| DV2218 CORRAL                              420.549 METERS 0981145.8 |
 DV2220| DV2219 CORRAL RM 1                         434.756 METERS 0994443.1 |
 DV2220|---------------------------------------------------------------------|
 DV2220
 DV2220                          SUPERSEDED SURVEY CONTROL
 DV2220
 DV2220  NAD 83(1986)-  33 59 59.67145(N)    112 56 53.47442(W) AD(       ) 2
 DV2220  NAD 27      -  33 59 59.56915(N)    112 56 50.81986(W) AD(       ) 2
 DV2220  NGVD 29 (07/19/86)  742.8    (m)         2437.     (f) VERT ANG    3  
 DV2220
 DV2220.Superseded values are not recommended for survey control.
 DV2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2220.See file dsdata.txt to determine how the superseded data were derived.
 DV2220
 DV2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2007663857(NAD 83)
 DV2220_MARKER: DD = SURVEY DISK
 DV2220_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DV2220_SP_SET: OBJECT IMBEDDED IN GROUND
 DV2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2220
 DV2220  HISTORY     - Date     Condition        Report By
 DV2220  HISTORY     - 1924     MONUMENTED       LOCSUR
 DV2220
 DV2220                          STATION DESCRIPTION
 DV2220
 DV2220'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1924 (T)
 DV2220'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 12.4 MILES WEST OF
 DV2220'WICKENBURG ALONG THE MARICOPA YAVAPAI COUNTY LINE.
 DV2220'
 DV2220'THE STATION IS A TRIANGULAR SHAPED MONUMENT ABOUT 2 FEET HIGH WITH A
 DV2220'PIPE SET IN TOP.  IT HAS A BRONZE PLATE WITH RAISED LETTERS ON NORTH
 DV2220'SIDE WHICH READ YAVAPAI COUNTY 1924.  A BRONZE PLATE ON SOUTH SIDE
 DV2220'READ MARICOPA COUNTY 1924.  ATACHED PLATE ON WEST SIDE READS,
 DV2220'LAT. 34 00 00 N  W.36700.7 FT TO COR. NO5  E. 9113.0 FT TO COR NO7.
 DV2220'
 DV2220'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 DV2220'WICKENBURG TRAVEL WEST ON US 60 FOR 10.05 MILES TO A SIDE ROAD RIGHT,
 DV2220'TURN RIGHT AND TRAVEL 4.35 MILES TO RAILROAD TRACKS, PASS THROUGH GATE
 DV2220'AND CROSS TRACKS AND PASS THROUGH ANOTHER GATE, TURN LEFT AND FOLLOW
 DV2220'TRAIL 2.3 MILES TO DIM TRACKS ON RIGHT. TURN SHARP RIGHT FOR 0.25 MILE
 DV2220'TO TRIANGULATION STATION CORRAL.  TURN LEFT AT STATION CORRAL AND
 DV2220'TRAVEL 0.3 MILE WEST TO CORNER NUMBER 6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1003 ***********************************************************************
 CG1003  DESIGNATION -  BOUNDARY MON 115 MX US
 CG1003  PID         -  CG1003
 CG1003  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1003  USGS QUAD   -  DUQUESNE (1982)
 CG1003
 CG1003                         *CURRENT SURVEY CONTROL
 CG1003  ___________________________________________________________________
 CG1003* NAD 83(1992)-  31 20 00.25448(N)    110 44 38.58258(W)     ADJUSTED  
 CG1003* NAVD 88     -      1680.     (meters)    5512.     (feet)  SCALED    
 CG1003  ___________________________________________________________________
 CG1003  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 CG1003  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CG1003  HORZ ORDER  -  SECOND
 CG1003
 CG1003.The horizontal coordinates were established by classical geodetic methods
 CG1003.and adjusted by the National Geodetic Survey in August 1993.
 CG1003
 CG1003.The orthometric height was scaled from a topographic map.
 CG1003
 CG1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1003
 CG1003.The geoid height was determined by GEOID03.
 CG1003
 CG1003;                    North         East     Units Scale Factor Converg.
 CG1003;SPC AZ C     -    37,555.450   324,950.739   MT  1.00005355   +0 36 35.4
 CG1003;SPC AZ C     -   123,213.42  1,066,111.35   iFT  1.00005355   +0 36 35.4
 CG1003;UTM  12      - 3,466,580.712   524,349.082   MT  0.99960731   +0 07 59.2
 CG1003
 CG1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1003!SPC AZ C     -   0.99974081  x   1.00005355  =   0.99979435
 CG1003!UTM  12      -   0.99974081  x   0.99960731  =   0.99934822
 CG1003
 CG1003                          SUPERSEDED SURVEY CONTROL
 CG1003
 CG1003  NAD 83(1986)-  31 20 00.24085(N)    110 44 38.57611(W) AD(       ) 2
 CG1003  NAD 27      -  31 19 59.87900(N)    110 44 36.27800(W) AD(       ) 2
 CG1003
 CG1003.Superseded values are not recommended for survey control.
 CG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1003.See file dsdata.txt to determine how the superseded data were derived.
 CG1003
 CG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV2434966581(NAD 83)
 CG1003_MARKER: 71 = BOUNDARY MONUMENT
 CG1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1003+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2007
 CG1003
 CG1003  HISTORY     - Date     Condition        Report By
 CG1003  HISTORY     - 1936     FIRST OBSERVED   CGS
 CG1003  HISTORY     - 20070805 GOOD             GEOCAC
 CG1003
 CG1003                          STATION DESCRIPTION
 CG1003
 CG1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CG1003'MONUMENT NO. 115 IS ON A PROMINENT, BARE, ROCKY RIDGE, ABOUT 300 YARDS
 CG1003'SE OF THE HIGHEST POINT, ABOUT 50 YARDS N OF A BIG SADDLE, AT A WIRE
 CG1003'FENCE CORNER.  THE MONUMENT IS CONSTRUCTED OF HOLLOW IRON, ABOUT
 CG1003'8 INCHES SQUARE AT THE TOP AND COMING TO A POINT AT THE TIP,
 CG1003'SET ON A CONCRETE BASE.  THE MONUMENT IS PAINTED SILVER COLOR
 CG1003'AND STANDS ABOUT 7 FEET TALL.
 CG1003
 CG1003                          STATION RECOVERY (2007)
 CG1003
 CG1003'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CG1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1008 ***********************************************************************
 CG1008  DESIGNATION -  BOUNDARY MON 117 MX US
 CG1008  PID         -  CG1008
 CG1008  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1008  USGS QUAD   -  KINO SPRINGS (1981)
 CG1008
 CG1008                         *CURRENT SURVEY CONTROL
 CG1008  ___________________________________________________________________
 CG1008* NAD 83(1992)-  31 20 01.25372(N)    110 49 41.37354(W)     ADJUSTED  
 CG1008* NAVD 88     -      1198.9    (meters)    3933.     (feet)  VERTCON   
 CG1008  ___________________________________________________________________
 CG1008  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 CG1008  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CG1008  HORZ ORDER  -  THIRD
 CG1008
 CG1008.The horizontal coordinates were established by classical geodetic methods
 CG1008.and adjusted by the National Geodetic Survey in August 1993.
 CG1008
 CG1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1008
 CG1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1008
 CG1008.The geoid height was determined by GEOID03.
 CG1008
 CG1008;                    North         East     Units Scale Factor Converg.
 CG1008;SPC AZ C     -    37,504.079   316,945.867   MT  1.00003231   +0 33 58.0
 CG1008;SPC AZ C     -   123,044.88  1,039,848.65   iFT  1.00003231   +0 33 58.0
 CG1008;UTM  12      - 3,466,595.941   516,347.563   MT  0.99960330   +0 05 21.7
 CG1008
 CG1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1008!SPC AZ C     -   0.99981636  x   1.00003231  =   0.99984867
 CG1008!UTM  12      -   0.99981636  x   0.99960330  =   0.99941974
 CG1008
 CG1008|---------------------------------------------------------------------|
 CG1008| PID    Reference Object                     Distance      Geod. Az  |
 CG1008|                                                           dddmmss.s |
 CG1008| CC6026 BOUNDARY MON 117 RM 1                20.575 METERS 02414     |
 CG1008| CC6025 BOUNDARY MON 117 AZ MK                             0870521.5 |
 CG1008| CC6139 BOUNDARY MON 116 MX US                             0901159.1 |
 CG1008| CC6027 BOUNDARY MON 117 RM 2                23.004 METERS 32242     |
 CG1008|---------------------------------------------------------------------|
 CG1008
 CG1008                          SUPERSEDED SURVEY CONTROL
 CG1008
 CG1008  NAD 83(1986)-  31 20 01.23963(N)    110 49 41.36752(W) AD(       ) 3
 CG1008  NAD 27      -  31 20 00.87600(N)    110 49 39.06100(W) AD(       ) 3
 CG1008  NGVD 29 (07/19/86) 1198.0    (m)         3930.     (f) VERT ANG    3  
 CG1008
 CG1008.Superseded values are not recommended for survey control.
 CG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1008.See file dsdata.txt to determine how the superseded data were derived.
 CG1008
 CG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV1634866596(NAD 83)
 CG1008_MARKER: 71 = BOUNDARY MONUMENT
 CG1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1008+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 CG1008
 CG1008  HISTORY     - Date     Condition        Report By
 CG1008  HISTORY     - 1936     FIRST OBSERVED   CGS
 CG1008  HISTORY     - 20070309 GOOD             PROJEC
 CG1008
 CG1008                          STATION DESCRIPTION
 CG1008
 CG1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1008'A METAL BOUNDARY MARKER OF THE U.S.- MEXICO BORDER, ABOUT 7
 CG1008'MILES E OF NOGALES, 1/2 MILE SE OF THE BUENA VISTA RANCH
 CG1008'BUILDINGS, ON THE CREST OF THE FIRST RIDGE E OF THE SANTA
 CG1008'CRUZ RIVER, 62 FT. S OF STRAND WIRE FENCE, A CAST IRON BOUNDARY
 CG1008'MONUMENT ABOUT 7 FEET HIGH, BOLTED TO A CONCRETE BASE, HAVING
 CG1008'THE RAISED NUMERALS 117 ON ITS E FACE.  THE INSTRUMENT WAS
 CG1008'MOUNTED OVER THE TIP OF THE MONUMENT.
 CG1008'
 CG1008'R.M. NO. 1 IS NNE OF THE MONUMENT, ON THE FENCE LINE.  R.M. NO.
 CG1008'2 IS NW OF THE MONUMENT, ON THE FENCE LINE.  THE AZIMUTH MARK
 CG1008'IS APPROXIMATELY 0.3 MILE E OF THE MONUMENT, ALONG THE FENCE
 CG1008'LINE, ON THE CREST OF THE THIRD SHALLOW RIDGE CREST E OF THE
 CG1008'STATION, JUST S OF THE FENCE.
 CG1008'
 CG1008'TO REACH THE STATION FROM THE POST OFFICE AT NOGALES, GO NE ON
 CG1008'STATE ROUTE 83 FOR 7.0 MILES AND TURN RIGHT THROUGH CATTLE
 CG1008'GUARD ON GRADED ROAD AT SMALL BRICK SCHOOL ON THE RIGHT, THENCE
 CG1008'3.6 MILES, OR 0.4 MILE PAST CATTLE GUARD, AND TURN RIGHT, SW,
 CG1008'ON TRACK ROAD, THENCE 2.2 MILES AND KEEP MAIN LEFT FORK, THENCE
 CG1008'0.5 MILE, OR 0.2 MILE BEFORE REACHING BUNEA VISTA RANCH
 CG1008'BUILDINGS, AND TURN LEFT ON DIM TRACK ALONG CREST OF RIDGE,
 CG1008'THENCE SE ALONG CREST OF RIDGE FOR 1.2 MILES AND TURN
 CG1008'RIGHT ALONG CROSS RIDGE AT SMALL STONE CAIRN ON LEFT, THENCE
 CG1008'0.6 MILE TO FENCE LINE AND THE BOUNDARY MONUMENT 62 FEET S.
 CG1008'
 CG1008'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CG1008
 CG1008                          STATION RECOVERY (2007)
 CG1008
 CG1008'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (PM)
 CG1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1030 ***********************************************************************
 CG1030  DESIGNATION -  BOUNDARY MON 119 ECC
 CG1030  PID         -  CG1030
 CG1030  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1030  USGS QUAD   -  NOGALES (1981)
 CG1030
 CG1030                         *CURRENT SURVEY CONTROL
 CG1030  ___________________________________________________________________
 CG1030* NAD 83(1992)-  31 20 01.50461(N)    110 54 05.78755(W)     ADJUSTED  
 CG1030* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 CG1030  ___________________________________________________________________
 CG1030  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CG1030  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CG1030  HORZ ORDER  -  SECOND
 CG1030
 CG1030.The horizontal coordinates were established by classical geodetic methods
 CG1030.and adjusted by the National Geodetic Survey in August 1993.
 CG1030
 CG1030.The orthometric height was scaled from a topographic map.
 CG1030
 CG1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1030
 CG1030.The geoid height was determined by GEOID03.
 CG1030
 CG1030;                    North         East     Units Scale Factor Converg.
 CG1030;SPC AZ C     -    37,445.072   309,955.865   MT  1.00001505   +0 31 40.4
 CG1030;SPC AZ C     -   122,851.29  1,016,915.57   iFT  1.00001505   +0 31 40.4
 CG1030;UTM  12      - 3,466,595.097   509,360.258   MT  0.99960108   +0 03 04.2
 CG1030
 CG1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1030!SPC AZ C     -   0.99980352  x   1.00001505  =   0.99981857
 CG1030!UTM  12      -   0.99980352  x   0.99960108  =   0.99940468
 CG1030
 CG1030|---------------------------------------------------------------------|
 CG1030| PID    Reference Object                     Distance      Geod. Az  |
 CG1030|                                                           dddmmss.s |
 CG1030| CC6028 BOUNDARY MON 119 ECC RM 1             9.198 METERS 05849     |
 CG1030| CG1012 BOUNDARY MON 119 MX US               67.492 METERS 19132     |
 CG1030| CC6029 BOUNDARY MON 119 ECC RM 2            15.110 METERS 31658     |
 CG1030|---------------------------------------------------------------------|
 CG1030
 CG1030                          SUPERSEDED SURVEY CONTROL
 CG1030
 CG1030  NAD 83(1986)-  31 20 01.49108(N)    110 54 05.78236(W) AD(       ) 2
 CG1030  NAD 27      -  31 20 01.13300(N)    110 54 03.47300(W) AD(       ) 2
 CG1030
 CG1030.Superseded values are not recommended for survey control.
 CG1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1030.See file dsdata.txt to determine how the superseded data were derived.
 CG1030
 CG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0936066595(NAD 83)
 CG1030_MARKER: DS = TRIANGULATION STATION DISK
 CG1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1030
 CG1030  HISTORY     - Date     Condition        Report By
 CG1030  HISTORY     - 1936     MONUMENTED       CGS
 CG1030  HISTORY     - 1949     POOR             IBWC
 CG1030  HISTORY     - 1951     POOR             FAS
 CG1030  HISTORY     - 1957     POOR             USGS
 CG1030
 CG1030                          STATION DESCRIPTION
 CG1030
 CG1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1030'ON A LOW BARE GRAVELLY HILL ON THE BORDER, ABOUT 2.0 MILES
 CG1030'EAST OF NOGALES.  MARKED BY STANDARD BRONZE DISKS.
 CG1030'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1030'REFERENCE DISK, IS 9.198 METERS (30.18 FEET) FROM
 CG1030'STATION N 58 DEG 49 MIN E. REFERENCE MARK NO. 2, A
 CG1030'STANDARD BRONZE REFERENCE DISK, IS 15.110 METERS
 CG1030'(49.57 FEET) FROM STATION N 43 DEG 2 MIN W. BOUNDARY
 CG1030'MONUMENT NO. 119 (I.B.C.) IS 67.492 METERS (221.43 FEET) FROM
 CG1030'STATION S 11 DEG 31 MIN W. THE AZIMUTH MARK,
 CG1030'BOUNDARY MONUMENT NO. 120 (I.B.C.) IS A REGULAR UNITED
 CG1030'STATES-MEXICO METAL BOUNDARY MONUMENT ABOUT 1-1/2 MILES
 CG1030'FROM STATION S 87 DEG 45 MIN W.
 CG1030
 CG1030                          STATION RECOVERY (1949)
 CG1030
 CG1030'RECOVERY NOTE BY INT BDRY WTR COMM 1949
 CG1030'LETTER FROM MR. L.M. LAWSON, COMMISSIONER, INTERNATIONAL BOUNDARY
 CG1030'AND WATER COMMISSION, U.S. AND MEXICO, EL PASO, TEXAS, DATED
 CG1030'JUNE 10, 1949--
 CG1030'
 CG1030'DURING RECENT SURVEYS, BOUNDARY MONUMENT 119 ECC., IN ARIZONA,
 CG1030'WAS REPORTED AS HAVING BEEN FOUND BROKEN OFF AT ITS CONCRETE
 CG1030'BASE AND DISPLACED.  IT WAS REPORTED THAT A PART OF THE CONCRETE
 CG1030'POST APPROXIMATELY 6 BY 6 BY 10 INCHES WITH THE U.S.C. AND G.S.
 CG1030'PLATE STILL EMBEDDED WAS LYING ABOUT 20 FEET AWAY FROM ITS
 CG1030'ORIGINAL POSITION WITH A PORTION OF THE POST REMAINING IN THE
 CG1030'GROUND.
 CG1030'
 CG1030'NO REFERENCE MARKS WERE FOUND, ONLY SHALLOW HOLES FROM WHICH
 CG1030'THEY MIGHT HAVE BEEN REMOVED.
 CG1030
 CG1030                          STATION RECOVERY (1951)
 CG1030
 CG1030'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1951
 CG1030'MONUMENT DESTROYED, DISK MISSING.  CONCRETE ABOVE GROUND BROKEN,
 CG1030'PORTION BELOW GROUND INTACT.  DID NOT SEARCH FOR UNDERGROUND
 CG1030'POINTS.  DID NOT RECOVER REFERENCE MARKS.  APPARENTLY DESTROYED.
 CG1030
 CG1030                          STATION RECOVERY (1957)
 CG1030
 CG1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1030'BROKEN CONCRETE WITH THE MONUMENT IMPRINT FOUND AT STATION
 CG1030'SITE.
 CG1030'
 CG1030'REFERENCE MARKS 1 AND 2 DESTROYED AND FOUND LYING IN A WASH
 CG1030'ABOUT 50 YARDS NORTHEAST OF ORIGINAL SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1011 ***********************************************************************
 CG1011  DESIGNATION -  BOUNDARY MON 120 MX US
 CG1011  PID         -  CG1011
 CG1011  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1011  USGS QUAD   -  NOGALES (1981)
 CG1011
 CG1011                         *CURRENT SURVEY CONTROL
 CG1011  ___________________________________________________________________
 CG1011* NAD 83(1992)-  31 19 58.35281(N)    110 55 39.68370(W)     ADJUSTED  
 CG1011* NAVD 88     -      1279.2    (meters)    4197.     (feet)  VERTCON   
 CG1011  ___________________________________________________________________
 CG1011  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CG1011  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG1011  HORZ ORDER  -  SECOND
 CG1011
 CG1011.The horizontal coordinates were established by classical geodetic methods
 CG1011.and adjusted by the National Geodetic Survey in August 1993.
 CG1011
 CG1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1011
 CG1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1011
 CG1011.The geoid height was determined by GEOID03.
 CG1011
 CG1011;                    North         East     Units Scale Factor Converg.
 CG1011;SPC AZ C     -    37,325.427   307,474.560   MT  1.00000922   +0 30 51.5
 CG1011;SPC AZ C     -   122,458.75  1,008,774.80   iFT  1.00000922   +0 30 51.5
 CG1011;UTM  12      - 3,466,496.142   506,879.064   MT  0.99960058   +0 02 15.4
 CG1011
 CG1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1011!SPC AZ C     -   0.99980379  x   1.00000922  =   0.99981301
 CG1011!UTM  12      -   0.99980379  x   0.99960058  =   0.99940445
 CG1011
 CG1011                          SUPERSEDED SURVEY CONTROL
 CG1011
 CG1011  NAD 83(1986)-  31 19 58.33935(N)    110 55 39.67894(W) AD(       ) 2
 CG1011  NAD 27      -  31 19 57.98800(N)    110 55 37.36600(W) AD(       ) 2
 CG1011  NGVD 29 (07/19/86) 1278.3    (m)         4194.     (f) VERT ANG    3  
 CG1011
 CG1011.Superseded values are not recommended for survey control.
 CG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1011.See file dsdata.txt to determine how the superseded data were derived.
 CG1011
 CG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0687966496(NAD 83)
 CG1011_MARKER: 71 = BOUNDARY MONUMENT
 CG1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CG1011+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2007
 CG1011
 CG1011  HISTORY     - Date     Condition        Report By
 CG1011  HISTORY     - 1910     FIRST OBSERVED   IBWC
 CG1011  HISTORY     - 20070206 GOOD             PROJEC
 CG1011
 CG1011                          STATION DESCRIPTION
 CG1011
 CG1011'DESCRIBED BY INT BDRY WTR COMM 1910 (JSH)
 CG1011'ON THE NORTH SLOPE OF THE SHARP BALD RIDGE 3/4 MILE EAST OF NOGALES.
 CG1011'ON THE HIGHEST POINT IN THE VICINITY, AND OVERLOOKS A WIDE EXTENT
 CG1011'OF THE COUNTRY.  A STANDARD IRON MONUMENT OF THE UNITED
 CG1011'STATES-MEXICO BOUNDARY COMMISSION.  REFERENCE MARK (BOUNDARY
 CG1011'MONUMENT NO. 120 ECC.) IS A STANDARD STATION DISK CEMENTED IN THE
 CG1011'TOP OF A ONE-INCH PIPE, IS 1.250 METERS (4.10 FEET) FROM STATION
 CG1011'S 89 DEG 46 MIN W.
 CG1011
 CG1011                          STATION RECOVERY (2007)
 CG1011
 CG1011'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (CS)
 CG1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1031 ***********************************************************************
 CG1031  DESIGNATION -  BOUNDARY MON 121 MX US
 CG1031  PID         -  CG1031
 CG1031  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1031  USGS QUAD   -  NOGALES (1981)
 CG1031
 CG1031                         *CURRENT SURVEY CONTROL
 CG1031  ___________________________________________________________________
 CG1031* NAD 83(1992)-  31 19 57.92833(N)    110 56 20.29787(W)     ADJUSTED  
 CG1031* NAVD 88     -      1224.9    (meters)    4019.     (feet)  VERTCON   
 CG1031  ___________________________________________________________________
 CG1031  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 CG1031  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG1031  HORZ ORDER  -  SECOND
 CG1031
 CG1031.The horizontal coordinates were established by classical geodetic methods
 CG1031.and adjusted by the National Geodetic Survey in August 1993.
 CG1031
 CG1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1031
 CG1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1031
 CG1031.The geoid height was determined by GEOID03.
 CG1031
 CG1031;                    North         East     Units Scale Factor Converg.
 CG1031;SPC AZ C     -    37,302.771   306,401.019   MT  1.00000674   +0 30 30.4
 CG1031;SPC AZ C     -   122,384.42  1,005,252.69   iFT  1.00000674   +0 30 30.4
 CG1031;UTM  12      - 3,466,482.424   505,805.809   MT  0.99960042   +0 01 54.2
 CG1031
 CG1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1031!SPC AZ C     -   0.99981232  x   1.00000674  =   0.99981906
 CG1031!UTM  12      -   0.99981232  x   0.99960042  =   0.99941281
 CG1031
 CG1031:                Primary Azimuth Mark                     Grid Az
 CG1031:SPC AZ C     -  NOGALES COURTHOUSE DOME                  014 16 36.2
 CG1031:UTM  12      -  NOGALES COURTHOUSE DOME                  014 45 12.4
 CG1031
 CG1031|---------------------------------------------------------------------|
 CG1031| PID    Reference Object                     Distance      Geod. Az  |
 CG1031|                                                           dddmmss.s |
 CG1031| CG1020 NOGALES COURTHOUSE DOME             418.474 METERS 0144706.6 |
 CG1031| CG1019 NOGALES MEXICAN CUSTOMHOUSE FS      APPROX. 0.5 KM 2503442.1 |
 CG1031| CG1026 NOGALES PUBLIC SCHOOL               APPROX. 0.5 KM 3373833.1 |
 CG1031| CG1015 NOGALES CATHOLIC CHURCH             APPROX. 0.6 KM 3430131.0 |
 CG1031|---------------------------------------------------------------------|
 CG1031
 CG1031                          SUPERSEDED SURVEY CONTROL
 CG1031
 CG1031  NAD 83(1986)-  31 19 57.91487(N)    110 56 20.29326(W) AD(       ) 2
 CG1031  NAD 27      -  31 19 57.56300(N)    110 56 17.97600(W) AD(       ) 2
 CG1031  NGVD 29 (07/19/86) 1224.0    (m)         4016.     (f) VERT ANG    3  
 CG1031
 CG1031.Superseded values are not recommended for survey control.
 CG1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1031.See file dsdata.txt to determine how the superseded data were derived.
 CG1031
 CG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0580666482(NAD 83)
 CG1031_MARKER: 71 = BOUNDARY MONUMENT
 CG1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CG1031+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2007
 CG1031
 CG1031  HISTORY     - Date     Condition        Report By
 CG1031  HISTORY     - 1910     FIRST OBSERVED   IBWC
 CG1031  HISTORY     - 20070112 GOOD             PROJEC
 CG1031
 CG1031                          STATION DESCRIPTION
 CG1031
 CG1031'DESCRIBED BY INT BDRY WTR COMM 1910 (JSH)
 CG1031'ON THE NORTH SLOPE OF A SHARP RIDGE ABOUT 200 METERS SOUTHEAST
 CG1031'OF THE PRINCIPAL STREET OF NOGALES.  A STANDARD IRON MONUMENT
 CG1031'OF UNITED STATES-MEXICO BOUNDARY COMMISSION.  REFERENCE MARK
 CG1031'(BOUNDARY MONUMENT NO. 121 ECC.), IS A STANDARD DISK STATION A
 CG1031'MARK CEMENTED IN THE TOP OF A ONE INCH PIPE AND IS 2.777 METERS
 CG1031'(9.11 FEET) FROM STATION N 83 DEG 35 MIN W.
 CG1031
 CG1031                          STATION RECOVERY (2007)
 CG1031
 CG1031'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (CS)
 CG1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1107 ***********************************************************************
 CG1107  DESIGNATION -  BOUNDARY MON 126 MX US
 CG1107  PID         -  CG1107
 CG1107  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1107  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1107
 CG1107                         *CURRENT SURVEY CONTROL
 CG1107  ___________________________________________________________________
 CG1107* NAD 83(1992)-  31 19 56.44639(N)    111 04 21.16285(W)     ADJUSTED  
 CG1107* NAVD 88     -      1555.     (meters)    5102.     (feet)  SCALED    
 CG1107  ___________________________________________________________________
 CG1107  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CG1107  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG1107  HORZ ORDER  -  SECOND
 CG1107
 CG1107.The horizontal coordinates were established by classical geodetic methods
 CG1107.and adjusted by the National Geodetic Survey in August 1993.
 CG1107
 CG1107.The orthometric height was scaled from a topographic map.
 CG1107
 CG1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1107
 CG1107.The geoid height was determined by GEOID03.
 CG1107
 CG1107;                    North         East     Units Scale Factor Converg.
 CG1107;SPC AZ C     -    37,152.031   293,689.559   MT  0.99997957   +0 26 20.3
 CG1107;SPC AZ C     -   121,889.87    963,548.42   iFT  0.99997957   +0 26 20.3
 CG1107;UTM  12      - 3,466,437.465   493,098.527   MT  0.99960059   -0 02 15.8
 CG1107
 CG1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1107!SPC AZ C     -   0.99976054  x   0.99997957  =   0.99974012
 CG1107!UTM  12      -   0.99976054  x   0.99960059  =   0.99936123
 CG1107
 CG1107                          SUPERSEDED SURVEY CONTROL
 CG1107
 CG1107  NAD 83(1986)-  31 19 56.43312(N)    111 04 21.15958(W) AD(       ) 2
 CG1107  NAD 27      -  31 19 56.07900(N)    111 04 18.83100(W) AD(       ) 2
 CG1107
 CG1107.Superseded values are not recommended for survey control.
 CG1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1107.See file dsdata.txt to determine how the superseded data were derived.
 CG1107
 CG1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9309966437(NAD 83)
 CG1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1107+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 CG1107
 CG1107  HISTORY     - Date     Condition        Report By
 CG1107  HISTORY     - 1910     MONUMENTED       IBC
 CG1107  HISTORY     - 1958     GOOD             IBWC
 CG1107  HISTORY     - 20070420 GOOD             PROJEC
 CG1107
 CG1107                          STATION DESCRIPTION
 CG1107
 CG1107'DESCRIBED BY INT BDRY WTR COMM 1958
 CG1107'STATION IS LOCATED ON A NORTH-SOUTH RIDGE 3 FEET NORTH OF LARGE
 CG1107'GROUP OF DARK TREES.  35 FEET EAST SOUTH EAST OF LONE EVERGREEN.
 CG1107'55 FEET WEST SOUTH WEST OF LONE EVERGREEN.  46 FEET SOUTH TIP
 CG1107'OF TREE LINE.
 CG1107
 CG1107                          STATION RECOVERY (2007)
 CG1107
 CG1107'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (GA)
 CG1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1104 ***********************************************************************
 CG1104  DESIGNATION -  BOUNDARY MON 127 MX US
 CG1104  PID         -  CG1104
 CG1104  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1104  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1104
 CG1104                         *CURRENT SURVEY CONTROL
 CG1104  ___________________________________________________________________
 CG1104* NAD 83(1992)-  31 19 56.43489(N)    111 04 29.93217(W)     ADJUSTED  
 CG1104* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 CG1104  ___________________________________________________________________
 CG1104  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CG1104  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG1104  HORZ ORDER  -  SECOND
 CG1104
 CG1104.The horizontal coordinates were established by classical geodetic methods
 CG1104.and adjusted by the National Geodetic Survey in August 1993.
 CG1104
 CG1104.The orthometric height was scaled from a topographic map.
 CG1104
 CG1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1104
 CG1104.The geoid height was determined by GEOID03.
 CG1104
 CG1104;                    North         East     Units Scale Factor Converg.
 CG1104;SPC AZ C     -    37,149.903   293,457.743   MT  0.99997911   +0 26 15.7
 CG1104;SPC AZ C     -   121,882.88    962,787.87   iFT  0.99997911   +0 26 15.7
 CG1104;UTM  12      - 3,466,437.266   492,866.789   MT  0.99960063   -0 02 20.4
 CG1104
 CG1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1104!SPC AZ C     -   0.99975803  x   0.99997911  =   0.99973714
 CG1104!UTM  12      -   0.99975803  x   0.99960063  =   0.99935876
 CG1104
 CG1104                          SUPERSEDED SURVEY CONTROL
 CG1104
 CG1104  NAD 83(1986)-  31 19 56.42163(N)    111 04 29.92892(W) AD(       ) 2
 CG1104  NAD 27      -  31 19 56.07000(N)    111 04 27.60000(W) AD(       ) 2
 CG1104
 CG1104.Superseded values are not recommended for survey control.
 CG1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1104.See file dsdata.txt to determine how the superseded data were derived.
 CG1104
 CG1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9286766437(NAD 83)
 CG1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1104+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 CG1104
 CG1104  HISTORY     - Date     Condition        Report By
 CG1104  HISTORY     - 1910     MONUMENTED       IBC
 CG1104  HISTORY     - 1958     GOOD             IBWC
 CG1104  HISTORY     - 20070420 GOOD             PROJEC
 CG1104
 CG1104                          STATION DESCRIPTION
 CG1104
 CG1104'DESCRIBED BY INT BDRY WTR COMM 1958
 CG1104'STATION IS LOCATED ON A SHARP RIDGE JUST SOUTH OF DRAIN FORK.
 CG1104'952 FEET SE OF LONE BUSH REFERENCE POST 1.  1840 FEET SOUTH OF
 CG1104'CENTER OF DAM REFERENCE POST 2.  779 FEET W OF BOUNDARY
 CG1104'MONUMENT 126.
 CG1104
 CG1104                          STATION RECOVERY (2007)
 CG1104
 CG1104'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (GA)
 CG1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1108 ***********************************************************************
 CG1108  DESIGNATION -  BOUNDARY MON 128 ECC
 CG1108  PID         -  CG1108
 CG1108  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1108  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1108
 CG1108                         *CURRENT SURVEY CONTROL
 CG1108  ___________________________________________________________________
 CG1108* NAD 83(1992)-  31 20 00.84441(N)    111 04 43.90904(W)     ADJUSTED  
 CG1108* NAVD 88     -      1667.     (meters)    5469.     (feet)  SCALED    
 CG1108  ___________________________________________________________________
 CG1108  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG1108  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG1108  HORZ ORDER  -  SECOND
 CG1108
 CG1108.The horizontal coordinates were established by classical geodetic methods
 CG1108.and adjusted by the National Geodetic Survey in August 1993.
 CG1108
 CG1108.The orthometric height was scaled from a topographic map.
 CG1108
 CG1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1108
 CG1108.The geoid height was determined by GEOID03.
 CG1108
 CG1108;                    North         East     Units Scale Factor Converg.
 CG1108;SPC AZ C     -    37,282.887   293,087.229   MT  0.99997838   +0 26 08.5
 CG1108;SPC AZ C     -   122,319.18    961,572.27   iFT  0.99997838   +0 26 08.5
 CG1108;UTM  12      - 3,466,573.277   492,497.534   MT  0.99960069   -0 02 27.6
 CG1108
 CG1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1108!SPC AZ C     -   0.99974296  x   0.99997838  =   0.99972135
 CG1108!UTM  12      -   0.99974296  x   0.99960069  =   0.99934376
 CG1108
 CG1108|---------------------------------------------------------------------|
 CG1108| PID    Reference Object                     Distance      Geod. Az  |
 CG1108|                                                           dddmmss.s |
 CG1108| CH4285 BOUNDARY MON 128 RM 1                 7.316 METERS 06136     |
 CG1108| CG1024 NOGALES AZHD RADIO MAST             APPROX.12.0 KM 0873912.5 |
 CG1108| CH4286 BOUNDARY MON 128 RM 2                 8.571 METERS 35300     |
 CG1108|---------------------------------------------------------------------|
 CG1108
 CG1108                          SUPERSEDED SURVEY CONTROL
 CG1108
 CG1108  NAD 83(1986)-  31 20 00.83115(N)    111 04 43.90581(W) AD(       ) 2
 CG1108  NAD 27      -  31 20 00.47800(N)    111 04 41.57800(W) AD(       ) 2
 CG1108
 CG1108.Superseded values are not recommended for survey control.
 CG1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1108.See file dsdata.txt to determine how the superseded data were derived.
 CG1108
 CG1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9249866573(NAD 83)
 CG1108_MARKER: DS = TRIANGULATION STATION DISK
 CG1108_SETTING: 80 = SET IN A BOULDER
 CG1108_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1108+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2007
 CG1108
 CG1108  HISTORY     - Date     Condition        Report By
 CG1108  HISTORY     - 1935     MONUMENTED       CGS
 CG1108  HISTORY     - 1958     GOOD             AMS
 CG1108  HISTORY     - 1959     GOOD             CGS
 CG1108  HISTORY     - 20070405 GOOD             PROJEC
 CG1108
 CG1108                          STATION DESCRIPTION
 CG1108
 CG1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1108'ABOUT 8 MILES AIR LINE, WEST OF NOGALES, ARIZ.  TO REACH FROM N
 CG1108'GALES, FOLLOW U.S. HIGHWAY NO. 89 NORTH FOR 6.8 MILES, TURN LEFT
 CG1108'AT SIGN READING RUBY23, BEAR VALLEY 19, GO 6.6 MILES, TURN LEFT
 CG1108'OFF MAIN ROAD AND GO 0.05 MILE, KEEP STRAIGHT AHEAD FOR 2.5 MILES
 CG1108'TO END OF TRUCK TRAVEL.  FROM HERE HIKE UP CREEK BOTTOM FOR ABOUT
 CG1108'ONE-THIRD OF A MILE TO SECOND SHARP LEFT BEND IN CREEK, TAKE
 CG1108'TRAIL UP LEFT SIDE OF CANYON TO CREST OF FIRST RIDGE, THEN FOLLOW
 CG1108'TRAIL ALONG RIDGE TO STATION.  MARKED BY A STANDARD BRONZE DISK
 CG1108'AS DESCRIBED.  REFERENCE MARK NO. 1, A STANDARD
 CG1108'BRONZE REFERENCE DISK, IS 7.50 METERS (24.6 FEET)
 CG1108'FROM STATION N 61 DEG 33 MIN E.  REFERENCE MARK NO. 2, A
 CG1108'STANDARD BRONZE REFERENCE DISK, IS 8.724 METERS
 CG1108'(28.62 FEET) FROM STATION N 07 DEG 01 MIN W.  BOUNDARY
 CG1108'MONUMENT NO. 128 (IBC) IS 3.480 METERS (11.42 FEET FROM
 CG1108'STATION N 03 DEG 44 MIN E.
 CG1108
 CG1108                          STATION RECOVERY (1958)
 CG1108
 CG1108'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG1108'STATION WAS RECOVERED IN GOOD CONDITION.
 CG1108'
 CG1108'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 CG1108
 CG1108                          STATION RECOVERY (1959)
 CG1108
 CG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1108'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CG1108'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CG1108'
 CG1108'DIFFERENCES IN THE HORIZONTAL MEASUREMENTS TO THE REFERENCE
 CG1108'MARKS WERE FOUND AND A NEW ROUTE TO THE STATION WAS USED.  A NEW
 CG1108'AND COMPLETE DESCRIPTION FOLLOWS.
 CG1108'
 CG1108'THE STATION IS ABOUT 8 MILES WEST OF NOGALES, NEAR THE BORDER
 CG1108'BETWEEN UNITED STATES AND MEXICO.
 CG1108'
 CG1108'TO REACH THE STATION FROM THE POST OFFICE AT TUMACACORI GO SOUTH
 CG1108'ON U.S. HIGHWAY 89 FOR 11.3 MILES TO THE JUNCTION WITH STATE
 CG1108'HIGHWAY 289 AND A SIGN ON THE RIGHT RUBY ROAD.  TURN RIGHT AND
 CG1108'FOLLOW STATE HIGHWAY 289 WEST FOR 3.3 MILES TO A CATTLE GUARD AND
 CG1108'THE END OF STATE HIGHWAY 289.  CONTINUE WEST ON THE GRAVELED
 CG1108'ROAD FOR 3.0 MILES TO A SIGN ON THE LEFT, CALABASAS RIDGE ROAD,
 CG1108'TURN LEFT ON THE TRACK ROAD AND GO ABOUT 100 FEET TO A FORK,
 CG1108'TAKE RIGHT FORK AND GO SOUTHWEST 0.05 MILE TO A T ROAD
 CG1108'INTERSECTION.  TURN LEFT AND GO ABOUT 100 FEET TO A FORK, TAKE
 CG1108'RIGHT FORK AND GO ABOUT 150 FEET TO A DIM TRACK ROAD LEFT, TURN
 CG1108'LEFT AND FOLLOW THE TRACK ROAD ACROSS THE WASH AND UP ON THE
 CG1108'RIDGE GOING SOUTHWESTERLY FOR 5.3 MILES TO A SIGN BULL SPRINGS 2
 CG1108'SUMMIT MOTOR WAY 6 AND THIS IS THE END OF TRUCK TRAVEL.
 CG1108'FROM HERE PACK SOUTHWEST FOR ABOUT 1/4 HOUR TO THE STATION.
 CG1108'
 CG1108'THE STATION MARK, STAMPED OFFSET 128 1935, IS A STANDARD DISK
 CG1108'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.  IT IS
 CG1108'55 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 11.3 FEET SOUTH
 CG1108'OF BOUNDARY MONUMENT 128.
 CG1108'
 CG1108'REFERENCE MARK 1, STAMPED BDY 128 NO 1 1935, IS A STANDARD DISK
 CG1108'SET IN CEMENT IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 1
 CG1108'FOOT.  IT IS 30 FEET SOUTH OF THE EAST-WEST FENCE LINE, 20 FEET
 CG1108'EAST OF BOUNDARY MONUMENT 128 AND 5 FEET BELOW STATION ELEVATION.
 CG1108'
 CG1108'REFERENCE MARK 2, STAMPED BDY 128 NO 2 1935, IS A STANDARD DISK
 CG1108'SET IN CEMENT IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 CG1108'10 INCHES.  IT IS 28 FEET SOUTH OF THE EAST-WEST FENCE LINE, 17
 CG1108'FEET NORTHWEST OF BOUNDARY MONUMENT 128 AND 4 FEET BELOW STATION
 CG1108'ELEVATION.
 CG1108
 CG1108                          STATION RECOVERY (2007)
 CG1108
 CG1108'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (GA)
 CG1108'REFERENCE MARKS 1 AND 2 ALSO RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1109 ***********************************************************************
 CG1109  DESIGNATION -  BOUNDARY MON 128 MX US
 CG1109  PID         -  CG1109
 CG1109  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1109  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1109
 CG1109                         *CURRENT SURVEY CONTROL
 CG1109  ___________________________________________________________________
 CG1109* NAD 83(1992)-  31 20 00.95716(N)    111 04 43.90047(W)     ADJUSTED  
 CG1109* NAVD 88     -      1667.0    (meters)    5469.     (feet)  VERTCON   
 CG1109  ___________________________________________________________________
 CG1109  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG1109  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG1109  HORZ ORDER  -  SECOND
 CG1109
 CG1109.The horizontal coordinates were established by classical geodetic methods
 CG1109.and adjusted by the National Geodetic Survey in August 1993.
 CG1109
 CG1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1109
 CG1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1109
 CG1109.The geoid height was determined by GEOID03.
 CG1109
 CG1109;                    North         East     Units Scale Factor Converg.
 CG1109;SPC AZ C     -    37,286.362   293,087.429   MT  0.99997838   +0 26 08.5
 CG1109;SPC AZ C     -   122,330.58    961,572.93   iFT  0.99997838   +0 26 08.5
 CG1109;UTM  12      - 3,466,576.748   492,497.763   MT  0.99960069   -0 02 27.6
 CG1109
 CG1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1109!SPC AZ C     -   0.99974295  x   0.99997838  =   0.99972133
 CG1109!UTM  12      -   0.99974295  x   0.99960069  =   0.99934374
 CG1109
 CG1109                          SUPERSEDED SURVEY CONTROL
 CG1109
 CG1109  NAD 83(1986)-  31 20 00.94388(N)    111 04 43.89724(W) AD(       ) 2
 CG1109  NAD 27      -  31 20 00.59100(N)    111 04 41.56900(W) AD(       ) 2
 CG1109  NGVD 29 (07/19/86) 1666.1    (m)         5466.     (f) VERT ANG    3  
 CG1109
 CG1109.Superseded values are not recommended for survey control.
 CG1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1109.See file dsdata.txt to determine how the superseded data were derived.
 CG1109
 CG1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9249866577(NAD 83)
 CG1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1109+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 CG1109
 CG1109  HISTORY     - Date     Condition        Report By
 CG1109  HISTORY     - 1910     MONUMENTED       IBC
 CG1109  HISTORY     - 1935     GOOD             IBWC
 CG1109  HISTORY     - 1958     GOOD             IBWC
 CG1109  HISTORY     - 20070420 GOOD             PROJEC
 CG1109
 CG1109                          STATION DESCRIPTION
 CG1109
 CG1109'DESCRIBED BY INT BDRY WTR COMM 1935
 CG1109'ABOUT 8 MILES WEST OF NOGALES, ON THE NORTH SLOPE OF A RIDGE,
 CG1109'THE HIGHEST POINT OF THE BOUNDARY LINE IN THIS VICINITY AND 304
 CG1109'METERS WEST OF THE ANGLE IN THE LINE WHICH IS MARKED BY BOUNDARY
 CG1109'MONUMENT NO. 127 (I.B.C.).
 CG1109
 CG1109                          STATION RECOVERY (1958)
 CG1109
 CG1109'RECOVERY NOTE BY INT BDRY WTR COMM 1958
 CG1109'STATION IS LOCATED ON A NE-SW RIDGE, AT THE SOUTH TIP OF A LARGE
 CG1109'DARK GROUP OF BUSHES, 52 FEET W OF LONE BUSH.  108 FEET NW OF
 CG1109'LONE DARK TREE.  10 FEET E OF BUSH LINE.
 CG1109
 CG1109                          STATION RECOVERY (2007)
 CG1109
 CG1109'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (GA)
 CG1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1111 ***********************************************************************
 CG1111  DESIGNATION -  BOUNDARY MON 130 ECC
 CG1111  PID         -  CG1111
 CG1111  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1111  USGS QUAD   -  ALAMO SPRING (1980)
 CG1111
 CG1111                         *CURRENT SURVEY CONTROL
 CG1111  ___________________________________________________________________
 CG1111* NAD 83(1992)-  31 21 47.13851(N)    111 10 13.17132(W)     ADJUSTED  
 CG1111* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 CG1111  ___________________________________________________________________
 CG1111  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 CG1111  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CG1111  HORZ ORDER  -  SECOND
 CG1111
 CG1111.The horizontal coordinates were established by classical geodetic methods
 CG1111.and adjusted by the National Geodetic Survey in August 1993.
 CG1111
 CG1111.The orthometric height was scaled from a topographic map.
 CG1111
 CG1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1111
 CG1111.The geoid height was determined by GEOID03.
 CG1111
 CG1111;                    North         East     Units Scale Factor Converg.
 CG1111;SPC AZ C     -    40,493.837   284,361.096   MT  0.99996216   +0 23 18.4
 CG1111;SPC AZ C     -   132,853.80    932,943.23   iFT  0.99996216   +0 23 18.4
 CG1111;UTM  12      - 3,469,855.538   483,801.634   MT  0.99960324   -0 05 19.1
 CG1111
 CG1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1111!SPC AZ C     -   0.99981080  x   0.99996216  =   0.99977297
 CG1111!UTM  12      -   0.99981080  x   0.99960324  =   0.99941412
 CG1111
 CG1111|---------------------------------------------------------------------|
 CG1111| PID    Reference Object                     Distance      Geod. Az  |
 CG1111|                                                           dddmmss.s |
 CG1111| CG1112 BOUNDARY MON 130 MX US                4.495 METERS 01237     |
 CG1111| CH4287 BOUNDARY MON 130 ECC RM 1                          03903     |
 CG1111| CG1113 BOUNDARY MON 129 MX US              APPROX. 3.7 KM 1102948.1 |
 CG1111| CH4288 BOUNDARY MON 130 ECC RM 2                          29352     |
 CG1111|---------------------------------------------------------------------|
 CG1111
 CG1111                          SUPERSEDED SURVEY CONTROL
 CG1111
 CG1111  NAD 83(1986)-  31 21 47.12586(N)    111 10 13.16910(W) AD(       ) 2
 CG1111  NAD 27      -  31 21 46.77600(N)    111 10 10.83400(W) AD(       ) 2
 CG1111
 CG1111.Superseded values are not recommended for survey control.
 CG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1111.See file dsdata.txt to determine how the superseded data were derived.
 CG1111
 CG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV8380269856(NAD 83)
 CG1111_MARKER: DS = TRIANGULATION STATION DISK
 CG1111_SETTING: 66 = SET IN ROCK OUTCROP
 CG1111
 CG1111  HISTORY     - Date     Condition        Report By
 CG1111  HISTORY     - 1935     MONUMENTED       CGS
 CG1111
 CG1111                          STATION DESCRIPTION
 CG1111
 CG1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1111'ABOUT 13 MILES WEST AND 2 MILES NORTH OF NOGALES.  TO REACH FROM
 CG1111'NOGALES, TAKE U.S. HIGHWAY NO. 89 NORTH TO ITS JUNCTION WITH THE
 CG1111'RUBY ROAD, AND THEN FOLLOW THE RUBY ROAD FOR 14.0 MILES TO A
 CG1111'SUMMIT AND A SIGN READING SUMMIT MOTORWAY.  FOLLOW THE SUMMIT
 CG1111'MOTORWAY FOR 3.4 MILES TO ITS END AND 0.2 MILE BEYOND TO THE END
 CG1111'OF TRUCK TRAVEL.  THE MONUMENT IS ABOUT 1.0 MILE BEYOND IN
 CG1111'SOUTHWEST DIRECTION AND REACHED BY FOLLOWING THE DRIFT FENCE TO
 CG1111'THE SUMMIT OF RIDGE IN THAT DIRECTION, FROM WHERE THE MONUMENT
 CG1111'CAN BE SEEN ON THE SPUR OF A RIDGE WHICH LEADS SOUTH FROM THE
 CG1111'MAIN RIDGE.  ABOUT 35-MINUTE PACK WITH LOAD.  MARKED BY A
 CG1111'STANDARD BRONZE DISK. REFERENCE MARK
 CG1111'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 9.557
 CG1111'METERS (31.35 FEET) FROM STATION N 39 DEG 03 MIN E.
 CG1111'REFERENCE MARK NO.  2, A STANDARD BRONZE REFERENCE DISK,
 CG1111'IS 6.667 METERS (21.87 FEET) FROM STATION N 66 DEG 08 MIN W.
 CG1111'BOUNDARY MONUMENT NO. 130 (I.B.C.) IS 4,495 METERS
 CG1111'(14.75 FEET) FROM STATION N 12 DEG 37 MIN E. BOUNDARY
 CG1111'MONUMENT NO. 129 (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1118 ***********************************************************************
 CG1118  DESIGNATION -  BOUNDARY MON 132 ECC
 CG1118  PID         -  CG1118
 CG1118  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1118  USGS QUAD   -  BARTLETT MTN (1982)
 CG1118
 CG1118                         *CURRENT SURVEY CONTROL
 CG1118  ___________________________________________________________________
 CG1118* NAD 83(1992)-  31 23 51.21552(N)    111 16 45.49231(W)     ADJUSTED  
 CG1118* NAVD 88     -      1229.     (meters)    4032.     (feet)  SCALED    
 CG1118  ___________________________________________________________________
 CG1118  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CG1118  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG1118  HORZ ORDER  -  SECOND
 CG1118
 CG1118.The horizontal coordinates were established by classical geodetic methods
 CG1118.and adjusted by the National Geodetic Survey in August 1993.
 CG1118
 CG1118.The orthometric height was scaled from a topographic map.
 CG1118
 CG1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1118
 CG1118.The geoid height was determined by GEOID03.
 CG1118
 CG1118;                    North         East     Units Scale Factor Converg.
 CG1118;SPC AZ C     -    44,249.840   273,971.424   MT  0.99994530   +0 19 55.4
 CG1118;SPC AZ C     -   145,176.64    898,856.38   iFT  0.99994530   +0 19 55.4
 CG1118;UTM  12      - 3,473,696.630   473,447.216   MT  0.99960870   -0 08 43.8
 CG1118
 CG1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1118!SPC AZ C     -   0.99981178  x   0.99994530  =   0.99975709
 CG1118!UTM  12      -   0.99981178  x   0.99960870  =   0.99942056
 CG1118
 CG1118|---------------------------------------------------------------------|
 CG1118| PID    Reference Object                     Distance      Geod. Az  |
 CG1118|                                                           dddmmss.s |
 CG1118| CG1119 BOUNDARY MON 132 MX US               66.265 METERS 04038     |
 CG1118| CG1114 MONTANA                             APPROX. 7.1 KM 0433635.8 |
 CG1118| CG1112 BOUNDARY MON 130 MX US              APPROX.11.0 KM 1101103.7 |
 CG1118|---------------------------------------------------------------------|
 CG1118
 CG1118                          SUPERSEDED SURVEY CONTROL
 CG1118
 CG1118  NAD 83(1986)-  31 23 51.20363(N)    111 16 45.49124(W) AD(       ) 2
 CG1118  NAD 27      -  31 23 50.86000(N)    111 16 43.14900(W) AD(       ) 2
 CG1118
 CG1118.Superseded values are not recommended for survey control.
 CG1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1118.See file dsdata.txt to determine how the superseded data were derived.
 CG1118
 CG1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV7344773697(NAD 83)
 CG1118_MARKER: H = DRILL HOLE
 CG1118_SETTING: 66 = SET IN ROCK OUTCROP
 CG1118_SP_SET: SET IN ROCK OUTCROP
 CG1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1118+STABILITY: POSITION/ELEVATION WELL
 CG1118
 CG1118  HISTORY     - Date     Condition        Report By
 CG1118  HISTORY     - 1936     MONUMENTED       CGS
 CG1118
 CG1118                          STATION DESCRIPTION
 CG1118
 CG1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1118'ABOUT 5 MILES, AIR LINE, SOUTHWEST OF THE MINE AT RUBY, AND ABOUT
 CG1118'2 MILES SOUTHWEST OF THE OLD BLACK DIAMOND MINING CAMP.  IT IS ON
 CG1118'THE CREST OF A LOW RIDGE WHICH OVERLOOKS THE COUNTRY TO THE
 CG1118'SOUTH AND WEST, BUT THE COUNTRY TO THE NORTH IS HIGHER.  THE
 CG1118'STATION IS MARKED BY 3/4-INCH DRILL HOLE, 1 INCH DEEP, IN AN
 CG1118'OUTCROP OF HARD RED ROCK.  BOUNDARY MONUMENT NO. 132 (I.B.C.) IS
 CG1118'66.26 METERS (217.4 FEET) FROM STATION N 40 DEG 37 MIN E.
 CG1118'THE NUMBER OF THE BOUNDARY MONUMENT USED FOR AN
 CG1118'AZIMUTH MARK WAS NOT RECORDED.  IT IS THE FIRST MONUMENT
 CG1118'VISIBLE TO THE EAST, ON THE SOUTH SLOPE OF A CONSPICUOUS PEAK
 CG1118'AND ABOUT 3 MILES FROM STATION S 70 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1120 ***********************************************************************
 CG1120  DESIGNATION -  BOUNDARY MON 134 OFFSET
 CG1120  PID         -  CG1120
 CG1120  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1120  USGS QUAD   -  BARTLETT MTN (1982)
 CG1120
 CG1120                         *CURRENT SURVEY CONTROL
 CG1120  ___________________________________________________________________
 CG1120* NAD 83(1992)-  31 24 58.20368(N)    111 20 01.73686(W)     ADJUSTED  
 CG1120* NAVD 88     -      1212.     (meters)    3976.     (feet)  SCALED    
 CG1120  ___________________________________________________________________
 CG1120  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CG1120  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CG1120  HORZ ORDER  -  SECOND
 CG1120
 CG1120.The horizontal coordinates were established by classical geodetic methods
 CG1120.and adjusted by the National Geodetic Survey in August 1993.
 CG1120
 CG1120.The orthometric height was scaled from a topographic map.
 CG1120
 CG1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1120
 CG1120.The geoid height was determined by GEOID03.
 CG1120
 CG1120;                    North         East     Units Scale Factor Converg.
 CG1120;SPC AZ C     -    46,284.093   268,776.430   MT  0.99993787   +0 18 13.7
 CG1120;SPC AZ C     -   151,850.70    881,812.43   iFT  0.99993787   +0 18 13.7
 CG1120;UTM  12      - 3,475,773.437   468,271.076   MT  0.99961242   -0 10 26.4
 CG1120
 CG1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1120!SPC AZ C     -   0.99981446  x   0.99993787  =   0.99975235
 CG1120!UTM  12      -   0.99981446  x   0.99961242  =   0.99942696
 CG1120
 CG1120|---------------------------------------------------------------------|
 CG1120| PID    Reference Object                     Distance      Geod. Az  |
 CG1120|                                                           dddmmss.s |
 CG1120| CH4289 BOUNDARY MON 134 OFFSET RM 1         20.798 METERS 14715     |
 CG1120| CH4411 BOUNDARY MON 134 MX US               62.540 METERS 17344     |
 CG1120| CH4290 BOUNDARY MON 134 OFFSET RM 2         15.602 METERS 21405     |
 CG1120| CG1122 BOUNDARY MON 136 MX US              APPROX. 8.7 KM 2900651.1 |
 CG1120|---------------------------------------------------------------------|
 CG1120
 CG1120                          SUPERSEDED SURVEY CONTROL
 CG1120
 CG1120  NAD 83(1986)-  31 24 58.19243(N)    111 20 01.73576(W) AD(       ) 2
 CG1120  NAD 27      -  31 24 57.85400(N)    111 19 59.38500(W) AD(       ) 2
 CG1120
 CG1120.Superseded values are not recommended for survey control.
 CG1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1120.See file dsdata.txt to determine how the superseded data were derived.
 CG1120
 CG1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV6827175773(NAD 83)
 CG1120_MARKER: DS = TRIANGULATION STATION DISK
 CG1120_SETTING: 80 = SET IN A BOULDER
 CG1120_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1120
 CG1120  HISTORY     - Date     Condition        Report By
 CG1120  HISTORY     - 1935     MONUMENTED       CGS
 CG1120
 CG1120                          STATION DESCRIPTION
 CG1120
 CG1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1120'ABOUT 11 MILES, AIR LINE, SOUTH-SOUTHEAST OF ARIVACA.  1-1/2
 CG1120'MILES, AIR LINE, SOUTHEAST OF THE TRES BELLOTAS RANCH.  ON THE
 CG1120'TOP OF A ROLLING RIDGE AND 62.54 METERS NORTH OF BOUNDARY MONUMENT
 CG1120'NO. 134 (I.B.C.).  THE RIDGE IS THE FOURTH ONE SOUTHEAST OF THE
 CG1120'RANCH.  PACK HORSES AND INFORMATION AS TO MONUMENT NO. 134 CAN BE
 CG1120'SECURED AT THE RANCH.  (ABOUT A 50-MINUTE PACK WITH PACK
 CG1120'HORSES.) MARKED BY A STANDARD BRONZE DISK.
 CG1120'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1120'IS 20.798 METERS (68.23) FEET FROM STATION S 32 DEG 45 MIN E.
 CG1120'REFERENCE MARK NO 2, A STANDARD BRONZE
 CG1120'REFERENCE DISK, IS 15.602 METERS (51.19 FEET) FROM
 CG1120'STATION S 34 DEG 05 MIN W. BOUNDARY MONUMENT NO. 136
 CG1120'(I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1123 ***********************************************************************
 CG1123  DESIGNATION -  BOUNDARY MON 138 MX US
 CG1123  PID         -  CG1123
 CG1123  STATE/COUNTY-  AZ/PIMA
 CG1123  USGS QUAD   -  SASABE (1982)
 CG1123
 CG1123                         *CURRENT SURVEY CONTROL
 CG1123  ___________________________________________________________________
 CG1123* NAD 83(1992)-  31 28 14.60396(N)    111 30 22.55270(W)     ADJUSTED  
 CG1123* NAVD 88     -      1058.     (meters)    3471.     (feet)  SCALED    
 CG1123  ___________________________________________________________________
 CG1123  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CG1123  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG1123  HORZ ORDER  -  SECOND
 CG1123
 CG1123.The horizontal coordinates were established by classical geodetic methods
 CG1123.and adjusted by the National Geodetic Survey in August 1993.
 CG1123
 CG1123.The orthometric height was scaled from a topographic map.
 CG1123
 CG1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1123
 CG1123.The geoid height was determined by GEOID03.
 CG1123
 CG1123;                    North         East     Units Scale Factor Converg.
 CG1123;SPC AZ C     -    52,258.449   252,357.542   MT  0.99991875   +0 12 51.3
 CG1123;SPC AZ C     -   171,451.60    827,944.69   iFT  0.99991875   +0 12 51.3
 CG1123;UTM  12      - 3,481,882.735   451,907.661   MT  0.99962853   -0 15 51.5
 CG1123
 CG1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1123!SPC AZ C     -   0.99983868  x   0.99991875  =   0.99975745
 CG1123!UTM  12      -   0.99983868  x   0.99962853  =   0.99946727
 CG1123
 CG1123:                Primary Azimuth Mark                     Grid Az
 CG1123:SPC AZ C     -  BOUNDARY MON 138 AZ MK                   296 34 19.9
 CG1123:UTM  12      -  BOUNDARY MON 138 AZ MK                   297 03 02.7
 CG1123
 CG1123|---------------------------------------------------------------------|
 CG1123| PID    Reference Object                     Distance      Geod. Az  |
 CG1123|                                                           dddmmss.s |
 CG1123| CH4291 BOUNDARY MON 138 AZ MK                             2964711.2 |
 CG1123|---------------------------------------------------------------------|
 CG1123
 CG1123                          SUPERSEDED SURVEY CONTROL
 CG1123
 CG1123  NAD 83(1986)-  31 28 14.59380(N)    111 30 22.55212(W) AD(       ) 2
 CG1123  NAD 27      -  31 28 14.26700(N)    111 30 20.17400(W) AD(       ) 2
 CG1123
 CG1123.Superseded values are not recommended for survey control.
 CG1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1123.See file dsdata.txt to determine how the superseded data were derived.
 CG1123
 CG1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV5190881883(NAD 83)
 CG1123_MARKER: 71 = BOUNDARY MONUMENT
 CG1123
 CG1123  HISTORY     - Date     Condition        Report By
 CG1123  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CG1123
 CG1123                          STATION DESCRIPTION
 CG1123
 CG1123'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CG1123'A MONUMENT OF THE UNITED STATES-MEXICO BOUNDARY, BETWEEN THE
 CG1123'STATES OF ARIZONA, UNITED STATES, AND SONORA, MEXICO.  IT IS ON
 CG1123'SASABE RANCH, ABOUT 2-3/4 MILES EAST-SOUTHEAST OF THE TOWN OF
 CG1123'SASABE, 0.3 MILE EAST-SOUTHEAST OF THE RANCH BUILDINGS, AND ABOUT
 CG1123'100 FEET SOUTH OF THE RANCH PASTURE FENCE.  MARKED BY A TAPERING
 CG1123'CAST IRON MONUMENT OF SQUARE CROSS SECTION, ABOUT 7 FEET HIGH,
 CG1123'WHICH COMES TO A POINT ON TOP.  THE NUMBER 138 IS INSCRIBED IN
 CG1123'RAISED NUMERALS ON THE EAST SIDE OF THE MONUMENT.  THE AZIMUTH
 CG1123'MARK, A STANDARD BRONZE DISK, IS AT THE RANCH, ON THE
 CG1123'FENCE LINE ALONG THE NORTH SIDE OF THE ROAD LEADING THROUGH
 CG1123'THE PASTURE TO THE MONUMENT, 40 YARDS NORTH OF THE EAST ONE OF
 CG1123'THE TWO RANCH HOUSES, 25 YARDS SOUTHWEST OF PASTURE GATE AND
 CG1123'0.3 MILE FROM STATION N 63 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1124 ***********************************************************************
 CG1124  DESIGNATION -  BOUNDARY MON 139 MX US
 CG1124  PID         -  CG1124
 CG1124  STATE/COUNTY-  AZ/PIMA
 CG1124  USGS QUAD   -  SASABE (1982)
 CG1124
 CG1124                         *CURRENT SURVEY CONTROL
 CG1124  ___________________________________________________________________
 CG1124* NAD 83(1992)-  31 28 55.21720(N)    111 32 30.03893(W)     ADJUSTED  
 CG1124* NAVD 88     -      1101.     (meters)    3612.     (feet)  SCALED    
 CG1124  ___________________________________________________________________
 CG1124  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CG1124  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CG1124  HORZ ORDER  -  SECOND
 CG1124
 CG1124.The horizontal coordinates were established by classical geodetic methods
 CG1124.and adjusted by the National Geodetic Survey in August 1993.
 CG1124
 CG1124.The orthometric height was scaled from a topographic map.
 CG1124
 CG1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1124
 CG1124.The geoid height was determined by GEOID03.
 CG1124
 CG1124;                    North         East     Units Scale Factor Converg.
 CG1124;SPC AZ C     -    53,497.157   248,988.218   MT  0.99991565   +0 11 45.0
 CG1124;SPC AZ C     -   175,515.61    816,890.48   iFT  0.99991565   +0 11 45.0
 CG1124;UTM  12      - 3,483,149.183   448,549.765   MT  0.99963265   -0 16 58.4
 CG1124
 CG1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1124!SPC AZ C     -   0.99983194  x   0.99991565  =   0.99974761
 CG1124!UTM  12      -   0.99983194  x   0.99963265  =   0.99946465
 CG1124
 CG1124                          SUPERSEDED SURVEY CONTROL
 CG1124
 CG1124  NAD 83(1986)-  31 28 55.20722(N)    111 32 30.03833(W) AD(       ) 2
 CG1124  NAD 27      -  31 28 54.88000(N)    111 32 27.66000(W) AD(       ) 2
 CG1124
 CG1124.Superseded values are not recommended for survey control.
 CG1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1124.See file dsdata.txt to determine how the superseded data were derived.
 CG1124
 CG1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4855083149(NAD 83)
 CG1124
 CG1124  HISTORY     - Date     Condition        Report By
 CG1124  HISTORY     - 1935     MONUMENTED       IBWC
 CG1124  HISTORY     - 1958     GOOD             IBWC
 CG1124
 CG1124                          STATION DESCRIPTION
 CG1124
 CG1124'DESCRIBED BY INT BDRY WTR COMM 1958
 CG1124'STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL RIDGE, 955 FEET
 CG1124'ESE OF CENTERLINE OF ROAD AND BOUNDARY FENCE.  46 FEET NE OF LONE
 CG1124'BUSH.  50 FEET S OF LONE BUSH.  76 FEET WNW OF LONE DARK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1126 ***********************************************************************
 CG1126  DESIGNATION -  BOUNDARY MON 140 ECC
 CG1126  PID         -  CG1126
 CG1126  STATE/COUNTY-  AZ/PIMA
 CG1126  USGS QUAD   -  SASABE (1982)
 CG1126
 CG1126                         *CURRENT SURVEY CONTROL
 CG1126  ___________________________________________________________________
 CG1126* NAD 83(1992)-  31 29 46.93567(N)    111 35 12.32005(W)     ADJUSTED  
 CG1126* NAVD 88     -      1229.     (meters)    4032.     (feet)  SCALED    
 CG1126  ___________________________________________________________________
 CG1126  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CG1126  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CG1126  HORZ ORDER  -  SECOND
 CG1126
 CG1126.The horizontal coordinates were established by classical geodetic methods
 CG1126.and adjusted by the National Geodetic Survey in August 1993.
 CG1126
 CG1126.The orthometric height was scaled from a topographic map.
 CG1126
 CG1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1126
 CG1126.The geoid height was determined by GEOID03.
 CG1126
 CG1126;                    North         East     Units Scale Factor Converg.
 CG1126;SPC AZ C     -    55,076.150   244,700.476   MT  0.99991211   +0 10 20.5
 CG1126;SPC AZ C     -   180,696.03    802,823.08   iFT  0.99991211   +0 10 20.5
 CG1126;UTM  12      - 3,484,763.503   444,276.558   MT  0.99963830   -0 18 23.6
 CG1126
 CG1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1126!SPC AZ C     -   0.99981186  x   0.99991211  =   0.99972398
 CG1126!UTM  12      -   0.99981186  x   0.99963830  =   0.99945023
 CG1126
 CG1126|---------------------------------------------------------------------|
 CG1126| PID    Reference Object                     Distance      Geod. Az  |
 CG1126|                                                           dddmmss.s |
 CG1126| CH4292 BOUNDARY MON 140 ECC RM 1            11.920 METERS 05132     |
 CG1126| CG1125 BOUNDARY MON 140 MX US                4.799 METERS 17351     |
 CG1126| CH4400 BOUNDARY MON 141 MX US                             2901317.8 |
 CG1126|---------------------------------------------------------------------|
 CG1126
 CG1126                          SUPERSEDED SURVEY CONTROL
 CG1126
 CG1126  NAD 83(1986)-  31 29 46.92593(N)    111 35 12.31953(W) AD(       ) 2
 CG1126  NAD 27      -  31 29 46.60200(N)    111 35 09.93000(W) AD(       ) 2
 CG1126
 CG1126.Superseded values are not recommended for survey control.
 CG1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1126.See file dsdata.txt to determine how the superseded data were derived.
 CG1126
 CG1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4427784764(NAD 83)
 CG1126_MARKER: DS = TRIANGULATION STATION DISK
 CG1126_SETTING: 66 = SET IN ROCK OUTCROP
 CG1126
 CG1126  HISTORY     - Date     Condition        Report By
 CG1126  HISTORY     - 1936     MONUMENTED       CGS
 CG1126
 CG1126                          STATION DESCRIPTION
 CG1126
 CG1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1126'ON THE UNITED STATES-MEXICO BOUNDARY ABOUT 2-1/2 MILES, AIR LINE,
 CG1126'WEST-NORTHWEST OF SASABE POST OFFICE (FORMERLY KNOWN AS SAN
 CG1126'FERNANDO), IN A SMALL SADDLE OF A ROCKY HILL, THE HIGHEST POINT
 CG1126'OF WHICH IS TO THE SOUTH.  IT IS 5.8 METERS NORTHWEST OF A WIRE
 CG1126'FENCE LINE, AND 15.6 METERS SOUTHWEST OF A FENCE CORNER.  MARKED
 CG1126'BY A STANDARD BRONZE DISK. REFERENCE
 CG1126'MARK NO. 1 IS IN A FENCE CORNER, 2.9 METERS SOUTHWEST OF ONE
 CG1126'FENCE LINE, 2.6 METERS NORTHWEST OF THE OTHER FENCE LINE AND
 CG1126'11.920 METERS (39.11 FEET) FROM STATION N 51 DEG 32 MIN E.
 CG1126'BOUNDARY MONUMENT NO. 140 (I.B.C.), A HOLLOW
 CG1126'SILVER-COLORED IRON POST ABOUT 10 INCHES SQUARE NEAR THE
 CG1126'TOP, ABOUT 7 FEET HIGH, POINTED ON THE VERY TOP AND SET ON A
 CG1126'CONCRETE BASE IS 4.798 METERS (15.74 FEET) FROM STATION
 CG1126'S 06 DEG 09 MIN E. BOUNDARY MONUMENT NO. 141 (I.B.C.),
 CG1126'USED AS AN AZIMUTH MARK, APPEARS TO BE THE SAME TYPE OF
 CG1126'MONUMENT AS NO. 140.  IT IS ON THE CREST OF A RIDGE BUT ON THE
 CG1126'SOUTH SIDE OF THE HIGHEST POINT OF SAME.  IT SHOWS PLAINLY
 CG1126'AGAINST THE SKYLINE AND IS ABOUT 2 MILES FROM STATION IN
 CG1126'AZIMUTH 110 DEG 13 MIN 20 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1125 ***********************************************************************
 CG1125  DESIGNATION -  BOUNDARY MON 140 MX US
 CG1125  PID         -  CG1125
 CG1125  STATE/COUNTY-  AZ/PIMA
 CG1125  USGS QUAD   -  SASABE (1982)
 CG1125
 CG1125                         *CURRENT SURVEY CONTROL
 CG1125  ___________________________________________________________________
 CG1125* NAD 83(1992)-  31 29 46.78077(N)    111 35 12.30055(W)     ADJUSTED  
 CG1125* NAVD 88     -      1231.     (meters)    4039.     (feet)  SCALED    
 CG1125  ___________________________________________________________________
 CG1125  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CG1125  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CG1125  HORZ ORDER  -  SECOND
 CG1125
 CG1125.The horizontal coordinates were established by classical geodetic methods
 CG1125.and adjusted by the National Geodetic Survey in August 1993.
 CG1125
 CG1125.The orthometric height was scaled from a topographic map.
 CG1125
 CG1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1125
 CG1125.The geoid height was determined by GEOID03.
 CG1125
 CG1125;                    North         East     Units Scale Factor Converg.
 CG1125;SPC AZ C     -    55,071.381   244,701.005   MT  0.99991211   +0 10 20.5
 CG1125;SPC AZ C     -   180,680.38    802,824.82   iFT  0.99991211   +0 10 20.5
 CG1125;UTM  12      - 3,484,758.732   444,277.047   MT  0.99963830   -0 18 23.6
 CG1125
 CG1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1125!SPC AZ C     -   0.99981154  x   0.99991211  =   0.99972367
 CG1125!UTM  12      -   0.99981154  x   0.99963830  =   0.99944991
 CG1125
 CG1125                          SUPERSEDED SURVEY CONTROL
 CG1125
 CG1125  NAD 83(1986)-  31 29 46.77103(N)    111 35 12.30003(W) AD(       ) 2
 CG1125  NAD 27      -  31 29 46.44700(N)    111 35 09.91000(W) AD(       ) 2
 CG1125
 CG1125.Superseded values are not recommended for survey control.
 CG1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1125.See file dsdata.txt to determine how the superseded data were derived.
 CG1125
 CG1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4427784759(NAD 83)
 CG1125_MARKER: 71 = BOUNDARY MONUMENT
 CG1125
 CG1125  HISTORY     - Date     Condition        Report By
 CG1125  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CG1125
 CG1125                          STATION DESCRIPTION
 CG1125
 CG1125'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CG1125'BOUNDARY MONUMENT NO. 140 (I.B.W.C.), A HOLLOW
 CG1125'SILVER-COLORED IRON POST ABOUT 10 INCHES SQUARE NEAR THE
 CG1125'TOP, ABOUT 7 FEET HIGH, POINTED ON THE VERY TOP AND SET ON A
 CG1125'CONCRETE BASE IS 4.798 METERS (15.74 FEET) FROM STATION
 CG1125'S 06 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1134 ***********************************************************************
 CG1134  DESIGNATION -  BOUNDARY MON 142 A MX US
 CG1134  PID         -  CG1134
 CG1134  STATE/COUNTY-  AZ/PIMA
 CG1134  USGS QUAD   -  CAPONERA PEAK (1982)
 CG1134
 CG1134                         *CURRENT SURVEY CONTROL
 CG1134  ___________________________________________________________________
 CG1134* NAD 83(1992)-  31 32 13.73072(N)    111 42 55.51498(W)     ADJUSTED  
 CG1134* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 CG1134  ___________________________________________________________________
 CG1134  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 CG1134  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 CG1134  HORZ ORDER  -  SECOND
 CG1134
 CG1134.The horizontal coordinates were established by classical geodetic methods
 CG1134.and adjusted by the National Geodetic Survey in August 1993.
 CG1134
 CG1134.The orthometric height was scaled from a topographic map.
 CG1134
 CG1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1134
 CG1134.The geoid height was determined by GEOID03.
 CG1134
 CG1134;                    North         East     Units Scale Factor Converg.
 CG1134;SPC AZ C     -    59,567.333   232,469.366   MT  0.99990450   +0 06 18.9
 CG1134;SPC AZ C     -   195,430.88    762,694.77   iFT  0.99990450   +0 06 18.9
 CG1134;UTM  12      - 3,489,355.626   432,086.617   MT  0.99965688   -0 22 27.2
 CG1134
 CG1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1134!SPC AZ C     -   0.99987298  x   0.99990450  =   0.99977749
 CG1134!UTM  12      -   0.99987298  x   0.99965688  =   0.99952990
 CG1134
 CG1134                          SUPERSEDED SURVEY CONTROL
 CG1134
 CG1134  NAD 83(1986)-  31 32 13.72165(N)    111 42 55.51458(W) AD(       ) 2
 CG1134  NAD 27      -  31 32 13.40100(N)    111 42 53.11100(W) AD(       ) 2
 CG1134
 CG1134.Superseded values are not recommended for survey control.
 CG1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1134.See file dsdata.txt to determine how the superseded data were derived.
 CG1134
 CG1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV3208789356(NAD 83)
 CG1134_MARKER: Z = SEE DESCRIPTION
 CG1134_SETTING: 0 = UNSPECIFIED SETTING
 CG1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG1134
 CG1134  HISTORY     - Date     Condition        Report By
 CG1134  HISTORY     - 1935     MONUMENTED       IBWC
 CG1134
 CG1134                          STATION DESCRIPTION
 CG1134
 CG1134'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CG1134'FROM STATION SAN MIGUEL (SEE DESCRIPTION), GO SOUTH 2.2
 CG1134'MILES TO FORKS OF ROADS (A NUMBER OF ROAD FORKS AT THIS POINT),
 CG1134'TAKE THE RIGHT FORK THAT PASSES WEST OF THE SCHOOLHOUSE, GO
 CG1134'0.3 MILE AND TAKE LEFT FORK AROUND TANK (EAST OF LARGE DIRT
 CG1134'TANK), GO 0.5 MILE, TAKE RIGHT FORK, GO 0.6 MILE TO FENCE
 CG1134'CORNER AND ROAD FORKS, TAKE LEFT FORK AND FOLLOW THE MAIN
 CG1134'TRAVELED ROAD 1.4 MILES TO FORKS, KEEP STRAIGHT AHEAD AND GO
 CG1134'1.0 MILE TO GATE IN THE BOUNDARY FENCE, TURN LEFT OR EAST
 CG1134'ALONG THE NORTH SIDE OF FENCE AND FOLLOW DIM ROAD 3.3 MILES TO
 CG1134'BOUNDARY MONUMENT AND GATE IN FENCE.  THE MONUMENT IS ABOUT 60
 CG1134'FEET SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 HN0763 ***********************************************************************
 HN0763  DESIGNATION -  BOUNDARY MON 143 M AZ UT
 HN0763  PID         -  HN0763
 HN0763  STATE/COUNTY-  AZ/COCONINO
 HN0763  USGS QUAD   -  WARM CREEK BAY (1985)
 HN0763
 HN0763                         *CURRENT SURVEY CONTROL
 HN0763  ___________________________________________________________________
 HN0763* NAD 83(1992)-  37 00 05.72190(N)    111 27 34.13193(W)     ADJUSTED  
 HN0763* NAVD 88     -      1107.     (meters)    3632.     (feet)  SCALED    
 HN0763  ___________________________________________________________________
 HN0763  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HN0763  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 HN0763  HORZ ORDER  -  SECOND
 HN0763
 HN0763.The horizontal coordinates were established by classical geodetic methods
 HN0763.and adjusted by the National Geodetic Survey in November 1997.
 HN0763
 HN0763.The orthometric height was scaled from a topographic map.
 HN0763
 HN0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 HN0763
 HN0763.The geoid height was determined by GEOID03.
 HN0763
 HN0763;                    North         East     Units Scale Factor Converg.
 HN0763;SPC AZ C     -   665,744.174   254,050.056   MT  0.99992039   +0 16 30.6
 HN0763;SPC AZ C     - 2,184,200.05    833,497.56   iFT  0.99992039   +0 16 30.6
 HN0763;SPC UT S     - 3,037,171.986   503,606.739   MT  1.00004383   +0 01 29.4
 HN0763;UTM  12      - 4,095,147.348   459,117.909   MT  0.99962059   -0 16 35.5
 HN0763
 HN0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0763!SPC AZ C     -   0.99983001  x   0.99992039  =   0.99975041
 HN0763!SPC UT S     -   0.99983001  x   1.00004383  =   0.99987383
 HN0763!UTM  12      -   0.99983001  x   0.99962059  =   0.99945066
 HN0763
 HN0763                          SUPERSEDED SURVEY CONTROL
 HN0763
 HN0763  NAD 83(1992)-  37 00 05.72192(N)    111 27 34.13196(W) AD(       ) 2
 HN0763  NAD 83(1986)-  37 00 05.71726(N)    111 27 34.13373(W) AD(       ) 2
 HN0763  NAD 27      -  37 00 05.76100(N)    111 27 31.56900(W) AD(       ) 2
 HN0763
 HN0763.Superseded values are not recommended for survey control.
 HN0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0763.See file dsdata.txt to determine how the superseded data were derived.
 HN0763
 HN0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5911895147(NAD 83)
 HN0763_MARKER: DD = SURVEY DISK
 HN0763_SETTING: 0 = UNSPECIFIED SETTING
 HN0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0763
 HN0763  HISTORY     - Date     Condition        Report By
 HN0763  HISTORY     - 1934     MONUMENTED       CGS
 HN0763  HISTORY     - 1972     SEE DESCRIPTION  AZHD
 HN0763
 HN0763                          STATION DESCRIPTION
 HN0763
 HN0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0763'THE STATION BROWN WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN GOOD
 HN0763'CONDITION.  IT IS ABOUT 12 MILES NORTHEAST OF NAVAJO BRIDGE 4
 HN0763'MILES EAST OF LONE ROCK, 2 MILES WEST OF THE COLORADO RIVER,
 HN0763'1 MILE EAST OF WAHWEAP CANYON, 1/2 MILE SOUTH OF LARGE ROCK
 HN0763'MOUNTAIN, AND ON THE UTAH AND ARIZONA STATE LINE.
 HN0763'
 HN0763'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD
 HN0763'FOR 8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MI.  TAKE
 HN0763'LEFT FORK AND GO 12.2 TO A FORK.  KEEP TO THE LEFT ROAD GRADED
 HN0763'AND GO 17.0 MILES TO THE PARIA RIVER.  TURN RIGHT DOWN THE PARIA
 HN0763'RIVER AND FOLLOW THE RIVER BED FOR 9.2 MILES TO A GATE.  PASS
 HN0763'THROUGH THE GATE AND CONTINUE ON DOWN THE RIVER FOR 1.6 MILES TO
 HN0763'GATE.  PASS THROUGH THE GATE AND CONTINUE 0.6 MILES TO A FARM
 HN0763'AND GO 0.1 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH THE
 HN0763'GATE AND FOLLOW THE FENCE LINE TO THE RIGHT FOR 0.3 MILES
 HN0763'AND A GROUP OF TALL TREES.  TURN LEFT LEAVING THE ROAD AND
 HN0763'CROSS RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW
 HN0763'THIS BLADED ROAD FOR ABOUT 14.0 MILES, PASSING THROUGH 4
 HN0763'GATES AND INTO WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.
 HN0763'TURN RIGHT DOWN WAHWEAP CREEK AND FOLLOW THE CREEK BED FOR 9.0
 HN0763'MILE TO LONE ROCK.  CONTINUE ON DOWN WAHWEAP CREEK FOR 2.3 MILES
 HN0763'TO A WASH ON THE LEFT (NORTH).  TURN NORTH UP THE WASH FOR
 HN0763'0.5 MILE TO A CREEK FORK.  TAKE THE RIGHT HAND FORK AND GO
 HN0763'1.5 MILES FOLLOWING BLADED ROAD.  TURN RIGHT AND FOLLOW A CATTLE
 HN0763'TRAIL FOR 0.8 MILE TO A POINT 150 YARDS SOUTH OF A LARGE
 HN0763'SANDSTONE MOUNTAIN.  BEAR RIGHT AND CROSS COUNTRY FOR 0.8 MILE
 HN0763'TO A LOW KNOLL AND THE STATION AS DESCRIBED ABOVE.
 HN0763'
 HN0763'A UTAH AND ARIZONA BOUNDARY MARK WAS USED AS THE AZIMUTH MARK.
 HN0763'IT IS A BRONZE DISK BRAZED ON THE TOP OF A LEAD PIPE PROJECTING
 HN0763'ABOUT 3 FEET, STAMPED UTAH 143 M ARIZONA.  THE MARK IS 556 METERS
 HN0763'WEST OF THE STATION AND ON THE BOUNDARY BETWEEN UTAH AND ARIZONA.
 HN0763
 HN0763                          STATION RECOVERY (1972)
 HN0763
 HN0763'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HN0763'A.  GENERAL LOCATION-ABOUT 2-1/2 MILES W OF COLORADO RIVER
 HN0763'AND 1/2 MILE E OF WAHWEAP CANYON ON UTAH-ARIZ STATE LINE
 HN0763'
 HN0763'B.  TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 HN0763'AND MAP OF LAKE POWELL AREA
 HN0763'
 HN0763'C.  STATION MARK-A 2-1/2 INCH BRASS CAP ON 2 INCH IRON PIPE
 HN0763'4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1138 ***********************************************************************
 CG1138  DESIGNATION -  BOUNDARY MON 144 MX US
 CG1138  PID         -  CG1138
 CG1138  STATE/COUNTY-  AZ/PIMA
 CG1138  USGS QUAD   -  SAN MIGUEL (1984)
 CG1138
 CG1138                         *CURRENT SURVEY CONTROL
 CG1138  ___________________________________________________________________
 CG1138* NAD 83(1992)-  31 33 06.54641(N)    111 45 42.43128(W)     ADJUSTED  
 CG1138* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 CG1138  ___________________________________________________________________
 CG1138  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CG1138  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG1138  HORZ ORDER  -  FIRST
 CG1138
 CG1138.The horizontal coordinates were established by classical geodetic methods
 CG1138.and adjusted by the National Geodetic Survey in August 1993.
 CG1138
 CG1138.The orthometric height was scaled from a topographic map.
 CG1138
 CG1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1138
 CG1138.The geoid height was determined by GEOID03.
 CG1138
 CG1138;                    North         East     Units Scale Factor Converg.
 CG1138;SPC AZ C     -    61,186.723   228,064.395   MT  0.99990267   +0 04 51.8
 CG1138;SPC AZ C     -   200,743.84    748,242.77   iFT  0.99990267   +0 04 51.8
 CG1138;UTM  12      - 3,491,011.427   427,696.422   MT  0.99966448   -0 23 55.1
 CG1138
 CG1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1138!SPC AZ C     -   0.99988037  x   0.99990267  =   0.99978305
 CG1138!UTM  12      -   0.99988037  x   0.99966448  =   0.99954489
 CG1138
 CG1138|---------------------------------------------------------------------|
 CG1138| PID    Reference Object                     Distance      Geod. Az  |
 CG1138|                                                           dddmmss.s |
 CG1138| CH4320 BOUNDARY MON 144 RM 2                21.440 METERS 05733     |
 CG1138| CG1137 BOUNDARY MON 145 MX US              APPROX. 5.5 KM 2901602.5 |
 CG1138| CH4321 BOUNDARY MON 144 RM 3                              2924020.1 |
 CG1138| CH4319 BOUNDARY MON 144 RM 1                31.426 METERS 32353     |
 CG1138|---------------------------------------------------------------------|
 CG1138
 CG1138                          SUPERSEDED SURVEY CONTROL
 CG1138
 CG1138  NAD 83(1986)-  31 33 06.53753(N)    111 45 42.43090(W) AD(       ) 1
 CG1138  NAD 27      -  31 33 06.22300(N)    111 45 40.01300(W) AD(       ) 1
 CG1138
 CG1138.Superseded values are not recommended for survey control.
 CG1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1138.See file dsdata.txt to determine how the superseded data were derived.
 CG1138
 CG1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV2769691011(NAD 83)
 CG1138_MARKER: 71 = BOUNDARY MONUMENT
 CG1138
 CG1138  HISTORY     - Date     Condition        Report By
 CG1138  HISTORY     - 1935     FIRST OBSERVED   IBWC
 CG1138
 CG1138                          STATION DESCRIPTION
 CG1138
 CG1138'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CG1138'ON THE UNITED STATES-MEXICO BOUNDARY LINE ABOUT 4 MILES, AIR
 CG1138'LINE, FROM THE VILLAGE OF SAN MIGUEL.  TO REACH THE MONUMENT
 CG1138'FROM SAN MIGUEL, GO SOUTH FOR 0.3 MILE AND TURN LEFT AROUND
 CG1138'CORRAL AND RESERVOIR (CHARCO).  CONTINUE SOUTH 1.1 MILES,
 CG1138'TAKE LEFT FORK, GO 0.6 MILE AND KEEP STRAIGHT AHEAD FOR 2.1
 CG1138'MILES TO THE GATE IN THE BOUNDARY FENCE.  PASS THROUGH THE GATE
 CG1138'AND TURN TO THE LEFT, FOLLOWING THE DIM TRACKS ABOUT ONE-HALF
 CG1138'MILE TO STATION.  STATION IS MARKED BY A SMALL CROSS MADE IN
 CG1138'THE TOP OF THE MONUMENT BY THE OBSERVING PARTY AT THE TIME
 CG1138'STATION WAS OCCUPIED.  MONUMENT IS METAL WITH PYRAMID TOP.
 CG1138'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1138'IS 31.426 METERS (103.10 FEET) FROM STATION
 CG1138'N 36 DEG 08 MIN W. REFERENCE MARK NO. 2, A STANDARD
 CG1138'BRONZE REFERENCE DISK, IS 21.440 METERS (70.34
 CG1138'FEET) FROM STATION N 57 DEG 33 MIN E. AZIMUTH MARK,
 CG1138'A STANDARD BRONZE DISK, IS ON THE SOUTH SIDE
 CG1138'OF THE INTERNATIONAL FENCE AND 0.3 MILE WEST OF THE
 CG1138'STATION N 67 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1137 ***********************************************************************
 CG1137  DESIGNATION -  BOUNDARY MON 145 MX US
 CG1137  PID         -  CG1137
 CG1137  STATE/COUNTY-  AZ/PIMA
 CG1137  USGS QUAD   -  SAN MIGUEL (1984)
 CG1137
 CG1137                         *CURRENT SURVEY CONTROL
 CG1137  ___________________________________________________________________
 CG1137* NAD 83(1992)-  31 34 08.63446(N)    111 48 58.94812(W)     ADJUSTED  
 CG1137* NAVD 88     -       807.     (meters)    2648.     (feet)  SCALED    
 CG1137  ___________________________________________________________________
 CG1137  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CG1137  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 CG1137  HORZ ORDER  -  THIRD
 CG1137
 CG1137.The horizontal coordinates were established by classical geodetic methods
 CG1137.and adjusted by the National Geodetic Survey in August 1993.
 CG1137
 CG1137.The orthometric height was scaled from a topographic map.
 CG1137
 CG1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1137
 CG1137.The geoid height was determined by GEOID03.
 CG1137
 CG1137;                    North         East     Units Scale Factor Converg.
 CG1137;SPC AZ C     -    63,092.791   222,880.030   MT  0.99990112   +0 03 09.0
 CG1137;SPC AZ C     -   206,997.35    731,233.69   iFT  0.99990112   +0 03 09.0
 CG1137;UTM  12      - 3,492,960.389   422,529.403   MT  0.99967402   -0 25 38.7
 CG1137
 CG1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1137!SPC AZ C     -   0.99987818  x   0.99990112  =   0.99977931
 CG1137!UTM  12      -   0.99987818  x   0.99967402  =   0.99955224
 CG1137
 CG1137|---------------------------------------------------------------------|
 CG1137| PID    Reference Object                     Distance      Geod. Az  |
 CG1137|                                                           dddmmss.s |
 CG1137| CH4293 BOUNDARY MON 145 RM 1                24.575 METERS 05936     |
 CG1137| CH4295 BOUNDARY MON 146 MX US                             2901413.6 |
 CG1137| CH4294 BOUNDARY MON 145 RM 2                23.015 METERS 34704     |
 CG1137|---------------------------------------------------------------------|
 CG1137
 CG1137                          SUPERSEDED SURVEY CONTROL
 CG1137
 CG1137  NAD 83(1986)-  31 34 08.62573(N)    111 48 58.94772(W) AD(       ) 3
 CG1137  NAD 27      -  31 34 08.31500(N)    111 48 56.52700(W) AD(       ) 3
 CG1137
 CG1137.Superseded values are not recommended for survey control.
 CG1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1137.See file dsdata.txt to determine how the superseded data were derived.
 CG1137
 CG1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV2252992960(NAD 83)
 CG1137_MARKER: 71 = BOUNDARY MONUMENT
 CG1137
 CG1137  HISTORY     - Date     Condition        Report By
 CG1137  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CG1137
 CG1137                          STATION DESCRIPTION
 CG1137
 CG1137'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CG1137'ON THE UNITED STATES-MEXICO BOUNDARY, IN THE BRUSHY PLAINS ABOUT
 CG1137'3.5 MILES SOUTHWEST OF THE VILLAGE OF SAN MIGUEL.  THE MONUMENT
 CG1137'IS AN IRON SHAFT ABOUT 7.0 FEET IN HEIGHT.  A SMALL GROOVE IN THE
 CG1137'TOP OF THE MONUMENT WAS USED AS THE TRIANGULATION STATION.
 CG1137'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1137'IS 24.575 METERS (80.63 FEET) FROM STATION N 59 DEG 36 MIN E.
 CG1137'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1137'IS 23.015 METERS (75.51 FEET) FROM STATION
 CG1137'N 12 DEG 55 MIN W. BOUNDARY MONUMENT NO. 146 (I.B.C.) IS USED
 CG1137'AS AN AZIMUTH MARK AND APPEARS ON THE SKYLINE IN A SADDLE OF
 CG1137'A RIDGE, ABOUT 3 MILES FROM STATION N 69 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1139 ***********************************************************************
 CG1139  DESIGNATION -  BOUNDARY MON 147 MX US
 CG1139  PID         -  CG1139
 CG1139  STATE/COUNTY-  AZ/PIMA
 CG1139  USGS QUAD   -  SAN AGUSTIN (1979)
 CG1139
 CG1139                         *CURRENT SURVEY CONTROL
 CG1139  ___________________________________________________________________
 CG1139* NAD 83(1992)-  31 36 41.69464(N)    111 57 04.36456(W)     ADJUSTED  
 CG1139* NAVD 88     -       821.     (meters)    2694.     (feet)  SCALED    
 CG1139  ___________________________________________________________________
 CG1139  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 CG1139  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CG1139  HORZ ORDER  -  SECOND
 CG1139
 CG1139.The horizontal coordinates were established by classical geodetic methods
 CG1139.and adjusted by the National Geodetic Survey in August 1993.
 CG1139
 CG1139.The orthometric height was scaled from a topographic map.
 CG1139
 CG1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1139
 CG1139.The geoid height was determined by GEOID03.
 CG1139
 CG1139;                    North         East     Units Scale Factor Converg.
 CG1139;SPC AZ C     -    67,802.715   210,082.309   MT  0.99990013   -0 01 05.2
 CG1139;SPC AZ C     -   222,449.85    689,246.42   iFT  0.99990013   -0 01 05.2
 CG1139;UTM  12      - 3,497,776.380   409,774.329   MT  0.99970040   -0 29 55.0
 CG1139
 CG1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1139!SPC AZ C     -   0.99987601  x   0.99990013  =   0.99977616
 CG1139!UTM  12      -   0.99987601  x   0.99970040  =   0.99957645
 CG1139
 CG1139|---------------------------------------------------------------------|
 CG1139| PID    Reference Object                     Distance      Geod. Az  |
 CG1139|                                                           dddmmss.s |
 CG1139| CH4296 BOUNDARY MON 147 RM 1                23.760 METERS 06133     |
 CG1139| CH0152 BOUNDARY MON 150 ECC                APPROX.12.6 KM 2895856.9 |
 CG1139| CH4297 BOUNDARY MON 147 RM 2                23.640 METERS 33827     |
 CG1139|---------------------------------------------------------------------|
 CG1139
 CG1139                          SUPERSEDED SURVEY CONTROL
 CG1139
 CG1139  NAD 83(1986)-  31 36 41.68640(N)    111 57 04.36449(W) AD(       ) 2
 CG1139  NAD 27      -  31 36 41.38000(N)    111 57 01.92500(W) AD(       ) 2
 CG1139
 CG1139.Superseded values are not recommended for survey control.
 CG1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1139.See file dsdata.txt to determine how the superseded data were derived.
 CG1139
 CG1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV0977497776(NAD 83)
 CG1139_MARKER: 71 = BOUNDARY MONUMENT
 CG1139
 CG1139  HISTORY     - Date     Condition        Report By
 CG1139  HISTORY     - 1935     FIRST OBSERVED   IBWC
 CG1139
 CG1139                          STATION DESCRIPTION
 CG1139
 CG1139'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CG1139'ON THE UNITED STATES-MEXICO BORDER ABOUT 5.5 MILES SOUTH OF SAN
 CG1139'MIGUEL.  FROM SAN MIGUEL TAKE MAIN-TRAVELED ROAD SOUTH FOR ABOUT
 CG1139'6.0 MILES TO THE GATE IN THE INTERNATIONAL FENCE.  (THERE ARE
 CG1139'SEVERAL ROADS LEADING TO THE RIGHT AND TO THE LEFT, BUT THE
 CG1139'MAIN-TRAVELED ROAD IS VERY PLAIN.) PASS THROUGH THE GATE AND
 CG1139'TURN TO THE RIGHT FOLLOWING THE DIM TRACKS WEST, WINDING VERY
 CG1139'MUCH TO THE SOUTH, THENCE BACK TO THE FENCE AND TO THE
 CG1139'STATION.  STATION IS ABOUT 1 MILE WEST OF THE GATE AND
 CG1139'ABOUT 4 PACES SOUTH OF THE FENCE.  STATION MARK IS A CROSS MADE
 CG1139'IN THE TOP OF THE PYRAMID-SHAPED TOP OF THE METAL BOUNDARY
 CG1139'MONUMENT.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1139'DISK, IS 23.760 METERS (77.95 FEET) FROM STATION
 CG1139'N 61 DEG 33 MIN E. REFERENCE MARK NO. 2, A
 CG1139'STANDARD BRONZE REFERENCE DISK, IS 23.640 METERS
 CG1139'(77.56 FEET) FROM STATION N 21 DEG 33 MIN W.
 CG1139'BOUNDARY MONUMENT NO. 150 ECCENTRIC MAY BE USED AS AN AZIMUTH
 CG1139'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0153 ***********************************************************************
 CH0153  DESIGNATION -  BOUNDARY MON 149 MX US
 CH0153  PID         -  CH0153
 CH0153  STATE/COUNTY-  AZ/PIMA
 CH0153  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0153
 CH0153                         *CURRENT SURVEY CONTROL
 CH0153  ___________________________________________________________________
 CH0153* NAD 83(1992)-  31 38 17.38622(N)    112 02 08.59587(W)     ADJUSTED  
 CH0153* NAVD 88     -       754.51   (+/-2cm)    2475.4    (feet)  VERTCON   
 CH0153  ___________________________________________________________________
 CH0153  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CH0153  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0153  HORZ ORDER  -  THIRD
 CH0153  VERT ORDER  -  THIRD ? (See Below)
 CH0153
 CH0153.The horizontal coordinates were established by classical geodetic methods
 CH0153.and adjusted by the National Geodetic Survey in August 1993.
 CH0153
 CH0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0153.The vertical order pertains to the NGVD 29 superseded value.
 CH0153
 CH0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0153
 CH0153.The geoid height was determined by GEOID03.
 CH0153
 CH0153;                    North         East     Units Scale Factor Converg.
 CH0153;SPC AZ C     -    70,755.364   202,067.345   MT  0.99990157   -0 03 44.8
 CH0153;SPC AZ C     -   232,137.02    662,950.61   iFT  0.99990157   -0 03 44.8
 CH0153;UTM  12      - 3,500,795.591   401,785.947   MT  0.99971897   -0 32 36.0
 CH0153
 CH0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0153!SPC AZ C     -   0.99988644  x   0.99990157  =   0.99978802
 CH0153!UTM  12      -   0.99988644  x   0.99971897  =   0.99960544
 CH0153
 CH0153|---------------------------------------------------------------------|
 CH0153| PID    Reference Object                     Distance      Geod. Az  |
 CH0153|                                                           dddmmss.s |
 CH0153| CH4298 BOUNDARY MON 149 RM 1                18.540 METERS 03642     |
 CH0153| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.44.2 KM 0702443.1 |
 CH0153| CH0152 BOUNDARY MON 150 ECC                APPROX. 4.0 KM 2892756.9 |
 CH0153| CH4299 BOUNDARY MON 149 RM 2                28.788 METERS 32821     |
 CH0153|---------------------------------------------------------------------|
 CH0153
 CH0153                          SUPERSEDED SURVEY CONTROL
 CH0153
 CH0153  NAD 83(1986)-  31 38 17.37814(N)    112 02 08.59581(W) AD(       ) 3
 CH0153  NAD 27      -  31 38 17.07500(N)    112 02 06.15000(W) AD(       ) 3
 CH0153  NGVD 29 (07/19/86)  753.78   (m)         2473.0    (f) LEVELING    3  
 CH0153
 CH0153.Superseded values are not recommended for survey control.
 CH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0153.See file dsdata.txt to determine how the superseded data were derived.
 CH0153
 CH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0178600796(NAD 83)
 CH0153_MARKER: 71 = BOUNDARY MONUMENT
 CH0153
 CH0153  HISTORY     - Date     Condition        Report By
 CH0153  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0153  HISTORY     - 1958     GOOD             IBWC
 CH0153  HISTORY     - 1972     GOOD             IBWC
 CH0153
 CH0153                          STATION DESCRIPTION
 CH0153
 CH0153'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0153'ON THE UNITED STATES-MEXICO BOUNDARY, ABOUT 4 MILES, AIR LINE,
 CH0153'SOUTH-SOUTHWEST OF ROCKY POINT INDIAN VILLAGE, ABOUT 16 MILES,
 CH0153'AIR LINE, WEST OF THE VILLAGE OF SAN MIGUEL, ON A BRUSHY PLAIN,
 CH0153'AND 18 METERS SOUTH OF THE BARBWIRE BOUNDARY FENCE.  THE BOUNDARY
 CH0153'MONUMENT IS A STEEL SHAFT ABOUT 7 FEET HIGH, 12 INCHES SQUARE
 CH0153'AT THE BOTTOM, ABOUT 10 INCHES SQUARE AT THE TOP, POINTED
 CH0153'AT THE EXTREME TOP, AND SET IN A CONCRETE BASE.  REFERENCE
 CH0153'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 CH0153'18.540 METERS (60.83 FEET) FROM STATION N 36 DEG 42 MIN E.
 CH0153'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CH0153'DISK, IS 28.788 METERS (94.45 FEET) FROM STATION
 CH0153'N 31 DEG 39 MIN W.
 CH0153
 CH0153                          STATION RECOVERY (1958)
 CH0153
 CH0153'RECOVERY NOTE BY INT BDRY WTR COMM 1958
 CH0153'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CH0153'
 CH0153'STATION IS LOCATED ON A LOW FLAT RIDGE BETWEEN TWO DRAINS,
 CH0153'75 FEET SSW OF THE CENTERLINE OF BOUNDARY TRAIL.  45 FEET NE
 CH0153'OF LONE DARK BUSH.  91 FEET SNW OF LONE BUSH.  160 FEET S
 CH0153'OF SMALL DARK BUSH.
 CH0153
 CH0153                          STATION RECOVERY (1972)
 CH0153
 CH0153'RECOVERY NOTE BY INT BDRY WTR COMM 1972 (JHW)
 CH0153'THE BOUNDARY MONUMENT AND THE BRASS CAP WERE RECOVERED IN GOOD
 CH0153'CONDITION AS DESCRIBED BY USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0152 ***********************************************************************
 CH0152  DESIGNATION -  BOUNDARY MON 150 ECC
 CH0152  PID         -  CH0152
 CH0152  STATE/COUNTY-  AZ/PIMA
 CH0152  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0152
 CH0152                         *CURRENT SURVEY CONTROL
 CH0152  ___________________________________________________________________
 CH0152* NAD 83(1992)-  31 39 00.96056(N)    112 04 32.79073(W)     ADJUSTED  
 CH0152* NAVD 88     -       736.     (meters)    2415.     (feet)  SCALED    
 CH0152  ___________________________________________________________________
 CH0152  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CH0152  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0152  HORZ ORDER  -  FIRST
 CH0152
 CH0152.The horizontal coordinates were established by classical geodetic methods
 CH0152.and adjusted by the National Geodetic Survey in August 1993.
 CH0152
 CH0152.The orthometric height was scaled from a topographic map.
 CH0152
 CH0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0152
 CH0152.The geoid height was determined by GEOID03.
 CH0152
 CH0152;                    North         East     Units Scale Factor Converg.
 CH0152;SPC AZ C     -    72,102.167   198,270.047   MT  0.99990281   -0 05 00.6
 CH0152;SPC AZ C     -   236,555.67    650,492.28   iFT  0.99990281   -0 05 00.6
 CH0152;UTM  12      - 3,502,173.977   398,000.764   MT  0.99972831   -0 33 52.4
 CH0152
 CH0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0152!SPC AZ C     -   0.99988939  x   0.99990281  =   0.99979221
 CH0152!UTM  12      -   0.99988939  x   0.99972831  =   0.99961773
 CH0152
 CH0152|---------------------------------------------------------------------|
 CH0152| PID    Reference Object                     Distance      Geod. Az  |
 CH0152|                                                           dddmmss.s |
 CH0152| CH4300 BOUNDARY MON 150 ECC RM 1             9.568 METERS 11253     |
 CH0152| CH0151 BOUNDARY MON 151 MX US              APPROX. 3.6 KM 2905129.6 |
 CH0152| CH0150 BOUNDARY MON 150 MX US               60.028 METERS 34437     |
 CH0152| CH4301 BOUNDARY MON 150 ECC RM 2             4.598 METERS 35625     |
 CH0152|---------------------------------------------------------------------|
 CH0152
 CH0152                          SUPERSEDED SURVEY CONTROL
 CH0152
 CH0152  NAD 83(1986)-  31 39 00.95251(N)    112 04 32.79065(W) AD(       ) 1
 CH0152  NAD 27      -  31 39 00.65100(N)    112 04 30.33900(W) AD(       ) 1
 CH0152
 CH0152.Superseded values are not recommended for survey control.
 CH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0152.See file dsdata.txt to determine how the superseded data were derived.
 CH0152
 CH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9800102174(NAD 83)
 CH0152_MARKER: DS = TRIANGULATION STATION DISK
 CH0152_SETTING: 66 = SET IN ROCK OUTCROP
 CH0152
 CH0152  HISTORY     - Date     Condition        Report By
 CH0152  HISTORY     - 1935     MONUMENTED       CGS
 CH0152
 CH0152                          STATION DESCRIPTION
 CH0152
 CH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CH0152'ON A LOW ROCKY HILL EAST-SOUTHEAST OF BOUNDARY MONUMENT NO. 150
 CH0152'(I.B.C.) AND CAN BE REACHED FROM SELLS BY GOING SOUTH TO
 CH0152'VAMORI.  THE ROCKY RIDGE ON WHICH THE STATION IS LOCATED
 CH0152'IS CONSPICUOUS FROM ROCKY POINT INDIAN VILLAGE AND BEARS
 CH0152'S 48 DEG W FROM THE VILLAGE.  MARKED BY A STANDARD BRONZE
 CH0152'DISK. REFERENCE MARK NO. 1, A STANDARD
 CH0152'BRONZE REFERENCE DISK, IS 9.568 METERS (31.39 FEET)
 CH0152'FROM STATION S 67 DEG 08 MIN E. REFERENCE MARK NO. 2,
 CH0152'A STANDARD BRONZE REFERENCE DISK, IS 4.568 METERS
 CH0152'(14.99 FEET) FROM STATION N 03 DEG 33 MIN W.
 CH0152'BOUNDARY MONUMENT NO. 150 (I.B.C.) IS ONE OF THE MASONRY
 CH0152'TYPE, 11 FEET HIGH AND 3-1/2 FEET SQUARE AT THE BASE
 CH0152'AND IS SITUATED ON THE LEVEL GROUND APPROXIMATELY 100 FEET
 CH0152'NORTHWEST OF THE BASE OF A SMALL LAVA OUTCROPPING LEDGE
 CH0152'WHICH IS APPROXIMATELY 30 FEET IN HEIGHT.  IT IS 60.14
 CH0152'METERS (197.3 FEET) FROM STATION N 15 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0150 ***********************************************************************
 CH0150  DESIGNATION -  BOUNDARY MON 150 MX US
 CH0150  PID         -  CH0150
 CH0150  STATE/COUNTY-  AZ/PIMA
 CH0150  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0150
 CH0150                         *CURRENT SURVEY CONTROL
 CH0150  ___________________________________________________________________
 CH0150* NAD 83(1992)-  31 39 02.83965(N)    112 04 33.39519(W)     ADJUSTED  
 CH0150* NAVD 88     -       736.     (meters)    2415.     (feet)  SCALED    
 CH0150  ___________________________________________________________________
 CH0150  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CH0150  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0150  HORZ ORDER  -  SECOND
 CH0150
 CH0150.The horizontal coordinates were established by classical geodetic methods
 CH0150.and adjusted by the National Geodetic Survey in August 1993.
 CH0150
 CH0150.The orthometric height was scaled from a topographic map.
 CH0150
 CH0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0150
 CH0150.The geoid height was determined by GEOID03.
 CH0150
 CH0150;                    North         East     Units Scale Factor Converg.
 CH0150;SPC AZ C     -    72,160.061   198,254.207   MT  0.99990281   -0 05 00.9
 CH0150;SPC AZ C     -   236,745.61    650,440.31   iFT  0.99990281   -0 05 00.9
 CH0150;UTM  12      - 3,502,231.991   397,985.413   MT  0.99972835   -0 33 52.7
 CH0150
 CH0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0150!SPC AZ C     -   0.99988939  x   0.99990281  =   0.99979221
 CH0150!UTM  12      -   0.99988939  x   0.99972835  =   0.99961777
 CH0150
 CH0150:                Primary Azimuth Mark                     Grid Az
 CH0150:SPC AZ C     -  ROCKY POINT                              045 59 59.9
 CH0150:UTM  12      -  ROCKY POINT                              046 28 51.7
 CH0150
 CH0150|---------------------------------------------------------------------|
 CH0150| PID    Reference Object                     Distance      Geod. Az  |
 CH0150|                                                           dddmmss.s |
 CH0150| CG1141 ROCKY POINT                         APPROX.10.5 KM 0455459.0 |
 CH0150|---------------------------------------------------------------------|
 CH0150
 CH0150                          SUPERSEDED SURVEY CONTROL
 CH0150
 CH0150  NAD 83(1986)-  31 39 02.83159(N)    112 04 33.39511(W) AD(       ) 2
 CH0150  NAD 27      -  31 39 02.53400(N)    112 04 30.94400(W) AD(       ) 2
 CH0150
 CH0150.Superseded values are not recommended for survey control.
 CH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0150.See file dsdata.txt to determine how the superseded data were derived.
 CH0150
 CH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9798502232(NAD 83)
 CH0150
 CH0150  HISTORY     - Date     Condition        Report By
 CH0150  HISTORY     - 1910     MONUMENTED       IBC
 CH0150  HISTORY     - 1935     GOOD             IBWC
 CH0150
 CH0150                          STATION DESCRIPTION
 CH0150
 CH0150'DESCRIBED BY INT BDRY WTR COMM 1935
 CH0150'BOUNDARY MONUMENT NO. 150 (I.B.W.C.) IS ONE OF THE MASONRY
 CH0150'TYPE, 11 FEET HIGH AND 3-1/2 FEET SQUARE AT THE BASE
 CH0150'AND IS SITUATED ON THE LEVEL GROUND APPROXIMATELY 100 FEET
 CH0150'NORTHWEST OF THE BASE OF A SMALL LAVA OUTCROPPING LEDGE
 CH0150'WHICH IS APPROXIMATELY 30 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0151 ***********************************************************************
 CH0151  DESIGNATION -  BOUNDARY MON 151 MX US
 CH0151  PID         -  CH0151
 CH0151  STATE/COUNTY-  AZ/PIMA
 CH0151  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0151
 CH0151                         *CURRENT SURVEY CONTROL
 CH0151  ___________________________________________________________________
 CH0151* NAD 83(1992)-  31 39 43.05411(N)    112 06 42.00776(W)     ADJUSTED  
 CH0151* NAVD 88     -       705.78   (+/-2cm)    2315.5    (feet)  VERTCON   
 CH0151  ___________________________________________________________________
 CH0151  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 CH0151  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CH0151  HORZ ORDER  -  THIRD
 CH0151  VERT ORDER  -  THIRD ? (See Below)
 CH0151
 CH0151.The horizontal coordinates were established by classical geodetic methods
 CH0151.and adjusted by the National Geodetic Survey in August 1993.
 CH0151
 CH0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0151.The vertical order pertains to the NGVD 29 superseded value.
 CH0151
 CH0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0151
 CH0151.The geoid height was determined by GEOID03.
 CH0151
 CH0151;                    North         East     Units Scale Factor Converg.
 CH0151;SPC AZ C     -    73,404.052   194,868.184   MT  0.99990422   -0 06 08.5
 CH0151;SPC AZ C     -   240,826.94    639,331.31   iFT  0.99990422   -0 06 08.5
 CH0151;UTM  12      - 3,503,504.154   394,610.532   MT  0.99973699   -0 35 00.9
 CH0151
 CH0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0151!SPC AZ C     -   0.99989410  x   0.99990422  =   0.99979833
 CH0151!UTM  12      -   0.99989410  x   0.99973699  =   0.99963112
 CH0151
 CH0151|---------------------------------------------------------------------|
 CH0151| PID    Reference Object                     Distance      Geod. Az  |
 CH0151|                                                           dddmmss.s |
 CH0151| CH4302 BOUNDARY MON 151 RM 1                23.665 METERS 05736     |
 CH0151| CH0152 BOUNDARY MON 150 ECC                APPROX. 3.6 KM 1105021.8 |
 CH0151| CH4303 BOUNDARY MON 151 RM 2                24.505 METERS 34102     |
 CH0151|---------------------------------------------------------------------|
 CH0151
 CH0151                          SUPERSEDED SURVEY CONTROL
 CH0151
 CH0151  NAD 83(1986)-  31 39 43.04611(N)    112 06 42.00779(W) AD(       ) 3
 CH0151  NAD 27      -  31 39 42.74600(N)    112 06 39.55300(W) AD(       ) 3
 CH0151  NGVD 29 (07/19/86)  705.06   (m)         2313.2    (f) LEVELING    3  
 CH0151
 CH0151.Superseded values are not recommended for survey control.
 CH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0151.See file dsdata.txt to determine how the superseded data were derived.
 CH0151
 CH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9461103504(NAD 83)
 CH0151_MARKER: 71 = BOUNDARY MONUMENT
 CH0151
 CH0151  HISTORY     - Date     Condition        Report By
 CH0151  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0151
 CH0151                          STATION DESCRIPTION
 CH0151
 CH0151'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0151'ON THE UNITED STATES-MEXICO BOUNDARY LINE ABOUT 13.5 MILES,
 CH0151'AIR LINE, SOUTHWEST OF THE INDIAN VILLAGE OF VAMORI.  STATION
 CH0151'IS THE CENTER OF THE TOP OF THE MONUMENT WHICH IS A 7-FOOT
 CH0151'IRON SHAFT ABOUT 60 FEET SOUTH OF THE BOUNDARY FENCE.  REFERENCE
 CH0151'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 23.665
 CH0151'METERS (77.64 FEET) FROM STATION N 57 DEG 36 MIN E.
 CH0151'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CH0151'IS 24.505 METERS (80.40 FEET) FROM STATION N 18 DEG
 CH0151'58 MIN W. BOUNDARY MONUMENT NO. 150 ECCENTRIC MAY BE
 CH0151'USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0156 ***********************************************************************
 CH0156  DESIGNATION -  BOUNDARY MON 155 MX US
 CH0156  PID         -  CH0156
 CH0156  STATE/COUNTY-  AZ/PIMA
 CH0156  USGS QUAD   -  SOUTH OF PAPAGO FARM (1988)
 CH0156
 CH0156                         *CURRENT SURVEY CONTROL
 CH0156  ___________________________________________________________________
 CH0156* NAD 83(1992)-  31 43 37.32124(N)    112 19 14.20210(W)     ADJUSTED  
 CH0156* NAVD 88     -       525.72   (+/-2cm)    1724.8    (feet)  VERTCON   
 CH0156  ___________________________________________________________________
 CH0156  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 CH0156  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CH0156  HORZ ORDER  -  SECOND
 CH0156  VERT ORDER  -  THIRD ? (See Below)
 CH0156
 CH0156.The horizontal coordinates were established by classical geodetic methods
 CH0156.and adjusted by the National Geodetic Survey in August 1993.
 CH0156
 CH0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0156.The vertical order pertains to the NGVD 29 superseded value.
 CH0156
 CH0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0156
 CH0156.The geoid height was determined by GEOID03.
 CH0156
 CH0156;                    North         East     Units Scale Factor Converg.
 CH0156;SPC AZ C     -    80,673.296   175,081.001   MT  0.99991807   -0 12 44.7
 CH0156;SPC AZ C     -   264,676.17    574,412.73   iFT  0.99991807   -0 12 44.7
 CH0156;UTM  12      - 3,510,938.402   374,888.042   MT  0.99979305   -0 41 40.4
 CH0156
 CH0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0156!SPC AZ C     -   0.99992244  x   0.99991807  =   0.99984051
 CH0156!UTM  12      -   0.99992244  x   0.99979305  =   0.99971550
 CH0156
 CH0156|---------------------------------------------------------------------|
 CH0156| PID    Reference Object                     Distance      Geod. Az  |
 CH0156|                                                           dddmmss.s |
 CH0156| CH4323 BOUNDARY MON 155 RM 1                20.828 METERS 04029     |
 CH0156| CH4322 BOUNDARY MON 155 AZ MK                             2941712.8 |
 CH0156| CH4324 BOUNDARY MON 155 RM 2                24.919 METERS 34130     |
 CH0156|---------------------------------------------------------------------|
 CH0156
 CH0156                          SUPERSEDED SURVEY CONTROL
 CH0156
 CH0156  NAD 83(1986)-  31 43 37.31310(N)    112 19 14.20200(W) AD(       ) 2
 CH0156  NAD 27      -  31 43 37.01700(N)    112 19 11.72600(W) AD(       ) 2
 CH0156  NGVD 29 (07/19/86)  525.02   (m)         1722.5    (f) LEVELING    3  
 CH0156
 CH0156.Superseded values are not recommended for survey control.
 CH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0156.See file dsdata.txt to determine how the superseded data were derived.
 CH0156
 CH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA7488810938(NAD 83)
 CH0156_MARKER: 71 = BOUNDARY MONUMENT
 CH0156
 CH0156  HISTORY     - Date     Condition        Report By
 CH0156  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0156  HISTORY     - 1972     GOOD             IBWC
 CH0156
 CH0156                          STATION DESCRIPTION
 CH0156
 CH0156'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0156'ON THE UNITED STATES-MEXICO BOUNDARY LINE, ABOUT 6 MILES, AIR
 CH0156'LINE, SOUTH OF THE INDIAN VILLAGE OF MOLENITUS AND ABOUT
 CH0156'30 MILES, AIR LINE, SOUTHWEST OF SELLS.  THE BOUNDARY MARK
 CH0156'IS AN IRON SHAFT, 12 INCHES SQUARE AT THE BASE, ABOUT 10
 CH0156'INCHES SQUARE AT THE TOP, POINTED AT THE EXTREME TOP, AND
 CH0156'ABOUT 7 FEET HIGH.  THE SHAFT IS PAINTED A SILVER COLOR, AND
 CH0156'THE BASE IS OF CONCRETE.  THE MONUMENT STANDS 19.3 METERS
 CH0156'SOUTH OF THE BOUNDARY FENCE LINE.  REFERENCE MARK NO. 1, A
 CH0156'STANDARD BRONZE REFERENCE DISK, PROJECTING ABOUT 8
 CH0156'INCHES, IS 20.828 METERS (68.33 FEET) FROM STATION
 CH0156'N 40 DEG 29 MIN E. REFERENCE MARK NO. 2, A
 CH0156'STANDARD BRONZE REFERENCE DISK, PROJECTING ABOUT 8
 CH0156'INCHES, IS 24.919 METERS (81.76 FEET) FROM STATION
 CH0156'N 18 DEG 30 MIN W. THE AZIMUTH MARK, A STANDARD
 CH0156'BRONZE DISK, IS 19 PACES NORTH OF THE BOUNDARY
 CH0156'FENCE LINE AND 0.3 MILE FROM STATION N 65 DEG 44 MIN W.
 CH0156
 CH0156                          STATION RECOVERY (1972)
 CH0156
 CH0156'RECOVERY NOTE BY INT BDRY WTR COMM 1972 (JHW)
 CH0156'THE BOUNDARY MARKER, THE TRIANGULATION BRASS CAP AND THE REFERENCE
 CH0156'MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 CH0156'USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0157 ***********************************************************************
 CH0157  DESIGNATION -  BOUNDARY MON 156 MX US
 CH0157  PID         -  CH0157
 CH0157  STATE/COUNTY-  AZ/PIMA
 CH0157  USGS QUAD   -  SOUTH OF PAPAGO FARM (1988)
 CH0157
 CH0157                         *CURRENT SURVEY CONTROL
 CH0157  ___________________________________________________________________
 CH0157* NAD 83(1992)-  31 44 36.92696(N)    112 22 26.40298(W)     ADJUSTED  
 CH0157* NAVD 88     -       516.59   (+/-2cm)    1694.8    (feet)  VERTCON   
 CH0157  ___________________________________________________________________
 CH0157  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CH0157  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 CH0157  HORZ ORDER  -  SECOND
 CH0157  VERT ORDER  -  THIRD ? (See Below)
 CH0157
 CH0157.The horizontal coordinates were established by classical geodetic methods
 CH0157.and adjusted by the National Geodetic Survey in August 1993.
 CH0157
 CH0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0157.The vertical order pertains to the NGVD 29 superseded value.
 CH0157
 CH0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0157
 CH0157.The geoid height was determined by GEOID03.
 CH0157
 CH0157;                    North         East     Units Scale Factor Converg.
 CH0157;SPC AZ C     -    82,529.029   170,029.355   MT  0.99992315   -0 14 26.2
 CH0157;SPC AZ C     -   270,764.53    557,839.09   iFT  0.99992315   -0 14 26.2
 CH0157;UTM  12      - 3,512,836.361   369,852.797   MT  0.99980890   -0 43 22.8
 CH0157
 CH0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0157!SPC AZ C     -   0.99992388  x   0.99992315  =   0.99984704
 CH0157!UTM  12      -   0.99992388  x   0.99980890  =   0.99973279
 CH0157
 CH0157|---------------------------------------------------------------------|
 CH0157| PID    Reference Object                     Distance      Geod. Az  |
 CH0157|                                                           dddmmss.s |
 CH0157| CH4305 BOUNDARY MON 156 RM 1                18.350 METERS 02928     |
 CH0157| CH4304 BOUNDARY MON 156 AZ MK                             1052732.0 |
 CH0157| CH0172 BOUNDARY MON 160 MX US              APPROX.16.5 KM 2895542.2 |
 CH0157| CH4306 BOUNDARY MON 156 RM 2                26.712 METERS 33157     |
 CH0157|---------------------------------------------------------------------|
 CH0157
 CH0157                          SUPERSEDED SURVEY CONTROL
 CH0157
 CH0157  NAD 83(1986)-  31 44 36.91869(N)    112 22 26.40300(W) AD(       ) 2
 CH0157  NAD 27      -  31 44 36.62600(N)    112 22 23.92000(W) AD(       ) 2
 CH0157  NGVD 29 (07/19/86)  515.89   (m)         1692.5    (f) LEVELING    3  
 CH0157
 CH0157.Superseded values are not recommended for survey control.
 CH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0157.See file dsdata.txt to determine how the superseded data were derived.
 CH0157
 CH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA6985312836(NAD 83)
 CH0157_MARKER: X = CHISELED CROSS
 CH0157_SETTING: 0 = UNSPECIFIED SETTING
 CH0157
 CH0157  HISTORY     - Date     Condition        Report By
 CH0157  HISTORY     - 1935     MONUMENTED       IBWC
 CH0157  HISTORY     - 1958     GOOD             IBWC
 CH0157
 CH0157                          STATION DESCRIPTION
 CH0157
 CH0157'DESCRIBED BY INT BDRY WTR COMM 1935 (EBL)
 CH0157'ON THE UNITED STATES-MEXICO BOUNDARY ABOUT 8 MILES, AIR LINE,
 CH0157'SOUTHWEST OF THE INDIAN VILLAGE OF MOLENITUS, 11 MILES, AIR
 CH0157'LINE, SOUTHWEST OF THE SANFORD RANCH ON THE LEVEL PLAIN MIDWAY
 CH0157'BETWEEN THE LA LESNA AND NARIZ MOUNTAIN RANGES AND 60 FEET
 CH0157'SOUTH OF THE BOUNDARY FENCE.  MARKED BY A CROSS IN THE APEX OF
 CH0157'THE MONUMENT.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CH0157'DISK, IS 18.350 METERS (60.20 FEET) FROM STATION
 CH0157'N 29 DEG 27 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CH0157'BRONZE REFERENCE DISK, IS 26.712 METERS (87.64
 CH0157'FEET) FROM STATION N 28 DEG 03 MIN W. THE AZIMUTH
 CH0157'MARK, A STANDARD BRONZE DISK, IS ABOUT 0.4 MILE
 CH0157'FROM STATION S 74 DEG 32 MIN E.
 CH0157
 CH0157                          STATION RECOVERY (1958)
 CH0157
 CH0157'RECOVERY NOTE BY INT BDRY WTR COMM 1958
 CH0157'STATION RECOVERED AS DESCRIBED.
 CH0157'
 CH0157'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 CH0157'
 CH0157'STATION IS LOCATED ON A LOW FLAT RIDGE, 87.0 FEET S OF THE
 CH0157'CENTERLINE OF TRAIL AT BUSH S OF TRAIL.  110.0 FEET NNW OF
 CH0157'LONE BUSH.  167.0 FEET SW OF LONE BUSH S OF TRAIL.  413.0 FEET
 CH0157'W OF THE CENTER OF TWO BUSHES S OF TRAIL.  1.5 FEET NW OF SMALL
 CH0157'DARK BUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0162 ***********************************************************************
 CH0162  DESIGNATION -  BOUNDARY MON 158 MX US
 CH0162  PID         -  CH0162
 CH0162  STATE/COUNTY-  AZ/PIMA
 CH0162  USGS QUAD   -  BAILEY PEAK (1988)
 CH0162
 CH0162                         *CURRENT SURVEY CONTROL
 CH0162  ___________________________________________________________________
 CH0162* NAD 83(1992)-  31 46 12.21493(N)    112 27 34.36187(W)     ADJUSTED  
 CH0162* NAVD 88     -       534.40   (+/-2cm)    1753.3    (feet)  VERTCON   
 CH0162  ___________________________________________________________________
 CH0162  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CH0162  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 CH0162  HORZ ORDER  -  THIRD
 CH0162  VERT ORDER  -  THIRD ? (See Below)
 CH0162
 CH0162.The horizontal coordinates were established by classical geodetic methods
 CH0162.and adjusted by the National Geodetic Survey in August 1993.
 CH0162
 CH0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0162.The vertical order pertains to the NGVD 29 superseded value.
 CH0162
 CH0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0162
 CH0162.The geoid height was determined by GEOID03.
 CH0162
 CH0162;                    North         East     Units Scale Factor Converg.
 CH0162;SPC AZ C     -    85,500.953   161,938.913   MT  0.99993260   -0 17 09.0
 CH0162;SPC AZ C     -   280,514.94    531,295.65   iFT  0.99993260   -0 17 09.0
 CH0162;UTM  12      - 3,515,875.998   361,788.524   MT  0.99983559   -0 46 06.9
 CH0162
 CH0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0162!SPC AZ C     -   0.99992109  x   0.99993260  =   0.99985369
 CH0162!UTM  12      -   0.99992109  x   0.99983559  =   0.99975669
 CH0162
 CH0162|---------------------------------------------------------------------|
 CH0162| PID    Reference Object                     Distance      Geod. Az  |
 CH0162|                                                           dddmmss.s |
 CH0162| CH4326 BOUNDARY MON 158 RM 1                              05632     |
 CH0162| CH4325 BOUNDARY MON 158 AZ MK                             1060113.0 |
 CH0162| CH4327 BOUNDARY MON 158 RM 2                              34327     |
 CH0162|---------------------------------------------------------------------|
 CH0162
 CH0162                          SUPERSEDED SURVEY CONTROL
 CH0162
 CH0162  NAD 83(1986)-  31 46 12.20645(N)    112 27 34.36204(W) AD(       ) 3
 CH0162  NAD 27      -  31 46 11.92200(N)    112 27 31.87100(W) AD(       ) 3
 CH0162  NGVD 29 (07/19/86)  533.70   (m)         1751.0    (f) LEVELING    3  
 CH0162
 CH0162.Superseded values are not recommended for survey control.
 CH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0162.See file dsdata.txt to determine how the superseded data were derived.
 CH0162
 CH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA6178915876(NAD 83)
 CH0162_MARKER: 71 = BOUNDARY MONUMENT
 CH0162
 CH0162  HISTORY     - Date     Condition        Report By
 CH0162  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0162
 CH0162                          STATION DESCRIPTION
 CH0162
 CH0162'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0162'ON THE UNITED STATES-MEXICO BOUNDARY, 22-1/2 MILES SOUTH-SOUTHWEST
 CH0162'OF PISINEMO, 12 MILES SOUTHWEST OF THE INDIAN VILLAGE OF MOLENITUS,
 CH0162'ON THE FLAT DESERT PLAIN LYING SOUTH OF THE SOUTH END OF THE
 CH0162'MESQUITE MOUNTAINS AND WEST OF THE NORTH END OF THE LESNA
 CH0162'MOUNTAIN RANGE, ABOUT 2 MILES WEST OF THE ABANDONED INDIAN
 CH0162'VILLAGE OF COMOTE AND 75 FEET SOUTH OF THE CENTER OF THE
 CH0162'TRACK ROAD ALONG THE NORTH SIDE OF THE BOUNDARY FENCE.  THE
 CH0162'STATION IS THE CENTER OF THE TOP OF A STANDARD CAST-IRON
 CH0162'BOUNDARY MARKER ABOUT 7 FEET HIGH, PAINTED ALUMINUM AND HAVING
 CH0162'THE RAISED NUMERALS 158 FIXED TO ITS EAST SIDE.  REFERENCE AND
 CH0162'AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CH0162'REFERENCE MARK NO. 1 IS ON THE NORTH
 CH0162'SIDE OF THE BOUNDARY FENCE, AT SOUTH EDGE OF THE TRACK ROAD AND
 CH0162'IS N 56 DEG 32 MIN E FROM THE STATION.
 CH0162'REFERENCE MARK NO. 2 IS ON THE NORTH SIDE OF THE BOUNDARY
 CH0162'FENCE, AT SOUTH EDGE OF THE TRACK ROAD AND IS N 16 DEG
 CH0162'33 MIN W FROM THE STATION.  THE AZIMUTH MARK IS ON THE
 CH0162'NORTH SIDE OF THE ROAD, 35 FEET NORTH OF THE BOUNDARY
 CH0162'FENCE, 25 FEET WEST OF A SHALLOW WASH AND ABOUT 0.2 MILE
 CH0162'FROM STATION S 74 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0173 ***********************************************************************
 CH0173  DESIGNATION -  BOUNDARY MON 160 ECC
 CH0173  PID         -  CH0173
 CH0173  STATE/COUNTY-  AZ/PIMA
 CH0173  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0173
 CH0173                         *CURRENT SURVEY CONTROL
 CH0173  ___________________________________________________________________
 CH0173* NAD 83(1992)-  31 47 39.38632(N)    112 32 16.87091(W)     ADJUSTED  
 CH0173* NAVD 88     -       820.     (meters)    2690.     (feet)  SCALED    
 CH0173  ___________________________________________________________________
 CH0173  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CH0173  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 CH0173  HORZ ORDER  -  THIRD
 CH0173
 CH0173.The horizontal coordinates were established by classical geodetic methods
 CH0173.and adjusted by the National Geodetic Survey in August 1993.
 CH0173
 CH0173.The orthometric height was scaled from a topographic map.
 CH0173
 CH0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0173
 CH0173.The geoid height was determined by GEOID03.
 CH0173
 CH0173;                    North         East     Units Scale Factor Converg.
 CH0173;SPC AZ C     -    88,225.471   154,521.049   MT  0.99994268   -0 19 38.6
 CH0173;SPC AZ C     -   289,453.65    506,958.82   iFT  0.99994268   -0 19 38.6
 CH0173;UTM  12      - 3,518,662.692   354,394.546   MT  0.99986148   -0 48 37.7
 CH0173
 CH0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0173!SPC AZ C     -   0.99987631  x   0.99994268  =   0.99981900
 CH0173!UTM  12      -   0.99987631  x   0.99986148  =   0.99973781
 CH0173
 CH0173|---------------------------------------------------------------------|
 CH0173| PID    Reference Object                     Distance      Geod. Az  |
 CH0173|                                                           dddmmss.s |
 CH0173| CH4307 BOUNDARY MON 160 RM                   4.570 METERS 06547     |
 CH0173| CH0172 BOUNDARY MON 160 MX US                3.078 METERS 10907     |
 CH0173| CH0176 DOME SOUTH OF SIERRA DEL AJO        APPROX.22.5 KM 3284837.2 |
 CH0173| CH0171 MENAGERS STORE NORTH GABLE          APPROX. 2.9 KM 3342759.3 |
 CH0173| DA1509 MONTEZUMA HEAD                      APPROX.36.8 KM 3384625.2 |
 CH0173|---------------------------------------------------------------------|
 CH0173
 CH0173                          SUPERSEDED SURVEY CONTROL
 CH0173
 CH0173  NAD 83(1986)-  31 47 39.37697(N)    112 32 16.86941(W) AD(       ) 3
 CH0173  NAD 27      -  31 47 39.17730(N)    112 32 14.49100(W) AD(       ) 3
 CH0173
 CH0173.Superseded values are not recommended for survey control.
 CH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0173.See file dsdata.txt to determine how the superseded data were derived.
 CH0173
 CH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA5439518663(NAD 83)
 CH0173_MARKER: DS = TRIANGULATION STATION DISK
 CH0173_SETTING: 66 = SET IN ROCK OUTCROP
 CH0173_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CH0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0173+STABILITY: POSITION/ELEVATION WELL
 CH0173
 CH0173  HISTORY     - Date     Condition        Report By
 CH0173  HISTORY     - 1920     MONUMENTED       CGS
 CH0173  HISTORY     - 1972     GOOD             AZHD
 CH0173
 CH0173                          STATION DESCRIPTION
 CH0173
 CH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CH0173'NEAR MENAGERS RANCH AND ABOUT 1 MILE EAST OF THE SADDLE ON
 CH0173'THE MOUNTAIN.  MARKED BY A STANDARD BRONZE DISK.
 CH0173'REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK,
 CH0173'12C, IS 4.57 METERS (15.0 FEET) FROM STATION N 65 DEG 47 MIN E.
 CH0173
 CH0173                          STATION RECOVERY (1972)
 CH0173
 CH0173'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0173'THE STATION, THE REFERENCE MARK, AND BOUNDARY MARKER 160 WERE
 CH0173'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARKS ARE LOCATED
 CH0173'ABOUT 12 MILES SOUTHEASTERLY ALONG THE INTERNATIONAL BOUNDARY FROM
 CH0173'LUKEVILLE, ARIZONA, ON THE CREST OF THE STERRA DE LA NARIZ,
 CH0173'AND ABOUT 2 MILES SOUTHEAST OF THE PAPAGO INDIAN VILLAGE OF ALI
 CH0173'CHUK.
 CH0173'
 CH0173'THE STATION MARK IS AN UNSTAMPED USC AND GS TRIANGULATION
 CH0173'BRASS CAP, SET IN A DRILL HOLE IN A ROCK.  THE REFERENCE MARK
 CH0173'IS AN UNSTAMPED, STANDARD USC AND GS REFERENCE MARK BRASS
 CH0173'CAP, SET IN A DRILL HOLE IN A STONE, AND ABOUT 15 FT EASTERLY
 CH0173'OF THE MAIN STATION.  BOUNDARY MONUMENT 160 IS ABOUT 10 FT
 CH0173'EAST OF THE BRASS CAP.
 CH0173'
 CH0173'TO REACH FROM THE WATER TANK (STANDPIPE) IN ALI CHUK, GO
 CH0173'SOUTHEAST FOR 0.9 MILES TO A GATE.  FROM HERE THE WHITE PAINTED
 CH0173'BOUNDARY MARKER MAY BE OBSERVED ON THE CREST OF THE RIDGE.
 CH0173'CONTINUE SOUTHEAST FOR 0.6 MILES TO THE BASE OF THE RIDGE.  PACK
 CH0173'TO THE STATION, ABOUT A 1-1/2 HOUR CLIMB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0169 ***********************************************************************
 CH0169  DESIGNATION -  BOUNDARY MON 162 ECC
 CH0169  PID         -  CH0169
 CH0169  STATE/COUNTY-  AZ/PIMA
 CH0169  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0169
 CH0169                         *CURRENT SURVEY CONTROL
 CH0169  ___________________________________________________________________
 CH0169* NAD 83(1992)-  31 48 59.70990(N)    112 36 37.56472(W)     ADJUSTED  
 CH0169* NAVD 88     -       751.     (meters)    2464.     (feet)  SCALED    
 CH0169  ___________________________________________________________________
 CH0169  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CH0169  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 CH0169  HORZ ORDER  -  THIRD
 CH0169
 CH0169.The horizontal coordinates were established by classical geodetic methods
 CH0169.and adjusted by the National Geodetic Survey in August 1993.
 CH0169
 CH0169.The orthometric height was scaled from a topographic map.
 CH0169
 CH0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0169
 CH0169.The geoid height was determined by GEOID03.
 CH0169
 CH0169;                    North         East     Units Scale Factor Converg.
 CH0169;SPC AZ C     -    90,740.814   147,679.370   MT  0.99995319   -0 21 56.8
 CH0169;SPC AZ C     -   297,706.08    484,512.37   iFT  0.99995319   -0 21 56.8
 CH0169;UTM  12      - 3,521,235.460   347,574.830   MT  0.99988654   -0 50 57.1
 CH0169
 CH0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0169!SPC AZ C     -   0.99988716  x   0.99995319  =   0.99984035
 CH0169!UTM  12      -   0.99988716  x   0.99988654  =   0.99977371
 CH0169
 CH0169:                Primary Azimuth Mark                     Grid Az
 CH0169:SPC AZ C     -  DOME NORTH OF MESQUITE                   042 29 56.5
 CH0169:UTM  12      -  DOME NORTH OF MESQUITE                   042 58 56.8
 CH0169
 CH0169|---------------------------------------------------------------------|
 CH0169| PID    Reference Object                     Distance      Geod. Az  |
 CH0169|                                                           dddmmss.s |
 CH0169| CH0165 DOME NORTH OF MESQUITE              APPROX.22.0 KM 0420759.7 |
 CH0169| CH4412 BOUNDARY MON 162 RM                   9.730 METERS 06932     |
 CH0169| CH0171 MENAGERS STORE NORTH GABLE          APPROX. 5.6 KM 0884825.3 |
 CH0169| CH0170 BOUNDARY MON 162 MX US                8.960 METERS 11556     |
 CH0169| CH0176 DOME SOUTH OF SIERRA DEL AJO        APPROX.17.5 KM 3435855.8 |
 CH0169| DA1509 MONTEZUMA HEAD                      APPROX.32.4 KM 3482907.3 |
 CH0169|---------------------------------------------------------------------|
 CH0169
 CH0169                          SUPERSEDED SURVEY CONTROL
 CH0169
 CH0169  NAD 83(1986)-  31 48 59.69973(N)    112 36 37.56249(W) AD(       ) 3
 CH0169  NAD 27      -  31 48 59.48610(N)    112 36 35.08380(W) AD(       ) 3
 CH0169
 CH0169.Superseded values are not recommended for survey control.
 CH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0169.See file dsdata.txt to determine how the superseded data were derived.
 CH0169
 CH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA4757521235(NAD 83)
 CH0169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CH0169_SETTING: 66 = SET IN ROCK OUTCROP
 CH0169
 CH0169  HISTORY     - Date     Condition        Report By
 CH0169  HISTORY     - 1920     MONUMENTED       CGS
 CH0169
 CH0169                          STATION DESCRIPTION
 CH0169
 CH0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CH0169'ON A RIDGE TO THE SOUTH AND WEST OF A SMALL OUTCROPPING DOME
 CH0169'ON TOP OF THE RIDGE.  ABOUT 3 MILES WEST ALONG THE VALLEY
 CH0169'TOWARD MENAGERS RANCH.  MARKED BY A STANDARD BRONZE DISK.
 CH0169'REFERENCE MARK, A STANDARD BRONZE
 CH0169'REFERENCE DISK, IS 9.73 METERS (31.9 FEET) FROM
 CH0169'STATION N 69 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0174 ***********************************************************************
 CH0174  DESIGNATION -  BOUNDARY MON 164 MX US
 CH0174  PID         -  CH0174
 CH0174  STATE/COUNTY-  AZ/PIMA
 CH0174  USGS QUAD   -  BLANKENSHIP WELL (1988)
 CH0174
 CH0174                         *CURRENT SURVEY CONTROL
 CH0174  ___________________________________________________________________
 CH0174* NAD 83(1992)-  31 50 18.38753(N)    112 40 53.81283(W)     ADJUSTED  
 CH0174* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 CH0174  ___________________________________________________________________
 CH0174  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CH0174  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 CH0174  HORZ ORDER  -  SECOND
 CH0174
 CH0174.The horizontal coordinates were established by classical geodetic methods
 CH0174.and adjusted by the National Geodetic Survey in August 1993.
 CH0174
 CH0174.The orthometric height was scaled from a topographic map.
 CH0174
 CH0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0174
 CH0174.The geoid height was determined by GEOID03.
 CH0174
 CH0174;                    North         East     Units Scale Factor Converg.
 CH0174;SPC AZ C     -    93,209.250   140,957.482   MT  0.99996463   -0 24 12.8
 CH0174;SPC AZ C     -   305,804.63    462,458.93   iFT  0.99996463   -0 24 12.8
 CH0174;UTM  12      - 3,523,760.391   340,874.413   MT  0.99991229   -0 53 14.2
 CH0174
 CH0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0174!SPC AZ C     -   0.99993318  x   0.99996463  =   0.99989781
 CH0174!UTM  12      -   0.99993318  x   0.99991229  =   0.99984547
 CH0174
 CH0174|---------------------------------------------------------------------|
 CH0174| PID    Reference Object                     Distance      Geod. Az  |
 CH0174|                                                           dddmmss.s |
 CH0174| CH4310 BOUNDARY MON 164 RM 2                27.715 METERS 06406     |
 CH0174| CH4308 BOUNDARY MON 164 AZ MK                             2920052.8 |
 CH0174| CH4309 BOUNDARY MON 164 RM 1                25.270 METERS 33800     |
 CH0174|---------------------------------------------------------------------|
 CH0174
 CH0174                          SUPERSEDED SURVEY CONTROL
 CH0174
 CH0174  NAD 83(1986)-  31 50 18.37636(N)    112 40 53.81268(W) AD(       ) 2
 CH0174  NAD 27      -  31 50 18.16400(N)    112 40 51.29300(W) AD(       ) 2
 CH0174
 CH0174.Superseded values are not recommended for survey control.
 CH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0174.See file dsdata.txt to determine how the superseded data were derived.
 CH0174
 CH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA4087423760(NAD 83)
 CH0174_MARKER: 71 = BOUNDARY MONUMENT
 CH0174
 CH0174  HISTORY     - Date     Condition        Report By
 CH0174  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0174
 CH0174                          STATION DESCRIPTION
 CH0174
 CH0174'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0174'ON THE UNITED STATES-MEXICO BOUNARY ABOUT 9.0 MILES ALONG THE
 CH0174'BORDER EAST FROM THE SONOYTA CUSTOMHOUSE.  IT IS THE CENTER OF
 CH0174'THE TOP OF A REGULAR IRON BOUNDARY MONUMENT, 7.0 FEET IN HEIGHT,
 CH0174'SITUATED ON A SMALL KNOLL THAT IS SLIGHTLY HIGHER THAN THE
 CH0174'SURROUNDING PLAIN.  REFERENCE MARK NO. 1, A STANDARD BRONZE
 CH0174'REFERENCE DISK, IS 25.270 METERS (82.91 FEET) FROM
 CH0174'STATION N 22 DEG 00 MIN W. REFERENCE MARK NO. 2, A
 CH0174'STANDARD BRONZE REFERENCE DISK,  IS 27.715 METERS
 CH0174'(90.93 FEET) FROM STATION N 64 DEG 06 MIN E. THE
 CH0174'AZIMUTH MARK, A STANDARD BRONZE DISK, IS 30 FEET NORTH
 CH0174'OF THE BOUNDARY FENCE AND 0.3 MILE FROM STATION N 67 DEG
 CH0174'55 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0175 ***********************************************************************
 CH0175  DESIGNATION -  BOUNDARY MON 165 MX US
 CH0175  PID         -  CH0175
 CH0175  STATE/COUNTY-  AZ/PIMA
 CH0175  USGS QUAD   -  BLANKENSHIP WELL (1988)
 CH0175
 CH0175                         *CURRENT SURVEY CONTROL
 CH0175  ___________________________________________________________________
 CH0175* NAD 83(1992)-  31 51 25.20006(N)    112 44 31.58661(W)     ADJUSTED  
 CH0175* NAVD 88     -       442.38   (+/-2cm)    1451.4    (feet)  VERTCON   
 CH0175  ___________________________________________________________________
 CH0175  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CH0175  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CH0175  HORZ ORDER  -  THIRD
 CH0175  VERT ORDER  -  THIRD ? (See Below)
 CH0175
 CH0175.The horizontal coordinates were established by classical geodetic methods
 CH0175.and adjusted by the National Geodetic Survey in August 1993.
 CH0175
 CH0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0175.The vertical order pertains to the NGVD 29 superseded value.
 CH0175
 CH0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0175
 CH0175.The geoid height was determined by GEOID03.
 CH0175
 CH0175;                    North         East     Units Scale Factor Converg.
 CH0175;SPC AZ C     -    95,308.967   135,247.305   MT  0.99997523   -0 26 08.5
 CH0175;SPC AZ C     -   312,693.46    443,724.75   iFT  0.99997523   -0 26 08.5
 CH0175;UTM  12      - 3,525,908.155   335,182.435   MT  0.99993503   -0 55 10.9
 CH0175
 CH0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0175!SPC AZ C     -   0.99993560  x   0.99997523  =   0.99991083
 CH0175!UTM  12      -   0.99993560  x   0.99993503  =   0.99987064
 CH0175
 CH0175                          SUPERSEDED SURVEY CONTROL
 CH0175
 CH0175  NAD 83(1986)-  31 51 25.18876(N)    112 44 31.58753(W) AD(       ) 3
 CH0175  NAD 27      -  31 51 24.97000(N)    112 44 29.04000(W) AD(       ) 3
 CH0175  NGVD 29 (07/19/86)  441.65   (m)         1449.0    (f) LEVELING    3  
 CH0175
 CH0175.Superseded values are not recommended for survey control.
 CH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0175.See file dsdata.txt to determine how the superseded data were derived.
 CH0175
 CH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3518225908(NAD 83)
 CH0175
 CH0175  HISTORY     - Date     Condition        Report By
 CH0175  HISTORY     - 1936     MONUMENTED       CGS
 CH0175  HISTORY     - 1958     GOOD             IBWC
 CH0175
 CH0175                          STATION DESCRIPTION
 CH0175
 CH0175'DESCRIBED BY INT BDRY WTR COMM 1958
 CH0175'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE S
 CH0175'EDGE OF NNE SSW RIDGE, 11.5 FEET S OF THE CENTERLINE BOUNDARY
 CH0175'TRAIL.  12.5 FEET ENE OF SMALL LONE BUSH.  18.0 FEET WNW OF
 CH0175'LONE LARGE BUSH.  86.0 FEET ESE OF LARGE BUSH S OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0184 ***********************************************************************
 CH0184  DESIGNATION -  BOUNDARY MON 166 MX US
 CH0184  PID         -  CH0184
 CH0184  STATE/COUNTY-  AZ/PIMA
 CH0184  USGS QUAD   -  SOUTH OF LUKEVILLE (1988)
 CH0184
 CH0184                         *CURRENT SURVEY CONTROL
 CH0184  ___________________________________________________________________
 CH0184* NAD 83(1992)-  31 51 57.30665(N)    112 46 16.71238(W)     ADJUSTED  
 CH0184* NAVD 88     -       427.     (meters)    1401.     (feet)  VERTCON   
 CH0184  ___________________________________________________________________
 CH0184  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CH0184  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 CH0184  HORZ ORDER  -  THIRD
 CH0184
 CH0184.The horizontal coordinates were established by classical geodetic methods
 CH0184.and adjusted by the National Geodetic Survey in August 1993.
 CH0184
 CH0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0184
 CH0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0184
 CH0184.The geoid height was determined by GEOID03.
 CH0184
 CH0184;                    North         East     Units Scale Factor Converg.
 CH0184;SPC AZ C     -    96,319.225   132,491.610   MT  0.99998063   -0 27 04.4
 CH0184;SPC AZ C     -   316,007.96    434,683.76   iFT  0.99998063   -0 27 04.4
 CH0184;UTM  12      - 3,526,941.621   332,435.477   MT  0.99994629   -0 56 07.3
 CH0184
 CH0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0184!SPC AZ C     -   0.99993807  x   0.99998063  =   0.99991870
 CH0184!UTM  12      -   0.99993807  x   0.99994629  =   0.99988436
 CH0184
 CH0184|---------------------------------------------------------------------|
 CH0184| PID    Reference Object                     Distance      Geod. Az  |
 CH0184|                                                           dddmmss.s |
 CH0184| CH4312 BOUNDARY MON 166 RM 1                26.630 METERS 05642     |
 CH0184| CH4311 BOUNDARY MON 166 AZ MK                             0713504.4 |
 CH0184| CH4313 BOUNDARY MON 166 RM 2                25.915 METERS 34020     |
 CH0184|---------------------------------------------------------------------|
 CH0184
 CH0184                          SUPERSEDED SURVEY CONTROL
 CH0184
 CH0184  NAD 83(1986)-  31 51 57.29524(N)    112 46 16.71253(W) AD(       ) 3
 CH0184  NAD 27      -  31 51 57.05795(N)    112 46 14.13259(W) AD(       ) 3
 CH0184  NGVD 29 (07/19/86)  426.     (m)         1398.     (f) VERT ANG    3  
 CH0184
 CH0184.Superseded values are not recommended for survey control.
 CH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0184.See file dsdata.txt to determine how the superseded data were derived.
 CH0184
 CH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3243526942(NAD 83)
 CH0184_MARKER: 71 = BOUNDARY MONUMENT
 CH0184
 CH0184  HISTORY     - Date     Condition        Report By
 CH0184  HISTORY     - 1936     FIRST OBSERVED   IBWC
 CH0184
 CH0184                          STATION DESCRIPTION
 CH0184
 CH0184'DESCRIBED BY INT BDRY WTR COMM 1936 (JB)
 CH0184'ON THE UNITED STATES-MEXICO BORDER, ABOUT 2-1/2 MILES NORTHEAST
 CH0184'OF SONOYTA, MEXICO, ON THE DESERT PLAIN LYING SOUTH OF THE
 CH0184'SIERRA DEL AJO RANGE, ABOUT 3 MILES EAST-SOUTHEAST ALONG THE
 CH0184'BOUNDARY FROM THE MEXICAN CUSTOMHOUSE ON THE SONOYTA-AJO ROAD,
 CH0184'ABOUT 1 MILE SOUTHEAST OF A DESERTED RANCH AND WINDMILL AND
 CH0184'ABOUT 60 FEET SOUTH OF THE BOUNDARY FENCE.  STATION IS THE TIP
 CH0184'OF A STANDARD CAST-IRON ALUMINUM-COLORED BOUNDARY MARKER, ABOUT
 CH0184'7 FEET HIGH AND BOLTED TO A CONCRETE BASE.  THE NUMERALS 166
 CH0184'ARE AFFIXED TO ITS EAST SIDE.  REFERENCE MARK NO. 1, A STANDARD
 CH0184'BRONZE REFERENCE DISK, IS ON THE BOUNDARY FENCE
 CH0184'LINE, 26.630 METERS (87.37 FEET) FROM STATION N 56 DEG 42 MIN E.
 CH0184'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CH0184'REFERENCE DISK, IS ALSO ON THE BOUNDARY FENCE LINE,
 CH0184'25.915 METERS (85.02 FEET) FROM STATION N 19 DEG 40 MIN W.
 CH0184'THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS
 CH0184'ON TOP OF A SMALL HILL JUST NORTHWEST OF A SHACK ON THE
 CH0184'HIGHEST POINT OF THE HILL AND ON THE LONGITUDINAL CENTER
 CH0184'OF THE SUMMIT.  IT IS ABOUT 0.7 MILE FROM STATION N 71 DEG
 CH0184'34 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0183 ***********************************************************************
 CH0183  DESIGNATION -  BOUNDARY MON 167 ECC
 CH0183  PID         -  CH0183
 CH0183  STATE/COUNTY-  AZ/PIMA
 CH0183  USGS QUAD   -  LUKEVILLE (1988)
 CH0183
 CH0183                         *CURRENT SURVEY CONTROL
 CH0183  ___________________________________________________________________
 CH0183* NAD 83(1992)-  31 52 50.24080(N)    112 49 09.59360(W)     ADJUSTED  
 CH0183* NAVD 88     -       426.3    (meters)    1399.     (feet)  VERTCON   
 CH0183  ___________________________________________________________________
 CH0183  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 CH0183  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CH0183  HORZ ORDER  -  SECOND
 CH0183
 CH0183.The horizontal coordinates were established by classical geodetic methods
 CH0183.and adjusted by the National Geodetic Survey in August 1993.
 CH0183
 CH0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0183
 CH0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0183
 CH0183.The geoid height was determined by GEOID03.
 CH0183
 CH0183;                    North         East     Units Scale Factor Converg.
 CH0183;SPC AZ C     -    97,986.385   127,960.997   MT  0.99998991   -0 28 36.4
 CH0183;SPC AZ C     -   321,477.64    419,819.54   iFT  0.99998991   -0 28 36.4
 CH0183;UTM  12      - 3,528,646.961   327,919.248   MT  0.99996521   -0 57 40.0
 CH0183
 CH0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0183!SPC AZ C     -   0.99993814  x   0.99998991  =   0.99992805
 CH0183!UTM  12      -   0.99993814  x   0.99996521  =   0.99990335
 CH0183
 CH0183:                Primary Azimuth Mark                     Grid Az
 CH0183:SPC AZ C     -  PALO                                     018 05 03.6
 CH0183:UTM  12      -  PALO                                     018 34 07.2
 CH0183
 CH0183|---------------------------------------------------------------------|
 CH0183| PID    Reference Object                     Distance      Geod. Az  |
 CH0183|                                                           dddmmss.s |
 CH0183| CH0182 PALO                                APPROX. 4.0 KM 0173627.2 |
 CH0183| CH4315 BOUNDARY MON 167 ECC RM 1            12.099 METERS 11022     |
 CH0183| CH4314 BOUNDARY MON 167 MX US                             11143     |
 CH0183| CH4316 BOUNDARY MON 167 ECC RM 2            12.177 METERS 29007     |
 CH0183|---------------------------------------------------------------------|
 CH0183
 CH0183                          SUPERSEDED SURVEY CONTROL
 CH0183
 CH0183  NAD 83(1986)-  31 52 50.22932(N)    112 49 09.59479(W) AD(       ) 2
 CH0183  NAD 27      -  31 52 49.99730(N)    112 49 07.01484(W) AD(       ) 2
 CH0183  NGVD 29 (07/19/86)  425.6    (m)         1396.     (f) VERT ANG    3  
 CH0183
 CH0183.Superseded values are not recommended for survey control.
 CH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0183.See file dsdata.txt to determine how the superseded data were derived.
 CH0183
 CH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA2791928647(NAD 83)
 CH0183_MARKER: DD = SURVEY DISK
 CH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0183+STABILITY: SURFACE MOTION
 CH0183
 CH0183  HISTORY     - Date     Condition        Report By
 CH0183  HISTORY     - 1977     MONUMENTED       AZDT
 CH0183  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 CH0183
 CH0183                          STATION DESCRIPTION
 CH0183
 CH0183'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CH0183'THE STATION IS ABOUT 600 FEET WEST OF THE PORT OF ENTRY AT
 CH0183'LUKEVILLE AND 6 FEET NORTH OF THE U.S. MEXICO BOUNDARY FENCE.
 CH0183'
 CH0183'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED BDRY. MON. 167
 CH0183'ECC. 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 CH0183'STATION IS 6 FEET NORTH OF BDRY. FENCE, 243 FEET WEST OF
 CH0183'BDRY. MON. 167, 68 FEET SOUTHWEST OF A DUMP PIT, 53 FEET SOUTH
 CH0183'SOUTHWEST OF A POWER POLE AND ON A HIGH POINT OF GROUND.
 CH0183'
 CH0183'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED
 CH0183'BDRY. MON. 167 ECC RM 1 1977 AND IS SET IN A 10 INCH DIAMETER
 CH0183'CONCRETE MONUMENT 6 FEET NORTH OF BDRY. FENCELINE.
 CH0183'
 CH0183'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED
 CH0183'BDRY. MON. 167 ECC RM 2 1977 AND IS SET IN A 10 INCH DIAMETER
 CH0183'CONCRETE MONUMENT 6 FEET NORTH OF BDRY. FENCELINE.
 CH0183'
 CH0183'TO REACH FROM THE PORT OF ENTRY AT LUKEVILLE, GO WEST ABOUT 600
 CH0183'FEET ON NORTH SIDE OF BDRY. FENCE TO THE STATION.
 CH0183'
 CH0183'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CH0183
 CH0183                          STATION RECOVERY (1999)
 CH0183
 CH0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 CH0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0179 ***********************************************************************
 CH0179  DESIGNATION -  BOUNDARY MON 168 ECC
 CH0179  PID         -  CH0179
 CH0179  STATE/COUNTY-  AZ/PIMA
 CH0179  USGS QUAD   -  LUKEVILLE (1988)
 CH0179
 CH0179                         *CURRENT SURVEY CONTROL
 CH0179  ___________________________________________________________________
 CH0179* NAD 83(1992)-  31 53 16.59830(N)    112 50 35.68427(W)     ADJUSTED  
 CH0179* NAVD 88     -       570.1    (meters)    1870.     (feet)  VERTCON   
 CH0179  ___________________________________________________________________
 CH0179  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CH0179  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 CH0179  HORZ ORDER  -  SECOND
 CH0179
 CH0179.The horizontal coordinates were established by classical geodetic methods
 CH0179.and adjusted by the National Geodetic Survey in August 1993.
 CH0179
 CH0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0179
 CH0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0179
 CH0179.The geoid height was determined by GEOID03.
 CH0179
 CH0179;                    North         East     Units Scale Factor Converg.
 CH0179;SPC AZ C     -    98,817.274   125,705.391   MT  0.99999473   -0 29 22.2
 CH0179;SPC AZ C     -   324,203.65    412,419.26   iFT  0.99999473   -0 29 22.2
 CH0179;UTM  12      - 3,529,496.871   325,670.798   MT  0.99997481   -0 58 26.2
 CH0179
 CH0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0179!SPC AZ C     -   0.99991557  x   0.99999473  =   0.99991030
 CH0179!UTM  12      -   0.99991557  x   0.99997481  =   0.99989038
 CH0179
 CH0179|---------------------------------------------------------------------|
 CH0179| PID    Reference Object                     Distance      Geod. Az  |
 CH0179|                                                           dddmmss.s |
 CH0179| CH4317 BOUNDARY MON 168 RM 1                18.427 METERS 02755     |
 CH0179| CH4413 BOUNDARY MON 168 RM                  16.220 METERS 03014     |
 CH0179| CH4314 BOUNDARY MON 167 MX US                             1094728.4 |
 CH0179| CH4318 BOUNDARY MON 168 RM 2                 6.443 METERS 13038     |
 CH0179| CH0180 BOUNDARY MON 168 MX US                5.031 METERS 18346     |
 CH0179|---------------------------------------------------------------------|
 CH0179
 CH0179                          SUPERSEDED SURVEY CONTROL
 CH0179
 CH0179  NAD 83(1986)-  31 53 16.58675(N)    112 50 35.68534(W) AD(       ) 2
 CH0179  NAD 27      -  31 53 16.36200(N)    112 50 33.10000(W) AD(       ) 2
 CH0179  NGVD 29 (06/20/88)  569.4    (m)         1868.     (f) VERT ANG    3  
 CH0179
 CH0179.Superseded values are not recommended for survey control.
 CH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0179.See file dsdata.txt to determine how the superseded data were derived.
 CH0179
 CH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA2567129497(NAD 83)
 CH0179_MARKER: DS = TRIANGULATION STATION DISK
 CH0179_SETTING: 66 = SET IN ROCK OUTCROP
 CH0179
 CH0179  HISTORY     - Date     Condition        Report By
 CH0179  HISTORY     - 1936     MONUMENTED       CGS
 CH0179  HISTORY     - 1962     GOOD             USGS
 CH0179
 CH0179                          STATION DESCRIPTION
 CH0179
 CH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0179'ABOUT 2 MILES NORTH OF SONOYTA, MEXICO, ABOUT 2 MILES WEST-NORTHWEST
 CH0179'OF SONOYTA CUSTOMHOUSE, ON THE CREST OF THE HIGHEST RIDGE OF THE
 CH0179'SONOYTA MOUNTAINS (BUT NOT ON THE HIGHEST POINT OF THE RIDGE)
 CH0179'AND 5.032 METERS (16.51 FEET) FROM BOUNDARY MONUMENT NO. 168
 CH0179'(I.B.W.C.) N 03 DEG 46 MIN E. MARKED BY A STANDARD
 CH0179'BRONZE DISK. BOUNDARY MONUMENT NO. 168
 CH0179'(I.B.W.C.) IS A CONCRETE PYRAMID ABOUT 12 FEET HIGH, POINTED AT
 CH0179'THE EXTREME TOP, AND ABOUT 4 FEET SQUARE AT THE BASE.
 CH0179'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CH0179'IS 18.427 METERS (60.46 FEET) FROM STATION N 27 DEG
 CH0179'55 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CH0179'BRONZE REFERENCE DISK, IS 6.445 METERS (21.14 FEET)
 CH0179'FROM STATION S 49 DEG 21 MIN E. BOUNDARY MONUMENT
 CH0179'NO. 167 (I.B.W.C.) WAS USED AS AN AZIMUTH MARK.  IT IS ABOUT
 CH0179'100 YARDS WEST OF THE AJO-SONOYTA HIGHWAY WHERE IT CROSSES THE
 CH0179'BOUNDARY AT THE CUSTOMHOUSE, AND ABOUT 2 MILES FROM
 CH0179'STATION S 70 DEG 12 MIN E.
 CH0179
 CH0179                          STATION RECOVERY (1962)
 CH0179
 CH0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CH0179'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0180 ***********************************************************************
 CH0180  DESIGNATION -  BOUNDARY MON 168 MX US
 CH0180  PID         -  CH0180
 CH0180  STATE/COUNTY-  AZ/PIMA
 CH0180  USGS QUAD   -  LUKEVILLE (1988)
 CH0180
 CH0180                         *CURRENT SURVEY CONTROL
 CH0180  ___________________________________________________________________
 CH0180* NAD 83(1992)-  31 53 16.43532(N)    112 50 35.69682(W)     ADJUSTED  
 CH0180* NAVD 88     -       570.     (meters)    1870.     (feet)  VERTCON   
 CH0180  ___________________________________________________________________
 CH0180  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CH0180  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 CH0180  HORZ ORDER  -  THIRD
 CH0180
 CH0180.The horizontal coordinates were established by classical geodetic methods
 CH0180.and adjusted by the National Geodetic Survey in August 1993.
 CH0180
 CH0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0180
 CH0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0180
 CH0180.The geoid height was determined by GEOID03.
 CH0180
 CH0180;                    North         East     Units Scale Factor Converg.
 CH0180;SPC AZ C     -    98,812.257   125,705.018   MT  0.99999473   -0 29 22.2
 CH0180;SPC AZ C     -   324,187.19    412,418.04   iFT  0.99999473   -0 29 22.2
 CH0180;UTM  12      - 3,529,491.857   325,670.382   MT  0.99997482   -0 58 26.3
 CH0180
 CH0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0180!SPC AZ C     -   0.99991563  x   0.99999473  =   0.99991036
 CH0180!UTM  12      -   0.99991563  x   0.99997482  =   0.99989046
 CH0180
 CH0180                          SUPERSEDED SURVEY CONTROL
 CH0180
 CH0180  NAD 83(1986)-  31 53 16.42376(N)    112 50 35.69789(W) AD(       ) 3
 CH0180  NAD 27      -  31 53 16.19900(N)    112 50 33.11300(W) AD(       ) 3
 CH0180  NGVD 29 (07/19/86)  569.     (m)         1867.     (f) VERT ANG    3  
 CH0180
 CH0180.Superseded values are not recommended for survey control.
 CH0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0180.See file dsdata.txt to determine how the superseded data were derived.
 CH0180
 CH0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA2567029492(NAD 83)
 CH0180
 CH0180  HISTORY     - Date     Condition        Report By
 CH0180  HISTORY     - 1920     MONUMENTED       IBC
 CH0180  HISTORY     - 1936     GOOD             IBWC
 CH0180
 CH0180                          STATION DESCRIPTION
 CH0180
 CH0180'DESCRIBED BY INT BDRY WTR COMM 1936
 CH0180'BOUNDARY MONUMENT NO. 168
 CH0180'(I.B.W.C.) IS A CONCRETE PYRAMID ABOUT 12 FEET HIGH, POINTED AT
 CH0180'THE EXTREME TOP, AND ABOUT 4 FEET SQUARE AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0140 ***********************************************************************
 CH0140  DESIGNATION -  BOUNDARY MON 172 MX US
 CH0140  PID         -  CH0140
 CH0140  STATE/COUNTY-  AZ/PIMA
 CH0140  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0140
 CH0140                         *CURRENT SURVEY CONTROL
 CH0140  ___________________________________________________________________
 CH0140* NAD 83(1992)-  31 56 25.43075(N)    113 00 57.71960(W)     ADJUSTED  
 CH0140* NAVD 88     -       341.8    (meters)    1121.     (feet)  VERTCON   
 CH0140  ___________________________________________________________________
 CH0140  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CH0140  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 CH0140  HORZ ORDER  -  THIRD
 CH0140
 CH0140.The horizontal coordinates were established by classical geodetic methods
 CH0140.and adjusted by the National Geodetic Survey in August 1993.
 CH0140
 CH0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0140
 CH0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0140
 CH0140.The geoid height was determined by GEOID03.
 CH0140
 CH0140;                    North         East     Units Scale Factor Converg.
 CH0140;SPC AZ C     -   104,786.171   109,417.821   MT  1.00003320   -0 34 54.0
 CH0140;SPC AZ C     -   343,786.65    358,982.35   iFT  1.00003320   -0 34 54.0
 CH0140;UTM  12      - 3,535,603.361   309,434.361   MT  1.00004788   -1 04 00.8
 CH0140
 CH0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0140!SPC AZ C     -   0.99995146  x   1.00003320  =   0.99998466
 CH0140!UTM  12      -   0.99995146  x   1.00004788  =   0.99999934
 CH0140
 CH0140:                Primary Azimuth Mark                     Grid Az
 CH0140:SPC AZ C     -  STA 1                                    290 36 38.8
 CH0140:UTM  12      -  STA 1                                    291 05 45.6
 CH0140
 CH0140|---------------------------------------------------------------------|
 CH0140| PID    Reference Object                     Distance      Geod. Az  |
 CH0140|                                                           dddmmss.s |
 CH0140| CH0144 STA 1                               APPROX. 3.5 KM 2900144.8 |
 CH0140|---------------------------------------------------------------------|
 CH0140
 CH0140                          SUPERSEDED SURVEY CONTROL
 CH0140
 CH0140  NAD 83(1986)-  31 56 25.41043(N)    113 00 57.71742(W) AD(       ) 3
 CH0140  NGVD 29 (06/20/88)  341.1    (m)         1119.     (f) VERT ANG    3  
 CH0140
 CH0140.Superseded values are not recommended for survey control.
 CH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0140.See file dsdata.txt to determine how the superseded data were derived.
 CH0140
 CH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA0943435603(NAD 83)
 CH0140
 CH0140  HISTORY     - Date     Condition        Report By
 CH0140  HISTORY     - UNK      MONUMENTED       IBC
 CH0140  HISTORY     - 1962     GOOD             USGS
 CH0140
 CH0140                          STATION DESCRIPTION
 CH0140
 CH0140'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0140'RECOVERED AS DESCRIBED BY IBC.
 CH0140'
 CH0140'LOCATED ABOUT 12.5 MI W. OF LUKEVILLE.  ALONG RD. THAT PARALLELS
 CH0140'US-MEXICO BORDER.
 CH0140'
 CH0140'TO REACH FROM LUKEVILLE, CROSS BORDER W. ALONG MEXICAN HWY. TO
 CH0140'POINT OPPOSITE BOUNDARY MONUMENT, ABOUT 300 N. OF HWY.
 CH0140'
 CH0140'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 CH0140'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK ABOUT 6.5 FT ABOVE
 CH0140'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0141 ***********************************************************************
 CH0141  DESIGNATION -  BOUNDARY MON 173 MX US
 CH0141  PID         -  CH0141
 CH0141  STATE/COUNTY-  AZ/PIMA
 CH0141  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0141
 CH0141                         *CURRENT SURVEY CONTROL
 CH0141  ___________________________________________________________________
 CH0141* NAD 83(1992)-  31 57 28.13111(N)    113 04 24.84237(W)     ADJUSTED  
 CH0141* NAVD 88     -       313.1    (meters)    1027.     (feet)  VERTCON   
 CH0141  ___________________________________________________________________
 CH0141  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CH0141  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 CH0141  HORZ ORDER  -  THIRD
 CH0141
 CH0141.The horizontal coordinates were established by classical geodetic methods
 CH0141.and adjusted by the National Geodetic Survey in August 1993.
 CH0141
 CH0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0141
 CH0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0141
 CH0141.The geoid height was determined by GEOID03.
 CH0141
 CH0141;                    North         East     Units Scale Factor Converg.
 CH0141;SPC AZ C     -   106,774.100   103,998.443   MT  1.00004745   -0 36 44.6
 CH0141;SPC AZ C     -   350,308.73    341,202.24   iFT  1.00004745   -0 36 44.6
 CH0141;UTM  12      - 3,537,637.167   304,031.906   MT  1.00007364   -1 05 52.4
 CH0141
 CH0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0141!SPC AZ C     -   0.99995598  x   1.00004745  =   1.00000343
 CH0141!UTM  12      -   0.99995598  x   1.00007364  =   1.00002961
 CH0141
 CH0141:                Primary Azimuth Mark                     Grid Az
 CH0141:SPC AZ C     -  BOUNDARY MON 174 MX US                   290 08 29.6
 CH0141:UTM  12      -  BOUNDARY MON 174 MX US                   290 37 37.4
 CH0141
 CH0141|---------------------------------------------------------------------|
 CH0141| PID    Reference Object                     Distance      Geod. Az  |
 CH0141|                                                           dddmmss.s |
 CH0141| CH0142 BOUNDARY MON 174 MX US              APPROX. 3.3 KM 2893145.0 |
 CH0141|---------------------------------------------------------------------|
 CH0141
 CH0141                          SUPERSEDED SURVEY CONTROL
 CH0141
 CH0141  NAD 83(1986)-  31 57 28.10984(N)    113 04 24.83910(W) AD(       ) 3
 CH0141  NGVD 29 (06/20/88)  312.4    (m)         1025.     (f) VERT ANG    3  
 CH0141
 CH0141.Superseded values are not recommended for survey control.
 CH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0141.See file dsdata.txt to determine how the superseded data were derived.
 CH0141
 CH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA0403237637(NAD 83)
 CH0141
 CH0141  HISTORY     - Date     Condition        Report By
 CH0141  HISTORY     - UNK      MONUMENTED       IBC
 CH0141  HISTORY     - 1962     GOOD             USGS
 CH0141
 CH0141                          STATION DESCRIPTION
 CH0141
 CH0141'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0141'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 CH0141'DESCRIPTION FOLLOWS.
 CH0141'
 CH0141'LOCATED 16.1 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 CH0141'BOUNDARY.
 CH0141'
 CH0141'NO TO REACH GIVEN.
 CH0141'
 CH0141'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 CH0141'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 CH0141'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0142 ***********************************************************************
 CH0142  DESIGNATION -  BOUNDARY MON 174 MX US
 CH0142  PID         -  CH0142
 CH0142  STATE/COUNTY-  AZ/PIMA
 CH0142  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0142
 CH0142                         *CURRENT SURVEY CONTROL
 CH0142  ___________________________________________________________________
 CH0142* NAD 83(1992)-  31 58 03.60087(N)    113 06 22.20147(W)     ADJUSTED  
 CH0142* NAVD 88     -       318.8    (meters)    1046.     (feet)  VERTCON   
 CH0142  ___________________________________________________________________
 CH0142  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CH0142  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 CH0142  HORZ ORDER  -  THIRD
 CH0142
 CH0142.The horizontal coordinates were established by classical geodetic methods
 CH0142.and adjusted by the National Geodetic Survey in August 1993.
 CH0142
 CH0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0142
 CH0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0142
 CH0142.The geoid height was determined by GEOID03.
 CH0142
 CH0142;                    North         East     Units Scale Factor Converg.
 CH0142;SPC AZ C     -   107,900.030   100,928.611   MT  1.00005585   -0 37 47.4
 CH0142;SPC AZ C     -   354,002.72    331,130.61   iFT  1.00005585   -0 37 47.4
 CH0142;UTM  12      - 3,538,789.105   300,971.636   MT  1.00008855   -1 06 55.6
 CH0142
 CH0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0142!SPC AZ C     -   0.99995509  x   1.00005585  =   1.00001094
 CH0142!UTM  12      -   0.99995509  x   1.00008855  =   1.00004364
 CH0142
 CH0142:                Primary Azimuth Mark                     Grid Az
 CH0142:SPC AZ C     -  STA 2                                    290 21 30.3
 CH0142:UTM  12      -  STA 2                                    290 50 38.5
 CH0142
 CH0142|---------------------------------------------------------------------|
 CH0142| PID    Reference Object                     Distance      Geod. Az  |
 CH0142|                                                           dddmmss.s |
 CH0142| CH0145 STA 2                               APPROX. 4.9 KM 2894342.9 |
 CH0142|---------------------------------------------------------------------|
 CH0142
 CH0142                          SUPERSEDED SURVEY CONTROL
 CH0142
 CH0142  NAD 83(1986)-  31 58 03.57911(N)    113 06 22.19761(W) AD(       ) 3
 CH0142  NGVD 29 (06/20/88)  318.1    (m)         1044.     (f) VERT ANG    3  
 CH0142
 CH0142.Superseded values are not recommended for survey control.
 CH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0142.See file dsdata.txt to determine how the superseded data were derived.
 CH0142
 CH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA0097238789(NAD 83)
 CH0142
 CH0142  HISTORY     - Date     Condition        Report By
 CH0142  HISTORY     - UNK      MONUMENTED       IBC
 CH0142  HISTORY     - 1962     GOOD             USGS
 CH0142
 CH0142                          STATION DESCRIPTION
 CH0142
 CH0142'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0142'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 CH0142'DESCRIPTION FOLLOWS.
 CH0142'
 CH0142'LOCATED 18.6 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 CH0142'BOUNDARY.
 CH0142'
 CH0142'NO TO REACH GIVEN.
 CH0142'
 CH0142'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 CH0142'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0143 ***********************************************************************
 CH0143  DESIGNATION -  BOUNDARY MON 176 MX US
 CH0143  PID         -  CH0143
 CH0143  STATE/COUNTY-  AZ/PIMA
 CH0143  USGS QUAD   -  WEST OF QUITOBAQUITO SPRINGS (1988)
 CH0143
 CH0143                         *CURRENT SURVEY CONTROL
 CH0143  ___________________________________________________________________
 CH0143* NAD 83(1992)-  31 59 45.46423(N)    113 11 52.04627(W)     ADJUSTED  
 CH0143* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 CH0143  ___________________________________________________________________
 CH0143  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CH0143  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 CH0143  HORZ ORDER  -  THIRD
 CH0143
 CH0143.The horizontal coordinates were established by classical geodetic methods
 CH0143.and adjusted by the National Geodetic Survey in August 1993.
 CH0143
 CH0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0143
 CH0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0143
 CH0143.The geoid height was determined by GEOID03.
 CH0143
 CH0143;                    North         East     Units Scale Factor Converg.
 CH0143;SPC AZ C     -   111,136.516    92,304.915   MT  1.00008067   -0 40 44.0
 CH0143;SPC AZ C     -   364,621.12    302,837.65   iFT  1.00008067   -0 40 44.0
 CH0143;UTM  12      - 3,542,098.736   292,375.334   MT  1.00013166   -1 09 53.8
 CH0143
 CH0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0143!SPC AZ C     -   0.99995271  x   1.00008067  =   1.00003338
 CH0143!UTM  12      -   0.99995271  x   1.00013166  =   1.00008437
 CH0143
 CH0143:                Primary Azimuth Mark                     Grid Az
 CH0143:SPC AZ C     -  BOUNDARY MON 177 MX US                   291 03 43.3
 CH0143:UTM  12      -  BOUNDARY MON 177 MX US                   291 32 53.1
 CH0143
 CH0143|---------------------------------------------------------------------|
 CH0143| PID    Reference Object                     Distance      Geod. Az  |
 CH0143|                                                           dddmmss.s |
 CH0143| DA1255 BOUNDARY MON 177 MX US              APPROX. 6.0 KM 2902259.3 |
 CH0143|---------------------------------------------------------------------|
 CH0143
 CH0143                          SUPERSEDED SURVEY CONTROL
 CH0143
 CH0143  NAD 83(1986)-  31 59 45.44048(N)    113 11 52.04046(W) AD(       ) 3
 CH0143  NGVD 29 (06/20/88)  333.3    (m)         1094.     (f) VERT ANG    3  
 CH0143
 CH0143.Superseded values are not recommended for survey control.
 CH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0143.See file dsdata.txt to determine how the superseded data were derived.
 CH0143
 CH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RTA9237542099(NAD 83)
 CH0143
 CH0143  HISTORY     - Date     Condition        Report By
 CH0143  HISTORY     - UNK      MONUMENTED       IBC
 CH0143  HISTORY     - 1962     GOOD             USGS
 CH0143
 CH0143                          STATION DESCRIPTION
 CH0143
 CH0143'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CH0143'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 CH0143'DESCRIPTION FOLLOWS.
 CH0143'
 CH0143'LOCATED 23.8 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 CH0143'BOUNDARY.
 CH0143'
 CH0143'NO TO REACH GIVEN.
 CH0143'
 CH0143'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 CH0143'SQUARE SLAB OF CONCRETE. POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 CH0143'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1255 ***********************************************************************
 DA1255  DESIGNATION -  BOUNDARY MON 177 MX US
 DA1255  PID         -  DA1255
 DA1255  STATE/COUNTY-  AZ/PIMA
 DA1255  USGS QUAD   -  O'NEILL HILLS (1990)
 DA1255
 DA1255                         *CURRENT SURVEY CONTROL
 DA1255  ___________________________________________________________________
 DA1255* NAD 83(1992)-  32 00 53.34710(N)    113 15 26.63213(W)     ADJUSTED  
 DA1255* NAVD 88     -       266.83   (+/-2cm)     875.4    (feet)  VERTCON   
 DA1255  ___________________________________________________________________
 DA1255  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DA1255  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DA1255  HORZ ORDER  -  THIRD
 DA1255  VERT ORDER  -  THIRD ? (See Below)
 DA1255
 DA1255.The horizontal coordinates were established by classical geodetic methods
 DA1255.and adjusted by the National Geodetic Survey in August 1993.
 DA1255
 DA1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1255.The vertical order pertains to the NGVD 29 superseded value.
 DA1255
 DA1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1255
 DA1255.The geoid height was determined by GEOID03.
 DA1255
 DA1255;                    North         East     Units Scale Factor Converg.
 DA1255;SPC AZ C     -   113,295.782    86,698.047   MT  1.00009779   -0 42 39.1
 DA1255;SPC AZ C     -   371,705.32    284,442.41   iFT  1.00009779   -0 42 39.1
 DA1255;UTM  12      - 3,544,305.626   286,786.672   MT  1.00016067   -1 11 49.9
 DA1255
 DA1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1255!SPC AZ C     -   0.99996327  x   1.00009779  =   1.00006106
 DA1255!UTM  12      -   0.99996327  x   1.00016067  =   1.00012394
 DA1255
 DA1255:                Primary Azimuth Mark                     Grid Az
 DA1255:SPC AZ C     -  BOUNDARY MON 178 MX US                   291 03 47.2
 DA1255:UTM  12      -  BOUNDARY MON 178 MX US                   291 32 58.0
 DA1255
 DA1255|---------------------------------------------------------------------|
 DA1255| PID    Reference Object                     Distance      Geod. Az  |
 DA1255|                                                           dddmmss.s |
 DA1255| DA1256 BOUNDARY MON 178 MX US              APPROX. 7.7 KM 2902108.1 |
 DA1255|---------------------------------------------------------------------|
 DA1255
 DA1255                          SUPERSEDED SURVEY CONTROL
 DA1255
 DA1255  NAD 83(1986)-  32 00 53.32093(N)    113 15 26.62415(W) AD(       ) 3
 DA1255  NGVD 29 (06/20/88)  266.14   (m)          873.2    (f) LEVELING    3  
 DA1255
 DA1255.Superseded values are not recommended for survey control.
 DA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1255.See file dsdata.txt to determine how the superseded data were derived.
 DA1255
 DA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8678744306(NAD 83)
 DA1255
 DA1255  HISTORY     - Date     Condition        Report By
 DA1255  HISTORY     - UNK      MONUMENTED       IBC
 DA1255  HISTORY     - 1962     GOOD             USGS
 DA1255
 DA1255                          STATION DESCRIPTION
 DA1255
 DA1255'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1255'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1255'DESCRIPTION FOLLOWS.
 DA1255'
 DA1255'LOCATED 27.1 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1255'BOUNDARY.
 DA1255'
 DA1255'NO TO REACH GIVEN.
 DA1255'
 DA1255'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLED TO 3-FT
 DA1255'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1255'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1256 ***********************************************************************
 DA1256  DESIGNATION -  BOUNDARY MON 178 MX US
 DA1256  PID         -  DA1256
 DA1256  STATE/COUNTY-  AZ/PIMA
 DA1256  USGS QUAD   -  O'NEILL HILLS (1990)
 DA1256
 DA1256                         *CURRENT SURVEY CONTROL
 DA1256  ___________________________________________________________________
 DA1256* NAD 83(1992)-  32 02 20.03783(N)    113 20 01.25542(W)     ADJUSTED  
 DA1256* NAVD 88     -       278.4    (meters)     913.     (feet)  VERTCON   
 DA1256  ___________________________________________________________________
 DA1256  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DA1256  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DA1256  HORZ ORDER  -  THIRD
 DA1256
 DA1256.The horizontal coordinates were established by classical geodetic methods
 DA1256.and adjusted by the National Geodetic Survey in August 1993.
 DA1256
 DA1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1256
 DA1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1256
 DA1256.The geoid height was determined by GEOID03.
 DA1256
 DA1256;                    North         East     Units Scale Factor Converg.
 DA1256;SPC AZ C     -   116,058.097    79,525.698   MT  1.00012083   -0 45 06.6
 DA1256;SPC AZ C     -   380,768.03    260,911.08   iFT  1.00012083   -0 45 06.6
 DA1256;SPC AZ W     -   115,259.658   252,680.103   MT  0.99995239   +0 13 15.1
 DA1256;SPC AZ W     -   378,148.48    829,002.96   iFT  0.99995239   +0 13 15.1
 DA1256;UTM  12      - 3,547,128.939   279,637.532   MT  1.00019890   -1 14 18.6
 DA1256
 DA1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1256!SPC AZ C     -   0.99996147  x   1.00012083  =   1.00008230
 DA1256!SPC AZ W     -   0.99996147  x   0.99995239  =   0.99991386
 DA1256!UTM  12      -   0.99996147  x   1.00019890  =   1.00016036
 DA1256
 DA1256:                Primary Azimuth Mark                     Grid Az
 DA1256:SPC AZ C     -  BOUNDARY MON 179 MX US                   291 03 49.8
 DA1256:SPC AZ W     -  BOUNDARY MON 179 MX US                   290 05 28.1
 DA1256:UTM  12      -  BOUNDARY MON 179 MX US                   291 33 01.8
 DA1256
 DA1256|---------------------------------------------------------------------|
 DA1256| PID    Reference Object                     Distance      Geod. Az  |
 DA1256|                                                           dddmmss.s |
 DA1256| DA1413 BOUNDARY MON 179 MX US              APPROX. 4.7 KM 2901843.2 |
 DA1256|---------------------------------------------------------------------|
 DA1256
 DA1256                          SUPERSEDED SURVEY CONTROL
 DA1256
 DA1256  NAD 83(1986)-  32 02 20.00793(N)    113 20 01.24451(W) AD(       ) 3
 DA1256  NGVD 29 (06/20/88)  277.7    (m)          911.     (f) VERT ANG    3  
 DA1256
 DA1256.Superseded values are not recommended for survey control.
 DA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1256.See file dsdata.txt to determine how the superseded data were derived.
 DA1256
 DA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA7963847129(NAD 83)
 DA1256
 DA1256  HISTORY     - Date     Condition        Report By
 DA1256  HISTORY     - UNK      MONUMENTED       IBC
 DA1256  HISTORY     - 1962     GOOD             USGS
 DA1256
 DA1256                          STATION DESCRIPTION
 DA1256
 DA1256'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1256'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1256'DESCRIPTION FOLLOWS.
 DA1256'
 DA1256'LOCATED 32.2 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1256'BOUNDARY.
 DA1256'
 DA1256'NO TO REACH GIVEN.
 DA1256'
 DA1256'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1256'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1256'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1413 ***********************************************************************
 DA1413  DESIGNATION -  BOUNDARY MON 179 MX US
 DA1413  PID         -  DA1413
 DA1413  STATE/COUNTY-  AZ/YUMA
 DA1413  USGS QUAD   -  LAS PLAYAS (1990)
 DA1413
 DA1413                         *CURRENT SURVEY CONTROL
 DA1413  ___________________________________________________________________
 DA1413* NAD 83(1992)-  32 03 12.90782(N)    113 22 49.06683(W)     ADJUSTED  
 DA1413* NAVD 88     -       256.51   (+/-2cm)     841.6    (feet)  VERTCON   
 DA1413  ___________________________________________________________________
 DA1413  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DA1413  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DA1413  HORZ ORDER  -  THIRD
 DA1413  VERT ORDER  -  THIRD ? (See Below)
 DA1413
 DA1413.The horizontal coordinates were established by classical geodetic methods
 DA1413.and adjusted by the National Geodetic Survey in August 1993.
 DA1413
 DA1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1413.The vertical order pertains to the NGVD 29 superseded value.
 DA1413
 DA1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1413
 DA1413.The geoid height was determined by GEOID03.
 DA1413
 DA1413;                    North         East     Units Scale Factor Converg.
 DA1413;SPC AZ W     -   116,872.051   248,271.907   MT  0.99994836   +0 11 46.3
 DA1413;SPC AZ W     -   383,438.49    814,540.38   iFT  0.99994836   +0 11 46.3
 DA1413;SPC AZ C     -   117,745.406    75,144.736   MT  1.00013552   -0 46 36.8
 DA1413;SPC AZ C     -   386,303.83    246,537.85   iFT  1.00013552   -0 46 36.8
 DA1413;UTM  12      - 3,548,853.550   275,270.702   MT  1.00022287   -1 15 49.6
 DA1413
 DA1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1413!SPC AZ W     -   0.99996491  x   0.99994836  =   0.99991328
 DA1413!SPC AZ C     -   0.99996491  x   1.00013552  =   1.00010043
 DA1413!UTM  12      -   0.99996491  x   1.00022287  =   1.00018778
 DA1413
 DA1413:                Primary Azimuth Mark                     Grid Az
 DA1413:SPC AZ W     -  BOUNDARY MON 180 MX US                   290 05 30.4
 DA1413:SPC AZ C     -  BOUNDARY MON 180 MX US                   291 03 53.5
 DA1413:UTM  12      -  BOUNDARY MON 180 MX US                   291 33 06.3
 DA1413
 DA1413|---------------------------------------------------------------------|
 DA1413| PID    Reference Object                     Distance      Geod. Az  |
 DA1413|                                                           dddmmss.s |
 DA1413| DA1257 BOUNDARY MON 180 MX US              APPROX. 5.7 KM 2901716.7 |
 DA1413|---------------------------------------------------------------------|
 DA1413
 DA1413                          SUPERSEDED SURVEY CONTROL
 DA1413
 DA1413  NAD 83(1986)-  32 03 12.87539(N)    113 22 49.05440(W) AD(       ) 3
 DA1413  NAD 27      -  32 03 12.67000(N)    113 22 46.40000(W) AD(       ) 3
 DA1413  NGVD 29 (07/19/86)  255.83   (m)          839.3    (f) LEVELING    3  
 DA1413
 DA1413.Superseded values are not recommended for survey control.
 DA1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1413.See file dsdata.txt to determine how the superseded data were derived.
 DA1413
 DA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA7527148854(NAD 83)
 DA1413_MARKER: 71 = BOUNDARY MONUMENT
 DA1413
 DA1413  HISTORY     - Date     Condition        Report By
 DA1413  HISTORY     - 1920     FIRST OBSERVED   IBC
 DA1413  HISTORY     - 1958     GOOD             AMS
 DA1413  HISTORY     - 1962     GOOD             USGS
 DA1413  HISTORY     - 1967     GOOD             USGS
 DA1413
 DA1413                          STATION DESCRIPTION
 DA1413
 DA1413'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1958
 DA1413'STATION RECOVERED IN GOOD CONDITION.
 DA1413'
 DA1413'TO REACH THE STATION FROM LUKEVILLE, ARIZONA GO N ON STATE
 DA1413'HIGHWAY 85 FOR ONE (1) MILE TO A TRAIL TO THE W (LEFT), TURN
 DA1413'LEFT (WEST) ON TRAIL AND GO FOR 15.1 MILES TO TRAIL FORK,
 DA1413'TURN LEFT AND GO FOR 0.9 MILES TO QUITVAQUITA SPRINGS.  FROM
 DA1413'THIS POINT A FOUR WHEEL DRIVE IS REQUIRED, CONTINUE TO THE
 DA1413'WEST FOLLOWING THE BOUNDARY LINE TRAIL FOR 6.8 MILES TO THE
 DA1413'BOUNDARY FENCE BETWEEN ORGAN PIPE CACTUS MONUMENT AND CABEZA
 DA1413'PRIETA GAME REFUGE.  FROM THIS POINT FOLLOW THE BOUNDARY
 DA1413'TRAIL FOR 19.8 MILES TO A SMALL RIDGE THAT RUNS NW-SE AND
 DA1413'STATION SITE.
 DA1413'
 DA1413'STATION IS LOCATED ON TOP OF RIDGE AND IS NOT ON THE HIGHEST
 DA1413'POINT OF RIDGE, 3.0 FEET S OF BOUNDARY FENCE.  5.0 FEET NW
 DA1413'OF LONE BUSH.  19.0 FEET NE OF LONE BUSH.  114.0 FEET ESE
 DA1413'OF SHARP ROCKY POINT IN FENCE LINE.
 DA1413
 DA1413                          STATION RECOVERY (1962)
 DA1413
 DA1413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1413'RECOVERED AS DESCRIBED BY IBC.  ALSO RECOVERED BY NGS IN 1920.
 DA1413'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1413'
 DA1413'LOCATED 35.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1413'BOUNDARY.
 DA1413'
 DA1413'NO TO REACH GIVEN.
 DA1413'
 DA1413'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1413'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1413'BASE.
 DA1413
 DA1413                          STATION RECOVERY (1967)
 DA1413
 DA1413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (KFB)
 DA1413'THE STATION WAS RECOVERED AS DESCRIBED AND A NEW DESCRIPTION
 DA1413'TO REACH FOLLOWS--
 DA1413'
 DA1413'TO REACH THE STATION FROM LOS VIDROIS IN OLD MEXICO, WHICH
 DA1413'IS 37.0 MILES WEST OF SONOITA, MEXICO, ON MEXICAN HIGHWAY
 DA1413'2, GO EAST ON THE HIGHWAY FOR 1.7 MILES.  TURN LEFT OFF THE
 DA1413'HIGHWAY AND GO NORTH, CROSS COUNTRY FOR ABOUT 2.5 MILES TO
 DA1413'THE STATION NEAR THE TOP OF A LOW ROCKY KNOLL.  PACKING TIME
 DA1413'IS ABOUT 5 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1257 ***********************************************************************
 DA1257  DESIGNATION -  BOUNDARY MON 180 MX US
 DA1257  PID         -  DA1257
 DA1257  STATE/COUNTY-  AZ/YUMA
 DA1257  USGS QUAD   -  LAS PLAYAS (1990)
 DA1257
 DA1257                         *CURRENT SURVEY CONTROL
 DA1257  ___________________________________________________________________
 DA1257* NAD 83(1992)-  32 04 17.04923(N)    113 26 12.98257(W)     ADJUSTED  
 DA1257* NAVD 88     -       216.05   (+/-2cm)     708.8    (feet)  VERTCON   
 DA1257  ___________________________________________________________________
 DA1257  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DA1257  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DA1257  HORZ ORDER  -  THIRD
 DA1257  VERT ORDER  -  THIRD ? (See Below)
 DA1257
 DA1257.The horizontal coordinates were established by classical geodetic methods
 DA1257.and adjusted by the National Geodetic Survey in August 1993.
 DA1257
 DA1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1257.The vertical order pertains to the NGVD 29 superseded value.
 DA1257
 DA1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1257
 DA1257.The geoid height was determined by GEOID03.
 DA1257
 DA1257;                    North         East     Units Scale Factor Converg.
 DA1257;SPC AZ W     -   118,830.714   242,917.207   MT  0.99994410   +0 09 58.4
 DA1257;SPC AZ W     -   389,864.55    796,972.46   iFT  0.99994410   +0 09 58.4
 DA1257;UTM  12      - 3,550,948.655   269,966.112   MT  1.00025262   -1 17 40.3
 DA1257
 DA1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1257!SPC AZ W     -   0.99997128  x   0.99994410  =   0.99991538
 DA1257!UTM  12      -   0.99997128  x   1.00025262  =   1.00022389
 DA1257
 DA1257:                Primary Azimuth Mark                     Grid Az
 DA1257:SPC AZ W     -  BOUNDARY MON 181 MX US                   290 05 20.0
 DA1257:UTM  12      -  BOUNDARY MON 181 MX US                   291 32 58.7
 DA1257
 DA1257|---------------------------------------------------------------------|
 DA1257| PID    Reference Object                     Distance      Geod. Az  |
 DA1257|                                                           dddmmss.s |
 DA1257| DA1258 BOUNDARY MON 181 MX US              APPROX. 7.7 KM 2901518.4 |
 DA1257|---------------------------------------------------------------------|
 DA1257
 DA1257                          SUPERSEDED SURVEY CONTROL
 DA1257
 DA1257  NAD 83(1986)-  32 04 17.01678(N)    113 26 12.98062(W) AD(       ) 3
 DA1257  NGVD 29 (06/20/88)  215.37   (m)          706.6    (f) LEVELING    3  
 DA1257
 DA1257.Superseded values are not recommended for survey control.
 DA1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1257.See file dsdata.txt to determine how the superseded data were derived.
 DA1257
 DA1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6996650949(NAD 83)
 DA1257
 DA1257  HISTORY     - Date     Condition        Report By
 DA1257  HISTORY     - UNK      MONUMENTED       IBC
 DA1257  HISTORY     - 1962     GOOD             USGS
 DA1257
 DA1257                          STATION DESCRIPTION
 DA1257
 DA1257'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1257'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1257'DESCRIPTION FOLLOWS.
 DA1257'
 DA1257'LOCATED 39.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1257'BOUNDARY.
 DA1257'
 DA1257'NO TO REACH GIVEN.
 DA1257'
 DA1257'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1257'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1257'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1258 ***********************************************************************
 DA1258  DESIGNATION -  BOUNDARY MON 181 MX US
 DA1258  PID         -  DA1258
 DA1258  STATE/COUNTY-  AZ/YUMA
 DA1258  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1258
 DA1258                         *CURRENT SURVEY CONTROL
 DA1258  ___________________________________________________________________
 DA1258* NAD 83(1992)-  32 05 43.61756(N)    113 30 48.82596(W)     ADJUSTED  
 DA1258* NAVD 88     -       249.4    (meters)     818.     (feet)  VERTCON   
 DA1258  ___________________________________________________________________
 DA1258  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DA1258  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DA1258  HORZ ORDER  -  THIRD
 DA1258
 DA1258.The horizontal coordinates were established by classical geodetic methods
 DA1258.and adjusted by the National Geodetic Survey in August 1993.
 DA1258
 DA1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1258
 DA1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1258
 DA1258.The geoid height was determined by GEOID03.
 DA1258
 DA1258;                    North         East     Units Scale Factor Converg.
 DA1258;SPC AZ W     -   121,478.630   235,677.061   MT  0.99993947   +0 07 32.3
 DA1258;SPC AZ W     -   398,551.94    773,218.70   iFT  0.99993947   +0 07 32.3
 DA1258;UTM  12      - 3,553,781.281   262,793.469   MT  1.00029396   -1 20 10.2
 DA1258
 DA1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1258!SPC AZ W     -   0.99996606  x   0.99993947  =   0.99990553
 DA1258!UTM  12      -   0.99996606  x   1.00029396  =   1.00026001
 DA1258
 DA1258:                Primary Azimuth Mark                     Grid Az
 DA1258:SPC AZ W     -  BOUNDARY MON 182 MX US                   290 05 28.6
 DA1258:UTM  12      -  BOUNDARY MON 182 MX US                   291 33 11.1
 DA1258
 DA1258|---------------------------------------------------------------------|
 DA1258| PID    Reference Object                     Distance      Geod. Az  |
 DA1258|                                                           dddmmss.s |
 DA1258| DA1259 BOUNDARY MON 182 MX US              APPROX. 7.3 KM 2901300.9 |
 DA1258|---------------------------------------------------------------------|
 DA1258
 DA1258                          SUPERSEDED SURVEY CONTROL
 DA1258
 DA1258  NAD 83(1986)-  32 05 43.58133(N)    113 30 48.84117(W) AD(       ) 3
 DA1258  NGVD 29 (06/20/88)  248.7    (m)          816.     (f) VERT ANG    3  
 DA1258
 DA1258.Superseded values are not recommended for survey control.
 DA1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1258.See file dsdata.txt to determine how the superseded data were derived.
 DA1258
 DA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6279353781(NAD 83)
 DA1258
 DA1258  HISTORY     - Date     Condition        Report By
 DA1258  HISTORY     - UNK      MONUMENTED       IBC
 DA1258  HISTORY     - 1962     GOOD             USGS
 DA1258
 DA1258                          STATION DESCRIPTION
 DA1258
 DA1258'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1258'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1258'DESCRIPTION FOLLOWS.
 DA1258'
 DA1258'LOCATED 43.9 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1258'BOUNDARY.
 DA1258'
 DA1258'NO TO REACH GIVEN.
 DA1258'
 DA1258'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1258'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1258'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1259 ***********************************************************************
 DA1259  DESIGNATION -  BOUNDARY MON 182 MX US
 DA1259  PID         -  DA1259
 DA1259  STATE/COUNTY-  AZ/YUMA
 DA1259  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1259
 DA1259                         *CURRENT SURVEY CONTROL
 DA1259  ___________________________________________________________________
 DA1259* NAD 83(1992)-  32 07 05.44808(N)    113 35 10.16192(W)     ADJUSTED  
 DA1259* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 DA1259  ___________________________________________________________________
 DA1259  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DA1259  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA1259  HORZ ORDER  -  THIRD
 DA1259
 DA1259.The horizontal coordinates were established by classical geodetic methods
 DA1259.and adjusted by the National Geodetic Survey in August 1993.
 DA1259
 DA1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1259
 DA1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1259
 DA1259.The geoid height was determined by GEOID03.
 DA1259
 DA1259;                    North         East     Units Scale Factor Converg.
 DA1259;SPC AZ W     -   123,986.326   228,821.213   MT  0.99993628   +0 05 13.6
 DA1259;SPC AZ W     -   406,779.28    750,725.76   iFT  0.99993628   +0 05 13.6
 DA1259;UTM  12      - 3,556,464.123   256,001.293   MT  1.00033427   -1 22 32.4
 DA1259
 DA1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1259!SPC AZ W     -   0.99996073  x   0.99993628  =   0.99989701
 DA1259!UTM  12      -   0.99996073  x   1.00033427  =   1.00029499
 DA1259
 DA1259:                Primary Azimuth Mark                     Grid Az
 DA1259:SPC AZ W     -  C 347                                    290 19 13.7
 DA1259:UTM  12      -  C 347                                    291 46 59.7
 DA1259
 DA1259|---------------------------------------------------------------------|
 DA1259| PID    Reference Object                     Distance      Geod. Az  |
 DA1259|                                                           dddmmss.s |
 DA1259| DA1005 C 347                               APPROX. 3.7 KM 2902427.3 |
 DA1259|---------------------------------------------------------------------|
 DA1259
 DA1259                          SUPERSEDED SURVEY CONTROL
 DA1259
 DA1259  NAD 83(1986)-  32 07 05.40701(N)    113 35 10.19360(W) AD(       ) 3
 DA1259  NGVD 29 (06/20/88)  282.7    (m)          927.     (f) VERT ANG    3  
 DA1259
 DA1259.Superseded values are not recommended for survey control.
 DA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1259.See file dsdata.txt to determine how the superseded data were derived.
 DA1259
 DA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA5600156464(NAD 83)
 DA1259
 DA1259  HISTORY     - Date     Condition        Report By
 DA1259  HISTORY     - UNK      MONUMENTED       IBC
 DA1259  HISTORY     - 1962     GOOD             USGS
 DA1259
 DA1259                          STATION DESCRIPTION
 DA1259
 DA1259'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1259'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1259'DESCRIPTION FOLLOWS.
 DA1259'
 DA1259'LOCATED 48.3 MI WSW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1259'BOUNDARY.
 DA1259'
 DA1259'NO TO REACH GIVEN.
 DA1259'
 DA1259'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1259'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1259'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1260 ***********************************************************************
 DA1260  DESIGNATION -  BOUNDARY MON 183 MX US
 DA1260  PID         -  DA1260
 DA1260  STATE/COUNTY-  AZ/YUMA
 DA1260  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1260
 DA1260                         *CURRENT SURVEY CONTROL
 DA1260  ___________________________________________________________________
 DA1260* NAD 83(1992)-  32 08 33.92822(N)    113 39 53.40014(W)     ADJUSTED  
 DA1260* NAVD 88     -       343.9    (meters)    1128.     (feet)  VERTCON   
 DA1260  ___________________________________________________________________
 DA1260  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DA1260  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1260  HORZ ORDER  -  THIRD
 DA1260
 DA1260.The horizontal coordinates were established by classical geodetic methods
 DA1260.and adjusted by the National Geodetic Survey in August 1993.
 DA1260
 DA1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1260
 DA1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1260
 DA1260.The geoid height was determined by GEOID03.
 DA1260
 DA1260;                    North         East     Units Scale Factor Converg.
 DA1260;SPC AZ W     -   126,702.980   221,394.634   MT  0.99993413   +0 02 43.1
 DA1260;SPC AZ W     -   415,692.19    726,360.35   iFT  0.99993413   +0 02 43.1
 DA1260;UTM  12      - 3,559,370.765   248,643.409   MT  1.00037922   -1 25 06.7
 DA1260
 DA1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1260!SPC AZ W     -   0.99995123  x   0.99993413  =   0.99988537
 DA1260!UTM  12      -   0.99995123  x   1.00037922  =   1.00033044
 DA1260
 DA1260:                Primary Azimuth Mark                     Grid Az
 DA1260:SPC AZ W     -  BOUNDARY MON 184 MX US                   290 05 27.9
 DA1260:UTM  12      -  BOUNDARY MON 184 MX US                   291 33 17.7
 DA1260
 DA1260|---------------------------------------------------------------------|
 DA1260| PID    Reference Object                     Distance      Geod. Az  |
 DA1260|                                                           dddmmss.s |
 DA1260| DA1261 BOUNDARY MON 184 MX US              APPROX. 4.2 KM 2900811.0 |
 DA1260|---------------------------------------------------------------------|
 DA1260
 DA1260                          SUPERSEDED SURVEY CONTROL
 DA1260
 DA1260  NAD 83(1986)-  32 08 33.88502(N)    113 39 53.44778(W) AD(       ) 3
 DA1260  NGVD 29 (06/20/88)  343.2    (m)         1126.     (f) VERT ANG    3  
 DA1260
 DA1260.Superseded values are not recommended for survey control.
 DA1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1260.See file dsdata.txt to determine how the superseded data were derived.
 DA1260
 DA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4864359371(NAD 83)
 DA1260
 DA1260  HISTORY     - Date     Condition        Report By
 DA1260  HISTORY     - UNK      MONUMENTED       IBC
 DA1260  HISTORY     - 1962     GOOD             USGS
 DA1260
 DA1260                          STATION DESCRIPTION
 DA1260
 DA1260'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1260'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1260'DESCRIPTION FOLLOWS.
 DA1260'
 DA1260'LOCATED 53.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1260'BOUNDARY.
 DA1260'
 DA1260'NO TO REACH GIVEN.
 DA1260'
 DA1260'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1260'SQUARE ROCK AND CONCRETE SLAB.  POINT OF OBELISK 6.65 FT ABOVE
 DA1260'ROCK AND CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1261 ***********************************************************************
 DA1261  DESIGNATION -  BOUNDARY MON 184 MX US
 DA1261  PID         -  DA1261
 DA1261  STATE/COUNTY-  AZ/YUMA
 DA1261  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1261
 DA1261                         *CURRENT SURVEY CONTROL
 DA1261  ___________________________________________________________________
 DA1261* NAD 83(1992)-  32 09 20.95753(N)    113 42 24.25263(W)     ADJUSTED  
 DA1261* NAVD 88     -       591.5    (meters)    1941.     (feet)  VERTCON   
 DA1261  ___________________________________________________________________
 DA1261  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DA1261  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1261  HORZ ORDER  -  THIRD
 DA1261
 DA1261.The horizontal coordinates were established by classical geodetic methods
 DA1261.and adjusted by the National Geodetic Survey in August 1993.
 DA1261
 DA1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1261
 DA1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1261
 DA1261.The geoid height was determined by GEOID03.
 DA1261
 DA1261;                    North         East     Units Scale Factor Converg.
 DA1261;SPC AZ W     -   128,149.153   217,440.871   MT  0.99993354   +0 01 22.9
 DA1261;SPC AZ W     -   420,436.85    713,388.68   iFT  0.99993354   +0 01 22.9
 DA1261;UTM  12      - 3,560,918.194   244,726.096   MT  1.00040370   -1 26 28.9
 DA1261
 DA1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1261!SPC AZ W     -   0.99991236  x   0.99993354  =   0.99984591
 DA1261!UTM  12      -   0.99991236  x   1.00040370  =   1.00031603
 DA1261
 DA1261:                Primary Azimuth Mark                     Grid Az
 DA1261:SPC AZ W     -  BOUNDARY MON 185 MX US                   290 05 31.9
 DA1261:UTM  12      -  BOUNDARY MON 185 MX US                   291 33 23.7
 DA1261
 DA1261|---------------------------------------------------------------------|
 DA1261| PID    Reference Object                     Distance      Geod. Az  |
 DA1261|                                                           dddmmss.s |
 DA1261| DA1262 BOUNDARY MON 185 MX US              APPROX. 4.5 KM 2900654.8 |
 DA1261|---------------------------------------------------------------------|
 DA1261
 DA1261                          SUPERSEDED SURVEY CONTROL
 DA1261
 DA1261  NAD 83(1986)-  32 09 20.91655(N)    113 42 24.30726(W) AD(       ) 3
 DA1261  NGVD 29 (06/20/88)  590.8    (m)         1938.     (f) VERT ANG    3  
 DA1261
 DA1261.Superseded values are not recommended for survey control.
 DA1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1261.See file dsdata.txt to determine how the superseded data were derived.
 DA1261
 DA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4472660918(NAD 83)
 DA1261
 DA1261  HISTORY     - Date     Condition        Report By
 DA1261  HISTORY     - UNK      MONUMENTED       IBC
 DA1261  HISTORY     - 1962     GOOD             USGS
 DA1261
 DA1261                          STATION DESCRIPTION
 DA1261
 DA1261'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1261'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1261'DESCRIPTION FOLLOWS.
 DA1261'
 DA1261'LOCATED 55.7 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1261'BOUNDARY.
 DA1261'
 DA1261'NO TO REACH GIVEN.
 DA1261'
 DA1261'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1261'SQUARE ROCK AND CONCRETE SLAB.  POINT OF OBELISK 6.65 FT ABOVE
 DA1261'ROCK AND CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1262 ***********************************************************************
 DA1262  DESIGNATION -  BOUNDARY MON 185 MX US
 DA1262  PID         -  DA1262
 DA1262  STATE/COUNTY-  AZ/YUMA
 DA1262  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA1262
 DA1262                         *CURRENT SURVEY CONTROL
 DA1262  ___________________________________________________________________
 DA1262* NAD 83(1992)-  32 10 10.96082(N)    113 45 04.85832(W)     ADJUSTED  
 DA1262* NAVD 88     -       621.8    (meters)    2040.     (feet)  VERTCON   
 DA1262  ___________________________________________________________________
 DA1262  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DA1262  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DA1262  HORZ ORDER  -  THIRD
 DA1262
 DA1262.The horizontal coordinates were established by classical geodetic methods
 DA1262.and adjusted by the National Geodetic Survey in August 1993.
 DA1262
 DA1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1262
 DA1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1262
 DA1262.The geoid height was determined by GEOID03.
 DA1262
 DA1262;                    North         East     Units Scale Factor Converg.
 DA1262;SPC AZ W     -   129,688.466   213,232.722   MT  0.99993333   -0 00 02.6
 DA1262;SPC AZ W     -   425,487.09    699,582.42   iFT  0.99993333   -0 00 02.6
 DA1262;UTM  12      - 3,562,565.366   240,556.653   MT  1.00043017   -1 27 56.6
 DA1262
 DA1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1262!SPC AZ W     -   0.99990761  x   0.99993333  =   0.99984095
 DA1262!UTM  12      -   0.99990761  x   1.00043017  =   1.00033774
 DA1262
 DA1262:                Primary Azimuth Mark                     Grid Az
 DA1262:SPC AZ W     -  BOUNDARY MON 186 MX US                   290 05 18.4
 DA1262:UTM  12      -  BOUNDARY MON 186 MX US                   291 33 12.4
 DA1262
 DA1262|---------------------------------------------------------------------|
 DA1262| PID    Reference Object                     Distance      Geod. Az  |
 DA1262|                                                           dddmmss.s |
 DA1262| DA1263 BOUNDARY MON 186 MX US              APPROX. 4.5 KM 2900515.8 |
 DA1262|---------------------------------------------------------------------|
 DA1262
 DA1262                          SUPERSEDED SURVEY CONTROL
 DA1262
 DA1262  NAD 83(1986)-  32 10 10.92126(N)    113 45 04.91107(W) AD(       ) 3
 DA1262  NGVD 29 (06/20/88)  621.1    (m)         2038.     (f) VERT ANG    3  
 DA1262
 DA1262.Superseded values are not recommended for survey control.
 DA1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1262.See file dsdata.txt to determine how the superseded data were derived.
 DA1262
 DA1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4055762565(NAD 83)
 DA1262
 DA1262  HISTORY     - Date     Condition        Report By
 DA1262  HISTORY     - UNK      MONUMENTED       IBC
 DA1262  HISTORY     - 1962     GOOD             USGS
 DA1262
 DA1262                          STATION DESCRIPTION
 DA1262
 DA1262'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1262'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1262'DESCRIPTION FOLLOWS.
 DA1262'
 DA1262'LOCATED 58.8 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1262'BOUNDARY.
 DA1262'
 DA1262'NO TO REACH GIVEN.
 DA1262'
 DA1262'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO ROCK
 DA1262'AND CONCRETE BASE.  POINT OF OBELISK 6.65 FT ABOVE ROCK AND
 DA1262'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1263 ***********************************************************************
 DA1263  DESIGNATION -  BOUNDARY MON 186 MX US
 DA1263  PID         -  DA1263
 DA1263  STATE/COUNTY-  AZ/YUMA
 DA1263  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA1263
 DA1263                         *CURRENT SURVEY CONTROL
 DA1263  ___________________________________________________________________
 DA1263* NAD 83(1992)-  32 11 01.29027(N)    113 47 46.77814(W)     ADJUSTED  
 DA1263* NAVD 88     -       625.2    (meters)    2051.     (feet)  VERTCON   
 DA1263  ___________________________________________________________________
 DA1263  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DA1263  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DA1263  HORZ ORDER  -  THIRD
 DA1263
 DA1263.The horizontal coordinates were established by classical geodetic methods
 DA1263.and adjusted by the National Geodetic Survey in August 1993.
 DA1263
 DA1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1263
 DA1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1263
 DA1263.The geoid height was determined by GEOID03.
 DA1263
 DA1263;                    North         East     Units Scale Factor Converg.
 DA1263;SPC AZ W     -   131,239.588   208,991.433   MT  0.99993357   -0 01 28.8
 DA1263;SPC AZ W     -   430,576.08    685,667.43   iFT  0.99993357   -0 01 28.8
 DA1263;UTM  12      - 3,564,225.284   236,354.272   MT  1.00045728   -1 29 25.0
 DA1263
 DA1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1263!SPC AZ W     -   0.99990709  x   0.99993357  =   0.99984066
 DA1263!UTM  12      -   0.99990709  x   1.00045728  =   1.00036432
 DA1263
 DA1263:                Primary Azimuth Mark                     Grid Az
 DA1263:SPC AZ W     -  BOUNDARY MON 187 MX US                   290 05 26.9
 DA1263:UTM  12      -  BOUNDARY MON 187 MX US                   291 33 23.1
 DA1263
 DA1263|---------------------------------------------------------------------|
 DA1263| PID    Reference Object                     Distance      Geod. Az  |
 DA1263|                                                           dddmmss.s |
 DA1263| DA1264 BOUNDARY MON 187 MX US              APPROX. 4.0 KM 2900358.1 |
 DA1263|---------------------------------------------------------------------|
 DA1263
 DA1263                          SUPERSEDED SURVEY CONTROL
 DA1263
 DA1263  NAD 83(1986)-  32 11 01.25825(N)    113 47 46.82641(W) AD(       ) 3
 DA1263  NGVD 29 (06/20/88)  624.5    (m)         2049.     (f) VERT ANG    3  
 DA1263
 DA1263.Superseded values are not recommended for survey control.
 DA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1263.See file dsdata.txt to determine how the superseded data were derived.
 DA1263
 DA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3635464225(NAD 83)
 DA1263
 DA1263  HISTORY     - Date     Condition        Report By
 DA1263  HISTORY     - UNK      MONUMENTED       IBC
 DA1263  HISTORY     - 1962     GOOD             USGS
 DA1263
 DA1263                          STATION DESCRIPTION
 DA1263
 DA1263'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1263'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1263'DESCRIPTION FOLLOWS.
 DA1263'
 DA1263'LOCATED 61.8 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1263'BOUNDARY.
 DA1263'
 DA1263'NO TO REACH GIVEN.
 DA1263'
 DA1263'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO
 DA1263'CONCRETE AND BEDROCK.  POINT OF OBELISK 6.65 FT ABOVE ROCK AND
 DA1263'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1264 ***********************************************************************
 DA1264  DESIGNATION -  BOUNDARY MON 187 MX US
 DA1264  PID         -  DA1264
 DA1264  STATE/COUNTY-  AZ/YUMA
 DA1264  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA1264
 DA1264                         *CURRENT SURVEY CONTROL
 DA1264  ___________________________________________________________________
 DA1264* NAD 83(1992)-  32 11 45.87101(N)    113 50 10.38152(W)     ADJUSTED  
 DA1264* NAVD 88     -       485.5    (meters)    1593.     (feet)  VERTCON   
 DA1264  ___________________________________________________________________
 DA1264  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DA1264  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DA1264  HORZ ORDER  -  THIRD
 DA1264
 DA1264.The horizontal coordinates were established by classical geodetic methods
 DA1264.and adjusted by the National Geodetic Survey in August 1993.
 DA1264
 DA1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1264
 DA1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1264
 DA1264.The geoid height was determined by GEOID03.
 DA1264
 DA1264;                    North         East     Units Scale Factor Converg.
 DA1264;SPC AZ W     -   132,615.027   205,231.002   MT  0.99993415   -0 02 45.4
 DA1264;SPC AZ W     -   435,088.67    673,330.06   iFT  0.99993415   -0 02 45.4
 DA1264;UTM  12      - 3,565,697.258   232,628.263   MT  1.00048169   -1 30 43.5
 DA1264
 DA1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1264!SPC AZ W     -   0.99992903  x   0.99993415  =   0.99986318
 DA1264!UTM  12      -   0.99992903  x   1.00048169  =   1.00041068
 DA1264
 DA1264:                Primary Azimuth Mark                     Grid Az
 DA1264:SPC AZ W     -  BOUNDARY MON 186 MX US                   110 05 27.0
 DA1264:UTM  12      -  BOUNDARY MON 186 MX US                   111 33 25.1
 DA1264
 DA1264|---------------------------------------------------------------------|
 DA1264| PID    Reference Object                     Distance      Geod. Az  |
 DA1264|                                                           dddmmss.s |
 DA1264| DA1263 BOUNDARY MON 186 MX US              APPROX. 4.0 KM 1100241.6 |
 DA1264|---------------------------------------------------------------------|
 DA1264
 DA1264                          SUPERSEDED SURVEY CONTROL
 DA1264
 DA1264  NAD 83(1986)-  32 11 45.84805(N)    113 50 10.42464(W) AD(       ) 3
 DA1264  NGVD 29 (06/20/88)  484.8    (m)         1591.     (f) VERT ANG    3  
 DA1264
 DA1264.Superseded values are not recommended for survey control.
 DA1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1264.See file dsdata.txt to determine how the superseded data were derived.
 DA1264
 DA1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3262865697(NAD 83)
 DA1264
 DA1264  HISTORY     - Date     Condition        Report By
 DA1264  HISTORY     - UNK      MONUMENTED       IBC
 DA1264  HISTORY     - 1962     GOOD             USGS
 DA1264
 DA1264                          STATION DESCRIPTION
 DA1264
 DA1264'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1264'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1264'DESCRIPTION FOLLOWS.
 DA1264'
 DA1264'LOCATED 64.33 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1264'BOUNDARY.
 DA1264'
 DA1264'NO TO REACH GIVEN.
 DA1264'
 DA1264'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1264'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1264'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1265 ***********************************************************************
 DA1265  DESIGNATION -  BOUNDARY MON 188 MX US
 DA1265  PID         -  DA1265
 DA1265  STATE/COUNTY-  AZ/YUMA
 DA1265  USGS QUAD   -  SIERRA DE LA LECHUGUILLA (1990)
 DA1265
 DA1265                         *CURRENT SURVEY CONTROL
 DA1265  ___________________________________________________________________
 DA1265* NAD 83(1992)-  32 13 12.96784(N)    113 54 51.47628(W)     ADJUSTED  
 DA1265* NAVD 88     -       319.8    (meters)    1049.     (feet)  VERTCON   
 DA1265  ___________________________________________________________________
 DA1265  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DA1265  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DA1265  HORZ ORDER  -  THIRD
 DA1265
 DA1265.The horizontal coordinates were established by classical geodetic methods
 DA1265.and adjusted by the National Geodetic Survey in August 1993.
 DA1265
 DA1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1265
 DA1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1265
 DA1265.The geoid height was determined by GEOID03.
 DA1265
 DA1265;                    North         East     Units Scale Factor Converg.
 DA1265;SPC AZ W     -   135,306.264   197,873.128   MT  0.99993629   -0 05 15.4
 DA1265;SPC AZ W     -   443,918.19    649,190.05   iFT  0.99993629   -0 05 15.4
 DA1265;UTM  12      - 3,568,577.586   225,337.523   MT  1.00053043   -1 33 17.3
 DA1265
 DA1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1265!SPC AZ W     -   0.99995505  x   0.99993629  =   0.99989135
 DA1265!UTM  12      -   0.99995505  x   1.00053043  =   1.00048546
 DA1265
 DA1265:                Primary Azimuth Mark                     Grid Az
 DA1265:SPC AZ W     -  BOUNDARY MON 189 RM                      290 09 29.2
 DA1265:UTM  12      -  BOUNDARY MON 189 RM                      291 37 31.1
 DA1265
 DA1265|---------------------------------------------------------------------|
 DA1265| PID    Reference Object                     Distance      Geod. Az  |
 DA1265|                                                           dddmmss.s |
 DA1265| DA1418 BOUNDARY MON 189 RM                 APPROX. 6.3 KM 2900413.8 |
 DA1265|---------------------------------------------------------------------|
 DA1265
 DA1265                          SUPERSEDED SURVEY CONTROL
 DA1265
 DA1265  NAD 83(1986)-  32 13 12.96268(N)    113 54 51.50947(W) AD(       ) 3
 DA1265  NGVD 29 (06/20/88)  319.1    (m)         1047.     (f) VERT ANG    3  
 DA1265
 DA1265.Superseded values are not recommended for survey control.
 DA1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1265.See file dsdata.txt to determine how the superseded data were derived.
 DA1265
 DA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA2533868578(NAD 83)
 DA1265
 DA1265  HISTORY     - Date     Condition        Report By
 DA1265  HISTORY     - UNK      MONUMENTED       IBC
 DA1265  HISTORY     - 1962     GOOD             USGS
 DA1265
 DA1265                          STATION DESCRIPTION
 DA1265
 DA1265'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1265'RECOVERED AS DESCRIBED BY IBC.  FIELD WORK DONE BY AMS.  THEIR
 DA1265'DESCRIPTION FOLLOWS.
 DA1265'
 DA1265'LOCATED 69.3 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1265'BOUNDARY.
 DA1265'
 DA1265'NO TO REACH GIVEN.
 DA1265'
 DA1265'STATION MARK--IBC ALUMINUM PAINTED IRON OBELISK BOLTED TO 3-FT
 DA1265'SQUARE SLAB OF CONCRETE.  POINT OF OBELISK 6.65 FT ABOVE CONCRETE
 DA1265'BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1417 ***********************************************************************
 DA1417  DESIGNATION -  BOUNDARY MON 189 MX US
 DA1417  PID         -  DA1417
 DA1417  STATE/COUNTY-  AZ/YUMA
 DA1417  USGS QUAD   -  SIERRA DE LA LECHUGUILLA (1990)
 DA1417
 DA1417                         *CURRENT SURVEY CONTROL
 DA1417  ___________________________________________________________________
 DA1417* NAD 83(1992)-  32 14 22.49369(N)    113 58 36.38753(W)     ADJUSTED  
 DA1417* NAVD 88     -       556.7    (meters)    1826.     (feet)  VERTCON   
 DA1417  ___________________________________________________________________
 DA1417  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DA1417  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DA1417  HORZ ORDER  -  SECOND
 DA1417
 DA1417.The horizontal coordinates were established by classical geodetic methods
 DA1417.and adjusted by the National Geodetic Survey in August 1993.
 DA1417
 DA1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1417
 DA1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1417
 DA1417.The geoid height was determined by GEOID03.
 DA1417
 DA1417;                    North         East     Units Scale Factor Converg.
 DA1417;SPC AZ W     -   137,458.450   191,988.691   MT  0.99993896   -0 07 15.5
 DA1417;SPC AZ W     -   450,979.17    629,884.16   iFT  0.99993896   -0 07 15.5
 DA1417;UTM  12      - 3,570,881.189   219,506.568   MT  1.00057035   -1 35 20.5
 DA1417;UTM  11      - 3,571,003.609   784,872.169   MT  1.00060089   +1 36 49.9
 DA1417
 DA1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1417!SPC AZ W     -   0.99991787  x   0.99993896  =   0.99985683
 DA1417!UTM  12      -   0.99991787  x   1.00057035  =   1.00048817
 DA1417!UTM  11      -   0.99991787  x   1.00060089  =   1.00051871
 DA1417
 DA1417                          SUPERSEDED SURVEY CONTROL
 DA1417
 DA1417  NAD 83(1986)-  32 14 22.49526(N)    113 58 36.41671(W) AD(       ) 2
 DA1417  NAD 27      -  32 14 22.26300(N)    113 58 33.64200(W) AD(       ) 2
 DA1417  NGVD 29 (07/19/86)  556.0    (m)         1824.     (f) VERT ANG    3  
 DA1417
 DA1417.Superseded values are not recommended for survey control.
 DA1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1417.See file dsdata.txt to determine how the superseded data were derived.
 DA1417
 DA1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA1950770881(NAD 83)
 DA1417
 DA1417  HISTORY     - Date     Condition        Report By
 DA1417  HISTORY     - 1920     MONUMENTED       IBC
 DA1417  HISTORY     - 1957     GOOD             AMS
 DA1417  HISTORY     - 1967     GOOD             CGS
 DA1417
 DA1417                          STATION DESCRIPTION
 DA1417
 DA1417'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1957
 DA1417'STATION RECOVERED IN GOOD CONDITION.
 DA1417'
 DA1417'THE STATION IS A STEEL 10X10 FEET BY 6.5 FEET STEEL SQUARE
 DA1417'MONUMENT SET IN CONCRETE BASE.  38.0 FEET NNE OF A SMALL
 DA1417'SADDLE.  28.0 FEET S OF THE HIGHEST POINT OF HILL AND REFERENCE
 DA1417'MARK 2.  27.0 FEET NE OF A SMALL LONE BUSH.  23.0 FEET NNE
 DA1417'OF A LARGE SHARP BOULDER.  9.0 W OF SHEAR DROP TO THE EAST.
 DA1417
 DA1417                          STATION RECOVERY (1967)
 DA1417
 DA1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1417'THE STATION WAS RECOVERED AS DESCRIBED AND A DESCRIPTION TO REACH
 DA1417'FOLLOWS.
 DA1417'
 DA1417'TO REACH THE STATION FROM SONOITA, MEXICO, GO WEST ON MEXICAN
 DA1417'HIGHWAY 2 FOR 37.0 MILES TO LOS VIDRIOS.  CONTINUE WEST ON
 DA1417'THE HIGHWAY FOR 37.4 MILES TO A DOUBLE BRIDGE.  CONTINUE
 DA1417'EAST ON THE HIGHWAY FOR 2.0 MILES TO A SIDE ROAD RIGHT JUST
 DA1417'BEFORE REACHING A RIGHT ANGLE BEND IN THE HIGHWAY AND JUST
 DA1417'AFTER PASSING OVER A CULVERT.  TURN RIGHT ONTO THE DIRT
 DA1417'ROAD AND GO EASTERLY FOR 0.3 MILE.  TAKE THE LEFT FORK AND
 DA1417'GO NORTHERLY FOR 0.4 MILE TO A REVERSE Y FORK.  CONTINUE
 DA1417'NORTHERLY FOR 0.6 MILE.  TAKE THE LEFT FORK NORTHWESTERLY FOR 0.3
 DA1417'MILE.  TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.7 MILE.
 DA1417'TAKE THE RIGHT FORK AND GO NORTHEAST FOR 0.3 MILE TO A
 DA1417'FORK AT THE BASE OF THE FOOT HILLS.  TAKE THE RIGHT FORK AND
 DA1417'GO NORTHEAST FOR 0.1 MILE.  TAKE THE RIGHT FORK AND GO
 DA1417'NORTHEAST FOR 0.2 MILE.  TAKE THE LEFT FORK AND GO EASTERLY
 DA1417'FOR 0.15 MILE TO A THREE WAY FORK.
 DA1417'
 DA1417'TAKE THE MIDDLE FORK AND GO NORTHERLY, WINDING ALONG A TRACK
 DA1417'ROAD FOR 1.8 MILES TO THE BASE OF A MOUNTAIN AND THE END
 DA1417'OF TRUCK TRAVEL AT A RAVINE.  NOTE--THE ROAD CONTINUES ON
 DA1417'PAST THIS POINT.  PACK EASTERLY UP THE LEFT ONE OF TWO DRAWS
 DA1417'TO THE HIGHEST POINT AND THE STATION.
 DA1417'
 DA1417'PACKING TIME IS ABOUT 1 HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1418 ***********************************************************************
 DA1418  DESIGNATION -  BOUNDARY MON 189 RM
 DA1418  PID         -  DA1418
 DA1418  STATE/COUNTY-  AZ/YUMA
 DA1418  USGS QUAD   -  SIERRA DE LA LECHUGUILLA (1990)
 DA1418
 DA1418                         *CURRENT SURVEY CONTROL
 DA1418  ___________________________________________________________________
 DA1418* NAD 83(1992)-  32 14 22.76793(N)    113 58 36.43665(W)     ADJUSTED  
 DA1418* NAVD 88     -       557.0    (meters)    1827.     (feet)  VERTCON   
 DA1418  ___________________________________________________________________
 DA1418  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DA1418  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DA1418  HORZ ORDER  -  THIRD
 DA1418
 DA1418.The horizontal coordinates were established by classical geodetic methods
 DA1418.and adjusted by the National Geodetic Survey in August 1993.
 DA1418
 DA1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1418
 DA1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1418
 DA1418.The geoid height was determined by GEOID03.
 DA1418
 DA1418;                    North         East     Units Scale Factor Converg.
 DA1418;SPC AZ W     -   137,466.899   191,987.423   MT  0.99993896   -0 07 15.5
 DA1418;SPC AZ W     -   451,006.89    629,880.00   iFT  0.99993896   -0 07 15.5
 DA1418;UTM  12      - 3,570,889.674   219,505.516   MT  1.00057036   -1 35 20.5
 DA1418;UTM  11      - 3,571,012.022   784,870.645   MT  1.00060088   +1 36 49.9
 DA1418
 DA1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1418!SPC AZ W     -   0.99991782  x   0.99993896  =   0.99985679
 DA1418!UTM  12      -   0.99991782  x   1.00057036  =   1.00048814
 DA1418!UTM  11      -   0.99991782  x   1.00060088  =   1.00051865
 DA1418
 DA1418:                Primary Azimuth Mark                     Grid Az
 DA1418:SPC AZ W     -  BUCK                                     026 09 27.7
 DA1418:UTM  12      -  BUCK                                     027 37 32.7
 DA1418:UTM  11      -  BUCK                                     024 25 22.3
 DA1418
 DA1418|---------------------------------------------------------------------|
 DA1418| PID    Reference Object                     Distance      Geod. Az  |
 DA1418|                                                           dddmmss.s |
 DA1418| DA1419 BUCK                                APPROX.17.6 KM 0260212.2 |
 DA1418| DA1417 BOUNDARY MON 189 MX US                8.545 METERS 17121     |
 DA1418|---------------------------------------------------------------------|
 DA1418
 DA1418                          SUPERSEDED SURVEY CONTROL
 DA1418
 DA1418  NAD 83(1986)-  32 14 22.76951(N)    113 58 36.46582(W) AD(       ) 3
 DA1418  NAD 27      -  32 14 22.53700(N)    113 58 33.69100(W) AD(       ) 3
 DA1418  NGVD 29 (06/20/88)  556.3    (m)         1825.     (f) VERT ANG    3  
 DA1418
 DA1418.Superseded values are not recommended for survey control.
 DA1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1418.See file dsdata.txt to determine how the superseded data were derived.
 DA1418
 DA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA1950670890(NAD 83)
 DA1418_MARKER: DD = SURVEY DISK
 DA1418_SETTING: 66 = SET IN ROCK OUTCROP
 DA1418
 DA1418  HISTORY     - Date     Condition        Report By
 DA1418  HISTORY     - UNK      MONUMENTED       IBC
 DA1418  HISTORY     - 1962     GOOD             USGS
 DA1418  HISTORY     - 1964     GOOD             USGS
 DA1418
 DA1418                          STATION DESCRIPTION
 DA1418
 DA1418'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1418'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.  THEIR
 DA1418'DESCRIPTION FOLLOWS.
 DA1418'
 DA1418'LOCATED 72.7 MI WNW. OF LUKEVILLE.  ON US-MEXICO INTERNATIONAL
 DA1418'BOUNDARY.
 DA1418'
 DA1418'NO TO REACH GIVEN.
 DA1418'
 DA1418'STATION MARK--NGS BRONZE RM DISK STAMPED---BM 189---, CEMENTED IN
 DA1418'DRILL HOLE IN BEDROCK.  (BM STANDS FOR BOUNDARY MONUMENT NOT
 DA1418'BENCH MARK)
 DA1418
 DA1418                          STATION RECOVERY (1964)
 DA1418
 DA1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1418'RECOVERED AS DESCRIBED BY NGS AND AMS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1654 ***********************************************************************
 DB1654  DESIGNATION -  BOUNDARY MON 194 MX US
 DB1654  PID         -  DB1654
 DB1654  STATE/COUNTY-  AZ/YUMA
 DB1654  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB1654
 DB1654                         *CURRENT SURVEY CONTROL
 DB1654  ___________________________________________________________________
 DB1654* NAD 83(1992)-  32 18 15.28695(N)    114 11 12.72949(W)     ADJUSTED  
 DB1654* NAVD 88     -      2197.18   (+/-2cm)    7208.6    (feet)  VERTCON   
 DB1654  ___________________________________________________________________
 DB1654  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 DB1654  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DB1654  HORZ ORDER  -  THIRD
 DB1654  VERT ORDER  -  THIRD ? (See Below)
 DB1654
 DB1654.The horizontal coordinates were established by classical geodetic methods
 DB1654.and adjusted by the National Geodetic Survey in August 1993.
 DB1654
 DB1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1654.The vertical order pertains to the NGVD 29 superseded value.
 DB1654
 DB1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1654
 DB1654.The geoid height was determined by GEOID03.
 DB1654
 DB1654;                    North         East     Units Scale Factor Converg.
 DB1654;SPC AZ W     -   144,690.014   172,218.315   MT  0.99995420   -0 14 00.5
 DB1654;SPC AZ W     -   474,704.77    565,020.72   iFT  0.99995420   -0 14 00.5
 DB1654;UTM  11      - 3,577,636.715   764,880.040   MT  1.00046531   +1 30 15.3
 DB1654
 DB1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1654!SPC AZ W     -   0.99966046  x   0.99995420  =   0.99961467
 DB1654!UTM  11      -   0.99966046  x   1.00046531  =   1.00012561
 DB1654
 DB1654                          SUPERSEDED SURVEY CONTROL
 DB1654
 DB1654  NAD 83(1986)-  32 18 15.29505(N)    114 11 12.74462(W) AD(       ) 3
 DB1654  NGVD 29 (04/26/91) 2196.49   (m)         7206.3    (f) LEVELING    3  
 DB1654
 DB1654.Superseded values are not recommended for survey control.
 DB1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1654.See file dsdata.txt to determine how the superseded data were derived.
 DB1654
 DB1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR6488077637(NAD 83)
 DB1654_MARKER: 71 = BOUNDARY MONUMENT
 DB1654
 DB1654  HISTORY     - Date     Condition        Report By
 DB1654  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1654
 DB1654                          STATION DESCRIPTION
 DB1654
 DB1654'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1654'LOCATED 33.8 MI ESE. OF SAN LUIS, SONORA, MEXICO.  ABOUT 0.1 MI N.
 DB1654'OF MEXICO HWY. 2.  ON THE UNITED STATES AND MEXICO INTERNATIONAL
 DB1654'BOUNDARY.
 DB1654'
 DB1654'TO REACH NOT GIVEN.
 DB1654'
 DB1654'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1654'MONUMENT MARKED 194, 6.6 FT ABOVE BASE.
 DB1654'
 DB1654'RMS--NONE SET.
 DB1654'
 DB1654'NOTE--CHISELED SQUARE ON NORTHWEST CORNER OF CONCRETE BASE IS RM
 DB1654'FOR USGS BM 18 FMK 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1655 ***********************************************************************
 DB1655  DESIGNATION -  BOUNDARY MON 195 MX US
 DB1655  PID         -  DB1655
 DB1655  STATE/COUNTY-  AZ/YUMA
 DB1655  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB1655
 DB1655                         *CURRENT SURVEY CONTROL
 DB1655  ___________________________________________________________________
 DB1655* NAD 83(1992)-  32 18 49.75331(N)    114 13 05.12516(W)     ADJUSTED  
 DB1655* NAVD 88     -       205.77   (+/-2cm)     675.1    (feet)  VERTCON   
 DB1655  ___________________________________________________________________
 DB1655  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 DB1655  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DB1655  HORZ ORDER  -  THIRD
 DB1655  VERT ORDER  -  THIRD ? (See Below)
 DB1655
 DB1655.The horizontal coordinates were established by classical geodetic methods
 DB1655.and adjusted by the National Geodetic Survey in August 1993.
 DB1655
 DB1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1655.The vertical order pertains to the NGVD 29 superseded value.
 DB1655
 DB1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1655
 DB1655.The geoid height was determined by GEOID03.
 DB1655
 DB1655;                    North         East     Units Scale Factor Converg.
 DB1655;SPC AZ W     -   145,764.049   169,282.718   MT  0.99995728   -0 15 00.8
 DB1655;SPC AZ W     -   478,228.51    555,389.49   iFT  0.99995728   -0 15 00.8
 DB1655;UTM  11      - 3,578,621.717   761,911.737   MT  1.00044602   +1 29 16.6
 DB1655
 DB1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1655!SPC AZ W     -   0.99997303  x   0.99995728  =   0.99993031
 DB1655!UTM  11      -   0.99997303  x   1.00044602  =   1.00041904
 DB1655
 DB1655                          SUPERSEDED SURVEY CONTROL
 DB1655
 DB1655  NAD 83(1986)-  32 18 49.75996(N)    114 13 05.14015(W) AD(       ) 3
 DB1655  NGVD 29 (04/26/91)  205.08   (m)          672.8    (f) LEVELING    3  
 DB1655
 DB1655.Superseded values are not recommended for survey control.
 DB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1655.See file dsdata.txt to determine how the superseded data were derived.
 DB1655
 DB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR6191278622(NAD 83)
 DB1655_MARKER: 71 = BOUNDARY MONUMENT
 DB1655
 DB1655  HISTORY     - Date     Condition        Report By
 DB1655  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1655
 DB1655                          STATION DESCRIPTION
 DB1655
 DB1655'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1655'LOCATED ABOUT 32 MI SE. OF SAN LUIS.  ON BOUNDARY BETWEEN THE
 DB1655'UNITED STATES AND MEXICO.
 DB1655'
 DB1655'TO REACH FROM SAN LUIS, MEXICO, DRIVE 32 MI SE. ALONG BORDER HWY.
 DB1655'(FROM THIS POINT THE MONUMENT IS VISIBLE).  GO ABOUT 500 FT N. OF
 DB1655'HWY. TO STATION.  MAY BE DRIVEN TO WITH 4-WHEEL DRIVE.
 DB1655'
 DB1655'STATION MARK--CENTER OF POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1655'MONUMENT MARKED 195, 6.6 FT ABOVE BASE.
 DB1655'
 DB1655'RMS--NONE SET.
 DB1655'
 DB1655'NOTE--CHISELED SQUARE ON NORTHWEST CORNER OF CONCRETE BASE IS RM
 DB1655'FOR BM 20 FMK 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1656 ***********************************************************************
 DB1656  DESIGNATION -  BOUNDARY MON 196 MX US
 DB1656  PID         -  DB1656
 DB1656  STATE/COUNTY-  AZ/YUMA
 DB1656  USGS QUAD   -  VOPOKI RIDGE SE (1990)
 DB1656
 DB1656                         *CURRENT SURVEY CONTROL
 DB1656  ___________________________________________________________________
 DB1656* NAD 83(1992)-  32 19 55.15487(N)    114 16 38.73707(W)     ADJUSTED  
 DB1656* NAVD 88     -       177.95   (+/-2cm)     583.8    (feet)  VERTCON   
 DB1656  ___________________________________________________________________
 DB1656  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DB1656  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DB1656  HORZ ORDER  -  THIRD
 DB1656  VERT ORDER  -  THIRD ? (See Below)
 DB1656
 DB1656.The horizontal coordinates were established by classical geodetic methods
 DB1656.and adjusted by the National Geodetic Survey in August 1993.
 DB1656
 DB1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1656.The vertical order pertains to the NGVD 29 superseded value.
 DB1656
 DB1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1656
 DB1656.The geoid height was determined by GEOID03.
 DB1656
 DB1656;                    North         East     Units Scale Factor Converg.
 DB1656;SPC AZ W     -   147,804.495   163,705.191   MT  0.99996373   -0 16 55.5
 DB1656;SPC AZ W     -   484,922.88    537,090.52   iFT  0.99996373   -0 16 55.5
 DB1656;UTM  11      - 3,580,492.881   756,272.237   MT  1.00040997   +1 27 24.8
 DB1656
 DB1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1656!SPC AZ W     -   0.99997742  x   0.99996373  =   0.99994115
 DB1656!UTM  11      -   0.99997742  x   1.00040997  =   1.00038738
 DB1656
 DB1656                          SUPERSEDED SURVEY CONTROL
 DB1656
 DB1656  NAD 83(1986)-  32 19 55.16242(N)    114 16 38.75202(W) AD(       ) 3
 DB1656  NGVD 29 (04/26/91)  177.26   (m)          581.6    (f) LEVELING    3  
 DB1656
 DB1656.Superseded values are not recommended for survey control.
 DB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1656.See file dsdata.txt to determine how the superseded data were derived.
 DB1656
 DB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR5627280493(NAD 83)
 DB1656_MARKER: 71 = BOUNDARY MONUMENT
 DB1656
 DB1656  HISTORY     - Date     Condition        Report By
 DB1656  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1656
 DB1656                          STATION DESCRIPTION
 DB1656
 DB1656'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1656'LOCATED 28.1 MI SE. OF PORT OF ENTRY AT SAN LUIS, MEXICO.  ABOUT
 DB1656'0.1 MI N. OF MEXICO HWY. 2.
 DB1656'
 DB1656'TO REACH NOT GIVEN.
 DB1656'
 DB1656'STATION MARK--CENTER OF STANDARD OBELISK IRON BOUNDARY MONUMENT
 DB1656'MARKED 196, PAINTED ALUMINUM, 6.6 FT FROM TIP TO CONCRETE BASE.
 DB1656'
 DB1656'RMS--NONE SET.
 DB1656'
 DB1656'NOTE--CHISELED SQUARE ON NORTHWEST CORNER OF CONCRETE BASE IS RM
 DB1656'FOR USGS BM 24 FMK 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1657 ***********************************************************************
 DB1657  DESIGNATION -  BOUNDARY MON 197 MX US
 DB1657  PID         -  DB1657
 DB1657  STATE/COUNTY-  AZ/YUMA
 DB1657  USGS QUAD   -  VOPOKI RIDGE SE (1990)
 DB1657
 DB1657                         *CURRENT SURVEY CONTROL
 DB1657  ___________________________________________________________________
 DB1657* NAD 83(1992)-  32 21 14.80465(N)    114 20 59.46795(W)     ADJUSTED  
 DB1657* NAVD 88     -       144.55   (+/-2cm)     474.2    (feet)  VERTCON   
 DB1657  ___________________________________________________________________
 DB1657  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DB1657  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB1657  HORZ ORDER  -  THIRD
 DB1657  VERT ORDER  -  THIRD ? (See Below)
 DB1657
 DB1657.The horizontal coordinates were established by classical geodetic methods
 DB1657.and adjusted by the National Geodetic Survey in August 1993.
 DB1657
 DB1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1657.The vertical order pertains to the NGVD 29 superseded value.
 DB1657
 DB1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1657
 DB1657.The geoid height was determined by GEOID03.
 DB1657
 DB1657;                    North         East     Units Scale Factor Converg.
 DB1657;SPC AZ W     -   150,293.762   156,900.330   MT  0.99997263   -0 19 15.7
 DB1657;SPC AZ W     -   493,089.77    514,764.86   iFT  0.99997263   -0 19 15.7
 DB1657;UTM  11      - 3,582,775.399   749,392.060   MT  1.00036705   +1 25 08.3
 DB1657
 DB1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1657!SPC AZ W     -   0.99998267  x   0.99997263  =   0.99995530
 DB1657!UTM  11      -   0.99998267  x   1.00036705  =   1.00034972
 DB1657
 DB1657                          SUPERSEDED SURVEY CONTROL
 DB1657
 DB1657  NAD 83(1986)-  32 21 14.81234(N)    114 20 59.48321(W) AD(       ) 3
 DB1657  NGVD 29 (04/26/91)  143.87   (m)          472.0    (f) LEVELING    3  
 DB1657
 DB1657.Superseded values are not recommended for survey control.
 DB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1657.See file dsdata.txt to determine how the superseded data were derived.
 DB1657
 DB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4939282775(NAD 83)
 DB1657_MARKER: 71 = BOUNDARY MONUMENT
 DB1657
 DB1657  HISTORY     - Date     Condition        Report By
 DB1657  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1657
 DB1657                          STATION DESCRIPTION
 DB1657
 DB1657'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1657'LOCATED ABOUT 26.6 MI SE. OF SAN LUIS, MEXICO.  ON BOUNDARY
 DB1657'BETWEEN THE UNITED STATES AND MEXICO.
 DB1657'
 DB1657'TO REACH FROM SAN LUIS, MEXICO, DRIVE 26.6 MI SE. ALONG BORDER
 DB1657'HWY.  GO ABOUT 500 FT N.  MONUMENT IS VISIBLE FROM HWY.  THERE IS
 DB1657'A SMALL, ABANDONED, ADOBE BUILDING JUST N. OF MONUMENT.
 DB1657'
 DB1657'STATION MARK--CENTER OF POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1657'MONUMENT MARKED 197, 6.6 FT ABOVE BASE.
 DB1657'
 DB1657'RMS--NONE SET.
 DB1657'
 DB1657'NOTE--STANDARD USGS BM TABLET STAMPED---27 BKC 1963 472---,
 DB1657'CEMENTED IN NORTHWEST CORNER OF CONCRETE BASE OF BOUNDARY
 DB1657'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1658 ***********************************************************************
 DB1658  DESIGNATION -  BOUNDARY MON 198 MX US
 DB1658  PID         -  DB1658
 DB1658  STATE/COUNTY-  AZ/YUMA
 DB1658  USGS QUAD   -  WEST OF VOPOKI RIDGE (1990)
 DB1658
 DB1658                         *CURRENT SURVEY CONTROL
 DB1658  ___________________________________________________________________
 DB1658* NAD 83(1992)-  32 22 40.15777(N)    114 25 39.58261(W)     ADJUSTED  
 DB1658* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 DB1658  ___________________________________________________________________
 DB1658  EPOCH DATE  -        1991.35
 DB1658  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DB1658  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB1658  HORZ ORDER  -  THIRD
 DB1658
 DB1658.The horizontal coordinates were established by classical geodetic methods
 DB1658.and adjusted by the National Geodetic Survey in June 1996.
 DB1658.The horizontal coordinates are valid at the epoch date displayed above.
 DB1658.The epoch date for horizontal control is a decimal equivalence
 DB1658.of Year/Month/Day.
 DB1658
 DB1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1658
 DB1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1658
 DB1658.The geoid height was determined by GEOID03.
 DB1658
 DB1658;                    North         East     Units Scale Factor Converg.
 DB1658;SPC AZ W     -   152,966.552   149,593.191   MT  0.99998346   -0 21 46.4
 DB1658;SPC AZ W     -   501,858.77    490,791.31   iFT  0.99998346   -0 21 46.4
 DB1658;UTM  11      - 3,585,225.913   742,004.404   MT  1.00032227   +1 22 41.4
 DB1658
 DB1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1658!SPC AZ W     -   0.99998250  x   0.99998346  =   0.99996596
 DB1658!UTM  11      -   0.99998250  x   1.00032227  =   1.00030477
 DB1658
 DB1658                          SUPERSEDED SURVEY CONTROL
 DB1658
 DB1658  NAD 83(1992)-  32 22 40.15615(N)    114 25 39.57800(W) AD(       ) 3
 DB1658  NAD 83(1986)-  32 22 40.16385(N)    114 25 39.59349(W) AD(       ) 3
 DB1658  NGVD 29 (04/26/91)  145.0    (m)          476.     (f) VERT ANG    3  
 DB1658
 DB1658.Superseded values are not recommended for survey control.
 DB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1658.See file dsdata.txt to determine how the superseded data were derived.
 DB1658
 DB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4200485226(NAD 83)
 DB1658_MARKER: 71 = BOUNDARY MONUMENT
 DB1658
 DB1658  HISTORY     - Date     Condition        Report By
 DB1658  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1658
 DB1658                          STATION DESCRIPTION
 DB1658
 DB1658'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1658'LOCATED ABOUT 22 MI SE. OF SAN LUIS, SONORA, MEXICO.  ON TOP OF
 DB1658'SMALL GROUP OF HILLS ON THE UNITED STATES AND MEXICO BORDER.
 DB1658'
 DB1658'TO REACH NOT GIVEN.
 DB1658'
 DB1658'STATION MARK--CENTER OF POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1658'MONUMENT MARKED 198, 6.6 FT ABOVE BASE.  GROUND AT MONUMENT IS 2
 DB1658'FT LOWER THAN CONCRETE BASE.
 DB1658'
 DB1658'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1659 ***********************************************************************
 DB1659  DESIGNATION -  BOUNDARY MON 199 MX US
 DB1659  PID         -  DB1659
 DB1659  STATE/COUNTY-  AZ/YUMA
 DB1659  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1659
 DB1659                         *CURRENT SURVEY CONTROL
 DB1659  ___________________________________________________________________
 DB1659* NAD 83(1992)-  32 24 03.39553(N)    114 30 13.46405(W)     ADJUSTED  
 DB1659* NAVD 88     -        83.17   (+/-2cm)     272.9    (feet)  VERTCON   
 DB1659  ___________________________________________________________________
 DB1659  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 DB1659  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DB1659  HORZ ORDER  -  THIRD
 DB1659  VERT ORDER  -  THIRD ? (See Below)
 DB1659
 DB1659.The horizontal coordinates were established by classical geodetic methods
 DB1659.and adjusted by the National Geodetic Survey in August 1993.
 DB1659
 DB1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1659.The vertical order pertains to the NGVD 29 superseded value.
 DB1659
 DB1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1659
 DB1659.The geoid height was determined by GEOID03.
 DB1659
 DB1659;                    North         East     Units Scale Factor Converg.
 DB1659;SPC AZ W     -   155,578.404   142,452.266   MT  0.99999531   -0 24 14.0
 DB1659;SPC AZ W     -   510,427.83    467,363.08   iFT  0.99999531   -0 24 14.0
 DB1659;UTM  11      - 3,587,620.280   734,785.150   MT  1.00027982   +1 20 17.6
 DB1659
 DB1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1659!SPC AZ W     -   0.99999234  x   0.99999531  =   0.99998765
 DB1659!UTM  11      -   0.99999234  x   1.00027982  =   1.00027216
 DB1659
 DB1659                          SUPERSEDED SURVEY CONTROL
 DB1659
 DB1659  NAD 83(1986)-  32 24 03.40367(N)    114 30 13.47959(W) AD(       ) 3
 DB1659  NGVD 29 (04/26/91)   82.49   (m)          270.6    (f) LEVELING    3  
 DB1659
 DB1659.Superseded values are not recommended for survey control.
 DB1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1659.See file dsdata.txt to determine how the superseded data were derived.
 DB1659
 DB1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR3478587620(NAD 83)
 DB1659_MARKER: 71 = BOUNDARY MONUMENT
 DB1659
 DB1659  HISTORY     - Date     Condition        Report By
 DB1659  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1659
 DB1659                          STATION DESCRIPTION
 DB1659
 DB1659'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1659'LOCATED 17.1 MI SE. OF PORT OF ENTRY AT SAN LUIS, MEXICO, ABOUT
 DB1659'0.1 MI NE. OF MEXICO HWY. 2.  ON SOUTH SIDE OF BOUNDARY FENCE
 DB1659'LINE.
 DB1659'
 DB1659'TO REACH NOT GIVEN.
 DB1659'
 DB1659'STATION MARK--CENTER OF STANDARD OBELISK IRON BOUNDARY MONUMENT
 DB1659'MARKED 199, PAINTED ALUMINUM, 6.6 FT FROM TIP TO CONCRETE BASE.
 DB1659'
 DB1659'RMS--NONE SET.
 DB1659'
 DB1659'NOTE--ON NORTHWEST CORNER OF CONCRETE BASE IS STANDARD USGS BM
 DB1659'TABLET STAMPED---30 BKC 1963 271---.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1660 ***********************************************************************
 DB1660  DESIGNATION -  BOUNDARY MON 200 MX US
 DB1660  PID         -  DB1660
 DB1660  STATE/COUNTY-  AZ/YUMA
 DB1660  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1660
 DB1660                         *CURRENT SURVEY CONTROL
 DB1660  ___________________________________________________________________
 DB1660* NAD 83(1992)-  32 25 25.96701(N)    114 34 45.85670(W)     ADJUSTED  
 DB1660* NAVD 88     -        51.94   (+/-2cm)     170.4    (feet)  VERTCON   
 DB1660  ___________________________________________________________________
 DB1660  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DB1660  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DB1660  HORZ ORDER  -  THIRD
 DB1660  VERT ORDER  -  THIRD ? (See Below)
 DB1660
 DB1660.The horizontal coordinates were established by classical geodetic methods
 DB1660.and adjusted by the National Geodetic Survey in August 1993.
 DB1660
 DB1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1660.The vertical order pertains to the NGVD 29 superseded value.
 DB1660
 DB1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1660
 DB1660.The geoid height was determined by GEOID03.
 DB1660
 DB1660;                    North         East     Units Scale Factor Converg.
 DB1660;SPC AZ W     -   158,174.573   135,353.685   MT  1.00000834   -0 26 41.0
 DB1660;SPC AZ W     -   518,945.45    444,073.77   iFT  1.00000834   -0 26 41.0
 DB1660;UTM  11      - 3,589,999.992   727,609.055   MT  1.00023889   +1 17 54.3
 DB1660
 DB1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1660!SPC AZ W     -   0.99999726  x   1.00000834  =   1.00000560
 DB1660!UTM  11      -   0.99999726  x   1.00023889  =   1.00023615
 DB1660
 DB1660                          SUPERSEDED SURVEY CONTROL
 DB1660
 DB1660  NAD 83(1986)-  32 25 25.97658(N)    114 34 45.87189(W) AD(       ) 3
 DB1660  NGVD 29 (04/26/91)   51.26   (m)          168.2    (f) LEVELING    3  
 DB1660
 DB1660.Superseded values are not recommended for survey control.
 DB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1660.See file dsdata.txt to determine how the superseded data were derived.
 DB1660
 DB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2760990000(NAD 83)
 DB1660_MARKER: 71 = BOUNDARY MONUMENT
 DB1660
 DB1660  HISTORY     - Date     Condition        Report By
 DB1660  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1660  HISTORY     - 1964     GOOD             USGS
 DB1660
 DB1660                          STATION DESCRIPTION
 DB1660
 DB1660'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1660'LOCATED 12.4 MI ESE. OF SAN LUIS, MEXICO, ABOUT 0.1 MI N. OF
 DB1660'MEXICO HWY. 2.  ON THE UNITED STATES AND MEXICO INTERNATIONAL
 DB1660'BOUNDARY.
 DB1660'
 DB1660'TO REACH NOT GIVEN.
 DB1660'
 DB1660'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1660'MONUMENT MARKED 200, 6.6 FT ABOVE BASE.
 DB1660'
 DB1660'RMS--NONE SET.
 DB1660'
 DB1660'NOTE--STANDARD USGS BM TABLET STAMPED---32 BKC 1963 168---,
 DB1660'CEMENTED IN CONCRETE BASE OF BOUNDARY MONUMENT.
 DB1660
 DB1660                          STATION RECOVERY (1964)
 DB1660
 DB1660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1660'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1661 ***********************************************************************
 DB1661  DESIGNATION -  BOUNDARY MON 201 MX US
 DB1661  PID         -  DB1661
 DB1661  STATE/COUNTY-  AZ/YUMA
 DB1661  USGS QUAD   -  SOUTH OF SOMERTON (1990)
 DB1661
 DB1661                         *CURRENT SURVEY CONTROL
 DB1661  ___________________________________________________________________
 DB1661* NAD 83(1992)-  32 26 35.87851(N)    114 38 37.02251(W)     ADJUSTED  
 DB1661* NAVD 88     -        49.85   (+/-2cm)     163.5    (feet)  VERTCON   
 DB1661  ___________________________________________________________________
 DB1661  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DB1661  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1661  HORZ ORDER  -  THIRD
 DB1661  VERT ORDER  -  THIRD ? (See Below)
 DB1661
 DB1661.The horizontal coordinates were established by classical geodetic methods
 DB1661.and adjusted by the National Geodetic Survey in August 1993.
 DB1661
 DB1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1661.The vertical order pertains to the NGVD 29 superseded value.
 DB1661
 DB1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1661
 DB1661.The geoid height was determined by GEOID03.
 DB1661
 DB1661;                    North         East     Units Scale Factor Converg.
 DB1661;SPC AZ W     -   160,376.790   129,332.229   MT  1.00002037   -0 28 45.9
 DB1661;SPC AZ W     -   526,170.57    424,318.34   iFT  1.00002037   -0 28 45.9
 DB1661;UTM  11      - 3,592,018.394   721,522.116   MT  1.00020517   +1 15 52.7
 DB1661
 DB1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1661!SPC AZ W     -   0.99999759  x   1.00002037  =   1.00001796
 DB1661!UTM  11      -   0.99999759  x   1.00020517  =   1.00020276
 DB1661
 DB1661                          SUPERSEDED SURVEY CONTROL
 DB1661
 DB1661  NAD 83(1986)-  32 26 35.89095(N)    114 38 37.03687(W) AD(       ) 3
 DB1661  NGVD 29 (04/26/91)   49.17   (m)          161.3    (f) LEVELING    3  
 DB1661
 DB1661.Superseded values are not recommended for survey control.
 DB1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1661.See file dsdata.txt to determine how the superseded data were derived.
 DB1661
 DB1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2152292018(NAD 83)
 DB1661_MARKER: 71 = BOUNDARY MONUMENT
 DB1661
 DB1661  HISTORY     - Date     Condition        Report By
 DB1661  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1661
 DB1661                          STATION DESCRIPTION
 DB1661
 DB1661'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1661'LOCATED ABOUT 8.5 MI SE. OF SAN LUIS, SONORA, MEXICO.  ON THE
 DB1661'UNITED STATES MEXICO BORDER.
 DB1661'
 DB1661'TO REACH NOT GIVEN.
 DB1661'
 DB1661'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1661'MONUMENT MARKED 201.
 DB1661'
 DB1661'RMS--NONE SET.
 DB1661'
 DB1661'NOTE--STANDARD USGS BM TABLET STAMPED---34 BKC 1963 162---, ON
 DB1661'NORTH SIDE OF BASE OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1662 ***********************************************************************
 DB1662  DESIGNATION -  BOUNDARY MON 202 MX US
 DB1662  PID         -  DB1662
 DB1662  STATE/COUNTY-  AZ/YUMA
 DB1662  USGS QUAD   -  SOUTH OF SOMERTON (1990)
 DB1662
 DB1662                         *CURRENT SURVEY CONTROL
 DB1662  ___________________________________________________________________
 DB1662* NAD 83(1992)-  32 27 27.44598(N)    114 41 27.83397(W)     ADJUSTED  
 DB1662* NAVD 88     -        50.75   (+/-2cm)     166.5    (feet)  VERTCON   
 DB1662  ___________________________________________________________________
 DB1662  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DB1662  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1662  HORZ ORDER  -  THIRD
 DB1662  VERT ORDER  -  THIRD ? (See Below)
 DB1662
 DB1662.The horizontal coordinates were established by classical geodetic methods
 DB1662.and adjusted by the National Geodetic Survey in August 1993.
 DB1662
 DB1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1662.The vertical order pertains to the NGVD 29 superseded value.
 DB1662
 DB1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1662
 DB1662.The geoid height was determined by GEOID03.
 DB1662
 DB1662;                    North         East     Units Scale Factor Converg.
 DB1662;SPC AZ W     -   162,003.590   124,884.512   MT  1.00002983   -0 30 18.3
 DB1662;SPC AZ W     -   531,507.84    409,726.09   iFT  1.00002983   -0 30 18.3
 DB1662;UTM  11      - 3,593,509.300   717,026.185   MT  1.00018085   +1 14 22.7
 DB1662
 DB1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1662!SPC AZ W     -   0.99999746  x   1.00002983  =   1.00002728
 DB1662!UTM  11      -   0.99999746  x   1.00018085  =   1.00017830
 DB1662
 DB1662                          SUPERSEDED SURVEY CONTROL
 DB1662
 DB1662  NAD 83(1986)-  32 27 27.46195(N)    114 41 27.84709(W) AD(       ) 3
 DB1662  NGVD 29 (04/26/91)   50.07   (m)          164.3    (f) LEVELING    3  
 DB1662
 DB1662.Superseded values are not recommended for survey control.
 DB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1662.See file dsdata.txt to determine how the superseded data were derived.
 DB1662
 DB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1702693509(NAD 83)
 DB1662_MARKER: 71 = BOUNDARY MONUMENT
 DB1662
 DB1662  HISTORY     - Date     Condition        Report By
 DB1662  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1662  HISTORY     - 1964     GOOD             USGS
 DB1662
 DB1662                          STATION DESCRIPTION
 DB1662
 DB1662'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1662'LOCATED 5.5 MI SE. OF PORT OF ENTRY AT SAN LUIS, MEXICO, ABOUT
 DB1662'0.1 MI N. OF MEXICO HWY. 2.  ON SOUTH SIDE OF BOUNDARY FENCE LINE.
 DB1662'
 DB1662'TO REACH NOT GIVEN.
 DB1662'
 DB1662'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1662'MONUMENT MARKED 202, PAINTED ALUMINUM, 6.6 FT ABOVE CONCRETE
 DB1662'BASE.
 DB1662'
 DB1662'RMS--NONE SET.
 DB1662'
 DB1662'NOTE--STANDARD USGS BM TABLET STAMPED---36 BKC 1963 164---,
 DB1662'CEMENTED IN NORTH BASE OF BOUNDARY MONUMENT.
 DB1662
 DB1662                          STATION RECOVERY (1964)
 DB1662
 DB1662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1662'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1663 ***********************************************************************
 DB1663  DESIGNATION -  BOUNDARY MON 203 MX US
 DB1663  PID         -  DB1663
 DB1663  STATE/COUNTY-  AZ/YUMA
 DB1663  USGS QUAD   -  SOUTH OF SOMERTON (1990)
 DB1663
 DB1663                         *CURRENT SURVEY CONTROL
 DB1663  ___________________________________________________________________
 DB1663* NAD 83(1992)-  32 28 18.23116(N)    114 44 16.31472(W)     ADJUSTED  
 DB1663* NAVD 88     -        46.55   (+/-2cm)     152.7    (feet)  VERTCON   
 DB1663  ___________________________________________________________________
 DB1663  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DB1663  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1663  HORZ ORDER  -  THIRD
 DB1663  VERT ORDER  -  THIRD ? (See Below)
 DB1663
 DB1663.The horizontal coordinates were established by classical geodetic methods
 DB1663.and adjusted by the National Geodetic Survey in August 1993.
 DB1663
 DB1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1663.The vertical order pertains to the NGVD 29 superseded value.
 DB1663
 DB1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1663
 DB1663.The geoid height was determined by GEOID03.
 DB1663
 DB1663;                    North         East     Units Scale Factor Converg.
 DB1663;SPC AZ W     -   163,607.735   120,498.826   MT  1.00003963   -0 31 49.5
 DB1663;SPC AZ W     -   536,770.78    395,337.36   iFT  1.00003963   -0 31 49.5
 DB1663;UTM  11      - 3,594,979.345   712,593.087   MT  1.00015736   +1 12 53.9
 DB1663
 DB1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1663!SPC AZ W     -   0.99999812  x   1.00003963  =   1.00003775
 DB1663!UTM  11      -   0.99999812  x   1.00015736  =   1.00015548
 DB1663
 DB1663                          SUPERSEDED SURVEY CONTROL
 DB1663
 DB1663  NAD 83(1986)-  32 28 18.25224(N)    114 44 16.32588(W) AD(       ) 3
 DB1663  NGVD 29 (04/26/91)   45.87   (m)          150.5    (f) LEVELING    3  
 DB1663
 DB1663.Superseded values are not recommended for survey control.
 DB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1663.See file dsdata.txt to determine how the superseded data were derived.
 DB1663
 DB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1259394979(NAD 83)
 DB1663_MARKER: 71 = BOUNDARY MONUMENT
 DB1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1663+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2007
 DB1663
 DB1663  HISTORY     - Date     Condition        Report By
 DB1663  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1663  HISTORY     - 20070616 GOOD             GEOCAC
 DB1663
 DB1663                          STATION DESCRIPTION
 DB1663
 DB1663'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1663'LOCATED 1.6 MI ESE. OF SAN LUIS, SONORA, MEXICO.  ON THE UNITED
 DB1663'STATES AND MEXICO INTERNATIONAL BOUNDARY LINE.
 DB1663'
 DB1663'TO REACH NOT GIVEN.
 DB1663'
 DB1663'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1663'MONUMENT MARKED 203, BOLTED TO CONCRETE BASE 6.6 FT HIGH.
 DB1663'
 DB1663'RMS--NONE SET.
 DB1663'
 DB1663'NOTE--STANDARD USGS BM TABLET STAMPED---38 BKC 1963 151---,
 DB1663'CEMENTED IN NORTH BASE OF BOUNDARY MONUMENT.
 DB1663
 DB1663                          STATION RECOVERY (2007)
 DB1663
 DB1663'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1663'RECOVERED STATION MARK AND USGS MARK IN GOOD CONDITION AS DESCRIBED
 DB1663'WITH THE FOLLOWING UPDATE TO THE DESCRIPTION   ACCESS TO THE STATION
 DB1663'MARK MAY BE MADE THROUGH A LOCKED PORTAL IN THE BOUNDARY FENCE LOCATED
 DB1663'DIRECTLY NORTH OF THE STATION.
 DB1663' 
 DB1663'THE STATION WAS NOT OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1307 ***********************************************************************
 DB1307  DESIGNATION -  BOUNDARY MON 204 MX US
 DB1307  PID         -  DB1307
 DB1307  STATE/COUNTY-  AZ/YUMA
 DB1307  USGS QUAD   -  GADSDEN (1973)
 DB1307
 DB1307                         *CURRENT SURVEY CONTROL
 DB1307  ___________________________________________________________________
 DB1307* NAD 83(1992)-  32 29 03.76378(N)    114 46 47.56375(W)     ADJUSTED  
 DB1307* NAVD 88     -        43.0    (meters)     141.     (feet)  VERTCON   
 DB1307  ___________________________________________________________________
 DB1307  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DB1307  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1307  HORZ ORDER  -  SECOND
 DB1307
 DB1307.The horizontal coordinates were established by classical geodetic methods
 DB1307.and adjusted by the National Geodetic Survey in August 1993.
 DB1307
 DB1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1307
 DB1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1307
 DB1307.The geoid height was determined by GEOID03.
 DB1307
 DB1307;                    North         East     Units Scale Factor Converg.
 DB1307;SPC AZ W     -   165,047.676   116,562.829   MT  1.00004883   -0 33 11.4
 DB1307;SPC AZ W     -   541,495.00    382,423.98   iFT  1.00004883   -0 33 11.4
 DB1307;SPC CA 6     -   536,209.949 2,138,185.257   MT  1.00006320   +0 48 28.3
 DB1307;SPC CA 6     - 1,759,215.47  7,015,029.46   sFT  1.00006320   +0 48 28.3
 DB1307;UTM  11      - 3,596,298.852   708,614.643   MT  1.00013669   +1 11 34.0
 DB1307
 DB1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1307!SPC AZ W     -   0.99999868  x   1.00004883  =   1.00004751
 DB1307!SPC CA 6     -   0.99999868  x   1.00006320  =   1.00006188
 DB1307!UTM  11      -   0.99999868  x   1.00013669  =   1.00013537
 DB1307
 DB1307:                Primary Azimuth Mark                     Grid Az
 DB1307:SPC AZ W     -  AMERICAN                                 004 04 05.5
 DB1307:SPC CA 6     -  AMERICAN                                 002 42 25.8
 DB1307:UTM  11      -  AMERICAN                                 002 19 20.1
 DB1307
 DB1307|---------------------------------------------------------------------|
 DB1307| PID    Reference Object                     Distance      Geod. Az  |
 DB1307|                                                           dddmmss.s |
 DB1307| DB1392 AMERICAN                            APPROX.41.5 KM 0033054.1 |
 DB1307| CE9726 BOUNDARY MON 204 AZ MK                             3583119.6 |
 DB1307|---------------------------------------------------------------------|
 DB1307
 DB1307                          SUPERSEDED SURVEY CONTROL
 DB1307
 DB1307  NAD 83(1986)-  32 29 03.78886(N)    114 46 47.57351(W) AD(       ) 2
 DB1307  NAD 27      -  32 29 03.59000(N)    114 46 44.72900(W) AD(       ) 2
 DB1307  NGVD 29 (04/26/91)   42.3    (m)          139.     (f) VERT ANG    3  
 DB1307
 DB1307.Superseded values are not recommended for survey control.
 DB1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1307.See file dsdata.txt to determine how the superseded data were derived.
 DB1307
 DB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0861596299(NAD 83)
 DB1307_MARKER: 71 = BOUNDARY MONUMENT
 DB1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1307+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 DB1307
 DB1307  HISTORY     - Date     Condition        Report By
 DB1307  HISTORY     - 1894     FIRST OBSERVED   CGS
 DB1307  HISTORY     - 1920     GOOD             CGS
 DB1307  HISTORY     - 1964     GOOD             USGS
 DB1307  HISTORY     - 1972     GOOD             AZHD
 DB1307  HISTORY     - 20070615 GOOD             GEOCAC
 DB1307
 DB1307                          STATION DESCRIPTION
 DB1307
 DB1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1894
 DB1307'THIS IS AN OLD MONUMENT REPAIRED IN 1894 BY THE UNITED STATES
 DB1307'AND MEXICO BOUNDARY COMMISSION.  IT IS AT THE WESTERN LIMIT
 DB1307'OF THE YUMA DESERT MESA AND OVERLOOKS THE COLORADO RIVER BOTTOM.
 DB1307'THE MONUMENT IS OF CAST-IRON PLATES AND HAS A CONCRETE FOUNDATION.
 DB1307
 DB1307                          STATION RECOVERY (1920)
 DB1307
 DB1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (CLG)
 DB1307'STATION RECOVERED AS DESCRIBED.
 DB1307'
 DB1307'TO REACH THE STATION FROM YUMA TAKE THE CONCRETE HIGHWAY TO
 DB1307'SOMERTON 15 MILES TO THE S.  AT SOMERTON TURN W ON MAIN STREET
 DB1307'AND GO W 3 MILES TO POINT WHERE ROAD TURNS DIRECTLY S.  FOLLOW
 DB1307'THIS S TO A CANAL WHICH IS AT THE BASE OF THE MESA, AND FOLLOWS
 DB1307'AROUND THE W SIDE OF THE MESA AND S TO THE BOUNDARY.  THE ROAD
 DB1307'FOLLOWS THE CANAL AND CROSSES THE S END OF IT AT ITS TERMINAL
 DB1307'AT THE BOUNDARY LINE.  THE MAIN ROAD CONTINUES THROUGH THE
 DB1307'MEXICAN VILLAGE OF SAN LOUIS, AND A LEFT-HAND ROAD LEADS OFF
 DB1307'JUST S OF THE BRIDGE TO THE MONUMENT, WHICH IS 0.4 MILE
 DB1307'DISTANT ON THE MESA.
 DB1307
 DB1307                          STATION RECOVERY (1964)
 DB1307
 DB1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1307'LOCATED ON THE UNITED STATES AND MEXICO INTERNATIONAL BOUNDARY IN
 DB1307'SAN LUIS, SONORA, MEXICO.  ABOUT 600 FT E. OF U.S. CUSTOMS HOUSE.
 DB1307'
 DB1307'TO REACH NOT GIVEN.
 DB1307'
 DB1307'STATION MARK--CENTER POINT OF STANDARD OBELISK IRON BOUNDARY
 DB1307'MONUMENT MARKED 204, 8.4 FT ABOVE CONCRETE BASE.
 DB1307'
 DB1307'RMS--NONE SET.
 DB1307'
 DB1307'NOTE--USGS BM 5 LHL 1963 IS 4 FT N. OF MONUMENT.
 DB1307
 DB1307                          STATION RECOVERY (1972)
 DB1307
 DB1307'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DB1307'GENERAL LOCATION THE BOUNDARY MONUMENT WAS RECOVERED AS
 DB1307'DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
 DB1307
 DB1307                          STATION RECOVERY (2007)
 DB1307
 DB1307'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1307'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DB1307'THE DESCRIPTION   ACCESS TO THE STATION MARK MAY BE MADE THROUGH A
 DB1307'LOCKED PORTAL IN THE BOUNDARY FENCE LOCATED DIRECTLY NORTH OF THE
 DB1307'STATION, ALSO THE USGS DISK HAS BEEN REMOVED - ONLY THE MONUMENT
 DB1307'CONCRETE REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1664 ***********************************************************************
 DB1664  DESIGNATION -  BOUNDARY MON 204A MX US
 DB1664  PID         -  DB1664
 DB1664  STATE/COUNTY-  AZ/YUMA
 DB1664  USGS QUAD   -  GADSDEN (1973)
 DB1664
 DB1664                         *CURRENT SURVEY CONTROL
 DB1664  ___________________________________________________________________
 DB1664* NAD 83(1992)-  32 29 21.43172(N)    114 47 49.00244(W)     ADJUSTED  
 DB1664* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 DB1664  ___________________________________________________________________
 DB1664  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DB1664  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1664  HORZ ORDER  -  THIRD
 DB1664
 DB1664.The horizontal coordinates were established by classical geodetic methods
 DB1664.and adjusted by the National Geodetic Survey in August 1993.
 DB1664
 DB1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1664
 DB1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1664
 DB1664.The geoid height was determined by GEOID03.
 DB1664
 DB1664;                    North         East     Units Scale Factor Converg.
 DB1664;SPC AZ W     -   165,607.542   114,964.052   MT  1.00005268   -0 33 44.7
 DB1664;SPC AZ W     -   543,331.83    377,178.65   iFT  1.00005268   -0 33 44.7
 DB1664;UTM  11      - 3,596,809.786   706,999.418   MT  1.00012841   +1 11 01.6
 DB1664
 DB1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1664!SPC AZ W     -   1.00000094  x   1.00005268  =   1.00005362
 DB1664!UTM  11      -   1.00000094  x   1.00012841  =   1.00012935
 DB1664
 DB1664                          SUPERSEDED SURVEY CONTROL
 DB1664
 DB1664  NAD 83(1986)-  32 29 21.44584(N)    114 47 49.01260(W) AD(       ) 3
 DB1664  NGVD 29 (04/26/91)   27.9    (m)           92.     (f) VERT ANG    3  
 DB1664
 DB1664.Superseded values are not recommended for survey control.
 DB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1664.See file dsdata.txt to determine how the superseded data were derived.
 DB1664
 DB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0699996810(NAD 83)
 DB1664_MARKER: 71 = BOUNDARY MONUMENT
 DB1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1664+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 DB1664
 DB1664  HISTORY     - Date     Condition        Report By
 DB1664  HISTORY     - 1964     FIRST OBSERVED   USGS
 DB1664  HISTORY     - 20070615 GOOD             GEOCAC
 DB1664
 DB1664                          STATION DESCRIPTION
 DB1664
 DB1664'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1664'LOCATED ABOUT 1 MI W. OF PORT OF ENTRY AT SAN LUIS, MEXICO.
 DB1664'
 DB1664'TO REACH NOT GIVEN.
 DB1664'
 DB1664'STATION MARK--STANDARD IRON OBELISK BOUNDARY MONUMENT MARKED
 DB1664'204A, PAINTED ALUMINUM, ON SOUTH SIDE OF THE BOUNDARY FENCE LINE.
 DB1664'
 DB1664'RMS--NONE SET.
 DB1664
 DB1664                          STATION RECOVERY (2007)
 DB1664
 DB1664'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1664'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DB1664'THE DESCRIPTION   ACCESS TO THE STATION MARK MAY BE MADE THROUGH A
 DB1664'LOCKED PORTAL IN THE BOUNDARY FENCE LOCATED DIRECTLY NORTH OF THE
 DB1664'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2275 ***********************************************************************
 DV2275  DESIGNATION -  BOUNDARY MON 44 MARICOPA YUMA CNTY
 DV2275  PID         -  DV2275
 DV2275  STATE/COUNTY-  AZ/MARICOPA
 DV2275  USGS QUAD   -  HARQUAHALA MOUNTAIN (1990)
 DV2275
 DV2275                         *CURRENT SURVEY CONTROL
 DV2275  ___________________________________________________________________
 DV2275* NAD 83(1992)-  33 48 08.77359(N)    113 20 01.44643(W)     ADJUSTED  
 DV2275* NAVD 88     -      1582.8    (meters)    5193.     (feet)  VERTCON   
 DV2275  ___________________________________________________________________
 DV2275  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DV2275  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV2275  HORZ ORDER  -  SECOND
 DV2275
 DV2275.The horizontal coordinates were established by classical geodetic methods
 DV2275.and adjusted by the National Geodetic Survey in August 1993.
 DV2275
 DV2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2275
 DV2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2275
 DV2275.The geoid height was determined by GEOID03.
 DV2275
 DV2275;                    North         East     Units Scale Factor Converg.
 DV2275;SPC AZ C     -   311,645.045    82,150.119   MT  1.00011217   -0 47 18.5
 DV2275;SPC AZ C     - 1,022,457.50    269,521.39   iFT  1.00011217   -0 47 18.5
 DV2275;SPC AZ W     -   310,830.498   251,902.903   MT  0.99995164   +0 13 53.7
 DV2275;SPC AZ W     - 1,019,785.10    826,453.09   iFT  0.99995164   +0 13 53.7
 DV2275;UTM  12      - 3,742,699.462   283,964.032   MT  1.00017539   -1 17 55.8
 DV2275
 DV2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2275!SPC AZ C     -   0.99975631  x   1.00011217  =   0.99986845
 DV2275!SPC AZ W     -   0.99975631  x   0.99995164  =   0.99970796
 DV2275!UTM  12      -   0.99975631  x   1.00017539  =   0.99993166
 DV2275
 DV2275                          SUPERSEDED SURVEY CONTROL
 DV2275
 DV2275  NAD 83(1986)-  33 48 08.76926(N)    113 20 01.45287(W) AD(       ) 2
 DV2275  NGVD 29 (11/27/91) 1582.0    (m)         5190.     (f) VERT ANG    3  
 DV2275
 DV2275.Superseded values are not recommended for survey control.
 DV2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2275.See file dsdata.txt to determine how the superseded data were derived.
 DV2275
 DV2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8396442699(NAD 83)
 DV2275_MARKER: P = PIPE CAP
 DV2275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV2275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2275
 DV2275  HISTORY     - Date     Condition        Report By
 DV2275  HISTORY     - UNK      MONUMENTED
 DV2275  HISTORY     - 1985     GOOD             AZDT
 DV2275
 DV2275                          STATION DESCRIPTION
 DV2275
 DV2275'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (KS)
 DV2275'THE STATION IS LOCATED ON A RIDGE ABOUT 1 MILE SOUTHEAST OF STATION
 DV2275'HARQUAHALLA.  IT IS ABOUT 25 FEET NORTHEAST OF A TRACK ROAD.
 DV2275'
 DV2275'THE STATION MARK IS A YUMA COUNTY/MARICOPA COUNTY LINE MONUMENT.  IT
 DV2275'IS A 3-1/2 INCH BRASS CAP ON TOP OF AN IRON PIPE WHICH PROJECTS 30
 DV2275'INCHES.
 DV2275'
 DV2275'TO REACH THE MARK FROM TRIANGULATION STATION HARQUAHALLA FOLLOW TRACK
 DV2275'ROADS SOUTHEAST 1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1059 ***********************************************************************
 ET1059  DESIGNATION -  BOUNDARY MON 72 MOHAVE YAVAPAI
 ET1059  PID         -  ET1059
 ET1059  STATE/COUNTY-  AZ/MOHAVE
 ET1059  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1059
 ET1059                         *CURRENT SURVEY CONTROL
 ET1059  ___________________________________________________________________
 ET1059* NAD 83(1992)-  34 28 39.00831(N)    113 19 59.40754(W)     ADJUSTED  
 ET1059* NAVD 88     -      1004.1    (meters)    3294.     (feet)  VERTCON   
 ET1059  ___________________________________________________________________
 ET1059  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 ET1059  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 ET1059  HORZ ORDER  -  SECOND
 ET1059
 ET1059.The horizontal coordinates were established by classical geodetic methods
 ET1059.and adjusted by the National Geodetic Survey in August 1993.
 ET1059
 ET1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1059
 ET1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1059
 ET1059.The geoid height was determined by GEOID03.
 ET1059
 ET1059;                    North         East     Units Scale Factor Converg.
 ET1059;SPC AZ W     -   385,708.012   251,649.624   MT  0.99995140   +0 14 09.5
 ET1059;SPC AZ W     - 1,265,446.23    825,622.13   iFT  0.99995140   +0 14 09.5
 ET1059;SPC AZ C     -   386,526.928    83,241.749   MT  1.00010863   -0 48 07.1
 ET1059;SPC AZ C     - 1,268,132.97    273,102.85   iFT  1.00010863   -0 48 07.1
 ET1059;UTM  12      - 3,817,573.025   285,728.572   MT  1.00016595   -1 19 16.6
 ET1059
 ET1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1059!SPC AZ W     -   0.99984697  x   0.99995140  =   0.99979837
 ET1059!SPC AZ C     -   0.99984697  x   1.00010863  =   0.99995558
 ET1059!UTM  12      -   0.99984697  x   1.00016595  =   1.00001289
 ET1059
 ET1059                          SUPERSEDED SURVEY CONTROL
 ET1059
 ET1059  NAD 83(1986)-  34 28 39.00767(N)    113 19 59.41434(W) AD(       ) 2
 ET1059  NAD 27      -  34 28 38.94158(N)    113 19 56.68651(W) AD(       ) 2
 ET1059  NGVD 29 (07/19/86) 1003.3    (m)         3292.     (f) VERT ANG    3  
 ET1059
 ET1059.Superseded values are not recommended for survey control.
 ET1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1059.See file dsdata.txt to determine how the superseded data were derived.
 ET1059
 ET1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8572917573(NAD 83)
 ET1059_MARKER: V = STONE MONUMENT
 ET1059_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ET1059_SP_SET: OBJECT IMBEDDED IN GROUND
 ET1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1059
 ET1059  HISTORY     - Date     Condition        Report By
 ET1059  HISTORY     - 1907     MONUMENTED       LOCENG
 ET1059  HISTORY     - 20081130 POOR             GEOCAC
 ET1059
 ET1059                          STATION DESCRIPTION
 ET1059
 ET1059'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1907 (LF)
 ET1059'THE STATION IS LOCATED ABOUT 23 MILES SOUTHEAST OF WIKIEUP ALONG THE
 ET1059'MOHAVE YAVAPAI COUNTY LINE.
 ET1059'
 ET1059'THE MARK IS A CROSS ON TOP OF A 9 INCH BY 10 INCH STONE MONUMENT WHICH
 ET1059'IS SET IN THE GROUND AND PROJECTS ABOUT 14 INCHES.  A Y IS CHISELED ON
 ET1059'THE EAST FACE, A M IS CHISELED ON THE WEST FACE, 72 IS CHISELED ON THE
 ET1059'NORTH FACE AND BELOW THE 72 ARE CHISELED MARKINGS WHICH WERE NOT.
 ET1059'DEFINED.  THE MARK IS BELIVED TO HAVE BEEN SET IN 1907 OR 1908 BY
 ET1059'L FRIEL MOHAVE COUNTY ENGINEER AND PARK W LATIMER YAVAPAI COUNTY
 ET1059'ENGINEER.
 ET1059'
 ET1059'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTHEAST
 ET1059'ALONG US HIGHWAY 93 FOR 24.8 MILES TO MILE POST 148.8 AND THE MOHAVE
 ET1059'YAVAPAI COUNTY LINE.  THE STATION IS ON THE RIGHT ABOUT 250 FEET SOUTH
 ET1059'OF THE HIGHWAY CENTERLINE.
 ET1059
 ET1059                          STATION RECOVERY (2008)
 ET1059
 ET1059'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET1059'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET1059'THE DESCRIPTION - THE CHISELED CROSS IN THE TOP OF THE MONUMENT IS
 ET1059'BARELY VISIBLE, THE M IS BARELY VISIBLE IN THE WEST FACE, 72 19 MAY BE
 ET1059'VISIBLE ON THE NORTH FACE, AND THERE IS NO DISCERNABLE Y ON THE EAST
 ET1059'FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1060 ***********************************************************************
 ET1060  DESIGNATION -  BOUNDARY MON 74 MOHAVE YAVAPAI
 ET1060  PID         -  ET1060
 ET1060  STATE/COUNTY-  AZ/MOHAVE
 ET1060  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1060
 ET1060                         *CURRENT SURVEY CONTROL
 ET1060  ___________________________________________________________________
 ET1060* NAD 83(1992)-  34 26 54.74126(N)    113 19 59.46071(W)     ADJUSTED  
 ET1060* NAVD 88     -      1078.     (meters)    3537.     (feet)  VERTCON   
 ET1060  ___________________________________________________________________
 ET1060  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 ET1060  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 ET1060  HORZ ORDER  -  SECOND
 ET1060
 ET1060.The horizontal coordinates were established by classical geodetic methods
 ET1060.and adjusted by the National Geodetic Survey in August 1993.
 ET1060
 ET1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1060
 ET1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1060
 ET1060.The geoid height was determined by GEOID03.
 ET1060
 ET1060;                    North         East     Units Scale Factor Converg.
 ET1060;SPC AZ W     -   382,495.294   251,661.493   MT  0.99995141   +0 14 08.8
 ET1060;SPC AZ W     - 1,254,905.82    825,661.07   iFT  0.99995141   +0 14 08.8
 ET1060;SPC AZ C     -   383,314.017    83,195.434   MT  1.00010878   -0 48 05.0
 ET1060;SPC AZ C     - 1,257,591.92    272,950.90   iFT  1.00010878   -0 48 05.0
 ET1060;UTM  12      - 3,814,360.480   285,653.145   MT  1.00016635   -1 19 13.1
 ET1060
 ET1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1060!SPC AZ W     -   0.99983541  x   0.99995141  =   0.99978683
 ET1060!SPC AZ C     -   0.99983541  x   1.00010878  =   0.99994417
 ET1060!UTM  12      -   0.99983541  x   1.00016635  =   1.00000173
 ET1060
 ET1060                          SUPERSEDED SURVEY CONTROL
 ET1060
 ET1060  NAD 83(1986)-  34 26 54.74040(N)    113 19 59.46740(W) AD(       ) 2
 ET1060  NAD 27      -  34 26 54.67119(N)    113 19 56.73961(W) AD(       ) 2
 ET1060  NGVD 29 (07/19/86) 1077.     (m)         3533.     (f) VERT ANG    3  
 ET1060
 ET1060.Superseded values are not recommended for survey control.
 ET1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1060.See file dsdata.txt to determine how the superseded data were derived.
 ET1060
 ET1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8565314360(NAD 83)
 ET1060_MARKER: V = STONE MONUMENT
 ET1060_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ET1060_SP_SET: OBJECT IMBEDDED IN GROUND
 ET1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1060+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET1060
 ET1060  HISTORY     - Date     Condition        Report By
 ET1060  HISTORY     - 1907     MONUMENTED       LOCENG
 ET1060  HISTORY     - 20081130 GOOD             GEOCAC
 ET1060
 ET1060                          STATION DESCRIPTION
 ET1060
 ET1060'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1907 (LF)
 ET1060'THE STATION IS LOCATED ABOUT 25 MILES SOUTHEAST OF WIKIEUP ALONG THE
 ET1060'MOHAVE YAPAPAI COUNTY LINE.
 ET1060'
 ET1060'THE MARK IS A CROSS ON TOP OF A 6 INCH BY 8 INCH STONE STONE MONUMENT
 ET1060'WHICH IS SET IN THE GROUND AND PROJECTS ABOUT 18 INCHES.  IT HAS A Y
 ET1060'CHISELED ON THE EAST FACE, M IS CHISELED ON THE WEST FACE, 74 IS
 ET1060'CHISELED ON THE NORTH FACE AND 408 IS CHISELED ON TOP OF THE MONUMENT.
 ET1060'THE MARK IS BELIVED TO HAVE BEEN SET IN 1907 OR 1908 BY L FRIEL MOHAVE
 ET1060'COUNTY ENGINEER AND PARK W LATIMER YAVAPAI COUNTY ENGINEER.
 ET1060'
 ET1060'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SOUTHEAST
 ET1060'ALONG US HIGHWAY 93 FOR 26.05 MILES TO A CROSS TRAIL AND A CHAIN LINK
 ET1060'FENCE ON THE RIGHT.  PASS THROUGH GATE AND TRAVEL 0.4 MILE TO A CORRAL
 ET1060'AND WINDMILL ON THE RIGHT, CONTINUE ALONG THE MAIN TRAIL CROSSING A
 ET1060'WASH FOR 0.9 MILE TO A FORK, TAKE THE RIGHT FORK AND TRAVEL 0.8
 ET1060'MILE TO A FLAT JUST BEFOR REACHING A BARBWIRE GATE AND END OF TRUCK
 ET1060'TRAVEL.  PACK SOUTH ABOUT 700 FEET TO A POINT JUST BEYOND THE LOW
 ET1060'RIDGE AND NEAR THE BOTTOM OF THE SLOPE.  ABOUT A 7 FOOT HI IS NEEDED
 ET1060'TO SEE STATION HAVE.
 ET1060
 ET1060                          STATION RECOVERY (2008)
 ET1060
 ET1060'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET1060'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET1060'THE DESCRIPTION - THE MONUMENT HAS A CROSS CHISELED ON THE TOP, A Y
 ET1060'CHISELED ON THE EAST FACE, AN M CHISELED ON THE WEST FACE, AND 74 1908
 ET1060'CHISELED ON THE NORTH FACE. IT IS SURROUNDED BY A CIRCLE OF SMALLER
 ET1060'ROCKS AND A LARGER BOULDER TO THE NORTH.
 ET1060' 
 ET1060'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE FLAT AND BARBWIRE
 ET1060'GATE, TRAVEL THROUGH THE BARBWIRE GATE AND TRAVEL 0.3 MILES TO A
 ET1060'SMALLER FLAT AREA THAT IS BEFORE A DOWNWARD CURVE AND PARK. PACK
 ET1060'SOUTHEAST ABOUT 600 FEET TO THE EASTERN SIDE OF A SMALL HILL AND THE
 ET1060'STATION. NOTE THAT DUE TO THE WASHOUTS IN THE ROAD A HIGH CLEARANCE
 ET1060'VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0337 ***********************************************************************
 CF0337  DESIGNATION -  BOUNDARY MON 78 MX US
 CF0337  PID         -  CF0337
 CF0337  STATE/COUNTY-  AZ/COCHISE
 CF0337  USGS QUAD   -  SAN BERNARDINO RANCH (1985)
 CF0337
 CF0337                         *CURRENT SURVEY CONTROL
 CF0337  ___________________________________________________________________
 CF0337* NAD 83(1992)-  31 20 02.15873(N)    109 17 15.04463(W)     ADJUSTED  
 CF0337* NAVD 88     -      1166.85   (+/-2cm)    3828.2    (feet)  VERTCON   
 CF0337  ___________________________________________________________________
 CF0337  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CF0337  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CF0337  HORZ ORDER  -  FIRST
 CF0337  VERT ORDER  -  THIRD ? (See Below)
 CF0337
 CF0337.The horizontal coordinates were established by classical geodetic methods
 CF0337.and adjusted by the National Geodetic Survey in August 1993.
 CF0337
 CF0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0337.The vertical order pertains to the NGVD 29 superseded value.
 CF0337
 CF0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0337
 CF0337.The geoid height was determined by GEOID03.
 CF0337
 CF0337;                    North         East     Units Scale Factor Converg.
 CF0337;SPC AZ E     -    37,354.029   297,022.122   MT  0.99998630   +0 27 26.0
 CF0337;SPC AZ E     -   122,552.59    974,482.03   iFT  0.99998630   +0 27 26.0
 CF0337;UTM  12      - 3,467,877.430   662,923.200   MT  0.99992741   +0 53 26.6
 CF0337
 CF0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0337!SPC AZ E     -   0.99982106  x   0.99998630  =   0.99980736
 CF0337!UTM  12      -   0.99982106  x   0.99992741  =   0.99974848
 CF0337
 CF0337:                Primary Azimuth Mark                     Grid Az
 CF0337:SPC AZ E     -  BOUNDARY MON 78 AZ MK                    013 44 06.3
 CF0337:UTM  12      -  BOUNDARY MON 78 AZ MK                    013 18 05.7
 CF0337
 CF0337|---------------------------------------------------------------------|
 CF0337| PID    Reference Object                     Distance      Geod. Az  |
 CF0337|                                                           dddmmss.s |
 CF0337| CC6146 BOUNDARY MON 78 AZ MK                              0141132.3 |
 CF0337| CC6147 BOUNDARY MON 78 RM 1                 11.026 METERS 03718     |
 CF0337| CF0340 PERILLA                             APPROX.14.8 KM 2915032.3 |
 CF0337| CC6148 BOUNDARY MON 78 RM 2                 14.184 METERS 30544     |
 CF0337| CS7396 BOUNDARY MON 78 DECCA 4             426.110 METERS 3305540.0 |
 CF0337|---------------------------------------------------------------------|
 CF0337
 CF0337                          SUPERSEDED SURVEY CONTROL
 CF0337
 CF0337  NAD 83(1986)-  31 20 02.15938(N)    109 17 15.02623(W) AD(       ) 1
 CF0337  NAD 27      -  31 20 01.78400(N)    109 17 12.80700(W) AD(       ) 1
 CF0337  NGVD 29 (07/19/86) 1166.06   (m)         3825.6    (f) LEVELING    3  
 CF0337
 CF0337.Superseded values are not recommended for survey control.
 CF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0337.See file dsdata.txt to determine how the superseded data were derived.
 CF0337
 CF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6292367877(NAD 83)
 CF0337_MARKER: Z = SEE DESCRIPTION
 CF0337_SETTING: 0 = UNSPECIFIED SETTING
 CF0337
 CF0337  HISTORY     - Date     Condition        Report By
 CF0337  HISTORY     - 1938     MONUMENTED       CGS
 CF0337  HISTORY     - 1956     GOOD             USE
 CF0337  HISTORY     - 1957     GOOD             USGS
 CF0337  HISTORY     - 1973     GOOD             AZHD
 CF0337
 CF0337                          STATION DESCRIPTION
 CF0337
 CF0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0337'STATION IS THE CENTER OF A STANDARD BOUNDARY POST MARKING THE
 CF0337'UNITED STATES-MEXICO BOUNDARY ABOUT 15-1/2 MILES E ALONG THE
 CF0337'BOUNDARY FROM DOUGLAS, ARIZ.
 CF0337'
 CF0337'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CF0337'CONCRETE.
 CF0337'
 CF0337'TO REACH FROM DOUGLAS, GO E ON THE GERONIMO TRAIL FROM ITS
 CF0337'INTERSECTION WITH U.S. HIGHWAY 80 FOR 14 MILES TO A CATTLE GUARD
 CF0337'WHICH IS THE ENTRANCE TO THE SAN BERNARDINO RANCH.  PASSING
 CF0337'OVER CATTLE GUARD CONTINUE ON THE GERONIMO TRAIL FOR 2.5 MILES
 CF0337'TO ITS INTERSECTION WITH THE PRIVATE ROAD LEADING TO THE SAN
 CF0337'BERNARDINO RANCH BUILDINGS.  CONTINUE ON THE PRIVATE ROAD FOR
 CF0337'0.2 MILE AND THE AZIMUTH MARK IS TO THE S OF THE ROAD, ABOUT 8
 CF0337'PACES FROM THE CENTER THEREOF.  TURN RIGHT, S, AT THE AZIMUTH
 CF0337'MARK AND GO CROSS COUNTRY FOR 0.15 MILE TO BOUNDARY MONUMENT
 CF0337'NO. 78.
 CF0337'
 CF0337'THE AZIMUTH AND REFERENCE MARKS ARE STAMPED UNITED STATES-MEXICO
 CF0337'BOUNDARY MONUMENT NO. 78 - 1938.  THE STATION IS THE CENTER
 CF0337'POINT OF A CAST IRON POST ABOUT 7 FEET HIGH, BEING 0.3 METER IN
 CF0337'DIAMETER AT ITS BOTTOM WHERE IT FITS TO A LARGER BASE, ALL
 CF0337'BEING MOUNTED ON A CONCRETE FOUNDATION.  IN THIS CONCRETE
 CF0337'FOUNDATION S 45 DEG E, SET IN A DRILL HOLE,
 CF0337'IS A BRONZE DISK MARKED WITH A CENTER, A MARK OF THE
 CF0337'INTERNATIONAL BOUNDARY COMMISSION AND THE MEXICAN COMISION DE
 CF0337'LIMETES.  ON IT IS STAMPED THE ELEVATIONS 3825.63 FEET AND
 CF0337'1866.054 METERS.
 CF0337'
 CF0337'OBSERVATIONS WERE MADE FROM A STAND BUILT AROUND THE MONUMENT,
 CF0337'THE INSTRUMENT BEING SUPPORTED ON A STAND THAT FITTED AS A
 CF0337'COLLAR AROUND THE MONUMENT.
 CF0337'
 CF0337'DISTANCES TO THE REFERENCE MARKS WERE MEASURED FROM THE CENTER
 CF0337'OF THE TELESCOPE, AND VERTICAL DIRECTIONS TAKEN.  THE DISTANCE
 CF0337'SHOWN ON THE FRONT OF THE CARD IS THE COMPUTED HORIZONTAL
 CF0337'DISTANCE.
 CF0337'
 CF0337'THE BRONZE DISK (OF THE BOUNDARY COMMISSIONS) WAS COMPUTED
 CF0337'AS BEING 0.705 METERS FROM THE CENTER OF THE MONUMENT.
 CF0337'
 CF0337'THE BOUNDARY FENCE, A NEW SEVEN WIRE (BARBED) FENCE SUPPORTED
 CF0337'WITH STEEL POSTS IS 4 FEET FROM THE CENTER OF THE MONUMENT.
 CF0337
 CF0337                          STATION RECOVERY (1956)
 CF0337
 CF0337'RECOVERY NOTE BY US ENGINEERS 1956
 CF0337'STATION RECOVERED AS DESCRIBED.
 CF0337'
 CF0337'BOTH REFERENCE MARKS AND AZIMUTH MARK ALSO RECOVERED.
 CF0337
 CF0337                          STATION RECOVERY (1957)
 CF0337
 CF0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0337'RECOVERED AS DESCRIBED BY NGS IN 1938 IN DESCRIPTION LIST 31 109
 CF0337'2, STATION 1006.  ALL MARKS IN GOOD CONDITION.
 CF0337'
 CF0337'STATION MARK - - TOP OF STAND AND CAST-IRON BOUNDARY MONUMENT POST
 CF0337'PROJECTING 8.1 FT ABOVE THE U.S. BOUNDARY COMMISSION TABLET WHICH
 CF0337'CONTAINS LEVEL ELEVATION
 CF0337
 CF0337                          STATION RECOVERY (1973)
 CF0337
 CF0337'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (ARD)
 CF0337'A.  GENERAL LOCATION AS DESCRIBED.
 CF0337'
 CF0337'B.  TO REACH AS PER DESCRIPTION
 CF0337'
 CF0337'C.  STATION MARK IN AND GOOD
 CF0337'
 CF0337'D.  REFERENCE MARKS IN AND GOOD
 CF0337'
 CF0337'E.  AZIMUTH MARK IN AND GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2214 ***********************************************************************
 DV2214  DESIGNATION -  BOUNDARY MON 8 MARICOPA YAVAPAI
 DV2214  PID         -  DV2214
 DV2214  STATE/COUNTY-  AZ/MARICOPA
 DV2214  USGS QUAD   -  VULTURE PEAK (1990)
 DV2214
 DV2214                         *CURRENT SURVEY CONTROL
 DV2214  ___________________________________________________________________
 DV2214* NAD 83(1992)-  33 59 59.67885(N)    112 49 40.79423(W)     ADJUSTED  
 DV2214* NAVD 88     -       793.6    (meters)    2604.     (feet)  VERTCON   
 DV2214  ___________________________________________________________________
 DV2214  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV2214  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DV2214  HORZ ORDER  -  SECOND
 DV2214
 DV2214.The horizontal coordinates were established by classical geodetic methods
 DV2214.and adjusted by the National Geodetic Survey in August 1993.
 DV2214
 DV2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2214
 DV2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2214
 DV2214.The geoid height was determined by GEOID03.
 DV2214
 DV2214;                    North         East     Units Scale Factor Converg.
 DV2214;SPC AZ C     -   333,018.366   129,173.803   MT  0.99998734   -0 30 34.7
 DV2214;SPC AZ C     - 1,092,579.94    423,798.57   iFT  0.99998734   -0 30 34.7
 DV2214;UTM  12      - 3,763,652.357   331,177.317   MT  0.99995135   -1 01 20.8
 DV2214
 DV2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2214!SPC AZ C     -   0.99988006  x   0.99998734  =   0.99986740
 DV2214!UTM  12      -   0.99988006  x   0.99995135  =   0.99983142
 DV2214
 DV2214|---------------------------------------------------------------------|
 DV2214| PID    Reference Object                     Distance      Geod. Az  |
 DV2214|                                                           dddmmss.s |
 DV2214| DV2210 CITRUS                               14.726 METERS 18007     |
 DV2214| ET0968 PACK                                APPROX. 1.0 KM 3112413.3 |
 DV2214|---------------------------------------------------------------------|
 DV2214
 DV2214                          SUPERSEDED SURVEY CONTROL
 DV2214
 DV2214  NAD 83(1986)-  33 59 59.67787(N)    112 49 40.79764(W) AD(       ) 2
 DV2214  NAD 27      -  33 59 59.57432(N)    112 49 38.15187(W) AD(       ) 2
 DV2214  NGVD 29 (07/19/86)  792.9    (m)         2601.     (f) VERT ANG    3  
 DV2214
 DV2214.Superseded values are not recommended for survey control.
 DV2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2214.See file dsdata.txt to determine how the superseded data were derived.
 DV2214
 DV2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3117763652(NAD 83)
 DV2214_MARKER: DS = TRIANGULATION STATION DISK
 DV2214_SETTING: 0 = UNSPECIFIED SETTING
 DV2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2214+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV2214
 DV2214  HISTORY     - Date     Condition        Report By
 DV2214  HISTORY     - 1924     MONUMENTED       LOCSUR
 DV2214  HISTORY     - 20070429 GOOD             GEOCAC
 DV2214
 DV2214                          STATION DESCRIPTION
 DV2214
 DV2214'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1924 (T)
 DV2214'THE STATION IS A TRIANGULAR SHAPED MONUMENT ABOUT 2 FEET HIGH A PIPE
 DV2214'SET IN TOP.  THE ATTACHED PLATE ON WEST SIDE READS COR NO 8
 DV2214'LAT. 34 00 00  WEST 27316.5 FT TO COR NO 7  EAST 5395.4 FT TO COR NO 9
 DV2214'A BRONZE PLATE ON THE NORTH SIDE READS YAVAPAI COUNTY 1924.  A BRONZE
 DV2214'PLATE ON THE SOUTH SIDE READS MARICOPA COUNTY 1924.
 DV2214'
 DV2214'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 DV2214'WICKENBURG,  TRAVEL NORTHWEST ALONG US 93 FOR 7.2 MILES TO A ROAD ON
 DV2214'THE LEFT.  TURN LEFT PASSING OVER A CATTLE GUARD FOR 0.35 MILE TO A
 DV2214'CROSSROAD AND A GATE ON THE RIGHT.  TURN RIGHT FOR 1.9 MILES TO A
 DV2214'SECOND GATE, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A FENCE CORNER
 DV2214'AND END OF TRUCK TRAVEL.  FOLLOW FENCELINE UP HILL TO THE TOP OF THE
 DV2214'RIDGE, THE STATION IS ABOUT 450 FEET SOUTH ALONG THE RIDGE.
 DV2214
 DV2214                          STATION RECOVERY (2007)
 DV2214
 DV2214'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0348 ***********************************************************************
 CF0348  DESIGNATION -  BOUNDARY MON 84 A MX US
 CF0348  PID         -  CF0348
 CF0348  STATE/COUNTY-  AZ/COCHISE
 CF0348  USGS QUAD   -  DOUGLAS (1978)
 CF0348
 CF0348                         *CURRENT SURVEY CONTROL
 CF0348  ___________________________________________________________________
 CF0348* NAD 83(1992)-  31 20 02.36953(N)    109 32 14.69888(W)     ADJUSTED  
 CF0348* NAVD 88     -      1230.     (meters)    4035.     (feet)  SCALED    
 CF0348  ___________________________________________________________________
 CF0348  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CF0348  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0348  HORZ ORDER  -  FIRST
 CF0348
 CF0348.The horizontal coordinates were established by classical geodetic methods
 CF0348.and adjusted by the National Geodetic Survey in August 1993.
 CF0348
 CF0348.The orthometric height was scaled from a topographic map.
 CF0348
 CF0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0348
 CF0348.The geoid height was determined by GEOID03.
 CF0348
 CF0348;                    North         East     Units Scale Factor Converg.
 CF0348;SPC AZ E     -    37,197.718   273,240.181   MT  0.99994421   +0 19 38.1
 CF0348;SPC AZ E     -   122,039.76    896,457.29   iFT  0.99994421   +0 19 38.1
 CF0348;UTM  12      - 3,467,541.221   639,145.077   MT  0.99983881   +0 45 38.5
 CF0348
 CF0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0348!SPC AZ E     -   0.99981121  x   0.99994421  =   0.99975543
 CF0348!UTM  12      -   0.99981121  x   0.99983881  =   0.99965005
 CF0348
 CF0348|---------------------------------------------------------------------|
 CF0348| PID    Reference Object                     Distance      Geod. Az  |
 CF0348|                                                           dddmmss.s |
 CF0348| CC6150 BOUNDARY MON 84 A RM 1               13.814 METERS 00839     |
 CF0348| CF0349 DOUGLAS AIRPORT BEACON              APPROX. 2.8 KM 0642738.2 |
 CF0348| CF0339 LARGE LETTER D                      APPROX. 5.9 KM 0755922.6 |
 CF0348| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.13.9 KM 0802258.7 |
 CF0348| CF0345 DOUGLAS ABANDONED SMELTER STK       APPROX. 3.7 KM 2791623.3 |
 CF0348| CF0343 DOUGLAS PHE DODGE LGE PLT STK       APPROX. 5.1 KM 2865806.1 |
 CF0348| CF0342 DOUGLAS PHE DODGE TALL PLT STK      APPROX. 4.9 KM 2871320.2 |
 CF0348| CC6149 BOUNDARY MON 84 A AZ MK                            2941812.5 |
 CF0348| CC6151 BOUNDARY MON 84 A RM 2               15.427 METERS 29509     |
 CF0348| CF0344 DOUGLAS ARIZ EDISON ELEC STACK      APPROX. 2.2 KM 3101856.9 |
 CF0348| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX.23.1 KM 3181453.0 |
 CF0348| CF0346 DOUGLAS WEST MUNICIPAL TANK         APPROX. 1.8 KM 3495708.4 |
 CF0348| CF0347 DOUGLAS EAST MUNICIPAL TANK         APPROX. 1.8 KM 3504937.4 |
 CF0348|---------------------------------------------------------------------|
 CF0348
 CF0348                          SUPERSEDED SURVEY CONTROL
 CF0348
 CF0348  NAD 83(1986)-  31 20 02.36649(N)    109 32 14.68181(W) AD(       ) 1
 CF0348  NAD 27      -  31 20 01.99200(N)    109 32 12.43900(W) AD(       ) 1
 CF0348
 CF0348.Superseded values are not recommended for survey control.
 CF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0348.See file dsdata.txt to determine how the superseded data were derived.
 CF0348
 CF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3914567541(NAD 83)
 CF0348_MARKER: DB = BENCH MARK DISK
 CF0348_SETTING: 0 = UNSPECIFIED SETTING
 CF0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0348+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2007
 CF0348
 CF0348  HISTORY     - Date     Condition        Report By
 CF0348  HISTORY     - 1938     MONUMENTED       IBC
 CF0348  HISTORY     - 1958     GOOD             AMS
 CF0348  HISTORY     - 1973     GOOD             AZHD
 CF0348  HISTORY     - 19981001 GOOD             USPSQD
 CF0348  HISTORY     - 20070322 GOOD             PROJEC
 CF0348
 CF0348                          STATION DESCRIPTION
 CF0348
 CF0348'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FGJ)
 CF0348'LOCATED AT THE EASTERN OUTSKIRTS OF DOUGLAS, ARIZ., ON THE
 CF0348'INTERNATIONAL BOUNDARY BETWEEN UNITED STATES OF AMERICA
 CF0348'AND MEXICO, ABOUT 0.1 MILE S OF THE DOUGLAS CEMETERY, AND
 CF0348'3.6 FEET S OF THE WIRE FENCE WHICH FOLLOWS THE BOUNDARY.  THE
 CF0348'MARK IS THE PEAK, OR HIGHEST POINT OF THE PYRAMIDAL SHAPED
 CF0348'MONUMENT (WHICH RESEMBLES WASHINGTON MONUMENT IN WASHINGTON,
 CF0348'D.C.).  THE MONUMENT BEING ABOUT 7 FEET HIGH AND 0.3 METER SQUARE
 CF0348'AT THE BASE.  THE MONUMENT IS MADE OF STEEL AND IS BOLTED
 CF0348'TO A CONCRETE BASE WHICH PROJECTS SLIGHTLY FROM THE
 CF0348'GROUND.  THERE IS A BENCH MARK TABLET SET IN THIS CONCRETE
 CF0348'BASE WHICH IS 0.28 METER NE OF THE NE CORNER OF THE MONUMENT.
 CF0348'THE BENCH MARK IS STAMPED INTERNATIONAL BOUNDARY
 CF0348'COMMISSION, UNITED STATES, 4033.253 FEET.  COMISION DE
 CF0348'LIMETES, MEXICO, 1229.336 METERS.  THE MONUMENT IS
 CF0348'INSCRIBED U.S. - MEXICO MON. NO. 84 A IN THE ENGLISH
 CF0348'LANGUAGE ON THE N SIDE AND A SIMILAR INSCRIPTION IN SPANISH ON
 CF0348'THE S SIDE.
 CF0348'
 CF0348'THE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0348'SET IN CONCRETE.
 CF0348'
 CF0348'THE AZIMUTH MARK IS LOCATED AT THE CORNER OF A AVENUE AND
 CF0348'THIRD STREET IN DOUGLAS.  IT IS 25 FEET S OF THE CENTER LINE
 CF0348'OF THIRD STREET.  51 FEET E OF THE CENTER LINE OF A AVENUE,
 CF0348'AND 19.05 FEET SE OF THE SE END OF A CONCRETE CULVERT ABUTMENT.
 CF0348'
 CF0348'THE STATION IS REACHED FROM THE POST OFFICE IN DOUGLAS, BY
 CF0348'GOING E TO A AVENUE.  THENCE TURN RIGHT AND GO S ON A AVENUE
 CF0348'TO THE INTERSECTION OF THIRD STREET, AN AZIMUTH MARK ON THE
 CF0348'LEFT.  THENCE TURN LEFT AND GO E ON THIRD STREET FOR 0.15
 CF0348'MILE TO THE GATE ENTRANCE TO THE CEMETERY.  THENCE LEAVE
 CF0348'THIRD STREET JUST BEFORE IT ENTERS THE CEMETERY GATE.  TURN
 CF0348'RIGHT ON A TRACK ROAD WHICH FOLLOWS THE CEMETERY FENCE S AND
 CF0348'THEN E FOR 0.3 MILE TO A FORK AND A HOUSE ON THE RIGHT.
 CF0348'THENCE TAKE RIGHT FORK AROUND THE W SIDE OF THE HOUSE TO A
 CF0348'WIRE FENCE AND STATION, ABOUT 150 FEET S OF THE HOUSE.
 CF0348
 CF0348                          STATION RECOVERY (1958)
 CF0348
 CF0348'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0348'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 CF0348'
 CF0348'UNABLE TO LOCATE REFERENCE MARK 1.
 CF0348'
 CF0348'THE STATION IS LOCATED 13 FEET S OF CENTERLINE OF BORDER TRAIL
 CF0348'AND AT W TIP OF BUSH.  51 FEET SE OF DIM TRAIL NE-SW.
 CF0348
 CF0348                          STATION RECOVERY (1973)
 CF0348
 CF0348'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (GM)
 CF0348'A. GENERAL LOCATION-EASTERN OUTSKIRTS OF DOUGLAS ARIZ. ON
 CF0348'INTERNATIONAL BOUNDRY BETWEEN U.S. OF A. AND MEXICO, ABOUT
 CF0348'0.1 MI S OF DOUGLAS CEMETERY, AND 3.6 FT. S. OF BOUNDRY FENCE
 CF0348'
 CF0348'B. TO REACH-FROM POST OFFICE IN DOUGLAS AT THE CORNER OF 10TH
 CF0348'ST. AND E AVE. GO EAST ON 10TH ST. 5 BLOCKS OR 0.40 MI. TO
 CF0348'A AVE.  SOUTH ON A AVE. FOR 7 BLOCKS OR 0.47 MI. TO 3RD ST.
 CF0348'GO EAST ON 3RD ST. FOR 0.20 MI. TO END OF STREET AND ENTRANCE
 CF0348'OF CEMETERY.  TURN RIGHT AND CONTINUE FOR 0.20 MI TO END OF
 CF0348'CEMETERY FENCE.  TURN LEFT (EAST) AND FOLLOW TRACK ROAD 0.10 MI.
 CF0348'TO DYKE.  CROSS AND CONTINUE ALONG BOUNDRY FENCE FOR 0.15 MI
 CF0348'TO STATION ON THE RIGHT.
 CF0348'
 CF0348'C. STATION MARK-AS DESCRIBED
 CF0348'
 CF0348'D. REFERENCE MARKS-1 AND 2 IN AND GOOD (1 WAS NOT LOCATED IN
 CF0348'1958)
 CF0348'
 CF0348'E. AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME.
 CF0348
 CF0348                          STATION RECOVERY (1998)
 CF0348
 CF0348'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0348'RECOVERED IN GOOD CONDITION.
 CF0348
 CF0348                          STATION RECOVERY (2007)
 CF0348
 CF0348'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (PM)
 CF0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0354 ***********************************************************************
 CF0354  DESIGNATION -  BOUNDARY MON 91 MX US
 CF0354  PID         -  CF0354
 CF0354  STATE/COUNTY-  AZ/COCHISE
 CF0354  USGS QUAD   -  BISBEE SE (1958)
 CF0354
 CF0354                         *CURRENT SURVEY CONTROL
 CF0354  ___________________________________________________________________
 CF0354* NAD 83(1992)-  31 20 02.54376(N)    109 52 23.00307(W)     ADJUSTED  
 CF0354* NAVD 88     -      1481.63   (+/-2cm)    4861.0    (feet)  VERTCON   
 CF0354  ___________________________________________________________________
 CF0354  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CF0354  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CF0354  HORZ ORDER  -  SECOND
 CF0354  VERT ORDER  -  THIRD ? (See Below)
 CF0354
 CF0354.The horizontal coordinates were established by classical geodetic methods
 CF0354.and adjusted by the National Geodetic Survey in August 1993.
 CF0354
 CF0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0354.The vertical order pertains to the NGVD 29 superseded value.
 CF0354
 CF0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0354
 CF0354.The geoid height was determined by GEOID03.
 CF0354
 CF0354;                    North         East     Units Scale Factor Converg.
 CF0354;SPC AZ E     -    37,069.314   241,300.071   MT  0.99990963   +0 09 09.7
 CF0354;SPC AZ E     -   121,618.48    791,666.90   iFT  0.99990963   +0 09 09.7
 CF0354;UTM  12      - 3,467,171.249   607,211.216   MT  0.99974177   +0 35 09.9
 CF0354
 CF0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0354!SPC AZ E     -   0.99977171  x   0.99990963  =   0.99968136
 CF0354!UTM  12      -   0.99977171  x   0.99974177  =   0.99951354
 CF0354
 CF0354:                Primary Azimuth Mark                     Grid Az
 CF0354:SPC AZ E     -  MULE                                     325 52 50.1
 CF0354:UTM  12      -  MULE                                     325 26 49.9
 CF0354
 CF0354|---------------------------------------------------------------------|
 CF0354| PID    Reference Object                     Distance      Geod. Az  |
 CF0354|                                                           dddmmss.s |
 CF0354| CF0355 MULE                                APPROX.14.7 KM 3260159.8 |
 CF0354|---------------------------------------------------------------------|
 CF0354
 CF0354                          SUPERSEDED SURVEY CONTROL
 CF0354
 CF0354  NAD 83(1986)-  31 20 02.53303(N)    109 52 22.99027(W) AD(       ) 2
 CF0354  NAD 27      -  31 20 02.16800(N)    109 52 20.72700(W) AD(       ) 2
 CF0354  NGVD 29 (07/19/86) 1480.79   (m)         4858.2    (f) LEVELING    3  
 CF0354
 CF0354.Superseded values are not recommended for survey control.
 CF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0354.See file dsdata.txt to determine how the superseded data were derived.
 CF0354
 CF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0721167171(NAD 83)
 CF0354_MARKER: Z = SEE DESCRIPTION
 CF0354_SETTING: 0 = UNSPECIFIED SETTING
 CF0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0354+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2007
 CF0354
 CF0354  HISTORY     - Date     Condition        Report By
 CF0354  HISTORY     - 1910     MONUMENTED       CGS
 CF0354  HISTORY     - 1957     GOOD             USGS
 CF0354  HISTORY     - 1958     SEE DESCRIPTION  FAS
 CF0354  HISTORY     - 1973     GOOD             AZHD
 CF0354  HISTORY     - 20070326 GOOD             PROJEC
 CF0354
 CF0354                          STATION DESCRIPTION
 CF0354
 CF0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CF0354'ON THE CENTER ONE OF THREE SMALL HILLS, 4-1/2 MILES DIRECTLY
 CF0354'EAST OF NACO, A TOWN ON THE EL PASO AND SOUTHWESTERN RAILROAD,
 CF0354'ONE-HALF MILE SOUTH OF THE NACO-DOUGLAS ROAD AND THREE-FOURTHS
 CF0354'MILE SOUTH OF THE RAILROAD.  THE MONUMENT IS OF IRON AND
 CF0354'RESTS ON A CONCRETE BASE.  IT WAS OCCUPIED ECCENTRICALLY,
 CF0354'THE ECCENTRIC POINT, MARKED BY A SMALL CROSS CUT IN THE
 CF0354'SOLID ROCK, BEING 3 METERS FROM THE MONUMENT, N 75 DEG 14 MIN W.
 CF0354
 CF0354                          STATION RECOVERY (1957)
 CF0354
 CF0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0354'RECOVERED AS DESCRIBED BY NGS IN 1910 IN DESCRIPTION LIST 31
 CF0354'109 3, STATION 1008.  ALL MARKS IN GOOD CONDITION.
 CF0354
 CF0354                          STATION RECOVERY (1958)
 CF0354
 CF0354'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1958
 CF0354'A U.S.-MEXICO INTERNATIONAL BOUNDARY COMMISSION BRONZE DISK,
 CF0354'STAMPED ELEV. 1480.785 METERS, AND SET IN A CONCRETE FOUNDATION
 CF0354'SUPPORTING 6 FOOT HIGH STEEL BOUNDARY MONUMENT.  DISK IS
 CF0354'1.75 FEET FROM CENTER OF STEEL MONUMENT.  AZIMUTH FROM STEEL
 CF0354'MONUMENT TO BRONZE DISK IS APPROXIMATELY 135 DEG.  THERE WAS AN
 CF0354'OLD SIGNAL ON THE DISK WHEN WE RECOVERED THE STATION.
 CF0354
 CF0354                          STATION RECOVERY (1973)
 CF0354
 CF0354'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973
 CF0354'A. GENERAL LOCATION-4-1/2 DIRECTLY EAST OF NACO ALONG THE
 CF0354'U.S.-MEXICO BORDER FENCE.  IN THE N.E. CORNER OF SECTION 23,
 CF0354'T24S, R24E
 CF0354'
 CF0354'B. TO REACH-DRIVE EAST ALONG THE BORDER FENCE FROM NACO FOR
 CF0354'4.4 MILES TO END OF TRUCK TRAVEL.  PACK EAST TO TOP OF
 CF0354'LIMESTONE RIDGE AND THE STA.
 CF0354'
 CF0354'C. STATION MARK-A 7 IN HIGH STEEL MONUMENT 1 FT. SQUARE AT THE
 CF0354'BOTTOM ON TOP OF A 3 FT. SQUARE CONC. BASE
 CF0354'
 CF0354'D. REFERENCE MARKS-NONE
 CF0354'
 CF0354'E. AZIMUTH MARK-NONE
 CF0354
 CF0354                          STATION RECOVERY (2007)
 CF0354
 CF0354'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (PM)
 CF0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0994 ***********************************************************************
 CG0994  DESIGNATION -  BOUNDARY MON 98 MX US
 CG0994  PID         -  CG0994
 CG0994  STATE/COUNTY-  AZ/COCHISE
 CG0994  USGS QUAD   -  BOB THOMPSON PEAK (1952)
 CG0994
 CG0994                         *CURRENT SURVEY CONTROL
 CG0994  ___________________________________________________________________
 CG0994* NAD 83(1992)-  31 20 02.85068(N)    110 09 23.39376(W)     ADJUSTED  
 CG0994* NAVD 88     -      1322.     (meters)    4337.     (feet)  SCALED    
 CG0994  ___________________________________________________________________
 CG0994  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CG0994  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CG0994  HORZ ORDER  -  SECOND
 CG0994
 CG0994.The horizontal coordinates were established by classical geodetic methods
 CG0994.and adjusted by the National Geodetic Survey in August 1993.
 CG0994
 CG0994.The orthometric height was scaled from a topographic map.
 CG0994
 CG0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0994
 CG0994.The geoid height was determined by GEOID03.
 CG0994
 CG0994;                    North         East     Units Scale Factor Converg.
 CG0994;SPC AZ E     -    37,041.582   214,327.626   MT  0.99990001   +0 00 19.0
 CG0994;SPC AZ E     -   121,527.50    703,174.63   iFT  0.99990001   +0 00 19.0
 CG0994;UTM  12      - 3,466,939.541   580,244.991   MT  0.99967942   +0 26 19.2
 CG0994
 CG0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0994!SPC AZ E     -   0.99979687  x   0.99990001  =   0.99969690
 CG0994!UTM  12      -   0.99979687  x   0.99967942  =   0.99947636
 CG0994
 CG0994:                Primary Azimuth Mark                     Grid Az
 CG0994:SPC AZ E     -  BOUNDARY MON 98 AZ MK                    038 09 02.8
 CG0994:UTM  12      -  BOUNDARY MON 98 AZ MK                    037 43 02.6
 CG0994
 CG0994|---------------------------------------------------------------------|
 CG0994| PID    Reference Object                     Distance      Geod. Az  |
 CG0994|                                                           dddmmss.s |
 CG0994| CC7026 BOUNDARY MON 98 AZ MK                              0380921.8 |
 CG0994| CC7027 BOUNDARY MON 98 RM 1                 19.615 METERS 08036     |
 CG0994| CG0993 BOUNDARY MON 98 NW CORNER             0.984 METERS 32048     |
 CG0994| CC7028 BOUNDARY MON 98 RM 2                 17.623 METERS 34827     |
 CG0994|---------------------------------------------------------------------|
 CG0994
 CG0994                          SUPERSEDED SURVEY CONTROL
 CG0994
 CG0994  NAD 83(1986)-  31 20 02.84304(N)    110 09 23.38029(W) AD(       ) 2
 CG0994  NAD 27      -  31 20 02.47100(N)    110 09 21.10100(W) AD(       ) 2
 CG0994
 CG0994.Superseded values are not recommended for survey control.
 CG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0994.See file dsdata.txt to determine how the superseded data were derived.
 CG0994
 CG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8024566940(NAD 83)
 CG0994_MARKER: Z = SEE DESCRIPTION
 CG0994_SETTING: 0 = UNSPECIFIED SETTING
 CG0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0994+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 CG0994
 CG0994  HISTORY     - Date     Condition        Report By
 CG0994  HISTORY     - 1938     MONUMENTED       CGS
 CG0994  HISTORY     - 20070327 GOOD             PROJEC
 CG0994
 CG0994                          STATION DESCRIPTION
 CG0994
 CG0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0994'STATION IS A CONCRETE MONUMENT 4.17 FEET SQUARE AT THE BOTTOM AND
 CG0994'SET ON A 4.64-FOOT SQUARE BASE, AND ABOUT 2 FEET SQUARE AT TOP,
 CG0994'AND IS ABOUT 12 FEET HIGH.  IT IS BUILT ON THE DESIGN OF THE
 CG0994'WASHINGTON MONUMENT.  IT IS ON THE INTERSECTION OF THE TOWNSHIP
 CG0994'AND BORDER LINES.  ABOUT 7-1/2 MILES S OF HEREFORD AND 3-1/2
 CG0994'MILES W.  ABOUT 3 MILES S AND 2 MILES W OF THE PALOMINAS SCHOOL,
 CG0994'AND ABOUT 1/2 MILE W OF SAN PEDRO RIVER.
 CG0994'
 CG0994'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CG0994'CONCRETE.
 CG0994'
 CG0994'TO REACH FROM HEREFORD GO W N THE HIGHWAY TOWARDS FORT HUACHUCA
 CG0994'1.4 MILES.  TURN LEFT AND GO S ON THE ROAD TO PALOMINAS 4.0
 CG0994'MILES TO THE PALOMINAS SCHOOL.  TURN RIGHT AND GO W 0.75 MILE
 CG0994'ON OILED ROAD.  TURN LEFT OFF THE OILED ROAD, GO THROUGH GATE AND
 CG0994'GO S ON A TRACK ROAD 0.5 MILE.  TURN RIGHT, THROUGH A GATE AND GO
 CG0994'W 0.25 MILE.  FOLLOW THE MAIN ROAD TO THE LEFT AND GO S 0.5 MILE
 CG0994'TO A CATTLE GUARD JUST S OF RANCH BUILDING.  PASS OVER CATTLE
 CG0994'GUARD AND CONTINUE S 1.0 MILE.  TURN LEFT THROUGH A GATE AND TURN
 CG0994'S AGAIN AND GO 0.5 MILE.  TURN RIGHT, THROUGH A GATE AND GO W 0.55
 CG0994'MILE TO A FENCE CORNER.  AZIMUTH MARK IS HERE AND IS 7 YARDS E OF
 CG0994'CORNER, 1 FOOT S OF FENCE, BETWEEN THE SECOND AND THIRD FENCE
 CG0994'POSTS FROM THE CORNER.  TURN LEFT OFF THE TRACK ROAD AND GO S
 CG0994'ACROSS COUNTRY 0.7 MILE TO THE BORDER FENCE.  TURN RIGHT AND GO
 CG0994'W ALONG THE FENCE 0.5 MILE TO THE STATION AT THE TOP OF A
 CG0994'GRAVELLY BANK.
 CG0994'
 CG0994'THE INTERNATIONAL BOUNDARY COMMISSION BENCH MARK IS IN THE NW
 CG0994'CORNER OF THE BASE ON WHICH THE MONUMENT IS SET.  SINCE IT IS
 CG0994'SO CLOSE TO THE STATION AND SO FAR BELOW, THE ANGLE TO IT IS
 CG0994'APPROXIMATE AND THE DISTANCE GIVEN IS THE DISTANCE FROM TOP TO
 CG0994'BOTTOM OF THE MONUMENT PLUS THE DISTANCE FROM THE MARK TO THE
 CG0994'CORNER.
 CG0994'
 CG0994'REFERENCE MARK NO. 1 IS E X N OF STATION, 1.99 METERS N OF
 CG0994'BOUNDARY FENCE.  IT IS INSCRIBED AS FOLLOWS--US MEXICO, MON. NO.
 CG0994'98, 1938.
 CG0994'
 CG0994'REFERENCE MARK NO. 2 IS NNW OF STATION, 16.33 METERS N OF THE
 CG0994'BOUNDARY FENCE.  IT IS INSCRIBED AS FOLLOWS--US MEXICO, MON. NO.
 CG0994'98, 1938.
 CG0994'
 CG0994'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NE OF STATION AND IS
 CG0994'INSCRIBED THE SAME AS THE REFERENCE MARKS.
 CG0994
 CG0994                          STATION RECOVERY (2007)
 CG0994
 CG0994'RECOVERY NOTE BY PROJECT ENGINEERING CONSULTANTS 2007 (PM)
 CG0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2002 ***********************************************************************
 DU2002  DESIGNATION -  BOUNDARY MON M C CO 76
 DU2002  PID         -  DU2002
 DU2002  STATE/COUNTY-  AZ/GILA
 DU2002  USGS QUAD   -  INSPIRATION (1982)
 DU2002
 DU2002                         *CURRENT SURVEY CONTROL
 DU2002  ___________________________________________________________________
 DU2002* NAD 83(1992)-  33 25 03.35978(N)    110 52 33.13936(W)     ADJUSTED  
 DU2002* NAVD 88     -      1226.     (meters)    4022.     (feet)  SCALED    
 DU2002  ___________________________________________________________________
 DU2002  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DU2002  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU2002  HORZ ORDER  -  SECOND
 DU2002
 DU2002.The horizontal coordinates were established by classical geodetic methods
 DU2002.and adjusted by the National Geodetic Survey in August 1993.
 DU2002
 DU2002.The orthometric height was scaled from a topographic map.
 DU2002
 DU2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2002
 DU2002.The geoid height was determined by GEOID03.
 DU2002
 DU2002;                    North         East     Units Scale Factor Converg.
 DU2002;SPC AZ E     -   268,286.984   147,402.391   MT  0.99995362   -0 23 26.2
 DU2002;SPC AZ E     -   880,206.64    483,603.65   iFT  0.99995362   -0 23 26.2
 DU2002;UTM  12      - 3,697,590.552   511,540.587   MT  0.99960164   +0 04 06.1
 DU2002
 DU2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2002!SPC AZ E     -   0.99981194  x   0.99995362  =   0.99976557
 DU2002!UTM  12      -   0.99981194  x   0.99960164  =   0.99941365
 DU2002
 DU2002                          SUPERSEDED SURVEY CONTROL
 DU2002
 DU2002  NAD 83(1986)-  33 25 03.35529(N)    110 52 33.13934(W) AD(       ) 2
 DU2002  NAD 27      -  33 25 03.15600(N)    110 52 30.73300(W) AD(       ) 2
 DU2002
 DU2002.Superseded values are not recommended for survey control.
 DU2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2002.See file dsdata.txt to determine how the superseded data were derived.
 DU2002
 DU2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1154197591(NAD 83)
 DU2002_MARKER: Z = SEE DESCRIPTION
 DU2002_SETTING: 0 = UNSPECIFIED SETTING
 DU2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2002
 DU2002  HISTORY     - Date     Condition        Report By
 DU2002  HISTORY     - 1938     MONUMENTED       CGS
 DU2002  HISTORY     - 19950725 GOOD             USPSQD
 DU2002  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 DU2002
 DU2002                          STATION DESCRIPTION
 DU2002
 DU2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DU2002'TO REACH FROM CHIEF HOTEL IN MIAMI, GO E ON U.S. 60 AND 70, 1.3
 DU2002'MILES TO SCHOOL BUILDINGS WITH PEDESTRIAN OVERPASS IN FRONT.
 DU2002'TURN L OFF HIGHWAY JUST W OF SCHOOL, SIGN INSPIRATION COPPER
 DU2002'CO. INTERNATIONAL SMELTER AND GO 0.7 MILE.  CROSS BRIDGE AND
 DU2002'CONTINUE STRAIGHT AHEAD ON L FORK (OTHER ROAD GOES TO SMELTER)
 DU2002'0.8 MILE.  *TAKE R FORK, MAIN-TRAVELED ROAD, AND GO 0.3 MILE.
 DU2002'CONTINUE STRAIGHT AHEAD AT FORKS, SIGN MOONSHINE HILL, AND GO
 DU2002'0.4 MILE, TURN R ACROSS BLACK BRIDGE AND GO 0.5 MILE TO END OF
 DU2002'TRUCK TRAVEL, END OF STREET, AND GARAGES BUILT ACROSS END OF
 DU2002'STREET.  PACK N ABOUT 3 MINUTES TO TOP OF HILL AND STATION
 DU2002'IN BACK OF HOUSES.
 DU2002'
 DU2002'BOUNDARY MONUMENT IS A 1-INCH PIPE SET IN CONCRETE AND FOLLOWING
 DU2002'INITIALS MARKED IN CONCRETE--M.C. CO. -76.
 DU2002
 DU2002                          STATION RECOVERY (1995)
 DU2002
 DU2002'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2002'RECOVERED IN GOOD CONDITION.
 DU2002
 DU2002                          STATION RECOVERY (2006)
 DU2002
 DU2002'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2002'A PORTABLE CELLULAR SITE IS NOW LOCATED ON TOP OF THE ADJUSTED
 DU2002'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0931 ***********************************************************************
 ET0931  DESIGNATION -  BOUNDARY MON MARICOPA YAVAPAI CNTY
 ET0931  PID         -  ET0931
 ET0931  STATE/COUNTY-  AZ/MARICOPA
 ET0931  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0931
 ET0931                         *CURRENT SURVEY CONTROL
 ET0931  ___________________________________________________________________
 ET0931* NAD 83(1992)-  34 02 52.20952(N)    112 09 40.57867(W)     ADJUSTED  
 ET0931* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 ET0931  ___________________________________________________________________
 ET0931  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 ET0931  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 ET0931  HORZ ORDER  -  SECOND
 ET0931
 ET0931.The horizontal coordinates were established by classical geodetic methods
 ET0931.and adjusted by the National Geodetic Survey in August 1993.
 ET0931
 ET0931.The orthometric height was scaled from a topographic map.
 ET0931
 ET0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0931
 ET0931.The geoid height was determined by GEOID03.
 ET0931
 ET0931;                    North         East     Units Scale Factor Converg.
 ET0931;SPC AZ C     -   337,986.410   190,777.110   MT  0.99990628   -0 08 13.0
 ET0931;SPC AZ C     - 1,108,879.30    625,909.15   iFT  0.99990628   -0 08 13.0
 ET0931;UTM  12      - 3,768,068.153   392,816.452   MT  0.99974162   -0 39 00.9
 ET0931
 ET0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0931!SPC AZ C     -   0.99989901  x   0.99990628  =   0.99980530
 ET0931!UTM  12      -   0.99989901  x   0.99974162  =   0.99964066
 ET0931
 ET0931                          SUPERSEDED SURVEY CONTROL
 ET0931
 ET0931  NAD 83(1986)-  34 02 52.20413(N)    112 09 40.58116(W) AD(       ) 2
 ET0931  NAD 27      -  34 02 52.08070(N)    112 09 38.00440(W) AD(       ) 2
 ET0931
 ET0931.Superseded values are not recommended for survey control.
 ET0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0931.See file dsdata.txt to determine how the superseded data were derived.
 ET0931
 ET0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9281668068(NAD 83)
 ET0931_MARKER: DD = SURVEY DISK
 ET0931_SETTING: 0 = UNSPECIFIED SETTING
 ET0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0931
 ET0931  HISTORY     - Date     Condition        Report By
 ET0931  HISTORY     - 1959     MONUMENTED       CGS
 ET0931
 ET0931                          STATION DESCRIPTION
 ET0931
 ET0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0931'YAVAPAI-MARICOPA COUNTY BOUNDARY MONUMENT IS A TRIANGULAR
 ET0931'SHAPED CONCRETE MONUMENT THAT PROJECTS 3 FEET.  THE WORDS
 ET0931'YAVAPAI AND MARICOPA ARE CAST IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0469 ***********************************************************************
 ER0469  DESIGNATION -  BOUNDARY MP 197 RM 3
 ER0469  PID         -  ER0469
 ER0469  STATE/COUNTY-  AZ/APACHE
 ER0469  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0469
 ER0469                         *CURRENT SURVEY CONTROL
 ER0469  ___________________________________________________________________
 ER0469* NAD 83(1992)-  34 08 57.94102(N)    109 02 55.35745(W)     ADJUSTED  
 ER0469* NAVD 88     -      2296.9    (meters)    7536.     (feet)  VERTCON   
 ER0469  ___________________________________________________________________
 ER0469  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 ER0469  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 ER0469  HORZ ORDER  -  SECOND
 ER0469
 ER0469.The horizontal coordinates were established by classical geodetic methods
 ER0469.and adjusted by the National Geodetic Survey in August 1993.
 ER0469
 ER0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0469
 ER0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0469
 ER0469.The geoid height was determined by GEOID03.
 ER0469
 ER0469;                    North         East     Units Scale Factor Converg.
 ER0469;SPC AZ E     -   349,791.950   316,453.079   MT  1.00003097   +0 37 39.4
 ER0469;SPC AZ E     - 1,147,611.38  1,038,231.89   iFT  1.00003097   +0 37 39.4
 ER0469;SPC NM W     -   349,900.490   717,920.846   MT  1.00007146   -0 40 56.4
 ER0469;SPC NM W     - 1,147,965.19  2,355,378.64   sFT  1.00007146   -0 40 56.4
 ER0469;UTM  12      - 3,780,444.444   679,894.187   MT  0.99999893   +1 05 44.4
 ER0469
 ER0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0469!SPC AZ E     -   0.99964303  x   1.00003097  =   0.99967399
 ER0469!SPC NM W     -   0.99964303  x   1.00007146  =   0.99971447
 ER0469!UTM  12      -   0.99964303  x   0.99999893  =   0.99964196
 ER0469
 ER0469|---------------------------------------------------------------------|
 ER0469| PID    Reference Object                     Distance      Geod. Az  |
 ER0469|                                                           dddmmss.s |
 ER0469| CD1537 BOUNDARY MP 197 RM 1                               14325     |
 ER0469| CD1536 BOUNDARY MP 197 AZ NM                              1472352.2 |
 ER0469| CD1538 BOUNDARY MP 197 RM 2                               15145     |
 ER0469|---------------------------------------------------------------------|
 ER0469
 ER0469                          SUPERSEDED SURVEY CONTROL
 ER0469
 ER0469  NAD 83(1986)-  34 08 57.94006(N)    109 02 55.36294(W) AD(       ) 2
 ER0469  NAD 27      -  34 08 57.76932(N)    109 02 53.08618(W) AD(       ) 2
 ER0469  NGVD 29 (07/19/86) 2296.0    (m)         7533.     (f) VERT ANG    3  
 ER0469
 ER0469.Superseded values are not recommended for survey control.
 ER0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0469.See file dsdata.txt to determine how the superseded data were derived.
 ER0469
 ER0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7989480444(NAD 83)
 ER0469_MARKER: DD = SURVEY DISK
 ER0469_SETTING: 0 = UNSPECIFIED SETTING
 ER0469
 ER0469  HISTORY     - Date     Condition        Report By
 ER0469  HISTORY     - 1934     MONUMENTED       USGLO
 ER0469
 ER0469                          STATION DESCRIPTION
 ER0469
 ER0469'DESCRIBED BY US GENERAL LAND OFFICE 1934 (LCJ)
 ER0469'ABOUT 13 MILES, AIR LINE, E OF SPRINGERVILLE, ARIZONA, ABOUT
 ER0469'1 MILE S OF U.S. HIGHWAY 60, AT THE ARIZONA-NEW MEXICO BOUNDARY
 ER0469'LINE, AND ON A SMALL KNOLL OF AN OPEN RIDGE OF A BROAD MESA,
 ER0469'BEARING E AND NW.  THE G.L.O. REFERENCE MARK NO. 3, A G.L.O.
 ER0469'TABLET SET IN A CONCRETE POST, WAS USED AS THE STATION.
 ER0469'
 ER0469'REFERENCE MARK NO. 1, A STANDARD G.L.O. TABLET SET IN A CONCRETE
 ER0469'POST IS 1,104.00 FEET (SLOPE DISTANCE) FROM THE STATION
 ER0469'S 36 DEG 35 MIN E.
 ER0469'
 ER0469'REFERENCE MARK NO. 2, A STANDARD G.L.O. TABLET SET IN A CONCRETE
 ER0469'POST, IS 1,029.00 FEET (SLOPE DISTANCE) FROM THE STATION
 ER0469'S 28 DEG 15 MIN E.
 ER0469'
 ER0469'ARIZONA-NEW MEXICO BOUNDARY MILEPOST NO. 197, MARKED WITH
 ER0469'A G.L.O. TABLET SET IN A CONCRETE POST, IS 1,053.03 FEET (SLOPE
 ER0469'DISTANCE) FROM THE STATION S 32 DEG 36 MIN E.
 ER0469'
 ER0469'TO REACH THE STATION FROM SPRINGERVILLE, ARIZONA, GO E 15.4 MILES
 ER0469'ON U.S. HIGHWAY 60 TO THE STATE LINE, CONTINUE E 0.3 MILE, TURN
 ER0469'OFF THE HIGHWAY ONTO A ROAD LEADING TO THE RIGHT, GO SE ABOUT
 ER0469'0.3 MILE TO A WINDMILL S OF RANCH HOUSE, GO THROUGH THE GATE
 ER0469'JUST N OF THE WINDMILL AND FOLLOW THE OLD ROAD E AND S 1.15
 ER0469'MILES TO TOP OF MESA AND EDGE OF TIMBER, CONTINUE ABOUT 100
 ER0469'YARDS, TURN RIGHT AND GO ALONG THE OPEN TOP OF THE RIDGE 0.5
 ER0469'MILE, SWING TO THE RIGHT AND DRIVE NEARLY DUE W 0.8 MILE TO A
 ER0469'FENCE LINE, TURN RIGHT AND FOLLOW THE FENCE LINE ABOUT 0.2
 ER0469'MILE, WALK ALMOST DUE W ABOUT 0.15 MILE TO THE TOP OF A LITTLE
 ER0469'KNOLL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1101 ***********************************************************************
 FS1101  DESIGNATION -  BOUNDARY PT 1 AZ CA NV
 FS1101  PID         -  FS1101
 FS1101  STATE/COUNTY-  AZ/MOHAVE
 FS1101  USGS QUAD   -  MT MANCHESTER (1983)
 FS1101
 FS1101                         *CURRENT SURVEY CONTROL
 FS1101  ___________________________________________________________________
 FS1101* NAD 83(1992)-  35 00 06.43308(N)    114 37 58.54229(W)     ADJUSTED  
 FS1101* NAVD 88     -              **(meters)            **(feet)            
 FS1101  ___________________________________________________________________
 FS1101  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FS1101  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FS1101  HORZ ORDER  -  THIRD
 FS1101
 FS1101.The horizontal coordinates were established by classical geodetic methods
 FS1101.and adjusted by the National Geodetic Survey in August 1993.
 FS1101
 FS1101
 FS1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1101
 FS1101.The geoid height was determined by GEOID03.
 FS1101
 FS1101;                    North         East     Units Scale Factor Converg.
 FS1101;SPC AZ W     -   444,143.452   132,765.106   MT  1.00001336   -0 30 23.3
 FS1101;SPC AZ W     - 1,457,163.56    435,581.06   iFT  1.00001336   -0 30 23.3
 FS1101;SPC CA 5     -   671,733.895 2,307,288.642   MT  0.99993167   +1 55 09.4
 FS1101;SPC CA 5     - 2,203,846.95  7,569,829.49   sFT  0.99993167   +1 55 09.4
 FS1101;SPC NV E     - 8,028,342.757   286,751.536   MT  0.99999272   +0 32 42.7
 FS1101;SPC NV E     -26,339,654.53    940,784.00   sFT  0.99999272   +0 32 42.7
 FS1101;UTM  11      - 3,875,801.590   716,015.691   MT  1.00017513   +1 21 29.8
 FS1101
 FS1101                          SUPERSEDED SURVEY CONTROL
 FS1101
 FS1101  NAD 83(1986)-  35 00 06.44114(N)    114 37 58.54268(W) AD(       ) 4
 FS1101  NAD 27      -  35 00 06.43500(N)    114 37 55.66800(W) AD(       ) 3
 FS1101
 FS1101.Superseded values are not recommended for survey control.
 FS1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1101.See file dsdata.txt to determine how the superseded data were derived.
 FS1101
 FS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1601675802(NAD 83)
 FS1101
 FS1101  HISTORY     - Date     Condition        Report By
 FS1101  HISTORY     - 1893     MONUMENTED       CGS
 FS1101  HISTORY     - 1964     SEE DESCRIPTION  CGS
 FS1101
 FS1101                          STATION DESCRIPTION
 FS1101
 FS1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1101'BOUNDARY PT. NO. 1 IS AT THE INTERSECTION OF THE 35TH ASTRONOMIC
 FS1101'PARALLEL AND THE CENTERLINE OF THE CHANNEL OF THE COLORADO
 FS1101'RIVER.  THIS POINT WAS DETERMINED IN THE 1893-99 SURVEY OF THE
 FS1101'CALIFORNIA-NEVADA BOUNDARY AND IS COMMON TO THE BOUNDARIES OF
 FS1101'ARIZONA, CALIFORNIA, AND NEVADA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0981 ***********************************************************************
 EU0981  DESIGNATION -  BOUNDARY PT 11 AZ CA
 EU0981  PID         -  EU0981
 EU0981  STATE/COUNTY-  AZ/LA PAZ
 EU0981  USGS QUAD   -  PARKER (1975)
 EU0981
 EU0981                         *CURRENT SURVEY CONTROL
 EU0981  ___________________________________________________________________
 EU0981* NAD 83(1992)-  34 09 34.39677(N)    114 17 55.93358(W)     ADJUSTED  
 EU0981* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 EU0981  ___________________________________________________________________
 EU0981  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 EU0981  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EU0981  HORZ ORDER  -  SECOND
 EU0981
 EU0981.The horizontal coordinates were established by classical geodetic methods
 EU0981.and adjusted by the National Geodetic Survey in August 1993.
 EU0981
 EU0981.The orthometric height was scaled from a topographic map.
 EU0981
 EU0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0981
 EU0981.The geoid height was determined by GEOID03.
 EU0981
 EU0981;                    North         East     Units Scale Factor Converg.
 EU0981;SPC AZ W     -   350,498.287   162,750.811   MT  0.99996489   -0 18 29.5
 EU0981;SPC AZ W     - 1,149,928.76    533,959.35   iFT  0.99996489   -0 18 29.5
 EU0981;SPC CA 5     -   579,443.840 2,341,201.811   MT  0.99997504   +2 06 34.9
 EU0981;SPC CA 5     - 1,901,058.67  7,681,092.94   sFT  0.99997504   +2 06 34.9
 EU0981;UTM  11      - 3,783,144.563   749,010.460   MT  1.00036441   +1 31 02.9
 EU0981
 EU0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0981!SPC AZ W     -   0.99998677  x   0.99996489  =   0.99995166
 EU0981!SPC CA 5     -   0.99998677  x   0.99997504  =   0.99996181
 EU0981!UTM  11      -   0.99998677  x   1.00036441  =   1.00035117
 EU0981
 EU0981                          SUPERSEDED SURVEY CONTROL
 EU0981
 EU0981  NAD 83(1986)-  34 09 34.39757(N)    114 17 55.93916(W) AD(       ) 2
 EU0981  NAD 27      -  34 09 34.34031(N)    114 17 53.11631(W) AD(       ) 2
 EU0981
 EU0981.Superseded values are not recommended for survey control.
 EU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0981.See file dsdata.txt to determine how the superseded data were derived.
 EU0981
 EU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4901083145(NAD 83)
 EU0981_MARKER: T = CHISELED TRIANGLE
 EU0981_SETTING: 0 = UNSPECIFIED SETTING
 EU0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0981
 EU0981  HISTORY     - Date     Condition        Report By
 EU0981  HISTORY     - 1964     MONUMENTED       CGS
 EU0981  HISTORY     - 20071019 MARK NOT FOUND   GEOCAC
 EU0981
 EU0981                          STATION DESCRIPTION
 EU0981
 EU0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0981'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF PARKER, ARIZONA IN
 EU0981'THE CENTER OF THE AUTO BRIDGE OVER THE COLORADO RIVER.  THIS
 EU0981'IS POINT 11 OF THE INTERSTATE COMPACT DEFINING THE BOUNDARY
 EU0981'BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
 EU0981'
 EU0981'THE STATION IS MARKED BY A CENTER PUNCH HOLE SURROUNDED BY A
 EU0981'CHISELED TRIANGLE THAT IS APPROXIMATELY 1 1/2-INCHES ON A SIDE.
 EU0981'THE MARK IS EQUAL DISTANCE FROM BOTH ENDS OF THE BRIDGE AND
 EU0981'IN THE CENTER LINE OF SPUR 95.  IT IS STAMPED POINT 11 1964
 EU0981'ON THE METAL EXPANSION BEAM OF THE BRIDGE.
 EU0981'
 EU0981'A TRAVERSE CONNECTION WAS MADE TO SPAN R.M. 1 WHICH IS SOUTHEAST
 EU0981'AND NEAR THE CENTER OF THE WALKWAY OF THE BRIDGE.  THE DISTANCE
 EU0981'BEING 8.474 METERS, 27.80 FEET.
 EU0981'
 EU0981'THE GEODETIC AZIMUTH FROM STATION SPAN R.M. 1 TO BDRY. PT.
 EU0981'NO. 11 IS 103 DEG 18 MIN 31 SEC.
 EU0981
 EU0981                          STATION RECOVERY (2007)
 EU0981
 EU0981'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 EU0981'DID NOT FIND THE MARK. AT THE ADJUSTED COORDINATES FOUND THE METAL
 EU0981'EXPANSION BEAM, BUT DID NOT NOTE ANY MARKINGS IN THE CENTER LINE OF
 EU0981'SPUR 95. THE CENTER OF THE ROAD HAS DOUBLE YELLOW AND BLACK ROAD
 EU0981'MARKINGS THAT MAY BE OBSCURING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0982 ***********************************************************************
 DW0982  DESIGNATION -  BOUNDARY PT 13 AZ CA
 DW0982  PID         -  DW0982
 DW0982  STATE/COUNTY-  AZ/LA PAZ
 DW0982  USGS QUAD   -  BLYTHE (1975)
 DW0982
 DW0982                         *CURRENT SURVEY CONTROL
 DW0982  ___________________________________________________________________
 DW0982* NAD 83(1992)-  33 36 17.39995(N)    114 31 51.36082(W)     ADJUSTED  
 DW0982* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 DW0982  ___________________________________________________________________
 DW0982  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DW0982  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW0982  HORZ ORDER  -  SECOND
 DW0982
 DW0982.The horizontal coordinates were established by classical geodetic methods
 DW0982.and adjusted by the National Geodetic Survey in August 1993.
 DW0982
 DW0982.The orthometric height was scaled from a topographic map.
 DW0982
 DW0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0982
 DW0982.The geoid height was determined by GEOID03.
 DW0982
 DW0982;                    North         East     Units Scale Factor Converg.
 DW0982;SPC AZ W     -   289,109.809   140,885.215   MT  0.99999807   -0 25 56.0
 DW0982;SPC AZ W     -   948,523.00    462,221.83   iFT  0.99999807   -0 25 56.0
 DW0982;SPC CA 6     -   660,813.068 2,159,534.441   MT  0.99996528   +0 56 40.8
 DW0982;SPC CA 6     - 2,168,017.54  7,085,072.58   sFT  0.99996528   +0 56 40.8
 DW0982;UTM  11      - 3,721,075.076   729,091.015   MT  1.00024707   +1 22 01.7
 DW0982
 DW0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0982!SPC AZ W     -   0.99999057  x   0.99999807  =   0.99998864
 DW0982!SPC CA 6     -   0.99999057  x   0.99996528  =   0.99995585
 DW0982!UTM  11      -   0.99999057  x   1.00024707  =   1.00023764
 DW0982
 DW0982                          SUPERSEDED SURVEY CONTROL
 DW0982
 DW0982  NAD 83(1986)-  33 36 17.39864(N)    114 31 51.36455(W) AD(       ) 2
 DW0982  NAD 27      -  33 36 17.31038(N)    114 31 48.52488(W) AD(       ) 2
 DW0982
 DW0982.Superseded values are not recommended for survey control.
 DW0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0982.See file dsdata.txt to determine how the superseded data were derived.
 DW0982
 DW0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT2909121075(NAD 83)
 DW0982_MARKER: DS = TRIANGULATION STATION DISK
 DW0982_SETTING: 0 = UNSPECIFIED SETTING
 DW0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0982
 DW0982  HISTORY     - Date     Condition        Report By
 DW0982  HISTORY     - 1964     MONUMENTED       CGS
 DW0982
 DW0982                          STATION DESCRIPTION
 DW0982
 DW0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0982'THE STATION IS AT THE MEASURED CENTER OF THE U.S. HIGHWAY 60-70
 DW0982'BRIDGE SPANNING THE COLORADO RIVER 3 MILES EAST OF BLYTHE,
 DW0982'CALIFORNI
 DW0982'
 DW0982'THE STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED
 DW0982'POINT NO 13 1964, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 DW0982'CONCRETE ROADBED AT THE CENTER OF THE CENTER SPAN OF THE BRIDGE.
 DW0982'
 DW0982'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EHREN,
 DW0982'THE DISTANCE BEING 4.607 METERS OR 15.11 FEET.
 DW0982'
 DW0982'THE GEODETIC AZIMUTH FROM STATION EHREN TO BDRY. PT. NO. 13
 DW0982'IS 30 DEG 54 MIN 01 SE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0945 ***********************************************************************
 DW0945  DESIGNATION -  BOUNDARY PT 14 AZ CA
 DW0945  PID         -  DW0945
 DW0945  STATE/COUNTY-  AZ/LA PAZ
 DW0945  USGS QUAD   -  PALO VERDE (1975)
 DW0945
 DW0945                         *CURRENT SURVEY CONTROL
 DW0945  ___________________________________________________________________
 DW0945* NAD 83(1992)-  33 24 46.65403(N)    114 39 27.63512(W)     ADJUSTED  
 DW0945* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DW0945  ___________________________________________________________________
 DW0945  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DW0945  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DW0945  HORZ ORDER  -  SECOND
 DW0945
 DW0945.The horizontal coordinates were established by classical geodetic methods
 DW0945.and adjusted by the National Geodetic Survey in August 1993.
 DW0945
 DW0945.The orthometric height was scaled from a topographic map.
 DW0945
 DW0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0945
 DW0945.The geoid height was determined by GEOID03.
 DW0945
 DW0945;                    North         East     Units Scale Factor Converg.
 DW0945;SPC AZ W     -   267,924.707   128,936.311   MT  1.00002117   -0 29 59.5
 DW0945;SPC AZ W     -   879,018.07    423,019.39   iFT  1.00002117   -0 29 59.5
 DW0945;SPC CA 6     -   639,348.228 2,148,098.260   MT  0.99995509   +0 52 30.0
 DW0945;SPC CA 6     - 2,097,594.98  7,047,552.37   sFT  0.99995509   +0 52 30.0
 DW0945;UTM  11      - 3,699,521.680   717,809.160   MT  1.00018493   +1 17 25.3
 DW0945
 DW0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0945!SPC AZ W     -   0.99999300  x   1.00002117  =   1.00001417
 DW0945!SPC CA 6     -   0.99999300  x   0.99995509  =   0.99994809
 DW0945!UTM  11      -   0.99999300  x   1.00018493  =   1.00017793
 DW0945
 DW0945                          SUPERSEDED SURVEY CONTROL
 DW0945
 DW0945  NAD 83(1986)-  33 24 46.65552(N)    114 39 27.64010(W) AD(       ) 2
 DW0945  NAD 27      -  33 24 46.54852(N)    114 39 24.79576(W) AD(       ) 2
 DW0945
 DW0945.Superseded values are not recommended for survey control.
 DW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0945.See file dsdata.txt to determine how the superseded data were derived.
 DW0945
 DW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1780999522(NAD 83)
 DW0945_MARKER: N = NAIL
 DW0945_SETTING: 0 = UNSPECIFIED SETTING
 DW0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0945
 DW0945  HISTORY     - Date     Condition        Report By
 DW0945  HISTORY     - 1964     MONUMENTED       CGS
 DW0945
 DW0945                          STATION DESCRIPTION
 DW0945
 DW0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0945'THIS STATION WAS ESTABLISHED AS FIXED POINT NUMBER 14.  IT IS
 DW0945'8 MILES SOUTH OF RIPLEY, AND AT THE DETERMINED CENTER OF THE
 DW0945'CIBOLA TOLL BRIDGE.
 DW0945'
 DW0945'THE STATION IS A PUNCH HOLE IN THE TOP OF A 60 PENNY NAIL IN
 DW0945'A WOODEN PLANK IN THE BRIDGE.
 DW0945'
 DW0945'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION CIBOLA, THE
 DW0945'DISTANCE BEING 25.649 METERS - 84.15 FEET, SOUTH.
 DW0945'
 DW0945'THE GEODETIC AZIMUTH FROM STATION CIBOLA TO BDRY. PT. NO. 14 IS
 DW0945'177 DEG 48 MIN 52 SE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1304 ***********************************************************************
 DB1304  DESIGNATION -  BOUNDARY PT 16 AZ CA
 DB1304  PID         -  DB1304
 DB1304  STATE/COUNTY-  AZ/YUMA
 DB1304  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1304
 DB1304                         *CURRENT SURVEY CONTROL
 DB1304  ___________________________________________________________________
 DB1304* NAD 83(1992)-  32 52 58.96857(N)    114 27 53.02761(W)     ADJUSTED  
 DB1304* NAVD 88     -        55.7    (meters)     183.     (feet)  VERTCON   
 DB1304  ___________________________________________________________________
 DB1304  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DB1304  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DB1304  HORZ ORDER  -  SECOND
 DB1304
 DB1304.The horizontal coordinates were established by classical geodetic methods
 DB1304.and adjusted by the National Geodetic Survey in August 1993.
 DB1304
 DB1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1304
 DB1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1304
 DB1304.The geoid height was determined by GEOID03.
 DB1304
 DB1304;                    North         East     Units Scale Factor Converg.
 DB1304;SPC AZ W     -   209,015.771   146,481.951   MT  0.99998846   -0 23 17.0
 DB1304;SPC AZ W     -   685,747.28    480,583.83   iFT  0.99998846   -0 23 17.0
 DB1304;SPC CA 6     -   580,878.613 2,167,048.314   MT  0.99998491   +0 58 51.7
 DB1304;SPC CA 6     - 1,905,765.92  7,109,724.34   sFT  0.99998491   +0 58 51.7
 DB1304;UTM  11      - 3,641,171.723   737,178.353   MT  1.00029368   +1 22 37.6
 DB1304
 DB1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1304!SPC AZ W     -   0.99999651  x   0.99998846  =   0.99998497
 DB1304!SPC CA 6     -   0.99999651  x   0.99998491  =   0.99998142
 DB1304!UTM  11      -   0.99999651  x   1.00029368  =   1.00029019
 DB1304
 DB1304                          SUPERSEDED SURVEY CONTROL
 DB1304
 DB1304  NAD 83(1986)-  32 52 58.97336(N)    114 27 53.03283(W) AD(       ) 2
 DB1304  NAD 27      -  32 52 58.82283(N)    114 27 50.24197(W) AD(       ) 2
 DB1304  NGVD 29 (07/19/86)   55.0    (m)          180.     (f) VERT ANG    3  
 DB1304
 DB1304.Superseded values are not recommended for survey control.
 DB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1304.See file dsdata.txt to determine how the superseded data were derived.
 DB1304
 DB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3717841172(NAD 83)
 DB1304_MARKER: DS = TRIANGULATION STATION DISK
 DB1304_SETTING: 0 = UNSPECIFIED SETTING
 DB1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1304
 DB1304  HISTORY     - Date     Condition        Report By
 DB1304  HISTORY     - 1964     MONUMENTED       CGS
 DB1304
 DB1304                          STATION DESCRIPTION
 DB1304
 DB1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1304'THIS STATION WAS ESTABLISHED AS FIXED POINT NUMBER 16.  IT IS
 DB1304'ABOUT 14-1/2 MILES NORTHEAST OF YUMA, 4-1/2 MILES NORTH OF
 DB1304'MITTRY LAKE, 2 MILES NORTHWEST OF THE YUMA PROVING GROUNDS
 DB1304'HEADQUARTERS AND AT THE DETERMINED CENTER OF THE CREST OF THE
 DB1304'CONCRETE WEIR OF IMPERIAL DAM.
 DB1304'
 DB1304'THE CENTER OF THE WEIR WAS DETERMINED WITH A 300 FOOT STEEL
 DB1304'TAPE.
 DB1304'
 DB1304'THE STATION IS A STANDARD STATION MARK DISK, STAMPED POINT
 DB1304'NO 16 1964, CEMENTED IN A DRILL HOLE IN THE DETERMINED CENTER OF
 DB1304'THE CREST OF THE CONCRETE WIER OF IMPERIAL DAM.
 DB1304'
 DB1304'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DB1304'IMPERIAL, THE DISTANCE BEING 227.998 METERS, EAST-NORTHEAST.
 DB1304'
 DB1304'THE TRAVERSE CONNECTION WAS MADE WITH AN ELECTROTAPE.
 DB1304'
 DB1304'THE GEODETIC AZIMUTH FROM STATION IMPERIAL TO BDRY. PT. NO. 16
 DB1304'IS 95 DEG 12 MIN 47.0 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1282 ***********************************************************************
 DB1282  DESIGNATION -  BOUNDARY PT 17 AZ CA
 DB1282  PID         -  DB1282
 DB1282  STATE/COUNTY-  AZ/YUMA
 DB1282  USGS QUAD   -  LAGUNA DAM (1979)
 DB1282
 DB1282                         *CURRENT SURVEY CONTROL
 DB1282  ___________________________________________________________________
 DB1282* NAD 83(1992)-  32 50 40.02933(N)    114 28 09.03548(W)     ADJUSTED  
 DB1282* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 DB1282  ___________________________________________________________________
 DB1282  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DB1282  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DB1282  HORZ ORDER  -  SECOND
 DB1282
 DB1282.The horizontal coordinates were established by classical geodetic methods
 DB1282.and adjusted by the National Geodetic Survey in August 1993.
 DB1282
 DB1282.The orthometric height was scaled from a topographic map.
 DB1282
 DB1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1282
 DB1282.The geoid height was determined by GEOID03.
 DB1282
 DB1282;                    North         East     Units Scale Factor Converg.
 DB1282;SPC AZ W     -   204,738.565   146,036.712   MT  0.99998920   -0 23 24.2
 DB1282;SPC AZ W     -   671,714.45    479,123.07   iFT  0.99998920   -0 23 24.2
 DB1282;SPC CA 6     -   576,591.996 2,166,705.382   MT  0.99999039   +0 58 42.9
 DB1282;SPC CA 6     - 1,891,702.24  7,108,599.24   sFT  0.99999039   +0 58 42.9
 DB1282;UTM  11      - 3,636,881.533   736,864.912   MT  1.00029185   +1 22 23.7
 DB1282
 DB1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1282!SPC AZ W     -   0.99999762  x   0.99998920  =   0.99998682
 DB1282!SPC CA 6     -   0.99999762  x   0.99999039  =   0.99998801
 DB1282!UTM  11      -   0.99999762  x   1.00029185  =   1.00028946
 DB1282
 DB1282                          SUPERSEDED SURVEY CONTROL
 DB1282
 DB1282  NAD 83(1986)-  32 50 40.03439(N)    114 28 09.04153(W) AD(       ) 2
 DB1282  NAD 27      -  32 50 39.87937(N)    114 28 06.22867(W) AD(       ) 2
 DB1282
 DB1282.Superseded values are not recommended for survey control.
 DB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1282.See file dsdata.txt to determine how the superseded data were derived.
 DB1282
 DB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3686536882(NAD 83)
 DB1282_MARKER: Z = SEE DESCRIPTION
 DB1282_SETTING: 0 = UNSPECIFIED SETTING
 DB1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1282
 DB1282  HISTORY     - Date     Condition        Report By
 DB1282  HISTORY     - 1964     MONUMENTED       CGS
 DB1282
 DB1282                          STATION DESCRIPTION
 DB1282
 DB1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1282'BOUNDARY PT. NO. 17 LIES AT THE INTERSECTION OF THE TWO LINES
 DB1282'AS FOLLOWS--
 DB1282'
 DB1282'(1) A LINE THROUGH BOUNDARY PT. NO. 16 AND NORMAL TO THE
 DB1282'LONGITUDINAL AXIS OF IMPERIAL DAM.
 DB1282'
 DB1282'(2) A LINE EXTENDING NORTHEASTERLY FROM THE CENTER OF THE
 DB1282'OVERFLOW SECTION OF LAGUNA DAM (BOUNDARY PT. NO. 18) AND NORMAL
 DB1282'TO THE LONGITUDINAL AXIS OF THE SAID LAGUNA DAM.
 DB1282'
 DB1282'BDRY. PT. NO. 17 IS 42.682 METERS OR 140.03 FEET
 DB1282'N 02 DEG 42 MIN E FROM TRIANGULATION STATION MITTRY.
 DB1282'
 DB1282'THIS BOUNDARY POINT WAS NOT MARKED IN THE 1964 C AND GS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1285 ***********************************************************************
 DB1285  DESIGNATION -  BOUNDARY PT 18 AZ CA
 DB1285  PID         -  DB1285
 DB1285  STATE/COUNTY-  AZ/YUMA
 DB1285  USGS QUAD   -  LAGUNA DAM (1979)
 DB1285
 DB1285                         *CURRENT SURVEY CONTROL
 DB1285  ___________________________________________________________________
 DB1285* NAD 83(1992)-  32 49 24.29646(N)    114 29 38.81982(W)     ADJUSTED  
 DB1285* NAVD 88     -        46.5    (meters)     153.     (feet)  VERTCON   
 DB1285  ___________________________________________________________________
 DB1285  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DB1285  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DB1285  HORZ ORDER  -  SECOND
 DB1285
 DB1285.The horizontal coordinates were established by classical geodetic methods
 DB1285.and adjusted by the National Geodetic Survey in August 1993.
 DB1285
 DB1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1285
 DB1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1285
 DB1285.The geoid height was determined by GEOID03.
 DB1285
 DB1285;                    North         East     Units Scale Factor Converg.
 DB1285;SPC AZ W     -   202,421.784   143,685.547   MT  0.99999317   -0 24 12.1
 DB1285;SPC AZ W     -   664,113.46    471,409.27   iFT  0.99999317   -0 24 12.1
 DB1285;SPC CA 6     -   574,219.725 2,164,410.214   MT  0.99999357   +0 57 53.6
 DB1285;SPC CA 6     - 1,883,919.21  7,101,069.18   sFT  0.99999357   +0 57 53.6
 DB1285;UTM  11      - 3,634,492.821   734,585.459   MT  1.00027860   +1 21 32.2
 DB1285
 DB1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1285!SPC AZ W     -   0.99999797  x   0.99999317  =   0.99999114
 DB1285!SPC CA 6     -   0.99999797  x   0.99999357  =   0.99999154
 DB1285!UTM  11      -   0.99999797  x   1.00027860  =   1.00027657
 DB1285
 DB1285:                Primary Azimuth Mark                     Grid Az
 DB1285:SPC AZ W     -  BOUNDARY PT B LAGUNA DAM                 135 25 21.8
 DB1285:SPC CA 6     -  BOUNDARY PT B LAGUNA DAM                 134 03 16.1
 DB1285:UTM  11      -  BOUNDARY PT B LAGUNA DAM                 133 39 37.5
 DB1285
 DB1285|---------------------------------------------------------------------|
 DB1285| PID    Reference Object                     Distance      Geod. Az  |
 DB1285|                                                           dddmmss.s |
 DB1285| DB1288 BOUNDARY PT B LAGUNA DAM            APPROX. 0.7 KM 1350109.7 |
 DB1285| DB1281 LAGUNA                               60.675 METERS 14213     |
 DB1285|---------------------------------------------------------------------|
 DB1285
 DB1285                          SUPERSEDED SURVEY CONTROL
 DB1285
 DB1285  NAD 83(1986)-  32 49 24.30268(N)    114 29 38.82624(W) AD(       ) 2
 DB1285  NAD 27      -  32 49 24.14592(N)    114 29 36.00955(W) AD(       ) 2
 DB1285  NGVD 29 (07/19/86)   45.8    (m)          150.     (f) VERT ANG    3  
 DB1285
 DB1285.Superseded values are not recommended for survey control.
 DB1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1285.See file dsdata.txt to determine how the superseded data were derived.
 DB1285
 DB1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3458534493(NAD 83)
 DB1285_MARKER: DS = TRIANGULATION STATION DISK
 DB1285_SETTING: 0 = UNSPECIFIED SETTING
 DB1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1285
 DB1285  HISTORY     - Date     Condition        Report By
 DB1285  HISTORY     - 1964     MONUMENTED       CGS
 DB1285
 DB1285                          STATION DESCRIPTION
 DB1285
 DB1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1285'THIS STATION WAS ESTABLISHED AS FIXED POINT NUMBER 18.  IT IS
 DB1285'ABOUT 11 MILES NORTHEAST OF YUMA AND 5 MILES SOUTHWEST OF THE
 DB1285'YUMA PROVING GROUNDS HEADQUARTERS.
 DB1285'
 DB1285'THE STATION IS A STANDARD STATION MARK DISK, STAMPED POINT NO
 DB1285'18 1964, CEMENTED IN A DRILL HOLE IN THE DETERMINED CENTER OF
 DB1285'THE CREST OF THE CONCRETE WIER OF LAGUNA DAM.
 DB1285'
 DB1285'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LAGUNA,
 DB1285'THE DISTANCE BEING 60.674 METERS, EAST-SOUTHEAST.
 DB1285'
 DB1285'THE CENTER OF THE WIER WAS DETERMINED BY ELECTROTAPE.
 DB1285'
 DB1285'THE GEODETIC AZIMUTH FROM STATION LAGUNA TO BDRY. PT. NO. 18
 DB1285'IS 142 DEG 12 MIN 45.5 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1313 ***********************************************************************
 DB1313  DESIGNATION -  BOUNDARY PT 21 AZ CA
 DB1313  PID         -  DB1313
 DB1313  STATE/COUNTY-  AZ/YUMA
 DB1313  USGS QUAD   -  BARD (1979)
 DB1313
 DB1313                         *CURRENT SURVEY CONTROL
 DB1313  ___________________________________________________________________
 DB1313* NAD 83(1992)-  32 45 25.50254(N)    114 32 20.36821(W)     ADJUSTED  
 DB1313* NAVD 88     -        42.3    (meters)     139.     (feet)  VERTCON   
 DB1313  ___________________________________________________________________
 DB1313  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DB1313  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DB1313  HORZ ORDER  -  THIRD
 DB1313
 DB1313.The horizontal coordinates were established by classical geodetic methods
 DB1313.and adjusted by the National Geodetic Survey in August 1993.
 DB1313
 DB1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1313
 DB1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1313
 DB1313.The geoid height was determined by GEOID03.
 DB1313
 DB1313;                    North         East     Units Scale Factor Converg.
 DB1313;SPC AZ W     -   195,096.230   139,428.804   MT  1.00000071   -0 25 36.9
 DB1313;SPC AZ W     -   640,079.49    457,443.58   iFT  1.00000071   -0 25 36.9
 DB1313;SPC CA 6     -   566,794.639 2,160,329.527   MT  1.00000447   +0 56 24.8
 DB1313;SPC CA 6     - 1,859,558.74  7,087,681.12   sFT  1.00000447   +0 56 24.8
 DB1313;UTM  11      - 3,627,037.922   730,554.717   MT  1.00025549   +1 19 55.9
 DB1313
 DB1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1313!SPC AZ W     -   0.99999865  x   1.00000071  =   0.99999936
 DB1313!SPC CA 6     -   0.99999865  x   1.00000447  =   1.00000312
 DB1313!UTM  11      -   0.99999865  x   1.00025549  =   1.00025414
 DB1313
 DB1313|---------------------------------------------------------------------|
 DB1313| PID    Reference Object                     Distance      Geod. Az  |
 DB1313|                                                           dddmmss.s |
 DB1313| CE9728 BOUNDARY PT 21 RM 1                  20.498 METERS 02055     |
 DB1313| CE9729 BOUNDARY PT 21 RM 2                  20.933 METERS 15933     |
 DB1313| DB1341 BOUNDARY PT 22 AZ CA                APPROX. 0.8 KM 1800044.3 |
 DB1313|---------------------------------------------------------------------|
 DB1313
 DB1313                          SUPERSEDED SURVEY CONTROL
 DB1313
 DB1313  NAD 83(1986)-  32 45 25.51139(N)    114 32 20.37351(W) AD(       ) 3
 DB1313  NAD 27      -  32 45 25.34781(N)    114 32 17.55283(W) AD(       ) 3
 DB1313  NGVD 29 (07/19/86)   41.6    (m)          136.     (f) VERT ANG    3  
 DB1313
 DB1313.Superseded values are not recommended for survey control.
 DB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1313.See file dsdata.txt to determine how the superseded data were derived.
 DB1313
 DB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3055527038(NAD 83)
 DB1313_MARKER: DD = SURVEY DISK
 DB1313_SETTING: 0 = UNSPECIFIED SETTING
 DB1313
 DB1313  HISTORY     - Date     Condition        Report By
 DB1313  HISTORY     - 1964     MONUMENTED       BLM
 DB1313
 DB1313                          STATION DESCRIPTION
 DB1313
 DB1313'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1313'THE STATION IS LOCATED 4-3/4 MILES NORTHEAST OF YUMA, 2-1/2
 DB1313'MILES SOUTH-SOUTHEAST OF BARD, AND 0.65 MILE WEST OF THE
 DB1313'CENTER OF THE COLORADO RIVER.  IT IS IN THE EDGE OF A FIELD
 DB1313'ROAD BETWEEN A CULTIVATED FIELD AND THE WEST BANK OF AN
 DB1313'IRRIGATION CANAL.
 DB1313'
 DB1313'TO REACH THE STATION FROM THE POST OFFICE IN BARD, GO NORTH
 DB1313'AND EAST ON PAVED ROAD FOR 1.0 MILE TO A CURVE TO THE LEFT
 DB1313'WITH GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT EAST ON
 DB1313'GRAVELED ROAD 0.8 MILE TO LEVEE EMBANKMENT.  TURN LEFT AND GO
 DB1313'NORTH 0.1 MILE TO ROAD ON RIGHT UP TO TOP OF LEVEE.  TURN
 DB1313'RIGHT UP ON TO LEVEE THEN SHARP RIGHT AND GO SOUTH ALONG THE
 DB1313'TOP 1.8 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTHWEST
 DB1313'AND WEST 0.8 MILE TO SIDE ROAD ON LEFT.  TURN LEFT OFF LEVEE
 DB1313'AND GO SOUTH 0.8 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 DB1313'AND GO EAST 0.1 MILE TO A CORNER AND THE STATION ON RIGHT
 DB1313'JUST AFTER TURNING SOUTH.
 DB1313'
 DB1313'THE STATION MARK IS A U.S. BUREAU OF LAND MANAGEMENT CADASTRAL
 DB1313'SURVEY DISK STAMPED CAL ARIZ PT NO 21 64 RIVETED TO THE TOP
 DB1313'OF A 2-INCH IRON PIPE SET IN A MASS OF CONCRETE.  IT IS ABOUT
 DB1313'2 INCHES BELOW THE SURFACE OF THE FIELD ROAD AND IS 33.4
 DB1313'FEET WEST OF THE TOP OF THE WEST BANK OF THE IRRIGATION CANAL
 DB1313'AND 6.2 FEET EAST OF AN UNPAINTED, WOODEN 4X4 WITNESS POST.
 DB1313'
 DB1313'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAL
 DB1313'ARIZ PT NO 21 NO 1 BLM 1964 CEMENTED IN THE TOP OF A 12-INCH
 DB1313'CYLINDRICAL CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE
 DB1313'GROUND.  IT IS 9 FEET WEST OF THE TOP OF THE WEST BANK OF THE
 DB1313'IRRIGATION CANAL AND 1.4 FEET SOUTHEAST OF A METAL WITNESS
 DB1313'POST WITH SIGN.  IT IS ABOUT 2 FEET HIGHER THAN STATION
 DB1313'ELEVATION.
 DB1313'
 DB1313'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAL ARIZ
 DB1313'PT NO 21 NO 2 BLM 1964 CEMENTED IN THE TOP OF A 14-INCH
 DB1313'CONCRETE CYLINDRICAL MONUMENT PROJECTING 3 INCHES ABOVE
 DB1313'GROUND.  IT IS 10 FEET WEST OF THE TOP OF THE WEST BANK
 DB1313'OF THE IRRIGATION CANAL, 1.7 FEET NORTH OF A METAL WITNESS
 DB1313'POST WITH SIGN, AND 18 INCHES HIGHER THAN STATION ELEVATION.
 DB1313'
 DB1313'R.M. NO. 1 TO R.M. NO. 2 IS 127.19 FEET (38.768 METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1341 ***********************************************************************
 DB1341  DESIGNATION -  BOUNDARY PT 22 AZ CA
 DB1341  PID         -  DB1341
 DB1341  STATE/COUNTY-  AZ/YUMA
 DB1341  USGS QUAD   -  YUMA EAST (1994)
 DB1341
 DB1341                         *CURRENT SURVEY CONTROL
 DB1341  ___________________________________________________________________
 DB1341* NAD 83(1992)-  32 44 59.51756(N)    114 32 20.37482(W)     ADJUSTED  
 DB1341* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 DB1341  ___________________________________________________________________
 DB1341  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DB1341  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DB1341  HORZ ORDER  -  THIRD
 DB1341
 DB1341.The horizontal coordinates were established by classical geodetic methods
 DB1341.and adjusted by the National Geodetic Survey in August 1993.
 DB1341
 DB1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1341
 DB1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1341
 DB1341.The geoid height was determined by GEOID03.
 DB1341
 DB1341;                    North         East     Units Scale Factor Converg.
 DB1341;SPC AZ W     -   194,295.771   139,422.668   MT  1.00000072   -0 25 36.6
 DB1341;SPC AZ W     -   637,453.32    457,423.45   iFT  1.00000072   -0 25 36.6
 DB1341;SPC CA 6     -   565,994.258 2,160,342.491   MT  1.00000574   +0 56 24.8
 DB1341;SPC CA 6     - 1,856,932.83  7,087,723.66   sFT  1.00000574   +0 56 24.8
 DB1341;UTM  11      - 3,626,237.448   730,573.158   MT  1.00025559   +1 19 54.9
 DB1341
 DB1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1341!SPC AZ W     -   0.99999847  x   1.00000072  =   0.99999919
 DB1341!SPC CA 6     -   0.99999847  x   1.00000574  =   1.00000421
 DB1341!UTM  11      -   0.99999847  x   1.00025559  =   1.00025406
 DB1341
 DB1341:                Primary Azimuth Mark                     Grid Az
 DB1341:SPC AZ W     -  BOUNDARY PT 21 AZ CA                     000 26 20.9
 DB1341:SPC CA 6     -  BOUNDARY PT 21 AZ CA                     359 04 19.5
 DB1341:UTM  11      -  BOUNDARY PT 21 AZ CA                     358 40 49.4
 DB1341
 DB1341|---------------------------------------------------------------------|
 DB1341| PID    Reference Object                     Distance      Geod. Az  |
 DB1341|                                                           dddmmss.s |
 DB1341| DB1313 BOUNDARY PT 21 AZ CA                APPROX. 0.8 KM 0000044.3 |
 DB1341| CE9730 BOUNDARY PT 22 RM 1                   9.891 METERS 00027     |
 DB1341| CE9731 BOUNDARY PT 22 RM 2                   8.977 METERS 09303     |
 DB1341|---------------------------------------------------------------------|
 DB1341
 DB1341                          SUPERSEDED SURVEY CONTROL
 DB1341
 DB1341  NAD 83(1986)-  32 44 59.52679(N)    114 32 20.38010(W) AD(       ) 3
 DB1341  NAD 27      -  32 44 59.36240(N)    114 32 17.55954(W) AD(       ) 3
 DB1341  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG    3  
 DB1341
 DB1341.Superseded values are not recommended for survey control.
 DB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1341.See file dsdata.txt to determine how the superseded data were derived.
 DB1341
 DB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3057326237(NAD 83)
 DB1341_MARKER: P = PIPE CAP
 DB1341_SETTING: 0 = UNSPECIFIED SETTING
 DB1341
 DB1341  HISTORY     - Date     Condition        Report By
 DB1341  HISTORY     - 1964     MONUMENTED       BLM
 DB1341
 DB1341                          STATION DESCRIPTION
 DB1341
 DB1341'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1341'THE STATION IS LOCATED IN A VERY SANDY AREA 6.0 MILES SOUTHWEST
 DB1341'OF LAGUNA DAM, 4-1/2 MILES NORTHEAST OF YUMA, 3.0 MILES
 DB1341'SOUTH OF BARD AND 1.0 MILE WEST OF THE COLORADO RIVER.
 DB1341'
 DB1341'TO REACH THE STATION FROM IMPERIAL DAM, DRIVE SOUTHERLY ON
 DB1341'A PAVED ROAD FOR 4.85 MILES TO LAGUNA DAM.  CONTINUE SOUTH
 DB1341'ON A PAVED ROAD FOR 1.15 MILES TO A FORK.  TAKE THE LEFT
 DB1341'FORK, STRAIGHT AHEAD, AND DRIVE SOUTHERLY ON A LEVEE ROAD
 DB1341'FOR 3.65 MILES TO A FORK.  TAKE THE RIGHT FORK AND DRIVE
 DB1341'SOUTHWEST AND WEST ON A LEVEE ROAD FOR 0.85 MILE TO A SIDE
 DB1341'ROAD LEFT.  TURN LEFT, LEAVING THE LEVEE ROAD, AND DRIVE
 DB1341'SOUTH ON A FIELD ROAD FOR 0.75 MILE TO ROAD TURNING LEFT.
 DB1341'TURN LEFT AND FOLLOW THE FIELD ROAD EAST FOR 0.05 MILE TO
 DB1341'ROAD TURNING SOUTH.  TURN RIGHT AND FOLLOW THE ROAD SOUTH
 DB1341'ALONG THE EAST END OF A CULTIVATED FIELD FOR 0.1 MILE TO AN
 DB1341'IRRIGATION DITCH ALONG THE EAST END OF THE CULTIVATED
 DB1341'FIELD.  LEAVE THE ROAD AND DRIVE SOUTH AND WEST ALONG
 DB1341'THE WEST AND NORTH SIDE OF THE IRRIGATION DITCH FOR 0.2
 DB1341'MILE TO A SMALL WOODEN BRIDGE OVER THE IRRIGATION DITCH.
 DB1341'TURN LEFT AND DRIVE SOUTH, CROSSING THE BRIDGE, THENCE TURN
 DB1341'LEFT AND DRIVE EAST ON A FIELD ROAD ALONG THE NORTH SIDE
 DB1341'OF A CULTIVATED FIELD FOR 0.1 MILE TO THE NORTHEAST
 DB1341'CORNER OF A CULTIVATED FIELD.  TURN RIGHT AND DRIVE SOUTH
 DB1341'ALONG THE EAST END OF A CULTIVATED FIELD 0.05 MILE TO
 DB1341'THE SOUTHEAST CORNER OF A CULTIVATED FIELD.  SELECT
 DB1341'WAY SOUTH THROUGH SAND DUNES FOR 0.25 MILE TO THE
 DB1341'STATION.
 DB1341'
 DB1341'THE STATION MARK IS A BUREAU OF LAND MANAGEMENT CAP MARK
 DB1341'RIVETED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE WHICH
 DB1341'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET
 DB1341'NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 DB1341'
 DB1341'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO
 DB1341'22 NO 1 1964, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 DB1341'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE
 DB1341'THE GROUND SURFACE.  IT IS 33.0 FEET NORTH-NORTHWEST OF
 DB1341'A METAL WITNESS POST WITH A SIGN ATTACHED.
 DB1341'
 DB1341'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO 22
 DB1341'NO 1 1964, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 DB1341'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE
 DB1341'THE GROUND SURFACE.  IT IS 31.0 FEET EAST OF A METAL WITNESS
 DB1341'POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0927 ***********************************************************************
 EU0927  DESIGNATION -  BOUNDARY PT 3 AZ CA
 EU0927  PID         -  EU0927
 EU0927  STATE/COUNTY-  AZ/MOHAVE
 EU0927  USGS QUAD   -  TOPOCK (1970)
 EU0927
 EU0927                         *CURRENT SURVEY CONTROL
 EU0927  ___________________________________________________________________
 EU0927* NAD 83(1992)-  34 43 05.38525(N)    114 29 18.05661(W)     ADJUSTED  
 EU0927* NAVD 88     -       163.4    (meters)     536.     (feet)  VERTCON   
 EU0927  ___________________________________________________________________
 EU0927  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EU0927  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0927  HORZ ORDER  -  SECOND
 EU0927
 EU0927.The horizontal coordinates were established by classical geodetic methods
 EU0927.and adjusted by the National Geodetic Survey in August 1993.
 EU0927
 EU0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0927
 EU0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0927
 EU0927.The geoid height was determined by GEOID03.
 EU0927
 EU0927;                    North         East     Units Scale Factor Converg.
 EU0927;SPC AZ W     -   412,572.796   145,731.019   MT  0.99998969   -0 25 13.9
 EU0927;SPC AZ W     - 1,353,585.29    478,120.14   iFT  0.99998969   -0 25 13.9
 EU0927;SPC CA 5     -   640,742.205 2,321,577.056   MT  0.99992229   +2 00 06.1
 EU0927;SPC CA 5     - 2,102,168.38  7,616,707.39   sFT  0.99992229   +2 00 06.1
 EU0927;UTM  11      - 3,844,661.370   730,001.465   MT  1.00025207   +1 25 52.0
 EU0927
 EU0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0927!SPC AZ W     -   0.99997914  x   0.99998969  =   0.99996883
 EU0927!SPC CA 5     -   0.99997914  x   0.99992229  =   0.99990144
 EU0927!UTM  11      -   0.99997914  x   1.00025207  =   1.00023121
 EU0927
 EU0927                          SUPERSEDED SURVEY CONTROL
 EU0927
 EU0927  NAD 83(1986)-  34 43 05.39123(N)    114 29 18.06440(W) AD(       ) 2
 EU0927  NAD 27      -  34 43 05.36265(N)    114 29 15.20339(W) AD(       ) 2
 EU0927  NGVD 29 (07/19/86)  162.8    (m)          534.     (f) VERT ANG    3  
 EU0927
 EU0927.Superseded values are not recommended for survey control.
 EU0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0927.See file dsdata.txt to determine how the superseded data were derived.
 EU0927
 EU0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3000144661(NAD 83)
 EU0927_MARKER: Z = SEE DESCRIPTION
 EU0927_SETTING: 0 = UNSPECIFIED SETTING
 EU0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0927
 EU0927  HISTORY     - Date     Condition        Report By
 EU0927  HISTORY     - 1964     MONUMENTED       CGS
 EU0927
 EU0927                          STATION DESCRIPTION
 EU0927
 EU0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0927'THE STATION IS THE DETERMINED CENTER OF THE RAILROAD BRIDGE
 EU0927'AT TOPOCK, ARIZONA.  THE CENTER OF THE BRIDGE WAS DETERMINED
 EU0927'WITH A 300 FT. TAPE AND MARKED WITH A 3 X 6 INCH IRON PLATE,
 EU0927'SCREWED TO AN 8 BY 8 INCH WOOD TIMBER.  THE STATION IS A PUNCH
 EU0927'HOLE, SURROUNDED BY A CHISELED TRIANGLE, STAMPED PONT NO 3
 EU0927'1964.
 EU0927'
 EU0927'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 EU0927'SANTAFE.  THE DISTANCE BEING 754.68 FT. OR (230.026 M.),
 EU0927'EAST.
 EU0927'
 EU0927'THE GEODETIC AZIMUTH FROM STATION SANTAFE TO BDRY PT. NO. 3 IS
 EU0927'89 DEG 40 MIN 19.6 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1330 ***********************************************************************
 DB1330  DESIGNATION -  BOUNDARY PT 30 AZ CA
 DB1330  PID         -  DB1330
 DB1330  STATE/COUNTY-  AZ/YUMA
 DB1330  USGS QUAD   -  YUMA EAST (1994)
 DB1330
 DB1330                         *CURRENT SURVEY CONTROL
 DB1330  ___________________________________________________________________
 DB1330* NAD 83(1992)-  32 43 47.89595(N)    114 36 55.95848(W)     ADJUSTED  
 DB1330* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DB1330  ___________________________________________________________________
 DB1330  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DB1330  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1330  HORZ ORDER  -  SECOND
 DB1330
 DB1330.The horizontal coordinates were established by classical geodetic methods
 DB1330.and adjusted by the National Geodetic Survey in August 1993.
 DB1330
 DB1330.The orthometric height was scaled from a topographic map.
 DB1330
 DB1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1330
 DB1330.The geoid height was determined by GEOID03.
 DB1330
 DB1330;                    North         East     Units Scale Factor Converg.
 DB1330;SPC AZ W     -   192,145.511   132,230.749   MT  1.00001446   -0 28 04.8
 DB1330;SPC AZ W     -   630,398.66    433,827.92   iFT  1.00001446   -0 28 04.8
 DB1330;SPC CA 6     -   563,673.083 2,153,203.901   MT  1.00000931   +0 53 53.4
 DB1330;SPC CA 6     - 1,849,317.44  7,064,303.13   sFT  1.00000931   +0 53 53.4
 DB1330;UTM  11      - 3,623,866.991   723,448.977   MT  1.00021570   +1 17 23.1
 DB1330
 DB1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1330!SPC AZ W     -   0.99999656  x   1.00001446  =   1.00001102
 DB1330!SPC CA 6     -   0.99999656  x   1.00000931  =   1.00000587
 DB1330!UTM  11      -   0.99999656  x   1.00021570  =   1.00021226
 DB1330
 DB1330                          SUPERSEDED SURVEY CONTROL
 DB1330
 DB1330  NAD 83(1986)-  32 43 47.90708(N)    114 36 55.96754(W) AD(       ) 2
 DB1330  NAD 27      -  32 43 47.74195(N)    114 36 53.13628(W) AD(       ) 2
 DB1330
 DB1330.Superseded values are not recommended for survey control.
 DB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1330.See file dsdata.txt to determine how the superseded data were derived.
 DB1330
 DB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2344923867(NAD 83)
 DB1330_MARKER: B = BOLT
 DB1330_SETTING: 0 = UNSPECIFIED SETTING
 DB1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1330
 DB1330  HISTORY     - Date     Condition        Report By
 DB1330  HISTORY     - 1964     MONUMENTED       CGS
 DB1330
 DB1330                          STATION DESCRIPTION
 DB1330
 DB1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1330'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE COLORADO
 DB1330'RIVER AND THE NORTH EDGE OF THE CITY OF YUMA.  IT IS IN THE
 DB1330'WEST CURB OF THE WOODEN BRIDGE WHICH CARRIES THE OILED ROAD
 DB1330'TO THE YUMA INDIAN MISSION AND SCHOOL OVER THE SOUTHERN
 DB1330'PACIFIC RAILROAD TRACKS.
 DB1330'
 DB1330'TO REACH THE STATION FROM THE CITY HALL IN YUMA, GO EAST ON
 DB1330'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1330'ON PENETENTIARY AVENUE FOR A COMBINED DISTANCE OF 0.6 MILE
 DB1330'TO A FORK AT THE NORTH END OF THE COLORADO RIVER BRIDGE.
 DB1330'TAKE THE RIGHT FORK OVER THE RAILROAD BRIDGE TO THE STATION
 DB1330'ON THE LEFT NEAR THE NORTHWEST END OF THE BRIDGE.
 DB1330'
 DB1330'THE MARK IS A CENTER-PUNCHED LAG BOLT SCREWED INTO THE 6X6
 DB1330'TIMBER FORMING THE WEST CURB OF THE BRIDGE.  IT IS MARKED
 DB1330'BY THE LETTERS PT NO 30 CARVED IN THE TIMBER JUST SOUTH OF
 DB1330'THE BOLT.
 DB1330'
 DB1330'A TRAVERSE CONNECTION WAS MADE TO PT NO 30 R.M. (BLM) THE
 DB1330'DISTANCE BEING 9.2748 METERS OR 30.43 FEET AND THE BOLT IS
 DB1330'0.61 METER HIGHER THAN THE R.M.
 DB1330'
 DB1330'THIS STATION IS POINT NUMBER 30 OF THE INTERSTATE BOUNDARY COMPACT
 DB1330'BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
 DB1330'
 DB1330'THE GEODETIC AZIMUTH FROM STATION BDRY. PT. NO. 30 R.M. TO
 DB1330'BDRY. PT. NO. 30 IS 89 DEG 43 MIN 33 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1338 ***********************************************************************
 DB1338  DESIGNATION -  BOUNDARY PT 30 RM
 DB1338  PID         -  DB1338
 DB1338  STATE/COUNTY-  AZ/YUMA
 DB1338  USGS QUAD   -  YUMA EAST (1994)
 DB1338
 DB1338                         *CURRENT SURVEY CONTROL
 DB1338  ___________________________________________________________________
 DB1338* NAD 83(1992)-  32 43 47.89738(N)    114 36 55.60227(W)     ADJUSTED  
 DB1338* NAVD 88     -        55.4    (meters)     182.     (feet)  VERTCON   
 DB1338  ___________________________________________________________________
 DB1338  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1338  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1338  HORZ ORDER  -  SECOND
 DB1338
 DB1338.The horizontal coordinates were established by classical geodetic methods
 DB1338.and adjusted by the National Geodetic Survey in August 1993.
 DB1338
 DB1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1338
 DB1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1338
 DB1338.The geoid height was determined by GEOID03.
 DB1338
 DB1338;                    North         East     Units Scale Factor Converg.
 DB1338;SPC AZ W     -   192,145.479   132,240.025   MT  1.00001445   -0 28 04.6
 DB1338;SPC AZ W     -   630,398.55    433,858.35   iFT  1.00001445   -0 28 04.6
 DB1338;SPC CA 6     -   563,673.273 2,153,213.175   MT  1.00000931   +0 53 53.6
 DB1338;SPC CA 6     - 1,849,318.06  7,064,333.56   sFT  1.00000931   +0 53 53.6
 DB1338;UTM  11      - 3,623,867.244   723,458.251   MT  1.00021575   +1 17 23.3
 DB1338
 DB1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1338!SPC AZ W     -   0.99999660  x   1.00001445  =   1.00001105
 DB1338!SPC CA 6     -   0.99999660  x   1.00000931  =   1.00000591
 DB1338!UTM  11      -   0.99999660  x   1.00021575  =   1.00021235
 DB1338
 DB1338|---------------------------------------------------------------------|
 DB1338| PID    Reference Object                     Distance      Geod. Az  |
 DB1338|                                                           dddmmss.s |
 DB1338| CE9740 BOUNDARY PT 30 RM 1                  28.182 METERS 14914     |
 DB1338| DB1336 BEE                                  28.830 METERS 15947     |
 DB1338| DB1330 BOUNDARY PT 30 AZ CA                  9.275 METERS 26944     |
 DB1338|---------------------------------------------------------------------|
 DB1338
 DB1338                          SUPERSEDED SURVEY CONTROL
 DB1338
 DB1338  NAD 83(1986)-  32 43 47.90854(N)    114 36 55.61128(W) AD(       ) 2
 DB1338  NAD 27      -  32 43 47.74339(N)    114 36 52.78008(W) AD(       ) 2
 DB1338  NGVD 29 (07/19/86)   54.8    (m)          180.     (f) VERT ANG    3  
 DB1338
 DB1338.Superseded values are not recommended for survey control.
 DB1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1338.See file dsdata.txt to determine how the superseded data were derived.
 DB1338
 DB1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2345823867(NAD 83)
 DB1338_MARKER: DD = SURVEY DISK
 DB1338_SETTING: 0 = UNSPECIFIED SETTING
 DB1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1338
 DB1338  HISTORY     - Date     Condition        Report By
 DB1338  HISTORY     - 1964     MONUMENTED       BLM
 DB1338
 DB1338                          STATION DESCRIPTION
 DB1338
 DB1338'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1338'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE COLORADO
 DB1338'RIVER AND THE NORTH EDGE OF THE CITY OF YUMA.  IT IS ON THE
 DB1338'EAST SHOULDER OF THE ROAD AT THE NORTHEAST END OF THE WOODEN
 DB1338'BRIDGE OVER THE SOUTHERN PACIFIC RAILROAD TRACKS.
 DB1338'
 DB1338'TO REACH THE STATION FROM THE CITY HALL IN YUMA, GO EAST ON
 DB1338'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1338'ON PENETENTIARY AVENUE FOR A COMBINED DISTANCE OF 0.6 MILE
 DB1338'TO A FORK AT THE NORTH END OF THE COLORADO RIVER BRIDGE.  TAKE
 DB1338'THE RIGHT FORK ACROSS THE RAILROAD OVERPASS TO THE STATION ON
 DB1338'THE RIGHT AT THE NORTHEAST END OF THE BRIDGE.
 DB1338'
 DB1338'THE STATION MARK IS A U.S. BUREAU OF LAND MANAGEMENT CADASTRAL
 DB1338'SURVEY DISK STAMPED 30.4 FT R.M. PT NO 30 64 AND HAS AN ARROW
 DB1338'INDICATING THE DIRECTION TO POINT NO. 30 CUT IN ITS SURFACE.
 DB1338'THE MARK IS A BRONZE CAP RIVETED TO THE TOP OF A 2-INCH
 DB1338'IRON PIPE SET IN A MASS OF CONCRETE AND PROJECTS 6 INCHES
 DB1338'ABOVE GROUND.  IT IS 19 FEET NORTHEAST OF THE NORTHEAST CORNER
 DB1338'OF THE RAILROAD OVERPASS AND 16.6 FEET SOUTHEAST OF THE
 DB1338'CENTER OF THE OILED ROAD.
 DB1338'
 DB1338'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PT NO
 DB1338'30 R.M. (BLM) NO 1 1964 CEMENTED IN A DRILL HOLE IN A DEPRESSION
 DB1338'IN DECOMPOSED BEDROCK EXPOSED 2 FEET LONG BY 1 FOOT WIDE
 DB1338'AND PROJECTING 2 INCHES ABOVE THE SURROUNDING SURFACE.  IT
 DB1338'IS 17 FEET NORTH OF THE HIGHEST PART OF THE HILL, 2 FEET
 DB1338'LOWER THAN THE HIGHEST POINT, AND ABOUT 8 FEET HIGHER THAN
 DB1338'THE STATION.
 DB1338'
 DB1338'POINT NUMBER 30 IS A CENTER-PUNCHED LAG BOLT SCREWED INTO
 DB1338'THE 6X6 TIMBER FORMING THE WEST CURB OF THE WOODEN BRIDGE
 DB1338'OVER THE RAILROAD TRACKS.  IT IS MARKED BY THE LETTERS PT
 DB1338'NO 30 CARVED IN THE TIMBER JUST SOUTH OF THE BOLT.  IT IS
 DB1338'ABOUT 10 FEET SOUTH-SOUTHWEST OF THE NORTHWEST END OF THE
 DB1338'BRIDGE RAIL AND 0.2 FOOT HIGHER THAN STATION ELEVATION.
 DB1338'
 DB1338'NOTE--THE POINT HELD FOR OBSERVATIONS WAS A CENTER PUNCH MARK
 DB1338'IN THE MIDDLE OF THE ARROW ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1343 ***********************************************************************
 DB1343  DESIGNATION -  BOUNDARY PT 31 AZ CA
 DB1343  PID         -  DB1343
 DB1343  STATE/COUNTY-  AZ/YUMA
 DB1343  USGS QUAD   -  YUMA EAST (1994)
 DB1343
 DB1343                         *CURRENT SURVEY CONTROL
 DB1343  ___________________________________________________________________
 DB1343* NAD 83(1992)-  32 43 47.89566(N)    114 36 56.88778(W)     ADJUSTED  
 DB1343* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 DB1343  ___________________________________________________________________
 DB1343  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DB1343  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1343  HORZ ORDER  -  SECOND
 DB1343
 DB1343.The horizontal coordinates were established by classical geodetic methods
 DB1343.and adjusted by the National Geodetic Survey in August 1993.
 DB1343
 DB1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1343
 DB1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1343
 DB1343.The geoid height was determined by GEOID03.
 DB1343
 DB1343;                    North         East     Units Scale Factor Converg.
 DB1343;SPC AZ W     -   192,145.700   132,206.553   MT  1.00001451   -0 28 05.3
 DB1343;SPC AZ W     -   630,399.28    433,748.53   iFT  1.00001451   -0 28 05.3
 DB1343;SPC CA 6     -   563,672.695 2,153,179.707   MT  1.00000931   +0 53 52.9
 DB1343;SPC CA 6     - 1,849,316.17  7,064,223.76   sFT  1.00000931   +0 53 52.9
 DB1343;UTM  11      - 3,623,866.438   723,424.781   MT  1.00021557   +1 17 22.6
 DB1343
 DB1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1343!SPC AZ W     -   0.99999790  x   1.00001451  =   1.00001241
 DB1343!SPC CA 6     -   0.99999790  x   1.00000931  =   1.00000721
 DB1343!UTM  11      -   0.99999790  x   1.00021557  =   1.00021347
 DB1343
 DB1343|---------------------------------------------------------------------|
 DB1343| PID    Reference Object                     Distance      Geod. Az  |
 DB1343|                                                           dddmmss.s |
 DB1343| DB1330 BOUNDARY PT 30 AZ CA                 24.197 METERS 08959     |
 DB1343| DB1336 BEE                                  51.145 METERS 12152     |
 DB1343| CE9741 BOUNDARY PT 31 RM 1                  37.728 METERS 17226     |
 DB1343| DB1353 MISSION                              95.293 METERS 17959     |
 DB1343| DB1333 BOUNDARY PT 33 AZ CA                APPROX. 0.8 KM 2645546.3 |
 DB1343| CE9742 BOUNDARY PT 31 RM 2                  59.296 METERS 33716     |
 DB1343|---------------------------------------------------------------------|
 DB1343
 DB1343                          SUPERSEDED SURVEY CONTROL
 DB1343
 DB1343  NAD 83(1986)-  32 43 47.90676(N)    114 36 56.89684(W) AD(       ) 2
 DB1343  NAD 27      -  32 43 47.74164(N)    114 36 54.06545(W) AD(       ) 2
 DB1343  NGVD 29 (07/19/86)   46.5    (m)          153.     (f) VERT ANG    3  
 DB1343
 DB1343.Superseded values are not recommended for survey control.
 DB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1343.See file dsdata.txt to determine how the superseded data were derived.
 DB1343
 DB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2342523866(NAD 83)
 DB1343_MARKER: DD = SURVEY DISK
 DB1343_SETTING: 0 = UNSPECIFIED SETTING
 DB1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1343+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2007
 DB1343
 DB1343  HISTORY     - Date     Condition        Report By
 DB1343  HISTORY     - 1964     MONUMENTED       BLM
 DB1343  HISTORY     - 20070616 GOOD             GEOCAC
 DB1343
 DB1343                          STATION DESCRIPTION
 DB1343
 DB1343'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1343'THE STATION IS LOCATED AIRLINE, ABOUT 1/2 MILE NORTH-NORTHEAST
 DB1343'OF YUMA AND 0.2 MILE NORTH OF THE ARIZONA CHECK STATION ON
 DB1343'OLD U.S. HIGHWAY 80.
 DB1343'
 DB1343'TO REACH THE STATION FROM THE POST OFFICE IN YUMA, GO NORTH
 DB1343'ON MAIN STREET FOR 0.25 MILE TO FIRST STREET.  TURN RIGHT AND
 DB1343'GO EAST AND NORTH ON FIRST STREET (OLD U.S. HIGHWAY 80)
 DB1343'FOR 0.4 MILE TO A FORK AT THE NORTH END OF A BRIDGE OVER
 DB1343'THE COLORADO RIVER.  TAKE THE LEFT FORK (OLD HIGHWAY 80)
 DB1343'AND CONTINUE NORTH ON THE PAVED ROAD FOR 0.05 MILE TO THE
 DB1343'SOUTH END OF AN OLD ABANDONED CHECK STATION AND THE STATION
 DB1343'ON THE RIGHT.
 DB1343'
 DB1343'STATION MARK IS A U.S. BUREAU OF LAND MANAGEMENT BRONZE DISK,
 DB1343'STAMPED CAL ARIZ PT NO 31 1964, BRAZED TO THE TOP OF A 3-INCH
 DB1343'IRON PIPE WHICH IS SET IN AN IRREGULAR MASS OF CONCRETE FLUSH
 DB1343'WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET EAST OF THE
 DB1343'CENTERLINE OF OLD U.S. HIGHWAY 80, 20 FEET EAST-NORTHEAST
 DB1343'OF A WOODEN FLAGPOLE AND 13 FEET SOUTHEAST OF THE SOUTHEAST
 DB1343'CORNER OF A BRICK BUILDING.
 DB1343'
 DB1343'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO 31 NO
 DB1343'1 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH END
 DB1343'OF A CONCRETE ABUTMENT WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 DB1343'GROUND SURFACE.  IT IS 125 FEET SOUTH OF THE SOUTHWEST CORNER
 DB1343'OF THE BRICK BUILDING, 19 FEET EAST OF THE CENTERLINE OF
 DB1343'THE HIGHWAY AND ABOUT 5 FEET HIGHER IN ELEVATION THAN THE
 DB1343'STATION.
 DB1343'
 DB1343'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAL ARIZ PT NO
 DB1343'31 NO 2 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 DB1343'SOUTHWEST CORNER OF A RAILROAD SIGNAL FOUNDATION WHICH PROJECTS
 DB1343'ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 87 FEET EAST
 DB1343'OF THE CENTERLINE OF THE HIGHWAY, 35 FEET EAST-NORTHEAST
 DB1343'OF THE NORTHEAST CORNER OF THE BRICK BUILDING, 10 FEET SOUTHWEST
 DB1343'OF THE SOUTHWEST RAIL OF A RAILROAD TRACK AND ABOUT THE
 DB1343'SAME ELEVATION AS THE STATION.
 DB1343
 DB1343                          STATION RECOVERY (2007)
 DB1343
 DB1343'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1343'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 DB1343'FOLLOWING UPDATE TO THE DESCRIPTION   THE FLAGPOLE IS GONE, THE
 DB1343'STATION MARK IS 4 INCHES BELOW THE GRAVEL SURFACE AND IS 9.7 FEET
 DB1343'NORTHWEST OF A WITNESS POST. DID NOT SEARCH FOR REFERENCE MARK 1 OR
 DB1343'REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1333 ***********************************************************************
 DB1333  DESIGNATION -  BOUNDARY PT 33 AZ CA
 DB1333  PID         -  DB1333
 DB1333  STATE/COUNTY-  AZ/YUMA
 DB1333  USGS QUAD   -  YUMA EAST (1994)
 DB1333
 DB1333                         *CURRENT SURVEY CONTROL
 DB1333  ___________________________________________________________________
 DB1333* NAD 83(1992)-  32 43 45.53308(N)    114 37 28.37542(W)     ADJUSTED  
 DB1333* NAVD 88     -        49.5    (meters)     162.     (feet)  VERTCON   
 DB1333  ___________________________________________________________________
 DB1333  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DB1333  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DB1333  HORZ ORDER  -  SECOND
 DB1333
 DB1333.The horizontal coordinates were established by classical geodetic methods
 DB1333.and adjusted by the National Geodetic Survey in August 1993.
 DB1333
 DB1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1333
 DB1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1333
 DB1333.The geoid height was determined by GEOID03.
 DB1333
 DB1333;                    North         East     Units Scale Factor Converg.
 DB1333;SPC AZ W     -   192,079.653   131,386.091   MT  1.00001616   -0 28 22.3
 DB1333;SPC AZ W     -   630,182.59    431,056.73   iFT  1.00001616   -0 28 22.3
 DB1333;SPC CA 6     -   563,587.107 2,152,361.059   MT  1.00000943   +0 53 35.6
 DB1333;SPC CA 6     - 1,849,035.37  7,061,537.91   sFT  1.00000943   +0 53 35.6
 DB1333;UTM  11      - 3,623,775.238   722,606.570   MT  1.00021107   +1 17 05.5
 DB1333
 DB1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1333!SPC AZ W     -   0.99999752  x   1.00001616  =   1.00001368
 DB1333!SPC CA 6     -   0.99999752  x   1.00000943  =   1.00000695
 DB1333!UTM  11      -   0.99999752  x   1.00021107  =   1.00020859
 DB1333
 DB1333                          SUPERSEDED SURVEY CONTROL
 DB1333
 DB1333  NAD 83(1986)-  32 43 45.54416(N)    114 37 28.38449(W) AD(       ) 2
 DB1333  NAD 27      -  32 43 45.37941(N)    114 37 25.55221(W) AD(       ) 2
 DB1333  NGVD 29 (07/19/86)   48.9    (m)          160.     (f) VERT ANG    3  
 DB1333
 DB1333.Superseded values are not recommended for survey control.
 DB1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1333.See file dsdata.txt to determine how the superseded data were derived.
 DB1333
 DB1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2260723775(NAD 83)
 DB1333_MARKER: DS = TRIANGULATION STATION DISK
 DB1333_SETTING: 0 = UNSPECIFIED SETTING
 DB1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1333
 DB1333  HISTORY     - Date     Condition        Report By
 DB1333  HISTORY     - 1964     MONUMENTED       CGS
 DB1333  HISTORY     - 19901006 GOOD             USPSQD
 DB1333
 DB1333                          STATION DESCRIPTION
 DB1333
 DB1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1333'THE STATION IS A STANDARD STATION MARK DISK, STAMPED POINT NO
 DB1333'33 1964, CEMENTED IN A DRILL HOLE IN THE DETERMINED CENTER
 DB1333'OF U.S. HIGHWAY 80 BRIDGE OVER THE COLORADO RIVER IN YUMA.
 DB1333'THE DISK IS 6 INCHES BELOW THE SURFACE OF ASPHALT.  THE CENTER
 DB1333'OF THE BRIDGE WAS DETERMINED WITH A 300 FT. STEEL TAPE.
 DB1333'
 DB1333'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DB1333'MISSION, THE DISTANCE BEING 820.215 METERS.
 DB1333'
 DB1333'THE GEODETIC AZIMUTH FROM STATION MISSION TO BDRY. PT. NO. 33
 DB1333'IS 91 DEG 34 MIN 32.0 SEC.
 DB1333
 DB1333                          STATION RECOVERY (1990)
 DB1333
 DB1333'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0933 ***********************************************************************
 EU0933  DESIGNATION -  BOUNDARY PT 4 AZ CA
 EU0933  PID         -  EU0933
 EU0933  STATE/COUNTY-  AZ/MOHAVE
 EU0933  USGS QUAD   -  TOPOCK (1970)
 EU0933
 EU0933                         *CURRENT SURVEY CONTROL
 EU0933  ___________________________________________________________________
 EU0933* NAD 83(1992)-  34 42 59.76542(N)    114 29 15.37456(W)     ADJUSTED  
 EU0933* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 EU0933  ___________________________________________________________________
 EU0933  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EU0933  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0933  HORZ ORDER  -  SECOND
 EU0933
 EU0933.The horizontal coordinates were established by classical geodetic methods
 EU0933.and adjusted by the National Geodetic Survey in August 1993.
 EU0933
 EU0933.The orthometric height was scaled from a topographic map.
 EU0933
 EU0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0933
 EU0933.The geoid height was determined by GEOID03.
 EU0933
 EU0933;                    North         East     Units Scale Factor Converg.
 EU0933;SPC AZ W     -   412,399.124   145,797.990   MT  0.99998957   -0 25 12.3
 EU0933;SPC AZ W     - 1,353,015.50    478,339.86   iFT  0.99998957   -0 25 12.3
 EU0933;SPC CA 5     -   640,571.530 2,321,651.302   MT  0.99992231   +2 00 07.6
 EU0933;SPC CA 5     - 2,101,608.43  7,616,950.98   sFT  0.99992231   +2 00 07.6
 EU0933;UTM  11      - 3,844,489.908   730,074.032   MT  1.00025248   +1 25 53.3
 EU0933
 EU0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0933!SPC AZ W     -   0.99998100  x   0.99998957  =   0.99997057
 EU0933!SPC CA 5     -   0.99998100  x   0.99992231  =   0.99990331
 EU0933!UTM  11      -   0.99998100  x   1.00025248  =   1.00023347
 EU0933
 EU0933                          SUPERSEDED SURVEY CONTROL
 EU0933
 EU0933  NAD 83(1986)-  34 42 59.77134(N)    114 29 15.38244(W) AD(       ) 2
 EU0933  NAD 27      -  34 42 59.74271(N)    114 29 12.52097(W) AD(       ) 2
 EU0933
 EU0933.Superseded values are not recommended for survey control.
 EU0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0933.See file dsdata.txt to determine how the superseded data were derived.
 EU0933
 EU0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3007444490(NAD 83)
 EU0933_MARKER: DS = TRIANGULATION STATION DISK
 EU0933_SETTING: 0 = UNSPECIFIED SETTING
 EU0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0933
 EU0933  HISTORY     - Date     Condition        Report By
 EU0933  HISTORY     - 1964     MONUMENTED       CGS
 EU0933
 EU0933                          STATION DESCRIPTION
 EU0933
 EU0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0933'THE STATION IS 1/4 MILE WEST OF TOPOCK, ARIZONA ON THE CONCRETE
 EU0933'CENTER SUPPORT OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO
 EU0933'RIVER.  IT IS POINT NO. 4 OF THE INTERSTATE COMPACT DEFINING THE
 EU0933'BOUNDARY BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
 EU0933'
 EU0933'THE MARK IS A STANDARD TRIANGULATION DISK STAMPED POINT NO 4
 EU0933'CEMENTED IN A DRILL HOLE IN THE CONCRETE OF THE CENTER PIER.
 EU0933'IT IS MIDWAY BETWEEN THE EAST AND WEST EDGES OF THE PIER AND
 EU0933'UNDER THE CENTER OF THE ROADWAY OVERHEAD.  THIS IS NOT THE EXACT
 EU0933'CENTER OF THE STEELWORK OF THE BRIDGE BECAUSE THE STEEL IS NOT
 EU0933'CENTERED ON THE CONCRETE PIER.
 EU0933'
 EU0933'A TRAVERSE CONNECTION WAS MADE THROUGH AN ECCENTRIC POINT TO
 EU0933'TRIANGULATION STATION CENTER WHICH IS ON THE NORTHEAST CORNER OF
 EU0933'THE CENTER PIER.  THE DISTANCE IS 5.082 M. (16.67 FT.)
 EU0933'
 EU0933'THE GEODETIC AZIMUTH FROM STATION CENTER TO BDRY. PT. NO. 4 IS 349
 EU0933'DEG 10 MIN 28 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0972 ***********************************************************************
 EU0972  DESIGNATION -  BOUNDARY PT 8 AZ CA=WATHEN
 EU0972  PID         -  EU0972
 EU0972  STATE/COUNTY-  AZ/LA PAZ
 EU0972  USGS QUAD   -  PARKER (1975)
 EU0972
 EU0972                         *CURRENT SURVEY CONTROL
 EU0972  ___________________________________________________________________
 EU0972* NAD 83(1992)-  34 10 20.25265(N)    114 16 31.21521(W)     ADJUSTED  
 EU0972* NAVD 88     -       119.4    (meters)     392.     (feet)  VERTCON   
 EU0972  ___________________________________________________________________
 EU0972  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 EU0972  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EU0972  HORZ ORDER  -  THIRD
 EU0972
 EU0972.The horizontal coordinates were established by classical geodetic methods
 EU0972.and adjusted by the National Geodetic Survey in August 1993.
 EU0972
 EU0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0972
 EU0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0972
 EU0972.The geoid height was determined by GEOID03.
 EU0972
 EU0972;                    North         East     Units Scale Factor Converg.
 EU0972;SPC AZ W     -   351,899.733   164,927.984   MT  0.99996224   -0 17 42.3
 EU0972;SPC AZ W     - 1,154,526.68    541,102.31   iFT  0.99996224   -0 17 42.3
 EU0972;SPC CA 5     -   580,935.908 2,343,317.940   MT  0.99997279   +2 07 23.2
 EU0972;SPC CA 5     - 1,905,953.89  7,688,035.61   sFT  0.99997279   +2 07 23.2
 EU0972;UTM  11      - 3,784,615.269   751,142.740   MT  1.00037756   +1 31 52.3
 EU0972
 EU0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0972!SPC AZ W     -   0.99998616  x   0.99996224  =   0.99994840
 EU0972!SPC CA 5     -   0.99998616  x   0.99997279  =   0.99995895
 EU0972!UTM  11      -   0.99998616  x   1.00037756  =   1.00036372
 EU0972
 EU0972:                Primary Azimuth Mark                     Grid Az
 EU0972:SPC AZ W     -  BLUFF                                    089 49 21.9
 EU0972:SPC CA 5     -  BLUFF                                    087 24 16.4
 EU0972:UTM  11      -  BLUFF                                    087 59 47.3
 EU0972
 EU0972|---------------------------------------------------------------------|
 EU0972| PID    Reference Object                     Distance      Geod. Az  |
 EU0972|                                                           dddmmss.s |
 EU0972| EU0967 BLUFF                               APPROX. 2.1 KM 0893139.6 |
 EU0972| CC5859 WATHEN RM 1                          16.377 METERS 20151     |
 EU0972| CC5860 WATHEN RM 2                          18.489 METERS 29807     |
 EU0972|---------------------------------------------------------------------|
 EU0972
 EU0972                          SUPERSEDED SURVEY CONTROL
 EU0972
 EU0972  NAD 83(1986)-  34 10 20.25351(N)    114 16 31.22112(W) AD(       ) 3
 EU0972  NAD 27      -  34 10 20.19675(N)    114 16 28.40019(W) AD(       ) 3
 EU0972  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG    3  
 EU0972
 EU0972.Superseded values are not recommended for survey control.
 EU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0972.See file dsdata.txt to determine how the superseded data were derived.
 EU0972
 EU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5114384615(NAD 83)
 EU0972_MARKER: DD = SURVEY DISK
 EU0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0972
 EU0972  HISTORY     - Date     Condition        Report By
 EU0972  HISTORY     - 1964     MONUMENTED       CGS
 EU0972
 EU0972                          STATION DESCRIPTION
 EU0972
 EU0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0972'THE STATION IS FIXED POINT NO. 8 OF THE ARIZONA-CALIFORNIA
 EU0972'BOUNDARY.  IT IS LOCATED AT THE CENTER OF THE EARTH FILL OF THE
 EU0972'HEADGATE ROCK DAM WHICH IS AIRLINE, ABOUT 2 MILES NORTH-NORTHEAST
 EU0972'OF PARKER, ARIZONA.
 EU0972'
 EU0972'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE DRIVE
 EU0972'AND CALIFORNIA AVENUE IN PARKER, GO EAST ON RIVERSIDE DRIVE
 EU0972'FOR 0.9 MILE TO A FORK AND SIGN DEAD END ROAD.  TAKE THE LEFT
 EU0972'FORK AND GO NORTH ON A PAVED ROAD FOR 0.55 MILE TO A LOCKED
 EU0972'CABLE ACROSS THE ROAD.  (KEY TO THE LOCK CAN BE OBTAINED FROM
 EU0972'THE CARETAKERS RESIDENCE WHICH IS THE HOUSE TO THE NORTH OF
 EU0972'THE GATE.) CONTINUE NORTH ON THE PAVED ROAD, CROSSING THE
 EU0972'CONCRETE SPILLWAY, FOR 0.3 MILE TO THE NORTH END OF THE
 EU0972'SPILLWAY.  TURN RIGHT AND GO NORTHEAST ON A TRACK ROAD FOR 0.3
 EU0972'MILE TO THE CENTER OF THE HEADGATE ROCK DAM AND THE STATION.
 EU0972'
 EU0972'STATION MARK IS A BRONZE PLATE, STAMPED 21+00JS 11S BM ELV
 EU0972'389.91 CRIR, SET IN THE TOP OF AN 8 BY 14 INCH CONCRETE POST
 EU0972'FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET EAST OF THE
 EU0972'CENTER OF THE DAM AND 3.8 FEET WEST OF A CONCRETE MONUMENT
 EU0972'WHICH IS ABOUT 8 FEET HIGH AND HAS THE LETTERS WATHEN DAM
 EU0972'USIS 1941 ON THE WEST SIDE, CALIFORNIA ON THE NORTH SIDE AND
 EU0972'ARIZONA ON THE SOUTH SIDE.
 EU0972'
 EU0972'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WATHEN NO 1
 EU0972'1964, SET IN THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN
 EU0972'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 EU0972'IT IS 18 FEET WEST OF THE CENTER OF THE DAM AND ABOUT THE
 EU0972'SAME ELEVATION AS THE STATION.
 EU0972'
 EU0972'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WATHEN NO 2
 EU0972'1964, SET IN THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN
 EU0972'DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 EU0972'IT IS 15 FEET WEST OF THE CENTER OF THE DAM AND ABOUT THE
 EU0972'SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1300 ***********************************************************************
 DB1300  DESIGNATION -  BOUNDARY PT B IMPERIAL DAM
 DB1300  PID         -  DB1300
 DB1300  STATE/COUNTY-  AZ/YUMA
 DB1300  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1300
 DB1300                         *CURRENT SURVEY CONTROL
 DB1300  ___________________________________________________________________
 DB1300* NAD 83(1992)-  32 52 58.39978(N)    114 27 46.08647(W)     ADJUSTED  
 DB1300* NAVD 88     -        55.7    (meters)     183.     (feet)  VERTCON   
 DB1300  ___________________________________________________________________
 DB1300  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DB1300  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DB1300  HORZ ORDER  -  SECOND
 DB1300
 DB1300.The horizontal coordinates were established by classical geodetic methods
 DB1300.and adjusted by the National Geodetic Survey in August 1993.
 DB1300
 DB1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1300
 DB1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1300
 DB1300.The geoid height was determined by GEOID03.
 DB1300
 DB1300;                    North         East     Units Scale Factor Converg.
 DB1300;SPC AZ W     -   208,997.029   146,662.251   MT  0.99998817   -0 23 13.2
 DB1300;SPC AZ W     -   685,685.79    481,175.36   iFT  0.99998817   -0 23 13.2
 DB1300;SPC CA 6     -   580,864.185 2,167,229.009   MT  0.99998493   +0 58 55.5
 DB1300;SPC CA 6     - 1,905,718.58  7,110,317.17   sFT  0.99998493   +0 58 55.5
 DB1300;UTM  11      - 3,641,158.540   737,359.200   MT  1.00029473   +1 22 41.3
 DB1300
 DB1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1300!SPC AZ W     -   0.99999651  x   0.99998817  =   0.99998468
 DB1300!SPC CA 6     -   0.99999651  x   0.99998493  =   0.99998144
 DB1300!UTM  11      -   0.99999651  x   1.00029473  =   1.00029124
 DB1300
 DB1300                          SUPERSEDED SURVEY CONTROL
 DB1300
 DB1300  NAD 83(1986)-  32 52 58.40454(N)    114 27 46.09171(W) AD(       ) 2
 DB1300  NAD 27      -  32 52 58.25233(N)    114 27 43.27999(W) AD(       ) 2
 DB1300  NGVD 29 (07/19/86)   55.0    (m)          180.     (f) VERT ANG    3  
 DB1300
 DB1300.Superseded values are not recommended for survey control.
 DB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1300.See file dsdata.txt to determine how the superseded data were derived.
 DB1300
 DB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3735941159(NAD 83)
 DB1300_MARKER: B = BOLT
 DB1300_SETTING: 0 = UNSPECIFIED SETTING
 DB1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1300
 DB1300  HISTORY     - Date     Condition        Report By
 DB1300  HISTORY     - 1964     MONUMENTED       CGS
 DB1300
 DB1300                          STATION DESCRIPTION
 DB1300
 DB1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1300'THE STATION IS A 3/4 INCH IN DIAMETER STEEL BOLT, WITH A CENTER
 DB1300'PUNCH HOLE IN ITS TOP.  IT IS CEMENTED IN A DRILL HOLE IN THE
 DB1300'CREST OF THE OVER-FLOW WEIR, AT THE EAST END OF THE WEIR AND NEAR
 DB1300'THE EAST END OF IMPERIAL DAM.
 DB1300'
 DB1300'A TRAVERSE CONNECTION WAS MADE TO BOLT A, SITUATED NEAR THE
 DB1300'WEST END OF THE WEIR, THE DISTANCE BEING 1,193.32 FEET OR
 DB1300'(363.725 METERS), WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1288 ***********************************************************************
 DB1288  DESIGNATION -  BOUNDARY PT B LAGUNA DAM
 DB1288  PID         -  DB1288
 DB1288  STATE/COUNTY-  AZ/YUMA
 DB1288  USGS QUAD   -  LAGUNA DAM (1979)
 DB1288
 DB1288                         *CURRENT SURVEY CONTROL
 DB1288  ___________________________________________________________________
 DB1288* NAD 83(1992)-  32 49 07.91194(N)    114 29 19.42940(W)     ADJUSTED  
 DB1288* NAVD 88     -        46.5    (meters)     153.     (feet)  VERTCON   
 DB1288  ___________________________________________________________________
 DB1288  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DB1288  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DB1288  HORZ ORDER  -  SECOND
 DB1288
 DB1288.The horizontal coordinates were established by classical geodetic methods
 DB1288.and adjusted by the National Geodetic Survey in August 1993.
 DB1288
 DB1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1288
 DB1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1288
 DB1288.The geoid height was determined by GEOID03.
 DB1288
 DB1288;                    North         East     Units Scale Factor Converg.
 DB1288;SPC AZ W     -   201,913.523   144,186.364   MT  0.99999231   -0 24 01.4
 DB1288;SPC AZ W     -   662,445.94    473,052.38   iFT  0.99999231   -0 24 01.4
 DB1288;SPC CA 6     -   573,723.566 2,164,923.025   MT  0.99999428   +0 58 04.3
 DB1288;SPC CA 6     - 1,882,291.40  7,102,751.62   sFT  0.99999428   +0 58 04.3
 DB1288;UTM  11      - 3,634,000.058   735,101.817   MT  1.00028159   +1 21 42.1
 DB1288
 DB1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1288!SPC AZ W     -   0.99999797  x   0.99999231  =   0.99999028
 DB1288!SPC CA 6     -   0.99999797  x   0.99999428  =   0.99999225
 DB1288!UTM  11      -   0.99999797  x   1.00028159  =   1.00027956
 DB1288
 DB1288:                Primary Azimuth Mark                     Grid Az
 DB1288:SPC AZ W     -  LAGUNA                                   314 45 23.2
 DB1288:SPC CA 6     -  LAGUNA                                   313 23 17.5
 DB1288:UTM  11      -  LAGUNA                                   312 59 39.7
 DB1288
 DB1288|---------------------------------------------------------------------|
 DB1288| PID    Reference Object                     Distance      Geod. Az  |
 DB1288|                                                           dddmmss.s |
 DB1288| DB1281 LAGUNA                              APPROX. 0.7 KM 3142121.8 |
 DB1288|---------------------------------------------------------------------|
 DB1288
 DB1288                          SUPERSEDED SURVEY CONTROL
 DB1288
 DB1288  NAD 83(1986)-  32 49 07.91798(N)    114 29 19.43581(W) AD(       ) 2
 DB1288  NAD 27      -  32 49 07.76112(N)    114 29 16.61989(W) AD(       ) 2
 DB1288  NGVD 29 (07/19/86)   45.8    (m)          150.     (f) VERT ANG    3  
 DB1288
 DB1288.Superseded values are not recommended for survey control.
 DB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1288.See file dsdata.txt to determine how the superseded data were derived.
 DB1288
 DB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3510234000(NAD 83)
 DB1288_MARKER: B = BOLT
 DB1288_SETTING: 0 = UNSPECIFIED SETTING
 DB1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1288
 DB1288  HISTORY     - Date     Condition        Report By
 DB1288  HISTORY     - 1964     MONUMENTED       CGS
 DB1288  HISTORY     - 20070616 POOR             GEOCAC
 DB1288
 DB1288                          STATION DESCRIPTION
 DB1288
 DB1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1288'THE STATION IS A 3/4 INCH BOLT, WITH A CENTER PUNCH HOLE IN THE
 DB1288'TOP.  IT IS CEMENTED IN A DRILL HOLE IN THE CREST OF THE LAGUNA
 DB1288'DAM WEIR.  IT IS 50 FEET WEST OF THE EAST END OF THE WEIR.
 DB1288'
 DB1288'THIS STATION WAS USED FOR LOCATING FIXED POINT NUMBER 18.
 DB1288'
 DB1288'A TRAVERSE CONNECTION WAS MADE TO POINT NO 18, THE DISTANCE
 DB1288'BEING 713.540 METERS, WEST-NORTHWEST.
 DB1288'
 DB1288'TRAVERSE CONNECTION WAS MADE WITH AN ELECTROTAPE.
 DB1288
 DB1288                          STATION RECOVERY (2007)
 DB1288
 DB1288'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1288'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DB1288'THE DESCRIPTION   THE BOLT IS BENT HORIZONTAL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1120 ***********************************************************************
 FS1120  HT_MOD      -  This is a Height Modernization Survey Station.
 FS1120  DESIGNATION -  BOUNDARY REF PT 1 B
 FS1120  PID         -  FS1120
 FS1120  STATE/COUNTY-  AZ/MOHAVE
 FS1120  USGS QUAD   -  MT MANCHESTER (1983)
 FS1120
 FS1120                         *CURRENT SURVEY CONTROL
 FS1120  ___________________________________________________________________
 FS1120* NAD 83(2007)-  35 00 00.12764(N)    114 37 50.92434(W)     ADJUSTED  
 FS1120* NAVD 88     -       150.17   (meters)     492.7    (feet)  GPS OBS   
 FS1120  ___________________________________________________________________
 FS1120  EPOCH DATE  -        2007.00
 FS1120  X           -  -2,179,923.317 (meters)                     COMP
 FS1120  Y           -  -4,754,608.381 (meters)                     COMP
 FS1120  Z           -   3,637,938.754 (meters)                     COMP
 FS1120  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FS1120  ELLIP HEIGHT-         119.639 (meters)          (03/02/09) ADJUSTED
 FS1120  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FS1120  HORZ ORDER  -  A
 FS1120  ELLP ORDER  -  FOURTH    CLASS I
 FS1120
 FS1120.The horizontal coordinates were established by GPS observations
 FS1120.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS1120
 FS1120.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS1120.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS1120.The horizontal coordinates are valid at the epoch date displayed above.
 FS1120.The epoch date for horizontal control is a decimal equivalence
 FS1120.of Year/Month/Day.
 FS1120
 FS1120.The orthometric height was determined by GPS observations and a
 FS1120.high-resolution geoid model.
 FS1120.The orthometric height was determined by GPS observations and a
 FS1120.high-resolution geoid model using precise GPS observation and
 FS1120.processing techniques.
 FS1120
 FS1120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1120
 FS1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1120
 FS1120.The ellipsoidal height was determined by GPS observations
 FS1120.and is referenced to NAD 83.
 FS1120
 FS1120.The geoid height was determined by GEOID03.
 FS1120
 FS1120;                    North         East     Units Scale Factor Converg.
 FS1120;SPC AZ W     -   443,947.438   132,956.558   MT  1.00001298   -0 30 18.9
 FS1120;SPC AZ W     - 1,456,520.47    436,209.18   iFT  1.00001298   -0 30 18.9
 FS1120;SPC CA 5     -   671,546.175 2,307,488.202   MT  0.99993154   +1 55 13.7
 FS1120;SPC CA 5     - 2,203,231.08  7,570,484.21   sFT  0.99993154   +1 55 13.7
 FS1120;SPC NV E     - 8,028,150.294   286,946.549   MT  0.99999314   +0 32 47.0
 FS1120;SPC NV E     -26,339,023.09    941,423.80   sFT  0.99999314   +0 32 47.0
 FS1120;UTM  11      - 3,875,611.879   716,213.452   MT  1.00017619   +1 21 34.0
 FS1120
 FS1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1120!SPC AZ W     -   0.99998122  x   1.00001298  =   0.99999420
 FS1120!SPC CA 5     -   0.99998122  x   0.99993154  =   0.99991276
 FS1120!SPC NV E     -   0.99998122  x   0.99999314  =   0.99997436
 FS1120!UTM  11      -   0.99998122  x   1.00017619  =   1.00015741
 FS1120
 FS1120|---------------------------------------------------------------------|
 FS1120| PID    Reference Object                     Distance      Geod. Az  |
 FS1120|                                                           dddmmss.s |
 FS1120| CC6510 SOTO RM 1                            29.126 METERS 01723     |
 FS1120| FS1114 SOTO                                  4.564 METERS 02837     |
 FS1120| CC6511 SOTO RM 2                            18.772 METERS 11346     |
 FS1120| FS1097 BOUNDARY REF PT 1 A                 APPROX. 0.5 KM 3142833.1 |
 FS1120| FS1101 BOUNDARY PT 1 AZ CA NV              273.998 METERS 31510     |
 FS1120|---------------------------------------------------------------------|
 FS1120
 FS1120                          SUPERSEDED SURVEY CONTROL
 FS1120
 FS1120  NAD 83(1992)-  35 00 00.12803(N)    114 37 50.92365(W) AD(       ) 2
 FS1120  NAD 83(1986)-  35 00 00.13605(N)    114 37 50.92413(W) AD(       ) 2
 FS1120  NAD 27      -  35 00 00.12984(N)    114 37 48.04945(W) AD(       ) 2
 FS1120  NGVD 29 (07/19/86)  149.5    (m)          490.     (f) VERT ANG    3  
 FS1120
 FS1120.Superseded values are not recommended for survey control.
 FS1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1120.See file dsdata.txt to determine how the superseded data were derived.
 FS1120
 FS1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1621375612(NAD 83)
 FS1120_MARKER: DS = TRIANGULATION STATION DISK
 FS1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1120_STAMPING: POINT NO 1 B 1964
 FS1120_MARK LOGO: CGS   
 FS1120_PROJECTION: PROJECTING 5 CENTIMETERS
 FS1120_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1120+STABILITY: SURFACE MOTION
 FS1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1120+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FS1120
 FS1120  HISTORY     - Date     Condition        Report By
 FS1120  HISTORY     - 1964     MONUMENTED       CGS
 FS1120  HISTORY     - 20080625 GOOD             GEOANA
 FS1120
 FS1120                          STATION DESCRIPTION
 FS1120
 FS1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1120'THE STATION IS ABOUT 11 MILES NORTH OF NEEDLES, CALIFORNIA,
 FS1120'NEAR THE STATE BOUNDARIES OF CALIFORNIA, NEVADA AND ARIZONA,
 FS1120'AND ON THE EAST BANK OF THE COLORADO RIVER.  THIS STATION
 FS1120'WAS ESTABLISHED TO DETERMINE FIXED POINT NUMBER ONE.
 FS1120'
 FS1120'TO REACH THE STATION FROM THE INTERSECTION OF FRONT AND H
 FS1120'STREETS AT THE NORTHWEST CORNER OF THE CITY HALL IN NEEDLES,
 FS1120'CALIFORNIA, GO NORTH ON H STREET, CROSSING THE SANTA FE RAILROAD,
 FS1120'FOR 0.15 MILE TO A T-ROAD AND A GOLF COURSE ON THE NORTH
 FS1120'SIDE OF THE INTERSECTION.  TURN RIGHT AND GO EASTERLY ON
 FS1120'PAVED ROAD FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT, SOUTH AND
 FS1120'FOLLOW ALONG LEVEE ROAD FOR 1.0 MILE TO A BRIDGE OVER THE
 FS1120'COLORADO RIVER.  CONTINUE AHEAD, CROSSING THE BRIDGE FOR 0.1
 FS1120'MILE TO A T-ROAD.  TURN LEFT AND GO NORTHWEST ON PAVED ROAD
 FS1120'1.0 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTH
 FS1120'ON THE PAVED ROAD FOR 8.2 MILES TO A CROSSROAD AND SIGN
 FS1120'OATMAN - DAVIS DAM ON THE RIGHT.  TURN LEFT AND GO WEST ON
 FS1120'A GRAVEL ROAD FOR 1.6 MILES TO A FORK.  TAKE THE RIGHT FORK
 FS1120'AND GO NORTHWEST ON A GRAVEL ROAD FOR 0.45 MILE TO A
 FS1120'LEVEE ROAD.  TURN RIGHT AND GO NORTH ON THE LEVEE ROAD
 FS1120'FOR 1.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 FS1120'AND GO WEST FOR 0.1 MILE TO A T-ROAD ON THE EAST RIVER
 FS1120'BANK.  TURN RIGHT AND GO NORTH ON THE EAST BANK RIVER ROAD
 FS1120'FOR 0.1 MILE TO A TURN-OUT AND THE STATION ON THE RIGHT.
 FS1120'
 FS1120'STATION MARKS ARE STANDARD DISKS STAMPED POINT NO 1 B 1964.
 FS1120'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 FS1120'PROJECTING 2 INCHES.  IT IS 34 FEET EAST OF THE CENTERLINE
 FS1120'OF THE RIVER ROAD AND 4 FEET NORTH OF THE SOUTH EDGE OF THE
 FS1120'FILL OF THE TURN-OUT.  THE UNDERGROUND DISK IS SET IN AN
 FS1120'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 FS1120'
 FS1120'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOTO NO 1 1964, SET
 FS1120'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.  IT
 FS1120'IS 84 FEET EAST OF THE CENTERLINE OF THE ROAD AND ABOUT 4
 FS1120'FEET LOWER THAN THE STATION.
 FS1120'
 FS1120'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SOTO NO 2 1964,
 FS1120'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
 FS1120'IT IS 68 FEET EAST OF THE CENTERLINE OF THE ROAD AND ABOUT
 FS1120'4 FEET LOWER THAN THE STATION.
 FS1120'
 FS1120'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SOTO.
 FS1120'THE DISTANCE BEING 4.563 METERS OR 14.97 FEET, NORTH.
 FS1120'
 FS1120
 FS1120                          STATION RECOVERY (2008)
 FS1120
 FS1120'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS1120'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY CRAIG
 FS1120'GORDON (FORT MOJAVE INDIAN TRIBE) FOLLOWS.
 FS1120' 
 FS1120'OWNERSHIP--FORT MOJAVE INDIAN RESERVATION.
 FS1120' 
 FS1120'TO REACH FROM THE INTERSECTION OF BOUNDARY CONE ROAD AND STATE ROUTE
 FS1120'95, TRAVEL WEST ALONG BOUNDARY CONE ROAD FOR 1.5 MI (2.4 KM), THEN
 FS1120'TURN NORTH ON VETERANS PARKWAY FOR 2.O MI (3.2 KM), THEN TURN WEST ON
 FS1120'DIRT ROAD AND TRAVEL 0.1 MI (0.2 KM) THEN TURN NORTH ON DIKE ROAD AND
 FS1120'TRAVEL 0.1 MI (0.2 KM) TO STATION.
 FS1120' 
 FS1120'THE STATION IS A DISK SET IN CONCRETE ABOUT 95 FT (29.0 M)
 FS1120'SOUTH-SOUTHWEST OF REFERENCE MARK SOTO 1 AND ABOUT 65 FT (19.8 M)
 FS1120'NORTH-NORTHWEST OF REFERENCE MARK SOTO 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1176 ***********************************************************************
 DA1176  DESIGNATION -  BOUNDARY RM 3
 DA1176  PID         -  DA1176
 DA1176  STATE/COUNTY-  AZ/MARICOPA
 DA1176  USGS QUAD   -  AZTEC SE (1982)
 DA1176
 DA1176                         *CURRENT SURVEY CONTROL
 DA1176  ___________________________________________________________________
 DA1176* NAD 83(1992)-  32 50 17.45176(N)    113 20 01.54138(W)     ADJUSTED  
 DA1176* NAVD 88     -       168.396  (meters)     552.48   (feet)  ADJUSTED  
 DA1176  ___________________________________________________________________
 DA1176  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DA1176  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA1176  DYNAMIC HT  -         168.201 (meters)     551.84  (feet)  COMP
 DA1176  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DA1176
 DA1176  HORZ ORDER  -  SECOND
 DA1176  VERT ORDER  -  FIRST     CLASS II
 DA1176
 DA1176.The horizontal coordinates were established by classical geodetic methods
 DA1176.and adjusted by the National Geodetic Survey in August 1993.
 DA1176
 DA1176.The orthometric height was determined by differential leveling
 DA1176.and adjusted in June 1991.
 DA1176
 DA1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1176
 DA1176.The geoid height was determined by GEOID03.
 DA1176
 DA1176.The dynamic height is computed by dividing the NAVD 88
 DA1176.geopotential number by the normal gravity value computed on the
 DA1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1176.degrees latitude (g = 980.6199 gals.).
 DA1176
 DA1176.The modeled gravity was interpolated from observed gravity values.
 DA1176
 DA1176;                    North         East     Units Scale Factor Converg.
 DA1176;SPC AZ C     -   204,696.886    80,694.365   MT  1.00011695   -0 46 06.8
 DA1176;SPC AZ C     -   671,577.71    264,745.29   iFT  1.00011695   -0 46 06.8
 DA1176;SPC AZ W     -   203,890.676   252,327.223   MT  0.99995205   +0 13 32.6
 DA1176;SPC AZ W     -   668,932.66    827,845.22   iFT  0.99995205   +0 13 32.6
 DA1176;UTM  12      - 3,635,761.046   281,567.557   MT  1.00018835   -1 15 57.7
 DA1176
 DA1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1176!SPC AZ C     -   0.99997859  x   1.00011695  =   1.00009554
 DA1176!SPC AZ W     -   0.99997859  x   0.99995205  =   0.99993064
 DA1176!UTM  12      -   0.99997859  x   1.00018835  =   1.00016694
 DA1176
 DA1176:                Primary Azimuth Mark                     Grid Az
 DA1176:SPC AZ C     -  L 321                                    071 02 04.1
 DA1176:SPC AZ W     -  L 321                                    070 02 24.7
 DA1176:UTM  12      -  L 321                                    071 31 55.0
 DA1176
 DA1176|---------------------------------------------------------------------|
 DA1176| PID    Reference Object                     Distance      Geod. Az  |
 DA1176|                                                           dddmmss.s |
 DA1176| DA0723 L 321                                              0701557.3 |
 DA1176| DA1399 HIGHWAY 80 STA 3136+44.24 AHD         4.523 METERS 09905     |
 DA1176| DA1398 BOUNDARY                              2.715 METERS 17925     |
 DA1176| DA0804 MARC RM 3                           APPROX. 3.9 KM 2612415.1 |
 DA1176| CH2783 T7S R11 10W SECS 6 7 12 CC                         33037     |
 DA1176|---------------------------------------------------------------------|
 DA1176
 DA1176                          SUPERSEDED SURVEY CONTROL
 DA1176
 DA1176  NAD 83(1986)-  32 50 17.44636(N)    113 20 01.54748(W) AD(       ) 2
 DA1176  NAD 27      -  32 50 17.27010(N)    113 19 58.87490(W) AD(       ) 2
 DA1176  NGVD 29 (07/19/86)  167.82   (m)          550.6    (f) LEVELING    3  
 DA1176
 DA1176.Superseded values are not recommended for survey control.
 DA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1176.See file dsdata.txt to determine how the superseded data were derived.
 DA1176
 DA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8156835761(NAD 83)
 DA1176_MARKER: DR = REFERENCE MARK DISK
 DA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1176_SP_SET: CONCRETE POST
 DA1176_STAMPING: BOUNDARY NO 3 1934
 DA1176_MARK LOGO: CGS   
 DA1176_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1176+STABILITY: SURFACE MOTION
 DA1176
 DA1176  HISTORY     - Date     Condition        Report By
 DA1176  HISTORY     - 1960     MONUMENTED       CGS
 DA1176  HISTORY     - 1967     GOOD             AMS
 DA1176  HISTORY     - 1980     GOOD             NGS
 DA1176
 DA1176                          STATION DESCRIPTION
 DA1176
 DA1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1176'THE STATION IS 7.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE
 DA1176'DATELAND POST OFFICE, 116.5 FEET NORTH OF THE CENTER LINE OF THE
 DA1176'SOUTHERN PACIFIC RAILROAD, 96 FEET SOUTH OF THE CENTER LINE
 DA1176'OF U.S. HIGHWAY 80 AND 9 FEET NORTH OF THE YUMA-MARICOPA
 DA1176'COUNTY BOUNDARY MARKER.
 DA1176'
 DA1176'THE STATION AND UNDERGROUND MARK, STAMPED BOUNDARY NO 3 1934,
 DA1176'ARE STANDARD REFERENCE MARK DISKS WITH THE SURFACE MARK SET
 DA1176'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DA1176'
 DA1176'REFERENCE MARK 1 IS A STANDARD GLO BRASS CAP FIXED TO THE TOP
 DA1176'OF A 1 1/2-INCH IRON PIPE PROJECTING 8 INCHES AND STAMPED
 DA1176'T 7 S R 11 W S12 T 7 S S 6 S 7 CC R 10 W 1932.  IT IS 0.15
 DA1176'MILES NORTHWEST OF THE STATION ALONG A NORTH-SOUTH FENCE LINE
 DA1176'WITH A 4 X 6 WOODEN WITNESS POST SET TOUCHING THE PIPE ON THE
 DA1176'WEST SIDE OF THE FENCE.
 DA1176'
 DA1176'REFERENCE MARK 4 IS A STANDARD BRASS DISK OF THE ARIZONA
 DA1176'HIGHWAY DEPARTMENT SET IN A MASS OF CONCRETE FLUSH WITH
 DA1176'THE SURFACE WITH A STEEL WITNESS POST AT 6 INCHES EAST AND
 DA1176'ANOTHER ONE AT 2-1/2 FEET EAST.  IT IS STAMPED 3136+44.24
 DA1176'3136+69.72 551.08 1956.
 DA1176'
 DA1176'A TRIANGULATION STATION, STAMPED BOUNDARY 1934, IS A STANDARD
 DA1176'DISK SET IN CONCRETE IN THE TOP OF A 4-INCH GALVANIZED IRON
 DA1176'PIPE PROJECTING 6 FEET ABOVE A SQUARE CONCRETE FOUNDATION 3
 DA1176'FEET HIGH AND 2 FEET SQUARE WITH METAL PLAQUES PLACED ON THE
 DA1176'EAST AND WEST SIDES, THE EAST READS MARICOPA COUNTY 1918,
 DA1176'THE WEST READS YUMA COUNTY 1918.
 DA1176'
 DA1176'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A
 DA1176'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 DA1176'L 321 1952.  IT IS 0.1 MILE EAST-NORTHEAST OF THE STATION,
 DA1176'ABOUT 95 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 DA1176'2 FEET NORTH OF A WOODEN WITNESS POST AND 1-1/2 FEET SOUTH
 DA1176'OF THE RIGHT OF WAY FENCE LINE.
 DA1176
 DA1176                          STATION RECOVERY (1967)
 DA1176
 DA1176'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1176'STATION MARK RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 DA1176
 DA1176                          STATION RECOVERY (1980)
 DA1176
 DA1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1176'11.8 KM (7.35 MI) SW FROM SENTINEL.
 DA1176'11.8 KM (7.35 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1176'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.3 KM
 DA1176'(0.2 MI) SOUTHWEST OF RAILROAD MILEPOLE 819, AT THE MARICOPA-YUMA
 DA1176'COUNTY LINE, 33.5 METERS (110 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA1176'27.4 METERS (90.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND
 DA1176'LANES OF THE INTERSTATE, 4.6 METERS (15.0 FT) NORTHWEST OF THE
 DA1176'SOUTHEAST HIGHWAY RIGHT-OF-WAY FENCE, 2.7 METERS (9.0 FT) NORTHWEST
 DA1176'THE COUNTY LINE IRON PIPE MONUMENT AND TRIANGULATION STATION BOUNDARY.
 DA1176'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1176'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1984 ***********************************************************************
 DV1984  DESIGNATION -  BOUSE
 DV1984  PID         -  DV1984
 DV1984  STATE/COUNTY-  AZ/LA PAZ
 DV1984  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1984
 DV1984                         *CURRENT SURVEY CONTROL
 DV1984  ___________________________________________________________________
 DV1984* NAD 83(1992)-  33 53 37.04697(N)    113 55 37.82701(W)     ADJUSTED  
 DV1984* NAVD 88     -       386.7    (meters)    1269.     (feet)  VERTCON   
 DV1984  ___________________________________________________________________
 DV1984  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DV1984  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1984  HORZ ORDER  -  FIRST
 DV1984
 DV1984.The horizontal coordinates were established by classical geodetic methods
 DV1984.and adjusted by the National Geodetic Survey in August 1993.
 DV1984
 DV1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1984
 DV1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1984
 DV1984.The geoid height was determined by GEOID03.
 DV1984
 DV1984;                    North         East     Units Scale Factor Converg.
 DV1984;SPC AZ W     -   320,880.496   196,972.510   MT  0.99993664   -0 05 55.7
 DV1984;SPC AZ W     - 1,052,757.53    646,235.27   iFT  0.99993664   -0 05 55.7
 DV1984;UTM  12      - 3,754,219.443   229,300.454   MT  1.00050344   -1 38 00.0
 DV1984;UTM  11      - 3,754,613.241   784,173.938   MT  1.00059564   +1 42 53.0
 DV1984
 DV1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1984!SPC AZ W     -   0.99994416  x   0.99993664  =   0.99988080
 DV1984!UTM  12      -   0.99994416  x   1.00050344  =   1.00044757
 DV1984!UTM  11      -   0.99994416  x   1.00059564  =   1.00053977
 DV1984
 DV1984|---------------------------------------------------------------------|
 DV1984| PID    Reference Object                     Distance      Geod. Az  |
 DV1984|                                                           dddmmss.s |
 DV1984| CH2787 BOUSE RM 2                            5.945 METERS 06558     |
 DV1984| CH2785 BOUSE AZ MK                                        2453936.1 |
 DV1984| CH2786 BOUSE RM 1                            6.154 METERS 32725     |
 DV1984|---------------------------------------------------------------------|
 DV1984
 DV1984                          SUPERSEDED SURVEY CONTROL
 DV1984
 DV1984  NAD 83(1986)-  33 53 37.04402(N)    113 55 37.83676(W) AD(       ) 1
 DV1984  NAD 27      -  33 53 36.95300(N)    113 55 35.05200(W) AD(       ) 1
 DV1984  NGVD 29 (07/19/86)  386.1    (m)         1267.     (f) VERT ANG    3  
 DV1984
 DV1984.Superseded values are not recommended for survey control.
 DV1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1984.See file dsdata.txt to determine how the superseded data were derived.
 DV1984
 DV1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2930054219(NAD 83)
 DV1984_MARKER: DS = TRIANGULATION STATION DISK
 DV1984_SETTING: 66 = SET IN ROCK OUTCROP
 DV1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1984+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 DV1984
 DV1984  HISTORY     - Date     Condition        Report By
 DV1984  HISTORY     - 1949     MONUMENTED       CGS
 DV1984  HISTORY     - 1956     GOOD             CGS
 DV1984  HISTORY     - 1972     GOOD             AZHD
 DV1984  HISTORY     - 20071106 GOOD             CAP
 DV1984
 DV1984                          STATION DESCRIPTION
 DV1984
 DV1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1984'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHEAST OF
 DV1984'BOUSE ON A SMALL KNOLL AT THE SOUTHEAST END OF THE BOUSE
 DV1984'HILLS.  THE STATION MARK IS SET FLUSH ON THE HIGHEST POINT
 DV1984'OF THE KNOLL 6 FEET SOUTHEAST OF A CAIRN.  IT IS STAMPED,
 DV1984'BOUSE 1948.
 DV1984'
 DV1984'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS ABOUT 1 FOOT LOWER
 DV1984'THAN THE STATION MARK AND IS STAMPED, BOUSE NO 1 1948.
 DV1984'
 DV1984'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS ABOUT 1 FOOT LOWER
 DV1984'THAN THE STATION MARK AND IS STAMPED, BOUSE NO 2 1948.
 DV1984'
 DV1984'THE AZIMUTH MARK IS SET IN THE MIDDLE CONCRETE PIER OF BRIDGE
 DV1984'NO. A 76 OF THE SANTE FE RAILROAD.  THE MARK IS 42 PACES
 DV1984'EAST OF STATE HIGHWAY 72 AT A POINT 4.7 MILES SOUTHEAST OF
 DV1984'BOUSE.  IT IS STAMPED, BOUSE 1948.
 DV1984'
 DV1984'TO REACH THE STATION FROM BOUSE.  GO SOUTHEAST ON STATE HIGHWAY
 DV1984'72, 2.5 MILES TO A ROAD LEFT.  TURN LEFT, CROSS RAILROAD TRACKS,
 DV1984'TURN RIGHT, FOLLOW THE BLADED ROAD SOUTHEAST AND EAST 2.6
 DV1984'MILES.  TURN RIGHT OFF THE ROAD AND GO ACROSS COUNTRY 0.8
 DV1984'MILE TO THE BASE OF THE SMALL KNOLL WHICH IS ABOUT 0.2 MILE
 DV1984'SOUTH OF A HIGHER KNOLL.  FROM BASE WALK TO TOP OF KNOLL
 DV1984'AND STATION.  A 10 MINUTE PACK.
 DV1984
 DV1984                          STATION RECOVERY (1956)
 DV1984
 DV1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1984'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DV1984'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE FOLLOWING IS A
 DV1984'NEW AND COMPLETE DESCRIPTION.
 DV1984'
 DV1984'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHEAST OF
 DV1984'BOUSE ON A SMALL KNOLL AT THE SOUTHEAST END OF THE BOUSE
 DV1984'HILLS.  THE STATION MARK IS SET ON THE HIGHEST PART OF THE
 DV1984'HILL AND IS STAMPED BOUSE 1948, AND SET FLUSH.
 DV1984'
 DV1984'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION
 DV1984'AND PROJECTS 6 INCHES.  IT IS STAMPED BOUSE NO 1 1948.
 DV1984'
 DV1984'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION
 DV1984'AND PROJECTS 6 INCHES.  IT IS STAMPED BOUSE NO 2 1948.
 DV1984'
 DV1984'THE AZIMUTH MARK IS SET IN A CONCRETE PIER OF BRIDGE NO. A
 DV1984'76 OF THE SANTE FE RAILROAD.  THE MARK IS 42 PACES EAST OF
 DV1984'THE CENTER OF STATE HIGHWAY 72 AT A POINT 4.7 MILES SOUTHEAST
 DV1984'OF BOUSE.  IT IS STAMPED BOUSE 1948 AND IS ABOUT 3 FEET ABOVE
 DV1984'THE GROUND.
 DV1984'
 DV1984'TO REACH THE STATION FROM BOUSE GO SOUTHEAST ON STATE HIGHWAY
 DV1984'72 FOR 2.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, CROSS RAILROAD
 DV1984'TRACKS, TURN RIGHT AND FOLLOW THE BLADED ROAD SOUTHEAST
 DV1984'AND EAST FOR 2.6 MILES, TURN RIGHT, AND GO ACROSS COUNTRY FOR
 DV1984'1.2 MILE TO THE BASE OF A SMALL KNOLL WHICH IS ABOUT 0.2
 DV1984'MILE SOUTH OF A HIGHER HILL, FROM HERE PACK TO THE TOP OF
 DV1984'THE HILL AND STATION.  A 10 MINUTE PACK--
 DV1984
 DV1984                          STATION RECOVERY (1972)
 DV1984
 DV1984'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1984'GENERAL LOCATION PARKER TO YUMA
 DV1984'
 DV1984'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1984'
 DV1984'STATION MARK STD. USC AND GS B.
 DV1984'
 DV1984'REFERENCE MARKS GOOD
 DV1984
 DV1984                          STATION RECOVERY (2007)
 DV1984
 DV1984'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2007 (DLD)
 DV1984'RECOVERED AS DESCRIBED. DID NOT SEARCH FOR REFERENCE MARKS. GO TO NOT
 DV1984'VERIFIED AND AN ALTERNATE ROUTE USED TO GET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0258 ***********************************************************************
 DW0258  DESIGNATION -  BOUSE RAILROAD WATER TANK
 DW0258  PID         -  DW0258
 DW0258  STATE/COUNTY-  AZ/LA PAZ
 DW0258  USGS QUAD   -  BOUSE (1990)
 DW0258
 DW0258                         *CURRENT SURVEY CONTROL
 DW0258  ___________________________________________________________________
 DW0258* NAD 83(1992)-  33 56 01.68355(N)    114 00 21.57207(W)     ADJUSTED  
 DW0258* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 DW0258  ___________________________________________________________________
 DW0258  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DW0258  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DW0258  HORZ ORDER  -  THIRD
 DW0258
 DW0258.The horizontal coordinates were established by classical geodetic methods
 DW0258.and adjusted by the National Geodetic Survey in August 1993.
 DW0258
 DW0258.The orthometric height was scaled from a topographic map.
 DW0258
 DW0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0258
 DW0258.The geoid height was determined by GEOID03.
 DW0258
 DW0258;                    North         East     Units Scale Factor Converg.
 DW0258;SPC AZ W     -   325,352.030   189,693.429   MT  0.99994024   -0 08 34.5
 DW0258;SPC AZ W     - 1,067,427.92    622,353.77   iFT  0.99994024   -0 08 34.5
 DW0258;UTM  11      - 3,758,854.737   776,752.243   MT  1.00054430   +1 40 20.7
 DW0258;UTM  12      - 3,758,887.158   222,139.581   MT  1.00055187   -1 40 44.8
 DW0258
 DW0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0258!SPC AZ W     -   0.99995957  x   0.99994024  =   0.99989981
 DW0258!UTM  11      -   0.99995957  x   1.00054430  =   1.00050384
 DW0258!UTM  12      -   0.99995957  x   1.00055187  =   1.00051141
 DW0258
 DW0258                          SUPERSEDED SURVEY CONTROL
 DW0258
 DW0258  NAD 83(1986)-  33 56 01.68182(N)    114 00 21.58189(W) AD(       ) 4
 DW0258  NAD 27      -  33 56 01.59600(N)    114 00 18.79600(W) AD(       ) 3
 DW0258
 DW0258.Superseded values are not recommended for survey control.
 DW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0258.See file dsdata.txt to determine how the superseded data were derived.
 DW0258
 DW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7675258855(NAD 83)
 DW0258_MARKER: 53 = ELEVATED TANK
 DW0258
 DW0258  HISTORY     - Date     Condition        Report By
 DW0258  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0258
 DW0258                          STATION DESCRIPTION
 DW0258
 DW0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0258'STATION IS THE CENTER OF THE RAILROAD WATER TANK AT BOUSE.
 DW0258'IT IS AN ELEVATED, WOODEN WATER TANK ABOUT 30 FEET HIGH, ON
 DW0258'THE EAST SIDE OF THE RAILROAD TRACK.  THE CENTER OF THE BASE
 DW0258'OF THE TANK WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2117 ***********************************************************************
 DV2117  DESIGNATION -  BOW
 DV2117  PID         -  DV2117
 DV2117  STATE/COUNTY-  AZ/MARICOPA
 DV2117  USGS QUAD   -  MOBILE NW (1978)
 DV2117
 DV2117                         *CURRENT SURVEY CONTROL
 DV2117  ___________________________________________________________________
 DV2117* NAD 83(1992)-  33 08 10.51986(N)    112 29 37.38227(W)     ADJUSTED  
 DV2117* NAVD 88     -       424.2    (meters)    1392.     (feet)  VERTCON   
 DV2117  ___________________________________________________________________
 DV2117  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DV2117  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DV2117  HORZ ORDER  -  THIRD
 DV2117
 DV2117.The horizontal coordinates were established by classical geodetic methods
 DV2117.and adjusted by the National Geodetic Survey in August 1993.
 DV2117
 DV2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2117
 DV2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2117
 DV2117.The geoid height was determined by GEOID03.
 DV2117
 DV2117;                    North         East     Units Scale Factor Converg.
 DV2117;SPC AZ C     -   237,009.746   159,520.821   MT  0.99993573   -0 18 55.6
 DV2117;SPC AZ C     -   777,591.03    523,362.27   iFT  0.99993573   -0 18 55.6
 DV2117;UTM  12      - 3,667,385.319   360,671.625   MT  0.99983935   -0 48 59.9
 DV2117
 DV2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2117!SPC AZ C     -   0.99993824  x   0.99993573  =   0.99987398
 DV2117!UTM  12      -   0.99993824  x   0.99983935  =   0.99977760
 DV2117
 DV2117|---------------------------------------------------------------------|
 DV2117| PID    Reference Object                     Distance      Geod. Az  |
 DV2117|                                                           dddmmss.s |
 DV2117| CH4415 BOW RM 1                              8.959 METERS 17317     |
 DV2117| CH4414 BOW AZ MK                                          2212545.1 |
 DV2117| CH4416 BOW RM 2                              9.218 METERS 28814     |
 DV2117|---------------------------------------------------------------------|
 DV2117
 DV2117                          SUPERSEDED SURVEY CONTROL
 DV2117
 DV2117  NAD 83(1986)-  33 08 10.50786(N)    112 29 37.38596(W) AD(       ) 3
 DV2117  NAD 27      -  33 08 10.35184(N)    112 29 34.80895(W) AD(       ) 3
 DV2117  NGVD 29 (12/08/88)  423.5    (m)         1389.     (f) VERT ANG    3  
 DV2117
 DV2117.Superseded values are not recommended for survey control.
 DV2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2117.See file dsdata.txt to determine how the superseded data were derived.
 DV2117
 DV2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6067267385(NAD 83)
 DV2117_MARKER: DS = TRIANGULATION STATION DISK
 DV2117_SETTING: 0 = UNSPECIFIED SETTING
 DV2117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2117
 DV2117  HISTORY     - Date     Condition        Report By
 DV2117  HISTORY     - 1936     MONUMENTED       CGS
 DV2117  HISTORY     - 1944     MARK NOT FOUND   CGS
 DV2117  HISTORY     - 1973     GOOD             USGS
 DV2117
 DV2117                          STATION DESCRIPTION
 DV2117
 DV2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2117'ABOUT 5 MILES WEST AND 8 MILES SOUTH OF RAINBOW VALLEY GROCERY
 DV2117'STORE, ABOUT 18 MILES SOUTH-SOUTHEAST OF THE VILLAGE OF
 DV2117'BUCKEYE ON U.S. HIGHWAY NO. 80, AND ABOUT ON THE LINE BETWEEN
 DV2117'SECTIONS 29 AND 30, T. 3 S., R. 2 W.  IT IS ON LOW BRUSH-COVERED
 DV2117'FLATS, ABOUT 2 MILES NORTH OF A RANGE OF LARGE MOUNTAINS,
 DV2117'AND ABOUT 2 MILES SOUTHEAST OF A RANGE OF SMALLER, ROCKY
 DV2117'PEAKS.  MARKED BY A STANDARD BRONZE DISK SET IN THE TOP OF A
 DV2117'PIPE WHICH PROJECTS ABOUT 8 INCHES ABOVE THE TOP OF A CIRCULAR
 DV2117'MASS OF CONCRETE.  BOTH REFERENCE MARKS ARE STANDARD DISKS
 DV2117'IN PIPES SET SIMILAR TO THE STATION MARK.  REFERENCE MARK
 DV2117'NO. 1 IS 8.959 METERS (29.39 FEET) FROM STATION
 DV2117'S 06 DEG 43 MIN E.  REFERENCE MARK NO. 2 IS 9.218 METERS
 DV2117'(30.24 FEET) FROM STATION N 71 DEG 56 MIN W.  THE AZIMUTH
 DV2117'MARK, A STANDARD BRONZE DISK, IS ABOUT
 DV2117'ONE-FOURTH MILE FROM STATION S 41 DEG 26 MIN W.
 DV2117
 DV2117                          STATION RECOVERY (1944)
 DV2117
 DV2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DV2117'SEARCHED FOR BUT NOT RECOVERED.
 DV2117
 DV2117                          STATION RECOVERY (1973)
 DV2117
 DV2117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2117'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  NEW
 DV2117'DESCRIPTION FOLLOWS.
 DV2117'
 DV2117'LOCATED ABOUT 18 MI SSE. OF BUCKEYE, ABOUT 17 MI S. OF LIBERTY,
 DV2117'ABOUT 14 MI NW. OF MOBILE.
 DV2117'
 DV2117'TO REACH FROM INTERSECTION OF RAINBOW VALLEY RD. AND RIGGS RD.,
 DV2117'GO 1.0 MI W. ON RIGGS RD. TO GAS PIPE LINE.  FOLLOW GAS PIPE LINE
 DV2117'2.2 MI S. TO GAS PIPE LINE.  GO 1.0 MI W. ON GAS PIPE LINE TO
 DV2117'TRACK RD.  TURN LEFT ON TRACK RD. 3.6 MI.  TURN RIGHT ABOUT 2.0 MI
 DV2117'W. CROSS-COUNTRY TO STATION.  4-WHEEL DRIVE RECOMMENDED TO CROSS
 DV2117'DRAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1162 ***********************************************************************
 CY1162  DESIGNATION -  BOWIE
 CY1162  PID         -  CY1162
 CY1162  STATE/COUNTY-  AZ/COCHISE
 CY1162  USGS QUAD   -  BOWIE (1974)
 CY1162
 CY1162                         *CURRENT SURVEY CONTROL
 CY1162  ___________________________________________________________________
 CY1162* NAD 83(1992)-  32 19 27.54538(N)    109 28 21.03993(W)     ADJUSTED  
 CY1162* NAVD 88     -      1139.7    (meters)    3739.     (feet)  VERTCON   
 CY1162  ___________________________________________________________________
 CY1162  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CY1162  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY1162  HORZ ORDER  -  FIRST
 CY1162
 CY1162.The horizontal coordinates were established by classical geodetic methods
 CY1162.and adjusted by the National Geodetic Survey in August 1993.
 CY1162
 CY1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1162
 CY1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1162
 CY1162.The geoid height was determined by GEOID03.
 CY1162
 CY1162;                    North         East     Units Scale Factor Converg.
 CY1162;SPC AZ E     -   147,038.653   278,715.160   MT  0.99995266   +0 22 16.3
 CY1162;SPC AZ E     -   482,410.28    914,419.82   iFT  0.99995266   +0 22 16.3
 CY1162;UTM  12      - 3,577,409.770   643,776.672   MT  0.99985492   +0 49 00.9
 CY1162
 CY1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1162!SPC AZ E     -   0.99982530  x   0.99995266  =   0.99977797
 CY1162!UTM  12      -   0.99982530  x   0.99985492  =   0.99968024
 CY1162
 CY1162:                Primary Azimuth Mark                     Grid Az
 CY1162:SPC AZ E     -  BOWIE AZ MK                              101 18 27.9
 CY1162:UTM  12      -  BOWIE AZ MK                              100 51 43.3
 CY1162
 CY1162|---------------------------------------------------------------------|
 CY1162| PID    Reference Object                     Distance      Geod. Az  |
 CY1162|                                                           dddmmss.s |
 CY1162| CC7029 BOWIE AZ MK                                        1014044.2 |
 CY1162| CY1158 WOOD OIL DERRICK                    APPROX.20.6 KM 1061108.5 |
 CY1162| CY1133 STEEL OIL DERRICK                   APPROX.25.5 KM 1080832.3 |
 CY1162| CC7030 BOWIE RM 1                           18.455 METERS 13518     |
 CY1162| CY1161 WINDMILL ABOUT 3 MI SE BOWIE        APPROX. 5.2 KM 1544301.8 |
 CY1162| CC7031 BOWIE RM 2                           16.774 METERS 23722     |
 CY1162| CY1164 BOWIE LOADING CHUTE                 APPROX. 1.0 KM 2922653.3 |
 CY1162| CY1163 BOWIE WATER TANK                    APPROX. 1.2 KM 2932318.1 |
 CY1162|---------------------------------------------------------------------|
 CY1162
 CY1162                          SUPERSEDED SURVEY CONTROL
 CY1162
 CY1162  NAD 83(1986)-  32 19 27.54057(N)    109 28 21.03714(W) AD(       ) 1
 CY1162  NAD 27      -  32 19 27.27200(N)    109 28 18.80300(W) AD(       ) 1
 CY1162  NGVD 29 (07/19/86) 1139.0    (m)         3737.     (f) VERT ANG    3  
 CY1162
 CY1162.Superseded values are not recommended for survey control.
 CY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1162.See file dsdata.txt to determine how the superseded data were derived.
 CY1162
 CY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4377777410(NAD 83)
 CY1162_MARKER: DS = TRIANGULATION STATION DISK
 CY1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1162
 CY1162  HISTORY     - Date     Condition        Report By
 CY1162  HISTORY     - 1945     MONUMENTED       CGS
 CY1162  HISTORY     - 1967     SEE DESCRIPTION  AMS
 CY1162
 CY1162                          STATION DESCRIPTION
 CY1162
 CY1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1162'STATION IS LOCATED ON THE S SIDE OF STATE HIGHWAY 86, ABOUT
 CY1162'1 MILE ESE OF THE POST OFFICE IN BOWIE.
 CY1162'
 CY1162'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO S
 CY1162'FOR 0.05 MILE TO STATE HIGHWAY 86.  TURN LEFT AND FOLLOW
 CY1162'THE HIGHWAY ESE FOR 1.0 MILE TO A STEEL-FRAMED WIRE GATE IN
 CY1162'THE FENCE ALONG THE S SIDE OF THE HIGHWAY.  TURN RIGHT, PASS
 CY1162'THROUGH GATE, THEN TURN RIGHT AGAIN AND FOLLOW ALONG THE
 CY1162'S SIDE OF THE FENCE LINE BACK TOWARDS BOWIE FOR 0.15 MILE TO
 CY1162'THE STATION.  TO REACH THE AZIMUTH MARK CONTINUE ALONG STATE
 CY1162'HIGHWAY 86 FOR 0.4 MILE TO THE MARK IN THE S HEADWALL OF
 CY1162'A CULVERT.
 CY1162'
 CY1162'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY1162'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 CY1162'IS STAMPED BOWIE 1945.  IT IS 155.8 FEET SSW OF THE CENTER
 CY1162'LINE OF STATE HIGHWAY 86, 56.2 FEET SSW OF THE S HIGHWAY
 CY1162'RIGHT-OF-WAY FENCE LINE, AND 45.5 FEET SSW OF A 4- BY 4-INCH
 CY1162'WHITE WITNESS POST ATTACHED TO THE NEAREST WOOD TELEGRAPH POLE.
 CY1162'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CY1162'
 CY1162'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1162'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 CY1162'AND IS STAMPED BOWIE NO 1 1945.  IT IS SE OF THE STATION AND
 CY1162'IS ON ABOUT THE SAME LEVEL.
 CY1162'
 CY1162'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1162'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY1162'AND IS STAMPED BOWIE NO 2 1945.  IT IS WSW OF THE STATION ON
 CY1162'ABOUT THE SAME LEVEL.
 CY1162'
 CY1162'AZIMUTH MARK IS A STANDARD BENCH-MARK DISK OF THE ARIZONA
 CY1162'HIGHWAY DEPARTMENT SET FLUSH IN THE TOP CENTER OF THE CONCRETE
 CY1162'S HEADWALL OF A HIGHWAY CULVERT AND IS STAMPED 3722.03 3446+85
 CY1162'40.  IT PROJECTS ABOUT 6 INCHES ABOVE THE PAVEMENT AND
 CY1162'THE MARK IS 18.4 FEET S OF THE CENTER LINE OF THE HIGHWAY.
 CY1162'
 CY1162'ALL LIGHTS VISIBLE FROM THE GROUND.
 CY1162
 CY1162                          STATION RECOVERY (1967)
 CY1162
 CY1162'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1162'SEARCH WAS MADE OF THE AREA.  AZIMUTH MARK WAS FOUND AS
 CY1162'DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE STATION
 CY1162'AND REFERENCE MARKS WERE NOT RECOVERED.  APPARENTLY THE
 CY1162'STATION WAS LOCATED ON LAND NOW UNDER CULTIVATION, AND HAS
 CY1162'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1164 ***********************************************************************
 CY1164  DESIGNATION -  BOWIE LOADING CHUTE
 CY1164  PID         -  CY1164
 CY1164  STATE/COUNTY-  AZ/COCHISE
 CY1164  USGS QUAD   -  BOWIE (1974)
 CY1164
 CY1164                         *CURRENT SURVEY CONTROL
 CY1164  ___________________________________________________________________
 CY1164* NAD 83(1992)-  32 19 39.88245(N)    109 28 56.21259(W)     ADJUSTED  
 CY1164* NAVD 88     -              **(meters)            **(feet)            
 CY1164  ___________________________________________________________________
 CY1164  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CY1164  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY1164  HORZ ORDER  -  THIRD
 CY1164
 CY1164.The horizontal coordinates were established by classical geodetic methods
 CY1164.and adjusted by the National Geodetic Survey in August 1993.
 CY1164
 CY1164
 CY1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1164
 CY1164.The geoid height was determined by GEOID03.
 CY1164
 CY1164;                    North         East     Units Scale Factor Converg.
 CY1164;SPC AZ E     -   147,412.733   277,792.845   MT  0.99995118   +0 21 57.6
 CY1164;SPC AZ E     -   483,637.58    911,393.85   iFT  0.99995118   +0 21 57.6
 CY1164;UTM  12      - 3,577,776.629   642,851.566   MT  0.99985165   +0 48 42.3
 CY1164
 CY1164                          SUPERSEDED SURVEY CONTROL
 CY1164
 CY1164  NAD 83(1986)-  32 19 39.87795(N)    109 28 56.20887(W) AD(       ) 4
 CY1164  NAD 27      -  32 19 39.61100(N)    109 28 53.97400(W) AD(       ) 3
 CY1164
 CY1164.Superseded values are not recommended for survey control.
 CY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1164.See file dsdata.txt to determine how the superseded data were derived.
 CY1164
 CY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4285277777(NAD 83)
 CY1164
 CY1164  HISTORY     - Date     Condition        Report By
 CY1164  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1164  HISTORY     - 1974     GOOD             USGS
 CY1164
 CY1164                          STATION DESCRIPTION
 CY1164
 CY1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1164'THE LOADING CHUTE IS THE PROPERTY OF THE SOUTHERN PACIFIC
 CY1164'CO. RAILROAD AND IS USED TO ELEVATE COAL FROM CARS INTO BINS
 CY1164'AND THENCE INTO LOCOMOTIVES.  IT IS A GREY CONCRETE STRUCTURE
 CY1164'110 FEET HIGH AT THE HIGHEST POINT AND WHEN VIEWED FROM THE
 CY1164'RAILROAD TRACKS PRESENTS AN OFF-SET APPEARANCE.
 CY1164'
 CY1164'IT IS LOCATED ON THE NE EDGE OF THE TOWN OF BOWIE.  THE
 CY1164'PROMINENT PORTION OF THE STRUCTURE, THAT PART WHICH CONTAINS
 CY1164'THE ELEVATOR, IS 1120 FEET E OF THE MAIN STREET OF BOWIE AS
 CY1164'IT CROSSES THE RAILROAD TRACKS, AND 30 FEET N OF THE MAIN TRACK OF
 CY1164'THE RAILROAD.  THE LOWER PORTION IS BUILT OVER A SIDE TRACK THAT
 CY1164'IS 15 FEET N OF THE MAIN TRACK.
 CY1164
 CY1164                          STATION RECOVERY (1974)
 CY1164
 CY1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY1164'FOUND AS DESCRIBED, REVISED TO REACH FOLLOWS--TO REACH FROM
 CY1164'THE P.O. IN BOWIE, AZ. DRIVE E ALONE INTERSTATE 10 BUSINESS
 CY1164'FOR 0.05 MI TO NORTH CENTERAL AVE., TURN LEFT (NORTH) AND
 CY1164'DRIVE 0.20 MILES AND CROSS S.P. RAILROAD TRACKS, TURN RIGHT
 CY1164'(EAST) AND DRIVE ALONG RAILROAD MAINTENANCE ROAD PARALLEL TO
 CY1164'TRACKS FOR 0.2 MILES TO STATION (BOWIE COAL CHUTE).  THIS
 CY1164'CHUTE IS NO LONGER IN USE.  THE OLD DESCRIPTION DOES NOT
 CY1164'MENTION A TABLET BEING SET.  EVIDENTLY NO TABLET WAS SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1119 ***********************************************************************
 ET1119  DESIGNATION -  BOX
 ET1119  PID         -  ET1119
 ET1119  STATE/COUNTY-  AZ/YAVAPAI
 ET1119  USGS QUAD   -  KING CANYON (1979)
 ET1119
 ET1119                         *CURRENT SURVEY CONTROL
 ET1119  ___________________________________________________________________
 ET1119* NAD 83(1992)-  34 51 54.62910(N)    112 15 20.39474(W)     ADJUSTED  
 ET1119* NAVD 88     -      1397.4    (meters)    4585.     (feet)  VERTCON   
 ET1119  ___________________________________________________________________
 ET1119  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 ET1119  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 ET1119  HORZ ORDER  -  THIRD
 ET1119
 ET1119.The horizontal coordinates were established by classical geodetic methods
 ET1119.and adjusted by the National Geodetic Survey in August 1993.
 ET1119
 ET1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1119
 ET1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1119
 ET1119.The geoid height was determined by GEOID03.
 ET1119
 ET1119;                    North         East     Units Scale Factor Converg.
 ET1119;SPC AZ C     -   428,670.703   182,365.806   MT  0.99991184   -0 11 37.6
 ET1119;SPC AZ C     - 1,406,399.94    598,313.01   iFT  0.99991184   -0 11 37.6
 ET1119;UTM  12      - 3,858,810.621   385,227.635   MT  0.99976235   -0 43 04.4
 ET1119
 ET1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1119!SPC AZ C     -   0.99978469  x   0.99991184  =   0.99969655
 ET1119!UTM  12      -   0.99978469  x   0.99976235  =   0.99954709
 ET1119
 ET1119:                Primary Azimuth Mark                     Grid Az
 ET1119:SPC AZ C     -  BEAR                                     009 48 10.8
 ET1119:UTM  12      -  BEAR                                     010 19 37.6
 ET1119
 ET1119|---------------------------------------------------------------------|
 ET1119| PID    Reference Object                     Distance      Geod. Az  |
 ET1119|                                                           dddmmss.s |
 ET1119| FR1038 BEAR                                APPROX.15.3 KM 0093633.2 |
 ET1119| CS3965 BOX RM 2                             20.449 METERS 01721     |
 ET1119| CS3964 BOX RM 1                             18.623 METERS 27756     |
 ET1119|---------------------------------------------------------------------|
 ET1119
 ET1119                          SUPERSEDED SURVEY CONTROL
 ET1119
 ET1119  NAD 83(1986)-  34 51 54.62501(N)    112 15 20.39245(W) AD(       ) 3
 ET1119  NGVD 29 (04/23/90) 1396.6    (m)         4582.     (f) VERT ANG    3  
 ET1119
 ET1119.Superseded values are not recommended for survey control.
 ET1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1119.See file dsdata.txt to determine how the superseded data were derived.
 ET1119
 ET1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8522858811(NAD 83)
 ET1119_MARKER: DS = TRIANGULATION STATION DISK
 ET1119_SETTING: 66 = SET IN ROCK OUTCROP
 ET1119_SP_SET: SET IN BEDROCK
 ET1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1119+STABILITY: POSITION/ELEVATION WELL
 ET1119
 ET1119  HISTORY     - Date     Condition        Report By
 ET1119  HISTORY     - 1943     MONUMENTED       USGS
 ET1119
 ET1119                          STATION DESCRIPTION
 ET1119
 ET1119'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1119'LOCATED 7.5 MI N. AND 7.5 MI W. OF JEROME, 6.8 MI N. OF ST.
 ET1119'MATHEWS MOUNTAIN, 0.9 MI E. OF RD., 22 FT W. OF STEEP BREAK INTO
 ET1119'HEAD OF BOX CANYON WHICH DRAINS N. INTO VERDE RIVER.
 ET1119'
 ET1119'SEE 1973 NOTE FOR TO REACH.
 ET1119'
 ET1119'STATION MARK--STANDARD TABLET STAMPED---BOX 1943---, CEMENTED IN
 ET1119'SOLID LIMESTONE.
 ET1119'
 ET1119'RM 1--COPPER NAIL AND WASHER IN BLAZE ON JUNIPER TREE.
 ET1119'
 ET1119'RM 2--COPPER NAIL AND WASHER IN BLAZE ON JUNIPER TREE.
 ET1119'
 ET1119'1973 NOTE FROM FORM 9-1165--TO REACH FROM POST OFFICE IN CHINO
 ET1119'VALLEY, GO ONE BLOCK E. TO STATE HWY. 89.  TURN LEFT 1.0 MI TO RD.
 ET1119'TO PERKINSVILLE.  TURN RIGHT 6.8 MI TO RD. FORK.  TAKE LEFT FORK
 ET1119'8.1 MI TO RD. LEFT.  TURN LEFT 1.6 MI TO RD. FORK.  TURN RIGHT 2.8
 ET1119'MI TO DIM TRACK RD. RIGHT.  TURN RIGHT 0.4 MI.  4-WHEEL DRIVE CAN
 ET1119'BE TAKEN FROM THIS POINT N. AND NE. TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1904 ***********************************************************************
 CZ1904  DESIGNATION -  BOX O
 CZ1904  PID         -  CZ1904
 CZ1904  STATE/COUNTY-  AZ/PINAL
 CZ1904  USGS QUAD   -  NINETYSIX HILLS NE (1993)
 CZ1904
 CZ1904                         *CURRENT SURVEY CONTROL
 CZ1904  ___________________________________________________________________
 CZ1904* NAD 83(1992)-  32 54 32.08621(N)    111 00 42.16227(W)     ADJUSTED  
 CZ1904* NAVD 88     -      1028.7    (meters)    3375.     (feet)  VERTCON   
 CZ1904  ___________________________________________________________________
 CZ1904  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CZ1904  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ1904  HORZ ORDER  -  THIRD
 CZ1904
 CZ1904.The horizontal coordinates were established by classical geodetic methods
 CZ1904.and adjusted by the National Geodetic Survey in August 1993.
 CZ1904
 CZ1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1904
 CZ1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1904
 CZ1904.The geoid height was determined by GEOID03.
 CZ1904
 CZ1904;                    North         East     Units Scale Factor Converg.
 CZ1904;SPC AZ C     -   212,013.875   298,010.727   MT  0.99998833   +0 29 30.1
 CZ1904;SPC AZ C     -   695,583.58    977,725.48   iFT  0.99998833   +0 29 30.1
 CZ1904;UTM  12      - 3,641,189.147   498,904.815   MT  0.99960001   -0 00 22.9
 CZ1904
 CZ1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1904!SPC AZ C     -   0.99984300  x   0.99998833  =   0.99983133
 CZ1904!UTM  12      -   0.99984300  x   0.99960001  =   0.99944307
 CZ1904
 CZ1904|---------------------------------------------------------------------|
 CZ1904| PID    Reference Object                     Distance      Geod. Az  |
 CZ1904|                                                           dddmmss.s |
 CZ1904| CH4418 BOX O RM 1                           10.912 METERS 14113     |
 CZ1904| CH4419 BOX O RM 2                           16.332 METERS 25819     |
 CZ1904| CH4417 BOX O AZ MK                                        3062031.5 |
 CZ1904|---------------------------------------------------------------------|
 CZ1904
 CZ1904                          SUPERSEDED SURVEY CONTROL
 CZ1904
 CZ1904  NAD 83(1986)-  32 54 32.07966(N)    111 00 42.16072(W) AD(       ) 3
 CZ1904  NAD 27      -  32 54 31.82269(N)    111 00 39.76204(W) AD(       ) 3
 CZ1904  NGVD 29 (07/19/86) 1028.0    (m)         3373.     (f) VERT ANG    3  
 CZ1904
 CZ1904.Superseded values are not recommended for survey control.
 CZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1904.See file dsdata.txt to determine how the superseded data were derived.
 CZ1904
 CZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9890541189(NAD 83)
 CZ1904_MARKER: DS = TRIANGULATION STATION DISK
 CZ1904_SETTING: 0 = UNSPECIFIED SETTING
 CZ1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1904+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2008
 CZ1904
 CZ1904  HISTORY     - Date     Condition        Report By
 CZ1904  HISTORY     - 1936     MONUMENTED       CGS
 CZ1904  HISTORY     - 1967     GOOD             CGS
 CZ1904  HISTORY     - 1968     GOOD             AMS
 CZ1904  HISTORY     - 20080502 GOOD             GEOCAC
 CZ1904
 CZ1904                          STATION DESCRIPTION
 CZ1904
 CZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1904'ABOUT 18 MILES EAST-SOUTHEAST OF FLORENCE, ON THE RANGE OF THE
 CZ1904'BOX 0 RANCH, ON A BRUSHY PLAIN LYING ABOUT 5 MILES SOUTHEAST
 CZ1904'OF THE FLORENCE-WINKELMAN ROAD AND 3 MILES NORTHEAST OF THE
 CZ1904'FLORENCE-BARKEVILLE ROAD, ON A SLIGHT RISE OF GROUND, ABOUT
 CZ1904'150 YARDS SOUTH OF THE SOUTH BANK OF DONNELLY WASH, 50 YARDS
 CZ1904'NORTH OF THE DIM TRACK ROAD LEADING EAST ACROSS THE FLAT AND
 CZ1904'70 FEET SOUTH OF A CLUMP OF PINON TREES.  STATION AND REFERENCE
 CZ1904'MARKS ARE STANDARD BRONZE DISKS WITH 3-FOOT SHANKS SET IN A
 CZ1904'MASS OF CONCRETE.  REFERENCE MARK NO. 1 IS IN RANGE WITH A
 CZ1904'PROMINENT DOUBLE PEAK ON THE HORIZON AND 10.912 METERS
 CZ1904'(35.80 FEET) FROM STATION N 38 DEG 47 MIN W.
 CZ1904'REFERENCE MARK NO. 2 IS 16.332 METERS (53.58 FEET) FROM
 CZ1904'STATION N 78 DEG 19 MIN W.  THE AZIMUTH MARK IS
 CZ1904'ALONG THE TRACK ROAD LEADING PAST THE STATION, ABOUT 100
 CZ1904'YARDS SOUTH OF THE SOUTH EDGE OF DONNELLY WASH, ON A
 CZ1904'SLIGHT RISE OF GROUND.  35 FEET NORTH OF THE CENTER OF THE
 CZ1904'TRACK ROAD, A SHORT DISTANCE WEST OF THE POINT WHERE THE
 CZ1904'ROAD ENTERS A WIDE, SHALLOW SWALE, AND IS ABOUT 0.3
 CZ1904'MILE FROM STATION S 53 DEG 39 MIN 24 SEC E.
 CZ1904
 CZ1904                          STATION RECOVERY (1967)
 CZ1904
 CZ1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ1904'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CZ1904'
 CZ1904'THE ORIGINAL DESCRIPTION IS COMPLETELY WRONG.  THE STATION
 CZ1904'IS ON THE 96 RANCH NOT THE BOX 0 RANCH.  IT IS LOCATED ON A
 CZ1904'HILL ON THE SOUTH SIDE OF COTTONWOOD WASH APPROXIMATELY 0.4
 CZ1904'MILES SOUTH OF THE SOUTHEAST FENCE CORNER OF THE BOX 0 RANCH.
 CZ1904'
 CZ1904'TO REACH THE STATION FROM THE CATTLEGUARD AT THE SOUTH EDGE
 CZ1904'OF THE BOX 0 ON THE BARKEVILLE ROAD, GO SOUTH FOR 0.2 MILES
 CZ1904'TO A TRACK ROAD TO THE LEFT.  TURN LEFT (EAST) AND FOLLOW
 CZ1904'THIS ROAD KEEPING TO THE LEFT SO AS TO FOLLOW THE FENCE
 CZ1904'MARKING THE SOUTHERN BORDER OF THE BOX 0.  THE ROAD BREAKS DOWN
 CZ1904'INTO COTTONWOOD WASH.  HERE THE FENCE TURNS NORTH IN THE
 CZ1904'BOTTOM OF THE WASH.  TURN RIGHT (SOUTH) AND PICK A WAY CROSS
 CZ1904'COUNTRY TO THE TOP OF THE WASH AND THE STATION.
 CZ1904'
 CZ1904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 CZ1904'SOUTHEAST OF FLORENCE
 CZ1904
 CZ1904                          STATION RECOVERY (1968)
 CZ1904
 CZ1904'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1904'ALL MARKS FOUND IN GOOD CONDITION.
 CZ1904
 CZ1904                          STATION RECOVERY (2008)
 CZ1904
 CZ1904'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ1904'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1904'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1969 ***********************************************************************
 DV1969  DESIGNATION -  BRADFORD
 DV1969  PID         -  DV1969
 DV1969  STATE/COUNTY-  AZ/MARICOPA
 DV1969  USGS QUAD   -  HOPE (1990)
 DV1969
 DV1969                         *CURRENT SURVEY CONTROL
 DV1969  ___________________________________________________________________
 DV1969* NAD 83(1992)-  33 38 24.55017(N)    113 40 49.95811(W)     ADJUSTED  
 DV1969* NAVD 88     -       448.7    (meters)    1472.     (feet)  VERTCON   
 DV1969  ___________________________________________________________________
 DV1969  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DV1969  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1969  HORZ ORDER  -  SECOND
 DV1969
 DV1969.The horizontal coordinates were established by classical geodetic methods
 DV1969.and adjusted by the National Geodetic Survey in June 1998.
 DV1969
 DV1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1969
 DV1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1969
 DV1969.The geoid height was determined by GEOID03.
 DV1969
 DV1969;                    North         East     Units Scale Factor Converg.
 DV1969;SPC AZ C     -   294,139.497    49,726.961   MT  1.00023001   -0 58 38.5
 DV1969;SPC AZ C     -   965,024.60    163,146.20   iFT  1.00023001   -0 58 38.5
 DV1969;SPC AZ W     -   292,755.824   219,803.187   MT  0.99993384   +0 02 18.5
 DV1969;SPC AZ W     -   960,484.99    721,139.06   iFT  0.99993384   +0 02 18.5
 DV1969;UTM  12      - 3,725,481.162   251,383.354   MT  1.00036208   -1 29 08.6
 DV1969
 DV1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1969!SPC AZ C     -   0.99993446  x   1.00023001  =   1.00016446
 DV1969!SPC AZ W     -   0.99993446  x   0.99993384  =   0.99986831
 DV1969!UTM  12      -   0.99993446  x   1.00036208  =   1.00029652
 DV1969
 DV1969:                Primary Azimuth Mark                     Grid Az
 DV1969:SPC AZ C     -  BRADFORD AZ MK                           011 36 07.3
 DV1969:SPC AZ W     -  BRADFORD AZ MK                           010 35 10.3
 DV1969:UTM  12      -  BRADFORD AZ MK                           012 06 37.4
 DV1969
 DV1969|---------------------------------------------------------------------|
 DV1969| PID    Reference Object                     Distance      Geod. Az  |
 DV1969|                                                           dddmmss.s |
 DV1969| CH2788 BRADFORD AZ MK                                     0103728.8 |
 DV1969| CH2789 BRADFORD RM 1                        10.293 METERS 02355     |
 DV1969| CH2790 BRADFORD RM 2                         7.612 METERS 09412     |
 DV1969|---------------------------------------------------------------------|
 DV1969
 DV1969                          SUPERSEDED SURVEY CONTROL
 DV1969
 DV1969  NAD 83(1992)-  33 38 24.55017(N)    113 40 49.95811(W) AD(       ) 2
 DV1969  NAD 83(1986)-  33 38 24.54383(N)    113 40 49.97125(W) AD(       ) 2
 DV1969  NAD 27      -  33 38 24.42200(N)    113 40 47.21910(W) AD(       ) 2
 DV1969  NGVD 29 (07/19/86)  448.0    (m)         1470.     (f) VERT ANG    3  
 DV1969
 DV1969.Superseded values are not recommended for survey control.
 DV1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1969.See file dsdata.txt to determine how the superseded data were derived.
 DV1969
 DV1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5138325481(NAD 83)
 DV1969_MARKER: DS = TRIANGULATION STATION DISK
 DV1969_SETTING: 80 = SET IN A BOULDER
 DV1969_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1969+STABILITY: SURFACE MOTION
 DV1969
 DV1969  HISTORY     - Date     Condition        Report By
 DV1969  HISTORY     - 1949     MONUMENTED       CGS
 DV1969  HISTORY     - 1962     GOOD             CGS
 DV1969  HISTORY     - 1985     GOOD             AZDT
 DV1969
 DV1969                          STATION DESCRIPTION
 DV1969
 DV1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1969'STATION LOCATED ON THE SOUTHWEST END OF A LOW, BLACK RIDGE,
 DV1969'WEST OF THE HIGHEST POINT OF THE RIDGE, ABOUT 6 MILES
 DV1969'SOUTH-SOUTHEAST OF HOPE, ABOUT 4 MILES EAST-NORTHEAST OF BRADFORD
 DV1969'WELL, 12 FEET EAST OF A CAIRN, PROJECTS 12 INCHES, AND
 DV1969'STAMPED, BRADFORD 1948.
 DV1969'
 DV1969'REFERENCE MARK NO. 1 IS ABOUT 12 INCHES LOWER THAN STATION,
 DV1969'PROJECTS 8 INCHES, AND STAMPED, BRADFORD NO 1 1948.
 DV1969'
 DV1969'REFERENCE MARK NO. 2 IS ABOUT 18 INCHES LOWER THAN STATION,
 DV1969'PROJECTS 4 INCHES, AND STAMPED, BRADFORD NO 2 1948.
 DV1969'
 DV1969'AZIMUTH MARK IS LOCATED ON A SMALL, LOW, ROCKY, BLACK KNOLL
 DV1969'SEPERATED FROM AND TO THE NORTH OF THE STATION RIDGE, 5 FEET WEST
 DV1969'OF A WHITE WITNESS POST, PROJECTS 2 INCHES, AND STAMPED, BRADFORD
 DV1969'1948.
 DV1969'
 DV1969'TO REACH FROM HOPE, GO WEST ON U.S. HIGHWAY 60 AND 70 FOR 2.6
 DV1969'MILES TO A DIRT ROAD ON LEFT.  TURN LEFT, SOUTH, AND GO 1.2
 DV1969'MILE TO A FORK.  TAKE LEFT FORK, TRACK ROAD, AND GO SOUTHEASTERLY
 DV1969'FOR 5.7 MILES.  TURN LEFT, EAST, AND GO ACROSS COUNTRY TOWARD
 DV1969'BLACK RIDGE FOR 0.7 MILE TO END OF TRUCK TRAVEL ON THE NORTH
 DV1969'SIDE OF RIDGE.  PACK SOUTH TO TOP OF RIDGE AND STATION AS
 DV1969'DESCRIBED ABOVE.  A 10-MINUTE PACK.
 DV1969'
 DV1969'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, GO NORTH ACROSS
 DV1969'COUNTRY FOR 0.7 MILE TO BASE OF SMALL KNOLL AND AZIMUTH MARK
 DV1969'ON TOP OF KNOLL AS DESCRIBED ABOVE.
 DV1969
 DV1969                          STATION RECOVERY (1962)
 DV1969
 DV1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1969'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DV1969'THE DISTANCE TO THE REFERENCE MARKS CHECKED WITH THE ORIGINAL
 DV1969'DESCRIPTION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 DV1969'MARK NUMBER 2 AND A SECOND SET OF OBSERVATIONS WERE TAKEN
 DV1969'AND THE RESULTS MEANED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV1969'
 DV1969'STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF BRENDA,
 DV1969'ABOUT 8 MILES SOUTH OF HOPE AND ABOUT 3-1/2 MILES NORTH OF
 DV1969'A EARTHEN WATER TANK.
 DV1969'
 DV1969'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60, 70 AND STATE
 DV1969'ROUTE 72 AT HOPE, GO WESTERLY ON U.S. HIGHWAY 60 AND 70 FOR 3.65
 DV1969'MILES TO CROSSROAD AND SHELL SERVICE STATION ON RIGHT, TURN
 DV1969'LEFT AND GO SOUTH ON MAIN BLADED ROAD FOR 3.4 MILES TO MATHEWS
 DV1969'RANCH HOUSE ON RIGHT, CONTINUE SOUTH ON MAIN BLADED ROAD FOR
 DV1969'4.5 MILES TO BLADED SIDE ROAD LEFT, TURN LEFT AND GO EASTERLY
 DV1969'FOLLOWING MAIN BLADED ROAD FOR 5.3 MILES TO A FENCE CORNER,
 DV1969'KEEP TO THE RIGHT OF FENCE AND GO EASTERLY FOLLOWING ALONG
 DV1969'FENCE FOR 0.3 MILE TO FENCE CORNER AND EARTHEN WATER TANK
 DV1969'ON LEFT, BEAR LEFT AND GO NORTHERLY FOLLOWING TRACK ROAD
 DV1969'TO THE FENCE, THENCE NORTHEASTERLY FOLLOWING FENCE FOR
 DV1969'0.7 MILE TO THE FENCE CORNER, TURN LEFT AND GO NORTHWEST
 DV1969'ALONG RIGHT SIDE OF FENCE FOR 1.2 MILES TO A FENCE
 DV1969'CORNER, BEAR RIGHT AND GO NORTH-NORTHEASTERLY ON TRACK ROAD
 DV1969'FOR 0.4 MILE TO STATION FIVE ON RIGHT, CONTINUE NORTHEAST ON
 DV1969'TRACK ROAD FOR 0.45 MILE TO WHERE TRACK ROAD JUNCTIONS
 DV1969'WITH A DIM TRACK ROAD, TURN LEFT AND GO NORTHWEST FOLLOWING
 DV1969'TRACK ROAD 1.0 MILE TO A OPEN DESERT AREA, TURN RIGHT AND
 DV1969'GO NORTH AND THEN NORTHWEST FOLLOWING TRACK ROAD WHICH CURVES
 DV1969'CONSTANTLY FOR 0.55 MILE TO THE SOUTH SIDE OF RIDGE AND END
 DV1969'OF TRUCK TRAVEL.  FROM HERE PACK NORTHEASTERLY TO TOP OF
 DV1969'HILL AND STATION.
 DV1969'
 DV1969'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED BRADFORD
 DV1969'1948, IS SET IN A DRILL HOLE IN TOP OF A ROUND SHAPED OUTCROPPING
 DV1969'BEDROCK FORMATION WHICH PROJECTS ABOVE THE GROUND ABOUT 12
 DV1969'INCHES.  THE MARK IS 10 FEET EAST OF A CAIRN.
 DV1969'
 DV1969'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BRADFORD
 DV1969'NO 1 1948, IS SET IN TOP OF OUTCROPPING BEDROCK WHICH PROJECTS
 DV1969'ABOUT 8 INCHES ABOVE THE GROUND.  THE MARK IS 33 FEET
 DV1969'NORTH-NORTHEAST OF A CAIRN.
 DV1969'
 DV1969'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BRADFORD
 DV1969'NO 2 1948, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DV1969'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS
 DV1969'34 FEET EAST OF A CAIRN.
 DV1969'
 DV1969'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BRADFORD 1948, IS
 DV1969'SET IN A DRILL HOLE IN TOP OF A BOULDER WHICH PROJECTS ABOUT
 DV1969'2 FEET.  THE MARK IS 5 FEET WEST OF THE WITNESS POST AND IS
 DV1969'LOCATED ON TOP OF A SMALL, ROCKY BLACK KNOLL.
 DV1969'
 DV1969'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 DV1969'WEST-NORTHWEST AROUND SOUTH SIDE OF RIDGE FOR 0.5 MILE TO WEST
 DV1969'SIDE OF RIDGE, BEAR RIGHT AND FOLLOW CLEAR DESERT AREA IN A
 DV1969'EASTERLY DIRECTION FOR 0.5 MILE, THENCE BEAR LEFT IN A NORTHERLY
 DV1969'DIRECTION CROSSING SEVERAL WASHES FOR 0.75 MILE TO A SMALL, BLACK
 DV1969'ROCKY KNOLL AND THE AZIMUTH MARK.
 DV1969'
 DV1969'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1969
 DV1969                          STATION RECOVERY (1985)
 DV1969
 DV1969'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1969'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 DV1969'FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1969'
 DV1969'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1969'U.S. HIGHWAY 60 FOR 9.5 MILES TO THE EAST SIDE OF THE CENTRAL ARIZONA
 DV1969'PROJECT CANAL. TRAVEL SOUTH ALONG THE EAST SIDE OF THE CANAL FOR 7.1
 DV1969'MILES TO A RIDGE ON THE LEFT AT MILE POST 54 AND END OF TRUCK TRAVEL.
 DV1969'PACK EAST OVER A HILL CROSSING A SADDLE AND TO THE TOP OF THE SECOND
 DV1969'HILL AND THE STATION.  THE AZIMUTH MARK IS ON TOP OF A LOW ROCKY KNOLL
 DV1969'0.7 MILE NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2130 ***********************************************************************
 DV2130  DESIGNATION -  BRADLEY
 DV2130  PID         -  DV2130
 DV2130  STATE/COUNTY-  AZ/MARICOPA
 DV2130  USGS QUAD   -  AVONDALE SW (1978)
 DV2130
 DV2130                         *CURRENT SURVEY CONTROL
 DV2130  ___________________________________________________________________
 DV2130* NAD 83(1992)-  33 22 23.58640(N)    112 24 46.87269(W)     ADJUSTED  
 DV2130* NAVD 88     -       391.2    (meters)    1283.     (feet)  VERTCON   
 DV2130  ___________________________________________________________________
 DV2130  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DV2130  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2130  HORZ ORDER  -  FIRST
 DV2130
 DV2130.The horizontal coordinates were established by classical geodetic methods
 DV2130.and adjusted by the National Geodetic Survey in August 1993.
 DV2130
 DV2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2130
 DV2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2130
 DV2130.The geoid height was determined by GEOID03.
 DV2130
 DV2130;                    North         East     Units Scale Factor Converg.
 DV2130;SPC AZ C     -   263,250.281   167,174.835   MT  0.99992629   -0 16 23.0
 DV2130;SPC AZ C     -   863,682.02    548,473.87   iFT  0.99992629   -0 16 23.0
 DV2130;UTM  12      - 3,693,554.936   368,554.779   MT  0.99981302   -0 46 38.6
 DV2130
 DV2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2130!SPC AZ C     -   0.99994335  x   0.99992629  =   0.99986964
 DV2130!UTM  12      -   0.99994335  x   0.99981302  =   0.99975638
 DV2130
 DV2130:                Primary Azimuth Mark                     Grid Az
 DV2130:SPC AZ C     -  LITCHFIELD PARK NAF CONT TWR             034 58 45.0
 DV2130:UTM  12      -  LITCHFIELD PARK NAF CONT TWR             035 29 00.6
 DV2130
 DV2130|---------------------------------------------------------------------|
 DV2130| PID    Reference Object                     Distance      Geod. Az  |
 DV2130|                                                           dddmmss.s |
 DV2130| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 7.2 KM 0344222.0 |
 DV2130| DV2126 LITCHFIELD PARK NAF UHF ANT         APPROX. 7.2 KM 0344307.6 |
 DV2130| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 7.5 KM 0353151.5 |
 DV2130| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 8.0 KM 0360638.7 |
 DV2130| CH4422 BRADLEY RM 2                          9.767 METERS 24035     |
 DV2130| CH4420 BRADLEY AZ MK                                      2742458.0 |
 DV2130| CH4421 BRADLEY RM 1                         12.247 METERS 35119     |
 DV2130|---------------------------------------------------------------------|
 DV2130
 DV2130                          SUPERSEDED SURVEY CONTROL
 DV2130
 DV2130  NAD 83(1986)-  33 22 23.58043(N)    112 24 46.87719(W) AD(       ) 1
 DV2130  NAD 27      -  33 22 23.42580(N)    112 24 44.30190(W) AD(       ) 1
 DV2130  NGVD 29 (07/19/86)  390.6    (m)         1281.     (f) VERT ANG    3  
 DV2130
 DV2130.Superseded values are not recommended for survey control.
 DV2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2130.See file dsdata.txt to determine how the superseded data were derived.
 DV2130
 DV2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6855593555(NAD 83)
 DV2130_MARKER: DS = TRIANGULATION STATION DISK
 DV2130_SETTING: 66 = SET IN ROCK OUTCROP
 DV2130_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2130+STABILITY: POSITION/ELEVATION WELL
 DV2130
 DV2130  HISTORY     - Date     Condition        Report By
 DV2130  HISTORY     - 1934     MONUMENTED       CGS
 DV2130  HISTORY     - 1936     GOOD             CGS
 DV2130  HISTORY     - 1962     GOOD             CGS
 DV2130  HISTORY     - 1965     GOOD             CGS
 DV2130  HISTORY     - 1983     GOOD             AZDT
 DV2130  HISTORY     - 1986     GOOD             AZDT
 DV2130
 DV2130                          STATION DESCRIPTION
 DV2130
 DV2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2130'ABOUT 10-1/2 MILES EAST OF THE VILLAGE OF BUCKEYE, IN SEC. 1,
 DV2130'T. 1 S., R. 2 W., ON THE HIGHEST AND MOST NORTHERLY ONE OF A
 DV2130'GROUP OF LOW HILLS LYING JUST SOUTH OF THE GILA RIVER AND ABOUT
 DV2130'1 MILE SOUTHEAST OF THE J.L. BRADLEY RANCH, NEAR THE SOUTH END
 DV2130'OF THE SUMMIT, ON RIDGE LINE, ABOUT 50 FEET SOUTH-SOUTHEAST
 DV2130'OF THE HIGH POINT.  MARKED BY A STANDARD BRONZE DISK.
 DV2130'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DV2130'REFERENCE DISK, IS ON HIGH POINT OF SUMMIT, IN
 DV2130'SHARP ROCK OUTCROP, 12.262 METERS (40.23 FEET) FROM
 DV2130'STATION N 08 DEG 41 MIN W.  REFERENCE MARK NO. 2,
 DV2130'A STANDARD BRONZE REFERENCE DISK, IS DOWN THE
 DV2130'WEST SLOPE OF THE SUMMIT, IN LEDGE, 9.758 METERS (32.01 FEET)
 DV2130'FROM STATION S 60 DEG 36 MIN W.  STATION COTTON MAY
 DV2130'BE USED AS THE AZIMUTH MARK.
 DV2130
 DV2130                          STATION RECOVERY (1962)
 DV2130
 DV2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2130'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE
 DV2130'MARK NUMBER 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DV2130'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.
 DV2130'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DV2130'
 DV2130'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DV2130'
 DV2130'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BUCKEYE, 8 MILES
 DV2130'SOUTHWEST OF AVONDALE AND JUST SOUTH OF THE GILA RIVER NEAR
 DV2130'THE SOUTH END OF A SUMMIT, ABOUT 50 FEET SOUTH-SOUTHEAST OF
 DV2130'THE HIGHEST POINT OF SUMMIT.
 DV2130'
 DV2130'TO REACH THE STATION FROM THE AVONDALE CITY HALL, GO WEST ON
 DV2130'WESTERN AVENUE FOR 0.85 MILE TO TRAFFIC LIGHT AND CROSSROAD
 DV2130'IN GOODYEAR, TURN LEFT AND GO SOUTH FOR 0.75 MILE TO U.S.
 DV2130'HIGHWAY 80, TURN RIGHT AND GO WEST-SOUTHWEST ON U.S. HIGHWAY
 DV2130'80 FOR 4.4 MILES TO COTTON LANE, TURN LEFT ON COTTON LANE FOR
 DV2130'1.0 MILE TO HOUSE ON RIGHT, CONTINUE SOUTH FOR 0.2 MILE TO FORK,
 DV2130'KEEP LEFT FORK FOR 0.1 MILE TO FORK, KEEP RIGHT FORK FOR 0.6
 DV2130'MILE TO A TRACK CROSSROAD, CONTINUE SOUTH BETWEEN FENCES FOR
 DV2130'0.3 MILE TO THREE SMALL YELLOW HOUSES AND FORK, TURN LEFT AND
 DV2130'GO EAST PASSING BETWEEN THE FIRST AND SECOND HOUSE AND CONTINUE
 DV2130'EAST AND NORTHEAST FOLLOWING TRACK ROAD TO A REVERSE FORK FOR
 DV2130'0.5 MILE, KEEP RIGHT FOR 0.1 MILE TO A WHITE IRON GATE
 DV2130'ON RIGHT, TURN RIGHT THROUGH GATE AND GO SOUTHERLY ON GAS
 DV2130'LINE ROAD FOR 0.65 MILE TO A TRACK ROAD LEFT, TURN LEFT OFF
 DV2130'GAS LINE ROAD AND GO 0.1 MILE TO A DIM FORK, KEEP LEFT FORK
 DV2130'AND GO EAST-NORTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DV2130'LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY
 DV2130'UP TRAIL TO TOP OF HILL AND STATION.  THIS IS ABOUT 20 MINUTE
 DV2130'PACK.
 DV2130'
 DV2130'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN A
 DV2130'DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED BRADLEY 1934.
 DV2130'THE MARK IS 50 FEET SOUTH-SOUTHEAST OF THE HIGHEST PART OF
 DV2130'HILL.
 DV2130'
 DV2130'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2130'IN OUTCROPPING BEDROCK AND IS STAMPED BRADLEY NO 1 1934.  THE
 DV2130'MARK IS ON THE HIGHEST POINT OF HILL AND PROJECTS ABOUT 18
 DV2130'INCHES.
 DV2130'
 DV2130'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2130'IN OUTCROPPING BEDROCK WHICH IS ABOUT 12 FEET LOWER IN ELEVATION
 DV2130'THAN THE STATION AND IS STAMPED BRADLEY NO 2 1934.  THE MARK
 DV2130'IS ON A LEDGE ON THE WEST SIDE OF HILL.
 DV2130'
 DV2130'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV2130'OUTCROPPING BEDROCK AND IS STAMPED BRADLEY 1934.  THE MARK IS 54
 DV2130'FEET NORTH OF A TRACK ROAD, 10 FEET NORTHWEST OF A CAIRN AND
 DV2130'5 FEET NORTHEAST OF A WITNESS POST.
 DV2130'
 DV2130'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2130
 DV2130                          STATION RECOVERY (1965)
 DV2130
 DV2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2130'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DV2130'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DV2130'THE DIRECTIONS TO BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 DV2130'WERE CHECKED, BUT A SLIGHT DISCREPANCY WAS NOTED IN THE
 DV2130'DISTANCES TO THE REFERENCE MARKS.  THE MEASUREMENT TO REFERENCE
 DV2130'MARK NO. 1 IS 10 MM. SHORTER THAN THE 1962 MEASUREMENT, AND THAT
 DV2130'TO REFERENCE MARK NO. 2 5 MM. LONGER.  A NEW AND COMPLETE
 DV2130'DESCRIPTION FOLLOWS--
 DV2130'
 DV2130'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, ROCKY HILL
 DV2130'ABOUT 10 MILES EAST OF BUCKEYE, 8 MILES SOUTHWEST OF AVONDALE
 DV2130'AND JUST SOUTH OF THE GILA RIVER.
 DV2130'
 DV2130'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST ON
 DV2130'WESTERN AVENUE FOR 0.85 MILE TO LITCHFIELD ROAD.  TURN LEFT
 DV2130'AND GO SOUTH ON LITCHFIELD ROAD FOR 0.75 MILE TO U.S. HIGHWAY 80.
 DV2130'TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 80 FOR 4.4 MILES TO
 DV2130'COTTON LANE.  TURN LEFT AND GO SOUTHERLY ON COTTON LANE FOR 1.2
 DV2130'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH ALONG
 DV2130'A BLADED ROAD FOR 0.45 MILE TO AN INTERSECTION OF 5 BLADED
 DV2130'ROADS.  TAKE THE EXTREME LEFT ROAD AND GO NORTHEAST FOR 0.35
 DV2130'MILE TO THE NORTH END OF A CONCRETE IRRIGATION DITCH.  TURN
 DV2130'RIGHT AND FOLLOW BLADED ROAD SOUTH FOR 0.25 MILE TO A T
 DV2130'INTERSECTION.  TURN LEFT AND GO EAST FOR 0.15 MILE TO ANOTHER T
 DV2130'INTERSECTION AND A WHITE-PAINTED METAL GATE ON THE RIGHT.
 DV2130'TURN RIGHT, THROUGH GATE, AND GO SOUTHERLY FOR 0.65 MILE TO A
 DV2130'TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.1
 DV2130'MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW DIM TRACK
 DV2130'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AND THE
 DV2130'END OF TRUCK TRAVEL.  PACK EASTERLY UP STEEP HILL FOR
 DV2130'ABOUT 0.3 MILE TO THE SUMMIT AND THE STATION MARK.
 DV2130'PACKING TIME IS ABOUT 20 MINUTES.
 DV2130'
 DV2130'THE STATION MARK IS A STANDARD DISK, STAMPED BRADLEY 1934,
 DV2130'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 DV2130'50 FEET SOUTH OF THE HIGHEST POINT OF THE HILL.
 DV2130'
 DV2130'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BRADLEY
 DV2130'NO 1 1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2130'THAT PROJECTS 18 INCHES.  IT IS ON THE HIGHEST POINT OF THE
 DV2130'HILL.
 DV2130'
 DV2130'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BRADLEY NO
 DV2130'2 1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 DV2130'12 FEET BELOW THE ELEVATION OF THE STATION MARK.
 DV2130'
 DV2130'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRADLEY 1934,
 DV2130'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 54
 DV2130'FEET NORTH OF THE CENTER OF A TRACK ROAD, 10 FEET NORTHWEST
 DV2130'OF A CAIRN AND 5 FEET NORTHEAST OF A METAL WITNESS POST.
 DV2130'
 DV2130'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DV2130
 DV2130                          STATION RECOVERY (1983)
 DV2130
 DV2130'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV2130'THE DRILL HOLE FOR THE STATION MARK WAS RECOVERED WITH THE DISK
 DV2130'MISSING.  A NEW STATION MARK STAMPED---BRADLEY 1934 1983---WAS SET ON
 DV2130'THE ORIGINAL POSITION.  THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DV2130'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2130'
 DV2130'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 80 AND
 DV2130'LITCHFIELD ROAD IN AVONDALE TRAVEL WEST ALONG U. S. 80 FOR 1.2 MILES
 DV2130'TO BULLARD ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 2.5 MILES TO VINEYARD
 DV2130'AVENUE.  TURN RIGHT AND TRAVEL WEST FOR 1.1 MILES TO REEMS ROAD,
 DV2130'CONTINUE SOUTH ALONG THE WEST SIDE OF THE GOLF COURSE FOR 0.4 MILE TO
 DV2130'A GATE.  PASS THROUGH GATE AND TRAVEL WEST 0.25 MILE TO A BLADED ROAD
 DV2130'ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 0.1 MILE TO A BLADED
 DV2130'ROAD RIGHT.  TURN RIGHT AND CONTINUE WEST FOR 0.7 MILE TO A BLADED
 DV2130'ROAD.  TURN LEFT FOR 0.25 MILE TO A FORK AT A POWER LINE.  TAKE RIGHT
 DV2130'FORK FOR 0.6 MILE TO A GAS LINE, TURN LEFT ALONG GAS LINE FOR 0.6 MILE
 DV2130'TO A TRAIL LEFT.  TURN LEFT FOR 0.1 MILE TO A FORK.  TURN LEFT FOR
 DV2130'0.25 MILE TO THE AZIMUTH MARK.  PACK TO THE LOW SADDLE TO THE NORTH
 DV2130'AND THEN SOUTH TO THE STATION.
 DV2130
 DV2130                          STATION RECOVERY (1986)
 DV2130
 DV2130'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2130'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1983.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0940 ***********************************************************************
 EU0940  DESIGNATION -  BREEZE
 EU0940  PID         -  EU0940
 EU0940  STATE/COUNTY-  AZ/MOHAVE
 EU0940  USGS QUAD   -  WARM SPRINGS SW (1970)
 EU0940
 EU0940                         *CURRENT SURVEY CONTROL
 EU0940  ___________________________________________________________________
 EU0940* NAD 83(1992)-  34 45 57.70475(N)    114 28 42.71773(W)     ADJUSTED  
 EU0940* NAVD 88     -       195.12   (+/-2cm)     640.2    (feet)  VERTCON   
 EU0940  ___________________________________________________________________
 EU0940  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 EU0940  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 EU0940  HORZ ORDER  -  FIRST
 EU0940  VERT ORDER  -  THIRD ? (See Below)
 EU0940
 EU0940.The horizontal coordinates were established by classical geodetic methods
 EU0940.and adjusted by the National Geodetic Survey in August 1993.
 EU0940
 EU0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0940.The vertical order pertains to the NGVD 29 superseded value.
 EU0940
 EU0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0940
 EU0940.The geoid height was determined by GEOID03.
 EU0940
 EU0940;                    North         East     Units Scale Factor Converg.
 EU0940;SPC AZ W     -   417,876.152   146,668.643   MT  0.99998813   -0 24 55.6
 EU0940;SPC AZ W     - 1,370,984.75    481,196.34   iFT  0.99998813   -0 24 55.6
 EU0940;SPC CA 5     -   646,080.097 2,322,289.635   MT  0.99992216   +2 00 26.2
 EU0940;SPC CA 5     - 2,119,681.12  7,619,045.24   sFT  0.99992216   +2 00 26.2
 EU0940;UTM  11      - 3,849,993.683   730,767.338   MT  1.00025641   +1 26 18.4
 EU0940
 EU0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0940!SPC AZ W     -   0.99997419  x   0.99998813  =   0.99996232
 EU0940!SPC CA 5     -   0.99997419  x   0.99992216  =   0.99989635
 EU0940!UTM  11      -   0.99997419  x   1.00025641  =   1.00023059
 EU0940
 EU0940:                Primary Azimuth Mark                     Grid Az
 EU0940:SPC AZ W     -  TOPOCK EL PASO NATL GAS CO TK            136 01 55.2
 EU0940:SPC CA 5     -  TOPOCK EL PASO NATL GAS CO TK            133 36 33.4
 EU0940:UTM  11      -  TOPOCK EL PASO NATL GAS CO TK            134 10 41.2
 EU0940
 EU0940|---------------------------------------------------------------------|
 EU0940| PID    Reference Object                     Distance      Geod. Az  |
 EU0940|                                                           dddmmss.s |
 EU0940| EU0931 TOPOCK EL PASO NATL GAS CO TK       APPROX. 5.6 KM 1353659.6 |
 EU0940| CC5252 BREEZE RM 2                          13.370 METERS 26910     |
 EU0940| CC5250 BREEZE AZ MK                                       3524935.9 |
 EU0940| CC5251 BREEZE RM 1                          14.552 METERS 35737     |
 EU0940|---------------------------------------------------------------------|
 EU0940
 EU0940                          SUPERSEDED SURVEY CONTROL
 EU0940
 EU0940  NAD 83(1986)-  34 45 57.71055(N)    114 28 42.72415(W) AD(       ) 1
 EU0940  NAD 27      -  34 45 57.68726(N)    114 28 39.86292(W) AD(       ) 1
 EU0940  NGVD 29 (07/19/86)  194.48   (m)          638.1    (f) LEVELING    3  
 EU0940
 EU0940.Superseded values are not recommended for survey control.
 EU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0940.See file dsdata.txt to determine how the superseded data were derived.
 EU0940
 EU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3076749994(NAD 83)
 EU0940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EU0940_SETTING: 80 = SET IN A BOULDER
 EU0940_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0940
 EU0940  HISTORY     - Date     Condition        Report By
 EU0940  HISTORY     - 1935     MONUMENTED       CGS
 EU0940  HISTORY     - 1948     GOOD             USGS
 EU0940  HISTORY     - 1955     GOOD             CGS
 EU0940  HISTORY     - 1961     GOOD             CGS
 EU0940  HISTORY     - 1964     GOOD             CGS
 EU0940
 EU0940                          STATION DESCRIPTION
 EU0940
 EU0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0940'STATION IS 3.7 MILES BY HIGHWAY NNE OF THE TOWN OF TOPOCK,
 EU0940'AND ABOUT 50 YARDS W OF THE HIGHWAY ON LEVEL GROUND.
 EU0940'
 EU0940'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 EU0940'IN DRILL HOLES IN BOULDERS.
 EU0940'
 EU0940'STATION IS REACHED FROM TOPOCK AS FOLLOWS--TAKE U.S. HIGHWAY
 EU0940'66 GOING N AND GO 3.7 MILES, TURN LEFT OFF THE HIGHWAY AND GO
 EU0940'ABOUT 50 YARDS TO THE STATION.  A DRIVE STATION.
 EU0940
 EU0940                          STATION RECOVERY (1948)
 EU0940
 EU0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 EU0940'RECOVERED IN GOOD CONDITION.
 EU0940
 EU0940                          STATION RECOVERY (1955)
 EU0940
 EU0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0940'RECOVERED- THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 EU0940'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 EU0940'FOLLOWING ADDITIONAL INFORMATION.
 EU0940'
 EU0940'THE MILEAGE ALONG RTE 66 NORTH OF TOPOCK SHOULD BE MEASURED
 EU0940'ALONG THE OLD ROUTE AS HIGHWAY 66 HAS BEEN RELOCATED.  THE
 EU0940'STATION IS ABOUT 1374 FEET WEST OF THE CIVIL AERONAUTICS
 EU0940'ADMINISTRATION VOR RANGE STRUCTURE.
 EU0940
 EU0940                          STATION RECOVERY (1961)
 EU0940
 EU0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0940'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 EU0940'GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE
 EU0940'AND DIRECTIONS TO THE REFERENCE MARKS, A SECOND SET OF
 EU0940'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  A NEW AZIMUTH
 EU0940'MARK WAS ESTABLISHED BY THIS PARTY.  DUE TO SEVERAL CHANGES
 EU0940'A NEW DESCRIPTION FOLLOWS.
 EU0940'
 EU0940'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF THE VILLAGE
 EU0940'OF TOPOCK AND ABOUT 50 YARDS WEST OF OLD U.S. HIGHWAY 66 ON
 EU0940'LEVEL GROUND.
 EU0940'
 EU0940'TO REACH THE STATION FROM THE FORKS IN ROAD JUST EAST OF THE
 EU0940'BRIDGE IN TOPOCK, TAKE LEFT FORK (OLD U.S. HIGHWAY 66) PASSING
 EU0940'UNDER RAILROAD AND GO NORTH FOR 3.9 MILES TO THE VOR INSTALLATION
 EU0940'ON THE RIGHT AND THE STATION ON THE LEFT.
 EU0940'
 EU0940'STATION MARK, A STANDARD STATION DISK SET IN A DRILL HOLE IN A
 EU0940'BOULDER WHICH PROJECTS 4-INCHES AND IS STAMPED BREEZE 1934.
 EU0940'THE MARK IS 239 FEET EAST-NORTHEAST OF A POWER POLE, 220 FEET
 EU0940'WEST-SOUTHWEST OF THE CENTER OF ROAD AND 5.5 FEET NORTH OF A
 EU0940'WITNESS POST.
 EU0940'
 EU0940'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 EU0940'HOLE IN A BOULDER WHICH PROJECTS 6-INCHES AND IS STAMPED
 EU0940'BREEZE NO 1 1934.  THE MARK IS 218 FEET WEST-SOUTHWEST OF THE
 EU0940'CENTER OF ROAD AND 53.2 FEET NORTH OF A WITNESS POST.
 EU0940'
 EU0940'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 EU0940'IN A BOULDER WHICH PROJECTS 4-INCHES AND IS STAMPED BREEZE NO
 EU0940'2 1934.  THE MARK IS 203 FEET NORTHEAST OF A POWER POLE AND
 EU0940'43.6 FEET WEST OF A WITNESS POST.
 EU0940'
 EU0940'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH
 EU0940'SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS STAMPED
 EU0940'BREEZE 1934.  THE MARK IS 53 FEET SOUTH-SOUTHEAST OF ROAD SIGN
 EU0940'CATMAN, 33 FEET NORTHEAST OF THE CENTER OF ROAD AND 1.7 FEET
 EU0940'NORTHEAST OF A WITNESS POST.
 EU0940
 EU0940                          STATION RECOVERY (1964)
 EU0940
 EU0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0940'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 EU0940'CONDITION EXCEPT AS NOTED.  REFERENCE MARK NUMBER ONE HAS
 EU0940'APPARENTLY BEEN RUN OVER BY A TRACTOR AND MOVED.  THE
 EU0940'AZIMUTH MARK FOR STATION TOPOCK DESCRIBED AS COMMON TO THIS
 EU0940'STATION IN 1948 IS NOT VISIBLE.  A MORE COMPLETE DESCRIPTION
 EU0940'FOLLOWS--
 EU0940'
 EU0940'THE STATION IS LOCATED 19-3/4 MILES SOUTH-SOUTHWEST OF OATMAN,
 EU0940'8 MILES SOUTHEAST OF NEEDLES, AND 3-1/4 MILES NORTH OF TOPOCK.  IT
 EU0940'IS ABOUT 0.2 MILE WEST OF THE NEEDLES VORTAC STATION ON A FLAT,
 EU0940'GRAVEL-COVERED BENCH.
 EU0940'
 EU0940'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, GO NORTH
 EU0940'UNDER THE RAILROAD BRIDGE ON THE ROAD TO OATMAN FOR 3.7 MILES
 EU0940'TO THE VORTAC ON THE RIGHT AND THE STATION ON THE LEFT.
 EU0940'
 EU0940'THE STATION MARK IS A STANDARD DISK STAMPED BREEZE 1934
 EU0940'CEMENTED IN A DRILL HOLE IN A PARTIALLY BURIED BOULDER 12
 EU0940'INCHES LONG AND 8 INCHES WIDE PROJECTING 6 INCHES ABOVE GROUND.
 EU0940'IT IS 220 FEET WEST OF THE CENTER OF A PAVED ROAD AND 5.7 FEET
 EU0940'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 EU0940'
 EU0940'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BREEZE
 EU0940'NO 1 1934 CEMENTED IN A DRILL HOLE IN A PARTIALLY BURIED
 EU0940'BOULDER 10 INCHES LONG AND 6 INCHES WIDE PROJECTING 6 INCHES
 EU0940'ABOVE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
 EU0940'
 EU0940'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BREEZE
 EU0940'NO 2 1934 CEMENTED IN A DRILL HOLE IN A PARTIALLY BURIED
 EU0940'BOULDER 15 INCHES LONG AND 12 INCHES WIDE PROJECTING 4 INCHES
 EU0940'ABOVE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0891 ***********************************************************************
 DW0891  DESIGNATION -  BREWER
 DW0891  PID         -  DW0891
 DW0891  STATE/COUNTY-  AZ/LA PAZ
 DW0891  USGS QUAD   -  LA PAZ MTN (1970)
 DW0891
 DW0891                         *CURRENT SURVEY CONTROL
 DW0891  ___________________________________________________________________
 DW0891* NAD 83(1992)-  33 41 37.15099(N)    114 25 15.64247(W)     ADJUSTED  
 DW0891* NAVD 88     -       409.7    (meters)    1344.     (feet)  VERTCON   
 DW0891  ___________________________________________________________________
 DW0891  EPOCH DATE  -        1991.35
 DW0891  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 DW0891  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DW0891  HORZ ORDER  -  FIRST
 DW0891
 DW0891.The horizontal coordinates were established by classical geodetic methods
 DW0891.and adjusted by the National Geodetic Survey in June 1996.
 DW0891.The horizontal coordinates are valid at the epoch date displayed above.
 DW0891.The epoch date for horizontal control is a decimal equivalence
 DW0891.of Year/Month/Day.
 DW0891
 DW0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0891
 DW0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0891
 DW0891.The geoid height was determined by GEOID03.
 DW0891
 DW0891;                    North         East     Units Scale Factor Converg.
 DW0891;SPC AZ W     -   298,889.406   151,150.667   MT  0.99998103   -0 22 20.1
 DW0891;SPC AZ W     -   980,608.29    495,901.14   iFT  0.99998103   -0 22 20.1
 DW0891;SPC CA 6     -   670,836.351 2,169,561.693   MT  0.99997379   +1 00 18.2
 DW0891;SPC CA 6     - 2,200,902.26  7,117,970.32   sFT  0.99997379   +1 00 18.2
 DW0891;UTM  11      - 3,731,175.444   739,046.802   MT  1.00030453   +1 25 53.0
 DW0891
 DW0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0891!SPC AZ W     -   0.99994075  x   0.99998103  =   0.99992178
 DW0891!SPC CA 6     -   0.99994075  x   0.99997379  =   0.99991454
 DW0891!UTM  11      -   0.99994075  x   1.00030453  =   1.00024526
 DW0891
 DW0891|---------------------------------------------------------------------|
 DW0891| PID    Reference Object                     Distance      Geod. Az  |
 DW0891|                                                           dddmmss.s |
 DW0891| CE9024 BREWER RM 1                          11.682 METERS 14044     |
 DW0891| CE9025 BREWER RM 2                           2.975 METERS 31657     |
 DW0891| CF0961 LAPEL                                              3464438.9 |
 DW0891|---------------------------------------------------------------------|
 DW0891
 DW0891                          SUPERSEDED SURVEY CONTROL
 DW0891
 DW0891  NAD 83(1992)-  33 41 37.15051(N)    114 25 15.64198(W) AD(       ) 1
 DW0891  NAD 83(1986)-  33 41 37.15081(N)    114 25 15.64695(W) AD(       ) 1
 DW0891  NAD 27      -  33 41 37.06900(N)    114 25 12.81400(W) AD(       ) 1
 DW0891  NGVD 29 (07/19/86)  409.0    (m)         1342.     (f) VERT ANG    3  
 DW0891
 DW0891.Superseded values are not recommended for survey control.
 DW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0891.See file dsdata.txt to determine how the superseded data were derived.
 DW0891
 DW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3904731175(NAD 83)
 DW0891_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0891_SETTING: 66 = SET IN ROCK OUTCROP
 DW0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0891
 DW0891  HISTORY     - Date     Condition        Report By
 DW0891  HISTORY     - 1935     MONUMENTED       CGS
 DW0891  HISTORY     - 1949     GOOD             USGS
 DW0891  HISTORY     - 1954     GOOD             USGS
 DW0891
 DW0891                          STATION DESCRIPTION
 DW0891
 DW0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0891'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MOUNTAINS
 DW0891'LYING NW OF THE LA PAZ MINING DISTRICT, ABOUT 11-1/2 MILES
 DW0891'AIR LINE NE OF THE TOWN OF BLYTHE, CALIF., AND 7 MILES E OF THE
 DW0891'MOST WESTERN BEND OF THE COLORADO RIVER IN THAT VICINITY.
 DW0891'IT IS ABOUT 5 MILES AIR LINE N OF U.S. HIGHWAY 60.  THE STATION
 DW0891'IS ON A SMALL DOME-LIKE PEAK ON THE NNW END OF THE HIGHEST
 DW0891'RIDGE ON THE WESTERN END OF A SMALL RANGE OF MOUNTAINS.
 DW0891'
 DW0891'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0891'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0891'
 DW0891'THE AZIMUTH MARK IS A U.S.G.S. CAIRN 1/4 MILE N ON THE NEXT
 DW0891'HIGHEST POINT OF THE RIDGE.
 DW0891'
 DW0891'TO REACH THE STATION FROM BLYTHE, GO E ON U.S. HIGHWAY 60
 DW0891'10.0 MILES TO A ROAD JUST E OF A CONCRETE BRIDGE.  TURN LEFT
 DW0891'ON THE DIRT ROAD AND FOLLOW MAIN-TRAVELED ROAD 2.1 MILES TO
 DW0891'A CROSSROADS.  CONTINUE STRAIGHT AHEAD 1.2 MILES AND TAKE LEFT
 DW0891'FORK (CONTINUING E UP THE WASH), GO 0.3 MILE, TAKE LEFT FORK
 DW0891'0.2 MILE, TURN LEFT PASSING OVER N BANK OF WASH AND GO 0.6
 DW0891'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE GO N ACROSS THE
 DW0891'WIDE WASH, THENCE UP THE CANYON TO THE N TO ITS SUMMIT.  THEN
 DW0891'NW ALONG THE RIDGE TO THE STATION.
 DW0891
 DW0891                          STATION RECOVERY (1949)
 DW0891
 DW0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DW0891'RECOVERED IN GOOD CONDITION.
 DW0891'
 DW0891'NOTE--RM 1 WAS NOT FOUND.
 DW0891
 DW0891                          STATION RECOVERY (1954)
 DW0891
 DW0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1033 ***********************************************************************
 ET1033  DESIGNATION -  BRIDLE
 ET1033  PID         -  ET1033
 ET1033  STATE/COUNTY-  AZ/YAVAPAI
 ET1033  USGS QUAD   -  THORN PEAK (1967)
 ET1033
 ET1033                         *CURRENT SURVEY CONTROL
 ET1033  ___________________________________________________________________
 ET1033* NAD 83(1992)-  34 24 41.80349(N)    113 13 30.60726(W)     ADJUSTED  
 ET1033* NAVD 88     -       798.7    (meters)    2620.     (feet)  VERTCON   
 ET1033  ___________________________________________________________________
 ET1033  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 ET1033  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 ET1033  HORZ ORDER  -  SECOND
 ET1033
 ET1033.The horizontal coordinates were established by classical geodetic methods
 ET1033.and adjusted by the National Geodetic Survey in August 1993.
 ET1033
 ET1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1033
 ET1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1033
 ET1033.The geoid height was determined by GEOID03.
 ET1033
 ET1033;                    North         East     Units Scale Factor Converg.
 ET1033;SPC AZ C     -   379,084.152    93,068.731   MT  1.00007831   -0 44 22.4
 ET1033;SPC AZ C     - 1,243,714.41    305,343.61   iFT  1.00007831   -0 44 22.4
 ET1033;UTM  12      - 3,810,041.210   295,488.216   MT  1.00011557   -1 15 28.6
 ET1033
 ET1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1033!SPC AZ C     -   0.99987920  x   1.00007831  =   0.99995750
 ET1033!UTM  12      -   0.99987920  x   1.00011557  =   0.99999476
 ET1033
 ET1033|---------------------------------------------------------------------|
 ET1033| PID    Reference Object                     Distance      Geod. Az  |
 ET1033|                                                           dddmmss.s |
 ET1033| CH2797 BRIDLE RM 1                           6.031 METERS 25643     |
 ET1033| ET1057 DUMPY                               APPROX. 8.4 KM 3134610.9 |
 ET1033| CH2798 BRIDLE RM 2                           9.337 METERS 35754     |
 ET1033|---------------------------------------------------------------------|
 ET1033
 ET1033                          SUPERSEDED SURVEY CONTROL
 ET1033
 ET1033  NAD 83(1986)-  34 24 41.80270(N)    113 13 30.61315(W) AD(       ) 2
 ET1033  NAD 27      -  34 24 41.73121(N)    113 13 27.90311(W) AD(       ) 2
 ET1033  NGVD 29 (07/19/86)  798.0    (m)         2618.     (f) VERT ANG    3  
 ET1033
 ET1033.Superseded values are not recommended for survey control.
 ET1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1033.See file dsdata.txt to determine how the superseded data were derived.
 ET1033
 ET1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9548810041(NAD 83)
 ET1033
 ET1033  HISTORY     - Date     Condition        Report By
 ET1033  HISTORY     - 1966     MONUMENTED       USGS
 ET1033  HISTORY     - 1980     GOOD             AZDT
 ET1033
 ET1033                          STATION DESCRIPTION
 ET1033
 ET1033'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET1033'THE STATION IS LOCATED ABOUT 11 1/2 MILES WEST SOUTHWEST OF BAGDAD,
 ET1033'29 1/2 MILES EAST SOUTHEAST OF WIKIEUP, 4 MILES WEST NORTHWEST OF THE
 ET1033'SANTA MARIE RIVER AND 1200 FEET EAST NORTHEAST OF US HIGHWAY 93.
 ET1033'
 ET1033'THE STATION MARK IS A USGS DISK STAMPED BRIDLE 1966.  THE MARK IS SET
 ET1033'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET1033'
 ET1033'REFERENCE MARK 1 IS A USGS DISK STAMPED, RM 1 1966.  IT IS SET IN A
 ET1033'DRILL HOLE IN A BOULDER.
 ET1033'
 ET1033'REFERENCE MARK 2 IS A USGS DISK STAMPED, RM 2 1966.  IT IS SET IN A
 ET1033'DRILL HOLE IN A BOULDER.
 ET1033'
 ET1033'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SOUTHEAST
 ET1033'ALONG US HIGHWAY 93 FOR 31 MILES TO ARIZONA HIGHWAY 97, CONTINUE AHEAD
 ET1033'ABOUT 500 FEET TO A CORRAL ON LEFT, PASS THROUGH GATE AND CONTINUE TO
 ET1033'POWERLINE TRAIL, TURN RIGHT ON POWERLINE TRAIL FOR ABOUT 1.6 MILES TO
 ET1033'A POWERLINE TOWER AT THE HIGHEST POINT ON RIDGE.  THE STATION IS ABOUT
 ET1033'300 FEET UP THE RIDGE ON ROCKY NOSE OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0242 ***********************************************************************
 GO0242  DESIGNATION -  BRINDLE
 GO0242  PID         -  GO0242
 GO0242  STATE/COUNTY-  AZ/APACHE
 GO0242  USGS QUAD   -  TALL MESA (1968)
 GO0242
 GO0242                         *CURRENT SURVEY CONTROL
 GO0242  ___________________________________________________________________
 GO0242* NAD 83(1992)-  36 40 02.52126(N)    109 45 08.16986(W)     ADJUSTED  
 GO0242* NAVD 88     -      1722.2    (meters)    5650.     (feet)  VERTCON   
 GO0242  ___________________________________________________________________
 GO0242  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GO0242  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GO0242  HORZ ORDER  -  THIRD
 GO0242
 GO0242.The horizontal coordinates were established by classical geodetic methods
 GO0242.and adjusted by the National Geodetic Survey in August 1993.
 GO0242
 GO0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0242
 GO0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0242
 GO0242.The geoid height was determined by GEOID03.
 GO0242
 GO0242;                    North         East     Units Scale Factor Converg.
 GO0242;SPC AZ E     -   628,639.996   250,402.636   MT  0.99991690   +0 14 50.9
 GO0242;SPC AZ E     - 2,062,467.18    821,530.96   iFT  0.99991690   +0 14 50.9
 GO0242;UTM  12      - 4,058,698.432   611,502.436   MT  0.99975317   +0 44 42.7
 GO0242
 GO0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0242!SPC AZ E     -   0.99973304  x   0.99991690  =   0.99964996
 GO0242!UTM  12      -   0.99973304  x   0.99975317  =   0.99948627
 GO0242
 GO0242:                Primary Azimuth Mark                     Grid Az
 GO0242:SPC AZ E     -  MESITA                                   171 55 00.9
 GO0242:UTM  12      -  MESITA                                   171 25 09.1
 GO0242
 GO0242|---------------------------------------------------------------------|
 GO0242| PID    Reference Object                     Distance      Geod. Az  |
 GO0242|                                                           dddmmss.s |
 GO0242| GO0261 MESITA                              APPROX.18.4 KM 1720951.8 |
 GO0242|---------------------------------------------------------------------|
 GO0242
 GO0242                          SUPERSEDED SURVEY CONTROL
 GO0242
 GO0242  NAD 83(1986)-  36 40 02.52128(N)    109 45 08.17015(W) AD(       ) 3
 GO0242  NGVD 29 (08/22/88) 1721.3    (m)         5647.     (f) VERT ANG    3  
 GO0242
 GO0242.Superseded values are not recommended for survey control.
 GO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0242.See file dsdata.txt to determine how the superseded data were derived.
 GO0242
 GO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1150258698(NAD 83)
 GO0242_MARKER: DS = TRIANGULATION STATION DISK
 GO0242_SETTING: 80 = SET IN A BOULDER
 GO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0242+STABILITY: SURFACE MOTION
 GO0242
 GO0242  HISTORY     - Date     Condition        Report By
 GO0242  HISTORY     - 1949     MONUMENTED       USGS
 GO0242  HISTORY     - 1968     GOOD             USGS
 GO0242
 GO0242                          STATION DESCRIPTION
 GO0242
 GO0242'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0242'LOCATED ABOUT 5 MI SW. OF ROCK POINT TRADING POST, 5 MI SSW. OF
 GO0242'SETSILTSO SPRINGS.  ON CONSPICUOUS FLAT-TOPPED ISOLATED BARE BUTTE
 GO0242'235 FT FROM NORTHNORTHWEST END OF BUTTE, 85 FT SSE. OF SADDLE AND
 GO0242'100 FT N. OF SOUTH BREAK.
 GO0242'
 GO0242'TO REACH FROM ROCK POINT TRADING POST, DRIVE 0.6 MI NNW. TO
 GO0242'X-RDS.  CONTINUE 0.2 MI N. TO FORKS.  TURN LEFT 0.2 MI NW. TO FORD
 GO0242'ON LUKACHUKAI RIVER, CROSS FORD 0.5 MI W. TO T-RD.  TURN RIGHT
 GO0242'0.4 MI NW. TO FORKS.  KEEP TO RIGHT 0.3 MI NW.  TURN LEFT 6.4 MI
 GO0242'W. UPGRADE.  TURN LEFT 2.9 MI S. ALONG TRACK RD.  TURN RIGHT AT
 GO0242'X-RDS. 0.6 MI SW.  LEAVE RD. SSW. 1.3 MI ASCENDING MESA TO
 GO0242'HIGHEST TOP IN VICINITY AND STATION.
 GO0242'
 GO0242'STATION MARK--STANDARD TABLET STAMPED---BRINDLE 1949---, CEMENTED
 GO0242'IN ROCK 1.4 FT BELOW SURFACE.
 GO0242'
 GO0242'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GO0242'
 GO0242'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GO0242
 GO0242                          STATION RECOVERY (1968)
 GO0242
 GO0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0242'RECOVERED AS DESCRIBED BY USGS IN 1949.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0192 ***********************************************************************
 GQ0192  DESIGNATION -  BROAD
 GQ0192  PID         -  GQ0192
 GQ0192  STATE/COUNTY-  AZ/MOHAVE
 GQ0192  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0192
 GQ0192                         *CURRENT SURVEY CONTROL
 GQ0192  ___________________________________________________________________
 GQ0192* NAD 83(1992)-  36 58 57.89066(N)    113 37 45.84276(W)     ADJUSTED  
 GQ0192* NAVD 88     -       861.274  (meters)    2825.70   (feet)  POSTED    
 GQ0192  ___________________________________________________________________
 GQ0192  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GQ0192  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GQ0192  DYNAMIC HT  -         860.390 (meters)    2822.80  (feet)  COMP
 GQ0192  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 GQ0192
 GQ0192  HORZ ORDER  -  SECOND
 GQ0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0192
 GQ0192.The horizontal coordinates were established by classical geodetic methods
 GQ0192.and adjusted by the National Geodetic Survey in November 1997.
 GQ0192
 GQ0192.The orthometric height was determined by differential leveling
 GQ0192.and adjusted by the  in 1992.
 GQ0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0192.rate of 0.0 thru 1.0 mm/km.
 GQ0192
 GQ0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0192
 GQ0192.The geoid height was determined by GEOID03.
 GQ0192
 GQ0192.The dynamic height is computed by dividing the NAVD 88
 GQ0192.geopotential number by the normal gravity value computed on the
 GQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0192.degrees latitude (g = 980.6199 gals.).
 GQ0192
 GQ0192.The modeled gravity was interpolated from observed gravity values.
 GQ0192
 GQ0192;                    North         East     Units Scale Factor Converg.
 GQ0192;SPC AZ W     -   663,584.558   224,096.451   MT  0.99993475   +0 04 21.2
 GQ0192;SPC AZ W     - 2,177,114.69    735,224.58   iFT  0.99993475   +0 04 21.2
 GQ0192;SPC UT S     - 3,037,238.550   310,422.882   MT  1.00004834   -1 18 16.8
 GQ0192;UTM  12      - 4,096,190.247   265,970.518   MT  1.00027477   -1 34 57.0
 GQ0192
 GQ0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0192!SPC AZ W     -   0.99986873  x   0.99993475  =   0.99980349
 GQ0192!SPC UT S     -   0.99986873  x   1.00004834  =   0.99991706
 GQ0192!UTM  12      -   0.99986873  x   1.00027477  =   1.00014346
 GQ0192
 GQ0192|---------------------------------------------------------------------|
 GQ0192| PID    Reference Object                     Distance      Geod. Az  |
 GQ0192|                                                           dddmmss.s |
 GQ0192| GQ0407 T41N R12W SECS 5 6 1/4 COR           56.284 METERS 08738     |
 GQ0192| GQ0190 BROAD RM 1                            9.766 METERS 20007     |
 GQ0192| GQ0406 JET                                 APPROX. 3.7 KM 2550157.0 |
 GQ0192|---------------------------------------------------------------------|
 GQ0192
 GQ0192                          SUPERSEDED SURVEY CONTROL
 GQ0192
 GQ0192  NAD 83(1992)-  36 58 57.88814(N)    113 37 45.84537(W) AD(       ) 2
 GQ0192  NAD 83(1986)-  36 58 57.88602(N)    113 37 45.84327(W) AD(       ) 2
 GQ0192  NAD 27      -  36 58 57.95300(N)    113 37 42.99010(W) AD(       ) 2
 GQ0192  NGVD 29 (??/??/92)  860.453  (m)         2823.00   (f) ADJ UNCH    2 0
 GQ0192
 GQ0192.Superseded values are not recommended for survey control.
 GQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0192.See file dsdata.txt to determine how the superseded data were derived.
 GQ0192
 GQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6597196190(NAD 83)
 GQ0192_MARKER: DS = TRIANGULATION STATION DISK
 GQ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0192_STAMPING: BROAD 1960
 GQ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0192+STABILITY: SURFACE MOTION
 GQ0192
 GQ0192  HISTORY     - Date     Condition        Report By
 GQ0192  HISTORY     - 1960     MONUMENTED       CGS
 GQ0192  HISTORY     - 1960     GOOD             CGS
 GQ0192  HISTORY     - 1962     GOOD             CGS
 GQ0192  HISTORY     - 1963     GOOD             USAF
 GQ0192  HISTORY     - 1971     GOOD             LAWPC
 GQ0192
 GQ0192                          STATION DESCRIPTION
 GQ0192
 GQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0192'THE STATION IS ABOUT 10 MILES SOUTH OF ST. GEORGE, UTAH
 GQ0192'AND ABOUT 1-1/2 MILES SOUTH OF ARIZONA-UTAH STATE LINE IN A
 GQ0192'BROAD VALLEY.
 GQ0192'
 GQ0192'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE,
 GQ0192'UTAH, GO EAST ON TABERNACLE STREET FOR 0.7 MILE TO 700 EAST
 GQ0192'STREET, TURN RIGHT AND GO SOUTH AND EAST ON THE MACADAM
 GQ0192'ROAD FOR 2.5 MILES TO THE END OF THE MACADAM.  CONTINUE ON
 GQ0192'THE GRAVELED ROAD FOR 1.0 MILE TO A Y FORK, TAKE RIGHT FORK
 GQ0192'AND GO SOUTHWEST FOR 0.6 MILE TO A BRIDGE AND THE START
 GQ0192'OF THE MACADAM.  CONTINUE SOUTHWEST ON THE MACADAM FOR 4.5
 GQ0192'MILES TO A CATTLE GUARD AND THE ARIZONA-UTAH STATE LINE.
 GQ0192'CROSS CATTLE GUARD AND CONTINUE ON GRADED ROAD FOR 0.5 MILE
 GQ0192'TO A FORK, KEEP RIGHT FORK AND CONTINUE SOUTHWEST ON THE
 GQ0192'BLADED ROAD FOR 2.6 MILES TO A GATE, PASS THRU GATE AND
 GQ0192'CONTINUE SOUTHWEST ON TRACK ROAD FOR 0.6 MILE TO A FORK,
 GQ0192'KEEP RIGHT FORK AND GO WEST AND NORTHWEST ON TRACK ROAD FOR
 GQ0192'1.15 MILES TO THE INTERSECTION OF 3 ROADS, CONTINUE
 GQ0192'STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 GQ0192'
 GQ0192'THE STATION MARK, STAMPED BROAD 1960, IS A STANDARD DISK
 GQ0192'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 GQ0192'2 INCHES.  IT IS 34 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 GQ0192'
 GQ0192'REFERENCE MARK NO. 1, STAMPED BROAD NO 1 1960, IS A STANDARD
 GQ0192'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 GQ0192'PROJECTS 2 INCHES.  IT IS 68 FEET SOUTH OF THE CENTER OF THE
 GQ0192'TRACK ROAD.
 GQ0192'
 GQ0192'A STANDARD GLO MARK WAS USED FOR R.M. 2.  IT IS BOLTED TO THE TOP
 GQ0192'OF A 1-1/2 INCH PIPE THAT PROJECTS 1 FOOT AND THE MARK IS
 GQ0192'STAMPED S6 S5 4 1921.
 GQ0192'
 GQ0192'TRIANGULATION STATION JIM MAY BE USED FOR THE AZIMUTH MARK.
 GQ0192'SEE DESCRIPTION THEREOF.
 GQ0192
 GQ0192                          STATION RECOVERY (1960)
 GQ0192
 GQ0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GQ0192'14.35 MI S FROM ST GEORGE, UT.
 GQ0192'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0192'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0192'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0192'Y-FORK, THENCE 3.2 MILES SOUTHWEST ON A GRAVEL ROAD TO A Y-FORK,
 GQ0192'THENCE 1.15 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0192'INTERSECTION OF 3 ROADS, CONTINUE STRAIGHT AHEAD ABOUT 0.1 MILE TO THE
 GQ0192'MARK, 34 FEET SOUTH OF THE CENTER OF A TRAIL ROAD, SET IN THE TOP OF A
 GQ0192'12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GQ0192
 GQ0192                          STATION RECOVERY (1962)
 GQ0192
 GQ0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0192'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GQ0192'FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO GLO (R.M. 2)
 GQ0192'CHECKED AND A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE.
 GQ0192'THE DISTANCE TO R.M. NO. 1 WAS CHECKED AND DIFFERENCE WAS
 GQ0192'FOUND IN THE DIRECTION.
 GQ0192'
 GQ0192'DUE TO CHANGES IN ROADS A NEW TO REACH THE STATION FOLLOWS.
 GQ0192'
 GQ0192'TO REACH THE STATION FROM THE POST OFFICE IN ST GEORGE, UTAH,
 GQ0192'GO WEST ON TABERNACLE STREET FOR 0.1 MILE, TURN LEFT, GO
 GQ0192'SOUTH ON MAIN STREET FOR 1.8 MILES TO A SIDE ROAD RIGHT
 GQ0192'AND END OF SURFACED ROAD, CONTINUE SOUTH FOR 0.05 MILE TO
 GQ0192'FORKS, KEEP RIGHT FORK AND CONTINUE SOUTH FOR 1.7 MILES
 GQ0192'TO CROSSROAD, TURN RIGHT, AND GO WEST THROUGH CUT IN NEW
 GQ0192'ROAD FOR 0.1 MILE TO A T ROAD, TURN LEFT AND FOLLOW THE
 GQ0192'MAIN ROAD SOUTHERLY FOR 2.9 MILES TO FORKS, KEEP LEFT,
 GQ0192'CONTINUE SOUTH FOR 0.25 MILE TO FORK, KEEP RIGHT FORK, GO 0.15
 GQ0192'MILE TO FORKS, KEEP LEFT FORK AND FOLLOW THE MAIN ROAD
 GQ0192'SOUTHERLY FOR 1.2 MILES TO FORKS, KEEP RIGHT FORK,
 GQ0192'CONTINUE SOUTHERLY FOR 0.25 MILE TO A GATE, PASS THROUGH
 GQ0192'GATE AND CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 1.95
 GQ0192'MILES TO A 6 WAY DIRT ROAD INTERSECTION, TURN SHARP
 GQ0192'RIGHT, GO BACK NORTHERLY FOR 0.1 MILE TO THE STATION ON
 GQ0192'THE LEFT.
 GQ0192'
 GQ0192'NOTE--THE GLO MARK IS STAMPED S6 S5 4 1921 INSTEAD OF 56
 GQ0192'55 4 1921.
 GQ0192'
 GQ0192'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GQ0192
 GQ0192                          STATION RECOVERY (1963)
 GQ0192
 GQ0192'RECOVERY NOTE BY US AIR FORCE 1963
 GQ0192'STATION HAS BEEN RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 GQ0192
 GQ0192                          STATION RECOVERY (1971)
 GQ0192
 GQ0192'RECOVERY NOTE BY LA WTR AND PWR COMM 1971
 GQ0192'BROAD 1960-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0190 ***********************************************************************
 GQ0190  DESIGNATION -  BROAD RM 1
 GQ0190  PID         -  GQ0190
 GQ0190  STATE/COUNTY-  AZ/MOHAVE
 GQ0190  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0190
 GQ0190                         *CURRENT SURVEY CONTROL
 GQ0190  ___________________________________________________________________
 GQ0190* NAD 83(1986)-  36 58 57.     (N)    113 37 45.     (W)     SCALED    
 GQ0190* NAVD 88     -       861.502  (meters)    2826.44   (feet)  POSTED    
 GQ0190  ___________________________________________________________________
 GQ0190  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GQ0190  DYNAMIC HT  -         860.620 (meters)    2823.55  (feet)  COMP
 GQ0190  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 GQ0190
 GQ0190  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0190
 GQ0190.The horizontal coordinates were scaled from a topographic map and have
 GQ0190.an estimated accuracy of +/- 6 seconds.
 GQ0190
 GQ0190.The orthometric height was determined by differential leveling
 GQ0190.and adjusted by the  in 1992.
 GQ0190.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0190.rate of 1.1 thru 2.0 mm/km.
 GQ0190
 GQ0190.The geoid height was determined by GEOID03.
 GQ0190
 GQ0190.The dynamic height is computed by dividing the NAVD 88
 GQ0190.geopotential number by the normal gravity value computed on the
 GQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0190.degrees latitude (g = 980.6199 gals.).
 GQ0190
 GQ0190.The modeled gravity was interpolated from observed gravity values.
 GQ0190
 GQ0190;                    North         East    Units  Estimated Accuracy
 GQ0190;SPC AZ W     -   663,560.      224,120.      MT  (+/- 180 meters Scaled)
 GQ0190
 GQ0190                          SUPERSEDED SURVEY CONTROL
 GQ0190
 GQ0190  NGVD 29 (??/??/92)  860.681  (m)         2823.75   (f) ADJ UNCH    2 0
 GQ0190
 GQ0190.Superseded values are not recommended for survey control.
 GQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0190.See file dsdata.txt to determine how the superseded data were derived.
 GQ0190
 GQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF659961(NAD 83)
 GQ0190_MARKER: DR = REFERENCE MARK DISK
 GQ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0190_STAMPING: BROAD NO 1 1960
 GQ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0190+STABILITY: SURFACE MOTION
 GQ0190
 GQ0190  HISTORY     - Date     Condition        Report By
 GQ0190  HISTORY     - 1960     MONUMENTED       CGS
 GQ0190
 GQ0190                          STATION DESCRIPTION
 GQ0190
 GQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0190'14.35 MI S FROM ST GEORGE, UT.
 GQ0190'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0190'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0190'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND A BLACKTOP ROAD
 GQ0190'TO A Y-FORK, THENCE 3.2 MILES SOUTHWEST ON A GRAVEL ROAD TO A Y-FORK,
 GQ0190'THENCE 1.15 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0190'INTERSECTION OF 3 ROADS, CONTINUE STRAIGHT AHEAD ABOUT 0.1 MILE TO THE
 GQ0190'MARK, 68 FEET SOUTH OF THE CENTER OF THE ROAD, AND SET IN THE TOP OF A
 GQ0190'12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2267 ***********************************************************************
 DU2267  DESIGNATION -  BROADWAY
 DU2267  PID         -  DU2267
 DU2267  STATE/COUNTY-  AZ/MARICOPA
 DU2267  USGS QUAD   -  TEMPE (1982)
 DU2267
 DU2267                         *CURRENT SURVEY CONTROL
 DU2267  ___________________________________________________________________
 DU2267* NAD 83(1992)-  33 24 24.41156(N)    111 58 02.30188(W)     ADJUSTED  
 DU2267* NAVD 88     -       414.8    (meters)    1361.     (feet)  VERTCON   
 DU2267  ___________________________________________________________________
 DU2267  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DU2267  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2267  HORZ ORDER  -  SECOND
 DU2267
 DU2267.The horizontal coordinates were established by classical geodetic methods
 DU2267.and adjusted by the National Geodetic Survey in August 1993.
 DU2267
 DU2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2267
 DU2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2267
 DU2267.The geoid height was determined by GEOID03.
 DU2267
 DU2267;                    North         East     Units Scale Factor Converg.
 DU2267;SPC AZ C     -   266,863.477   208,649.891   MT  0.99990027   -0 01 40.4
 DU2267;SPC AZ C     -   875,536.34    684,546.89   iFT  0.99990027   -0 01 40.4
 DU2267;UTM  12      - 3,696,802.259   410,053.531   MT  0.99969974   -0 31 57.4
 DU2267
 DU2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2267!SPC AZ C     -   0.99993955  x   0.99990027  =   0.99983983
 DU2267!UTM  12      -   0.99993955  x   0.99969974  =   0.99963931
 DU2267
 DU2267:                Primary Azimuth Mark                     Grid Az
 DU2267:SPC AZ C     -  PAPAGO                                   009 38 45.3
 DU2267:UTM  12      -  PAPAGO                                   010 09 02.3
 DU2267
 DU2267|---------------------------------------------------------------------|
 DU2267| PID    Reference Object                     Distance      Geod. Az  |
 DU2267|                                                           dddmmss.s |
 DU2267| DU2184 PAPAGO                              APPROX. 6.7 KM 0093704.9 |
 DU2267| CS4742 BROADWAY RM 1                         8.840 METERS 01354     |
 DU2267| CS4743 BROADWAY RM 2                         6.162 METERS 13521     |
 DU2267|---------------------------------------------------------------------|
 DU2267
 DU2267                          SUPERSEDED SURVEY CONTROL
 DU2267
 DU2267  NAD 83(1986)-  33 24 24.40559(N)    111 58 02.30685(W) AD(       ) 2
 DU2267  NGVD 29 (10/05/90)  414.1    (m)         1359.     (f) VERT ANG    3  
 DU2267
 DU2267.Superseded values are not recommended for survey control.
 DU2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2267.See file dsdata.txt to determine how the superseded data were derived.
 DU2267
 DU2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1005496802(NAD 83)
 DU2267_MARKER: DD = SURVEY DISK
 DU2267_SETTING: 66 = SET IN ROCK OUTCROP
 DU2267_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2267+STABILITY: POSITION/ELEVATION WELL
 DU2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2267+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DU2267
 DU2267  HISTORY     - Date     Condition        Report By
 DU2267  HISTORY     - 1984     MONUMENTED       AZDT
 DU2267  HISTORY     - 1989     GOOD             USPSQD
 DU2267  HISTORY     - 20080505 GOOD             GEOCAC
 DU2267
 DU2267                          STATION DESCRIPTION
 DU2267
 DU2267'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU2267'THE STATION IS LOCATED IN THE WESTERN PART OF TEMPE, ON TOP OF A
 DU2267'PROMINENT LANDMARK KNOWN AS BELL BUTTE.  IT IS ABOUT 1/4 MILE SOUTH OF
 DU2267'BROADWAY ROAD AND ABOUT 1/4 MILE EAST OF INTERSTATE HIGHWAY 10.  THE
 DU2267'STATION IS IN THE VICINITY OF FORMER STATION HUMM 2 WHICH WITH ITS
 DU2267'REFERENCE MARKS WAS COMPLETELY DESTROYED BY VANDALISM.
 DU2267'
 DU2267'THE STATION MARK IS AN AZDT DISK STAMPED---BROADWAY 1984---.  IT IS
 DU2267'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.
 DU2267'
 DU2267'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BROADWAY RM 1 1984---.  IT
 DU2267'IS SET IN A DRILL HOLE IN BEDROCK.
 DU2267'
 DU2267'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BROADWAY RM 2 1984---.  IT
 DU2267'IS SET IN A DRILL HOLE IN BEDROCK.
 DU2267'
 DU2267'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY ROAD AND 48TH
 DU2267'STREET IN TEMPE, TRAVEL EAST ALONG BROADWAY ROAD FOR 0.7 MILE TO A
 DU2267'GATE ON THE RIGHT.  PASS THROUGH GATE AND DRIVE TO THE CITY OF TEMPE
 DU2267'WATER TANK ON THE BUTTE.  PACK AROUND THE RIGHT OF THE WATER TANK AND
 DU2267'CLIMB STEPS TO THE HIGHEST POINT OF BUTTE AND STATION.  TO OBTAIN A
 DU2267'KEY TO THE GATES CALL 968 8262.
 DU2267
 DU2267                          STATION RECOVERY (1989)
 DU2267
 DU2267'RECOVERY NOTE BY US POWER SQUADRON 1989 (CS)
 DU2267'RECOVERED IN GOOD CONDITION.
 DU2267
 DU2267                          STATION RECOVERY (2008)
 DU2267
 DU2267'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1486 ***********************************************************************
 DU1486  DESIGNATION -  BROCK
 DU1486  PID         -  DU1486
 DU1486  STATE/COUNTY-  AZ/PINAL
 DU1486  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1486
 DU1486                         *CURRENT SURVEY CONTROL
 DU1486  ___________________________________________________________________
 DU1486* NAD 83(1992)-  33 23 11.44219(N)    111 31 06.19025(W)     ADJUSTED  
 DU1486* NAVD 88     -       512.434  (meters)    1681.21   (feet)  ADJUSTED  
 DU1486  ___________________________________________________________________
 DU1486  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DU1486  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1486  DYNAMIC HT  -         511.810 (meters)    1679.16  (feet)  COMP
 DU1486  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 DU1486
 DU1486  HORZ ORDER  -  SECOND
 DU1486  VERT ORDER  -  FIRST     CLASS I
 DU1486
 DU1486.The horizontal coordinates were established by classical geodetic methods
 DU1486.and adjusted by the National Geodetic Survey in August 1993.
 DU1486
 DU1486.The orthometric height was determined by differential leveling
 DU1486.and adjusted in November 1993.
 DU1486
 DU1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1486
 DU1486.The geoid height was determined by GEOID03.
 DU1486
 DU1486.The dynamic height is computed by dividing the NAVD 88
 DU1486.geopotential number by the normal gravity value computed on the
 DU1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1486.degrees latitude (g = 980.6199 gals.).
 DU1486
 DU1486.The modeled gravity was interpolated from observed gravity values.
 DU1486
 DU1486;                    North         East     Units Scale Factor Converg.
 DU1486;SPC AZ C     -   264,685.329   250,413.870   MT  0.99991692   +0 13 09.0
 DU1486;SPC AZ C     -   868,390.19    821,567.81   iFT  0.99991692   +0 13 09.0
 DU1486;UTM  12      - 3,694,257.024   451,786.506   MT  0.99962866   -0 17 07.0
 DU1486
 DU1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1486!SPC AZ C     -   0.99992416  x   0.99991692  =   0.99984108
 DU1486!UTM  12      -   0.99992416  x   0.99962866  =   0.99955285
 DU1486
 DU1486|---------------------------------------------------------------------|
 DU1486| PID    Reference Object                     Distance      Geod. Az  |
 DU1486|                                                           dddmmss.s |
 DU1486| DU1487 BROCK RM 1                           12.896 METERS 08949     |
 DU1486| DU2083 HILL                                APPROX. 6.6 KM 1254247.6 |
 DU1486| DU1485 BROCK RM 2                           12.344 METERS 26943     |
 DU1486|---------------------------------------------------------------------|
 DU1486
 DU1486                          SUPERSEDED SURVEY CONTROL
 DU1486
 DU1486  NAD 83(1986)-  33 23 11.43821(N)    111 31 06.19365(W) AD(       ) 2
 DU1486  NAD 27      -  33 23 11.25978(N)    111 31 03.71765(W) AD(       ) 2
 DU1486  NGVD 29 (??/??/92)  511.846  (m)         1679.28   (f) ADJ UNCH    1 1
 DU1486
 DU1486.Superseded values are not recommended for survey control.
 DU1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1486.See file dsdata.txt to determine how the superseded data were derived.
 DU1486
 DU1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5178794257(NAD 83)
 DU1486_MARKER: DD = SURVEY DISK
 DU1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1486_SP_SET: CONCRETE POST
 DU1486_STAMPING: BROCK P M GS
 DU1486_MARK LOGO: AZHD  
 DU1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1486+STABILITY: SURFACE MOTION
 DU1486
 DU1486  HISTORY     - Date     Condition        Report By
 DU1486  HISTORY     - 1974     MONUMENTED       AZDT
 DU1486  HISTORY     - 1975     GOOD             AZDT
 DU1486  HISTORY     - 1984     GOOD             AZDT
 DU1486
 DU1486                          STATION DESCRIPTION
 DU1486
 DU1486'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1486'THE STATION IS LOCATED 3.2 MILES EAST SOUTHEAST OF APACHE JCT. AND
 DU1486'18.6 MILES EAST SOUTHEAST OF MESA ON THE PROPOSED SUPERSTITION
 DU1486'FREEWAY AT STA. 1373 + 10.77.
 DU1486'
 DU1486'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BROCK P AND M
 DU1486'GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1486'FLUSH WITH THE GROUND.  THE STATION IS 2.4 FEET NORTH OF A
 DU1486'WITNESS POST.
 DU1486'
 DU1486'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1486'BROCK RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1486'PROJECTING ABOUT 2 INCHES ABOVE GROUND LEVEL.
 DU1486'
 DU1486'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1486'BROCK RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1486'PROJECTING ABOUT 3 INCHES ABOVE GROUND LEVEL.
 DU1486'
 DU1486'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1486'STATE ROUTE 88 IN APACHE JTC., TRAVEL SOUTHEAST ON U.S. 60, 80, AND
 DU1486'89 FOR 2.8 MILES TO GOLDFIELD RD.  TURN SOUTH ON GOLDFIELD RD. AND
 DU1486'TRAVEL 0.85 MILES, PASSING TRAILERS AND BUILDING ON RIGHT, TURN
 DU1486'RIGHT (WEST) ON MIDSECTION LINE TRAIL AND GO 0.4 MILES TO TRAIL
 DU1486'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD 200 FEET.  THE STATION IS
 DU1486'150 FEET NORTH MARKED WITH A WITNESS POST.
 DU1486'
 DU1486'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1486
 DU1486                          STATION RECOVERY (1975)
 DU1486
 DU1486'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1486'3.13 MI SE FROM PALM SPRINGS.
 DU1486'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1486'CENTER LINE, EAST ON THE CENTERLINE FOR ABOUT 0.5 MILES AND TO THE
 DU1486'STATION ON THE CENTERLINE.  3 FT. WEST OF A P AND M SURVEY SIGN. ON
 DU1486'THE HIGHWAY CENTERLINE.  SUPERSTITION FREEWAY CENTERLINE, SOUTH OF
 DU1486'APACHE JUNCTION.  THE STATION AN AHD ALUMINUM CAP, SET IN A 12 IN.
 DU1486'CYLINDRICAL CONCRETE POST, FLUSH WITH THE GROUND.
 DU1486
 DU1486                          STATION RECOVERY (1984)
 DU1486
 DU1486'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1486'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1486'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1486'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 9.01 KM.  (5.6 MI.)
 DU1486'TO THE STATION, 0.97 KM.  (0.6 MI.) EAST OF THE INTERSECTION OF SOUTH
 DU1486'TOMAHAWK DRIVE AND STATE ROUTE 360 CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1487 ***********************************************************************
 DU1487  DESIGNATION -  BROCK RM 1
 DU1487  PID         -  DU1487
 DU1487  STATE/COUNTY-  AZ/PINAL
 DU1487  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1487
 DU1487                         *CURRENT SURVEY CONTROL
 DU1487  ___________________________________________________________________
 DU1487* NAD 83(1986)-  33 23 12.     (N)    111 31 02.     (W)     SCALED    
 DU1487* NAVD 88     -       512.644  (meters)    1681.90   (feet)  ADJUSTED  
 DU1487  ___________________________________________________________________
 DU1487  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1487  DYNAMIC HT  -         512.020 (meters)    1679.85  (feet)  COMP
 DU1487  MODELED GRAV-     979,404.3   (mgal)                       NAVD 88
 DU1487
 DU1487  VERT ORDER  -  FIRST     CLASS I
 DU1487
 DU1487.The horizontal coordinates were scaled from a topographic map and have
 DU1487.an estimated accuracy of +/- 6 seconds.
 DU1487
 DU1487.The orthometric height was determined by differential leveling
 DU1487.and adjusted in November 1993.
 DU1487
 DU1487.The geoid height was determined by GEOID03.
 DU1487
 DU1487.The dynamic height is computed by dividing the NAVD 88
 DU1487.geopotential number by the normal gravity value computed on the
 DU1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1487.degrees latitude (g = 980.6199 gals.).
 DU1487
 DU1487.The modeled gravity was interpolated from observed gravity values.
 DU1487
 DU1487;                    North         East    Units  Estimated Accuracy
 DU1487;SPC AZ C     -   264,700.      250,520.      MT  (+/- 180 meters Scaled)
 DU1487
 DU1487                          SUPERSEDED SURVEY CONTROL
 DU1487
 DU1487  NGVD 29 (??/??/92)  512.055  (m)         1679.97   (f) ADJ UNCH    1 1
 DU1487
 DU1487.Superseded values are not recommended for survey control.
 DU1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1487.See file dsdata.txt to determine how the superseded data were derived.
 DU1487
 DU1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518942(NAD 83)
 DU1487_MARKER: DD = SURVEY DISK
 DU1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1487_STAMPING: BROCK RM 1
 DU1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1487+STABILITY: SURFACE MOTION
 DU1487
 DU1487  HISTORY     - Date     Condition        Report By
 DU1487  HISTORY     - 1974     MONUMENTED       AZDT
 DU1487  HISTORY     - 1975     GOOD             AZDT
 DU1487  HISTORY     - 1975     GOOD             AZDT
 DU1487  HISTORY     - 1984     GOOD             AZDT
 DU1487
 DU1487                          STATION DESCRIPTION
 DU1487
 DU1487'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1487'3.13 MI SE FROM PALM SPRINGS.
 DU1487'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1487'CENTERLINE, EAST ON THE CENTERLINE FOR ABOUT 0.5 MILES AND TO THE
 DU1487'STATION ON THE CENTERLINE.  ON THE FREEWAY CENTERLINE.  ABOUT 42 FT.
 DU1487'EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN.  SUPERSTITION
 DU1487'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1487'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1487
 DU1487                          STATION RECOVERY (1975)
 DU1487
 DU1487'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1487'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1487'CENTERLINE, EAST ON THE CENTERLINE FOR ABOUT 0.5 MILES AND TO THE
 DU1487'STATION ON THE CENTERLINE.  ON THE FREEWAY CENTERLINE.  ABOUT 42 FT.
 DU1487'EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN.  SUPERSTITION
 DU1487'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1487'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1487
 DU1487                          STATION RECOVERY (1984)
 DU1487
 DU1487'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1485 ***********************************************************************
 DU1485  DESIGNATION -  BROCK RM 2
 DU1485  PID         -  DU1485
 DU1485  STATE/COUNTY-  AZ/PINAL
 DU1485  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1485
 DU1485                         *CURRENT SURVEY CONTROL
 DU1485  ___________________________________________________________________
 DU1485* NAD 83(1986)-  33 23 12.     (N)    111 31 02.     (W)     SCALED    
 DU1485* NAVD 88     -       512.210  (meters)    1680.48   (feet)  ADJUSTED  
 DU1485  ___________________________________________________________________
 DU1485  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1485  DYNAMIC HT  -         511.586 (meters)    1678.43  (feet)  COMP
 DU1485  MODELED GRAV-     979,404.3   (mgal)                       NAVD 88
 DU1485
 DU1485  VERT ORDER  -  FIRST     CLASS I
 DU1485
 DU1485.The horizontal coordinates were scaled from a topographic map and have
 DU1485.an estimated accuracy of +/- 6 seconds.
 DU1485
 DU1485.The orthometric height was determined by differential leveling
 DU1485.and adjusted in November 1993.
 DU1485
 DU1485.The geoid height was determined by GEOID03.
 DU1485
 DU1485.The dynamic height is computed by dividing the NAVD 88
 DU1485.geopotential number by the normal gravity value computed on the
 DU1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1485.degrees latitude (g = 980.6199 gals.).
 DU1485
 DU1485.The modeled gravity was interpolated from observed gravity values.
 DU1485
 DU1485;                    North         East    Units  Estimated Accuracy
 DU1485;SPC AZ C     -   264,700.      250,520.      MT  (+/- 180 meters Scaled)
 DU1485
 DU1485                          SUPERSEDED SURVEY CONTROL
 DU1485
 DU1485  NGVD 29 (??/??/92)  511.621  (m)         1678.54   (f) ADJ UNCH    1 1
 DU1485
 DU1485.Superseded values are not recommended for survey control.
 DU1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1485.See file dsdata.txt to determine how the superseded data were derived.
 DU1485
 DU1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518942(NAD 83)
 DU1485_MARKER: DB = BENCH MARK DISK
 DU1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1485_STAMPING: BROCK RM 2
 DU1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1485+STABILITY: SURFACE MOTION
 DU1485
 DU1485  HISTORY     - Date     Condition        Report By
 DU1485  HISTORY     - 1974     MONUMENTED       AZDT
 DU1485  HISTORY     - 1975     GOOD             AZDT
 DU1485  HISTORY     - 1975     GOOD             AZDT
 DU1485  HISTORY     - 1984     GOOD             AZDT
 DU1485
 DU1485                          STATION DESCRIPTION
 DU1485
 DU1485'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1485'3.13 MI SE FROM PALM SPRINGS.
 DU1485'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1485'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR ABOUT 0.5 MILES AND TO
 DU1485'THE STATION ON THE FREEWAY CENTERLINE.  ABOUT 42 FT. WEST OF THE MAIN
 DU1485'STATION AND A P AND M SIGN.  ON THE FREEWAY CENTERLINE.  SUPERSTITION
 DU1485'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  THE STATION IS A 12 IN.
 DU1485'CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1485
 DU1485                          STATION RECOVERY (1975)
 DU1485
 DU1485'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1485'FROM THE INTERSECTION OF TOMAHAWK ROAD AND THE SUPERSTITION FREEWAY
 DU1485'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR ABOUT 0.5 MILES AND TO
 DU1485'THE STATION ON THE FREEWAY CENTERLINE.  ABOUT 42 FT. WEST OF THE MAIN
 DU1485'STATION AND A P AND M SIGN.  ON THE FREEWAY CENTERLINE.  SUPERSTITION
 DU1485'FREEWAY CENTERLINE, SOUTH OF APACHE JUNCTION.  THE STATION IS A 12 IN.
 DU1485'CYLINDRICAL CONCRETE POST, UP 0.4 FT.
 DU1485
 DU1485                          STATION RECOVERY (1984)
 DU1485
 DU1485'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1947 ***********************************************************************
 DU1947  DESIGNATION -  BRONCO
 DU1947  PID         -  DU1947
 DU1947  STATE/COUNTY-  AZ/GRAHAM
 DU1947  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU1947
 DU1947                         *CURRENT SURVEY CONTROL
 DU1947  ___________________________________________________________________
 DU1947* NAD 83(1992)-  33 21 56.51543(N)    110 10 47.77214(W)     ADJUSTED  
 DU1947* NAVD 88     -      1784.7    (meters)    5855.     (feet)  VERTCON   
 DU1947  ___________________________________________________________________
 DU1947  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DU1947  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DU1947  HORZ ORDER  -  THIRD
 DU1947
 DU1947.The horizontal coordinates were established by classical geodetic methods
 DU1947.and adjusted by the National Geodetic Survey in August 1993.
 DU1947
 DU1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1947
 DU1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1947
 DU1947.The geoid height was determined by GEOID03.
 DU1947
 DU1947;                    North         East     Units Scale Factor Converg.
 DU1947;SPC AZ E     -   262,306.376   212,125.137   MT  0.99990002   -0 00 26.3
 DU1947;SPC AZ E     -   860,585.22    695,948.61   iFT  0.99990002   -0 00 26.3
 DU1947;UTM  12      - 3,692,129.814   576,290.341   MT  0.99967176   +0 27 03.7
 DU1947
 DU1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1947!SPC AZ E     -   0.99972400  x   0.99990002  =   0.99962405
 DU1947!UTM  12      -   0.99972400  x   0.99967176  =   0.99939585
 DU1947
 DU1947|---------------------------------------------------------------------|
 DU1947| PID    Reference Object                     Distance      Geod. Az  |
 DU1947|                                                           dddmmss.s |
 DU1947| DU1948 BRONCO                                4.115 METERS 01327     |
 DU1947| DU1946 BRONCO RM                             3.034 METERS 26737     |
 DU1947| CD1685 BRONCO AZ MK                                       3175907.5 |
 DU1947|---------------------------------------------------------------------|
 DU1947
 DU1947                          SUPERSEDED SURVEY CONTROL
 DU1947
 DU1947  NAD 83(1986)-  33 21 56.51167(N)    110 10 47.77370(W) AD(       ) 3
 DU1947  NAD 27      -  33 21 56.30470(N)    110 10 45.42810(W) AD(       ) 3
 DU1947  NGVD 29 (07/19/86) 1784.0    (m)         5853.     (f) VERT ANG    3  
 DU1947
 DU1947.Superseded values are not recommended for survey control.
 DU1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1947.See file dsdata.txt to determine how the superseded data were derived.
 DU1947
 DU1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7629092130(NAD 83)
 DU1947_MARKER: DS = TRIANGULATION STATION DISK
 DU1947_SETTING: 80 = SET IN A BOULDER
 DU1947_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1947
 DU1947  HISTORY     - Date     Condition        Report By
 DU1947  HISTORY     - 1960     MONUMENTED       CGS
 DU1947  HISTORY     - 1967     GOOD             AMS
 DU1947
 DU1947                          STATION DESCRIPTION
 DU1947
 DU1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1947'THE STATION IS LOCATED ON THE SOUTH HILL OF TWO HILLS THAT ARE
 DU1947'ABOUT EQUAL IN SIZE, ABOUT 16 MILES EAST OF SAN CARLOS, AND
 DU1947'8 MILES WEST OF THE ASH CREEK RANCH.
 DU1947'
 DU1947'TO REACH THE STATION FROM THE POST OFFICE IN SAN CARLOS, GO
 DU1947'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DU1947'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DU1947'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED ROAD
 DU1947'7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DU1947'MILES TO A Y-FORK AND SIGN POINT OF PINES CAMP.  THIS IS THE END
 DU1947'OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF THE FIRST HILL AND
 DU1947'THE AZIMUTH MARK.  CONTINUE SOUTH, ACROSS SMALL SADDLE, TO THE
 DU1947'HIGHEST POINT OF THE SECOND HILL AND THE STATION.  THIS IS AN
 DU1947'HOUR PACK.
 DU1947'
 DU1947'THE STATION MARK, STAMPED BRONCO 1960, IS A STANDARD DISK
 DU1947'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-1/2
 DU1947'FEET.  IT IS 33 FEET NORTHWEST OF A CAIRN.
 DU1947'
 DU1947'REFERENCE MARK NO. 1, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1947'HIGHWAY DEPARTMENT TRIANGULATION STATION DISK CEMENTED IN A
 DU1947'DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
 DU1947'
 DU1947'REFERENCE MARK NO. 2, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1947'HIGHWAY DEPARTMENT REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 DU1947'IN A BOULDER THAT PROJECTS 2 FEET.
 DU1947'
 DU1947'THE AZIMUTH MARK, STAMPED BRONCO 1960, IS A STANDARD DISK
 DU1947'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 DU1947'IT IS 23 FEET NORTHEAST OF A LARGE CAIRN AND 4 FEET WEST OF A
 DU1947'SMALL CAIRN.
 DU1947
 DU1947                          STATION RECOVERY (1967)
 DU1947
 DU1947'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1947'STATION BRONCO IS LOCATED APPROXIMATELY 15.6 AIRMILES (E) OF
 DU1947'SAN CARLOS, ARIZONA AND 13.0 AIRMILES (N) OF CALVA, ARIZONA.
 DU1947'
 DU1947'TO REACH FROM INTERSECTION OF HWYS U.S. 70 AND ARIZONA 170 AT
 DU1947'PERIDOT ARIZONA GO (E) ON U.S. 70 5.1 MI TO A DIRT ROAD LEFT
 DU1947'(N), TURN LEFT AND GO 14.6 MI TO A CROSSROAD (WARM SPRINGS JCT),
 DU1947'TURN RIGHT (S) AND GO 1.5 MI TO A T INTERSECTION AND SIGN
 DU1947'REGISTERED HERD 19, POINT OF PINES 59, POINT OF PINES 66, SAN
 DU1947'CARLOS 20.  AT THIS T INTERSECTION LEAVE THE ROAD AND DRIVE (SE)
 DU1947'UP A RIDGE ABOUT 0.2 MI TO ROCK RIM AND END OF TRUCK TRAVEL,
 DU1947'PACK (ESE) UP RIDGE TO HIGHEST POINT VISIBLE AND AZ MK.  FROM
 DU1947'THE AZ MK PACK (SE) ACROSS SADDLE TO HIGHEST POINT AND STATION.
 DU1947'A 1-1/2 HOUR PACK.
 DU1947'
 DU1947'STATION MARK IS A STANDARD USC AND GS BRONZE DISK STAMPED
 DU1947'BRONCO 1960 CEMENTED IN A BOULDER WHICH PROJECTS 1-1/2 FT.
 DU1947'
 DU1947'R.M. 1 (USC AND GS 1960) IS A ARIZONA HIGHWAY DEPT TRIANGULATION
 DU1947'STATION DISK CEMENTED IN ROCK FLUSH WITH THE GROUND AND STAMPED
 DU1947'BRONCO 1957.  FROM STATION BRONCO USC AND GS 1960 IT IS (N) ON
 DU1947'A MAG AZ OF 05 DEG AT A DISTANCE OF 4.12 M AND A DE OF 0.10 M.
 DU1947'THIS IS STATION BRONCO AHD 1957.
 DU1947'
 DU1947'R.M. 2 (AHD, 1957) IS A ARIZONA HWY DEPT R.M. DISK CEMENTED
 DU1947'IN ROCK AND STAMPED BRONCO 1957.  FROM STATION BRONCO USC AND GS
 DU1947'1960 IT IS (NE) ON A MAG AZ OF 65 DEG AT A DISTANCE OF 4.11 M
 DU1947'AND A DE OF -0.76 M.
 DU1947'
 DU1947'R.M. 2 (USC AND GS 1960) IS A ARIZONA HWY DEPT R.M. DISK CEMENTED
 DU1947'IN A BOULDER PROJECTING 2.0 FT AND STAMPED BRONCO 1957.  FROM
 DU1947'STATION BRONCO USC AND GS 1960 IT IS (WSW) ON A MAG AZ OF 255 DEG
 DU1947'AT A DISTANCE OF 3.03 M AND A DE OF -0.36 M.  THIS IS ALSO
 DU1947'R.M. 1 OF BRONCO AHD 1957.
 DU1947'
 DU1947'THE AZ MK IS A STANDARD USC AND GS AZ MK BRONZE DISK STAMPED
 DU1947'BRONCO 1960 SET IN THE TOP OF A BOULDER AND PROJECTS 1.0 FT.
 DU1947'IT IS 23 FT (NE) OF A LARGE ROCK CAIRN AND 4 FT (W) OF A SMALL
 DU1947'CAIRN.
 DU1947'
 DU1947'CONDITION OF ALL MARKS IS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1948 ***********************************************************************
 DU1948  DESIGNATION -  BRONCO
 DU1948  PID         -  DU1948
 DU1948  STATE/COUNTY-  AZ/GRAHAM
 DU1948  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU1948
 DU1948                         *CURRENT SURVEY CONTROL
 DU1948  ___________________________________________________________________
 DU1948* NAD 83(1992)-  33 21 56.64533(N)    110 10 47.73511(W)     ADJUSTED  
 DU1948* NAVD 88     -      1785.     (meters)    5856.     (feet)  SCALED    
 DU1948  ___________________________________________________________________
 DU1948  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DU1948  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DU1948  HORZ ORDER  -  SECOND
 DU1948
 DU1948.The horizontal coordinates were established by classical geodetic methods
 DU1948.and adjusted by the National Geodetic Survey in August 1993.
 DU1948
 DU1948.The orthometric height was scaled from a topographic map.
 DU1948
 DU1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1948
 DU1948.The geoid height was determined by GEOID03.
 DU1948
 DU1948;                    North         East     Units Scale Factor Converg.
 DU1948;SPC AZ E     -   262,310.378   212,126.095   MT  0.99990002   -0 00 26.3
 DU1948;SPC AZ E     -   860,598.35    695,951.76   iFT  0.99990002   -0 00 26.3
 DU1948;UTM  12      - 3,692,133.822   576,291.266   MT  0.99967176   +0 27 03.8
 DU1948
 DU1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1948!SPC AZ E     -   0.99972400  x   0.99990002  =   0.99962405
 DU1948!UTM  12      -   0.99972400  x   0.99967176  =   0.99939585
 DU1948
 DU1948                          SUPERSEDED SURVEY CONTROL
 DU1948
 DU1948  NAD 83(1986)-  33 21 56.64158(N)    110 10 47.73668(W) AD(       ) 2
 DU1948  NAD 27      -  33 21 56.43460(N)    110 10 45.39110(W) AD(       ) 2
 DU1948
 DU1948.Superseded values are not recommended for survey control.
 DU1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1948.See file dsdata.txt to determine how the superseded data were derived.
 DU1948
 DU1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7629192134(NAD 83)
 DU1948_MARKER: DD = SURVEY DISK
 DU1948_SETTING: 80 = SET IN A BOULDER
 DU1948_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1948+STABILITY: SURFACE MOTION
 DU1948
 DU1948  HISTORY     - Date     Condition        Report By
 DU1948  HISTORY     - 1960     MONUMENTED       AZHD
 DU1948
 DU1948                          STATION DESCRIPTION
 DU1948
 DU1948'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DU1948'TO REACH STATION BRONCO FROM THE POST OFFICE IN SAN CARLOS, GO
 DU1948'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DU1948'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DU1948'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED ROAD
 DU1948'7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DU1948'MILES TO A Y-FORK AND SIGN POINT OF PINES CAMP.  THIS IS THE END
 DU1948'OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF THE FIRST HILL AND
 DU1948'BRONCO AZIMUTH MARK.  CONTINUE SOUTH, ACROSS SMALL SADDLE, TO THE
 DU1948'HIGHEST POINT OF THE SECOND HILL AND STATION BRONCO.  THIS IS AN
 DU1948'HOUR PACK.
 DU1948'
 DU1948'REFERENCE MARK NO. 1, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1948'HIGHWAY DEPARTMENT TRIANGULATION STATION DISK CEMENTED IN A
 DU1948'DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1946 ***********************************************************************
 DU1946  DESIGNATION -  BRONCO RM
 DU1946  PID         -  DU1946
 DU1946  STATE/COUNTY-  AZ/GRAHAM
 DU1946  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU1946
 DU1946                         *CURRENT SURVEY CONTROL
 DU1946  ___________________________________________________________________
 DU1946* NAD 83(1992)-  33 21 56.51133(N)    110 10 47.88939(W)     ADJUSTED  
 DU1946* NAVD 88     -      1785.     (meters)    5856.     (feet)  SCALED    
 DU1946  ___________________________________________________________________
 DU1946  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DU1946  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DU1946  HORZ ORDER  -  SECOND
 DU1946
 DU1946.The horizontal coordinates were established by classical geodetic methods
 DU1946.and adjusted by the National Geodetic Survey in August 1993.
 DU1946
 DU1946.The orthometric height was scaled from a topographic map.
 DU1946
 DU1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1946
 DU1946.The geoid height was determined by GEOID03.
 DU1946
 DU1946;                    North         East     Units Scale Factor Converg.
 DU1946;SPC AZ E     -   262,306.250   212,122.106   MT  0.99990002   -0 00 26.3
 DU1946;SPC AZ E     -   860,584.81    695,938.67   iFT  0.99990002   -0 00 26.3
 DU1946;UTM  12      - 3,692,129.664   576,287.312   MT  0.99967175   +0 27 03.7
 DU1946
 DU1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1946!SPC AZ E     -   0.99972400  x   0.99990002  =   0.99962405
 DU1946!UTM  12      -   0.99972400  x   0.99967175  =   0.99939584
 DU1946
 DU1946                          SUPERSEDED SURVEY CONTROL
 DU1946
 DU1946  NAD 83(1986)-  33 21 56.50758(N)    110 10 47.89096(W) AD(       ) 2
 DU1946  NAD 27      -  33 21 56.30060(N)    110 10 45.54530(W) AD(       ) 2
 DU1946
 DU1946.Superseded values are not recommended for survey control.
 DU1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1946.See file dsdata.txt to determine how the superseded data were derived.
 DU1946
 DU1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7628792130(NAD 83)
 DU1946_MARKER: DR = REFERENCE MARK DISK
 DU1946_SETTING: 80 = SET IN A BOULDER
 DU1946_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1946+STABILITY: SURFACE MOTION
 DU1946
 DU1946  HISTORY     - Date     Condition        Report By
 DU1946  HISTORY     - 1960     MONUMENTED       AZHD
 DU1946
 DU1946                          STATION DESCRIPTION
 DU1946
 DU1946'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DU1946'TO REACH STATION BRONCO FROM THE POST OFFICE IN SAN CARLOS, GO
 DU1946'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DU1946'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DU1946'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED ROAD
 DU1946'7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DU1946'MILES TO A Y-FORK AND SIGN POINT OF PINES CAMP.  THIS IS THE END
 DU1946'OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF THE FIRST HILL AND
 DU1946'BRONCO AZIMUTH MARK.  CONTINUE SOUTH, ACROSS SMALL SADDLE, TO THE
 DU1946'HIGHEST POINT OF THE SECOND HILL AND STATION BRONCO.  THIS IS AN
 DU1946'HOUR PACK.
 DU1946'
 DU1946'REFERENCE MARK NO. 2, STAMPED BRONCO 1957, IS AN ARIZONA
 DU1946'HIGHWAY DEPARTMENT REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 DU1946'IN A BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0892 ***********************************************************************
 ES0892  DESIGNATION -  BROOK
 ES0892  PID         -  ES0892
 ES0892  STATE/COUNTY-  AZ/NAVAJO
 ES0892  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0892
 ES0892                         *CURRENT SURVEY CONTROL
 ES0892  ___________________________________________________________________
 ES0892* NAD 83(1992)-  34 21 00.74117(N)    110 42 12.87317(W)     ADJUSTED  
 ES0892* NAVD 88     -      2207.8    (meters)    7243.     (feet)  VERTCON   
 ES0892  ___________________________________________________________________
 ES0892  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ES0892  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0892  HORZ ORDER  -  SECOND
 ES0892
 ES0892.The horizontal coordinates were established by classical geodetic methods
 ES0892.and adjusted by the National Geodetic Survey in August 1993.
 ES0892
 ES0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0892
 ES0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0892
 ES0892.The geoid height was determined by GEOID03.
 ES0892
 ES0892;                    North         East     Units Scale Factor Converg.
 ES0892;SPC AZ E     -   371,627.332   163,966.914   MT  0.99993006   -0 18 10.6
 ES0892;SPC AZ E     - 1,219,249.78    537,949.19   iFT  0.99993006   -0 18 10.6
 ES0892;SPC AZ C     -   372,163.429   324,961.020   MT  1.00005347   +0 41 04.4
 ES0892;SPC AZ C     - 1,221,008.63  1,066,145.08   iFT  1.00005347   +0 41 04.4
 ES0892;UTM  12      - 3,801,027.011   527,261.321   MT  0.99960916   +0 10 02.1
 ES0892
 ES0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0892!SPC AZ E     -   0.99965729  x   0.99993006  =   0.99958738
 ES0892!SPC AZ C     -   0.99965729  x   1.00005347  =   0.99971075
 ES0892!UTM  12      -   0.99965729  x   0.99960916  =   0.99926659
 ES0892
 ES0892:                Primary Azimuth Mark                     Grid Az
 ES0892:SPC AZ E     -  BANK                                     055 22 15.8
 ES0892:SPC AZ C     -  BANK                                     054 23 00.8
 ES0892:UTM  12      -  BANK                                     054 54 03.1
 ES0892
 ES0892|---------------------------------------------------------------------|
 ES0892| PID    Reference Object                     Distance      Geod. Az  |
 ES0892|                                                           dddmmss.s |
 ES0892| ES0888 BANK                                APPROX. 0.5 KM 0550405.2 |
 ES0892|---------------------------------------------------------------------|
 ES0892
 ES0892                          SUPERSEDED SURVEY CONTROL
 ES0892
 ES0892  NAD 83(1986)-  34 21 00.73515(N)    110 42 12.87800(W) AD(       ) 2
 ES0892  NGVD 29 (08/03/87) 2206.7    (m)         7240.     (f) VERT ANG    3  
 ES0892
 ES0892.Superseded values are not recommended for survey control.
 ES0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0892.See file dsdata.txt to determine how the superseded data were derived.
 ES0892
 ES0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2726101027(NAD 83)
 ES0892_MARKER: DS = TRIANGULATION STATION DISK
 ES0892_SETTING: 66 = SET IN ROCK OUTCROP
 ES0892_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0892+STABILITY: POSITION/ELEVATION WELL
 ES0892
 ES0892  HISTORY     - Date     Condition        Report By
 ES0892  HISTORY     - 1984     MONUMENTED       AZDT
 ES0892  HISTORY     - 19971011 GOOD             USPSQD
 ES0892
 ES0892                          STATION DESCRIPTION
 ES0892
 ES0892'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0892'THE STATION IS LOCATED 8-1/2 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0892'SIDE OF STATE ROUTE 260.
 ES0892'
 ES0892'THE STATION MARK IS AN AZDT DISK STAMPED---BROOK 1984---.  IT IS SET
 ES0892'IN TOP OF A LARGE SANDSTONE BOULDER 50 FEET SOUTHEAST OF THE RIGHT OF
 ES0892'WAY FENCE, 42-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 ES0892'4 FEET NORTHWEST OF THE WITNESS POST.
 ES0892'
 ES0892'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0892'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 9.6 MILES TO
 ES0892'MILEPOST 294.3 AND THE STATION ON THE RIGHT.
 ES0892
 ES0892                          STATION RECOVERY (1997)
 ES0892
 ES0892'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0282 ***********************************************************************
 GQ0282  DESIGNATION -  BROW
 GQ0282  PID         -  GQ0282
 GQ0282  STATE/COUNTY-  AZ/COCONINO
 GQ0282  USGS QUAD   -  SOWATS SPRING (1988)
 GQ0282
 GQ0282                         *CURRENT SURVEY CONTROL
 GQ0282  ___________________________________________________________________
 GQ0282* NAD 83(1992)-  36 35 27.12388(N)    112 23 52.95485(W)     ADJUSTED  
 GQ0282* NAVD 88     -      2235.8    (meters)    7335.     (feet)  VERTCON   
 GQ0282  ___________________________________________________________________
 GQ0282  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 GQ0282  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GQ0282  HORZ ORDER  -  SECOND
 GQ0282
 GQ0282.The horizontal coordinates were established by classical geodetic methods
 GQ0282.and adjusted by the National Geodetic Survey in August 1993.
 GQ0282
 GQ0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0282
 GQ0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0282
 GQ0282.The geoid height was determined by GEOID03.
 GQ0282
 GQ0282;                    North         East     Units Scale Factor Converg.
 GQ0282;SPC AZ C     -   620,179.530   170,287.569   MT  0.99992285   -0 17 13.0
 GQ0282;SPC AZ C     - 2,034,709.74    558,686.25   iFT  0.99992285   -0 17 13.0
 GQ0282;UTM  12      - 4,050,397.165   374,940.714   MT  0.99979269   -0 50 00.5
 GQ0282
 GQ0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0282!SPC AZ C     -   0.99965267  x   0.99992285  =   0.99957555
 GQ0282!UTM  12      -   0.99965267  x   0.99979269  =   0.99944543
 GQ0282
 GQ0282|---------------------------------------------------------------------|
 GQ0282| PID    Reference Object                     Distance      Geod. Az  |
 GQ0282|                                                           dddmmss.s |
 GQ0282| CH2799 BROW RM 1                             6.894 METERS 09911     |
 GQ0282| GQ0304 MILLET                              APPROX.17.8 KM 1910755.7 |
 GQ0282| CH2800 BROW RM 2                             3.868 METERS 19156     |
 GQ0282|---------------------------------------------------------------------|
 GQ0282
 GQ0282                          SUPERSEDED SURVEY CONTROL
 GQ0282
 GQ0282  NAD 83(1986)-  36 35 27.11604(N)    112 23 52.94916(W) AD(       ) 2
 GQ0282  NAD 27      -  36 35 27.15500(N)    112 23 50.30300(W) AD(       ) 2
 GQ0282  NGVD 29 (07/19/86) 2234.7    (m)         7332.     (f) VERT ANG    3  
 GQ0282
 GQ0282.Superseded values are not recommended for survey control.
 GQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0282.See file dsdata.txt to determine how the superseded data were derived.
 GQ0282
 GQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7494150397(NAD 83)
 GQ0282_MARKER: DS = TRIANGULATION STATION DISK
 GQ0282_SETTING: 0 = UNSPECIFIED SETTING
 GQ0282
 GQ0282  HISTORY     - Date     Condition        Report By
 GQ0282  HISTORY     - 1953     MONUMENTED       CGS
 GQ0282  HISTORY     - 1972     GOOD             AZHD
 GQ0282  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 GQ0282
 GQ0282                          STATION DESCRIPTION
 GQ0282
 GQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0282'THE STATION IS ABOUT 25 MILES SOUTH-SOUTHEAST OF FREDONIA, 4
 GQ0282'MILES NORTH OF THE HUNTING CAMP AT PINE FLAT AND 3 MILES
 GQ0282'WEST OF BIG SPRINGS RANGER STATION.  IT IS ON THE NORTH
 GQ0282'END OF A PINYON-COVERED SUMMIT THAT LIES BETWEEN THE FORKS OF
 GQ0282'A ROAD LEADING EAST TO BIG SPRINGS AND A ROAD LEADING NORTH
 GQ0282'TO RYAN.  THIS SUMMIT LIES AT THE WEST EDGE OF THE KAIBAB
 GQ0282'PLATEAU AND OVERLOOKS ALL THE AREA TO THE WEST.
 GQ0282'
 GQ0282'THE STATION IS SUPPOSED TO BE AT THE SITE OF U.S. GEOLOGICAL
 GQ0282'SURVEY STATION BROW 2 AND ABOUT 300 FEET FROM POWELL STATION
 GQ0282'BROW.  THE STUMP OF THE SIGNAL TREE AND THE TWO REFERENCE
 GQ0282'TACKS OF THE U.S. GEOLOGICAL SURVEY WERE FOUND, BUT THE
 GQ0282'STATION MARK WAS NOT RECOVERED.
 GQ0282'
 GQ0282'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION
 GQ0282'STATION IN FREDONIA GO SOUTHEASTERLY ON U.S. HIGHWAY 89 FOR
 GQ0282'1.3 MILES TO THE RYAN-BIG SPRINGS ROAD ON THE RIGHT.  TURN
 GQ0282'RIGHT AND FOLLOW THE GRADED ROAD SOUTHEASTERLY FOR 21.2 MILES
 GQ0282'TO RYAN ON THE RIGHT.  CONTINUE SOUTHERLY ON THE ROAD TO BIG
 GQ0282'SPRINGS FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT AT SIGN,
 GQ0282'SLIDE.  TURN RIGHT, AS PER SIGN, AND GO 1.3 MILES TO A FORK.
 GQ0282'TAKE THE LEFT FORK, LEADING UP THE DRAW, AND CONTINUE FOR
 GQ0282'1.9 MILES TO A ROAD INTERSECTION.  KEEP THE LEFT FORK AND
 GQ0282'CONTINUE SOUTHERLY ON THE MAIN ROAD, TAKING ALL LEFT FORKS, FOR
 GQ0282'5.4 MILES TO ITS INTERSECTION WITH THE ROAD FROM BIG SPRINGS.
 GQ0282'TURN LEFT, EAST, AND CONTINUE ON THE ROAD LEADING TO BIG
 GQ0282'SPRINGS FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.  FROM THE
 GQ0282'END OF TRUCK TRAVEL PACK NORTH UP THE RIDGE FOR 0.5 MILE
 GQ0282'TO THE SUMMIT AND THEN CONTINUE NORTH ALONG THE SUMMIT FOR 0.2
 GQ0282'MILE TO THE NORTH END AND THE STATION.  A 4-WHEEL DRIVE
 GQ0282'VEHICLE CAN BE DRIVEN TO THE STATION.
 GQ0282'
 GQ0282'THE STATION MARK IS STAMPED BROW 1953.  IT IS A STANDARD DISK
 GQ0282'WELDED TO THE TOP OF A 2-INCH SOIL PIPE PROJECTING 1 FOOT
 GQ0282'ABOVE THE GROUND.
 GQ0282'
 GQ0282'REFERENCE MARK 1 IS STAMPED BROW NO 1 1953.  IT IS A STANDARD
 GQ0282'DISK WELDED TO THE TOP OF A 2-INCH SOIL PIPE PROJECTING 10
 GQ0282'INCHES ABOVE THE GROUND.  IT IS AT THE SAME ELEVATION AS THE
 GQ0282'STATION MARK.
 GQ0282'
 GQ0282'REFERENCE MARK 2 IS STAMPED BROW NO 2 1953.  IT IS A STANDARD
 GQ0282'DISK SET IN A BEDROCK OUTCROP PROJECTING 1 INCH ABOVE THE
 GQ0282'GROUND.  IT IS 1 FOOT LOWER THAN THE STATION MARK.
 GQ0282'
 GQ0282'THE STUMP OF THE U.S. GEOLOGICAL SURVEY SIGNAL TREE IS 4 FEET
 GQ0282'HIGH AND HAS TRIANGULAR BLAZES ON TWO SIDES OF IT.
 GQ0282'
 GQ0282'THE TWO U.S. GEOLOGICAL SURVEY REFERENCE TACKS ARE SET IN
 GQ0282'TRIANGULAR BLAZES IN PINYON TREES.  THE ONE TO THE NORTHWEST IS 2
 GQ0282'FEET ABOVE THE GROUND AND IN A 14-INCH TREE.  THE ONE TO THE
 GQ0282'EAST IS 3 FEET ABOVE THE GROUND AND IN A 10-INCH TREE.
 GQ0282'
 GQ0282'THE FINIAL OF THE BIG SPRINGS LOOKOUT TOWER SERVES AS THE
 GQ0282'AZIMUTH MARK FOR THE STATION.
 GQ0282
 GQ0282                          STATION RECOVERY (1972)
 GQ0282
 GQ0282'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0282'GENERAL LOCATION-ABOUT 25 MILES SSE OF FREDONIA AND ABOUT
 GQ0282'3 MILES W OF BIG SPRINGS RANGER STA. ON WEST EDGE OF KAIBAB
 GQ0282'PLATEAU
 GQ0282'
 GQ0282'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0282'
 GQ0282'STATION MARK-STD USC AND GS BC WELDED TO THE TOP OF A
 GQ0282'2 INCH SOIL PIPE STAMPED BROW 1953
 GQ0282'
 GQ0282'REFERENCE MARKS-NO 1 A USC AND GS BC WELDED TO THE TOP OF
 GQ0282'A 2 IN SOIL PIPE STAMPED BROW NO 1 1953 - NO 2 IS STD USC
 GQ0282'AND GS BC SET IN BEDROCK OUTCROP STAMPED BROW NO 2 1953 COND.
 GQ0282'GOOD
 GQ0282'
 GQ0282'AZIMUTH MARK-NOT OBSERVED
 GQ0282
 GQ0282                          STATION RECOVERY (1996)
 GQ0282
 GQ0282'RECOVERY NOTE BY US POWER SQUADRON 1996
 GQ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0241 ***********************************************************************
 GQ0241  DESIGNATION -  BROW 2
 GQ0241  PID         -  GQ0241
 GQ0241  STATE/COUNTY-  AZ/COCONINO
 GQ0241  USGS QUAD   -  SOWATS SPRING (1988)
 GQ0241
 GQ0241                         *CURRENT SURVEY CONTROL
 GQ0241  ___________________________________________________________________
 GQ0241* NAD 83(1992)-  36 35 27.07792(N)    112 23 52.89632(W)     ADJUSTED  
 GQ0241* NAVD 88     -      2235.8    (meters)    7335.     (feet)  VERTCON   
 GQ0241  ___________________________________________________________________
 GQ0241  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 GQ0241  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GQ0241  HORZ ORDER  -  THIRD
 GQ0241
 GQ0241.The horizontal coordinates were established by classical geodetic methods
 GQ0241.and adjusted by the National Geodetic Survey in August 1993.
 GQ0241
 GQ0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0241
 GQ0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0241
 GQ0241.The geoid height was determined by GEOID03.
 GQ0241
 GQ0241;                    North         East     Units Scale Factor Converg.
 GQ0241;SPC AZ C     -   620,178.106   170,289.017   MT  0.99992285   -0 17 13.0
 GQ0241;SPC AZ C     - 2,034,705.07    558,691.00   iFT  0.99992285   -0 17 13.0
 GQ0241;UTM  12      - 4,050,395.727   374,942.148   MT  0.99979268   -0 50 00.5
 GQ0241
 GQ0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0241!SPC AZ C     -   0.99965267  x   0.99992285  =   0.99957555
 GQ0241!UTM  12      -   0.99965267  x   0.99979268  =   0.99944542
 GQ0241
 GQ0241:                Primary Azimuth Mark                     Grid Az
 GQ0241:SPC AZ C     -  MILLET                                   191 25 28.5
 GQ0241:UTM  12      -  MILLET                                   191 58 16.0
 GQ0241
 GQ0241|---------------------------------------------------------------------|
 GQ0241| PID    Reference Object                     Distance      Geod. Az  |
 GQ0241|                                                           dddmmss.s |
 GQ0241| GQ0304 MILLET                              APPROX.17.8 KM 1910815.5 |
 GQ0241|---------------------------------------------------------------------|
 GQ0241
 GQ0241                          SUPERSEDED SURVEY CONTROL
 GQ0241
 GQ0241  NAD 83(1986)-  36 35 27.07169(N)    112 23 52.89035(W) AD(       ) 3
 GQ0241  NGVD 29 (05/08/89) 2234.7    (m)         7332.     (f) VERT ANG    3  
 GQ0241
 GQ0241.Superseded values are not recommended for survey control.
 GQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0241.See file dsdata.txt to determine how the superseded data were derived.
 GQ0241
 GQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7494250396(NAD 83)
 GQ0241_MARKER: DS = TRIANGULATION STATION DISK
 GQ0241_SETTING: 80 = SET IN A BOULDER
 GQ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0241+STABILITY: SURFACE MOTION
 GQ0241
 GQ0241  HISTORY     - Date     Condition        Report By
 GQ0241  HISTORY     - 1933     MONUMENTED       USGS
 GQ0241
 GQ0241                          STATION DESCRIPTION
 GQ0241
 GQ0241'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0241'LOCATED ABOUT 3 MI W. OF BIG SPRINGS RANGER STATION, ABOUT 0.5 MI
 GQ0241'N. OF RD. FROM BIG SPRINGS TO JUMPUP, 0.5 MI E. OF RD. FROM RYAN
 GQ0241'TO BIG SADDLE CAMP.  ON NORTH END OF PROMINENT JUNIPER AND
 GQ0241'PINON-COVERED RIDGE LYING TO W. OF MAIN KAIBAB PLATEAU.
 GQ0241'
 GQ0241'TO REACH NOT GIVEN.
 GQ0241'
 GQ0241'STATION MARK--STANDARD TABLET STAMPED---BROW 2 1933---, CEMENTED IN
 GQ0241'LIMESTONE BOULDER IMBEDDED IN GROUND.
 GQ0241'
 GQ0241'RM 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0241'12-INCH PINON TREE.
 GQ0241'
 GQ0241'RM 2--COPPER NAIL AND WASHER ON 8-INCH PINON TREE.
 GQ0241'
 GQ0241'RM 3--SMALL DEAD TREE SURROUNDED BY PYRAMID OF STONES INCLOSED
 GQ0241'IN LOG CRIBBING.
 GQ0241'
 GQ0241'NOTE--IN 1953 STATION MARK NOT FOUND BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 HN0761 ***********************************************************************
 HN0761  DESIGNATION -  BROWN
 HN0761  PID         -  HN0761
 HN0761  STATE/COUNTY-  AZ/COCONINO
 HN0761  USGS QUAD   -  WARM CREEK BAY (1985)
 HN0761
 HN0761                         *CURRENT SURVEY CONTROL
 HN0761  ___________________________________________________________________
 HN0761* NAD 83(1992)-  37 00 05.62064(N)    111 27 11.62190(W)     ADJUSTED  
 HN0761* NAVD 88     -      1131.7    (meters)    3713.     (feet)  VERTCON   
 HN0761  ___________________________________________________________________
 HN0761  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HN0761  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 HN0761  HORZ ORDER  -  FIRST
 HN0761
 HN0761.The horizontal coordinates were established by classical geodetic methods
 HN0761.and adjusted by the National Geodetic Survey in November 1997.
 HN0761
 HN0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0761
 HN0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 HN0761
 HN0761.The geoid height was determined by GEOID03.
 HN0761
 HN0761;                    North         East     Units Scale Factor Converg.
 HN0761;SPC AZ C     -   665,743.743   254,606.580   MT  0.99992095   +0 16 44.1
 HN0761;SPC AZ C     - 2,184,198.63    835,323.43   iFT  0.99992095   +0 16 44.1
 HN0761;SPC UT S     - 3,037,169.124   504,163.324   MT  1.00004384   +0 01 43.2
 HN0761;UTM  12      - 4,095,141.560   459,674.235   MT  0.99962003   -0 16 22.0
 HN0761
 HN0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0761!SPC AZ C     -   0.99982612  x   0.99992095  =   0.99974708
 HN0761!SPC UT S     -   0.99982612  x   1.00004384  =   0.99986995
 HN0761!UTM  12      -   0.99982612  x   0.99962003  =   0.99944621
 HN0761
 HN0761|---------------------------------------------------------------------|
 HN0761| PID    Reference Object                     Distance      Geod. Az  |
 HN0761|                                                           dddmmss.s |
 HN0761| CH2801 BROWN RM 1                           13.198 METERS 00529     |
 HN0761| HN0762 T44S R4E SECS 10 11 CC               16.998 METERS 07815     |
 HN0761| HN0763 BOUNDARY MON 143 M AZ UT            APPROX. 0.6 KM 2701923.6 |
 HN0761|---------------------------------------------------------------------|
 HN0761
 HN0761                          SUPERSEDED SURVEY CONTROL
 HN0761
 HN0761  NAD 83(1992)-  37 00 05.62067(N)    111 27 11.62194(W) AD(       ) 1
 HN0761  NAD 83(1986)-  37 00 05.61604(N)    111 27 11.62371(W) AD(       ) 1
 HN0761  NAD 27      -  37 00 05.65951(N)    111 27 09.05803(W) AD(       ) 1
 HN0761  NGVD 29 (05/08/89) 1130.8    (m)         3710.     (f) VERT ANG    3  
 HN0761
 HN0761.Superseded values are not recommended for survey control.
 HN0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0761.See file dsdata.txt to determine how the superseded data were derived.
 HN0761
 HN0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5967495142(NAD 83)
 HN0761_MARKER: DS = TRIANGULATION STATION DISK
 HN0761_SETTING: 66 = SET IN ROCK OUTCROP
 HN0761
 HN0761  HISTORY     - Date     Condition        Report By
 HN0761  HISTORY     - 1934     MONUMENTED       CGS
 HN0761  HISTORY     - 1947     GOOD             CGS
 HN0761  HISTORY     - 1954     GOOD             USGS
 HN0761  HISTORY     - 1959     GOOD             USGS
 HN0761  HISTORY     - 1963     GOOD             CGS
 HN0761  HISTORY     - 1972     GOOD             AZHD
 HN0761
 HN0761                          STATION DESCRIPTION
 HN0761
 HN0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 HN0761'TWO MILES WEST OF COLORADO RIVER, 1 MILE EAST OF WAHWEAP CANYON,
 HN0761'1/2 MILE SOUTH OF LARGE ROCK MOUNTAIN, AND ON SMALL BROWN KNOLL.
 HN0761'TO REACH FROM KANAB, UTAH, GO EAST ON JOHNSON ROAD 8.6 MILES.
 HN0761'TURN RIGHT AND GO 7.7 MILES.  TAKE LEFT FORK AT SIGN READING
 HN0761'PAHREAH AND GO 12.8 MILES, KEEPING TO LEFT-HAND ROAD PASSING
 HN0761'OLD CORRAL ON LEFT, AND CONTINUE 17.0 MILES TO PARIA RIVER, AND
 HN0761'PAHREAH RANCH OWNED (1934) BY JAMES E. SMITH.  FROM RANCH
 HN0761'FURTHER TRAVEL MUST BE BY WAGON OR ON HORSEBACK.  MR. SMITH
 HN0761'KNOWS LOCATION OF STATION AND CAN FURNISH TRANSPORTATION.  ROUTE
 HN0761'FROM RANCH LEADS DOWN PARIA RIVER APPROXIMATELY 10 MILES,
 HN0761'THENCE EASTWARD OVER SMALL RIDGE, FOLLOWING WAGON TRACKS
 HN0761'AROUND SOUTHERN END OF BLUE-GREY HILLS AND CONTINUING IN
 HN0761'EASTERLY DIRECTION APPROXIMATELY 20 MILES TO WAHWEAP CANYON.  GO
 HN0761'DOWN CANYON ABOUT 4 MILES, PASSING COTTONWOOD SPRING.  CONTINUE
 HN0761'12 MILES DOWN CANYON TO WAHWEAP SPRING, AND ON ABOUT 1-1/2
 HN0761'MILES TO PLACE WHERE OLD ROAD LEADS NORTHEAST UP MOST
 HN0761'EASTERLY OF TWO WASHES COMING IN FROM NORTH.  FOLLOW OLD ROAD
 HN0761'APPROXIMATELY 1/2 MILE.  TURN RIGHT (EAST) OUT OF WASH AND
 HN0761'CONTINUE 1 MILE, PASSING 150 FEET TO RIGHT OF SPRING OF GOOD
 HN0761'WATER, THEN BEAR RIGHT (SOUTHEAST), PASSING TO RIGHT OF LARGE
 HN0761'ROCK DOME.  CONTINUE ABOUT 1/2 MILE SOUTH-SOUTHEAST TO
 HN0761'SMALL BROWN KNOLL AND STATION.  FROM PAHREAH RANCH TO STATION IS
 HN0761'TWO-DAY TRIP.  CAMP AT WHITE ROCK SPRINGS (ALKALINE WATER) ABOUT
 HN0761'3 MILES WEST OF WHERE ONE ENTERS WAHWEAP CANYON.  STATION MARK
 HN0761'IS STANDARD DISK IN OUTCROPPING BEDROCK.  REFERENCE MARK
 HN0761'NO. 1 IS STANDARD DISK IN OUTCROPPING BEDROCK, 13.260
 HN0761'METERS (43.50 FEET) FROM STATION.
 HN0761'G.L.O. BOUNDARY MARK (SEE GEOGRAPHIC POSITION AND DESCRIPTION
 HN0761'THEREOF) IS 16.982 METERS (55.72 FEET) EAST OF STATION.
 HN0761'BEARING FROM STATION TO BOUNDARY
 HN0761'MONUMENT 140 (SEE GEOGRAPHIC POSITION THEREOF) N 89 DEG 48 MIN W,
 HN0761'AND TO BOUNDARY MONUMENT 143 (SEE GEOGRAPHIC
 HN0761'POSITION AND DESCRIPTION THEREOF), DISTANT 556.565 METERS
 HN0761'(1,826.00 FEET).
 HN0761
 HN0761                          STATION RECOVERY (1947)
 HN0761
 HN0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 HN0761'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN GOOD
 HN0761'CONDITION.  IT IS ABOUT 12 MILES NORTHEAST OF NAVAJO BRIDGE 4
 HN0761'MILES EAST OF LONE ROCK, 2 MILES WEST OF THE COLORADO RIVER,
 HN0761'1 MILE EAST OF WAHWEAP CANYON, 1/2 MILE SOUTH OF LARGE ROCK
 HN0761'MOUNTAIN, AND ON THE UTAH AND ARIZONA STATE LINE.
 HN0761'
 HN0761'THE STATION IS A STANDARD DISK STAMPED BROWN 1934, SET IN
 HN0761'BEDROCK, FLUSH.  IT IS ON THE TOP OF A LOW SANDSTONE MOUND, 56
 HN0761'FEET WEST OF A GLO BOUNDARY MARK.
 HN0761'
 HN0761'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BROWN NO 1 1934,
 HN0761'SET IN BEDROCK, FLUSH.  IT IS ON THE NORTH RIM OF THE MOUND,
 HN0761'AND ABOUT 4 FEET LOWER THAN THE STATION.
 HN0761'
 HN0761'GLO BOUNDARY MARK WAS USED AS R.M. NO 2.  IT IS A BRONZE CAP ON
 HN0761'THE TOP OF A LEADPIPE PROJECTING ABOUT 16 INCHES, WHICH IS ABOUT
 HN0761'4 FEET LOWER THAN THE STATION.
 HN0761'
 HN0761'A UTAH AND ARIZONA BOUNDARY MARK WAS USED AS THE AZIMUTH MARK.
 HN0761'IT IS A BRONZE DISK BRAZED ON THE TOP OF A LEAD PIPE PROJECTING
 HN0761'ABOUT 3 FEET, STAMPED UTAH 143 M ARIZONA.  THE MARK IS 556 METERS
 HN0761'WEST OF THE STATION AND ON THE BOUNDARY BETWEEN UTAH AND ARIZONA.
 HN0761'
 HN0761'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD
 HN0761'FOR 8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MI.  TAKE
 HN0761'LEFT FORK AND GO 12.2 TO A FORK.  KEEP TO THE LEFT ROAD GRADED
 HN0761'AND GO 17.0 MILES TO THE PARIA RIVER.  TURN RIGHT DOWN THE PARIA
 HN0761'RIVER AND FOLLOW THE RIVER BED FOR 9.2 MILES TO A GATE.  PASS
 HN0761'THROUGH THE GATE AND CONTINUE ON DOWN THE RIVER FOR 1.6 MILES TO
 HN0761'GATE.  PASS THROUGH THE GATE AND CONTINUE 0.6 MILES TO A FARM
 HN0761'AND GO 0.1 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH THE
 HN0761'GATE AND FOLLOW THE FENCE LINE TO THE RIGHT FOR 0.3 MILES
 HN0761'AND A GROUP OF TALL TREES.  TURN LEFT LEAVING THE ROAD AND
 HN0761'CROSS RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW
 HN0761'THIS BLADED ROAD FOR ABOUT 14.0 MILES, PASSING THROUGH 4
 HN0761'GATES AND INTO WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.
 HN0761'TURN RIGHT DOWN WAHWEAP CREEK AND FOLLOW THE CREEK BED FOR 9.0
 HN0761'MILE TO LONE ROCK.  CONTINUE ON DOWN WAHWEAP CREEK FOR 2.3 MILES
 HN0761'TO A WASH ON THE LEFT (NORTH).  TURN NORTH UP THE WASH FOR
 HN0761'0.5 MILE TO A CREEK FORK.  TAKE THE RIGHT HAND FORK AND GO
 HN0761'1.5 MILES FOLLOWING BLADED ROAD.  TURN RIGHT AND FOLLOW A CATTLE
 HN0761'TRAIL FOR 0.8 MILE TO A POINT 150 YARDS SOUTH OF A LARGE
 HN0761'SANDSTONE MOUNTAIN.  BEAR RIGHT AND CROSS COUNTRY FOR 0.8 MILE
 HN0761'TO A LOW KNOLL AND THE STATION AS DESCRIBED ABOVE.
 HN0761
 HN0761                          STATION RECOVERY (1954)
 HN0761
 HN0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HN0761'RECOVERED IN GOOD CONDITION.
 HN0761
 HN0761                          STATION RECOVERY (1959)
 HN0761
 HN0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0761'RECOVERED IN GOOD CONDITION.
 HN0761'
 HN0761'STATION MARK--STANDARD DISK, STAMPED ---BROWN 1934---, SET IN BEDROCK
 HN0761'FLUSH.
 HN0761
 HN0761                          STATION RECOVERY (1963)
 HN0761
 HN0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0761'THE STATION, REFERENCE MARK 1 AND THE G.L.O. BOUNDARY MARK (R.M.
 HN0761'2) WERE RECOVERED IN GOOD CONDITION.  THE UTAH AND ARIZONA
 HN0761'BOUNDARY MARK 143 M WAS NOT RECOVERED NOR SEARCHED FOR.
 HN0761'
 HN0761'THE STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE ONLY.
 HN0761'
 HN0761'A BETTER ROUTE TO THE STATION IS--
 HN0761'
 HN0761'TO REACH FROM THE EAST END OF THE BRIDGE AT THE GLEN CANYON
 HN0761'DAM, GO WEST ACROSS THE BRIDGE, THEN NORTHWEST AND NORTH ON U.S.
 HN0761'HIGHWAY 89 FOR 4.75 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 HN0761'AS PER SIGN WAHWEAP, AND FOLLOW THE MAIN GRAVELED ROAD AND SIGNS
 HN0761'PUBLIC CAMP GROUND FOR 2.25 MILES TO THE CAMP GROUND ON THE
 HN0761'RIGHT.  CONTINUE AHEAD ON THE MAIN ROAD FOR 0.15 MILE TO A
 HN0761'CROSSROAD AND STOP SIGN.  CONTINUE AHEAD ON THE MAIN ROAD
 HN0761'EASTERLY FOR 1.3 MILES TO A 3-WAY FORK.  TURN RIGHT, ON THE MAIN
 HN0761'ROAD, CROSS CREEK AND GO 1.1 MILES TO A CATTLE GUARD.  CROSS
 HN0761'CATTLE GUARD AND CONTINUE FOR 0.6 MILE TO A SIDE ROAD LEFT
 HN0761'AT SOME PLY-WOOD SHACKS ON THE LEFT.  CONTINUE AHEAD ON
 HN0761'THE MAIN ROAD FOR 0.85 MILE TO A BLADED DIRT ROAD RIGHT.  TURN
 HN0761'RIGHT, SOUTHERLY, AND FOLLOW DIRT ROAD FOR 0.35 MILE TO A
 HN0761'FORK.  KEEP THE RIGHT FORK, STRAIGHT AHEAD, FOR 0.4 MILE TO
 HN0761'A DIM TRACK ROAD ON THE RIGHT (THE MAIN ROAD TURNS LEFT AND
 HN0761'MAKES A LOOP BACK INTO THE FORK ABOVE).  TURN RIGHT AND
 HN0761'FOLLOW DIM TRACK ROAD SOUTHERLY AND EASTERLY FOR 0.55 MILE
 HN0761'TO A VERY DIM SIDE ROAD RIGHT (THIS IS OPPOSITE, SOUTH OF THE
 HN0761'HIGH POINT OF A LARGE SANDSTONE MOUNTAIN).  TURN RIGHT
 HN0761'AND FOLLOW DIM TRACK ROAD FOR 0.3 MILE TO A DIM FORK.  TAKE THE
 HN0761'LEFT FORK, VERY DIM, FOR 0.45 MILE TO A G.L.O. MARK AND A
 HN0761'BROWN-COLORED SANDSTONE OUTCROP AND THE STATION ON THE
 HN0761'RIGHT.
 HN0761'
 HN0761'A 4-WHEEL DRIVE TRUCK IS REQUIRED FOR THE LAST 0.2 MILE.
 HN0761
 HN0761                          STATION RECOVERY (1972)
 HN0761
 HN0761'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HN0761'A.  GENERAL LOCATION-ABOUT 2 MILES W OF THE COLORADO RIVER AND 1
 HN0761'MILE E WAHWEAP CANYON AND 1/2 MILE S OF CASTLE ROCK
 HN0761'
 HN0761'B.  TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 HN0761'AND MAP OF LAKE POWELL AREA
 HN0761'
 HN0761'C.  STATION MARK-STD USC AND GS BRASS CAP SET IN BEDROCK STAMPED
 HN0761'BROWN 1934
 HN0761'
 HN0761'D.  REFERENCE MARKS-R.M. NO 1 STD USC AND GS BRASS CAP STAMPED
 HN0761'BROWN NO 1 1934 R.M. NO 2 STD U.S. GLO BRASS CAP ON IRON PIPE
 HN0761'LAYING ON GROUND AND NOT NEAR POSITION AS DESCRIBED.
 HN0761'
 HN0761'E.  AZIMUTH MARK-BOUNDARY MONUMENT 143 (SEE GEOGRAPHIC POSITION
 HN0761'AND DESCRIPTION THEREOF)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0534 ***********************************************************************
 ER0534  DESIGNATION -  BROWN
 ER0534  PID         -  ER0534
 ER0534  STATE/COUNTY-  AZ/APACHE
 ER0534  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0534
 ER0534                         *CURRENT SURVEY CONTROL
 ER0534  ___________________________________________________________________
 ER0534* NAD 83(1992)-  34 16 48.48498(N)    109 48 15.31261(W)     ADJUSTED  
 ER0534* NAVD 88     -      2085.43   (+/-2cm)    6841.9    (feet)  VERTCON   
 ER0534  ___________________________________________________________________
 ER0534  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 ER0534  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0534  HORZ ORDER  -  SECOND
 ER0534  VERT ORDER  -  THIRD ? (See Below)
 ER0534
 ER0534.The horizontal coordinates were established by classical geodetic methods
 ER0534.and adjusted by the National Geodetic Survey in August 1993.
 ER0534
 ER0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0534.The vertical order pertains to the NGVD 29 superseded value.
 ER0534
 ER0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0534
 ER0534.The geoid height was determined by GEOID03.
 ER0534
 ER0534;                    North         East     Units Scale Factor Converg.
 ER0534;SPC AZ E     -   363,784.103   246,727.899   MT  0.99991372   +0 12 14.9
 ER0534;SPC AZ E     - 1,193,517.40    809,474.73   iFT  0.99991372   +0 12 14.9
 ER0534;UTM  12      - 3,793,864.405   610,063.736   MT  0.99974932   +0 40 24.8
 ER0534
 ER0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0534!SPC AZ E     -   0.99967639  x   0.99991372  =   0.99959014
 ER0534!UTM  12      -   0.99967639  x   0.99974932  =   0.99942579
 ER0534
 ER0534|---------------------------------------------------------------------|
 ER0534| PID    Reference Object                     Distance      Geod. Az  |
 ER0534|                                                           dddmmss.s |
 ER0534| CD1686 BROWN RM 1                            9.063 METERS 10955     |
 ER0534| CD1687 BROWN RM 2                            9.268 METERS 28843     |
 ER0534| ER0535 ORTEGA                              APPROX. 5.9 KM 2940703.6 |
 ER0534|---------------------------------------------------------------------|
 ER0534
 ER0534                          SUPERSEDED SURVEY CONTROL
 ER0534
 ER0534  NAD 83(1986)-  34 16 48.48230(N)    109 48 15.32013(W) AD(       ) 2
 ER0534  NAD 27      -  34 16 48.32885(N)    109 48 12.94191(W) AD(       ) 2
 ER0534  NGVD 29 (07/19/86) 2084.53   (m)         6839.0    (f) LEVELING    3  
 ER0534
 ER0534.Superseded values are not recommended for survey control.
 ER0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0534.See file dsdata.txt to determine how the superseded data were derived.
 ER0534
 ER0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1006493864(NAD 83)
 ER0534_MARKER: DD = SURVEY DISK
 ER0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0534+STABILITY: SURFACE MOTION
 ER0534
 ER0534  HISTORY     - Date     Condition        Report By
 ER0534  HISTORY     - 1979     MONUMENTED       AZDT
 ER0534  HISTORY     - 20050729 GOOD             USPSQD
 ER0534
 ER0534                          STATION DESCRIPTION
 ER0534
 ER0534'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0534'THE STATION IS LOCATED ABOUT 18 MILES WEST-SOUTHWEST OF CONCHO AND
 ER0534'31 1/2 MILES WEST-NORTHWEST OF SPRINGERVILLE, ALONG THE EAST SIDE OF
 ER0534'SR 61 AT CREST OF A HILL.
 ER0534'
 ER0534'THE STATION MARK IS AN ADOT DISK STAMPED---BROWN 1979---IT IS SET IN
 ER0534'TOP OF A 10 INCH CONCRETE MONUMENT SET 4 FEET NORTH OF THE WITNESS
 ER0534'POST.
 ER0534'
 ER0534'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BROWN RM 1 1979---IT IS SET
 ER0534'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0534'
 ER0534'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BROWN RM 2 1979---IT IS SET
 ER0534'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0534'
 ER0534'TO REACH THE STATION FROM SPRINGERVILLE TRAVEL WEST ALONG U.S. HIGHWAY
 ER0534'60 FOR 5 MILES TO HIGHWAYS 180, 666 AND 60.  CONTINUE WEST ALONG US 60
 ER0534'TO MILE POST 354.85 AND THE STATION ON THE LEFT.
 ER0534
 ER0534                          STATION RECOVERY (2005)
 ER0534
 ER0534'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0534'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1130 ***********************************************************************
 CG1130  DESIGNATION -  BROWN
 CG1130  PID         -  CG1130
 CG1130  STATE/COUNTY-  AZ/PIMA
 CG1130  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG1130
 CG1130                         *CURRENT SURVEY CONTROL
 CG1130  ___________________________________________________________________
 CG1130* NAD 83(1992)-  31 45 23.75859(N)    111 30 44.04620(W)     ADJUSTED  
 CG1130* NAVD 88     -      1098.     (meters)    3602.     (feet)  SCALED    
 CG1130  ___________________________________________________________________
 CG1130  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CG1130  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CG1130  HORZ ORDER  -  THIRD
 CG1130
 CG1130.The horizontal coordinates were established by classical geodetic methods
 CG1130.and adjusted by the National Geodetic Survey in August 1993.
 CG1130
 CG1130.The orthometric height was scaled from a topographic map.
 CG1130
 CG1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1130
 CG1130.The geoid height was determined by GEOID03.
 CG1130
 CG1130;                    North         East     Units Scale Factor Converg.
 CG1130;SPC AZ C     -    83,951.515   251,672.936   MT  0.99991810   +0 12 46.3
 CG1130;SPC AZ C     -   275,431.48    825,698.61   iFT  0.99991810   +0 12 46.3
 CG1130;UTM  12      - 3,513,571.246   451,488.993   MT  0.99962902   -0 16 10.6
 CG1130
 CG1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1130!SPC AZ C     -   0.99983237  x   0.99991810  =   0.99975049
 CG1130!UTM  12      -   0.99983237  x   0.99962902  =   0.99946145
 CG1130
 CG1130:                Primary Azimuth Mark                     Grid Az
 CG1130:SPC AZ C     -  SYCAMORE                                 095 59 46.3
 CG1130:UTM  12      -  SYCAMORE                                 096 28 43.2
 CG1130
 CG1130|---------------------------------------------------------------------|
 CG1130| PID    Reference Object                     Distance      Geod. Az  |
 CG1130|                                                           dddmmss.s |
 CG1130| CG0428 SYCAMORE                            APPROX. 3.1 KM 0961232.6 |
 CG1130| CH4428 BROWN RM 1                                         19537     |
 CG1130| CH4429 BROWN RM 2                           10.044 METERS 27016     |
 CG1130|---------------------------------------------------------------------|
 CG1130
 CG1130                          SUPERSEDED SURVEY CONTROL
 CG1130
 CG1130  NAD 83(1986)-  31 45 23.75140(N)    111 30 44.04592(W) AD(       ) 3
 CG1130  NAD 27      -  31 45 23.44400(N)    111 30 41.67500(W) AD(       ) 3
 CG1130
 CG1130.Superseded values are not recommended for survey control.
 CG1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1130.See file dsdata.txt to determine how the superseded data were derived.
 CG1130
 CG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA5148913571(NAD 83)
 CG1130_MARKER: DS = TRIANGULATION STATION DISK
 CG1130_SETTING: 0 = UNSPECIFIED SETTING
 CG1130
 CG1130  HISTORY     - Date     Condition        Report By
 CG1130  HISTORY     - 1936     MONUMENTED       CGS
 CG1130
 CG1130                          STATION DESCRIPTION
 CG1130
 CG1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1130'ON THE POINT OF THE RIDGE FORMING THE NORTH CANYON WALL OF BROWN
 CG1130'CANYON, 0.25 MILE NORTH OF THE BROWN CANYON ROAD, 2.5 MILES WEST
 CG1130'OF THE TUCSON-SAN FERNANDO ROAD AND ABOUT 6.0 MILES WEST OF
 CG1130'BABOQUIVARI PEAK.  MARKED BY A STANDARD BRONZE DISK WELDED TO
 CG1130'A BRONZE ROD, 3.0 FEET IN LENGTH AND PLACED IN ABOUT A 5-INCH
 CG1130'SQUARE HOLE FILLED WITH CONCRETE, AND WITH TOP OF THE MARK ABOUT
 CG1130'2.0 INCHES ABOVE SURFACE OF THE GROUND.  REFERENCE MARK NO. 1,
 CG1130'A STANDARD BRONZE REFERENCE DISK, SET SAME AS THE STATION
 CG1130'MARK, IS 6.648 METERS (21.81 FEET) FROM STATION S 15 DEG
 CG1130'37 MIN W. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG1130'REFERENCE DISK, SET SAME AS THE STATION MARK, IS 10.044
 CG1130'METERS (32.95 FEET) FROM STATION N 89 DEG 44 MIN W.
 CG1130'TRIANGULATION STATION SYCAMORE WAS USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2133 ***********************************************************************
 DV2133  DESIGNATION -  BROWN
 DV2133  PID         -  DV2133
 DV2133  STATE/COUNTY-  AZ/MARICOPA
 DV2133  USGS QUAD   -  PERRYVILLE (1982)
 DV2133
 DV2133                         *CURRENT SURVEY CONTROL
 DV2133  ___________________________________________________________________
 DV2133* NAD 83(1992)-  33 28 45.17854(N)    112 27 06.34615(W)     ADJUSTED  
 DV2133* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 DV2133  ___________________________________________________________________
 DV2133  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DV2133  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV2133  HORZ ORDER  -  FIRST
 DV2133
 DV2133.The horizontal coordinates were established by classical geodetic methods
 DV2133.and adjusted by the National Geodetic Survey in August 1993.
 DV2133
 DV2133.The orthometric height was scaled from a topographic map.
 DV2133
 DV2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2133
 DV2133.The geoid height was determined by GEOID03.
 DV2133
 DV2133;                    North         East     Units Scale Factor Converg.
 DV2133;SPC AZ C     -   275,023.596   163,630.313   MT  0.99993048   -0 17 42.7
 DV2133;SPC AZ C     -   902,308.39    536,844.86   iFT  0.99993048   -0 17 42.7
 DV2133;UTM  12      - 3,705,357.743   365,114.555   MT  0.99982431   -0 48 03.5
 DV2133
 DV2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2133!SPC AZ C     -   0.99995507  x   0.99993048  =   0.99988555
 DV2133!UTM  12      -   0.99995507  x   0.99982431  =   0.99977939
 DV2133
 DV2133|---------------------------------------------------------------------|
 DV2133| PID    Reference Object                     Distance      Geod. Az  |
 DV2133|                                                           dddmmss.s |
 DV2133| CH4427 BROWN RM 3                            8.337 METERS 00256     |
 DV2133| CH4424 BROWN AZ MK 2                                      0231815.2 |
 DV2133| CH4425 BROWN RM 1                           13.665 METERS 05051     |
 DV2133| CH4423 BROWN AZ MK                                        0893718.4 |
 DV2133| DV0551 BROWN AZ MK 3                                      2704913.7 |
 DV2133| CH4426 BROWN RM 2                           11.119 METERS 31834     |
 DV2133|---------------------------------------------------------------------|
 DV2133
 DV2133                          SUPERSEDED SURVEY CONTROL
 DV2133
 DV2133  NAD 83(1986)-  33 28 45.17279(N)    112 27 06.35153(W) AD(       ) 1
 DV2133  NAD 27      -  33 28 45.02700(N)    112 27 03.77000(W) AD(       ) 1
 DV2133
 DV2133.Superseded values are not recommended for survey control.
 DV2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2133.See file dsdata.txt to determine how the superseded data were derived.
 DV2133
 DV2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6511505358(NAD 83)
 DV2133
 DV2133  HISTORY     - Date     Condition        Report By
 DV2133  HISTORY     - 1934     MONUMENTED       CGS
 DV2133  HISTORY     - 1936     GOOD             CGS
 DV2133  HISTORY     - 1947     SEE DESCRIPTION  CGS
 DV2133  HISTORY     - 1956     SEE DESCRIPTION  USGS
 DV2133  HISTORY     - 1967     SEE DESCRIPTION  CGS
 DV2133  HISTORY     - 1972     SEE DESCRIPTION  NGS
 DV2133
 DV2133                          STATION DESCRIPTION
 DV2133
 DV2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2133'ABOUT 5-1/2 MILES WEST-SOUTHWEST OF THE VILLAGE OF LITCHFIELD,
 DV2133'7-1/4 MILES NORTH-NORTHEAST OF LIBERTY, 1.1 MILES EAST OF THE
 DV2133'MAIN CANAL OF THE MARICOPA COUNTY MUNICIPAL WATER CONSERVATION
 DV2133'DISTRICT NO. 1, 1 MILE SOUTH OF THE COUNTY ROAD WEST FROM
 DV2133'LITCHFIELD, 0.4 MILE WEST OF T-ROAD INTERSECTION AT SECTION
 DV2133'CORNER, 50 FEET NORTH OF LATERAL NO. 15 OF DISTRICT NO. 1
 DV2133'AND 14.5 FEET SOUTH OF THE CENTER OF THE SECTION LINE ROAD.
 DV2133'MARKED BY A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 DV2133'POST.  REFERENCE MARK NO. 1, A
 DV2133'STANDARD BRONZE REFERENCE DISK, IS 13.672 METERS
 DV2133'(44.86 FEET) FROM STATION.
 DV2133'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DV2133'IS 11.122 METERS (36.49 FEET) FROM STATION.
 DV2133'THE ORIGINAL AZIMUTH MARK SET IN 1934 HAVING
 DV2133'BEEN DESTROYED, A NEW ONE WAS SET IN 1936.  IT IS A
 DV2133'STANDARD BRONZE DISK, IN THE SOUTHWEST ANGLE
 DV2133'OF THE INTERSECTION OF THE COUNTY ROAD WEST FROM
 DV2133'LITCHFIELD AND A SECTION LINE ROAD 100 FEET SOUTH OF THE
 DV2133'COUNTY ROAD, 90 FEET WEST OF THE SECTION ROAD, AND ABOUT 1
 DV2133'MILE FROM STATION.
 DV2133
 DV2133                          STATION RECOVERY (1947)
 DV2133
 DV2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2133'THE SURFACE STATION MARK AND AZIMUTH MARK HAS BEEN DESTROYED.
 DV2133'A NEW AZIMUTH MARK AND A REFERENCE MARK NO. 3 WAS SET AND
 DV2133'THE UNDERGROUND STATION MARK WAS USED.
 DV2133'
 DV2133'THE STATION IS LOCATED ABOUT 7 MILIES NORTHWEST OF LITCHFIELD
 DV2133'AND ABOUT 5.5 MILES WEST-SOUTHWEST OF LITCHFIELD PARK IN THE
 DV2133'RIGHT OF WAY OF A SECTION LINE ROAD.  THE STATION MARK IS
 DV2133'BRONZE DISK, SET 20 INCHES BELOW
 DV2133'GROUND LEVEL, 8 PACES NORTH OF CENTER LINE OF ROAD, 12 PACES
 DV2133'SOUTH OF A FENCELINE.  IT IS STAMPED, BROWN 1934.
 DV2133'
 DV2133'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DV2133'SET FLUSH 8 INCHES SOUTH OF A FENCELINE, IS 4 FEET HIGHER
 DV2133'THAN THE STATION MARK AND IS STAMPED, BROWN NO 1 1934.
 DV2133'
 DV2133'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DV2133'SET FLUSH 18 INCHES SOUTH OF A FENCELINE, IS 4 FEET HIGHER
 DV2133'THAN THE STATION MARK AND IS STAMPED, BROWN NO 2 1934.
 DV2133'
 DV2133'REFERENCE MARK NO. 3 IS A BRONZE DISK,
 DV2133'PROJECTS 4 INCHES, IS 18 INCHES SOUTH OF A FENCELINE, 4 FEET
 DV2133'HIGHER THAN THE STATION MARK AND IS STAMPED, BROWN NO 3 1947.
 DV2133'
 DV2133'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE CONCRETE
 DV2133'BASE OF A PUMP, 13 PACES NORTH OF THE CENTER LINE OF ROAD.
 DV2133'IT IS STAMPED, BROWN 1947.  MARK IS REACHED FROM STATION BY
 DV2133'GOING WEST ON ROAD 0.6 MILE TO MARK ON RIGHT.
 DV2133'
 DV2133'TO REACH THE STATION FROM LITCHFIELD PARK.  GO WEST 5.0 MILE
 DV2133'TO CROSSROAD AT THE FLOATING W RANCH.  TURN LEFT, GO 1.0 MILE
 DV2133'TO ROAD RIGHT.  TURN RIGHT, GO 0.4 MILE TO STATION.
 DV2133'
 DV2133'OBSERVATIONS MADE FROM A 1.2 M TRIPOD.
 DV2133
 DV2133                          STATION RECOVERY (1956)
 DV2133
 DV2133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV2133'STATION HAS EITHER BEEN DESTROYED OR IS BURIED.
 DV2133'
 DV2133'THREE REFERENCE MARKS WERE FOUND UPROOTED AND LAYING ON THE
 DV2133'GROUND.
 DV2133
 DV2133                          STATION RECOVERY (1967)
 DV2133
 DV2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DV2133'A THOROUGH SEARCH WAS MADE FOR THE STATION MARK BUT IT WAS
 DV2133'NOT RECOVERED.
 DV2133'
 DV2133'R.M. 1, STAMPED BROWN NO 1 1934, WAS FOUND DESTROYED AND THE
 DV2133'DISK WAS RECOVERED.
 DV2133'
 DV2133'R.M. 2, STAMPED BROWN NO 2 1934, WAS FOUND DESTROYED AND THE DISK
 DV2133'WAS RECOVERED.
 DV2133'
 DV2133'R.M. 3, STAMPED BROWN NO 3 1947, WAS FOUND DESTROYED AND THE
 DV2133'DISK WAS RECOVERED.
 DV2133'
 DV2133'THE AZIMUTH MARK, STAMPED BROWN 1934, WAS FOUND DESTROYED
 DV2133'AND THE DISK WAS RECOVERED.
 DV2133
 DV2133                          STATION RECOVERY (1972)
 DV2133
 DV2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV2133'THE AREA OF THE STATION HAS BEEN LEVELED FOR FARMING.  THE
 DV2133'STATION AND 3 REFERENCE MARK MONUMENTS WERE RECOVERED WITH
 DV2133'DISKS REMOVED.  THE UNDERGROUND STATION MARK MAY BE IN PLACE,
 DV2133'BUT CANNOT BE RECOVERED.  THE AZIMUTH MARK WAS RECOVERED
 DV2133'IN THE DESCRIBED AREA IN GOOD CONDITION.
 DV2133'
 DV2133'AIRLINE DISTANCE AND DIRECTION FROM NEARES TOWN--5-1/2 MILES
 DV2133'SOUTHWEST OF LITCHFIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1790 ***********************************************************************
 DU1790  DESIGNATION -  BROWN
 DU1790  PID         -  DU1790
 DU1790  STATE/COUNTY-  AZ/MARICOPA
 DU1790  USGS QUAD   -  STEWART MTN (1978)
 DU1790
 DU1790                         *CURRENT SURVEY CONTROL
 DU1790  ___________________________________________________________________
 DU1790* NAD 83(1992)-  33 36 51.54455(N)    111 34 29.24474(W)     ADJUSTED  
 DU1790* NAVD 88     -       623.8    (meters)    2047.     (feet)  VERTCON   
 DU1790  ___________________________________________________________________
 DU1790  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DU1790  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DU1790  HORZ ORDER  -  SECOND
 DU1790
 DU1790.The horizontal coordinates were established by classical geodetic methods
 DU1790.and adjusted by the National Geodetic Survey in August 1993.
 DU1790
 DU1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1790
 DU1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1790
 DU1790.The geoid height was determined by GEOID03.
 DU1790
 DU1790;                    North         East     Units Scale Factor Converg.
 DU1790;SPC AZ C     -   289,931.089   245,083.110   MT  0.99991240   +0 11 21.4
 DU1790;SPC AZ C     -   951,217.48    804,078.44   iFT  0.99991240   +0 11 21.4
 DU1790;UTM  12      - 3,719,541.719   446,680.332   MT  0.99963505   -0 19 05.6
 DU1790
 DU1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1790!SPC AZ C     -   0.99990665  x   0.99991240  =   0.99981906
 DU1790!UTM  12      -   0.99990665  x   0.99963505  =   0.99954173
 DU1790
 DU1790|---------------------------------------------------------------------|
 DU1790| PID    Reference Object                     Distance      Geod. Az  |
 DU1790|                                                           dddmmss.s |
 DU1790| DU1806 BROWN RM 1                           10.252 METERS 01536     |
 DU1790| DU1807 BROWN RM 2                            9.941 METERS 19757     |
 DU1790| DU1791 DUVAL                               APPROX. 3.6 KM 2181543.2 |
 DU1790|---------------------------------------------------------------------|
 DU1790
 DU1790                          SUPERSEDED SURVEY CONTROL
 DU1790
 DU1790  NAD 83(1986)-  33 36 51.54072(N)    111 34 29.25191(W) AD(       ) 2
 DU1790  NGVD 29 (07/10/87)  623.2    (m)         2045.     (f) VERT ANG    3  
 DU1790
 DU1790.Superseded values are not recommended for survey control.
 DU1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1790.See file dsdata.txt to determine how the superseded data were derived.
 DU1790
 DU1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4668019542(NAD 83)
 DU1790_MARKER: DS = TRIANGULATION STATION DISK
 DU1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1790+STABILITY: SURFACE MOTION
 DU1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1790+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 DU1790
 DU1790  HISTORY     - Date     Condition        Report By
 DU1790  HISTORY     - 1981     MONUMENTED       AZDT
 DU1790  HISTORY     - 20080309 GOOD             GEOCAC
 DU1790  HISTORY     - 20080608 GOOD             GEOCAC
 DU1790
 DU1790                          STATION DESCRIPTION
 DU1790
 DU1790'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1790'THE STATION IS LOCATED 6 MILES SOUTHEAST OF FORT MCDOWELL, 3 MILES
 DU1790'NORTHWEST OF SAGUARO LAKE ON TOP OF A LOW HILL IN THE MEDIAN OF
 DU1790'ARIZONA HIGHWAY 87.
 DU1790'
 DU1790'THE STATION MARK IS AN AZDT DISK STAMPED---BROWN 1981---SET IN
 DU1790'TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET SOUTH OF THE WITNESS POST.
 DU1790'
 DU1790'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BROWN RM 1 1981---SET
 DU1790'IN TOP OF A CONCRETE MONUMENT.
 DU1790'
 DU1790'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BROWN RM 2 1981---SET
 DU1790'IN TOP OF A CONCRETE MONUMENT.
 DU1790'
 DU1790'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1790'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1790'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1790'51.4 MILES TO SAGUARO LAKE TURN OFF CONTINUE SOUTH FOR 1.1 MILES TO
 DU1790'DIM TRACKS ON LEFT.  TURN LEFT ALONG TRACKS AND TRAVEL EAST UP RIDGE
 DU1790'TO THE TOP OF HILL, CONTINUE SOUTHEAST TO A LOWER HILL AND STATION.
 DU1790
 DU1790                          STATION RECOVERY (2008)
 DU1790
 DU1790'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU1790'STAMPING YEAR IS 1982, NOT 1981 AS GIVEN ABOVE.
 DU1790
 DU1790                          STATION RECOVERY (2008)
 DU1790
 DU1790'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1790'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 DU1790'FOLLOWS. FROM THE SR 87 CROSSING AT THE VERDE RIVER, TRAVEL 6.6 MILES
 DU1790'NORTHEAST IN THE NORTHBOUND LANES TO A PULL-OFF ON THE RIGHT AND THE
 DU1790'END OF TRUCK TRAVEL. PACK NORTH ALONG THE RIDGE TO THE STATION SITE, A
 DU1790'10 MINUTE PACK.
 DU1790'ALTERNATELY, FROM THE PULL-OFF, CONTINUE 1.25 MILES TO THE BUSH
 DU1790'HIGHWAY INTERCHANGE, PASS OVER THE MEDIAN AND PROCEED SOUTH ON SR 87
 DU1790'FOR 1.1 MILES TO A DIM TRACK ROAD ON THE LEFT.
 DU1790'TURN LEFT ON THE DIM TRACK ROAD AND CONTINUE EAST UP THE RIDGE TO THE
 DU1790'TOP OF A HILL, THEN CONTINUE SOUTHEAST TO A LOWER HILL AND THE STATION
 DU1790'SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0551 ***********************************************************************
 DV0551  DESIGNATION -  BROWN AZ MK 3
 DV0551  PID         -  DV0551
 DV0551  STATE/COUNTY-  AZ/MARICOPA
 DV0551  USGS QUAD   -  PERRYVILLE (1982)
 DV0551
 DV0551                         *CURRENT SURVEY CONTROL
 DV0551  ___________________________________________________________________
 DV0551* NAD 83(1986)-  33 28 46.     (N)    112 27 40.     (W)     SCALED    
 DV0551* NAVD 88     -       331.192  (meters)    1086.59   (feet)  ADJUSTED  
 DV0551  ___________________________________________________________________
 DV0551  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV0551  DYNAMIC HT  -         330.810 (meters)    1085.33  (feet)  COMP
 DV0551  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DV0551
 DV0551  VERT ORDER  -  FIRST     CLASS II
 DV0551
 DV0551.The horizontal coordinates were scaled from a topographic map and have
 DV0551.an estimated accuracy of +/- 6 seconds.
 DV0551
 DV0551.The orthometric height was determined by differential leveling
 DV0551.and adjusted in June 1991.
 DV0551
 DV0551.The geoid height was determined by GEOID03.
 DV0551
 DV0551.The dynamic height is computed by dividing the NAVD 88
 DV0551.geopotential number by the normal gravity value computed on the
 DV0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0551.degrees latitude (g = 980.6199 gals.).
 DV0551
 DV0551.The modeled gravity was interpolated from observed gravity values.
 DV0551
 DV0551;                    North         East    Units  Estimated Accuracy
 DV0551;SPC AZ C     -   275,050.      162,760.      MT  (+/- 180 meters Scaled)
 DV0551
 DV0551                          SUPERSEDED SURVEY CONTROL
 DV0551
 DV0551  NGVD 29 (??/??/92)  330.633  (m)         1084.75   (f) ADJ UNCH    1 2
 DV0551
 DV0551.Superseded values are not recommended for survey control.
 DV0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0551.See file dsdata.txt to determine how the superseded data were derived.
 DV0551
 DV0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642053(NAD 83)
 DV0551_MARKER: DZ = AZIMUTH MARK DISK
 DV0551_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0551+STABILITY: SURFACE MOTION
 DV0551
 DV0551  HISTORY     - Date     Condition        Report By
 DV0551  HISTORY     - 1947     MONUMENTED       CGS
 DV0551  HISTORY     - 1967     GOOD             NGS
 DV0551  HISTORY     - 1981     GOOD             NGS
 DV0551  HISTORY     - 1981     GOOD             AZDT
 DV0551  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0551
 DV0551                          STATION DESCRIPTION
 DV0551
 DV0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0551'9.0 MI NW FROM GOODYEAR.
 DV0551'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0551'THENCE 3.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 28, T 2 N, R 2 W,
 DV0551'1.0 MILE NORTH OF THE INTERSECTION OF PERRYVILLE ROAD AND MCDOWELL
 DV0551'ROAD, 51 FEET EAST OF THE CENTER LINE OF PERRYVILLE ROAD, 57 FEET
 DV0551'NORTH OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF THE
 DV0551'SOUTHEAST CORNER OF A 4- X 4-FOOT CONCRETE PLATFORM WHICH SURROUNDS A
 DV0551'WELL, 3 INCHES SOUTHEAST OF A METAL FLANGE FOR A 10-INCH PIPE, 82 FEET
 DV0551'EAST AND ACROSS THE ROAD FROM BENCH MARK C 265, AND ABOUT 2 FEET ABOVE
 DV0551'THE LEVEL OF THE ROAD.  NOTE-- ALL THE STAMPING HAS BEEN SCRAPED OF
 DV0551'OFF THE DISK.
 DV0551
 DV0551                          STATION RECOVERY (1981)
 DV0551
 DV0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0551'RECOVERED IN GOOD CONDITION.
 DV0551
 DV0551                          STATION RECOVERY (1981)
 DV0551
 DV0551'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0551'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV0551'DYSART ROAD TO PERRYVILLE ROAD, THENCE NORTH 0.15 MI (0.24 KM) TO
 DV0551'THE MARK ON THE NORTHEAST CORNER OF PERRYVILLE ROAD AND WEST THOMAS
 DV0551'ROAD, 51.6 FT (15.73 M) EAST OF CENTERLINE OF PERRYVILLE ROAD, 59.0
 DV0551'FT (17.98 M) NORTH OF CENTERLINE OF THOMAS ROAD, 23.3 FT (7.10 M)
 DV0551'EAST OF THE EAST EDGE OF A NORTH-SOUTH CONCRETE IRRIGATION DITCH.  A
 DV0551'STANDARD CGS BRASS DISC ON THE SOUTHEAST CORNER OF A 4 FT
 DV0551'(1.22 M) SQUARE CONCRETE WELL BASE.
 DV0551
 DV0551                          STATION RECOVERY (2007)
 DV0551
 DV0551'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0551'THE WELLHEAD HAS BEEN CONSIDERABLY MODIFIED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1474 ***********************************************************************
 DA1474  DESIGNATION -  BROWNELL
 DA1474  PID         -  DA1474
 DA1474  STATE/COUNTY-  AZ/PIMA
 DA1474  USGS QUAD   -  MAISH VAYA (1990)
 DA1474
 DA1474                         *CURRENT SURVEY CONTROL
 DA1474  ___________________________________________________________________
 DA1474* NAD 83(1992)-  32 12 16.19403(N)    112 08 55.40082(W)     ADJUSTED  
 DA1474* NAVD 88     -      1089.9    (meters)    3576.     (feet)  VERTCON   
 DA1474  ___________________________________________________________________
 DA1474  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DA1474  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA1474  HORZ ORDER  -  SECOND
 DA1474
 DA1474.The horizontal coordinates were established by classical geodetic methods
 DA1474.and adjusted by the National Geodetic Survey in August 1993.
 DA1474
 DA1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1474
 DA1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1474
 DA1474.The geoid height was determined by GEOID03.
 DA1474
 DA1474;                    North         East     Units Scale Factor Converg.
 DA1474;SPC AZ C     -   133,564.901   191,483.290   MT  0.99990590   -0 07 25.2
 DA1474;SPC AZ C     -   438,205.06    628,226.02   iFT  0.99990590   -0 07 25.2
 DA1474;UTM  12      - 3,563,681.607   391,735.382   MT  0.99974455   -0 36 44.1
 DA1474
 DA1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1474!SPC AZ C     -   0.99983372  x   0.99990590  =   0.99973964
 DA1474!UTM  12      -   0.99983372  x   0.99974455  =   0.99957832
 DA1474
 DA1474|---------------------------------------------------------------------|
 DA1474| PID    Reference Object                     Distance      Geod. Az  |
 DA1474|                                                           dddmmss.s |
 DA1474| CH4432 BROWNELL RM 2                         4.969 METERS 01033     |
 DA1474| DA1472 KUG                                 APPROX.18.0 KM 1454127.8 |
 DA1474| DA1475 COVERED                             APPROX. 4.6 KM 1533818.0 |
 DA1474| CH4430 BROWNELL AZ MK                                     1612828.5 |
 DA1474| CH4431 BROWNELL RM 1                         5.386 METERS 32619     |
 DA1474|---------------------------------------------------------------------|
 DA1474
 DA1474                          SUPERSEDED SURVEY CONTROL
 DA1474
 DA1474  NAD 83(1986)-  32 12 16.18704(N)    112 08 55.40247(W) AD(       ) 2
 DA1474  NAD 27      -  32 12 15.93300(N)    112 08 52.90800(W) AD(       ) 2
 DA1474  NGVD 29 (07/19/86) 1089.2    (m)         3573.     (f) VERT ANG    3  
 DA1474
 DA1474.Superseded values are not recommended for survey control.
 DA1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1474.See file dsdata.txt to determine how the superseded data were derived.
 DA1474
 DA1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA9173563682(NAD 83)
 DA1474_MARKER: DS = TRIANGULATION STATION DISK
 DA1474_SETTING: 66 = SET IN ROCK OUTCROP
 DA1474_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1474
 DA1474  HISTORY     - Date     Condition        Report By
 DA1474  HISTORY     - 1936     MONUMENTED       CGS
 DA1474  HISTORY     - 1962     MARK NOT FOUND   CGS
 DA1474  HISTORY     - 1971     GOOD             NGS
 DA1474  HISTORY     - 1979     GOOD             AZDT
 DA1474
 DA1474                          STATION DESCRIPTION
 DA1474
 DA1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1474'ON THE PAPAGO INDIAN RESERVATION ABOUT 11 MILES SOUTHWEST OF
 DA1474'SANTA ROSA INDIAN VILLAGE AND ABOUT 3 MILES NORTH OF THE
 DA1474'INDIAN VILLAGE OF COVERED WELLS ON THE SELLS-AJO HIGHWAY.  ON
 DA1474'THE HIGHEST PEAK OF THE BROWNELL MOUNTAINS, AT THE SOUTHWEST
 DA1474'EXTREMITY OF A HIGH, ROLLING RIDGE WHICH RISES IN STEPS TO
 DA1474'THE PEAK, ON THE HIGH POINT OF THE SUMMIT AND IN ITS APPROXIMATE
 DA1474'CENTER.  MARKED BY A STANDARD BRONZE DISK.
 DA1474'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA1474'IS IN LEDGE AT NORTHWEST EDGE OF THE SUMMIT, 5.392
 DA1474'METERS (17.69 FEET) FROM STATION N 33 DEG 45 MIN W.
 DA1474'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1474'IS IN THE LEDGE AT NORTH EDGE OF THE SUMMIT, 4.965
 DA1474'METERS (16.29 FEET) FROM STATION.
 DA1474'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1474'IS AT THE VILLAGE OF COVERED WELLS, 0.3 MILE WEST
 DA1474'ALONG THE HIGHWAY FROM THE JUNCTION OF THE CASA-GRANDE ROAD,
 DA1474'50 YARDS WEST OF THE SOUTHWEST CORNER OF THE RIO GRANDE
 DA1474'SERVICE STATION AND STORE, 30 FEET NORTH OF THE CENTER OF
 DA1474'THE HIGHWAY AND ABOUT 2 MILES FROM STATION S 18
 DA1474'DEG 32 MIN E.
 DA1474
 DA1474                          STATION RECOVERY (1962)
 DA1474
 DA1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DWM)
 DA1474'AZIMUTH MARK FOUND LYING ALONGSIDE ROAD.  THE DISK WAS REMOVED
 DA1474'AND FORWARDED TO WASHINGTON.  NO ATTEMPT WAS MADE TO RECOVER THE
 DA1474'STATION OR REFERENCE MARK.
 DA1474
 DA1474                          STATION RECOVERY (1971)
 DA1474
 DA1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DA1474'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DA1474'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE RECOVERED.
 DA1474'STATION COVERED 1936 WILL SERVE FOR AN AZIMUTH MARK.  IT IS 1.05
 DA1474'MILE WEST ALONG ARIZONA HIGHWAY 86 FROM QUIJOTA POST ON THE
 DA1474'NORTH SIDE OF THE HIGHWAY.
 DA1474'
 DA1474'TO REACH THE STATION FROM QUIJOTA POST GO WEST ALONG HIGHWAY
 DA1474'86 FOR 3.1 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT PASSING
 DA1474'THROUGH A GATE AND FOLLOW THE MAIN TRACK ROAD FOR 1.8 MILES TO
 DA1474'A SIDE ROAD RIGHT AT A SHARP LEFT TURN IN THE MAIN ROAD.  TURN
 DA1474'RIGHT AND GO EAST ALONG A TRACK ROAD FOR 0.1 MILE TO A SMALL
 DA1474'CLEARING JUST BEFORE REACHING A WASH.  PACK EAST ALONG THE
 DA1474'RIDGES TO THE TOP OF THE HIGHEST MOUNTAIN AND THE STATION.
 DA1474'THIS IS ABOUT 1-1/2 MILE PACK.
 DA1474'
 DA1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DA1474'NORTH OF COVERED WELLS
 DA1474
 DA1474                          STATION RECOVERY (1979)
 DA1474
 DA1474'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1474'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND TRIANGULATION STATION
 DA1474'COVERED WHICH SERVES FOR AN AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0366 ***********************************************************************
 CF0366  DESIGNATION -  BROWNS
 CF0366  PID         -  CF0366
 CF0366  STATE/COUNTY-  AZ/COCHISE
 CF0366  USGS QUAD   -  TURQUOISE MOUNTAIN (1985)
 CF0366
 CF0366                         *CURRENT SURVEY CONTROL
 CF0366  ___________________________________________________________________
 CF0366* NAD 83(1992)-  31 45 24.50229(N)    109 49 13.35035(W)     ADJUSTED  
 CF0366* NAVD 88     -      1782.0    (meters)    5846.     (feet)  VERTCON   
 CF0366  ___________________________________________________________________
 CF0366  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CF0366  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0366  HORZ ORDER  -  SECOND
 CF0366
 CF0366.The horizontal coordinates were established by classical geodetic methods
 CF0366.and adjusted by the National Geodetic Survey in August 1993.
 CF0366
 CF0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0366
 CF0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0366
 CF0366.The geoid height was determined by GEOID03.
 CF0366
 CF0366;                    North         East     Units Scale Factor Converg.
 CF0366;SPC AZ E     -    83,955.428   246,165.062   MT  0.99991327   +0 10 56.1
 CF0366;SPC AZ E     -   275,444.32    807,628.16   iFT  0.99991327   +0 10 56.1
 CF0366;UTM  12      - 3,514,085.352   611,718.515   MT  0.99975393   +0 37 15.3
 CF0366
 CF0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0366!SPC AZ E     -   0.99972454  x   0.99991327  =   0.99963784
 CF0366!UTM  12      -   0.99972454  x   0.99975393  =   0.99947854
 CF0366
 CF0366|---------------------------------------------------------------------|
 CF0366| PID    Reference Object                     Distance      Geod. Az  |
 CF0366|                                                           dddmmss.s |
 CF0366| CS5385 BROWNS RM 1                           9.061 METERS 02358     |
 CF0366| CS5386 BROWNS RM 2                           8.386 METERS 18720     |
 CF0366|---------------------------------------------------------------------|
 CF0366
 CF0366                          SUPERSEDED SURVEY CONTROL
 CF0366
 CF0366  NAD 83(1986)-  31 45 24.49660(N)    109 49 13.34213(W) AD(       ) 2
 CF0366  NGVD 29 (03/13/91) 1781.1    (m)         5843.     (f) VERT ANG    3  
 CF0366
 CF0366.Superseded values are not recommended for survey control.
 CF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0366.See file dsdata.txt to determine how the superseded data were derived.
 CF0366
 CF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1171914085(NAD 83)
 CF0366_MARKER: DS = TRIANGULATION STATION DISK
 CF0366_SETTING: 66 = SET IN ROCK OUTCROP
 CF0366_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CF0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0366+STABILITY: POSITION/ELEVATION WELL
 CF0366
 CF0366  HISTORY     - Date     Condition        Report By
 CF0366  HISTORY     - 1957     MONUMENTED       USGS
 CF0366  HISTORY     - 1982     GOOD             AZDT
 CF0366
 CF0366                          STATION DESCRIPTION
 CF0366
 CF0366'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0366'LOCATED ABOUT 14.2 MI ENE. OF TOMBSTONE, 8.5 MI NW. OF ELFRIDA
 CF0366'ON MIDDLE PEAK OF THREE PROMINENT PEAKS MAKING UP FIRST RANGE
 CF0366'OF HILLS E. OF SOUTH END OF DRAGON MTNS.  STATION IS ON HIGHEST
 CF0366'ONE OF THESE HILLS.
 CF0366'
 CF0366'TO REACH FROM GENERAL STORE IN GLEASON, DRIVE 1.2 MI E. ON
 CF0366'ELFRIDA RD. TO JCT. OF ELFRIDA-COURTLAND RD.  TURN LEFT ON
 CF0366'COURTLAND RD. 2.1 MI. TO TRACK RD. LEFT.  PROCEED ON TRACK
 CF0366'RD. 0.6 MI TO END OF RD. AT DESERTED MINE SHAFT.  PACK N.
 CF0366'ACROSS WASH THENCE WNW. TOWARD HIGHEST PEAK WITH SHALE SIDES
 CF0366'IN EVIDENCE.  STATION IS ON HIGHEST POINT OF THIS PEAK.  ABOUT
 CF0366'A 1 1-2 HOUR CLIMB.
 CF0366'
 CF0366'STATION MARK STANDARD BRONZE TABLET STAMPED---BROWNS 1957---
 CF0366'CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP.
 CF0366'
 CF0366'RM 1 IS A STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED
 CF0366'IN DRILL HOLE IN SOLID ROCK OUTCROP.
 CF0366'
 CF0366'RM 2 IS A STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED
 CF0366'IN DRILL HOLE IN ROCK OUTCROP.
 CF0366
 CF0366                          STATION RECOVERY (1982)
 CF0366
 CF0366'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0366'THE STATION IS LOCATED ABOUT 14.2 MILES EAST NORTHEAST OF TOMBSTONE
 CF0366'AND 8.5 MILES NORTHWEST OF ELFRIDA, ARIZONA, ON THE MIDDLE OF THREE
 CF0366'PROMINENT PEAKS.
 CF0366'
 CF0366'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CF0366'DESCRIBED IN 1957.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0366'
 CF0366'FROM THE POST OFFICE IN WILLCOX AT THE CORNER OF GRANT AND CURTIS
 CF0366'STREETS TRAVEL SOUTH ON GRANT ST FOR 0.10 MILE TO HASKELL ST, TURN
 CF0366'LEFT AND TRAVEL 0.05 MILE TO THE INTERSECTION OF MALEY ST AND S.R.186,
 CF0366'TURN RIGHT AT THIS INTERSECTION AND TRAVEL SOUTH AND EASTERLY ON S.R.
 CF0366'186 FOR 5.95 MILES TO THE KANSAS SETTLEMENT ROAD, TURN RIGHT AND
 CF0366'TRAVEL SOUTH FOR 19.77 MILES UNTIL REACHING THE INTERSECTION OF US 666
 CF0366'TURN LEFT, TRAVEL SOUTH FOR 13.35 MILES TO COURTLAND ROAD AT MP 29.5
 CF0366'TURN RIGHT AND TRAVEL WEST FOR 7.85 MILES TO A  Y  INTERSECTION,
 CF0366'BEAR RIGHT AND TRAVEL NORTH ON LIGHT DUTY DIRT ROAD FOR 2.35 MILES
 CF0366'GOING TOWARDS PEARCE UNTIL YOU REACH AN UNIMPROVED DIRT ROAD ON THE
 CF0366'LEFT.  TRAVEL WEST FOR 0.9 MILE PASSING THROUGH A GATE UNTIL REACHING
 CF0366'A FORK AND A FENCE CORNER.  BEAR RIGHT ON MAIN TRAVELED ROAD FOR 0.8
 CF0366'MILE TO A FORK, BEAR LEFT ON MAIN TRAVELED DIRT ROAD FOR 0.35 MILE
 CF0366'CROSSING A DRY RIVER BED TO A FORK, BEAR LEFT ON A TRACK RD CROSSING
 CF0366'A DRY CREEK BED.  CONTINUE ON TRACK ROAD ASCENDING UP THE MOUNTAIN FOR
 CF0366'1.15 MILES GOING THROUGH SEVERAL SWITCH BACKS AND GOING AROUND THE
 CF0366'MOUNTAIN TO A SADDLE AND END OF TRUCK TRAVEL.  STATION IS SOUTHEAST OF
 CF0366'ETT AT THE HIGHEST POINT.  ABOUT A 30 MINUTE PACK.  4X4 REQUIRED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2017 ***********************************************************************
 DU2017  DESIGNATION -  BRUSH
 DU2017  PID         -  DU2017
 DU2017  STATE/COUNTY-  AZ/GILA
 DU2017  USGS QUAD   -  ROCK HOUSE (1986)
 DU2017
 DU2017                         *CURRENT SURVEY CONTROL
 DU2017  ___________________________________________________________________
 DU2017* NAD 83(1992)-  33 55 43.82395(N)    110 49 55.35524(W)     ADJUSTED  
 DU2017* NAVD 88     -      1958.9    (meters)    6427.     (feet)  VERTCON   
 DU2017  ___________________________________________________________________
 DU2017  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DU2017  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DU2017  HORZ ORDER  -  FIRST
 DU2017
 DU2017.The horizontal coordinates were established by classical geodetic methods
 DU2017.and adjusted by the National Geodetic Survey in August 1993.
 DU2017
 DU2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2017
 DU2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2017
 DU2017.The geoid height was determined by GEOID03.
 DU2017
 DU2017;                    North         East     Units Scale Factor Converg.
 DU2017;SPC AZ E     -   324,960.824   151,843.755   MT  0.99994664   -0 22 17.0
 DU2017;SPC AZ E     - 1,066,144.44    498,175.05   iFT  0.99994664   -0 22 17.0
 DU2017;UTM  12      - 3,754,278.642   515,523.384   MT  0.99960297   +0 05 37.5
 DU2017
 DU2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2017!SPC AZ E     -   0.99969661  x   0.99994664  =   0.99964326
 DU2017!UTM  12      -   0.99969661  x   0.99960297  =   0.99929970
 DU2017
 DU2017|---------------------------------------------------------------------|
 DU2017| PID    Reference Object                     Distance      Geod. Az  |
 DU2017|                                                           dddmmss.s |
 DU2017| CD1693 BRUSH RM 2                            5.033 METERS 00347     |
 DU2017| CD1691 BRUSH AZ MK                                        0673830.5 |
 DU2017| CD1692 BRUSH RM 1                            4.561 METERS 07348     |
 DU2017|---------------------------------------------------------------------|
 DU2017
 DU2017                          SUPERSEDED SURVEY CONTROL
 DU2017
 DU2017  NAD 83(1986)-  33 55 43.81976(N)    110 49 55.35937(W) AD(       ) 1
 DU2017  NAD 27      -  33 55 43.64400(N)    110 49 52.93400(W) AD(       ) 1
 DU2017  NGVD 29 (07/19/86) 1958.1    (m)         6424.     (f) VERT ANG    3  
 DU2017
 DU2017.Superseded values are not recommended for survey control.
 DU2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2017.See file dsdata.txt to determine how the superseded data were derived.
 DU2017
 DU2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1552354279(NAD 83)
 DU2017_MARKER: DS = TRIANGULATION STATION DISK
 DU2017_SETTING: 80 = SET IN A BOULDER
 DU2017_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2017
 DU2017  HISTORY     - Date     Condition        Report By
 DU2017  HISTORY     - 1938     MONUMENTED       CGS
 DU2017  HISTORY     - 1948     GOOD             USGS
 DU2017  HISTORY     - 1958     GOOD             CGS
 DU2017
 DU2017                          STATION DESCRIPTION
 DU2017
 DU2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2017'STATION IS ABOUT 12 MILES SE OF YOUNG, ON A LOW BRUSH-COVERED
 DU2017'HILL ABOUT 1-1/2 MILES W OF ROCK HOUSE, AND ABOUT 1-1/2 MILES
 DU2017'SE OF CASTLE PEAK.  THIS IS HIGHEST OF A GROUP OF SMALL HILLS IN
 DU2017'THIS VICINITY.
 DU2017'
 DU2017'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DU2017'IN BOULDERS.
 DU2017'
 DU2017'STATION IS REACHED FROM YOUNG POST OFFICE BY GOING N ON HEBER
 DU2017'HIGHWAY, 10.8 MILES TO A CATTLE GUARD AND FORK.  THIS POINT IS
 DU2017'37.6 MILES S OF HEBER.  TAKE R FORK AND FOLLOW MAIN-TRAVELED
 DU2017'ROAD 5.8 MILES TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE
 DU2017'ON MAIN-TRAVELED ROAD 2.7 MILES TO Q RANCH.  TAKE R FORK 0.3 MILE
 DU2017'W OF Q RANCH AND FOLLOW MAIN-TRAVELED ROAD 11.0 MILES TO ROCK
 DU2017'HOUSE.  STATION IS VISIBLE FROM ROCK HOUSE AT 241 DEG MAGNETIC,
 DU2017'AND TRUCK CAN BE DRIVEN TO BASE OF HILL.  FROM BOARD GATE 0.1
 DU2017'MILE W OF ROCK HOUSE GO SW ALONG NW SIDE OF WIRE FENCE FOR A
 DU2017'SHORT DISTANCE, THEN BEAR R TO TOP OF RIDGE AND PICK WAY THRU
 DU2017'SMALL TIMBER TOWARD HILL.  IT IS A DISTANCE OF 2.1 MILES.
 DU2017'
 DU2017'AZIMUTH MARK IS 164.7 FEET NE BY E OF STATION.
 DU2017
 DU2017                          STATION RECOVERY (1948)
 DU2017
 DU2017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2017'RECOVERED AS DESCRIBED BY NGS.
 DU2017
 DU2017                          STATION RECOVERY (1958)
 DU2017
 DU2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAS)
 DU2017'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DU2017'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DU2017'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DU2017'
 DU2017'THE STATION IS LOCATED ON THE SUMMIT OF A ROCKY, BRUSH-COVERED
 DU2017'HILL ABOUT 23 MILES NORTHWEST OF SENECA, 22 MILES SOUTHWEST OF
 DU2017'CIBECUE, 20 MILES SOUTHEAST OF YOUNG AND 2 MILES WEST OF THE
 DU2017'ROCK HOUSE RANCH.  THE MARK IS A STANDARD DISK, STAMPED BRUSH
 DU2017'1938, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
 DU2017'THE MARK PROJECTS 4 INCHES.
 DU2017'
 DU2017'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A CAIRN.  IT IS A
 DU2017'STANDARD DISK, STAMPED BRUSH NO 1 1938, CEMENTED IN A DRILL
 DU2017'HOLE IN A LARGE BOULDER.  THE MARK
 DU2017'PROJECTS 3 INCHES.
 DU2017'
 DU2017'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A CAIRN AND ABOUT
 DU2017'1 FOOT LOWER IN ELEVATION THAN THE STATION.  IT IS A STANDARD
 DU2017'DISK, STAMPED BRUSH NO 2 1938, CEMENTED IN A DRILL HOLE IN A
 DU2017'LARGE BOULDER.  THE MARK PROJECTS 4
 DU2017'INCHES.
 DU2017'
 DU2017'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST EDGE OF THE HILL
 DU2017'AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 DU2017'IS A STANDARD DISK, STAMPED BRUSH 1938, CEMENTED IN A DRILL HOLE
 DU2017'IN A LARGE BOULDER.  THE MARK PROJECTS
 DU2017'3 INCHES.
 DU2017'
 DU2017'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF YOUNG, GO
 DU2017'NORTH AND EAST ON THE HEBER-YOUNG ROAD FOR 10.15 MILES TO A CATTLE
 DU2017'GUARD, FORK AND SIGN (ROCK HOUSE 19) TAKE RIGHT FORK AS PER
 DU2017'SIGN AND GO SOUTH ON BLADED ROAD FOR 3.45 MILES TO A FORK AND SIGN
 DU2017'(NAIL RANCH) TAKE RIGHT FORK AND CONTINUE SOUTH ON BLADED ROAD
 DU2017'FOR 0.65 MILE TO SOME HOUSES ON LEFT, CONTINUE SOUTH ON BLADED
 DU2017'ROAD FOR 1.2 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 DU2017'CONTINUE ON BLADED ROAD 0.65 MILE TO A FORK, TAKE LEFT FORK
 DU2017'AND CONTINUE ON BLADED ROAD FOR 2.05 MILES TO THE Q RANCH,
 DU2017'CONTINUE ON BLADED ROAD FOR 1.0 MILE TO A WIRE GATE, CONTINUE
 DU2017'SOUTH ON BLADED ROAD FOR 1.15 MILES TO A TRACK ROAD RIGHT
 DU2017'AND SIGN (ROCK HOUSE 7) KEEP LEFT AS PER SIGN AND CONTINUE ON
 DU2017'BLADED ROAD 1.05 MILES TO A CATTLE GUARD AT TOP OF HILL,
 DU2017'CONTINUE ON BLADED ROAD FOR 1.6 MILES TO A FORK, TAKE RIGHT
 DU2017'FORK FOR 1.5 MILES TO A POLE CORRAL, CONTINUE SOUTH ON BLADED
 DU2017'ROAD FOR 2.5 MILES TO THE AMERICAN FIBER CORP. MINE,
 DU2017'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE RIGHT
 DU2017'FORK UPHILL FOR 1.2 MILES TO A FORK, TAKE RIGHT FORK FOR 0.3
 DU2017'MILE TO A FORK, TAKE RIGHT FORK FOR 0.4 MILE TO A CATTLE
 DU2017'GUARD, CONTINUE ON BLADED ROAD FOR 0.2 MILE TO ANOTHER CATTLE
 DU2017'GUARD.  HERE, TURN RIGHT AND GO CROSS-COUNTRY THROUGH HEAVY
 DU2017'BRUSH FOR 1.5 MILES TO THE END OF TRUCK TRAVEL, THEN PACK
 DU2017'WESTERLY UP STEEP, BRUSHY SLOPE FOR 1 HOUR TO THE HIGHEST
 DU2017'POINT AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0999 ***********************************************************************
 ET0999  DESIGNATION -  BRUSHY MOUNTAIN
 ET0999  PID         -  ET0999
 ET0999  STATE/COUNTY-  AZ/YAVAPAI
 ET0999  USGS QUAD   -  MARTIN MOUNTAIN (1986)
 ET0999
 ET0999                         *CURRENT SURVEY CONTROL
 ET0999  ___________________________________________________________________
 ET0999* NAD 83(1992)-  34 33 09.60266(N)    112 45 17.27063(W)     ADJUSTED  
 ET0999* NAVD 88     -      1887.3    (meters)    6192.     (feet)  VERTCON   
 ET0999  ___________________________________________________________________
 ET0999  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 ET0999  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 ET0999  HORZ ORDER  -  THIRD
 ET0999
 ET0999.The horizontal coordinates were established by classical geodetic methods
 ET0999.and adjusted by the National Geodetic Survey in August 1993.
 ET0999
 ET0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0999
 ET0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0999
 ET0999.The geoid height was determined by GEOID03.
 ET0999
 ET0999;                    North         East     Units Scale Factor Converg.
 ET0999;SPC AZ C     -   394,272.766   136,441.235   MT  0.99997290   -0 28 31.4
 ET0999;SPC AZ C     - 1,293,545.82    447,641.85   iFT  0.99997290   -0 28 31.4
 ET0999;UTM  12      - 3,824,836.027   338,996.230   MT  0.99991952   -0 59 43.7
 ET0999
 ET0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0999!SPC AZ C     -   0.99970811  x   0.99997290  =   0.99968102
 ET0999!UTM  12      -   0.99970811  x   0.99991952  =   0.99962765
 ET0999
 ET0999|---------------------------------------------------------------------|
 ET0999| PID    Reference Object                     Distance      Geod. Az  |
 ET0999|                                                           dddmmss.s |
 ET0999| CH2802 BRUSHY MOUNTAIN RM 1                  3.819 METERS 05939     |
 ET0999| ET1000 MARTIN                              APPROX. 3.7 KM 2071933.3 |
 ET0999| CH2803 BRUSHY MOUNTAIN RM 2                  4.250 METERS 32947     |
 ET0999|---------------------------------------------------------------------|
 ET0999
 ET0999                          SUPERSEDED SURVEY CONTROL
 ET0999
 ET0999  NAD 83(1986)-  34 33 09.60125(N)    112 45 17.27309(W) AD(       ) 3
 ET0999  NAD 27      -  34 33 09.51326(N)    112 45 14.62833(W) AD(       ) 3
 ET0999  NGVD 29 (07/19/86) 1886.4    (m)         6189.     (f) VERT ANG    3  
 ET0999
 ET0999.Superseded values are not recommended for survey control.
 ET0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0999.See file dsdata.txt to determine how the superseded data were derived.
 ET0999
 ET0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3899624836(NAD 83)
 ET0999_MARKER: DD = SURVEY DISK
 ET0999_SETTING: 66 = SET IN ROCK OUTCROP
 ET0999_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET0999
 ET0999  HISTORY     - Date     Condition        Report By
 ET0999  HISTORY     - 1935     MONUMENTED       USFS
 ET0999  HISTORY     - 1969     GOOD             USGS
 ET0999
 ET0999                          STATION DESCRIPTION
 ET0999
 ET0999'DESCRIBED BY US FOREST SERVICE 1935
 ET0999'STATION IS ON THE HIGHEST POINT OF PROMINENT MOUNTAIN KNOWN
 ET0999'LOCALLY AS BRUSHY MOUNTAIN.  APPROXIMATELY 16 MILES AIR LINE
 ET0999'DUE W OF PRESCOTT, ARIZONA (MARTIN MOUNTAIN WHICH IS LONGER AND
 ET0999'HIGHER IS SOUTHWESTERLY APPROXIMATELY 2 MILES).
 ET0999'
 ET0999'STATION MARK IS A STANDARD U.S.F.S. TABLET IN BEDROCK STAMPED
 ET0999'BRUSHY MT. 1935.
 ET0999'
 ET0999'TO REACH STATION FROM PRESCOTT, TAKE SKULL VALLEY ROAD W
 ET0999'19.5 MILES, THENCE TURN N KEEPING TO THE MAIN-TRAVELLED ROAD
 ET0999'FOR 1-1/2 MILES TO RANCHHOUSE, THENCE TAKE ROAD SW ACROSS
 ET0999'A WIDE SANDY WASH.  CONTINUE ON THIS ROAD APPROXIMATELY 3
 ET0999'MILES TO BROOKS HOMESTEAD AND END OF ROAD, THENCE ABOUT A
 ET0999'1-HOUR CLIMB TO HIGHEST POINT OF MOUNTAIN AND STATION.
 ET0999'
 ET0999'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 6-FOOT
 ET0999'ROCK CAIRN.
 ET0999
 ET0999                          STATION RECOVERY (1969)
 ET0999
 ET0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0999'REACHED BY HELICOPTER.  CAN LAND AT STATION SITE.
 ET0999'
 ET0999'STATION MARK--A STANDARD USFS TABLET STAMPED BRUSHY MT 1935 CEMENTED
 ET0999'IN DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 ET0999'
 ET0999'REFERENCE MARK NO. 1--A USGS TABLET STAMPED NO 1 1969 CEMENTED IN
 ET0999'DRILL HOLE IN GRANITE OUTCROP, 1.4 FT. BELOW STATION MARK.
 ET0999'
 ET0999'REFERENCE MARK NO. 2--A USGS TABLET STAMPED NO 2 1969 CEMENTED IN
 ET0999'DRILL HOLE IN GRANITE OUTCROP, 1.0 FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0778 ***********************************************************************
 DT0778  DESIGNATION -  BRYCE
 DT0778  PID         -  DT0778
 DT0778  STATE/COUNTY-  AZ/GRAHAM
 DT0778  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0778
 DT0778                         *CURRENT SURVEY CONTROL
 DT0778  ___________________________________________________________________
 DT0778* NAD 83(1992)-  33 01 11.74270(N)    109 40 20.88678(W)     ADJUSTED  
 DT0778* NAVD 88     -      2225.6    (meters)    7302.     (feet)  VERTCON   
 DT0778  ___________________________________________________________________
 DT0778  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 DT0778  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DT0778  HORZ ORDER  -  FIRST
 DT0778
 DT0778.The horizontal coordinates were established by classical geodetic methods
 DT0778.and adjusted by the National Geodetic Survey in August 1993.
 DT0778
 DT0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0778
 DT0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0778
 DT0778.The geoid height was determined by GEOID03.
 DT0778
 DT0778;                    North         East     Units Scale Factor Converg.
 DT0778;SPC AZ E     -   224,069.993   259,529.634   MT  0.99992627   +0 16 09.5
 DT0778;SPC AZ E     -   735,137.77    851,475.18   iFT  0.99992627   +0 16 09.5
 DT0778;UTM  12      - 3,654,279.050   623,989.112   MT  0.99978955   +0 43 24.6
 DT0778
 DT0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0778!SPC AZ E     -   0.99965477  x   0.99992627  =   0.99958107
 DT0778!UTM  12      -   0.99965477  x   0.99978955  =   0.99944440
 DT0778
 DT0778|---------------------------------------------------------------------|
 DT0778| PID    Reference Object                     Distance      Geod. Az  |
 DT0778|                                                           dddmmss.s |
 DT0778| CD1702 BRYCE RM 2                            7.282 METERS 04057     |
 DT0778| DT0777 HIGHEST PEAK                        APPROX.14.8 KM 0834535.8 |
 DT0778| CY1222 WEBBER PEAK TARGET                  APPROX. 9.1 KM 1530343.0 |
 DT0778| CY1221 SAFFORD WATER TANK                  APPROX.21.5 KM 1893902.3 |
 DT0778| CD1700 BRYCE AZ MK                                        2593000.7 |
 DT0778| CD1701 BRYCE RM 1                           14.377 METERS 32729     |
 DT0778|---------------------------------------------------------------------|
 DT0778
 DT0778                          SUPERSEDED SURVEY CONTROL
 DT0778
 DT0778  NAD 83(1986)-  33 01 11.73797(N)    109 40 20.88601(W) AD(       ) 1
 DT0778  NAD 27      -  33 01 11.51900(N)    109 40 18.58900(W) AD(       ) 1
 DT0778  NGVD 29 (07/19/86) 2224.9    (m)         7300.     (f) VERT ANG    3  
 DT0778
 DT0778.Superseded values are not recommended for survey control.
 DT0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0778.See file dsdata.txt to determine how the superseded data were derived.
 DT0778
 DT0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2398954279(NAD 83)
 DT0778_MARKER: DD = SURVEY DISK
 DT0778_SETTING: 66 = SET IN ROCK OUTCROP
 DT0778
 DT0778  HISTORY     - Date     Condition        Report By
 DT0778  HISTORY     - 1934     MONUMENTED       USGS
 DT0778  HISTORY     - 1945     GOOD             CGS
 DT0778  HISTORY     - 1960     GOOD             CGS
 DT0778  HISTORY     - 1972     GOOD             AZHD
 DT0778
 DT0778                          STATION DESCRIPTION
 DT0778
 DT0778'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DT0778'STATION IS ABOUT 12 MILES (AIR LINE) N OF SAFFORD.  IT IS
 DT0778'LOCATED ON A SHARP PROMINENT PEAK IN THE GILA MOUNTAIN RANGE.
 DT0778'
 DT0778'STATION IS BEST REACHED FROM SAFFORD BY GOING NW ON U.S.
 DT0778'HIGHWAY 70 TO PIMA.  FROM HERE TAKE THE INDIAN HOT SPRINGS
 DT0778'ROAD N FOR 2.5 MILES TO THE BRYCE SCHOOL.  TAKE THE RIGHT
 DT0778'FORK AND GO 11.5 MILES TO A WATER TANK.  THIS IS END OF TRUCK
 DT0778'TRAVEL.  FROM HERE FOLLOW DIM ROCKY TRAIL UP S CANYON TO SADDLE.
 DT0778'THEN THE BEST WAY IS TO GO ALMOST DUE E TO THE BASE OF A
 DT0778'SHARP PEAK OR CLIFF.  THERE IS A BROKEN SPOT IN THE ROCK WALL
 DT0778'THROUGH WHICH TO CLIMB UP TO THE TOP AND STATION.  A TRAIL
 DT0778'LEADS UP TO THE STATION FROM THE TRUCK BUT IT IS VERY DIM
 DT0778'AND HARD TO FOLLOW.  IT IS ABOUT A 2-1/2-TO A 3-HOUR PACK.
 DT0778'
 DT0778'THERE IS A G.L.O. MARK NEAR THE STATION BUT IT COULD NOT BE
 DT0778'CUT IN.
 DT0778'
 DT0778'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET
 DT0778'IN A DRILL HOLE IN ROCK.
 DT0778'
 DT0778'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN DRILL HOLES
 DT0778'IN OUTCROPPING BEDROCK.
 DT0778
 DT0778                          STATION RECOVERY (1945)
 DT0778
 DT0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0778'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 DT0778'AN AZIMUTH MARK HAS BEEN SET FOR THE STATION.
 DT0778'
 DT0778'THE STATION IS LOCATED ABOUT 12 MILES N OF SAFFORD, ON A SHARP
 DT0778'PROMINENT PEAK IN THE GILA MOUNTAIN RANGE.  IT IS EASILY
 DT0778'SEEN FROM SAFFORD AND IS THE W AND SHARPER OF THE TWO PEAKS.
 DT0778'
 DT0778'TO REACH STATION FROM SAFFORD, TAKE U.S. HIGHWAY 70 W TO PIMA,
 DT0778'FROM THE PIMA FIRE DEPARTMENT GO N ON U.S. HIGHWAY 70 FOR
 DT0778'0.1 MILE, LEAVE THE HIGHWAY AS IT TURNS W AND CONTINUE STRAIGHT
 DT0778'AHEAD ON THE GRAVEL ROAD ACROSS THE GILA RIVER AND CONTINUE
 DT0778'TO THE BRYCE PUBLIC SCHOOL ON THE LEFT.  CONTINUE AHEAD FOR
 DT0778'0.1 MILE TO A ROAD LEADING TO THE RIGHT THROUGH A CATTLE GUARD.
 DT0778'TURN RIGHT THROUGH THE CATTLE GUARD, TAKE THE MIDDLE ROAD
 DT0778'AND CONTINUE FOR 0.2 MILE TO A DIM FORK.  KEEP STRAIGHT AHEAD
 DT0778'ON THE RIGHT FORK FOR A FEW YARDS, THEN THE LEFT FORK 0.05
 DT0778'MILE TO A FORK, THEN THE LEFT FORK FOR 0.1 MILE TO A DIRT DAM.
 DT0778'PASS OVER THE DAM AND CONTINUE FOR 0.1 MILE TO A CATTLE
 DT0778'GUARD, CONTINUE ON THE TRAIL ROAD FOR 0.7 MILE INTO A WASH,
 DT0778'CONTINUE THROUGH THE WASH AND STRAIGHT AHEAD ON THE TRAIL
 DT0778'ROAD FOR 3.4 MILES TO BENCH MARK T-153 ON THE LEFT SIDE
 DT0778'OF THE ROAD, CONTINUE STRAIGHT AHEAD ON THE TRAIL ROAD FOR
 DT0778'3.5 MILES TO THE NW CORNER OF A LARGE DIRT TANK.  CROSS
 DT0778'THE SPILLWAY AND TURN SHARP RIGHT ON THE TRAIL ROAD AND
 DT0778'CONTINUE N FOR 2.8 MILES TO THE END OF TRUCK TRAVEL AT A
 DT0778'CORRAL.  THE AZIMUTH MARK IS SET HERE IN A BLOCK OF
 DT0778'CONCRETE THAT HAS FOUR BOLTS PROJECTING FROM IT, IT
 DT0778'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  CONCRETE BLOCK IS
 DT0778'ABOUT 24 INCHES SQUARE.  FROM HERE THE PEAK CAN BE SEEN AS A
 DT0778'HIGH SHARP PEAK DIRECTLY UP THE CANYON TO THE ENE.  PACK
 DT0778'UP THE CANYON TOWARD THE PEAK AND BEAR LEFT OUT OF THE
 DT0778'CANYON TO THE FIRST SADDLE, CONTINUE TOWARD THE PEAK
 DT0778'BEARING LEFT FROM THE EDGE OF THE CANYON UNTIL MEETING A
 DT0778'WELL ESTABLISHED TRAIL LEADING UP TOWARD THE PEAK, CONTINUE
 DT0778'ON THE TRAIL AS IT WINDS UP TOWARD THE PEAK COMING TO A PLACE
 DT0778'WHERE IT FOLLOWS ALONG THE INDIAN RESERVATION BOUNDARY FENCE.
 DT0778'AS THE TRAIL LEADS ALONG THE FENCE THE PEAK CAN BE SEEN DIRECTLY
 DT0778'AHEAD ABOUT 1/2 MILE DISTANT AND A SADDLE CAN BE SEEN ACROSS
 DT0778'THE FENCE AND TO THE LEFT OF THE PEAK.  CROSS THE FENCE AND
 DT0778'BEAR LEFT ALONG THE BASE OF THE PEAK TO THE SADDLE, THENCE
 DT0778'TO THE RIGHT UP TO THE PEAK AND THE STATION.
 DT0778'
 DT0778'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET
 DT0778'IN BEDROCK.  THE ELEVATION HAS NOT BEEN STAMPED BUT THE DATE
 DT0778'IS THE ONLY MARKING ON THE DISK.  IT IS STAMPED 1900.  IT IS
 DT0778'NOT ON THE HIGHEST POINT, THERE BEING TWO DISTINCT HIGH
 DT0778'BOULDERS THAT ARE HIGHER THAN THE MARK.  THE STATION IS 47
 DT0778'FEET SE OF THE HIGHEST POINT AND 4 FEET LOWER.  16 FEET SE
 DT0778'OF THE OTHER HIGH BOULDER AND ABOUT 3-1/2 FEET LOWER.
 DT0778'
 DT0778'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DT0778'THAT FORMS THE HIGHEST POINT ON THE PEAK.  IT IS NW OF THE
 DT0778'STATION, ABOUT 4 FEET HIGHER, AND IS STAMPED BRYCE NO 1 1934.
 DT0778'
 DT0778'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER.
 DT0778'IT IS NE OF THE STATION, ABOUT 5 FEET LOWER, AND IS STAMPED
 DT0778'BRYCE NO 2 1934.
 DT0778'
 DT0778'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BLOCK OF
 DT0778'CONCRETE ABOUT 24 INCHES SQUARE AND IS STAMPED BRYCE USGS 1945.
 DT0778'IT IS ABOUT 1-1/2 MILES WSW OF THE STATION, 40 FEET N OF AN
 DT0778'OLD FENCE CORNER, AND 46 INCHES ENE OF A WITNESS POST.  IT
 DT0778'IS REACHED AS SHOWN IN THE DESCRIPTION.
 DT0778
 DT0778                          STATION RECOVERY (1960)
 DT0778
 DT0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0778'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DT0778'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DT0778'A DIFFERENCE IN THE HORIZONTAL ANGLE TO THE AZIMUTH MARK
 DT0778'WAS FOUND.  DUE TO ROAD CHANGES A DIFFERENT ROUTE TO THE
 DT0778'STATION WAS USED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DT0778'
 DT0778'THE STATION IS ABOUT 13 MILES NORTH OF SAFFORD AND ABOUT 10
 DT0778'MILES NORTHEAST OF PIMA ON THE SUMMIT OF BRYCE MTN.
 DT0778'
 DT0778'TO REACH THE STATION FROM THE POST OFFICE AT PIMA GO EAST ON
 DT0778'U.S. HIGHWAY 70 FOR 0.05 MILE TO THE MAIN STREET, TURN LEFT
 DT0778'AND GO NORTH ON THE MACADAM ROAD FOR 2.2 MILES TO A TRACK
 DT0778'ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTHEAST, PASSING
 DT0778'TO THE LEFT OF A CORRAL, FOR 0.35 MILE TO AN IRRIGATION DITCH,
 DT0778'CROSS IRRIGATION DITCH AND CONTINUE NORTHEAST 0.2 MILE TO A
 DT0778'GATE AND THE REMAINS OF AN OLD BROKEN CATTLE GUARD.  PASS
 DT0778'THRU GATE AND GO NORTHEAST ON THE MAIN ROAD FOR 1.2 MILES
 DT0778'TO A FORK, KEEP LEFT FORK STRAIGHT AHEAD FOR 3.2 MILES TO
 DT0778'A REVERSE Y.  CONTINUE NORTHEAST ON THE MAIN ROAD FOR 1.9
 DT0778'MILES TO A FORK, KEEP RIGHT FORK FOR 0.9 MILE TO AN EARTH
 DT0778'TANK ON THE RIGHT.  CONTINUE NORTHEAST ON THE MAIN ROAD
 DT0778'FOR 2.6 MILES TO A FORK, TAKE LEFT FORK NORTH FOR 0.05
 DT0778'MILE TO A CORRAL AND THE AZIMUTH MARK ON THE NORTH SIDE
 DT0778'OF THE CORRAL.  THIS WAS THE END OF TRUCK TRAVEL.  FROM HERE
 DT0778'HORSES WERE RIDDEN NORTH ON AN OLD WASHED OUT ROAD THAT
 DT0778'CROSSES A DRY WASH SEVERAL TIMES FOR A DISTANCE OF ABOUT
 DT0778'A MILE TO A CONCRETE WATER TANK.  FROM HERE FOLLOW THE TRAIL
 DT0778'EAST ALONG THE NORTH SIDE OF THE WASH FOR ABOUT A MILE TO A
 DT0778'SADDLE.  THEN THE TRAIL GOES NORTHEAST AND EAST FOR
 DT0778'ABOUT 1-1/2 MILES TO THE BASE OF THE PEAK AND THE END OF
 DT0778'HORSE TRAVEL.  FROM HERE PACK NORTHEAST ABOUT 20 MINUTES TO
 DT0778'THE STATION.
 DT0778'
 DT0778'THE STATION MARK, STAMPED 1900, IS A U.S. GEOLOGICAL SURVEY
 DT0778'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 DT0778'
 DT0778'REFERENCE MARK NO. 1, STAMPED BRYCE NO 1 1934, IS A STANDARD
 DT0778'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 DT0778'
 DT0778'REFERENCE MARK NO. 2, STAMPED BRYCE NO 2 1934, IS A STANDARD
 DT0778'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 5 FEET
 DT0778'BELOW STATION ELEVATION.
 DT0778'
 DT0778'THE AZIMUTH MARK, STAMPED BRYCE USGS 1945, IS A STANDARD
 DT0778'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE BLOCK ABOUT 2
 DT0778'FEET SQUARE THAT PROJECTS 2 INCHES.  IT IS 120 FEET NORTH
 DT0778'OF THE NORTHWEST CORNER OF THE CORRAL.
 DT0778
 DT0778                          STATION RECOVERY (1972)
 DT0778
 DT0778'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DT0778'GENERAL LOCATION REFER TO 1960 DESCRIPTION
 DT0778'
 DT0778'TO REACH REFER TO 1960 DESCRIPTION
 DT0778'
 DT0778'STATION MARK USGS STD. DISK STAMPED 1900
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0921 ***********************************************************************
 EU0921  DESIGNATION -  BUCK
 EU0921  PID         -  EU0921
 EU0921  STATE/COUNTY-  AZ/MOHAVE
 EU0921  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0921
 EU0921                         *CURRENT SURVEY CONTROL
 EU0921  ___________________________________________________________________
 EU0921* NAD 83(1992)-  34 41 59.88663(N)    114 10 26.65927(W)     ADJUSTED  
 EU0921* NAVD 88     -       631.7    (meters)    2073.     (feet)  VERTCON   
 EU0921  ___________________________________________________________________
 EU0921  EPOCH DATE  -        1991.35
 EU0921  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 EU0921  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 EU0921  HORZ ORDER  -  FIRST
 EU0921
 EU0921.The horizontal coordinates were established by classical geodetic methods
 EU0921.and adjusted by the National Geodetic Survey in June 1996.
 EU0921.The horizontal coordinates are valid at the epoch date displayed above.
 EU0921.The epoch date for horizontal control is a decimal equivalence
 EU0921.of Year/Month/Day.
 EU0921
 EU0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0921
 EU0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0921
 EU0921.The geoid height was determined by GEOID03.
 EU0921
 EU0921;                    North         East     Units Scale Factor Converg.
 EU0921;SPC AZ W     -   410,388.230   174,508.931   MT  0.99995193   -0 14 29.1
 EU0921;SPC AZ W     - 1,346,418.08    572,535.86   iFT  0.99995193   -0 14 29.1
 EU0921;UTM  11      - 3,843,407.197   758,845.546   MT  1.00042590   +1 36 34.7
 EU0921
 EU0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0921!SPC AZ W     -   0.99990559  x   0.99995193  =   0.99985752
 EU0921!UTM  11      -   0.99990559  x   1.00042590  =   1.00033145
 EU0921
 EU0921|---------------------------------------------------------------------|
 EU0921| PID    Reference Object                     Distance      Geod. Az  |
 EU0921|                                                           dddmmss.s |
 EU0921| CC5261 BUCK RM 1                             5.593 METERS 00957     |
 EU0921| EU0913 YUCCA AIRPORT WATER TANK            APPROX.20.4 KM 0110004.8 |
 EU0921| EU0904 LOS ANGELES PRESCOTT AWY BN 28      APPROX.11.2 KM 0240503.4 |
 EU0921| CC5262 BUCK RM 2                            11.416 METERS 17639     |
 EU0921| EU1050 NEEDLES MUNICIPAL AIRPORT BCN       APPROX.41.4 KM 2795800.0 |
 EU0921| EU0937 SPHINX TARGET                       APPROX.13.0 KM 3071219.6 |
 EU0921| CC5260 BUCK AZ MK                                         3241024.8 |
 EU0921| EU0938 ROCKY PEAK BLACK MTN RANGE          APPROX.18.2 KM 3371710.8 |
 EU0921|---------------------------------------------------------------------|
 EU0921
 EU0921                          SUPERSEDED SURVEY CONTROL
 EU0921
 EU0921  NAD 83(1992)-  34 41 59.88712(N)    114 10 26.66042(W) AD(       ) 1
 EU0921  NAD 83(1986)-  34 41 59.88874(N)    114 10 26.66862(W) AD(       ) 1
 EU0921  NAD 27      -  34 41 59.85700(N)    114 10 23.83800(W) AD(       ) 1
 EU0921  NGVD 29 (07/19/86)  631.0    (m)         2070.     (f) VERT ANG    3  
 EU0921
 EU0921.Superseded values are not recommended for survey control.
 EU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0921.See file dsdata.txt to determine how the superseded data were derived.
 EU0921
 EU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5884643407(NAD 83)
 EU0921_MARKER: DS = TRIANGULATION STATION DISK
 EU0921_SETTING: 66 = SET IN ROCK OUTCROP
 EU0921
 EU0921  HISTORY     - Date     Condition        Report By
 EU0921  HISTORY     - 1945     MONUMENTED       CGS
 EU0921  HISTORY     - 1948     GOOD             CGS
 EU0921
 EU0921                          STATION DESCRIPTION
 EU0921
 EU0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0921'STATION IS ABOUT 19 MILES E OF TOPOCK, 13 MILES S OF YUCCA, 3
 EU0921'MILES S OF THE YUCCA-TOPOCK ROAD, AND 1/2 MILE SE OF THE ABANDONED
 EU0921'IDEAL MINE.  IT IS ON A SHARP HILL THAT HAS TWO POINTS ON IT,
 EU0921'THE POINTS BEING SEPARATED BY A SLIGHT SADDLE.  A SMALLER AND
 EU0921'LOWER POINT LIES TO THE N AS THE RANGE BREAKS OFF INTO THE DESERT
 EU0921'TOWARD YUCCA.  STATION IS ON THE N ONE OF THE TWO POINTS WHICH
 EU0921'ARE OF ABOUT EQUAL HEIGHT.
 EU0921'
 EU0921'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 EU0921'ABOUT 2 FEET LOWER THAN THE HIGHEST POINT.  IT IS STAMPED BUCK
 EU0921'1945.
 EU0921'
 EU0921'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK AND
 EU0921'IS STAMPED BUCK NO 1 1945.  IT IS SET IN THE SECOND LEDGE OF
 EU0921'ROCK N OF THE STATION AND IS ABOUT 8 FEET LOWER.
 EU0921'
 EU0921'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 EU0921'BEDROCK AND IS STAMPED BUCK NO 2 1945.  IT IS ABOUT 6 FEET LOWER
 EU0921'IN ELEVATION THAN STATION MARK.
 EU0921'
 EU0921'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER AND IS
 EU0921'STAMPED BUCK 1945.  IT IS ABOUT 6 FEET S OF THE HIGHEST POINT ON
 EU0921'ROCKY OUTCROP AND 2 FEET S OF A SMALL CAIRN.
 EU0921'
 EU0921'TO REACH STATION FROM THE YUCCA POST OFFICE, FOLLOW THE
 EU0921'YUCCA-TOPOCK ROAD FOR 13.1 MILES TO A ROAD ON THE LEFT AND A
 EU0921'SIGN IDEAL MINE, TURN LEFT AND FOLLOW THE MINE ROAD FOR 2.2
 EU0921'MILES TO A FORK, TAKE THE RIGHT FORK AND CONTINUE FOR 0.3 MILE
 EU0921'TO THE OLD MINE MENTIONED ABOVE.  AS THIS ROAD COMES INTO THE
 EU0921'MINE IT TURNS SHARPLY TO THE RIGHT TO LEAD TO SOME PITS WHILE A
 EU0921'DIM TRACK CONTINUES AHEAD TOWARD THE HILLS TO THE S.  AT THIS
 EU0921'FORK A SHARP ROUGH ROCK OUTCROP OF BROWN ROCK ABOUT 30 FEET
 EU0921'HIGH CAN BE SEEN ABOUT 300 FEET TO THE RIGHT AND IT IS ON THIS
 EU0921'OUTCROP THAT THE AZIMUTH MARK HAS BEEN PLACED.  TO CONTINUE
 EU0921'TO THE STATION, TAKE THE DIM TRACK ROAD S FOR 0.3 MILE,
 EU0921'THEN TURN LEFT ACROSS COUNTRY TOWARD A WASH LEADING UP TO THE
 EU0921'HILL AND CONTINUE TO THE BASE AND THE END OF TRUCK TRAVEL.
 EU0921'PACK E UP THE WASH AND INTO THE SLIGHT SADDLE, THENCE LEFT TO
 EU0921'THE N ONE OF TWO PEAKS AND THE STATION.  MARK IS 7 FEET NNW
 EU0921'OF THE HIGHEST POINT.
 EU0921
 EU0921                          STATION RECOVERY (1948)
 EU0921
 EU0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0921'ALL MARKS ARE IN GOOD CONDITION AND ARE AS DESCRIBED.
 EU0921'
 EU0921'THE STATION IS ABOUT 16 MILES, AIRLINE, EAST BY SOUTH, OF
 EU0921'TOPOCK, 12 MILES SOUTH OF YUCCA, 2 MILES SOUTH OF THE TOPOCK-YUCCA
 EU0921'ROAD, AND 1/2 MILES SOUTHEAST OF THE ABANDONED IDEAL MINE.  IT IS
 EU0921'ON THE SUMMIT OF THE NORTHERN ONE OF TWO POINTS OF A PROMINENT
 EU0921'HILL IN THE EXTREME NORTHWESTERN END OF A RANGE OF MOUNTAINS.
 EU0921'THERE ARE HIGHER POINTS TO THE SOUTHEAST OF THE STATION HILL.
 EU0921'
 EU0921'THE STATION, A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 EU0921'WHICH IS FLUSH WITH THE SURROUNDING SURFACE AND APPROXIMATELY
 EU0921'4 FEET LOWER THAN THE HIGHEST POINT, IS STAMPED BUCK 1945.
 EU0921'
 EU0921'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0921'IN OUTCROPPING BEDROCK PROJECTING 3 FEET ON THE NORTH SIDE, FLUSH
 EU0921'WITH THE SURROUNDING SURFACE ON THE OTHER THREE SIDES, IS 12
 EU0921'FEET LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 EU0921'BUCK NO 1 1945.
 EU0921'
 EU0921'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EU0921'A MASS OF OUTCROPPING BEDROCK, PROJECTING 6 INCHES ABOVE THE
 EU0921'SURFACE OF THE GROUND, IS 6 FEET LOWER IN ELEVATION THAN THE
 EU0921'STATION MARK AND IS STAMPED BUCK NO 2 1945.
 EU0921'
 EU0921'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN THE TOP OF OUTCROPPING
 EU0921'BEDROCK, IS ON A ROCKY KNOLL PROJECTING ABOUT 30 FEET ABOVE THE
 EU0921'SURROUNDING AREA AND IS STAMPED BUCK 1945.
 EU0921'
 EU0921'TO REACH THE STATION FROM TOPOCK GO EASTERLY ON THE TOPOCK-YUCCA
 EU0921'ROAD FOR 2.45 MILES TO A FORK.  TAKE THE RIGHT HAND ROAD FOR
 EU0921'4.65 MILES TO A FORK.  TAKE THE LEFT HAND ROAD FOR 0.5 MILE TO
 EU0921'CROSSROADS.  KEEP STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 EU0921'2.9 MILES TO A FORK AND SIGN MOHAWK 24 MILES, SITE 6.  KEEP
 EU0921'STRAIGHT AHEAD ON THE LEFT HAND ROAD FOR 7.9 MILES TO A FORK
 EU0921'AND SIGN IDEAL MINE.  TURN RIGHT, SOUTHERLY AND GO 2.2 MILES TO
 EU0921'AN OLD ABANDONED MINE.  THE AZIMUTH MARK IS ON A ROCKY KNOLL
 EU0921'ABOUT 300 FEET TO THE RIGHT.  CONTINUE SOUTHERLY ON A DIM
 EU0921'TRACK ROAD FOR 0.3 MILES.  TURN LEFT, EASTERLY, LEAVING THE ROAD,
 EU0921'AND GO ACROSS COUNTRY ABOUT 0.2 MILE TO THE BASE OF A HILL.
 EU0921'PACK EASTERLY UP A SMALL WASH FOR 100 YARDS THENCE TURN
 EU0921'LEFT AND GO UP A STEEP RIDGE TO THE HIGHEST POINT AND STATION.
 EU0921'A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1419 ***********************************************************************
 DA1419  DESIGNATION -  BUCK
 DA1419  PID         -  DA1419
 DA1419  STATE/COUNTY-  AZ/YUMA
 DA1419  USGS QUAD   -  BUCK PEAK (1990)
 DA1419
 DA1419                         *CURRENT SURVEY CONTROL
 DA1419  ___________________________________________________________________
 DA1419* NAD 83(1992)-  32 22 56.51326(N)    113 53 40.61281(W)     ADJUSTED  
 DA1419* NAVD 88     -       801.4    (meters)    2629.     (feet)  VERTCON   
 DA1419  ___________________________________________________________________
 DA1419  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DA1419  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DA1419  HORZ ORDER  -  SECOND
 DA1419
 DA1419.The horizontal coordinates were established by classical geodetic methods
 DA1419.and adjusted by the National Geodetic Survey in August 1993.
 DA1419
 DA1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1419
 DA1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1419
 DA1419.The geoid height was determined by GEOID03.
 DA1419
 DA1419;                    North         East     Units Scale Factor Converg.
 DA1419;SPC AZ W     -   153,277.583   199,752.820   MT  0.99993562   -0 04 38.8
 DA1419;SPC AZ W     -   502,879.21    655,357.02   iFT  0.99993562   -0 04 38.8
 DA1419;UTM  12      - 3,586,505.260   227,679.149   MT  1.00051460   -1 33 04.4
 DA1419
 DA1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1419!SPC AZ W     -   0.99987940  x   0.99993562  =   0.99981503
 DA1419!UTM  12      -   0.99987940  x   1.00051460  =   1.00039394
 DA1419
 DA1419:                Primary Azimuth Mark                     Grid Az
 DA1419:SPC AZ W     -  CABEZA                                   118 52 51.1
 DA1419:UTM  12      -  CABEZA                                   120 21 16.7
 DA1419
 DA1419|---------------------------------------------------------------------|
 DA1419| PID    Reference Object                     Distance      Geod. Az  |
 DA1419|                                                           dddmmss.s |
 DA1419| DA1266 CABEZA                              APPROX. 7.5 KM 1184812.3 |
 DA1419| CH2806 BUCK RM                              10.122 METERS 14545     |
 DA1419|---------------------------------------------------------------------|
 DA1419
 DA1419                          SUPERSEDED SURVEY CONTROL
 DA1419
 DA1419  NAD 83(1986)-  32 22 56.48449(N)    113 53 40.64340(W) AD(       ) 2
 DA1419  NAD 27      -  32 22 56.30500(N)    113 53 37.89100(W) AD(       ) 2
 DA1419  NGVD 29 (06/20/88)  800.7    (m)         2627.     (f) VERT ANG    3  
 DA1419
 DA1419.Superseded values are not recommended for survey control.
 DA1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1419.See file dsdata.txt to determine how the superseded data were derived.
 DA1419
 DA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA2767986505(NAD 83)
 DA1419_MARKER: DS = TRIANGULATION STATION DISK
 DA1419_SETTING: 0 = UNSPECIFIED SETTING
 DA1419
 DA1419  HISTORY     - Date     Condition        Report By
 DA1419  HISTORY     - 1920     MONUMENTED       CGS
 DA1419  HISTORY     - 1962     GOOD             AMS
 DA1419  HISTORY     - 1964     GOOD             USGS
 DA1419
 DA1419                          STATION DESCRIPTION
 DA1419
 DA1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1419'STATION IS ABOUT 10 MILES AIR LINE NE OF TINAJAS ATLAS TANKS,
 DA1419'ON THE HIGHEST PEAK OF BUCK MOUNTAIN.
 DA1419'
 DA1419'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DA1419'CONCRETE.
 DA1419'
 DA1419'THE STATION IS BEST REACHED BY GOING TO TINAJAS ATLAS TANKS
 DA1419'AND TAKE THE ROAD TO COYOTE WELLS (ROADS MARKED BY SIGNBOARDS),
 DA1419'FROM COYOTE WELLS FOLLOW OLD ROAD IN A WESTERLY DIRECTION
 DA1419'2.1 MILES AND TAKE RIGHT-HAND ROAD, FOLLOW 2.5 MILES AND TAKE
 DA1419'LEFT-HAND ROAD, FOLLOW 0.2 MILE TO SIGNAL NOTICE TIED ON A
 DA1419'CACTUS ON LEFT SIDE OF ROAD, FOLLOW TRACKS TO LEFT WHICH LEAD
 DA1419'TO ANOTHER OLD ROAD AND AFTER CROSSING WIDE WASH TAKE LEFT-HAND
 DA1419'ROAD AND FOLLOW A SHORT DISTANCE TO ANOTHER SIGNAL NOTICE TIED
 DA1419'ON A CACTUS ON LEFT SIDE OF ROAD.  THE SECOND SIGNAL NOTICE
 DA1419'IS 0.7 MILE FROM THE FIRST-MENTIONED SIGNAL NOTICE, THE
 DA1419'MAGNETIC BEARING ON THE STATION FROM THE SECOND SIGNAL NOTICE
 DA1419'IS 290 DEG.  FROM SECOND SIGNAL NOTICE FOLLOW TRUCK TRACKS
 DA1419'IN A WESTERLY DIRECTION 0.3 MILE TO A THIRD SIGNAL NOTICE WHICH
 DA1419'IS THE END OF TRUCK TRAVEL AND ABOUT 1/4 MILE FROM THE
 DA1419'BASE OF THE MOUNTAIN.  FROM THE THIRD SIGNAL NOTICE THE
 DA1419'STATION BEARS 289 DEG (MAGNETIC).
 DA1419
 DA1419                          STATION RECOVERY (1962)
 DA1419
 DA1419'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1419'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.  REACHED
 DA1419'BY HELICOPTER.
 DA1419
 DA1419                          STATION RECOVERY (1964)
 DA1419
 DA1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1419'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0984 ***********************************************************************
 ES0984  DESIGNATION -  BUCK
 ES0984  PID         -  ES0984
 ES0984  STATE/COUNTY-  AZ/GILA
 ES0984  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0984
 ES0984                         *CURRENT SURVEY CONTROL
 ES0984  ___________________________________________________________________
 ES0984* NAD 83(1992)-  34 21 13.59853(N)    111 25 32.51347(W)     ADJUSTED  
 ES0984* NAVD 88     -      1750.7    (meters)    5744.     (feet)  VERTCON   
 ES0984  ___________________________________________________________________
 ES0984  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 ES0984  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 ES0984  HORZ ORDER  -  SECOND
 ES0984
 ES0984.The horizontal coordinates were established by classical geodetic methods
 ES0984.and adjusted by the National Geodetic Survey in August 1993.
 ES0984
 ES0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0984
 ES0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0984
 ES0984.The geoid height was determined by GEOID03.
 ES0984
 ES0984;                    North         East     Units Scale Factor Converg.
 ES0984;SPC AZ E     -   372,611.063    97,537.227   MT  1.00006531   -0 42 38.0
 ES0984;SPC AZ E     - 1,222,477.24    320,004.03   iFT  1.00006531   -0 42 38.0
 ES0984;UTM  12      - 3,801,465.312   460,851.286   MT  0.99961889   -0 14 24.8
 ES0984
 ES0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0984!SPC AZ E     -   0.99972919  x   1.00006531  =   0.99979449
 ES0984!UTM  12      -   0.99972919  x   0.99961889  =   0.99934819
 ES0984
 ES0984|---------------------------------------------------------------------|
 ES0984| PID    Reference Object                     Distance      Geod. Az  |
 ES0984|                                                           dddmmss.s |
 ES0984| CH2808 BUCK RM 1                             7.518 METERS 15206     |
 ES0984| CH2809 BUCK RM 2                             3.411 METERS 21647     |
 ES0984| CH2807 BUCK AZ MK                                         2263312.4 |
 ES0984|---------------------------------------------------------------------|
 ES0984
 ES0984                          SUPERSEDED SURVEY CONTROL
 ES0984
 ES0984  NAD 83(1986)-  34 21 13.58322(N)    111 25 32.51528(W) AD(       ) 2
 ES0984  NAD 27      -  34 21 13.47100(N)    111 25 30.01900(W) AD(       ) 2
 ES0984  NGVD 29 (07/19/86) 1749.9    (m)         5741.     (f) VERT ANG    3  
 ES0984
 ES0984.Superseded values are not recommended for survey control.
 ES0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0984.See file dsdata.txt to determine how the superseded data were derived.
 ES0984
 ES0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6085101465(NAD 83)
 ES0984_MARKER: DS = TRIANGULATION STATION DISK
 ES0984_SETTING: 80 = SET IN A BOULDER
 ES0984_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0984+STABILITY: SURFACE MOTION
 ES0984
 ES0984  HISTORY     - Date     Condition        Report By
 ES0984  HISTORY     - 1946     MONUMENTED       CGS
 ES0984  HISTORY     - 1969     GOOD             AZHD
 ES0984  HISTORY     - 1981     GOOD             AZDT
 ES0984  HISTORY     - 20080602 MARK NOT FOUND   GEOCAC
 ES0984
 ES0984                          STATION DESCRIPTION
 ES0984
 ES0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0984'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 2 MILES
 ES0984'SOUTH-SOUTHEAST OF PINE AND 10 MILES NORTH-NORTHEAST OF PAYSON,
 ES0984'ON THE SUMMIT OF A LOW BRUSHY SADDLE, ABOUT 78 FEET EAST OF THE
 ES0984'PAYSON-FLAGSTAFF HIGHWAY.
 ES0984'
 ES0984'TO REACH FROM PAYSON GO NORTH TOWARD PINE AND FLAGSTAFF FOR 12
 ES0984'MILES TO A T-ROAD LEFT AT SIGN NATURAL BRIDGE 3.  CONTINUE
 ES0984'STRAIGHT AHEAD TOWARD PINE (NORTH) FOR 1.5 MILES TO THE
 ES0984'SUMMIT AT A TRIANGULAR BLAZE ON LARGE CEDAR TREE ON LEFT.
 ES0984'
 ES0984'STATION IS 78 FEET EAST OF THE ROAD, ABOUT 95 FEET EAST-SOUTHEAST
 ES0984'OF THE BLAZED TREE MENTIONED ABOVE.  A CLEARED LANE THROUGH
 ES0984'THE BRUSH LEADS TO THE STATION.  MARK IS 13 FEET SOUTHEAST
 ES0984'OF A WHITE WITNESS POST AND 23 FEET EAST-SOUTHEAST OF A TREE
 ES0984'BEARING A TRIANGULAR BLAZE.  THE MARK IS A STANDARD TRIANGULATION
 ES0984'STATION DISK, STAMPED BUCK 1946, CEMENTED IN A DRILL HOLE
 ES0984'IN A BOULDER THAT IS EMBEDDED IN THE GROUND AND PROJECTS
 ES0984'2 INCHES ABOVE GROUND.
 ES0984'
 ES0984'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  A STANDARD
 ES0984'REFERENCE MARK DISK, STAMPED BUCK NO 1 1946, CEMENTED IN A
 ES0984'DRILL HOLE IN A BOULDER THAT IS EMBEDDED IN THE GROUND AND
 ES0984'PROJECTS 3 INCHES.  IT IS 6 INCHES LOWER THAN STATION MARK.
 ES0984'
 ES0984'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND ABOUT
 ES0984'THE SAME LEVEL.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED BUCK
 ES0984'NO 2 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 ES0984'EMBEDDED IN THE GROUND AND PROJECTS 2 INCHES ABOVE GROUND.
 ES0984'
 ES0984'THE AZIMUTH MARK IS ABOUT 1/4 MILE SOUTHWEST OF THE STATION,
 ES0984'ON THE SLOPE OF THE RIDGE.  A ROCK OUTCROP IS VISIBLE FROM THE
 ES0984'STATION, ABOUT 1/3 WAY UP THE RIDGE.  THE AZIMUTH MARK IS SET
 ES0984'IN THIS OUTCROP, 4 FEET SOUTHEAST OF A 4-FT. CAIRN THAT IS ALSO
 ES0984'VISIBLE FROM THE STATION.  THE MARK IS A STANDARD AZIMUTH
 ES0984'MARK DISK, STAMPED BUCK 1946, CEMENTED IN A DEPRESSION IN
 ES0984'THE LARGE BEDROCK OUTCROP WHICH PROJECTS 6 FEET ABOVE GROUND.
 ES0984
 ES0984                          STATION RECOVERY (1969)
 ES0984
 ES0984'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 ES0984'GENERAL LOCATION TEN MILES N.W. OF PAYSON NEW DESCRIPTION
 ES0984'
 ES0984'TO REACH IN PAYSON FROM THE JCT OF STATE ROUTES 87 AND
 ES0984'160 GO NORTH ON 87 FOR 10.45 TO T ROAD ON LEFT (NATURAL BRIDGE)
 ES0984'CONTINUE ON 87 FOR 1.60 MILES AND THE OLD HIGHWAY ON THE LEFT.
 ES0984'TURN ON OLD ROAD 180 DEG GOING BACK SOUTH TO THE CREST (0.15) AND
 ES0984'THE STATION 100 FT ON THE LEFT
 ES0984'
 ES0984'STATION MARK RECOVERED IN GOOD CONDITION
 ES0984'
 ES0984'REFERENCE MARKS RECOVERED IN GOOD CONDITION
 ES0984'
 ES0984'AZIMUTH MARK RECOVERED IN GOOD CONDITION
 ES0984
 ES0984                          STATION RECOVERY (1981)
 ES0984
 ES0984'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0984'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ES0984'RECOVERED AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0984'
 ES0984'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL SOUTH ALONG
 ES0984'STATE ROUTE 87 FOR FOR 3 MILES TO A TRAIL ROAD ON THE RIGHT WHICH IS
 ES0984'JUST BEFORE REACHING A HIGHWAY CUT IN A SADDLE.  TURN RIGHT ON THE
 ES0984'TRAIL ROAD WHICH PARALLELS THE HIGHWAY FOR ABOUT 300 FEET TO A FENCE
 ES0984'AND END OF TRUCK TRAVEL.  CROSS FENCE AND PACK SOUTH FOR ABOUT 350
 ES0984'FEET ALONG THE TRAIL ROAD TO THE SECOND SIDE TRAIL ON THE LEFT.  BEAR
 ES0984'LEFT ON THE TRAIL FOR 50 FEET TO THE STATION.
 ES0984
 ES0984                          STATION RECOVERY (2008)
 ES0984
 ES0984'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0984'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION. THE DISK FOR STATION BUCK
 ES0984'HAS BEEN REMOVED
 ES0984'FROM ITS  BOULDER AND ONLY THE DRILL HOLE REMAINS.  THE BOULDER DOES
 ES0984'NOT APPEAR TO HAVE BEEN
 ES0984'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1029 ***********************************************************************
 ET1029  DESIGNATION -  BUCK
 ET1029  PID         -  ET1029
 ET1029  STATE/COUNTY-  AZ/YAVAPAI
 ET1029  USGS QUAD   -  MALPAIS MESA SW (1967)
 ET1029
 ET1029                         *CURRENT SURVEY CONTROL
 ET1029  ___________________________________________________________________
 ET1029* NAD 83(1992)-  34 20 00.66161(N)    113 09 37.06019(W)     ADJUSTED  
 ET1029* NAVD 88     -       756.3    (meters)    2481.     (feet)  VERTCON   
 ET1029  ___________________________________________________________________
 ET1029  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 ET1029  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 ET1029  HORZ ORDER  -  SECOND
 ET1029
 ET1029.The horizontal coordinates were established by classical geodetic methods
 ET1029.and adjusted by the National Geodetic Survey in August 1993.
 ET1029
 ET1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1029
 ET1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1029
 ET1029.The geoid height was determined by GEOID03.
 ET1029
 ET1029;                    North         East     Units Scale Factor Converg.
 ET1029;SPC AZ C     -   370,346.184    98,926.825   MT  1.00006136   -0 42 05.4
 ET1029;SPC AZ C     - 1,215,046.54    324,563.07   iFT  1.00006136   -0 42 05.4
 ET1029;SPC AZ W     -   369,815.493   267,622.710   MT  0.99996961   +0 19 57.4
 ET1029;SPC AZ W     - 1,213,305.42    878,027.26   iFT  0.99996961   +0 19 57.4
 ET1029;UTM  12      - 3,801,250.377   301,267.275   MT  1.00008685   -1 13 07.8
 ET1029
 ET1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1029!SPC AZ C     -   0.99988587  x   1.00006136  =   0.99994723
 ET1029!SPC AZ W     -   0.99988587  x   0.99996961  =   0.99985549
 ET1029!UTM  12      -   0.99988587  x   1.00008685  =   0.99997271
 ET1029
 ET1029|---------------------------------------------------------------------|
 ET1029| PID    Reference Object                     Distance      Geod. Az  |
 ET1029|                                                           dddmmss.s |
 ET1029| CH2811 BUCK RM 2                             4.942 METERS 03411     |
 ET1029| CH2810 BUCK RM 1                             8.836 METERS 15014     |
 ET1029| ET1057 DUMPY                               APPROX.18.8 KM 3201746.7 |
 ET1029|---------------------------------------------------------------------|
 ET1029
 ET1029                          SUPERSEDED SURVEY CONTROL
 ET1029
 ET1029  NAD 83(1986)-  34 20 00.66101(N)    113 09 37.06542(W) AD(       ) 2
 ET1029  NAD 27      -  34 20 00.58341(N)    113 09 34.36916(W) AD(       ) 2
 ET1029  NGVD 29 (07/19/86)  755.6    (m)         2479.     (f) VERT ANG    3  
 ET1029
 ET1029.Superseded values are not recommended for survey control.
 ET1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1029.See file dsdata.txt to determine how the superseded data were derived.
 ET1029
 ET1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0126701250(NAD 83)
 ET1029_MARKER: DD = SURVEY DISK
 ET1029_SETTING: 0 = UNSPECIFIED SETTING
 ET1029
 ET1029  HISTORY     - Date     Condition        Report By
 ET1029  HISTORY     - 1966     MONUMENTED       USGS
 ET1029  HISTORY     - 1967     GOOD             USGS
 ET1029  HISTORY     - 1980     GOOD             AZDT
 ET1029
 ET1029                          STATION DESCRIPTION
 ET1029
 ET1029'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (BSB)
 ET1029'LOCATED ABOUT 18.4 MI. (AIRLINE) W. AND 12 MI. N. OF CONGRESS.
 ET1029'ABOUT 0.8 MI. W. OF ARIZONA STATE HIGHWAY 93 AND U.S. HIGHWAY 93.
 ET1029'ON A LOW, PROMINENT N.-S. RIDGE.
 ET1029'
 ET1029'TO REACH FROM THE INTERSECTION OF HIGHWAYS 60-70 AND 89-93 IN
 ET1029'WICKENBURG, GO N. ON 89-93 FOR 18 MI. TO OVERPASS WHERE ARIZONA
 ET1029'STATE HIGHWAY 93 CROSSES ARIZONA STATE HIGHWAY 71.  CONTINUE ON
 ET1029'NO. 93 17.7 MI. TO DIRT RD. LEFT.  FOLLOW DIRT RD. AND TURN RIGHT
 ET1029'ON RD. PARALLELING STEEL POLE POWERLINE.  PASS THRU STEEL GATE AND
 ET1029'DRIVE CROSS-COUNTRY TO BOTTOM OF LOW RIDGE AND END OF TRUCK TRAVEL.
 ET1029'ABOUT A 15-MINUTE PACK TO TOP AND STATION MARK.
 ET1029'
 ET1029'STATION MARK--STANDARD TABLET STAMPED BUCK 1966 CEMENTED IN STONE
 ET1029'IN PLACE.
 ET1029'
 ET1029'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED RM 1 1966, CEMENTED
 ET1029'IN STONE.
 ET1029'
 ET1029'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED RM 2 1966, CEMENTED
 ET1029'IN STONE.
 ET1029
 ET1029                          STATION RECOVERY (1980)
 ET1029
 ET1029'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1029'THE STATION MARK AND REFERENCE MARKS 1 AND 2 AND WERE RECOVERED AS
 ET1029'DESCRIBED.  THE ROUTE TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2144 ***********************************************************************
 DV2144  DESIGNATION -  BUCK
 DV2144  PID         -  DV2144
 DV2144  STATE/COUNTY-  AZ/MARICOPA
 DV2144  USGS QUAD   -  HASSAYAMPA (1978)
 DV2144
 DV2144                         *CURRENT SURVEY CONTROL
 DV2144  ___________________________________________________________________
 DV2144* NAD 83(1992)-  33 15 17.08326(N)    112 38 02.24125(W)     ADJUSTED  
 DV2144* NAVD 88     -       314.6    (meters)    1032.     (feet)  VERTCON   
 DV2144  ___________________________________________________________________
 DV2144  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DV2144  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV2144  HORZ ORDER  -  SECOND
 DV2144
 DV2144.The horizontal coordinates were established by classical geodetic methods
 DV2144.and adjusted by the National Geodetic Survey in August 1993.
 DV2144
 DV2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2144
 DV2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2144
 DV2144.The geoid height was determined by GEOID03.
 DV2144
 DV2144;                    North         East     Units Scale Factor Converg.
 DV2144;SPC AZ C     -   250,231.103   146,526.295   MT  0.99995505   -0 23 36.1
 DV2144;SPC AZ C     -   820,968.19    480,729.31   iFT  0.99995505   -0 23 36.1
 DV2144;UTM  12      - 3,680,718.917   347,794.507   MT  0.99988563   -0 53 46.2
 DV2144
 DV2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2144!SPC AZ C     -   0.99995547  x   0.99995505  =   0.99991052
 DV2144!UTM  12      -   0.99995547  x   0.99988563  =   0.99984110
 DV2144
 DV2144|---------------------------------------------------------------------|
 DV2144| PID    Reference Object                     Distance      Geod. Az  |
 DV2144|                                                           dddmmss.s |
 DV2144| CH4433 BUCK RM 1                             6.846 METERS 07538     |
 DV2144| CH4434 BUCK RM 2                             9.742 METERS 18846     |
 DV2144| DV2153 80 138 0                            APPROX. 7.2 KM 1921424.1 |
 DV2144|---------------------------------------------------------------------|
 DV2144
 DV2144                          SUPERSEDED SURVEY CONTROL
 DV2144
 DV2144  NAD 83(1986)-  33 15 17.07716(N)    112 38 02.24611(W) AD(       ) 2
 DV2144  NAD 27      -  33 15 16.92768(N)    112 37 59.64797(W) AD(       ) 2
 DV2144  NGVD 29 (07/19/86)  313.9    (m)         1030.     (f) VERT ANG    3  
 DV2144
 DV2144.Superseded values are not recommended for survey control.
 DV2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2144.See file dsdata.txt to determine how the superseded data were derived.
 DV2144
 DV2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4779580719(NAD 83)
 DV2144_MARKER: DD = SURVEY DISK
 DV2144_SETTING: 66 = SET IN ROCK OUTCROP
 DV2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2144+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV2144
 DV2144  HISTORY     - Date     Condition        Report By
 DV2144  HISTORY     - 1974     MONUMENTED       AZDT
 DV2144  HISTORY     - 20050304 GOOD             USPSQD
 DV2144  HISTORY     - 20070417 GOOD             GEOCAC
 DV2144
 DV2144                          STATION DESCRIPTION
 DV2144
 DV2144'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2144'THE STATION IS LOCATED ABOUT 22.2 MILES NORTH OF GILA BEND AND
 DV2144'11.5 MILES SOUTH OF BUCKEYE.  STATION IS ON THE EAST SIDE OF
 DV2144'U.S. 80 ON THE TOP OF THE HIGHEST OF SEVERAL SMALL HILLS ON A
 DV2144'GRANITE OUTCROP.
 DV2144'
 DV2144'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED BUCK P AND
 DV2144'M GS 1974.  IT IS EPOXIED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 DV2144'ABOUT 1 INCH ABOVE THE GROUND.
 DV2144'
 DV2144'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED BUCK RM-1
 DV2144'1974.  IT IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROPPING WHICH
 DV2144'PROJECTS 6 INCHES ABOVE THE GROUND.
 DV2144'
 DV2144'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED BUCK RM 2
 DV2144'1974 AND IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROPPING.
 DV2144'
 DV2144'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 IN EAST GILA
 DV2144'BEND, GO NORTH FOR 1.35 MILES TO ENTRANCE OF GILA BEND AIRPORT ON
 DV2144'THE RIGHT, CONTINUE NORTH FOR 17.6 MILES TO ROAD RUNNING WEST
 DV2144'(PATTERSON ROAD), CONTINUE NORTH FOR 4.6 MILES TO STATION 600
 DV2144'FEET EAST OF EAST RIGHT-OF-WAY FENCE ON TOP OF A LIGHT COLORED
 DV2144'ROUNDED HILL ABOUT 80 FEET HIGHER THAN ROADWAY.
 DV2144'
 DV2144'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2144
 DV2144                          STATION RECOVERY (2005)
 DV2144
 DV2144'RECOVERY NOTE BY US POWER SQUADRON 2005
 DV2144'RECOVERED IN GOOD CONDITION.
 DV2144
 DV2144                          STATION RECOVERY (2007)
 DV2144
 DV2144'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2225 ***********************************************************************
 DV2225  DESIGNATION -  BUCK
 DV2225  PID         -  DV2225
 DV2225  STATE/COUNTY-  AZ/MARICOPA
 DV2225  USGS QUAD   -  FOWLER (1982)
 DV2225
 DV2225                         *CURRENT SURVEY CONTROL
 DV2225  ___________________________________________________________________
 DV2225* NAD 83(2007)-  33 25 34.38814(N)    112 11 42.76253(W)     NO CHECK  
 DV2225* NAVD 88     -       312.9    (meters)    1027.     (feet)  VERTCON   
 DV2225  ___________________________________________________________________
 DV2225  EPOCH DATE  -        2007.00
 DV2225  X           -  -2,013,032.401 (meters)                     COMP
 DV2225  Y           -  -4,933,963.930 (meters)                     COMP
 DV2225  Z           -   3,493,663.251 (meters)                     COMP
 DV2225  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DV2225  ELLIP HEIGHT-         282.782 (meters)          (02/10/07) NO CHECK
 DV2225  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV2225
 DV2225  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2225  Type    PID    Designation                      North   East  Ellip
 DV2225  -------------------------------------------------------------------
 DV2225  NETWORK DV2225 BUCK                              4.04   3.21  21.91
 DV2225  -------------------------------------------------------------------
 DV2225
 DV2225.The horizontal coordinates were established by GPS observations
 DV2225.and adjusted by the National Geodetic Survey in February 2007.
 DV2225
 DV2225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2225.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2225.No horizontal observational check was made to the station.
 DV2225.The horizontal coordinates are valid at the epoch date displayed above.
 DV2225.The epoch date for horizontal control is a decimal equivalence
 DV2225.of Year/Month/Day.
 DV2225
 DV2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2225
 DV2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2225
 DV2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2225
 DV2225.The ellipsoidal height was determined by GPS observations
 DV2225.and is referenced to NAD 83.
 DV2225
 DV2225.The geoid height was determined by GEOID03.
 DV2225
 DV2225;                    North         East     Units Scale Factor Converg.
 DV2225;SPC AZ C     -   269,052.698   187,457.490   MT  0.99990827   -0 09 12.4
 DV2225;SPC AZ C     -   882,718.83    615,018.01   iFT  0.99990827   -0 09 12.4
 DV2225;UTM  12      - 3,699,177.712   388,885.019   MT  0.99975222   -0 39 30.5
 DV2225
 DV2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2225!SPC AZ C     -   0.99995561  x   0.99990827  =   0.99986388
 DV2225!UTM  12      -   0.99995561  x   0.99975222  =   0.99970784
 DV2225
 DV2225                          SUPERSEDED SURVEY CONTROL
 DV2225
 DV2225  ELLIP H (06/11/02)  282.880  (m)                       GP(       ) 4 2
 DV2225  NAD 83(1992)-  33 25 34.38621(N)    112 11 42.76222(W) AD(       ) 1
 DV2225  ELLIP H (08/23/93)  282.965  (m)                       GP(       ) 4 2
 DV2225  NAD 83(1986)-  33 25 34.38035(N)    112 11 42.76767(W) AD(       ) 1
 DV2225  NGVD 29 (09/11/89)  312.2    (m)         1024.     (f) GPS OBS     3  
 DV2225
 DV2225.Superseded values are not recommended for survey control.
 DV2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2225.See file dsdata.txt to determine how the superseded data were derived.
 DV2225
 DV2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8888599178(NAD 83)
 DV2225_MARKER: DD = SURVEY DISK
 DV2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2225+STABILITY: SURFACE MOTION
 DV2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2225+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 DV2225
 DV2225  HISTORY     - Date     Condition        Report By
 DV2225  HISTORY     - 1986     MONUMENTED       AZDT
 DV2225  HISTORY     - 20080123 GOOD             GEOCAC
 DV2225
 DV2225                          STATION DESCRIPTION
 DV2225
 DV2225'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2225'THE STATION IS LOCATED ABOUT 12.16 KM (7.5 MI) WEST-SOUTHWEST OF
 DV2225'DOWNTOWN PHOENIX, ARIZONA.
 DV2225'
 DV2225'TO REACH THE STATION FROM THE INTERSECTION OF 59TH AVENUE AND LOWER
 DV2225'BUCKEYE ROAD, GO WEST ON LOWER BUCKEYE ROAD FOR 0.81 KM (0.5 MI) TO
 DV2225'A DIRT ROAD ON THE RIGHT.  TURN RIGHT, CROSS A CANAL, TURN LEFT ON
 DV2225'A DIRT ROAD AND GO WEST THEN NORTH ON THE SAME DIRT ROAD FOR
 DV2225'0.49 KM (0.3 MI) TO THE STATION ON THE LEFT.
 DV2225'
 DV2225'THE STATION IS A STANDARD AGS DISK
 DV2225'STAMPED---BUCK 1986---,
 DV2225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2225'25 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 DV2225'1.22 METERS (4 FT) SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2225'1.09 METERS (3.6 FT) EAST FROM A NORTH AND SOUTH IRRIGATION DITCH,
 DV2225'3.44 METERS (11.3 FT) SOUTHEAST FROM A FLOOD GATE,
 DV2225'6.58 METERS (21.6 FT) WEST FROM THE CENTERLINE OF THE DIRT ROADWAY.
 DV2225'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2225'STAMPED---BUCK 1986---,
 DV2225'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2225
 DV2225                          STATION RECOVERY (2008)
 DV2225
 DV2225'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2225'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5905 ***********************************************************************
 DJ5905  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5905  DESIGNATION -  BUCK 99
 DJ5905  PID         -  DJ5905
 DJ5905  STATE/COUNTY-  AZ/MARICOPA
 DJ5905  USGS QUAD   -  TOLLESON (1982)
 DJ5905
 DJ5905                         *CURRENT SURVEY CONTROL
 DJ5905  ___________________________________________________________________
 DJ5905* NAD 83(2007)-  33 26 07.70617(N)    112 16 19.92597(W)     ADJUSTED  
 DJ5905* NAVD 88     -       303.54   (meters)     995.9    (feet)  GPS OBS   
 DJ5905  ___________________________________________________________________
 DJ5905  EPOCH DATE  -        2007.00
 DJ5905  X           -  -2,019,443.110 (meters)                     COMP
 DJ5905  Y           -  -4,930,723.779 (meters)                     COMP
 DJ5905  Z           -   3,494,514.688 (meters)                     COMP
 DJ5905  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DJ5905  ELLIP HEIGHT-         273.231 (meters)          (03/21/07) ADJUSTED
 DJ5905  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DJ5905  HORZ ORDER  -  FIRST
 DJ5905  ELLP ORDER  -  FOURTH    CLASS I
 DJ5905
 DJ5905.The horizontal coordinates were established by GPS observations
 DJ5905.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5905
 DJ5905.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5905.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5905.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5905.The epoch date for horizontal control is a decimal equivalence
 DJ5905.of Year/Month/Day.
 DJ5905
 DJ5905.The orthometric height was determined by GPS observations and a
 DJ5905.high-resolution geoid model.
 DJ5905.The orthometric height was determined by GPS observations and a
 DJ5905.high-resolution geoid model using precise GPS observation and
 DJ5905.processing techniques.
 DJ5905
 DJ5905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5905
 DJ5905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5905
 DJ5905.The ellipsoidal height was determined by GPS observations
 DJ5905.and is referenced to NAD 83.
 DJ5905
 DJ5905.The geoid height was determined by GEOID03.
 DJ5905
 DJ5905;                    North         East     Units Scale Factor Converg.
 DJ5905;SPC AZ C     -   270,100.919   180,301.516   MT  0.99991347   -0 11 45.2
 DJ5905;SPC AZ C     -   886,157.87    591,540.41   iFT  0.99991347   -0 11 45.2
 DJ5905;UTM  12      - 3,700,288.811   381,739.625   MT  0.99977242   -0 42 03.8
 DJ5905
 DJ5905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5905!SPC AZ C     -   0.99995711  x   0.99991347  =   0.99987058
 DJ5905!UTM  12      -   0.99995711  x   0.99977242  =   0.99972954
 DJ5905
 DJ5905                          SUPERSEDED SURVEY CONTROL
 DJ5905
 DJ5905.No superseded survey control is available for this station.
 DJ5905
 DJ5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8174000289(NAD 83)
 DJ5905_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5905_STAMPING: NO STAMPING
 DJ5905_PROJECTION: FLUSH
 DJ5905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5905+STABILITY: SURFACE MOTION
 DJ5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5905+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5905
 DJ5905  HISTORY     - Date     Condition        Report By
 DJ5905  HISTORY     - UNK      MONUMENTED       AZDT
 DJ5905  HISTORY     - 20061101 GOOD             EVANS
 DJ5905
 DJ5905                          STATION DESCRIPTION
 DJ5905
 DJ5905'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5905'FROM THE 99TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5905'ON 99TH AVENUE 2.87KM TO BUCKEYE ROAD (MC85).  STATION IS AN ARIZONA
 DJ5905'DEPARTMENT OF TRANSPORTATION ALUMINUM DISK, NO STAMPING, IN A CONCRETE
 DJ5905'POST LEVEL WITH GROUND.  STATION IS 17.8M EAST OF 99TH AVENUE
 DJ5905'CENTERLINE, 5.14M EAST OF CURBLINE AND 2.0M WEST OF IRRIGATION
 DJ5905'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0532 ***********************************************************************
 CY0532  DESIGNATION -  BUCKEYE
 CY0532  PID         -  CY0532
 CY0532  STATE/COUNTY-  AZ/COCHISE
 CY0532  USGS QUAD   -  LUZENA (1979)
 CY0532
 CY0532                         *CURRENT SURVEY CONTROL
 CY0532  ___________________________________________________________________
 CY0532* NAD 83(1986)-  32 19 43.     (N)    109 30 47.     (W)     SCALED    
 CY0532* NAVD 88     -      1167.73   (+/-2cm)    3831.1    (feet)  VERTCON   
 CY0532  ___________________________________________________________________
 CY0532  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0532
 CY0532.The horizontal coordinates were scaled from a topographic map and have
 CY0532.an estimated accuracy of +/- 6 seconds.
 CY0532
 CY0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0532.The vertical order pertains to the NGVD 29 superseded value.
 CY0532
 CY0532.The geoid height was determined by GEOID03.
 CY0532
 CY0532;                    North         East    Units  Estimated Accuracy
 CY0532;SPC AZ E     -   147,490.      274,900.      MT  (+/- 180 meters Scaled)
 CY0532
 CY0532                          SUPERSEDED SURVEY CONTROL
 CY0532
 CY0532  NGVD 29 (??/??/92) 1166.990  (m)         3828.70   (f) ADJ UNCH    2 0
 CY0532
 CY0532.Superseded values are not recommended for survey control.
 CY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0532.See file dsdata.txt to determine how the superseded data were derived.
 CY0532
 CY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399778(NAD 83)
 CY0532_MARKER: DS = TRIANGULATION STATION DISK
 CY0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0532_STAMPING: BUCKEYE 1960
 CY0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0532+STABILITY: SURFACE MOTION
 CY0532
 CY0532  HISTORY     - Date     Condition        Report By
 CY0532  HISTORY     - 1960     MONUMENTED       CGS
 CY0532  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0532
 CY0532                          STATION DESCRIPTION
 CY0532
 CY0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0532'1.8 MI W FROM BOWIE.
 CY0532'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0532'THENCE 1.5 MILES WEST ON STATE HIGHWAY 86, INTERSTATE HIGHWAY 19,
 CY0532'THENCE 0.15 MILE SOUTH ON A DIRT ROAD, THENCE 0.05 MILE EAST ACROSS
 CY0532'COUNTRY, 59 FEET NORTH OF POWER POLE NO. G 16 3 15, 4 FEET SOUTH OF
 CY0532'WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0532'PROJECTING 5 INCHES.
 CY0532
 CY0532                          STATION RECOVERY (1979)
 CY0532
 CY0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0532'PRESUMED DESTROYED.  THE STATION AND RMS WERE RESET IN 1966.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0677 ***********************************************************************
 CY0677  DESIGNATION -  BUCKEYE RESET
 CY0677  PID         -  CY0677
 CY0677  STATE/COUNTY-  AZ/COCHISE
 CY0677  USGS QUAD   -  LUZENA (1979)
 CY0677
 CY0677                         *CURRENT SURVEY CONTROL
 CY0677  ___________________________________________________________________
 CY0677* NAD 83(1992)-  32 19 44.24918(N)    109 30 47.67328(W)     ADJUSTED  
 CY0677* NAVD 88     -      1167.669  (meters)    3830.93   (feet)  ADJUSTED  
 CY0677  ___________________________________________________________________
 CY0677  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CY0677  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0677  DYNAMIC HT  -        1165.953 (meters)    3825.30  (feet)  COMP
 CY0677  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 CY0677
 CY0677  HORZ ORDER  -  SECOND
 CY0677  VERT ORDER  -  FIRST     CLASS II
 CY0677
 CY0677.The horizontal coordinates were established by classical geodetic methods
 CY0677.and adjusted by the National Geodetic Survey in August 1993.
 CY0677
 CY0677.The orthometric height was determined by differential leveling
 CY0677.and adjusted in June 1991.
 CY0677
 CY0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0677
 CY0677.The geoid height was determined by GEOID03.
 CY0677
 CY0677.The dynamic height is computed by dividing the NAVD 88
 CY0677.geopotential number by the normal gravity value computed on the
 CY0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0677.degrees latitude (g = 980.6199 gals.).
 CY0677
 CY0677.The modeled gravity was interpolated from observed gravity values.
 CY0677
 CY0677;                    North         East     Units Scale Factor Converg.
 CY0677;SPC AZ E     -   147,529.035   274,877.055   MT  0.99994665   +0 20 58.0
 CY0677;SPC AZ E     -   484,019.14    901,827.61   iFT  0.99994665   +0 20 58.0
 CY0677;UTM  12      - 3,577,870.232   639,935.258   MT  0.99984148   +0 47 42.8
 CY0677
 CY0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0677!SPC AZ E     -   0.99982090  x   0.99994665  =   0.99976756
 CY0677!UTM  12      -   0.99982090  x   0.99984148  =   0.99966241
 CY0677
 CY0677|---------------------------------------------------------------------|
 CY0677| PID    Reference Object                     Distance      Geod. Az  |
 CY0677|                                                           dddmmss.s |
 CY0677| CY0533 BUCKEYE RM 1                          9.334 METERS 19450     |
 CY0677| CY0527 NICKEL                              APPROX. 4.5 KM 2860757.8 |
 CY0677| CY0531 BUCKEYE RM 2                          7.925 METERS 29149     |
 CY0677|---------------------------------------------------------------------|
 CY0677
 CY0677                          SUPERSEDED SURVEY CONTROL
 CY0677
 CY0677  NAD 83(1986)-  32 19 44.24415(N)    109 30 47.67034(W) AD(       ) 2
 CY0677  NAD 27      -  32 19 43.97690(N)    109 30 45.43440(W) AD(       ) 2
 CY0677  NGVD 29 (07/19/86) 1166.99   (m)         3828.7    (f) LEVELING    3  
 CY0677
 CY0677.Superseded values are not recommended for survey control.
 CY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0677.See file dsdata.txt to determine how the superseded data were derived.
 CY0677
 CY0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3993577870(NAD 83)
 CY0677_MARKER: DS = TRIANGULATION STATION DISK
 CY0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0677_SP_SET: CONCRETE POST
 CY0677_STAMPING: BUCKEYE 1960 1966
 CY0677_PROJECTION: PROJECTING 18 CENTIMETERS
 CY0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0677+STABILITY: SURFACE MOTION
 CY0677
 CY0677  HISTORY     - Date     Condition        Report By
 CY0677  HISTORY     - 1960     MONUMENTED       CGS
 CY0677  HISTORY     - 1967     MARK NOT FOUND   AMS
 CY0677  HISTORY     - 1979     GOOD             NGS
 CY0677
 CY0677                          STATION DESCRIPTION
 CY0677
 CY0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0677'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF BOWIE AND
 CY0677'ABOUT 0.15 MILE SOUTH OF STATE HIGHWAY 86.
 CY0677'
 CY0677'TO REACH FROM THE POST OFFICE IN BOWIE, GO SOUTH FOR 0.1
 CY0677'MILE TO STATE HIGHWAY 86, TURN RIGHT, WEST, AND GO 1.5 MILES
 CY0677'TO A SIDE ROAD ON THE LEFT, TURN LEFT, SOUTH, AND GO 0.15
 CY0677'MILE, TURN LEFT AND GO 0.05 MILE ACROSS COUNTRY TO STATION.
 CY0677'
 CY0677'STATION MARKS ARE STANDARD DISKS, STAMPED BUCKEYE 1960.  THE
 CY0677'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 CY0677'POST PROJECTING 5 INCHES.  IT IS 59 FEET NORTH OF POWER
 CY0677'LINE POLE NO. G 16 3 15 AND 4 FEET SOUTH OF A METAL WITNESS
 CY0677'POST.
 CY0677'
 CY0677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCKEYE NO 1
 CY0677'1960, SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST
 CY0677'PROJECTING 6 INCHES.  IT IS 29 FEET NORTH OF THE POWER LINE
 CY0677'POLE.
 CY0677'
 CY0677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCKEYE NO
 CY0677'2 1960, SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST
 CY0677'PROJECTING 6 INCHES.  IT IS 27 FEET WEST OF A METAL WITNESS
 CY0677'POST.
 CY0677'
 CY0677'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED M 324
 CY0677'1952, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT
 CY0677'PROJECTS 6 INCHES.  IT IS 3 FEET WEST OF A WOODEN WITNESS
 CY0677'POST.
 CY0677
 CY0677                          STATION RECOVERY (1967)
 CY0677
 CY0677'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY0677'STATION WAS SEARCHED FOR BUT NOT FOUND.  STATION MAY HAVE
 CY0677'BEEN DESTROYED BY NEW HIGHWAY CONSTRUCTION.
 CY0677
 CY0677                          STATION RECOVERY (1979)
 CY0677
 CY0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0677'3.0 KM WEST FROM BOWIE.
 CY0677'3.0 KILOMETERS (1.9 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0677'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.2 KILOMETER (0.1 MILE) WEST OF
 CY0677'MILE POST 363 ALONG THE SOUTH FRONTAGE ROAD AT EXIT 362, 37.9 METERS
 CY0677'(115 FEET) SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD AND
 CY0677'10.3 METERS (33.8 FEET) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CY0677'THE MARK IS 10.5 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0533 ***********************************************************************
 CY0533  DESIGNATION -  BUCKEYE RM 1
 CY0533  PID         -  CY0533
 CY0533  STATE/COUNTY-  AZ/COCHISE
 CY0533  USGS QUAD   -  LUZENA (1979)
 CY0533
 CY0533                         *CURRENT SURVEY CONTROL
 CY0533  ___________________________________________________________________
 CY0533* NAD 83(1986)-  32 19 43.     (N)    109 30 47.     (W)     SCALED    
 CY0533* NAVD 88     -      1167.76   (+/-2cm)    3831.2    (feet)  VERTCON   
 CY0533  ___________________________________________________________________
 CY0533  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0533
 CY0533.The horizontal coordinates were scaled from a topographic map and have
 CY0533.an estimated accuracy of +/- 6 seconds.
 CY0533
 CY0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0533.The vertical order pertains to the NGVD 29 superseded value.
 CY0533
 CY0533.The geoid height was determined by GEOID03.
 CY0533
 CY0533;                    North         East    Units  Estimated Accuracy
 CY0533;SPC AZ E     -   147,490.      274,900.      MT  (+/- 180 meters Scaled)
 CY0533
 CY0533                          SUPERSEDED SURVEY CONTROL
 CY0533
 CY0533  NGVD 29 (??/??/92) 1167.018  (m)         3828.79   (f) ADJ UNCH    2 0
 CY0533
 CY0533.Superseded values are not recommended for survey control.
 CY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0533.See file dsdata.txt to determine how the superseded data were derived.
 CY0533
 CY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399778(NAD 83)
 CY0533_MARKER: DR = REFERENCE MARK DISK
 CY0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0533_STAMPING: BUCKEYE NO 1 1960
 CY0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0533+STABILITY: SURFACE MOTION
 CY0533
 CY0533  HISTORY     - Date     Condition        Report By
 CY0533  HISTORY     - 1960     MONUMENTED       CGS
 CY0533  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0533
 CY0533                          STATION DESCRIPTION
 CY0533
 CY0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0533'1.8 MI W FROM BOWIE.
 CY0533'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0533'THENCE 1.5 MILES WEST ON STATE HIGHWAY 86, INTERSTATE HIGHWAY 19,
 CY0533'THENCE 0.15 MILE SOUTH ON A DIRT ROAD, THENCE 0.05 MILE EAST ACROSS
 CY0533'COUNTRY, 29 FEET NORTH OF POWER POLE, 30 FEET SOUTH OF TRIANGULATION
 CY0533'STATION BUCKEYE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0533'PROJECTING 6 INCHES.
 CY0533
 CY0533                          STATION RECOVERY (1979)
 CY0533
 CY0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0533'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0531 ***********************************************************************
 CY0531  DESIGNATION -  BUCKEYE RM 2
 CY0531  PID         -  CY0531
 CY0531  STATE/COUNTY-  AZ/COCHISE
 CY0531  USGS QUAD   -  LUZENA (1979)
 CY0531
 CY0531                         *CURRENT SURVEY CONTROL
 CY0531  ___________________________________________________________________
 CY0531* NAD 83(1986)-  32 19 43.     (N)    109 30 47.     (W)     SCALED    
 CY0531* NAVD 88     -      1167.87   (+/-2cm)    3831.6    (feet)  VERTCON   
 CY0531  ___________________________________________________________________
 CY0531  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0531
 CY0531.The horizontal coordinates were scaled from a topographic map and have
 CY0531.an estimated accuracy of +/- 6 seconds.
 CY0531
 CY0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0531.The vertical order pertains to the NGVD 29 superseded value.
 CY0531
 CY0531.The geoid height was determined by GEOID03.
 CY0531
 CY0531;                    North         East    Units  Estimated Accuracy
 CY0531;SPC AZ E     -   147,490.      274,900.      MT  (+/- 180 meters Scaled)
 CY0531
 CY0531                          SUPERSEDED SURVEY CONTROL
 CY0531
 CY0531  NGVD 29 (??/??/92) 1167.135  (m)         3829.18   (f) ADJ UNCH    2 0
 CY0531
 CY0531.Superseded values are not recommended for survey control.
 CY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0531.See file dsdata.txt to determine how the superseded data were derived.
 CY0531
 CY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399778(NAD 83)
 CY0531_MARKER: DR = REFERENCE MARK DISK
 CY0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0531_STAMPING: BUCKEYE NO 2 1960
 CY0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0531+STABILITY: SURFACE MOTION
 CY0531
 CY0531  HISTORY     - Date     Condition        Report By
 CY0531  HISTORY     - 1960     MONUMENTED       CGS
 CY0531  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0531
 CY0531                          STATION DESCRIPTION
 CY0531
 CY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0531'1.8 MI W FROM BOWIE.
 CY0531'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0531'THENCE 1.5 MILES WEST ON STATE HIGHWAY 86, INTERSTATE HIGHWAY 19,
 CY0531'THENCE 0.15 MILE SOUTH ON A DIRT ROAD, THENCE 0.05 MILE EAST ACROSS
 CY0531'COUNTRY, 27 FEET WEST OF WITNESS POST, 26 FEET WEST OF TRIANGULATION
 CY0531'STATION BUCKEYE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0531'PROJECTING 6 INCHES.
 CY0531
 CY0531                          STATION RECOVERY (1979)
 CY0531
 CY0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0531'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0679 ***********************************************************************
 CY0679  DESIGNATION -  BUCKEYE RM 3
 CY0679  PID         -  CY0679
 CY0679  STATE/COUNTY-  AZ/COCHISE
 CY0679  USGS QUAD   -  LUZENA (1979)
 CY0679
 CY0679                         *CURRENT SURVEY CONTROL
 CY0679  ___________________________________________________________________
 CY0679* NAD 83(1986)-  32 19 41.     (N)    109 30 48.     (W)     SCALED    
 CY0679* NAVD 88     -      1167.628  (meters)    3830.79   (feet)  ADJUSTED  
 CY0679  ___________________________________________________________________
 CY0679  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0679  DYNAMIC HT  -        1165.913 (meters)    3825.17  (feet)  COMP
 CY0679  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 CY0679
 CY0679  VERT ORDER  -  FIRST     CLASS II
 CY0679
 CY0679.The horizontal coordinates were scaled from a topographic map and have
 CY0679.an estimated accuracy of +/- 6 seconds.
 CY0679
 CY0679.The orthometric height was determined by differential leveling
 CY0679.and adjusted in June 1991.
 CY0679
 CY0679.The geoid height was determined by GEOID03.
 CY0679
 CY0679.The dynamic height is computed by dividing the NAVD 88
 CY0679.geopotential number by the normal gravity value computed on the
 CY0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0679.degrees latitude (g = 980.6199 gals.).
 CY0679
 CY0679.The modeled gravity was interpolated from observed gravity values.
 CY0679
 CY0679;                    North         East    Units  Estimated Accuracy
 CY0679;SPC AZ E     -   147,430.      274,870.      MT  (+/- 180 meters Scaled)
 CY0679
 CY0679                          SUPERSEDED SURVEY CONTROL
 CY0679
 CY0679.No superseded survey control is available for this station.
 CY0679
 CY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399777(NAD 83)
 CY0679_MARKER: DR = REFERENCE MARK DISK
 CY0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0679_SP_SET: CONCRETE POST
 CY0679_STAMPING: BUCKEYE RM 3 1966
 CY0679_PROJECTION: PROJECTING 20 CENTIMETERS
 CY0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0679+STABILITY: SURFACE MOTION
 CY0679
 CY0679  HISTORY     - Date     Condition        Report By
 CY0679  HISTORY     - 1966     MONUMENTED       CGS
 CY0679  HISTORY     - 1979     GOOD             NGS
 CY0679
 CY0679                          STATION DESCRIPTION
 CY0679
 CY0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0679'3.0 KM WEST FROM BOWIE.
 CY0679'3.0 KILOMETERS (1.9 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0679'RICHARDS AVENUE UNDERPASS AT BOWIE, ALONG THE SOUTH FRONTAGE ROAD AT
 CY0679'EXIT 362, 0.2 KILOMETER (0.1 MILE) WEST OF MILE POST 362, 37.2 METERS
 CY0679'(122 FEET) SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD,
 CY0679'11.0 METERS (36 FEET) NORTHEAST OF STATION BUCKEYE 1966 AND 5.3
 CY0679'METERS (17.5 FEET) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CY0679'THE MARK IS 11.2 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0678 ***********************************************************************
 CY0678  DESIGNATION -  BUCKEYE RM 4
 CY0678  PID         -  CY0678
 CY0678  STATE/COUNTY-  AZ/COCHISE
 CY0678  USGS QUAD   -  LUZENA (1979)
 CY0678
 CY0678                         *CURRENT SURVEY CONTROL
 CY0678  ___________________________________________________________________
 CY0678* NAD 83(1986)-  32 19 41.     (N)    109 30 48.     (W)     SCALED    
 CY0678* NAVD 88     -      1167.846  (meters)    3831.51   (feet)  ADJUSTED  
 CY0678  ___________________________________________________________________
 CY0678  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0678  DYNAMIC HT  -        1166.131 (meters)    3825.88  (feet)  COMP
 CY0678  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 CY0678
 CY0678  VERT ORDER  -  FIRST     CLASS II
 CY0678
 CY0678.The horizontal coordinates were scaled from a topographic map and have
 CY0678.an estimated accuracy of +/- 6 seconds.
 CY0678
 CY0678.The orthometric height was determined by differential leveling
 CY0678.and adjusted in June 1991.
 CY0678
 CY0678.The geoid height was determined by GEOID03.
 CY0678
 CY0678.The dynamic height is computed by dividing the NAVD 88
 CY0678.geopotential number by the normal gravity value computed on the
 CY0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0678.degrees latitude (g = 980.6199 gals.).
 CY0678
 CY0678.The modeled gravity was interpolated from observed gravity values.
 CY0678
 CY0678;                    North         East    Units  Estimated Accuracy
 CY0678;SPC AZ E     -   147,430.      274,870.      MT  (+/- 180 meters Scaled)
 CY0678
 CY0678                          SUPERSEDED SURVEY CONTROL
 CY0678
 CY0678.No superseded survey control is available for this station.
 CY0678
 CY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA399777(NAD 83)
 CY0678_MARKER: DR = REFERENCE MARK DISK
 CY0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0678_SP_SET: CONCRETE POST
 CY0678_STAMPING: BUCKEYE RM 4 1966
 CY0678_PROJECTION: PROJECTING 25 CENTIMETERS
 CY0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0678+STABILITY: SURFACE MOTION
 CY0678
 CY0678  HISTORY     - Date     Condition        Report By
 CY0678  HISTORY     - 1966     MONUMENTED       CGS
 CY0678  HISTORY     - 1979     GOOD             NGS
 CY0678
 CY0678                          STATION DESCRIPTION
 CY0678
 CY0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0678'3.0 KM WEST FROM BOWIE.
 CY0678'3.0 KILOMETERS (1.9 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0678'RICHARDS AVENUE UNDERPASS AT BOWIE, AT EXIT 362, ALONG THE SOUTH
 CY0678'FRONTAGE ROAD, 0.2 KILOMETER (0.1 MILE) WEST OF MILE POST 363, 17
 CY0678'STEEL FENCE POST EAST OF AN ANGLE CORNER POST, 38.2 METERS (126 FEET)
 CY0678'SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD, 8.3 METERS (27
 CY0678'FEET) NORTHWEST OF STATION BUCKEYE 1966 AND 6.4 METERS (21 FEET)
 CY0678'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CY0678'THE MARK IS 10.0 METERS  SW FROM A WITNESS POST.
 CY0678'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2134 ***********************************************************************
 DV2134  DESIGNATION -  BUCKEYE WATER TANK
 DV2134  PID         -  DV2134
 DV2134  STATE/COUNTY-  AZ/MARICOPA
 DV2134  USGS QUAD   -  VALENCIA (1982)
 DV2134
 DV2134                         *CURRENT SURVEY CONTROL
 DV2134  ___________________________________________________________________
 DV2134* NAD 83(1992)-  33 22 48.26197(N)    112 35 00.48394(W)     ADJUSTED  
 DV2134* NAVD 88     -              **(meters)            **(feet)            
 DV2134  ___________________________________________________________________
 DV2134  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DV2134  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV2134  HORZ ORDER  -  THIRD
 DV2134
 DV2134.The horizontal coordinates were established by classical geodetic methods
 DV2134.and adjusted by the National Geodetic Survey in August 1993.
 DV2134
 DV2134
 DV2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2134
 DV2134.The geoid height was determined by GEOID03.
 DV2134
 DV2134;                    North         East     Units Scale Factor Converg.
 DV2134;SPC AZ C     -   264,099.008   151,319.489   MT  0.99994744   -0 22 00.8
 DV2134;SPC AZ C     -   866,466.56    496,455.02   iFT  0.99994744   -0 22 00.8
 DV2134;UTM  12      - 3,694,543.120   352,709.051   MT  0.99986747   -0 52 16.9
 DV2134
 DV2134                          SUPERSEDED SURVEY CONTROL
 DV2134
 DV2134  NAD 83(1986)-  33 22 48.25521(N)    112 35 00.48922(W) AD(       ) 4
 DV2134  NAD 27      -  33 22 48.03600(N)    112 34 57.87600(W) AD(       ) 3
 DV2134
 DV2134.Superseded values are not recommended for survey control.
 DV2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2134.See file dsdata.txt to determine how the superseded data were derived.
 DV2134
 DV2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5270994543(NAD 83)
 DV2134_MARKER: 53 = ELEVATED TANK
 DV2134
 DV2134  HISTORY     - Date     Condition        Report By
 DV2134  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2134  HISTORY     - 20000622 POOR             AZDT
 DV2134  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV2134
 DV2134                          STATION DESCRIPTION
 DV2134
 DV2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2134'THE STATION IS LOCATED IN THE NORTHEAST PART OF BUCKEYE AND
 DV2134'APPROXIMATELY 250 FEET NORTH OF EAST BROADWAY.
 DV2134'
 DV2134'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK ON THE
 DV2134'MAIN STREET IN BUCKEYE, GO NORTH ON NORTH 4 TH. STREET FOR
 DV2134'1.0 MILE, TURN RIGHT AND GO EAST ON EAST BROADWAY FOR 0.75
 DV2134'MILE TO THE STATION ON THE LEFT.
 DV2134'
 DV2134'STATION HAS 4 LEGS, PAINTED BLACK AND IS APPROXIMATELY 120
 DV2134'FEET HIGH.
 DV2134'
 DV2134'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK.
 DV2134
 DV2134                          STATION RECOVERY (2000)
 DV2134
 DV2134'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2134'LOCAL SURVEYOR, R.J..FISH RLS12317 FOUND THE THAT THE WATER TANK AND
 DV2134'ALL SUPPORTING STRUCTURES HAVE BEEN TORN DOWN.
 DV2134
 DV2134                          STATION RECOVERY (2006)
 DV2134
 DV2134'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2134'NO ELEVATED TANK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1134 ***********************************************************************
 ES1134  DESIGNATION -  BUCKHORN
 ES1134  PID         -  ES1134
 ES1134  STATE/COUNTY-  AZ/COCONINO
 ES1134  USGS QUAD   -  BUCKHORN MOUNTAIN (1965)
 ES1134
 ES1134                         *CURRENT SURVEY CONTROL
 ES1134  ___________________________________________________________________
 ES1134* NAD 83(1992)-  34 34 40.31360(N)    111 32 14.20225(W)     ADJUSTED  
 ES1134* NAVD 88     -      2034.9    (meters)    6676.     (feet)  VERTCON   
 ES1134  ___________________________________________________________________
 ES1134  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 ES1134  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ES1134  HORZ ORDER  -  THIRD
 ES1134
 ES1134.The horizontal coordinates were established by classical geodetic methods
 ES1134.and adjusted by the National Geodetic Survey in August 1993.
 ES1134
 ES1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1134
 ES1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1134
 ES1134.The geoid height was determined by GEOID03.
 ES1134
 ES1134;                    North         East     Units Scale Factor Converg.
 ES1134;SPC AZ C     -   396,814.018   248,167.194   MT  0.99991493   +0 12 55.1
 ES1134;SPC AZ C     - 1,301,883.26    814,196.83   iFT  0.99991493   +0 12 55.1
 ES1134;UTM  12      - 3,826,362.641   450,721.745   MT  0.99962993   -0 18 17.7
 ES1134
 ES1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1134!SPC AZ C     -   0.99968451  x   0.99991493  =   0.99959947
 ES1134!UTM  12      -   0.99968451  x   0.99962993  =   0.99931456
 ES1134
 ES1134|---------------------------------------------------------------------|
 ES1134| PID    Reference Object                     Distance      Geod. Az  |
 ES1134|                                                           dddmmss.s |
 ES1134| CS3966 BUCKHORN RM 1                         5.502 METERS 08758     |
 ES1134| ES1143 Y=TANK ALOMA                        APPROX.10.4 KM 2224509.2 |
 ES1134|---------------------------------------------------------------------|
 ES1134
 ES1134                          SUPERSEDED SURVEY CONTROL
 ES1134
 ES1134  NAD 83(1986)-  34 34 40.30804(N)    111 32 14.20467(W) AD(       ) 3
 ES1134  NGVD 29 (04/23/90) 2034.0    (m)         6673.     (f) VERT ANG    3  
 ES1134
 ES1134.Superseded values are not recommended for survey control.
 ES1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1134.See file dsdata.txt to determine how the superseded data were derived.
 ES1134
 ES1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5072226363(NAD 83)
 ES1134_MARKER: DS = TRIANGULATION STATION DISK
 ES1134_SETTING: 66 = SET IN ROCK OUTCROP
 ES1134_SP_SET: SET IN A ROCK LEDGE
 ES1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1134+STABILITY: POSITION/ELEVATION WELL
 ES1134
 ES1134  HISTORY     - Date     Condition        Report By
 ES1134  HISTORY     - 1930     MONUMENTED       USGS
 ES1134  HISTORY     - 1966     GOOD             USGS
 ES1134
 ES1134                          STATION DESCRIPTION
 ES1134
 ES1134'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1134'LOCATED ABOUT 12 MI BY RD. AND TRAIL S. OF USFS APACHE MAID
 ES1134'RANGER STATION, 10 MI BY TRAIL W. OF WALKERS SUMMER HEADQUARTERS
 ES1134'RANCH ON BUCKHORN MOUNTAIN.  ON ISOLATED CONE PEAK ON NORTH RIM OF
 ES1134'CLEAR CREEK CANYON.
 ES1134'
 ES1134'REACH BY TRAIL FROM CLEAR CREEK RANGER STATION VIA HANCE SPRING.
 ES1134'APACHE MAID RANGER STATION VIA BRADY TANK.  HARRIS PARK OR WALKER
 ES1134'SUMMER RANCH ON EAST.
 ES1134'
 ES1134'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1134'SOLID ROCK LEDGE.
 ES1134'
 ES1134'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, IN ROCK OUTCROP.
 ES1134
 ES1134                          STATION RECOVERY (1966)
 ES1134
 ES1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1134'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1075 ***********************************************************************
 ET1075  DESIGNATION -  BUCKSKIN
 ET1075  PID         -  ET1075
 ET1075  STATE/COUNTY-  AZ/LA PAZ
 ET1075  USGS QUAD   -  ALAMO DAM (1990)
 ET1075
 ET1075                         *CURRENT SURVEY CONTROL
 ET1075  ___________________________________________________________________
 ET1075* NAD 83(1992)-  34 09 08.20289(N)    113 35 53.95042(W)     ADJUSTED  
 ET1075* NAVD 88     -      1197.9    (meters)    3930.     (feet)  VERTCON   
 ET1075  ___________________________________________________________________
 ET1075  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 ET1075  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET1075  HORZ ORDER  -  FIRST
 ET1075
 ET1075.The horizontal coordinates were established by classical geodetic methods
 ET1075.and adjusted by the National Geodetic Survey in August 1993.
 ET1075
 ET1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1075
 ET1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1075
 ET1075.The geoid height was determined by GEOID03.
 ET1075
 ET1075;                    North         East     Units Scale Factor Converg.
 ET1075;SPC AZ W     -   349,565.520   227,346.984   MT  0.99993574   +0 05 06.5
 ET1075;SPC AZ W     - 1,146,868.50    745,889.06   iFT  0.99993574   +0 05 06.5
 ET1075;UTM  12      - 3,782,091.122   260,449.243   MT  1.00030743   -1 27 33.8
 ET1075
 ET1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1075!SPC AZ W     -   0.99981669  x   0.99993574  =   0.99975244
 ET1075!UTM  12      -   0.99981669  x   1.00030743  =   1.00012406
 ET1075
 ET1075:                Primary Azimuth Mark                     Grid Az
 ET1075:SPC AZ W     -  BUCKSKIN AZ MK                           165 24 24.7
 ET1075:UTM  12      -  BUCKSKIN AZ MK                           166 57 05.0
 ET1075
 ET1075|---------------------------------------------------------------------|
 ET1075| PID    Reference Object                     Distance      Geod. Az  |
 ET1075|                                                           dddmmss.s |
 ET1075| CH2815 BUCKSKIN AZ MK                                     1652931.2 |
 ET1075| CH2816 BUCKSKIN RM 1                         8.087 METERS 19718     |
 ET1075| CH2817 BUCKSKIN RM 2                         8.850 METERS 28938     |
 ET1075|---------------------------------------------------------------------|
 ET1075
 ET1075                          SUPERSEDED SURVEY CONTROL
 ET1075
 ET1075  NAD 83(1986)-  34 09 08.19996(N)    113 35 53.95885(W) AD(       ) 1
 ET1075  NAD 27      -  34 09 08.12100(N)    113 35 51.21000(W) AD(       ) 1
 ET1075  NGVD 29 (07/19/86) 1197.2    (m)         3928.     (f) VERT ANG    3  
 ET1075
 ET1075.Superseded values are not recommended for survey control.
 ET1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1075.See file dsdata.txt to determine how the superseded data were derived.
 ET1075
 ET1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6044982091(NAD 83)
 ET1075_MARKER: DS = TRIANGULATION STATION DISK
 ET1075_SETTING: 66 = SET IN ROCK OUTCROP
 ET1075
 ET1075  HISTORY     - Date     Condition        Report By
 ET1075  HISTORY     - 1948     MONUMENTED       CGS
 ET1075  HISTORY     - 1955     GOOD             CGS
 ET1075
 ET1075                          STATION DESCRIPTION
 ET1075
 ET1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1075'THE STATION IS LOCATED ON THE SOUTHWEST AND HIGHEST OF TWO
 ET1075'PROMINENT PEAKS, NEAR THE EASTERN END OF THE BUCKSKIN MOUNTAIN
 ET1075'RANGE, WHICH LIES ALONG THE NORTHERN SIDE OF CUNNINGHAM WASH WHICH
 ET1075'RUNS THROUGH BUTLER VALLEY.  THE PEAK IS EASILY RECOGNIZED BY THE
 ET1075'SHEER CLIFFS NEAR THE TOP.  THE STATION IS ABOUT 28 MILES
 ET1075'AIRLINE NORTHWEST OF AGUILA, ABOUT 25 MILES AIRLINE NORTH OF
 ET1075'WENDEN, ABOUT 8 MILES AIRLINE SOUTHWEST OF ALAMO CROSSING,
 ET1075'25 FEET NORTHEAST OF A 300 FOOT VERTICAL CLIFF, 3 FEET EAST
 ET1075'OF THE HIGHEST POINT, SET FLUSH, AND IS STAMPED, BUCKSKIN
 ET1075'1948.
 ET1075'
 ET1075'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 ET1075'STATION, 4 PACES EAST OF THE WEST RIM, PROJECTS 6 INCHES,
 ET1075'STAMPED, BUCKSKIN NO 1 1948.
 ET1075'
 ET1075'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN THE
 ET1075'STATION, ON A LOW BENCH, 12 FEET NORTHEAST OF THE SOUTHWEST
 ET1075'RIM, PROJECTS 4 INCHES, STAMPED, BUCKSIN NO 2 1948.
 ET1075'
 ET1075'THE AZIMUTH MARK IS LOCATED ALONG TRACK ROAD TO STATION,
 ET1075'11 PACES SOUTH-SOUTHWEST OF AND APPROXIMATELY THE SAME ELEVATION
 ET1075'AS THE CENTER LINE OF TRACK ROAD TO STATION, 2 FEET WEST OF A
 ET1075'4X4 WITNESS POST, PROJECTS 6 INCHES, AND IS STAMPED, BUCKSKIN
 ET1075'1948.
 ET1075'
 ET1075'TO REACH FROM WENDEN.  GO NORTH ON A BLADED ROAD FOR 11.1 MILES
 ET1075'TO A FORK JUST AFTER PASSING OVER CUNNINGHAM PASS.  TAKE
 ET1075'THE RIGHT FORK AND GO 7.0 MILES TO A FORK AT A LONE BUTTE IN
 ET1075'THE VALLEY.  TAKE THE LEFT FORK AND GO 2.95 MILES TO A TRACK
 ET1075'ROAD LEFT (W).  TURN LEFT AND FOLLOW TRACK ROAD FOR 2.1 MILES
 ET1075'TO THE AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS POINT TURN
 ET1075'NORTH ACROSS COUNTRY FOR APPROXIMATELY 2.5 MILES, KEEPING
 ET1075'TO THE RIGHT (E) OF A LOW HILL WHICH IS LOCATED AT THE NORTH
 ET1075'SIDE OF VALLEY FLOOR, CROSS WASH AT THE EAST END OF THIS
 ET1075'HILL, THEN CONTINUE NORTH AS FAR AS POSSIBLE TO A BOTTLE
 ET1075'NECK AND END OF TRUCK TRAVEL.  PACK NORTH TO BASE OF RIDGE,
 ET1075'THEN NORTHEAST TO NORTHWEST UP RIDGE TO LEFT OF CLIFF TO
 ET1075'SADDLE.  TURN LEFT (W) TO TOP OF FIRST PEAK.  TURN RIGHT (N) AND
 ET1075'PACK TOWARD THE NORTHEAST CORNER OF VERTICAL CLIFFS.  PASS
 ET1075'TO THE RIGHT OF THESE CLIFFS KEEPING AS CLOSE AS POSSIBLE.
 ET1075'CONTINUE NORTHWEST TO THE HIGHEST POINT AND STATION AS
 ET1075'DESCRIBED ABOVE.  A 2 HOUR PACK.  THE END OF TRUCK TRAVEL FOR A
 ET1075'TWO WHEEL DRIVE IS AT AZIMUTH AND ABOUT 3-1/2 HOUR PACK FROM
 ET1075'THE STATION.
 ET1075
 ET1075                          STATION RECOVERY (1955)
 ET1075
 ET1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1075'THE STATION WAS NOT VISITED.  A WOODEN STAND IS VISIBLE FROM
 ET1075'THE BASE OF THE MOUNTAIN.  THE ANGLE AT B.M. E 12 BETWEEN
 ET1075'VULCAN AND BUCKSKIN WAS OBSERVED TO IDENTIFY THE PEAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0893 ***********************************************************************
 ES0893  DESIGNATION -  BUCKSKIN
 ES0893  PID         -  ES0893
 ES0893  STATE/COUNTY-  AZ/NAVAJO
 ES0893  USGS QUAD   -  HEBER (1990)
 ES0893
 ES0893                         *CURRENT SURVEY CONTROL
 ES0893  ___________________________________________________________________
 ES0893* NAD 83(1992)-  34 25 42.80396(N)    110 34 15.33020(W)     ADJUSTED  
 ES0893* NAVD 88     -      2040.8    (meters)    6696.     (feet)  VERTCON   
 ES0893  ___________________________________________________________________
 ES0893  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ES0893  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0893  HORZ ORDER  -  SECOND
 ES0893
 ES0893.The horizontal coordinates were established by classical geodetic methods
 ES0893.and adjusted by the National Geodetic Survey in August 1993.
 ES0893
 ES0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0893
 ES0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0893
 ES0893.The geoid height was determined by GEOID03.
 ES0893
 ES0893;                    North         East     Units Scale Factor Converg.
 ES0893;SPC AZ E     -   380,261.394   176,204.877   MT  0.99991701   -0 13 42.8
 ES0893;SPC AZ E     - 1,247,576.75    578,099.99   iFT  0.99991701   -0 13 42.8
 ES0893;UTM  12      - 3,809,758.613   539,424.179   MT  0.99961916   +0 14 33.3
 ES0893
 ES0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0893!SPC AZ E     -   0.99968349  x   0.99991701  =   0.99960053
 ES0893!UTM  12      -   0.99968349  x   0.99961916  =   0.99930277
 ES0893
 ES0893|---------------------------------------------------------------------|
 ES0893| PID    Reference Object                     Distance      Geod. Az  |
 ES0893|                                                           dddmmss.s |
 ES0893| DZ1383 BUCKSKIN RM 1                        14.403 METERS 09501     |
 ES0893| ES0918 LINE                                APPROX. 1.2 KM 1045721.6 |
 ES0893| ES0903 GENT RM 3                           APPROX.19.2 KM 2225737.0 |
 ES0893| DZ1382 BUCKSKIN RM 2                        14.330 METERS 29530     |
 ES0893|---------------------------------------------------------------------|
 ES0893
 ES0893                          SUPERSEDED SURVEY CONTROL
 ES0893
 ES0893  NAD 83(1986)-  34 25 42.79744(N)    110 34 15.33435(W) AD(       ) 2
 ES0893  NGVD 29 (08/03/87) 2039.8    (m)         6692.     (f) VERT ANG    3  
 ES0893
 ES0893.Superseded values are not recommended for survey control.
 ES0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0893.See file dsdata.txt to determine how the superseded data were derived.
 ES0893
 ES0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3942409759(NAD 83)
 ES0893_MARKER: DS = TRIANGULATION STATION DISK
 ES0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0893+STABILITY: SURFACE MOTION
 ES0893
 ES0893  HISTORY     - Date     Condition        Report By
 ES0893  HISTORY     - 1984     MONUMENTED       AZDT
 ES0893  HISTORY     - 20050820 POOR             EVANS
 ES0893
 ES0893                          STATION DESCRIPTION
 ES0893
 ES0893'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0893'THE STATION IS LOCATED 1-1/2 MILES EAST OF HEBER ON TOP OF A HILL.
 ES0893'
 ES0893'THE STATION MARK IS AN AZDT DISK STAMPED---BUCKSKIN 1984---.  THE
 ES0893'STATION IS 14 FEET NORTH OF SHADOW PINE DRIVE UNDER A POLE LINE AND 3
 ES0893'FEET SOUTH OF A WITNESS POST AND SIGN.
 ES0893'
 ES0893'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BUCKSKIN RM 1 1984---.  IT
 ES0893'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0893'
 ES0893'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BUCKSKIN RM 2 1984---.  IT
 ES0893'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0893'
 ES0893'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0893'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0893'JUNCTION WITH STATE ROUTE 277.  TURN LEFT ALONG SR 277 FOR 0.5 MILE TO
 ES0893'N LEFT AND TRAVEL NORTH FOR 0.45
 ES0893'MILE TO SHADOW PINES DRIVE.  TURN LEFT AND TRAVEL WEST FOR 0.15 MILE
 ES0893'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 ES0893
 ES0893                          STATION RECOVERY (2005)
 ES0893
 ES0893'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0893'DISK IS MISSING FROM TOP OF CONCRETE MONUMENT. REFERENCE MARK 1 AND
 ES0893'REFERENCE MARK 2 ARE IN AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1082 ***********************************************************************
 ES1082  DESIGNATION -  BUCKSKIN LOOKOUT TOWER
 ES1082  PID         -  ES1082
 ES1082  STATE/COUNTY-  AZ/NAVAJO
 ES1082  USGS QUAD   -  OUTLAW DRAW (1990)
 ES1082
 ES1082                         *CURRENT SURVEY CONTROL
 ES1082  ___________________________________________________________________
 ES1082* NAD 83(1992)-  34 16 06.93070(N)    110 36 29.41843(W)     ADJUSTED  
 ES1082* NAVD 88     -              **(meters)            **(feet)            
 ES1082  ___________________________________________________________________
 ES1082  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ES1082  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1082  HORZ ORDER  -  THIRD
 ES1082
 ES1082.The horizontal coordinates were established by classical geodetic methods
 ES1082.and adjusted by the National Geodetic Survey in August 1993.
 ES1082
 ES1082
 ES1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1082
 ES1082.The geoid height was determined by GEOID03.
 ES1082
 ES1082;                    North         East     Units Scale Factor Converg.
 ES1082;SPC AZ E     -   362,532.574   172,704.387   MT  0.99992037   -0 14 55.0
 ES1082;SPC AZ E     - 1,189,411.33    566,615.44   iFT  0.99992037   -0 14 55.0
 ES1082;UTM  12      - 3,792,007.011   536,070.305   MT  0.99961604   +0 13 14.3
 ES1082
 ES1082                          SUPERSEDED SURVEY CONTROL
 ES1082
 ES1082  NAD 83(1986)-  34 16 06.92442(N)    110 36 29.42423(W) AD(       ) 4
 ES1082  NAD 27      -  34 16 06.78940(N)    110 36 26.98960(W) AD(       ) 3
 ES1082
 ES1082.Superseded values are not recommended for survey control.
 ES1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1082.See file dsdata.txt to determine how the superseded data were derived.
 ES1082
 ES1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3607092007(NAD 83)
 ES1082_MARKER: 57 = LOOKOUT TOWER
 ES1082
 ES1082  HISTORY     - Date     Condition        Report By
 ES1082  HISTORY     - 1967     FIRST OBSERVED   CGS
 ES1082
 ES1082                          STATION DESCRIPTION
 ES1082
 ES1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ES1082'STATION IS ABOUT 11 MILES SOUTH OF HEBER AND 33 MILES WEST OF
 ES1082'SHOW LOW, ON FORT APACHE INDIAN RESERVATION.
 ES1082'
 ES1082'TO REACH STATION FROM HEBER, GO SOUTHWEST ON STATE HIGHWAY NO. 160
 ES1082'APPROXIMATELY 14 MILES TO THE RIM ROAD INTERSECTION.  THEN GO
 ES1082'EAST ON RIM ROAD 11.1 MILES TO THE ROAD TO BUCKSKIN CANYON AND
 ES1082'LOOKOUT.  TURN RIGHT OFF RIM ROAD AND GO SOUTH 2.4 MILES TO
 ES1082'BUCKSKIN LOOKOUT TOWER AND STATION.
 ES1082'
 ES1082'STATION MARK IS THE CENTER OF BIAS FIRE LOOKOUT TOWER.  TOWER IS A
 ES1082'100 FT. STEEL TOWER WITH A 7 FT X 7 FT CAB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0157 ***********************************************************************
 DV0157  DESIGNATION -  BUD
 DV0157  PID         -  DV0157
 DV0157  STATE/COUNTY-  AZ/MARICOPA
 DV0157  USGS QUAD   -  NEW RIVER (1981)
 DV0157
 DV0157                         *CURRENT SURVEY CONTROL
 DV0157  ___________________________________________________________________
 DV0157* NAD 83(1992)-  33 56 03.33780(N)    112 08 23.65545(W)     ADJUSTED  
 DV0157* NAVD 88     -       642.40   (+/-2cm)    2107.6    (feet)  VERTCON   
 DV0157  ___________________________________________________________________
 DV0157  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DV0157  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DV0157  HORZ ORDER  -  SECOND
 DV0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0157
 DV0157.The horizontal coordinates were established by classical geodetic methods
 DV0157.and adjusted by the National Geodetic Survey in August 1993.
 DV0157
 DV0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0157.The vertical order pertains to the NGVD 29 superseded value.
 DV0157
 DV0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0157
 DV0157.The geoid height was determined by GEOID03.
 DV0157
 DV0157;                    North         East     Units Scale Factor Converg.
 DV0157;SPC AZ C     -   325,385.080   192,722.410   MT  0.99990525   -0 07 28.6
 DV0157;SPC AZ C     - 1,067,536.35    632,291.37   iFT  0.99990525   -0 07 28.6
 DV0157;UTM  12      - 3,755,452.027   394,648.647   MT  0.99973682   -0 38 11.0
 DV0157
 DV0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0157!SPC AZ C     -   0.99990367  x   0.99990525  =   0.99980892
 DV0157!UTM  12      -   0.99990367  x   0.99973682  =   0.99964051
 DV0157
 DV0157:                Primary Azimuth Mark                     Grid Az
 DV0157:SPC AZ C     -  CARL                                     008 37 57.1
 DV0157:UTM  12      -  CARL                                     009 08 39.5
 DV0157
 DV0157|---------------------------------------------------------------------|
 DV0157| PID    Reference Object                     Distance      Geod. Az  |
 DV0157|                                                           dddmmss.s |
 DV0157| DV1999 CARL                                APPROX. 4.1 KM 0083028.5 |
 DV0157| DV0156 BUD RM 2                              5.932 METERS 16909     |
 DV0157| DV0158 BUD RM 1                              4.376 METERS 34905     |
 DV0157|---------------------------------------------------------------------|
 DV0157
 DV0157                          SUPERSEDED SURVEY CONTROL
 DV0157
 DV0157  NAD 83(1986)-  33 56 03.33261(N)    112 08 23.65894(W) AD(       ) 2
 DV0157  NAD 27      -  33 56 03.20980(N)    112 08 21.08830(W) AD(       ) 2
 DV0157  NGVD 29 (??/??/92)  641.779  (m)         2105.57   (f) ADJ UNCH    2 0
 DV0157
 DV0157.Superseded values are not recommended for survey control.
 DV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0157.See file dsdata.txt to determine how the superseded data were derived.
 DV0157
 DV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9464955452(NAD 83)
 DV0157_MARKER: DS = TRIANGULATION STATION DISK
 DV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0157_STAMPING: BUD 1958
 DV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0157+STABILITY: SURFACE MOTION
 DV0157
 DV0157  HISTORY     - Date     Condition        Report By
 DV0157  HISTORY     - 1959     MONUMENTED       CGS
 DV0157  HISTORY     - 1959     GOOD             NGS
 DV0157  HISTORY     - 1967     GOOD             AMS
 DV0157  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0157
 DV0157                          STATION DESCRIPTION
 DV0157
 DV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV0157'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF THE TOWN OF
 DV0157'BLACK CANYON, 2.5 MILES NORTH OF NEW RIVER AND 0.5 MILE
 DV0157'SOUTH OF HIGHWAY MILE POST 234 ON THE EAST RIGHT-OF-WAY OF
 DV0157'STATE HIGHWAY 69.
 DV0157'
 DV0157'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 DV0157'GO SOUTH ON STATE HIGHWAY 69 FOR 9.8 MILES TO THE STATION ON
 DV0157'THE LEFT.
 DV0157'
 DV0157'THE STATION MARK, STAMPED BUD 1958, IS A STANDARD DISK SET IN
 DV0157'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DV0157'4 INCHES.  IT IS 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 69
 DV0157'AND 8.8 FEET SOUTH OF A WHITNESS POST.
 DV0157'
 DV0157'REFERENCE MARK NO. 1, STAMPED BUD NO 1 1958, IS A STANDARD
 DV0157'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DV0157'THAT PROJECTS 4 INCHES.  IT IS 36 FEET EAST OF THE CENTER OF
 DV0157'STATE HIGHWAY 69 AND 7.3 FEET NORTHWEST OF A WITNESS POST.
 DV0157'
 DV0157'REFERENCE MARK NO. 2, STAMPED BUD NO 2 1958, IS A STANDARD
 DV0157'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DV0157'PROJECTS 3 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF STATE
 DV0157'HIGHWAY 69 AND 27.7 FEET SOUTH OF A WITNESS POST.
 DV0157'
 DV0157'STATION NEW RIVER CAN BE USED FOR AN AZIMUTH MARK.  (SEE
 DV0157'DESCRIPTION THEREOF).
 DV0157
 DV0157                          STATION RECOVERY (1959)
 DV0157
 DV0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0157'9.8 MI S FROM BLACK CANYON.
 DV0157'9.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0157'CANYON, 2.5 MILES NORTH OF NEW RIVER, 0.5 MILE SOUTH OF HIGHWAY
 DV0157'MILEPOST NUMBER 234, 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 8.8
 DV0157'FEET SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 DV0157'CONCRETE POST THAT PROJECTS 4 INCHES.
 DV0157
 DV0157                          STATION RECOVERY (1967)
 DV0157
 DV0157'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV0157'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 AND TRIANGULATION
 DV0157'STATION CARL (AZ. MK.) RECOVERED AS DESCRIBED AND IN GOOD
 DV0157'CONDITION.
 DV0157'
 DV0157'R.M. NO. 1, PUB. DIST = 14.36 FT, CHECK DIST. = 14.4 FT.
 DV0157'
 DV0157'R.M. NO. 2, PUB. DIST. = 19.46 FT, CHECK DIST. = 19.5 FT.
 DV0157
 DV0157                          STATION RECOVERY (2007)
 DV0157
 DV0157'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0157'DID NOT FIND THE STATION MARK, REFERENCE MARK 1 OR REFERENCE MARK 2.
 DV0157'THE ADJUSTED COORDINATES POINT TO A GRADED AREA EAST OF SHOULDER OF
 DV0157'INTERSTATE 17. THE MARKS MAY BE COVERED BY A GRADED RIDGE OF DIRT AND
 DV0157'ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0158 ***********************************************************************
 DV0158  DESIGNATION -  BUD RM 1
 DV0158  PID         -  DV0158
 DV0158  STATE/COUNTY-  AZ/MARICOPA
 DV0158  USGS QUAD   -  NEW RIVER (1981)
 DV0158
 DV0158                         *CURRENT SURVEY CONTROL
 DV0158  ___________________________________________________________________
 DV0158* NAD 83(1986)-  33 56 03.     (N)    112 08 24.     (W)     SCALED    
 DV0158* NAVD 88     -       642.50   (+/-2cm)    2107.9    (feet)  VERTCON   
 DV0158  ___________________________________________________________________
 DV0158  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DV0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0158
 DV0158.The horizontal coordinates were scaled from a topographic map and have
 DV0158.an estimated accuracy of +/- 6 seconds.
 DV0158
 DV0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0158.The vertical order pertains to the NGVD 29 superseded value.
 DV0158
 DV0158.The geoid height was determined by GEOID03.
 DV0158
 DV0158;                    North         East    Units  Estimated Accuracy
 DV0158;SPC AZ C     -   325,380.      192,710.      MT  (+/- 180 meters Scaled)
 DV0158
 DV0158                          SUPERSEDED SURVEY CONTROL
 DV0158
 DV0158  NGVD 29 (??/??/92)  641.873  (m)         2105.88   (f) ADJ UNCH    2 0
 DV0158
 DV0158.Superseded values are not recommended for survey control.
 DV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0158.See file dsdata.txt to determine how the superseded data were derived.
 DV0158
 DV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946554(NAD 83)
 DV0158_MARKER: DR = REFERENCE MARK DISK
 DV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0158_STAMPING: BUD NO 1 1958
 DV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0158+STABILITY: SURFACE MOTION
 DV0158
 DV0158  HISTORY     - Date     Condition        Report By
 DV0158  HISTORY     - 1958     MONUMENTED       CGS
 DV0158  HISTORY     - 1959     GOOD             NGS
 DV0158  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0158
 DV0158                          STATION DESCRIPTION
 DV0158
 DV0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0158'9.8 MI S FROM BLACK CANYON.
 DV0158'9.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0158'CANYON, 2.5 MILES NORTH OF NEW RIVER, 0.5 MILE SOUTH OF MILEPOST
 DV0158'NUMBER 234, 36 FEET EAST OF THE CENTER OF THE HIGHWAY, 7.3 FEET
 DV0158'NORTHWEST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 DV0158'CONCRETE POST THAT PROJECTS 4 INCHES.
 DV0158
 DV0158                          STATION RECOVERY (2007)
 DV0158
 DV0158'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0158'DID NOT FIND THE MARK. THE STATION BUD LOCATION DESCRIPTION FOR THIS
 DV0158'REFERENCE MARK POINTS TO A GRADED AREA EAST OF SHOULDER OF INTERSTATE
 DV0158'17. THE MARK MAY BE COVERED BY A GRADED RIDGE OF DIRT AND ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0156 ***********************************************************************
 DV0156  DESIGNATION -  BUD RM 2
 DV0156  PID         -  DV0156
 DV0156  STATE/COUNTY-  AZ/MARICOPA
 DV0156  USGS QUAD   -  NEW RIVER (1981)
 DV0156
 DV0156                         *CURRENT SURVEY CONTROL
 DV0156  ___________________________________________________________________
 DV0156* NAD 83(1986)-  33 56 03.     (N)    112 08 24.     (W)     SCALED    
 DV0156* NAVD 88     -       642.16   (+/-2cm)    2106.8    (feet)  VERTCON   
 DV0156  ___________________________________________________________________
 DV0156  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DV0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0156
 DV0156.The horizontal coordinates were scaled from a topographic map and have
 DV0156.an estimated accuracy of +/- 6 seconds.
 DV0156
 DV0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0156.The vertical order pertains to the NGVD 29 superseded value.
 DV0156
 DV0156.The geoid height was determined by GEOID03.
 DV0156
 DV0156;                    North         East    Units  Estimated Accuracy
 DV0156;SPC AZ C     -   325,380.      192,710.      MT  (+/- 180 meters Scaled)
 DV0156
 DV0156                          SUPERSEDED SURVEY CONTROL
 DV0156
 DV0156  NGVD 29 (??/??/92)  641.539  (m)         2104.78   (f) ADJ UNCH    2 0
 DV0156
 DV0156.Superseded values are not recommended for survey control.
 DV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0156.See file dsdata.txt to determine how the superseded data were derived.
 DV0156
 DV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946554(NAD 83)
 DV0156_MARKER: DR = REFERENCE MARK DISK
 DV0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0156_STAMPING: BUD NO 2 1958
 DV0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0156+STABILITY: SURFACE MOTION
 DV0156
 DV0156  HISTORY     - Date     Condition        Report By
 DV0156  HISTORY     - 1958     MONUMENTED       CGS
 DV0156  HISTORY     - 1959     GOOD             NGS
 DV0156  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0156
 DV0156                          STATION DESCRIPTION
 DV0156
 DV0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0156'9.8 MI S FROM BLACK CANYON.
 DV0156'9.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0156'CANYON, 2.5 MILES NORTH OF NEW RIVER, 0.5 MILE SOUTH OF MILEPOST
 DV0156'NUMBER 234, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 27.7 FEET SOUTH
 DV0156'OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DV0156'THAT PROJECTS 3 INCHES.
 DV0156
 DV0156                          STATION RECOVERY (2007)
 DV0156
 DV0156'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0156'DID NOT FIND THE MARK. THE STATION BUD LOCATION DESCRIPTION FOR THIS
 DV0156'REFERENCE MARK POINTS TO A GRADED AREA EAST OF SHOULDER OF INTERSTATE
 DV0156'17. THE MARK MAY BE COVERED BY A GRADED RIDGE OF DIRT AND ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0324 ***********************************************************************
 CF0324  DESIGNATION -  BUENA VISTA LOOKOUT HOUSE
 CF0324  PID         -  CF0324
 CF0324  STATE/COUNTY-  AZ/COCHISE
 CF0324  USGS QUAD   -  RUSTLER PARK (1978)
 CF0324
 CF0324                         *CURRENT SURVEY CONTROL
 CF0324  ___________________________________________________________________
 CF0324* NAD 83(1992)-  31 54 59.37315(N)    109 16 25.43982(W)     ADJUSTED  
 CF0324* NAVD 88     -      2689.0    (meters)    8822.     (feet)  VERTCON   
 CF0324  ___________________________________________________________________
 CF0324  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CF0324  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CF0324  HORZ ORDER  -  THIRD
 CF0324
 CF0324.The horizontal coordinates were established by classical geodetic methods
 CF0324.and adjusted by the National Geodetic Survey in August 1993.
 CF0324
 CF0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0324
 CF0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0324
 CF0324.The geoid height was determined by GEOID03.
 CF0324
 CF0324;                    North         East     Units Scale Factor Converg.
 CF0324;SPC AZ E     -   101,956.039   297,805.539   MT  0.99998792   +0 28 19.6
 CF0324;SPC AZ E     -   334,501.44    977,052.29   iFT  0.99998792   +0 28 19.6
 CF0324;UTM  12      - 3,532,479.716   663,213.702   MT  0.99992854   +0 54 46.3
 CF0324
 CF0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0324!SPC AZ E     -   0.99958201  x   0.99998792  =   0.99956994
 CF0324!UTM  12      -   0.99958201  x   0.99992854  =   0.99951058
 CF0324
 CF0324:                Primary Azimuth Mark                     Grid Az
 CF0324:SPC AZ E     -  SILVER PK LOH                            099 06 13.2
 CF0324:UTM  12      -  SILVER PK LOH                            098 39 46.5
 CF0324
 CF0324|---------------------------------------------------------------------|
 CF0324| PID    Reference Object                     Distance      Geod. Az  |
 CF0324|                                                           dddmmss.s |
 CF0324| CF0422 SILVER PK LOH                       APPROX. 7.2 KM 0993432.8 |
 CF0324| CS7398 BUENA VISTA LOH VABM 8826             5.610 METERS 20132     |
 CF0324| CS7397 BUENA VISTA LOOKOUT HOUSE RM 2        9.080 METERS 21724     |
 CF0324|---------------------------------------------------------------------|
 CF0324
 CF0324                          SUPERSEDED SURVEY CONTROL
 CF0324
 CF0324  NAD 83(1986)-  31 54 59.35520(N)    109 16 25.43082(W) AD(       ) 4
 CF0324  NAD 27      -  31 54 59.02300(N)    109 16 23.20900(W) AD(       ) 3
 CF0324  NGVD 29 (02/25/92) 2688.0    (m)         8819.     (f) VERT ANG    3  
 CF0324
 CF0324.Superseded values are not recommended for survey control.
 CF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0324.See file dsdata.txt to determine how the superseded data were derived.
 CF0324
 CF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6321432480(NAD 83)
 CF0324_MARKER: 57 = LOOKOUT TOWER
 CF0324
 CF0324  HISTORY     - Date     Condition        Report By
 CF0324  HISTORY     - 1935     FIRST OBSERVED   CGS
 CF0324
 CF0324                          STATION DESCRIPTION
 CF0324
 CF0324'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1824 ***********************************************************************
 DV1824  DESIGNATION -  BUFFALO
 DV1824  PID         -  DV1824
 DV1824  STATE/COUNTY-  AZ/MARICOPA
 DV1824  USGS QUAD   -  UNION HILLS (1981)
 DV1824
 DV1824                         *CURRENT SURVEY CONTROL
 DV1824  ___________________________________________________________________
 DV1824* NAD 83(1992)-  33 40 13.11526(N)    112 02 44.41792(W)     ADJUSTED  
 DV1824* NAVD 88     -       497.037  (meters)    1630.70   (feet)  ADJUSTED  
 DV1824  ___________________________________________________________________
 DV1824  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DV1824  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1824  DYNAMIC HT  -         496.459 (meters)    1628.80  (feet)  COMP
 DV1824  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DV1824
 DV1824  HORZ ORDER  -  SECOND
 DV1824  VERT ORDER  -  SECOND    CLASS I
 DV1824
 DV1824.The horizontal coordinates were established by classical geodetic methods
 DV1824.and adjusted by the National Geodetic Survey in August 1993.
 DV1824
 DV1824.The orthometric height was determined by differential leveling
 DV1824.and adjusted in November 1993.
 DV1824
 DV1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1824
 DV1824.The geoid height was determined by GEOID03.
 DV1824
 DV1824.The dynamic height is computed by dividing the NAVD 88
 DV1824.geopotential number by the normal gravity value computed on the
 DV1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1824.degrees latitude (g = 980.6199 gals.).
 DV1824
 DV1824.The modeled gravity was interpolated from observed gravity values.
 DV1824
 DV1824;                    North         East     Units Scale Factor Converg.
 DV1824;SPC AZ C     -   296,095.929   201,397.249   MT  0.99990176   -0 04 17.5
 DV1824;SPC AZ C     -   971,443.34    660,752.13   iFT  0.99990176   -0 04 17.5
 DV1824;UTM  12      - 3,726,092.022   403,060.937   MT  0.99971585   -0 34 47.2
 DV1824
 DV1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1824!SPC AZ C     -   0.99992659  x   0.99990176  =   0.99982836
 DV1824!UTM  12      -   0.99992659  x   0.99971585  =   0.99964246
 DV1824
 DV1824|---------------------------------------------------------------------|
 DV1824| PID    Reference Object                     Distance      Geod. Az  |
 DV1824|                                                           dddmmss.s |
 DV1824| DV1825 BUFFALO RM 1                         11.043 METERS 00755     |
 DV1824| DV1826 BUFFALO RM 2                          7.427 METERS 16434     |
 DV1824| DV0116 HEDGPETH                            APPROX. 9.3 KM 2664711.5 |
 DV1824|---------------------------------------------------------------------|
 DV1824
 DV1824                          SUPERSEDED SURVEY CONTROL
 DV1824
 DV1824  NAD 83(1986)-  33 40 13.11008(N)    112 02 44.42417(W) AD(       ) 2
 DV1824  NGVD 29 (11/30/89)  496.48   (m)         1628.9    (f) LEVELING    3  
 DV1824
 DV1824.Superseded values are not recommended for survey control.
 DV1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1824.See file dsdata.txt to determine how the superseded data were derived.
 DV1824
 DV1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0306126092(NAD 83)
 DV1824_MARKER: DS = TRIANGULATION STATION DISK
 DV1824_SETTING: 66 = SET IN ROCK OUTCROP
 DV1824_SP_SET: BEDROCK
 DV1824_STAMPING: BUFFALO 1983
 DV1824_MARK LOGO: AZDT  
 DV1824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1824+STABILITY: POSITION/ELEVATION WELL
 DV1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1824+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DV1824
 DV1824  HISTORY     - Date     Condition        Report By
 DV1824  HISTORY     - 1983     MONUMENTED       AZDT
 DV1824  HISTORY     - 1984     GOOD             AZDT
 DV1824  HISTORY     - 19910506 GOOD             USPSQD
 DV1824  HISTORY     - 20060930 GOOD             GEOCAC
 DV1824  HISTORY     - 20080626 GOOD             GEOCAC
 DV1824
 DV1824                          STATION DESCRIPTION
 DV1824
 DV1824'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV1824'THE STATION IS LOCATED ON TOP OF A LOW ROCKY HILL AT THE NORTH END OF
 DV1824'BUFFALO RIDGE.  IT IS ABOUT 15-1/2 MILES NORTHEAST OF PHOENIX AND 300
 DV1824'FEET NORTH OF BEARDSLY ROAD.
 DV1824'
 DV1824'THE STATION MARK IS AN AZDT DISK STAMPED---BUFFALO 1983---.  IT IS SET
 DV1824'IN A DRILL HOLE IN BEDROCK.
 DV1824'
 DV1824'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BUFFALO RM 1 1983---.  IT
 DV1824'IS SET IN A DRILL HOLE IN A BOULDER.
 DV1824'
 DV1824'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BUFFALO RM 2 1983---.  IT
 DV1824'IS SET IN A DRILL HOLE IN A BOULDER.
 DV1824'
 DV1824'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV1824'AND BEARDSLY ROAD IN NORTHERN PHOENIX, TRAVEL EAST ALONG BEARDSLY ROAD
 DV1824'FOR 3.8 MILES TO A SADDLE AND THE STATION ON THE LEFT.
 DV1824
 DV1824                          STATION RECOVERY (1984)
 DV1824
 DV1824'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1824'IN PHOENIX.
 DV1824'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1824'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.118 KM (3.8 MI) TO A SADDLE ON
 DV1824'BUFFALO RIDGE AND THE STATION ON THE LEFT, 91.44 METERS (300.0 FT)
 DV1824'NORTH UP A STEEP ROCKY RIDGE FROM BEARDSLY ROAD TO THE TOP AND THE
 DV1824'STATION, AND AN AZDT ALUMINUM CAP SET IN A DRILL HOLE IN BEDROCK.
 DV1824
 DV1824                          STATION RECOVERY (1991)
 DV1824
 DV1824'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1824'RECOVERED IN GOOD CONDITION.
 DV1824
 DV1824                          STATION RECOVERY (2006)
 DV1824
 DV1824'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1824'RECOVERED IN GOOD CONDITION.
 DV1824
 DV1824                          STATION RECOVERY (2008)
 DV1824
 DV1824'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1828 ***********************************************************************
 DV1828  DESIGNATION -  BUFFALO AZ MK
 DV1828  PID         -  DV1828
 DV1828  STATE/COUNTY-  AZ/MARICOPA
 DV1828  USGS QUAD   -  UNION HILLS (1981)
 DV1828
 DV1828                         *CURRENT SURVEY CONTROL
 DV1828  ___________________________________________________________________
 DV1828* NAD 83(1992)-  33 40 26.58774(N)    112 01 52.25978(W)     NO CHECK  
 DV1828* NAVD 88     -       461.715  (meters)    1514.81   (feet)  ADJUSTED  
 DV1828  ___________________________________________________________________
 DV1828  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DV1828  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DV1828  DYNAMIC HT  -         461.175 (meters)    1513.04  (feet)  COMP
 DV1828  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 DV1828
 DV1828  HORZ ORDER  -  SECOND
 DV1828  VERT ORDER  -  SECOND    CLASS I
 DV1828
 DV1828.The horizontal coordinates were established by classical geodetic methods
 DV1828.and adjusted by the National Geodetic Survey in August 1993.
 DV1828.No horizontal observational check was made to the station.
 DV1828
 DV1828.The orthometric height was determined by differential leveling
 DV1828.and adjusted in November 1993.
 DV1828
 DV1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1828
 DV1828.The geoid height was determined by GEOID03.
 DV1828
 DV1828.The dynamic height is computed by dividing the NAVD 88
 DV1828.geopotential number by the normal gravity value computed on the
 DV1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1828.degrees latitude (g = 980.6199 gals.).
 DV1828
 DV1828.The modeled gravity was interpolated from observed gravity values.
 DV1828
 DV1828;                    North         East     Units Scale Factor Converg.
 DV1828;SPC AZ C     -   296,509.394   202,741.230   MT  0.99990139   -0 03 48.6
 DV1828;SPC AZ C     -   972,799.85    665,161.52   iFT  0.99990139   -0 03 48.6
 DV1828;UTM  12      - 3,726,493.472   404,408.281   MT  0.99971265   -0 34 18.5
 DV1828
 DV1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1828!SPC AZ C     -   0.99993213  x   0.99990139  =   0.99983353
 DV1828!UTM  12      -   0.99993213  x   0.99971265  =   0.99964480
 DV1828
 DV1828                          SUPERSEDED SURVEY CONTROL
 DV1828
 DV1828  NAD 83(1986)-  33 40 26.58252(N)    112 01 52.26594(W) AD(       ) 2
 DV1828  NGVD 29 (11/30/89)  461.2    (m)         1513.     (f) LEVELING    3  
 DV1828
 DV1828.Superseded values are not recommended for survey control.
 DV1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1828.See file dsdata.txt to determine how the superseded data were derived.
 DV1828
 DV1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0440826493(NAD 83)
 DV1828_MARKER: DZ = AZIMUTH MARK DISK
 DV1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1828_SP_SET: CONCRETE POST
 DV1828_STAMPING: BUFFALO AZ.
 DV1828_MARK LOGO: AZDT  
 DV1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1828+STABILITY: SURFACE MOTION
 DV1828
 DV1828  HISTORY     - Date     Condition        Report By
 DV1828  HISTORY     - 1983     MONUMENTED       AZDT
 DV1828  HISTORY     - 1984     GOOD             AZDT
 DV1828  HISTORY     - 19961023 GOOD             USPSQD
 DV1828  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 DV1828
 DV1828                          STATION DESCRIPTION
 DV1828
 DV1828'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1828'IN PHOENIX.
 DV1828'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1828'TRAVEL EAST ALONG BEARDSLY ROAD FOR 7.567 KM (4.7 MI) TO CAVE CREEK
 DV1828'ROAD, THENCE NORTH FOR 0.483 KM (0.30 MI) TO THE MARK ON THE LEFT,
 DV1828'17.53 METERS (57.5 FT) WEST OF CAVECREEK ROAD CENTERLINE, AND AN AZDT
 DV1828'ALUMINUM CAP IN A CONCRETE POST.
 DV1828
 DV1828                          STATION RECOVERY (1996)
 DV1828
 DV1828'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1828'RECOVERED IN GOOD CONDITION.
 DV1828
 DV1828                          STATION RECOVERY (2006)
 DV1828
 DV1828'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1828'NO EVIDECE OF THE MARK WAS FOUND. SOME MAJOR CONSTRUCTION HAS BEEN
 DV1828'GOING ON HERE, INCLUDING THE INSTALLATION OF A NEW POWER TRANSMISSION
 DV1828'POLE CLOSE BY THE GPS ZERO POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1825 ***********************************************************************
 DV1825  DESIGNATION -  BUFFALO RM 1
 DV1825  PID         -  DV1825
 DV1825  STATE/COUNTY-  AZ/MARICOPA
 DV1825  USGS QUAD   -  UNION HILLS (1981)
 DV1825
 DV1825                         *CURRENT SURVEY CONTROL
 DV1825  ___________________________________________________________________
 DV1825* NAD 83(1992)-  33 40 13.47027(N)    112 02 44.35883(W)     NO CHECK  
 DV1825* NAVD 88     -       497.495  (meters)    1632.20   (feet)  ADJUSTED  
 DV1825  ___________________________________________________________________
 DV1825  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DV1825  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1825  DYNAMIC HT  -         496.916 (meters)    1630.30  (feet)  COMP
 DV1825  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DV1825
 DV1825  HORZ ORDER  -  SECOND
 DV1825  VERT ORDER  -  SECOND    CLASS I
 DV1825
 DV1825.The horizontal coordinates were established by classical geodetic methods
 DV1825.and adjusted by the National Geodetic Survey in August 1993.
 DV1825.No horizontal observational check was made to the station.
 DV1825
 DV1825.The orthometric height was determined by differential leveling
 DV1825.and adjusted in November 1993.
 DV1825
 DV1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1825
 DV1825.The geoid height was determined by GEOID03.
 DV1825
 DV1825.The dynamic height is computed by dividing the NAVD 88
 DV1825.geopotential number by the normal gravity value computed on the
 DV1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1825.degrees latitude (g = 980.6199 gals.).
 DV1825
 DV1825.The modeled gravity was interpolated from observed gravity values.
 DV1825
 DV1825;                    North         East     Units Scale Factor Converg.
 DV1825;SPC AZ C     -   296,106.864   201,398.785   MT  0.99990176   -0 04 17.4
 DV1825;SPC AZ C     -   971,479.21    660,757.17   iFT  0.99990176   -0 04 17.4
 DV1825;UTM  12      - 3,726,102.940   403,062.570   MT  0.99971584   -0 34 47.2
 DV1825
 DV1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1825!SPC AZ C     -   0.99992652  x   0.99990176  =   0.99982829
 DV1825!UTM  12      -   0.99992652  x   0.99971584  =   0.99964238
 DV1825
 DV1825                          SUPERSEDED SURVEY CONTROL
 DV1825
 DV1825  NAD 83(1986)-  33 40 13.46508(N)    112 02 44.36508(W) AD(       ) 2
 DV1825  NGVD 29 (11/30/89)  496.9    (m)         1630.     (f) LEVELING    3  
 DV1825
 DV1825.Superseded values are not recommended for survey control.
 DV1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1825.See file dsdata.txt to determine how the superseded data were derived.
 DV1825
 DV1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0306326103(NAD 83)
 DV1825_MARKER: DR = REFERENCE MARK DISK
 DV1825_SETTING: 80 = SET IN A BOULDER
 DV1825_SP_SET: BOULDER
 DV1825_STAMPING: BUFFALO RM 1 1983
 DV1825_MARK LOGO: AZDT  
 DV1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1825+STABILITY: SURFACE MOTION
 DV1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1825+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DV1825
 DV1825  HISTORY     - Date     Condition        Report By
 DV1825  HISTORY     - 1983     MONUMENTED       AZDT
 DV1825  HISTORY     - 1984     GOOD             AZDT
 DV1825  HISTORY     - 19910506 GOOD             USPSQD
 DV1825  HISTORY     - 20060930 GOOD             GEOCAC
 DV1825  HISTORY     - 20080626 GOOD             GEOCAC
 DV1825
 DV1825                          STATION DESCRIPTION
 DV1825
 DV1825'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1825'IN PHOENIX.
 DV1825'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1825'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.118 KM (3.8 MI) TO STATION
 DV1825'BUFFALO AZDT ON THE LEFT AND THE MARK, 11.04 METERS (36.24 FT)
 DV1825'NORTHEAST OF STATION BUFFALO AZDT, AND AN AZDT ALUMINUM CAP IN A DRILL
 DV1825'HOLE ON A BOULDER.
 DV1825
 DV1825                          STATION RECOVERY (1991)
 DV1825
 DV1825'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1825'RECOVERED IN GOOD CONDITION.
 DV1825
 DV1825                          STATION RECOVERY (2006)
 DV1825
 DV1825'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1825'RECOVERED IN GOOD CONDITION.
 DV1825
 DV1825                          STATION RECOVERY (2008)
 DV1825
 DV1825'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1826 ***********************************************************************
 DV1826  DESIGNATION -  BUFFALO RM 2
 DV1826  PID         -  DV1826
 DV1826  STATE/COUNTY-  AZ/MARICOPA
 DV1826  USGS QUAD   -  UNION HILLS (1981)
 DV1826
 DV1826                         *CURRENT SURVEY CONTROL
 DV1826  ___________________________________________________________________
 DV1826* NAD 83(1992)-  33 40 12.88291(N)    112 02 44.34116(W)     NO CHECK  
 DV1826* NAVD 88     -       496.578  (meters)    1629.19   (feet)  ADJUSTED  
 DV1826  ___________________________________________________________________
 DV1826  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DV1826  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1826  DYNAMIC HT  -         496.001 (meters)    1627.30  (feet)  COMP
 DV1826  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1826
 DV1826  HORZ ORDER  -  SECOND
 DV1826  VERT ORDER  -  SECOND    CLASS I
 DV1826
 DV1826.The horizontal coordinates were established by classical geodetic methods
 DV1826.and adjusted by the National Geodetic Survey in August 1993.
 DV1826.No horizontal observational check was made to the station.
 DV1826
 DV1826.The orthometric height was determined by differential leveling
 DV1826.and adjusted in November 1993.
 DV1826
 DV1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1826
 DV1826.The geoid height was determined by GEOID03.
 DV1826
 DV1826.The dynamic height is computed by dividing the NAVD 88
 DV1826.geopotential number by the normal gravity value computed on the
 DV1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1826.degrees latitude (g = 980.6199 gals.).
 DV1826
 DV1826.The modeled gravity was interpolated from observed gravity values.
 DV1826
 DV1826;                    North         East     Units Scale Factor Converg.
 DV1826;SPC AZ C     -   296,088.769   201,399.218   MT  0.99990176   -0 04 17.4
 DV1826;SPC AZ C     -   971,419.85    660,758.59   iFT  0.99990176   -0 04 17.4
 DV1826;UTM  12      - 3,726,084.845   403,062.842   MT  0.99971584   -0 34 47.2
 DV1826
 DV1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1826!SPC AZ C     -   0.99992667  x   0.99990176  =   0.99982843
 DV1826!UTM  12      -   0.99992667  x   0.99971584  =   0.99964253
 DV1826
 DV1826                          SUPERSEDED SURVEY CONTROL
 DV1826
 DV1826  NAD 83(1986)-  33 40 12.87774(N)    112 02 44.34741(W) AD(       ) 2
 DV1826  NGVD 29 (11/30/89)  496.0    (m)         1627.     (f) LEVELING    3  
 DV1826
 DV1826.Superseded values are not recommended for survey control.
 DV1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1826.See file dsdata.txt to determine how the superseded data were derived.
 DV1826
 DV1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0306326085(NAD 83)
 DV1826_MARKER: DR = REFERENCE MARK DISK
 DV1826_SETTING: 80 = SET IN A BOULDER
 DV1826_SP_SET: BOULDER
 DV1826_STAMPING: BUFFALO RM 2 1983
 DV1826_MARK LOGO: AZDT  
 DV1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1826+STABILITY: SURFACE MOTION
 DV1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1826+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DV1826
 DV1826  HISTORY     - Date     Condition        Report By
 DV1826  HISTORY     - 1983     MONUMENTED       AZDT
 DV1826  HISTORY     - 1984     GOOD             AZDT
 DV1826  HISTORY     - 19910506 GOOD             USPSQD
 DV1826  HISTORY     - 20060930 GOOD             GEOCAC
 DV1826  HISTORY     - 20080626 GOOD             GEOCAC
 DV1826
 DV1826                          STATION DESCRIPTION
 DV1826
 DV1826'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1826'IN PHOENIX.
 DV1826'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1826'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.118 KM (3.8 MI) TO STATION
 DV1826'BUFFALO AZDT ON THE LEFT AND THE MARK, 7.427 METERS (24.36 FT) SOUTH
 DV1826'OF THE STATION, AND AN AZDT ALUMINUM CAP IN A DRILL HOLE ON A BOULDER.
 DV1826
 DV1826                          STATION RECOVERY (1991)
 DV1826
 DV1826'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1826'RECOVERED IN GOOD CONDITION.
 DV1826
 DV1826                          STATION RECOVERY (2006)
 DV1826
 DV1826'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1826'RECOVERED IN GOOD CONDITION.
 DV1826
 DV1826                          STATION RECOVERY (2008)
 DV1826
 DV1826'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1754 ***********************************************************************
 CZ1754  DESIGNATION -  BUFORD
 CZ1754  PID         -  CZ1754
 CZ1754  STATE/COUNTY-  AZ/GRAHAM
 CZ1754  USGS QUAD   -  BUFORD HILL (1972)
 CZ1754
 CZ1754                         *CURRENT SURVEY CONTROL
 CZ1754  ___________________________________________________________________
 CZ1754* NAD 83(1992)-  32 50 10.11664(N)    110 14 28.11989(W)     ADJUSTED  
 CZ1754* NAVD 88     -      1969.6    (meters)    6462.     (feet)  VERTCON   
 CZ1754  ___________________________________________________________________
 CZ1754  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 CZ1754  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CZ1754  HORZ ORDER  -  FIRST
 CZ1754
 CZ1754.The horizontal coordinates were established by classical geodetic methods
 CZ1754.and adjusted by the National Geodetic Survey in August 1993.
 CZ1754
 CZ1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1754
 CZ1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1754
 CZ1754.The geoid height was determined by GEOID03.
 CZ1754
 CZ1754;                    North         East     Units Scale Factor Converg.
 CZ1754;SPC AZ E     -   203,583.640   206,387.675   MT  0.99990060   -0 02 25.4
 CZ1754;SPC AZ E     -   667,925.33    677,124.92   iFT  0.99990060   -0 02 25.4
 CZ1754;UTM  12      - 3,633,377.070   571,020.733   MT  0.99966219   +0 24 41.4
 CZ1754
 CZ1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1754!SPC AZ E     -   0.99969509  x   0.99990060  =   0.99959572
 CZ1754!UTM  12      -   0.99969509  x   0.99966219  =   0.99935738
 CZ1754
 CZ1754|---------------------------------------------------------------------|
 CZ1754| PID    Reference Object                     Distance      Geod. Az  |
 CZ1754|                                                           dddmmss.s |
 CZ1754| CC7059 BUFORD RM 1                           4.361 METERS 04927     |
 CZ1754| CC7058 BUFORD AZ MK                                       1045658.4 |
 CZ1754| CC7060 BUFORD RM 2                           8.077 METERS 33507     |
 CZ1754|---------------------------------------------------------------------|
 CZ1754
 CZ1754                          SUPERSEDED SURVEY CONTROL
 CZ1754
 CZ1754  NAD 83(1986)-  32 50 10.11315(N)    110 14 28.11841(W) AD(       ) 1
 CZ1754  NAD 27      -  32 50 09.87700(N)    110 14 25.81200(W) AD(       ) 1
 CZ1754  NGVD 29 (07/19/86) 1968.8    (m)         6459.     (f) VERT ANG    3  
 CZ1754
 CZ1754.Superseded values are not recommended for survey control.
 CZ1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1754.See file dsdata.txt to determine how the superseded data were derived.
 CZ1754
 CZ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7102133377(NAD 83)
 CZ1754_MARKER: DS = TRIANGULATION STATION DISK
 CZ1754_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1754_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1754
 CZ1754  HISTORY     - Date     Condition        Report By
 CZ1754  HISTORY     - 1946     MONUMENTED       CGS
 CZ1754  HISTORY     - 1968     GOOD             AMS
 CZ1754
 CZ1754                          STATION DESCRIPTION
 CZ1754
 CZ1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1754'THE STATION IS 6 MILES, AIRLINE, E OF KLONDYKE AND 24 MILES
 CZ1754'W OF PIMA.  THE PEAK IS ABOUT 5 MILES S OF THE CREST OF THE
 CZ1754'SANTA TERESA MOUNTAINS AND ABOUT 1,000 FEET LOWER.  THE STATION
 CZ1754'AND PEAK ARE PROMINENT AS SEEN FROM THE E AND W.  FROM THE S
 CZ1754'IT IS ALMOST INVISIBLE AGAINST THE HIGHER RANGE BEHIND.
 CZ1754'
 CZ1754'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW TOWARD KLONDYKE
 CZ1754'FOR 13.8 MILES TO A CATTLE GUARD.  CONTINUE FOR 0.1 MILE TO
 CZ1754'A SIDE ROAD LEFT AND A SIGN READING EUREKA RANCH.  CONTINUE
 CZ1754'STRAIGHT AHEAD FOR 9.3 MILES TO A T-INTERSECTION AND A SIGN
 CZ1754'READING PIMA 32.  HERE TURN RIGHT FOLLOWING THE SIGN AND GO
 CZ1754'5.6 MILES TO A LARGE SIGN ON THE LEFT READING BIRD REFUGE.  HERE
 CZ1754'TURN LEFT ON A TRACK ROAD AND GO 2.2 MILES TO A WIRE GATE.
 CZ1754'CONTINUE 0.2 MILE TO A FORK AND A SIGN READING GOAT CAMP ROAD.
 CZ1754'HERE TAKE THE LEFT FORK FOLLOWING THE SIGN AND GO 0.7 MILE TO
 CZ1754'THE AZIMUTH MARK WITNESS POST ON THE LEFT.  CONTINUE DOWN
 CZ1754'INTO A SMALL WASH FOR 0.1 MILE TO A JUNCTION OF THIS AND A
 CZ1754'LARGE WASH.  GO DOWNSTREAM FOR 0.2 MILE TO A JUNCTION WITH
 CZ1754'A SECOND WASH AND A HERDERS CAMP UPSTREAM TO THE RIGHT.
 CZ1754'CONTINUE DOWNSTREAM FOR 1.2 MILES TO A POINT JUST ABOVE A SHACK
 CZ1754'AND A WATER TANK.  HERE TURN RIGHT OR N UP ONTO THE RIDGE.
 CZ1754'GO NE AND THEN NW TOWARD THE HIGHEST POINT WHICH IS THE STATION
 CZ1754'FOR 1.1 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ1754'ABOUT 3/4 MILE UP THE STEEP SLOPE TO THE HIGHEST POINT AND
 CZ1754'THE STATION.
 CZ1754'
 CZ1754'THE STATION MARK IS A BRONZE STATION DISK, STAMPED BUFORD 1946,
 CZ1754'AND SET IN BEDROCK PROJECTING 14 INCHES.  IT IS 14 FEET SW OF
 CZ1754'THE HIGHEST POINT WHICH IS REFERENCE MARK 1.
 CZ1754'
 CZ1754'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED BUFORD NO
 CZ1754'1 1946, AND SET IN BEDROCK PROJECTING 10 INCHES.  IT IS ABOUT
 CZ1754'14 INCHES ABOVE THE STATION AND THE MARK IS NE OF THE STATION.
 CZ1754'
 CZ1754'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED
 CZ1754'BUFORD NO 2 1946, AND SET IN A BOULDER PROJECTING 16 INCHES.
 CZ1754'IT IS ABOUT 5 INCHES LOWER THAN THE STATION AND THE MARK IS NNW
 CZ1754'OF THE STATION.
 CZ1754'
 CZ1754'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED BUFORD
 CZ1754'1946, AND SET IN A BOULDER PROJECTING 2 FEET.  IT IS 26.4 FEET
 CZ1754'SW OF THE WITNESS POST AND 35 FEET S OF THE CENTER OF THE ROAD
 CZ1754'TO STATION.  THE MARK IS ESE OF THE STATION.
 CZ1754'
 CZ1754'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1754
 CZ1754                          STATION RECOVERY (1968)
 CZ1754
 CZ1754'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1754'STATION IS LOCATED APPROXIMATELY 5.5. AIRMILES (E) OF KLONDYKE AND
 CZ1754'23.5 AIRMILES (NW) OF BONITA.
 CZ1754'
 CZ1754'TO REACH FROM GENERAL STORE IN KLONDYKE GO (SE) ON KLONDYKE-BONITA
 CZ1754'ROAD FOR 7.7 MILES TO A T INTERSECTION AND SIGN SAFFORD, TURN
 CZ1754'LEFT (ENE) AND GO 5.7 MILES TO JUNCTION WITH A ROAD LEFT AND SIGN
 CZ1754'NATIONAL FOREST BOUNDARY, COTTON WOOD TRAIL 5, TURN LEFT (NE)
 CZ1754'AND GO 1.7 MILES TO A JEEP TRAIL ON RIGHT, TURN RIGHT (N) AND
 CZ1754'GO 0.5 MILE TO A WIRE GATE, CONTINUE FOR 0.1 MILE TO A Y
 CZ1754'INTERSECTION, TAKE THE LEFT FORK (WSW) FOR 0.8 MILE TO A
 CZ1754'REVERSE Y INTERSECTION WITH THE AZIMUTH MARK AND WITNESS POST
 CZ1754'ON LEFT, TURN RIGHT (N) AND FOLLOW ROAD 0.2 MILE UNTIL ROAD
 CZ1754'TURNS INTO A SMALL WASH AND JUNCTION WITH LARGE WASH (FROM
 CZ1754'JUNCTION A SMALL HERDERS CAMP CAN BE SEEN ON RIGHT).  TURN LEFT
 CZ1754'(W) INTO A LARGE WASH AND GO DOWNSTREAM FOR 1.4 MILES TO A
 CZ1754'POINT JUST BEFORE AN ABANDONED SHACK AND WATER TANK, TURN
 CZ1754'RIGHT (N) AND TRAVEL CROSS COUNTRY FOR 1 MILE TO FOOT OF
 CZ1754'HIGHEST POINT AND END OF JEEP TRAVEL.  PACK (N) TO HIGHEST
 CZ1754'POINT AND STATION.  PACK TIME WITH LIGHT PACK IS 1-1/2 HOURS.
 CZ1754'STATION IS APPROXIMATELY 15 FT (SW) OF THE HIGHEST POINT AND
 CZ1754'IT IS A USC AND GS BRONZE DISK STAMPED BUFORD 1946.
 CZ1754'
 CZ1754'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK STAMPED BUFORD 1
 CZ1754'1946 AND IS (NE)  N 49 DEG E AT A DISTANCE OF 4.369M
 CZ1754'AND A DE OF +0.10M FROM THE STATION.  MARK IS THE HIGHEST POINT
 CZ1754'ON THE HILL.
 CZ1754'
 CZ1754'REFERENCE MARK 2 IS USC AND GS BRONZE DISK STAMPED BUFORD 2 1946
 CZ1754'IT IS (NW)  N 25 DEG W AT A DISTANCE OF 8.059M AND A
 CZ1754'DE OF -0.35M FROM THE STATION.
 CZ1754'
 CZ1754'AZIMUTH MARK IS A USC AND GS BRONZE DISK STAMPED BUFORD 1946 AND
 CZ1754'IS LOCATED 26.4 FT (SW) OF A WHITE WITNESS POST AND 35 FT (S)
 CZ1754'OF CENTERLINE OF RIGHT FORK OF REVERSE Y INTERSECTION LEADING TO
 CZ1754'STATION.
 CZ1754'
 CZ1754'CONDITION OF ALL MARKS EXCELLENT.  VIEW IS EXCELLENT IN ALL
 CZ1754'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2222 ***********************************************************************
 DU2222  DESIGNATION -  BUFORD
 DU2222  PID         -  DU2222
 DU2222  STATE/COUNTY-  AZ/MARICOPA
 DU2222  USGS QUAD   -  HUMBOLDT MTN (1978)
 DU2222
 DU2222                         *CURRENT SURVEY CONTROL
 DU2222  ___________________________________________________________________
 DU2222* NAD 83(1992)-  33 54 48.85136(N)    111 47 02.37981(W)     ADJUSTED  
 DU2222* NAVD 88     -      1529.     (meters)    5016.     (feet)  SCALED    
 DU2222  ___________________________________________________________________
 DU2222  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DU2222  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU2222  HORZ ORDER  -  FIRST
 DU2222
 DU2222.The horizontal coordinates were established by classical geodetic methods
 DU2222.and adjusted by the National Geodetic Survey in August 1993.
 DU2222
 DU2222.The orthometric height was scaled from a topographic map.
 DU2222
 DU2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2222
 DU2222.The geoid height was determined by GEOID03.
 DU2222
 DU2222;                    North         East     Units Scale Factor Converg.
 DU2222;SPC AZ C     -   323,075.759   225,628.077   MT  0.99990185   +0 04 26.5
 DU2222;SPC AZ C     - 1,059,959.84    740,249.60   iFT  0.99990185   +0 04 26.5
 DU2222;UTM  12      - 3,752,849.500   427,525.712   MT  0.99966475   -0 26 14.8
 DU2222
 DU2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2222!SPC AZ C     -   0.99976447  x   0.99990185  =   0.99966634
 DU2222!UTM  12      -   0.99976447  x   0.99966475  =   0.99942930
 DU2222
 DU2222|---------------------------------------------------------------------|
 DU2222| PID    Reference Object                     Distance      Geod. Az  |
 DU2222|                                                           dddmmss.s |
 DU2222| DU2223 KENTUCK 5 17                          1.793 METERS 04638     |
 DU2222| ES0991 DAVENPORT PEAK                      APPROX.19.0 KM 0575330.8 |
 DU2222| CH4893 BUFORD RM 2                           4.244 METERS 06800     |
 DU2222| DU2191 SADDLE MOUNTAIN                     APPROX.24.7 KM 0783850.1 |
 DU2222| DU2075 WEAVERS NEEDLE                      APPROX.65.6 KM 1441004.2 |
 DU2222| CH4438 BUFORD AZ MK                                       1650144.8 |
 DU2222| DU2205 ROCK PINNACLE                       APPROX.21.9 KM 1995412.7 |
 DU2222| DV2127 ESTRELLA MTNS HIGHEST SUMMIT        APPROX.84.7 KM 2130819.1 |
 DU2222| CH4439 BUFORD RM 1                           5.760 METERS 31908     |
 DU2222| DU2220 HUMBOLDT LOOKOUT HOUSE              APPROX. 7.6 KM 3501508.4 |
 DU2222|---------------------------------------------------------------------|
 DU2222
 DU2222                          SUPERSEDED SURVEY CONTROL
 DU2222
 DU2222  NAD 83(1986)-  33 54 48.84529(N)    111 47 02.38369(W) AD(       ) 1
 DU2222  NAD 27      -  33 54 48.70500(N)    111 46 59.86500(W) AD(       ) 1
 DU2222
 DU2222.Superseded values are not recommended for survey control.
 DU2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2222.See file dsdata.txt to determine how the superseded data were derived.
 DU2222
 DU2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2752652850(NAD 83)
 DU2222_MARKER: DS = TRIANGULATION STATION DISK
 DU2222_SETTING: 66 = SET IN ROCK OUTCROP
 DU2222
 DU2222  HISTORY     - Date     Condition        Report By
 DU2222  HISTORY     - 1924     MONUMENTED       CGS
 DU2222  HISTORY     - 1946     GOOD             CGS
 DU2222  HISTORY     - 20080621 POOR             GEOCAC
 DU2222
 DU2222                          STATION DESCRIPTION
 DU2222
 DU2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DU2222'ABOUT 35 MILES NORTH-NORTHEAST OF PHOENIX, 3 MILES NORTHEAST OF
 DU2222'THE SEARS RANCH ON CAMP CREEK, 1-1/2 MILES NORTHWEST OF A
 DU2222'BRANDING CORRAL ON THE CAMP CREEK-VERDE RIVER WAGON ROAD, AND ON
 DU2222'THE HIGHEST POINT OF A PROMINENT MOUNTAIN KNOWN ON GENERAL LAND
 DU2222'OFFICE MAPS AS MOUNT BUFORD, TO THE FOREST SERVICE AS KENTUCK
 DU2222'MOUNTAIN, AND AT THE SEARS RANCH AS BUCK BASIN MOUNTAIN.  THIS
 DU2222'PEAK IS THE HIGHEST IN THE VICINITY AND CAN BE RECOGNIZED FROM THE
 DU2222'SOUTH AS THE POINTED PEAK WITH THE LONG SLOPE TO THE WEST AND
 DU2222'STEEP SLOPE TO THE EAST.  MARKED BY A STANDARD BRONZE DISK.
 DU2222'THE REFERENCE MARK, A STANDARD BRONZE
 DU2222'REFERENCE DISK, IS 5.778 METERS (18.96 FEET) FROM
 DU2222'STATION N 40 DEG 57 MIN W.
 DU2222
 DU2222                          STATION RECOVERY (1946)
 DU2222
 DU2222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2222'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND TO BE IN
 DU2222'GOOD CONDITION.  A NEW REFERENCE MARK, (NO 2), AND A AZIMUTH MARK
 DU2222'WERE ADDED AND STAMPED AS DESCRIBED BELOW.  THE NEW MEASUREMENT
 DU2222'TO REFERENCE MARK NO. 1 WAS CHECKED AND THEREFORE SUPERSEDES THE
 DU2222'OLD MEASUREMENT.
 DU2222'
 DU2222'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 DU2222'MOUNTAIN, WHICH IS THE HIGHEST IN THE VICINITY, AND IS KNOWN ON
 DU2222'GENERAL LAND OFFICE MAPS AS MOUNT BUFORD, AND TO THE FOREST
 DU2222'SERVICE AS KENTUCK MOUNTAIN.  THIS PEAK CAN BE RECOGNIZED FROM
 DU2222'THE SOUTH AS THE POINTED PEAK WITH THE LONG SLOPE TO THE WEST AND
 DU2222'STEEP SLOPE TO THE EAST.  IN APPROXIMATE AIRLINE DISTANCE IT IS
 DU2222'LOCATED ABOVE 40 MILES NORTH-NORTHEAST OF PHOENIX, ABOUT 38
 DU2222'MILES NORTH OF MESA, 18 MILES WEST-NORTHWEST OF SUNFLOWER, 11
 DU2222'MILES NORTHEAST OF CAVE CREEK, AND IS LOCATED WITHIN THE
 DU2222'TONTO NATIONAL FOREST.
 DU2222'
 DU2222'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO SOUTH
 DU2222'AND EAST ON THE HORSE SHOE AND BARTLETT DAM ROAD FOR 1.15 MILES
 DU2222'TO THE END OF THE MACADAM ROAD, HERE CONTINUE ON THE WELL GRADED
 DU2222'ROAD FOR 2.4 MILES TO THE CATTLE GUARD MARKING THE ENTRANCE INTO
 DU2222'THE TONTO NATIONAL FOREST.  CROSS OVER THIS CATTLE GUARD AND
 DU2222'CONTINUE ON THE WELL GRADED ROAD FOR 3.95 MILES TO A FORK.  TAKE
 DU2222'THE LEFT FORK AS PER SIGN TO CAMP CREEK AND CONTINUE ON THE
 DU2222'MAIN TRAVELED ROAD FOR 2.35 MILES TO WHERE THE ROAD CROSSES
 DU2222'BLUE WASH, HERE CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 DU2222'ROAD FOR 0.1 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER
 DU2222'SIGN KAY RANCH 3/4 GOING 0.75 MILES TO THE BOTTOM OF A CANYON
 DU2222'AND A FORK.  TAKE THE RIGHT FORK GOING FOR 50 FEET TO A GATE,
 DU2222'HERE TURN SHARP LEFT BEFORE GOING THROUGH THE GATE AND
 DU2222'FOLLOW THE DIM TRACK ROAD ALONG THE FENCE, ACROSS THE WASH AND
 DU2222'UP OUT OF THE CANYON, GOING FOR 0.9 MILES TO A WASH.  TURN
 DU2222'LEFT UP THIS WASH, GOING FOR 0.1 MILE AND THEN TURN RIGHT ON A
 DU2222'DIM ROAD UP A SMALL WASH AND GO 0.2 MILES TO WHERE THE TRACK ROAD
 DU2222'LEAVES THE WASH ON THE LEFT.  TURN LEFT HERE AND FOLLOW THIS
 DU2222'TRACK ROAD FOR 0.4 MILES TO A FORK, TAKE THE LEFT FORK AND
 DU2222'FOLLOW THIS TRACK ROAD FOR 3.5 MILES TO WHERE IT MAKES A LEFT
 DU2222'TURN AND A DIM TRACK ROAD TURNS OFF TO THE RIGHT.  TAKE THE
 DU2222'DIM RIGHT FORK AND FOLLOW THE DIM TRACK ROAD UP THE RIDGE FOR 0.3
 DU2222'MILES TO A GROUP OF LARGE BOULDERS AND THE AZIMUTH MARK.
 DU2222'CONTINUE ON UP THE RIDGE, FOLLOWING THE TRAIL FOR 0.2 MILES TO THE
 DU2222'END OF TRUCK TRAVEL.  FROM HERE PACK UP THE TRAIL TO THE TOP OF
 DU2222'THE LOW SADDLE TO THE LEFT OF THE HIGHEST PEAK ON THE RIDGE
 DU2222'BETWEEN THE END OF TRUCK TRAVEL AND THE STATION.  FROM THIS SADDLE
 DU2222'ANGLE RIGHT AND FOLLOW THE RIDGE TO THE HIGHEST POINT AND
 DU2222'STATION.
 DU2222'
 DU2222'THE STATION IS A STANDARD TRIANGULATION MARK STAMPED BUFORD 5005 VA,
 DU2222'SET IN OUTCROPPING BEDROCK, FLUSH WITH THE SURROUNDING
 DU2222'SURFACE.  IT IS LOCATED 10-1/2 FEET SOUTH-SOUTHWEST OF THE HIGHEST
 DU2222'POINT OF THE MOUNTAIN.
 DU2222'
 DU2222'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK STAMPED BUFORD,
 DU2222'SET IN OUT-CROPPING BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE
 DU2222'SURROUNDING SURFACE AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 DU2222'IT IS LOCATED NORTHWEST OF THE STATION.
 DU2222'
 DU2222'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK STAMPED BUFORD
 DU2222'NO 2 1946, SET IN OUT-CROPPING BEDROCK, WHICH PROJECTS
 DU2222'ABOUT 10 INCHES ABOVE THE SURROUNDING SURFACE AND IS ABOUT 1-1/2
 DU2222'FEET BELOW THE STATION.  IT IS LOCATED EAST-NORTHEAST OF THE
 DU2222'STATION.
 DU2222'
 DU2222'THE FOREST SERVICE MARK IS A STANDARD DEPARTMENT OF AGRICULTURE
 DU2222'FOREST SERVICE MARK STAMPED FIRE CONTROL VISIBLE AREA MAP POINT
 DU2222'KENTUCK 5 17 38, SET IN OUT-CROPPING BEDROCK WHICH PROJECTS ABOUT
 DU2222'5 INCHES ABOVE THE SURROUNDING SURFACE AND IS ABOUT 1 FOOT ABOVE
 DU2222'THE STATION.  IT IS LOCATED NORTHEAST OF THE STATION.
 DU2222'
 DU2222'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED BUFORD 1946,
 DU2222'SET IN A BOULDER, WHICH PROJECTS ABOUT 5 FEET ABOVE
 DU2222'THE SURROUNDING SURFACE.  IT IS LOCATED ABOUT 3/4 MILE
 DU2222'SOUTH-SOUTHEAST OF THE STATION, 40 FEET NORTH-NORTHEAST OF THE
 DU2222'HIGHEST BOULDER ON THE SMALL RISE, AND ABOUT 3 FEET WEST OF A 4
 DU2222'INCH SQUARE WHITE WITNESS POST.
 DU2222
 DU2222                          STATION RECOVERY (2008)
 DU2222
 DU2222'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2222'RECOVERED AS DESCRIBED, IN POOR CONDITION. WITH CAREFUL MEASUREMENTS
 DU2222'FROM THE REFERENCE MARKS, THE DISKLESS STEM WAS UNCOVERED. A PUNCH
 DU2222'MARK WAS NOTED THERE, SO THIS STATION HAS APPARENTLY BEEN USED SINCE
 DU2222'THE DISK WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1032 ***********************************************************************
 FS1032  DESIGNATION -  BUG
 FS1032  PID         -  FS1032
 FS1032  STATE/COUNTY-  AZ/MOHAVE
 FS1032  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS1032
 FS1032                         *CURRENT SURVEY CONTROL
 FS1032  ___________________________________________________________________
 FS1032* NAD 83(1992)-  35 46 54.02513(N)    114 23 12.34135(W)     ADJUSTED  
 FS1032* NAVD 88     -      1193.6    (meters)    3916.     (feet)  VERTCON   
 FS1032  ___________________________________________________________________
 FS1032  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 FS1032  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS1032  HORZ ORDER  -  SECOND
 FS1032
 FS1032.The horizontal coordinates were established by classical geodetic methods
 FS1032.and adjusted by the National Geodetic Survey in August 1993.
 FS1032
 FS1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1032
 FS1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1032
 FS1032.The geoid height was determined by GEOID03.
 FS1032
 FS1032;                    North         East     Units Scale Factor Converg.
 FS1032;SPC AZ W     -   530,495.201   155,792.865   MT  0.99997415   -0 22 20.4
 FS1032;SPC AZ W     - 1,740,469.82    511,131.45   iFT  0.99997415   -0 22 20.4
 FS1032;UTM  11      - 3,962,884.042   736,198.565   MT  1.00028752   +1 31 43.2
 FS1032
 FS1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1032!SPC AZ W     -   0.99981710  x   0.99997415  =   0.99979125
 FS1032!UTM  11      -   0.99981710  x   1.00028752  =   1.00010456
 FS1032
 FS1032:                Primary Azimuth Mark                     Grid Az
 FS1032:SPC AZ W     -  SENATOR MOUNTAIN CAIRN                   046 04 00.8
 FS1032:UTM  11      -  SENATOR MOUNTAIN CAIRN                   044 09 57.2
 FS1032
 FS1032|---------------------------------------------------------------------|
 FS1032| PID    Reference Object                     Distance      Geod. Az  |
 FS1032|                                                           dddmmss.s |
 FS1032| FS1028 SENATOR MOUNTAIN CAIRN              APPROX. 8.7 KM 0454140.4 |
 FS1032| CC5268 BUG AZ MK                                          1530948.0 |
 FS1032| CC5270 BUG RM 2                              6.235 METERS 21117     |
 FS1032|---------------------------------------------------------------------|
 FS1032
 FS1032                          SUPERSEDED SURVEY CONTROL
 FS1032
 FS1032  NAD 83(1986)-  35 46 54.01678(N)    114 23 12.33553(W) AD(       ) 2
 FS1032  NAD 27      -  35 46 54.05600(N)    114 23 09.45400(W) AD(       ) 2
 FS1032  NGVD 29 (07/19/86) 1192.8    (m)         3913.     (f) VERT ANG    3  
 FS1032
 FS1032.Superseded values are not recommended for survey control.
 FS1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1032.See file dsdata.txt to determine how the superseded data were derived.
 FS1032
 FS1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3619962884(NAD 83)
 FS1032_MARKER: DS = TRIANGULATION STATION DISK
 FS1032_SETTING: 66 = SET IN ROCK OUTCROP
 FS1032_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1032+STABILITY: POSITION/ELEVATION WELL
 FS1032
 FS1032  HISTORY     - Date     Condition        Report By
 FS1032  HISTORY     - 1950     MONUMENTED       CGS
 FS1032  HISTORY     - 1981     GOOD             AZDT
 FS1032
 FS1032                          STATION DESCRIPTION
 FS1032
 FS1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1032'THE STATION IS ON THE SUMMIT OF A SHARP POINTED, BLACK MALPAIS
 FS1032'BOULDER COVERED PEAK, RATHER ISOLATED FROM THE OTHER HIGHER
 FS1032'ELEVATIONS, ABOUT 3 MILES NORTH OF THE GHOST TOWN OF WHITE
 FS1032'HILLS, 7 MILES, AIRLINE, EAST OF U.S. HIGHWAY 93- 466, AND
 FS1032'1/2 MILE EAST OF THE ROAD LEADING TO TEMPLE BAR.
 FS1032'
 FS1032'THE MARKS WERE SET IN 1947 BUT MEASUREMENTS WERE NOT TAKEN UNTIL
 FS1032'1950.
 FS1032'
 FS1032'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN AN
 FS1032'IRREGULAR-SHAPED BOULDER WHICH IS ABOUT 12 INCHES LOWER THAN
 FS1032'THE SURROUNDING BOULDERS, IS STAMPED BUG 1947.  IT IS 8 FEET
 FS1032'SOUTH AND ABOUT 2 FEET LOWER THAN THE SUMMIT OF THE PEAK.
 FS1032'
 FS1032'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1032'IN AN IRREGULAR-SHAPED BOULDER WHICH PROJECTS 18 INCHES ABOVE
 FS1032'THE SURROUNDING AREA, IS STAMPED BUG NO 1 1947.  IT IS ABOUT
 FS1032'THE SAME ELEVATION AS THE STATION MARK.
 FS1032'
 FS1032'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A ROUND BOULDER
 FS1032'WHICH PROJECTS 4 INCHES ABOVE THE SURROUNDING AREA, IS STAMPED
 FS1032'BUG NO 2 1947.  IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 FS1032'STATION MARK.
 FS1032'
 FS1032'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN AN IRREGULAR-SHAPED
 FS1032'BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURROUNDING
 FS1032'AREA, IS STAMPED BUG 1947.  IT IS 39.6 FEET SOUTH-SOUTHEAST
 FS1032'OF THE CENTER LINE OF THE ROAD LEADING TO TEMPLE BAR AND 64
 FS1032'FEET SOUTH OF A LONE YUCCA TREE GROWING IN THE NORTHWEST CORNER
 FS1032'OF THE INTERSECTION.
 FS1032'
 FS1032'TO REACH THE STATION FROM THE DEPOT IN KINGMAN GO NORTHWEST ON
 FS1032'U.S. HIGHWAY 93-466 FOR 43.3 MILES (0.3 MILE BEFORE REACHING
 FS1032'BOULDER INN) TO A CROSS ROAD INTERSECTION TURN RIGHT, EAST, OFF
 FS1032'THE HIGHWAY.  CROSS CATTLE GUARD AND FOLLOW THE BLADED ROAD 3.2
 FS1032'MILES TO A Y-JUNCTION AND SIGN TEMPLE BAR.  TAKE THE LEFT FORK
 FS1032'TOWARDS TEMPLE BAR (ROAD RIGHT IS TO GHOST TOWN OF WHITE HILLS
 FS1032'(AND CONTINUE 4.5 MILES TO A T-JUNCTION.  KEEP STRAIGHT AHEAD,
 FS1032'LEFT, FOR 0.55 MILE TO A T-INTERSECTION AND AZIMUTH MARK ON
 FS1032'THE RIGHT.  KEEP STRAIGHT AHEAD, LEFT, AND CONTINUE 0.2 MILE
 FS1032'TO A PIPE LINE CROSSING ROAD.  TURN LEFT, NORTHWEST, OFF
 FS1032'BLADED ROAD ONTO A TRACK ROAD ALONG PIPE LINE AND GO 0.1
 FS1032'MILE TO TOP OF RIDGE.  TURN LEFT, LEAVING PIPE LINE, AND
 FS1032'CONTINUE ALONG TOP OF RIDGE 0.25 MILE TO THE END OF TRUCK
 FS1032'TRAVEL.  FROM HERE PACK SOUTHWEST ALONG RIDGE TO THE HIGHEST
 FS1032'POINT AND STATION.  A 15 MINUTE PACK.
 FS1032
 FS1032                          STATION RECOVERY (1981)
 FS1032
 FS1032'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1032'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FS1032'DESCRIBED.  A NEW ROUTE TO THE FOLLOWS.
 FS1032'
 FS1032'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1032'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1032'US 66 FOR 2.3 MILES TO US 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS1032'NORTH ALONG US 93 FOR 29.3 MILES TO DOLAN SPRINGS ROAD ON RIGHT,
 FS1032'CONTINUE NORTH ALONG US 93 FOR 5.9 MILES TO DETRITAL WASH BRIDGE.
 FS1032'TRAVEL NORTH ALONG US 93 FOR 7.55 MILES TO A BLADED ROAD ON THE RIGHT.
 FS1032'TURN RIGHT AND TRAVEL EAST FOR 3.2 MILES TO A FORK, TAKE LEFT FORK AND
 FS1032'TRAVEL NORTHEAST 3.5 MILES TO A FORK, TAKE LEFT FORK NORTHEAST FOR
 FS1032'0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHEAST FOR
 FS1032'1.35 MILES TO THE TOP OF A RIDGE AND A TRACK ROAD LEFT.  TURN LEFT AND
 FS1032'TRAVEL SOUTHWEST ON DIM TRACK ROAD FOR 0.8 MILE TO END OF TRUCK
 FS1032'TRAVEL.  PACK SOUTHWEST UP THE HILL TO THE SOUTHWEST SUMMIT AND
 FS1032'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1031 ***********************************************************************
 FS1031  DESIGNATION -  BUG CAIRN
 FS1031  PID         -  FS1031
 FS1031  STATE/COUNTY-  AZ/MOHAVE
 FS1031  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS1031
 FS1031                         *CURRENT SURVEY CONTROL
 FS1031  ___________________________________________________________________
 FS1031* NAD 83(1992)-  35 46 54.11292(N)    114 23 12.30137(W)     ADJUSTED  
 FS1031* NAVD 88     -      1194.     (meters)    3917.     (feet)  SCALED    
 FS1031  ___________________________________________________________________
 FS1031  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 FS1031  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS1031  HORZ ORDER  -  SECOND
 FS1031
 FS1031.The horizontal coordinates were established by classical geodetic methods
 FS1031.and adjusted by the National Geodetic Survey in August 1993.
 FS1031
 FS1031.The orthometric height was scaled from a topographic map.
 FS1031
 FS1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1031
 FS1031.The geoid height was determined by GEOID03.
 FS1031
 FS1031;                    North         East     Units Scale Factor Converg.
 FS1031;SPC AZ W     -   530,497.900   155,793.887   MT  0.99997415   -0 22 20.3
 FS1031;SPC AZ W     - 1,740,478.67    511,134.80   iFT  0.99997415   -0 22 20.3
 FS1031;UTM  11      - 3,962,886.775   736,199.497   MT  1.00028753   +1 31 43.2
 FS1031
 FS1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1031!SPC AZ W     -   0.99981707  x   0.99997415  =   0.99979122
 FS1031!UTM  11      -   0.99981707  x   1.00028753  =   1.00010454
 FS1031
 FS1031                          SUPERSEDED SURVEY CONTROL
 FS1031
 FS1031  NAD 83(1986)-  35 46 54.10457(N)    114 23 12.29556(W) AD(       ) 2
 FS1031  NAD 27      -  35 46 54.14400(N)    114 23 09.41400(W) AD(       ) 2
 FS1031
 FS1031.Superseded values are not recommended for survey control.
 FS1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1031.See file dsdata.txt to determine how the superseded data were derived.
 FS1031
 FS1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3619962887(NAD 83)
 FS1031_MARKER: 72 = CAIRN
 FS1031
 FS1031  HISTORY     - Date     Condition        Report By
 FS1031  HISTORY     - 1950     FIRST OBSERVED   CGS
 FS1031
 FS1031                          STATION DESCRIPTION
 FS1031
 FS1031'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0954 ***********************************************************************
 FS0954  DESIGNATION -  BUILDER 2
 FS0954  PID         -  FS0954
 FS0954  STATE/COUNTY-  AZ/MOHAVE
 FS0954  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0954
 FS0954                         *CURRENT SURVEY CONTROL
 FS0954  ___________________________________________________________________
 FS0954* NAD 83(1992)-  35 50 04.85697(N)    114 33 58.43447(W)     ADJUSTED  
 FS0954* NAVD 88     -       690.184  (meters)    2264.38   (feet)  ADJUSTED  
 FS0954  ___________________________________________________________________
 FS0954  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 FS0954  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0954  DYNAMIC HT  -         689.476 (meters)    2262.06  (feet)  COMP
 FS0954  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 FS0954
 FS0954  HORZ ORDER  -  SECOND
 FS0954  VERT ORDER  -  FIRST     CLASS II
 FS0954
 FS0954.The horizontal coordinates were established by classical geodetic methods
 FS0954.and adjusted by the National Geodetic Survey in August 1993.
 FS0954
 FS0954.The orthometric height was determined by differential leveling
 FS0954.and adjusted in June 1991.
 FS0954
 FS0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0954
 FS0954.The geoid height was determined by GEOID03.
 FS0954
 FS0954.The dynamic height is computed by dividing the NAVD 88
 FS0954.geopotential number by the normal gravity value computed on the
 FS0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0954.degrees latitude (g = 980.6199 gals.).
 FS0954
 FS0954.The modeled gravity was interpolated from observed gravity values.
 FS0954
 FS0954;                    North         East     Units Scale Factor Converg.
 FS0954;SPC AZ W     -   536,496.919   139,616.363   MT  1.00000032   -0 28 40.4
 FS0954;SPC AZ W     - 1,760,160.50    458,058.93   iFT  1.00000032   -0 28 40.4
 FS0954;UTM  11      - 3,968,346.903   719,827.603   MT  1.00019550   +1 25 31.5
 FS0954
 FS0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0954!SPC AZ W     -   0.99989612  x   1.00000032  =   0.99989644
 FS0954!UTM  11      -   0.99989612  x   1.00019550  =   1.00009160
 FS0954
 FS0954|---------------------------------------------------------------------|
 FS0954| PID    Reference Object                     Distance      Geod. Az  |
 FS0954|                                                           dddmmss.s |
 FS0954| FS0093 BUILDER                              44.398 METERS 02729     |
 FS0954| FS0953 BUILDER 2 RM 1                       10.757 METERS 16230     |
 FS0954| FS0952 BUILDER 2 RM 2                       10.667 METERS 30443     |
 FS0954| FS1357 HOUSE                               APPROX. 2.2 KM 3044636.7 |
 FS0954|---------------------------------------------------------------------|
 FS0954
 FS0954                          SUPERSEDED SURVEY CONTROL
 FS0954
 FS0954  NAD 83(1986)-  35 50 04.84596(N)    114 33 58.42494(W) AD(       ) 2
 FS0954  NGVD 29 (11/23/90)  689.64   (m)         2262.6    (f) LEVELING    3  
 FS0954
 FS0954.Superseded values are not recommended for survey control.
 FS0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0954.See file dsdata.txt to determine how the superseded data were derived.
 FS0954
 FS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1982868347(NAD 83)
 FS0954_MARKER: DS = TRIANGULATION STATION DISK
 FS0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0954_SP_SET: CONCRETE POST
 FS0954_STAMPING: BUILDER 2 1981
 FS0954_MARK LOGO: NGS   
 FS0954_PROJECTION: FLUSH
 FS0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0954+STABILITY: SURFACE MOTION
 FS0954
 FS0954  HISTORY     - Date     Condition        Report By
 FS0954  HISTORY     - 1981     MONUMENTED       AZDT
 FS0954  HISTORY     - 1982     GOOD             NGS
 FS0954
 FS0954                          STATION DESCRIPTION
 FS0954
 FS0954'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0954'THE STATION IS LOCATED 12 MILES SOUTHEAST OF BOULDER DAM AND 4 MILES
 FS0954'EAST OF THE COLORADO RIVER.  THE STATION IS ALONG THE SOUTHWEST SIDE
 FS0954'OF US HIGHWAY 93 AT A ROAD CUTBANK.
 FS0954'
 FS0954'THE STATION MARK IS AN ADOT DISK STAMPED, BUILDER 2 1981.  IT IS SET
 FS0954'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES, 87 FEET
 FS0954'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 3 FEET SOUTHWEST OF WITNESS
 FS0954'POST.
 FS0954'
 FS0954'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, BUILDER 2 RM 1 1981.  IT IS
 FS0954'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS0954'
 FS0954'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, BUILDER 2 RM 2 1981.  IT IS
 FS0954'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS0954'
 FS0954'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS0954'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS0954'US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.
 FS0954'TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE OVER DETRITAL
 FS0954'WASH, CONTINUE NORTH ALONG US 93 FOR 16.85 MILES TO TEMPLE BAR ROAD ON
 FS0954'THE RIGHT, CONTINUE NORTH ALONG US 93 FOR 1.3 MILES TO THE STATION ON
 FS0954'LEFT ABOVE A LOW HIGHWAY CUT.
 FS0954
 FS0954                          STATION RECOVERY (1982)
 FS0954
 FS0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0954'27.7 KM (17.2 MI) SE FROM HOOVER DAM.
 FS0954'27.7 KM (17.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0954'OF HOOVER DAM, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 18, 26.5 METERS
 FS0954'(87 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 METERS (13 FT)
 FS0954'NORTHEAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0953 ***********************************************************************
 FS0953  DESIGNATION -  BUILDER 2 RM 1
 FS0953  PID         -  FS0953
 FS0953  STATE/COUNTY-  AZ/MOHAVE
 FS0953  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0953
 FS0953                         *CURRENT SURVEY CONTROL
 FS0953  ___________________________________________________________________
 FS0953* NAD 83(1986)-  35 50 06.     (N)    114 33 58.     (W)     SCALED    
 FS0953* NAVD 88     -       690.015  (meters)    2263.82   (feet)  ADJUSTED  
 FS0953  ___________________________________________________________________
 FS0953  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0953  DYNAMIC HT  -         689.308 (meters)    2261.50  (feet)  COMP
 FS0953  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 FS0953
 FS0953  VERT ORDER  -  FIRST     CLASS II
 FS0953
 FS0953.The horizontal coordinates were scaled from a topographic map and have
 FS0953.an estimated accuracy of +/- 6 seconds.
 FS0953
 FS0953.The orthometric height was determined by differential leveling
 FS0953.and adjusted in June 1991.
 FS0953
 FS0953.The geoid height was determined by GEOID03.
 FS0953
 FS0953.The dynamic height is computed by dividing the NAVD 88
 FS0953.geopotential number by the normal gravity value computed on the
 FS0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0953.degrees latitude (g = 980.6199 gals.).
 FS0953
 FS0953.The modeled gravity was interpolated from observed gravity values.
 FS0953
 FS0953;                    North         East    Units  Estimated Accuracy
 FS0953;SPC AZ W     -   536,530.      139,630.      MT  (+/- 180 meters Scaled)
 FS0953
 FS0953                          SUPERSEDED SURVEY CONTROL
 FS0953
 FS0953.No superseded survey control is available for this station.
 FS0953
 FS0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV198683(NAD 83)
 FS0953_MARKER: DR = REFERENCE MARK DISK
 FS0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0953_SP_SET: CONCRETE POST
 FS0953_STAMPING: BUILDER 2 RM 1 1981
 FS0953_MARK LOGO: NGS   
 FS0953_PROJECTION: FLUSH
 FS0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0953+STABILITY: SURFACE MOTION
 FS0953
 FS0953  HISTORY     - Date     Condition        Report By
 FS0953  HISTORY     - 1981     MONUMENTED       AZDT
 FS0953  HISTORY     - 1982     GOOD             NGS
 FS0953
 FS0953                          STATION DESCRIPTION
 FS0953
 FS0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0953'27.7 KM (17.2 MI) SE FROM HOOVER DAM.
 FS0953'27.7 KM (17.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0953'OF HOOVER DAM, 10.8 METERS (35.3 FT) SOUTHEAST OF BUILDER 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0952 ***********************************************************************
 FS0952  DESIGNATION -  BUILDER 2 RM 2
 FS0952  PID         -  FS0952
 FS0952  STATE/COUNTY-  AZ/MOHAVE
 FS0952  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0952
 FS0952                         *CURRENT SURVEY CONTROL
 FS0952  ___________________________________________________________________
 FS0952* NAD 83(1992)-  35 50 05.05405(N)    114 33 58.78387(W)     ADJUSTED  
 FS0952* NAVD 88     -       690.251  (meters)    2264.60   (feet)  ADJUSTED  
 FS0952  ___________________________________________________________________
 FS0952  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 FS0952  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0952  DYNAMIC HT  -         689.543 (meters)    2262.28  (feet)  COMP
 FS0952  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 FS0952
 FS0952  HORZ ORDER  -  SECOND
 FS0952  VERT ORDER  -  FIRST     CLASS II
 FS0952
 FS0952.The horizontal coordinates were established by classical geodetic methods
 FS0952.and adjusted by the National Geodetic Survey in August 1993.
 FS0952
 FS0952.The orthometric height was determined by differential leveling
 FS0952.and adjusted in June 1991.
 FS0952
 FS0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0952
 FS0952.The geoid height was determined by GEOID03.
 FS0952
 FS0952.The dynamic height is computed by dividing the NAVD 88
 FS0952.geopotential number by the normal gravity value computed on the
 FS0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0952.degrees latitude (g = 980.6199 gals.).
 FS0952
 FS0952.The modeled gravity was interpolated from observed gravity values.
 FS0952
 FS0952;                    North         East     Units Scale Factor Converg.
 FS0952;SPC AZ W     -   536,503.066   139,607.645   MT  1.00000034   -0 28 40.6
 FS0952;SPC AZ W     - 1,760,180.66    458,030.33   iFT  1.00000034   -0 28 40.6
 FS0952;UTM  11      - 3,968,352.758   719,818.684   MT  1.00019545   +1 25 31.3
 FS0952
 FS0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0952!SPC AZ W     -   0.99989611  x   1.00000034  =   0.99989645
 FS0952!UTM  11      -   0.99989611  x   1.00019545  =   1.00009154
 FS0952
 FS0952                          SUPERSEDED SURVEY CONTROL
 FS0952
 FS0952  NAD 83(1986)-  35 50 05.04303(N)    114 33 58.77433(W) AD(       ) 2
 FS0952  NGVD 29 (11/23/90)  689.71   (m)         2262.8    (f) LEVELING    3  
 FS0952
 FS0952.Superseded values are not recommended for survey control.
 FS0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0952.See file dsdata.txt to determine how the superseded data were derived.
 FS0952
 FS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1981968353(NAD 83)
 FS0952_MARKER: DR = REFERENCE MARK DISK
 FS0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0952_SP_SET: CONCRETE POST
 FS0952_STAMPING: BUILDER 2 RM 2 1981
 FS0952_MARK LOGO: NGS   
 FS0952_PROJECTION: FLUSH
 FS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0952+STABILITY: SURFACE MOTION
 FS0952
 FS0952  HISTORY     - Date     Condition        Report By
 FS0952  HISTORY     - 1981     MONUMENTED       AZDT
 FS0952  HISTORY     - 1982     GOOD             NGS
 FS0952
 FS0952                          STATION DESCRIPTION
 FS0952
 FS0952'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0952'FOR COMPLETE DESCRIPTION TO THIS MARK SEE BUILDER 2.
 FS0952
 FS0952                          STATION RECOVERY (1982)
 FS0952
 FS0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0952'27.7 KM (17.2 MI) SE FROM HOOVER DAM.
 FS0952'27.7 KM (17.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0952'OF HOOVER DAM, 10.7 METERS (35.2 FT) NORTHWEST OF BUILDER 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0094 ***********************************************************************
 FS0094  DESIGNATION -  BUILDER RM 1
 FS0094  PID         -  FS0094
 FS0094  STATE/COUNTY-  AZ/MOHAVE
 FS0094  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0094
 FS0094                         *CURRENT SURVEY CONTROL
 FS0094  ___________________________________________________________________
 FS0094* NAD 83(1986)-  35 50 06.     (N)    114 33 59.     (W)     SCALED    
 FS0094* NAVD 88     -       688.788  (meters)    2259.80   (feet)  POSTED    
 FS0094  ___________________________________________________________________
 FS0094  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0094  DYNAMIC HT  -         688.080 (meters)    2257.48  (feet)  COMP
 FS0094  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 FS0094
 FS0094  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FS0094
 FS0094.The horizontal coordinates were scaled from a topographic map and have
 FS0094.an estimated accuracy of +/- 6 seconds.
 FS0094
 FS0094.The orthometric height was determined by differential leveling
 FS0094.and adjusted by the  in 1992.
 FS0094.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FS0094.rate greater than 8.0 mm/km.
 FS0094
 FS0094.The geoid height was determined by GEOID03.
 FS0094
 FS0094.The dynamic height is computed by dividing the NAVD 88
 FS0094.geopotential number by the normal gravity value computed on the
 FS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0094.degrees latitude (g = 980.6199 gals.).
 FS0094
 FS0094.The modeled gravity was interpolated from observed gravity values.
 FS0094
 FS0094;                    North         East    Units  Estimated Accuracy
 FS0094;SPC AZ W     -   536,530.      139,600.      MT  (+/- 180 meters Scaled)
 FS0094
 FS0094                          SUPERSEDED SURVEY CONTROL
 FS0094
 FS0094  NGVD 29 (??/??/92)  688.050  (m)         2257.38   (f) ADJ UNCH    1 1
 FS0094
 FS0094.Superseded values are not recommended for survey control.
 FS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0094.See file dsdata.txt to determine how the superseded data were derived.
 FS0094
 FS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV198683(NAD 83)
 FS0094_MARKER: DR = REFERENCE MARK DISK
 FS0094_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FS0094_SP_SET: UNSPECIFIED ROCK
 FS0094_STAMPING: BUILDER NO 1 1935
 FS0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0094
 FS0094  HISTORY     - Date     Condition        Report By
 FS0094  HISTORY     - 1935     MONUMENTED       CGS
 FS0094  HISTORY     - 1950     GOOD             NGS
 FS0094  HISTORY     - 1963     GOOD             NGS
 FS0094  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0094
 FS0094                          STATION DESCRIPTION
 FS0094
 FS0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0094'17.8 MI SE FROM HOOVER DAM.
 FS0094'17.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0094'(ARIZONA) END OF HOOVER DAM, 0.1 MILE SOUTHEAST OF A SIGN READING
 FS0094'ENTERING LAKE MEAD RECREATIONAL AREA, ON THE TOP OF THE NORTHEAST
 FS0094'BANK OF A THROUGH CUT, 157 FEET EAST OF THE CENTER OF THE NORTH
 FS0094'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 81.4 FEET
 FS0094'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39.5 FEET NORTHEAST
 FS0094'OF TRIANGULATION STATION BUILDER, ABOUT 3 1/2 FEET HIGHER THAN
 FS0094'THE HIGHWAY, AND SET IN THE TOP OF AN IRRIGULAR-SHAPED ROCK
 FS0094'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0094
 FS0094                          STATION RECOVERY (1963)
 FS0094
 FS0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0094'RECOVERED IN GOOD CONDITION.
 FS0094
 FS0094                          STATION RECOVERY (1981)
 FS0094
 FS0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0094'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0095 ***********************************************************************
 FS0095  DESIGNATION -  BUILDER RM 2
 FS0095  PID         -  FS0095
 FS0095  STATE/COUNTY-  AZ/MOHAVE
 FS0095  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0095
 FS0095                         *CURRENT SURVEY CONTROL
 FS0095  ___________________________________________________________________
 FS0095* NAD 83(1986)-  35 50 06.     (N)    114 33 59.     (W)     SCALED    
 FS0095* NAVD 88     -       689.187  (meters)    2261.11   (feet)  POSTED    
 FS0095  ___________________________________________________________________
 FS0095  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0095  DYNAMIC HT  -         688.480 (meters)    2258.79  (feet)  COMP
 FS0095  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 FS0095
 FS0095  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0095
 FS0095.The horizontal coordinates were scaled from a topographic map and have
 FS0095.an estimated accuracy of +/- 6 seconds.
 FS0095
 FS0095.The orthometric height was determined by differential leveling
 FS0095.and adjusted by the  in 1992.
 FS0095.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0095.rate of 4.1 thru 8.0 mm/km.
 FS0095
 FS0095.The geoid height was determined by GEOID03.
 FS0095
 FS0095.The dynamic height is computed by dividing the NAVD 88
 FS0095.geopotential number by the normal gravity value computed on the
 FS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0095.degrees latitude (g = 980.6199 gals.).
 FS0095
 FS0095.The modeled gravity was interpolated from observed gravity values.
 FS0095
 FS0095;                    North         East    Units  Estimated Accuracy
 FS0095;SPC AZ W     -   536,530.      139,600.      MT  (+/- 180 meters Scaled)
 FS0095
 FS0095                          SUPERSEDED SURVEY CONTROL
 FS0095
 FS0095  NGVD 29 (??/??/92)  688.46   (m)         2258.7    (f) COMPUTED    1 1
 FS0095
 FS0095.Superseded values are not recommended for survey control.
 FS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0095.See file dsdata.txt to determine how the superseded data were derived.
 FS0095
 FS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV198683(NAD 83)
 FS0095_MARKER: DR = REFERENCE MARK DISK
 FS0095_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FS0095_SP_SET: UNSPECIFIED ROCK
 FS0095_STAMPING: BUILDER NO 2 1935
 FS0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0095
 FS0095  HISTORY     - Date     Condition        Report By
 FS0095  HISTORY     - 1935     MONUMENTED       CGS
 FS0095  HISTORY     - 1950     GOOD             NGS
 FS0095  HISTORY     - 1963     MARK NOT FOUND   NGS
 FS0095  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0095
 FS0095                          STATION DESCRIPTION
 FS0095
 FS0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0095'17.8 MI SE FROM HOOVER DAM.
 FS0095'17.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0095'(ARIZONA) END OF HOOVER DAM, 0.1 MILE SOUTHEAST OF A SIGN READING
 FS0095'ENTERING LAKE MEAD RECREATIONAL AREA, ON THE TOP OF THE NORTHEAST
 FS0095'BANK OF A THROUGH CUT, 191 FEET SOUTHEAST OF THE CENTER OF THE
 FS0095'NORTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 44.2
 FS0095'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26.0 FEET
 FS0095'SOUTHEAST OF TRIANGULATION STATION BUILDER, ABOUT 5 FEET HIGHER
 FS0095'THAN THE HIGHWAY, AND SET IN THE TOP OF AN IRREGULAR-SHAPED ROCK
 FS0095'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0095
 FS0095                          STATION RECOVERY (1963)
 FS0095
 FS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0095'MARK NOT FOUND.
 FS0095
 FS0095                          STATION RECOVERY (1981)
 FS0095
 FS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0095'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0096 ***********************************************************************
 FS0096  DESIGNATION -  BUILDER RM 3 AZIMUTH
 FS0096  PID         -  FS0096
 FS0096  STATE/COUNTY-  AZ/MOHAVE
 FS0096  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0096
 FS0096                         *CURRENT SURVEY CONTROL
 FS0096  ___________________________________________________________________
 FS0096* NAD 83(1986)-  35 49 48.     (N)    114 33 43.     (W)     SCALED    
 FS0096* NAVD 88     -       691.722  (meters)    2269.42   (feet)  ADJUSTED  
 FS0096  ___________________________________________________________________
 FS0096  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0096  DYNAMIC HT  -         691.011 (meters)    2267.09  (feet)  COMP
 FS0096  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 FS0096
 FS0096  VERT ORDER  -  FIRST     CLASS I
 FS0096
 FS0096.The horizontal coordinates were scaled from a topographic map and have
 FS0096.an estimated accuracy of +/- 6 seconds.
 FS0096
 FS0096.The orthometric height was determined by differential leveling
 FS0096.and adjusted in June 1991.
 FS0096
 FS0096.The geoid height was determined by GEOID03.
 FS0096
 FS0096.The dynamic height is computed by dividing the NAVD 88
 FS0096.geopotential number by the normal gravity value computed on the
 FS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0096.degrees latitude (g = 980.6199 gals.).
 FS0096
 FS0096.The modeled gravity was interpolated from observed gravity values.
 FS0096
 FS0096;                    North         East    Units  Estimated Accuracy
 FS0096;SPC AZ W     -   535,970.      140,000.      MT  (+/- 180 meters Scaled)
 FS0096
 FS0096                          SUPERSEDED SURVEY CONTROL
 FS0096
 FS0096  NGVD 29 (??/??/92)  690.987  (m)         2267.01   (f) ADJ UNCH    1 1
 FS0096
 FS0096.Superseded values are not recommended for survey control.
 FS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0096.See file dsdata.txt to determine how the superseded data were derived.
 FS0096
 FS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV202678(NAD 83)
 FS0096_MARKER: DR = REFERENCE MARK DISK
 FS0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0096_SP_SET: CULVERT
 FS0096_STAMPING: 2268.80 BUILDER NO 3 1935
 FS0096_MARK LOGO: CGS   
 FS0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0096
 FS0096  HISTORY     - Date     Condition        Report By
 FS0096  HISTORY     - 1935     MONUMENTED       CGS
 FS0096  HISTORY     - 1950     GOOD             NGS
 FS0096  HISTORY     - 1963     GOOD             NGS
 FS0096  HISTORY     - 1982     GOOD             NGS
 FS0096
 FS0096                          STATION DESCRIPTION
 FS0096
 FS0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0096'18.2 MI SE FROM HOOVER DAM.
 FS0096'18.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 39 FROM THE SOUTHEAST
 FS0096'(ARIZONA) END OF HOOVER DAM, AT A 6- BY 6-FOOT CONCRETE BOX
 FS0096'CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHEAST
 FS0096'HEAD WALL, 14.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0096'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0096
 FS0096                          STATION RECOVERY (1963)
 FS0096
 FS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0096'RECOVERED IN GOOD CONDITION.
 FS0096
 FS0096                          STATION RECOVERY (1982)
 FS0096
 FS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0096'28.3 KM (17.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0096'OF HOOVER DAM, IN TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 6
 FS0096'BY 6 FOOT BOX CULVERT, 4.2 METERS (14.4 FT) SOUTHWEST OF THE
 FS0096'CENTERLINE OF THE HIGHWAY.
 FS0096'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1046 ***********************************************************************
 FS1046  DESIGNATION -  BULL
 FS1046  PID         -  FS1046
 FS1046  STATE/COUNTY-  AZ/MOHAVE
 FS1046  USGS QUAD   -  KINGMAN (1980)
 FS1046
 FS1046                         *CURRENT SURVEY CONTROL
 FS1046  ___________________________________________________________________
 FS1046* NAD 83(1992)-  35 10 54.80938(N)    114 04 59.56600(W)     ADJUSTED  
 FS1046* NAVD 88     -      1146.2    (meters)    3760.     (feet)  VERTCON   
 FS1046  ___________________________________________________________________
 FS1046  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 FS1046  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1046  HORZ ORDER  -  SECOND
 FS1046
 FS1046.The horizontal coordinates were established by classical geodetic methods
 FS1046.and adjusted by the National Geodetic Survey in August 1993.
 FS1046
 FS1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1046
 FS1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1046
 FS1046.The geoid height was determined by GEOID03.
 FS1046
 FS1046;                    North         East     Units Scale Factor Converg.
 FS1046;SPC AZ W     -   463,817.956   183,011.046   MT  0.99994468   -0 11 31.2
 FS1046;SPC AZ W     - 1,521,712.45    600,429.94   iFT  0.99994468   -0 11 31.2
 FS1046;UTM  11      - 3,897,111.813   765,610.201   MT  1.00046954   +1 40 53.6
 FS1046;UTM  12      - 3,897,569.588   219,229.838   MT  1.00057165   -1 46 39.5
 FS1046
 FS1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1046!SPC AZ W     -   0.99982460  x   0.99994468  =   0.99976929
 FS1046!UTM  11      -   0.99982460  x   1.00046954  =   1.00029406
 FS1046!UTM  12      -   0.99982460  x   1.00057165  =   1.00039615
 FS1046
 FS1046:                Primary Azimuth Mark                     Grid Az
 FS1046:SPC AZ W     -  KINGMAN MUN APT CONTROL TOWER            056 08 58.8
 FS1046:UTM  11      -  KINGMAN MUN APT CONTROL TOWER            054 16 34.0
 FS1046:UTM  12      -  KINGMAN MUN APT CONTROL TOWER            057 44 07.1
 FS1046
 FS1046|---------------------------------------------------------------------|
 FS1046| PID    Reference Object                     Distance      Geod. Az  |
 FS1046|                                                           dddmmss.s |
 FS1046| FR0978 KINGMAN MUN APT CONTROL TOWER       APPROX.15.2 KM 0555727.6 |
 FS1046| FS1049 KINGMAN AIRWAY BEACON TOWER         APPROX. 4.4 KM 0745112.7 |
 FS1046| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 6.0 KM 0802946.7 |
 FS1046| CC5272 BULL RM 1                            11.373 METERS 11904     |
 FS1046| CC5271 BULL AZ MK                                         1245919.7 |
 FS1046| CC5273 BULL RM 2                            15.135 METERS 33852     |
 FS1046|---------------------------------------------------------------------|
 FS1046
 FS1046                          SUPERSEDED SURVEY CONTROL
 FS1046
 FS1046  NAD 83(1986)-  35 10 54.80800(N)    114 04 59.56136(W) AD(       ) 2
 FS1046  NAD 27      -  35 10 54.81830(N)    114 04 56.73160(W) AD(       ) 2
 FS1046  NGVD 29 (11/23/90) 1145.4    (m)         3758.     (f) VERT ANG    3  
 FS1046
 FS1046.Superseded values are not recommended for survey control.
 FS1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1046.See file dsdata.txt to determine how the superseded data were derived.
 FS1046
 FS1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6561097112(NAD 83)
 FS1046_MARKER: DS = TRIANGULATION STATION DISK
 FS1046_SETTING: 66 = SET IN ROCK OUTCROP
 FS1046_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1046+STABILITY: POSITION/ELEVATION WELL
 FS1046
 FS1046  HISTORY     - Date     Condition        Report By
 FS1046  HISTORY     - 1961     MONUMENTED       CGS
 FS1046  HISTORY     - 1981     GOOD             AZDT
 FS1046
 FS1046                          STATION DESCRIPTION
 FS1046
 FS1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1046'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF KINGMAN, 2
 FS1046'MILES SOUTHEAST OF U.S. HIGHWAY 93 AND ON TOP OF A FLAT HILL.
 FS1046'
 FS1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FS1046'93 IN THE SOUTHWEST EDGE OF KINGMAN, GO NORTHWEST ON U.S.
 FS1046'HIGHWAY 93 FOR 2.4 MILES TO A GATE ON THE LEFT, JUST BEFORE
 FS1046'REACHING THE TOP OF GRADE, TURN LEFT, PASSING THROUGH GATE AND
 FS1046'FOLLOW TRACK ROAD AROUND RIGHT SIDE OF LARGE ROCK FORMATION,
 FS1046'(WHICH HAS A MINE SHAFT WITH AN IRON DOOR ON THE NORTH SIDE OF
 FS1046'FORMATION) HERE GO SOUTHEASTERLY FOLLOWING MAIN TRACK ROAD FOR
 FS1046'2.2 MILES TO THE NORTH END OF A DEEP CANYON AND END OF TRUCK
 FS1046'TRAVEL.  FROM HERE PACK SOUTHERLY AROUND EAST END OF HILL
 FS1046'WITH 4 LARGE ROCK FORMATIONS ON TOP, TO SADDLE, TURN RIGHT
 FS1046'(NORTHWESTERLY) TO TOP OF HILL AND STATION AS
 FS1046'DESCRIBED.  (THIS IS A 30 MINUTE PACK)
 FS1046'
 FS1046'STATION MARK, A STANDARD TRAVERSE DISK SET FLUSH IN A DRILL HOLE
 FS1046'IN OUTCROPPING BEDROCK AND IS STAMPED BULL 1961.  THE MARK IS
 FS1046'55 FEET NORTH OF THE SOUTH EDGE OF HILL AND 42 FEET EAST OF A
 FS1046'LARGE ROCK WHICH IS ON THE WEST SIDE OF HILL.
 FS1046'
 FS1046'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET FLUSH IN A
 FS1046'DRILL HOLE IN OUTCROPPING BEDROCK ON THE SOUTHEAST SLOPE OF
 FS1046'HILL AND IS STAMPED BULL NO 1 1961.  THE MARK IS 79 FEET EAST
 FS1046'OF A LARGE ROCK WHICH IS ON THE WEST SIDE OF HILL.
 FS1046'
 FS1046'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET FLUSH IN A
 FS1046'DRILL HOLE IN OUTCROPPING BEDROCK ON THE NORTHWEST SLOPE OF
 FS1046'HILL AND IS STAMPED BULL NO 2 1961.  THE MARK IS 34 FEET
 FS1046'NORTHEAST OF A LARGE ROCK WHICH IS ON THE WEST SIDE OF THE HILL.
 FS1046'
 FS1046'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET FLUSH IN A DRILL HOLE
 FS1046'IN OUTCROPPING BEDROCK AND IS STAMPED BULL 1961.  THE MARK IS
 FS1046'12 FEET WEST OF A LARGE ROCK FORMATION AND IS ON THE NORTHWEST
 FS1046'SLOPE OF THE HILL.
 FS1046'
 FS1046'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK
 FS1046'EAST-SOUTHEASTERLY DOWN HILL AND FOLLOW THE SADDLE FOR
 FS1046'APPROXIMATELY 0.3 MILE TO THE BASE OF A LARGE ROCK ON THE
 FS1046'NORTHWEST SLOPE OF HILL AND MARK AS DESCRIBED.
 FS1046'
 FS1046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FS1046
 FS1046                          STATION RECOVERY (1981)
 FS1046
 FS1046'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1046'THE STATION MARK, REFERENC MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FS1046'DESCRIBED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS1046'
 FS1046'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1046'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG US
 FS1046'HIGHWAY 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE
 FS1046'TRAVEL NORTH ALONG US 93 FOR 1.95 MILES TO A GATE ACROSS A TRACK ROAD
 FS1046'ON THE LEFT.  PASS THROUGH GATE AND FOLLOW THE MAIN TRACK ROAD SOUTH
 FS1046'FOR 2.4 MILES TO END OF TRUCK TRAVEL.  PACK WEST KEEPING TO THE RIGHT
 FS1046'OF A 4 ROCK FORMATION TO A SMALL SADDLE.  CROSS SADDLE TO LEFT OF A
 FS1046'LARGE BOULDER TO TOP OF RIDGE, THEN BEAR SOUTH TO HIGHEST POINT AND
 FS1046'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0989 ***********************************************************************
 ES0989  DESIGNATION -  BULL
 ES0989  PID         -  ES0989
 ES0989  STATE/COUNTY-  AZ/GILA
 ES0989  USGS QUAD   -  CYPRESS BUTTE (1967)
 ES0989
 ES0989                         *CURRENT SURVEY CONTROL
 ES0989  ___________________________________________________________________
 ES0989* NAD 83(1992)-  34 13 17.97227(N)    111 33 56.38672(W)     ADJUSTED  
 ES0989* NAVD 88     -      1660.4    (meters)    5447.     (feet)  VERTCON   
 ES0989  ___________________________________________________________________
 ES0989  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0989  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 ES0989  HORZ ORDER  -  FIRST
 ES0989
 ES0989.The horizontal coordinates were established by classical geodetic methods
 ES0989.and adjusted by the National Geodetic Survey in August 1993.
 ES0989
 ES0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0989
 ES0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0989
 ES0989.The geoid height was determined by GEOID03.
 ES0989
 ES0989;                    North         East     Units Scale Factor Converg.
 ES0989;SPC AZ E     -   358,123.922    84,458.845   MT  1.00010475   -0 47 12.8
 ES0989;SPC AZ E     - 1,174,947.25    277,095.95   iFT  1.00010475   -0 47 12.8
 ES0989;UTM  12      - 3,786,878.175   447,898.011   MT  0.99963346   -0 19 05.3
 ES0989
 ES0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0989!SPC AZ E     -   0.99974355  x   1.00010475  =   0.99984828
 ES0989!UTM  12      -   0.99974355  x   0.99963346  =   0.99937711
 ES0989
 ES0989|---------------------------------------------------------------------|
 ES0989| PID    Reference Object                     Distance      Geod. Az  |
 ES0989|                                                           dddmmss.s |
 ES0989| CH2818 BULL RM 1                            12.064 METERS 15640     |
 ES0989| ES0988 HACKBERRY                           APPROX.26.1 KM 3291311.8 |
 ES0989| CH2819 BULL RM 2                             6.553 METERS 34000     |
 ES0989|---------------------------------------------------------------------|
 ES0989
 ES0989                          SUPERSEDED SURVEY CONTROL
 ES0989
 ES0989  NAD 83(1986)-  34 13 17.96673(N)    111 33 56.39057(W) AD(       ) 1
 ES0989  NAD 27      -  34 13 17.84700(N)    111 33 53.87800(W) AD(       ) 1
 ES0989  NGVD 29 (07/19/86) 1659.7    (m)         5445.     (f) VERT ANG    3  
 ES0989
 ES0989.Superseded values are not recommended for survey control.
 ES0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0989.See file dsdata.txt to determine how the superseded data were derived.
 ES0989
 ES0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4789886878(NAD 83)
 ES0989_MARKER: DS = TRIANGULATION STATION DISK
 ES0989_SETTING: 80 = SET IN A BOULDER
 ES0989_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0989+STABILITY: SURFACE MOTION
 ES0989
 ES0989  HISTORY     - Date     Condition        Report By
 ES0989  HISTORY     - 1946     MONUMENTED       CGS
 ES0989  HISTORY     - 1966     GOOD             USGS
 ES0989
 ES0989                          STATION DESCRIPTION
 ES0989
 ES0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0989'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 29 MILES SOUTHEAST
 ES0989'OF CAMP VERDE 13 MILES WEST OF PAYSON, AND 1-3/4 MILES SOUTH OF THE
 ES0989'EAST VERDE RIVER.  IT IS ABOUT 1/4 MILE WEST OF THE TRAIL
 ES0989'LEADING FROM THE EAST VERDE RIVER TO BULL SPRINGS AT A POINT
 ES0989'WHERE THE TRAIL TOPS OUT ON A HIGH RIDGE SOUTH OF THE EAST
 ES0989'VERDE RIVER.
 ES0989'
 ES0989'TO REACH FROM THE POST OFFICE IN PAYSON GO WEST ON THE MAIN
 ES0989'STREET FOR 0.55 MILE TO SIDE ROAD LEFT.  TAKE THIS SIDE ROAD
 ES0989'AND GO 1.45 MILE TO FORK AFTER CROSSING A CREEK.  TAKE LEFT
 ES0989'FORK THROUGH CATTLE GUARD AND PROCEED 3.0 MILES TO FORK, TAKE
 ES0989'RIGHT FORK 5.7 MILES TO THE TAYLOR RANCH.  CONTINUE ALONG
 ES0989'ROAD 1.85 MILE TO THE SCHAFFER RANCH AND END OF ROAD.  LEAVE
 ES0989'TRUCK AND FOLLOW SOUTH ALONG FENCE WHICH IS ON EAST SIDE OF
 ES0989'PASTURE TO THE SOUTHEAST CORNER.  GO THROUGH GATE AND PICK UP
 ES0989'TRAIL WHICH CROSSES A STREAM ABOUT 125 YARDS ABOVE POINT
 ES0989'WHERE IT EMPTIES INTO THE EAST VERDE RIVER.  FOLLOW THIS
 ES0989'TRAIL UP STEEP HILLSIDE TO TOP OF RIDGE, THENCE WESTERLY TO
 ES0989'CORRALS.  CONTINUE ALONG TRAIL, PASSING THROUGH GATES IN
 ES0989'CORRALS, THENCE WESTERLY, TAKING LEFT FORK, TO A
 ES0989'SHACK.  CROSS RIVER IN FRONT OF THIS SHACK AND CONTINUE
 ES0989'ALONG TRAIL WHICH BECOMES RATHER DIM WHERE IT FOLLOWS DOWN
 ES0989'THE RIVER 3/4 MILE, THENCE ACROSS THE RIVER AGAIN TO THE
 ES0989'NORTH SIDE.  CONTINUE ALONG TRAIL ABOUT 1/2 MILE TO ANOTHER
 ES0989'CROSSING.  CROSS RIVER AND ANGLE LEFT TO A FORK ABOUT 100
 ES0989'YARDS.  TAKE LEFT FORK AS INDICATED BY FOREST SERVICE SIGN ON
 ES0989'TREE BULL SPRING 4, AND FOLLOW THE TRAIL UP RIDGE WHICH IS
 ES0989'OPEN TO WHERE LEFT FORK OF TRAIL STARTS DOWN HILL AND
 ES0989'RIGHT FORK LEADS UP STEEP SLOPE.  TAKE RIGHT FORK, UP
 ES0989'SWITCH-BACK TRAIL TO WHERE IT COMES OUT ON TOP OF RIDGE
 ES0989'AFTER RUNNING ALONG SIDE OF HILL NEAR TOP.  HERE LEAVE TRAIL AND
 ES0989'MAKE WAY CROSS COUNTRY TO TOP OF MESA AND STATION WHICH IS ON
 ES0989'THE HIGHEST POINT NEAR THE SOUTHEAST END.  THIS MESA IS FLAT
 ES0989'AND BRUSHY WITH SCATTERED CEDAR TREES.
 ES0989'
 ES0989'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 ES0989'STAMPED BULL 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES0989'IS FLUSH WITH THE GROUND.  CLEARED LINES WILL INDICATE THE
 ES0989'APPROXIMATE LOCATION.
 ES0989'
 ES0989'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION.  A
 ES0989'STANDARD REFERENCE MARK DISK.  STAMPED BULL NO 1 1946, CEMENTED
 ES0989'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 ES0989'
 ES0989'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION.  A
 ES0989'STANDARD REFERENCE MARK DISK, STAMPED BULL NO. 2 1946, CEMENTED
 ES0989'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 8 INCHES ABOVE
 ES0989'GROUND.
 ES0989'
 ES0989'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS AVAILABLE.
 ES0989'
 ES0989'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 ES0989
 ES0989                          STATION RECOVERY (1966)
 ES0989
 ES0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0989'RECOVERED AS DESCRIBED.  RMS AGREE WITH NGS.
 ES0989'
 ES0989'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1858 ***********************************************************************
 DV1858  DESIGNATION -  BULL
 DV1858  PID         -  DV1858
 DV1858  STATE/COUNTY-  AZ/MARICOPA
 DV1858  USGS QUAD   -  MC MICKEN DAM (1981)
 DV1858
 DV1858                         *CURRENT SURVEY CONTROL
 DV1858  ___________________________________________________________________
 DV1858* NAD 83(1992)-  33 41 47.81686(N)    112 22 38.68518(W)     ADJUSTED  
 DV1858* NAVD 88     -       406.2    (meters)    1333.     (feet)  VERTCON   
 DV1858  ___________________________________________________________________
 DV1858  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DV1858  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1858  HORZ ORDER  -  SECOND
 DV1858
 DV1858.The horizontal coordinates were established by classical geodetic methods
 DV1858.and adjusted by the National Geodetic Survey in August 1993.
 DV1858
 DV1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1858
 DV1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1858
 DV1858.The geoid height was determined by GEOID03.
 DV1858
 DV1858;                    North         East     Units Scale Factor Converg.
 DV1858;SPC AZ C     -   299,101.225   170,647.456   MT  0.99992248   -0 15 20.2
 DV1858;SPC AZ C     -   981,303.23    559,866.98   iFT  0.99992248   -0 15 20.2
 DV1858;UTM  12      - 3,729,369.574   372,343.748   MT  0.99980090   -0 45 51.4
 DV1858
 DV1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1858!SPC AZ C     -   0.99994093  x   0.99992248  =   0.99986342
 DV1858!UTM  12      -   0.99994093  x   0.99980090  =   0.99974184
 DV1858
 DV1858|---------------------------------------------------------------------|
 DV1858| PID    Reference Object                     Distance      Geod. Az  |
 DV1858|                                                           dddmmss.s |
 DV1858| CR7738 BULL RM 2                            10.238 METERS 07238     |
 DV1858| DV1859 BULL AZ MK                          APPROX. 0.5 KM 1744750.7 |
 DV1858| CR7737 BULL RM 1                            10.630 METERS 25604     |
 DV1858|---------------------------------------------------------------------|
 DV1858
 DV1858                          SUPERSEDED SURVEY CONTROL
 DV1858
 DV1858  NAD 83(1986)-  33 41 47.81089(N)    112 22 38.69238(W) AD(       ) 2
 DV1858  NGVD 29 (07/20/87)  405.6    (m)         1331.     (f) VERT ANG    3  
 DV1858
 DV1858.Superseded values are not recommended for survey control.
 DV1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1858.See file dsdata.txt to determine how the superseded data were derived.
 DV1858
 DV1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7234429370(NAD 83)
 DV1858_MARKER: DS = TRIANGULATION STATION DISK
 DV1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1858+STABILITY: SURFACE MOTION
 DV1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1858+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DV1858
 DV1858  HISTORY     - Date     Condition        Report By
 DV1858  HISTORY     - 1986     MONUMENTED       AZDT
 DV1858  HISTORY     - 20060818 GOOD             GEOCAC
 DV1858  HISTORY     - 20071102 GOOD             GEOCAC
 DV1858
 DV1858                          STATION DESCRIPTION
 DV1858
 DV1858'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1858'THE STATION IS LOCATED 2.5 MILES NORTH OF BEARDSLEY ON TOP OF THE
 DV1858'MCMIKEN DAM OUTLET CHANNEL.
 DV1858'
 DV1858'THE STATION MARK IS AN AZDT DISK STAMPED---BULL 1986---.  IT IS SET IN
 DV1858'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 DV1858'SURFACE.  IT IS 8 FEET NORTH OF THE CENTER OF THE DIKE ROAD AND 4 FEET
 DV1858'EAST OF THE WITNESS POST.
 DV1858'
 DV1858'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BULL RM 1 1986---.  IT IS
 DV1858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 8 FEET NORTH OF THE
 DV1858'CENTER OF THE DIKE ROAD AND 2 FEET WEST OF A WITNESS POST.
 DV1858'
 DV1858'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BULL RM 2 1986---.  IT IS
 DV1858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 8 FEET NORTH OF THE
 DV1858'CENTER OF THE ROAD AND 4 FEET EAST OF THE WITNESS POST.
 DV1858'
 DV1858'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---BULL AZ 1986---.  IT IS SET
 DV1858'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 147 FEET EAST OF BULLARD
 DV1858'AVENUE OR 147TH AVENUE.
 DV1858'
 DV1858'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV1858'AVENUE IN SURPRISE TRAVEL NORTHWEST ALONG GRAND AVENUE WHICH IS U.S.
 DV1858'HIGHWAY 60 FOR 4.65 MILES TO A ROAD RIGHT AT MILE POST 138.05.  TURN
 DV1858'RIGHT CROSSING RAILROAD JUST EAST OF BEARDSLEY CANEL AND TRAVEL 0.05
 DV1858'MILE.  TURN RIGHT CROSSING A WASH, THEN TURN SHARP LEFT AND TRAVEL
 DV1858'NORTHEAST FOR 1.10 MILES TO A GATE.  PASS THROUGH GATE AND TRAVEL
 DV1858'NORTHEAST ON THE DIKE FOR 1.05 MILES TO THE STATION ON THE LEFT.
 DV1858'
 DV1858'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTH ON BLADED ROAD
 DV1858'0.3 MILE TO THE MARK ON THE RIGHT.
 DV1858
 DV1858                          STATION RECOVERY (2006)
 DV1858
 DV1858'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1858'RM 1 AND 2 WERE ALSO RECOVERED IN GOOD CONDITION.
 DV1858
 DV1858                          STATION RECOVERY (2007)
 DV1858
 DV1858'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1858'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1858'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1050 ***********************************************************************
 ET1050  DESIGNATION -  BULLARD
 ET1050  PID         -  ET1050
 ET1050  STATE/COUNTY-  AZ/YAVAPAI
 ET1050  USGS QUAD   -  SMITH PEAK (1967)
 ET1050
 ET1050                         *CURRENT SURVEY CONTROL
 ET1050  ___________________________________________________________________
 ET1050* NAD 83(1992)-  34 04 29.63907(N)    113 18 30.41520(W)     ADJUSTED  
 ET1050* NAVD 88     -      1331.6    (meters)    4369.     (feet)  VERTCON   
 ET1050  ___________________________________________________________________
 ET1050  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 ET1050  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ET1050  HORZ ORDER  -  FIRST
 ET1050
 ET1050.The horizontal coordinates were established by classical geodetic methods
 ET1050.and adjusted by the National Geodetic Survey in August 1993.
 ET1050
 ET1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1050
 ET1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1050
 ET1050.The geoid height was determined by GEOID03.
 ET1050
 ET1050;                    North         East     Units Scale Factor Converg.
 ET1050;SPC AZ C     -   341,835.375    84,901.585   MT  1.00010336   -0 46 47.6
 ET1050;SPC AZ C     - 1,121,507.14    278,548.51   iFT  1.00010336   -0 46 47.6
 ET1050;SPC AZ W     -   341,060.479   254,114.222   MT  0.99995380   +0 14 50.6
 ET1050;SPC AZ W     - 1,118,964.83    833,708.08   iFT  0.99995380   +0 14 50.6
 ET1050;UTM  12      - 3,772,865.789   286,985.434   MT  1.00015938   -1 17 37.9
 ET1050
 ET1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1050!SPC AZ C     -   0.99979567  x   1.00010336  =   0.99989901
 ET1050!SPC AZ W     -   0.99979567  x   0.99995380  =   0.99974948
 ET1050!UTM  12      -   0.99979567  x   1.00015938  =   0.99995502
 ET1050
 ET1050:                Primary Azimuth Mark                     Grid Az
 ET1050:SPC AZ C     -  BULLARD AZ MK                            076 06 31.7
 ET1050:SPC AZ W     -  BULLARD AZ MK                            075 04 53.5
 ET1050:UTM  12      -  BULLARD AZ MK                            076 37 22.0
 ET1050
 ET1050|---------------------------------------------------------------------|
 ET1050| PID    Reference Object                     Distance      Geod. Az  |
 ET1050|                                                           dddmmss.s |
 ET1050| CH2820 BULLARD AZ MK                                      0751944.1 |
 ET1050| CH2821 BULLARD RM 1                         12.740 METERS 11405     |
 ET1050| DV1884 AGUILA RAILROAD WATER TANK          APPROX.19.1 KM 1393408.8 |
 ET1050| CH2822 BULLARD RM 2                         13.498 METERS 25430     |
 ET1050|---------------------------------------------------------------------|
 ET1050
 ET1050                          SUPERSEDED SURVEY CONTROL
 ET1050
 ET1050  NAD 83(1986)-  34 04 29.63845(N)    113 18 30.41879(W) AD(       ) 1
 ET1050  NAD 27      -  34 04 29.54100(N)    113 18 27.71100(W) AD(       ) 1
 ET1050  NGVD 29 (07/19/86) 1330.9    (m)         4366.     (f) VERT ANG    3  
 ET1050
 ET1050.Superseded values are not recommended for survey control.
 ET1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1050.See file dsdata.txt to determine how the superseded data were derived.
 ET1050
 ET1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8698572866(NAD 83)
 ET1050_MARKER: DS = TRIANGULATION STATION DISK
 ET1050_SETTING: 66 = SET IN ROCK OUTCROP
 ET1050_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1050
 ET1050  HISTORY     - Date     Condition        Report By
 ET1050  HISTORY     - 1944     MONUMENTED       CGS
 ET1050  HISTORY     - 1948     GOOD             CGS
 ET1050
 ET1050                          STATION DESCRIPTION
 ET1050
 ET1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1050'STATION IS ABOUT 11-1/2 MILES (AIR LINE) NW OF AGUILA, ABOUT
 ET1050'2-1/2 MILES WNW OF THE BULLARD MINE, ON A ROUND-TOPPED MOUNTAIN
 ET1050'AT THE E END OF THE HARCUVAR RANGE.  THERE ARE HIGHER MOUNTAINS
 ET1050'TO THE W AND LOWER HILLS TO THE E.
 ET1050'
 ET1050'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT 3
 ET1050'INCHES BELOW THE SURROUNDING SURFACE AND IS STAMPED BULLARD 1944.
 ET1050'IT IS 47 FEET ENE OF THE HIGHEST POINT OF THE MOUNTAIN.
 ET1050'
 ET1050'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK ABOUT
 ET1050'1-1/2 FEET HIGHER THAN THE SURROUNDING SURFACE AND IS STAMPED
 ET1050'BULLARD NO 1 1944.  IT IS ABOUT 20 INCHES LOWER IN ELEVATION THAN
 ET1050'THE STATION MARK.
 ET1050'
 ET1050'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 ET1050'WITH THE SURROUNDING SURFACE AND IS STAMPED BULLARD NO 2 1944.
 ET1050'IT IS ABOUT 12 INCHES HIGHER IN ELEVATION THAN STATION MARK,
 ET1050'3 FEET NE OF AND ABOUT 12 INCHES LOWER THAN THE HIGHEST POINT
 ET1050'OF THE MOUNTAIN.
 ET1050'
 ET1050'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK 6 FEET NNW
 ET1050'OF A 4-FOOT CAIRN AND IS STAMPED BULLARD 1944.  IT IS ON TOP OF
 ET1050'THE FIRST KNOLL SW OF THE SADDLE MENTIONED BELOW.
 ET1050'
 ET1050'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ON STATE
 ET1050'HIGHWAY 71 FOR 1.7 MILES TO A FORK.  TAKE THE LEFT FORK STRAIGHT
 ET1050'AHEAD OFF HIGHWAY 71 ACROSS A CATTLE GUARD FOR 2.2 MILES TO A
 ET1050'CROSSROADS.  HERE TURN LEFT WITH THE MAIN-TRAVELED ROAD AND GO
 ET1050'2.4 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR
 ET1050'0.4 MILE TO A FORK.  HERE TAKE THE RIGHT FORK (MAIN-TRAVELED
 ET1050'ROAD) FOR 2.9 MILES TO A FORK.  HERE TAKE THE LEFT FORK STRAIGHT
 ET1050'AHEAD FOR 0.8 MILE TO A WASH AND FORK.  HERE TAKE THE LEFT FORK
 ET1050'OFF THE MAIN-TRAVELED ROAD AND ACROSS THE WASH FOR 0.7 MILE TO A
 ET1050'FORK.  TAKE THE LEFT FORK FOR 0.1 MILE TO A FORK.  HERE TAKE
 ET1050'THE LEFT FORK ACROSS A 100-YARD WASH FOR 0.2 MILE TO A STONE
 ET1050'HOUSE.  HERE TAKE THE RIGHT FORK ALONG THE E SIDE OF THE HOUSE
 ET1050'FOR 0.5 MILE TO A WASH.  CONTINUE FOR 0.1 MILE AND TURN OFF
 ET1050'TRACK ROAD AND GO NW CROSS COUNTRY FOR 1.1 MILES TO THE BASE
 ET1050'OF THE FOOTHILLS AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET1050'NE ACROSS TWO SMALL WASHES AND INTO THE MAIN WASH.  PACK UP
 ET1050'THE MAIN WASH TO ITS HEAD IN A LOW SADDLE.  HERE PACK WSW ALONG
 ET1050'THE RIDGE TO THE HIGHEST POINT OF THE MOUNTAIN AND STATION.
 ET1050'
 ET1050'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1050
 ET1050                          STATION RECOVERY (1948)
 ET1050
 ET1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1050'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 ET1050'AS DESCRIBED.
 ET1050'
 ET1050'THE STATION IS LOCATED ABOUT 11.5 MILES AIR LINE NORTHWEST OF
 ET1050'AGUILA, ABOUT 2.5 MILES WEST-NORTHWEST OF THE BULLARD MINE, ON A
 ET1050'ROUND-TOPPED MOUNTAIN WHICH IS AT THE EAST END OF THE HARCUVAR
 ET1050'RANGE.  THERE ARE HIGHER MOUNTAINS TO THE WEST AND LOWER
 ET1050'MOUNTAINS TO THE EAST.  IT IS LOCATED 15 PACES EAST-NORTHEAST OF
 ET1050'THE HIGHEST POINT, 6 PACES NORTH OF THE SOUTH RIM.  STATION MARK
 ET1050'IS A BRONZE DISK SET INTO A DRILL HOLE IN ROCK OUTCROP, ABOUT 2
 ET1050'INCHES BELOW THE GROUND SURFACE, AND IS STAMPED, BULLARD 1944.
 ET1050'
 ET1050'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 ET1050'STATION, ON THE NORTH FACE OF RIDGE, 5 PACES NORTH OF THE SOUTH
 ET1050'RIM, A BRONZE DISK SET INTO A DRILL HOLE IN A BOULDER, PROJECTS 1
 ET1050'FOOT AND IS STAMPED, BULLARD NO 1 1944.
 ET1050'
 ET1050'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET HIGHER THAN THE
 ET1050'STATION, 3 FEET NORTHEAST OF THE HIGHEST POINT, A BRONZE DISK
 ET1050'SET INTO A DRILL HOLE IN ROCK OUTCROP, PROJECTS 4 INCHES AND IS
 ET1050'STAMPED, BULLARD NO 2 1944.
 ET1050'
 ET1050'THE AZIMUTH MARK IS LOCATED ALONG ROUTE TO STATION, ON THE FIRST
 ET1050'POINT WEST-SOUTHWEST OF THE LOW SADDLE MENTIONED IN DESCRIPTION,
 ET1050'6 PACES NORTH OF THE SOUTH RIM, 7 FEET NORTH OF A 3 FOOT CAIRN,
 ET1050'A BRONZE DISK SET INTO A DRILL HOLE IN ROCK OUTCROP, SET FLUSH AND
 ET1050'STAMPED, BULLARD 1944.
 ET1050'
 ET1050'TO REACH FROM THE POST OFFICE IN AGUILA, GO NORTH ON STATE HIGHWAY
 ET1050'71 FOR 1.85 MILES TO A FORK.  TAKE LEFT FORK STRAIGHT AHEAD,
 ET1050'LEAVING STATE HIGHWAY 71, AND GO 2.3 MILES TO A CROSSROAD.  HERE
 ET1050'TURN LEFT FOLLOWING THE MAIN TRAVELED ROAD AND GO 2.6 MILES TO
 ET1050'A FORK.  TAKE LEFT FORK STRAIGHT AHEAD FOR 0.45 MILE TO A FORK.
 ET1050'TAKE THE RIGHT FORK, MAIN TRAVELED ROAD FOR 2.95 MILES TO A
 ET1050'FORK.  TAKE THE LEFT FORK FOR 0.8 MILE TO A FORK AT WASH.  TAKE
 ET1050'THE LEFT FORK, LEAVING MAIN TRAVELED ROAD, CROSS WASH AND GO 0.8
 ET1050'MILE TO A FORK.  TAKE LEFT FORK FOR 0.1 MILE TO FORK.  TAKE
 ET1050'LEFT FORK, CROSSING A WIDE WASH FOR 0.2 MILE TO A STONE HOUSE.
 ET1050'TAKE THE RIGHT FORK ALONG THE EAST SIDE OF THE HOUSE FOR 0.6
 ET1050'MILE TO A WASH.  CONTINUE 0.1 MILE AND TURN LEFT LEAVING THE MAIN
 ET1050'TRAVELED ROAD, AND GO NORTHWEST ALONG DIM TRACKS FOR 1.1 MILE
 ET1050'TO THE BASE OF THE FOOT HILLS AND END OF TRUCK TRAVEL.  FROM
 ET1050'THIS POINT PACK NORTHEAST, CROSSING TWO SMALL WASHES, TO
 ET1050'THE WEST SIDE OF THE LARGE WASH AND TRAIL.  FOLLOW TRAIL
 ET1050'NORTH TO THE HEAD IN A LOW SADDLE.  AT THIS POINT TURN LEFT
 ET1050'(WSW) AND FOLLOW RIDGE TO THE FIRST POINT AND AZIMUTH MARK AS
 ET1050'DESCRIBED ABOVE.  CONTINUE UP RIDGE TO HIGHEST POINT AND
 ET1050'STATION AS DESCRIBED ABOVE.  1-1/2 HOUR PACK.
 ET1050'
 ET1050'OBSERVATIONS MADE FROM A 1.5 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1051 ***********************************************************************
 ET1051  DESIGNATION -  BULLARD PEAK
 ET1051  PID         -  ET1051
 ET1051  STATE/COUNTY-  AZ/LA PAZ
 ET1051  USGS QUAD   -  SMITH PEAK (1967)
 ET1051
 ET1051                         *CURRENT SURVEY CONTROL
 ET1051  ___________________________________________________________________
 ET1051* NAD 83(1992)-  34 03 55.35972(N)    113 21 21.34689(W)     ADJUSTED  
 ET1051* NAVD 88     -              **(meters)            **(feet)            
 ET1051  ___________________________________________________________________
 ET1051  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 ET1051  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET1051  HORZ ORDER  -  THIRD
 ET1051
 ET1051.The horizontal coordinates were established by classical geodetic methods
 ET1051.and adjusted by the National Geodetic Survey in August 1993.
 ET1051
 ET1051
 ET1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1051
 ET1051.The geoid height was determined by GEOID03.
 ET1051
 ET1051;                    North         East     Units Scale Factor Converg.
 ET1051;SPC AZ W     -   339,986.415   249,735.869   MT  0.99994964   +0 13 14.7
 ET1051;SPC AZ W     - 1,115,440.99    819,343.40   iFT  0.99994964   +0 13 14.7
 ET1051;SPC AZ C     -   340,839.814    80,503.984   MT  1.00011752   -0 48 22.7
 ET1051;SPC AZ C     - 1,118,240.86    264,120.68   iFT  1.00011752   -0 48 22.7
 ET1051;UTM  12      - 3,771,909.653   282,578.813   MT  1.00018276   -1 19 12.6
 ET1051
 ET1051                          SUPERSEDED SURVEY CONTROL
 ET1051
 ET1051  NAD 83(1986)-  34 03 55.36075(N)    113 21 21.35159(W) AD(       ) 4
 ET1051  NAD 27      -  34 03 55.26000(N)    113 21 18.63000(W) AD(       ) 3
 ET1051
 ET1051.Superseded values are not recommended for survey control.
 ET1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1051.See file dsdata.txt to determine how the superseded data were derived.
 ET1051
 ET1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8257971910(NAD 83)
 ET1051_MARKER: 03 = MOUNTAIN PEAK
 ET1051
 ET1051  HISTORY     - Date     Condition        Report By
 ET1051  HISTORY     - 1924     FIRST OBSERVED   CGS
 ET1051  HISTORY     - 1946     GOOD             CGS
 ET1051
 ET1051                          STATION DESCRIPTION
 ET1051
 ET1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WH)
 ET1051'THIS STATION IS EVIDENTLY MISNAMED.
 ET1051'
 ET1051'NO DESCRIPTION OR POSITION IS AVAILABLE AT THE TIME OF WRITING
 ET1051'THIS RECOVERY NOTE.  ITS LOCATION IS NOTED AS IS PLOTTED ON THE
 ET1051'TRIANGULATION CONTROL SHEET FOR THE STATE OF ARIZONA.
 ET1051'
 ET1051'BULLARD PEAK IS A SMALL VOLCANIC KNOLL LYING IN THE E END
 ET1051'OF MC MULLEN VALLEY, AND SITUATED DETACHED FROM THE HARCUVAR
 ET1051'MOUNTAINS S OF THE E END AND LOW PART OF THIS RANGE.  BULLARD
 ET1051'PEAK IS SE FROM THE TRIANGULATION STATION BULLARD.
 ET1051'
 ET1051'THE POINT INTERSECTED AND SHOWN AS BULLARD PEAK, MAY BE AN
 ET1051'INTERSECTION ON SMITH PEAK (ALSO KNOWN AS PETE SMITH PEAK)
 ET1051'LOCATED SSW FROM THE TRIANGULATION STATION BULLARD, BUT IT
 ET1051'IS QUESTIONABLE IF THE HIGHEST ELEVATION OF THE RIDGE IS
 ET1051'VISIBLE FROM THAT STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9969 ***********************************************************************
 DK9969  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9969  DESIGNATION -  BULLHEAD CITY CORS ARP
 DK9969  PID         -  DK9969
 DK9969  STATE/COUNTY-  AZ/MOHAVE
 DK9969  USGS QUAD   -  DAVIS DAM SE (1983)
 DK9969
 DK9969                         *CURRENT SURVEY CONTROL
 DK9969  ___________________________________________________________________
 DK9969* NAD 83(2007)-  35 06 26.96499(N)    114 36 17.90235(W)     ADJUSTED  
 DK9969* NAVD 88     -       182.61   (meters)     599.1    (feet)  GPS OBS   
 DK9969  ___________________________________________________________________
 DK9969  EPOCH DATE  -        2007.00
 DK9969  X           -  -2,174,939.189 (meters)                     COMP
 DK9969  Y           -  -4,749,390.079 (meters)                     COMP
 DK9969  Z           -   3,647,716.641 (meters)                     COMP
 DK9969  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DK9969  ELLIP HEIGHT-         152.409 (meters)          (03/02/09) ADJUSTED
 DK9969  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DK9969  HORZ ORDER  -  A
 DK9969  ELLP ORDER  -  FOURTH    CLASS I
 DK9969
 DK9969.The horizontal coordinates were established by GPS observations
 DK9969.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9969
 DK9969.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9969.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9969.The horizontal coordinates are valid at the epoch date displayed above.
 DK9969.The epoch date for horizontal control is a decimal equivalence
 DK9969.of Year/Month/Day.
 DK9969
 DK9969.The orthometric height was determined by GPS observations and a
 DK9969.high-resolution geoid model.
 DK9969.The orthometric height was determined by GPS observations and a
 DK9969.high-resolution geoid model using precise GPS observation and
 DK9969.processing techniques.
 DK9969
 DK9969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9969
 DK9969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9969
 DK9969.The ellipsoidal height was determined by GPS observations
 DK9969.and is referenced to NAD 83.
 DK9969
 DK9969.The geoid height was determined by GEOID03.
 DK9969
 DK9969;                    North         East     Units Scale Factor Converg.
 DK9969;SPC AZ W     -   455,847.808   135,417.503   MT  1.00000818   -0 29 30.2
 DK9969;SPC AZ W     - 1,495,563.67    444,283.15   iFT  1.00000818   -0 29 30.2
 DK9969;UTM  11      - 3,887,588.165   718,285.699   MT  1.00018727   +1 22 40.6
 DK9969
 DK9969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9969!SPC AZ W     -   0.99997608  x   1.00000818  =   0.99998426
 DK9969!UTM  11      -   0.99997608  x   1.00018727  =   1.00016334
 DK9969
 DK9969                          SUPERSEDED SURVEY CONTROL
 DK9969
 DK9969.No superseded survey control is available for this station.
 DK9969
 DK9969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1828687588(NAD 83)
 DK9969_MARKER: Z = SEE DESCRIPTION
 DK9969_SETTING: 0 = UNSPECIFIED SETTING
 DK9969_SP_SET: STATION IS ANTENNA REFERENCE PNT
 DK9969_MARK LOGO: NONE  
 DK9969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK9969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9969+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2008
 DK9969
 DK9969  HISTORY     - Date     Condition        Report By
 DK9969  HISTORY     - 20080606 MONUMENTED       GEOANA
 DK9969
 DK9969                          STATION DESCRIPTION
 DK9969
 DK9969'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9969'THE STATION IS LOCATED IN BULLHEAD CITY ABOUT 17.9 MI (28.8 KM) NORTH
 DK9969'OF NEEDLES, 13.8 MI (22.2 KM) WEST-NORTHWEST OF OATMAN AND 5.5 MI (8.8
 DK9969'KM) SOUTH-SOUTHWEST OF DAVIS DAM.
 DK9969' 
 DK9969'THE STATION IS THE ANTENNA REFERENCE POINT (ARP) OF A PERMANENTLY
 DK9969'MOUNTED GNSS ANTENNA.  IT IS PART OF THE AZCORS NETWORK AND IS
 DK9969'CURRENTLY IN THE NATIONAL GEODETIC SURVEY PROCESSING QUEUE TO BECOME
 DK9969'PART OF THE NATIONAL CORS NETWORK.  THE STATION FOUR CHARACTER ID IS
 DK9969'CURRENTLY 'BULL' AND IT WILL BECOME 'AZBC' WHEN IT BECOMES PART OF THE
 DK9969'NATIONAL CORS.
 DK9969' 
 DK9969'SITE IS OPERATED BY THE ARIZONA HEIGHT MODERNIZATION PROGRAM.  PRIMARY
 DK9969'CONTACT IS DAVE MINKEL, TELEPHONE 602-542-1569, FAX 602-542-2600,
 DK9969'E-MAIL DAVE.MINKEL.NOAA.GOV.  FOR MORE INFORMATION SEE THE AZCORS WEB
 DK9969'PAGE (AZHMP.ORG/SPIDERWEB/FRMINDEX.ASPX).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DL1709 ***********************************************************************
 DL1709  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL1709  DESIGNATION -  BULLHEAD CITY CORS ARP
 DL1709  CORS_ID     -  AZBH
 DL1709  PID         -  DL1709
 DL1709  STATE/COUNTY-  AZ/MOHAVE
 DL1709  USGS QUAD   -  DAVIS DAM SE (1983)
 DL1709
 DL1709                         *CURRENT SURVEY CONTROL
 DL1709  ___________________________________________________________________
 DL1709* NAD 83(CORS)-  35 06 26.96489(N)    114 36 17.90295(W)     ADJUSTED  
 DL1709* NAVD 88     -              **(meters)            **(feet)            
 DL1709  ___________________________________________________________________
 DL1709  EPOCH DATE  -        2002.00
 DL1709  X           -  -2,174,939.202 (meters)                     COMP
 DL1709  Y           -  -4,749,390.069 (meters)                     COMP
 DL1709  Z           -   3,647,716.635 (meters)                     COMP
 DL1709  ELLIP HEIGHT-         152.402 (meters)          (03/??/09) ADJUSTED
 DL1709  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DL1709  HORZ ORDER  -  SPECIAL (CORS)
 DL1709  ELLP ORDER  -  SPECIAL (CORS)
 DL1709
 DL1709.ITRF positions are available for this station.
 DL1709.The coordinates were established by GPS observations
 DL1709.and adjusted by the National Geodetic Survey in March 2009.
 DL1709.The coordinates are valid at the epoch date displayed above.
 DL1709.The epoch date for horizontal control is a decimal equivalence
 DL1709.of Year/Month/Day.
 DL1709
 DL1709
 DL1709.The PID for the CORS L1 Phase Center is DL1710.
 DL1709
 DL1709.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL1709
 DL1709.The ellipsoidal height was determined by GPS observations
 DL1709.and is referenced to NAD 83.
 DL1709
 DL1709.The geoid height was determined by GEOID03.
 DL1709
 DL1709;                    North         East     Units Scale Factor Converg.
 DL1709;SPC AZ W     -   455,847.805   135,417.488   MT  1.00000818   -0 29 30.2
 DL1709;SPC AZ W     - 1,495,563.66    444,283.10   iFT  1.00000818   -0 29 30.2
 DL1709
 DL1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1709!SPC AZ W     -   0.99997608  x   1.00000818  =   0.99998426
 DL1709
 DL1709                          SUPERSEDED SURVEY CONTROL
 DL1709
 DL1709.No superseded survey control is available for this station.
 DL1709
 DL1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1828687588(NAD 83)
 DL1709_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL1709
 DL1709                          STATION DESCRIPTION
 DL1709
 DL1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 2009
 DL1709'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DL1709'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL1709'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL1709'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DL1709'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DL1710 ***********************************************************************
 DL1710  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL1710  DESIGNATION -  BULLHEAD CITY CORS L1 PHASE CENTER
 DL1710  CORS_ID     -  AZBH
 DL1710  PID         -  DL1710
 DL1710  STATE/COUNTY-  AZ/MOHAVE
 DL1710  USGS QUAD   -  DAVIS DAM SE (1983)
 DL1710
 DL1710                         *CURRENT SURVEY CONTROL
 DL1710  ___________________________________________________________________
 DL1710* NAD 83(CORS)-  35 06 26.96493(N)    114 36 17.90292(W)     ADJUSTED  
 DL1710* NAVD 88     -              **(meters)            **(feet)            
 DL1710  ___________________________________________________________________
 DL1710  EPOCH DATE  -        2002.00
 DL1710  X           -  -2,174,939.229 (meters)                     COMP
 DL1710  Y           -  -4,749,390.132 (meters)                     COMP
 DL1710  Z           -   3,647,716.685 (meters)                     COMP
 DL1710  ELLIP HEIGHT-         152.487 (meters)          (03/??/09) ADJUSTED
 DL1710  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DL1710  HORZ ORDER  -  SPECIAL (CORS)
 DL1710  ELLP ORDER  -  SPECIAL (CORS)
 DL1710
 DL1710.ITRF positions are available for this station.
 DL1710.The coordinates were established by GPS observations
 DL1710.and adjusted by the National Geodetic Survey in March 2009.
 DL1710.The coordinates are valid at the epoch date displayed above.
 DL1710.The epoch date for horizontal control is a decimal equivalence
 DL1710.of Year/Month/Day.
 DL1710
 DL1710
 DL1710.The PID for the CORS ARP is DL1709.
 DL1710
 DL1710.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL1710
 DL1710.The ellipsoidal height was determined by GPS observations
 DL1710.and is referenced to NAD 83.
 DL1710
 DL1710.The geoid height was determined by GEOID03.
 DL1710
 DL1710;                    North         East     Units Scale Factor Converg.
 DL1710;SPC AZ W     -   455,847.807   135,417.489   MT  1.00000818   -0 29 30.2
 DL1710;SPC AZ W     - 1,495,563.67    444,283.10   iFT  1.00000818   -0 29 30.2
 DL1710
 DL1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1710!SPC AZ W     -   0.99997607  x   1.00000818  =   0.99998425
 DL1710
 DL1710                          SUPERSEDED SURVEY CONTROL
 DL1710
 DL1710.No superseded survey control is available for this station.
 DL1710
 DL1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1828687588(NAD 83)
 DL1710_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DL1710
 DL1710                          STATION DESCRIPTION
 DL1710
 DL1710'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DL1710'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DL1710'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL1710'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL1710'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DL1710'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1080 ***********************************************************************
 FS1080  DESIGNATION -  BULLSHEAD
 FS1080  PID         -  FS1080
 FS1080  STATE/COUNTY-  AZ/MOHAVE
 FS1080  USGS QUAD   -  DAVIS DAM (1983)
 FS1080
 FS1080                         *CURRENT SURVEY CONTROL
 FS1080  ___________________________________________________________________
 FS1080* NAD 83(1992)-  35 12 59.53993(N)    114 32 12.28515(W)     ADJUSTED  
 FS1080* NAVD 88     -       481.5    (meters)    1580.     (feet)  VERTCON   
 FS1080  ___________________________________________________________________
 FS1080  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FS1080  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FS1080  HORZ ORDER  -  FIRST
 FS1080
 FS1080.The horizontal coordinates were established by classical geodetic methods
 FS1080.and adjusted by the National Geodetic Survey in August 1993.
 FS1080
 FS1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1080
 FS1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1080
 FS1080.The geoid height was determined by GEOID03.
 FS1080
 FS1080;                    North         East     Units Scale Factor Converg.
 FS1080;SPC AZ W     -   467,894.374   141,733.141   MT  0.99999654   -0 27 13.4
 FS1080;SPC AZ W     - 1,535,086.53    465,003.74   iFT  0.99999654   -0 27 13.4
 FS1080;SPC NV E     - 8,052,254.633   295,280.939   MT  1.00001185   +0 36 12.9
 FS1080;SPC NV E     -26,418,105.41    968,767.55   sFT  1.00001185   +0 36 12.9
 FS1080;UTM  11      - 3,899,837.099   724,205.584   MT  1.00021955   +1 25 15.9
 FS1080
 FS1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1080!SPC AZ W     -   0.99992910  x   0.99999654  =   0.99992564
 FS1080!SPC NV E     -   0.99992910  x   1.00001185  =   0.99994094
 FS1080!UTM  11      -   0.99992910  x   1.00021955  =   1.00014863
 FS1080
 FS1080|---------------------------------------------------------------------|
 FS1080| PID    Reference Object                     Distance      Geod. Az  |
 FS1080|                                                           dddmmss.s |
 FS1080| FS1081 BULLSHEAD CAIRN                       3.740 METERS 04441     |
 FS1080| FS1060 NUTT MOUNT CAIRN                    APPROX.22.0 KM 1302954.9 |
 FS1080| FS1062 AIRWAY BEACON TOWER                 APPROX.25.0 KM 1403228.3 |
 FS1080| FS1065 HARDY CAIRN                         APPROX.19.8 KM 1521517.1 |
 FS1080| FS1082 DAVIS DAM SO CAL EDISON STACK       APPROX. 9.3 KM 2121105.8 |
 FS1080| CC5284 BULLSHEAD RM 2                        3.209 METERS 23549     |
 FS1080| CC5283 BULLSHEAD RM 1                        2.447 METERS 32057     |
 FS1080| CC5285 BULLSHEAD RM 3                                     3453625.4 |
 FS1080|---------------------------------------------------------------------|
 FS1080
 FS1080                          SUPERSEDED SURVEY CONTROL
 FS1080
 FS1080  NAD 83(1986)-  35 12 59.54362(N)    114 32 12.28121(W) AD(       ) 1
 FS1080  NAD 27      -  35 12 59.54600(N)    114 32 09.40900(W) AD(       ) 1
 FS1080  NGVD 29 (07/19/86)  480.8    (m)         1577.     (f) VERT ANG    3  
 FS1080
 FS1080.Superseded values are not recommended for survey control.
 FS1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1080.See file dsdata.txt to determine how the superseded data were derived.
 FS1080
 FS1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2420699837(NAD 83)
 FS1080_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1080_SETTING: 66 = SET IN ROCK OUTCROP
 FS1080_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1080+STABILITY: POSITION/ELEVATION WELL
 FS1080
 FS1080  HISTORY     - Date     Condition        Report By
 FS1080  HISTORY     - 1934     MONUMENTED       CGS
 FS1080  HISTORY     - 1948     GOOD             CGS
 FS1080  HISTORY     - 1948     GOOD             USGS
 FS1080  HISTORY     - 1955     GOOD             CGS
 FS1080  HISTORY     - 1973     GOOD             NGS
 FS1080
 FS1080                          STATION DESCRIPTION
 FS1080
 FS1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1080'STATION IS 2-1/4 MILES E OF THE COLORADO RIVER ON THE HIGHEST
 FS1080'POINT OF ROCKY BLACK RANGE OF MOUNTAINS KNOWN LOCALLY AS
 FS1080'BULLSHEAD MOUNTAINS, 12 MILES A LITTLE E OF N OF OLD FORT
 FS1080'MOHAVE AND 1 MILE SE (140 DEGREES MAGNETIC) FROM THE KATHERINE
 FS1080'MINES STAMPMILL.  STATION IS 12.27 FEET SW OF THE ROCK CAIRN
 FS1080'WHICH IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 FS1080'
 FS1080'THE STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 FS1080'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1080'
 FS1080'REFERENCE MARK NO. 3 (AZIMUTH) IS 0.2 MILE NW OF THE END OF
 FS1080'A ROCKY RIDGE WHICH IS IN LINE WITH THE STATION AND KATHERINE
 FS1080'MILL.  MARK IS SET IN THE FACE OF A SLOPING ROCK.
 FS1080'
 FS1080'THE STATION IS BEST REACHED FROM KINGMAN BY W ON THE CHLORIDE
 FS1080'ROAD 6.0 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN
 FS1080'ROAD 24.3 MILES TOWARD KATHERINE AND TURN LEFT OFF MAIN
 FS1080'ROAD (THIS POINT IS ABOUT 1 MILE BEFORE REACHING THE KATHERINE
 FS1080'STAMPMILL), GO 0.1 MILE, TURN LEFT, GO 0.1 MILE, TURN RIGHT,
 FS1080'GO 0.4 MILE AND PASS UNDER TELEPHONE LINE, TAKE RIGHT FORK
 FS1080'100 FEET S OF TELEPHONE LINE, FOLLOW DIM ROAD 0.8 MILE TO
 FS1080'END OF TRUCK TRAVEL AT BASE OF PEAK.  CAIRN AT STATION IS
 FS1080'ABOUT 1/2 MILE, A LITTLE E OF S FROM HERE.  ABOUT 30-MINUTE
 FS1080'PACK.
 FS1080
 FS1080                          STATION RECOVERY (1948)
 FS1080
 FS1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1080'THE STATION IS ABOUT 2-1/2 MILES, AIRLINE, NORTHEAST OF DAVIS
 FS1080'DAM, 2-1/4 MILES EAST OF THE COLORADO RIVER, ON THE HIGHEST
 FS1080'PEAK OF A BLACK ROCKY RANGE OF MOUNTAINS KNOWN LOCALLY AS
 FS1080'THE BULLSHEAD MOUNTAINS.
 FS1080'
 FS1080'THE ROCK CAIRN WHICH WAS DESCRIBED IN THE ORIGINAL DESCRIPTION
 FS1080'AS A REFERENCE POINT HAS BEEN DESTROYED.  THE STATION MARK,
 FS1080'REFERENCE MARK NO. 1, AND THE AZIMUTH MARK ARE IN GOOD CONDITION.
 FS1080'REFERENCE MARK NO. 2 WAS ESTABLISHED AND IS DESCRIBED BELOW.
 FS1080'
 FS1080'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1080'IN BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND, IS STAMPED
 FS1080'BULLSHEAD 1934.  IT IS 4 FEET LOWER IN ELEVATION THAN THE
 FS1080'HIGHEST POINT ON THE PEAK WHICH IS 12 FEET NORTH OF THE STATION.
 FS1080'
 FS1080'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 FS1080'HOLE IN BEDROCK WHICH IS APPROXIMATELY THE SAME ELEVATION
 FS1080'AS THE STATION MARK, IS STAMPED BULLSHEAD NO 1 1934.
 FS1080'
 FS1080'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN THE TOP
 FS1080'OF A MASS OF OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES
 FS1080'ON THE EAST SIDE AND 2 FEET ON THE WEST SIDE, IS STAMPED
 FS1080'BULLSHEAD NO 2 1948.
 FS1080'
 FS1080'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK CEMENTED
 FS1080'IN A DRILL HOLE IN THE TOP OF BED ROCK WHICH IS INCLINED ABOUT
 FS1080'30 DEGREES.  IT IS ON THE SOUTHERN SLOPE OF THE RIDGE WHICH
 FS1080'IS TRAVERSED TO REACH THE STATION AND IS ABOUT 0.2 MILE
 FS1080'SOUTHEAST OF THE SPOT WHERE TRUCK TRAVEL ENDS.  THERE IS
 FS1080'A ROCK CAIRN ON THE TOP OF THE RIDGE 6 FEET ABOVE AND 6 FEET
 FS1080'NORTH OF THE MARK.  THE DISK IS STAMPED BULLSHEAD NO 3 1934.
 FS1080'
 FS1080'TO REACH THE STATION FROM THE POST OFFICE AT DAVIS DAM ON
 FS1080'THE WEST SIDE OF THE COLORADO RIVER JUST SOUTHWEST OF THE
 FS1080'DAM SITE GO NORTH ALONG THE WEST SIDE OF THE RIVER 3/4 MILE
 FS1080'TO THE WEST END OF THE FOURTH BRIDGE UP STREAM.  TURN RIGHT
 FS1080'AND CROSS THE BRIDGE.  TAKE THE MIDDLE ROAD OF THREE AND
 FS1080'GO NORTH AND EAST ALONG THE EAST SIDE OF THE RIVER FOR 2.2
 FS1080'MILES TO A FORK.  TAKE THE RIGHT HAND ROAD AND GO 0.4 MILE
 FS1080'TO A TRACK ROAD LEFT.  TAKE THE TRACK ROAD LEFT WHICH SKIRTS
 FS1080'AROUND THE LEFT SIDE OF A GROUP OF LOW HILLS AND GO 0.4 MILE.
 FS1080'TURN EASTERLY ON A DIM TRACK ROAD AND GO UP A RIDGE FOR
 FS1080'0.4 MILE TO THE WESTERN BASE OF A MOUNTAIN AND THE END OF
 FS1080'TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST TO A SPUR RIDGE
 FS1080'(THE AZIMUTH IS ABOUT HALF WAY UP THIS RIDGE) THENCE
 FS1080'EASTERLY UP THIS RIDGE TO A SMALL SADDLE IN THE MAIN
 FS1080'RIDGE.  TURN RIGHT, SOUTHERLY, ALONG THE TOP OF THE MAIN
 FS1080'RIDGE AND GO TO THE SUMMIT AND STATION.  A 1/2 HOUR PACK.
 FS1080
 FS1080                          STATION RECOVERY (1948)
 FS1080
 FS1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 FS1080'RECOVERED IN GOOD CONDITION.
 FS1080
 FS1080                          STATION RECOVERY (1955)
 FS1080
 FS1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1080'RECOVERED - THE STATION AND THE REFERENCE MARKS WERE RECOVERED
 FS1080'IN GOOD CONDITION AS DESCRIBED BY F.A.R. IN 1948.  NO SEARCH
 FS1080'WAS MADE FOR THE AZIMUTH MARK.  THE DESCRIPTION IS ADEQUATE
 FS1080'EXCEPT FOR THE DIRECTIONS FOR REACHING THE STATION.  NEW
 FS1080'DIRECTIONS FOLLOW--
 FS1080'
 FS1080'TO REACH THE STATION FROM THE EAST SIDE OF DAVIS DAM, GO
 FS1080'EAST ON ARIZONA STATE HIGHWAY 68 FOR 0.4 MILE TO A PAVED
 FS1080'ROAD NORTH, LEADING TO THE BOAT LANDING ON THE EAST SIDE
 FS1080'OF LAKE.  PROCEED NORTHEASTERLY ALONG THE PAVED ROAD FOR
 FS1080'ABOUT 1.9 MILES TO THE NORTH SIDE OF THE MOUNTAIN RANGE.
 FS1080'FROM THIS POINT PACK SOUTHEASTERLY FOR ABOUT 0.3 MILE TO THE
 FS1080'HIGHEST PEAK IN THE AREA AND THE STATION.
 FS1080
 FS1080                          STATION RECOVERY (1973)
 FS1080
 FS1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FS1080'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FS1080'MARK (R.M. 3) WERE RECOVERED AS DESCRIBED IN 1948.  THE
 FS1080'ROUTE TO THE STATION IS ADEQUATE.  THE CAIRN NEAR THE STATION
 FS1080'HAS BEEN REMOVED.
 FS1080'
 FS1080'OWING TO A LATE EVENING STORM THE STATION WAS REACHED AFTER
 FS1080'DARK AND THE GROUND WORK WAS NOT COMPLETED.
 FS1080'
 FS1080'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FS1080'
 FS1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 FS1080'NORTHEAST OF BULLHEAD CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1081 ***********************************************************************
 FS1081  DESIGNATION -  BULLSHEAD CAIRN
 FS1081  PID         -  FS1081
 FS1081  STATE/COUNTY-  AZ/MOHAVE
 FS1081  USGS QUAD   -  DAVIS DAM (1983)
 FS1081
 FS1081                         *CURRENT SURVEY CONTROL
 FS1081  ___________________________________________________________________
 FS1081* NAD 83(1992)-  35 12 59.62623(N)    114 32 12.18117(W)     ADJUSTED  
 FS1081* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 FS1081  ___________________________________________________________________
 FS1081  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FS1081  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FS1081  HORZ ORDER  -  THIRD
 FS1081
 FS1081.The horizontal coordinates were established by classical geodetic methods
 FS1081.and adjusted by the National Geodetic Survey in August 1993.
 FS1081
 FS1081.The orthometric height was scaled from a topographic map.
 FS1081
 FS1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1081
 FS1081.The geoid height was determined by GEOID03.
 FS1081
 FS1081;                    North         East     Units Scale Factor Converg.
 FS1081;SPC AZ W     -   467,897.013   141,735.792   MT  0.99999653   -0 27 13.3
 FS1081;SPC AZ W     - 1,535,095.19    465,012.44   iFT  0.99999653   -0 27 13.3
 FS1081;SPC CA 5     -   695,844.492 2,315,244.975   MT  0.99995504   +1 58 26.8
 FS1081;SPC CA 5     - 2,282,949.80  7,595,932.89   sFT  0.99995504   +1 58 26.8
 FS1081;SPC NV E     - 8,052,257.321   295,283.541   MT  1.00001185   +0 36 12.9
 FS1081;SPC NV E     -26,418,114.23    968,776.08   sFT  1.00001185   +0 36 12.9
 FS1081;UTM  11      - 3,899,839.824   724,208.147   MT  1.00021956   +1 25 15.9
 FS1081
 FS1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1081!SPC AZ W     -   0.99992922  x   0.99999653  =   0.99992575
 FS1081!SPC CA 5     -   0.99992922  x   0.99995504  =   0.99988426
 FS1081!SPC NV E     -   0.99992922  x   1.00001185  =   0.99994107
 FS1081!UTM  11      -   0.99992922  x   1.00021956  =   1.00014877
 FS1081
 FS1081                          SUPERSEDED SURVEY CONTROL
 FS1081
 FS1081  NAD 83(1986)-  35 12 59.62992(N)    114 32 12.17723(W) AD(       ) 4
 FS1081  NAD 27      -  35 12 59.63200(N)    114 32 09.30500(W) AD(       ) 3
 FS1081
 FS1081.Superseded values are not recommended for survey control.
 FS1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1081.See file dsdata.txt to determine how the superseded data were derived.
 FS1081
 FS1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2420899840(NAD 83)
 FS1081_MARKER: 72 = CAIRN
 FS1081
 FS1081  HISTORY     - Date     Condition        Report By
 FS1081  HISTORY     - 1934     FIRST OBSERVED   CGS
 FS1081
 FS1081                          STATION DESCRIPTION
 FS1081
 FS1081'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2226 ***********************************************************************
 DV2226  DESIGNATION -  BULLY
 DV2226  PID         -  DV2226
 DV2226  STATE/COUNTY-  AZ/MARICOPA
 DV2226  USGS QUAD   -  TOLLESON (1982)
 DV2226
 DV2226                         *CURRENT SURVEY CONTROL
 DV2226  ___________________________________________________________________
 DV2226* NAD 83(2007)-  33 27 36.59936(N)    112 22 30.06849(W)     ADJUSTED  
 DV2226* NAVD 88     -       310.9    (meters)    1020.     (feet)  VERTCON   
 DV2226  ___________________________________________________________________
 DV2226  EPOCH DATE  -        2007.00
 DV2226  X           -  -2,027,715.753 (meters)                     COMP
 DV2226  Y           -  -4,925,701.742 (meters)                     COMP
 DV2226  Z           -   3,496,804.024 (meters)                     COMP
 DV2226  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DV2226  ELLIP HEIGHT-         280.648 (meters)          (02/10/07) ADJUSTED
 DV2226  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV2226
 DV2226  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2226  Type    PID    Designation                      North   East  Ellip
 DV2226  -------------------------------------------------------------------
 DV2226  NETWORK DV2226 BULLY                             1.67   1.06   3.08
 DV2226  -------------------------------------------------------------------
 DV2226
 DV2226.The horizontal coordinates were established by GPS observations
 DV2226.and adjusted by the National Geodetic Survey in February 2007.
 DV2226
 DV2226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2226.The horizontal coordinates are valid at the epoch date displayed above.
 DV2226.The epoch date for horizontal control is a decimal equivalence
 DV2226.of Year/Month/Day.
 DV2226
 DV2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2226
 DV2226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2226
 DV2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2226
 DV2226.The ellipsoidal height was determined by GPS observations
 DV2226.and is referenced to NAD 83.
 DV2226
 DV2226.The geoid height was determined by GEOID03.
 DV2226
 DV2226;                    North         East     Units Scale Factor Converg.
 DV2226;SPC AZ C     -   272,876.806   170,753.317   MT  0.99992237   -0 15 09.8
 DV2226;SPC AZ C     -   895,265.11    560,214.29   iFT  0.99992237   -0 15 09.8
 DV2226;UTM  12      - 3,703,148.427   372,217.529   MT  0.99980131   -0 45 29.6
 DV2226
 DV2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2226!SPC AZ C     -   0.99995594  x   0.99992237  =   0.99987832
 DV2226!UTM  12      -   0.99995594  x   0.99980131  =   0.99975726
 DV2226
 DV2226                          SUPERSEDED SURVEY CONTROL
 DV2226
 DV2226  ELLIP H (06/11/02)  280.675  (m)                       GP(       ) 4 2
 DV2226  NAD 83(1992)-  33 27 36.59744(N)    112 22 30.06808(W) AD(       ) 1
 DV2226  ELLIP H (08/23/93)  280.819  (m)                       GP(       ) 4 2
 DV2226  NAD 83(1986)-  33 27 36.59182(N)    112 22 30.07418(W) AD(       ) 1
 DV2226  NGVD 29 (09/11/89)  310.3    (m)         1018.     (f) GPS OBS     3  
 DV2226
 DV2226.Superseded values are not recommended for survey control.
 DV2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2226.See file dsdata.txt to determine how the superseded data were derived.
 DV2226
 DV2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7221803148(NAD 83)
 DV2226_MARKER: DD = SURVEY DISK
 DV2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2226+STABILITY: SURFACE MOTION
 DV2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2226+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2226
 DV2226  HISTORY     - Date     Condition        Report By
 DV2226  HISTORY     - 1986     MONUMENTED       AZDT
 DV2226  HISTORY     - 20080407 MARK NOT FOUND   GEOCAC
 DV2226
 DV2226                          STATION DESCRIPTION
 DV2226
 DV2226'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2226'THE STATION IS LOCATED ABOUT 3.24 KM (2.0 MI) NORTH-NORTHWEST OF
 DV2226'GOODYEAR, ARIZONA.
 DV2226'
 DV2226'TO REACH THE STATION FROM THE INTERSECTION OF LITCHFIELD ROAD
 DV2226'AND YUMA ROAD IN GOODYEAR, ARIZONA, GO NORTH ON LITCHFIELD ROAD
 DV2226'FOR 2.43 KM (1.5 MI) TO THE INTERSECTION OF LITCHFIELD ROAD AND
 DV2226'INTERSTATE HWY. 10, TURN WEST ON INTERSTATE HWY. 10 FOR 1.62 KM
 DV2226'(1.0 MI) TO THE INTERSECTION OF BULLARD AVENUE AND INTERSTATE HWY.
 DV2226'10 TO THE STATION ON THE LEFT IN THE MEDIAN STRIP.
 DV2226'
 DV2226'THE STATION IS A STANDARD A.G.S. DISK
 DV2226'STAMPED---BULLY 1986---,
 DV2226'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2226'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2226'1.31 METERS (4.3 FT) NORTH-NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2226'1.40 METERS (4.6 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2226'2.65 METERS (8.7 FT) EAST FROM A CHAIN LINK FENCE,
 DV2226'10.97 METERS (36.0 FT) SOUTH FROM THE WEST BOUND GUARD RAIL OF
 DV2226'INTERSTATE HWY. 10,
 DV2226'16.76 METERS (55.0 FT) NORTH FROM THE EAST BOUND CENTERLINE OF
 DV2226'INTERSTATE HWY. 10.
 DV2226'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2226'STAMPED---BULLY 1986---,
 DV2226'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2226
 DV2226                          STATION RECOVERY (2008)
 DV2226
 DV2226'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2226'A LARGE TRENCH HAS BEEN DUG WHERE THE MARK STOOD A FEW MONTHS AGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0254 ***********************************************************************
 ET0254  DESIGNATION -  BUM
 ET0254  PID         -  ET0254
 ET0254  STATE/COUNTY-  AZ/YAVAPAI
 ET0254  USGS QUAD   -  BUMBLE BEE (1969)
 ET0254
 ET0254                         *CURRENT SURVEY CONTROL
 ET0254  ___________________________________________________________________
 ET0254* NAD 83(1992)-  34 09 42.62695(N)    112 09 02.03263(W)     ADJUSTED  
 ET0254* NAVD 88     -       999.24   (+/-2cm)    3278.3    (feet)  VERTCON   
 ET0254  ___________________________________________________________________
 ET0254  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 ET0254  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 ET0254  HORZ ORDER  -  SECOND
 ET0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0254
 ET0254.The horizontal coordinates were established by classical geodetic methods
 ET0254.and adjusted by the National Geodetic Survey in August 1993.
 ET0254
 ET0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0254.The vertical order pertains to the NGVD 29 superseded value.
 ET0254
 ET0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0254
 ET0254.The geoid height was determined by GEOID03.
 ET0254
 ET0254;                    North         East     Units Scale Factor Converg.
 ET0254;SPC AZ C     -   350,628.779   191,794.588   MT  0.99990573   -0 07 52.8
 ET0254;SPC AZ C     - 1,150,356.89    629,247.34   iFT  0.99990573   -0 07 52.8
 ET0254;UTM  12      - 3,780,698.789   393,947.125   MT  0.99973864   -0 38 46.1
 ET0254
 ET0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0254!SPC AZ C     -   0.99984750  x   0.99990573  =   0.99975325
 ET0254!UTM  12      -   0.99984750  x   0.99973864  =   0.99958618
 ET0254
 ET0254|---------------------------------------------------------------------|
 ET0254| PID    Reference Object                     Distance      Geod. Az  |
 ET0254|                                                           dddmmss.s |
 ET0254| ET0255 BUM RM 1                              9.316 METERS 07811     |
 ET0254| ET0932 A 2                                 APPROX. 1.3 KM 1713716.7 |
 ET0254| ET0253 BUM RM 2                              7.238 METERS 21104     |
 ET0254|---------------------------------------------------------------------|
 ET0254
 ET0254                          SUPERSEDED SURVEY CONTROL
 ET0254
 ET0254  NAD 83(1986)-  34 09 42.62151(N)    112 09 02.03374(W) AD(       ) 2
 ET0254  NAD 27      -  34 09 42.50120(N)    112 08 59.45750(W) AD(       ) 2
 ET0254  NGVD 29 (??/??/92)  998.596  (m)         3276.23   (f) ADJ UNCH    2 0
 ET0254
 ET0254.Superseded values are not recommended for survey control.
 ET0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0254.See file dsdata.txt to determine how the superseded data were derived.
 ET0254
 ET0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9394780699(NAD 83)
 ET0254_MARKER: DS = TRIANGULATION STATION DISK
 ET0254_SETTING: 66 = SET IN ROCK OUTCROP
 ET0254_SP_SET: BEDROCK
 ET0254_STAMPING: BUM 1958
 ET0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0254+STABILITY: POSITION/ELEVATION WELL
 ET0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0254+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0254
 ET0254  HISTORY     - Date     Condition        Report By
 ET0254  HISTORY     - 1959     MONUMENTED       CGS
 ET0254  HISTORY     - 1959     GOOD             NGS
 ET0254  HISTORY     - 20080817 GOOD             GEOCAC
 ET0254
 ET0254                          STATION DESCRIPTION
 ET0254
 ET0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0254'THE STATION IS LOCATED ON THE SOUTH END OF A RIDGE THAT
 ET0254'OVERLOOKS BLACK CANYON TO THE SOUTH AND WEST, 7 MILES NORTH
 ET0254'OF THE TOWN OF BLACK CANYON, 3 MILES SOUTH OF BUMBLE BEE,
 ET0254'2 MILES SOUTH OF SUNSET POINT AND 1/4 MILE WEST OF STATE
 ET0254'HIGHWAY 69.
 ET0254'
 ET0254'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0254'GO NORTH ON STATE HIGHWAY 69 FOR 7.3 MILES TO A POINT WHERE
 ET0254'THE HIGHWAY LEAVES A DEEP ROCK CUT AND A TRACK ROAD ON THE
 ET0254'LEFT, TURN LEFT, GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY
 ET0254'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW
 ET0254'THE TRACK ROAD SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, FOLLOW
 ET0254'THE TRACK ROAD ALONG THE FENCE FOR 0.15 MILE TO A WIRE GATE.
 ET0254'PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD SOUTHWEST
 ET0254'FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET0254'SOUTH ALONG THE RIDGE FOR ABOUT 10 MINUTES TO THE SOUTH END
 ET0254'OF THE RIDGE AND THE STATION.
 ET0254'
 ET0254'THE STATION MARK, STAMPED BUM 1958, IS A STANDARD DISK CEMENTED
 ET0254'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE
 ET0254'OF THE GROUND AND IS 5.8 FEET SOUTH OF A WITNESS POST.
 ET0254'
 ET0254'REFERENCE MARK NO. 1, STAMPED BUM NO 1 1958, IS A STANDARD
 ET0254'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0254'1 FOOT AND IS 30.8 FEET EAST OF A WITNESS POST.
 ET0254'
 ET0254'REFERENCE MARK NO. 2, STAMPED BUM NO 2 1958, IS A STANDARD
 ET0254'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0254'8 INCHES AND IS 29.1 FEET SOUTHWEST OF A WITNESS POST.
 ET0254'
 ET0254'STATION A 2 CAN BE USED FOR AN AZIMUTH MARK.  (SEE DESCRIPTION
 ET0254'THEREOF).
 ET0254
 ET0254                          STATION RECOVERY (1959)
 ET0254
 ET0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0254'7.0 MI N FROM BLACK CANYON.
 ET0254'7.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0254'CANYON, THENCE GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY 0.1 MILE TO
 ET0254'A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 ET0254'SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, THENCE FOLLOW THE TRACK ROAD
 ET0254'WEST FOR 0.15 MILE TO A WIRE GATE, THENCE FOLLOW THE TRACK ROAD
 ET0254'SOUTHWEST 0.3 MILE TO THE END OF TRUCK TRAVEL, FROM HERE GO SOUTH
 ET0254'ALONG THE RIDGE TO THE SOUTH END OF THE RIDGE, 5.8 FEET SOUTH OF THE
 ET0254'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 ET0254'THE SURFACE OF THE GROUND.
 ET0254
 ET0254                          STATION RECOVERY (2008)
 ET0254
 ET0254'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0254'RECOVERED AS DESCRIBED, IN GOOD CONDITION. ALTHOUGH THIS RECOVERY USED
 ET0254'AN APPROACH FROM THE WEST, THE 1959 TO-REACH IS STILL VALID WITH THE
 ET0254'EXCEPTION THAT STATE HIGHWAY 69 IS NOW INTERSTATE 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0255 ***********************************************************************
 ET0255  DESIGNATION -  BUM RM 1
 ET0255  PID         -  ET0255
 ET0255  STATE/COUNTY-  AZ/YAVAPAI
 ET0255  USGS QUAD   -  BUMBLE BEE (1969)
 ET0255
 ET0255                         *CURRENT SURVEY CONTROL
 ET0255  ___________________________________________________________________
 ET0255* NAD 83(1986)-  34 09 42.     (N)    112 09 02.     (W)     SCALED    
 ET0255* NAVD 88     -       998.72   (+/-2cm)    3276.6    (feet)  VERTCON   
 ET0255  ___________________________________________________________________
 ET0255  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 ET0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0255
 ET0255.The horizontal coordinates were scaled from a topographic map and have
 ET0255.an estimated accuracy of +/- 6 seconds.
 ET0255
 ET0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0255.The vertical order pertains to the NGVD 29 superseded value.
 ET0255
 ET0255.The geoid height was determined by GEOID03.
 ET0255
 ET0255;                    North         East    Units  Estimated Accuracy
 ET0255;SPC AZ C     -   350,610.      191,800.      MT  (+/- 180 meters Scaled)
 ET0255
 ET0255                          SUPERSEDED SURVEY CONTROL
 ET0255
 ET0255  NGVD 29 (??/??/92)  998.071  (m)         3274.50   (f) ADJ UNCH    2 0
 ET0255
 ET0255.Superseded values are not recommended for survey control.
 ET0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0255.See file dsdata.txt to determine how the superseded data were derived.
 ET0255
 ET0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939806(NAD 83)
 ET0255_MARKER: DR = REFERENCE MARK DISK
 ET0255_SETTING: 80 = SET IN A BOULDER
 ET0255_SP_SET: BOULDER
 ET0255_STAMPING: BUM NO 1958
 ET0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0255+STABILITY: SURFACE MOTION
 ET0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0255+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0255
 ET0255  HISTORY     - Date     Condition        Report By
 ET0255  HISTORY     - 1958     MONUMENTED       CGS
 ET0255  HISTORY     - 1959     GOOD             NGS
 ET0255  HISTORY     - 20080817 GOOD             GEOCAC
 ET0255
 ET0255                          STATION DESCRIPTION
 ET0255
 ET0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0255'7.0 MI N FROM BLACK CANYON.
 ET0255'7.3 MILES NORTH ALONG STATE HIGHWY 69 FROM THE POST OFFICE IN BLACK
 ET0255'CANYON, THENCE GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY 0.1 MILE TO
 ET0255'A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 ET0255'SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, THENCE FOLLOW THE TRACK ROAD
 ET0255'WEST FOR 0.15 MILE TO A WIRE GATE, THENCE FOLLOW THE TRACK ROAD
 ET0255'SOUTHWEST 0.3 MILE TO THE END OF TRUCK TRAVEL, FROM HERE GO SOUTH
 ET0255'ALONG THE RIDGE TO THE SOUTH END OF THE RIDGE, 30.8 FEET EAST OF THE
 ET0255'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 ET0255'FOOT.
 ET0255
 ET0255                          STATION RECOVERY (2008)
 ET0255
 ET0255'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0255'RECOVERED AS DESCRIBED, IN GOOD CONDITION. ALTHOUGH THIS RECOVERY USED
 ET0255'AN APPROACH FROM THE WEST, THE 1959 TO-REACH IS STILL VALID WITH THE
 ET0255'EXCEPTION THAT STATE HIGHWAY 69 IS NOW INTERSTATE 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0253 ***********************************************************************
 ET0253  DESIGNATION -  BUM RM 2
 ET0253  PID         -  ET0253
 ET0253  STATE/COUNTY-  AZ/YAVAPAI
 ET0253  USGS QUAD   -  BUMBLE BEE (1969)
 ET0253
 ET0253                         *CURRENT SURVEY CONTROL
 ET0253  ___________________________________________________________________
 ET0253* NAD 83(1986)-  34 09 42.     (N)    112 09 02.     (W)     SCALED    
 ET0253* NAVD 88     -       999.48   (+/-2cm)    3279.1    (feet)  VERTCON   
 ET0253  ___________________________________________________________________
 ET0253  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 ET0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0253
 ET0253.The horizontal coordinates were scaled from a topographic map and have
 ET0253.an estimated accuracy of +/- 6 seconds.
 ET0253
 ET0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0253.The vertical order pertains to the NGVD 29 superseded value.
 ET0253
 ET0253.The geoid height was determined by GEOID03.
 ET0253
 ET0253;                    North         East    Units  Estimated Accuracy
 ET0253;SPC AZ C     -   350,610.      191,800.      MT  (+/- 180 meters Scaled)
 ET0253
 ET0253                          SUPERSEDED SURVEY CONTROL
 ET0253
 ET0253  NGVD 29 (??/??/92)  998.835  (m)         3277.01   (f) ADJ UNCH    2 0
 ET0253
 ET0253.Superseded values are not recommended for survey control.
 ET0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0253.See file dsdata.txt to determine how the superseded data were derived.
 ET0253
 ET0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939806(NAD 83)
 ET0253_MARKER: DR = REFERENCE MARK DISK
 ET0253_SETTING: 80 = SET IN A BOULDER
 ET0253_SP_SET: BOULDER
 ET0253_STAMPING: BUM NO 2 1958
 ET0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0253+STABILITY: SURFACE MOTION
 ET0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0253+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0253
 ET0253  HISTORY     - Date     Condition        Report By
 ET0253  HISTORY     - 1958     MONUMENTED       CGS
 ET0253  HISTORY     - 1959     GOOD             NGS
 ET0253  HISTORY     - 20080817 GOOD             GEOCAC
 ET0253
 ET0253                          STATION DESCRIPTION
 ET0253
 ET0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0253'7.0 MI N FROM BLACK CANYON.
 ET0253'7.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0253'CANYON, THENCE GO SOUTH ALONG THE WEST SIDE OF THE HIGHWAY 0.1 MILE TO
 ET0253'A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 ET0253'SOUTHWEST FOR 0.25 MILE TO A WIRE FENCE, THENCE FOLLOW THE TRACK ROAD
 ET0253'WEST FOR 0.15 MILE TO A WIRE GATE, THENCE FOLLOW THE TRACK ROAD
 ET0253'SOUTHWEST 0.3 MILE TO THE END OF TRUCK TRAVEL, FROM HERE GO SOUTH
 ET0253'ALONG THE RIDGE TO THE SOUTH END OF THE RIDGE, 29 FEET SOUTHWEST OF
 ET0253'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0253'8 INCHES.
 ET0253
 ET0253                          STATION RECOVERY (2008)
 ET0253
 ET0253'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0253'RECOVERED AS DESCRIBED, IN GOOD CONDITION. ALTHOUGH THIS RECOVERY USED
 ET0253'AN APPROACH FROM THE WEST, THE 1959 TO-REACH IS STILL VALID WITH THE
 ET0253'EXCEPTION THAT STATE HIGHWAY 69 IS NOW INTERSTATE 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2148 ***********************************************************************
 DV2148  DESIGNATION -  BUMP
 DV2148  PID         -  DV2148
 DV2148  STATE/COUNTY-  AZ/MARICOPA
 DV2148  USGS QUAD   -  COTTON CENTER SE (1973)
 DV2148
 DV2148                         *CURRENT SURVEY CONTROL
 DV2148  ___________________________________________________________________
 DV2148* NAD 83(1992)-  33 02 29.65611(N)    112 35 59.15858(W)     ADJUSTED  
 DV2148* NAVD 88     -       346.0    (meters)    1135.     (feet)  VERTCON   
 DV2148  ___________________________________________________________________
 DV2148  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 DV2148  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV2148  HORZ ORDER  -  SECOND
 DV2148
 DV2148.The horizontal coordinates were established by classical geodetic methods
 DV2148.and adjusted by the National Geodetic Survey in August 1993.
 DV2148
 DV2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2148
 DV2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2148
 DV2148.The geoid height was determined by GEOID03.
 DV2148
 DV2148;                    North         East     Units Scale Factor Converg.
 DV2148;SPC AZ C     -   226,568.904   149,557.863   MT  0.99995017   -0 22 20.9
 DV2148;SPC AZ C     -   743,336.30    490,675.40   iFT  0.99995017   -0 22 20.9
 DV2148;UTM  12      - 3,657,032.807   350,618.690   MT  0.99987514   -0 52 20.7
 DV2148
 DV2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2148!SPC AZ C     -   0.99995056  x   0.99995017  =   0.99990073
 DV2148!UTM  12      -   0.99995056  x   0.99987514  =   0.99982570
 DV2148
 DV2148|---------------------------------------------------------------------|
 DV2148| PID    Reference Object                     Distance      Geod. Az  |
 DV2148|                                                           dddmmss.s |
 DV2148| CH4894 BUMP RM 1                             7.143 METERS 24736     |
 DV2148| DV2149 80 128 5                            APPROX. 4.3 KM 2884443.3 |
 DV2148| CH4895 BUMP RM 2                             8.083 METERS 35549     |
 DV2148|---------------------------------------------------------------------|
 DV2148
 DV2148                          SUPERSEDED SURVEY CONTROL
 DV2148
 DV2148  NAD 83(1986)-  33 02 29.64922(N)    112 35 59.16241(W) AD(       ) 2
 DV2148  NAD 27      -  33 02 29.48979(N)    112 35 56.57832(W) AD(       ) 2
 DV2148  NGVD 29 (07/19/86)  345.4    (m)         1133.     (f) VERT ANG    3  
 DV2148
 DV2148.Superseded values are not recommended for survey control.
 DV2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2148.See file dsdata.txt to determine how the superseded data were derived.
 DV2148
 DV2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5061957033(NAD 83)
 DV2148_MARKER: DS = TRIANGULATION STATION DISK
 DV2148_SETTING: 80 = SET IN A BOULDER
 DV2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2148+STABILITY: SURFACE MOTION
 DV2148
 DV2148  HISTORY     - Date     Condition        Report By
 DV2148  HISTORY     - 1949     MONUMENTED       USGS
 DV2148  HISTORY     - 1973     GOOD             USGS
 DV2148  HISTORY     - 1974     GOOD             AZDT
 DV2148
 DV2148                          STATION DESCRIPTION
 DV2148
 DV2148'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV2148'STATION MARK--STANDARD BRONZE TABLET STAMPED---BUMP 1949---, IN TOP
 DV2148'OF NATURALLY-EMBEDDED BOULDER.
 DV2148'
 DV2148'RM 1--STANDARD RM TABLET STAMPED---NO 1---, IN TOP OF BOULDER.
 DV2148'
 DV2148'RM 2--STANDARD RM TABLET STAMPED---NO 2---, IN SLOPING FACE OF ROCK
 DV2148'OUTCROP.
 DV2148
 DV2148                          STATION RECOVERY (1973)
 DV2148
 DV2148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2148'RECOVERED AS DESCRIBED BY USGS.
 DV2148'
 DV2148'LOCATED ABOUT 9.5 MI NE. OF GILA BEND, ABOUT 5.2 MI N. OF
 DV2148'SOUTHERN PACIFIC RR. TRACKS, ABOUT 5.0 MI SE. OF COTTON CENTER,
 DV2148'ABOUT 2.7 MI E. OF U.S. HWY. 80.  ON HIGHEST POINT OF SMALL ROCKY
 DV2148'TOP.
 DV2148'
 DV2148'TO REACH FROM POST OFFICE AT GILA BEND, GO 0.05 MI E. ON PAPOGO
 DV2148'ST.  TURN RIGHT 0.1 MI S. ON MARTIN ST.  TURN LEFT 1.4 MI E. ON
 DV2148'PIMA ST. (U.S. HWY. 80) TO T-RD.  TURN RIGHT (S.) ON MARICOPA RD.
 DV2148'THEN E. ALONG SOUTHERN PACIFIC RR. ON GRADED RD. 4.8 MI TO T-RD.
 DV2148'TURN LEFT 3.0 MI N. (AT THIS POINT RD. BENDS RIGHT NE.), CONTINUE
 DV2148'N. ALONG DIM RD. FOLLOWING MILITARY CABLE LINE 1.6 MI TO TOWNSHIP
 DV2148'CORNER 36/4S/4W, CONTINUE 0.7 MI N. ON DIM RD.  TURN RIGHT 1.0 MI
 DV2148'E. CROSS-COUNTRY ALONG RIDGE.  TURN LEFT CROSSING WASH 0.1 MI N.
 DV2148'TO END OF TRUCK TRAVEL.  PACK N. TO TOP AND STATION.  ABOUT A
 DV2148'5-MINUTE PACK.
 DV2148
 DV2148                          STATION RECOVERY (1974)
 DV2148
 DV2148'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DV2148'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH EAST OF GILA BEND
 DV2148'AND 2.5 MILES EAST OF HIGHWAY U.S. 80.  THE STATION IS ON THE
 DV2148'HIGHEST POINT OF A SMALL ROCKY HILL (BUMPHILL).
 DV2148'
 DV2148'THE STATION MARK IS A STANDARD USGS BRASS DISK STAMPED BUMP 1949
 DV2148'AND IS CEMENTED TO THE TOP OF A GRANITE OUTCROP.  THE MARK
 DV2148'IS 15 FEET NORTH OF THE SOUTH EDGE AND 30 FEET SOUTH OF NORTH
 DV2148'EDGE OF HILL TOP.
 DV2148'
 DV2148'REFERENCE MARK 1 IS A STANDARD USGS BRASS DISK STAMPED RM 1 AND IS
 DV2148'CEMENTED TO A 2 FOOT BY 3 FOOT GRANITE OUTCROP.
 DV2148'
 DV2148'REFERENCE MARK 2 IS A STANDARD USGS BRASS DISK STAMPED RM 2 AND
 DV2148'IS CEMENTED TO A GRANITE BOULDER 1 X 2 X 4.5 FEET. THE MARK IS 10
 DV2148'FEET SOUTH OF NORTH EDGE AND 40 FEET NORTH OF SOUTH EDGE OF HILL.
 DV2148'
 DV2148'TO REACH THE STATION FROM THE OVERPASS IN EAST GILA BEND ON U.S. 84
 DV2148'GO NORTH ON U.S. 80 FOR 1.35 MILES TO ENTRANCE OF GILA BEND
 DV2148'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE NORTH FOR 5.65 MILES
 DV2148'TO GATE ON THE RIGHT (EAST) AND FOLLOW DIM TRACK ROAD EASTERLY
 DV2148'FOR 2 MILES TO JUNCTION OF SECTION LINE ROAD (N-S), TURN LEFT
 DV2148'(NORTH) CROSSING 10 FOOT WIDE DRY WASH, CONTINUE NORTH FOR 1/2
 DV2148'MILE TO LOW RIDGE AND A DIM TRACK ROAD EASTERLY, TURN RIGHT
 DV2148'AND FOLLOW DIM TRACKS FOR 1.2 MILES TO SOUTH EAST RIDGE OF BUMP
 DV2148'HILL.  PACK WESTERLY TO STATION, A 15 MINUTE PACK.  A
 DV2148'4-WHEEL DRIVE VEHICLE NEEDED AFTER JUNCTION WITH SECTION LINE
 DV2148'ROAD.
 DV2148'
 DV2148'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2357 ***********************************************************************
 CZ2357  DESIGNATION -  BUR
 CZ2357  PID         -  CZ2357
 CZ2357  STATE/COUNTY-  AZ/PINAL
 CZ2357  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2357
 CZ2357                         *CURRENT SURVEY CONTROL
 CZ2357  ___________________________________________________________________
 CZ2357* NAD 83(1992)-  32 46 01.14619(N)    111 59 26.40619(W)     ADJUSTED  
 CZ2357* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 CZ2357  ___________________________________________________________________
 CZ2357  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CZ2357  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ2357  HORZ ORDER  -  SECOND
 CZ2357
 CZ2357.The horizontal coordinates were established by classical geodetic methods
 CZ2357.and adjusted by the National Geodetic Survey in August 1993.
 CZ2357
 CZ2357.The orthometric height was scaled from a topographic map.
 CZ2357
 CZ2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2357
 CZ2357.The geoid height was determined by GEOID03.
 CZ2357
 CZ2357;                    North         East     Units Scale Factor Converg.
 CZ2357;SPC AZ C     -   195,914.636   206,426.873   MT  0.99990059   -0 02 24.2
 CZ2357;SPC AZ C     -   642,764.55    677,253.52   iFT  0.99990059   -0 02 24.2
 CZ2357;UTM  12      - 3,625,889.550   407,211.462   MT  0.99970616   -0 32 10.4
 CZ2357
 CZ2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2357!SPC AZ C     -   0.99991425  x   0.99990059  =   0.99981485
 CZ2357!UTM  12      -   0.99991425  x   0.99970616  =   0.99962044
 CZ2357
 CZ2357|---------------------------------------------------------------------|
 CZ2357| PID    Reference Object                     Distance      Geod. Az  |
 CZ2357|                                                           dddmmss.s |
 CZ2357| CH4897 BUR RM 1                             11.780 METERS 00816     |
 CZ2357| CH4896 T7S R4E SECS 31 32 PIR                             0842947.9 |
 CZ2357| CZ2288 CHUI CHUISCHU VILLAGE TANK          APPROX.19.8 KM 0945735.7 |
 CZ2357| CH4898 BUR RM 2                              8.815 METERS 20429     |
 CZ2357|---------------------------------------------------------------------|
 CZ2357
 CZ2357                          SUPERSEDED SURVEY CONTROL
 CZ2357
 CZ2357  NAD 83(1986)-  32 46 01.13840(N)    111 59 26.40656(W) AD(       ) 2
 CZ2357  NAD 27      -  32 46 00.94900(N)    111 59 23.92800(W) AD(       ) 2
 CZ2357
 CZ2357.Superseded values are not recommended for survey control.
 CZ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2357.See file dsdata.txt to determine how the superseded data were derived.
 CZ2357
 CZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0721125890(NAD 83)
 CZ2357_MARKER: DS = TRIANGULATION STATION DISK
 CZ2357_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2357
 CZ2357  HISTORY     - Date     Condition        Report By
 CZ2357  HISTORY     - 1936     MONUMENTED       CGS
 CZ2357  HISTORY     - 1960     GOOD             CGS
 CZ2357  HISTORY     - 1968     GOOD             AMS
 CZ2357  HISTORY     - 1973     GOOD             NGS
 CZ2357
 CZ2357                          STATION DESCRIPTION
 CZ2357
 CZ2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2357'ON TOP OF A LOW ROCKY HILL WHICH IS THE SMALLES TAND MOST
 CZ2357'NORTHERLY OF A GROUP OF LOW HILLS ABOUT 8 MILES EAST OF TABLE TOP
 CZ2357'MOUNTAIN.  IT IS NEAR THE NORTH SIDE OF SEC. 6, T. 8 S., R. 4 W.,
 CZ2357'AND ABOUT 125 YARDS SOUTH OF THE PAPAGO INDIAN RESERVATION LINE.
 CZ2357'MARKED BY A STANDARD BRONZE DISK.
 CZ2357'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ2357'IS 11.781 METERS (38.65 FEET) FROM STATION.
 CZ2357'REFERENCE MARK NO. 2 A STANDARD BRONZE
 CZ2357'REFERENCE DISK IS 8.810 METERS (28.90 FEET)
 CZ2357'FROM STATION.  THE AZIMUTH
 CZ2357'MARK, A GENERAL LAND OFFICE IRON PIPE SECTION CORNER
 CZ2357'MARKER, IS ABOUT 0.2 MILE EAST OF A WIRE GATE, AND IS
 CZ2357'SET IN THEWIRE BOUNDARY FENCE.  THE MARK IS STAMPED T.
 CZ2357'7 S., R. 4 E SECTIONS 31-32, P.I.R., AND IS ABOUT 0.5 MILE
 CZ2357'FROM STATION.
 CZ2357
 CZ2357                          STATION RECOVERY (1960)
 CZ2357
 CZ2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ2357'LOCATED ON THE SMALLEST AND MOST NORTHERLY OF A GROUP OF LOW
 CZ2357'HILLS ABOUT 8 MILES EAST OF TABLE TOP MOUNTAIN AND 8 MILES
 CZ2357'SOUTH OF STANFIELD.
 CZ2357'
 CZ2357'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD, GO
 CZ2357'WEST ON ARIZONA STATE HIGHWAY 84 FOR 1.6 MILES TO HIGHWAY
 CZ2357'MILEPOST 164 AND A ROAD LEFT.  TURN LEFT AND FOLLOW THE GRADED
 CZ2357'ROAD SOUTH FOR 2.6 MILES TO A SECTION CORNER MARKER ON THE LEFT
 CZ2357'AND BENCH MARK L-297 ON THE RIGHT.  CONTINUE SOUTH, FOLLOWING
 CZ2357'THE FENCE AND TRACK ROAD FOR 2.0 MILES TO A FENCE CORNER AND
 CZ2357'CORRALS, GO THROUGH THE LEFT OF TWO WIRE GATES AND CONTINUE
 CZ2357'SOUTH ALONG THE EAST SIDE OF THE FENCE FOR 3.0 MILES TO AN
 CZ2357'EAST-WEST FENCE THAT IS THE NORTHERN BOUNDARY OF THE PAPAGO
 CZ2357'INDIAN RESERVATION.  TURN LEFT ALONG THE FENCE AND GO EAST
 CZ2357'FOR 0.4 MILE TO THE BASE OF THE HILL AND THE END OF TRUCK
 CZ2357'TRAVEL.  THE SECTION CORNER MARKER USED AS AN AZIMUTH IS
 CZ2357'REACHED FROM HERE BY FOLLOWING A DIM TRACK ROAD AROUND THE
 CZ2357'NORTHERN PERIMETER OF THE BASE OF THE HILL TO THE BOUNDARY
 CZ2357'FENCE, AND THEN EAST FOR A TOTAL DISTANCE OF 1.0 MILE.
 CZ2357'FROM THE END OF TRUCK TRAVEL, PACK EAST ALONG THE FENCE TO THE
 CZ2357'SADDLE AND THEN SOUTH TO THE HIGHEST PART OF THE HILL AND
 CZ2357'THE STATION, ABOUT A 20 MINUTE PACK.
 CZ2357'
 CZ2357'THE STATION MARK IS A STANDARD DISK STAMPED BUR 1936, SET IN A
 CZ2357'DRILL HOLE IN BEDROCK THAT IS FLUSH.
 CZ2357'
 CZ2357'R.M. 1 IS A STANDARD DISK STAMPED BUR NO 1 1936, SET IN A DRILL
 CZ2357'HOLE IN BEDROCK THAT PROJECTS 3 INCHES.
 CZ2357'
 CZ2357'R.M. 2 IS A STANDARD DISK STAMPED BUR NO 2 1936, SET IN A DRILL
 CZ2357'HOLE IN BEDROCK THAT PROJECTS 1 FOOT.
 CZ2357'
 CZ2357'THE AZIMUTH MARK IS A G.L.O. SECTION CORNER MARKER THAT PROJECTS
 CZ2357'10 INCHES, IT IS IN THE BOUNDARY FENCE AND IS STAMPED T 7 S R 4 E
 CZ2357'S31 S32 P I R. 1915.
 CZ2357
 CZ2357                          STATION RECOVERY (1968)
 CZ2357
 CZ2357'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 CZ2357'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK WERE
 CZ2357'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  DESCRIPTION
 CZ2357'ADEQUATE.  (TO REACH)
 CZ2357'
 CZ2357'AN ERROR OF 90 DEG WAS FOUND IN PUB. DIRECTION TO R.M. NO. 2,
 CZ2357'APPARENTLY TYPOGRAPHICAL IN NATURE.
 CZ2357'
 CZ2357'CHECK DISTANCE TO R.M.S.
 CZ2357'
 CZ2357'PUB. DIST. R.M. NO. 1 38.65 FT. OR 11.780 M.  CHECK DIST. 11.782 M.
 CZ2357'
 CZ2357'PUB DIST. R.M. NO. 2 28.92 FT. OR 8.815 M.  CHECK DIST. 8.808 M.
 CZ2357
 CZ2357                          STATION RECOVERY (1973)
 CZ2357
 CZ2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ2357'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 CZ2357'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE
 CZ2357'STATION FOLLOWS.
 CZ2357'
 CZ2357'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD GO SOUTH
 CZ2357'ALONG STANFIELD ROAD FOR 3.6 MILES TO THE I-8 OVERCROSSING,
 CZ2357'CONTINUE SOUTH FOR 4.2 MILES TO A CATTLE GUARD AND A HIGH LINE.
 CZ2357'TURN RIGHT ON A TRACK ROAD WHICH LEADS WEST ALONG THE NORTH
 CZ2357'SIDE OF THE FENCE FOR 1.1 MILES TO THE AZIMUTH MARK IN THE FENCE
 CZ2357'LINE, CONTINUE WEST FOR ABOUT 1/2 MILE TO THE BASE OF THE FIRST
 CZ2357'HILL AND END OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF HILL
 CZ2357'AND STATION.  (ABOUT A 20 MINUTE PACK)
 CZ2357'
 CZ2357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CZ2357'SOUTH OF STANFIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1153 ***********************************************************************
 CY1153  DESIGNATION -  BUREAU OF STANDARDS SHORT MAST
 CY1153  PID         -  CY1153
 CY1153  STATE/COUNTY-  AZ/COCHISE
 CY1153  USGS QUAD   -  BOWIE MTN NORTH (1979)
 CY1153
 CY1153                         *CURRENT SURVEY CONTROL
 CY1153  ___________________________________________________________________
 CY1153* NAD 83(1992)-  32 10 57.40117(N)    109 26 01.78400(W)     ADJUSTED  
 CY1153* NAVD 88     -              **(meters)            **(feet)            
 CY1153  ___________________________________________________________________
 CY1153  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CY1153  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CY1153  HORZ ORDER  -  THIRD
 CY1153
 CY1153.The horizontal coordinates were established by classical geodetic methods
 CY1153.and adjusted by the National Geodetic Survey in August 1993.
 CY1153
 CY1153
 CY1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1153
 CY1153.The geoid height was determined by GEOID03.
 CY1153
 CY1153;                    North         East     Units Scale Factor Converg.
 CY1153;SPC AZ E     -   131,349.882   282,464.456   MT  0.99995887   +0 23 25.2
 CY1153;SPC AZ E     -   430,937.93    926,720.66   iFT  0.99995887   +0 23 25.2
 CY1153;UTM  12      - 3,561,752.053   647,647.300   MT  0.99986884   +0 50 03.6
 CY1153
 CY1153                          SUPERSEDED SURVEY CONTROL
 CY1153
 CY1153  NAD 83(1986)-  32 10 57.39820(N)    109 26 01.78125(W) AD(       ) 4
 CY1153  NAD 27      -  32 10 57.10700(N)    109 25 59.55800(W) AD(       ) 3
 CY1153
 CY1153.Superseded values are not recommended for survey control.
 CY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1153.See file dsdata.txt to determine how the superseded data were derived.
 CY1153
 CY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4764761752(NAD 83)
 CY1153_MARKER: 42 = RADIO/TV MAST
 CY1153
 CY1153  HISTORY     - Date     Condition        Report By
 CY1153  HISTORY     - 1960     FIRST OBSERVED   CGS
 CY1153
 CY1153                          STATION DESCRIPTION
 CY1153
 CY1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1153'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BOWIE.
 CY1153'
 CY1153'TO REACH THE STATION FROM THE POST OFFICE AT BOWIE, GO SOUTH
 CY1153'0.1 MILE TO THE TRAFFIC SIGNAL, TURN LEFT AND GO EAST ON
 CY1153'THE MAIN ROAD FOR 0.2 MILE TO A ROAD RIGHT AND SIGN CHIRICAHUA
 CY1153'NATIONAL MONUMENT, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO
 CY1153'A FORK, TAKE THE MAIN ROAD SOUTHEAST FOR 10.4 MILES, TURN LEFT
 CY1153'AND GO EAST FOR 300 FEET TO THE TOWERS AND THE STATION.
 CY1153'
 CY1153'CENTER OF BOTH MASTS WERE TAKEN.  THEY ARE TEMPORARY MASTS
 CY1153'OF THE DEPARTMENT OF COMMERCE BUREAU OF STANDARDS EXPERIMENTAL
 CY1153'STATION.  THE HIGH TOWER, WITH FLASHING RED LIGHTS, IS
 CY1153'APPROXIMATELY 200 FEET TALL, THE LOW TOWER, WITH STEADY RED LIGHTS,
 CY1153'IS APPROXIMATELY 100 FEET TALL.  THEY ARE SET ON A
 CY1153'CONCRETE BASE THAT WILL REMAIN AFTER THE MASTS ARE
 CY1153'DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1156 ***********************************************************************
 CY1156  DESIGNATION -  BUREAU OF STANDARDS TALL MAST
 CY1156  PID         -  CY1156
 CY1156  STATE/COUNTY-  AZ/COCHISE
 CY1156  USGS QUAD   -  BOWIE MTN NORTH (1979)
 CY1156
 CY1156                         *CURRENT SURVEY CONTROL
 CY1156  ___________________________________________________________________
 CY1156* NAD 83(1992)-  32 10 56.30932(N)    109 25 58.52987(W)     ADJUSTED  
 CY1156* NAVD 88     -              **(meters)            **(feet)            
 CY1156  ___________________________________________________________________
 CY1156  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CY1156  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CY1156  HORZ ORDER  -  THIRD
 CY1156
 CY1156.The horizontal coordinates were established by classical geodetic methods
 CY1156.and adjusted by the National Geodetic Survey in August 1993.
 CY1156
 CY1156
 CY1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1156
 CY1156.The geoid height was determined by GEOID03.
 CY1156
 CY1156;                    North         East     Units Scale Factor Converg.
 CY1156;SPC AZ E     -   131,316.833   282,549.925   MT  0.99995902   +0 23 26.9
 CY1156;SPC AZ E     -   430,829.50    927,001.07   iFT  0.99995902   +0 23 26.9
 CY1156;UTM  12      - 3,561,719.670   647,733.015   MT  0.99986915   +0 50 05.3
 CY1156
 CY1156                          SUPERSEDED SURVEY CONTROL
 CY1156
 CY1156  NAD 83(1986)-  32 10 56.30638(N)    109 25 58.52712(W) AD(       ) 4
 CY1156  NAD 27      -  32 10 56.01500(N)    109 25 56.30400(W) AD(       ) 3
 CY1156
 CY1156.Superseded values are not recommended for survey control.
 CY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1156.See file dsdata.txt to determine how the superseded data were derived.
 CY1156
 CY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4773361720(NAD 83)
 CY1156_MARKER: 42 = RADIO/TV MAST
 CY1156
 CY1156  HISTORY     - Date     Condition        Report By
 CY1156  HISTORY     - 1960     FIRST OBSERVED   CGS
 CY1156
 CY1156                          STATION DESCRIPTION
 CY1156
 CY1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1156'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BOWIE.
 CY1156'
 CY1156'TO REACH THE STATION FROM THE POST OFFICE AT BOWIE, GO SOUTH
 CY1156'0.1 MILE TO THE TRAFFIC SIGNAL, TURN LEFT AND GO EAST ON THE
 CY1156'MAIN ROAD FOR 0.2 MILE TO A ROAD RIGHT AND SIGN CHIRICAHUA
 CY1156'NATIONAL MONUMENT, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO
 CY1156'A FORK, TAKE THE MAIN ROAD SOUTHEAST FOR 10.4 MILES, TURN
 CY1156'LEFT AND GO EAST FOR 300 FEET TO THE TOWERS AND THE STATION.
 CY1156'
 CY1156'CENTER OF BOTH MASTS WERE TAKEN.  THEY ARE TEMPORARY MASTS
 CY1156'OF THE DEPARTMENT OF COMMERCE BUREAU OF STANDARDS EXPERIMENTAL
 CY1156'STATION.  THE HIGH TOWER WITH THE FLASHING RED LIGHTS, IS
 CY1156'APPROXIMATELY 200 FEET TALL, THE LOWER TOWER, WITH STEADY RED
 CY1156'LIGHTS, IS APPROXIMATELY 100 FEET TALL.  THEY ARE SET ON
 CY1156'A CONCRETE BASE THAT WILL REMAIN AFTER THE MASTS ARE DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2188 ***********************************************************************
 DV2188  DESIGNATION -  BURG
 DV2188  PID         -  DV2188
 DV2188  STATE/COUNTY-  AZ/MARICOPA
 DV2188  USGS QUAD   -  WICKENBURG (1978)
 DV2188
 DV2188                         *CURRENT SURVEY CONTROL
 DV2188  ___________________________________________________________________
 DV2188* NAD 83(1992)-  33 55 52.44508(N)    112 43 31.61317(W)     ADJUSTED  
 DV2188* NAVD 88     -       776.3    (meters)    2547.     (feet)  VERTCON   
 DV2188  ___________________________________________________________________
 DV2188  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DV2188  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV2188  HORZ ORDER  -  FIRST
 DV2188
 DV2188.The horizontal coordinates were established by classical geodetic methods
 DV2188.and adjusted by the National Geodetic Survey in August 1993.
 DV2188
 DV2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2188
 DV2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2188
 DV2188.The geoid height was determined by GEOID03.
 DV2188
 DV2188;                    North         East     Units Scale Factor Converg.
 DV2188;SPC AZ C     -   325,321.645   138,587.280   MT  0.99996890   -0 27 05.3
 DV2188;SPC AZ C     - 1,067,328.23    454,682.68   iFT  0.99996890   -0 27 05.3
 DV2188;UTM  12      - 3,755,872.126   340,521.167   MT  0.99991354   -0 57 48.0
 DV2188
 DV2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2188!SPC AZ C     -   0.99988279  x   0.99996890  =   0.99985170
 DV2188!UTM  12      -   0.99988279  x   0.99991354  =   0.99979634
 DV2188
 DV2188|---------------------------------------------------------------------|
 DV2188| PID    Reference Object                     Distance      Geod. Az  |
 DV2188|                                                           dddmmss.s |
 DV2188| CH4900 BURG RM 1                            12.789 METERS 02537     |
 DV2188| CH4901 BURG RM 2                            10.347 METERS 18616     |
 DV2188| CH4899 BURG AZ MK                                         3085058.0 |
 DV2188| CH4902 BURG RM 3                             4.739 METERS 34606     |
 DV2188|---------------------------------------------------------------------|
 DV2188
 DV2188                          SUPERSEDED SURVEY CONTROL
 DV2188
 DV2188  NAD 83(1986)-  33 55 52.44281(N)    112 43 31.61607(W) AD(       ) 1
 DV2188  NAD 27      -  33 55 52.32700(N)    112 43 28.97100(W) AD(       ) 1
 DV2188  NGVD 29 (07/19/86)  775.6    (m)         2545.     (f) VERT ANG    3  
 DV2188
 DV2188.Superseded values are not recommended for survey control.
 DV2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2188.See file dsdata.txt to determine how the superseded data were derived.
 DV2188
 DV2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4052155872(NAD 83)
 DV2188_MARKER: DS = TRIANGULATION STATION DISK
 DV2188_SETTING: 66 = SET IN ROCK OUTCROP
 DV2188_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2188+STABILITY: POSITION/ELEVATION WELL
 DV2188
 DV2188  HISTORY     - Date     Condition        Report By
 DV2188  HISTORY     - 1924     MONUMENTED       CGS
 DV2188  HISTORY     - 1948     GOOD             CGS
 DV2188  HISTORY     - 1980     GOOD             AZDT
 DV2188  HISTORY     - 1985     GOOD             AZDT
 DV2188
 DV2188                          STATION DESCRIPTION
 DV2188
 DV2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2188'ABOUT 3 MILES SOUTH AND 1 MILE EAST OF WICKENBURG AND 2 MILES
 DV2188'WEST OF ALLAH SIDING ON THE SANTA FE RAILROAD, ON THE HIGHEST
 DV2188'POINT OF A THREE-LOBED RIDGE.  THIS RIDGE IS ONE AMONG MANY
 DV2188'AND NOT PROMINENT.  IT IS VISIBLE FROM THE PHOENIX-WICKENBURG
 DV2188'HIGHWAY AND THE SUMMIT HAS SOMEWHAT THE APPEARANCE OF A
 DV2188'BRACKET.  MARKED BY A STANDARD BRONZE DISK.
 DV2188'THE REFERENCE MARK, A CROSS CUT IN ROCK, IS 12.82
 DV2188'METERS (42.1 FEET) FROM STATION.
 DV2188
 DV2188                          STATION RECOVERY (1948)
 DV2188
 DV2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2188'STATION MARK AND REFERENCE MARK RECOVERED AND FOUND IN GOOD
 DV2188'CONDITION AS PREVIOUSLY DESCRIBED.  TWO MORE REFERENCE MARKS
 DV2188'AND AN AZIMUTH MARK WERE SET.  A NEW DESCRIPTION IS AS FOLLOWS--
 DV2188'
 DV2188'STATION IS LOCATED ABOUT 3 MILES SOUTH AND 1 MILE EAST OF
 DV2188'WICKENBURG, ABOUT 3 MILES WEST OF U.S. HIGHWAYS 60, 70, AND
 DV2188'89, ON THE HIGHEST POINT OF A THREE-LOBE RIDGE THAT IS ONE
 DV2188'OF MANY AND NOT PROMINENT, SET FLUSH WITH GROUND
 DV2188'AND STAMPED, BURG 1924.
 DV2188'
 DV2188'REFERENCE MARK NO. 1 IS A PARTLY OBLITERATED CHISELED CROSS
 DV2188'WITH A DRILL HOLE AT ITS CENTER.  AN ATTEMPT TO SET A DISC AT ITS
 DV2188'CENTER RESULTED IN CHIPPING OFF PART OF THE ROCK.  MARK IS
 DV2188'IN BEDROCK, ON EAST SLOPE OF RIDGE, APPROXIMATELY 1 FOOT LOWER
 DV2188'THAN STATION, PROJECTS 16 INCHES.
 DV2188'
 DV2188'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 DV2188'PROJECTS 6 INCHES, AND STAMPED,
 DV2188'BURG NO 2 1948.
 DV2188'
 DV2188'REFERENCE MARK NO. 3 IS APPROXIMATELY 6 INCHES LOWER THAN
 DV2188'STATION, PROJECTS 4 INCHES, AND
 DV2188'STAMPED, BURG NO 3 1948.
 DV2188'
 DV2188'AZIMUTH MARK IS LOCATED 15 PACES WEST OF TRACK ROAD LEADING
 DV2188'TO STATION, 4 FEET SOUTHEAST OF WHITE WITNESS POST, PROJECTS
 DV2188'1 FOOT, AND STAMPED BURG 1948.
 DV2188'
 DV2188'TO REACH FROM UNDERPASS IN WICKENBURG, GO SOUTHWEST ON U.S.
 DV2188'HIGHWAYS 60 AND 70 FOR 0.3 MILE TO CROSSROAD AT CHEVROLET
 DV2188'GARAGE.  TURN LEFT OFF HIGHWAY AND GO SOUTH ON BLADED ROAD
 DV2188'FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO SOUTHEAST
 DV2188'FOR 0.5 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.6 MILE TO
 DV2188'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO TOP OF
 DV2188'RIDGE.  CONTINUE FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT AS
 DV2188'DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.2 MILE TO WHERE ROAD
 DV2188'ENTERS WASH.  TURN LEFT AND FOLLOW DOWN WASH FOR 0.35 MILE
 DV2188'TO POINT WHERE A SMALLER WASH COMES IN ON RIGHT.  TURN RIGHT
 DV2188'UP SMALL WASH AND FOLLOW IT FOR 0.3 MILE TO END OF TRUCK
 DV2188'TRAVEL.  PACK UP WASH TO END OF WASH IN A SADDLE.  CONTINUE IN A
 DV2188'SOUTHEASTERLY DIRECTION DOWN HILL ACROSS SEVERAL LOW
 DV2188'RIDGES TO A WIDE WASH.  THENCE UP RIDGE TO HIGHEST POINT
 DV2188'AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE PACK.
 DV2188'NOTE--ANOTHER WAY WAS FOUND INTO THIS STATION, BUT NO
 DV2188'DISTANCES WERE MEASURED.  REACHED FROM WICKENBURG BY GOING
 DV2188'EAST ON U.S. HIGHWAYS 60, 70 AND 89 FOR APPROXIMATELY 3.0
 DV2188'MILES TO A CHEVRON SERVICE STATION ON LEFT AND A SIDE
 DV2188'ROAD ON RIGHT.  TURN RIGHT CROSS CATTLE GUARD, THENCE PASS
 DV2188'THROUGH TWO BOARD GATES AND FOLLOW TRACK ROAD FOR ABOUT 0.5
 DV2188'MILE TO DRY BED OF HASSAYAMPA RIVER.  TURN LEFT AND FOLLOW
 DV2188'RIVER BED FOR ABOUT 0.5 MILE.  GO UP A WASH ON RIGHT,
 DV2188'PASSING UNDER RAILROAD TRESTLE FOR ABOUT 2 MILES AND END
 DV2188'OF TRUCK TRAVEL.  PACK AS IN ABOVE DESCRIPTION.  A VEHICLE WITH
 DV2188'FOUR WHEEL DRIVE REQUIRED.  A 15 MINUTE PACK.
 DV2188'
 DV2188'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DV2188
 DV2188                          STATION RECOVERY (1980)
 DV2188
 DV2188'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2188'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO
 DV2188'THE STATION FOLLOWS.
 DV2188'
 DV2188'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 93 AND 60
 DV2188'IN WICKENBURG, TRAVEL WEST ALONG U.S. 60 FOR 2.5 MILES TO VULTURE MINE
 DV2188'ROAD.  TURN LEF AND GO SOUTH FOR 4.45 MILES TO A DIRT ROAD LEFT.  TURN
 DV2188'LEFT FOR 1.2 MILES TO A FORK, TAKE THE LEFT FORK AND TRAVEL 0.95 MILE
 DV2188'TO A FORK, TAKE THE LEFT FORK TOWARDS A WATER TANK FOR 0.4 MILE TO A
 DV2188'FORK, TAKE LEFT FORK 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 DV2188'TRAVEL 1.8 MILES TO A FORK, TAKE THE RIGHT FORK AND TRAVEL 0.6 MILE TO
 DV2188'A FORK, TAKE THE LEFT FORK 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK
 DV2188'AND TRAVEL 0.2 MILE TO A FORK, TAKE RIGHT FORK TURNING SHARPLY AND
 DV2188'TRAVEL 0.35 MILE TO A FORK, TAKE THE RIGHT FORK AND TRAVEL 100 FEET TO
 DV2188'THE NEXT FORK, TAKE THE RIGHT FORK AND TRAVEL 0.1 MILE TO A 3 WAY FORK
 DV2188'TAKE THE MIDDLE ROAD AND TRAVEL 0.05 MILE TO A FORK.  TAKE THE RIGHT
 DV2188'FORK AND TRAVEL 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND TRAVEL
 DV2188'0.05 MILE TO A FORK, TAKE THE RIGHT FORK WHICH IS IN THE WASH 0.45
 DV2188'MILE TO A ROAD WASHOUT, DETOUR AROUND WASHOUT AND CONTINUE 0.4 MILE TO
 DV2188'A SADDLE AND END OF TRUCK TRAVEL.  PACK UP HILL TO THE LEFT TO THE
 DV2188'SECOND SMALL HILL AND THE STATION.
 DV2188
 DV2188                          STATION RECOVERY (1985)
 DV2188
 DV2188'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2188'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DV2188'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW ROUTE TO THE
 DV2188'STATION FOLLOWS.
 DV2188'
 DV2188'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND 89
 DV2188'IN WICKENBURG TRAVEL SOUTH ALONG TEGNER STREET FOR 0.2 MILE TO THE
 DV2188'ENTRANCE TO PRIVATE PROPERTY. CONTINUE AHEAD 0.8 MILE TO A BARN.
 DV2188'CONTINUE AHEAD 0.15 MILE TO A GATE.  PASS THROUGH GATE FOR 0.15 MILE
 DV2188'TO A GATE, CONTINUE AHEAD 0.1 MILE TO RAILROAD TRACKS.  CROSS THE
 DV2188'RAILROAD AND TAKE THE LEFT FORK ALONG RAILROAD FOR 0.55 MILE TO A
 DV2188'GATE.  PASS THROUGH GATE AND CONTINUE 0.25 MILE TO TURTLEBACK WASH.
 DV2188'THERE IS A RAILROAD TRESTLE ON THE LEFT AT THIS POINT.  TURN RIGHT AND
 DV2188'TRAVEL WEST UP THE WASH FOR 0.25 MILE TO A CORRAL.  PASS THROUGH THE
 DV2188'CORRAL AND CONTINUE UP WASH FOR 1.6 MILES TO A FORK.  TAKE THE LEFT
 DV2188'FORK FOR 0.15 MILE TO A DIRT ROAD.  TURN LEFT ON DIRT ROAD LEAVING THE
 DV2188'WASH FOR 0.6 MILE TO A JUNCTION.  TURN SHARP LEFT ON DIRT ROAD FOR 0.2
 DV2188'MILE TO A SADDLE AND END OF TRUCK TRAVEL.  PACK NORTH TO THE HIGHEST
 DV2188'PEAK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0907 ***********************************************************************
 ET0907  DESIGNATION -  BURMISTER
 ET0907  PID         -  ET0907
 ET0907  STATE/COUNTY-  AZ/YAVAPAI
 ET0907  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0907
 ET0907                         *CURRENT SURVEY CONTROL
 ET0907  ___________________________________________________________________
 ET0907* NAD 83(1992)-  34 20 17.11915(N)    112 03 54.01434(W)     ADJUSTED  
 ET0907* NAVD 88     -      1200.     (meters)    3937.     (feet)  SCALED    
 ET0907  ___________________________________________________________________
 ET0907  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 ET0907  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 ET0907  HORZ ORDER  -  SECOND
 ET0907
 ET0907.The horizontal coordinates were established by classical geodetic methods
 ET0907.and adjusted by the National Geodetic Survey in August 1993.
 ET0907
 ET0907.The orthometric height was scaled from a topographic map.
 ET0907
 ET0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0907
 ET0907.The geoid height was determined by GEOID03.
 ET0907
 ET0907;                    North         East     Units Scale Factor Converg.
 ET0907;SPC AZ C     -   370,162.699   199,711.779   MT  0.99990230   -0 05 01.2
 ET0907;SPC AZ C     - 1,214,444.55    655,222.37   iFT  0.99990230   -0 05 01.2
 ET0907;UTM  12      - 3,800,157.206   402,038.477   MT  0.99971829   -0 36 02.8
 ET0907
 ET0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0907!SPC AZ C     -   0.99981590  x   0.99990230  =   0.99971822
 ET0907!UTM  12      -   0.99981590  x   0.99971829  =   0.99953424
 ET0907
 ET0907|---------------------------------------------------------------------|
 ET0907| PID    Reference Object                     Distance      Geod. Az  |
 ET0907|                                                           dddmmss.s |
 ET0907| CH2826 BURMISTER RM 1                       10.398 METERS 24013     |
 ET0907| ET0226 CORDES JUNCTION                     APPROX. 5.1 KM 2643905.4 |
 ET0907| CH2827 BURMISTER RM 2                        8.433 METERS 32725     |
 ET0907|---------------------------------------------------------------------|
 ET0907
 ET0907                          SUPERSEDED SURVEY CONTROL
 ET0907
 ET0907  NAD 83(1986)-  34 20 17.11391(N)    112 03 54.01381(W) AD(       ) 2
 ET0907  NAD 27      -  34 20 17.01260(N)    112 03 51.45120(W) AD(       ) 2
 ET0907
 ET0907.Superseded values are not recommended for survey control.
 ET0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0907.See file dsdata.txt to determine how the superseded data were derived.
 ET0907
 ET0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0203800157(NAD 83)
 ET0907_MARKER: DS = TRIANGULATION STATION DISK
 ET0907_SETTING: 80 = SET IN A BOULDER
 ET0907_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0907+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 ET0907
 ET0907  HISTORY     - Date     Condition        Report By
 ET0907  HISTORY     - 1959     MONUMENTED       CGS
 ET0907  HISTORY     - 1980     GOOD             AZDT
 ET0907  HISTORY     - 20000622 GOOD             AZDT
 ET0907
 ET0907                          STATION DESCRIPTION
 ET0907
 ET0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0907'THE STATION IS ABOUT 19 MILES NORTH OF BLACK CANYON, 3 MILES
 ET0907'NORTHEAST OF CORDES JUNCTION, 1 MILE NORTH OF THE JUNCTION
 ET0907'OF SYCAMORE CREEK WITH THE AGUA FRIA RIVER AND 0.75 MILE
 ET0907'NORTHEAST OF A RANCH HOME, HEADQUARTERS OF THE T H RANCH.  IT
 ET0907'IS ON A ROUND TOPPED MESA COVERED WITH BRUSH AND CACTUS.
 ET0907'
 ET0907'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ET0907'69 AND 79, CORDES JUNCTION, GO EAST ON A BLADED ROAD JUST SOUTH
 ET0907'OF A COCKTAIL BAR AND A SERVICE STATION FOR 0.2 MILE TO A CATTLE
 ET0907'GUARD.  CROSS THE CATTLE GUARD AND TURN SOUTH FOR 0.05 MILE TO
 ET0907'A CATTLE GUARD.  CROSS THE CATTLE GUARD AND KEEP ON THE MAIN
 ET0907'TRAVELED ROAD IN AN EASTERLY DIRECTION FOR 2.1 MILES TO A
 ET0907'Y-FORK.  TAKE THE LEFT FORK AND GO IN A NORTHEASTERLY DIRECTION
 ET0907'ON THE MAIN TRAVELED ROAD FOR 1.7 MILES TO A RANCH HOME ON THE
 ET0907'RIGHT JUST AFTER CROSSING A STREAM.  KEEP LEFT STRAIGHT AHEAD
 ET0907'0.4 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE AHEAD
 ET0907'0.2 MILE TO A GATE.  TURN RIGHT ON A TRACK ROAD AND GO
 ET0907'NORTH ALONG THE EAST SIDE OF A FENCE FOR 0.6 MILE, CROSSING
 ET0907'A STREAM, TO A STOCK FEEDING YARD AND THE END OF TRUCK TRAVEL.
 ET0907'PACK EAST AROUND THE FIRST POINT OF HILLS TO THE HIGHER
 ET0907'HILLS AND THE STATION.  IT IS ABOUT A 45 MINUTE PACK
 ET0907'WITH A LOAD.
 ET0907'
 ET0907'THE STATION IS A STANDARD DISK, STAMPED BURMISTER 1958, CEMENTED
 ET0907'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES AND IS
 ET0907'11.5 FEET NORTH OF A WITNESS POST.
 ET0907'
 ET0907'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURMISTER NO
 ET0907'1 1958, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ET0907'18 INCHES AND IS 38.0 FEET WEST OF THE WITNESS POST.
 ET0907'
 ET0907'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURMISTER NO 2
 ET0907'1958, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ET0907'8 INCHES AND IS 39.7 FEET NORTH OF THE WITNESS POST.
 ET0907'
 ET0907'TRIANGULATION STATION CORDES JUNCTION CAN BE USED FOR AN
 ET0907'AZIMUTH MARK.  (SEE DESCRIPTION).
 ET0907
 ET0907                          STATION RECOVERY (1980)
 ET0907
 ET0907'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0907'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ET0907'CONDITION AND AS DESCRIBED IN 1959.
 ET0907'
 ET0907'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0907'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND
 ET0907'TRAVEL EAST FOR 8.0 MILES TO I 17 CONTINUE AHEAD INTO CORDES JUNCTION,
 ET0907'TURN LEFT BETWEEN THE HUB CAFE AND THE EXON SERVICE STATION FOR 0.1
 ET0907'MILE TO A T ROAD.  TURN RIGHT ON STAGE COACH TRAIL AND TRAVEL SOUTH
 ET0907'EAST FOR 2.05 MILES TO A T ROAD.  TURN RIGHT ON ROLLING RIDGE DRIVE
 ET0907'FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT CROSSING CATTLE GUARD FOR 0.4
 ET0907'MILE TO A FORK, TAKE LEFT FORK AND TRAVEL 1.2 MILES TO A FORK, TAKE
 ET0907'THE RIGHT FORK FOR 0.6 MILE TO A GATE JUST AFTER CROSSING THE AGUA
 ET0907'FRIA RIVER.  PASS THROUGH GATE AND CONTINUE 0.4 MILE TO A FORK, TAKE
 ET0907'RIGHT FORK 100 FEET AND TURN RIGHT CROSSING A CATTLE GUARD, CONTINUE
 ET0907'FOR 0.1 MILE PASSING A RANCH ON YOUR LEFT TO A GATE, PASS THROUGH GATE
 ET0907'FOR 0.12 MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.23 MILE TO END OF
 ET0907'TRUCK TRAVEL AT A MINE SHAFT.  PACK NORTHEAST ACROSS A FLAT AND UP THE
 ET0907'WEST SLOPE OF THE MESA TO THE STATION ON THE WEST EDGE OF THE MESA.
 ET0907
 ET0907                          STATION RECOVERY (2000)
 ET0907
 ET0907'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0729 ***********************************************************************
 DT0729  DESIGNATION -  BURNT
 DT0729  PID         -  DT0729
 DT0729  STATE/COUNTY-  AZ/GREENLEE
 DT0729  USGS QUAD   -  STRAYHORSE (1991)
 DT0729
 DT0729                         *CURRENT SURVEY CONTROL
 DT0729  ___________________________________________________________________
 DT0729* NAD 83(1992)-  33 30 51.18274(N)    109 18 42.90815(W)     ADJUSTED  
 DT0729* NAVD 88     -      2238.6    (meters)    7344.     (feet)  VERTCON   
 DT0729  ___________________________________________________________________
 DT0729  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 DT0729  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 DT0729  HORZ ORDER  -  SECOND
 DT0729
 DT0729.The horizontal coordinates were established by classical geodetic methods
 DT0729.and adjusted by the National Geodetic Survey in August 1993.
 DT0729
 DT0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0729
 DT0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0729
 DT0729.The geoid height was determined by GEOID03.
 DT0729
 DT0729;                    North         East     Units Scale Factor Converg.
 DT0729;SPC AZ E     -   279,104.248   292,765.565   MT  0.99997771   +0 28 19.1
 DT0729;SPC AZ E     -   915,696.35    960,516.95   iFT  0.99997771   +0 28 19.1
 DT0729;UTM  12      - 3,709,570.944   656,781.330   MT  0.99990305   +0 55 56.1
 DT0729
 DT0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0729!SPC AZ E     -   0.99965241  x   0.99997771  =   0.99963013
 DT0729!UTM  12      -   0.99965241  x   0.99990305  =   0.99955549
 DT0729
 DT0729|---------------------------------------------------------------------|
 DT0729| PID    Reference Object                     Distance      Geod. Az  |
 DT0729|                                                           dddmmss.s |
 DT0729| CD1708 BURNT RM 1                            7.799 METERS 04317     |
 DT0729| DT0766 ROSE                                APPROX.10.0 KM 2130835.8 |
 DT0729| CD1709 BURNT RM 2                           11.920 METERS 21836     |
 DT0729|---------------------------------------------------------------------|
 DT0729
 DT0729                          SUPERSEDED SURVEY CONTROL
 DT0729
 DT0729  NAD 83(1986)-  33 30 51.17955(N)    109 18 42.90878(W) AD(       ) 2
 DT0729  NAD 27      -  33 30 50.98199(N)    109 18 40.62372(W) AD(       ) 2
 DT0729  NGVD 29 (07/19/86) 2237.5    (m)         7341.     (f) VERT ANG    3  
 DT0729
 DT0729.Superseded values are not recommended for survey control.
 DT0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0729.See file dsdata.txt to determine how the superseded data were derived.
 DT0729
 DT0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5678109571(NAD 83)
 DT0729_MARKER: DD = SURVEY DISK
 DT0729_SETTING: 66 = SET IN ROCK OUTCROP
 DT0729_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0729+STABILITY: POSITION/ELEVATION WELL
 DT0729
 DT0729  HISTORY     - Date     Condition        Report By
 DT0729  HISTORY     - 1978     MONUMENTED       AZDT
 DT0729
 DT0729                          STATION DESCRIPTION
 DT0729
 DT0729'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0729'THE STATION IS ABOUT 25 MILES WEST SOUTHWEST OF ALPINE ALONG
 DT0729'THE EAST SIDE OF U.S. HWY. 666 ON A SMALL KNOLL.
 DT0729'
 DT0729'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED BURNT 1978
 DT0729'AND IS EPOXIED IN A DRILL HOLE IN A ROCK MARKED WITH A WITNESS
 DT0729'POST AND SIGN 6.5 FEET EAST SOUTHEAST.  THE STATION IS 250 FEET
 DT0729'EAST OF HWY. CENTERLINE AND 0.1 MILE EAST OF A ROAD THAT LEADS TO
 DT0729'A BORROW PIT ON THE RIGHT.
 DT0729'
 DT0729'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BURNT RM 2
 DT0729'1978 AND IS EPOXIED TO A ROCK.
 DT0729'
 DT0729'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BURNT RM 1
 DT0729'1978 AND IS EPOXIED TO A ROCK.
 DT0729'
 DT0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180 AND 666
 DT0729'IN ALPINE, TRAVEL SOUTH ON HWY. 666 FOR 37.7 MILES TO MILE POST
 DT0729'217.30 TO THE STATION ON THE LEFT, EAST, 250 FEET EAST OF
 DT0729'HWY. CENTERLINE ON A SMALL KNOLL.
 DT0729'
 DT0729'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0507 ***********************************************************************
 ER0507  DESIGNATION -  BURNT
 ER0507  PID         -  ER0507
 ER0507  STATE/COUNTY-  AZ/APACHE
 ER0507  USGS QUAD   -  VERNON (1971)
 ER0507
 ER0507                         *CURRENT SURVEY CONTROL
 ER0507  ___________________________________________________________________
 ER0507* NAD 83(1992)-  34 16 27.42126(N)    109 38 43.27834(W)     ADJUSTED  
 ER0507* NAVD 88     -      2154.0    (meters)    7067.     (feet)  VERTCON   
 ER0507  ___________________________________________________________________
 ER0507  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 ER0507  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 ER0507  HORZ ORDER  -  SECOND
 ER0507
 ER0507.The horizontal coordinates were established by classical geodetic methods
 ER0507.and adjusted by the National Geodetic Survey in August 1993.
 ER0507
 ER0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0507
 ER0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0507
 ER0507.The geoid height was determined by GEOID03.
 ER0507
 ER0507;                    North         East     Units Scale Factor Converg.
 ER0507;SPC AZ E     -   363,198.668   261,361.355   MT  0.99992839   +0 17 36.9
 ER0507;SPC AZ E     - 1,191,596.68    857,484.76   iFT  0.99992839   +0 17 36.9
 ER0507;UTM  12      - 3,793,398.947   624,699.293   MT  0.99979168   +0 45 46.7
 ER0507
 ER0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0507!SPC AZ E     -   0.99966558  x   0.99992839  =   0.99959399
 ER0507!UTM  12      -   0.99966558  x   0.99979168  =   0.99945733
 ER0507
 ER0507:                Primary Azimuth Mark                     Grid Az
 ER0507:SPC AZ E     -  CAT                                      095 38 18.4
 ER0507:UTM  12      -  CAT                                      095 10 08.6
 ER0507
 ER0507|---------------------------------------------------------------------|
 ER0507| PID    Reference Object                     Distance      Geod. Az  |
 ER0507|                                                           dddmmss.s |
 ER0507| ER0506 CAT                                 APPROX. 6.1 KM 0955555.3 |
 ER0507| CD1706 BURNT RM 1                           11.395 METERS 18122     |
 ER0507| CD1707 BURNT RM 2                           10.199 METERS 27504     |
 ER0507|---------------------------------------------------------------------|
 ER0507
 ER0507                          SUPERSEDED SURVEY CONTROL
 ER0507
 ER0507  NAD 83(1986)-  34 16 27.41907(N)    109 38 43.28574(W) AD(       ) 2
 ER0507  NAD 27      -  34 16 27.26502(N)    109 38 40.93006(W) AD(       ) 2
 ER0507  NGVD 29 (07/19/86) 2153.1    (m)         7064.     (f) VERT ANG    3  
 ER0507
 ER0507.Superseded values are not recommended for survey control.
 ER0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0507.See file dsdata.txt to determine how the superseded data were derived.
 ER0507
 ER0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2469993399(NAD 83)
 ER0507_MARKER: DD = SURVEY DISK
 ER0507_SETTING: 80 = SET IN A BOULDER
 ER0507_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0507+STABILITY: SURFACE MOTION
 ER0507
 ER0507  HISTORY     - Date     Condition        Report By
 ER0507  HISTORY     - 1978     MONUMENTED       AZDT
 ER0507
 ER0507                          STATION DESCRIPTION
 ER0507
 ER0507'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0507'THE STATION IS LOCATED ABOUT 21.5 MILES WEST OF SPRINGERVILLE ON THE
 ER0507'HIGHEST POINT OF BURNT KNOLL ON THE NORTH SIDE OF U.S. HWY. 60.
 ER0507'
 ER0507'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---BURNT 1978---AND
 ER0507'IS EPOXIED IN A DRILL HOLE IN ROCK AND MARKED WITH A WITNESS POST AND
 ER0507'SIGN 4.4 FEET TO NORTH.
 ER0507'
 ER0507'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---BURNT RM 1---
 ER0507'AND IS EPOXIED TO A ROCK.
 ER0507'
 ER0507'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---BURNT RM 2---
 ER0507'EPOXIED TO A ROCK.
 ER0507'
 ER0507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND 180-666, 5
 ER0507'MILES WEST OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 FOR 11.34 MILES TO
 ER0507'MILE POST 364.34 AND A ROAD ON THE RIGHT THAT HAS A SIGN CONCHO
 ER0507'LAKELAND SUBDIVISION, TURN RIGHT AND GO 0.25 MILE TO A BORROW PIT
 ER0507'AND END OF TRUCK TRAVEL, PACK WEST UP GENTLE SLOPE TO HIGHEST POINT
 ER0507'AND THE STATION.  A 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1153 ***********************************************************************
 ES1153  DESIGNATION -  BURNT
 ES1153  PID         -  ES1153
 ES1153  STATE/COUNTY-  AZ/NAVAJO
 ES1153  USGS QUAD   -  BEAR RIDGE (1977)
 ES1153
 ES1153                         *CURRENT SURVEY CONTROL
 ES1153  ___________________________________________________________________
 ES1153* NAD 83(1992)-  34 11 23.55338(N)    110 25 20.47148(W)     ADJUSTED  
 ES1153* NAVD 88     -      2066.2    (meters)    6779.     (feet)  VERTCON   
 ES1153  ___________________________________________________________________
 ES1153  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 ES1153  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES1153  HORZ ORDER  -  THIRD
 ES1153
 ES1153.The horizontal coordinates were established by classical geodetic methods
 ES1153.and adjusted by the National Geodetic Survey in August 1993.
 ES1153
 ES1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1153
 ES1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1153
 ES1153.The geoid height was determined by GEOID03.
 ES1153
 ES1153;                    North         East     Units Scale Factor Converg.
 ES1153;SPC AZ E     -   353,743.111   189,793.471   MT  0.99990684   -0 08 37.2
 ES1153;SPC AZ E     - 1,160,574.51    622,681.99   iFT  0.99990684   -0 08 37.2
 ES1153;UTM  12      - 3,783,360.146   553,225.782   MT  0.99963492   +0 19 28.6
 ES1153
 ES1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1153!SPC AZ E     -   0.99967954  x   0.99990684  =   0.99958641
 ES1153!UTM  12      -   0.99967954  x   0.99963492  =   0.99931458
 ES1153
 ES1153|---------------------------------------------------------------------|
 ES1153| PID    Reference Object                     Distance      Geod. Az  |
 ES1153|                                                           dddmmss.s |
 ES1153| CS4076 BURNT RM 1                            5.038 METERS 16046     |
 ES1153| CS4077 BURNT RM 2                            5.416 METERS 23108     |
 ES1153| ES1155 CIBBY                               APPROX.10.0 KM 3113653.5 |
 ES1153|---------------------------------------------------------------------|
 ES1153
 ES1153                          SUPERSEDED SURVEY CONTROL
 ES1153
 ES1153  NAD 83(1986)-  34 11 23.54903(N)    110 25 20.47507(W) AD(       ) 3
 ES1153  NGVD 29 (04/27/90) 2065.3    (m)         6776.     (f) VERT ANG    3  
 ES1153
 ES1153.Superseded values are not recommended for survey control.
 ES1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1153.See file dsdata.txt to determine how the superseded data were derived.
 ES1153
 ES1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5322683360(NAD 83)
 ES1153_MARKER: DS = TRIANGULATION STATION DISK
 ES1153_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ES1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1153
 ES1153  HISTORY     - Date     Condition        Report By
 ES1153  HISTORY     - 1960     MONUMENTED       USGS
 ES1153
 ES1153                          STATION DESCRIPTION
 ES1153
 ES1153'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1153'LOCATED ABOUT 24 MI W. OF SHOW LOW, ABOUT 14 MI SW. OF CLAY
 ES1153'SPRINGS.  BELOW MOGOLLON RIM.
 ES1153'
 ES1153'TO REACH FROM JCT. OF U.S. HWY. 60 AND STATE ROUTE 173 IN SHOW
 ES1153'LOW, DRIVE 4.5 MI SW. ON U.S. HWY. 60 TO RIM RD.  TURN RIGHT
 ES1153'FOLLOWING RIM RD. 21.3 MI W. TO SIGN, BEAR RIDGE.  TURN S.,
 ES1153'LEFT, ENTER GATE AND DRIVE 3.1 MI SW. TO T-RD. E.  GO 3.5 MI SW.
 ES1153'TO Y-RD. W.  TURN LEFT 1.1 MI SE. TO SMALL, BURNT KNOLL ABOVE RD.
 ES1153'TO W. AND END OF TRUCK TRAVEL.  WALK ABOUT 100 YARDS TO STATION.
 ES1153'
 ES1153'STATION MARK--STANDARD TABLET STAMPED---BURNT 1960---, SET IN
 ES1153'CONCRETE FILLED HOLE.
 ES1153'
 ES1153'RM 1--STANDARD RM TABLET STAMPED---NO 1 1960---, SET IN CONCRETE
 ES1153'FILLED HOLE.
 ES1153'
 ES1153'RM 2--STANDARD RM TABLET STAMPED---NO 2 1960---, SET IN CONCRETE
 ES1153'FILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1890 ***********************************************************************
 DV1890  DESIGNATION -  BURNT WELL
 DV1890  PID         -  DV1890
 DV1890  STATE/COUNTY-  AZ/MARICOPA
 DV1890  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1890
 DV1890                         *CURRENT SURVEY CONTROL
 DV1890  ___________________________________________________________________
 DV1890* NAD 83(1992)-  33 32 54.15283(N)    113 04 44.65129(W)     ADJUSTED  
 DV1890* NAVD 88     -       890.0    (meters)    2920.     (feet)  VERTCON   
 DV1890  ___________________________________________________________________
 DV1890  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DV1890  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DV1890  HORZ ORDER  -  FIRST
 DV1890
 DV1890.The horizontal coordinates were established by classical geodetic methods
 DV1890.and adjusted by the National Geodetic Survey in June 1998.
 DV1890
 DV1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1890
 DV1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1890
 DV1890.The geoid height was determined by GEOID03.
 DV1890
 DV1890;                    North         East     Units Scale Factor Converg.
 DV1890;SPC AZ C     -   283,170.646   105,414.553   MT  1.00004361   -0 38 32.8
 DV1890;SPC AZ C     -   929,037.55    345,848.27   iFT  1.00004361   -0 38 32.8
 DV1890;UTM  12      - 3,714,018.533   306,975.691   MT  1.00005936   -1 08 57.6
 DV1890
 DV1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1890!SPC AZ C     -   0.99986513  x   1.00004361  =   0.99990874
 DV1890!UTM  12      -   0.99986513  x   1.00005936  =   0.99992449
 DV1890
 DV1890:                Primary Azimuth Mark                     Grid Az
 DV1890:SPC AZ C     -  T2N R8W SECS 17 18 1/4 COR               218 53 59.6
 DV1890:UTM  12      -  T2N R8W SECS 17 18 1/4 COR               219 24 24.4
 DV1890
 DV1890|---------------------------------------------------------------------|
 DV1890| PID    Reference Object                     Distance      Geod. Az  |
 DV1890|                                                           dddmmss.s |
 DV1890| CH2340 T2N R8W SECS 17 18 1/4 COR                         2181526.8 |
 DV1890| CH2829 BURNT WELL RM 2                      10.051 METERS 26239     |
 DV1890| CH2828 BURNT WELL RM 1                      15.671 METERS 34303     |
 DV1890|---------------------------------------------------------------------|
 DV1890
 DV1890                          SUPERSEDED SURVEY CONTROL
 DV1890
 DV1890  NAD 83(1992)-  33 32 54.15283(N)    113 04 44.65129(W) AD(       ) 1
 DV1890  NAD 83(1986)-  33 32 54.14455(N)    113 04 44.65819(W) AD(       ) 1
 DV1890  NAD 27      -  33 32 54.00800(N)    113 04 41.98900(W) AD(       ) 1
 DV1890  NGVD 29 (07/19/86)  889.4    (m)         2918.     (f) VERT ANG    3  
 DV1890
 DV1890.Superseded values are not recommended for survey control.
 DV1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1890.See file dsdata.txt to determine how the superseded data were derived.
 DV1890
 DV1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0697614019(NAD 83)
 DV1890_MARKER: DS = TRIANGULATION STATION DISK
 DV1890_SETTING: 80 = SET IN A BOULDER
 DV1890_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1890
 DV1890  HISTORY     - Date     Condition        Report By
 DV1890  HISTORY     - 1948     MONUMENTED       CGS
 DV1890  HISTORY     - 1950     GOOD             CGS
 DV1890
 DV1890                          STATION DESCRIPTION
 DV1890
 DV1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1890'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BUTTE ABOUT
 DV1890'10.0 MILES AIRLINE WEST NORTHWEST OF TONOPAH, 4 MILES AIRLINE
 DV1890'EAST OF BURNT WELL, 3-1/2 MILES AIRLINE NORTHEAST OF PLEASANTON,
 DV1890'PROJECTS 3 INCHES, AND STAMPED, BURNT WELL 1947.
 DV1890'
 DV1890'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 DV1890'PROJECTS 6 INCHES, AND STAMPED, BURNT WELL NO 1 1947.
 DV1890'
 DV1890'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1890'STATION MARK, PROJECTS 6 INCHES, AND STAMPED, BURNT WELL NO 2
 DV1890'1947.
 DV1890'
 DV1890'AZIMUTH MARK IS A GENERAL LAND OFFICE SURVEY DISK FASTENED
 DV1890'TO TOP OF A 1 INCH IRON PIPE PROJECTING 1 FOOT, 45 PACES
 DV1890'NORTH NORTHEAST OF AIRWAY BN. 30, 15 PACES NORTHEAST OF CENTER
 DV1890'LINE OF ROAD, AND STAMPED, 1/4 S18 S17 1914.
 DV1890'
 DV1890'TO REACH FROM SALOME, AT EAST END OF TOWN, AT SHELL SERVICE
 DV1890'STATION AND THE ROAD FROM SALOME TO HASSAYAMPA, GO SOUTH ON
 DV1890'ROAD FROM SALOME TO HASSAYAMPA FOR 34.75 MILES TO AIRWAY
 DV1890'BN. 30 ON RIGHT AND AZIMUTH MARK ON LEFT.  CONTINUE ON MAIN
 DV1890'ROAD FOR 0.15 MILE TO DIM ROAD LEFT.  TURN LEFT AND FOLLOW
 DV1890'TRACK ROAD FOR 0.8 MILE TO A ROCK BUILDING ON RIGHT.  PASS
 DV1890'TO WEST OF BUILDING AND CONTINUE ON TRACK ROAD FOR 0.4 MILE
 DV1890'TO FOOT OF SLOPE OF LOW RIDGE.  TURN RIGHT AND FOLLOW NEAR
 DV1890'FOOT OF RIDGE FOR 2.0 MILES TO END OF TRUCK TRAVEL.  PACK
 DV1890'UP DRAW TO FOOT OF STEEP SLOPE.  THENCE UP TO TOP OF RIDGE
 DV1890'OVER BIG BOULDERS.  TURN LEFT AT TOP OF RIDGE, AND PACK
 DV1890'ALONG RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED
 DV1890'ABOVE.  A ONE AND ONE HALF HOUR PACK.
 DV1890'
 DV1890'NOTE--LAST MILE DRIVEN IN TRUCK IS VERY ROUGH AND ROCKY,
 DV1890'REQUIRES A VEHICLE WITH FOUR WHEEL DRIVE.
 DV1890
 DV1890                          STATION RECOVERY (1950)
 DV1890
 DV1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1890'THE DESCRIPTION OF THE STATION, AND THE TRAVEL DESCRIBED TO
 DV1890'REACH THE STATION IS ADEQUATE.  ALL MARKS WERE RECOVERED, FOUND
 DV1890'IN GOOD CONDITION.
 DV1890'
 DV1890'THE MEASURED DISTANCES FROM THE STATION MARK TO THE REFERENCES
 DV1890'MARKS WERE EVIDENTLY TRANSPOSED IN THE 1948 DESCRIPTION.  THE
 DV1890'DISTANCE FROM THE STATION TO REFERENCE MARK NO. 1 IS 10.051
 DV1890'METERS, AND TO REFERENCE MARK NO. 2 IS 15.671 METERS.  THESE
 DV1890'VALUES ARE SLIGHTLY AT VARIANCE WITH THE 1948 VALUE, BUT
 DV1890'WERE VARIFIED AND ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0656 ***********************************************************************
 DA0656  DESIGNATION -  BURR
 DA0656  PID         -  DA0656
 DA0656  STATE/COUNTY-  AZ/MARICOPA
 DA0656  USGS QUAD   -  BOSQUE (1973)
 DA0656
 DA0656                         *CURRENT SURVEY CONTROL
 DA0656  ___________________________________________________________________
 DA0656* NAD 83(1992)-  32 54 19.32374(N)    112 34 49.28501(W)     ADJUSTED  
 DA0656* NAVD 88     -       341.73   (+/-2cm)    1121.2    (feet)  VERTCON   
 DA0656  ___________________________________________________________________
 DA0656  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 DA0656  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DA0656  HORZ ORDER  -  SECOND
 DA0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0656
 DA0656.The horizontal coordinates were established by classical geodetic methods
 DA0656.and adjusted by the National Geodetic Survey in August 1993.
 DA0656
 DA0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0656.The vertical order pertains to the NGVD 29 superseded value.
 DA0656
 DA0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0656
 DA0656.The geoid height was determined by GEOID03.
 DA0656
 DA0656;                    North         East     Units Scale Factor Converg.
 DA0656;SPC AZ C     -   211,452.877   151,275.517   MT  0.99994751   -0 21 38.0
 DA0656;SPC AZ C     -   693,743.03    496,310.75   iFT  0.99994751   -0 21 38.0
 DA0656;UTM  12      - 3,641,903.551   352,204.500   MT  0.99986934   -0 51 31.3
 DA0656
 DA0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0656!SPC AZ C     -   0.99995123  x   0.99994751  =   0.99989874
 DA0656!UTM  12      -   0.99995123  x   0.99986934  =   0.99982058
 DA0656
 DA0656:                Primary Azimuth Mark                     Grid Az
 DA0656:SPC AZ C     -  I8 STA 458+00 1157.99                    087 51 03.9
 DA0656:UTM  12      -  I8 STA 458+00 1157.99                    088 20 57.2
 DA0656
 DA0656|---------------------------------------------------------------------|
 DA0656| PID    Reference Object                     Distance      Geod. Az  |
 DA0656|                                                           dddmmss.s |
 DA0656| CH4258 I8 STA 458+00 1157.99                              0872925.9 |
 DA0656| DA0655 BURR RM 1                            19.904 METERS 09736     |
 DA0656| DA0657 X 83                                 41.855 METERS 28101     |
 DA0656|---------------------------------------------------------------------|
 DA0656
 DA0656                          SUPERSEDED SURVEY CONTROL
 DA0656
 DA0656  NAD 83(1986)-  32 54 19.31520(N)    112 34 49.28890(W) AD(       ) 2
 DA0656  NAD 27      -  32 54 19.16210(N)    112 34 46.71520(W) AD(       ) 2
 DA0656  NGVD 29 (??/??/92)  341.096  (m)         1119.08   (f) ADJ UNCH    2 0
 DA0656
 DA0656.Superseded values are not recommended for survey control.
 DA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0656.See file dsdata.txt to determine how the superseded data were derived.
 DA0656
 DA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5220541904(NAD 83)
 DA0656_MARKER: DS = TRIANGULATION STATION DISK
 DA0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0656_STAMPING: BURR 1960
 DA0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0656+STABILITY: SURFACE MOTION
 DA0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0656+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0656
 DA0656  HISTORY     - Date     Condition        Report By
 DA0656  HISTORY     - 1960     MONUMENTED       CGS
 DA0656  HISTORY     - 1960     GOOD             CGS
 DA0656  HISTORY     - 1967     GOOD             AMS
 DA0656  HISTORY     - 20071130 GOOD             GEOCAC
 DA0656
 DA0656                          STATION DESCRIPTION
 DA0656
 DA0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0656'THE STATION IS 7.6 MILES EASTERLY ALONG INTERSTATE ROUTE 8
 DA0656'FROM GILA BEND, 90.5 FEET SOUTH OF THE CENTER LINE OF THE
 DA0656'EAST BOUND LANES, 5.5 FEET NORTH OF THE RIGHT OF WAY FENCE
 DA0656'LINE AND 3.2 FEET SOUTH OF A METAL WITNESS POST WITH
 DA0656'SIGN ATTACHED.
 DA0656'
 DA0656'THE STATION, WITH UNDERGROUND MARK, STAMPED BURR 1960 IS
 DA0656'A STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0656'6 INCHES.
 DA0656'
 DA0656'REFERENCE MARK 1, STAMPED BURR NO 1 1960, IS A STANDARD
 DA0656'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES
 DA0656'AND IS 3 FEET NORTH OF THE RIGHT OF WAY FENCE LINE.
 DA0656'
 DA0656'REFERENCE MARK 2, STAMPED X 83 1935, IS A STANDARD BENCH
 DA0656'MARK DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 DA0656'SURFACE.  IT IS 77.5 FEET SOUTH OF THE CENTER LINE OF THE EAST
 DA0656'BOUND LANES, 18.8 FEET NORTH OF THE RIGHT OF WAY FENCE LINE
 DA0656'AND 3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 DA0656'ATTACHED.
 DA0656'
 DA0656'THE AZIMUTH MARK, STAMPED 1157.99 458 + 00 1959, IS A STANDARD
 DA0656'DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN THE TOP AND
 DA0656'CENTER OF THE SOUTH HEADWALL OF A BOX CULVERT, 33 FEET SOUTH
 DA0656'OF THE CENTER LINE OF THE EAST BOUND LANES AND IS 0.1 MILE
 DA0656'EAST OF HIGHWAY MILEPOST 129 AND 0.5 MILE EAST OF THE STATION.
 DA0656
 DA0656                          STATION RECOVERY (1960)
 DA0656
 DA0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0656'7.85 MI SE FROM GILA BEND.
 DA0656'7.85 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0656'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 137.32 FEET EAST OF B.M. X 83,
 DA0656'90.5 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE,
 DA0656'65.30 FEET WEST OF R.M. 1, 5.5 FEET NORTH OF A FENCE, 3.2 FEET SOUTH
 DA0656'OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 DA0656'PROJECTING 6 INCHES.
 DA0656
 DA0656                          STATION RECOVERY (1967)
 DA0656
 DA0656'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DA0656'STATION RECOVERED AS DESCRIBED AND DESCRIPTION IS ADEQUATE.
 DA0656'
 DA0656'REFERENCE MARKS 1 AND 2 BOTH RECOVERED IN GOOD CONDITION
 DA0656'
 DA0656'LISTED DISTANCE R.M. 1 = 19.904 METERS
 DA0656'
 DA0656'R.M. 2 (BM X 83) = 41.855 METERS
 DA0656'
 DA0656'CHECK DISTANCE R.M. 1 = 19.919 METERS
 DA0656'
 DA0656'R.M. 2 = 41.900 METERS
 DA0656
 DA0656                          STATION RECOVERY (2007)
 DA0656
 DA0656'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0656'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DA0656'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1032 ***********************************************************************
 DU1032  DESIGNATION -  BURR
 DU1032  PID         -  DU1032
 DU1032  STATE/COUNTY-  AZ/PINAL
 DU1032  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1032
 DU1032                         *CURRENT SURVEY CONTROL
 DU1032  ___________________________________________________________________
 DU1032* NAD 83(1992)-  33 03 59.66345(N)    111 48 23.64883(W)     ADJUSTED  
 DU1032* NAVD 88     -       414.40   (+/-2cm)    1359.6    (feet)  VERTCON   
 DU1032  ___________________________________________________________________
 DU1032  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 DU1032  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1032  HORZ ORDER  -  SECOND
 DU1032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1032
 DU1032.The horizontal coordinates were established by classical geodetic methods
 DU1032.and adjusted by the National Geodetic Survey in August 1993.
 DU1032
 DU1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1032.The vertical order pertains to the NGVD 29 superseded value.
 DU1032
 DU1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1032
 DU1032.The geoid height was determined by GEOID03.
 DU1032
 DU1032;                    North         East     Units Scale Factor Converg.
 DU1032;SPC AZ C     -   229,139.495   223,640.210   MT  0.99990130   +0 03 36.3
 DU1032;SPC AZ C     -   751,770.00    733,727.72   iFT  0.99990130   +0 03 36.3
 DU1032;UTM  12      - 3,658,956.449   424,709.295   MT  0.99966989   -0 26 24.3
 DU1032
 DU1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1032!SPC AZ C     -   0.99993965  x   0.99990130  =   0.99984096
 DU1032!UTM  12      -   0.99993965  x   0.99966989  =   0.99960956
 DU1032
 DU1032|---------------------------------------------------------------------|
 DU1032| PID    Reference Object                     Distance      Geod. Az  |
 DU1032|                                                           dddmmss.s |
 DU1032| DU1033 BURR RM 2                            13.890 METERS 26539     |
 DU1032| DU1030 BURR AZ MK                                         3342042.0 |
 DU1032| DU1031 BURR RM 1                            12.547 METERS 35925     |
 DU1032|---------------------------------------------------------------------|
 DU1032
 DU1032                          SUPERSEDED SURVEY CONTROL
 DU1032
 DU1032  NAD 83(1986)-  33 03 59.65651(N)    111 48 23.65169(W) AD(       ) 2
 DU1032  NAD 27      -  33 03 59.45550(N)    111 48 21.16510(W) AD(       ) 2
 DU1032  NGVD 29 (??/??/92)  413.911  (m)         1357.97   (f) ADJ UNCH    2 0
 DU1032
 DU1032.Superseded values are not recommended for survey control.
 DU1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1032.See file dsdata.txt to determine how the superseded data were derived.
 DU1032
 DU1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2470958956(NAD 83)
 DU1032_MARKER: DE = TRAVERSE STATION DISK
 DU1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1032_STAMPING: BURR 1962
 DU1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1032+STABILITY: SURFACE MOTION
 DU1032
 DU1032  HISTORY     - Date     Condition        Report By
 DU1032  HISTORY     - 1962     MONUMENTED       CGS
 DU1032  HISTORY     - 1962     GOOD             CGS
 DU1032  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1032
 DU1032                          STATION DESCRIPTION
 DU1032
 DU1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU1032'STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF CASE GRANDE,
 DU1032'ABOUT 2 MILES EAST OF STATE ROUTE 93 AND JUST NORTH OF TWO
 DU1032'IRRIGATION CANALS.
 DU1032'
 DU1032'TO REACH FROM E. BOSTON STREET AND ARIZONA AVENUE AT THE SQUARE
 DU1032'IN CHANDLER, GO SOUTH ON ARIZONA AVENUE (STATE ROUTE 87 AND 93)
 DU1032'FOR 6.8 MILE TO JUNCTION OF STATE ROUTE 87 AND 93, CONTINUE
 DU1032'STRAIGHT AHEAD ON STATE ROUTE 93 AND GO SOUTH FOR 6.0 MILES TO
 DU1032'CROSSROAD AND SIGN (INDIAN HOSPITAL), CONTINUE SOUTH ON STATE
 DU1032'ROUTE 93 FOR 3.0 MILES TO CROSSROAD, TURN LEFT AND GO EAST ON
 DU1032'DIRT ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON LEFT, CONTINUE
 DU1032'EAST ON DIRT ROAD 0.2 MILE TO CROSSROAD, TURN RIGHT AND GO
 DU1032'SOUTH 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
 DU1032'
 DU1032'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BURR 1962, IS SET
 DU1032'IN TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE SURFACE
 DU1032'OF THE GROUND.  THE MARK IS 89 FEET NORTH OF THE NORTH ONE OF TWO
 DU1032'IRRIGATION CANALS, 28 FEET WEST OF CENTER OF ROAD, 11 FEET NORTH
 DU1032'OF FENCE CORNER, 3 FEET SOUTH OF THE WITNESS POST AND 2 FEET EAST
 DU1032'OF FENCE.
 DU1032'
 DU1032'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BURR NO 1
 DU1032'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU1032'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS 38 FEET NORTH OF
 DU1032'THE WITNESS POST, 29 FEET WEST OF CENTER OF ROAD AND 2 FEET
 DU1032'EAST OF FENCE.
 DU1032'
 DU1032'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BURR NO 2
 DU1032'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU1032'ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS 45.6 FEET
 DU1032'WEST-SOUTHWEST OF THE WITNESS POST, 44.5 FEET WEST OF THE FENCE
 DU1032'CORNER AND 2.5 FEET NORTH OF FENCE.
 DU1032'
 DU1032'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BURR 1962, IS SET IN
 DU1032'THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE SURFACE
 DU1032'OF THE GROUND.  THE MARK IS 29 FEET NORTH OF THE CENTER OF ROAD,
 DU1032'3.5 FEET WEST-NORTHWEST OF A POWER POLE, 2.5 FEET SOUTH OF THE
 DU1032'FENCE AND 2.1 FEET WEST OF THE WITNESS POST.
 DU1032'
 DU1032'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU1032
 DU1032                          STATION RECOVERY (1962)
 DU1032
 DU1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU1032'11.25 MI SW FROM SACATON.
 DU1032'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1032'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1032'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH
 DU1032'ALONG A DIRT ROAD, 29 FEET WEST OF THE CENTER OF THE ROAD, 80 FEET
 DU1032'NORTH OF AN IRRIGATION CANAL, 2.0 FEET EAST OF A FENCE, 3.1 FEET SOUTH
 DU1032'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF
 DU1032'A CONCRETE POST PROJECTING 2 INCHES.
 DU1032
 DU1032                          STATION RECOVERY (2006)
 DU1032
 DU1032'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1032'THE AREA DESCRIBED IS NOW A COTTON FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1030 ***********************************************************************
 DU1030  DESIGNATION -  BURR AZ MK
 DU1030  PID         -  DU1030
 DU1030  STATE/COUNTY-  AZ/PINAL
 DU1030  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1030
 DU1030                         *CURRENT SURVEY CONTROL
 DU1030  ___________________________________________________________________
 DU1030* NAD 83(1986)-  33 04 26.     (N)    111 48 28.     (W)     SCALED    
 DU1030* NAVD 88     -       405.59   (+/-2cm)    1330.7    (feet)  VERTCON   
 DU1030  ___________________________________________________________________
 DU1030  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1030
 DU1030.The horizontal coordinates were scaled from a topographic map and have
 DU1030.an estimated accuracy of +/- 6 seconds.
 DU1030
 DU1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1030.The vertical order pertains to the NGVD 29 superseded value.
 DU1030
 DU1030.The geoid height was determined by GEOID03.
 DU1030
 DU1030;                    North         East    Units  Estimated Accuracy
 DU1030;SPC AZ C     -   229,950.      223,530.      MT  (+/- 180 meters Scaled)
 DU1030
 DU1030                          SUPERSEDED SURVEY CONTROL
 DU1030
 DU1030  NGVD 29 (??/??/92)  405.105  (m)         1329.08   (f) ADJ UNCH    2 0
 DU1030
 DU1030.Superseded values are not recommended for survey control.
 DU1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1030.See file dsdata.txt to determine how the superseded data were derived.
 DU1030
 DU1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB246597(NAD 83)
 DU1030_MARKER: DZ = AZIMUTH MARK DISK
 DU1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1030_STAMPING: BURR 1962
 DU1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1030+STABILITY: SURFACE MOTION
 DU1030
 DU1030  HISTORY     - Date     Condition        Report By
 DU1030  HISTORY     - 1962     MONUMENTED       CGS
 DU1030  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1030
 DU1030                          STATION DESCRIPTION
 DU1030
 DU1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1030'10.55 MI SW FROM SACATON.
 DU1030'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1030'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1030'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, 28 FEET NORTH OF THE
 DU1030'CENTER OF THE ROAD, 4 FEET SOUTH OF A FENCE, 3.5 FEET WEST OF A
 DU1030'TELEPHONE POLE, 2.1 FEET WEST OF A METAL WITNESS POST, AND SET IN TOP
 DU1030'OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU1030
 DU1030                          STATION RECOVERY (2006)
 DU1030
 DU1030'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1030'NO WITNESS POST HERE. THERE IS A GOOD CHANCE THE MARK STILL EXISTS,
 DU1030'BUT IT WILL TAKE A LOT OF DIGGING. A SMALL HOLE WAS MADE WHERE I
 DU1030'THOUGHT IT MIGHT BE, TO NO AVAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0655 ***********************************************************************
 DA0655  DESIGNATION -  BURR RM 1
 DA0655  PID         -  DA0655
 DA0655  STATE/COUNTY-  AZ/MARICOPA
 DA0655  USGS QUAD   -  BOSQUE (1973)
 DA0655
 DA0655                         *CURRENT SURVEY CONTROL
 DA0655  ___________________________________________________________________
 DA0655* NAD 83(1986)-  32 54 19.     (N)    112 34 49.     (W)     SCALED    
 DA0655* NAVD 88     -       342.15   (+/-2cm)    1122.5    (feet)  VERTCON   
 DA0655  ___________________________________________________________________
 DA0655  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DA0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0655
 DA0655.The horizontal coordinates were scaled from a topographic map and have
 DA0655.an estimated accuracy of +/- 6 seconds.
 DA0655
 DA0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0655.The vertical order pertains to the NGVD 29 superseded value.
 DA0655
 DA0655.The geoid height was determined by GEOID03.
 DA0655
 DA0655;                    North         East    Units  Estimated Accuracy
 DA0655;SPC AZ C     -   211,440.      151,280.      MT  (+/- 180 meters Scaled)
 DA0655
 DA0655                          SUPERSEDED SURVEY CONTROL
 DA0655
 DA0655  NGVD 29 (??/??/92)  341.519  (m)         1120.47   (f) ADJ UNCH    2 0
 DA0655
 DA0655.Superseded values are not recommended for survey control.
 DA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0655.See file dsdata.txt to determine how the superseded data were derived.
 DA0655
 DA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB522418(NAD 83)
 DA0655_MARKER: DR = REFERENCE MARK DISK
 DA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0655_STAMPING: BURR NO 1 1960
 DA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0655+STABILITY: SURFACE MOTION
 DA0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0655+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0655
 DA0655  HISTORY     - Date     Condition        Report By
 DA0655  HISTORY     - 1960     MONUMENTED       CGS
 DA0655  HISTORY     - 20071130 GOOD             GEOCAC
 DA0655
 DA0655                          STATION DESCRIPTION
 DA0655
 DA0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0655'7.85 MI SE FROM GILA BEND.
 DA0655'7.85 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0655'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 65.30 FEET EAST OF THE STATION
 DA0655'MARK, 3 FEET NORTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 DA0655'PROJECTING 6 INCHES.
 DA0655
 DA0655                          STATION RECOVERY (2007)
 DA0655
 DA0655'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0655'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0655'32 54 19.3 (N)   112 34 48.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1031 ***********************************************************************
 DU1031  DESIGNATION -  BURR RM 1
 DU1031  PID         -  DU1031
 DU1031  STATE/COUNTY-  AZ/PINAL
 DU1031  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1031
 DU1031                         *CURRENT SURVEY CONTROL
 DU1031  ___________________________________________________________________
 DU1031* NAD 83(1986)-  33 03 59.     (N)    111 48 23.     (W)     SCALED    
 DU1031* NAVD 88     -       414.33   (+/-2cm)    1359.3    (feet)  VERTCON   
 DU1031  ___________________________________________________________________
 DU1031  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1031
 DU1031.The horizontal coordinates were scaled from a topographic map and have
 DU1031.an estimated accuracy of +/- 6 seconds.
 DU1031
 DU1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1031.The vertical order pertains to the NGVD 29 superseded value.
 DU1031
 DU1031.The geoid height was determined by GEOID03.
 DU1031
 DU1031;                    North         East    Units  Estimated Accuracy
 DU1031;SPC AZ C     -   229,120.      223,660.      MT  (+/- 180 meters Scaled)
 DU1031
 DU1031                          SUPERSEDED SURVEY CONTROL
 DU1031
 DU1031  NGVD 29 (??/??/92)  413.837  (m)         1357.73   (f) ADJ UNCH    2 0
 DU1031
 DU1031.Superseded values are not recommended for survey control.
 DU1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1031.See file dsdata.txt to determine how the superseded data were derived.
 DU1031
 DU1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB247589(NAD 83)
 DU1031_MARKER: DR = REFERENCE MARK DISK
 DU1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1031_STAMPING: BURR NO 1 1962
 DU1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1031+STABILITY: SURFACE MOTION
 DU1031
 DU1031  HISTORY     - Date     Condition        Report By
 DU1031  HISTORY     - 1962     MONUMENTED       CGS
 DU1031  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1031
 DU1031                          STATION DESCRIPTION
 DU1031
 DU1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1031'11.25 MI SW FROM SACATON.
 DU1031'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1031'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1031'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH
 DU1031'ALONG A DIRT ROAD, 29 FEET WEST OF THE CENTER OF THE ROAD, 2.0 FEET
 DU1031'EAST OF A FENCE, 41.1 FEET NORTH OF TRAVERSE STATION BURR, 38 FEET
 DU1031'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DU1031'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU1031
 DU1031                          STATION RECOVERY (2006)
 DU1031
 DU1031'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1031'THE AREA DESCRIBED IS NOW A COTTON FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1033 ***********************************************************************
 DU1033  DESIGNATION -  BURR RM 2
 DU1033  PID         -  DU1033
 DU1033  STATE/COUNTY-  AZ/PINAL
 DU1033  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1033
 DU1033                         *CURRENT SURVEY CONTROL
 DU1033  ___________________________________________________________________
 DU1033* NAD 83(1986)-  33 03 59.     (N)    111 48 23.     (W)     SCALED    
 DU1033* NAVD 88     -       414.30   (+/-2cm)    1359.2    (feet)  VERTCON   
 DU1033  ___________________________________________________________________
 DU1033  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1033
 DU1033.The horizontal coordinates were scaled from a topographic map and have
 DU1033.an estimated accuracy of +/- 6 seconds.
 DU1033
 DU1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1033.The vertical order pertains to the NGVD 29 superseded value.
 DU1033
 DU1033.The geoid height was determined by GEOID03.
 DU1033
 DU1033;                    North         East    Units  Estimated Accuracy
 DU1033;SPC AZ C     -   229,120.      223,660.      MT  (+/- 180 meters Scaled)
 DU1033
 DU1033                          SUPERSEDED SURVEY CONTROL
 DU1033
 DU1033  NGVD 29 (??/??/92)  413.810  (m)         1357.64   (f) ADJ UNCH    2 0
 DU1033
 DU1033.Superseded values are not recommended for survey control.
 DU1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1033.See file dsdata.txt to determine how the superseded data were derived.
 DU1033
 DU1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB247589(NAD 83)
 DU1033_MARKER: DR = REFERENCE MARK DISK
 DU1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1033_STAMPING: BURR NO 2 1962
 DU1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1033+STABILITY: SURFACE MOTION
 DU1033
 DU1033  HISTORY     - Date     Condition        Report By
 DU1033  HISTORY     - 1962     MONUMENTED       CGS
 DU1033  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU1033
 DU1033                          STATION DESCRIPTION
 DU1033
 DU1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1033'11.25 MI SW FROM SACATON.
 DU1033'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1033'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1033'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH
 DU1033'ALONG A DIRT ROAD, 74 FEET WEST OF THE CENTER OF THE ROAD, 2 FEET
 DU1033'NORTH OF A FENCE, 78 FEET NORTH OF AN IRRIGATION CANAL, 45.6 FEET WEST
 DU1033'OF TRAVERSE STATION BURR, 45.6 FEET WEST OF A METAL WITNESS POST, AND
 DU1033'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU1033
 DU1033                          STATION RECOVERY (2006)
 DU1033
 DU1033'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1033'THE AREA DESCRIBED IS NOW A COTTON FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1609 ***********************************************************************
 CZ1609  DESIGNATION -  BURRO
 CZ1609  PID         -  CZ1609
 CZ1609  STATE/COUNTY-  AZ/PINAL
 CZ1609  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1609
 CZ1609                         *CURRENT SURVEY CONTROL
 CZ1609  ___________________________________________________________________
 CZ1609* NAD 83(1992)-  32 43 24.74198(N)    111 30 55.04791(W)     ADJUSTED  
 CZ1609* NAVD 88     -       486.41   (+/-2cm)    1595.8    (feet)  VERTCON   
 CZ1609  ___________________________________________________________________
 CZ1609  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ1609  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1609  HORZ ORDER  -  FIRST
 CZ1609  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1609
 CZ1609.The horizontal coordinates were established by classical geodetic methods
 CZ1609.and adjusted by the National Geodetic Survey in August 1993.
 CZ1609
 CZ1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1609.The vertical order pertains to the NGVD 29 superseded value.
 CZ1609
 CZ1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1609
 CZ1609.The geoid height was determined by GEOID03.
 CZ1609
 CZ1609;                    North         East     Units Scale Factor Converg.
 CZ1609;SPC AZ C     -   191,165.818   250,982.749   MT  0.99991745   +0 13 01.1
 CZ1609;SPC AZ C     -   627,184.44    823,434.22   iFT  0.99991745   +0 13 01.1
 CZ1609;UTM  12      - 3,620,756.559   451,713.820   MT  0.99962875   -0 16 42.8
 CZ1609
 CZ1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1609!SPC AZ C     -   0.99992835  x   0.99991745  =   0.99984580
 CZ1609!UTM  12      -   0.99992835  x   0.99962875  =   0.99955712
 CZ1609
 CZ1609:                Primary Azimuth Mark                     Grid Az
 CZ1609:SPC AZ C     -  A 284                                    022 27 11.9
 CZ1609:UTM  12      -  A 284                                    022 56 55.8
 CZ1609
 CZ1609|---------------------------------------------------------------------|
 CZ1609| PID    Reference Object                     Distance      Geod. Az  |
 CZ1609|                                                           dddmmss.s |
 CZ1609| CZ1060 A 284                                              0224013.0 |
 CZ1609| CZ1610 BURRO RM A                           23.180 METERS 06424     |
 CZ1609| CH4903 BURRO RM 1                           23.452 METERS 21328     |
 CZ1609| CZ1611 BURRO RM 2                           20.405 METERS 29538     |
 CZ1609| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 4.8 KM 3085657.2 |
 CZ1609| CZ1158 PICACHO OVERPASS                    357.027 METERS 35126     |
 CZ1609|---------------------------------------------------------------------|
 CZ1609
 CZ1609                          SUPERSEDED SURVEY CONTROL
 CZ1609
 CZ1609  NAD 83(1986)-  32 43 24.73663(N)    111 30 55.04753(W) AD(       ) 1
 CZ1609  NAD 27      -  32 43 24.51344(N)    111 30 52.61108(W) AD(       ) 1
 CZ1609  NGVD 29 (??/??/92)  485.854  (m)         1594.01   (f) ADJ UNCH    1 2
 CZ1609
 CZ1609.Superseded values are not recommended for survey control.
 CZ1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1609.See file dsdata.txt to determine how the superseded data were derived.
 CZ1609
 CZ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5171420757(NAD 83)
 CZ1609_MARKER: DS = TRIANGULATION STATION DISK
 CZ1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1609_STAMPING: BURRO
 CZ1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1609+STABILITY: SURFACE MOTION
 CZ1609
 CZ1609  HISTORY     - Date     Condition        Report By
 CZ1609  HISTORY     - 1971     MONUMENTED       NGS
 CZ1609  HISTORY     - 1975     GOOD             NGS
 CZ1609  HISTORY     - 1975     GOOD             AZDT
 CZ1609  HISTORY     - 1977     GOOD             NGS
 CZ1609
 CZ1609                          STATION DESCRIPTION
 CZ1609
 CZ1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1609'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELOY, 1 MILE
 CZ1609'NORTHWEST OF PICACHO, 0.2 MILE SOUTH OF THE PICACHO OVERPASS AND ON
 CZ1609'HIGHWAY DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ1609'
 CZ1609'TO REACH THE STATION FROM THE POST OFFICE IN ELOY GO SOUTH ON MAIN
 CZ1609'STREET FOR 0.2 MILE TO THE INTERSECTION WITH FRONTIER STREET.  TURN
 CZ1609'LEFT AND GO SOUTHEAST ON FRONTIER STREET, THENCE STATE HIGHWAYS 84
 CZ1609'AND 93 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY 87.  BEAR RIGHT
 CZ1609'AND GO SOUTH ON HIGHWAYS 84 AND 93 FOR 0.5 MILE TO THE PICACHO
 CZ1609'OVERPASS.  CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE
 CZ1609'LEFT IN THE NORTHEAST ANGLE OF THE INTERCHANGE OF INTERSTATE
 CZ1609'HIGHWAY 10 AND STATE HIGHWAYS 84 AND 93.  TO REACH THE AZIMUTH
 CZ1609'MARK FROM THE PICACHO OVERPASS GO NORTH ON HIGHWAYS 84 AND 93 FOR
 CZ1609'0.35 MILE TO THE JUNCTION OF STATE HIGHWAY 87.  CONTINUE NORTH ON
 CZ1609'HIGHWAY 87 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 CZ1609'AND GO EAST ON MILLIGAN ROAD FOR 0.3 MILE TO A RAILROAD CROSSING.
 CZ1609'CROSS RAILROAD TRACKS, THENCE TURN RIGHT AND GO SOUTH ON A DIRT
 CZ1609'ROAD FOR 0.15 MILE, THENCE PACK WEST ACCROSS RAILROAD TRACKS FOR
 CZ1609'ABOUT 100 FEET TO THE AZIMUTH MARK.
 CZ1609'
 CZ1609'THE STATION MARK IS A STANDARD DISK STAMPED BURRO 1971, SET IN THE
 CZ1609'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 CZ1609'THE GROUND SURFACE.  IT IS 155 FEET EAST OF THE EAST POLE OF A
 CZ1609'LARGE HIGHWAY SIGN AND 77 FEET NORTH OF A CONCRETE GUTTER SPILLWAY.
 CZ1609'
 CZ1609'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURRO NO 1 1971, CEMENTED
 CZ1609'IN A DRILL HOLE IN THE WEST CURB OF THE CONCRETE SPILLWAY.  IT IS
 CZ1609'AT THE EXTREME BOTTOM OF THE DIRT FILL EMBANKMENT.
 CZ1609'
 CZ1609'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURRO NO 2 1971, SET IN
 CZ1609'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CZ1609'WITH THE GROUND SURFACE.  IT IS 88 FEET EAST OF THE EAST POLE OF THE
 CZ1609'HIGHWAY SIGN.
 CZ1609'
 CZ1609'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED A 284 1949,
 CZ1609'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 CZ1609'INCHES.  IT IS 41 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 CZ1609'2.2 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A METAL
 CZ1609'WITNESS POST WITH SIGN ATTACHED.
 CZ1609'
 CZ1609'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 CZ1609'
 CZ1609'THE ABOVE GEODIMETER DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 CZ1609'
 CZ1609'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 CZ1609
 CZ1609                          STATION RECOVERY (1975)
 CZ1609
 CZ1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ1609'THE STATION MARK AND MONUMENTS WERE RECOVERED IN GOOD CONDITION AS
 CZ1609'DESCRIBED.  THE STATION WAS USED AS THE ANTENNA SITE FOR GEOCEIVER
 CZ1609'STATION 51052.
 CZ1609'
 CZ1609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--70 MILES NORTHWEST
 CZ1609'OF PHOENIX.
 CZ1609
 CZ1609                          STATION RECOVERY (1975)
 CZ1609
 CZ1609'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1609'1.25 MI NW FROM PICACHO.
 CZ1609'200 FT. EAST OF THE I-10 OVERPASS OVER STATE 87, AND 125 FT. NORTH OF
 CZ1609'THE WEST BOUND LANE OF I-10.  200 FT. EAST OF THE CENTERLINE OF STATE
 CZ1609'87.  165 FT. NORTH OF THE CENTERLINE OF I-10.  A USC AND GS
 CZ1609'TRIANGULATION BRASS CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST,
 CZ1609'FLUSH WITH THE GROUND.
 CZ1609
 CZ1609                          STATION RECOVERY (1977)
 CZ1609
 CZ1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CZ1609'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND REFERENCE
 CZ1609'MARK A WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 CZ1609'
 CZ1609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SE OF
 CZ1609'ELOY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0993 ***********************************************************************
 ES0993  DESIGNATION -  BURRO
 ES0993  PID         -  ES0993
 ES0993  STATE/COUNTY-  AZ/YAVAPAI
 ES0993  USGS QUAD   -  CHALK MOUNTAIN (1967)
 ES0993
 ES0993                         *CURRENT SURVEY CONTROL
 ES0993  ___________________________________________________________________
 ES0993* NAD 83(1992)-  34 02 33.40905(N)    111 39 28.97211(W)     ADJUSTED  
 ES0993* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 ES0993  ___________________________________________________________________
 ES0993  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 ES0993  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 ES0993  HORZ ORDER  -  FIRST
 ES0993
 ES0993.The horizontal coordinates were established by classical geodetic methods
 ES0993.and adjusted by the National Geodetic Survey in August 1993.
 ES0993
 ES0993.The orthometric height was scaled from a topographic map.
 ES0993
 ES0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0993
 ES0993.The geoid height was determined by GEOID03.
 ES0993
 ES0993;                    North         East     Units Scale Factor Converg.
 ES0993;SPC AZ C     -   337,410.367   237,238.153   MT  0.99990703   +0 08 41.2
 ES0993;SPC AZ C     - 1,106,989.39    778,340.40   iFT  0.99990703   +0 08 41.2
 ES0993;UTM  12      - 3,767,076.174   439,260.571   MT  0.99964548   -0 22 06.2
 ES0993
 ES0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0993!SPC AZ C     -   0.99986187  x   0.99990703  =   0.99976891
 ES0993!UTM  12      -   0.99986187  x   0.99964548  =   0.99950740
 ES0993
 ES0993:                Primary Azimuth Mark                     Grid Az
 ES0993:SPC AZ C     -  DEADMAN                                  211 54 15.1
 ES0993:UTM  12      -  DEADMAN                                  212 25 02.5
 ES0993
 ES0993|---------------------------------------------------------------------|
 ES0993| PID    Reference Object                     Distance      Geod. Az  |
 ES0993|                                                           dddmmss.s |
 ES0993| ES0994 DEADMAN                             APPROX. 5.6 KM 2120256.3 |
 ES0993|---------------------------------------------------------------------|
 ES0993
 ES0993                          SUPERSEDED SURVEY CONTROL
 ES0993
 ES0993  NAD 83(1986)-  34 02 33.40048(N)    111 39 28.98033(W) AD(       ) 1
 ES0993  NAD 27      -  34 02 33.26400(N)    111 39 26.47000(W) AD(       ) 1
 ES0993
 ES0993.Superseded values are not recommended for survey control.
 ES0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0993.See file dsdata.txt to determine how the superseded data were derived.
 ES0993
 ES0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3926167076(NAD 83)
 ES0993_MARKER: DS = TRIANGULATION STATION DISK
 ES0993_SETTING: 66 = SET IN ROCK OUTCROP
 ES0993_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0993+STABILITY: POSITION/ELEVATION WELL
 ES0993
 ES0993  HISTORY     - Date     Condition        Report By
 ES0993  HISTORY     - 1924     MONUMENTED       CGS
 ES0993  HISTORY     - 1966     GOOD             USGS
 ES0993
 ES0993                          STATION DESCRIPTION
 ES0993
 ES0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0993'ABOUT 40 MILES NORTH AND 26 MILES EAST OF PHOENIX, 7 MILES
 ES0993'NORTHEAST OF THE SEARS K RANCH ON THE VERDE RIVER, AND ONE-HALF
 ES0993'MILE SOUTHWEST OF THE J.S. RANCH BELONGING TO THE COBURN BROS.,
 ES0993'ON A SMALL BUT PROMINENT PEAK SHOWN ON FOREST SERVICE MAPS AS
 ES0993'BLACK MOUNTAIN.  STATION IS ON SOUTHEASTERLY AND HIGHEST POINT
 ES0993'OF PEAK, ABOUT 3-1/2 MILES EAST OF THE VERDE, AND 1 MILE NORTH
 ES0993'OF DEADMAN WASH.  MARKED BY A STANDARD BRONZE DISK AS DESCRIBED.
 ES0993
 ES0993                          STATION RECOVERY (1966)
 ES0993
 ES0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0993'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1102 ***********************************************************************
 ET1102  DESIGNATION -  BURRO
 ET1102  PID         -  ET1102
 ET1102  STATE/COUNTY-  AZ/MOHAVE
 ET1102  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET1102
 ET1102                         *CURRENT SURVEY CONTROL
 ET1102  ___________________________________________________________________
 ET1102* NAD 83(1992)-  34 34 08.12084(N)    113 33 24.94944(W)     ADJUSTED  
 ET1102* NAVD 88     -       826.1    (meters)    2710.     (feet)  VERTCON   
 ET1102  ___________________________________________________________________
 ET1102  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 ET1102  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ET1102  HORZ ORDER  -  SECOND
 ET1102
 ET1102.The horizontal coordinates were established by classical geodetic methods
 ET1102.and adjusted by the National Geodetic Survey in August 1993.
 ET1102
 ET1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1102
 ET1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1102
 ET1102.The geoid height was determined by GEOID03.
 ET1102
 ET1102;                    North         East     Units Scale Factor Converg.
 ET1102;SPC AZ W     -   395,786.835   231,075.734   MT  0.99993720   +0 06 34.4
 ET1102;SPC AZ W     - 1,298,513.24    758,122.49   iFT  0.99993720   +0 06 34.4
 ET1102;UTM  12      - 3,828,210.854   265,430.890   MT  1.00027825   -1 27 05.2
 ET1102
 ET1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1102!SPC AZ W     -   0.99987495  x   0.99993720  =   0.99981216
 ET1102!UTM  12      -   0.99987495  x   1.00027825  =   1.00015317
 ET1102
 ET1102|---------------------------------------------------------------------|
 ET1102| PID    Reference Object                     Distance      Geod. Az  |
 ET1102|                                                           dddmmss.s |
 ET1102| CH2831 BURRO RM 1                            6.648 METERS 05732     |
 ET1102| ET1103 BURRO CAIRN                           1.800 METERS 21508     |
 ET1102| CH2830 BURRO AZ MK                                        2724841.3 |
 ET1102| CH2832 BURRO RM 2                            9.680 METERS 32821     |
 ET1102|---------------------------------------------------------------------|
 ET1102
 ET1102                          SUPERSEDED SURVEY CONTROL
 ET1102
 ET1102  NAD 83(1986)-  34 34 08.12030(N)    113 33 24.95715(W) AD(       ) 2
 ET1102  NAD 27      -  34 34 08.06300(N)    113 33 22.20400(W) AD(       ) 2
 ET1102  NGVD 29 (07/19/86)  825.4    (m)         2708.     (f) VERT ANG    3  
 ET1102
 ET1102.Superseded values are not recommended for survey control.
 ET1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1102.See file dsdata.txt to determine how the superseded data were derived.
 ET1102
 ET1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6543128211(NAD 83)
 ET1102_MARKER: DS = TRIANGULATION STATION DISK
 ET1102_SETTING: 66 = SET IN ROCK OUTCROP
 ET1102
 ET1102  HISTORY     - Date     Condition        Report By
 ET1102  HISTORY     - 1948     MONUMENTED       CGS
 ET1102  HISTORY     - 1955     GOOD             CGS
 ET1102  HISTORY     - 1964     GOOD             CGS
 ET1102  HISTORY     - 1967     GOOD             USGS
 ET1102
 ET1102                          STATION DESCRIPTION
 ET1102
 ET1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1102'THE STATION IS ABOUT 7 MILES NORTHEAST OF SIGNAL AND ABOUT 10.5
 ET1102'MILES SOUTHEAST OF WIKIEUP, ON THE HIGHEST POINT OF A HIGH
 ET1102'PROMINENT ROUGH ROCKY MOUNTAIN JUST EAST OF THE BIG SANDY
 ET1102'RIVER AND JUST NORTH OF BURRO CREEK.
 ET1102'
 ET1102'TO REACH FROM THE STORE AND POST OFFICE IN WIKIEUP GO
 ET1102'SOUTHEASTERLY FOR 1.1 MILE TO A FORK.  TURN LEFT CROSSING
 ET1102'RIVER FOR 0.7 MILE.  CONTINUE FOR 3.4 MILES ON BLADED ROAD
 ET1102'TO A FORK.  KEEP LEFT FORK ON MAIN TRAVELED ROAD FOR 4.4
 ET1102'MILES TO A FORK AND SIGN ON THE RIGHT SIGNAL.  TAKE RIGHT
 ET1102'FORK TOWARDS SIGNAL FOR 1.6 MILES TO A FORK.  KEEP LEFT FORK
 ET1102'ON BLADED ROAD FOR 5.3 MILES TO WHERE THE POWER LINE PASSES
 ET1102'OVER THE ROAD, JUST BEFORE GOING DOWN STEEP GRADE AND RIVER
 ET1102'CROSSING.  TURN LEFT OFF BLADED ROAD ON POWER LINE ROAD AND
 ET1102'CONTINUE ON POWER LINE ROAD FOR 0.5 MILE.  TURN RIGHT
 ET1102'OFF ROAD AND TRAVEL CROSS COUNTRY EASTERLY FOR A SHORT DISTANCE
 ET1102'TO THE FOOT OF RIDGE AND END OF TRUCK TRAVEL.  CONTINUE
 ET1102'ON FOOT UP RIDGE EASTERLY TO THE HIGHEST POINT OF HILL
 ET1102'AND THE STATION.
 ET1102'
 ET1102'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP PROJECTING
 ET1102'ABOUT 1 FOOT AND IS ON THE HIGHEST POINT OF THE HILL.  IT IS
 ET1102'STAMPED BURRO 1948.
 ET1102'
 ET1102'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1102'IN BURIED BOULDER PROJECTING ABOUT 16 INCHES, AND IS ABOUT THE
 ET1102'SAME ELEVATION AS THE STATION.  IT IS STAMPED BURRO NO 1 1948.
 ET1102'
 ET1102'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1102'IN A BURIED BOULDER PROJECTING ABOUT 8 INCHES, AND IS ABOUT
 ET1102'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BURRO NO 2
 ET1102'1948.
 ET1102'
 ET1102'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED
 ET1102'BOULDER PROJECTING ABOUT 4 INCHES, ABOUT 1 MILE WEST OF
 ET1102'THE STATION, 63 PACES NORTH OF POWER LINE POLES NO 311, AND
 ET1102'ABOUT 175 FEET WEST OF THE TRACK ROAD ON THE WAY TO THE STATION.
 ET1102'IT IS STAMPED BURRO 1948.
 ET1102
 ET1102                          STATION RECOVERY (1955)
 ET1102
 ET1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1102'THE ORIGINAL DESCRIPTION IS NOW INADEQUATE AND A NEW DESCRIPTION
 ET1102'FOLLOWS--
 ET1102'
 ET1102'ABOUT 13 MILES SOUTHEAST OF WIKIEUP, ON THE HIGHEST POINT
 ET1102'OF A ROCKY MOUNTAIN JUST EAST OF SANDY RIVER AND NORTH OF BURRO
 ET1102'CREEK.
 ET1102'
 ET1102'TO REACH FROM THE STORE AND POST OFFICE IN WIKIEUP, GO SOUTH
 ET1102'ALONG STATE HIGHWAY 93 FOR EIGHT MILES TO A T ROAD INTERSECTION
 ET1102'AND A SIGN SIGNAL.  TURN RIGHT ON SIGNAL ROAD FOR 4.6 MILES
 ET1102'TO A POWER LINE CROSSING JUST BEFORE THE RIVER CROSSING.
 ET1102'TURN LEFT UP POWER LINE FOR 0.5 MILES TO THE END OF TRUCK
 ET1102'TRAVEL.  CONTINUE ON FOOT UP RIDGE EASTERLY TO THE HIGHEST POINT
 ET1102'OF HILL AND THE STATION.
 ET1102
 ET1102                          STATION RECOVERY (1964)
 ET1102
 ET1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 ET1102'THE STATION MARKINGS WERE RECOVERED IN GOOD CONDITION.  THE
 ET1102'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE LOCATION
 ET1102'DESCRIPTION OF THE 1955 RECOVERY NOTE IS ADEQUATE.
 ET1102
 ET1102                          STATION RECOVERY (1967)
 ET1102
 ET1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (ERS)
 ET1102'TO REACH FROM WIKIEUP ARIZ. P.O.
 ET1102'PROCEED SE ALONG STATE HIGHWAY 93 X 7.8 MILES TO DIRT ROAD HEADING SW
 ET1102'AND GOING TO SIGNAL ARIZ.  TAKE SIGNAL ROAD AND GO 4.2 MILES TO DRY
 ET1102'WASH.  DRIVE UP WASH APPROX. 1/2 MILE TO END OF TRUCK TRAVEL.
 ET1102'FROM THERE IT IS ABOUT A ONE HOUR PACK SW TO THE TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0582 ***********************************************************************
 FQ0582  DESIGNATION -  BURRO
 FQ0582  PID         -  FQ0582
 FQ0582  STATE/COUNTY-  AZ/COCONINO
 FQ0582  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0582
 FQ0582                         *CURRENT SURVEY CONTROL
 FQ0582  ___________________________________________________________________
 FQ0582* NAD 83(1992)-  35 49 48.70746(N)    111 26 19.22202(W)     ADJUSTED  
 FQ0582* NAVD 88     -      1382.2    (meters)    4535.     (feet)  VERTCON   
 FQ0582  ___________________________________________________________________
 FQ0582  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 FQ0582  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0582  HORZ ORDER  -  SECOND
 FQ0582
 FQ0582.The horizontal coordinates were established by classical geodetic methods
 FQ0582.and adjusted by the National Geodetic Survey in August 1993.
 FQ0582
 FQ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0582
 FQ0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0582
 FQ0582.The geoid height was determined by GEOID03.
 FQ0582
 FQ0582;                    North         East     Units Scale Factor Converg.
 FQ0582;SPC AZ C     -   535,779.269   256,545.732   MT  0.99992297   +0 16 47.3
 FQ0582;SPC AZ C     - 1,757,806.00    841,685.47   iFT  0.99992297   +0 16 47.3
 FQ0582;UTM  12      - 3,965,203.822   460,378.760   MT  0.99961934   -0 15 24.5
 FQ0582
 FQ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0582!SPC AZ C     -   0.99978688  x   0.99992297  =   0.99970987
 FQ0582!UTM  12      -   0.99978688  x   0.99961934  =   0.99940630
 FQ0582
 FQ0582|---------------------------------------------------------------------|
 FQ0582| PID    Reference Object                     Distance      Geod. Az  |
 FQ0582|                                                           dddmmss.s |
 FQ0582| CH2836 HIGHWAY 89 4532.02                   18.470 METERS 00717     |
 FQ0582| CH2837 BURRO RM 2                           21.038 METERS 19317     |
 FQ0582| FQ0576 GRAY                                APPROX. 9.6 KM 1951802.8 |
 FQ0582|---------------------------------------------------------------------|
 FQ0582
 FQ0582                          SUPERSEDED SURVEY CONTROL
 FQ0582
 FQ0582  NAD 83(1986)-  35 49 48.70845(N)    111 26 19.21879(W) AD(       ) 2
 FQ0582  NAD 27      -  35 49 48.72273(N)    111 26 16.70635(W) AD(       ) 2
 FQ0582  NGVD 29 (07/19/86) 1381.3    (m)         4532.     (f) VERT ANG    3  
 FQ0582
 FQ0582.Superseded values are not recommended for survey control.
 FQ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0582.See file dsdata.txt to determine how the superseded data were derived.
 FQ0582
 FQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6037965204(NAD 83)
 FQ0582_MARKER: DD = SURVEY DISK
 FQ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0582
 FQ0582  HISTORY     - Date     Condition        Report By
 FQ0582  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0582
 FQ0582                          STATION DESCRIPTION
 FQ0582
 FQ0582'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0582'THE STATION IS ABOUT 3 MILES SOUTHWEST OF CAMERON, 23 MILES
 FQ0582'SOUTHWEST OF TUBA CITY, AND ON THE WEST SIDE OF U.S. HWY. 89
 FQ0582'INSIDE THE RIGHT-OF-WAY FENCE.
 FQ0582'
 FQ0582'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED BURRO 1976 AND
 FQ0582'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 FQ0582'100 FEET WEST OF NEW SOUTHBOUND CONSTRUCTION CENTER LINE ABOVE
 FQ0582'A HIGHWAY CUTBANK, NEXT TO R/W FENCELINE AND MARKED WITH A WITNESS
 FQ0582'POST AND SIGN 3.5 FEET WEST.
 FQ0582'
 FQ0582'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION R/W DISK STAMPED
 FQ0582'4532.02 1976 AND IS SET IN A CONCRETE CYLINDER 48 FEET WEST OF
 FQ0582'HWY. CUTBANK.  STATION IS AN R/W MONUMENT.
 FQ0582'
 FQ0582'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED BURRO RM
 FQ0582'2 1976 AND IS EPOXIED TO A ROCK OUTCROP 4 X 3 FEET AND 4 INCHES
 FQ0582'HIGH.  THE MARK IS 54 FEET WEST OF HWY. CUTBANK AND 3 FEET EAST
 FQ0582'OF R/W FENCELINE.
 FQ0582'
 FQ0582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 89, 6
 FQ0582'MILES EAST OF FLAGSTAFF, GO NORTH ON HIGHWAY 89 TO MILE POST 463.30
 FQ0582'(0.15 MILE SOUTH OF ROAD LEADING TO SUB-STATION) AND STATION
 FQ0582'ON THE LEFT, WEST, ATOP A HWY. CUTBANK.
 FQ0582'
 FQ0582'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0395 ***********************************************************************
 GQ0395  DESIGNATION -  BURRO
 GQ0395  PID         -  GQ0395
 GQ0395  STATE/COUNTY-  AZ/MOHAVE
 GQ0395  USGS QUAD   -  GYP HILLS (1971)
 GQ0395
 GQ0395                         *CURRENT SURVEY CONTROL
 GQ0395  ___________________________________________________________________
 GQ0395* NAD 83(1992)-  36 19 30.57249(N)    113 54 40.76187(W)     ADJUSTED  
 GQ0395* NAVD 88     -       731.6    (meters)    2400.     (feet)  VERTCON   
 GQ0395  ___________________________________________________________________
 GQ0395  LAPLACE CORR-           9.92  (seconds)                    DEFLEC99
 GQ0395  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 GQ0395  HORZ ORDER  -  THIRD
 GQ0395
 GQ0395.The horizontal coordinates were established by classical geodetic methods
 GQ0395.and adjusted by the National Geodetic Survey in August 1993.
 GQ0395
 GQ0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0395
 GQ0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0395
 GQ0395.The geoid height was determined by GEOID03.
 GQ0395
 GQ0395;                    North         East     Units Scale Factor Converg.
 GQ0395;SPC AZ W     -   590,621.351   198,875.452   MT  0.99993592   -0 05 44.0
 GQ0395;SPC AZ W     - 1,937,734.09    652,478.52   iFT  0.99993592   -0 05 44.0
 GQ0395;UTM  12      - 4,023,949.427   238,656.948   MT  1.00044161   -1 43 32.0
 GQ0395
 GQ0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0395!SPC AZ W     -   0.99988934  x   0.99993592  =   0.99982526
 GQ0395!UTM  12      -   0.99988934  x   1.00044161  =   1.00033090
 GQ0395
 GQ0395|---------------------------------------------------------------------|
 GQ0395| PID    Reference Object                     Distance      Geod. Az  |
 GQ0395|                                                           dddmmss.s |
 GQ0395| CH2834 BURRO RM 1                            7.127 METERS 00542     |
 GQ0395| CH2835 BURRO RM 2                            7.170 METERS 10323     |
 GQ0395| GQ0396 PAKOON RIDGE TARGET                 APPROX.11.7 KM 3194650.3 |
 GQ0395| CH2833 BURRO AZ MK                                        3274703.3 |
 GQ0395|---------------------------------------------------------------------|
 GQ0395
 GQ0395                          SUPERSEDED SURVEY CONTROL
 GQ0395
 GQ0395  NAD 83(1986)-  36 19 30.56663(N)    113 54 40.76003(W) AD(       ) 3
 GQ0395  NAD 27      -  36 19 30.62300(N)    113 54 37.93000(W) AD(       ) 3
 GQ0395  NGVD 29 (07/19/86)  730.9    (m)         2398.     (f) VERT ANG    3  
 GQ0395
 GQ0395.Superseded values are not recommended for survey control.
 GQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0395.See file dsdata.txt to determine how the superseded data were derived.
 GQ0395
 GQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3865723949(NAD 83)
 GQ0395_MARKER: DS = TRIANGULATION STATION DISK
 GQ0395_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0395
 GQ0395  HISTORY     - Date     Condition        Report By
 GQ0395  HISTORY     - 1953     MONUMENTED       CGS
 GQ0395
 GQ0395                          STATION DESCRIPTION
 GQ0395
 GQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0395'THE STATION IS ON A COMPARATIVELY HIGH POINT OF THE FLUVIAL
 GQ0395'RIDGES OF THE SOUTHEASTERN LOWER SLOPES OF THE GRAND WASH.
 GQ0395'IT IS ABOUT 58 MILES SOUTH-SOUTHWEST OF ST. GEORGE, UTAH,
 GQ0395'35 MILES SOUTH-SOUTHEAST OF MESQUITE, NEVADA, 6 MILES NORTHEAST
 GQ0395'OF THE TIP OF A SMALL ARM OF LAKE MEAD, AND ABOUT 8 MILES
 GQ0395'EAST OF THE NEVADA-ARIZONA STATE LINE.
 GQ0395'
 GQ0395'THE STATION CAN BE REACHED FROM THE POST OFFICE IN MESQUITE,
 GQ0395'NEVADA, BY GOING WEST-SOUTHWEST ON U.S. HIGHWAY 91 AS TOWARD
 GQ0395'LAS VEGAS FOR 10.3 MILES TO A PROMINENT GRADED ROAD TO THE LEFT
 GQ0395'JUST BEFORE REACHING THE VIRGIN RIVER HIGHWAY BRIDGE.  TURN
 GQ0395'LEFT AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND
 GQ0395'FOLLOW THE MAIN TRAVELED ROAD SOUTH-SOUTHEAST FOR 9.0 MILES
 GQ0395'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO A FORK AT
 GQ0395'A SIGN JUANITA SPRING.  KEEP THE LEFT FORK, THE MAIN TRAVELED
 GQ0395'ROAD, AND CONTINUE IN A SOUTHERLY DIRECTION FOR 9.6 MILES
 GQ0395'TO A FORK.  TAKE THE LEFT FORK OVER THE MOUNTAIN PASS FOR
 GQ0395'5.2 MILES TO A FORK ABOUT 0.3 MILE WEST OF SOME RANCH
 GQ0395'BUILDINGS.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN
 GQ0395'TRAVELED ROAD SOUTH-SOUTHEAST FOR 11.0 MILES TO A FORK.
 GQ0395'TAKE THE RIGHT FORK, PASSING ON THE WEST SIDE OF THE
 GQ0395'FIELD AND RANCH BUILDINGS, AND CONTINUE ON THE MAIN TRAVELED
 GQ0395'ROAD SOUTH-SOUTHEAST FOR 2.5 MILES TO A GATE AND ROAD
 GQ0395'FORK ABOUT 1/4 MILE BEFORE REACHING A CABIN AND A
 GQ0395'WATER TANK THAT ARE ON A SMALL BENCH TO THE RIGHT OF AND
 GQ0395'ABOVE THE ROAD.  TAKE THE LEFT FORK AND CONTINUE ON THE
 GQ0395'MAIN TRAVELED ROAD FOR 0.4 MILE TO A FORK AT THE SUMMIT OF
 GQ0395'THE RIM-ROCK.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN
 GQ0395'ROAD FOR 2.6 MILES TO THE BOTTOM OF THE GRAND WASH.
 GQ0395'CONTINUE ON THE BLADED ROAD WHICH WINDS EAST-NORTHEAST
 GQ0395'TOWARD THE HIGH RIM-ROCK FOR 7.0 MILES TO A ROAD INTERSECTING
 GQ0395'FROM THE SOUTHWEST.  TURN SHARP RIGHT AND FOLLOW THE MAIN
 GQ0395'ROAD SOUTH-SOUTHWEST FOR 6.6 MILES TO A ROAD FORKING TO THE
 GQ0395'LEFT UP OUT OF THE DRAW.  TURN LEFT AND FOLLOW THE TRACK
 GQ0395'ROAD SOUTHERLY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GQ0395'TURN LEFT AND GO EASTERLY ACROSS COUNTRY ONTO THE RIDGE, THEN
 GQ0395'RIGHT TO THE HIGHEST POINT AND THE STATION, A DISTANCE OF
 GQ0395'ABOUT 0.7 MILE.
 GQ0395'
 GQ0395'THE STATION MARK, STAMPED BURRO 1953, IS A STANDARD DISK
 GQ0395'THAT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GQ0395'PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.
 GQ0395'
 GQ0395'REFERENCE MARK 1, STAMPED BURRO NO 1 1953, IS A STANDARD
 GQ0395'DISK THAT IS SET IN A DRILL HOLE IN A BEDROCK OUTCROP WHICH
 GQ0395'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 GQ0395'
 GQ0395'REFERENCE MARK 2, STAMPED BURRO NO 2 1953, IS A STANDARD
 GQ0395'DISK THAT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 GQ0395'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT
 GQ0395'2 FEET LOWER IN ELEVATION THAN THE STATION.
 GQ0395'
 GQ0395'THE AZIMUTH MARK, STAMPED BURRO 1953, IS A STANDARD DISK
 GQ0395'THAT IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS ABOUT
 GQ0395'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 22 FEET
 GQ0395'WEST OF THE MIDDLE OF THE ROAD AND 3 FEET SOUTH-SOUTHEAST
 GQ0395'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1103 ***********************************************************************
 ET1103  DESIGNATION -  BURRO CAIRN
 ET1103  PID         -  ET1103
 ET1103  STATE/COUNTY-  AZ/MOHAVE
 ET1103  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET1103
 ET1103                         *CURRENT SURVEY CONTROL
 ET1103  ___________________________________________________________________
 ET1103* NAD 83(1992)-  34 34 08.07307(N)    113 33 24.99008(W)     ADJUSTED  
 ET1103* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 ET1103  ___________________________________________________________________
 ET1103  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 ET1103  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ET1103  HORZ ORDER  -  SECOND
 ET1103
 ET1103.The horizontal coordinates were established by classical geodetic methods
 ET1103.and adjusted by the National Geodetic Survey in August 1993.
 ET1103
 ET1103.The orthometric height was scaled from a topographic map.
 ET1103
 ET1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1103
 ET1103.The geoid height was determined by GEOID03.
 ET1103
 ET1103;                    North         East     Units Scale Factor Converg.
 ET1103;SPC AZ W     -   395,785.361   231,074.701   MT  0.99993720   +0 06 34.3
 ET1103;SPC AZ W     - 1,298,508.40    758,119.10   iFT  0.99993720   +0 06 34.3
 ET1103;UTM  12      - 3,828,209.408   265,429.816   MT  1.00027825   -1 27 05.3
 ET1103
 ET1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1103!SPC AZ W     -   0.99987502  x   0.99993720  =   0.99981223
 ET1103!UTM  12      -   0.99987502  x   1.00027825  =   1.00015323
 ET1103
 ET1103                          SUPERSEDED SURVEY CONTROL
 ET1103
 ET1103  NAD 83(1986)-  34 34 08.07254(N)    113 33 24.99780(W) AD(       ) 2
 ET1103  NAD 27      -  34 34 08.01500(N)    113 33 22.24500(W) AD(       ) 2
 ET1103
 ET1103.Superseded values are not recommended for survey control.
 ET1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1103.See file dsdata.txt to determine how the superseded data were derived.
 ET1103
 ET1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6543028209(NAD 83)
 ET1103_MARKER: 72 = CAIRN
 ET1103
 ET1103  HISTORY     - Date     Condition        Report By
 ET1103  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1103
 ET1103                          STATION DESCRIPTION
 ET1103
 ET1103'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1611 ***********************************************************************
 CZ1611  DESIGNATION -  BURRO RM 2
 CZ1611  PID         -  CZ1611
 CZ1611  STATE/COUNTY-  AZ/PINAL
 CZ1611  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1611
 CZ1611                         *CURRENT SURVEY CONTROL
 CZ1611  ___________________________________________________________________
 CZ1611* NAD 83(1986)-  32 43 24.     (N)    111 30 56.     (W)     SCALED    
 CZ1611* NAVD 88     -       486.42   (+/-2cm)    1595.9    (feet)  VERTCON   
 CZ1611  ___________________________________________________________________
 CZ1611  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ1611  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1611
 CZ1611.The horizontal coordinates were scaled from a topographic map and have
 CZ1611.an estimated accuracy of +/- 6 seconds.
 CZ1611
 CZ1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1611.The vertical order pertains to the NGVD 29 superseded value.
 CZ1611
 CZ1611.The geoid height was determined by GEOID03.
 CZ1611
 CZ1611;                    North         East    Units  Estimated Accuracy
 CZ1611;SPC AZ C     -   191,140.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1611
 CZ1611                          SUPERSEDED SURVEY CONTROL
 CZ1611
 CZ1611  NGVD 29 (??/??/92)  485.862  (m)         1594.03   (f) ADJ UNCH    1 2
 CZ1611
 CZ1611.Superseded values are not recommended for survey control.
 CZ1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1611.See file dsdata.txt to determine how the superseded data were derived.
 CZ1611
 CZ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516207(NAD 83)
 CZ1611_MARKER: DR = REFERENCE MARK DISK
 CZ1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1611_STAMPING: BURRO NO 2
 CZ1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1611+STABILITY: SURFACE MOTION
 CZ1611
 CZ1611  HISTORY     - Date     Condition        Report By
 CZ1611  HISTORY     - 1971     MONUMENTED       NGS
 CZ1611  HISTORY     - 1975     GOOD             AZDT
 CZ1611
 CZ1611                          STATION DESCRIPTION
 CZ1611
 CZ1611'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1611'1.25 MI NW FROM PICACHO.
 CZ1611'125 FT. EAST OF THE I-10 OVERPASS OVER STATE 87, AND ABOUT 125 FT.
 CZ1611'NORTH OF THE WEST BOUND LANE OF I-10.  125 FT. EAST OF THE CENTERLINE
 CZ1611'OF STATE 87.  165 FT. NORTH OF THE CENTERLINE OF I-10.  A USC AND GS
 CZ1611'REFERENCE MARK BRASS CAP, SET IN A CYLINDRICAL CONCRETE 12 IN. POST,
 CZ1611'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1610 ***********************************************************************
 CZ1610  DESIGNATION -  BURRO RM A
 CZ1610  PID         -  CZ1610
 CZ1610  STATE/COUNTY-  AZ/PINAL
 CZ1610  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1610
 CZ1610                         *CURRENT SURVEY CONTROL
 CZ1610  ___________________________________________________________________
 CZ1610* NAD 83(1992)-  32 43 25.06718(N)    111 30 54.24516(W)     ADJUSTED  
 CZ1610* NAVD 88     -       486.41   (+/-2cm)    1595.8    (feet)  VERTCON   
 CZ1610  ___________________________________________________________________
 CZ1610  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ1610  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1610  HORZ ORDER  -  FIRST
 CZ1610  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1610
 CZ1610.The horizontal coordinates were established by classical geodetic methods
 CZ1610.and adjusted by the National Geodetic Survey in August 1993.
 CZ1610
 CZ1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1610.The vertical order pertains to the NGVD 29 superseded value.
 CZ1610
 CZ1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1610
 CZ1610.The geoid height was determined by GEOID03.
 CZ1610
 CZ1610;                    North         East     Units Scale Factor Converg.
 CZ1610;SPC AZ C     -   191,175.914   251,003.613   MT  0.99991747   +0 13 01.6
 CZ1610;SPC AZ C     -   627,217.57    823,502.67   iFT  0.99991747   +0 13 01.6
 CZ1610;UTM  12      - 3,620,766.471   451,734.764   MT  0.99962872   -0 16 42.4
 CZ1610
 CZ1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1610!SPC AZ C     -   0.99992835  x   0.99991747  =   0.99984582
 CZ1610!UTM  12      -   0.99992835  x   0.99962872  =   0.99955709
 CZ1610
 CZ1610:                Primary Azimuth Mark                     Grid Az
 CZ1610:SPC AZ C     -  PASS                                     128 01 04.9
 CZ1610:UTM  12      -  PASS                                     128 30 48.9
 CZ1610
 CZ1610|---------------------------------------------------------------------|
 CZ1610| PID    Reference Object                     Distance      Geod. Az  |
 CZ1610|                                                           dddmmss.s |
 CZ1610| CZ1934 PASS                                APPROX.14.3 KM 1281406.5 |
 CZ1610| CH4903 BURRO RM 1                           44.940 METERS 22851     |
 CZ1610| CZ1609 BURRO                                23.180 METERS 24424     |
 CZ1610| CZ1611 BURRO RM 2                           39.309 METERS 26816     |
 CZ1610| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 4.9 KM 3084208.5 |
 CZ1610| CZ1158 PICACHO OVERPASS                    350.938 METERS 34748     |
 CZ1610|---------------------------------------------------------------------|
 CZ1610
 CZ1610                          SUPERSEDED SURVEY CONTROL
 CZ1610
 CZ1610  NAD 83(1986)-  32 43 25.06183(N)    111 30 54.24475(W) AD(       ) 1
 CZ1610  NAD 27      -  32 43 24.83861(N)    111 30 51.80843(W) AD(       ) 1
 CZ1610  NGVD 29 (??/??/92)  485.853  (m)         1594.00   (f) ADJ UNCH    1 2
 CZ1610
 CZ1610.Superseded values are not recommended for survey control.
 CZ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1610.See file dsdata.txt to determine how the superseded data were derived.
 CZ1610
 CZ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5173520766(NAD 83)
 CZ1610_MARKER: DS = TRIANGULATION STATION DISK
 CZ1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1610_STAMPING: BURRO RMA
 CZ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1610+STABILITY: SURFACE MOTION
 CZ1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1610+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1984
 CZ1610
 CZ1610  HISTORY     - Date     Condition        Report By
 CZ1610  HISTORY     - 1971     MONUMENTED       NGS
 CZ1610  HISTORY     - 1975     GOOD             NGS
 CZ1610  HISTORY     - 1975     GOOD             AZDT
 CZ1610  HISTORY     - 1977     GOOD             NGS
 CZ1610  HISTORY     - 1980     GOOD             NGS
 CZ1610  HISTORY     - 19840316 GOOD
 CZ1610
 CZ1610                          STATION DESCRIPTION
 CZ1610
 CZ1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1610'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELOY, 1 MILE
 CZ1610'NORTHWEST OF PICACHO, 0.2 MILE SOUTH OF THE PICACHO OVERPASS AND ON
 CZ1610'HIGHWAY RIGHT-OF-WAY.
 CZ1610'
 CZ1610'TO REACH BURRO FROM THE POST OFFICE IN ELOY GO SOUTH ON MAIN
 CZ1610'STREET FOR 0.2 MILE TO THE INTERSECTION WITH FRONTIER STREET.  TURN
 CZ1610'LEFT AND GO SOUTHEAST ON FRONTIER STREET, THENCE STATE HIGHWAYS 84
 CZ1610'AND 93 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY 87.  BEAR RIGHT
 CZ1610'AND GO SOUTH ON HIGHWAYS 84 AND 93 FOR 0.5 MILE TO THE PICACHO
 CZ1610'OVERPASS.  CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE
 CZ1610'LEFT IN THE NORTHEAST ANGLE OF THE INTERCHANGE OF INTERSTATE
 CZ1610'HIGHWAY 10 AND STATE HIGHWAYS 84 AND 93.
 CZ1610'
 CZ1610'THE STATION MARKS ARE STANDARD DISKS STAMPED BURRO RM A 1971, THE
 CZ1610'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CZ1610'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 219 FEET
 CZ1610'WEST OF A CHAINLINK FENCE, 233 FEET SOUTHEAST OF A CURB AND 150 FEET
 CZ1610'EAST OF THE OVERPASS FILL FOR INTERSTATE 10.  THE UNDERGROUND DISK
 CZ1610'IS ABOUT 42 INCHES UNDERGROUND.
 CZ1610'
 CZ1610'THE TRAVERSE DISTANCE IS REDUCED TO SEA LEVEL.
 CZ1610
 CZ1610                          STATION RECOVERY (1975)
 CZ1610
 CZ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ1610'THE STATION MARK AND MONUMENTS WERE RECOVERED IN GOOD CONDITION AS
 CZ1610'DESCRIBED.  THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR
 CZ1610'GEOCEIVER STATION 51052.
 CZ1610'
 CZ1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--70 MILES NORTHWEST
 CZ1610'OF PHOENIX.
 CZ1610
 CZ1610                          STATION RECOVERY (1975)
 CZ1610
 CZ1610'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1610'1.25 MI NW FROM PICACHO.
 CZ1610'200 FT. EAST OF THE I-10 OVERPASS OVER STATE 87, AND ABOUT 250 FT.
 CZ1610'NORTH OF THE I-10 CENTERLINE.  200 FT. EAST OF THE CENTERLINE OF STATE
 CZ1610'87.  245 FT. NORTH OF THE CENTERLINE OF I-10.  A USC AND GS
 CZ1610'TRIANGULATION BRASS CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST,
 CZ1610'FLUSH WITH THE GROUND.
 CZ1610
 CZ1610                          STATION RECOVERY (1977)
 CZ1610
 CZ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CZ1610'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND BURRO WERE
 CZ1610'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  A SHORTER DISTANCE OF
 CZ1610'.035 FEET FOR REFERENCE MARK 1 AND .033 FEET FOR REFERENCE MARK 2
 CZ1610'WAS NOTED AT THIS TIME.  THE STATION MARK WAS USED AS THE ANTENNA
 CZ1610'SITE FOR GEOCEIVER STATION 52052.
 CZ1610'
 CZ1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SE OF
 CZ1610'ELOY.
 CZ1610
 CZ1610                          STATION RECOVERY (1980)
 CZ1610
 CZ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 CZ1610'THE STATION MARK, BURRO 1971, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ1610'AS DESCRIBED.  THE TO REACH IS ADEQUATE.
 CZ1610'
 CZ1610'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.  NO ECCENTRICITY.
 CZ1610
 CZ1610                          STATION RECOVERY (1984)
 CZ1610
 CZ1610'RECOVERED 1984
 CZ1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1078 ***********************************************************************
 ET1078  DESIGNATION -  BUTLER
 ET1078  PID         -  ET1078
 ET1078  STATE/COUNTY-  AZ/LA PAZ
 ET1078  USGS QUAD   -  BUTLER WELL (1990)
 ET1078
 ET1078                         *CURRENT SURVEY CONTROL
 ET1078  ___________________________________________________________________
 ET1078* NAD 83(1992)-  34 01 09.12692(N)    113 43 55.06246(W)     ADJUSTED  
 ET1078* NAVD 88     -       462.44   (+/-2cm)    1517.2    (feet)  VERTCON   
 ET1078  ___________________________________________________________________
 ET1078  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 ET1078  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 ET1078  HORZ ORDER  -  FIRST
 ET1078  VERT ORDER  -  THIRD ? (See Below)
 ET1078
 ET1078.The horizontal coordinates were established by classical geodetic methods
 ET1078.and adjusted by the National Geodetic Survey in August 1993.
 ET1078
 ET1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1078.The vertical order pertains to the NGVD 29 superseded value.
 ET1078
 ET1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1078
 ET1078.The geoid height was determined by GEOID03.
 ET1078
 ET1078;                    North         East     Units Scale Factor Converg.
 ET1078;SPC AZ W     -   334,794.871   215,025.970   MT  0.99993337   +0 00 36.3
 ET1078;SPC AZ W     - 1,098,408.37    705,465.78   iFT  0.99993337   +0 00 36.3
 ET1078;UTM  12      - 3,767,651.425   247,730.000   MT  1.00038458   -1 31 45.3
 ET1078
 ET1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1078!SPC AZ W     -   0.99993219  x   0.99993337  =   0.99986556
 ET1078!UTM  12      -   0.99993219  x   1.00038458  =   1.00031674
 ET1078
 ET1078|---------------------------------------------------------------------|
 ET1078| PID    Reference Object                     Distance      Geod. Az  |
 ET1078|                                                           dddmmss.s |
 ET1078| CH2839 BUTLER RM 1                          11.184 METERS 02309     |
 ET1078| CH2838 BUTLER AZ MK                                       1140815.8 |
 ET1078| CH2840 BUTLER RM 2                          10.810 METERS 29429     |
 ET1078|---------------------------------------------------------------------|
 ET1078
 ET1078                          SUPERSEDED SURVEY CONTROL
 ET1078
 ET1078  NAD 83(1986)-  34 01 09.12294(N)    113 43 55.07202(W) AD(       ) 1
 ET1078  NAD 27      -  34 01 09.03500(N)    113 43 52.30800(W) AD(       ) 1
 ET1078  NGVD 29 (07/19/86)  461.76   (m)         1515.0    (f) LEVELING    3  
 ET1078
 ET1078.Superseded values are not recommended for survey control.
 ET1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1078.See file dsdata.txt to determine how the superseded data were derived.
 ET1078
 ET1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4773067651(NAD 83)
 ET1078_MARKER: DS = TRIANGULATION STATION DISK
 ET1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1078
 ET1078  HISTORY     - Date     Condition        Report By
 ET1078  HISTORY     - 1948     MONUMENTED       CGS
 ET1078  HISTORY     - 1955     GOOD             CGS
 ET1078  HISTORY     - 1972     GOOD             AZHD
 ET1078
 ET1078                          STATION DESCRIPTION
 ET1078
 ET1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1078'THE STATION IS LOCATED IN BUTLER VALLEY, ABOUT 22 MILES AIR
 ET1078'LINE NORTHEAST OF BOUSE, ABOUT 19 MILES AIR LINE SOUTHWEST OF
 ET1078'ALAMO CROSSING, ABOUT 17 MILES AIRLINE NORTHWEST OF SALOME,
 ET1078'ABOUT 0.25 MILE SOUTH OF BUTLER WELL AND WINDMILL, ABOUT
 ET1078'100 YARDS EAST OF THE POINT WHERE THE ROAD AND POWER LINE
 ET1078'CROSSES CUNNINGHAM WASH, 48 PACES NORTHWEST OF POWER LINE
 ET1078'POLE 249 IN THE SOUTH POWER LINE, 14 PACES WEST OF THE CENTER
 ET1078'LINE OF TRACK ROAD NORTH TO WIND MILL, 15 FEET NORTH OF
 ET1078'AND APPROXIMATELY THE SAME ELEVATION AS THE CENTER LINE OF
 ET1078'BLADED ROAD, 7 FEET EAST-SOUTHEAST OF A 4X4 WITNESS POST,
 ET1078'PROJECTS 4 INCHES AND IS STAMPED, BUTLER 1948.
 ET1078'
 ET1078'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 ET1078'AS THE STATION, 15 FEET WEST OF THE CENTER LINE OF TRACK
 ET1078'ROAD NORTH, PROJECTS 4 INCHES AND IS STAMPED, BUTLER NO 1
 ET1078'1948.
 ET1078'
 ET1078'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1078'THE STATION, 16 FEET NORTH OF THE CENTER LINE OF BLADED ROAD,
 ET1078'PROJECTS 4 INCHES AND IS STAMPED, BUTLER NO 2 1948.
 ET1078'
 ET1078'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 30
 ET1078'PACES SOUTH OF POWER LINE POLE 265 IN THE NORTH POWER LINE,
 ET1078'23 PACES SOUTH OF THE CENTER LINE OF ROAD TO STATION, 3 FEET
 ET1078'NORTH OF POWER LINE POLE 252 IN THE SOUTH POWER LINE, 2 FEET
 ET1078'SOUTH OF A 4X4 WITNESS POST, PROJECTS 5 INCHES AND IS STAMPED,
 ET1078'BUTLER 1948.
 ET1078'
 ET1078'TO REACH FROM WENDEN.  CROSS RAILROAD TRACKS AND GO NORTH ON
 ET1078'BLADED ROAD, OVER CUNNINGHAM PASS FOR 11.1 MILES TO FORK
 ET1078'AT SIGN POST.  TAKE THE LEFT FORK AND FOLLOW MAIN TRAVELED
 ET1078'ROAD FOR 1.1 MILE TO POWER LINES.  CONTINUE ALONG ROAD BETWEEN
 ET1078'POWER LINES (W) FOR 8.0 MILES TO THE AZIMUTH MARK ON LEFT
 ET1078'IN THE SOUTH POWER LINE AS DESCRIBED ABOVE.  CONTINUE (W)
 ET1078'FOR 0.4 MILE TO THE INTERSECTION OF A TRACK ROAD FROM THE NORTH
 ET1078'AND THE STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 ET1078
 ET1078                          STATION RECOVERY (1955)
 ET1078
 ET1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1078'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET1078'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 ET1078
 ET1078                          STATION RECOVERY (1972)
 ET1078
 ET1078'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1078'GENERAL LOCATION IS IN BUTLER VALLEY ABOUT 22 MILES NE
 ET1078'OF BOUSE AND 19 MILES SW OF ALAMO CROSSING
 ET1078'
 ET1078'TO REACH AS DESCRIBED EXCEPT POWERLINE POLE 249 SHOULD READ
 ET1078'318.
 ET1078'
 ET1078'STATION MARK GOOD CONDITION
 ET1078'
 ET1078'REFERENCE MARKS GOOD CONDITION
 ET1078'
 ET1078'AZIMUTH MARK NOT LOOKED FOR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0935 ***********************************************************************
 FR0935  DESIGNATION -  BUTTE
 FR0935  PID         -  FR0935
 FR0935  STATE/COUNTY-  AZ/YAVAPAI
 FR0935  USGS QUAD   -  YAMPAI SE (1981)
 FR0935
 FR0935                         *CURRENT SURVEY CONTROL
 FR0935  ___________________________________________________________________
 FR0935* NAD 83(1992)-  35 17 54.70461(N)    113 01 04.16128(W)     ADJUSTED  
 FR0935* NAVD 88     -      1765.3    (meters)    5792.     (feet)  VERTCON   
 FR0935  ___________________________________________________________________
 FR0935  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FR0935  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FR0935  HORZ ORDER  -  SECOND
 FR0935
 FR0935.The horizontal coordinates were established by classical geodetic methods
 FR0935.and adjusted by the National Geodetic Survey in August 1993.
 FR0935
 FR0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0935
 FR0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0935
 FR0935.The geoid height was determined by GEOID03.
 FR0935
 FR0935;                    North         East     Units Scale Factor Converg.
 FR0935;SPC AZ C     -   477,246.835   113,211.893   MT  1.00002356   -0 38 10.8
 FR0935;SPC AZ C     - 1,565,770.46    371,430.10   iFT  1.00002356   -0 38 10.8
 FR0935;UTM  12      - 3,908,016.896   316,528.882   MT  1.00001485   -1 09 58.7
 FR0935
 FR0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0935!SPC AZ C     -   0.99972702  x   1.00002356  =   0.99975057
 FR0935!UTM  12      -   0.99972702  x   1.00001485  =   0.99974186
 FR0935
 FR0935:                Primary Azimuth Mark                     Grid Az
 FR0935:SPC AZ C     -  BUTTE AZ MK                              006 40 11.3
 FR0935:UTM  12      -  BUTTE AZ MK                              007 11 59.2
 FR0935
 FR0935|---------------------------------------------------------------------|
 FR0935| PID    Reference Object                     Distance      Geod. Az  |
 FR0935|                                                           dddmmss.s |
 FR0935| FR0472 BUTTE AZ MK                                        0060200.5 |
 FR0935| FR0901 SELIGMAN SANTA FE RR TANK           APPROX.13.2 KM 0771411.9 |
 FR0935| FR0936 KA 9                                  5.598 METERS 12236     |
 FR0935| CH2847 BUTTE RM 1                            7.592 METERS 27208     |
 FR0935|---------------------------------------------------------------------|
 FR0935
 FR0935                          SUPERSEDED SURVEY CONTROL
 FR0935
 FR0935  NAD 83(1986)-  35 17 54.70496(N)    113 01 04.16040(W) AD(       ) 2
 FR0935  NAD 27      -  35 17 54.68410(N)    113 01 01.48900(W) AD(       ) 2
 FR0935  NGVD 29 (07/19/86) 1764.4    (m)         5789.     (f) VERT ANG    3  
 FR0935
 FR0935.Superseded values are not recommended for survey control.
 FR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0935.See file dsdata.txt to determine how the superseded data were derived.
 FR0935
 FR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1652908017(NAD 83)
 FR0935_MARKER: DE = TRAVERSE STATION DISK
 FR0935_SETTING: 66 = SET IN ROCK OUTCROP
 FR0935
 FR0935  HISTORY     - Date     Condition        Report By
 FR0935  HISTORY     - 1962     MONUMENTED       CGS
 FR0935
 FR0935                          STATION DESCRIPTION
 FR0935
 FR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0935'THE STATION IS LOCATED ABOUT 8 MILES WEST OF SELIGMAN, ABOUT
 FR0935'5 MILES SOUTHWEST OF U.S. HIGHWAY 66 AND IN APPROXIMATE
 FR0935'CENTER OF A SMALL OVAL HILL.
 FR0935'
 FR0935'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0935'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 66, TURN RIGHT AND GO NORTHWEST
 FR0935'ON U.S. HIGHWAY 66 FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN
 FR0935'LEFT CROSSING RAILROAD TRACKS AND GO WESTERLY ON BLADED
 FR0935'ROAD FOR 5.8 MILES TO A PIPELINE, CONTINUE WEST FOR 0.1 MILE
 FR0935'TO AZIMUTH MARK ON RIGHT, CONTINUE WEST FOR 0.25 MILE TO A
 FR0935'DIM TRACK ROAD LEFT, TURN LEFT AND GO SOUTHERLY AROUND WEST
 FR0935'SIDE OF HILL, THENCE EAST FOR 0.45 MILE TO A SMALL SADDLE AND
 FR0935'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY TO TOP
 FR0935'OF HILL AND STATION.  (15 MINUTE PACK)
 FR0935'
 FR0935'STATION, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE IN
 FR0935'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 FR0935'AND STAMPED BUTTE 1962.  THE MARK IS 27.5 FEET NORTH OF A
 FR0935'SMALL TREE AND 14.2 FEET WEST OF WITNESS POST.
 FR0935'
 FR0935'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0935'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF
 FR0935'THE GROUND AND STAMPED BUTTE NO 1 1962.  THE MARK IS 38.9
 FR0935'FEET WEST OF WITNESS POST AND 35.5 FEET NORTHWEST OF A SMALL
 FR0935'TREE.
 FR0935'
 FR0935'KA NO. 9, A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION BRONZE
 FR0935'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 FR0935'WITH THE SURFACE OF THE GROUND AND STAMPED KA NO 9 1960.
 FR0935'THE MARK IS 25.5 FEET NORTHEAST OF A SMALL TREE AND 7.2 FEET
 FR0935'SOUTH OF WITNESS POST.
 FR0935'
 FR0935'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 FR0935'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET ON THE SOUTH
 FR0935'SIDE AND STAMPED BUTTE 1962.  THE MARK IS 36 FEET NORTH OF
 FR0935'CENTER OF ROAD.
 FR0935'
 FR0935'THE DISTANCE FROM R.M. NO. 1 TO KA NO. 9 (AHD) IS 41.79 FEET.
 FR0935'
 FR0935'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0362 ***********************************************************************
 GQ0362  DESIGNATION -  BUTTE
 GQ0362  PID         -  GQ0362
 GQ0362  STATE/COUNTY-  AZ/MOHAVE
 GQ0362  USGS QUAD   -  YELLOWHORSE FLAT (1979)
 GQ0362
 GQ0362                         *CURRENT SURVEY CONTROL
 GQ0362  ___________________________________________________________________
 GQ0362* NAD 83(1992)-  36 54 49.51117(N)    113 23 19.24824(W)     ADJUSTED  
 GQ0362* NAVD 88     -      1556.7    (meters)    5107.     (feet)  VERTCON   
 GQ0362  ___________________________________________________________________
 GQ0362  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 GQ0362  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 GQ0362  HORZ ORDER  -  THIRD
 GQ0362
 GQ0362.The horizontal coordinates were established by classical geodetic methods
 GQ0362.and adjusted by the National Geodetic Survey in November 1997.
 GQ0362
 GQ0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0362
 GQ0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0362
 GQ0362.The geoid height was determined by GEOID03.
 GQ0362
 GQ0362;                    North         East     Units Scale Factor Converg.
 GQ0362;SPC AZ W     -   655,982.486   245,555.894   MT  0.99994610   +0 13 01.3
 GQ0362;SPC AZ W     - 2,152,173.51    805,629.57   iFT  0.99994610   +0 13 01.3
 GQ0362;SPC UT S     - 3,029,122.502   331,696.121   MT  1.00006573   -1 09 25.8
 GQ0362;UTM  12      - 4,087,969.811   287,207.506   MT  1.00015786   -1 26 06.8
 GQ0362
 GQ0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0362!SPC AZ W     -   0.99975951  x   0.99994610  =   0.99970562
 GQ0362!SPC UT S     -   0.99975951  x   1.00006573  =   0.99982523
 GQ0362!UTM  12      -   0.99975951  x   1.00015786  =   0.99991733
 GQ0362
 GQ0362|---------------------------------------------------------------------|
 GQ0362| PID    Reference Object                     Distance      Geod. Az  |
 GQ0362|                                                           dddmmss.s |
 GQ0362| CH2844 BUTTE RM 1                            6.221 METERS 08248     |
 GQ0362| CH2843 BUTTE AZ MK                                        1604743.2 |
 GQ0362| CH2845 BUTTE RM 2                            5.972 METERS 18028     |
 GQ0362|---------------------------------------------------------------------|
 GQ0362
 GQ0362                          SUPERSEDED SURVEY CONTROL
 GQ0362
 GQ0362  NAD 83(1992)-  36 54 49.50875(N)    113 23 19.24942(W) AD(       ) 3
 GQ0362  NAD 83(1986)-  36 54 49.50655(N)    113 23 19.24800(W) AD(       ) 3
 GQ0362  NAD 27      -  36 54 49.55500(N)    113 23 16.42600(W) AD(       ) 3
 GQ0362  NGVD 29 (07/19/86) 1555.8    (m)         5104.     (f) VERT ANG    3  
 GQ0362
 GQ0362.Superseded values are not recommended for survey control.
 GQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0362.See file dsdata.txt to determine how the superseded data were derived.
 GQ0362
 GQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8720887970(NAD 83)
 GQ0362_MARKER: DS = TRIANGULATION STATION DISK
 GQ0362_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0362_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0362
 GQ0362  HISTORY     - Date     Condition        Report By
 GQ0362  HISTORY     - 1953     MONUMENTED       CGS
 GQ0362
 GQ0362                          STATION DESCRIPTION
 GQ0362
 GQ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0362'THE STATION IS LOCATED ON A ROCK COVERED BLACK LAVA BUTTE
 GQ0362'WHICH LIES BETWEEN THE OLD SUNSHINE TRAIL ROAD AND THE HIGH
 GQ0362'CLIFF KNOWN AS THE HURRICANE LEDGE.  THE BUTTE RISES FROM ALL
 GQ0362'SIDES IN STEEP SAGE COVERED SLOPES EXCEPT TO THE WEST WHERE
 GQ0362'IT DROPS AWAY IN A SHEER CLIFF.  IT IS ABOUT 18.5 MILES,
 GQ0362'AIRLINE, SOUTH-SOUTHWEST OF HURRICANE, 16.5 MILES SOUTHEAST
 GQ0362'OF ST. GEORGE, 2.5 MILES WEST OF HURRICANE LEDGE AND 2 MILES
 GQ0362'EAST OF THE OLD SUNSHINE TRAIL ROAD.
 GQ0362'
 GQ0362'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH.  GO EAST
 GQ0362'FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE CEMETARY, TURN
 GQ0362'RIGHT AND GO SOUTH AND EAST FOR 2.1 MILES TO A FORK AT THE
 GQ0362'SOUTH END OF THE STEEL BRIDGE OVER THE VIRGIN RIVER, TURN
 GQ0362'LEFT AND FOLLOW THE MAIN TRAVELED ROAD EAST AND SOUTHEAST
 GQ0362'FOR 2.0 MILES TO A FORK, TURN LEFT ON THE MAIN ROAD AND GO
 GQ0362'EAST FOR 1.2 MILES TO A FORK, KEEP RIGHT STRAIGHT AHEAD
 GQ0362'FOR 0.25 MILE TO A CATTLE GUARD, CROSS AND TURN RIGHT AND
 GQ0362'FOLLOW THE MAIN ROAD SOUTH AND SOUTHEAST FOR 1.5 MILES TO
 GQ0362'A FORK, KEEP RIGHT ON THE MAIN ROAD IN A SOUTHEASTERLY
 GQ0362'DIRECTION FOR 4.3 MILES TO CORRAL ON THE RIGHT, CONTINUE AHEAD
 GQ0362'0.1 MILE TO A FORK, TURN RIGHT CROSSING A WIDE WASH AND
 GQ0362'FOLLOW THE MAIN ROAD SOUTH FOR 4.7 MILES TO A CANYON,
 GQ0362'CONTINUE UP THE BOTTOM OF THE CANYON FOR 0.7 MILE, HERE
 GQ0362'FOLLOW THE MAIN ROAD UP OVER THE SWITCHBACK FOR 4.8 MILES
 GQ0362'OUT OF THE CANYON TO A DIM FORK, KEEP RIGHT FOR 1.3 MILES
 GQ0362'TO A FORK, KEEP LEFT FOR 0.25 MILE TO A WIRE GATE PASSING
 GQ0362'A RESERVOIR, CONTINUE ON THE MAIN ROAD FOR 1.25 MILE TO A
 GQ0362'WIRE GATE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE OF THE
 GQ0362'EAST GATE POST, TURN LEFT ON A TRACK ROAD AFTER PASSING
 GQ0362'THROUGH THE GATE AND GO 1.8 MILES TO THE JUNCTION WITH
 GQ0362'ANOTHER ROAD, TURN LEFT AND GO FOR 1.0 MILE TO THE BASE OF
 GQ0362'A BUTTE, CONTINUE ON THE MAIN ROAD FOR 0.1 MILE TO A
 GQ0362'FENCE, TURN LEFT FOR 0.1 MILE TO A SMALL VALLEY, HERE
 GQ0362'TURN LEFT UP THE LITTLE VALLEY AND ON UP THE SIDE OF THE BUTTE
 GQ0362'AS FAR AS YOU CAN GO, THEN PACK NORTH TO THE HIGHEST POINT
 GQ0362'AND STATION SITE.
 GQ0362'
 GQ0362'THE STATION IS A STANDARD DISK STAMPED BUTTE 1953, IT IS
 GQ0362'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS
 GQ0362'100 YARDS NORTH OF THE SOUTH EDGE OF THE BUTTE AND 30 FEET
 GQ0362'EAST OF THE EDGE OF A SHEER CLIFF.
 GQ0362'
 GQ0362'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUTTE NO 1 1953.
 GQ0362'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0362'
 GQ0362'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUTTE NO 2 1953.
 GQ0362'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0362'
 GQ0362'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTTE 1953.  IT
 GQ0362'IS BRAZED TO A 2-INCH CAST SOIL PIPE WHICH IS SET IN AN
 GQ0362'UNDERGROUND BASE OF CEMENT AND PROJECTS 6 INCHES.  IT IS LOCATED
 GQ0362'ON THE SOUTH SIDE OF AN OLD LAKE BED IN THE Y FORK OF A TRACK
 GQ0362'ROAD ABOUT 50 FEET SOUTH OF THE FORK.  TO REACH FROM THE
 GQ0362'BASE OF THE BUTTE.  GO SOUTH ON TRACK ROAD FOR 1.0 MILE TO
 GQ0362'A FORK, KEEP LEFT FOR 0.6 MILE TO A FORK AND THE MARK AS
 GQ0362'DESCRIBED.  IT CAN BE REACHED FROM THE JUNCTION OF THE TWO
 GQ0362'ROADS, IN THE TO REACH OF THE STATION, BY TURNING RIGHT AND
 GQ0362'GOING 0.6 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0545 ***********************************************************************
 ER0545  DESIGNATION -  BUTTE
 ER0545  PID         -  ER0545
 ER0545  STATE/COUNTY-  AZ/NAVAJO
 ER0545  USGS QUAD   -  ADAMANA (1982)
 ER0545
 ER0545                         *CURRENT SURVEY CONTROL
 ER0545  ___________________________________________________________________
 ER0545* NAD 83(1992)-  34 53 54.68018(N)    109 51 39.52651(W)     ADJUSTED  
 ER0545* NAVD 88     -      1763.     (meters)    5784.     (feet)  SCALED    
 ER0545  ___________________________________________________________________
 ER0545  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 ER0545  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ER0545  HORZ ORDER  -  SECOND
 ER0545
 ER0545.The horizontal coordinates were established by classical geodetic methods
 ER0545.and adjusted by the National Geodetic Survey in August 1993.
 ER0545
 ER0545.The orthometric height was scaled from a topographic map.
 ER0545
 ER0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0545
 ER0545.The geoid height was determined by GEOID03.
 ER0545
 ER0545;                    North         East     Units Scale Factor Converg.
 ER0545;SPC AZ E     -   432,360.077   241,297.274   MT  0.99990962   +0 10 29.6
 ER0545;SPC AZ E     - 1,418,504.19    791,657.72   iFT  0.99990962   +0 10 29.6
 ER0545;UTM  12      - 3,862,381.527   604,068.040   MT  0.99973348   +0 39 06.2
 ER0545
 ER0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0545!SPC AZ E     -   0.99972713  x   0.99990962  =   0.99963677
 ER0545!UTM  12      -   0.99972713  x   0.99973348  =   0.99946068
 ER0545
 ER0545:                Primary Azimuth Mark                     Grid Az
 ER0545:SPC AZ E     -  BUTTE AZ MK                              205 37 33.2
 ER0545:UTM  12      -  BUTTE AZ MK                              205 08 56.6
 ER0545
 ER0545|---------------------------------------------------------------------|
 ER0545| PID    Reference Object                     Distance      Geod. Az  |
 ER0545|                                                           dddmmss.s |
 ER0545| CD1722 BUTTE AZ MK                                        2054802.8 |
 ER0545| CD1723 BUTTE RM 1                            8.023 METERS 22713     |
 ER0545| CD1724 BUTTE RM 2                            7.818 METERS 32147     |
 ER0545|---------------------------------------------------------------------|
 ER0545
 ER0545                          SUPERSEDED SURVEY CONTROL
 ER0545
 ER0545  NAD 83(1986)-  34 53 54.67326(N)    109 51 39.52832(W) AD(       ) 2
 ER0545  NAD 27      -  34 53 54.57210(N)    109 51 37.11290(W) AD(       ) 2
 ER0545
 ER0545.Superseded values are not recommended for survey control.
 ER0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0545.See file dsdata.txt to determine how the superseded data were derived.
 ER0545
 ER0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0406862382(NAD 83)
 ER0545_MARKER: DD = SURVEY DISK
 ER0545_SETTING: 66 = SET IN ROCK OUTCROP
 ER0545_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ER0545
 ER0545  HISTORY     - Date     Condition        Report By
 ER0545  HISTORY     - 1959     MONUMENTED       USGS
 ER0545
 ER0545                          STATION DESCRIPTION
 ER0545
 ER0545'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (SLH)
 ER0545'THE STATION IS LOCATED ON A HIGH MESA, THE MOST EASTERN OF SEVERAL
 ER0545'FORMING A SCATTERED GROUP, ABOUT 16 MILES EAST OF HOLBROOK.
 ER0545'
 ER0545'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO
 ER0545'SOUTH ON U.S. HIGHWAY 260 AND ARIZONA STATE HIGHWAY 77 FOR
 ER0545'0.8 MILE TO A FORK, TAKE THE LEFT FORK AND FOLLOW 260 FOR
 ER0545'3.3 MILES TO THE BRIDGE OVER THE LITTLE COLORADO RIVER.  CONTINUE
 ER0545'AHEAD ON THE HIGHWAY FOR 8.8 MILES TO A LOCKED METAL GATE ON THE
 ER0545'LEFT, GO THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTHWARD
 ER0545'FOR 7.2 MILES TO SEVERAL DESERTED RANCH BUILDINGS.  CONTINUE
 ER0545'AHEAD, PASSING TO THE RIGHT OF THE BUILDINGS AND A DUG EARTHEN
 ER0545'RESERVOIR FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ER0545'LEAVE THE TRACK ROAD AND PICK A WAY NORTHWARD TO THE WEST END
 ER0545'OF THE STEEP-SIDED MESA FOR 1.5 MILES TO THE END OF TRUCK
 ER0545'TRAVEL.  PACK EAST UP THE STEEP SIDE, THEN EAST ACROSS THE
 ER0545'FLAT TOP FOR ABOUT 900 FEET TO THE STATION.
 ER0545'
 ER0545'THE STATION MARK IS A U.S.G.S. DISK STAMPED BUTTE 1933, SET
 ER0545'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 9 FEET SOUTHEAST
 ER0545'OF A 4 FOOT CAIRN.
 ER0545'
 ER0545'R.M. 1 IS A U.S.G.S. DISK STAMPED NO 1, SET IN A DRILL HOLE
 ER0545'IN BEDROCK THAT IS FLUSH AND IS 30 FEET SOUTH OF THE CAIRN.
 ER0545'
 ER0545'R.M. 2 IS A U.S.G.S. DISK STAMPED NO 2, SET IN A DRILL HOLE
 ER0545'IN A BOULDER THAT PROJECTS 3 INCHES AND IS 17 FEET NORTHWEST OF
 ER0545'THE CAIRN.
 ER0545'
 ER0545'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTTE USGS 1959,
 ER0545'WELDED TO THE TOP OF A 2-INCH CAST IRON PIPE THAT PROJECTS
 ER0545'8 INCHES FROM A CONCRETE BASE.  IT IS 13 FEET NORTH OF THE
 ER0545'CENTER OF A TRACK ROAD AND 2.8 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0836 ***********************************************************************
 ES0836  DESIGNATION -  BUTTE
 ES0836  PID         -  ES0836
 ES0836  STATE/COUNTY-  AZ/NAVAJO
 ES0836  USGS QUAD   -  TAYLOR (1970)
 ES0836
 ES0836                         *CURRENT SURVEY CONTROL
 ES0836  ___________________________________________________________________
 ES0836* NAD 83(1992)-  34 23 30.83559(N)    110 04 20.32990(W)     ADJUSTED  
 ES0836* NAVD 88     -      1863.9    (meters)    6115.     (feet)  VERTCON   
 ES0836  ___________________________________________________________________
 ES0836  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES0836  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ES0836  HORZ ORDER  -  SECOND
 ES0836
 ES0836.The horizontal coordinates were established by classical geodetic methods
 ES0836.and adjusted by the National Geodetic Survey in August 1993.
 ES0836
 ES0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0836
 ES0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0836
 ES0836.The geoid height was determined by GEOID03.
 ES0836
 ES0836;                    North         East     Units Scale Factor Converg.
 ES0836;SPC AZ E     -   376,125.275   222,035.663   MT  0.99990093   +0 03 11.9
 ES0836;SPC AZ E     - 1,234,006.81    728,463.46   iFT  0.99990093   +0 03 11.9
 ES0836;UTM  12      - 3,806,000.295   585,275.737   MT  0.99968963   +0 31 26.5
 ES0836
 ES0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0836!SPC AZ E     -   0.99971126  x   0.99990093  =   0.99961222
 ES0836!UTM  12      -   0.99971126  x   0.99968963  =   0.99940098
 ES0836
 ES0836|---------------------------------------------------------------------|
 ES0836| PID    Reference Object                     Distance      Geod. Az  |
 ES0836|                                                           dddmmss.s |
 ES0836| DZ1185 BUTTE RM 1                           13.374 METERS 08601     |
 ES0836| ES0837 DIVIDE                              APPROX. 6.9 KM 1613650.9 |
 ES0836| DZ1184 BUTTE RM 2                           19.554 METERS 17202     |
 ES0836|---------------------------------------------------------------------|
 ES0836
 ES0836                          SUPERSEDED SURVEY CONTROL
 ES0836
 ES0836  NAD 83(1986)-  34 23 30.82922(N)    110 04 20.33698(W) AD(       ) 2
 ES0836  NGVD 29 (09/20/87) 1863.1    (m)         6113.     (f) VERT ANG    3  
 ES0836
 ES0836.Superseded values are not recommended for survey control.
 ES0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0836.See file dsdata.txt to determine how the superseded data were derived.
 ES0836
 ES0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8527606000(NAD 83)
 ES0836_MARKER: DD = SURVEY DISK
 ES0836_SETTING: 66 = SET IN ROCK OUTCROP
 ES0836_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0836+STABILITY: POSITION/ELEVATION WELL
 ES0836
 ES0836  HISTORY     - Date     Condition        Report By
 ES0836  HISTORY     - 1981     MONUMENTED       AZDT
 ES0836
 ES0836                          STATION DESCRIPTION
 ES0836
 ES0836'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0836'THE STATION IS LOCATED 9.8 MILES NORTHWEST OF SHOW LOW, 1 MILE
 ES0836'SOUTHEAST OF SHUMWAY AND ABOUT 0.4 MILE SOUTHWEST OF STATE ROUTE 77.
 ES0836'IT IS ON TOP OF SHUMWAY BUTTE THE HIGHEST POINT IN THE VICINITY.
 ES0836'
 ES0836'THE STATION MARK IS AN ADOT DISK STAMPED---BUTTE 1981---.  IT IS SET I
 ES0836'DRILL HOLE IN ROCK 4 FEET SOUTHEAST OF THE WITNESS POST.
 ES0836'
 ES0836'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---BUTTE RM 1 1981---.  IT IS
 ES0836'IN A DRILL HOLE IN ROCK.
 ES0836'
 ES0836'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---BUTTE RM 2 1981---.  IT IS
 ES0836'IN A DRILL HOLE IN ROCK.
 ES0836'
 ES0836'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST ON
 ES0836'U.S. HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION OF STATE ROUTE 77.  TURN
 ES0836'LEFT AND TRAVEL NORTHWEST ALONG SR 77 FOR 7.1 MILES TO A ROAD ON THE
 ES0836'LEFT LEADING TO LONE PINE DAM.  TURN LEFT FOR 0.2 MILE TO THE GAS AND
 ES0836'POWERLINE EASEMENT.  TURN RIGHT ALONG GAS LINE FOR 0.25 MILE TO A
 ES0836'FENCE.  TURN LEFT FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND
 ES0836'CONTINUE NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.2 MILE TO A GAS
 ES0836'LINE, JOG LEFT ALONG GAS LINE FOR 1.65 MILES TO 2 GATES.  PASS THROUGH
 ES0836'THE RIGHT GATE AND CONTINUE NORTHWEST ALONG THE GAS LINE FOR 0.25 MILE
 ES0836'TO A TRAIL ROAD ON THE RIGHT.  TURN RIGHT ALONG THE TRAIL ROAD FOR
 ES0836'0.45 MILE TO THE ROCK OUTCROP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0472 ***********************************************************************
 FR0472  DESIGNATION -  BUTTE AZ MK
 FR0472  PID         -  FR0472
 FR0472  STATE/COUNTY-  AZ/YAVAPAI
 FR0472  USGS QUAD   -  YAMPAI SE (1981)
 FR0472
 FR0472                         *CURRENT SURVEY CONTROL
 FR0472  ___________________________________________________________________
 FR0472* NAD 83(1986)-  35 18 10.     (N)    113 01 02.     (W)     SCALED    
 FR0472* NAVD 88     -      1669.142  (meters)    5476.18   (feet)  POSTED    
 FR0472  ___________________________________________________________________
 FR0472  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 FR0472  DYNAMIC HT  -        1666.900 (meters)    5468.82  (feet)  COMP
 FR0472  MODELED GRAV-     979,234.7   (mgal)                       NAVD 88
 FR0472
 FR0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0472
 FR0472.The horizontal coordinates were scaled from a topographic map and have
 FR0472.an estimated accuracy of +/- 6 seconds.
 FR0472
 FR0472.The orthometric height was determined by differential leveling
 FR0472.and adjusted by the  in 1992.
 FR0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0472.rate of 0.0 thru 1.0 mm/km.
 FR0472
 FR0472.The geoid height was determined by GEOID03.
 FR0472
 FR0472.The dynamic height is computed by dividing the NAVD 88
 FR0472.geopotential number by the normal gravity value computed on the
 FR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0472.degrees latitude (g = 980.6199 gals.).
 FR0472
 FR0472.The modeled gravity was interpolated from observed gravity values.
 FR0472
 FR0472;                    North         East    Units  Estimated Accuracy
 FR0472;SPC AZ C     -   477,720.      113,270.      MT  (+/- 180 meters Scaled)
 FR0472
 FR0472                          SUPERSEDED SURVEY CONTROL
 FR0472
 FR0472  NGVD 29 (??/??/92) 1668.216  (m)         5473.14   (f) ADJ UNCH    2 0
 FR0472
 FR0472.Superseded values are not recommended for survey control.
 FR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0472.See file dsdata.txt to determine how the superseded data were derived.
 FR0472
 FR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE165084(NAD 83)
 FR0472_MARKER: DZ = AZIMUTH MARK DISK
 FR0472_SETTING: 66 = SET IN ROCK OUTCROP
 FR0472_SP_SET: ROCK OUTCROP
 FR0472_STAMPING: BUTTE 1962
 FR0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0472+STABILITY: POSITION/ELEVATION WELL
 FR0472
 FR0472  HISTORY     - Date     Condition        Report By
 FR0472  HISTORY     - 1962     MONUMENTED       CGS
 FR0472
 FR0472                          STATION DESCRIPTION
 FR0472
 FR0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0472'8.9 MI E FROM SELIGMAN.
 FR0472'3.0 MILES WEST ALONG THE ATCHISON TOPEKA, AND SANTA FE RAILWAY FROM
 FR0472'ITS STATION AT SELIGMAN, THENCE 5.90 MILES WEST ALONG A GRAVEL ROAD,
 FR0472'SET IN TOP OF A 3 BY 5 ROCK OUTCROP PROJECTING 2 FEET, 36 FEET NORTH
 FR0472'OF THE ROAD, ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0117 ***********************************************************************
 GP0117  DESIGNATION -  BW 10
 GP0117  PID         -  GP0117
 GP0117  STATE/COUNTY-  AZ/COCONINO
 GP0117  USGS QUAD   -  PAGE (1985)
 GP0117
 GP0117                         *CURRENT SURVEY CONTROL
 GP0117  ___________________________________________________________________
 GP0117* NAD 83(1986)-  36 56 08.     (N)    111 29 04.     (W)     SCALED    
 GP0117* NAVD 88     -       965.412  (meters)    3167.36   (feet)  ADJUSTED  
 GP0117  ___________________________________________________________________
 GP0117  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0117  DYNAMIC HT  -         964.314 (meters)    3163.75  (feet)  COMP
 GP0117  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 GP0117
 GP0117  VERT ORDER  -  FIRST     CLASS II
 GP0117
 GP0117.The horizontal coordinates were scaled from a topographic map and have
 GP0117.an estimated accuracy of +/- 6 seconds.
 GP0117
 GP0117.The orthometric height was determined by differential leveling
 GP0117.and adjusted in June 1991.
 GP0117
 GP0117.The geoid height was determined by GEOID03.
 GP0117
 GP0117.The dynamic height is computed by dividing the NAVD 88
 GP0117.geopotential number by the normal gravity value computed on the
 GP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0117.degrees latitude (g = 980.6199 gals.).
 GP0117
 GP0117.The modeled gravity was interpolated from observed gravity values.
 GP0117
 GP0117;                    North         East    Units  Estimated Accuracy
 GP0117;SPC AZ C     -   658,410.      251,860.      MT  (+/- 180 meters Scaled)
 GP0117
 GP0117                          SUPERSEDED SURVEY CONTROL
 GP0117
 GP0117  NGVD 29 (??/??/92)  964.520  (m)         3164.43   (f) ADJ UNCH    1 2
 GP0117
 GP0117.Superseded values are not recommended for survey control.
 GP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0117.See file dsdata.txt to determine how the superseded data were derived.
 GP0117
 GP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568878(NAD 83)
 GP0117_MARKER: DD = SURVEY DISK
 GP0117_SETTING: 66 = SET IN ROCK OUTCROP
 GP0117_SP_SET: SANDSTONE LEDGE
 GP0117_STAMPING: BW 10 1957
 GP0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0117+STABILITY: POSITION/ELEVATION WELL
 GP0117
 GP0117  HISTORY     - Date     Condition        Report By
 GP0117  HISTORY     - 1957     MONUMENTED       BOR
 GP0117  HISTORY     - 1962     GOOD             NGS
 GP0117
 GP0117                          STATION DESCRIPTION
 GP0117
 GP0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0117'IN PAGE.
 GP0117'AT THE POWERPLANT OF THE GLEN CANYON DAM, ON THE WEST WALL OF THE
 GP0117'CANYON, ABOUT 700 FEET SOUTH OF THE AXIS OF THE DAM, ABOUT 170 FEET
 GP0117'NORTH OF THE CENTERLINE OF THE BRIDGE, AND SET IN THE TOP OF A
 GP0117'SANDSTONE LEDGE OF THE WEST WALL OF THE CANYON DOWNSTREAM FROM THE
 GP0117'POWERPLANT.  NOTE-- TO LEVEL TO THIS MARK THE CANYON WALL MUST BE
 GP0117'SCALED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5907 ***********************************************************************
 DJ5907  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5907  DESIGNATION -  BWAY 107
 DJ5907  PID         -  DJ5907
 DJ5907  STATE/COUNTY-  AZ/MARICOPA
 DJ5907  USGS QUAD   -  TOLLESON (1982)
 DJ5907
 DJ5907                         *CURRENT SURVEY CONTROL
 DJ5907  ___________________________________________________________________
 DJ5907* NAD 83(2007)-  33 24 26.05056(N)    112 17 20.64309(W)     ADJUSTED  
 DJ5907* NAVD 88     -       296.85   (meters)     973.9    (feet)  GPS OBS   
 DJ5907  ___________________________________________________________________
 DJ5907  EPOCH DATE  -        2007.00
 DJ5907  X           -  -2,021,546.640 (meters)                     COMP
 DJ5907  Y           -  -4,931,720.171 (meters)                     COMP
 DJ5907  Z           -   3,491,896.896 (meters)                     COMP
 DJ5907  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DJ5907  ELLIP HEIGHT-         266.573 (meters)          (03/21/07) ADJUSTED
 DJ5907  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DJ5907  HORZ ORDER  -  FIRST
 DJ5907  ELLP ORDER  -  FOURTH    CLASS I
 DJ5907
 DJ5907.The horizontal coordinates were established by GPS observations
 DJ5907.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5907
 DJ5907.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5907.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5907.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5907.The epoch date for horizontal control is a decimal equivalence
 DJ5907.of Year/Month/Day.
 DJ5907
 DJ5907.The orthometric height was determined by GPS observations and a
 DJ5907.high-resolution geoid model.
 DJ5907.The orthometric height was determined by GPS observations and a
 DJ5907.high-resolution geoid model using precise GPS observation and
 DJ5907.processing techniques.
 DJ5907
 DJ5907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5907
 DJ5907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5907
 DJ5907.The ellipsoidal height was determined by GPS observations
 DJ5907.and is referenced to NAD 83.
 DJ5907
 DJ5907.The geoid height was determined by GEOID03.
 DJ5907
 DJ5907;                    North         East     Units Scale Factor Converg.
 DJ5907;SPC AZ C     -   266,974.799   178,722.068   MT  0.99991479   -0 12 18.1
 DJ5907;SPC AZ C     -   875,901.57    586,358.49   iFT  0.99991479   -0 12 18.1
 DJ5907;UTM  12      - 3,697,177.166   380,132.911   MT  0.99977714   -0 42 35.4
 DJ5907
 DJ5907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5907!SPC AZ C     -   0.99995815  x   0.99991479  =   0.99987294
 DJ5907!UTM  12      -   0.99995815  x   0.99977714  =   0.99973530
 DJ5907
 DJ5907                          SUPERSEDED SURVEY CONTROL
 DJ5907
 DJ5907.No superseded survey control is available for this station.
 DJ5907
 DJ5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8013397177(NAD 83)
 DJ5907_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5907_STAMPING: BWAY 107 2006
 DJ5907_MARK LOGO: NGS   
 DJ5907_PROJECTION: FLUSH
 DJ5907_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5907+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 DJ5907
 DJ5907  HISTORY     - Date     Condition        Report By
 DJ5907  HISTORY     - 20061114 MONUMENTED       EVANS
 DJ5907
 DJ5907                          STATION DESCRIPTION
 DJ5907
 DJ5907'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5907'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5907'SOUTH ON AVONDALE BOULEVARD 5.88KM TO BROADWAY ROAD.  TRAVEL EAST ON
 DJ5907'BROADWAY ROAD, 1.56KM TO 107TH AVENUE. TRAVEL NORTH ON 107TH AVENUE,
 DJ5907'97M TO CITY OF PHOENIX PUMP STATION DRIVEWAY.  MARK IS A NGS
 DJ5907'HORIZONTAL CONTROL DISK, STAMPED BWAY 107 2006, IN A CONCRETE POST
 DJ5907'LEVEL WITH GROUND.  STATION IS 23M EAST OF THE CENTERLINE OF 107TH
 DJ5907'AVENUE, 3.69M WEST OF THE PUMP STATION BLOCK WALL, 5.94M NORTHWEST OF
 DJ5907'AN ELECTRIC STRUCTURE AND 1.5M WEST OF A CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5911 ***********************************************************************
 DJ5911  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5911  DESIGNATION -  BWAY LITCH
 DJ5911  PID         -  DJ5911
 DJ5911  STATE/COUNTY-  AZ/MARICOPA
 DJ5911  USGS QUAD   -  TOLLESON (1982)
 DJ5911
 DJ5911                         *CURRENT SURVEY CONTROL
 DJ5911  ___________________________________________________________________
 DJ5911* NAD 83(2007)-  33 24 23.90223(N)    112 21 24.35542(W)     ADJUSTED  
 DJ5911* NAVD 88     -       284.07   (meters)     932.0    (feet)  GPS OBS   
 DJ5911  ___________________________________________________________________
 DJ5911  EPOCH DATE  -        2007.00
 DJ5911  X           -  -2,027,382.092 (meters)                     COMP
 DJ5911  Y           -  -4,929,351.964 (meters)                     COMP
 DJ5911  Z           -   3,491,834.576 (meters)                     COMP
 DJ5911  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 DJ5911  ELLIP HEIGHT-         253.739 (meters)          (03/21/07) ADJUSTED
 DJ5911  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DJ5911  HORZ ORDER  -  FIRST
 DJ5911  ELLP ORDER  -  FOURTH    CLASS I
 DJ5911
 DJ5911.The horizontal coordinates were established by GPS observations
 DJ5911.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5911
 DJ5911.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5911.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5911.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5911.The epoch date for horizontal control is a decimal equivalence
 DJ5911.of Year/Month/Day.
 DJ5911
 DJ5911.The orthometric height was determined by GPS observations and a
 DJ5911.high-resolution geoid model.
 DJ5911.The orthometric height was determined by GPS observations and a
 DJ5911.high-resolution geoid model using precise GPS observation and
 DJ5911.processing techniques.
 DJ5911
 DJ5911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5911
 DJ5911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5911
 DJ5911.The ellipsoidal height was determined by GPS observations
 DJ5911.and is referenced to NAD 83.
 DJ5911
 DJ5911.The geoid height was determined by GEOID03.
 DJ5911
 DJ5911;                    North         East     Units Scale Factor Converg.
 DJ5911;SPC AZ C     -   266,933.200   172,424.995   MT  0.99992065   -0 14 32.3
 DJ5911;SPC AZ C     -   875,765.09    565,698.80   iFT  0.99992065   -0 14 32.3
 DJ5911;UTM  12      - 3,697,191.045   373,836.542   MT  0.99979624   -0 44 49.6
 DJ5911
 DJ5911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5911!SPC AZ C     -   0.99996017  x   0.99992065  =   0.99988082
 DJ5911!UTM  12      -   0.99996017  x   0.99979624  =   0.99975641
 DJ5911
 DJ5911                          SUPERSEDED SURVEY CONTROL
 DJ5911
 DJ5911.No superseded survey control is available for this station.
 DJ5911
 DJ5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7383797191(NAD 83)
 DJ5911_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5911_STAMPING: BWAY LITCH 2006
 DJ5911_MARK LOGO: NGS   
 DJ5911_PROJECTION: FLUSH
 DJ5911_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5911+STABILITY: SURFACE MOTION
 DJ5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5911+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5911
 DJ5911  HISTORY     - Date     Condition        Report By
 DJ5911  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5911
 DJ5911                          STATION DESCRIPTION
 DJ5911
 DJ5911'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5911'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5911'SOUTH ON LITCHFIELD ROAD, 5.73KM TO THE CURVE OF BROADWAY ROAD AND THE
 DJ5911'CHAS ROBERTS FACILITY ON THE LEFT (EAST) SIDE OF LITCHFIELD ROAD.
 DJ5911'STATION IS A NGS HORIZONTAL CONTROL DISK, STAMPED BWAY LITCH 2006, IN
 DJ5911'A CONCRETE POST, LEVEL WITH GROUND.  STATION IS DUE SOUTH OF THE WEST
 DJ5911'FACE OF THE CHAS ROBERTS BUILDING, 17.37M SOUTH OF CHAS ROBERTS
 DJ5911'PARKING LOT AT SOUTHERLY TOP OF RETENTION BASIN, 23.24M WEST OF BLOCK
 DJ5911'WALL AND 1.5M WEST OF A CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3554 ***********************************************************************
 AA3554  HT_MOD      -  This is a Height Modernization Survey Station.
 AA3554  SACS        -  This is a Secondary Airport Control Station.
 AA3554  DESIGNATION -  BXK A 1994
 AA3554  PID         -  AA3554
 AA3554  STATE/COUNTY-  AZ/MARICOPA
 AA3554  USGS QUAD   -  BUCKEYE NW (1982)
 AA3554
 AA3554                         *CURRENT SURVEY CONTROL
 AA3554  ___________________________________________________________________
 AA3554* NAD 83(2007)-  33 25 33.93082(N)    112 41 07.53464(W)     ADJUSTED  
 AA3554* NAVD 88     -       310.21   (meters)    1017.7    (feet)  GPS OBS   
 AA3554  ___________________________________________________________________
 AA3554  EPOCH DATE  -        2007.00
 AA3554  X           -  -2,055,174.436 (meters)                     COMP
 AA3554  Y           -  -4,916,564.980 (meters)                     COMP
 AA3554  Z           -   3,493,649.692 (meters)                     COMP
 AA3554  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AA3554  ELLIP HEIGHT-         279.514 (meters)          (02/10/07) ADJUSTED
 AA3554  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AA3554
 AA3554  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3554  Type    PID    Designation                      North   East  Ellip
 AA3554  -------------------------------------------------------------------
 AA3554  NETWORK AA3554 BXK A 1994                        0.39   0.37   1.02
 AA3554  -------------------------------------------------------------------
 AA3554
 AA3554.This mark is at Buckeye Municipal Airport (BXK)
 AA3554
 AA3554.The horizontal coordinates were established by GPS observations
 AA3554.and adjusted by the National Geodetic Survey in February 2007.
 AA3554
 AA3554.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3554.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3554.The horizontal coordinates are valid at the epoch date displayed above.
 AA3554.The epoch date for horizontal control is a decimal equivalence
 AA3554.of Year/Month/Day.
 AA3554
 AA3554.The orthometric height was determined by GPS observations and a
 AA3554.high-resolution geoid model.
 AA3554
 AA3554.GPS derived orthometric heights for airport stations designated as
 AA3554.PACS or SACS are published to 2 decimal places.  This maintains
 AA3554.centimeter relative accuracy between the PACS and SACS.  It does
 AA3554.not indicate centimeter accuracy relative to other marks which are
 AA3554.part of the NAVD 88 network.
 AA3554
 AA3554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3554
 AA3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3554
 AA3554.The ellipsoidal height was determined by GPS observations
 AA3554.and is referenced to NAD 83.
 AA3554
 AA3554.The geoid height was determined by GEOID03.
 AA3554
 AA3554;                    North         East     Units Scale Factor Converg.
 AA3554;SPC AZ C     -   269,268.128   141,870.553   MT  0.99996299   -0 25 24.6
 AA3554;SPC AZ C     -   883,425.62    465,454.57   iFT  0.99996299   -0 25 24.6
 AA3554;UTM  12      - 3,699,794.920   343,306.684   MT  0.99990271   -0 55 43.0
 AA3554
 AA3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3554!SPC AZ C     -   0.99995612  x   0.99996299  =   0.99991911
 AA3554!UTM  12      -   0.99995612  x   0.99990271  =   0.99985883
 AA3554
 AA3554                          SUPERSEDED SURVEY CONTROL
 AA3554
 AA3554  ELLIP H (01/12/01)  279.517  (m)                       GP(       ) 4 1
 AA3554  NAD 83(1992)-  33 25 33.92984(N)    112 41 07.53427(W) AD(       ) B
 AA3554  ELLIP H (12/30/94)  279.569  (m)                       GP(       ) 4 1
 AA3554  NGVD 29 (12/30/94)  309.58   (m)         1015.7    (f) LEVELING    3  
 AA3554
 AA3554.Superseded values are not recommended for survey control.
 AA3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3554.See file dsdata.txt to determine how the superseded data were derived.
 AA3554
 AA3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4330799795(NAD 83)
 AA3554_MARKER: DD = SURVEY DISK
 AA3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3554_STAMPING: BXK A 1994
 AA3554_MARK LOGO: NOS   
 AA3554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3554+STABILITY: SURFACE MOTION
 AA3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3554+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2000
 AA3554
 AA3554  HISTORY     - Date     Condition        Report By
 AA3554  HISTORY     - 1994     MONUMENTED       NOS
 AA3554  HISTORY     - 19940615 GOOD             NGS
 AA3554  HISTORY     - 19980929 GOOD             AZ-013
 AA3554  HISTORY     - 20000310 GOOD             MCDOT
 AA3554
 AA3554                          STATION DESCRIPTION
 AA3554
 AA3554'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AA3554'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF TONOPAH, 8.0 MI
 AA3554'(12.9 KM) NORTH OF PALO VERDE, 8.0 MI (12.9 KM) WEST OF BUCKEYE, AT
 AA3554'THE BUCKEYE MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN RUNWAY 17 AND THE
 AA3554'NORTH-SOUTH PARALLEL TAXIWAY AND NEAR RUNWAY END 17.  FOR ACCESS
 AA3554'CONTACT THE AIRPORT MANAGER, RT.2, BOX 351, BUCKEYE, AZ 85326.  PHONE
 AA3554'(602) 386-3353. TO REACH THE STATION FROM INTERSTATE 10 AND PALO VERDE
 AA3554'ROAD (EXIT 109) ABOUT 8.0 MI (12.9 KM) WEST OF BUCKEYE, GO SOUTH ON
 AA3554'PALO VERDE ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT ENTRANCE ROAD ON
 AA3554'THE RIGHT, TURN RIGHT, WESTERLY ON ASPHALT ROAD FOR 0.45 MI (0.72 KM)
 AA3554'TO THE INTERSECTION OF AN NORTH-SOUTH PARALLEL TAXIWAY.  TURN RIGHT,
 AA3554'NORTHERLY ON PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AA3554'THE LEFT. THE STATION IS LOCATED 206.3 FT (62.9 M) NORTHEAST OF THE
 AA3554'FIRST RUNWAY LIGHT (SHOWS WHITE) SOUTH OF RUNWAY END 17 AND ON THE
 AA3554'EAST EDGE OF THE RUNWAY, 202.9 FT (61.8 M) EAST OF THE CENTERLINE OF
 AA3554'RUNWAY 17, 147.6 FT (45.0 M) SOUTH OF THE CENTERLINE OF THE TAXIWAY
 AA3554'LEADING TO RUNWAY END 17 AND 117.7 FT (35.9 M) SOUTH OF A TAXIWAY
 AA3554'LIGHT (SHOWS BLUE) AND ON LINE WITH THE FIRST SET OF TAXIWAY LIGHTS
 AA3554'EAST OF THE RUN UP AREA.
 AA3554
 AA3554                          STATION RECOVERY (1994)
 AA3554
 AA3554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3554'THE STATION IS LOCATED AT THE BUCKEYE MUNI AIRPORT NEAR THE NORTH END
 AA3554'OF THE RUNWAY.  IT IS 202.9 FT (61.8 M) EAST OF THE CENTERLINE OF THE
 AA3554'RUNWAY, 206.3 FT (62.9 M) NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTH OF
 AA3554'THE NORTH END OF THE RUNWAY, 117.7 FT (35.9 M) SOUTH OF A TAXIWAY
 AA3554'LIGHT AND ON LINE WITH THE FIRST SET OF TAXIWAY LIGHTS EAST OF THE
 AA3554'RUNUP AREA, AND 147.6 FT (45.0 M) SOUTH OF THE CENTERLINE OF THE
 AA3554'TAXIWAY.  THE STATION IS AN NOS DISK SET IN THE TOP OF A CONCRETE POST
 AA3554'SET FLUSH WITH THE GROUND.  THE DISK IS STAMPED BXK A 1994.
 AA3554
 AA3554                          STATION RECOVERY (1998)
 AA3554
 AA3554'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 AA3554'RECOVERED AS DESCRIBED.  GENERAL STATION LOCATION NEAR BUCKEYE,
 AA3554'ARIZONA.  RECOVERED AS DESCRIBED.
 AA3554
 AA3554                          STATION RECOVERY (2000)
 AA3554
 AA3554'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AA3554'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3555 ***********************************************************************
 AA3555  PACS        -  This is a Primary Airport Control Station.
 AA3555  DESIGNATION -  BXK B 1994
 AA3555  PID         -  AA3555
 AA3555  STATE/COUNTY-  AZ/MARICOPA
 AA3555  USGS QUAD   -  BUCKEYE NW (1982)
 AA3555
 AA3555                         *CURRENT SURVEY CONTROL
 AA3555  ___________________________________________________________________
 AA3555* NAD 83(2007)-  33 25 16.24275(N)    112 41 13.14260(W)     ADJUSTED  
 AA3555* NAVD 88     -       306.39   (+/-2cm)    1005.2    (feet)  VERTCON   
 AA3555  ___________________________________________________________________
 AA3555  EPOCH DATE  -        2007.00
 AA3555  X           -  -2,055,422.656 (meters)                     COMP
 AA3555  Y           -  -4,916,783.112 (meters)                     COMP
 AA3555  Z           -   3,493,192.737 (meters)                     COMP
 AA3555  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 AA3555  ELLIP HEIGHT-         275.686 (meters)          (02/10/07) ADJUSTED
 AA3555  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AA3555
 AA3555  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3555  Type    PID    Designation                      North   East  Ellip
 AA3555  -------------------------------------------------------------------
 AA3555  NETWORK AA3555 BXK B 1994                        0.88   0.78   5.47
 AA3555  -------------------------------------------------------------------
 AA3555  VERT ORDER  -  THIRD ? (See Below)
 AA3555
 AA3555.This mark is at Buckeye Municipal Airport (BXK)
 AA3555
 AA3555.The horizontal coordinates were established by GPS observations
 AA3555.and adjusted by the National Geodetic Survey in February 2007.
 AA3555
 AA3555.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3555.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3555.The horizontal coordinates are valid at the epoch date displayed above.
 AA3555.The epoch date for horizontal control is a decimal equivalence
 AA3555.of Year/Month/Day.
 AA3555
 AA3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3555
 AA3555.GPS derived orthometric heights for airport stations designated as
 AA3555.PACS or SACS are published to 2 decimal places.  This maintains
 AA3555.centimeter relative accuracy between the PACS and SACS.  It does
 AA3555.not indicate centimeter accuracy relative to other marks which are
 AA3555.part of the NAVD 88 network.
 AA3555.The vertical order pertains to the NGVD 29 superseded value.
 AA3555
 AA3555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3555
 AA3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3555
 AA3555.The ellipsoidal height was determined by GPS observations
 AA3555.and is referenced to NAD 83.
 AA3555
 AA3555.The geoid height was determined by GEOID03.
 AA3555
 AA3555;                    North         East     Units Scale Factor Converg.
 AA3555;SPC AZ C     -   268,724.285   141,721.652   MT  0.99996325   -0 25 27.5
 AA3555;SPC AZ C     -   881,641.35    464,966.05   iFT  0.99996325   -0 25 27.5
 AA3555;UTM  12      - 3,699,252.444   343,153.003   MT  0.99990331   -0 55 45.7
 AA3555
 AA3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3555!SPC AZ C     -   0.99995672  x   0.99996325  =   0.99991997
 AA3555!UTM  12      -   0.99995672  x   0.99990331  =   0.99986004
 AA3555
 AA3555                          SUPERSEDED SURVEY CONTROL
 AA3555
 AA3555  ELLIP H (01/12/01)  275.704  (m)                       GP(       ) 4 1
 AA3555  NAD 83(1992)-  33 25 16.24168(N)    112 41 13.14213(W) AD(       ) B
 AA3555  ELLIP H (12/30/94)  275.756  (m)                       GP(       ) 4 1
 AA3555  NGVD 29 (12/30/94)  305.75   (m)         1003.1    (f) LEVELING    3  
 AA3555
 AA3555.Superseded values are not recommended for survey control.
 AA3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3555.See file dsdata.txt to determine how the superseded data were derived.
 AA3555
 AA3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4315399252(NAD 83)
 AA3555_MARKER: DD = SURVEY DISK
 AA3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3555_STAMPING: BXK B 1994
 AA3555_MARK LOGO: NOS   
 AA3555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3555+STABILITY: SURFACE MOTION
 AA3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3555+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2003
 AA3555
 AA3555  HISTORY     - Date     Condition        Report By
 AA3555  HISTORY     - 1994     MONUMENTED       NOS
 AA3555  HISTORY     - 19940615 GOOD             NGS
 AA3555  HISTORY     - 20031114 GOOD             INDIV
 AA3555
 AA3555                          STATION DESCRIPTION
 AA3555
 AA3555'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AA3555'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF TONOPAH, 8.0 MI
 AA3555'(12.9 KM) NORTH OF PALO VERDE, 8.0 MI (12.9 KM) WEST OF BUCKEYE, AT
 AA3555'THE BUCKEYE MUNICIPAL AIRPORT NEAR MID-FIELD, NORTH OF RUNWAY 17-35.
 AA3555'FOR ACCESS CONTACT THE AIRPORT MANAGER, RT.2, BOX 351, BUCKEYE, AZ
 AA3555'85326.  PHONE (602) 386-3353. TO REACH THE STATION FROM INTERSTATE 10
 AA3555'AND PALO VERDE ROAD (EXIT 109) ABOUT 8.0 MI (12.9 KM) WEST OF BUCKEYE,
 AA3555'GO SOUTH ON PALO VERDE ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT
 AA3555'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, WESTERLY ON ASPHALT ROAD FOR
 AA3555'0.45 MI (0.72 KM) TO THE INTERSECTION OF AN NORTH-SOUTH PARALLEL
 AA3555'TAXIWAY.  CONTINUE WESTERLY ON CONNECTING TAXIWAY FOR 0.1 MI (0.2 KM)
 AA3555'THE EAST EDGE OF RUNWAY 17-35, CROSS RUNWAY 17-35 CONTINUE WESTERLY
 AA3555'FOR ABOUT 200.0 FT (61.0 M) TO THE STATION ON THE RIGHT. THE STATION
 AA3555'IS LOCATED 212.2 FT (64.7 M) WEST OF THE CENTERLINE OF RUNWAY 17-35,
 AA3555'192.6 FT (58.7 M) NORTHWEST OF A RUNWAY LIGHT THAT IS ON THE EXTENDED
 AA3555'CENTERLINE OF THE CONNECTING TAXIWAY, 191.1 FT (58.2 M) SOUTHWEST OF
 AA3555'THE FIRST RUNWAY LIGHT NORTH OF THE TAXIWAY AND ON THE WEST SIDE OF
 AA3555'THE RUNWAY AND 115.5 FT (35.2 M) NORTH-NORTHEAST OF THE WINDSOCK POLE
 AA3555'THATS ON THE EXTENDED CENTERLINE OF THE CONNECTING TAXIWAY.
 AA3555
 AA3555                          STATION RECOVERY (1994)
 AA3555
 AA3555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3555'THE STATION IS LOCATED AT THE BUCKEYE MUNI AIRPORT NEAR MID-FIELD.  IT
 AA3555'IS 212.2 FT (64.7 M) WEST OF THE CENTERLINE OF THE RUNWAY, 192.6 FT
 AA3555'(58.7 M) NORTHWEST OF THE RUNWAY LIGHT THAT IS ON THE EXTENDED
 AA3555'CENTERLINE OF THE MID-FIELD PERPENDICULAR TAXIWAY, 191.1 FT (58.2 M)
 AA3555'SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTH OF THE TAXIWAY, AND 115.5 FT
 AA3555'(35.2 M) NORTH-NORTHEAST OF THE WINDSOCK POLE THAT IS ON THE EXTENDED
 AA3555'CENTERLINE OF THE MIDFIELD TAXIWAY.  THE STATION IS AN NOS DISK SET IN
 AA3555'THE TOP OF A CONCRETE POST THAT PROJECTS 0.1 FT (3.0 CM) ABOVE THE
 AA3555'GROUND.  THE DISK IS STAMPED BXK B 1994.
 AA3555
 AA3555                          STATION RECOVERY (2003)
 AA3555
 AA3555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BSF)
 AA3555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3556 ***********************************************************************
 AA3556  SACS        -  This is a Secondary Airport Control Station.
 AA3556  DESIGNATION -  BXK C 1994
 AA3556  PID         -  AA3556
 AA3556  STATE/COUNTY-  AZ/MARICOPA
 AA3556  USGS QUAD   -  BUCKEYE NW (1982)
 AA3556
 AA3556                         *CURRENT SURVEY CONTROL
 AA3556  ___________________________________________________________________
 AA3556* NAD 83(2007)-  33 24 55.70750(N)    112 41 08.92153(W)     ADJUSTED  
 AA3556* NAVD 88     -       302.71   (+/-2cm)     993.1    (feet)  VERTCON   
 AA3556  ___________________________________________________________________
 AA3556  EPOCH DATE  -        2007.00
 AA3556  X           -  -2,055,455.240 (meters)                     COMP
 AA3556  Y           -  -4,917,143.828 (meters)                     COMP
 AA3556  Z           -   3,492,662.611 (meters)                     COMP
 AA3556  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AA3556  ELLIP HEIGHT-         271.994 (meters)          (02/10/07) ADJUSTED
 AA3556  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AA3556
 AA3556  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3556  Type    PID    Designation                      North   East  Ellip
 AA3556  -------------------------------------------------------------------
 AA3556  NETWORK AA3556 BXK C 1994                        0.88   0.78   5.47
 AA3556  -------------------------------------------------------------------
 AA3556  VERT ORDER  -  THIRD ? (See Below)
 AA3556
 AA3556.This mark is at Buckeye Municipal Airport (BXK)
 AA3556
 AA3556.The horizontal coordinates were established by GPS observations
 AA3556.and adjusted by the National Geodetic Survey in February 2007.
 AA3556
 AA3556.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3556.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3556.The horizontal coordinates are valid at the epoch date displayed above.
 AA3556.The epoch date for horizontal control is a decimal equivalence
 AA3556.of Year/Month/Day.
 AA3556
 AA3556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3556
 AA3556.GPS derived orthometric heights for airport stations designated as
 AA3556.PACS or SACS are published to 2 decimal places.  This maintains
 AA3556.centimeter relative accuracy between the PACS and SACS.  It does
 AA3556.not indicate centimeter accuracy relative to other marks which are
 AA3556.part of the NAVD 88 network.
 AA3556.The vertical order pertains to the NGVD 29 superseded value.
 AA3556
 AA3556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3556
 AA3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3556
 AA3556.The ellipsoidal height was determined by GPS observations
 AA3556.and is referenced to NAD 83.
 AA3556
 AA3556.The geoid height was determined by GEOID03.
 AA3556
 AA3556;                    North         East     Units Scale Factor Converg.
 AA3556;SPC AZ C     -   268,090.851   141,826.020   MT  0.99996307   -0 25 24.9
 AA3556;SPC AZ C     -   879,563.16    465,308.46   iFT  0.99996307   -0 25 24.9
 AA3556;UTM  12      - 3,698,618.152   343,251.778   MT  0.99990292   -0 55 42.9
 AA3556
 AA3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3556!SPC AZ C     -   0.99995730  x   0.99996307  =   0.99992037
 AA3556!UTM  12      -   0.99995730  x   0.99990292  =   0.99986022
 AA3556
 AA3556                          SUPERSEDED SURVEY CONTROL
 AA3556
 AA3556  ELLIP H (01/12/01)  272.014  (m)                       GP(       ) 4 1
 AA3556  NAD 83(1992)-  33 24 55.70643(N)    112 41 08.92104(W) AD(       ) B
 AA3556  ELLIP H (12/30/94)  272.067  (m)                       GP(       ) 4 1
 AA3556  NGVD 29 (12/30/94)  302.07   (m)          991.0    (f) LEVELING    3  
 AA3556
 AA3556.Superseded values are not recommended for survey control.
 AA3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3556.See file dsdata.txt to determine how the superseded data were derived.
 AA3556
 AA3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4325298618(NAD 83)
 AA3556_MARKER: DD = SURVEY DISK
 AA3556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3556_STAMPING: BXK C 1994
 AA3556_MARK LOGO: NOS   
 AA3556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3556+STABILITY: SURFACE MOTION
 AA3556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3556+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3556
 AA3556  HISTORY     - Date     Condition        Report By
 AA3556  HISTORY     - 1994     MONUMENTED       NOS
 AA3556  HISTORY     - 19940615 GOOD             NGS
 AA3556
 AA3556                          STATION DESCRIPTION
 AA3556
 AA3556'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AA3556'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF TONOPAH, 8.0 MI
 AA3556'(12.9 KM) NORTH OF PALO VERDE, 8.0 MI (12.9 KM) WEST OF BUCKEYE, AT
 AA3556'THE BUCKEYE MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN RUNWAY 35 AND THE
 AA3556'NORTH-SOUTH PARALLEL TAXIWAY AND NEAR RUNWAY END 35.  FOR ACCESS
 AA3556'CONTACT THE AIRPORT MANAGER, RT.2, BOX 351, BUCKEYE, AZ 85326.  PHONE
 AA3556'(602) 386-3353. TO REACH THE STATION FROM INTERSTATE 10 AND PALO VERDE
 AA3556'ROAD (EXIT 109) ABOUT 8.0 MI (12.9 KM) WEST OF BUCKEYE, GO SOUTH ON
 AA3556'PALO VERDE ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT ENTRANCE ROAD ON
 AA3556'THE RIGHT, TURN RIGHT, WESTERLY ON ASPHALT ROAD FOR 0.45 MI (0.72 KM)
 AA3556'TO THE INTERSECTION OF AN NORTH-SOUTH PARALLEL TAXIWAY.  TURN LEFT,
 AA3556'SOUTHERLY ON PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AA3556'THE RIGHT. THE STATION IS LOCATED 214.9 FT (65.5 M) EAST OF THE
 AA3556'CENTERLINE OF RUNWAY 35, 167.2 FT (51.0 M) EAST OF THE FIRST RUNWAY
 AA3556'LIGHT (SHOWS WHITE)NORTH OF RUNWAY END 35 AND ON THE EAST SIDE OF THE
 AA3556'RUNWAY, 57.O FT NORTH OF THE SECOND TAXIWAY LIGHT (SHOWS BLUE) EAST OF
 AA3556'THE HOLD BAR FOR RUNWAY END 35.
 AA3556
 AA3556                          STATION RECOVERY (1994)
 AA3556
 AA3556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3556'THE STATION IS LOCATED NEAR THE SOUTH END OF THE RUNWAY AT THE BUCKEYE
 AA3556'MUNI AIRPORT.  IT IS 214.9 FT (65.5 M) EAST OF THE CENTERLINE OF THE
 AA3556'RUNWAY, 167.2 FT (51.0 M) EAST OF THE FIRST RUNWAY LIGHT NORTH OF THE
 AA3556'SOUTH END OF THE RUNWAY, AND 57.0 FT (17.4 M) NORTH OF A TAXIWAY
 AA3556'LIGHT.  IT IS ALSO ON LINE WITH THE FIRST SET OF RUNWAY LIGHTS AND THE
 AA3556'SECOND SET OF TAXIWAY LIGHTS EAST OF THE HOLD BAR.  THE STATION IS A
 AA3556'NOS DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE
 AA3556'DISK IS STAMPED BXK C 1994.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1161 ***********************************************************************
 CG1161  DESIGNATION -  BY PASS
 CG1161  PID         -  CG1161
 CG1161  STATE/COUNTY-  AZ/COCHISE
 CG1161  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1161
 CG1161                         *CURRENT SURVEY CONTROL
 CG1161  ___________________________________________________________________
 CG1161* NAD 83(1992)-  31 34 10.86363(N)    110 15 49.67341(W)     ADJUSTED  
 CG1161* NAVD 88     -      1363.0    (meters)    4472.     (feet)  VERTCON   
 CG1161  ___________________________________________________________________
 CG1161  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CG1161  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG1161  HORZ ORDER  -  SECOND
 CG1161
 CG1161.The horizontal coordinates were established by classical geodetic methods
 CG1161.and adjusted by the National Geodetic Survey in August 1993.
 CG1161
 CG1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1161
 CG1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1161
 CG1161.The geoid height was determined by GEOID03.
 CG1161
 CG1161;                    North         East     Units Scale Factor Converg.
 CG1161;SPC AZ E     -    63,161.172   204,140.053   MT  0.99990105   -0 03 03.1
 CG1161;SPC AZ E     -   207,221.69    669,750.83   iFT  0.99990105   -0 03 03.1
 CG1161;UTM  12      - 3,492,975.053   569,861.878   MT  0.99966020   +0 23 07.6
 CG1161
 CG1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1161!SPC AZ E     -   0.99979042  x   0.99990105  =   0.99969149
 CG1161!UTM  12      -   0.99979042  x   0.99966020  =   0.99945069
 CG1161
 CG1161|---------------------------------------------------------------------|
 CG1161| PID    Reference Object                     Distance      Geod. Az  |
 CG1161|                                                           dddmmss.s |
 CG1161| CS6094 BY PASS RM 1                          8.990 METERS 08826     |
 CG1161| CS6095 BY PASS RM 2                          9.288 METERS 26746     |
 CG1161|---------------------------------------------------------------------|
 CG1161
 CG1161                          SUPERSEDED SURVEY CONTROL
 CG1161
 CG1161  NAD 83(1986)-  31 34 10.85548(N)    110 15 49.66509(W) AD(       ) 2
 CG1161  NGVD 29 (06/28/91) 1362.1    (m)         4469.     (f) VERT ANG    3  
 CG1161
 CG1161.Superseded values are not recommended for survey control.
 CG1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1161.See file dsdata.txt to determine how the superseded data were derived.
 CG1161
 CG1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6986292975(NAD 83)
 CG1161_MARKER: DS = TRIANGULATION STATION DISK
 CG1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1161+STABILITY: SURFACE MOTION
 CG1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1161+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 CG1161
 CG1161  HISTORY     - Date     Condition        Report By
 CG1161  HISTORY     - 1986     MONUMENTED       AZDT
 CG1161  HISTORY     - 19981001 GOOD             USPSQD
 CG1161  HISTORY     - 20030428 GOOD             NGS
 CG1161
 CG1161                          STATION DESCRIPTION
 CG1161
 CG1161'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1161'THE STATION IS LOCATED 1-1/4 MILES NORTHEAST OF SIERRA VISTA ALONG THE
 CG1161'EAST SIDE OF STATE ROUTE 90.
 CG1161'
 CG1161'THE STATION MARK IS AN AZDT DISK STAMPED---BY PASS 1986---.  IT IS SET
 CG1161'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 93 FEET SOUTHEAST OF
 CG1161'THE CORNER OF A CHAIN LINK FENCE, 80 FEET NORTH OF THE CENTER LINE OF
 CG1161'THE HIGHWAY AND 20 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 CG1161'
 CG1161'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---BY PASS RM 1 1986---.  IT
 CG1161'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 81 FEET NORTH OF
 CG1161'THE CENTERLINE OF THE HIGHWAY AND 18 FEET SOUTH OF THE RIGHT OF WAY
 CG1161'FENCE.
 CG1161'
 CG1161'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---BY PASS RM 2 1986---.  IT
 CG1161'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 81 FEET NORTH OF
 CG1161'THE CENTERLINE OF THE HIGHWAY AND 20 FEET SOUTH OF THE RIGHT OF WAY
 CG1161'FENCELINE.
 CG1161'
 CG1161'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1161'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN LEFT AND
 CG1161'TRAVEL NORTH ALONG SR 90 FOR 1.4 MILES TO MILE POST 320.25 AND THE
 CG1161'STATION ON THE RIGHT.
 CG1161
 CG1161                          STATION RECOVERY (1998)
 CG1161
 CG1161'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1161'RECOVERED IN GOOD CONDITION.
 CG1161
 CG1161                          STATION RECOVERY (2003)
 CG1161
 CG1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0588 ***********************************************************************
 GR0588  DESIGNATION -  C
 GR0588  PID         -  GR0588
 GR0588  STATE/COUNTY-  AZ/MOHAVE
 GR0588  USGS QUAD   -  HOOVER DAM (1997)
 GR0588
 GR0588                         *CURRENT SURVEY CONTROL
 GR0588  ___________________________________________________________________
 GR0588* NAD 83(1986)-  36 00 56.     (N)    114 44 12.     (W)     SCALED    
 GR0588* NAVD 88     -       376.402  (meters)    1234.91   (feet)  ADJUSTED  
 GR0588  ___________________________________________________________________
 GR0588  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0588  DYNAMIC HT  -         376.033 (meters)    1233.70  (feet)  COMP
 GR0588  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 GR0588
 GR0588  VERT ORDER  -  FIRST     CLASS I
 GR0588
 GR0588.The horizontal coordinates were scaled from a topographic map and have
 GR0588.an estimated accuracy of +/- 6 seconds.
 GR0588
 GR0588.The orthometric height was determined by differential leveling
 GR0588.and adjusted in June 1991.
 GR0588
 GR0588.The geoid height was determined by GEOID03.
 GR0588
 GR0588.The dynamic height is computed by dividing the NAVD 88
 GR0588.geopotential number by the normal gravity value computed on the
 GR0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0588.degrees latitude (g = 980.6199 gals.).
 GR0588
 GR0588.The modeled gravity was interpolated from observed gravity values.
 GR0588
 GR0588;                    North         East    Units  Estimated Accuracy
 GR0588;SPC AZ W     -   556,710.      124,420.      MT  (+/- 180 meters Scaled)
 GR0588
 GR0588                          SUPERSEDED SURVEY CONTROL
 GR0588
 GR0588  NGVD 29 (??/??/92)  375.685  (m)         1232.56   (f) ADJ UNCH    1 1
 GR0588
 GR0588.Superseded values are not recommended for survey control.
 GR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0588.See file dsdata.txt to determine how the superseded data were derived.
 GR0588
 GR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039880(NAD 83)
 GR0588_MARKER: DS = TRIANGULATION STATION DISK
 GR0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0588_SP_SET: SIDEWALK
 GR0588_STAMPING: C 1935
 GR0588_MARK LOGO: CGS   
 GR0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0588
 GR0588  HISTORY     - Date     Condition        Report By
 GR0588  HISTORY     - 1935     MONUMENTED       CGS
 GR0588  HISTORY     - 1950     GOOD             NGS
 GR0588  HISTORY     - 1963     GOOD             NGS
 GR0588  HISTORY     - 1981     GOOD             NGS
 GR0588  HISTORY     - 1990     GOOD             USPSQD
 GR0588  HISTORY     - 1990     GOOD             USPSQD
 GR0588
 GR0588                          STATION DESCRIPTION
 GR0588
 GR0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0588'IN HOOVER DAM.
 GR0588'ON TOP OF HOOVER DAM, ABOUT 100 YARDS SOUTHEAST OF THE CENTER, ABOUT
 GR0588'105 YARDS NORTH OF THE SOUTHEAST (ARIZONA) END, NEAR THE NORTHEAST
 GR0588'CORNER OF BLOCK E, 2.5 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 GR0588'BRIDGE TO THE ARIZONA INTAKE TOWERS, IN THE TOP OF THE EAST CONCRETE
 GR0588'SIDEWALK, AND 2.0 FEET WEST OF THE EAST CONCRETE GUARD RAIL.
 GR0588
 GR0588                          STATION RECOVERY (1963)
 GR0588
 GR0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0588'RECOVERED IN GOOD CONDITION.
 GR0588
 GR0588                          STATION RECOVERY (1981)
 GR0588
 GR0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0588'RECOVERED IN GOOD CONDITION.
 GR0588
 GR0588                          STATION RECOVERY (1990)
 GR0588
 GR0588'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0588'RECOVERED IN GOOD CONDITION.
 GR0588
 GR0588                          STATION RECOVERY (1990)
 GR0588
 GR0588'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0560 ***********************************************************************
 CG0560  DESIGNATION -  C
 CG0560  PID         -  CG0560
 CG0560  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0560  USGS QUAD   -  AMADO (1981)
 CG0560
 CG0560                         *CURRENT SURVEY CONTROL
 CG0560  ___________________________________________________________________
 CG0560* NAD 83(1986)-  31 42 48.     (N)    111 03 51.     (W)     SCALED    
 CG0560* NAVD 88     -       939.88   (+/-2cm)    3083.6    (feet)  VERTCON   
 CG0560  ___________________________________________________________________
 CG0560  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0560  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0560
 CG0560.The horizontal coordinates were scaled from a topographic map and have
 CG0560.an estimated accuracy of +/- 6 seconds.
 CG0560
 CG0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0560.The vertical order pertains to the NGVD 29 superseded value.
 CG0560
 CG0560.The geoid height was determined by GEOID03.
 CG0560
 CG0560;                    North         East    Units  Estimated Accuracy
 CG0560;SPC AZ C     -    79,400.      294,160.      MT  (+/- 180 meters Scaled)
 CG0560
 CG0560                          SUPERSEDED SURVEY CONTROL
 CG0560
 CG0560  NGVD 29 (??/??/92)  939.082  (m)         3080.97   (f) ADJ UNCH    1 2
 CG0560
 CG0560.Superseded values are not recommended for survey control.
 CG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0560.See file dsdata.txt to determine how the superseded data were derived.
 CG0560
 CG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA939086(NAD 83)
 CG0560_MARKER: DD = SURVEY DISK
 CG0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0560_SP_SET: CULVERT
 CG0560_STAMPING: C 3081.08 1532+81.35 1953
 CG0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0560
 CG0560  HISTORY     - Date     Condition        Report By
 CG0560  HISTORY     - 1953     MONUMENTED       AZHD
 CG0560  HISTORY     - 1959     GOOD             NGS
 CG0560  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0560  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0560
 CG0560                          STATION DESCRIPTION
 CG0560
 CG0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0560'0.75 MI S FROM AMADO.
 CG0560'0.75 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0560'AT A DOUBLE CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE WEST
 CG0560'HEADWALL, 125 FEET NORTH OF THE JUNCTION OF A GRAVELED ROAD LEADING
 CG0560'WEST, 26 FEET WEST OF THE CENTER OF THE HIGHWAY, AND ABOUT 1 FOOT
 CG0560'LOWER THAN THE HIGHWAY.
 CG0560
 CG0560                          STATION RECOVERY (1979)
 CG0560
 CG0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0560'MARK NOT FOUND.
 CG0560
 CG0560                          STATION RECOVERY (1980)
 CG0560
 CG0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0560'NOT RECOVERED INTERSTATE HIGHWAY I-19 CROSSED OLD HIGHWAY 89 AT
 CG0560'THE POINT OF DESCRIBED LOCATION, MARK BELIEVED DESTORYED..
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1849 ***********************************************************************
 GR1849  DESIGNATION -  C
 GR1849  PID         -  GR1849
 GR1849  STATE/COUNTY-  AZ/MOHAVE
 GR1849  USGS QUAD   -  HOOVER DAM (1997)
 GR1849
 GR1849                         *CURRENT SURVEY CONTROL
 GR1849  ___________________________________________________________________
 GR1849* NAD 83(1992)-  36 00 55.98397(N)    114 44 12.35356(W)     ADJUSTED  
 GR1849* NAVD 88     -       376.40   (+/-2cm)    1234.9    (feet)  VERTCON   
 GR1849  ___________________________________________________________________
 GR1849  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 GR1849  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1849  HORZ ORDER  -  SECOND
 GR1849  VERT ORDER  -  THIRD ? (See Below)
 GR1849
 GR1849.The horizontal coordinates were established by classical geodetic methods
 GR1849.and adjusted by the National Geodetic Survey in August 1993.
 GR1849
 GR1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1849.The vertical order pertains to the NGVD 29 superseded value.
 GR1849
 GR1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1849
 GR1849.The geoid height was determined by GEOID03.
 GR1849
 GR1849;                    North         East     Units Scale Factor Converg.
 GR1849;SPC AZ W     -   556,707.204   124,411.672   MT  1.00003079   -0 34 48.9
 GR1849;SPC AZ W     - 1,826,467.20    408,174.78   iFT  1.00003079   -0 34 48.9
 GR1849;SPC NV E     - 8,140,727.333   276,307.978   MT  0.99997173   +0 29 52.1
 GR1849;SPC NV E     -26,708,369.59    906,520.42   sFT  0.99997173   +0 29 52.1
 GR1849;UTM  11      - 3,988,042.637   703,956.452   MT  1.00011259   +1 19 52.5
 GR1849
 GR1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1849!SPC AZ W     -   0.99994536  x   1.00003079  =   0.99997615
 GR1849!SPC NV E     -   0.99994536  x   0.99997173  =   0.99991709
 GR1849!UTM  11      -   0.99994536  x   1.00011259  =   1.00005795
 GR1849
 GR1849                          SUPERSEDED SURVEY CONTROL
 GR1849
 GR1849  NAD 83(1986)-  36 00 55.97220(N)    114 44 12.34288(W) AD(       ) 2
 GR1849  NAD 27      -  36 00 56.04000(N)    114 44 09.40600(W) AD(       ) 2
 GR1849  NGVD 29 (07/19/86)  375.69   (m)         1232.6    (f) LEVELING    3  
 GR1849
 GR1849.Superseded values are not recommended for survey control.
 GR1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1849.See file dsdata.txt to determine how the superseded data were derived.
 GR1849
 GR1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0395688043(NAD 83)
 GR1849_MARKER: DS = TRIANGULATION STATION DISK
 GR1849_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GR1849+WITH SETTING: PAVEMENT
 GR1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1849+STABILITY: SURFACE MOTION
 GR1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1849+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 GR1849
 GR1849  HISTORY     - Date     Condition        Report By
 GR1849  HISTORY     - 1935     MONUMENTED       BOR
 GR1849  HISTORY     - 1990     GOOD             USPSQD
 GR1849  HISTORY     - 20010411 GOOD             USPSQD
 GR1849
 GR1849                          STATION DESCRIPTION
 GR1849
 GR1849'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1849'STATION IS A STANDARD USC AND GS STATION DISK MARKED C 1935
 GR1849'AND SET FLUSH WITH THE SIDEWALK.  THE STATION IS LOCATED ON
 GR1849'THE UPSTREAM SIDEWALK OF HOOVER DAM APPROXIMATELY 825 FEET
 GR1849'TOWARDS ARIZONA FROM THE NEVADA END OF THE DAM.
 GR1849
 GR1849                          STATION RECOVERY (1990)
 GR1849
 GR1849'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1849'RECOVERED IN GOOD CONDITION.
 GR1849
 GR1849                          STATION RECOVERY (2001)
 GR1849
 GR1849'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMC)
 GR1849'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0508 ***********************************************************************
 FR0508  DESIGNATION -  C 1
 FR0508  PID         -  FR0508
 FR0508  STATE/COUNTY-  AZ/MOHAVE
 FR0508  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0508
 FR0508                         *CURRENT SURVEY CONTROL
 FR0508  ___________________________________________________________________
 FR0508* NAD 83(1986)-  35 14 54.     (N)    113 58 37.     (W)     SCALED    
 FR0508* NAVD 88     -      1029.544  (meters)    3377.76   (feet)  ADJUSTED  
 FR0508  ___________________________________________________________________
 FR0508  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FR0508  DYNAMIC HT  -        1028.324 (meters)    3373.76  (feet)  COMP
 FR0508  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FR0508
 FR0508  VERT ORDER  -  FIRST     CLASS I
 FR0508
 FR0508.The horizontal coordinates were scaled from a topographic map and have
 FR0508.an estimated accuracy of +/- 6 seconds.
 FR0508
 FR0508.The orthometric height was determined by differential leveling
 FR0508.and adjusted in June 1991.
 FR0508
 FR0508.The geoid height was determined by GEOID03.
 FR0508
 FR0508.The dynamic height is computed by dividing the NAVD 88
 FR0508.geopotential number by the normal gravity value computed on the
 FR0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0508.degrees latitude (g = 980.6199 gals.).
 FR0508
 FR0508.The modeled gravity was interpolated from observed gravity values.
 FR0508
 FR0508;                    North         East    Units  Estimated Accuracy
 FR0508;SPC AZ W     -   471,160.      192,710.      MT  (+/- 180 meters Scaled)
 FR0508
 FR0508                          SUPERSEDED SURVEY CONTROL
 FR0508
 FR0508  NGVD 29 (??/??/92) 1028.747  (m)         3375.15   (f) ADJ UNCH    1 1
 FR0508
 FR0508.Superseded values are not recommended for survey control.
 FR0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0508.See file dsdata.txt to determine how the superseded data were derived.
 FR0508
 FR0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE291046(NAD 83)
 FR0508_MARKER: P = PIPE CAP
 FR0508_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 FR0508_STAMPING: 3375.111
 FR0508_MARK LOGO: CGS   
 FR0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0508
 FR0508  HISTORY     - Date     Condition        Report By
 FR0508  HISTORY     - UNK      MONUMENTED       CGS
 FR0508  HISTORY     - 1940     GOOD             NGS
 FR0508  HISTORY     - 1982     GOOD             NGS
 FR0508
 FR0508                          STATION DESCRIPTION
 FR0508
 FR0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0508'6.5 MI NE FROM KINGMAN.
 FR0508'6.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0508'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, NEAR BERRY SIDING, 33.5
 FR0508'FEET EAST OF THE THIRD POLE NORTHEAST OF MILEPOST 510, 71.5 FEET
 FR0508'SOUTHEAST OF THE CENTERLINE OF THE SOUTH TRACK, AND ON THE NORTH EDGE
 FR0508'OF A SMALL BANK.  A STANDARD CAP, STAMPED 3375.111 AND FASTENED ON THE
 FR0508'TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE GROUND.
 FR0508
 FR0508                          STATION RECOVERY (1982)
 FR0508
 FR0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0508'RECOVERED IN GOOD CONDITION.
 FR0508'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FR0508'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1062 ***********************************************************************
 DV1062  DESIGNATION -  C 10
 DV1062  PID         -  DV1062
 DV1062  STATE/COUNTY-  AZ/MARICOPA
 DV1062  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1062
 DV1062                         *CURRENT SURVEY CONTROL
 DV1062  ___________________________________________________________________
 DV1062* NAD 83(1986)-  33 12 05.     (N)    113 02 14.     (W)     SCALED    
 DV1062* NAVD 88     -       267.09   (+/-2cm)     876.3    (feet)  VERTCON   
 DV1062  ___________________________________________________________________
 DV1062  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1062  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1062
 DV1062.The horizontal coordinates were scaled from a topographic map and have
 DV1062.an estimated accuracy of +/- 6 seconds.
 DV1062
 DV1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1062.The vertical order pertains to the NGVD 29 superseded value.
 DV1062
 DV1062.The geoid height was determined by GEOID03.
 DV1062
 DV1062;                    North         East    Units  Estimated Accuracy
 DV1062;SPC AZ C     -   244,640.      108,890.      MT  (+/- 180 meters Scaled)
 DV1062
 DV1062                          SUPERSEDED SURVEY CONTROL
 DV1062
 DV1062  NGVD 29 (??/??/92)  266.475  (m)          874.26   (f) ADJ UNCH    1 2
 DV1062
 DV1062.Superseded values are not recommended for survey control.
 DV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1062.See file dsdata.txt to determine how the superseded data were derived.
 DV1062
 DV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB101754(NAD 83)
 DV1062_MARKER: DB = BENCH MARK DISK
 DV1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1062_SP_SET: ABUTMENT
 DV1062_STAMPING: 874.260 C 10 1927
 DV1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1062
 DV1062  HISTORY     - Date     Condition        Report By
 DV1062  HISTORY     - 1927     MONUMENTED       CGS
 DV1062
 DV1062                          STATION DESCRIPTION
 DV1062
 DV1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1062'23.3 MI W FROM HASSAYAMPA.
 DV1062'22.3 MILES WEST OF HASSAYAMPA.RR.SWITCH.  BRONZE DISC SET IN TOP FACE
 DV1062'OF WEST ABUTMENT OF BRIDGE NO. 845 B, WHICH IS OVER THE QUAIL SPRINGS
 DV1062'WASH NO. 1.  8 FEET NORTH OF THE SOUTHERN PACIFIC RR. TRACKS.  9
 DV1062'TELEPHONE POLES EAST OF MILEPOST 845.  MARK IS ON THE S.P.RR.
 DV1062'WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0267 ***********************************************************************
 DU0267  DESIGNATION -  C 101
 DU0267  PID         -  DU0267
 DU0267  STATE/COUNTY-  AZ/GILA
 DU0267  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0267
 DU0267                         *CURRENT SURVEY CONTROL
 DU0267  ___________________________________________________________________
 DU0267* NAD 83(1992)-  33 25 56.64411(N)    110 43 24.03350(W)     ADJUSTED  
 DU0267* NAVD 88     -      1180.707  (meters)    3873.70   (feet)  ADJUSTED  
 DU0267  ___________________________________________________________________
 DU0267  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DU0267  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU0267  DYNAMIC HT  -        1179.091 (meters)    3868.40  (feet)  COMP
 DU0267  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 DU0267
 DU0267  HORZ ORDER  -  FIRST
 DU0267  VERT ORDER  -  SECOND    CLASS 0
 DU0267
 DU0267.The horizontal coordinates were established by classical geodetic methods
 DU0267.and adjusted by the National Geodetic Survey in August 1993.
 DU0267
 DU0267.The orthometric height was determined by differential leveling
 DU0267.and adjusted in June 1991.
 DU0267
 DU0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0267
 DU0267.The geoid height was determined by GEOID03.
 DU0267
 DU0267.The dynamic height is computed by dividing the NAVD 88
 DU0267.geopotential number by the normal gravity value computed on the
 DU0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0267.degrees latitude (g = 980.6199 gals.).
 DU0267
 DU0267.The modeled gravity was interpolated from observed gravity values.
 DU0267
 DU0267;                    North         East     Units Scale Factor Converg.
 DU0267;SPC AZ E     -   269,842.173   161,596.937   MT  0.99993302   -0 18 24.2
 DU0267;SPC AZ E     -   885,308.97    530,173.68   iFT  0.99993302   -0 18 24.2
 DU0267;UTM  12      - 3,699,258.850   525,717.418   MT  0.99960815   +0 09 08.7
 DU0267
 DU0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0267!SPC AZ E     -   0.99981893  x   0.99993302  =   0.99975196
 DU0267!UTM  12      -   0.99981893  x   0.99960815  =   0.99942715
 DU0267
 DU0267|---------------------------------------------------------------------|
 DU0267| PID    Reference Object                     Distance      Geod. Az  |
 DU0267|                                                           dddmmss.s |
 DU0267| CD1657 C 101 RM 1                           13.032 METERS 06733     |
 DU0267| CD1656 C 101 AZ MK                                        1870852.2 |
 DU0267| CD1658 C 101 RM 2                           12.250 METERS 18930     |
 DU0267|---------------------------------------------------------------------|
 DU0267
 DU0267                          SUPERSEDED SURVEY CONTROL
 DU0267
 DU0267  NAD 83(1986)-  33 25 56.63951(N)    110 43 24.03397(W) AD(       ) 1
 DU0267  NAD 27      -  33 25 56.44100(N)    110 43 21.64500(W) AD(       ) 1
 DU0267  NGVD 29 (??/??/92) 1180.060  (m)         3871.58   (f) ADJ UNCH    2 0
 DU0267
 DU0267.Superseded values are not recommended for survey control.
 DU0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0267.See file dsdata.txt to determine how the superseded data were derived.
 DU0267
 DU0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2571799259(NAD 83)
 DU0267_MARKER: DD = SURVEY DISK
 DU0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0267_STAMPING: C-101 1935
 DU0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0267+STABILITY: SURFACE MOTION
 DU0267
 DU0267  HISTORY     - Date     Condition        Report By
 DU0267  HISTORY     - 1938     MONUMENTED       USFS
 DU0267  HISTORY     - 1935     GOOD             NGS
 DU0267  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0267
 DU0267                          STATION DESCRIPTION
 DU0267
 DU0267'DESCRIBED BY US FOREST SERVICE 1938 (FGJ)
 DU0267'STATION IS 50 FEET E OF U.S. 60 IN A LEVEL, ROCKY VALLEY AND IS A
 DU0267'10-INCH SQUARE CONCRETE POST PLAINLY VISIBLE FROM ROAD.
 DU0267'
 DU0267'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 DU0267'CONCRETE AND BOULDERS.
 DU0267'
 DU0267'TO REACH FROM GLOBE POST OFFICE GO E AND N ON U.S. 60, 5.5 MILES
 DU0267'TO STATION ON R, E, SIDE OF ROAD.
 DU0267'
 DU0267'REFERENCE MARK NO. 1 IS ABOUT 85 FEET E OF CENTER OF ROAD.
 DU0267'REFERENCE MARK NO. 2 IS ABOUT 50 FEET E OF CENTER OF ROAD.
 DU0267'
 DU0267'AZIMUTH MARK IS ABOUT 0.4 MILE SSW OF STATION AND ABOUT 60 FEET
 DU0267'W OF ROAD.
 DU0267'
 DU0267'STATION MARK IS A DEPT. OF AGRICULTURE (FOREST SERVICE) BENCH MARK
 DU0267'TABLET SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 DU0267'6 INCHES ABOVE GROUND.
 DU0267
 DU0267                          STATION RECOVERY (1935)
 DU0267
 DU0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DU0267'5.5 MI NE FROM GLOBE.
 DU0267'5.5 MI. N.E. OF ALONG U.S. HWY NO. 60.  60 FT. EAST OF THE CENTER LINE
 DU0267'OF THE HIGHWAY.  5 FT. NORTH OF HIGHWAY R. O. W. MARKER NO. 232.
 DU0267
 DU0267                          STATION RECOVERY (1979)
 DU0267
 DU0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0267'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0354 ***********************************************************************
 DU0354  DESIGNATION -  C 102
 DU0354  PID         -  DU0354
 DU0354  STATE/COUNTY-  AZ/GILA
 DU0354  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0354
 DU0354                         *CURRENT SURVEY CONTROL
 DU0354  ___________________________________________________________________
 DU0354* NAD 83(1986)-  33 45 53.     (N)    110 34 04.     (W)     SCALED    
 DU0354* NAVD 88     -      1678.520  (meters)    5506.94   (feet)  ADJUSTED  
 DU0354  ___________________________________________________________________
 DU0354  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DU0354  DYNAMIC HT  -        1676.102 (meters)    5499.01  (feet)  COMP
 DU0354  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 DU0354
 DU0354  VERT ORDER  -  SECOND    CLASS 0
 DU0354
 DU0354.The horizontal coordinates were scaled from a topographic map and have
 DU0354.an estimated accuracy of +/- 6 seconds.
 DU0354
 DU0354.The orthometric height was determined by differential leveling
 DU0354.and adjusted in June 1991.
 DU0354
 DU0354.The geoid height was determined by GEOID03.
 DU0354
 DU0354.The dynamic height is computed by dividing the NAVD 88
 DU0354.geopotential number by the normal gravity value computed on the
 DU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0354.degrees latitude (g = 980.6199 gals.).
 DU0354
 DU0354.The modeled gravity was interpolated from observed gravity values.
 DU0354
 DU0354;                    North         East    Units  Estimated Accuracy
 DU0354;SPC AZ E     -   306,630.      176,210.      MT  (+/- 180 meters Scaled)
 DU0354
 DU0354                          SUPERSEDED SURVEY CONTROL
 DU0354
 DU0354  NGVD 29 (??/??/92) 1677.793  (m)         5504.56   (f) ADJ UNCH    2 0
 DU0354
 DU0354.Superseded values are not recommended for survey control.
 DU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0354.See file dsdata.txt to determine how the superseded data were derived.
 DU0354
 DU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC400361(NAD 83)
 DU0354_MARKER: DB = BENCH MARK DISK
 DU0354_SETTING: 80 = SET IN A BOULDER
 DU0354_SP_SET: BOULDER
 DU0354_STAMPING: C-102 1935
 DU0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0354+STABILITY: SURFACE MOTION
 DU0354
 DU0354  HISTORY     - Date     Condition        Report By
 DU0354  HISTORY     - 1935     MONUMENTED       USFS
 DU0354  HISTORY     - 1935     GOOD             NGS
 DU0354
 DU0354                          STATION DESCRIPTION
 DU0354
 DU0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0354'38.1 MI N E FROM GLOBE.
 DU0354'33.5 MI. N.E. OF ALONG U.S. HWY NO. 60, THENCE 4.6 MI. N.W. ON ROAD TO
 DU0354'REGAL MINE.  IN AN OPEN SADDLE BETWEEN TWO TIMBERED HILLS. 75 FT. WEST
 DU0354'OF THE CENTER LINE OF THE ROAD AND SET IN A RED GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0486 ***********************************************************************
 ET0486  DESIGNATION -  C 103
 ET0486  PID         -  ET0486
 ET0486  STATE/COUNTY-  AZ/YAVAPAI
 ET0486  USGS QUAD   -  CAMP WOOD (1986)
 ET0486
 ET0486                         *CURRENT SURVEY CONTROL
 ET0486  ___________________________________________________________________
 ET0486* NAD 83(1986)-  34 48 04.     (N)    112 52 46.     (W)     SCALED    
 ET0486* NAVD 88     -      1740.275  (meters)    5709.55   (feet)  POSTED    
 ET0486  ___________________________________________________________________
 ET0486  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0486  DYNAMIC HT  -        1737.910 (meters)    5701.79  (feet)  COMP
 ET0486  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 ET0486
 ET0486  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0486
 ET0486.The horizontal coordinates were scaled from a topographic map and have
 ET0486.an estimated accuracy of +/- 6 seconds.
 ET0486
 ET0486.The orthometric height was determined by differential leveling
 ET0486.and adjusted in November 2005.
 ET0486.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0486.was located on a no-check spur therefore a value was not computed.
 ET0486.No vertical observational check was made to the station.
 ET0486
 ET0486.The geoid height was determined by GEOID03.
 ET0486
 ET0486.The dynamic height is computed by dividing the NAVD 88
 ET0486.geopotential number by the normal gravity value computed on the
 ET0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0486.degrees latitude (g = 980.6199 gals.).
 ET0486
 ET0486.The modeled gravity was interpolated from observed gravity values.
 ET0486
 ET0486;                    North         East    Units  Estimated Accuracy
 ET0486;SPC AZ C     -   421,930.      125,270.      MT  (+/- 180 meters Scaled)
 ET0486
 ET0486                          SUPERSEDED SURVEY CONTROL
 ET0486
 ET0486  NGVD 29 (??/??/92) 1739.345  (m)         5706.50   (f) ADJ UNCH    2 0
 ET0486
 ET0486.Superseded values are not recommended for survey control.
 ET0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0486.See file dsdata.txt to determine how the superseded data were derived.
 ET0486
 ET0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD280525(NAD 83)
 ET0486_MARKER: DD = SURVEY DISK
 ET0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0486_STAMPING: C 103 1935
 ET0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0486+STABILITY: SURFACE MOTION
 ET0486
 ET0486  HISTORY     - Date     Condition        Report By
 ET0486  HISTORY     - 1935     MONUMENTED       USFS
 ET0486  HISTORY     - 1935     GOOD             NGS
 ET0486
 ET0486                          STATION DESCRIPTION
 ET0486
 ET0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0486'11.0 MI SE FROM WALNUT CREEK R S.
 ET0486'11.0 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 265 FT. E. OF
 ET0486'A FRAME HOUSE, 111 FT. S. OF FOREST SERVICE TOOL BOX, 51 FT. S. OF THE
 ET0486'CENTER LINE OF JUNCTION OF ROADS, AND 33 FT. N. OF A LARGE PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0250 ***********************************************************************
 FR0250  DESIGNATION -  C 104
 FR0250  PID         -  FR0250
 FR0250  STATE/COUNTY-  AZ/YAVAPAI
 FR0250  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0250
 FR0250                         *CURRENT SURVEY CONTROL
 FR0250  ___________________________________________________________________
 FR0250* NAD 83(1986)-  35 19 04.     (N)    112 52 05.     (W)     SCALED    
 FR0250* NAVD 88     -      1596.855  (meters)    5239.02   (feet)  ADJUSTED  
 FR0250  ___________________________________________________________________
 FR0250  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0250  DYNAMIC HT  -        1594.767 (meters)    5232.16  (feet)  COMP
 FR0250  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 FR0250
 FR0250  VERT ORDER  -  FIRST     CLASS II
 FR0250
 FR0250.The horizontal coordinates were scaled from a topographic map and have
 FR0250.an estimated accuracy of +/- 6 seconds.
 FR0250
 FR0250.The orthometric height was determined by differential leveling
 FR0250.and adjusted in June 1991.
 FR0250
 FR0250.The geoid height was determined by GEOID03.
 FR0250
 FR0250.The dynamic height is computed by dividing the NAVD 88
 FR0250.geopotential number by the normal gravity value computed on the
 FR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0250.degrees latitude (g = 980.6199 gals.).
 FR0250
 FR0250.The modeled gravity was interpolated from observed gravity values.
 FR0250
 FR0250;                    North         East    Units  Estimated Accuracy
 FR0250;SPC AZ C     -   479,240.      126,850.      MT  (+/- 180 meters Scaled)
 FR0250
 FR0250                          SUPERSEDED SURVEY CONTROL
 FR0250
 FR0250  NGVD 29 (??/??/92) 1595.983  (m)         5236.15   (f) ADJ UNCH    1 2
 FR0250
 FR0250.Superseded values are not recommended for survey control.
 FR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0250.See file dsdata.txt to determine how the superseded data were derived.
 FR0250
 FR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE301098(NAD 83)
 FR0250_MARKER: DD = SURVEY DISK
 FR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0250_STAMPING: C 104 1935
 FR0250_MARK LOGO: USFS  
 FR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0250+STABILITY: SURFACE MOTION
 FR0250
 FR0250  HISTORY     - Date     Condition        Report By
 FR0250  HISTORY     - 1935     MONUMENTED       USFS
 FR0250  HISTORY     - 1979     GOOD             USGS
 FR0250  HISTORY     - 1982     GOOD             NGS
 FR0250
 FR0250                          STATION DESCRIPTION
 FR0250
 FR0250'DESCRIBED BY US FOREST SERVICE 1935
 FR0250'0.9 MI E FROM SELIGMAN.
 FR0250'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0250'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 0.5
 FR0250'MILE SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.2 MILE
 FR0250'SOUTH OF THE STOCKYARDS, OPPOSITE A CURVE, 40 FEET EAST OF THE CENTER
 FR0250'LINE OF THE ROAD, AND 3 FEET WEST OF A WOODEN WITNESS POST. A UNITED
 FR0250'STATES FOREST SERVICE STANDARD DISK, STAMPED C 104 1935 AND SET IN THE
 FR0250'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND. NOTE--
 FR0250'MARK IS ALONG THE OLD ROAD IN PASTURE LAND, A SHORT WAYS TO THE EAST
 FR0250'OF THE NEW ROAD AND EASY TO RECOVER.
 FR0250
 FR0250                          STATION RECOVERY (1979)
 FR0250
 FR0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0250'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0250'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0250'0.5 SOUTH ALONG THE OLD ROAD LEADING TO WALNUT CREEK, ABOUT 0.2 MILE
 FR0250'SOUTH OF THE STOCKYARDS, OPPOSITE A CURVE, 173 FEET EAST OF THE
 FR0250'CENTER LINE OF THE ROAD, A AND 3 FEET WEST OF A WOODEN WITNESS POST.
 FR0250'A UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED C 104 1935 AND
 FR0250'SET IN THE TOP OF A CONCRETE POST PROJECTION ABOUT 0.4 FEET ABOVE
 FR0250'GROUND.
 FR0250
 FR0250                          STATION RECOVERY (1982)
 FR0250
 FR0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0497 ***********************************************************************
 DU0497  DESIGNATION -  C 107
 DU0497  PID         -  DU0497
 DU0497  STATE/COUNTY-  AZ/PINAL
 DU0497  USGS QUAD   -  GOLDFIELD (1981)
 DU0497
 DU0497                         *CURRENT SURVEY CONTROL
 DU0497  ___________________________________________________________________
 DU0497* NAD 83(1986)-  33 23 06.     (N)    111 29 57.     (W)     SCALED    
 DU0497* NAVD 88     -       516.77   (+/-2cm)    1695.4    (feet)  VERTCON   
 DU0497  ___________________________________________________________________
 DU0497  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0497
 DU0497.The horizontal coordinates were scaled from a topographic map and have
 DU0497.an estimated accuracy of +/- 6 seconds.
 DU0497
 DU0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0497.The vertical order pertains to the NGVD 29 superseded value.
 DU0497
 DU0497.The geoid height was determined by GEOID03.
 DU0497
 DU0497;                    North         East    Units  Estimated Accuracy
 DU0497;SPC AZ C     -   264,530.      252,200.      MT  (+/- 180 meters Scaled)
 DU0497
 DU0497                          SUPERSEDED SURVEY CONTROL
 DU0497
 DU0497  NGVD 29 (??/??/92)  516.198  (m)         1693.56   (f) ADJ UNCH    2 0
 DU0497
 DU0497.Superseded values are not recommended for survey control.
 DU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0497.See file dsdata.txt to determine how the superseded data were derived.
 DU0497
 DU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB535940(NAD 83)
 DU0497_MARKER: DD = SURVEY DISK
 DU0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0497_SP_SET: ABUTMENT
 DU0497_STAMPING: C 107 1935
 DU0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0497
 DU0497  HISTORY     - Date     Condition        Report By
 DU0497  HISTORY     - 1935     MONUMENTED       AZHD
 DU0497  HISTORY     - 1935     GOOD             NGS
 DU0497  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 DU0497
 DU0497                          STATION DESCRIPTION
 DU0497
 DU0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0497'3.7 MI SE FROM APACHE JUNCTION.
 DU0497'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT A
 DU0497'CONCRETE BRIDGE, AND IN THE TOP OF THE SOUTH WING WALL OF THE WEST
 DU0497'ABUTMENT.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 DU0497'C 107 1935.
 DU0497
 DU0497                          STATION RECOVERY (2006)
 DU0497
 DU0497'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0497'THE OLD BRIDGE WAS EITHER REBUILT OR REPLACED. A CAREFUL SEARCH
 DU0497'REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0260 ***********************************************************************
 DU0260  DESIGNATION -  C 108
 DU0260  PID         -  DU0260
 DU0260  STATE/COUNTY-  AZ/GILA
 DU0260  USGS QUAD   -  PINAL RANCH (1979)
 DU0260
 DU0260                         *CURRENT SURVEY CONTROL
 DU0260  ___________________________________________________________________
 DU0260* NAD 83(1986)-  33 21 33.     (N)    110 56 53.     (W)     SCALED    
 DU0260* NAVD 88     -      1273.81   (+/-2cm)    4179.2    (feet)  VERTCON   
 DU0260  ___________________________________________________________________
 DU0260  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DU0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0260
 DU0260.The horizontal coordinates were scaled from a topographic map and have
 DU0260.an estimated accuracy of +/- 6 seconds.
 DU0260
 DU0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0260.The vertical order pertains to the NGVD 29 superseded value.
 DU0260
 DU0260.The geoid height was determined by GEOID03.
 DU0260
 DU0260;                    North         East    Units  Estimated Accuracy
 DU0260;SPC AZ E     -   261,860.      140,640.      MT  (+/- 180 meters Scaled)
 DU0260
 DU0260                          SUPERSEDED SURVEY CONTROL
 DU0260
 DU0260  NGVD 29 (??/??/92) 1273.092  (m)         4176.80   (f) ADJ UNCH    2 0
 DU0260
 DU0260.Superseded values are not recommended for survey control.
 DU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0260.See file dsdata.txt to determine how the superseded data were derived.
 DU0260
 DU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB048911(NAD 83)
 DU0260_MARKER: DB = BENCH MARK DISK
 DU0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0260_SP_SET: CULVERT
 DU0260_STAMPING: C-108 1935
 DU0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0260
 DU0260  HISTORY     - Date     Condition        Report By
 DU0260  HISTORY     - 1935     MONUMENTED       CGS
 DU0260  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU0260
 DU0260                          STATION DESCRIPTION
 DU0260
 DU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0260'6.6 MI SW FROM MIAMI.
 DU0260'6.6 MI S.W. ALONG U.S. HWY NO. 60 (6.1 MI. S.W. OF BULLION PLAZA
 DU0260'SCHOOL).  0.2 MI N OF A LARGE CULVERT WHERE THE HIGHWAY CROSSES FROM
 DU0260'THE WEST TO THE EAST SIDE OF THE CANYON, ON THE EAST HEADWALL OF A
 DU0260'SMALL CONC. CULVERT.
 DU0260
 DU0260                          STATION RECOVERY (2007)
 DU0260
 DU0260'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0260'FOUND A POTENTIAL LOCATION FOR THE DESCRIBED HEADWALL, BUT IT IS
 DU0260'BURIED UNDER 1-2 TONS OF ROCK, SAND, AND GRAVEL. SPENT 1 HOUR
 DU0260'ATTEMPTING TO UNEARTH THE MARK, BUT ABANDONED THE EFFORT BEFORE
 DU0260'FINDING ANYTHING. THE MARK IS LIKELY STILL BURIED THERE, BUT IS BEYOND
 DU0260'REASONABLE EFFORT TO RECOVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0171 ***********************************************************************
 DU0171  DESIGNATION -  C 109
 DU0171  PID         -  DU0171
 DU0171  STATE/COUNTY-  AZ/GILA
 DU0171  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0171
 DU0171                         *CURRENT SURVEY CONTROL
 DU0171  ___________________________________________________________________
 DU0171* NAD 83(1986)-  33 23 47.     (N)    110 27 49.     (W)     SCALED    
 DU0171* NAVD 88     -       841.646  (meters)    2761.30   (feet)  ADJUSTED  
 DU0171  ___________________________________________________________________
 DU0171  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU0171  DYNAMIC HT  -         840.526 (meters)    2757.63  (feet)  COMP
 DU0171  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 DU0171
 DU0171  VERT ORDER  -  SECOND    CLASS 0
 DU0171
 DU0171.The horizontal coordinates were scaled from a topographic map and have
 DU0171.an estimated accuracy of +/- 6 seconds.
 DU0171
 DU0171.The orthometric height was determined by differential leveling
 DU0171.and adjusted in June 1991.
 DU0171
 DU0171.The geoid height was determined by GEOID03.
 DU0171
 DU0171.The dynamic height is computed by dividing the NAVD 88
 DU0171.geopotential number by the normal gravity value computed on the
 DU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0171.degrees latitude (g = 980.6199 gals.).
 DU0171
 DU0171.The modeled gravity was interpolated from observed gravity values.
 DU0171
 DU0171;                    North         East    Units  Estimated Accuracy
 DU0171;SPC AZ E     -   265,750.      185,740.      MT  (+/- 180 meters Scaled)
 DU0171
 DU0171                          SUPERSEDED SURVEY CONTROL
 DU0171
 DU0171  NGVD 29 (??/??/92)  841.054  (m)         2759.36   (f) ADJ UNCH    2 0
 DU0171
 DU0171.Superseded values are not recommended for survey control.
 DU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0171.See file dsdata.txt to determine how the superseded data were derived.
 DU0171
 DU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB498953(NAD 83)
 DU0171_MARKER: DB = BENCH MARK DISK
 DU0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0171_SP_SET: FOUNDATION
 DU0171_STAMPING: C 109 1935
 DU0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0171
 DU0171  HISTORY     - Date     Condition        Report By
 DU0171  HISTORY     - 1935     MONUMENTED       CGS
 DU0171
 DU0171                          STATION DESCRIPTION
 DU0171
 DU0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0171'4.1 MI NW FROM SAN CARLOS.
 DU0171'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0171'THENCE 1.8 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, AT A WATER
 DU0171'WELL, AT A GASOLINE ENGINE, AND IN TOP OF THE CENTER OF THE NORTH
 DU0171'PORTION OF THE FOUNDATION.  A STANDARD DISK, STAMPED C 109 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0019 ***********************************************************************
 EU0019  DESIGNATION -  C 11
 EU0019  PID         -  EU0019
 EU0019  STATE/COUNTY-  AZ/MOHAVE
 EU0019  USGS QUAD   -  YUCCA SE (1970)
 EU0019
 EU0019                         *CURRENT SURVEY CONTROL
 EU0019  ___________________________________________________________________
 EU0019* NAD 83(1986)-  34 51 10.     (N)    114 06 52.     (W)     SCALED    
 EU0019* NAVD 88     -       615.60   (+/-2cm)    2019.7    (feet)  VERTCON   
 EU0019  ___________________________________________________________________
 EU0019  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 EU0019  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0019
 EU0019.The horizontal coordinates were scaled from a topographic map and have
 EU0019.an estimated accuracy of +/- 6 seconds.
 EU0019
 EU0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0019.The vertical order pertains to the NGVD 29 superseded value.
 EU0019
 EU0019.The geoid height was determined by GEOID03.
 EU0019
 EU0019;                    North         East    Units  Estimated Accuracy
 EU0019;SPC AZ W     -   427,320.      180,030.      MT  (+/- 180 meters Scaled)
 EU0019
 EU0019                          SUPERSEDED SURVEY CONTROL
 EU0019
 EU0019  NGVD 29 (??/??/??)  614.862  (m)         2017.26   (f) ADJUSTED    1 2
 EU0019
 EU0019.Superseded values are not recommended for survey control.
 EU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0019.See file dsdata.txt to determine how the superseded data were derived.
 EU0019
 EU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU638605(NAD 83)
 EU0019_MARKER: DB = BENCH MARK DISK
 EU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0019_STAMPING: 2017.260 C 11 1927
 EU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0019+STABILITY: SURFACE MOTION
 EU0019
 EU0019  HISTORY     - Date     Condition        Report By
 EU0019  HISTORY     - 1927     MONUMENTED       CGS
 EU0019  HISTORY     - 1970     GOOD             USGS
 EU0019
 EU0019                          STATION DESCRIPTION
 EU0019
 EU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EU0019'2.7 MI SE FROM YUCCA.
 EU0019'2.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM
 EU0019'THE POST OFFICE AT YUCCA, MOHAVE COUNTY, 22 YARDS SOUTHWEST OF
 EU0019'THE CENTER OF THE WYE AT THE JUNCTION OF A ROAD LEADING TO CEDAR,
 EU0019'85 FEET NORTHEAST OF A LARGE YUCCA TREE, AND IN LINE WITH
 EU0019'ANOTHER YUCCA TREE AND THE TOWN OF YUCCA.  A STANDARD DISK,
 EU0019'STAMPED 2017.260 C 11 1927 AND SET IN THE TOP OF A CONCRETE
 EU0019'POST PROJECTING 4 INCHES ABOVE GROUND.
 EU0019
 EU0019                          STATION RECOVERY (1970)
 EU0019
 EU0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0438 ***********************************************************************
 DA0438  DESIGNATION -  C 110
 DA0438  PID         -  DA0438
 DA0438  STATE/COUNTY-  AZ/PIMA
 DA0438  USGS QUAD   -  KINO PEAK (1990)
 DA0438
 DA0438                         *CURRENT SURVEY CONTROL
 DA0438  ___________________________________________________________________
 DA0438* NAD 83(1986)-  32 03 22.     (N)    112 54 02.     (W)     SCALED    
 DA0438* NAVD 88     -       499.45   (+/-2cm)    1638.6    (feet)  VERTCON   
 DA0438  ___________________________________________________________________
 DA0438  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DA0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0438
 DA0438.The horizontal coordinates were scaled from a topographic map and have
 DA0438.an estimated accuracy of +/- 6 seconds.
 DA0438
 DA0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0438.The vertical order pertains to the NGVD 29 superseded value.
 DA0438
 DA0438.The geoid height was determined by GEOID03.
 DA0438
 DA0438;                    North         East    Units  Estimated Accuracy
 DA0438;SPC AZ C     -   117,510.      120,450.      MT  (+/- 180 meters Scaled)
 DA0438
 DA0438                          SUPERSEDED SURVEY CONTROL
 DA0438
 DA0438  NGVD 29 (??/??/92)  498.730  (m)         1636.25   (f) ADJ UNCH    2 0
 DA0438
 DA0438.Superseded values are not recommended for survey control.
 DA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0438.See file dsdata.txt to determine how the superseded data were derived.
 DA0438
 DA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA205482(NAD 83)
 DA0438_MARKER: DB = BENCH MARK DISK
 DA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0438_STAMPING: C 110 1935
 DA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0438+STABILITY: SURFACE MOTION
 DA0438
 DA0438  HISTORY     - Date     Condition        Report By
 DA0438  HISTORY     - 1935     MONUMENTED       CGS
 DA0438  HISTORY     - 1952     GOOD             NGS
 DA0438
 DA0438                          STATION DESCRIPTION
 DA0438
 DA0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0438'27.9 MI NW FROM LUKEVILLE.
 DA0438'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0438'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0438'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0438'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0438'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 4.75 MILES
 DA0438'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, AND ABOUT
 DA0438'125 YARDS NORTHWEST OF A LOW ROCKY RIDGE, 61 FEET NORTH OF THE CENTER
 DA0438'OF A SMALL WASH, 26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8
 DA0438'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 DA0438'IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0086 ***********************************************************************
 CH0086  DESIGNATION -  C 111
 CH0086  PID         -  CH0086
 CH0086  STATE/COUNTY-  AZ/PIMA
 CH0086  USGS QUAD   -  LUKEVILLE (1988)
 CH0086
 CH0086                         *CURRENT SURVEY CONTROL
 CH0086  ___________________________________________________________________
 CH0086* NAD 83(1986)-  31 53 09.     (N)    112 48 51.     (W)     SCALED    
 CH0086* NAVD 88     -       430.404  (meters)    1412.08   (feet)  ADJUSTED  
 CH0086  ___________________________________________________________________
 CH0086  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CH0086  DYNAMIC HT  -         429.844 (meters)    1410.25  (feet)  COMP
 CH0086  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 CH0086
 CH0086  VERT ORDER  -  FIRST     CLASS II
 CH0086
 CH0086.The horizontal coordinates were scaled from a topographic map and have
 CH0086.an estimated accuracy of +/- 6 seconds.
 CH0086
 CH0086.The orthometric height was determined by differential leveling
 CH0086.and adjusted in June 1991.
 CH0086
 CH0086.The geoid height was determined by GEOID03.
 CH0086
 CH0086.The dynamic height is computed by dividing the NAVD 88
 CH0086.geopotential number by the normal gravity value computed on the
 CH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0086.degrees latitude (g = 980.6199 gals.).
 CH0086
 CH0086.The modeled gravity was interpolated from observed gravity values.
 CH0086
 CH0086;                    North         East    Units  Estimated Accuracy
 CH0086;SPC AZ C     -    98,560.      128,450.      MT  (+/- 180 meters Scaled)
 CH0086
 CH0086                          SUPERSEDED SURVEY CONTROL
 CH0086
 CH0086  NGVD 29 (??/??/92)  429.658  (m)         1409.64   (f) ADJ UNCH    1 2
 CH0086
 CH0086.Superseded values are not recommended for survey control.
 CH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0086.See file dsdata.txt to determine how the superseded data were derived.
 CH0086
 CH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA284292(NAD 83)
 CH0086_MARKER: DB = BENCH MARK DISK
 CH0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0086_STAMPING: C 111 1935
 CH0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0086+STABILITY: SURFACE MOTION
 CH0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0086+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0086
 CH0086  HISTORY     - Date     Condition        Report By
 CH0086  HISTORY     - 1935     MONUMENTED       CGS
 CH0086  HISTORY     - 1953     GOOD             NGS
 CH0086  HISTORY     - 1981     GOOD             NGS
 CH0086  HISTORY     - 19970306 GOOD             USPSQD
 CH0086  HISTORY     - 20061112 GOOD             USPSQD
 CH0086
 CH0086                          STATION DESCRIPTION
 CH0086
 CH0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0086'0.4 MI N FROM LUKEVILLE.
 CH0086'0.4 MILE NORTH ALONG THE SONOYTA AJO HIGHWAY FROM THE POST OFFICE AND
 CH0086'STORE AT LUKEVILLE, AT ABOUT THE CENTER OF A LONG TURN IN THE HIGHWAY,
 CH0086'87 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTH OF THE
 CH0086'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CH0086'POST PROJECTING 0.2 FEET.
 CH0086
 CH0086                          STATION RECOVERY (1981)
 CH0086
 CH0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0086'RECOVERED IN GOOD CONDITION.
 CH0086
 CH0086                          STATION RECOVERY (1997)
 CH0086
 CH0086'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0086'RECOVERED IN GOOD CONDITION.
 CH0086
 CH0086                          STATION RECOVERY (2006)
 CH0086
 CH0086'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0759 ***********************************************************************
 CZ0759  DESIGNATION -  C 112
 CZ0759  PID         -  CZ0759
 CZ0759  STATE/COUNTY-  AZ/PIMA
 CZ0759  USGS QUAD   -  JAYNES (1992)
 CZ0759
 CZ0759                         *CURRENT SURVEY CONTROL
 CZ0759  ___________________________________________________________________
 CZ0759* NAD 83(1986)-  32 20 57.     (N)    111 06 07.     (W)     SCALED    
 CZ0759* NAVD 88     -       655.79   (+/-2cm)    2151.5    (feet)  VERTCON   
 CZ0759  ___________________________________________________________________
 CZ0759  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0759
 CZ0759.The horizontal coordinates were scaled from a topographic map and have
 CZ0759.an estimated accuracy of +/- 6 seconds.
 CZ0759
 CZ0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0759.The vertical order pertains to the NGVD 29 superseded value.
 CZ0759
 CZ0759.The geoid height was determined by GEOID03.
 CZ0759
 CZ0759;                    North         East    Units  Estimated Accuracy
 CZ0759;SPC AZ C     -   149,870.      290,050.      MT  (+/- 180 meters Scaled)
 CZ0759
 CZ0759                          SUPERSEDED SURVEY CONTROL
 CZ0759
 CZ0759  NGVD 29 (??/??/92)  655.142  (m)         2149.41   (f) ADJ UNCH    2 0
 CZ0759
 CZ0759.Superseded values are not recommended for survey control.
 CZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0759.See file dsdata.txt to determine how the superseded data were derived.
 CZ0759
 CZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA904791(NAD 83)
 CZ0759_MARKER: DB = BENCH MARK DISK
 CZ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0759_STAMPING: C 112 1935
 CZ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0759+STABILITY: SURFACE MOTION
 CZ0759
 CZ0759  HISTORY     - Date     Condition        Report By
 CZ0759  HISTORY     - 1935     MONUMENTED       CGS
 CZ0759  HISTORY     - 1951     GOOD             NGS
 CZ0759  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0759
 CZ0759                          STATION DESCRIPTION
 CZ0759
 CZ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0759'1.1 MI SW FROM CORTARO.
 CZ0759'0.9 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0759'AT CORTARO, THENCE 0.25 MILE NORTHWEST ALONG SILVER BELL ROAD, ABOUT
 CZ0759'1/2 MILE SOUTHWEST OF THE SANTA CRUZ RIVER, 84 FEET NORTHWEST OF BM XX
 CZ0759'5 (USC AND GS AND SS), 57 FEET SOUTHWEST OF THE CENTER LINE OF SILVER
 CZ0759'BELL ROAD, 2.9 FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ0759'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.3 FOOT.
 CZ0759
 CZ0759                          STATION RECOVERY (1997)
 CZ0759
 CZ0759'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0841 ***********************************************************************
 CZ0841  DESIGNATION -  C 113
 CZ0841  PID         -  CZ0841
 CZ0841  STATE/COUNTY-  AZ/PIMA
 CZ0841  USGS QUAD   -  THREE POINTS (1992)
 CZ0841
 CZ0841                         *CURRENT SURVEY CONTROL
 CZ0841  ___________________________________________________________________
 CZ0841* NAD 83(1986)-  32 01 32.     (N)    111 20 42.     (W)     SCALED    
 CZ0841* NAVD 88     -       826.06   (+/-2cm)    2710.2    (feet)  VERTCON   
 CZ0841  ___________________________________________________________________
 CZ0841  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0841
 CZ0841.The horizontal coordinates were scaled from a topographic map and have
 CZ0841.an estimated accuracy of +/- 6 seconds.
 CZ0841
 CZ0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0841.The vertical order pertains to the NGVD 29 superseded value.
 CZ0841
 CZ0841.The geoid height was determined by GEOID03.
 CZ0841
 CZ0841;                    North         East    Units  Estimated Accuracy
 CZ0841;SPC AZ C     -   113,840.      267,360.      MT  (+/- 180 meters Scaled)
 CZ0841
 CZ0841                          SUPERSEDED SURVEY CONTROL
 CZ0841
 CZ0841  NGVD 29 (??/??/92)  825.349  (m)         2707.83   (f) ADJ UNCH    2 0
 CZ0841
 CZ0841.Superseded values are not recommended for survey control.
 CZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0841.See file dsdata.txt to determine how the superseded data were derived.
 CZ0841
 CZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA674433(NAD 83)
 CZ0841_MARKER: DB = BENCH MARK DISK
 CZ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0841_STAMPING: C 113 1935
 CZ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0841+STABILITY: SURFACE MOTION
 CZ0841
 CZ0841  HISTORY     - Date     Condition        Report By
 CZ0841  HISTORY     - 1935     MONUMENTED       CGS
 CZ0841  HISTORY     - 1951     GOOD             NGS
 CZ0841  HISTORY     - 1974     GOOD             USGS
 CZ0841  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CZ0841
 CZ0841                          STATION DESCRIPTION
 CZ0841
 CZ0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0841'4.2 MI S FROM THREE POINTS.
 CZ0841'4.2 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CZ0841'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, AT A CUT THRU A SMALL LOW
 CZ0841'RIDGE, ABOUT 300 FEET NORTH OF THE CENTER OF A WASH CROSSING THE ROAD
 CZ0841'WITH A CONCRETE RETAINING WALL, AND ABOUT 150 FEET NORTHWEST OF A
 CZ0841'POWER LINE POLE, 31 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 CZ0841'2.4 FEET SOUTH OF THE WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE
 CZ0841'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CZ0841'THE GROUND.
 CZ0841
 CZ0841                          STATION RECOVERY (1974)
 CZ0841
 CZ0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0841'CHANGE FROM-- 31 1/2 FT. NW OF CENTERLINE OF GRAVEL ROAD TO-- 40 FT.
 CZ0841'NW OF CENTERLINE SASABE ROAD (PAVED).
 CZ0841
 CZ0841                          STATION RECOVERY (2001)
 CZ0841
 CZ0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0841'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0845 ***********************************************************************
 CZ0845  DESIGNATION -  C 114
 CZ0845  PID         -  CZ0845
 CZ0845  STATE/COUNTY-  AZ/PIMA
 CZ0845  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0845
 CZ0845                         *CURRENT SURVEY CONTROL
 CZ0845  ___________________________________________________________________
 CZ0845* NAD 83(1986)-  32 07 17.     (N)    111 01 01.     (W)     SCALED    
 CZ0845* NAVD 88     -       759.34   (+/-2cm)    2491.3    (feet)  VERTCON   
 CZ0845  ___________________________________________________________________
 CZ0845  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0845
 CZ0845.The horizontal coordinates were scaled from a topographic map and have
 CZ0845.an estimated accuracy of +/- 6 seconds.
 CZ0845
 CZ0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0845.The vertical order pertains to the NGVD 29 superseded value.
 CZ0845
 CZ0845.The geoid height was determined by GEOID03.
 CZ0845
 CZ0845;                    North         East    Units  Estimated Accuracy
 CZ0845;SPC AZ C     -   124,680.      298,260.      MT  (+/- 180 meters Scaled)
 CZ0845
 CZ0845                          SUPERSEDED SURVEY CONTROL
 CZ0845
 CZ0845  NGVD 29 (??/??/92)  758.669  (m)         2489.07   (f) ADJ UNCH    2 0
 CZ0845
 CZ0845.Superseded values are not recommended for survey control.
 CZ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0845.See file dsdata.txt to determine how the superseded data were derived.
 CZ0845
 CZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA984538(NAD 83)
 CZ0845_MARKER: DB = BENCH MARK DISK
 CZ0845_SETTING: 0 = UNSPECIFIED SETTING
 CZ0845_STAMPING: C 114 1935
 CZ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0845+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0845
 CZ0845  HISTORY     - Date     Condition        Report By
 CZ0845  HISTORY     - 1935     MONUMENTED       CGS
 CZ0845  HISTORY     - 1966     GOOD             USGS
 CZ0845  HISTORY     - 20010907 GOOD             INDIV
 CZ0845  HISTORY     - 20060316 GOOD             USPSQD
 CZ0845
 CZ0845                          STATION DESCRIPTION
 CZ0845
 CZ0845'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0845'4.2 MI S FROM TUCSON.
 CZ0845'2.5 MILES WEST ALONG AJO HIGHWAY FROM THE U.S. VETERANS HOSPITAL TO
 CZ0845'MISSION ROAD THEN SOUTH 1.8 MILES TO STORAGE BUILDING ON THE LEFT. 1.1
 CZ0845'MILES NORTH OF ROAD TO SAN XAVIER MISSION, 400 FEET NORTH OF SMALL
 CZ0845'ADOBE HOUSE, 90 FEET NORTH OF A FENCE CORNER, 88 FEET EAST OF THE
 CZ0845'CENTER LINE OF THE ROAD, 5 FEET WEST OF A STORAGE BUILDING.
 CZ0845
 CZ0845                          STATION RECOVERY (2001)
 CZ0845
 CZ0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0845'MARKER FOUND JUST EAST OF A FENCELINE ABOUT 85-M SOUTH OF A DRAINAGE
 CZ0845'CHANNEL AND ABOUT 50 FEET FROM AN ABANDONED SHACK.  THE ADJACENT
 CZ0845'STORAGE BUILDING MENTIONED IS NO LONGER PRESENT BUT THERE IS MUCH
 CZ0845'DEBRIS NEAR THE MARKER.  THERE IS A WOODEN POST W/ PLASTIC FLAG
 CZ0845'EMPLACED NEXT TO THE CONCRETE PEDESTAL OF THE MARKER.  GPS MEASURED
 CZ0845'COORDINATES N32 07 17.1 W111 01 02.1, 2483 FEET ELEV.
 CZ0845
 CZ0845                          STATION RECOVERY (2006)
 CZ0845
 CZ0845'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0845'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0480 ***********************************************************************
 CG0480  DESIGNATION -  C 115
 CG0480  PID         -  CG0480
 CG0480  STATE/COUNTY-  AZ/PIMA
 CG0480  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0480
 CG0480                         *CURRENT SURVEY CONTROL
 CG0480  ___________________________________________________________________
 CG0480* NAD 83(1986)-  31 59 01.     (N)    111 08 32.     (W)     SCALED    
 CG0480* NAVD 88     -      1141.05   (+/-2cm)    3743.6    (feet)  VERTCON   
 CG0480  ___________________________________________________________________
 CG0480  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0480
 CG0480.The horizontal coordinates were scaled from a topographic map and have
 CG0480.an estimated accuracy of +/- 6 seconds.
 CG0480
 CG0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0480.The vertical order pertains to the NGVD 29 superseded value.
 CG0480
 CG0480.The geoid height was determined by GEOID03.
 CG0480
 CG0480;                    North         East    Units  Estimated Accuracy
 CG0480;SPC AZ C     -   109,310.      286,550.      MT  (+/- 180 meters Scaled)
 CG0480
 CG0480                          SUPERSEDED SURVEY CONTROL
 CG0480
 CG0480  NGVD 29 (??/??/92) 1140.272  (m)         3741.04   (f) ADJ UNCH    2 0
 CG0480
 CG0480.Superseded values are not recommended for survey control.
 CG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0480.See file dsdata.txt to determine how the superseded data were derived.
 CG0480
 CG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA865386(NAD 83)
 CG0480_MARKER: DB = BENCH MARK DISK
 CG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0480_STAMPING: C 115 1935
 CG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0480+STABILITY: SURFACE MOTION
 CG0480
 CG0480  HISTORY     - Date     Condition        Report By
 CG0480  HISTORY     - 1935     MONUMENTED       CGS
 CG0480  HISTORY     - 1976     GOOD             USGS
 CG0480
 CG0480                          STATION DESCRIPTION
 CG0480
 CG0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0480'0.7 MI N FROM SAN XAVIER.
 CG0480'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 3.7 MILES
 CG0480'SOUTHWEST ALONG THE SOTO RANCH ROAD.  0.6 MILE WEST OF A RANCH HOUSE
 CG0480'TO THE SOUTH AND A GATE ON THE ROAD, 0.4 MILE EAST OF AN ADOBE RANCH
 CG0480'HOUSE, 125 FEET WEST OF A LONE MESQUITE TREE, AND 37 FEET SOUTH OF THE
 CG0480'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 115 1935 AND SET
 CG0480'IN THE TOP OF A CONCRETE POST.
 CG0480
 CG0480                          STATION RECOVERY (1976)
 CG0480
 CG0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0480'SAN XAVIER, 2.1 MI N. ALONG TWIN BUTTES ROAD TO CROSS RDS. TURN LEFT,
 CG0480'W. 1.6 MI TO T-RD. TURN LEFT, S. 1.0 MI TO RD. BEND RIGHT, CONTINUE
 CG0480'W. 1.0 MI TO T-RD. TURN LEFT, S. 0.6 MI TO RANCH AND ROAD FORK. BEAR
 CG0480'RIGHT, NW 0.6 MI. ABOUT 175 FT. W. OF SMALL DRAIN CROSSING, 35 FT S.
 CG0480'CENTERLINE OF ROAD. SET IN TOP OF CONCRETE POST. A STANDARD DISK
 CG0480'STAMPED C 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0656 ***********************************************************************
 FS0656  DESIGNATION -  C 116
 FS0656  PID         -  FS0656
 FS0656  STATE/COUNTY-  AZ/MOHAVE
 FS0656  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0656
 FS0656                         *CURRENT SURVEY CONTROL
 FS0656  ___________________________________________________________________
 FS0656* NAD 83(1986)-  35 28 15.     (N)    114 37 48.     (W)     SCALED    
 FS0656* NAVD 88     -       229.323  (meters)     752.37   (feet)  POSTED    
 FS0656  ___________________________________________________________________
 FS0656  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 FS0656  DYNAMIC HT  -         229.090 (meters)     751.61  (feet)  COMP
 FS0656  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 FS0656
 FS0656  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0656
 FS0656.The horizontal coordinates were scaled from a topographic map and have
 FS0656.an estimated accuracy of +/- 6 seconds.
 FS0656
 FS0656.The orthometric height was determined by differential leveling
 FS0656.and adjusted by the  in 1992.
 FS0656.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0656.rate of 0.0 thru 1.0 mm/km.
 FS0656
 FS0656.The geoid height was determined by GEOID03.
 FS0656
 FS0656.The dynamic height is computed by dividing the NAVD 88
 FS0656.geopotential number by the normal gravity value computed on the
 FS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0656.degrees latitude (g = 980.6199 gals.).
 FS0656
 FS0656.The modeled gravity was interpolated from observed gravity values.
 FS0656
 FS0656;                    North         East    Units  Estimated Accuracy
 FS0656;SPC AZ W     -   496,180.      133,490.      MT  (+/- 180 meters Scaled)
 FS0656
 FS0656                          SUPERSEDED SURVEY CONTROL
 FS0656
 FS0656  NGVD 29 (??/??/92)  228.615  (m)          750.05   (f) ADJ UNCH    1 2
 FS0656
 FS0656.Superseded values are not recommended for survey control.
 FS0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0656.See file dsdata.txt to determine how the superseded data were derived.
 FS0656
 FS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV150278(NAD 83)
 FS0656_MARKER: DB = BENCH MARK DISK
 FS0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0656_STAMPING: C 116 1935
 FS0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0656+STABILITY: SURFACE MOTION
 FS0656
 FS0656  HISTORY     - Date     Condition        Report By
 FS0656  HISTORY     - 1935     MONUMENTED       CGS
 FS0656  HISTORY     - 1950     GOOD             NGS
 FS0656
 FS0656                          STATION DESCRIPTION
 FS0656
 FS0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0656'26.2 MI W FROM GRASSHOPPER JUNCTION.
 FS0656'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0656'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 18.8 MILES WEST
 FS0656'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.1
 FS0656'MILE NORTHEAST OF THE JUNCTION OF A DIM TRACK ROAD LEADING
 FS0656'NORTHWEST, ABOUT 32 YARDS SOUTHEAST OF THE APPROXIMATE CENTER OF
 FS0656'A DRY WASH, 30 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.5
 FS0656'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FS0656'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 FS0656'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0616 ***********************************************************************
 CG0616  DESIGNATION -  C 118
 CG0616  PID         -  CG0616
 CG0616  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0616  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0616
 CG0616                         *CURRENT SURVEY CONTROL
 CG0616  ___________________________________________________________________
 CG0616* NAD 83(1986)-  31 24 23.     (N)    111 01 27.     (W)     SCALED    
 CG0616* NAVD 88     -      1159.94   (+/-2cm)    3805.6    (feet)  VERTCON   
 CG0616  ___________________________________________________________________
 CG0616  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0616
 CG0616.The horizontal coordinates were scaled from a topographic map and have
 CG0616.an estimated accuracy of +/- 6 seconds.
 CG0616
 CG0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0616.The vertical order pertains to the NGVD 29 superseded value.
 CG0616
 CG0616.The geoid height was determined by GEOID03.
 CG0616
 CG0616;                    North         East    Units  Estimated Accuracy
 CG0616;SPC AZ C     -    45,400.      298,230.      MT  (+/- 180 meters Scaled)
 CG0616
 CG0616                          SUPERSEDED SURVEY CONTROL
 CG0616
 CG0616  NGVD 29 (??/??/92) 1159.05   (m)         3802.6    (f) COMPUTED    2 0
 CG0616
 CG0616.Superseded values are not recommended for survey control.
 CG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0616.See file dsdata.txt to determine how the superseded data were derived.
 CG0616
 CG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV977746(NAD 83)
 CG0616_MARKER: DB = BENCH MARK DISK
 CG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0616_STAMPING: C 118 1935
 CG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0616+STABILITY: SURFACE MOTION
 CG0616
 CG0616  HISTORY     - Date     Condition        Report By
 CG0616  HISTORY     - 1935     MONUMENTED       CGS
 CG0616  HISTORY     - 1939     MARK NOT FOUND   USGS
 CG0616  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0616
 CG0616                          STATION DESCRIPTION
 CG0616
 CG0616'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 CG0616'7.3 MI N FROM NOGALES.
 CG0616'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0616'STATION AT NOGALES, SANTA CRUZ COUNTY, THENCE 5.0 MILES WEST ALONG THE
 CG0616'RUBY ROAD.  1.5 MILES WEST OF A RANCH ON THE SOUTH SIDE OF THE ROAD,
 CG0616'62 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 18 FEET WEST OF A
 CG0616'SMALL WASH.  A STANDARD DISK, STAMPED C 118 1935 AND SET IN THE TOP OF
 CG0616'A CONCRETE POST.
 CG0616
 CG0616                          STATION RECOVERY (1976)
 CG0616
 CG0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0105 ***********************************************************************
 FS0105  DESIGNATION -  C 119
 FS0105  PID         -  FS0105
 FS0105  STATE/COUNTY-  AZ/MOHAVE
 FS0105  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0105
 FS0105                         *CURRENT SURVEY CONTROL
 FS0105  ___________________________________________________________________
 FS0105* NAD 83(1986)-  35 47 44.     (N)    114 30 43.     (W)     SCALED    
 FS0105* NAVD 88     -       667.965  (meters)    2191.48   (feet)  ADJUSTED  
 FS0105  ___________________________________________________________________
 FS0105  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0105  DYNAMIC HT  -         667.268 (meters)    2189.20  (feet)  COMP
 FS0105  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 FS0105
 FS0105  VERT ORDER  -  FIRST     CLASS I
 FS0105
 FS0105.The horizontal coordinates were scaled from a topographic map and have
 FS0105.an estimated accuracy of +/- 6 seconds.
 FS0105
 FS0105.The orthometric height was determined by differential leveling
 FS0105.and adjusted in June 1991.
 FS0105
 FS0105.The geoid height was determined by GEOID03.
 FS0105
 FS0105.The dynamic height is computed by dividing the NAVD 88
 FS0105.geopotential number by the normal gravity value computed on the
 FS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0105.degrees latitude (g = 980.6199 gals.).
 FS0105
 FS0105.The modeled gravity was interpolated from observed gravity values.
 FS0105
 FS0105;                    North         East    Units  Estimated Accuracy
 FS0105;SPC AZ W     -   532,120.      144,490.      MT  (+/- 180 meters Scaled)
 FS0105
 FS0105                          SUPERSEDED SURVEY CONTROL
 FS0105
 FS0105  NGVD 29 (??/??/92)  667.228  (m)         2189.06   (f) ADJ UNCH    1 1
 FS0105
 FS0105.Superseded values are not recommended for survey control.
 FS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0105.See file dsdata.txt to determine how the superseded data were derived.
 FS0105
 FS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV248641(NAD 83)
 FS0105_MARKER: DB = BENCH MARK DISK
 FS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0105_STAMPING: C 119 1935
 FS0105_MARK LOGO: CGS   
 FS0105_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0105+STABILITY: SURFACE MOTION
 FS0105
 FS0105  HISTORY     - Date     Condition        Report By
 FS0105  HISTORY     - 1935     MONUMENTED       CGS
 FS0105  HISTORY     - 1950     GOOD             NGS
 FS0105  HISTORY     - 1963     GOOD             NGS
 FS0105  HISTORY     - 1982     GOOD             NGS
 FS0105
 FS0105                          STATION DESCRIPTION
 FS0105
 FS0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0105'24.1 MI S FROM MOUTH OF DETRITAL WASH.
 FS0105'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF
 FS0105'LAKE MEAD, THENCE 17.2 MILES SOUTH ALONG AN OLD ABANDONED ROAD,
 FS0105'0.6 MILE WEST OF THE WEST EDGE OF DETRITAL WASH, 206 1/2 FEET
 FS0105'SOUTHEAST OF A 20-INCH JOSHUA TREE, 59 1/2 FEET SOUTH OF THE
 FS0105'CENTER LINE OF THE ROAD, 37 1/2 FEET NORTH OF A 12-INCH YUCCA TREE
 FS0105'2.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FS0105'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 FS0105'GROUND.
 FS0105
 FS0105                          STATION RECOVERY (1963)
 FS0105
 FS0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0105'RECOVERED IN GOOD CONDITION.
 FS0105
 FS0105                          STATION RECOVERY (1982)
 FS0105
 FS0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0105'32.8 KM (20.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0105'OF HOOVER DAM, THENCE 2.2 KM (1.4 MI) EAST ALONG A DIM TRACK ROAD, 1.0
 FS0105'KM (0.6 MI) WEST OF THE WEST EDGE OF DETRITAL WASH AND A GRAVEL PIT,
 FS0105'17.9 METERS (59 FT) SOUTH OF THE CENTER OF THE ROAD.
 FS0105'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0653 ***********************************************************************
 ET0653  DESIGNATION -  C 12
 ET0653  PID         -  ET0653
 ET0653  STATE/COUNTY-  AZ/LA PAZ
 ET0653  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0653
 ET0653                         *CURRENT SURVEY CONTROL
 ET0653  ___________________________________________________________________
 ET0653* NAD 83(1992)-  34 09 29.29262(N)    113 29 03.28002(W)     ADJUSTED  
 ET0653* NAVD 88     -       551.01   (+/-2cm)    1807.8    (feet)  VERTCON   
 ET0653  ___________________________________________________________________
 ET0653  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ET0653  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET0653  HORZ ORDER  -  SECOND
 ET0653  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0653
 ET0653.The horizontal coordinates were established by classical geodetic methods
 ET0653.and adjusted by the National Geodetic Survey in August 1993.
 ET0653
 ET0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0653.The vertical order pertains to the NGVD 29 superseded value.
 ET0653
 ET0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0653
 ET0653.The geoid height was determined by GEOID03.
 ET0653
 ET0653;                    North         East     Units Scale Factor Converg.
 ET0653;SPC AZ W     -   350,236.821   237,864.579   MT  0.99994073   +0 08 57.2
 ET0653;SPC AZ W     - 1,149,070.94    780,395.60   iFT  0.99994073   +0 08 57.2
 ET0653;UTM  12      - 3,782,478.807   270,984.679   MT  1.00024657   -1 23 43.6
 ET0653
 ET0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0653!SPC AZ W     -   0.99991820  x   0.99994073  =   0.99985894
 ET0653!UTM  12      -   0.99991820  x   1.00024657  =   1.00016475
 ET0653
 ET0653                          SUPERSEDED SURVEY CONTROL
 ET0653
 ET0653  NAD 83(1986)-  34 09 29.28976(N)    113 29 03.28652(W) AD(       ) 2
 ET0653  NAD 27      -  34 09 29.21000(N)    113 29 00.55200(W) AD(       ) 2
 ET0653  NGVD 29 (??/??/92)  550.328  (m)         1805.53   (f) ADJ UNCH    1 2
 ET0653
 ET0653.Superseded values are not recommended for survey control.
 ET0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0653.See file dsdata.txt to determine how the superseded data were derived.
 ET0653
 ET0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7098582479(NAD 83)
 ET0653_MARKER: DB = BENCH MARK DISK
 ET0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0653_STAMPING: 1805.534 C 12 1927
 ET0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0653+STABILITY: SURFACE MOTION
 ET0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0653+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0653
 ET0653  HISTORY     - Date     Condition        Report By
 ET0653  HISTORY     - 1948     MONUMENTED       CGS
 ET0653  HISTORY     - 1948     GOOD             NGS
 ET0653  HISTORY     - 20010730 POOR             NGS
 ET0653  HISTORY     - 20081016 GOOD             GEOCAC
 ET0653
 ET0653                          STATION DESCRIPTION
 ET0653
 ET0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0653'STATION MARK, PROJECTING
 ET0653'6 INCHES, SET 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 ET0653'IT IS THE SAME ELEVATION AS STATION MARK DATE AND IS STAMPED,
 ET0653'C 12 1927 1805.534.
 ET0653'
 ET0653'TO REACH STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET0653'ALAMO CROSSING 11.2 MILES TO A FORK.  CONTINUE ON ROAD TO RIGHT
 ET0653'6.8 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 8.2 MILES
 ET0653'TO STATION.  A DRIVE STATION.
 ET0653
 ET0653                          STATION RECOVERY (1948)
 ET0653
 ET0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 ET0653'26.9 MI N FROM WENDEN.
 ET0653'26.9 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0653'WENDEN, YUMA COUNTY, 6.3 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0653'LEADING TO CONGRESS JUNCTION, 70 YARDS NORTHWEST OF A BLAZED GIANT
 ET0653'CACTUS WITH SEVERAL SPROUTS, 50 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 ET0653'OF A SMALL WASH, AND 25 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 ET0653'A STANDARD DISK, STAMPED 1805.534 C 12 1927 AND SET IN THE TOP OF A
 ET0653'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 ET0653
 ET0653                          STATION RECOVERY (2001)
 ET0653
 ET0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0653'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 ET0653
 ET0653                          STATION RECOVERY (2008)
 ET0653
 ET0653'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0384 ***********************************************************************
 FS0384  DESIGNATION -  C 120
 FS0384  PID         -  FS0384
 FS0384  STATE/COUNTY-  AZ/MOHAVE
 FS0384  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0384
 FS0384                         *CURRENT SURVEY CONTROL
 FS0384  ___________________________________________________________________
 FS0384* NAD 83(1986)-  35 58 26.     (N)    114 29 09.     (W)     SCALED    
 FS0384* NAVD 88     -       463.008  (meters)    1519.05   (feet)  POSTED    
 FS0384  ___________________________________________________________________
 FS0384  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0384  DYNAMIC HT  -         462.540 (meters)    1517.52  (feet)  COMP
 FS0384  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 FS0384
 FS0384  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0384
 FS0384.The horizontal coordinates were scaled from a topographic map and have
 FS0384.an estimated accuracy of +/- 6 seconds.
 FS0384
 FS0384.The orthometric height was determined by differential leveling
 FS0384.and adjusted by the  in 1992.
 FS0384.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0384.rate of 1.1 thru 2.0 mm/km.
 FS0384
 FS0384.The geoid height was determined by GEOID03.
 FS0384
 FS0384.The dynamic height is computed by dividing the NAVD 88
 FS0384.geopotential number by the normal gravity value computed on the
 FS0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0384.degrees latitude (g = 980.6199 gals.).
 FS0384
 FS0384.The modeled gravity was interpolated from observed gravity values.
 FS0384
 FS0384;                    North         East    Units  Estimated Accuracy
 FS0384;SPC AZ W     -   551,890.      147,000.      MT  (+/- 180 meters Scaled)
 FS0384
 FS0384                          SUPERSEDED SURVEY CONTROL
 FS0384
 FS0384  NGVD 29 (??/??/92)  462.29   (m)         1516.7    (f) COMPUTED    1 2
 FS0384
 FS0384.Superseded values are not recommended for survey control.
 FS0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0384.See file dsdata.txt to determine how the superseded data were derived.
 FS0384
 FS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV266839(NAD 83)
 FS0384_MARKER: DB = BENCH MARK DISK
 FS0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0384_STAMPING: C 120 1935
 FS0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0384+STABILITY: SURFACE MOTION
 FS0384
 FS0384  HISTORY     - Date     Condition        Report By
 FS0384  HISTORY     - 1935     MONUMENTED       CGS
 FS0384  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0384
 FS0384                          STATION DESCRIPTION
 FS0384
 FS0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0384'6.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0384'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE HILLS
 FS0384'ROAD TO JUNCTION OF DETRITAL WASH ROAD, 14.0 FEET NORTH ALONG
 FS0384'DETRITAL WASH ROAD, 100 FEET WEST OF THE WEST EDGE OF DETRITAL
 FS0384'WASH, 345 FEET SOUTHEAST OF FOOTHILLS, AND 42 FEET NORTH OF A
 FS0384'CROSSWASH.  A STANDARD DISK, STAMPED C 120 1935 AND SET IN THE
 FS0384'TOP OF A CONCRETE POST.  NOTE-- IT IS POSSIBLE THAT THE MARK IS
 FS0384'COVERED BY SAND WHICH HAS ACCUMULATED AT THIS POINT FROM A CROSS
 FS0384'WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0647 ***********************************************************************
 CG0647  DESIGNATION -  C 121
 CG0647  PID         -  CG0647
 CG0647  STATE/COUNTY-  AZ/PIMA
 CG0647  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0647
 CG0647                         *CURRENT SURVEY CONTROL
 CG0647  ___________________________________________________________________
 CG0647* NAD 83(1986)-  31 56 25.     (N)    111 41 53.     (W)     SCALED    
 CG0647* NAVD 88     -       943.34   (+/-2cm)    3094.9    (feet)  VERTCON   
 CG0647  ___________________________________________________________________
 CG0647  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0647
 CG0647.The horizontal coordinates were scaled from a topographic map and have
 CG0647.an estimated accuracy of +/- 6 seconds.
 CG0647
 CG0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0647.The vertical order pertains to the NGVD 29 superseded value.
 CG0647
 CG0647.The geoid height was determined by GEOID03.
 CG0647
 CG0647;                    North         East    Units  Estimated Accuracy
 CG0647;SPC AZ C     -   104,270.      234,030.      MT  (+/- 180 meters Scaled)
 CG0647
 CG0647                          SUPERSEDED SURVEY CONTROL
 CG0647
 CG0647  NGVD 29 (??/??/92)  942.590  (m)         3092.48   (f) ADJ UNCH    2 0
 CG0647
 CG0647.Superseded values are not recommended for survey control.
 CG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0647.See file dsdata.txt to determine how the superseded data were derived.
 CG0647
 CG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA340340(NAD 83)
 CG0647_MARKER: DB = BENCH MARK DISK
 CG0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0647_STAMPING: C 121 1935
 CG0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0647+STABILITY: SURFACE MOTION
 CG0647
 CG0647  HISTORY     - Date     Condition        Report By
 CG0647  HISTORY     - 1935     MONUMENTED       CGS
 CG0647  HISTORY     - 1952     GOOD             NGS
 CG0647
 CG0647                          STATION DESCRIPTION
 CG0647
 CG0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0647'17.45 MI E FROM SELLS.
 CG0647'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0647'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 4.3 MILES
 CG0647'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 57 1/2 FEET SOUTHWEST OF
 CG0647'THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF A PALO VERDE TREE,
 CG0647'2.2 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CG0647'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CG0647'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0663 ***********************************************************************
 CG0663  DESIGNATION -  C 122
 CG0663  PID         -  CG0663
 CG0663  STATE/COUNTY-  AZ/PIMA
 CG0663  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0663
 CG0663                         *CURRENT SURVEY CONTROL
 CG0663  ___________________________________________________________________
 CG0663* NAD 83(1986)-  31 50 26.     (N)    111 39 25.     (W)     SCALED    
 CG0663* NAVD 88     -       994.82   (+/-2cm)    3263.8    (feet)  VERTCON   
 CG0663  ___________________________________________________________________
 CG0663  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CG0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0663
 CG0663.The horizontal coordinates were scaled from a topographic map and have
 CG0663.an estimated accuracy of +/- 6 seconds.
 CG0663
 CG0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0663.The vertical order pertains to the NGVD 29 superseded value.
 CG0663
 CG0663.The geoid height was determined by GEOID03.
 CG0663
 CG0663;                    North         East    Units  Estimated Accuracy
 CG0663;SPC AZ C     -    93,220.      237,940.      MT  (+/- 180 meters Scaled)
 CG0663
 CG0663                          SUPERSEDED SURVEY CONTROL
 CG0663
 CG0663  NGVD 29 (??/??/92)  994.051  (m)         3261.32   (f) ADJ UNCH    2 0
 CG0663
 CG0663.Superseded values are not recommended for survey control.
 CG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0663.See file dsdata.txt to determine how the superseded data were derived.
 CG0663
 CG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA378229(NAD 83)
 CG0663_MARKER: DB = BENCH MARK DISK
 CG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0663_STAMPING: C 122 1935
 CG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0663+STABILITY: SURFACE MOTION
 CG0663
 CG0663  HISTORY     - Date     Condition        Report By
 CG0663  HISTORY     - 1935     MONUMENTED       CGS
 CG0663  HISTORY     - 1952     GOOD             NGS
 CG0663
 CG0663                          STATION DESCRIPTION
 CG0663
 CG0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0663'12.7 MI E FROM TOPAWA.
 CG0663'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0663'TOPAWA, THENCE 3.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0663'ROAD, 0.85 MILES NORTH OF THE Y JUNCTION OF THE FRESNAL CANYON ROAD
 CG0663'LEADING EAST, AND ABOUT 0.2 MILE SOUTH OF A ADOBE HOUSE ACROSS A LARGE
 CG0663'WASH, 193 FEET SOUTHWEST OF THE RUINS OF AN OLD ADOBE HOUSE, 88 FEET
 CG0663'SOUTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A WITNESS
 CG0663'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0663'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND, A METAL TAG STAMPED
 CG0663'3261.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0758 ***********************************************************************
 CG0758  DESIGNATION -  C 123
 CG0758  PID         -  CG0758
 CG0758  STATE/COUNTY-  AZ/PIMA
 CG0758  USGS QUAD   -  SAN MIGUEL (1984)
 CG0758
 CG0758                         *CURRENT SURVEY CONTROL
 CG0758  ___________________________________________________________________
 CG0758* NAD 83(1986)-  31 36 49.     (N)    111 46 48.     (W)     SCALED    
 CG0758* NAVD 88     -       755.64   (+/-2cm)    2479.1    (feet)  VERTCON   
 CG0758  ___________________________________________________________________
 CG0758  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0758
 CG0758.The horizontal coordinates were scaled from a topographic map and have
 CG0758.an estimated accuracy of +/- 6 seconds.
 CG0758
 CG0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0758.The vertical order pertains to the NGVD 29 superseded value.
 CG0758
 CG0758.The geoid height was determined by GEOID03.
 CG0758
 CG0758;                    North         East    Units  Estimated Accuracy
 CG0758;SPC AZ C     -    68,040.      226,330.      MT  (+/- 180 meters Scaled)
 CG0758
 CG0758                          SUPERSEDED SURVEY CONTROL
 CG0758
 CG0758  NGVD 29 (??/??/92)  754.898  (m)         2476.69   (f) ADJ UNCH    2 0
 CG0758
 CG0758.Superseded values are not recommended for survey control.
 CG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0758.See file dsdata.txt to determine how the superseded data were derived.
 CG0758
 CG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV260978(NAD 83)
 CG0758_MARKER: DB = BENCH MARK DISK
 CG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0758_STAMPING: C 123 1935
 CG0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0758+STABILITY: SURFACE MOTION
 CG0758
 CG0758  HISTORY     - Date     Condition        Report By
 CG0758  HISTORY     - 1935     MONUMENTED       CGS
 CG0758  HISTORY     - 1952     GOOD             NGS
 CG0758  HISTORY     - 1977     GOOD             USGS
 CG0758
 CG0758                          STATION DESCRIPTION
 CG0758
 CG0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0758'IN SAN MIGUEL.
 CG0758'AT SAN MIGUEL, AT THE Y JUNCTION OF A MAIN ROAD AND TRACK ROAD LEADING
 CG0758'NORTHEAST, 228.7 FEET WEST OF THE SOUTHWEST CORNER OF A STUCCO
 CG0758'BUILDING WITH YELLOW LETTERS SAN MIGUEL ON THE ROOF, 161.1 FEET
 CG0758'NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH BUILDING, 79 FEET EAST
 CG0758'OF THE CENTER LINE OF THE MAIN ROAD, 36 1/2 FEET SOUTHEAST OF THE
 CG0758'CENTER LINE OF THE TRACK ROAD LEADING NORTHEAST, 3.5 FEET WEST OF A
 CG0758'TELEPHONE POLE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 CG0758'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CG0758'FOOT ABOVE THE GROUND.
 CG0758
 CG0758                          STATION RECOVERY (1977)
 CG0758
 CG0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0758'SAN MIGUEL, AT THE Y JUNCTION OF A MAIN RD. AND TRACK RD. LEADING NE.
 CG0758'161 FT NW. CORNER OF AN ABANDONED CHURCH BUILDING. 85 FT E. OF THE
 CG0758'CENTERLINE OF MAIN RD., 3.5 FT W. OF A TELEPHONE POLE ABOUT 1 FT
 CG0758'HIGHER THAN THE RD. SET IN A CONCRETE POST PROJECTING 0.9 FT ABOVE
 CG0758'GROUND. STANDARD DISK STAMPED C 123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0478 ***********************************************************************
 FR0478  DESIGNATION -  C 124
 FR0478  PID         -  FR0478
 FR0478  STATE/COUNTY-  AZ/MOHAVE
 FR0478  USGS QUAD   -  ANTARES (1980)
 FR0478
 FR0478                         *CURRENT SURVEY CONTROL
 FR0478  ___________________________________________________________________
 FR0478* NAD 83(1986)-  35 24 10.     (N)    113 45 52.     (W)     SCALED    
 FR0478* NAVD 88     -      1089.475  (meters)    3574.39   (feet)  ADJUSTED  
 FR0478  ___________________________________________________________________
 FR0478  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FR0478  DYNAMIC HT  -        1088.177 (meters)    3570.13  (feet)  COMP
 FR0478  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 FR0478
 FR0478  VERT ORDER  -  FIRST     CLASS I
 FR0478
 FR0478.The horizontal coordinates were scaled from a topographic map and have
 FR0478.an estimated accuracy of +/- 6 seconds.
 FR0478
 FR0478.The orthometric height was determined by differential leveling
 FR0478.and adjusted in June 1991.
 FR0478
 FR0478.The geoid height was determined by GEOID03.
 FR0478
 FR0478.The dynamic height is computed by dividing the NAVD 88
 FR0478.geopotential number by the normal gravity value computed on the
 FR0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0478.degrees latitude (g = 980.6199 gals.).
 FR0478
 FR0478.The modeled gravity was interpolated from observed gravity values.
 FR0478
 FR0478;                    North         East    Units  Estimated Accuracy
 FR0478;SPC AZ W     -   488,270.      212,050.      MT  (+/- 180 meters Scaled)
 FR0478
 FR0478                          SUPERSEDED SURVEY CONTROL
 FR0478
 FR0478  NGVD 29 (??/??/92) 1088.674  (m)         3571.76   (f) ADJ UNCH    1 1
 FR0478
 FR0478.Superseded values are not recommended for survey control.
 FR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0478.See file dsdata.txt to determine how the superseded data were derived.
 FR0478
 FR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE489212(NAD 83)
 FR0478_MARKER: DB = BENCH MARK DISK
 FR0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0478_STAMPING: C 124 1935
 FR0478_MARK LOGO: CGS   
 FR0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0478+STABILITY: SURFACE MOTION
 FR0478
 FR0478  HISTORY     - Date     Condition        Report By
 FR0478  HISTORY     - 1935     MONUMENTED       CGS
 FR0478  HISTORY     - 1940     GOOD             NGS
 FR0478  HISTORY     - 1982     GOOD             NGS
 FR0478
 FR0478                          STATION DESCRIPTION
 FR0478
 FR0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0478'3.2 MI NW FROM HACKBERRY.
 FR0478'3.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0478'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 240 FEET NORTHWEST OF
 FR0478'MILEPOST 492, AT CONCRETE CULVERT A 493, IN THE TOP OF THE EAST END OF
 FR0478'THE SOUTH HEADWALL, 12 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 FR0478'TRACK, AND 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 FR0478'DISK, STAMPED C 124 1935.
 FR0478
 FR0478                          STATION RECOVERY (1982)
 FR0478
 FR0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0524 ***********************************************************************
 FR0524  DESIGNATION -  C 125
 FR0524  PID         -  FR0524
 FR0524  STATE/COUNTY-  AZ/MOHAVE
 FR0524  USGS QUAD   -  ANTARES (1980)
 FR0524
 FR0524                         *CURRENT SURVEY CONTROL
 FR0524  ___________________________________________________________________
 FR0524* NAD 83(1986)-  35 26 21.     (N)    113 46 50.     (W)     SCALED    
 FR0524* NAVD 88     -      1014.322  (meters)    3327.82   (feet)  POSTED    
 FR0524  ___________________________________________________________________
 FR0524  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FR0524  DYNAMIC HT  -        1013.130 (meters)    3323.91  (feet)  COMP
 FR0524  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 FR0524
 FR0524  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0524
 FR0524.The horizontal coordinates were scaled from a topographic map and have
 FR0524.an estimated accuracy of +/- 6 seconds.
 FR0524
 FR0524.The orthometric height was determined by differential leveling
 FR0524.and adjusted by the  in 1992.
 FR0524.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0524.rate of 1.1 thru 2.0 mm/km.
 FR0524
 FR0524.The geoid height was determined by GEOID03.
 FR0524
 FR0524.The dynamic height is computed by dividing the NAVD 88
 FR0524.geopotential number by the normal gravity value computed on the
 FR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0524.degrees latitude (g = 980.6199 gals.).
 FR0524
 FR0524.The modeled gravity was interpolated from observed gravity values.
 FR0524
 FR0524;                    North         East    Units  Estimated Accuracy
 FR0524;SPC AZ W     -   492,310.      210,590.      MT  (+/- 180 meters Scaled)
 FR0524
 FR0524                          SUPERSEDED SURVEY CONTROL
 FR0524
 FR0524  NGVD 29 (??/??/92) 1013.533  (m)         3325.23   (f) ADJ UNCH    1 1
 FR0524
 FR0524.Superseded values are not recommended for survey control.
 FR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0524.See file dsdata.txt to determine how the superseded data were derived.
 FR0524
 FR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE476253(NAD 83)
 FR0524_MARKER: DB = BENCH MARK DISK
 FR0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0524_STAMPING: C 125 1935
 FR0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0524+STABILITY: SURFACE MOTION
 FR0524
 FR0524  HISTORY     - Date     Condition        Report By
 FR0524  HISTORY     - 1935     MONUMENTED       CGS
 FR0524  HISTORY     - 1970     GOOD             USGS
 FR0524
 FR0524                          STATION DESCRIPTION
 FR0524
 FR0524'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0524'5.8 MI E FROM HACKBERRY.
 FR0524'FROM THE HIGHWAY STORE AT HACKBERRY GO 1.6 MILES NORTHWEST ALONG US
 FR0524'HIGHWAY 66 TO T ROAD RIGHT, HENCE EAST ON T ROAD 0.4 MILES TO ROAD
 FR0524'FORK, LEFT FORK NW FOR 2.6 MILES TO ROAD FORK, TAKE LEFT FORK WEST FOR
 FR0524'0.6 MILES TO STEEL TOWER TRANSMISSION LINE, THEN NORTHWEST ALONG POWER
 FR0524'LINE SERVICE ROAD FOR THREE TOWERS TO TOWER NO.73.3. TURN DUE EAST OFF
 FR0524'ROAD FOR 0.33 MILES TO BM. BM IS 40 FT. EAST OF SHALLOW DRAIN, SET IN
 FR0524'CONCRETE POST PROJECTING 0.8 FT. 3FT. NORTH OF WOOD POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0457 ***********************************************************************
 FS0457  DESIGNATION -  C 126
 FS0457  PID         -  FS0457
 FS0457  STATE/COUNTY-  AZ/MOHAVE
 FS0457  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0457
 FS0457                         *CURRENT SURVEY CONTROL
 FS0457  ___________________________________________________________________
 FS0457* NAD 83(1986)-  35 52 57.     (N)    114 05 27.     (W)     SCALED    
 FS0457* NAVD 88     -      1207.469  (meters)    3961.50   (feet)  POSTED    
 FS0457  ___________________________________________________________________
 FS0457  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FS0457  DYNAMIC HT  -        1206.100 (meters)    3957.01  (feet)  COMP
 FS0457  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 FS0457
 FS0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0457
 FS0457.The horizontal coordinates were scaled from a topographic map and have
 FS0457.an estimated accuracy of +/- 6 seconds.
 FS0457
 FS0457.The orthometric height was determined by differential leveling
 FS0457.and adjusted by the  in 1992.
 FS0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0457.rate of 0.0 thru 1.0 mm/km.
 FS0457
 FS0457.The geoid height was determined by GEOID03.
 FS0457
 FS0457.The dynamic height is computed by dividing the NAVD 88
 FS0457.geopotential number by the normal gravity value computed on the
 FS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0457.degrees latitude (g = 980.6199 gals.).
 FS0457
 FS0457.The modeled gravity was interpolated from observed gravity values.
 FS0457
 FS0457;                    North         East    Units  Estimated Accuracy
 FS0457;SPC AZ W     -   541,550.      182,590.      MT  (+/- 180 meters Scaled)
 FS0457
 FS0457                          SUPERSEDED SURVEY CONTROL
 FS0457
 FS0457  NGVD 29 (??/??/92) 1206.704  (m)         3958.99   (f) ADJ UNCH    1 1
 FS0457
 FS0457.Superseded values are not recommended for survey control.
 FS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0457.See file dsdata.txt to determine how the superseded data were derived.
 FS0457
 FS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV626748(NAD 83)
 FS0457_MARKER: DB = BENCH MARK DISK
 FS0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0457_STAMPING: C 126 1935
 FS0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0457+STABILITY: SURFACE MOTION
 FS0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0457+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2000
 FS0457
 FS0457  HISTORY     - Date     Condition        Report By
 FS0457  HISTORY     - 1935     MONUMENTED       CGS
 FS0457  HISTORY     - 1950     GOOD             NGS
 FS0457  HISTORY     - 1986     GOOD             USPSQD
 FS0457  HISTORY     - 20001201 GOOD             AZ-015
 FS0457
 FS0457                          STATION DESCRIPTION
 FS0457
 FS0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0457'19.1 MI S FROM PIERCES FERRY.
 FS0457'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0457'RANGER STATION AT PIERCES FERRY, THENCE 5.7 MILES SOUTH ALONG
 FS0457'A DIRT ROAD, ON THE TOP OF A RIDGE BETWEEN TWO WASHES, 0.15
 FS0457'MILE NORTH OF AN EAST-WEST FENCE LINE, 12 FEET EAST OF THE CENTER
 FS0457'LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 FS0457'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0457'0.5 FOOT ABOVE GROUND.
 FS0457
 FS0457                          STATION RECOVERY (1986)
 FS0457
 FS0457'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0457'RECOVERED IN GOOD CONDITION.
 FS0457
 FS0457                          STATION RECOVERY (2000)
 FS0457
 FS0457'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FS0457'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FS0457'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0396 ***********************************************************************
 GR0396  DESIGNATION -  C 127
 GR0396  PID         -  GR0396
 GR0396  STATE/COUNTY-  AZ/MOHAVE
 GR0396  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0396
 GR0396                         *CURRENT SURVEY CONTROL
 GR0396  ___________________________________________________________________
 GR0396* NAD 83(1986)-  36 06 35.     (N)    114 02 32.     (W)     SCALED    
 GR0396* NAVD 88     -       619.558  (meters)    2032.67   (feet)  POSTED    
 GR0396  ___________________________________________________________________
 GR0396  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0396  DYNAMIC HT  -         618.900 (meters)    2030.51  (feet)  COMP
 GR0396  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 GR0396
 GR0396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0396
 GR0396.The horizontal coordinates were scaled from a topographic map and have
 GR0396.an estimated accuracy of +/- 6 seconds.
 GR0396
 GR0396.The orthometric height was determined by differential leveling
 GR0396.and adjusted by the  in 1992.
 GR0396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0396.rate of 0.0 thru 1.0 mm/km.
 GR0396
 GR0396.The geoid height was determined by GEOID03.
 GR0396
 GR0396.The dynamic height is computed by dividing the NAVD 88
 GR0396.geopotential number by the normal gravity value computed on the
 GR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0396.degrees latitude (g = 980.6199 gals.).
 GR0396
 GR0396.The modeled gravity was interpolated from observed gravity values.
 GR0396
 GR0396;                    North         East    Units  Estimated Accuracy
 GR0396;SPC AZ W     -   566,750.      187,050.      MT  (+/- 180 meters Scaled)
 GR0396
 GR0396                          SUPERSEDED SURVEY CONTROL
 GR0396
 GR0396  NGVD 29 (??/??/92)  618.849  (m)         2030.34   (f) ADJ UNCH    1 1
 GR0396
 GR0396.Superseded values are not recommended for survey control.
 GR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0396.See file dsdata.txt to determine how the superseded data were derived.
 GR0396
 GR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA662001(NAD 83)
 GR0396_MARKER: DB = BENCH MARK DISK
 GR0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0396_STAMPING: C 127 935
 GR0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0396+STABILITY: SURFACE MOTION
 GR0396
 GR0396  HISTORY     - Date     Condition        Report By
 GR0396  HISTORY     - 1935     MONUMENTED       CGS
 GR0396  HISTORY     - 1950     GOOD             NGS
 GR0396
 GR0396                          STATION DESCRIPTION
 GR0396
 GR0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0396'2.6 MI SW FROM PIERCES FERRY.
 GR0396'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0396'STATION AT PIERCES FERRY, THENCE 2.1 MILES SOUTHWEST ALONG AN OLD
 GR0396'ABANDONED ROAD, 315 FEET NORTHWEST OF THE CENTER LINE OF THE PARK
 GR0396'SERVICE ROAD, 297 FEET NORTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 GR0396'ROCK HEAD WALL OF CULVERT UNDER THE PARK SERVICE ROAD, 20 FEET
 GR0396'NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF THE
 GR0396'NORTHEAST EDGE OF A WASH, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT
 GR0396'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0396'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0437 ***********************************************************************
 FS0437  DESIGNATION -  C 128
 FS0437  PID         -  FS0437
 FS0437  STATE/COUNTY-  AZ/MOHAVE
 FS0437  USGS QUAD   -  GOLD BASIN (1989)
 FS0437
 FS0437                         *CURRENT SURVEY CONTROL
 FS0437  ___________________________________________________________________
 FS0437* NAD 83(1986)-  35 49 27.     (N)    114 09 17.     (W)     SCALED    
 FS0437* NAVD 88     -       842.795  (meters)    2765.07   (feet)  POSTED    
 FS0437  ___________________________________________________________________
 FS0437  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FS0437  DYNAMIC HT  -         841.870 (meters)    2762.04  (feet)  COMP
 FS0437  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 FS0437
 FS0437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0437
 FS0437.The horizontal coordinates were scaled from a topographic map and have
 FS0437.an estimated accuracy of +/- 6 seconds.
 FS0437
 FS0437.The orthometric height was determined by differential leveling
 FS0437.and adjusted by the  in 1992.
 FS0437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0437.rate of 0.0 thru 1.0 mm/km.
 FS0437
 FS0437.The geoid height was determined by GEOID03.
 FS0437
 FS0437.The dynamic height is computed by dividing the NAVD 88
 FS0437.geopotential number by the normal gravity value computed on the
 FS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0437.degrees latitude (g = 980.6199 gals.).
 FS0437
 FS0437.The modeled gravity was interpolated from observed gravity values.
 FS0437
 FS0437;                    North         East    Units  Estimated Accuracy
 FS0437;SPC AZ W     -   535,100.      176,790.      MT  (+/- 180 meters Scaled)
 FS0437
 FS0437                          SUPERSEDED SURVEY CONTROL
 FS0437
 FS0437  NGVD 29 (??/??/92)  842.067  (m)         2762.68   (f) ADJ UNCH    1 1
 FS0437
 FS0437.Superseded values are not recommended for survey control.
 FS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0437.See file dsdata.txt to determine how the superseded data were derived.
 FS0437
 FS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV570681(NAD 83)
 FS0437_MARKER: DB = BENCH MARK DISK
 FS0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0437_STAMPING: C 128 1935
 FS0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0437+STABILITY: SURFACE MOTION
 FS0437
 FS0437  HISTORY     - Date     Condition        Report By
 FS0437  HISTORY     - 1935     MONUMENTED       CGS
 FS0437  HISTORY     - 1950     GOOD             NGS
 FS0437  HISTORY     - 19870126 GOOD             USPSQD
 FS0437
 FS0437                          STATION DESCRIPTION
 FS0437
 FS0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0437'30.2 MI S FROM PIERCES FERRY.
 FS0437'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0437'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG
 FS0437'A DIRT ROAD, THENCE 3.1 MILES NORTHWEST ALONG THE HUALPAI WASH
 FS0437'ROAD, 0.5 MILE NORTHWEST OF THE SMITH RANCHHOUSE, 38 1/2 FEET
 FS0437'NORTH OF AND ACROSS THE ROAD FROM AN 18-INCH JOSHUA TREE, 15 1/2
 FS0437'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET EAST OF
 FS0437'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 FS0437'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0437
 FS0437                          STATION RECOVERY (1987)
 FS0437
 FS0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0410 ***********************************************************************
 FS0410  DESIGNATION -  C 129
 FS0410  PID         -  FS0410
 FS0410  STATE/COUNTY-  AZ/MOHAVE
 FS0410  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0410
 FS0410                         *CURRENT SURVEY CONTROL
 FS0410  ___________________________________________________________________
 FS0410* NAD 83(1986)-  35 59 33.     (N)    114 08 31.     (W)     SCALED    
 FS0410* NAVD 88     -       445.003  (meters)    1459.98   (feet)  POSTED    
 FS0410  ___________________________________________________________________
 FS0410  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0410  DYNAMIC HT  -         444.550 (meters)    1458.49  (feet)  COMP
 FS0410  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 FS0410
 FS0410  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0410
 FS0410.The horizontal coordinates were scaled from a topographic map and have
 FS0410.an estimated accuracy of +/- 6 seconds.
 FS0410
 FS0410.The orthometric height was determined by differential leveling
 FS0410.and adjusted by the  in 1992.
 FS0410.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0410.rate of 4.1 thru 8.0 mm/km.
 FS0410
 FS0410.The geoid height was determined by GEOID03.
 FS0410
 FS0410.The dynamic height is computed by dividing the NAVD 88
 FS0410.geopotential number by the normal gravity value computed on the
 FS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0410.degrees latitude (g = 980.6199 gals.).
 FS0410
 FS0410.The modeled gravity was interpolated from observed gravity values.
 FS0410
 FS0410;                    North         East    Units  Estimated Accuracy
 FS0410;SPC AZ W     -   553,770.      178,020.      MT  (+/- 180 meters Scaled)
 FS0410
 FS0410                          SUPERSEDED SURVEY CONTROL
 FS0410
 FS0410  NGVD 29 (??/??/92)  444.372  (m)         1457.91   (f) ADJ UNCH    1 1
 FS0410
 FS0410.Superseded values are not recommended for survey control.
 FS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0410.See file dsdata.txt to determine how the superseded data were derived.
 FS0410
 FS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV576868(NAD 83)
 FS0410_MARKER: DB = BENCH MARK DISK
 FS0410_SETTING: 66 = SET IN ROCK OUTCROP
 FS0410_SP_SET: ROCK OUTCROP
 FS0410_STAMPING: C 129 1935
 FS0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0410+STABILITY: POSITION/ELEVATION WELL
 FS0410
 FS0410  HISTORY     - Date     Condition        Report By
 FS0410  HISTORY     - 1935     MONUMENTED       CGS
 FS0410  HISTORY     - 1950     GOOD             NGS
 FS0410  HISTORY     - 19870220 GOOD             USPSQD
 FS0410
 FS0410                          STATION DESCRIPTION
 FS0410
 FS0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0410'2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0410'2.0 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0410'WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 80 YARDS NORTH OF THE
 FS0410'MOUTH OF A RAVINE ENTERING HUALPAI WASH FROM THE WEST, ABOUT 50
 FS0410'FEET EAST OF AND ACROSS THE ROAD FROM THE WEST BANK OF THE WASH,
 FS0410'IN THE TOP OF A LARGE WHITE OUTCROP, 19 FEET EAST OF THE CENTER
 FS0410'LINE OF THE ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED
 FS0410'BY THE WHITE PAINTED LETTERS B M.
 FS0410
 FS0410                          STATION RECOVERY (1987)
 FS0410
 FS0410'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0984 ***********************************************************************
 DV0984  DESIGNATION -  C 13
 DV0984  PID         -  DV0984
 DV0984  STATE/COUNTY-  AZ/MARICOPA
 DV0984  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV0984
 DV0984                         *CURRENT SURVEY CONTROL
 DV0984  ___________________________________________________________________
 DV0984* NAD 83(1986)-  33 30 13.     (N)    113 05 31.     (W)     SCALED    
 DV0984* NAVD 88     -       362.867  (meters)    1190.51   (feet)  ADJUSTED  
 DV0984  ___________________________________________________________________
 DV0984  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV0984  DYNAMIC HT  -         362.450 (meters)    1189.14  (feet)  COMP
 DV0984  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 DV0984
 DV0984  VERT ORDER  -  FIRST     CLASS II
 DV0984
 DV0984.The horizontal coordinates were scaled from a topographic map and have
 DV0984.an estimated accuracy of +/- 6 seconds.
 DV0984
 DV0984.The orthometric height was determined by differential leveling
 DV0984.and adjusted in June 1991.
 DV0984
 DV0984.The geoid height was determined by GEOID03.
 DV0984
 DV0984.The dynamic height is computed by dividing the NAVD 88
 DV0984.geopotential number by the normal gravity value computed on the
 DV0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0984.degrees latitude (g = 980.6199 gals.).
 DV0984
 DV0984.The modeled gravity was interpolated from observed gravity values.
 DV0984
 DV0984;                    North         East    Units  Estimated Accuracy
 DV0984;SPC AZ C     -   278,220.      104,160.      MT  (+/- 180 meters Scaled)
 DV0984
 DV0984                          SUPERSEDED SURVEY CONTROL
 DV0984
 DV0984  NGVD 29 (??/??/92)  362.242  (m)         1188.46   (f) ADJ UNCH    1 2
 DV0984
 DV0984.Superseded values are not recommended for survey control.
 DV0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0984.See file dsdata.txt to determine how the superseded data were derived.
 DV0984
 DV0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC056090(NAD 83)
 DV0984_MARKER: DB = BENCH MARK DISK
 DV0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0984_STAMPING: C 13 1927 1188.456
 DV0984_MARK LOGO: CGS   
 DV0984_PROJECTION: FLUSH
 DV0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0984+STABILITY: SURFACE MOTION
 DV0984
 DV0984  HISTORY     - Date     Condition        Report By
 DV0984  HISTORY     - 1927     MONUMENTED       CGS
 DV0984  HISTORY     - 1962     GOOD             NGS
 DV0984  HISTORY     - 1981     GOOD             NGS
 DV0984
 DV0984                          STATION DESCRIPTION
 DV0984
 DV0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0984'24.6 MI NW FROM HASSYAMPA.
 DV0984'MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT TONOPAH BY GOING 7.2
 DV0984'MILES WEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES NORTHWEST ALONG THE
 DV0984'SALOME-HASSYAMPA ROAD, THENCE 0.2 MILE SOUTH ACROSS COUNTRY TO A DIM
 DV0984'ROAD AND THE CREST OF A SMALL RISE, 41.8 FEET SOUTHWEST OF THE CENTER
 DV0984'OF THE DIM ROAD, 1.9 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 DV0984'FEET ABOVE THE LEVEL OF THE ROAD, SET IN TOP OF A CONCRETE POST
 DV0984'PROJECTING 6 INCHES.
 DV0984
 DV0984                          STATION RECOVERY (1981)
 DV0984
 DV0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0984'11 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0984'AT TONOPAH, THENCE 3.7 KM (2.3 MI) NORTHWEST ALONG SALOME ROAD, THENCE
 DV0984'0.5 KM (0.3 MI) SOUTH ALONG A GRAVEL ROAD WHICH PARALLELS THE WEST
 DV0984'SIDE OF A DRY WASH, AT THE CREST OF A SMALL RISE, 70.7 METERS (232 FT)
 DV0984'EAST OF THE CENTERLINE OF THE ROAD, 11.9 METERS (39 FT) SOUTH OF
 DV0984'THE CENTERLINE OF A TRACK ROAD, 0.55 METER (1.9 FT) EAST OF A WOODEN
 DV0984'WITNESS POST.
 DV0984'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DV0984'THE MARK IS 1 M ABOVE THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0112 ***********************************************************************
 GQ0112  DESIGNATION -  C 130
 GQ0112  PID         -  GQ0112
 GQ0112  STATE/COUNTY-  AZ/MOHAVE
 GQ0112  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0112
 GQ0112                         *CURRENT SURVEY CONTROL
 GQ0112  ___________________________________________________________________
 GQ0112* NAD 83(1986)-  36 14 42.     (N)    113 54 25.     (W)     SCALED    
 GQ0112* NAVD 88     -       612.131  (meters)    2008.30   (feet)  POSTED    
 GQ0112  ___________________________________________________________________
 GQ0112  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GQ0112  DYNAMIC HT  -         611.490 (meters)    2006.20  (feet)  COMP
 GQ0112  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 GQ0112
 GQ0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0112
 GQ0112.The horizontal coordinates were scaled from a topographic map and have
 GQ0112.an estimated accuracy of +/- 6 seconds.
 GQ0112
 GQ0112.The orthometric height was determined by differential leveling
 GQ0112.and adjusted by the  in 1992.
 GQ0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0112.rate of 0.0 thru 1.0 mm/km.
 GQ0112
 GQ0112.The geoid height was determined by GEOID03.
 GQ0112
 GQ0112.The dynamic height is computed by dividing the NAVD 88
 GQ0112.geopotential number by the normal gravity value computed on the
 GQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0112.degrees latitude (g = 980.6199 gals.).
 GQ0112
 GQ0112.The modeled gravity was interpolated from observed gravity values.
 GQ0112
 GQ0112;                    North         East    Units  Estimated Accuracy
 GQ0112;SPC AZ W     -   581,730.      199,250.      MT  (+/- 180 meters Scaled)
 GQ0112
 GQ0112                          SUPERSEDED SURVEY CONTROL
 GQ0112
 GQ0112  NGVD 29 (??/??/92)  611.430  (m)         2006.00   (f) ADJ UNCH    1 1
 GQ0112
 GQ0112.Superseded values are not recommended for survey control.
 GQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0112.See file dsdata.txt to determine how the superseded data were derived.
 GQ0112
 GQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF387150(NAD 83)
 GQ0112_MARKER: DB = BENCH MARK DISK
 GQ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0112_STAMPING: C 130 1935
 GQ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0112+STABILITY: SURFACE MOTION
 GQ0112
 GQ0112  HISTORY     - Date     Condition        Report By
 GQ0112  HISTORY     - 1935     MONUMENTED       CGS
 GQ0112  HISTORY     - 1950     GOOD             NGS
 GQ0112
 GQ0112                          STATION DESCRIPTION
 GQ0112
 GQ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0112'54.2 MI SE FROM RIVERSIDE, NV.
 GQ0112'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0112'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRDIGE AT RIVERSIDE,
 GQ0112'THENCE 14.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0112'FERRY ROAD, 0.5 MILE EAST OF THE Y JUNCTION OF A TRACK ROAD LEADING
 GQ0112'WEST, ABOUT 37 YARDS SOUTH OF AND ACROSS THE ROAD FROM THE
 GQ0112'APPROXIMATEE CENTER OF A SMALL WASH, 24 FEET SOUTH OF THE CENTER LINE
 GQ0112'OF THE ROAD, 2.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 GQ0112'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 GQ0112'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0316 ***********************************************************************
 ET0316  DESIGNATION -  C 132
 ET0316  PID         -  ET0316
 ET0316  STATE/COUNTY-  AZ/YAVAPAI
 ET0316  USGS QUAD   -  ESTLER PEAK (1974)
 ET0316
 ET0316                         *CURRENT SURVEY CONTROL
 ET0316  ___________________________________________________________________
 ET0316* NAD 83(1986)-  34 23 25.     (N)    112 02 56.     (W)     SCALED    
 ET0316* NAVD 88     -      1183.63   (+/-2cm)    3883.3    (feet)  VERTCON   
 ET0316  ___________________________________________________________________
 ET0316  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0316
 ET0316.The horizontal coordinates were scaled from a topographic map and have
 ET0316.an estimated accuracy of +/- 6 seconds.
 ET0316
 ET0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0316.The vertical order pertains to the NGVD 29 superseded value.
 ET0316
 ET0316.The geoid height was determined by GEOID03.
 ET0316
 ET0316;                    North         East    Units  Estimated Accuracy
 ET0316;SPC AZ C     -   375,950.      201,200.      MT  (+/- 180 meters Scaled)
 ET0316
 ET0316                          SUPERSEDED SURVEY CONTROL
 ET0316
 ET0316  NGVD 29 (??/??/92) 1182.921  (m)         3880.97   (f) ADJ UNCH    2 0
 ET0316
 ET0316.Superseded values are not recommended for survey control.
 ET0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0316.See file dsdata.txt to determine how the superseded data were derived.
 ET0316
 ET0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD035059(NAD 83)
 ET0316_MARKER: DB = BENCH MARK DISK
 ET0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0316_STAMPING: C 132 1935
 ET0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0316+STABILITY: SURFACE MOTION
 ET0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0316+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0316
 ET0316  HISTORY     - Date     Condition        Report By
 ET0316  HISTORY     - 1935     MONUMENTED       CGS
 ET0316  HISTORY     - 1952     GOOD             NGS
 ET0316  HISTORY     - 20080613 GOOD             GEOCAC
 ET0316
 ET0316                          STATION DESCRIPTION
 ET0316
 ET0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0316'5.6 MI W FROM DUGAS.
 ET0316'5.6 MILES WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, 0.1 MILE WEST
 ET0316'OF A WASH CROSSING THE ROAD, IN A SMALL FLAT, 58 FEET SOUTH OF THE
 ET0316'CENTER LINE AND ABOUT LEVEL WITH THE ROAD, 2.3 FEET NORTH OF A WITNESS
 ET0316'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 ET0316'THE GROUND.
 ET0316
 ET0316                          STATION RECOVERY (2008)
 ET0316
 ET0316'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0316'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0316'34 23 25.9 (N)   112 02 55.5 (W)  (NAD 83).
 ET0316' 
 ET0316'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF INTERSTATE 17
 ET0316'AND DUGAS ROAD, TAKE DUGAS ROAD SOUTHEAST FOR 1.7 MILES TO THE STATION
 ET0316'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0273 ***********************************************************************
 ET0273  DESIGNATION -  C 133
 ET0273  PID         -  ET0273
 ET0273  STATE/COUNTY-  AZ/YAVAPAI
 ET0273  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0273
 ET0273                         *CURRENT SURVEY CONTROL
 ET0273  ___________________________________________________________________
 ET0273* NAD 83(1986)-  34 05 39.     (N)    112 05 36.     (W)     SCALED    
 ET0273* NAVD 88     -       866.00   (+/-2cm)    2841.2    (feet)  VERTCON   
 ET0273  ___________________________________________________________________
 ET0273  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 ET0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0273
 ET0273.The horizontal coordinates were scaled from a topographic map and have
 ET0273.an estimated accuracy of +/- 6 seconds.
 ET0273
 ET0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0273.The vertical order pertains to the NGVD 29 superseded value.
 ET0273
 ET0273.The geoid height was determined by GEOID03.
 ET0273
 ET0273;                    North         East    Units  Estimated Accuracy
 ET0273;SPC AZ C     -   343,110.      197,060.      MT  (+/- 180 meters Scaled)
 ET0273
 ET0273                          SUPERSEDED SURVEY CONTROL
 ET0273
 ET0273  NGVD 29 (??/??/92)  865.371  (m)         2839.14   (f) ADJ UNCH    2 0
 ET0273
 ET0273.Superseded values are not recommended for survey control.
 ET0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0273.See file dsdata.txt to determine how the superseded data were derived.
 ET0273
 ET0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC991731(NAD 83)
 ET0273_MARKER: DB = BENCH MARK DISK
 ET0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0273_SP_SET: CONCRETE BASE
 ET0273_STAMPING: C 133 1935
 ET0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0273
 ET0273  HISTORY     - Date     Condition        Report By
 ET0273  HISTORY     - 1935     MONUMENTED       CGS
 ET0273  HISTORY     - 1952     GOOD             NGS
 ET0273  HISTORY     - 1955     GOOD             NGS
 ET0273
 ET0273                          STATION DESCRIPTION
 ET0273
 ET0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0273'6.3 MI NE FROM ROCK SPRINGS.
 ET0273'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0273'STORE AT ROCK SPRINGS, THENCE 3.6 MILES NORTHEAST ALONG THE SQUAW
 ET0273'CREEK ROAD, THENCE 0.7 MILE EAST ALONG A TRACK ROAD, THENCE ABOUT 0.9
 ET0273'MILE NORTH ALONG THE POWER LINE SADDLE TRAIL, ABOUT 1 MILE NORTHEAST
 ET0273'(UPGRADE) FROM SQUAW CREEK, ABOUT 0.7 MILE SOUTHWEST OF A POINT WHERE
 ET0273'THE TRAIL REACHES THE TOP OF A MESA, SET VERTICALLY IN THE SOUTHWEST
 ET0273'FACE OF THE CONCRETE BASE OF THE SOUTHEAST ONE OF THREE STEEL POWER
 ET0273'LINE TOWERS, 10 FEET WEST OF THE CENTER LINE OF THE SADDLE TRAIL, 2.0
 ET0273'FEET ABOVE THE GROUND, AND 0.9 FOOT NORTHWEST OF THE SOUTH CORNER OF
 ET0273'THE BASE.
 ET0273
 ET0273                          STATION RECOVERY (1955)
 ET0273
 ET0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0609 ***********************************************************************
 GR0609  DESIGNATION -  C 134
 GR0609  PID         -  GR0609
 GR0609  STATE/COUNTY-  AZ/MOHAVE
 GR0609  USGS QUAD   -  HOOVER DAM (1997)
 GR0609
 GR0609                         *CURRENT SURVEY CONTROL
 GR0609  ___________________________________________________________________
 GR0609* NAD 83(1986)-  36 00 20.     (N)    114 44 01.     (W)     SCALED    
 GR0609* NAVD 88     -       328.445  (meters)    1077.57   (feet)  POSTED    
 GR0609  ___________________________________________________________________
 GR0609  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0609  DYNAMIC HT  -         328.120 (meters)    1076.51  (feet)  COMP
 GR0609  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0609
 GR0609  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0609
 GR0609.The horizontal coordinates were scaled from a topographic map and have
 GR0609.an estimated accuracy of +/- 6 seconds.
 GR0609
 GR0609.The orthometric height was determined by differential leveling
 GR0609.and adjusted by the  in 1992.
 GR0609.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0609.was located on a no-check spur therefore a value was not computed.
 GR0609.No vertical observational check was made to the station.
 GR0609
 GR0609.The geoid height was determined by GEOID03.
 GR0609
 GR0609.The dynamic height is computed by dividing the NAVD 88
 GR0609.geopotential number by the normal gravity value computed on the
 GR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0609.degrees latitude (g = 980.6199 gals.).
 GR0609
 GR0609.The modeled gravity was interpolated from observed gravity values.
 GR0609
 GR0609;                    North         East    Units  Estimated Accuracy
 GR0609;SPC AZ W     -   555,600.      124,690.      MT  (+/- 180 meters Scaled)
 GR0609
 GR0609                          SUPERSEDED SURVEY CONTROL
 GR0609
 GR0609  NGVD 29 (??/??/92)  327.760  (m)         1075.33   (f) ADJ UNCH    1 1
 GR0609
 GR0609.Superseded values are not recommended for survey control.
 GR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0609.See file dsdata.txt to determine how the superseded data were derived.
 GR0609
 GR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV042869(NAD 83)
 GR0609_MARKER: DB = BENCH MARK DISK
 GR0609_SETTING: 66 = SET IN ROCK OUTCROP
 GR0609_SP_SET: ROCK CUT
 GR0609_STAMPING: C 134 1935
 GR0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0609+STABILITY: POSITION/ELEVATION WELL
 GR0609
 GR0609  HISTORY     - Date     Condition        Report By
 GR0609  HISTORY     - 1935     MONUMENTED       CGS
 GR0609  HISTORY     - 1950     GOOD             NGS
 GR0609  HISTORY     - 1963     GOOD             NGS
 GR0609
 GR0609                          STATION DESCRIPTION
 GR0609
 GR0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0609'3.4 MI S FROM HOOVER DAM.
 GR0609'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0609'(ARIZONA) END OF HOOVER DAM, THENCE 1.4 MILES WEST ALONG AN ABANDONED
 GR0609'HOOVER DAM CONSTRUCTION ROAD, ABOUT 100 YARDS SOUTH OF THE APPROXIMATE
 GR0609'CENTER OF A HORSESHOE CURVE, ABOUT 40 YARDS NORTH OF THE NORTH END OF
 GR0609'A CURVE, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 GR0609'IN THE FACE OF A ROCK CUT, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 GR0609
 GR0609                          STATION RECOVERY (1963)
 GR0609
 GR0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0073 ***********************************************************************
 FS0073  DESIGNATION -  C 135
 FS0073  PID         -  FS0073
 FS0073  STATE/COUNTY-  AZ/MOHAVE
 FS0073  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0073
 FS0073                         *CURRENT SURVEY CONTROL
 FS0073  ___________________________________________________________________
 FS0073* NAD 83(1986)-  35 56 30.     (N)    114 38 29.     (W)     SCALED    
 FS0073* NAVD 88     -       666.223  (meters)    2185.77   (feet)  ADJUSTED  
 FS0073  ___________________________________________________________________
 FS0073  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0073  DYNAMIC HT  -         665.543 (meters)    2183.54  (feet)  COMP
 FS0073  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 FS0073
 FS0073  VERT ORDER  -  FIRST     CLASS I
 FS0073
 FS0073.The horizontal coordinates were scaled from a topographic map and have
 FS0073.an estimated accuracy of +/- 6 seconds.
 FS0073
 FS0073.The orthometric height was determined by differential leveling
 FS0073.and adjusted in June 1991.
 FS0073
 FS0073.The geoid height was determined by GEOID03.
 FS0073
 FS0073.The dynamic height is computed by dividing the NAVD 88
 FS0073.geopotential number by the normal gravity value computed on the
 FS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0073.degrees latitude (g = 980.6199 gals.).
 FS0073
 FS0073.The modeled gravity was interpolated from observed gravity values.
 FS0073
 FS0073;                    North         East    Units  Estimated Accuracy
 FS0073;SPC AZ W     -   548,430.      132,930.      MT  (+/- 180 meters Scaled)
 FS0073
 FS0073                          SUPERSEDED SURVEY CONTROL
 FS0073
 FS0073  NGVD 29 (??/??/92)  665.520  (m)         2183.46   (f) ADJ UNCH    1 1
 FS0073
 FS0073.Superseded values are not recommended for survey control.
 FS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0073.See file dsdata.txt to determine how the superseded data were derived.
 FS0073
 FS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV127800(NAD 83)
 FS0073_MARKER: DB = BENCH MARK DISK
 FS0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0073_SP_SET: CULVERT
 FS0073_STAMPING: C 135 1935
 FS0073_MARK LOGO: CGS   
 FS0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0073
 FS0073  HISTORY     - Date     Condition        Report By
 FS0073  HISTORY     - 1935     MONUMENTED       CGS
 FS0073  HISTORY     - 1950     GOOD             NGS
 FS0073  HISTORY     - 1963     GOOD             NGS
 FS0073  HISTORY     - 1981     GOOD             NGS
 FS0073
 FS0073                          STATION DESCRIPTION
 FS0073
 FS0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0073'8.6 MI SE FROM HOOVER DAM.
 FS0073'8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0073'(ARIZONA) END OF HOOVER DAM, 0.4 MILE NORTHWEST OF MILEPOST 9,
 FS0073'AT A DOUBLE 9- BY 16-FOOT CONCRETE BOX CULVERT, IN THE TOP OF
 FS0073'THE NORTHWEST END OF THE NORTHEAST HEAD WALL, 14.1 FEET NORTHEAST
 FS0073'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 FS0073'HIGHWAY.
 FS0073
 FS0073                          STATION RECOVERY (1963)
 FS0073
 FS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0073'RECOVERED IN GOOD CONDITION.
 FS0073
 FS0073                          STATION RECOVERY (1981)
 FS0073
 FS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0073'13.5 KM (8.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0073'OF HOOVER DAM, IN TOP AND 15 CM (6 INCHES) SOUTHEAST OF THE NORTHWEST
 FS0073'END OF THE NORTHEAST HEADWALL OF A DOUBLE 8 BY 9 FOOT BOX CULVERT,
 FS0073'35.1 METERS (115 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.9
 FS0073'METERS (85 FT) NORTHEAST OF THE NORTH CORNER OF A DOUBLE 7 BY 10 FOOT
 FS0073'BOX CULVERT, 4.3 METERS (14.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 FS0073'OLD HIGHWAY.
 FS0073'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0562 ***********************************************************************
 GR0562  DESIGNATION -  C 136
 GR0562  PID         -  GR0562
 GR0562  STATE/COUNTY-  AZ/MOHAVE
 GR0562  USGS QUAD   -  HOOVER DAM (1997)
 GR0562
 GR0562                         *CURRENT SURVEY CONTROL
 GR0562  ___________________________________________________________________
 GR0562* NAD 83(1986)-  36 00 58.     (N)    114 44 14.     (W)     SCALED    
 GR0562* NAVD 88     -       215.427  (meters)     706.78   (feet)  POSTED    
 GR0562  ___________________________________________________________________
 GR0562  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0562  DYNAMIC HT  -         215.210 (meters)     706.07  (feet)  COMP
 GR0562  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 GR0562
 GR0562  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0562
 GR0562.The horizontal coordinates were scaled from a topographic map and have
 GR0562.an estimated accuracy of +/- 6 seconds.
 GR0562
 GR0562.The orthometric height was determined by differential leveling
 GR0562.and adjusted by the  in 1992.
 GR0562.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0562.rate of 2.1 thru 3.0 mm/km.
 GR0562
 GR0562.The geoid height was determined by GEOID03.
 GR0562
 GR0562.The dynamic height is computed by dividing the NAVD 88
 GR0562.geopotential number by the normal gravity value computed on the
 GR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0562.degrees latitude (g = 980.6199 gals.).
 GR0562
 GR0562.The modeled gravity was interpolated from observed gravity values.
 GR0562
 GR0562;                    North         East    Units  Estimated Accuracy
 GR0562;SPC AZ W     -   556,770.      124,370.      MT  (+/- 180 meters Scaled)
 GR0562
 GR0562                          SUPERSEDED SURVEY CONTROL
 GR0562
 GR0562  NGVD 29 (??/??/92)  214.735  (m)          704.51   (f) ADJ UNCH    1 1
 GR0562
 GR0562.Superseded values are not recommended for survey control.
 GR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0562.See file dsdata.txt to determine how the superseded data were derived.
 GR0562
 GR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039881(NAD 83)
 GR0562_MARKER: DB = BENCH MARK DISK
 GR0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0562_SP_SET: FLOOR
 GR0562_STAMPING: C 136 1935
 GR0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0562
 GR0562  HISTORY     - Date     Condition        Report By
 GR0562  HISTORY     - 1935     MONUMENTED       CGS
 GR0562  HISTORY     - 1950     GOOD             NGS
 GR0562  HISTORY     - 1963     GOOD             NGS
 GR0562
 GR0562                          STATION DESCRIPTION
 GR0562
 GR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0562'IN HOOVER DAM.
 GR0562'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, AT THE NORTHEAST (UPSTREAM)
 GR0562'END OF THE ARIZONA 705 GALLERY, 19.0 FEET SOUTHEAST OF THE CENTER OF
 GR0562'THE DOOR TO THE ARIZONA ELEVATOR, IN THE CONCRETE FLOOR OF A ROOM OR
 GR0562'PASSAGEWAY LEADING FROM THE GALLERY TO A STAIRWAY TUNNEL, 4.1 FEET
 GR0562'SOUTHEAST (INSIDE) OF THE DOUBLE METAL DOORS, 5.1 FEET SOUTHWEST OF
 GR0562'THE FIRST METAL STEP OF THE STAIRWAY, AND 0.7 FOOT NORTHEAST OF THE
 GR0562'SOUTHWEST WALL.
 GR0562
 GR0562                          STATION RECOVERY (1963)
 GR0562
 GR0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0278 ***********************************************************************
 DT0278  DESIGNATION -  C 137
 DT0278  PID         -  DT0278
 DT0278  STATE/COUNTY-  AZ/GREENLEE
 DT0278  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0278
 DT0278                         *CURRENT SURVEY CONTROL
 DT0278  ___________________________________________________________________
 DT0278* NAD 83(1986)-  33 43 59.     (N)    109 17 55.     (W)     SCALED    
 DT0278* NAVD 88     -      2319.555  (meters)    7610.07   (feet)  ADJUSTED  
 DT0278  ___________________________________________________________________
 DT0278  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DT0278  DYNAMIC HT  -        2315.789 (meters)    7597.72  (feet)  COMP
 DT0278  MODELED GRAV-     978,929.5   (mgal)                       NAVD 88
 DT0278
 DT0278  VERT ORDER  -  SECOND    CLASS 0
 DT0278
 DT0278.The horizontal coordinates were scaled from a topographic map and have
 DT0278.an estimated accuracy of +/- 6 seconds.
 DT0278
 DT0278.The orthometric height was determined by differential leveling
 DT0278.and adjusted in June 1991.
 DT0278
 DT0278.The geoid height was determined by GEOID03.
 DT0278
 DT0278.The dynamic height is computed by dividing the NAVD 88
 DT0278.geopotential number by the normal gravity value computed on the
 DT0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0278.degrees latitude (g = 980.6199 gals.).
 DT0278
 DT0278.The modeled gravity was interpolated from observed gravity values.
 DT0278
 DT0278;                    North         East    Units  Estimated Accuracy
 DT0278;SPC AZ E     -   303,390.      293,800.      MT  (+/- 180 meters Scaled)
 DT0278
 DT0278                          SUPERSEDED SURVEY CONTROL
 DT0278
 DT0278  NGVD 29 (??/??/92) 2318.501  (m)         7606.62   (f) ADJ UNCH    2 0
 DT0278
 DT0278.Superseded values are not recommended for survey control.
 DT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0278.See file dsdata.txt to determine how the superseded data were derived.
 DT0278
 DT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC576338(NAD 83)
 DT0278_MARKER: DB = BENCH MARK DISK
 DT0278_SETTING: 66 = SET IN ROCK OUTCROP
 DT0278_SP_SET: ROCK OUTCROP
 DT0278_STAMPING: C-137 1935
 DT0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0278+STABILITY: POSITION/ELEVATION WELL
 DT0278
 DT0278  HISTORY     - Date     Condition        Report By
 DT0278  HISTORY     - 1935     MONUMENTED       CGS
 DT0278
 DT0278                          STATION DESCRIPTION
 DT0278
 DT0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0278'6.7 MI NW FROM BEAVERHEAD LODGE.
 DT0278'6.7 MI NW ALONG ROAD TO RESERVATION RANCH 25 YDS E OF A CURVE, 36 FT W
 DT0278'OF THE CENTERLINE OF THE ROAD, 51 FT W OF A PINE TREE, BETWEEN TWO
 DT0278'SMALL PINE TREES, AND ABOUT 5 FT ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0305 ***********************************************************************
 DT0305  DESIGNATION -  C 138
 DT0305  PID         -  DT0305
 DT0305  STATE/COUNTY-  AZ/APACHE
 DT0305  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0305
 DT0305                         *CURRENT SURVEY CONTROL
 DT0305  ___________________________________________________________________
 DT0305* NAD 83(1986)-  33 59 54.     (N)    109 06 20.     (W)     SCALED    
 DT0305* NAVD 88     -      2668.665  (meters)    8755.45   (feet)  ADJUSTED  
 DT0305  ___________________________________________________________________
 DT0305  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DT0305  DYNAMIC HT  -        2664.267 (meters)    8741.02  (feet)  COMP
 DT0305  MODELED GRAV-     978,890.7   (mgal)                       NAVD 88
 DT0305
 DT0305  VERT ORDER  -  SECOND    CLASS 0
 DT0305
 DT0305.The horizontal coordinates were scaled from a topographic map and have
 DT0305.an estimated accuracy of +/- 6 seconds.
 DT0305
 DT0305.The orthometric height was determined by differential leveling
 DT0305.and adjusted in June 1991.
 DT0305
 DT0305.The geoid height was determined by GEOID03.
 DT0305
 DT0305.The dynamic height is computed by dividing the NAVD 88
 DT0305.geopotential number by the normal gravity value computed on the
 DT0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0305.degrees latitude (g = 980.6199 gals.).
 DT0305
 DT0305.The modeled gravity was interpolated from observed gravity values.
 DT0305
 DT0305;                    North         East    Units  Estimated Accuracy
 DT0305;SPC AZ E     -   332,980.      311,390.      MT  (+/- 180 meters Scaled)
 DT0305
 DT0305                          SUPERSEDED SURVEY CONTROL
 DT0305
 DT0305  NGVD 29 (??/??/92) 2667.538  (m)         8751.75   (f) ADJ UNCH    2 0
 DT0305
 DT0305.Superseded values are not recommended for survey control.
 DT0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0305.See file dsdata.txt to determine how the superseded data were derived.
 DT0305
 DT0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC749635(NAD 83)
 DT0305_MARKER: DB = BENCH MARK DISK
 DT0305_SETTING: 66 = SET IN ROCK OUTCROP
 DT0305_SP_SET: MALIPOIS ROCK
 DT0305_STAMPING: C 138 1935
 DT0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0305+STABILITY: POSITION/ELEVATION WELL
 DT0305
 DT0305  HISTORY     - Date     Condition        Report By
 DT0305  HISTORY     - 1935     MONUMENTED       CGS
 DT0305  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0305
 DT0305                          STATION DESCRIPTION
 DT0305
 DT0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0305'13.0 MI NE FROM NUTRIOSO.
 DT0305'13.0 MI. N AND E ALONG ST HWY. NO.81 AND STONE CREEK ROAD. AT W END OF
 DT0305'SMALL CLEARING, 9 FT. E OF 28 INCH PINE TREE AND 72 FT. N OF
 DT0305'CENTERLINE OF ROAD.
 DT0305
 DT0305                          STATION RECOVERY (1958)
 DT0305
 DT0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0457 ***********************************************************************
 CY0457  DESIGNATION -  C 14
 CY0457  PID         -  CY0457
 CY0457  STATE/COUNTY-  AZ/COCHISE
 CY0457  USGS QUAD   -  LUZENA (1979)
 CY0457
 CY0457                         *CURRENT SURVEY CONTROL
 CY0457  ___________________________________________________________________
 CY0457* NAD 83(1986)-  32 21 20.     (N)    109 30 03.     (W)     SCALED    
 CY0457* NAVD 88     -      1143.68   (+/-2cm)    3752.2    (feet)  VERTCON   
 CY0457  ___________________________________________________________________
 CY0457  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CY0457  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0457
 CY0457.The horizontal coordinates were scaled from a topographic map and have
 CY0457.an estimated accuracy of +/- 6 seconds.
 CY0457
 CY0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0457.The vertical order pertains to the NGVD 29 superseded value.
 CY0457
 CY0457.The geoid height was determined by GEOID03.
 CY0457
 CY0457;                    North         East    Units  Estimated Accuracy
 CY0457;SPC AZ E     -   150,490.      276,030.      MT  (+/- 180 meters Scaled)
 CY0457
 CY0457                          SUPERSEDED SURVEY CONTROL
 CY0457
 CY0457  NGVD 29 (??/??/92) 1142.947  (m)         3749.82   (f) ADJ UNCH    1 2
 CY0457
 CY0457.Superseded values are not recommended for survey control.
 CY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0457.See file dsdata.txt to determine how the superseded data were derived.
 CY0457
 CY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA410808(NAD 83)
 CY0457_MARKER: DB = BENCH MARK DISK
 CY0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0457_STAMPING: C 14 1932 3749.819
 CY0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0457+STABILITY: SURFACE MOTION
 CY0457
 CY0457  HISTORY     - Date     Condition        Report By
 CY0457  HISTORY     - 1932     MONUMENTED       CGS
 CY0457  HISTORY     - 1952     GOOD             NGS
 CY0457  HISTORY     - 1957     MARK NOT FOUND   USGS
 CY0457  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0457
 CY0457                          STATION DESCRIPTION
 CY0457
 CY0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0457'2.2 MI N FROM BOWIE.
 CY0457'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0457'STATION AT BOWIE, AT MILEPOLE NUMBER 1100, ABOUT 320.0 FEET SOUTH OF A
 CY0457'BEND IN A FENCE LINE, 180.8 FEET EAST OF MILEPOLE NUMBER 1100, 142.8
 CY0457'FEET OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1.0 FOOT
 CY0457'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CY0457'0.2 FOOT ABOVE THE GROUND.
 CY0457
 CY0457                          STATION RECOVERY (1957)
 CY0457
 CY0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CY0457'MARK NOT FOUND.
 CY0457
 CY0457                          STATION RECOVERY (1979)
 CY0457
 CY0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0457'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  142.8 FEET EAST OF
 CY0457'THE EAST RAIL IS 4 OR 5 FEET HIGHER THAN THE RAILS ON TOP OF A LEVEE
 CY0457'BUT THE MARK IS DESCRIBED AS 1 FOOT LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0628 ***********************************************************************
 CZ0628  DESIGNATION -  C 140
 CZ0628  PID         -  CZ0628
 CZ0628  STATE/COUNTY-  AZ/PIMA
 CZ0628  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0628
 CZ0628                         *CURRENT SURVEY CONTROL
 CZ0628  ___________________________________________________________________
 CZ0628* NAD 83(1986)-  32 29 18.     (N)    111 21 43.     (W)     SCALED    
 CZ0628* NAVD 88     -       573.16   (+/-2cm)    1880.4    (feet)  VERTCON   
 CZ0628  ___________________________________________________________________
 CZ0628  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0628
 CZ0628.The horizontal coordinates were scaled from a topographic map and have
 CZ0628.an estimated accuracy of +/- 6 seconds.
 CZ0628
 CZ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0628.The vertical order pertains to the NGVD 29 superseded value.
 CZ0628
 CZ0628.The geoid height was determined by GEOID03.
 CZ0628
 CZ0628;                    North         East    Units  Estimated Accuracy
 CZ0628;SPC AZ C     -   165,150.      265,490.      MT  (+/- 180 meters Scaled)
 CZ0628
 CZ0628                          SUPERSEDED SURVEY CONTROL
 CZ0628
 CZ0628  NGVD 29 (??/??/92)  572.675  (m)         1878.85   (f) ADJ UNCH    2 0
 CZ0628
 CZ0628.Superseded values are not recommended for survey control.
 CZ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0628.See file dsdata.txt to determine how the superseded data were derived.
 CZ0628
 CZ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA659946(NAD 83)
 CZ0628_MARKER: DB = BENCH MARK DISK
 CZ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0628_STAMPING: C 140 1935
 CZ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0628+STABILITY: SURFACE MOTION
 CZ0628
 CZ0628  HISTORY     - Date     Condition        Report By
 CZ0628  HISTORY     - 1935     MONUMENTED       CGS
 CZ0628  HISTORY     - 1951     GOOD             NGS
 CZ0628
 CZ0628                          STATION DESCRIPTION
 CZ0628
 CZ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0628'11.2 MI S FROM RED ROCK.
 CZ0628'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0628'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0628'ROAD, THENCE 4.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD, TO
 CZ0628'COUNTY LINE AND SECTION CORNER, THENCE 1.1 MILE SOUTHEAST ALONG A DIRT
 CZ0628'ROAD, 32 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 CZ0628'WEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN
 CZ0628'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0126 ***********************************************************************
 ES0126  DESIGNATION -  C 141
 ES0126  PID         -  ES0126
 ES0126  STATE/COUNTY-  AZ/NAVAJO
 ES0126  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0126
 ES0126                         *CURRENT SURVEY CONTROL
 ES0126  ___________________________________________________________________
 ES0126* NAD 83(1986)-  34 15 22.     (N)    110 04 50.     (W)     SCALED    
 ES0126* NAVD 88     -      1944.033  (meters)    6378.05   (feet)  ADJUSTED  
 ES0126  ___________________________________________________________________
 ES0126  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0126  DYNAMIC HT  -        1941.149 (meters)    6368.59  (feet)  COMP
 ES0126  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 ES0126
 ES0126  VERT ORDER  -  SECOND    CLASS 0
 ES0126
 ES0126.The horizontal coordinates were scaled from a topographic map and have
 ES0126.an estimated accuracy of +/- 6 seconds.
 ES0126
 ES0126.The orthometric height was determined by differential leveling
 ES0126.and adjusted in June 1991.
 ES0126
 ES0126.The geoid height was determined by GEOID03.
 ES0126
 ES0126.The dynamic height is computed by dividing the NAVD 88
 ES0126.geopotential number by the normal gravity value computed on the
 ES0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0126.degrees latitude (g = 980.6199 gals.).
 ES0126
 ES0126.The modeled gravity was interpolated from observed gravity values.
 ES0126
 ES0126;                    North         East    Units  Estimated Accuracy
 ES0126;SPC AZ E     -   361,060.      221,290.      MT  (+/- 180 meters Scaled)
 ES0126
 ES0126                          SUPERSEDED SURVEY CONTROL
 ES0126
 ES0126  NGVD 29 (??/??/92) 1943.132  (m)         6375.09   (f) ADJ UNCH    2 0
 ES0126
 ES0126.Superseded values are not recommended for survey control.
 ES0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0126.See file dsdata.txt to determine how the superseded data were derived.
 ES0126
 ES0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC846909(NAD 83)
 ES0126_MARKER: DB = BENCH MARK DISK
 ES0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0126_STAMPING: C 141 1935
 ES0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0126+STABILITY: SURFACE MOTION
 ES0126
 ES0126  HISTORY     - Date     Condition        Report By
 ES0126  HISTORY     - 1935     MONUMENTED       CGS
 ES0126  HISTORY     - 1972     GOOD             USGS
 ES0126  HISTORY     - 1983     GOOD             NGS
 ES0126
 ES0126                          STATION DESCRIPTION
 ES0126
 ES0126'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0126'2.7 MI W FROM SHOW LOW.
 ES0126'FROM THE P.O. AT SHOW LOW DRIVE 0.15 MI. N. ON NORTH SECOND AVE. TO
 ES0126'JUNCTION WITH OLD LINDEN ROAD, (ALSO POSTED W.ADAMS ST.) CONTINUE W.
 ES0126'ON OLD LINDEN ROAD 2.6 MI. TO T ROAD N. WHICH IS A RESIDENTUAL ST.
 ES0126'POSTED FAIRWAY DRIVE.  BM IS 60 FT E. OF T ROAD N, AND 30 FT S. OF
 ES0126'CENTER LINE OF ROAD.  A STANDARD DISK SET IN CONCRETE POST, PROJECTING
 ES0126'8 INCHES, STAMPED C 141 1935.
 ES0126
 ES0126                          STATION RECOVERY (1983)
 ES0126
 ES0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0245 ***********************************************************************
 ES0245  DESIGNATION -  C 142
 ES0245  PID         -  ES0245
 ES0245  STATE/COUNTY-  AZ/NAVAJO
 ES0245  USGS QUAD   -  POTATO WASH NORTH (1971)
 ES0245
 ES0245                         *CURRENT SURVEY CONTROL
 ES0245  ___________________________________________________________________
 ES0245* NAD 83(1986)-  34 42 42.     (N)    110 42 51.     (W)     SCALED    
 ES0245* NAVD 88     -      1802.638  (meters)    5914.15   (feet)  ADJUSTED  
 ES0245  ___________________________________________________________________
 ES0245  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ES0245  DYNAMIC HT  -        1800.071 (meters)    5905.73  (feet)  COMP
 ES0245  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 ES0245
 ES0245  VERT ORDER  -  SECOND    CLASS 0
 ES0245
 ES0245.The horizontal coordinates were scaled from a topographic map and have
 ES0245.an estimated accuracy of +/- 6 seconds.
 ES0245
 ES0245.The orthometric height was determined by differential leveling
 ES0245.and adjusted in June 1991.
 ES0245
 ES0245.The geoid height was determined by GEOID03.
 ES0245
 ES0245.The dynamic height is computed by dividing the NAVD 88
 ES0245.geopotential number by the normal gravity value computed on the
 ES0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0245.degrees latitude (g = 980.6199 gals.).
 ES0245
 ES0245.The modeled gravity was interpolated from observed gravity values.
 ES0245
 ES0245;                    North         East    Units  Estimated Accuracy
 ES0245;SPC AZ E     -   411,730.      163,210.      MT  (+/- 180 meters Scaled)
 ES0245
 ES0245                          SUPERSEDED SURVEY CONTROL
 ES0245
 ES0245  NGVD 29 (??/??/92) 1801.735  (m)         5911.19   (f) ADJ UNCH    2 0
 ES0245
 ES0245.Superseded values are not recommended for survey control.
 ES0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0245.See file dsdata.txt to determine how the superseded data were derived.
 ES0245
 ES0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD261411(NAD 83)
 ES0245_MARKER: DB = BENCH MARK DISK
 ES0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0245_STAMPING: C-142 1935
 ES0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0245+STABILITY: SURFACE MOTION
 ES0245
 ES0245  HISTORY     - Date     Condition        Report By
 ES0245  HISTORY     - 1935     MONUMENTED       CGS
 ES0245  HISTORY     - 1974     GOOD             NGS
 ES0245
 ES0245                          STATION DESCRIPTION
 ES0245
 ES0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0245'16.5 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0245'16.5 MI NE ALONG ROAD TO WINSLOW.  23.5 MI S.W. OF WINSLOW (UNION OIL
 ES0245'CO. PLANT).  ABOUT 1/4 MI N OF A RANCH HOUSE AND BARNS ON THE EAST
 ES0245'SIDE OF THE ROAD, 250 YDS N.W. OF A FENCE CORNER, ON TOP OF A GRASS
 ES0245'COVERED RIDGE, AND 36 FEET NW OF THE CENTERLINE OF THE ROAD.
 ES0245
 ES0245                          STATION RECOVERY (1974)
 ES0245
 ES0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0187 ***********************************************************************
 DU0187  DESIGNATION -  C 145
 DU0187  PID         -  DU0187
 DU0187  STATE/COUNTY-  AZ/GRAHAM
 DU0187  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0187
 DU0187                         *CURRENT SURVEY CONTROL
 DU0187  ___________________________________________________________________
 DU0187* NAD 83(1986)-  33 18 06.     (N)    110 04 11.     (W)     SCALED    
 DU0187* NAVD 88     -      1446.881  (meters)    4746.98   (feet)  ADJUSTED  
 DU0187  ___________________________________________________________________
 DU0187  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DU0187  DYNAMIC HT  -        1444.778 (meters)    4740.08  (feet)  COMP
 DU0187  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 DU0187
 DU0187  VERT ORDER  -  SECOND    CLASS 0
 DU0187
 DU0187.The horizontal coordinates were scaled from a topographic map and have
 DU0187.an estimated accuracy of +/- 6 seconds.
 DU0187
 DU0187.The orthometric height was determined by differential leveling
 DU0187.and adjusted in June 1991.
 DU0187
 DU0187.The geoid height was determined by GEOID03.
 DU0187
 DU0187.The dynamic height is computed by dividing the NAVD 88
 DU0187.geopotential number by the normal gravity value computed on the
 DU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0187.degrees latitude (g = 980.6199 gals.).
 DU0187
 DU0187.The modeled gravity was interpolated from observed gravity values.
 DU0187
 DU0187;                    North         East    Units  Estimated Accuracy
 DU0187;SPC AZ E     -   255,210.      222,390.      MT  (+/- 180 meters Scaled)
 DU0187
 DU0187                          SUPERSEDED SURVEY CONTROL
 DU0187
 DU0187  NGVD 29 (??/??/92) 1446.185  (m)         4744.69   (f) ADJ UNCH    2 0
 DU0187
 DU0187.Superseded values are not recommended for survey control.
 DU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0187.See file dsdata.txt to determine how the superseded data were derived.
 DU0187
 DU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB866851(NAD 83)
 DU0187_MARKER: DB = BENCH MARK DISK
 DU0187_SETTING: 80 = SET IN A BOULDER
 DU0187_SP_SET: BOULDER
 DU0187_STAMPING: C 145 1935
 DU0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0187+STABILITY: SURFACE MOTION
 DU0187
 DU0187  HISTORY     - Date     Condition        Report By
 DU0187  HISTORY     - 1935     MONUMENTED       CGS
 DU0187  HISTORY     - 1952     GOOD             NGS
 DU0187
 DU0187                          STATION DESCRIPTION
 DU0187
 DU0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0187'8.0 MI SW FROM ASH CREEK RANCH.
 DU0187'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0187'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0187'5.6 MILES SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, NEAR THE BOTTOM
 DU0187'OF A STEEP GRADE, ABOUT 100 YARDS NORTHEAST OF A POINT WHERE THE ROAD
 DU0187'CROSSES A DRY WASH, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DU0187'21 FEET SOUTHEAST OF A LONE JUNIPER TREE, ABOUT 5 FEET HIGHER THAN THE
 DU0187'ROAD, AND SET IN THE TOP OF A MALPAIS BOULDER PROJECTING 1 FOOT ABOVE
 DU0187'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0163 ***********************************************************************
 ES0163  DESIGNATION -  C 146
 ES0163  PID         -  ES0163
 ES0163  STATE/COUNTY-  AZ/NAVAJO
 ES0163  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0163
 ES0163                         *CURRENT SURVEY CONTROL
 ES0163  ___________________________________________________________________
 ES0163* NAD 83(1986)-  34 13 38.     (N)    110 04 07.     (W)     SCALED    
 ES0163* NAVD 88     -      1974.727  (meters)    6478.75   (feet)  ADJUSTED  
 ES0163  ___________________________________________________________________
 ES0163  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ES0163  DYNAMIC HT  -        1971.780 (meters)    6469.08  (feet)  COMP
 ES0163  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 ES0163
 ES0163  VERT ORDER  -  SECOND    CLASS 0
 ES0163
 ES0163.The horizontal coordinates were scaled from a topographic map and have
 ES0163.an estimated accuracy of +/- 6 seconds.
 ES0163
 ES0163.The orthometric height was determined by differential leveling
 ES0163.and adjusted in June 1991.
 ES0163
 ES0163.The geoid height was determined by GEOID03.
 ES0163
 ES0163.The dynamic height is computed by dividing the NAVD 88
 ES0163.geopotential number by the normal gravity value computed on the
 ES0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0163.degrees latitude (g = 980.6199 gals.).
 ES0163
 ES0163.The modeled gravity was interpolated from observed gravity values.
 ES0163
 ES0163;                    North         East    Units  Estimated Accuracy
 ES0163;SPC AZ E     -   357,860.      222,390.      MT  (+/- 180 meters Scaled)
 ES0163
 ES0163                          SUPERSEDED SURVEY CONTROL
 ES0163
 ES0163  NGVD 29 (??/??/92) 1973.804  (m)         6475.72   (f) ADJ UNCH    2 0
 ES0163
 ES0163.Superseded values are not recommended for survey control.
 ES0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0163.See file dsdata.txt to determine how the superseded data were derived.
 ES0163
 ES0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC857877(NAD 83)
 ES0163_MARKER: DB = BENCH MARK DISK
 ES0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0163_SP_SET: CATTLE GUARD
 ES0163_STAMPING: C 146 1960
 ES0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0163
 ES0163  HISTORY     - Date     Condition        Report By
 ES0163  HISTORY     - 1960     MONUMENTED       CGS
 ES0163  HISTORY     - 1983     GOOD             NGS
 ES0163
 ES0163                          STATION DESCRIPTION
 ES0163
 ES0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0163'3.3 MI SW FROM SHOW LOW.
 ES0163'ABOUT 0.1 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0163'SHOW LOW, THENCE 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0163'HIGHWAY 77, AT A JUNCTION WITH A PRIVATE ROAD LEADING EAST, IN SECTION
 ES0163'36, R 21 E, T 10 N, SET IN THE TOP OF A SANDSTONE BOULDER WHICH
 ES0163'PROJECTS 1 FOOT ABOVE THE GROUND, 60 FEET EAST OF THE CENTER LINE OF
 ES0163'THE HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 ES0163'LEADING EAST, 110 FEET SOUTH AND ACROSS PRIVATE ROAD FROM THE SOUTH
 ES0163'END OF THE EAST HEADWALL OF A CATTLE GUARD ACROSS THE HIGHWAY, 6 FEET
 ES0163'WEST OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 ES0163
 ES0163                          STATION RECOVERY (1983)
 ES0163
 ES0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0318 ***********************************************************************
 DU0318  DESIGNATION -  C 147
 DU0318  PID         -  DU0318
 DU0318  STATE/COUNTY-  AZ/GILA
 DU0318  USGS QUAD   -  CHRYSOTILE (1966)
 DU0318
 DU0318                         *CURRENT SURVEY CONTROL
 DU0318  ___________________________________________________________________
 DU0318* NAD 83(1986)-  33 44 16.     (N)    110 31 38.     (W)     SCALED    
 DU0318* NAVD 88     -      1619.893  (meters)    5314.60   (feet)  ADJUSTED  
 DU0318  ___________________________________________________________________
 DU0318  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DU0318  DYNAMIC HT  -        1617.569 (meters)    5306.97  (feet)  COMP
 DU0318  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 DU0318
 DU0318  VERT ORDER  -  FIRST     CLASS II
 DU0318
 DU0318.The horizontal coordinates were scaled from a topographic map and have
 DU0318.an estimated accuracy of +/- 6 seconds.
 DU0318
 DU0318.The orthometric height was determined by differential leveling
 DU0318.and adjusted in June 1991.
 DU0318
 DU0318.The geoid height was determined by GEOID03.
 DU0318
 DU0318.The dynamic height is computed by dividing the NAVD 88
 DU0318.geopotential number by the normal gravity value computed on the
 DU0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0318.degrees latitude (g = 980.6199 gals.).
 DU0318
 DU0318.The modeled gravity was interpolated from observed gravity values.
 DU0318
 DU0318;                    North         East    Units  Estimated Accuracy
 DU0318;SPC AZ E     -   303,630.      179,950.      MT  (+/- 180 meters Scaled)
 DU0318
 DU0318                          SUPERSEDED SURVEY CONTROL
 DU0318
 DU0318  NGVD 29 (??/??/92) 1619.181  (m)         5312.26   (f) ADJ UNCH    1 2
 DU0318
 DU0318.Superseded values are not recommended for survey control.
 DU0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0318.See file dsdata.txt to determine how the superseded data were derived.
 DU0318
 DU0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC437331(NAD 83)
 DU0318_MARKER: DB = BENCH MARK DISK
 DU0318_SETTING: 66 = SET IN ROCK OUTCROP
 DU0318_SP_SET: ROCK OUTCROP
 DU0318_STAMPING: C 147 1960
 DU0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0318+STABILITY: POSITION/ELEVATION WELL
 DU0318
 DU0318  HISTORY     - Date     Condition        Report By
 DU0318  HISTORY     - 1960     MONUMENTED       CGS
 DU0318  HISTORY     - 1979     GOOD             NGS
 DU0318  HISTORY     - 19960918 GOOD             USPSQD
 DU0318
 DU0318                          STATION DESCRIPTION
 DU0318
 DU0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0318'1.75 MI SW FROM SENECA.
 DU0318'ABOUT 1.75 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0318'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, 81
 DU0318'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 DU0318'OUTCROP, AT THE FOOT OF A SMALL RAVINE, 32 FEET EAST OF THE EAST END
 DU0318'OF A 36-INCH CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0318
 DU0318                          STATION RECOVERY (1979)
 DU0318
 DU0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0318'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER
 DU0318'BRIDGE IN SALT RIVER CANYON, 0.5 MILE NORTH OF MILE POST 285, SET
 DU0318'IN THE TOP OF A ROCK OUTCROP, AT THE FOOT OF A SMALL RAVINE, 81
 DU0318'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 32 FEET EAST OF
 DU0318'THE EAST END OF A 36 INCH CULVERT.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU0318'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0318'THE MARK IS 20.8 FT  N FROM A WITNESS POST.
 DU0318'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0318
 DU0318                          STATION RECOVERY (1996)
 DU0318
 DU0318'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0154 ***********************************************************************
 DU0154  DESIGNATION -  C 149
 DU0154  PID         -  DU0154
 DU0154  STATE/COUNTY-  AZ/GRAHAM
 DU0154  USGS QUAD   -  SAN CARLOS (1979)
 DU0154
 DU0154                         *CURRENT SURVEY CONTROL
 DU0154  ___________________________________________________________________
 DU0154* NAD 83(1986)-  33 20 34.     (N)    110 23 56.     (W)     SCALED    
 DU0154* NAVD 88     -       979.147  (meters)    3212.42   (feet)  ADJUSTED  
 DU0154  ___________________________________________________________________
 DU0154  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0154  DYNAMIC HT  -         977.818 (meters)    3208.06  (feet)  COMP
 DU0154  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 DU0154
 DU0154  VERT ORDER  -  SECOND    CLASS 0
 DU0154
 DU0154.The horizontal coordinates were scaled from a topographic map and have
 DU0154.an estimated accuracy of +/- 6 seconds.
 DU0154
 DU0154.The orthometric height was determined by differential leveling
 DU0154.and adjusted in June 1991.
 DU0154
 DU0154.The geoid height was determined by GEOID03.
 DU0154
 DU0154.The dynamic height is computed by dividing the NAVD 88
 DU0154.geopotential number by the normal gravity value computed on the
 DU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0154.degrees latitude (g = 980.6199 gals.).
 DU0154
 DU0154.The modeled gravity was interpolated from observed gravity values.
 DU0154
 DU0154;                    North         East    Units  Estimated Accuracy
 DU0154;SPC AZ E     -   259,790.      191,750.      MT  (+/- 180 meters Scaled)
 DU0154
 DU0154                          SUPERSEDED SURVEY CONTROL
 DU0154
 DU0154  NGVD 29 (??/??/92)  978.549  (m)         3210.46   (f) ADJ UNCH    2 0
 DU0154
 DU0154.Superseded values are not recommended for survey control.
 DU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0154.See file dsdata.txt to determine how the superseded data were derived.
 DU0154
 DU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB559894(NAD 83)
 DU0154_MARKER: DB = BENCH MARK DISK
 DU0154_SETTING: 66 = SET IN ROCK OUTCROP
 DU0154_SP_SET: ROCK OUTCROP
 DU0154_STAMPING: C 149 1935
 DU0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0154+STABILITY: POSITION/ELEVATION WELL
 DU0154
 DU0154  HISTORY     - Date     Condition        Report By
 DU0154  HISTORY     - 1935     MONUMENTED       CGS
 DU0154
 DU0154                          STATION DESCRIPTION
 DU0154
 DU0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0154'2.0 MI S FROM SAN CARLOS.
 DU0154'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.
 DU0154'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 3.9 MILES EAST
 DU0154'ALONG THE ASH CREEK RANCH ROAD, 0.4 MILE EAST OF A 12-INCH CULVERT, 55
 DU0154'YARDS WEST OF ANOTHER CULVERT, 28 FEET NORTH OF THE CENTERLINE OF THE
 DU0154'ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED C
 DU0154'149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0176 ***********************************************************************
 DU0176  DESIGNATION -  C 150
 DU0176  PID         -  DU0176
 DU0176  STATE/COUNTY-  AZ/GRAHAM
 DU0176  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0176
 DU0176                         *CURRENT SURVEY CONTROL
 DU0176  ___________________________________________________________________
 DU0176* NAD 83(1986)-  33 18 25.     (N)    110 21 19.     (W)     SCALED    
 DU0176* NAVD 88     -      1013.132  (meters)    3323.92   (feet)  ADJUSTED  
 DU0176  ___________________________________________________________________
 DU0176  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0176  DYNAMIC HT  -        1011.754 (meters)    3319.40  (feet)  COMP
 DU0176  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 DU0176
 DU0176  VERT ORDER  -  SECOND    CLASS 0
 DU0176
 DU0176.The horizontal coordinates were scaled from a topographic map and have
 DU0176.an estimated accuracy of +/- 6 seconds.
 DU0176
 DU0176.The orthometric height was determined by differential leveling
 DU0176.and adjusted in June 1991.
 DU0176
 DU0176.The geoid height was determined by GEOID03.
 DU0176
 DU0176.The dynamic height is computed by dividing the NAVD 88
 DU0176.geopotential number by the normal gravity value computed on the
 DU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0176.degrees latitude (g = 980.6199 gals.).
 DU0176
 DU0176.The modeled gravity was interpolated from observed gravity values.
 DU0176
 DU0176;                    North         East    Units  Estimated Accuracy
 DU0176;SPC AZ E     -   255,810.      195,800.      MT  (+/- 180 meters Scaled)
 DU0176
 DU0176                          SUPERSEDED SURVEY CONTROL
 DU0176
 DU0176  NGVD 29 (??/??/92) 1012.536  (m)         3321.96   (f) ADJ UNCH    2 0
 DU0176
 DU0176.Superseded values are not recommended for survey control.
 DU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0176.See file dsdata.txt to determine how the superseded data were derived.
 DU0176
 DU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB600855(NAD 83)
 DU0176_MARKER: DB = BENCH MARK DISK
 DU0176_SETTING: 80 = SET IN A BOULDER
 DU0176_SP_SET: BOULDER
 DU0176_STAMPING: C 150 1935
 DU0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0176+STABILITY: SURFACE MOTION
 DU0176
 DU0176  HISTORY     - Date     Condition        Report By
 DU0176  HISTORY     - 1935     MONUMENTED       CGS
 DU0176  HISTORY     - 1961     GOOD             NGS
 DU0176  HISTORY     - 1965     MARK NOT FOUND   NGS
 DU0176
 DU0176                          STATION DESCRIPTION
 DU0176
 DU0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0176'11.7 MI E FROM SAN CARLOS.
 DU0176'IN GRAHAM COUNTY, 11.7 MILES EAST ALONG THE ASH CREEK RANCH ROAD FROM
 DU0176'SAN CARLOS, GILA COUNTY, THENCE 5.8 MILES SOUTHWEST ALONG THE
 DU0176'HACKBERRY WASH ROAD, 1.2 MILES SOUTHWEST OF A GATE, 0.5 MILE NORTHEAST
 DU0176'OF THE CROSSING OF A WASH, 105 FEET WEST OF THE CENTERLINE OF THE
 DU0176'ROAD, AND IN THE TOP OF A BOULDER.  A STANDARD C 150 1935.
 DU0176
 DU0176                          STATION RECOVERY (1965)
 DU0176
 DU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0393 ***********************************************************************
 DT0393  DESIGNATION -  C 153
 DT0393  PID         -  DT0393
 DT0393  STATE/COUNTY-  AZ/GRAHAM
 DT0393  USGS QUAD   -  BONITA TANK (1989)
 DT0393
 DT0393                         *CURRENT SURVEY CONTROL
 DT0393  ___________________________________________________________________
 DT0393* NAD 83(1986)-  33 11 34.     (N)    109 47 47.     (W)     SCALED    
 DT0393* NAVD 88     -      1505.715  (meters)    4940.00   (feet)  ADJUSTED  
 DT0393  ___________________________________________________________________
 DT0393  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DT0393  DYNAMIC HT  -        1503.469 (meters)    4932.63  (feet)  COMP
 DT0393  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 DT0393
 DT0393  VERT ORDER  -  SECOND    CLASS 0
 DT0393
 DT0393.The horizontal coordinates were scaled from a topographic map and have
 DT0393.an estimated accuracy of +/- 6 seconds.
 DT0393
 DT0393.The orthometric height was determined by differential leveling
 DT0393.and adjusted in June 1991.
 DT0393
 DT0393.The geoid height was determined by GEOID03.
 DT0393
 DT0393.The dynamic height is computed by dividing the NAVD 88
 DT0393.geopotential number by the normal gravity value computed on the
 DT0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0393.degrees latitude (g = 980.6199 gals.).
 DT0393
 DT0393.The modeled gravity was interpolated from observed gravity values.
 DT0393
 DT0393;                    North         East    Units  Estimated Accuracy
 DT0393;SPC AZ E     -   243,190.      247,890.      MT  (+/- 180 meters Scaled)
 DT0393
 DT0393                          SUPERSEDED SURVEY CONTROL
 DT0393
 DT0393  NGVD 29 (??/??/92) 1504.967  (m)         4937.55   (f) ADJ UNCH    2 0
 DT0393
 DT0393.Superseded values are not recommended for survey control.
 DT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0393.See file dsdata.txt to determine how the superseded data were derived.
 DT0393
 DT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB121733(NAD 83)
 DT0393_MARKER: DB = BENCH MARK DISK
 DT0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0393_STAMPING: C 153 1935
 DT0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0393+STABILITY: SURFACE MOTION
 DT0393
 DT0393  HISTORY     - Date     Condition        Report By
 DT0393  HISTORY     - 1935     MONUMENTED       CGS
 DT0393
 DT0393                          STATION DESCRIPTION
 DT0393
 DT0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0393'13.2 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0393'13.2 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.5 MI. NW OF WASH
 DT0393'CROSSING, 0.4 MI. SE OF WASH CROSSING, ABOUT 330 FT. SW OF WASH AND 68
 DT0393'FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0291 ***********************************************************************
 ET0291  DESIGNATION -  C 155
 ET0291  PID         -  ET0291
 ET0291  STATE/COUNTY-  AZ/YAVAPAI
 ET0291  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0291
 ET0291                         *CURRENT SURVEY CONTROL
 ET0291  ___________________________________________________________________
 ET0291* NAD 83(1986)-  34 15 52.     (N)    112 05 42.     (W)     SCALED    
 ET0291* NAVD 88     -      1080.91   (+/-2cm)    3546.3    (feet)  VERTCON   
 ET0291  ___________________________________________________________________
 ET0291  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 ET0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0291
 ET0291.The horizontal coordinates were scaled from a topographic map and have
 ET0291.an estimated accuracy of +/- 6 seconds.
 ET0291
 ET0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0291.The vertical order pertains to the NGVD 29 superseded value.
 ET0291
 ET0291.The geoid height was determined by GEOID03.
 ET0291
 ET0291;                    North         East    Units  Estimated Accuracy
 ET0291;SPC AZ C     -   362,000.      196,940.      MT  (+/- 180 meters Scaled)
 ET0291
 ET0291                          SUPERSEDED SURVEY CONTROL
 ET0291
 ET0291  NGVD 29 (??/??/92) 1080.248  (m)         3544.11   (f) ADJ UNCH    2 0
 ET0291
 ET0291.Superseded values are not recommended for survey control.
 ET0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0291.See file dsdata.txt to determine how the superseded data were derived.
 ET0291
 ET0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC991920(NAD 83)
 ET0291_MARKER: DB = BENCH MARK DISK
 ET0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0291_STAMPING: C 155 1935
 ET0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0291+STABILITY: SURFACE MOTION
 ET0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0291+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0291
 ET0291  HISTORY     - Date     Condition        Report By
 ET0291  HISTORY     - 1935     MONUMENTED       CGS
 ET0291  HISTORY     - 1952     GOOD             NGS
 ET0291  HISTORY     - 20080125 GOOD             GEOCAC
 ET0291
 ET0291                          STATION DESCRIPTION
 ET0291
 ET0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0291'5.8 MI SE FROM CORDES.
 ET0291'5.8 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0291'CORDES, 0.2 MILE SOUTHWEST OF THE CROSSING OF A CATTLE GUARD AND THE
 ET0291'SUMMIT OF A GRADE, ON A STEEP DOWNGRADE GOING SOUTH, 45 FEET EAST OF
 ET0291'THE CENTER LINE OF AND ABOUT 1 FOOT LOWER THAN THE ROAD, 2.0 FEET
 ET0291'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ET0291'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0291
 ET0291                          STATION RECOVERY (2008)
 ET0291
 ET0291'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0291'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0291'THE DESCRIPTION - THE MARK IS LOCATED 2.0 MILES SOUTHEAST ALONG BLOODY
 ET0291'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17. HANDHELD
 ET0291'COORDINATES
 ET0291'34 15 53.5 (N)   112 05 42.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0128 ***********************************************************************
 DU0128  DESIGNATION -  C 16
 DU0128  PID         -  DU0128
 DU0128  STATE/COUNTY-  AZ/GRAHAM
 DU0128  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0128
 DU0128                         *CURRENT SURVEY CONTROL
 DU0128  ___________________________________________________________________
 DU0128* NAD 83(1986)-  33 14 31.     (N)    110 23 00.     (W)     SCALED    
 DU0128* NAVD 88     -       786.825  (meters)    2581.44   (feet)  ADJUSTED  
 DU0128  ___________________________________________________________________
 DU0128  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU0128  DYNAMIC HT  -         785.774 (meters)    2577.99  (feet)  COMP
 DU0128  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 DU0128
 DU0128  VERT ORDER  -  FIRST     CLASS II
 DU0128
 DU0128.The horizontal coordinates were scaled from a topographic map and have
 DU0128.an estimated accuracy of +/- 6 seconds.
 DU0128
 DU0128.The orthometric height was determined by differential leveling
 DU0128.and adjusted in June 1991.
 DU0128
 DU0128.The geoid height was determined by GEOID03.
 DU0128
 DU0128.The dynamic height is computed by dividing the NAVD 88
 DU0128.geopotential number by the normal gravity value computed on the
 DU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0128.degrees latitude (g = 980.6199 gals.).
 DU0128
 DU0128.The modeled gravity was interpolated from observed gravity values.
 DU0128
 DU0128;                    North         East    Units  Estimated Accuracy
 DU0128;SPC AZ E     -   248,600.      193,170.      MT  (+/- 180 meters Scaled)
 DU0128
 DU0128                          SUPERSEDED SURVEY CONTROL
 DU0128
 DU0128  NGVD 29 (??/??/92)  786.254  (m)         2579.57   (f) ADJ UNCH    1 2
 DU0128
 DU0128.Superseded values are not recommended for survey control.
 DU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0128.See file dsdata.txt to determine how the superseded data were derived.
 DU0128
 DU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB574782(NAD 83)
 DU0128_MARKER: DB = BENCH MARK DISK
 DU0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0128_SP_SET: ABUTMENT
 DU0128_STAMPING: 2579.568 C 16 1933
 DU0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0128
 DU0128  HISTORY     - Date     Condition        Report By
 DU0128  HISTORY     - 1933     MONUMENTED       CGS
 DU0128
 DU0128                          STATION DESCRIPTION
 DU0128
 DU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0128'11.0 MI SE FROM SAN CARLOS.
 DU0128'ON SOUTHERN PACIFIC RIGHT OF WAY, 1.0 MILE EAST OF DILI SIDING, 160
 DU0128'FEET SOUTHEAST OF MILEPOST 1190, ON EASTERLY CONCRETE ABUTMENT OF
 DU0128'RAILROAD BRIDGE, 10 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6872 ***********************************************************************
 DH6872  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6872  DESIGNATION -  C 166 RESET
 DH6872  PID         -  DH6872
 DH6872  STATE/COUNTY-  AZ/GILA
 DH6872  USGS QUAD   -  GLOBE (1982)
 DH6872
 DH6872                         *CURRENT SURVEY CONTROL
 DH6872  ___________________________________________________________________
 DH6872* NAD 83(2007)-  33 25 03.76874(N)    110 49 40.82145(W)     ADJUSTED  
 DH6872* NAVD 88     -      1025.15   (meters)    3363.3    (feet)  GPS OBS   
 DH6872  ___________________________________________________________________
 DH6872  EPOCH DATE  -        2007.00
 DH6872  X           -  -1,895,131.982 (meters)                     COMP
 DH6872  Y           -  -4,981,633.628 (meters)                     COMP
 DH6872  Z           -   3,493,269.624 (meters)                     COMP
 DH6872  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 DH6872  ELLIP HEIGHT-         997.752 (meters)          (02/10/07) ADJUSTED
 DH6872  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DH6872
 DH6872  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6872  Type    PID    Designation                      North   East  Ellip
 DH6872  -------------------------------------------------------------------
 DH6872  NETWORK DH6872 C 166 RESET                       0.41   0.39   1.37
 DH6872  -------------------------------------------------------------------
 DH6872
 DH6872.The horizontal coordinates were established by GPS observations
 DH6872.and adjusted by the National Geodetic Survey in February 2007.
 DH6872
 DH6872.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6872.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6872.The horizontal coordinates are valid at the epoch date displayed above.
 DH6872.The epoch date for horizontal control is a decimal equivalence
 DH6872.of Year/Month/Day.
 DH6872
 DH6872.The orthometric height was determined by GPS observations and a
 DH6872.high-resolution geoid model.
 DH6872.The orthometric height was determined by GPS observations and a
 DH6872.high-resolution geoid model using precise GPS observation and
 DH6872.processing techniques.
 DH6872
 DH6872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6872
 DH6872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6872
 DH6872.The ellipsoidal height was determined by GPS observations
 DH6872.and is referenced to NAD 83.
 DH6872
 DH6872.The geoid height was determined by GEOID03.
 DH6872
 DH6872;                    North         East     Units Scale Factor Converg.
 DH6872;SPC AZ E     -   268,270.258   151,854.200   MT  0.99994662   -0 21 51.3
 DH6872;SPC AZ E     -   880,151.77    498,209.32   iFT  0.99994662   -0 21 51.3
 DH6872;UTM  12      - 3,697,609.480   515,990.839   MT  0.99960315   +0 05 41.0
 DH6872
 DH6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6872!SPC AZ E     -   0.99984338  x   0.99994662  =   0.99979001
 DH6872!UTM  12      -   0.99984338  x   0.99960315  =   0.99944660
 DH6872
 DH6872                          SUPERSEDED SURVEY CONTROL
 DH6872
 DH6872  NAD 83(1992)-  33 25 03.76855(N)    110 49 40.82114(W) AD(       ) B
 DH6872  ELLIP H (08/22/05)  997.764  (m)                       GP(       ) 4 2
 DH6872
 DH6872.Superseded values are not recommended for survey control.
 DH6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6872.See file dsdata.txt to determine how the superseded data were derived.
 DH6872
 DH6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1599197609(NAD 83)
 DH6872_MARKER: DD = SURVEY DISK
 DH6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6872_STAMPING: C 166 RESET 2004
 DH6872_MARK LOGO: NGS   
 DH6872_PROJECTION: FLUSH
 DH6872_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6872+STABILITY: SURFACE MOTION
 DH6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6872+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DH6872
 DH6872  HISTORY     - Date     Condition        Report By
 DH6872  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6872  HISTORY     - 20051004 GOOD             AZ-007
 DH6872  HISTORY     - 20080609 GOOD             AZDT
 DH6872
 DH6872                          STATION DESCRIPTION
 DH6872
 DH6872'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6872'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE, AZ. PROCEED
 DH6872'NORTH ON SR-188 0.2 MILES TO ENTRANCE OF COBRE VALLEY COUNTRY CLUB.
 DH6872'PROCEED WEST PAST GOLF PRO SHOP. 200 FT WEST OF BUILDING, TURN SOUTH
 DH6872'AND FOLLOW DIRT ROAD TO TOP OF HILL TO MONUMENT. MONUMENT OF 5FT WEST
 DH6872'OF WITNESS POST.
 DH6872
 DH6872                          STATION RECOVERY (2005)
 DH6872
 DH6872'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6872'RECOVERED IN GOOD CONDITION.
 DH6872
 DH6872                          STATION RECOVERY (2008)
 DH6872
 DH6872'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2008 (JLI)
 DH6872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0309 ***********************************************************************
 DU0309  DESIGNATION -  C 17
 DU0309  PID         -  DU0309
 DU0309  STATE/COUNTY-  AZ/GILA
 DU0309  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DU0309
 DU0309                         *CURRENT SURVEY CONTROL
 DU0309  ___________________________________________________________________
 DU0309* NAD 83(1986)-  33 31 17.     (N)    110 52 26.     (W)     SCALED    
 DU0309* NAVD 88     -       937.727  (meters)    3076.53   (feet)  ADJUSTED  
 DU0309  ___________________________________________________________________
 DU0309  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU0309  DYNAMIC HT  -         936.483 (meters)    3072.44  (feet)  COMP
 DU0309  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 DU0309
 DU0309  VERT ORDER  -  FIRST     CLASS II
 DU0309
 DU0309.The horizontal coordinates were scaled from a topographic map and have
 DU0309.an estimated accuracy of +/- 6 seconds.
 DU0309
 DU0309.The orthometric height was determined by differential leveling
 DU0309.and adjusted in June 1991.
 DU0309
 DU0309.The geoid height was determined by GEOID03.
 DU0309
 DU0309.The dynamic height is computed by dividing the NAVD 88
 DU0309.geopotential number by the normal gravity value computed on the
 DU0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0309.degrees latitude (g = 980.6199 gals.).
 DU0309
 DU0309.The modeled gravity was interpolated from observed gravity values.
 DU0309
 DU0309;                    North         East    Units  Estimated Accuracy
 DU0309;SPC AZ E     -   279,800.      147,670.      MT  (+/- 180 meters Scaled)
 DU0309
 DU0309                          SUPERSEDED SURVEY CONTROL
 DU0309
 DU0309  NGVD 29 (??/??/92)  937.133  (m)         3074.58   (f) ADJ UNCH    1 2
 DU0309
 DU0309.Superseded values are not recommended for survey control.
 DU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0309.See file dsdata.txt to determine how the superseded data were derived.
 DU0309
 DU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC117090(NAD 83)
 DU0309_MARKER: DB = BENCH MARK DISK
 DU0309_SETTING: 66 = SET IN ROCK OUTCROP
 DU0309_SP_SET: ROCK OUTCROP
 DU0309_STAMPING: 3074.577 C 17 1933
 DU0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0309+STABILITY: POSITION/ELEVATION WELL
 DU0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0309+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU0309
 DU0309  HISTORY     - Date     Condition        Report By
 DU0309  HISTORY     - 1933     MONUMENTED       CGS
 DU0309  HISTORY     - 1934     GOOD             NGS
 DU0309  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0309  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0309  HISTORY     - 20070506 GOOD             GEOCAC
 DU0309
 DU0309                          STATION DESCRIPTION
 DU0309
 DU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0309'11.5 MI N FROM GLOBE.
 DU0309'11.5 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0309'COUNTY, ON THE SOUTH SIDE OF THE MOUTH OF HICKS CANYON, OPPOSITE A
 DU0309'HIGHWAY TURNOUT, 55 YARDS NORTHWEST OF A POWER-TRANSMISSION LINE
 DU0309'TOWER, 96 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 DU0309'SOUTH PORTION OF A GROUP OF PROMINENT OUTCROPS, IN THE TOP OF AN
 DU0309'IGNEOUS ROCK OUTCROP, 25 FEET SOUTHEAST OF THE HIGHEST POINT OF THE
 DU0309'LARGEST OUTCROP, AND ABOUT 10 FEET ABOVE THE BED OF A WASH.
 DU0309
 DU0309                          STATION RECOVERY (1934)
 DU0309
 DU0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0309'RECOVERED IN GOOD CONDITION.
 DU0309
 DU0309                          STATION RECOVERY (1979)
 DU0309
 DU0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0309'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0309
 DU0309                          STATION RECOVERY (2005)
 DU0309
 DU0309'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0309'MARK NOT FOUND. ROAD WIDENED, NEW TOWER INSTALLED.
 DU0309
 DU0309                          STATION RECOVERY (2007)
 DU0309
 DU0309'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0285 ***********************************************************************
 DU0285  DESIGNATION -  C 18
 DU0285  PID         -  DU0285
 DU0285  STATE/COUNTY-  AZ/GILA
 DU0285  USGS QUAD   -  CHRISTMAS (1979)
 DU0285
 DU0285                         *CURRENT SURVEY CONTROL
 DU0285  ___________________________________________________________________
 DU0285* NAD 83(1986)-  33 06 03.     (N)    110 44 51.     (W)     SCALED    
 DU0285* NAVD 88     -       674.12   (+/-2cm)    2211.7    (feet)  VERTCON   
 DU0285  ___________________________________________________________________
 DU0285  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DU0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0285
 DU0285.The horizontal coordinates were scaled from a topographic map and have
 DU0285.an estimated accuracy of +/- 6 seconds.
 DU0285
 DU0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0285.The vertical order pertains to the NGVD 29 superseded value.
 DU0285
 DU0285.The geoid height was determined by GEOID03.
 DU0285
 DU0285;                    North         East    Units  Estimated Accuracy
 DU0285;SPC AZ E     -   233,080.      159,150.      MT  (+/- 180 meters Scaled)
 DU0285
 DU0285                          SUPERSEDED SURVEY CONTROL
 DU0285
 DU0285  NGVD 29 (??/??/92)  673.508  (m)         2209.67   (f) ADJ UNCH    2 0
 DU0285
 DU0285.Superseded values are not recommended for survey control.
 DU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0285.See file dsdata.txt to determine how the superseded data were derived.
 DU0285
 DU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB235624(NAD 83)
 DU0285_MARKER: DB = BENCH MARK DISK
 DU0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0285_STAMPING: 2209.720 C 18 1933
 DU0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0285+STABILITY: SURFACE MOTION
 DU0285
 DU0285  HISTORY     - Date     Condition        Report By
 DU0285  HISTORY     - 1933     MONUMENTED       CGS
 DU0285
 DU0285                          STATION DESCRIPTION
 DU0285
 DU0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0285'12.9 MI N FROM WINKELMAN.
 DU0285'12.9 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, 2.5 MILES
 DU0285'NORTHWEST OF THE MOUTH OF DRIPPING SPRINGS WASH, 0.2 MILE SOUTHEAST OF
 DU0285'THE COOLEY RANCH HOUSE, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DU0285'HIGHWAY, AND 6 FEET NORTHEAST OF A FENCE.  SET IN THE TOP OF A
 DU0285'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- 1.8 MILES
 DU0285'NORTH ALONG NEW STATE HIGHWAY 77 FROM THE BRIDGE CROSSING DRIPPING
 DU0285'SPRING WASH TO AN OLD STONE BUILDING ON THE WEST SIDE OF THE HIGHWAY,
 DU0285'TURN LEFT ACROSS A CATTLE GUARD AND CROSS DRIPPING SPRING WASH TO THE
 DU0285'OLD AFORE DESCRIBED COOLEY RANCH.  OLD ROAD STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0411 ***********************************************************************
 FR0411  DESIGNATION -  C 2
 FR0411  PID         -  FR0411
 FR0411  STATE/COUNTY-  AZ/YAVAPAI
 FR0411  USGS QUAD   -  AUDLEY (1980)
 FR0411
 FR0411                         *CURRENT SURVEY CONTROL
 FR0411  ___________________________________________________________________
 FR0411* NAD 83(1986)-  35 23 56.     (N)    113 01 13.     (W)     SCALED    
 FR0411* NAVD 88     -      1571.325  (meters)    5155.26   (feet)  POSTED    
 FR0411  ___________________________________________________________________
 FR0411  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0411  DYNAMIC HT  -        1569.290 (meters)    5148.58  (feet)  COMP
 FR0411  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 FR0411
 FR0411  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0411
 FR0411.The horizontal coordinates were scaled from a topographic map and have
 FR0411.an estimated accuracy of +/- 6 seconds.
 FR0411
 FR0411.The orthometric height was determined by differential leveling
 FR0411.and adjusted by the  in 1992.
 FR0411.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0411.rate of 0.0 thru 1.0 mm/km.
 FR0411
 FR0411.The geoid height was determined by GEOID03.
 FR0411
 FR0411.The dynamic height is computed by dividing the NAVD 88
 FR0411.geopotential number by the normal gravity value computed on the
 FR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0411.degrees latitude (g = 980.6199 gals.).
 FR0411
 FR0411.The modeled gravity was interpolated from observed gravity values.
 FR0411
 FR0411;                    North         East    Units  Estimated Accuracy
 FR0411;SPC AZ C     -   488,380.      113,110.      MT  (+/- 180 meters Scaled)
 FR0411
 FR0411                          SUPERSEDED SURVEY CONTROL
 FR0411
 FR0411  NGVD 29 (??/??/92) 1570.453  (m)         5152.39   (f) ADJ UNCH    1 2
 FR0411
 FR0411.Superseded values are not recommended for survey control.
 FR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0411.See file dsdata.txt to determine how the superseded data were derived.
 FR0411
 FR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE165191(NAD 83)
 FR0411_MARKER: P = PIPE CAP
 FR0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0411_STAMPING: ELEV. 5152.394 FT.
 FR0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0411
 FR0411  HISTORY     - Date     Condition        Report By
 FR0411  HISTORY     - UNK      MONUMENTED       CGS
 FR0411  HISTORY     - 1935     GOOD             NGS
 FR0411  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0411
 FR0411                          STATION DESCRIPTION
 FR0411
 FR0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0411'IN AUDLEY.
 FR0411'AT AUDLEY, YAVAPAI COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 FR0411'RAILWAY STATION, 1-3/4 POLES WEST OF MILEPOST 439, 52 FEET EAST OF THE
 FR0411'NORTH ONE OF TWO POLES ON THE CREST OF A SMALL RISE, AND 47 1/2 FEET
 FR0411'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD CAP, STAMPED
 FR0411'ELEV. 5152.394 FT. AND FASTENED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 FR0411'PROJECTING 2 INCHES ABOVE GROUND.
 FR0411
 FR0411                          STATION RECOVERY (1975)
 FR0411
 FR0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2159 ***********************************************************************
 DV2159  DESIGNATION -  C 2
 DV2159  PID         -  DV2159
 DV2159  STATE/COUNTY-  AZ/MARICOPA
 DV2159  USGS QUAD   -  WINTERSBURG (1984)
 DV2159
 DV2159                         *CURRENT SURVEY CONTROL
 DV2159  ___________________________________________________________________
 DV2159* NAD 83(1992)-  33 27 01.11341(N)    112 46 53.88582(W)     ADJUSTED  
 DV2159* NAVD 88     -       329.     (meters)    1079.     (feet)  VERTCON   
 DV2159  ___________________________________________________________________
 DV2159  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DV2159  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV2159  HORZ ORDER  -  SECOND
 DV2159
 DV2159.The horizontal coordinates were established by classical geodetic methods
 DV2159.and adjusted by the National Geodetic Survey in August 1993.
 DV2159
 DV2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2159
 DV2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2159
 DV2159.The geoid height was determined by GEOID03.
 DV2159
 DV2159;                    North         East     Units Scale Factor Converg.
 DV2159;SPC AZ C     -   272,024.258   132,945.888   MT  0.99997970   -0 28 36.5
 DV2159;SPC AZ C     -   892,468.04    436,174.17   iFT  0.99997970   -0 28 36.5
 DV2159;UTM  12      - 3,702,629.505   334,407.126   MT  0.99993807   -0 58 56.2
 DV2159
 DV2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2159!SPC AZ C     -   0.99995325  x   0.99997970  =   0.99993295
 DV2159!UTM  12      -   0.99995325  x   0.99993807  =   0.99989132
 DV2159
 DV2159|---------------------------------------------------------------------|
 DV2159| PID    Reference Object                     Distance      Geod. Az  |
 DV2159|                                                           dddmmss.s |
 DV2159| CH4908 C 2 RM 4                                           06523     |
 DV2159| DV2160 T1N R5W SECS 4 5 8 9                 22.976 METERS 14936     |
 DV2159| CH4907 C 2 AZ MK                                          1771513.5 |
 DV2159| FR0713 C RM 1                               31.327 METERS 20852     |
 DV2159|---------------------------------------------------------------------|
 DV2159
 DV2159                          SUPERSEDED SURVEY CONTROL
 DV2159
 DV2159  NAD 83(1986)-  33 27 01.10712(N)    112 46 53.89150(W) AD(       ) 2
 DV2159  NAD 27      -  33 27 00.96420(N)    112 46 51.26827(W) AD(       ) 2
 DV2159  NGVD 29 (07/19/86)  328.     (m)         1076.     (f) VERT ANG    3  
 DV2159
 DV2159.Superseded values are not recommended for survey control.
 DV2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2159.See file dsdata.txt to determine how the superseded data were derived.
 DV2159
 DV2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3440702630(NAD 83)
 DV2159_MARKER: DS = TRIANGULATION STATION DISK
 DV2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2159+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 DV2159
 DV2159  HISTORY     - Date     Condition        Report By
 DV2159  HISTORY     - 1971     MONUMENTED       NGS
 DV2159  HISTORY     - 20000622 GOOD             AZDT
 DV2159
 DV2159                          STATION DESCRIPTION
 DV2159
 DV2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DV2159'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE NORTH-NORTHWEST
 DV2159'OF PALO VERDE, 10 MILES EAST-SOUTHEAST OF TONOPAH AND 8
 DV2159'MILES NORTH OF HASSAYAMPA.  IT IS AT THE INTERSECTION OF
 DV2159'339 AVENUE AND WEST VAN BUREN STREET.  IT IS ON PROPERITY
 DV2159'WHICH BELONGS TO THE COUNTY OF MARICOPA.
 DV2159'
 DV2159'THE STATION MARK IS A STANDARD DISK STAMPED, GLO C 2 1971.
 DV2159'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2159'PROJECTS 5 INCHES.  IT IS 61 FEET NORTH OF THE APPROX. CENTER
 DV2159'OF WEST VAN BUREN STREET, 36 FEET WEST OF THE CENTER OF
 DV2159'339 AVENUE, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DV2159'THE CONCRETE HEAD WALL OF A CATTLE GUARD, 3 FEET EAST OF
 DV2159'A FENCE LINE AND 1 FOOT WEST OF A WITNESS POST.
 DV2159'
 DV2159'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GLO C NO 1 1934.
 DV2159'IT IS SET IN A DRILL HOLE IN THE TOP OF A SMALL BLACK BOULDER
 DV2159'WHICH PROJECTS ABOUT 3 INCHES.  IT IS IN THE SOUTHWEST CORNER
 DV2159'OF THE INTERSECTION, 28 FEET WEST OF A STREET SIGN AND 21
 DV2159'FEET SOUTH OF THE CENTER OF WEST VAN BUREN STREET.
 DV2159'
 DV2159'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, GLO C 2 NO 4
 DV2159'1971.  IT IS SET IN A DRILL HOLE IN TOP OF THE SOUTH END
 DV2159'OF THE WEST HEAD WALL OF THE CATTLE GUARD.
 DV2159'
 DV2159'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GLO C 2 1971.
 DV2159'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2159'PROJECTS 3 INCHES.  IT IS AT THE NORTH SIDE OF A SMALL PALO
 DV2159'VERDE TREE WHICH IS JUST NORTH OF A SMALL WASH.  THE MARK
 DV2159'IS 1 FOOT EAST OF THE WITNESS POST.
 DV2159'
 DV2159'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2159
 DV2159                          STATION RECOVERY (2000)
 DV2159
 DV2159'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2159'A THOROUGH SEARCH WAS MADE FOR GLO C-2 AZIMUTH MARK AND WAS NOT FOUND.
 DV2159' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0373 ***********************************************************************
 DU0373  DESIGNATION -  C 20
 DU0373  PID         -  DU0373
 DU0373  STATE/COUNTY-  AZ/GILA
 DU0373  USGS QUAD   -  GREENBACK CREEK (1964)
 DU0373
 DU0373                         *CURRENT SURVEY CONTROL
 DU0373  ___________________________________________________________________
 DU0373* NAD 83(1986)-  33 45 05.     (N)    111 14 19.     (W)     SCALED    
 DU0373* NAVD 88     -       658.389  (meters)    2160.06   (feet)  ADJUSTED  
 DU0373  ___________________________________________________________________
 DU0373  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DU0373  DYNAMIC HT  -         657.545 (meters)    2157.30  (feet)  COMP
 DU0373  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 DU0373
 DU0373  VERT ORDER  -  FIRST     CLASS II
 DU0373
 DU0373.The horizontal coordinates were scaled from a topographic map and have
 DU0373.an estimated accuracy of +/- 6 seconds.
 DU0373
 DU0373.The orthometric height was determined by differential leveling
 DU0373.and adjusted in June 1991.
 DU0373
 DU0373.The geoid height was determined by GEOID03.
 DU0373
 DU0373.The dynamic height is computed by dividing the NAVD 88
 DU0373.geopotential number by the normal gravity value computed on the
 DU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0373.degrees latitude (g = 980.6199 gals.).
 DU0373
 DU0373.The modeled gravity was interpolated from observed gravity values.
 DU0373
 DU0373;                    North         East    Units  Estimated Accuracy
 DU0373;SPC AZ E     -   305,600.      114,050.      MT  (+/- 180 meters Scaled)
 DU0373
 DU0373                          SUPERSEDED SURVEY CONTROL
 DU0373
 DU0373  NGVD 29 (??/??/92)  657.776  (m)         2158.05   (f) ADJ UNCH    1 2
 DU0373
 DU0373.Superseded values are not recommended for survey control.
 DU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0373.See file dsdata.txt to determine how the superseded data were derived.
 DU0373
 DU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC779346(NAD 83)
 DU0373_MARKER: DB = BENCH MARK DISK
 DU0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0373_STAMPING: 2158.053 C 20 1933
 DU0373_MARK LOGO: CGS   
 DU0373_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0373+STABILITY: SURFACE MOTION
 DU0373
 DU0373  HISTORY     - Date     Condition        Report By
 DU0373  HISTORY     - 1933     MONUMENTED       CGS
 DU0373  HISTORY     - 1934     GOOD             NGS
 DU0373  HISTORY     - 1983     GOOD             NGS
 DU0373
 DU0373                          STATION DESCRIPTION
 DU0373
 DU0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0373'11.0 MI S FROM TONTO BASIN.
 DU0373'11.0 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM TONTO
 DU0373'BASIN, GILA COUNTY, AT THE NORTHWEST END OF ROOSEVELT RESERVOIR, AT A
 DU0373'COUNTY HIGHWAY MAINTENANCE STATION, 75 FEET NORTH OF A HOUSE, AND 45
 DU0373'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DU0373'2158.053 C 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DU0373'INCHES ABOVE GROUND.
 DU0373
 DU0373                          STATION RECOVERY (1983)
 DU0373
 DU0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0373'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0373'16.6 KM (10.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 DU0373'IN PUNKIN CENTER, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT
 DU0373'ROAD LEADING SOUTH, 75.0 METERS (246 FT) SOUTH OF THE HIGHWAY
 DU0373'CENTERLINE, 24.5 METERS (80 FT) NORTHWEST OF THE WEST ONE OF TWO
 DU0373'PROMINENT TWIN TREES.
 DU0373'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DU0373'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0403 ***********************************************************************
 DU0403  DESIGNATION -  C 21
 DU0403  PID         -  DU0403
 DU0403  STATE/COUNTY-  AZ/MARICOPA
 DU0403  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0403
 DU0403                         *CURRENT SURVEY CONTROL
 DU0403  ___________________________________________________________________
 DU0403* NAD 83(1986)-  33 36 40.     (N)    111 11 46.     (W)     SCALED    
 DU0403* NAVD 88     -       723.492  (meters)    2373.66   (feet)  ADJUSTED  
 DU0403  ___________________________________________________________________
 DU0403  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DU0403  DYNAMIC HT  -         722.571 (meters)    2370.64  (feet)  COMP
 DU0403  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 DU0403
 DU0403  VERT ORDER  -  FIRST     CLASS II
 DU0403
 DU0403.The horizontal coordinates were scaled from a topographic map and have
 DU0403.an estimated accuracy of +/- 6 seconds.
 DU0403
 DU0403.The orthometric height was determined by differential leveling
 DU0403.and adjusted in June 1991.
 DU0403
 DU0403.The geoid height was determined by GEOID03.
 DU0403
 DU0403.The dynamic height is computed by dividing the NAVD 88
 DU0403.geopotential number by the normal gravity value computed on the
 DU0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0403.degrees latitude (g = 980.6199 gals.).
 DU0403
 DU0403.The modeled gravity was interpolated from observed gravity values.
 DU0403
 DU0403;                    North         East    Units  Estimated Accuracy
 DU0403;SPC AZ C     -   289,760.      280,220.      MT  (+/- 180 meters Scaled)
 DU0403
 DU0403                          SUPERSEDED SURVEY CONTROL
 DU0403
 DU0403  NGVD 29 (??/??/92)  722.895  (m)         2371.70   (f) ADJ UNCH    1 2
 DU0403
 DU0403.Superseded values are not recommended for survey control.
 DU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0403.See file dsdata.txt to determine how the superseded data were derived.
 DU0403
 DU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC818190(NAD 83)
 DU0403_MARKER: DB = BENCH MARK DISK
 DU0403_SETTING: 66 = SET IN ROCK OUTCROP
 DU0403_SP_SET: ROCK OUTCROP
 DU0403_STAMPING: C 21 1933
 DU0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0403+STABILITY: POSITION/ELEVATION WELL
 DU0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0403+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU0403
 DU0403  HISTORY     - Date     Condition        Report By
 DU0403  HISTORY     - 1933     MONUMENTED       CGS
 DU0403  HISTORY     - 1948     GOOD             NGS
 DU0403  HISTORY     - 1980     GOOD             NGS
 DU0403  HISTORY     - 20040403 GOOD             USPSQD
 DU0403  HISTORY     - 20071122 GOOD             GEOCAC
 DU0403
 DU0403                          STATION DESCRIPTION
 DU0403
 DU0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0403'8.7 MI SW FROM ROOSEVELT.
 DU0403'8.7 MILES SOUTHWEST OF ROOSEVELT ALONG STATE HIGHWAY 88, 0.15 MILES
 DU0403'EAST OF MILE POST 235, 36.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DU0403'HIGHWAY, ON THE SOUTH SIDE OF A RAVINE LEADING WEST, ABOUT 11.0 FEET
 DU0403'ABOVE THE HIGHWAY, ON THE SHOULDER OF THE GRADE EXCAVATION, SET IN THE
 DU0403'TOP OF A ROCK OUTCROP PROJECTING ABOUT 1.0 FOOT ABOVE THE GROUND.
 DU0403
 DU0403                          STATION RECOVERY (1980)
 DU0403
 DU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0403'10.3 KM (6.4 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0403'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.25  KM (0.15 MI)
 DU0403'NORTHEAST OF HIGHWAY MILEPOST 235, 0.2 KM (0.1 MI) NORTH OF A POWER
 DU0403'LINE CROSSING AND A CURVE IN THE HIGHWAY, IN TOP OF A ROCK
 DU0403'OUTCROP ON THE NORTHWEST SLOPE OF A RIDGE, 10.9 METERS (36.0 FT) EAST
 DU0403'OF THE CENTERLINE OF THE HIGHWAY, 21.9 METERS (72.0 FT) SOUTH OF THE
 DU0403'TOP CENTER OF THE EAST END OF A 60-CM (24-INCH) STEEL PIPE CULVERT
 DU0403'UNDER THE HIGHWAY.
 DU0403'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0403
 DU0403                          STATION RECOVERY (2004)
 DU0403
 DU0403'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0403'RECOVERED AS DESCRIBED
 DU0403
 DU0403                          STATION RECOVERY (2007)
 DU0403
 DU0403'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0614 ***********************************************************************
 DU0614  DESIGNATION -  C 22
 DU0614  PID         -  DU0614
 DU0614  STATE/COUNTY-  AZ/MARICOPA
 DU0614  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0614
 DU0614                         *CURRENT SURVEY CONTROL
 DU0614  ___________________________________________________________________
 DU0614* NAD 83(1986)-  33 24 55.     (N)    111 36 58.     (W)     SCALED    
 DU0614* NAVD 88     -       479.11   (+/-2cm)    1571.9    (feet)  VERTCON   
 DU0614  ___________________________________________________________________
 DU0614  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU0614  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0614
 DU0614.The horizontal coordinates were scaled from a topographic map and have
 DU0614.an estimated accuracy of +/- 6 seconds.
 DU0614
 DU0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0614.The vertical order pertains to the NGVD 29 superseded value.
 DU0614
 DU0614.The geoid height was determined by GEOID03.
 DU0614
 DU0614;                    North         East    Units  Estimated Accuracy
 DU0614;SPC AZ C     -   267,850.      241,310.      MT  (+/- 180 meters Scaled)
 DU0614
 DU0614                          SUPERSEDED SURVEY CONTROL
 DU0614
 DU0614  NGVD 29 (??/??/92)  478.546  (m)         1570.03   (f) ADJ UNCH    1 2
 DU0614
 DU0614.Superseded values are not recommended for survey control.
 DU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0614.See file dsdata.txt to determine how the superseded data were derived.
 DU0614
 DU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB427974(NAD 83)
 DU0614_MARKER: DB = BENCH MARK DISK
 DU0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0614_STAMPING: C 22 1933
 DU0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0614+STABILITY: SURFACE MOTION
 DU0614
 DU0614  HISTORY     - Date     Condition        Report By
 DU0614  HISTORY     - 1933     MONUMENTED       CGS
 DU0614  HISTORY     - 1948     GOOD             NGS
 DU0614  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0614  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0614
 DU0614                          STATION DESCRIPTION
 DU0614
 DU0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0614'3.8 MI W FROM APACHE JUNCTION.
 DU0614'ABOUT 3.8 MILES WEST ALONG U. S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0614'AT A ROAD CROSSING, AT MILEPOST NO. 192, 81.6 FEET NORTH OF THE CENTER
 DU0614'LINE OF THE HIGHWAY, 79.5 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DU0614'1.3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DU0614'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DU0614
 DU0614                          STATION RECOVERY (1981)
 DU0614
 DU0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0614'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0614
 DU0614                          STATION RECOVERY (2008)
 DU0614
 DU0614'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0614'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0614'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0357 ***********************************************************************
 DV0357  DESIGNATION -  C 23
 DV0357  PID         -  DV0357
 DV0357  STATE/COUNTY-  AZ/PINAL
 DV0357  USGS QUAD   -  MARICOPA (1978)
 DV0357
 DV0357                         *CURRENT SURVEY CONTROL
 DV0357  ___________________________________________________________________
 DV0357* NAD 83(1986)-  33 05 08.     (N)    112 02 15.     (W)     SCALED    
 DV0357* NAVD 88     -       351.71   (+/-2cm)    1153.9    (feet)  VERTCON   
 DV0357  ___________________________________________________________________
 DV0357  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0357  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0357
 DV0357.The horizontal coordinates were scaled from a topographic map and have
 DV0357.an estimated accuracy of +/- 6 seconds.
 DV0357
 DV0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0357.The vertical order pertains to the NGVD 29 superseded value.
 DV0357
 DV0357.The geoid height was determined by GEOID03.
 DV0357
 DV0357;                    North         East    Units  Estimated Accuracy
 DV0357;SPC AZ C     -   231,250.      202,080.      MT  (+/- 180 meters Scaled)
 DV0357
 DV0357                          SUPERSEDED SURVEY CONTROL
 DV0357
 DV0357  NGVD 29 (??/??/92)  351.195  (m)         1152.21   (f) ADJ UNCH    1 2
 DV0357
 DV0357.Superseded values are not recommended for survey control.
 DV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0357.See file dsdata.txt to determine how the superseded data were derived.
 DV0357
 DV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB031612(NAD 83)
 DV0357_MARKER: DB = BENCH MARK DISK
 DV0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0357_STAMPING: C 23 1933
 DV0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0357+STABILITY: SURFACE MOTION
 DV0357
 DV0357  HISTORY     - Date     Condition        Report By
 DV0357  HISTORY     - 1933     MONUMENTED       CGS
 DV0357  HISTORY     - 1948     GOOD             NGS
 DV0357  HISTORY     - 1949     GOOD             NGS
 DV0357  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0357  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0357  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0357
 DV0357                          STATION DESCRIPTION
 DV0357
 DV0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0357'2.1 MI N FROM MARICOPA.
 DV0357'2.1 MILES NORTH ALONG THE OLD RAILROAD BED FROM THE POST OFFICE AT
 DV0357'MARICOPA, 31.4 FEET WEST OF THE CENTER LINE OF THE ROAD, 23.4 FEET
 DV0357'EAST OF A TELEPHONE POLE WITH THE MILE SIGN 935 ON IT, 3.5 FEET BELOW
 DV0357'THE LEVEL OF THE ROAD, 2.4 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DV0357'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 DV0357'GROUND.
 DV0357
 DV0357                          STATION RECOVERY (1949)
 DV0357
 DV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0357'RECOVERED IN GOOD CONDITION.
 DV0357
 DV0357                          STATION RECOVERY (1980)
 DV0357
 DV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0357'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0357'AND THE AREA IS NOW A PLOWED FIELD.
 DV0357
 DV0357                          STATION RECOVERY (1980)
 DV0357
 DV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0357'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0357'AND THE AREA IS NOW A PLOWED FIELD.
 DV0357
 DV0357                          STATION RECOVERY (2007)
 DV0357
 DV0357'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0357'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DV0357'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5763 ***********************************************************************
 DH5763  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5763  DESIGNATION -  C 232
 DH5763  PID         -  DH5763
 DH5763  STATE/COUNTY-  AZ/COCHISE
 DH5763  USGS QUAD   -  WILLCOX SOUTH (1985)
 DH5763
 DH5763                         *CURRENT SURVEY CONTROL
 DH5763  ___________________________________________________________________
 DH5763* NAD 83(2007)-  32 12 44.03934(N)    109 46 49.03586(W)     ADJUSTED  
 DH5763* NAVD 88     -      1276.13   (meters)    4186.8    (feet)  GPS OBS   
 DH5763  ___________________________________________________________________
 DH5763  EPOCH DATE  -        2007.00
 DH5763  X           -  -1,828,318.855 (meters)                     COMP
 DH5763  Y           -  -5,083,838.215 (meters)                     COMP
 DH5763  Z           -   3,381,032.301 (meters)                     COMP
 DH5763  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DH5763  ELLIP HEIGHT-        1249.085 (meters)          (02/10/07) ADJUSTED
 DH5763  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DH5763
 DH5763  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5763  Type    PID    Designation                      North   East  Ellip
 DH5763  -------------------------------------------------------------------
 DH5763  NETWORK DH5763 C 232                             0.73   0.61   2.23
 DH5763  -------------------------------------------------------------------
 DH5763
 DH5763.The horizontal coordinates were established by GPS observations
 DH5763.and adjusted by the National Geodetic Survey in February 2007.
 DH5763
 DH5763.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5763.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5763.The horizontal coordinates are valid at the epoch date displayed above.
 DH5763.The epoch date for horizontal control is a decimal equivalence
 DH5763.of Year/Month/Day.
 DH5763
 DH5763.The orthometric height was determined by GPS observations and a
 DH5763.high-resolution geoid model.
 DH5763.The orthometric height was determined by GPS observations and a
 DH5763.high-resolution geoid model using precise GPS observation and
 DH5763.processing techniques.
 DH5763
 DH5763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5763
 DH5763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5763
 DH5763.The ellipsoidal height was determined by GPS observations
 DH5763.and is referenced to NAD 83.
 DH5763
 DH5763.The geoid height was determined by GEOID03.
 DH5763
 DH5763;                    North         East     Units Scale Factor Converg.
 DH5763;SPC AZ E     -   134,464.385   249,782.286   MT  0.99991635   +0 12 21.5
 DH5763;SPC AZ E     -   441,156.12    819,495.69   iFT  0.99991635   +0 12 21.5
 DH5763;UTM  12      - 3,564,612.778   614,945.952   MT  0.99976294   +0 39 00.9
 DH5763
 DH5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5763!SPC AZ E     -   0.99980391  x   0.99991635  =   0.99972028
 DH5763!UTM  12      -   0.99980391  x   0.99976294  =   0.99956690
 DH5763
 DH5763                          SUPERSEDED SURVEY CONTROL
 DH5763
 DH5763  NAD 83(1992)-  32 12 44.03894(N)    109 46 49.03496(W) AD(       ) B
 DH5763  ELLIP H (08/22/05) 1249.105  (m)                       GP(       ) 4 2
 DH5763
 DH5763.Superseded values are not recommended for survey control.
 DH5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5763.See file dsdata.txt to determine how the superseded data were derived.
 DH5763
 DH5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1494664613(NAD 83)
 DH5763_MARKER: DD = SURVEY DISK
 DH5763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5763_STAMPING: C 232
 DH5763_MARK LOGO: AZDT  
 DH5763_PROJECTION: FLUSH
 DH5763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5763+STABILITY: SURFACE MOTION
 DH5763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5763+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5763
 DH5763  HISTORY     - Date     Condition        Report By
 DH5763  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5763
 DH5763                          STATION DESCRIPTION
 DH5763
 DH5763'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5763'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5763'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5763'APROX. 4.06 MILES TO THE STATION. THE STATION IS LOCATED AT THE
 DH5763'SOUTHERLY R.O.W. FENCE APPROX 100 FEET FROM THE CENTERLINE OF HWY 186.
 DH5763'STATION IS A 3 INCH BRASS CAP IN CONCRETE, STAMPED C332 ARIZONA
 DH5763'DEPARTMENT OF TRANSPORTATION, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5763'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0916 ***********************************************************************
 DV0916  DESIGNATION -  C 24
 DV0916  PID         -  DV0916
 DV0916  STATE/COUNTY-  AZ/MARICOPA
 DV0916  USGS QUAD   -  WITTMANN (1981)
 DV0916
 DV0916                         *CURRENT SURVEY CONTROL
 DV0916  ___________________________________________________________________
 DV0916* NAD 83(1986)-  33 45 29.     (N)    112 30 09.     (W)     SCALED    
 DV0916* NAVD 88     -       490.166  (meters)    1608.15   (feet)  POSTED    
 DV0916  ___________________________________________________________________
 DV0916  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0916  DYNAMIC HT  -         489.590 (meters)    1606.26  (feet)  COMP
 DV0916  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 DV0916
 DV0916  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0916
 DV0916.The horizontal coordinates were scaled from a topographic map and have
 DV0916.an estimated accuracy of +/- 6 seconds.
 DV0916
 DV0916.The orthometric height was determined by differential leveling
 DV0916.and adjusted in November 2005.
 DV0916.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0916.was located on a no-check spur therefore a value was not computed.
 DV0916.No vertical observational check was made to the station.
 DV0916
 DV0916.The geoid height was determined by GEOID03.
 DV0916
 DV0916.The dynamic height is computed by dividing the NAVD 88
 DV0916.geopotential number by the normal gravity value computed on the
 DV0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0916.degrees latitude (g = 980.6199 gals.).
 DV0916
 DV0916.The modeled gravity was interpolated from observed gravity values.
 DV0916
 DV0916;                    North         East    Units  Estimated Accuracy
 DV0916;SPC AZ C     -   305,970.      159,090.      MT  (+/- 180 meters Scaled)
 DV0916
 DV0916                          SUPERSEDED SURVEY CONTROL
 DV0916
 DV0916  NGVD 29 (??/??/92)  489.661  (m)         1606.50   (f) ADJ UNCH    2 0
 DV0916
 DV0916.Superseded values are not recommended for survey control.
 DV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0916.See file dsdata.txt to determine how the superseded data were derived.
 DV0916
 DV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC608363(NAD 83)
 DV0916_MARKER: DB = BENCH MARK DISK
 DV0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0916_STAMPING: C 24 1933
 DV0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0916+STABILITY: SURFACE MOTION
 DV0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0916+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV0916
 DV0916  HISTORY     - Date     Condition        Report By
 DV0916  HISTORY     - 1933     MONUMENTED       CGS
 DV0916  HISTORY     - 1939     GOOD             NGS
 DV0916  HISTORY     - 20070429 GOOD             GEOCAC
 DV0916
 DV0916                          STATION DESCRIPTION
 DV0916
 DV0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0916'9.6 MI SE FROM HOT SPRINGS JUNCTION.
 DV0916'9.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0916'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, 2.2 MILES SOUTHEAST OF THE
 DV0916'SIDING AT WITTMANN, 96 FEET SOUTHWEST OF MILEPOST 160, BETWEEN THE
 DV0916'HIGHWAY AND THE RAILROAD, AND 60 FEET SOUTHWEST OF THE CENTERLINE OF
 DV0916'THE TRACK.  A STANDARD DISK STAMPED C 24 1933 AND SET IN THE TOP OF A
 DV0916'CONCRETE POST.
 DV0916
 DV0916                          STATION RECOVERY (2007)
 DV0916
 DV0916'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0989 ***********************************************************************
 DV0989  DESIGNATION -  C 25
 DV0989  PID         -  DV0989
 DV0989  STATE/COUNTY-  AZ/MARICOPA
 DV0989  USGS QUAD   -  AGUILA (1990)
 DV0989
 DV0989                         *CURRENT SURVEY CONTROL
 DV0989  ___________________________________________________________________
 DV0989* NAD 83(1986)-  33 57 04.     (N)    113 08 16.     (W)     SCALED    
 DV0989* NAVD 88     -       671.36   (+/-2cm)    2202.6    (feet)  VERTCON   
 DV0989  ___________________________________________________________________
 DV0989  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0989
 DV0989.The horizontal coordinates were scaled from a topographic map and have
 DV0989.an estimated accuracy of +/- 6 seconds.
 DV0989
 DV0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0989.The vertical order pertains to the NGVD 29 superseded value.
 DV0989
 DV0989.The geoid height was determined by GEOID03.
 DV0989
 DV0989;                    North         East    Units  Estimated Accuracy
 DV0989;SPC AZ C     -   327,900.      100,490.      MT  (+/- 180 meters Scaled)
 DV0989
 DV0989                          SUPERSEDED SURVEY CONTROL
 DV0989
 DV0989  NGVD 29 (??/??/92)  670.671  (m)         2200.36   (f) ADJ UNCH    2 0
 DV0989
 DV0989.Superseded values are not recommended for survey control.
 DV0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0989.See file dsdata.txt to determine how the superseded data were derived.
 DV0989
 DV0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC024587(NAD 83)
 DV0989_MARKER: DB = BENCH MARK DISK
 DV0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0989_STAMPING: C 25 1933
 DV0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0989+STABILITY: SURFACE MOTION
 DV0989
 DV0989  HISTORY     - Date     Condition        Report By
 DV0989  HISTORY     - 1933     MONUMENTED       CGS
 DV0989  HISTORY     - 1955     GOOD             NGS
 DV0989  HISTORY     - 20070420 MARK NOT FOUND   GEOCAC
 DV0989  HISTORY     - 20070428 MARK NOT FOUND   GEOCAC
 DV0989
 DV0989                          STATION DESCRIPTION
 DV0989
 DV0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV0989'2.3 MI E FROM AGUILA.
 DV0989'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0989'AGUILA, MARICOPA COUNTY, 125 FEET SOUTH OF MILEPOST 20, 95 FEET SOUTH
 DV0989'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD
 DV0989'DISK, STAMPED C 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DV0989
 DV0989                          STATION RECOVERY (2007)
 DV0989
 DV0989'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0989'DID NOT FIND THE MARK. AT 125 FEET SOUTH OF MILEPOST 20 AND 95 FEET
 DV0989'SOUTH OF THE CENTERLINE OF THE TRACK THERE ARE TWO HEAVILY USED DIRT
 DV0989'ROADS THAT RUN PARALLEL TO A CULTIVATED FIELD. THERE IS NO FENCE IN
 DV0989'THE AREA. DID NOT PROBE THE GROUND FOR THE MONUMENT DUE TO SIGNAGE
 DV0989'INDICATING A FIBER OPTIC LINE WAS RUN IN THE AREA.
 DV0989
 DV0989                          STATION RECOVERY (2007)
 DV0989
 DV0989'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0989'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0989'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0519 ***********************************************************************
 FR0519  DESIGNATION -  C 253
 FR0519  PID         -  FR0519
 FR0519  STATE/COUNTY-  AZ/MOHAVE
 FR0519  USGS QUAD   -  VALENTINE (1980)
 FR0519
 FR0519                         *CURRENT SURVEY CONTROL
 FR0519  ___________________________________________________________________
 FR0519* NAD 83(1986)-  35 23 48.     (N)    113 44 30.     (W)     SCALED    
 FR0519* NAVD 88     -      1060.256  (meters)    3478.52   (feet)  ADJUSTED  
 FR0519  ___________________________________________________________________
 FR0519  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FR0519  DYNAMIC HT  -        1058.990 (meters)    3474.37  (feet)  COMP
 FR0519  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 FR0519
 FR0519  VERT ORDER  -  FIRST     CLASS I
 FR0519
 FR0519.The horizontal coordinates were scaled from a topographic map and have
 FR0519.an estimated accuracy of +/- 6 seconds.
 FR0519
 FR0519.The orthometric height was determined by differential leveling
 FR0519.and adjusted in June 1991.
 FR0519
 FR0519.The geoid height was determined by GEOID03.
 FR0519
 FR0519.The dynamic height is computed by dividing the NAVD 88
 FR0519.geopotential number by the normal gravity value computed on the
 FR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0519.degrees latitude (g = 980.6199 gals.).
 FR0519
 FR0519.The modeled gravity was interpolated from observed gravity values.
 FR0519
 FR0519;                    North         East    Units  Estimated Accuracy
 FR0519;SPC AZ W     -   487,590.      214,120.      MT  (+/- 180 meters Scaled)
 FR0519
 FR0519                          SUPERSEDED SURVEY CONTROL
 FR0519
 FR0519  NGVD 29 (??/??/92) 1059.450  (m)         3475.88   (f) ADJ UNCH    1 1
 FR0519
 FR0519.Superseded values are not recommended for survey control.
 FR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0519.See file dsdata.txt to determine how the superseded data were derived.
 FR0519
 FR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE510204(NAD 83)
 FR0519_MARKER: DB = BENCH MARK DISK
 FR0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0519_STAMPING: C 253 1940
 FR0519_MARK LOGO: CGS   
 FR0519_PROJECTION: PROJECTING 20 CENTIMETERS
 FR0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0519+STABILITY: SURFACE MOTION
 FR0519
 FR0519  HISTORY     - Date     Condition        Report By
 FR0519  HISTORY     - 1940     MONUMENTED       CGS
 FR0519  HISTORY     - 1982     GOOD             NGS
 FR0519
 FR0519                          STATION DESCRIPTION
 FR0519
 FR0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FR0519'2.3 MI N FROM HACKBERRY.
 FR0519'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0519'HACKBERRY, PROCEED NORTHWARD ALONG ROAD TO PIERCES FERRY, GO 2.3
 FR0519'MILES.  BENCH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE INTERSECTION OF
 FR0519'THE ROAD TO PIERCES FERRY WITH U. S. HIGHWAY NO. 66 (INTERSECTION IS
 FR0519'NEAR RAILROAD MILEPOST NO. 491).  170 FEET NORTHWEST OF CURVE IN THE
 FR0519'ROAD. 18 FEET NORTH OF THE CENTER LINE OF THE ROAD. 3.0 FEET SOUTH OF
 FR0519'A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 FR0519'0.6 FOOT.
 FR0519
 FR0519                          STATION RECOVERY (1982)
 FR0519
 FR0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0519'41.4 KM (25.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0519'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.6 KM (0.4 MILE)
 FR0519'NORTHEAST ALONG A DIRT ROAD, 0.05 KM (0.1 MILE) NORTH OF A COVERED
 FR0519'AQUEDUCT, 5.5 METERS (18.0 FEET) NORTH OF THE CENTERLINE OF THE ROAD,
 FR0519'20.9 METERS (68.5 FEET) WEST OF A POWER LINE RUNNING NORTH AND SOUTH.
 FR0519'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0541 ***********************************************************************
 ET0541  DESIGNATION -  C 255
 ET0541  PID         -  ET0541
 ET0541  STATE/COUNTY-  AZ/YAVAPAI
 ET0541  USGS QUAD   -  SULLIVAN BUTTES (1979)
 ET0541
 ET0541                         *CURRENT SURVEY CONTROL
 ET0541  ___________________________________________________________________
 ET0541* NAD 83(1986)-  34 46 49.     (N)    112 37 24.     (W)     SCALED    
 ET0541* NAVD 88     -      1431.853  (meters)    4697.67   (feet)  POSTED    
 ET0541  ___________________________________________________________________
 ET0541  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0541  DYNAMIC HT  -        1429.970 (meters)    4691.49  (feet)  COMP
 ET0541  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 ET0541
 ET0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0541
 ET0541.The horizontal coordinates were scaled from a topographic map and have
 ET0541.an estimated accuracy of +/- 6 seconds.
 ET0541
 ET0541.The orthometric height was determined by differential leveling
 ET0541.and adjusted in November 2005.
 ET0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0541.rate of 0.0 thru 1.0 mm/km.
 ET0541
 ET0541.The geoid height was determined by GEOID03.
 ET0541
 ET0541.The dynamic height is computed by dividing the NAVD 88
 ET0541.geopotential number by the normal gravity value computed on the
 ET0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0541.degrees latitude (g = 980.6199 gals.).
 ET0541
 ET0541.The modeled gravity was interpolated from observed gravity values.
 ET0541
 ET0541;                    North         East    Units  Estimated Accuracy
 ET0541;SPC AZ C     -   419,430.      148,680.      MT  (+/- 180 meters Scaled)
 ET0541
 ET0541                          SUPERSEDED SURVEY CONTROL
 ET0541
 ET0541  NGVD 29 (??/??/92) 1431.042  (m)         4695.01   (f) ADJ UNCH    2 0
 ET0541
 ET0541.Superseded values are not recommended for survey control.
 ET0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0541.See file dsdata.txt to determine how the superseded data were derived.
 ET0541
 ET0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD514498(NAD 83)
 ET0541_MARKER: DB = BENCH MARK DISK
 ET0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0541_STAMPING: C 255 1941
 ET0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0541+STABILITY: SURFACE MOTION
 ET0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0541+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0541
 ET0541  HISTORY     - Date     Condition        Report By
 ET0541  HISTORY     - 1941     MONUMENTED       CGS
 ET0541  HISTORY     - 1974     GOOD             USGS
 ET0541  HISTORY     - 20080823 GOOD             GEOCAC
 ET0541
 ET0541                          STATION DESCRIPTION
 ET0541
 ET0541'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0541'2.9 MI S FROM SIMMONS.
 ET0541'ABOUT 2.9 MILES SOUTH ALONG A COUNTY ROAD FROM THE CONCRETE BRIDGE
 ET0541'OVER WILLIAMSON VALLEY WASH AT SIMMONS (SITE), 0.3 MILE NORTH OF A
 ET0541'ROAD INTERSECTION, 47 FEET EAST OF THE CENTERLINE OF THE ROAD, 15 FEET
 ET0541'EAST OF A FENCE, 2.5 FEET BELOW THE ROAD.  A STANDARD C AND GS DISK
 ET0541'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND AND
 ET0541'STAMPED C 255 1941.
 ET0541
 ET0541                          STATION RECOVERY (2008)
 ET0541
 ET0541'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0604 ***********************************************************************
 GR0604  DESIGNATION -  C 256
 GR0604  PID         -  GR0604
 GR0604  STATE/COUNTY-  AZ/MOHAVE
 GR0604  USGS QUAD   -  HOOVER DAM (1997)
 GR0604
 GR0604                         *CURRENT SURVEY CONTROL
 GR0604  ___________________________________________________________________
 GR0604* NAD 83(1986)-  36 00 01.     (N)    114 43 21.     (W)     SCALED    
 GR0604* NAVD 88     -       396.991  (meters)    1302.46   (feet)  POSTED    
 GR0604  ___________________________________________________________________
 GR0604  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0604  DYNAMIC HT  -         396.600 (meters)    1301.18  (feet)  COMP
 GR0604  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 GR0604
 GR0604  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0604
 GR0604.The horizontal coordinates were scaled from a topographic map and have
 GR0604.an estimated accuracy of +/- 6 seconds.
 GR0604
 GR0604.The orthometric height was determined by differential leveling
 GR0604.and adjusted by the  in 1992.
 GR0604.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0604.rate greater than 8.0 mm/km.
 GR0604
 GR0604.The geoid height was determined by GEOID03.
 GR0604
 GR0604.The dynamic height is computed by dividing the NAVD 88
 GR0604.geopotential number by the normal gravity value computed on the
 GR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0604.degrees latitude (g = 980.6199 gals.).
 GR0604
 GR0604.The modeled gravity was interpolated from observed gravity values.
 GR0604
 GR0604;                    North         East    Units  Estimated Accuracy
 GR0604;SPC AZ W     -   555,000.      125,680.      MT  (+/- 180 meters Scaled)
 GR0604
 GR0604                          SUPERSEDED SURVEY CONTROL
 GR0604
 GR0604  NGVD 29 (??/??/92)  396.29   (m)         1300.2    (f) COMPUTED    1 1
 GR0604
 GR0604.Superseded values are not recommended for survey control.
 GR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0604.See file dsdata.txt to determine how the superseded data were derived.
 GR0604
 GR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV052863(NAD 83)
 GR0604_MARKER: DB = BENCH MARK DISK
 GR0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0604_SP_SET: CULVERT
 GR0604_STAMPING: C 256 1940
 GR0604_MARK LOGO: CGS   
 GR0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0604
 GR0604  HISTORY     - Date     Condition        Report By
 GR0604  HISTORY     - 1940     MONUMENTED       CGS
 GR0604  HISTORY     - 1963     GOOD             NGS
 GR0604  HISTORY     - 1979     GOOD             USGS
 GR0604  HISTORY     - 1981     GOOD             NGS
 GR0604
 GR0604                          STATION DESCRIPTION
 GR0604
 GR0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0604'1.9 MI SE FROM HOOVER DAM.
 GR0604'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE SOUTHEAST (ARIZONA)
 GR0604'END OF HOOVER DAM, 65 1/2 FEET WEST OF MILEPOST 2, IN THE TOP OF THE
 GR0604'WEST END OF THE SOUTH HEAD WALL OF A 10- BY 10-FOOT CONCRETE BOX
 GR0604'CULVERT, 23.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 GR0604'10 FEET LOWER THAN THE HIGHWAY.
 GR0604
 GR0604                          STATION RECOVERY (1979)
 GR0604
 GR0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0604'1.9 MILES SE ALONG U S HIGHWAY 93 FROM THE SE (ARIZONA) END OF HOOVER
 GR0604'DAM. 24 FEET SOUTH OF THE CENTERLINE OF ABANDONED HIGHWAY. A STANDARD
 GR0604'USC AND GS TABLET STAMPED C 256 1940 AND SET IN THE TOP OF THE WEST
 GR0604'END OF THE SOUTH HEADWALL OF A 10 X 10 FOOT CONCRETE BOX CULVERT,
 GR0604'ABOUT 10 FEET LOWER THAN OLD ROAD.
 GR0604
 GR0604                          STATION RECOVERY (1981)
 GR0604
 GR0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0260 ***********************************************************************
 FR0260  DESIGNATION -  C 257
 FR0260  PID         -  FR0260
 FR0260  STATE/COUNTY-  AZ/YAVAPAI
 FR0260  USGS QUAD   -  PURCELL CANYON (1973)
 FR0260
 FR0260                         *CURRENT SURVEY CONTROL
 FR0260  ___________________________________________________________________
 FR0260* NAD 83(1986)-  35 11 30.     (N)    112 53 30.     (W)     SCALED    
 FR0260* NAVD 88     -      1507.20   (+/-2cm)    4944.9    (feet)  VERTCON   
 FR0260  ___________________________________________________________________
 FR0260  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0260
 FR0260.The horizontal coordinates were scaled from a topographic map and have
 FR0260.an estimated accuracy of +/- 6 seconds.
 FR0260
 FR0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0260.The vertical order pertains to the NGVD 29 superseded value.
 FR0260
 FR0260.The geoid height was determined by GEOID03.
 FR0260
 FR0260;                    North         East    Units  Estimated Accuracy
 FR0260;SPC AZ C     -   465,270.      124,570.      MT  (+/- 180 meters Scaled)
 FR0260
 FR0260                          SUPERSEDED SURVEY CONTROL
 FR0260
 FR0260  NGVD 29 (??/??/92) 1506.320  (m)         4941.98   (f) ADJ UNCH    2 0
 FR0260
 FR0260.Superseded values are not recommended for survey control.
 FR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0260.See file dsdata.txt to determine how the superseded data were derived.
 FR0260
 FR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD277959(NAD 83)
 FR0260_MARKER: DB = BENCH MARK DISK
 FR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0260_STAMPING: C 257 1941
 FR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0260+STABILITY: SURFACE MOTION
 FR0260
 FR0260  HISTORY     - Date     Condition        Report By
 FR0260  HISTORY     - 1941     MONUMENTED       CGS
 FR0260
 FR0260                          STATION DESCRIPTION
 FR0260
 FR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0260'0.9 MI E FROM SELIGMAN.
 FR0260'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0260'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 9.7
 FR0260'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.1 MILE
 FR0260'SOUTH OF THE CROSSING OF A WASH, AT THE INTERSECTION OF A ROAD LEADING
 FR0260'SOUTHEAST TO THE OO RANCH, ABOUT 65 FEET SOUTH OF THE CENTER OF THE
 FR0260'INTERSECTION, AND 3 FEET NORTHWEST OF A WOODEN WITNESS POST. A
 FR0260'STANDARD DISK, STAMPED C 257 1941 AND SET IN THE TOP OF A CONCRETE
 FR0260'POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0504 ***********************************************************************
 DA0504  DESIGNATION -  C 258
 DA0504  PID         -  DA0504
 DA0504  STATE/COUNTY-  AZ/MARICOPA
 DA0504  USGS QUAD   -  GILA BEND (1973)
 DA0504
 DA0504                         *CURRENT SURVEY CONTROL
 DA0504  ___________________________________________________________________
 DA0504* NAD 83(1986)-  32 53 01.     (N)    112 43 22.     (W)     SCALED    
 DA0504* NAVD 88     -       260.94   (+/-2cm)     856.1    (feet)  VERTCON   
 DA0504  ___________________________________________________________________
 DA0504  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0504  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0504
 DA0504.The horizontal coordinates were scaled from a topographic map and have
 DA0504.an estimated accuracy of +/- 6 seconds.
 DA0504
 DA0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0504.The vertical order pertains to the NGVD 29 superseded value.
 DA0504
 DA0504.The geoid height was determined by GEOID03.
 DA0504
 DA0504;                    North         East    Units  Estimated Accuracy
 DA0504;SPC AZ C     -   209,130.      137,930.      MT  (+/- 180 meters Scaled)
 DA0504
 DA0504                          SUPERSEDED SURVEY CONTROL
 DA0504
 DA0504  NGVD 29 (??/??/92)  260.339  (m)          854.13   (f) ADJ UNCH    1 2
 DA0504
 DA0504.Superseded values are not recommended for survey control.
 DA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0504.See file dsdata.txt to determine how the superseded data were derived.
 DA0504
 DA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB388397(NAD 83)
 DA0504_MARKER: DB = BENCH MARK DISK
 DA0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0504_STAMPING: C 258 1945
 DA0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0504+STABILITY: SURFACE MOTION
 DA0504
 DA0504  HISTORY     - Date     Condition        Report By
 DA0504  HISTORY     - 1945     MONUMENTED       CGS
 DA0504  HISTORY     - 1953     GOOD             NGS
 DA0504  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0504  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0504
 DA0504                          STATION DESCRIPTION
 DA0504
 DA0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0504'5.4 MI S FROM GILA BEND.
 DA0504'3.5 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0504'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.9 MILES SOUTHEAST
 DA0504'ALONG A PAVED ROAD, AT GILA BEND AIR FORCE BASE, 387 FEET SOUTHEAST OF
 DA0504'THE EAST STEEL LEG OF THE CONTROL TOWER, 247 FEET SOUTHEAST OF THE
 DA0504'EAST CORNER OF THE CIVIL AERONAUTICS ADMINISTRATION COMMUNICATION
 DA0504'STATION, 203.6 FEET NORTH OF THE NORTHWEST STEEL LEG OF THE BEACON
 DA0504'TOWER, 156.3 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE AROUND A
 DA0504'POWER SUB-STATION, 87.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DA0504'CONCRETE APRON, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0504'RUNWAY, FLUSH WITH THE PAVEMENT, AND SET IN THE TOP OF A CONCRETE
 DA0504'POST.
 DA0504
 DA0504                          STATION RECOVERY (1973)
 DA0504
 DA0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0504'MARK NOT FOUND.
 DA0504
 DA0504                          STATION RECOVERY (2007)
 DA0504
 DA0504'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0413 ***********************************************************************
 ET0413  DESIGNATION -  C 26
 ET0413  PID         -  ET0413
 ET0413  STATE/COUNTY-  AZ/YAVAPAI
 ET0413  USGS QUAD   -  DATE (1969)
 ET0413
 ET0413                         *CURRENT SURVEY CONTROL
 ET0413  ___________________________________________________________________
 ET0413* NAD 83(1986)-  34 17 19.     (N)    112 54 20.     (W)     SCALED    
 ET0413* NAVD 88     -      1018.485  (meters)    3341.48   (feet)  POSTED    
 ET0413  ___________________________________________________________________
 ET0413  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 ET0413  DYNAMIC HT  -        1017.190 (meters)    3337.23  (feet)  COMP
 ET0413  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 ET0413
 ET0413  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0413
 ET0413.The horizontal coordinates were scaled from a topographic map and have
 ET0413.an estimated accuracy of +/- 6 seconds.
 ET0413
 ET0413.The orthometric height was determined by differential leveling
 ET0413.and adjusted in November 2005.
 ET0413.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0413.rate of 1.1 thru 2.0 mm/km.
 ET0413
 ET0413.The geoid height was determined by GEOID03.
 ET0413
 ET0413.The dynamic height is computed by dividing the NAVD 88
 ET0413.geopotential number by the normal gravity value computed on the
 ET0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0413.degrees latitude (g = 980.6199 gals.).
 ET0413
 ET0413.The modeled gravity was interpolated from observed gravity values.
 ET0413
 ET0413;                    North         East    Units  Estimated Accuracy
 ET0413;SPC AZ C     -   365,110.      122,320.      MT  (+/- 180 meters Scaled)
 ET0413
 ET0413                          SUPERSEDED SURVEY CONTROL
 ET0413
 ET0413  NGVD 29 (??/??/92) 1017.771  (m)         3339.14   (f) ADJ UNCH    2 0
 ET0413
 ET0413.Superseded values are not recommended for survey control.
 ET0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0413.See file dsdata.txt to determine how the superseded data were derived.
 ET0413
 ET0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC246958(NAD 83)
 ET0413_MARKER: DB = BENCH MARK DISK
 ET0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0413_SP_SET: CULVERT
 ET0413_STAMPING: C 26 1933
 ET0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0413+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0413
 ET0413  HISTORY     - Date     Condition        Report By
 ET0413  HISTORY     - 1933     MONUMENTED       CGS
 ET0413  HISTORY     - 20080526 GOOD             GEOCAC
 ET0413
 ET0413                          STATION DESCRIPTION
 ET0413
 ET0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0413'2.1 MI S FROM DATE.
 ET0413'ON A.T. AND S.F. RIGHT OF WAY, 1.6 MILES SOUTH OF PUMP HOUSE AT DATE,
 ET0413'0.16 MILES NORTH OF MILEPOST 112, ON TOP OF EASTERLY CONCRETE HEADWALL
 ET0413'OF RAILROAD CULVERT NO. D-112.
 ET0413
 ET0413                          STATION RECOVERY (2008)
 ET0413
 ET0413'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0413'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0413'17.324' W112 54.343'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0173 ***********************************************************************
 CG0173  DESIGNATION -  C 260
 CG0173  PID         -  CG0173
 CG0173  STATE/COUNTY-  AZ/COCHISE
 CG0173  USGS QUAD   -  HEREFORD (1983)
 CG0173
 CG0173                         *CURRENT SURVEY CONTROL
 CG0173  ___________________________________________________________________
 CG0173* NAD 83(1986)-  31 27 40.     (N)    110 06 09.     (W)     SCALED    
 CG0173* NAVD 88     -      1263.67   (+/-2cm)    4145.9    (feet)  VERTCON   
 CG0173  ___________________________________________________________________
 CG0173  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0173
 CG0173.The horizontal coordinates were scaled from a topographic map and have
 CG0173.an estimated accuracy of +/- 6 seconds.
 CG0173
 CG0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0173.The vertical order pertains to the NGVD 29 superseded value.
 CG0173
 CG0173.The geoid height was determined by GEOID03.
 CG0173
 CG0173;                    North         East    Units  Estimated Accuracy
 CG0173;SPC AZ E     -    51,120.      219,460.      MT  (+/- 180 meters Scaled)
 CG0173
 CG0173                          SUPERSEDED SURVEY CONTROL
 CG0173
 CG0173  NGVD 29 (??/??/92) 1262.817  (m)         4143.09   (f) ADJ UNCH    2 0
 CG0173
 CG0173.Superseded values are not recommended for survey control.
 CG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0173.See file dsdata.txt to determine how the superseded data were derived.
 CG0173
 CG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV852810(NAD 83)
 CG0173_MARKER: DB = BENCH MARK DISK
 CG0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0173_SP_SET: FOUNDATION
 CG0173_STAMPING: C 260 1945
 CG0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0173
 CG0173  HISTORY     - Date     Condition        Report By
 CG0173  HISTORY     - 1945     MONUMENTED       CGS
 CG0173
 CG0173                          STATION DESCRIPTION
 CG0173
 CG0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0173'1.6 MI N FROM HEREFORD.
 CG0173'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0173'STATION AT HEREFORD, COCHISE COUNTY, 0.4 MILE SOUTH OF MILEPOST 1067,
 CG0173'0.35 MILE SOUTH OF BRIDGE 1067.02, AT BLOCK SIGNAL 1067.4, IN THE TOP
 CG0173'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, 6.3 FEET WEST OF
 CG0173'THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 CG0173'STAMPED C 260 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0180 ***********************************************************************
 CG0180  DESIGNATION -  C 261
 CG0180  PID         -  CG0180
 CG0180  STATE/COUNTY-  AZ/COCHISE
 CG0180  USGS QUAD   -  NICKSVILLE (1983)
 CG0180
 CG0180                         *CURRENT SURVEY CONTROL
 CG0180  ___________________________________________________________________
 CG0180* NAD 83(1986)-  31 24 58.     (N)    110 07 45.     (W)     SCALED    
 CG0180* NAVD 88     -      1304.20   (+/-2cm)    4278.9    (feet)  VERTCON   
 CG0180  ___________________________________________________________________
 CG0180  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0180
 CG0180.The horizontal coordinates were scaled from a topographic map and have
 CG0180.an estimated accuracy of +/- 6 seconds.
 CG0180
 CG0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0180.The vertical order pertains to the NGVD 29 superseded value.
 CG0180
 CG0180.The geoid height was determined by GEOID03.
 CG0180
 CG0180;                    North         East    Units  Estimated Accuracy
 CG0180;SPC AZ E     -    46,130.      216,930.      MT  (+/- 180 meters Scaled)
 CG0180
 CG0180                          SUPERSEDED SURVEY CONTROL
 CG0180
 CG0180  NGVD 29 (??/??/92) 1303.335  (m)         4276.02   (f) ADJ UNCH    2 0
 CG0180
 CG0180.Superseded values are not recommended for survey control.
 CG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0180.See file dsdata.txt to determine how the superseded data were derived.
 CG0180
 CG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV827760(NAD 83)
 CG0180_MARKER: DB = BENCH MARK DISK
 CG0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0180_STAMPING: C 261 1945
 CG0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0180+STABILITY: SURFACE MOTION
 CG0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0180+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 CG0180
 CG0180  HISTORY     - Date     Condition        Report By
 CG0180  HISTORY     - 1945     MONUMENTED       CGS
 CG0180  HISTORY     - 20010419 GOOD             NGS
 CG0180  HISTORY     - 20050512 GOOD             NGS
 CG0180
 CG0180                          STATION DESCRIPTION
 CG0180
 CG0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0180'IN HEREFORD AAF.
 CG0180'AT HEREFORD ARMY AIR FIELD, COCHISE COUNTY, AT THE WEST SIDE OF THE
 CG0180'CONTROL TOWER, 8.3 FEET SOUTH OF THE NORTHWEST LEG, 10.2 FEET NORTH OF
 CG0180'THE SOUTHWEST LEG, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 CG0180'A STANDARD DISK, STAMPED C 261 1945 AND SET IN THE TOP OF A CONCRETE
 CG0180'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 CG0180
 CG0180                          STATION RECOVERY (2001)
 CG0180
 CG0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0180'AIR FIELD IS NOW THE, MOSTLY ABANDONED, HEREFORD AIRPORT.  TOWER IS
 CG0180'GONE, BUT CONCRETE PADS FOR LEGS REMAIN.  STATION IS ABOUT 12 FEET WNW
 CG0180'OF 4 FOOT BY 4 FOOT CONCRETE PAD (FORMER STAIRWELL BASE) AND ABOUT 50
 CG0180'YARDS EAST OF SE CORNER OF APRON AND AMID SCATTERED TALL BUSHES AND
 CG0180'UNDER EDGE OF ONE BUSH.
 CG0180
 CG0180                          STATION RECOVERY (2005)
 CG0180
 CG0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG0180'MARK IS 0.5 M SOUTH OF (NO LONGER WHITE) CEDAR POST AND 0.5 M WEST OF
 CG0180'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0578 ***********************************************************************
 CY0578  DESIGNATION -  C 262
 CY0578  PID         -  CY0578
 CY0578  STATE/COUNTY-  AZ/GRAHAM
 CY0578  USGS QUAD   -  SAFFORD (1985)
 CY0578
 CY0578                         *CURRENT SURVEY CONTROL
 CY0578  ___________________________________________________________________
 CY0578* NAD 83(1986)-  32 49 50.     (N)    109 37 56.     (W)     SCALED    
 CY0578* NAVD 88     -       902.180  (meters)    2959.90   (feet)  ADJUSTED  
 CY0578  ___________________________________________________________________
 CY0578  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0578  DYNAMIC HT  -         900.924 (meters)    2955.78  (feet)  COMP
 CY0578  MODELED GRAV-     979,216.9   (mgal)                       NAVD 88
 CY0578
 CY0578  VERT ORDER  -  SECOND    CLASS 0
 CY0578
 CY0578.The horizontal coordinates were scaled from a topographic map and have
 CY0578.an estimated accuracy of +/- 6 seconds.
 CY0578
 CY0578.The orthometric height was determined by differential leveling
 CY0578.and adjusted in June 1991.
 CY0578
 CY0578.The geoid height was determined by GEOID03.
 CY0578
 CY0578.The dynamic height is computed by dividing the NAVD 88
 CY0578.geopotential number by the normal gravity value computed on the
 CY0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0578.degrees latitude (g = 980.6199 gals.).
 CY0578
 CY0578.The modeled gravity was interpolated from observed gravity values.
 CY0578
 CY0578;                    North         East    Units  Estimated Accuracy
 CY0578;SPC AZ E     -   203,090.      263,400.      MT  (+/- 180 meters Scaled)
 CY0578
 CY0578                          SUPERSEDED SURVEY CONTROL
 CY0578
 CY0578  NGVD 29 (??/??/92)  901.600  (m)         2958.00   (f) ADJ UNCH    2 0
 CY0578
 CY0578.Superseded values are not recommended for survey control.
 CY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0578.See file dsdata.txt to determine how the superseded data were derived.
 CY0578
 CY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB280333(NAD 83)
 CY0578_MARKER: DB = BENCH MARK DISK
 CY0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0578_STAMPING: C 262 1945
 CY0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0578+STABILITY: SURFACE MOTION
 CY0578
 CY0578  HISTORY     - Date     Condition        Report By
 CY0578  HISTORY     - 1945     MONUMENTED       CGS
 CY0578  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0578
 CY0578                          STATION DESCRIPTION
 CY0578
 CY0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0578'1.1 MI N FROM SOLOMON.
 CY0578'1.1 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SOLOMON,
 CY0578'ABOUT 0.2 MILE NORTH OF THE GILA RIVER, 0.3 MILE SOUTH OF A WHITE
 CY0578'RANCH HOUSE, AT A Y ROAD, 22 FEET EAST OF CENTER-LINE OF THE MAIN
 CY0578'ROAD, 2.2 FEET WEST OF THE FENCE, 1.4 FEET NORTH OF REFERENCE POST.
 CY0578'BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 CY0578'FIELD AND PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 CY0578
 CY0578                          STATION RECOVERY (1958)
 CY0578
 CY0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1074 ***********************************************************************
 DV1074  DESIGNATION -  C 263
 DV1074  PID         -  DV1074
 DV1074  STATE/COUNTY-  AZ/MARICOPA
 DV1074  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1074
 DV1074                         *CURRENT SURVEY CONTROL
 DV1074  ___________________________________________________________________
 DV1074* NAD 83(1986)-  33 29 38.     (N)    113 02 23.     (W)     SCALED    
 DV1074* NAVD 88     -       374.784  (meters)    1229.60   (feet)  ADJUSTED  
 DV1074  ___________________________________________________________________
 DV1074  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1074  DYNAMIC HT  -         374.354 (meters)    1228.19  (feet)  COMP
 DV1074  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 DV1074
 DV1074  VERT ORDER  -  FIRST     CLASS II
 DV1074
 DV1074.The horizontal coordinates were scaled from a topographic map and have
 DV1074.an estimated accuracy of +/- 6 seconds.
 DV1074
 DV1074.The orthometric height was determined by differential leveling
 DV1074.and adjusted in June 1991.
 DV1074
 DV1074.The geoid height was determined by GEOID03.
 DV1074
 DV1074.The dynamic height is computed by dividing the NAVD 88
 DV1074.geopotential number by the normal gravity value computed on the
 DV1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1074.degrees latitude (g = 980.6199 gals.).
 DV1074
 DV1074.The modeled gravity was interpolated from observed gravity values.
 DV1074
 DV1074;                    North         East    Units  Estimated Accuracy
 DV1074;SPC AZ C     -   277,090.      109,000.      MT  (+/- 180 meters Scaled)
 DV1074
 DV1074                          SUPERSEDED SURVEY CONTROL
 DV1074
 DV1074  NGVD 29 (??/??/92)  374.131  (m)         1227.46   (f) ADJ UNCH    1 2
 DV1074
 DV1074.Superseded values are not recommended for survey control.
 DV1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1074.See file dsdata.txt to determine how the superseded data were derived.
 DV1074
 DV1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC105079(NAD 83)
 DV1074_MARKER: DB = BENCH MARK DISK
 DV1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1074_STAMPING: C 263 1947
 DV1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1074+STABILITY: SURFACE MOTION
 DV1074
 DV1074  HISTORY     - Date     Condition        Report By
 DV1074  HISTORY     - 1947     MONUMENTED       CGS
 DV1074  HISTORY     - 1967     GOOD             NGS
 DV1074  HISTORY     - 1981     GOOD             NGS
 DV1074
 DV1074                          STATION DESCRIPTION
 DV1074
 DV1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1074'5.75 MI W FROM TONOPAH.
 DV1074'ABOUT 5.75 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1074'TONOPAH, IN SECTION 24, T 2 N, R 8 W, 0.15 MILE EAST OF A JUNCTION OF
 DV1074'THE ROAD AND A TRAIL ROAD LEADING NORTH, 37 FEET NORTH OF THE CENTER
 DV1074'LINE OF THE ROAD, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2
 DV1074'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV1074'POST PROJECTING 1 INCH.
 DV1074
 DV1074                          STATION RECOVERY (1981)
 DV1074
 DV1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0725 ***********************************************************************
 DV0725  DESIGNATION -  C 264
 DV0725  PID         -  DV0725
 DV0725  STATE/COUNTY-  AZ/MARICOPA
 DV0725  USGS QUAD   -  BUCKEYE NW (1982)
 DV0725
 DV0725                         *CURRENT SURVEY CONTROL
 DV0725  ___________________________________________________________________
 DV0725* NAD 83(1986)-  33 26 44.     (N)    112 40 39.     (W)     SCALED    
 DV0725* NAVD 88     -       331.03   (+/-2cm)    1086.1    (feet)  VERTCON   
 DV0725  ___________________________________________________________________
 DV0725  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0725  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0725
 DV0725.The horizontal coordinates were scaled from a topographic map and have
 DV0725.an estimated accuracy of +/- 6 seconds.
 DV0725
 DV0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0725.The vertical order pertains to the NGVD 29 superseded value.
 DV0725
 DV0725.The geoid height was determined by GEOID03.
 DV0725
 DV0725;                    North         East    Units  Estimated Accuracy
 DV0725;SPC AZ C     -   271,420.      142,620.      MT  (+/- 180 meters Scaled)
 DV0725
 DV0725                          SUPERSEDED SURVEY CONTROL
 DV0725
 DV0725  NGVD 29 (??/??/92)  330.383  (m)         1083.93   (f) ADJ UNCH    1 2
 DV0725
 DV0725.Superseded values are not recommended for survey control.
 DV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0725.See file dsdata.txt to determine how the superseded data were derived.
 DV0725
 DV0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440019(NAD 83)
 DV0725_MARKER: DB = BENCH MARK DISK
 DV0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0725_STAMPING: C 264 1947
 DV0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0725+STABILITY: SURFACE MOTION
 DV0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0725+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2007
 DV0725
 DV0725  HISTORY     - Date     Condition        Report By
 DV0725  HISTORY     - 1947     MONUMENTED       CGS
 DV0725  HISTORY     - 1962     GOOD             NGS
 DV0725  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0725  HISTORY     - 20071004 GOOD             GEOCAC
 DV0725
 DV0725                          STATION DESCRIPTION
 DV0725
 DV0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0725'11.4 MI NW FROM BUCKEYE.
 DV0725'MAY ALSO BE REACHED FROM THE VALLEY NATIONAL BANK AT BUCKEYE BY GOING
 DV0725'0.2 MILE WEST ALONG U.S. HIGHWAY 80, THENCE 4.5 MILES NORTH ALONG
 DV0725'MILLER ROAD, THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 1.2
 DV0725'MILE SOUTH ALONG A GRAVEL ROAD LEADING TO LUKE NO. 5 AIRPORT, 40.2
 DV0725'FEET WEST OF THE CENTER OF THE ROAD, 4.0 FEET NORTHEAST OF A WHITE
 DV0725'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DV0725'CONCRETE POST PROJECTING 4 INCHES.
 DV0725
 DV0725                          STATION RECOVERY (1981)
 DV0725
 DV0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0725'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
 DV0725
 DV0725                          STATION RECOVERY (2007)
 DV0725
 DV0725'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0550 ***********************************************************************
 DV0550  DESIGNATION -  C 265
 DV0550  PID         -  DV0550
 DV0550  STATE/COUNTY-  AZ/MARICOPA
 DV0550  USGS QUAD   -  PERRYVILLE (1982)
 DV0550
 DV0550                         *CURRENT SURVEY CONTROL
 DV0550  ___________________________________________________________________
 DV0550* NAD 83(1986)-  33 28 45.     (N)    112 27 41.     (W)     SCALED    
 DV0550* NAVD 88     -       330.98   (+/-2cm)    1085.9    (feet)  VERTCON   
 DV0550  ___________________________________________________________________
 DV0550  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV0550  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0550
 DV0550.The horizontal coordinates were scaled from a topographic map and have
 DV0550.an estimated accuracy of +/- 6 seconds.
 DV0550
 DV0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0550.The vertical order pertains to the NGVD 29 superseded value.
 DV0550
 DV0550.The geoid height was determined by GEOID03.
 DV0550
 DV0550;                    North         East    Units  Estimated Accuracy
 DV0550;SPC AZ C     -   275,020.      162,740.      MT  (+/- 180 meters Scaled)
 DV0550
 DV0550                          SUPERSEDED SURVEY CONTROL
 DV0550
 DV0550  NGVD 29 (??/??/92)  330.414  (m)         1084.03   (f) ADJ UNCH    1 2
 DV0550
 DV0550.Superseded values are not recommended for survey control.
 DV0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0550.See file dsdata.txt to determine how the superseded data were derived.
 DV0550
 DV0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642053(NAD 83)
 DV0550_MARKER: DB = BENCH MARK DISK
 DV0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0550_STAMPING: C 265 1948
 DV0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0550+STABILITY: SURFACE MOTION
 DV0550
 DV0550  HISTORY     - Date     Condition        Report By
 DV0550  HISTORY     - 1948     MONUMENTED       CGS
 DV0550  HISTORY     - 1967     GOOD             NGS
 DV0550  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0550
 DV0550                          STATION DESCRIPTION
 DV0550
 DV0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0550'9.0 MI NW FROM GOODYEAR.
 DV0550'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0550'THENCE 3.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 28, T 2 N, R 2 W,
 DV0550'1.0 MILE NORTH OF THE INTERSECTION OF PERRYVILLE ROAD AND MCDOWELL
 DV0550'ROAD 31 FEET WEST OF THE CENTER LINE OF PERRYVILLE ROAD, 140 FEET
 DV0550'NORTHEAST OF THE NORTHEAST CORNER OF THE MORE EASTERLY OF 2 BRICK
 DV0550'HOUSES, 87 FEET NORTH OF THE CENTER LINE OF A DIRT DRIVEWAY, 75 FEET
 DV0550'WEST AND ACROSS PERRYVILLE ROAD FROM CONTROL BOX NUMBER 15.27, 82 FEET
 DV0550'WEST OF BENCH MARK AZIMUTH MARK, 8 1/2 FEET NORTH OF A POWER POLE
 DV0550'BRACED BY A GUY WIRE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1
 DV0550'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0550'POST WHICH PROJECTS 3 INCHES.
 DV0550
 DV0550                          STATION RECOVERY (1981)
 DV0550
 DV0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0550'BELIEVED DESTROYED BY ROAD SHOULDER GRADING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0089 ***********************************************************************
 DV0089  DESIGNATION -  C 266
 DV0089  PID         -  DV0089
 DV0089  STATE/COUNTY-  AZ/MARICOPA
 DV0089  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0089
 DV0089                         *CURRENT SURVEY CONTROL
 DV0089  ___________________________________________________________________
 DV0089* NAD 83(1986)-  33 41 48.     (N)    112 24 33.     (W)     SCALED    
 DV0089* NAVD 88     -       414.56   (+/-2cm)    1360.1    (feet)  VERTCON   
 DV0089  ___________________________________________________________________
 DV0089  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0089  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0089
 DV0089.The horizontal coordinates were scaled from a topographic map and have
 DV0089.an estimated accuracy of +/- 6 seconds.
 DV0089
 DV0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0089.The vertical order pertains to the NGVD 29 superseded value.
 DV0089
 DV0089.The geoid height was determined by GEOID03.
 DV0089
 DV0089;                    North         East    Units  Estimated Accuracy
 DV0089;SPC AZ C     -   299,120.      167,700.      MT  (+/- 180 meters Scaled)
 DV0089
 DV0089                          SUPERSEDED SURVEY CONTROL
 DV0089
 DV0089  NGVD 29 (??/??/92)  414.004  (m)         1358.28   (f) ADJ UNCH    1 2
 DV0089
 DV0089.Superseded values are not recommended for survey control.
 DV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0089.See file dsdata.txt to determine how the superseded data were derived.
 DV0089
 DV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC694294(NAD 83)
 DV0089_MARKER: DB = BENCH MARK DISK
 DV0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0089_STAMPING: C 266 1948
 DV0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0089+STABILITY: SURFACE MOTION
 DV0089
 DV0089  HISTORY     - Date     Condition        Report By
 DV0089  HISTORY     - 1948     MONUMENTED       CGS
 DV0089
 DV0089                          STATION DESCRIPTION
 DV0089
 DV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0089'2.8 MI NW FROM BEARDSLEY.
 DV0089'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0089'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.8 MILE NORTH ALONG A
 DV0089'GRAVEL ROAD, AT THE MAIN ENTRANCE TO LUKE FIELD NO. 2, 64.5 FEET WEST
 DV0089'OF THE CENTER LINE OF THE ROAD, 42.8 FEET NORTH OF THE SOUTHEAST
 DV0089'CORNER OF THE AIRPORT, 32.2 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 DV0089'ENTRANCE, 1.2 FEET EAST OF THE BOUNDARY FENCE, 2.2 FEET SOUTH OF A
 DV0089'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DV0089'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0206 ***********************************************************************
 DV0206  DESIGNATION -  C 267
 DV0206  PID         -  DV0206
 DV0206  STATE/COUNTY-  AZ/MARICOPA
 DV0206  USGS QUAD   -  GLENDALE (1982)
 DV0206
 DV0206                         *CURRENT SURVEY CONTROL
 DV0206  ___________________________________________________________________
 DV0206* NAD 83(1986)-  33 34 54.     (N)    112 09 05.     (W)     SCALED    
 DV0206* NAVD 88     -       374.52   (+/-2cm)    1228.7    (feet)  VERTCON   
 DV0206  ___________________________________________________________________
 DV0206  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0206  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0206
 DV0206.The horizontal coordinates were scaled from a topographic map and have
 DV0206.an estimated accuracy of +/- 6 seconds.
 DV0206
 DV0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0206.The vertical order pertains to the NGVD 29 superseded value.
 DV0206
 DV0206.The geoid height was determined by GEOID03.
 DV0206
 DV0206;                    North         East    Units  Estimated Accuracy
 DV0206;SPC AZ C     -   286,280.      191,570.      MT  (+/- 180 meters Scaled)
 DV0206
 DV0206                          SUPERSEDED SURVEY CONTROL
 DV0206
 DV0206  NGVD 29 (??/??/92)  373.972  (m)         1226.94   (f) ADJ UNCH    1 2
 DV0206
 DV0206.Superseded values are not recommended for survey control.
 DV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0206.See file dsdata.txt to determine how the superseded data were derived.
 DV0206
 DV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931163(NAD 83)
 DV0206_MARKER: DB = BENCH MARK DISK
 DV0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0206_SP_SET: CONCRETE HEADWALL
 DV0206_STAMPING: C 267 1948
 DV0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0206
 DV0206  HISTORY     - Date     Condition        Report By
 DV0206  HISTORY     - 1948     MONUMENTED       CGS
 DV0206  HISTORY     - 1959     GOOD             NGS
 DV0206  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV0206  HISTORY     - 20061228 MARK NOT FOUND   GEOCAC
 DV0206
 DV0206                          STATION DESCRIPTION
 DV0206
 DV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0206'4.8 MI NE FROM GLENDALE.
 DV0206'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0206'GLENDALE, THENCE 3.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD, AT
 DV0206'THE CROSSING OF THE ARIZONA CANAL, 21.3 FEET EAST OF THE CENTER LINE
 DV0206'OF THE OLD BLACK CANYON ROAD, 9.5 FEET NORTHEAST OF THE SOUTHEAST
 DV0206'CORNER OF THE BRIDGE OVER THE CANAL, SET ON TOP AND AT THE SOUTHEAST
 DV0206'CORNER OF A LARGE CONCRETE HEADWALL OF AN IRRIGATION GATE AND ABOUT
 DV0206'LEVEL WITH THE ROAD.
 DV0206
 DV0206                          STATION RECOVERY (1959)
 DV0206
 DV0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0206'RECOVERED IN GOOD CONDITION.
 DV0206
 DV0206                          STATION RECOVERY (2004)
 DV0206
 DV0206'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0206'NOT FOUND,
 DV0206
 DV0206                          STATION RECOVERY (2006)
 DV0206
 DV0206'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0206'THIS INTERSECTION HAS EXPANDED AND BEEN REWORKED OVER THE YEARS. THE
 DV0206'DESCRIBED LOCATION IS WELL WITHIN THE BOUNDARIES OF THE CURRENT STREET
 DV0206'INTERSECTION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0235 ***********************************************************************
 GQ0235  DESIGNATION -  C 268
 GQ0235  PID         -  GQ0235
 GQ0235  STATE/COUNTY-  AZ/MOHAVE
 GQ0235  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0235
 GQ0235                         *CURRENT SURVEY CONTROL
 GQ0235  ___________________________________________________________________
 GQ0235* NAD 83(1992)-  36 07 38.19568(N)    113 57 31.13608(W)     ADJUSTED  
 GQ0235* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GQ0235  ___________________________________________________________________
 GQ0235  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 GQ0235  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 GQ0235  HORZ ORDER  -  THIRD
 GQ0235
 GQ0235.The horizontal coordinates were established by classical geodetic methods
 GQ0235.and adjusted by the National Geodetic Survey in August 1993.
 GQ0235
 GQ0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0235
 GQ0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0235
 GQ0235.The geoid height was determined by GEOID03.
 GQ0235
 GQ0235;                    North         East     Units Scale Factor Converg.
 GQ0235;SPC AZ W     -   568,673.228   194,578.960   MT  0.99993768   -0 07 22.9
 GQ0235;SPC AZ W     - 1,865,725.81    638,382.41   iFT  0.99993768   -0 07 22.9
 GQ0235;UTM  12      - 4,002,120.707   233,736.773   MT  1.00047364   -1 44 43.4
 GQ0235;UTM  11      - 4,002,350.746   773,708.117   MT  1.00052319   +1 47 39.3
 GQ0235
 GQ0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0235!SPC AZ W     -   0.99994493  x   0.99993768  =   0.99988262
 GQ0235!UTM  12      -   0.99994493  x   1.00047364  =   1.00041855
 GQ0235!UTM  11      -   0.99994493  x   1.00052319  =   1.00046809
 GQ0235
 GQ0235:                Primary Azimuth Mark                     Grid Az
 GQ0235:SPC AZ W     -  A 109                                    028 59 37.2
 GQ0235:UTM  12      -  A 109                                    030 36 57.7
 GQ0235:UTM  11      -  A 109                                    027 04 35.0
 GQ0235
 GQ0235|---------------------------------------------------------------------|
 GQ0235| PID    Reference Object                     Distance      Geod. Az  |
 GQ0235|                                                           dddmmss.s |
 GQ0235| GQ0220 A 109                               APPROX. 0.9 KM 0285214.3 |
 GQ0235| GQ0222 A 111                               367.059 METERS 07357     |
 GQ0235|---------------------------------------------------------------------|
 GQ0235
 GQ0235                          SUPERSEDED SURVEY CONTROL
 GQ0235
 GQ0235  NAD 83(1986)-  36 07 38.18680(N)    113 57 31.13453(W) AD(       ) 3
 GQ0235  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG    3  
 GQ0235
 GQ0235.Superseded values are not recommended for survey control.
 GQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0235.See file dsdata.txt to determine how the superseded data were derived.
 GQ0235
 GQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3373702121(NAD 83)
 GQ0235_MARKER: H = DRILL HOLE
 GQ0235_SETTING: 80 = SET IN A BOULDER
 GQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0235+STABILITY: SURFACE MOTION
 GQ0235
 GQ0235  HISTORY     - Date     Condition        Report By
 GQ0235  HISTORY     - 1948     MONUMENTED       USGS
 GQ0235
 GQ0235                          STATION DESCRIPTION
 GQ0235
 GQ0235'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0235'LOCATED ABOUT 2.5 MI E. OF PIERCE FERRY LANDING.  ON SOUTH SIDE OF
 GQ0235'LAKE, ON TOP OF SMALL ISLAND, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GQ0235'
 GQ0235'TO REACH NOT GIVEN.
 GQ0235'
 GQ0235'STATION MARK--ONE QUARTER INCH HOLE, ONE QUARTER INCH DEEP IN
 GQ0235'BOULDER IN PLACE.
 GQ0235'
 GQ0235'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0463 ***********************************************************************
 ET0463  DESIGNATION -  C 27
 ET0463  PID         -  ET0463
 ET0463  STATE/COUNTY-  AZ/YAVAPAI
 ET0463  USGS QUAD   -  IRON SPRINGS (1979)
 ET0463
 ET0463                         *CURRENT SURVEY CONTROL
 ET0463  ___________________________________________________________________
 ET0463* NAD 83(1986)-  34 35 02.     (N)    112 33 36.     (W)     SCALED    
 ET0463* NAVD 88     -      1842.105  (meters)    6043.64   (feet)  POSTED    
 ET0463  ___________________________________________________________________
 ET0463  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0463  DYNAMIC HT  -        1839.570 (meters)    6035.32  (feet)  COMP
 ET0463  MODELED GRAV-     979,190.1   (mgal)                       NAVD 88
 ET0463
 ET0463  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0463
 ET0463.The horizontal coordinates were scaled from a topographic map and have
 ET0463.an estimated accuracy of +/- 6 seconds.
 ET0463
 ET0463.The orthometric height was determined by differential leveling
 ET0463.and adjusted in November 2005.
 ET0463.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0463.rate of 1.1 thru 2.0 mm/km.
 ET0463
 ET0463.The geoid height was determined by GEOID03.
 ET0463
 ET0463.The dynamic height is computed by dividing the NAVD 88
 ET0463.geopotential number by the normal gravity value computed on the
 ET0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0463.degrees latitude (g = 980.6199 gals.).
 ET0463
 ET0463.The modeled gravity was interpolated from observed gravity values.
 ET0463
 ET0463;                    North         East    Units  Estimated Accuracy
 ET0463;SPC AZ C     -   397,610.      154,340.      MT  (+/- 180 meters Scaled)
 ET0463
 ET0463                          SUPERSEDED SURVEY CONTROL
 ET0463
 ET0463  NGVD 29 (??/??/92) 1841.226  (m)         6040.76   (f) ADJ UNCH    1 2
 ET0463
 ET0463.Superseded values are not recommended for survey control.
 ET0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0463.See file dsdata.txt to determine how the superseded data were derived.
 ET0463
 ET0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD569280(NAD 83)
 ET0463_MARKER: DB = BENCH MARK DISK
 ET0463_SETTING: 66 = SET IN ROCK OUTCROP
 ET0463_SP_SET: GRANITE OUTCROP
 ET0463_STAMPING: C 27 1933
 ET0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0463+STABILITY: POSITION/ELEVATION WELL
 ET0463
 ET0463  HISTORY     - Date     Condition        Report By
 ET0463  HISTORY     - 1933     MONUMENTED       CGS
 ET0463  HISTORY     - 1974     GOOD             USGS
 ET0463  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0463  HISTORY     - 20031111 MARK NOT FOUND   NGS
 ET0463
 ET0463                          STATION DESCRIPTION
 ET0463
 ET0463'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0463'2.0 MI E FROM IRON SPRINGS.
 ET0463'2.0 MILES EAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0463'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, IN THE TOP OF A
 ET0463'GRANITE OUTCROPPING, 33 FEET NORTH OF RR GRADE OPPOSITE, AND 1.2 FEET
 ET0463'HIGHER THAN RR GRADE.  NOTE-- THERE ARE NO SIGNS, BUILDINGS, ETC. AT
 ET0463'THE FORMER SITE OF ALTO SIDING.
 ET0463
 ET0463                          STATION RECOVERY (1997)
 ET0463
 ET0463'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0463'MARK NOT FOUND.
 ET0463
 ET0463                          STATION RECOVERY (2003)
 ET0463
 ET0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0463'OLD RR GRADE IS NOW SKYLINE DRIVE TO HIGHLAND PINES.  MARK NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0432 ***********************************************************************
 DU0432  DESIGNATION -  C 270
 DU0432  PID         -  DU0432
 DU0432  STATE/COUNTY-  AZ/MARICOPA
 DU0432  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0432
 DU0432                         *CURRENT SURVEY CONTROL
 DU0432  ___________________________________________________________________
 DU0432* NAD 83(1986)-  33 31 38.     (N)    111 23 22.     (W)     SCALED    
 DU0432* NAVD 88     -       534.528  (meters)    1753.70   (feet)  ADJUSTED  
 DU0432  ___________________________________________________________________
 DU0432  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DU0432  DYNAMIC HT  -         533.857 (meters)    1751.50  (feet)  COMP
 DU0432  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 DU0432
 DU0432  VERT ORDER  -  FIRST     CLASS II
 DU0432
 DU0432.The horizontal coordinates were scaled from a topographic map and have
 DU0432.an estimated accuracy of +/- 6 seconds.
 DU0432
 DU0432.The orthometric height was determined by differential leveling
 DU0432.and adjusted in June 1991.
 DU0432
 DU0432.The geoid height was determined by GEOID03.
 DU0432
 DU0432.The dynamic height is computed by dividing the NAVD 88
 DU0432.geopotential number by the normal gravity value computed on the
 DU0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0432.degrees latitude (g = 980.6199 gals.).
 DU0432
 DU0432.The modeled gravity was interpolated from observed gravity values.
 DU0432
 DU0432;                    North         East    Units  Estimated Accuracy
 DU0432;SPC AZ C     -   280,340.      262,330.      MT  (+/- 180 meters Scaled)
 DU0432
 DU0432                          SUPERSEDED SURVEY CONTROL
 DU0432
 DU0432  NGVD 29 (??/??/92)  533.924  (m)         1751.72   (f) ADJ UNCH    1 2
 DU0432
 DU0432.Superseded values are not recommended for survey control.
 DU0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0432.See file dsdata.txt to determine how the superseded data were derived.
 DU0432
 DU0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC638098(NAD 83)
 DU0432_MARKER: DB = BENCH MARK DISK
 DU0432_SETTING: 66 = SET IN ROCK OUTCROP
 DU0432_SP_SET: ROCK OUTCROP
 DU0432_STAMPING: C 270 1948
 DU0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0432+STABILITY: POSITION/ELEVATION WELL
 DU0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0432+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0432
 DU0432  HISTORY     - Date     Condition        Report By
 DU0432  HISTORY     - 1948     MONUMENTED       CGS
 DU0432  HISTORY     - 1980     GOOD             NGS
 DU0432  HISTORY     - 20070512 GOOD             GEOCAC
 DU0432  HISTORY     - 20081008 GOOD             GEOCAC
 DU0432
 DU0432                          STATION DESCRIPTION
 DU0432
 DU0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0432'IN TORTILLA FLAT.
 DU0432'AT TORTILLA FLAT, ON THE NORTH BANK OF TORTILLA CREEK, ABOUT 345 FEET
 DU0432'NORTH OF THE NORTH SIDE OF THE POST OFFICE BUILDING, 105 FEET WEST OF
 DU0432'THE WEST EDGE OF A CONCRETE APRON OVER TORTILLA CREEK, 118 FEET WEST
 DU0432'OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND ABOUT IN THE CENTER
 DU0432'OF A LARGE ROCK OUTCROP WHICH IS ABOUT 35 FEET LONG AND PROJECTS ABOUT
 DU0432'20 FEET ABOVE THE CREEK.
 DU0432
 DU0432                          STATION RECOVERY (1980)
 DU0432
 DU0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0432'RECOVERED IN GOOD CONDITION.
 DU0432
 DU0432                          STATION RECOVERY (2007)
 DU0432
 DU0432'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0432'RECOVERED IN GOOD CONDITION.
 DU0432
 DU0432                          STATION RECOVERY (2008)
 DU0432
 DU0432'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0432'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0432'33 31.630' W 111
 DU0432'23.381'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0410 ***********************************************************************
 DV0410  DESIGNATION -  C 271
 DV0410  PID         -  DV0410
 DV0410  STATE/COUNTY-  AZ/MARICOPA
 DV0410  USGS QUAD   -  PHOENIX (1982)
 DV0410
 DV0410                         *CURRENT SURVEY CONTROL
 DV0410  ___________________________________________________________________
 DV0410* NAD 83(1986)-  33 22 39.     (N)    112 03 39.     (W)     SCALED    
 DV0410* NAVD 88     -       359.06   (+/-2cm)    1178.0    (feet)  VERTCON   
 DV0410  ___________________________________________________________________
 DV0410  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0410
 DV0410.The horizontal coordinates were scaled from a topographic map and have
 DV0410.an estimated accuracy of +/- 6 seconds.
 DV0410
 DV0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0410.The vertical order pertains to the NGVD 29 superseded value.
 DV0410
 DV0410.The geoid height was determined by GEOID03.
 DV0410
 DV0410;                    North         East    Units  Estimated Accuracy
 DV0410;SPC AZ C     -   263,620.      199,950.      MT  (+/- 180 meters Scaled)
 DV0410
 DV0410                          SUPERSEDED SURVEY CONTROL
 DV0410
 DV0410  NGVD 29 (??/??/92)  358.407  (m)         1175.87   (f) ADJ UNCH    2 0
 DV0410
 DV0410.Superseded values are not recommended for survey control.
 DV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0410.See file dsdata.txt to determine how the superseded data were derived.
 DV0410
 DV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB013936(NAD 83)
 DV0410_MARKER: DB = BENCH MARK DISK
 DV0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0410_SP_SET: CULVERT
 DV0410_STAMPING: C 271 1948
 DV0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0410
 DV0410  HISTORY     - Date     Condition        Report By
 DV0410  HISTORY     - 1948     MONUMENTED       CGS
 DV0410  HISTORY     - 1959     GOOD             DOD
 DV0410  HISTORY     - 20070718 MARK NOT FOUND   GEOCAC
 DV0410
 DV0410                          STATION DESCRIPTION
 DV0410
 DV0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0410'6.8 MI W FROM PETERSON.
 DV0410'6.8 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 19.4 FEET SOUTH OF
 DV0410'THE CENTER LINE OF BASELINE ROAD, 3.2 FEET NORTH OF A WIRE FENCE,
 DV0410'ABOUT LEVEL WITH THE ROAD, SET ON TOP OF THE SOUTH CONCRETE HEADWALL
 DV0410'OF A CULVERT UNDER THE ROAD AND IN THE MIDDLE OF THE HEADWALL. NOTE--
 DV0410'FENCE NO LONGER EXISTS.
 DV0410
 DV0410                          STATION RECOVERY (1959)
 DV0410
 DV0410'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DV0410'RECOVERED IN GOOD CONDITION.
 DV0410
 DV0410                          STATION RECOVERY (2007)
 DV0410
 DV0410'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0410'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0410'MARK.
 DV0410'THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
 DV0410'BASELINE ROAD HAS BEEN WIDENED, AND IS NOW ABOUT 60 FEET WIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0381 ***********************************************************************
 DV0381  DESIGNATION -  C 272
 DV0381  PID         -  DV0381
 DV0381  STATE/COUNTY-  AZ/MARICOPA
 DV0381  USGS QUAD   -  FOWLER (1982)
 DV0381
 DV0381                         *CURRENT SURVEY CONTROL
 DV0381  ___________________________________________________________________
 DV0381* NAD 83(1986)-  33 23 14.     (N)    112 08 50.     (W)     SCALED    
 DV0381* NAVD 88     -       313.33   (+/-2cm)    1028.0    (feet)  VERTCON   
 DV0381  ___________________________________________________________________
 DV0381  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0381
 DV0381.The horizontal coordinates were scaled from a topographic map and have
 DV0381.an estimated accuracy of +/- 6 seconds.
 DV0381
 DV0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0381.The vertical order pertains to the NGVD 29 superseded value.
 DV0381
 DV0381.The geoid height was determined by GEOID03.
 DV0381
 DV0381;                    North         East    Units  Estimated Accuracy
 DV0381;SPC AZ C     -   264,720.      191,910.      MT  (+/- 180 meters Scaled)
 DV0381
 DV0381                          SUPERSEDED SURVEY CONTROL
 DV0381
 DV0381  NGVD 29 (??/??/92)  312.690  (m)         1025.88   (f) ADJ UNCH    2 0
 DV0381
 DV0381.Superseded values are not recommended for survey control.
 DV0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0381.See file dsdata.txt to determine how the superseded data were derived.
 DV0381
 DV0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB932948(NAD 83)
 DV0381_MARKER: DB = BENCH MARK DISK
 DV0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0381_STAMPING: C 272 1948
 DV0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0381+STABILITY: SURFACE MOTION
 DV0381
 DV0381  HISTORY     - Date     Condition        Report By
 DV0381  HISTORY     - 1948     MONUMENTED       CGS
 DV0381  HISTORY     - 1959     GOOD             NGS
 DV0381  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0381  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0381
 DV0381                          STATION DESCRIPTION
 DV0381
 DV0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0381'9.4 MI N FROM KOMATKE.
 DV0381'8.1 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, THENCE 1.3 MILES EAST
 DV0381'ALONG A PAVED ROAD TO THE AIR ATOPIA AIRPORT, 2.2 FEET NORTH OF THE
 DV0381'HANGAR, 1.5 FEET ABOVE THE LEVEL OF THE STRIP AND 2.6 FEET EAST OF A
 DV0381'WHITE WOODEN WITNESS POST, SET AT THE NORTHEAST CORNER OF THE HANGAR
 DV0381'ON THE SOUTH SIDE OF THE FIELD, SET IN THE TOP OF A CONCRETE POST
 DV0381'PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 DV0381
 DV0381                          STATION RECOVERY (1959)
 DV0381
 DV0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0381'RECOVERED IN GOOD CONDITION.
 DV0381
 DV0381                          STATION RECOVERY (1994)
 DV0381
 DV0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0381'MARK NOT FOUND.
 DV0381
 DV0381                          STATION RECOVERY (2007)
 DV0381
 DV0381'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0381'THE DESCRIBED LOCATION IS NOW A PRIVATE HOUSING DEVELOPMENT. ASSUMED
 DV0381'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0850 ***********************************************************************
 DU0850  DESIGNATION -  C 273
 DU0850  PID         -  DU0850
 DU0850  STATE/COUNTY-  AZ/MARICOPA
 DU0850  USGS QUAD   -  TEMPE (1982)
 DU0850
 DU0850                         *CURRENT SURVEY CONTROL
 DU0850  ___________________________________________________________________
 DU0850* NAD 83(1986)-  33 22 41.     (N)    111 57 39.     (W)     SCALED    
 DU0850* NAVD 88     -       367.93   (+/-2cm)    1207.1    (feet)  VERTCON   
 DU0850  ___________________________________________________________________
 DU0850  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0850
 DU0850.The horizontal coordinates were scaled from a topographic map and have
 DU0850.an estimated accuracy of +/- 6 seconds.
 DU0850
 DU0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0850.The vertical order pertains to the NGVD 29 superseded value.
 DU0850
 DU0850.The geoid height was determined by GEOID03.
 DU0850
 DU0850;                    North         East    Units  Estimated Accuracy
 DU0850;SPC AZ C     -   263,680.      209,250.      MT  (+/- 180 meters Scaled)
 DU0850
 DU0850                          SUPERSEDED SURVEY CONTROL
 DU0850
 DU0850  NGVD 29 (??/??/92)  367.316  (m)         1205.10   (f) ADJ UNCH    2 0
 DU0850
 DU0850.Superseded values are not recommended for survey control.
 DU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0850.See file dsdata.txt to determine how the superseded data were derived.
 DU0850
 DU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106936(NAD 83)
 DU0850_MARKER: DB = BENCH MARK DISK
 DU0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0850_SP_SET: HEADGATE
 DU0850_STAMPING: C 273 1948
 DU0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0850
 DU0850  HISTORY     - Date     Condition        Report By
 DU0850  HISTORY     - 1948     MONUMENTED       CGS
 DU0850  HISTORY     - 1962     GOOD             NGS
 DU0850  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU0850
 DU0850                          STATION DESCRIPTION
 DU0850
 DU0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0850'0.9 MI W FROM PETERSON.
 DU0850'0.9 MILE WEST ALONG BASELINE ROAD FROM PETERSON 31.9 FEET NORTH OF THE
 DU0850'CENTER LINE OF BASELINE, 27.4 FEET EAST OF THE CENTER LINE OF HIGHLINE
 DU0850'DRIVE, 0.5 FOOT NORTH OF A 3 1/2 INCH PIPE GUARD RAIL, SET IN THE TOP
 DU0850'OF THE NORTHWEST PART OF A CONCRETE HEADWALL OF HEADGATE OF IRRIGATION
 DU0850'DITCH, ABOUT LEVEL WITH THE ROAD.
 DU0850
 DU0850                          STATION RECOVERY (1962)
 DU0850
 DU0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0850'RECOVERED IN GOOD CONDITION.
 DU0850
 DU0850                          STATION RECOVERY (2007)
 DU0850
 DU0850'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0850'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0850'MARK.
 DU0850'THERE IS NO IRRIGATION DITCH, HEADGATE, OR ASSOCIATED HEADWALL AT THE
 DU0850'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0332 ***********************************************************************
 DV0332  DESIGNATION -  C 274
 DV0332  PID         -  DV0332
 DV0332  STATE/COUNTY-  AZ/PINAL
 DV0332  USGS QUAD   -  MARICOPA (1978)
 DV0332
 DV0332                         *CURRENT SURVEY CONTROL
 DV0332  ___________________________________________________________________
 DV0332* NAD 83(1986)-  33 04 11.     (N)    112 04 24.     (W)     SCALED    
 DV0332* NAVD 88     -       352.170  (meters)    1155.41   (feet)  ADJUSTED  
 DV0332  ___________________________________________________________________
 DV0332  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0332  DYNAMIC HT  -         351.746 (meters)    1154.02  (feet)  COMP
 DV0332  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 DV0332  OBS GRAVITY -     979,420.2   (mgal)                       GRAV_OBS
 DV0332
 DV0332  VERT ORDER  -  FIRST     CLASS II
 DV0332
 DV0332.The horizontal coordinates were scaled from a topographic map and have
 DV0332.an estimated accuracy of +/- 6 seconds.
 DV0332
 DV0332.The orthometric height was determined by differential leveling
 DV0332.and adjusted in June 1991.
 DV0332
 DV0332.The geoid height was determined by GEOID03.
 DV0332
 DV0332.The dynamic height is computed by dividing the NAVD 88
 DV0332.geopotential number by the normal gravity value computed on the
 DV0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0332.degrees latitude (g = 980.6199 gals.).
 DV0332
 DV0332.The modeled gravity was interpolated from observed gravity values.
 DV0332.The observed gravity was obtained from relative gravimeter ties
 DV0332.to the IGSN71 gravity network.
 DV0332
 DV0332;                    North         East    Units  Estimated Accuracy
 DV0332;SPC AZ C     -   229,490.      198,730.      MT  (+/- 180 meters Scaled)
 DV0332
 DV0332                          SUPERSEDED SURVEY CONTROL
 DV0332
 DV0332  NGVD 29 (??/??/92)  351.845  (m)         1154.34   (f) ADJ UNCH    1 2
 DV0332
 DV0332.Superseded values are not recommended for survey control.
 DV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0332.See file dsdata.txt to determine how the superseded data were derived.
 DV0332
 DV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB998595(NAD 83)
 DV0332_MARKER: DB = BENCH MARK DISK
 DV0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0332_SP_SET: ABUTMENT
 DV0332_STAMPING: C 274 1948
 DV0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0332+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0332
 DV0332  HISTORY     - Date     Condition        Report By
 DV0332  HISTORY     - 1948     MONUMENTED       CGS
 DV0332  HISTORY     - 1967     GOOD             NGS
 DV0332  HISTORY     - 1980     GOOD             NGS
 DV0332  HISTORY     - 1980     GOOD             NGS
 DV0332  HISTORY     - 20070321 GOOD             GEOCAC
 DV0332
 DV0332                          STATION DESCRIPTION
 DV0332
 DV0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0332'1.85 MI W FROM MARICOPA.
 DV0332'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0332'MARICOPA, THENCE 1.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0332'IN S 20, T 4 S, R 3 E, 0.05 MILE EAST OF MILEPOST NUMBER 896, 6 1/2
 DV0332'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS, SET IN THE
 DV0332'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 DV0332'NUMBER 896.03, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 DV0332
 DV0332                          STATION RECOVERY (1980)
 DV0332
 DV0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0332'RECOVERED IN GOOD CONDITION.
 DV0332
 DV0332                          STATION RECOVERY (1980)
 DV0332
 DV0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0332'RECOVERED IN GOOD CONDITION.
 DV0332
 DV0332                          STATION RECOVERY (2007)
 DV0332
 DV0332'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0833 ***********************************************************************
 DU0833  DESIGNATION -  C 276
 DU0833  PID         -  DU0833
 DU0833  STATE/COUNTY-  AZ/PINAL
 DU0833  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0833
 DU0833                         *CURRENT SURVEY CONTROL
 DU0833  ___________________________________________________________________
 DU0833* NAD 83(1986)-  33 05 29.     (N)    111 46 54.     (W)     SCALED    
 DU0833* NAVD 88     -       383.69   (+/-2cm)    1258.8    (feet)  VERTCON   
 DU0833  ___________________________________________________________________
 DU0833  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DU0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0833
 DU0833.The horizontal coordinates were scaled from a topographic map and have
 DU0833.an estimated accuracy of +/- 6 seconds.
 DU0833
 DU0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0833.The vertical order pertains to the NGVD 29 superseded value.
 DU0833
 DU0833.The geoid height was determined by GEOID03.
 DU0833
 DU0833;                    North         East    Units  Estimated Accuracy
 DU0833;SPC AZ C     -   231,890.      225,960.      MT  (+/- 180 meters Scaled)
 DU0833
 DU0833                          SUPERSEDED SURVEY CONTROL
 DU0833
 DU0833  NGVD 29 (??/??/92)  383.206  (m)         1257.23   (f) ADJ UNCH    2 0
 DU0833
 DU0833.Superseded values are not recommended for survey control.
 DU0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0833.See file dsdata.txt to determine how the superseded data were derived.
 DU0833
 DU0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB270616(NAD 83)
 DU0833_MARKER: DB = BENCH MARK DISK
 DU0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0833_STAMPING: C 276 1948
 DU0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0833+STABILITY: SURFACE MOTION
 DU0833
 DU0833  HISTORY     - Date     Condition        Report By
 DU0833  HISTORY     - 1948     MONUMENTED       CGS
 DU0833  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0833
 DU0833                          STATION DESCRIPTION
 DU0833
 DU0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0833'2.1 MI NW FROM SACATON.
 DU0833'2.1 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0833'JUAN MEMORIAL AT SACATON, 136 FEET NORTHWEST OF A WASH, 68.2 FEET
 DU0833'NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET NORTHWEST OF A
 DU0833'POWER LINE POLE, 2.0 FEET BELOW THE LEVEL OF THE ROAD AND 3.4 FEET
 DU0833'NORTHWEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DU0833'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DU0833
 DU0833                          STATION RECOVERY (2006)
 DU0833
 DU0833'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0833'NO WITNESS POST SEEN, AND THE ROADSIDE HAS BEEN EXTENSIVELY GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0733 ***********************************************************************
 DU0733  DESIGNATION -  C 277
 DU0733  PID         -  DU0733
 DU0733  STATE/COUNTY-  AZ/MARICOPA
 DU0733  USGS QUAD   -  CHANDLER (1981)
 DU0733
 DU0733                         *CURRENT SURVEY CONTROL
 DU0733  ___________________________________________________________________
 DU0733* NAD 83(1986)-  33 16 22.     (N)    111 48 25.     (W)     SCALED    
 DU0733* NAVD 88     -       377.87   (+/-2cm)    1239.7    (feet)  VERTCON   
 DU0733  ___________________________________________________________________
 DU0733  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0733
 DU0733.This mark is at Chandler Municipal Airport (CHD)
 DU0733
 DU0733.The horizontal coordinates were scaled from a topographic map and have
 DU0733.an estimated accuracy of +/- 6 seconds.
 DU0733
 DU0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0733.The vertical order pertains to the NGVD 29 superseded value.
 DU0733
 DU0733.The geoid height was determined by GEOID03.
 DU0733
 DU0733;                    North         East    Units  Estimated Accuracy
 DU0733;SPC AZ C     -   252,010.      223,580.      MT  (+/- 180 meters Scaled)
 DU0733
 DU0733                          SUPERSEDED SURVEY CONTROL
 DU0733
 DU0733  NGVD 29 (??/??/92)  377.356  (m)         1238.04   (f) ADJ UNCH    2 0
 DU0733
 DU0733.Superseded values are not recommended for survey control.
 DU0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0733.See file dsdata.txt to determine how the superseded data were derived.
 DU0733
 DU0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB248818(NAD 83)
 DU0733_MARKER: DB = BENCH MARK DISK
 DU0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0733_SP_SET: CONCRETE BASE
 DU0733_STAMPING: C 277 1948
 DU0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0733
 DU0733  HISTORY     - Date     Condition        Report By
 DU0733  HISTORY     - 1948     MONUMENTED       CGS
 DU0733  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0733  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0733
 DU0733                          STATION DESCRIPTION
 DU0733
 DU0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0733'6.0 MI SE FROM CHANDLER.
 DU0733'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0733'STATION AT CHANDLER, THENCE 1.7 MILES EAST, THENCE 0.5 MILE SOUTH TO
 DU0733'THE CHANDLER MUNICIPAL AIRPORT, 220 FEET NORTHEAST OF THE STARTING
 DU0733'GATE FOR A RACE TRACK, 28.8 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DU0733'7.5 FEET WEST OF A WIRE FENCE, AT THE NORTHEAST CORNER OF THE AIRPORT,
 DU0733'SET IN THE TOP AND ON THE NORTH SIDE OF A 2 1/2 FOOT CONCRETE BASE OF
 DU0733'A STEEL POWER LINE POLE PROJECTING 14 INCHES ABOVE THE GROUND.
 DU0733
 DU0733                          STATION RECOVERY (1979)
 DU0733
 DU0733'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0733'NONE OF THE FEATURES MENTIONED IN THE DESCRIPTION COULD BE LOCATED IN
 DU0733'THE NORTHEAST CORNER OF THE AIRPORT.
 DU0733
 DU0733                          STATION RECOVERY (2006)
 DU0733
 DU0733'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0733'WALKED THE AREA AND DID NOT FIND THE MARK. THE AIRPORT HAS BEEN
 DU0733'EXPANDED SINCE 1948 AND THE PORTION OF COOPER ROAD, BUILDINGS, FENCE
 DU0733'AND, STEEL POWER LINE POLE THAT RAN EAST OF THE AIRPORT IS NOW LOCATED
 DU0733'INSIDE THE AIRPORT GROUNDS AND ALL HAVE BEEN REMOVED AS OBSTRUCTIONS
 DU0733'ARE NOT PERMITTED NEAR THE RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1007 ***********************************************************************
 CZ1007  DESIGNATION -  C 278
 CZ1007  PID         -  CZ1007
 CZ1007  STATE/COUNTY-  AZ/PINAL
 CZ1007  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1007
 CZ1007                         *CURRENT SURVEY CONTROL
 CZ1007  ___________________________________________________________________
 CZ1007* NAD 83(1986)-  32 52 32.     (N)    111 45 16.     (W)     SCALED    
 CZ1007* NAVD 88     -       426.758  (meters)    1400.12   (feet)  READJUSTED
 CZ1007  ___________________________________________________________________
 CZ1007  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1007  DYNAMIC HT  -         426.240 (meters)    1398.42  (feet)  COMP
 CZ1007  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 CZ1007
 CZ1007  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 CZ1007
 CZ1007.The horizontal coordinates were scaled from a topographic map and have
 CZ1007.an estimated accuracy of +/- 6 seconds.
 CZ1007
 CZ1007.The orthometric height was determined by differential leveling
 CZ1007.and adjusted in April 1999.
 CZ1007.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 CZ1007.distribution rate of 2.1 thru 3.0 mm/km.
 CZ1007.The height was derived from older observations constrained to new
 CZ1007.heights in a crustal motion area.  The height is approximate in
 CZ1007.relation to other heights in its vicinity.
 CZ1007
 CZ1007.The geoid height was determined by GEOID03.
 CZ1007
 CZ1007.The dynamic height is computed by dividing the NAVD 88
 CZ1007.geopotential number by the normal gravity value computed on the
 CZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1007.degrees latitude (g = 980.6199 gals.).
 CZ1007
 CZ1007.The modeled gravity was interpolated from observed gravity values.
 CZ1007
 CZ1007;                    North         East    Units  Estimated Accuracy
 CZ1007;SPC AZ C     -   207,960.      228,540.      MT  (+/- 180 meters Scaled)
 CZ1007
 CZ1007                          SUPERSEDED SURVEY CONTROL
 CZ1007
 CZ1007  NAVD 88 (06/15/91)  426.756  (m)         1400.12   (f) UNKNOWN     1 2
 CZ1007  NGVD 29 (??/??/92)  426.160  (m)         1398.16   (f) ADJ UNCH    1 2
 CZ1007
 CZ1007.Superseded values are not recommended for survey control.
 CZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1007.See file dsdata.txt to determine how the superseded data were derived.
 CZ1007
 CZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB294377(NAD 83)
 CZ1007_MARKER: DB = BENCH MARK DISK
 CZ1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1007_SP_SET: FOUNDATION
 CZ1007_STAMPING: C 278 1948
 CZ1007_MARK LOGO: CGS   
 CZ1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1007
 CZ1007  HISTORY     - Date     Condition        Report By
 CZ1007  HISTORY     - 1948     MONUMENTED       CGS
 CZ1007  HISTORY     - 1967     GOOD             NGS
 CZ1007  HISTORY     - 1970     GOOD             NGS
 CZ1007  HISTORY     - 1980     GOOD             NGS
 CZ1007  HISTORY     - 1980     GOOD             NGS
 CZ1007  HISTORY     - 1984     GOOD             NGS
 CZ1007  HISTORY     - 19920219 MARK NOT FOUND   NGS
 CZ1007  HISTORY     - 20071003 MARK NOT FOUND   GEOCAC
 CZ1007
 CZ1007                          STATION DESCRIPTION
 CZ1007
 CZ1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1007'0.1 MI SE FROM CASA GRANDE.
 CZ1007'ABOUT 0.1 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1007'STATION AT CASA GRANDE, IN S 29, T 6 S, R 6 E, 85 FEET SOUTH OF THE
 CZ1007'CENTER OF THE INTERSECTION OF EAST MAIN STREET AND NORTH FLORENCE
 CZ1007'STREET, 61 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET
 CZ1007'IN THE TOP OF THE WEST CORNER OF THE MORE WESTERLY OF A GROUP OF
 CZ1007'ABANDONED CONCRETE FOUNDATION BLOCKS FOR AN OLD WATER TOWER, 66 FEET
 CZ1007'SOUTHEAST OF THE CENTER LINE OF NORTH FLORENCE STREET, 65 FEET
 CZ1007'SOUTHWEST OF THE CENTER LINE OF EAST MAIN STREET, 9 FEET NORTH OF
 CZ1007'BENCH MARK V 82, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 CZ1007
 CZ1007                          STATION RECOVERY (1970)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1007'RECOVERED IN GOOD CONDITION.
 CZ1007
 CZ1007                          STATION RECOVERY (1980)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1007'RECOVERED IN GOOD CONDITION.
 CZ1007
 CZ1007                          STATION RECOVERY (1980)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1007'RECOVERED IN GOOD CONDITION.
 CZ1007
 CZ1007                          STATION RECOVERY (1984)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1007'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 CZ1007'(0.1 MI) SOUTHEAST ALONG WEST MAIN STREET FROM THE SOUTHERN PACIFIC
 CZ1007'RAILROAD STATION AT CASA GRANDE, 16.6 METERS (54.6 FT) SOUTHEAST OF
 CZ1007'THE NORTHEAST TANGENT OF NORTH FLORENCE STREET, 31.2 METERS (102.6 FT)
 CZ1007'WEST-NORTHWEST OF THE NORTH CORNER OF A 60 BY 60 FOOT METAL WAREHOUSE,
 CZ1007'12.7 METERS (41.6 FT) SOUTH-SOUTHEAST OF POWER POLE PS 45757,
 CZ1007'11.1 METERS (36.3 FT) SOUTH OF A WATER METER SURROUNDED BY FOUR PIPE
 CZ1007'POSTS, 9.6 METERS (31.5 FT) EAST OF A METAL LIGHT POLE.  NOTE THIS
 CZ1007'BENCH MARK WAS COVERED WITH ASPHALT AT THE TIME OF RECOVERY AND WILL
 CZ1007'BE COVERED OVER AGAIN.
 CZ1007'THE MARK IS 0.15 M BELOW THE GROUND.
 CZ1007
 CZ1007                          STATION RECOVERY (1992)
 CZ1007
 CZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1007'THE FOUNDATION WAS FOUND WITH THE EDGES BROKEN OFF.  NO EVIDENCE OF
 CZ1007'THE DISK WAS FOUND.
 CZ1007
 CZ1007                          STATION RECOVERY (2007)
 CZ1007
 CZ1007'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1007'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1007'MARK.
 CZ1007'NO FOUNDATION BLOCKS WERE FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0040 ***********************************************************************
 ET0040  DESIGNATION -  C 28
 ET0040  PID         -  ET0040
 ET0040  STATE/COUNTY-  AZ/YAVAPAI
 ET0040  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0040
 ET0040                         *CURRENT SURVEY CONTROL
 ET0040  ___________________________________________________________________
 ET0040* NAD 83(1986)-  34 40 39.     (N)    112 24 25.     (W)     SCALED    
 ET0040* NAVD 88     -      1498.557  (meters)    4916.52   (feet)  POSTED    
 ET0040  ___________________________________________________________________
 ET0040  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ET0040  DYNAMIC HT  -        1496.550 (meters)    4909.93  (feet)  COMP
 ET0040  MODELED GRAV-     979,240.2   (mgal)                       NAVD 88
 ET0040
 ET0040  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0040
 ET0040.The horizontal coordinates were scaled from a topographic map and have
 ET0040.an estimated accuracy of +/- 6 seconds.
 ET0040
 ET0040.The orthometric height was determined by differential leveling
 ET0040.and adjusted in November 2005.
 ET0040.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0040.rate of 1.1 thru 2.0 mm/km.
 ET0040
 ET0040.The geoid height was determined by GEOID03.
 ET0040
 ET0040.The dynamic height is computed by dividing the NAVD 88
 ET0040.geopotential number by the normal gravity value computed on the
 ET0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0040.degrees latitude (g = 980.6199 gals.).
 ET0040
 ET0040.The modeled gravity was interpolated from observed gravity values.
 ET0040
 ET0040;                    North         East    Units  Estimated Accuracy
 ET0040;SPC AZ C     -   407,910.      168,430.      MT  (+/- 180 meters Scaled)
 ET0040
 ET0040                          SUPERSEDED SURVEY CONTROL
 ET0040
 ET0040  NGVD 29 (??/??/92) 1497.748  (m)         4913.86   (f) ADJ UNCH    1 2
 ET0040
 ET0040.Superseded values are not recommended for survey control.
 ET0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0040.See file dsdata.txt to determine how the superseded data were derived.
 ET0040
 ET0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD711381(NAD 83)
 ET0040_MARKER: DB = BENCH MARK DISK
 ET0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0040_STAMPING: 4913.862 C 28 1933
 ET0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0040+STABILITY: SURFACE MOTION
 ET0040
 ET0040  HISTORY     - Date     Condition        Report By
 ET0040  HISTORY     - 1933     MONUMENTED       CGS
 ET0040
 ET0040                          STATION DESCRIPTION
 ET0040
 ET0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0040'11.2 MI N FROM PRESCOTT.
 ET0040'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 1.4 MILES SOUTH OF
 ET0040'GRANITE SIDING, 320 FEET NORTH OF MILEPOST 46, 40 FEET WEST OF
 ET0040'RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0697 ***********************************************************************
 ET0697  DESIGNATION -  C 280
 ET0697  PID         -  ET0697
 ET0697  STATE/COUNTY-  AZ/LA PAZ
 ET0697  USGS QUAD   -  PLANET (1990)
 ET0697
 ET0697                         *CURRENT SURVEY CONTROL
 ET0697  ___________________________________________________________________
 ET0697* NAD 83(1986)-  34 14 40.     (N)    113 57 53.     (W)     SCALED    
 ET0697* NAVD 88     -       203.66   (+/-2cm)     668.2    (feet)  VERTCON   
 ET0697  ___________________________________________________________________
 ET0697  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 ET0697  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0697
 ET0697.The horizontal coordinates were scaled from a topographic map and have
 ET0697.an estimated accuracy of +/- 6 seconds.
 ET0697
 ET0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0697.The vertical order pertains to the NGVD 29 superseded value.
 ET0697
 ET0697.The geoid height was determined by GEOID03.
 ET0697
 ET0697;                    North         East    Units  Estimated Accuracy
 ET0697;SPC AZ W     -   359,800.      193,580.      MT  (+/- 180 meters Scaled)
 ET0697
 ET0697                          SUPERSEDED SURVEY CONTROL
 ET0697
 ET0697  NGVD 29 (??/??/92)  203.050  (m)          666.17   (f) ADJ UNCH    1 1
 ET0697
 ET0697.Superseded values are not recommended for survey control.
 ET0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0697.See file dsdata.txt to determine how the superseded data were derived.
 ET0697
 ET0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC269932(NAD 83)
 ET0697_MARKER: DB = BENCH MARK DISK
 ET0697_SETTING: 80 = SET IN A BOULDER
 ET0697_SP_SET: BOULDER
 ET0697_STAMPING: C 280 1948
 ET0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0697+STABILITY: SURFACE MOTION
 ET0697
 ET0697  HISTORY     - Date     Condition        Report By
 ET0697  HISTORY     - 1948     MONUMENTED       CGS
 ET0697
 ET0697                          STATION DESCRIPTION
 ET0697
 ET0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0697'27.6 MI N FROM BOUSE.
 ET0697'27.6 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0697'BOUSE, 0.2 MILE SOUTH OF THE SOUTHWEST CORNER OF AN OLD CONCRETE RANCH
 ET0697'HOUSE, ON THE EAST BANK OF A LARGE DRY WASH, 21 FEET NORTHEAST OF THE
 ET0697'CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE
 ET0697'ROAD.  SET IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 2 FEET ABOVE
 ET0697'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1489 ***********************************************************************
 DV1489  DESIGNATION -  C 281
 DV1489  PID         -  DV1489
 DV1489  STATE/COUNTY-  AZ/LA PAZ
 DV1489  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1489
 DV1489                         *CURRENT SURVEY CONTROL
 DV1489  ___________________________________________________________________
 DV1489* NAD 83(1986)-  33 57 34.     (N)    113 59 59.     (W)     SCALED    
 DV1489* NAVD 88     -       297.81   (+/-2cm)     977.1    (feet)  VERTCON   
 DV1489  ___________________________________________________________________
 DV1489  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1489  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1489
 DV1489.The horizontal coordinates were scaled from a topographic map and have
 DV1489.an estimated accuracy of +/- 6 seconds.
 DV1489
 DV1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1489.The vertical order pertains to the NGVD 29 superseded value.
 DV1489
 DV1489.The geoid height was determined by GEOID03.
 DV1489
 DV1489;                    North         East    Units  Estimated Accuracy
 DV1489;SPC AZ W     -   328,200.      190,280.      MT  (+/- 180 meters Scaled)
 DV1489
 DV1489                          SUPERSEDED SURVEY CONTROL
 DV1489
 DV1489  NGVD 29 (??/??/??)  297.187  (m)          975.02   (f) ADJUSTED    1 2
 DV1489
 DV1489.Superseded values are not recommended for survey control.
 DV1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1489.See file dsdata.txt to determine how the superseded data were derived.
 DV1489
 DV1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC228617(NAD 83)
 DV1489_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1489+STABILITY: SURFACE MOTION
 DV1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1489+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2008
 DV1489
 DV1489  HISTORY     - Date     Condition        Report By
 DV1489  HISTORY     - 1948     MONUMENTED       CGS
 DV1489  HISTORY     - 20080208 GOOD             CAP
 DV1489
 DV1489                          STATION DESCRIPTION
 DV1489
 DV1489'DESCRIBED BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 DV1489'RECOVERED IN GOOD CONDITION,
 DV1489'FROM THE INTERSECTION OF S.R. 72 AND MAIN STREET IN BOUSE,AZ. TRAVEL
 DV1489'NORTHEAST ON MAIN STREET 0.3 MILE TO RAYDER AVENUE. TURN LEFT AND
 DV1489'TRAVEL NORTHWEST ON RAYDER AVENUE 0.5 MILE TO THE INTERSECTION AT
 DV1489'SAHUARO AND SWANSEA. CONTINUE NORTHWEST ON SWANSEA (A CONTINUATION OF
 DV1489'RAYDER AVENUE) 1.3 MILES TO THE STATION ON THE LEFT.
 DV1489'MONUMENT IS 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET EAST
 DV1489'OF METAL FENCE POST, AND 1.4 FEET ABOVE THE CENTERLINE OF THE ROAD. A
 DV1489'USC+GS BENCH MARK BRASS CAP IN AN 8 INCH BY 8 INCH CONCRETE POST, 0.5
 DV1489'FOOT ABOVE GROUND, STAMPED  C 281 1948
 DV1489'N 33-57-35.7  W 113-59-58.5   NAD83 FROM HANDHELD GPS
 DV1489' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0525 ***********************************************************************
 DU0525  DESIGNATION -  C 283
 DU0525  PID         -  DU0525
 DU0525  STATE/COUNTY-  AZ/PINAL
 DU0525  USGS QUAD   -  FLORENCE (1981)
 DU0525
 DU0525                         *CURRENT SURVEY CONTROL
 DU0525  ___________________________________________________________________
 DU0525* NAD 83(1986)-  33 00 48.     (N)    111 23 19.     (W)     SCALED    
 DU0525* NAVD 88     -       467.138  (meters)    1532.60   (feet)  ADJUSTED  
 DU0525  ___________________________________________________________________
 DU0525  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0525  DYNAMIC HT  -         466.564 (meters)    1530.72  (feet)  COMP
 DU0525  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 DU0525
 DU0525  VERT ORDER  -  FIRST     CLASS II
 DU0525
 DU0525.The horizontal coordinates were scaled from a topographic map and have
 DU0525.an estimated accuracy of +/- 6 seconds.
 DU0525
 DU0525.The orthometric height was determined by differential leveling
 DU0525.and adjusted in November 1993.
 DU0525
 DU0525.The geoid height was determined by GEOID03.
 DU0525
 DU0525.The dynamic height is computed by dividing the NAVD 88
 DU0525.geopotential number by the normal gravity value computed on the
 DU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0525.degrees latitude (g = 980.6199 gals.).
 DU0525
 DU0525.The modeled gravity was interpolated from observed gravity values.
 DU0525
 DU0525;                    North         East    Units  Estimated Accuracy
 DU0525;SPC AZ C     -   223,350.      262,700.      MT  (+/- 180 meters Scaled)
 DU0525
 DU0525                          SUPERSEDED SURVEY CONTROL
 DU0525
 DU0525  NGVD 29 (??/??/92)  466.559  (m)         1530.70   (f) ADJ UNCH    1 2
 DU0525
 DU0525.Superseded values are not recommended for survey control.
 DU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0525.See file dsdata.txt to determine how the superseded data were derived.
 DU0525
 DU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB637528(NAD 83)
 DU0525_MARKER: DB = BENCH MARK DISK
 DU0525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0525_SP_SET: HEADWALL
 DU0525_STAMPING: C 283 1948
 DU0525_MARK LOGO: CGS   
 DU0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0525+STABILITY: SURFACE MOTION
 DU0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0525+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU0525
 DU0525  HISTORY     - Date     Condition        Report By
 DU0525  HISTORY     - 1948     MONUMENTED       CGS
 DU0525  HISTORY     - 1967     GOOD             NGS
 DU0525  HISTORY     - 19920104 GOOD             NGS
 DU0525  HISTORY     - 20080416 GOOD             GEOCAC
 DU0525
 DU0525                          STATION DESCRIPTION
 DU0525
 DU0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0525'1.75 MI SW FROM FLORENCE.
 DU0525'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0525'FLORENCE, THENCE 0.75 MILE SOUTHWEST ALONG A GRAVELED ROAD WHICH
 DU0525'PARALELS THE FLORENCE CANAL, OR ABOUT 0.9 MILE SOUTH ALONG STATE
 DU0525'HIGHWAY 287 FROM THE COURTHOUSE AT FLORENCE, THENCE 0.55 MILE WEST
 DU0525'ALONG STATE HIGHWAY 287, THENCE 0.3 MILE SOUTHEAST ALONG AN IRRIGATION
 DU0525'CANAL, IN S 11, T 5 S, R 9 E, 13 FEET NORTHWEST OF THE CENTER LINE OF
 DU0525'THE GRAVELED ROAD, SET IN THE TOP OF THE NORTHWEST CONCRETE HEAD WALL
 DU0525'OF A CULVERT UNDER THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 DU0525'THE ROAD.
 DU0525
 DU0525                          STATION RECOVERY (1992)
 DU0525
 DU0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0525'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0525'THE POST OFFICE IN FLORENCE, THENCE 1.1 KM (0.70 MI) SOUTHWESTERLY
 DU0525'ALONG CANAL ROAD, IN TOP OF AND 1.8 M (5.9 FT) SOUTHWEST OF THE
 DU0525'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT, 4.0 M
 DU0525'(13.1 FT) NORTHWEST OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE THE
 DU0525'LEVEL OF THE ROAD.
 DU0525
 DU0525                          STATION RECOVERY (2008)
 DU0525
 DU0525'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0525'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N 33
 DU0525'00.799 W 111  23.655.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0013 ***********************************************************************
 DA0013  DESIGNATION -  C 285
 DA0013  PID         -  DA0013
 DA0013  STATE/COUNTY-  AZ/MARICOPA
 DA0013  USGS QUAD   -  ESTRELLA (1979)
 DA0013
 DA0013                         *CURRENT SURVEY CONTROL
 DA0013  ___________________________________________________________________
 DA0013* NAD 83(1986)-  32 59 48.     (N)    112 27 25.     (W)     SCALED    
 DA0013* NAVD 88     -       440.770  (meters)    1446.09   (feet)  ADJUSTED  
 DA0013  ___________________________________________________________________
 DA0013  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DA0013  DYNAMIC HT  -         440.236 (meters)    1444.34  (feet)  COMP
 DA0013  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 DA0013
 DA0013  VERT ORDER  -  FIRST     CLASS II
 DA0013
 DA0013.The horizontal coordinates were scaled from a topographic map and have
 DA0013.an estimated accuracy of +/- 6 seconds.
 DA0013
 DA0013.The orthometric height was determined by differential leveling
 DA0013.and adjusted in June 1991.
 DA0013
 DA0013.The geoid height was determined by GEOID03.
 DA0013
 DA0013.The dynamic height is computed by dividing the NAVD 88
 DA0013.geopotential number by the normal gravity value computed on the
 DA0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0013.degrees latitude (g = 980.6199 gals.).
 DA0013
 DA0013.The modeled gravity was interpolated from observed gravity values.
 DA0013
 DA0013;                    North         East    Units  Estimated Accuracy
 DA0013;SPC AZ C     -   221,510.      162,870.      MT  (+/- 180 meters Scaled)
 DA0013
 DA0013                          SUPERSEDED SURVEY CONTROL
 DA0013
 DA0013  NGVD 29 (??/??/92)  440.125  (m)         1443.98   (f) ADJ UNCH    1 2
 DA0013
 DA0013.Superseded values are not recommended for survey control.
 DA0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0013.See file dsdata.txt to determine how the superseded data were derived.
 DA0013
 DA0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB638518(NAD 83)
 DA0013_MARKER: DB = BENCH MARK DISK
 DA0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0013_STAMPING: C 285 1949
 DA0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0013+STABILITY: SURFACE MOTION
 DA0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0013+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DA0013
 DA0013  HISTORY     - Date     Condition        Report By
 DA0013  HISTORY     - 1949     MONUMENTED       CGS
 DA0013  HISTORY     - 1967     GOOD             NGS
 DA0013  HISTORY     - 1980     GOOD             NGS
 DA0013  HISTORY     - 1980     GOOD             NGS
 DA0013  HISTORY     - 20070321 GOOD             GEOCAC
 DA0013
 DA0013                          STATION DESCRIPTION
 DA0013
 DA0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0013'11.7 MI W FROM MOBILE.
 DA0013'11.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0013'ELEMENTARY SCHOOL AT MOBILE, 0.55 MILE EAST OF MILEPOST 872, 42 FEET
 DA0013'SOUTH OF THE SOUTH RAIL OF THE TRACK, 6 1/2 FEET EAST OF A TELEPHONE
 DA0013'POLE BRACED BY A GUY WIRE, IN LINE WITH A ROW OF TELEPHONE POLES, 3.0
 DA0013'FEET WEST OF A WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 DA0013'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DA0013'INCHES.
 DA0013
 DA0013                          STATION RECOVERY (1980)
 DA0013
 DA0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0013'RECOVERED IN GOOD CONDITION.
 DA0013
 DA0013                          STATION RECOVERY (1980)
 DA0013
 DA0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0013'RECOVERED IN GOOD CONDITION.
 DA0013
 DA0013                          STATION RECOVERY (2007)
 DA0013
 DA0013'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0689 ***********************************************************************
 ET0689  DESIGNATION -  C 286
 ET0689  PID         -  ET0689
 ET0689  STATE/COUNTY-  AZ/MOHAVE
 ET0689  USGS QUAD   -  SIGNAL (1990)
 ET0689
 ET0689                         *CURRENT SURVEY CONTROL
 ET0689  ___________________________________________________________________
 ET0689* NAD 83(1986)-  34 27 40.     (N)    113 41 46.     (W)     SCALED    
 ET0689* NAVD 88     -       613.532  (meters)    2012.90   (feet)  POSTED    
 ET0689  ___________________________________________________________________
 ET0689  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ET0689  DYNAMIC HT  -         612.820 (meters)    2010.56  (feet)  COMP
 ET0689  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 ET0689
 ET0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0689
 ET0689.The horizontal coordinates were scaled from a topographic map and have
 ET0689.an estimated accuracy of +/- 6 seconds.
 ET0689
 ET0689.The orthometric height was determined by differential leveling
 ET0689.and adjusted in November 2005.
 ET0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0689.rate of 0.0 thru 1.0 mm/km.
 ET0689
 ET0689.The geoid height was determined by GEOID03.
 ET0689
 ET0689.The dynamic height is computed by dividing the NAVD 88
 ET0689.geopotential number by the normal gravity value computed on the
 ET0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0689.degrees latitude (g = 980.6199 gals.).
 ET0689
 ET0689.The modeled gravity was interpolated from observed gravity values.
 ET0689
 ET0689;                    North         East    Units  Estimated Accuracy
 ET0689;SPC AZ W     -   383,810.      218,310.      MT  (+/- 180 meters Scaled)
 ET0689
 ET0689                          SUPERSEDED SURVEY CONTROL
 ET0689
 ET0689  NGVD 29 (??/??/92)  612.817  (m)         2010.55   (f) ADJ UNCH    1 2
 ET0689
 ET0689.Superseded values are not recommended for survey control.
 ET0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0689.See file dsdata.txt to determine how the superseded data were derived.
 ET0689
 ET0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD523165(NAD 83)
 ET0689_MARKER: DB = BENCH MARK DISK
 ET0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0689_STAMPING: C 286 1950
 ET0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0689+STABILITY: SURFACE MOTION
 ET0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0689+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0689
 ET0689  HISTORY     - Date     Condition        Report By
 ET0689  HISTORY     - 1950     MONUMENTED       CGS
 ET0689  HISTORY     - 20010122 GOOD             AZ-015
 ET0689
 ET0689                          STATION DESCRIPTION
 ET0689
 ET0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0689'4.1 MI SW FROM SIGNAL.
 ET0689'4.1 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0689'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 0.6 MILE WEST OF A POINT
 ET0689'WHERE A DOUBLE POLE POWER LINE CROSSES THE ROAD, 0.2 MILE WEST OF THE
 ET0689'APPROXIMATE CENTER OF THE CROSSING OF A WIDE WASH, 40 FEET SOUTH OF A
 ET0689'6-INCH PALO VERDE TREE, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE
 ET0689'ROAD, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 ET0689'CONCRETE POST FLUSH WITH THE GROUND.
 ET0689
 ET0689                          STATION RECOVERY (2001)
 ET0689
 ET0689'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0735 ***********************************************************************
 ET0735  DESIGNATION -  C 287
 ET0735  PID         -  ET0735
 ET0735  STATE/COUNTY-  AZ/MOHAVE
 ET0735  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0735
 ET0735                         *CURRENT SURVEY CONTROL
 ET0735  ___________________________________________________________________
 ET0735* NAD 83(1986)-  34 37 27.     (N)    113 31 46.     (W)     SCALED    
 ET0735* NAVD 88     -       644.906  (meters)    2115.83   (feet)  POSTED    
 ET0735  ___________________________________________________________________
 ET0735  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ET0735  DYNAMIC HT  -         644.150 (meters)    2113.35  (feet)  COMP
 ET0735  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 ET0735
 ET0735  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0735
 ET0735.The horizontal coordinates were scaled from a topographic map and have
 ET0735.an estimated accuracy of +/- 6 seconds.
 ET0735
 ET0735.The orthometric height was determined by differential leveling
 ET0735.and adjusted in November 2005.
 ET0735.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0735.rate of 0.0 thru 1.0 mm/km.
 ET0735
 ET0735.The geoid height was determined by GEOID03.
 ET0735
 ET0735.The dynamic height is computed by dividing the NAVD 88
 ET0735.geopotential number by the normal gravity value computed on the
 ET0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0735.degrees latitude (g = 980.6199 gals.).
 ET0735
 ET0735.The modeled gravity was interpolated from observed gravity values.
 ET0735
 ET0735;                    North         East    Units  Estimated Accuracy
 ET0735;SPC AZ W     -   401,920.      233,580.      MT  (+/- 180 meters Scaled)
 ET0735
 ET0735                          SUPERSEDED SURVEY CONTROL
 ET0735
 ET0735  NGVD 29 (??/??/92)  644.194  (m)         2113.49   (f) ADJ UNCH    1 2
 ET0735
 ET0735.Superseded values are not recommended for survey control.
 ET0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0735.See file dsdata.txt to determine how the superseded data were derived.
 ET0735
 ET0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD681342(NAD 83)
 ET0735_MARKER: DB = BENCH MARK DISK
 ET0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0735_STAMPING: C 287 1950
 ET0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0735+STABILITY: SURFACE MOTION
 ET0735
 ET0735  HISTORY     - Date     Condition        Report By
 ET0735  HISTORY     - 1950     MONUMENTED       CGS
 ET0735
 ET0735                          STATION DESCRIPTION
 ET0735
 ET0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0735'7.8 MI S FROM WIKIEUP.
 ET0735'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0735'WIKIEUP, THENCE 0.4 MILE EAST ALONG A COUNTY DIRT ROAD, 215 FEET WEST
 ET0735'OF A 15-INCH SAGUARO CACTUS, 26 1/2 FEET SOUTH OF THE CENTER LINE OF
 ET0735'THE ROAD, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 ET0735'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ET0735'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0467 ***********************************************************************
 ET0467  DESIGNATION -  C 288
 ET0467  PID         -  ET0467
 ET0467  STATE/COUNTY-  AZ/YAVAPAI
 ET0467  USGS QUAD   -  IRON SPRINGS (1979)
 ET0467
 ET0467                         *CURRENT SURVEY CONTROL
 ET0467  ___________________________________________________________________
 ET0467* NAD 83(1986)-  34 33 50.     (N)    112 32 21.     (W)     SCALED    
 ET0467* NAVD 88     -      1734.000  (meters)    5688.97   (feet)  POSTED    
 ET0467  ___________________________________________________________________
 ET0467  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0467  DYNAMIC HT  -        1731.600 (meters)    5681.09  (feet)  COMP
 ET0467  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 ET0467
 ET0467  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0467
 ET0467.The horizontal coordinates were scaled from a topographic map and have
 ET0467.an estimated accuracy of +/- 6 seconds.
 ET0467
 ET0467.The orthometric height was determined by differential leveling
 ET0467.and adjusted in November 2005.
 ET0467.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0467.rate of 1.1 thru 2.0 mm/km.
 ET0467
 ET0467.The geoid height was determined by GEOID03.
 ET0467
 ET0467.The dynamic height is computed by dividing the NAVD 88
 ET0467.geopotential number by the normal gravity value computed on the
 ET0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0467.degrees latitude (g = 980.6199 gals.).
 ET0467
 ET0467.The modeled gravity was interpolated from observed gravity values.
 ET0467
 ET0467;                    North         East    Units  Estimated Accuracy
 ET0467;SPC AZ C     -   395,370.      156,240.      MT  (+/- 180 meters Scaled)
 ET0467
 ET0467                          SUPERSEDED SURVEY CONTROL
 ET0467
 ET0467  NGVD 29 (??/??/92) 1733.116  (m)         5686.06   (f) ADJ UNCH    1 2
 ET0467
 ET0467.Superseded values are not recommended for survey control.
 ET0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0467.See file dsdata.txt to determine how the superseded data were derived.
 ET0467
 ET0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD588257(NAD 83)
 ET0467_MARKER: DB = BENCH MARK DISK
 ET0467_SETTING: 80 = SET IN A BOULDER
 ET0467_SP_SET: BOULDER
 ET0467_STAMPING: G 288 1950
 ET0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0467+STABILITY: SURFACE MOTION
 ET0467
 ET0467  HISTORY     - Date     Condition        Report By
 ET0467  HISTORY     - 1950     MONUMENTED       CGS
 ET0467  HISTORY     - 1974     GOOD             USGS
 ET0467  HISTORY     - 19970628 GOOD             USPSQD
 ET0467
 ET0467                          STATION DESCRIPTION
 ET0467
 ET0467'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0467'4.6 MI SE FROM IRON SPRINGS.
 ET0467'4.6 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0467'RAILWAY FROM THE STATION AT IRON SPRINGS, 5.9 MILES NORTHWEST OF
 ET0467'PRESCOTT, 100 FEET NORTHEAST OF R.R. GRADE AT TRAIL CROSSING AND 5
 ET0467'FEET EAST OF TRAIL IN A GRANITE BOULDER ABOUT 2 FEET ABOVE THE GROUND
 ET0467'AND 5.4 FEET BELOW THE RR GRADE OPPOSITE.
 ET0467
 ET0467                          STATION RECOVERY (1997)
 ET0467
 ET0467'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0596 ***********************************************************************
 ET0596  DESIGNATION -  C 289
 ET0596  PID         -  ET0596
 ET0596  STATE/COUNTY-  AZ/YAVAPAI
 ET0596  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0596
 ET0596                         *CURRENT SURVEY CONTROL
 ET0596  ___________________________________________________________________
 ET0596* NAD 83(1986)-  34 30 53.     (N)    113 19 08.     (W)     SCALED    
 ET0596* NAVD 88     -       941.243  (meters)    3088.06   (feet)  POSTED    
 ET0596  ___________________________________________________________________
 ET0596  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0596  DYNAMIC HT  -         940.090 (meters)    3084.28  (feet)  COMP
 ET0596  MODELED GRAV-     979,375.9   (mgal)                       NAVD 88
 ET0596
 ET0596  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0596
 ET0596.The horizontal coordinates were scaled from a topographic map and have
 ET0596.an estimated accuracy of +/- 6 seconds.
 ET0596
 ET0596.The orthometric height was determined by differential leveling
 ET0596.and adjusted in November 2005.
 ET0596.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0596.rate of 1.1 thru 2.0 mm/km.
 ET0596
 ET0596.The geoid height was determined by GEOID03.
 ET0596
 ET0596.The dynamic height is computed by dividing the NAVD 88
 ET0596.geopotential number by the normal gravity value computed on the
 ET0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0596.degrees latitude (g = 980.6199 gals.).
 ET0596
 ET0596.The modeled gravity was interpolated from observed gravity values.
 ET0596
 ET0596;                    North         East    Units  Estimated Accuracy
 ET0596;SPC AZ C     -   390,640.       84,610.      MT  (+/- 180 meters Scaled)
 ET0596
 ET0596                          SUPERSEDED SURVEY CONTROL
 ET0596
 ET0596  NGVD 29 (??/??/92)  940.510  (m)         3085.66   (f) ADJ UNCH    1 2
 ET0596
 ET0596.Superseded values are not recommended for survey control.
 ET0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0596.See file dsdata.txt to determine how the superseded data were derived.
 ET0596
 ET0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD871216(NAD 83)
 ET0596_MARKER: DB = BENCH MARK DISK
 ET0596_SETTING: 80 = SET IN A BOULDER
 ET0596_SP_SET: GRANITE BOULDER
 ET0596_STAMPING: C 289 1950
 ET0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0596+STABILITY: SURFACE MOTION
 ET0596
 ET0596  HISTORY     - Date     Condition        Report By
 ET0596  HISTORY     - 1950     MONUMENTED       CGS
 ET0596  HISTORY     - 20081130 GOOD             GEOCAC
 ET0596
 ET0596                          STATION DESCRIPTION
 ET0596
 ET0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0596'23.0 MI SW FROM BAGDAD.
 ET0596'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0596'AT BAGDAD, THENCE 16.2 MILES WEST ALONG A COUNTY DIRT ROAD, 0.25 MILE
 ET0596'SOUTHEAST OF A CATTLE GUARD, 0.05 MILE WEST OF THE JUNCTION OF A TRACK
 ET0596'ROAD LEADING SOUTH TO AN OLD HOUSE, IN THE TOP OF A GRANITE BOULDER ON
 ET0596'THE WEST SIDE OF A ROCKY PEAK, 82 FEET WEST OF THE TOP OF A PROMINENT
 ET0596'HUMP IN THE ROAD, 61 FEET NORTH OF THE NORTH EDGE OF A DRY WASH, 40
 ET0596'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT LOWER THAN
 ET0596'THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0596
 ET0596                          STATION RECOVERY (2008)
 ET0596
 ET0596'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0596'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0596'THE DESCRIPTION - THE PAINTED BM WAS NOT FOUND. HANDHELD COORDINATES
 ET0596'34 30 53.6 (N)   113 19 07.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0286 ***********************************************************************
 ES0286  DESIGNATION -  C 29
 ES0286  PID         -  ES0286
 ES0286  STATE/COUNTY-  AZ/GILA
 ES0286  USGS QUAD   -  PAYSON NORTH (1973)
 ES0286
 ES0286                         *CURRENT SURVEY CONTROL
 ES0286  ___________________________________________________________________
 ES0286* NAD 83(1986)-  34 16 41.     (N)    111 19 26.     (W)     SCALED    
 ES0286* NAVD 88     -      1509.385  (meters)    4952.04   (feet)  ADJUSTED  
 ES0286  ___________________________________________________________________
 ES0286  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ES0286  DYNAMIC HT  -        1507.304 (meters)    4945.21  (feet)  COMP
 ES0286  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 ES0286  OBS GRAVITY -     979,204.0   (mgal)                       GRAV_OBS
 ES0286
 ES0286  VERT ORDER  -  FIRST     CLASS II
 ES0286
 ES0286.The horizontal coordinates were scaled from a topographic map and have
 ES0286.an estimated accuracy of +/- 6 seconds.
 ES0286
 ES0286.The orthometric height was determined by differential leveling
 ES0286.and adjusted in June 1991.
 ES0286
 ES0286.The geoid height was determined by GEOID03.
 ES0286
 ES0286.The dynamic height is computed by dividing the NAVD 88
 ES0286.geopotential number by the normal gravity value computed on the
 ES0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0286.degrees latitude (g = 980.6199 gals.).
 ES0286
 ES0286.The modeled gravity was interpolated from observed gravity values.
 ES0286.The observed gravity was obtained from relative gravimeter ties
 ES0286.to the IGSN71 gravity network.
 ES0286
 ES0286;                    North         East    Units  Estimated Accuracy
 ES0286;SPC AZ E     -   364,100.      106,810.      MT  (+/- 180 meters Scaled)
 ES0286
 ES0286                          SUPERSEDED SURVEY CONTROL
 ES0286
 ES0286.No superseded survey control is available for this station.
 ES0286
 ES0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701930(NAD 83)
 ES0286_MARKER: DB = BENCH MARK DISK
 ES0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0286_STAMPING: C 29
 ES0286_MARK LOGO: CGS   
 ES0286_PROJECTION: PROJECTING 18 CENTIMETERS
 ES0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0286+STABILITY: SURFACE MOTION
 ES0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0286+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 ES0286
 ES0286  HISTORY     - Date     Condition        Report By
 ES0286  HISTORY     - UNK      MONUMENTED       CGS
 ES0286  HISTORY     - 1973     GOOD             USGS
 ES0286  HISTORY     - 1982     GOOD             NGS
 ES0286  HISTORY     - 20050903 GOOD             USPSQD
 ES0286  HISTORY     - 20070309 GOOD             GEOCAC
 ES0286  HISTORY     - 20080608 GOOD             GEOCAC
 ES0286
 ES0286                          STATION DESCRIPTION
 ES0286
 ES0286'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0286'4.0 MI NE FROM PAYSON.
 ES0286'FROM THE POST OFFICE IN PAYSON GO 0.6 MI. EAST ON MAIN ST. THENCE
 ES0286'NORTH ON STATE HIGHWAY 87 FOR 3.4 MILES TO CURVE IN HIGHWAY, 200 FEET
 ES0286'SOUTHWEST OF HIGHWAY, 160 FT. SOUTH OF A CATTLEGUARD.  40 FT. EAST OF
 ES0286'A DIRT ROAD, IN A CONCRETE POST.
 ES0286
 ES0286                          STATION RECOVERY (1982)
 ES0286
 ES0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0286'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0286'5.6 KM (3.5 MI) NORTH ALONG MCLANE ROAD FROM MAIN STREET IN PAYSON,
 ES0286'WHICH IS ALSO THE OLD HIGHWAY, 0.2 KM (0.1 MI) SOUTH OF STATE HIGHWAY
 ES0286'87 ALONG THE OLD HIGHWAY WHICH IS NOW A DIRT ROAD, ON A CUT BANK
 ES0286'BETWEEN WASHOUTS IN THE OLD HIGHWAY, 13.7 METERS (45 FT) EAST OF THE
 ES0286'CENTER OF THE OLD HIGHWAY, 41.1 METERS (135 FT) SOUTH OF A CATTLE
 ES0286'GUARD AND A GATE, 21.9 METERS (72 FT) WEST OF A FENCE.
 ES0286'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0286'THE MARK IS 2.0 M ABOVE THE OLD HIGHWAY.
 ES0286
 ES0286                          STATION RECOVERY (2005)
 ES0286
 ES0286'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0286'MARK FOUND AS DESCRIBED.
 ES0286
 ES0286                          STATION RECOVERY (2007)
 ES0286
 ES0286'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0286'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0286'THE DESCRIPTION   DID NOT LOCATE THE CATTLE GUARD OR FENCE TO THE
 ES0286'EAST. HANDHELD COORDINATES
 ES0286' 
 ES0286'34 13 16 40.9 (N)   111 19 27.3 (W)  (NAD 83).
 ES0286
 ES0286                          STATION RECOVERY (2008)
 ES0286
 ES0286'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0286'RECOVERED AS DESCRIBED, IN GOOD CONDITION. CATTLE GUARD NOTED ON
 ES0286'APPROACH TO THE STATION, BUT THE FENCE IS MISSING. GPS (HH2)
 ES0286'CO-ORDINATES N34 16.681' W111 19.452'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0365 ***********************************************************************
 ET0365  DESIGNATION -  C 290
 ET0365  PID         -  ET0365
 ET0365  STATE/COUNTY-  AZ/YAVAPAI
 ET0365  USGS QUAD   -  HILLSIDE (1969)
 ET0365
 ET0365                         *CURRENT SURVEY CONTROL
 ET0365  ___________________________________________________________________
 ET0365* NAD 83(1986)-  34 26 24.     (N)    112 55 51.     (W)     SCALED    
 ET0365* NAVD 88     -      1206.845  (meters)    3959.46   (feet)  POSTED    
 ET0365  ___________________________________________________________________
 ET0365  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 ET0365  DYNAMIC HT  -        1205.320 (meters)    3954.45  (feet)  COMP
 ET0365  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 ET0365
 ET0365  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0365
 ET0365.The horizontal coordinates were scaled from a topographic map and have
 ET0365.an estimated accuracy of +/- 6 seconds.
 ET0365
 ET0365.The orthometric height was determined by differential leveling
 ET0365.and adjusted in November 2005.
 ET0365.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0365.rate of 2.1 thru 3.0 mm/km.
 ET0365
 ET0365.The geoid height was determined by GEOID03.
 ET0365
 ET0365.The dynamic height is computed by dividing the NAVD 88
 ET0365.geopotential number by the normal gravity value computed on the
 ET0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0365.degrees latitude (g = 980.6199 gals.).
 ET0365
 ET0365.The modeled gravity was interpolated from observed gravity values.
 ET0365
 ET0365;                    North         East    Units  Estimated Accuracy
 ET0365;SPC AZ C     -   381,920.      120,160.      MT  (+/- 180 meters Scaled)
 ET0365
 ET0365                          SUPERSEDED SURVEY CONTROL
 ET0365
 ET0365  NGVD 29 (??/??/92) 1206.093  (m)         3956.99   (f) ADJ UNCH    1 2
 ET0365
 ET0365.Superseded values are not recommended for survey control.
 ET0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0365.See file dsdata.txt to determine how the superseded data were derived.
 ET0365
 ET0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD226126(NAD 83)
 ET0365_MARKER: DB = BENCH MARK DISK
 ET0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0365_SP_SET: CULVERT
 ET0365_STAMPING: C 290 1950
 ET0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0365
 ET0365  HISTORY     - Date     Condition        Report By
 ET0365  HISTORY     - 1950     MONUMENTED       CGS
 ET0365  HISTORY     - 1969     MARK NOT FOUND   USGS
 ET0365
 ET0365                          STATION DESCRIPTION
 ET0365
 ET0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0365'2.0 MI NW FROM HILLSIDE.
 ET0365'2.0 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0365'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, IN A DIP BETWEEN TWO
 ET0365'DIRT CUTS, AT A 48-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF
 ET0365'THE WEST END OF THE SOUTH CONCRETE HEAD WALL, 16 FEET SOUTH OF THE
 ET0365'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED
 ET0365'BY THE WHITE PAINTED LETTERS B M.
 ET0365
 ET0365                          STATION RECOVERY (1969)
 ET0365
 ET0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0735 ***********************************************************************
 CZ0735  DESIGNATION -  C 291
 CZ0735  PID         -  CZ0735
 CZ0735  STATE/COUNTY-  AZ/PIMA
 CZ0735  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0735
 CZ0735                         *CURRENT SURVEY CONTROL
 CZ0735  ___________________________________________________________________
 CZ0735* NAD 83(1986)-  32 11 58.     (N)    111 06 53.     (W)     SCALED    
 CZ0735* NAVD 88     -       821.20   (+/-2cm)    2694.2    (feet)  VERTCON   
 CZ0735  ___________________________________________________________________
 CZ0735  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0735
 CZ0735.The horizontal coordinates were scaled from a topographic map and have
 CZ0735.an estimated accuracy of +/- 6 seconds.
 CZ0735
 CZ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0735.The vertical order pertains to the NGVD 29 superseded value.
 CZ0735
 CZ0735.The geoid height was determined by GEOID03.
 CZ0735
 CZ0735;                    North         East    Units  Estimated Accuracy
 CZ0735;SPC AZ C     -   133,260.      288,970.      MT  (+/- 180 meters Scaled)
 CZ0735
 CZ0735                          SUPERSEDED SURVEY CONTROL
 CZ0735
 CZ0735  NGVD 29 (??/??/92)  820.504  (m)         2691.94   (f) ADJ UNCH    2 0
 CZ0735
 CZ0735.Superseded values are not recommended for survey control.
 CZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0735.See file dsdata.txt to determine how the superseded data were derived.
 CZ0735
 CZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA891625(NAD 83)
 CZ0735_MARKER: DB = BENCH MARK DISK
 CZ0735_SETTING: 80 = SET IN A BOULDER
 CZ0735_SP_SET: BOULDER
 CZ0735_STAMPING: C 291 1951
 CZ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0735+STABILITY: SURFACE MOTION
 CZ0735
 CZ0735  HISTORY     - Date     Condition        Report By
 CZ0735  HISTORY     - 1951     MONUMENTED       CGS
 CZ0735  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0735  HISTORY     - 20010906 GOOD             INDIV
 CZ0735
 CZ0735                          STATION DESCRIPTION
 CZ0735
 CZ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0735'9.6 MI W FROM TUCSON.
 CZ0735'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0735'HIGHWAY 86 (AJO-TUCSON), THENCE 3.4 MILES NORTHWEST ALONG KINNEY ROAD,
 CZ0735'0.5 MILE SOUTHEAST OF A JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO
 CZ0735'THE IRONWOOD PICNIC AREA, ON THE SOUTHWEST SLOPE OF A ROCK COVERED
 CZ0735'HILL, IN THE TOP OF THE WEST SIDE OF A 6 BY 8 FEET BOULDER PROJECTING
 CZ0735'ABOUT 4 FEET ABOVE THE GROUND, 193 FEET NORTHEAST OF THE CENTER LINE
 CZ0735'OF THE ROAD, 1.7 FEET EAST OF THE WEST END OF THE BOULDER, 1.5 FEET
 CZ0735'NORTH OF THE SOUTH EDGE OF THE BOULDER, AND ABOUT 25 FEET HIGHER THAN
 CZ0735'THE ROAD.
 CZ0735
 CZ0735                          STATION RECOVERY (1995)
 CZ0735
 CZ0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0735'MARK NOT FOUND.
 CZ0735
 CZ0735                          STATION RECOVERY (2001)
 CZ0735
 CZ0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0735'I RECOVERED THE MARKER AS DESCRIBED.  GPS MEASURED COORDINATES WERE
 CZ0735'N32 11 59.0, W111 06 53.3, ELEV. 2674 (WGS 84).  I TOOK PHOTOS OF THE
 CZ0735'SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0403 ***********************************************************************
 CZ0403  DESIGNATION -  C 292
 CZ0403  PID         -  CZ0403
 CZ0403  STATE/COUNTY-  AZ/PINAL
 CZ0403  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0403
 CZ0403                         *CURRENT SURVEY CONTROL
 CZ0403  ___________________________________________________________________
 CZ0403* NAD 83(1986)-  32 31 28.     (N)    111 27 42.     (W)     SCALED    
 CZ0403* NAVD 88     -       572.94   (+/-2cm)    1879.7    (feet)  VERTCON   
 CZ0403  ___________________________________________________________________
 CZ0403  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0403
 CZ0403.The horizontal coordinates were scaled from a topographic map and have
 CZ0403.an estimated accuracy of +/- 6 seconds.
 CZ0403
 CZ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0403.The vertical order pertains to the NGVD 29 superseded value.
 CZ0403
 CZ0403.The geoid height was determined by GEOID03.
 CZ0403
 CZ0403;                    North         East    Units  Estimated Accuracy
 CZ0403;SPC AZ C     -   169,110.      256,100.      MT  (+/- 180 meters Scaled)
 CZ0403
 CZ0403                          SUPERSEDED SURVEY CONTROL
 CZ0403
 CZ0403  NGVD 29 (??/??/92)  572.433  (m)         1878.06   (f) ADJ UNCH    2 0
 CZ0403
 CZ0403.Superseded values are not recommended for survey control.
 CZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0403.See file dsdata.txt to determine how the superseded data were derived.
 CZ0403
 CZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA566986(NAD 83)
 CZ0403_MARKER: DB = BENCH MARK DISK
 CZ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0403_STAMPING: C 292 1951
 CZ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0403+STABILITY: SURFACE MOTION
 CZ0403
 CZ0403  HISTORY     - Date     Condition        Report By
 CZ0403  HISTORY     - 1951     MONUMENTED       CGS
 CZ0403  HISTORY     - 1977     GOOD             USGS
 CZ0403
 CZ0403                          STATION DESCRIPTION
 CZ0403
 CZ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0403'8.9 MI W FROM RED ROCK.
 CZ0403'0.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0403'RAILROAD STATION AT RED ROCK, THENCE 8.7 MILES WEST ALONG A GRADED
 CZ0403'ROAD, ABOUT 127 YARDS SOUTHWEST OF THE WEST CORNER OF A WIRE FENCE
 CZ0403'AROUND A DIRT WATER TANK, 65 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 CZ0403'THE ROAD, 41 FEET NORTHEAST OF A PALO VERDE TREE, 2.6 FEET NORTHWEST
 CZ0403'OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN
 CZ0403'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CZ0403
 CZ0403                          STATION RECOVERY (1977)
 CZ0403
 CZ0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0403'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0403'STATION AT RED ROCK, THENCE 8.7 MI SW. ALONG SASCO RD. ABOUT 127 YDS
 CZ0403'SW. OF WEST CORNER OF DIRT WATER TANK. 63 FT SE. OF CENTERLINE OF
 CZ0403'RD., 41 FT NE. OF PALO VERDE TREE, 2.6 FT NW. OF WITNESS POST, ABOUT
 CZ0403'2 FT LOWER THAN RD. IN CONCRETE POST PROJECTING 0.8 FT. NGS DISK
 CZ0403'STAMPED C 292 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0587 ***********************************************************************
 CZ0587  DESIGNATION -  C 294
 CZ0587  PID         -  CZ0587
 CZ0587  STATE/COUNTY-  AZ/PINAL
 CZ0587  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0587
 CZ0587                         *CURRENT SURVEY CONTROL
 CZ0587  ___________________________________________________________________
 CZ0587* NAD 83(1986)-  32 29 56.     (N)    111 20 31.     (W)     SCALED    
 CZ0587* NAVD 88     -       571.74   (+/-2cm)    1875.8    (feet)  VERTCON   
 CZ0587  ___________________________________________________________________
 CZ0587  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0587
 CZ0587.The horizontal coordinates were scaled from a topographic map and have
 CZ0587.an estimated accuracy of +/- 6 seconds.
 CZ0587
 CZ0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0587.The vertical order pertains to the NGVD 29 superseded value.
 CZ0587
 CZ0587.The geoid height was determined by GEOID03.
 CZ0587
 CZ0587;                    North         East    Units  Estimated Accuracy
 CZ0587;SPC AZ C     -   166,330.      267,370.      MT  (+/- 180 meters Scaled)
 CZ0587
 CZ0587                          SUPERSEDED SURVEY CONTROL
 CZ0587
 CZ0587  NGVD 29 (??/??/92)  571.265  (m)         1874.23   (f) ADJ UNCH    2 0
 CZ0587
 CZ0587.Superseded values are not recommended for survey control.
 CZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0587.See file dsdata.txt to determine how the superseded data were derived.
 CZ0587
 CZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA678957(NAD 83)
 CZ0587_MARKER: DB = BENCH MARK DISK
 CZ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0587_STAMPING: C 294 1951
 CZ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0587+STABILITY: SURFACE MOTION
 CZ0587
 CZ0587  HISTORY     - Date     Condition        Report By
 CZ0587  HISTORY     - 1951     MONUMENTED       CGS
 CZ0587  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0587
 CZ0587                          STATION DESCRIPTION
 CZ0587
 CZ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0587'4.6 MI W FROM MARANA AIR BASE.
 CZ0587'0.1 MILE NORTHEAST ALONG THE STREET FROM THE CONTROL TOWER AT THE
 CZ0587'MARANA AIRPORT TO AN INTERSECTION, THENCE 1.9 MILE NORTHWEST AND WEST
 CZ0587'ALONG A ROAD LEADING TO THE SEWAGE DISPOSAL PLANT AND GATE TO THE
 CZ0587'SOUTH SIDE OF THE PLANT, THRU THE GATE 0.1 MILE WEST TO THE ROAD
 CZ0587'LEADING SOUTH, THENCE 1.45 MILES SOUTH AND WEST TO A T JUNCTION OF A
 CZ0587'ROAD LEADING SOUTH AND SOUTHEAST, THENCE 1.05 MILES SOUTHEAST ALONG
 CZ0587'THIS ROAD TO A WOODEN GATE, AT A WOODEN GATE ACROSS THE ROAD AT A Y
 CZ0587'JUNCTION, 56 FEET NORTHWEST OF THE CENTER OF THE FORKS OF THREE ROADS,
 CZ0587'22 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST
 CZ0587'THRU THE WOODEN GATE, 16.5 FEET NORTHEAST OF THE NORTHEAST IRON GATE
 CZ0587'POST, 1.4 FEET SOUTHEAST OF THE FENCE LINE, 2.2 FEET WEST OF THE
 CZ0587'WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD LEADING
 CZ0587'NORTHWEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CZ0587'ABOVE THE GROUND.
 CZ0587
 CZ0587                          STATION RECOVERY (1977)
 CZ0587
 CZ0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0816 ***********************************************************************
 CZ0816  DESIGNATION -  C 296
 CZ0816  PID         -  CZ0816
 CZ0816  STATE/COUNTY-  AZ/PIMA
 CZ0816  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0816
 CZ0816                         *CURRENT SURVEY CONTROL
 CZ0816  ___________________________________________________________________
 CZ0816* NAD 83(1986)-  32 08 03.     (N)    111 10 11.     (W)     SCALED    
 CZ0816* NAVD 88     -       740.69   (+/-2cm)    2430.1    (feet)  VERTCON   
 CZ0816  ___________________________________________________________________
 CZ0816  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0816
 CZ0816.The horizontal coordinates were scaled from a topographic map and have
 CZ0816.an estimated accuracy of +/- 6 seconds.
 CZ0816
 CZ0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0816.The vertical order pertains to the NGVD 29 superseded value.
 CZ0816
 CZ0816.The geoid height was determined by GEOID03.
 CZ0816
 CZ0816;                    North         East    Units  Estimated Accuracy
 CZ0816;SPC AZ C     -   125,990.      283,830.      MT  (+/- 180 meters Scaled)
 CZ0816
 CZ0816                          SUPERSEDED SURVEY CONTROL
 CZ0816
 CZ0816  NGVD 29 (??/??/92)  740.009  (m)         2427.85   (f) ADJ UNCH    2 0
 CZ0816
 CZ0816.Superseded values are not recommended for survey control.
 CZ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0816.See file dsdata.txt to determine how the superseded data were derived.
 CZ0816
 CZ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839553(NAD 83)
 CZ0816_MARKER: DB = BENCH MARK DISK
 CZ0816_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CZ0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0816_STAMPING: C 296 1951
 CZ0816_MARK LOGO: CGS   
 CZ0816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0816
 CZ0816  HISTORY     - Date     Condition        Report By
 CZ0816  HISTORY     - 1951     MONUMENTED       CGS
 CZ0816  HISTORY     - 1979     GOOD             LOCSUR
 CZ0816  HISTORY     - 19820615 GOOD             NGS
 CZ0816  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 CZ0816  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 CZ0816
 CZ0816                          STATION DESCRIPTION
 CZ0816
 CZ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0816'12.7 MI SW FROM TUCSON.
 CZ0816'12.7 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0816'STATE HIGHWAY 86, ACROSS THE HIGHWAY FROM THE MAIN ENTRANCE TO THE
 CZ0816'RYAN AIRPORT, 108 FEET SOUTHWEST OF AND ACROSS STATE HIGHWAY 86 FROM
 CZ0816'THE CENTER OF THE T JUNCTION OF THE DRIVE TO THE RYAN AIRPORT, 47 1/2
 CZ0816'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET
 CZ0816'NORTHWEST OF A POWER LINE POLE, 19 FEET SOUTHWEST OF A TELEPHONE POLE,
 CZ0816'2.4 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 CZ0816'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CZ0816'THE GROUND.
 CZ0816
 CZ0816                          STATION RECOVERY (1979)
 CZ0816
 CZ0816'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0816'RECOVERED IN GOOD CONDITION.
 CZ0816
 CZ0816                          STATION RECOVERY (1982)
 CZ0816
 CZ0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CZ0816'THE STATION IS LOCATED ALONG THE SOUTHEASTERLY EDGE OF STATE HIGHWAY
 CZ0816'86 (WEST AJO WAY) AT THE MAIN ENTRANCE OF RYAN FIELD AND BENEATH THE
 CZ0816'INTERSECTION OF TWO UTILITY LINES, 84.3 FT (25.7 M) EAST OF A ARIZONA
 CZ0816'86 HIGHWAY SIGN, 47.2 FT (14.4 M) SOUTHEAST OF THE CENTERLINE OF THE
 CZ0816'HIGHWAY, 24.4 FT (7.4 M) SOUTHWEST OF THE UTILITY POLE OF THE LINE
 CZ0816'THAT PARALLELS HIGHWAY 86, 22.1 FT (6.7 M) NORTHWEST OF THE UTILITY
 CZ0816'POLE 365 IN THE LINE THAT IS PERPENDICULAR TO THE HIGHWAY, AND 2.4 FT
 CZ0816'(0.7 M) NORTHEAST OF 2 FT (0.6 M) IN DIAMETER MASS OF CONCRETE THAT
 CZ0816'ONCE HELD A 4 BY 4 WOODEN WITNESS POST.  THE STATION IS MARKED WITH A
 CZ0816'STANDARD CGS BRONZE BENCH MARK DISK, STAMPED C 296 1951, SET IN THE
 CZ0816'TOP OF A 12 INCH CYLINDRICAL CONCRETE POST THAT IS ABOUT 0.4 FT (12.2
 CZ0816'CM) ABOVE THE SURFACE OF THE GROUND.  NOTE, LOST.  BELIEVED DESTROYED
 CZ0816'BY ROAD CONSTRUCTION.
 CZ0816
 CZ0816                          STATION RECOVERY (1995)
 CZ0816
 CZ0816'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0816'MARK NOT FOUND.
 CZ0816
 CZ0816                          STATION RECOVERY (1999)
 CZ0816
 CZ0816'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0039 ***********************************************************************
 DA0039  DESIGNATION -  C 298
 DA0039  PID         -  DA0039
 DA0039  STATE/COUNTY-  AZ/PINAL
 DA0039  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0039
 DA0039                         *CURRENT SURVEY CONTROL
 DA0039  ___________________________________________________________________
 DA0039* NAD 83(1986)-  32 37 51.     (N)    112 10 02.     (W)     SCALED    
 DA0039* NAVD 88     -       630.79   (+/-2cm)    2069.5    (feet)  VERTCON   
 DA0039  ___________________________________________________________________
 DA0039  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0039
 DA0039.The horizontal coordinates were scaled from a topographic map and have
 DA0039.an estimated accuracy of +/- 6 seconds.
 DA0039
 DA0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0039.The vertical order pertains to the NGVD 29 superseded value.
 DA0039
 DA0039.The geoid height was determined by GEOID03.
 DA0039
 DA0039;                    North         East    Units  Estimated Accuracy
 DA0039;SPC AZ C     -   180,840.      189,850.      MT  (+/- 180 meters Scaled)
 DA0039
 DA0039                          SUPERSEDED SURVEY CONTROL
 DA0039
 DA0039  NGVD 29 (??/??/92)  630.111  (m)         2067.29   (f) ADJ UNCH    2 0
 DA0039
 DA0039.Superseded values are not recommended for survey control.
 DA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0039.See file dsdata.txt to determine how the superseded data were derived.
 DA0039
 DA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB905109(NAD 83)
 DA0039_MARKER: DB = BENCH MARK DISK
 DA0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0039_STAMPING: C 298 1951
 DA0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0039+STABILITY: SURFACE MOTION
 DA0039
 DA0039  HISTORY     - Date     Condition        Report By
 DA0039  HISTORY     - 1951     MONUMENTED       CGS
 DA0039  HISTORY     - 1952     GOOD             NGS
 DA0039
 DA0039                          STATION DESCRIPTION
 DA0039
 DA0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0039'3.9 MI W FROM BITTER WELL.
 DA0039'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0039'0.7 MILE NORTHWEST ALONG A TRACK ROAD, AT THE INTERSECTION OF THE EL
 DA0039'PASO NATURAL GAS PINE LINE MAINTAINANCE ROAD, 35 1/2 FEET NORTHWEST OF
 DA0039'THE MAINTAINANCE ROAD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DA0039'TRACK ROAD, 1.4 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP
 DA0039'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 DA0039'LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1219 ***********************************************************************
 CZ1219  DESIGNATION -  C 299
 CZ1219  PID         -  CZ1219
 CZ1219  STATE/COUNTY-  AZ/PINAL
 CZ1219  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1219
 CZ1219                         *CURRENT SURVEY CONTROL
 CZ1219  ___________________________________________________________________
 CZ1219* NAD 83(1986)-  32 45 34.     (N)    111 53 13.     (W)     SCALED    
 CZ1219* NAVD 88     -       423.76   (+/-2cm)    1390.3    (feet)  VERTCON   
 CZ1219  ___________________________________________________________________
 CZ1219  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1219
 CZ1219.The horizontal coordinates were scaled from a topographic map and have
 CZ1219.an estimated accuracy of +/- 6 seconds.
 CZ1219
 CZ1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1219.The vertical order pertains to the NGVD 29 superseded value.
 CZ1219
 CZ1219.The geoid height was determined by GEOID03.
 CZ1219
 CZ1219;                    North         East    Units  Estimated Accuracy
 CZ1219;SPC AZ C     -   195,080.      216,150.      MT  (+/- 180 meters Scaled)
 CZ1219
 CZ1219                          SUPERSEDED SURVEY CONTROL
 CZ1219
 CZ1219  NGVD 29 (??/??/92)  423.158  (m)         1388.31   (f) ADJ UNCH    2 0
 CZ1219
 CZ1219.Superseded values are not recommended for survey control.
 CZ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1219.See file dsdata.txt to determine how the superseded data were derived.
 CZ1219
 CZ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169249(NAD 83)
 CZ1219_MARKER: DB = BENCH MARK DISK
 CZ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1219_STAMPING: C 299 1951
 CZ1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1219+STABILITY: SURFACE MOTION
 CZ1219
 CZ1219  HISTORY     - Date     Condition        Report By
 CZ1219  HISTORY     - 1951     MONUMENTED       CGS
 CZ1219  HISTORY     - 1952     GOOD             NGS
 CZ1219
 CZ1219                          STATION DESCRIPTION
 CZ1219
 CZ1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1219'4.3 MI N FROM COCKLEBUR.
 CZ1219'4.3 MILES NORTH ALONG A TRACK ROAD FROM THE WELL AT COCKLEBUR, AT THE
 CZ1219'TOP OF A SMALL RISE 0.75 MILES SOUTH OF THE CROSSING OF THE EASTWEST
 CZ1219'TRACK ROAD, 0.25 MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD
 CZ1219'LEADING NORTH, 32 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CZ1219'1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CZ1219'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0227 ***********************************************************************
 FQ0227  DESIGNATION -  C 3
 FQ0227  PID         -  FQ0227
 FQ0227  STATE/COUNTY-  AZ/COCONINO
 FQ0227  USGS QUAD   -  BELLEMONT (1980)
 FQ0227
 FQ0227                         *CURRENT SURVEY CONTROL
 FQ0227  ___________________________________________________________________
 FQ0227* NAD 83(1986)-  35 13 45.     (N)    111 48 46.     (W)     SCALED    
 FQ0227* NAVD 88     -      2174.491  (meters)    7134.14   (feet)  ADJUSTED  
 FQ0227  ___________________________________________________________________
 FQ0227  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0227  DYNAMIC HT  -        2171.411 (meters)    7124.04  (feet)  COMP
 FQ0227  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 FQ0227
 FQ0227  VERT ORDER  -  FIRST     CLASS II
 FQ0227
 FQ0227.The horizontal coordinates were scaled from a topographic map and have
 FQ0227.an estimated accuracy of +/- 6 seconds.
 FQ0227
 FQ0227.The orthometric height was determined by differential leveling
 FQ0227.and adjusted in June 1991.
 FQ0227
 FQ0227.The geoid height was determined by GEOID03.
 FQ0227
 FQ0227.The dynamic height is computed by dividing the NAVD 88
 FQ0227.geopotential number by the normal gravity value computed on the
 FQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0227.degrees latitude (g = 980.6199 gals.).
 FQ0227
 FQ0227.The modeled gravity was interpolated from observed gravity values.
 FQ0227
 FQ0227;                    North         East    Units  Estimated Accuracy
 FQ0227;SPC AZ C     -   469,000.      222,820.      MT  (+/- 180 meters Scaled)
 FQ0227
 FQ0227                          SUPERSEDED SURVEY CONTROL
 FQ0227
 FQ0227  NGVD 29 (??/??/92) 2173.483  (m)         7130.84   (f) ADJ UNCH    1 2
 FQ0227
 FQ0227.Superseded values are not recommended for survey control.
 FQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0227.See file dsdata.txt to determine how the superseded data were derived.
 FQ0227
 FQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD260987(NAD 83)
 FQ0227_MARKER: DB = BENCH MARK DISK
 FQ0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0227_SP_SET: ABUTMENT
 FQ0227_STAMPING: ELEV. 7130.835 FT
 FQ0227_MARK LOGO: CGS   
 FQ0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0227
 FQ0227  HISTORY     - Date     Condition        Report By
 FQ0227  HISTORY     - UNK      MONUMENTED       CGS
 FQ0227  HISTORY     - 1955     GOOD             NGS
 FQ0227  HISTORY     - 1958     GOOD             NGS
 FQ0227  HISTORY     - 1982     GOOD             NGS
 FQ0227  HISTORY     - 20000905 MARK NOT FOUND   NGS
 FQ0227
 FQ0227                          STATION DESCRIPTION
 FQ0227
 FQ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0227'1.3 MI E FROM BELLEMONT.
 FQ0227'1.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0227'THE STATION AT BELLEMONT, COCONINO COUNTY, 1 POLE EAST OF MILEPOST
 FQ0227'355, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE C 355,
 FQ0227'1 FOOT FROM THE FACE, 3 FEET FROM THE END  OF THE COPING STONE, AND 11
 FQ0227'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK,
 FQ0227'STAMPED ELEV. 7130.835 FT.
 FQ0227
 FQ0227                          STATION RECOVERY (1958)
 FQ0227
 FQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0227'RECOVERED IN GOOD CONDITION.
 FQ0227
 FQ0227                          STATION RECOVERY (1982)
 FQ0227
 FQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0227'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0227'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 2.7 KM (1.7 MI) WEST ALONG
 FQ0227'OLD US HIGHWAY 66, IN TOP OF THE NORTHEAST END OF THE NORTHWEST STONE
 FQ0227'ABUTMENT OF RAILROAD BRIDGE 355.0, 48.8 METERS (160 FT) SOUTH OF THE
 FQ0227'CENTERLINE OF THE HIGHWAY, 2.1 METERS (7 FT) NORTH OF THE NORTH RAIL,
 FQ0227'1 METER BELOW THE RAILS.
 FQ0227'THE MARK IS 2 M ABOVE THE HIGHWAY.
 FQ0227
 FQ0227                          STATION RECOVERY (2000)
 FQ0227
 FQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0227'THE MARK WAS FOUND WITH THE STEM OF THE DISK IN PLACE BUT THE DISK
 FQ0227'MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0700 ***********************************************************************
 DW0700  DESIGNATION -  C 30
 DW0700  PID         -  DW0700
 DW0700  STATE/COUNTY-  AZ/LA PAZ
 DW0700  USGS QUAD   -  QUARTZSITE (1990)
 DW0700
 DW0700                         *CURRENT SURVEY CONTROL
 DW0700  ___________________________________________________________________
 DW0700* NAD 83(1986)-  33 40 00.     (N)    114 13 03.     (W)     SCALED    
 DW0700* NAVD 88     -       267.23   (+/-2cm)     876.7    (feet)  VERTCON   
 DW0700  ___________________________________________________________________
 DW0700  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DW0700  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0700
 DW0700.The horizontal coordinates were scaled from a topographic map and have
 DW0700.an estimated accuracy of +/- 6 seconds.
 DW0700
 DW0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0700.The vertical order pertains to the NGVD 29 superseded value.
 DW0700
 DW0700.The geoid height was determined by GEOID03.
 DW0700
 DW0700;                    North         East    Units  Estimated Accuracy
 DW0700;SPC AZ W     -   295,790.      170,010.      MT  (+/- 180 meters Scaled)
 DW0700
 DW0700                          SUPERSEDED SURVEY CONTROL
 DW0700
 DW0700  NGVD 29 (??/??/??)  266.558  (m)          874.53   (f) ADJUSTED    1 2
 DW0700
 DW0700.Superseded values are not recommended for survey control.
 DW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0700.See file dsdata.txt to determine how the superseded data were derived.
 DW0700
 DW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT579286(NAD 83)
 DW0700_MARKER: DB = BENCH MARK DISK
 DW0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0700_STAMPING: C 30 1933
 DW0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0700+STABILITY: SURFACE MOTION
 DW0700
 DW0700  HISTORY     - Date     Condition        Report By
 DW0700  HISTORY     - 1933     MONUMENTED       CGS
 DW0700  HISTORY     - 1962     GOOD             NGS
 DW0700  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0700
 DW0700                          STATION DESCRIPTION
 DW0700
 DW0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0700'0.8 MI E FROM QUARTZSITE.
 DW0700'0.8 MILE EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0700'AT QUARTZSITE, AT THE JUNCTION OF U.S. HIGHWAY 95 SOUTH AND STATE
 DW0700'HIGHWAY 95 NORTH, 54 FEET NORTH OF THE CENTER OF HIGHWAY 60 AND
 DW0700'70, 24 FEET WEST OF THE CENTER OF STATE HIGHWAY 95 NORTH, 20
 DW0700'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE STATION,
 DW0700'AND IS ABOUT LEVEL WITH THE HIGHWAYS, AND IS SET IN TOP OF A
 DW0700'CONCRETE POST PROJECTING 1 INCH.
 DW0700
 DW0700                          STATION RECOVERY (1981)
 DW0700
 DW0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0700'NOT RECOVERED. NOTE-AREA DESCRIBED IS COVERED BY ASPHALT, MARK
 DW0700'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1355 ***********************************************************************
 CZ1355  DESIGNATION -  C 300
 CZ1355  PID         -  CZ1355
 CZ1355  STATE/COUNTY-  AZ/PINAL
 CZ1355  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1355
 CZ1355                         *CURRENT SURVEY CONTROL
 CZ1355  ___________________________________________________________________
 CZ1355* NAD 83(1986)-  32 33 20.     (N)    111 58 54.     (W)     SCALED    
 CZ1355* NAVD 88     -       496.29   (+/-2cm)    1628.2    (feet)  VERTCON   
 CZ1355  ___________________________________________________________________
 CZ1355  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ1355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1355
 CZ1355.The horizontal coordinates were scaled from a topographic map and have
 CZ1355.an estimated accuracy of +/- 6 seconds.
 CZ1355
 CZ1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1355.The vertical order pertains to the NGVD 29 superseded value.
 CZ1355
 CZ1355.The geoid height was determined by GEOID03.
 CZ1355
 CZ1355;                    North         East    Units  Estimated Accuracy
 CZ1355;SPC AZ C     -   172,470.      207,260.      MT  (+/- 180 meters Scaled)
 CZ1355
 CZ1355                          SUPERSEDED SURVEY CONTROL
 CZ1355
 CZ1355  NGVD 29 (??/??/92)  495.684  (m)         1626.26   (f) ADJ UNCH    2 0
 CZ1355
 CZ1355.Superseded values are not recommended for survey control.
 CZ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1355.See file dsdata.txt to determine how the superseded data were derived.
 CZ1355
 CZ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB078024(NAD 83)
 CZ1355_MARKER: DB = BENCH MARK DISK
 CZ1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1355_STAMPING: C 300 1952
 CZ1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1355+STABILITY: SURFACE MOTION
 CZ1355
 CZ1355  HISTORY     - Date     Condition        Report By
 CZ1355  HISTORY     - 1952     MONUMENTED       CGS
 CZ1355
 CZ1355                          STATION DESCRIPTION
 CZ1355
 CZ1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1355'4.3 MI E FROM QUAJOTE.
 CZ1355'4.3 MILES EAST ALONG A GRADED ROAD FROM THE WELL AT THE INDIAN VILLAGE
 CZ1355'OF QUAJOTE, ABOUT 135 YARDS NORTH OF AND ACROSS THE ROAD FROM A LONE
 CZ1355'GIANT CACTUS, 54 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.1
 CZ1355'FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1355'POST PROJECTING 0.5 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ1355'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0740 ***********************************************************************
 CZ0740  DESIGNATION -  C 301
 CZ0740  PID         -  CZ0740
 CZ0740  STATE/COUNTY-  AZ/PIMA
 CZ0740  USGS QUAD   -  AVRA (1992)
 CZ0740
 CZ0740                         *CURRENT SURVEY CONTROL
 CZ0740  ___________________________________________________________________
 CZ0740* NAD 83(1986)-  32 15 21.     (N)    111 12 26.     (W)     SCALED    
 CZ0740* NAVD 88     -       745.16   (+/-2cm)    2444.7    (feet)  VERTCON   
 CZ0740  ___________________________________________________________________
 CZ0740  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0740
 CZ0740.The horizontal coordinates were scaled from a topographic map and have
 CZ0740.an estimated accuracy of +/- 6 seconds.
 CZ0740
 CZ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0740.The vertical order pertains to the NGVD 29 superseded value.
 CZ0740
 CZ0740.The geoid height was determined by GEOID03.
 CZ0740
 CZ0740;                    North         East    Units  Estimated Accuracy
 CZ0740;SPC AZ C     -   139,450.      280,210.      MT  (+/- 180 meters Scaled)
 CZ0740
 CZ0740                          SUPERSEDED SURVEY CONTROL
 CZ0740
 CZ0740  NGVD 29 (??/??/92)  744.500  (m)         2442.58   (f) ADJ UNCH    2 0
 CZ0740
 CZ0740.Superseded values are not recommended for survey control.
 CZ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0740.See file dsdata.txt to determine how the superseded data were derived.
 CZ0740
 CZ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA804688(NAD 83)
 CZ0740_MARKER: DB = BENCH MARK DISK
 CZ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0740_STAMPING: C 301 1951
 CZ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0740+STABILITY: SURFACE MOTION
 CZ0740
 CZ0740  HISTORY     - Date     Condition        Report By
 CZ0740  HISTORY     - 1951     MONUMENTED       CGS
 CZ0740
 CZ0740                          STATION DESCRIPTION
 CZ0740
 CZ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0740'15.5 MI W FROM TUCSON.
 CZ0740'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0740'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0740'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION,
 CZ0740'THENCE 0.2 MILE WEST ALONG A DIRT ROAD LEADING TO DONNS FARM, 0.2 MILE
 CZ0740'WEST OF A T ROAD JUNCTION, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 CZ0740'ROAD, 2.2 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ0740'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CZ0740'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0435 ***********************************************************************
 CG0435  DESIGNATION -  C 302
 CG0435  PID         -  CG0435
 CG0435  STATE/COUNTY-  AZ/PIMA
 CG0435  USGS QUAD   -  LAS GUIJAS (1983)
 CG0435
 CG0435                         *CURRENT SURVEY CONTROL
 CG0435  ___________________________________________________________________
 CG0435* NAD 83(1986)-  31 41 36.     (N)    111 29 12.     (W)     SCALED    
 CG0435* NAVD 88     -      1055.85   (+/-2cm)    3464.1    (feet)  VERTCON   
 CG0435  ___________________________________________________________________
 CG0435  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CG0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0435
 CG0435.The horizontal coordinates were scaled from a topographic map and have
 CG0435.an estimated accuracy of +/- 6 seconds.
 CG0435
 CG0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0435.The vertical order pertains to the NGVD 29 superseded value.
 CG0435
 CG0435.The geoid height was determined by GEOID03.
 CG0435
 CG0435;                    North         East    Units  Estimated Accuracy
 CG0435;SPC AZ C     -    76,950.      254,120.      MT  (+/- 180 meters Scaled)
 CG0435
 CG0435                          SUPERSEDED SURVEY CONTROL
 CG0435
 CG0435  NGVD 29 (??/??/92) 1055.072  (m)         3461.52   (f) ADJ UNCH    2 0
 CG0435
 CG0435.Superseded values are not recommended for survey control.
 CG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0435.See file dsdata.txt to determine how the superseded data were derived.
 CG0435
 CG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA538065(NAD 83)
 CG0435_MARKER: DB = BENCH MARK DISK
 CG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0435_STAMPING: C 302 1951
 CG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0435+STABILITY: SURFACE MOTION
 CG0435
 CG0435  HISTORY     - Date     Condition        Report By
 CG0435  HISTORY     - 1951     MONUMENTED       CGS
 CG0435  HISTORY     - 1977     GOOD             USGS
 CG0435  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0435
 CG0435                          STATION DESCRIPTION
 CG0435
 CG0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0435'15.3 MI N FROM SASABE.
 CG0435'15.3 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0435'HOUSE AT SASABE, 0.35 MILE SOUTH OF THE COUNTY ROAD CAMP BUILDING, AND
 CG0435'ABOUT 330 FEET EAST OF A FENCE LINE RUNNING NORTH AND SOUTH, AND ABOUT
 CG0435'245 FEET EAST OF A POWER LINE POLE, 45 FEET EAST OF THE CENTER LINE OF
 CG0435'THE ROAD, 1.8 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CG0435'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0435'THE GROUND.
 CG0435
 CG0435                          STATION RECOVERY (1977)
 CG0435
 CG0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0435'....ALONG THE THREE POINTS-SASABE ROAD... SHOULD READ ....ALONG STATE
 CG0435'HWY. 286...
 CG0435
 CG0435                          STATION RECOVERY (2001)
 CG0435
 CG0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1297 ***********************************************************************
 CZ1297  DESIGNATION -  C 303
 CZ1297  PID         -  CZ1297
 CZ1297  STATE/COUNTY-  AZ/PINAL
 CZ1297  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1297
 CZ1297                         *CURRENT SURVEY CONTROL
 CZ1297  ___________________________________________________________________
 CZ1297* NAD 83(1986)-  32 44 55.     (N)    111 37 11.     (W)     SCALED    
 CZ1297* NAVD 88     -       467.661  (meters)    1534.32   (feet)  ADJUSTED  
 CZ1297  ___________________________________________________________________
 CZ1297  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ1297  DYNAMIC HT  -         467.074 (meters)    1532.39  (feet)  COMP
 CZ1297  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 CZ1297
 CZ1297  VERT ORDER  -  FIRST     CLASS II
 CZ1297
 CZ1297.The horizontal coordinates were scaled from a topographic map and have
 CZ1297.an estimated accuracy of +/- 6 seconds.
 CZ1297
 CZ1297.The orthometric height was determined by differential leveling
 CZ1297.and adjusted in November 1993.
 CZ1297
 CZ1297.The geoid height was determined by GEOID03.
 CZ1297
 CZ1297.The dynamic height is computed by dividing the NAVD 88
 CZ1297.geopotential number by the normal gravity value computed on the
 CZ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1297.degrees latitude (g = 980.6199 gals.).
 CZ1297
 CZ1297.The modeled gravity was interpolated from observed gravity values.
 CZ1297
 CZ1297;                    North         East    Units  Estimated Accuracy
 CZ1297;SPC AZ C     -   193,910.      241,190.      MT  (+/- 180 meters Scaled)
 CZ1297
 CZ1297                          SUPERSEDED SURVEY CONTROL
 CZ1297
 CZ1297  NGVD 29 (??/??/92)  468.847  (m)         1538.21   (f) ADJ UNCH    1 2
 CZ1297
 CZ1297.Superseded values are not recommended for survey control.
 CZ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1297.See file dsdata.txt to determine how the superseded data were derived.
 CZ1297
 CZ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419235(NAD 83)
 CZ1297_MARKER: DB = BENCH MARK DISK
 CZ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1297_SP_SET: CONCRETE POST
 CZ1297_STAMPING: C 303 1951
 CZ1297_MARK LOGO: CGS   
 CZ1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1297+STABILITY: SURFACE MOTION
 CZ1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1297+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1991
 CZ1297
 CZ1297  HISTORY     - Date     Condition        Report By
 CZ1297  HISTORY     - 1951     MONUMENTED       CGS
 CZ1297  HISTORY     - 1966     GOOD             NGS
 CZ1297  HISTORY     - 19911213 GOOD             NGS
 CZ1297  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1297
 CZ1297                          STATION DESCRIPTION
 CZ1297
 CZ1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1297'3.2 MI S FROM TOLTEC.
 CZ1297'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1297'RAILROAD STATION AT TOLTEC, THENCE 3 MILES SOUTH ALONG THE TOLTEC
 CZ1297'HIGHWAY AT THE INTERSECTION OF ALSDORF ROAD, AT THE NORTHWEST CORNER
 CZ1297'OF THE INTERSECTION, 77 FEET NORTH OF THE CENTER LINE OF ALSDORF ROAD,
 CZ1297'71.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK RANCH
 CZ1297'HOUSE, 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 1/2 FEET
 CZ1297'SOUTH OF THE CENTER LINE OF THE SOUTH DRIVEWAY TO THE RANCH HOUSE, 1.1
 CZ1297'FEET EAST OF A BOARD FENCE AROUND THE HOUSE, 2 FEET NORTH OF A WITNESS
 CZ1297'POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN A CONCRETE POST
 CZ1297'PROJECTING 0.3 FOOT.
 CZ1297
 CZ1297                          STATION RECOVERY (1966)
 CZ1297
 CZ1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1297'RECOVERED IN GOOD CONDITION.
 CZ1297
 CZ1297                          STATION RECOVERY (1991)
 CZ1297
 CZ1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1297'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1297'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1297'THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG TOLTEC ROAD, 22.2 M (72.8 FT)
 CZ1297'SOUTHEAST OF THE SOUTHEAST CORNER OF A PARTIALLY DESTROYED BRICK
 CZ1297'HOUSE, 22.1 M (72.5 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 12.1
 CZ1297'M (39.7 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FOOTING FOR
 CZ1297'AN ABANDONED WELL, 8.8 M (28.9 FT) WEST OF THE ROAD CENTERLINE, 2.3 M
 CZ1297'(7.5 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 CZ1297'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CZ1297
 CZ1297                          STATION RECOVERY (2007)
 CZ1297
 CZ1297'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1313 ***********************************************************************
 CZ1313  DESIGNATION -  C 304
 CZ1313  PID         -  CZ1313
 CZ1313  STATE/COUNTY-  AZ/PINAL
 CZ1313  USGS QUAD   -  ELOY NW (1981)
 CZ1313
 CZ1313                         *CURRENT SURVEY CONTROL
 CZ1313  ___________________________________________________________________
 CZ1313* NAD 83(1986)-  32 38 03.     (N)    111 40 20.     (W)     SCALED    
 CZ1313* NAVD 88     -       479.47   (+/-2cm)    1573.1    (feet)  VERTCON   
 CZ1313  ___________________________________________________________________
 CZ1313  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ1313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1313
 CZ1313.The horizontal coordinates were scaled from a topographic map and have
 CZ1313.an estimated accuracy of +/- 6 seconds.
 CZ1313
 CZ1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1313.The vertical order pertains to the NGVD 29 superseded value.
 CZ1313
 CZ1313.The geoid height was determined by GEOID03.
 CZ1313
 CZ1313;                    North         East    Units  Estimated Accuracy
 CZ1313;SPC AZ C     -   181,210.      236,300.      MT  (+/- 180 meters Scaled)
 CZ1313
 CZ1313                          SUPERSEDED SURVEY CONTROL
 CZ1313
 CZ1313  NGVD 29 (??/??/92)  478.914  (m)         1571.24   (f) ADJ UNCH    2 0
 CZ1313
 CZ1313.Superseded values are not recommended for survey control.
 CZ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1313.See file dsdata.txt to determine how the superseded data were derived.
 CZ1313
 CZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369109(NAD 83)
 CZ1313_MARKER: DB = BENCH MARK DISK
 CZ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1313_STAMPING: C 304 1951
 CZ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1313+STABILITY: SURFACE MOTION
 CZ1313
 CZ1313  HISTORY     - Date     Condition        Report By
 CZ1313  HISTORY     - 1951     MONUMENTED       CGS
 CZ1313  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1313  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1313  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ1313
 CZ1313                          STATION DESCRIPTION
 CZ1313
 CZ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1313'14.0 MI S FROM TOLTEC.
 CZ1313'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1313'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1313'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD, THENCE 0.8 MILE SOUTH
 CZ1313'ALONG A GRADED ROAD, NEAR TWO CONCRETE BLOCK BUILDINGS, 76.3 FEET
 CZ1313'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH BUILDING, 75 FEET WEST
 CZ1313'OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF A
 CZ1313'DRIVE WAY TO BUILDINGS, 9.8 FEET WEST OF THE WEST EDGE OF A CONCRETE
 CZ1313'NORTH-SOUTH IRRIGATION DITCH, 2.3 FEET SOUTH OF A TELEPHONE POLE, 1.8
 CZ1313'FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CZ1313'IN A CONCRETE POST PROJECTING 0.6 FOOT.
 CZ1313
 CZ1313                          STATION RECOVERY (1963)
 CZ1313
 CZ1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1313'MARK NOT FOUND.
 CZ1313
 CZ1313                          STATION RECOVERY (1977)
 CZ1313
 CZ1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1313'MARK NOT FOUND.
 CZ1313
 CZ1313                          STATION RECOVERY (2008)
 CZ1313
 CZ1313'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1313'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1313'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0469 ***********************************************************************
 CG0469  DESIGNATION -  C 305
 CG0469  PID         -  CG0469
 CG0469  STATE/COUNTY-  AZ/PIMA
 CG0469  USGS QUAD   -  PENITAS HILLS (1979)
 CG0469
 CG0469                         *CURRENT SURVEY CONTROL
 CG0469  ___________________________________________________________________
 CG0469* NAD 83(1986)-  31 48 51.     (N)    111 16 34.     (W)     SCALED    
 CG0469* NAVD 88     -      1119.25   (+/-2cm)    3672.1    (feet)  VERTCON   
 CG0469  ___________________________________________________________________
 CG0469  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CG0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0469
 CG0469.The horizontal coordinates were scaled from a topographic map and have
 CG0469.an estimated accuracy of +/- 6 seconds.
 CG0469
 CG0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0469.The vertical order pertains to the NGVD 29 superseded value.
 CG0469
 CG0469.The geoid height was determined by GEOID03.
 CG0469
 CG0469;                    North         East    Units  Estimated Accuracy
 CG0469;SPC AZ C     -    90,440.      274,000.      MT  (+/- 180 meters Scaled)
 CG0469
 CG0469                          SUPERSEDED SURVEY CONTROL
 CG0469
 CG0469  NGVD 29 (??/??/92) 1118.460  (m)         3669.48   (f) ADJ UNCH    2 0
 CG0469
 CG0469.Superseded values are not recommended for survey control.
 CG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0469.See file dsdata.txt to determine how the superseded data were derived.
 CG0469
 CG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA738198(NAD 83)
 CG0469_MARKER: DB = BENCH MARK DISK
 CG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0469_STAMPING: C 305 1951
 CG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0469+STABILITY: SURFACE MOTION
 CG0469
 CG0469  HISTORY     - Date     Condition        Report By
 CG0469  HISTORY     - 1951     MONUMENTED       CGS
 CG0469  HISTORY     - 1977     GOOD             USGS
 CG0469
 CG0469                          STATION DESCRIPTION
 CG0469
 CG0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0469'25.8 MI SE FROM THREE POINTS.
 CG0469'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0469'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 8.4
 CG0469'MILES EAST ALONG A TRACK ROAD, 0.7 MILE WEST OF AN INTERSECTION OF A
 CG0469'TRACK ROAD, 0.45 MILE EAST OF A T JUNCTION OF A TRACK ROAD LEADING
 CG0469'NORTH, 46 1/2 FEET SOUTH OF THE CENTER LINE OF A ROAD, 5.1 FEET SOUTH
 CG0469'OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 CG0469'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0469
 CG0469                          STATION RECOVERY (1977)
 CG0469
 CG0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0469'CHANGE SASABE RD. TO READ STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0651 ***********************************************************************
 CG0651  DESIGNATION -  C 306
 CG0651  PID         -  CG0651
 CG0651  STATE/COUNTY-  AZ/PIMA
 CG0651  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0651
 CG0651                         *CURRENT SURVEY CONTROL
 CG0651  ___________________________________________________________________
 CG0651* NAD 83(1986)-  31 54 37.     (N)    111 40 19.     (W)     SCALED    
 CG0651* NAVD 88     -      1036.09   (+/-2cm)    3399.2    (feet)  VERTCON   
 CG0651  ___________________________________________________________________
 CG0651  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CG0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0651
 CG0651.The horizontal coordinates were scaled from a topographic map and have
 CG0651.an estimated accuracy of +/- 6 seconds.
 CG0651
 CG0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0651.The vertical order pertains to the NGVD 29 superseded value.
 CG0651
 CG0651.The geoid height was determined by GEOID03.
 CG0651
 CG0651;                    North         East    Units  Estimated Accuracy
 CG0651;SPC AZ C     -   100,950.      236,510.      MT  (+/- 180 meters Scaled)
 CG0651
 CG0651                          SUPERSEDED SURVEY CONTROL
 CG0651
 CG0651  NGVD 29 (??/??/92) 1035.313  (m)         3396.69   (f) ADJ UNCH    2 0
 CG0651
 CG0651.Superseded values are not recommended for survey control.
 CG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0651.See file dsdata.txt to determine how the superseded data were derived.
 CG0651
 CG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA364306(NAD 83)
 CG0651_MARKER: DB = BENCH MARK DISK
 CG0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0651_STAMPING: C 306 1952
 CG0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0651+STABILITY: SURFACE MOTION
 CG0651
 CG0651  HISTORY     - Date     Condition        Report By
 CG0651  HISTORY     - 1952     MONUMENTED       CGS
 CG0651
 CG0651                          STATION DESCRIPTION
 CG0651
 CG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0651'20.45 MI E FROM SELLS.
 CG0651'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0651'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 7.35 MILES
 CG0651'SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, 0.05 MILE NORTHWEST OF A
 CG0651'POINT WHERE THE ROAD CROSSES A WASH, 29 FEET SOUTHWEST OF THE CENTER
 CG0651'LINE OF THE ROAD, 2.1 FEET NORTH OF THE WITNESS POST AND ABOUT LEVEL
 CG0651'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CG0651'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0792 ***********************************************************************
 CG0792  DESIGNATION -  C 307
 CG0792  PID         -  CG0792
 CG0792  STATE/COUNTY-  AZ/PIMA
 CG0792  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0792
 CG0792                         *CURRENT SURVEY CONTROL
 CG0792  ___________________________________________________________________
 CG0792* NAD 83(1986)-  31 48 51.     (N)    111 34 51.     (W)     SCALED    
 CG0792* NAVD 88     -      1463.22   (+/-2cm)    4800.6    (feet)  VERTCON   
 CG0792  ___________________________________________________________________
 CG0792  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0792
 CG0792.The horizontal coordinates were scaled from a topographic map and have
 CG0792.an estimated accuracy of +/- 6 seconds.
 CG0792
 CG0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0792.The vertical order pertains to the NGVD 29 superseded value.
 CG0792
 CG0792.The geoid height was determined by GEOID03.
 CG0792
 CG0792;                    North         East    Units  Estimated Accuracy
 CG0792;SPC AZ C     -    90,310.      245,160.      MT  (+/- 180 meters Scaled)
 CG0792
 CG0792                          SUPERSEDED SURVEY CONTROL
 CG0792
 CG0792  NGVD 29 (??/??/92) 1462.373  (m)         4797.80   (f) ADJ UNCH    2 0
 CG0792
 CG0792.Superseded values are not recommended for survey control.
 CG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0792.See file dsdata.txt to determine how the superseded data were derived.
 CG0792
 CG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA450199(NAD 83)
 CG0792_MARKER: DB = BENCH MARK DISK
 CG0792_SETTING: 66 = SET IN ROCK OUTCROP
 CG0792_SP_SET: ROCK OUTCROP
 CG0792_STAMPING: C 307 1952
 CG0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0792+STABILITY: POSITION/ELEVATION WELL
 CG0792
 CG0792  HISTORY     - Date     Condition        Report By
 CG0792  HISTORY     - 1952     MONUMENTED       CGS
 CG0792
 CG0792                          STATION DESCRIPTION
 CG0792
 CG0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0792'18.1 MI E FROM TOPAWA MISSION.
 CG0792'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0792'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD,
 CG0792'THENCE 2.8 MILES EAST ALONG FRESNAL CANYON ROAD, THENCE 3.6 MILES EAST
 CG0792'ALONG THE FRESNAL CANYON TRAIL (OLD IMPASSIBLE), 30.95 MILES SOUTHWEST
 CG0792'OF THREE POINTS, SET IN THE TOP OF AN OUTCROP LEVEL WITH THE GROUND,
 CG0792'43 FEET NORTHWEST OF THE SUMMIT, IN A SADDLE, 51 1/2 FEET EAST OF THE
 CG0792'CENTER OF THE TRAIL AND GATE OF PAPAGO INDIAN RESERVATION FENCE, 56.7
 CG0792'FEET EAST OF THE UNITED STATES GEOLOGICAL SURVEY CORRUGATED NAIL
 CG0792'WASHER, 6 FEET HIGHER THAN THE TRAIL AT GRAT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0100 ***********************************************************************
 CH0100  DESIGNATION -  C 308
 CH0100  PID         -  CH0100
 CH0100  STATE/COUNTY-  AZ/PIMA
 CH0100  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0100
 CH0100                         *CURRENT SURVEY CONTROL
 CH0100  ___________________________________________________________________
 CH0100* NAD 83(1986)-  31 55 54.     (N)    112 58 05.     (W)     SCALED    
 CH0100* NAVD 88     -       368.22   (+/-2cm)    1208.1    (feet)  VERTCON   
 CH0100  ___________________________________________________________________
 CH0100  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 CH0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0100
 CH0100.The horizontal coordinates were scaled from a topographic map and have
 CH0100.an estimated accuracy of +/- 6 seconds.
 CH0100
 CH0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0100.The vertical order pertains to the NGVD 29 superseded value.
 CH0100
 CH0100.The geoid height was determined by GEOID03.
 CH0100
 CH0100;                    North         East    Units  Estimated Accuracy
 CH0100;SPC AZ C     -   103,770.      113,950.      MT  (+/- 180 meters Scaled)
 CH0100
 CH0100                          SUPERSEDED SURVEY CONTROL
 CH0100
 CH0100  NGVD 29 (??/??/92)  367.514  (m)         1205.75   (f) ADJ UNCH    2 0
 CH0100
 CH0100.Superseded values are not recommended for survey control.
 CH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0100.See file dsdata.txt to determine how the superseded data were derived.
 CH0100
 CH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA139345(NAD 83)
 CH0100_MARKER: DB = BENCH MARK DISK
 CH0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0100_STAMPING: C 308 1952
 CH0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0100+STABILITY: SURFACE MOTION
 CH0100
 CH0100  HISTORY     - Date     Condition        Report By
 CH0100  HISTORY     - 1952     MONUMENTED       CGS
 CH0100
 CH0100                          STATION DESCRIPTION
 CH0100
 CH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0100'11.95 MI NW FROM LUKEVILLE.
 CH0100'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0100'LUKEVILLE TO JUNCTION, THENCE 11.0 MILES WEST ALONG THE ROAD LEADING
 CH0100'TO QUITOVOQUITO, 49 1/2 FEET NORTHEAST OF THE CENTERLINE OF ROAD, 2.5
 CH0100'FEET SOUTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3
 CH0100'FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0433 ***********************************************************************
 DA0433  DESIGNATION -  C 309
 DA0433  PID         -  DA0433
 DA0433  STATE/COUNTY-  AZ/PIMA
 DA0433  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0433
 DA0433                         *CURRENT SURVEY CONTROL
 DA0433  ___________________________________________________________________
 DA0433* NAD 83(1992)-  32 06 18.13607(N)    112 52 06.87738(W)     ADJUSTED  
 DA0433* NAVD 88     -       466.67   (+/-2cm)    1531.1    (feet)  VERTCON   
 DA0433  ___________________________________________________________________
 DA0433  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DA0433  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0433  HORZ ORDER  -  THIRD
 DA0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0433
 DA0433.The horizontal coordinates were established by classical geodetic methods
 DA0433.and adjusted by the National Geodetic Survey in August 1993.
 DA0433
 DA0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0433.The vertical order pertains to the NGVD 29 superseded value.
 DA0433
 DA0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0433
 DA0433.The geoid height was determined by GEOID03.
 DA0433
 DA0433;                    North         East     Units Scale Factor Converg.
 DA0433;SPC AZ C     -   122,909.918   123,520.864   MT  0.99999950   -0 30 21.4
 DA0433;SPC AZ C     -   403,247.76    405,252.18   iFT  0.99999950   -0 30 21.4
 DA0433;UTM  12      - 3,553,606.740   323,690.714   MT  0.99998336   -0 59 36.1
 DA0433
 DA0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0433!SPC AZ C     -   0.99993176  x   0.99999950  =   0.99993126
 DA0433!UTM  12      -   0.99993176  x   0.99998336  =   0.99991513
 DA0433
 DA0433:                Primary Azimuth Mark                     Grid Az
 DA0433:SPC AZ C     -  DEL                                      101 59 47.1
 DA0433:UTM  12      -  DEL                                      102 29 01.8
 DA0433
 DA0433|---------------------------------------------------------------------|
 DA0433| PID    Reference Object                     Distance      Geod. Az  |
 DA0433|                                                           dddmmss.s |
 DA0433| DA1521 DEL                                 APPROX. 7.8 KM 1012925.7 |
 DA0433|---------------------------------------------------------------------|
 DA0433
 DA0433                          SUPERSEDED SURVEY CONTROL
 DA0433
 DA0433  NAD 83(1986)-  32 06 18.11353(N)    112 52 06.89944(W) AD(       ) 3
 DA0433  NGVD 29 (??/??/92)  465.96   (m)         1528.7    (f) COMPUTED    2 0
 DA0433
 DA0433.Superseded values are not recommended for survey control.
 DA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0433.See file dsdata.txt to determine how the superseded data were derived.
 DA0433
 DA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2369153607(NAD 83)
 DA0433_MARKER: DB = BENCH MARK DISK
 DA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0433_STAMPING: C 309 1952
 DA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0433+STABILITY: SURFACE MOTION
 DA0433
 DA0433  HISTORY     - Date     Condition        Report By
 DA0433  HISTORY     - 1952     MONUMENTED       CGS
 DA0433  HISTORY     - 1962     GOOD             USGS
 DA0433
 DA0433                          STATION DESCRIPTION
 DA0433
 DA0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0433'32.65 MI NW FROM LUKEVILLE.
 DA0433'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0433'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0433'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA0433'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0433'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0433'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON TO A
 DA0433'JUNCTION, THENCE 2.8 MILES NORTHEAST AND NORTH ALONG A ROAD, 1.05
 DA0433'MILES SOUTH OF BM F 110, 48 1/2 FEET EAST OF THE CENTER OF A SMALL
 DA0433'WASH, 24 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH
 DA0433'OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND
 DA0433'SET IN A CONCRETE POST PROJECTING 0.3 FOOT.
 DA0433
 DA0433                          STATION RECOVERY (1962)
 DA0433
 DA0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA0433'DESCRIBED IN NGS LEVEL LINE.
 DA0433'
 DA0433'STATION MARK--NGS BM DISK STAMPED---C 309 1952---.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0163 ***********************************************************************
 ET0163  DESIGNATION -  C 31
 ET0163  PID         -  ET0163
 ET0163  STATE/COUNTY-  AZ/YAVAPAI
 ET0163  USGS QUAD   -  COTTONWOOD (1973)
 ET0163
 ET0163                         *CURRENT SURVEY CONTROL
 ET0163  ___________________________________________________________________
 ET0163* NAD 83(1986)-  34 42 32.     (N)    112 00 42.     (W)     SCALED    
 ET0163* NAVD 88     -      1062.154  (meters)    3484.75   (feet)  ADJUSTED  
 ET0163  ___________________________________________________________________
 ET0163  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 ET0163  DYNAMIC HT  -        1060.817 (meters)    3480.36  (feet)  COMP
 ET0163  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 ET0163
 ET0163  VERT ORDER  -  FIRST     CLASS II
 ET0163
 ET0163.The horizontal coordinates were scaled from a topographic map and have
 ET0163.an estimated accuracy of +/- 6 seconds.
 ET0163
 ET0163.The orthometric height was determined by differential leveling
 ET0163.and adjusted in June 1991.
 ET0163
 ET0163.The geoid height was determined by GEOID03.
 ET0163
 ET0163.The dynamic height is computed by dividing the NAVD 88
 ET0163.geopotential number by the normal gravity value computed on the
 ET0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0163.degrees latitude (g = 980.6199 gals.).
 ET0163
 ET0163.The modeled gravity was interpolated from observed gravity values.
 ET0163
 ET0163;                    North         East    Units  Estimated Accuracy
 ET0163;SPC AZ C     -   411,290.      204,660.      MT  (+/- 180 meters Scaled)
 ET0163
 ET0163                          SUPERSEDED SURVEY CONTROL
 ET0163
 ET0163  NGVD 29 (??/??/92) 1061.415  (m)         3482.33   (f) ADJ UNCH    1 2
 ET0163
 ET0163.Superseded values are not recommended for survey control.
 ET0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0163.See file dsdata.txt to determine how the superseded data were derived.
 ET0163
 ET0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD073412(NAD 83)
 ET0163_MARKER: DB = BENCH MARK DISK
 ET0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0163_STAMPING: 3482.326 C 31 1933
 ET0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0163+STABILITY: SURFACE MOTION
 ET0163
 ET0163  HISTORY     - Date     Condition        Report By
 ET0163  HISTORY     - 1933     MONUMENTED       CGS
 ET0163  HISTORY     - 1973     GOOD             USGS
 ET0163  HISTORY     - 20040501 MARK NOT FOUND   NGS
 ET0163  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ET0163
 ET0163                          STATION DESCRIPTION
 ET0163
 ET0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0163'3.7 MI SE FROM COTTONWOOD.
 ET0163'CONCRETE POST, AT SIDE OF HIGHWAY, 1.0 MILES SOUTH OF Y-JUNCTION OF
 ET0163'HIGHWAYS, ON FLAT, 0.2 MILES NORTH OF GULCH, 70 FEET WEST OF HIGHWAY
 ET0163'CENTER-LINE.
 ET0163
 ET0163                          STATION RECOVERY (1973)
 ET0163
 ET0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0163'FROM THE POST OFFICE, IN COTTONWOOD, YAVAPAI COUNTY, TRAVEL EAST AND
 ET0163'SOUTH 2.6 MILES TO A ROAD JUNCTION SOUTH. TURN RIGHT AND TRAVEL
 ET0163'SOUTHEAST ALONG THE ROAD 1.0 MILES TO STATION ON RIGHT. STATION IS ON
 ET0163'THE RIGHT BANK OF A CUT, 150 FEET NE OF A HOUSE, 73 FEET WEST OF THE
 ET0163'CENTERLINE OF THE ROAD AND ON THE WEST EDGE OF A DRIVEWAY. A STANDARD
 ET0163'USC & GS TABLET STAMPED "3482.326 C 31 1933" AND SET IN TOP OF A
 ET0163'CONCRETE POST
 ET0163
 ET0163                          STATION RECOVERY (2004)
 ET0163
 ET0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0163'MARK NOT FOUND.
 ET0163
 ET0163                          STATION RECOVERY (2005)
 ET0163
 ET0163'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0017 ***********************************************************************
 GP0017  DESIGNATION -  C 31
 GP0017  PID         -  GP0017
 GP0017  STATE/COUNTY-  AZ/NAVAJO
 GP0017  USGS QUAD   -  KAYENTA EAST (1968)
 GP0017
 GP0017                         *CURRENT SURVEY CONTROL
 GP0017  ___________________________________________________________________
 GP0017* NAD 83(2007)-  36 43 55.16241(N)    110 14 37.97388(W)     NO CHECK  
 GP0017* NAVD 88     -      1712.078  (meters)    5617.04   (feet)  ADJUSTED  
 GP0017  ___________________________________________________________________
 GP0017  EPOCH DATE  -        2007.00
 GP0017  X           -  -1,771,327.023 (meters)                     COMP
 GP0017  Y           -  -4,802,971.389 (meters)                     COMP
 GP0017  Z           -   3,794,609.651 (meters)                     COMP
 GP0017  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GP0017  ELLIP HEIGHT-        1691.566 (meters)          (02/10/07) NO CHECK
 GP0017  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 GP0017  DYNAMIC HT  -        1710.012 (meters)    5610.26  (feet)  COMP
 GP0017
 GP0017  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0017  Type    PID    Designation                      North   East  Ellip
 GP0017  -------------------------------------------------------------------
 GP0017  NETWORK GP0017 C 31                              0.53   0.41   1.59
 GP0017  -------------------------------------------------------------------
 GP0017  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 GP0017
 GP0017  VERT ORDER  -  FIRST     CLASS II
 GP0017
 GP0017.The horizontal coordinates were established by GPS observations
 GP0017.and adjusted by the National Geodetic Survey in February 2007.
 GP0017
 GP0017.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0017.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0017.No horizontal observational check was made to the station.
 GP0017.The horizontal coordinates are valid at the epoch date displayed above.
 GP0017.The epoch date for horizontal control is a decimal equivalence
 GP0017.of Year/Month/Day.
 GP0017
 GP0017.The orthometric height was determined by differential leveling
 GP0017.and adjusted in June 1991.
 GP0017
 GP0017.Photographs are available for this station.
 GP0017
 GP0017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0017
 GP0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0017
 GP0017.The ellipsoidal height was determined by GPS observations
 GP0017.and is referenced to NAD 83.
 GP0017
 GP0017.The geoid height was determined by GEOID03.
 GP0017
 GP0017.The dynamic height is computed by dividing the NAVD 88
 GP0017.geopotential number by the normal gravity value computed on the
 GP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0017.degrees latitude (g = 980.6199 gals.).
 GP0017
 GP0017.The modeled gravity was interpolated from observed gravity values.
 GP0017
 GP0017;                    North         East     Units Scale Factor Converg.
 GP0017;SPC AZ E     -   635,733.357   206,463.608   MT  0.99990059   -0 02 46.2
 GP0017;SPC AZ E     - 2,085,739.36    677,374.04   iFT  0.99990059   -0 02 46.2
 GP0017;UTM  12      - 4,065,408.207   567,512.389   MT  0.99965615   +0 27 08.0
 GP0017
 GP0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0017!SPC AZ E     -   0.99973460  x   0.99990059  =   0.99963522
 GP0017!UTM  12      -   0.99973460  x   0.99965615  =   0.99939084
 GP0017
 GP0017                          SUPERSEDED SURVEY CONTROL
 GP0017
 GP0017  NAD 83(1992)-  36 43 55.16210(N)    110 14 37.97373(W) AD(       ) 1
 GP0017  ELLIP H (01/17/05) 1691.560  (m)                       GP(       ) 4 1
 GP0017  NAVD 88 (01/17/05) 1712.08   (m)         5617.0    (f) LEVELING    3  
 GP0017  NGVD 29 (??/??/92) 1711.129  (m)         5613.93   (f) ADJ UNCH    1 2
 GP0017
 GP0017.Superseded values are not recommended for survey control.
 GP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0017.See file dsdata.txt to determine how the superseded data were derived.
 GP0017
 GP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6751265408(NAD 83)
 GP0017_MARKER: DB = BENCH MARK DISK
 GP0017_SETTING: 66 = SET IN ROCK OUTCROP
 GP0017_SP_SET: SANDSTONE OUTCROP
 GP0017_STAMPING: 5613.929 C 31. 1933
 GP0017_MARK LOGO: CGS   
 GP0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0017+STABILITY: POSITION/ELEVATION WELL
 GP0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0017+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GP0017
 GP0017  HISTORY     - Date     Condition        Report By
 GP0017  HISTORY     - 1933     MONUMENTED       CGS
 GP0017  HISTORY     - 1934     GOOD             NGS
 GP0017  HISTORY     - 1983     GOOD             NGS
 GP0017  HISTORY     - 20041109 GOOD             MSAM
 GP0017
 GP0017                          STATION DESCRIPTION
 GP0017
 GP0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0017'0.9 MI NE FROM KAYENTA.
 GP0017'0.9 MILE NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0017'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, IN THE TOP OF THE
 GP0017'SOUTH END OF A PROMINENT SANDSTONE OUTCROP, 20 FEET NORTH OF THE
 GP0017'CENTERLINE OF THE ROAD, AND 1-1/2 FEET HIGHER THAN THE ROAD.  A
 GP0017'STANDARD DISK, STAMPED 5613.929 C 31. 1933.
 GP0017
 GP0017                          STATION RECOVERY (1983)
 GP0017
 GP0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0017'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.5 KM
 GP0017'(2.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0017'U.S. HIGHWAY 160 IN KAYENTA, IN THE SOUTHWEST END OF A 300- BY
 GP0017'900-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 89.6 METERS (294.0 FT)
 GP0017'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.8 METERS (61.7 FT)
 GP0017'SOUTHWEST OF A FENCE, 13.8 METERS (45.3 FT) EAST OF THE WEST EDGE OF
 GP0017'THE OUTCROP, 11.6 METERS (38.1 FT) NORTHEAST OF A FENCE CORNER,
 GP0017'6.9 METERS (22.6 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP, AND
 GP0017'5.0 METERS (16.4 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 GP0017'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 GP0017'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0017
 GP0017                          STATION RECOVERY (2004)
 GP0017
 GP0017'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 GP0017'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2004
 GP0017'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0905 ***********************************************************************
 CZ0905  DESIGNATION -  C 310
 CZ0905  PID         -  CZ0905
 CZ0905  STATE/COUNTY-  AZ/PIMA
 CZ0905  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0905
 CZ0905                         *CURRENT SURVEY CONTROL
 CZ0905  ___________________________________________________________________
 CZ0905* NAD 83(1986)-  32 25 49.     (N)    111 34 10.     (W)     SCALED    
 CZ0905* NAVD 88     -       691.78   (+/-2cm)    2269.6    (feet)  VERTCON   
 CZ0905  ___________________________________________________________________
 CZ0905  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0905
 CZ0905.The horizontal coordinates were scaled from a topographic map and have
 CZ0905.an estimated accuracy of +/- 6 seconds.
 CZ0905
 CZ0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0905.The vertical order pertains to the NGVD 29 superseded value.
 CZ0905
 CZ0905.The geoid height was determined by GEOID03.
 CZ0905
 CZ0905;                    North         East    Units  Estimated Accuracy
 CZ0905;SPC AZ C     -   158,630.      246,010.      MT  (+/- 180 meters Scaled)
 CZ0905
 CZ0905                          SUPERSEDED SURVEY CONTROL
 CZ0905
 CZ0905  NGVD 29 (??/??/92)  691.207  (m)         2267.74   (f) ADJ UNCH    2 0
 CZ0905
 CZ0905.Superseded values are not recommended for survey control.
 CZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0905.See file dsdata.txt to determine how the superseded data were derived.
 CZ0905
 CZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA464882(NAD 83)
 CZ0905_MARKER: DB = BENCH MARK DISK
 CZ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0905_STAMPING: C 310 1952
 CZ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0905+STABILITY: SURFACE MOTION
 CZ0905
 CZ0905  HISTORY     - Date     Condition        Report By
 CZ0905  HISTORY     - 1952     MONUMENTED       CGS
 CZ0905
 CZ0905                          STATION DESCRIPTION
 CZ0905
 CZ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0905'0.75 MI W FROM SILVER BELL CEMETERY.
 CZ0905'0.75 MILE WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY, AT
 CZ0905'THE Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, ON A SLIGHT DOWN
 CZ0905'GRADE GOING SOUTHWEST, AT A SMALL CLEARING, 70 FEET SOUTHWEST OF THE
 CZ0905'CENTER OF THE JUNCTION, 20 FEET NORTHWEST OF THE CENTER LINE ABOUT
 CZ0905'LEVEL WITH THE MAIN ROAD, 2.9 FEET SOUTH OF A WITNESS POST, AND SET IN
 CZ0905'A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0935 ***********************************************************************
 CZ0935  DESIGNATION -  C 311
 CZ0935  PID         -  CZ0935
 CZ0935  STATE/COUNTY-  AZ/PIMA
 CZ0935  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0935
 CZ0935                         *CURRENT SURVEY CONTROL
 CZ0935  ___________________________________________________________________
 CZ0935* NAD 83(1986)-  32 19 05.     (N)    111 56 22.     (W)     SCALED    
 CZ0935* NAVD 88     -       543.37   (+/-2cm)    1782.7    (feet)  VERTCON   
 CZ0935  ___________________________________________________________________
 CZ0935  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CZ0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0935
 CZ0935.The horizontal coordinates were scaled from a topographic map and have
 CZ0935.an estimated accuracy of +/- 6 seconds.
 CZ0935
 CZ0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0935.The vertical order pertains to the NGVD 29 superseded value.
 CZ0935
 CZ0935.The geoid height was determined by GEOID03.
 CZ0935
 CZ0935;                    North         East    Units  Estimated Accuracy
 CZ0935;SPC AZ C     -   146,130.      211,220.      MT  (+/- 180 meters Scaled)
 CZ0935
 CZ0935                          SUPERSEDED SURVEY CONTROL
 CZ0935
 CZ0935  NGVD 29 (??/??/92)  542.749  (m)         1780.67   (f) ADJ UNCH    2 0
 CZ0935
 CZ0935.Superseded values are not recommended for survey control.
 CZ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0935.See file dsdata.txt to determine how the superseded data were derived.
 CZ0935
 CZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA115760(NAD 83)
 CZ0935_MARKER: DB = BENCH MARK DISK
 CZ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0935_STAMPING: C 311 1952
 CZ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0935+STABILITY: SURFACE MOTION
 CZ0935
 CZ0935  HISTORY     - Date     Condition        Report By
 CZ0935  HISTORY     - 1952     MONUMENTED       CGS
 CZ0935
 CZ0935                          STATION DESCRIPTION
 CZ0935
 CZ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0935'5.85 MI E FROM SANTA ROSA.
 CZ0935'5.85 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0935'0.7 MILE EAST OF THE EAST EDGE OF A LARGE CLEARING, AT A WATER SOAKED
 CZ0935'BOTTOM LAND SPOTTED WITH MESQUITE, AT A SMALL CLEARING, 45 1/2 FEET
 CZ0935'NORTH OF AND ACROSS THE ROAD FROM A LONE FORKED IRONWOOD TREE, 16 FEET
 CZ0935'NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.8 FEET
 CZ0935'EAST OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ0935'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0401 ***********************************************************************
 DA0401  DESIGNATION -  C 312
 DA0401  PID         -  DA0401
 DA0401  STATE/COUNTY-  AZ/PIMA
 DA0401  USGS QUAD   -  BATES WELL (1990)
 DA0401
 DA0401                         *CURRENT SURVEY CONTROL
 DA0401  ___________________________________________________________________
 DA0401* NAD 83(1986)-  32 08 33.     (N)    112 58 49.     (W)     SCALED    
 DA0401* NAVD 88     -       393.91   (+/-2cm)    1292.4    (feet)  VERTCON   
 DA0401  ___________________________________________________________________
 DA0401  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0401
 DA0401.The horizontal coordinates were scaled from a topographic map and have
 DA0401.an estimated accuracy of +/- 6 seconds.
 DA0401
 DA0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0401.The vertical order pertains to the NGVD 29 superseded value.
 DA0401
 DA0401.The geoid height was determined by GEOID03.
 DA0401
 DA0401;                    North         East    Units  Estimated Accuracy
 DA0401;SPC AZ C     -   127,160.      113,020.      MT  (+/- 180 meters Scaled)
 DA0401
 DA0401                          SUPERSEDED SURVEY CONTROL
 DA0401
 DA0401  NGVD 29 (??/??/92)  393.218  (m)         1290.08   (f) ADJ UNCH    2 0
 DA0401
 DA0401.Superseded values are not recommended for survey control.
 DA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0401.See file dsdata.txt to determine how the superseded data were derived.
 DA0401
 DA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA132579(NAD 83)
 DA0401_MARKER: DB = BENCH MARK DISK
 DA0401_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0401+WITH SETTING: INTO GROUND
 DA0401_STAMPING: C 312 1952
 DA0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0401+STABILITY: SURFACE MOTION
 DA0401
 DA0401  HISTORY     - Date     Condition        Report By
 DA0401  HISTORY     - 1952     MONUMENTED       CGS
 DA0401
 DA0401                          STATION DESCRIPTION
 DA0401
 DA0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0401'31.5 MI NW FROM LUKEVILLE.
 DA0401'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0401'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 DA0401'JUNCTION, THENCE 14.35 MILES NORTH ALONG BATES WELL ROAD TO Y
 DA0401'JUNCTION, THENCE 2.15 MILE NORTHEAST ALONG THE OLD (VERY DIM) BATES
 DA0401'WELL ROAD, 23 1/2 FEET NORTHWEST OF THE CENTERLINE OF ROAD, 2.2 FEET
 DA0401'SOUTH OF THE WITNESS POST, A BRONZE DISK BRAZED ON TOP OF A 3 INCH
 DA0401'IRON PIPE PROJECTING 0.7 FOOT AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0003 ***********************************************************************
 CG0003  DESIGNATION -  C 313
 CG0003  PID         -  CG0003
 CG0003  STATE/COUNTY-  AZ/PIMA
 CG0003  USGS QUAD   -  MESCAL (1983)
 CG0003
 CG0003                         *CURRENT SURVEY CONTROL
 CG0003  ___________________________________________________________________
 CG0003* NAD 83(1986)-  31 58 45.     (N)    110 29 06.     (W)     SCALED    
 CG0003* NAVD 88     -      1193.93   (+/-2cm)    3917.1    (feet)  VERTCON   
 CG0003  ___________________________________________________________________
 CG0003  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0003
 CG0003.The horizontal coordinates were scaled from a topographic map and have
 CG0003.an estimated accuracy of +/- 6 seconds.
 CG0003
 CG0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0003.The vertical order pertains to the NGVD 29 superseded value.
 CG0003
 CG0003.The geoid height was determined by GEOID03.
 CG0003
 CG0003;                    North         East    Units  Estimated Accuracy
 CG0003;SPC AZ C     -   109,450.      348,670.      MT  (+/- 180 meters Scaled)
 CG0003
 CG0003                          SUPERSEDED SURVEY CONTROL
 CG0003
 CG0003  NGVD 29 (??/??/92) 1193.128  (m)         3914.45   (f) ADJ UNCH    1 2
 CG0003
 CG0003.Superseded values are not recommended for survey control.
 CG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0003.See file dsdata.txt to determine how the superseded data were derived.
 CG0003
 CG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA486382(NAD 83)
 CG0003_MARKER: DB = BENCH MARK DISK
 CG0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0003_SP_SET: ABUTMENT
 CG0003_STAMPING: C 313 1952
 CG0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0003
 CG0003  HISTORY     - Date     Condition        Report By
 CG0003  HISTORY     - 1952     MONUMENTED       CGS
 CG0003
 CG0003                          STATION DESCRIPTION
 CG0003
 CG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0003'3.0 MI W FROM MESCAL.
 CG0003'3.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0003'MESCAL, 0.3 MILE EAST OF CULVERT 1020.25, AT A BRIDGE OVER A WIDE
 CG0003'WASH, SET IN TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, 6.4
 CG0003'FEET NORTH OF THE NORTH RAIL, 2.1 FEET EAST OF THE WEST END OF THE
 CG0003'WOODEN CURBING, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0412 ***********************************************************************
 ES0412  DESIGNATION -  C 314
 ES0412  PID         -  ES0412
 ES0412  STATE/COUNTY-  AZ/YAVAPAI
 ES0412  USGS QUAD   -  DUGAS (1967)
 ES0412
 ES0412                         *CURRENT SURVEY CONTROL
 ES0412  ___________________________________________________________________
 ES0412* NAD 83(1986)-  34 15 27.     (N)    111 57 41.     (W)     SCALED    
 ES0412* NAVD 88     -      1204.84   (+/-2cm)    3952.9    (feet)  VERTCON   
 ES0412  ___________________________________________________________________
 ES0412  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 ES0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0412
 ES0412.The horizontal coordinates were scaled from a topographic map and have
 ES0412.an estimated accuracy of +/- 6 seconds.
 ES0412
 ES0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0412.The vertical order pertains to the NGVD 29 superseded value.
 ES0412
 ES0412.The geoid height was determined by GEOID03.
 ES0412
 ES0412;                    North         East    Units  Estimated Accuracy
 ES0412;SPC AZ C     -   361,220.      209,240.      MT  (+/- 180 meters Scaled)
 ES0412
 ES0412                          SUPERSEDED SURVEY CONTROL
 ES0412
 ES0412  NGVD 29 (??/??/92) 1204.140  (m)         3950.58   (f) ADJ UNCH    2 0
 ES0412
 ES0412.Superseded values are not recommended for survey control.
 ES0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0412.See file dsdata.txt to determine how the superseded data were derived.
 ES0412
 ES0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC114911(NAD 83)
 ES0412_MARKER: DB = BENCH MARK DISK
 ES0412_SETTING: 66 = SET IN ROCK OUTCROP
 ES0412_SP_SET: GRANTE OUTCROP
 ES0412_STAMPING: C 314 1952
 ES0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0412+STABILITY: POSITION/ELEVATION WELL
 ES0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0412+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0412
 ES0412  HISTORY     - Date     Condition        Report By
 ES0412  HISTORY     - 1952     MONUMENTED       CGS
 ES0412  HISTORY     - 20090220 GOOD             GEOCAC
 ES0412
 ES0412                          STATION DESCRIPTION
 ES0412
 ES0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0412'10.8 MI S FROM DUGAS.
 ES0412'2.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 8.8
 ES0412'MILES SOUTH ALONG A DIM TRACK ROAD, 0.1 MILE SOUTH OF THE CROSSING OF
 ES0412'A STREAM, ABOUT 45 YARDS NORTHEAST OF A DUAL POWER LINE POLE, IN TOP
 ES0412'OF THE CENTER OF A 7-FOOT BY 5-FOOT GRANITE OUTCROP PROJECTING 2 FEET
 ES0412'ABOVE THE GROUND, 73 1/2 FEET EAST OF A POINT DIRECTLY UNDER THE EAST
 ES0412'POWER LINE WIRE, 38 1/2 FEET EAST OF THE CENTER LINE OF AND ABOUT
 ES0412'LEVEL WITH THE ROAD.
 ES0412
 ES0412                          STATION RECOVERY (2009)
 ES0412
 ES0412'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0412'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0412'THE DESCRIPTION - THE DUAL POWER LINE POLES ARE GONE, THE DIM TRACK
 ES0412'ROAD IS NOW A GRADED ROAD CALLED THE GREAT WESTERN TRAIL, AND THE MARK
 ES0412'IS LOCATED WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0090 ***********************************************************************
 CZ0090  DESIGNATION -  C 315
 CZ0090  PID         -  CZ0090
 CZ0090  STATE/COUNTY-  AZ/PIMA
 CZ0090  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0090
 CZ0090                         *CURRENT SURVEY CONTROL
 CZ0090  ___________________________________________________________________
 CZ0090* NAD 83(1986)-  32 08 16.     (N)    110 44 02.     (W)     SCALED    
 CZ0090* NAVD 88     -       876.35   (+/-2cm)    2875.2    (feet)  VERTCON   
 CZ0090  ___________________________________________________________________
 CZ0090  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CZ0090  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0090
 CZ0090.The horizontal coordinates were scaled from a topographic map and have
 CZ0090.an estimated accuracy of +/- 6 seconds.
 CZ0090
 CZ0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0090.The vertical order pertains to the NGVD 29 superseded value.
 CZ0090
 CZ0090.The geoid height was determined by GEOID03.
 CZ0090
 CZ0090;                    North         East    Units  Estimated Accuracy
 CZ0090;SPC AZ C     -   126,760.      324,950.      MT  (+/- 180 meters Scaled)
 CZ0090
 CZ0090                          SUPERSEDED SURVEY CONTROL
 CZ0090
 CZ0090  NGVD 29 (??/??/92)  875.645  (m)         2872.85   (f) ADJ UNCH    1 2
 CZ0090
 CZ0090.Superseded values are not recommended for survey control.
 CZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0090.See file dsdata.txt to determine how the superseded data were derived.
 CZ0090
 CZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA250557(NAD 83)
 CZ0090_MARKER: DB = BENCH MARK DISK
 CZ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0090_STAMPING: C 315 1952
 CZ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0090+STABILITY: SURFACE MOTION
 CZ0090
 CZ0090  HISTORY     - Date     Condition        Report By
 CZ0090  HISTORY     - 1952     MONUMENTED       CGS
 CZ0090  HISTORY     - 1976     MARK NOT FOUND   USGS
 CZ0090  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 CZ0090
 CZ0090                          STATION DESCRIPTION
 CZ0090
 CZ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0090'IN THUNDERHEAD RANCH.
 CZ0090'AT THE THUNDERHEAD RANCH AND DIRT AIRPORT, AT THE WEST END OF THE
 CZ0090'EAST-WEST DIRT RUNWAY, 0.1 MILE SOUTH OF THE ENTRANCE OF THE
 CZ0090'THUNDERHEAD RANCH, IN LINE WITH THE PROLOGATION OF THE NORTH EDGE OF
 CZ0090'THE RUNWAY, 84 FEET WEST OF THE NORTHWEST CORNER OF THE RUNWAY, 29
 CZ0090'FEET NORTHEAST OF THE CENTERLINE OF A GRADED COUNTY ROAD, 2.6 FEET
 CZ0090'SOUTHWEST OF THE WITNESS POST, 1.8 FEET EAST OF A FENCE, AND SET IN A
 CZ0090'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND AND ABOUT LEVEL
 CZ0090'WITH THE RUNWAY.
 CZ0090
 CZ0090                          STATION RECOVERY (1976)
 CZ0090
 CZ0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CZ0090'MARK NOT FOUND.
 CZ0090
 CZ0090                          STATION RECOVERY (2006)
 CZ0090
 CZ0090'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0090'MARKER WAS LAST SEEN IN 1952 BUT THE RUNWAY IS NO LONGER PRESENT.
 CZ0090'WITNESS POST NO LONGER PRESENT. FENCE NO LONGER PRESENT. AREA HAS
 CZ0090'FLOODED IN THE PAST SO THE MARKER MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0303 ***********************************************************************
 ET0303  DESIGNATION -  C 316
 ET0303  PID         -  ET0303
 ET0303  STATE/COUNTY-  AZ/YAVAPAI
 ET0303  USGS QUAD   -  CLEATOR (1974)
 ET0303
 ET0303                         *CURRENT SURVEY CONTROL
 ET0303  ___________________________________________________________________
 ET0303* NAD 83(1986)-  34 22 11.     (N)    112 10 32.     (W)     SCALED    
 ET0303* NAVD 88     -      1259.26   (+/-2cm)    4131.4    (feet)  VERTCON   
 ET0303  ___________________________________________________________________
 ET0303  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 ET0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0303
 ET0303.The horizontal coordinates were scaled from a topographic map and have
 ET0303.an estimated accuracy of +/- 6 seconds.
 ET0303
 ET0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0303.The vertical order pertains to the NGVD 29 superseded value.
 ET0303
 ET0303.The geoid height was determined by GEOID03.
 ET0303
 ET0303;                    North         East    Units  Estimated Accuracy
 ET0303;SPC AZ C     -   373,690.      189,550.      MT  (+/- 180 meters Scaled)
 ET0303
 ET0303                          SUPERSEDED SURVEY CONTROL
 ET0303
 ET0303  NGVD 29 (??/??/92) 1258.524  (m)         4129.01   (f) ADJ UNCH    2 0
 ET0303
 ET0303.Superseded values are not recommended for survey control.
 ET0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0303.See file dsdata.txt to determine how the superseded data were derived.
 ET0303
 ET0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD919037(NAD 83)
 ET0303_MARKER: DB = BENCH MARK DISK
 ET0303_SETTING: 66 = SET IN ROCK OUTCROP
 ET0303_SP_SET: ROCK OUTCROP
 ET0303_STAMPING: C 316 1952
 ET0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0303+STABILITY: POSITION/ELEVATION WELL
 ET0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0303+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0303
 ET0303  HISTORY     - Date     Condition        Report By
 ET0303  HISTORY     - 1952     MONUMENTED       CGS
 ET0303  HISTORY     - 1974     GOOD             USGS
 ET0303  HISTORY     - 20040808 GOOD             USPSQD
 ET0303  HISTORY     - 20080613 GOOD             GEOCAC
 ET0303
 ET0303                          STATION DESCRIPTION
 ET0303
 ET0303'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0303'4.7 MI SE FROM MAYER.
 ET0303'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0303'MAYER, THENCE 0.5 MILE EAST ALONG GRADED COUNTY ROAD, AT THE JUNCTION
 ET0303'OF THE COUNTY ROAD AND OLD TRACK ROAD LEADING NORTH, ON THE TOP OF AND
 ET0303'IN THE NORTHWEST EAST CORNER OF A 7-FOOT ROCK OUTCROP, 249 FEET WEST
 ET0303'OF THE NORTHWEST CORNER OF A CATTLE GUARD, 112 FEET NORTH OF THE
 ET0303'CENTER LINE OF THE COUNTY ROAD, 25 FEET WEST OF THE CENTER LINE OF OLD
 ET0303'TRACK ROAD, AND ABOUT 9 FEET HIGHER THAN THE COUNTY ROAD.
 ET0303
 ET0303                          STATION RECOVERY (2004)
 ET0303
 ET0303'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0303'MARK LOCATED IN GOOD SHAPE.
 ET0303
 ET0303                          STATION RECOVERY (2008)
 ET0303
 ET0303'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0303'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0303'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS OLD SYCAMORE ROAD, AND
 ET0303'THE MARK IS 2.6 FEET WEST OF A BARBWIRE FENCE. HANDHELD COORDINATES
 ET0303'34 22 11.9 (N)   112 10 31.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0058 ***********************************************************************
 CZ0058  DESIGNATION -  C 317
 CZ0058  PID         -  CZ0058
 CZ0058  STATE/COUNTY-  AZ/PIMA
 CZ0058  USGS QUAD   -  TUCSON (1992)
 CZ0058
 CZ0058                         *CURRENT SURVEY CONTROL
 CZ0058  ___________________________________________________________________
 CZ0058* NAD 83(2007)-  32 08 44.70834(N)    110 53 10.04420(W)     ADJUSTED  
 CZ0058* NAVD 88     -       813.339  (meters)    2668.43   (feet)  ADJUSTED  
 CZ0058  ___________________________________________________________________
 CZ0058  EPOCH DATE  -        2007.00
 CZ0058  X           -  -1,927,352.342 (meters)                     COMP
 CZ0058  Y           -  -5,050,907.142 (meters)                     COMP
 CZ0058  Z           -   3,374,544.042 (meters)                     COMP
 CZ0058  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CZ0058  ELLIP HEIGHT-         784.096 (meters)          (02/10/07) ADJUSTED
 CZ0058  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CZ0058  DYNAMIC HT  -         812.192 (meters)    2664.67  (feet)  COMP
 CZ0058
 CZ0058  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0058  Type    PID    Designation                      North   East  Ellip
 CZ0058  -------------------------------------------------------------------
 CZ0058  NETWORK CZ0058 C 317                             0.51   0.69   1.69
 CZ0058  -------------------------------------------------------------------
 CZ0058  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 CZ0058  OBS GRAVITY -     979,203.8   (mgal)                       GRAV_OBS
 CZ0058
 CZ0058  VERT ORDER  -  FIRST     CLASS II
 CZ0058
 CZ0058.The horizontal coordinates were established by GPS observations
 CZ0058.and adjusted by the National Geodetic Survey in February 2007.
 CZ0058
 CZ0058.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0058.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0058.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0058.The epoch date for horizontal control is a decimal equivalence
 CZ0058.of Year/Month/Day.
 CZ0058
 CZ0058.The orthometric height was determined by differential leveling
 CZ0058.and adjusted in June 1991.
 CZ0058.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0058.derived orthometric height which differed from the leveled height by
 CZ0058.more than one decimeter (0.1 meter).
 CZ0058
 CZ0058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0058
 CZ0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0058
 CZ0058.The ellipsoidal height was determined by GPS observations
 CZ0058.and is referenced to NAD 83.
 CZ0058
 CZ0058.The geoid height was determined by GEOID03.
 CZ0058
 CZ0058.The dynamic height is computed by dividing the NAVD 88
 CZ0058.geopotential number by the normal gravity value computed on the
 CZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0058.degrees latitude (g = 980.6199 gals.).
 CZ0058
 CZ0058.The modeled gravity was interpolated from observed gravity values.
 CZ0058.The observed gravity was obtained from relative gravimeter ties
 CZ0058.to the IGSN71 gravity network.
 CZ0058
 CZ0058;                    North         East     Units Scale Factor Converg.
 CZ0058;SPC AZ C     -   127,492.823   310,577.481   MT  1.00001652   +0 32 54.1
 CZ0058;SPC AZ C     -   418,283.54  1,018,954.99   iFT  1.00001652   +0 32 54.1
 CZ0058;UTM  12      - 3,556,597.102   510,739.207   MT  0.99960142   +0 03 38.1
 CZ0058
 CZ0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0058!SPC AZ C     -   0.99987690  x   1.00001652  =   0.99989342
 CZ0058!UTM  12      -   0.99987690  x   0.99960142  =   0.99947837
 CZ0058
 CZ0058                          SUPERSEDED SURVEY CONTROL
 CZ0058
 CZ0058  ELLIP H (06/11/02)  784.143  (m)                       GP(       ) 4 2
 CZ0058  NAD 83(1992)-  32 08 44.70791(N)    110 53 10.04310(W) AD(       ) 1
 CZ0058  ELLIP H (08/23/93)  784.233  (m)                       GP(       ) 4 2
 CZ0058  NAD 83(1986)-  32 08 44.70308(N)    110 53 10.04183(W) AD(       ) 1
 CZ0058  NAVD 88 (10/01/91)  813.34   (m)         2668.4    (f) LEVELING    3  
 CZ0058  NGVD 29 (??/??/92)  812.721  (m)         2666.40   (f) ADJ UNCH    1 2
 CZ0058
 CZ0058.Superseded values are not recommended for survey control.
 CZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0058.See file dsdata.txt to determine how the superseded data were derived.
 CZ0058
 CZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1073956597(NAD 83)
 CZ0058_MARKER: DB = BENCH MARK DISK
 CZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0058_SP_SET: CONCRETE POST
 CZ0058_STAMPING: C 317 1952
 CZ0058_MARK LOGO: CGS   
 CZ0058_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0058+STABILITY: SURFACE MOTION
 CZ0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0058+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CZ0058
 CZ0058  HISTORY     - Date     Condition        Report By
 CZ0058  HISTORY     - 1952     MONUMENTED       CGS
 CZ0058  HISTORY     - 1975     GOOD             NGS
 CZ0058  HISTORY     - 1979     GOOD             NGS
 CZ0058  HISTORY     - 1987     GOOD             NGS
 CZ0058  HISTORY     - 19900524 GOOD             AZ-019
 CZ0058
 CZ0058                          STATION DESCRIPTION
 CZ0058
 CZ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0058'8.0 MI SE FROM TUCSON.
 CZ0058'8.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0058'THE STATION AT TUCSON, 211 FEET EAST OF OVERHEAD SIGNAL NO.991.5, 85
 CZ0058'FEET NORTHEAST OF THE NORTHEAST RAIL, 2.5 FEET SOUTH OF A TELEGRAPH
 CZ0058'POLE, 1 FOOT NORTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE TRACKS,
 CZ0058'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CZ0058'GROUND.
 CZ0058
 CZ0058                          STATION RECOVERY (1975)
 CZ0058
 CZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0058'RECOVERED IN GOOD CONDITION.
 CZ0058
 CZ0058                          STATION RECOVERY (1979)
 CZ0058
 CZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0058'THE MARK IS 3 FT BELOW THE RAILS.
 CZ0058'8.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0058'STATION AT TUCSON, 211 FEET SOUTHEAST OF AND ACROSS THE TRACKS FROM
 CZ0058'OVERHEAD SIGNAL 991.5, 85 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CZ0058'NORTHEAST SET OF TRACKS AND 12 FEET SOUTHWEST OF THE CENTERLINE OF
 CZ0058'A TRACK ROAD.
 CZ0058'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 CZ0058
 CZ0058                          STATION RECOVERY (1987)
 CZ0058
 CZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0058'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0058'IN GOOD CONDITION.
 CZ0058'
 CZ0058'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHEAST OF SOUTH
 CZ0058'TUCSON,
 CZ0058'1.6 KM (1 MI) NORTHEAST OF INTERSTATE HIGHWAY 10, ALONG THE
 CZ0058'SOUTHERN PACIFIC RAILROAD, ABOUT 50 METERS (164 FT) EAST OF
 CZ0058'RAILROAD SEMAPHORE 9915.
 CZ0058'OWNERSHIP--SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY.
 CZ0058'
 CZ0058'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0058'VALENCIA RD WHICH IS ABOUT 9.7 KM (6 MI) SOUTHEAST OF SOUTH TUCSON,
 CZ0058'GO EAST FOR 1.6 KM (1.0 MI) ON VALENCIA RD TO A CROSSROAD, CRAYCROFT
 CZ0058'RD.
 CZ0058'TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON CRAYCROFT RD TO A
 CZ0058'TRACK ROAD ON THE LEFT.  TURN LEFT, THEN SHARP LEFT AND GO SOUTH
 CZ0058'THEN WEST FOR 0.3 KM (0.2 MI) ON A DIRT ROAD, ALONG THE OVERPASS,
 CZ0058'TO THE RAILROAD AND A LARGE BILLBOARD SIGN.  CROSS THE FIRST SET OF
 CZ0058'TRACKS, TURN RIGHT AND GO NORTHWEST FOR 0.7 KM (0.45 MI) ON A DIRT
 CZ0058'ROAD, THEN BEAR RIGHT THROUGH THE BRUSH LINE AND GO NORTHWEST FOR
 CZ0058'0.2 KM (0.1 MI) ALONG THE RAILROAD TO THE STATION ON THE LEFT.
 CZ0058'
 CZ0058'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0058'STAMPED---C 317 1952---,
 CZ0058'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ0058'30 CM IN DIAMETER PROJECTING 12 CM ABOVE GROUND.  LOCATED
 CZ0058'12.50 METERS (41.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST RAIL OF
 CZ0058'THE NORTHEASTERN ONE OF TWO RAILROAD TRACKS AND
 CZ0058'0.40 METERS (1.3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 CZ0058'
 CZ0058'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0058'
 CZ0058'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0058'
 CZ0058'DESCRIBED BY D.F. CALLAHAN.
 CZ0058
 CZ0058                          STATION RECOVERY (1990)
 CZ0058
 CZ0058'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ0058'TO REACH STATION FROM DREXEL ROAD AT THE INTERSTATE 10 OVERPASS
 CZ0058'(MP266) TAKE DIRT TRACK EAST ON DREXEL ROAD FROM THE END OF PAVEMENT
 CZ0058'0.24 KM (0.15 MI) ACROSS THE JULIAN WASH TO THE SOUTHERN PACIFIC
 CZ0058'RAILROAD TRACKS.  FOLLOW THE TRACKS SOUTHEAST 0.64 KM (0.40 MI) TO A
 CZ0058'CONCRETE FOOTER WITH 0.61 M (2.00 FT) HIGH CONCRETE POSTS STICKING UP
 CZ0058'(FOUNDATION FOR OVERHEAD SIGNAL 991.5.  THE SIGNAL IS GONE BUT THE
 CZ0058'CONCRETE FOOTER IS STILL IN PLACE). STATION IS 64.31 M (210.99 FT)
 CZ0058'EAST.  STATION IS PART OF A U.S.C.G.S. BENCH RUN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0065 ***********************************************************************
 DA0065  DESIGNATION -  C 319
 DA0065  PID         -  DA0065
 DA0065  STATE/COUNTY-  AZ/MARICOPA
 DA0065  USGS QUAD   -  KAKA NW (1986)
 DA0065
 DA0065                         *CURRENT SURVEY CONTROL
 DA0065  ___________________________________________________________________
 DA0065* NAD 83(1986)-  32 44 35.     (N)    112 24 36.     (W)     SCALED    
 DA0065* NAVD 88     -       845.98   (+/-2cm)    2775.5    (feet)  VERTCON   
 DA0065  ___________________________________________________________________
 DA0065  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0065
 DA0065.The horizontal coordinates were scaled from a topographic map and have
 DA0065.an estimated accuracy of +/- 6 seconds.
 DA0065
 DA0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0065.The vertical order pertains to the NGVD 29 superseded value.
 DA0065
 DA0065.The geoid height was determined by GEOID03.
 DA0065
 DA0065;                    North         East    Units  Estimated Accuracy
 DA0065;SPC AZ C     -   193,370.      167,130.      MT  (+/- 180 meters Scaled)
 DA0065
 DA0065                          SUPERSEDED SURVEY CONTROL
 DA0065
 DA0065  NGVD 29 (??/??/92)  845.248  (m)         2773.12   (f) ADJ UNCH    2 0
 DA0065
 DA0065.Superseded values are not recommended for survey control.
 DA0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0065.See file dsdata.txt to determine how the superseded data were derived.
 DA0065
 DA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB678236(NAD 83)
 DA0065_MARKER: DB = BENCH MARK DISK
 DA0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0065_STAMPING: C 319 1952
 DA0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0065+STABILITY: SURFACE MOTION
 DA0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0065+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0065
 DA0065  HISTORY     - Date     Condition        Report By
 DA0065  HISTORY     - 1952     MONUMENTED       CGS
 DA0065  HISTORY     - 20090206 GOOD             GEOCAC
 DA0065
 DA0065                          STATION DESCRIPTION
 DA0065
 DA0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0065'4.7 MI NW FROM STOUTS WELL.
 DA0065'4.7 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0065'ON A SMALL FLAT, IN A PROMINENT CLEARING, 38 1/2 FEET NORTHWEST OF THE
 DA0065'CENTER LINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A WITNESS POST, AND SET
 DA0065'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND,
 DA0065'AND ABOUT LEVEL WITH THE ROAD.
 DA0065
 DA0065                          STATION RECOVERY (2009)
 DA0065
 DA0065'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0065'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0065'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0065'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0065'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0065'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0065'32 44 35.7 (N)   112 24 36.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0237 ***********************************************************************
 FQ0237  DESIGNATION -  C 32
 FQ0237  PID         -  FQ0237
 FQ0237  STATE/COUNTY-  AZ/COCONINO
 FQ0237  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0237
 FQ0237                         *CURRENT SURVEY CONTROL
 FQ0237  ___________________________________________________________________
 FQ0237* NAD 83(1986)-  35 01 42.     (N)    111 44 00.     (W)     SCALED    
 FQ0237* NAVD 88     -      1953.942  (meters)    6410.56   (feet)  ADJUSTED  
 FQ0237  ___________________________________________________________________
 FQ0237  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0237  DYNAMIC HT  -        1951.219 (meters)    6401.62  (feet)  COMP
 FQ0237  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 FQ0237
 FQ0237  VERT ORDER  -  FIRST     CLASS II
 FQ0237
 FQ0237.The horizontal coordinates were scaled from a topographic map and have
 FQ0237.an estimated accuracy of +/- 6 seconds.
 FQ0237
 FQ0237.The orthometric height was determined by differential leveling
 FQ0237.and adjusted in June 1991.
 FQ0237
 FQ0237.The geoid height was determined by GEOID03.
 FQ0237
 FQ0237.The dynamic height is computed by dividing the NAVD 88
 FQ0237.geopotential number by the normal gravity value computed on the
 FQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0237.degrees latitude (g = 980.6199 gals.).
 FQ0237
 FQ0237.The modeled gravity was interpolated from observed gravity values.
 FQ0237
 FQ0237;                    North         East    Units  Estimated Accuracy
 FQ0237;SPC AZ C     -   446,730.      230,090.      MT  (+/- 180 meters Scaled)
 FQ0237
 FQ0237                          SUPERSEDED SURVEY CONTROL
 FQ0237
 FQ0237  NGVD 29 (??/??/92) 1952.980  (m)         6407.40   (f) ADJ UNCH    1 2
 FQ0237
 FQ0237.Superseded values are not recommended for survey control.
 FQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0237.See file dsdata.txt to determine how the superseded data were derived.
 FQ0237
 FQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD331764(NAD 83)
 FQ0237_MARKER: DB = BENCH MARK DISK
 FQ0237_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0237_SP_SET: UNSPEC. ROCK
 FQ0237_STAMPING: 6407.402 C 32 1933
 FQ0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0237
 FQ0237  HISTORY     - Date     Condition        Report By
 FQ0237  HISTORY     - 1933     MONUMENTED       CGS
 FQ0237  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0237
 FQ0237                          STATION DESCRIPTION
 FQ0237
 FQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0237'16.3 MI N FROM SEDONA.
 FQ0237'ABOUT 16.3 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 FQ0237'COUNTY, AT THE SUMMIT OF OAK CREEK GRADE, ABOUT 1.0 MILE SOUTH OF A
 FQ0237'CATTLE GUARD, ON THE WEST RIM OF OAK CREEK CANYON, OUTSIDE OF A CURVE
 FQ0237'RAILING, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 FQ0237'WEST OF THE EDGE OF A PRECIPICE, AND IN THE TOP OF A ROCK PAINTED B.M.
 FQ0237'A STANDARD DISK, STAMPED 6407.402 C 32 1933.
 FQ0237
 FQ0237                          STATION RECOVERY (1982)
 FQ0237
 FQ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0237'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0111 ***********************************************************************
 GO0111  DESIGNATION -  C 32
 GO0111  PID         -  GO0111
 GO0111  STATE/COUNTY-  AZ/APACHE
 GO0111  USGS QUAD   -  SWEETWATER MESA (1968)
 GO0111
 GO0111                         *CURRENT SURVEY CONTROL
 GO0111  ___________________________________________________________________
 GO0111* NAD 83(1986)-  36 30 10.     (N)    109 53 08.     (W)     SCALED    
 GO0111* NAVD 88     -      1735.457  (meters)    5693.75   (feet)  ADJUSTED  
 GO0111  ___________________________________________________________________
 GO0111  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GO0111  DYNAMIC HT  -        1733.269 (meters)    5686.57  (feet)  COMP
 GO0111  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 GO0111
 GO0111  VERT ORDER  -  FIRST     CLASS II
 GO0111
 GO0111.The horizontal coordinates were scaled from a topographic map and have
 GO0111.an estimated accuracy of +/- 6 seconds.
 GO0111
 GO0111.The orthometric height was determined by differential leveling
 GO0111.and adjusted in June 1991.
 GO0111
 GO0111.The geoid height was determined by GEOID03.
 GO0111
 GO0111.The dynamic height is computed by dividing the NAVD 88
 GO0111.geopotential number by the normal gravity value computed on the
 GO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0111.degrees latitude (g = 980.6199 gals.).
 GO0111
 GO0111.The modeled gravity was interpolated from observed gravity values.
 GO0111
 GO0111;                    North         East    Units  Estimated Accuracy
 GO0111;SPC AZ E     -   610,330.      238,540.      MT  (+/- 180 meters Scaled)
 GO0111
 GO0111                          SUPERSEDED SURVEY CONTROL
 GO0111
 GO0111  NGVD 29 (??/??/92) 1734.510  (m)         5690.64   (f) ADJ UNCH    1 2
 GO0111
 GO0111.Superseded values are not recommended for survey control.
 GO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0111.See file dsdata.txt to determine how the superseded data were derived.
 GO0111
 GO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF998402(NAD 83)
 GO0111_MARKER: DB = BENCH MARK DISK
 GO0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0111_STAMPING: C-32 1933
 GO0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0111+STABILITY: SURFACE MOTION
 GO0111
 GO0111  HISTORY     - Date     Condition        Report By
 GO0111  HISTORY     - 1933     MONUMENTED       CGS
 GO0111  HISTORY     - 1965     POOR             UTU
 GO0111
 GO0111                          STATION DESCRIPTION
 GO0111
 GO0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0111'32.0 MI SE FROM KAYENTA.
 GO0111'32.0 MILES SOUTH EAST OF THE POST OFFICE ALONG THE KAYENTA-CHIN LEE
 GO0111'ROAD.  5.5 MILES NORTH WEST OF WEST ROAD JUNCTION TO ROUGH ROCK
 GO0111'SPRINGS.  AT THE TOP OF LONG WEST SLOPE OF HILL.  SET AT CURVE IN ROAD
 GO0111'20 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 2 FEET ABOVE THE
 GO0111'LEVEL OF THE ROAD, AND 6 INCHES ABOVE GROUND.
 GO0111
 GO0111                          STATION RECOVERY (1965)
 GO0111
 GO0111'RECOVERY NOTE BY UNIVERSITY OF UTAH 1965
 GO0111'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0576 ***********************************************************************
 DA0576  DESIGNATION -  C 320
 DA0576  PID         -  DA0576
 DA0576  STATE/COUNTY-  AZ/MARICOPA
 DA0576  USGS QUAD   -  THEBA (1973)
 DA0576
 DA0576                         *CURRENT SURVEY CONTROL
 DA0576  ___________________________________________________________________
 DA0576* NAD 83(1986)-  32 54 43.     (N)    112 53 34.     (W)     SCALED    
 DA0576* NAVD 88     -       223.62   (+/-2cm)     733.7    (feet)  VERTCON   
 DA0576  ___________________________________________________________________
 DA0576  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA0576  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0576
 DA0576.The horizontal coordinates were scaled from a topographic map and have
 DA0576.an estimated accuracy of +/- 6 seconds.
 DA0576
 DA0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0576.The vertical order pertains to the NGVD 29 superseded value.
 DA0576
 DA0576.The geoid height was determined by GEOID03.
 DA0576
 DA0576;                    North         East    Units  Estimated Accuracy
 DA0576;SPC AZ C     -   212,410.      122,060.      MT  (+/- 180 meters Scaled)
 DA0576
 DA0576                          SUPERSEDED SURVEY CONTROL
 DA0576
 DA0576  NGVD 29 (??/??/92)  223.060  (m)          731.82   (f) ADJ UNCH    1 2
 DA0576
 DA0576.Superseded values are not recommended for survey control.
 DA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0576.See file dsdata.txt to determine how the superseded data were derived.
 DA0576
 DA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB229431(NAD 83)
 DA0576_MARKER: DB = BENCH MARK DISK
 DA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0576_STAMPING: C 320 1952
 DA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0576+STABILITY: SURFACE MOTION
 DA0576
 DA0576  HISTORY     - Date     Condition        Report By
 DA0576  HISTORY     - 1952     MONUMENTED       CGS
 DA0576  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0576
 DA0576                          STATION DESCRIPTION
 DA0576
 DA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0576'1.5 MI S FROM THEBA.
 DA0576'0.9 MILE WEST ALONG UNITED STATES HIGHWAY 80 FROM THE STORE AT THEBA,
 DA0576'THENCE 0.6 MILE SOUTH ALONG A GRAVEL ROAD TO GILLESPIE AIRFIELD, 37
 DA0576'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR, 7.6 FEET SOUTH OF A
 DA0576'FENCE CORNER, 2.1 FEET NORTH OF A WITNESS POST, 1.6 FEET EAST OF A
 DA0576'FENCE, 0.4 FOOT ABOVE THE RUNWAY, AND SET IN THE TOP OF A CONCRETE
 DA0576'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0576
 DA0576                          STATION RECOVERY (1973)
 DA0576
 DA0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0587 ***********************************************************************
 DA0587  DESIGNATION -  C 321
 DA0587  PID         -  DA0587
 DA0587  STATE/COUNTY-  AZ/MARICOPA
 DA0587  USGS QUAD   -  SMURR (1973)
 DA0587
 DA0587                         *CURRENT SURVEY CONTROL
 DA0587  ___________________________________________________________________
 DA0587* NAD 83(1986)-  32 52 35.     (N)    112 47 50.     (W)     SCALED    
 DA0587* NAVD 88     -       252.36   (+/-2cm)     828.0    (feet)  VERTCON   
 DA0587  ___________________________________________________________________
 DA0587  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0587  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0587
 DA0587.The horizontal coordinates were scaled from a topographic map and have
 DA0587.an estimated accuracy of +/- 6 seconds.
 DA0587
 DA0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0587.The vertical order pertains to the NGVD 29 superseded value.
 DA0587
 DA0587.The geoid height was determined by GEOID03.
 DA0587
 DA0587;                    North         East    Units  Estimated Accuracy
 DA0587;SPC AZ C     -   208,390.      130,960.      MT  (+/- 180 meters Scaled)
 DA0587
 DA0587                          SUPERSEDED SURVEY CONTROL
 DA0587
 DA0587  NGVD 29 (??/??/92)  251.764  (m)          826.00   (f) ADJ UNCH    1 2
 DA0587
 DA0587.Superseded values are not recommended for survey control.
 DA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0587.See file dsdata.txt to determine how the superseded data were derived.
 DA0587
 DA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB318390(NAD 83)
 DA0587_MARKER: DB = BENCH MARK DISK
 DA0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0587_STAMPING: C 321 1952
 DA0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0587+STABILITY: SURFACE MOTION
 DA0587
 DA0587  HISTORY     - Date     Condition        Report By
 DA0587  HISTORY     - 1952     MONUMENTED       CGS
 DA0587  HISTORY     - 1953     GOOD             NGS
 DA0587
 DA0587                          STATION DESCRIPTION
 DA0587
 DA0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0587'8.8 MI SW FROM GILA BEND.
 DA0587'6.6 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0587'COMPANY RAILROAD STATION AT GILA BEND, THENCE 2.2 MILES WEST ALONG A
 DA0587'GRAVELED ROAD, 0.1 MILE EAST OF THE CROSSING OF A WASH, 49 1/2 FEET
 DA0587'NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS POST,
 DA0587'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0587'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1099 ***********************************************************************
 DA1099  DESIGNATION -  C 322
 DA1099  PID         -  DA1099
 DA1099  STATE/COUNTY-  AZ/YUMA
 DA1099  USGS QUAD   -  DATELAND (1982)
 DA1099
 DA1099                         *CURRENT SURVEY CONTROL
 DA1099  ___________________________________________________________________
 DA1099* NAD 83(1986)-  32 47 18.     (N)    113 33 37.     (W)     SCALED    
 DA1099* NAVD 88     -       130.15   (+/-2cm)     427.0    (feet)  VERTCON   
 DA1099  ___________________________________________________________________
 DA1099  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DA1099  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1099
 DA1099.The horizontal coordinates were scaled from a topographic map and have
 DA1099.an estimated accuracy of +/- 6 seconds.
 DA1099
 DA1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1099.The vertical order pertains to the NGVD 29 superseded value.
 DA1099
 DA1099.The geoid height was determined by GEOID03.
 DA1099
 DA1099;                    North         East    Units  Estimated Accuracy
 DA1099;SPC AZ W     -   198,300.      231,130.      MT  (+/- 180 meters Scaled)
 DA1099
 DA1099                          SUPERSEDED SURVEY CONTROL
 DA1099
 DA1099  NGVD 29 (??/??/92)  129.567  (m)          425.09   (f) ADJ UNCH    1 2
 DA1099
 DA1099.Superseded values are not recommended for survey control.
 DA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1099.See file dsdata.txt to determine how the superseded data were derived.
 DA1099
 DA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB602307(NAD 83)
 DA1099_MARKER: DB = BENCH MARK DISK
 DA1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1099_SP_SET: BRIDGE
 DA1099_STAMPING: C 322 1952
 DA1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1099
 DA1099  HISTORY     - Date     Condition        Report By
 DA1099  HISTORY     - 1952     MONUMENTED       CGS
 DA1099  HISTORY     - 1960     GOOD             NGS
 DA1099  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1099  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1099
 DA1099                          STATION DESCRIPTION
 DA1099
 DA1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1099'1.3 MI W FROM DATELAND.
 DA1099'1.3 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND
 DA1099'SET IN THE WINGWALL OF A RAILROAD BRIDGE ON THE NORTH SIDE OF THE
 DA1099'TRACKS, 2 POLES EAST FROM RAILROAD MILE POST 805, 41 FEET SOUTHWEST
 DA1099'FROM A POLE NUMBERED F. NOTE-- USE AS THE AZIMUTH MARK FOR THE
 DA1099'TRAVERSE STATION LASAGE.
 DA1099
 DA1099                          STATION RECOVERY (1981)
 DA1099
 DA1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1099'SEARCHED FOR BUT NOT RECOVERED, BRIDGE DESCRIBED IN GONE, MARK
 DA1099'BELIEVED DESTROYED.
 DA1099
 DA1099                          STATION RECOVERY (1981)
 DA1099
 DA1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1099'SEARCHED FOR BUT NOT RECOVERED, BRIDGE DESCRIBED IN GONE, MARK
 DA1099'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1086 ***********************************************************************
 DA1086  DESIGNATION -  C 323
 DA1086  PID         -  DA1086
 DA1086  STATE/COUNTY-  AZ/YUMA
 DA1086  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1086
 DA1086                         *CURRENT SURVEY CONTROL
 DA1086  ___________________________________________________________________
 DA1086* NAD 83(1986)-  32 44 26.     (N)    113 41 13.     (W)     SCALED    
 DA1086* NAVD 88     -       116.811  (meters)     383.24   (feet)  ADJUSTED  
 DA1086  ___________________________________________________________________
 DA1086  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1086  DYNAMIC HT  -         116.678 (meters)     382.80  (feet)  COMP
 DA1086  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 DA1086
 DA1086  VERT ORDER  -  FIRST     CLASS II
 DA1086
 DA1086.The horizontal coordinates were scaled from a topographic map and have
 DA1086.an estimated accuracy of +/- 6 seconds.
 DA1086
 DA1086.The orthometric height was determined by differential leveling
 DA1086.and adjusted in June 1991.
 DA1086
 DA1086.The geoid height was determined by GEOID03.
 DA1086
 DA1086.The dynamic height is computed by dividing the NAVD 88
 DA1086.geopotential number by the normal gravity value computed on the
 DA1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1086.degrees latitude (g = 980.6199 gals.).
 DA1086
 DA1086.The modeled gravity was interpolated from observed gravity values.
 DA1086
 DA1086;                    North         East    Units  Estimated Accuracy
 DA1086;SPC AZ W     -   192,990.      219,270.      MT  (+/- 180 meters Scaled)
 DA1086
 DA1086                          SUPERSEDED SURVEY CONTROL
 DA1086
 DA1086  NGVD 29 (??/??/92)  116.186  (m)          381.19   (f) ADJ UNCH    1 2
 DA1086
 DA1086.Superseded values are not recommended for survey control.
 DA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1086.See file dsdata.txt to determine how the superseded data were derived.
 DA1086
 DA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB482257(NAD 83)
 DA1086_MARKER: DB = BENCH MARK DISK
 DA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1086_STAMPING: C 323 1952
 DA1086_MARK LOGO: CGS   
 DA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1086+STABILITY: SURFACE MOTION
 DA1086
 DA1086  HISTORY     - Date     Condition        Report By
 DA1086  HISTORY     - 1952     MONUMENTED       CGS
 DA1086  HISTORY     - 1960     GOOD             NGS
 DA1086  HISTORY     - 1981     GOOD             NGS
 DA1086  HISTORY     - 1981     GOOD             NGS
 DA1086
 DA1086                          STATION DESCRIPTION
 DA1086
 DA1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1086'4.2 MI E FROM MOHAWK.
 DA1086'3.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.35 MILE WEST
 DA1086'FROM HIGHWAY MILE POST 61, 2.3 FEET NORTHEAST FROM RAILROAD MILE POST
 DA1086'797, 45.3 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 2 FEET SOUTHWEST
 DA1086'FROM A WHITE WOODEN WITNESS POST, SET IN A SQUARE CONCRETE POST
 DA1086'PROJECTING 6-INCHES ABOVE GROUND.
 DA1086
 DA1086                          STATION RECOVERY (1981)
 DA1086
 DA1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1086'RECOVERED IN GOOD CONDITION.
 DA1086
 DA1086                          STATION RECOVERY (1981)
 DA1086
 DA1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0280 ***********************************************************************
 CY0280  DESIGNATION -  C 324
 CY0280  PID         -  CY0280
 CY0280  STATE/COUNTY-  AZ/COCHISE
 CY0280  USGS QUAD   -  LUZENA (1979)
 CY0280
 CY0280                         *CURRENT SURVEY CONTROL
 CY0280  ___________________________________________________________________
 CY0280* NAD 83(1986)-  32 19 57.     (N)    109 30 14.     (W)     SCALED    
 CY0280* NAVD 88     -      1158.22   (+/-2cm)    3799.9    (feet)  VERTCON   
 CY0280  ___________________________________________________________________
 CY0280  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0280  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0280
 CY0280.The horizontal coordinates were scaled from a topographic map and have
 CY0280.an estimated accuracy of +/- 6 seconds.
 CY0280
 CY0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0280.The vertical order pertains to the NGVD 29 superseded value.
 CY0280
 CY0280.The geoid height was determined by GEOID03.
 CY0280
 CY0280;                    North         East    Units  Estimated Accuracy
 CY0280;SPC AZ E     -   147,930.      275,760.      MT  (+/- 180 meters Scaled)
 CY0280
 CY0280                          SUPERSEDED SURVEY CONTROL
 CY0280
 CY0280  NGVD 29 (??/??/92) 1157.492  (m)         3797.54   (f) ADJ UNCH    1 2
 CY0280
 CY0280.Superseded values are not recommended for survey control.
 CY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0280.See file dsdata.txt to determine how the superseded data were derived.
 CY0280
 CY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA408782(NAD 83)
 CY0280_MARKER: DB = BENCH MARK DISK
 CY0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0280_STAMPING: C 324 1952
 CY0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0280+STABILITY: SURFACE MOTION
 CY0280
 CY0280  HISTORY     - Date     Condition        Report By
 CY0280  HISTORY     - 1952     MONUMENTED       CGS
 CY0280  HISTORY     - 1953     GOOD             NGS
 CY0280
 CY0280                          STATION DESCRIPTION
 CY0280
 CY0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0280'1.1 MI W FROM BOWIE.
 CY0280'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0280'BOWIE, 0.3 MILE EAST OF MILEPOST 1097, 86 FEET NORTH OF SEMAPHORE
 CY0280'1097.3, 93.7 FEET NORTH OF THE NORTH RAIL, 33 FEET SOUTH OF THE CENTER
 CY0280'LINE OF A TRACK ROAD, 2.7 FEET EAST OF A WITNESS POST, 3 FEET BELOW
 CY0280'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CY0280'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0374 ***********************************************************************
 CY0374  DESIGNATION -  C 325
 CY0374  PID         -  CY0374
 CY0374  STATE/COUNTY-  AZ/COCHISE
 CY0374  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0374
 CY0374                         *CURRENT SURVEY CONTROL
 CY0374  ___________________________________________________________________
 CY0374* NAD 83(1986)-  32 08 41.     (N)    109 54 12.     (W)     SCALED    
 CY0374* NAVD 88     -      1261.208  (meters)    4137.81   (feet)  ADJUSTED  
 CY0374  ___________________________________________________________________
 CY0374  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0374  DYNAMIC HT  -        1259.299 (meters)    4131.55  (feet)  COMP
 CY0374  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CY0374
 CY0374  VERT ORDER  -  FIRST     CLASS II
 CY0374
 CY0374.The horizontal coordinates were scaled from a topographic map and have
 CY0374.an estimated accuracy of +/- 6 seconds.
 CY0374
 CY0374.The orthometric height was determined by differential leveling
 CY0374.and adjusted in June 1991.
 CY0374
 CY0374.The geoid height was determined by GEOID03.
 CY0374
 CY0374.The dynamic height is computed by dividing the NAVD 88
 CY0374.geopotential number by the normal gravity value computed on the
 CY0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0374.degrees latitude (g = 980.6199 gals.).
 CY0374
 CY0374.The modeled gravity was interpolated from observed gravity values.
 CY0374
 CY0374;                    North         East    Units  Estimated Accuracy
 CY0374;SPC AZ E     -   126,940.      238,200.      MT  (+/- 180 meters Scaled)
 CY0374
 CY0374                          SUPERSEDED SURVEY CONTROL
 CY0374
 CY0374  NGVD 29 (??/??/92) 1260.438  (m)         4135.29   (f) ADJ UNCH    1 2
 CY0374
 CY0374.Superseded values are not recommended for survey control.
 CY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0374.See file dsdata.txt to determine how the superseded data were derived.
 CY0374
 CY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA034570(NAD 83)
 CY0374_MARKER: DB = BENCH MARK DISK
 CY0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0374_STAMPING: C 325 1952
 CY0374_PROJECTION: PROJECTING 14 CENTIMETERS
 CY0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0374+STABILITY: SURFACE MOTION
 CY0374
 CY0374  HISTORY     - Date     Condition        Report By
 CY0374  HISTORY     - 1952     MONUMENTED       CGS
 CY0374  HISTORY     - 1979     GOOD             NGS
 CY0374
 CY0374                          STATION DESCRIPTION
 CY0374
 CY0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0374'2.5 MI NE FROM COCHISE.
 CY0374'2.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0374'THE STATION AT COCHISE, 120 FEET NORTH OF THE FIRST BRIDGE NORTHEAST
 CY0374'OF MILEPOST NUMBER 1066, 107 1/2 FEET NORTHWEST RAIL, 74.0 FEET
 CY0374'NORTHEAST OF A CULVERT, 54.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CY0374'ROAD, 23.7 FEET NORTHEAST OF A RAILROAD MILEPOST NUMBER 266665, 2.0
 CY0374'FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF THE CONCRETE
 CY0374'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 7.0 FEET LOWER
 CY0374'THAN THE TRACK.
 CY0374
 CY0374                          STATION RECOVERY (1979)
 CY0374
 CY0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0374'13.7 KILOMETERS (8.45 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0374'RAILROAD FROM THE STATION AT WILLCOX, AT RAILROAD TRESTLE 1066.29,
 CY0374'31.5 METERS (103 FEET) NORTH OF THE NORTH CORNER, 32.5 METERS (107
 CY0374'FEET) NORTHWEST OF THE NORTHWEST RAIL, 31.9 METERS (105 FEET)
 CY0374'SOUTHEAST OF TELEPHONE POLE 8345L AND 16.6 METERS (54.5 FEET)
 CY0374'SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD.
 CY0374'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CY0374'THE MARK IS 3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0032 ***********************************************************************
 CG0032  DESIGNATION -  C 326
 CG0032  PID         -  CG0032
 CG0032  STATE/COUNTY-  AZ/COCHISE
 CG0032  USGS QUAD   -  SAINT DAVID (1973)
 CG0032
 CG0032                         *CURRENT SURVEY CONTROL
 CG0032  ___________________________________________________________________
 CG0032* NAD 83(1986)-  31 57 10.     (N)    110 12 30.     (W)     SCALED    
 CG0032* NAVD 88     -      1201.66   (+/-2cm)    3942.4    (feet)  VERTCON   
 CG0032  ___________________________________________________________________
 CG0032  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CG0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0032
 CG0032.The horizontal coordinates were scaled from a topographic map and have
 CG0032.an estimated accuracy of +/- 6 seconds.
 CG0032
 CG0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0032.The vertical order pertains to the NGVD 29 superseded value.
 CG0032
 CG0032.The geoid height was determined by GEOID03.
 CG0032
 CG0032;                    North         East    Units  Estimated Accuracy
 CG0032;SPC AZ E     -   105,630.      209,420.      MT  (+/- 180 meters Scaled)
 CG0032
 CG0032                          SUPERSEDED SURVEY CONTROL
 CG0032
 CG0032  NGVD 29 (??/??/92) 1200.844  (m)         3939.77   (f) ADJ UNCH    1 2
 CG0032
 CG0032.Superseded values are not recommended for survey control.
 CG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0032.See file dsdata.txt to determine how the superseded data were derived.
 CG0032
 CG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA748354(NAD 83)
 CG0032_MARKER: DB = BENCH MARK DISK
 CG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0032_STAMPING: C 326 1952
 CG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0032+STABILITY: SURFACE MOTION
 CG0032
 CG0032  HISTORY     - Date     Condition        Report By
 CG0032  HISTORY     - 1952     MONUMENTED       CGS
 CG0032
 CG0032                          STATION DESCRIPTION
 CG0032
 CG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0032'7.1 MI E FROM BENSON.
 CG0032'7.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0032'STATION AT BENSON, 1.1 MILES WEST OF THE SECTION HOUSE AND SIGN SIBYL,
 CG0032'0.2 MILE WEST OF MILEPOLE 1040, NEAR THE EAST END OF A CURVE, 79.0
 CG0032'FEET SOUTHEAST OF A TELEPHONE POLE, 60.1 FEET SOUTH OF THE NORTH
 CG0032'RIGHT-OF-WAY FENCE, 37.0 FEET NORTH OF THE NORTH RAIL, 2.0 FEET EAST
 CG0032'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE TOP OF THE TRACK,
 CG0032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0032'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0193 ***********************************************************************
 DU0193  DESIGNATION -  C 327
 DU0193  PID         -  DU0193
 DU0193  STATE/COUNTY-  AZ/GRAHAM
 DU0193  USGS QUAD   -  CALVA (1989)
 DU0193
 DU0193                         *CURRENT SURVEY CONTROL
 DU0193  ___________________________________________________________________
 DU0193* NAD 83(1986)-  33 14 41.     (N)    110 08 22.     (W)     SCALED    
 DU0193* NAVD 88     -      1125.395  (meters)    3692.23   (feet)  ADJUSTED  
 DU0193  ___________________________________________________________________
 DU0193  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DU0193  DYNAMIC HT  -        1123.815 (meters)    3687.05  (feet)  COMP
 DU0193  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 DU0193
 DU0193  VERT ORDER  -  SECOND    CLASS 0
 DU0193
 DU0193.The horizontal coordinates were scaled from a topographic map and have
 DU0193.an estimated accuracy of +/- 6 seconds.
 DU0193
 DU0193.The orthometric height was determined by differential leveling
 DU0193.and adjusted in June 1991.
 DU0193
 DU0193.The geoid height was determined by GEOID03.
 DU0193
 DU0193.The dynamic height is computed by dividing the NAVD 88
 DU0193.geopotential number by the normal gravity value computed on the
 DU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0193.degrees latitude (g = 980.6199 gals.).
 DU0193
 DU0193.The modeled gravity was interpolated from observed gravity values.
 DU0193
 DU0193;                    North         East    Units  Estimated Accuracy
 DU0193;SPC AZ E     -   248,890.      215,900.      MT  (+/- 180 meters Scaled)
 DU0193
 DU0193                          SUPERSEDED SURVEY CONTROL
 DU0193
 DU0193  NGVD 29 (??/??/92) 1124.767  (m)         3690.17   (f) ADJ UNCH    2 0
 DU0193
 DU0193.Superseded values are not recommended for survey control.
 DU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0193.See file dsdata.txt to determine how the superseded data were derived.
 DU0193
 DU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB801787(NAD 83)
 DU0193_MARKER: DB = BENCH MARK DISK
 DU0193_SETTING: 66 = SET IN ROCK OUTCROP
 DU0193_SP_SET: BEDROCK
 DU0193_STAMPING: C 327 1952
 DU0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0193+STABILITY: POSITION/ELEVATION WELL
 DU0193
 DU0193  HISTORY     - Date     Condition        Report By
 DU0193  HISTORY     - 1952     MONUMENTED       CGS
 DU0193  HISTORY     - 19870520 MARK NOT FOUND   USGS
 DU0193
 DU0193                          STATION DESCRIPTION
 DU0193
 DU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0193'6.0 MI NE FROM CALVA.
 DU0193'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0193'COMPANY RAILROAD STATION AT CALVA, THENCE 5.5 MILES NORTHEAST ALONG
 DU0193'THE CALVA - ASH CREEK ROAD, NEAR THE TOP OF A PROMINENT HILL, ON THE
 DU0193'SOUTH SLOPE OF A GRADE, 19 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 DU0193'THE ROAD, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 DU0193'TOP OF A WHITE SANDSTONE BEDROCK ABOUT FLUSH WITH THE GROUND.
 DU0193
 DU0193                          STATION RECOVERY (1987)
 DU0193
 DU0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (WCN)
 DU0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0386 ***********************************************************************
 ES0386  DESIGNATION -  C 329
 ES0386  PID         -  ES0386
 ES0386  STATE/COUNTY-  AZ/YAVAPAI
 ES0386  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0386
 ES0386                         *CURRENT SURVEY CONTROL
 ES0386  ___________________________________________________________________
 ES0386* NAD 83(1986)-  34 21 04.     (N)    111 41 28.     (W)     SCALED    
 ES0386* NAVD 88     -       924.07   (+/-2cm)    3031.7    (feet)  VERTCON   
 ES0386  ___________________________________________________________________
 ES0386  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ES0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0386
 ES0386.The horizontal coordinates were scaled from a topographic map and have
 ES0386.an estimated accuracy of +/- 6 seconds.
 ES0386
 ES0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0386.The vertical order pertains to the NGVD 29 superseded value.
 ES0386
 ES0386.The geoid height was determined by GEOID03.
 ES0386
 ES0386;                    North         East    Units  Estimated Accuracy
 ES0386;SPC AZ C     -   371,620.      234,110.      MT  (+/- 180 meters Scaled)
 ES0386
 ES0386                          SUPERSEDED SURVEY CONTROL
 ES0386
 ES0386  NGVD 29 (??/??/92)  923.368  (m)         3029.42   (f) ADJ UNCH    2 0
 ES0386
 ES0386.Superseded values are not recommended for survey control.
 ES0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0386.See file dsdata.txt to determine how the superseded data were derived.
 ES0386
 ES0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD364013(NAD 83)
 ES0386_MARKER: DB = BENCH MARK DISK
 ES0386_SETTING: 66 = SET IN ROCK OUTCROP
 ES0386_SP_SET: ROCK OUTCROP
 ES0386_STAMPING: C 329 1952
 ES0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0386+STABILITY: POSITION/ELEVATION WELL
 ES0386
 ES0386  HISTORY     - Date     Condition        Report By
 ES0386  HISTORY     - 1952     MONUMENTED       CGS
 ES0386  HISTORY     - 1966     MARK NOT FOUND   USGS
 ES0386
 ES0386                          STATION DESCRIPTION
 ES0386
 ES0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0386'1.6 MI E FROM VERDE HOT SPRINGS.
 ES0386'1.6 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0386'HOTEL, IN A 3-FOOT BY 4-FOOT BROWN ROCK OUTCROP PROJECTING 2 FEET
 ES0386'ABOVE THE GROUND, 0.15 MILE SOUTH OF A 36 INCH CORRUGATED METAL PIPE
 ES0386'CULVERT, 0.1 MILE SOUTHEAST OF A POWER LINE CROSSING, 114 FEET NORTH
 ES0386'OF THE UPPER END OF A HORSE SHOE CURVE, 15 FEET SOUTHWEST OF THE
 ES0386'CENTER LINE AND ABOUT 2 FEET LOWER THAN THE ROAD.
 ES0386
 ES0386                          STATION RECOVERY (1966)
 ES0386
 ES0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0135 ***********************************************************************
 GO0135  DESIGNATION -  C 33
 GO0135  PID         -  GO0135
 GO0135  STATE/COUNTY-  AZ/APACHE
 GO0135  USGS QUAD   -  CHINLE (1982)
 GO0135
 GO0135                         *CURRENT SURVEY CONTROL
 GO0135  ___________________________________________________________________
 GO0135* NAD 83(1986)-  36 09 13.     (N)    109 32 58.     (W)     SCALED    
 GO0135* NAVD 88     -      1679.684  (meters)    5510.76   (feet)  ADJUSTED  
 GO0135  ___________________________________________________________________
 GO0135  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 GO0135  DYNAMIC HT  -        1677.581 (meters)    5503.86  (feet)  COMP
 GO0135  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 GO0135
 GO0135  VERT ORDER  -  FIRST     CLASS II
 GO0135
 GO0135.The horizontal coordinates were scaled from a topographic map and have
 GO0135.an estimated accuracy of +/- 6 seconds.
 GO0135
 GO0135.The orthometric height was determined by differential leveling
 GO0135.and adjusted in June 1991.
 GO0135
 GO0135.The geoid height was determined by GEOID03.
 GO0135
 GO0135.The dynamic height is computed by dividing the NAVD 88
 GO0135.geopotential number by the normal gravity value computed on the
 GO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0135.degrees latitude (g = 980.6199 gals.).
 GO0135
 GO0135.The modeled gravity was interpolated from observed gravity values.
 GO0135
 GO0135;                    North         East    Units  Estimated Accuracy
 GO0135;SPC AZ E     -   571,730.      268,900.      MT  (+/- 180 meters Scaled)
 GO0135
 GO0135                          SUPERSEDED SURVEY CONTROL
 GO0135
 GO0135  NGVD 29 (??/??/92) 1678.815  (m)         5507.91   (f) ADJ UNCH    1 2
 GO0135
 GO0135.Superseded values are not recommended for survey control.
 GO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0135.See file dsdata.txt to determine how the superseded data were derived.
 GO0135
 GO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF304019(NAD 83)
 GO0135_MARKER: DB = BENCH MARK DISK
 GO0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GO0135_SP_SET: BUILDING
 GO0135_STAMPING: C-33 1933
 GO0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0135
 GO0135  HISTORY     - Date     Condition        Report By
 GO0135  HISTORY     - 1933     MONUMENTED       CGS
 GO0135  HISTORY     - 1934     GOOD             NGS
 GO0135
 GO0135                          STATION DESCRIPTION
 GO0135
 GO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0135'IN CHIN LEE.
 GO0135'AT CHIN LEE AT WEST CORNER OF SANDSTONE SCHOOL BUILDING AT WEST
 GO0135'ENTRANCE OF GOVERNMENT PROPERTY.  SET VERTICAL 4 FEET HIGH.
 GO0135
 GO0135                          STATION RECOVERY (1934)
 GO0135
 GO0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0398 ***********************************************************************
 ES0398  DESIGNATION -  C 330
 ES0398  PID         -  ES0398
 ES0398  STATE/COUNTY-  AZ/YAVAPAI
 ES0398  USGS QUAD   -  ARNOLD MESA (1967)
 ES0398
 ES0398                         *CURRENT SURVEY CONTROL
 ES0398  ___________________________________________________________________
 ES0398* NAD 83(1986)-  34 26 13.     (N)    111 58 36.     (W)     SCALED    
 ES0398* NAVD 88     -      1317.19   (+/-2cm)    4321.5    (feet)  VERTCON   
 ES0398  ___________________________________________________________________
 ES0398  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ES0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0398
 ES0398.The horizontal coordinates were scaled from a topographic map and have
 ES0398.an estimated accuracy of +/- 6 seconds.
 ES0398
 ES0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0398.The vertical order pertains to the NGVD 29 superseded value.
 ES0398
 ES0398.The geoid height was determined by GEOID03.
 ES0398
 ES0398;                    North         East    Units  Estimated Accuracy
 ES0398;SPC AZ C     -   381,120.      207,850.      MT  (+/- 180 meters Scaled)
 ES0398
 ES0398                          SUPERSEDED SURVEY CONTROL
 ES0398
 ES0398  NGVD 29 (??/??/92) 1316.415  (m)         4318.94   (f) ADJ UNCH    2 0
 ES0398
 ES0398.Superseded values are not recommended for survey control.
 ES0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0398.See file dsdata.txt to determine how the superseded data were derived.
 ES0398
 ES0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD102110(NAD 83)
 ES0398_MARKER: DB = BENCH MARK DISK
 ES0398_SETTING: 66 = SET IN ROCK OUTCROP
 ES0398_SP_SET: OUTCROP
 ES0398_STAMPING: C 330 1952
 ES0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0398+STABILITY: POSITION/ELEVATION WELL
 ES0398
 ES0398  HISTORY     - Date     Condition        Report By
 ES0398  HISTORY     - 1952     MONUMENTED       CGS
 ES0398  HISTORY     - 20080816 GOOD             GEOCAC
 ES0398
 ES0398                          STATION DESCRIPTION
 ES0398
 ES0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0398'6.0 MI NW FROM DUGAS.
 ES0398'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0398'5.4 MILES NORTH ALONG A DIM TRACK ROAD, 19.5 MILES SOUTHEAST OF
 ES0398'CHERRY, AT A POINT WHERE THE ROAD CROSSES A ROCKY WASH, SET ON TOP AND
 ES0398'AT THE SOUTHWEST EDGE OF A 10-FOOT BY 5-FOOT OUTCROP PROJECTING 2 FEET
 ES0398'ABOVE THE GROUND, 0.8 MILE NORTHWEST OF A WATER SUPPLY TANK DIRT, 0.2
 ES0398'MILE SOUTH OF A WIRE GATE ACROSS THE ROAD, 89 FEET NORTHEAST OF THE
 ES0398'CENTER LINE OF THE ROAD MEASURED FROM A POINT WHERE THE ROAD CROSSES
 ES0398'THE CREEK, AND 28 FEET NORTH OF THE CENTER OF THE CREEK.
 ES0398
 ES0398                          STATION RECOVERY (2008)
 ES0398
 ES0398'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0535 ***********************************************************************
 DA0535  DESIGNATION -  C 332
 DA0535  PID         -  DA0535
 DA0535  STATE/COUNTY-  AZ/MARICOPA
 DA0535  USGS QUAD   -  MIDWAY (1986)
 DA0535
 DA0535                         *CURRENT SURVEY CONTROL
 DA0535  ___________________________________________________________________
 DA0535* NAD 83(1986)-  32 38 14.     (N)    112 51 10.     (W)     SCALED    
 DA0535* NAVD 88     -       353.221  (meters)    1158.86   (feet)  ADJUSTED  
 DA0535  ___________________________________________________________________
 DA0535  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0535  DYNAMIC HT  -         352.789 (meters)    1157.44  (feet)  COMP
 DA0535  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 DA0535
 DA0535  VERT ORDER  -  FIRST     CLASS II
 DA0535
 DA0535.The horizontal coordinates were scaled from a topographic map and have
 DA0535.an estimated accuracy of +/- 6 seconds.
 DA0535
 DA0535.The orthometric height was determined by differential leveling
 DA0535.and adjusted in June 1991.
 DA0535
 DA0535.The geoid height was determined by GEOID03.
 DA0535
 DA0535.The dynamic height is computed by dividing the NAVD 88
 DA0535.geopotential number by the normal gravity value computed on the
 DA0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0535.degrees latitude (g = 980.6199 gals.).
 DA0535
 DA0535.The modeled gravity was interpolated from observed gravity values.
 DA0535
 DA0535;                    North         East    Units  Estimated Accuracy
 DA0535;SPC AZ C     -   181,910.      125,530.      MT  (+/- 180 meters Scaled)
 DA0535
 DA0535                          SUPERSEDED SURVEY CONTROL
 DA0535
 DA0535  NGVD 29 (??/??/92)  352.579  (m)         1156.75   (f) ADJ UNCH    1 2
 DA0535
 DA0535.Superseded values are not recommended for survey control.
 DA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0535.See file dsdata.txt to determine how the superseded data were derived.
 DA0535
 DA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB262125(NAD 83)
 DA0535_MARKER: DB = BENCH MARK DISK
 DA0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0535_STAMPING: C 332 1953
 DA0535_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0535+STABILITY: SURFACE MOTION
 DA0535
 DA0535  HISTORY     - Date     Condition        Report By
 DA0535  HISTORY     - 1953     MONUMENTED       CGS
 DA0535  HISTORY     - 1980     GOOD             NGS
 DA0535
 DA0535                          STATION DESCRIPTION
 DA0535
 DA0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0535'20.2 MI N FROM AJO.
 DA0535'20.2 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0535'FROM THE STATION AT AJO, 10 POLES SOUTH OF MILEPOLE 23, 0.3 MILE NORTH
 DA0535'OF THE CROSSING OF A GRAVELED ROAD, 95.0 FEET WEST OF THE WEST RAIL,
 DA0535'62 1/2 FEET EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 5 1/2
 DA0535'FEET SOUTH OF A TELEPHONE POLE, 2.2 FEET NORTH OF A WITNESS POST,
 DA0535'ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 DA0535'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0535
 DA0535                          STATION RECOVERY (1980)
 DA0535
 DA0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0317 ***********************************************************************
 DA0317  DESIGNATION -  C 333
 DA0317  PID         -  DA0317
 DA0317  STATE/COUNTY-  AZ/PIMA
 DA0317  USGS QUAD   -  AJO NORTH (1990)
 DA0317
 DA0317                         *CURRENT SURVEY CONTROL
 DA0317  ___________________________________________________________________
 DA0317* NAD 83(1986)-  32 23 02.     (N)    112 51 37.     (W)     SCALED    
 DA0317* NAVD 88     -       522.649  (meters)    1714.72   (feet)  ADJUSTED  
 DA0317  ___________________________________________________________________
 DA0317  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0317  DYNAMIC HT  -         521.984 (meters)    1712.54  (feet)  COMP
 DA0317  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 DA0317
 DA0317  VERT ORDER  -  FIRST     CLASS II
 DA0317
 DA0317.The horizontal coordinates were scaled from a topographic map and have
 DA0317.an estimated accuracy of +/- 6 seconds.
 DA0317
 DA0317.The orthometric height was determined by differential leveling
 DA0317.and adjusted in June 1991.
 DA0317
 DA0317.The geoid height was determined by GEOID03.
 DA0317
 DA0317.The dynamic height is computed by dividing the NAVD 88
 DA0317.geopotential number by the normal gravity value computed on the
 DA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0317.degrees latitude (g = 980.6199 gals.).
 DA0317
 DA0317.The modeled gravity was interpolated from observed gravity values.
 DA0317
 DA0317;                    North         East    Units  Estimated Accuracy
 DA0317;SPC AZ C     -   153,820.      124,580.      MT  (+/- 180 meters Scaled)
 DA0317
 DA0317                          SUPERSEDED SURVEY CONTROL
 DA0317
 DA0317  NGVD 29 (??/??/92)  521.958  (m)         1712.46   (f) ADJ UNCH    1 2
 DA0317
 DA0317.Superseded values are not recommended for survey control.
 DA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0317.See file dsdata.txt to determine how the superseded data were derived.
 DA0317
 DA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA250845(NAD 83)
 DA0317_MARKER: DB = BENCH MARK DISK
 DA0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0317_STAMPING: C 333 1953
 DA0317_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0317+STABILITY: SURFACE MOTION
 DA0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0317+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0317
 DA0317  HISTORY     - Date     Condition        Report By
 DA0317  HISTORY     - 1953     MONUMENTED       CGS
 DA0317  HISTORY     - 1980     GOOD             NGS
 DA0317  HISTORY     - 20060218 GOOD             USPSQD
 DA0317  HISTORY     - 20070603 GOOD             GEOCAC
 DA0317
 DA0317                          STATION DESCRIPTION
 DA0317
 DA0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0317'0.8 MI NW FROM AJO.
 DA0317'0.8 MILE NORTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0317'FROM THE STATION AT AJO, NEAR THE NORTHEAST EDGE OF AJO, 202 FEET
 DA0317'NORTH OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 49.3 FEET NORTHEAST
 DA0317'OF THE NORTHEAST RAIL, 40 FEET NORTHWEST OF THE CENTER OF A SMALL
 DA0317'WASH, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 DA0317'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0317'THE GROUND.
 DA0317
 DA0317                          STATION RECOVERY (1980)
 DA0317
 DA0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0317'1.4 KM (0.9 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0317'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.5 KM (0.3 MI)
 DA0317'SOUTHWEST OF A PAVED ROAD CROSSING, 0.2 KM (0.1 MI) SOUTHWEST OF
 DA0317'A ONE-STORY HOUSE, AT THE NORTHEAST EDGE OF TOWN, 61.6 METERS (202 FT)
 DA0317'NORTHEAST OF THE NORTHEAST CORNER OF A RAILWAY BRIDGE OVER A WASH,
 DA0317'14.9 METERS (49.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 12.2 METERS
 DA0317'(40.0 FT) NORTHWEST OF THE CENTERLINE OF A SMALL WASH.
 DA0317'THE MARK IS 03 METERS  SW FROM A WITNESS POST.
 DA0317'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0317
 DA0317                          STATION RECOVERY (2006)
 DA0317
 DA0317'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0317'RECOVERED AS DESCRIBED. WITNESS POST SIGN MISSING.
 DA0317
 DA0317                          STATION RECOVERY (2007)
 DA0317
 DA0317'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0262 ***********************************************************************
 CG0262  DESIGNATION -  C 334
 CG0262  PID         -  CG0262
 CG0262  STATE/COUNTY-  AZ/PIMA
 CG0262  USGS QUAD   -  GREEN VALLEY (1981)
 CG0262
 CG0262                         *CURRENT SURVEY CONTROL
 CG0262  ___________________________________________________________________
 CG0262* NAD 83(1986)-  31 50 29.     (N)    110 58 44.     (W)     SCALED    
 CG0262* NAVD 88     -       872.45   (+/-2cm)    2862.4    (feet)  VERTCON   
 CG0262  ___________________________________________________________________
 CG0262  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0262
 CG0262.The horizontal coordinates were scaled from a topographic map and have
 CG0262.an estimated accuracy of +/- 6 seconds.
 CG0262
 CG0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0262.The vertical order pertains to the NGVD 29 superseded value.
 CG0262
 CG0262.The geoid height was determined by GEOID03.
 CG0262
 CG0262;                    North         East    Units  Estimated Accuracy
 CG0262;SPC AZ C     -    93,660.      302,120.      MT  (+/- 180 meters Scaled)
 CG0262
 CG0262                          SUPERSEDED SURVEY CONTROL
 CG0262
 CG0262  NGVD 29 (??/??/92)  871.702  (m)         2859.91   (f) ADJ UNCH    1 2
 CG0262
 CG0262.Superseded values are not recommended for survey control.
 CG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0262.See file dsdata.txt to determine how the superseded data were derived.
 CG0262
 CG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA019228(NAD 83)
 CG0262_MARKER: DB = BENCH MARK DISK
 CG0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0262_STAMPING: C 334 1953
 CG0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0262+STABILITY: SURFACE MOTION
 CG0262
 CG0262  HISTORY     - Date     Condition        Report By
 CG0262  HISTORY     - 1953     MONUMENTED       CGS
 CG0262
 CG0262                          STATION DESCRIPTION
 CG0262
 CG0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0262'0.8 MI S FROM CONTINENTAL.
 CG0262'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0262'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 52 FEET SOUTHWEST OF
 CG0262'MILEPOLE 1011, 45 FEET WEST OF THE WEST RAIL, 19 FEET EAST OF THE
 CG0262'CENTER LINE OF FORMER U. S. HIGHWAY 89, 1.7 FEET WEST OF A FENCE, 1.5
 CG0262'FEET NORTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND
 CG0262'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CG0262'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0195 ***********************************************************************
 CG0195  DESIGNATION -  C 335
 CG0195  PID         -  CG0195
 CG0195  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0195  USGS QUAD   -  RIO RICO (1981)
 CG0195
 CG0195                         *CURRENT SURVEY CONTROL
 CG0195  ___________________________________________________________________
 CG0195* NAD 83(1986)-  31 25 34.     (N)    110 57 31.     (W)     SCALED    
 CG0195* NAVD 88     -      1077.69   (+/-2cm)    3535.7    (feet)  VERTCON   
 CG0195  ___________________________________________________________________
 CG0195  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0195  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0195
 CG0195.The horizontal coordinates were scaled from a topographic map and have
 CG0195.an estimated accuracy of +/- 6 seconds.
 CG0195
 CG0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0195.The vertical order pertains to the NGVD 29 superseded value.
 CG0195
 CG0195.The geoid height was determined by GEOID03.
 CG0195
 CG0195;                    North         East    Units  Estimated Accuracy
 CG0195;SPC AZ C     -    47,640.      304,440.      MT  (+/- 180 meters Scaled)
 CG0195
 CG0195                          SUPERSEDED SURVEY CONTROL
 CG0195
 CG0195  NGVD 29 (??/??/92) 1076.831  (m)         3532.90   (f) ADJ UNCH    1 2
 CG0195
 CG0195.Superseded values are not recommended for survey control.
 CG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0195.See file dsdata.txt to determine how the superseded data were derived.
 CG0195
 CG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV039768(NAD 83)
 CG0195_MARKER: DB = BENCH MARK DISK
 CG0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0195_SP_SET: ABUTMENT
 CG0195_STAMPING: C 335 1954
 CG0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0195
 CG0195  HISTORY     - Date     Condition        Report By
 CG0195  HISTORY     - 1954     MONUMENTED       CGS
 CG0195
 CG0195                          STATION DESCRIPTION
 CG0195
 CG0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0195'7.25 MI N FROM NOGALES.
 CG0195'7.25 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0195'STATION AT NOGALES, AT WOODEN BRIDGE 1042.56, IN THE TOP OF THE WEST
 CG0195'END OF THE SOUTH CONCRETE ABUTMENT, 5.5 FEET WEST OF THE WEST RAIL,
 CG0195'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0472 ***********************************************************************
 DA0472  DESIGNATION -  C 336
 DA0472  PID         -  DA0472
 DA0472  STATE/COUNTY-  AZ/PIMA
 DA0472  USGS QUAD   -  AJO NORTH (1990)
 DA0472
 DA0472                         *CURRENT SURVEY CONTROL
 DA0472  ___________________________________________________________________
 DA0472* NAD 83(1986)-  32 22 44.     (N)    112 47 49.     (W)     SCALED    
 DA0472* NAVD 88     -       482.53   (+/-2cm)    1583.1    (feet)  VERTCON   
 DA0472  ___________________________________________________________________
 DA0472  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0472
 DA0472.The horizontal coordinates were scaled from a topographic map and have
 DA0472.an estimated accuracy of +/- 6 seconds.
 DA0472
 DA0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0472.The vertical order pertains to the NGVD 29 superseded value.
 DA0472
 DA0472.The geoid height was determined by GEOID03.
 DA0472
 DA0472;                    North         East    Units  Estimated Accuracy
 DA0472;SPC AZ C     -   153,220.      130,530.      MT  (+/- 180 meters Scaled)
 DA0472
 DA0472                          SUPERSEDED SURVEY CONTROL
 DA0472
 DA0472  NGVD 29 (??/??/92)  481.844  (m)         1580.85   (f) ADJ UNCH    2 0
 DA0472
 DA0472.Superseded values are not recommended for survey control.
 DA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0472.See file dsdata.txt to determine how the superseded data were derived.
 DA0472
 DA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA309838(NAD 83)
 DA0472_MARKER: DB = BENCH MARK DISK
 DA0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0472_STAMPING: C 336 1961
 DA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0472+STABILITY: SURFACE MOTION
 DA0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0472+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0472
 DA0472  HISTORY     - Date     Condition        Report By
 DA0472  HISTORY     - 1961     MONUMENTED       CGS
 DA0472  HISTORY     - 20060218 GOOD             USPSQD
 DA0472
 DA0472                          STATION DESCRIPTION
 DA0472
 DA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0472'4.35 MI E FROM AJO.
 DA0472'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0472'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0472'STATE HIGHWAY 85.  THENCE 2.8 MILES EAST ALONG A DIRT ROAD WHICH
 DA0472'FOLLOWS A PIPE LINE.  1.6 MILES EAST OF A STEEL FRAMED GATE ACROSS THE
 DA0472'DIRT ROAD, ABOUT 100 YARDS NORTHEAST OF THE CROSSING OF THE ROAD AND A
 DA0472'SANDY WASH, 104 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3
 DA0472'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0472'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DA0472
 DA0472                          STATION RECOVERY (2006)
 DA0472
 DA0472'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0472'RECOVERED AS DESCRIBED. WITNESS POST BROKEN OFF.  GPS N32.22.45.2
 DA0472'W112.47.49.1
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0233 ***********************************************************************
 DA0233  DESIGNATION -  C 337
 DA0233  PID         -  DA0233
 DA0233  STATE/COUNTY-  AZ/PIMA
 DA0233  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0233
 DA0233                         *CURRENT SURVEY CONTROL
 DA0233  ___________________________________________________________________
 DA0233* NAD 83(1986)-  32 28 26.     (N)    112 17 08.     (W)     SCALED    
 DA0233* NAVD 88     -       677.62   (+/-2cm)    2223.2    (feet)  VERTCON   
 DA0233  ___________________________________________________________________
 DA0233  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0233
 DA0233.The horizontal coordinates were scaled from a topographic map and have
 DA0233.an estimated accuracy of +/- 6 seconds.
 DA0233
 DA0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0233.The vertical order pertains to the NGVD 29 superseded value.
 DA0233
 DA0233.The geoid height was determined by GEOID03.
 DA0233
 DA0233;                    North         East    Units  Estimated Accuracy
 DA0233;SPC AZ C     -   163,470.      178,690.      MT  (+/- 180 meters Scaled)
 DA0233
 DA0233                          SUPERSEDED SURVEY CONTROL
 DA0233
 DA0233  NGVD 29 (??/??/92)  676.934  (m)         2220.91   (f) ADJ UNCH    2 0
 DA0233
 DA0233.Superseded values are not recommended for survey control.
 DA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0233.See file dsdata.txt to determine how the superseded data were derived.
 DA0233
 DA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA791936(NAD 83)
 DA0233_MARKER: DB = BENCH MARK DISK
 DA0233_SETTING: 80 = SET IN A BOULDER
 DA0233_SP_SET: BOULDER
 DA0233_STAMPING: C 337 1961
 DA0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0233+STABILITY: SURFACE MOTION
 DA0233
 DA0233  HISTORY     - Date     Condition        Report By
 DA0233  HISTORY     - 1961     MONUMENTED       CGS
 DA0233
 DA0233                          STATION DESCRIPTION
 DA0233
 DA0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0233'2.75 MI W FROM VENTANA.
 DA0233'ABOUT 2.75 MILES WEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0233'VENTANA, SET IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 2 FEET AND
 DA0233'IS LOCATED AT THE NORTH END OF A ROCKY RIDGE, 43 FEET SOUTHWEST OF THE
 DA0233'CENTER LINE OF THE ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0458 ***********************************************************************
 DA0458  DESIGNATION -  C 338
 DA0458  PID         -  DA0458
 DA0458  STATE/COUNTY-  AZ/PIMA
 DA0458  USGS QUAD   -  MOUNT AJO (1990)
 DA0458
 DA0458                         *CURRENT SURVEY CONTROL
 DA0458  ___________________________________________________________________
 DA0458* NAD 83(1986)-  32 07 01.     (N)    112 38 03.     (W)     SCALED    
 DA0458* NAVD 88     -       674.54   (+/-2cm)    2213.1    (feet)  VERTCON   
 DA0458  ___________________________________________________________________
 DA0458  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0458
 DA0458.The horizontal coordinates were scaled from a topographic map and have
 DA0458.an estimated accuracy of +/- 6 seconds.
 DA0458
 DA0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0458.The vertical order pertains to the NGVD 29 superseded value.
 DA0458
 DA0458.The geoid height was determined by GEOID03.
 DA0458
 DA0458;                    North         East    Units  Estimated Accuracy
 DA0458;SPC AZ C     -   124,060.      145,650.      MT  (+/- 180 meters Scaled)
 DA0458
 DA0458                          SUPERSEDED SURVEY CONTROL
 DA0458
 DA0458  NGVD 29 (??/??/92)  673.782  (m)         2210.57   (f) ADJ UNCH    2 0
 DA0458
 DA0458.Superseded values are not recommended for survey control.
 DA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0458.See file dsdata.txt to determine how the superseded data were derived.
 DA0458
 DA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA458545(NAD 83)
 DA0458_MARKER: DB = BENCH MARK DISK
 DA0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0458_STAMPING: C 338 1961
 DA0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0458+STABILITY: SURFACE MOTION
 DA0458
 DA0458  HISTORY     - Date     Condition        Report By
 DA0458  HISTORY     - 1961     MONUMENTED       CGS
 DA0458
 DA0458                          STATION DESCRIPTION
 DA0458
 DA0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0458'24.55 MI SE FROM AJO.
 DA0458'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0458'RAILROAD FROM THE STATION AT AJO. THENCE 10.8 MILES SOUTHEAST ALONG
 DA0458'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0458'THENCE 8.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 56 FEET WEST OF
 DA0458'THE CENTER LINE OF THE ROAD, 130 FEET NORTH OF THE NORTH BANK OF A
 DA0458'SANDY WASH, 194 FEET WEST AND ACROSS THE ROAD FROM A TELEPHONE POLE,
 DA0458'1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0458'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0271 ***********************************************************************
 DA0271  DESIGNATION -  C 339
 DA0271  PID         -  DA0271
 DA0271  STATE/COUNTY-  AZ/PIMA
 DA0271  USGS QUAD   -  PISINIMO (1990)
 DA0271
 DA0271                         *CURRENT SURVEY CONTROL
 DA0271  ___________________________________________________________________
 DA0271* NAD 83(1986)-  32 00 32.     (N)    112 17 43.     (W)     SCALED    
 DA0271* NAVD 88     -       571.92   (+/-2cm)    1876.4    (feet)  VERTCON   
 DA0271  ___________________________________________________________________
 DA0271  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0271
 DA0271.The horizontal coordinates were scaled from a topographic map and have
 DA0271.an estimated accuracy of +/- 6 seconds.
 DA0271
 DA0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0271.The vertical order pertains to the NGVD 29 superseded value.
 DA0271
 DA0271.The geoid height was determined by GEOID03.
 DA0271
 DA0271;                    North         East    Units  Estimated Accuracy
 DA0271;SPC AZ C     -   111,920.      177,590.      MT  (+/- 180 meters Scaled)
 DA0271
 DA0271                          SUPERSEDED SURVEY CONTROL
 DA0271
 DA0271  NGVD 29 (??/??/92)  571.247  (m)         1874.17   (f) ADJ UNCH    2 0
 DA0271
 DA0271.Superseded values are not recommended for survey control.
 DA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0271.See file dsdata.txt to determine how the superseded data were derived.
 DA0271
 DA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA776421(NAD 83)
 DA0271_MARKER: DB = BENCH MARK DISK
 DA0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0271_STAMPING: C 339 1961
 DA0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0271+STABILITY: SURFACE MOTION
 DA0271
 DA0271  HISTORY     - Date     Condition        Report By
 DA0271  HISTORY     - 1961     MONUMENTED       CGS
 DA0271  HISTORY     - 1961     GOOD             NGS
 DA0271
 DA0271                          STATION DESCRIPTION
 DA0271
 DA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0271'2.35 MI SE FROM PISINIMO.
 DA0271'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0271'PISINIMO, AN INDIAN VILLAGE.  THENCE 2.0 MILES SOUTHEAST ALONG A TRAIL
 DA0271'ROAD.  ABOUT 150 FEET SOUTHEAST OF A WASH, 42 FEET NORTHEAST OF THE
 DA0271'CENTER LINE OF THE TRAIL ROAD, 1.6 FEET NORTHWEST OF A METAL WITNESS
 DA0271'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0271'PROJECTING 7 INCHES.  NOTE-- THIS MARK IS 1.35 MILES SOUTHEAST OF A
 DA0271'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0271'NUMBERED 59.
 DA0271
 DA0271                          STATION RECOVERY (1961)
 DA0271
 DA0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DA0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0319 ***********************************************************************
 FP0319  DESIGNATION -  C 34
 FP0319  PID         -  FP0319
 FP0319  STATE/COUNTY-  AZ/APACHE
 FP0319  USGS QUAD   -  GANADO (1973)
 FP0319
 FP0319                         *CURRENT SURVEY CONTROL
 FP0319  ___________________________________________________________________
 FP0319* NAD 83(1986)-  35 42 33.     (N)    109 33 29.     (W)     SCALED    
 FP0319* NAVD 88     -      1931.166  (meters)    6335.83   (feet)  ADJUSTED  
 FP0319  ___________________________________________________________________
 FP0319  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FP0319  DYNAMIC HT  -        1928.535 (meters)    6327.20  (feet)  COMP
 FP0319  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 FP0319
 FP0319  VERT ORDER  -  FIRST     CLASS II
 FP0319
 FP0319.The horizontal coordinates were scaled from a topographic map and have
 FP0319.an estimated accuracy of +/- 6 seconds.
 FP0319
 FP0319.The orthometric height was determined by differential leveling
 FP0319.and adjusted in June 1991.
 FP0319
 FP0319.The geoid height was determined by GEOID03.
 FP0319
 FP0319.The dynamic height is computed by dividing the NAVD 88
 FP0319.geopotential number by the normal gravity value computed on the
 FP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0319.degrees latitude (g = 980.6199 gals.).
 FP0319
 FP0319.The modeled gravity was interpolated from observed gravity values.
 FP0319
 FP0319;                    North         East    Units  Estimated Accuracy
 FP0319;SPC AZ E     -   522,420.      268,430.      MT  (+/- 180 meters Scaled)
 FP0319
 FP0319                          SUPERSEDED SURVEY CONTROL
 FP0319
 FP0319  NGVD 29 (??/??/92) 1930.201  (m)         6332.67   (f) ADJ UNCH    1 2
 FP0319
 FP0319.Superseded values are not recommended for survey control.
 FP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0319.See file dsdata.txt to determine how the superseded data were derived.
 FP0319
 FP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE304526(NAD 83)
 FP0319_MARKER: DB = BENCH MARK DISK
 FP0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0319_SP_SET: SANDSTONE WALL
 FP0319_STAMPING: 6332.668 C 34 1933
 FP0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0319
 FP0319  HISTORY     - Date     Condition        Report By
 FP0319  HISTORY     - 1933     MONUMENTED       CGS
 FP0319  HISTORY     - 1973     GOOD             USGS
 FP0319
 FP0319                          STATION DESCRIPTION
 FP0319
 FP0319'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0319'IN GANADO.
 FP0319'AT GANADO, APACHE COUNTY, 100 FEET EAST OF THE HUBBELL TRADING POST
 FP0319'(NATIONAL HISTORIC SITE), AT THE SOUTHWEST CORNER OF THE DAY CARE
 FP0319'CENTER BUILDING, IN THE SANDSTONE WALL, AND 4 FEET ABOVE THE GROUND. A
 FP0319'STANDARD DISK, STAMPED 6332.668 C 34 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0122 ***********************************************************************
 FR0122  DESIGNATION -  C 340
 FR0122  PID         -  FR0122
 FR0122  STATE/COUNTY-  AZ/COCONINO
 FR0122  USGS QUAD   -  ASH FORK (1979)
 FR0122
 FR0122                         *CURRENT SURVEY CONTROL
 FR0122  ___________________________________________________________________
 FR0122* NAD 83(1986)-  35 12 50.     (N)    112 24 41.     (W)     SCALED    
 FR0122* NAVD 88     -      1640.624  (meters)    5382.61   (feet)  ADJUSTED  
 FR0122  ___________________________________________________________________
 FR0122  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 FR0122  DYNAMIC HT  -        1638.425 (meters)    5375.40  (feet)  COMP
 FR0122  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 FR0122
 FR0122  VERT ORDER  -  FIRST     CLASS II
 FR0122
 FR0122.The horizontal coordinates were scaled from a topographic map and have
 FR0122.an estimated accuracy of +/- 6 seconds.
 FR0122
 FR0122.The orthometric height was determined by differential leveling
 FR0122.and adjusted in June 1991.
 FR0122.WARNING-Repeat measurements at this control monument indicate possible
 FR0122.vertical movement.
 FR0122
 FR0122.The geoid height was determined by GEOID03.
 FR0122
 FR0122.The dynamic height is computed by dividing the NAVD 88
 FR0122.geopotential number by the normal gravity value computed on the
 FR0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0122.degrees latitude (g = 980.6199 gals.).
 FR0122
 FR0122.The modeled gravity was interpolated from observed gravity values.
 FR0122
 FR0122;                    North         East    Units  Estimated Accuracy
 FR0122;SPC AZ C     -   467,410.      168,320.      MT  (+/- 180 meters Scaled)
 FR0122
 FR0122                          SUPERSEDED SURVEY CONTROL
 FR0122
 FR0122  NGVD 29 (??/??/92) 1639.705  (m)         5379.60   (f) ADJ UNCH    1 2
 FR0122
 FR0122.Superseded values are not recommended for survey control.
 FR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0122.See file dsdata.txt to determine how the superseded data were derived.
 FR0122
 FR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD715976(NAD 83)
 FR0122_MARKER: DB = BENCH MARK DISK
 FR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0122_STAMPING: C 340 1958
 FR0122_MARK LOGO: CGS   
 FR0122_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0122+STABILITY: SURFACE MOTION
 FR0122
 FR0122  HISTORY     - Date     Condition        Report By
 FR0122  HISTORY     - 1958     MONUMENTED       CGS
 FR0122  HISTORY     - 1974     GOOD             USGS
 FR0122  HISTORY     - 1982     GOOD             NGS
 FR0122
 FR0122                          STATION DESCRIPTION
 FR0122
 FR0122'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0122'6.1 MI E FROM ASH FORK.
 FR0122'4.2 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND US HIGHWAY 66 FROM THE
 FR0122'POST OFFICE IN ASH FORK, 100 FT. NORTH OF AND 4.0 FT. LOWER THAN THE
 FR0122'CENTERLINE OF THE WEST BOUND LANE, 1.5 FT. SOUTH OF A FENCE, 1.5 FT.
 FR0122'WEST OF A WITNESS POST.  SET IN THE TOP OF A CONCRETE POST THAT
 FR0122'PROJECTS 6 INCHES, A STANDARD C AND GS TABLET STAMPED C 340 1958.
 FR0122
 FR0122                          STATION RECOVERY (1982)
 FR0122
 FR0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0122'6.1 KM (3.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0122'US HIGHWAY 89 IN ASH FORK, 1.1 KM (0.7 MI) EAST OF THE MONTE CARLO
 FR0122'INTERCHANGE, ON THE INSIDE OF A CURVE NEAR THE BOTTOM OF A GRADE, 35
 FR0122'METERS (115 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 FR0122'LANES, 0.3 METER (1.5 FT) SOUTH OF A FENCE. 0.2 KM (0.15 MI) WEST OF
 FR0122'MILEPOST 150.
 FR0122'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FR0122'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0010 ***********************************************************************
 CH0010  DESIGNATION -  C 340
 CH0010  PID         -  CH0010
 CH0010  STATE/COUNTY-  AZ/PIMA
 CH0010  USGS QUAD   -  BAILEY PEAK (1988)
 CH0010
 CH0010                         *CURRENT SURVEY CONTROL
 CH0010  ___________________________________________________________________
 CH0010* NAD 83(1986)-  31 47 48.     (N)    112 23 56.     (W)     SCALED    
 CH0010* NAVD 88     -       517.41   (+/-2cm)    1697.5    (feet)  VERTCON   
 CH0010  ___________________________________________________________________
 CH0010  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CH0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0010
 CH0010.The horizontal coordinates were scaled from a topographic map and have
 CH0010.an estimated accuracy of +/- 6 seconds.
 CH0010
 CH0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0010.The vertical order pertains to the NGVD 29 superseded value.
 CH0010
 CH0010.The geoid height was determined by GEOID03.
 CH0010
 CH0010;                    North         East    Units  Estimated Accuracy
 CH0010;SPC AZ C     -    88,420.      167,700.      MT  (+/- 180 meters Scaled)
 CH0010
 CH0010                          SUPERSEDED SURVEY CONTROL
 CH0010
 CH0010  NGVD 29 (??/??/92)  516.715  (m)         1695.26   (f) ADJ UNCH    2 0
 CH0010
 CH0010.Superseded values are not recommended for survey control.
 CH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0010.See file dsdata.txt to determine how the superseded data were derived.
 CH0010
 CH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA675187(NAD 83)
 CH0010_MARKER: DB = BENCH MARK DISK
 CH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0010_STAMPING: C 340 1961
 CH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0010+STABILITY: SURFACE MOTION
 CH0010
 CH0010  HISTORY     - Date     Condition        Report By
 CH0010  HISTORY     - 1961     MONUMENTED       CGS
 CH0010
 CH0010                          STATION DESCRIPTION
 CH0010
 CH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0010'7.95 MI W FROM PAPAGO FARMS.
 CH0010'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0010'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0010'WINDMILL AND STONE WATER TANKS.  THENCE 0.45 MILE SOUTH ALONG A TRAIL
 CH0010'ROAD.  THENCE 1.45 MILE WEST ALONG A TRAIL ROAD TO A NORTH-SOUTH
 CH0010'FENCE.  THENCE 0.2 MILE NORTH ALONG THE EAST SIDE OF THE FENCE TO A
 CH0010'GATE.  0.2 MILE NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CH0010'PROJECTS 16 FEET AND IS NUMBERED 57, 32 FEET WEST OF THE CENTER LINE
 CH0010'OF THE ROAD, 87 FEET SOUTH OF THE CENTER OF A GATE, 1 1/2 FEET EAST OF
 CH0010'A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0010'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0152 ***********************************************************************
 FR0152  DESIGNATION -  C 341
 FR0152  PID         -  FR0152
 FR0152  STATE/COUNTY-  AZ/COCONINO
 FR0152  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0152
 FR0152                         *CURRENT SURVEY CONTROL
 FR0152  ___________________________________________________________________
 FR0152* NAD 83(1986)-  35 15 29.     (N)    112 07 14.     (W)     SCALED    
 FR0152* NAVD 88     -      2110.850  (meters)    6925.35   (feet)  ADJUSTED  
 FR0152  ___________________________________________________________________
 FR0152  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0152  DYNAMIC HT  -        2107.865 (meters)    6915.55  (feet)  COMP
 FR0152  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 FR0152
 FR0152  VERT ORDER  -  SECOND    CLASS 0
 FR0152
 FR0152.The horizontal coordinates were scaled from a topographic map and have
 FR0152.an estimated accuracy of +/- 6 seconds.
 FR0152
 FR0152.The orthometric height was determined by differential leveling
 FR0152.and adjusted in June 1991.
 FR0152
 FR0152.The geoid height was determined by GEOID03.
 FR0152
 FR0152.The dynamic height is computed by dividing the NAVD 88
 FR0152.geopotential number by the normal gravity value computed on the
 FR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0152.degrees latitude (g = 980.6199 gals.).
 FR0152
 FR0152.The modeled gravity was interpolated from observed gravity values.
 FR0152
 FR0152;                    North         East    Units  Estimated Accuracy
 FR0152;SPC AZ C     -   472,220.      194,810.      MT  (+/- 180 meters Scaled)
 FR0152
 FR0152                          SUPERSEDED SURVEY CONTROL
 FR0152
 FR0152  NGVD 29 (??/??/92) 2109.842  (m)         6922.04   (f) ADJ UNCH    2 0
 FR0152
 FR0152.Superseded values are not recommended for survey control.
 FR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0152.See file dsdata.txt to determine how the superseded data were derived.
 FR0152
 FR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE980022(NAD 83)
 FR0152_MARKER: DB = BENCH MARK DISK
 FR0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0152_SP_SET: BRIDGE
 FR0152_STAMPING: C 341 1958
 FR0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0152
 FR0152  HISTORY     - Date     Condition        Report By
 FR0152  HISTORY     - 1958     MONUMENTED       CGS
 FR0152  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0152
 FR0152                          STATION DESCRIPTION
 FR0152
 FR0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0152'3.4 MI E FROM WILLIAMS.
 FR0152'3.9 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0152'WILLIAMS, 0.1 MILE EAST OF A GRAVEL ROAD LEADING SOUTH, CEMENTED IN
 FR0152'THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE BRIDGE AT MILEPOST
 FR0152'NUMBER 187.
 FR0152
 FR0152                          STATION RECOVERY (1982)
 FR0152
 FR0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0152'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0014 ***********************************************************************
 CH0014  DESIGNATION -  C 341
 CH0014  PID         -  CH0014
 CH0014  STATE/COUNTY-  AZ/PIMA
 CH0014  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0014
 CH0014                         *CURRENT SURVEY CONTROL
 CH0014  ___________________________________________________________________
 CH0014* NAD 83(1986)-  31 48 30.     (N)    112 20 28.     (W)     SCALED    
 CH0014* NAVD 88     -       531.70   (+/-2cm)    1744.4    (feet)  VERTCON   
 CH0014  ___________________________________________________________________
 CH0014  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CH0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0014
 CH0014.The horizontal coordinates were scaled from a topographic map and have
 CH0014.an estimated accuracy of +/- 6 seconds.
 CH0014
 CH0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0014.The vertical order pertains to the NGVD 29 superseded value.
 CH0014
 CH0014.The geoid height was determined by GEOID03.
 CH0014
 CH0014;                    North         East    Units  Estimated Accuracy
 CH0014;SPC AZ C     -    89,700.      173,170.      MT  (+/- 180 meters Scaled)
 CH0014
 CH0014                          SUPERSEDED SURVEY CONTROL
 CH0014
 CH0014  NGVD 29 (??/??/92)  531.007  (m)         1742.15   (f) ADJ UNCH    2 0
 CH0014
 CH0014.Superseded values are not recommended for survey control.
 CH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0014.See file dsdata.txt to determine how the superseded data were derived.
 CH0014
 CH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA730199(NAD 83)
 CH0014_MARKER: DB = BENCH MARK DISK
 CH0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0014_SP_SET: 15 FT.
 CH0014_STAMPING: C 341 1961
 CH0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0014
 CH0014  HISTORY     - Date     Condition        Report By
 CH0014  HISTORY     - 1961     MONUMENTED       CGS
 CH0014
 CH0014                          STATION DESCRIPTION
 CH0014
 CH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0014'3.85 MI W FROM PAPAGO FARMS.
 CH0014'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0014'PAPAGO FARMS. THENCE 2.25 MILES WEST ALONG A TRAIL ROAD. 2.0 MILES
 CH0014'NORTHEAST OF A METAL WINDMILL AND STONE WATER TANK, 0.45 MILE
 CH0014'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0014'FEET AND IS NUMBERED 58, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CH0014'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CH0014'CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CH0014'DEPTH OF 15 FEET AND ENCASED IN A 6-INCH METAL PIPE FILLED WITH
 CH0014'CONCRETE AND WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0210 ***********************************************************************
 FQ0210  DESIGNATION -  C 342
 FQ0210  PID         -  FQ0210
 FQ0210  STATE/COUNTY-  AZ/COCONINO
 FQ0210  USGS QUAD   -  ANDERSON CANYON (1983)
 FQ0210
 FQ0210                         *CURRENT SURVEY CONTROL
 FQ0210  ___________________________________________________________________
 FQ0210* NAD 83(1986)-  35 07 11.     (N)    111 09 16.     (W)     SCALED    
 FQ0210* NAVD 88     -      1713.368  (meters)    5621.27   (feet)  ADJUSTED  
 FQ0210  ___________________________________________________________________
 FQ0210  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0210  DYNAMIC HT  -        1711.032 (meters)    5613.61  (feet)  COMP
 FQ0210  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 FQ0210
 FQ0210  VERT ORDER  -  FIRST     CLASS II
 FQ0210
 FQ0210.The horizontal coordinates were scaled from a topographic map and have
 FQ0210.an estimated accuracy of +/- 6 seconds.
 FQ0210
 FQ0210.The orthometric height was determined by differential leveling
 FQ0210.and adjusted in June 1991.
 FQ0210
 FQ0210.The geoid height was determined by GEOID03.
 FQ0210
 FQ0210.The dynamic height is computed by dividing the NAVD 88
 FQ0210.geopotential number by the normal gravity value computed on the
 FQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0210.degrees latitude (g = 980.6199 gals.).
 FQ0210
 FQ0210.The modeled gravity was interpolated from observed gravity values.
 FQ0210
 FQ0210;                    North         East    Units  Estimated Accuracy
 FQ0210;SPC AZ C     -   457,120.      282,830.      MT  (+/- 180 meters Scaled)
 FQ0210
 FQ0210                          SUPERSEDED SURVEY CONTROL
 FQ0210
 FQ0210  NGVD 29 (??/??/92) 1712.468  (m)         5618.32   (f) ADJ UNCH    1 2
 FQ0210
 FQ0210.Superseded values are not recommended for survey control.
 FQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0210.See file dsdata.txt to determine how the superseded data were derived.
 FQ0210
 FQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD859863(NAD 83)
 FQ0210_MARKER: DB = BENCH MARK DISK
 FQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0210_STAMPING: C 342 1958
 FQ0210_MARK LOGO: CGS   
 FQ0210_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0210+STABILITY: SURFACE MOTION
 FQ0210
 FQ0210  HISTORY     - Date     Condition        Report By
 FQ0210  HISTORY     - 1958     MONUMENTED       CGS
 FQ0210  HISTORY     - 1983     GOOD             NGS
 FQ0210
 FQ0210                          STATION DESCRIPTION
 FQ0210
 FQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0210'27.5 MI W FROM WINSLOW.
 FQ0210'27.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0210'160 FEET SOUTH OF THE HIGHWAY, 9 FEET SOUTH OF THE FENCE, 10 FEET
 FQ0210'SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 FQ0210'POST THAT PROJECTS 10 INCHES
 FQ0210
 FQ0210                          STATION RECOVERY (1983)
 FQ0210
 FQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0210'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.6 KM (27.1
 FQ0210'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0210'POST OFFICE IN WINSLOW, 0.3 KM (0.2 MI) WEST OF MILEPOST 227, 46.0
 FQ0210'METERS (150.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0210'THE HIGHWAY AND 3.1 METERS (10.2 FT) SOUTH OF A FENCE.
 FQ0210'THE MARK IS 3.0 METERS  S FROM A WITNESS POST.
 FQ0210'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0028 ***********************************************************************
 CH0028  DESIGNATION -  C 342
 CH0028  PID         -  CH0028
 CH0028  STATE/COUNTY-  AZ/PIMA
 CH0028  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0028
 CH0028                         *CURRENT SURVEY CONTROL
 CH0028  ___________________________________________________________________
 CH0028* NAD 83(1986)-  31 47 40.     (N)    112 08 46.     (W)     SCALED    
 CH0028* NAVD 88     -       591.04   (+/-2cm)    1939.1    (feet)  VERTCON   
 CH0028  ___________________________________________________________________
 CH0028  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 CH0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0028
 CH0028.The horizontal coordinates were scaled from a topographic map and have
 CH0028.an estimated accuracy of +/- 6 seconds.
 CH0028
 CH0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0028.The vertical order pertains to the NGVD 29 superseded value.
 CH0028
 CH0028.The geoid height was determined by GEOID03.
 CH0028
 CH0028;                    North         East    Units  Estimated Accuracy
 CH0028;SPC AZ C     -    88,100.      191,630.      MT  (+/- 180 meters Scaled)
 CH0028
 CH0028                          SUPERSEDED SURVEY CONTROL
 CH0028
 CH0028  NGVD 29 (??/??/92)  590.354  (m)         1936.85   (f) ADJ UNCH    2 0
 CH0028
 CH0028.Superseded values are not recommended for survey control.
 CH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0028.See file dsdata.txt to determine how the superseded data were derived.
 CH0028
 CH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA915182(NAD 83)
 CH0028_MARKER: DB = BENCH MARK DISK
 CH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0028_STAMPING: C 342 1961
 CH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0028+STABILITY: SURFACE MOTION
 CH0028
 CH0028  HISTORY     - Date     Condition        Report By
 CH0028  HISTORY     - 1961     MONUMENTED       CGS
 CH0028
 CH0028                          STATION DESCRIPTION
 CH0028
 CH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0028'4.8 MI SE FROM KOTS KUG.
 CH0028'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0028'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0028'EAST ALONG A GRADED DIRT ROAD.  THENCE 1.95 MILES SOUTHEAST ALONG A
 CH0028'TRAIL ROAD, 1.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0028'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 21 FEET SOUTH OF THE
 CH0028'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 CH0028'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CH0028'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0236 ***********************************************************************
 ET0236  DESIGNATION -  C 343
 ET0236  PID         -  ET0236
 ET0236  STATE/COUNTY-  AZ/YAVAPAI
 ET0236  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0236
 ET0236                         *CURRENT SURVEY CONTROL
 ET0236  ___________________________________________________________________
 ET0236* NAD 83(1986)-  34 15 29.     (N)    112 07 01.     (W)     SCALED    
 ET0236* NAVD 88     -      1040.36   (+/-2cm)    3413.2    (feet)  VERTCON   
 ET0236  ___________________________________________________________________
 ET0236  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 ET0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0236
 ET0236.The horizontal coordinates were scaled from a topographic map and have
 ET0236.an estimated accuracy of +/- 6 seconds.
 ET0236
 ET0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0236.The vertical order pertains to the NGVD 29 superseded value.
 ET0236
 ET0236.The geoid height was determined by GEOID03.
 ET0236
 ET0236;                    North         East    Units  Estimated Accuracy
 ET0236;SPC AZ C     -   361,290.      194,920.      MT  (+/- 180 meters Scaled)
 ET0236
 ET0236                          SUPERSEDED SURVEY CONTROL
 ET0236
 ET0236  NGVD 29 (??/??/92) 1039.707  (m)         3411.11   (f) ADJ UNCH    2 0
 ET0236
 ET0236.Superseded values are not recommended for survey control.
 ET0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0236.See file dsdata.txt to determine how the superseded data were derived.
 ET0236
 ET0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC971913(NAD 83)
 ET0236_MARKER: DB = BENCH MARK DISK
 ET0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0236_STAMPING: C 343 1958
 ET0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0236+STABILITY: SURFACE MOTION
 ET0236
 ET0236  HISTORY     - Date     Condition        Report By
 ET0236  HISTORY     - 1958     MONUMENTED       CGS
 ET0236  HISTORY     - 1959     GOOD             NGS
 ET0236
 ET0236                          STATION DESCRIPTION
 ET0236
 ET0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0236'14.7 MI N FROM BLACK CANYON.
 ET0236'14.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0236'CANYON, 0.5 MILE SOUTH OF MILEPOST NUMBER 258, 94 FEET WEST OF THE
 ET0236'FENCE, 43 FEET WEST OF THE CENTER OF A TRACK ROAD, 13.8 FEET NORTH OF
 ET0236'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ET0236'THAT PROJECT 4 INCHES, SET ON THE NORTH SLOPE OF A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0911 ***********************************************************************
 DA0911  DESIGNATION -  C 344
 DA0911  PID         -  DA0911
 DA0911  STATE/COUNTY-  AZ/PIMA
 DA0911  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0911
 DA0911                         *CURRENT SURVEY CONTROL
 DA0911  ___________________________________________________________________
 DA0911* NAD 83(1986)-  32 05 33.     (N)    113 12 50.     (W)     SCALED    
 DA0911* NAVD 88     -       333.67   (+/-2cm)    1094.7    (feet)  VERTCON   
 DA0911  ___________________________________________________________________
 DA0911  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DA0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0911
 DA0911.The horizontal coordinates were scaled from a topographic map and have
 DA0911.an estimated accuracy of +/- 6 seconds.
 DA0911
 DA0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0911.The vertical order pertains to the NGVD 29 superseded value.
 DA0911
 DA0911.The geoid height was determined by GEOID03.
 DA0911
 DA0911;                    North         East    Units  Estimated Accuracy
 DA0911;SPC AZ C     -   121,860.       90,910.      MT  (+/- 180 meters Scaled)
 DA0911
 DA0911                          SUPERSEDED SURVEY CONTROL
 DA0911
 DA0911  NGVD 29 (??/??/92)  332.980  (m)         1092.45   (f) ADJ UNCH    2 0
 DA0911
 DA0911.Superseded values are not recommended for survey control.
 DA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0911.See file dsdata.txt to determine how the superseded data were derived.
 DA0911
 DA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA910528(NAD 83)
 DA0911_MARKER: DB = BENCH MARK DISK
 DA0911_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0911_SP_SET: 9 1/2 FT.
 DA0911_STAMPING: C 344 1961
 DA0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0911
 DA0911  HISTORY     - Date     Condition        Report By
 DA0911  HISTORY     - 1961     MONUMENTED       CGS
 DA0911  HISTORY     - 1962     GOOD             NGS
 DA0911
 DA0911                          STATION DESCRIPTION
 DA0911
 DA0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0911'36.9 MI SW FROM AJO.
 DA0911'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0911'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0911'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0911'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0911'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0911'ALONG A TRAIL ROAD.  THENCE 3.0 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0911'ROAD, 0.7 MILE NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0911'WHICH PROJECTS 16 FEET AND IS NUMBERED 53, 3.0 MILE SOUTHWEST OF A
 DA0911'PAPAGO WELL SIGN, 36 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL
 DA0911'ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0911'TRAIL ROAD, CLAMPED ON A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO
 DA0911'A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4
 DA0911'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0205 ***********************************************************************
 ET0205  DESIGNATION -  C 344
 ET0205  PID         -  ET0205
 ET0205  STATE/COUNTY-  AZ/YAVAPAI
 ET0205  USGS QUAD   -  ESTLER PEAK (1974)
 ET0205
 ET0205                         *CURRENT SURVEY CONTROL
 ET0205  ___________________________________________________________________
 ET0205* NAD 83(1986)-  34 28 24.     (N)    112 01 18.     (W)     SCALED    
 ET0205* NAVD 88     -      1341.57   (+/-2cm)    4401.5    (feet)  VERTCON   
 ET0205  ___________________________________________________________________
 ET0205  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ET0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0205
 ET0205.The horizontal coordinates were scaled from a topographic map and have
 ET0205.an estimated accuracy of +/- 6 seconds.
 ET0205
 ET0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0205.The vertical order pertains to the NGVD 29 superseded value.
 ET0205
 ET0205.The geoid height was determined by GEOID03.
 ET0205
 ET0205;                    North         East    Units  Estimated Accuracy
 ET0205;SPC AZ C     -   385,160.      203,720.      MT  (+/- 180 meters Scaled)
 ET0205
 ET0205                          SUPERSEDED SURVEY CONTROL
 ET0205
 ET0205  NGVD 29 (??/??/92) 1340.793  (m)         4398.92   (f) ADJ UNCH    2 0
 ET0205
 ET0205.Superseded values are not recommended for survey control.
 ET0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0205.See file dsdata.txt to determine how the superseded data were derived.
 ET0205
 ET0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD061151(NAD 83)
 ET0205_MARKER: DB = BENCH MARK DISK
 ET0205_SETTING: 80 = SET IN A BOULDER
 ET0205_SP_SET: BOULDER
 ET0205_STAMPING: C 344 1959
 ET0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0205+STABILITY: SURFACE MOTION
 ET0205
 ET0205  HISTORY     - Date     Condition        Report By
 ET0205  HISTORY     - 1959     MONUMENTED       CGS
 ET0205
 ET0205                          STATION DESCRIPTION
 ET0205
 ET0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0205'13.6 MI SW FROM CAMP VERDE.
 ET0205'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0205'OFFICE IN CAMP VERDE, THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0205'0.05 MILE NORTH OF MILEPOST 275, 134 FEET EAST OF THE CENTER OF THE
 ET0205'HIGHWAY, 33 FEET EAST OF THE FENCE, 5.5 FEET NORTHWEST OF THE WITNESS
 ET0205'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES,
 ET0205'THIS MARK IS SET ON A SMALL BOULDER COVERED KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0887 ***********************************************************************
 DA0887  DESIGNATION -  C 345
 DA0887  PID         -  DA0887
 DA0887  STATE/COUNTY-  AZ/PIMA
 DA0887  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0887
 DA0887                         *CURRENT SURVEY CONTROL
 DA0887  ___________________________________________________________________
 DA0887* NAD 83(1986)-  32 11 19.     (N)    113 03 11.     (W)     SCALED    
 DA0887* NAVD 88     -       342.94   (+/-2cm)    1125.1    (feet)  VERTCON   
 DA0887  ___________________________________________________________________
 DA0887  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DA0887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0887
 DA0887.The horizontal coordinates were scaled from a topographic map and have
 DA0887.an estimated accuracy of +/- 6 seconds.
 DA0887
 DA0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0887.The vertical order pertains to the NGVD 29 superseded value.
 DA0887
 DA0887.The geoid height was determined by GEOID03.
 DA0887
 DA0887;                    North         East    Units  Estimated Accuracy
 DA0887;SPC AZ C     -   132,350.      106,210.      MT  (+/- 180 meters Scaled)
 DA0887
 DA0887                          SUPERSEDED SURVEY CONTROL
 DA0887
 DA0887  NGVD 29 (??/??/92)  342.256  (m)         1122.88   (f) ADJ UNCH    2 0
 DA0887
 DA0887.Superseded values are not recommended for survey control.
 DA0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0887.See file dsdata.txt to determine how the superseded data were derived.
 DA0887
 DA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA064631(NAD 83)
 DA0887_MARKER: DB = BENCH MARK DISK
 DA0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0887_STAMPING: C 345 1961
 DA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0887+STABILITY: SURFACE MOTION
 DA0887
 DA0887  HISTORY     - Date     Condition        Report By
 DA0887  HISTORY     - 1961     MONUMENTED       CGS
 DA0887  HISTORY     - 1962     GOOD             NGS
 DA0887
 DA0887                          STATION DESCRIPTION
 DA0887
 DA0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0887'26.95 MI SW FROM AJO.
 DA0887'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0887'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0887'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0887'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0887'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0887'ALONG A TRAIL ROAD.  THENCE 3.3 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0887'1.05 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0887'PROJECTS 16 FEET AND IS NUMBERED 48, ABOUT 0.7 MILE SOUTHWEST OF THE
 DA0887'NORTHWEST END OF A SMALL MOUNTAIN, 29 FEET SOUTHWEST OF THE CENTER
 DA0887'LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 DA0887'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0887'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0339 ***********************************************************************
 FQ0339  DESIGNATION -  C 345
 FQ0339  PID         -  FQ0339
 FQ0339  STATE/COUNTY-  AZ/COCONINO
 FQ0339  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0339
 FQ0339                         *CURRENT SURVEY CONTROL
 FQ0339  ___________________________________________________________________
 FQ0339* NAD 83(1986)-  35 05 04.     (N)    111 41 16.     (W)     SCALED    
 FQ0339* NAVD 88     -      2068.520  (meters)    6786.47   (feet)  ADJUSTED  
 FQ0339  ___________________________________________________________________
 FQ0339  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0339  DYNAMIC HT  -        2065.594 (meters)    6776.87  (feet)  COMP
 FQ0339  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 FQ0339
 FQ0339  VERT ORDER  -  SECOND    CLASS 0
 FQ0339
 FQ0339.The horizontal coordinates were scaled from a topographic map and have
 FQ0339.an estimated accuracy of +/- 6 seconds.
 FQ0339
 FQ0339.The orthometric height was determined by differential leveling
 FQ0339.and adjusted in June 1991.
 FQ0339
 FQ0339.The geoid height was determined by GEOID03.
 FQ0339
 FQ0339.The dynamic height is computed by dividing the NAVD 88
 FQ0339.geopotential number by the normal gravity value computed on the
 FQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0339.degrees latitude (g = 980.6199 gals.).
 FQ0339
 FQ0339.The modeled gravity was interpolated from observed gravity values.
 FQ0339
 FQ0339;                    North         East    Units  Estimated Accuracy
 FQ0339;SPC AZ C     -   452,970.      234,230.      MT  (+/- 180 meters Scaled)
 FQ0339
 FQ0339                          SUPERSEDED SURVEY CONTROL
 FQ0339
 FQ0339  NGVD 29 (??/??/92) 2067.525  (m)         6783.20   (f) ADJ UNCH    2 0
 FQ0339
 FQ0339.Superseded values are not recommended for survey control.
 FQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0339.See file dsdata.txt to determine how the superseded data were derived.
 FQ0339
 FQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD373826(NAD 83)
 FQ0339_MARKER: DB = BENCH MARK DISK
 FQ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0339_SP_SET: BRDIGE
 FQ0339_STAMPING: C 345 1959
 FQ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0339
 FQ0339  HISTORY     - Date     Condition        Report By
 FQ0339  HISTORY     - 1959     MONUMENTED       CGS
 FQ0339
 FQ0339                          STATION DESCRIPTION
 FQ0339
 FQ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0339'9.5 MI SW FROM FLAGSTAFF.
 FQ0339'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0339'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0339'THENCE 6.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 0.3 MILE
 FQ0339'NORTH OF A LARGE ROCK CUT, ABOUT 0.8 MILE SOUTH OF BENCH MARK B 345,
 FQ0339'49 FEET WEST OF THE CENTER OF THE SOUTH-BOUND LANE, 7.5 FEET SOUTH OF
 FQ0339'THE WITNESS POST, CEMENTED IN THE CENTER OF THE WEST HEADWALL OF A 12
 FQ0339'FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0862 ***********************************************************************
 DA0862  DESIGNATION -  C 346
 DA0862  PID         -  DA0862
 DA0862  STATE/COUNTY-  AZ/PIMA
 DA0862  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0862
 DA0862                         *CURRENT SURVEY CONTROL
 DA0862  ___________________________________________________________________
 DA0862* NAD 83(1986)-  32 28 05.     (N)    113 13 41.     (W)     SCALED    
 DA0862* NAVD 88     -       214.42   (+/-2cm)     703.5    (feet)  VERTCON   
 DA0862  ___________________________________________________________________
 DA0862  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0862
 DA0862.The horizontal coordinates were scaled from a topographic map and have
 DA0862.an estimated accuracy of +/- 6 seconds.
 DA0862
 DA0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0862.The vertical order pertains to the NGVD 29 superseded value.
 DA0862
 DA0862.The geoid height was determined by GEOID03.
 DA0862
 DA0862;                    North         East    Units  Estimated Accuracy
 DA0862;SPC AZ C     -   163,520.       90,080.      MT  (+/- 180 meters Scaled)
 DA0862
 DA0862                          SUPERSEDED SURVEY CONTROL
 DA0862
 DA0862  NGVD 29 (??/??/92)  213.781  (m)          701.38   (f) ADJ UNCH    2 0
 DA0862
 DA0862.Superseded values are not recommended for survey control.
 DA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0862.See file dsdata.txt to determine how the superseded data were derived.
 DA0862
 DA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA906945(NAD 83)
 DA0862_MARKER: DB = BENCH MARK DISK
 DA0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0862_STAMPING: C 346 1961
 DA0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0862+STABILITY: SURFACE MOTION
 DA0862
 DA0862  HISTORY     - Date     Condition        Report By
 DA0862  HISTORY     - 1961     MONUMENTED       CGS
 DA0862  HISTORY     - 1962     GOOD             NGS
 DA0862
 DA0862                          STATION DESCRIPTION
 DA0862
 DA0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0862'3.65 MI SE FROM TONY TANK.
 DA0862'ABOUT 3.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0862'TANK AT TONY RANK, 0.5 MILE EAST-SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0862'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 43, 67 FEET
 DA0862'SOUTHWEST OF THE CENTER LINE OF THE NORTHERLY MOST TRAIL ROAD, 1.7
 DA0862'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0862'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0046 ***********************************************************************
 ES0046  DESIGNATION -  C 346
 ES0046  PID         -  ES0046
 ES0046  STATE/COUNTY-  AZ/NAVAJO
 ES0046  USGS QUAD   -  APACHE BUTTE (1986)
 ES0046
 ES0046                         *CURRENT SURVEY CONTROL
 ES0046  ___________________________________________________________________
 ES0046* NAD 83(1986)-  34 58 11.     (N)    110 26 42.     (W)     SCALED    
 ES0046* NAVD 88     -      1506.14   (+/-2cm)    4941.4    (feet)  VERTCON   
 ES0046  ___________________________________________________________________
 ES0046  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0046
 ES0046.The horizontal coordinates were scaled from a topographic map and have
 ES0046.an estimated accuracy of +/- 6 seconds.
 ES0046
 ES0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0046.The vertical order pertains to the NGVD 29 superseded value.
 ES0046
 ES0046.The geoid height was determined by GEOID03.
 ES0046
 ES0046;                    North         East    Units  Estimated Accuracy
 ES0046;SPC AZ E     -   440,250.      187,950.      MT  (+/- 180 meters Scaled)
 ES0046
 ES0046                          SUPERSEDED SURVEY CONTROL
 ES0046
 ES0046  NGVD 29 (??/??/92) 1505.374  (m)         4938.88   (f) ADJ UNCH    2 0
 ES0046
 ES0046.Superseded values are not recommended for survey control.
 ES0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0046.See file dsdata.txt to determine how the superseded data were derived.
 ES0046
 ES0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD506698(NAD 83)
 ES0046_MARKER: DB = BENCH MARK DISK
 ES0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0046_SP_SET: BRIDGE
 ES0046_STAMPING: C 346 1959
 ES0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0046
 ES0046  HISTORY     - Date     Condition        Report By
 ES0046  HISTORY     - 1959     MONUMENTED       CGS
 ES0046  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0046
 ES0046                          STATION DESCRIPTION
 ES0046
 ES0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0046'15.9 MI E FROM WINSLOW.
 ES0046'15.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0046'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0046'POST OFFICE AT WINSLOW, NAVAJO COUNTY, 14 FEET SOUTH OF THE CENTERLINE
 ES0046'OF THE HIGHWAY, 0.1 MILE WEST OF MILEPOST 289, AND SET IN THE CENTER
 ES0046'OF THE SOUTH HEADWALL OF A 45-FOOT BRIDGE.
 ES0046
 ES0046                          STATION RECOVERY (1983)
 ES0046
 ES0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1005 ***********************************************************************
 DA1005  DESIGNATION -  C 347
 DA1005  PID         -  DA1005
 DA1005  STATE/COUNTY-  AZ/YUMA
 DA1005  USGS QUAD   -  PARADISE CANYON (1990)
 DA1005
 DA1005                         *CURRENT SURVEY CONTROL
 DA1005  ___________________________________________________________________
 DA1005* NAD 83(1992)-  32 07 47.06944(N)    113 37 21.68965(W)     ADJUSTED  
 DA1005* NAVD 88     -       273.99   (+/-2cm)     898.9    (feet)  VERTCON   
 DA1005  ___________________________________________________________________
 DA1005  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DA1005  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1005  HORZ ORDER  -  THIRD
 DA1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1005
 DA1005.The horizontal coordinates were established by classical geodetic methods
 DA1005.and adjusted by the National Geodetic Survey in August 1993.
 DA1005
 DA1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1005.The vertical order pertains to the NGVD 29 superseded value.
 DA1005
 DA1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1005
 DA1005.The geoid height was determined by GEOID03.
 DA1005
 DA1005;                    North         East     Units Scale Factor Converg.
 DA1005;SPC AZ W     -   125,263.627   225,372.007   MT  0.99993511   +0 04 03.7
 DA1005;SPC AZ W     -   410,969.90    739,409.47   iFT  0.99993511   +0 04 03.7
 DA1005;UTM  12      - 3,557,829.629   252,584.425   MT  1.00035498   -1 23 44.0
 DA1005
 DA1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1005!SPC AZ W     -   0.99996221  x   0.99993511  =   0.99989732
 DA1005!UTM  12      -   0.99996221  x   1.00035498  =   1.00031717
 DA1005
 DA1005:                Primary Azimuth Mark                     Grid Az
 DA1005:SPC AZ W     -  BOUNDARY MON 183 MX US                   289 53 40.1
 DA1005:UTM  12      -  BOUNDARY MON 183 MX US                   291 21 27.8
 DA1005
 DA1005|---------------------------------------------------------------------|
 DA1005| PID    Reference Object                     Distance      Geod. Az  |
 DA1005|                                                           dddmmss.s |
 DA1005| DA1260 BOUNDARY MON 183 MX US              APPROX. 4.2 KM 2895743.8 |
 DA1005|---------------------------------------------------------------------|
 DA1005
 DA1005                          SUPERSEDED SURVEY CONTROL
 DA1005
 DA1005  NAD 83(1986)-  32 07 47.02665(N)    113 37 21.72921(W) AD(       ) 3
 DA1005  NGVD 29 (??/??/92)  273.301  (m)          896.65   (f) ADJ UNCH    2 0
 DA1005
 DA1005.Superseded values are not recommended for survey control.
 DA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1005.See file dsdata.txt to determine how the superseded data were derived.
 DA1005
 DA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA5258457830(NAD 83)
 DA1005_MARKER: DB = BENCH MARK DISK
 DA1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1005_STAMPING: C 347 1961
 DA1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1005+STABILITY: SURFACE MOTION
 DA1005
 DA1005  HISTORY     - Date     Condition        Report By
 DA1005  HISTORY     - 1961     MONUMENTED       CGS
 DA1005  HISTORY     - 1962     GOOD             AMS
 DA1005  HISTORY     - 1962     GOOD             NGS
 DA1005
 DA1005                          STATION DESCRIPTION
 DA1005
 DA1005'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1005'DESCRIBED IN NGS LEVEL LINE.  FIELD WORK DONE BY AMS.  THEIR
 DA1005'DESCRIPTION FOLLOWS.
 DA1005'
 DA1005'LOCATED 50.9 MI WNW. OF LUKEVILLE ON US-MEXICO INTERNATIONAL
 DA1005'BOUNDARY.
 DA1005'
 DA1005'NO TO REACH GIVEN.
 DA1005'
 DA1005'STATION MARK--NGS BM DISK STAMPED---C 347 1961---, IN TOP OF
 DA1005'CONCRETE POST PROJECTING 0.2 FT.
 DA1005
 DA1005                          STATION RECOVERY (1962)
 DA1005
 DA1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1005'10.7 MI SE FROM TULE WELL.
 DA1005'ABOUT 10.7 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1005'COMMISSION SHELTER AT TULE WELL, 1.5 MILES NORTHWEST OF A 4X4-INCH
 DA1005'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1005'112 YARDS WEST OF THE CENTER LINE OF A WASH, 19 FEET NORTH OF THE
 DA1005'CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 DA1005'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 DA1005'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0210 ***********************************************************************
 FP0210  DESIGNATION -  C 347
 FP0210  PID         -  FP0210
 FP0210  STATE/COUNTY-  AZ/APACHE
 FP0210  USGS QUAD   -  CHAMBERS (1971)
 FP0210
 FP0210                         *CURRENT SURVEY CONTROL
 FP0210  ___________________________________________________________________
 FP0210* NAD 83(1986)-  35 11 23.     (N)    109 26 19.     (W)     SCALED    
 FP0210* NAVD 88     -      1757.178  (meters)    5765.01   (feet)  ADJUSTED  
 FP0210  ___________________________________________________________________
 FP0210  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 FP0210  DYNAMIC HT  -        1754.736 (meters)    5757.00  (feet)  COMP
 FP0210  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0210
 FP0210  VERT ORDER  -  SECOND    CLASS 0
 FP0210
 FP0210.The horizontal coordinates were scaled from a topographic map and have
 FP0210.an estimated accuracy of +/- 6 seconds.
 FP0210
 FP0210.The orthometric height was determined by differential leveling
 FP0210.and adjusted in June 1991.
 FP0210
 FP0210.The geoid height was determined by GEOID03.
 FP0210
 FP0210.The dynamic height is computed by dividing the NAVD 88
 FP0210.geopotential number by the normal gravity value computed on the
 FP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0210.degrees latitude (g = 980.6199 gals.).
 FP0210
 FP0210.The modeled gravity was interpolated from observed gravity values.
 FP0210
 FP0210;                    North         East    Units  Estimated Accuracy
 FP0210;SPC AZ E     -   464,860.      279,660.      MT  (+/- 180 meters Scaled)
 FP0210
 FP0210                          SUPERSEDED SURVEY CONTROL
 FP0210
 FP0210  NGVD 29 (??/??/92) 1756.258  (m)         5761.99   (f) ADJ UNCH    2 0
 FP0210
 FP0210.Superseded values are not recommended for survey control.
 FP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0210.See file dsdata.txt to determine how the superseded data were derived.
 FP0210
 FP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD421951(NAD 83)
 FP0210_MARKER: DB = BENCH MARK DISK
 FP0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0210_SP_SET: BRIDGE
 FP0210_STAMPING: C 347 1959
 FP0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0210
 FP0210  HISTORY     - Date     Condition        Report By
 FP0210  HISTORY     - 1959     MONUMENTED       CGS
 FP0210  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0210  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0210
 FP0210                          STATION DESCRIPTION
 FP0210
 FP0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0210'7.6 MI E FROM NAVAJO POST OFFICE.
 FP0210'7.6 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT NAVAJO,
 FP0210'0.2 MILE WEST OF THE CHEIFTAIN MOTEL AND CAFE, 22 FEET SOUTH OF THE
 FP0210'CENTER OF THE HIGHWAY, 2 FEET WEST OF THE WITNESS POST, CEMENTED IN A
 FP0210'DRILL HOLE 1 FOOT WEST OF THE EAST END OF THE SOUTH HEADWALL OF A
 FP0210'CONCRETE BRIDGE.
 FP0210
 FP0210                          STATION RECOVERY (1971)
 FP0210
 FP0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0210'MARK NOT FOUND.
 FP0210
 FP0210                          STATION RECOVERY (1983)
 FP0210
 FP0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0210'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0018 ***********************************************************************
 DB0018  DESIGNATION -  C 348
 DB0018  PID         -  DB0018
 DB0018  STATE/COUNTY-  AZ/YUMA
 DB0018  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0018
 DB0018                         *CURRENT SURVEY CONTROL
 DB0018  ___________________________________________________________________
 DB0018* NAD 83(1986)-  32 18 53.     (N)    114 04 43.     (W)     SCALED    
 DB0018* NAVD 88     -       329.48   (+/-2cm)    1081.0    (feet)  VERTCON   
 DB0018  ___________________________________________________________________
 DB0018  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DB0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0018
 DB0018.The horizontal coordinates were scaled from a topographic map and have
 DB0018.an estimated accuracy of +/- 6 seconds.
 DB0018
 DB0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0018.The vertical order pertains to the NGVD 29 superseded value.
 DB0018
 DB0018.The geoid height was determined by GEOID03.
 DB0018
 DB0018;                    North         East    Units  Estimated Accuracy
 DB0018;SPC AZ W     -   145,820.      182,420.      MT  (+/- 180 meters Scaled)
 DB0018
 DB0018                          SUPERSEDED SURVEY CONTROL
 DB0018
 DB0018  NGVD 29 (??/??/92)  328.79   (m)         1078.7    (f) COMPUTED    2 0
 DB0018
 DB0018.Superseded values are not recommended for survey control.
 DB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0018.See file dsdata.txt to determine how the superseded data were derived.
 DB0018
 DB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR750790(NAD 83)
 DB0018_MARKER: DB = BENCH MARK DISK
 DB0018_SETTING: 66 = SET IN ROCK OUTCROP
 DB0018_SP_SET: ROCK OUTCROP
 DB0018_STAMPING: C 348 1961
 DB0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0018+STABILITY: POSITION/ELEVATION WELL
 DB0018
 DB0018  HISTORY     - Date     Condition        Report By
 DB0018  HISTORY     - 1961     MONUMENTED       CGS
 DB0018  HISTORY     - 1962     GOOD             NGS
 DB0018
 DB0018                          STATION DESCRIPTION
 DB0018
 DB0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0018'22.2 MI W FROM TULE WELL.
 DB0018'ABOUT 22.25 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0018'GAME COMMISSION SHELTER AT TULE WELL, 1.45 MILES GENERAL EASTERLY
 DB0018'DIRECTION FROM A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0018'PROJECTS 16 FEET AND IS NUMBERED 14, 1.8 MILES GENERAL WESTERLY
 DB0018'DIRECTION FROM A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0018'PROJECTS 16 FEET AND IS NUMBERED 15, SOUTH OF AND AT THE BASE OF
 DB0018'A ROCKY MOUNTAIN, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DB0018'AT THE WEST END OF A SMALL SHARP ROCKY PROJECTION, ABOUT 4 FEET
 DB0018'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP
 DB0018'PROJECTING 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0548 ***********************************************************************
 CG0548  DESIGNATION -  C 348
 CG0548  PID         -  CG0548
 CG0548  STATE/COUNTY-  AZ/PIMA
 CG0548  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0548
 CG0548                         *CURRENT SURVEY CONTROL
 CG0548  ___________________________________________________________________
 CG0548* NAD 83(1986)-  31 47 58.     (N)    111 01 00.     (W)     SCALED    
 CG0548* NAVD 88     -       897.72   (+/-2cm)    2945.3    (feet)  VERTCON   
 CG0548  ___________________________________________________________________
 CG0548  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0548
 CG0548.The horizontal coordinates were scaled from a topographic map and have
 CG0548.an estimated accuracy of +/- 6 seconds.
 CG0548
 CG0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0548.The vertical order pertains to the NGVD 29 superseded value.
 CG0548
 CG0548.The geoid height was determined by GEOID03.
 CG0548
 CG0548;                    North         East    Units  Estimated Accuracy
 CG0548;SPC AZ C     -    88,980.      298,580.      MT  (+/- 180 meters Scaled)
 CG0548
 CG0548                          SUPERSEDED SURVEY CONTROL
 CG0548
 CG0548  NGVD 29 (??/??/92)  896.952  (m)         2942.75   (f) ADJ UNCH    2 0
 CG0548
 CG0548.Superseded values are not recommended for survey control.
 CG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0548.See file dsdata.txt to determine how the superseded data were derived.
 CG0548
 CG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA984182(NAD 83)
 CG0548_MARKER: DB = BENCH MARK DISK
 CG0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0548_SP_SET: BRIDGE
 CG0548_STAMPING: C 348 1959
 CG0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0548
 CG0548  HISTORY     - Date     Condition        Report By
 CG0548  HISTORY     - 1959     MONUMENTED       CGS
 CG0548  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0548
 CG0548                          STATION DESCRIPTION
 CG0548
 CG0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0548'6.0 MI N FROM AMADO.
 CG0548'6.0 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0548'ABOUT 0.5 MILE SOUTH OF MILEPOST 36, 25 FEET EAST OF THE CENTER OF THE
 CG0548'HIGHWAY, 2 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE 2
 CG0548'FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE BRIDGE.
 CG0548
 CG0548                          STATION RECOVERY (1980)
 CG0548
 CG0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0548'NOT RECOVERED CONCRETE BRIDGE DESCRIBED HAS BEEN DESTROYED
 CG0548'BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0946 ***********************************************************************
 DA0946  DESIGNATION -  C 349
 DA0946  PID         -  DA0946
 DA0946  STATE/COUNTY-  AZ/YUMA
 DA0946  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0946
 DA0946                         *CURRENT SURVEY CONTROL
 DA0946  ___________________________________________________________________
 DA0946* NAD 83(1986)-  32 20 03.     (N)    113 52 31.     (W)     SCALED    
 DA0946* NAVD 88     -       401.53   (+/-2cm)    1317.4    (feet)  VERTCON   
 DA0946  ___________________________________________________________________
 DA0946  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DA0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0946
 DA0946.The horizontal coordinates were scaled from a topographic map and have
 DA0946.an estimated accuracy of +/- 6 seconds.
 DA0946
 DA0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0946.The vertical order pertains to the NGVD 29 superseded value.
 DA0946
 DA0946.The geoid height was determined by GEOID03.
 DA0946
 DA0946;                    North         East    Units  Estimated Accuracy
 DA0946;SPC AZ W     -   147,930.      201,570.      MT  (+/- 180 meters Scaled)
 DA0946
 DA0946                          SUPERSEDED SURVEY CONTROL
 DA0946
 DA0946  NGVD 29 (??/??/92)  400.828  (m)         1315.05   (f) ADJ UNCH    2 0
 DA0946
 DA0946.Superseded values are not recommended for survey control.
 DA0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0946.See file dsdata.txt to determine how the superseded data were derived.
 DA0946
 DA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA293811(NAD 83)
 DA0946_MARKER: DB = BENCH MARK DISK
 DA0946_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0946_SP_SET: 4 FT.
 DA0946_STAMPING: C 349 1961
 DA0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0946
 DA0946  HISTORY     - Date     Condition        Report By
 DA0946  HISTORY     - 1961     MONUMENTED       CGS
 DA0946  HISTORY     - 1962     GOOD             NGS
 DA0946
 DA0946                          STATION DESCRIPTION
 DA0946
 DA0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0946'13.4 MI NW FROM TULE WELL.
 DA0946'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0946'COMMISSION SHELTER AT TULE WELL.  THENCE 10.1 MILES NORTHWEST ALONG A
 DA0946'DIM TRAIL ROAD. THENCE 0.1 MILE SOUTHWEST ACROSS A FLAT FROM THE TRAIL
 DA0946'ROAD TO A ROCKY MOUND, 2.0 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0946'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 3.0 MILES
 DA0946'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0946'FEET AND IS NUMBER 3, 35 FEET NORTHWEST OF A POINTED ROCK FORMATION,
 DA0946'27 FEET SOUTHWEST OF THE CENTER LINE OF A WASH, 2.0 FEET EAST OF A
 DA0946'CAIRN, SET IN THE TOP OF A ROCK OUTCROP PROJECTING 4 FEET ABOVE THE
 DA0946'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1204 ***********************************************************************
 CZ1204  DESIGNATION -  C 349
 CZ1204  PID         -  CZ1204
 CZ1204  STATE/COUNTY-  AZ/PINAL
 CZ1204  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1204
 CZ1204                         *CURRENT SURVEY CONTROL
 CZ1204  ___________________________________________________________________
 CZ1204* NAD 83(1986)-  32 49 45.     (N)    111 58 49.     (W)     SCALED    
 CZ1204* NAVD 88     -       421.39   (+/-2cm)    1382.5    (feet)  VERTCON   
 CZ1204  ___________________________________________________________________
 CZ1204  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1204
 CZ1204.The horizontal coordinates were scaled from a topographic map and have
 CZ1204.an estimated accuracy of +/- 6 seconds.
 CZ1204
 CZ1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1204.The vertical order pertains to the NGVD 29 superseded value.
 CZ1204
 CZ1204.The geoid height was determined by GEOID03.
 CZ1204
 CZ1204;                    North         East    Units  Estimated Accuracy
 CZ1204;SPC AZ C     -   202,810.      207,410.      MT  (+/- 180 meters Scaled)
 CZ1204
 CZ1204                          SUPERSEDED SURVEY CONTROL
 CZ1204
 CZ1204  NGVD 29 (??/??/92)  420.796  (m)         1380.56   (f) ADJ UNCH    2 0
 CZ1204
 CZ1204.Superseded values are not recommended for survey control.
 CZ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1204.See file dsdata.txt to determine how the superseded data were derived.
 CZ1204
 CZ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082327(NAD 83)
 CZ1204_MARKER: DB = BENCH MARK DISK
 CZ1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1204_SP_SET: STOVEPIPE
 CZ1204_STAMPING: C 349 1960
 CZ1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1204
 CZ1204  HISTORY     - Date     Condition        Report By
 CZ1204  HISTORY     - 1960     MONUMENTED       CGS
 CZ1204
 CZ1204                          STATION DESCRIPTION
 CZ1204
 CZ1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1204'5.8 MI S FROM STANFIELD.
 CZ1204'1.4 MILES WEST OF THE POST OFFICE AT STANFIELD, THENCE 3.4 MILES SOUTH
 CZ1204'ON DIRT ROAD, THENCE 1 MILE EAST ALONG HIGHWAY, ABOUT 350 FEET NORTH
 CZ1204'OF CENTERLINE OF HIGHWAY, 1 FOOT NORTH OF WITNESS POST, SET IN TOP OF
 CZ1204'6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0103 ***********************************************************************
 ES0103  DESIGNATION -  C 35
 ES0103  PID         -  ES0103
 ES0103  STATE/COUNTY-  AZ/NAVAJO
 ES0103  USGS QUAD   -  SUN VALLEY (1986)
 ES0103
 ES0103                         *CURRENT SURVEY CONTROL
 ES0103  ___________________________________________________________________
 ES0103* NAD 83(1986)-  34 53 01.     (N)    110 05 55.     (W)     SCALED    
 ES0103* NAVD 88     -      1562.701  (meters)    5126.96   (feet)  ADJUSTED  
 ES0103  ___________________________________________________________________
 ES0103  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0103  DYNAMIC HT  -        1560.545 (meters)    5119.89  (feet)  COMP
 ES0103  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 ES0103
 ES0103  VERT ORDER  -  SECOND    CLASS 0
 ES0103
 ES0103.The horizontal coordinates were scaled from a topographic map and have
 ES0103.an estimated accuracy of +/- 6 seconds.
 ES0103
 ES0103.The orthometric height was determined by differential leveling
 ES0103.and adjusted in June 1991.
 ES0103
 ES0103.The geoid height was determined by GEOID03.
 ES0103
 ES0103.The dynamic height is computed by dividing the NAVD 88
 ES0103.geopotential number by the normal gravity value computed on the
 ES0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0103.degrees latitude (g = 980.6199 gals.).
 ES0103
 ES0103.The modeled gravity was interpolated from observed gravity values.
 ES0103
 ES0103;                    North         East    Units  Estimated Accuracy
 ES0103;SPC AZ E     -   430,670.      219,580.      MT  (+/- 180 meters Scaled)
 ES0103
 ES0103                          SUPERSEDED SURVEY CONTROL
 ES0103
 ES0103  NGVD 29 (??/??/92) 1561.882  (m)         5124.27   (f) ADJ UNCH    2 0
 ES0103
 ES0103.Superseded values are not recommended for survey control.
 ES0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0103.See file dsdata.txt to determine how the superseded data were derived.
 ES0103
 ES0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD823605(NAD 83)
 ES0103_MARKER: DB = BENCH MARK DISK
 ES0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0103_STAMPING: C 35 1934
 ES0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0103+STABILITY: SURFACE MOTION
 ES0103
 ES0103  HISTORY     - Date     Condition        Report By
 ES0103  HISTORY     - 1934     MONUMENTED       CGS
 ES0103  HISTORY     - 1973     GOOD             NGS
 ES0103  HISTORY     - 1986     MARK NOT FOUND   NGS
 ES0103
 ES0103                          STATION DESCRIPTION
 ES0103
 ES0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0103'4.5 MI SE FROM HOLBROOK.
 ES0103'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0103'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.8 MILE WEST
 ES0103'OF THE JUNCTION OF THE ROAD LEADING TO WOODRUFF, ABOUT 1000 FEET SOUTH
 ES0103'OF A ROW OF TELEPHONE POLES, 51 FEET SOUTH OF THE CENTERLINE OF THE
 ES0103'HIGHWAY, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 35
 ES0103'1934 AND SET IN THE TOP OF A CONCRETE POST.
 ES0103
 ES0103                          STATION RECOVERY (1973)
 ES0103
 ES0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ES0103'RECOVERED IN GOOD CONDITION.
 ES0103
 ES0103                          STATION RECOVERY (1986)
 ES0103
 ES0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 ES0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0105 ***********************************************************************
 DB0105  DESIGNATION -  C 350
 DB0105  PID         -  DB0105
 DB0105  STATE/COUNTY-  AZ/YUMA
 DB0105  USGS QUAD   -  FORTUNA MINE (1965)
 DB0105
 DB0105                         *CURRENT SURVEY CONTROL
 DB0105  ___________________________________________________________________
 DB0105* NAD 83(1986)-  32 31 10.     (N)    114 20 46.     (W)     SCALED    
 DB0105* NAVD 88     -       179.67   (+/-2cm)     589.5    (feet)  VERTCON   
 DB0105  ___________________________________________________________________
 DB0105  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DB0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0105
 DB0105.The horizontal coordinates were scaled from a topographic map and have
 DB0105.an estimated accuracy of +/- 6 seconds.
 DB0105
 DB0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0105.The vertical order pertains to the NGVD 29 superseded value.
 DB0105
 DB0105.The geoid height was determined by GEOID03.
 DB0105
 DB0105;                    North         East    Units  Estimated Accuracy
 DB0105;SPC AZ W     -   168,630.      157,360.      MT  (+/- 180 meters Scaled)
 DB0105
 DB0105                          SUPERSEDED SURVEY CONTROL
 DB0105
 DB0105  NGVD 29 (??/??/??)  178.996  (m)          587.26   (f) ADJUSTED    2 0
 DB0105
 DB0105.Superseded values are not recommended for survey control.
 DB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0105.See file dsdata.txt to determine how the superseded data were derived.
 DB0105
 DB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS492011(NAD 83)
 DB0105_MARKER: DB = BENCH MARK DISK
 DB0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0105_STAMPING: C 350 1962
 DB0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0105+STABILITY: SURFACE MOTION
 DB0105
 DB0105  HISTORY     - Date     Condition        Report By
 DB0105  HISTORY     - 1962     MONUMENTED       CGS
 DB0105
 DB0105                          STATION DESCRIPTION
 DB0105
 DB0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0105'20.1 MI SW FROM LIGURTA.
 DB0105'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0105'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0105'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0105'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0105'A WASH, THENCE 1.0 MILE SOUTHEAST ALONG A DIM TRAIL ROAD, 1.2
 DB0105'MILES SOUTH SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERNECE POST
 DB0105'WHICH PROJECTS 16 FEET AND IS NUMBER 10, WEST OF AND ABOUT 1 1/2
 DB0105'FEET FROM THE BASE OF THE GILA MOUNTAINS, 29 FEET SOUTHWEST OF
 DB0105'THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DB0105'ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN
 DB0105'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0973 ***********************************************************************
 DA0973  DESIGNATION -  C 351
 DA0973  PID         -  DA0973
 DA0973  STATE/COUNTY-  AZ/YUMA
 DA0973  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0973
 DA0973                         *CURRENT SURVEY CONTROL
 DA0973  ___________________________________________________________________
 DA0973* NAD 83(1986)-  32 28 14.     (N)    113 40 33.     (W)     SCALED    
 DA0973* NAVD 88     -       203.21   (+/-2cm)     666.7    (feet)  VERTCON   
 DA0973  ___________________________________________________________________
 DA0973  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA0973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0973
 DA0973.The horizontal coordinates were scaled from a topographic map and have
 DA0973.an estimated accuracy of +/- 6 seconds.
 DA0973
 DA0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0973.The vertical order pertains to the NGVD 29 superseded value.
 DA0973
 DA0973.The geoid height was determined by GEOID03.
 DA0973
 DA0973;                    North         East    Units  Estimated Accuracy
 DA0973;SPC AZ W     -   163,050.      220,330.      MT  (+/- 180 meters Scaled)
 DA0973
 DA0973                          SUPERSEDED SURVEY CONTROL
 DA0973
 DA0973  NGVD 29 (??/??/92)  202.563  (m)          664.58   (f) ADJ UNCH    2 0
 DA0973
 DA0973.Superseded values are not recommended for survey control.
 DA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0973.See file dsdata.txt to determine how the superseded data were derived.
 DA0973
 DA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA485957(NAD 83)
 DA0973_MARKER: DB = BENCH MARK DISK
 DA0973_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0973_SP_SET: 16 FT
 DA0973_STAMPING: C 351 1962
 DA0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0973
 DA0973  HISTORY     - Date     Condition        Report By
 DA0973  HISTORY     - 1962     MONUMENTED       CGS
 DA0973
 DA0973                          STATION DESCRIPTION
 DA0973
 DA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0973'26.5 MI SE FROM TACNA.
 DA0973'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0973'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 4.1
 DA0973'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL, 3.2
 DA0973'MILES NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0973'16 FEET AND IS NUMBERED 2, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 DA0973'ROAD, 2.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DA0973'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DA0973'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 DA0973'6-INCH TILE WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0934 ***********************************************************************
 DA0934  DESIGNATION -  C 352
 DA0934  PID         -  DA0934
 DA0934  STATE/COUNTY-  AZ/YUMA
 DA0934  USGS QUAD   -  MONREAL WELL (1990)
 DA0934
 DA0934                         *CURRENT SURVEY CONTROL
 DA0934  ___________________________________________________________________
 DA0934* NAD 83(1986)-  32 29 52.     (N)    113 24 07.     (W)     SCALED    
 DA0934* NAVD 88     -       177.01   (+/-2cm)     580.7    (feet)  VERTCON   
 DA0934  ___________________________________________________________________
 DA0934  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DA0934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0934
 DA0934.The horizontal coordinates were scaled from a topographic map and have
 DA0934.an estimated accuracy of +/- 6 seconds.
 DA0934
 DA0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0934.The vertical order pertains to the NGVD 29 superseded value.
 DA0934
 DA0934.The geoid height was determined by GEOID03.
 DA0934
 DA0934;                    North         East    Units  Estimated Accuracy
 DA0934;SPC AZ W     -   166,120.      246,070.      MT  (+/- 180 meters Scaled)
 DA0934
 DA0934                          SUPERSEDED SURVEY CONTROL
 DA0934
 DA0934  NGVD 29 (??/??/92)  176.392  (m)          578.71   (f) ADJ UNCH    2 0
 DA0934
 DA0934.Superseded values are not recommended for survey control.
 DA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0934.See file dsdata.txt to determine how the superseded data were derived.
 DA0934
 DA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA743981(NAD 83)
 DA0934_MARKER: DB = BENCH MARK DISK
 DA0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0934_STAMPING: C 352 1961
 DA0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0934+STABILITY: SURFACE MOTION
 DA0934
 DA0934  HISTORY     - Date     Condition        Report By
 DA0934  HISTORY     - 1961     MONUMENTED       CGS
 DA0934  HISTORY     - 1962     GOOD             NGS
 DA0934
 DA0934                          STATION DESCRIPTION
 DA0934
 DA0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0934'10.4 MI W FROM TONY TANK.
 DA0934'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0934'TONY TANK.  THENCE 8.7 MILES SOUTHWEST ALONG A TRAIL ROAD, 2.7 MILES
 DA0934'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0934'FEET AND IS NUMBERED 38, 3.6 MILES GENERALLY SOUTHWESTERLY DIRECTION
 DA0934'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0934'IS NUMBERED 37, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0934'ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 DA0934'THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0934'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0181 ***********************************************************************
 DB0181  DESIGNATION -  C 353
 DB0181  PID         -  DB0181
 DB0181  STATE/COUNTY-  AZ/YUMA
 DB0181  USGS QUAD   -  LIGURTA (1965)
 DB0181
 DB0181                         *CURRENT SURVEY CONTROL
 DB0181  ___________________________________________________________________
 DB0181* NAD 83(1986)-  32 39 29.     (N)    114 20 29.     (W)     SCALED    
 DB0181* NAVD 88     -       194.733  (meters)     638.89   (feet)  ADJUSTED  
 DB0181  ___________________________________________________________________
 DB0181  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DB0181  DYNAMIC HT  -         194.508 (meters)     638.15  (feet)  COMP
 DB0181  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 DB0181
 DB0181  VERT ORDER  -  FIRST     CLASS II
 DB0181
 DB0181.The horizontal coordinates were scaled from a topographic map and have
 DB0181.an estimated accuracy of +/- 6 seconds.
 DB0181
 DB0181.The orthometric height was determined by differential leveling
 DB0181.and adjusted in June 1991.
 DB0181
 DB0181.The geoid height was determined by GEOID03.
 DB0181
 DB0181.The dynamic height is computed by dividing the NAVD 88
 DB0181.geopotential number by the normal gravity value computed on the
 DB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0181.degrees latitude (g = 980.6199 gals.).
 DB0181
 DB0181.The modeled gravity was interpolated from observed gravity values.
 DB0181
 DB0181;                    North         East    Units  Estimated Accuracy
 DB0181;SPC AZ W     -   183,990.      157,880.      MT  (+/- 180 meters Scaled)
 DB0181
 DB0181                          SUPERSEDED SURVEY CONTROL
 DB0181
 DB0181  NGVD 29 (??/??/??)  194.070  (m)          636.71   (f) ADJUSTED    1 2
 DB0181
 DB0181.Superseded values are not recommended for survey control.
 DB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0181.See file dsdata.txt to determine how the superseded data were derived.
 DB0181
 DB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS493165(NAD 83)
 DB0181_MARKER: DB = BENCH MARK DISK
 DB0181_SETTING: 66 = SET IN ROCK OUTCROP
 DB0181_SP_SET: ROCK LEDGE
 DB0181_STAMPING: C 353 1960
 DB0181_MARK LOGO: CGS   
 DB0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0181+STABILITY: POSITION/ELEVATION WELL
 DB0181
 DB0181  HISTORY     - Date     Condition        Report By
 DB0181  HISTORY     - 1960     MONUMENTED       CGS
 DB0181  HISTORY     - 1967     GOOD             NGS
 DB0181  HISTORY     - 1981     GOOD             NGS
 DB0181  HISTORY     - 1981     GOOD             NGS
 DB0181
 DB0181                          STATION DESCRIPTION
 DB0181
 DB0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0181'3 MI W FROM LIGURTA.
 DB0181'3.05 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 125 FEET NORTH
 DB0181'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF A ROCK
 DB0181'WITH THE LETTERS B.M. PAINTED ON IT, SET IN A DRILL HOLE IN LEDGE
 DB0181'ROCK AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 DB0181
 DB0181                          STATION RECOVERY (1967)
 DB0181
 DB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0181'RECOVERED IN GOOD CONDITION.
 DB0181
 DB0181                          STATION RECOVERY (1981)
 DB0181
 DB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0181'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0181'4TH AVENUE IN YUMA, THENCE 10.1 KM (6.3 MI) SOUTHEAST ALONG THE EAST-
 DB0181'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.6 KM (0.4 MI) EAST OF
 DB0181'INTERSTATE MILEPOST 18, 0.2 KM (0.1 MI) EAST OF THE EAST END OF A
 DB0181'HIGHWAY CURVE, SET IN TOP OF A ROCK OUTCROP IN THE CENTER MEDIAN OF
 DB0181'THE INTERSTATE, 38.4 M (126 FT) NORTH OF THE CENTERLINE OF THE EAST-
 DB0181'BOUND LANES OF THE HIGHWAY.
 DB0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0181
 DB0181                          STATION RECOVERY (1981)
 DB0181
 DB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0181'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0181'4TH AVENUE IN YUMA, THENCE 10.1 KM (6.3 MI) SOUTHEAST ALONG THE EAST-
 DB0181'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.6 KM (0.4 MI) EAST OF
 DB0181'INTERSTATE MILEPOST 18, 0.2 KM (0.1 MI) EAST OF THE EAST END OF A
 DB0181'HIGHWAY CURVE, SET IN TOP OF A ROCK OUTCROP IN THE CENTER MEDIAN OF
 DB0181'THE INTERSTATE, 38.4 M (126 FT) NORTH OF THE CENTERLINE OF THE EAST-
 DB0181'BOUND LANES OF THE HIGHWAY.
 DB0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0859 ***********************************************************************
 DA0859  DESIGNATION -  C 353
 DA0859  PID         -  DA0859
 DA0859  STATE/COUNTY-  AZ/PIMA
 DA0859  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA0859
 DA0859                         *CURRENT SURVEY CONTROL
 DA0859  ___________________________________________________________________
 DA0859* NAD 83(1986)-  32 29 42.     (N)    113 15 56.     (W)     SCALED    
 DA0859* NAVD 88     -       207.70   (+/-2cm)     681.4    (feet)  VERTCON   
 DA0859  ___________________________________________________________________
 DA0859  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0859
 DA0859.The horizontal coordinates were scaled from a topographic map and have
 DA0859.an estimated accuracy of +/- 6 seconds.
 DA0859
 DA0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0859.The vertical order pertains to the NGVD 29 superseded value.
 DA0859
 DA0859.The geoid height was determined by GEOID03.
 DA0859
 DA0859;                    North         East    Units  Estimated Accuracy
 DA0859;SPC AZ C     -   166,550.       86,600.      MT  (+/- 180 meters Scaled)
 DA0859
 DA0859                          SUPERSEDED SURVEY CONTROL
 DA0859
 DA0859  NGVD 29 (??/??/92)  207.065  (m)          679.35   (f) ADJ UNCH    2 0
 DA0859
 DA0859.Superseded values are not recommended for survey control.
 DA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0859.See file dsdata.txt to determine how the superseded data were derived.
 DA0859
 DA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA871975(NAD 83)
 DA0859_MARKER: DB = BENCH MARK DISK
 DA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0859_STAMPING: C 353 1961
 DA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0859+STABILITY: SURFACE MOTION
 DA0859
 DA0859  HISTORY     - Date     Condition        Report By
 DA0859  HISTORY     - 1961     MONUMENTED       CGS
 DA0859  HISTORY     - 1962     GOOD             NGS
 DA0859
 DA0859                          STATION DESCRIPTION
 DA0859
 DA0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0859'0.65 MI SE FROM TONY TANK.
 DA0859'ABOUT 0.65 MILE SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER TANK
 DA0859'AT TONY TANK, 2.3 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0859'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 36, 29 FEET NORTHEAST OF
 DA0859'THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST OF A METAL WITNESS
 DA0859'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0859'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0826 ***********************************************************************
 DA0826  DESIGNATION -  C 354
 DA0826  PID         -  DA0826
 DA0826  STATE/COUNTY-  AZ/MARICOPA
 DA0826  USGS QUAD   -  SENTINEL NE (1986)
 DA0826
 DA0826                         *CURRENT SURVEY CONTROL
 DA0826  ___________________________________________________________________
 DA0826* NAD 83(1986)-  32 52 30.     (N)    113 07 15.     (W)     SCALED    
 DA0826* NAVD 88     -       232.55   (+/-2cm)     763.0    (feet)  VERTCON   
 DA0826  ___________________________________________________________________
 DA0826  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0826
 DA0826.The horizontal coordinates were scaled from a topographic map and have
 DA0826.an estimated accuracy of +/- 6 seconds.
 DA0826
 DA0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0826.The vertical order pertains to the NGVD 29 superseded value.
 DA0826
 DA0826.The geoid height was determined by GEOID03.
 DA0826
 DA0826;                    North         East    Units  Estimated Accuracy
 DA0826;SPC AZ C     -   208,530.      100,680.      MT  (+/- 180 meters Scaled)
 DA0826
 DA0826                          SUPERSEDED SURVEY CONTROL
 DA0826
 DA0826  NGVD 29 (??/??/92)  231.939  (m)          760.95   (f) ADJ UNCH    2 0
 DA0826
 DA0826.Superseded values are not recommended for survey control.
 DA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0826.See file dsdata.txt to determine how the superseded data were derived.
 DA0826
 DA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB015394(NAD 83)
 DA0826_MARKER: DB = BENCH MARK DISK
 DA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0826_STAMPING: C 354 1960
 DA0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0826+STABILITY: SURFACE MOTION
 DA0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0826+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0826
 DA0826  HISTORY     - Date     Condition        Report By
 DA0826  HISTORY     - 1960     MONUMENTED       CGS
 DA0826  HISTORY     - 20060128 GOOD             USPSQD
 DA0826  HISTORY     - 20060128 GOOD             USPSQD
 DA0826
 DA0826                          STATION DESCRIPTION
 DA0826
 DA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0826'5.4 MI E FROM SENTINEL.
 DA0826'5.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0826'246 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 3
 DA0826'FEET NORTH OF A FENCE LINE, 3 FEET WEST OF A METAL WITNESS POST WITH
 DA0826'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0826
 DA0826                          STATION RECOVERY (2006)
 DA0826
 DA0826'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0826'RECOVERED AS DESCRIBED.
 DA0826
 DA0826                          STATION RECOVERY (2006)
 DA0826
 DA0826'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0826'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0989 ***********************************************************************
 DA0989  DESIGNATION -  C 355
 DA0989  PID         -  DA0989
 DA0989  STATE/COUNTY-  AZ/YUMA
 DA0989  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0989
 DA0989                         *CURRENT SURVEY CONTROL
 DA0989  ___________________________________________________________________
 DA0989* NAD 83(1986)-  32 15 31.     (N)    113 41 08.     (W)     SCALED    
 DA0989* NAVD 88     -       313.83   (+/-2cm)    1029.6    (feet)  VERTCON   
 DA0989  ___________________________________________________________________
 DA0989  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DA0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0989
 DA0989.The horizontal coordinates were scaled from a topographic map and have
 DA0989.an estimated accuracy of +/- 6 seconds.
 DA0989
 DA0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0989.The vertical order pertains to the NGVD 29 superseded value.
 DA0989
 DA0989.The geoid height was determined by GEOID03.
 DA0989
 DA0989;                    North         East    Units  Estimated Accuracy
 DA0989;SPC AZ W     -   139,550.      219,430.      MT  (+/- 180 meters Scaled)
 DA0989
 DA0989                          SUPERSEDED SURVEY CONTROL
 DA0989
 DA0989  NGVD 29 (??/??/92)  313.143  (m)         1027.37   (f) ADJ UNCH    2 0
 DA0989
 DA0989.Superseded values are not recommended for survey control.
 DA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0989.See file dsdata.txt to determine how the superseded data were derived.
 DA0989
 DA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA470722(NAD 83)
 DA0989_MARKER: DB = BENCH MARK DISK
 DA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0989_STAMPING: C 355 1962
 DA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0989+STABILITY: SURFACE MOTION
 DA0989
 DA0989  HISTORY     - Date     Condition        Report By
 DA0989  HISTORY     - 1962     MONUMENTED       CGS
 DA0989
 DA0989                          STATION DESCRIPTION
 DA0989
 DA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0989'5.4 MI NE FROM TULE WELL.
 DA0989'ABOUT 5.4 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0989'COMMISSION SHELTER AT TULE WELL.  0.9 MILE NORTH OF A 4X4-INCH WHITE
 DA0989'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 27, 0.2
 DA0989'MILE NORTHEAST OF AND ACROSS A WASH FROM A CAIRN WHICH IS ON THE
 DA0989'SOUTHEAST END OF A LAVA HILL, IN AN OPEN ROCK COVERED AREA, 24 FEET
 DA0989'EAST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF THE CENTER
 DA0989'LINE OF A VERY DIM TRAIL ROAD, 1.4 FEET NORTH OF A METAL WITNESS POST,
 DA0989'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA0989'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0265 ***********************************************************************
 CZ0265  DESIGNATION -  C 355
 CZ0265  PID         -  CZ0265
 CZ0265  STATE/COUNTY-  AZ/PIMA
 CZ0265  USGS QUAD   -  VAIL (1981)
 CZ0265
 CZ0265                         *CURRENT SURVEY CONTROL
 CZ0265  ___________________________________________________________________
 CZ0265* NAD 83(1986)-  32 01 22.     (N)    110 42 53.     (W)     SCALED    
 CZ0265* NAVD 88     -      1004.911  (meters)    3296.95   (feet)  ADJUSTED  
 CZ0265  ___________________________________________________________________
 CZ0265  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CZ0265  DYNAMIC HT  -        1003.463 (meters)    3292.19  (feet)  COMP
 CZ0265  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 CZ0265  OBS GRAVITY -     979,167.1   (mgal)                       GRAV_OBS
 CZ0265
 CZ0265  VERT ORDER  -  FIRST     CLASS II
 CZ0265
 CZ0265.The horizontal coordinates were scaled from a topographic map and have
 CZ0265.an estimated accuracy of +/- 6 seconds.
 CZ0265
 CZ0265.The orthometric height was determined by differential leveling
 CZ0265.and adjusted in June 1991.
 CZ0265
 CZ0265.The geoid height was determined by GEOID03.
 CZ0265
 CZ0265.The dynamic height is computed by dividing the NAVD 88
 CZ0265.geopotential number by the normal gravity value computed on the
 CZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0265.degrees latitude (g = 980.6199 gals.).
 CZ0265
 CZ0265.The modeled gravity was interpolated from observed gravity values.
 CZ0265.The observed gravity was obtained from relative gravimeter ties
 CZ0265.to the IGSN71 gravity network.
 CZ0265
 CZ0265;                    North         East    Units  Estimated Accuracy
 CZ0265;SPC AZ C     -   114,020.      326,900.      MT  (+/- 180 meters Scaled)
 CZ0265
 CZ0265                          SUPERSEDED SURVEY CONTROL
 CZ0265
 CZ0265  NGVD 29 (??/??/92) 1004.199  (m)         3294.61   (f) ADJ UNCH    1 2
 CZ0265
 CZ0265.Superseded values are not recommended for survey control.
 CZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0265.See file dsdata.txt to determine how the superseded data were derived.
 CZ0265
 CZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA269429(NAD 83)
 CZ0265_MARKER: DB = BENCH MARK DISK
 CZ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0265_STAMPING: C 355 1960
 CZ0265_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0265+STABILITY: SURFACE MOTION
 CZ0265
 CZ0265  HISTORY     - Date     Condition        Report By
 CZ0265  HISTORY     - 1960     MONUMENTED       CGS
 CZ0265  HISTORY     - 1979     GOOD             NGS
 CZ0265
 CZ0265                          STATION DESCRIPTION
 CZ0265
 CZ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0265'18.5 MI SE FROM TUCSON.
 CZ0265'18.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0265'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 266, 112 FEET SOUTHWEST OF
 CZ0265'THE MILE POST, 92 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 CZ0265'TRAFFIC LANE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET
 CZ0265'NORTHEAST OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 4
 CZ0265'INCHES.
 CZ0265
 CZ0265                          STATION RECOVERY (1979)
 CZ0265
 CZ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0265'19.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0265'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.2 MILE SW ACROSS COUNTRY FROM
 CZ0265'THE VAIL POST OFFICE, 91.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CZ0265'EASTBOUND TRAFFIC LANE, 147 FEET WEST OF MILE POST 280, 52 FEET
 CZ0265'SOUTHEAST OF A 4-INCH ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER NUMBER
 CZ0265'POT 1000+00 AND 2 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0265'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0265'THE MARK IS 1 FT ABOVE EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0516 ***********************************************************************
 GR0516  DESIGNATION -  C 356
 GR0516  PID         -  GR0516
 GR0516  STATE/COUNTY-  AZ/MOHAVE
 GR0516  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR0516
 GR0516                         *CURRENT SURVEY CONTROL
 GR0516  ___________________________________________________________________
 GR0516* NAD 83(1986)-  36 05 36.     (N)    114 30 55.     (W)     SCALED    
 GR0516* NAVD 88     -       361.032  (meters)    1184.49   (feet)  POSTED    
 GR0516  ___________________________________________________________________
 GR0516  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR0516  DYNAMIC HT  -         360.670 (meters)    1183.30  (feet)  COMP
 GR0516  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 GR0516
 GR0516  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0516
 GR0516.The horizontal coordinates were scaled from a topographic map and have
 GR0516.an estimated accuracy of +/- 6 seconds.
 GR0516
 GR0516.The orthometric height was determined by differential leveling
 GR0516.and adjusted by the  in 1992.
 GR0516.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0516.rate of 0.0 thru 1.0 mm/km.
 GR0516
 GR0516.The geoid height was determined by GEOID03.
 GR0516
 GR0516.The dynamic height is computed by dividing the NAVD 88
 GR0516.geopotential number by the normal gravity value computed on the
 GR0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0516.degrees latitude (g = 980.6199 gals.).
 GR0516
 GR0516.The modeled gravity was interpolated from observed gravity values.
 GR0516
 GR0516;                    North         East    Units  Estimated Accuracy
 GR0516;SPC AZ W     -   565,160.      144,450.      MT  (+/- 180 meters Scaled)
 GR0516
 GR0516                          SUPERSEDED SURVEY CONTROL
 GR0516
 GR0516  NGVD 29 (??/??/92)  360.320  (m)         1182.15   (f) ADJ UNCH    1 2
 GR0516
 GR0516.Superseded values are not recommended for survey control.
 GR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0516.See file dsdata.txt to determine how the superseded data were derived.
 GR0516
 GR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV237971(NAD 83)
 GR0516_MARKER: DB = BENCH MARK DISK
 GR0516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0516_STAMPING: C 356 1963
 GR0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0516
 GR0516  HISTORY     - Date     Condition        Report By
 GR0516  HISTORY     - 1963     MONUMENTED       CGS
 GR0516
 GR0516                          STATION DESCRIPTION
 GR0516
 GR0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0516'1.9 MI NW FROM BONELLI LANDING.
 GR0516'1.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0516'BONELLI LANDING, AT THE SOUTHWEST END OF A LARGE COVE, AT THE
 GR0516'NORTHEAST END OF A LOW RIDGE, 33 FEET NORTHWEST OF THE APPROXIMATE
 GR0516'CENTER OF THE COVE, 2.6 FEET NORTHEAST OF A WITNESS POST, AND BRAZED
 GR0516'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0836 ***********************************************************************
 ET0836  DESIGNATION -  C 357
 ET0836  PID         -  ET0836
 ET0836  STATE/COUNTY-  AZ/MOHAVE
 ET0836  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0836
 ET0836                         *CURRENT SURVEY CONTROL
 ET0836  ___________________________________________________________________
 ET0836* NAD 83(1986)-  34 15 40.     (N)    113 58 22.     (W)     SCALED    
 ET0836* NAVD 88     -       178.49   (+/-2cm)     585.6    (feet)  VERTCON   
 ET0836  ___________________________________________________________________
 ET0836  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 ET0836  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0836
 ET0836.The horizontal coordinates were scaled from a topographic map and have
 ET0836.an estimated accuracy of +/- 6 seconds.
 ET0836
 ET0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0836.The vertical order pertains to the NGVD 29 superseded value.
 ET0836
 ET0836.The geoid height was determined by GEOID03.
 ET0836
 ET0836;                    North         East    Units  Estimated Accuracy
 ET0836;SPC AZ W     -   361,650.      192,840.      MT  (+/- 180 meters Scaled)
 ET0836
 ET0836                          SUPERSEDED SURVEY CONTROL
 ET0836
 ET0836  NGVD 29 (08/15/05)  177.882  (m)          583.60   (f) ADJUSTED    1 1
 ET0836
 ET0836.Superseded values are not recommended for survey control.
 ET0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0836.See file dsdata.txt to determine how the superseded data were derived.
 ET0836
 ET0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC262951(NAD 83)
 ET0836_MARKER: DB = BENCH MARK DISK
 ET0836_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 ET0836+WITH SETTING: INTO GROUND
 ET0836_STAMPING: C 357 1976
 ET0836_PROJECTION: PROJECTING 8 CENTIMETERS
 ET0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0836+STABILITY: SURFACE MOTION
 ET0836_ROD/PIPE-DEPTH: 1.22 meters
 ET0836
 ET0836  HISTORY     - Date     Condition        Report By
 ET0836  HISTORY     - 1976     MONUMENTED       NGS
 ET0836
 ET0836                          STATION DESCRIPTION
 ET0836
 ET0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0836'30.75 MI NW FROM BOUSE.
 ET0836'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0836'BOUSE, THENCE 1.4 MILES WEST ALONG THE PLANET RANCH ROAD, THENCE 0.5
 ET0836'MILE NORTH ALONG A DIM DRY WASH ROAD, THENCE 0.9 MILE EAST ALONG A
 ET0836'DIM ROAD, IN THE SOUTHEAST CORNER OF A DRYED UP LAKE BED, IN THE
 ET0836'CENTER OF THE INSIDE SHARP CURVE IN THE DIM ROAD, 28 FT. EAST OF THE
 ET0836'CENTER LINE, 29 FT. NORTH OF THE CENTER LINE, 9 FT. NORTH OF A EAST
 ET0836'WEST FENCE LINE.
 ET0836'THE MARK IS ABOVE LEVEL WITH DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0173 ***********************************************************************
 CZ0173  DESIGNATION -  C 358
 CZ0173  PID         -  CZ0173
 CZ0173  STATE/COUNTY-  AZ/PIMA
 CZ0173  USGS QUAD   -  TUCSON SW (1992)
 CZ0173
 CZ0173                         *CURRENT SURVEY CONTROL
 CZ0173  ___________________________________________________________________
 CZ0173* NAD 83(1986)-  32 01 04.     (N)    110 59 31.     (W)     SCALED    
 CZ0173* NAVD 88     -       832.63   (+/-2cm)    2731.7    (feet)  VERTCON   
 CZ0173  ___________________________________________________________________
 CZ0173  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0173
 CZ0173.The horizontal coordinates were scaled from a topographic map and have
 CZ0173.an estimated accuracy of +/- 6 seconds.
 CZ0173
 CZ0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0173.The vertical order pertains to the NGVD 29 superseded value.
 CZ0173
 CZ0173.The geoid height was determined by GEOID03.
 CZ0173
 CZ0173;                    North         East    Units  Estimated Accuracy
 CZ0173;SPC AZ C     -   113,210.      300,720.      MT  (+/- 180 meters Scaled)
 CZ0173
 CZ0173                          SUPERSEDED SURVEY CONTROL
 CZ0173
 CZ0173  NGVD 29 (??/??/92)  831.981  (m)         2729.59   (f) ADJ UNCH    2 0
 CZ0173
 CZ0173.Superseded values are not recommended for survey control.
 CZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0173.See file dsdata.txt to determine how the superseded data were derived.
 CZ0173
 CZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA007424(NAD 83)
 CZ0173_MARKER: DB = BENCH MARK DISK
 CZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0173_STAMPING: C 358 1960
 CZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0173+STABILITY: SURFACE MOTION
 CZ0173
 CZ0173  HISTORY     - Date     Condition        Report By
 CZ0173  HISTORY     - 1960     MONUMENTED       CGS
 CZ0173  HISTORY     - 1967     GOOD             USGS
 CZ0173  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ0173
 CZ0173                          STATION DESCRIPTION
 CZ0173
 CZ0173'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0173'10.8 MI SW FROM TUCSON.
 CZ0173'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0173'U.S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALONCIA ROAD, THENCE 8.9
 CZ0173'MILES SOUTH ON INTERSTATE HIGHWAY 19, 75 FEET EAST OF THE CENTER OF
 CZ0173'THE EAST LANE OF THE FREEWAY, 2 FEET WEST OF A WITNESS POST, SET IN
 CZ0173'THE TOP OF A 12 INCH DIAMETER CONCRETE POST PROJECTING 8 INCHES.
 CZ0173
 CZ0173                          STATION RECOVERY (1995)
 CZ0173
 CZ0173'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0175 ***********************************************************************
 GQ0175  DESIGNATION -  C 359
 GQ0175  PID         -  GQ0175
 GQ0175  STATE/COUNTY-  AZ/MOHAVE
 GQ0175  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0175
 GQ0175                         *CURRENT SURVEY CONTROL
 GQ0175  ___________________________________________________________________
 GQ0175* NAD 83(1986)-  36 56 58.     (N)    113 47 53.     (W)     SCALED    
 GQ0175* NAVD 88     -       650.626  (meters)    2134.60   (feet)  POSTED    
 GQ0175  ___________________________________________________________________
 GQ0175  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 GQ0175  DYNAMIC HT  -         649.940 (meters)    2132.34  (feet)  COMP
 GQ0175  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 GQ0175
 GQ0175  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0175
 GQ0175.The horizontal coordinates were scaled from a topographic map and have
 GQ0175.an estimated accuracy of +/- 6 seconds.
 GQ0175
 GQ0175.The orthometric height was determined by differential leveling
 GQ0175.and adjusted by the  in 1992.
 GQ0175.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0175.rate of 1.1 thru 2.0 mm/km.
 GQ0175
 GQ0175.The geoid height was determined by GEOID03.
 GQ0175
 GQ0175.The dynamic height is computed by dividing the NAVD 88
 GQ0175.geopotential number by the normal gravity value computed on the
 GQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0175.degrees latitude (g = 980.6199 gals.).
 GQ0175
 GQ0175.The modeled gravity was interpolated from observed gravity values.
 GQ0175
 GQ0175;                    North         East    Units  Estimated Accuracy
 GQ0175;SPC AZ W     -   659,880.      209,080.      MT  (+/- 180 meters Scaled)
 GQ0175
 GQ0175                          SUPERSEDED SURVEY CONTROL
 GQ0175
 GQ0175  NGVD 29 (??/??/92)  649.818  (m)         2131.94   (f) ADJ UNCH    2 0
 GQ0175
 GQ0175.Superseded values are not recommended for survey control.
 GQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0175.See file dsdata.txt to determine how the superseded data were derived.
 GQ0175
 GQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF508929(NAD 83)
 GQ0175_MARKER: DB = BENCH MARK DISK
 GQ0175_SETTING: 80 = SET IN A BOULDER
 GQ0175_SP_SET: BOULDER
 GQ0175_STAMPING: C 359 1960
 GQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0175+STABILITY: SURFACE MOTION
 GQ0175
 GQ0175  HISTORY     - Date     Condition        Report By
 GQ0175  HISTORY     - 1960     MONUMENTED       CGS
 GQ0175  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0175
 GQ0175                          STATION DESCRIPTION
 GQ0175
 GQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0175'28.95 MI SW FROM ST GEORGE, UT.
 GQ0175'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0175'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0175'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND BLACKTOP ROAD TO
 GQ0175'A Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA - UTAH
 GQ0175'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0175'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0175'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0175'MILES TO THE VIRGIN RIVER, THENCE FOLLOW RIVER BED 8.0 MILES SOUTHWEST
 GQ0175'TO A YELLOW B.M. PAINTED ON A ROCK AT THE MARK, THIS IS NEAR WHERE THE
 GQ0175'TRAIL LEADS DOWN FROM CEDAR CAMP, THE MARK IS 180 FEET NORTH OF THE
 GQ0175'RIVER SET IN A BOULDER PROJECTING ABOUT 1 FOOT AND ABOUT 8 FEET HIGHER
 GQ0175'THAN THE RIVER.
 GQ0175
 GQ0175                          STATION RECOVERY (1982)
 GQ0175
 GQ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0591 ***********************************************************************
 DA0591  DESIGNATION -  C 36
 DA0591  PID         -  DA0591
 DA0591  STATE/COUNTY-  AZ/MARICOPA
 DA0591  USGS QUAD   -  BLACK GAP (1986)
 DA0591
 DA0591                         *CURRENT SURVEY CONTROL
 DA0591  ___________________________________________________________________
 DA0591* NAD 83(1986)-  32 51 10.     (N)    112 46 09.     (W)     SCALED    
 DA0591* NAVD 88     -       273.855  (meters)     898.47   (feet)  ADJUSTED  
 DA0591  ___________________________________________________________________
 DA0591  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DA0591  DYNAMIC HT  -         273.534 (meters)     897.42  (feet)  COMP
 DA0591  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 DA0591
 DA0591  VERT ORDER  -  FIRST     CLASS II
 DA0591
 DA0591.The horizontal coordinates were scaled from a topographic map and have
 DA0591.an estimated accuracy of +/- 6 seconds.
 DA0591
 DA0591.The orthometric height was determined by differential leveling
 DA0591.and adjusted in June 1991.
 DA0591
 DA0591.The geoid height was determined by GEOID03.
 DA0591
 DA0591.The dynamic height is computed by dividing the NAVD 88
 DA0591.geopotential number by the normal gravity value computed on the
 DA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0591.degrees latitude (g = 980.6199 gals.).
 DA0591
 DA0591.The modeled gravity was interpolated from observed gravity values.
 DA0591
 DA0591;                    North         East    Units  Estimated Accuracy
 DA0591;SPC AZ C     -   205,750.      133,570.      MT  (+/- 180 meters Scaled)
 DA0591
 DA0591                          SUPERSEDED SURVEY CONTROL
 DA0591
 DA0591  NGVD 29 (??/??/92)  273.245  (m)          896.47   (f) ADJ UNCH    1 2
 DA0591
 DA0591.Superseded values are not recommended for survey control.
 DA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0591.See file dsdata.txt to determine how the superseded data were derived.
 DA0591
 DA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB344363(NAD 83)
 DA0591_MARKER: DB = BENCH MARK DISK
 DA0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0591_STAMPING: C 36 1933 896.534
 DA0591_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0591+STABILITY: SURFACE MOTION
 DA0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0591+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0591
 DA0591  HISTORY     - Date     Condition        Report By
 DA0591  HISTORY     - 1933     MONUMENTED       CGS
 DA0591  HISTORY     - 1953     GOOD             NGS
 DA0591  HISTORY     - 1980     GOOD             NGS
 DA0591  HISTORY     - 20010730 GOOD             NGS
 DA0591  HISTORY     - 20060128 GOOD             USPSQD
 DA0591  HISTORY     - 20060128 GOOD             USPSQD
 DA0591  HISTORY     - 20070603 GOOD             GEOCAC
 DA0591
 DA0591                          STATION DESCRIPTION
 DA0591
 DA0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0591'7.2 MI S FROM GILA BEND.
 DA0591'7.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0591'COMPANY RAILROAD STATION AT GILA BEND, 0.15 MILE NORTH OF TUCSON,
 DA0591'CORNELIA AND GILA BEND RAILROAD BRIDGE 76, 13-3/4 POLES SOUTH OF
 DA0591'MILEPOLE 7, 95.6 FEET WEST OF THE WEST RAIL, 63 FEET NORTH OF AN IRON
 DA0591'TELEPHONE POLE, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.9
 DA0591'FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY,
 DA0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 DA0591'GROUND.
 DA0591
 DA0591                          STATION RECOVERY (1980)
 DA0591
 DA0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0591'11.4 KM (7.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0591'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.55 KM (0.35
 DA0591'MI) SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 7, 0.25 KM (0.15 MI)
 DA0591'NORTHEAST OF RAILWAY BRIDGE NUMBER 76, 29.1 METERS (95.6 FT) NORTHWEST
 DA0591'OF THE NORTHWEST RAIL OF THE TRACKS, 32.9 METERS (108 FT) SOUTHEAST
 DA0591'OF THE CENTERLINE OF THE HIGHWAY, 19.2 METERS (63.0 FT) NORTHEAST
 DA0591'OF AN IRON TELEGRAPH POLE, 0.3 METER (1.0 FT) SOUTHEAST OF THE
 DA0591'RIGHT-OF-WAY FENCE LINE.
 DA0591'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0591'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0591
 DA0591                          STATION RECOVERY (2001)
 DA0591
 DA0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0591'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0591
 DA0591                          STATION RECOVERY (2006)
 DA0591
 DA0591'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0591'RECOVERED AS DESCRIBED.
 DA0591
 DA0591                          STATION RECOVERY (2006)
 DA0591
 DA0591'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0591'RECOVERED AS DESCRIBED.
 DA0591
 DA0591                          STATION RECOVERY (2007)
 DA0591
 DA0591'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0610 ***********************************************************************
 DA0610  DESIGNATION -  C 360
 DA0610  PID         -  DA0610
 DA0610  STATE/COUNTY-  AZ/MARICOPA
 DA0610  USGS QUAD   -  GILA BEND (1973)
 DA0610
 DA0610                         *CURRENT SURVEY CONTROL
 DA0610  ___________________________________________________________________
 DA0610* NAD 83(1986)-  32 57 23.     (N)    112 39 28.     (W)     SCALED    
 DA0610* NAVD 88     -       251.20   (+/-2cm)     824.1    (feet)  VERTCON   
 DA0610  ___________________________________________________________________
 DA0610  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0610
 DA0610.The horizontal coordinates were scaled from a topographic map and have
 DA0610.an estimated accuracy of +/- 6 seconds.
 DA0610
 DA0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0610.The vertical order pertains to the NGVD 29 superseded value.
 DA0610
 DA0610.The geoid height was determined by GEOID03.
 DA0610
 DA0610;                    North         East    Units  Estimated Accuracy
 DA0610;SPC AZ C     -   217,160.      144,070.      MT  (+/- 180 meters Scaled)
 DA0610
 DA0610                          SUPERSEDED SURVEY CONTROL
 DA0610
 DA0610  NGVD 29 (??/??/92)  250.584  (m)          822.12   (f) ADJ UNCH    1 2
 DA0610
 DA0610.Superseded values are not recommended for survey control.
 DA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0610.See file dsdata.txt to determine how the superseded data were derived.
 DA0610
 DA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB450476(NAD 83)
 DA0610_MARKER: DB = BENCH MARK DISK
 DA0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0610_SP_SET: ABUTMENT
 DA0610_STAMPING: C 360 1967
 DA0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0610
 DA0610  HISTORY     - Date     Condition        Report By
 DA0610  HISTORY     - 1967     MONUMENTED       CGS
 DA0610  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0610  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0610  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 DA0610  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0610
 DA0610                          STATION DESCRIPTION
 DA0610
 DA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0610'3.45 MI E FROM GILA BEND.
 DA0610'3.45 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0610'AT GILA BEND, IN S 34, T 5 S, R 4 W, 7 FEET NORTH OF THE NORTH RAIL OF
 DA0610'THE MAIN TRACK, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 DA0610'ABUTMENT OF CONCRETE RAILROAD BRIDGE 5, AND ABOUT 1 1/2 FEET BELOW THE
 DA0610'LEVEL OF THE TRACKS.
 DA0610
 DA0610                          STATION RECOVERY (1980)
 DA0610
 DA0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0610'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW BRIDGE HAS BEEN
 DA0610'BUILT.
 DA0610
 DA0610                          STATION RECOVERY (1980)
 DA0610
 DA0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0610'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW BRIDGE HAS BEEN
 DA0610'BUILT.
 DA0610
 DA0610                          STATION RECOVERY (1994)
 DA0610
 DA0610'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0610'MARK NOT FOUND.
 DA0610
 DA0610                          STATION RECOVERY (2007)
 DA0610
 DA0610'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0824 ***********************************************************************
 DV0824  DESIGNATION -  C 361
 DV0824  PID         -  DV0824
 DV0824  STATE/COUNTY-  AZ/MARICOPA
 DV0824  USGS QUAD   -  COTTON CENTER (1973)
 DV0824
 DV0824                         *CURRENT SURVEY CONTROL
 DV0824  ___________________________________________________________________
 DV0824* NAD 83(1986)-  33 00 15.     (N)    112 39 58.     (W)     SCALED    
 DV0824* NAVD 88     -       224.948  (meters)     738.02   (feet)  ADJUSTED  
 DV0824  ___________________________________________________________________
 DV0824  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV0824  DYNAMIC HT  -         224.684 (meters)     737.15  (feet)  COMP
 DV0824  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 DV0824
 DV0824  VERT ORDER  -  FIRST     CLASS II
 DV0824
 DV0824.The horizontal coordinates were scaled from a topographic map and have
 DV0824.an estimated accuracy of +/- 6 seconds.
 DV0824
 DV0824.The orthometric height was determined by differential leveling
 DV0824.and adjusted in June 1991.
 DV0824
 DV0824.The geoid height was determined by GEOID03.
 DV0824
 DV0824.The dynamic height is computed by dividing the NAVD 88
 DV0824.geopotential number by the normal gravity value computed on the
 DV0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0824.degrees latitude (g = 980.6199 gals.).
 DV0824
 DV0824.The modeled gravity was interpolated from observed gravity values.
 DV0824
 DV0824;                    North         East    Units  Estimated Accuracy
 DV0824;SPC AZ C     -   222,460.      143,330.      MT  (+/- 180 meters Scaled)
 DV0824
 DV0824                          SUPERSEDED SURVEY CONTROL
 DV0824
 DV0824  NGVD 29 (??/??/92)  224.321  (m)          735.96   (f) ADJ UNCH    1 2
 DV0824
 DV0824.Superseded values are not recommended for survey control.
 DV0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0824.See file dsdata.txt to determine how the superseded data were derived.
 DV0824
 DV0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB443529(NAD 83)
 DV0824_MARKER: DB = BENCH MARK DISK
 DV0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0824_STAMPING: C 361 1967
 DV0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0824+STABILITY: SURFACE MOTION
 DV0824
 DV0824  HISTORY     - Date     Condition        Report By
 DV0824  HISTORY     - 1967     MONUMENTED       CGS
 DV0824  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DV0824  HISTORY     - 20070417 POOR             GEOCAC
 DV0824
 DV0824                          STATION DESCRIPTION
 DV0824
 DV0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0824'5.1 MI N FROM GILA BEND.
 DV0824'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0824'GILA BEND, THENCE 4.25 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0824'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 9, T 5 S, R 4 W 48 FEET WEST OF
 DV0824'THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE NORTH END OF
 DV0824'A CONCRETE HEAD WALL, 36 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD
 DV0824'LEADING WEST, 22 FEET NORTH OF POWER POLE NUMBER 10-13, 2 FEET EAST OF
 DV0824'A FENCE, 2.0 FEET NORTHWEST OF A 4 BY 4-INCH WOODEN WITNESS POST,
 DV0824'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 DV0824'CONCRETE POST PROJECTING 6 INCHES.
 DV0824
 DV0824                          STATION RECOVERY (1981)
 DV0824
 DV0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0824'THIS MARK WILL BE DESTROYED AFTER IT IS LEVELED TO THIS SURVEY.
 DV0824
 DV0824                          STATION RECOVERY (2007)
 DV0824
 DV0824'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0824'THE UPROOTED, DISKLESS MONUMENT WAS FOUND NEARBY. DESTROYED AS
 DV0824'PROMISED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0774 ***********************************************************************
 DV0774  DESIGNATION -  C 362
 DV0774  PID         -  DV0774
 DV0774  STATE/COUNTY-  AZ/MARICOPA
 DV0774  USGS QUAD   -  WINTERSBURG (1984)
 DV0774
 DV0774                         *CURRENT SURVEY CONTROL
 DV0774  ___________________________________________________________________
 DV0774* NAD 83(2007)-  33 24 03.41280(N)    112 49 18.42500(W)     ADJUSTED  
 DV0774* NAVD 88     -       290.644  (meters)     953.55   (feet)  ADJUSTED  
 DV0774  ___________________________________________________________________
 DV0774  EPOCH DATE  -        2007.00
 DV0774  X           -  -2,067,458.813 (meters)                     COMP
 DV0774  Y           -  -4,913,060.242 (meters)                     COMP
 DV0774  Z           -   3,491,310.856 (meters)                     COMP
 DV0774  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DV0774  ELLIP HEIGHT-         259.698 (meters)          (02/10/07) ADJUSTED
 DV0774  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0774  DYNAMIC HT  -         290.310 (meters)     952.46  (feet)  COMP
 DV0774
 DV0774  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0774  Type    PID    Designation                      North   East  Ellip
 DV0774  -------------------------------------------------------------------
 DV0774  NETWORK DV0774 C 362                             0.43   0.39   0.98
 DV0774  -------------------------------------------------------------------
 DV0774  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 DV0774
 DV0774  VERT ORDER  -  FIRST     CLASS II
 DV0774
 DV0774.The horizontal coordinates were established by GPS observations
 DV0774.and adjusted by the National Geodetic Survey in February 2007.
 DV0774
 DV0774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0774.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0774.The horizontal coordinates are valid at the epoch date displayed above.
 DV0774.The epoch date for horizontal control is a decimal equivalence
 DV0774.of Year/Month/Day.
 DV0774
 DV0774.The orthometric height was determined by differential leveling
 DV0774.and adjusted in June 1991.
 DV0774
 DV0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0774
 DV0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0774
 DV0774.The ellipsoidal height was determined by GPS observations
 DV0774.and is referenced to NAD 83.
 DV0774
 DV0774.The geoid height was determined by GEOID03.
 DV0774
 DV0774.The dynamic height is computed by dividing the NAVD 88
 DV0774.geopotential number by the normal gravity value computed on the
 DV0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0774.degrees latitude (g = 980.6199 gals.).
 DV0774
 DV0774.The modeled gravity was interpolated from observed gravity values.
 DV0774
 DV0774;                    North         East     Units Scale Factor Converg.
 DV0774;SPC AZ C     -   266,581.559   129,165.493   MT  0.99998737   -0 29 53.9
 DV0774;SPC AZ C     -   874,611.41    423,771.30   iFT  0.99998737   -0 29 53.9
 DV0774;UTM  12      - 3,697,220.551   330,579.036   MT  0.99995389   -1 00 11.2
 DV0774
 DV0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0774!SPC AZ C     -   0.99995923  x   0.99998737  =   0.99994660
 DV0774!UTM  12      -   0.99995923  x   0.99995389  =   0.99991312
 DV0774
 DV0774                          SUPERSEDED SURVEY CONTROL
 DV0774
 DV0774  NAD 83(1992)-  33 24 03.41206(N)    112 49 18.42473(W) AD(       ) A
 DV0774  ELLIP H (09/30/99)  259.718  (m)                       GP(       ) 3 1
 DV0774  NAVD 88 (09/30/99)  290.64   (m)          953.5    (f) LEVELING    3  
 DV0774  NGVD 29 (??/??/92)  290.031  (m)          951.54   (f) ADJ UNCH    1 2
 DV0774
 DV0774.Superseded values are not recommended for survey control.
 DV0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0774.See file dsdata.txt to determine how the superseded data were derived.
 DV0774
 DV0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3057997221(NAD 83)
 DV0774_MARKER: DB = BENCH MARK DISK
 DV0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0774_SP_SET: 12 FEET
 DV0774_STAMPING: C 362 1967
 DV0774_MARK LOGO: CGS   
 DV0774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DV0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0774+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DV0774
 DV0774  HISTORY     - Date     Condition        Report By
 DV0774  HISTORY     - 1967     MONUMENTED       CGS
 DV0774  HISTORY     - 1981     GOOD             NGS
 DV0774  HISTORY     - 19990202 GOOD             RBFAME
 DV0774  HISTORY     - 20000401 GOOD             MCDOT
 DV0774
 DV0774                          STATION DESCRIPTION
 DV0774
 DV0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0774'6.8 MI NW FROM HASSAYAMPA.
 DV0774'6.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0774'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 25, T 1 N, R 6 W,
 DV0774'0.2 MILE NORTHWEST OF THE THOMAS FARMHOUSE WHICH IS LOCATED ON A SMALL
 DV0774'HILL AND SURROUNDED BY A SMALL GROVE OF TREES, 51 FEET NORTHEAST OF
 DV0774'THE CENTER LINE OF THE ROAD, 9 FEET EAST OF POWER POLE NUMBER 10, 2.0
 DV0774'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DV0774'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 DV0774'A DEPTH OF 12 FEET AND IS ENCASED IN A 5 INCH IRON PIPE WHICH PROJECTS
 DV0774'7 INCHES.
 DV0774
 DV0774                          STATION RECOVERY (1981)
 DV0774
 DV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0774'RECOVERED IN GOOD CONDITION.
 DV0774
 DV0774                          STATION RECOVERY (1999)
 DV0774
 DV0774'RECOVERY NOTE BY RBF/AMERICAN ENGINEERING 1999 (JCE)
 DV0774'RECOVERED AS DESCRIBED.  THE STATION CAN ALSO BE REACHED FROM THE
 DV0774'INTERSECTION OF INTERSTATE HIGHWAY 10 AND WINTERSBURG ROAD, ABOUT 4.5
 DV0774'MI (7.2 KM) NORTH OF WINTERSBURG, BY GOING SOUTH FOR 4.2 MI (6.8 KM)
 DV0774'ON WINTERSBURG ROAD TO THE INTERSECTION OF SALOME HIGHWAY.  TURN LEFT
 DV0774'AND GO EAST-SOUTHEAST FOR 3.1 MI (5.0 KM) ON SALOME HIGHWAY TO THE
 DV0774'STATION ON LEFT.
 DV0774
 DV0774                          STATION RECOVERY (2000)
 DV0774
 DV0774'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0973 ***********************************************************************
 CZ0973  DESIGNATION -  C 363
 CZ0973  PID         -  CZ0973
 CZ0973  STATE/COUNTY-  AZ/PINAL
 CZ0973  USGS QUAD   -  STANFIELD (1992)
 CZ0973
 CZ0973                         *CURRENT SURVEY CONTROL
 CZ0973  ___________________________________________________________________
 CZ0973* NAD 83(1986)-  32 58 03.     (N)    111 54 14.     (W)     SCALED    
 CZ0973* NAVD 88     -       398.698  (meters)    1308.06   (feet)  ADJUSTED  
 CZ0973  ___________________________________________________________________
 CZ0973  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ0973  DYNAMIC HT  -         398.216 (meters)    1306.48  (feet)  COMP
 CZ0973  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 CZ0973  OBS GRAVITY -     979,414.9   (mgal)                       GRAV_OBS
 CZ0973
 CZ0973  VERT ORDER  -  FIRST     CLASS II
 CZ0973
 CZ0973.The horizontal coordinates were scaled from a topographic map and have
 CZ0973.an estimated accuracy of +/- 6 seconds.
 CZ0973
 CZ0973.The orthometric height was determined by differential leveling
 CZ0973.and adjusted in June 1991.
 CZ0973
 CZ0973.The geoid height was determined by GEOID03.
 CZ0973
 CZ0973.The dynamic height is computed by dividing the NAVD 88
 CZ0973.geopotential number by the normal gravity value computed on the
 CZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0973.degrees latitude (g = 980.6199 gals.).
 CZ0973
 CZ0973.The modeled gravity was interpolated from observed gravity values.
 CZ0973.The observed gravity was obtained from relative gravimeter ties
 CZ0973.to the IGSN71 gravity network.
 CZ0973
 CZ0973;                    North         East    Units  Estimated Accuracy
 CZ0973;SPC AZ C     -   218,150.      214,550.      MT  (+/- 180 meters Scaled)
 CZ0973
 CZ0973                          SUPERSEDED SURVEY CONTROL
 CZ0973
 CZ0973  NGVD 29 (??/??/92)  398.198  (m)         1306.42   (f) ADJ UNCH    1 2
 CZ0973
 CZ0973.Superseded values are not recommended for survey control.
 CZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0973.See file dsdata.txt to determine how the superseded data were derived.
 CZ0973
 CZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB155480(NAD 83)
 CZ0973_MARKER: DB = BENCH MARK DISK
 CZ0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0973_SP_SET: ABUTMENT
 CZ0973_STAMPING: C 363 1967
 CZ0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0973+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 CZ0973
 CZ0973  HISTORY     - Date     Condition        Report By
 CZ0973  HISTORY     - 1967     MONUMENTED       CGS
 CZ0973  HISTORY     - 1980     GOOD             NGS
 CZ0973  HISTORY     - 1980     GOOD             NGS
 CZ0973  HISTORY     - 20061101 GOOD             GEOCAC
 CZ0973
 CZ0973                          STATION DESCRIPTION
 CZ0973
 CZ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0973'10.6 MI SE FROM MARICOPA.
 CZ0973'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 CZ0973'MARICOPA, THENCE 10.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0973'RAILROAD, OR ABOUT 11.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0973'RAILROAD FROM THE STATION AT CASA GRANDE, IN S 24, R 4 E, T 5 S, 4 1/2
 CZ0973'POLES SOUTHEAST OF MILEPOST NUMBER 908, 6 1/2 FEET NORTHEAST OF THE
 CZ0973'NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, SET IN THE TOP OF THE
 CZ0973'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 CZ0973'NUMBER 908.16, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CZ0973
 CZ0973                          STATION RECOVERY (1980)
 CZ0973
 CZ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0973'RECOVERED IN GOOD CONDITION.
 CZ0973
 CZ0973                          STATION RECOVERY (1980)
 CZ0973
 CZ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0973'RECOVERED IN GOOD CONDITION.
 CZ0973
 CZ0973                          STATION RECOVERY (2006)
 CZ0973
 CZ0973'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0377 ***********************************************************************
 CZ0377  DESIGNATION -  C 364
 CZ0377  PID         -  CZ0377
 CZ0377  STATE/COUNTY-  AZ/PINAL
 CZ0377  USGS QUAD   -  PICACHO RESERVOIR (1992)
 CZ0377
 CZ0377                         *CURRENT SURVEY CONTROL
 CZ0377  ___________________________________________________________________
 CZ0377* NAD 83(1986)-  32 51 44.     (N)    111 29 19.     (W)     SCALED    
 CZ0377* NAVD 88     -       451.510  (meters)    1481.33   (feet)  ADJUSTED  
 CZ0377  ___________________________________________________________________
 CZ0377  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0377  DYNAMIC HT  -         450.947 (meters)    1479.48  (feet)  COMP
 CZ0377  MODELED GRAV-     979,378.1   (mgal)                       NAVD 88
 CZ0377
 CZ0377  VERT ORDER  -  FIRST     CLASS II
 CZ0377
 CZ0377.The horizontal coordinates were scaled from a topographic map and have
 CZ0377.an estimated accuracy of +/- 6 seconds.
 CZ0377
 CZ0377.The orthometric height was determined by differential leveling
 CZ0377.and adjusted in November 1993.
 CZ0377
 CZ0377.The geoid height was determined by GEOID03.
 CZ0377
 CZ0377.The dynamic height is computed by dividing the NAVD 88
 CZ0377.geopotential number by the normal gravity value computed on the
 CZ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0377.degrees latitude (g = 980.6199 gals.).
 CZ0377
 CZ0377.The modeled gravity was interpolated from observed gravity values.
 CZ0377
 CZ0377;                    North         East    Units  Estimated Accuracy
 CZ0377;SPC AZ C     -   206,550.      253,420.      MT  (+/- 180 meters Scaled)
 CZ0377
 CZ0377                          SUPERSEDED SURVEY CONTROL
 CZ0377
 CZ0377  NGVD 29 (??/??/92)  451.381  (m)         1480.91   (f) ADJ UNCH    1 2
 CZ0377
 CZ0377.Superseded values are not recommended for survey control.
 CZ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0377.See file dsdata.txt to determine how the superseded data were derived.
 CZ0377
 CZ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB542361(NAD 83)
 CZ0377_MARKER: DB = BENCH MARK DISK
 CZ0377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0377_SP_SET: COPPER-CLAD STEEL ROD
 CZ0377_STAMPING: C 364 1967
 CZ0377_MARK LOGO: CGS   
 CZ0377_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0377+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0377
 CZ0377  HISTORY     - Date     Condition        Report By
 CZ0377  HISTORY     - 1967     MONUMENTED       CGS
 CZ0377  HISTORY     - 19920103 GOOD             NGS
 CZ0377  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0377
 CZ0377                          STATION DESCRIPTION
 CZ0377
 CZ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0377'12.0 MI N FROM PICACHO.
 CZ0377'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0377'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 9.7 MILES NORTH ALONG
 CZ0377'THE SOUTHERN PACIFIC RAILROAD, THENCE 1.3 MILES SOUTHEAST ALONG A DIRT
 CZ0377'ROAD ON THE NORTH BANK OF THE CASA GRANDE-FLORENCE CANAL, IN S 35 , T
 CZ0377'6 S, R 8 E, AT THE JUNCTION OF THE ROAD AND A ROAD WHICH LEADS NORTH,
 CZ0377'0.2 MILE EAST OF A CURVE IN THE CANAL, 104 FEET NORTH OF THE CENTER
 CZ0377'LINE OF THE ROAD, 41 FEET WEST OF THE CENTER LINE OF THE ROAD WHICH
 CZ0377'LEADS NORTH, 315 FEET WEST OF THE TOE OF A LEVEE, 1.3 FEET SOUTH OF A
 CZ0377'METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND ON THE TOP OF A
 CZ0377'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET AND IS
 CZ0377'ENCASED IN A 5-INCH IRON PIPE PROJECTING 3 INCHES.
 CZ0377
 CZ0377                          STATION RECOVERY (1992)
 CZ0377
 CZ0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0377'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ0377'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ0377'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ0377'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 13.6 KM (8.45 MI)
 CZ0377'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 1.9 KM (1.20
 CZ0377'MI) SOUTHEASTERLY ALONG THE NORTH BANK OF THE CASA GRANDE CANAL,
 CZ0377'THENCE 0.3 KM (0.20 MI) NORTHEASTERLY ALONG A DIRT ROAD, 28.5 M (93.5
 CZ0377'FT) NORTH OF THE ROAD CENTER, 12.4 M (40.7 FT) WEST OF AND LEVEL WITH
 CZ0377'THE CENTER OF A DIRT ROAD LEADING NORTH, AND 0.3 M (1.0 FT) SOUTH OF
 CZ0377'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 CZ0377'IS FLUSH WITH THE GROUND SURFACE.
 CZ0377
 CZ0377                          STATION RECOVERY (2007)
 CZ0377
 CZ0377'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0659 ***********************************************************************
 DU0659  DESIGNATION -  C 365
 DU0659  PID         -  DU0659
 DU0659  STATE/COUNTY-  AZ/MARICOPA
 DU0659  USGS QUAD   -  BUCKHORN (1982)
 DU0659
 DU0659                         *CURRENT SURVEY CONTROL
 DU0659  ___________________________________________________________________
 DU0659* NAD 83(1986)-  33 28 50.     (N)    111 41 00.     (W)     SCALED    
 DU0659* NAVD 88     -       478.695  (meters)    1570.52   (feet)  READJUSTED
 DU0659  ___________________________________________________________________
 DU0659  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU0659  DYNAMIC HT  -         478.120 (meters)    1568.63  (feet)  COMP
 DU0659  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 DU0659
 DU0659  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0659
 DU0659.The horizontal coordinates were scaled from a topographic map and have
 DU0659.an estimated accuracy of +/- 6 seconds.
 DU0659
 DU0659.The orthometric height was determined by differential leveling
 DU0659.and adjusted in April 1999.
 DU0659.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0659.distribution rate of 0.0 thru 1.0 mm/km.
 DU0659.The height was derived from older observations constrained to new
 DU0659.heights in a crustal motion area.  The height is approximate in
 DU0659.relation to other heights in its vicinity.
 DU0659
 DU0659.The geoid height was determined by GEOID03.
 DU0659
 DU0659.The dynamic height is computed by dividing the NAVD 88
 DU0659.geopotential number by the normal gravity value computed on the
 DU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0659.degrees latitude (g = 980.6199 gals.).
 DU0659
 DU0659.The modeled gravity was interpolated from observed gravity values.
 DU0659
 DU0659;                    North         East    Units  Estimated Accuracy
 DU0659;SPC AZ C     -   275,070.      235,050.      MT  (+/- 180 meters Scaled)
 DU0659
 DU0659                          SUPERSEDED SURVEY CONTROL
 DU0659
 DU0659  NAVD 88 (06/15/91)  478.704  (m)         1570.55   (f) UNKNOWN     1 2
 DU0659  NGVD 29 (??/??/92)  478.125  (m)         1568.65   (f) ADJ UNCH    1 2
 DU0659
 DU0659.Superseded values are not recommended for survey control.
 DU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0659.See file dsdata.txt to determine how the superseded data were derived.
 DU0659
 DU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC365047(NAD 83)
 DU0659_MARKER: DB = BENCH MARK DISK
 DU0659_SETTING: 80 = SET IN A BOULDER
 DU0659_SP_SET: BOULDER
 DU0659_STAMPING: C 365 1967
 DU0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0659+STABILITY: SURFACE MOTION
 DU0659
 DU0659  HISTORY     - Date     Condition        Report By
 DU0659  HISTORY     - 1967     MONUMENTED       CGS
 DU0659  HISTORY     - 1980     GOOD             NGS
 DU0659  HISTORY     - 20061228 MARK NOT FOUND   GEOCAC
 DU0659
 DU0659                          STATION DESCRIPTION
 DU0659
 DU0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0659'5.5 MI N FROM BUCKHORN.
 DU0659'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0659'POST OFFICE AT BUCKHORN, THENCE 4.5 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0659'S 31, T 2 N, R 7 E, 236 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 DU0659'341 FEET SOUTHEAST OF BENCH MARK TL-AJ-2 (U.S.E.), 128 YARDS SOUTHEAST
 DU0659'OF THE ROAD WHICH LEADS TO RED MOUNTAIN RANCH, SET IN THE TOP OF THE
 DU0659'WEST SIDE OF A ROCK OUTCROP, WEST OF A LARGE BOULDER WHICH IS LOCATED
 DU0659'IN THE CENTER OF THE OUTCROP, 0.6 FOOT SOUTHWEST OF A METAL WITNESS
 DU0659'POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0659
 DU0659                          STATION RECOVERY (1980)
 DU0659
 DU0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0659'RECOVERED IN GOOD CONDITION.
 DU0659
 DU0659                          STATION RECOVERY (2006)
 DU0659
 DU0659'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0659'DID NOT FIND THE MARK. THE AREA THAT IS 128 YARDS SOUTH OF EAST EAGLE
 DU0659'CREST DRIVE AND 236 FEET EAST OF THE CENTERLINE OF POWER ROAD HAS BEEN
 DU0659'HEAVILY LANDSCAPED AND THE ROCK OUTCROP, LARGER BOLDER, AND WITNESS
 DU0659'POST WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0717 ***********************************************************************
 DV0717  DESIGNATION -  C 366
 DV0717  PID         -  DV0717
 DV0717  STATE/COUNTY-  AZ/MARICOPA
 DV0717  USGS QUAD   -  VALENCIA (1982)
 DV0717
 DV0717                         *CURRENT SURVEY CONTROL
 DV0717  ___________________________________________________________________
 DV0717* NAD 83(1986)-  33 26 09.     (N)    112 36 40.     (W)     SCALED    
 DV0717* NAVD 88     -       350.843  (meters)    1151.06   (feet)  ADJUSTED  
 DV0717  ___________________________________________________________________
 DV0717  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0717  DYNAMIC HT  -         350.441 (meters)    1149.74  (feet)  COMP
 DV0717  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 DV0717
 DV0717  VERT ORDER  -  FIRST     CLASS II
 DV0717
 DV0717.The horizontal coordinates were scaled from a topographic map and have
 DV0717.an estimated accuracy of +/- 6 seconds.
 DV0717
 DV0717.The orthometric height was determined by differential leveling
 DV0717.and adjusted in June 1991.
 DV0717
 DV0717.The geoid height was determined by GEOID03.
 DV0717
 DV0717.The dynamic height is computed by dividing the NAVD 88
 DV0717.geopotential number by the normal gravity value computed on the
 DV0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0717.degrees latitude (g = 980.6199 gals.).
 DV0717
 DV0717.The modeled gravity was interpolated from observed gravity values.
 DV0717
 DV0717;                    North         East    Units  Estimated Accuracy
 DV0717;SPC AZ C     -   270,300.      148,790.      MT  (+/- 180 meters Scaled)
 DV0717
 DV0717                          SUPERSEDED SURVEY CONTROL
 DV0717
 DV0717  NGVD 29 (??/??/92)  350.199  (m)         1148.94   (f) ADJ UNCH    1 2
 DV0717
 DV0717.Superseded values are not recommended for survey control.
 DV0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0717.See file dsdata.txt to determine how the superseded data were derived.
 DV0717
 DV0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC502007(NAD 83)
 DV0717_MARKER: DB = BENCH MARK DISK
 DV0717_SETTING: 66 = SET IN ROCK OUTCROP
 DV0717_SP_SET: ROCK OUTCROP
 DV0717_STAMPING: C 366 1967
 DV0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0717+STABILITY: POSITION/ELEVATION WELL
 DV0717
 DV0717  HISTORY     - Date     Condition        Report By
 DV0717  HISTORY     - 1967     MONUMENTED       CGS
 DV0717  HISTORY     - 1981     GOOD             NGS
 DV0717  HISTORY     - 20010420 MARK NOT FOUND   MCDOT
 DV0717  HISTORY     - 20080407 MARK NOT FOUND   GEOCAC
 DV0717
 DV0717                          STATION DESCRIPTION
 DV0717
 DV0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0717'5.15 MI NW FROM BUCKEYE.
 DV0717'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0717'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 0.9 MILE
 DV0717'NORTHWEST ALONG YUMA ROAD, THENCE 0.15 MILE SOUTHWEST, CROSS-COUNTRY,
 DV0717'IN S 12, T 1 N, R 3 W, ON THE NORTHWEST SLOPE OF A SMALL ROCKY HILL,
 DV0717'SET IN THE TOP OF THE WEST EDGE OF A LARGE ROCK OUTCROP WHICH PROJECTS
 DV0717'3 FEET ON THE WEST SIDE, 211 YARDS EAST OF A CONCRETE CROSS WHICH IS
 DV0717'ABOUT 8 FEET IN HEIGHT, 166 YARDS SOUTH OF POWER POLE NUMBER
 DV0717'25-69K5702, 78 YARDS SOUTH OF THE CENTER LINE OF A SMALL SANDY WASH,
 DV0717'AND ABOUT 36 FEET NORTHWEST OF A SMALL ROCK PINNACLE.
 DV0717
 DV0717                          STATION RECOVERY (1981)
 DV0717
 DV0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0717'RECOVERED IN GOOD CONDITION.
 DV0717
 DV0717                          STATION RECOVERY (2001)
 DV0717
 DV0717'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717' 
 DV0717
 DV0717                          STATION RECOVERY (2008)
 DV0717
 DV0717'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0717'A LARGE ROCK OUTCROPPING WAS NOTED AT THE DESCRIBED LOCATION. NO
 DV0717'EVIDENCE OF A MARK WAS LOCATED, OTHER THAN THE LETTERS B M PAINTED ON
 DV0717'THE VERTICAL FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1086 ***********************************************************************
 DU1086  DESIGNATION -  C 367
 DU1086  PID         -  DU1086
 DU1086  STATE/COUNTY-  AZ/MARICOPA
 DU1086  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1086
 DU1086                         *CURRENT SURVEY CONTROL
 DU1086  ___________________________________________________________________
 DU1086* NAD 83(1986)-  33 31 17.     (N)    111 51 27.     (W)     SCALED    
 DU1086* NAVD 88     -       393.552  (meters)    1291.18   (feet)  READJUSTED
 DU1086  ___________________________________________________________________
 DU1086  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1086  DYNAMIC HT  -         393.090 (meters)    1289.66  (feet)  COMP
 DU1086  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DU1086
 DU1086  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DU1086
 DU1086.The horizontal coordinates were scaled from a topographic map and have
 DU1086.an estimated accuracy of +/- 6 seconds.
 DU1086
 DU1086.The orthometric height was determined by differential leveling
 DU1086.and adjusted in July 2002.
 DU1086.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DU1086.distribution rate of 3.1 thru 4.0 mm/km.
 DU1086.The height was derived from older observations constrained to new
 DU1086.heights in a crustal motion area.  The height is approximate in
 DU1086.relation to other heights in its vicinity.
 DU1086
 DU1086.The geoid height was determined by GEOID03.
 DU1086
 DU1086.The dynamic height is computed by dividing the NAVD 88
 DU1086.geopotential number by the normal gravity value computed on the
 DU1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1086.degrees latitude (g = 980.6199 gals.).
 DU1086
 DU1086.The modeled gravity was interpolated from observed gravity values.
 DU1086
 DU1086;                    North         East    Units  Estimated Accuracy
 DU1086;SPC AZ C     -   279,570.      218,860.      MT  (+/- 180 meters Scaled)
 DU1086
 DU1086                          SUPERSEDED SURVEY CONTROL
 DU1086
 DU1086  NAVD 88 (04/19/99)  393.536  (m)         1291.13   (f) UNKNOWN     1 2
 DU1086  NAVD 88 (06/15/91)  393.555  (m)         1291.19   (f) UNKNOWN     1 2
 DU1086  NGVD 29 (??/??/92)  393.024  (m)         1289.45   (f) ADJ UNCH    1 2
 DU1086
 DU1086.Superseded values are not recommended for survey control.
 DU1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1086.See file dsdata.txt to determine how the superseded data were derived.
 DU1086
 DU1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203094(NAD 83)
 DU1086_MARKER: DB = BENCH MARK DISK
 DU1086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1086_SP_SET: CURB
 DU1086_STAMPING: C 367 1967
 DU1086_MARK LOGO: SRP   
 DU1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1086+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DU1086
 DU1086  HISTORY     - Date     Condition        Report By
 DU1086  HISTORY     - 1967     MONUMENTED       BIA
 DU1086  HISTORY     - 1967     GOOD             NGS
 DU1086  HISTORY     - 1981     GOOD             NGS
 DU1086  HISTORY     - 19980321 GOOD             USPSQD
 DU1086  HISTORY     - 19990307 GOOD             NGS
 DU1086  HISTORY     - 20070404 GOOD             GEOCAC
 DU1086
 DU1086                          STATION DESCRIPTION
 DU1086
 DU1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1086'7.5 MI NE FROM SCOTTSDALE.
 DU1086'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1086'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 4.4
 DU1086'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1086'ARIZONA CANAL, IN SECTION 17, T 2 N, R 5 E, AT THE JUNCTION OF THE
 DU1086'DIRT ROAD ALONG THE CANAL AND ALMA SCHOOL ROAD, 16 FEET NORTHEAST OF
 DU1086'THE CENTER LINE OF THE DIRT ROAD PARALLELING THE CANAL, 16 FEET WEST
 DU1086'OF THE CENTER LINE OF ALMA SCHOOL ROAD, SET IN THE TOP AND 2 FEET
 DU1086'NORTH OF THE SOUTH END OF THE WEST CONCRETE CURB OF THE ALMA SCHOOL
 DU1086'ROAD BRIDGE OVER THE ARIZONA CANAL, AND ABOUT 10 INCHES ABOVE THE
 DU1086'LEVEL OF THE ROAD.
 DU1086
 DU1086                          STATION RECOVERY (1981)
 DU1086
 DU1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1086'5.5 KILOMETERS (3.45 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1086'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1086'SOUTH END OF THE BRIDGE CURB AT THE SOUTHWEST CORNER OF THE ALMA
 DU1086'SCHOOL ROAD BRIDGE OVER THE ARIZONA CANAL, 4.9 METERS (16.0 FEET)
 DU1086'NORTHEAST OF THE CENTERLINE OF THE SOUTH CANAL ROAD AND 4.9 METERS
 DU1086'(16.0 FEET) WEST OF THE CENTERLINE OF ALMA SCHOOL ROAD.
 DU1086'THE MARK IS 0.3 M ABOVE ALMA SCHOOL ROAD.
 DU1086
 DU1086                          STATION RECOVERY (1998)
 DU1086
 DU1086'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1086'RECOVERED IN GOOD CONDITION.
 DU1086
 DU1086                          STATION RECOVERY (1999)
 DU1086
 DU1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1086'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1086'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 DU1086'3.6 KM (2.25 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 DU1086'ARIZONA CANAL, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF
 DU1086'THE WEST CONCRETE CURB OF A BRIDGE SPANNING THE ARIZONA CANAL, 4.7 M
 DU1086'(15.4 FT) WEST OF THE CENTER OF ALMA SCHOOL ROAD, 4.7 M (15.4 FT)
 DU1086'NORTHEAST OF THE ROAD CENTER, AND 0.3 1.2 M (3.9 FT) ABOVE THE LEVEL
 DU1086'OF THE ROADS.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE SALT RIVER
 DU1086'PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE NUMBER
 DU1086'(602) 319-2495.
 DU1086
 DU1086                          STATION RECOVERY (2007)
 DU1086
 DU1086'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0203 ***********************************************************************
 DA0203  DESIGNATION -  C 37
 DA0203  PID         -  DA0203
 DA0203  STATE/COUNTY-  AZ/PIMA
 DA0203  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA0203
 DA0203                         *CURRENT SURVEY CONTROL
 DA0203  ___________________________________________________________________
 DA0203* NAD 83(1986)-  32 11 58.     (N)    112 29 19.     (W)     SCALED    
 DA0203* NAVD 88     -       629.22   (+/-2cm)    2064.4    (feet)  VERTCON   
 DA0203  ___________________________________________________________________
 DA0203  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0203
 DA0203.The horizontal coordinates were scaled from a topographic map and have
 DA0203.an estimated accuracy of +/- 6 seconds.
 DA0203
 DA0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0203.The vertical order pertains to the NGVD 29 superseded value.
 DA0203
 DA0203.The geoid height was determined by GEOID03.
 DA0203
 DA0203;                    North         East    Units  Estimated Accuracy
 DA0203;SPC AZ C     -   133,120.      159,440.      MT  (+/- 180 meters Scaled)
 DA0203
 DA0203                          SUPERSEDED SURVEY CONTROL
 DA0203
 DA0203  NGVD 29 (??/??/92)  628.518  (m)         2062.06   (f) ADJ UNCH    2 0
 DA0203
 DA0203.Superseded values are not recommended for survey control.
 DA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0203.See file dsdata.txt to determine how the superseded data were derived.
 DA0203
 DA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA596635(NAD 83)
 DA0203_MARKER: DB = BENCH MARK DISK
 DA0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0203_STAMPING: 2062.286 C 37 1933
 DA0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0203+STABILITY: SURFACE MOTION
 DA0203
 DA0203  HISTORY     - Date     Condition        Report By
 DA0203  HISTORY     - 1933     MONUMENTED       CGS
 DA0203  HISTORY     - 1934     GOOD             NGS
 DA0203  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0203
 DA0203                          STATION DESCRIPTION
 DA0203
 DA0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0203'27.6 MI E FROM AJO.
 DA0203'27.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA AND
 DA0203'GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD AJO-TUCSON
 DA0203'HIGHWAY, 0.3 MILE EAST OF A DIP IN THE HIGHWAY, AND 48 FEET NORTH OF
 DA0203'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2062.286 C 37
 DA0203'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA0203'GROUND.
 DA0203
 DA0203                          STATION RECOVERY (1988)
 DA0203
 DA0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (SGD)
 DA0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0191 ***********************************************************************
 FR0191  DESIGNATION -  C 385
 FR0191  PID         -  FR0191
 FR0191  STATE/COUNTY-  AZ/YAVAPAI
 FR0191  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0191
 FR0191                         *CURRENT SURVEY CONTROL
 FR0191  ___________________________________________________________________
 FR0191* NAD 83(1986)-  35 20 22.     (N)    112 57 04.     (W)     SCALED    
 FR0191* NAVD 88     -      1635.366  (meters)    5365.36   (feet)  ADJUSTED  
 FR0191  ___________________________________________________________________
 FR0191  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0191  DYNAMIC HT  -        1633.233 (meters)    5358.37  (feet)  COMP
 FR0191  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 FR0191
 FR0191  VERT ORDER  -  FIRST     CLASS II
 FR0191
 FR0191.The horizontal coordinates were scaled from a topographic map and have
 FR0191.an estimated accuracy of +/- 6 seconds.
 FR0191
 FR0191.The orthometric height was determined by differential leveling
 FR0191.and adjusted in June 1991.
 FR0191
 FR0191.The geoid height was determined by GEOID03.
 FR0191
 FR0191.The dynamic height is computed by dividing the NAVD 88
 FR0191.geopotential number by the normal gravity value computed on the
 FR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0191.degrees latitude (g = 980.6199 gals.).
 FR0191
 FR0191.The modeled gravity was interpolated from observed gravity values.
 FR0191
 FR0191;                    North         East    Units  Estimated Accuracy
 FR0191;SPC AZ C     -   481,720.      119,330.      MT  (+/- 180 meters Scaled)
 FR0191
 FR0191                          SUPERSEDED SURVEY CONTROL
 FR0191
 FR0191  NGVD 29 (??/??/92) 1634.483  (m)         5362.47   (f) ADJ UNCH    1 2
 FR0191
 FR0191.Superseded values are not recommended for survey control.
 FR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0191.See file dsdata.txt to determine how the superseded data were derived.
 FR0191
 FR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE226124(NAD 83)
 FR0191_MARKER: DB = BENCH MARK DISK
 FR0191_SETTING: 66 = SET IN ROCK OUTCROP
 FR0191_SP_SET: OUTCROP
 FR0191_STAMPING: C 385 1968
 FR0191_MARK LOGO: CGS   
 FR0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0191+STABILITY: POSITION/ELEVATION WELL
 FR0191
 FR0191  HISTORY     - Date     Condition        Report By
 FR0191  HISTORY     - 1968     MONUMENTED       CGS
 FR0191  HISTORY     - 1982     GOOD             NGS
 FR0191
 FR0191                          STATION DESCRIPTION
 FR0191
 FR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0191'4.4 MI W FROM SELIGMAN.
 FR0191'4.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0191'THE STATION AT SELIGMAN, 0.2 MILE WEST OF MILEPOST 433, DIRECTLY
 FR0191'ACROSS U.S. HIGHWAY 66 FROM A LARGE RED ROCK CUT, IN THE TOP OF THE
 FR0191'LEDGE OF AN OUTCROP, 73.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 FR0191'TRACK, 80 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH
 FR0191'OF A TELEPHONE POLE WITH A GUY WIRE, 13 FEET WEST OF POWER POLE 64 PS
 FR0191'62804 WITH TWO GUY WIRES, 1.2 FEET EAST OF A WITNESS POST, AND ABOUT 9
 FR0191'1/2 FEET HIGHER THAN THE TRACK.
 FR0191
 FR0191                          STATION RECOVERY (1982)
 FR0191
 FR0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0314 ***********************************************************************
 FR0314  DESIGNATION -  C 386
 FR0314  PID         -  FR0314
 FR0314  STATE/COUNTY-  AZ/COCONINO
 FR0314  USGS QUAD   -  ROSE WELL CAMP WEST (1980)
 FR0314
 FR0314                         *CURRENT SURVEY CONTROL
 FR0314  ___________________________________________________________________
 FR0314* NAD 83(1986)-  35 38 34.     (N)    112 54 28.     (W)     SCALED    
 FR0314* NAVD 88     -      1899.434  (meters)    6231.73   (feet)  POSTED    
 FR0314  ___________________________________________________________________
 FR0314  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 FR0314  DYNAMIC HT  -        1896.910 (meters)    6223.45  (feet)  COMP
 FR0314  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 FR0314
 FR0314  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0314
 FR0314.The horizontal coordinates were scaled from a topographic map and have
 FR0314.an estimated accuracy of +/- 6 seconds.
 FR0314
 FR0314.The orthometric height was determined by differential leveling
 FR0314.and adjusted by the  in 1992.
 FR0314.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0314.rate of 0.0 thru 1.0 mm/km.
 FR0314
 FR0314.The geoid height was determined by GEOID03.
 FR0314
 FR0314.The dynamic height is computed by dividing the NAVD 88
 FR0314.geopotential number by the normal gravity value computed on the
 FR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0314.degrees latitude (g = 980.6199 gals.).
 FR0314
 FR0314.The modeled gravity was interpolated from observed gravity values.
 FR0314
 FR0314;                    North         East    Units  Estimated Accuracy
 FR0314;SPC AZ C     -   515,330.      123,600.      MT  (+/- 180 meters Scaled)
 FR0314
 FR0314                          SUPERSEDED SURVEY CONTROL
 FR0314
 FR0314  NGVD 29 (??/??/92) 1898.525  (m)         6228.74   (f) ADJ UNCH    2 0
 FR0314
 FR0314.Superseded values are not recommended for survey control.
 FR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0314.See file dsdata.txt to determine how the superseded data were derived.
 FR0314
 FR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE272460(NAD 83)
 FR0314_MARKER: DB = BENCH MARK DISK
 FR0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0314_SP_SET: FOUNDATION
 FR0314_STAMPING: C 386 1968
 FR0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0314
 FR0314  HISTORY     - Date     Condition        Report By
 FR0314  HISTORY     - 1968     MONUMENTED       CGS
 FR0314
 FR0314                          STATION DESCRIPTION
 FR0314
 FR0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0314'25.95 MI N FROM SELIGMAN.
 FR0314'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0314'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0314'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, AT THE JUNCTION OF A
 FR0314'DIRT ROAD ALONG A POWER LINE, 7.0 MILES SOUTH OF ROSE WELL, IN THE TOP
 FR0314'OF THE CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF STEEL TOWER 878 OF
 FR0314'A POWER TRANSMISSION LINE, 110 YARDS WEST OF THE CENTER LINE OF THE
 FR0314'ROAD MEASURED FROM THE CENTER OF THE JUNCTION, 50 FEET SOUTH OF THE
 FR0314'CENTER LINE OF THE DIRT ROAD, AND ABOUT 12 FEET HIGHER THAN THE CENTER
 FR0314'OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0326 ***********************************************************************
 FR0326  DESIGNATION -  C 387
 FR0326  PID         -  FR0326
 FR0326  STATE/COUNTY-  AZ/COCONINO
 FR0326  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0326
 FR0326                         *CURRENT SURVEY CONTROL
 FR0326  ___________________________________________________________________
 FR0326* NAD 83(1986)-  35 40 58.     (N)    112 46 22.     (W)     SCALED    
 FR0326* NAVD 88     -      1941.815  (meters)    6370.77   (feet)  POSTED    
 FR0326  ___________________________________________________________________
 FR0326  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FR0326  DYNAMIC HT  -        1939.270 (meters)    6362.42  (feet)  COMP
 FR0326  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 FR0326
 FR0326  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0326
 FR0326.The horizontal coordinates were scaled from a topographic map and have
 FR0326.an estimated accuracy of +/- 6 seconds.
 FR0326
 FR0326.The orthometric height was determined by differential leveling
 FR0326.and adjusted by the  in 1992.
 FR0326.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0326.rate of 0.0 thru 1.0 mm/km.
 FR0326
 FR0326.The geoid height was determined by GEOID03.
 FR0326
 FR0326.The dynamic height is computed by dividing the NAVD 88
 FR0326.geopotential number by the normal gravity value computed on the
 FR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0326.degrees latitude (g = 980.6199 gals.).
 FR0326
 FR0326.The modeled gravity was interpolated from observed gravity values.
 FR0326
 FR0326;                    North         East    Units  Estimated Accuracy
 FR0326;SPC AZ C     -   519,660.      135,870.      MT  (+/- 180 meters Scaled)
 FR0326
 FR0326                          SUPERSEDED SURVEY CONTROL
 FR0326
 FR0326  NGVD 29 (??/??/92) 1940.948  (m)         6367.93   (f) ADJ UNCH    2 0
 FR0326
 FR0326.Superseded values are not recommended for survey control.
 FR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0326.See file dsdata.txt to determine how the superseded data were derived.
 FR0326
 FR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE395502(NAD 83)
 FR0326_MARKER: DB = BENCH MARK DISK
 FR0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0326_SP_SET: FOUNDATION
 FR0326_STAMPING: C 387 1968
 FR0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0326
 FR0326  HISTORY     - Date     Condition        Report By
 FR0326  HISTORY     - 1968     MONUMENTED       CGS
 FR0326
 FR0326                          STATION DESCRIPTION
 FR0326
 FR0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0326'34.7 MI N FROM SELIGMAN.
 FR0326'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0326'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0326'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 8.75 MILES EAST
 FR0326'ALONG A DIRT ROAD ALONG A POWER LINE, 30.45 MILES WEST OF WILLAHA, 1
 FR0326'TOWER EAST OF BENCH MARK B 387, ON THE TOP OF A RIDGE, AT A POINT
 FR0326'WHERE THE POWER LINE STARTS DECLINE TO VALLEY FLOOR, IN THE TOP OF THE
 FR0326'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 853, ABOUT 2
 FR0326'FEET HIGHER THAN THE ROAD, AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0339 ***********************************************************************
 FR0339  DESIGNATION -  C 388
 FR0339  PID         -  FR0339
 FR0339  STATE/COUNTY-  AZ/COCONINO
 FR0339  USGS QUAD   -  TIN HOUSE (1980)
 FR0339
 FR0339                         *CURRENT SURVEY CONTROL
 FR0339  ___________________________________________________________________
 FR0339* NAD 83(1986)-  35 42 57.     (N)    112 35 50.     (W)     SCALED    
 FR0339* NAVD 88     -      1704.998  (meters)    5593.81   (feet)  POSTED    
 FR0339  ___________________________________________________________________
 FR0339  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FR0339  DYNAMIC HT  -        1702.810 (meters)    5586.64  (feet)  COMP
 FR0339  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 FR0339
 FR0339  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0339
 FR0339.The horizontal coordinates were scaled from a topographic map and have
 FR0339.an estimated accuracy of +/- 6 seconds.
 FR0339
 FR0339.The orthometric height was determined by differential leveling
 FR0339.and adjusted by the  in 1992.
 FR0339.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0339.rate of 0.0 thru 1.0 mm/km.
 FR0339
 FR0339.The geoid height was determined by GEOID03.
 FR0339
 FR0339.The dynamic height is computed by dividing the NAVD 88
 FR0339.geopotential number by the normal gravity value computed on the
 FR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0339.degrees latitude (g = 980.6199 gals.).
 FR0339
 FR0339.The modeled gravity was interpolated from observed gravity values.
 FR0339
 FR0339;                    North         East    Units  Estimated Accuracy
 FR0339;SPC AZ C     -   523,200.      151,790.      MT  (+/- 180 meters Scaled)
 FR0339
 FR0339                          SUPERSEDED SURVEY CONTROL
 FR0339
 FR0339  NGVD 29 (??/??/92) 1704.158  (m)         5591.06   (f) ADJ UNCH    2 0
 FR0339
 FR0339.Superseded values are not recommended for survey control.
 FR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0339.See file dsdata.txt to determine how the superseded data were derived.
 FR0339
 FR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE555536(NAD 83)
 FR0339_MARKER: DB = BENCH MARK DISK
 FR0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0339_SP_SET: FOUNDATION
 FR0339_STAMPING: C 388 1968
 FR0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0339
 FR0339  HISTORY     - Date     Condition        Report By
 FR0339  HISTORY     - 1968     MONUMENTED       CGS
 FR0339
 FR0339                          STATION DESCRIPTION
 FR0339
 FR0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0339'20.05 MI W FROM WILLAHA.
 FR0339'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0339'THE SIDING SIGN AT WILLAHA, THENCE 19.25 MILES WEST ALONG A STEEL
 FR0339'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK B 388, IN THE TOP OF THE
 FR0339'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 821, 42 FEET
 FR0339'NORTH OF THE CENTER LINE OF A ROAD, AND ABOUT 1 FOOT HIGHER THAN THE
 FR0339'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0357 ***********************************************************************
 FR0357  DESIGNATION -  C 389
 FR0357  PID         -  FR0357
 FR0357  STATE/COUNTY-  AZ/COCONINO
 FR0357  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0357
 FR0357                         *CURRENT SURVEY CONTROL
 FR0357  ___________________________________________________________________
 FR0357* NAD 83(1986)-  35 50 19.     (N)    112 44 03.     (W)     SCALED    
 FR0357* NAVD 88     -      1727.778  (meters)    5668.55   (feet)  POSTED    
 FR0357  ___________________________________________________________________
 FR0357  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0357  DYNAMIC HT  -        1725.560 (meters)    5661.27  (feet)  COMP
 FR0357  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 FR0357
 FR0357  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0357
 FR0357.The horizontal coordinates were scaled from a topographic map and have
 FR0357.an estimated accuracy of +/- 6 seconds.
 FR0357
 FR0357.The orthometric height was determined by differential leveling
 FR0357.and adjusted by the  in 1992.
 FR0357.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0357.was located on a no-check spur therefore a value was not computed.
 FR0357.No vertical observational check was made to the station.
 FR0357
 FR0357.The geoid height was determined by GEOID03.
 FR0357
 FR0357.The dynamic height is computed by dividing the NAVD 88
 FR0357.geopotential number by the normal gravity value computed on the
 FR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0357.degrees latitude (g = 980.6199 gals.).
 FR0357
 FR0357.The modeled gravity was interpolated from observed gravity values.
 FR0357
 FR0357;                    North         East    Units  Estimated Accuracy
 FR0357;SPC AZ C     -   536,920.      139,510.      MT  (+/- 180 meters Scaled)
 FR0357
 FR0357                          SUPERSEDED SURVEY CONTROL
 FR0357
 FR0357  NGVD 29 (??/??/92) 1726.905  (m)         5665.69   (f) ADJ UNCH    2 0
 FR0357
 FR0357.Superseded values are not recommended for survey control.
 FR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0357.See file dsdata.txt to determine how the superseded data were derived.
 FR0357
 FR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE433674(NAD 83)
 FR0357_MARKER: DB = BENCH MARK DISK
 FR0357_SETTING: 66 = SET IN ROCK OUTCROP
 FR0357_SP_SET: OUTCROP LEDGE
 FR0357_STAMPING: C 389 1968
 FR0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0357+STABILITY: POSITION/ELEVATION WELL
 FR0357
 FR0357  HISTORY     - Date     Condition        Report By
 FR0357  HISTORY     - 1968     MONUMENTED       CGS
 FR0357
 FR0357                          STATION DESCRIPTION
 FR0357
 FR0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0357'35.7 MI NW FROM WILLAHA.
 FR0357'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0357'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0357'TOWER POWER LINE, THENCE 11.25 MILES NORTH ALONG A TRACK ROAD, IN THE
 FR0357'TOP OF A 4- BY 6-FOOT LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1/2
 FR0357'FOOT ABOVE THE GROUND, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FR0357'1.0 FOOT SOUTH OF A WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE
 FR0357'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0809 ***********************************************************************
 CZ0809  DESIGNATION -  C 39
 CZ0809  PID         -  CZ0809
 CZ0809  STATE/COUNTY-  AZ/PIMA
 CZ0809  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0809
 CZ0809                         *CURRENT SURVEY CONTROL
 CZ0809  ___________________________________________________________________
 CZ0809* NAD 83(1986)-  32 07 16.     (N)    111 12 14.     (W)     SCALED    
 CZ0809* NAVD 88     -       743.95   (+/-2cm)    2440.8    (feet)  VERTCON   
 CZ0809  ___________________________________________________________________
 CZ0809  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0809
 CZ0809.The horizontal coordinates were scaled from a topographic map and have
 CZ0809.an estimated accuracy of +/- 6 seconds.
 CZ0809
 CZ0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0809.The vertical order pertains to the NGVD 29 superseded value.
 CZ0809
 CZ0809.The geoid height was determined by GEOID03.
 CZ0809
 CZ0809;                    North         East    Units  Estimated Accuracy
 CZ0809;SPC AZ C     -   124,520.      280,620.      MT  (+/- 180 meters Scaled)
 CZ0809
 CZ0809                          SUPERSEDED SURVEY CONTROL
 CZ0809
 CZ0809  NGVD 29 (??/??/92)  743.259  (m)         2438.51   (f) ADJ UNCH    2 0
 CZ0809
 CZ0809.Superseded values are not recommended for survey control.
 CZ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0809.See file dsdata.txt to determine how the superseded data were derived.
 CZ0809
 CZ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA807538(NAD 83)
 CZ0809_MARKER: DB = BENCH MARK DISK
 CZ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0809_STAMPING: C 39 1933
 CZ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0809+STABILITY: SURFACE MOTION
 CZ0809
 CZ0809  HISTORY     - Date     Condition        Report By
 CZ0809  HISTORY     - 1933     MONUMENTED       CGS
 CZ0809
 CZ0809                          STATION DESCRIPTION
 CZ0809
 CZ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0809'16.6 MI W FROM TUCSON.
 CZ0809'ON AJO-TUCSON HWY., 370 FEET EAST OF CONCRETE FACED DIP, 35 FEET NORTH
 CZ0809'OF CENTER OF HWY. IN LINE OF POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0810 ***********************************************************************
 CZ0810  DESIGNATION -  C 39 RESET
 CZ0810  PID         -  CZ0810
 CZ0810  STATE/COUNTY-  AZ/PIMA
 CZ0810  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ0810
 CZ0810                         *CURRENT SURVEY CONTROL
 CZ0810  ___________________________________________________________________
 CZ0810* NAD 83(1986)-  32 07 16.     (N)    111 12 14.     (W)     SCALED    
 CZ0810* NAVD 88     -       743.52   (+/-2cm)    2439.4    (feet)  VERTCON   
 CZ0810  ___________________________________________________________________
 CZ0810  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0810
 CZ0810.The horizontal coordinates were scaled from a topographic map and have
 CZ0810.an estimated accuracy of +/- 6 seconds.
 CZ0810
 CZ0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0810.The vertical order pertains to the NGVD 29 superseded value.
 CZ0810
 CZ0810.The geoid height was determined by GEOID03.
 CZ0810
 CZ0810;                    North         East    Units  Estimated Accuracy
 CZ0810;SPC AZ C     -   124,520.      280,620.      MT  (+/- 180 meters Scaled)
 CZ0810
 CZ0810                          SUPERSEDED SURVEY CONTROL
 CZ0810
 CZ0810  NGVD 29 (??/??/92)  742.839  (m)         2437.13   (f) ADJ UNCH    2 0
 CZ0810
 CZ0810.Superseded values are not recommended for survey control.
 CZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0810.See file dsdata.txt to determine how the superseded data were derived.
 CZ0810
 CZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA807538(NAD 83)
 CZ0810_MARKER: DB = BENCH MARK DISK
 CZ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0810_STAMPING: C 39 RESET 1935
 CZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0810+STABILITY: SURFACE MOTION
 CZ0810
 CZ0810  HISTORY     - Date     Condition        Report By
 CZ0810  HISTORY     - 1935     MONUMENTED       CGS
 CZ0810  HISTORY     - 1951     GOOD             NGS
 CZ0810  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 CZ0810  HISTORY     - 19990130 GOOD             USPSQD
 CZ0810
 CZ0810                          STATION DESCRIPTION
 CZ0810
 CZ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0810'15.0 MI SW FROM TUCSON.
 CZ0810'15 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0810'STATE HIGHWAY 86, 2.3 MILES SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0810'AIRPORT, 100 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50
 CZ0810'FEET NORTHWEST OF A FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND
 CZ0810'ABOUT 1 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0810'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0810
 CZ0810                          STATION RECOVERY (1995)
 CZ0810
 CZ0810'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0810'MARK NOT FOUND.
 CZ0810
 CZ0810                          STATION RECOVERY (1999)
 CZ0810
 CZ0810'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0063 ***********************************************************************
 EU0063  DESIGNATION -  C 391
 EU0063  PID         -  EU0063
 EU0063  STATE/COUNTY-  AZ/MOHAVE
 EU0063  USGS QUAD   -  YUCCA (1970)
 EU0063
 EU0063                         *CURRENT SURVEY CONTROL
 EU0063  ___________________________________________________________________
 EU0063* NAD 83(1986)-  34 46 28.     (N)    114 11 26.     (W)     SCALED    
 EU0063* NAVD 88     -       426.809  (meters)    1400.29   (feet)  ADJUSTED  
 EU0063  ___________________________________________________________________
 EU0063  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 EU0063  DYNAMIC HT  -         426.336 (meters)    1398.74  (feet)  COMP
 EU0063  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 EU0063
 EU0063  VERT ORDER  -  FIRST     CLASS II
 EU0063
 EU0063.The horizontal coordinates were scaled from a topographic map and have
 EU0063.an estimated accuracy of +/- 6 seconds.
 EU0063
 EU0063.The orthometric height was determined by differential leveling
 EU0063.and adjusted in June 1991.
 EU0063
 EU0063.The geoid height was determined by GEOID03.
 EU0063
 EU0063.The dynamic height is computed by dividing the NAVD 88
 EU0063.geopotential number by the normal gravity value computed on the
 EU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0063.degrees latitude (g = 980.6199 gals.).
 EU0063
 EU0063.The modeled gravity was interpolated from observed gravity values.
 EU0063
 EU0063;                    North         East    Units  Estimated Accuracy
 EU0063;SPC AZ W     -   418,660.      173,040.      MT  (+/- 180 meters Scaled)
 EU0063
 EU0063                          SUPERSEDED SURVEY CONTROL
 EU0063
 EU0063  NGVD 29 (??/??/??)  426.094  (m)         1397.94   (f) ADJUSTED    1 2
 EU0063
 EU0063.Superseded values are not recommended for survey control.
 EU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0063.See file dsdata.txt to determine how the superseded data were derived.
 EU0063
 EU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU571516(NAD 83)
 EU0063_MARKER: DB = BENCH MARK DISK
 EU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0063_STAMPING: C 391 1961
 EU0063_MARK LOGO: CGS   
 EU0063_PROJECTION: PROJECTING 6 CENTIMETERS
 EU0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0063+STABILITY: SURFACE MOTION
 EU0063
 EU0063  HISTORY     - Date     Condition        Report By
 EU0063  HISTORY     - 1961     MONUMENTED       CGS
 EU0063  HISTORY     - 1981     GOOD             NGS
 EU0063
 EU0063                          STATION DESCRIPTION
 EU0063
 EU0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0063'8.3 MI SW FROM YUCCA.
 EU0063'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0063'YUCCA, THENCE ABOUT 8.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66,
 EU0063'AT A GATE NORTHWEST OF THE HIGHWAY AND A SAND ROAD LEADING WEST,
 EU0063'105 FEET NORTHWEST OF A FENCE, 135 FEET WEST OF THE SOUTHWEST
 EU0063'END OF THE GATE, 99 FEET SOUTHWEST OF A HIGHWAY 66 RIGHT-OF-WAY
 EU0063'MARKER, 19 FEET SOUTHWEST OF THE CENTER OF THE SAND ROAD, 4.5
 EU0063'FEET SOUTH-SOUTHWEST OF A POWER POLE, 2.6 FEET SOUTH OF A METAL
 EU0063'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE SAND ROAD,
 EU0063'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EU0063
 EU0063                          STATION RECOVERY (1981)
 EU0063
 EU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0063'11.8 KM (7.35 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0063'ROAD OVERPASS IN YUCCA, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 18, 62.5
 EU0063'METERS (205 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES,
 EU0063'1.3 METERS (4.5 FT) SOUTH-SOUTHWEST OF A POWER LINE POLE, 0.8 METER
 EU0063'(2.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 EU0063'THE MARK IS 1.0 METERS  SSW FROM A WITNESS POST.
 EU0063'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0575 ***********************************************************************
 FR0575  DESIGNATION -  C 392
 FR0575  PID         -  FR0575
 FR0575  STATE/COUNTY-  AZ/MOHAVE
 FR0575  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0575
 FR0575                         *CURRENT SURVEY CONTROL
 FR0575  ___________________________________________________________________
 FR0575* NAD 83(1986)-  35 09 31.     (N)    113 38 29.     (W)     SCALED    
 FR0575* NAVD 88     -      1058.724  (meters)    3473.50   (feet)  POSTED    
 FR0575  ___________________________________________________________________
 FR0575  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FR0575  DYNAMIC HT  -        1057.430 (meters)    3469.25  (feet)  COMP
 FR0575  MODELED GRAV-     979,379.7   (mgal)                       NAVD 88
 FR0575
 FR0575  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0575
 FR0575.The horizontal coordinates were scaled from a topographic map and have
 FR0575.an estimated accuracy of +/- 6 seconds.
 FR0575
 FR0575.The orthometric height was determined by differential leveling
 FR0575.and adjusted by the  in 1992.
 FR0575.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0575.rate of 0.0 thru 1.0 mm/km.
 FR0575
 FR0575.The geoid height was determined by GEOID03.
 FR0575
 FR0575.The dynamic height is computed by dividing the NAVD 88
 FR0575.geopotential number by the normal gravity value computed on the
 FR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0575.degrees latitude (g = 980.6199 gals.).
 FR0575
 FR0575.The modeled gravity was interpolated from observed gravity values.
 FR0575
 FR0575;                    North         East    Units  Estimated Accuracy
 FR0575;SPC AZ W     -   461,190.      223,260.      MT  (+/- 180 meters Scaled)
 FR0575
 FR0575                          SUPERSEDED SURVEY CONTROL
 FR0575
 FR0575  NGVD 29 (??/??/92) 1057.910  (m)         3470.83   (f) ADJ UNCH    2 0
 FR0575
 FR0575.Superseded values are not recommended for survey control.
 FR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0575.See file dsdata.txt to determine how the superseded data were derived.
 FR0575
 FR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD594938(NAD 83)
 FR0575_MARKER: DB = BENCH MARK DISK
 FR0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0575_STAMPING: C 392 1962
 FR0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0575+STABILITY: SURFACE MOTION
 FR0575
 FR0575  HISTORY     - Date     Condition        Report By
 FR0575  HISTORY     - 1962     MONUMENTED       CGS
 FR0575
 FR0575                          STATION DESCRIPTION
 FR0575
 FR0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0575'29.5 MI NE FROM KINGMAN.
 FR0575'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0575'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0575'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0575'ROAD, TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILE SOUTH OF
 FR0575'THE JUNCTION OF A DIRT ROAD LEADING EAST TO MILLERS RANCH, THENCE
 FR0575'ABOUT 0.3 MILE WEST ALONG THE PIPE LINE ROAD TO THE TOP OF THE FIRST
 FR0575'HILL, 45 FEET SOUTH OF THE CENTER OF THE PIPE LINE ROAD, 7.0 FEET
 FR0575'NORTH OF ABOUT A 10 FOOT HIGH CUT BANK, 5.0 FEET EAST OF A METAL
 FR0575'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE PIPE LINE ROAD, AND
 FR0575'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0447 ***********************************************************************
 FR0447  DESIGNATION -  C 393
 FR0447  PID         -  FR0447
 FR0447  STATE/COUNTY-  AZ/YAVAPAI
 FR0447  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0447
 FR0447                         *CURRENT SURVEY CONTROL
 FR0447  ___________________________________________________________________
 FR0447* NAD 83(1986)-  35 13 15.     (N)    113 15 21.     (W)     SCALED    
 FR0447* NAVD 88     -      1630.009  (meters)    5347.79   (feet)  POSTED    
 FR0447  ___________________________________________________________________
 FR0447  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FR0447  DYNAMIC HT  -        1627.860 (meters)    5340.74  (feet)  COMP
 FR0447  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 FR0447
 FR0447  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0447
 FR0447.The horizontal coordinates were scaled from a topographic map and have
 FR0447.an estimated accuracy of +/- 6 seconds.
 FR0447
 FR0447.The orthometric height was determined by differential leveling
 FR0447.and adjusted by the  in 1992.
 FR0447.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0447.rate of 0.0 thru 1.0 mm/km.
 FR0447
 FR0447.The geoid height was determined by GEOID03.
 FR0447
 FR0447.The dynamic height is computed by dividing the NAVD 88
 FR0447.geopotential number by the normal gravity value computed on the
 FR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0447.degrees latitude (g = 980.6199 gals.).
 FR0447
 FR0447.The modeled gravity was interpolated from observed gravity values.
 FR0447
 FR0447;                    North         East    Units  Estimated Accuracy
 FR0447;SPC AZ C     -   468,890.       91,450.      MT  (+/- 180 meters Scaled)
 FR0447
 FR0447                          SUPERSEDED SURVEY CONTROL
 FR0447
 FR0447  NGVD 29 (??/??/92) 1629.104  (m)         5344.82   (f) ADJ UNCH    2 0
 FR0447
 FR0447.Superseded values are not recommended for survey control.
 FR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0447.See file dsdata.txt to determine how the superseded data were derived.
 FR0447
 FR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD946998(NAD 83)
 FR0447_MARKER: DB = BENCH MARK DISK
 FR0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0447_STAMPING: C 393 1962
 FR0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0447+STABILITY: SURFACE MOTION
 FR0447
 FR0447  HISTORY     - Date     Condition        Report By
 FR0447  HISTORY     - 1962     MONUMENTED       CGS
 FR0447
 FR0447                          STATION DESCRIPTION
 FR0447
 FR0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0447'24.65 MI W FROM SELIGMAN.
 FR0447'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0447'STATION AT SELIGMAN, THENCE 21.65 MILES WEST ALONG A GRAVEL AND DIRT
 FR0447'ROAD, 35 FEET SOUTH OF THE CENTER OF THE ROAD, 25 FEET SOUTH OF A
 FR0447'TRIANGLE BLAZED TREE, 2.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 FR0447'FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE
 FR0447'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0221 ***********************************************************************
 FR0221  DESIGNATION -  C 394
 FR0221  PID         -  FR0221
 FR0221  STATE/COUNTY-  AZ/YAVAPAI
 FR0221  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0221
 FR0221                         *CURRENT SURVEY CONTROL
 FR0221  ___________________________________________________________________
 FR0221* NAD 83(1986)-  35 18 27.     (N)    112 47 37.     (W)     SCALED    
 FR0221* NAVD 88     -      1682.156  (meters)    5518.87   (feet)  ADJUSTED  
 FR0221  ___________________________________________________________________
 FR0221  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FR0221  DYNAMIC HT  -        1679.906 (meters)    5511.49  (feet)  COMP
 FR0221  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 FR0221
 FR0221  VERT ORDER  -  FIRST     CLASS II
 FR0221
 FR0221.The horizontal coordinates were scaled from a topographic map and have
 FR0221.an estimated accuracy of +/- 6 seconds.
 FR0221
 FR0221.The orthometric height was determined by differential leveling
 FR0221.and adjusted in June 1991.
 FR0221
 FR0221.The geoid height was determined by GEOID03.
 FR0221
 FR0221.The dynamic height is computed by dividing the NAVD 88
 FR0221.geopotential number by the normal gravity value computed on the
 FR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0221.degrees latitude (g = 980.6199 gals.).
 FR0221
 FR0221.The modeled gravity was interpolated from observed gravity values.
 FR0221
 FR0221;                    North         East    Units  Estimated Accuracy
 FR0221;SPC AZ C     -   478,040.      133,610.      MT  (+/- 180 meters Scaled)
 FR0221
 FR0221                          SUPERSEDED SURVEY CONTROL
 FR0221
 FR0221  NGVD 29 (??/??/92) 1681.228  (m)         5515.83   (f) ADJ UNCH    1 2
 FR0221
 FR0221.Superseded values are not recommended for survey control.
 FR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0221.See file dsdata.txt to determine how the superseded data were derived.
 FR0221
 FR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE369086(NAD 83)
 FR0221_MARKER: DB = BENCH MARK DISK
 FR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0221_STAMPING: C 394 196I
 FR0221_MARK LOGO: CGS   
 FR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0221+STABILITY: SURFACE MOTION
 FR0221
 FR0221  HISTORY     - Date     Condition        Report By
 FR0221  HISTORY     - 1962     MONUMENTED       CGS
 FR0221  HISTORY     - 1982     GOOD             NGS
 FR0221
 FR0221                          STATION DESCRIPTION
 FR0221
 FR0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0221'4.95 MI E FROM SELIGMAN.
 FR0221'4.95 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE A.T. AND S.F. RAILWAY
 FR0221'STATION AT SELIGMAN, 124 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 66,
 FR0221'2 FEET NORTH OF THE FENCE, 3.4 FEET SOUTH OF A METAL WITNESS POST,
 FR0221'ABOUT 6 FEET BELOW THE LEVEL OF U.S. 66, AND IS SET IN THE TOP OF A
 FR0221'CONCRETE POST PROJECTING 2 INCHES.
 FR0221
 FR0221                          STATION RECOVERY (1982)
 FR0221
 FR0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0670 ***********************************************************************
 DW0670  DESIGNATION -  C 395
 DW0670  PID         -  DW0670
 DW0670  STATE/COUNTY-  AZ/LA PAZ
 DW0670  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0670
 DW0670                         *CURRENT SURVEY CONTROL
 DW0670  ___________________________________________________________________
 DW0670* NAD 83(1986)-  33 40 20.     (N)    114 02 49.     (W)     SCALED    
 DW0670* NAVD 88     -       497.027  (meters)    1630.66   (feet)  ADJUSTED  
 DW0670  ___________________________________________________________________
 DW0670  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DW0670  DYNAMIC HT  -         496.454 (meters)    1628.78  (feet)  COMP
 DW0670  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 DW0670
 DW0670  VERT ORDER  -  FIRST     CLASS II
 DW0670
 DW0670.The horizontal coordinates were scaled from a topographic map and have
 DW0670.an estimated accuracy of +/- 6 seconds.
 DW0670
 DW0670.The orthometric height was determined by differential leveling
 DW0670.and adjusted in June 1991.
 DW0670
 DW0670.The geoid height was determined by GEOID03.
 DW0670
 DW0670.The dynamic height is computed by dividing the NAVD 88
 DW0670.geopotential number by the normal gravity value computed on the
 DW0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0670.degrees latitude (g = 980.6199 gals.).
 DW0670
 DW0670.The modeled gravity was interpolated from observed gravity values.
 DW0670
 DW0670;                    North         East    Units  Estimated Accuracy
 DW0670;SPC AZ W     -   296,350.      185,820.      MT  (+/- 180 meters Scaled)
 DW0670
 DW0670                          SUPERSEDED SURVEY CONTROL
 DW0670
 DW0670  NGVD 29 (??/??/??)  496.324  (m)         1628.36   (f) ADJUSTED    1 2
 DW0670
 DW0670.Superseded values are not recommended for survey control.
 DW0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0670.See file dsdata.txt to determine how the superseded data were derived.
 DW0670
 DW0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT737297(NAD 83)
 DW0670_MARKER: DB = BENCH MARK DISK
 DW0670_SETTING: 80 = SET IN A BOULDER
 DW0670_SP_SET: BOULDER
 DW0670_STAMPING: C 395 1962
 DW0670_MARK LOGO: CGS   
 DW0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0670+STABILITY: SURFACE MOTION
 DW0670
 DW0670  HISTORY     - Date     Condition        Report By
 DW0670  HISTORY     - 1962     MONUMENTED       CGS
 DW0670  HISTORY     - 1981     GOOD             NGS
 DW0670  HISTORY     - 20090218 GOOD             GEOCAC
 DW0670
 DW0670                          STATION DESCRIPTION
 DW0670
 DW0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0670'11.2 MI E FROM QUARTZSITE.
 DW0670'ABOUT 11.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0670'POST OFFICE AT QUARTZSITE, SET IN TOP OF A 5 BY 5 FOOT ROCK
 DW0670'PROJECTING 2 FEET, 200 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 187
 DW0670'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 30 FOOT CONCRETE BRIDGE
 DW0670'WITH 5 OPENINGS, 26 FEET SOUTHWEST OF A PALO VERDE TREE, 4.4
 DW0670'FEET EAST OF A METAL WITNESS POST, AND IS ABOUT LEVEL WITH THE
 DW0670'HIGHWAY.
 DW0670
 DW0670                          STATION RECOVERY (1981)
 DW0670
 DW0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0670'16.3 KM (10.15 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0670'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) NORTHWEST OF
 DW0670'HIGHWAY MILEPOST 29, 61.7 METERS (202 FT) SOUTHWEST OF THE CENTERLINE
 DW0670'OF THE EAST-BOUND LANES, 49.4 METERS (162 FT) SOUTH OF THE SOUTH END
 DW0670'OF THE SOUTH WINGWALL OF A FIVE CHANNEL CULVERT, 46.9 METERS, (154 FT)
 DW0670'SOUTHWEST OF THE SOUTHWEST ONE OF TWO GALVANIZED STEEL I BEAM LEGS FOR
 DW0670'A SIGN READING -U.S. HIGHWAY 60 2 MILES-, 22.8 METERS (74.7 FT) WEST
 DW0670'OF A BRACED ANGLE IRON CORNER POST IN THE RIGHT-OF-WAY FENCE, 16.5
 DW0670'METERS (54.0 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY GRADE.
 DW0670'THE MARK IS 1.4 METERS  SE FROM A WITNESS POST.
 DW0670'THE MARK IS 1.5 M BELOW THE EAST-BOUND CENTERLINE.
 DW0670
 DW0670                          STATION RECOVERY (2009)
 DW0670
 DW0670'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0670'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW0670'COORDINATES OF N 33 40 19.6 W 114 02 52.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1102 ***********************************************************************
 DV1102  DESIGNATION -  C 396 12
 DV1102  PID         -  DV1102
 DV1102  STATE/COUNTY-  AZ/LA PAZ
 DV1102  USGS QUAD   -  VICKSBURG (1990)
 DV1102
 DV1102                         *CURRENT SURVEY CONTROL
 DV1102  ___________________________________________________________________
 DV1102* NAD 83(1986)-  33 38 14.     (N)    113 49 13.     (W)     SCALED    
 DV1102* NAVD 88     -       363.41   (+/-2cm)    1192.3    (feet)  VERTCON   
 DV1102  ___________________________________________________________________
 DV1102  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1102
 DV1102.The horizontal coordinates were scaled from a topographic map and have
 DV1102.an estimated accuracy of +/- 6 seconds.
 DV1102
 DV1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1102.The vertical order pertains to the NGVD 29 superseded value.
 DV1102
 DV1102.The geoid height was determined by GEOID03.
 DV1102
 DV1102;                    North         East    Units  Estimated Accuracy
 DV1102;SPC AZ W     -   292,430.      206,840.      MT  (+/- 180 meters Scaled)
 DV1102
 DV1102                          SUPERSEDED SURVEY CONTROL
 DV1102
 DV1102  NGVD 29 (??/??/92)  362.740  (m)         1190.09   (f) ADJ UNCH    2 0
 DV1102
 DV1102.Superseded values are not recommended for survey control.
 DV1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1102.See file dsdata.txt to determine how the superseded data were derived.
 DV1102
 DV1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC384255(NAD 83)
 DV1102_MARKER: DB = BENCH MARK DISK
 DV1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1102_STAMPING: C 396 12 1962
 DV1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1102+STABILITY: SURFACE MOTION
 DV1102
 DV1102  HISTORY     - Date     Condition        Report By
 DV1102  HISTORY     - 1962     MONUMENTED       CGS
 DV1102
 DV1102                          STATION DESCRIPTION
 DV1102
 DV1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1102'10.85 MI SE FROM BRENDA.
 DV1102'1.0 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1102'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 8.5 MILES
 DV1102'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1102'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.0 FEET NORTHWEST OF A METAL
 DV1102'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1102'NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 DV1102'60-70 AND STATE HIGHWAY 72 AT HOPE BY GOING 3.7 MILES WEST ALONG U.S.
 DV1102'HIGHWAY 60-70 TO THE JUNCTION OF A BLADED ROAD SOUTH, THENCE 6.0 MILES
 DV1102'SOUTH ALONG THE BLADED ROAD, THENCE 3.0 MILES WEST-NORTHWEST ALONG A
 DV1102'BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV1102'INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0375 ***********************************************************************
 DT0375  DESIGNATION -  C 40
 DT0375  PID         -  DT0375
 DT0375  STATE/COUNTY-  AZ/GREENLEE
 DT0375  USGS QUAD   -  CLIFTON (1989)
 DT0375
 DT0375                         *CURRENT SURVEY CONTROL
 DT0375  ___________________________________________________________________
 DT0375* NAD 83(1986)-  33 00 55.     (N)    109 16 52.     (W)     SCALED    
 DT0375* NAVD 88     -      1245.833  (meters)    4087.37   (feet)  ADJUSTED  
 DT0375  ___________________________________________________________________
 DT0375  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DT0375  DYNAMIC HT  -        1244.024 (meters)    4081.44  (feet)  COMP
 DT0375  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 DT0375
 DT0375  VERT ORDER  -  SECOND    CLASS 0
 DT0375
 DT0375.The horizontal coordinates were scaled from a topographic map and have
 DT0375.an estimated accuracy of +/- 6 seconds.
 DT0375
 DT0375.The orthometric height was determined by differential leveling
 DT0375.and adjusted in June 1991.
 DT0375
 DT0375.The geoid height was determined by GEOID03.
 DT0375
 DT0375.The dynamic height is computed by dividing the NAVD 88
 DT0375.geopotential number by the normal gravity value computed on the
 DT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0375.degrees latitude (g = 980.6199 gals.).
 DT0375
 DT0375.The modeled gravity was interpolated from observed gravity values.
 DT0375
 DT0375;                    North         East    Units  Estimated Accuracy
 DT0375;SPC AZ E     -   223,790.      296,100.      MT  (+/- 180 meters Scaled)
 DT0375
 DT0375                          SUPERSEDED SURVEY CONTROL
 DT0375
 DT0375  NGVD 29 (??/??/92) 1245.094  (m)         4084.95   (f) ADJ UNCH    2 0
 DT0375
 DT0375.Superseded values are not recommended for survey control.
 DT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0375.See file dsdata.txt to determine how the superseded data were derived.
 DT0375
 DT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB605542(NAD 83)
 DT0375_MARKER: DB = BENCH MARK DISK
 DT0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0375_STAMPING: C 40 1934
 DT0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0375+STABILITY: SURFACE MOTION
 DT0375
 DT0375  HISTORY     - Date     Condition        Report By
 DT0375  HISTORY     - 1934     MONUMENTED       CGS
 DT0375
 DT0375                          STATION DESCRIPTION
 DT0375
 DT0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0375'7.2 MI S FROM CLIFTON.
 DT0375'ON STATE HWY. NO. 71, 0.6 MILE SOUTH OF INTERSECTION WITH CUT OFF TO
 DT0375'HWY. NO. 75, AT FOOT OF SMALL GRADE, ABOUT 400 FT. WEST OF WASH, AND
 DT0375'27 FT. EAST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0081 ***********************************************************************
 GP0081  DESIGNATION -  C 401
 GP0081  PID         -  GP0081
 GP0081  STATE/COUNTY-  AZ/COCONINO
 GP0081  USGS QUAD   -  PAGE (1985)
 GP0081
 GP0081                         *CURRENT SURVEY CONTROL
 GP0081  ___________________________________________________________________
 GP0081* NAD 83(1986)-  36 56 35.     (N)    111 23 36.     (W)     SCALED    
 GP0081* NAVD 88     -      1217.477  (meters)    3994.34   (feet)  ADJUSTED  
 GP0081  ___________________________________________________________________
 GP0081  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0081  DYNAMIC HT  -        1216.059 (meters)    3989.69  (feet)  COMP
 GP0081  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 GP0081
 GP0081  VERT ORDER  -  FIRST     CLASS II
 GP0081
 GP0081.The horizontal coordinates were scaled from a topographic map and have
 GP0081.an estimated accuracy of +/- 6 seconds.
 GP0081
 GP0081.The orthometric height was determined by differential leveling
 GP0081.and adjusted in June 1991.
 GP0081
 GP0081.The geoid height was determined by GEOID03.
 GP0081
 GP0081.The dynamic height is computed by dividing the NAVD 88
 GP0081.geopotential number by the normal gravity value computed on the
 GP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0081.degrees latitude (g = 980.6199 gals.).
 GP0081
 GP0081.The modeled gravity was interpolated from observed gravity values.
 GP0081
 GP0081;                    North         East    Units  Estimated Accuracy
 GP0081;SPC AZ C     -   659,280.      259,970.      MT  (+/- 180 meters Scaled)
 GP0081
 GP0081                          SUPERSEDED SURVEY CONTROL
 GP0081
 GP0081  NGVD 29 (??/??/92) 1216.557  (m)         3991.32   (f) ADJ UNCH    1 2
 GP0081
 GP0081.Superseded values are not recommended for survey control.
 GP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0081.See file dsdata.txt to determine how the superseded data were derived.
 GP0081
 GP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF649886(NAD 83)
 GP0081_MARKER: DB = BENCH MARK DISK
 GP0081_SETTING: 66 = SET IN ROCK OUTCROP
 GP0081_SP_SET: ROCK OUTCROP
 GP0081_STAMPING: C 401 1962
 GP0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0081+STABILITY: POSITION/ELEVATION WELL
 GP0081
 GP0081  HISTORY     - Date     Condition        Report By
 GP0081  HISTORY     - 1962     MONUMENTED       CGS
 GP0081
 GP0081                          STATION DESCRIPTION
 GP0081
 GP0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0081'4.8 MI NE FROM PAGE.
 GP0081'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0081'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0081'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0081'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0081'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0081'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 3.3 MILES NORTHEAST
 GP0081'ACROSS COUNTRY.  2.0 MILES NORTHEAST OF ANTELEOPE CREEK, AT THE
 GP0081'NORTHWEST END OF A MESA, SET IN THE TOP OF AN OUTCROPPING ROCK AT THE
 GP0081'BASE OF A CLIFF, 4 FEET ABOVE THE GROUND, AND 100.0 FEET
 GP0081'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0120 ***********************************************************************
 GP0120  DESIGNATION -  C 402
 GP0120  PID         -  GP0120
 GP0120  STATE/COUNTY-  AZ/COCONINO
 GP0120  USGS QUAD   -  PAGE (1985)
 GP0120
 GP0120                         *CURRENT SURVEY CONTROL
 GP0120  ___________________________________________________________________
 GP0120* NAD 83(1986)-  36 56 12.     (N)    111 29 04.     (W)     SCALED    
 GP0120* NAVD 88     -       972.577  (meters)    3190.86   (feet)  ADJUSTED  
 GP0120  ___________________________________________________________________
 GP0120  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0120  DYNAMIC HT  -         971.471 (meters)    3187.23  (feet)  COMP
 GP0120  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 GP0120
 GP0120  VERT ORDER  -  FIRST     CLASS II
 GP0120
 GP0120.The horizontal coordinates were scaled from a topographic map and have
 GP0120.an estimated accuracy of +/- 6 seconds.
 GP0120
 GP0120.The orthometric height was determined by differential leveling
 GP0120.and adjusted in June 1991.
 GP0120
 GP0120.The geoid height was determined by GEOID03.
 GP0120
 GP0120.The dynamic height is computed by dividing the NAVD 88
 GP0120.geopotential number by the normal gravity value computed on the
 GP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0120.degrees latitude (g = 980.6199 gals.).
 GP0120
 GP0120.The modeled gravity was interpolated from observed gravity values.
 GP0120
 GP0120;                    North         East    Units  Estimated Accuracy
 GP0120;SPC AZ C     -   658,530.      251,860.      MT  (+/- 180 meters Scaled)
 GP0120
 GP0120                          SUPERSEDED SURVEY CONTROL
 GP0120
 GP0120  NGVD 29 (??/??/92)  971.685  (m)         3187.94   (f) ADJ UNCH    1 2
 GP0120
 GP0120.Superseded values are not recommended for survey control.
 GP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0120.See file dsdata.txt to determine how the superseded data were derived.
 GP0120
 GP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568879(NAD 83)
 GP0120_MARKER: DB = BENCH MARK DISK
 GP0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0120_SP_SET: DECKING
 GP0120_STAMPING: C 402 1962
 GP0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0120
 GP0120  HISTORY     - Date     Condition        Report By
 GP0120  HISTORY     - 1962     MONUMENTED       CGS
 GP0120
 GP0120                          STATION DESCRIPTION
 GP0120
 GP0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0120'IN PAGE.
 GP0120'AT THE POWERPLANT OF THE GLEN CANYON DAM, INSIDE THE POWERHOUSE, 41.8
 GP0120'FEET EAST OF THE EAST EDGE OF THE NORTHWEST ENTRANCE TO UNIT ONE OF
 GP0120'THE POWERHOUSE, 4.5 FEET SOUTH OF THE NORTH WALL OF THE POWERHOUSE,
 GP0120'2.0 FEET WEST OF COLUMN C 35, 4-INCHES WEST OF THE BASE PLATE OF THE
 GP0120'COLUMN, AND SET IN THE TOP OF A CONCRETE DECKING BETWEEN SOME COLUMNS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1260 ***********************************************************************
 DU1260  DESIGNATION -  C 403
 DU1260  PID         -  DU1260
 DU1260  STATE/COUNTY-  AZ/GILA
 DU1260  USGS QUAD   -  GLOBE (1982)
 DU1260
 DU1260                         *CURRENT SURVEY CONTROL
 DU1260  ___________________________________________________________________
 DU1260* NAD 83(1986)-  33 25 52.     (N)    110 49 38.     (W)     SCALED    
 DU1260* NAVD 88     -       994.520  (meters)    3262.85   (feet)  ADJUSTED  
 DU1260  ___________________________________________________________________
 DU1260  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1260  DYNAMIC HT  -         993.181 (meters)    3258.46  (feet)  COMP
 DU1260  MODELED GRAV-     979,257.3   (mgal)                       NAVD 88
 DU1260
 DU1260  VERT ORDER  -  FIRST     CLASS II
 DU1260
 DU1260.The horizontal coordinates were scaled from a topographic map and have
 DU1260.an estimated accuracy of +/- 6 seconds.
 DU1260
 DU1260.The orthometric height was determined by differential leveling
 DU1260.and adjusted in June 1991.
 DU1260
 DU1260.The geoid height was determined by GEOID03.
 DU1260
 DU1260.The dynamic height is computed by dividing the NAVD 88
 DU1260.geopotential number by the normal gravity value computed on the
 DU1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1260.degrees latitude (g = 980.6199 gals.).
 DU1260
 DU1260.The modeled gravity was interpolated from observed gravity values.
 DU1260
 DU1260;                    North         East    Units  Estimated Accuracy
 DU1260;SPC AZ E     -   269,760.      151,940.      MT  (+/- 180 meters Scaled)
 DU1260
 DU1260                          SUPERSEDED SURVEY CONTROL
 DU1260
 DU1260.No superseded survey control is available for this station.
 DU1260
 DU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB160990(NAD 83)
 DU1260_MARKER: DB = BENCH MARK DISK
 DU1260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1260_SP_SET: STAINLESS STEEL ROD
 DU1260_STAMPING: C 403 1979
 DU1260_PROJECTION: FLUSH
 DU1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1260_ROD/PIPE-DEPTH: 7.62 meters
 DU1260
 DU1260  HISTORY     - Date     Condition        Report By
 DU1260  HISTORY     - 1979     MONUMENTED       NGS
 DU1260  HISTORY     - 19950726 GOOD             USPSQD
 DU1260  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU1260
 DU1260                          STATION DESCRIPTION
 DU1260
 DU1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1260'5.6 MI NW FROM GLOBE.
 DU1260'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1260'COURTHOUSE IN GLOBE, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 88
 DU1260'(APACHE TRAIL), 56.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1260'35.1 FEET EAST OF MILE MARKER NUMBER 272 AND 1.6 FEET NORTH OF A
 DU1260'FENCE CORNER.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1260'THE MARK IS 1.4 FT  NNE FROM A WITNESS POST.
 DU1260'THE MARK IS 5 FT BELOW THE HIGHWAY.
 DU1260
 DU1260                          STATION RECOVERY (1995)
 DU1260
 DU1260'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1260'RECOVERED IN GOOD CONDITION.
 DU1260
 DU1260                          STATION RECOVERY (2006)
 DU1260
 DU1260'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1260'THE HIGHWAY WAS WIDENED IN 2005. THE SHOULDER HAS BEEN RE-GRADED, AND
 DU1260'THE ADJACENT PROPERTY HAS HAD SOME DRIVEWAY IMPROVEMENTS CONSTRUCTED.
 DU1260'THE MILEPOST NEAR THE LOCATION IS 216.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0306 ***********************************************************************
 GP0306  DESIGNATION -  C 403
 GP0306  PID         -  GP0306
 GP0306  STATE/COUNTY-  AZ/COCONINO
 GP0306  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0306
 GP0306                         *CURRENT SURVEY CONTROL
 GP0306  ___________________________________________________________________
 GP0306* NAD 83(1986)-  36 38 17.     (N)    111 37 47.     (W)     SCALED    
 GP0306* NAVD 88     -      1643.336  (meters)    5391.51   (feet)  ADJUSTED  
 GP0306  ___________________________________________________________________
 GP0306  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0306  DYNAMIC HT  -        1641.288 (meters)    5384.79  (feet)  COMP
 GP0306  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 GP0306
 GP0306  VERT ORDER  -  FIRST     CLASS II
 GP0306
 GP0306.The horizontal coordinates were scaled from a topographic map and have
 GP0306.an estimated accuracy of +/- 6 seconds.
 GP0306
 GP0306.The orthometric height was determined by differential leveling
 GP0306.and adjusted in June 1991.
 GP0306.WARNING-Repeat measurements at this control monument indicate possible
 GP0306.vertical movement.
 GP0306
 GP0306.The geoid height was determined by GEOID03.
 GP0306
 GP0306.The dynamic height is computed by dividing the NAVD 88
 GP0306.geopotential number by the normal gravity value computed on the
 GP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0306.degrees latitude (g = 980.6199 gals.).
 GP0306
 GP0306.The modeled gravity was interpolated from observed gravity values.
 GP0306
 GP0306;                    North         East    Units  Estimated Accuracy
 GP0306;SPC AZ C     -   625,350.      239,020.      MT  (+/- 180 meters Scaled)
 GP0306
 GP0306                          SUPERSEDED SURVEY CONTROL
 GP0306
 GP0306  NGVD 29 (??/??/92) 1642.276  (m)         5388.03   (f) ADJ UNCH    1 2
 GP0306
 GP0306.Superseded values are not recommended for survey control.
 GP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0306.See file dsdata.txt to determine how the superseded data were derived.
 GP0306
 GP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF437549(NAD 83)
 GP0306_MARKER: DB = BENCH MARK DISK
 GP0306_SETTING: 66 = SET IN ROCK OUTCROP
 GP0306_SP_SET: ROCK OUTCROP
 GP0306_STAMPING: C 403 1962
 GP0306_MARK LOGO: CGS   
 GP0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0306
 GP0306  HISTORY     - Date     Condition        Report By
 GP0306  HISTORY     - 1962     MONUMENTED       CGS
 GP0306  HISTORY     - 1978     GOOD             USGS
 GP0306  HISTORY     - 1983     GOOD             NGS
 GP0306
 GP0306                          STATION DESCRIPTION
 GP0306
 GP0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0306'1.6 MI NE FROM BITTER SPRINGS.
 GP0306'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0306'STATION AT BITTER SPRINGS.  THENCE 1.4 MILES NORTHEAST ALONG U.S.
 GP0306'HIGHWAY 89 LEADING TO PAGE, AT THE NORTH END OF A DEEP HIGHWAY CUT, 50
 GP0306'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF THE
 GP0306'SOUTH END OF A METAL GUARD RAIL, ABOUT 2 1/2 FEET SOUTHWEST OF A
 GP0306'LARGE, RED ROCK, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 GP0306'SET IN THE TOP OF A ROCK OUTCROP PROJECTING 10-INCHES ABOVE THE
 GP0306'GROUND.
 GP0306
 GP0306                          STATION RECOVERY (1978)
 GP0306
 GP0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0306'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT. 89 NEAR BITTER
 GP0306'SPRING, 1.4 MILE NE. OF ALONG HWY 89 LEADING TO PAGE. REMAINDER OF
 GP0306'DESCRIPTION IS ADEQUATE.
 GP0306
 GP0306                          STATION RECOVERY (1983)
 GP0306
 GP0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1282 ***********************************************************************
 DU1282  DESIGNATION -  C 404
 DU1282  PID         -  DU1282
 DU1282  STATE/COUNTY-  AZ/GILA
 DU1282  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1282
 DU1282                         *CURRENT SURVEY CONTROL
 DU1282  ___________________________________________________________________
 DU1282* NAD 83(1986)-  33 36 31.     (N)    111 00 40.     (W)     SCALED    
 DU1282* NAVD 88     -       706.779  (meters)    2318.82   (feet)  ADJUSTED  
 DU1282  ___________________________________________________________________
 DU1282  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DU1282  DYNAMIC HT  -         705.868 (meters)    2315.84  (feet)  COMP
 DU1282  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 DU1282
 DU1282  VERT ORDER  -  FIRST     CLASS II
 DU1282
 DU1282.The horizontal coordinates were scaled from a topographic map and have
 DU1282.an estimated accuracy of +/- 6 seconds.
 DU1282
 DU1282.The orthometric height was determined by differential leveling
 DU1282.and adjusted in June 1991.
 DU1282
 DU1282.The geoid height was determined by GEOID03.
 DU1282
 DU1282.The dynamic height is computed by dividing the NAVD 88
 DU1282.geopotential number by the normal gravity value computed on the
 DU1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1282.degrees latitude (g = 980.6199 gals.).
 DU1282
 DU1282.The modeled gravity was interpolated from observed gravity values.
 DU1282
 DU1282;                    North         East    Units  Estimated Accuracy
 DU1282;SPC AZ E     -   289,570.      135,000.      MT  (+/- 180 meters Scaled)
 DU1282
 DU1282                          SUPERSEDED SURVEY CONTROL
 DU1282
 DU1282.No superseded survey control is available for this station.
 DU1282
 DU1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC989187(NAD 83)
 DU1282_MARKER: DB = BENCH MARK DISK
 DU1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1282_SP_SET: STAINLESS STEEL ROD
 DU1282_STAMPING: C 404 1979
 DU1282_PROJECTION: FLUSH
 DU1282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1282_ROD/PIPE-DEPTH: 3.66 meters
 DU1282
 DU1282  HISTORY     - Date     Condition        Report By
 DU1282  HISTORY     - 1979     MONUMENTED       NGS
 DU1282  HISTORY     - 19980701 GOOD             AZDT
 DU1282  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU1282  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU1282
 DU1282                          STATION DESCRIPTION
 DU1282
 DU1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1282'8.4 MI SE FROM ROOSEVELT.
 DU1282'8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1282'THE POST OFFICE IN ROOSEVELT, 77.2 FEET SOUTHWEST
 DU1282'OF THE WEST END OF A CATTLE GUARD, 37.3 FEET NORTH OF THE
 DU1282'HIGHWAY, 34.0 FEET WEST OF THE CENTER OF A PAVED DRIVE LEADING
 DU1282'NORTH, 4.1 FEET NORTH OF THE EAST END OF A GUARD RAIL,
 DU1282'NOTE=REFUSAL WAS REACHED AT 12 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1282'4-INCH SCREWPLUG.
 DU1282'THE MARK IS 2 FT  NNE FROM A WITNESS POST.
 DU1282'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1282
 DU1282                          STATION RECOVERY (1998)
 DU1282
 DU1282'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1282'RECOVERED AS DESCRIBED.
 DU1282
 DU1282                          STATION RECOVERY (2004)
 DU1282
 DU1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1282'MARK NOT FOUND. AT DISTANCE FROM GUARD RAIL INDICATED, AREA ALL PAVED
 DU1282'OVER.
 DU1282
 DU1282                          STATION RECOVERY (2007)
 DU1282
 DU1282'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1282'THE CURRENT ORIENTATION OF THE REFERENCED LANDMARKS IS NOT THE SAME AS
 DU1282'THE DESCRIPTION. HIGHWAY IS NORTH-SOUTH, CATTLE GUARD IS NORTH-SOUTH,
 DU1282'SIDE ROAD IS EAST-WEST. NO WITNESS POST IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0202 ***********************************************************************
 GP0202  DESIGNATION -  C 404
 GP0202  PID         -  GP0202
 GP0202  STATE/COUNTY-  AZ/COCONINO
 GP0202  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0202
 GP0202                         *CURRENT SURVEY CONTROL
 GP0202  ___________________________________________________________________
 GP0202* NAD 83(1986)-  36 38 53.     (N)    111 39 11.     (W)     SCALED    
 GP0202* NAVD 88     -      1538.534  (meters)    5047.67   (feet)  POSTED    
 GP0202  ___________________________________________________________________
 GP0202  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 GP0202  DYNAMIC HT  -        1536.680 (meters)    5041.59  (feet)  COMP
 GP0202  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 GP0202
 GP0202  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0202
 GP0202.The horizontal coordinates were scaled from a topographic map and have
 GP0202.an estimated accuracy of +/- 6 seconds.
 GP0202
 GP0202.The orthometric height was determined by differential leveling
 GP0202.and adjusted by the  in 1992.
 GP0202.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0202.rate of 2.1 thru 3.0 mm/km.
 GP0202
 GP0202.The geoid height was determined by GEOID03.
 GP0202
 GP0202.The dynamic height is computed by dividing the NAVD 88
 GP0202.geopotential number by the normal gravity value computed on the
 GP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0202.degrees latitude (g = 980.6199 gals.).
 GP0202
 GP0202.The modeled gravity was interpolated from observed gravity values.
 GP0202
 GP0202;                    North         East    Units  Estimated Accuracy
 GP0202;SPC AZ C     -   626,450.      236,930.      MT  (+/- 180 meters Scaled)
 GP0202
 GP0202                          SUPERSEDED SURVEY CONTROL
 GP0202
 GP0202  NGVD 29 (??/??/92) 1537.55   (m)         5044.4    (f) COMPUTED    1 2
 GP0202
 GP0202.Superseded values are not recommended for survey control.
 GP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0202.See file dsdata.txt to determine how the superseded data were derived.
 GP0202
 GP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416560(NAD 83)
 GP0202_MARKER: DB = BENCH MARK DISK
 GP0202_SETTING: 66 = SET IN ROCK OUTCROP
 GP0202_SP_SET: ROCK OUTCROP
 GP0202_STAMPING: C 404 1962
 GP0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0202+STABILITY: POSITION/ELEVATION WELL
 GP0202
 GP0202  HISTORY     - Date     Condition        Report By
 GP0202  HISTORY     - 1962     MONUMENTED       CGS
 GP0202  HISTORY     - 1978     GOOD             USGS
 GP0202  HISTORY     - 19931203 GOOD             USPSQD
 GP0202
 GP0202                          STATION DESCRIPTION
 GP0202
 GP0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0202'0.8 MI N FROM BITTER SPRINGS.
 GP0202'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0202'STATION AT BITTER SPRINGS, 315 FEET WEST OF HIGHWAY MILEPOST NUMBER
 GP0202'525, 297 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET NORTHWEST
 GP0202'OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GP0202'AND SET IN THE TOP OF ROCK LEDGE OUTCROP PROJECTING ABOUT 1 FOOT ABOVE
 GP0202'THE GROUND.
 GP0202
 GP0202                          STATION RECOVERY (1978)
 GP0202
 GP0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0202'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89, 1.0 MILE N.
 GP0202'OF ALONG ALT 89. CHEVRON SERVICE STATION HAS BEEN REMOVED. REMAINDER
 GP0202'OF DESCRIPTION IS ADEQUATE.
 GP0202
 GP0202                          STATION RECOVERY (1993)
 GP0202
 GP0202'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1178 ***********************************************************************
 DU1178  DESIGNATION -  C 405
 DU1178  PID         -  DU1178
 DU1178  STATE/COUNTY-  AZ/GILA
 DU1178  USGS QUAD   -  CHROME BUTTE (1966)
 DU1178
 DU1178                         *CURRENT SURVEY CONTROL
 DU1178  ___________________________________________________________________
 DU1178* NAD 83(1986)-  33 32 26.     (N)    110 41 33.     (W)     SCALED    
 DU1178* NAVD 88     -      1416.400  (meters)    4646.97   (feet)  ADJUSTED  
 DU1178  ___________________________________________________________________
 DU1178  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DU1178  DYNAMIC HT  -        1414.405 (meters)    4640.43  (feet)  COMP
 DU1178  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 DU1178
 DU1178  VERT ORDER  -  FIRST     CLASS II
 DU1178
 DU1178.The horizontal coordinates were scaled from a topographic map and have
 DU1178.an estimated accuracy of +/- 6 seconds.
 DU1178
 DU1178.The orthometric height was determined by differential leveling
 DU1178.and adjusted in June 1991.
 DU1178
 DU1178.The geoid height was determined by GEOID03.
 DU1178
 DU1178.The dynamic height is computed by dividing the NAVD 88
 DU1178.geopotential number by the normal gravity value computed on the
 DU1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1178.degrees latitude (g = 980.6199 gals.).
 DU1178
 DU1178.The modeled gravity was interpolated from observed gravity values.
 DU1178
 DU1178;                    North         East    Units  Estimated Accuracy
 DU1178;SPC AZ E     -   281,820.      164,530.      MT  (+/- 180 meters Scaled)
 DU1178
 DU1178                          SUPERSEDED SURVEY CONTROL
 DU1178
 DU1178.No superseded survey control is available for this station.
 DU1178
 DU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC285112(NAD 83)
 DU1178_MARKER: DB = BENCH MARK DISK
 DU1178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1178_SP_SET: STAINLESS STEEL ROD
 DU1178_STAMPING: C 405 1979
 DU1178_PROJECTION: FLUSH
 DU1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1178
 DU1178  HISTORY     - Date     Condition        Report By
 DU1178  HISTORY     - 1979     MONUMENTED       NGS
 DU1178
 DU1178                          STATION DESCRIPTION
 DU1178
 DU1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1178'11.9 MI NE FROM GLOBE.
 DU1178'11.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1178'COURTHOUSE IN GLOBE, 101.1 FEET EAST OF THE CENTERLINE OF THE
 DU1178'HIGHWAY, 26.3 FEET NORTH OF THE CENTER OF A PAVED AND TRACK ROAD
 DU1178'LEADING EAST, 28.9 FEET NORTH OF THE NORTH END OF A WIRE GATE AND
 DU1178'1.9 FEET WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT   FEET.
 DU1178'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1178'THE MARK IS 2.5 FT  NNE FROM A WITNESS POST.
 DU1178'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0279 ***********************************************************************
 GP0279  DESIGNATION -  C 405
 GP0279  PID         -  GP0279
 GP0279  STATE/COUNTY-  AZ/COCONINO
 GP0279  USGS QUAD   -  FERRY SWALE (1985)
 GP0279
 GP0279                         *CURRENT SURVEY CONTROL
 GP0279  ___________________________________________________________________
 GP0279* NAD 83(1986)-  36 57 24.     (N)    111 30 13.     (W)     SCALED    
 GP0279* NAVD 88     -      1248.701  (meters)    4096.78   (feet)  ADJUSTED  
 GP0279  ___________________________________________________________________
 GP0279  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0279  DYNAMIC HT  -        1247.285 (meters)    4092.13  (feet)  COMP
 GP0279  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 GP0279
 GP0279  VERT ORDER  -  FIRST     CLASS II
 GP0279
 GP0279.The horizontal coordinates were scaled from a topographic map and have
 GP0279.an estimated accuracy of +/- 6 seconds.
 GP0279
 GP0279.The orthometric height was determined by differential leveling
 GP0279.and adjusted in June 1991.
 GP0279
 GP0279.The geoid height was determined by GEOID03.
 GP0279
 GP0279.The dynamic height is computed by dividing the NAVD 88
 GP0279.geopotential number by the normal gravity value computed on the
 GP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0279.degrees latitude (g = 980.6199 gals.).
 GP0279
 GP0279.The modeled gravity was interpolated from observed gravity values.
 GP0279
 GP0279;                    North         East    Units  Estimated Accuracy
 GP0279;SPC AZ C     -   660,740.      250,140.      MT  (+/- 180 meters Scaled)
 GP0279
 GP0279                          SUPERSEDED SURVEY CONTROL
 GP0279
 GP0279  NGVD 29 (??/??/92) 1247.795  (m)         4093.81   (f) ADJ UNCH    1 2
 GP0279
 GP0279.Superseded values are not recommended for survey control.
 GP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0279.See file dsdata.txt to determine how the superseded data were derived.
 GP0279
 GP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF551901(NAD 83)
 GP0279_MARKER: DB = BENCH MARK DISK
 GP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0279_STAMPING: APRIL 1962
 GP0279_MARK LOGO: CGS   
 GP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0279+STABILITY: SURFACE MOTION
 GP0279
 GP0279  HISTORY     - Date     Condition        Report By
 GP0279  HISTORY     - 1962     MONUMENTED       CGS
 GP0279  HISTORY     - 1983     GOOD             NGS
 GP0279
 GP0279                          STATION DESCRIPTION
 GP0279
 GP0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0279'2.15 MI NW FROM PAGE.
 GP0279'ABOUT 2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0279'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  97 FEET SOUTHWEST OF
 GP0279'THE CENTERLINE OF THE HIGHWAY, 48 FEET NORTHEAST OF A POWER POLE, 30.5
 GP0279'FEET SOUTHEAST OF THE CENTERLINE OF A METAL GATE, 2.3 FEET NORTHEAST
 GP0279'OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 GP0279'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0279'PROJECTING 6 INCHES.
 GP0279
 GP0279                          STATION RECOVERY (1983)
 GP0279
 GP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1201 ***********************************************************************
 DU1201  DESIGNATION -  C 406
 DU1201  PID         -  DU1201
 DU1201  STATE/COUNTY-  AZ/GILA
 DU1201  USGS QUAD   -  CHRYSOTILE (1966)
 DU1201
 DU1201                         *CURRENT SURVEY CONTROL
 DU1201  ___________________________________________________________________
 DU1201* NAD 83(1986)-  33 42 03.     (N)    110 32 41.     (W)     SCALED    
 DU1201* NAVD 88     -      1770.958  (meters)    5810.22   (feet)  ADJUSTED  
 DU1201  ___________________________________________________________________
 DU1201  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DU1201  DYNAMIC HT  -        1768.395 (meters)    5801.81  (feet)  COMP
 DU1201  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 DU1201
 DU1201  VERT ORDER  -  FIRST     CLASS II
 DU1201
 DU1201.The horizontal coordinates were scaled from a topographic map and have
 DU1201.an estimated accuracy of +/- 6 seconds.
 DU1201
 DU1201.The orthometric height was determined by differential leveling
 DU1201.and adjusted in June 1991.
 DU1201
 DU1201.The geoid height was determined by GEOID03.
 DU1201
 DU1201.The dynamic height is computed by dividing the NAVD 88
 DU1201.geopotential number by the normal gravity value computed on the
 DU1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1201.degrees latitude (g = 980.6199 gals.).
 DU1201
 DU1201.The modeled gravity was interpolated from observed gravity values.
 DU1201
 DU1201;                    North         East    Units  Estimated Accuracy
 DU1201;SPC AZ E     -   299,540.      178,320.      MT  (+/- 180 meters Scaled)
 DU1201
 DU1201                          SUPERSEDED SURVEY CONTROL
 DU1201
 DU1201.No superseded survey control is available for this station.
 DU1201
 DU1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC421290(NAD 83)
 DU1201_MARKER: DB = BENCH MARK DISK
 DU1201_SETTING: 66 = SET IN ROCK OUTCROP
 DU1201_SP_SET: ROCK OUTCROP
 DU1201_STAMPING: C 406 1979
 DU1201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1201+STABILITY: POSITION/ELEVATION WELL
 DU1201
 DU1201  HISTORY     - Date     Condition        Report By
 DU1201  HISTORY     - 1979     MONUMENTED       NGS
 DU1201
 DU1201                          STATION DESCRIPTION
 DU1201
 DU1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1201'28.4 MI NE FROM GLOBE.
 DU1201'28.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1201'COURTHOUSE IN GLOBE, 125 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 DU1201'NORTHWEST CUT, 28 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1201'22.4 SLOPE FEET EAST OF A 14 INCH PINE TREE AND 0.5 FOOT NORTHWEST
 DU1201'OF THE SOUTHEAST EDGE OF THE CUT.
 DU1201'THE MARK IS 5.4 FT  SE FROM A WITNESS POST.
 DU1201'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1217 ***********************************************************************
 DU1217  DESIGNATION -  C 407
 DU1217  PID         -  DU1217
 DU1217  STATE/COUNTY-  AZ/GILA
 DU1217  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1217
 DU1217                         *CURRENT SURVEY CONTROL
 DU1217  ___________________________________________________________________
 DU1217* NAD 83(1986)-  33 49 03.     (N)    110 27 48.     (W)     SCALED    
 DU1217* NAVD 88     -      1414.924  (meters)    4642.13   (feet)  ADJUSTED  
 DU1217  ___________________________________________________________________
 DU1217  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DU1217  DYNAMIC HT  -        1412.942 (meters)    4635.63  (feet)  COMP
 DU1217  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 DU1217
 DU1217  VERT ORDER  -  FIRST     CLASS II
 DU1217
 DU1217.The horizontal coordinates were scaled from a topographic map and have
 DU1217.an estimated accuracy of +/- 6 seconds.
 DU1217
 DU1217.The orthometric height was determined by differential leveling
 DU1217.and adjusted in June 1991.
 DU1217
 DU1217.The geoid height was determined by GEOID03.
 DU1217
 DU1217.The dynamic height is computed by dividing the NAVD 88
 DU1217.geopotential number by the normal gravity value computed on the
 DU1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1217.degrees latitude (g = 980.6199 gals.).
 DU1217
 DU1217.The modeled gravity was interpolated from observed gravity values.
 DU1217
 DU1217;                    North         East    Units  Estimated Accuracy
 DU1217;SPC AZ E     -   312,450.      185,900.      MT  (+/- 180 meters Scaled)
 DU1217
 DU1217                          SUPERSEDED SURVEY CONTROL
 DU1217
 DU1217.No superseded survey control is available for this station.
 DU1217
 DU1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC496420(NAD 83)
 DU1217_MARKER: DB = BENCH MARK DISK
 DU1217_SETTING: 66 = SET IN ROCK OUTCROP
 DU1217_SP_SET: ROCK OUTCROP
 DU1217_STAMPING: C 407 1979
 DU1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1217+STABILITY: POSITION/ELEVATION WELL
 DU1217
 DU1217  HISTORY     - Date     Condition        Report By
 DU1217  HISTORY     - 1979     MONUMENTED       NGS
 DU1217  HISTORY     - 19960918 GOOD             USPSQD
 DU1217
 DU1217                          STATION DESCRIPTION
 DU1217
 DU1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1217'42.4 MI NE FROM GLOBE.
 DU1217'4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1217'IN SALT RIVER CANYON, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1217'AND 19.6 FEET EAST-SOUTHEAST OF THE NORTH END OF A GUARD RAIL.
 DU1217'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA
 DU1217'COUNTY COURTHOUSE IN GLOBE.
 DU1217'THE MARK IS 2.3 FT  SSE FROM A WITNESS POST.
 DU1217'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1217
 DU1217                          STATION RECOVERY (1996)
 DU1217
 DU1217'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0325 ***********************************************************************
 ER0325  DESIGNATION -  C 408
 ER0325  PID         -  ER0325
 ER0325  STATE/COUNTY-  AZ/NAVAJO
 ER0325  USGS QUAD   -  INDIAN PINE (1977)
 ER0325
 ER0325                         *CURRENT SURVEY CONTROL
 ER0325  ___________________________________________________________________
 ER0325* NAD 83(1986)-  34 01 48.     (N)    109 54 43.     (W)     SCALED    
 ER0325* NAVD 88     -      2030.491  (meters)    6661.70   (feet)  ADJUSTED  
 ER0325  ___________________________________________________________________
 ER0325  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ER0325  DYNAMIC HT  -        2027.392 (meters)    6651.54  (feet)  COMP
 ER0325  MODELED GRAV-     979,037.1   (mgal)                       NAVD 88
 ER0325
 ER0325  VERT ORDER  -  FIRST     CLASS II
 ER0325
 ER0325.The horizontal coordinates were scaled from a topographic map and have
 ER0325.an estimated accuracy of +/- 6 seconds.
 ER0325
 ER0325.The orthometric height was determined by differential leveling
 ER0325.and adjusted in June 1991.
 ER0325
 ER0325.The geoid height was determined by GEOID03.
 ER0325
 ER0325.The dynamic height is computed by dividing the NAVD 88
 ER0325.geopotential number by the normal gravity value computed on the
 ER0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0325.degrees latitude (g = 980.6199 gals.).
 ER0325
 ER0325.The modeled gravity was interpolated from observed gravity values.
 ER0325
 ER0325;                    North         East    Units  Estimated Accuracy
 ER0325;SPC AZ E     -   336,010.      236,880.      MT  (+/- 180 meters Scaled)
 ER0325
 ER0325                          SUPERSEDED SURVEY CONTROL
 ER0325
 ER0325.No superseded survey control is available for this station.
 ER0325
 ER0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC004660(NAD 83)
 ER0325_MARKER: DB = BENCH MARK DISK
 ER0325_SETTING: 66 = SET IN ROCK OUTCROP
 ER0325_SP_SET: ROCK OUTCROP
 ER0325_STAMPING: C 408 1979
 ER0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0325+STABILITY: POSITION/ELEVATION WELL
 ER0325
 ER0325  HISTORY     - Date     Condition        Report By
 ER0325  HISTORY     - 1979     MONUMENTED       NGS
 ER0325
 ER0325                          STATION DESCRIPTION
 ER0325
 ER0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0325'7.1 MI SW FROM MCNARY.
 ER0325'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0325'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 3.95 MILES
 ER0325'SOUTH ALONG STATE HIGHWAY 73, 0.35 MILE SOUTH OF HIGHWAY MILE MARKER
 ER0325'354, 55.4 FEET NORTHWEST OF UTILITY POLE NUMBER 9, 46 FEET NORTHEAST
 ER0325'OF THE CENTERLINE OF THE HIGHWAY AND 15.7 FEET SOUTHWEST OF A BARBED
 ER0325'WIRE FENCE.
 ER0325'THE MARK IS 1.7 FT  NW FROM A WITNESS POST.
 ER0325'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0464 ***********************************************************************
 DT0464  DESIGNATION -  C 409
 DT0464  PID         -  DT0464
 DT0464  STATE/COUNTY-  AZ/APACHE
 DT0464  USGS QUAD   -  NUTRIOSO (1991)
 DT0464
 DT0464                         *CURRENT SURVEY CONTROL
 DT0464  ___________________________________________________________________
 DT0464* NAD 83(1986)-  33 56 10.     (N)    109 11 20.     (W)     SCALED    
 DT0464* NAVD 88     -      2416.307  (meters)    7927.50   (feet)  ADJUSTED  
 DT0464  ___________________________________________________________________
 DT0464  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0464  DYNAMIC HT  -        2412.387 (meters)    7914.64  (feet)  COMP
 DT0464  MODELED GRAV-     978,926.7   (mgal)                       NAVD 88
 DT0464
 DT0464  VERT ORDER  -  FIRST     CLASS II
 DT0464
 DT0464.The horizontal coordinates were scaled from a topographic map and have
 DT0464.an estimated accuracy of +/- 6 seconds.
 DT0464
 DT0464.The orthometric height was determined by differential leveling
 DT0464.and adjusted in June 1991.
 DT0464
 DT0464.The geoid height was determined by GEOID03.
 DT0464
 DT0464.The dynamic height is computed by dividing the NAVD 88
 DT0464.geopotential number by the normal gravity value computed on the
 DT0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0464.degrees latitude (g = 980.6199 gals.).
 DT0464
 DT0464.The modeled gravity was interpolated from observed gravity values.
 DT0464
 DT0464;                    North         East    Units  Estimated Accuracy
 DT0464;SPC AZ E     -   326,000.      303,750.      MT  (+/- 180 meters Scaled)
 DT0464
 DT0464                          SUPERSEDED SURVEY CONTROL
 DT0464
 DT0464.No superseded survey control is available for this station.
 DT0464
 DT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC673565(NAD 83)
 DT0464_MARKER: I = METAL ROD
 DT0464_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0464+WITH SETTING: INFORMATION.
 DT0464_SP_SET: SHALLOW SET METAL ROD
 DT0464_STAMPING: C 409 1980
 DT0464_PROJECTION: FLUSH
 DT0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0464_ROD/PIPE-DEPTH: 1.8  meters
 DT0464
 DT0464  HISTORY     - Date     Condition        Report By
 DT0464  HISTORY     - 1980     MONUMENTED       NGS
 DT0464  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0464
 DT0464                          STATION DESCRIPTION
 DT0464
 DT0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0464'2.9 KM SE FROM NUTRIOSO.
 DT0464'2.9 KM (1.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0464'POST OFFICE IN NUTRIOSO, 0.2 KM (0.1 MI) SOUTHEAST OF MILE
 DT0464'POST 419, 22.0 METERS (72.2 FT) WEST OF THE CENTERLINE OF THE
 DT0464'HIGHWAY, 17.1 METERS (56.1 FT) EAST OF TELEPHONE POLE NUMBER 1 185,
 DT0464'6.8 METERS (22.2 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING
 DT0464'SOUTHWEST, 4.3 METERS (14.1 FT) SOUTH OF THE SOUTH GATE POST AND 0.5
 DT0464'METERS (1.5 FT) SOUTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DT0464'1.8 METERS (6.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5
 DT0464'INCH LOGO CAP.
 DT0464'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DT0464'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DT0464
 DT0464                          STATION RECOVERY (2005)
 DT0464
 DT0464'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0208 ***********************************************************************
 DT0208  DESIGNATION -  C 41
 DT0208  PID         -  DT0208
 DT0208  STATE/COUNTY-  AZ/APACHE
 DT0208  USGS QUAD   -  LUNA LAKE (1991)
 DT0208
 DT0208                         *CURRENT SURVEY CONTROL
 DT0208  ___________________________________________________________________
 DT0208* NAD 83(1986)-  33 50 09.     (N)    109 07 18.     (W)     SCALED    
 DT0208* NAVD 88     -      2413.633  (meters)    7918.73   (feet)  ADJUSTED  
 DT0208  ___________________________________________________________________
 DT0208  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DT0208  DYNAMIC HT  -        2409.711 (meters)    7905.86  (feet)  COMP
 DT0208  MODELED GRAV-     978,924.2   (mgal)                       NAVD 88
 DT0208
 DT0208  VERT ORDER  -  FIRST     CLASS II
 DT0208
 DT0208.The horizontal coordinates were scaled from a topographic map and have
 DT0208.an estimated accuracy of +/- 6 seconds.
 DT0208
 DT0208.The orthometric height was determined by differential leveling
 DT0208.and adjusted in June 1991.
 DT0208
 DT0208.The geoid height was determined by GEOID03.
 DT0208
 DT0208.The dynamic height is computed by dividing the NAVD 88
 DT0208.geopotential number by the normal gravity value computed on the
 DT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0208.degrees latitude (g = 980.6199 gals.).
 DT0208
 DT0208.The modeled gravity was interpolated from observed gravity values.
 DT0208
 DT0208;                    North         East    Units  Estimated Accuracy
 DT0208;SPC AZ E     -   314,940.      310,080.      MT  (+/- 180 meters Scaled)
 DT0208
 DT0208                          SUPERSEDED SURVEY CONTROL
 DT0208
 DT0208  NGVD 29 (??/??/92) 2412.590  (m)         7915.31   (f) ADJ UNCH    1 2
 DT0208
 DT0208.Superseded values are not recommended for survey control.
 DT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0208.See file dsdata.txt to determine how the superseded data were derived.
 DT0208
 DT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC738455(NAD 83)
 DT0208_MARKER: DB = BENCH MARK DISK
 DT0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0208_STAMPING: C 41 1934
 DT0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0208+STABILITY: SURFACE MOTION
 DT0208
 DT0208  HISTORY     - Date     Condition        Report By
 DT0208  HISTORY     - 1934     MONUMENTED       CGS
 DT0208  HISTORY     - 1935     GOOD             NGS
 DT0208  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0208
 DT0208                          STATION DESCRIPTION
 DT0208
 DT0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0208'1.8 MI E FROM ALPINE.
 DT0208'1.8 MILES EAST ALONG U.S. HIGHWAY 260 FROM ALPINE, APACHE COUNTY, 0.3
 DT0208'MILE EAST OF THE ALPINE RANGER STATION, 0.2 MILE WEST OF A CEMETERY,
 DT0208'40 FEET SOUTHWEST OF A SPRING, 27 FEET SOUTHWEST OF THE CENTERLINE OF
 DT0208'THE HIGHWAY, AND 8 FEET NORTH OF A FENCE LINE.  A STANDARD DISK,
 DT0208'STAMPED C 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DT0208
 DT0208                          STATION RECOVERY (1980)
 DT0208
 DT0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0208'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 DT0208'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0338 ***********************************************************************
 ER0338  DESIGNATION -  C 410
 ER0338  PID         -  ER0338
 ER0338  STATE/COUNTY-  AZ/APACHE
 ER0338  USGS QUAD   -  MC NARY (1985)
 ER0338
 ER0338                         *CURRENT SURVEY CONTROL
 ER0338  ___________________________________________________________________
 ER0338* NAD 83(1986)-  34 04 37.     (N)    109 49 33.     (W)     SCALED    
 ER0338* NAVD 88     -      2268.732  (meters)    7443.33   (feet)  ADJUSTED  
 ER0338  ___________________________________________________________________
 ER0338  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 ER0338  DYNAMIC HT  -        2265.185 (meters)    7431.69  (feet)  COMP
 ER0338  MODELED GRAV-     978,990.7   (mgal)                       NAVD 88
 ER0338
 ER0338  VERT ORDER  -  FIRST     CLASS II
 ER0338
 ER0338.The horizontal coordinates were scaled from a topographic map and have
 ER0338.an estimated accuracy of +/- 6 seconds.
 ER0338
 ER0338.The orthometric height was determined by differential leveling
 ER0338.and adjusted in June 1991.
 ER0338
 ER0338.The geoid height was determined by GEOID03.
 ER0338
 ER0338.The dynamic height is computed by dividing the NAVD 88
 ER0338.geopotential number by the normal gravity value computed on the
 ER0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0338.degrees latitude (g = 980.6199 gals.).
 ER0338
 ER0338.The modeled gravity was interpolated from observed gravity values.
 ER0338
 ER0338;                    North         East    Units  Estimated Accuracy
 ER0338;SPC AZ E     -   341,240.      244,820.      MT  (+/- 180 meters Scaled)
 ER0338
 ER0338                          SUPERSEDED SURVEY CONTROL
 ER0338
 ER0338.No superseded survey control is available for this station.
 ER0338
 ER0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC083713(NAD 83)
 ER0338_MARKER: I = METAL ROD
 ER0338_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0338+WITH SETTING: INFORMATION.
 ER0338_SP_SET: SHALLOW SET METAL ROD
 ER0338_STAMPING: C 410 1980
 ER0338_PROJECTION: FLUSH
 ER0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0338_ROD/PIPE-DEPTH: 2.4  meters
 ER0338
 ER0338  HISTORY     - Date     Condition        Report By
 ER0338  HISTORY     - 1980     MONUMENTED       NGS
 ER0338
 ER0338                          STATION DESCRIPTION
 ER0338
 ER0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0338'2.8 KM EAST FROM MCNARY.
 ER0338'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0338'OFFICE IN MCNARY, THENCE 2.7 KM (1.7 MI) EAST ALONG STATE
 ER0338'HIGHWAY 260, 1.6 KM (1.0 MI) EAST OF A SIDE ROAD LEADING
 ER0338'SOUTH, 30.8 METERS (101.0 FT) NORTH OF THE CENTERLINE OF THE
 ER0338'HIGHWAY AND 0.4 METERS (1.4 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 ER0338'REACHED AT 2.4 METERS (8.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0338'THOROUGH A 5-INCH LOGO CAP.
 ER0338'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0338'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0667 ***********************************************************************
 FQ0667  DESIGNATION -  C 410
 FQ0667  PID         -  FQ0667
 FQ0667  STATE/COUNTY-  AZ/COCONINO
 FQ0667  USGS QUAD   -  BELLEMONT (1980)
 FQ0667
 FQ0667                         *CURRENT SURVEY CONTROL
 FQ0667  ___________________________________________________________________
 FQ0667* NAD 83(1992)-  35 11 42.50391(N)    111 51 50.02860(W)     ADJUSTED  
 FQ0667* NAVD 88     -      2220.     (meters)    7283.     (feet)  SCALED    
 FQ0667  ___________________________________________________________________
 FQ0667  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 FQ0667  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0667  HORZ ORDER  -  SECOND
 FQ0667
 FQ0667.The horizontal coordinates were established by classical geodetic methods
 FQ0667.and adjusted by the National Geodetic Survey in August 1993.
 FQ0667
 FQ0667.The orthometric height was scaled from a topographic map.
 FQ0667
 FQ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0667
 FQ0667.The geoid height was determined by GEOID03.
 FQ0667
 FQ0667;                    North         East     Units Scale Factor Converg.
 FQ0667;SPC AZ C     -   465,222.617   218,165.317   MT  0.99990028   +0 01 49.5
 FQ0667;SPC AZ C     - 1,526,320.92    715,765.48   iFT  0.99990028   +0 01 49.5
 FQ0667;UTM  12      - 3,895,025.436   421,354.585   MT  0.99967622   -0 29 52.6
 FQ0667
 FQ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0667!SPC AZ C     -   0.99965529  x   0.99990028  =   0.99955561
 FQ0667!UTM  12      -   0.99965529  x   0.99967622  =   0.99933163
 FQ0667
 FQ0667|---------------------------------------------------------------------|
 FQ0667| PID    Reference Object                     Distance      Geod. Az  |
 FQ0667|                                                           dddmmss.s |
 FQ0667| CH2848 C 410 RM 1                           14.152 METERS 02453     |
 FQ0667| FQ0672 VOLUNTEER                           APPROX. 3.8 KM 3112123.5 |
 FQ0667|---------------------------------------------------------------------|
 FQ0667
 FQ0667                          SUPERSEDED SURVEY CONTROL
 FQ0667
 FQ0667  NAD 83(1986)-  35 11 42.50175(N)    111 51 50.02530(W) AD(       ) 2
 FQ0667  NAD 27      -  35 11 42.45470(N)    111 51 47.43230(W) AD(       ) 2
 FQ0667
 FQ0667.Superseded values are not recommended for survey control.
 FQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0667.See file dsdata.txt to determine how the superseded data were derived.
 FQ0667
 FQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2135595025(NAD 83)
 FQ0667_MARKER: DS = TRIANGULATION STATION DISK
 FQ0667_SETTING: 0 = UNSPECIFIED SETTING
 FQ0667
 FQ0667  HISTORY     - Date     Condition        Report By
 FQ0667  HISTORY     - 1958     MONUMENTED       CGS
 FQ0667
 FQ0667                          STATION DESCRIPTION
 FQ0667
 FQ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0667'THE STATION IS ON THE NAVAJO ORDNANCE DEPOT ON BUNKER C 410.
 FQ0667'
 FQ0667'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT, GO WEST
 FQ0667'ON U.S. HIGHWAY 66 AND 89 FOR 11.2 MILES TO THE ORDNANCE DEPOT
 FQ0667'ON THE LEFT, SOUTH.  GO TO THE GUARD STATION AT THE MAIN GATE
 FQ0667'TO THE DEPOT AND GET PERMISSION AND DIRECTIONS TO GO TO BUNKER
 FQ0667'C 410 AND THE STATION.
 FQ0667'
 FQ0667'THE STATION IS A STANDARD DISK, STAMPED C 410 1958, BRAZED TO
 FQ0667'A LENGTH OF 2-INCH SOIL PIPE THAT PROJECTS 18 INCHES.  IT IS
 FQ0667'45 FEET SOUTH OF THE CONCRETE FRONT OF THE BUNKER AND 14 FEET
 FQ0667'SOUTHEAST OF A WITNESS SIGN POST.
 FQ0667'
 FQ0667'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED C410 NO 1 1958,
 FQ0667'CEMENTED IN A DRILL HOLE IN THE CONCRETE FRONT OF THE BUNKER
 FQ0667'AND PROJECTS 4 FEET ABOVE THE BUNKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0364 ***********************************************************************
 ER0364  DESIGNATION -  C 411
 ER0364  PID         -  ER0364
 ER0364  STATE/COUNTY-  AZ/APACHE
 ER0364  USGS QUAD   -  GREER (1969)
 ER0364
 ER0364                         *CURRENT SURVEY CONTROL
 ER0364  ___________________________________________________________________
 ER0364* NAD 83(1986)-  34 04 58.     (N)    109 26 56.     (W)     SCALED    
 ER0364* NAVD 88     -      2457.481  (meters)    8062.59   (feet)  ADJUSTED  
 ER0364  ___________________________________________________________________
 ER0364  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ER0364  DYNAMIC HT  -        2453.537 (meters)    8049.65  (feet)  COMP
 ER0364  MODELED GRAV-     978,942.0   (mgal)                       NAVD 88
 ER0364
 ER0364  VERT ORDER  -  FIRST     CLASS II
 ER0364
 ER0364.The horizontal coordinates were scaled from a topographic map and have
 ER0364.an estimated accuracy of +/- 6 seconds.
 ER0364
 ER0364.The orthometric height was determined by differential leveling
 ER0364.and adjusted in June 1991.
 ER0364
 ER0364.The geoid height was determined by GEOID03.
 ER0364
 ER0364.The dynamic height is computed by dividing the NAVD 88
 ER0364.geopotential number by the normal gravity value computed on the
 ER0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0364.degrees latitude (g = 980.6199 gals.).
 ER0364
 ER0364.The modeled gravity was interpolated from observed gravity values.
 ER0364
 ER0364;                    North         East    Units  Estimated Accuracy
 ER0364;SPC AZ E     -   342,070.      279,600.      MT  (+/- 180 meters Scaled)
 ER0364
 ER0364                          SUPERSEDED SURVEY CONTROL
 ER0364
 ER0364.No superseded survey control is available for this station.
 ER0364
 ER0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC431724(NAD 83)
 ER0364_MARKER: DB = BENCH MARK DISK
 ER0364_SETTING: 66 = SET IN ROCK OUTCROP
 ER0364_SP_SET: ROCK OUTCROP
 ER0364_STAMPING: C 411 1980
 ER0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0364+STABILITY: POSITION/ELEVATION WELL
 ER0364
 ER0364  HISTORY     - Date     Condition        Report By
 ER0364  HISTORY     - 1980     MONUMENTED       NGS
 ER0364  HISTORY     - 20050729 GOOD             USPSQD
 ER0364
 ER0364                          STATION DESCRIPTION
 ER0364
 ER0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0364'15.3 KM WEST FROM EAGAR.
 ER0364'0.2 KM (0.1 MI) SOUTH ALONG U.S HIGHWAY 180 B FROM THE POST
 ER0364'OFFICE IN EAGAR, THENCE 15.1 KM (9.4 MI) WEST ALONG STATE
 ER0364'HIGHWAY 260, 0.4 KM (0.25 MI) NORTHEAST OF A CATTLE GUARD
 ER0364'ACROSS THE HIGHWAY, 0.2 KM (0.1 MI) SOUTHWEST OF MILE POST
 ER0364'387, IN TOP OF A ROCK OUTCROP ON TOP OF A SMALL CUT BANK, 20.6 METERS
 ER0364'(67.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.1 METERS
 ER0364'(33.1 FT) SOUTHEAST OF A FENCE.
 ER0364'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ER0364'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 ER0364
 ER0364                          STATION RECOVERY (2005)
 ER0364
 ER0364'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1005 ***********************************************************************
 DV1005  DESIGNATION -  C 413 32
 DV1005  PID         -  DV1005
 DV1005  STATE/COUNTY-  AZ/LA PAZ
 DV1005  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1005
 DV1005                         *CURRENT SURVEY CONTROL
 DV1005  ___________________________________________________________________
 DV1005* NAD 83(1986)-  33 35 14.     (N)    113 28 24.     (W)     SCALED    
 DV1005* NAVD 88     -       434.56   (+/-2cm)    1425.7    (feet)  VERTCON   
 DV1005  ___________________________________________________________________
 DV1005  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1005
 DV1005.The horizontal coordinates were scaled from a topographic map and have
 DV1005.an estimated accuracy of +/- 6 seconds.
 DV1005
 DV1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1005.The vertical order pertains to the NGVD 29 superseded value.
 DV1005
 DV1005.The geoid height was determined by GEOID03.
 DV1005
 DV1005;                    North         East    Units  Estimated Accuracy
 DV1005;SPC AZ W     -   286,920.      239,040.      MT  (+/- 180 meters Scaled)
 DV1005
 DV1005                          SUPERSEDED SURVEY CONTROL
 DV1005
 DV1005  NGVD 29 (??/??/92)  433.886  (m)         1423.51   (f) ADJ UNCH    2 0
 DV1005
 DV1005.Superseded values are not recommended for survey control.
 DV1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1005.See file dsdata.txt to determine how the superseded data were derived.
 DV1005
 DV1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC704191(NAD 83)
 DV1005_MARKER: DB = BENCH MARK DISK
 DV1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1005_STAMPING: C 413 32 1962
 DV1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1005+STABILITY: SURFACE MOTION
 DV1005
 DV1005  HISTORY     - Date     Condition        Report By
 DV1005  HISTORY     - 1962     MONUMENTED       CGS
 DV1005
 DV1005                          STATION DESCRIPTION
 DV1005
 DV1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1005'20.4 MI SE FROM SALOME.
 DV1005'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1005'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1005'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1005'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1005'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1005'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1005'THENCE 3.0 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1005'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.6 FEET
 DV1005'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1005'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0996 ***********************************************************************
 DU0996  DESIGNATION -  C 414
 DU0996  PID         -  DU0996
 DU0996  STATE/COUNTY-  AZ/MARICOPA
 DU0996  USGS QUAD   -  GUADALUPE (1982)
 DU0996
 DU0996                         *CURRENT SURVEY CONTROL
 DU0996  ___________________________________________________________________
 DU0996* NAD 83(1986)-  33 16 21.     (N)    111 57 41.     (W)     SCALED    
 DU0996* NAVD 88     -       349.64   (+/-2cm)    1147.1    (feet)  VERTCON   
 DU0996  ___________________________________________________________________
 DU0996  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU0996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0996
 DU0996.The horizontal coordinates were scaled from a topographic map and have
 DU0996.an estimated accuracy of +/- 6 seconds.
 DU0996
 DU0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0996.The vertical order pertains to the NGVD 29 superseded value.
 DU0996
 DU0996.The geoid height was determined by GEOID03.
 DU0996
 DU0996;                    North         East    Units  Estimated Accuracy
 DU0996;SPC AZ C     -   251,970.      209,190.      MT  (+/- 180 meters Scaled)
 DU0996
 DU0996                          SUPERSEDED SURVEY CONTROL
 DU0996
 DU0996  NGVD 29 (??/??/92)  349.092  (m)         1145.31   (f) ADJ UNCH    2 0
 DU0996
 DU0996.Superseded values are not recommended for survey control.
 DU0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0996.See file dsdata.txt to determine how the superseded data were derived.
 DU0996
 DU0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB104819(NAD 83)
 DU0996_MARKER: DB = BENCH MARK DISK
 DU0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0996_STAMPING: C 414 1962
 DU0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0996+STABILITY: SURFACE MOTION
 DU0996
 DU0996  HISTORY     - Date     Condition        Report By
 DU0996  HISTORY     - 1962     MONUMENTED       CGS
 DU0996  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DU0996
 DU0996                          STATION DESCRIPTION
 DU0996
 DU0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0996'9.6 MI SW FROM CHANDLER.
 DU0996'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0996'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0996'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 0.7 MILE SOUTHEAST
 DU0996'ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE MEDIAN STRIP OF
 DU0996'INTERSTATE HIGHWAY 10, 8 FEET NORTHEAST OF THE CENTER OF THE TRACK
 DU0996'ROAD, 27.5 FEET NORTHEAST OF AN ARIZONA HIGHWAY DEPARTMENT MARK WITH
 DU0996'NO STAMPING, 24.0 FEET NORTHEAST OF AN A.H.D. WITNESS POST, ABOUT 0.5
 DU0996'FOOT ABOVE THE LEVEL OF THE TRACK ROAD, AND SET IN TOP OF A CONCRETE
 DU0996'POST PROJECTING 2 INCHES.
 DU0996
 DU0996                          STATION RECOVERY (2007)
 DU0996
 DU0996'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1041 ***********************************************************************
 DV1041  DESIGNATION -  C 415 51
 DV1041  PID         -  DV1041
 DV1041  STATE/COUNTY-  AZ/MARICOPA
 DV1041  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1041
 DV1041                         *CURRENT SURVEY CONTROL
 DV1041  ___________________________________________________________________
 DV1041* NAD 83(2007)-  33 32 07.43418(N)    113 08 43.17743(W)     ADJUSTED  
 DV1041* NAVD 88     -       370.9    (meters)    1217.     (feet)  GPS OBS   
 DV1041  ___________________________________________________________________
 DV1041  EPOCH DATE  -        2007.00
 DV1041  X           -  -2,091,962.845 (meters)                     COMP
 DV1041  Y           -  -4,893,806.628 (meters)                     COMP
 DV1041  Z           -   3,503,795.361 (meters)                     COMP
 DV1041  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DV1041  ELLIP HEIGHT-         339.882 (meters)          (02/10/07) ADJUSTED
 DV1041  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1041
 DV1041  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1041  Type    PID    Designation                      North   East  Ellip
 DV1041  -------------------------------------------------------------------
 DV1041  NETWORK DV1041 C 415 51                          1.31   1.02   3.92
 DV1041  -------------------------------------------------------------------
 DV1041
 DV1041.The horizontal coordinates were established by GPS observations
 DV1041.and adjusted by the National Geodetic Survey in February 2007.
 DV1041
 DV1041.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1041.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1041.The horizontal coordinates are valid at the epoch date displayed above.
 DV1041.The epoch date for horizontal control is a decimal equivalence
 DV1041.of Year/Month/Day.
 DV1041
 DV1041.The orthometric height was determined by GPS observations and a
 DV1041.high-resolution geoid model.
 DV1041
 DV1041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1041
 DV1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1041
 DV1041.The ellipsoidal height was determined by GPS observations
 DV1041.and is referenced to NAD 83.
 DV1041
 DV1041.The geoid height was determined by GEOID03.
 DV1041
 DV1041;                    North         East     Units Scale Factor Converg.
 DV1041;SPC AZ C     -   281,802.249    99,244.219   MT  1.00006050   -0 40 43.9
 DV1041;SPC AZ C     -   924,548.06    325,604.39   iFT  1.00006050   -0 40 43.9
 DV1041;UTM  12      - 3,712,704.739   300,793.356   MT  1.00008926   -1 11 08.1
 DV1041
 DV1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1041!SPC AZ C     -   0.99994664  x   1.00006050  =   1.00000714
 DV1041!UTM  12      -   0.99994664  x   1.00008926  =   1.00003590
 DV1041
 DV1041                          SUPERSEDED SURVEY CONTROL
 DV1041
 DV1041  ELLIP H (11/21/00)  339.913  (m)                       GP(       ) 3 1
 DV1041  NAD 83(1986)-  33 32 07.42633(N)    113 08 43.18370(W) AD(       ) B
 DV1041  NAD 83(1992)-  33 32 07.43304(N)    113 08 43.17678(W) AD(       ) B
 DV1041  ELLIP H (09/30/92)  339.936  (m)                       GP(       ) 2 1
 DV1041  NGVD 29 (??/??/92)  370.250  (m)         1214.73   (f) ADJ UNCH    2 0
 DV1041
 DV1041.Superseded values are not recommended for survey control.
 DV1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1041.See file dsdata.txt to determine how the superseded data were derived.
 DV1041
 DV1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0079312705(NAD 83)
 DV1041_MARKER: DB = BENCH MARK DISK
 DV1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1041_SP_SET: CONCRETE POST
 DV1041_STAMPING: C 415 51 1962
 DV1041_MARK LOGO: CGS   
 DV1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1041+STABILITY: SURFACE MOTION
 DV1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1041+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 DV1041
 DV1041  HISTORY     - Date     Condition        Report By
 DV1041  HISTORY     - 1962     MONUMENTED       CGS
 DV1041  HISTORY     - 1981     GOOD             NGS
 DV1041  HISTORY     - 19920203 GOOD             NGS
 DV1041
 DV1041                          STATION DESCRIPTION
 DV1041
 DV1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1041'14.5 MI NW FROM TONOPAH.
 DV1041'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1041'THENCE 6.2 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, THENCE 1.1
 DV1041'MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE
 DV1041'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.1 FEET NORTHWEST OF
 DV1041'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV1041'INCHES.
 DV1041
 DV1041                          STATION RECOVERY (1981)
 DV1041
 DV1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1041'RECOVERED IN GOOD CONDITION.
 DV1041
 DV1041                          STATION RECOVERY (1992)
 DV1041
 DV1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV1041'THE STATION IS LOCATED ABOUT 100 KM (62.1 MI) EAST OF QUARTZSITE, 20
 DV1041'KM (12.4 MI) EAST OF TONOPAH, 1 KM (0.6 MI) EAST OF INTERSTATE
 DV1041'HIGHWAY 10 (EXIT 81), IN THE HIGHWAY MEDIAN, AT MILE 81.85.
 DV1041'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 DV1041'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 DV1041'HIGHWAY 10 AND SALOME ROAD (EXIT 81), GO EAST ON HIGHWAY 10 FOR 1.01
 DV1041'KM (0.63 MI) TO THE STATION ON THE LEFT.  CONTINUE AHEAD FOR 0.21 KM
 DV1041'(0.13 MI) TO A CROSSOVER AT CONCRETE WASH.  TURN LEFT INTO MEDIAN AND
 DV1041'RETURN TO STATION.
 DV1041'THE STATION IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 DV1041'PROJECTING 10 CM ABOVE GROUND.  LOCATED 73.4 M (240.8 FT) SOUTHEAST
 DV1041'OF THE MOST EASTERLY POST OF METAL GUARDRAIL ON SOUTH SIDE OF THE
 DV1041'WESTBOUND LANES, 30.7 M (100.7 FT) (SLOPE) NORTH OF THE CENTER OF THE
 DV1041'EASTBOUND LANES, 30.6 M (100.4 FT) (SLOPE) SOUTH OF THE CENTER OF THE
 DV1041'WESTBOUND LANES AND 0.8 M (2.6 FT) NORTHWEST OF A METAL WITNESS POST.
 DV1041'NOTE--A METAL PLATE STAMPED -4315+04.27-, HAS BEEN AFFIXED TO THE POST
 DV1041'BY ADOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0871 ***********************************************************************
 DV0871  DESIGNATION -  C 416
 DV0871  PID         -  DV0871
 DV0871  STATE/COUNTY-  AZ/MARICOPA
 DV0871  USGS QUAD   -  WINTERSBURG (1984)
 DV0871
 DV0871                         *CURRENT SURVEY CONTROL
 DV0871  ___________________________________________________________________
 DV0871* NAD 83(1986)-  33 28 52.     (N)    112 47 11.     (W)     SCALED    
 DV0871* NAVD 88     -       343.13   (+/-2cm)    1125.8    (feet)  VERTCON   
 DV0871  ___________________________________________________________________
 DV0871  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DV0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0871
 DV0871.The horizontal coordinates were scaled from a topographic map and have
 DV0871.an estimated accuracy of +/- 6 seconds.
 DV0871
 DV0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0871.The vertical order pertains to the NGVD 29 superseded value.
 DV0871
 DV0871.The geoid height was determined by GEOID03.
 DV0871
 DV0871;                    North         East    Units  Estimated Accuracy
 DV0871;SPC AZ C     -   275,440.      132,530.      MT  (+/- 180 meters Scaled)
 DV0871
 DV0871                          SUPERSEDED SURVEY CONTROL
 DV0871
 DV0871  NGVD 29 (??/??/92)  342.500  (m)         1123.69   (f) ADJ UNCH    2 0
 DV0871
 DV0871.Superseded values are not recommended for survey control.
 DV0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0871.See file dsdata.txt to determine how the superseded data were derived.
 DV0871
 DV0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC340060(NAD 83)
 DV0871_MARKER: DB = BENCH MARK DISK
 DV0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0871_STAMPING: C 416 1962
 DV0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0871+STABILITY: SURFACE MOTION
 DV0871
 DV0871  HISTORY     - Date     Condition        Report By
 DV0871  HISTORY     - 1962     MONUMENTED       CGS
 DV0871  HISTORY     - 20080530 MARK NOT FOUND   GEOCAC
 DV0871
 DV0871                          STATION DESCRIPTION
 DV0871
 DV0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0871'9.95 MI SE FROM TONOPAH.
 DV0871'8.75 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0871'THENCE 1.2 MILES SOUTH ALONG A GRAVEL ROAD, NEAR A BRIDGE OVER AN
 DV0871'IRRIGATION DITCH, 50 FEET EAST OF THE CENTER OF THE ROAD, 60 FEET
 DV0871'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 1.6 FEET NORTHWEST OF
 DV0871'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0871'INCHES.
 DV0871
 DV0871                          STATION RECOVERY (2008)
 DV0871
 DV0871'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0871'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A LIGHTLY USED
 DV0871'GRAVEL ROAD AND A FIELD THAT HAS NOT BEEN CULTIVATED IN YEARS. DID NOT
 DV0871'FIND ANY EVIDENCE OF AN IRRIGATION DITCH OR BRIDGE, AND DID NOT FIND
 DV0871'THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1472 ***********************************************************************
 CZ1472  DESIGNATION -  C 418
 CZ1472  PID         -  CZ1472
 CZ1472  STATE/COUNTY-  AZ/PIMA
 CZ1472  USGS QUAD   -  TUCSON (1992)
 CZ1472
 CZ1472                         *CURRENT SURVEY CONTROL
 CZ1472  ___________________________________________________________________
 CZ1472* NAD 83(1986)-  32 08 22.     (N)    110 52 32.     (W)     SCALED    
 CZ1472* NAVD 88     -       823.094  (meters)    2700.43   (feet)  ADJUSTED  
 CZ1472  ___________________________________________________________________
 CZ1472  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ1472  DYNAMIC HT  -         821.929 (meters)    2696.61  (feet)  COMP
 CZ1472  MODELED GRAV-     979,197.1   (mgal)                       NAVD 88
 CZ1472
 CZ1472  VERT ORDER  -  FIRST     CLASS II
 CZ1472
 CZ1472.The horizontal coordinates were scaled from a topographic map and have
 CZ1472.an estimated accuracy of +/- 6 seconds.
 CZ1472
 CZ1472.The orthometric height was determined by differential leveling
 CZ1472.and adjusted in June 1991.
 CZ1472
 CZ1472.The geoid height was determined by GEOID03.
 CZ1472
 CZ1472.The dynamic height is computed by dividing the NAVD 88
 CZ1472.geopotential number by the normal gravity value computed on the
 CZ1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1472.degrees latitude (g = 980.6199 gals.).
 CZ1472
 CZ1472.The modeled gravity was interpolated from observed gravity values.
 CZ1472
 CZ1472;                    North         East    Units  Estimated Accuracy
 CZ1472;SPC AZ C     -   126,800.      311,580.      MT  (+/- 180 meters Scaled)
 CZ1472
 CZ1472                          SUPERSEDED SURVEY CONTROL
 CZ1472
 CZ1472.No superseded survey control is available for this station.
 CZ1472
 CZ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA117558(NAD 83)
 CZ1472_MARKER: DB = BENCH MARK DISK
 CZ1472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1472_SP_SET: STAINLESS STEEL ROD
 CZ1472_STAMPING: C 418 1979
 CZ1472_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1472_ROD/PIPE-DEPTH: 7.32 meters
 CZ1472
 CZ1472  HISTORY     - Date     Condition        Report By
 CZ1472  HISTORY     - 1979     MONUMENTED       NGS
 CZ1472  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ1472
 CZ1472                          STATION DESCRIPTION
 CZ1472
 CZ1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1472'8.8 MI SE FROM TUCSON.
 CZ1472'8.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1472'STATION AT TUCSON, AT THE CROSSING OF A DRY WASH, 48.0 FEET SOUTHWEST
 CZ1472'OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, 52.0 FEET SOUTH
 CZ1472'OF THE SOUTH CORNER OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE
 CZ1472'992.30, 3.3 FEET NORTHWEST OF TELEPHONE POLE 43F AND IN LINE WITH
 CZ1472'THE POLES.
 CZ1472'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CZ1472'THE MARK IS 4 FT BELOW THE RAILS.
 CZ1472
 CZ1472                          STATION RECOVERY (2006)
 CZ1472
 CZ1472'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1472'MARK NOT FOUND. TELEPHONE POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0613 ***********************************************************************
 CY0613  DESIGNATION -  C 419
 CY0613  PID         -  CY0613
 CY0613  STATE/COUNTY-  AZ/COCHISE
 CY0613  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0613
 CY0613                         *CURRENT SURVEY CONTROL
 CY0613  ___________________________________________________________________
 CY0613* NAD 83(1986)-  32 19 31.     (N)    109 46 25.     (W)     SCALED    
 CY0613* NAVD 88     -      1321.016  (meters)    4334.03   (feet)  ADJUSTED  
 CY0613  ___________________________________________________________________
 CY0613  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY0613  DYNAMIC HT  -        1319.049 (meters)    4327.58  (feet)  COMP
 CY0613  MODELED GRAV-     979,103.8   (mgal)                       NAVD 88
 CY0613
 CY0613  VERT ORDER  -  FIRST     CLASS II
 CY0613
 CY0613.The horizontal coordinates were scaled from a topographic map and have
 CY0613.an estimated accuracy of +/- 6 seconds.
 CY0613
 CY0613.The orthometric height was determined by differential leveling
 CY0613.and adjusted in June 1991.
 CY0613
 CY0613.The geoid height was determined by GEOID03.
 CY0613
 CY0613.The dynamic height is computed by dividing the NAVD 88
 CY0613.geopotential number by the normal gravity value computed on the
 CY0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0613.degrees latitude (g = 980.6199 gals.).
 CY0613
 CY0613.The modeled gravity was interpolated from observed gravity values.
 CY0613
 CY0613;                    North         East    Units  Estimated Accuracy
 CY0613;SPC AZ E     -   147,000.      250,370.      MT  (+/- 180 meters Scaled)
 CY0613
 CY0613                          SUPERSEDED SURVEY CONTROL
 CY0613
 CY0613.No superseded survey control is available for this station.
 CY0613
 CY0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA154771(NAD 83)
 CY0613_MARKER: DB = BENCH MARK DISK
 CY0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0613_SP_SET: STAINLESS STEEL ROD
 CY0613_STAMPING: C 419 1979
 CY0613_PROJECTION: FLUSH
 CY0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0613_ROD/PIPE-DEPTH: 6.7  meters
 CY0613
 CY0613  HISTORY     - Date     Condition        Report By
 CY0613  HISTORY     - 1979     MONUMENTED       NGS
 CY0613
 CY0613                          STATION DESCRIPTION
 CY0613
 CY0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0613'9.4 KM NE FROM WILLCOX.
 CY0613'9.4 KILOMETERS (5.85 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0613'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.6 KILOMETER (0.4 MILE)
 CY0613'NORTHEAST OF MILE POST 346, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF A
 CY0613'DOUBLE BOX CULVERT FOR THE HIGHWAY, 29.6 METERS (97 FEET) SOUTHEAST
 CY0613'OF THE CENTERLINE OF THE EASTBOUND LANES, 43.9 METERS (144 FEET)
 CY0613'SOUTHWEST OF A BRACED 5-CENTIMETER GALVANIZED PIPE FENCE POST IN THE
 CY0613'RIGHT-OF-WAY FENCE, 34.1 METERS (112 FEET) NORTHEAST OF A HIGHWAY
 CY0613'RIGHT-OF-WAY MARKER AND 0.8 METER (2.5 FEET) NORTHWEST OF THE
 CY0613'RIGHT-OF-WAY FENCE.
 CY0613'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 CY0613'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0249 ***********************************************************************
 ER0249  DESIGNATION -  C 42
 ER0249  PID         -  ER0249
 ER0249  STATE/COUNTY-  AZ/APACHE
 ER0249  USGS QUAD   -  GREENS PEAK (1969)
 ER0249
 ER0249                         *CURRENT SURVEY CONTROL
 ER0249  ___________________________________________________________________
 ER0249* NAD 83(1986)-  34 03 27.     (N)    109 30 04.     (W)     SCALED    
 ER0249* NAVD 88     -      2720.903  (meters)    8926.83   (feet)  ADJUSTED  
 ER0249  ___________________________________________________________________
 ER0249  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0249  DYNAMIC HT  -        2716.430 (meters)    8912.15  (feet)  COMP
 ER0249  MODELED GRAV-     978,892.3   (mgal)                       NAVD 88
 ER0249
 ER0249  VERT ORDER  -  FIRST     CLASS II
 ER0249
 ER0249.The horizontal coordinates were scaled from a topographic map and have
 ER0249.an estimated accuracy of +/- 6 seconds.
 ER0249
 ER0249.The orthometric height was determined by differential leveling
 ER0249.and adjusted in June 1991.
 ER0249.WARNING-Repeat measurements at this control monument indicate possible
 ER0249.vertical movement.
 ER0249
 ER0249.The geoid height was determined by GEOID03.
 ER0249
 ER0249.The dynamic height is computed by dividing the NAVD 88
 ER0249.geopotential number by the normal gravity value computed on the
 ER0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0249.degrees latitude (g = 980.6199 gals.).
 ER0249
 ER0249.The modeled gravity was interpolated from observed gravity values.
 ER0249
 ER0249;                    North         East    Units  Estimated Accuracy
 ER0249;SPC AZ E     -   339,230.      274,800.      MT  (+/- 180 meters Scaled)
 ER0249
 ER0249                          SUPERSEDED SURVEY CONTROL
 ER0249
 ER0249  NGVD 29 (??/??/92) 2719.744  (m)         8923.03   (f) ADJ UNCH    1 2
 ER0249
 ER0249.Superseded values are not recommended for survey control.
 ER0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0249.See file dsdata.txt to determine how the superseded data were derived.
 ER0249
 ER0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC383695(NAD 83)
 ER0249_MARKER: DB = BENCH MARK DISK
 ER0249_SETTING: 66 = SET IN ROCK OUTCROP
 ER0249_SP_SET: ROCK RIDGE
 ER0249_STAMPING: C-42 1934
 ER0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0249+STABILITY: POSITION/ELEVATION WELL
 ER0249
 ER0249  HISTORY     - Date     Condition        Report By
 ER0249  HISTORY     - 1934     MONUMENTED       CGS
 ER0249  HISTORY     - 1970     GOOD             USGS
 ER0249  HISTORY     - 1980     GOOD             NGS
 ER0249
 ER0249                          STATION DESCRIPTION
 ER0249
 ER0249'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0249'14.3 MI W FROM EAGAR.
 ER0249'13.2 MILES WEST ALONG STATE HWY. NO.73 FROM THE JUNCTION OF STATE HWY.
 ER0249'NO. 73 AND U.S. HWY. 180B AT EAGAR, ARIZONA.  0.15 MILES WEST OF THE
 ER0249'ENTRANCE TO A STATE HWY. MAINTENANCE SHED.  30 FT. NORTH OF THE CENTER
 ER0249'LINE OF HIGHWAY, AND IN THE TOP OF A ROCK ON A SMALL ROCKY RIDGE. A
 ER0249'STANDARD DISK STAMPED C-42 1934.
 ER0249
 ER0249                          STATION RECOVERY (1980)
 ER0249
 ER0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0249'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0249'OFFICE IN EAGAR, THENCE 21.4 KM (13.3 MI) WEST ALONG STATE
 ER0249'HIGHWAY 260, IN TOP OF A 3 BY 3 FT ROCK OUTROCK ON A SMALL
 ER0249'ROCKY RIDGE AT THE EAST END OF A LARGE CLEARING AT MILE POST 383,
 ER0249'80.5 METERS (264.0 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING
 ER0249'NORTHWEST, 23.3 METERS (76.5 FT) NORTHWEST OF THE MILE POST AND 10.2
 ER0249'METERS (33.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0249'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0249'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0597 ***********************************************************************
 CY0597  DESIGNATION -  C 420
 CY0597  PID         -  CY0597
 CY0597  STATE/COUNTY-  AZ/COCHISE
 CY0597  USGS QUAD   -  COCHISE (1985)
 CY0597
 CY0597                         *CURRENT SURVEY CONTROL
 CY0597  ___________________________________________________________________
 CY0597* NAD 83(1986)-  32 03 54.     (N)    109 53 40.     (W)     SCALED    
 CY0597* NAVD 88     -      1277.467  (meters)    4191.16   (feet)  ADJUSTED  
 CY0597  ___________________________________________________________________
 CY0597  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY0597  DYNAMIC HT  -        1275.527 (meters)    4184.79  (feet)  COMP
 CY0597  MODELED GRAV-     979,076.6   (mgal)                       NAVD 88
 CY0597
 CY0597  VERT ORDER  -  FIRST     CLASS II
 CY0597
 CY0597.The horizontal coordinates were scaled from a topographic map and have
 CY0597.an estimated accuracy of +/- 6 seconds.
 CY0597
 CY0597.The orthometric height was determined by differential leveling
 CY0597.and adjusted in June 1991.
 CY0597
 CY0597.The geoid height was determined by GEOID03.
 CY0597
 CY0597.The dynamic height is computed by dividing the NAVD 88
 CY0597.geopotential number by the normal gravity value computed on the
 CY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0597.degrees latitude (g = 980.6199 gals.).
 CY0597
 CY0597.The modeled gravity was interpolated from observed gravity values.
 CY0597
 CY0597;                    North         East    Units  Estimated Accuracy
 CY0597;SPC AZ E     -   118,110.      239,060.      MT  (+/- 180 meters Scaled)
 CY0597
 CY0597                          SUPERSEDED SURVEY CONTROL
 CY0597
 CY0597.No superseded survey control is available for this station.
 CY0597
 CY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA043481(NAD 83)
 CY0597_MARKER: DB = BENCH MARK DISK
 CY0597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0597_SP_SET: STAINLESS STEEL ROD
 CY0597_STAMPING: C 420 1980
 CY0597_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0597+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0597_ROD/PIPE-DEPTH: 6.9  meters
 CY0597
 CY0597  HISTORY     - Date     Condition        Report By
 CY0597  HISTORY     - 1980     MONUMENTED       NGS
 CY0597  HISTORY     - 20060506 GOOD             NGS
 CY0597
 CY0597                          STATION DESCRIPTION
 CY0597
 CY0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0597'22.8 KM SW FROM WILLCOX.
 CY0597'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0597'RAILROAD FROM THE STATION IN WILLCOX, THENCE 7.7 KILOMETERS (4.8
 CY0597'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.7 KILOMETER (0.45
 CY0597'MILE) NORTHWEST OF THE MAIN ENTRANCE TO THE APACHE ELECTRIC
 CY0597'STATION, 9.6 METERS (31.5 FEET) SOUTHWEST OF HIGHWAY MILEPOST
 CY0597'58, 14.9 METERS (49.0 FEET) SOUTHWEST OF THE CENTERLINE OF
 CY0597'THE HIGHWAY, 40.5 METERS (133.0 FEET) SOUTHEAST OF A POWER POLE.
 CY0597'THE MARK IS .6 METERS  SW FROM A WITNESS POST.
 CY0597
 CY0597                          STATION RECOVERY (2006)
 CY0597
 CY0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0597'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0224 ***********************************************************************
 CF0224  DESIGNATION -  C 421
 CF0224  PID         -  CF0224
 CF0224  STATE/COUNTY-  AZ/COCHISE
 CF0224  USGS QUAD   -  ELFRIDA (1986)
 CF0224
 CF0224                         *CURRENT SURVEY CONTROL
 CF0224  ___________________________________________________________________
 CF0224* NAD 83(1986)-  31 42 28.     (N)    109 41 14.     (W)     SCALED    
 CF0224* NAVD 88     -      1273.714  (meters)    4178.84   (feet)  ADJUSTED  
 CF0224  ___________________________________________________________________
 CF0224  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CF0224  DYNAMIC HT  -        1271.729 (meters)    4172.33  (feet)  COMP
 CF0224  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 CF0224
 CF0224  VERT ORDER  -  FIRST     CLASS II
 CF0224
 CF0224.The horizontal coordinates were scaled from a topographic map and have
 CF0224.an estimated accuracy of +/- 6 seconds.
 CF0224
 CF0224.The orthometric height was determined by differential leveling
 CF0224.and adjusted in June 1991.
 CF0224
 CF0224.The geoid height was determined by GEOID03.
 CF0224
 CF0224.The dynamic height is computed by dividing the NAVD 88
 CF0224.geopotential number by the normal gravity value computed on the
 CF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0224.degrees latitude (g = 980.6199 gals.).
 CF0224
 CF0224.The modeled gravity was interpolated from observed gravity values.
 CF0224
 CF0224;                    North         East    Units  Estimated Accuracy
 CF0224;SPC AZ E     -    78,570.      258,800.      MT  (+/- 180 meters Scaled)
 CF0224
 CF0224                          SUPERSEDED SURVEY CONTROL
 CF0224
 CF0224.No superseded survey control is available for this station.
 CF0224
 CF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA243087(NAD 83)
 CF0224_MARKER: DB = BENCH MARK DISK
 CF0224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0224_SP_SET: STAINLESS STEEL ROD
 CF0224_STAMPING: C 421 1980
 CF0224_PROJECTION: FLUSH
 CF0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0224_ROD/PIPE-DEPTH: 4.5  meters
 CF0224
 CF0224  HISTORY     - Date     Condition        Report By
 CF0224  HISTORY     - 1980     MONUMENTED       NGS
 CF0224
 CF0224                          STATION DESCRIPTION
 CF0224
 CF0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0224'2.8 KM NORTH FROM ELFRIDA.
 CF0224'2.8 KILOMETERS (1.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0224'THE POST OFFICE IN ELFRIDA, 0.8 KILOMETER (0.5 MILE) SOUTH
 CF0224'OF THOMPSON ROAD, AT A T-JUNCTION IN THE RIGHT-OF-WAY FENCE,
 CF0224'15.2 METERS (50 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CF0224'63.4 METERS (208 FEET) SOUTH OF THE CENTER OF THE DRIVEWAY TO THE
 CF0224'H. F. HARRISON RESIDENCE, 46.6 METERS (153 FEET) NORTH OF A
 CF0224'POWERLINE CROSSING THE HIGHWAY AND POWER POLE NUMBER PX46, 12.8
 CF0224'METERS (42 FEET) NORTH OF THE CENTER OF A DIRT ROAD AND A WIRE
 CF0224'GATE, 10.1 METERS (33 FEET) WEST OF MILEPOST 26, 0.3 METER (1 FOOT)
 CF0224'EAST OF THE RIGHT-OF-WAY FENCE.
 CF0224'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CF0224'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1160 ***********************************************************************
 DA1160  DESIGNATION -  C 422
 DA1160  PID         -  DA1160
 DA1160  STATE/COUNTY-  AZ/MARICOPA
 DA1160  USGS QUAD   -  BOSQUE (1973)
 DA1160
 DA1160                         *CURRENT SURVEY CONTROL
 DA1160  ___________________________________________________________________
 DA1160* NAD 83(1986)-  32 57 53.     (N)    112 36 50.     (W)     SCALED    
 DA1160* NAVD 88     -       287.257  (meters)     942.44   (feet)  ADJUSTED  
 DA1160  ___________________________________________________________________
 DA1160  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DA1160  DYNAMIC HT  -         286.913 (meters)     941.31  (feet)  COMP
 DA1160  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 DA1160
 DA1160  VERT ORDER  -  FIRST     CLASS II
 DA1160
 DA1160.The horizontal coordinates were scaled from a topographic map and have
 DA1160.an estimated accuracy of +/- 6 seconds.
 DA1160
 DA1160.The orthometric height was determined by differential leveling
 DA1160.and adjusted in June 1991.
 DA1160
 DA1160.The geoid height was determined by GEOID03.
 DA1160
 DA1160.The dynamic height is computed by dividing the NAVD 88
 DA1160.geopotential number by the normal gravity value computed on the
 DA1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1160.degrees latitude (g = 980.6199 gals.).
 DA1160
 DA1160.The modeled gravity was interpolated from observed gravity values.
 DA1160
 DA1160;                    North         East    Units  Estimated Accuracy
 DA1160;SPC AZ C     -   218,060.      148,180.      MT  (+/- 180 meters Scaled)
 DA1160
 DA1160                          SUPERSEDED SURVEY CONTROL
 DA1160
 DA1160.No superseded survey control is available for this station.
 DA1160
 DA1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB491485(NAD 83)
 DA1160_MARKER: I = METAL ROD
 DA1160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DA1160_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DA1160_STAMPING: C 422 1980
 DA1160_PROJECTION: FLUSH
 DA1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1160+STABILITY: POSITION/ELEVATION WELL
 DA1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1160+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1160_ROD/PIPE-DEPTH: 10.7 meters
 DA1160_SLEEVE-DEPTH  : 7.6 meters
 DA1160
 DA1160  HISTORY     - Date     Condition        Report By
 DA1160  HISTORY     - 1980     MONUMENTED       NGS
 DA1160  HISTORY     - 19941202 GOOD             USPSQD
 DA1160  HISTORY     - 20070603 GOOD             GEOCAC
 DA1160
 DA1160                          STATION DESCRIPTION
 DA1160
 DA1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1160'9.6 KM EAST FROM GILA BEND.
 DA1160'9.6 KILOMETERS (6.0 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DA1160'FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, SET AT THE NORTHEAST
 DA1160'CORNER OF THE JUNCTION OF MARICOPA ROAD AND A DIRT-GRAVEL ROAD
 DA1160'LEADING NORTH, 135.6 METERS (445 FEET) NORTH-NORTHEAST OF BENCH MARK
 DA1160'K 92, 14.6 METERS (48 FEET) NORTHEAST OF THE CENTERLINE OF THE DIRT
 DA1160'ROAD, 32.9 METERS (108 FEET) NORTHWEST OF THE CENTERLINE OF MARICOPA
 DA1160'ROAD, 69.5 METERS (228 FEET) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA1160'TRACKS AND 7.0 METERS (23 FEET) NORTHEAST OF THE NORTHEAST LEG OF
 DA1160'A METAL SIGN READING U. S. GOVERNMENT PROPERTY.  NOTE--THIS MARK
 DA1160'IS PROTECTED BY TWO METAL WITNESS POSTS.
 DA1160'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA1160'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF ROAD.
 DA1160
 DA1160                          STATION RECOVERY (1994)
 DA1160
 DA1160'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1160'RECOVERED IN GOOD CONDITION.
 DA1160
 DA1160                          STATION RECOVERY (2007)
 DA1160
 DA1160'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0892 ***********************************************************************
 CG0892  DESIGNATION -  C 423
 CG0892  PID         -  CG0892
 CG0892  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0892  USGS QUAD   -  NOGALES (1981)
 CG0892
 CG0892                         *CURRENT SURVEY CONTROL
 CG0892  ___________________________________________________________________
 CG0892* NAD 83(1986)-  31 19 59.     (N)    110 56 21.     (W)     SCALED    
 CG0892* NAVD 88     -      1178.983  (meters)    3868.05   (feet)  ADJUSTED  
 CG0892  ___________________________________________________________________
 CG0892  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG0892  DYNAMIC HT  -        1177.155 (meters)    3862.05  (feet)  COMP
 CG0892  MODELED GRAV-     979,049.2   (mgal)                       NAVD 88
 CG0892
 CG0892  VERT ORDER  -  FIRST     CLASS II
 CG0892
 CG0892.The horizontal coordinates were scaled from a topographic map and have
 CG0892.an estimated accuracy of +/- 6 seconds.
 CG0892
 CG0892.The orthometric height was determined by differential leveling
 CG0892.and adjusted in June 1991.
 CG0892
 CG0892.The geoid height was determined by GEOID03.
 CG0892
 CG0892.The dynamic height is computed by dividing the NAVD 88
 CG0892.geopotential number by the normal gravity value computed on the
 CG0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0892.degrees latitude (g = 980.6199 gals.).
 CG0892
 CG0892.The modeled gravity was interpolated from observed gravity values.
 CG0892
 CG0892;                    North         East    Units  Estimated Accuracy
 CG0892;SPC AZ C     -    37,340.      306,380.      MT  (+/- 180 meters Scaled)
 CG0892
 CG0892                          SUPERSEDED SURVEY CONTROL
 CG0892
 CG0892.No superseded survey control is available for this station.
 CG0892
 CG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV057665(NAD 83)
 CG0892_MARKER: DB = BENCH MARK DISK
 CG0892_SETTING: 66 = SET IN ROCK OUTCROP
 CG0892_SP_SET: ROCK OUTCROP
 CG0892_STAMPING: C 423 1980
 CG0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0892+STABILITY: POSITION/ELEVATION WELL
 CG0892
 CG0892  HISTORY     - Date     Condition        Report By
 CG0892  HISTORY     - 1980     MONUMENTED       NGS
 CG0892
 CG0892                          STATION DESCRIPTION
 CG0892
 CG0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0892'IN NOGALES.
 CG0892'AT THE EAST END OF INTERNATIONAL STREET IN NOGALES, IN TOP OF A SMALL
 CG0892'LEDGE IN THE NORTH SLOPE OF A ROCK CUT FOR THE CAPIN MERCANTILE
 CG0892'CORPORATION AND 14.9 METERS (48.9 FEET) SOUTHWEST OF THE SOUTHEAST
 CG0892'CORNER OF THE BUILDING, 45.8 METERS (150 FEET) NORTHEAST OF THE
 CG0892'CENTER OF THE JUNCTION OF INTERNATIONAL STREET AND NELSON AVENUE,
 CG0892'37.9 METERS (124 FEET) EAST OF THE CENTERLINE OF NELSON AVENUE
 CG0892'AND 0.4 METER (1.5 FEET) SOUTHEAST OF THE EAST END OF A CONCRETE
 CG0892'BLOCK RETAINING WALL.
 CG0892'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CG0892'THE MARK IS 1 M ABOVE THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1433 ***********************************************************************
 CZ1433  DESIGNATION -  C 424
 CZ1433  PID         -  CZ1433
 CZ1433  STATE/COUNTY-  AZ/PIMA
 CZ1433  USGS QUAD   -  MARANA (1992)
 CZ1433
 CZ1433                         *CURRENT SURVEY CONTROL
 CZ1433  ___________________________________________________________________
 CZ1433* NAD 83(1986)-  32 23 40.     (N)    111 08 29.     (W)     SCALED    
 CZ1433* NAVD 88     -       635.038  (meters)    2083.45   (feet)  ADJUSTED  
 CZ1433  ___________________________________________________________________
 CZ1433  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CZ1433  DYNAMIC HT  -         634.196 (meters)    2080.69  (feet)  COMP
 CZ1433  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 CZ1433
 CZ1433  VERT ORDER  -  FIRST     CLASS II
 CZ1433
 CZ1433.The horizontal coordinates were scaled from a topographic map and have
 CZ1433.an estimated accuracy of +/- 6 seconds.
 CZ1433
 CZ1433.The orthometric height was determined by differential leveling
 CZ1433.and adjusted in June 1991.
 CZ1433
 CZ1433.The geoid height was determined by GEOID03.
 CZ1433
 CZ1433.The dynamic height is computed by dividing the NAVD 88
 CZ1433.geopotential number by the normal gravity value computed on the
 CZ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1433.degrees latitude (g = 980.6199 gals.).
 CZ1433
 CZ1433.The modeled gravity was interpolated from observed gravity values.
 CZ1433
 CZ1433;                    North         East    Units  Estimated Accuracy
 CZ1433;SPC AZ C     -   154,870.      286,300.      MT  (+/- 180 meters Scaled)
 CZ1433
 CZ1433                          SUPERSEDED SURVEY CONTROL
 CZ1433
 CZ1433.No superseded survey control is available for this station.
 CZ1433
 CZ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA867841(NAD 83)
 CZ1433_MARKER: DB = BENCH MARK DISK
 CZ1433_SETTING: 80 = SET IN A BOULDER
 CZ1433_SP_SET: BOULDER
 CZ1433_STAMPING: C 424 1980
 CZ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1433+STABILITY: SURFACE MOTION
 CZ1433
 CZ1433  HISTORY     - Date     Condition        Report By
 CZ1433  HISTORY     - 1980     MONUMENTED       NGS
 CZ1433
 CZ1433                          STATION DESCRIPTION
 CZ1433
 CZ1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1433'28.2 KM NW FROM TUCSON.
 CZ1433'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1433'RAILROAD FROM THE STATION AT TUCSON, THENCE 1.8 KILOMETERS (1.1 MILES)
 CZ1433'WEST ALONG AVRA VALLEY ROAD, THENCE 1.1 KILOMETERS (0.7 MILE)
 CZ1433'SOUTHEAST ALONG A PRIVATE HAUL ROAD, SET IN THE EAST SIDE OF A
 CZ1433'BOULDER ON THE EAST SLOPE OF THE MOUNTAIN, AND BELOW THE MASSIVE
 CZ1433'ROCK ON THE SLOPE, 9.4 METERS (31 FEET) WEST OF THE CENTERLINE OF
 CZ1433'THE ROAD, 67.3 METERS (222 FEET) NORTH OF THE CENTERLINE OF AN
 CZ1433'EAST-WEST ROAD WHICH T-JUNCTIONS WITH THE HAUL ROAD AND 46.1 METERS
 CZ1433'(152 FEET) NORTH OF THE 15-CENTIMETER (5-INCH) IRON GATE POST FOR
 CZ1433'A CABLE GATE.
 CZ1433'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CZ1433'THE MARK IS 2 M ABOVE THE HAUL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0425 ***********************************************************************
 DT0425  DESIGNATION -  C 43
 DT0425  PID         -  DT0425
 DT0425  STATE/COUNTY-  AZ/NAVAJO
 DT0425  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0425
 DT0425                         *CURRENT SURVEY CONTROL
 DT0425  ___________________________________________________________________
 DT0425* NAD 83(1992)-  33 57 15.38072(N)    109 55 39.86867(W)     ADJUSTED  
 DT0425* NAVD 88     -      1799.002  (meters)    5902.23   (feet)  ADJUSTED  
 DT0425  ___________________________________________________________________
 DT0425  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 DT0425  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 DT0425  DYNAMIC HT  -        1796.328 (meters)    5893.45  (feet)  COMP
 DT0425  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 DT0425
 DT0425  HORZ ORDER  -  SECOND
 DT0425  VERT ORDER  -  FIRST     CLASS II
 DT0425
 DT0425.The horizontal coordinates were established by classical geodetic methods
 DT0425.and adjusted by the National Geodetic Survey in August 1993.
 DT0425
 DT0425.The orthometric height was determined by differential leveling
 DT0425.and adjusted in June 1991.
 DT0425
 DT0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0425
 DT0425.The geoid height was determined by GEOID03.
 DT0425
 DT0425.The dynamic height is computed by dividing the NAVD 88
 DT0425.geopotential number by the normal gravity value computed on the
 DT0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0425.degrees latitude (g = 980.6199 gals.).
 DT0425
 DT0425.The modeled gravity was interpolated from observed gravity values.
 DT0425
 DT0425;                    North         East     Units Scale Factor Converg.
 DT0425;SPC AZ E     -   327,607.880   235,442.706   MT  0.99990601   +0 08 00.4
 DT0425;SPC AZ E     - 1,074,829.00    772,449.82   iFT  0.99990601   +0 08 00.4
 DT0425;UTM  12      - 3,757,603.650   599,075.988   MT  0.99972100   +0 35 56.2
 DT0425
 DT0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0425!SPC AZ E     -   0.99972139  x   0.99990601  =   0.99962743
 DT0425!UTM  12      -   0.99972139  x   0.99972100  =   0.99944247
 DT0425
 DT0425                          SUPERSEDED SURVEY CONTROL
 DT0425
 DT0425  NAD 83(1986)-  33 57 15.37816(N)    109 55 39.87246(W) AD(       ) 2
 DT0425  NAD 27      -  33 57 15.21030(N)    109 55 37.50490(W) AD(       ) 2
 DT0425  NGVD 29 (??/??/92) 1798.185  (m)         5899.55   (f) ADJ UNCH    1 2
 DT0425
 DT0425.Superseded values are not recommended for survey control.
 DT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0425.See file dsdata.txt to determine how the superseded data were derived.
 DT0425
 DT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9907657604(NAD 83)
 DT0425_MARKER: DB = BENCH MARK DISK
 DT0425_SETTING: 66 = SET IN ROCK OUTCROP
 DT0425_SP_SET: ROCK OUTCROP
 DT0425_STAMPING: C 43 1934
 DT0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0425+STABILITY: POSITION/ELEVATION WELL
 DT0425
 DT0425  HISTORY     - Date     Condition        Report By
 DT0425  HISTORY     - 1958     MONUMENTED       CGS
 DT0425  HISTORY     - 1958     GOOD             NGS
 DT0425  HISTORY     - 1967     GOOD             AMS
 DT0425  HISTORY     - 1979     GOOD             NGS
 DT0425
 DT0425                          STATION DESCRIPTION
 DT0425
 DT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DT0425'C AND GS BM C 43 1934
 DT0425'IS A STANDARD DISC SET IN A DRILL HOLE IN AN IRREGULAR SHAPED
 DT0425'BOULDER WHICH PROJECTS 6 INCHES AND IS STAMPED C 43 1934.
 DT0425
 DT0425                          STATION RECOVERY (1958)
 DT0425
 DT0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DT0425'8.4 MI N FROM WHITERIVER.
 DT0425'8.4 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0425'60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 DT0425'ROCK OUTCROP.  A STANDARD DISK, STAMPED C 43 1934.
 DT0425
 DT0425                          STATION RECOVERY (1967)
 DT0425
 DT0425'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0425'BENCH MARK C-43 IS A STANDARD BRONZE USC AND GS DISC CEMENTED
 DT0425'IN ROCK PROJECTING 6 IN AND STAMPED C-43 1934 IT IS LOCATED
 DT0425'16.765M FROM STATION POST AT A MAG AZ OF 198 DEG AND A D.E. OF -1.33
 DT0425'FEET.
 DT0425
 DT0425                          STATION RECOVERY (1979)
 DT0425
 DT0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0425'8.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0425'HEADQUARTERS IN WHITERIVER, 0.3 MILE SOUTH OF HIGHWAY MILE MARKER 348,
 DT0425'74.4 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET
 DT0425'SOUTH-SOUTHWEST OF TRIANGULATION STATION MARK POST AND 19.8 FEET
 DT0425'NORTH-NORTHWEST OF A BARBED WIRE FENCE.
 DT0425'THE MARK IS 38.1 FT  WSW FROM A WITNESS POST.
 DT0425'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1473 ***********************************************************************
 CZ1473  DESIGNATION -  C 430
 CZ1473  PID         -  CZ1473
 CZ1473  STATE/COUNTY-  AZ/PIMA
 CZ1473  USGS QUAD   -  TUCSON EAST (1992)
 CZ1473
 CZ1473                         *CURRENT SURVEY CONTROL
 CZ1473  ___________________________________________________________________
 CZ1473* NAD 83(1986)-  32 07 43.     (N)    110 51 28.     (W)     SCALED    
 CZ1473* NAVD 88     -       839.721  (meters)    2754.98   (feet)  ADJUSTED  
 CZ1473  ___________________________________________________________________
 CZ1473  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ1473  DYNAMIC HT  -         838.526 (meters)    2751.06  (feet)  COMP
 CZ1473  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 CZ1473  OBS GRAVITY -     979,191.6   (mgal)                       GRAV_OBS
 CZ1473
 CZ1473  VERT ORDER  -  FIRST     CLASS II
 CZ1473
 CZ1473.The horizontal coordinates were scaled from a topographic map and have
 CZ1473.an estimated accuracy of +/- 6 seconds.
 CZ1473
 CZ1473.The orthometric height was determined by differential leveling
 CZ1473.and adjusted in June 1991.
 CZ1473
 CZ1473.The geoid height was determined by GEOID03.
 CZ1473
 CZ1473.The dynamic height is computed by dividing the NAVD 88
 CZ1473.geopotential number by the normal gravity value computed on the
 CZ1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1473.degrees latitude (g = 980.6199 gals.).
 CZ1473
 CZ1473.The modeled gravity was interpolated from observed gravity values.
 CZ1473.The observed gravity was obtained from relative gravimeter ties
 CZ1473.to the IGSN71 gravity network.
 CZ1473
 CZ1473;                    North         East    Units  Estimated Accuracy
 CZ1473;SPC AZ C     -   125,620.      313,270.      MT  (+/- 180 meters Scaled)
 CZ1473
 CZ1473                          SUPERSEDED SURVEY CONTROL
 CZ1473
 CZ1473.No superseded survey control is available for this station.
 CZ1473
 CZ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134547(NAD 83)
 CZ1473_MARKER: I = METAL ROD
 CZ1473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1473_STAMPING: C 430 1979
 CZ1473_PROJECTION: FLUSH
 CZ1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1473+STABILITY: POSITION/ELEVATION WELL
 CZ1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1473+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1473_ROD/PIPE-DEPTH: 12.2 meters
 CZ1473_SLEEVE-DEPTH  : 8.53 meters
 CZ1473
 CZ1473  HISTORY     - Date     Condition        Report By
 CZ1473  HISTORY     - 1979     MONUMENTED       NGS
 CZ1473  HISTORY     - 19970204 GOOD             USPSQD
 CZ1473  HISTORY     - 20060316 GOOD             USPSQD
 CZ1473
 CZ1473                          STATION DESCRIPTION
 CZ1473
 CZ1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1473'10.0 MI SE FROM TUCSON.
 CZ1473'10.05 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1473'STATION IN TUCSON, AT THE SOUTHEAST CORNER OF THE JUNCTION OF THE
 CZ1473'RAILROAD AND WILMOT ROAD, ALSO 1.05 MILE NORTH OF D 430 AND INTERSTATE
 CZ1473'10, 205 FEET SOUTHEAST OF THE JUNCTION OF THE TRACKS AND THE ROAD,
 CZ1473'47.6 FEET SOUTH OF THE FENCE CORNER, 43.6 FEET SOUTH OF A BRACE POLE
 CZ1473'WITH GUY WIRE, 40.3 FEET EAST OF THE CENTERLINE OF THE ROAD AND 4.6
 CZ1473'FEET WEST OF A FENCE.
 CZ1473'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CZ1473'THE MARK IS ABOVE LEVEL WITH ROAD.
 CZ1473
 CZ1473                          STATION RECOVERY (1997)
 CZ1473
 CZ1473'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1473'RECOVERED IN GOOD CONDITION.
 CZ1473
 CZ1473                          STATION RECOVERY (2006)
 CZ1473
 CZ1473'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1473'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0592 ***********************************************************************
 CY0592  DESIGNATION -  C 431
 CY0592  PID         -  CY0592
 CY0592  STATE/COUNTY-  AZ/COCHISE
 CY0592  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0592
 CY0592                         *CURRENT SURVEY CONTROL
 CY0592  ___________________________________________________________________
 CY0592* NAD 83(1986)-  32 08 29.     (N)    109 55 46.     (W)     SCALED    
 CY0592* NAVD 88     -      1276.333  (meters)    4187.44   (feet)  ADJUSTED  
 CY0592  ___________________________________________________________________
 CY0592  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0592  DYNAMIC HT  -        1274.405 (meters)    4181.11  (feet)  COMP
 CY0592  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 CY0592
 CY0592  VERT ORDER  -  FIRST     CLASS II
 CY0592
 CY0592.The horizontal coordinates were scaled from a topographic map and have
 CY0592.an estimated accuracy of +/- 6 seconds.
 CY0592
 CY0592.The orthometric height was determined by differential leveling
 CY0592.and adjusted in June 1991.
 CY0592
 CY0592.The geoid height was determined by GEOID03.
 CY0592
 CY0592.The dynamic height is computed by dividing the NAVD 88
 CY0592.geopotential number by the normal gravity value computed on the
 CY0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0592.degrees latitude (g = 980.6199 gals.).
 CY0592
 CY0592.The modeled gravity was interpolated from observed gravity values.
 CY0592
 CY0592;                    North         East    Units  Estimated Accuracy
 CY0592;SPC AZ E     -   126,570.      235,740.      MT  (+/- 180 meters Scaled)
 CY0592
 CY0592                          SUPERSEDED SURVEY CONTROL
 CY0592
 CY0592.No superseded survey control is available for this station.
 CY0592
 CY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA009566(NAD 83)
 CY0592_MARKER: I = METAL ROD
 CY0592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0592_STAMPING: C 431 1979
 CY0592_PROJECTION: FLUSH
 CY0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0592+STABILITY: POSITION/ELEVATION WELL
 CY0592_ROD/PIPE-DEPTH: 13.7 meters
 CY0592_SLEEVE-DEPTH  : 9.1 meters
 CY0592
 CY0592  HISTORY     - Date     Condition        Report By
 CY0592  HISTORY     - 1979     MONUMENTED       NGS
 CY0592  HISTORY     - 1980     GOOD             NGS
 CY0592
 CY0592                          STATION DESCRIPTION
 CY0592
 CY0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0592'17.2 KM SW FROM WILLCOX.
 CY0592'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0592'RAILROAD FROM THE STATION AT WILLCOX, THENCE 2.1 KILOMETERS (1.3
 CY0592'MILES) NORTHWEST ALONG U. S. HIGHWAY 666, 0.3 KILOMETER (0.2 MILE)
 CY0592'WEST OF MILE POST 64, 28.9 METERS (95 FEET) SOUTHWEST OF THE
 CY0592'CENTERLINE OF THE HIGHWAY AND 1.2 METERS (4 FEET) NORTHEAST OF THE
 CY0592'RIGHT-OF-WAY FENCE.
 CY0592'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CY0592'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0592
 CY0592                          STATION RECOVERY (1980)
 CY0592
 CY0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0592'PREVIOUSLY DESCRIBED ON LINE L24555, PART 5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0885 ***********************************************************************
 CG0885  DESIGNATION -  C 432
 CG0885  PID         -  CG0885
 CG0885  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0885  USGS QUAD   -  RIO RICO (1981)
 CG0885
 CG0885                         *CURRENT SURVEY CONTROL
 CG0885  ___________________________________________________________________
 CG0885* NAD 83(1986)-  31 25 49.     (N)    110 57 54.     (W)     SCALED    
 CG0885* NAVD 88     -      1080.610  (meters)    3545.30   (feet)  ADJUSTED  
 CG0885  ___________________________________________________________________
 CG0885  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0885  DYNAMIC HT  -        1078.961 (meters)    3539.89  (feet)  COMP
 CG0885  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 CG0885
 CG0885  VERT ORDER  -  FIRST     CLASS II
 CG0885
 CG0885.The horizontal coordinates were scaled from a topographic map and have
 CG0885.an estimated accuracy of +/- 6 seconds.
 CG0885
 CG0885.The orthometric height was determined by differential leveling
 CG0885.and adjusted in June 1991.
 CG0885
 CG0885.The geoid height was determined by GEOID03.
 CG0885
 CG0885.The dynamic height is computed by dividing the NAVD 88
 CG0885.geopotential number by the normal gravity value computed on the
 CG0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0885.degrees latitude (g = 980.6199 gals.).
 CG0885
 CG0885.The modeled gravity was interpolated from observed gravity values.
 CG0885
 CG0885;                    North         East    Units  Estimated Accuracy
 CG0885;SPC AZ C     -    48,090.      303,830.      MT  (+/- 180 meters Scaled)
 CG0885
 CG0885                          SUPERSEDED SURVEY CONTROL
 CG0885
 CG0885.No superseded survey control is available for this station.
 CG0885
 CG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV033772(NAD 83)
 CG0885_MARKER: I = METAL ROD
 CG0885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0885_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0885_STAMPING: C 432 1980
 CG0885_PROJECTION: FLUSH
 CG0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0885+STABILITY: POSITION/ELEVATION WELL
 CG0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0885+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 CG0885_ROD/PIPE-DEPTH: 10.7 meters
 CG0885_SLEEVE-DEPTH  : 9.1 meters
 CG0885
 CG0885  HISTORY     - Date     Condition        Report By
 CG0885  HISTORY     - 1980     MONUMENTED       NGS
 CG0885  HISTORY     - 20081118 GOOD             IBWC
 CG0885
 CG0885                          STATION DESCRIPTION
 CG0885
 CG0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0885'18.2 KM SE FROM TUMACACORI.
 CG0885'18.2 KILOMETERS (11.3 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0885'FROM THE TUMACACORI INTERCHANGE AT TUMACACORI, ALSO 11.6 KILOMETERS
 CG0885'(7.2 MILES) NORTH OF NOGALES, AT THE RUBY ROAD INTERCHANGE, 18.2
 CG0885'METERS (60 FEET) EAST OF THE CENTERLINE OF THE SOUTHBOUND TRAFFIC
 CG0885'LANE, 14.8 METERS (48.5 FEET) WEST OF THE CENTERLINE OF THE NORTHBOUND
 CG0885'TRAFFIC LANE, 35.4 METERS (116 FEET) SOUTH OF BENCH MARK N 423 AND
 CG0885'28.8 METERS (94 FEET) SOUTH OF THE SOUTH EDGE OF THE MOST SOUTHERN OF
 CG0885'TWO PIERS BETWEEN THE FREEWAY LANES.
 CG0885'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CG0885'THE MARK IS 0.6 M BELOW THE FREEWAY LANES.
 CG0885
 CG0885                          STATION RECOVERY (2008)
 CG0885
 CG0885'RECOVERY NOTE BY INT BDRY WTR COMM 2008 (JBB)
 CG0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0682 ***********************************************************************
 CY0682  DESIGNATION -  C 436
 CY0682  PID         -  CY0682
 CY0682  STATE/COUNTY-  AZ/COCHISE
 CY0682  USGS QUAD   -  MONK DRAW (1979)
 CY0682
 CY0682                         *CURRENT SURVEY CONTROL
 CY0682  ___________________________________________________________________
 CY0682* NAD 83(1986)-  32 23 20.     (N)    109 39 48.     (W)     SCALED    
 CY0682* NAVD 88     -      1310.977  (meters)    4301.10   (feet)  ADJUSTED  
 CY0682  ___________________________________________________________________
 CY0682  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0682  DYNAMIC HT  -        1309.027 (meters)    4294.70  (feet)  COMP
 CY0682  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 CY0682
 CY0682  VERT ORDER  -  FIRST     CLASS II
 CY0682
 CY0682.The horizontal coordinates were scaled from a topographic map and have
 CY0682.an estimated accuracy of +/- 6 seconds.
 CY0682
 CY0682.The orthometric height was determined by differential leveling
 CY0682.and adjusted in June 1991.
 CY0682
 CY0682.The geoid height was determined by GEOID03.
 CY0682
 CY0682.The dynamic height is computed by dividing the NAVD 88
 CY0682.geopotential number by the normal gravity value computed on the
 CY0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0682.degrees latitude (g = 980.6199 gals.).
 CY0682
 CY0682.The modeled gravity was interpolated from observed gravity values.
 CY0682
 CY0682;                    North         East    Units  Estimated Accuracy
 CY0682;SPC AZ E     -   154,100.      260,720.      MT  (+/- 180 meters Scaled)
 CY0682
 CY0682                          SUPERSEDED SURVEY CONTROL
 CY0682
 CY0682.No superseded survey control is available for this station.
 CY0682
 CY0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA257843(NAD 83)
 CY0682_MARKER: DB = BENCH MARK DISK
 CY0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0682_SP_SET: STAINLESS STEEL ROD
 CY0682_STAMPING: C 436 1979
 CY0682_PROJECTION: FLUSH
 CY0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0682_ROD/PIPE-DEPTH: 1.52 meters
 CY0682
 CY0682  HISTORY     - Date     Condition        Report By
 CY0682  HISTORY     - 1979     MONUMENTED       NGS
 CY0682
 CY0682                          STATION DESCRIPTION
 CY0682
 CY0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0682'31.0 MI SOUTH FROM SAFFORD.
 CY0682'30.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0682'HIGHWAY 70 IN SAFFORD, THENCE 0.15 MILE SOUTHEAST ALONG THE SOUTHEAST
 CY0682'FORK LEADING TO INTERSTATE HIGHWAY 10 EAST, 0.05 MILE SOUTHEAST OF
 CY0682'HIGHWAY MILE POST 90, 99 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CY0682'HIGHWAY, 9.5 FEET NORTHWEST OF THE NORTHWEST END OF A METAL GATE IN
 CY0682'THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0682'THE ROD WAS DRIVEN TO REFUSAL.
 CY0682'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CY0682'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0723 ***********************************************************************
 CY0723  DESIGNATION -  C 437
 CY0723  PID         -  CY0723
 CY0723  STATE/COUNTY-  AZ/GRAHAM
 CY0723  USGS QUAD   -  SAFFORD (1985)
 CY0723
 CY0723                         *CURRENT SURVEY CONTROL
 CY0723  ___________________________________________________________________
 CY0723* NAD 83(1986)-  32 49 12.     (N)    109 42 26.     (W)     SCALED    
 CY0723* NAVD 88     -       899.000  (meters)    2949.47   (feet)  ADJUSTED  
 CY0723  ___________________________________________________________________
 CY0723  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0723  DYNAMIC HT  -         897.738 (meters)    2945.33  (feet)  COMP
 CY0723  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 CY0723
 CY0723  VERT ORDER  -  FIRST     CLASS II
 CY0723
 CY0723.The horizontal coordinates were scaled from a topographic map and have
 CY0723.an estimated accuracy of +/- 6 seconds.
 CY0723
 CY0723.The orthometric height was determined by differential leveling
 CY0723.and adjusted in June 1991.
 CY0723
 CY0723.The geoid height was determined by GEOID03.
 CY0723
 CY0723.The dynamic height is computed by dividing the NAVD 88
 CY0723.geopotential number by the normal gravity value computed on the
 CY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0723.degrees latitude (g = 980.6199 gals.).
 CY0723
 CY0723.The modeled gravity was interpolated from observed gravity values.
 CY0723
 CY0723;                    North         East    Units  Estimated Accuracy
 CY0723;SPC AZ E     -   201,890.      256,380.      MT  (+/- 180 meters Scaled)
 CY0723
 CY0723                          SUPERSEDED SURVEY CONTROL
 CY0723
 CY0723.No superseded survey control is available for this station.
 CY0723
 CY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB210320(NAD 83)
 CY0723_MARKER: DB = BENCH MARK DISK
 CY0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0723_SP_SET: STAINLESS STEEL ROD
 CY0723_STAMPING: C 437 1979
 CY0723_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0723_ROD/PIPE-DEPTH: 9.14 meters
 CY0723
 CY0723  HISTORY     - Date     Condition        Report By
 CY0723  HISTORY     - 1979     MONUMENTED       NGS
 CY0723  HISTORY     - 20060825 GOOD             GEOCAC
 CY0723
 CY0723                          STATION DESCRIPTION
 CY0723
 CY0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0723'1.0 MI SOUTH FROM SAFFORD.
 CY0723'1.0 MILE SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0723'HIGHWAY 70 IN SAFFORD, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0723'31 FEET NORTH OF MILE POST 120 ON THE EAST SIDE OF THE HIGHWAY, 30
 CY0723'FEET NORTH OF A SOUTHWEST CORNER FENCE POST, 6 FEET NORTH OF A POWER
 CY0723'LINE POLE WITH A SINGLE GUY WIRE AND 1 FOOT WEST OF A BARBED WIRE
 CY0723'FENCE LINE.
 CY0723'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0723'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0723
 CY0723                          STATION RECOVERY (2006)
 CY0723
 CY0723'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0723'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0723'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, THE MARK IS 11.5 FEET
 CY0723'NORTH OF THE POWER POLE (THE OLD POLE WAS REPLACED), AND THE BARBED
 CY0723'WIRE FENCE IS NOW A CHAIN LINK FENCE. HANDHELD COORDINATES
 CY0723'32 49 10.38 (N)   109 42 27.00 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1130 ***********************************************************************
 DU1130  DESIGNATION -  C 438
 DU1130  PID         -  DU1130
 DU1130  STATE/COUNTY-  AZ/GRAHAM
 DU1130  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1130
 DU1130                         *CURRENT SURVEY CONTROL
 DU1130  ___________________________________________________________________
 DU1130* NAD 83(1986)-  33 16 08.     (N)    110 18 56.     (W)     SCALED    
 DU1130* NAVD 88     -       896.119  (meters)    2940.02   (feet)  ADJUSTED  
 DU1130  ___________________________________________________________________
 DU1130  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU1130  DYNAMIC HT  -         894.911 (meters)    2936.05  (feet)  COMP
 DU1130  MODELED GRAV-     979,259.7   (mgal)                       NAVD 88
 DU1130
 DU1130  VERT ORDER  -  FIRST     CLASS II
 DU1130
 DU1130.The horizontal coordinates were scaled from a topographic map and have
 DU1130.an estimated accuracy of +/- 6 seconds.
 DU1130
 DU1130.The orthometric height was determined by differential leveling
 DU1130.and adjusted in June 1991.
 DU1130
 DU1130.The geoid height was determined by GEOID03.
 DU1130
 DU1130.The dynamic height is computed by dividing the NAVD 88
 DU1130.geopotential number by the normal gravity value computed on the
 DU1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1130.degrees latitude (g = 980.6199 gals.).
 DU1130
 DU1130.The modeled gravity was interpolated from observed gravity values.
 DU1130
 DU1130;                    North         East    Units  Estimated Accuracy
 DU1130;SPC AZ E     -   251,580.      199,490.      MT  (+/- 180 meters Scaled)
 DU1130
 DU1130                          SUPERSEDED SURVEY CONTROL
 DU1130
 DU1130.No superseded survey control is available for this station.
 DU1130
 DU1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB637813(NAD 83)
 DU1130_MARKER: DB = BENCH MARK DISK
 DU1130_SETTING: 66 = SET IN ROCK OUTCROP
 DU1130_SP_SET: ROCK OUTCROP
 DU1130_STAMPING: C 438 1979
 DU1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1130+STABILITY: POSITION/ELEVATION WELL
 DU1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1130+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2009
 DU1130
 DU1130  HISTORY     - Date     Condition        Report By
 DU1130  HISTORY     - 1979     MONUMENTED       NGS
 DU1130  HISTORY     - 20081008 GOOD             GEOCAC
 DU1130  HISTORY     - 20090112 GOOD             AZDT
 DU1130
 DU1130                          STATION DESCRIPTION
 DU1130
 DU1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1130'26.3 KM NW FROM BYLAS.
 DU1130'26.3 KILOMETERS (16.35 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1130'THE POST OFFICE IN BYLAS, 0.25 KILOMETER (0.15 MILE) NORTHWEST OF
 DU1130'HIGHWAY MILE POST 280, 18.9 METERS (62 FEET) SOUTHWEST OF THE
 DU1130'CENTERLINE OF THE HIGHWAY, 30.0 METERS (98 FEET) SOUTHEAST OF THE
 DU1130'CENTERLINE OF A DIRT ROAD LEADING SOUTH AND 11.5 METERS (37.5 FEET)
 DU1130'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DU1130'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DU1130'THE MARK IS 1 M ABOVE THE HIGHWAY.
 DU1130
 DU1130                          STATION RECOVERY (2008)
 DU1130
 DU1130'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1130'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1130'16.146' W110  18.968'.
 DU1130
 DU1130                          STATION RECOVERY (2009)
 DU1130
 DU1130'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2009 (JLI)
 DU1130'LOCATED AT MILE POST 279.8 ON HIGHWAY 70
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0740 ***********************************************************************
 CY0740  DESIGNATION -  C 439
 CY0740  PID         -  CY0740
 CY0740  STATE/COUNTY-  AZ/GRAHAM
 CY0740  USGS QUAD   -  EDEN (1985)
 CY0740
 CY0740                         *CURRENT SURVEY CONTROL
 CY0740  ___________________________________________________________________
 CY0740* NAD 83(1986)-  32 57 08.     (N)    109 54 52.     (W)     SCALED    
 CY0740* NAVD 88     -       841.503  (meters)    2760.83   (feet)  ADJUSTED  
 CY0740  ___________________________________________________________________
 CY0740  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY0740  DYNAMIC HT  -         840.337 (meters)    2757.01  (feet)  COMP
 CY0740  MODELED GRAV-     979,225.7   (mgal)                       NAVD 88
 CY0740
 CY0740  VERT ORDER  -  FIRST     CLASS II
 CY0740
 CY0740.The horizontal coordinates were scaled from a topographic map and have
 CY0740.an estimated accuracy of +/- 6 seconds.
 CY0740
 CY0740.The orthometric height was determined by differential leveling
 CY0740.and adjusted in June 1991.
 CY0740
 CY0740.The geoid height was determined by GEOID03.
 CY0740
 CY0740.The dynamic height is computed by dividing the NAVD 88
 CY0740.geopotential number by the normal gravity value computed on the
 CY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0740.degrees latitude (g = 980.6199 gals.).
 CY0740
 CY0740.The modeled gravity was interpolated from observed gravity values.
 CY0740
 CY0740;                    North         East    Units  Estimated Accuracy
 CY0740;SPC AZ E     -   216,480.      236,940.      MT  (+/- 180 meters Scaled)
 CY0740
 CY0740                          SUPERSEDED SURVEY CONTROL
 CY0740
 CY0740.No superseded survey control is available for this station.
 CY0740
 CY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB014465(NAD 83)
 CY0740_MARKER: DB = BENCH MARK DISK
 CY0740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0740_SP_SET: STAINLESS STEEL ROD
 CY0740_STAMPING: C 439 1979
 CY0740_PROJECTION: FLUSH
 CY0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0740+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CY0740_ROD/PIPE-DEPTH: 8.23 meters
 CY0740
 CY0740  HISTORY     - Date     Condition        Report By
 CY0740  HISTORY     - 1979     MONUMENTED       NGS
 CY0740  HISTORY     - 20050724 GOOD             USPSQD
 CY0740  HISTORY     - 20081009 GOOD             GEOCAC
 CY0740
 CY0740                          STATION DESCRIPTION
 CY0740
 CY0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0740'6.4 MI SE FROM FT THOMAS.
 CY0740'6.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0740'FT. THOMAS, APPROXIMATELY 67 PACES SOUTHEAST OF HIGHWAY MILE POST
 CY0740'313 AT A POINT WHERE THE HIGHWAY RIGHT-OF-WAY INCREASES IN WIDTH,
 CY0740'70 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTHEAST
 CY0740'OF THE CENTERLINE OF A DIRT FARM ROAD, 17.5 FEET SOUTHEAST OF A
 CY0740'THREE-WAY CORNER IN THE RIGHT-OF-WAY FENCE AND 1 FOOT SOUTHWEST OF
 CY0740'THE RIGHT-OF-WAY FENCE LINE.
 CY0740'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0740'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0740
 CY0740                          STATION RECOVERY (2005)
 CY0740
 CY0740'RECOVERY NOTE BY US POWER SQUADRON 2005
 CY0740'RECOVERED IN GOOD CONDITION.
 CY0740
 CY0740                          STATION RECOVERY (2008)
 CY0740
 CY0740'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0740'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0740'57.164' W109  54.877'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0016 ***********************************************************************
 DU0016  DESIGNATION -  C 44
 DU0016  PID         -  DU0016
 DU0016  STATE/COUNTY-  AZ/GILA
 DU0016  USGS QUAD   -  POPCORN CANYON (1966)
 DU0016
 DU0016                         *CURRENT SURVEY CONTROL
 DU0016  ___________________________________________________________________
 DU0016* NAD 83(1986)-  33 40 49.     (N)    110 15 31.     (W)     SCALED    
 DU0016* NAVD 88     -      1721.851  (meters)    5649.11   (feet)  ADJUSTED  
 DU0016  ___________________________________________________________________
 DU0016  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DU0016  DYNAMIC HT  -        1719.313 (meters)    5640.78  (feet)  COMP
 DU0016  MODELED GRAV-     979,101.5   (mgal)                       NAVD 88
 DU0016
 DU0016  VERT ORDER  -  FIRST     CLASS II
 DU0016
 DU0016.The horizontal coordinates were scaled from a topographic map and have
 DU0016.an estimated accuracy of +/- 6 seconds.
 DU0016
 DU0016.The orthometric height was determined by differential leveling
 DU0016.and adjusted in June 1991.
 DU0016
 DU0016.The geoid height was determined by GEOID03.
 DU0016
 DU0016.The dynamic height is computed by dividing the NAVD 88
 DU0016.geopotential number by the normal gravity value computed on the
 DU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0016.degrees latitude (g = 980.6199 gals.).
 DU0016
 DU0016.The modeled gravity was interpolated from observed gravity values.
 DU0016
 DU0016;                    North         East    Units  Estimated Accuracy
 DU0016;SPC AZ E     -   297,200.      204,840.      MT  (+/- 180 meters Scaled)
 DU0016
 DU0016                          SUPERSEDED SURVEY CONTROL
 DU0016
 DU0016  NGVD 29 (??/??/92) 1721.123  (m)         5646.72   (f) ADJ UNCH    1 2
 DU0016
 DU0016.Superseded values are not recommended for survey control.
 DU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0016.See file dsdata.txt to determine how the superseded data were derived.
 DU0016
 DU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC687269(NAD 83)
 DU0016_MARKER: DB = BENCH MARK DISK
 DU0016_SETTING: 80 = SET IN A BOULDER
 DU0016_SP_SET: BOULDER
 DU0016_STAMPING: C 44 1934
 DU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0016+STABILITY: SURFACE MOTION
 DU0016
 DU0016  HISTORY     - Date     Condition        Report By
 DU0016  HISTORY     - 1934     MONUMENTED       CGS
 DU0016
 DU0016                          STATION DESCRIPTION
 DU0016
 DU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0016'28.0 MI SW FROM WHITERIVER.
 DU0016'IN GILA COUNTY, 28.0 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0016'WHITERIVER, NAVAJO COUNTY, 4.9 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0016'BLACK RIVER, 19 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN
 DU0016'THE TOP OF A RED BOULDER 3 FEET SQUARE, AND 3 FEET HIGHER THAN THE
 DU0016'HIGHWAY.  A STANDARD DISK, STAMPED C 44 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0014 ***********************************************************************
 ES0014  DESIGNATION -  C 45
 ES0014  PID         -  ES0014
 ES0014  STATE/COUNTY-  AZ/NAVAJO
 ES0014  USGS QUAD   -  PORTER CANYON (1986)
 ES0014
 ES0014                         *CURRENT SURVEY CONTROL
 ES0014  ___________________________________________________________________
 ES0014* NAD 83(1986)-  34 48 26.     (N)    110 08 26.     (W)     SCALED    
 ES0014* NAVD 88     -      1645.009  (meters)    5397.00   (feet)  ADJUSTED  
 ES0014  ___________________________________________________________________
 ES0014  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0014  DYNAMIC HT  -        1642.722 (meters)    5389.50  (feet)  COMP
 ES0014  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 ES0014
 ES0014  VERT ORDER  -  FIRST     CLASS II
 ES0014
 ES0014.The horizontal coordinates were scaled from a topographic map and have
 ES0014.an estimated accuracy of +/- 6 seconds.
 ES0014
 ES0014.The orthometric height was determined by differential leveling
 ES0014.and adjusted in June 1991.
 ES0014
 ES0014.The geoid height was determined by GEOID03.
 ES0014
 ES0014.The dynamic height is computed by dividing the NAVD 88
 ES0014.geopotential number by the normal gravity value computed on the
 ES0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0014.degrees latitude (g = 980.6199 gals.).
 ES0014
 ES0014.The modeled gravity was interpolated from observed gravity values.
 ES0014
 ES0014;                    North         East    Units  Estimated Accuracy
 ES0014;SPC AZ E     -   422,190.      215,750.      MT  (+/- 180 meters Scaled)
 ES0014
 ES0014                          SUPERSEDED SURVEY CONTROL
 ES0014
 ES0014  NGVD 29 (??/??/92) 1644.173  (m)         5394.26   (f) ADJ UNCH    1 2
 ES0014
 ES0014.Superseded values are not recommended for survey control.
 ES0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0014.See file dsdata.txt to determine how the superseded data were derived.
 ES0014
 ES0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD786520(NAD 83)
 ES0014_MARKER: DB = BENCH MARK DISK
 ES0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0014_STAMPING: C-45 1934
 ES0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0014+STABILITY: SURFACE MOTION
 ES0014
 ES0014  HISTORY     - Date     Condition        Report By
 ES0014  HISTORY     - 1934     MONUMENTED       CGS
 ES0014  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0014
 ES0014                          STATION DESCRIPTION
 ES0014
 ES0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0014'8.0 MI S FROM HOLBROOK.
 ES0014'8.0 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD.  75 FT. WEST OF
 ES0014'CENTER LINE OF TRACK, IN LINE WITH TELEPHONE POLES.  4.5 FT. SOUTH OF
 ES0014'MILE POST NO. 8.  SET IN CONCRETE POST 7 INCHES ABOVE SURFACE OF
 ES0014'GROUND.
 ES0014
 ES0014                          STATION RECOVERY (1983)
 ES0014
 ES0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2379 ***********************************************************************
 CZ2379  DESIGNATION -  C 45
 CZ2379  PID         -  CZ2379
 CZ2379  STATE/COUNTY-  AZ/PIMA
 CZ2379  USGS QUAD   -  TUCSON (1992)
 CZ2379
 CZ2379                         *CURRENT SURVEY CONTROL
 CZ2379  ___________________________________________________________________
 CZ2379* NAD 83(2007)-  32 12 09.09500(N)    110 53 47.22683(W)     ADJUSTED  
 CZ2379* NAVD 88     -       778.2    (meters)    2553.     (feet)  VERTCON   
 CZ2379  ___________________________________________________________________
 CZ2379  EPOCH DATE  -        2007.00
 CZ2379  X           -  -1,927,056.422 (meters)                     COMP
 CZ2379  Y           -  -5,047,399.792 (meters)                     COMP
 CZ2379  Z           -   3,379,855.003 (meters)                     COMP
 CZ2379  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CZ2379  ELLIP HEIGHT-         749.263 (meters)          (02/10/07) ADJUSTED
 CZ2379  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ2379
 CZ2379  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2379  Type    PID    Designation                      North   East  Ellip
 CZ2379  -------------------------------------------------------------------
 CZ2379  NETWORK CZ2379 C 45                              0.45   0.74   2.25
 CZ2379  -------------------------------------------------------------------
 CZ2379
 CZ2379.The horizontal coordinates were established by GPS observations
 CZ2379.and adjusted by the National Geodetic Survey in February 2007.
 CZ2379
 CZ2379.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2379.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2379.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2379.The epoch date for horizontal control is a decimal equivalence
 CZ2379.of Year/Month/Day.
 CZ2379
 CZ2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2379
 CZ2379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2379
 CZ2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2379
 CZ2379.The ellipsoidal height was determined by GPS observations
 CZ2379.and is referenced to NAD 83.
 CZ2379
 CZ2379.The geoid height was determined by GEOID03.
 CZ2379
 CZ2379;                    North         East     Units Scale Factor Converg.
 CZ2379;SPC AZ C     -   133,779.019   309,543.386   MT  1.00001405   +0 32 37.4
 CZ2379;SPC AZ C     -   438,907.54  1,015,562.29   iFT  1.00001405   +0 32 37.4
 CZ2379;UTM  12      - 3,562,889.274   509,759.114   MT  0.99960117   +0 03 18.7
 CZ2379
 CZ2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2379!SPC AZ C     -   0.99988237  x   1.00001405  =   0.99989642
 CZ2379!UTM  12      -   0.99988237  x   0.99960117  =   0.99948359
 CZ2379
 CZ2379                          SUPERSEDED SURVEY CONTROL
 CZ2379
 CZ2379  ELLIP H (06/11/02)  749.290  (m)                       GP(       ) 4 2
 CZ2379  NAD 83(1992)-  32 12 09.09453(N)    110 53 47.22583(W) AD(       ) 1
 CZ2379  ELLIP H (08/23/93)  749.366  (m)                       GP(       ) 4 2
 CZ2379  NAD 83(1986)-  32 12 09.08969(N)    110 53 47.22472(W) AD(       ) 1
 CZ2379  NGVD 29 (05/25/90)  777.5    (m)         2551.     (f) GPS OBS     3  
 CZ2379
 CZ2379.Superseded values are not recommended for survey control.
 CZ2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2379.See file dsdata.txt to determine how the superseded data were derived.
 CZ2379
 CZ2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0975962889(NAD 83)
 CZ2379_MARKER: DD = SURVEY DISK
 CZ2379_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2379_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2379_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2379+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2379
 CZ2379  HISTORY     - Date     Condition        Report By
 CZ2379  HISTORY     - 1987     MONUMENTED       USGS
 CZ2379  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ2379  HISTORY     - 19950924 GOOD             USPSQD
 CZ2379  HISTORY     - 19960522 GOOD             USPSQD
 CZ2379  HISTORY     - 20010909 MARK NOT FOUND   INDIV
 CZ2379  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ2379
 CZ2379                          STATION DESCRIPTION
 CZ2379
 CZ2379'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (SA)
 CZ2379'THE STATION IS LOCATED ON THE SOUTH SIDE OF TUCSON, NEAR THE
 CZ2379'JUNCTION OF BELVEDERE AVENUE AND 28TH STREET.
 CZ2379'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2379'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2379'INFORMATION AND KEY TO LOCKED GATE CONTACT STEVE ANDERSON, U.S.
 CZ2379'GEOLOGICAL SURVEY, PHONE 602-629-6223.
 CZ2379'
 CZ2379'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2379'22ND ST IN TUCSON, GO EAST FOR 7.6 KM (4.75 MI) ON 22ND ST TO
 CZ2379'THE INTERSECTION OF COLUMBUS BLVD.
 CZ2379'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.4 KM (0.25 MI) ON 22ND ST
 CZ2379'TO A PAVED ROAD RIGHT, BELVEDERE AVE.
 CZ2379'TURN RIGHT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON BELVEDERE AVE TO THE
 CZ2379'STATION ON THE LEFT, AT THE NORTHWEST CORNER OF A VACANT LOT,
 CZ2379'INSIDE A FENCE, NEAR AN EXTENSOMETER.
 CZ2379'
 CZ2379'THE STATION IS A STANDARD USGS GAGING STATION DISK
 CZ2379'STAMPED---C-45 1987---,
 CZ2379'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 CZ2379'10 CM BELOW GROUND.  LOCATED
 CZ2379'9.51 METERS (31.2 FT) EAST-NORTHEAST FROM THE EAST CURB OF
 CZ2379'BELVEDERE AVE,
 CZ2379'6.58 METERS (21.6 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 CZ2379'EXTENSOMETER BUILDING,
 CZ2379'6.43 METERS (21.1 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF
 CZ2379'THE EXTENSOMETER BUILDING AND
 CZ2379'2.93 METERS (9.6 FT) NORTH-NORTHWEST FROM A CHAIN LINK FENCE.
 CZ2379'
 CZ2379'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2379'
 CZ2379'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2379'
 CZ2379'DESCRIBED BY D.F. CALLAHAN.
 CZ2379
 CZ2379                          STATION RECOVERY (1995)
 CZ2379
 CZ2379'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2379'MARK NOT FOUND.
 CZ2379
 CZ2379                          STATION RECOVERY (1995)
 CZ2379
 CZ2379'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2379'RECOVERED IN GOOD CONDITION.
 CZ2379
 CZ2379                          STATION RECOVERY (1996)
 CZ2379
 CZ2379'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2379'RECOVERED IN GOOD CONDITION.
 CZ2379
 CZ2379                          STATION RECOVERY (2001)
 CZ2379
 CZ2379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ2379'FOUND THE SITE OF THE MARKER IN A 5-M X 15-M FENCED AREA WITH A
 CZ2379'SHED-LIKE STRUCTURE ON ITS EAST END.  THE MARKER WAS NOT VISIBLE
 CZ2379'(WITHOUT ACCESS TO THE LOCKED GATE) BUT THERE WERE TWO SHALLOW
 CZ2379'DEPRESSIONS IN THE SOIL WHERE THE MARKER MAY HAVE BEEN BURIED.
 CZ2379
 CZ2379                          STATION RECOVERY (2001)
 CZ2379
 CZ2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0276 ***********************************************************************
 ER0276  DESIGNATION -  C 46
 ER0276  PID         -  ER0276
 ER0276  STATE/COUNTY-  AZ/NAVAJO
 ER0276  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0276
 ER0276                         *CURRENT SURVEY CONTROL
 ER0276  ___________________________________________________________________
 ER0276* NAD 83(1986)-  34 17 03.     (N)    109 55 22.     (W)     SCALED    
 ER0276* NAVD 88     -      1977.320  (meters)    6487.26   (feet)  ADJUSTED  
 ER0276  ___________________________________________________________________
 ER0276  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ER0276  DYNAMIC HT  -        1974.371 (meters)    6477.58  (feet)  COMP
 ER0276  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 ER0276
 ER0276  VERT ORDER  -  FIRST     CLASS II
 ER0276
 ER0276.The horizontal coordinates were scaled from a topographic map and have
 ER0276.an estimated accuracy of +/- 6 seconds.
 ER0276
 ER0276.The orthometric height was determined by differential leveling
 ER0276.and adjusted in June 1991.
 ER0276
 ER0276.The geoid height was determined by GEOID03.
 ER0276
 ER0276.The dynamic height is computed by dividing the NAVD 88
 ER0276.geopotential number by the normal gravity value computed on the
 ER0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0276.degrees latitude (g = 980.6199 gals.).
 ER0276
 ER0276.The modeled gravity was interpolated from observed gravity values.
 ER0276
 ER0276;                    North         East    Units  Estimated Accuracy
 ER0276;SPC AZ E     -   364,200.      235,810.      MT  (+/- 180 meters Scaled)
 ER0276
 ER0276                          SUPERSEDED SURVEY CONTROL
 ER0276
 ER0276  NGVD 29 (??/??/92) 1976.447  (m)         6484.39   (f) ADJ UNCH    1 2
 ER0276
 ER0276.Superseded values are not recommended for survey control.
 ER0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0276.See file dsdata.txt to determine how the superseded data were derived.
 ER0276
 ER0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC991941(NAD 83)
 ER0276_MARKER: DB = BENCH MARK DISK
 ER0276_SETTING: 66 = SET IN ROCK OUTCROP
 ER0276_SP_SET: ROCK OUTCROP
 ER0276_STAMPING: C 46 1934
 ER0276_MARK LOGO: CGS   
 ER0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0276+STABILITY: POSITION/ELEVATION WELL
 ER0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0276+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1968
 ER0276
 ER0276  HISTORY     - Date     Condition        Report By
 ER0276  HISTORY     - 1934     MONUMENTED       CGS
 ER0276  HISTORY     - 19680720 GOOD             USGS
 ER0276
 ER0276                          STATION DESCRIPTION
 ER0276
 ER0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0276'18.3 MI N FROM MCNARY.
 ER0276'18.3 MILES NORTH ALONG APACHE R.R.(19.4 MILES SOUTH OF SNOWFLAKE,
 ER0276'ARIZ.) ALONG APACHE R.R., 24 FT. SOUTH OF FIRST POLE SOUTH OF MILE
 ER0276'POLE 54, 52 FT. EAST OF CENTER LINE OF TRACK, AND 8 FT. NORTH OF ROCK
 ER0276'CAIRN, IN BASALT OUTCROP.
 ER0276
 ER0276                          STATION RECOVERY (1968)
 ER0276
 ER0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ER0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1218 ***********************************************************************
 DA1218  DESIGNATION -  C 469
 DA1218  PID         -  DA1218
 DA1218  STATE/COUNTY-  AZ/MARICOPA
 DA1218  USGS QUAD   -  BLACK GAP (1986)
 DA1218
 DA1218                         *CURRENT SURVEY CONTROL
 DA1218  ___________________________________________________________________
 DA1218* NAD 83(1986)-  32 48 24.     (N)    112 47 29.     (W)     SCALED    
 DA1218* NAVD 88     -       298.126  (meters)     978.10   (feet)  ADJUSTED  
 DA1218  ___________________________________________________________________
 DA1218  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA1218  DYNAMIC HT  -         297.778 (meters)     976.96  (feet)  COMP
 DA1218  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 DA1218
 DA1218  VERT ORDER  -  FIRST     CLASS II
 DA1218
 DA1218.The horizontal coordinates were scaled from a topographic map and have
 DA1218.an estimated accuracy of +/- 6 seconds.
 DA1218
 DA1218.The orthometric height was determined by differential leveling
 DA1218.and adjusted in June 1991.
 DA1218
 DA1218.The geoid height was determined by GEOID03.
 DA1218
 DA1218.The dynamic height is computed by dividing the NAVD 88
 DA1218.geopotential number by the normal gravity value computed on the
 DA1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1218.degrees latitude (g = 980.6199 gals.).
 DA1218
 DA1218.The modeled gravity was interpolated from observed gravity values.
 DA1218
 DA1218;                    North         East    Units  Estimated Accuracy
 DA1218;SPC AZ C     -   200,650.      131,440.      MT  (+/- 180 meters Scaled)
 DA1218
 DA1218                          SUPERSEDED SURVEY CONTROL
 DA1218
 DA1218.No superseded survey control is available for this station.
 DA1218
 DA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB322312(NAD 83)
 DA1218_MARKER: DB = BENCH MARK DISK
 DA1218_SETTING: 66 = SET IN ROCK OUTCROP
 DA1218_SP_SET: ROCK OUTCROP
 DA1218_STAMPING: C 469 1980
 DA1218_MARK LOGO: NGS   
 DA1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1218+STABILITY: POSITION/ELEVATION WELL
 DA1218
 DA1218  HISTORY     - Date     Condition        Report By
 DA1218  HISTORY     - 1980     MONUMENTED       NGS
 DA1218
 DA1218                          STATION DESCRIPTION
 DA1218
 DA1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1218'17.0 KM (10.6 MI) SW FROM GILA BEND.
 DA1218'16.8 KM (10.6 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1218'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, THENCE 0.2 KM
 DA1218'(0.1 MI) SOUTHEAST ALONG A DIRT ROAD, SET IN TOP OF A LAVA ROCK
 DA1218'OUTCROP AT THE NORTHWEST END OF BLINDMAN BUTTE, ALSO 0.25 KM (0.15 MI)
 DA1218'SOUTHWEST FROM THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST TO
 DA1218'AIR FORCE RANGE NUMBER 3, 0.3 KM (0.2 MI) EAST OF THE NORTHEAST END
 DA1218'OF RAILWAY BRIDGE NUMBER 111, 9.4 METERS (31.0 FT) SOUTHWEST OF THE
 DA1218'CENTERLINE OF THE DIRT ROAD, 10.8 METERS (35.5 FT) SOUTHEAST OF THE
 DA1218'NORTHWEST END OF THE OUTCROP.
 DA1218'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1218'THE MARK IS 1.2 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0226 ***********************************************************************
 ER0226  DESIGNATION -  C 47
 ER0226  PID         -  ER0226
 ER0226  STATE/COUNTY-  AZ/APACHE
 ER0226  USGS QUAD   -  SALADO (1984)
 ER0226
 ER0226                         *CURRENT SURVEY CONTROL
 ER0226  ___________________________________________________________________
 ER0226* NAD 83(1986)-  34 25 55.     (N)    109 24 38.     (W)     SCALED    
 ER0226* NAVD 88     -      1787.402  (meters)    5864.17   (feet)  ADJUSTED  
 ER0226  ___________________________________________________________________
 ER0226  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 ER0226  DYNAMIC HT  -        1784.813 (meters)    5855.67  (feet)  COMP
 ER0226  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 ER0226
 ER0226  VERT ORDER  -  SECOND    CLASS 0
 ER0226
 ER0226.The horizontal coordinates were scaled from a topographic map and have
 ER0226.an estimated accuracy of +/- 6 seconds.
 ER0226
 ER0226.The orthometric height was determined by differential leveling
 ER0226.and adjusted in June 1991.
 ER0226
 ER0226.The geoid height was determined by GEOID03.
 ER0226
 ER0226.The dynamic height is computed by dividing the NAVD 88
 ER0226.geopotential number by the normal gravity value computed on the
 ER0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0226.degrees latitude (g = 980.6199 gals.).
 ER0226
 ER0226.The modeled gravity was interpolated from observed gravity values.
 ER0226
 ER0226;                    North         East    Units  Estimated Accuracy
 ER0226;SPC AZ E     -   380,820.      282,850.      MT  (+/- 180 meters Scaled)
 ER0226
 ER0226                          SUPERSEDED SURVEY CONTROL
 ER0226
 ER0226  NGVD 29 (??/??/92) 1786.555  (m)         5861.39   (f) ADJ UNCH    2 0
 ER0226
 ER0226.Superseded values are not recommended for survey control.
 ER0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0226.See file dsdata.txt to determine how the superseded data were derived.
 ER0226
 ER0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD460111(NAD 83)
 ER0226_MARKER: DB = BENCH MARK DISK
 ER0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0226_STAMPING: C 47 1934
 ER0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0226+STABILITY: SURFACE MOTION
 ER0226
 ER0226  HISTORY     - Date     Condition        Report By
 ER0226  HISTORY     - 1934     MONUMENTED       CGS
 ER0226  HISTORY     - 1943     GOOD             NGS
 ER0226  HISTORY     - 1971     MARK NOT FOUND   USGS
 ER0226
 ER0226                          STATION DESCRIPTION
 ER0226
 ER0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 ER0226'6.2 MI S FROM ST JOHNS.
 ER0226'6.2 MILES SOUTH ALONG U.S. HIGHWAY 260 FROM THE HIGH SCHOOL AT ST.
 ER0226'JOHNS, APACHE COUNTY, ABOUT 180 FEET NORTH OF DISTRICT SCHOOL 9, 70
 ER0226'FEET SOUTH OF A FARMHOUSE, 35 FEET WEST OF THE CENTERLINE OF THE
 ER0226'HIGHWAY, 6 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, 2
 ER0226'FEET EAST OF A TELEPHONE POLE, AND ABOUT 6 INCHES LOWER THAN THE
 ER0226'HIGHWAY.  A STANDARD DISK, STAMPED C 47 1934 AND SET IN THE TOP OF A
 ER0226'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 ER0226
 ER0226                          STATION RECOVERY (1971)
 ER0226
 ER0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ER0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1142 ***********************************************************************
 DB1142  DESIGNATION -  C 470
 DB1142  PID         -  DB1142
 DB1142  STATE/COUNTY-  AZ/YUMA
 DB1142  USGS QUAD   -  LIGURTA (1965)
 DB1142
 DB1142                         *CURRENT SURVEY CONTROL
 DB1142  ___________________________________________________________________
 DB1142* NAD 83(1986)-  32 39 46.     (N)    114 19 15.     (W)     SCALED    
 DB1142* NAVD 88     -       205.961  (meters)     675.72   (feet)  ADJUSTED  
 DB1142  ___________________________________________________________________
 DB1142  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1142  DYNAMIC HT  -         205.723 (meters)     674.94  (feet)  COMP
 DB1142  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 DB1142
 DB1142  VERT ORDER  -  FIRST     CLASS II
 DB1142
 DB1142.The horizontal coordinates were scaled from a topographic map and have
 DB1142.an estimated accuracy of +/- 6 seconds.
 DB1142
 DB1142.The orthometric height was determined by differential leveling
 DB1142.and adjusted in June 1991.
 DB1142
 DB1142.The geoid height was determined by GEOID03.
 DB1142
 DB1142.The dynamic height is computed by dividing the NAVD 88
 DB1142.geopotential number by the normal gravity value computed on the
 DB1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1142.degrees latitude (g = 980.6199 gals.).
 DB1142
 DB1142.The modeled gravity was interpolated from observed gravity values.
 DB1142
 DB1142;                    North         East    Units  Estimated Accuracy
 DB1142;SPC AZ W     -   184,510.      159,820.      MT  (+/- 180 meters Scaled)
 DB1142
 DB1142                          SUPERSEDED SURVEY CONTROL
 DB1142
 DB1142.No superseded survey control is available for this station.
 DB1142
 DB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS512170(NAD 83)
 DB1142_MARKER: DB = BENCH MARK DISK
 DB1142_SETTING: 66 = SET IN ROCK OUTCROP
 DB1142_SP_SET: ROCK OUTCROP
 DB1142_STAMPING: C 470 1981
 DB1142_MARK LOGO: NGS   
 DB1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1142+STABILITY: POSITION/ELEVATION WELL
 DB1142
 DB1142  HISTORY     - Date     Condition        Report By
 DB1142  HISTORY     - 1981     MONUMENTED       NGS
 DB1142  HISTORY     - 1990     GOOD             USPSQD
 DB1142
 DB1142                          STATION DESCRIPTION
 DB1142
 DB1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1142'29.3 KM (18.2 MI) SE FROM YUMA.
 DB1142'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1142'4TH AVENUE IN YUMA, THENCE 12.3 KM (7.7 MI) SOUTHEAST ALONG THE EAST-
 DB1142'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.3 KM (0.2 MI) WEST OF
 DB1142'INTERSTATE MILEPOST 20, AT A POWER LINE CROSSING, SET IN TOP OF A ROCK
 DB1142'OUTCROP AT THE WEST EDGE OF THE SOUTH END OF A LARGE ROCK CUT, 10.4 M
 DB1142'(34.0 FT) EAST OF THE CENTERLINE OF THE EAST-BOUND LANES, 12.5 M
 DB1142'(41.0 FT) NORTH OF THE WEST LEG OF A SIGN READING -DOME VALLEY 3/4
 DB1142'MILE-, 7.9 M (26.0 FT) NORTH OF THE SOUTH END OF THE CUT, 6.4 M
 DB1142'21.0 FT) NORTHEAST OF THE SOUTH END OF A CHAIN LINK FENCE.
 DB1142'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DB1142'THE MARK IS 0.9 M ABOVE THE EAST-BOUND LANES.
 DB1142
 DB1142                          STATION RECOVERY (1990)
 DB1142
 DB1142'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0135 ***********************************************************************
 CH0135  DESIGNATION -  C 471
 CH0135  PID         -  CH0135
 CH0135  STATE/COUNTY-  AZ/PIMA
 CH0135  USGS QUAD   -  LUKEVILLE (1988)
 CH0135
 CH0135                         *CURRENT SURVEY CONTROL
 CH0135  ___________________________________________________________________
 CH0135* NAD 83(1986)-  31 59 39.     (N)    112 48 20.     (W)     SCALED    
 CH0135* NAVD 88     -       543.828  (meters)    1784.21   (feet)  ADJUSTED  
 CH0135  ___________________________________________________________________
 CH0135  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 CH0135  DYNAMIC HT  -         543.117 (meters)    1781.88  (feet)  COMP
 CH0135  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 CH0135
 CH0135  VERT ORDER  -  FIRST     CLASS II
 CH0135
 CH0135.The horizontal coordinates were scaled from a topographic map and have
 CH0135.an estimated accuracy of +/- 6 seconds.
 CH0135
 CH0135.The orthometric height was determined by differential leveling
 CH0135.and adjusted in June 1991.
 CH0135
 CH0135.The geoid height was determined by GEOID03.
 CH0135
 CH0135.The dynamic height is computed by dividing the NAVD 88
 CH0135.geopotential number by the normal gravity value computed on the
 CH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0135.degrees latitude (g = 980.6199 gals.).
 CH0135
 CH0135.The modeled gravity was interpolated from observed gravity values.
 CH0135
 CH0135;                    North         East    Units  Estimated Accuracy
 CH0135;SPC AZ C     -   110,570.      129,370.      MT  (+/- 180 meters Scaled)
 CH0135
 CH0135                          SUPERSEDED SURVEY CONTROL
 CH0135
 CH0135.No superseded survey control is available for this station.
 CH0135
 CH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294412(NAD 83)
 CH0135_MARKER: DB = BENCH MARK DISK
 CH0135_SETTING: 66 = SET IN ROCK OUTCROP
 CH0135_SP_SET: ROCK OUTCROP
 CH0135_STAMPING: C 471 1981
 CH0135_MARK LOGO: NGS   
 CH0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0135+STABILITY: POSITION/ELEVATION WELL
 CH0135
 CH0135  HISTORY     - Date     Condition        Report By
 CH0135  HISTORY     - 1981     MONUMENTED       NGS
 CH0135  HISTORY     - 19941110 GOOD             USPSQD
 CH0135
 CH0135                          STATION DESCRIPTION
 CH0135
 CH0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0135'12.95 KM (8.05 MI) NE FROM LUKEVILLE.
 CH0135'12.95 KM (8.05 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST
 CH0135'OFFICE IN LUKEVILLE, 0.55 KM (0.35 MI) SOUTHWEST OF HIGHWAY MILEPOST
 CH0135'72, SET IN TOP OF A ROCK OUTCROP AT THE SOUTH END OF A ROCK HIGHWAY
 CH0135'CUT, 5.9 M (11.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 39.3 M
 CH0135'(129 FT) SOUTH OF A METAL HIGHWAY MARKER.
 CH0135'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CH0135'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 CH0135
 CH0135                          STATION RECOVERY (1994)
 CH0135
 CH0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0725 ***********************************************************************
 EU0725  DESIGNATION -  C 472
 EU0725  PID         -  EU0725
 EU0725  STATE/COUNTY-  AZ/MOHAVE
 EU0725  USGS QUAD   -  YUCCA (1970)
 EU0725
 EU0725                         *CURRENT SURVEY CONTROL
 EU0725  ___________________________________________________________________
 EU0725* NAD 83(1986)-  34 50 55.     (N)    114 07 52.     (W)     SCALED    
 EU0725* NAVD 88     -       575.389  (meters)    1887.76   (feet)  ADJUSTED  
 EU0725  ___________________________________________________________________
 EU0725  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EU0725  DYNAMIC HT  -         574.747 (meters)    1885.65  (feet)  COMP
 EU0725  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 EU0725
 EU0725  VERT ORDER  -  FIRST     CLASS II
 EU0725
 EU0725.The horizontal coordinates were scaled from a topographic map and have
 EU0725.an estimated accuracy of +/- 6 seconds.
 EU0725
 EU0725.The orthometric height was determined by differential leveling
 EU0725.and adjusted in June 1991.
 EU0725
 EU0725.The geoid height was determined by GEOID03.
 EU0725
 EU0725.The dynamic height is computed by dividing the NAVD 88
 EU0725.geopotential number by the normal gravity value computed on the
 EU0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0725.degrees latitude (g = 980.6199 gals.).
 EU0725
 EU0725.The modeled gravity was interpolated from observed gravity values.
 EU0725
 EU0725;                    North         East    Units  Estimated Accuracy
 EU0725;SPC AZ W     -   426,860.      178,510.      MT  (+/- 180 meters Scaled)
 EU0725
 EU0725                          SUPERSEDED SURVEY CONTROL
 EU0725
 EU0725.No superseded survey control is available for this station.
 EU0725
 EU0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU623600(NAD 83)
 EU0725_MARKER: I = METAL ROD
 EU0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0725_SP_SET: STAINLESS STEEL ROD
 EU0725_STAMPING: C 472 1981
 EU0725_MARK LOGO: NGS   
 EU0725_PROJECTION: FLUSH
 EU0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0725_ROD/PIPE-DEPTH: 4.9  meters
 EU0725
 EU0725  HISTORY     - Date     Condition        Report By
 EU0725  HISTORY     - 1981     MONUMENTED       NGS
 EU0725
 EU0725                          STATION DESCRIPTION
 EU0725
 EU0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0725'3.3 KM (2.05 MI) SE FROM YUCCA.
 EU0725'3.3 KM (2.05 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0725'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE JUNCTION OF ANEGAM ROAD, ACROSS
 EU0725'THE ROAD FROM AN ABANDONED CONCRETE SLAB FOUNDATION, 13.1 METERS (43.0
 EU0725'FT) NORTH OF THE CENTERLINE OF ALAMO ROAD, 66.7 METERS (219 FT) EAST
 EU0725'OF THE EXTENDED CENTERLINE OF ANEGAM ROAD, 0.6 METERS (2.0 FT)
 EU0725'NORTHWEST OF A METAL FENCE POST WITH TWO BRACES, 0.6 METERS (2.0 FT)
 EU0725'NORTH OF A BARBED WIRE FENCE, ROD DRIVEN TO REFUSAL.
 EU0725'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EU0725'THE MARK IS 0.9 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1302 ***********************************************************************
 DU1302  DESIGNATION -  C 473
 DU1302  PID         -  DU1302
 DU1302  STATE/COUNTY-  AZ/MARICOPA
 DU1302  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU1302
 DU1302                         *CURRENT SURVEY CONTROL
 DU1302  ___________________________________________________________________
 DU1302* NAD 83(1986)-  33 33 48.     (N)    111 14 25.     (W)     SCALED    
 DU1302* NAVD 88     -       791.311  (meters)    2596.16   (feet)  ADJUSTED  
 DU1302  ___________________________________________________________________
 DU1302  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DU1302  DYNAMIC HT  -         790.292 (meters)    2592.82  (feet)  COMP
 DU1302  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 DU1302
 DU1302  VERT ORDER  -  FIRST     CLASS II
 DU1302
 DU1302.The horizontal coordinates were scaled from a topographic map and have
 DU1302.an estimated accuracy of +/- 6 seconds.
 DU1302
 DU1302.The orthometric height was determined by differential leveling
 DU1302.and adjusted in June 1991.
 DU1302
 DU1302.The geoid height was determined by GEOID03.
 DU1302
 DU1302.The dynamic height is computed by dividing the NAVD 88
 DU1302.geopotential number by the normal gravity value computed on the
 DU1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1302.degrees latitude (g = 980.6199 gals.).
 DU1302
 DU1302.The modeled gravity was interpolated from observed gravity values.
 DU1302
 DU1302;                    North         East    Units  Estimated Accuracy
 DU1302;SPC AZ C     -   284,430.      276,160.      MT  (+/- 180 meters Scaled)
 DU1302
 DU1302                          SUPERSEDED SURVEY CONTROL
 DU1302
 DU1302.No superseded survey control is available for this station.
 DU1302
 DU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC776137(NAD 83)
 DU1302_MARKER: DB = BENCH MARK DISK
 DU1302_SETTING: 80 = SET IN A BOULDER
 DU1302_SP_SET: BOULDER
 DU1302_STAMPING: C 473 1980
 DU1302_MARK LOGO: NGS   
 DU1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1302+STABILITY: POSITION/ELEVATION WELL
 DU1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1302+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU1302
 DU1302  HISTORY     - Date     Condition        Report By
 DU1302  HISTORY     - 1980     MONUMENTED       NGS
 DU1302  HISTORY     - 20040403 GOOD             USPSQD
 DU1302  HISTORY     - 20060812 GOOD             GEOCAC
 DU1302  HISTORY     - 20080716 GOOD             GEOCAC
 DU1302
 DU1302                          STATION DESCRIPTION
 DU1302
 DU1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1302'20.0 KM (12.4 MI) SW FROM ROOSEVELT.
 DU1302'20.0 KM (12.4 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU1302'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.3 KM (0.2 MI)
 DU1302'NORTHEAST OF HIGHWAY MILEPOST 229, 0.1 KM (0.05 MI) SOUTH OF THE T
 DU1302'JUNCTION OF A ROAD LEADING TO THE APACHE LAKE RESORT, ON THE NORTH
 DU1302'BANK OF A DRY WASH, IN TOP OF A 1.5 X 3 METER (5 X 10 FT) EXPOSED
 DU1302'AREA OF A MASSIVE EMBEDDED BOULDER, 27.1 METERS (89.0 FT) SOUTHEAST
 DU1302'OF THE CENTERLINE OF THE HIGHWAY, 24.1 METERS (79.0 FT) SOUTHEAST OF
 DU1302'THE TOP CENTER OF THE SOUTHEAST END OF THE NORTHEAST ONE OF FOUR
 DU1302'120-CM (48-INCH) STEEL PIPE CULVERTS UNDER THE HIGHWAY, 6.9 METERS
 DU1302'(22.5 FT) NORTHWEST OF A BARBED WIRE FENCE LINE, 5.5 METERS (18.0 FT)
 DU1302'SOUTHWEST OF THE SOUTHWEST EDGE OF A MASSIVE GRANITE BOULDER
 DU1302'PROJECTING 1.8 METERS (6.0 FT).
 DU1302'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 DU1302'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1302
 DU1302                          STATION RECOVERY (2004)
 DU1302
 DU1302'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1302'RECOVERED AS DESCRIBED
 DU1302
 DU1302                          STATION RECOVERY (2006)
 DU1302
 DU1302'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1302'RECOVERED IN GOOD CONDITION.
 DU1302
 DU1302                          STATION RECOVERY (2008)
 DU1302
 DU1302'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1302'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU1302'33 33.802 W 111
 DU1302'14.412.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1334 ***********************************************************************
 DU1334  DESIGNATION -  C 474
 DU1334  PID         -  DU1334
 DU1334  STATE/COUNTY-  AZ/MARICOPA
 DU1334  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1334
 DU1334                         *CURRENT SURVEY CONTROL
 DU1334  ___________________________________________________________________
 DU1334* NAD 83(1986)-  33 30 55.     (N)    111 41 47.     (W)     SCALED    
 DU1334* NAVD 88     -       391.344  (meters)    1283.93   (feet)  READJUSTED
 DU1334  ___________________________________________________________________
 DU1334  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1334  DYNAMIC HT  -         390.880 (meters)    1282.41  (feet)  COMP
 DU1334  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DU1334
 DU1334  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1334
 DU1334.The horizontal coordinates were scaled from a topographic map and have
 DU1334.an estimated accuracy of +/- 6 seconds.
 DU1334
 DU1334.The orthometric height was determined by differential leveling
 DU1334.and adjusted in April 1999.
 DU1334.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1334.distribution rate of 0.0 thru 1.0 mm/km.
 DU1334.The height was derived from older observations constrained to new
 DU1334.heights in a crustal motion area.  The height is approximate in
 DU1334.relation to other heights in its vicinity.
 DU1334
 DU1334.The geoid height was determined by GEOID03.
 DU1334
 DU1334.The dynamic height is computed by dividing the NAVD 88
 DU1334.geopotential number by the normal gravity value computed on the
 DU1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1334.degrees latitude (g = 980.6199 gals.).
 DU1334
 DU1334.The modeled gravity was interpolated from observed gravity values.
 DU1334
 DU1334;                    North         East    Units  Estimated Accuracy
 DU1334;SPC AZ C     -   278,920.      233,820.      MT  (+/- 180 meters Scaled)
 DU1334
 DU1334                          SUPERSEDED SURVEY CONTROL
 DU1334
 DU1334  NAVD 88 (06/15/91)  391.355  (m)         1283.97   (f) UNKNOWN     1 2
 DU1334
 DU1334.Superseded values are not recommended for survey control.
 DU1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1334.See file dsdata.txt to determine how the superseded data were derived.
 DU1334
 DU1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC353086(NAD 83)
 DU1334_MARKER: DB = BENCH MARK DISK
 DU1334_SETTING: 66 = SET IN ROCK OUTCROP
 DU1334_SP_SET: ROCK OUTCROP
 DU1334_STAMPING: C 474 1981
 DU1334_MARK LOGO: NGS   
 DU1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1334+STABILITY: POSITION/ELEVATION WELL
 DU1334
 DU1334  HISTORY     - Date     Condition        Report By
 DU1334  HISTORY     - 1981     MONUMENTED       NGS
 DU1334  HISTORY     - 20080419 MARK NOT FOUND   GEOCAC
 DU1334
 DU1334                          STATION DESCRIPTION
 DU1334
 DU1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1334'13.7 KM (8.55 MI) NE FROM BUCKHORN.
 DU1334'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1334'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.5 KILOMETERS (6.5 MILES)
 DU1334'NORTH ALONG THE BUSH HIGHWAY, THENCE 1.3 KILOMETERS (0.85 MILE) WEST
 DU1334'ALONG A GRAVEL ROAD, THENCE 0.3 KILOMETER (0.2 MILE) NORTH ALONG THE
 DU1334'GRAVEL ROAD CROSSING THE SALT RIVER BED, IN TOP OF THE
 DU1334'SOUTHWEST END OF THE EAST ONE OF TWO PROMINENT OUTCROPS IN THE BOTTOM
 DU1334'OF RIVERBED, 0.4 KILOMETER (0.25 MILE) WEST OF THE GRANITE REEF DAM,
 DU1334'13.7 METERS (45.0 FEET) WEST OF THE CENTERLINE OF THE RIVER ROAD, AND
 DU1334'2.4 METERS (7.7 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP.
 DU1334'THE MARK IS 1.8 M BELOW THE TOP OF THE OUTCROP.
 DU1334
 DU1334                          STATION RECOVERY (2008)
 DU1334
 DU1334'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1334'THE DESCRIBED OUTCROP WAS LOCATED, BUT A LARGE AMOUNT OF SEDIMENT AND
 DU1334'DEBRIS OVERLIES THE DESCRIBED LOCATION. THE MARK IS MOST LIKELY STILL
 DU1334'IN PLACE, BUT FUTURE RECOVERY TEAMS WILL NEED TO REMOVE THE
 DU1334'SUBSTANTIAL OVERBURDEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1266 ***********************************************************************
 DV1266  DESIGNATION -  C 475
 DV1266  PID         -  DV1266
 DV1266  STATE/COUNTY-  AZ/MARICOPA
 DV1266  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1266
 DV1266                         *CURRENT SURVEY CONTROL
 DV1266  ___________________________________________________________________
 DV1266* NAD 83(1986)-  33 40 55.     (N)    112 12 12.     (W)     SCALED    
 DV1266* NAVD 88     -       394.830  (meters)    1295.37   (feet)  ADJUSTED  
 DV1266  ___________________________________________________________________
 DV1266  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1266  DYNAMIC HT  -         394.373 (meters)    1293.87  (feet)  COMP
 DV1266  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 DV1266
 DV1266  VERT ORDER  -  FIRST     CLASS II
 DV1266
 DV1266.The horizontal coordinates were scaled from a topographic map and have
 DV1266.an estimated accuracy of +/- 6 seconds.
 DV1266
 DV1266.The orthometric height was determined by differential leveling
 DV1266.and adjusted in June 1991.
 DV1266
 DV1266.The geoid height was determined by GEOID03.
 DV1266
 DV1266.The dynamic height is computed by dividing the NAVD 88
 DV1266.geopotential number by the normal gravity value computed on the
 DV1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1266.degrees latitude (g = 980.6199 gals.).
 DV1266
 DV1266.The modeled gravity was interpolated from observed gravity values.
 DV1266
 DV1266;                    North         East    Units  Estimated Accuracy
 DV1266;SPC AZ C     -   297,420.      186,780.      MT  (+/- 180 meters Scaled)
 DV1266
 DV1266                          SUPERSEDED SURVEY CONTROL
 DV1266
 DV1266.No superseded survey control is available for this station.
 DV1266
 DV1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884275(NAD 83)
 DV1266_MARKER: I = METAL ROD
 DV1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1266_SP_SET: STAINLESS STEEL ROD
 DV1266_STAMPING: C 475 1981
 DV1266_MARK LOGO: NGS   
 DV1266_PROJECTION: FLUSH
 DV1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1266_ROD/PIPE-DEPTH: 3.7  meters
 DV1266
 DV1266  HISTORY     - Date     Condition        Report By
 DV1266  HISTORY     - 1981     MONUMENTED       NGS
 DV1266  HISTORY     - 1983     GOOD             AZDT
 DV1266  HISTORY     - 19990107 MARK NOT FOUND   USPSQD
 DV1266  HISTORY     - 20000109 GOOD             USPSQD
 DV1266  HISTORY     - 20060808 MARK NOT FOUND   GEOCAC
 DV1266
 DV1266                          STATION DESCRIPTION
 DV1266
 DV1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1266'31.4 KM (19.5 MI) NW FROM PHOENIX.
 DV1266'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1266'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1266'ALONG BEARDSLEY ROAD, THENCE 1.6 KM (1.0 MI) NORTH ALONG 67TH AVENUE,
 DV1266'AT THE NORTHWEST CORNER OF THE INTERSECTION OF DEER VALLEY DRIVE, 15.6
 DV1266'METERS (51 FT) WEST OF THE CENTERLINE OF THE AVENUE, 12 METERS
 DV1266'(39.4 FT) NORTH OF THE CENTERLINE OF THE DRIVE, 3.7 METERS (12 FT)
 DV1266'SOUTHWEST OF THE WEST END OF A L SHAPED HEADWALL OF A 24-INCH CONCRETE
 DV1266'PIPE CULVERT, 2.0 METERS (6.5 FT) EAST OF A POWER LINE POLE, 2.9
 DV1266'METERS (9.5 FT) WEST OF THE ANCHOR FOR A POWER LINE POLE, THE ROD WAS
 DV1266'DRIVEN TO REFUSAL AT A DEPTH OF 12 FEET.
 DV1266'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 DV1266'THE MARK IS 0.5 M ABOVE THE DRIVE.
 DV1266
 DV1266                          STATION RECOVERY (1983)
 DV1266
 DV1266'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1266'RECOVERED IN GOOD CONDITION.
 DV1266
 DV1266                          STATION RECOVERY (1999)
 DV1266
 DV1266'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1266'MARK NOT FOUND.
 DV1266
 DV1266                          STATION RECOVERY (2000)
 DV1266
 DV1266'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1266'RECOVERED IN GOOD CONDITION.
 DV1266
 DV1266                          STATION RECOVERY (2006)
 DV1266
 DV1266'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1241 ***********************************************************************
 DV1241  DESIGNATION -  C 476
 DV1241  PID         -  DV1241
 DV1241  STATE/COUNTY-  AZ/MARICOPA
 DV1241  USGS QUAD   -  COTTON CENTER (1973)
 DV1241
 DV1241                         *CURRENT SURVEY CONTROL
 DV1241  ___________________________________________________________________
 DV1241* NAD 83(1986)-  33 04 37.     (N)    112 40 00.     (W)     SCALED    
 DV1241* NAVD 88     -       213.875  (meters)     701.69   (feet)  ADJUSTED  
 DV1241  ___________________________________________________________________
 DV1241  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1241  DYNAMIC HT  -         213.626 (meters)     700.87  (feet)  COMP
 DV1241  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DV1241
 DV1241  VERT ORDER  -  FIRST     CLASS II
 DV1241
 DV1241.The horizontal coordinates were scaled from a topographic map and have
 DV1241.an estimated accuracy of +/- 6 seconds.
 DV1241
 DV1241.The orthometric height was determined by differential leveling
 DV1241.and adjusted in June 1991.
 DV1241
 DV1241.The geoid height was determined by GEOID03.
 DV1241
 DV1241.The dynamic height is computed by dividing the NAVD 88
 DV1241.geopotential number by the normal gravity value computed on the
 DV1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1241.degrees latitude (g = 980.6199 gals.).
 DV1241
 DV1241.The modeled gravity was interpolated from observed gravity values.
 DV1241
 DV1241;                    North         East    Units  Estimated Accuracy
 DV1241;SPC AZ C     -   230,530.      143,340.      MT  (+/- 180 meters Scaled)
 DV1241
 DV1241                          SUPERSEDED SURVEY CONTROL
 DV1241
 DV1241.No superseded survey control is available for this station.
 DV1241
 DV1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444610(NAD 83)
 DV1241_MARKER: DB = BENCH MARK DISK
 DV1241_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1241_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1241_STAMPING: C 476 1981
 DV1241_MARK LOGO: NGS   
 DV1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1241+STABILITY: POSITION/ELEVATION WELL
 DV1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1241+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1241
 DV1241  HISTORY     - Date     Condition        Report By
 DV1241  HISTORY     - 1981     MONUMENTED       NGS
 DV1241  HISTORY     - 20060128 GOOD             USPSQD
 DV1241  HISTORY     - 20060129 GOOD             USPSQD
 DV1241  HISTORY     - 20070417 GOOD             GEOCAC
 DV1241
 DV1241                          STATION DESCRIPTION
 DV1241
 DV1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1241'16.3 KM (10.1 MI) NORTH FROM GILA BEND.
 DV1241'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1241'STATION AT GILA BEND, THENCE 15.0 KM (9.3 MI) NORTH ALONG THE
 DV1241'ARLINGTON-HASSAYAMPA ROAD, AT A DEEP WATER WELL IRRIGATION PUMP,
 DV1241'IN TOP OF THE NORTHWEST CORNER OF THE 6 BY 6 FOOT CONCRETE PAD WHICH
 DV1241'IS ATTACHED TO THE WELL CASING, 0.5 KM (0.3 MI) NORTH OF A GROVE
 DV1241'OF LARGE SALT CEDARS, 23.2 METERS (76 FT) WEST OF THE CENTERLINE
 DV1241'OF THE ROAD, 13.6 METERS (44.6 FT) SOUTHWEST OF POWER LINE POLE
 DV1241'5-12, 3.9 METERS (12.8 FT) SOUTH OF THE SOUTH POLE OF A 2 POLE
 DV1241'STRUCTURE BEARING 3 TRANSFORMERS, 0.85 METER (1.8 FT) NORTHWEST
 DV1241'OF THE CENTER OF THE PUMP, 0.35 METER (1.2 FT) EAST OF THE WEST EDGE
 DV1241'OF THE PAD, 0.3 METER (1.0 FT) SOUTH OF THE NORTH EDGE OF THE PAD.
 DV1241'THE MARK IS 0.6 M BELOW THE ROAD.
 DV1241
 DV1241                          STATION RECOVERY (2006)
 DV1241
 DV1241'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1241'RECOVERED AS DESCRIBED.
 DV1241
 DV1241                          STATION RECOVERY (2006)
 DV1241
 DV1241'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1241'RECOVERED AS DESCRIBED.
 DV1241
 DV1241                          STATION RECOVERY (2007)
 DV1241
 DV1241'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1367 ***********************************************************************
 DV1367  DESIGNATION -  C 477
 DV1367  PID         -  DV1367
 DV1367  STATE/COUNTY-  AZ/LA PAZ
 DV1367  USGS QUAD   -  SOCORRO MINE (1990)
 DV1367
 DV1367                         *CURRENT SURVEY CONTROL
 DV1367  ___________________________________________________________________
 DV1367* NAD 83(1986)-  33 38 55.     (N)    113 22 38.     (W)     SCALED    
 DV1367* NAVD 88     -       457.972  (meters)    1502.53   (feet)  ADJUSTED  
 DV1367  ___________________________________________________________________
 DV1367  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1367  DYNAMIC HT  -         457.433 (meters)    1500.76  (feet)  COMP
 DV1367  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 DV1367
 DV1367  VERT ORDER  -  FIRST     CLASS II
 DV1367
 DV1367.The horizontal coordinates were scaled from a topographic map and have
 DV1367.an estimated accuracy of +/- 6 seconds.
 DV1367
 DV1367.The orthometric height was determined by differential leveling
 DV1367.and adjusted in June 1991.
 DV1367
 DV1367.The geoid height was determined by GEOID03.
 DV1367
 DV1367.The dynamic height is computed by dividing the NAVD 88
 DV1367.geopotential number by the normal gravity value computed on the
 DV1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1367.degrees latitude (g = 980.6199 gals.).
 DV1367
 DV1367.The modeled gravity was interpolated from observed gravity values.
 DV1367
 DV1367;                    North         East    Units  Estimated Accuracy
 DV1367;SPC AZ W     -   293,750.      247,940.      MT  (+/- 180 meters Scaled)
 DV1367
 DV1367                          SUPERSEDED SURVEY CONTROL
 DV1367
 DV1367.No superseded survey control is available for this station.
 DV1367
 DV1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC795257(NAD 83)
 DV1367_MARKER: I = METAL ROD
 DV1367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1367_SP_SET: STAINLESS STEEL ROD
 DV1367_STAMPING: C 477 1981
 DV1367_MARK LOGO: NGS   
 DV1367_PROJECTION: FLUSH
 DV1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1367_ROD/PIPE-DEPTH: 7.3  meters
 DV1367
 DV1367  HISTORY     - Date     Condition        Report By
 DV1367  HISTORY     - 1981     MONUMENTED       NGS
 DV1367  HISTORY     - 20060519 GOOD             GEOCAC
 DV1367
 DV1367                          STATION DESCRIPTION
 DV1367
 DV1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1367'27.3 KM (16.95 MI) SE FROM SALOME.
 DV1367'27.3 KM (16.95 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF
 DV1367'US HIGHWAY 60 AT SALOME, 1.1 KM (0.7 MI) NORTHWEST OF BELL TELEPHONE
 DV1367'SUB-STATION 10.5, 1.0 KM (0.6 MI) SOUTHWEST OF THE SOUTHEAST END OF
 DV1367'THE LOW RIDGE OF HILLS TO THE NORTHEAST, 16.5 METERS (54 FT) NORTHEAST
 DV1367'OF THE CENTERLINE OF THE ROAD.
 DV1367'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1367'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1367
 DV1367                          STATION RECOVERY (2006)
 DV1367
 DV1367'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1367'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES OF
 DV1367' 
 DV1367'33 38 54.30 (N)   113 22 37.38 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1410 ***********************************************************************
 DV1410  DESIGNATION -  C 478
 DV1410  PID         -  DV1410
 DV1410  STATE/COUNTY-  AZ/LA PAZ
 DV1410  USGS QUAD   -  HOPE (1990)
 DV1410
 DV1410                         *CURRENT SURVEY CONTROL
 DV1410  ___________________________________________________________________
 DV1410* NAD 83(1986)-  33 43 56.     (N)    113 40 42.     (W)     SCALED    
 DV1410* NAVD 88     -       530.478  (meters)    1740.41   (feet)  ADJUSTED  
 DV1410  ___________________________________________________________________
 DV1410  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV1410  DYNAMIC HT  -         529.862 (meters)    1738.39  (feet)  COMP
 DV1410  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1410
 DV1410  VERT ORDER  -  FIRST     CLASS II
 DV1410
 DV1410.The horizontal coordinates were scaled from a topographic map and have
 DV1410.an estimated accuracy of +/- 6 seconds.
 DV1410
 DV1410.The orthometric height was determined by differential leveling
 DV1410.and adjusted in June 1991.
 DV1410
 DV1410.The geoid height was determined by GEOID03.
 DV1410
 DV1410.The dynamic height is computed by dividing the NAVD 88
 DV1410.geopotential number by the normal gravity value computed on the
 DV1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1410.degrees latitude (g = 980.6199 gals.).
 DV1410
 DV1410.The modeled gravity was interpolated from observed gravity values.
 DV1410
 DV1410;                    North         East    Units  Estimated Accuracy
 DV1410;SPC AZ W     -   302,970.      220,000.      MT  (+/- 180 meters Scaled)
 DV1410
 DV1410                          SUPERSEDED SURVEY CONTROL
 DV1410
 DV1410.No superseded survey control is available for this station.
 DV1410
 DV1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC518356(NAD 83)
 DV1410_MARKER: DB = BENCH MARK DISK
 DV1410_SETTING: 66 = SET IN ROCK OUTCROP
 DV1410_SP_SET: ROCK OUTCROP
 DV1410_STAMPING: C 478 1981
 DV1410_MARK LOGO: NGS   
 DV1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1410+STABILITY: POSITION/ELEVATION WELL
 DV1410
 DV1410  HISTORY     - Date     Condition        Report By
 DV1410  HISTORY     - 1981     MONUMENTED       NGS
 DV1410
 DV1410                          STATION DESCRIPTION
 DV1410
 DV1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1410'8.8 KM (5.5 MI) SW FROM SALOME.
 DV1410'8.8 KM (5.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1410'SALOME ROAD IN SALOME, 0.3 KM (0.2 MI) NORTH-NORTHEAST OF HIGHWAY
 DV1410'MILEPOST 51 AND THE NORTHEAST END OF A HIGHWAY CURVE, SET IN A MASSIVE
 DV1410'GRANITE OUTCROP AT THE SOUTH BASE OF THE NORTHEAST ONE OF TWO SMALL
 DV1410'KNOLLS, 77.8 METERS (255 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DV1410'HIGHWAY, 134.4 METERS (440 FT) NORTH OF THE NORTH CORNER OF A WHITE
 DV1410'CINDER BLOCK SUBSTATION BUILDING FOR THE UNDERGROUND TELEPHONE CABLE
 DV1410'STATION NUMBER 7 1/2, 106.0 METERS (348 FT) NORTHEAST OF THE
 DV1410'CENTERLINE OF A DIRT ROAD LEADING SOUTH TO THE BUILDING, 28.0 METERS
 DV1410'(92.0 FT) EAST OF THE CENTER OF THE SADDLE BETWEEN THE KNOLLS, 19.2
 DV1410'METERS (63.0 FT) NORTHWEST OF THE CENTERLINE OF A DRY WASH AT THE
 DV1410'SOUTHEAST EDGE OF THE KNOLL.
 DV1410'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 DV1410'THE MARK IS 5.5 M BELOW THE TOP OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1304 ***********************************************************************
 DW1304  DESIGNATION -  C 479
 DW1304  PID         -  DW1304
 DW1304  STATE/COUNTY-  AZ/LA PAZ
 DW1304  USGS QUAD   -  QUARTZSITE (1990)
 DW1304
 DW1304                         *CURRENT SURVEY CONTROL
 DW1304  ___________________________________________________________________
 DW1304* NAD 83(1986)-  33 39 40.     (N)    114 13 51.     (W)     SCALED    
 DW1304* NAVD 88     -       271.034  (meters)     889.22   (feet)  ADJUSTED  
 DW1304  ___________________________________________________________________
 DW1304  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DW1304  DYNAMIC HT  -         270.731 (meters)     888.22  (feet)  COMP
 DW1304  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 DW1304
 DW1304  VERT ORDER  -  FIRST     CLASS II
 DW1304
 DW1304.The horizontal coordinates were scaled from a topographic map and have
 DW1304.an estimated accuracy of +/- 6 seconds.
 DW1304
 DW1304.The orthometric height was determined by differential leveling
 DW1304.and adjusted in June 1991.
 DW1304
 DW1304.The geoid height was determined by GEOID03.
 DW1304
 DW1304.The dynamic height is computed by dividing the NAVD 88
 DW1304.geopotential number by the normal gravity value computed on the
 DW1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1304.degrees latitude (g = 980.6199 gals.).
 DW1304
 DW1304.The modeled gravity was interpolated from observed gravity values.
 DW1304
 DW1304;                    North         East    Units  Estimated Accuracy
 DW1304;SPC AZ W     -   295,180.      168,770.      MT  (+/- 180 meters Scaled)
 DW1304
 DW1304                          SUPERSEDED SURVEY CONTROL
 DW1304
 DW1304.No superseded survey control is available for this station.
 DW1304
 DW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT567280(NAD 83)
 DW1304_MARKER: DB = BENCH MARK DISK
 DW1304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1304_SP_SET: BRIDGE PIER
 DW1304_STAMPING: C 479 1981
 DW1304_MARK LOGO: NGS   
 DW1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1304
 DW1304  HISTORY     - Date     Condition        Report By
 DW1304  HISTORY     - 1981     MONUMENTED       NGS
 DW1304
 DW1304                          STATION DESCRIPTION
 DW1304
 DW1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1304'1.3 KM (0.8 MI) WEST FROM QUARTZSITE.
 DW1304'1.3 KM (0.8 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1304'95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY MILEPOST
 DW1304'18, SET VERTICALLY IN THE NORTH FACE OF THE CENTER PIER FOR A
 DW1304'PEDESTRIAN BRIDGE OVER THE INTERSTATE, 16.0 METERS (52.5 FT) SOUTH OF
 DW1304'THE CENTERLINE OF THE WEST-BOUND LANES, 1.1 METERS (3.6 FT) WEST OF
 DW1304'THE EAST END OF THE PIER, 1.5 METERS (5.0 FT) ABOVE THE GROUND.
 DW1304'THE MARK IS 0.6 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1484 ***********************************************************************
 DV1484  DESIGNATION -  C 480
 DV1484  PID         -  DV1484
 DV1484  STATE/COUNTY-  AZ/LA PAZ
 DV1484  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1484
 DV1484                         *CURRENT SURVEY CONTROL
 DV1484  ___________________________________________________________________
 DV1484* NAD 83(1986)-  33 56 31.     (N)    113 32 50.     (W)     SCALED    
 DV1484* NAVD 88     -       743.090  (meters)    2437.95   (feet)  ADJUSTED  
 DV1484  ___________________________________________________________________
 DV1484  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV1484  DYNAMIC HT  -         742.211 (meters)    2435.07  (feet)  COMP
 DV1484  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 DV1484  OBS GRAVITY -     979,427.4   (mgal)                       GRAV_OBS
 DV1484
 DV1484  VERT ORDER  -  FIRST     CLASS II
 DV1484
 DV1484.The horizontal coordinates were scaled from a topographic map and have
 DV1484.an estimated accuracy of +/- 6 seconds.
 DV1484
 DV1484.The orthometric height was determined by differential leveling
 DV1484.and adjusted in June 1991.
 DV1484
 DV1484.The geoid height was determined by GEOID03.
 DV1484
 DV1484.The dynamic height is computed by dividing the NAVD 88
 DV1484.geopotential number by the normal gravity value computed on the
 DV1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1484.degrees latitude (g = 980.6199 gals.).
 DV1484
 DV1484.The modeled gravity was interpolated from observed gravity values.
 DV1484.The observed gravity was obtained from relative gravimeter ties
 DV1484.to the IGSN71 gravity network.
 DV1484
 DV1484;                    North         East    Units  Estimated Accuracy
 DV1484;SPC AZ W     -   326,240.      232,110.      MT  (+/- 180 meters Scaled)
 DV1484
 DV1484                          SUPERSEDED SURVEY CONTROL
 DV1484
 DV1484.No superseded survey control is available for this station.
 DV1484
 DV1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC645586(NAD 83)
 DV1484_MARKER: I = METAL ROD
 DV1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1484_SP_SET: STAINLESS STEEL ROD
 DV1484_STAMPING: C 480 1981
 DV1484_MARK LOGO: NGS   
 DV1484_PROJECTION: FLUSH
 DV1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1484+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1484_ROD/PIPE-DEPTH: 2.1  meters
 DV1484
 DV1484  HISTORY     - Date     Condition        Report By
 DV1484  HISTORY     - 1981     MONUMENTED       NGS
 DV1484  HISTORY     - 19990306 GOOD             USPSQD
 DV1484  HISTORY     - 20070210 GOOD             USPSQD
 DV1484
 DV1484                          STATION DESCRIPTION
 DV1484
 DV1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1484'13.8 KM (8.6 MI) NORTH FROM WENDEN.
 DV1484'13.8 KM (8.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1484'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, IN LINE WITH THE SEVENTH POWER
 DV1484'TOWER SOUTHWEST OF WHERE THE LINES CROSS THE ROAD AND THE THIRD
 DV1484'MOUNTAIN PEAK SOUTHEAST OF THE NORTHEAST END OF THE HARQUAHALA
 DV1484'MOUNTAIN RANGE, APPROXIMATELY 1.0 KM (0.6 MI) WEST CROSS-COUNTRY FROM
 DV1484'THE FOURTH TOWER SOUTHEAST OF THE LINE CROSSING, 15.2 METERS (50.0 FT)
 DV1484'EAST OF THE CENTERLINE OF THE ROAD.
 DV1484'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 DV1484'THE MARK IS 0.3 M BELOW THE ROAD CENTERLINE.
 DV1484
 DV1484                          STATION RECOVERY (1999)
 DV1484
 DV1484'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1484'RECOVERED IN GOOD CONDITION.
 DV1484
 DV1484                          STATION RECOVERY (2007)
 DV1484
 DV1484'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1484'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0774 ***********************************************************************
 ET0774  DESIGNATION -  C 481
 ET0774  PID         -  ET0774
 ET0774  STATE/COUNTY-  AZ/LA PAZ
 ET0774  USGS QUAD   -  ALAMO DAM (1990)
 ET0774
 ET0774                         *CURRENT SURVEY CONTROL
 ET0774  ___________________________________________________________________
 ET0774* NAD 83(1986)-  34 13 44.     (N)    113 35 37.     (W)     SCALED    
 ET0774* NAVD 88     -       391.489  (meters)    1284.41   (feet)  ADJUSTED  
 ET0774  ___________________________________________________________________
 ET0774  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ET0774  DYNAMIC HT  -         391.055 (meters)    1282.99  (feet)  COMP
 ET0774  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 ET0774  OBS GRAVITY -     979,517.6   (mgal)                       GRAV_OBS
 ET0774
 ET0774  VERT ORDER  -  FIRST     CLASS II
 ET0774
 ET0774.The horizontal coordinates were scaled from a topographic map and have
 ET0774.an estimated accuracy of +/- 6 seconds.
 ET0774
 ET0774.The orthometric height was determined by differential leveling
 ET0774.and adjusted in June 1991.
 ET0774
 ET0774.The geoid height was determined by GEOID03.
 ET0774
 ET0774.The dynamic height is computed by dividing the NAVD 88
 ET0774.geopotential number by the normal gravity value computed on the
 ET0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0774.degrees latitude (g = 980.6199 gals.).
 ET0774
 ET0774.The modeled gravity was interpolated from observed gravity values.
 ET0774.The observed gravity was obtained from relative gravimeter ties
 ET0774.to the IGSN71 gravity network.
 ET0774
 ET0774;                    North         East    Units  Estimated Accuracy
 ET0774;SPC AZ W     -   358,060.      227,770.      MT  (+/- 180 meters Scaled)
 ET0774
 ET0774                          SUPERSEDED SURVEY CONTROL
 ET0774
 ET0774.No superseded survey control is available for this station.
 ET0774
 ET0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC611905(NAD 83)
 ET0774_MARKER: DB = BENCH MARK DISK
 ET0774_SETTING: 66 = SET IN ROCK OUTCROP
 ET0774_SP_SET: ROCK OUTCROP
 ET0774_STAMPING: C 481 1981
 ET0774_MARK LOGO: NGS   
 ET0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0774+STABILITY: POSITION/ELEVATION WELL
 ET0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0774+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0774
 ET0774  HISTORY     - Date     Condition        Report By
 ET0774  HISTORY     - 1981     MONUMENTED       NGS
 ET0774  HISTORY     - 19990306 GOOD             USPSQD
 ET0774  HISTORY     - 20081016 GOOD             GEOCAC
 ET0774
 ET0774                          STATION DESCRIPTION
 ET0774
 ET0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0774'1.0 KM (0.6 MI) SE FROM ALAMO LAKE.
 ET0774'1.0 KM (0.6 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0774'SOUTHEAST END OF THE ALAMO DAM, 0.25 KM (0.15 MI) EAST OF THE JUNCTION
 ET0774'OF A PAVED ROAD LEADING TO THE BILL WILLIAMS OVERLOOK AREA, ON THE
 ET0774'INSIDE OF THE SOUTHWEST END OF A BROAD HAIRPIN CURVE, SET IN TOP OF A
 ET0774'ROCK OUTCROP AT THE SOUTHWEST END OF A ROCK CUT, 4.6 METERS (15.0 FT)
 ET0774'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 34.5 METERS (113 FT)
 ET0774'EAST-NORTHEAST OF THE CENTER LINE OF A MACADAM CURB DRAIN WITH A
 ET0774'12-INCH STEEL PIPE CULVERT, 24.6 METERS (80.7 FT) EAST ACROSS THE
 ET0774'HIGHWAY FROM THE SOUTHWEST END OF A GALVANIZED STEEL GUARDRAIL, 15.6
 ET0774'METERS (51.0 FT) EAST-NORTHEAST OF THE SOUTHWEST END OF THE CUT, 4.3
 ET0774'METERS (14.0 FT) EAST-NORTHEAST OF THE CENTER OF AN 8 X 10 FOOT
 ET0774'SMOOTH-FACED VERTICAL ROCK.
 ET0774'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 ET0774'THE MARK IS 0.9 M ABOVE THE ROAD CENTERLINE.
 ET0774
 ET0774                          STATION RECOVERY (1999)
 ET0774
 ET0774'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0774'RECOVERED IN GOOD CONDITION.
 ET0774
 ET0774                          STATION RECOVERY (2008)
 ET0774
 ET0774'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0774'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0774' 
 ET0774'N 34 13.963'  W 113 35.597'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0799 ***********************************************************************
 ET0799  DESIGNATION -  C 482
 ET0799  PID         -  ET0799
 ET0799  STATE/COUNTY-  AZ/MOHAVE
 ET0799  USGS QUAD   -  SIGNAL (1990)
 ET0799
 ET0799                         *CURRENT SURVEY CONTROL
 ET0799  ___________________________________________________________________
 ET0799* NAD 83(1986)-  34 23 05.     (N)    113 43 11.     (W)     SCALED    
 ET0799* NAVD 88     -       748.765  (meters)    2456.57   (feet)  ADJUSTED  
 ET0799  ___________________________________________________________________
 ET0799  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ET0799  DYNAMIC HT  -         747.885 (meters)    2453.69  (feet)  COMP
 ET0799  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 ET0799
 ET0799  VERT ORDER  -  FIRST     CLASS II
 ET0799
 ET0799.The horizontal coordinates were scaled from a topographic map and have
 ET0799.an estimated accuracy of +/- 6 seconds.
 ET0799
 ET0799.The orthometric height was determined by differential leveling
 ET0799.and adjusted in June 1991.
 ET0799
 ET0799.The geoid height was determined by GEOID03.
 ET0799
 ET0799.The dynamic height is computed by dividing the NAVD 88
 ET0799.geopotential number by the normal gravity value computed on the
 ET0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0799.degrees latitude (g = 980.6199 gals.).
 ET0799
 ET0799.The modeled gravity was interpolated from observed gravity values.
 ET0799
 ET0799;                    North         East    Units  Estimated Accuracy
 ET0799;SPC AZ W     -   375,340.      216,140.      MT  (+/- 180 meters Scaled)
 ET0799
 ET0799                          SUPERSEDED SURVEY CONTROL
 ET0799
 ET0799.No superseded survey control is available for this station.
 ET0799
 ET0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD499081(NAD 83)
 ET0799_MARKER: DB = BENCH MARK DISK
 ET0799_SETTING: 66 = SET IN ROCK OUTCROP
 ET0799_SP_SET: ROCK OUTCROP
 ET0799_STAMPING: C 482 1981
 ET0799_MARK LOGO: NGS   
 ET0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0799+STABILITY: POSITION/ELEVATION WELL
 ET0799
 ET0799  HISTORY     - Date     Condition        Report By
 ET0799  HISTORY     - 1981     MONUMENTED       NGS
 ET0799
 ET0799                          STATION DESCRIPTION
 ET0799
 ET0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0799'73.6 KM (45.7 MI) SE FROM YUCCA.
 ET0799'73.6 KM (45.7 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0799'INTERSTATE HIGHWAY 40 IN YUCCA, 0.1 KM (0.05 MI) SOUTH OF THE NORTH
 ET0799'END OF A VOLCANIC ROCK RIDGE, SET IN TOP OF A 4 X 3 FOOT BLACK
 ET0799'VOLCANIC ROCK OUTCROP, 42.7 METERS (140 FT) EAST OF THE CENTERLINE OF
 ET0799'THE ROAD, 60.3 METERS (198 FT) NORTHEAST OF THE SUMMIT OF A ROAD GRADE
 ET0799'IN A SADDLE, 4.5 METERS (15.0 FT) BELOW THE TOP OF THE ROCK RIDGE.
 ET0799'THE MARK IS 1.6 METERS  NNE FROM A WITNESS POST.
 ET0799'THE MARK IS 1.2 M ABOVE THE ROAD AT THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0907 ***********************************************************************
 FS0907  DESIGNATION -  C 484
 FS0907  PID         -  FS0907
 FS0907  STATE/COUNTY-  AZ/MOHAVE
 FS0907  USGS QUAD   -  KINGMAN (1980)
 FS0907
 FS0907                         *CURRENT SURVEY CONTROL
 FS0907  ___________________________________________________________________
 FS0907* NAD 83(1986)-  35 11 00.     (N)    114 03 49.     (W)     SCALED    
 FS0907* NAVD 88     -      1007.639  (meters)    3305.90   (feet)  ADJUSTED  
 FS0907  ___________________________________________________________________
 FS0907  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0907  DYNAMIC HT  -        1006.458 (meters)    3302.02  (feet)  COMP
 FS0907  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 FS0907
 FS0907  VERT ORDER  -  FIRST     CLASS II
 FS0907
 FS0907.The horizontal coordinates were scaled from a topographic map and have
 FS0907.an estimated accuracy of +/- 6 seconds.
 FS0907
 FS0907.The orthometric height was determined by differential leveling
 FS0907.and adjusted in June 1991.
 FS0907
 FS0907.The geoid height was determined by GEOID03.
 FS0907
 FS0907.The dynamic height is computed by dividing the NAVD 88
 FS0907.geopotential number by the normal gravity value computed on the
 FS0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0907.degrees latitude (g = 980.6199 gals.).
 FS0907
 FS0907.The modeled gravity was interpolated from observed gravity values.
 FS0907
 FS0907;                    North         East    Units  Estimated Accuracy
 FS0907;SPC AZ W     -   463,970.      184,800.      MT  (+/- 180 meters Scaled)
 FS0907
 FS0907                          SUPERSEDED SURVEY CONTROL
 FS0907
 FS0907.No superseded survey control is available for this station.
 FS0907
 FS0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU673973(NAD 83)
 FS0907_MARKER: DB = BENCH MARK DISK
 FS0907_SETTING: 66 = SET IN ROCK OUTCROP
 FS0907_SP_SET: ROCK OUTCROP
 FS0907_STAMPING: C 484 1981
 FS0907_MARK LOGO: NGS   
 FS0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0907+STABILITY: POSITION/ELEVATION WELL
 FS0907
 FS0907  HISTORY     - Date     Condition        Report By
 FS0907  HISTORY     - UNK      MONUMENTED
 FS0907  HISTORY     - 1982     GOOD             NGS
 FS0907  HISTORY     - 1982     GOOD             NGS
 FS0907
 FS0907                          STATION DESCRIPTION
 FS0907
 FS0907'DESCRIBED UNK
 FS0907'1.8 KM (1.1 MI) SOUTH FROM KINGMAN.
 FS0907'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0907'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 1.0 KM (0.6 MI) SOUTH ALONG
 FS0907'OLD US HIGHWAY 66, IN TOP OF A MASSIVE OUTCROP IN A SMALL RAVINE
 FS0907'BETWEEN TWO HIGHWAY ROCK CUTS, WEST OF AND ACROSS A WASH AND THE
 FS0907'HIGHWAY FROM THE NORTH END OF A STEEL RAILROAD BRIDGE, 18.3 METERS
 FS0907'(60 FT) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 18.3 METERS
 FS0907'(60 FT) SOUTHWEST OF THE SOUTH END OF A HIGHWAY CUT, 21 METERS
 FS0907'(69 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD LEADING WEST UPHILL,
 FS0907'14 METERS (46 FT) EAST OF A WIRE FENCE.
 FS0907'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0907'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 FS0907
 FS0907                          STATION RECOVERY (1982)
 FS0907
 FS0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0907'RECOVERED IN GOOD CONDITION.
 FS0907
 FS0907                          STATION RECOVERY (1982)
 FS0907
 FS0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0774 ***********************************************************************
 EU0774  DESIGNATION -  C 485
 EU0774  PID         -  EU0774
 EU0774  STATE/COUNTY-  AZ/MOHAVE
 EU0774  USGS QUAD   -  FRANCONIA (1970)
 EU0774
 EU0774                         *CURRENT SURVEY CONTROL
 EU0774  ___________________________________________________________________
 EU0774* NAD 83(1986)-  34 43 49.     (N)    114 17 40.     (W)     SCALED    
 EU0774* NAVD 88     -       315.691  (meters)    1035.73   (feet)  ADJUSTED  
 EU0774  ___________________________________________________________________
 EU0774  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 EU0774  DYNAMIC HT  -         315.355 (meters)    1034.63  (feet)  COMP
 EU0774  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 EU0774
 EU0774  VERT ORDER  -  FIRST     CLASS II
 EU0774
 EU0774.The horizontal coordinates were scaled from a topographic map and have
 EU0774.an estimated accuracy of +/- 6 seconds.
 EU0774
 EU0774.The orthometric height was determined by differential leveling
 EU0774.and adjusted in June 1991.
 EU0774
 EU0774.The geoid height was determined by GEOID03.
 EU0774
 EU0774.The dynamic height is computed by dividing the NAVD 88
 EU0774.geopotential number by the normal gravity value computed on the
 EU0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0774.degrees latitude (g = 980.6199 gals.).
 EU0774
 EU0774.The modeled gravity was interpolated from observed gravity values.
 EU0774
 EU0774;                    North         East    Units  Estimated Accuracy
 EU0774;SPC AZ W     -   413,800.      163,500.      MT  (+/- 180 meters Scaled)
 EU0774
 EU0774                          SUPERSEDED SURVEY CONTROL
 EU0774
 EU0774.No superseded survey control is available for this station.
 EU0774
 EU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU477464(NAD 83)
 EU0774_MARKER: DB = BENCH MARK DISK
 EU0774_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0774_SP_SET: ABUTMENT
 EU0774_STAMPING: C 485 1981
 EU0774_MARK LOGO: NGS   
 EU0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0774
 EU0774  HISTORY     - Date     Condition        Report By
 EU0774  HISTORY     - 1981     MONUMENTED       NGS
 EU0774
 EU0774                          STATION DESCRIPTION
 EU0774
 EU0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0774'17.55 KM (10.95 MI) NE FROM TOPOCK.
 EU0774'17.55 KM (10.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 EU0774'EAST END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN TOP OF THE SOUTH
 EU0774'END OF THE WEST ABUTMENT OF THE WEST BOUND TRAFFIC LANES BRIDGE OVER A
 EU0774'DRY WASH, 0.1 KM (0.05 MI) EAST OF MILEPOST 11, 5.8 METERS (19 FT)
 EU0774'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0774'THE MARK IS 1.0 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0919 ***********************************************************************
 FS0919  DESIGNATION -  C 486
 FS0919  PID         -  FS0919
 FS0919  STATE/COUNTY-  AZ/MOHAVE
 FS0919  USGS QUAD   -  KINGMAN (1980)
 FS0919
 FS0919                         *CURRENT SURVEY CONTROL
 FS0919  ___________________________________________________________________
 FS0919* NAD 83(1986)-  35 13 11.     (N)    114 07 16.     (W)     SCALED    
 FS0919* NAVD 88     -      1040.755  (meters)    3414.54   (feet)  ADJUSTED  
 FS0919  ___________________________________________________________________
 FS0919  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FS0919  DYNAMIC HT  -        1039.540 (meters)    3410.56  (feet)  COMP
 FS0919  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 FS0919  OBS GRAVITY -     979,431.0   (mgal)                       GRAV_OBS
 FS0919
 FS0919  VERT ORDER  -  FIRST     CLASS II
 FS0919
 FS0919.The horizontal coordinates were scaled from a topographic map and have
 FS0919.an estimated accuracy of +/- 6 seconds.
 FS0919
 FS0919.The orthometric height was determined by differential leveling
 FS0919.and adjusted in June 1991.
 FS0919
 FS0919.The geoid height was determined by GEOID03.
 FS0919
 FS0919.The dynamic height is computed by dividing the NAVD 88
 FS0919.geopotential number by the normal gravity value computed on the
 FS0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0919.degrees latitude (g = 980.6199 gals.).
 FS0919
 FS0919.The modeled gravity was interpolated from observed gravity values.
 FS0919.The observed gravity was obtained from relative gravimeter ties
 FS0919.to the IGSN71 gravity network.
 FS0919
 FS0919;                    North         East    Units  Estimated Accuracy
 FS0919;SPC AZ W     -   468,030.      179,580.      MT  (+/- 180 meters Scaled)
 FS0919
 FS0919                          SUPERSEDED SURVEY CONTROL
 FS0919
 FS0919.No superseded survey control is available for this station.
 FS0919
 FS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV620012(NAD 83)
 FS0919_MARKER: DB = BENCH MARK DISK
 FS0919_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0919_SP_SET: HEADWALL
 FS0919_STAMPING: C 486 1982
 FS0919_MARK LOGO: NGS   
 FS0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0919
 FS0919  HISTORY     - Date     Condition        Report By
 FS0919  HISTORY     - 1982     MONUMENTED       NGS
 FS0919
 FS0919                          STATION DESCRIPTION
 FS0919
 FS0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0919'6.1 KM (3.8 MI) NW FROM KINGMAN.
 FS0919'6.1 KM (3.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0919'HIGHWAY 40 OVERPASS IN KINGMAN, 0.3 KM (0.2 MI) SOUTHEAST OF THE Y
 FS0919'JUNCTION OF STATE HIGHWAY 68 LEADING WEST, 0.2 KM (0.1 MI) SOUTHEAST
 FS0919'OF THE STATE INSPECTION STATION, AT A TRIPLE 10 BY 10 FOOT BOX
 FS0919'CULVERT, IN TOP OF THE NORTHEAST HEADWALL 0.6 METER (2 FT) SOUTHEAST
 FS0919'OF THE NORTHWEST END, 10.6 METERS (35 FT) NORTHWEST OF THE SOUTHEAST
 FS0919'END, 7.6 METERS (25 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FS0919'2.7 METERS (9 FT) NORTHEAST OF A GUARD RAIL.
 FS0919'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0703 ***********************************************************************
 FR0703  DESIGNATION -  C 487
 FR0703  PID         -  FR0703
 FR0703  STATE/COUNTY-  AZ/MOHAVE
 FR0703  USGS QUAD   -  VALENTINE (1980)
 FR0703
 FR0703                         *CURRENT SURVEY CONTROL
 FR0703  ___________________________________________________________________
 FR0703* NAD 83(1986)-  35 25 20.     (N)    113 38 56.     (W)     SCALED    
 FR0703* NAVD 88     -      1214.774  (meters)    3985.47   (feet)  ADJUSTED  
 FR0703  ___________________________________________________________________
 FR0703  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FR0703  DYNAMIC HT  -        1213.287 (meters)    3980.59  (feet)  COMP
 FR0703  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 FR0703
 FR0703  VERT ORDER  -  FIRST     CLASS II
 FR0703
 FR0703.The horizontal coordinates were scaled from a topographic map and have
 FR0703.an estimated accuracy of +/- 6 seconds.
 FR0703
 FR0703.The orthometric height was determined by differential leveling
 FR0703.and adjusted in June 1991.
 FR0703
 FR0703.The geoid height was determined by GEOID03.
 FR0703
 FR0703.The dynamic height is computed by dividing the NAVD 88
 FR0703.geopotential number by the normal gravity value computed on the
 FR0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0703.degrees latitude (g = 980.6199 gals.).
 FR0703
 FR0703.The modeled gravity was interpolated from observed gravity values.
 FR0703
 FR0703;                    North         East    Units  Estimated Accuracy
 FR0703;SPC AZ W     -   490,430.      222,540.      MT  (+/- 180 meters Scaled)
 FR0703
 FR0703                          SUPERSEDED SURVEY CONTROL
 FR0703
 FR0703.No superseded survey control is available for this station.
 FR0703
 FR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE595230(NAD 83)
 FR0703_MARKER: DB = BENCH MARK DISK
 FR0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0703_SP_SET: ABUTMENT
 FR0703_STAMPING: C 487 1982
 FR0703_MARK LOGO: NGS   
 FR0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0703+STABILITY: SURFACE MOTION
 FR0703
 FR0703  HISTORY     - Date     Condition        Report By
 FR0703  HISTORY     - 1982     MONUMENTED       NGS
 FR0703
 FR0703                          STATION DESCRIPTION
 FR0703
 FR0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0703'25.3 KM (15.7 MI) SW FROM PEACH SPRINGS.
 FR0703'25.3 KM (15.7 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0703'OFFICE AT PEACH SPRINGS, 0.2 KM (0.1 MILE) SOUTH OF HIGHWAY MILEPOST
 FR0703'88, IN THE SOUTH END OF THE EAST ABUTMENT OF A BRIDGE OVER A LARGE
 FR0703'WASH.
 FR0703'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0730 ***********************************************************************
 FR0730  DESIGNATION -  C 488
 FR0730  PID         -  FR0730
 FR0730  STATE/COUNTY-  AZ/COCONINO
 FR0730  USGS QUAD   -  NELSON (1967)
 FR0730
 FR0730                         *CURRENT SURVEY CONTROL
 FR0730  ___________________________________________________________________
 FR0730* NAD 83(1986)-  35 33 14.     (N)    113 19 21.     (W)     SCALED    
 FR0730* NAVD 88     -      1591.213  (meters)    5220.50   (feet)  ADJUSTED  
 FR0730  ___________________________________________________________________
 FR0730  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 FR0730  DYNAMIC HT  -        1589.177 (meters)    5213.82  (feet)  COMP
 FR0730  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 FR0730
 FR0730  VERT ORDER  -  FIRST     CLASS II
 FR0730
 FR0730.The horizontal coordinates were scaled from a topographic map and have
 FR0730.an estimated accuracy of +/- 6 seconds.
 FR0730
 FR0730.The orthometric height was determined by differential leveling
 FR0730.and adjusted in June 1991.
 FR0730
 FR0730.The geoid height was determined by GEOID03.
 FR0730
 FR0730.The dynamic height is computed by dividing the NAVD 88
 FR0730.geopotential number by the normal gravity value computed on the
 FR0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0730.degrees latitude (g = 980.6199 gals.).
 FR0730
 FR0730.The modeled gravity was interpolated from observed gravity values.
 FR0730
 FR0730;                    North         East    Units  Estimated Accuracy
 FR0730;SPC AZ C     -   505,930.       85,900.      MT  (+/- 180 meters Scaled)
 FR0730
 FR0730                          SUPERSEDED SURVEY CONTROL
 FR0730
 FR0730.No superseded survey control is available for this station.
 FR0730
 FR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE894369(NAD 83)
 FR0730_MARKER: DB = BENCH MARK DISK
 FR0730_SETTING: 66 = SET IN ROCK OUTCROP
 FR0730_SP_SET: ROCK OUTCROP
 FR0730_STAMPING: C 488 1982
 FR0730_MARK LOGO: NGS   
 FR0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0730+STABILITY: POSITION/ELEVATION WELL
 FR0730
 FR0730  HISTORY     - Date     Condition        Report By
 FR0730  HISTORY     - 1982     MONUMENTED       NGS
 FR0730
 FR0730                          STATION DESCRIPTION
 FR0730
 FR0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0730'13.2 KM (8.2 MI) EAST FROM PEACH SPRINGS.
 FR0730'13.2 KM (8.2 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0730'PEACH SPRINGS, 1.0 KM (0.65 MI) EAST OF THE COUNTY LINE, 0.4 KM (0.25
 FR0730'MI) WEST OF MILEPOST 110, 0.1 KM (0.05 MI) WEST OF A CULVERT UNDER THE
 FR0730'OLD HIGHWAY, IN TOP OF A MASSIVE LIMESTONE OUTCROP FLUSH WITH THE
 FR0730'GROUND, AT THE EAST END OF A LOW HIGHWAY CUT, 13.4 METERS (44 FT)
 FR0730'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44 FT) NORTH OF A
 FR0730'FENCE, 18.2 METERS (60 FT) NORTHWEST OF A HIGHWAY RIGHT OF WAY POST,
 FR0730'6.0 METERS (20 FT) NORTHWEST OF A SMALL GROUP OF YUCCAS.
 FR0730'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 FR0730'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0764 ***********************************************************************
 FR0764  DESIGNATION -  C 489
 FR0764  PID         -  FR0764
 FR0764  STATE/COUNTY-  AZ/YAVAPAI
 FR0764  USGS QUAD   -  ASH FORK (1979)
 FR0764
 FR0764                         *CURRENT SURVEY CONTROL
 FR0764  ___________________________________________________________________
 FR0764* NAD 83(1986)-  35 13 12.     (N)    112 27 56.     (W)     SCALED    
 FR0764* NAVD 88     -      1582.681  (meters)    5192.51   (feet)  ADJUSTED  
 FR0764  ___________________________________________________________________
 FR0764  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FR0764  DYNAMIC HT  -        1580.597 (meters)    5185.68  (feet)  COMP
 FR0764  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 FR0764
 FR0764  VERT ORDER  -  FIRST     CLASS II
 FR0764
 FR0764.The horizontal coordinates were scaled from a topographic map and have
 FR0764.an estimated accuracy of +/- 6 seconds.
 FR0764
 FR0764.The orthometric height was determined by differential leveling
 FR0764.and adjusted in June 1991.
 FR0764
 FR0764.The geoid height was determined by GEOID03.
 FR0764
 FR0764.The dynamic height is computed by dividing the NAVD 88
 FR0764.geopotential number by the normal gravity value computed on the
 FR0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0764.degrees latitude (g = 980.6199 gals.).
 FR0764
 FR0764.The modeled gravity was interpolated from observed gravity values.
 FR0764
 FR0764;                    North         East    Units  Estimated Accuracy
 FR0764;SPC AZ C     -   468,120.      163,390.      MT  (+/- 180 meters Scaled)
 FR0764
 FR0764                          SUPERSEDED SURVEY CONTROL
 FR0764
 FR0764.No superseded survey control is available for this station.
 FR0764
 FR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD666984(NAD 83)
 FR0764_MARKER: DB = BENCH MARK DISK
 FR0764_SETTING: 66 = SET IN ROCK OUTCROP
 FR0764_SP_SET: ROCK OUTCROP
 FR0764_STAMPING: C 489 1982
 FR0764_MARK LOGO: NGS   
 FR0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0764+STABILITY: POSITION/ELEVATION WELL
 FR0764
 FR0764  HISTORY     - Date     Condition        Report By
 FR0764  HISTORY     - 1982     MONUMENTED       NGS
 FR0764
 FR0764                          STATION DESCRIPTION
 FR0764
 FR0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0764'0.8 KM (0.5 MI) EAST FROM ASH FORK.
 FR0764'0.8 KM (0.5 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0764'US HIGHWAY 89 IN ASH FORK, IN TOP OF A MASSIVE OUTCROP PROJECTING 3
 FR0764'FEET FROM THE BASE OF A HIGH RED VOLCANIC ASH HIGHWAY CUT, 0.5 KM (0.3
 FR0764'MI) WEST OF MILEPOST 147, 17.6 METERS (58 FT) SOUTH OF THE CENTERLINE
 FR0764'OF THE EAST BOUND TRAFFIC LANES, 3.0 METERS (10 FT) SOUTHWEST OF LAMP
 FR0764'POLE 5665S AND LEVEL WITH THE BASE OF THE POLE.
 FR0764'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FR0764'THE MARK IS ABOVE LEVEL WITH THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0375 ***********************************************************************
 FQ0375  DESIGNATION -  C 490
 FQ0375  PID         -  FQ0375
 FQ0375  STATE/COUNTY-  AZ/COCONINO
 FQ0375  USGS QUAD   -  PARKS (1974)
 FQ0375
 FQ0375                         *CURRENT SURVEY CONTROL
 FQ0375  ___________________________________________________________________
 FQ0375* NAD 83(1986)-  35 15 32.     (N)    111 59 33.     (W)     SCALED    
 FQ0375* NAVD 88     -      2196.945  (meters)    7207.81   (feet)  ADJUSTED  
 FQ0375  ___________________________________________________________________
 FQ0375  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0375  DYNAMIC HT  -        2193.811 (meters)    7197.53  (feet)  COMP
 FQ0375  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 FQ0375
 FQ0375  VERT ORDER  -  FIRST     CLASS II
 FQ0375
 FQ0375.The horizontal coordinates were scaled from a topographic map and have
 FQ0375.an estimated accuracy of +/- 6 seconds.
 FQ0375
 FQ0375.The orthometric height was determined by differential leveling
 FQ0375.and adjusted in June 1991.
 FQ0375
 FQ0375.The geoid height was determined by GEOID03.
 FQ0375
 FQ0375.The dynamic height is computed by dividing the NAVD 88
 FQ0375.geopotential number by the normal gravity value computed on the
 FQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0375.degrees latitude (g = 980.6199 gals.).
 FQ0375
 FQ0375.The modeled gravity was interpolated from observed gravity values.
 FQ0375
 FQ0375;                    North         East    Units  Estimated Accuracy
 FQ0375;SPC AZ C     -   472,300.      206,460.      MT  (+/- 180 meters Scaled)
 FQ0375
 FQ0375                          SUPERSEDED SURVEY CONTROL
 FQ0375
 FQ0375.No superseded survey control is available for this station.
 FQ0375
 FQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE097022(NAD 83)
 FQ0375_MARKER: DB = BENCH MARK DISK
 FQ0375_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0375_SP_SET: ROCK OUTCROP
 FQ0375_STAMPING: C 490 1982
 FQ0375_MARK LOGO: NGS   
 FQ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0375+STABILITY: POSITION/ELEVATION WELL
 FQ0375
 FQ0375  HISTORY     - Date     Condition        Report By
 FQ0375  HISTORY     - 1982     MONUMENTED       NGS
 FQ0375
 FQ0375                          STATION DESCRIPTION
 FQ0375
 FQ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0375'19.6 KM (12.2 MI) EAST FROM WILLIAMS.
 FQ0375'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FQ0375'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FQ0375'ALONG INTERSTATE HIGHWAY 40, THENCE 6.0 KM (3.7 MI) EAST ALONG PARKS
 FQ0375'ROAD, AT THE TOP OF A HILL, IN TOP OF A MASSIVE PORTION OF GREY
 FQ0375'VOLCANIC OUTCROP NEAR THE BASE OF A CUT, ACROSS THE ROAD FROM A VERY
 FQ0375'ARTISTIC TYPE CEDAR TREE, 76.1 METERS (250 FT) WEST OF THE CENTERLINE
 FQ0375'OF A PULLOFF ROAD WITH A STOP SIGN, 73.1 METERS (240 FT) WEST OF  THE
 FQ0375'EAST END OF A ROCKY CUT, 7.9 METERS (26 FT) NORTH OF THE CENTERLINE OF
 FQ0375'THE ROAD, 22.8 METERS (75 FT) WEST OF CABLE POLE WITH GUY WIRE NUMBER
 FQ0375'2, 36.5 METERS (120 FT) EAST OF CABLE POLE WITH GUY WIRE NUMBER 3.
 FQ0375'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0375'THE MARK IS 1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0399 ***********************************************************************
 FQ0399  DESIGNATION -  C 491
 FQ0399  PID         -  FQ0399
 FQ0399  STATE/COUNTY-  AZ/COCONINO
 FQ0399  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0399
 FQ0399                         *CURRENT SURVEY CONTROL
 FQ0399  ___________________________________________________________________
 FQ0399* NAD 83(1986)-  35 04 47.     (N)    111 43 47.     (W)     SCALED    
 FQ0399* NAVD 88     -      2031.443  (meters)    6664.83   (feet)  ADJUSTED  
 FQ0399  ___________________________________________________________________
 FQ0399  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0399  DYNAMIC HT  -        2028.597 (meters)    6655.49  (feet)  COMP
 FQ0399  MODELED GRAV-     979,160.3   (mgal)                       NAVD 88
 FQ0399
 FQ0399  VERT ORDER  -  FIRST     CLASS II
 FQ0399
 FQ0399.The horizontal coordinates were scaled from a topographic map and have
 FQ0399.an estimated accuracy of +/- 6 seconds.
 FQ0399
 FQ0399.The orthometric height was determined by differential leveling
 FQ0399.and adjusted in June 1991.
 FQ0399
 FQ0399.The geoid height was determined by GEOID03.
 FQ0399
 FQ0399.The dynamic height is computed by dividing the NAVD 88
 FQ0399.geopotential number by the normal gravity value computed on the
 FQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0399.degrees latitude (g = 980.6199 gals.).
 FQ0399
 FQ0399.The modeled gravity was interpolated from observed gravity values.
 FQ0399
 FQ0399;                    North         East    Units  Estimated Accuracy
 FQ0399;SPC AZ C     -   452,430.      230,410.      MT  (+/- 180 meters Scaled)
 FQ0399
 FQ0399                          SUPERSEDED SURVEY CONTROL
 FQ0399
 FQ0399.No superseded survey control is available for this station.
 FQ0399
 FQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334821(NAD 83)
 FQ0399_MARKER: DB = BENCH MARK DISK
 FQ0399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0399_SP_SET: HEADWALL
 FQ0399_STAMPING: C 491 1982
 FQ0399_MARK LOGO: NGS   
 FQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0399+STABILITY: SURFACE MOTION
 FQ0399
 FQ0399  HISTORY     - Date     Condition        Report By
 FQ0399  HISTORY     - 1982     MONUMENTED       NGS
 FQ0399
 FQ0399                          STATION DESCRIPTION
 FQ0399
 FQ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0399'13.0 KM (8.1 MI) SW FROM FLAGSTAFF.
 FQ0399'13.0 KM (8.1 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0399'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.8 KM (0.5
 FQ0399'MI) SOUTHWEST OF MILEPOST 394, IN TOP OF THE NORTH END OF THE EAST
 FQ0399'HEADWALL FOR A 48 INCH CORRUGATED METAL PIPE CULVERT, 5.4 METERS (18.0
 FQ0399'FT) EAST OF THE HIGHWAY CENTERLINE.
 FQ0399'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0450 ***********************************************************************
 FQ0450  DESIGNATION -  C 492
 FQ0450  PID         -  FQ0450
 FQ0450  STATE/COUNTY-  AZ/COCONINO
 FQ0450  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0450
 FQ0450                         *CURRENT SURVEY CONTROL
 FQ0450  ___________________________________________________________________
 FQ0450* NAD 83(1986)-  35 12 48.     (N)    111 38 15.     (W)     SCALED    
 FQ0450* NAVD 88     -      2136.517  (meters)    7009.56   (feet)  ADJUSTED  
 FQ0450  ___________________________________________________________________
 FQ0450  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0450  DYNAMIC HT  -        2133.473 (meters)    6999.57  (feet)  COMP
 FQ0450  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 FQ0450
 FQ0450  VERT ORDER  -  FIRST     CLASS II
 FQ0450
 FQ0450.The horizontal coordinates were scaled from a topographic map and have
 FQ0450.an estimated accuracy of +/- 6 seconds.
 FQ0450
 FQ0450.The orthometric height was determined by differential leveling
 FQ0450.and adjusted in June 1991.
 FQ0450
 FQ0450.The geoid height was determined by GEOID03.
 FQ0450
 FQ0450.The dynamic height is computed by dividing the NAVD 88
 FQ0450.geopotential number by the normal gravity value computed on the
 FQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0450.degrees latitude (g = 980.6199 gals.).
 FQ0450
 FQ0450.The modeled gravity was interpolated from observed gravity values.
 FQ0450
 FQ0450;                    North         East    Units  Estimated Accuracy
 FQ0450;SPC AZ C     -   467,280.      238,780.      MT  (+/- 180 meters Scaled)
 FQ0450
 FQ0450                          SUPERSEDED SURVEY CONTROL
 FQ0450
 FQ0450.No superseded survey control is available for this station.
 FQ0450
 FQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD419968(NAD 83)
 FQ0450_MARKER: DB = BENCH MARK DISK
 FQ0450_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0450_SP_SET: ROCK OUTCROP
 FQ0450_STAMPING: C 492 1982
 FQ0450_MARK LOGO: NGS   
 FQ0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0450+STABILITY: POSITION/ELEVATION WELL
 FQ0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0450+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 FQ0450
 FQ0450  HISTORY     - Date     Condition        Report By
 FQ0450  HISTORY     - 1982     MONUMENTED       NGS
 FQ0450  HISTORY     - 20050430 GOOD             GEOCAC
 FQ0450  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0450
 FQ0450                          STATION DESCRIPTION
 FQ0450
 FQ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0450'6.1 KM (3.8 MI) NORTH FROM FLAGSTAFF.
 FQ0450'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0450'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0450'NORTH ALONG SAN FRANCISCO STREET, THENCE 0.5 KM (0.3 MI) EAST ALONG
 FQ0450'CEDAR AVENUE, IN TOP OF A 4 BY 8 FOOT PORTION OF VOLCANIC OUTCROP, ON
 FQ0450'THE OUTSIDE OF A LONG CURVE NEAR THE BOTTOM OF A GRADE, 21.3 METERS
 FQ0450'(70 FT) SOUTHEAST OF THE CENTER OF CEDAR AVENUE, 12.1 METERS (40 FT)
 FQ0450'SOUTH OF POWER POLE 1140, 9.1 METERS (30 FT) SOUTHEAST OF A WASH.
 FQ0450'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0450'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 FQ0450
 FQ0450                          STATION RECOVERY (2005)
 FQ0450
 FQ0450'RECOVERY NOTE BY GEOCACHING 2005 (BG)
 FQ0450'CEDAR AVE NOW ENDS ABOUT 65 METERS WEST OF THE MARK, IN A PARKING LOT.
 FQ0450'THE FORMER CEDAR AVE IS NOW A TRAIL IN THE FLAGSTAFF URBAN TRAIL
 FQ0450'SYSTEM.
 FQ0450
 FQ0450                          STATION RECOVERY (2007)
 FQ0450
 FQ0450'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0450'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 FQ0450'35 12 48.4 (N)   111 38 15.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0659 ***********************************************************************
 ES0659  DESIGNATION -  C 493
 ES0659  PID         -  ES0659
 ES0659  STATE/COUNTY-  AZ/YAVAPAI
 ES0659  USGS QUAD   -  SEDONA (1969)
 ES0659
 ES0659                         *CURRENT SURVEY CONTROL
 ES0659  ___________________________________________________________________
 ES0659* NAD 83(1986)-  34 50 43.     (N)    111 51 31.     (W)     SCALED    
 ES0659* NAVD 88     -      1260.359  (meters)    4135.03   (feet)  ADJUSTED  
 ES0659  ___________________________________________________________________
 ES0659  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 ES0659  DYNAMIC HT  -        1258.736 (meters)    4129.70  (feet)  COMP
 ES0659  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 ES0659
 ES0659  VERT ORDER  -  FIRST     CLASS II
 ES0659
 ES0659.The horizontal coordinates were scaled from a topographic map and have
 ES0659.an estimated accuracy of +/- 6 seconds.
 ES0659
 ES0659.The orthometric height was determined by differential leveling
 ES0659.and adjusted in June 1991.
 ES0659
 ES0659.The geoid height was determined by GEOID03.
 ES0659
 ES0659.The dynamic height is computed by dividing the NAVD 88
 ES0659.geopotential number by the normal gravity value computed on the
 ES0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0659.degrees latitude (g = 980.6199 gals.).
 ES0659
 ES0659.The modeled gravity was interpolated from observed gravity values.
 ES0659
 ES0659;                    North         East    Units  Estimated Accuracy
 ES0659;SPC AZ C     -   426,410.      218,670.      MT  (+/- 180 meters Scaled)
 ES0659
 ES0659                          SUPERSEDED SURVEY CONTROL
 ES0659
 ES0659.No superseded survey control is available for this station.
 ES0659
 ES0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD215562(NAD 83)
 ES0659_MARKER: DB = BENCH MARK DISK
 ES0659_SETTING: 66 = SET IN ROCK OUTCROP
 ES0659_SP_SET: ROCK OUTCROP
 ES0659_STAMPING: C 493 1982
 ES0659_MARK LOGO: NGS   
 ES0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0659+STABILITY: POSITION/ELEVATION WELL
 ES0659
 ES0659  HISTORY     - Date     Condition        Report By
 ES0659  HISTORY     - 1982     MONUMENTED       NGS
 ES0659  HISTORY     - 19950712 GOOD             USPSQD
 ES0659  HISTORY     - 20001113 MARK NOT FOUND   LOCSUR
 ES0659
 ES0659                          STATION DESCRIPTION
 ES0659
 ES0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0659'9.6 KM (6.0 MI) SW FROM SEDONA.
 ES0659'9.6 KM (6.0 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0659'OFFICE IN SEDONA, IN TOP OF THE WEST END OF A SANDSTONE CUT ON THE
 ES0659'INSIDE OF A CURVE, 0.1 KM (0.05 MI) EAST OF MILEPOST 368, 4.5 METERS
 ES0659'(15 FT) SOUTH OF THE HIGHWAY CENTERLINE, 41.1 METERS (135 FT) EAST OF
 ES0659'THE EAST END OF A HEADWALL, 30.4 METERS (100 FT) WEST OF THE EAST END
 ES0659'OF THE CUT.
 ES0659'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0659'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0659
 ES0659                          STATION RECOVERY (1995)
 ES0659
 ES0659'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0659'RECOVERED IN GOOD CONDITION.
 ES0659
 ES0659                          STATION RECOVERY (2000)
 ES0659
 ES0659'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (EB)
 ES0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ4078 ***********************************************************************
 AJ4078  DESIGNATION -  C 493 RESET
 AJ4078  PID         -  AJ4078
 AJ4078  STATE/COUNTY-  AZ/YAVAPAI
 AJ4078  USGS QUAD   -  SEDONA (1969)
 AJ4078
 AJ4078                         *CURRENT SURVEY CONTROL
 AJ4078  ___________________________________________________________________
 AJ4078* NAD 83(1986)-  34 50 43.     (N)    111 51 31.     (W)     SCALED    
 AJ4078* NAVD 88     -      1268.47   (meters)    4161.6    (feet)  RESET     
 AJ4078  ___________________________________________________________________
 AJ4078  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AJ4078  VERT ORDER  -  THIRD
 AJ4078
 AJ4078.The horizontal coordinates were scaled from a topographic map and have
 AJ4078.an estimated accuracy of +/- 6 seconds.
 AJ4078
 AJ4078.The orthometric height was computed from unverified reset data.
 AJ4078.No vertical observational check was made to the station.
 AJ4078
 AJ4078.The geoid height was determined by GEOID03.
 AJ4078
 AJ4078;                    North         East    Units  Estimated Accuracy
 AJ4078;SPC AZ C     -   426,410.      218,670.      MT  (+/- 180 meters Scaled)
 AJ4078
 AJ4078                          SUPERSEDED SURVEY CONTROL
 AJ4078
 AJ4078.No superseded survey control is available for this station.
 AJ4078
 AJ4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD215562(NAD 83)
 AJ4078_MARKER: DV = VERTICAL CONTROL DISK
 AJ4078_SETTING: 66 = SET IN ROCK OUTCROP
 AJ4078_STAMPING: C 493 RESET 2000
 AJ4078_MARK LOGO: NGS   
 AJ4078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4078+STABILITY: POSITION/ELEVATION WELL
 AJ4078
 AJ4078  HISTORY     - Date     Condition        Report By
 AJ4078  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ4078
 AJ4078                          STATION DESCRIPTION
 AJ4078
 AJ4078'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (EB)
 AJ4078'6.0 MILES (9.7 KM) SOUTHWEST ALONG STATE ROUTE 89A FROM THE POST
 AJ4078'OFFICE IN SEDONA, IN A SANDSTONE SURFACE WITH AN EXPOSED 1 FOOT (0.3
 AJ4078'M) VERTICAL STEP ON THE WEST END, ON A SLOPED RIDGE INSIDE THE
 AJ4078'EXISTING HIGHWAY CURVE, 299 FEET (91.1 M) EAST OF MILEPOST 368, 200
 AJ4078'FEET (61.0 M) SOUTH OF THE EXISTING HIGHWAY CENTERLINE, 15.0 FEET (4.6
 AJ4078'M) SOUTH OF THE NEW HIGHWAY RIGHT OF WAY.  60.4 FEET (18.4 M)
 AJ4078'SOUTHWEST OF A SET 1/2 INCH REBAR FOR THE NEW SOUTH HIGHWAY RIGHT OF
 AJ4078'WAY LINE AT SOUTHBOUND STATION 802+03.26SC.  281.1 FEET (85.7 M) EAST
 AJ4078'OF A SET 1/2 INCH REBAR FOR THE NEW SOUTH HIGHWAY RIGHT OF WAY LINE AT
 AJ4078'SOUTHBOUND STATION 298+43.26 37 FEET (11.3 M) EAST OF A PONDEROSA PINE
 AJ4078'TREE WITH A 10 INCH DIAMETER TRUNK.  42 FEET (12.8 M) NORTH OF A
 AJ4078'JUNIPER TREE WITH AN 18 INCH DIAMETER TRUNK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0682 ***********************************************************************
 ES0682  DESIGNATION -  C 494
 ES0682  PID         -  ES0682
 ES0682  STATE/COUNTY-  AZ/YAVAPAI
 ES0682  USGS QUAD   -  CAMP VERDE (1969)
 ES0682
 ES0682                         *CURRENT SURVEY CONTROL
 ES0682  ___________________________________________________________________
 ES0682* NAD 83(1986)-  34 33 57.     (N)    111 51 49.     (W)     SCALED    
 ES0682* NAVD 88     -       948.148  (meters)    3110.72   (feet)  ADJUSTED  
 ES0682  ___________________________________________________________________
 ES0682  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0682  DYNAMIC HT  -         946.958 (meters)    3106.81  (feet)  COMP
 ES0682  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 ES0682
 ES0682  VERT ORDER  -  FIRST     CLASS II
 ES0682
 ES0682.The horizontal coordinates were scaled from a topographic map and have
 ES0682.an estimated accuracy of +/- 6 seconds.
 ES0682
 ES0682.The orthometric height was determined by differential leveling
 ES0682.and adjusted in June 1991.
 ES0682
 ES0682.The geoid height was determined by GEOID03.
 ES0682
 ES0682.The dynamic height is computed by dividing the NAVD 88
 ES0682.geopotential number by the normal gravity value computed on the
 ES0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0682.degrees latitude (g = 980.6199 gals.).
 ES0682
 ES0682.The modeled gravity was interpolated from observed gravity values.
 ES0682
 ES0682;                    North         East    Units  Estimated Accuracy
 ES0682;SPC AZ C     -   395,420.      218,230.      MT  (+/- 180 meters Scaled)
 ES0682
 ES0682                          SUPERSEDED SURVEY CONTROL
 ES0682
 ES0682.No superseded survey control is available for this station.
 ES0682
 ES0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD207252(NAD 83)
 ES0682_MARKER: I = METAL ROD
 ES0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0682_SP_SET: STAINLESS STEEL ROD
 ES0682_STAMPING: C 494 1982
 ES0682_MARK LOGO: NGS   
 ES0682_PROJECTION: FLUSH
 ES0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0682_ROD/PIPE-DEPTH: 6.7  meters
 ES0682
 ES0682  HISTORY     - Date     Condition        Report By
 ES0682  HISTORY     - 1982     MONUMENTED       NGS
 ES0682  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 ES0682
 ES0682                          STATION DESCRIPTION
 ES0682
 ES0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0682'0.8 KM (0.5 MI) WEST FROM CAMP VERDE.
 ES0682'0.8 KM (0.5 MI) WEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE IN
 ES0682'CAMP VERDE, AT A FENCE CORNER AND IN LINE WITH A POWER LINE CROSSING,
 ES0682'0.2 KM (0.1 MI) WEST OF THE T JUNCTION OF SEVENTH STREET LEADING
 ES0682'SOUTH, 11.0 METERS (36 FT) NORTH OF THE ROAD CENTERLINE, 5.5 METERS
 ES0682'(18 FT) NORTH OF A FENCE CORNER, 0.3 METER (1 FT) SOUTH OF A POWER
 ES0682'POLE.
 ES0682'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 ES0682'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0682
 ES0682                          STATION RECOVERY (1998)
 ES0682
 ES0682'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0724 ***********************************************************************
 ES0724  DESIGNATION -  C 495
 ES0724  PID         -  ES0724
 ES0724  STATE/COUNTY-  AZ/GILA
 ES0724  USGS QUAD   -  PINE (1973)
 ES0724
 ES0724                         *CURRENT SURVEY CONTROL
 ES0724  ___________________________________________________________________
 ES0724* NAD 83(1986)-  34 24 18.     (N)    111 28 46.     (W)     SCALED    
 ES0724* NAVD 88     -      1826.544  (meters)    5992.59   (feet)  ADJUSTED  
 ES0724  ___________________________________________________________________
 ES0724  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0724  DYNAMIC HT  -        1823.975 (meters)    5984.16  (feet)  COMP
 ES0724  MODELED GRAV-     979,162.8   (mgal)                       NAVD 88
 ES0724  OBS GRAVITY -     979,158.4   (mgal)                       GRAV_OBS
 ES0724
 ES0724  VERT ORDER  -  FIRST     CLASS II
 ES0724
 ES0724.The horizontal coordinates were scaled from a topographic map and have
 ES0724.an estimated accuracy of +/- 6 seconds.
 ES0724
 ES0724.The orthometric height was determined by differential leveling
 ES0724.and adjusted in June 1991.
 ES0724
 ES0724.The geoid height was determined by GEOID03.
 ES0724
 ES0724.The dynamic height is computed by dividing the NAVD 88
 ES0724.geopotential number by the normal gravity value computed on the
 ES0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0724.degrees latitude (g = 980.6199 gals.).
 ES0724
 ES0724.The modeled gravity was interpolated from observed gravity values.
 ES0724.The observed gravity was obtained from relative gravimeter ties
 ES0724.to the IGSN71 gravity network.
 ES0724
 ES0724;                    North         East    Units  Estimated Accuracy
 ES0724;SPC AZ E     -   378,360.       92,670.      MT  (+/- 180 meters Scaled)
 ES0724
 ES0724                          SUPERSEDED SURVEY CONTROL
 ES0724
 ES0724.No superseded survey control is available for this station.
 ES0724
 ES0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD559071(NAD 83)
 ES0724_MARKER: DB = BENCH MARK DISK
 ES0724_SETTING: 66 = SET IN ROCK OUTCROP
 ES0724_SP_SET: ROCK OUTCROP
 ES0724_STAMPING: C 495 1982
 ES0724_MARK LOGO: NGS   
 ES0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0724+STABILITY: POSITION/ELEVATION WELL
 ES0724
 ES0724  HISTORY     - Date     Condition        Report By
 ES0724  HISTORY     - 1982     MONUMENTED       NGS
 ES0724
 ES0724                          STATION DESCRIPTION
 ES0724
 ES0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0724'3.5 KM (2.2 MI) NW FROM PINE.
 ES0724'3.5 KM (2.2 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0724'IN PINE, IN TOP OF THE NORTHWEST END OF A 3 BY 8 FOOT PORTION OF
 ES0724'LIMESTONE OUTCROP AT THE BASE OF A LONG CUT, 0.2 KM (0.1 MI) SOUTHEAST
 ES0724'OF MILEPOST 270 AND OPPOSITE A SMALL TURN OUT, 6.1 METERS (20 FT)
 ES0724'NORTHEAST OF THE HIGHWAY CENTERLINE.
 ES0724'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0724'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0729 ***********************************************************************
 ES0729  DESIGNATION -  C 496
 ES0729  PID         -  ES0729
 ES0729  STATE/COUNTY-  AZ/GILA
 ES0729  USGS QUAD   -  PINE (1973)
 ES0729
 ES0729                         *CURRENT SURVEY CONTROL
 ES0729  ___________________________________________________________________
 ES0729* NAD 83(1986)-  34 22 36.     (N)    111 26 58.     (W)     SCALED    
 ES0729* NAVD 88     -      1642.764  (meters)    5389.63   (feet)  ADJUSTED  
 ES0729  ___________________________________________________________________
 ES0729  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 ES0729  DYNAMIC HT  -        1640.488 (meters)    5382.17  (feet)  COMP
 ES0729  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 ES0729
 ES0729  VERT ORDER  -  FIRST     CLASS II
 ES0729
 ES0729.The horizontal coordinates were scaled from a topographic map and have
 ES0729.an estimated accuracy of +/- 6 seconds.
 ES0729
 ES0729.The orthometric height was determined by differential leveling
 ES0729.and adjusted in June 1991.
 ES0729
 ES0729.The geoid height was determined by GEOID03.
 ES0729
 ES0729.The dynamic height is computed by dividing the NAVD 88
 ES0729.geopotential number by the normal gravity value computed on the
 ES0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0729.degrees latitude (g = 980.6199 gals.).
 ES0729
 ES0729.The modeled gravity was interpolated from observed gravity values.
 ES0729
 ES0729;                    North         East    Units  Estimated Accuracy
 ES0729;SPC AZ E     -   375,180.       95,390.      MT  (+/- 180 meters Scaled)
 ES0729
 ES0729                          SUPERSEDED SURVEY CONTROL
 ES0729
 ES0729.No superseded survey control is available for this station.
 ES0729
 ES0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD586040(NAD 83)
 ES0729_MARKER: DB = BENCH MARK DISK
 ES0729_SETTING: 66 = SET IN ROCK OUTCROP
 ES0729_SP_SET: ROCK OUTCROP
 ES0729_STAMPING: C 496 1982
 ES0729_MARK LOGO: NGS   
 ES0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0729+STABILITY: POSITION/ELEVATION WELL
 ES0729
 ES0729  HISTORY     - Date     Condition        Report By
 ES0729  HISTORY     - 1982     MONUMENTED       NGS
 ES0729  HISTORY     - 19980819 GOOD             USPSQD
 ES0729  HISTORY     - 20080808 GOOD             GEOCAC
 ES0729
 ES0729                          STATION DESCRIPTION
 ES0729
 ES0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0729'1.1 KM (0.7 MI) SE FROM PINE.
 ES0729'1.1 KM (0.7 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0729'IN PINE, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 267, IN TOP OF A 4 BY
 ES0729'8 FOOT PORTION OF OUTCROP AT THE SOUTHEAST END OF A TURN OUT AREA,
 ES0729'14.0 METERS (46 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.9 METERS
 ES0729'(36 FT) SOUTHEAST OF A STATE BM.
 ES0729'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0729'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0729
 ES0729                          STATION RECOVERY (1998)
 ES0729
 ES0729'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0729'RECOVERED IN GOOD CONDITION.
 ES0729
 ES0729                          STATION RECOVERY (2008)
 ES0729
 ES0729'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0729'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0729'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0729'CEMENTED BASE. HANDHELD COORDINATES
 ES0729'34 22 36.2 (N)   111 26 56.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0755 ***********************************************************************
 ES0755  DESIGNATION -  C 497
 ES0755  PID         -  ES0755
 ES0755  STATE/COUNTY-  AZ/GILA
 ES0755  USGS QUAD   -  GISELA (1972)
 ES0755
 ES0755                         *CURRENT SURVEY CONTROL
 ES0755  ___________________________________________________________________
 ES0755* NAD 83(1986)-  34 04 49.     (N)    111 20 43.     (W)     SCALED    
 ES0755* NAVD 88     -       915.741  (meters)    3004.39   (feet)  ADJUSTED  
 ES0755  ___________________________________________________________________
 ES0755  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ES0755  DYNAMIC HT  -         914.559 (meters)    3000.52  (feet)  COMP
 ES0755  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 ES0755  OBS GRAVITY -     979,322.1   (mgal)                       GRAV_OBS
 ES0755
 ES0755  VERT ORDER  -  FIRST     CLASS II
 ES0755
 ES0755.The horizontal coordinates were scaled from a topographic map and have
 ES0755.an estimated accuracy of +/- 6 seconds.
 ES0755
 ES0755.The orthometric height was determined by differential leveling
 ES0755.and adjusted in June 1991.
 ES0755
 ES0755.The geoid height was determined by GEOID03.
 ES0755
 ES0755.The dynamic height is computed by dividing the NAVD 88
 ES0755.geopotential number by the normal gravity value computed on the
 ES0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0755.degrees latitude (g = 980.6199 gals.).
 ES0755
 ES0755.The modeled gravity was interpolated from observed gravity values.
 ES0755.The observed gravity was obtained from relative gravimeter ties
 ES0755.to the IGSN71 gravity network.
 ES0755
 ES0755;                    North         East    Units  Estimated Accuracy
 ES0755;SPC AZ E     -   342,190.      104,590.      MT  (+/- 180 meters Scaled)
 ES0755
 ES0755                          SUPERSEDED SURVEY CONTROL
 ES0755
 ES0755.No superseded survey control is available for this station.
 ES0755
 ES0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC681711(NAD 83)
 ES0755_MARKER: I = METAL ROD
 ES0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0755_SP_SET: STAINLESS STEEL ROD
 ES0755_STAMPING: C 497 1982
 ES0755_MARK LOGO: NGS   
 ES0755_PROJECTION: FLUSH
 ES0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0755_ROD/PIPE-DEPTH: 9.7  meters
 ES0755
 ES0755  HISTORY     - Date     Condition        Report By
 ES0755  HISTORY     - 1982     MONUMENTED       NGS
 ES0755
 ES0755                          STATION DESCRIPTION
 ES0755
 ES0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0755'20.8 KM (12.9 MI) SOUTH FROM PAYSON.
 ES0755'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0755'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0755'GISELA, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN LINE
 ES0755'WITH THE POWER LINE, 1.0 KM (0.6 MI) SOUTHEAST OF A Y JUNCTION AND 0.3
 ES0755'KM (0.2 MI) NORTHWEST OF THE OLD RYE CREEK MILL SITE, 14.0 METERS (46
 ES0755'FT) NORTHEAST OF THE ROAD CENTERLINE, 0.5 METER (1.5 FT) SOUTHEAST OF
 ES0755'POWER POLE 295.
 ES0755'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0755'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1626 ***********************************************************************
 DU1626  DESIGNATION -  C 498
 DU1626  PID         -  DU1626
 DU1626  STATE/COUNTY-  AZ/GILA
 DU1626  USGS QUAD   -  TONTO BASIN (1964)
 DU1626
 DU1626                         *CURRENT SURVEY CONTROL
 DU1626  ___________________________________________________________________
 DU1626* NAD 83(1986)-  33 46 24.     (N)    111 15 33.     (W)     SCALED    
 DU1626* NAVD 88     -       661.389  (meters)    2169.91   (feet)  ADJUSTED  
 DU1626  ___________________________________________________________________
 DU1626  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DU1626  DYNAMIC HT  -         660.539 (meters)    2167.12  (feet)  COMP
 DU1626  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 DU1626
 DU1626  VERT ORDER  -  FIRST     CLASS II
 DU1626
 DU1626.The horizontal coordinates were scaled from a topographic map and have
 DU1626.an estimated accuracy of +/- 6 seconds.
 DU1626
 DU1626.The orthometric height was determined by differential leveling
 DU1626.and adjusted in June 1991.
 DU1626
 DU1626.The geoid height was determined by GEOID03.
 DU1626
 DU1626.The dynamic height is computed by dividing the NAVD 88
 DU1626.geopotential number by the normal gravity value computed on the
 DU1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1626.degrees latitude (g = 980.6199 gals.).
 DU1626
 DU1626.The modeled gravity was interpolated from observed gravity values.
 DU1626
 DU1626;                    North         East    Units  Estimated Accuracy
 DU1626;SPC AZ E     -   308,050.      112,170.      MT  (+/- 180 meters Scaled)
 DU1626
 DU1626                          SUPERSEDED SURVEY CONTROL
 DU1626
 DU1626.No superseded survey control is available for this station.
 DU1626
 DU1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC760370(NAD 83)
 DU1626_MARKER: I = METAL ROD
 DU1626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1626_SP_SET: STAINLESS STEEL ROD
 DU1626_STAMPING: C 498 1983
 DU1626_MARK LOGO: NGS   
 DU1626_PROJECTION: FLUSH
 DU1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1626_ROD/PIPE-DEPTH: 3.4  meters
 DU1626
 DU1626  HISTORY     - Date     Condition        Report By
 DU1626  HISTORY     - 1983     MONUMENTED       NGS
 DU1626
 DU1626                          STATION DESCRIPTION
 DU1626
 DU1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1626'13.4 KM (8.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1626'13.4 KM (8.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1626'PUNKIN CENTER, AT THE SOUTH END OF A LOW CUT, NEAR THE CREST OF A
 DU1626'SLIGHT GRADE, 9.8 METERS (32 FT) EAST OF THE HIGHWAY CENTERLINE, 4.0
 DU1626'METERS (14 FT) EAST OF MILEPOST 254.
 DU1626'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DU1626'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0199 ***********************************************************************
 GQ0199  DESIGNATION -  C 499
 GQ0199  PID         -  GQ0199
 GQ0199  STATE/COUNTY-  AZ/MOHAVE
 GQ0199  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0199
 GQ0199                         *CURRENT SURVEY CONTROL
 GQ0199  ___________________________________________________________________
 GQ0199* NAD 83(1986)-  36 57 40.     (N)    113 55 17.     (W)     SCALED    
 GQ0199* NAVD 88     -       670.839  (meters)    2200.91   (feet)  ADJUSTED  
 GQ0199  ___________________________________________________________________
 GQ0199  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 GQ0199  DYNAMIC HT  -         670.162 (meters)    2198.69  (feet)  COMP
 GQ0199  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 GQ0199  OBS GRAVITY -     979,598.7   (mgal)                       GRAV_OBS
 GQ0199
 GQ0199  VERT ORDER  -  FIRST     CLASS II
 GQ0199
 GQ0199.The horizontal coordinates were scaled from a topographic map and have
 GQ0199.an estimated accuracy of +/- 6 seconds.
 GQ0199
 GQ0199.The orthometric height was determined by differential leveling
 GQ0199.and adjusted in June 1991.
 GQ0199
 GQ0199.The geoid height was determined by GEOID03.
 GQ0199
 GQ0199.The dynamic height is computed by dividing the NAVD 88
 GQ0199.geopotential number by the normal gravity value computed on the
 GQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0199.degrees latitude (g = 980.6199 gals.).
 GQ0199
 GQ0199.The modeled gravity was interpolated from observed gravity values.
 GQ0199.The observed gravity was obtained from relative gravimeter ties
 GQ0199.to the IGSN71 gravity network.
 GQ0199
 GQ0199;                    North         East    Units  Estimated Accuracy
 GQ0199;SPC AZ W     -   661,190.      198,100.      MT  (+/- 180 meters Scaled)
 GQ0199
 GQ0199                          SUPERSEDED SURVEY CONTROL
 GQ0199
 GQ0199.No superseded survey control is available for this station.
 GQ0199
 GQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF399945(NAD 83)
 GQ0199_MARKER: I = METAL ROD
 GQ0199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0199_SP_SET: STAINLESS STEEL ROD
 GQ0199_STAMPING: C 499 1982
 GQ0199_MARK LOGO: NGS   
 GQ0199_PROJECTION: FLUSH
 GQ0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0199_ROD/PIPE-DEPTH: 5.9  meters
 GQ0199
 GQ0199  HISTORY     - Date     Condition        Report By
 GQ0199  HISTORY     - 1982     MONUMENTED       NGS
 GQ0199
 GQ0199                          STATION DESCRIPTION
 GQ0199
 GQ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0199'24.8 KM (15.5 MI) NE FROM MESQUITE NV.
 GQ0199'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0199'MESQUITE, THENCE 24.3 KM (15.2 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0199'3.05 KM (1.9 MI) SOUTH OF A HIGH TENSION POWER LINE CROSSING THE
 GQ0199'HIGHWAY, 0.5 KM (0.3 MI) SOUTH OF THE Y JUNCTION OF A DIRT ROAD
 GQ0199'LEADING SOUTHEAST, 23.4 METERS (77 FT) EAST OF THE HIGHWAY CENTERLINE,
 GQ0199'3.3 METERS (11.0 FT) SOUTH OF A TELEPHONE POLE, 0.6 METER (2.0 FT)
 GQ0199'WEST OF A BRACED 3 INCH ANGLE IRON FENCE POST IN THE RIGHT OF WAY
 GQ0199'FENCE.
 GQ0199'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 GQ0199'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0144 ***********************************************************************
 GP0144  DESIGNATION -  C 50
 GP0144  PID         -  GP0144
 GP0144  STATE/COUNTY-  AZ/COCONINO
 GP0144  USGS QUAD   -  TUBA CITY NE (1969)
 GP0144
 GP0144                         *CURRENT SURVEY CONTROL
 GP0144  ___________________________________________________________________
 GP0144* NAD 83(1986)-  36 12 13.     (N)    111 00 32.     (W)     SCALED    
 GP0144* NAVD 88     -      1616.582  (meters)    5303.74   (feet)  ADJUSTED  
 GP0144  ___________________________________________________________________
 GP0144  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 GP0144  DYNAMIC HT  -        1614.556 (meters)    5297.09  (feet)  COMP
 GP0144  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 GP0144
 GP0144  VERT ORDER  -  FIRST     CLASS II
 GP0144
 GP0144.The horizontal coordinates were scaled from a topographic map and have
 GP0144.an estimated accuracy of +/- 6 seconds.
 GP0144
 GP0144.The orthometric height was determined by differential leveling
 GP0144.and adjusted in June 1991.
 GP0144
 GP0144.The geoid height was determined by GEOID03.
 GP0144
 GP0144.The dynamic height is computed by dividing the NAVD 88
 GP0144.geopotential number by the normal gravity value computed on the
 GP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0144.degrees latitude (g = 980.6199 gals.).
 GP0144
 GP0144.The modeled gravity was interpolated from observed gravity values.
 GP0144
 GP0144;                    North         East    Units  Estimated Accuracy
 GP0144;SPC AZ C     -   577,490.      294,990.      MT  (+/- 180 meters Scaled)
 GP0144
 GP0144                          SUPERSEDED SURVEY CONTROL
 GP0144
 GP0144  NGVD 29 (??/??/92) 1615.652  (m)         5300.68   (f) ADJ UNCH    1 2
 GP0144
 GP0144.Superseded values are not recommended for survey control.
 GP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0144.See file dsdata.txt to determine how the superseded data were derived.
 GP0144
 GP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF992065(NAD 83)
 GP0144_MARKER: DB = BENCH MARK DISK
 GP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0144_STAMPING: C 50 1934
 GP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0144+STABILITY: SURFACE MOTION
 GP0144
 GP0144  HISTORY     - Date     Condition        Report By
 GP0144  HISTORY     - 1934     MONUMENTED       CGS
 GP0144  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0144
 GP0144                          STATION DESCRIPTION
 GP0144
 GP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0144'9.8 MI SW FROM TONALEA.
 GP0144'9.8 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0144'TONALEA, COCONINO COUNTY, 11-1/2 POLES SOUTHWEST OF AN ANGLE IN A ROW
 GP0144'OF POLES, 58 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND IN LINE
 GP0144'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED C 50 1934 AND SET IN
 GP0144'THE TOP OF A CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S.
 GP0144'HIGHWAY 164 AND STATE HIGHWAY 264.  9.4 MILES NE OF ALONG U.S. HIGHWAY
 GP0144'164.  THENCE 4.0 MILES NORTHEAST ALONG TELEPHONE LINE ROAD. 410 FT.
 GP0144'NORTHEAST OF A ROAD INTERSECTION, 55 FT. NORTHWEST OF ROAD. PROJECTING
 GP0144'1.0 FT.
 GP0144
 GP0144                          STATION RECOVERY (1983)
 GP0144
 GP0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0639 ***********************************************************************
 ES0639  DESIGNATION -  C 500
 ES0639  PID         -  ES0639
 ES0639  STATE/COUNTY-  AZ/NAVAJO
 ES0639  USGS QUAD   -  HOLBROOK (1986)
 ES0639
 ES0639                         *CURRENT SURVEY CONTROL
 ES0639  ___________________________________________________________________
 ES0639* NAD 83(1986)-  34 54 54.     (N)    110 08 56.     (W)     SCALED    
 ES0639* NAVD 88     -      1580.409  (meters)    5185.06   (feet)  ADJUSTED  
 ES0639  ___________________________________________________________________
 ES0639  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0639  DYNAMIC HT  -        1578.240 (meters)    5177.94  (feet)  COMP
 ES0639  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 ES0639
 ES0639  VERT ORDER  -  FIRST     CLASS II
 ES0639
 ES0639.The horizontal coordinates were scaled from a topographic map and have
 ES0639.an estimated accuracy of +/- 6 seconds.
 ES0639
 ES0639.The orthometric height was determined by differential leveling
 ES0639.and adjusted in June 1991.
 ES0639
 ES0639.The geoid height was determined by GEOID03.
 ES0639
 ES0639.The dynamic height is computed by dividing the NAVD 88
 ES0639.geopotential number by the normal gravity value computed on the
 ES0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0639.degrees latitude (g = 980.6199 gals.).
 ES0639
 ES0639.The modeled gravity was interpolated from observed gravity values.
 ES0639
 ES0639;                    North         East    Units  Estimated Accuracy
 ES0639;SPC AZ E     -   434,150.      214,980.      MT  (+/- 180 meters Scaled)
 ES0639
 ES0639                          SUPERSEDED SURVEY CONTROL
 ES0639
 ES0639.No superseded survey control is available for this station.
 ES0639
 ES0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD777639(NAD 83)
 ES0639_MARKER: DB = BENCH MARK DISK
 ES0639_SETTING: 66 = SET IN ROCK OUTCROP
 ES0639_SP_SET: ROCK OUTCROP
 ES0639_STAMPING: C 500 1983
 ES0639_MARK LOGO: NGS   
 ES0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0639+STABILITY: POSITION/ELEVATION WELL
 ES0639
 ES0639  HISTORY     - Date     Condition        Report By
 ES0639  HISTORY     - 1983     MONUMENTED       NGS
 ES0639  HISTORY     - 1983     GOOD             NGS
 ES0639  HISTORY     - 1983     GOOD             NGS
 ES0639
 ES0639                          STATION DESCRIPTION
 ES0639
 ES0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0639'0.7 KM (0.45 MI) NE FROM HOLBROOK.
 ES0639'0.7 KM (0.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 ES0639'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, IN TOP OF A ROCK LEDGE,
 ES0639'35.4 METERS (116.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 ES0639'BOUND LANES OF THE HIGHWAY AND 6.2 METERS (20.3 FT) NORTHEAST OF THE
 ES0639'EDGE OF THE LEDGE.
 ES0639'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 ES0639'THE MARK IS 3.5 M BELOW THE HIGHWAY.
 ES0639
 ES0639                          STATION RECOVERY (1983)
 ES0639
 ES0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0639'RECOVERED IN GOOD CONDITION.
 ES0639
 ES0639                          STATION RECOVERY (1983)
 ES0639
 ES0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0796 ***********************************************************************
 ES0796  DESIGNATION -  C 501
 ES0796  PID         -  ES0796
 ES0796  STATE/COUNTY-  AZ/NAVAJO
 ES0796  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0796
 ES0796                         *CURRENT SURVEY CONTROL
 ES0796  ___________________________________________________________________
 ES0796* NAD 83(1986)-  34 42 52.     (N)    110 06 45.     (W)     SCALED    
 ES0796* NAVD 88     -      1655.705  (meters)    5432.09   (feet)  ADJUSTED  
 ES0796  ___________________________________________________________________
 ES0796  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES0796  DYNAMIC HT  -        1653.380 (meters)    5424.46  (feet)  COMP
 ES0796  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 ES0796
 ES0796  VERT ORDER  -  FIRST     CLASS II
 ES0796
 ES0796.The horizontal coordinates were scaled from a topographic map and have
 ES0796.an estimated accuracy of +/- 6 seconds.
 ES0796
 ES0796.The orthometric height was determined by differential leveling
 ES0796.and adjusted in June 1991.
 ES0796
 ES0796.The geoid height was determined by GEOID03.
 ES0796
 ES0796.The dynamic height is computed by dividing the NAVD 88
 ES0796.geopotential number by the normal gravity value computed on the
 ES0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0796.degrees latitude (g = 980.6199 gals.).
 ES0796
 ES0796.The modeled gravity was interpolated from observed gravity values.
 ES0796
 ES0796;                    North         East    Units  Estimated Accuracy
 ES0796;SPC AZ E     -   411,900.      218,320.      MT  (+/- 180 meters Scaled)
 ES0796
 ES0796                          SUPERSEDED SURVEY CONTROL
 ES0796
 ES0796.No superseded survey control is available for this station.
 ES0796
 ES0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD812417(NAD 83)
 ES0796_MARKER: DB = BENCH MARK DISK
 ES0796_SETTING: 66 = SET IN ROCK OUTCROP
 ES0796_SP_SET: ROCK OUTCROP
 ES0796_STAMPING: C 501 1983
 ES0796_MARK LOGO: NGS   
 ES0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0796+STABILITY: POSITION/ELEVATION WELL
 ES0796
 ES0796  HISTORY     - Date     Condition        Report By
 ES0796  HISTORY     - 1983     MONUMENTED       NGS
 ES0796
 ES0796                          STATION DESCRIPTION
 ES0796
 ES0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0796'21.8 KM (13.55 MI) SOUT FROM HOLBROOK.
 ES0796'21.8 KM (13.55 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0796'WITH HOPI DRIVE IN HOLBROOK, 0.3 KM (0.2 MI) NORTH OF MILEPOST 375, IN
 ES0796'THE NORTHWEST END OF A 6 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 ES0796'73.5 METERS (241.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 ES0796'MULTI-BOX CULVERT, 29.0 METERS (95.1 FT) WEST OF THE CENTERLINE OF THE
 ES0796'HIGHWAY AND 1.2 METERS (3.9 FT) EAST OF A FENCE.
 ES0796'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0796'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1186 ***********************************************************************
 ES1186  DESIGNATION -  C 502 RESET
 ES1186  PID         -  ES1186
 ES1186  STATE/COUNTY-  AZ/NAVAJO
 ES1186  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES1186
 ES1186                         *CURRENT SURVEY CONTROL
 ES1186  ___________________________________________________________________
 ES1186* NAD 83(1986)-  34 21 55.     (N)    110 03 08.     (W)     SCALED    
 ES1186* NAVD 88     -      1840.33   (meters)    6037.8    (feet)  RESET     
 ES1186  ___________________________________________________________________
 ES1186  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1186  VERT ORDER  -  THIRD
 ES1186
 ES1186.The horizontal coordinates were scaled from a topographic map and have
 ES1186.an estimated accuracy of +/- 6 seconds.
 ES1186
 ES1186.The orthometric height was computed from unverified reset data.
 ES1186
 ES1186.The geoid height was determined by GEOID03.
 ES1186
 ES1186;                    North         East    Units  Estimated Accuracy
 ES1186;SPC AZ E     -   373,170.      223,890.      MT  (+/- 180 meters Scaled)
 ES1186
 ES1186                          SUPERSEDED SURVEY CONTROL
 ES1186
 ES1186.No superseded survey control is available for this station.
 ES1186
 ES1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD871030(NAD 83)
 ES1186_MARKER: DV = VERTICAL CONTROL DISK
 ES1186_SETTING: 66 = SET IN ROCK OUTCROP
 ES1186_SP_SET: BEDROCK
 ES1186_STAMPING: C 502 RESET 1991
 ES1186_MARK LOGO: NGS   
 ES1186_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1186+STABILITY: POSITION/ELEVATION WELL
 ES1186
 ES1186  HISTORY     - Date     Condition        Report By
 ES1186  HISTORY     - 1992     MONUMENTED       LOCENG
 ES1186  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 ES1186
 ES1186                          STATION DESCRIPTION
 ES1186
 ES1186'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 ES1186'7.1 MILES (11.4 KM) SOUTH ON HIGHWAY 77 FROM THE SOUTHERN EDGE OF THE
 ES1186'TOWN OF TAYLOR, TIE TO REBAR N 70 DEG W 73.0 FEET,TIE TO R/W FENCE
 ES1186'WEST 48.8 FEET,TIE TO REBAR S 60 DEG W 23.2 FEET,TIE TO CENTERLINE OF
 ES1186'HIGHWAY 77 EAST 49.5 FEET,1.9 FEET (0.6 M) WEST TO A WITNESS POST,
 ES1186'SET IN BEDROCK.
 ES1186
 ES1186                          STATION RECOVERY (2004)
 ES1186
 ES1186'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0383 ***********************************************************************
 FP0383  DESIGNATION -  C 503
 FP0383  PID         -  FP0383
 FP0383  STATE/COUNTY-  AZ/APACHE
 FP0383  USGS QUAD   -  LUPTON (1971)
 FP0383
 FP0383                         *CURRENT SURVEY CONTROL
 FP0383  ___________________________________________________________________
 FP0383* NAD 83(1986)-  35 18 38.     (N)    109 06 25.     (W)     SCALED    
 FP0383* NAVD 88     -      1874.468  (meters)    6149.82   (feet)  ADJUSTED  
 FP0383  ___________________________________________________________________
 FP0383  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 FP0383  DYNAMIC HT  -        1871.821 (meters)    6141.13  (feet)  COMP
 FP0383  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 FP0383
 FP0383  VERT ORDER  -  FIRST     CLASS II
 FP0383
 FP0383.The horizontal coordinates were scaled from a topographic map and have
 FP0383.an estimated accuracy of +/- 6 seconds.
 FP0383
 FP0383.The orthometric height was determined by differential leveling
 FP0383.and adjusted in June 1991.
 FP0383
 FP0383.The geoid height was determined by GEOID03.
 FP0383
 FP0383.The dynamic height is computed by dividing the NAVD 88
 FP0383.geopotential number by the normal gravity value computed on the
 FP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0383.degrees latitude (g = 980.6199 gals.).
 FP0383
 FP0383.The modeled gravity was interpolated from observed gravity values.
 FP0383
 FP0383;                    North         East    Units  Estimated Accuracy
 FP0383;SPC AZ E     -   478,540.      309,730.      MT  (+/- 180 meters Scaled)
 FP0383
 FP0383                          SUPERSEDED SURVEY CONTROL
 FP0383
 FP0383.No superseded survey control is available for this station.
 FP0383
 FP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE721091(NAD 83)
 FP0383_MARKER: DB = BENCH MARK DISK
 FP0383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0383_SP_SET: ABUTMENT
 FP0383_STAMPING: C 503 1983
 FP0383_MARK LOGO: NGS   
 FP0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0383
 FP0383  HISTORY     - Date     Condition        Report By
 FP0383  HISTORY     - 1983     MONUMENTED       NGS
 FP0383
 FP0383                          STATION DESCRIPTION
 FP0383
 FP0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0383'34.0 KM (21.1 MI) NE FROM CHAMBERS.
 FP0383'34.0 KM (21.1 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0383'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0383'TOP OF AND 0.5 METER (1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 FP0383'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF HAWTHORNE ROAD,
 FP0383'7.1 METERS (23.3 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 FP0383'BOUND LANES OF THE HIGHWAY AND 1.8 METERS (5.9 FT) NORTHEAST OF THE
 FP0383'SOUTHWEST END OF THE BRIDGE.
 FP0383'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0547 ***********************************************************************
 FQ0547  DESIGNATION -  C 504
 FQ0547  PID         -  FQ0547
 FQ0547  STATE/COUNTY-  AZ/COCONINO
 FQ0547  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0547
 FQ0547                         *CURRENT SURVEY CONTROL
 FQ0547  ___________________________________________________________________
 FQ0547* NAD 83(2007)-  35 12 30.18240(N)    111 31 00.15024(W)     ADJUSTED  
 FQ0547* NAVD 88     -      2032.485  (meters)    6668.24   (feet)  ADJUSTED  
 FQ0547  ___________________________________________________________________
 FQ0547  EPOCH DATE  -        2007.00
 FQ0547  X           -  -1,914,102.852 (meters)                     COMP
 FQ0547  Y           -  -4,855,080.720 (meters)                     COMP
 FQ0547  Z           -   3,657,938.770 (meters)                     COMP
 FQ0547  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FQ0547  ELLIP HEIGHT-        2009.076 (meters)          (02/10/07) ADJUSTED
 FQ0547  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0547  DYNAMIC HT  -        2029.592 (meters)    6658.75  (feet)  COMP
 FQ0547
 FQ0547  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0547  Type    PID    Designation                      North   East  Ellip
 FQ0547  -------------------------------------------------------------------
 FQ0547  NETWORK FQ0547 C 504                             0.41   0.33   0.73
 FQ0547  -------------------------------------------------------------------
 FQ0547  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 FQ0547
 FQ0547  VERT ORDER  -  FIRST     CLASS II
 FQ0547
 FQ0547.The horizontal coordinates were established by GPS observations
 FQ0547.and adjusted by the National Geodetic Survey in February 2007.
 FQ0547
 FQ0547.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0547.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0547.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0547.The epoch date for horizontal control is a decimal equivalence
 FQ0547.of Year/Month/Day.
 FQ0547
 FQ0547.The orthometric height was determined by differential leveling
 FQ0547.and adjusted in June 1991.
 FQ0547.WARNING-GPS observations at this control monument resulted in a GPS
 FQ0547.derived orthometric height which differed from the leveled height by
 FQ0547.more than one decimeter (0.1 meter).
 FQ0547
 FQ0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0547
 FQ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0547
 FQ0547.The ellipsoidal height was determined by GPS observations
 FQ0547.and is referenced to NAD 83.
 FQ0547
 FQ0547.The geoid height was determined by GEOID03.
 FQ0547
 FQ0547.The dynamic height is computed by dividing the NAVD 88
 FQ0547.geopotential number by the normal gravity value computed on the
 FQ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0547.degrees latitude (g = 980.6199 gals.).
 FQ0547
 FQ0547.The modeled gravity was interpolated from observed gravity values.
 FQ0547
 FQ0547;                    North         East     Units Scale Factor Converg.
 FQ0547;SPC AZ C     -   466,763.823   249,775.111   MT  0.99991634   +0 13 50.2
 FQ0547;SPC AZ C     - 1,531,377.37    819,472.15   iFT  0.99991634   +0 13 50.2
 FQ0547;UTM  12      - 3,896,274.726   452,969.135   MT  0.99962726   -0 17 52.5
 FQ0547
 FQ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0547!SPC AZ C     -   0.99968475  x   0.99991634  =   0.99960111
 FQ0547!UTM  12      -   0.99968475  x   0.99962726  =   0.99931213
 FQ0547
 FQ0547                          SUPERSEDED SURVEY CONTROL
 FQ0547
 FQ0547  NAD 83(1992)-  35 12 30.18179(N)    111 31 00.14972(W) AD(       ) A
 FQ0547  ELLIP H (10/04/01) 2009.082  (m)                       GP(       ) 3 2
 FQ0547  NAVD 88 (08/22/05) 2032.48   (m)         6668.2    (f) LEVELING    3  
 FQ0547
 FQ0547.Superseded values are not recommended for survey control.
 FQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0547.See file dsdata.txt to determine how the superseded data were derived.
 FQ0547
 FQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5296996275(NAD 83)
 FQ0547_MARKER: DB = BENCH MARK DISK
 FQ0547_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0547_SP_SET: ROCK OUTCROP
 FQ0547_STAMPING: C 504 1983
 FQ0547_MARK LOGO: NONE  
 FQ0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0547+STABILITY: POSITION/ELEVATION WELL
 FQ0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0547+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 FQ0547
 FQ0547  HISTORY     - Date     Condition        Report By
 FQ0547  HISTORY     - 1983     MONUMENTED       NGS
 FQ0547  HISTORY     - 20010321 GOOD             SHEPH
 FQ0547
 FQ0547                          STATION DESCRIPTION
 FQ0547
 FQ0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0547'13.6 KM (8.45 MI) EAST FROM FLAGSTAFF.
 FQ0547'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0547'RAILROAD STATION IN FLAGSTAFF, IN THE CENTER OF A 6 BY 7 FT EXPOSED
 FQ0547'AREA OF OUTCROPPING BEDROCK, 59.1 METERS (193.9 FT) SOUTHEAST OF THE
 FQ0547'CENTER OF THE WALNUT CANYON OVERPASS AND 13.4 METERS (44.0 FT)
 FQ0547'NORTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 FQ0547'HIGHWAY 40.
 FQ0547'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0547'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FQ0547
 FQ0547                          STATION RECOVERY (2001)
 FQ0547
 FQ0547'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2001 (DHM)
 FQ0547'THE STATION IS LOCATED IN THE MEDIAN OF I-40 AT THE WALNUT CANYON
 FQ0547'OVERPASS NEAR THE EASTERN CITY LIMITS OF FLAGSTAFF.
 FQ0547' 
 FQ0547'TO REACH FROM THE JUNCTION OF I-40 AND COUNTRY CLUB ROAD IN EAST
 FQ0547'FLAGSTAFF, PROCEED EAST ON I-40 FOR 5.9 KM (3.7 MILES) IMMEDIATELY
 FQ0547'PAST THE WALNUT CANYON NATIONAL MONUMENT EXIT (EXIT 204) TO THE
 FQ0547'STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 FQ0547'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0775 ***********************************************************************
 ES0775  DESIGNATION -  C 505
 ES0775  PID         -  ES0775
 ES0775  STATE/COUNTY-  AZ/NAVAJO
 ES0775  USGS QUAD   -  HOLBROOK (1986)
 ES0775
 ES0775                         *CURRENT SURVEY CONTROL
 ES0775  ___________________________________________________________________
 ES0775* NAD 83(1986)-  34 54 36.     (N)    110 10 06.     (W)     SCALED    
 ES0775* NAVD 88     -      1573.675  (meters)    5162.97   (feet)  ADJUSTED  
 ES0775  ___________________________________________________________________
 ES0775  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0775  DYNAMIC HT  -        1571.522 (meters)    5155.90  (feet)  COMP
 ES0775  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 ES0775
 ES0775  VERT ORDER  -  FIRST     CLASS II
 ES0775
 ES0775.The horizontal coordinates were scaled from a topographic map and have
 ES0775.an estimated accuracy of +/- 6 seconds.
 ES0775
 ES0775.The orthometric height was determined by differential leveling
 ES0775.and adjusted in June 1991.
 ES0775
 ES0775.The geoid height was determined by GEOID03.
 ES0775
 ES0775.The dynamic height is computed by dividing the NAVD 88
 ES0775.geopotential number by the normal gravity value computed on the
 ES0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0775.degrees latitude (g = 980.6199 gals.).
 ES0775
 ES0775.The modeled gravity was interpolated from observed gravity values.
 ES0775
 ES0775;                    North         East    Units  Estimated Accuracy
 ES0775;SPC AZ E     -   433,590.      213,210.      MT  (+/- 180 meters Scaled)
 ES0775
 ES0775                          SUPERSEDED SURVEY CONTROL
 ES0775
 ES0775.No superseded survey control is available for this station.
 ES0775
 ES0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD759633(NAD 83)
 ES0775_MARKER: DB = BENCH MARK DISK
 ES0775_SETTING: 66 = SET IN ROCK OUTCROP
 ES0775_SP_SET: ROCK OUTCROP
 ES0775_STAMPING: C 505 1983
 ES0775_MARK LOGO: NGS   
 ES0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0775+STABILITY: POSITION/ELEVATION WELL
 ES0775
 ES0775  HISTORY     - Date     Condition        Report By
 ES0775  HISTORY     - 1983     MONUMENTED       NGS
 ES0775  HISTORY     - 1983     GOOD             NGS
 ES0775
 ES0775                          STATION DESCRIPTION
 ES0775
 ES0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0775'1.4 KM (0.85 MI) WEST FROM HOLBROOK.
 ES0775'1.4 KM (0.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 ES0775'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, IN THE CENTER OF A 7 BY FT
 ES0775'EXPOSED AREA OF OUTCROPPING BEDROCK, 108.5 METERS (356 0 FT) WEST OF
 ES0775'THE WEST EDGE OF A GUARDRAIL, 94.2 METERS (309.1 FT) EAST OF MILEPOST
 ES0775'286, 86.6 METERS (284.1 FT) WEST OF THE NORTH LEG OF A HIGHWAY
 ES0775'INFORMATION SIGN, 18.5 METERS (60.7 FT) SOUTH OF THE EAST BOUND LANES
 ES0775'OF THE HIGHWAY, AND 11.2 METERS (36.7 FT) NORTH OF A FENCE.
 ES0775'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0775'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0775
 ES0775                          STATION RECOVERY (1983)
 ES0775
 ES0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0459 ***********************************************************************
 GP0459  DESIGNATION -  C 506
 GP0459  PID         -  GP0459
 GP0459  STATE/COUNTY-  AZ/COCONINO
 GP0459  USGS QUAD   -  TUBA CITY NE (1969)
 GP0459
 GP0459                         *CURRENT SURVEY CONTROL
 GP0459  ___________________________________________________________________
 GP0459* NAD 83(1986)-  36 11 18.     (N)    111 04 11.     (W)     SCALED    
 GP0459* NAVD 88     -      1591.503  (meters)    5221.46   (feet)  ADJUSTED  
 GP0459  ___________________________________________________________________
 GP0459  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 GP0459  DYNAMIC HT  -        1589.500 (meters)    5214.88  (feet)  COMP
 GP0459  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 GP0459
 GP0459  VERT ORDER  -  FIRST     CLASS II
 GP0459
 GP0459.The horizontal coordinates were scaled from a topographic map and have
 GP0459.an estimated accuracy of +/- 6 seconds.
 GP0459
 GP0459.The orthometric height was determined by differential leveling
 GP0459.and adjusted in June 1991.
 GP0459
 GP0459.The geoid height was determined by GEOID03.
 GP0459
 GP0459.The dynamic height is computed by dividing the NAVD 88
 GP0459.geopotential number by the normal gravity value computed on the
 GP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0459.degrees latitude (g = 980.6199 gals.).
 GP0459
 GP0459.The modeled gravity was interpolated from observed gravity values.
 GP0459
 GP0459;                    North         East    Units  Estimated Accuracy
 GP0459;SPC AZ C     -   575,740.      289,540.      MT  (+/- 180 meters Scaled)
 GP0459
 GP0459                          SUPERSEDED SURVEY CONTROL
 GP0459
 GP0459.No superseded survey control is available for this station.
 GP0459
 GP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF937048(NAD 83)
 GP0459_MARKER: I = METAL ROD
 GP0459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0459+WITH SETTING: INFORMATION.
 GP0459_SP_SET: SHALLOW SET METAL ROD
 GP0459_STAMPING: C 506 1983
 GP0459_MARK LOGO: NGS   
 GP0459_PROJECTION: FLUSH
 GP0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0459_ROD/PIPE-DEPTH: 2.4  meters
 GP0459
 GP0459  HISTORY     - Date     Condition        Report By
 GP0459  HISTORY     - 1983     MONUMENTED       NGS
 GP0459
 GP0459                          STATION DESCRIPTION
 GP0459
 GP0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0459'16.6 KM (10.3 MI) NE FROM TUBA CITY.
 GP0459'16.6 KM (10.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0459'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI)
 GP0459'NORTHEAST OF A SIDE ROAD LEADING SOUTHEAST, 101.5 METERS (333.0 FT)
 GP0459'NORTHEAST OF MILEPOST 332, AND 60.7 METERS (199.1 FT) NORTHWEST OF THE
 GP0459'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 8.0 FEET.
 GP0459'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0459'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0390 ***********************************************************************
 GP0390  DESIGNATION -  C 507
 GP0390  PID         -  GP0390
 GP0390  STATE/COUNTY-  AZ/NAVAJO
 GP0390  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0390
 GP0390                         *CURRENT SURVEY CONTROL
 GP0390  ___________________________________________________________________
 GP0390* NAD 83(1986)-  36 55 33.     (N)    110 13 26.     (W)     SCALED    
 GP0390* NAVD 88     -      1620.509  (meters)    5316.62   (feet)  ADJUSTED  
 GP0390  ___________________________________________________________________
 GP0390  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GP0390  DYNAMIC HT  -        1618.636 (meters)    5310.47  (feet)  COMP
 GP0390  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 GP0390
 GP0390  VERT ORDER  -  FIRST     CLASS II
 GP0390
 GP0390.The horizontal coordinates were scaled from a topographic map and have
 GP0390.an estimated accuracy of +/- 6 seconds.
 GP0390
 GP0390.The orthometric height was determined by differential leveling
 GP0390.and adjusted in June 1991.
 GP0390
 GP0390.The geoid height was determined by GEOID03.
 GP0390
 GP0390.The dynamic height is computed by dividing the NAVD 88
 GP0390.geopotential number by the normal gravity value computed on the
 GP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0390.degrees latitude (g = 980.6199 gals.).
 GP0390
 GP0390.The modeled gravity was interpolated from observed gravity values.
 GP0390
 GP0390;                    North         East    Units  Estimated Accuracy
 GP0390;SPC AZ E     -   657,240.      208,260.      MT  (+/- 180 meters Scaled)
 GP0390
 GP0390                          SUPERSEDED SURVEY CONTROL
 GP0390
 GP0390.No superseded survey control is available for this station.
 GP0390
 GP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF691869(NAD 83)
 GP0390_MARKER: DB = BENCH MARK DISK
 GP0390_SETTING: 66 = SET IN ROCK OUTCROP
 GP0390_SP_SET: ROCK OUTCROP
 GP0390_STAMPING: C 507 1983
 GP0390_MARK LOGO: NGS   
 GP0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0390+STABILITY: POSITION/ELEVATION WELL
 GP0390
 GP0390  HISTORY     - Date     Condition        Report By
 GP0390  HISTORY     - 1983     MONUMENTED       NGS
 GP0390
 GP0390                          STATION DESCRIPTION
 GP0390
 GP0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0390'28.1 KM (17.45 MI) NORT FROM KAYENTA.
 GP0390'28.1 KM (17.45 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0390'WITH U.S. HIGHWAY 160 IN KAYENTA, 1.0 KM (0.6 MI) NORTH OF THE
 GP0390'INTERSECTION OF A DIRT CROSSROAD, 0.6 KM (0.35 MI) SOUTH OF THE
 GP0390'INTERSECTION OF A DIRT CROSSROAD, IN THE SOUTHWEST END OF A LARGE OVAL
 GP0390'MOUND OF OUTCROPPING BEDROCK, 66.0 METERS (216.5 FT) NORTH-NORTHEAST
 GP0390'OF MILEPOST 411, 32.9 METERS (107.9 FT) EAST OF THE CENTERLINE OF THE
 GP0390'HIGHWAY, 9.7 METERS (31.8 FT) EAST OF A WITNESS POST AND FENCE,
 GP0390'2.4 METERS (7.9 FT) NORTH OF THE SOUTH END OF THE OUTCROP, 2.2 METERS
 GP0390'(7.2 FT) EAST OF THE WEST END OF THE OUTCROP.
 GP0390'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0390'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0374 ***********************************************************************
 GP0374  DESIGNATION -  C 508
 GP0374  PID         -  GP0374
 GP0374  STATE/COUNTY-  AZ/COCONINO
 GP0374  USGS QUAD   -  BODAWAY MESA (1988)
 GP0374
 GP0374                         *CURRENT SURVEY CONTROL
 GP0374  ___________________________________________________________________
 GP0374* NAD 83(2007)-  36 20 55.90294(N)    111 30 18.82544(W)     NO CHECK  
 GP0374* NAVD 88     -      1738.890  (meters)    5705.01   (feet)  ADJUSTED  
 GP0374  ___________________________________________________________________
 GP0374  EPOCH DATE  -        2007.00
 GP0374  X           -  -1,885,914.210 (meters)                     COMP
 GP0374  Y           -  -4,786,391.017 (meters)                     COMP
 GP0374  Z           -   3,760,456.710 (meters)                     COMP
 GP0374  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GP0374  ELLIP HEIGHT-        1715.954 (meters)          (02/10/07) NO CHECK
 GP0374  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0374  DYNAMIC HT  -        1736.700 (meters)    5697.82  (feet)  COMP
 GP0374
 GP0374  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0374  Type    PID    Designation                      North   East  Ellip
 GP0374  -------------------------------------------------------------------
 GP0374  NETWORK GP0374 C 508                             0.86   0.74   1.96
 GP0374  -------------------------------------------------------------------
 GP0374  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 GP0374
 GP0374  VERT ORDER  -  FIRST     CLASS II
 GP0374
 GP0374.The horizontal coordinates were established by GPS observations
 GP0374.and adjusted by the National Geodetic Survey in February 2007.
 GP0374
 GP0374.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0374.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0374.No horizontal observational check was made to the station.
 GP0374.The horizontal coordinates are valid at the epoch date displayed above.
 GP0374.The epoch date for horizontal control is a decimal equivalence
 GP0374.of Year/Month/Day.
 GP0374
 GP0374.The orthometric height was determined by differential leveling
 GP0374.and adjusted in June 1991.
 GP0374
 GP0374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0374
 GP0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0374
 GP0374.The ellipsoidal height was determined by GPS observations
 GP0374.and is referenced to NAD 83.
 GP0374
 GP0374.The geoid height was determined by GEOID03.
 GP0374
 GP0374.The dynamic height is computed by dividing the NAVD 88
 GP0374.geopotential number by the normal gravity value computed on the
 GP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0374.degrees latitude (g = 980.6199 gals.).
 GP0374
 GP0374.The modeled gravity was interpolated from observed gravity values.
 GP0374
 GP0374;                    North         East     Units Scale Factor Converg.
 GP0374;SPC AZ C     -   593,298.108   250,289.039   MT  0.99991680   +0 14 37.9
 GP0374;SPC AZ C     - 1,946,516.10    821,158.26   iFT  0.99991680   +0 14 37.9
 GP0374;UTM  12      - 4,022,761.937   454,666.106   MT  0.99962532   -0 17 58.0
 GP0374
 GP0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0374!SPC AZ C     -   0.99973076  x   0.99991680  =   0.99964759
 GP0374!UTM  12      -   0.99973076  x   0.99962532  =   0.99935619
 GP0374
 GP0374                          SUPERSEDED SURVEY CONTROL
 GP0374
 GP0374  ELLIP H (01/12/01) 1715.972  (m)                       GP(       ) 4 1
 GP0374  NAD 83(1992)-  36 20 55.90278(N)    111 30 18.82489(W) AD(       ) 1
 GP0374  ELLIP H (03/14/97) 1716.013  (m)                       GP(       ) 3 1
 GP0374  NAVD 88 (03/14/97) 1738.90   (m)         5705.0    (f) LEVELING    3  
 GP0374
 GP0374.Superseded values are not recommended for survey control.
 GP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0374.See file dsdata.txt to determine how the superseded data were derived.
 GP0374
 GP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5466622762(NAD 83)
 GP0374_MARKER: DB = BENCH MARK DISK
 GP0374_SETTING: 66 = SET IN ROCK OUTCROP
 GP0374_SP_SET: ROCK OUTCROP
 GP0374_STAMPING: C 508 1983
 GP0374_MARK LOGO: NGS   
 GP0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0374+STABILITY: POSITION/ELEVATION WELL
 GP0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0374+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1995
 GP0374
 GP0374  HISTORY     - Date     Condition        Report By
 GP0374  HISTORY     - 1983     MONUMENTED       NGS
 GP0374  HISTORY     - 19931203 GOOD             USPSQD
 GP0374  HISTORY     - 19951211 GOOD             CHANCE
 GP0374
 GP0374                          STATION DESCRIPTION
 GP0374
 GP0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0374'6.5 KM (4.0 MI) NW FROM THE GAP.
 GP0374'6.5 KM (4.05 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0374'AT THE GAP, IN TOP OF THE SOUTHWEST END OF A 2- BY 7-FOOT PORTION OF
 GP0374'LIMESTONE OUTCROP ON THE SOUTHEAST BANK OF A DRY WASH, 56.4 METERS
 GP0374'(185 FT) WEST-NORTHWEST OF MILEPOST 502, 33.8 METERS (111 FT)
 GP0374'SOUTHWEST OF THE HIGHWAY CENTERLINE, 21.6 METERS (71 FT) SOUTHWEST OF
 GP0374'THE SOUTHWEST END OF A 60-INCH CORRUGATED METAL PIPE CULVERT,
 GP0374'7.6 METERS (25 FT) SOUTHEAST OF THE CENTER OF THE WASH.
 GP0374'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0374'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GP0374
 GP0374                          STATION RECOVERY (1993)
 GP0374
 GP0374'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0374'RECOVERED IN GOOD CONDITION.
 GP0374
 GP0374                          STATION RECOVERY (1995)
 GP0374
 GP0374'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 GP0374'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 GP0374'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) NORTHWEST FROM
 GP0374'THE GAP ALONG US HIGHWAY 89.  THE STATION IS LOCATED ON STATE OF
 GP0374'ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE TRADING
 GP0374'POST AT THE GAP, PROCEED 6.5 KM (4.05 MI) NORTHWEST ALONG US HIGHWAY
 GP0374'89 TO MILEPOST 502 AND THE STATION ON THE LEFT THE STATION IS A BENCH
 GP0374'MARK DISK SET IN TOP OF THE SOUTHWEST END OF A 2- BY 7-FOOT PORTION OF
 GP0374'LIMESTONE OUTCROP ON THE SOUTHEAST BANK OF A DRY WASH.  THE STATION IS
 GP0374'LOCATED 56.4 M (185.0 FT) WEST-NORTHWEST OF MILEPOST 502, 33.8 M
 GP0374'(110.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 21.6 M (70.9 FT)
 GP0374'SOUTHWEST OF THE SOUTHWEST END OF A 60-INCH CORRUGATED METAL PIPE
 GP0374'CULVERT, 7.6 M (24.9 FT) SOUTHEAST OF THE CENTER OF THE WASH, 0.4 M
 GP0374'(1.3 FT) NORTHWEST FROM A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 GP0374'HIGHWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0255 ***********************************************************************
 GP0255  DESIGNATION -  C 51
 GP0255  PID         -  GP0255
 GP0255  STATE/COUNTY-  AZ/COCONINO
 GP0255  USGS QUAD   -  EMMETT WASH (1985)
 GP0255
 GP0255                         *CURRENT SURVEY CONTROL
 GP0255  ___________________________________________________________________
 GP0255* NAD 83(1986)-  36 43 49.     (N)    111 45 35.     (W)     SCALED    
 GP0255* NAVD 88     -      1289.143  (meters)    4229.46   (feet)  POSTED    
 GP0255  ___________________________________________________________________
 GP0255  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0255  DYNAMIC HT  -        1287.650 (meters)    4224.56  (feet)  COMP
 GP0255  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 GP0255
 GP0255  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0255
 GP0255.The horizontal coordinates were scaled from a topographic map and have
 GP0255.an estimated accuracy of +/- 6 seconds.
 GP0255
 GP0255.The orthometric height was determined by differential leveling
 GP0255.and adjusted by the  in 1992.
 GP0255.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0255.rate of 0.0 thru 1.0 mm/km.
 GP0255
 GP0255.The geoid height was determined by GEOID03.
 GP0255
 GP0255.The dynamic height is computed by dividing the NAVD 88
 GP0255.geopotential number by the normal gravity value computed on the
 GP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0255.degrees latitude (g = 980.6199 gals.).
 GP0255
 GP0255.The modeled gravity was interpolated from observed gravity values.
 GP0255
 GP0255;                    North         East    Units  Estimated Accuracy
 GP0255;SPC AZ C     -   635,550.      227,380.      MT  (+/- 180 meters Scaled)
 GP0255
 GP0255                          SUPERSEDED SURVEY CONTROL
 GP0255
 GP0255  NGVD 29 (??/??/92) 1288.230  (m)         4226.47   (f) ADJ UNCH    1 2
 GP0255
 GP0255.Superseded values are not recommended for survey control.
 GP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0255.See file dsdata.txt to determine how the superseded data were derived.
 GP0255
 GP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF321652(NAD 83)
 GP0255_MARKER: DB = BENCH MARK DISK
 GP0255_SETTING: 80 = SET IN A BOULDER
 GP0255_SP_SET: BOULDER
 GP0255_STAMPING: C 51 1934
 GP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0255+STABILITY: SURFACE MOTION
 GP0255
 GP0255  HISTORY     - Date     Condition        Report By
 GP0255  HISTORY     - 1934     MONUMENTED       CGS
 GP0255
 GP0255                          STATION DESCRIPTION
 GP0255
 GP0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0255'9.7 MI SW FROM MARBLE CANYON.
 GP0255'9.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0255'MARBLE CANYON, COCONINO COUNTY, 290 FEET SOUTHEAST OF THE CENTER OF A
 GP0255'DOUBLE 54-INCH CORRUGATED-IRON PIPE CULVERT, 125 FEET SOUTH OF THE
 GP0255'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LIMESTONE BOULDER, AND
 GP0255'ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0508 ***********************************************************************
 FQ0508  DESIGNATION -  C 510
 FQ0508  PID         -  FQ0508
 FQ0508  STATE/COUNTY-  AZ/COCONINO
 FQ0508  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0508
 FQ0508                         *CURRENT SURVEY CONTROL
 FQ0508  ___________________________________________________________________
 FQ0508* NAD 83(2007)-  35 51 20.38298(N)    111 25 32.68357(W)     NO CHECK  
 FQ0508* NAVD 88     -      1336.521  (meters)    4384.90   (feet)  ADJUSTED  
 FQ0508  ___________________________________________________________________
 FQ0508  EPOCH DATE  -        2007.00
 FQ0508  X           -  -1,890,935.454 (meters)                     COMP
 FQ0508  Y           -  -4,818,723.810 (meters)                     COMP
 FQ0508  Z           -   3,715,991.846 (meters)                     COMP
 FQ0508  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 FQ0508  ELLIP HEIGHT-        1312.441 (meters)          (02/10/07) NO CHECK
 FQ0508  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0508  DYNAMIC HT  -        1334.848 (meters)    4379.41  (feet)  COMP
 FQ0508
 FQ0508  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0508  Type    PID    Designation                      North   East  Ellip
 FQ0508  -------------------------------------------------------------------
 FQ0508  NETWORK FQ0508 C 510                             0.86   0.73   1.96
 FQ0508  -------------------------------------------------------------------
 FQ0508  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 FQ0508
 FQ0508  VERT ORDER  -  FIRST     CLASS II
 FQ0508
 FQ0508.The horizontal coordinates were established by GPS observations
 FQ0508.and adjusted by the National Geodetic Survey in February 2007.
 FQ0508
 FQ0508.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0508.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0508.No horizontal observational check was made to the station.
 FQ0508.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0508.The epoch date for horizontal control is a decimal equivalence
 FQ0508.of Year/Month/Day.
 FQ0508
 FQ0508.The orthometric height was determined by differential leveling
 FQ0508.and adjusted in June 1991.
 FQ0508
 FQ0508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0508
 FQ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0508
 FQ0508.The ellipsoidal height was determined by GPS observations
 FQ0508.and is referenced to NAD 83.
 FQ0508
 FQ0508.The geoid height was determined by GEOID03.
 FQ0508
 FQ0508.The dynamic height is computed by dividing the NAVD 88
 FQ0508.geopotential number by the normal gravity value computed on the
 FQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0508.degrees latitude (g = 980.6199 gals.).
 FQ0508
 FQ0508.The modeled gravity was interpolated from observed gravity values.
 FQ0508
 FQ0508;                    North         East     Units Scale Factor Converg.
 FQ0508;SPC AZ C     -   538,610.344   257,699.524   MT  0.99992422   +0 17 15.2
 FQ0508;SPC AZ C     - 1,767,094.30    845,470.88   iFT  0.99992422   +0 17 15.2
 FQ0508;UTM  12      - 3,968,023.104   461,558.664   MT  0.99961821   -0 14 57.8
 FQ0508
 FQ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0508!SPC AZ C     -   0.99979405  x   0.99992422  =   0.99971829
 FQ0508!UTM  12      -   0.99979405  x   0.99961821  =   0.99941234
 FQ0508
 FQ0508                          SUPERSEDED SURVEY CONTROL
 FQ0508
 FQ0508  ELLIP H (01/12/01) 1312.459  (m)                       GP(       ) 4 1
 FQ0508  NAD 83(1992)-  35 51 20.38258(N)    111 25 32.68270(W) AD(       ) 1
 FQ0508  ELLIP H (03/14/97) 1312.500  (m)                       GP(       ) 3 1
 FQ0508  NAVD 88 (03/14/97) 1336.52   (m)         4384.9    (f) LEVELING    3  
 FQ0508
 FQ0508.Superseded values are not recommended for survey control.
 FQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0508.See file dsdata.txt to determine how the superseded data were derived.
 FQ0508
 FQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6155968023(NAD 83)
 FQ0508_MARKER: DB = BENCH MARK DISK
 FQ0508_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0508_SP_SET: ROCK OUTCROP
 FQ0508_STAMPING: C 510 1983
 FQ0508_MARK LOGO: NGS   
 FQ0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0508+STABILITY: POSITION/ELEVATION WELL
 FQ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0508+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 FQ0508
 FQ0508  HISTORY     - Date     Condition        Report By
 FQ0508  HISTORY     - 1983     MONUMENTED       NGS
 FQ0508  HISTORY     - 19951211 GOOD             CHANCE
 FQ0508  HISTORY     - 20070718 GOOD             INDIV
 FQ0508
 FQ0508                          STATION DESCRIPTION
 FQ0508
 FQ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0508'2.6 KM (1.6 MI) SOUTH FROM CAMERON.
 FQ0508'2.6 KM (1.6 KM ) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0508'CAMERON, IN TOP OF A MASSIVE SANDSTONE OUTCROP, 109.7 METERS (360 FT)
 FQ0508'WEST OF THE HIGHWAY CENTERLINE, 41.1 METERS (135 FT) NORTH OF THE
 FQ0508'CENTER OF STATE HIGHWAY 64, 27.4 METERS (90 FT) NORTHEAST OF THE NORTH
 FQ0508'END OF TWIN CORRUGATED METAL PIPE CULVERTS WITH A STONE HEADWALL, 9.1
 FQ0508'METERS (30 FT) NORTH OF THE NORTH RIGHT OF WAY FENCE.
 FQ0508'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0508'THE MARK IS 5.0 M BELOW THE HIGHWAYS.
 FQ0508
 FQ0508                          STATION RECOVERY (1995)
 FQ0508
 FQ0508'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 FQ0508'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 FQ0508'THE STATION IS LOCATED APPROXIMATELY 2.6 KM (1.60 MI) SOUTH OF CAMERON
 FQ0508'ALONG US HIGHWAY 89.  OWNERSHIP -- UNKNOWN TO REACH THE STATION FROM
 FQ0508'THE JUNCTION US HIGHWAY 89 AND STATE HIGHWAY 64 IN CAMERON, PROCEED
 FQ0508'0.6 KM (0.35 MI) WEST ALONG STATE HIGHWAY 64 TO THE STATION ON THE
 FQ0508'RIGHT THE STATION IS A BENCH MARK DISK IN TOP OF A MASSIVE SANDSTONE
 FQ0508'OUTCROP.  THE STATION IS LOCATED 109.7 M (359.9 FT) WEST OF US HIGHWAY
 FQ0508'89 CENTERLINE, 41.1 M (134.8 FT) NORTH OF STATE HIGHWAY 64 CENTERLINE,
 FQ0508'27.4 M (89.9 FT) NORTHEAST OF THE NORTH END OF TWIN CORRUGATED METAL
 FQ0508'PIPE CULVERTS WITH A STONE HEADWALL, 8.0 M (26.2 FT) NORTH OF THE
 FQ0508'NORTH RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST,
 FQ0508'AND 5.0 M (16.4 FT) BELOW THE HIGHWAYS
 FQ0508
 FQ0508                          STATION RECOVERY (2007)
 FQ0508
 FQ0508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MWD)
 FQ0508'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0500 ***********************************************************************
 FQ0500  DESIGNATION -  C 511
 FQ0500  PID         -  FQ0500
 FQ0500  STATE/COUNTY-  AZ/COCONINO
 FQ0500  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0500
 FQ0500                         *CURRENT SURVEY CONTROL
 FQ0500  ___________________________________________________________________
 FQ0500* NAD 83(1986)-  35 45 52.     (N)    111 28 03.     (W)     SCALED    
 FQ0500* NAVD 88     -      1467.125  (meters)    4813.39   (feet)  ADJUSTED  
 FQ0500  ___________________________________________________________________
 FQ0500  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FQ0500  DYNAMIC HT  -        1465.260 (meters)    4807.27  (feet)  COMP
 FQ0500  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 FQ0500
 FQ0500  VERT ORDER  -  FIRST     CLASS II
 FQ0500
 FQ0500.The horizontal coordinates were scaled from a topographic map and have
 FQ0500.an estimated accuracy of +/- 6 seconds.
 FQ0500
 FQ0500.The orthometric height was determined by differential leveling
 FQ0500.and adjusted in June 1991.
 FQ0500
 FQ0500.The geoid height was determined by GEOID03.
 FQ0500
 FQ0500.The dynamic height is computed by dividing the NAVD 88
 FQ0500.geopotential number by the normal gravity value computed on the
 FQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0500.degrees latitude (g = 980.6199 gals.).
 FQ0500
 FQ0500.The modeled gravity was interpolated from observed gravity values.
 FQ0500
 FQ0500;                    North         East    Units  Estimated Accuracy
 FQ0500;SPC AZ C     -   528,470.      253,980.      MT  (+/- 180 meters Scaled)
 FQ0500
 FQ0500                          SUPERSEDED SURVEY CONTROL
 FQ0500
 FQ0500.No superseded survey control is available for this station.
 FQ0500
 FQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE577579(NAD 83)
 FQ0500_MARKER: DB = BENCH MARK DISK
 FQ0500_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0500_SP_SET: ROCK OUTCROP
 FQ0500_STAMPING: C 511 1983
 FQ0500_MARK LOGO: NGS   
 FQ0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0500+STABILITY: POSITION/ELEVATION WELL
 FQ0500
 FQ0500  HISTORY     - Date     Condition        Report By
 FQ0500  HISTORY     - 1983     MONUMENTED       NGS
 FQ0500
 FQ0500                          STATION DESCRIPTION
 FQ0500
 FQ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0500'13.4 KM (8.3 MI) SOUTH FROM CAMERON.
 FQ0500'13.4 KM (8.3 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0500'CAMERON, AT A KEEP RIGHT EXCEPT TO PASS SIGN, IN TOP OF A MASSIVE
 FQ0500'PORTION OF OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 0.2 KM (0.15
 FQ0500'MI) SOUTH OF A POWER LINE CROSSING, 0.2 KM (0.15 MI) NORTH OF A T
 FQ0500'JUNCTION OF A ROAD LEADING EAST TO THE OLD HIGHWAY, 36.5 METERS (120
 FQ0500'FT) WEST OF THE HIGHWAY CENTERLINE, 51.8 METERS (170 FT) NORTH OF A
 FQ0500'BRACE POST IN THE RIGHT OF WAY FENCE, 3.0 METERS (10 FT) WEST OF THE
 FQ0500'RIGHT OF WAY FENCE.
 FQ0500'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0500'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0434 ***********************************************************************
 GP0434  DESIGNATION -  C 512
 GP0434  PID         -  GP0434
 GP0434  STATE/COUNTY-  AZ/COCONINO
 GP0434  USGS QUAD   -  COW SPRINGS (1970)
 GP0434
 GP0434                         *CURRENT SURVEY CONTROL
 GP0434  ___________________________________________________________________
 GP0434* NAD 83(1986)-  36 25 56.     (N)    110 46 12.     (W)     SCALED    
 GP0434* NAVD 88     -      1832.586  (meters)    6012.41   (feet)  ADJUSTED  
 GP0434  ___________________________________________________________________
 GP0434  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 GP0434  DYNAMIC HT  -        1830.278 (meters)    6004.84  (feet)  COMP
 GP0434  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 GP0434
 GP0434  VERT ORDER  -  FIRST     CLASS II
 GP0434
 GP0434.The horizontal coordinates were scaled from a topographic map and have
 GP0434.an estimated accuracy of +/- 6 seconds.
 GP0434
 GP0434.The orthometric height was determined by differential leveling
 GP0434.and adjusted in June 1991.
 GP0434
 GP0434.The geoid height was determined by GEOID03.
 GP0434
 GP0434.The dynamic height is computed by dividing the NAVD 88
 GP0434.geopotential number by the normal gravity value computed on the
 GP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0434.degrees latitude (g = 980.6199 gals.).
 GP0434
 GP0434.The modeled gravity was interpolated from observed gravity values.
 GP0434
 GP0434;                    North         East    Units  Estimated Accuracy
 GP0434;SPC AZ C     -   603,080.      316,170.      MT  (+/- 180 meters Scaled)
 GP0434
 GP0434                          SUPERSEDED SURVEY CONTROL
 GP0434
 GP0434.No superseded survey control is available for this station.
 GP0434
 GP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF206319(NAD 83)
 GP0434_MARKER: I = METAL ROD
 GP0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0434_SP_SET: STAINLESS STEEL ROD
 GP0434_STAMPING: C 512 1983
 GP0434_MARK LOGO: NGS   
 GP0434_PROJECTION: FLUSH
 GP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0434_ROD/PIPE-DEPTH: 12.2 meters
 GP0434
 GP0434  HISTORY     - Date     Condition        Report By
 GP0434  HISTORY     - 1983     MONUMENTED       NGS
 GP0434
 GP0434                          STATION DESCRIPTION
 GP0434
 GP0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0434'56.2 KM (34.9 MI) NE FROM TUBA CITY.
 GP0434'56.2 KM (34.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0434'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI)
 GP0434'NORTHEAST OF MILEPOST 356, 31.1 METERS (102.0 FT) SOUTHEAST OF THE
 GP0434'CENTERLINE OF THE HIGHWAY, AND 5.9 METERS (19.4 FT) NORTHEAST OF THE
 GP0434'CENTER OF A TRACK ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT
 GP0434'IS THROUGH A 5-INCH LOGO CAP.
 GP0434'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0434'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0408 ***********************************************************************
 GP0408  DESIGNATION -  C 513
 GP0408  PID         -  GP0408
 GP0408  STATE/COUNTY-  AZ/NAVAJO
 GP0408  USGS QUAD   -  KAYENTA WEST (1968)
 GP0408
 GP0408                         *CURRENT SURVEY CONTROL
 GP0408  ___________________________________________________________________
 GP0408* NAD 83(1986)-  36 41 26.     (N)    110 22 05.     (W)     SCALED    
 GP0408* NAVD 88     -      1830.743  (meters)    6006.36   (feet)  ADJUSTED  
 GP0408  ___________________________________________________________________
 GP0408  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 GP0408  DYNAMIC HT  -        1828.480 (meters)    5998.94  (feet)  COMP
 GP0408  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 GP0408
 GP0408  VERT ORDER  -  FIRST     CLASS II
 GP0408
 GP0408.The horizontal coordinates were scaled from a topographic map and have
 GP0408.an estimated accuracy of +/- 6 seconds.
 GP0408
 GP0408.The orthometric height was determined by differential leveling
 GP0408.and adjusted in June 1991.
 GP0408
 GP0408.The geoid height was determined by GEOID03.
 GP0408
 GP0408.The dynamic height is computed by dividing the NAVD 88
 GP0408.geopotential number by the normal gravity value computed on the
 GP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0408.degrees latitude (g = 980.6199 gals.).
 GP0408
 GP0408.The modeled gravity was interpolated from observed gravity values.
 GP0408
 GP0408;                    North         East    Units  Estimated Accuracy
 GP0408;SPC AZ E     -   631,150.      195,360.      MT  (+/- 180 meters Scaled)
 GP0408
 GP0408                          SUPERSEDED SURVEY CONTROL
 GP0408
 GP0408.No superseded survey control is available for this station.
 GP0408
 GP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF564607(NAD 83)
 GP0408_MARKER: DB = BENCH MARK DISK
 GP0408_SETTING: 66 = SET IN ROCK OUTCROP
 GP0408_SP_SET: ROCK OUTCROP
 GP0408_STAMPING: C 513 1983
 GP0408_MARK LOGO: NGS   
 GP0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0408+STABILITY: POSITION/ELEVATION WELL
 GP0408
 GP0408  HISTORY     - Date     Condition        Report By
 GP0408  HISTORY     - 1983     MONUMENTED       NGS
 GP0408
 GP0408                          STATION DESCRIPTION
 GP0408
 GP0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0408'11.0 KM (6.85 MI) SW FROM KAYENTA.
 GP0408'11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0408'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.6 KM (0.35 MI) SOUTHWEST
 GP0408'OF MILEPOST 387, IN THE NORTHWEST END OF THE NORTHEAST 1/2 OF A 10- BY
 GP0408'152-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 30.5 METERS (100.1 FT)
 GP0408'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP, 15.9 METERS (52.2 FT)
 GP0408'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.6 METERS (5.2 FT)
 GP0408'SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0408'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 GP0408'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2493 ***********************************************************************
 CZ2493  DESIGNATION -  C 516
 CZ2493  PID         -  CZ2493
 CZ2493  STATE/COUNTY-  AZ/PINAL
 CZ2493  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2493
 CZ2493                         *CURRENT SURVEY CONTROL
 CZ2493  ___________________________________________________________________
 CZ2493* NAD 83(1986)-  32 44 54.     (N)    111 32 58.     (W)     SCALED    
 CZ2493* NAVD 88     -       475.778  (meters)    1560.95   (feet)  ADJUSTED  
 CZ2493  ___________________________________________________________________
 CZ2493  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2493  DYNAMIC HT  -         475.176 (meters)    1558.97  (feet)  COMP
 CZ2493  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 CZ2493
 CZ2493  VERT ORDER  -  FIRST     CLASS II
 CZ2493
 CZ2493.The horizontal coordinates were scaled from a topographic map and have
 CZ2493.an estimated accuracy of +/- 6 seconds.
 CZ2493
 CZ2493.The orthometric height was determined by differential leveling
 CZ2493.and adjusted in November 1993.
 CZ2493
 CZ2493.The geoid height was determined by GEOID03.
 CZ2493
 CZ2493.The dynamic height is computed by dividing the NAVD 88
 CZ2493.geopotential number by the normal gravity value computed on the
 CZ2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2493.degrees latitude (g = 980.6199 gals.).
 CZ2493
 CZ2493.The modeled gravity was interpolated from observed gravity values.
 CZ2493
 CZ2493;                    North         East    Units  Estimated Accuracy
 CZ2493;SPC AZ C     -   193,900.      247,770.      MT  (+/- 180 meters Scaled)
 CZ2493
 CZ2493                          SUPERSEDED SURVEY CONTROL
 CZ2493
 CZ2493.No superseded survey control is available for this station.
 CZ2493
 CZ2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB485235(NAD 83)
 CZ2493_MARKER: I = METAL ROD
 CZ2493_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2493_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2493_STAMPING: C 516 1991
 CZ2493_MARK LOGO: NGS   
 CZ2493_PROJECTION: FLUSH
 CZ2493_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2493+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ2493_ROD/PIPE-DEPTH: 8.9  meters
 CZ2493_SLEEVE-DEPTH  : 0.9 meters
 CZ2493
 CZ2493  HISTORY     - Date     Condition        Report By
 CZ2493  HISTORY     - 1991     MONUMENTED       NGS
 CZ2493  HISTORY     - 20070311 GOOD             GEOCAC
 CZ2493
 CZ2493                          STATION DESCRIPTION
 CZ2493
 CZ2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2493'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2493'ELOY, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ2493'PACIFIC RAILROAD, 0.1 KM (0.05 MI) SOUTHEAST OF THE INTERSECTION OF
 CZ2493'SUNSHINE BOULEVARD, 27.8 M (91.2 FT) NORTHEAST OF THE NEAR RAIL, 10.8
 CZ2493'M (35.4 FT) WEST-NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST
 CZ2493'HEADWALL OF A CULVERT, 10.7 M (35.1 FT) SOUTHWEST OF THE CENTERLINE
 CZ2493'OF THE EASTBOUND LANES OF STATE HIGHWAY 84, 2.0 M (6.6 FT) SOUTHEAST
 CZ2493'OF A UTILITY POLE WITH A TRANSFORMER, 0.3 M (1.0 FT) NORTHEAST OF A
 CZ2493'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CZ2493'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2493
 CZ2493                          STATION RECOVERY (2007)
 CZ2493
 CZ2493'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2294 ***********************************************************************
 DU2294  DESIGNATION -  C 517
 DU2294  PID         -  DU2294
 DU2294  STATE/COUNTY-  AZ/PINAL
 DU2294  USGS QUAD   -  SACATON NE (1978)
 DU2294
 DU2294                         *CURRENT SURVEY CONTROL
 DU2294  ___________________________________________________________________
 DU2294* NAD 83(1986)-  33 09 43.     (N)    111 31 43.     (W)     SCALED    
 DU2294* NAVD 88     -       457.852  (meters)    1502.14   (feet)  ADJUSTED  
 DU2294  ___________________________________________________________________
 DU2294  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2294  DYNAMIC HT  -         457.301 (meters)    1500.33  (feet)  COMP
 DU2294  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 DU2294
 DU2294  VERT ORDER  -  FIRST     CLASS II
 DU2294
 DU2294.The horizontal coordinates were scaled from a topographic map and have
 DU2294.an estimated accuracy of +/- 6 seconds.
 DU2294
 DU2294.The orthometric height was determined by differential leveling
 DU2294.and adjusted in November 1993.
 DU2294
 DU2294.The geoid height was determined by GEOID03.
 DU2294
 DU2294.The dynamic height is computed by dividing the NAVD 88
 DU2294.geopotential number by the normal gravity value computed on the
 DU2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2294.degrees latitude (g = 980.6199 gals.).
 DU2294
 DU2294.The modeled gravity was interpolated from observed gravity values.
 DU2294
 DU2294;                    North         East    Units  Estimated Accuracy
 DU2294;SPC AZ C     -   239,780.      249,560.      MT  (+/- 180 meters Scaled)
 DU2294
 DU2294                          SUPERSEDED SURVEY CONTROL
 DU2294
 DU2294.No superseded survey control is available for this station.
 DU2294
 DU2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB507693(NAD 83)
 DU2294_MARKER: I = METAL ROD
 DU2294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2294_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2294_STAMPING: C 517 1992
 DU2294_MARK LOGO: NGS   
 DU2294_PROJECTION: FLUSH
 DU2294_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2294_ROD/PIPE-DEPTH: 2.1  meters
 DU2294
 DU2294  HISTORY     - Date     Condition        Report By
 DU2294  HISTORY     - 1992     MONUMENTED       NGS
 DU2294  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 DU2294
 DU2294                          STATION DESCRIPTION
 DU2294
 DU2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2294'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2294'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU2294'THENCE 13.1 KM (8.15 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU2294'RAILROAD, 31.1 M (102.0 FT) SOUTHWEST OF THE NEAR RAIL, 15.9 M (52.2
 DU2294'FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 6.6 M (21.7 FT) NORTHEAST
 DU2294'OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT)
 DU2294'NORTHWEST OF UTILITY POLE NUMBER 105, AND 0.5 M (1.6 FT) SOUTHEAST OF
 DU2294'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2294'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 DU2294
 DU2294                          STATION RECOVERY (2006)
 DU2294
 DU2294'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2294'THE WITNESS POST WAS FOUND, BUT THERE IS A TW0 FOOT DEEP HOLE WHERE
 DU2294'THE STATION SHOULD BE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2319 ***********************************************************************
 DU2319  DESIGNATION -  C 518
 DU2319  PID         -  DU2319
 DU2319  STATE/COUNTY-  AZ/MARICOPA
 DU2319  USGS QUAD   -  MESA (1982)
 DU2319
 DU2319                         *CURRENT SURVEY CONTROL
 DU2319  ___________________________________________________________________
 DU2319* NAD 83(1986)-  33 24 56.     (N)    111 47 03.     (W)     SCALED    
 DU2319* NAVD 88     -       382.634  (meters)    1255.36   (feet)  ADJUSTED  
 DU2319  ___________________________________________________________________
 DU2319  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU2319  DYNAMIC HT  -         382.181 (meters)    1253.87  (feet)  COMP
 DU2319  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 DU2319
 DU2319  VERT ORDER  -  FIRST     CLASS II
 DU2319
 DU2319.The horizontal coordinates were scaled from a topographic map and have
 DU2319.an estimated accuracy of +/- 6 seconds.
 DU2319
 DU2319.The orthometric height was determined by differential leveling
 DU2319.and adjusted in November 1993.
 DU2319
 DU2319.The geoid height was determined by GEOID03.
 DU2319
 DU2319.The dynamic height is computed by dividing the NAVD 88
 DU2319.geopotential number by the normal gravity value computed on the
 DU2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2319.degrees latitude (g = 980.6199 gals.).
 DU2319
 DU2319.The modeled gravity was interpolated from observed gravity values.
 DU2319
 DU2319;                    North         East    Units  Estimated Accuracy
 DU2319;SPC AZ C     -   267,840.      225,680.      MT  (+/- 180 meters Scaled)
 DU2319
 DU2319                          SUPERSEDED SURVEY CONTROL
 DU2319
 DU2319.No superseded survey control is available for this station.
 DU2319
 DU2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB270976(NAD 83)
 DU2319_MARKER: DV = VERTICAL CONTROL DISK
 DU2319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2319_SP_SET: ABUTMENT
 DU2319_STAMPING: C 518 1992
 DU2319_MARK LOGO: NGS   
 DU2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2319+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DU2319
 DU2319  HISTORY     - Date     Condition        Report By
 DU2319  HISTORY     - 1992     MONUMENTED       NGS
 DU2319  HISTORY     - 20051228 GOOD             GEOCAC
 DU2319  HISTORY     - 20080506 GOOD             GEOCAC
 DU2319
 DU2319                          STATION DESCRIPTION
 DU2319
 DU2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2319'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2319'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, IN TOP
 DU2319'OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 DU2319'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE CONSOLIDATED
 DU2319'CANAL, 2.1 M (6.9 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 0.4 M
 DU2319'(1.3 FT) NORTH OF THE BRIDGE RAILING, AND 0.3 M (1.0 FT) ABOVE THE
 DU2319'LEVEL OF THE HIGHWAY.
 DU2319
 DU2319                          STATION RECOVERY (2005)
 DU2319
 DU2319'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2319'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2319'33 24 56.10 (N)   111 47 03.18 (W) (NAD 83).
 DU2319
 DU2319                          STATION RECOVERY (2008)
 DU2319
 DU2319'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2319'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU2319'24.931' W111 47.054'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2292 ***********************************************************************
 DV2292  DESIGNATION -  C 519
 DV2292  PID         -  DV2292
 DV2292  STATE/COUNTY-  AZ/MARICOPA
 DV2292  USGS QUAD   -  PHOENIX (1982)
 DV2292
 DV2292                         *CURRENT SURVEY CONTROL
 DV2292  ___________________________________________________________________
 DV2292* NAD 83(1986)-  33 24 55.     (N)    112 01 44.     (W)     SCALED    
 DV2292* NAVD 88     -       335.187  (meters)    1099.69   (feet)  ADJUSTED  
 DV2292  ___________________________________________________________________
 DV2292  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV2292  DYNAMIC HT  -         334.802 (meters)    1098.43  (feet)  COMP
 DV2292  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV2292
 DV2292  VERT ORDER  -  FIRST     CLASS II
 DV2292
 DV2292.The horizontal coordinates were scaled from a topographic map and have
 DV2292.an estimated accuracy of +/- 6 seconds.
 DV2292
 DV2292.The orthometric height was determined by differential leveling
 DV2292.and adjusted in November 1993.
 DV2292
 DV2292.The geoid height was determined by GEOID03.
 DV2292
 DV2292.The dynamic height is computed by dividing the NAVD 88
 DV2292.geopotential number by the normal gravity value computed on the
 DV2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2292.degrees latitude (g = 980.6199 gals.).
 DV2292
 DV2292.The modeled gravity was interpolated from observed gravity values.
 DV2292
 DV2292;                    North         East    Units  Estimated Accuracy
 DV2292;SPC AZ C     -   267,810.      202,920.      MT  (+/- 180 meters Scaled)
 DV2292
 DV2292                          SUPERSEDED SURVEY CONTROL
 DV2292
 DV2292.No superseded survey control is available for this station.
 DV2292
 DV2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB043977(NAD 83)
 DV2292_MARKER: DV = VERTICAL CONTROL DISK
 DV2292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2292_SP_SET: ABUTMENT
 DV2292_STAMPING: C 519 1992
 DV2292_MARK LOGO: NGS   
 DV2292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2292+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV2292
 DV2292  HISTORY     - Date     Condition        Report By
 DV2292  HISTORY     - 1992     MONUMENTED       NGS
 DV2292  HISTORY     - 20061203 GOOD             GEOCAC
 DV2292
 DV2292                          STATION DESCRIPTION
 DV2292
 DV2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2292'IN PHOENIX, AT THE INTERSECTION OF SOUTH 24TH STREET AND THE SALT
 DV2292'RIVER, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END OF THE SOUTH
 DV2292'CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING THE RIVER, 7.3 M
 DV2292'(24.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 DV2292'LANES OF THE STREET, AND 0.4 M (1.3 FT) EAST OF THE EAST BRIDGE RAIL.
 DV2292
 DV2292                          STATION RECOVERY (2006)
 DV2292
 DV2292'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0036 ***********************************************************************
 GQ0036  DESIGNATION -  C 52
 GQ0036  PID         -  GQ0036
 GQ0036  STATE/COUNTY-  AZ/COCONINO
 GQ0036  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0036
 GQ0036                         *CURRENT SURVEY CONTROL
 GQ0036  ___________________________________________________________________
 GQ0036* NAD 83(1986)-  36 50 54.     (N)    112 17 10.     (W)     SCALED    
 GQ0036* NAVD 88     -      1800.595  (meters)    5907.45   (feet)  POSTED    
 GQ0036  ___________________________________________________________________
 GQ0036  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 GQ0036  DYNAMIC HT  -        1798.400 (meters)    5900.25  (feet)  COMP
 GQ0036  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 GQ0036
 GQ0036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0036
 GQ0036.The horizontal coordinates were scaled from a topographic map and have
 GQ0036.an estimated accuracy of +/- 6 seconds.
 GQ0036
 GQ0036.The orthometric height was determined by differential leveling
 GQ0036.and adjusted by the  in 1992.
 GQ0036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0036.rate of 0.0 thru 1.0 mm/km.
 GQ0036
 GQ0036.The geoid height was determined by GEOID03.
 GQ0036
 GQ0036.The dynamic height is computed by dividing the NAVD 88
 GQ0036.geopotential number by the normal gravity value computed on the
 GQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0036.degrees latitude (g = 980.6199 gals.).
 GQ0036
 GQ0036.The modeled gravity was interpolated from observed gravity values.
 GQ0036
 GQ0036;                    North         East    Units  Estimated Accuracy
 GQ0036;SPC AZ C     -   648,700.      180,410.      MT  (+/- 180 meters Scaled)
 GQ0036
 GQ0036                          SUPERSEDED SURVEY CONTROL
 GQ0036
 GQ0036  NGVD 29 (??/??/92) 1799.540  (m)         5903.99   (f) ADJ UNCH    1 2
 GQ0036
 GQ0036.Superseded values are not recommended for survey control.
 GQ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0036.See file dsdata.txt to determine how the superseded data were derived.
 GQ0036
 GQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF853788(NAD 83)
 GQ0036_MARKER: DB = BENCH MARK DISK
 GQ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0036_STAMPING: C 52 1934
 GQ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0036+STABILITY: SURFACE MOTION
 GQ0036
 GQ0036  HISTORY     - Date     Condition        Report By
 GQ0036  HISTORY     - 1934     MONUMENTED       CGS
 GQ0036  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0036
 GQ0036                          STATION DESCRIPTION
 GQ0036
 GQ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0036'16.0 MI SE FROM FREDONIA.
 GQ0036'16.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0036'COUNTY, 0.1 MILE EAST OF A CATTLE GUARD AND THE FENCE AT THE WEST
 GQ0036'BOUNDARY OF THE KAIBAB NATIONAL FOREST, IN THE TRIANGLE AT THE
 GQ0036'JUNCTION OF THE ROAD LEADING SOUTH TO RYAN AND BIG SPRINGS, 31 FEET
 GQ0036'WEST OF AN 18-INCH IRON-PIPE CULVERT, AND 71 FEET SOUTH OF THE
 GQ0036'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 52 1934 AND SET
 GQ0036'IN THE TOP OF A CONCRETE POST.
 GQ0036
 GQ0036                          STATION RECOVERY (1966)
 GQ0036
 GQ0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2317 ***********************************************************************
 DV2317  DESIGNATION -  C 520
 DV2317  PID         -  DV2317
 DV2317  STATE/COUNTY-  AZ/MARICOPA
 DV2317  USGS QUAD   -  TOLLESON (1982)
 DV2317
 DV2317                         *CURRENT SURVEY CONTROL
 DV2317  ___________________________________________________________________
 DV2317* NAD 83(1986)-  33 25 17.     (N)    112 21 50.     (W)     SCALED    
 DV2317* NAVD 88     -       292.242  (meters)     958.80   (feet)  ADJUSTED  
 DV2317  ___________________________________________________________________
 DV2317  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV2317  DYNAMIC HT  -         291.907 (meters)     957.70  (feet)  COMP
 DV2317  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 DV2317
 DV2317  VERT ORDER  -  FIRST     CLASS II
 DV2317
 DV2317.The horizontal coordinates were scaled from a topographic map and have
 DV2317.an estimated accuracy of +/- 6 seconds.
 DV2317
 DV2317.The orthometric height was determined by differential leveling
 DV2317.and adjusted in November 1993.
 DV2317
 DV2317.The geoid height was determined by GEOID03.
 DV2317
 DV2317.The dynamic height is computed by dividing the NAVD 88
 DV2317.geopotential number by the normal gravity value computed on the
 DV2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2317.degrees latitude (g = 980.6199 gals.).
 DV2317
 DV2317.The modeled gravity was interpolated from observed gravity values.
 DV2317
 DV2317;                    North         East    Units  Estimated Accuracy
 DV2317;SPC AZ C     -   268,570.      171,770.      MT  (+/- 180 meters Scaled)
 DV2317
 DV2317                          SUPERSEDED SURVEY CONTROL
 DV2317
 DV2317.No superseded survey control is available for this station.
 DV2317
 DV2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB731988(NAD 83)
 DV2317_MARKER: I = METAL ROD
 DV2317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2317_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2317_STAMPING: C 520 1992
 DV2317_MARK LOGO: NGS   
 DV2317_PROJECTION: FLUSH
 DV2317_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2317+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2317_ROD/PIPE-DEPTH: 9.7  meters
 DV2317_SLEEVE-DEPTH  : 0.9 meters
 DV2317
 DV2317  HISTORY     - Date     Condition        Report By
 DV2317  HISTORY     - 1992     MONUMENTED       NGS
 DV2317  HISTORY     - 20060928 MARK NOT FOUND   GEOCAC
 DV2317
 DV2317                          STATION DESCRIPTION
 DV2317
 DV2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2317'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2317'BUCKEYE, THENCE 22.6 KM (14.05 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV2317'22.1 M (72.5 FT) NORTHWEST OF THE ROAD CENTERLINE, 15.7 M (51.5 FT)
 DV2317'SOUTHWEST OF THE EXTENDED CENTERLINE OF WEST LOWER BUCKEYE ROAD, 9.2
 DV2317'M (30.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 DV2317'RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0
 DV2317'FT) NORTHEAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 DV2317'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DV2317'LOGO CAP.
 DV2317
 DV2317                          STATION RECOVERY (2006)
 DV2317
 DV2317'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2317'WITNESS POST WAS FOUND, AND A TWO FOOT DEEP HOLE WHERE THE MARK SHOULD
 DV2317'BE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2336 ***********************************************************************
 DV2336  DESIGNATION -  C 521
 DV2336  PID         -  DV2336
 DV2336  STATE/COUNTY-  AZ/MARICOPA
 DV2336  USGS QUAD   -  LAVEEN (1973)
 DV2336
 DV2336                         *CURRENT SURVEY CONTROL
 DV2336  ___________________________________________________________________
 DV2336* NAD 83(1986)-  33 21 48.     (N)    112 10 10.     (W)     SCALED    
 DV2336* NAVD 88     -       315.966  (meters)    1036.63   (feet)  ADJUSTED  
 DV2336  ___________________________________________________________________
 DV2336  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2336  DYNAMIC HT  -         315.607 (meters)    1035.45  (feet)  COMP
 DV2336  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 DV2336
 DV2336  VERT ORDER  -  FIRST     CLASS II
 DV2336
 DV2336.The horizontal coordinates were scaled from a topographic map and have
 DV2336.an estimated accuracy of +/- 6 seconds.
 DV2336
 DV2336.The orthometric height was determined by differential leveling
 DV2336.and adjusted in August 1994.
 DV2336
 DV2336.The geoid height was determined by GEOID03.
 DV2336
 DV2336.The dynamic height is computed by dividing the NAVD 88
 DV2336.geopotential number by the normal gravity value computed on the
 DV2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2336.degrees latitude (g = 980.6199 gals.).
 DV2336
 DV2336.The modeled gravity was interpolated from observed gravity values.
 DV2336
 DV2336;                    North         East    Units  Estimated Accuracy
 DV2336;SPC AZ C     -   262,070.      189,840.      MT  (+/- 180 meters Scaled)
 DV2336
 DV2336                          SUPERSEDED SURVEY CONTROL
 DV2336
 DV2336.No superseded survey control is available for this station.
 DV2336
 DV2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912921(NAD 83)
 DV2336_MARKER: I = METAL ROD
 DV2336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2336_SP_SET: STAINLESS STEEL ROD
 DV2336_STAMPING: C 521 1994
 DV2336_MARK LOGO: NGS   
 DV2336_PROJECTION: FLUSH
 DV2336_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2336+STABILITY: POSITION/ELEVATION WELL
 DV2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2336+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DV2336_ROD/PIPE-DEPTH: 7.7  meters
 DV2336
 DV2336  HISTORY     - Date     Condition        Report By
 DV2336  HISTORY     - 1994     MONUMENTED       NGS
 DV2336
 DV2336                          STATION DESCRIPTION
 DV2336
 DV2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2336'0.1 KM (0.05 MI) NORTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2336'LAVEEN, 25.8 M (84.6 FT) NORTH OF THE CENTERLINE OF DOBBINS ROAD,
 DV2336'17.6 M (57.7 FT) WEST OF THE AVENUE CENTERLINE, 11.1 M (36.4 FT)
 DV2336'NORTHEAST OF THE NORTHEAST CORNER OF HEADGATE NUMBER 7-134-37, 5.2 M
 DV2336'(17.1 FT) WEST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) BELOW
 DV2336'THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 DV2336'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2378 ***********************************************************************
 DU2378  DESIGNATION -  C 522
 DU2378  PID         -  DU2378
 DU2378  STATE/COUNTY-  AZ/MARICOPA
 DU2378  USGS QUAD   -  MESA (1982)
 DU2378
 DU2378                         *CURRENT SURVEY CONTROL
 DU2378  ___________________________________________________________________
 DU2378* NAD 83(1986)-  33 23 36.     (N)    111 50 18.     (W)     SCALED    
 DU2378* NAVD 88     -       370.984  (meters)    1217.14   (feet)  ADJUSTED  
 DU2378  ___________________________________________________________________
 DU2378  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU2378  DYNAMIC HT  -         370.546 (meters)    1215.70  (feet)  COMP
 DU2378  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 DU2378
 DU2378  VERT ORDER  -  FIRST     CLASS II
 DU2378
 DU2378.The horizontal coordinates were scaled from a topographic map and have
 DU2378.an estimated accuracy of +/- 6 seconds.
 DU2378
 DU2378.The orthometric height was determined by differential leveling
 DU2378.and adjusted in August 1994.
 DU2378
 DU2378.The geoid height was determined by GEOID03.
 DU2378
 DU2378.The dynamic height is computed by dividing the NAVD 88
 DU2378.geopotential number by the normal gravity value computed on the
 DU2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2378.degrees latitude (g = 980.6199 gals.).
 DU2378
 DU2378.The modeled gravity was interpolated from observed gravity values.
 DU2378
 DU2378;                    North         East    Units  Estimated Accuracy
 DU2378;SPC AZ C     -   265,370.      220,650.      MT  (+/- 180 meters Scaled)
 DU2378
 DU2378                          SUPERSEDED SURVEY CONTROL
 DU2378
 DU2378.No superseded survey control is available for this station.
 DU2378
 DU2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220952(NAD 83)
 DU2378_MARKER: I = METAL ROD
 DU2378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2378_SP_SET: STAINLESS STEEL ROD
 DU2378_STAMPING: C 522 1994
 DU2378_MARK LOGO: NGS   
 DU2378_PROJECTION: FLUSH
 DU2378_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2378+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DU2378_ROD/PIPE-DEPTH: 4.3  meters
 DU2378
 DU2378  HISTORY     - Date     Condition        Report By
 DU2378  HISTORY     - 1994     MONUMENTED       NGS
 DU2378  HISTORY     - 19941012 GOOD             NGS
 DU2378  HISTORY     - 19941026 GOOD             NGS
 DU2378  HISTORY     - 20051216 GOOD             GEOCAC
 DU2378  HISTORY     - 20080506 GOOD             GEOCAC
 DU2378
 DU2378                          STATION DESCRIPTION
 DU2378
 DU2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2378'IN MESA, AT 230 SOUTHERN AVENUE, 19.0 M (62.3 FT) NORTH OF AND LEVEL
 DU2378'WITH THE AVENUE CENTER, 12.1 M (39.7 FT) WEST-SOUTHWEST OF THE
 DU2378'SOUTHWEST CORNER OF A HOUSE AT 230 SOUTHERN AVENUE, 6.8 M (22.3 FT)
 DU2378'NORTH OF A UTILITY LIGHT POLE, 3.0 M (9.8 FT) SOUTH OF A STEEL GATE
 DU2378'POST, 3.0 M (9.8 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 0.3 M
 DU2378'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 DU2378'POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2378
 DU2378                          STATION RECOVERY (1994)
 DU2378
 DU2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU2378'IN MESA, AT 230 SOUTHERN AVENUE, 19.0 M (62.3 FT) NORTH OF AND LEVEL
 DU2378'WITH THE AVENUE CENTER, 12.1 M (39.7 FT) WEST-SOUTHWEST OF THE
 DU2378'SOUTHWEST CORNER OF A HOUSE AT 230 SOUTHERN AVENUE, 6.8 M (22.3 FT)
 DU2378'NORTH OF A UTILITY LIGHT POLE, 3.0 M (9.8 FT) SOUTH OF A STEEL GATE
 DU2378'POST, 3.0 M (9.8 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 0.3 M (1.0
 DU2378'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 DU2378'IS THROUGH A 5-INCH LOGO CAP.
 DU2378
 DU2378                          STATION RECOVERY (1994)
 DU2378
 DU2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2378'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2378'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU2378'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2378'87 (COUNTRY CLUB DRIVE) IN MESA, GO NORTH ON COUNTRY CLUB DRIVE FOR
 DU2378'0.5 MILE (0.8 KM) TO THE INTERSECTION OF SOUTHERN AVENUE, TURN RIGHT
 DU2378'AND GO EAST ON SOUTHERN AVENUE FOR 0.15 MILE (0.24 KM) TO THE DIRT
 DU2378'DRIVEWAY LEFT AND THE STATION ON THE LEFT, 57.0 FEET (17.4 M) NORTH OF
 DU2378'AND LEVEL WITH THE AVENUE CENTER, 39.7 FEET (12.1 M) WEST-SOUTHWEST OF
 DU2378'THE SOUTHWEST CORNER OF A HOUSE AT 230 SOUTHERN AVENUE, 22.3 FEET (6.8
 DU2378'M) NORTH OF A UTILITY LIGHT POLE, 9.8 FEET (3.0 M) SOUTH OF A STEEL
 DU2378'GATE POST, 9.8 FEET (3.0 M) WEST OF THE CENTER OF A DRIVEWAY, AND 1.0
 DU2378'FOOT (0.3 M) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 DU2378'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2378
 DU2378                          STATION RECOVERY (2005)
 DU2378
 DU2378'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2378'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2378'33 23 36.78 (N)   111 50 14.58 (W) (NAD 83).
 DU2378
 DU2378                          STATION RECOVERY (2008)
 DU2378
 DU2378'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2378'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU2378'23.610' W111 50.244'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0523 ***********************************************************************
 FR0523  DESIGNATION -  C 53
 FR0523  PID         -  FR0523
 FR0523  STATE/COUNTY-  AZ/MOHAVE
 FR0523  USGS QUAD   -  ANTARES (1980)
 FR0523
 FR0523                         *CURRENT SURVEY CONTROL
 FR0523  ___________________________________________________________________
 FR0523* NAD 83(1986)-  35 25 45.     (N)    113 46 07.     (W)     SCALED    
 FR0523* NAVD 88     -      1027.103  (meters)    3369.75   (feet)  POSTED    
 FR0523  ___________________________________________________________________
 FR0523  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FR0523  DYNAMIC HT  -        1025.890 (meters)    3365.77  (feet)  COMP
 FR0523  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 FR0523
 FR0523  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0523
 FR0523.The horizontal coordinates were scaled from a topographic map and have
 FR0523.an estimated accuracy of +/- 6 seconds.
 FR0523
 FR0523.The orthometric height was determined by differential leveling
 FR0523.and adjusted by the  in 1992.
 FR0523.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0523.rate of 1.1 thru 2.0 mm/km.
 FR0523
 FR0523.The geoid height was determined by GEOID03.
 FR0523
 FR0523.The dynamic height is computed by dividing the NAVD 88
 FR0523.geopotential number by the normal gravity value computed on the
 FR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0523.degrees latitude (g = 980.6199 gals.).
 FR0523
 FR0523.The modeled gravity was interpolated from observed gravity values.
 FR0523
 FR0523;                    North         East    Units  Estimated Accuracy
 FR0523;SPC AZ W     -   491,200.      211,670.      MT  (+/- 180 meters Scaled)
 FR0523
 FR0523                          SUPERSEDED SURVEY CONTROL
 FR0523
 FR0523  NGVD 29 (??/??/92) 1026.310  (m)         3367.15   (f) ADJ UNCH    1 1
 FR0523
 FR0523.Superseded values are not recommended for survey control.
 FR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0523.See file dsdata.txt to determine how the superseded data were derived.
 FR0523
 FR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE486241(NAD 83)
 FR0523_MARKER: DB = BENCH MARK DISK
 FR0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0523_STAMPING: C 53 1934
 FR0523_MARK LOGO: CGS   
 FR0523_PROJECTION: PROJECTING 7 CENTIMETERS
 FR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0523+STABILITY: SURFACE MOTION
 FR0523
 FR0523  HISTORY     - Date     Condition        Report By
 FR0523  HISTORY     - 1934     MONUMENTED       CGS
 FR0523  HISTORY     - 1940     GOOD             NGS
 FR0523  HISTORY     - 1982     GOOD             NGS
 FR0523
 FR0523                          STATION DESCRIPTION
 FR0523
 FR0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0523'4.9 MI N FROM HACKBERRY.
 FR0523'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0523'HACKBERRY PROCEED NORTHWARD ALONG THE ROAD TOWARDS PIERCES FERRY, GO
 FR0523'4.9 MILES.  BENCH MARK IS ABOUT 0.15 MILE NORTH OF A RESERVOIR. 50
 FR0523'FEET WEST OF THE EAST EDGE OF A SMALL HILL. 9.0 FEET EAST OF THE
 FR0523'CENTER LINE OF THE ROAD. 2.5 FEET WEST OF A 4 X 4 INCH WHITE WOODEN
 FR0523'POST PROJECTING 2.0 FEET.  STD. DISK B M IN CONCRETE POST PROJECTING
 FR0523'0.5 FOOT.
 FR0523
 FR0523                          STATION RECOVERY (1982)
 FR0523
 FR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0523'41.4 KM (25.7 MILES) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0523'FE RAILROAD FROM THE STATION AT KINGMAN, THENCE 5.1 KM (3.2 MI)
 FR0523'NORTHWEST ALONG A DIRT ROAD, 6.1 METERS (20.0 FEET) NORTHEAST OF THE
 FR0523'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0376 ***********************************************************************
 GR0376  DESIGNATION -  C 54
 GR0376  PID         -  GR0376
 GR0376  STATE/COUNTY-  AZ/MOHAVE
 GR0376  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0376
 GR0376                         *CURRENT SURVEY CONTROL
 GR0376  ___________________________________________________________________
 GR0376* NAD 83(1986)-  36 04 14.     (N)    114 03 39.     (W)     SCALED    
 GR0376* NAVD 88     -       844.115  (meters)    2769.40   (feet)  POSTED    
 GR0376  ___________________________________________________________________
 GR0376  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0376  DYNAMIC HT  -         843.220 (meters)    2766.46  (feet)  COMP
 GR0376  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 GR0376
 GR0376  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0376
 GR0376.The horizontal coordinates were scaled from a topographic map and have
 GR0376.an estimated accuracy of +/- 6 seconds.
 GR0376
 GR0376.The orthometric height was determined by differential leveling
 GR0376.and adjusted by the  in 1992.
 GR0376.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0376.rate of 1.1 thru 2.0 mm/km.
 GR0376
 GR0376.The geoid height was determined by GEOID03.
 GR0376
 GR0376.The dynamic height is computed by dividing the NAVD 88
 GR0376.geopotential number by the normal gravity value computed on the
 GR0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0376.degrees latitude (g = 980.6199 gals.).
 GR0376
 GR0376.The modeled gravity was interpolated from observed gravity values.
 GR0376
 GR0376;                    North         East    Units  Estimated Accuracy
 GR0376;SPC AZ W     -   562,400.      185,360.      MT  (+/- 180 meters Scaled)
 GR0376
 GR0376                          SUPERSEDED SURVEY CONTROL
 GR0376
 GR0376  NGVD 29 (??/??/92)  843.41   (m)         2767.1    (f) COMPUTED    1 1
 GR0376
 GR0376.Superseded values are not recommended for survey control.
 GR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0376.See file dsdata.txt to determine how the superseded data were derived.
 GR0376
 GR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV647957(NAD 83)
 GR0376_MARKER: DB = BENCH MARK DISK
 GR0376_SETTING: 66 = SET IN ROCK OUTCROP
 GR0376_SP_SET: LIMESTONE OUTCROP
 GR0376_STAMPING: C 54 1954
 GR0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0376+STABILITY: POSITION/ELEVATION WELL
 GR0376
 GR0376  HISTORY     - Date     Condition        Report By
 GR0376  HISTORY     - 1934     MONUMENTED       CGS
 GR0376
 GR0376                          STATION DESCRIPTION
 GR0376
 GR0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0376'60.4 MI N FROM HACKBERRY.
 GR0376'60.4 MILES NORTH ALONG ROAD TO PIERCES FERRY ON HACKBERRY TO PIERCES
 GR0376'FERRY ROAD, 8.0 MILES SOUTH OF PIERCES FERRY, ABOUT 43 FT. NORTH EAST
 GR0376'OF CENTER LINE OF ROAD IN NORTH EDGE OF LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0377 ***********************************************************************
 GR0377  DESIGNATION -  C 54 RESET
 GR0377  PID         -  GR0377
 GR0377  STATE/COUNTY-  AZ/MOHAVE
 GR0377  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0377
 GR0377                         *CURRENT SURVEY CONTROL
 GR0377  ___________________________________________________________________
 GR0377* NAD 83(1986)-  36 04 14.     (N)    114 03 39.     (W)     SCALED    
 GR0377* NAVD 88     -       846.076  (meters)    2775.83   (feet)  POSTED    
 GR0377  ___________________________________________________________________
 GR0377  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0377  DYNAMIC HT  -         845.180 (meters)    2772.89  (feet)  COMP
 GR0377  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 GR0377
 GR0377  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0377
 GR0377.The horizontal coordinates were scaled from a topographic map and have
 GR0377.an estimated accuracy of +/- 6 seconds.
 GR0377
 GR0377.The orthometric height was determined by differential leveling
 GR0377.and adjusted by the  in 1992.
 GR0377.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0377.rate of 0.0 thru 1.0 mm/km.
 GR0377
 GR0377.The geoid height was determined by GEOID03.
 GR0377
 GR0377.The dynamic height is computed by dividing the NAVD 88
 GR0377.geopotential number by the normal gravity value computed on the
 GR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0377.degrees latitude (g = 980.6199 gals.).
 GR0377
 GR0377.The modeled gravity was interpolated from observed gravity values.
 GR0377
 GR0377;                    North         East    Units  Estimated Accuracy
 GR0377;SPC AZ W     -   562,400.      185,360.      MT  (+/- 180 meters Scaled)
 GR0377
 GR0377                          SUPERSEDED SURVEY CONTROL
 GR0377
 GR0377  NGVD 29 (??/??/92)  845.371  (m)         2773.52   (f) ADJ UNCH    1 1
 GR0377
 GR0377.Superseded values are not recommended for survey control.
 GR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0377.See file dsdata.txt to determine how the superseded data were derived.
 GR0377
 GR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV647957(NAD 83)
 GR0377_MARKER: DB = BENCH MARK DISK
 GR0377_SETTING: 80 = SET IN A BOULDER
 GR0377_SP_SET: BOULDER
 GR0377_STAMPING: C 54 1934 RESET 1941
 GR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0377+STABILITY: SURFACE MOTION
 GR0377
 GR0377  HISTORY     - Date     Condition        Report By
 GR0377  HISTORY     - 1941     MONUMENTED       CGS
 GR0377  HISTORY     - 1950     GOOD             NGS
 GR0377  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0377
 GR0377                          STATION DESCRIPTION
 GR0377
 GR0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0377'6.1 MI SW FROM PIERCES FERRY.
 GR0377'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0377'STATION AT PIERCES FERRY, THENCE 5.6 MILES SOUTHWEST ALONG AN OLD
 GR0377'ABANDONED ROAD, ABOUT 100 YARDS NORTHWEST OF THE JUNCTION OF A ROAD
 GR0377'LEADING NORTHEAST TO THE PIERCES FERRY AIRPORT, AT A JUNCTION OF THE
 GR0377'PARK SERVICE ROAD, IN THE TOP OF THE APPROXIMATE CENTER OF A LARGE
 GR0377'FLAT TOP SLOPING BOULDER, 65 FEET WEST OF THE CENTER LINE OF THE PARK
 GR0377'SERVICE ROAD, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 GR0377'ABOUT 15 FEET HIGHER THAN THE ROAD.
 GR0377
 GR0377                          STATION RECOVERY (1979)
 GR0377
 GR0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0239 ***********************************************************************
 GR0239  DESIGNATION -  C 55
 GR0239  PID         -  GR0239
 GR0239  STATE/COUNTY-  AZ/MOHAVE
 GR0239  USGS QUAD   -  AZURE RIDGE (1983)
 GR0239
 GR0239                         *CURRENT SURVEY CONTROL
 GR0239  ___________________________________________________________________
 GR0239* NAD 83(1986)-  36 22 25.     (N)    114 01 42.     (W)     SCALED    
 GR0239* NAVD 88     -       614.165  (meters)    2014.97   (feet)  POSTED    
 GR0239  ___________________________________________________________________
 GR0239  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0239  DYNAMIC HT  -         613.540 (meters)    2012.92  (feet)  COMP
 GR0239  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 GR0239
 GR0239  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0239
 GR0239.The horizontal coordinates were scaled from a topographic map and have
 GR0239.an estimated accuracy of +/- 6 seconds.
 GR0239
 GR0239.The orthometric height was determined by differential leveling
 GR0239.and adjusted by the  in 1992.
 GR0239.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0239.rate of 0.0 thru 1.0 mm/km.
 GR0239
 GR0239.The geoid height was determined by GEOID03.
 GR0239
 GR0239.The dynamic height is computed by dividing the NAVD 88
 GR0239.geopotential number by the normal gravity value computed on the
 GR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0239.degrees latitude (g = 980.6199 gals.).
 GR0239
 GR0239.The modeled gravity was interpolated from observed gravity values.
 GR0239
 GR0239;                    North         East    Units  Estimated Accuracy
 GR0239;SPC AZ W     -   596,020.      188,390.      MT  (+/- 180 meters Scaled)
 GR0239
 GR0239                          SUPERSEDED SURVEY CONTROL
 GR0239
 GR0239  NGVD 29 (??/??/92)  613.461  (m)         2012.66   (f) ADJ UNCH    1 1
 GR0239
 GR0239.Superseded values are not recommended for survey control.
 GR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0239.See file dsdata.txt to determine how the superseded data were derived.
 GR0239
 GR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA665294(NAD 83)
 GR0239_MARKER: DB = BENCH MARK DISK
 GR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0239_STAMPING: C 55 1934
 GR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0239+STABILITY: SURFACE MOTION
 GR0239
 GR0239  HISTORY     - Date     Condition        Report By
 GR0239  HISTORY     - 1934     MONUMENTED       CGS
 GR0239  HISTORY     - 1950     GOOD             NGS
 GR0239
 GR0239                          STATION DESCRIPTION
 GR0239
 GR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0239'35.4 MI S FROM RIVERSIDE, NV.
 GR0239'35.4 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0239'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, AT
 GR0239'THE WEST END OF A NARROW RIDGE BETWEEN TWO WASHES, 57 FEET SOUTHEAST
 GR0239'OF A JOSHUA TREE, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.8
 GR0239'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 GR0239'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0835 ***********************************************************************
 DV0835  DESIGNATION -  C 56
 DV0835  PID         -  DV0835
 DV0835  STATE/COUNTY-  AZ/MARICOPA
 DV0835  USGS QUAD   -  VALENCIA (1982)
 DV0835
 DV0835                         *CURRENT SURVEY CONTROL
 DV0835  ___________________________________________________________________
 DV0835* NAD 83(1986)-  33 22 39.     (N)    112 35 05.     (W)     SCALED    
 DV0835* NAVD 88     -       271.88   (+/-2cm)     892.0    (feet)  VERTCON   
 DV0835  ___________________________________________________________________
 DV0835  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0835  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0835
 DV0835.The horizontal coordinates were scaled from a topographic map and have
 DV0835.an estimated accuracy of +/- 6 seconds.
 DV0835
 DV0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0835.The vertical order pertains to the NGVD 29 superseded value.
 DV0835
 DV0835.The geoid height was determined by GEOID03.
 DV0835
 DV0835;                    North         East    Units  Estimated Accuracy
 DV0835;SPC AZ C     -   263,810.      151,200.      MT  (+/- 180 meters Scaled)
 DV0835
 DV0835                          SUPERSEDED SURVEY CONTROL
 DV0835
 DV0835  NGVD 29 (??/??/92)  271.237  (m)          889.88   (f) ADJ UNCH    1 2
 DV0835
 DV0835.Superseded values are not recommended for survey control.
 DV0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0835.See file dsdata.txt to determine how the superseded data were derived.
 DV0835
 DV0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB525942(NAD 83)
 DV0835_MARKER: DB = BENCH MARK DISK
 DV0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0835_SP_SET: BUILDING
 DV0835_STAMPING: C 56 1934
 DV0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0835
 DV0835  HISTORY     - Date     Condition        Report By
 DV0835  HISTORY     - 1934     MONUMENTED       CGS
 DV0835  HISTORY     - 1952     GOOD             NGS
 DV0835  HISTORY     - 1962     GOOD             NGS
 DV0835  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0835  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DV0835
 DV0835                          STATION DESCRIPTION
 DV0835
 DV0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DV0835'IN BUCKEYE.
 DV0835'AT BUCKEYE SET VERTICALLY IN THE NINTH COURSE OF THE BRICK WALL OF THE
 DV0835'SOUTHERN PACIFIC COMPANY RAILROAD STATION, AND 6 FEET EAST OF THE MAIN
 DV0835'ENTRANCE TO THE TICKET OFFICE.
 DV0835
 DV0835                          STATION RECOVERY (1962)
 DV0835
 DV0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0835'RECOVERED IN GOOD CONDITION.
 DV0835
 DV0835                          STATION RECOVERY (1992)
 DV0835
 DV0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0835'THE RAILROAD STATION HAS BEEN RAZED.  ASSUMED DESTYROYED.
 DV0835
 DV0835                          STATION RECOVERY (2006)
 DV0835
 DV0835'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0835'THE RAILROAD STATION IS STILL DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0174 ***********************************************************************
 ET0174  DESIGNATION -  C 57
 ET0174  PID         -  ET0174
 ET0174  STATE/COUNTY-  AZ/YAVAPAI
 ET0174  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0174
 ET0174                         *CURRENT SURVEY CONTROL
 ET0174  ___________________________________________________________________
 ET0174* NAD 83(1986)-  34 02 55.     (N)    112 08 58.     (W)     SCALED    
 ET0174* NAVD 88     -       616.72   (+/-2cm)    2023.4    (feet)  VERTCON   
 ET0174  ___________________________________________________________________
 ET0174  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 ET0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0174
 ET0174.The horizontal coordinates were scaled from a topographic map and have
 ET0174.an estimated accuracy of +/- 6 seconds.
 ET0174
 ET0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0174.The vertical order pertains to the NGVD 29 superseded value.
 ET0174
 ET0174.The geoid height was determined by GEOID03.
 ET0174
 ET0174;                    North         East    Units  Estimated Accuracy
 ET0174;SPC AZ C     -   338,070.      191,870.      MT  (+/- 180 meters Scaled)
 ET0174
 ET0174                          SUPERSEDED SURVEY CONTROL
 ET0174
 ET0174  NGVD 29 (??/??/92)  616.106  (m)         2021.34   (f) ADJ UNCH    2 0
 ET0174
 ET0174.Superseded values are not recommended for survey control.
 ET0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0174.See file dsdata.txt to determine how the superseded data were derived.
 ET0174
 ET0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939681(NAD 83)
 ET0174_MARKER: DB = BENCH MARK DISK
 ET0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0174_SP_SET: BUILDING
 ET0174_STAMPING: C 57 1934 2021.292
 ET0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0174+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2008
 ET0174
 ET0174  HISTORY     - Date     Condition        Report By
 ET0174  HISTORY     - 1934     MONUMENTED       CGS
 ET0174  HISTORY     - 1952     GOOD             NGS
 ET0174  HISTORY     - 1959     GOOD             NGS
 ET0174  HISTORY     - 20081011 GOOD             GEOCAC
 ET0174
 ET0174                          STATION DESCRIPTION
 ET0174
 ET0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0174'IN ROCK SPRINGS.
 ET0174'AT ROCK SPRINGS, SET VERTICALLY IN THE EAST CONCRETE BLOCK FACE OF THE
 ET0174'GENERAL STORE, 27.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 ET0174'BUILDING, 15 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE, AND 3.0
 ET0174'FEET ABOVE THE GROUND.
 ET0174
 ET0174                          STATION RECOVERY (1959)
 ET0174
 ET0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0174'RECOVERED IN GOOD CONDITION.
 ET0174
 ET0174                          STATION RECOVERY (2008)
 ET0174
 ET0174'RECOVERY NOTE BY GEOCACHING 2008 (MDS)
 ET0174'STATION MARK RECOVERED AS DESCRIBED, AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0156 ***********************************************************************
 FQ0156  DESIGNATION -  C 6
 FQ0156  PID         -  FQ0156
 FQ0156  STATE/COUNTY-  AZ/COCONINO
 FQ0156  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0156
 FQ0156                         *CURRENT SURVEY CONTROL
 FQ0156  ___________________________________________________________________
 FQ0156* NAD 83(1986)-  35 45 36.     (N)    111 29 29.     (W)     SCALED    
 FQ0156* NAVD 88     -      1511.746  (meters)    4959.79   (feet)  POSTED    
 FQ0156  ___________________________________________________________________
 FQ0156  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0156  DYNAMIC HT  -        1509.820 (meters)    4953.47  (feet)  COMP
 FQ0156  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 FQ0156
 FQ0156  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0156
 FQ0156.The horizontal coordinates were scaled from a topographic map and have
 FQ0156.an estimated accuracy of +/- 6 seconds.
 FQ0156
 FQ0156.The orthometric height was determined by differential leveling
 FQ0156.and adjusted by the  in 1992.
 FQ0156.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0156.rate of 1.1 thru 2.0 mm/km.
 FQ0156
 FQ0156.The geoid height was determined by GEOID03.
 FQ0156
 FQ0156.The dynamic height is computed by dividing the NAVD 88
 FQ0156.geopotential number by the normal gravity value computed on the
 FQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0156.degrees latitude (g = 980.6199 gals.).
 FQ0156
 FQ0156.The modeled gravity was interpolated from observed gravity values.
 FQ0156
 FQ0156;                    North         East    Units  Estimated Accuracy
 FQ0156;SPC AZ C     -   527,970.      251,820.      MT  (+/- 180 meters Scaled)
 FQ0156
 FQ0156                          SUPERSEDED SURVEY CONTROL
 FQ0156
 FQ0156  NGVD 29 (??/??/92) 1510.870  (m)         4956.91   (f) ADJ UNCH    1 2
 FQ0156
 FQ0156.Superseded values are not recommended for survey control.
 FQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0156.See file dsdata.txt to determine how the superseded data were derived.
 FQ0156
 FQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE555574(NAD 83)
 FQ0156_MARKER: DB = BENCH MARK DISK
 FQ0156_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0156_SP_SET: UNSPEC. ROCK
 FQ0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0156
 FQ0156  HISTORY     - Date     Condition        Report By
 FQ0156  HISTORY     - UNK      MONUMENTED       CGS
 FQ0156  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0156
 FQ0156                          STATION DESCRIPTION
 FQ0156
 FQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0156'9.5 MI S FROM CAMERON.
 FQ0156'1.9 MILE SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0156'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 7.6
 FQ0156'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  20 FEET EAST OF
 FQ0156'THE EAST BRANCH OF THE OLD ROAD AT ITS DESCENT DOWN A LONG SLOPE
 FQ0156'COVERED WITH WHITE ROCKS, HALFWAY DOWN THE SLOPE, AND IN ROCK NEAR A
 FQ0156'PILE OF ROCKS.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0512 ***********************************************************************
 FS0512  DESIGNATION -  C 60
 FS0512  PID         -  FS0512
 FS0512  STATE/COUNTY-  AZ/MOHAVE
 FS0512  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0512
 FS0512                         *CURRENT SURVEY CONTROL
 FS0512  ___________________________________________________________________
 FS0512* NAD 83(1986)-  35 27 56.     (N)    114 18 33.     (W)     SCALED    
 FS0512* NAVD 88     -       988.832  (meters)    3244.19   (feet)  ADJUSTED  
 FS0512  ___________________________________________________________________
 FS0512  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0512  DYNAMIC HT  -         987.686 (meters)    3240.43  (feet)  COMP
 FS0512  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 FS0512  OBS GRAVITY -     979,442.0   (mgal)                       GRAV_OBS
 FS0512
 FS0512  VERT ORDER  -  FIRST     CLASS II
 FS0512
 FS0512.The horizontal coordinates were scaled from a topographic map and have
 FS0512.an estimated accuracy of +/- 6 seconds.
 FS0512
 FS0512.The orthometric height was determined by differential leveling
 FS0512.and adjusted in June 1991.
 FS0512
 FS0512.The geoid height was determined by GEOID03.
 FS0512
 FS0512.The dynamic height is computed by dividing the NAVD 88
 FS0512.geopotential number by the normal gravity value computed on the
 FS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0512.degrees latitude (g = 980.6199 gals.).
 FS0512
 FS0512.The modeled gravity was interpolated from observed gravity values.
 FS0512.The observed gravity was obtained from relative gravimeter ties
 FS0512.to the IGSN71 gravity network.
 FS0512
 FS0512;                    North         East    Units  Estimated Accuracy
 FS0512;SPC AZ W     -   495,380.      162,610.      MT  (+/- 180 meters Scaled)
 FS0512
 FS0512                          SUPERSEDED SURVEY CONTROL
 FS0512
 FS0512  NGVD 29 (??/??/92)  988.028  (m)         3241.56   (f) ADJ UNCH    1 2
 FS0512
 FS0512.Superseded values are not recommended for survey control.
 FS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0512.See file dsdata.txt to determine how the superseded data were derived.
 FS0512
 FS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV441280(NAD 83)
 FS0512_MARKER: DB = BENCH MARK DISK
 FS0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0512_STAMPING: C 60 1934
 FS0512_MARK LOGO: CGS   
 FS0512_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0512+STABILITY: SURFACE MOTION
 FS0512
 FS0512  HISTORY     - Date     Condition        Report By
 FS0512  HISTORY     - 1934     MONUMENTED       CGS
 FS0512  HISTORY     - 1940     GOOD             NGS
 FS0512  HISTORY     - 1982     GOOD             NGS
 FS0512
 FS0512                          STATION DESCRIPTION
 FS0512
 FS0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0512'8.7 MI NW FROM CHLORIDE.
 FS0512'8.7 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, MOHAVE
 FS0512'COUNTY, 2.0 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY
 FS0512'93, 260 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 210
 FS0512'FEET NORTH OF POWER-TRANSMISSION LINE POLE 469, 29 FEET SOUTHWEST
 FS0512'OF THE CENTERLINE OF THE OLD ROAD, AND 3 FEET SOUTH OF A WHITE
 FS0512'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 60 1934 AND SET
 FS0512'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0512
 FS0512                          STATION RECOVERY (1982)
 FS0512
 FS0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0512'8.7 KM (5.4 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0512'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 0.4 KM (0.25 MI) SOUTHEAST
 FS0512'OF MILEPOST 47, 79.1 METERS (260 FT) SOUTHWEST OF THE CENTERLINE OF
 FS0512'THE HIGHWAY, 61.9 METERS (210 FT) NORTH OF POWER LINE POLE 469, 8.8
 FS0512'METERS (29 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD ROAD.
 FS0512'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FS0512'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0002 ***********************************************************************
 FR0002  DESIGNATION -  C 61
 FR0002  PID         -  FR0002
 FR0002  STATE/COUNTY-  AZ/COCONINO
 FR0002  USGS QUAD   -  HOWARD LAKE (1989)
 FR0002
 FR0002                         *CURRENT SURVEY CONTROL
 FR0002  ___________________________________________________________________
 FR0002* NAD 83(1986)-  35 32 44.     (N)    112 11 08.     (W)     SCALED    
 FR0002* NAVD 88     -      1837.985  (meters)    6030.12   (feet)  POSTED    
 FR0002  ___________________________________________________________________
 FR0002  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FR0002  DYNAMIC HT  -        1835.530 (meters)    6022.07  (feet)  COMP
 FR0002  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 FR0002
 FR0002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0002
 FR0002.The horizontal coordinates were scaled from a topographic map and have
 FR0002.an estimated accuracy of +/- 6 seconds.
 FR0002
 FR0002.The orthometric height was determined by differential leveling
 FR0002.and adjusted by the  in 1992.
 FR0002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0002.rate of 0.0 thru 1.0 mm/km.
 FR0002
 FR0002.The geoid height was determined by GEOID03.
 FR0002
 FR0002.The dynamic height is computed by dividing the NAVD 88
 FR0002.geopotential number by the normal gravity value computed on the
 FR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0002.degrees latitude (g = 980.6199 gals.).
 FR0002
 FR0002.The modeled gravity was interpolated from observed gravity values.
 FR0002
 FR0002;                    North         East    Units  Estimated Accuracy
 FR0002;SPC AZ C     -   504,130.      188,980.      MT  (+/- 180 meters Scaled)
 FR0002
 FR0002                          SUPERSEDED SURVEY CONTROL
 FR0002
 FR0002  NGVD 29 (??/??/92) 1837.088  (m)         6027.18   (f) ADJ UNCH    2 0
 FR0002
 FR0002.Superseded values are not recommended for survey control.
 FR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0002.See file dsdata.txt to determine how the superseded data were derived.
 FR0002
 FR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE925341(NAD 83)
 FR0002_MARKER: DB = BENCH MARK DISK
 FR0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0002_SP_SET: ABUTMENT
 FR0002_STAMPING: C 61 1934
 FR0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0002
 FR0002  HISTORY     - Date     Condition        Report By
 FR0002  HISTORY     - 1934     MONUMENTED       CGS
 FR0002  HISTORY     - 1955     GOOD             NGS
 FR0002
 FR0002                          STATION DESCRIPTION
 FR0002
 FR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0002'22.0 MI N FROM WILLIAMS.
 FR0002'ABOUT 22.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0002'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 11 POLES NORTH OF
 FR0002'MILEPOST 21, AT BRIDGE 22 A, IN THE TOP OF THE SOUTH CONCRETE
 FR0002'ABUTMENT, AND 5.5 FEET WEST OF THE CENTER LINE OF THE TRACK. A
 FR0002'STANDARD DISK, STAMPED C 61 1934.
 FR0002
 FR0002                          STATION RECOVERY (1955)
 FR0002
 FR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0178 ***********************************************************************
 GP0178  DESIGNATION -  C 62
 GP0178  PID         -  GP0178
 GP0178  STATE/COUNTY-  AZ/COCONINO
 GP0178  USGS QUAD   -  DESERT VIEW (1988)
 GP0178
 GP0178                         *CURRENT SURVEY CONTROL
 GP0178  ___________________________________________________________________
 GP0178* NAD 83(1986)-  36 00 53.     (N)    111 52 07.     (W)     SCALED    
 GP0178* NAVD 88     -      2201.259  (meters)    7221.96   (feet)  POSTED    
 GP0178  ___________________________________________________________________
 GP0178  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0178  DYNAMIC HT  -        2198.240 (meters)    7212.06  (feet)  COMP
 GP0178  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 GP0178
 GP0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0178
 GP0178.The horizontal coordinates were scaled from a topographic map and have
 GP0178.an estimated accuracy of +/- 6 seconds.
 GP0178
 GP0178.The orthometric height was determined by differential leveling
 GP0178.and adjusted by the  in 1992.
 GP0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0178.rate of 0.0 thru 1.0 mm/km.
 GP0178
 GP0178.The geoid height was determined by GEOID03.
 GP0178
 GP0178.The dynamic height is computed by dividing the NAVD 88
 GP0178.geopotential number by the normal gravity value computed on the
 GP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0178.degrees latitude (g = 980.6199 gals.).
 GP0178
 GP0178.The modeled gravity was interpolated from observed gravity values.
 GP0178
 GP0178;                    North         East    Units  Estimated Accuracy
 GP0178;SPC AZ C     -   556,150.      217,690.      MT  (+/- 180 meters Scaled)
 GP0178
 GP0178                          SUPERSEDED SURVEY CONTROL
 GP0178
 GP0178  NGVD 29 (??/??/92) 2200.209  (m)         7218.52   (f) ADJ UNCH    2 0
 GP0178
 GP0178.Superseded values are not recommended for survey control.
 GP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0178.See file dsdata.txt to determine how the superseded data were derived.
 GP0178
 GP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE217859(NAD 83)
 GP0178_MARKER: DB = BENCH MARK DISK
 GP0178_SETTING: 66 = SET IN ROCK OUTCROP
 GP0178_SP_SET: LIMESTONE OUTCROP
 GP0178_STAMPING: C 62 1934
 GP0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0178+STABILITY: POSITION/ELEVATION WELL
 GP0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0178+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 GP0178
 GP0178  HISTORY     - Date     Condition        Report By
 GP0178  HISTORY     - 1934     MONUMENTED       CGS
 GP0178  HISTORY     - 20050416 GOOD             NGS
 GP0178
 GP0178                          STATION DESCRIPTION
 GP0178
 GP0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0178'21.3 MI E FROM GRAND CANYON.
 GP0178'ABOUT 21.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0178'GRAND CANYON, COCONINO COUNTY, ABOUT 50 YARDS EAST OF THE EAST
 GP0178'ENTRANCE TO THE MUSEUM OF ARCHAEOLOGY, 54 FEET NORTH OF THE CENTER
 GP0178'LINE OF THE HIGHWAY, 2 FEET EAST OF A SMALL ROCK MOUND, AND IN THE TOP
 GP0178'OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED C 62 1934.
 GP0178
 GP0178                          STATION RECOVERY (2005)
 GP0178
 GP0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0178'STATION IS IN GRAND CANYON NAT'L PARK, AZ, ABOUT 100 YARDS EAST ALONG
 GP0178'AZ 64 FROM INTERSECTION SOUTH TO TUSAYAN MUSEUM AND RUINS, 54 FEET
 GP0178'NORTH OF CENTER OF HWY, ABOUT 16 YARDS NW OF SIGN FOR TUSAYAN, IN AREA
 GP0178'OF MODERATE BRUSH, NEXT TO ROCK CAIRN AND AT ROAD HEIGHT.  DISK IS
 GP0178'CEMENTED INTO BEDROCK (WITH HEXAGONAL MOLD).
 GP0178'GRAVITY BASE STATION 'DESERT VIEW,' HUS 322, IS AT NORTH SIDE OF
 GP0178'INTERSECTION AND 4 FEET HIGHER THAN BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0131 ***********************************************************************
 FQ0131  DESIGNATION -  C 64
 FQ0131  PID         -  FQ0131
 FQ0131  STATE/COUNTY-  AZ/NAVAJO
 FQ0131  USGS QUAD   -  MOWA'API (1991)
 FQ0131
 FQ0131                         *CURRENT SURVEY CONTROL
 FQ0131  ___________________________________________________________________
 FQ0131* NAD 83(1986)-  35 52 24.     (N)    110 38 05.     (W)     SCALED    
 FQ0131* NAVD 88     -      1828.289  (meters)    5998.31   (feet)  ADJUSTED  
 FQ0131  ___________________________________________________________________
 FQ0131  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FQ0131  DYNAMIC HT  -        1825.944 (meters)    5990.62  (feet)  COMP
 FQ0131  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 FQ0131
 FQ0131  VERT ORDER  -  SECOND    CLASS 0
 FQ0131
 FQ0131.The horizontal coordinates were scaled from a topographic map and have
 FQ0131.an estimated accuracy of +/- 6 seconds.
 FQ0131
 FQ0131.The orthometric height was determined by differential leveling
 FQ0131.and adjusted in June 1991.
 FQ0131
 FQ0131.The geoid height was determined by GEOID03.
 FQ0131
 FQ0131.The dynamic height is computed by dividing the NAVD 88
 FQ0131.geopotential number by the normal gravity value computed on the
 FQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0131.degrees latitude (g = 980.6199 gals.).
 FQ0131
 FQ0131.The modeled gravity was interpolated from observed gravity values.
 FQ0131
 FQ0131;                    North         East    Units  Estimated Accuracy
 FQ0131;SPC AZ E     -   540,560.      171,100.      MT  (+/- 180 meters Scaled)
 FQ0131
 FQ0131                          SUPERSEDED SURVEY CONTROL
 FQ0131
 FQ0131  NGVD 29 (??/??/92) 1827.428  (m)         5995.49   (f) ADJ UNCH    2 0
 FQ0131
 FQ0131.Superseded values are not recommended for survey control.
 FQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0131.See file dsdata.txt to determine how the superseded data were derived.
 FQ0131
 FQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE329699(NAD 83)
 FQ0131_MARKER: DB = BENCH MARK DISK
 FQ0131_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0131_SP_SET: SANDSTONE OUTCROP
 FQ0131_STAMPING: C 64 1934
 FQ0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0131+STABILITY: POSITION/ELEVATION WELL
 FQ0131
 FQ0131  HISTORY     - Date     Condition        Report By
 FQ0131  HISTORY     - 1934     MONUMENTED       CGS
 FQ0131  HISTORY     - 19860527 MARK NOT FOUND   USGS
 FQ0131
 FQ0131                          STATION DESCRIPTION
 FQ0131
 FQ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0131'0.8 MI NW FROM ORAIBI.
 FQ0131'0.8 MILE NORTHWEST ALONG THE TUBA CITY ROAD FROM ORAIBI, NAVAJO
 FQ0131'COUNTY, AT THE TOP OF A STEEP HILL, AT A CURVE IN THE ROAD, 80 YARDS
 FQ0131'NORTH OF THE CROSSING OF A ROW OF POLES, 69 YARDS EAST OF A STONE
 FQ0131'CHURCH, 35 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF
 FQ0131'A GRAY SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED C 64 1934.
 FQ0131
 FQ0131                          STATION RECOVERY (1986)
 FQ0131
 FQ0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLH)
 FQ0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0312 ***********************************************************************
 ES0312  DESIGNATION -  C 65
 ES0312  PID         -  ES0312
 ES0312  STATE/COUNTY-  AZ/GILA
 ES0312  USGS QUAD   -  PAYSON NORTH (1973)
 ES0312
 ES0312                         *CURRENT SURVEY CONTROL
 ES0312  ___________________________________________________________________
 ES0312* NAD 83(1986)-  34 15 25.     (N)    111 15 51.     (W)     SCALED    
 ES0312* NAVD 88     -      1430.505  (meters)    4693.25   (feet)  ADJUSTED  
 ES0312  ___________________________________________________________________
 ES0312  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 ES0312  DYNAMIC HT  -        1428.546 (meters)    4686.82  (feet)  COMP
 ES0312  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 ES0312
 ES0312  VERT ORDER  -  SECOND    CLASS 0
 ES0312
 ES0312.The horizontal coordinates were scaled from a topographic map and have
 ES0312.an estimated accuracy of +/- 6 seconds.
 ES0312
 ES0312.The orthometric height was determined by differential leveling
 ES0312.and adjusted in June 1991.
 ES0312
 ES0312.The geoid height was determined by GEOID03.
 ES0312
 ES0312.The dynamic height is computed by dividing the NAVD 88
 ES0312.geopotential number by the normal gravity value computed on the
 ES0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0312.degrees latitude (g = 980.6199 gals.).
 ES0312
 ES0312.The modeled gravity was interpolated from observed gravity values.
 ES0312
 ES0312;                    North         East    Units  Estimated Accuracy
 ES0312;SPC AZ E     -   361,700.      112,280.      MT  (+/- 180 meters Scaled)
 ES0312
 ES0312                          SUPERSEDED SURVEY CONTROL
 ES0312
 ES0312  NGVD 29 (??/??/92) 1429.752  (m)         4690.78   (f) ADJ UNCH    2 0
 ES0312
 ES0312.Superseded values are not recommended for survey control.
 ES0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0312.See file dsdata.txt to determine how the superseded data were derived.
 ES0312
 ES0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC756906(NAD 83)
 ES0312_MARKER: DB = BENCH MARK DISK
 ES0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0312_STAMPING: C 65 1934
 ES0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0312+STABILITY: SURFACE MOTION
 ES0312
 ES0312  HISTORY     - Date     Condition        Report By
 ES0312  HISTORY     - 1934     MONUMENTED       CGS
 ES0312  HISTORY     - 1973     GOOD             USGS
 ES0312
 ES0312                          STATION DESCRIPTION
 ES0312
 ES0312'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0312'5.6 MI NE FROM PAYSON.
 ES0312'FROM THE POST OFFICE IN PAYSON GO EAST ON MAIN ST. FOR 0.6 MI. THENCE
 ES0312'NORTH ON STATE HIGHWAY FOR 0.5 MI. TO JUNCTION HIGHWAYS 87 AND 160.
 ES0312'THENCE EAST ON STATE HIGHWAY 160 FOR 3.4 MILES TO A T RD. NORTH AND
 ES0312'END OF TRUCK TRAVEL.  PACK NORTH ACROSS FIELD FOR 0.1 MI. ACROSS DITCH
 ES0312'TO OLD ABANDONED ROAD.  HIKE UP ROAD ABOUT 750 FT. TO BM ON LEFT SIDE
 ES0312'OF TRAIL.  30 FEET WEST OF TRAIL SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0319 ***********************************************************************
 CZ0319  DESIGNATION -  C 67
 CZ0319  PID         -  CZ0319
 CZ0319  STATE/COUNTY-  AZ/PINAL
 CZ0319  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0319
 CZ0319                         *CURRENT SURVEY CONTROL
 CZ0319  ___________________________________________________________________
 CZ0319* NAD 83(1986)-  32 34 41.     (N)    110 57 01.     (W)     SCALED    
 CZ0319* NAVD 88     -      1055.00   (+/-2cm)    3461.3    (feet)  VERTCON   
 CZ0319  ___________________________________________________________________
 CZ0319  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0319
 CZ0319.The horizontal coordinates were scaled from a topographic map and have
 CZ0319.an estimated accuracy of +/- 6 seconds.
 CZ0319
 CZ0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0319.The vertical order pertains to the NGVD 29 superseded value.
 CZ0319
 CZ0319.The geoid height was determined by GEOID03.
 CZ0319
 CZ0319;                    North         East    Units  Estimated Accuracy
 CZ0319;SPC AZ C     -   175,370.      304,090.      MT  (+/- 180 meters Scaled)
 CZ0319
 CZ0319                          SUPERSEDED SURVEY CONTROL
 CZ0319
 CZ0319  NGVD 29 (??/??/92) 1054.290  (m)         3458.95   (f) ADJ UNCH    2 0
 CZ0319
 CZ0319.Superseded values are not recommended for survey control.
 CZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0319.See file dsdata.txt to determine how the superseded data were derived.
 CZ0319
 CZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB046045(NAD 83)
 CZ0319_MARKER: DB = BENCH MARK DISK
 CZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0319_STAMPING: C 67 1934
 CZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0319+STABILITY: SURFACE MOTION
 CZ0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0319+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CZ0319
 CZ0319  HISTORY     - Date     Condition        Report By
 CZ0319  HISTORY     - 1934     MONUMENTED       CGS
 CZ0319  HISTORY     - 20070127 GOOD             GEOCAC
 CZ0319
 CZ0319                          STATION DESCRIPTION
 CZ0319
 CZ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0319'1.9 MI N FROM WALNUT WELLS.
 CZ0319'1.9 MILES NORTH ALONG U.S. HIGHWAY 80 FROM WALNUT WELLS, PINAL COUNTY,
 CZ0319'AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CZ0319'STAMPED C 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0319
 CZ0319                          STATION RECOVERY (2007)
 CZ0319
 CZ0319'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0187 ***********************************************************************
 FR0187  DESIGNATION -  C 67
 FR0187  PID         -  FR0187
 FR0187  STATE/COUNTY-  AZ/YAVAPAI
 FR0187  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0187
 FR0187                         *CURRENT SURVEY CONTROL
 FR0187  ___________________________________________________________________
 FR0187* NAD 83(1986)-  35 22 07.     (N)    112 58 37.     (W)     SCALED    
 FR0187* NAVD 88     -      1578.276  (meters)    5178.06   (feet)  ADJUSTED  
 FR0187  ___________________________________________________________________
 FR0187  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 FR0187  DYNAMIC HT  -        1576.207 (meters)    5171.27  (feet)  COMP
 FR0187  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 FR0187
 FR0187  VERT ORDER  -  FIRST     CLASS II
 FR0187
 FR0187.The horizontal coordinates were scaled from a topographic map and have
 FR0187.an estimated accuracy of +/- 6 seconds.
 FR0187
 FR0187.The orthometric height was determined by differential leveling
 FR0187.and adjusted in June 1991.
 FR0187
 FR0187.The geoid height was determined by GEOID03.
 FR0187
 FR0187.The dynamic height is computed by dividing the NAVD 88
 FR0187.geopotential number by the normal gravity value computed on the
 FR0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0187.degrees latitude (g = 980.6199 gals.).
 FR0187
 FR0187.The modeled gravity was interpolated from observed gravity values.
 FR0187
 FR0187;                    North         East    Units  Estimated Accuracy
 FR0187;SPC AZ C     -   484,980.      117,010.      MT  (+/- 180 meters Scaled)
 FR0187
 FR0187                          SUPERSEDED SURVEY CONTROL
 FR0187
 FR0187  NGVD 29 (??/??/92) 1577.385  (m)         5175.14   (f) ADJ UNCH    1 2
 FR0187
 FR0187.Superseded values are not recommended for survey control.
 FR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0187.See file dsdata.txt to determine how the superseded data were derived.
 FR0187
 FR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE204157(NAD 83)
 FR0187_MARKER: DB = BENCH MARK DISK
 FR0187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0187_STAMPING: C 67 1935
 FR0187_MARK LOGO: CGS   
 FR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0187+STABILITY: SURFACE MOTION
 FR0187
 FR0187  HISTORY     - Date     Condition        Report By
 FR0187  HISTORY     - 1935     MONUMENTED       CGS
 FR0187  HISTORY     - 1968     GOOD             NGS
 FR0187  HISTORY     - 1982     GOOD             NGS
 FR0187
 FR0187                          STATION DESCRIPTION
 FR0187
 FR0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0187'6.95 MI W FROM SELIGMAN.
 FR0187'6.95 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0187'THE STATION AT SELIGMAN, 0.25 MILE SOUTHEAST OF MILEPOST 436, 3 POLES
 FR0187'NORTHWEST OF SEMAPHORE 4351, IN THE TOP OF THE CENTER OF THE NORTHEAST
 FR0187'CONCRETE HEADWALL OF DOUBLE CONCRETE PIPE CULVERTS, 15.0 FEET
 FR0187'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AND ABOUT 3
 FR0187'FEET LOWER THAN THE TRACK.
 FR0187
 FR0187                          STATION RECOVERY (1982)
 FR0187
 FR0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0187'RECOVERED IN GOOD CONDITION. THE MARK IS 3 POLES SOUTHEAST OF A SEMIPH
 FR0187'NOT NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0770 ***********************************************************************
 DU0770  DESIGNATION -  C 68
 DU0770  PID         -  DU0770
 DU0770  STATE/COUNTY-  AZ/MARICOPA
 DU0770  USGS QUAD   -  HIGLEY (1981)
 DU0770
 DU0770                         *CURRENT SURVEY CONTROL
 DU0770  ___________________________________________________________________
 DU0770* NAD 83(1986)-  33 19 35.     (N)    111 44 53.     (W)     SCALED    
 DU0770* NAVD 88     -       388.41   (+/-2cm)    1274.3    (feet)  VERTCON   
 DU0770  ___________________________________________________________________
 DU0770  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0770
 DU0770.The horizontal coordinates were scaled from a topographic map and have
 DU0770.an estimated accuracy of +/- 6 seconds.
 DU0770
 DU0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0770.The vertical order pertains to the NGVD 29 superseded value.
 DU0770
 DU0770.The geoid height was determined by GEOID03.
 DU0770
 DU0770;                    North         East    Units  Estimated Accuracy
 DU0770;SPC AZ C     -   257,960.      229,060.      MT  (+/- 180 meters Scaled)
 DU0770
 DU0770                          SUPERSEDED SURVEY CONTROL
 DU0770
 DU0770  NGVD 29 (??/??/92)  387.900  (m)         1272.64   (f) ADJ UNCH    2 0
 DU0770
 DU0770.Superseded values are not recommended for survey control.
 DU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0770.See file dsdata.txt to determine how the superseded data were derived.
 DU0770
 DU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB303877(NAD 83)
 DU0770_MARKER: DB = BENCH MARK DISK
 DU0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0770_SP_SET: CULVERT
 DU0770_STAMPING: C-68 1934
 DU0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0770
 DU0770  HISTORY     - Date     Condition        Report By
 DU0770  HISTORY     - 1934     MONUMENTED       CGS
 DU0770  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU0770  HISTORY     - 20071217 MARK NOT FOUND   GEOCAC
 DU0770
 DU0770                          STATION DESCRIPTION
 DU0770
 DU0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0770'3.0 MI SE FROM GILBERT.
 DU0770'3.0 MI SOUTHEAST ON S.P. RY. 90 FEET NORTHWEST OF MILE POLE NO. 930, 9
 DU0770'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A
 DU0770'CONCRETE CANAL CULVERT.
 DU0770
 DU0770                          STATION RECOVERY (2005)
 DU0770
 DU0770'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0770'FOUND MILE POLE 930, AND A CULVERT FOR A CANAL, BUT IT APPEARS THE
 DU0770'CONCRETE ON THE TOP OF THE CULVERT HAS BEEN UPGRADED SINCE THE
 DU0770'BENCHMARK WAS MONUMENTED.
 DU0770
 DU0770                          STATION RECOVERY (2007)
 DU0770
 DU0770'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0770'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0770'MARK. THERE ARE SEVERAL CULVERTS IN THE VICINITY, ALL OF WHICH SEEM TO
 DU0770'HAVE BEEN ALTERED SINCE THEY WERE BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1058 ***********************************************************************
 CZ1058  DESIGNATION -  C 69
 CZ1058  PID         -  CZ1058
 CZ1058  STATE/COUNTY-  AZ/PINAL
 CZ1058  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1058
 CZ1058                         *CURRENT SURVEY CONTROL
 CZ1058  ___________________________________________________________________
 CZ1058* NAD 83(1986)-  32 43 20.     (N)    111 30 29.     (W)     SCALED    
 CZ1058* NAVD 88     -       490.82   (+/-2cm)    1610.3    (feet)  VERTCON   
 CZ1058  ___________________________________________________________________
 CZ1058  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1058
 CZ1058.The horizontal coordinates were scaled from a topographic map and have
 CZ1058.an estimated accuracy of +/- 6 seconds.
 CZ1058
 CZ1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1058.The vertical order pertains to the NGVD 29 superseded value.
 CZ1058
 CZ1058.The geoid height was determined by GEOID03.
 CZ1058
 CZ1058;                    North         East    Units  Estimated Accuracy
 CZ1058;SPC AZ C     -   191,020.      251,660.      MT  (+/- 180 meters Scaled)
 CZ1058
 CZ1058                          SUPERSEDED SURVEY CONTROL
 CZ1058
 CZ1058  NGVD 29 (??/??/92)  490.265  (m)         1608.48   (f) ADJ UNCH    2 0
 CZ1058
 CZ1058.Superseded values are not recommended for survey control.
 CZ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1058.See file dsdata.txt to determine how the superseded data were derived.
 CZ1058
 CZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB523206(NAD 83)
 CZ1058_MARKER: DB = BENCH MARK DISK
 CZ1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1058_SP_SET: FOUNDATION
 CZ1058_STAMPING: C 69 1934
 CZ1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1058
 CZ1058  HISTORY     - Date     Condition        Report By
 CZ1058  HISTORY     - 1934     MONUMENTED       CGS
 CZ1058  HISTORY     - 1948     MARK NOT FOUND   NGS
 CZ1058
 CZ1058                          STATION DESCRIPTION
 CZ1058
 CZ1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1058'IN PICACHO.
 CZ1058'AT PICACHO, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 100
 CZ1058'FEET SOUTH OF THE STATION, IN THE TOP OF THE CONCRETE FOUNDATION
 CZ1058'FORMERLY USED FOR THE BASE OF A SIGNAL TOWER, AND 11 FEET SOUTH OF THE
 CZ1058'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 69 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0311 ***********************************************************************
 DT0311  DESIGNATION -  C 70
 DT0311  PID         -  DT0311
 DT0311  STATE/COUNTY-  AZ/GREENLEE
 DT0311  USGS QUAD   -  STRAYHORSE (1991)
 DT0311
 DT0311                         *CURRENT SURVEY CONTROL
 DT0311  ___________________________________________________________________
 DT0311* NAD 83(1986)-  33 31 22.     (N)    109 18 30.     (W)     SCALED    
 DT0311* NAVD 88     -      2218.349  (meters)    7278.03   (feet)  ADJUSTED  
 DT0311  ___________________________________________________________________
 DT0311  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 DT0311  DYNAMIC HT  -        2214.714 (meters)    7266.11  (feet)  COMP
 DT0311  MODELED GRAV-     978,919.0   (mgal)                       NAVD 88
 DT0311
 DT0311  VERT ORDER  -  SECOND    CLASS 0
 DT0311
 DT0311.The horizontal coordinates were scaled from a topographic map and have
 DT0311.an estimated accuracy of +/- 6 seconds.
 DT0311
 DT0311.The orthometric height was determined by differential leveling
 DT0311.and adjusted in June 1991.
 DT0311
 DT0311.The geoid height was determined by GEOID03.
 DT0311
 DT0311.The dynamic height is computed by dividing the NAVD 88
 DT0311.geopotential number by the normal gravity value computed on the
 DT0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0311.degrees latitude (g = 980.6199 gals.).
 DT0311
 DT0311.The modeled gravity was interpolated from observed gravity values.
 DT0311
 DT0311;                    North         East    Units  Estimated Accuracy
 DT0311;SPC AZ E     -   280,060.      293,090.      MT  (+/- 180 meters Scaled)
 DT0311
 DT0311                          SUPERSEDED SURVEY CONTROL
 DT0311
 DT0311  NGVD 29 (??/??/92) 2217.254  (m)         7274.44   (f) ADJ UNCH    2 0
 DT0311
 DT0311.Superseded values are not recommended for survey control.
 DT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0311.See file dsdata.txt to determine how the superseded data were derived.
 DT0311
 DT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC570105(NAD 83)
 DT0311_MARKER: DB = BENCH MARK DISK
 DT0311_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0311_SP_SET: UNSPECIFIED ROCK
 DT0311_STAMPING: C-70 1934
 DT0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0311
 DT0311  HISTORY     - Date     Condition        Report By
 DT0311  HISTORY     - 1934     MONUMENTED       CGS
 DT0311  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0311
 DT0311                          STATION DESCRIPTION
 DT0311
 DT0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0311'39.2 MI S FROM ALPINE.
 DT0311'ON STATE HWY NO.71, AND 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0311'SET IN A ROCK ABOUT 2 FEET IN DIAMETER AND 1 FOOT HIGH.
 DT0311
 DT0311                          STATION RECOVERY (1958)
 DT0311
 DT0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0152 ***********************************************************************
 FQ0152  DESIGNATION -  C 71
 FQ0152  PID         -  FQ0152
 FQ0152  STATE/COUNTY-  AZ/NAVAJO
 FQ0152  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0152
 FQ0152                         *CURRENT SURVEY CONTROL
 FQ0152  ___________________________________________________________________
 FQ0152* NAD 83(1986)-  35 31 16.     (N)    110 51 55.     (W)     SCALED    
 FQ0152* NAVD 88     -      1505.948  (meters)    4940.76   (feet)  ADJUSTED  
 FQ0152  ___________________________________________________________________
 FQ0152  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FQ0152  DYNAMIC HT  -        1504.018 (meters)    4934.43  (feet)  COMP
 FQ0152  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 FQ0152
 FQ0152  VERT ORDER  -  SECOND    CLASS 0
 FQ0152
 FQ0152.The horizontal coordinates were scaled from a topographic map and have
 FQ0152.an estimated accuracy of +/- 6 seconds.
 FQ0152
 FQ0152.The orthometric height was determined by differential leveling
 FQ0152.and adjusted in June 1991.
 FQ0152
 FQ0152.The geoid height was determined by GEOID03.
 FQ0152
 FQ0152.The dynamic height is computed by dividing the NAVD 88
 FQ0152.geopotential number by the normal gravity value computed on the
 FQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0152.degrees latitude (g = 980.6199 gals.).
 FQ0152
 FQ0152.The modeled gravity was interpolated from observed gravity values.
 FQ0152
 FQ0152;                    North         East    Units  Estimated Accuracy
 FQ0152;SPC AZ E     -   501,610.      150,000.      MT  (+/- 180 meters Scaled)
 FQ0152
 FQ0152                          SUPERSEDED SURVEY CONTROL
 FQ0152
 FQ0152  NGVD 29 (??/??/92) 1505.174  (m)         4938.23   (f) ADJ UNCH    2 0
 FQ0152
 FQ0152.Superseded values are not recommended for survey control.
 FQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0152.See file dsdata.txt to determine how the superseded data were derived.
 FQ0152
 FQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE122308(NAD 83)
 FQ0152_MARKER: DB = BENCH MARK DISK
 FQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0152_STAMPING: C 71 1934
 FQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0152+STABILITY: SURFACE MOTION
 FQ0152
 FQ0152  HISTORY     - Date     Condition        Report By
 FQ0152  HISTORY     - 1934     MONUMENTED       CGS
 FQ0152  HISTORY     - 1955     GOOD             NGS
 FQ0152
 FQ0152                          STATION DESCRIPTION
 FQ0152
 FQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0152'22.4 MI NE FROM LEUPP.
 FQ0152'IN NAVAJO COUNTY, ABOUT 22.4 MILES NORTHEAST ALONG THE HIGHWAY TOWARD
 FQ0152'ORAIBI FROM LEUPP, COCONINO COUNTY, ABOUT 2 MILES SOUTHEAST OF THE
 FQ0152'SOUTH END OF A RED SANDSTONE CLIFF, ABOUT 1.1 MILES SOUTH OF A 32-FOOT
 FQ0152'SPAN WOODEN BRIDGE, AND 53 FEET WEST OF THE CENTER LINE OF THE
 FQ0152'HIGHWAY.  A STANDARD DISK, STAMPED C 71 1934 AND SET IN THE TOP OF A
 FQ0152'CONCRETE POST.
 FQ0152
 FQ0152                          STATION RECOVERY (1955)
 FQ0152
 FQ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0331 ***********************************************************************
 FP0331  DESIGNATION -  C 73
 FP0331  PID         -  FP0331
 FP0331  STATE/COUNTY-  AZ/APACHE
 FP0331  USGS QUAD   -  STEAMBOAT ROCK (1972)
 FP0331
 FP0331                         *CURRENT SURVEY CONTROL
 FP0331  ___________________________________________________________________
 FP0331* NAD 83(1986)-  35 45 49.     (N)    109 47 26.     (W)     SCALED    
 FP0331* NAVD 88     -      2078.437  (meters)    6819.01   (feet)  ADJUSTED  
 FP0331  ___________________________________________________________________
 FP0331  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FP0331  DYNAMIC HT  -        2075.612 (meters)    6809.74  (feet)  COMP
 FP0331  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 FP0331
 FP0331  VERT ORDER  -  SECOND    CLASS 0
 FP0331
 FP0331.The horizontal coordinates were scaled from a topographic map and have
 FP0331.an estimated accuracy of +/- 6 seconds.
 FP0331
 FP0331.The orthometric height was determined by differential leveling
 FP0331.and adjusted in June 1991.
 FP0331
 FP0331.The geoid height was determined by GEOID03.
 FP0331
 FP0331.The dynamic height is computed by dividing the NAVD 88
 FP0331.geopotential number by the normal gravity value computed on the
 FP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0331.degrees latitude (g = 980.6199 gals.).
 FP0331
 FP0331.The modeled gravity was interpolated from observed gravity values.
 FP0331
 FP0331;                    North         East    Units  Estimated Accuracy
 FP0331;SPC AZ E     -   528,350.      247,370.      MT  (+/- 180 meters Scaled)
 FP0331
 FP0331                          SUPERSEDED SURVEY CONTROL
 FP0331
 FP0331  NGVD 29 (??/??/92) 2077.473  (m)         6815.84   (f) ADJ UNCH    2 0
 FP0331
 FP0331.Superseded values are not recommended for survey control.
 FP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0331.See file dsdata.txt to determine how the superseded data were derived.
 FP0331
 FP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE093584(NAD 83)
 FP0331_MARKER: DB = BENCH MARK DISK
 FP0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0331_STAMPING: C 73 1934
 FP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0331+STABILITY: SURFACE MOTION
 FP0331
 FP0331  HISTORY     - Date     Condition        Report By
 FP0331  HISTORY     - 1934     MONUMENTED       CGS
 FP0331  HISTORY     - 1972     GOOD             USGS
 FP0331
 FP0331                          STATION DESCRIPTION
 FP0331
 FP0331'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0331'17.1 MI W FROM GANADO POST OFFICE.
 FP0331'FROM THE POST OFFICE AT GANADO WEST ALONG THE NEW ALIGNMENT OF STATE
 FP0331'ROUTE 264 17.1 MILES TO T ROAD SOUTH TO GROUP OF 7 OR 8 HOGANS.  TAKE
 FP0331'ROAD SOUTH FOR 0.1 MILES TO THE CROSSING OF THE OLD ALIGNMENT OF
 FP0331'HIGHWAY, TURN LEFT, EAST, ALONG OLD ALIGNMENT FOR 0.05 MILES TO BM. BM
 FP0331'IS 20 FEET SOUTHWEST OF OLD ROAD.  A STANDARD DISK STAMPED C 73 1934
 FP0331'AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0221 ***********************************************************************
 ER0221  DESIGNATION -  C 74
 ER0221  PID         -  ER0221
 ER0221  STATE/COUNTY-  AZ/APACHE
 ER0221  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0221
 ER0221                         *CURRENT SURVEY CONTROL
 ER0221  ___________________________________________________________________
 ER0221* NAD 83(1986)-  34 09 04.     (N)    109 05 23.     (W)     SCALED    
 ER0221* NAVD 88     -      2219.997  (meters)    7283.44   (feet)  ADJUSTED  
 ER0221  ___________________________________________________________________
 ER0221  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 ER0221  DYNAMIC HT  -        2216.571 (meters)    7272.20  (feet)  COMP
 ER0221  MODELED GRAV-     979,012.6   (mgal)                       NAVD 88
 ER0221
 ER0221  VERT ORDER  -  SECOND    CLASS 0
 ER0221
 ER0221.The horizontal coordinates were scaled from a topographic map and have
 ER0221.an estimated accuracy of +/- 6 seconds.
 ER0221
 ER0221.The orthometric height was determined by differential leveling
 ER0221.and adjusted in June 1991.
 ER0221
 ER0221.The geoid height was determined by GEOID03.
 ER0221
 ER0221.The dynamic height is computed by dividing the NAVD 88
 ER0221.geopotential number by the normal gravity value computed on the
 ER0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0221.degrees latitude (g = 980.6199 gals.).
 ER0221
 ER0221.The modeled gravity was interpolated from observed gravity values.
 ER0221
 ER0221;                    North         East    Units  Estimated Accuracy
 ER0221;SPC AZ E     -   349,940.      312,670.      MT  (+/- 180 meters Scaled)
 ER0221
 ER0221                          SUPERSEDED SURVEY CONTROL
 ER0221
 ER0221  NGVD 29 (??/??/92) 2219.050  (m)         7280.33   (f) ADJ UNCH    2 0
 ER0221
 ER0221.Superseded values are not recommended for survey control.
 ER0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0221.See file dsdata.txt to determine how the superseded data were derived.
 ER0221
 ER0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC761805(NAD 83)
 ER0221_MARKER: DB = BENCH MARK DISK
 ER0221_SETTING: 80 = SET IN A BOULDER
 ER0221_SP_SET: BOULDER
 ER0221_STAMPING: C 74 1934
 ER0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0221+STABILITY: SURFACE MOTION
 ER0221
 ER0221  HISTORY     - Date     Condition        Report By
 ER0221  HISTORY     - 1934     MONUMENTED       CGS
 ER0221
 ER0221                          STATION DESCRIPTION
 ER0221
 ER0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0221'9.5 MI E FROM SPRINGERVILLE.
 ER0221'FROM THE POST OFFICE IN SPRINGERVILLE GO 9.5 MILES EAST ALONG U.S.
 ER0221'HWY. 60 TO A ROAD INTERSECTION ON THE RIGHT, TURN RIGHT ON GRAVEL ROAD
 ER0221'AND GO 0.5 MILE TO OLD HIGHWAY 60, TURN LEFT ON OLD U.S. HWY. 60 AND
 ER0221'GO 1.4 MILES TO A RIGHT TURN OFF THE OLD HIGHWAY, TURN RIGHT AND GO
 ER0221'0.3 MILE TO A ROAD INTERSECTION, CONTINUE STRAIGHT AHEAD ON THE OTHER
 ER0221'LOCATION OF U.S. HWY. 60 FOR 0.7 MILES TO BM LOCATION.  BM IS LOCATED
 ER0221'ON THE SOUTH SLOPE OF A HILL, 30 FEET EAST OF THE CENTER OF THE ROAD,
 ER0221'AND SET IN THE TOP OF A LARGE ROAD SANDSTONE BOULDER. STAMPED C 74
 ER0221'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0274 ***********************************************************************
 CY0274  DESIGNATION -  C 75
 CY0274  PID         -  CY0274
 CY0274  STATE/COUNTY-  AZ/GREENLEE
 CY0274  USGS QUAD   -  DUNCAN (1986)
 CY0274
 CY0274                         *CURRENT SURVEY CONTROL
 CY0274  ___________________________________________________________________
 CY0274* NAD 83(1986)-  32 40 45.     (N)    109 04 49.     (W)     SCALED    
 CY0274* NAVD 88     -      1137.86   (+/-2cm)    3733.1    (feet)  VERTCON   
 CY0274  ___________________________________________________________________
 CY0274  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CY0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0274
 CY0274.The horizontal coordinates were scaled from a topographic map and have
 CY0274.an estimated accuracy of +/- 6 seconds.
 CY0274
 CY0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0274.The vertical order pertains to the NGVD 29 superseded value.
 CY0274
 CY0274.The geoid height was determined by GEOID03.
 CY0274
 CY0274;                    North         East    Units  Estimated Accuracy
 CY0274;SPC AZ E     -   186,700.      315,250.      MT  (+/- 180 meters Scaled)
 CY0274
 CY0274                          SUPERSEDED SURVEY CONTROL
 CY0274
 CY0274  NGVD 29 (??/??/92) 1137.183  (m)         3730.91   (f) ADJ UNCH    2 0
 CY0274
 CY0274.Superseded values are not recommended for survey control.
 CY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0274.See file dsdata.txt to determine how the superseded data were derived.
 CY0274
 CY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB799173(NAD 83)
 CY0274_MARKER: DB = BENCH MARK DISK
 CY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0274_STAMPING: C-75 1934
 CY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0274+STABILITY: SURFACE MOTION
 CY0274
 CY0274  HISTORY     - Date     Condition        Report By
 CY0274  HISTORY     - 1934     MONUMENTED       CGS
 CY0274  HISTORY     - 1958     MARK NOT FOUND   NGS
 CY0274
 CY0274                          STATION DESCRIPTION
 CY0274
 CY0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0274'3.4 MI SE FROM DUNCAN.
 CY0274'3.4 MI. S.E. ALONG A. AND N.M. RY.  ABOUT 100 YDS. N. OF DEPOT AT
 CY0274'FRANKLIN, 100 FT. E. OF MI. POST 1181, 42 FT. N.E. OF TRACK SWITCH,
 CY0274'125 FT. W. OF THE CENTER LINE OF U.S. NO.180, AND 40 FT. E. OF THE
 CY0274'CENTER LINE OF THE TRACK.
 CY0274
 CY0274                          STATION RECOVERY (1958)
 CY0274
 CY0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CY0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0381 ***********************************************************************
 CG0381  DESIGNATION -  C 76
 CG0381  PID         -  CG0381
 CG0381  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0381  USGS QUAD   -  TUBAC (1981)
 CG0381
 CG0381                         *CURRENT SURVEY CONTROL
 CG0381  ___________________________________________________________________
 CG0381* NAD 83(1986)-  31 37 13.     (N)    111 02 14.     (W)     SCALED    
 CG0381* NAVD 88     -       970.03   (+/-2cm)    3182.5    (feet)  VERTCON   
 CG0381  ___________________________________________________________________
 CG0381  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0381  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0381
 CG0381.The horizontal coordinates were scaled from a topographic map and have
 CG0381.an estimated accuracy of +/- 6 seconds.
 CG0381
 CG0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0381.The vertical order pertains to the NGVD 29 superseded value.
 CG0381
 CG0381.The geoid height was determined by GEOID03.
 CG0381
 CG0381;                    North         East    Units  Estimated Accuracy
 CG0381;SPC AZ C     -    69,100.      296,800.      MT  (+/- 180 meters Scaled)
 CG0381
 CG0381                          SUPERSEDED SURVEY CONTROL
 CG0381
 CG0381  NGVD 29 (??/??/92)  969.206  (m)         3179.80   (f) ADJ UNCH    1 2
 CG0381
 CG0381.Superseded values are not recommended for survey control.
 CG0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0381.See file dsdata.txt to determine how the superseded data were derived.
 CG0381
 CG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV964983(NAD 83)
 CG0381_MARKER: DB = BENCH MARK DISK
 CG0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0381_STAMPING: C 76 1934
 CG0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0381+STABILITY: SURFACE MOTION
 CG0381
 CG0381  HISTORY     - Date     Condition        Report By
 CG0381  HISTORY     - 1934     MONUMENTED       CGS
 CG0381  HISTORY     - 1953     GOOD             NGS
 CG0381  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0381
 CG0381                          STATION DESCRIPTION
 CG0381
 CG0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0381'6.2 MI S FROM AMADO.
 CG0381'6.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0381'WATER TANK AT AMADO, 0.5 MILE NORTH OF TUBAC, 0.5 MILE SOUTH OF
 CG0381'MILEPOLE 1027, 222 FEET SOUTH OF THE CENTER OF THE CROSSING OF A TRACK
 CG0381'ROAD, 56.5 FEET SOUTH OF THE SOUTH CORNER OF A MOTOR SCOOTER PLATFORM,
 CG0381'32.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET NORTHWEST OF THE
 CG0381'CENTER OF A LEVEE BANK, 0.9 FOOT NORTHWEST OF A WITNESS POST, ABOUT 2
 CG0381'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0381'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0381
 CG0381                          STATION RECOVERY (1976)
 CG0381
 CG0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0318 ***********************************************************************
 CG0318  DESIGNATION -  C 77
 CG0318  PID         -  CG0318
 CG0318  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0318  USGS QUAD   -  MT HUGHES (1982)
 CG0318
 CG0318                         *CURRENT SURVEY CONTROL
 CG0318  ___________________________________________________________________
 CG0318* NAD 83(1986)-  31 35 18.     (N)    110 43 32.     (W)     SCALED    
 CG0318* NAVD 88     -      1293.08   (+/-2cm)    4242.4    (feet)  VERTCON   
 CG0318  ___________________________________________________________________
 CG0318  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CG0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0318
 CG0318.The horizontal coordinates were scaled from a topographic map and have
 CG0318.an estimated accuracy of +/- 6 seconds.
 CG0318
 CG0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0318.The vertical order pertains to the NGVD 29 superseded value.
 CG0318
 CG0318.The geoid height was determined by GEOID03.
 CG0318
 CG0318;                    North         East    Units  Estimated Accuracy
 CG0318;SPC AZ C     -    65,840.      326,400.      MT  (+/- 180 meters Scaled)
 CG0318
 CG0318                          SUPERSEDED SURVEY CONTROL
 CG0318
 CG0318  NGVD 29 (??/??/92) 1292.180  (m)         4239.43   (f) ADJ UNCH    2 0
 CG0318
 CG0318.Superseded values are not recommended for survey control.
 CG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0318.See file dsdata.txt to determine how the superseded data were derived.
 CG0318
 CG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV260948(NAD 83)
 CG0318_MARKER: DB = BENCH MARK DISK
 CG0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0318_STAMPING: C 77 1934
 CG0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0318+STABILITY: SURFACE MOTION
 CG0318
 CG0318  HISTORY     - Date     Condition        Report By
 CG0318  HISTORY     - 1934     MONUMENTED       CGS
 CG0318
 CG0318                          STATION DESCRIPTION
 CG0318
 CG0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0318'3.8 MI NE FROM PATAGONIA.
 CG0318'3.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0318'STATION AT PATAGONIA, SANTA CRUZ COUNTY, 5-1/2 POLES SOUTH OF MILEPOST
 CG0318'1091, 42 FEET WEST OF THE CENTERLINE OF THE TRACK, 10 FEET EAST OF A
 CG0318'FENCE LINE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 CG0318'C 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0894 ***********************************************************************
 CG0894  DESIGNATION -  C 78
 CG0894  PID         -  CG0894
 CG0894  STATE/COUNTY-  AZ/COCHISE
 CG0894  USGS QUAD   -  TOMBSTONE (1978)
 CG0894
 CG0894                         *CURRENT SURVEY CONTROL
 CG0894  ___________________________________________________________________
 CG0894* NAD 83(1986)-  31 44 07.     (N)    110 00 33.     (W)     SCALED    
 CG0894* NAVD 88     -      1424.57   (+/-2cm)    4673.8    (feet)  VERTCON   
 CG0894  ___________________________________________________________________
 CG0894  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CG0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0894
 CG0894.The horizontal coordinates were scaled from a topographic map and have
 CG0894.an estimated accuracy of +/- 6 seconds.
 CG0894
 CG0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0894.The vertical order pertains to the NGVD 29 superseded value.
 CG0894
 CG0894.The geoid height was determined by GEOID03.
 CG0894
 CG0894;                    North         East    Units  Estimated Accuracy
 CG0894;SPC AZ E     -    81,530.      228,280.      MT  (+/- 180 meters Scaled)
 CG0894
 CG0894                          SUPERSEDED SURVEY CONTROL
 CG0894
 CG0894  NGVD 29 (??/??/92) 1423.701  (m)         4670.93   (f) ADJ UNCH    2 0
 CG0894
 CG0894.Superseded values are not recommended for survey control.
 CG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0894.See file dsdata.txt to determine how the superseded data were derived.
 CG0894
 CG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA938115(NAD 83)
 CG0894_MARKER: DB = BENCH MARK DISK
 CG0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0894_STAMPING: C 78 1934
 CG0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0894+STABILITY: SURFACE MOTION
 CG0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0894+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CG0894
 CG0894  HISTORY     - Date     Condition        Report By
 CG0894  HISTORY     - 1934     MONUMENTED       CGS
 CG0894  HISTORY     - 1946     GOOD             NGS
 CG0894  HISTORY     - 20070504 GOOD             GEOCAC
 CG0894
 CG0894                          STATION DESCRIPTION
 CG0894
 CG0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CG0894'4.2 MI E FROM TOMBSTONE.
 CG0894'4.2 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CG0894'215 FEET EAST OF THE CREST OF A SMALL RISE, AND 35 FEET SOUTH OF THE
 CG0894'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 78 1934 AND SET IN
 CG0894'THE TOP OF A CONCRETE POST.
 CG0894
 CG0894                          STATION RECOVERY (2007)
 CG0894
 CG0894'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0894'RECOVERED IN GOOD CONDITION AS DESCRIBED.  HANDHELD COORDINATES
 CG0894' 
 CG0894'31 44 05.9 (N)   110 00 33.9 (W)  (NAD 83).
 CG0894' 
 CG0894'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CG0894'SOUTHEAST ON SAFFORD STREET FOR 0.1 MILES TO STATE HIGHWAY 80. TURN
 CG0894'RIGHT AND TRAVEL SOUTHWEST FOR 0.1 MILES THEN SOUTHEAST FOR 0.9 MILES
 CG0894'ON STATE HIGHWAY 80 TO CAMINO SAN RAFAEL ROAD. TURN LEFT AND TRAVEL
 CG0894'NORTH ON CAMINO SAN RAFAEL ROAD FOR 1.1 MILES TO GLEESON ROAD.
 CG0894'TURN RIGHT AND TRAVEL EAST ON GLEESON ROAD FOR 0.4 MILES TO A CATTLE
 CG0894'GUARD WHERE THE ROAD BECOMES A GRADED ROAD AND CONTINUE 2.3 MILES TO
 CG0894'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0144 ***********************************************************************
 CG0144  DESIGNATION -  C 79
 CG0144  PID         -  CG0144
 CG0144  STATE/COUNTY-  AZ/COCHISE
 CG0144  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0144
 CG0144                         *CURRENT SURVEY CONTROL
 CG0144  ___________________________________________________________________
 CG0144* NAD 83(1986)-  31 35 54.     (N)    110 08 51.     (W)     SCALED    
 CG0144* NAVD 88     -      1226.92   (+/-2cm)    4025.3    (feet)  VERTCON   
 CG0144  ___________________________________________________________________
 CG0144  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0144
 CG0144.The horizontal coordinates were scaled from a topographic map and have
 CG0144.an estimated accuracy of +/- 6 seconds.
 CG0144
 CG0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0144.The vertical order pertains to the NGVD 29 superseded value.
 CG0144
 CG0144.The geoid height was determined by GEOID03.
 CG0144
 CG0144;                    North         East    Units  Estimated Accuracy
 CG0144;SPC AZ E     -    66,330.      215,180.      MT  (+/- 180 meters Scaled)
 CG0144
 CG0144                          SUPERSEDED SURVEY CONTROL
 CG0144
 CG0144  NGVD 29 (??/??/92) 1226.117  (m)         4022.69   (f) ADJ UNCH    2 0
 CG0144
 CG0144.Superseded values are not recommended for survey control.
 CG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0144.See file dsdata.txt to determine how the superseded data were derived.
 CG0144
 CG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV808962(NAD 83)
 CG0144_MARKER: DB = BENCH MARK DISK
 CG0144_SETTING: 66 = SET IN ROCK OUTCROP
 CG0144_SP_SET: ROCK OUTCROP
 CG0144_STAMPING: C 79 1934
 CG0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0144+STABILITY: POSITION/ELEVATION WELL
 CG0144
 CG0144  HISTORY     - Date     Condition        Report By
 CG0144  HISTORY     - 1934     MONUMENTED       CGS
 CG0144
 CG0144                          STATION DESCRIPTION
 CG0144
 CG0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0144'2.8 MI SE FROM CHARLESTON.
 CG0144'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0144'STATION AT CHARLESTON, COCHISE COUNTY, 1.7 MILES NORTHWEST OF LEWIS
 CG0144'SPRINGS, 0.2 MILE NORTHEAST OF A SMALL RANCHHOUSE, 300 YARDS SOUTHEAST
 CG0144'OF SIGNAL BLOCK 1057.2, 125 YARDS WEST OF A SMALL SHARP POINTED HILL,
 CG0144'38 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A GRANITE
 CG0144'OUTCROP, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C
 CG0144'79 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0288 ***********************************************************************
 DB0288  DESIGNATION -  C 8
 DB0288  PID         -  DB0288
 DB0288  STATE/COUNTY-  AZ/YUMA
 DB0288  USGS QUAD   -  LAGUNA DAM (1979)
 DB0288
 DB0288                         *CURRENT SURVEY CONTROL
 DB0288  ___________________________________________________________________
 DB0288* NAD 83(1986)-  32 45 20.     (N)    114 24 38.     (W)     SCALED    
 DB0288* NAVD 88     -        55.50   (+/-2cm)     182.1    (feet)  VERTCON   
 DB0288  ___________________________________________________________________
 DB0288  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DB0288  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0288
 DB0288.The horizontal coordinates were scaled from a topographic map and have
 DB0288.an estimated accuracy of +/- 6 seconds.
 DB0288
 DB0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0288.The vertical order pertains to the NGVD 29 superseded value.
 DB0288
 DB0288.The geoid height was determined by GEOID03.
 DB0288
 DB0288;                    North         East    Units  Estimated Accuracy
 DB0288;SPC AZ W     -   194,840.      151,460.      MT  (+/- 180 meters Scaled)
 DB0288
 DB0288                          SUPERSEDED SURVEY CONTROL
 DB0288
 DB0288  NGVD 29 (??/??/??)   54.835  (m)          179.90   (f) ADJUSTED    1 2
 DB0288
 DB0288.Superseded values are not recommended for survey control.
 DB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0288.See file dsdata.txt to determine how the superseded data were derived.
 DB0288
 DB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS425271(NAD 83)
 DB0288_MARKER: DB = BENCH MARK DISK
 DB0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0288_SP_SET: BRIDGE
 DB0288_STAMPING: 179.904 C 8 1927
 DB0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0288
 DB0288  HISTORY     - Date     Condition        Report By
 DB0288  HISTORY     - 1927     MONUMENTED       CGS
 DB0288  HISTORY     - 1953     MARK NOT FOUND   NGS
 DB0288  HISTORY     - 1960     MARK NOT FOUND   NGS
 DB0288
 DB0288                          STATION DESCRIPTION
 DB0288
 DB0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DB0288'3.2 MI SW FROM DOME.
 DB0288'3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DB0288'THE STATION AT DOME, YUMA COUNTY, 4-1/2 POLES NORTHEAST OF
 DB0288'MILEPOST 750, AT THE NORTHWEST CORNER OF CONCRETE ARCH BRIDGE
 DB0288'750.13, IN THE TOP OF THE CONCRETE DECK, 1.2 FEET FROM THE FACE,
 DB0288'1.8 FEET FROM THE END OF THE DECK, 13 FEET NORTHWEST OF THE
 DB0288'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 DB0288'NOTE-- A DOUBLE TRACK IS NOW AT THIS LOCATION AND IT IS BELIEVED
 DB0288'THAT THE BENCH MARK IS NOW BELOW THE TRACK BED, IT IS PROBABLY
 DB0288'INTACT, DIGGING THROUGH THE CINDERS ON THE MEASUREMENTS THAT
 DB0288'COULD BE REFIGURED FROM GETTING WIDTH OF ORIGINAL BRIDGE FROM
 DB0288'INSIDE THE LARGE UNDERPASS OR WATER COURSE, THIS MARK PROBABLY
 DB0288'COULD BE RELOCATED.
 DB0288
 DB0288                          STATION RECOVERY (1960)
 DB0288
 DB0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DB0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0180 ***********************************************************************
 CF0180  DESIGNATION -  C 80
 CF0180  PID         -  CF0180
 CF0180  STATE/COUNTY-  AZ/COCHISE
 CF0180  USGS QUAD   -  ELFRIDA (1986)
 CF0180
 CF0180                         *CURRENT SURVEY CONTROL
 CF0180  ___________________________________________________________________
 CF0180* NAD 83(1986)-  31 40 48.     (N)    109 41 14.     (W)     SCALED    
 CF0180* NAVD 88     -      1262.33   (+/-2cm)    4141.5    (feet)  VERTCON   
 CF0180  ___________________________________________________________________
 CF0180  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0180
 CF0180.The horizontal coordinates were scaled from a topographic map and have
 CF0180.an estimated accuracy of +/- 6 seconds.
 CF0180
 CF0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0180.The vertical order pertains to the NGVD 29 superseded value.
 CF0180
 CF0180.The geoid height was determined by GEOID03.
 CF0180
 CF0180;                    North         East    Units  Estimated Accuracy
 CF0180;SPC AZ E     -    75,490.      258,820.      MT  (+/- 180 meters Scaled)
 CF0180
 CF0180                          SUPERSEDED SURVEY CONTROL
 CF0180
 CF0180  NGVD 29 (??/??/92) 1261.502  (m)         4138.78   (f) ADJ UNCH    2 0
 CF0180
 CF0180.Superseded values are not recommended for survey control.
 CF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0180.See file dsdata.txt to determine how the superseded data were derived.
 CF0180
 CF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244057(NAD 83)
 CF0180_MARKER: DB = BENCH MARK DISK
 CF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0180_STAMPING: C 80 1934
 CF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0180+STABILITY: SURFACE MOTION
 CF0180
 CF0180  HISTORY     - Date     Condition        Report By
 CF0180  HISTORY     - 1934     MONUMENTED       CGS
 CF0180  HISTORY     - 1936     GOOD             USGS
 CF0180  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0180  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0180
 CF0180                          STATION DESCRIPTION
 CF0180
 CF0180'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 CF0180'0.1 MI S FROM ELFRIDA.
 CF0180'0.1 MILE SOUTH ALONG U.S. HIGHWAY 666 FROM ELFRIDA, COCHISE COUNTY,
 CF0180'ABOUT 800 FEET SOUTH OF THE JUNCTION OF THE ROAD LEADING TO BISBEE, 50
 CF0180'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 90 FEET WEST OF THE
 CF0180'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 80 1934 AND SET
 CF0180'IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS NOW IN A DITCH AND 800
 CF0180'FEET SOUTH OF JUNCTION.  90 FEET WEST OF HIGHWAY 81.
 CF0180
 CF0180                          STATION RECOVERY (1980)
 CF0180
 CF0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0180'SEARCHED FOR BUT NOT RECOVERED, NEW BUILDING AND GRADING IN AREA.
 CF0180
 CF0180                          STATION RECOVERY (1981)
 CF0180
 CF0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0122 ***********************************************************************
 CF0122  DESIGNATION -  C 81
 CF0122  PID         -  CF0122
 CF0122  STATE/COUNTY-  AZ/COCHISE
 CF0122  USGS QUAD   -  BISBEE SE (1958)
 CF0122
 CF0122                         *CURRENT SURVEY CONTROL
 CF0122  ___________________________________________________________________
 CF0122* NAD 83(1986)-  31 21 06.     (N)    109 52 02.     (W)     SCALED    
 CF0122* NAVD 88     -      1414.62   (+/-2cm)    4641.1    (feet)  VERTCON   
 CF0122  ___________________________________________________________________
 CF0122  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CF0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0122
 CF0122.The horizontal coordinates were scaled from a topographic map and have
 CF0122.an estimated accuracy of +/- 6 seconds.
 CF0122
 CF0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0122.The vertical order pertains to the NGVD 29 superseded value.
 CF0122
 CF0122.The geoid height was determined by GEOID03.
 CF0122
 CF0122;                    North         East    Units  Estimated Accuracy
 CF0122;SPC AZ E     -    39,030.      241,850.      MT  (+/- 180 meters Scaled)
 CF0122
 CF0122                          SUPERSEDED SURVEY CONTROL
 CF0122
 CF0122  NGVD 29 (??/??/92) 1413.774  (m)         4638.36   (f) ADJ UNCH    2 0
 CF0122
 CF0122.Superseded values are not recommended for survey control.
 CF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0122.See file dsdata.txt to determine how the superseded data were derived.
 CF0122
 CF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV077691(NAD 83)
 CF0122_MARKER: DB = BENCH MARK DISK
 CF0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0122_SP_SET: BRIDGE
 CF0122_STAMPING: C 81 1934
 CF0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0122
 CF0122  HISTORY     - Date     Condition        Report By
 CF0122  HISTORY     - 1934     MONUMENTED       CGS
 CF0122
 CF0122                          STATION DESCRIPTION
 CF0122
 CF0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0122'5.2 MI E FROM NACO.
 CF0122'5.2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0122'STATION AT NACO, COCHISE COUNTY, 6-1/2 POLES SOUTHEAST OF MILEPOST
 CF0122'1086, 0.4 MILE NORTHEAST OF A SMALL RANCHHOUSE, AT CONCRETE BRIDGE
 CF0122'1086.22, IN THE TOP OF THE SOUTHWEST HEADWALL, AND 1 FOOT WEST OF THE
 CF0122'EAST END.  A STANDARD DISK, STAMPED C 81 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0067 ***********************************************************************
 CF0067  DESIGNATION -  C 82
 CF0067  PID         -  CF0067
 CF0067  STATE/COUNTY-  AZ/COCHISE
 CF0067  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0067
 CF0067                         *CURRENT SURVEY CONTROL
 CF0067  ___________________________________________________________________
 CF0067* NAD 83(1986)-  31 31 04.     (N)    109 18 23.     (W)     SCALED    
 CF0067* NAVD 88     -      1372.55   (+/-2cm)    4503.1    (feet)  VERTCON   
 CF0067  ___________________________________________________________________
 CF0067  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CF0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0067
 CF0067.The horizontal coordinates were scaled from a topographic map and have
 CF0067.an estimated accuracy of +/- 6 seconds.
 CF0067
 CF0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0067.The vertical order pertains to the NGVD 29 superseded value.
 CF0067
 CF0067.The geoid height was determined by GEOID03.
 CF0067
 CF0067;                    North         East    Units  Estimated Accuracy
 CF0067;SPC AZ E     -    57,720.      295,070.      MT  (+/- 180 meters Scaled)
 CF0067
 CF0067                          SUPERSEDED SURVEY CONTROL
 CF0067
 CF0067  NGVD 29 (??/??/92) 1371.672  (m)         4500.23   (f) ADJ UNCH    2 0
 CF0067
 CF0067.Superseded values are not recommended for survey control.
 CF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0067.See file dsdata.txt to determine how the superseded data were derived.
 CF0067
 CF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV608882(NAD 83)
 CF0067_MARKER: DB = BENCH MARK DISK
 CF0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0067_SP_SET: BRIDGE
 CF0067_STAMPING: C-82 1934
 CF0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0067
 CF0067  HISTORY     - Date     Condition        Report By
 CF0067  HISTORY     - 1934     MONUMENTED       CGS
 CF0067  HISTORY     - 1935     GOOD             NGS
 CF0067
 CF0067                          STATION DESCRIPTION
 CF0067
 CF0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0067'16.4 MI SW FROM APACHE.
 CF0067'16.4 MI. SW. OF DEPOT ALONG THE S.P.R.R., ABOUT 0.4 MI. N.E. OF SIDING
 CF0067'BERNARDINO, 90 FT. S.E. OF THE CENTER LINE OF TRACK, 12 FT. N. OF THE
 CF0067'CENTER LINE OF U.S. NO. 80, AND SET IN THE CENTER OF N.W. GUARD RAIL
 CF0067'OF CONC. HIGHWAY BRIDGE.  NOTE-- 3.3 FT.  THE MARK IS 13.0 FT. ABOVE
 CF0067'DRAIN ON TOP OF BRIDGE RAIL.  IT IS 18 FT. WEST OF CENTERLINE OF ROAD,
 CF0067'140 FT. EAST OF CENTERLINE OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1113 ***********************************************************************
 CZ1113  DESIGNATION -  C 83
 CZ1113  PID         -  CZ1113
 CZ1113  STATE/COUNTY-  AZ/PINAL
 CZ1113  USGS QUAD   -  STANFIELD (1992)
 CZ1113
 CZ1113                         *CURRENT SURVEY CONTROL
 CZ1113  ___________________________________________________________________
 CZ1113* NAD 83(1986)-  32 52 46.     (N)    111 57 49.     (W)     SCALED    
 CZ1113* NAVD 88     -       398.48   (+/-2cm)    1307.3    (feet)  VERTCON   
 CZ1113  ___________________________________________________________________
 CZ1113  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1113
 CZ1113.The horizontal coordinates were scaled from a topographic map and have
 CZ1113.an estimated accuracy of +/- 6 seconds.
 CZ1113
 CZ1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1113.The vertical order pertains to the NGVD 29 superseded value.
 CZ1113
 CZ1113.The geoid height was determined by GEOID03.
 CZ1113
 CZ1113;                    North         East    Units  Estimated Accuracy
 CZ1113;SPC AZ C     -   208,380.      208,970.      MT  (+/- 180 meters Scaled)
 CZ1113
 CZ1113                          SUPERSEDED SURVEY CONTROL
 CZ1113
 CZ1113  NGVD 29 (??/??/92)  397.89   (m)         1305.4    (f) COMPUTED    2 0
 CZ1113
 CZ1113.Superseded values are not recommended for survey control.
 CZ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1113.See file dsdata.txt to determine how the superseded data were derived.
 CZ1113
 CZ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098383(NAD 83)
 CZ1113_MARKER: DB = BENCH MARK DISK
 CZ1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1113_STAMPING: C 83 1935
 CZ1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1113+STABILITY: SURFACE MOTION
 CZ1113
 CZ1113  HISTORY     - Date     Condition        Report By
 CZ1113  HISTORY     - 1935     MONUMENTED       CGS
 CZ1113  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ1113
 CZ1113                          STATION DESCRIPTION
 CZ1113
 CZ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1113'12.2 MI W FROM CASA GRANDE.
 CZ1113'0.7 MILE EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1113'STANFIELD, PINAL COUNTY, 85 FEET EAST OF THE RAZED ROBLES SERVICE
 CZ1113'STATION, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 CZ1113'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 83 1935 AND SET IN
 CZ1113'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1236 ***********************************************************************
 CZ1236  DESIGNATION -  C 84
 CZ1236  PID         -  CZ1236
 CZ1236  STATE/COUNTY-  AZ/PINAL
 CZ1236  USGS QUAD   -  CHUICHU (1992)
 CZ1236
 CZ1236                         *CURRENT SURVEY CONTROL
 CZ1236  ___________________________________________________________________
 CZ1236* NAD 83(1986)-  32 51 01.     (N)    111 45 27.     (W)     SCALED    
 CZ1236* NAVD 88     -       430.355  (meters)    1411.92   (feet)  READJUSTED
 CZ1236  ___________________________________________________________________
 CZ1236  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ1236  DYNAMIC HT  -         429.830 (meters)    1410.20  (feet)  COMP
 CZ1236  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 CZ1236  OBS GRAVITY -     979,400.1   (mgal)                       GRAV_OBS
 CZ1236
 CZ1236  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1236
 CZ1236.The horizontal coordinates were scaled from a topographic map and have
 CZ1236.an estimated accuracy of +/- 6 seconds.
 CZ1236
 CZ1236.The orthometric height was determined by differential leveling
 CZ1236.and adjusted in April 1999.
 CZ1236.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1236.mark was located on a no-check spur therefore a value was not computed.
 CZ1236.The height was derived from older observations constrained to new
 CZ1236.heights in a crustal motion area.  The height is approximate in
 CZ1236.relation to other heights in its vicinity.
 CZ1236.No vertical observational check was made to the station.
 CZ1236
 CZ1236.The geoid height was determined by GEOID03.
 CZ1236
 CZ1236.The dynamic height is computed by dividing the NAVD 88
 CZ1236.geopotential number by the normal gravity value computed on the
 CZ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1236.degrees latitude (g = 980.6199 gals.).
 CZ1236
 CZ1236.The modeled gravity was interpolated from observed gravity values.
 CZ1236.The observed gravity was obtained from relative gravimeter ties
 CZ1236.to the IGSN71 gravity network.
 CZ1236
 CZ1236;                    North         East    Units  Estimated Accuracy
 CZ1236;SPC AZ C     -   205,160.      228,260.      MT  (+/- 180 meters Scaled)
 CZ1236
 CZ1236                          SUPERSEDED SURVEY CONTROL
 CZ1236
 CZ1236  NAVD 88 (06/15/91)  430.353  (m)         1411.92   (f) UNKNOWN     1 2
 CZ1236  NGVD 29 (??/??/92)  429.735  (m)         1409.89   (f) ADJ UNCH    1 2
 CZ1236
 CZ1236.Superseded values are not recommended for survey control.
 CZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1236.See file dsdata.txt to determine how the superseded data were derived.
 CZ1236
 CZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291349(NAD 83)
 CZ1236_MARKER: DB = BENCH MARK DISK
 CZ1236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1236_SP_SET: BRIDGE
 CZ1236_STAMPING: C 84 1935
 CZ1236_MARK LOGO: CGS   
 CZ1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1236+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ1236
 CZ1236  HISTORY     - Date     Condition        Report By
 CZ1236  HISTORY     - 1935     MONUMENTED       CGS
 CZ1236  HISTORY     - 1948     GOOD             NGS
 CZ1236  HISTORY     - 1966     GOOD             NGS
 CZ1236  HISTORY     - 1980     GOOD             NGS
 CZ1236  HISTORY     - 1980     GOOD             NGS
 CZ1236  HISTORY     - 1984     GOOD             NGS
 CZ1236  HISTORY     - 20070407 GOOD             GEOCAC
 CZ1236
 CZ1236                          STATION DESCRIPTION
 CZ1236
 CZ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1236'1.8 MI S FROM CASA GRANDE.
 CZ1236'IN THE SOUTH END OF THE CONCRETE HEADWALL OF A CONCRETE BRIDGE, AND 38
 CZ1236'FEET W OF THE CENTERLINE OF THE INTERSECTION OF A CROSS ROAD, 12 FEET
 CZ1236'S OF THE CENTERLINE OF THE ROAD TO THE WEST.
 CZ1236
 CZ1236                          STATION RECOVERY (1966)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1236'RECOVERED IN GOOD CONDITION.
 CZ1236
 CZ1236                          STATION RECOVERY (1980)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1236'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1236'RAILROAD STATION IN CASA GRANDE, AT THE INTERSECTION OF A DIRT ROAD
 CZ1236'LEADING EAST-WEST, AT A POWER LINE CROSSING, SET IN TOP OF THE EAST
 CZ1236'END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE PIPE CONCRETE CULVERT
 CZ1236'UNDER THE DIRT ROAD, 12.5 METERS (41 FEET) WEST OF THE CENTERLINE
 CZ1236'OF COVERED WELLS ROAD, 5.2 METERS (17 FEET) SOUTH OF THE CENTERLINE
 CZ1236'OF THE DIRT ROAD AND 0.4 METER (1.3 FEET) WEST OF THE EAST END OF THE
 CZ1236'HEADWALL.
 CZ1236'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CZ1236'THE MARK IS 0.3 M ABOVE CENTERLINE OF DIRT ROAD.
 CZ1236
 CZ1236                          STATION RECOVERY (1980)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1236'2.9 KILOMETERS (1.8 MILES) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1236'RAILROAD STATION IN CASA GRANDE, AT THE INTERSECTION OF A DIRT ROAD
 CZ1236'LEADING EAST-WEST, AT A POWER LINE CROSSING, SET IN TOP OF THE EAST
 CZ1236'END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE PIPE CONCRETE CULVERT
 CZ1236'UNDER THE DIRT ROAD, 12.5 METERS (41 FEET) WEST OF THE CENTERLINE
 CZ1236'OF COVERED WELLS ROAD, 5.2 METERS (17 FEET) SOUTH OF THE CENTERLINE
 CZ1236'OF THE DIRT ROAD AND 0.4 METER (1.3 FEET) WEST OF THE EAST END OF THE
 CZ1236'HEADWALL.
 CZ1236'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CZ1236'THE MARK IS 0.3 M ABOVE CENTERLINE OF DIRT ROAD.
 CZ1236
 CZ1236                          STATION RECOVERY (1984)
 CZ1236
 CZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1236'RECOVERED IN GOOD CONDITION.
 CZ1236
 CZ1236                          STATION RECOVERY (2007)
 CZ1236
 CZ1236'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0250 ***********************************************************************
 DA0250  DESIGNATION -  C 85
 DA0250  PID         -  DA0250
 DA0250  STATE/COUNTY-  AZ/PIMA
 DA0250  USGS QUAD   -  SANTA ROSA (1990)
 DA0250
 DA0250                         *CURRENT SURVEY CONTROL
 DA0250  ___________________________________________________________________
 DA0250* NAD 83(1986)-  32 17 56.     (N)    112 03 03.     (W)     SCALED    
 DA0250* NAVD 88     -       570.65   (+/-2cm)    1872.2    (feet)  VERTCON   
 DA0250  ___________________________________________________________________
 DA0250  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0250
 DA0250.The horizontal coordinates were scaled from a topographic map and have
 DA0250.an estimated accuracy of +/- 6 seconds.
 DA0250
 DA0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0250.The vertical order pertains to the NGVD 29 superseded value.
 DA0250
 DA0250.The geoid height was determined by GEOID03.
 DA0250
 DA0250;                    North         East    Units  Estimated Accuracy
 DA0250;SPC AZ C     -   144,020.      200,730.      MT  (+/- 180 meters Scaled)
 DA0250
 DA0250                          SUPERSEDED SURVEY CONTROL
 DA0250
 DA0250  NGVD 29 (??/??/92)  570.012  (m)         1870.11   (f) ADJ UNCH    2 0
 DA0250
 DA0250.Superseded values are not recommended for survey control.
 DA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0250.See file dsdata.txt to determine how the superseded data were derived.
 DA0250
 DA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA010740(NAD 83)
 DA0250_MARKER: DB = BENCH MARK DISK
 DA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0250_STAMPING: C 85 1935
 DA0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0250+STABILITY: SURFACE MOTION
 DA0250
 DA0250  HISTORY     - Date     Condition        Report By
 DA0250  HISTORY     - 1935     MONUMENTED       CGS
 DA0250  HISTORY     - 1952     GOOD             NGS
 DA0250
 DA0250                          STATION DESCRIPTION
 DA0250
 DA0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0250'2.0 MI S FROM SANTA ROSA.
 DA0250'2.0 MILES SOUTH ALONG THE COVERED WELLS ROAD FROM THE SCHOOL AT SANTA
 DA0250'ROSA, AT A POINT WHERE A DRIANAGE DITCH WHICH LEADS NORTHEAST JOINS
 DA0250'THE ROAD, BETWEEN THE OLD AND NEW ROADS, 0.7 MILE SOUTH OF THE STORE
 DA0250'AND SERVICE STATION AT SANTA ROSA, 195 FEET EAST OF THE CENTER LINE OF
 DA0250'AND ABOUT 2 FEET LOWER THAN THE NEW ROAD, 139.0 FEET WEST OF A
 DA0250'TELEPHONE POLE, 115.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 25
 DA0250'FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE OLD ROAD, AND
 DA0250'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 DA0250'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0026 ***********************************************************************
 DA0026  DESIGNATION -  C 86
 DA0026  PID         -  DA0026
 DA0026  STATE/COUNTY-  AZ/PINAL
 DA0026  USGS QUAD   -  KOHATK (1981)
 DA0026
 DA0026                         *CURRENT SURVEY CONTROL
 DA0026  ___________________________________________________________________
 DA0026* NAD 83(1986)-  32 36 21.     (N)    112 03 17.     (W)     SCALED    
 DA0026* NAVD 88     -       548.63   (+/-2cm)    1800.0    (feet)  VERTCON   
 DA0026  ___________________________________________________________________
 DA0026  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0026
 DA0026.The horizontal coordinates were scaled from a topographic map and have
 DA0026.an estimated accuracy of +/- 6 seconds.
 DA0026
 DA0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0026.The vertical order pertains to the NGVD 29 superseded value.
 DA0026
 DA0026.The geoid height was determined by GEOID03.
 DA0026
 DA0026;                    North         East    Units  Estimated Accuracy
 DA0026;SPC AZ C     -   178,050.      200,400.      MT  (+/- 180 meters Scaled)
 DA0026
 DA0026                          SUPERSEDED SURVEY CONTROL
 DA0026
 DA0026  NGVD 29 (??/??/92)  547.989  (m)         1797.86   (f) ADJ UNCH    2 0
 DA0026
 DA0026.Superseded values are not recommended for survey control.
 DA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0026.See file dsdata.txt to determine how the superseded data were derived.
 DA0026
 DA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB010080(NAD 83)
 DA0026_MARKER: DB = BENCH MARK DISK
 DA0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0026_STAMPING: C 86 1935
 DA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0026+STABILITY: SURFACE MOTION
 DA0026
 DA0026  HISTORY     - Date     Condition        Report By
 DA0026  HISTORY     - 1935     MONUMENTED       CGS
 DA0026  HISTORY     - 1951     GOOD             NGS
 DA0026
 DA0026                          STATION DESCRIPTION
 DA0026
 DA0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0026'4.1 MI NW FROM QUAJOTE.
 DA0026'4.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE WINDMILL AT THE INDIAN
 DA0026'VILLAGE OF QUAJOTE, 4.3 MILES EAST OF BITTER WELL, 0.7 MILE WEST OF
 DA0026'THE JUNCTION OF A GRADED ROAD LEADING SOUTH, ABOUT 200 FEET SOUTH OF
 DA0026'THE REMAINS OF AN OLD CABIN, ABOUT 100 FEET NORTH OF AND ACROSS THE
 DA0026'ROAD FROM A WIDE-SHALLOW WASH, AT THE SOUTHEAST BASE OF A SMALL ROUND
 DA0026'HILL, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH
 DA0026'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0026'0.3 FOOT ABOVE THE GROUND, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0636 ***********************************************************************
 DA0636  DESIGNATION -  C 87
 DA0636  PID         -  DA0636
 DA0636  STATE/COUNTY-  AZ/MARICOPA
 DA0636  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA0636
 DA0636                         *CURRENT SURVEY CONTROL
 DA0636  ___________________________________________________________________
 DA0636* NAD 83(1986)-  32 50 25.     (N)    112 38 30.     (W)     SCALED    
 DA0636* NAVD 88     -       315.65   (+/-2cm)    1035.6    (feet)  VERTCON   
 DA0636  ___________________________________________________________________
 DA0636  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DA0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0636
 DA0636.The horizontal coordinates were scaled from a topographic map and have
 DA0636.an estimated accuracy of +/- 6 seconds.
 DA0636
 DA0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0636.The vertical order pertains to the NGVD 29 superseded value.
 DA0636
 DA0636.The geoid height was determined by GEOID03.
 DA0636
 DA0636;                    North         East    Units  Estimated Accuracy
 DA0636;SPC AZ C     -   204,270.      145,490.      MT  (+/- 180 meters Scaled)
 DA0636
 DA0636                          SUPERSEDED SURVEY CONTROL
 DA0636
 DA0636  NGVD 29 (??/??/92)  315.026  (m)         1033.55   (f) ADJ UNCH    2 0
 DA0636
 DA0636.Superseded values are not recommended for survey control.
 DA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0636.See file dsdata.txt to determine how the superseded data were derived.
 DA0636
 DA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB463347(NAD 83)
 DA0636_MARKER: DB = BENCH MARK DISK
 DA0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0636_STAMPING: C 87 1935
 DA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0636+STABILITY: SURFACE MOTION
 DA0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0636+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0636
 DA0636  HISTORY     - Date     Condition        Report By
 DA0636  HISTORY     - 1935     MONUMENTED       CGS
 DA0636  HISTORY     - 1951     GOOD             NGS
 DA0636  HISTORY     - 1980     GOOD             USGS
 DA0636  HISTORY     - 20090206 GOOD             GEOCAC
 DA0636
 DA0636                          STATION DESCRIPTION
 DA0636
 DA0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0636'9.6 MI SE FROM GILA BEND.
 DA0636'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0636'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0636'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0636'SOUTH ALONG A TRACK ROAD, THENCE 5.6 MILES SOUTHEAST ALONG A TRACK
 DA0636'ROAD, 1.3 MILES SOUTHEAST OF THE Y JUNCTION OF AN ACCESS ROAD LEADING
 DA0636'SOUTH TO A RANCH HOUSE, ON A SMALL ROCKY RIDGE, AT A BARREN PATCH OF
 DA0636'GROUND, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 DA0636'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0636'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0636
 DA0636                          STATION RECOVERY (1980)
 DA0636
 DA0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0636'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AND I-8 ABOUT 2.5 MILES SE
 DA0636'OF GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0636'NINEMILE WELL, HENCE PROCEED EAST AND SE FOR 1.35 MILES ON TRACK ROAD
 DA0636'TO BM ON SW, SE OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DA0636'PROJECTING 0.3 FT AND ABOUT LEVEL WITH THE ROAD.
 DA0636
 DA0636                          STATION RECOVERY (2009)
 DA0636
 DA0636'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0636'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0636'32 50 25.2 (N)   112 38 29.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1131 ***********************************************************************
 CZ1131  DESIGNATION -  C 88
 CZ1131  PID         -  CZ1131
 CZ1131  STATE/COUNTY-  AZ/PINAL
 CZ1131  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1131
 CZ1131                         *CURRENT SURVEY CONTROL
 CZ1131  ___________________________________________________________________
 CZ1131* NAD 83(1986)-  32 48 41.     (N)    111 58 50.     (W)     SCALED    
 CZ1131* NAVD 88     -       434.80   (+/-2cm)    1426.5    (feet)  VERTCON   
 CZ1131  ___________________________________________________________________
 CZ1131  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1131
 CZ1131.The horizontal coordinates were scaled from a topographic map and have
 CZ1131.an estimated accuracy of +/- 6 seconds.
 CZ1131
 CZ1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1131.The vertical order pertains to the NGVD 29 superseded value.
 CZ1131
 CZ1131.The geoid height was determined by GEOID03.
 CZ1131
 CZ1131;                    North         East    Units  Estimated Accuracy
 CZ1131;SPC AZ C     -   200,840.      207,380.      MT  (+/- 180 meters Scaled)
 CZ1131
 CZ1131                          SUPERSEDED SURVEY CONTROL
 CZ1131
 CZ1131  NGVD 29 (??/??/92)  434.194  (m)         1424.52   (f) ADJ UNCH    2 0
 CZ1131
 CZ1131.Superseded values are not recommended for survey control.
 CZ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1131.See file dsdata.txt to determine how the superseded data were derived.
 CZ1131
 CZ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB082308(NAD 83)
 CZ1131_MARKER: DB = BENCH MARK DISK
 CZ1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1131_STAMPING: C 88 1935
 CZ1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1131+STABILITY: SURFACE MOTION
 CZ1131
 CZ1131  HISTORY     - Date     Condition        Report By
 CZ1131  HISTORY     - 1935     MONUMENTED       CGS
 CZ1131  HISTORY     - 1951     GOOD             NGS
 CZ1131
 CZ1131                          STATION DESCRIPTION
 CZ1131
 CZ1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1131'7.2 MI S FROM STANFIELD.
 CZ1131'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1131'STANFIELD, THENCE 2.8 MILES SOUTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1131'1.0 MILE EAST ALONG A TRACK ROAD, THENCE 2.0 MILES SOUTH ALONG A TRACK
 CZ1131'ROAD, AT SECTION CORNER S18, S 17, S19, S20, AT A WIRE GATE, 15 1/2
 CZ1131'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND GATE, 6.5 FEET SOUTH
 CZ1131'OF AN EAST-WEST FENCE LINE, 5.5 FEET SOUTHWEST OF THE SECTION CORNER
 CZ1131'POST, 1.1 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CZ1131'POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0001 ***********************************************************************
 DA0001  DESIGNATION -  C 89
 DA0001  PID         -  DA0001
 DA0001  STATE/COUNTY-  AZ/MARICOPA
 DA0001  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0001
 DA0001                         *CURRENT SURVEY CONTROL
 DA0001  ___________________________________________________________________
 DA0001* NAD 83(1986)-  32 51 31.     (N)    112 17 24.     (W)     SCALED    
 DA0001* NAVD 88     -       528.99   (+/-2cm)    1735.5    (feet)  VERTCON   
 DA0001  ___________________________________________________________________
 DA0001  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0001
 DA0001.The horizontal coordinates were scaled from a topographic map and have
 DA0001.an estimated accuracy of +/- 6 seconds.
 DA0001
 DA0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0001.The vertical order pertains to the NGVD 29 superseded value.
 DA0001
 DA0001.The geoid height was determined by GEOID03.
 DA0001
 DA0001;                    North         East    Units  Estimated Accuracy
 DA0001;SPC AZ C     -   206,130.      178,420.      MT  (+/- 180 meters Scaled)
 DA0001
 DA0001                          SUPERSEDED SURVEY CONTROL
 DA0001
 DA0001  NGVD 29 (??/??/92)  528.338  (m)         1733.39   (f) ADJ UNCH    2 0
 DA0001
 DA0001.Superseded values are not recommended for survey control.
 DA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0001.See file dsdata.txt to determine how the superseded data were derived.
 DA0001
 DA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB792363(NAD 83)
 DA0001_MARKER: DB = BENCH MARK DISK
 DA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0001_STAMPING: C 89 1935
 DA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0001+STABILITY: SURFACE MOTION
 DA0001
 DA0001  HISTORY     - Date     Condition        Report By
 DA0001  HISTORY     - 1935     MONUMENTED       CGS
 DA0001  HISTORY     - 1977     GOOD             USGS
 DA0001
 DA0001                          STATION DESCRIPTION
 DA0001
 DA0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0001'26.4 MI NE FROM GILA.
 DA0001'26.4 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0001'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0001'MILES EAST ALONG STATE HIGHWAY 84, THENCE 1.1 MILES NORTH ALONG A DIRT
 DA0001'ROAD LEADING TO MOBILE.  IT IS AT THE JUNCTION OF TWO DIM ROADS, AND
 DA0001'15 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 DA0001'STAMPED C 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0001
 DA0001                          STATION RECOVERY (1977)
 DA0001
 DA0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0001'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0001'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0001'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0001'LINE RD. FOR 0.25 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0001'THENCE S. ALONG A SECTION LINE RD. FOR 1.3 MI TO THE END OF THE RD.,
 DA0001'CONTINUE S. CROSS COUNTRY FOR 0.7 TO THE MARK. 0.25 MI N. AND 160 FT
 DA0001'W. OF SEC. COR. 31/T6S/RIE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1032 ***********************************************************************
 DA1032  DESIGNATION -  C 9
 DA1032  PID         -  DA1032
 DA1032  STATE/COUNTY-  AZ/YUMA
 DA1032  USGS QUAD   -  GROWLER (1982)
 DA1032
 DA1032                         *CURRENT SURVEY CONTROL
 DA1032  ___________________________________________________________________
 DA1032* NAD 83(1986)-  32 49 31.     (N)    113 46 22.     (W)     SCALED    
 DA1032* NAVD 88     -       101.08   (+/-2cm)     331.6    (feet)  VERTCON   
 DA1032  ___________________________________________________________________
 DA1032  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DA1032  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1032
 DA1032.The horizontal coordinates were scaled from a topographic map and have
 DA1032.an estimated accuracy of +/- 6 seconds.
 DA1032
 DA1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1032.The vertical order pertains to the NGVD 29 superseded value.
 DA1032
 DA1032.The geoid height was determined by GEOID03.
 DA1032
 DA1032;                    North         East    Units  Estimated Accuracy
 DA1032;SPC AZ W     -   202,380.      211,230.      MT  (+/- 180 meters Scaled)
 DA1032
 DA1032                          SUPERSEDED SURVEY CONTROL
 DA1032
 DA1032  NGVD 29 (??/??/92)  100.451  (m)          329.56   (f) ADJ UNCH    1 2
 DA1032
 DA1032.Superseded values are not recommended for survey control.
 DA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1032.See file dsdata.txt to determine how the superseded data were derived.
 DA1032
 DA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB404353(NAD 83)
 DA1032_MARKER: DB = BENCH MARK DISK
 DA1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1032_STAMPING: 329.563 C 9 1927
 DA1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1032+STABILITY: SURFACE MOTION
 DA1032
 DA1032  HISTORY     - Date     Condition        Report By
 DA1032  HISTORY     - 1927     MONUMENTED       CGS
 DA1032  HISTORY     - 1935     GOOD             NGS
 DA1032
 DA1032                          STATION DESCRIPTION
 DA1032
 DA1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1032'24.7 MI NE FROM WELLTON.
 DA1032'24.7 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1032'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1032'COUNTY, 1.6 MILES NORTHEAST OF THE STATION AT GROWLER, 9-3/4 POLE
 DA1032'SOUTHWEST OF MILEPOST 795, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DA1032'TRACK, 37 FEET EAST OF A POLE, JUST INSIDE THE RIGHT OF WAY FENCE, AND
 DA1032'4 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 329.563 C 9
 DA1032'1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA1032'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0280 ***********************************************************************
 DA0280  DESIGNATION -  C 90
 DA0280  PID         -  DA0280
 DA0280  STATE/COUNTY-  AZ/PIMA
 DA0280  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0280
 DA0280                         *CURRENT SURVEY CONTROL
 DA0280  ___________________________________________________________________
 DA0280* NAD 83(1986)-  32 21 38.     (N)    112 09 24.     (W)     SCALED    
 DA0280* NAVD 88     -       620.37   (+/-2cm)    2035.3    (feet)  VERTCON   
 DA0280  ___________________________________________________________________
 DA0280  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DA0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0280
 DA0280.The horizontal coordinates were scaled from a topographic map and have
 DA0280.an estimated accuracy of +/- 6 seconds.
 DA0280
 DA0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0280.The vertical order pertains to the NGVD 29 superseded value.
 DA0280
 DA0280.The geoid height was determined by GEOID03.
 DA0280
 DA0280;                    North         East    Units  Estimated Accuracy
 DA0280;SPC AZ C     -   150,870.      190,770.      MT  (+/- 180 meters Scaled)
 DA0280
 DA0280                          SUPERSEDED SURVEY CONTROL
 DA0280
 DA0280  NGVD 29 (??/??/92)  619.714  (m)         2033.18   (f) ADJ UNCH    2 0
 DA0280
 DA0280.Superseded values are not recommended for survey control.
 DA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0280.See file dsdata.txt to determine how the superseded data were derived.
 DA0280
 DA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA911809(NAD 83)
 DA0280_MARKER: DB = BENCH MARK DISK
 DA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0280_STAMPING: C 90 1935
 DA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0280+STABILITY: SURFACE MOTION
 DA0280
 DA0280  HISTORY     - Date     Condition        Report By
 DA0280  HISTORY     - 1935     MONUMENTED       CGS
 DA0280  HISTORY     - 1952     GOOD             NGS
 DA0280  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0280
 DA0280                          STATION DESCRIPTION
 DA0280
 DA0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0280'7.45 MI NW FROM SANTA ROSA.
 DA0280'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0280'SANTA ROSA, THENCE 5.85 MILES WEST ALONG A GRADED ROAD, 0.5 MILE WEST
 DA0280'OF A WIDE CURVE IN THE ROAD, 0.1 MILE WEST OF A POINT WHERE A DRAINAGE
 DA0280'DITCH CROSSES UNDER A TELEPHONE LINE, 40 FEET SOUTH OF THE CENTER LINE
 DA0280'OF A SMALL DRAINAGE DITCH, 33 FEET NORTHEAST OF THE CENTER LINE OF AND
 DA0280'ABOUT LEVEL WITH THE ROAD, 17 FEET SOUTH OF A POINT IN LINE WITH A
 DA0280'TELEPHONE LINE, 2.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 DA0280'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0280
 DA0280                          STATION RECOVERY (1988)
 DA0280
 DA0280'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 DA0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0928 ***********************************************************************
 CZ0928  DESIGNATION -  C 91
 CZ0928  PID         -  CZ0928
 CZ0928  STATE/COUNTY-  AZ/PIMA
 CZ0928  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0928
 CZ0928                         *CURRENT SURVEY CONTROL
 CZ0928  ___________________________________________________________________
 CZ0928* NAD 83(1986)-  32 18 22.     (N)    111 49 41.     (W)     SCALED    
 CZ0928* NAVD 88     -       585.24   (+/-2cm)    1920.1    (feet)  VERTCON   
 CZ0928  ___________________________________________________________________
 CZ0928  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CZ0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0928
 CZ0928.The horizontal coordinates were scaled from a topographic map and have
 CZ0928.an estimated accuracy of +/- 6 seconds.
 CZ0928
 CZ0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0928.The vertical order pertains to the NGVD 29 superseded value.
 CZ0928
 CZ0928.The geoid height was determined by GEOID03.
 CZ0928
 CZ0928;                    North         East    Units  Estimated Accuracy
 CZ0928;SPC AZ C     -   144,810.      221,700.      MT  (+/- 180 meters Scaled)
 CZ0928
 CZ0928                          SUPERSEDED SURVEY CONTROL
 CZ0928
 CZ0928  NGVD 29 (??/??/92)  584.632  (m)         1918.08   (f) ADJ UNCH    2 0
 CZ0928
 CZ0928.Superseded values are not recommended for survey control.
 CZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0928.See file dsdata.txt to determine how the superseded data were derived.
 CZ0928
 CZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA220746(NAD 83)
 CZ0928_MARKER: DB = BENCH MARK DISK
 CZ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0928_STAMPING: C 91 1935
 CZ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0928+STABILITY: SURFACE MOTION
 CZ0928
 CZ0928  HISTORY     - Date     Condition        Report By
 CZ0928  HISTORY     - 1935     MONUMENTED       CGS
 CZ0928  HISTORY     - 1952     GOOD             NGS
 CZ0928
 CZ0928                          STATION DESCRIPTION
 CZ0928
 CZ0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0928'12.70 MI E FROM SANTA ROSA.
 CZ0928'12.45 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0928'THENCE 0.25 MILES NORTHEAST ALONG A TRACK ROAD WHICH FORMS A LOOP WITH
 CZ0928'THE MAIN ROAD, WHERE THE ROADS REJOIN, ABOUT 100 YARDS NORTH OF AN
 CZ0928'EAST-WEST FENCE LINE, 14 FEET SOUTHWEST OF THE CENTER LINE OF AND
 CZ0928'ABOUT LEVEL WITH THE ROAD, 1.5 FEET NORTH OF A WITNESS POST, AND SET
 CZ0928'IN A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0158 ***********************************************************************
 DA0158  DESIGNATION -  C 93
 DA0158  PID         -  DA0158
 DA0158  STATE/COUNTY-  AZ/MARICOPA
 DA0158  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0158
 DA0158                         *CURRENT SURVEY CONTROL
 DA0158  ___________________________________________________________________
 DA0158* NAD 83(1986)-  32 47 46.     (N)    112 14 01.     (W)     SCALED    
 DA0158* NAVD 88     -       572.77   (+/-2cm)    1879.2    (feet)  VERTCON   
 DA0158  ___________________________________________________________________
 DA0158  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0158
 DA0158.The horizontal coordinates were scaled from a topographic map and have
 DA0158.an estimated accuracy of +/- 6 seconds.
 DA0158
 DA0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0158.The vertical order pertains to the NGVD 29 superseded value.
 DA0158
 DA0158.The geoid height was determined by GEOID03.
 DA0158
 DA0158;                    North         East    Units  Estimated Accuracy
 DA0158;SPC AZ C     -   199,190.      183,680.      MT  (+/- 180 meters Scaled)
 DA0158
 DA0158                          SUPERSEDED SURVEY CONTROL
 DA0158
 DA0158  NGVD 29 (??/??/92)  572.109  (m)         1876.99   (f) ADJ UNCH    2 0
 DA0158
 DA0158.Superseded values are not recommended for survey control.
 DA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0158.See file dsdata.txt to determine how the superseded data were derived.
 DA0158
 DA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB844293(NAD 83)
 DA0158_MARKER: DB = BENCH MARK DISK
 DA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0158_STAMPING: C 93 1935
 DA0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0158+STABILITY: SURFACE MOTION
 DA0158
 DA0158  HISTORY     - Date     Condition        Report By
 DA0158  HISTORY     - 1935     MONUMENTED       CGS
 DA0158
 DA0158                          STATION DESCRIPTION
 DA0158
 DA0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0158'28.2 MI E FROM GILA.
 DA0158'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0158'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 3.7 MILES SOUTH
 DA0158'ALONG A DIM TRACK ROAD.  1.1 MILES SOUTHEAST OF THE J.V. PACE RANCH
 DA0158'HOUSE, 0.6 MILE EAST OF A ROAD JUNCTION, 22 FEET NORTH OF THE
 DA0158'CENTERLINE OF THE ROAD, 21 FEET SOUTH OF THE SOUTH BANK OF A LARGE
 DA0158'WASH, 1.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER
 DA0158'THAN THE ROAD.  A STANDARD DISK, STAMPED C 93 1935 AND SET IN THE TOP
 DA0158'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0663 ***********************************************************************
 CZ0663  DESIGNATION -  C 94
 CZ0663  PID         -  CZ0663
 CZ0663  STATE/COUNTY-  AZ/PIMA
 CZ0663  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0663
 CZ0663                         *CURRENT SURVEY CONTROL
 CZ0663  ___________________________________________________________________
 CZ0663* NAD 83(1986)-  32 10 37.     (N)    111 14 34.     (W)     SCALED    
 CZ0663* NAVD 88     -       707.94   (+/-2cm)    2322.6    (feet)  VERTCON   
 CZ0663  ___________________________________________________________________
 CZ0663  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0663
 CZ0663.The horizontal coordinates were scaled from a topographic map and have
 CZ0663.an estimated accuracy of +/- 6 seconds.
 CZ0663
 CZ0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0663.The vertical order pertains to the NGVD 29 superseded value.
 CZ0663
 CZ0663.The geoid height was determined by GEOID03.
 CZ0663
 CZ0663;                    North         East    Units  Estimated Accuracy
 CZ0663;SPC AZ C     -   130,690.      276,910.      MT  (+/- 180 meters Scaled)
 CZ0663
 CZ0663                          SUPERSEDED SURVEY CONTROL
 CZ0663
 CZ0663  NGVD 29 (??/??/92)  707.290  (m)         2320.50   (f) ADJ UNCH    2 0
 CZ0663
 CZ0663.Superseded values are not recommended for survey control.
 CZ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0663.See file dsdata.txt to determine how the superseded data were derived.
 CZ0663
 CZ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA771600(NAD 83)
 CZ0663_MARKER: DB = BENCH MARK DISK
 CZ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0663_STAMPING: C 94 1935
 CZ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0663+STABILITY: SURFACE MOTION
 CZ0663
 CZ0663  HISTORY     - Date     Condition        Report By
 CZ0663  HISTORY     - 1935     MONUMENTED       CGS
 CZ0663  HISTORY     - 1951     GOOD             NGS
 CZ0663
 CZ0663                          STATION DESCRIPTION
 CZ0663
 CZ0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0663'19.4 MI SW FROM TUCSON.
 CZ0663'13.6 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0663'STATE HIGHWAY 86, THENCE 5.2 MILES NORTHWEST ALONG A SAND AND DIRT
 CZ0663'ROAD, THENCE 0.6 MILE WEST ALONG A VERY DIM TRACK ROAD, ABOUT 250
 CZ0663'YARDS EAST OF ROBLES WELL, AND ABOUT 105 YARDS NORTHWEST OF THE
 CZ0663'NORTHWEST BANK OF A DIRT WATER RESERVOIR, 33 FEET SOUTHWEST OF THE
 CZ0663'CENTER LINE OF THE VERY DIM TRACK ROAD, 1.7 FEET NORTHWEST OF A
 CZ0663'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN A
 CZ0663'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0600 ***********************************************************************
 FR0600  DESIGNATION -  C 95
 FR0600  PID         -  FR0600
 FR0600  STATE/COUNTY-  AZ/MOHAVE
 FR0600  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0600
 FR0600                         *CURRENT SURVEY CONTROL
 FR0600  ___________________________________________________________________
 FR0600* NAD 83(1986)-  35 54 39.     (N)    113 53 47.     (W)     SCALED    
 FR0600* NAVD 88     -      1768.041  (meters)    5800.65   (feet)  POSTED    
 FR0600  ___________________________________________________________________
 FR0600  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0600  DYNAMIC HT  -        1765.860 (meters)    5793.49  (feet)  COMP
 FR0600  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 FR0600
 FR0600  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0600
 FR0600.The horizontal coordinates were scaled from a topographic map and have
 FR0600.an estimated accuracy of +/- 6 seconds.
 FR0600
 FR0600.The orthometric height was determined by differential leveling
 FR0600.and adjusted by the  in 1992.
 FR0600.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0600.was located on a no-check spur therefore a value was not computed.
 FR0600.No vertical observational check was made to the station.
 FR0600
 FR0600.The geoid height was determined by GEOID03.
 FR0600
 FR0600.The dynamic height is computed by dividing the NAVD 88
 FR0600.geopotential number by the normal gravity value computed on the
 FR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0600.degrees latitude (g = 980.6199 gals.).
 FR0600
 FR0600.The modeled gravity was interpolated from observed gravity values.
 FR0600
 FR0600;                    North         East    Units  Estimated Accuracy
 FR0600;SPC AZ W     -   544,650.      200,150.      MT  (+/- 180 meters Scaled)
 FR0600
 FR0600                          SUPERSEDED SURVEY CONTROL
 FR0600
 FR0600  NGVD 29 (??/??/92) 1767.175  (m)         5797.81   (f) ADJ UNCH    2 0
 FR0600
 FR0600.Superseded values are not recommended for survey control.
 FR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0600.See file dsdata.txt to determine how the superseded data were derived.
 FR0600
 FR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE386779(NAD 83)
 FR0600_MARKER: DB = BENCH MARK DISK
 FR0600_SETTING: 80 = SET IN A BOULDER
 FR0600_SP_SET: BOULDER
 FR0600_STAMPING: C 95 1935
 FR0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0600+STABILITY: SURFACE MOTION
 FR0600
 FR0600  HISTORY     - Date     Condition        Report By
 FR0600  HISTORY     - 1935     MONUMENTED       CGS
 FR0600
 FR0600                          STATION DESCRIPTION
 FR0600
 FR0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0600'59.2 MI NW FROM PEACH SPRINGS.
 FR0600'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0600'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0600'MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0600'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0600'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, AT THE HIGHEST POINT OF A
 FR0600'ROUNDED KNOLL, IN THE TOP OF A BLACK BOULDER, AND ABOUT 8 INCHES ABOVE
 FR0600'THE GROUND.  A STANDARD DISK, STAMPED C 95 19635.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0649 ***********************************************************************
 FR0649  DESIGNATION -  C 96
 FR0649  PID         -  FR0649
 FR0649  STATE/COUNTY-  AZ/MOHAVE
 FR0649  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0649
 FR0649                         *CURRENT SURVEY CONTROL
 FR0649  ___________________________________________________________________
 FR0649* NAD 83(1986)-  35 36 23.     (N)    113 36 09.     (W)     SCALED    
 FR0649* NAVD 88     -      1496.063  (meters)    4908.33   (feet)  POSTED    
 FR0649  ___________________________________________________________________
 FR0649  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0649  DYNAMIC HT  -        1494.210 (meters)    4902.25  (feet)  COMP
 FR0649  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 FR0649
 FR0649  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0649
 FR0649.The horizontal coordinates were scaled from a topographic map and have
 FR0649.an estimated accuracy of +/- 6 seconds.
 FR0649
 FR0649.The orthometric height was determined by differential leveling
 FR0649.and adjusted by the  in 1992.
 FR0649.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0649.rate of 0.0 thru 1.0 mm/km.
 FR0649
 FR0649.The geoid height was determined by GEOID03.
 FR0649
 FR0649.The dynamic height is computed by dividing the NAVD 88
 FR0649.geopotential number by the normal gravity value computed on the
 FR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0649.degrees latitude (g = 980.6199 gals.).
 FR0649
 FR0649.The modeled gravity was interpolated from observed gravity values.
 FR0649
 FR0649;                    North         East    Units  Estimated Accuracy
 FR0649;SPC AZ W     -   510,870.      226,720.      MT  (+/- 180 meters Scaled)
 FR0649
 FR0649                          SUPERSEDED SURVEY CONTROL
 FR0649
 FR0649  NGVD 29 (??/??/92) 1495.161  (m)         4905.37   (f) ADJ UNCH    2 0
 FR0649
 FR0649.Superseded values are not recommended for survey control.
 FR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0649.See file dsdata.txt to determine how the superseded data were derived.
 FR0649
 FR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE642434(NAD 83)
 FR0649_MARKER: DB = BENCH MARK DISK
 FR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0649_STAMPING: C 96 1935
 FR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0649+STABILITY: SURFACE MOTION
 FR0649
 FR0649  HISTORY     - Date     Condition        Report By
 FR0649  HISTORY     - 1935     MONUMENTED       CGS
 FR0649
 FR0649                          STATION DESCRIPTION
 FR0649
 FR0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0649'12.6 MI NW FROM PEACH SPRINGS.
 FR0649'ABOUT 12.6 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0649'COUNTY, ABOUT 200 YARDS SOUTH OF A CORRUGATED-IRON PIPE CULVERT, AND
 FR0649'23 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FR0649'C 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0638 ***********************************************************************
 FR0638  DESIGNATION -  C 97
 FR0638  PID         -  FR0638
 FR0638  STATE/COUNTY-  AZ/MOHAVE
 FR0638  USGS QUAD   -  SPENCER CANYON (1967)
 FR0638
 FR0638                         *CURRENT SURVEY CONTROL
 FR0638  ___________________________________________________________________
 FR0638* NAD 83(1986)-  35 47 46.     (N)    113 39 27.     (W)     SCALED    
 FR0638* NAVD 88     -       527.051  (meters)    1729.17   (feet)  POSTED    
 FR0638  ___________________________________________________________________
 FR0638  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0638  DYNAMIC HT  -         526.390 (meters)    1727.00  (feet)  COMP
 FR0638  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 FR0638
 FR0638  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0638
 FR0638.The horizontal coordinates were scaled from a topographic map and have
 FR0638.an estimated accuracy of +/- 6 seconds.
 FR0638
 FR0638.The orthometric height was determined by differential leveling
 FR0638.and adjusted by the  in 1992.
 FR0638.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0638.was located on a no-check spur therefore a value was not computed.
 FR0638.No vertical observational check was made to the station.
 FR0638
 FR0638.The geoid height was determined by GEOID03.
 FR0638
 FR0638.The dynamic height is computed by dividing the NAVD 88
 FR0638.geopotential number by the normal gravity value computed on the
 FR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0638.degrees latitude (g = 980.6199 gals.).
 FR0638
 FR0638.The modeled gravity was interpolated from observed gravity values.
 FR0638
 FR0638;                    North         East    Units  Estimated Accuracy
 FR0638;SPC AZ W     -   531,910.      221,720.      MT  (+/- 180 meters Scaled)
 FR0638
 FR0638                          SUPERSEDED SURVEY CONTROL
 FR0638
 FR0638  NGVD 29 (??/??/92)  526.108  (m)         1726.07   (f) ADJ UNCH    2 0
 FR0638
 FR0638.Superseded values are not recommended for survey control.
 FR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0638.See file dsdata.txt to determine how the superseded data were derived.
 FR0638
 FR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE598645(NAD 83)
 FR0638_MARKER: DB = BENCH MARK DISK
 FR0638_SETTING: 66 = SET IN ROCK OUTCROP
 FR0638_SP_SET: ROCK LEDGE
 FR0638_STAMPING: C 97 1935
 FR0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0638+STABILITY: POSITION/ELEVATION WELL
 FR0638
 FR0638  HISTORY     - Date     Condition        Report By
 FR0638  HISTORY     - 1935     MONUMENTED       CGS
 FR0638  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0638
 FR0638                          STATION DESCRIPTION
 FR0638
 FR0638'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0638'26.9 MI NW FROM PEACH SPRINGS.
 FR0638'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0638'THENCE ABOUT 12.8 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0638'RIVER ROAD AND TRAIL, ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF
 FR0638'SPENCER CANYON, AT THE NORTH SIDE OF MUTTIWITTI CANYON, IN THE TOP OF
 FR0638'A ROCK LEDGE AT THE NORTH WALL, AND ABOUT 5 FEET HIGHER THAN THE BED
 FR0638'OF A WASH.  A STANDARD DISK, STAMPED C 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0104 ***********************************************************************
 ET0104  DESIGNATION -  C 98
 ET0104  PID         -  ET0104
 ET0104  STATE/COUNTY-  AZ/YAVAPAI
 ET0104  USGS QUAD   -  PERKINSVILLE (1973)
 ET0104
 ET0104                         *CURRENT SURVEY CONTROL
 ET0104  ___________________________________________________________________
 ET0104* NAD 83(1986)-  34 56 22.     (N)    112 14 44.     (W)     SCALED    
 ET0104* NAVD 88     -      1314.71   (+/-2cm)    4313.3    (feet)  VERTCON   
 ET0104  ___________________________________________________________________
 ET0104  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ET0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0104
 ET0104.The horizontal coordinates were scaled from a topographic map and have
 ET0104.an estimated accuracy of +/- 6 seconds.
 ET0104
 ET0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0104.The vertical order pertains to the NGVD 29 superseded value.
 ET0104
 ET0104.The geoid height was determined by GEOID03.
 ET0104
 ET0104;                    North         East    Units  Estimated Accuracy
 ET0104;SPC AZ C     -   436,910.      183,320.      MT  (+/- 180 meters Scaled)
 ET0104
 ET0104                          SUPERSEDED SURVEY CONTROL
 ET0104
 ET0104  NGVD 29 (??/??/92) 1313.936  (m)         4310.81   (f) ADJ UNCH    2 0
 ET0104
 ET0104.Superseded values are not recommended for survey control.
 ET0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0104.See file dsdata.txt to determine how the superseded data were derived.
 ET0104
 ET0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD862670(NAD 83)
 ET0104_MARKER: DB = BENCH MARK DISK
 ET0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0104_STAMPING: C 98 1935
 ET0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0104+STABILITY: SURFACE MOTION
 ET0104
 ET0104  HISTORY     - Date     Condition        Report By
 ET0104  HISTORY     - 1935     MONUMENTED       CGS
 ET0104
 ET0104                          STATION DESCRIPTION
 ET0104
 ET0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0104'6.0 MI NW FROM PERKINSVILLE.
 ET0104'6.0 MI. N.W. ALONG AT AND SF R.R. 110 FT. E. OF A GALVANIZED IRON
 ET0104'CULVERT NO.12-B, 75 FT. N.W. OF A MOTOR CAR SET OFF, AND 50 FT. N. OF
 ET0104'THE CENTER LINE OF TRACK, AND ABOUT 0.2 MI. S.E. OF BEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0166 ***********************************************************************
 EU0166  DESIGNATION -  C 99
 EU0166  PID         -  EU0166
 EU0166  STATE/COUNTY-  AZ/LA PAZ
 EU0166  USGS QUAD   -  PARKER SE (1970)
 EU0166
 EU0166                         *CURRENT SURVEY CONTROL
 EU0166  ___________________________________________________________________
 EU0166* NAD 83(1986)-  34 03 02.     (N)    114 15 23.     (W)     SCALED    
 EU0166* NAVD 88     -       170.06   (+/-2cm)     557.9    (feet)  VERTCON   
 EU0166  ___________________________________________________________________
 EU0166  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EU0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0166
 EU0166.The horizontal coordinates were scaled from a topographic map and have
 EU0166.an estimated accuracy of +/- 6 seconds.
 EU0166
 EU0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0166.The vertical order pertains to the NGVD 29 superseded value.
 EU0166
 EU0166.The geoid height was determined by GEOID03.
 EU0166
 EU0166;                    North         East    Units  Estimated Accuracy
 EU0166;SPC AZ W     -   338,390.      166,610.      MT  (+/- 180 meters Scaled)
 EU0166
 EU0166                          SUPERSEDED SURVEY CONTROL
 EU0166
 EU0166  NGVD 29 (??/??/??)  169.457  (m)          555.96   (f) ADJUSTED    2 0
 EU0166
 EU0166.Superseded values are not recommended for survey control.
 EU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0166.See file dsdata.txt to determine how the superseded data were derived.
 EU0166
 EU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT532711(NAD 83)
 EU0166_MARKER: DB = BENCH MARK DISK
 EU0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0166_STAMPING: C 99 1935
 EU0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0166+STABILITY: SURFACE MOTION
 EU0166
 EU0166  HISTORY     - Date     Condition        Report By
 EU0166  HISTORY     - 1935     MONUMENTED       CGS
 EU0166
 EU0166                          STATION DESCRIPTION
 EU0166
 EU0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0166'1 MI S FROM DENNY.
 EU0166'ABOUT 1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0166'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 0.5 MILE
 EU0166'EAST OF MILEPOST 99, ABOUT 50 YARDS (4 1/2 RAILS) SOUTH OF
 EU0166'MILEAGE 98.5, 37 FEET WEST OF THE CENTER LINE OF THE TRACK, 28
 EU0166'FEET NORTH OF A POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 EU0166'DISK, STAMPED C 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0713 ***********************************************************************
 FR0713  DESIGNATION -  C RM 1
 FR0713  PID         -  FR0713
 FR0713  STATE/COUNTY-  AZ/MOHAVE
 FR0713  USGS QUAD   -  TRUXTON (1980)
 FR0713
 FR0713                         *CURRENT SURVEY CONTROL
 FR0713  ___________________________________________________________________
 FR0713* NAD 83(1986)-  35 29 40.     (N)    113 32 30.     (W)     SCALED    
 FR0713* NAVD 88     -      1346.042  (meters)    4416.14   (feet)  ADJUSTED  
 FR0713  ___________________________________________________________________
 FR0713  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0713  DYNAMIC HT  -        1344.381 (meters)    4410.69  (feet)  COMP
 FR0713  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 FR0713
 FR0713  VERT ORDER  -  FIRST     CLASS II
 FR0713
 FR0713.The horizontal coordinates were scaled from a topographic map and have
 FR0713.an estimated accuracy of +/- 6 seconds.
 FR0713
 FR0713.The orthometric height was determined by differential leveling
 FR0713.and adjusted in June 1991.
 FR0713
 FR0713.The geoid height was determined by GEOID03.
 FR0713
 FR0713.The dynamic height is computed by dividing the NAVD 88
 FR0713.geopotential number by the normal gravity value computed on the
 FR0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0713.degrees latitude (g = 980.6199 gals.).
 FR0713
 FR0713.The modeled gravity was interpolated from observed gravity values.
 FR0713
 FR0713;                    North         East    Units  Estimated Accuracy
 FR0713;SPC AZ W     -   498,460.      232,260.      MT  (+/- 180 meters Scaled)
 FR0713
 FR0713                          SUPERSEDED SURVEY CONTROL
 FR0713
 FR0713.No superseded survey control is available for this station.
 FR0713
 FR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE694308(NAD 83)
 FR0713_MARKER: DR = REFERENCE MARK DISK
 FR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0713_SP_SET: CONCRETE POST
 FR0713_STAMPING: GLO C NO 1 1944
 FR0713_MARK LOGO: USGLO 
 FR0713_PROJECTION: PROJECTING 9 CENTIMETERS
 FR0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0713+STABILITY: SURFACE MOTION
 FR0713
 FR0713  HISTORY     - Date     Condition        Report By
 FR0713  HISTORY     - 1944     MONUMENTED       CGS
 FR0713  HISTORY     - 1982     GOOD             NGS
 FR0713
 FR0713                          STATION DESCRIPTION
 FR0713
 FR0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0713'12.0 KM (7.5 MI) SW FROM PEACH SPRINGS.
 FR0713'12.0 KM (7.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0713'AT PEACH SPRINGS, 15.6 METERS (51.3 FEET) EAST OF THE STATION. -SEE
 FR0713'DESCRIPTION FOR STATION USGLO C-.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0714 ***********************************************************************
 FR0714  DESIGNATION -  C RM 2
 FR0714  PID         -  FR0714
 FR0714  STATE/COUNTY-  AZ/MOHAVE
 FR0714  USGS QUAD   -  TRUXTON (1980)
 FR0714
 FR0714                         *CURRENT SURVEY CONTROL
 FR0714  ___________________________________________________________________
 FR0714* NAD 83(1986)-  35 29 40.     (N)    113 32 30.     (W)     SCALED    
 FR0714* NAVD 88     -      1345.525  (meters)    4414.44   (feet)  ADJUSTED  
 FR0714  ___________________________________________________________________
 FR0714  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0714  DYNAMIC HT  -        1343.865 (meters)    4409.00  (feet)  COMP
 FR0714  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 FR0714
 FR0714  VERT ORDER  -  FIRST     CLASS II
 FR0714
 FR0714.The horizontal coordinates were scaled from a topographic map and have
 FR0714.an estimated accuracy of +/- 6 seconds.
 FR0714
 FR0714.The orthometric height was determined by differential leveling
 FR0714.and adjusted in June 1991.
 FR0714
 FR0714.The geoid height was determined by GEOID03.
 FR0714
 FR0714.The dynamic height is computed by dividing the NAVD 88
 FR0714.geopotential number by the normal gravity value computed on the
 FR0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0714.degrees latitude (g = 980.6199 gals.).
 FR0714
 FR0714.The modeled gravity was interpolated from observed gravity values.
 FR0714
 FR0714;                    North         East    Units  Estimated Accuracy
 FR0714;SPC AZ W     -   498,460.      232,260.      MT  (+/- 180 meters Scaled)
 FR0714
 FR0714                          SUPERSEDED SURVEY CONTROL
 FR0714
 FR0714.No superseded survey control is available for this station.
 FR0714
 FR0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE694308(NAD 83)
 FR0714_MARKER: DR = REFERENCE MARK DISK
 FR0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0714_SP_SET: CONCRETE POST
 FR0714_STAMPING: GLO C NO 2 1944
 FR0714_MARK LOGO: USGLO 
 FR0714_PROJECTION: FLUSH
 FR0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0714+STABILITY: SURFACE MOTION
 FR0714
 FR0714  HISTORY     - Date     Condition        Report By
 FR0714  HISTORY     - 1944     MONUMENTED       CGS
 FR0714  HISTORY     - 1982     GOOD             NGS
 FR0714
 FR0714                          STATION DESCRIPTION
 FR0714
 FR0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0714'12.0 KM (7.5 MI) SW FROM PEACH SPRINGS.
 FR0714'12.0 KM (7.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0714'AT PEACH SPRINGS, 12.9 METERS (42.4 FEET) NORTHWEST OF THE STATION.
 FR0714'-SEE DESCRIPTION OF STATION USGLO C.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA5247 ***********************************************************************
 AA5247  DESIGNATION -  CABABI RESET
 AA5247  PID         -  AA5247
 AA5247  STATE/COUNTY-  AZ/PIMA
 AA5247  USGS QUAD   -  KO VAYA (1979)
 AA5247
 AA5247                         *CURRENT SURVEY CONTROL
 AA5247  ___________________________________________________________________
 AA5247* NAD 83(1992)-  32 03 57.88748(N)    111 59 45.46622(W)     ADJUSTED  
 AA5247* NAVD 88     -              **(meters)            **(feet)            
 AA5247  ___________________________________________________________________
 AA5247  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AA5247  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AA5247  HORZ ORDER  -  SECOND
 AA5247
 AA5247.The horizontal coordinates were established by classical geodetic methods
 AA5247.and adjusted by the National Geodetic Survey in August 1993.
 AA5247
 AA5247
 AA5247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5247
 AA5247.The geoid height was determined by GEOID03.
 AA5247
 AA5247;                    North         East     Units Scale Factor Converg.
 AA5247;SPC AZ C     -   118,196.463   205,873.182   MT  0.99990069   -0 02 31.6
 AA5247;SPC AZ C     -   387,783.67    675,436.95   iFT  0.99990069   -0 02 31.6
 AA5247;UTM  12      - 3,548,193.990   405,991.437   MT  0.99970899   -0 31 43.7
 AA5247
 AA5247:                Primary Azimuth Mark                     Grid Az
 AA5247:SPC AZ C     -  CABABI AZ MK 2                           201 42 09.4
 AA5247:UTM  12      -  CABABI AZ MK 2                           202 11 21.5
 AA5247
 AA5247|---------------------------------------------------------------------|
 AA5247| PID    Reference Object                     Distance      Geod. Az  |
 AA5247|                                                           dddmmss.s |
 AA5247| CH4910 CABABI AZ MK 2                                     2013937.8 |
 AA5247| CH4911 CABABI RM 1                           6.893 METERS 21111     |
 AA5247| CH4912 CABABI RM 2                           5.443 METERS 31409     |
 AA5247| CH4913 CABABI 2 RM 2                         5.442 METERS 31414     |
 AA5247| DA1474 BROWNELL                            APPROX.21.1 KM 3165028.1 |
 AA5247| CH4909 CABABI AZ MK                                       3211702.0 |
 AA5247|---------------------------------------------------------------------|
 AA5247
 AA5247                          SUPERSEDED SURVEY CONTROL
 AA5247
 AA5247  NAD 83(1986)-  32 03 57.88094(N)    111 59 45.46685(W) AD(       ) 2
 AA5247
 AA5247.Superseded values are not recommended for survey control.
 AA5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5247.See file dsdata.txt to determine how the superseded data were derived.
 AA5247
 AA5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0599148194(NAD 83)
 AA5247_MARKER: DS = TRIANGULATION STATION DISK
 AA5247_SETTING: 66 = SET IN ROCK OUTCROP
 AA5247_STAMPING: CABABI 1936 1971
 AA5247_PROJECTION: FLUSH
 AA5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5247
 AA5247  HISTORY     - Date     Condition        Report By
 AA5247  HISTORY     - 1971     MONUMENTED       NGS
 AA5247  HISTORY     - 1979     GOOD             AZDT
 AA5247
 AA5247                          STATION DESCRIPTION
 AA5247
 AA5247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AA5247'STATION DISK WAS FOUND SLIGHTLY MUTILATED AND THE CONCRETE
 AA5247'CRACKED.  THE DISK WAS REPLACED AT THIS TIME.  A NEW AZIMUTH
 AA5247'MARK WAS ESTABLISHED.
 AA5247'
 AA5247'THE STATION MARK IS A STANDARD DISK STAMPED, CABABI 1936
 AA5247'1971.  IT IS SET IN CONCRETE IN A DEPRESSION IN THE ROCK OUTCROP.
 AA5247'THE MARK IS ON THE HIGHEST PART OF THE HILL AND FLUSH WITH
 AA5247'THE SURROUNDING SURFACE.
 AA5247'
 AA5247'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CABABI NO 1 1936.
 AA5247'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BED ROCK WHICH
 AA5247'PROJECTS SEVERAL INCHES.  THE MARK IS ABOUT 1 FOOT LOWER
 AA5247'THAN THE STATION.
 AA5247'
 AA5247'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 AA5247'MARK DISK STAMPED, CABABI 2 NO 2 1962.  IT IS SET IN A DRILL
 AA5247'HOLE IN A ROCK OUTCROP WHICH PROJECTS SEVERAL INCHES.  THE
 AA5247'MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 AA5247'
 AA5247'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CABABI 1936
 AA5247'1971.  IT IS SET IN CONCRETE IN A CAVITY IN A LARGE BOULDER
 AA5247'AT THE NORTHWEST END OF THE RIDGE.  IT IS NEAR THE BASE OF
 AA5247'A 30 FOOT OUTCROP OF DARK RED BOULDERS.
 AA5247'
 AA5247'TO REACH THE STATION FROM THE HOSPITAL IN SELLS GO EAST FOR
 AA5247'0.1 MILE TO ARIZONA HIGHWAY 86.  TURN LEFT AND FOLLOW HIGHWAY
 AA5247'NORTHWEST FOR 11.5 MILES TO A REST AREA ON THE LEFT, CONTINUE
 AA5247'AHEAD FOR 1.0 MILE TO A TRACK ROAD ON THE RIGHT AT A WIRE
 AA5247'GATE.  TURN RIGHT AND FOLLOW THE MAIN TRACKS NORTH FOR ABOUT
 AA5247'2-1/4 MILES TO A DETACHED RIDGE WHICH IS ABOUT 1/2 MILE
 AA5247'LONG AND SEVERAL HUNDRED FEET HIGH.  THE STATION IS ON THE
 AA5247'HIGHEST POINT WHICH IS ABOUT A 10 MINUTE PACK.
 AA5247'
 AA5247'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AA5247'
 AA5247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 AA5247'NORTHWEST OF SELLS
 AA5247'FOR AT THIS TIME.
 AA5247
 AA5247                          STATION RECOVERY (1979)
 AA5247
 AA5247'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 AA5247'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AA5247'DESCRIBED IN 1971.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1055 ***********************************************************************
 ET1055  DESIGNATION -  CABAL
 ET1055  PID         -  ET1055
 ET1055  STATE/COUNTY-  AZ/LA PAZ
 ET1055  USGS QUAD   -  SMITH PEAK NW (1967)
 ET1055
 ET1055                         *CURRENT SURVEY CONTROL
 ET1055  ___________________________________________________________________
 ET1055* NAD 83(1992)-  34 14 25.23647(N)    113 28 21.27350(W)     ADJUSTED  
 ET1055* NAVD 88     -       452.58   (+/-2cm)    1484.8    (feet)  VERTCON   
 ET1055  ___________________________________________________________________
 ET1055  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 ET1055  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ET1055  HORZ ORDER  -  SECOND
 ET1055  VERT ORDER  -  THIRD ? (See Below)
 ET1055
 ET1055.The horizontal coordinates were established by classical geodetic methods
 ET1055.and adjusted by the National Geodetic Survey in August 1993.
 ET1055
 ET1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1055.The vertical order pertains to the NGVD 29 superseded value.
 ET1055
 ET1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1055
 ET1055.The geoid height was determined by GEOID03.
 ET1055
 ET1055;                    North         East     Units Scale Factor Converg.
 ET1055;SPC AZ W     -   359,357.967   238,915.684   MT  0.99994138   +0 09 22.0
 ET1055;SPC AZ W     - 1,178,995.95    783,844.11   iFT  0.99994138   +0 09 22.0
 ET1055;SPC AZ C     -   360,406.338    70,031.567   MT  1.00015315   -0 52 32.2
 ET1055;SPC AZ C     - 1,182,435.49    229,762.36   iFT  1.00015315   -0 52 32.2
 ET1055;UTM  12      - 3,791,571.012   272,281.925   MT  1.00023925   -1 23 30.6
 ET1055
 ET1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1055!SPC AZ W     -   0.99993367  x   0.99994138  =   0.99987505
 ET1055!SPC AZ C     -   0.99993367  x   1.00015315  =   1.00008681
 ET1055!UTM  12      -   0.99993367  x   1.00023925  =   1.00017290
 ET1055
 ET1055|---------------------------------------------------------------------|
 ET1055| PID    Reference Object                     Distance      Geod. Az  |
 ET1055|                                                           dddmmss.s |
 ET1055| CH2850 CABAL RM 1                           11.649 METERS 06032     |
 ET1055| CH2849 CABAL AZ MK                                        3141235.1 |
 ET1055| ET0651 A 12                                  6.073 METERS 32959     |
 ET1055|---------------------------------------------------------------------|
 ET1055
 ET1055                          SUPERSEDED SURVEY CONTROL
 ET1055
 ET1055  NAD 83(1986)-  34 14 25.23424(N)    113 28 21.28001(W) AD(       ) 2
 ET1055  NAD 27      -  34 14 25.15800(N)    113 28 18.54700(W) AD(       ) 2
 ET1055  NGVD 29 (07/19/86)  451.92   (m)         1482.7    (f) LEVELING    3  
 ET1055
 ET1055.Superseded values are not recommended for survey control.
 ET1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1055.See file dsdata.txt to determine how the superseded data were derived.
 ET1055
 ET1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7228291571(NAD 83)
 ET1055_MARKER: DS = TRIANGULATION STATION DISK
 ET1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1055
 ET1055  HISTORY     - Date     Condition        Report By
 ET1055  HISTORY     - 1948     MONUMENTED       CGS
 ET1055  HISTORY     - 20010730 GOOD             NGS
 ET1055
 ET1055                          STATION DESCRIPTION
 ET1055
 ET1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1055'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTHEAST OF ALAMO
 ET1055'CROSSING AT THE JUNCTION OF THE ROAD FROM ALAMO CROSSING TO
 ET1055'WENDEN AND THE ROAD FROM ALAMO CROSSING TO CONGRESS.  THE
 ET1055'STATION MARK PROJECTS 8 INCHES, IS SET BETWEEN THE TWO ROADS
 ET1055'100 FEET SOUTHEAST OF THEIR JUNCTION AND 8 FEET SOUTHWEST OF
 ET1055'A WHITE WITNESS POST.  IT IS STAMPED, CABAL 1948.
 ET1055'
 ET1055'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS THE SAME ELEVATION
 ET1055'AS THE STATION MARK AND IS SET 10 FEET NORTH OF THE CONGRESS
 ET1055'ROAD.  IT IS STAMPED, CABAL NO 1 1948.
 ET1055'
 ET1055'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. BENCH MARK THAT
 ET1055'PROJECTS 3 INCHES, IS THE SAME ELEVATION AS THE STATION MARK
 ET1055'AND IS SET 80 FEET SOUTHEAST OF THE JUNCTION OF THE TWO ROADS.
 ET1055'IT IS STAMPED, 1481.939 A 12 1927.
 ET1055'
 ET1055'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET 15 FEET SOUTHWEST
 ET1055'OF ROAD AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  IT IS
 ET1055'STAMPED, CABAL 1948.  TO REACH FROM THE STATION GO NORTHWEST
 ET1055'ON ROAD 0.35 MILE TO MARK ON LEFT.
 ET1055'
 ET1055'TO REACH THE STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET1055'ALAMO CROSSING 11.2 MILES TO A FORK.  TURN RIGHT, GO 6.8 MILES
 ET1055'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 14.2 MILES TO A
 ET1055'JUNCTION AND STATION.  A DRIVE STATION.
 ET1055'
 ET1055'A LEVEL CONNECTION WAS MADE TO BENCH MARK A 12 1927.
 ET1055
 ET1055                          STATION RECOVERY (2001)
 ET1055
 ET1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET1055'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1089 ***********************************************************************
 CY1089  DESIGNATION -  CABAR
 CY1089  PID         -  CY1089
 CY1089  STATE/COUNTY-  AZ/GREENLEE
 CY1089  USGS QUAD   -  YORK (1986)
 CY1089
 CY1089                         *CURRENT SURVEY CONTROL
 CY1089  ___________________________________________________________________
 CY1089* NAD 83(1992)-  32 55 58.78933(N)    109 12 02.86330(W)     ADJUSTED  
 CY1089* NAVD 88     -      1135.6    (meters)    3726.     (feet)  VERTCON   
 CY1089  ___________________________________________________________________
 CY1089  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CY1089  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CY1089  HORZ ORDER  -  SECOND
 CY1089
 CY1089.The horizontal coordinates were established by classical geodetic methods
 CY1089.and adjusted by the National Geodetic Survey in August 1993.
 CY1089
 CY1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1089
 CY1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1089
 CY1089.The geoid height was determined by GEOID03.
 CY1089
 CY1089;                    North         East     Units Scale Factor Converg.
 CY1089;SPC AZ E     -   214,735.325   303,684.673   MT  1.00000056   +0 31 30.5
 CY1089;SPC AZ E     -   704,512.22    996,340.79   iFT  1.00000056   +0 31 30.5
 CY1089;UTM  12      - 3,645,295.175   668,212.518   MT  0.99994889   +0 58 42.2
 CY1089
 CY1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1089!SPC AZ E     -   0.99982578  x   1.00000056  =   0.99982634
 CY1089!UTM  12      -   0.99982578  x   0.99994889  =   0.99977468
 CY1089
 CY1089|---------------------------------------------------------------------|
 CY1089| PID    Reference Object                     Distance      Geod. Az  |
 CY1089|                                                           dddmmss.s |
 CY1089| CC7076 CABAR RM 1                           13.170 METERS 04107     |
 CY1089| CY1090 APACHE                              APPROX. 5.4 KM 1811811.6 |
 CY1089| CC7077 CABAR RM 2                           13.371 METERS 31854     |
 CY1089|---------------------------------------------------------------------|
 CY1089
 CY1089                          SUPERSEDED SURVEY CONTROL
 CY1089
 CY1089  NAD 83(1986)-  32 55 58.78541(N)    109 12 02.86048(W) AD(       ) 2
 CY1089  NAD 27      -  32 55 58.54825(N)    109 12 00.62075(W) AD(       ) 2
 CY1089  NGVD 29 (07/19/86) 1134.9    (m)         3723.     (f) VERT ANG    3  
 CY1089
 CY1089.Superseded values are not recommended for survey control.
 CY1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1089.See file dsdata.txt to determine how the superseded data were derived.
 CY1089
 CY1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6821345295(NAD 83)
 CY1089_MARKER: DD = SURVEY DISK
 CY1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1089
 CY1089  HISTORY     - Date     Condition        Report By
 CY1089  HISTORY     - 1976     MONUMENTED       AZDT
 CY1089
 CY1089                          STATION DESCRIPTION
 CY1089
 CY1089'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1089'THE STATION IS ABOUT 10 MILES EAST SOUTHEAST OF CLIFTON, 0.5
 CY1089'MILE EAST OF ARIZONA HWY. 75 ON A TOP OF A MESA.
 CY1089'
 CY1089'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CABAR 1976
 CY1089'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CY1089'0.4 FEET.  STATION IS LOCATED ON TOP OF MESA 25 FEET NORTH OF A
 CY1089'BLADED DIRT ROAD AND IS MARKED BY A WITNESS POST AND SIGN 3 FEET
 CY1089'TO SOUTH.
 CY1089'
 CY1089'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CABAR
 CY1089'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1089'PROJECTING 0.3 FEET.
 CY1089'
 CY1089'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CABAR
 CY1089'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1089'PROJECTING 0.3 FEET.
 CY1089'
 CY1089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND
 CY1089'STATE HWY. 75 AND 78, SOUTH OF CLIFTON, GO SOUTH ON HWY. 75 TO
 CY1089'396.45 AND TURN LEFT (EAST) AT A BLADED ROAD AND GO 0.16 MILE TO
 CY1089'A GATE.  PASS THROUGH GATE AND GO TO A ROAD FORK JUST AHEAD, TAKE
 CY1089'RIGHT HAND FORK AND FOLLOW ROAD UP STEEP GRADE TO TOP OF
 CY1089'MESA.  STATION IS LOCATED ON NORTH (LEFT SIDE OF ROAD) JUST AS
 CY1089'SOON AS YOU REACH THE TOP OF MESA ON A SLIGHT CURVE (LEFT) IN
 CY1089'ROAD AND IS ABOUT 25 FEET NORTH OF ROAD.
 CY1089'
 CY1089'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1266 ***********************************************************************
 DA1266  DESIGNATION -  CABEZA
 DA1266  PID         -  DA1266
 DA1266  STATE/COUNTY-  AZ/YUMA
 DA1266  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA1266
 DA1266                         *CURRENT SURVEY CONTROL
 DA1266  ___________________________________________________________________
 DA1266* NAD 83(1992)-  32 20 59.13288(N)    113 49 29.26673(W)     ADJUSTED  
 DA1266* NAVD 88     -       863.4    (meters)    2833.     (feet)  VERTCON   
 DA1266  ___________________________________________________________________
 DA1266  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DA1266  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DA1266  HORZ ORDER  -  THIRD
 DA1266
 DA1266.The horizontal coordinates were established by classical geodetic methods
 DA1266.and adjusted by the National Geodetic Survey in August 1993.
 DA1266
 DA1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1266
 DA1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1266
 DA1266.The geoid height was determined by GEOID03.
 DA1266
 DA1266;                    North         East     Units Scale Factor Converg.
 DA1266;SPC AZ W     -   149,655.339   206,319.691   MT  0.99993394   -0 02 24.1
 DA1266;SPC AZ W     -   490,995.21    676,901.87   iFT  0.99993394   -0 02 24.1
 DA1266;UTM  12      - 3,582,713.282   234,154.346   MT  1.00047162   -1 30 44.6
 DA1266
 DA1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1266!SPC AZ W     -   0.99986966  x   0.99993394  =   0.99980361
 DA1266!UTM  12      -   0.99986966  x   1.00047162  =   1.00034122
 DA1266
 DA1266:                Primary Azimuth Mark                     Grid Az
 DA1266:SPC AZ W     -  BUCK                                     298 52 51.0
 DA1266:UTM  12      -  BUCK                                     300 21 11.5
 DA1266
 DA1266|---------------------------------------------------------------------|
 DA1266| PID    Reference Object                     Distance      Geod. Az  |
 DA1266|                                                           dddmmss.s |
 DA1266| DA1419 BUCK                                APPROX. 7.5 KM 2985026.9 |
 DA1266|---------------------------------------------------------------------|
 DA1266
 DA1266                          SUPERSEDED SURVEY CONTROL
 DA1266
 DA1266  NAD 83(1986)-  32 20 59.11027(N)    113 49 29.31148(W) AD(       ) 3
 DA1266  NGVD 29 (06/20/88)  862.7    (m)         2830.     (f) VERT ANG    3  
 DA1266
 DA1266.Superseded values are not recommended for survey control.
 DA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1266.See file dsdata.txt to determine how the superseded data were derived.
 DA1266
 DA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3415482713(NAD 83)
 DA1266_MARKER: DS = TRIANGULATION STATION DISK
 DA1266_SETTING: 66 = SET IN ROCK OUTCROP
 DA1266_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1266+STABILITY: POSITION/ELEVATION WELL
 DA1266
 DA1266  HISTORY     - Date     Condition        Report By
 DA1266  HISTORY     - 1962     MONUMENTED       AMS
 DA1266
 DA1266                          STATION DESCRIPTION
 DA1266
 DA1266'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1266'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1266'
 DA1266'LOCATED ABOUT 57 MI W. OF AJO, ABOUT 9.5 MI WSW. OF TULE WELL.  ON
 DA1266'HIGHEST POINT IN CABEZA PRIETA MOUNTAINS.
 DA1266'
 DA1266'REACHED BY HELICOPTER.
 DA1266'
 DA1266'STATION MARK--USE DISK STAMPED---CABEZA ARMY MAP SERVICE 1962---,
 DA1266'CEMENTED IN DRILL HOLE IN BEDROCK PROJECTING 0.2 FT.
 DA1266'
 DA1266'RM 1--USE RM DISK
 DA1266'STAMPED---CABEZA RM NO 1 ARMY MAP SERVICE 1962---, CEMENTED IN DRILL
 DA1266'HOLE IN TOP OF SMALL BOULDER, ABOUT 9 FT LOWER THAN STATION MARK.
 DA1266'
 DA1266'RM 2--USE RM DISK
 DA1266'STAMPED---CABEZA RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN DRILL
 DA1266'HOLE IN TOP OF LARGE BOULDER, ABOUT 5 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1208 ***********************************************************************
 CY1208  DESIGNATION -  CABEZAS
 CY1208  PID         -  CY1208
 CY1208  STATE/COUNTY-  AZ/COCHISE
 CY1208  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1208
 CY1208                         *CURRENT SURVEY CONTROL
 CY1208  ___________________________________________________________________
 CY1208* NAD 83(1992)-  32 18 52.52980(N)    109 45 20.15491(W)     ADJUSTED  
 CY1208* NAVD 88     -      1415.1    (meters)    4643.     (feet)  VERTCON   
 CY1208  ___________________________________________________________________
 CY1208  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 CY1208  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY1208  HORZ ORDER  -  FIRST
 CY1208
 CY1208.The horizontal coordinates were established by classical geodetic methods
 CY1208.and adjusted by the National Geodetic Survey in August 1993.
 CY1208
 CY1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1208
 CY1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1208
 CY1208.The geoid height was determined by GEOID03.
 CY1208
 CY1208;                    North         East     Units Scale Factor Converg.
 CY1208;SPC AZ E     -   145,822.687   252,066.176   MT  0.99991847   +0 13 11.1
 CY1208;SPC AZ E     -   478,420.89    826,988.77   iFT  0.99991847   +0 13 11.1
 CY1208;UTM  12      - 3,575,986.750   617,141.241   MT  0.99976922   +0 39 55.1
 CY1208
 CY1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1208!SPC AZ E     -   0.99978207  x   0.99991847  =   0.99970056
 CY1208!UTM  12      -   0.99978207  x   0.99976922  =   0.99955134
 CY1208
 CY1208|---------------------------------------------------------------------|
 CY1208| PID    Reference Object                     Distance      Geod. Az  |
 CY1208|                                                           dddmmss.s |
 CY1208| CC7079 CABEZAS RM 1                         13.893 METERS 08148     |
 CY1208| CY1203 WILLCOX RADIO STA KWCX MAST         APPROX. 9.1 KM 2342759.0 |
 CY1208| CC7080 CABEZAS RM 2                         13.022 METERS 23918     |
 CY1208| CC7078 CABEZAS AZ MK                                      3284851.7 |
 CY1208|---------------------------------------------------------------------|
 CY1208
 CY1208                          SUPERSEDED SURVEY CONTROL
 CY1208
 CY1208  NAD 83(1986)-  32 18 52.52419(N)    109 45 20.15230(W) AD(       ) 1
 CY1208  NAD 27      -  32 18 52.26429(N)    109 45 17.90119(W) AD(       ) 1
 CY1208  NGVD 29 (07/19/86) 1414.3    (m)         4640.     (f) VERT ANG    3  
 CY1208
 CY1208.Superseded values are not recommended for survey control.
 CY1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1208.See file dsdata.txt to determine how the superseded data were derived.
 CY1208
 CY1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1714175987(NAD 83)
 CY1208_MARKER: DS = TRIANGULATION STATION DISK
 CY1208_SETTING: 66 = SET IN ROCK OUTCROP
 CY1208_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CY1208
 CY1208  HISTORY     - Date     Condition        Report By
 CY1208  HISTORY     - 1970     MONUMENTED       NGS
 CY1208
 CY1208                          STATION DESCRIPTION
 CY1208
 CY1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1208'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF WILLCOX, ABOUT
 CY1208'1-1/2 MILES SOUTHEAST OF INTERSTATE HIGHWAY 10, ON A LOW ROUND
 CY1208'TOPPED HILL IN THE WESTERN PART OF THE DOS CABEZAS MOUNTAINS AND ON
 CY1208'PROPERTY OWNED BY MR. WAYNE D. KLUMP OF WILLCOX ARIZONA, PHONE NO
 CY1208'384-3397.
 CY1208'
 CY1208'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 CY1208'BUSINESS ROUTE AND STATE HIGHWAY 186 IN THE CENTER OF WILLCOX GO
 CY1208'NORTHEAST ON BUSINESS ROUTE 10 FOR 4.25 MILES TO THE INTERCHANGE
 CY1208'OF INTERSTATE HIGHWAY 10 AND BUSINESS ROUTE 10.  CONTINUE
 CY1208'NORTHEAST FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CY1208'EAST ON A GRAVELED ROAD, CROSSING RAILROAD TRACKS, FOR 0.3 MILE
 CY1208'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEASTERLY FOR 1.8 MILES TO
 CY1208'A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEASTERLY FOR 0.75 MILE
 CY1208'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY FOR 0.05
 CY1208'MILE TO A CATTLE GUARD.  CONTINUE EASTERLY FOR 0.15 MILE TO A
 CY1208'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 CY1208'TRACK ROAD, UPHILL, FOR 0.3 MILE TO THE STATION AT THE HIGHEST
 CY1208'POINT OF THE HILL.
 CY1208'
 CY1208'THE STATION MARK IS A STANDARD DISK STAMPED CABEZAS 1970, CEMENTED
 CY1208'FLUSH IN A DEPRESSION IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 CY1208'GROUND SURFACE.  IT IS 16 FEET NORTH OF A METAL WITNESS POST WITH
 CY1208'SIGN ATTACHED.
 CY1208'
 CY1208'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CABEZAS NO 1 1970,
 CY1208'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 CY1208'THE GROUND SURFACE.  IT IS 54.2 FEET EAST-NORTHEAST OF THE METAL
 CY1208'WITNESS POST.
 CY1208'
 CY1208'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CABEZAS NO 2 1970,
 CY1208'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 CY1208'THE GROUND SURFACE.  IT IS 32.6 FEET WEST OF THE METAL WITNESS POST
 CY1208'AND 2 FEET SOUTH OF A SMALL CAIRN.
 CY1208'
 CY1208'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CABEZAS 1970, SET IN THE
 CY1208'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND
 CY1208'SURFACE.  IT IS 123 FEET WEST OF A WIRE GATE, 26 FEET NORTH OF THE
 CY1208'CENTER OF THE GRAVELED ROAD AND 2 FEET SOUTHWEST OF A METAL
 CY1208'WITNESS POST WITH SIGN ATTACHED.
 CY1208'
 CY1208'HEIGHT OF LIGHT ABOVE STATION MARK 14.9 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1049 ***********************************************************************
 ET1049  DESIGNATION -  CACTUS
 ET1049  PID         -  ET1049
 ET1049  STATE/COUNTY-  AZ/YAVAPAI
 ET1049  USGS QUAD   -  SMITH PEAK (1967)
 ET1049
 ET1049                         *CURRENT SURVEY CONTROL
 ET1049  ___________________________________________________________________
 ET1049* NAD 83(1992)-  34 00 02.38459(N)    113 17 39.70820(W)     ADJUSTED  
 ET1049* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 ET1049  ___________________________________________________________________
 ET1049  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 ET1049  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET1049  HORZ ORDER  -  FIRST
 ET1049
 ET1049.The horizontal coordinates were established by classical geodetic methods
 ET1049.and adjusted by the National Geodetic Survey in August 1993.
 ET1049
 ET1049.The orthometric height was scaled from a topographic map.
 ET1049
 ET1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1049
 ET1049.The geoid height was determined by GEOID03.
 ET1049
 ET1049;                    North         East     Units Scale Factor Converg.
 ET1049;SPC AZ C     -   333,583.059    86,090.866   MT  1.00009961   -0 46 13.9
 ET1049;SPC AZ C     - 1,094,432.61    282,450.35   iFT  1.00009961   -0 46 13.9
 ET1049;SPC AZ W     -   332,831.998   255,450.925   MT  0.99995516   +0 15 17.3
 ET1049;SPC AZ W     - 1,091,968.50    838,093.59   iFT  0.99995516   +0 15 17.3
 ET1049;UTM  12      - 3,764,602.692   288,100.774   MT  1.00015354   -1 17 00.6
 ET1049
 ET1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1049!SPC AZ C     -   0.99989770  x   1.00009961  =   0.99999730
 ET1049!SPC AZ W     -   0.99989770  x   0.99995516  =   0.99985287
 ET1049!UTM  12      -   0.99989770  x   1.00015354  =   1.00005123
 ET1049
 ET1049:                Primary Azimuth Mark                     Grid Az
 ET1049:SPC AZ C     -  FENCE                                    091 09 03.8
 ET1049:SPC AZ W     -  FENCE                                    090 07 32.6
 ET1049:UTM  12      -  FENCE                                    091 39 50.5
 ET1049
 ET1049|---------------------------------------------------------------------|
 ET1049| PID    Reference Object                     Distance      Geod. Az  |
 ET1049|                                                           dddmmss.s |
 ET1049| ET1044 FENCE                               APPROX. 4.5 KM 0902249.9 |
 ET1049|---------------------------------------------------------------------|
 ET1049
 ET1049                          SUPERSEDED SURVEY CONTROL
 ET1049
 ET1049  NAD 83(1986)-  34 00 02.38419(N)    113 17 39.70957(W) AD(       ) 1
 ET1049  NAD 27      -  34 00 02.28200(N)    113 17 37.00000(W) AD(       ) 1
 ET1049
 ET1049.Superseded values are not recommended for survey control.
 ET1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1049.See file dsdata.txt to determine how the superseded data were derived.
 ET1049
 ET1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8810164603(NAD 83)
 ET1049_MARKER: DS = TRIANGULATION STATION DISK
 ET1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1049+STABILITY: SURFACE MOTION
 ET1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1049+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 ET1049
 ET1049  HISTORY     - Date     Condition        Report By
 ET1049  HISTORY     - 1924     MONUMENTED       CGS
 ET1049  HISTORY     - 1955     GOOD             CGS
 ET1049  HISTORY     - 1962     GOOD             USGS
 ET1049  HISTORY     - 1967     GOOD             AMS
 ET1049  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET1049  HISTORY     - 1974     GOOD             NGS
 ET1049  HISTORY     - 1986     GOOD             AZDT
 ET1049  HISTORY     - 20070428 GOOD             GEOCAC
 ET1049
 ET1049                          STATION DESCRIPTION
 ET1049
 ET1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1049'ABOUT 7 MILES WEST AND 4 MILES NORTH OF AGUILA IN THE OPEN
 ET1049'GREASEWOOD AND MESQUITE FLATS.  ABOUT 3 MILES WEST OF FENCE,
 ET1049'2 MILES EAST OF INITIAL MONUMENT AND 90 YARDS NORTH OF THE
 ET1049'MARICOPA-YAVAPAI COUNTY LINE.  MARKED BY STANDARD BRONZE DISKS.
 ET1049
 ET1049                          STATION RECOVERY (1955)
 ET1049
 ET1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1049'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 ET1049'DESCRIPTION FOLLOWS--
 ET1049'
 ET1049'TO REACH FROM THE CHEVRON SERVICE STATION NEAR THE CENTER OF
 ET1049'AGUILA, GO NORTH ON GRADED ROAD FOR 4.0 MILES TO A ROAD LEFT,
 ET1049'TURN LEFT (WEST) AND FOLLOW MAIN TRAVELLED ROAD 4.0 MILES TO
 ET1049'A GATE ON LEFT.  THIS IS THE WEST GATE OF TWO.  PASS THROUGH
 ET1049'GATE AND CONTINUE 1.1 MILES TO A DIRT TANK AND CORRAL, CONTINUE
 ET1049'WEST AROUND SOUTH SIDE OF CORRAL FOR 1.4 MILES TO A RANCH,
 ET1049'WINDMILL AND CORRAL, BEAR RIGHT AROUND THE NORTH SIDE OF THE
 ET1049'CORRAL FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE AND GO
 ET1049'0.05 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.2 MILE TO THE
 ET1049'STATION ON THE LEFT.
 ET1049'
 ET1049'THE STATION IS 135 FEET SOUTH OF THE ROAD AND 255 FEET NORTH
 ET1049'OF A MARICOPA-YAVAPAI COUNTY LINE MONUMENT.
 ET1049'
 ET1049'THE MARK IS A STANDARD DISK, NOT STAMPED, IN THE TOP OF A
 ET1049'12 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.2 FT.
 ET1049
 ET1049                          STATION RECOVERY (1962)
 ET1049
 ET1049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ET1049'TO REACH FROM AGUILA POST OFFICE GO 0.35 MILES WEST TO X RDS,
 ET1049'PROCEED NORTH 4.0 MILES TO X RDS, TURN LEFT, PROCEED WEST 6.45
 ET1049'MILES TO ABANDONED HOMESTEAD, FOLLOW ROAD COMPLETELY AROUND
 ET1049'HOMESTEAD TO Y ROAD, TAKE WEST FORK, PROCEED 0.25 MILES.
 ET1049'STATION IS 145 FEET SOUTH OF ROAD.  TRUCK CAN BE DRIVEN TO
 ET1049'STATION.
 ET1049
 ET1049                          STATION RECOVERY (1967)
 ET1049
 ET1049'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 ET1049'THE MARK WAS RECOVERED IN GOOD CONDITION
 ET1049
 ET1049                          STATION RECOVERY (1973)
 ET1049
 ET1049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JC)
 ET1049'THIS MARK WAS NOT FOUND, A PLANETABLE ELEVATION WAS ESTABLISHED
 ET1049'AND EVEN WITH THIS AID WE COULD FIND NO EVIDENCE OF THIS
 ET1049'STATION.  THE DESCRIPTION IS TOTALLY INADEQUATE.  NO REF.
 ET1049'MARKS WERE ESTABLISHED.
 ET1049
 ET1049                          STATION RECOVERY (1974)
 ET1049
 ET1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ET1049'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1962 RECOVERY
 ET1049'WHICH WAS SUBMITTED BY THE USGS.  THE MARK IS 50 FEET SOUTHEAST
 ET1049'OF A SMALL LOCAL DUMP.
 ET1049'
 ET1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 ET1049'NORTHWEST OF AGUILA
 ET1049
 ET1049                          STATION RECOVERY (1986)
 ET1049
 ET1049'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (BK)
 ET1049'THE UNSTAMPED STATION MARK WAS RECOVERED IN GOOD CONDITION.  A NEW
 ET1049'ROUTE TO THE STATION FOLLOWS.
 ET1049'
 ET1049'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 ET1049'U.S. HIGHWAY 60 FOR 0.35 MILE TO EAGLE EYE ROAD.  TURN RIGHT AND
 ET1049'TRAVEL NORTH FOR 0.4 MILE TO A DIRT CROSS ROAD.  TURN LEFT AND TRAVEL
 ET1049'WEST FOR 6.55 MILES TO A FORK.  TAKE THE RIGHT FORK NORTH  AROUND A
 ET1049'CORRAL TO A GATE.  PASS THROUGH THE GATE AND TRAVEL WEST FOR 0.3 MILE
 ET1049'TO THE STATION ON THE LEFT ABOUT 150 FEET SOUTH OF THE DIRT ROAD.
 ET1049
 ET1049                          STATION RECOVERY (2007)
 ET1049
 ET1049'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET1049'RECOVERED AS DESCRIBED IN THE NOTE OF 1986.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1951 ***********************************************************************
 CZ1951  DESIGNATION -  CACTUS
 CZ1951  PID         -  CZ1951
 CZ1951  STATE/COUNTY-  AZ/PINAL
 CZ1951  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1951
 CZ1951                         *CURRENT SURVEY CONTROL
 CZ1951  ___________________________________________________________________
 CZ1951* NAD 83(1992)-  32 57 21.73489(N)    111 19 51.36352(W)     ADJUSTED  
 CZ1951* NAVD 88     -       541.3    (meters)    1776.     (feet)  VERTCON   
 CZ1951  ___________________________________________________________________
 CZ1951  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 CZ1951  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ1951  HORZ ORDER  -  SECOND
 CZ1951
 CZ1951.The horizontal coordinates were established by classical geodetic methods
 CZ1951.and adjusted by the National Geodetic Survey in August 1993.
 CZ1951
 CZ1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1951
 CZ1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1951
 CZ1951.The geoid height was determined by GEOID03.
 CZ1951
 CZ1951;                    North         East     Units Scale Factor Converg.
 CZ1951;SPC AZ C     -   217,028.678   268,120.618   MT  0.99993696   +0 19 07.1
 CZ1951;SPC AZ C     -   712,036.35    879,660.82   iFT  0.99993696   +0 19 07.1
 CZ1951;UTM  12      - 3,646,461.863   469,070.102   MT  0.99961180   -0 10 48.1
 CZ1951
 CZ1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1951!SPC AZ C     -   0.99991963  x   0.99993696  =   0.99985659
 CZ1951!UTM  12      -   0.99991963  x   0.99961180  =   0.99953146
 CZ1951
 CZ1951|---------------------------------------------------------------------|
 CZ1951| PID    Reference Object                     Distance      Geod. Az  |
 CZ1951|                                                           dddmmss.s |
 CZ1951| CH4914 CACTUS RM 1                           8.181 METERS 04133     |
 CZ1951| CH4915 CACTUS RM 2                          17.255 METERS 22056     |
 CZ1951| CZ1952 VAH KI                              APPROX. 3.2 KM 3201853.2 |
 CZ1951|---------------------------------------------------------------------|
 CZ1951
 CZ1951                          SUPERSEDED SURVEY CONTROL
 CZ1951
 CZ1951  NAD 83(1986)-  32 57 21.72745(N)    111 19 51.36338(W) AD(       ) 2
 CZ1951  NAD 27      -  32 57 21.49423(N)    111 19 48.94505(W) AD(       ) 2
 CZ1951  NGVD 29 (07/19/86)  540.8    (m)         1774.     (f) VERT ANG    3  
 CZ1951
 CZ1951.Superseded values are not recommended for survey control.
 CZ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1951.See file dsdata.txt to determine how the superseded data were derived.
 CZ1951
 CZ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6907046462(NAD 83)
 CZ1951_MARKER: DD = SURVEY DISK
 CZ1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1951+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CZ1951
 CZ1951  HISTORY     - Date     Condition        Report By
 CZ1951  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1951  HISTORY     - 19950920 GOOD             USPSQD
 CZ1951  HISTORY     - 20070324 GOOD             GEOCAC
 CZ1951
 CZ1951                          STATION DESCRIPTION
 CZ1951
 CZ1951'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1951'THE STATION IS ABOUT 6 MILES SOUTHEAST OF FLORENCE AND 11.3
 CZ1951'MILES EAST SOUTHEAST OF COOLIDGE IN THE EAST HWY. R/W AND ON
 CZ1951'THE NORTH SIDE OF A WASH.
 CZ1951'
 CZ1951'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CACTUS 1977
 CZ1951'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CZ1951'0.5 FEET.  THE STATION IS 72 FEET EAST OF HWY. 80 AND 89
 CZ1951'CENTERLINE AND ON THE NORTH BANK OF A WASH, MARKED BY A WITNESS
 CZ1951'POST AND SIGN 2.6 FEET TO THE EAST.
 CZ1951'
 CZ1951'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CACTUS
 CZ1951'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1951'PROJECTING 0.4 FEET.
 CZ1951'
 CZ1951'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CACTUS
 CZ1951'RM 2 1977 AND IS EPOXIED IN EAST HEADWALL OF A CONCRETE
 CZ1951'DRAINAGE BOX.
 CZ1951'
 CZ1951'TO REACH THE STATION FROM JUNCTION OF STATE ROUTE 287 AND
 CZ1951'U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON
 CZ1951'U.S. 80-89 TO MILE POST 127.48 AND STATION IN THE EAST
 CZ1951'RIGHT-OF-WAY.
 CZ1951'
 CZ1951'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1951
 CZ1951                          STATION RECOVERY (1995)
 CZ1951
 CZ1951'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1951'RECOVERED IN GOOD CONDITION.
 CZ1951
 CZ1951                          STATION RECOVERY (2007)
 CZ1951
 CZ1951'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2272 ***********************************************************************
 DU2272  DESIGNATION -  CACTUS
 DU2272  PID         -  DU2272
 DU2272  STATE/COUNTY-  AZ/PINAL
 DU2272  USGS QUAD   -  SACATON (1981)
 DU2272
 DU2272                         *CURRENT SURVEY CONTROL
 DU2272  ___________________________________________________________________
 DU2272* NAD 83(1992)-  33 01 07.62769(N)    111 42 19.97630(W)     ADJUSTED  
 DU2272* NAVD 88     -       816.2    (meters)    2678.     (feet)  VERTCON   
 DU2272  ___________________________________________________________________
 DU2272  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DU2272  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2272  HORZ ORDER  -  THIRD
 DU2272
 DU2272.The horizontal coordinates were established by classical geodetic methods
 DU2272.and adjusted by the National Geodetic Survey in August 1993.
 DU2272
 DU2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2272
 DU2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2272
 DU2272.The geoid height was determined by GEOID03.
 DU2272
 DU2272;                    North         East     Units Scale Factor Converg.
 DU2272;SPC AZ C     -   223,854.530   233,083.491   MT  0.99990479   +0 06 54.1
 DU2272;SPC AZ C     -   734,430.87    764,709.62   iFT  0.99990479   +0 06 54.1
 DU2272;UTM  12      - 3,653,590.599   434,103.844   MT  0.99965354   -0 23 04.1
 DU2272
 DU2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2272!SPC AZ C     -   0.99987656  x   0.99990479  =   0.99978136
 DU2272!UTM  12      -   0.99987656  x   0.99965354  =   0.99953014
 DU2272
 DU2272                          SUPERSEDED SURVEY CONTROL
 DU2272
 DU2272  NAD 83(1986)-  33 01 07.62361(N)    111 42 19.97090(W) AD(       ) 3
 DU2272  NGVD 29 (04/26/91)  815.7    (m)         2676.     (f) VERT ANG    3  
 DU2272
 DU2272.Superseded values are not recommended for survey control.
 DU2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2272.See file dsdata.txt to determine how the superseded data were derived.
 DU2272
 DU2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3410453591(NAD 83)
 DU2272_MARKER: DD = SURVEY DISK
 DU2272_SETTING: 80 = SET IN A BOULDER
 DU2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2272+STABILITY: SURFACE MOTION
 DU2272
 DU2272  HISTORY     - Date     Condition        Report By
 DU2272  HISTORY     - 1921     MONUMENTED       USGS
 DU2272
 DU2272                          STATION DESCRIPTION
 DU2272
 DU2272'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 DU2272'LOCATED ABOUT 10 MI NE. OF CASA GRANDE ON SOUTHERN PACIFIC RR.  IN
 DU2272'SACATON RANGE, ON HIGHEST POINT OF RATHER ROUGH MTN.  THERE IS
 DU2272'POINT ABOUT 1.5 MI SE. OF STATION WHICH IS LITTLE HIGHER THAN
 DU2272'POINT USED, BUT STATION TREE COULD NOT BE SEEN FROM IT.
 DU2272'
 DU2272'TO REACH NOT GIVEN.
 DU2272'
 DU2272'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 DU2272'UNDER CENTER OF 6-FT HIGH CAIRN.
 DU2272'
 DU2272'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1763 ***********************************************************************
 CZ1763  DESIGNATION -  CAGE
 CZ1763  PID         -  CZ1763
 CZ1763  STATE/COUNTY-  AZ/GRAHAM
 CZ1763  USGS QUAD   -  EUREKA RANCH (1972)
 CZ1763
 CZ1763                         *CURRENT SURVEY CONTROL
 CZ1763  ___________________________________________________________________
 CZ1763* NAD 83(1992)-  32 38 04.39980(N)    110 08 00.32982(W)     ADJUSTED  
 CZ1763* NAVD 88     -      1329.7    (meters)    4363.     (feet)  VERTCON   
 CZ1763  ___________________________________________________________________
 CZ1763  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CZ1763  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CZ1763  HORZ ORDER  -  SECOND
 CZ1763
 CZ1763.The horizontal coordinates were established by classical geodetic methods
 CZ1763.and adjusted by the National Geodetic Survey in August 1993.
 CZ1763
 CZ1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1763
 CZ1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1763
 CZ1763.The geoid height was determined by GEOID03.
 CZ1763
 CZ1763;                    North         East     Units Scale Factor Converg.
 CZ1763;SPC AZ E     -   181,227.845   216,478.977   MT  0.99990012   +0 01 04.5
 CZ1763;SPC AZ E     -   594,579.54    710,232.86   iFT  0.99990012   +0 01 04.5
 CZ1763;UTM  12      - 3,611,106.429   581,285.212   MT  0.99968147   +0 28 02.5
 CZ1763
 CZ1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1763!SPC AZ E     -   0.99979548  x   0.99990012  =   0.99969562
 CZ1763!UTM  12      -   0.99979548  x   0.99968147  =   0.99947702
 CZ1763
 CZ1763|---------------------------------------------------------------------|
 CZ1763| PID    Reference Object                     Distance      Geod. Az  |
 CZ1763|                                                           dddmmss.s |
 CZ1763| CC7083 CAGE RM 2                            14.654 METERS 00320     |
 CZ1763| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.14.5 KM 0375405.5 |
 CZ1763| CC7081 H 8 4532                                           1195642.6 |
 CZ1763| CC7082 CAGE RM 1                             7.188 METERS 22230     |
 CZ1763|---------------------------------------------------------------------|
 CZ1763
 CZ1763                          SUPERSEDED SURVEY CONTROL
 CZ1763
 CZ1763  NAD 83(1986)-  32 38 04.39686(N)    110 08 00.32890(W) AD(       ) 2
 CZ1763  NAD 27      -  32 38 04.14400(N)    110 07 58.03300(W) AD(       ) 2
 CZ1763  NGVD 29 (07/19/86) 1329.0    (m)         4360.     (f) VERT ANG    3  
 CZ1763
 CZ1763.Superseded values are not recommended for survey control.
 CZ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1763.See file dsdata.txt to determine how the superseded data were derived.
 CZ1763
 CZ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8128511106(NAD 83)
 CZ1763_MARKER: DS = TRIANGULATION STATION DISK
 CZ1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1763
 CZ1763  HISTORY     - Date     Condition        Report By
 CZ1763  HISTORY     - 1946     MONUMENTED       CGS
 CZ1763
 CZ1763                          STATION DESCRIPTION
 CZ1763
 CZ1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1763'THE STATION IS LOCATED ON A SMALL KNOLL RISING ABOUT 150 FEET
 CZ1763'ABOVE THE SURROUNDING GROUND AND IS ONE OF MANY AT THE BEGINNING
 CZ1763'OF THE CANYON THAT RUNS NW TO KLONDYKE.  IT IS LOCATED BY
 CZ1763'APPROXIMATE AIRLINE DISTANCES 18 MILES SE OF KLONDYKE, 10 MILES
 CZ1763'NW OF BONITA, AND 1/4 MILE NE OF THE BONITA-KLONDYKE ROAD.
 CZ1763'
 CZ1763'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW ON THE
 CZ1763'KLONDYKE ROAD FOR 8.1 MILES TO AZIMUTH MARK ON THE RIGHT, JUST
 CZ1763'BEFORE THE ROAD CURVES RIGHT AND DOWN INTO CANYON.  CONTINUE
 CZ1763'FOR 2.4 MILES TO A CATTLE GUARD AND WINDMILL ON THE LEFT.  HERE
 CZ1763'TURN RIGHT, N, ALONG FENCE LINE AND GO 0.25 MILE.  HERE BEAR
 CZ1763'RIGHT, E, TOWARD HILL.  TRUCK MAY BE DRIVEN TO TOP BY FIRST
 CZ1763'DRIVING TO SADDLE TO LEFT OF STATION, THENCE RIGHT UP STEEP
 CZ1763'RIDGE TO TOP.
 CZ1763'
 CZ1763'THE STATION MARK IS A BRONZE STATION DISK, STAMPED CAGE 1946,
 CZ1763'AND SET IN AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 CZ1763'INCHES ABOVE THE GROUND.  IT IS 17 FEET NNE OF A 4- BY 4-INCH
 CZ1763'WHITE WITNESS POST.  UNDERGROUND MARK IS A BRONZE STATION DISK
 CZ1763'SET IN CONCRETE.
 CZ1763'
 CZ1763'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CAGE NO 1
 CZ1763'1946, AND SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ1763'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 CZ1763'THE STATION.
 CZ1763'
 CZ1763'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CAGE NO
 CZ1763'2 1946, AND SET IN A SQUARE CONCRETE POST THAT PROJECTS 6
 CZ1763'INCHES ABOVE THE GROUND.  IT IS AT ABOUT THE SAME LEVEL WITH THE
 CZ1763'STATION.
 CZ1763'
 CZ1763'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH-MARK, STAMPED
 CZ1763'H8 ABOVE SEA 4532 FEET 1939, AND SET IN A 6-INCH SQUARE OF CONCRETE
 CZ1763'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS LOCATED 48-1/2
 CZ1763'FEET N OF THE BONITA-KLONDYKE ROAD, 3-1/2 FEET W OF A 4- BY
 CZ1763'4-INCH WHITE WOODEN WITNESS POST, AND 1-1/2 MILES ESE OF THE
 CZ1763'STATION.
 CZ1763'
 CZ1763'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1773 ***********************************************************************
 CZ1773  DESIGNATION -  CAIRN 3 AND 1/2 MI N OF ROSE
 CZ1773  PID         -  CZ1773
 CZ1773  STATE/COUNTY-  AZ/GRAHAM
 CZ1773  USGS QUAD   -  REILEY PEAK (1985)
 CZ1773
 CZ1773                         *CURRENT SURVEY CONTROL
 CZ1773  ___________________________________________________________________
 CZ1773* NAD 83(1992)-  32 26 38.89671(N)    110 03 26.91247(W)     ADJUSTED  
 CZ1773* NAVD 88     -              **(meters)            **(feet)            
 CZ1773  ___________________________________________________________________
 CZ1773  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CZ1773  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CZ1773  HORZ ORDER  -  THIRD
 CZ1773
 CZ1773.The horizontal coordinates were established by classical geodetic methods
 CZ1773.and adjusted by the National Geodetic Survey in August 1993.
 CZ1773
 CZ1773
 CZ1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1773
 CZ1773.The geoid height was determined by GEOID03.
 CZ1773
 CZ1773;                    North         East     Units Scale Factor Converg.
 CZ1773;SPC AZ E     -   160,118.120   223,626.729   MT  0.99990130   +0 03 30.9
 CZ1773;SPC AZ E     -   525,321.92    733,683.49   iFT  0.99990130   +0 03 30.9
 CZ1773;UTM  12      - 3,590,057.725   588,596.351   MT  0.99969679   +0 30 20.4
 CZ1773
 CZ1773                          SUPERSEDED SURVEY CONTROL
 CZ1773
 CZ1773  NAD 83(1986)-  32 26 38.89118(N)    110 03 26.91013(W) AD(       ) 4
 CZ1773  NAD 27      -  32 26 38.62800(N)    110 03 24.63400(W) AD(       ) 3
 CZ1773
 CZ1773.Superseded values are not recommended for survey control.
 CZ1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1773.See file dsdata.txt to determine how the superseded data were derived.
 CZ1773
 CZ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8859690058(NAD 83)
 CZ1773_MARKER: 72 = CAIRN
 CZ1773
 CZ1773  HISTORY     - Date     Condition        Report By
 CZ1773  HISTORY     - 1946     FIRST OBSERVED   CGS
 CZ1773
 CZ1773                          STATION DESCRIPTION
 CZ1773
 CZ1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1773'THE STATION IS A VERY LARGE, EXCELLENTLY SHAPED, FAIRLY
 CZ1773'CONICAL, ROCK CAIRN, WHICH PROJECTS 8 FEET ABOVE THE SURROUNDING
 CZ1773'SURFACE, AND IS ABOUT 6 FEET IN DIAMETER AT THE BASE.  THERE IS
 CZ1773'A POLE PROJECTING ABOUT 8 INCHES FROM THE TOP OF THE CAIRN.
 CZ1773'THIS CAIRN IS LOCATED ON THE HIGHEST POINT OF THE RIDGED-TOPPED
 CZ1773'PEAK, WHICH IS THE E OF TWO PEAKS ON A U-SHAPED MOUNTAIN.  THE
 CZ1773'OPENING OF THE U IS TO THE NNW.  THE OTHER PEAK, WHICH IS NOT
 CZ1773'AS SHARP ON TOP, IS SLIGHTLY HIGHER.
 CZ1773'
 CZ1773'THE CAIRN IS LOCATED ABOUT 100 FEET NNW OF THE S EDGE OF THE
 CZ1773'RIDGE-TOPPED PEAK.  THE MOUNTAIN IS LOCATED ABOUT 6 MILES
 CZ1773'NE OF THE WINCHESTER MOUNTAIN RANGE AND IS THE FIRST LARGE
 CZ1773'MOUNTAIN OF THAT RANGE TO RISE FROM THE E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0874 ***********************************************************************
 DW0874  DESIGNATION -  CAIRN NORTH END NEW WATER MTN
 DW0874  PID         -  DW0874
 DW0874  STATE/COUNTY-  AZ/LA PAZ
 DW0874  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0874
 DW0874                         *CURRENT SURVEY CONTROL
 DW0874  ___________________________________________________________________
 DW0874* NAD 83(1992)-  33 37 54.62829(N)    114 05 30.87220(W)     ADJUSTED  
 DW0874* NAVD 88     -              **(meters)            **(feet)            
 DW0874  ___________________________________________________________________
 DW0874  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 DW0874  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DW0874  HORZ ORDER  -  THIRD
 DW0874
 DW0874.The horizontal coordinates were established by classical geodetic methods
 DW0874.and adjusted by the National Geodetic Survey in August 1993.
 DW0874
 DW0874
 DW0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0874
 DW0874.The geoid height was determined by GEOID03.
 DW0874
 DW0874;                    North         East     Units Scale Factor Converg.
 DW0874;SPC AZ W     -   291,884.251   181,639.240   MT  0.99994573   -0 11 21.7
 DW0874;SPC AZ W     -   957,625.50    595,929.27   iFT  0.99994573   -0 11 21.7
 DW0874;UTM  11      - 3,725,130.011   769,754.039   MT  1.00049719   +1 36 41.9
 DW0874
 DW0874                          SUPERSEDED SURVEY CONTROL
 DW0874
 DW0874  NAD 83(1986)-  33 37 54.62557(N)    114 05 30.88205(W) AD(       ) 4
 DW0874  NAD 27      -  33 37 54.52600(N)    114 05 28.09300(W) AD(       ) 3
 DW0874
 DW0874.Superseded values are not recommended for survey control.
 DW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0874.See file dsdata.txt to determine how the superseded data were derived.
 DW0874
 DW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6975425130(NAD 83)
 DW0874_MARKER: 72 = CAIRN
 DW0874
 DW0874  HISTORY     - Date     Condition        Report By
 DW0874  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0874
 DW0874                          STATION DESCRIPTION
 DW0874
 DW0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0874'STATION IS THE CAIRN ON THE NORTH END OF NEW WATER MOUNTAIN
 DW0874'LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF QUARTZSITE ON ONE OF
 DW0874'SEVERAL PROMINENT PEAKS OF ABOUT THE SAME ELEVATION.  THIS
 DW0874'IS THE ONLY CAIRN ON THESE PEAKS WHICH FORM A NORTH-SOUTH
 DW0874'RANGE OF MOUNTAINS.  THE TOP AND CENTER OF THE CAIRN WAS THE
 DW0874'POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0921 ***********************************************************************
 DW0921  DESIGNATION -  CAIRN ON LOW RIDGE
 DW0921  PID         -  DW0921
 DW0921  STATE/COUNTY-  AZ/LA PAZ
 DW0921  USGS QUAD   -  RED HILL NE (1986)
 DW0921
 DW0921                         *CURRENT SURVEY CONTROL
 DW0921  ___________________________________________________________________
 DW0921* NAD 83(1992)-  33 11 00.56278(N)    114 20 13.64052(W)     ADJUSTED  
 DW0921* NAVD 88     -              **(meters)            **(feet)            
 DW0921  ___________________________________________________________________
 DW0921  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DW0921  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DW0921  HORZ ORDER  -  THIRD
 DW0921
 DW0921.The horizontal coordinates were established by classical geodetic methods
 DW0921.and adjusted by the National Geodetic Survey in August 1993.
 DW0921
 DW0921
 DW0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0921
 DW0921.The geoid height was determined by GEOID03.
 DW0921
 DW0921;                    North         East     Units Scale Factor Converg.
 DW0921;SPC AZ W     -   242,261.240   158,608.645   MT  0.99997028   -0 19 16.9
 DW0921;SPC AZ W     -   794,820.34    520,369.57   iFT  0.99997028   -0 19 16.9
 DW0921;UTM  11      - 3,674,788.028   748,274.864   MT  1.00036006   +1 27 29.5
 DW0921
 DW0921                          SUPERSEDED SURVEY CONTROL
 DW0921
 DW0921  NAD 83(1986)-  33 11 00.56233(N)    114 20 13.64526(W) AD(       ) 4
 DW0921  NAD 27      -  33 11 00.43300(N)    114 20 10.84300(W) AD(       ) 3
 DW0921
 DW0921.Superseded values are not recommended for survey control.
 DW0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0921.See file dsdata.txt to determine how the superseded data were derived.
 DW0921
 DW0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4827574788(NAD 83)
 DW0921_MARKER: 72 = CAIRN
 DW0921
 DW0921  HISTORY     - Date     Condition        Report By
 DW0921  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0921
 DW0921                          STATION DESCRIPTION
 DW0921
 DW0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0921'STATION IS THE TOP AND CENTER OF A 6-FOOT CAIRN LOCATED ABOUT
 DW0921'26 MILES NORTH OF DOME AND ABOUT 4 MILES WEST OF STATE HIGHWAY
 DW0921'95.  IT IS ON THE HIGHEST POINT OF THE NORTH END OF A LOW
 DW0921'RANGE OF HILLS.  THE TOP AND CENTER OF THE CAIRN WAS THE
 DW0921'POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1091 ***********************************************************************
 CG1091  DESIGNATION -  CALABASAS
 CG1091  PID         -  CG1091
 CG1091  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1091  USGS QUAD   -  TUBAC (1981)
 CG1091
 CG1091                         *CURRENT SURVEY CONTROL
 CG1091  ___________________________________________________________________
 CG1091* NAD 83(1992)-  31 30 59.63808(N)    111 01 18.14896(W)     ADJUSTED  
 CG1091* NAVD 88     -      1114.     (meters)    3655.     (feet)  SCALED    
 CG1091  ___________________________________________________________________
 CG1091  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CG1091  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG1091  HORZ ORDER  -  SECOND
 CG1091
 CG1091.The horizontal coordinates were established by classical geodetic methods
 CG1091.and adjusted by the National Geodetic Survey in August 1993.
 CG1091
 CG1091.The orthometric height was scaled from a topographic map.
 CG1091
 CG1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1091
 CG1091.The geoid height was determined by GEOID03.
 CG1091
 CG1091;                    North         East     Units Scale Factor Converg.
 CG1091;SPC AZ C     -    57,615.030   298,361.231   MT  0.99998909   +0 28 04.3
 CG1091;SPC AZ C     -   189,025.69    978,875.43   iFT  0.99998909   +0 28 04.3
 CG1091;UTM  12      - 3,486,852.939   497,938.874   MT  0.99960005   -0 00 40.9
 CG1091
 CG1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1091!SPC AZ C     -   0.99982977  x   0.99998909  =   0.99981886
 CG1091!UTM  12      -   0.99982977  x   0.99960005  =   0.99942989
 CG1091
 CG1091|---------------------------------------------------------------------|
 CG1091| PID    Reference Object                     Distance      Geod. Az  |
 CG1091|                                                           dddmmss.s |
 CG1091| CH4916 CALABASAS RM 1                        8.644 METERS 13554     |
 CG1091| CG0619 SCA 1                               APPROX. 4.0 KM 1540948.3 |
 CG1091| CH4917 CALABASAS RM 2                        9.964 METERS 24555     |
 CG1091|---------------------------------------------------------------------|
 CG1091
 CG1091                          SUPERSEDED SURVEY CONTROL
 CG1091
 CG1091  NAD 83(1986)-  31 30 59.62608(N)    111 01 18.14483(W) AD(       ) 2
 CG1091  NAD 27      -  31 30 59.29620(N)    111 01 15.82350(W) AD(       ) 2
 CG1091
 CG1091.Superseded values are not recommended for survey control.
 CG1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1091.See file dsdata.txt to determine how the superseded data were derived.
 CG1091
 CG1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9793986853(NAD 83)
 CG1091_MARKER: DS = TRIANGULATION STATION DISK
 CG1091_SETTING: 80 = SET IN A BOULDER
 CG1091_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1091
 CG1091  HISTORY     - Date     Condition        Report By
 CG1091  HISTORY     - 1959     MONUMENTED       CGS
 CG1091  HISTORY     - 1971     GOOD             AZHD
 CG1091
 CG1091                          STATION DESCRIPTION
 CG1091
 CG1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1091'THE STATION IS LOCATED ON THE EAST SLOPE, ABOUT TWO-THIRDS OF
 CG1091'THE WAY TO THE TOP, OF A RIDGE THAT IS ABOUT 3.5 MILES SOUTH OF
 CG1091'TUMACACORI AND 1 MILE NORTH OF THE CALABASAS SCHOOL BUILDING,
 CG1091'0.3 MILE WEST OF U.S. HIGHWAY 89.
 CG1091'
 CG1091'TO REACH THE STATION FROM THE TUMACACORI NATIONAL MONUMENT, GO
 CG1091'SOUTHERLY ON U.S. HIGHWAY 89 FOR 3.7 MILES TO A METAL GATE ON
 CG1091'THE RIGHT, GO THROUGH THE GATE AND GO WEST FOR 0.1 MILE TO A WIRE
 CG1091'GATE IN ANOTHER NORTH-SOUTH FENCE.  TURN LEFT, FOLLOWING THE OLD
 CG1091'HIGHWAY FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  PACK WEST FOR
 CG1091'ABOUT 20 MINUTES TO THE STATION ON THE SLOPE, AT A POINT WHERE
 CG1091'THREE RIDGES COME TOGETHER.
 CG1091'
 CG1091'THE STATION MARK IS A STANDARD DISK STAMPED CALABASAS 1959, SET
 CG1091'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 2.7
 CG1091'FEET WEST OF A WITNESS POST.
 CG1091'
 CG1091'R.M. 1 IS A STANDARD DISK STAMPED CALABASAS NO 1 1959, SET IN
 CG1091'A DRILL HOLE IN A BOULDER THAT IS FLUSH, 28.2 FEET SOUHEAST OF THE
 CG1091'WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 CG1091'
 CG1091'R.M. 2 IS A STANDARD DISK STAMPED CALABASAS NO 2 1959, SET IN A
 CG1091'DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES, IS 35.5 FEET
 CG1091'WEST OF THE WITNESS POST AND ABOUT 6 FEET HIGHER THAN THE STATION
 CG1091'MARK.
 CG1091'
 CG1091'TRIANGULATION STATION SCA 1 CAN BE USED AS AN AZIMUTH MARK.  SEE
 CG1091'DESCRIPTION THEREOF.
 CG1091
 CG1091                          STATION RECOVERY (1971)
 CG1091
 CG1091'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RC)
 CG1091'A.  GENERAL LOCATION - 3.5 MI SOUTH OF TUMACACORI NAT MON
 CG1091'
 CG1091'B.  TO REACH - THE 1959 DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 CG1091'FOLLOWING--TO REACH THE OLD ROAD DESCRIBED TAKE THE PALO PALO
 CG1091'RD EAST OFF T-19 PROCEED TO GATE ON OLD RD ON WEST SIDE OF T-19
 CG1091'FOLLOW OLD RD SOUTH 1 MILE AND THEN FOLLOW TRACK RD. NW OF RIDGE
 CG1091'TO TOP AND STA., A 4-WHEEL DRIVE IS REQUIRED FROM THE BOTTOM OF
 CG1091'THE RIDGE.
 CG1091'
 CG1091'C.  STATION MARK - AS DESCRIBED IN 1959
 CG1091'
 CG1091'D.  REFERENCE MARKS - ITS DESCRIBED IN 1959
 CG1091'
 CG1091'E.  AZIMUTH MARK - SCA 1 WAS NOT SEARCHED FOR, TUMACACORI OBS USED
 CG1091'AS AZIMUTH
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2267 ***********************************************************************
 DV2267  DESIGNATION -  CALCITE
 DV2267  PID         -  DV2267
 DV2267  STATE/COUNTY-  AZ/MARICOPA
 DV2267  USGS QUAD   -  VICKSBURG (1990)
 DV2267
 DV2267                         *CURRENT SURVEY CONTROL
 DV2267  ___________________________________________________________________
 DV2267* NAD 83(1992)-  33 42 44.16350(N)    113 48 06.95745(W)     ADJUSTED  
 DV2267* NAVD 88     -       355.1    (meters)    1165.     (feet)  VERTCON   
 DV2267  ___________________________________________________________________
 DV2267  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DV2267  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV2267  HORZ ORDER  -  SECOND
 DV2267
 DV2267.The horizontal coordinates were established by classical geodetic methods
 DV2267.and adjusted by the National Geodetic Survey in August 1993.
 DV2267
 DV2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2267
 DV2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2267
 DV2267.The geoid height was determined by GEOID03.
 DV2267
 DV2267;                    North         East     Units Scale Factor Converg.
 DV2267;SPC AZ C     -   302,337.859    38,610.336   MT  1.00027636   -1 02 47.9
 DV2267;SPC AZ C     -   991,922.11    126,674.33   iFT  1.00027636   -1 02 47.9
 DV2267;SPC AZ W     -   300,753.065   208,546.420   MT  0.99993362   -0 01 43.8
 DV2267;SPC AZ W     -   986,722.65    684,207.41   iFT  0.99993362   -0 01 43.8
 DV2267;UTM  12      - 3,733,779.120   240,338.394   MT  1.00043129   -1 33 21.6
 DV2267
 DV2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2267!SPC AZ C     -   0.99994915  x   1.00027636  =   1.00022549
 DV2267!SPC AZ W     -   0.99994915  x   0.99993362  =   0.99988277
 DV2267!UTM  12      -   0.99994915  x   1.00043129  =   1.00038042
 DV2267
 DV2267|---------------------------------------------------------------------|
 DV2267| PID    Reference Object                     Distance      Geod. Az  |
 DV2267|                                                           dddmmss.s |
 DV2267| CS6620 CALCITE RM 1                         16.982 METERS 07909     |
 DV2267| CS6621 CALCITE RM 2                         11.030 METERS 25020     |
 DV2267|---------------------------------------------------------------------|
 DV2267
 DV2267                          SUPERSEDED SURVEY CONTROL
 DV2267
 DV2267  NAD 83(1986)-  33 42 44.15779(N)    113 48 06.96886(W) AD(       ) 2
 DV2267  NGVD 29 (11/27/91)  354.4    (m)         1163.     (f) VERT ANG    3  
 DV2267
 DV2267.Superseded values are not recommended for survey control.
 DV2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2267.See file dsdata.txt to determine how the superseded data were derived.
 DV2267
 DV2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4033833779(NAD 83)
 DV2267_MARKER: DS = TRIANGULATION STATION DISK
 DV2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2267+STABILITY: SURFACE MOTION
 DV2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2267+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV2267
 DV2267  HISTORY     - Date     Condition        Report By
 DV2267  HISTORY     - 1985     MONUMENTED       AZDT
 DV2267  HISTORY     - 20040606 GOOD             USPSQD
 DV2267  HISTORY     - 20071019 GOOD             GEOCAC
 DV2267
 DV2267                          STATION DESCRIPTION
 DV2267
 DV2267'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2267'THE STATION IS LOCATED 12 MILES SOUTHWEST OF SALOME ALONG THE NORTH
 DV2267'SIDE OF U.S. HIGHWAY 60.
 DV2267'
 DV2267'THE STATION MARK IS AN AZDT DISK STAMPED---CALCITE 1985---. IT IS SET
 DV2267'IN TOP OF A 10 INCH CONCRETE MONUMENT 81 FEET NORTHWEST OF THE CENTER
 DV2267'LINE OF U.S. HIGHWAY 60 AND 2 FEET SOUTHEAST OF THE WITNESS POST.
 DV2267'
 DV2267'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CALCITE RM 1 1985---.  IT
 DV2267'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 1 FOOT SOUTHEAST OF THE
 DV2267'RIGHT OF WAY FENCE.
 DV2267'
 DV2267'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CALCITE RM 2 1985---.  IT
 DV2267'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 1 FOOT SOUTHEAST OF THE
 DV2267'RIGHT OF WAY FENCE.
 DV2267'
 DV2267'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV2267'U.S. HIGHWAY 60 FOR 10.6 MILES TO VICKSBURG ROAD.  CONTINUE WEST ALONG
 DV2267'U.S. 60 FOR 2.1 MILES TO THE STATION ON THE RIGHT AT MILE POST 43.8.
 DV2267
 DV2267                          STATION RECOVERY (2004)
 DV2267
 DV2267'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV2267'RECOVERED IN GOOD CONDITION.
 DV2267
 DV2267                          STATION RECOVERY (2007)
 DV2267
 DV2267'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2267'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2267'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DV2267'THE STATION IS LOCATED IN LA PAZ COUNTY, THE STATION MARK IS LOCATED
 DV2267'2.7 FEET NORTH OF THE RIGHT OF WAY FENCE, AND 2.3 FEET NORTH OF A
 DV2267'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1014 ***********************************************************************
 DV1014  DESIGNATION -  CALL
 DV1014  PID         -  DV1014
 DV1014  STATE/COUNTY-  AZ/LA PAZ
 DV1014  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1014
 DV1014                         *CURRENT SURVEY CONTROL
 DV1014  ___________________________________________________________________
 DV1014* NAD 83(1992)-  33 34 48.76994(N)    113 22 10.08860(W)     ADJUSTED  
 DV1014* NAVD 88     -       422.72   (+/-2cm)    1386.9    (feet)  VERTCON   
 DV1014  ___________________________________________________________________
 DV1014  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DV1014  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1014  HORZ ORDER  -  SECOND
 DV1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1014
 DV1014.The horizontal coordinates were established by classical geodetic methods
 DV1014.and adjusted by the National Geodetic Survey in August 1993.
 DV1014
 DV1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1014.The vertical order pertains to the NGVD 29 superseded value.
 DV1014
 DV1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1014
 DV1014.The geoid height was determined by GEOID03.
 DV1014
 DV1014;                    North         East     Units Scale Factor Converg.
 DV1014;SPC AZ W     -   286,170.836   248,685.002   MT  0.99994871   +0 12 37.7
 DV1014;SPC AZ W     -   938,880.70    815,895.68   iFT  0.99994871   +0 12 37.7
 DV1014;SPC AZ C     -   287,042.256    78,494.382   MT  1.00012417   -0 48 13.2
 DV1014;SPC AZ C     -   941,739.69    257,527.50   iFT  1.00012417   -0 48 13.2
 DV1014;UTM  12      - 3,718,128.450   280,089.662   MT  1.00019625   -1 18 39.9
 DV1014
 DV1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1014!SPC AZ W     -   0.99993853  x   0.99994871  =   0.99988724
 DV1014!SPC AZ C     -   0.99993853  x   1.00012417  =   1.00006269
 DV1014!UTM  12      -   0.99993853  x   1.00019625  =   1.00013477
 DV1014
 DV1014|---------------------------------------------------------------------|
 DV1014| PID    Reference Object                     Distance      Geod. Az  |
 DV1014|                                                           dddmmss.s |
 DV1014| DV1013 CALL RM 1                            13.532 METERS 04737     |
 DV1014| DV1012 CALL RM 2                            15.415 METERS 14433     |
 DV1014| DV1015 CALL AZ MK                                         3594606.6 |
 DV1014|---------------------------------------------------------------------|
 DV1014
 DV1014                          SUPERSEDED SURVEY CONTROL
 DV1014
 DV1014  NAD 83(1986)-  33 34 48.76217(N)    113 22 10.09652(W) AD(       ) 2
 DV1014  NAD 27      -  33 34 48.63630(N)    113 22 07.39170(W) AD(       ) 2
 DV1014  NGVD 29 (??/??/92)  422.053  (m)         1384.69   (f) ADJ UNCH    2 0
 DV1014
 DV1014.Superseded values are not recommended for survey control.
 DV1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1014.See file dsdata.txt to determine how the superseded data were derived.
 DV1014
 DV1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8009018128(NAD 83)
 DV1014_MARKER: DE = TRAVERSE STATION DISK
 DV1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1014_STAMPING: CALL 1962
 DV1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1014+STABILITY: SURFACE MOTION
 DV1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1014+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1014
 DV1014  HISTORY     - Date     Condition        Report By
 DV1014  HISTORY     - 1962     MONUMENTED       CGS
 DV1014  HISTORY     - 1962     GOOD             CGS
 DV1014  HISTORY     - 1981     GOOD             NGS
 DV1014  HISTORY     - 20041117 GOOD             CAP
 DV1014  HISTORY     - 20060519 GOOD             GEOCAC
 DV1014
 DV1014                          STATION DESCRIPTION
 DV1014
 DV1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1014'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF SALOME,
 DV1014'ABOUT 4 MILES SOUTH OF THE SALOME-HASSAYAMPA ROAD, ABOUT 2
 DV1014'MILES WEST OF THE YUMA-MARICOPA COUNTY LINE AND 1/4 MILE
 DV1014'NORTH OF A EARTHEN POND.
 DV1014'
 DV1014'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTHEAST
 DV1014'ON THE SALOME-HASSAYAMPA ROAD FOR 7.4 MILES TO THE END
 DV1014'OF BLACKTOP ROAD, CONTINUE SOUTHEAST ON BLADED ROAD FOR
 DV1014'1.75 MILES TO CROSSROAD, PIPELINE CROSSING AND SIGN DON B
 DV1014'CO., CONTINUE SOUTHEAST FOR 9.2 MILES TO A SIDE RIGHT AND
 DV1014'SIGN DALK CLEM RANCH 6 MILES, TURN RIGHT, GO SOUTH ON
 DV1014'BLADED ROAD FOR 2.75 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 DV1014'WEST ON TRACK ROAD FOR 1.0 MILE TO CROSSROAD, TURN LEFT,
 DV1014'GO SOUTH FOR 0.6 MILE TO AZIMUTH MARK ON LEFT, CONTINUE SOUTH
 DV1014'FOR 0.45 MILE TO THE STATION ON LEFT.
 DV1014'
 DV1014'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV1014'CONCRETE POST WHICH IS FLUSH AND STAMPED CALL 1962.  THE MARK
 DV1014'IS 60 FEET EAST OF CENTER OF TRACK ROAD AND 12.5 FEET
 DV1014'WEST-NORTHWEST OF WITNESS POST.
 DV1014'
 DV1014'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DV1014'OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED
 DV1014'CALL NO 1 1962.  THE MARK IS 85 FEET EAST OF CENTER OF TRACK ROAD
 DV1014'AND 39 FEET NORTHEAST OF WITNESS POST.
 DV1014'
 DV1014'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DV1014'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES AND STAMPED
 DV1014'CALL NO 2 1962.  THE MARK IS 88 FEET EAST OF CENTER OF TRACK
 DV1014'ROAD AND 42 FEET SOUTHEAST OF WITNESS POST.
 DV1014'
 DV1014'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 DV1014'ROUND CONCRETE POST WHICH IS FLUSH AND STAMPED CALL 1962.  THE
 DV1014'MARK IS 49 FEET EAST OF CENTER OF TRACK ROAD AND 5.9 FEET
 DV1014'WEST OF WITNESS POST.
 DV1014'
 DV1014'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 71.3 FEET.
 DV1014'
 DV1014'HEIGHT OF LIGHT ABOVE STATION MARK 5.07 METERS.
 DV1014
 DV1014                          STATION RECOVERY (1962)
 DV1014
 DV1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1014'23.5 MI SE FROM SALOME.
 DV1014'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1014'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1014'WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 55
 DV1014'FEET EAST OF THE CENTER OF THE TRACK ROAD, 12.6 FEET NORTHWEST OF A
 DV1014'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 DV1014'INCH.
 DV1014
 DV1014                          STATION RECOVERY (1981)
 DV1014
 DV1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1014'THE STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DV1014
 DV1014                          STATION RECOVERY (2004)
 DV1014
 DV1014'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1014'RECOVERED AS DESCRIBED.
 DV1014
 DV1014                          STATION RECOVERY (2006)
 DV1014
 DV1014'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1014'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE BLADE ROAD IS
 DV1014'AVENUE 75, AND THE WITNESS POST WAS KNOCKED DOWN BUT STILL ATTACHED TO
 DV1014'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0516 ***********************************************************************
 ES0516  DESIGNATION -  CALL
 ES0516  PID         -  ES0516
 ES0516  STATE/COUNTY-  AZ/COCONINO
 ES0516  USGS QUAD   -  MUNDS PARK (1974)
 ES0516
 ES0516                         *CURRENT SURVEY CONTROL
 ES0516  ___________________________________________________________________
 ES0516* NAD 83(1992)-  34 59 52.36406(N)    111 41 13.62045(W)     ADJUSTED  
 ES0516* NAVD 88     -      2070.042  (meters)    6791.46   (feet)  ADJUSTED  
 ES0516  ___________________________________________________________________
 ES0516  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 ES0516  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ES0516  DYNAMIC HT  -        2067.122 (meters)    6781.88  (feet)  COMP
 ES0516  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ES0516
 ES0516  HORZ ORDER  -  SECOND
 ES0516  VERT ORDER  -  SECOND    CLASS 0
 ES0516
 ES0516.The horizontal coordinates were established by classical geodetic methods
 ES0516.and adjusted by the National Geodetic Survey in August 1993.
 ES0516
 ES0516.The orthometric height was determined by differential leveling
 ES0516.and adjusted in June 1991.
 ES0516
 ES0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0516
 ES0516.The geoid height was determined by GEOID03.
 ES0516
 ES0516.The dynamic height is computed by dividing the NAVD 88
 ES0516.geopotential number by the normal gravity value computed on the
 ES0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0516.degrees latitude (g = 980.6199 gals.).
 ES0516
 ES0516.The modeled gravity was interpolated from observed gravity values.
 ES0516
 ES0516;                    North         East     Units Scale Factor Converg.
 ES0516;SPC AZ C     -   443,362.999   234,313.652   MT  0.99990541   +0 07 54.0
 ES0516;SPC AZ C     - 1,454,603.02    768,745.58   iFT  0.99990541   +0 07 54.0
 ES0516;UTM  12      - 3,873,023.491   437,297.319   MT  0.99964845   -0 23 38.8
 ES0516
 ES0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0516!SPC AZ C     -   0.99967887  x   0.99990541  =   0.99958431
 ES0516!UTM  12      -   0.99967887  x   0.99964845  =   0.99932743
 ES0516
 ES0516:                Primary Azimuth Mark                     Grid Az
 ES0516:SPC AZ C     -  CALL AZ MK                               023 47 44.1
 ES0516:UTM  12      -  CALL AZ MK                               024 19 16.9
 ES0516
 ES0516|---------------------------------------------------------------------|
 ES0516| PID    Reference Object                     Distance      Geod. Az  |
 ES0516|                                                           dddmmss.s |
 ES0516| CH2852 CALL AZ MK                                         0235538.1 |
 ES0516| ES0517 CALL RM 2                            47.361 METERS 19551     |
 ES0516| ES0515 CALL RM 1                            32.642 METERS 35634     |
 ES0516|---------------------------------------------------------------------|
 ES0516
 ES0516                          SUPERSEDED SURVEY CONTROL
 ES0516
 ES0516  NAD 83(1986)-  34 59 52.36104(N)    111 41 13.61848(W) AD(       ) 2
 ES0516  NAD 27      -  34 59 52.30980(N)    111 41 11.04350(W) AD(       ) 2
 ES0516  NGVD 29 (??/??/92) 2069.066  (m)         6788.26   (f) ADJ UNCH    2 0
 ES0516
 ES0516.Superseded values are not recommended for survey control.
 ES0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0516.See file dsdata.txt to determine how the superseded data were derived.
 ES0516
 ES0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3729773023(NAD 83)
 ES0516_MARKER: DE = TRAVERSE STATION DISK
 ES0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0516_STAMPING: CALL 1959
 ES0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0516+STABILITY: SURFACE MOTION
 ES0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0516+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0516
 ES0516  HISTORY     - Date     Condition        Report By
 ES0516  HISTORY     - 1959     MONUMENTED       CGS
 ES0516  HISTORY     - 1959     GOOD             CGS
 ES0516  HISTORY     - 20071112 GOOD             GEOCAC
 ES0516
 ES0516                          STATION DESCRIPTION
 ES0516
 ES0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0516'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 ES0516'17, ABOUT 13.5 MILES NORTH OF THE COCONINO YAVAPAI COUNTY LINE,
 ES0516'13.0 MILES SOUTH OF FLAGSTAFF AND 8.5 MILES NORTHEAST OF SEDONA.
 ES0516'
 ES0516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66, 89
 ES0516'AND 89A IN THE SOUTHWEST PART OF FLAGSTAFF, GO SOUTH ON U.S.
 ES0516'HIGHWAY 89A FOR 3.8 MILES TO A CROSSROAD AT THE ENTRANCE TO THE
 ES0516'FLAGSTAFF AIRPORT, CONTINUE SOUTH ON U.S. HIGHWAY 89A FOR 0.8
 ES0516'MILE TO A SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO
 ES0516'SOUTHEASTERLY FOR 0.8 MILE TO INTERSTATE HIGHWAY 17, GO SOUTH
 ES0516'ON INTERSTATE HIGHWAY 17 FOR 9.5 MILES TO A HIGH CUT BANK AND
 ES0516'THE STATION ON THE RIGHT.
 ES0516'
 ES0516'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CALL 1959,
 ES0516'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ES0516'3 INCHES.  IT IS 33 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 32
 ES0516'FEET WEST OF THE WEST EDGE OF THE HIGH CUT BANK AND 18 FEET EAST
 ES0516'OF A WITNESS SIGN.
 ES0516'
 ES0516'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CALL NO 1 1959,
 ES0516'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 ES0516'INCHES.  IT IS 45 FEET WEST OF THE HIGH CUT BANK, 17 FEET EAST OF
 ES0516'THE WEST RIGHT-OF-WAY FENCE AND 114 FEET NORTH OF A WITNESS SIGN.
 ES0516'
 ES0516'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CALL NO 2 1959,
 ES0516'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 ES0516'IT IS 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND 142 FEET SOUTH
 ES0516'OF A WITNESS SIGN.
 ES0516'
 ES0516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST FOR 0.2
 ES0516'MILE TO A CONCRETE CULVERT.  THE AZIMUTH MARK IS AN ARIZONA STATE
 ES0516'HIGHWAY DEPARTMENT DISK, SET IN THE EAST HEADWALL, 5.8 FEET SOUTH
 ES0516'OF THE NORTH END OF THE HEADWALL AND 24 FEET EAST OF THE CENTER
 ES0516'LINE OF THE NORTH BOUND LANE OF THE HIGHWAY.
 ES0516
 ES0516                          STATION RECOVERY (1959)
 ES0516
 ES0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0516'13.0 MI S FROM FLAGSTAFF.
 ES0516'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0516'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0516'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0516'HIGHWAY 17, THENCE SOUTH ALONG INTERSTATE HIGHWAY 17 9.5 MILES TO A
 ES0516'HIGH CUT BANK, 33 FEET EAST OF THE RIGHT-OF-WAY FENCE, 32 FEET WEST OF
 ES0516'THE WEST EDGE OF THE HIGH CUT BANK, 18 FEET EAST OF THE WITNESS SIGN,
 ES0516'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 ES0516'INCHES.
 ES0516
 ES0516                          STATION RECOVERY (2007)
 ES0516
 ES0516'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0516'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES0516'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2055 ***********************************************************************
 DV2055  DESIGNATION -  CALL
 DV2055  PID         -  DV2055
 DV2055  STATE/COUNTY-  AZ/MARICOPA
 DV2055  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2055
 DV2055                         *CURRENT SURVEY CONTROL
 DV2055  ___________________________________________________________________
 DV2055* NAD 83(1992)-  33 50 14.03907(N)    112 28 24.95433(W)     ADJUSTED  
 DV2055* NAVD 88     -       611.2    (meters)    2005.     (feet)  VERTCON   
 DV2055  ___________________________________________________________________
 DV2055  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DV2055  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DV2055  HORZ ORDER  -  SECOND
 DV2055
 DV2055.The horizontal coordinates were established by classical geodetic methods
 DV2055.and adjusted by the National Geodetic Survey in August 1993.
 DV2055
 DV2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2055
 DV2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2055
 DV2055.The geoid height was determined by GEOID03.
 DV2055
 DV2055;                    North         East     Units Scale Factor Converg.
 DV2055;SPC AZ C     -   314,740.898   161,814.895   MT  0.99993274   -0 18 36.5
 DV2055;SPC AZ C     - 1,032,614.49    530,888.76   iFT  0.99993274   -0 18 36.5
 DV2055;UTM  12      - 3,745,085.417   363,651.618   MT  0.99982918   -0 49 14.4
 DV2055
 DV2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2055!SPC AZ C     -   0.99990869  x   0.99993274  =   0.99984143
 DV2055!UTM  12      -   0.99990869  x   0.99982918  =   0.99973788
 DV2055
 DV2055|---------------------------------------------------------------------|
 DV2055| PID    Reference Object                     Distance      Geod. Az  |
 DV2055|                                                           dddmmss.s |
 DV2055| CH4918 CALL RM 1                             8.558 METERS 10017     |
 DV2055| CH4919 CALL RM 2                             8.126 METERS 24725     |
 DV2055| DV2174 ASP                                 APPROX. 4.0 KM 2821422.0 |
 DV2055|---------------------------------------------------------------------|
 DV2055
 DV2055                          SUPERSEDED SURVEY CONTROL
 DV2055
 DV2055  NAD 83(1986)-  33 50 14.03541(N)    112 28 24.95837(W) AD(       ) 2
 DV2055  NAD 27      -  33 50 13.90749(N)    112 28 22.34212(W) AD(       ) 2
 DV2055  NGVD 29 (07/19/86)  610.6    (m)         2003.     (f) VERT ANG    3  
 DV2055
 DV2055.Superseded values are not recommended for survey control.
 DV2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2055.See file dsdata.txt to determine how the superseded data were derived.
 DV2055
 DV2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6365245085(NAD 83)
 DV2055_MARKER: DD = SURVEY DISK
 DV2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2055+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2055
 DV2055  HISTORY     - Date     Condition        Report By
 DV2055  HISTORY     - 1976     MONUMENTED       AZDT
 DV2055  HISTORY     - 19960212 GOOD             USPSQD
 DV2055  HISTORY     - 19990109 GOOD             USPSQD
 DV2055  HISTORY     - 20000109 GOOD             USPSQD
 DV2055  HISTORY     - 20071005 GOOD             GEOCAC
 DV2055
 DV2055                          STATION DESCRIPTION
 DV2055
 DV2055'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2055'THE STATION IS ABOUT 9.5 MILES EAST OF MORRISTOWN ALONG THE
 DV2055'NORTH R/W OF STATE ROUTE 74.
 DV2055'
 DV2055'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CALL 1976
 DV2055'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE DISK
 DV2055'IS LOCATED 2 FEET INSIDE THE R/W FENCE AND AT AN ANGLE POINT IN
 DV2055'THE FENCE LINE, MARKED WITH A WITNESS POST AND SIGN.
 DV2055'
 DV2055'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CALL
 DV2055'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2055'PROJECTING 2 INCHES AND ABOUT 1 FOOT INSIDE R/W FENCE.
 DV2055'
 DV2055'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CALL
 DV2055'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2055'PROJECTING 2 INCHES AND ABOUT 0.5 FOOT INSIDE THE R/W FENCE.
 DV2055'
 DV2055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DV2055'STATE ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN, GO EAST ON
 DV2055'HWY. 74 FOR 9.5 MILES TO THE STATION ON THE LEFT INSIDE THE
 DV2055'NORTH R/W FENCELINE.
 DV2055'
 DV2055'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2055
 DV2055                          STATION RECOVERY (1996)
 DV2055
 DV2055'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2055'RECOVERED IN GOOD CONDITION.
 DV2055
 DV2055                          STATION RECOVERY (1999)
 DV2055
 DV2055'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2055'RECOVERED IN GOOD CONDITION.
 DV2055
 DV2055                          STATION RECOVERY (2000)
 DV2055
 DV2055'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2055'RECOVERED IN GOOD CONDITION.
 DV2055
 DV2055                          STATION RECOVERY (2007)
 DV2055
 DV2055'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2055'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2055'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV2055'THE STATION MARK IS 3.3 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1015 ***********************************************************************
 DV1015  DESIGNATION -  CALL AZ MK
 DV1015  PID         -  DV1015
 DV1015  STATE/COUNTY-  AZ/LA PAZ
 DV1015  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1015
 DV1015                         *CURRENT SURVEY CONTROL
 DV1015  ___________________________________________________________________
 DV1015* NAD 83(1986)-  33 35 11.     (N)    113 22 13.     (W)     SCALED    
 DV1015* NAVD 88     -       425.94   (+/-2cm)    1397.4    (feet)  VERTCON   
 DV1015  ___________________________________________________________________
 DV1015  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1015
 DV1015.The horizontal coordinates were scaled from a topographic map and have
 DV1015.an estimated accuracy of +/- 6 seconds.
 DV1015
 DV1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1015.The vertical order pertains to the NGVD 29 superseded value.
 DV1015
 DV1015.The geoid height was determined by GEOID03.
 DV1015
 DV1015;                    North         East    Units  Estimated Accuracy
 DV1015;SPC AZ W     -   286,860.      248,610.      MT  (+/- 180 meters Scaled)
 DV1015
 DV1015                          SUPERSEDED SURVEY CONTROL
 DV1015
 DV1015  NGVD 29 (??/??/92)  425.271  (m)         1395.24   (f) ADJ UNCH    2 0
 DV1015
 DV1015.Superseded values are not recommended for survey control.
 DV1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1015.See file dsdata.txt to determine how the superseded data were derived.
 DV1015
 DV1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC800188(NAD 83)
 DV1015_MARKER: DZ = AZIMUTH MARK DISK
 DV1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1015_STAMPING: CALL 1962
 DV1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1015+STABILITY: SURFACE MOTION
 DV1015
 DV1015  HISTORY     - Date     Condition        Report By
 DV1015  HISTORY     - 1962     MONUMENTED       CGS
 DV1015  HISTORY     - 19860519 MARK NOT FOUND   USGS
 DV1015
 DV1015                          STATION DESCRIPTION
 DV1015
 DV1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1015'23.0 MI SE FROM SALOME.
 DV1015'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1015'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1015'WEST ALONG A TRACK ROAD, THENCE 0.5 MILE SOUTH ALONG A TRACK ROAD, 48
 DV1015'FEET EAST OF THE CENTER OF THE TRACK ROAD, 6.0 FEET EAST OF A METAL
 DV1015'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV1015
 DV1015                          STATION RECOVERY (1986)
 DV1015
 DV1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JRM)
 DV1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1013 ***********************************************************************
 DV1013  DESIGNATION -  CALL RM 1
 DV1013  PID         -  DV1013
 DV1013  STATE/COUNTY-  AZ/LA PAZ
 DV1013  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1013
 DV1013                         *CURRENT SURVEY CONTROL
 DV1013  ___________________________________________________________________
 DV1013* NAD 83(1986)-  33 34 48.     (N)    113 22 10.     (W)     SCALED    
 DV1013* NAVD 88     -       422.76   (+/-2cm)    1387.0    (feet)  VERTCON   
 DV1013  ___________________________________________________________________
 DV1013  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1013
 DV1013.The horizontal coordinates were scaled from a topographic map and have
 DV1013.an estimated accuracy of +/- 6 seconds.
 DV1013
 DV1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1013.The vertical order pertains to the NGVD 29 superseded value.
 DV1013
 DV1013.The geoid height was determined by GEOID03.
 DV1013
 DV1013;                    North         East    Units  Estimated Accuracy
 DV1013;SPC AZ W     -   286,150.      248,690.      MT  (+/- 180 meters Scaled)
 DV1013
 DV1013                          SUPERSEDED SURVEY CONTROL
 DV1013
 DV1013  NGVD 29 (??/??/92)  422.095  (m)         1384.82   (f) ADJ UNCH    2 0
 DV1013
 DV1013.Superseded values are not recommended for survey control.
 DV1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1013.See file dsdata.txt to determine how the superseded data were derived.
 DV1013
 DV1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC800181(NAD 83)
 DV1013_MARKER: DR = REFERENCE MARK DISK
 DV1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1013_STAMPING: CALL NO 1 1962
 DV1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1013+STABILITY: SURFACE MOTION
 DV1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1013+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1013
 DV1013  HISTORY     - Date     Condition        Report By
 DV1013  HISTORY     - 1962     MONUMENTED       CGS
 DV1013  HISTORY     - 20060519 GOOD             GEOCAC
 DV1013
 DV1013                          STATION DESCRIPTION
 DV1013
 DV1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1013'23.5 MI SE FROM SALOME.
 DV1013'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1013'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1013'WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 90
 DV1013'FEET EAST OF THE CENTER OF THE TRACK ROAD, 44.3 FEET NORTHEAST OF
 DV1013'TRAVERSE STATION CALL, 39.1 FEET NORTHEAST OF A METAL WITNESS POST,
 DV1013'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1013
 DV1013                          STATION RECOVERY (2006)
 DV1013
 DV1013'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1013'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE BLADE ROAD IS
 DV1013'AVENUE 75, AND THE WITNESS POST WAS KNOCKED DOWN BUT STILL ATTACHED TO
 DV1013'THE GROUND. HANDHELD COORDINATES ARE
 DV1013'33 34 48.42 (N)   113 22 09.78 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0515 ***********************************************************************
 ES0515  DESIGNATION -  CALL RM 1
 ES0515  PID         -  ES0515
 ES0515  STATE/COUNTY-  AZ/COCONINO
 ES0515  USGS QUAD   -  MUNDS PARK (1974)
 ES0515
 ES0515                         *CURRENT SURVEY CONTROL
 ES0515  ___________________________________________________________________
 ES0515* NAD 83(1986)-  34 59 52.     (N)    111 41 14.     (W)     SCALED    
 ES0515* NAVD 88     -      2070.684  (meters)    6793.57   (feet)  ADJUSTED  
 ES0515  ___________________________________________________________________
 ES0515  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ES0515  DYNAMIC HT  -        2067.763 (meters)    6783.99  (feet)  COMP
 ES0515  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ES0515
 ES0515  VERT ORDER  -  SECOND    CLASS 0
 ES0515
 ES0515.The horizontal coordinates were scaled from a topographic map and have
 ES0515.an estimated accuracy of +/- 6 seconds.
 ES0515
 ES0515.The orthometric height was determined by differential leveling
 ES0515.and adjusted in June 1991.
 ES0515
 ES0515.The geoid height was determined by GEOID03.
 ES0515
 ES0515.The dynamic height is computed by dividing the NAVD 88
 ES0515.geopotential number by the normal gravity value computed on the
 ES0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0515.degrees latitude (g = 980.6199 gals.).
 ES0515
 ES0515.The modeled gravity was interpolated from observed gravity values.
 ES0515
 ES0515;                    North         East    Units  Estimated Accuracy
 ES0515;SPC AZ C     -   443,350.      234,300.      MT  (+/- 180 meters Scaled)
 ES0515
 ES0515                          SUPERSEDED SURVEY CONTROL
 ES0515
 ES0515  NGVD 29 (??/??/92) 2069.707  (m)         6790.36   (f) ADJ UNCH    2 0
 ES0515
 ES0515.Superseded values are not recommended for survey control.
 ES0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0515.See file dsdata.txt to determine how the superseded data were derived.
 ES0515
 ES0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372730(NAD 83)
 ES0515_MARKER: DR = REFERENCE MARK DISK
 ES0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0515_STAMPING: CALL NO 1 1959
 ES0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0515+STABILITY: SURFACE MOTION
 ES0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0515+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0515
 ES0515  HISTORY     - Date     Condition        Report By
 ES0515  HISTORY     - 1959     MONUMENTED       CGS
 ES0515  HISTORY     - 20071112 GOOD             GEOCAC
 ES0515
 ES0515                          STATION DESCRIPTION
 ES0515
 ES0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0515'13.0 MI S FROM FLAGSTAFF.
 ES0515'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0515'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0515'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0515'HIGHWAY 17, THENCE 9.5 MILE SOUTH ALONG INTERSTATE HIGHWAY 17 TO A
 ES0515'HIGH CUT BANK, 114 FEET NORTH OF THE WITNESS SIGN, 45 FEET WEST OF THE
 ES0515'WEST EDGE OF THE CUT BANK, 17 FEET EAST OF THE RIGHT-OF-WAY FENCE, SET
 ES0515'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0515
 ES0515                          STATION RECOVERY (2007)
 ES0515
 ES0515'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0515'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0515'34 59 50.8 (N)   111 41 14.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1012 ***********************************************************************
 DV1012  DESIGNATION -  CALL RM 2
 DV1012  PID         -  DV1012
 DV1012  STATE/COUNTY-  AZ/LA PAZ
 DV1012  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1012
 DV1012                         *CURRENT SURVEY CONTROL
 DV1012  ___________________________________________________________________
 DV1012* NAD 83(1986)-  33 34 48.     (N)    113 22 10.     (W)     SCALED    
 DV1012* NAVD 88     -       422.70   (+/-2cm)    1386.8    (feet)  VERTCON   
 DV1012  ___________________________________________________________________
 DV1012  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1012
 DV1012.The horizontal coordinates were scaled from a topographic map and have
 DV1012.an estimated accuracy of +/- 6 seconds.
 DV1012
 DV1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1012.The vertical order pertains to the NGVD 29 superseded value.
 DV1012
 DV1012.The geoid height was determined by GEOID03.
 DV1012
 DV1012;                    North         East    Units  Estimated Accuracy
 DV1012;SPC AZ W     -   286,150.      248,690.      MT  (+/- 180 meters Scaled)
 DV1012
 DV1012                          SUPERSEDED SURVEY CONTROL
 DV1012
 DV1012  NGVD 29 (??/??/92)  422.039  (m)         1384.64   (f) ADJ UNCH    2 0
 DV1012
 DV1012.Superseded values are not recommended for survey control.
 DV1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1012.See file dsdata.txt to determine how the superseded data were derived.
 DV1012
 DV1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC800181(NAD 83)
 DV1012_MARKER: DR = REFERENCE MARK DISK
 DV1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1012_STAMPING: CALL NO 2 1962
 DV1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1012+STABILITY: SURFACE MOTION
 DV1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1012+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1012
 DV1012  HISTORY     - Date     Condition        Report By
 DV1012  HISTORY     - 1962     MONUMENTED       CGS
 DV1012  HISTORY     - 20060519 GOOD             GEOCAC
 DV1012
 DV1012                          STATION DESCRIPTION
 DV1012
 DV1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1012'23.5 MI SE FROM SALOME.
 DV1012'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1012'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1012'WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 83
 DV1012'FEET EAST OF THE CENTER OF THE TRACK ROAD, 50.6 FEET SOUTHEAST OF
 DV1012'TRAVERSE STATION CALL, 42.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 DV1012'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV1012
 DV1012                          STATION RECOVERY (2006)
 DV1012
 DV1012'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1012'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE BLADE ROAD IS
 DV1012'AVENUE 75, AND THE WITNESS POST WAS KNOCKED DOWN BUT STILL ATTACHED TO
 DV1012'THE GROUND. HANDHELD COORDINATES ARE
 DV1012'33 34 49.14 (N)   113 22 09.78 (W) (NAD 83).
 DV1012' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0517 ***********************************************************************
 ES0517  DESIGNATION -  CALL RM 2
 ES0517  PID         -  ES0517
 ES0517  STATE/COUNTY-  AZ/COCONINO
 ES0517  USGS QUAD   -  MUNDS PARK (1974)
 ES0517
 ES0517                         *CURRENT SURVEY CONTROL
 ES0517  ___________________________________________________________________
 ES0517* NAD 83(1986)-  34 59 52.     (N)    111 41 14.     (W)     SCALED    
 ES0517* NAVD 88     -      2069.866  (meters)    6790.89   (feet)  ADJUSTED  
 ES0517  ___________________________________________________________________
 ES0517  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ES0517  DYNAMIC HT  -        2066.946 (meters)    6781.31  (feet)  COMP
 ES0517  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ES0517
 ES0517  VERT ORDER  -  SECOND    CLASS 0
 ES0517
 ES0517.The horizontal coordinates were scaled from a topographic map and have
 ES0517.an estimated accuracy of +/- 6 seconds.
 ES0517
 ES0517.The orthometric height was determined by differential leveling
 ES0517.and adjusted in June 1991.
 ES0517
 ES0517.The geoid height was determined by GEOID03.
 ES0517
 ES0517.The dynamic height is computed by dividing the NAVD 88
 ES0517.geopotential number by the normal gravity value computed on the
 ES0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0517.degrees latitude (g = 980.6199 gals.).
 ES0517
 ES0517.The modeled gravity was interpolated from observed gravity values.
 ES0517
 ES0517;                    North         East    Units  Estimated Accuracy
 ES0517;SPC AZ C     -   443,350.      234,300.      MT  (+/- 180 meters Scaled)
 ES0517
 ES0517                          SUPERSEDED SURVEY CONTROL
 ES0517
 ES0517  NGVD 29 (??/??/92) 2068.889  (m)         6787.68   (f) ADJ UNCH    2 0
 ES0517
 ES0517.Superseded values are not recommended for survey control.
 ES0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0517.See file dsdata.txt to determine how the superseded data were derived.
 ES0517
 ES0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372730(NAD 83)
 ES0517_MARKER: DR = REFERENCE MARK DISK
 ES0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0517_STAMPING: CALL NO 2 1959
 ES0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0517+STABILITY: SURFACE MOTION
 ES0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0517+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0517
 ES0517  HISTORY     - Date     Condition        Report By
 ES0517  HISTORY     - 1959     MONUMENTED       CGS
 ES0517  HISTORY     - 20071112 GOOD             GEOCAC
 ES0517
 ES0517                          STATION DESCRIPTION
 ES0517
 ES0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0517'13.0 MI S FROM FLAGSTAFF.
 ES0517'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0517'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0517'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0517'HIGHWAY 17, THENCE 9.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO A
 ES0517'HIGH CUT BANK, 142 FEET SOUTH OF THE WITNESS SIGN, 3 FEET EAST OF THE
 ES0517'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ES0517'THAT PROJECTS 4 INCHES.
 ES0517
 ES0517                          STATION RECOVERY (2007)
 ES0517
 ES0517'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0517'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0517'34 59 53.3 (N)   111 41 13.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1135 ***********************************************************************
 ES1135  DESIGNATION -  CALLOWAY
 ES1135  PID         -  ES1135
 ES1135  STATE/COUNTY-  AZ/COCONINO
 ES1135  USGS QUAD   -  CALLOWAY BUTTE (1965)
 ES1135
 ES1135                         *CURRENT SURVEY CONTROL
 ES1135  ___________________________________________________________________
 ES1135* NAD 83(1992)-  34 31 46.06454(N)    111 28 58.96604(W)     ADJUSTED  
 ES1135* NAVD 88     -      2091.9    (meters)    6863.     (feet)  VERTCON   
 ES1135  ___________________________________________________________________
 ES1135  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 ES1135  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 ES1135  HORZ ORDER  -  THIRD
 ES1135
 ES1135.The horizontal coordinates were established by classical geodetic methods
 ES1135.and adjusted by the National Geodetic Survey in August 1993.
 ES1135
 ES1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1135
 ES1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1135
 ES1135.The geoid height was determined by GEOID03.
 ES1135
 ES1135;                    North         East     Units Scale Factor Converg.
 ES1135;SPC AZ C     -   391,465.126   253,165.843   MT  0.99991952   +0 14 44.9
 ES1135;SPC AZ C     - 1,284,334.40    830,596.60   iFT  0.99991952   +0 14 44.9
 ES1135;UTM  12      - 3,820,970.176   455,670.216   MT  0.99962422   -0 16 25.7
 ES1135
 ES1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1135!SPC AZ C     -   0.99967556  x   0.99991952  =   0.99959510
 ES1135!UTM  12      -   0.99967556  x   0.99962422  =   0.99929990
 ES1135
 ES1135|---------------------------------------------------------------------|
 ES1135| PID    Reference Object                     Distance      Geod. Az  |
 ES1135|                                                           dddmmss.s |
 ES1135| CS3967 CALLOWAY RM 1                         3.139 METERS 21453     |
 ES1135| ES1143 Y=TANK ALOMA                        APPROX.12.3 KM 2591753.4 |
 ES1135| CS3968 CALLOWAY RM 2                         6.035 METERS 34628     |
 ES1135|---------------------------------------------------------------------|
 ES1135
 ES1135                          SUPERSEDED SURVEY CONTROL
 ES1135
 ES1135  NAD 83(1986)-  34 31 46.05699(N)    111 28 58.96930(W) AD(       ) 3
 ES1135  NGVD 29 (04/23/90) 2091.0    (m)         6860.     (f) VERT ANG    3  
 ES1135
 ES1135.Superseded values are not recommended for survey control.
 ES1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1135.See file dsdata.txt to determine how the superseded data were derived.
 ES1135
 ES1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5567020970(NAD 83)
 ES1135_MARKER: DS = TRIANGULATION STATION DISK
 ES1135_SETTING: 80 = SET IN A BOULDER
 ES1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1135+STABILITY: SURFACE MOTION
 ES1135
 ES1135  HISTORY     - Date     Condition        Report By
 ES1135  HISTORY     - 1933     MONUMENTED       USGS
 ES1135
 ES1135                          STATION DESCRIPTION
 ES1135
 ES1135'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 ES1135'LOCATED 3 MI S. OF NEW TANK.  ON HIGHEST POINT OF SMALL HILL
 ES1135'LOCALLY KNOWN AS CALLOWAY BUTTE.
 ES1135'
 ES1135'TO REACH, TAKE SECOND-CLASS RD. WHICH LEAVES MAIN HWY. NEAR LONG
 ES1135'VALLEY IN WESTERLY DIRECTION TO NEW TANK AND PASSES BETWEEN TANK
 ES1135'AND CALLOWAY BUTTE.
 ES1135'
 ES1135'STATION MARK--STANDARD BRONZE TABLET STAMPED---CALLOWAY 1933---, IN
 ES1135'LARGE ROCK.
 ES1135'
 ES1135'RM 1--STANDARD RM TABLET STAMPED---CALLOWAY NO 1 1933---, IN ROCK.
 ES1135'
 ES1135'RM 2--STANDARD RM TABLET STAMPED---CALLOWAY NO 2 1933---, IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0204 ***********************************************************************
 DU0204  DESIGNATION -  CALVA
 DU0204  PID         -  DU0204
 DU0204  STATE/COUNTY-  AZ/GRAHAM
 DU0204  USGS QUAD   -  CALVA (1989)
 DU0204
 DU0204                         *CURRENT SURVEY CONTROL
 DU0204  ___________________________________________________________________
 DU0204* NAD 83(1992)-  33 10 41.75582(N)    110 10 42.92066(W)     ADJUSTED  
 DU0204* NAVD 88     -       789.452  (meters)    2590.06   (feet)  ADJUSTED  
 DU0204  ___________________________________________________________________
 DU0204  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DU0204  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0204  DYNAMIC HT  -         788.378 (meters)    2586.54  (feet)  COMP
 DU0204  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 DU0204
 DU0204  HORZ ORDER  -  FIRST
 DU0204  VERT ORDER  -  SECOND    CLASS 0
 DU0204
 DU0204.The horizontal coordinates were established by classical geodetic methods
 DU0204.and adjusted by the National Geodetic Survey in August 1993.
 DU0204
 DU0204.The orthometric height was determined by differential leveling
 DU0204.and adjusted in June 1991.
 DU0204
 DU0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0204
 DU0204.The geoid height was determined by GEOID03.
 DU0204
 DU0204.The dynamic height is computed by dividing the NAVD 88
 DU0204.geopotential number by the normal gravity value computed on the
 DU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0204.degrees latitude (g = 980.6199 gals.).
 DU0204
 DU0204.The modeled gravity was interpolated from observed gravity values.
 DU0204
 DU0204;                    North         East     Units Scale Factor Converg.
 DU0204;SPC AZ E     -   241,520.351   212,248.170   MT  0.99990002   -0 00 23.5
 DU0204;SPC AZ E     -   792,389.60    696,352.26   iFT  0.99990002   -0 00 23.5
 DU0204;UTM  12      - 3,671,350.171   576,579.167   MT  0.99967230   +0 26 58.3
 DU0204
 DU0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0204!SPC AZ E     -   0.99988032  x   0.99990002  =   0.99978035
 DU0204!UTM  12      -   0.99988032  x   0.99967230  =   0.99955266
 DU0204
 DU0204|---------------------------------------------------------------------|
 DU0204| PID    Reference Object                     Distance      Geod. Az  |
 DU0204|                                                           dddmmss.s |
 DU0204| DU1957 CALVA WINDMILL                      104.551 METERS 00514     |
 DU0204| CD1734 HIGHWAY 70 STA 1362+59                             1142321.0 |
 DU0204| DU0205 CALVA RM 1                           13.857 METERS 12119     |
 DU0204| DU0203 CALVA RM 2                            9.688 METERS 21017     |
 DU0204| DU1958 CALVA SUSPENSION TOWER              APPROX. 1.2 KM 3421321.6 |
 DU0204|---------------------------------------------------------------------|
 DU0204
 DU0204                          SUPERSEDED SURVEY CONTROL
 DU0204
 DU0204  NAD 83(1986)-  33 10 41.75172(N)    110 10 42.92081(W) AD(       ) 1
 DU0204  NAD 27      -  33 10 41.54500(N)    110 10 40.59800(W) AD(       ) 1
 DU0204  NGVD 29 (??/??/92)  788.872  (m)         2588.16   (f) ADJ UNCH    2 0
 DU0204
 DU0204.Superseded values are not recommended for survey control.
 DU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0204.See file dsdata.txt to determine how the superseded data were derived.
 DU0204
 DU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7657971350(NAD 83)
 DU0204_MARKER: DS = TRIANGULATION STATION DISK
 DU0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0204_STAMPING: CALVA 1945
 DU0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0204+STABILITY: SURFACE MOTION
 DU0204
 DU0204  HISTORY     - Date     Condition        Report By
 DU0204  HISTORY     - 1945     MONUMENTED       CGS
 DU0204  HISTORY     - 1952     GOOD             CGS
 DU0204  HISTORY     - 1952     GOOD             NGS
 DU0204  HISTORY     - 1967     GOOD             AMS
 DU0204
 DU0204                          STATION DESCRIPTION
 DU0204
 DU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU0204'STATION IS 21 MILES (AIR LINE) E OF THE COOLIDGE DAM, 9 MILES
 DU0204'NNE OF MT. TURNBULL, AND 4-1/2 MILES NW OF BYLAS.
 DU0204'
 DU0204'TO REACH STATION FROM THE POST OFFICE IN BYLAS, GO NW ON U.S.
 DU0204'HIGHWAY 70 FOR 4.7 MILES TO A CONCRETE HIGHWAY BRIDGE.  CONTINUE
 DU0204'FOR 0.15 MILE TO STATION ON THE LEFT (S).
 DU0204'
 DU0204'STATION IS 343 FEET S OF A WINDMILL WHICH IS JUST SE OF SOME
 DU0204'SMALL BUILDINGS.  IT IS 60 FEET NNE OF THE CENTER OF THE
 DU0204'SOUTHERN PACIFIC CO. RAILROAD TRACK, 10 FEET NNE OF A WIRE
 DU0204'RIGHT-OF-WAY FENCE, 39 FEET SSW OF THE CENTER LINE OF U.S.
 DU0204'HIGHWAY 70 OPPOSITE THE SIGN ARIZONA U.S. 70, AND 6 FEET N OF A
 DU0204'4 INCH SQUARE WHITE WITNESS POST.  STATION MARK IS A BRONZE
 DU0204'STATION DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 DU0204'INCHES ABOVE THE GROUND AND IS STAMPED CALVA 1945.
 DU0204'UNDERGROUND MARK - BRONZE DISK IN CONCRETE.
 DU0204'
 DU0204'REFERENCE MARK 1 IS ESE OF THE STATION AND AT ABOUT THE SAME
 DU0204'LEVEL.  IT IS 7-1/2 FEET NNE OF THE WIRE RIGHT-OF-WAY FENCE.
 DU0204'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST
 DU0204'WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED CALVA
 DU0204'NO 1 1945.
 DU0204'
 DU0204'REFERENCE MARK 2 IS SSW OF THE STATION AND ABOUT 1/2 FOOT
 DU0204'HIGHER.  IT IS 28 FEET NNE OF THE CENTER OF THE RAILROAD TRACK.
 DU0204'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST
 DU0204'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED CALVA
 DU0204'NO 2 1945.
 DU0204'
 DU0204'AZIMUTH MARK IS 0.45 MILE ESE OF THE STATION.  IT IS LOCATED
 DU0204'IN THE CENTER OF A LARGE CONCRETE CULVERT HEADWALL ON THE S
 DU0204'SIDE OF U.S. HIGHWAY 70.  IT IS AN ARIZONA HIGHWAY DEPARTMENT
 DU0204'BENCH-MARK DISK SET IN THE TOP OF THE S HEADWALL AND IS STAMPED
 DU0204'1362+5 9.
 DU0204'
 DU0204'A METAL WINDMILL IS LOCATED 343 FEET N OF THE STATION AND 40 FEET
 DU0204'NNE OF A RIGHT-OF-WAY FENCE.  IT IS 32 FEET HIGH AND HAS ABOUT
 DU0204'A 6-FOOT WHEEL.
 DU0204
 DU0204                          STATION RECOVERY (1952)
 DU0204
 DU0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DU0204'STATION IS LOCATED 21 MILES (AIRLINE) E OF COOLIDGE DAM, 9
 DU0204'MILES NNE OF MT. TURNBULL, AND 4-1/2 MILES NW OF BYLAS.  THE
 DU0204'STATION AND BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 DU0204'ALL ARE IN EXCELLENT CONDITION.
 DU0204
 DU0204                          STATION RECOVERY (1952)
 DU0204
 DU0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DU0204'0.9 MI SE FROM CALVA.
 DU0204'0.9 MILE SOUTHEAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN
 DU0204'PACIFIC COMPANY RAILROAD STATION AT CALVA, ACROSS THE HIGHWAY OF THE
 DU0204'RANCH HOUSE, 343 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A WINDMILL,
 DU0204'59.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 DU0204'COMPANY RAILROAD, 39.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DU0204'HIGHWAY, 10.0 FEET NORTHEAST OF A FENCE, 6 FEET NORTH OF A WITNESS
 DU0204'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DU0204'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DU0204
 DU0204                          STATION RECOVERY (1967)
 DU0204
 DU0204'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU0204'STATION IS LOCATED APPROXIMATELY 21.0 AIRMILES (E) OF COOLIDGE DAM
 DU0204'AND 5.0 AIRMILES (NW) OF BYLAS AND 37.0 FT (SW) OF OLD HWY 70.
 DU0204'
 DU0204'TO REACH STATION FROM PO IN BYLAS GO (NW) ON U.S. HWY 70 FOR
 DU0204'2.7 MI TO PAVED ROAD ON LEFT (PAVED ROAD IS OLD U.S. HWY 70),
 DU0204'TURN LEFT AND GO 3.0 MI TO CONCRETE BRIDGE, CONTINUE FOR 0.15
 DU0204'MI TO STATION ON LEFT.  STATION IS 5.0 M (N) OF POWERLINE, MAG
 DU0204'AZ 20 DEG AND 18.0 M (N) OF CENTERLINE OF R.R., MAG AZ OF 20 DEG,
 DU0204'11.89 M (SSW) OF CENTERLINE OF COOLIDGE DAM RD.
 DU0204'
 DU0204'STATION MARK IS A STANDARD USC AND GS BRONZE DISK STAMPED
 DU0204'CALVA 1945 SET IN A CONCRETE POST ABOUT 3 INCHES ABOVE THE GROUND.
 DU0204'
 DU0204'R.M. 1 IS A STANDARD USC AND GS DISK SET IN CONCRETE STAMPED
 DU0204'CALVA NO 1 1945.  FROM THE STATION IT IS (E) ON A MAG AZ OF
 DU0204'110 DEG AT A DISTANCE OF 13.865 M AND A DE OF -0.03 M.
 DU0204'
 DU0204'R.M. 2 WAS SEARCHED FOR BUT NOT FOUND.
 DU0204'
 DU0204'AZ MARK SEARCHED FOR BUT NOT RECOVERED.
 DU0204'
 DU0204'VIEW FROM TRIPOD HEIGHT 1.5 M GOOD EXCEPT FROM MAG AZ 167 DEG
 DU0204'TO 190 DEG A RIDGE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0205 ***********************************************************************
 DU0205  DESIGNATION -  CALVA RM 1
 DU0205  PID         -  DU0205
 DU0205  STATE/COUNTY-  AZ/GRAHAM
 DU0205  USGS QUAD   -  CALVA (1989)
 DU0205
 DU0205                         *CURRENT SURVEY CONTROL
 DU0205  ___________________________________________________________________
 DU0205* NAD 83(1986)-  33 10 41.     (N)    110 10 42.     (W)     SCALED    
 DU0205* NAVD 88     -       789.421  (meters)    2589.96   (feet)  ADJUSTED  
 DU0205  ___________________________________________________________________
 DU0205  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0205  DYNAMIC HT  -         788.348 (meters)    2586.44  (feet)  COMP
 DU0205  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 DU0205
 DU0205  VERT ORDER  -  SECOND    CLASS 0
 DU0205
 DU0205.The horizontal coordinates were scaled from a topographic map and have
 DU0205.an estimated accuracy of +/- 6 seconds.
 DU0205
 DU0205.The orthometric height was determined by differential leveling
 DU0205.and adjusted in June 1991.
 DU0205
 DU0205.The geoid height was determined by GEOID03.
 DU0205
 DU0205.The dynamic height is computed by dividing the NAVD 88
 DU0205.geopotential number by the normal gravity value computed on the
 DU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0205.degrees latitude (g = 980.6199 gals.).
 DU0205
 DU0205.The modeled gravity was interpolated from observed gravity values.
 DU0205
 DU0205;                    North         East    Units  Estimated Accuracy
 DU0205;SPC AZ E     -   241,500.      212,270.      MT  (+/- 180 meters Scaled)
 DU0205
 DU0205                          SUPERSEDED SURVEY CONTROL
 DU0205
 DU0205  NGVD 29 (??/??/92)  788.841  (m)         2588.06   (f) ADJ UNCH    2 0
 DU0205
 DU0205.Superseded values are not recommended for survey control.
 DU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0205.See file dsdata.txt to determine how the superseded data were derived.
 DU0205
 DU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB766713(NAD 83)
 DU0205_MARKER: DR = REFERENCE MARK DISK
 DU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0205_STAMPING: CALVA NO. 1 1945
 DU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0205+STABILITY: SURFACE MOTION
 DU0205
 DU0205  HISTORY     - Date     Condition        Report By
 DU0205  HISTORY     - 1945     MONUMENTED       CGS
 DU0205  HISTORY     - 1952     GOOD             NGS
 DU0205
 DU0205                          STATION DESCRIPTION
 DU0205
 DU0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0205'0.9 MI SE FROM CALVA.
 DU0205'0.9 MILE SOUTHEAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN
 DU0205'PACIFIC COMPANY RAILROAD STATION AT CALVA, ACROSS HIGHWAY FROM A RANCH
 DU0205'HOUSE, 52.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN
 DU0205'PACIFIC COMPANY RAILROAD TRACK, 45.4 FEET SOUTHEAST OF TRIANGULATION
 DU0205'STATION CALVA, 7.4 FEET NORTHEAST OF A WIRE FENCE, ABOUT 1 FOOT HIGHER
 DU0205'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DU0205'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0203 ***********************************************************************
 DU0203  DESIGNATION -  CALVA RM 2
 DU0203  PID         -  DU0203
 DU0203  STATE/COUNTY-  AZ/GRAHAM
 DU0203  USGS QUAD   -  CALVA (1989)
 DU0203
 DU0203                         *CURRENT SURVEY CONTROL
 DU0203  ___________________________________________________________________
 DU0203* NAD 83(1986)-  33 10 41.     (N)    110 10 42.     (W)     SCALED    
 DU0203* NAVD 88     -       789.791  (meters)    2591.17   (feet)  ADJUSTED  
 DU0203  ___________________________________________________________________
 DU0203  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0203  DYNAMIC HT  -         788.717 (meters)    2587.65  (feet)  COMP
 DU0203  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 DU0203
 DU0203  VERT ORDER  -  SECOND    CLASS 0
 DU0203
 DU0203.The horizontal coordinates were scaled from a topographic map and have
 DU0203.an estimated accuracy of +/- 6 seconds.
 DU0203
 DU0203.The orthometric height was determined by differential leveling
 DU0203.and adjusted in June 1991.
 DU0203
 DU0203.The geoid height was determined by GEOID03.
 DU0203
 DU0203.The dynamic height is computed by dividing the NAVD 88
 DU0203.geopotential number by the normal gravity value computed on the
 DU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0203.degrees latitude (g = 980.6199 gals.).
 DU0203
 DU0203.The modeled gravity was interpolated from observed gravity values.
 DU0203
 DU0203;                    North         East    Units  Estimated Accuracy
 DU0203;SPC AZ E     -   241,500.      212,270.      MT  (+/- 180 meters Scaled)
 DU0203
 DU0203                          SUPERSEDED SURVEY CONTROL
 DU0203
 DU0203  NGVD 29 (??/??/92)  789.212  (m)         2589.27   (f) ADJ UNCH    2 0
 DU0203
 DU0203.Superseded values are not recommended for survey control.
 DU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0203.See file dsdata.txt to determine how the superseded data were derived.
 DU0203
 DU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB766713(NAD 83)
 DU0203_MARKER: DR = REFERENCE MARK DISK
 DU0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0203_STAMPING: CALVA NO. 2 1945
 DU0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0203+STABILITY: SURFACE MOTION
 DU0203
 DU0203  HISTORY     - Date     Condition        Report By
 DU0203  HISTORY     - 1945     MONUMENTED       CGS
 DU0203  HISTORY     - 1952     GOOD             NGS
 DU0203
 DU0203                          STATION DESCRIPTION
 DU0203
 DU0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0203'0.9 MI SE FROM CALVA.
 DU0203'0.9 MILE SOUTHEAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN
 DU0203'PACIFIC COMPANY RAILROAD STATION AT CALVA, ACROSS THE HIGHWAY FROM THE
 DU0203'RANCH HOUSE, 70.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DU0203'22.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 DU0203'COMPANY RAILROAD TRACK, 31.7 FEET SOUTHWEST OF TRIANGULATION STATION
 DU0203'CALVA, 21.0 FEET SOUTHWEST OF A WIRE FENCE, ABOUT 1 1/2 FEET HIGHER
 DU0203'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DU0203'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1958 ***********************************************************************
 DU1958  DESIGNATION -  CALVA SUSPENSION TOWER
 DU1958  PID         -  DU1958
 DU1958  STATE/COUNTY-  AZ/GRAHAM
 DU1958  USGS QUAD   -  CALVA (1989)
 DU1958
 DU1958                         *CURRENT SURVEY CONTROL
 DU1958  ___________________________________________________________________
 DU1958* NAD 83(1992)-  33 11 18.15539(N)    110 10 56.80083(W)     ADJUSTED  
 DU1958* NAVD 88     -              **(meters)            **(feet)            
 DU1958  ___________________________________________________________________
 DU1958  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DU1958  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU1958  HORZ ORDER  -  THIRD
 DU1958
 DU1958.The horizontal coordinates were established by classical geodetic methods
 DU1958.and adjusted by the National Geodetic Survey in August 1993.
 DU1958
 DU1958
 DU1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1958
 DU1958.The geoid height was determined by GEOID03.
 DU1958
 DU1958;                    North         East     Units Scale Factor Converg.
 DU1958;SPC AZ E     -   242,641.673   211,888.783   MT  0.99990003   -0 00 31.1
 DU1958;SPC AZ E     -   796,068.48    695,173.17   iFT  0.99990003   -0 00 31.1
 DU1958;UTM  12      - 3,672,468.342   576,210.949   MT  0.99967161   +0 26 51.2
 DU1958
 DU1958                          SUPERSEDED SURVEY CONTROL
 DU1958
 DU1958  NAD 83(1986)-  33 11 18.15125(N)    110 10 56.80145(W) AD(       ) 4
 DU1958  NAD 27      -  33 11 17.94400(N)    110 10 54.47900(W) AD(       ) 3
 DU1958
 DU1958.Superseded values are not recommended for survey control.
 DU1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1958.See file dsdata.txt to determine how the superseded data were derived.
 DU1958
 DU1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7621172468(NAD 83)
 DU1958_MARKER: 55 = TOWER
 DU1958
 DU1958  HISTORY     - Date     Condition        Report By
 DU1958  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1958
 DU1958                          STATION DESCRIPTION
 DU1958
 DU1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1958'THE NW ONE OF FOUR HIGH STEEL TOWERS SUPPORTING TELEPHONE WIRES
 DU1958'ACROSS THE GILA RIVER, NEAR THE INDIAN VILLAGE OF CALVA.  TWO
 DU1958'TOWERS ARE ON EACH SIDE OF THE RIVER.  THEY ARE PAINTED ALUMINUM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1957 ***********************************************************************
 DU1957  DESIGNATION -  CALVA WINDMILL
 DU1957  PID         -  DU1957
 DU1957  STATE/COUNTY-  AZ/GRAHAM
 DU1957  USGS QUAD   -  CALVA (1989)
 DU1957
 DU1957                         *CURRENT SURVEY CONTROL
 DU1957  ___________________________________________________________________
 DU1957* NAD 83(1992)-  33 10 45.13531(N)    110 10 42.55236(W)     ADJUSTED  
 DU1957* NAVD 88     -              **(meters)            **(feet)            
 DU1957  ___________________________________________________________________
 DU1957  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DU1957  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU1957  HORZ ORDER  -  THIRD
 DU1957
 DU1957.The horizontal coordinates were established by classical geodetic methods
 DU1957.and adjusted by the National Geodetic Survey in August 1993.
 DU1957
 DU1957
 DU1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1957
 DU1957.The geoid height was determined by GEOID03.
 DU1957
 DU1957;                    North         East     Units Scale Factor Converg.
 DU1957;SPC AZ E     -   241,624.453   212,257.722   MT  0.99990001   -0 00 23.3
 DU1957;SPC AZ E     -   792,731.15    696,383.60   iFT  0.99990001   -0 00 23.3
 DU1957;UTM  12      - 3,671,454.323   576,587.889   MT  0.99967232   +0 26 58.6
 DU1957
 DU1957                          SUPERSEDED SURVEY CONTROL
 DU1957
 DU1957  NAD 83(1986)-  33 10 45.13120(N)    110 10 42.55252(W) AD(       ) 4
 DU1957  NAD 27      -  33 10 44.92400(N)    110 10 40.23000(W) AD(       ) 3
 DU1957
 DU1957.Superseded values are not recommended for survey control.
 DU1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1957.See file dsdata.txt to determine how the superseded data were derived.
 DU1957
 DU1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7658871454(NAD 83)
 DU1957_MARKER: 66 = WINDMILL
 DU1957
 DU1957  HISTORY     - Date     Condition        Report By
 DU1957  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1957
 DU1957                          STATION DESCRIPTION
 DU1957
 DU1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DU1957'STATION CALVA IS 343 FEET S OF A WINDMILL WHICH IS JUST SE OF SOME
 DU1957'SMALL BUILDINGS.  IT IS 60 FEET NNE OF THE CENTER OF THE
 DU1957'SOUTHERN PACIFIC CO. RAILROAD TRACK, 10 FEET NNE OF A WIRE
 DU1957'RIGHT-OF-WAY FENCE, 39 FEET SSW OF THE CENTER LINE OF U.S.
 DU1957'HIGHWAY 70 OPPOSITE THE SIGN ARIZONA U.S. 70, AND 6 FEET N OF A
 DU1957'4 INCH SQUARE WHITE WITNESS POST.  STATION MARK IS A BRONZE
 DU1957'STATION DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 DU1957'INCHES ABOVE THE GROUND AND IS STAMPED CALVA 1945.
 DU1957'
 DU1957'A METAL WINDMILL IS LOCATED 343 FEET N OF STATION CALVA AND 40 FEET
 DU1957'NNE OF A RIGHT-OF-WAY FENCE.  IT IS 32 FEET HIGH AND HAS ABOUT
 DU1957'A 6-FOOT WHEEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1533 ***********************************************************************
 DA1533  DESIGNATION -  CAM
 DA1533  PID         -  DA1533
 DA1533  STATE/COUNTY-  AZ/PIMA
 DA1533  USGS QUAD   -  AJO SOUTH (1990)
 DA1533
 DA1533                         *CURRENT SURVEY CONTROL
 DA1533  ___________________________________________________________________
 DA1533* NAD 83(1992)-  32 19 23.29491(N)    112 46 18.21238(W)     ADJUSTED  
 DA1533* NAVD 88     -       503.9    (meters)    1653.     (feet)  VERTCON   
 DA1533  ___________________________________________________________________
 DA1533  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DA1533  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA1533  HORZ ORDER  -  SECOND
 DA1533
 DA1533.The horizontal coordinates were established by classical geodetic methods
 DA1533.and adjusted by the National Geodetic Survey in August 1993.
 DA1533
 DA1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1533
 DA1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1533
 DA1533.The geoid height was determined by GEOID03.
 DA1533
 DA1533;                    North         East     Units Scale Factor Converg.
 DA1533;SPC AZ C     -   147,017.253   132,854.203   MT  0.99997990   -0 27 26.0
 DA1533;SPC AZ C     -   482,340.07    435,873.37   iFT  0.99997990   -0 27 26.0
 DA1533;UTM  12      - 3,577,632.926   333,229.150   MT  0.99994298   -0 56 51.2
 DA1533
 DA1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1533!SPC AZ C     -   0.99992585  x   0.99997990  =   0.99990575
 DA1533!UTM  12      -   0.99992585  x   0.99994298  =   0.99986883
 DA1533
 DA1533|---------------------------------------------------------------------|
 DA1533| PID    Reference Object                     Distance      Geod. Az  |
 DA1533|                                                           dddmmss.s |
 DA1533| CH4920 CAM RM 1                             11.539 METERS 14114     |
 DA1533| DA1534 DARBY                               APPROX. 5.6 KM 3053911.2 |
 DA1533| CH4921 CAM RM 2                             11.592 METERS 32239     |
 DA1533|---------------------------------------------------------------------|
 DA1533
 DA1533                          SUPERSEDED SURVEY CONTROL
 DA1533
 DA1533  NAD 83(1986)-  32 19 23.28345(N)    112 46 18.21773(W) AD(       ) 2
 DA1533  NAD 27      -  32 19 23.06628(N)    112 46 15.67985(W) AD(       ) 2
 DA1533  NGVD 29 (07/19/86)  503.2    (m)         1651.     (f) VERT ANG    3  
 DA1533
 DA1533.Superseded values are not recommended for survey control.
 DA1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1533.See file dsdata.txt to determine how the superseded data were derived.
 DA1533
 DA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3322977633(NAD 83)
 DA1533_MARKER: DD = SURVEY DISK
 DA1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1533+STABILITY: SURFACE MOTION
 DA1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1533+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1533
 DA1533  HISTORY     - Date     Condition        Report By
 DA1533  HISTORY     - 1977     MONUMENTED       AZDT
 DA1533  HISTORY     - 20060220 GOOD             USPSQD
 DA1533
 DA1533                          STATION DESCRIPTION
 DA1533
 DA1533'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1533'THE STATION IS ABOUT 6.5 MILES EAST-SOUTHEAST OF AJO ALONG THE
 DA1533'EAST R/W OF ARIZONA HWY. 85-86.
 DA1533'
 DA1533'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CAM 1977 AND
 DA1533'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED WITH A WITNESS
 DA1533'POST AND SIGN 2.6 FEET TO THE EAST NORTHEAST.  THE STATION IS 64
 DA1533'FEET NORTHEAST OF HWY. CENTERLINE AND INSIDE THE R/W FENCELINE.
 DA1533'
 DA1533'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CAM RM 2
 DA1533'1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 64 FEET
 DA1533'EAST OF HWY. CENTERLINE.
 DA1533'
 DA1533'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CAM RM 1
 DA1533'1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 61 FEET
 DA1533'EAST OF HWY. CENTERLINE.
 DA1533'
 DA1533'TO REACH THE STATION FROM THE PLAZA IN AJO, TRAVEL SOUTHEAST ON
 DA1533'ARIZONA HWY. 85-86 TO MILE POST 48.65 AND THE STATION ON THE LEFT
 DA1533'INSIDE THE R/W FENCELINE.
 DA1533'
 DA1533'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1533
 DA1533                          STATION RECOVERY (2006)
 DA1533
 DA1533'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1533'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2217 ***********************************************************************
 DU2217  DESIGNATION -  CAMELS BACK
 DU2217  PID         -  DU2217
 DU2217  STATE/COUNTY-  AZ/MARICOPA
 DU2217  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2217
 DU2217                         *CURRENT SURVEY CONTROL
 DU2217  ___________________________________________________________________
 DU2217* NAD 83(1992)-  33 30 53.02626(N)    111 57 41.75788(W)     ADJUSTED  
 DU2217* NAVD 88     -       825.3    (meters)    2708.     (feet)  VERTCON   
 DU2217  ___________________________________________________________________
 DU2217  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2217  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2217  HORZ ORDER  -  FIRST
 DU2217
 DU2217.The horizontal coordinates were established by classical geodetic methods
 DU2217.and adjusted by the National Geodetic Survey in August 1993.
 DU2217
 DU2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2217
 DU2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2217
 DU2217.The geoid height was determined by GEOID03.
 DU2217
 DU2217;                    North         East     Units Scale Factor Converg.
 DU2217;SPC AZ C     -   278,834.898   209,185.860   MT  0.99990021   -0 01 29.3
 DU2217;SPC AZ C     -   914,812.66    686,305.31   iFT  0.99990021   -0 01 29.3
 DU2217;UTM  12      - 3,708,766.079   410,694.959   MT  0.99969832   -0 31 51.5
 DU2217
 DU2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2217!SPC AZ C     -   0.99987510  x   0.99990021  =   0.99977533
 DU2217!UTM  12      -   0.99987510  x   0.99969832  =   0.99957346
 DU2217
 DU2217:                Primary Azimuth Mark                     Grid Az
 DU2217:SPC AZ C     -  CAMELS BACK AZ MK                        090 06 02.8
 DU2217:UTM  12      -  CAMELS BACK AZ MK                        090 36 25.0
 DU2217
 DU2217|---------------------------------------------------------------------|
 DU2217| PID    Reference Object                     Distance      Geod. Az  |
 DU2217|                                                           dddmmss.s |
 DU2217| CH4922 CAMELS BACK AZ MK                                  0900433.5 |
 DU2217| CH4925 CAMELS BACK RM 3                     10.118 METERS 15754     |
 DU2217| DU2182 GOVERNOR HUNTS TOMB                 APPROX. 7.2 KM 1670324.4 |
 DU2217| CH4923 CAMELS BACK RM 1                     14.462 METERS 21244     |
 DU2217| CH4924 CAMELS BACK RM 2                      6.011 METERS 34012     |
 DU2217|---------------------------------------------------------------------|
 DU2217
 DU2217                          SUPERSEDED SURVEY CONTROL
 DU2217
 DU2217  NAD 83(1986)-  33 30 53.02096(N)    111 57 41.76268(W) AD(       ) 1
 DU2217  NAD 27      -  33 30 52.86500(N)    111 57 39.23900(W) AD(       ) 1
 DU2217  NGVD 29 (07/19/86)  824.7    (m)         2706.     (f) VERT ANG    3  
 DU2217
 DU2217.Superseded values are not recommended for survey control.
 DU2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2217.See file dsdata.txt to determine how the superseded data were derived.
 DU2217
 DU2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1069508766(NAD 83)
 DU2217_MARKER: DS = TRIANGULATION STATION DISK
 DU2217_SETTING: 80 = SET IN A BOULDER
 DU2217_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2217
 DU2217  HISTORY     - Date     Condition        Report By
 DU2217  HISTORY     - 1935     MONUMENTED       CGS
 DU2217  HISTORY     - 1942     MARK NOT FOUND   CGS
 DU2217  HISTORY     - 1947     SEE DESCRIPTION  CGS
 DU2217
 DU2217                          STATION DESCRIPTION
 DU2217
 DU2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2217'ABOUT 10 MILES NORTHEAST OF PHOENIX, ON THE WEST END AND
 DU2217'HIGHEST POINT OF A PROMINENT MOUNTAIN KNOWN LOCALLY AS CAMELS
 DU2217'BACK.  MARKED BY A STANDARD BRONZE DISK.
 DU2217'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2217'IS 14.462 METERS (47.45 FEET) FROM STATION
 DU2217'S 32 DEG 44 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2217'REFERENCE DISK, IS 6.011 METERS (19.72 FEET) FROM
 DU2217'STATION N 19 DEG 48 MIN W.  REFERENCE MARK NO. 3,
 DU2217'A STANDARD BRONZE REFERENCE DISK, IS 10.118 METERS
 DU2217'(33.20 FEET) FROM STATION S 22 DEG 06 MIN E.  THE
 DU2217'AZIMUTH MARK, A STANDARD BRONZE DISK, IS AT THE ENTRANCE TO
 DU2217'DR. HOLMES PROPERTY, ON THE TOP OF A 4-FOOT STONE POST, ON
 DU2217'THE SOUTH SIDE OF THE ENTRANCE.  IT IS ABOUT 1 MILE FROM
 DU2217'STATION S 89 DEG 55 MIN E.
 DU2217
 DU2217                          STATION RECOVERY (1942)
 DU2217
 DU2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DU2217'THE STATION WAS NOT FOUND NOR WERE REFERENCE MARKS NO. 1 AND
 DU2217'NO. 3.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION AS
 DU2217'ALSO WAS THE AZIMUTH MARK.  THE STATION WAS SEARCHED FOR IN
 DU2217'ITS APPROXIMATE LOCATION BUT WASNT FOUND.
 DU2217
 DU2217                          STATION RECOVERY (1947)
 DU2217
 DU2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2217'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK HAVE BEEN
 DU2217'COMPLETELY DESTROYED.  TRIANGULATION STATION CAMELS BACK 2
 DU2217'1947 WAS ESTABLISHED IN THE SAME VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2273 ***********************************************************************
 DU2273  DESIGNATION -  CAMELS BACK
 DU2273  PID         -  DU2273
 DU2273  STATE/COUNTY-  AZ/MARICOPA
 DU2273  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2273
 DU2273                         *CURRENT SURVEY CONTROL
 DU2273  ___________________________________________________________________
 DU2273* NAD 83(1992)-  33 30 52.88161(N)    111 57 41.68782(W)     ADJUSTED  
 DU2273* NAVD 88     -       824.7    (meters)    2706.     (feet)  VERTCON   
 DU2273  ___________________________________________________________________
 DU2273  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2273  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2273  HORZ ORDER  -  THIRD
 DU2273
 DU2273.The horizontal coordinates were established by classical geodetic methods
 DU2273.and adjusted by the National Geodetic Survey in August 1993.
 DU2273
 DU2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2273
 DU2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2273
 DU2273.The geoid height was determined by GEOID03.
 DU2273
 DU2273;                    North         East     Units Scale Factor Converg.
 DU2273;SPC AZ C     -   278,830.441   209,187.666   MT  0.99990021   -0 01 29.3
 DU2273;SPC AZ C     -   914,798.03    686,311.24   iFT  0.99990021   -0 01 29.3
 DU2273;UTM  12      - 3,708,761.607   410,696.725   MT  0.99969832   -0 31 51.5
 DU2273
 DU2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2273!SPC AZ C     -   0.99987520  x   0.99990021  =   0.99977542
 DU2273!UTM  12      -   0.99987520  x   0.99969832  =   0.99957356
 DU2273
 DU2273                          SUPERSEDED SURVEY CONTROL
 DU2273
 DU2273  NAD 83(1986)-  33 30 52.87866(N)    111 57 41.69542(W) AD(       ) 3
 DU2273  NGVD 29 (04/26/91)  824.1    (m)         2704.     (f) VERT ANG    3  
 DU2273
 DU2273.Superseded values are not recommended for survey control.
 DU2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2273.See file dsdata.txt to determine how the superseded data were derived.
 DU2273
 DU2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1069708762(NAD 83)
 DU2273_MARKER: DD = SURVEY DISK
 DU2273_SETTING: 66 = SET IN ROCK OUTCROP
 DU2273_SP_SET: SET IN BEDROCK
 DU2273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2273+STABILITY: POSITION/ELEVATION WELL
 DU2273
 DU2273  HISTORY     - Date     Condition        Report By
 DU2273  HISTORY     - 1899     MONUMENTED       USGS
 DU2273
 DU2273                          STATION DESCRIPTION
 DU2273
 DU2273'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2273'LOCATED ABOUT 10 MI NE. OF PHOENIX STATION.  NEAR SE. COR SEC 7,
 DU2273'T2N R3E, ON HIGHEST POINT OF SCRAGGY MTN. KNOWN AS CAMELS BACK.
 DU2273'
 DU2273'TO REACH NOT GIVEN.
 DU2273'
 DU2273'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DU2273'ROCK UNDER 8 FT HIGH MOUND OF STONE.
 DU2273'
 DU2273'RM 1--CROSS CUT IN STONE.
 DU2273'
 DU2273'RM 2--CROSS CUT IN STONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2216 ***********************************************************************
 DU2216  DESIGNATION -  CAMELS BACK 2
 DU2216  PID         -  DU2216
 DU2216  STATE/COUNTY-  AZ/MARICOPA
 DU2216  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2216
 DU2216                         *CURRENT SURVEY CONTROL
 DU2216  ___________________________________________________________________
 DU2216* NAD 83(1992)-  33 30 53.00585(N)    111 57 41.77516(W)     ADJUSTED  
 DU2216* NAVD 88     -       824.9    (meters)    2706.     (feet)  VERTCON   
 DU2216  ___________________________________________________________________
 DU2216  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2216  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2216  HORZ ORDER  -  FIRST
 DU2216
 DU2216.The horizontal coordinates were established by classical geodetic methods
 DU2216.and adjusted by the National Geodetic Survey in August 1993.
 DU2216
 DU2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2216
 DU2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2216
 DU2216.The geoid height was determined by GEOID03.
 DU2216
 DU2216;                    North         East     Units Scale Factor Converg.
 DU2216;SPC AZ C     -   278,834.270   209,185.413   MT  0.99990021   -0 01 29.3
 DU2216;SPC AZ C     -   914,810.60    686,303.85   iFT  0.99990021   -0 01 29.3
 DU2216;UTM  12      - 3,708,765.454   410,694.507   MT  0.99969832   -0 31 51.6
 DU2216
 DU2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2216!SPC AZ C     -   0.99987517  x   0.99990021  =   0.99977539
 DU2216!UTM  12      -   0.99987517  x   0.99969832  =   0.99957352
 DU2216
 DU2216:                Primary Azimuth Mark                     Grid Az
 DU2216:SPC AZ C     -  THUNDERBIRD APT CONTROL TWR              019 36 41.5
 DU2216:UTM  12      -  THUNDERBIRD APT CONTROL TWR              020 07 03.8
 DU2216
 DU2216|---------------------------------------------------------------------|
 DU2216| PID    Reference Object                     Distance      Geod. Az  |
 DU2216|                                                           dddmmss.s |
 DU2216| DU2212 THUNDERBIRD APT CONTROL TWR         APPROX.11.4 KM 0193512.2 |
 DU2216| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX.10.1 KM 2094408.0 |
 DU2216| CH4928 CAMELS BACK 2 RM 1                    9.830 METERS 21133     |
 DU2216| DV2074 PHOENIX ST CAPITAL BLDG DOME        APPROX.14.6 KM 2393726.4 |
 DU2216| CH4927 CAMELS BACK 2 AZ MK RESET                          2593803.7 |
 DU2216| CH4926 CAMELS BACK 2 AZ MK                                2600342.8 |
 DU2216| CH4929 CAMELS BACK 2 RM 2                    6.446 METERS 34541     |
 DU2216|---------------------------------------------------------------------|
 DU2216
 DU2216                          SUPERSEDED SURVEY CONTROL
 DU2216
 DU2216  NAD 83(1986)-  33 30 53.00050(N)    111 57 41.78027(W) AD(       ) 1
 DU2216  NAD 27      -  33 30 52.84700(N)    111 57 39.25480(W) AD(       ) 1
 DU2216  NGVD 29 (07/19/86)  824.3    (m)         2704.     (f) VERT ANG    3  
 DU2216
 DU2216.Superseded values are not recommended for survey control.
 DU2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2216.See file dsdata.txt to determine how the superseded data were derived.
 DU2216
 DU2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1069508765(NAD 83)
 DU2216_MARKER: DS = TRIANGULATION STATION DISK
 DU2216_SETTING: 66 = SET IN ROCK OUTCROP
 DU2216
 DU2216  HISTORY     - Date     Condition        Report By
 DU2216  HISTORY     - 1947     MONUMENTED       CGS
 DU2216  HISTORY     - 1955     GOOD             AMS
 DU2216  HISTORY     - 1959     GOOD             CGS
 DU2216  HISTORY     - 1963     GOOD             CGS
 DU2216  HISTORY     - 1971     GOOD             USE
 DU2216  HISTORY     - 1973     GOOD             NGS
 DU2216
 DU2216                          STATION DESCRIPTION
 DU2216
 DU2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2216'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE NORTHEAST OF
 DU2216'PHOENIX, ON THE WEST END AND HIGHEST POINT OF A PROMINENT
 DU2216'MOUNTAIN KNOWN LOCALLY AS CAMELS BACK.  20 FEET SOUTHWEST OF
 DU2216'THE NORTH BRIM.  APPROXIMATELY 3 INCHES BELOW THE SURFACE
 DU2216'AND IS STAMPED--CAMELS BACK 2 1947.
 DU2216'
 DU2216'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DU2216'FLUSH WITH THE GROUND SURFACE AND STAMPED--CAMELS BACK 2
 DU2216'NO 1 1947.
 DU2216'
 DU2216'REFERENCE MARK NO. 2 IS APPROXIMATELY 30 INCHES HIGHER THAN
 DU2216'THE STATION, 5 FEET SOUTHWEST OF NORTH BRIM, PROJECTS 18
 DU2216'INCHES AND IS STAMPED--CAMELS BACK 2 NO 2 1947.
 DU2216'
 DU2216'THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST WINGWALL OF THE
 DU2216'EAST ABUTMENT OF A CONCRETE BRIDGE ACROSS THE ARIZONA CANAL
 DU2216'ON THE CAMEL BACK ROAD, FLUSH WITH THE GROND SURFACE AND IS
 DU2216'STAMPED--CAMELS BACK 2 1947.
 DU2216'
 DU2216'TO REACH FROM THE JUNCTION OF 7TH STREET NORTH, AND EAST VAN
 DU2216'BUREN STREET AT THE UNION HIGH SCHOOL BUILDING, WHICH IS ON
 DU2216'U.S. HIGHWAYS 60, 70, 80, AND 89 IN PHOENIX.  GO NORTH ON
 DU2216'7TH STREET FOR 4.0 MILES TO CROSS STREETS (CAMEL BACK ROAD).
 DU2216'TURN RIGHT, EAST, FOR 4.1 MILES TO A BRIDGE OVER THE ARIZONA
 DU2216'CANAL AND AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE EAST FOR
 DU2216'0.9 MILE TO A ROAD LEFT.  TURN LEFT, NORTH, AND GO 0.3 MILE
 DU2216'TO CROSSROAD.  THIS IS THE THIRD ROAD RIGHT AFTER LEAVING
 DU2216'CAMEL BACK ROAD.  TURN RIGHT, EAST, AND GO 0.3 MILE TO A ROAD
 DU2216'LEFT.  TURN LEFT AND FOLLOW ROAD FOR 0.5 MILE TO AN OPEN
 DU2216'AREA ON THE SLOPE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK
 DU2216'NORTHEAST OVER SADDLE THEN PICK WAY THROUGH LARGE
 DU2216'BOULDER AREA TO THE HIGHEST POINT AND STATION SITE AS
 DU2216'DESCRIBED ABOVE.  A ONE-HOUR PACK.
 DU2216
 DU2216                          STATION RECOVERY (1955)
 DU2216
 DU2216'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DU2216'STATION RECOVERED AS DESCRIBED.
 DU2216'
 DU2216'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED, IN GOOD
 DU2216'CONDITION.
 DU2216'
 DU2216'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  A LARGE
 DU2216'NEON SIGN HAS BEEN ERECTED ON THE AZIMUTH LINE.  A SIGNAL
 DU2216'APPROXIMATELY 10 FEET HIGH ON THE AZIMUTH MARK WILL CLEAR
 DU2216'TRIPOD HEIGHT ON THE STATION.
 DU2216'
 DU2216'THE STATION IS SET IN THE TALLEST POINT OF CAMELS BACK PEAK,
 DU2216'3 INCHES BELOW THE SURFACE.
 DU2216
 DU2216                          STATION RECOVERY (1959)
 DU2216
 DU2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DU2216'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DU2216'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 DU2216'FOR BUT NOT FOUND.  IT IS BELIEVED THAT IT WAS DESTROYED WHEN
 DU2216'A NEW BRIDGE WAS CONSTRUCTED ACROSS THE ARIZONA CANAL IN
 DU2216'PHOENIX.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A DESCRIPTION
 DU2216'OF THE AZIMUTH MARK AND A NEW TO REACH FOR THE AZIMUTH MARK
 DU2216'AND THE STATION FOLLOWS--
 DU2216'
 DU2216'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE
 DU2216'NORTH AND CAMELBACK ROAD, GO EAST ON CAMELBACK ROAD FOR 4.4
 DU2216'MILES TO A BRIDGE OVER THE ARIZONA CANAL AND THE AZIMUTH MARK
 DU2216'ON THE RIGHT, SOUTH.  CONTINUE EAST ON CAMELBACK ROAD 3.1
 DU2216'MILES TO INVERGORDON ROAD, TURN LEFT AND GO NORTH ON INVERGORDON
 DU2216'ROAD FOR 0.7 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO WEST AS
 DU2216'PER SIGN SKY ISLAND MT. ESTATES, FOLLOWING A GRAVELED ROAD UP
 DU2216'GRADE FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTHWEST
 DU2216'UP THE MOUNTAIN TRAIL TO THE HIGHEST PEAK AND THE STATION.
 DU2216'THE TRAIL IS IN GOOD CONDITION AND USED BY SIGHT SEERS.  IT
 DU2216'IS AN HOUR PACK WITH A LOAD.
 DU2216'
 DU2216'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMELS BACK 2
 DU2216'1947 RESET 1959, CEMENTED IN A DRILL HOLE IN THE EAST END OF
 DU2216'THE SOUTH GUARD RAIL OF THE BRIDGE OVER THE ARIZONA CANAL.
 DU2216
 DU2216                          STATION RECOVERY (1963)
 DU2216
 DU2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2216'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION AND
 DU2216'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A SLIGHT
 DU2216'DIFFERENCE WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK AND
 DU2216'REFERENCE MARK 1, THE DIRECTION TO REFERENCE MARK 2 WAS
 DU2216'CHECKED.  THE DISTANCE TO BOTH REFERENCE MARKS WERE CHECKED.
 DU2216'
 DU2216'THE 1947 DESCRIPTION AND TO REACH THE STATION AND AZIMUTH MARK
 DU2216'IS ADEQUATE.
 DU2216
 DU2216                          STATION RECOVERY (1971)
 DU2216
 DU2216'RECOVERY NOTE BY US ENGINEERS 1971 (RSY)
 DU2216'FOUND R.M. 2 ONLY--BATTERED, HAMMERED BUT APPARENTLY IN PLACE.
 DU2216'
 DU2216'MADE DILIGENT SEARCH OF ENTIRE TOP OF CAMELBACK MOUNTAIN IN
 DU2216'VICINITY OF LAST DESCRIPTION OF STATION.  FOUND STP. USC AND
 DU2216'GS BRASS DISC. WITH ARROW AND LETTERS STAMPED--LESBACK THE ONLY
 DU2216'READABLE STAMPINGS.  21 FT PLUS OR MINUS S/E OF R.M. FOUND WHAT
 DU2216'APPEARED TO BE MAN MADE HOLE APPROX. .5 FT X .3 FT X .4 FT
 DU2216'WITH EVIDENCE OF EPOXY CEMENT (OR EQUIVALENT) IN HOLE.  FOUND
 DU2216'PIECE OF GUY SPIKE 10 FT PLUS OR MINUS N.E. OF SAID HOLE.
 DU2216'COULD NOT FIND STATION OR R.M. 1 AS DESCRIBED.  TO REACH
 DU2216'DESCRIPTION ADEQUATE.
 DU2216
 DU2216                          STATION RECOVERY (1973)
 DU2216
 DU2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU2216'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DU2216'MARK HAVE BEEN DESTROYED.  A BRASS STEM PROBABLY THAT OF
 DU2216'REFERENCE MARK 2 WAS FOUND WITH CAP REMOVED.
 DU2216'
 DU2216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DU2216'NORTHEAST OF PHOENIX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0149 ***********************************************************************
 CH0149  DESIGNATION -  CAMINO
 CH0149  PID         -  CH0149
 CH0149  STATE/COUNTY-  AZ/PIMA
 CH0149  USGS QUAD   -  KUPK (1988)
 CH0149
 CH0149                         *CURRENT SURVEY CONTROL
 CH0149  ___________________________________________________________________
 CH0149* NAD 83(1992)-  31 56 03.12894(N)    112 12 32.57430(W)     ADJUSTED  
 CH0149* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 CH0149  ___________________________________________________________________
 CH0149  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 CH0149  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 CH0149  HORZ ORDER  -  SECOND
 CH0149
 CH0149.The horizontal coordinates were established by classical geodetic methods
 CH0149.and adjusted by the National Geodetic Survey in August 1993.
 CH0149
 CH0149.The orthometric height was scaled from a topographic map.
 CH0149
 CH0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0149
 CH0149.The geoid height was determined by GEOID03.
 CH0149
 CH0149;                    North         East     Units Scale Factor Converg.
 CH0149;SPC AZ C     -   103,609.024   185,714.930   MT  0.99990942   -0 09 16.8
 CH0149;SPC AZ C     -   339,924.62    609,300.95   iFT  0.99990942   -0 09 16.8
 CH0149;UTM  12      - 3,533,780.448   385,713.671   MT  0.99976108   -0 38 22.5
 CH0149
 CH0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0149!SPC AZ C     -   0.99991687  x   0.99990942  =   0.99982630
 CH0149!UTM  12      -   0.99991687  x   0.99976108  =   0.99967797
 CH0149
 CH0149|---------------------------------------------------------------------|
 CH0149| PID    Reference Object                     Distance      Geod. Az  |
 CH0149|                                                           dddmmss.s |
 CH0149| CH4930 CAMINO RM 1                          19.105 METERS 03909     |
 CH0149| CH4931 CAMINO RM 2                          19.460 METERS 13300     |
 CH0149| CH0160 KOPEKA                              APPROX. 7.7 KM 2575804.8 |
 CH0149|---------------------------------------------------------------------|
 CH0149
 CH0149                          SUPERSEDED SURVEY CONTROL
 CH0149
 CH0149  NAD 83(1986)-  31 56 03.12118(N)    112 12 32.57490(W) AD(       ) 2
 CH0149  NAD 27      -  31 56 02.85100(N)    112 12 30.09900(W) AD(       ) 2
 CH0149
 CH0149.Superseded values are not recommended for survey control.
 CH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0149.See file dsdata.txt to determine how the superseded data were derived.
 CH0149
 CH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA8571433780(NAD 83)
 CH0149_MARKER: DS = TRIANGULATION STATION DISK
 CH0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0149
 CH0149  HISTORY     - Date     Condition        Report By
 CH0149  HISTORY     - 1935     MONUMENTED       CGS
 CH0149
 CH0149                          STATION DESCRIPTION
 CH0149
 CH0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CH0149'ALONG THE POORLY GRADED ROAD BETWEEN BIG FIELDS AND PISINEMO,
 CH0149'AND 0.2 MILE NORTH FROM THE SMALL INDIAN VILLAGE OF KOPA
 CH0149'(ON THE PAPAGO INDIAN RESERVATION), AT THE CROSS ROAD INTERSECTION
 CH0149'AND ABOUT 10 PACES EAST OF THE RESPECTIVE CENTERLINES OF THE
 CH0149'INTERSECTING ROADS.  MARKED BY STANDARD BRONZE DISKS.
 CH0149'REFERENCE MARK NO. 1, A STANDARD
 CH0149'BRONZE REFERENCE DISK, IS 19.105 METERS (62.68 FEET)
 CH0149'FROM STATION N 39 DEG 09 MIN E. REFERENCE MARK NO.
 CH0149'2, A STANDARD BRONZE REFERENCE DISK, IS 19.460
 CH0149'METERS (63.85 FEET) FROM STATION S 47 DEG 00 MIN E.
 CH0149'NO AZIMUTH MARK WAS ESTABLISHED.  OTHER STATIONS ARE
 CH0149'VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0330 ***********************************************************************
 CZ0330  DESIGNATION -  CAMINO ADELANTE STA 1741+00
 CZ0330  PID         -  CZ0330
 CZ0330  STATE/COUNTY-  AZ/PINAL
 CZ0330  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0330
 CZ0330                         *CURRENT SURVEY CONTROL
 CZ0330  ___________________________________________________________________
 CZ0330* NAD 83(1986)-  32 42 45.     (N)    111 29 38.     (W)     SCALED    
 CZ0330* NAVD 88     -       492.919  (meters)    1617.19   (feet)  ADJUSTED  
 CZ0330  ___________________________________________________________________
 CZ0330  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0330  DYNAMIC HT  -         492.291 (meters)    1615.12  (feet)  COMP
 CZ0330  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 CZ0330  OBS GRAVITY -     979,350.5   (mgal)                       GRAV_OBS
 CZ0330
 CZ0330  VERT ORDER  -  FIRST     CLASS II
 CZ0330
 CZ0330.The horizontal coordinates were scaled from a topographic map and have
 CZ0330.an estimated accuracy of +/- 6 seconds.
 CZ0330
 CZ0330.The orthometric height was determined by differential leveling
 CZ0330.and adjusted in November 1993.
 CZ0330
 CZ0330.The geoid height was determined by GEOID03.
 CZ0330
 CZ0330.The dynamic height is computed by dividing the NAVD 88
 CZ0330.geopotential number by the normal gravity value computed on the
 CZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0330.degrees latitude (g = 980.6199 gals.).
 CZ0330
 CZ0330.The modeled gravity was interpolated from observed gravity values.
 CZ0330.The observed gravity was obtained from relative gravimeter ties
 CZ0330.to the IGSN71 gravity network.
 CZ0330
 CZ0330;                    North         East    Units  Estimated Accuracy
 CZ0330;SPC AZ C     -   189,950.      252,990.      MT  (+/- 180 meters Scaled)
 CZ0330
 CZ0330                          SUPERSEDED SURVEY CONTROL
 CZ0330
 CZ0330  NAVD 88 (06/15/91)  493.171  (m)         1618.01   (f) UNKNOWN     1 2
 CZ0330  NGVD 29 (??/??/92)  493.196  (m)         1618.09   (f) ADJ UNCH    1 2
 CZ0330
 CZ0330.Superseded values are not recommended for survey control.
 CZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0330.See file dsdata.txt to determine how the superseded data were derived.
 CZ0330
 CZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB537195(NAD 83)
 CZ0330_MARKER: DD = SURVEY DISK
 CZ0330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0330_SP_SET: HEADWALL
 CZ0330_STAMPING: 1741+00 1931
 CZ0330_MARK LOGO: AZHD  
 CZ0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0330+STABILITY: SURFACE MOTION
 CZ0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0330+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 CZ0330
 CZ0330  HISTORY     - Date     Condition        Report By
 CZ0330  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0330  HISTORY     - 1967     GOOD             NGS
 CZ0330  HISTORY     - 1968     GOOD             NGS
 CZ0330  HISTORY     - 1980     GOOD             NGS
 CZ0330  HISTORY     - 1984     GOOD             NGS
 CZ0330  HISTORY     - 19911205 GOOD             NGS
 CZ0330  HISTORY     - 20050505 GOOD             NGS
 CZ0330
 CZ0330                          STATION DESCRIPTION
 CZ0330
 CZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0330'0.35 MI SE FROM PICACHO.
 CZ0330'ABOUT 0.35 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0330'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 0.3 MILE SOUTHEAST
 CZ0330'ALONG OLD STATE HIGHWAY 84 FROM THE POST OFFICE AT PICACHO, IN SECTION
 CZ0330'23, T 8 S, R 8 E, 63 YARDS SOUTH OF RAILROAD BRIDGE NUMBER 937.73, 15
 CZ0330'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE
 CZ0330'TOP OF THE SOUTH CONCRETE HEAD WALL OF A TWIN CHANNEL 12-FOOT CONCRETE
 CZ0330'BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 CZ0330'THE HIGHWAY.
 CZ0330
 CZ0330                          STATION RECOVERY (1968)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0330'RECOVERED IN GOOD CONDITION.
 CZ0330
 CZ0330                          STATION RECOVERY (1980)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0330'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0330'30.4 KILOMETERS (18.9 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0330'RAILROAD FROM THE STATION AT CASA GRANDE, 0.5 KILOMETER (0.3 MILE)
 CZ0330'SOUTHEAST OF THE INTERSTATE HIGHWAY 10 BRIDGE OVER PICACHO BOULEVARD
 CZ0330'IN PICACHO, SET IN THE TOP CENTER OF THE SOUTHWEST HEADWALL OF A
 CZ0330'DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY 84, 4.5 METERS (15 FEET)
 CZ0330'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY AND 57.6 METERS
 CZ0330'(189 FEET) SOUTH OF THE SOUTH CORNER OF RAILROAD BRIDGE 937.73.
 CZ0330
 CZ0330                          STATION RECOVERY (1984)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0330'RECOVERED IN GOOD CONDITION.
 CZ0330
 CZ0330                          STATION RECOVERY (1991)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0330'0.4 KM (0.25 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0330'POST OFFICE IN PICACHO, IN TOP OF AND 2.2 M (7.2 FT) SOUTHEAST OF THE
 CZ0330'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 4.4 M
 CZ0330'(14.4 FT) SOUTHWEST OF THE ROAD CENTERLINE, AND 0.1 M (0.3 FT) ABOVE
 CZ0330'THE LEVEL OF THE HIGHWAY.
 CZ0330
 CZ0330                          STATION RECOVERY (2005)
 CZ0330
 CZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CZ0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0329 ***********************************************************************
 CZ0329  DESIGNATION -  CAMINO ADELANTE STA 1723+60
 CZ0329  PID         -  CZ0329
 CZ0329  STATE/COUNTY-  AZ/PINAL
 CZ0329  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0329
 CZ0329                         *CURRENT SURVEY CONTROL
 CZ0329  ___________________________________________________________________
 CZ0329* NAD 83(1986)-  32 42 51.     (N)    111 29 56.     (W)     SCALED    
 CZ0329* NAVD 88     -       491.205  (meters)    1611.56   (feet)  ADJUSTED  
 CZ0329  ___________________________________________________________________
 CZ0329  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0329  DYNAMIC HT  -         490.580 (meters)    1609.51  (feet)  COMP
 CZ0329  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 CZ0329  OBS GRAVITY -     979,351.0   (mgal)                       GRAV_OBS
 CZ0329
 CZ0329  VERT ORDER  -  FIRST     CLASS II
 CZ0329
 CZ0329.The horizontal coordinates were scaled from a topographic map and have
 CZ0329.an estimated accuracy of +/- 6 seconds.
 CZ0329
 CZ0329.The orthometric height was determined by differential leveling
 CZ0329.and adjusted in November 1993.
 CZ0329
 CZ0329.The geoid height was determined by GEOID03.
 CZ0329
 CZ0329.The dynamic height is computed by dividing the NAVD 88
 CZ0329.geopotential number by the normal gravity value computed on the
 CZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0329.degrees latitude (g = 980.6199 gals.).
 CZ0329
 CZ0329.The modeled gravity was interpolated from observed gravity values.
 CZ0329.The observed gravity was obtained from relative gravimeter ties
 CZ0329.to the IGSN71 gravity network.
 CZ0329
 CZ0329;                    North         East    Units  Estimated Accuracy
 CZ0329;SPC AZ C     -   190,130.      252,520.      MT  (+/- 180 meters Scaled)
 CZ0329
 CZ0329                          SUPERSEDED SURVEY CONTROL
 CZ0329
 CZ0329  NAVD 88 (06/15/91)  491.471  (m)         1612.43   (f) UNKNOWN     1 2
 CZ0329  NGVD 29 (??/??/92)  491.521  (m)         1612.60   (f) ADJ UNCH    1 2
 CZ0329
 CZ0329.Superseded values are not recommended for survey control.
 CZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0329.See file dsdata.txt to determine how the superseded data were derived.
 CZ0329
 CZ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532197(NAD 83)
 CZ0329_MARKER: DD = SURVEY DISK
 CZ0329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0329_SP_SET: HEADWALL
 CZ0329_STAMPING: 1723+60 1931
 CZ0329_MARK LOGO: AZHD  
 CZ0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0329+STABILITY: SURFACE MOTION
 CZ0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0329+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ0329
 CZ0329  HISTORY     - Date     Condition        Report By
 CZ0329  HISTORY     - 1931     MONUMENTED       AZHD
 CZ0329  HISTORY     - 1967     GOOD             NGS
 CZ0329  HISTORY     - 1975     GOOD             AZDT
 CZ0329  HISTORY     - 1980     GOOD             NGS
 CZ0329  HISTORY     - 1980     GOOD             NGS
 CZ0329  HISTORY     - 1980     GOOD             NGS
 CZ0329  HISTORY     - 19911205 GOOD             NGS
 CZ0329
 CZ0329                          STATION DESCRIPTION
 CZ0329
 CZ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0329'0.2 MI SW FROM PICACHO.
 CZ0329'ABOUT 0.2 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0329'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 134 YARDS WEST
 CZ0329'ALONG OLD STATE HIGHWAY 84 FROM THE POST OFFICE AT PICACHO, IN SECTION
 CZ0329'22, T 8 S, R 8 E, 98 YARDS WEST OF THE CENTER OF THE JUNCTION OF STATE
 CZ0329'HIGHWAY 84 AND PICACHO HIGHWAY WHICH LEADS SOUTH UNDER INTERSTATE
 CZ0329'HIGHWAY 10, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AN
 CZ0329'ARIZONA HIGHWAY DEPARTMENT DISK SET IN THE CENTER OF THE TOP OF THE
 CZ0329'SOUTH CONCRETE HEAD WALL OF A TWIN CHANNEL 12-FOOT CONCRETE BOX
 CZ0329'CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 CZ0329'HIGHWAY.
 CZ0329
 CZ0329                          STATION RECOVERY (1975)
 CZ0329
 CZ0329'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0329'FROM THE MOST EASTERLY OF THE PICACHO ACCESS UNDERPASS, NORTH ON THE
 CZ0329'UNDERPASS ROAD FOR ABOUT 0.1 MILES TO A T JUNCTION.  LEFT, WEST FOR
 CZ0329'ABOUT 150 FT. AND TO THE STATION ON THE LEFT.  ABOUT 15 FT. SOUTH OF
 CZ0329'THE ROAD CENTERLINE.  AN AHD BRASS CAP, SET ON THE TOP AND CENTER OF A
 CZ0329'12 FT. CULVERT HEADWALL.  I-10.  MP. 212.1.  L. 300 FT.
 CZ0329
 CZ0329                          STATION RECOVERY (1980)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0329'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0329'29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0329'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
 CZ0329'SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
 CZ0329'84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
 CZ0329'PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ0329'OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
 CZ0329'THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
 CZ0329
 CZ0329                          STATION RECOVERY (1980)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0329'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0329'29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0329'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
 CZ0329'SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
 CZ0329'84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
 CZ0329'PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ0329'OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
 CZ0329'THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
 CZ0329
 CZ0329                          STATION RECOVERY (1980)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0329'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CZ0329'29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0329'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
 CZ0329'SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
 CZ0329'84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
 CZ0329'PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ0329'OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
 CZ0329'THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
 CZ0329
 CZ0329                          STATION RECOVERY (1991)
 CZ0329
 CZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0329'0.1 KM (0.05 MI) NORTHWESTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0329'POST OFFICE IN PICACHO, IN TOP OF AND 2.2 M (7.2 FT) SOUTHEAST OF THE
 CZ0329'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 89.0 M
 CZ0329'(292.0 FT) NORTHWEST OF THE CENTERLINE OF PICACHO BOULEVARD
 CZ0329'(INTERSTATE HIGHWAY 10 EXIT 212), 4.4 M (14.4 FT) SOUTHWEST OF THE
 CZ0329'ROAD CENTERLINE, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1056 ***********************************************************************
 CZ1056  DESIGNATION -  CAMINO ADELANTE STA 1691+79
 CZ1056  PID         -  CZ1056
 CZ1056  STATE/COUNTY-  AZ/PINAL
 CZ1056  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1056
 CZ1056                         *CURRENT SURVEY CONTROL
 CZ1056  ___________________________________________________________________
 CZ1056* NAD 83(1986)-  32 43 10.     (N)    111 30 26.     (W)     SCALED    
 CZ1056* NAVD 88     -       488.531  (meters)    1602.79   (feet)  ADJUSTED  
 CZ1056  ___________________________________________________________________
 CZ1056  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1056  DYNAMIC HT  -         487.909 (meters)    1600.75  (feet)  COMP
 CZ1056  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 CZ1056  OBS GRAVITY -     979,351.7   (mgal)                       GRAV_OBS
 CZ1056
 CZ1056  VERT ORDER  -  FIRST     CLASS II
 CZ1056
 CZ1056.The horizontal coordinates were scaled from a topographic map and have
 CZ1056.an estimated accuracy of +/- 6 seconds.
 CZ1056
 CZ1056.The orthometric height was determined by differential leveling
 CZ1056.and adjusted in November 1993.
 CZ1056
 CZ1056.The geoid height was determined by GEOID03.
 CZ1056
 CZ1056.The dynamic height is computed by dividing the NAVD 88
 CZ1056.geopotential number by the normal gravity value computed on the
 CZ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1056.degrees latitude (g = 980.6199 gals.).
 CZ1056
 CZ1056.The modeled gravity was interpolated from observed gravity values.
 CZ1056.The observed gravity was obtained from relative gravimeter ties
 CZ1056.to the IGSN71 gravity network.
 CZ1056
 CZ1056;                    North         East    Units  Estimated Accuracy
 CZ1056;SPC AZ C     -   190,720.      251,740.      MT  (+/- 180 meters Scaled)
 CZ1056
 CZ1056                          SUPERSEDED SURVEY CONTROL
 CZ1056
 CZ1056  NAVD 88 (06/15/91)  488.809  (m)         1603.70   (f) UNKNOWN     1 2
 CZ1056  NGVD 29 (??/??/92)  488.916  (m)         1604.05   (f) ADJ UNCH    1 2
 CZ1056
 CZ1056.Superseded values are not recommended for survey control.
 CZ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1056.See file dsdata.txt to determine how the superseded data were derived.
 CZ1056
 CZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB524202(NAD 83)
 CZ1056_MARKER: DD = SURVEY DISK
 CZ1056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1056_SP_SET: HEADWALL
 CZ1056_STAMPING: 1691+79 1931
 CZ1056_MARK LOGO: AZHD  
 CZ1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1056+STABILITY: SURFACE MOTION
 CZ1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1056+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1056
 CZ1056  HISTORY     - Date     Condition        Report By
 CZ1056  HISTORY     - 1931     MONUMENTED       AZHD
 CZ1056  HISTORY     - 1960     GOOD             NGS
 CZ1056  HISTORY     - 1967     GOOD             NGS
 CZ1056  HISTORY     - 1975     GOOD             AZDT
 CZ1056  HISTORY     - 1980     GOOD             NGS
 CZ1056  HISTORY     - 1980     GOOD             NGS
 CZ1056  HISTORY     - 1984     GOOD             NGS
 CZ1056  HISTORY     - 19911205 GOOD             NGS
 CZ1056
 CZ1056                          STATION DESCRIPTION
 CZ1056
 CZ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ1056'RECOVERED IN GOOD CONDITION.
 CZ1056
 CZ1056                          STATION RECOVERY (1967)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1056'0.6 MI NW FROM PICACHO.
 CZ1056'ABOUT 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1056'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 0.6 MILE NORTHWEST
 CZ1056'ALONG OLD STATE HIGHWAY 84 FROM THE POST OFFICE AT PICACHO, IN SECTION
 CZ1056'22, T 8 S, R 8 E, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CZ1056'AN ARIZONA HIGHWAY DEPARTMENT DISK SET IN THE CENTER OF THE TOP OF THE
 CZ1056'SOUTHWEST CONCRETE HEAD WALL OF A 4- X 6-FOOT CONCRETE BOX CULVERT
 CZ1056'UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CZ1056
 CZ1056                          STATION RECOVERY (1975)
 CZ1056
 CZ1056'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1056'FROM THE MOST WESTERLY OF THE PICACHO ACCESS UNDERPASSES, NORTH FOR
 CZ1056'0.1 MILE TO A T JUNCTION.  RIGHT, EAST FOR 0.3 MILES AND TO THE
 CZ1056'STATION ON THE RIGHT.  ON A CULVERT HEADWALL ABOUT 15 FT. SOUTH OF THE
 CZ1056'ROAD CENTERLINE.  I-10.  MP. 211.7.  L. 300 FT.  AN AHD BRASS CAP, SET
 CZ1056'ON THE TOP AND CENTER OF A CULVERT HEADWALL.  NOTE-- TAKE OFF POINT IS
 CZ1056'EAST UNDERPASS.
 CZ1056
 CZ1056                          STATION RECOVERY (1980)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1056'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ1056'28.9 KILOMETERS (17.95 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1056'RAILROAD FROM THE STATION AT CASA GRANDE, ALSO 1.05 KILOMETER
 CZ1056'(0.65 MILE) NORTHWEST ALONG OLD STATE HIGHWAY 84 FROM THE INTERSTATE
 CZ1056'HIGHWAY 10 BRIDGE OVER PICACHO BOULEVARD IN PICACHO, SET IN THE TOP
 CZ1056'CENTER OF THE SOUTHWEST HEADWALL FOR A 1.2- BY 1.8-METER BOX
 CZ1056'CULVERT UNDER THE OLD HIGHWAY, 4.5 METERS (15 FEET) SOUTHWEST OF
 CZ1056'THE CENTERLINE OF THE OLD HIGHWAY.
 CZ1056
 CZ1056                          STATION RECOVERY (1980)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1056'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ1056'28.9 KILOMETERS (17.95 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1056'RAILROAD FROM THE STATION AT CASA GRANDE, ALSO 1.05 KILOMETER
 CZ1056'(0.65 MILE) NORTHWEST ALONG OLD STATE HIGHWAY 84 FROM THE INTERSTATE
 CZ1056'HIGHWAY 10 BRIDGE OVER PICACHO BOULEVARD IN PICACHO, SET IN THE TOP
 CZ1056'CENTER OF THE SOUTHWEST HEADWALL FOR A 1.2- BY 1.8-METER BOX
 CZ1056'CULVERT UNDER THE OLD HIGHWAY, 4.5 METERS (15 FEET) SOUTHWEST OF
 CZ1056'THE CENTERLINE OF THE OLD HIGHWAY.
 CZ1056
 CZ1056                          STATION RECOVERY (1984)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1056'RECOVERED IN GOOD CONDITION.
 CZ1056
 CZ1056                          STATION RECOVERY (1991)
 CZ1056
 CZ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1056'1.1 KM (0.70 MI) NORTHWESTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1056'POST OFFICE IN PICACHO, IN TOP OF AND 1.1 M (3.6 FT) SOUTHEAST OF THE
 CZ1056'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 4.4 M
 CZ1056'(14.4 FT) SOUTHWEST OF THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE
 CZ1056'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0382 ***********************************************************************
 GQ0382  DESIGNATION -  CAMP
 GQ0382  PID         -  GQ0382
 GQ0382  STATE/COUNTY-  AZ/MOHAVE
 GQ0382  USGS QUAD   -  MUSTANG POINT (1971)
 GQ0382
 GQ0382                         *CURRENT SURVEY CONTROL
 GQ0382  ___________________________________________________________________
 GQ0382* NAD 83(1992)-  36 19 54.38025(N)    113 42 06.54021(W)     ADJUSTED  
 GQ0382* NAVD 88     -      1938.9    (meters)    6361.     (feet)  VERTCON   
 GQ0382  ___________________________________________________________________
 GQ0382  LAPLACE CORR-          12.64  (seconds)                    DEFLEC99
 GQ0382  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 GQ0382  HORZ ORDER  -  THIRD
 GQ0382
 GQ0382.The horizontal coordinates were established by classical geodetic methods
 GQ0382.and adjusted by the National Geodetic Survey in August 1993.
 GQ0382
 GQ0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0382
 GQ0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0382
 GQ0382.The geoid height was determined by GEOID03.
 GQ0382
 GQ0382;                    North         East     Units Scale Factor Converg.
 GQ0382;SPC AZ W     -   591,344.143   217,685.824   MT  0.99993356   +0 01 42.8
 GQ0382;SPC AZ W     - 1,940,105.46    714,192.34   iFT  0.99993356   +0 01 42.8
 GQ0382;UTM  12      - 4,024,136.943   257,488.710   MT  1.00032468   -1 36 05.4
 GQ0382
 GQ0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0382!SPC AZ W     -   0.99969968  x   0.99993356  =   0.99963326
 GQ0382!UTM  12      -   0.99969968  x   1.00032468  =   1.00002427
 GQ0382
 GQ0382|---------------------------------------------------------------------|
 GQ0382| PID    Reference Object                     Distance      Geod. Az  |
 GQ0382|                                                           dddmmss.s |
 GQ0382| CH2854 CAMP RM 1                            11.109 METERS 00151     |
 GQ0382| CH2853 CAMP AZ MK                                         0151359.6 |
 GQ0382| CH2855 CAMP RM 2                            15.203 METERS 22738     |
 GQ0382|---------------------------------------------------------------------|
 GQ0382
 GQ0382                          SUPERSEDED SURVEY CONTROL
 GQ0382
 GQ0382  NAD 83(1986)-  36 19 54.37363(N)    113 42 06.53823(W) AD(       ) 3
 GQ0382  NAD 27      -  36 19 54.44400(N)    113 42 03.71800(W) AD(       ) 3
 GQ0382  NGVD 29 (07/19/86) 1938.0    (m)         6358.     (f) VERT ANG    3  
 GQ0382
 GQ0382.Superseded values are not recommended for survey control.
 GQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0382.See file dsdata.txt to determine how the superseded data were derived.
 GQ0382
 GQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5748924137(NAD 83)
 GQ0382_MARKER: DS = TRIANGULATION STATION DISK
 GQ0382_SETTING: 80 = SET IN A BOULDER
 GQ0382_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0382
 GQ0382  HISTORY     - Date     Condition        Report By
 GQ0382  HISTORY     - 1953     MONUMENTED       CGS
 GQ0382
 GQ0382                          STATION DESCRIPTION
 GQ0382
 GQ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0382'THE STATION IS LOCATED ON A ROUND BALD HILL ON THE SOUTH RIM
 GQ0382'OF A HIGH MESA WHICH OVERLOOKS THE GRAND CANYON TO THE SOUTH.
 GQ0382'IT IS 30 MILES SOUTH AND 9 MILES WEST OF WOLF HOLE, ABOUT
 GQ0382'11 MILES SOUTH-SOUTHWEST OF POVERTY MOUNTAIN AND ABOUT 6 MILES
 GQ0382'WEST OF THE MAIN ROAD RUNNING NORTH AND SOUTH.  IT IS 0.7 MILE
 GQ0382'SOUTH OF A BLADED ROAD THAT FOLLOWS THE SOUTH RIM OF THE MESA
 GQ0382'AND IS AT THE END OF A BLADED ROAD AT AN OLD SHEEP CAMP.
 GQ0382'
 GQ0382'TO REACH FROM ST. GEORGE POST OFFICE GO EAST ON PAVED STREET
 GQ0382'FOR 0.7 MILE TO THE NORTHEAST CORNER OF A CEMETERY.  TURN
 GQ0382'RIGHT AND TRAVEL SOUTH AND EAST ON A PAVED ROAD FOR 2.1 MILES
 GQ0382'TO A FORK AT THE SOUTH END OF THE VIRGIN RIVER BRIDGE.  KEEP
 GQ0382'RIGHT FOR 1.4 MILES TO A FORK.  KEEP RIGHT FOR 1.4 MILES TO
 GQ0382'ANOTHER FORK.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 GQ0382'SOUTH FOR 23.5 MILES TO WOLF HOLE, A CABIN AND CORRALS ON
 GQ0382'THE RIGHT.  CONTINUE SOUTH FOR 0.5 MILES TO A FORK.  KEEP
 GQ0382'STRAIGHT AHEAD ON THE MAIN ROAD FOR 2.6 MILES TO A FORK.
 GQ0382'TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD SOUTH AND EAST
 GQ0382'FOR 15.5 MILES TO AN OLD STONE CHIMNEY, CORRALS AND A
 GQ0382'RESERVOIR ON THE RIGHT.  CONTINUE FOR 0.3 MILE TO A FORK.
 GQ0382'TURN RIGHT AND GO 2.3 MILES TO A FORK.  KEEP RIGHT AND FOLLOW
 GQ0382'THE MAIN ROAD FOR 14.2 MILES AROUND THE NORTH SIDE OF
 GQ0382'POVERTY MOUNTAIN TO A SAGE-COVERED DRAW AND AN OLD ROAD
 GQ0382'RIGHT AT A GATE.  TURN RIGHT ON THE OLD ROAD TO THE RIGHT
 GQ0382'OF THE FENCE AND PROCEED WESTERLY UP ALONG A DEEP WASH FOR
 GQ0382'5.7 MILES TO AN OLD CABIN, CORRALS AND RESERVOIR.  TURN
 GQ0382'LEFT ALONG THE LEFT SIDE OF THE CORRALS AND GO 75 YARDS TO
 GQ0382'THE SOUTHEAST CORNER OF THE CORRALS.  TURN RIGHT AND GO WEST ON
 GQ0382'TRACK ROAD UP DRAW FOR 1.4 MILES TO A WASH.  CROSS WASH
 GQ0382'AND CONTINUE FOR 1.3 MILES TO A BLADED T ROAD.  HERE TURN
 GQ0382'RIGHT AND GO 0.9 MILES UP A SLIGHT RISE TO DIM ROAD LEFT AND
 GQ0382'THE AZIMUTH MARK IN THE Y FORMED BY THE TWO ROADS.  TURN
 GQ0382'LEFT ON THE DIM ROAD LEADING DOWNHILL AND THEN UP A STEEP
 GQ0382'RISE FOR 0.7 MILES TO THE STATION.
 GQ0382'
 GQ0382'THE STATION IS A STANDARD DISK STAMPED CAMP 1953.  IT IS
 GQ0382'CEMENTED IN DRILL HOLE IN A BURIED BOULDER WHICH IS FLUSH.
 GQ0382'
 GQ0382'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMP NO 1 1953.
 GQ0382'IT IS CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH
 GQ0382'IS FLUSH.
 GQ0382'
 GQ0382'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMP NO 2 1953.
 GQ0382'IT IS CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH
 GQ0382'PROJECTS 4 INCHES AND IS 2 FEET LOWER THAN THE STATION.
 GQ0382'
 GQ0382'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMP 1953.  IT IS
 GQ0382'CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH IS FLUSH.
 GQ0382'IT IS 200 FEET SOUTH OF THE MAIN BLADED ROAD, 3 FEET EAST
 GQ0382'OF THE DIM TRACK ROAD AND IS MARKED BY A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2034 ***********************************************************************
 DU2034  DESIGNATION -  CAMP
 DU2034  PID         -  DU2034
 DU2034  STATE/COUNTY-  AZ/MARICOPA
 DU2034  USGS QUAD   -  MINE MOUNTAIN (1978)
 DU2034
 DU2034                         *CURRENT SURVEY CONTROL
 DU2034  ___________________________________________________________________
 DU2034* NAD 83(1992)-  33 44 56.73777(N)    111 24 04.30763(W)     ADJUSTED  
 DU2034* NAVD 88     -      1902.5    (meters)    6242.     (feet)  VERTCON   
 DU2034  ___________________________________________________________________
 DU2034  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 DU2034  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DU2034  HORZ ORDER  -  FIRST
 DU2034
 DU2034.The horizontal coordinates were established by classical geodetic methods
 DU2034.and adjusted by the National Geodetic Survey in August 1993.
 DU2034
 DU2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2034
 DU2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2034
 DU2034.The geoid height was determined by GEOID03.
 DU2034
 DU2034;                    North         East     Units Scale Factor Converg.
 DU2034;SPC AZ C     -   304,945.439   261,116.624   MT  0.99992811   +0 17 11.0
 DU2034;SPC AZ C     - 1,000,477.16    856,681.84   iFT  0.99992811   +0 17 11.0
 DU2034;UTM  12      - 3,734,408.842   462,841.675   MT  0.99961702   -0 13 22.4
 DU2034
 DU2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2034!SPC AZ C     -   0.99970579  x   0.99992811  =   0.99963392
 DU2034!UTM  12      -   0.99970579  x   0.99961702  =   0.99932292
 DU2034
 DU2034|---------------------------------------------------------------------|
 DU2034| PID    Reference Object                     Distance      Geod. Az  |
 DU2034|                                                           dddmmss.s |
 DU2034| CH4933 CAMP RM 1                             3.795 METERS 02122     |
 DU2034| CH4932 CAMP AZ MK                                         1692904.9 |
 DU2034| CH4934 CAMP RM 2                             6.197 METERS 30704     |
 DU2034|---------------------------------------------------------------------|
 DU2034
 DU2034                          SUPERSEDED SURVEY CONTROL
 DU2034
 DU2034  NAD 83(1986)-  33 44 56.73510(N)    111 24 04.30955(W) AD(       ) 1
 DU2034  NAD 27      -  33 44 56.57700(N)    111 24 01.83600(W) AD(       ) 1
 DU2034  NGVD 29 (07/19/86) 1901.8    (m)         6239.     (f) VERT ANG    3  
 DU2034
 DU2034.Superseded values are not recommended for survey control.
 DU2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2034.See file dsdata.txt to determine how the superseded data were derived.
 DU2034
 DU2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6284234409(NAD 83)
 DU2034_MARKER: DS = TRIANGULATION STATION DISK
 DU2034_SETTING: 66 = SET IN ROCK OUTCROP
 DU2034
 DU2034  HISTORY     - Date     Condition        Report By
 DU2034  HISTORY     - 1946     MONUMENTED       CGS
 DU2034
 DU2034                          STATION DESCRIPTION
 DU2034
 DU2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2034'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE WEST-NORTHWEST OF
 DU2034'ROOSEVELT, AND ABOUT 8 MILES AIRLINE SOUTH-SOUTHEAST OF SUNFLOWER
 DU2034'ON THE HIGHEST POINT OF WHAT IS KNOWN AS PINE MOUNTAIN.  THE
 DU2034'STATION MARK IS A BRONZE DISK STAMPED, CAMP 1946, SET IN
 DU2034'OUTCROPPING BEDROCK WHICH PROJECTS 7 FEET.  IT IS ON THE SOUTH
 DU2034'EDGE OF A PROMINENT BRUSH COVERED KNOLL.
 DU2034'
 DU2034'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED, CAMP NO 1 1946,
 DU2034'SET IN OUTCROPPING BED ROCK WHICH PROJECTS 8 INCHES.  IT IS
 DU2034'NORTH-NORTHEAST OF AND 8 INCHES LOWER THAN STATION MARK.
 DU2034'
 DU2034'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED, CAMP NO 2 1946,
 DU2034'SET IN OUTCROPPING BEDROCK WHICH PROJECTS 16 INCHES.  IT IS
 DU2034'NORTHWEST OF AND 5 FEET LOWER THAN STATION MARK.
 DU2034'
 DU2034'THE AZIMUTH MARK IS A BRONZE DISK STAMPED, CAMP 1946, SET IN
 DU2034'OUTCROPPING BEDROCK ON A PROMINENT KNOLL 0.3 MILE SOUTH OF
 DU2034'STATION, 50 YARDS WEST OF EDGE OF MOUNTAIN AND 4 WEST OF THE
 DU2034'HIGHEST POINT OF KNOLL.
 DU2034'
 DU2034'TO REACH STATION FROM THE VALLEY NATIONAL BANK IN MESA.  GO EAST
 DU2034'ON U.S. HIGHWAY 60 AND 70, 8.8 MILES TO A CROSSROAD.  TURN LEFT
 DU2034'OFF HIGHWAY, GO 6.8 MILE TO A FORK AT BASE OF A HILL.  TURN
 DU2034'RIGHT, GO 7.6 MILES TO BRIDGE ACROSS SALT RIVER.  CONTINUE 2.4
 DU2034'MILES TO A FORK AT A RANCH.  TURN LEFT, GO 18.8 MILES TO A ROAD
 DU2034'LEFT.  TURN LEFT, GO 0.5 MILE TO THE DOS S RANCH AND END OF
 DU2034'TRUCK TRAVEL.  THE STATION IS ABOUT 6 MILES EAST OF HERE.  FROM
 DU2034'HERE IT IS A SIX HOUR HORSE PACK TO THE STATION AND GUIDE IS
 DU2034'NEEDED AS THE WAY IS VERY ROCKY AND BRUSHY.  MR. HUGHES WHO
 DU2034'OWNS THE RANCH IS WELL ACQUAINTED WITH THE COUNTRY AND ALSO
 DU2034'HAS PACK AND SADDLE STOCK.  THE DISTRICT FOREST RANGER MR.
 DU2034'OLSON WHO HAS OFFICES IN SUNFLOWER AND MESA IS ALSO
 DU2034'ACQUAINTED WITH THE COUNTRY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1011 ***********************************************************************
 ET1011  DESIGNATION -  CAMP WOOD
 ET1011  PID         -  ET1011
 ET1011  STATE/COUNTY-  AZ/YAVAPAI
 ET1011  USGS QUAD   -  CAMP WOOD (1986)
 ET1011
 ET1011                         *CURRENT SURVEY CONTROL
 ET1011  ___________________________________________________________________
 ET1011* NAD 83(1992)-  34 50 06.81760(N)    112 55 07.12228(W)     ADJUSTED  
 ET1011* NAVD 88     -      2216.9    (meters)    7273.     (feet)  VERTCON   
 ET1011  ___________________________________________________________________
 ET1011  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 ET1011  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET1011  HORZ ORDER  -  THIRD
 ET1011
 ET1011.The horizontal coordinates were established by classical geodetic methods
 ET1011.and adjusted by the National Geodetic Survey in August 1993.
 ET1011
 ET1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1011
 ET1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1011
 ET1011.The geoid height was determined by GEOID03.
 ET1011
 ET1011;                    North         East     Units Scale Factor Converg.
 ET1011;SPC AZ C     -   425,754.055   121,715.773   MT  1.00000348   -0 34 20.6
 ET1011;SPC AZ C     - 1,396,830.89    399,329.96   iFT  1.00000348   -0 34 20.6
 ET1011;UTM  12      - 3,856,448.935   324,558.734   MT  0.99997937   -1 05 46.5
 ET1011
 ET1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1011!SPC AZ C     -   0.99965629  x   1.00000348  =   0.99965977
 ET1011!UTM  12      -   0.99965629  x   0.99997937  =   0.99963567
 ET1011
 ET1011:                Primary Azimuth Mark                     Grid Az
 ET1011:SPC AZ C     -  WILLIAMS                                 042 48 10.4
 ET1011:UTM  12      -  WILLIAMS                                 043 19 36.3
 ET1011
 ET1011|---------------------------------------------------------------------|
 ET1011| PID    Reference Object                     Distance      Geod. Az  |
 ET1011|                                                           dddmmss.s |
 ET1011| ET1004 WILLIAMS                            APPROX.14.6 KM 0421349.8 |
 ET1011| ET1003 ROUND HILL                          APPROX. 7.9 KM 0524802.0 |
 ET1011|---------------------------------------------------------------------|
 ET1011
 ET1011                          SUPERSEDED SURVEY CONTROL
 ET1011
 ET1011  NAD 83(1986)-  34 50 06.82805(N)    112 55 07.11887(W) AD(       ) 3
 ET1011  NAD 27      -  34 50 06.75700(N)    112 55 04.45500(W) AD(       ) 3
 ET1011  NGVD 29 (05/08/89) 2215.9    (m)         7270.     (f) VERT ANG    3  
 ET1011
 ET1011.Superseded values are not recommended for survey control.
 ET1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1011.See file dsdata.txt to determine how the superseded data were derived.
 ET1011
 ET1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD2455956449(NAD 83)
 ET1011_MARKER: DS = TRIANGULATION STATION DISK
 ET1011_SETTING: 66 = SET IN ROCK OUTCROP
 ET1011_SP_SET: SET IN BEDROCK
 ET1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1011+STABILITY: POSITION/ELEVATION WELL
 ET1011
 ET1011  HISTORY     - Date     Condition        Report By
 ET1011  HISTORY     - 1903     MONUMENTED       USGS
 ET1011  HISTORY     - 1935     GOOD             USFS
 ET1011
 ET1011                          STATION DESCRIPTION
 ET1011
 ET1011'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 ET1011'LOCATED ABOUT 15 MI W. OF SIMMONS POST OFFICE.  ON CAMP WOODS RD.,
 ET1011'ON EASTERN AND LOWER OF TWO PROMINENT POINTS OF NEARLY EQUAL
 ET1011'HEIGHT.
 ET1011'
 ET1011'TO REACH NOT GIVEN.
 ET1011'
 ET1011'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN SOLID
 ET1011'SANDSTONE.
 ET1011'
 ET1011'RMS--NONE SET.
 ET1011
 ET1011                          STATION RECOVERY (1935)
 ET1011
 ET1011'RECOVERY NOTE BY US FOREST SERVICE 1935
 ET1011'STATION IS ON THE HIGHEST POINT OF HIDE CREEK MOUNTAIN WHICH
 ET1011'IS THE MOST EASTERLY AND HIGHEST OF TWO PROMINENT MOUNTAINS
 ET1011'W OF SIMMONS (17 MILES AIR LINE).
 ET1011'
 ET1011'STATION MARK IS A STANDARD U.S.G.S. TABLET IN LEDGE ROCK, UNSTAMPED.
 ET1011'
 ET1011'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET1011'CREEK-SELIGMAN ROAD APPROXIMATELY 24 MILES.  THENCE TAKE THE
 ET1011'CAMP WOOD ROAD WESTERLY APPROXIMATELY 21 MILES TO HILLS RANCH.
 ET1011'THENCE GO NORTHWARDLY ABOUT 1.4 MILES ON WALNUT CREEK ROAD.
 ET1011'THENCE EASTWARDLY ABOUT 1.2 MILES ON A DIM ROAD.  IT IS ABOUT
 ET1011'ONE HOURS CLIMB FROM HERE TO STATION ON TOP OF MOUNTAIN.
 ET1011'
 ET1011'SIGNAL--FLUTTER FLAGS ON 8-FOOT POLE SUPPORTED BY 6-FOOT
 ET1011'WHITEWASHED CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1866 ***********************************************************************
 CZ1866  DESIGNATION -  CAMPBELL
 CZ1866  PID         -  CZ1866
 CZ1866  STATE/COUNTY-  AZ/PIMA
 CZ1866  USGS QUAD   -  TUCSON NORTH (1992)
 CZ1866
 CZ1866                         *CURRENT SURVEY CONTROL
 CZ1866  ___________________________________________________________________
 CZ1866* NAD 83(2007)-  32 19 28.04541(N)    110 55 39.65894(W)     ADJUSTED  
 CZ1866* NAVD 88     -       845.4    (meters)    2774.     (feet)  GPS OBS   
 CZ1866  ___________________________________________________________________
 CZ1866  EPOCH DATE  -        2007.00
 CZ1866  X           -  -1,927,249.317 (meters)                     COMP
 CZ1866  Y           -  -5,039,659.363 (meters)                     COMP
 CZ1866  Z           -   3,391,325.776 (meters)                     COMP
 CZ1866  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 CZ1866  ELLIP HEIGHT-         816.560 (meters)          (02/10/07) ADJUSTED
 CZ1866  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ1866
 CZ1866  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1866  Type    PID    Designation                      North   East  Ellip
 CZ1866  -------------------------------------------------------------------
 CZ1866  NETWORK CZ1866 CAMPBELL                          0.94   0.88   1.74
 CZ1866  -------------------------------------------------------------------
 CZ1866
 CZ1866.The horizontal coordinates were established by GPS observations
 CZ1866.and adjusted by the National Geodetic Survey in February 2007.
 CZ1866
 CZ1866.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1866.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1866.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1866.The epoch date for horizontal control is a decimal equivalence
 CZ1866.of Year/Month/Day.
 CZ1866
 CZ1866.The orthometric height was determined by GPS observations and a
 CZ1866.high-resolution geoid model.
 CZ1866
 CZ1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1866
 CZ1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1866
 CZ1866.The ellipsoidal height was determined by GPS observations
 CZ1866.and is referenced to NAD 83.
 CZ1866
 CZ1866.The geoid height was determined by GEOID03.
 CZ1866
 CZ1866;                    North         East     Units Scale Factor Converg.
 CZ1866;SPC AZ C     -   147,272.090   306,474.267   MT  1.00000689   +0 31 43.9
 CZ1866;SPC AZ C     -   483,176.15  1,005,493.00   iFT  1.00000689   +0 31 43.9
 CZ1866;UTM  12      - 3,576,402.529   506,806.561   MT  0.99960057   +0 02 19.2
 CZ1866
 CZ1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1866!SPC AZ C     -   0.99987181  x   1.00000689  =   0.99987870
 CZ1866!UTM  12      -   0.99987181  x   0.99960057  =   0.99947243
 CZ1866
 CZ1866:                Primary Azimuth Mark                     Grid Az
 CZ1866:SPC AZ C     -  CAMPBELL AZ MK                           001 59 08.3
 CZ1866:UTM  12      -  CAMPBELL AZ MK                           002 28 33.0
 CZ1866
 CZ1866|---------------------------------------------------------------------|
 CZ1866| PID    Reference Object                     Distance      Geod. Az  |
 CZ1866|                                                           dddmmss.s |
 CZ1866| CC7090 CAMPBELL AZ MK                                     0023052.2 |
 CZ1866| CC7091 CAMPBELL RM 1                        17.427 METERS 04129     |
 CZ1866| CZ1867 TUCSON RAD STA KIKX MAST            APPROX. 4.8 KM 1390326.9 |
 CZ1866| CC7092 CAMPBELL RM 2                        13.375 METERS 22623     |
 CZ1866|---------------------------------------------------------------------|
 CZ1866
 CZ1866                          SUPERSEDED SURVEY CONTROL
 CZ1866
 CZ1866  ELLIP H (07/18/02)  816.580  (m)                       GP(       ) 4 2
 CZ1866  NAD 83(1992)-  32 19 28.04571(N)    110 55 39.65796(W) AD(       ) 1
 CZ1866  ELLIP H (08/23/93)  816.693  (m)                       GP(       ) 4 2
 CZ1866  NAD 83(1986)-  32 19 28.04163(N)    110 55 39.65423(W) AD(       ) 1
 CZ1866  NAD 27      -  32 19 27.77297(N)    110 55 37.32335(W) AD(       ) 1
 CZ1866  NGVD 29 (07/19/86)  844.0    (m)         2769.     (f) VERT ANG    3  
 CZ1866
 CZ1866.Superseded values are not recommended for survey control.
 CZ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1866.See file dsdata.txt to determine how the superseded data were derived.
 CZ1866
 CZ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0680776403(NAD 83)
 CZ1866_MARKER: DS = TRIANGULATION STATION DISK
 CZ1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1866_SP_SET: CONCRETE POST
 CZ1866_STAMPING: CAMPBELL 1971
 CZ1866_MARK LOGO: NGS   
 CZ1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1866+STABILITY: SURFACE MOTION
 CZ1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1866+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 CZ1866
 CZ1866  HISTORY     - Date     Condition        Report By
 CZ1866  HISTORY     - 1971     MONUMENTED       NGS
 CZ1866  HISTORY     - 1971     GOOD             NGS
 CZ1866  HISTORY     - 19900524 GOOD             AZ-019
 CZ1866
 CZ1866                          STATION DESCRIPTION
 CZ1866
 CZ1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1866'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF THE INTERSECTION OF
 CZ1866'BROADWAY AND CAMPBELL AVENUE IN DOWNTOWN TUCSON, ON A NORTH-SOUTH
 CZ1866'RIDGE, IN THE MEDIAN THAT SEPARATES THE NORTH AND SOUTH BOUND LANES
 CZ1866'OF CAMPBELL AVENUE, THIS IS PIMA COUNTY ROAD RIGHT-OF-WAY
 CZ1866'PROPERTY.
 CZ1866'
 CZ1866'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 10
 CZ1866'AND INA ROAD, WHICH IS ABOUT 10 MILES NORTH OF DOWNTOWN TUCSON, GO
 CZ1866'EAST ON INA ROAD FOR 7.3 MILES TO SKYLINE DRIVE ON THE RIGHT.  GO
 CZ1866'SOUTHEAST ON SKYLINE DRIVE FOR 1.6 MILES TO ITS INTERSECTION WITH
 CZ1866'CAMPBELL AVENUE.  TURN LEFT AND GO NORTH ON CAMPBELL AVENUE FOR
 CZ1866'0.2 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 CZ1866'CONTINUE NORTH FOR 0.9 MILE TO THE END OF CAMPBELL AVENUE AND THE
 CZ1866'AZIMUTH MARK AT THE EAST END OF A METAL GUARDRAIL.
 CZ1866'
 CZ1866'THE STATION MARK IS A STANDARD DISK STAMPED CAMPBELL 1971, SET IN THE
 CZ1866'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 CZ1866'THE GROUND SURFACE.  IT IS 46 FEET WEST OF THE NORTHBOUND LANE, 41
 CZ1866'FEET EAST OF THE SOUTH BOUND LANE AND 9 FEET SOUTHWEST OF A METAL
 CZ1866'WITNESS POST WITH SIGN ATTACHED.
 CZ1866'
 CZ1866'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMPBELL NO 1 1971, SET
 CZ1866'FLUSH WITH THE GROUND SURFACE AND CEMENTED IN A DRILL HOLE IN A
 CZ1866'BOULDER.  IT IS 52 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST,
 CZ1866'49 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE AND 34 FEET EAST
 CZ1866'OF THE SOUTH BOUND LANE.
 CZ1866'
 CZ1866'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMPBELL NO 2 1971, SET
 CZ1866'FLUSH WITH THE GROUND SURFACE AND CEMENTED IN A DRILL HOLE IN A
 CZ1866'BOULDER.  IT IS 50 FEET SOUTHWEST OF THE METAL WITNESS POST, 44
 CZ1866'FEET WEST OF THE NORTH BOUND LANE AND 43 FEET EAST OF THE SOUTH
 CZ1866'BOUND LANE.
 CZ1866'
 CZ1866'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMPBELL 1971, SET IN
 CZ1866'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 3
 CZ1866'INCHES.  IT IS 89 FEET SOUTH OF A POWER LINE POLE, 62 FEET
 CZ1866'EAST-SOUTHEAST OF A POWERLINE POLE AND 1 FOOT NORTH OF THE EAST
 CZ1866'END OF A METAL GUARD RAIL.
 CZ1866'
 CZ1866'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
 CZ1866
 CZ1866                          STATION RECOVERY (1971)
 CZ1866
 CZ1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1866'RECOVERED IN GOOD CONDITION.
 CZ1866
 CZ1866                          STATION RECOVERY (1990)
 CZ1866
 CZ1866'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1866'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND ORANGE
 CZ1866'GROVE ROAD, EXIT NUMBER 250, TRAVEL EAST ALONG ORANGE GROVE ROAD 10.6
 CZ1866'KM (6.59 MI) TO THE TERMINUS OF OGANGE GROVE ROAD INTERSECTING WITH
 CZ1866'SKYLINE DRIVE. TURN RIGHT SOUTHEAST AND PROCEED ALONG SKYLINE DRIVE
 CZ1866'1.1 KM (0.68 MI) TO ITS INTERSECTION WITH CAMPBELL AVENUE. TURN LEFT
 CZ1866'(NORTH) ALONG CAMPBELL AVENUE 0.24 KM (0.15 MI) TO A PAVED CROSSOVER
 CZ1866'THRUOGH A MEDIAN LANDSCAPED WITH NATURAL VEGITATION. STATION IS
 CZ1866'APPROX 9 M (29.53 FT) NORTH OF CENTER OF PAVED CROSSOVER.
 CZ1866'FOUND STANDARD TRIANGULATION DISC SET IN A 0.3 M (0.98 FT) CONCRETE
 CZ1866'MONUMENT WITHIN 1 M (3.28 FT) OF A METAL WHITNESS POST. REFERANCE
 CZ1866'MARKS NO. 1 AND NO. 2  WERE ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2368 ***********************************************************************
 CZ2368  DESIGNATION -  CAMPBELL
 CZ2368  PID         -  CZ2368
 CZ2368  STATE/COUNTY-  AZ/PIMA
 CZ2368  USGS QUAD   -  TUCSON (1992)
 CZ2368
 CZ2368                         *CURRENT SURVEY CONTROL
 CZ2368  ___________________________________________________________________
 CZ2368* NAD 83(1992)-  32 10 36.11429(N)    110 56 40.03911(W)     ADJUSTED  
 CZ2368* NAVD 88     -       772.6    (meters)    2535.     (feet)  VERTCON   
 CZ2368  ___________________________________________________________________
 CZ2368  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 CZ2368  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ2368  HORZ ORDER  -  SECOND
 CZ2368
 CZ2368.The horizontal coordinates were established by classical geodetic methods
 CZ2368.and adjusted by the National Geodetic Survey in August 1993.
 CZ2368
 CZ2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2368
 CZ2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2368
 CZ2368.The geoid height was determined by GEOID03.
 CZ2368
 CZ2368;                    North         East     Units Scale Factor Converg.
 CZ2368;SPC AZ C     -   130,873.118   305,043.438   MT  1.00000363   +0 31 04.0
 CZ2368;SPC AZ C     -   429,373.75  1,000,798.68   iFT  1.00000363   +0 31 04.0
 CZ2368;UTM  12      - 3,560,023.004   505,236.407   MT  0.99960034   +0 01 46.5
 CZ2368
 CZ2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2368!SPC AZ C     -   0.99988331  x   1.00000363  =   0.99988694
 CZ2368!UTM  12      -   0.99988331  x   0.99960034  =   0.99948369
 CZ2368
 CZ2368|---------------------------------------------------------------------|
 CZ2368| PID    Reference Object                     Distance      Geod. Az  |
 CZ2368|                                                           dddmmss.s |
 CZ2368| CR8303 CAMPBELL RM 1                         7.756 METERS 03905     |
 CZ2368| CZ2371 PARK                                APPROX. 1.7 KM 3025436.5 |
 CZ2368| CR8304 CAMPBELL RM 2                        13.285 METERS 33933     |
 CZ2368|---------------------------------------------------------------------|
 CZ2368
 CZ2368                          SUPERSEDED SURVEY CONTROL
 CZ2368
 CZ2368  NAD 83(1986)-  32 10 36.11126(N)    110 56 40.03625(W) AD(       ) 2
 CZ2368  NGVD 29 (05/20/88)  771.9    (m)         2532.     (f) VERT ANG    3  
 CZ2368
 CZ2368.Superseded values are not recommended for survey control.
 CZ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2368.See file dsdata.txt to determine how the superseded data were derived.
 CZ2368
 CZ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0523660023(NAD 83)
 CZ2368_MARKER: DS = TRIANGULATION STATION DISK
 CZ2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2368+STABILITY: SURFACE MOTION
 CZ2368
 CZ2368  HISTORY     - Date     Condition        Report By
 CZ2368  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2368
 CZ2368                          STATION DESCRIPTION
 CZ2368
 CZ2368'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2368'THE STATION IS LOCATED ALONG INTERSTATE HIGHWAY 10 IN TUCSON AT THE
 CZ2368'CAMPBELL AVENUE INTERCHANGE.
 CZ2368'
 CZ2368'THE STATION MARK IS AN AZDT DISK STAMPED---CAMPBELL 1982---.  IT IS
 CZ2368'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS SET IN THE MEDIAN
 CZ2368'43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH BOUND BRIDGE.
 CZ2368'25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTH BOUND BRIDGE.
 CZ2368'11 FEET WEST OF THE NORTH BOUND GUARD RAIL AND 3 FEET NORTH OF THE
 CZ2368'WITNESS POST.
 CZ2368'
 CZ2368'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CAMPBELL RM 1 1982---.  IT
 CZ2368'IS SET IN THE SOUTHWEST BRIDGE ABUTMENT OF THE NORTH BOUND BRIDGE.
 CZ2368'
 CZ2368'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CAMPBELL RM 2 1982---.  IT
 CZ2368'IS SET IN THE SOUTHEAST BRIDGE ABUTMENT OF THE SOUTH BOUND BRIDGE.
 CZ2368'
 CZ2368'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND PARK AVENUE
 CZ2368'INTERCHANGE IN TUCSON, TRAVEL SOUTHEAST ALONG I-10 FOR 0.9 MILE TO THE
 CZ2368'CAMPBELL AVENUE INTERCHANGE.  TURN RIGH ON EXIT RAMP AND TRAVEL 0.15
 CZ2368'MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0084 ***********************************************************************
 EU0084  DESIGNATION -  CAN
 EU0084  PID         -  EU0084
 EU0084  STATE/COUNTY-  AZ/MOHAVE
 EU0084  USGS QUAD   -  YUCCA NW (1970)
 EU0084
 EU0084                         *CURRENT SURVEY CONTROL
 EU0084  ___________________________________________________________________
 EU0084* NAD 83(1992)-  34 55 39.45188(N)    114 08 56.30319(W)     ADJUSTED  
 EU0084* NAVD 88     -       624.379  (meters)    2048.48   (feet)  ADJUSTED  
 EU0084  ___________________________________________________________________
 EU0084  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 EU0084  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 EU0084  DYNAMIC HT  -         623.679 (meters)    2046.19  (feet)  COMP
 EU0084  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0084
 EU0084  HORZ ORDER  -  SECOND
 EU0084  VERT ORDER  -  FIRST     CLASS II
 EU0084
 EU0084.The horizontal coordinates were established by classical geodetic methods
 EU0084.and adjusted by the National Geodetic Survey in August 1993.
 EU0084
 EU0084.The orthometric height was determined by differential leveling
 EU0084.and adjusted in June 1991.
 EU0084
 EU0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0084
 EU0084.The geoid height was determined by GEOID03.
 EU0084
 EU0084.The dynamic height is computed by dividing the NAVD 88
 EU0084.geopotential number by the normal gravity value computed on the
 EU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0084.degrees latitude (g = 980.6199 gals.).
 EU0084
 EU0084.The modeled gravity was interpolated from observed gravity values.
 EU0084
 EU0084;                    North         East     Units Scale Factor Converg.
 EU0084;SPC AZ W     -   435,632.984   176,908.763   MT  0.99994970   -0 13 42.4
 EU0084;SPC AZ W     - 1,429,242.07    580,409.33   iFT  0.99994970   -0 13 42.4
 EU0084;UTM  11      - 3,868,728.594   760,427.097   MT  1.00043598   +1 37 59.7
 EU0084
 EU0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0084!SPC AZ W     -   0.99990665  x   0.99994970  =   0.99985635
 EU0084!UTM  11      -   0.99990665  x   1.00043598  =   1.00034259
 EU0084
 EU0084|---------------------------------------------------------------------|
 EU0084| PID    Reference Object                     Distance      Geod. Az  |
 EU0084|                                                           dddmmss.s |
 EU0084| EU0086 CAN RM 1                             12.215 METERS 02319     |
 EU0084| EU0085 CAN RM 2                             11.105 METERS 11850     |
 EU0084| EU0908 YUCCA RAILROAD WATER TANK           APPROX. 5.9 KM 1843621.4 |
 EU0084| EU0087 CAN AZ MK                           321.360 METERS 35941     |
 EU0084|---------------------------------------------------------------------|
 EU0084
 EU0084                          SUPERSEDED SURVEY CONTROL
 EU0084
 EU0084  NAD 83(1986)-  34 55 39.45206(N)    114 08 56.30585(W) AD(       ) 2
 EU0084  NAD 27      -  34 55 39.40420(N)    114 08 53.46690(W) AD(       ) 2
 EU0084  NGVD 29 (??/??/??)  623.647  (m)         2046.08   (f) ADJUSTED    1 2
 EU0084
 EU0084.Superseded values are not recommended for survey control.
 EU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0084.See file dsdata.txt to determine how the superseded data were derived.
 EU0084
 EU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6042768729(NAD 83)
 EU0084_MARKER: DE = TRAVERSE STATION DISK
 EU0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0084_STAMPING: CAN 1961
 EU0084_MARK LOGO: CGS   
 EU0084_PROJECTION: PROJECTING 10 CENTIMETERS
 EU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0084+STABILITY: SURFACE MOTION
 EU0084
 EU0084  HISTORY     - Date     Condition        Report By
 EU0084  HISTORY     - 1961     MONUMENTED       CGS
 EU0084  HISTORY     - 1961     GOOD             CGS
 EU0084  HISTORY     - 1971     GOOD             NGS
 EU0084  HISTORY     - 1981     GOOD             NGS
 EU0084
 EU0084                          STATION DESCRIPTION
 EU0084
 EU0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0084'STATION IS LOCATED ABOUT 19 AIR-MILES SOUTH OF KINGMAN, ABOUT
 EU0084'4-1/2 MILES NORTH OF YUCCA, ABOUT 100 YARDS EAST OF U.S. HIGHWAY
 EU0084'66 AND ON SLIGHTLY HIGHER GROUND THAN SURROUNDING AREA.
 EU0084'
 EU0084'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 ON THE
 EU0084'SOUTHWEST EDGE OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY 66 FOR
 EU0084'19.3 MILES TO MILE POST 32, CONTINUE 0.25 MILES TO THE AZIMUTH
 EU0084'MARK ON LEFT, CONTINUE SOUTHERLY ON U.S. HIGHWAY 66 FOR 0.2 MILE
 EU0084'TO STATION ON LEFT AS DESCRIBED.
 EU0084'
 EU0084'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CAN 1961, IS SET
 EU0084'IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 EU0084'3 INCHES.  THE MARK IS 271 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EU0084'66, 192 FEET NORTHEAST OF A TELEPHONE POLE AND 4.5 FEET EAST
 EU0084'OF THE WITNESS POST.
 EU0084'
 EU0084'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CAN NO 1 1961,
 EU0084'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 EU0084'ABOUT 3 INCHES.  THE MARK IS 283 FEET EAST OF THE CENTER OF U.S.
 EU0084'HIGHWAY 66 AND 41 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 EU0084'
 EU0084'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CAN NO 2 1961,
 EU0084'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 EU0084'ABOUT 3 INCHES.  THE MARK IS 306 FEET EAST OF THE CENTER OF U.S.
 EU0084'HIGHWAY 66 AND 41 FEET SOUTHEAST OF THE WITNESS POST.
 EU0084'
 EU0084'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CAN 1961, IS SET IN
 EU0084'THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 EU0084'INCHES.  THE MARK IS 100.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EU0084'66, 113.5 FEET NORTH OF A TELEPHONE POLE, 3.5 FEET SOUTH OF THE
 EU0084'WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 EU0084'
 EU0084'NOTE--THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 56.71 FEET
 EU0084'OR 17.285 M.
 EU0084'
 EU0084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EU0084
 EU0084                          STATION RECOVERY (1961)
 EU0084
 EU0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EU0084'4.3 MI NE FROM YUCCA.
 EU0084'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0084'THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 100
 EU0084'YARDS EAST TO THE TOP OF A SAND RIDGE, 267 FEET EAST OF THE
 EU0084'CENTER OF THE HIGHWAY, 167 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 EU0084'192 FEET NORTHEAST OF A POWER POLE, 4.5 FEET NORTHEAST OF A METAL
 EU0084'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EU0084'4 INCHES.
 EU0084
 EU0084                          STATION RECOVERY (1971)
 EU0084
 EU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0084'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 EU0084'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EU0084'
 EU0084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 EU0084'NORTH OF YUCCA
 EU0084
 EU0084                          STATION RECOVERY (1981)
 EU0084
 EU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0084'7.2 KM (4.5 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0084'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.55 KM (0.35 MI)
 EU0084'SOUTH OF MILEPOST 30, ON TOP OF A SMALL KNOLL, 81.4 METERS (267 FT)
 EU0084'EAST OF THE CENTERLINE OF THE EAST BOUND LANES, 23.2 METERS (76 FT)
 EU0084'EAST OF THE RIGHT-OF-WAY FENCE.
 EU0084'THE MARK IS 1.4 METERS  SE FROM A WITNESS POST.
 EU0084'THE MARK IS 3.7 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2000 ***********************************************************************
 DV2000  DESIGNATION -  CAN
 DV2000  PID         -  DV2000
 DV2000  STATE/COUNTY-  AZ/MARICOPA
 DV2000  USGS QUAD   -  NEW RIVER (1981)
 DV2000
 DV2000                         *CURRENT SURVEY CONTROL
 DV2000  ___________________________________________________________________
 DV2000* NAD 83(1992)-  33 54 03.72041(N)    112 09 49.11200(W)     ADJUSTED  
 DV2000* NAVD 88     -       615.5    (meters)    2019.     (feet)  VERTCON   
 DV2000  ___________________________________________________________________
 DV2000  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 DV2000  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DV2000  HORZ ORDER  -  SECOND
 DV2000
 DV2000.The horizontal coordinates were established by classical geodetic methods
 DV2000.and adjusted by the National Geodetic Survey in August 1993.
 DV2000
 DV2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2000
 DV2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2000
 DV2000.The geoid height was determined by GEOID03.
 DV2000
 DV2000;                    North         East     Units Scale Factor Converg.
 DV2000;SPC AZ C     -   321,704.888   190,519.047   MT  0.99990643   -0 08 15.9
 DV2000;SPC AZ C     - 1,055,462.23    625,062.49   iFT  0.99990643   -0 08 15.9
 DV2000;UTM  12      - 3,751,792.262   392,412.885   MT  0.99974269   -0 38 56.7
 DV2000
 DV2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2000!SPC AZ C     -   0.99990792  x   0.99990643  =   0.99981436
 DV2000!UTM  12      -   0.99990792  x   0.99974269  =   0.99965063
 DV2000
 DV2000|---------------------------------------------------------------------|
 DV2000| PID    Reference Object                     Distance      Geod. Az  |
 DV2000|                                                           dddmmss.s |
 DV2000| CH4935 CAN RM 1                             34.451 METERS 04658     |
 DV2000| DV2001 RED                                 APPROX. 2.8 KM 2113420.9 |
 DV2000| CH4936 CAN RM 2                             10.547 METERS 21843     |
 DV2000|---------------------------------------------------------------------|
 DV2000
 DV2000                          SUPERSEDED SURVEY CONTROL
 DV2000
 DV2000  NAD 83(1986)-  33 54 03.71526(N)    112 09 49.11572(W) AD(       ) 2
 DV2000  NAD 27      -  33 54 03.58601(N)    112 09 46.55054(W) AD(       ) 2
 DV2000  NGVD 29 (07/19/86)  614.9    (m)         2017.     (f) VERT ANG    3  
 DV2000
 DV2000.Superseded values are not recommended for survey control.
 DV2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2000.See file dsdata.txt to determine how the superseded data were derived.
 DV2000
 DV2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9241351792(NAD 83)
 DV2000_MARKER: DD = SURVEY DISK
 DV2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2000+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV2000
 DV2000  HISTORY     - Date     Condition        Report By
 DV2000  HISTORY     - 1978     MONUMENTED       AZDT
 DV2000  HISTORY     - 20020330 GOOD             USPSQD
 DV2000  HISTORY     - 20070629 GOOD             GEOCAC
 DV2000
 DV2000                          STATION DESCRIPTION
 DV2000
 DV2000'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2000'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF NEW RIVER ALONG
 DV2000'THE WEST SIDE OF LAKE PLEASANT RD.
 DV2000'
 DV2000'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CAN 1976 AND
 DV2000'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 DV2000'72 FEET WEST OF ROAD CENTERLINE, 15 FEET NORTH OF A 12 FOOT
 DV2000'HIGH PALO VERDE TREE AND IS 5 FEET WEST OF A WITNESS SIGN AND
 DV2000'POST.
 DV2000'
 DV2000'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CAN RM
 DV2000'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 73 FEET WEST
 DV2000'OF ROADWAY CENTERLINE.
 DV2000'
 DV2000'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CAN RM
 DV2000'1 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 88 FEET WEST
 DV2000'OF ROADWAY CENTERLINE.
 DV2000'
 DV2000'TO REACH THE STATION FROM THE NEW RIVER INTERCHANGE AND I-17,
 DV2000'GO SOUTHWEST ON THE LAKE PLEASANT RD. FOR 1.4 MILES WHERE ROAD
 DV2000'CURVES TO SOUTH.  STATION IS LOCATED ON THE EXTENSION OF THE
 DV2000'ROADS, NE-SW TANGENT WEST OF CURVE IN ROAD.
 DV2000'
 DV2000'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2000
 DV2000                          STATION RECOVERY (2002)
 DV2000
 DV2000'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV2000'SIGN MISSING FROM WITNESS POST
 DV2000
 DV2000                          STATION RECOVERY (2007)
 DV2000
 DV2000'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2000'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AND
 DV2000'REFERENCE MARK 1 IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING
 DV2000'UPDATE TO THE DESCRIPTION   THERE WAS NO WITNESS POST OR PALO VERDE
 DV2000'TREE IN THE AREA, AND THE STATION MARK IS 3 FEET NORTH OF A STATE
 DV2000'TRUST LAND SIGN. THE STAMPING ON REFERENCE MARK 1 HAS BEEN SCRAPED
 DV2000'OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2227 ***********************************************************************
 DV2227  DESIGNATION -  CAN
 DV2227  PID         -  DV2227
 DV2227  STATE/COUNTY-  AZ/MARICOPA
 DV2227  USGS QUAD   -  PERRYVILLE (1982)
 DV2227
 DV2227                         *CURRENT SURVEY CONTROL
 DV2227  ___________________________________________________________________
 DV2227* NAD 83(2007)-  33 23 49.90985(N)    112 26 31.50919(W)     NO CHECK  
 DV2227* NAVD 88     -       274.7    (meters)     901.     (feet)  VERTCON   
 DV2227  ___________________________________________________________________
 DV2227  EPOCH DATE  -        2007.00
 DV2227  X           -  -2,034,937.339 (meters)                     COMP
 DV2227  Y           -  -4,926,853.066 (meters)                     COMP
 DV2227  Z           -   3,490,955.048 (meters)                     COMP
 DV2227  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DV2227  ELLIP HEIGHT-         244.281 (meters)          (02/10/07) NO CHECK
 DV2227  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV2227
 DV2227  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2227  Type    PID    Designation                      North   East  Ellip
 DV2227  -------------------------------------------------------------------
 DV2227  NETWORK DV2227 CAN                               2.55   1.88  11.54
 DV2227  -------------------------------------------------------------------
 DV2227
 DV2227.The horizontal coordinates were established by GPS observations
 DV2227.and adjusted by the National Geodetic Survey in February 2007.
 DV2227
 DV2227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2227.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2227.No horizontal observational check was made to the station.
 DV2227.The horizontal coordinates are valid at the epoch date displayed above.
 DV2227.The epoch date for horizontal control is a decimal equivalence
 DV2227.of Year/Month/Day.
 DV2227
 DV2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2227
 DV2227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2227
 DV2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2227
 DV2227.The ellipsoidal height was determined by GPS observations
 DV2227.and is referenced to NAD 83.
 DV2227
 DV2227.The geoid height was determined by GEOID03.
 DV2227
 DV2227;                    North         East     Units Scale Factor Converg.
 DV2227;SPC AZ C     -   265,922.840   164,483.693   MT  0.99992944   -0 17 21.2
 DV2227;SPC AZ C     -   872,450.26    539,644.66   iFT  0.99992944   -0 17 21.2
 DV2227;UTM  12      - 3,696,250.789   365,887.570   MT  0.99982175   -0 47 38.0
 DV2227
 DV2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2227!SPC AZ C     -   0.99996165  x   0.99992944  =   0.99989109
 DV2227!UTM  12      -   0.99996165  x   0.99982175  =   0.99978341
 DV2227
 DV2227                          SUPERSEDED SURVEY CONTROL
 DV2227
 DV2227  ELLIP H (06/11/02)  244.315  (m)                       GP(       ) 4 2
 DV2227  NAD 83(1992)-  33 23 49.90790(N)    112 26 31.50891(W) AD(       ) 1
 DV2227  ELLIP H (08/23/93)  244.453  (m)                       GP(       ) 4 2
 DV2227  NAD 83(1986)-  33 23 49.90223(N)    112 26 31.51506(W) AD(       ) 1
 DV2227  NGVD 29 (09/11/89)  274.0    (m)          899.     (f) GPS OBS     3  
 DV2227
 DV2227.Superseded values are not recommended for survey control.
 DV2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2227.See file dsdata.txt to determine how the superseded data were derived.
 DV2227
 DV2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6588896251(NAD 83)
 DV2227_MARKER: DD = SURVEY DISK
 DV2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2227+STABILITY: SURFACE MOTION
 DV2227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2227+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2227
 DV2227  HISTORY     - Date     Condition        Report By
 DV2227  HISTORY     - 1986     MONUMENTED       AZDT
 DV2227  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV2227
 DV2227                          STATION DESCRIPTION
 DV2227
 DV2227'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2227'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) WEST-SOUTHWEST OF
 DV2227'GOODYEAR, ARIZONA.
 DV2227'
 DV2227'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85
 DV2227'AND COTTON LANE, GO WEST ON STATE ROUTE 85 FOR 1.7 KM (1.05 MI) TO A
 DV2227'CANAL ROAD ON THE RIGHT, TURN RIGHT ON THE CANAL ROAD AND THE
 DV2227'STATION IS ON THE LEFT, SOUTH OF THE CANAL.
 DV2227'
 DV2227'THE STATION IS A STANDARD A.G.S. DISK
 DV2227'STAMPED---CAN 1986---,
 DV2227'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2227'13 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 DV2227'1.07 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2227'1.28 METERS (4.2 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2227'4.88 METERS (16.0 FT) SOUTH FROM THE CENTERLINE OF A ROADWAY,
 DV2227'43.89 METERS (144.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DV2227'S.R. 85 BRIDGE OVER CANAL.
 DV2227'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2227'STAMPED---CAN 1986---,
 DV2227'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DV2227
 DV2227                          STATION RECOVERY (2008)
 DV2227
 DV2227'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2227'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2227'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1665 ***********************************************************************
 DB1665  DESIGNATION -  CAN
 DB1665  PID         -  DB1665
 DB1665  STATE/COUNTY-  AZ/YUMA
 DB1665  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB1665
 DB1665                         *CURRENT SURVEY CONTROL
 DB1665  ___________________________________________________________________
 DB1665* NAD 83(1992)-  32 27 30.52598(N)    114 16 28.69804(W)     ADJUSTED  
 DB1665* NAVD 88     -       487.4    (meters)    1599.     (feet)  VERTCON   
 DB1665  ___________________________________________________________________
 DB1665  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 DB1665  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DB1665  HORZ ORDER  -  THIRD
 DB1665
 DB1665.The horizontal coordinates were established by classical geodetic methods
 DB1665.and adjusted by the National Geodetic Survey in August 1993.
 DB1665
 DB1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1665
 DB1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1665
 DB1665.The geoid height was determined by GEOID03.
 DB1665
 DB1665;                    North         East     Units Scale Factor Converg.
 DB1665;SPC AZ W     -   161,829.692   164,036.542   MT  0.99996332   -0 16 53.7
 DB1665;SPC AZ W     -   530,937.31    538,177.63   iFT  0.99996332   -0 16 53.7
 DB1665;UTM  11      - 3,594,527.928   756,177.039   MT  1.00040935   +1 27 48.5
 DB1665
 DB1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1665!SPC AZ W     -   0.99992877  x   0.99996332  =   0.99989209
 DB1665!UTM  11      -   0.99992877  x   1.00040935  =   1.00033809
 DB1665
 DB1665                          SUPERSEDED SURVEY CONTROL
 DB1665
 DB1665  NAD 83(1986)-  32 27 30.53492(N)    114 16 28.70935(W) AD(       ) 3
 DB1665  NGVD 29 (04/26/91)  486.7    (m)         1597.     (f) VERT ANG    3  
 DB1665
 DB1665.Superseded values are not recommended for survey control.
 DB1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1665.See file dsdata.txt to determine how the superseded data were derived.
 DB1665
 DB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR5617794528(NAD 83)
 DB1665_MARKER: DD = SURVEY DISK
 DB1665_SETTING: 66 = SET IN ROCK OUTCROP
 DB1665_SP_SET: SET IN BEDROCK
 DB1665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1665+STABILITY: POSITION/ELEVATION WELL
 DB1665
 DB1665  HISTORY     - Date     Condition        Report By
 DB1665  HISTORY     - 1964     MONUMENTED       USGS
 DB1665
 DB1665                          STATION DESCRIPTION
 DB1665
 DB1665'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1665'LOCATED ABOUT 23 MI SE. OF YUMA, ABOUT 16 MI SW. OF WELLTON.  ON
 DB1665'HIGHEST POINT OF RANGE OF HILLS THAT EXTEND SOUTHWARD FROM WEST
 DB1665'FLANK OF GILA MTNS.
 DB1665'
 DB1665'REACHED BY HELICOPTER.
 DB1665'
 DB1665'STATION MARK--STANDARD TABLET STAMPED---CAN 1964---, IN DRILL HOLE
 DB1665'IN BEDROCK.
 DB1665'
 DB1665'RM 1--STANDARD TABLET STAMPED---NO 1---, IN DRILL HOLE IN BOULDER,
 DB1665'31.8 FT FROM STATION MARK.
 DB1665'
 DB1665'RM 2--STANDARD TABLET STAMPED---NO 2---, IN DRILL HOLE IN BOULDER,
 DB1665'9.78 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0087 ***********************************************************************
 EU0087  DESIGNATION -  CAN AZ MK
 EU0087  PID         -  EU0087
 EU0087  STATE/COUNTY-  AZ/MOHAVE
 EU0087  USGS QUAD   -  YUCCA NW (1970)
 EU0087
 EU0087                         *CURRENT SURVEY CONTROL
 EU0087  ___________________________________________________________________
 EU0087* NAD 83(2007)-  34 55 49.88008(N)    114 08 56.37495(W)     ADJUSTED  
 EU0087* NAVD 88     -       626.762  (meters)    2056.30   (feet)  ADJUSTED  
 EU0087  ___________________________________________________________________
 EU0087  EPOCH DATE  -        2007.00
 EU0087  X           -  -2,141,831.875 (meters)                     COMP
 EU0087  Y           -  -4,777,161.751 (meters)                     COMP
 EU0087  Z           -   3,631,892.239 (meters)                     COMP
 EU0087  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 EU0087  ELLIP HEIGHT-         597.147 (meters)          (02/10/07) ADJUSTED
 EU0087  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 EU0087  DYNAMIC HT  -         626.060 (meters)    2054.00  (feet)  COMP
 EU0087
 EU0087  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EU0087  Type    PID    Designation                      North   East  Ellip
 EU0087  -------------------------------------------------------------------
 EU0087  NETWORK EU0087 CAN AZ MK                         0.43   0.37   0.98
 EU0087  -------------------------------------------------------------------
 EU0087  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 EU0087
 EU0087  VERT ORDER  -  FIRST     CLASS II
 EU0087
 EU0087.The horizontal coordinates were established by GPS observations
 EU0087.and adjusted by the National Geodetic Survey in February 2007.
 EU0087
 EU0087.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EU0087.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EU0087.The horizontal coordinates are valid at the epoch date displayed above.
 EU0087.The epoch date for horizontal control is a decimal equivalence
 EU0087.of Year/Month/Day.
 EU0087
 EU0087.The orthometric height was determined by differential leveling
 EU0087.and adjusted in June 1991.
 EU0087
 EU0087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EU0087
 EU0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0087
 EU0087.The ellipsoidal height was determined by GPS observations
 EU0087.and is referenced to NAD 83.
 EU0087
 EU0087.The geoid height was determined by GEOID03.
 EU0087
 EU0087.The dynamic height is computed by dividing the NAVD 88
 EU0087.geopotential number by the normal gravity value computed on the
 EU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0087.degrees latitude (g = 980.6199 gals.).
 EU0087
 EU0087.The modeled gravity was interpolated from observed gravity values.
 EU0087
 EU0087;                    North         East     Units Scale Factor Converg.
 EU0087;SPC AZ W     -   435,954.333   176,908.223   MT  0.99994970   -0 13 42.5
 EU0087;SPC AZ W     - 1,430,296.37    580,407.56   iFT  0.99994970   -0 13 42.5
 EU0087;UTM  11      - 3,869,049.912   760,416.112   MT  1.00043591   +1 38 00.1
 EU0087
 EU0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0087!SPC AZ W     -   0.99990628  x   0.99994970  =   0.99985598
 EU0087!UTM  11      -   0.99990628  x   1.00043591  =   1.00034214
 EU0087
 EU0087                          SUPERSEDED SURVEY CONTROL
 EU0087
 EU0087  ELLIP H (01/12/01)  597.175  (m)                       GP(       ) 4 1
 EU0087  NAD 83(1992)-  34 55 49.87925(N)    114 08 56.37447(W) AD(       ) 1
 EU0087  ELLIP H (03/14/97)  597.107  (m)                       GP(       ) 3 1
 EU0087  NAVD 88 (03/14/97)  626.76   (m)         2056.3    (f) LEVELING    3  
 EU0087  NGVD 29 (??/??/??)  626.030  (m)         2053.90   (f) ADJUSTED    1 2
 EU0087
 EU0087.Superseded values are not recommended for survey control.
 EU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0087.See file dsdata.txt to determine how the superseded data were derived.
 EU0087
 EU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6041669050(NAD 83)
 EU0087_MARKER: DZ = AZIMUTH MARK DISK
 EU0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0087_STAMPING: CAN 1961
 EU0087_MARK LOGO: CGS   
 EU0087_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 EU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0087+STABILITY: SURFACE MOTION
 EU0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0087+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EU0087
 EU0087  HISTORY     - Date     Condition        Report By
 EU0087  HISTORY     - 1961     MONUMENTED       CGS
 EU0087  HISTORY     - 1981     GOOD             NGS
 EU0087  HISTORY     - 19951215 GOOD             CHANCE
 EU0087  HISTORY     - 20080625 GOOD             GEOANA
 EU0087
 EU0087                          STATION DESCRIPTION
 EU0087
 EU0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0087'4.5 MI NE FROM YUCCA.
 EU0087'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0087'THENCE 4.2 MILES NORTH ALONG U.S. HIGHWAY 66, 101 FEET EAST OF
 EU0087'THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 EU0087'114 FEET NORTH OF A TELEPHONE POLE, 3.5 FEET SOUTH OF A METAL
 EU0087'WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 EU0087'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EU0087
 EU0087                          STATION RECOVERY (1981)
 EU0087
 EU0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0087'7.6 KM (4.7 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0087'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.2 KM (0.1 MI)
 EU0087'SOUTH OF MILEPOST 30, 30.8 METERS (101 FT) EAST OF THE CENTERLINE
 EU0087'OF THE EAST BOUND LANES, 28 METERS (92 FT) WEST OF THE RIGHT OF WAY
 EU0087'FENCE.
 EU0087'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 EU0087'THE MARK IS 1.8 M ABOVE THE EAST BOUND LANES.
 EU0087
 EU0087                          STATION RECOVERY (1995)
 EU0087
 EU0087'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 EU0087'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 EU0087'THE STATION IS LOCATED APPROXIMATELY 7.6 KM (4.70 MI) NORTHEAST OF THE
 EU0087'CITY OF YUCCA ALONG THE EAST BOUND LANES OF INTERSTATE 40.  THE
 EU0087'STATION IS LOCATED ON STATE OF ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH
 EU0087'THE STATION FROM THE ALAMO ROAD OVERPASS (EXIT 25 ON INTERSTATE 40) IN
 EU0087'YUCCA, GO 7.4 KM (4.60 MI) NORTHEAST ALONG THE EAST BOUND LANES OF
 EU0087'INTERSTATE 40 TO THE STATION ON THE RIGHT THE STATION IS A STANDARD
 EU0087'CGS DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.08 M (0.26 FT)
 EU0087'ABOVE GROUND LEVEL.  THE STATION IS LOCATED 240 M (787.4 FT) SOUTH OF
 EU0087'MILEPOST 30, 30.8 M (101.0 FT) EAST OF THE CENTERLINE OF THE EAST
 EU0087'BOUND LANES OF INTERSTATE 40, 28.0 M (91.9 FT) WEST OF THE RIGHT OF
 EU0087'WAY FENCE, 1.8 M (5.9 FT) ABOVE THE EAST BOUND LANES, AND 1.0 M (3.3
 EU0087'FT) SOUTH FROM A WITNESS POST
 EU0087
 EU0087                          STATION RECOVERY (2008)
 EU0087
 EU0087'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 EU0087'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0086 ***********************************************************************
 EU0086  DESIGNATION -  CAN RM 1
 EU0086  PID         -  EU0086
 EU0086  STATE/COUNTY-  AZ/MOHAVE
 EU0086  USGS QUAD   -  YUCCA NW (1970)
 EU0086
 EU0086                         *CURRENT SURVEY CONTROL
 EU0086  ___________________________________________________________________
 EU0086* NAD 83(1986)-  34 55 39.     (N)    114 08 58.     (W)     SCALED    
 EU0086* NAVD 88     -       624.509  (meters)    2048.91   (feet)  ADJUSTED  
 EU0086  ___________________________________________________________________
 EU0086  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EU0086  DYNAMIC HT  -         623.809 (meters)    2046.61  (feet)  COMP
 EU0086  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0086
 EU0086  VERT ORDER  -  FIRST     CLASS II
 EU0086
 EU0086.The horizontal coordinates were scaled from a topographic map and have
 EU0086.an estimated accuracy of +/- 6 seconds.
 EU0086
 EU0086.The orthometric height was determined by differential leveling
 EU0086.and adjusted in June 1991.
 EU0086
 EU0086.The geoid height was determined by GEOID03.
 EU0086
 EU0086.The dynamic height is computed by dividing the NAVD 88
 EU0086.geopotential number by the normal gravity value computed on the
 EU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0086.degrees latitude (g = 980.6199 gals.).
 EU0086
 EU0086.The modeled gravity was interpolated from observed gravity values.
 EU0086
 EU0086;                    North         East    Units  Estimated Accuracy
 EU0086;SPC AZ W     -   435,620.      176,870.      MT  (+/- 180 meters Scaled)
 EU0086
 EU0086                          SUPERSEDED SURVEY CONTROL
 EU0086
 EU0086  NGVD 29 (??/??/??)  623.777  (m)         2046.51   (f) ADJUSTED    1 2
 EU0086
 EU0086.Superseded values are not recommended for survey control.
 EU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0086.See file dsdata.txt to determine how the superseded data were derived.
 EU0086
 EU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU603687(NAD 83)
 EU0086_MARKER: DR = REFERENCE MARK DISK
 EU0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0086_STAMPING: CAN NO 1 1961
 EU0086_MARK LOGO: CGS   
 EU0086_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0086+STABILITY: SURFACE MOTION
 EU0086
 EU0086  HISTORY     - Date     Condition        Report By
 EU0086  HISTORY     - 1961     MONUMENTED       CGS
 EU0086  HISTORY     - 1981     GOOD             NGS
 EU0086
 EU0086                          STATION DESCRIPTION
 EU0086
 EU0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0086'4.3 MI NE FROM YUCCA.
 EU0086'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0086'THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 100
 EU0086'YARDS EAST TO THE TOP OF A SAND RIDGE, 279 FEET EAST OF THE
 EU0086'CENTER OF THE HIGHWAY, 179 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 EU0086'222 FEET NORTHEAST OF A POWER POLE, 40.0 FEET NORTH-NORTHEAST OF
 EU0086'TRAVERSE STATION CAN, 40.9 FEET NORTH-NORTHEAST OF A METAL
 EU0086'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EU0086
 EU0086                          STATION RECOVERY (1981)
 EU0086
 EU0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0086'7.2 KM (4.5 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0086'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.55 KM (0.35 MI)
 EU0086'SOUTH OF MILEPOST 30, ON TOP OF A SMALL KNOLL, 85 METERS (279 FT)
 EU0086'EAST OF THE CENTERLINE OF THE EAST BOUND LANES, 12.2 METERS (40 FT)
 EU0086'NORTHEAST OF STATION CAN, 26.4 METERS (86.5 FT) EAST OF THE RIGHT OF
 EU0086'WAY FENCE.
 EU0086'THE MARK IS 12.5 METERS  NE FROM A WITNESS POST.
 EU0086'THE MARK IS 3.7 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0085 ***********************************************************************
 EU0085  DESIGNATION -  CAN RM 2
 EU0085  PID         -  EU0085
 EU0085  STATE/COUNTY-  AZ/MOHAVE
 EU0085  USGS QUAD   -  YUCCA NW (1970)
 EU0085
 EU0085                         *CURRENT SURVEY CONTROL
 EU0085  ___________________________________________________________________
 EU0085* NAD 83(1986)-  34 55 39.     (N)    114 08 58.     (W)     SCALED    
 EU0085* NAVD 88     -       624.103  (meters)    2047.58   (feet)  ADJUSTED  
 EU0085  ___________________________________________________________________
 EU0085  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EU0085  DYNAMIC HT  -         623.404 (meters)    2045.28  (feet)  COMP
 EU0085  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EU0085
 EU0085  VERT ORDER  -  FIRST     CLASS II
 EU0085
 EU0085.The horizontal coordinates were scaled from a topographic map and have
 EU0085.an estimated accuracy of +/- 6 seconds.
 EU0085
 EU0085.The orthometric height was determined by differential leveling
 EU0085.and adjusted in June 1991.
 EU0085
 EU0085.The geoid height was determined by GEOID03.
 EU0085
 EU0085.The dynamic height is computed by dividing the NAVD 88
 EU0085.geopotential number by the normal gravity value computed on the
 EU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0085.degrees latitude (g = 980.6199 gals.).
 EU0085
 EU0085.The modeled gravity was interpolated from observed gravity values.
 EU0085
 EU0085;                    North         East    Units  Estimated Accuracy
 EU0085;SPC AZ W     -   435,620.      176,870.      MT  (+/- 180 meters Scaled)
 EU0085
 EU0085                          SUPERSEDED SURVEY CONTROL
 EU0085
 EU0085  NGVD 29 (??/??/??)  623.371  (m)         2045.18   (f) ADJUSTED    1 2
 EU0085
 EU0085.Superseded values are not recommended for survey control.
 EU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0085.See file dsdata.txt to determine how the superseded data were derived.
 EU0085
 EU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU603687(NAD 83)
 EU0085_MARKER: DR = REFERENCE MARK DISK
 EU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0085_STAMPING: CAN NO 2 1961
 EU0085_MARK LOGO: CGS   
 EU0085_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0085+STABILITY: SURFACE MOTION
 EU0085
 EU0085  HISTORY     - Date     Condition        Report By
 EU0085  HISTORY     - 1961     MONUMENTED       CGS
 EU0085  HISTORY     - 1981     GOOD             NGS
 EU0085
 EU0085                          STATION DESCRIPTION
 EU0085
 EU0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0085'4.3 MI NE FROM YUCCA.
 EU0085'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0085'THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 100
 EU0085'YARDS EAST TO THE TOP OF A SAND RIDGE, 300 FEET EAST OF THE
 EU0085'CENTER OF THE HIGHWAY, 200 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 EU0085'224 FEET NORTHEAST OF A POWER POLE, 36.4 FEET SOUTHEAST OF TRAVERSE
 EU0085'STATION CAN, 40.9 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 EU0085'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EU0085
 EU0085                          STATION RECOVERY (1981)
 EU0085
 EU0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0085'7.2 KM (4.5 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0085'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN ALAMO, 0.55 KM (0.35 MI)
 EU0085'SOUTH OF MILEPOST 30, ON TOP OF A SMALL KNOLL, 91.4 METTERS (300 FT)
 EU0085'EAST OF THE CENTERLINE OF THE EAST BOUND LANES, 11.1 METERS (36.4 FT)
 EU0085'SOUTHEAST OF STATION CAN, 32.9 METERS (108 FT) EAST OF THE RIGHT OF
 EU0085'WAY FENCE.
 EU0085'THE MARK IS 12.5 METERS  SE FROM A WITNESS POST.
 EU0085'THE MARK IS 3.7 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0437 ***********************************************************************
 DV0437  DESIGNATION -  CANAL
 DV0437  PID         -  DV0437
 DV0437  STATE/COUNTY-  AZ/MARICOPA
 DV0437  USGS QUAD   -  TOLLESON (1982)
 DV0437
 DV0437                         *CURRENT SURVEY CONTROL
 DV0437  ___________________________________________________________________
 DV0437* NAD 83(1992)-  33 23 40.84072(N)    112 22 30.58710(W)     ADJUSTED  
 DV0437* NAVD 88     -       280.64   (+/-2cm)     920.7    (feet)  VERTCON   
 DV0437  ___________________________________________________________________
 DV0437  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DV0437  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0437  HORZ ORDER  -  SECOND
 DV0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0437
 DV0437.The horizontal coordinates were established by classical geodetic methods
 DV0437.and adjusted by the National Geodetic Survey in August 1993.
 DV0437
 DV0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0437.The vertical order pertains to the NGVD 29 superseded value.
 DV0437
 DV0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0437
 DV0437.The geoid height was determined by GEOID03.
 DV0437
 DV0437;                    North         East     Units Scale Factor Converg.
 DV0437;SPC AZ C     -   265,614.032   170,707.909   MT  0.99992242   -0 15 08.5
 DV0437;SPC AZ C     -   871,437.11    560,065.32   iFT  0.99992242   -0 15 08.5
 DV0437;UTM  12      - 3,695,887.213   372,108.113   MT  0.99980166   -0 45 25.2
 DV0437
 DV0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0437!SPC AZ C     -   0.99996071  x   0.99992242  =   0.99988313
 DV0437!UTM  12      -   0.99996071  x   0.99980166  =   0.99976237
 DV0437
 DV0437:                Primary Azimuth Mark                     Grid Az
 DV0437:SPC AZ C     -  LITCHFIELD PARK NAF CONT TWR             009 45 14.0
 DV0437:UTM  12      -  LITCHFIELD PARK NAF CONT TWR             010 15 30.7
 DV0437
 DV0437|---------------------------------------------------------------------|
 DV0437| PID    Reference Object                     Distance      Geod. Az  |
 DV0437|                                                           dddmmss.s |
 DV0437| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 3.6 KM 0093005.5 |
 DV0437| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 3.8 KM 0123146.2 |
 DV0437| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 4.3 KM 0163054.8 |
 DV0437| DV0436 CANAL RM 1                           25.240 METERS 10104     |
 DV0437| DV0435 CANAL RM 2                           18.904 METERS 13854     |
 DV0437| CH4937 T L ZS 8                                           1740447.4 |
 DV0437| DV2130 BRADLEY                             APPROX. 4.3 KM 2355749.7 |
 DV0437|---------------------------------------------------------------------|
 DV0437
 DV0437                          SUPERSEDED SURVEY CONTROL
 DV0437
 DV0437  NAD 83(1986)-  33 23 40.83493(N)    112 22 30.59149(W) AD(       ) 2
 DV0437  NAD 27      -  33 23 40.68040(N)    112 22 28.02290(W) AD(       ) 2
 DV0437  NGVD 29 (??/??/92)  279.998  (m)          918.63   (f) ADJ UNCH    2 0
 DV0437
 DV0437.Superseded values are not recommended for survey control.
 DV0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0437.See file dsdata.txt to determine how the superseded data were derived.
 DV0437
 DV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7210895887(NAD 83)
 DV0437_MARKER: DE = TRAVERSE STATION DISK
 DV0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0437_SP_SET: CONCRETE POST
 DV0437_STAMPING: CANAL 1962
 DV0437_MARK LOGO: CGS   
 DV0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0437+STABILITY: SURFACE MOTION
 DV0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0437+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DV0437
 DV0437  HISTORY     - Date     Condition        Report By
 DV0437  HISTORY     - 1962     MONUMENTED       CGS
 DV0437  HISTORY     - 1962     GOOD             CGS
 DV0437  HISTORY     - 1972     GOOD             USE
 DV0437  HISTORY     - 19920315 GOOD             NGS
 DV0437  HISTORY     - 20040819 GOOD             DEWDAV
 DV0437  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0437
 DV0437                          STATION DESCRIPTION
 DV0437
 DV0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0437'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF AVONDALE,
 DV0437'ABOUT 1-1/4 MILE SOUTH OF U.S. HIGHWAY 80 AND IS JUST NORTHWEST
 DV0437'OF A SMALL CONCRETE BRIDGE OVER A CANAL.
 DV0437'
 DV0437'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST
 DV0437'ON WESTERN AVENUE FOR 0.85 MILE TO A CROSSROAD AND TRAFFIC
 DV0437'LIGHT IN GOODYEAR, TURN LEFT, GO SOUTH FOR 0.75 MILE TO U.S.
 DV0437'HIGHWAY 80, TURN RIGHT, GO SOUTHWEST ON U.S. HIGHWAY 80 FOR
 DV0437'1.2 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO SOUTH ON BULLARD
 DV0437'AVENUE FOR 0.6 MILE TO A CROSSROAD (W BULLARD-W BROADWAY),
 DV0437'CONTINUE SOUTH ON BULLARD AVENUE FOR 0.8 MILE TO BRIDGE OVER
 DV0437'CANAL AND THE STATION ON THE RIGHT.
 DV0437'
 DV0437'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0437'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV0437'CANAL 1962.  THE MARK IS 38 FEET NORTH-NORTHWEST OF THE NORTHWEST
 DV0437'CORNER OF CONCRETE BRIDGE, 38 FEET NORTH OF THE NORTH EDGE
 DV0437'OF CANAL, 26 FEET WEST OF CENTER OF ROAD, 6.5 FEET NORTH OF
 DV0437'POWER LINE POLE AND 3.7 FEET SOUTH OF WITNESS POST.
 DV0437'
 DV0437'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0437'ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND IS
 DV0437'STAMPED CANAL NO 1 1962.  THE MARK IS 83.8 FEET EAST OF WITNESS
 DV0437'POST, 56 FEET EAST OF CENTER OF ROAD, 55 FEET NORTH OF THE NORTH
 DV0437'EDGE OF CANAL AND 50 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DV0437'CORNER OF BRIDGE.
 DV0437'
 DV0437'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0437'HOLE IN THE NORTHEAST CORNER OF CONCRETE BRIDGE AND IS STAMPED
 DV0437'CANAL NO 2 1962.  THE MARK IS 65.2 FEET SOUTHEAST OF WITNESS
 DV0437'POST AND 14 FEET EAST OF CENTER OF ROAD.
 DV0437'
 DV0437'AZIMUTH MARK, A U.S. ARMY CORPS OF ENGINEERS BRONZE DISK
 DV0437'SET IN TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4
 DV0437'INCHES AND IS STAMPED T L ZS 8 1960.  THE MARK IS ENCIRCLED BY
 DV0437'BLACK PAINTED ROCKS, IS 79 FEET EAST OF CENTER OF ROAD AND 7.3
 DV0437'FEET WEST OF WITNESS POST.
 DV0437'
 DV0437'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 DV0437'MILE TO THE MARK ON THE LEFT.
 DV0437'
 DV0437'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 50.91 FEET OR 15.517
 DV0437'METERS.
 DV0437'
 DV0437'HEIGHT OF LIGHT ABOVE STATION MARK 4.15 METERS.
 DV0437
 DV0437                          STATION RECOVERY (1962)
 DV0437
 DV0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0437'4.2 MI SW FROM AVONDALE.
 DV0437'ABOUT 0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT
 DV0437'AVONDALE, THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2
 DV0437'MILES SOUTHWEST ALONG U.S. HIGHWAY 80, THENCE 1.4 MILES SOUTH ALONG
 DV0437'BULLARD AVENUE TO A BRIDGE OVER A LARGE CANAL, 26.5 FEET WEST OF THE
 DV0437'CENTER OF BULLARD AVENUE, 38.5 FEET NORTHWEST OF THE NORTH END OF THE
 DV0437'WEST HEADWALL OF THE BRIDGE OVER A CANAL, 49 FEET SOUTH OF THE CENTER
 DV0437'OF A DIRT ROAD ALONG THE NORTH SIDE OF THE CANAL, 6.5 FEET NORTHEAST
 DV0437'OF A POWER POLE, 3.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 DV0437'ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0437'PROJECTING 2 INCHES.
 DV0437
 DV0437                          STATION RECOVERY (1972)
 DV0437
 DV0437'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV0437'CANAL, 1962-GOOD
 DV0437'
 DV0437'CANAL NO 1, 1962-GOOD
 DV0437'
 DV0437'CANAL NO 2, 1962-GOOD
 DV0437'
 DV0437'DESCRIPTION IS ADEQUATE
 DV0437
 DV0437                          STATION RECOVERY (1992)
 DV0437
 DV0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0437'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0437'BUCKEYE, THENCE 21.3 KM (13.25 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV0437'THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG BULLARD AVENUE, 24.1 M (79.1
 DV0437'FT) WEST OF THE AVENUE CENTERLINE, 20.1 M (65.9 FT) NORTHWEST OF THE
 DV0437'NORTHWEST CORNER OF THE AVENUE BRIDGE SPANNING BUCKEYE CANAL, 3.0 M
 DV0437'(9.8 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE, 1.1 M (3.6 FT)
 DV0437'NORTH OF A WITNESS POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DV0437'AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DV0437
 DV0437                          STATION RECOVERY (2004)
 DV0437
 DV0437'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 DV0437'RECOVERED IN GOOD CONDITION.
 DV0437
 DV0437                          STATION RECOVERY (2006)
 DV0437
 DV0437'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0436 ***********************************************************************
 DV0436  DESIGNATION -  CANAL RM 1
 DV0436  PID         -  DV0436
 DV0436  STATE/COUNTY-  AZ/MARICOPA
 DV0436  USGS QUAD   -  TOLLESON (1982)
 DV0436
 DV0436                         *CURRENT SURVEY CONTROL
 DV0436  ___________________________________________________________________
 DV0436* NAD 83(1986)-  33 23 40.     (N)    112 22 31.     (W)     SCALED    
 DV0436* NAVD 88     -       280.37   (+/-2cm)     919.8    (feet)  VERTCON   
 DV0436  ___________________________________________________________________
 DV0436  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0436
 DV0436.The horizontal coordinates were scaled from a topographic map and have
 DV0436.an estimated accuracy of +/- 6 seconds.
 DV0436
 DV0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0436.The vertical order pertains to the NGVD 29 superseded value.
 DV0436
 DV0436.The geoid height was determined by GEOID03.
 DV0436
 DV0436;                    North         East    Units  Estimated Accuracy
 DV0436;SPC AZ C     -   265,590.      170,700.      MT  (+/- 180 meters Scaled)
 DV0436
 DV0436                          SUPERSEDED SURVEY CONTROL
 DV0436
 DV0436  NGVD 29 (??/??/92)  279.729  (m)          917.74   (f) ADJ UNCH    2 0
 DV0436
 DV0436.Superseded values are not recommended for survey control.
 DV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0436.See file dsdata.txt to determine how the superseded data were derived.
 DV0436
 DV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB720958(NAD 83)
 DV0436_MARKER: DR = REFERENCE MARK DISK
 DV0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0436_STAMPING: CANAL NO 1 1962
 DV0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0436+STABILITY: SURFACE MOTION
 DV0436
 DV0436  HISTORY     - Date     Condition        Report By
 DV0436  HISTORY     - 1962     MONUMENTED       CGS
 DV0436  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0436
 DV0436                          STATION DESCRIPTION
 DV0436
 DV0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0436'4.2 MI SW FROM AVONDALE.
 DV0436'ABOUT 0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT
 DV0436'AVONDALE, THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2
 DV0436'MILES SOUTHWEST ALONG U.S. HIGHWAY 80, THENCE 1.4 MILES SOUTH ALONG
 DV0436'BULLARD AVENUE TO A BRIDGE OVER A LARGE CANAL, 56 FEET EAST OF THE
 DV0436'CENTER OF BULLARD AVENUE, 49.5 FEET NORTHEAST OF THE NORTH END OF THE
 DV0436'EAST HEADWALL OF THE BRIDGE OVER A CANAL, 19 FEET NORTH OF THE CENTER
 DV0436'OF A DIRT ROAD ALONG THE NORTH SIDE OF THE CANAL, 82.8 FEET EAST OF
 DV0436'TRAVERSE STATION CANAL, 83.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 DV0436'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0436'POST PROJECTING 6 INCHES.
 DV0436
 DV0436                          STATION RECOVERY (1992)
 DV0436
 DV0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0436'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0435 ***********************************************************************
 DV0435  DESIGNATION -  CANAL RM 2
 DV0435  PID         -  DV0435
 DV0435  STATE/COUNTY-  AZ/MARICOPA
 DV0435  USGS QUAD   -  TOLLESON (1982)
 DV0435
 DV0435                         *CURRENT SURVEY CONTROL
 DV0435  ___________________________________________________________________
 DV0435* NAD 83(1986)-  33 23 40.     (N)    112 22 31.     (W)     SCALED    
 DV0435* NAVD 88     -       280.54   (+/-2cm)     920.4    (feet)  VERTCON   
 DV0435  ___________________________________________________________________
 DV0435  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0435
 DV0435.The horizontal coordinates were scaled from a topographic map and have
 DV0435.an estimated accuracy of +/- 6 seconds.
 DV0435
 DV0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0435.The vertical order pertains to the NGVD 29 superseded value.
 DV0435
 DV0435.The geoid height was determined by GEOID03.
 DV0435
 DV0435;                    North         East    Units  Estimated Accuracy
 DV0435;SPC AZ C     -   265,590.      170,700.      MT  (+/- 180 meters Scaled)
 DV0435
 DV0435                          SUPERSEDED SURVEY CONTROL
 DV0435
 DV0435  NGVD 29 (??/??/92)  279.898  (m)          918.30   (f) ADJ UNCH    2 0
 DV0435
 DV0435.Superseded values are not recommended for survey control.
 DV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0435.See file dsdata.txt to determine how the superseded data were derived.
 DV0435
 DV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB720958(NAD 83)
 DV0435_MARKER: DR = REFERENCE MARK DISK
 DV0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0435_SP_SET: BRIDGE
 DV0435_STAMPING: CANAL NO 2 1962
 DV0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0435
 DV0435  HISTORY     - Date     Condition        Report By
 DV0435  HISTORY     - 1962     MONUMENTED       CGS
 DV0435  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0435
 DV0435                          STATION DESCRIPTION
 DV0435
 DV0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0435'4.2 MI SW FROM AVONDALE.
 DV0435'ABOUT 0.9 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT
 DV0435'AVONDALE, THENCE 0.7 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 1.2
 DV0435'MILES SOUTHWEST ALONG U.S. HIGHWAY 80, THENCE 1.4 MILES SOUTH ALONG
 DV0435'BULLARD AVENUE TO A BRIDGE OVER A LARGE CANAL, SET IN TOP OF THE NORTH
 DV0435'END OF THE EAST HEADWALL OF THE CANAL BRIDGE, 14.5 FEET EAST OF THE
 DV0435'CENTER OF BULLARD AVENUE, 62.4 FEET SOUTHEAST OF TRAVERSE STATION
 DV0435'CANAL, 65.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 1 FOOT
 DV0435'ABOVE THE LEVEL OF BULLARD AVENUE.
 DV0435
 DV0435                          STATION RECOVERY (1992)
 DV0435
 DV0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0435'THE DESCRIBED BRIDGE HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2097 ***********************************************************************
 DU2097  DESIGNATION -  CANARR
 DU2097  PID         -  DU2097
 DU2097  STATE/COUNTY-  AZ/MARICOPA
 DU2097  USGS QUAD   -  HIGLEY (1981)
 DU2097
 DU2097                         *CURRENT SURVEY CONTROL
 DU2097  ___________________________________________________________________
 DU2097* NAD 83(1992)-  33 19 36.25814(N)    111 44 53.85265(W)     ADJUSTED  
 DU2097* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 DU2097  ___________________________________________________________________
 DU2097  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DU2097  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU2097  HORZ ORDER  -  THIRD
 DU2097
 DU2097.The horizontal coordinates were established by classical geodetic methods
 DU2097.and adjusted by the National Geodetic Survey in August 1993.
 DU2097
 DU2097.The orthometric height was scaled from a topographic map.
 DU2097
 DU2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2097
 DU2097.The geoid height was determined by GEOID03.
 DU2097
 DU2097;                    North         East     Units Scale Factor Converg.
 DU2097;SPC AZ C     -   257,998.266   229,035.304   MT  0.99990303   +0 05 33.0
 DU2097;SPC AZ C     -   846,451.00    751,428.16   iFT  0.99990303   +0 05 33.0
 DU2097;UTM  12      - 3,687,760.014   430,355.639   MT  0.99965980   -0 24 40.1
 DU2097
 DU2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2097!SPC AZ C     -   0.99994369  x   0.99990303  =   0.99984673
 DU2097!UTM  12      -   0.99994369  x   0.99965980  =   0.99960351
 DU2097
 DU2097|---------------------------------------------------------------------|
 DU2097| PID    Reference Object                     Distance      Geod. Az  |
 DU2097|                                                           dddmmss.s |
 DU2097| CH4939 CANARR RM 1                          17.269 METERS 13312     |
 DU2097| CH4938 CANARR AZ MK                                       2181901.1 |
 DU2097| CH4940 CANARR RM 2                          19.059 METERS 23922     |
 DU2097|---------------------------------------------------------------------|
 DU2097
 DU2097                          SUPERSEDED SURVEY CONTROL
 DU2097
 DU2097  NAD 83(1986)-  33 19 36.25247(N)    111 44 53.85619(W) AD(       ) 3
 DU2097  NAD 27      -  33 19 36.07500(N)    111 44 51.36300(W) AD(       ) 3
 DU2097
 DU2097.Superseded values are not recommended for survey control.
 DU2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2097.See file dsdata.txt to determine how the superseded data were derived.
 DU2097
 DU2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3035687760(NAD 83)
 DU2097_MARKER: DS = TRIANGULATION STATION DISK
 DU2097_SETTING: 0 = UNSPECIFIED SETTING
 DU2097
 DU2097  HISTORY     - Date     Condition        Report By
 DU2097  HISTORY     - 1936     MONUMENTED       CGS
 DU2097  HISTORY     - 1942     SEE DESCRIPTION  BOR
 DU2097  HISTORY     - 1956     MARK NOT FOUND   AMS
 DU2097  HISTORY     - 20051217 MARK NOT FOUND   GEOCAC
 DU2097  HISTORY     - 20071217 MARK NOT FOUND   GEOCAC
 DU2097
 DU2097                          STATION DESCRIPTION
 DU2097
 DU2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2097'AT THE INTERSECTION OF HIGHLAND OR EASTERN CANAL WITH THE SOUTHERN
 DU2097'PACIFIC RAILROAD, 7.1 METERS NORTHWEST OF THE NORTHWEST BANK OF
 DU2097'THE CANAL, 2.1 METERS SOUTHEAST OF A WIRE FENCE AT A POINT
 DU2097'WHERE IT MAKES A JOG, 16.5 METERS SOUTHWEST OF A CONCRETE WATER
 DU2097'GATE, AND 32.8 METERS SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DU2097'RAILROAD TRACKS.  THERE IS A ROAD BETWEEN THE STATION AND THE CANAL.
 DU2097'(THE CANAL RUNS APPROXIMATELY NORTHEAST AND SOUTHWEST, AND THE
 DU2097'RAILROAD RUNS APPROXIMATELY NORTHWEST AND SOUTHEAST.)
 DU2097'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS IN THE TOP OF
 DU2097'PIPES WHICH ARE SET IN CONCRETE.  THE CONCRETE IS A CIRCULAR
 DU2097'MASS, THE TOP OF WHICH IS ABOUT 3 INCHES BELOW THE GROUND
 DU2097'SURFACE.  THE DISK PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 DU2097'SURFACE AND ABOUT 11 INCHES ABOVE THE TOP OF THE CONCRETE.
 DU2097'REFERENCE MARK NO. 1 IS 40 PACES SOUTHWEST OF THE SOUTHWEST
 DU2097'RAIL OF THE RAILROAD TRACKS, 5 PACES SOUTHWEST OF A WIRE FENCE,
 DU2097'ABOUT 1 METER SOUTHEAST OF THE SOUTHEAST BANK OF THE CONCRETE
 DU2097'CANAL AND 17.269 METERS (56.66 FEET) FROM STATION
 DU2097'S 46 DEG 48 MIN E.  REFERENCE MARK NO. 2 IS ABOUT 51 METERS
 DU2097'SOUTHWEST OF THE SOUTHWEST RAIL (MENTIONED ABOVE), 13.8
 DU2097'METERS NORTHWEST OF THE NORTHWEST BANK OF THE CANAL, 6 INCHES
 DU2097'EAST OF A WIRE FENCE LINE AND 19.059 METERS (62.53 FEET)
 DU2097'FROM STATION S 59 DEG 22 MIN W.  THE AZIMUTH MARK, A
 DU2097'STANDARD BRONZE DISK, IS ABOUT ONE-FOURTH MILE
 DU2097'SOUTHWEST OF THE RAILROAD, ON THE NORTHWEST SIDE OF THE CANAL
 DU2097'ABOUT HALFWAY BETWEEN THE ROAD, AND THE RIGHT-OF-WAY FENCE AND
 DU2097'0.2 MILE FROM STATION S 38 DEG 19 MIN W.
 DU2097
 DU2097                          STATION RECOVERY (1942)
 DU2097
 DU2097'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1942
 DU2097'BRONZE DISK BROKEN, SUPPORTING PIPE BENT OVER, REFERENCE MARKS
 DU2097'INTACT.
 DU2097
 DU2097                          STATION RECOVERY (1956)
 DU2097
 DU2097'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2097'STATION NOT FOUND - INDICATED MEASUREMENT WOULD PLACE MARK ON A
 DU2097'FIELD DRIVE AND AS IT PROJECTED ABOVE GROUND IT IS BELIEVED
 DU2097'TO BE DESTROYED.
 DU2097'
 DU2097'REFERENCE MARK 2 WAS FOUND BADLY BENT OVER.
 DU2097'
 DU2097'REFERENCE MARK 1 NOT FOUND.
 DU2097'
 DU2097'AZIMUTH MARK FOUND DESTROYED.
 DU2097
 DU2097                          STATION RECOVERY (2005)
 DU2097
 DU2097'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2097'THE ADJUSTED COORDINATES POINT TO THE MIDDLE OF AN ASPHALT PAVED
 DU2097'WALKWAY. AN ATTEMPT TO LOCATE REFERENCE MARK 2 WAS ALSO MADE, AND A
 DU2097'WIRE LINE FENCE WAS LOCATED APPROXIMATELY 62 FEET FROM THE ADJUSTED
 DU2097'COORDINATES OF THE STATION, BUT PROBING AN INCH INTO THE HARD PACK
 DU2097'SOIL IN THE AREA DID NOT REVEAL THE MARK.
 DU2097
 DU2097                          STATION RECOVERY (2007)
 DU2097
 DU2097'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2097'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2097'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1162 ***********************************************************************
 CG1162  DESIGNATION -  CANARY
 CG1162  PID         -  CG1162
 CG1162  STATE/COUNTY-  AZ/COCHISE
 CG1162  USGS QUAD   -  MC GREW SPRING (1973)
 CG1162
 CG1162                         *CURRENT SURVEY CONTROL
 CG1162  ___________________________________________________________________
 CG1162* NAD 83(1992)-  31 52 20.10273(N)    110 20 29.70171(W)     ADJUSTED  
 CG1162* NAVD 88     -      1400.1    (meters)    4593.     (feet)  VERTCON   
 CG1162  ___________________________________________________________________
 CG1162  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 CG1162  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG1162  HORZ ORDER  -  SECOND
 CG1162
 CG1162.The horizontal coordinates were established by classical geodetic methods
 CG1162.and adjusted by the National Geodetic Survey in August 1993.
 CG1162
 CG1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1162
 CG1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1162
 CG1162.The geoid height was determined by GEOID03.
 CG1162
 CG1162;                    North         East     Units Scale Factor Converg.
 CG1162;SPC AZ E     -    96,716.215   196,810.298   MT  0.99990338   -0 05 32.5
 CG1162;SPC AZ E     -   317,310.42    645,703.08   iFT  0.99990338   -0 05 32.5
 CG1162;SPC AZ C     -    97,784.708   362,393.984   MT  1.00017385   +0 49 54.6
 CG1162;SPC AZ C     -   320,815.97  1,188,956.64   iFT  1.00017385   +0 49 54.6
 CG1162;UTM  12      - 3,526,464.747   562,277.613   MT  0.99964783   +0 20 51.6
 CG1162
 CG1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1162!SPC AZ E     -   0.99978456  x   0.99990338  =   0.99968796
 CG1162!SPC AZ C     -   0.99978456  x   1.00017385  =   0.99995838
 CG1162!UTM  12      -   0.99978456  x   0.99964783  =   0.99943247
 CG1162
 CG1162|---------------------------------------------------------------------|
 CG1162| PID    Reference Object                     Distance      Geod. Az  |
 CG1162|                                                           dddmmss.s |
 CG1162| CS6096 CANARY RM 1                          10.632 METERS 20844     |
 CG1162| CS6097 CANARY RM 2                          11.553 METERS 33329     |
 CG1162|---------------------------------------------------------------------|
 CG1162
 CG1162                          SUPERSEDED SURVEY CONTROL
 CG1162
 CG1162  NAD 83(1986)-  31 52 20.09633(N)    110 20 29.69834(W) AD(       ) 2
 CG1162  NGVD 29 (06/28/91) 1399.2    (m)         4591.     (f) VERT ANG    3  
 CG1162
 CG1162.Superseded values are not recommended for survey control.
 CG1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1162.See file dsdata.txt to determine how the superseded data were derived.
 CG1162
 CG1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6227826465(NAD 83)
 CG1162_MARKER: DS = TRIANGULATION STATION DISK
 CG1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1162+STABILITY: SURFACE MOTION
 CG1162
 CG1162  HISTORY     - Date     Condition        Report By
 CG1162  HISTORY     - 1986     MONUMENTED       AZDT
 CG1162  HISTORY     - 19981001 GOOD             USPSQD
 CG1162  HISTORY     - 20051031 MARK NOT FOUND   NGS
 CG1162
 CG1162                          STATION DESCRIPTION
 CG1162
 CG1162'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1162'THE STATION IS LOCATED 7 MILES SOUTHWEST OF BENSON ALONG THE WEST SIDE
 CG1162'OF STATE ROUTE 90.
 CG1162'
 CG1162'THE STATION MARK IS AN AZDT DISK STAMPED---CANARY 1986---.  IT IS SET
 CG1162'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 81 FEET WEST OF
 CG1162'THE CENTER LINE OF STATE ROUTE 90, 19 FEET EAST OF THE RIGHT OF WAY
 CG1162'FENCE AND 4 FEET SOUTH OF THE WITNESS POST.
 CG1162'
 CG1162'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CANARY RM 1 1986---.  IT IS
 CG1162'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1162'
 CG1162'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CANARY RM 2 1986---.  IT IS
 CG1162'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1162'
 CG1162'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG1162'10 FOR 3 MILES TO THE STATE ROUTE 90 INTERCHANGE.  TRAVEL SOUTH ALONG
 CG1162'S.R. 90 FOR 5.0 MILES TO A CROSS ROAD, CONTINUE SOUTH ALONG S.R. 90
 CG1162'FOR 1.4 MILES TO THE STATION ON THE RIGHT.  IT IS ON TOP OF A 25 FOOT
 CG1162'CUTBANK AT MILE POST 296.
 CG1162
 CG1162                          STATION RECOVERY (1998)
 CG1162
 CG1162'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1162'RECOVERED IN GOOD CONDITION.
 CG1162
 CG1162                          STATION RECOVERY (2005)
 CG1162
 CG1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG1162'CIRCA 2000, HWY 90 WAS 4-LANED WITH NEW NORTH-BOUND LANES REMOVING ANY
 CG1162'SIGN OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1095 ***********************************************************************
 ET1095  DESIGNATION -  CANE
 ET1095  PID         -  ET1095
 ET1095  STATE/COUNTY-  AZ/MOHAVE
 ET1095  USGS QUAD   -  PILGRIM WASH (1967)
 ET1095
 ET1095                         *CURRENT SURVEY CONTROL
 ET1095  ___________________________________________________________________
 ET1095* NAD 83(1992)-  34 54 13.56169(N)    113 39 22.14144(W)     ADJUSTED  
 ET1095* NAVD 88     -       813.4    (meters)    2669.     (feet)  VERTCON   
 ET1095  ___________________________________________________________________
 ET1095  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 ET1095  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 ET1095  HORZ ORDER  -  SECOND
 ET1095
 ET1095.The horizontal coordinates were established by classical geodetic methods
 ET1095.and adjusted by the National Geodetic Survey in August 1993.
 ET1095
 ET1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1095
 ET1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1095
 ET1095.The geoid height was determined by GEOID03.
 ET1095
 ET1095;                    North         East     Units Scale Factor Converg.
 ET1095;SPC AZ W     -   432,917.690   221,936.806   MT  0.99993424   +0 03 13.3
 ET1095;SPC AZ W     - 1,420,333.63    728,139.13   iFT  0.99993424   +0 03 13.3
 ET1095;UTM  12      - 3,865,591.521   257,308.206   MT  1.00032599   -1 31 14.1
 ET1095
 ET1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1095!SPC AZ W     -   0.99987683  x   0.99993424  =   0.99981108
 ET1095!UTM  12      -   0.99987683  x   1.00032599  =   1.00020278
 ET1095
 ET1095|---------------------------------------------------------------------|
 ET1095| PID    Reference Object                     Distance      Geod. Az  |
 ET1095|                                                           dddmmss.s |
 ET1095| CH2857 CANE RM 1                             9.095 METERS 16918     |
 ET1095| ET1097 NITE                                APPROX. 5.8 KM 3482008.1 |
 ET1095| CH2858 CANE RM 2                             8.665 METERS 34909     |
 ET1095|---------------------------------------------------------------------|
 ET1095
 ET1095                          SUPERSEDED SURVEY CONTROL
 ET1095
 ET1095  NAD 83(1986)-  34 54 13.56254(N)    113 39 22.14700(W) AD(       ) 2
 ET1095  NAD 27      -  34 54 13.52685(N)    113 39 19.36256(W) AD(       ) 2
 ET1095  NGVD 29 (07/19/86)  812.6    (m)         2666.     (f) VERT ANG    3  
 ET1095
 ET1095.Superseded values are not recommended for survey control.
 ET1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1095.See file dsdata.txt to determine how the superseded data were derived.
 ET1095
 ET1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5730865592(NAD 83)
 ET1095_MARKER: DD = SURVEY DISK
 ET1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1095
 ET1095  HISTORY     - Date     Condition        Report By
 ET1095  HISTORY     - 1979     MONUMENTED       AZDT
 ET1095  HISTORY     - 19980702 GOOD             USPSQD
 ET1095
 ET1095                          STATION DESCRIPTION
 ET1095
 ET1095'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1095'THE STATION IS LOCATED ABOUT 14 MILES WEST NORTHWEST OF WICKIEUP ALONG
 ET1095'THE WEST SIDE OF U.S. HIGHWAY 93.
 ET1095'
 ET1095'THE STATION MARK IS AN ADOT DISK STAMPED, CANE 1979.  IT IS SET IN TOP
 ET1095'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  3.4
 ET1095'FEET EAST SOUTHEAST OF THE WITNESS POST.
 ET1095'
 ET1095'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CANE RM 1 1979.  IT IS SET
 ET1095'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1095'
 ET1095'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CANE RM 2 1979.  IT IS SET
 ET1095'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1095'
 ET1095'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1095'U.S. HIGHWAY 93 FOR 14.24 MILES TO A HIGHWAY CUT AND THE STATION ON
 ET1095'THE LEFT.  97 FEET WEST OF THE HIGHWAY CENTERLINE.
 ET1095
 ET1095                          STATION RECOVERY (1998)
 ET1095
 ET1095'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0622 ***********************************************************************
 GP0622  DESIGNATION -  CANE
 GP0622  PID         -  GP0622
 GP0622  STATE/COUNTY-  AZ/COCONINO
 GP0622  USGS QUAD   -  BUFFALO TANKS (1985)
 GP0622
 GP0622                         *CURRENT SURVEY CONTROL
 GP0622  ___________________________________________________________________
 GP0622* NAD 83(1992)-  36 31 48.14881(N)    111 56 34.76219(W)     ADJUSTED  
 GP0622* NAVD 88     -      1612.     (meters)    5289.     (feet)  SCALED    
 GP0622  ___________________________________________________________________
 GP0622  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 GP0622  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 GP0622  HORZ ORDER  -  SECOND
 GP0622
 GP0622.The horizontal coordinates were established by classical geodetic methods
 GP0622.and adjusted by the National Geodetic Survey in August 1993.
 GP0622
 GP0622.The orthometric height was scaled from a topographic map.
 GP0622
 GP0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0622
 GP0622.The geoid height was determined by GEOID03.
 GP0622
 GP0622;                    North         East     Units Scale Factor Converg.
 GP0622;SPC AZ C     -   613,322.797   211,002.856   MT  0.99990007   -0 00 56.4
 GP0622;SPC AZ C     - 2,012,213.90    692,266.59   iFT  0.99990007   -0 00 56.4
 GP0622;UTM  12      - 4,043,153.924   415,581.840   MT  0.99968780   -0 33 40.8
 GP0622
 GP0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0622!SPC AZ C     -   0.99975061  x   0.99990007  =   0.99965070
 GP0622!UTM  12      -   0.99975061  x   0.99968780  =   0.99943849
 GP0622
 GP0622:                Primary Azimuth Mark                     Grid Az
 GP0622:SPC AZ C     -  ROCK CANYON                              309 56 06.2
 GP0622:UTM  12      -  ROCK CANYON                              310 28 50.6
 GP0622
 GP0622|---------------------------------------------------------------------|
 GP0622| PID    Reference Object                     Distance      Geod. Az  |
 GP0622|                                                           dddmmss.s |
 GP0622| GQ0266 ROCK CANYON                         APPROX.10.4 KM 3095509.8 |
 GP0622|---------------------------------------------------------------------|
 GP0622
 GP0622                          SUPERSEDED SURVEY CONTROL
 GP0622
 GP0622  NAD 83(1986)-  36 31 48.14617(N)    111 56 34.75742(W) AD(       ) 2
 GP0622  NAD 27      -  36 31 48.20000(N)    111 56 32.14100(W) AD(       ) 2
 GP0622
 GP0622.Superseded values are not recommended for survey control.
 GP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0622.See file dsdata.txt to determine how the superseded data were derived.
 GP0622
 GP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1558243154(NAD 83)
 GP0622_MARKER: DS = TRIANGULATION STATION DISK
 GP0622_SETTING: 80 = SET IN A BOULDER
 GP0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0622+STABILITY: SURFACE MOTION
 GP0622
 GP0622  HISTORY     - Date     Condition        Report By
 GP0622  HISTORY     - 1902     MONUMENTED       USGS
 GP0622  HISTORY     - 1933     GOOD             USGS
 GP0622  HISTORY     - 1934     GOOD             USGS
 GP0622
 GP0622                          STATION DESCRIPTION
 GP0622
 GP0622'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 GP0622'LOCATED 4 MI SE. OF CANE SPRINGS.  ON EAST BANK OF NORTH CANYON
 GP0622'WASH, NEAR NORTH LINE OF GRAND CANYON FOREST RESERVE.
 GP0622'
 GP0622'TO REACH FROM CANE SPRINGS, TAKE WAGON RD.
 GP0622'
 GP0622'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0622'IN ROCK UNDER CENTER OF CAIRN 6-1/2 FT. HIGH AND 6 FT. IN
 GP0622'DIAMETER AT BASE.
 GP0622'
 GP0622'RMS--NONE SET.
 GP0622
 GP0622                          STATION RECOVERY (1933)
 GP0622
 GP0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GP0622'RECOVERED IN GOOD CONDITION.
 GP0622
 GP0622                          STATION RECOVERY (1934)
 GP0622
 GP0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 GP0622'STATION CANE, IS ON THE EAST BANK OF THE NORTH CANYON WASH AT A
 GP0622'POINT 4 MILES SOUTHEAST OF CANE SPRINGS RANCH IN THE HOUSE
 GP0622'ROCK VALLEY, AND 1/4 MILE NORTHWEST OF THE GENERAL LAND OFFICE
 GP0622'PIPE MARKING QUARTER CORNER SECS. 11 AND 14, AND 44.75 FEET
 GP0622'EAST OF U.S. GEOLOGICAL SURVEY STATION CANE (1933), GEOLOGICAL
 GP0622'SURVEY STATION BEING MARKED BY A DISK SET IN ROCK UNDER A
 GP0622'ROCK CAIRN 6-1/2 FEET HIGH AND 6 FEET IN DIAMETER.  THE G.L.O.
 GP0622'
 GP0622'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY GOING SOUTHEAST
 GP0622'ON THE OLD HIGHWAY FOR 3.7 MILES (THIS POINT IS 0.6 MILE SOUTH
 GP0622'OF PARKERS RANCH), TURN RIGHT (SOUTH) GO 2.0 MILES, TAKE LEFT
 GP0622'FORK GO 3.0 MILES, TAKE LEFT FORK GO 3.8 MILES, KEEP LEFT,
 GP0622'(SIGN READS HOUSE ROCK 13, LEES FERRY 40) GO 1.8 MILES TO THE
 GP0622'CANE RANCH (CANE SPRINGS), FROM HERE TAKE A DIM WAGON ROAD
 GP0622'LEADING EAST AND FOLLOW 5.5 MILES TO A DIM CROSS ROAD, TURN
 GP0622'RIGHT GO 0.6 MILE, TURN RIGHT (SOUTHWEST) ACROSS COUNTRY,
 GP0622'GO 0.4 MILE TO STATION.  THE GEOLOGICAL SURVEY CAIRN CAN BE
 GP0622'SEEN FROM ALL POINTS WITHIN 1/2 MILE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0623 ***********************************************************************
 GP0623  DESIGNATION -  CANE
 GP0623  PID         -  GP0623
 GP0623  STATE/COUNTY-  AZ/COCONINO
 GP0623  USGS QUAD   -  BUFFALO TANKS (1985)
 GP0623
 GP0623                         *CURRENT SURVEY CONTROL
 GP0623  ___________________________________________________________________
 GP0623* NAD 83(1992)-  36 31 48.20095(N)    111 56 34.21770(W)     ADJUSTED  
 GP0623* NAVD 88     -      1612.2    (meters)    5289.     (feet)  VERTCON   
 GP0623  ___________________________________________________________________
 GP0623  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 GP0623  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 GP0623  HORZ ORDER  -  FIRST
 GP0623
 GP0623.The horizontal coordinates were established by classical geodetic methods
 GP0623.and adjusted by the National Geodetic Survey in August 1993.
 GP0623
 GP0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0623
 GP0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0623
 GP0623.The geoid height was determined by GEOID03.
 GP0623
 GP0623;                    North         East     Units Scale Factor Converg.
 GP0623;SPC AZ C     -   613,324.400   211,016.400   MT  0.99990007   -0 00 56.1
 GP0623;SPC AZ C     - 2,012,219.16    692,311.02   iFT  0.99990007   -0 00 56.1
 GP0623;UTM  12      - 4,043,155.398   415,595.396   MT  0.99968777   -0 33 40.5
 GP0623
 GP0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0623!SPC AZ C     -   0.99975058  x   0.99990007  =   0.99965067
 GP0623!UTM  12      -   0.99975058  x   0.99968777  =   0.99943843
 GP0623
 GP0623:                Primary Azimuth Mark                     Grid Az
 GP0623:SPC AZ C     -  T36N R4E SECS 11 14 1/4 COR              143 44 26.5
 GP0623:UTM  12      -  T36N R4E SECS 11 14 1/4 COR              144 17 10.9
 GP0623
 GP0623|---------------------------------------------------------------------|
 GP0623| PID    Reference Object                     Distance      Geod. Az  |
 GP0623|                                                           dddmmss.s |
 GP0623| CH2355 T36N R4E SECS 11 14 1/4 COR                        1434330.4 |
 GP0623| GP0622 CANE                                 13.640 METERS 26314     |
 GP0623| CH2856 CANE RM 1                            18.298 METERS 35206     |
 GP0623|---------------------------------------------------------------------|
 GP0623
 GP0623                          SUPERSEDED SURVEY CONTROL
 GP0623
 GP0623  NAD 83(1986)-  36 31 48.19831(N)    111 56 34.21294(W) AD(       ) 1
 GP0623  NAD 27      -  36 31 48.25200(N)    111 56 31.59700(W) AD(       ) 1
 GP0623  NGVD 29 (05/08/89) 1611.2    (m)         5286.     (f) VERT ANG    3  
 GP0623
 GP0623.Superseded values are not recommended for survey control.
 GP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0623.See file dsdata.txt to determine how the superseded data were derived.
 GP0623
 GP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1559543155(NAD 83)
 GP0623_MARKER: DS = TRIANGULATION STATION DISK
 GP0623_SETTING: 80 = SET IN A BOULDER
 GP0623_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0623
 GP0623  HISTORY     - Date     Condition        Report By
 GP0623  HISTORY     - 1934     MONUMENTED       CGS
 GP0623  HISTORY     - 1952     GOOD             CGS
 GP0623  HISTORY     - 1954     GOOD             USGS
 GP0623  HISTORY     - 1956     GOOD             USGS
 GP0623  HISTORY     - 1972     GOOD             AZHD
 GP0623
 GP0623                          STATION DESCRIPTION
 GP0623
 GP0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0623'STATION IS ON THE EAST BANK OF THE NORTH CANYON WASH AT A
 GP0623'POINT 4 MILES SOUTHEAST OF CANE SPRINGS RANCH IN THE HOUSE
 GP0623'ROCK VALLEY, AND 1/4 MILE NORTHWEST OF THE GENERAL LAND OFFICE
 GP0623'PIPE MARKING QUARTER CORNER SECS. 11 AND 14, AND 44.75 FEET
 GP0623'EAST OF U.S. GEOLOGICAL SURVEY STATION CANE (1933), GEOLOGICAL
 GP0623'SURVEY STATION BEING MARKED BY A DISK SET IN ROCK UNDER A
 GP0623'ROCK CAIRN 6-1/2 FEET HIGH AND 6 FEET IN DIAMETER.  THE G.L.O.
 GP0623'PIPE WAS USED AS AZIMUTH MARK.
 GP0623'
 GP0623'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY GOING SOUTHEAST
 GP0623'ON THE OLD HIGHWAY FOR 3.7 MILES (THIS POINT IS 0.6 MILE SOUTH
 GP0623'OF PARKERS RANCH), TURN RIGHT (SOUTH) GO 2.0 MILES, TAKE LEFT
 GP0623'FORK GO 3.0 MILES, TAKE LEFT FORK GO 3.8 MILES, KEEP LEFT,
 GP0623'(SIGN READS HOUSE ROCK 13, LEES FERRY 40) GO 1.8 MILES TO THE
 GP0623'CANE RANCH (CANE SPRINGS), FROM HERE TAKE A DIM WAGON ROAD
 GP0623'LEADING EAST AND FOLLOW 5.5 MILES TO A DIM CROSS ROAD, TURN
 GP0623'RIGHT GO 0.6 MILE, TURN RIGHT (SOUTHWEST) ACROSS COUNTRY,
 GP0623'GO 0.4 MILE TO STATION.  THE GEOLOGICAL SURVEY CAIRN CAN BE
 GP0623'SEEN FROM ALL POINTS WITHIN 1/2 MILE OF THE STATION.
 GP0623'
 GP0623'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0623
 GP0623                          STATION RECOVERY (1952)
 GP0623
 GP0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GP0623'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 GP0623'ORIGINALLY DESCRIBED.
 GP0623'
 GP0623'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 GP0623
 GP0623                          STATION RECOVERY (1954)
 GP0623
 GP0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0623'RECOVERED IN GOOD CONDITION.
 GP0623
 GP0623                          STATION RECOVERY (1956)
 GP0623
 GP0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0623'RECOVERED IN GOOD CONDITION.
 GP0623
 GP0623                          STATION RECOVERY (1972)
 GP0623
 GP0623'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0623'GENERAL LOCATION ABOUT 4 MILES S.E. OF CANE SPRINGS RANCH
 GP0623'AND 1/4 MILE NW OF USGLOS PIPE MARKING 1/4 CORN. SEC 11 AND
 GP0623'14 (HOUSE ROCK VALLEY).
 GP0623'
 GP0623'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GP0623'NOTES.
 GP0623'
 GP0623'STATION MARK STD USC AND GS BC STAMPED CANE 1934.
 GP0623'
 GP0623'REFERENCE MARKS STD USC AND GS BC STAMPED NO 1 1934 CON
 GP0623'GOOD.
 GP0623'
 GP0623'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1522 ***********************************************************************
 DA1522  DESIGNATION -  CANE
 DA1522  PID         -  DA1522
 DA1522  STATE/COUNTY-  AZ/PIMA
 DA1522  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1522
 DA1522                         *CURRENT SURVEY CONTROL
 DA1522  ___________________________________________________________________
 DA1522* NAD 83(1992)-  32 06 06.66848(N)    112 45 15.26709(W)     ADJUSTED  
 DA1522* NAVD 88     -       605.6    (meters)    1987.     (feet)  VERTCON   
 DA1522  ___________________________________________________________________
 DA1522  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 DA1522  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DA1522  HORZ ORDER  -  THIRD
 DA1522
 DA1522.The horizontal coordinates were established by classical geodetic methods
 DA1522.and adjusted by the National Geodetic Survey in August 1993.
 DA1522
 DA1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1522
 DA1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1522
 DA1522.The geoid height was determined by GEOID03.
 DA1522
 DA1522;                    North         East     Units Scale Factor Converg.
 DA1522;SPC AZ C     -   122,467.138   134,309.270   MT  0.99997704   -0 26 42.5
 DA1522;SPC AZ C     -   401,795.07    440,647.21   iFT  0.99997704   -0 26 42.5
 DA1522;UTM  12      - 3,553,072.224   334,474.665   MT  0.99993790   -0 55 56.9
 DA1522
 DA1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1522!SPC AZ C     -   0.99990991  x   0.99997704  =   0.99988695
 DA1522!UTM  12      -   0.99990991  x   0.99993790  =   0.99984782
 DA1522
 DA1522|---------------------------------------------------------------------|
 DA1522| PID    Reference Object                     Distance      Geod. Az  |
 DA1522|                                                           dddmmss.s |
 DA1522| CH4941 CANE RM 1                             9.530 METERS 08601     |
 DA1522| CH4942 CANE RM 2                             9.915 METERS 17816     |
 DA1522| DA1521 DEL                                 APPROX. 3.4 KM 2492429.0 |
 DA1522|---------------------------------------------------------------------|
 DA1522
 DA1522                          SUPERSEDED SURVEY CONTROL
 DA1522
 DA1522  NAD 83(1986)-  32 06 06.65750(N)    112 45 15.26898(W) AD(       ) 3
 DA1522  NAD 27      -  32 06 06.42742(N)    112 45 12.73410(W) AD(       ) 3
 DA1522  NGVD 29 (07/19/86)  604.8    (m)         1984.     (f) VERT ANG    3  
 DA1522
 DA1522.Superseded values are not recommended for survey control.
 DA1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1522.See file dsdata.txt to determine how the superseded data were derived.
 DA1522
 DA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3447553072(NAD 83)
 DA1522_MARKER: DS = TRIANGULATION STATION DISK
 DA1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1522
 DA1522  HISTORY     - Date     Condition        Report By
 DA1522  HISTORY     - 1936     MONUMENTED       CGS
 DA1522  HISTORY     - 1967     GOOD             CGS
 DA1522  HISTORY     - 1977     GOOD             NGS
 DA1522
 DA1522                          STATION DESCRIPTION
 DA1522
 DA1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1522'ON THE WEST BOUNDARY.  ON THE FLAT PLAIN, COVERED WITH CANE
 DA1522'CACTUS AND PALOVERDE, WEST OF THE SIERRA DEL AJO RANGE.  IT IS
 DA1522'ABOUT 3 MILES WEST-SOUTHWEST OF THE TALL SPIRE OF THAT RANGE
 DA1522'AND ABOUT 19 MILES SOUTHEAST OF AJO.  MARKED BY STANDARD
 DA1522'BRONZE DISKS.  REFERENCE MARK
 DA1522'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 9.530
 DA1522'METERS (31.27 FEET) FROM STATION S 86 DEG 01 MIN E.
 DA1522'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1522'IS 9.915 METERS (32.53 FEET) FROM STATION S 01
 DA1522'DEG 44 MIN E.  STATION DEL USED AS AN AZIMUTH MARK.
 DA1522
 DA1522                          STATION RECOVERY (1967)
 DA1522
 DA1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1522'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 DA1522'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  TRIANGULATION
 DA1522'STATION DEL 1936 WAS USED AS THE AZIMUTH MARK.  A NEW DESCRIPTION
 DA1522'TO REACH THE STATION FOLLOWS.
 DA1522'
 DA1522'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTIONS OF
 DA1522'STATE HIGHWAY 86 AND STATE HIGHWAY 85 AT WHY, GO SOUTH ON
 DA1522'STATE HIGHWAY 85 FOR 5.5 MILES TO THE ENTRANCE OF THE ORGAN
 DA1522'PIPE CACTUS NATIONAL MONUMENT.  CONTINUE SOUTH ON STATE HIGHWAY
 DA1522'85 FOR 6.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON A GRADED
 DA1522'ROAD AND GO EAST AND SOUTH FOR 1.3 MILES AND THE STATION ON
 DA1522'THE LEFT.  IT IS ABOUT 75 FEET NORTH OF THE ROAD.
 DA1522'
 DA1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20.0 MILES
 DA1522'SOUTH-SOUTHEAST OF AJO, 3.0 MILES WEST-SOUTHWEST OF SIERA DOME
 DA1522'AND 1.0 MILES EAST OF STATE HIGHWAY 85.
 DA1522
 DA1522                          STATION RECOVERY (1977)
 DA1522
 DA1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DA1522'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DA1522'CONDITION.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.
 DA1522'
 DA1522'A NEW DESCRIPTION FOLLOWS--
 DA1522'
 DA1522'FROM THE INTERSECTION OF HWYS. 85 AND 86 AT WHY, TRAVEL SOUTH ON HWY.
 DA1522'85 TO MILE POST 63.80 AND A TRAIL ON THE LEFT, EAST, FOLLOW TRAIL
 DA1522'FOR 1.25 MILES TO THE STATION ON THE LEFT ABOUT 100 FT. NORTH OF
 DA1522'TRAIL MARKED WITH A WITNESS POST AND SIGN.
 DA1522'
 DA1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES
 DA1522'ESE OF AJO.
 DA1522'
 DA1522'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0348 ***********************************************************************
 GQ0348  HT_MOD      -  This is a Height Modernization Survey Station.
 GQ0348  DESIGNATION -  CANE BEDS
 GQ0348  PID         -  GQ0348
 GQ0348  STATE/COUNTY-  AZ/MOHAVE
 GQ0348  USGS QUAD   -  COLORADO CITY (1988)
 GQ0348
 GQ0348                         *CURRENT SURVEY CONTROL
 GQ0348  ___________________________________________________________________
 GQ0348* NAD 83(2007)-  36 56 50.65512(N)    112 55 16.50831(W)     ADJUSTED  
 GQ0348* NAVD 88     -      1558.57   (meters)    5113.4    (feet)  GPS OBS   
 GQ0348  ___________________________________________________________________
 GQ0348  EPOCH DATE  -        2007.00
 GQ0348  X           -  -1,988,117.274 (meters)                     COMP
 GQ0348  Y           -  -4,701,666.796 (meters)                     COMP
 GQ0348  Z           -   3,813,653.191 (meters)                     COMP
 GQ0348  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 GQ0348  ELLIP HEIGHT-        1535.937 (meters)          (02/17/09) ADJUSTED
 GQ0348  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 GQ0348  HORZ ORDER  -  A
 GQ0348  ELLP ORDER  -  FOURTH    CLASS I
 GQ0348
 GQ0348.The horizontal coordinates were established by GPS observations
 GQ0348.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0348
 GQ0348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0348.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0348.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0348.The epoch date for horizontal control is a decimal equivalence
 GQ0348.of Year/Month/Day.
 GQ0348
 GQ0348.The orthometric height was determined by GPS observations and a
 GQ0348.high-resolution geoid model.
 GQ0348.The orthometric height was determined by GPS observations and a
 GQ0348.high-resolution geoid model using precise GPS observation and
 GQ0348.processing techniques.
 GQ0348
 GQ0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0348
 GQ0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0348
 GQ0348.The ellipsoidal height was determined by GPS observations
 GQ0348.and is referenced to NAD 83.
 GQ0348
 GQ0348.The geoid height was determined by GEOID03.
 GQ0348
 GQ0348;                    North         East     Units Scale Factor Converg.
 GQ0348;SPC AZ W     -   659,976.635   287,174.796   MT  1.00000043   +0 29 53.4
 GQ0348;SPC AZ W     - 2,165,277.67    942,174.53   iFT  1.00000043   +0 29 53.4
 GQ0348;SPC UT S     - 3,032,119.615   373,402.523   MT  1.00005707   -0 52 14.8
 GQ0348;UTM  12      - 4,090,762.173   328,927.877   MT  0.99996054   -1 09 18.4
 GQ0348
 GQ0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0348!SPC AZ W     -   0.99975902  x   1.00000043  =   0.99975945
 GQ0348!SPC UT S     -   0.99975902  x   1.00005707  =   0.99981608
 GQ0348!UTM  12      -   0.99975902  x   0.99996054  =   0.99971957
 GQ0348
 GQ0348|---------------------------------------------------------------------|
 GQ0348| PID    Reference Object                     Distance      Geod. Az  |
 GQ0348|                                                           dddmmss.s |
 GQ0348| CH2860 CANE BEDS RM 1                       15.011 METERS 00419     |
 GQ0348| CH2859 CANE BEDS AZ MK                                    0924308.9 |
 GQ0348| CH2861 CANE BEDS RM 2                        6.845 METERS 30755     |
 GQ0348|---------------------------------------------------------------------|
 GQ0348
 GQ0348                          SUPERSEDED SURVEY CONTROL
 GQ0348
 GQ0348  NAD 83(1992)-  36 56 50.65089(N)    112 55 16.50517(W) AD(       ) 2
 GQ0348  NAD 83(1992)-  36 56 50.65089(N)    112 55 16.50517(W) AD(       ) 2
 GQ0348  NAD 83(1992)-  36 56 50.64894(N)    112 55 16.50778(W) AD(       ) 2
 GQ0348  NAD 83(1986)-  36 56 50.64646(N)    112 55 16.50561(W) AD(       ) 2
 GQ0348  NAD 27      -  36 56 50.69700(N)    112 55 13.74700(W) AD(       ) 2
 GQ0348  NGVD 29 (07/19/86) 1559.5    (m)         5116.     (f) VERT ANG    3  
 GQ0348
 GQ0348.Superseded values are not recommended for survey control.
 GQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0348.See file dsdata.txt to determine how the superseded data were derived.
 GQ0348
 GQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2892890762(NAD 83)
 GQ0348_MARKER: DS = TRIANGULATION STATION DISK
 GQ0348_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0348_STAMPING: CANE BEDS 1952
 GQ0348_MARK LOGO: CGS   
 GQ0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0348+STABILITY: POSITION/ELEVATION WELL
 GQ0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0348+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0348
 GQ0348  HISTORY     - Date     Condition        Report By
 GQ0348  HISTORY     - 1952     MONUMENTED       CGS
 GQ0348  HISTORY     - 1979     GOOD             LOCENG
 GQ0348  HISTORY     - 20080910 GOOD             GEOANA
 GQ0348
 GQ0348                          STATION DESCRIPTION
 GQ0348
 GQ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0348'THE STATION IS LOCATED ABOUT 4 MILES AIR LINE SOUTHEAST OF SHORT
 GQ0348'CREEK, 1.2 MILES WEST OF CANE BEDS, 50 YARDS NORTHWEST OF A
 GQ0348'FORK OF A ROAD, AND 45 FEET NORTH OF THE HIGHEST POINT OF A FLAT
 GQ0348'TOPPED MOUND.
 GQ0348'
 GQ0348'TO REACH FROM THE POST OFFICE IN SHORT CREEK, GO WEST FOR 0.1
 GQ0348'MILE TO A CROSSROAD.  TURN LEFT, SOUTH, AND GO 0.2 MILE TO
 GQ0348'A T-INTERSECTION.  TURN LEFT, EAST, THENCE SOUTH AND GO 2.8
 GQ0348'MILES TO A T-INTERSECTION.  TURN LEFT, EAST, AND GO 3.0 MILES TO
 GQ0348'A FORK AND THE STATION ON THE LEFT AS DESCRIBED ABOVE.  A
 GQ0348'DRIVE STATION.
 GQ0348'
 GQ0348'THE STATION MARK, A STANDARD DISK STAMPED CANE BEDS 1952, IS
 GQ0348'SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE.  THE SANDSTONE
 GQ0348'IS FLUSH WITH THE GROUND.
 GQ0348'
 GQ0348'REFERENCE MARK 1, A STANDARD DISK STAMPED CANE BEDS NO 1 1952,
 GQ0348'IS SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH IS FLUSH
 GQ0348'ON THE NORTH AND PROJECTS 8 INCHES ON THE SOUTH.  THE MARK IS
 GQ0348'ABOUT 1 FOOT LOWER THAN THE STATION.
 GQ0348'
 GQ0348'REFERENCE MARK 2, A STANDARD DISK STAMPED CANE BEDS NO 2 1952,
 GQ0348'IS SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH IS FLUSH
 GQ0348'TO THE SOUTH AND PROJECTS 6 INCHES ON THE NORTH.  THE MARK IS
 GQ0348'ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0348'
 GQ0348'THE AZIMUTH MARK, A STANDARD DISK STAMPED CANE BEDS 1952, IS
 GQ0348'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0348'THE GROUND.  IT IS LOCATED 150 FEET NORTHEAST OF A HOUSE,
 GQ0348'8 FEET SOUTH OF THE SOUTH EDGE OF A ROAD AND ON THE WEST EDGE OF A
 GQ0348'RISE.
 GQ0348'
 GQ0348'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 GQ0348'ROAD FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 GQ0348
 GQ0348                          STATION RECOVERY (1979)
 GQ0348
 GQ0348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (MLG)
 GQ0348'CANE BEDS RECOVERED IN EXCELLENT CONDITION.
 GQ0348'
 GQ0348'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MIS. W. OF CANE BEDS.
 GQ0348
 GQ0348                          STATION RECOVERY (2008)
 GQ0348
 GQ0348'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0348'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY ROLAND HULSE
 GQ0348'(MOHAVE COUNTY) FOLLOWS.
 GQ0348' 
 GQ0348'TO REACH FROM THE INTERSECTION OF UZONA AVENUE AND STATE ROUTE 389, GO
 GQ0348'4.5 MI (7.2 KM) SOUTH-SOUTHEAST ALONG STATE ROUTE 389 TO CANE BEDS
 GQ0348'ROAD, THENCE LEFT (EAST) 2 MI (3 KM) EAST ON CANE BEDS ROAD UNTIL
 GQ0348'CREST A SMALL HILL.  MONUMENT IS SET IN A SANDSTONE ROCK OUTCROPPING
 GQ0348'ON TOP OF LOW HILL APPROXIMATELY 200 FT (60 M) NORTH FROM CANE BEDS
 GQ0348'ROAD.
 GQ0348' 
 GQ0348'THE STATION IS SET IN A ROCK OUTCROPPING 475 FT (145 M) NORTHWEST OF
 GQ0348'INTERSECTION OF CANE BEDS ROAD AND YELLOWSTONE ROAD, 525 FT (160 M)
 GQ0348'NORTHWEST OF MILE MARKER 2, 250 FT (75 M) NORTH FROM SECOND POWER POLE
 GQ0348'WEST OF THE INTERSECTION OF YELLOWSTONE AND CANE BEDS ROADS.  A
 GQ0348'REFERENCE MONUMENT STAMPED 'CANE BEDS 2 1952' WAS FOUND 20 FT (6 M) TO
 GQ0348'THE WEST.  THE SECOND REFERENCE MONUMENT WAS SEARCHED FOR BUT NOT
 GQ0348'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0347 ***********************************************************************
 GQ0347  HT_MOD      -  This is a Height Modernization Survey Station.
 GQ0347  DESIGNATION -  CANE EAST BASE
 GQ0347  PID         -  GQ0347
 GQ0347  STATE/COUNTY-  AZ/MOHAVE
 GQ0347  USGS QUAD   -  MARONEY WELL (1988)
 GQ0347
 GQ0347                         *CURRENT SURVEY CONTROL
 GQ0347  ___________________________________________________________________
 GQ0347* NAD 83(2007)-  36 50 46.64336(N)    112 54 04.00934(W)     ADJUSTED  
 GQ0347* NAVD 88     -      1559.65   (meters)    5117.0    (feet)  GPS OBS   
 GQ0347  ___________________________________________________________________
 GQ0347  EPOCH DATE  -        2007.00
 GQ0347  X           -  -1,989,087.171 (meters)                     COMP
 GQ0347  Y           -  -4,708,573.490 (meters)                     COMP
 GQ0347  Z           -   3,804,677.810 (meters)                     COMP
 GQ0347  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GQ0347  ELLIP HEIGHT-        1536.954 (meters)          (02/10/07) ADJUSTED
 GQ0347  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 GQ0347
 GQ0347  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GQ0347  Type    PID    Designation                      North   East  Ellip
 GQ0347  -------------------------------------------------------------------
 GQ0347  NETWORK GQ0347 CANE EAST BASE                    1.25   0.90   2.37
 GQ0347  -------------------------------------------------------------------
 GQ0347
 GQ0347.The horizontal coordinates were established by GPS observations
 GQ0347.and adjusted by the National Geodetic Survey in February 2007.
 GQ0347
 GQ0347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0347.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0347.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0347.The epoch date for horizontal control is a decimal equivalence
 GQ0347.of Year/Month/Day.
 GQ0347
 GQ0347.The orthometric height was determined by GPS observations and a
 GQ0347.high-resolution geoid model.
 GQ0347.The orthometric height was determined by GPS observations and a
 GQ0347.high-resolution geoid model using precise GPS observation and
 GQ0347.processing techniques.
 GQ0347
 GQ0347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0347
 GQ0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0347
 GQ0347.The ellipsoidal height was determined by GPS observations
 GQ0347.and is referenced to NAD 83.
 GQ0347
 GQ0347.The geoid height was determined by GEOID03.
 GQ0347
 GQ0347;                    North         East     Units Scale Factor Converg.
 GQ0347;SPC AZ W     -   648,771.582   289,068.353   MT  1.00000392   +0 30 32.7
 GQ0347;SPC AZ W     - 2,128,515.69    948,386.98   iFT  1.00000392   +0 30 32.7
 GQ0347;UTM  12      - 4,079,507.712   330,497.678   MT  0.99995396   -1 08 25.1
 GQ0347
 GQ0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0347!SPC AZ W     -   0.99975886  x   1.00000392  =   0.99976278
 GQ0347!UTM  12      -   0.99975886  x   0.99995396  =   0.99971283
 GQ0347
 GQ0347:                Primary Azimuth Mark                     Grid Az
 GQ0347:SPC AZ W     -  H 36 4913                                088 29 04.0
 GQ0347:UTM  12      -  H 36 4913                                090 08 01.8
 GQ0347
 GQ0347|---------------------------------------------------------------------|
 GQ0347| PID    Reference Object                     Distance      Geod. Az  |
 GQ0347|                                                           dddmmss.s |
 GQ0347| CH2406 H 36 4913                                          0885936.7 |
 GQ0347| CH2862 CANE EAST BASE RM 1                   8.909 METERS 11137     |
 GQ0347| CH2863 CANE EAST BASE RM 2                   8.612 METERS 19659     |
 GQ0347|---------------------------------------------------------------------|
 GQ0347
 GQ0347                          SUPERSEDED SURVEY CONTROL
 GQ0347
 GQ0347  ELLIP H (11/14/01) 1536.966  (m)                       GP(       ) 4 2
 GQ0347  NAD 83(1992)-  36 50 46.64272(N)    112 54 04.00730(W) AD(       ) B
 GQ0347  ELLIP H (04/21/95) 1537.055  (m)                       GP(       ) 4 1
 GQ0347  NAD 83(1992)-  36 50 46.63862(N)    112 54 04.01220(W) AD(       ) 1
 GQ0347  NAD 83(1986)-  36 50 46.63554(N)    112 54 04.00985(W) AD(       ) 1
 GQ0347  NAD 27      -  36 50 46.68700(N)    112 54 01.25400(W) AD(       ) 1
 GQ0347  NGVD 29 (07/19/86) 1558.88   (m)         5114.4    (f) LEVELING    3  
 GQ0347
 GQ0347.Superseded values are not recommended for survey control.
 GQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0347.See file dsdata.txt to determine how the superseded data were derived.
 GQ0347
 GQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3049879508(NAD 83)
 GQ0347_MARKER: DS = TRIANGULATION STATION DISK
 GQ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0347_STAMPING: CANE E BASE 1952
 GQ0347_MARK LOGO: CGS   
 GQ0347_PROJECTION: PROJECTING 10 CENTIMETERS
 GQ0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 GQ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0347+STABILITY: SURFACE MOTION
 GQ0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0347+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0347
 GQ0347  HISTORY     - Date     Condition        Report By
 GQ0347  HISTORY     - 1952     MONUMENTED       CGS
 GQ0347  HISTORY     - 1971     GOOD             LAWPC
 GQ0347  HISTORY     - 1979     GOOD             LOCENG
 GQ0347  HISTORY     - 19931118 GOOD             NGS
 GQ0347  HISTORY     - 20080910 GOOD             GEOANA
 GQ0347
 GQ0347                          STATION DESCRIPTION
 GQ0347
 GQ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0347'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHEAST OF SHORT CREEK,
 GQ0347'ABOUT 23 MILES WEST-SOUTHWEST OF FREDONIA, AND ABOUT 10-1/2
 GQ0347'MILES SOUTH OF THE ARIZONA-UTAH STATE LINE.
 GQ0347'
 GQ0347'TO REACH FROM THE POST OFFICE AT SHORT CREEK, GO WEST 0.1 MILE.
 GQ0347'TURN LEFT AND GO 0.2 MILE SOUTH.  TAKE A SHORT JOG LEFT THEN
 GQ0347'RIGHT AND GO 2.7 MILES SOUTH TO A T-ROAD.  TURN LEFT AND GO
 GQ0347'3.0 MILES EAST TO A ROAD FORK AND SIGN--FREDONIA 33 MILES.
 GQ0347'TURN RIGHT AND GO 6.9 MILES SOUTH TO A CROSSROADS.  TURN LEFT
 GQ0347'AND GO 0.9 MILE EAST TO THE STATION ON THE RIGHT (SOUTH) SIDE
 GQ0347'OF THE ROAD.
 GQ0347'
 GQ0347'THE STATION IS A STANDARD DISK, STAMPED CANE E BASE 1952, AND
 GQ0347'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 GQ0347'INCHES ABOVE GROUND.  IT IS 36 FEET SOUTH OF THE CUT BANK OF THE
 GQ0347'ROAD, 30 FEET WEST OF THE EDGE OF A DROP-OFF TO THE EAST, AND
 GQ0347'20 FEET SOUTH OF A FENCE PARALLELING THE ROAD.
 GQ0347'
 GQ0347'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANE E BASE NO 1 1952,
 GQ0347'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 GQ0347'IT IS AT THE EDGE OF THE DROP-OFF TO THE EAST AND ABOUT 2 FEET
 GQ0347'LOWER THAN THE STATION.
 GQ0347'
 GQ0347'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANE E BASE NO 2
 GQ0347'1952, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 GQ0347'6 INCHES ABOVE GROUND.  IT IS 64 FEET SOUTH OF THE CUT BANK OF THE
 GQ0347'ROAD AND 48 FEET SOUTH OF THE FENCE PARALLELING THE ROAD.
 GQ0347'
 GQ0347'H 36 (USGS) (AZIMUTH MARK) IS A 2-INCH BRONZE DISK, STAMPED USGS
 GQ0347'4913 H 36 1934, SET IN A 6-INCH SQUARE SANDSTONE POST PROJECTING
 GQ0347'ABOUT 10 INCHES ABOVE GROUND.  IT IS 35 FEET NORTH OF THE CENTER
 GQ0347'LINE OF THE ROAD AND 2 FEET SOUTH OF THE FENCE PARALLELING THE
 GQ0347'ROAD.  TO REACH FROM THE STATION, CONTINUE 1.1 MILES EAST ALONG
 GQ0347'THE ROAD.
 GQ0347
 GQ0347                          STATION RECOVERY (1971)
 GQ0347
 GQ0347'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0347'CANE E BASE-GOOD
 GQ0347'
 GQ0347'1952-GOOD
 GQ0347'R.M. 1-GOOD
 GQ0347'
 GQ0347'R.M. 2
 GQ0347
 GQ0347                          STATION RECOVERY (1979)
 GQ0347
 GQ0347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (MLG)
 GQ0347'CANE EAST BASE RECOVERED IN EXCELLENT CONDITION.
 GQ0347'
 GQ0347'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MIS. S. E. OF SHORT
 GQ0347'CREEK
 GQ0347
 GQ0347                          STATION RECOVERY (1993)
 GQ0347
 GQ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 GQ0347'STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTHEAST OF COLORADO CITY,
 GQ0347'35 KM (21.75 MI) WEST OF FREDONIA, ALONG A DIRT ROAD (OLD HIGHWAY), AT
 GQ0347'THE EDGE OF A BLUFF THAT DROPS OFF TO THE EAST. OWNERSHIP--UNKNOWN. TO
 GQ0347'REACH FROM THE JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY
 GQ0347'389 AT THE SOUTH EDGE OF FREDONIA, GO WEST ON HIGHWAY 389 FOR 21.62 KM
 GQ0347'(13.45 MI) TO A PAVED ROAD RIGHT LEADING TO THE PIPE SPRING NATIONAL
 GQ0347'MONUMENT.  CONTINUE AHEAD FOR 8.23 KM (5.10 MI) TO THE WEST BOUNDARY
 GQ0347'OF THE KAIBAB PAIYUTE INDIAN RESERVATION.  CONTINUE AHEAD FOR 9.20 KM
 GQ0347'(5.70 MI) TO A SLANTED GRADED CROSSROAD AT MILE 8.4. TURN SHARP LEFT,
 GQ0347'SOUTH, ON ROAD 239 FOR 5.77 KM (3.60 MI) TO A ROAD LEFT AT CATTLE
 GQ0347'GUARD.  TURN LEFT, EAST, ON GRADED ROAD (ROAD 241) FOR 1.38 KM (0.85
 GQ0347'MI) TO START OF DOWNGRADE AND END OF TRUCK TRAVEL. CROSS THE SOUTH
 GQ0347'FENCE, THEN LEFT, EAST, FOR 45 M (147.6 FT) TO THE BLUFF AND THE
 GQ0347'STATION. STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE WEATHER
 GQ0347'CRACKED CONCRETE POST PROJECTING 15 CM.  IT IS 5.8 M (19.0 FT) SOUTH
 GQ0347'OF THE WIRE FENCE, 6.2 M (20.3 FT) SOUTHEAST OF AN 0.5 M (1.6 FT)
 GQ0347'FORKED PINE TREE IN THE FENCE, AND 8 M (26.2 FT) WEST OF THE BLUFF
 GQ0347'EDGE. DESCRIBED BY G.R.HEID
 GQ0347
 GQ0347                          STATION RECOVERY (2008)
 GQ0347
 GQ0347'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1068 ***********************************************************************
 FS1068  DESIGNATION -  CANE RESET
 FS1068  PID         -  FS1068
 FS1068  STATE/COUNTY-  AZ/MOHAVE
 FS1068  USGS QUAD   -  BURNS SPRING (1967)
 FS1068
 FS1068                         *CURRENT SURVEY CONTROL
 FS1068  ___________________________________________________________________
 FS1068* NAD 83(1992)-  35 16 04.40706(N)    114 25 01.47754(W)     ADJUSTED  
 FS1068* NAVD 88     -      1471.7    (meters)    4828.     (feet)  VERTCON   
 FS1068  ___________________________________________________________________
 FS1068  LAPLACE CORR-           8.53  (seconds)                    DEFLEC99
 FS1068  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FS1068  HORZ ORDER  -  SECOND
 FS1068
 FS1068.The horizontal coordinates were established by classical geodetic methods
 FS1068.and adjusted by the National Geodetic Survey in August 1993.
 FS1068
 FS1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1068
 FS1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1068
 FS1068.The geoid height was determined by GEOID03.
 FS1068
 FS1068;                    North         East     Units Scale Factor Converg.
 FS1068;SPC AZ W     -   473,511.656   152,666.474   MT  0.99997871   -0 23 06.7
 FS1068;SPC AZ W     - 1,553,515.93    500,874.26   iFT  0.99997871   -0 23 06.7
 FS1068;SPC NV E     - 8,058,073.049   306,109.099   MT  1.00003871   +0 40 24.5
 FS1068;SPC NV E     -26,437,194.66  1,004,292.94   sFT  1.00003871   +0 40 24.5
 FS1068;UTM  11      - 3,905,810.859   734,951.983   MT  1.00028036   +1 29 31.4
 FS1068
 FS1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1068!SPC AZ W     -   0.99977362  x   0.99997871  =   0.99975234
 FS1068!SPC NV E     -   0.99977362  x   1.00003871  =   0.99981232
 FS1068!UTM  11      -   0.99977362  x   1.00028036  =   1.00005392
 FS1068
 FS1068:                Primary Azimuth Mark                     Grid Az
 FS1068:SPC AZ W     -  BLACK CAIRN                              020 36 09.8
 FS1068:SPC NV E     -  BLACK CAIRN                              019 32 38.6
 FS1068:UTM  11      -  BLACK CAIRN                              018 43 31.7
 FS1068
 FS1068|---------------------------------------------------------------------|
 FS1068| PID    Reference Object                     Distance      Geod. Az  |
 FS1068|                                                           dddmmss.s |
 FS1068| FS1069 BLACK CAIRN                         APPROX.10.7 KM 0201303.1 |
 FS1068| CC4450 CANE RESET AZ MK                                   0280045.0 |
 FS1068| CC4451 CANE RESET RM 1                       5.675 METERS 27938     |
 FS1068| CC4452 CANE RESET RM 2                       7.531 METERS 34448     |
 FS1068|---------------------------------------------------------------------|
 FS1068
 FS1068                          SUPERSEDED SURVEY CONTROL
 FS1068
 FS1068  NAD 83(1986)-  35 16 04.40939(N)    114 25 01.47374(W) AD(       ) 2
 FS1068  NAD 27      -  35 16 04.41800(N)    114 24 58.61200(W) AD(       ) 2
 FS1068  NGVD 29 (07/19/86) 1470.9    (m)         4826.     (f) VERT ANG    3  
 FS1068
 FS1068.Superseded values are not recommended for survey control.
 FS1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1068.See file dsdata.txt to determine how the superseded data were derived.
 FS1068
 FS1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3495205811(NAD 83)
 FS1068_MARKER: DD = SURVEY DISK
 FS1068_SETTING: 80 = SET IN A BOULDER
 FS1068_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1068
 FS1068  HISTORY     - Date     Condition        Report By
 FS1068  HISTORY     - 1948     MONUMENTED       USGS
 FS1068
 FS1068                          STATION DESCRIPTION
 FS1068
 FS1068'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FAR)
 FS1068'THE STATION IS ON THE SUMMIT OF A PROMINENT ROCKY BUTTE-LIKE
 FS1068'RIDGE ON THE WESTERN SIDE OF THE BLACK MOUNTAINS.  IT IS ABOUT
 FS1068'20 MILES, AIRLINE, WEST-NORTHWEST OF KINGMAN, 12 MILES NORTHEAST
 FS1068'OF DAVIS DAM, 5 MILES NORTHWEST OF UNION PASS, AND 8 MILES
 FS1068'EAST OF THE COLORADO RIVER.  THE RIDGE WHICH IS THE HIGHEST
 FS1068'IN THE VICINITY HAS SHEER CLIFFS ON THE NORTH, WEST, AND SOUTH
 FS1068'SIDES.
 FS1068'
 FS1068'THE STATION, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 FS1068'CEMENTED IN THE TOP OF A MASS OF OUTCROPPING BEDROCK 18 INCHES
 FS1068'BY 5 FEET, PROJECTING 12 INCHES ABOVE THE SURROUNDING SURFACE,
 FS1068'IS STAMPED CANE 1938 RESET 1948.  THE STATION MARK IS SURROUNDED
 FS1068'BY A HUGE MASS OF BOULDERS WHICH GIVES IT THE APPEARNACE
 FS1068'OF RESTING ON A MOUND.  NOTE--UPON REMOVING THE ROCK CAIRN
 FS1068'FROM OVER THE STATION THE DISK WAS FOUND LOOSE AMONG FRAGMENTS
 FS1068'OF ROCK SUCH THAT IT WAS IMPOSSIBLE TO REPLACE THE DISK IN
 FS1068'ITS ORIGINAL POSITION.  THE DISK WAS PLACED IN ITS PRESENT
 FS1068'POSITION AND STAMPED RESET 1948.
 FS1068'
 FS1068'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 FS1068'CEMENTED IN A DRILL HOLE IN A MASS OF OUTCROPPING BEDROCK,
 FS1068'24 INCHES LONG, 18 INCHES WIDE, PROJECTING 18 INCHES ON THE
 FS1068'WEST SIDE AND 6 INCHES ON THE OTHER SIDES, IS STAMPED CANE
 FS1068'NO 1 1938.  IT IS APPROXIMATELY 6 FEET LOWER IN ELEVATION
 FS1068'THAN THE STATION MARK.
 FS1068'
 FS1068'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1068'CEMENTED IN A DRILL HOLE IN THE TOP OF A MASS OF OUTCROPPING
 FS1068'BEDROCK, 36 INCHES LONG, 18 INCHES WIDE, PROJECTING 10 INCHES
 FS1068'ABOVE THE SURROUNDING SURFACE, IS STAMPED CANE NO 2 1938.
 FS1068'
 FS1068'THE AZIMUTH MARK, A STANDARD USC AND GS DISK CEMENTED IN A
 FS1068'DRILL HOLE IN THE TOP OF A HUGE MASS OF OUTCROPPING BEDROCK
 FS1068'WHICH HAS A 50 FOOT CLIFF ON THE SOUTH SIDE, IS STAMPED CANE
 FS1068'1948.  IT IS 5 FEET WEST-SOUTHWEST OF A 2-FOOT ROCK CAIRN
 FS1068'AND 0.15 MILE EAST OF THE DAM MENTIONED BELOW.
 FS1068'
 FS1068'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FS1068'RAILROAD DEPOT IN KINGMAN GO NORTH AND WEST ON U.S. HIGHWAY
 FS1068'93 AND 466 TOWARD BOULDER CITY 16.5 MILES TO A GRADED ROAD
 FS1068'LEFT ACROSS A CATTLE GUARD AND SIGN JH RANCH.  TURN LEFT
 FS1068'ACROSS CATTLE GUARD AND GO WEST AND SOUTH 2.5 MILES TO A CATTLE
 FS1068'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE FOR 1.5 MILES
 FS1068'TO A FORK AND SIGNS DAVIS DAM, NUTTY COMB.  TAKE THE RIGHT
 FS1068'ROAD FOR 4.4 MILES TO CROSSROADS.  KEEP STRAIGHT AHEAD, LEFT,
 FS1068'AND GO 0.2 MILE TO A T-ROAD INTERSECTION.  TURN LEFT, SOUTH,
 FS1068'AND GO 0.9 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD
 FS1068'AND CONTINUE 0.2 MILE TO A RANCH HOUSE AND ORCHARD.  PASS
 FS1068'TO THE RIGHT, WEST OF THE RANCH HOUSE AND GO 0.25 MILE TO
 FS1068'A FORK.  TAKE THE LEFT ROAD AND GO 0.4 MILE WEST TO A
 FS1068'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 FS1068'WESTERLY UP THE WASH FOR 0.2 MILE TO A GROUP OF BUILDINGS
 FS1068'ON THE RIGHT AND A SPRING.  CONTINUE WESTERLY UP THE WASH
 FS1068'FOR 1.0 MILE TO A GATE.  PASS THROUGH THE GATE AND GO 50
 FS1068'FEET TO THE INTERSECTION WITH A NORTH AND SOUTH ROAD.  TURN
 FS1068'RIGHT, NORTH, AND GO 1.6 MILES UP THE WASH TO A GATE.
 FS1068'PASS THROUGH THE GATE AND CONTINUE 0.1 MILE TO THE
 FS1068'SUMMIT OF A SADDLE.  CONTINUE ABOUT 50 YARDS TO A FORK.
 FS1068'TAKE THE LEFT ROAD DOWN GRADE WESTERLY FOR 0.4 MILE TO A
 FS1068'GATE.  PASS THROUGH THE GATE AND CONTINUE WEST AND SOUTH
 FS1068'DOWN GRADE 1.1 MILES TO A FORK.  TAKE THE LEFT ROAD SOUTH
 FS1068'AND EAST UP A CANYON FOR 1.0 MILE TO A GATE.  PASS THROUGH
 FS1068'THE GATE AND CONTINUE SOUTHERLY ON A TRACK ROAD FOR 1.1
 FS1068'MILES TO AN EARTHEN DAM.  PASS AROUND THE RIGHT SIDE OF
 FS1068'THE DAM AND FOLLOW DIM TRACK EASTERLY 0.15 MILE TO THE
 FS1068'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND FOLLOW DIM TRACKS
 FS1068'SOUTHERLY UP A WASH FOR ABOUT 1 MILE.  BEAR SOUTHWEST ACROSS
 FS1068'THE EASTERLY SLOPES OF A RIDGE THENCE WESTERLY, A TOTAL DISTANCE
 FS1068'OF 0.7 MILE TO A SMALL SADDLE.  FROM HERE PACK SOUTHERLY UP
 FS1068'A SMALL SLOPE THENCE WESTERLY DROPPING INTO A SMALL SADDLE.
 FS1068'GO WESTERLY UP A VERY STEEP ROCKY SLOPE TO THE HIGHEST POINT
 FS1068'AND STATION.  A 1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0412 ***********************************************************************
 GQ0412  DESIGNATION -  CANE SPRINGS
 GQ0412  PID         -  GQ0412
 GQ0412  STATE/COUNTY-  AZ/MOHAVE
 GQ0412  USGS QUAD   -  CANE SPRINGS (1985)
 GQ0412
 GQ0412                         *CURRENT SURVEY CONTROL
 GQ0412  ___________________________________________________________________
 GQ0412* NAD 83(1992)-  36 40 29.21552(N)    113 47 06.43394(W)     ADJUSTED  
 GQ0412* NAVD 88     -      1766.9    (meters)    5797.     (feet)  VERTCON   
 GQ0412  ___________________________________________________________________
 GQ0412  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 GQ0412  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 GQ0412  HORZ ORDER  -  THIRD
 GQ0412
 GQ0412.The horizontal coordinates were established by classical geodetic methods
 GQ0412.and adjusted by the National Geodetic Survey in August 1993.
 GQ0412
 GQ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0412
 GQ0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0412
 GQ0412.The geoid height was determined by GEOID03.
 GQ0412
 GQ0412;                    North         East     Units Scale Factor Converg.
 GQ0412;SPC AZ W     -   629,404.336   210,220.808   MT  0.99993345   -0 01 15.5
 GQ0412;SPC AZ W     - 2,064,974.86    689,700.81   iFT  0.99993345   -0 01 15.5
 GQ0412;UTM  12      - 4,062,410.530   251,111.197   MT  1.00036324   -1 39 51.6
 GQ0412
 GQ0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0412!SPC AZ W     -   0.99972664  x   0.99993345  =   0.99966011
 GQ0412!UTM  12      -   0.99972664  x   1.00036324  =   1.00008978
 GQ0412
 GQ0412|---------------------------------------------------------------------|
 GQ0412| PID    Reference Object                     Distance      Geod. Az  |
 GQ0412|                                                           dddmmss.s |
 GQ0412| CH2865 CANE SPRINGS RM 1                     3.383 METERS 08354     |
 GQ0412| CH2864 CANE SPRINGS AZ MK                                 1344545.0 |
 GQ0412| CH2866 CANE SPRINGS RM 2                     7.177 METERS 35233     |
 GQ0412|---------------------------------------------------------------------|
 GQ0412
 GQ0412                          SUPERSEDED SURVEY CONTROL
 GQ0412
 GQ0412  NAD 83(1986)-  36 40 29.21225(N)    113 47 06.43238(W) AD(       ) 3
 GQ0412  NAD 27      -  36 40 29.27600(N)    113 47 03.57700(W) AD(       ) 3
 GQ0412  NGVD 29 (07/19/86) 1766.1    (m)         5794.     (f) VERT ANG    3  
 GQ0412
 GQ0412.Superseded values are not recommended for survey control.
 GQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0412.See file dsdata.txt to determine how the superseded data were derived.
 GQ0412
 GQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5111162411(NAD 83)
 GQ0412_MARKER: DS = TRIANGULATION STATION DISK
 GQ0412_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0412
 GQ0412  HISTORY     - Date     Condition        Report By
 GQ0412  HISTORY     - 1953     MONUMENTED       CGS
 GQ0412
 GQ0412                          STATION DESCRIPTION
 GQ0412
 GQ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0412'THE STATION IS ABOUT 32 MILES AIRLINE SOUTH-SOUTHWEST OF ST.
 GQ0412'GEORGE, UTAH, ABOUT 14 MILES WEST-SOUTHWEST OF THE CABIN
 GQ0412'AND CORRAL AT WOLF HOLE, ON THE WEST SIDE OF A LONG, NARROW
 GQ0412'VALLEY, AND ON THE HIGHEST POINT NEAR THE MIDDLE OF A HIGH,
 GQ0412'BLACK, ROCKY BUTTE EXTENDING NORTH AND SOUTH.  IT IS 2-1/2
 GQ0412'MILES NORTH OF THE SPRING AT CANE SPRINGS.
 GQ0412'
 GQ0412'TO REACH THE STATION FROM THE POST OFFICE AT ST. GEORGE,
 GQ0412'UTAH, GO 0.7 MILE EAST ON TABERNACLE STREET.  TURN RIGHT
 GQ0412'AND FOLLOW THE MAIN ROAD SOUTHERLY TO THE SOUTH END OF THE
 GQ0412'BRIDGE OVER VIRGIN RIVER.  KEEP RIGHT FORK AND CONTINUE SOUTH
 GQ0412'1.4 MILES TO A FORK AND SIGN C.A.A. AIRPORT.  KEEP RIGHT
 GQ0412'FORK AND CONTINUE SOUTH 1.4 MILES TO A FORK.  KEEP LEFT
 GQ0412'FORK AND CONTINUE SOUTH OVER THE MOUNTAIN 23.1 MILES TO THE
 GQ0412'CABIN AND CORRAL AT WOLF HOLE.  CONTINUE SOUTH 0.5 MILE TO
 GQ0412'A FORK.  KEEP RIGHT FORK AND CONTINUE SOUTH 0.4 MILE TO A
 GQ0412'FENCE CORNER.  TURN RIGHT AND GO WEST 0.1 MILE TO A FORK.
 GQ0412'KEEP RIGHT FORK AND CONTINUE WEST 2.0 MILES TO A FORK.
 GQ0412'KEEP RIGHT FORK AND CONTINUE WEST 0.15 MILE TO A FORK.
 GQ0412'KEEP RIGHT FORK AND CONTINUE WEST 0.4 MILE TO A SIDE ROAD
 GQ0412'LEFT.  TURN LEFT AND GO 1.6 MILES SOUTHWEST TO A
 GQ0412'CROSSROADS.  CONTINUE STRAIGHT AHEAD 0.15 MILE TO A FORK
 GQ0412'AT A RESERVOIR.  KEEP RIGHT FORK AND GO 2.8 MILES
 GQ0412'SOUTHWEST TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD 0.3 MILE TO
 GQ0412'A NORTHWEST-SOUTHEAST ROAD.  TURN RIGHT AND GO 2.1 MILES
 GQ0412'WESTERLY TO A FORK.  KEEP LEFT AND GO 5.4 MILES
 GQ0412'WEST-SOUTHWEST DOWN THROUGH A DEEP CANYON TO A FORK.
 GQ0412'(THE STATION IS ON THE BUTTE STRAIGHT AHEAD).  KEEP LEFT
 GQ0412'FORK AND GO SOUTH 1.0 MILE JUST BEYOND THE CROSSING OF
 GQ0412'A DEEP WASH.  (TO REACH THE AZIMUTH MARK, CONTINUE 0.6
 GQ0412'MILE SOUTH).  TURN RIGHT AND PICK WAY WESTWARD UP A RIDGE
 GQ0412'ABOUT 1-1/2 MILES TO THE FOOT OF THE BUTTE AND THE END OF
 GQ0412'TRUCK TRAVEL.  PACK WEST UP BUTTE ABOUT 1 HOUR TO THE TOP
 GQ0412'AND THE STATION.  A 4-WHEEL DRIVE VEHICLE IS NEEDED THE
 GQ0412'LAST 1-1/2 MILES.
 GQ0412'
 GQ0412'THE STATION, A STANDARD DISK STAMPED CANE SPRINGS 1953,
 GQ0412'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 8 INCHES.  IT IS NEAR THE MIDDLE OF THE EAST EDGE OF
 GQ0412'THE BUTTE.
 GQ0412'
 GQ0412'REFERENCE MARK 1, A STANDARD DISK STAMPED CANE SPRINGS NO
 GQ0412'1 1953, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 8 INCHES.  IT IS ABOUT LEVEL WITH THE STATION.
 GQ0412'
 GQ0412'REFERENCE MARK 2, A STANDARD DISK STAMPED CANE SPRINGS NO
 GQ0412'2 1953, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 8 INCHES.  IT IS ABOUT LEVEL WITH THE STATION.
 GQ0412'
 GQ0412'THE AZIMUTH MARK, A STANDARD DISK STAMPED CANE SPRINGS 1953,
 GQ0412'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 GQ0412'ABOUT 4 INCHES.  IT IS AT THE TOP OF A LOW GRADE, 17.6 FEET
 GQ0412'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 3.8 FEET NORTHWEST
 GQ0412'OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0346 ***********************************************************************
 GQ0346  HT_MOD      -  This is a Height Modernization Survey Station.
 GQ0346  DESIGNATION -  CANE WEST BASE
 GQ0346  PID         -  GQ0346
 GQ0346  STATE/COUNTY-  AZ/MOHAVE
 GQ0346  USGS QUAD   -  MARONEY WELL (1988)
 GQ0346
 GQ0346                         *CURRENT SURVEY CONTROL
 GQ0346  ___________________________________________________________________
 GQ0346* NAD 83(2007)-  36 50 45.11725(N)    112 59 40.77675(W)     ADJUSTED  
 GQ0346* NAVD 88     -      1545.36   (meters)    5070.1    (feet)  GPS OBS   
 GQ0346  ___________________________________________________________________
 GQ0346  EPOCH DATE  -        2007.00
 GQ0346  X           -  -1,996,778.698 (meters)                     COMP
 GQ0346  Y           -  -4,705,335.008 (meters)                     COMP
 GQ0346  Z           -   3,804,631.515 (meters)                     COMP
 GQ0346  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 GQ0346  ELLIP HEIGHT-        1522.548 (meters)          (02/17/09) ADJUSTED
 GQ0346  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 GQ0346  HORZ ORDER  -  A
 GQ0346  ELLP ORDER  -  FOURTH    CLASS I
 GQ0346
 GQ0346.The horizontal coordinates were established by GPS observations
 GQ0346.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0346
 GQ0346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0346.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0346.The epoch date for horizontal control is a decimal equivalence
 GQ0346.of Year/Month/Day.
 GQ0346
 GQ0346.The orthometric height was determined by GPS observations and a
 GQ0346.high-resolution geoid model.
 GQ0346.The orthometric height was determined by GPS observations and a
 GQ0346.high-resolution geoid model using precise GPS observation and
 GQ0346.processing techniques.
 GQ0346
 GQ0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0346
 GQ0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0346
 GQ0346.The ellipsoidal height was determined by GPS observations
 GQ0346.and is referenced to NAD 83.
 GQ0346
 GQ0346.The geoid height was determined by GEOID03.
 GQ0346
 GQ0346;                    North         East     Units Scale Factor Converg.
 GQ0346;SPC AZ W     -   648,654.494   280,725.587   MT  0.99998922   +0 27 10.7
 GQ0346;SPC AZ W     - 2,128,131.54    921,015.71   iFT  0.99998922   +0 27 10.7
 GQ0346;UTM  12      - 4,079,630.803   322,155.206   MT  0.99998966   -1 11 47.2
 GQ0346
 GQ0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0346!SPC AZ W     -   0.99976112  x   0.99998922  =   0.99975034
 GQ0346!UTM  12      -   0.99976112  x   0.99998966  =   0.99975078
 GQ0346
 GQ0346|---------------------------------------------------------------------|
 GQ0346| PID    Reference Object                     Distance      Geod. Az  |
 GQ0346|                                                           dddmmss.s |
 GQ0346| CH2868 CANE WEST BASE RM 1                   6.552 METERS 00400     |
 GQ0346| CH2867 CANE WEST BASE AZ MK                               0841547.0 |
 GQ0346| CH2869 CANE WEST BASE RM 2                   8.427 METERS 27014     |
 GQ0346|---------------------------------------------------------------------|
 GQ0346
 GQ0346                          SUPERSEDED SURVEY CONTROL
 GQ0346
 GQ0346  NAD 83(1992)-  36 50 45.11454(N)    112 59 40.77674(W) AD(       ) 1
 GQ0346  NAD 83(1992)-  36 50 45.11454(N)    112 59 40.77674(W) AD(       ) 1
 GQ0346  NAD 83(1992)-  36 50 45.11011(N)    112 59 40.77940(W) AD(       ) 1
 GQ0346  NAD 83(1986)-  36 50 45.10686(N)    112 59 40.77722(W) AD(       ) 1
 GQ0346  NAD 27      -  36 50 45.16100(N)    112 59 38.01200(W) AD(       ) 1
 GQ0346  NGVD 29 (07/19/86) 1544.60   (m)         5067.6    (f) LEVELING    3  
 GQ0346
 GQ0346.Superseded values are not recommended for survey control.
 GQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0346.See file dsdata.txt to determine how the superseded data were derived.
 GQ0346
 GQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2215579631(NAD 83)
 GQ0346_MARKER: DS = TRIANGULATION STATION DISK
 GQ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0346_STAMPING: CANE W BASE 1952
 GQ0346_MARK LOGO: CGS   
 GQ0346_PROJECTION: PROJECTING 8 CENTIMETERS
 GQ0346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0346+STABILITY: SURFACE MOTION
 GQ0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0346+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0346
 GQ0346  HISTORY     - Date     Condition        Report By
 GQ0346  HISTORY     - 1952     MONUMENTED       CGS
 GQ0346  HISTORY     - 1971     GOOD             LAWPC
 GQ0346  HISTORY     - 1972     GOOD             AZHD
 GQ0346  HISTORY     - 1974     GOOD             LOCENG
 GQ0346  HISTORY     - 20080910 GOOD             GEOANA
 GQ0346
 GQ0346                          STATION DESCRIPTION
 GQ0346
 GQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0346'THE STATION IS ABOUT 10 MILES SOUTH OF SHORT CREEK, 9 MILES
 GQ0346'SOUTHWEST OF CANE BEDS, 125 YARDS NORTH-NORTHEAST OF TWO ABANDONED
 GQ0346'ADOBE RANCH BUILDINGS AND 200 FEET SOUTH OF AN EAST-WEST ROAD.
 GQ0346'IT IS ABOUT 0.4 MILE WEST OF AND 175 FEET SOUTH OF THE NORTHEAST
 GQ0346'CORNER OF SEC. 25, R7W, T40N.
 GQ0346'
 GQ0346'TO REACH THE STATION FROM THE POST OFFICE AT SHORT CREEK GO
 GQ0346'WEST FOR 0.1 MILE TO THE ROAD TO FREDONIA.  THENCE TURN LEFT,
 GQ0346'SOUTH, AND CONTINUE 0.2 MILE TO AN INTERSECTION.  JOG LEFT AND
 GQ0346'CONTINUE SOUTH ON THE ROAD TO FREDONIA FOR 2.7 MILES TO A
 GQ0346'T-INTERSECTION.  TURN LEFT, EAST, AND CONTINUE FOR 3.0 MILES TO
 GQ0346'A FORK AND SIGN FREDONIA 33 MILES.  TAKE THE RIGHT FORK AND GO
 GQ0346'SOUTH FOR 6.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR
 GQ0346'3.8 MILES TO THE AZIMUTH MARK ON LEFT, JUST BEFORE PASSING
 GQ0346'THROUGH A GATE.  CONTINUE WEST FOR 0.4 MILE TO A GATE ON THE
 GQ0346'LEFT, SOUTH.  PASS THROUGH THE GATE AND GO SOUTH FOR 175
 GQ0346'FEET TO THE STATION ON THE RIGHT, WEST, SIDE OF THE ROAD.
 GQ0346'
 GQ0346'THE STATION MARK IS STAMPED CANE W BASE 1952.  IT IS A STANDARD
 GQ0346'DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES
 GQ0346'ABOVE THE GROUND.  IT IS 175 FEET SOUTH OF A GATE IN AN EAST-WEST
 GQ0346'FENCE LINE AND 20 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 GQ0346'THAT LEADS TO THE ADOBE BUILDINGS.
 GQ0346'
 GQ0346'REFERENCE MARK 1 IS STAMPED CANE W BASE NO 1 1952.  IT IS A
 GQ0346'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 GQ0346'2 INCHES ABOVE THE GROUND.  IT IS 50 YARDS SOUTH OF THE EAST-WEST
 GQ0346'FENCE AND 20 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
 GQ0346'
 GQ0346'REFERENCE MARK 2 IS STAMPED CANE W BASE NO 2 1952.  IT IS A
 GQ0346'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 GQ0346'1 INCH ABOVE THE GROUND.  IT IS 58 YARDS SOUTH OF THE EAST-WEST
 GQ0346'FENCE AND 48 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
 GQ0346'
 GQ0346'THE AZIMUTH MARK IS STAMPED CANE W BASE 1952.  IT IS A STANDARD
 GQ0346'DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES
 GQ0346'ABOVE THE GROUND.  IT IS IN THE NORTHWEST CORNER OF SEC. 30,
 GQ0346'R6W, T40N, 213 FEET EAST OF A NORTH-SOUTH FENCE, ABOUT 185 FEET
 GQ0346'EAST OF THE SECTION CORNER MARK AND 43.5 FEET SOUTH OF THE
 GQ0346'CENTERLINE OF THE ROAD.  IT IS ON LINE WITH THE EAST-WEST FENCE
 GQ0346'TO THE WEST.
 GQ0346
 GQ0346                          STATION RECOVERY (1971)
 GQ0346
 GQ0346'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0346'CANE W. BASE 1952-GOOD
 GQ0346'
 GQ0346'R.M. 1-GOOD
 GQ0346'
 GQ0346'R.M. 2-GOOD
 GQ0346
 GQ0346                          STATION RECOVERY (1972)
 GQ0346
 GQ0346'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0346'GENERAL LOCATION ABOUT 10 MILES SOUTH OF SHORT CREEK
 GQ0346'(COLORADO CITY) AND 9 MILES SOUTHWEST OF CANE BEDS
 GQ0346'
 GQ0346'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0346'
 GQ0346'STATION MARK STD USC AND GS BC SET IN CONC. STAMPED CANE
 GQ0346'W BASE 1952
 GQ0346'
 GQ0346'REFERENCE MARKS 1 AND 2 STD USC AND GS BC STAMPED CANE W BASE
 GQ0346'1952 AND SET IN CONC COND. GOOD
 GQ0346'
 GQ0346'AZIMUTH MARK NOT OBSERVED
 GQ0346
 GQ0346                          STATION RECOVERY (1974)
 GQ0346
 GQ0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (MLG)
 GQ0346'CANE WEST BASE RECOVERED IN EXCELLENT CONDITION.
 GQ0346'
 GQ0346'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MIS. S. W. OF CANE BEDS.
 GQ0346
 GQ0346                          STATION RECOVERY (2008)
 GQ0346
 GQ0346'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0346'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY SAM KITCHEN (MOHAVE
 GQ0346'COUNTY) FOLLOWS.
 GQ0346' 
 GQ0346'TO REACH FROM THE INTERSECTION OF ARIZONA STATE ROUTE 389 AND THE
 GQ0346'ARIZONA STATE LINE, TRAVEL SOUTHEASTERLY ON STATE ROUTE 389 FOR 4.3 MI
 GQ0346'(6.9 KM) TURN RIGHT (EAST) ON MOUNT TRUMBULL ROAD.  GO 18.6 MI (29.9
 GQ0346'KM) SOUTH TO HIGH-TENSION ELECTRIC TRANSMISSION LINES.  GO LEFT (EAST)
 GQ0346'ON TRANSMISSION LINE MAINTENANCE ROAD 2.6 MI (4.2 KM) TO GATE, THROUGH
 GQ0346'GATE 0.7 MI (1.1 KM) TO STATION ON LEFT, 1000 FT (300 M) NORTH OF
 GQ0346'ROAD.
 GQ0346' 
 GQ0346'THE STATION IS A 3.5 INCH (9 CM) BRASS DISK IN CONCRETE PROJECTING 4
 GQ0346'INCHES (10 CM) ABOVE GROUND.  REFERENCE MARKS 1 AND 2 RECOVERED IN
 GQ0346'GOOD CONDITION.  THE STATION IS LOCATED 200 FT (60 M) SOUTH OF A
 GQ0346'BARBED WIRE FENCE, 1100 FT (330 M) NORTHWEST OF HIGH-TENSION LINE
 GQ0346'TOWER NO.  100/2, 350 FT (110 M) NORTHEAST OF BUILDING RUINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1000 ***********************************************************************
 CG1000  DESIGNATION -  CANELO
 CG1000  PID         -  CG1000
 CG1000  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1000  USGS QUAD   -  CANELO PASS (1958)
 CG1000
 CG1000                         *CURRENT SURVEY CONTROL
 CG1000  ___________________________________________________________________
 CG1000* NAD 83(1992)-  31 28 58.27698(N)    110 32 26.32106(W)     ADJUSTED  
 CG1000* NAVD 88     -      1882.     (meters)    6175.     (feet)  SCALED    
 CG1000  ___________________________________________________________________
 CG1000  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 CG1000  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CG1000  HORZ ORDER  -  FIRST
 CG1000
 CG1000.The horizontal coordinates were established by classical geodetic methods
 CG1000.and adjusted by the National Geodetic Survey in August 1993.
 CG1000
 CG1000.The orthometric height was scaled from a topographic map.
 CG1000
 CG1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1000
 CG1000.The geoid height was determined by GEOID03.
 CG1000
 CG1000;                    North         East     Units Scale Factor Converg.
 CG1000;SPC AZ C     -    54,350.496   344,101.809   MT  1.00011077   +0 43 07.4
 CG1000;SPC AZ C     -   178,315.28  1,128,942.94   iFT  1.00011077   +0 43 07.4
 CG1000;SPC AZ E     -    53,591.060   177,828.171   MT  0.99991557   -0 11 43.1
 CG1000;SPC AZ E     -   175,823.69    583,425.76   iFT  0.99991557   -0 11 43.1
 CG1000;UTM  12      - 3,483,207.714   543,630.533   MT  0.99962348   +0 14 23.6
 CG1000
 CG1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1000!SPC AZ C     -   0.99970900  x   1.00011077  =   0.99981974
 CG1000!SPC AZ E     -   0.99970900  x   0.99991557  =   0.99962460
 CG1000!UTM  12      -   0.99970900  x   0.99962348  =   0.99933259
 CG1000
 CG1000|---------------------------------------------------------------------|
 CG1000| PID    Reference Object                     Distance      Geod. Az  |
 CG1000|                                                           dddmmss.s |
 CG1000| CC7093 CANELO RM 1                           9.803 METERS 09453     |
 CG1000| CC7094 CANELO RM 2                           7.947 METERS 15534     |
 CG1000| CG1046 PASS                                APPROX. 3.9 KM 3125029.5 |
 CG1000|---------------------------------------------------------------------|
 CG1000
 CG1000                          SUPERSEDED SURVEY CONTROL
 CG1000
 CG1000  NAD 83(1986)-  31 28 58.26583(N)    110 32 26.31209(W) AD(       ) 1
 CG1000  NAD 27      -  31 28 57.92000(N)    110 32 24.01000(W) AD(       ) 1
 CG1000
 CG1000.Superseded values are not recommended for survey control.
 CG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1000.See file dsdata.txt to determine how the superseded data were derived.
 CG1000
 CG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV4363183208(NAD 83)
 CG1000_MARKER: DS = TRIANGULATION STATION DISK
 CG1000_SETTING: 66 = SET IN ROCK OUTCROP
 CG1000
 CG1000  HISTORY     - Date     Condition        Report By
 CG1000  HISTORY     - 1938     MONUMENTED       CGS
 CG1000  HISTORY     - 1947     GOOD             AMS
 CG1000  HISTORY     - 1956     GOOD             USE
 CG1000
 CG1000                          STATION DESCRIPTION
 CG1000
 CG1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1000'STATION IS LOCATED ON A PROMINENT ROUND HILL ABOUT 1.6 MILES
 CG1000'SE OF THE ROAD WHERE IT CROSSES CANELO PASS (AIRLINE) AND
 CG1000'12-1/2 MILES S OF ELGIN.
 CG1000'
 CG1000'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG1000'OUTCROPPING BEDROCK.
 CG1000'
 CG1000'TO REACH FROM FORT HUACHUCA, AT THE INTERSECTION OF THE CANELO
 CG1000'PASS ROAD AND THE MAIN PAVED HIGHWAY N FROM THE FORT, AT THE
 CG1000'Q M C REFILLING STATION, TAKE THE GRADED DIRT ROAD WESTERLY
 CG1000'AND SOUTHWESTERLY FOR 5.3 MILES TO A Y-FORK.  TAKE LEFT
 CG1000'FORK WESTERLY AND AT 2.2 MILES PASS OVER CATTLE GUARD AND
 CG1000'ENTRANCE TO CORONADO NATIONAL FOREST.  CONTINUE 5.1 MILES AND
 CG1000'AT SIGN SUNNYSIDE 17, CANELO 2, ELGIN 13 AFTER PASSING
 CG1000'SCHOOLHOUSE TAKE RIGHT FORK, WESTERLY, PASSING ENTRANCE TO
 CG1000'CANELO RANGER STATION AT 0.2 MILE.  CONTINUE 0.95 MILE TO
 CG1000'ROAD INTERSECTION NEAR CANILLE MERCANTILE STORE.  TURN LEFT,
 CG1000'S, AND CONTINUE 3.8 MILES TO THE SUMMIT OF CANELO PASS.
 CG1000'CONTINUE 2.4 MILES S ON THE MAIN-TRAVELED ROAD TO WHERE A DIM
 CG1000'TRACK ROAD LEAVES THE MAIN ROAD.  AFTER CROSSING CANELO PASS
 CG1000'THE STATION HILL BECOMES VISIBLE AND EASILY IDENTIFIED.
 CG1000'FOLLOW THE DIM ROAD GENERALLY E AND NORTHEASTERLY WINDING
 CG1000'THROUGH THE BRUSH FOR 1.4 MILES TO THE END OF TRUCK TRAVEL.
 CG1000'FROM THE END OF TRUCK TRAVEL PACK SE UP THE SLOPE, AND
 CG1000'NEAR THE TOP, E, ALONG THE FENCE TO THE STATION.  THE
 CG1000'STATION IS 93 FEET N X E OF WHERE A N-S FENCE INTERSECTS AN E-W
 CG1000'FENCE, PROBABLY A SECTION OR QUARTER-SECTION CORNER.
 CG1000'
 CG1000'THE REFERENCE MARKS ARE ABOUT THE SAME ELEVATION AS THE STATION.
 CG1000'TRIANGULATION STATION PASS IS USED AS THE AZIMUTH, BEING
 CG1000'ABOUT 2-1/4 MILES NW ON THE FIRST PROMINENT HILL IN THAT
 CG1000'DIRECTION.  THE APPROXIMATE ELEVATION OF THE STATION IS 6100
 CG1000'FEET.
 CG1000'
 CG1000'THIS DESCRIPTION VARIES FROM THE RECONNAISSANCE DESCRIPTION
 CG1000'BECAUSE OF APPROACHING THE STATION FROM THE E.  THE DIM TRACK
 CG1000'ROAD TURNED OFF TO REACH THE BASE OF THE HILL IS PROBABLY THE
 CG1000'SAME IN EACH DIRECTION.
 CG1000
 CG1000                          STATION RECOVERY (1947)
 CG1000
 CG1000'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG1000'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CG1000'SIGN, SUNNYSIDE 17, CANELO 2, ELGIN 13, SHOULD READ SUNNYSIDE
 CG1000'17, CANELO, ELGIN 13 (OMIT 2).  THE CANILLE STORE IS DESTROYED,
 CG1000'AND IS NOW 0.2 MI. W OF THE ABOVE MENTIONED SIGN, AND 0.1 MI.
 CG1000'E OF THE ENTRANCE TO THE CANELO RANGER STATION.
 CG1000'
 CG1000'THE HILL, UPON WHICH THE STATION IS SITUATED, IS KNOWN AS
 CG1000'LOOKOUT KNOLL.  A U.S. FOREST SERVICE BRONZE TABLET IS CEMENTED
 CG1000'IN A ROCK OUTCROP 600 FT. E OF THE STATION MARK.
 CG1000'
 CG1000'THE STATION MARK IS STAMPED CANELO 1938.
 CG1000
 CG1000                          STATION RECOVERY (1956)
 CG1000
 CG1000'RECOVERY NOTE BY US ENGINEERS 1956
 CG1000'STATION RECOVERED AS DESCRIBED.
 CG1000'
 CG1000'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0440 ***********************************************************************
 DU0440  DESIGNATION -  CANYON
 DU0440  PID         -  DU0440
 DU0440  STATE/COUNTY-  AZ/MARICOPA
 DU0440  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0440
 DU0440                         *CURRENT SURVEY CONTROL
 DU0440  ___________________________________________________________________
 DU0440* NAD 83(1992)-  33 32 18.31465(N)    111 26 56.85943(W)     ADJUSTED  
 DU0440* NAVD 88     -       659.98   (+/-2cm)    2165.3    (feet)  VERTCON   
 DU0440  ___________________________________________________________________
 DU0440  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DU0440  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DU0440  HORZ ORDER  -  FIRST
 DU0440  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0440
 DU0440.The horizontal coordinates were established by classical geodetic methods
 DU0440.and adjusted by the National Geodetic Survey in August 1993.
 DU0440
 DU0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0440.The vertical order pertains to the NGVD 29 superseded value.
 DU0440
 DU0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0440
 DU0440.The geoid height was determined by GEOID03.
 DU0440
 DU0440;                    North         East     Units Scale Factor Converg.
 DU0440;SPC AZ C     -   281,559.299   256,781.562   MT  0.99992324   +0 15 29.9
 DU0440;SPC AZ C     -   923,750.98    842,459.19   iFT  0.99992324   +0 15 29.9
 DU0440;UTM  12      - 3,711,069.201   458,300.884   MT  0.99962144   -0 14 53.3
 DU0440
 DU0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0440!SPC AZ C     -   0.99990095  x   0.99992324  =   0.99982420
 DU0440!UTM  12      -   0.99990095  x   0.99962144  =   0.99952243
 DU0440
 DU0440|---------------------------------------------------------------------|
 DU0440| PID    Reference Object                     Distance      Geod. Az  |
 DU0440|                                                           dddmmss.s |
 DU0440| DU0441 CANYON RM 1                           8.247 METERS 07406     |
 DU0440| DU0442 CANYON RM 2                           7.233 METERS 15731     |
 DU0440| DU0443 CANYON AZ MK                                       2521235.4 |
 DU0440|---------------------------------------------------------------------|
 DU0440
 DU0440                          SUPERSEDED SURVEY CONTROL
 DU0440
 DU0440  NAD 83(1986)-  33 32 18.31055(N)    111 26 56.86215(W) AD(       ) 1
 DU0440  NAD 27      -  33 32 18.13400(N)    111 26 54.38300(W) AD(       ) 1
 DU0440  NGVD 29 (??/??/92)  659.386  (m)         2163.34   (f) ADJ UNCH    1 2
 DU0440
 DU0440.Superseded values are not recommended for survey control.
 DU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0440.See file dsdata.txt to determine how the superseded data were derived.
 DU0440
 DU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5830111069(NAD 83)
 DU0440_MARKER: DS = TRIANGULATION STATION DISK
 DU0440_SETTING: 66 = SET IN ROCK OUTCROP
 DU0440_SP_SET: ROCK OUTCROP
 DU0440_STAMPING: CANYON 1946
 DU0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0440+STABILITY: POSITION/ELEVATION WELL
 DU0440
 DU0440  HISTORY     - Date     Condition        Report By
 DU0440  HISTORY     - 1946     MONUMENTED       CGS
 DU0440  HISTORY     - 1948     GOOD             NGS
 DU0440  HISTORY     - 1967     GOOD             AMS
 DU0440  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0440  HISTORY     - 1981     GOOD             AZDT
 DU0440  HISTORY     - 20070512 MARK NOT FOUND   GEOCAC
 DU0440
 DU0440                          STATION DESCRIPTION
 DU0440
 DU0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU0440'THE STATION IS 10 MILES AIRLINE NORTHEAST OF APACHE JUNCTION
 DU0440'AND IS ON ONE OF MANY LOW HILLS ABOUT 1 MILE WEST OF CANYON
 DU0440'LAKE RESEVOIR AND ABOUT 1/4 MILE EAST SOUTHEAST OF STATE ROUTE 88.
 DU0440'
 DU0440'TO REACH FROM APACHE JUNCTION ON U.S. 60 AND 70--GO NORTHEASTERLY
 DU0440'ON STATE ROUTE 88 FOR 5.6 MILES TO A CATTLE GUARD JUST BEFORE A
 DU0440'SHARP LEFT TURN ACROSS A WASH.  CONTINUE FOR 6.5 MILES ON THE
 DU0440'MAIN TRAVELED ROAD TO A CAIRN AND THE AZIMUTH MARK ON THE LEFT.
 DU0440'CONTINUE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 DU0440'EASTERLY ABOUT 1/4 MILE, KEEPING TO THE LEFT OF LOW KNOLL,
 DU0440'TO THE HIGHEST POINT OF THE HILL JUST BEYOND AND THE STATION.
 DU0440'
 DU0440'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED CANYON 1946
 DU0440'AND IS SET IN OUTCROPPING BEDROCK AT THE HIGHEST POINT OF THE
 DU0440'HILL.
 DU0440'
 DU0440'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0440'CANYON NO 1 1946 AND IS SET IN A BOULDER PROJECTING 3 INCHES
 DU0440'AND IS ABOUT 8 FEET BELOW THE STATION.  THE MARK IS EAST NORTHEAST
 DU0440'OF THE STATION.
 DU0440'
 DU0440'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 DU0440'CANYON NO 2 1946 AND IS SET IN BEDROCK 18 INCHES NORTHEAST OF THE
 DU0440'EDGE OF A SMALL 4 FOOT RIM AND IS ABOUT 18 INCHES BELOW THE
 DU0440'STATION.  THE MARK IS SOUTH SOUTHEAST OF THE STATION.
 DU0440'
 DU0440'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED CANYON
 DU0440'1946 AND IS SET IN A LARGE YELLOWISH BEDROCK OUTCROP.  THE MARK
 DU0440'IS 11 FEET WEST OF A 2 FOOT CAIRN AND IS 53 PACES WEST OF THE
 DU0440'CENTER OF STATE ROUTE 88 AND IS 3/4 MILE WEST SOUTHWEST OF THE
 DU0440'STATION.
 DU0440'
 DU0440'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 DU0440
 DU0440                          STATION RECOVERY (1948)
 DU0440
 DU0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DU0440'5.4 MI W FROM TORTILLA FLAT.
 DU0440'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0440'TORTILLA FLAT, THENCE 0.3 MILE SOUTHEAST CROSS COUNTRY TO THE TOP OF
 DU0440'THE HIGHEST POINT OF A SMALL HILL AND STATION SITE, SET IN THE TOP OF
 DU0440'A ROCK OUTCROP PROJECTING 2 INCHES.
 DU0440
 DU0440                          STATION RECOVERY (1967)
 DU0440
 DU0440'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (PEZ)
 DU0440'STATION MARK, AZ. MARK AND R.M.S. RECOVERED IN GOOD CONDITION.
 DU0440'AZIMUTH TEST AND DISTANCE CHECKS RECORDED IN VOL. 11 W PG. 24.
 DU0440
 DU0440                          STATION RECOVERY (1980)
 DU0440
 DU0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0440'MARK NOT SEARCHED FOR AND NOT LEVELED TO THIS SURVEY.
 DU0440
 DU0440                          STATION RECOVERY (1981)
 DU0440
 DU0440'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU0440'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DU0440'DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU0440'
 DU0440'TO REACH THE STATION FROM THE POST OFFICE IN APACHE JUNCTION, TRAVEL
 DU0440'NORTHEAST ALONG ARIZONA HIGHWAY 88 FOR 5.5 MILES TO A CATTLE GUARD,
 DU0440'CONTINUE NORTHEAST ALONG THE HIGHWAY FOR 6.0 MILES TO STEEL HIGHLINE
 DU0440'NORTHEAST ALONG THE HIGHWAY FOR 0.7 MILE TO A TRACK ROAD ON THE RIGHT.
 DU0440'TURN RIGHT FOR 0.15 MILE TO A LEFT TURN BY A 3 POLE HIGHLINE TOWER,
 DU0440'CONTINUE 200 FEET TO THE END OF TRUCK TRAVEL.  PACK EAST OVER LOW HILL
 DU0440'TO A SADDLE, THEN TO THE TOP OF A HIGHER HILL AND THE STATION.
 DU0440
 DU0440                          STATION RECOVERY (2007)
 DU0440
 DU0440'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0440'THE DRILL-HOLE FOR THE MARK WAS FOUND, WITH A FLAGGED NAIL LEFT BY A
 DU0440'PREVIOUS VISITOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0650 ***********************************************************************
 GP0650  DESIGNATION -  CANYON
 GP0650  PID         -  GP0650
 GP0650  STATE/COUNTY-  AZ/NAVAJO
 GP0650  USGS QUAD   -  TALL MOUNTAIN NW (1970)
 GP0650
 GP0650                         *CURRENT SURVEY CONTROL
 GP0650  ___________________________________________________________________
 GP0650* NAD 83(1992)-  36 53 21.38815(N)    110 38 19.06891(W)     ADJUSTED  
 GP0650* NAVD 88     -      2150.3    (meters)    7055.     (feet)  VERTCON   
 GP0650  ___________________________________________________________________
 GP0650  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 GP0650  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 GP0650  HORZ ORDER  -  THIRD
 GP0650
 GP0650.The horizontal coordinates were established by classical geodetic methods
 GP0650.and adjusted by the National Geodetic Survey in August 1993.
 GP0650
 GP0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0650
 GP0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0650
 GP0650.The geoid height was determined by GEOID03.
 GP0650
 GP0650;                    North         East     Units Scale Factor Converg.
 GP0650;SPC AZ E     -   653,287.389   171,292.968   MT  0.99992179   -0 16 59.9
 GP0650;SPC AZ E     - 2,143,331.33    561,984.80   iFT  0.99992179   -0 16 59.9
 GP0650;UTM  12      - 4,082,650.298   532,199.882   MT  0.99961277   +0 13 00.9
 GP0650
 GP0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0650!SPC AZ E     -   0.99966598  x   0.99992179  =   0.99958780
 GP0650!UTM  12      -   0.99966598  x   0.99961277  =   0.99927888
 GP0650
 GP0650:                Primary Azimuth Mark                     Grid Az
 GP0650:SPC AZ E     -  SNAG                                     265 24 31.2
 GP0650:UTM  12      -  SNAG                                     264 54 30.4
 GP0650
 GP0650|---------------------------------------------------------------------|
 GP0650| PID    Reference Object                     Distance      Geod. Az  |
 GP0650|                                                           dddmmss.s |
 GP0650| GP0658 SNAG                                APPROX.11.1 KM 2650731.3 |
 GP0650|---------------------------------------------------------------------|
 GP0650
 GP0650                          SUPERSEDED SURVEY CONTROL
 GP0650
 GP0650  NAD 83(1986)-  36 53 21.38876(N)    110 38 19.06602(W) AD(       ) 3
 GP0650  NAD 27      -  36 53 21.38629(N)    110 38 16.57195(W) AD(       ) 3
 GP0650  NGVD 29 (07/19/86) 2149.2    (m)         7051.     (f) VERT ANG    3  
 GP0650
 GP0650.Superseded values are not recommended for survey control.
 GP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0650.See file dsdata.txt to determine how the superseded data were derived.
 GP0650
 GP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3220082650(NAD 83)
 GP0650_MARKER: DD = SURVEY DISK
 GP0650_SETTING: 0 = UNSPECIFIED SETTING
 GP0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0650
 GP0650  HISTORY     - Date     Condition        Report By
 GP0650  HISTORY     - 1952     MONUMENTED       USGS
 GP0650  HISTORY     - 1953     GOOD             USGS
 GP0650
 GP0650                          STATION DESCRIPTION
 GP0650
 GP0650'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GP0650'LOCATED ABOUT 9 MI. S. OF THE THUMB, A PROMINIENT ROCK BUTTE ON PIUTE
 GP0650'MESA AND 1.5 MI. W. OF MILES CREEK, ON N. END OF SMALL TREE COVERED
 GP0650'RIDGE RUNNING N-S., HIGHEST POINT IN VICINITY.
 GP0650'
 GP0650'REACHED BY HELICOPTER.
 GP0650'
 GP0650'STATION MARK - STANDARD TABLET STAMPED ---CANYON 1952--- CEMENTED IN
 GP0650'SANDSTONE OUTCROP.
 GP0650'
 GP0650'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 GP0650'---RM 1 1952--- CEMENTED IN SANDSTONE OUTCROP, 28.1 FT. FROM STATION
 GP0650'MARK, S 54 DEG 39 SEC W.
 GP0650'
 GP0650'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 GP0650'---RM 2 1952--- CEMENTED IN SANDSTONE OUTCROP, 17.9 FT. FROM STATION
 GP0650'MARK, S 21 DEG 21 MIN E.
 GP0650
 GP0650                          STATION RECOVERY (1953)
 GP0650
 GP0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GP0650'STATION FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1836 ***********************************************************************
 DU1836  DESIGNATION -  CANYON
 DU1836  PID         -  DU1836
 DU1836  STATE/COUNTY-  AZ/GILA
 DU1836  USGS QUAD   -  DOUBLE BUTTES (1988)
 DU1836
 DU1836                         *CURRENT SURVEY CONTROL
 DU1836  ___________________________________________________________________
 DU1836* NAD 83(1992)-  33 54 01.80256(N)    110 38 45.02252(W)     ADJUSTED  
 DU1836* NAVD 88     -      1891.7    (meters)    6206.     (feet)  VERTCON   
 DU1836  ___________________________________________________________________
 DU1836  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 DU1836  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DU1836  HORZ ORDER  -  THIRD
 DU1836
 DU1836.The horizontal coordinates were established by classical geodetic methods
 DU1836.and adjusted by the National Geodetic Survey in August 1993.
 DU1836
 DU1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1836
 DU1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1836
 DU1836.The geoid height was determined by GEOID03.
 DU1836
 DU1836;                    North         East     Units Scale Factor Converg.
 DU1836;SPC AZ E     -   321,721.702   169,044.400   MT  0.99992420   -0 16 02.2
 DU1836;SPC AZ E     - 1,055,517.40    554,607.61   iFT  0.99992420   -0 16 02.2
 DU1836;UTM  12      - 3,751,180.228   532,744.110   MT  0.99961322   +0 11 51.1
 DU1836
 DU1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1836!SPC AZ E     -   0.99970711  x   0.99992420  =   0.99963133
 DU1836!UTM  12      -   0.99970711  x   0.99961322  =   0.99932044
 DU1836
 DU1836|---------------------------------------------------------------------|
 DU1836| PID    Reference Object                     Distance      Geod. Az  |
 DU1836|                                                           dddmmss.s |
 DU1836| DU1857 CANYON RM 2                           9.751 METERS 03729     |
 DU1836| DU1839 DIVIDE                              APPROX.17.1 KM 2084559.8 |
 DU1836| DU1856 CANYON RM 1                           7.471 METERS 30340     |
 DU1836|---------------------------------------------------------------------|
 DU1836
 DU1836                          SUPERSEDED SURVEY CONTROL
 DU1836
 DU1836  NAD 83(1986)-  33 54 01.79731(N)    110 38 45.02473(W) AD(       ) 3
 DU1836  NGVD 29 (09/20/88) 1891.0    (m)         6204.     (f) VERT ANG    3  
 DU1836
 DU1836.Superseded values are not recommended for survey control.
 DU1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1836.See file dsdata.txt to determine how the superseded data were derived.
 DU1836
 DU1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3274451180(NAD 83)
 DU1836_MARKER: DS = TRIANGULATION STATION DISK
 DU1836_SETTING: 80 = SET IN A BOULDER
 DU1836_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1836+STABILITY: SURFACE MOTION
 DU1836
 DU1836  HISTORY     - Date     Condition        Report By
 DU1836  HISTORY     - 1948     MONUMENTED       USGS
 DU1836
 DU1836                          STATION DESCRIPTION
 DU1836
 DU1836'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DU1836'LOCATED ABOUT 12 MI SSW. OF GRASSHOPPER, 12 MI NW. OF SENECA, 11
 DU1836'MI SW. OF CIBECUE.  ON HIGHEST AND MOST PROMINENT POINT ON EAST
 DU1836'RIM OF CANYON CREEK.
 DU1836'
 DU1836'TO REACH FROM CIBECUE TRADING CO. STORE, DRIVE 0.2 MI S. TO
 DU1836'BRIDGE.  TURN RIGHT ON GRASSHOPER RD. 2.8 MI TO BOARD GATE,
 DU1836'CONTINUE 5.7 MI TO SECOND BOARD GATE, CONTINUE 0.05 MI TO SIGN
 DU1836'SALT RIVER DRAW POINTING S.  TURN S. DOWN SALT RIVER DRAW 8.8
 DU1836'MI TO GATE IN N.-S. FENCE JUST N. OF CATTLE TANK.  PASS W. THROUGH
 DU1836'GATE AND DOWN INTO SALT RIVER DRAW CANYON 5.3 MI TO SECOND TANK
 DU1836'AND END OF TRUCK TRAVEL.  WALK ABOUT 0.25 MI SW. TO TRAIL NEAR
 DU1836'E.-W. FENCE.  FOLLOW TRAIL W. TO EAST RIM OF CANYON CREEK.  TURN
 DU1836'ABOUT 2.5 MI N. TO HIGH POINT OF RIM AND STATION.  A 2-HOUR PACK
 DU1836'BY HORSE.
 DU1836'
 DU1836'STATION MARK--STANDARD TABLET STAMPED---CANYON 1948---, CEMENTED IN
 DU1836'HOLE DRILLED INTO USFS STATION MARK CROSS IN ROCK.
 DU1836'
 DU1836'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1836'
 DU1836'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1590 ***********************************************************************
 GR1590  DESIGNATION -  CANYON
 GR1590  PID         -  GR1590
 GR1590  STATE/COUNTY-  AZ/MOHAVE
 GR1590  USGS QUAD   -  HOOVER DAM (1997)
 GR1590
 GR1590                         *CURRENT SURVEY CONTROL
 GR1590  ___________________________________________________________________
 GR1590* NAD 83(1992)-  36 05 11.85880(N)    114 38 04.82033(W)     ADJUSTED  
 GR1590* NAVD 88     -      1194.6    (meters)    3919.     (feet)  VERTCON   
 GR1590  ___________________________________________________________________
 GR1590  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 GR1590  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1590  HORZ ORDER  -  THIRD
 GR1590
 GR1590.The horizontal coordinates were established by classical geodetic methods
 GR1590.and adjusted by the National Geodetic Survey in August 1993.
 GR1590
 GR1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1590
 GR1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1590
 GR1590.The geoid height was determined by GEOID03.
 GR1590
 GR1590;                    North         East     Units Scale Factor Converg.
 GR1590;SPC AZ W     -   564,505.214   133,686.343   MT  1.00001152   -0 31 16.0
 GR1590;SPC AZ W     - 1,852,051.23    438,603.49   iFT  1.00001152   -0 31 16.0
 GR1590;SPC NV E     - 8,148,698.288   285,433.794   MT  0.99998991   +0 33 31.7
 GR1590;SPC NV E     -26,734,520.97    936,460.71   sFT  0.99998991   +0 33 31.7
 GR1590;UTM  11      - 3,996,146.862   712,966.650   MT  1.00015888   +1 23 37.4
 GR1590
 GR1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1590!SPC AZ W     -   0.99981692  x   1.00001152  =   0.99982844
 GR1590!SPC NV E     -   0.99981692  x   0.99998991  =   0.99980683
 GR1590!UTM  11      -   0.99981692  x   1.00015888  =   0.99997577
 GR1590
 GR1590:                Primary Azimuth Mark                     Grid Az
 GR1590:SPC AZ W     -  BLACK                                    056 16 52.8
 GR1590:SPC NV E     -  BLACK                                    055 12 05.1
 GR1590:UTM  11      -  BLACK                                    054 21 59.4
 GR1590
 GR1590|---------------------------------------------------------------------|
 GR1590| PID    Reference Object                     Distance      Geod. Az  |
 GR1590|                                                           dddmmss.s |
 GR1590| GR1588 BLACK                               APPROX. 7.8 KM 0554536.8 |
 GR1590|---------------------------------------------------------------------|
 GR1590
 GR1590                          SUPERSEDED SURVEY CONTROL
 GR1590
 GR1590  NAD 83(1986)-  36 05 11.84465(N)    114 38 04.81221(W) AD(       ) 3
 GR1590  NGVD 29 (06/27/88) 1193.9    (m)         3917.     (f) VERT ANG    3  
 GR1590
 GR1590.Superseded values are not recommended for survey control.
 GR1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1590.See file dsdata.txt to determine how the superseded data were derived.
 GR1590
 GR1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1296796147(NAD 83)
 GR1590_MARKER: DS = TRIANGULATION STATION DISK
 GR1590_SETTING: 66 = SET IN ROCK OUTCROP
 GR1590_SP_SET: SET IN ROCK OUTCROP
 GR1590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1590+STABILITY: POSITION/ELEVATION WELL
 GR1590
 GR1590  HISTORY     - Date     Condition        Report By
 GR1590  HISTORY     - 1948     MONUMENTED       USGS
 GR1590  HISTORY     - 1951     GOOD             USGS
 GR1590
 GR1590                          STATION DESCRIPTION
 GR1590
 GR1590'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1590'LOCATED ABOUT 7.5 MI NE. OF HOOVER DAM, 6 MI N. OF MT. WILSON.  ON
 GR1590'SAME MAIN RIDGE AS MT. WILSON, ON SMALL TOP WHICH IS MIDDLE ONE
 GR1590'OF THREE TOPS.  HIGHER ONE IS ABOUT 0.2 MI N.
 GR1590'
 GR1590'TO REACH TAKE BOAT TO POINT ABOUT 1 MI SE. OF BEACON ISLAND WHERE
 GR1590'MAJOR WASH JOINS LAKE.  FOLLOW WASH ABOUT 1 HOUR.  CUT LEFT TO TOP
 GR1590'OF HIGH RIDGE.  A 3-1/2 HOUR PACK.
 GR1590'
 GR1590'STATION MARK--STANDARD TABLET STAMPED---CANYON 1948---, CEMENTED IN
 GR1590'ROCK OUTCROP.
 GR1590'
 GR1590'RM 1--STANDARD RM TABLET STAMPED---CANYON NO 1 1948---, CEMENTED IN
 GR1590'ROCK OUTCROP.
 GR1590'
 GR1590'RM 2--STANDARD RM TABLET STAMPED---CANYON NO 2 1948---, CEMENTED IN
 GR1590'ROCK OUTCROP.
 GR1590
 GR1590                          STATION RECOVERY (1951)
 GR1590
 GR1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0443 ***********************************************************************
 DU0443  DESIGNATION -  CANYON AZ MK
 DU0443  PID         -  DU0443
 DU0443  STATE/COUNTY-  AZ/MARICOPA
 DU0443  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0443
 DU0443                         *CURRENT SURVEY CONTROL
 DU0443  ___________________________________________________________________
 DU0443* NAD 83(1986)-  33 32 13.     (N)    111 27 17.     (W)     SCALED    
 DU0443* NAVD 88     -       616.102  (meters)    2021.33   (feet)  ADJUSTED  
 DU0443  ___________________________________________________________________
 DU0443  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DU0443  DYNAMIC HT  -         615.328 (meters)    2018.79  (feet)  COMP
 DU0443  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 DU0443
 DU0443  VERT ORDER  -  FIRST     CLASS II
 DU0443
 DU0443.The horizontal coordinates were scaled from a topographic map and have
 DU0443.an estimated accuracy of +/- 6 seconds.
 DU0443
 DU0443.The orthometric height was determined by differential leveling
 DU0443.and adjusted in June 1991.
 DU0443
 DU0443.The geoid height was determined by GEOID03.
 DU0443
 DU0443.The dynamic height is computed by dividing the NAVD 88
 DU0443.geopotential number by the normal gravity value computed on the
 DU0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0443.degrees latitude (g = 980.6199 gals.).
 DU0443
 DU0443.The modeled gravity was interpolated from observed gravity values.
 DU0443
 DU0443;                    North         East    Units  Estimated Accuracy
 DU0443;SPC AZ C     -   281,390.      256,260.      MT  (+/- 180 meters Scaled)
 DU0443
 DU0443                          SUPERSEDED SURVEY CONTROL
 DU0443
 DU0443.No superseded survey control is available for this station.
 DU0443
 DU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC577109(NAD 83)
 DU0443_MARKER: DZ = AZIMUTH MARK DISK
 DU0443_SETTING: 66 = SET IN ROCK OUTCROP
 DU0443_SP_SET: BEDROCK
 DU0443_STAMPING: CANYON 1946
 DU0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0443+STABILITY: POSITION/ELEVATION WELL
 DU0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0443+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0443
 DU0443  HISTORY     - Date     Condition        Report By
 DU0443  HISTORY     - 1946     MONUMENTED       CGS
 DU0443  HISTORY     - 1948     GOOD             NGS
 DU0443  HISTORY     - 1980     GOOD             NGS
 DU0443  HISTORY     - 20070512 GOOD             GEOCAC
 DU0443  HISTORY     - 20081008 GOOD             GEOCAC
 DU0443
 DU0443                          STATION DESCRIPTION
 DU0443
 DU0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0443'5.4 MI SW FROM TORTILLA FLAT.
 DU0443'ABOUT 5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0443'AT TORTILLA FLAT, ABOUT 155 FEET WEST OF THE CENTER LINE OF THE
 DU0443'HIGHWAY, 12.0 FEET WEST OF A SMALL CAIRN, SET ON TOP AND AT THE
 DU0443'SOUTHWEST CORNER OF A LARGE YELLOWISH BEDROCK OUTCROP WHICH IS ABOUT
 DU0443'18 FEET LONG AND 15 FEET WIDE AND PROJECTS ABOUT 15 FEET ABOVE THE
 DU0443'HIGHWAY LEVEL.
 DU0443
 DU0443                          STATION RECOVERY (1980)
 DU0443
 DU0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0443'RECOVERED IN GOOD CONDITION.
 DU0443
 DU0443                          STATION RECOVERY (2007)
 DU0443
 DU0443'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0443'RECOVERED IN GOOD CONDITION.
 DU0443
 DU0443                          STATION RECOVERY (2008)
 DU0443
 DU0443'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0443'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0443'33 32.215' W 111
 DU0443'27.285'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0441 ***********************************************************************
 DU0441  DESIGNATION -  CANYON RM 1
 DU0441  PID         -  DU0441
 DU0441  STATE/COUNTY-  AZ/MARICOPA
 DU0441  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0441
 DU0441                         *CURRENT SURVEY CONTROL
 DU0441  ___________________________________________________________________
 DU0441* NAD 83(1986)-  33 32 18.     (N)    111 26 56.     (W)     SCALED    
 DU0441* NAVD 88     -       657.61   (+/-2cm)    2157.5    (feet)  VERTCON   
 DU0441  ___________________________________________________________________
 DU0441  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DU0441  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0441
 DU0441.The horizontal coordinates were scaled from a topographic map and have
 DU0441.an estimated accuracy of +/- 6 seconds.
 DU0441
 DU0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0441.The vertical order pertains to the NGVD 29 superseded value.
 DU0441
 DU0441.The geoid height was determined by GEOID03.
 DU0441
 DU0441;                    North         East    Units  Estimated Accuracy
 DU0441;SPC AZ C     -   281,550.      256,800.      MT  (+/- 180 meters Scaled)
 DU0441
 DU0441                          SUPERSEDED SURVEY CONTROL
 DU0441
 DU0441  NGVD 29 (??/??/92)  657.016  (m)         2155.56   (f) ADJ UNCH    1 2
 DU0441
 DU0441.Superseded values are not recommended for survey control.
 DU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0441.See file dsdata.txt to determine how the superseded data were derived.
 DU0441
 DU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC583110(NAD 83)
 DU0441_MARKER: DR = REFERENCE MARK DISK
 DU0441_SETTING: 80 = SET IN A BOULDER
 DU0441_SP_SET: BOULDER
 DU0441_STAMPING: CANYON NO 1 1946
 DU0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0441+STABILITY: SURFACE MOTION
 DU0441
 DU0441  HISTORY     - Date     Condition        Report By
 DU0441  HISTORY     - 1946     MONUMENTED       CGS
 DU0441  HISTORY     - 1948     GOOD             NGS
 DU0441  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0441  HISTORY     - 20070512 MARK NOT FOUND   GEOCAC
 DU0441
 DU0441                          STATION DESCRIPTION
 DU0441
 DU0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0441'5.4 MI W FROM TORTILLA FLAT.
 DU0441'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0441'TORTILLA FLAT, THENCE 0.3 MILE SOUTHEAST CROSS COUNTRY TO THE HIGHEST
 DU0441'POINT OF A SMALL HILL, 27.0 FEET NORTHEAST OF TRIANGULATION STATION
 DU0441'CANYON, SET IN THE TOP OF A SMALL BOULDER PROJECTING 5 INCHES ABOVE
 DU0441'THE GROUND AND ABOUT 8 FEET LOWER THAN THE STATION.
 DU0441
 DU0441                          STATION RECOVERY (1980)
 DU0441
 DU0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0441'MARK NOT SEARCHED FOR AND NOT LEVELED TO THIS SURVEY.
 DU0441
 DU0441                          STATION RECOVERY (2007)
 DU0441
 DU0441'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0441'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0441'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0442 ***********************************************************************
 DU0442  DESIGNATION -  CANYON RM 2
 DU0442  PID         -  DU0442
 DU0442  STATE/COUNTY-  AZ/MARICOPA
 DU0442  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0442
 DU0442                         *CURRENT SURVEY CONTROL
 DU0442  ___________________________________________________________________
 DU0442* NAD 83(1986)-  33 32 18.     (N)    111 26 56.     (W)     SCALED    
 DU0442* NAVD 88     -       659.48   (+/-2cm)    2163.6    (feet)  VERTCON   
 DU0442  ___________________________________________________________________
 DU0442  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DU0442  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0442
 DU0442.The horizontal coordinates were scaled from a topographic map and have
 DU0442.an estimated accuracy of +/- 6 seconds.
 DU0442
 DU0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0442.The vertical order pertains to the NGVD 29 superseded value.
 DU0442
 DU0442.The geoid height was determined by GEOID03.
 DU0442
 DU0442;                    North         East    Units  Estimated Accuracy
 DU0442;SPC AZ C     -   281,550.      256,800.      MT  (+/- 180 meters Scaled)
 DU0442
 DU0442                          SUPERSEDED SURVEY CONTROL
 DU0442
 DU0442  NGVD 29 (??/??/92)  658.885  (m)         2161.69   (f) ADJ UNCH    1 2
 DU0442
 DU0442.Superseded values are not recommended for survey control.
 DU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0442.See file dsdata.txt to determine how the superseded data were derived.
 DU0442
 DU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC583110(NAD 83)
 DU0442_MARKER: DR = REFERENCE MARK DISK
 DU0442_SETTING: 66 = SET IN ROCK OUTCROP
 DU0442_SP_SET: ROCK OUTCROP
 DU0442_STAMPING: CANYON NO 2 1946
 DU0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0442+STABILITY: POSITION/ELEVATION WELL
 DU0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0442+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DU0442
 DU0442  HISTORY     - Date     Condition        Report By
 DU0442  HISTORY     - 1946     MONUMENTED       CGS
 DU0442  HISTORY     - 1948     GOOD             NGS
 DU0442  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0442  HISTORY     - 20070512 GOOD             GEOCAC
 DU0442
 DU0442                          STATION DESCRIPTION
 DU0442
 DU0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0442'5.4 MI W FROM TORTILLA FLAT.
 DU0442'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0442'TORTILLA FLAT, THENCE 0.3 MILE SOUTHEAST CROSS COUNTRY TO THE HIGHEST
 DU0442'POINT OF A SMALL HILL, 23.7 FEET SOUTHEAST OF TRIANGULATION STATION
 DU0442'CANYON, SET IN THE TOP OF A ROCK OUTCROP PROJECTING 6 INCHES ABOVE THE
 DU0442'GROUND.
 DU0442
 DU0442                          STATION RECOVERY (1980)
 DU0442
 DU0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0442'MARK NOT SEARCHED FOR AND NOT LEVELED TO THIS SURVEY.
 DU0442
 DU0442                          STATION RECOVERY (2007)
 DU0442
 DU0442'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0846 ***********************************************************************
 ES0846  DESIGNATION -  CANYONS
 ES0846  PID         -  ES0846
 ES0846  STATE/COUNTY-  AZ/COCONINO
 ES0846  USGS QUAD   -  QUAYLE HILL (1971)
 ES0846
 ES0846                         *CURRENT SURVEY CONTROL
 ES0846  ___________________________________________________________________
 ES0846* NAD 83(1992)-  34 42 41.22284(N)    111 05 39.37902(W)     ADJUSTED  
 ES0846* NAVD 88     -      1988.4    (meters)    6524.     (feet)  VERTCON   
 ES0846  ___________________________________________________________________
 ES0846  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 ES0846  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ES0846  HORZ ORDER  -  SECOND
 ES0846
 ES0846.The horizontal coordinates were established by classical geodetic methods
 ES0846.and adjusted by the National Geodetic Survey in August 1993.
 ES0846
 ES0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0846
 ES0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0846
 ES0846.The geoid height was determined by GEOID03.
 ES0846
 ES0846;                    North         East     Units Scale Factor Converg.
 ES0846;SPC AZ C     -   411,874.235   288,690.884   MT  0.99996992   +0 28 06.0
 ES0846;SPC AZ C     - 1,351,293.42    947,148.57   iFT  0.99996992   +0 28 06.0
 ES0846;UTM  12      - 3,841,048.859   491,367.438   MT  0.99960092   -0 03 13.3
 ES0846
 ES0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0846!SPC AZ C     -   0.99969168  x   0.99996992  =   0.99966161
 ES0846!UTM  12      -   0.99969168  x   0.99960092  =   0.99929272
 ES0846
 ES0846:                Primary Azimuth Mark                     Grid Az
 ES0846:SPC AZ C     -  QUAYLE                                   028 20 09.4
 ES0846:UTM  12      -  QUAYLE                                   028 51 28.7
 ES0846
 ES0846|---------------------------------------------------------------------|
 ES0846| PID    Reference Object                     Distance      Geod. Az  |
 ES0846|                                                           dddmmss.s |
 ES0846| ES0874 QUAYLE                              APPROX. 1.1 KM 0284815.4 |
 ES0846| ES0863 JACKS                               APPROX. 1.2 KM 2200825.4 |
 ES0846|---------------------------------------------------------------------|
 ES0846
 ES0846                          SUPERSEDED SURVEY CONTROL
 ES0846
 ES0846  NAD 83(1986)-  34 42 41.21719(N)    111 05 39.38183(W) AD(       ) 2
 ES0846  NGVD 29 (07/10/87) 1987.5    (m)         6521.     (f) VERT ANG    3  
 ES0846
 ES0846.Superseded values are not recommended for survey control.
 ES0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0846.See file dsdata.txt to determine how the superseded data were derived.
 ES0846
 ES0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9136741049(NAD 83)
 ES0846_MARKER: DS = TRIANGULATION STATION DISK
 ES0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0846+STABILITY: SURFACE MOTION
 ES0846
 ES0846  HISTORY     - Date     Condition        Report By
 ES0846  HISTORY     - 1981     MONUMENTED       AZDT
 ES0846  HISTORY     - 20080723 GOOD             GEOCAC
 ES0846
 ES0846                          STATION DESCRIPTION
 ES0846
 ES0846'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0846'THE STATION IS LOCATED 8.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0846'STATION ALONG ARIZONA HIGHWAY 87.
 ES0846'
 ES0846'THE STATION MARK IS AN AZDT DISK STAMPED---CANYONS 1981---SET IN
 ES0846'TOP OF A CONCRETE MONUMENT.  IT IS 31 FEET EAST OF THE CENTERLINE OF
 ES0846'THE HIGHWAY AND 5 FEET SOUTHEAST OF A CAIRN AT MILEPOST 310.3.
 ES0846'
 ES0846'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0846'
 ES0846'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0846'ARIZONA HIGHWAY 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0846'CONTINUE NORTH FOR 10.9 MILES TO FOREST TRAIL 319E, CONTINUE NORTH FOR
 ES0846'0.3 MILE TO THE STATION ON THE RIGHT.
 ES0846
 ES0846                          STATION RECOVERY (2008)
 ES0846
 ES0846'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1267 ***********************************************************************
 DA1267  DESIGNATION -  CAP
 DA1267  PID         -  DA1267
 DA1267  STATE/COUNTY-  AZ/MARICOPA
 DA1267  USGS QUAD   -  MIDWAY (1986)
 DA1267
 DA1267                         *CURRENT SURVEY CONTROL
 DA1267  ___________________________________________________________________
 DA1267* NAD 83(1992)-  32 40 56.45147(N)    112 48 27.24856(W)     ADJUSTED  
 DA1267* NAVD 88     -       636.2    (meters)    2087.     (feet)  VERTCON   
 DA1267  ___________________________________________________________________
 DA1267  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DA1267  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA1267  HORZ ORDER  -  THIRD
 DA1267
 DA1267.The horizontal coordinates were established by classical geodetic methods
 DA1267.and adjusted by the National Geodetic Survey in August 1993.
 DA1267
 DA1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1267
 DA1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1267
 DA1267.The geoid height was determined by GEOID03.
 DA1267
 DA1267;                    North         East     Units Scale Factor Converg.
 DA1267;SPC AZ C     -   186,877.660   129,812.188   MT  0.99998604   -0 28 52.0
 DA1267;SPC AZ C     -   613,115.68    425,893.01   iFT  0.99998604   -0 28 52.0
 DA1267;UTM  12      - 3,617,516.648   330,530.148   MT  0.99995415   -0 58 34.6
 DA1267
 DA1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1267!SPC AZ C     -   0.99990505  x   0.99998604  =   0.99989109
 DA1267!UTM  12      -   0.99990505  x   0.99995415  =   0.99985920
 DA1267
 DA1267:                Primary Azimuth Mark                     Grid Az
 DA1267:SPC AZ C     -  CRATER                                   211 26 53.8
 DA1267:UTM  12      -  CRATER                                   211 56 36.4
 DA1267
 DA1267|---------------------------------------------------------------------|
 DA1267| PID    Reference Object                     Distance      Geod. Az  |
 DA1267|                                                           dddmmss.s |
 DA1267| DA1274 CRATER                              APPROX.17.4 KM 2105801.8 |
 DA1267|---------------------------------------------------------------------|
 DA1267
 DA1267                          SUPERSEDED SURVEY CONTROL
 DA1267
 DA1267  NAD 83(1986)-  32 40 56.43876(N)    112 48 27.25307(W) AD(       ) 3
 DA1267  NGVD 29 (06/20/88)  635.5    (m)         2085.     (f) VERT ANG    3  
 DA1267
 DA1267.Superseded values are not recommended for survey control.
 DA1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1267.See file dsdata.txt to determine how the superseded data were derived.
 DA1267
 DA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3053017517(NAD 83)
 DA1267_MARKER: DS = TRIANGULATION STATION DISK
 DA1267_SETTING: 66 = SET IN ROCK OUTCROP
 DA1267_SP_SET: SET IN ROCK OUTCROP
 DA1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1267+STABILITY: POSITION/ELEVATION WELL
 DA1267
 DA1267  HISTORY     - Date     Condition        Report By
 DA1267  HISTORY     - 1948     MONUMENTED       USGS
 DA1267
 DA1267                          STATION DESCRIPTION
 DA1267
 DA1267'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1267'LOCATED ABOUT 20 MI SSW. OF GILA BEND.  ON WESTERNMOST TOP OF
 DA1267'RANGE OF HILLS.
 DA1267'
 DA1267'TO REACH FROM JCT. OF U.S. HWY. 80 AND STATE HWY. 85 IN GILA
 DA1267'BEND, DRIVE 19.3 MI S. ON STATE HWY. 85 TO JCT.  TURN LEFT (E.)
 DA1267'ON DIRT RD. ALONG NORTH SIDE OF LOW HILLS ABOUT 1.0 MI.  GO
 DA1267'CROSS-COUNTRY NE. TOWARD TOP 1.25 MI INTO LARGE DRAIN W. OF HILL
 DA1267'AND END OF RD.  PACK UP DRAIN TO FORKS.  THEN RIGHT TO LOW SADDLE.
 DA1267'THEN LEFT UP RIDGE TO TOP AND STATION.  ABOUT A 45-MINUTE PACK.
 DA1267'
 DA1267'STATION MARK--STANDARD TABLET STAMPED---CAP 1948---, CEMENTED IN
 DA1267'ROCK OUTCROP.
 DA1267'
 DA1267'RM 1--STANDARD RM TABLET STAMPED---CAP NO 1 1948---, CEMENTED IN
 DA1267'ROCK OUTCROP.
 DA1267'
 DA1267'RM 2--STANDARD RM TABLET STAMPED---CAP NO 2 1948---, CEMENTED IN
 DA1267'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1913 ***********************************************************************
 AI1913  DESIGNATION -  CAP AQUEDUCT ROW 129+63.84 250RT
 AI1913  PID         -  AI1913
 AI1913  STATE/COUNTY-  AZ/LA PAZ
 AI1913  USGS QUAD   -  HOPE SE (1990)
 AI1913
 AI1913                         *CURRENT SURVEY CONTROL
 AI1913  ___________________________________________________________________
 AI1913* NAD 83(2007)-  33 36 08.01046(N)    113 37 25.85632(W)     ADJUSTED  
 AI1913* NAVD 88     -       428.8    (meters)    1407.     (feet)  GPS OBS   
 AI1913  ___________________________________________________________________
 AI1913  EPOCH DATE  -        2007.00
 AI1913  X           -  -2,131,138.203 (meters)                     COMP
 AI1913  Y           -  -4,872,453.347 (meters)                     COMP
 AI1913  Z           -   3,510,003.470 (meters)                     COMP
 AI1913  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AI1913  ELLIP HEIGHT-         397.491 (meters)          (02/10/07) ADJUSTED
 AI1913  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AI1913
 AI1913  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1913  Type    PID    Designation                      North   East  Ellip
 AI1913  -------------------------------------------------------------------
 AI1913  NETWORK AI1913 CAP AQUEDUCT ROW 129+63.84 250    0.51   0.45   1.47
 AI1913  -------------------------------------------------------------------
 AI1913
 AI1913.The horizontal coordinates were established by GPS observations
 AI1913.and adjusted by the National Geodetic Survey in February 2007.
 AI1913
 AI1913.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1913.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1913.The horizontal coordinates are valid at the epoch date displayed above.
 AI1913.The epoch date for horizontal control is a decimal equivalence
 AI1913.of Year/Month/Day.
 AI1913
 AI1913.The orthometric height was determined by GPS observations and a
 AI1913.high-resolution geoid model.
 AI1913
 AI1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1913
 AI1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1913
 AI1913.The ellipsoidal height was determined by GPS observations
 AI1913.and is referenced to NAD 83.
 AI1913
 AI1913.The geoid height was determined by GEOID03.
 AI1913
 AI1913;                    North         East     Units Scale Factor Converg.
 AI1913;SPC AZ W     -   288,554.302   225,067.700   MT  0.99993502   +0 04 11.3
 AI1913;SPC AZ W     -   946,700.47    738,411.09   iFT  0.99993502   +0 04 11.3
 AI1913;UTM  12      - 3,721,139.377   256,536.429   MT  1.00033082   -1 27 10.1
 AI1913
 AI1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1913!SPC AZ W     -   0.99993760  x   0.99993502  =   0.99987263
 AI1913!UTM  12      -   0.99993760  x   1.00033082  =   1.00026840
 AI1913
 AI1913                          SUPERSEDED SURVEY CONTROL
 AI1913
 AI1913  NAD 83(1992)-  33 36 08.00946(N)    113 37 25.85611(W) AD(       ) A
 AI1913  ELLIP H (09/30/99)  397.521  (m)                       GP(       ) 3 1
 AI1913
 AI1913.Superseded values are not recommended for survey control.
 AI1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1913.See file dsdata.txt to determine how the superseded data were derived.
 AI1913
 AI1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5653621139(NAD 83)
 AI1913_MARKER: DD = SURVEY DISK
 AI1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1913_STAMPING: ROW 129+63.84 250 FT RT R4
 AI1913_MARK LOGO: BOR   
 AI1913_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1913+STABILITY: SURFACE MOTION
 AI1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1913+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 AI1913
 AI1913  HISTORY     - Date     Condition        Report By
 AI1913  HISTORY     - UNK      MONUMENTED       BOR
 AI1913  HISTORY     - 19990120 GOOD             CAP
 AI1913  HISTORY     - 20050117 GOOD             CAP
 AI1913  HISTORY     - 20080301 GOOD             GEOCAC
 AI1913
 AI1913                          STATION DESCRIPTION
 AI1913
 AI1913'DESCRIBED BY CENTRAL ARIZONA PROJECT 1999 (DD)
 AI1913'THE STATION IS LOCATED ABOUT 33 MI (53.1 KM) EAST OF QUARTZSITE AND
 AI1913'0.5 MI (0.8 KM) SOUTH OF INTERSTATE HIGHWAY 10.  TO REACH THE STATION
 AI1913'FROM THE THE JUNCTION OF INTERSTATE HIGHWAY 10 AND HOVATTER RD, GO
 AI1913'SOUTH FOR 0.42 MI (0.68 KM) ON HOVATTER RD, CROSSING CENTRAL ARIZONA
 AI1913'PROJECT AQUEDUCT, TO A POINT WHERE ROAD TURNS RIGHT.  BEAR RIGHT AND
 AI1913'GO WESTERLY FOR ABOUT 0.17 MI (0.27 KM) ON HOVATTER ROAD, PASSING DIRT
 AI1913'ROAD LEADING SOUTH, TO THE STATION ON LEFT.  THE STATION IS SET WITHIN
 AI1913'A TRIANGLE FORMED BY THREE METAL FENCE POSTS.  LOCATED 3 FT (0.9 M)
 AI1913'FROM EACH FENCE POST, 250 FT (76.2 M) SOUTH AND 906.76 FT (276.38 M)
 AI1913'WEST OF THE CENTERLINE OF THE HOVATTER ROAD BRIDGE OVER THE AQUEDUCT.
 AI1913
 AI1913                          STATION RECOVERY (2005)
 AI1913
 AI1913'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2005 (DLD)
 AI1913'RECOVERED AS DESCRIBED.
 AI1913
 AI1913                          STATION RECOVERY (2008)
 AI1913
 AI1913'RECOVERY NOTE BY GEOCACHING 2008 (RHT)
 AI1913'FOUND AT THE FOLLOWING COORDINATES-N 33 36.134 W 113 37.430.
 AI1913' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1914 ***********************************************************************
 AI1914  DESIGNATION -  CAP AQUEDUCT ROW 496+49.28 200RT
 AI1914  PID         -  AI1914
 AI1914  STATE/COUNTY-  AZ/LA PAZ
 AI1914  USGS QUAD   -  OSBORNE WELL (1990)
 AI1914
 AI1914                         *CURRENT SURVEY CONTROL
 AI1914  ___________________________________________________________________
 AI1914* NAD 83(2007)-  34 09 23.61423(N)    114 02 43.06520(W)     ADJUSTED  
 AI1914* NAVD 88     -       375.4    (meters)    1232.     (feet)  GPS OBS   
 AI1914  ___________________________________________________________________
 AI1914  EPOCH DATE  -        2007.00
 AI1914  X           -  -2,152,935.628 (meters)                     COMP
 AI1914  Y           -  -4,825,302.596 (meters)                     COMP
 AI1914  Z           -   3,561,023.925 (meters)                     COMP
 AI1914  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 AI1914  ELLIP HEIGHT-         344.523 (meters)          (02/10/07) ADJUSTED
 AI1914  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AI1914
 AI1914  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1914  Type    PID    Designation                      North   East  Ellip
 AI1914  -------------------------------------------------------------------
 AI1914  NETWORK AI1914 CAP AQUEDUCT ROW 496+49.28 200    0.51   0.47   1.41
 AI1914  -------------------------------------------------------------------
 AI1914
 AI1914.The horizontal coordinates were established by GPS observations
 AI1914.and adjusted by the National Geodetic Survey in February 2007.
 AI1914
 AI1914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1914.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1914.The horizontal coordinates are valid at the epoch date displayed above.
 AI1914.The epoch date for horizontal control is a decimal equivalence
 AI1914.of Year/Month/Day.
 AI1914
 AI1914.The orthometric height was determined by GPS observations and a
 AI1914.high-resolution geoid model.
 AI1914
 AI1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1914
 AI1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1914
 AI1914.The ellipsoidal height was determined by GPS observations
 AI1914.and is referenced to NAD 83.
 AI1914
 AI1914.The geoid height was determined by GEOID03.
 AI1914
 AI1914;                    North         East     Units Scale Factor Converg.
 AI1914;SPC AZ W     -   350,069.354   186,131.074   MT  0.99994247   -0 09 56.9
 AI1914;SPC AZ W     - 1,148,521.50    610,666.25   iFT  0.99994247   -0 09 56.9
 AI1914;UTM  11      - 3,783,460.877   772,403.882   MT  1.00051481   +1 39 35.8
 AI1914;UTM  12      - 3,783,706.717   219,241.280   MT  1.00057179   -1 42 39.3
 AI1914
 AI1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1914!SPC AZ W     -   0.99994592  x   0.99994247  =   0.99988839
 AI1914!UTM  11      -   0.99994592  x   1.00051481  =   1.00046070
 AI1914!UTM  12      -   0.99994592  x   1.00057179  =   1.00051768
 AI1914
 AI1914                          SUPERSEDED SURVEY CONTROL
 AI1914
 AI1914  NAD 83(1992)-  34 09 23.61340(N)    114 02 43.06543(W) AD(       ) A
 AI1914  ELLIP H (09/30/99)  344.552  (m)                       GP(       ) 3 1
 AI1914
 AI1914.Superseded values are not recommended for survey control.
 AI1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1914.See file dsdata.txt to determine how the superseded data were derived.
 AI1914
 AI1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7240483461(NAD 83)
 AI1914_MARKER: DD = SURVEY DISK
 AI1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1914_STAMPING: STA 496+49.28 200.00 RT ROW
 AI1914_MARK LOGO: BOR   
 AI1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1914+STABILITY: SURFACE MOTION
 AI1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1914+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2005
 AI1914
 AI1914  HISTORY     - Date     Condition        Report By
 AI1914  HISTORY     - UNK      MONUMENTED       BOR
 AI1914  HISTORY     - 19990114 GOOD             CAP
 AI1914  HISTORY     - 20050121 GOOD             CAP
 AI1914
 AI1914                          STATION DESCRIPTION
 AI1914
 AI1914'DESCRIBED BY CENTRAL ARIZONA PROJECT 1999 (DLD)
 AI1914'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST OF PARKER.
 AI1914'OWNERSHIP--CENTRAL ARIZONA PROJECT.  TO REACH THE STATION FROM THE
 AI1914'INTERSECTION OF STATE HIGHWAY 95 (CALIFORNIA AVE) AND ARIZONA AVENUE
 AI1914'IN PARKER, GO EAST FOR 1.4 MI (2.3 KM) ON HIGHWAY 95 TO SHEA ROAD.
 AI1914'TURN LEFT AND GO 17.4 MI (28.0 KM) ON SHEA ROAD (PLANET RANCH ROAD) TO
 AI1914'A ROAD RIGHT (STEEL TRANSMISSION TOWER MAINTENANCE ROAD) JUST BEFORE
 AI1914'REACHING THE END OF PAVEMENT AND START OF GRAVEL ROAD.  TURN RIGHT AND
 AI1914'GO 1.6 MI (2.6 KM) ON THE MAINTENANCE ROAD TO TOWER 11 (EAST ONE OF
 AI1914'TWO TOWERS, SEVENTH SET OF TOWERS SOUTH OF SHEA ROAD). FROM THE EAST
 AI1914'TOWER, GO EAST FOR 240 FT (73.2 M) ALONG RIDGE TO THE STATION, ABOUT
 AI1914'30 FT (9.1 M) WEST FROM THE CENTRAL ARIZONA PROJECT RIGHT-OF-WAY
 AI1914'FENCE, SURROUNDED BY THREE METAL FENCE POSTS.
 AI1914
 AI1914                          STATION RECOVERY (2005)
 AI1914
 AI1914'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2005 (JEM)
 AI1914'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5947 ***********************************************************************
 DG5947  DESIGNATION -  CAPE
 DG5947  PID         -  DG5947
 DG5947  STATE/COUNTY-  AZ/COCONINO
 DG5947  USGS QUAD   -  CAPE ROYAL (1988)
 DG5947
 DG5947                         *CURRENT SURVEY CONTROL
 DG5947  ___________________________________________________________________
 DG5947* NAD 83(2007)-  36 07 24.73691(N)    111 56 58.91284(W)     ADJUSTED  
 DG5947* NAVD 88     -      2406.8    (meters)    7896.     (feet)  GPS OBS   
 DG5947  ___________________________________________________________________
 DG5947  EPOCH DATE  -        2007.00
 DG5947  X           -  -1,928,714.755 (meters)                     COMP
 DG5947  Y           -  -4,785,829.269 (meters)                     COMP
 DG5947  Z           -   3,740,677.984 (meters)                     COMP
 DG5947  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DG5947  ELLIP HEIGHT-        2383.535 (meters)          (02/10/07) ADJUSTED
 DG5947  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DG5947
 DG5947  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5947  Type    PID    Designation                      North   East  Ellip
 DG5947  -------------------------------------------------------------------
 DG5947  NETWORK DG5947 CAPE                              0.45   0.37   2.23
 DG5947  -------------------------------------------------------------------
 DG5947
 DG5947.The horizontal coordinates were established by GPS observations
 DG5947.and adjusted by the National Geodetic Survey in February 2007.
 DG5947
 DG5947.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5947.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5947.The horizontal coordinates are valid at the epoch date displayed above.
 DG5947.The epoch date for horizontal control is a decimal equivalence
 DG5947.of Year/Month/Day.
 DG5947
 DG5947.The orthometric height was determined by GPS observations and a
 DG5947.high-resolution geoid model.
 DG5947
 DG5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5947
 DG5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5947
 DG5947.The ellipsoidal height was determined by GPS observations
 DG5947.and is referenced to NAD 83.
 DG5947
 DG5947.The geoid height was determined by GEOID03.
 DG5947
 DG5947;                    North         East     Units Scale Factor Converg.
 DG5947;SPC AZ C     -   568,219.822   210,386.721   MT  0.99990011   -0 01 10.1
 DG5947;SPC AZ C     - 1,864,238.26    690,245.15   iFT  0.99990011   -0 01 10.1
 DG5947;UTM  12      - 3,998,068.340   414,538.468   MT  0.99968999   -0 33 35.7
 DG5947
 DG5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5947!SPC AZ C     -   0.99962605  x   0.99990011  =   0.99952620
 DG5947!UTM  12      -   0.99962605  x   0.99968999  =   0.99931616
 DG5947
 DG5947                          SUPERSEDED SURVEY CONTROL
 DG5947
 DG5947  NAD 83(1992)-  36 07 24.73682(N)    111 56 58.91256(W) AD(       ) A
 DG5947  ELLIP H (06/28/04) 2383.544  (m)                       GP(       ) 3 2
 DG5947
 DG5947.Superseded values are not recommended for survey control.
 DG5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5947.See file dsdata.txt to determine how the superseded data were derived.
 DG5947
 DG5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1453898068(NAD 83)
 DG5947_MARKER: Z = SEE DESCRIPTION
 DG5947_SETTING: 66 = SET IN ROCK OUTCROP
 DG5947_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5947+STABILITY: POSITION/ELEVATION WELL
 DG5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5947+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5947
 DG5947  HISTORY     - Date     Condition        Report By
 DG5947  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5947
 DG5947                          STATION DESCRIPTION
 DG5947
 DG5947'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5947'FROM JACOB LAKE, AZ, FOLLOW AZ RTE. 67 (NORTH RIM PARKWAY) SOUTH TO
 DG5947'CAPE  ROYAL ROAD. TURN LEFT ON CAPE ROYAL ROAD AND FOLLOW ONTO THE
 DG5947'WALHALLA  PLATEAU TO THE END OF THE ROAD AND A LARGE PARKING LOT.
 DG5947'IMMEDIATELY  UPON REACHING THE PARKING LOT, TURN RIGHT AND PARK NEAR
 DG5947'BATHROOMS.  PACK 150 METERS NORTH TO THE CLEARING AND THE STATION.
 DG5947' 
 DG5947'STATION IS A 5/8-INCH DIMPLED PIN, CEMENTED IN BEDROCK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0489 ***********************************************************************
 ER0489  DESIGNATION -  CAR
 ER0489  PID         -  ER0489
 ER0489  STATE/COUNTY-  AZ/APACHE
 ER0489  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0489
 ER0489                         *CURRENT SURVEY CONTROL
 ER0489  ___________________________________________________________________
 ER0489* NAD 83(1992)-  34 12 32.75602(N)    109 25 48.20581(W)     ADJUSTED  
 ER0489* NAVD 88     -      2216.4    (meters)    7272.     (feet)  VERTCON   
 ER0489  ___________________________________________________________________
 ER0489  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 ER0489  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 ER0489  HORZ ORDER  -  SECOND
 ER0489
 ER0489.The horizontal coordinates were established by classical geodetic methods
 ER0489.and adjusted by the National Geodetic Survey in August 1993.
 ER0489
 ER0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0489
 ER0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0489
 ER0489.The geoid height was determined by GEOID03.
 ER0489
 ER0489;                    North         East     Units Scale Factor Converg.
 ER0489;SPC AZ E     -   356,090.993   281,238.220   MT  0.99995678   +0 24 50.9
 ER0489;SPC AZ E     - 1,168,277.54    922,697.57   iFT  0.99995678   +0 24 50.9
 ER0489;UTM  12      - 3,786,455.037   644,631.325   MT  0.99985786   +0 52 58.1
 ER0489
 ER0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0489!SPC AZ E     -   0.99965574  x   0.99995678  =   0.99961254
 ER0489!UTM  12      -   0.99965574  x   0.99985786  =   0.99951365
 ER0489
 ER0489|---------------------------------------------------------------------|
 ER0489| PID    Reference Object                     Distance      Geod. Az  |
 ER0489|                                                           dddmmss.s |
 ER0489| CD1746 CAR RM 1                             13.617 METERS 10239     |
 ER0489| CD1747 CAR RM 2                             15.903 METERS 18731     |
 ER0489| ER0516 BARE                                APPROX. 6.8 KM 2833829.1 |
 ER0489|---------------------------------------------------------------------|
 ER0489
 ER0489                          SUPERSEDED SURVEY CONTROL
 ER0489
 ER0489  NAD 83(1986)-  34 12 32.75420(N)    109 25 48.21270(W) AD(       ) 2
 ER0489  NAD 27      -  34 12 32.59517(N)    109 25 45.88258(W) AD(       ) 2
 ER0489  NGVD 29 (07/19/86) 2215.5    (m)         7269.     (f) VERT ANG    3  
 ER0489
 ER0489.Superseded values are not recommended for survey control.
 ER0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0489.See file dsdata.txt to determine how the superseded data were derived.
 ER0489
 ER0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4463186455(NAD 83)
 ER0489_MARKER: DD = SURVEY DISK
 ER0489_SETTING: 80 = SET IN A BOULDER
 ER0489_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0489+STABILITY: SURFACE MOTION
 ER0489
 ER0489  HISTORY     - Date     Condition        Report By
 ER0489  HISTORY     - 1978     MONUMENTED       AZDT
 ER0489
 ER0489                          STATION DESCRIPTION
 ER0489
 ER0489'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0489'THE STATION IS ABOUT 10 MILES WEST-NORTHWEST OF SPRINGERVILLE ALONG
 ER0489'THE SOUTH SIDE OF U.S. HWY. 60 ON A SMALL CONICAL CINDER HILL.
 ER0489'
 ER0489'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CAR 1978---EPOXIED
 ER0489'IN A DRILL HOLE IN ROCK AND ABOUT 600 FEET SOUTH OF HWY. ON A SMALL
 ER0489'CINDER HILL MARKED WITH A WITNESS POST AND SIGN 3.9 FEET TO SOUTHWEST.
 ER0489'
 ER0489'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CAR RM 1 1978
 ER0489'---AND IS EPOXIED TO A ROCK.
 ER0489'
 ER0489'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CAR RM 2 1978
 ER0489'---EPOXIED TO A ROCK.
 ER0489'
 ER0489'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 180-666 AND
 ER0489'60, 5 MILES NORTHWEST OF SPRINGERVILLE, TRAVEL WEST ON U.S. HWY. 60
 ER0489'FOR 6.9 MILES TO MILE POST 377.40 AND TO STATION ON THE LEFT, SOUTH,
 ER0489'ON A SMALL CINDER HILL.  STATION CAN BE REACHED BY GOING THROUGH GATE
 ER0489'AT MILE POST 378.28 AND DRIVE SOUTH FOR ABOUT 500 FEET TO POWER LINE
 ER0489'TRAIL, TURN RIGHT ON TRAIL AND GO ABOUT 0.9 MILE TO A SWALE ON SOUTH
 ER0489'SIDE OF STATION, TURN RIGHT UP SWALE PICKING WAY THROUGH ROCKS TO
 ER0489'STATION.  END OF TRUCK TRAVEL 50 FEET SOUTH OF STATION, A 4 X 4
 ER0489'VEHICLE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0592 ***********************************************************************
 GP0592  DESIGNATION -  CARDENAS
 GP0592  PID         -  GP0592
 GP0592  STATE/COUNTY-  AZ/COCONINO
 GP0592  USGS QUAD   -  CAPE SOLITUDE (1988)
 GP0592
 GP0592                         *CURRENT SURVEY CONTROL
 GP0592  ___________________________________________________________________
 GP0592* NAD 83(1992)-  36 13 08.42622(N)    111 46 37.98877(W)     ADJUSTED  
 GP0592* NAVD 88     -      1869.1    (meters)    6132.     (feet)  VERTCON   
 GP0592  ___________________________________________________________________
 GP0592  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GP0592  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0592  HORZ ORDER  -  FIRST
 GP0592
 GP0592.The horizontal coordinates were established by classical geodetic methods
 GP0592.and adjusted by the National Geodetic Survey in August 1993.
 GP0592
 GP0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0592
 GP0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0592
 GP0592.The geoid height was determined by GEOID03.
 GP0592
 GP0592;                    North         East     Units Scale Factor Converg.
 GP0592;SPC AZ C     -   578,820.749   225,897.001   MT  0.99990194   +0 04 56.6
 GP0592;SPC AZ C     - 1,899,018.21    741,131.89   iFT  0.99990194   +0 04 56.6
 GP0592;UTM  12      - 4,008,519.970   430,144.631   MT  0.99966012   -0 27 33.3
 GP0592
 GP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0592!SPC AZ C     -   0.99971039  x   0.99990194  =   0.99961236
 GP0592!UTM  12      -   0.99971039  x   0.99966012  =   0.99937061
 GP0592
 GP0592|---------------------------------------------------------------------|
 GP0592| PID    Reference Object                     Distance      Geod. Az  |
 GP0592|                                                           dddmmss.s |
 GP0592| CH2872 CARDENAS RM 1                        16.612 METERS 04730     |
 GP0592| CH2874 CARDENAS RM 3 AZIMUTH                              1995426.9 |
 GP0592| GP0596 ZOROASTER TEMPLE ROCK PINNACLE      APPROX.20.3 KM 2243952.5 |
 GP0592| CH2873 CARDENAS RM 2                         8.935 METERS 27856     |
 GP0592|---------------------------------------------------------------------|
 GP0592
 GP0592                          SUPERSEDED SURVEY CONTROL
 GP0592
 GP0592  NAD 83(1986)-  36 13 08.42692(N)    111 46 37.98603(W) AD(       ) 1
 GP0592  NAD 27      -  36 13 08.47500(N)    111 46 35.41500(W) AD(       ) 1
 GP0592  NGVD 29 (05/08/89) 1868.1    (m)         6129.     (f) VERT ANG    3  
 GP0592
 GP0592.Superseded values are not recommended for survey control.
 GP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0592.See file dsdata.txt to determine how the superseded data were derived.
 GP0592
 GP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3014508520(NAD 83)
 GP0592_MARKER: DS = TRIANGULATION STATION DISK
 GP0592_SETTING: 66 = SET IN ROCK OUTCROP
 GP0592_SP_SET: SET IN BEDROCK
 GP0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0592+STABILITY: POSITION/ELEVATION WELL
 GP0592
 GP0592  HISTORY     - Date     Condition        Report By
 GP0592  HISTORY     - 1903     MONUMENTED       USGS
 GP0592  HISTORY     - 1934     GOOD             USGS
 GP0592  HISTORY     - 1951     GOOD             CGS
 GP0592  HISTORY     - 1956     POOR             USGS
 GP0592  HISTORY     - 1967     GOOD             CGS
 GP0592  HISTORY     - 1967     GOOD             CGS
 GP0592
 GP0592                          STATION DESCRIPTION
 GP0592
 GP0592'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0592'LOCATED 0.5 MI E. OF MOUTH OF LITTLE COLORADO RIVER, 0.25 MI N.
 GP0592'OF CANYON RIM, ON KNOLL. COUNTRY IS CLEARED OF TIMBER.
 GP0592'
 GP0592'TO REACH FROM WILLOW SPRINGS, TAKE WAGON.
 GP0592'
 GP0592'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0592'IN SOLID ROCK UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT. IN
 GP0592'DIAMETER.
 GP0592'
 GP0592'RMS--NONE SET.
 GP0592
 GP0592                          STATION RECOVERY (1934)
 GP0592
 GP0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GP0592'ON THE HIGH POINT OF A ROUNDED KNOLL, ABOUT 21 MILES AIRLINE
 GP0592'SOUTHWEST OF CEDAR RIDGE TRADING POST, ABOUT 1/4 MILE NORTH OF
 GP0592'GRAND CANYON RIM, AND 1/2 MILE EAST OF MOUTH OF LITTLE COLORADO
 GP0592'RIVER.
 GP0592'
 GP0592'REACHED FROM CEDAR RIDGE TRADING POST.  TAKE MAIN ROAD JUST
 GP0592'SOUTH OF TRADING POST BUILDINGS, WESTERLY, AND GO 4.9 MILES,
 GP0592'TAKE LEFT FORK ON MAIN ROAD GO 0.3 MILE, PASSING NORTH AND
 GP0592'RESERVOIR, GO 0.1 MILE AND CROSS DAM ON WEST SIDE OF RESERVOIR,
 GP0592'TURN RIGHT AT SOUTH END OF DAM ONTO MAIN ROAD AND GO 2.0
 GP0592'MILES, TAKE LEFT FORK GO 0.2 MILE, TAKE LEFT FORK AND GO
 GP0592'0.5 MILE, TAKE RIGHT FORK AND GO 0.5 MILE, PASSING BETWEEN
 GP0592'LONE BUTTE ON RIGHT AND STEEP-SIDED MESA ON LEFT, CONTINUE
 GP0592'STRAIGHT AHEAD AT DIM CROSSROADS, GO 1.8 MILES TAKE RIGHT
 GP0592'FORK, GO 0.9 MILE PASSING WEST OF RESERVOIR, GO 0.2 MILE
 GP0592'CROSSING DAM ON SOUTH SIDE OF RESERVOIR, TURN LEFT (SOUTH)
 GP0592'GO 1.3 MILES, TAKE LEFT FORK GO 1.0 MILE RIGHT AT
 GP0592'CROSSROADS, GO 1.1 MILES CROSS DAM, TURN SHARP LEFT GO
 GP0592'3.1 MILES, TAKE LEFT FORK GO 0.5 MILE, CONTINUE STRAIGHT
 GP0592'AHEAD AT CROSSROADS, GO 4.9 MILES TURN LEFT OFF ROAD,
 GP0592'DRIVE CROSS COUNTRY APPROXIMATELY SOUTH-SOUTHEAST TOWARD HIGHEST
 GP0592'PART OF KNOLL 0.4 MILE TO STATION.  THIS ROAD IS
 GP0592'SUSCEPTIBLE TO CHANGE DUE TO NUMEROUS TRAILS AND ROADS MADE
 GP0592'BY INDIANS WORKING IN THIS AREA.  MR.  BURGMAN OF THE
 GP0592'TRADING POST CONDUCTS TOURISTS OVER THIS ROAD TO THE RIM OF
 GP0592'THE CANYON AND HE SHOULD BE CONSULTED CONCERNING THIS ROUTE
 GP0592'TO THE CANYON.
 GP0592'
 GP0592'STATION MARKED BY A CROSS CUT INTO THE CENTER OF AN IRREGULAR
 GP0592'MASS, MOLTEN LEAD, WHICH WAS SET IN THE TOP OF A BURIED BOULDER.
 GP0592'
 GP0592'AZIMUTH MARK LIES ABOUT 1/4 MILE SOUTH-SOUTHWEST OF STATION
 GP0592'ON POINT OVERLOOKING CANYON, TABLET IN ROCK OUTCROP.
 GP0592'
 GP0592'REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0592
 GP0592                          STATION RECOVERY (1951)
 GP0592
 GP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0592'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 GP0592'FOUND IN GOOD CONDITION.  THE STATION WAS VISITED BY A LIGHTKEEPER
 GP0592'ONLY.
 GP0592'
 GP0592'THE STATION IS LOCATED ON A LOW SAGE-COVERED HILL LYING IN
 GP0592'THE FORKS OF THE LITTLE COLORADO AND THE COLORADO RIVERS, AND
 GP0592'LOOKS INTO THE GRAND CANYON TO THE W.  IT IS ABOUT 30 MI.
 GP0592'(AIRLINE) W-NW OF TUBA CITY, AND ABOUT 20 MI. (AIRLINE)
 GP0592'W-SW OF THE GAP TRADING POST.
 GP0592'
 GP0592'TO REACH THE STATION FROM THE GAP TRADING POST ON HIGHWAY
 GP0592'89, GO N ON THE HIGHWAY FOR 6 MI. TO THE CEDAR RIDGE TRADING
 GP0592'POST, TURN LEFT AT THE S SIDE OF THE TRADING POST AND FOLLOW
 GP0592'THE MAIN TRACK ROAD W FOR 7.2 MI. TO A FORK, TAKE THE LEFT
 GP0592'FORK NEAR THE NW END OF THE MESA AND GO S BETWEEN THE MESA
 GP0592'AND THE LONE BUTTE FOR 0.7 MI. TAKE THE RIGHT FORK
 GP0592'(MAIN-TRAVELED ROAD) AND CONTINUE FOR 0.8 MI. TO A FORK, TAKE
 GP0592'THE MIDDLE FORK AND CONTINUE S FOR 2.7 MI., BEAR LEFT
 GP0592'AROUND A FENCE AND GO S FOR 0.4 MI. TO A FORK, TAKE THE
 GP0592'RIGHT FORK AND GO NW OVER A DAM FOR 0.1 MI. TO A FORK,
 GP0592'TAKE THE LEFT FORK W FOR 2.6 MI. TO A FORK, TAKE THE LEFT
 GP0592'FORK PASSING AROUND AND BELOW A DAM AND GO 0.3 MI.,
 GP0592'CONTINUE SW TAKING ALL LEFT FORKS FOR 3.2 MI. TO SEVERAL OLD
 GP0592'HOGANS, CONTINUE ON THE W SIDE OF THE HOGANS AND GO S ON
 GP0592'A TRACK ROAD FOR 0.7 MI. TO A FORK, TAKE THE RIGHT FORK AND
 GP0592'GO W AND S FOR 3.5 MI. TO A FORK, TAKE THE LEFT FORK AND
 GP0592'CONTINUE FOR 0.8 MI. TO A POINT WHRE THE ROAD BEARS TO THE
 GP0592'NW DOWNGRADE TOWARDS THE CANYON RIM, HERE TURN LEFT AND
 GP0592'GO S UP THROUGH THE SAGE BRUSH FOR 0.4 MI.  TO THE TOP OF THE
 GP0592'HILL AND THE STATION.
 GP0592'
 GP0592'STATION MARK IS A DISK, SET IN BEDROCK WITH A CROSS MARKED
 GP0592'ON TOP.
 GP0592'
 GP0592'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARDENAS NO
 GP0592'1 1934 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GP0592'
 GP0592'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARDENAS NO 2
 GP0592'1934 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GP0592'
 GP0592'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARDENAS 1934
 GP0592'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 1/4
 GP0592'MI. S-SW OF THE STATION, AND ON A POINT OVERLOOKING THE
 GP0592'GRAND CANYON.
 GP0592
 GP0592                          STATION RECOVERY (1956)
 GP0592
 GP0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0592'STATION MARK IS BADLY BATTERED.
 GP0592
 GP0592                          STATION RECOVERY (1967)
 GP0592
 GP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 GP0592'STATION AND ALL R.M.S RECOVERED IN GOOD CONDITION AS DESCRIBED
 GP0592'EXCEPT IN 1951 DESCRIPTION WHERE TOLD TO TAKE MIDDLE FORK IN
 GP0592'ROAD IT SHOULD BE CHANGED TO TAKE RIGHT FORK.
 GP0592'
 GP0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 GP0592'W-NW OF TUBA CITY
 GP0592
 GP0592                          STATION RECOVERY (1967)
 GP0592
 GP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 GP0592'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GP0592'
 GP0592'THE STATION IS LOCATED ON A SAGE COVERED HILL AT THE JUNCTION
 GP0592'OF THE COLORADO AND LITTLE COLORADO RIVERS.
 GP0592'
 GP0592'DUE TO THE GREAT NUMBER OF DIRT ROADS AND CONTINUOUS CHANGE,
 GP0592'THE BEST DESCRIPTION FOR THIS STATION IS AS FOLLOWS.  TO
 GP0592'REACH THE STATION FROM THE GAP TRADING POST ON HIGHWAY 89,
 GP0592'GO NORTH ON THE HIGHWAY FOR 6.2 MILES TO THE CEDAR RIDGE TRADING
 GP0592'POST.  HERE TURN LEFT (WEST) AND FOLLOW THE MAIN TRAVELED
 GP0592'ROAD FOR 7.2 MILES TO A FORK AT THE NORTHWEST END OF A LONG
 GP0592'LINE OF MESAS.  GO SOUTH ON THE LEFT FORK FOR 0.7 MILES,
 GP0592'PASSING BETWEEN THE MESA AND THE LONE BUTTE.  HERE TAKE THE
 GP0592'RIGHT FORK AND CONTINUE IN A SOUTHWESTERLY DIRECTION
 GP0592'KEEPING TO THE MAIN TRAVELED ROADS FOR 15 MILES TO THE
 GP0592'STATION ON A LOW HILL.  FROM THE LONE BUTTE YOU CAN
 GP0592'KEEP HEADING TOWARD THE WATCHTOWER ON THE SOUTH RIM OF
 GP0592'THE GRAND CANYON.
 GP0592'
 GP0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 GP0592'IS ABOUT 30 MILES WEST-NORTHWEST OF TUBA CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1268 ***********************************************************************
 DA1268  DESIGNATION -  CARDIGAN
 DA1268  PID         -  DA1268
 DA1268  STATE/COUNTY-  AZ/PIMA
 DA1268  USGS QUAD   -  CHICO SHUNIE (1990)
 DA1268
 DA1268                         *CURRENT SURVEY CONTROL
 DA1268  ___________________________________________________________________
 DA1268* NAD 83(1992)-  32 21 51.85877(N)    112 54 35.44881(W)     ADJUSTED  
 DA1268* NAVD 88     -       891.3    (meters)    2924.     (feet)  VERTCON   
 DA1268  ___________________________________________________________________
 DA1268  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DA1268  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA1268  HORZ ORDER  -  THIRD
 DA1268
 DA1268.The horizontal coordinates were established by classical geodetic methods
 DA1268.and adjusted by the National Geodetic Survey in August 1993.
 DA1268
 DA1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1268
 DA1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1268
 DA1268.The geoid height was determined by GEOID03.
 DA1268
 DA1268;                    North         East     Units Scale Factor Converg.
 DA1268;SPC AZ C     -   151,705.554   119,891.686   MT  1.00000770   -0 31 54.1
 DA1268;SPC AZ C     -   497,721.63    393,345.43   iFT  1.00000770   -0 31 54.1
 DA1268;UTM  12      - 3,582,431.942   320,307.555   MT  0.99999819   -1 01 21.4
 DA1268
 DA1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1268!SPC AZ C     -   0.99986504  x   1.00000770  =   0.99987274
 DA1268!UTM  12      -   0.99986504  x   0.99999819  =   0.99986323
 DA1268
 DA1268:                Primary Azimuth Mark                     Grid Az
 DA1268:SPC AZ C     -  AJO 2                                    126 08 46.5
 DA1268:UTM  12      -  AJO 2                                    126 38 13.8
 DA1268
 DA1268|---------------------------------------------------------------------|
 DA1268| PID    Reference Object                     Distance      Geod. Az  |
 DA1268|                                                           dddmmss.s |
 DA1268| DA1537 AJO 2                               APPROX. 7.8 KM 1253652.4 |
 DA1268|---------------------------------------------------------------------|
 DA1268
 DA1268                          SUPERSEDED SURVEY CONTROL
 DA1268
 DA1268  NAD 83(1986)-  32 21 51.83913(N)    112 54 35.44477(W) AD(       ) 3
 DA1268  NGVD 29 (06/20/88)  890.6    (m)         2922.     (f) VERT ANG    3  
 DA1268
 DA1268.Superseded values are not recommended for survey control.
 DA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1268.See file dsdata.txt to determine how the superseded data were derived.
 DA1268
 DA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2030882432(NAD 83)
 DA1268_MARKER: DS = TRIANGULATION STATION DISK
 DA1268_SETTING: 80 = SET IN A BOULDER
 DA1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1268+STABILITY: SURFACE MOTION
 DA1268
 DA1268  HISTORY     - Date     Condition        Report By
 DA1268  HISTORY     - 1931     MONUMENTED       USGS
 DA1268  HISTORY     - 1962     GOOD             USGS
 DA1268
 DA1268                          STATION DESCRIPTION
 DA1268
 DA1268'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 DA1268'NOT OCCUPIED.
 DA1268'
 DA1268'LOCATED ABOUT 1.5 MI NW. OF HOUSE ON CARDIGAN MINING CLAIMS.  NEAR
 DA1268'CENTER OF SECTION 20, T12S, R6W, ON WEST END OF HIGH RIDGE.
 DA1268'
 DA1268'TO REACH FROM AJO, TAKE RD. TO CARDIGAN MINING CLAIMS.  ABOUT 1.0
 DA1268'MI PAST CLAIMS TAKE RD. N. TO SOUTH BASE OF MOUNTAIN FROM WHERE
 DA1268'MOUNTAIN CAN BE ASCENDED ON FOOT.
 DA1268'
 DA1268'STATION MARK--STANDARD TABLET, UNSTAMPED, CEMENTED IN ROCK UNDER
 DA1268'CAIRN.
 DA1268
 DA1268                          STATION RECOVERY (1962)
 DA1268
 DA1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1268'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1999 ***********************************************************************
 DV1999  DESIGNATION -  CARL
 DV1999  PID         -  DV1999
 DV1999  STATE/COUNTY-  AZ/MARICOPA
 DV1999  USGS QUAD   -  NEW RIVER (1981)
 DV1999
 DV1999                         *CURRENT SURVEY CONTROL
 DV1999  ___________________________________________________________________
 DV1999* NAD 83(1992)-  33 58 13.46080(N)    112 08 00.29234(W)     ADJUSTED  
 DV1999* NAVD 88     -       798.2    (meters)    2619.     (feet)  VERTCON   
 DV1999  ___________________________________________________________________
 DV1999  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 DV1999  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DV1999  HORZ ORDER  -  SECOND
 DV1999
 DV1999.The horizontal coordinates were established by classical geodetic methods
 DV1999.and adjusted by the National Geodetic Survey in August 1993.
 DV1999
 DV1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1999
 DV1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1999
 DV1999.The geoid height was determined by GEOID03.
 DV1999
 DV1999;                    North         East     Units Scale Factor Converg.
 DV1999;SPC AZ C     -   329,392.693   193,330.838   MT  0.99990494   -0 07 16.0
 DV1999;SPC AZ C     - 1,080,684.69    634,287.53   iFT  0.99990494   -0 07 16.0
 DV1999;UTM  12      - 3,759,453.366   395,292.754   MT  0.99973515   -0 38 00.1
 DV1999
 DV1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1999!SPC AZ C     -   0.99987918  x   0.99990494  =   0.99978414
 DV1999!UTM  12      -   0.99987918  x   0.99973515  =   0.99961437
 DV1999
 DV1999:                Primary Azimuth Mark                     Grid Az
 DV1999:SPC AZ C     -  BUD                                      188 37 57.6
 DV1999:UTM  12      -  BUD                                      189 08 41.7
 DV1999
 DV1999|---------------------------------------------------------------------|
 DV1999| PID    Reference Object                     Distance      Geod. Az  |
 DV1999|                                                           dddmmss.s |
 DV1999| DV0157 BUD                                 APPROX. 4.1 KM 1883041.6 |
 DV1999| CH4943 CARL RM 1                             5.643 METERS 21656     |
 DV1999| CH4944 CARL RM 2                             9.005 METERS 28710     |
 DV1999|---------------------------------------------------------------------|
 DV1999
 DV1999                          SUPERSEDED SURVEY CONTROL
 DV1999
 DV1999  NAD 83(1986)-  33 58 13.45564(N)    112 08 00.29557(W) AD(       ) 2
 DV1999  NAD 27      -  33 58 13.33030(N)    112 07 57.72350(W) AD(       ) 2
 DV1999  NGVD 29 (07/19/86)  797.6    (m)         2617.     (f) VERT ANG    3  
 DV1999
 DV1999.Superseded values are not recommended for survey control.
 DV1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1999.See file dsdata.txt to determine how the superseded data were derived.
 DV1999
 DV1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9529359453(NAD 83)
 DV1999_MARKER: DS = TRIANGULATION STATION DISK
 DV1999_SETTING: 80 = SET IN A BOULDER
 DV1999_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1999+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2009
 DV1999
 DV1999  HISTORY     - Date     Condition        Report By
 DV1999  HISTORY     - 1959     MONUMENTED       CGS
 DV1999  HISTORY     - 1967     GOOD             AMS
 DV1999  HISTORY     - 20090109 GOOD             GEOCAC
 DV1999
 DV1999                          STATION DESCRIPTION
 DV1999
 DV1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV1999'THE STATION IS LOCATED ON THE SUMMIT OF A SHARP, OUTSTANDING
 DV1999'PEAK THAT IS ABOUT 7 MILES SOUTH OF BLACK CANYON, 0.5 MILE
 DV1999'WEST OF NEW RIVER AND 0.3 MILE WEST OF STATE HIGHWAY 69.
 DV1999'
 DV1999'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 DV1999'GO SOUTH ON STATE HIGHWAY 69 FOR 7.4 MILES TO A SIDE ROAD
 DV1999'RIGHT, TURN RIGHT, WEST, PASS THROUGH A WIRE GATE AND GO 0.05
 DV1999'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE TRACK
 DV1999'ROAD FOR 0.3 MILE, HERE TURN RIGHT AND GO NORTH ACROSS
 DV1999'COUNTRY AS FAR AS POSSIBLE TO THE END OF TRUCK TRAVEL.  FROM
 DV1999'HERE PACK NORTH UPHILL FOR ABOUT 15 MINUTES TO THE HIGHEST
 DV1999'POINT OF THE MOUNTAIN AND THE STATION.
 DV1999'
 DV1999'THE STATION MARK, STAMPED CARL 1958, IS A STANDARD DISK
 DV1999'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES
 DV1999'AND IS ON THE HIGHEST POINT OF THE HILL.
 DV1999'
 DV1999'REFERENCE MARK NO. 1, STAMPED CARL NO 1 1958, IS A STANDARD
 DV1999'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DV1999'12 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION ON THE
 DV1999'SOUTH SLOPE OF THE HILL.
 DV1999'
 DV1999'REFERENCE MARK NO. 2, STAMPED CARL NO 2 1958, IS A STANDARD
 DV1999'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 7
 DV1999'INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION ON THE WEST
 DV1999'SLOPE OF THE HILL.
 DV1999'
 DV1999'STATION BUD CAN BE USED FOR AN AZIMUTH MARK.  (SEE DESCRIPTION
 DV1999'THEREOF).
 DV1999
 DV1999                          STATION RECOVERY (1967)
 DV1999
 DV1999'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (MGJ)
 DV1999'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 RECOVERED AS
 DV1999'DESCRIBED AND IN GOOD CONDITION.
 DV1999'
 DV1999'R.M. NO. 1, PUB DIST. = 18.51 FT., CHECK DIST = 18.4 FT.
 DV1999'
 DV1999'R.M. NO. 2, PUB. DIST. = 29.54 FT., CHECK DIST. = 29.5 FT.
 DV1999
 DV1999                          STATION RECOVERY (2009)
 DV1999
 DV1999'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DV1999'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION,
 DV1999'REFERENCE MARK 1 IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING
 DV1999'UPDATE TO THE DESCRIPTION - ONLY THE STEM FOR REFERENCE MARK 1
 DV1999'REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1089 ***********************************************************************
 CG1089  DESIGNATION -  CARMEN
 CG1089  PID         -  CG1089
 CG1089  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1089  USGS QUAD   -  TUBAC (1981)
 CG1089
 CG1089                         *CURRENT SURVEY CONTROL
 CG1089  ___________________________________________________________________
 CG1089* NAD 83(1992)-  31 35 59.59153(N)    111 03 15.74278(W)     ADJUSTED  
 CG1089* NAVD 88     -      1037.     (meters)    3402.     (feet)  SCALED    
 CG1089  ___________________________________________________________________
 CG1089  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CG1089  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG1089  HORZ ORDER  -  SECOND
 CG1089
 CG1089.The horizontal coordinates were established by classical geodetic methods
 CG1089.and adjusted by the National Geodetic Survey in August 1993.
 CG1089
 CG1089.The orthometric height was scaled from a topographic map.
 CG1089
 CG1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1089
 CG1089.The geoid height was determined by GEOID03.
 CG1089
 CG1089;                    North         East     Units Scale Factor Converg.
 CG1089;SPC AZ C     -    66,828.202   295,185.906   MT  0.99998255   +0 27 06.7
 CG1089;SPC AZ C     -   219,252.63    968,457.70   iFT  0.99998255   +0 27 06.7
 CG1089;UTM  12      - 3,496,088.814   494,842.002   MT  0.99960033   -0 01 42.6
 CG1089
 CG1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1089!SPC AZ C     -   0.99984187  x   0.99998255  =   0.99982442
 CG1089!UTM  12      -   0.99984187  x   0.99960033  =   0.99944226
 CG1089
 CG1089:                Primary Azimuth Mark                     Grid Az
 CG1089:SPC AZ C     -  HIGHWAY 89 STA 1148+6703                 015 30 26.5
 CG1089:UTM  12      -  HIGHWAY 89 STA 1148+6703                 015 59 15.8
 CG1089
 CG1089|---------------------------------------------------------------------|
 CG1089| PID    Reference Object                     Distance      Geod. Az  |
 CG1089|                                                           dddmmss.s |
 CG1089| CH5480 HIGHWAY 89 STA 1148+6703                           0155733.2 |
 CG1089| CH4945 CARMEN RM 1                          11.628 METERS 02219     |
 CG1089| CG1092 TUBAC CATHOLIC CHURCH CROSS         APPROX. 1.6 KM 0265511.5 |
 CG1089| CH4946 CARMEN RM 2                          10.666 METERS 11840     |
 CG1089|---------------------------------------------------------------------|
 CG1089
 CG1089                          SUPERSEDED SURVEY CONTROL
 CG1089
 CG1089  NAD 83(1986)-  31 35 59.58054(N)    111 03 15.73924(W) AD(       ) 2
 CG1089  NAD 27      -  31 35 59.26230(N)    111 03 13.40950(W) AD(       ) 2
 CG1089
 CG1089.Superseded values are not recommended for survey control.
 CG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1089.See file dsdata.txt to determine how the superseded data were derived.
 CG1089
 CG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9484296089(NAD 83)
 CG1089_MARKER: DS = TRIANGULATION STATION DISK
 CG1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1089
 CG1089  HISTORY     - Date     Condition        Report By
 CG1089  HISTORY     - 1959     MONUMENTED       CGS
 CG1089  HISTORY     - 1962     GOOD             CGS
 CG1089  HISTORY     - 1967     GOOD             CGS
 CG1089  HISTORY     - 1974     GOOD             LOCENG
 CG1089
 CG1089                          STATION DESCRIPTION
 CG1089
 CG1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1089'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF CARMEN AND ON A
 CG1089'LOW HILL ABOUT 0.2 MILE WEST OF U.S. HIGHWAY 89.
 CG1089'
 CG1089'TO REACH THE STATION FROM THE POST OFFICE IN TUMACACORI, GO NORTH
 CG1089'ON U.S. HIGHWAY 89 FOR 2.2 MILES TO A STOCK GUARD ON THE LEFT,
 CG1089'WEST, SIDE OF THE HIGHWAY AND A T-ROAD TO THE LEFT.  TURN LEFT
 CG1089'AND FOLLOW THE DIRT ROAD 0.2 MILE.  TURN RIGHT, NORTH, AND GO
 CG1089'ACROSS COUNTRY FOR 0.2 MILE TO THE STATION.
 CG1089'
 CG1089'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT ROAD AND
 CG1089'U.S. HIGHAY 89, GO NORTH ON U.S. HIGHWAY 89 FOR 0.6 MILE TO A
 CG1089'CONCRETE CULVERT AND THE ZIMUTH MARK ON THE LEFT, WEST, SIDE
 CG1089'OF THE HIGHWAY.
 CG1089'
 CG1089'THE STATION MARK, STAMPED CARMEN 1959, IS A STANDARD DISK SET IN THE
 CG1089'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 CG1089'IS 7.1 FEET EAST OF THE WITNESS POST.
 CG1089'
 CG1089'REFERENCE MARK NO. 1, STAMPED CARMEN NO 1 1959, IS A STANDARD DISK
 CG1089'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 CG1089'INCHES.  IT IS 43.3 FEET EAST OF THE WITNESS POST.
 CG1089'
 CG1089'REFERENCE MARK NO. 2, STAMPED CARMEN NO 2 1959, IS A STANDARD DISK
 CG1089'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG1089'4 INCHES.  IT IS 40.0 FEET SOUTHEAST OF THE WITNESS POST.
 CG1089'
 CG1089'THE AZIMUTH MARK, STAMPED ELEV 3234.45 STA 1148 - 6703 1952,
 CG1089'IS AN ARIZONA STATE HIGHWAY DISK CEMENTED IN A DRILL HOLE IN THE
 CG1089'WEST HEADWALL OF A CONCRETE CULVERT.  IT IS 24.5 FT. WEST OF THE
 CG1089'CENTERLINE OF U.S. HIGHWAY 89 AND 7.0 FEET NORTH OF THE SOUTH END
 CG1089'OF THE HEADWALL.
 CG1089
 CG1089                          STATION RECOVERY (1962)
 CG1089
 CG1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG1089'STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 CG1089'RECOVERED AS DESCRIBED.  ALL DISTANCES AND DIRECTIONS CHECKED.
 CG1089'THE ORIGINAL DESCRIPTION TO REACH THE STATION WAS CONSIDERED
 CG1089'ADEQUATE.
 CG1089
 CG1089                          STATION RECOVERY (1967)
 CG1089
 CG1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RMS)
 CG1089'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 CG1089'1959.  IT WAS OCCUPIED AT THIS TIME BY THE ARIZONA DIVISION OF
 CG1089'HIGHWAYS TO ESTABLISH TRIANGULATION STATION CORI 2 1967.
 CG1089'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND AZIMUTH MARK
 CG1089'WERE NOT OBSERVED DURING THIS OCCUPATION.
 CG1089
 CG1089                          STATION RECOVERY (1974)
 CG1089
 CG1089'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GVN)
 CG1089'STATION RECOVERED BY ANAMAX MINING CO.
 CG1089'
 CG1089'STATION RECOVERED BY RESIDENCE OF MR. R.L. LEWIS
 CG1089'
 CG1089'R.M. 1--4.35 FT NE OF NE COR OF HOUSE 1.65 E OF N. PATIO SLAB
 CG1089'IN THE BOTTOM OF A 16 IN CHIMNEY FLUE PIPE.
 CG1089'
 CG1089'R.M. 2--14.6 FT SE OF SE CORNER OF HOUSE (NEAR CHIMNEY) AND
 CG1089'5.5 SE OF SE CORNER OF S PATIO IN THE BOTTOM OF 16 IN CHIMNEY
 CG1089'FLUE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0996 ***********************************************************************
 CG0996  DESIGNATION -  CARR
 CG0996  PID         -  CG0996
 CG0996  STATE/COUNTY-  AZ/COCHISE
 CG0996  USGS QUAD   -  MILLER PEAK (1978)
 CG0996
 CG0996                         *CURRENT SURVEY CONTROL
 CG0996  ___________________________________________________________________
 CG0996* NAD 83(1992)-  31 27 16.02544(N)    110 16 08.02929(W)     ADJUSTED  
 CG0996* NAVD 88     -      1646.1    (meters)    5401.     (feet)  VERTCON   
 CG0996  ___________________________________________________________________
 CG0996  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 CG0996  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0996  HORZ ORDER  -  FIRST
 CG0996
 CG0996.The horizontal coordinates were established by classical geodetic methods
 CG0996.and adjusted by the National Geodetic Survey in August 1993.
 CG0996
 CG0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0996
 CG0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0996
 CG0996.The geoid height was determined by GEOID03.
 CG0996
 CG0996;                    North         East     Units Scale Factor Converg.
 CG0996;SPC AZ E     -    50,386.060   203,644.143   MT  0.99990116   -0 03 12.0
 CG0996;SPC AZ E     -   165,308.60    668,123.83   iFT  0.99990116   -0 03 12.0
 CG0996;UTM  12      - 3,480,199.623   569,463.198   MT  0.99965951   +0 22 53.5
 CG0996
 CG0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0996!SPC AZ E     -   0.99974597  x   0.99990116  =   0.99964715
 CG0996!UTM  12      -   0.99974597  x   0.99965951  =   0.99940556
 CG0996
 CG0996:                Primary Azimuth Mark                     Grid Az
 CG0996:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               018 49 19.5
 CG0996:UTM  12      -  PHOENIX EL PASO AWY BCN 16               018 23 14.0
 CG0996
 CG0996|---------------------------------------------------------------------|
 CG0996| PID    Reference Object                     Distance      Geod. Az  |
 CG0996|                                                           dddmmss.s |
 CG0996| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.36.3 KM 0184607.5 |
 CG0996| CC7098 CARR RM 1                             5.920 METERS 09012     |
 CG0996| CG0992 HEREFORD SP RR WATER TANK           APPROX.16.3 KM 0960951.9 |
 CG0996| CC7097 CARR AZ MK                                         1182107.7 |
 CG0996| CC7099 CARR RM 2                             5.987 METERS 16823     |
 CG0996| CG0997 MILLER PEAK LOOKOUT                 APPROX. 7.2 KM 1982937.4 |
 CG0996|---------------------------------------------------------------------|
 CG0996
 CG0996                          SUPERSEDED SURVEY CONTROL
 CG0996
 CG0996  NAD 83(1986)-  31 27 16.01688(N)    110 16 08.01871(W) AD(       ) 1
 CG0996  NAD 27      -  31 27 15.66300(N)    110 16 05.72800(W) AD(       ) 1
 CG0996  NGVD 29 (03/13/91) 1645.1    (m)         5397.     (f) VERT ANG    3  
 CG0996
 CG0996.Superseded values are not recommended for survey control.
 CG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0996.See file dsdata.txt to determine how the superseded data were derived.
 CG0996
 CG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6946380200(NAD 83)
 CG0996_MARKER: DS = TRIANGULATION STATION DISK
 CG0996_SETTING: 66 = SET IN ROCK OUTCROP
 CG0996_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0996+STABILITY: POSITION/ELEVATION WELL
 CG0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0996+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 CG0996
 CG0996  HISTORY     - Date     Condition        Report By
 CG0996  HISTORY     - 1938     MONUMENTED       CGS
 CG0996  HISTORY     - 1947     GOOD             AMS
 CG0996  HISTORY     - 1968     GOOD             USE
 CG0996  HISTORY     - 1982     GOOD             AZDT
 CG0996  HISTORY     - 1986     GOOD             AZDT
 CG0996  HISTORY     - 20050421 GOOD             USPSQD
 CG0996
 CG0996                          STATION DESCRIPTION
 CG0996
 CG0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0996'STATION IS ON A SMALL, LONE, GREY ROCK HILL AT THE MOUTH OF CARR
 CG0996'CANYON AND ABOUT 1/2 MILE W OF MARTINS STORE AND GAS STATION
 CG0996'ON THE HEREFORD-FORT HUACHUCA HIGHWAY.  IT IS ABOUT 8-1/2 MILES
 CG0996'SE OF FORT HUACHUCA AND ABOUT 10 MILES W OF HEREFORD, A SMALL
 CG0996'VILLAGE ON THE SOUTHERN PACIFIC RAILROAD.
 CG0996'
 CG0996'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG0996'OUTCROPPING BEDROCK. AZIMUTH MARK
 CG0996'IS A STANDARD BRONZE DISK SET IN A BOULDER.
 CG0996'
 CG0996'TO REACH FROM FORT HUACHUCA GO E AND S ON THE BISBEE ROAD 13.
 CG0996'2 MILES TO MARTINS STORE ON THE RIGHT.  TO REACH FROM HEREFORD
 CG0996'GO W ON THE FORT HUACHUCA ROAD 9.0 MILES TO MARTINS STORE.  FROM
 CG0996'THE STORE GO W ON THE GRADED ROAD UP CARR CANYON 0.1 MILES TO A
 CG0996'CATTLE GUARD.  CROSS THE GUARD AND GO TO THE RIGHT OFF THE ROAD
 CG0996'AND FOLLOW THE OLD WASHED-OUT ROAD W ALONG THE FENCE LINE 0.4
 CG0996'MILE TO THE END OF TRUCK TRAVEL AT THE S SIDE OF THE HILL.  FROM
 CG0996'THIS POINT PACK UP THE STEEP SLOPE ABOUT 0.25 MILE TO THE
 CG0996'HIGHEST POINT AND STATION.
 CG0996'
 CG0996'REFERENCE MARK NO. 1 IS E OF THE STATION AT ABOUT THE SAME
 CG0996'ELEVATION.  REFERENCE MARK NO. 2 IS S X E OF THE STATION AND ABOUT
 CG0996'2 FEET LOWER IN ELEVATION.
 CG0996'
 CG0996'THE AZIMUTH MARK IS ESE OF THE STATION APPROXIMATELY 0.75
 CG0996'MILE AND ABOUT 25 FEET E OF THE CENTER OF THE HIGHWAY.  IT IS
 CG0996'0.8 MILE N OF NICKS PLACE, WHICH IS ON THE HEREFORD-FORT
 CG0996'HUACHUCA HIGHWAY.
 CG0996
 CG0996                          STATION RECOVERY (1947)
 CG0996
 CG0996'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG0996'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT
 CG0996'BISBEE ROAD IS NOW STATE HIGHWAY 92, AND MARTINS STORE IS NOW
 CG0996'KNOWN AS FLETCHERS ROUNDUP.
 CG0996'
 CG0996'ALL MARKS ARE IN GOOD CONDITION.  STATION MARK IS STAMPED CARR 1938.
 CG0996
 CG0996                          STATION RECOVERY (1968)
 CG0996
 CG0996'RECOVERY NOTE BY US ENGINEERS 1968
 CG0996'MARK IS LOCATED 10.1 AIRMILES (W) OF HEREFORD.  1.6 AIRMILES (NW)
 CG0996'OF NICKSVILLE.
 CG0996'
 CG0996'TO REACH FROM HEREFORD GO (W) ON BLACK TOP ROAD (HEREFORD ROAD)
 CG0996'FOR 9 MILES TO JUNCTION WITH STATE HWY 92.  TURN RIGHT (WNW) ON
 CG0996'STATE HWY 92 AND GO 1.2 MILES TO JUNCTION WITH GRAVEL ROAD ON LEFT.
 CG0996'TURN LEFT (WNW) AND GO 0.2 MILE TO CATTLE GUARD AND Y
 CG0996'INTERSECTION.  TAKE LEFT FORK (SW) AND GO 0.7 MILE TO GATE ON
 CG0996'RIGHT.  TURN RIGHT (NNW) THROUGH GATE ONTO GRAZING LAND AND
 CG0996'PROCEED CROSS-COUNTRY 0.3 MILE TOWARD SADDLE OF HILL AND END OF
 CG0996'VEHICLE TRAVEL.  PACK UP STEEP SLOPE 0.25 MILE TO HIGHEST
 CG0996'POINT AND STATION SITE (20 MINUTE PACK).  STATION IS
 CG0996'MARKED BY A USC AND GS BRONZE DISK SET FLUSH WITH GROUND.
 CG0996'STAMPED CARR 1938.
 CG0996'
 CG0996'R.M. 1 IS A USC AND GS BRONZE DISK SET FLUSH WITH THE GROUND.
 CG0996'STAMPED CARR NO 1 1938.  IT IS LOCATED 5.93 M (E) OF MARK ON A
 CG0996'MAG. AZ. OF 90 DEG AND A DE OF -0.06 M.
 CG0996'
 CG0996'R.M. 2 IS A USC AND GS BRONZE DISK SET FLUSH WITH GROUND.  STAMPED
 CG0996'CARR NO 2 1938.  IT IS LOCATED 6.01 M (SSE) OF MARK ON A MAG. AZ.
 CG0996'OF 168 DEG AND A DE OF -0.42 M.
 CG0996'
 CG0996'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN A BOULDER.
 CG0996'STAMPED CARR 1938.  IT IS LOCATED APPROXIMATELY 0.75 MILE (ESE)
 CG0996'OF MARK ON A MAG. AZ OF 118 DEG.
 CG0996'
 CG0996'CONDITION OF MARKS IS EXCELLENT.  VIEW IN ALL DIRECTIONS IS
 CG0996'EXCELLENT EXCEPT IN MAG. AZ. AREA 140 DEG -320 DEG (HUACHUCA
 CG0996'MOUNTAIN RANGE).
 CG0996
 CG0996                          STATION RECOVERY (1982)
 CG0996
 CG0996'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG0996'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CG0996'GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE RECOVERED.  A NEW ROUTE
 CG0996'TO THE STATION FOLLOWS.
 CG0996'
 CG0996'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA, TRAVEL EAST
 CG0996'ALONG FRY BLVD FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTES 90 AND 92.
 CG0996'TURN RIGHT AND TRAVEL SOUTH ALONG ROUTE 92 FOR 6.8 MILES TO A BLADED
 CG0996'ROAD ON THE RIGHT, THIS ROAD IS 0.2 MILE BEFORE REACHING CARR CANYON
 CG0996'ROAD.  TURN RIGHT AND TRAVEL WEST FOR 0.5 MILE TO END OF TRUCK TRAVEL
 CG0996'AT THE BASE OF THE STEEP HILL.  PACK SOUTHWEST TO THE TOP OF HILL AND
 CG0996'STATION.
 CG0996
 CG0996                          STATION RECOVERY (1986)
 CG0996
 CG0996'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0996'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
 CG0996
 CG0996                          STATION RECOVERY (2005)
 CG0996
 CG0996'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 CG0996'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1590 ***********************************************************************
 DU1590  DESIGNATION -  CARRIZO
 DU1590  PID         -  DU1590
 DU1590  STATE/COUNTY-  AZ/NAVAJO
 DU1590  USGS QUAD   -  CARRIZO (1978)
 DU1590
 DU1590                         *CURRENT SURVEY CONTROL
 DU1590  ___________________________________________________________________
 DU1590* NAD 83(1992)-  33 59 33.83131(N)    110 15 14.86470(W)     ADJUSTED  
 DU1590* NAVD 88     -      1640.866  (meters)    5383.41   (feet)  ADJUSTED  
 DU1590  ___________________________________________________________________
 DU1590  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DU1590  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1590  DYNAMIC HT  -        1638.536 (meters)    5375.76  (feet)  COMP
 DU1590  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 DU1590
 DU1590  HORZ ORDER  -  THIRD
 DU1590  VERT ORDER  -  SECOND    CLASS 0
 DU1590
 DU1590.The horizontal coordinates were established by classical geodetic methods
 DU1590.and adjusted by the National Geodetic Survey in August 1993.
 DU1590
 DU1590.The orthometric height was determined by differential leveling
 DU1590.and adjusted in June 1991.
 DU1590
 DU1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1590
 DU1590.The geoid height was determined by GEOID03.
 DU1590
 DU1590.The dynamic height is computed by dividing the NAVD 88
 DU1590.geopotential number by the normal gravity value computed on the
 DU1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1590.degrees latitude (g = 980.6199 gals.).
 DU1590
 DU1590.The modeled gravity was interpolated from observed gravity values.
 DU1590
 DU1590;                    North         East     Units Scale Factor Converg.
 DU1590;SPC AZ E     -   331,851.075   205,279.922   MT  0.99990080   -0 02 56.0
 DU1590;SPC AZ E     - 1,088,750.25    673,490.56   iFT  0.99990080   -0 02 56.0
 DU1590;UTM  12      - 3,761,600.687   568,886.164   MT  0.99965850   +0 25 01.3
 DU1590
 DU1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1590!SPC AZ E     -   0.99974633  x   0.99990080  =   0.99964715
 DU1590!UTM  12      -   0.99974633  x   0.99965850  =   0.99940491
 DU1590
 DU1590|---------------------------------------------------------------------|
 DU1590| PID    Reference Object                     Distance      Geod. Az  |
 DU1590|                                                           dddmmss.s |
 DU1590| DU1591 CARRIZO RM 1                          8.013 METERS 07321     |
 DU1590| DU1589 CARRIZO RM 2                         13.216 METERS 28128     |
 DU1590| ES0138 CARRIZO AZ MK                                      3533436.3 |
 DU1590|---------------------------------------------------------------------|
 DU1590
 DU1590                          SUPERSEDED SURVEY CONTROL
 DU1590
 DU1590  NAD 83(1986)-  33 59 33.82367(N)    110 15 14.86946(W) AD(       ) 3
 DU1590  NAD 27      -  33 59 33.65960(N)    110 15 12.48690(W) AD(       ) 3
 DU1590  NGVD 29 (??/??/92) 1640.10   (m)         5380.9    (f) COMPUTED    2 0
 DU1590
 DU1590.Superseded values are not recommended for survey control.
 DU1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1590.See file dsdata.txt to determine how the superseded data were derived.
 DU1590
 DU1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC6888661601(NAD 83)
 DU1590_MARKER: DS = TRIANGULATION STATION DISK
 DU1590_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DU1590_SP_SET: UNSPEC. ROCK
 DU1590_STAMPING: CARRIZO 1958
 DU1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1590
 DU1590  HISTORY     - Date     Condition        Report By
 DU1590  HISTORY     - 1958     MONUMENTED       CGS
 DU1590  HISTORY     - 1960     GOOD             USGS
 DU1590  HISTORY     - 1960     GOOD             NGS
 DU1590  HISTORY     - 1967     GOOD             AMS
 DU1590  HISTORY     - 1968     GOOD             AMS
 DU1590  HISTORY     - 1979     GOOD             NGS
 DU1590
 DU1590                          STATION DESCRIPTION
 DU1590
 DU1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1590'THE STATION IS LOCATED AIRLINE, ABOUT 17 MILES SOUTHWEST OF SHOW
 DU1590'LOW, ABOUT 1-1/2 MILES EAST OF CARRIZO AND ABOUT 1/2 MILE SOUTH OF
 DU1590'U.S. HIGHWAY 60, ON THE HIGHEST PART OF A LOW, BRUSHY, EAST-WEST
 DU1590'RIDGE.
 DU1590'
 DU1590'THE STATION IS A STANDARD DISK STAMPED CARRIZO 1958 SET IN A DRILL
 DU1590'HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND AND
 DU1590'IS ON THE HIGHEST PART OF THE RIDGE.
 DU1590'
 DU1590'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CARRIZO NO 1
 DU1590'1958 BRAZED TO THE TOP OF A 1 1/2-INCH GALVANIZED IRON PIPE WHICH
 DU1590'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 DU1590'ELEVATION AS THE STATION.
 DU1590'
 DU1590'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CARRIZO NO 2
 DU1590'1958 BRAZED TO THE TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE WHICH
 DU1590'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 DU1590'ELEVATION AS THE STATION.
 DU1590'
 DU1590'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARRIZO 1958 SET IN TOP
 DU1590'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 DU1590'ABOVE THE GROUND.  IT IS 168 FEET NORTH OF THE JUNCTION OF U.S.
 DU1590'HIGHWAY 60 AND A SIDE ROAD WHICH LEADS TO THE WHITE RIVER AND FORT
 DU1590'APACHE INDIAN AGENCY, 3 FEET EAST-NORTHEAST OF A WHITE WITNESS
 DU1590'POST AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 DU1590'
 DU1590'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH FOR
 DU1590'0.05 MILE.  TURN LEFT ONTO U.S. HIGHWAY 60 AND GO SOUTHWESTERLY
 DU1590'FOR 18.8 MILES TO A SIDE ROAD, LEFT.  A SIGN WHITE RIVER AND FORT
 DU1590'APACHE INDIAN AGENCY AND THE AZIMUTH MARK.  TURN LEFT AND GO
 DU1590'SOUTHEAST ON THE DIRT ROAD FOR 0.8 MILE.  TURN RIGHT OFF THE MAIN
 DU1590'ROAD, PASS THROUGH A WIRE GATE AND FOLLOW A TRACK ROAD SOUTHWEST
 DU1590'FOR 0.4 MILE TO A SMALL PINE TREE WITH A TRIANGULAR BLAZE ON
 DU1590'THE LEFT SIDE OF THE ROAD AND THE END OF TRUCK TRAVEL.  PACK
 DU1590'NORTHWEST FOR ABOUT 100 YARDS TO THE TOP OF THE RIDGE AND THE
 DU1590'STATION.  THIS IS ABOUT A 3 MINUTE PACK.
 DU1590
 DU1590                          STATION RECOVERY (1960)
 DU1590
 DU1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DU1590'RECOVERED IN GOOD CONDITION.
 DU1590
 DU1590                          STATION RECOVERY (1960)
 DU1590
 DU1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU1590'25.2 MI SW FROM SHOW LOW.
 DU1590'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU1590'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU1590'HIGHWAY 77, THENCE 0.4 MILE SOUTHWEST ALONG A TRAIL ROAD, SET IN THE
 DU1590'TOP OF A ROCK FLUSH WITH THE GROUND, ABOUT 100 YARDS NORTHWEST OF THE
 DU1590'TRAIL ROAD, ON TOP OF A ROUND TOP HILL.
 DU1590
 DU1590                          STATION RECOVERY (1967)
 DU1590
 DU1590'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1590'STATION CARRIZO IS LOCATED APPROXIMATELY 17.0 AIRMILES (SW) OF
 DU1590'SHOWLOW AND 1.5 AIRMILES (E) OF CARRIZO, ARIZONA.
 DU1590'
 DU1590'TO REACH FROM U.S. POST OFFICE IN SHOWLOW, ARIZONA TRAVEL (S)
 DU1590'ON U.S. HWY 60 FOR 23.9 MI TO INTERSECTION AND SIGN WHITE RIVER
 DU1590'AND FORT APACHE INDIAN AGENCY, TURN LEFT (SE) ON HWY U.S. 73 AND
 DU1590'TRAVEL 0.8 MI TO A DIM TRACK ROAD ON RIGHT, TURN RIGHT (S), PASS
 DU1590'THROUGH A METAL GATE AND TRAVEL 0.4 MI TO END OF JEEP TRAVEL.
 DU1590'PACK NORTH-WESTERLY TO STATION SITE.  PACK TIME WITH HEAVY LOAD
 DU1590'IS 3 MINUTES.
 DU1590'
 DU1590'THE STATION SITE IS THE HIGHEST POINT OF A LOW, BRUSHY E-W RIDGE
 DU1590'WHICH OVER LOOKS JCT OF U.S. HWYS 60 AND 73.
 DU1590'
 DU1590'STATION MARK IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A
 DU1590'BOULDER FLUSH WITH GROUND AND STAMPED CARRIZO 1958.
 DU1590'
 DU1590'AZIMUTH MARK WAS NOT RECOVERED.
 DU1590'
 DU1590'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK BRAZED TO THE TOP
 DU1590'OF A 1-1/2 IN GALVANIZED IRON PIPE PROJECTING 10 IN AND STAMPED
 DU1590'CARRIZO NO 1 1958.  FROM THE STATION IT IS (NE) ON A MAG AZ OF
 DU1590'62 DEG AT A DISTANCE OF 26.29 FT AND A DE EQUAL TO STATION.
 DU1590'
 DU1590'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK BRAZED TO THE TOP OF A
 DU1590'2-1/2 IN GALVANIZED IRON PIPE PROJECTING 14 IN AND STAMPED
 DU1590'CARRIZO NO 2 1958.  FROM THE STATION IT IS (W) ON A MAG AZ OF 275
 DU1590'DEG AT A DISTANCE OF 43.33 FT AND A DE EQUAL TO STATION.
 DU1590'
 DU1590'CONDITION OF ALL MARKS IS EXCELLENT.
 DU1590'
 DU1590'VIEW FROM TRIPOD HEIGHT 1.5M CLEAR 360 DEG.
 DU1590
 DU1590                          STATION RECOVERY (1968)
 DU1590
 DU1590'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DU1590'THE STATION REFERENCE MARKS AND AZIMUTH MARK ALL RECOVERED IN
 DU1590'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DU1590
 DU1590                          STATION RECOVERY (1979)
 DU1590
 DU1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1590'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1590'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, THENCE 0.4 MILE SOUTHWEST ALONG
 DU1590'A FIELD ROAD AND THENCE 300 FEET NORTH TO THE TOP OF A SMALL RIDGE,
 DU1590'SET ON TOP OF AND IN THE MIDDLE OF THE RIDGE IN ROCK OUTCROP, 43.4
 DU1590'FEET EAST-SOUTHEAST OF RM 2 AND 26.3 FEET NORTHWEST OF RM 1.
 DU1590'THE MARK IS 2.9 FT  N FROM A WITNESS POST.
 DU1590'THE MARK IS 60 FT ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0138 ***********************************************************************
 ES0138  DESIGNATION -  CARRIZO AZ MK
 ES0138  PID         -  ES0138
 ES0138  STATE/COUNTY-  AZ/NAVAJO
 ES0138  USGS QUAD   -  CARRIZO (1978)
 ES0138
 ES0138                         *CURRENT SURVEY CONTROL
 ES0138  ___________________________________________________________________
 ES0138* NAD 83(1986)-  33 59 59.     (N)    110 15 17.     (W)     SCALED    
 ES0138* NAVD 88     -      1573.194  (meters)    5161.39   (feet)  ADJUSTED  
 ES0138  ___________________________________________________________________
 ES0138  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ES0138  DYNAMIC HT  -        1570.946 (meters)    5154.01  (feet)  COMP
 ES0138  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 ES0138
 ES0138  VERT ORDER  -  FIRST     CLASS II
 ES0138
 ES0138.The horizontal coordinates were scaled from a topographic map and have
 ES0138.an estimated accuracy of +/- 6 seconds.
 ES0138
 ES0138.The orthometric height was determined by differential leveling
 ES0138.and adjusted in June 1991.
 ES0138
 ES0138.The geoid height was determined by GEOID03.
 ES0138
 ES0138.The dynamic height is computed by dividing the NAVD 88
 ES0138.geopotential number by the normal gravity value computed on the
 ES0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0138.degrees latitude (g = 980.6199 gals.).
 ES0138
 ES0138.The modeled gravity was interpolated from observed gravity values.
 ES0138
 ES0138;                    North         East    Units  Estimated Accuracy
 ES0138;SPC AZ E     -   332,630.      205,230.      MT  (+/- 180 meters Scaled)
 ES0138
 ES0138                          SUPERSEDED SURVEY CONTROL
 ES0138
 ES0138  NGVD 29 (??/??/92) 1572.414  (m)         5158.83   (f) ADJ UNCH    1 2
 ES0138
 ES0138.Superseded values are not recommended for survey control.
 ES0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0138.See file dsdata.txt to determine how the superseded data were derived.
 ES0138
 ES0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC688623(NAD 83)
 ES0138_MARKER: DZ = AZIMUTH MARK DISK
 ES0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0138_STAMPING: CARRIZO 1958
 ES0138_PROJECTION: PROJECTING 13 CENTIMETERS
 ES0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0138+STABILITY: SURFACE MOTION
 ES0138
 ES0138  HISTORY     - Date     Condition        Report By
 ES0138  HISTORY     - 1958     MONUMENTED       CGS
 ES0138  HISTORY     - 1960     GOOD             NGS
 ES0138  HISTORY     - 1979     GOOD             NGS
 ES0138
 ES0138                          STATION DESCRIPTION
 ES0138
 ES0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0138'24.0 MI SW FROM SHOW LOW.
 ES0138'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0138'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0138'HIGHWAY 77, 112 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 173
 ES0138'FEET NORTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 73, 1/2 FOOT
 ES0138'SOUTHEAST OF A FENCE, 3.2 FEET NORTHEAST OF A WOODEN WITNESS POST,
 ES0138'ABOUT 8 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 ES0138'PROJECTING 2 INCHES.
 ES0138
 ES0138                          STATION RECOVERY (1979)
 ES0138
 ES0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ES0138'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 ES0138'SHOW LOW AND THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60,
 ES0138'SET AT THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 73 IN CARRIZO
 ES0138'JUNCTION, 177 FEET NORTH OF THE CENTER OF THE JUNCTION OF STATE
 ES0138'HIGHWAY 73, 112.3 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ES0138'AND 1 FOOT SOUTHEAST OF A FENCE.
 ES0138'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 ES0138'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1591 ***********************************************************************
 DU1591  DESIGNATION -  CARRIZO RM 1
 DU1591  PID         -  DU1591
 DU1591  STATE/COUNTY-  AZ/NAVAJO
 DU1591  USGS QUAD   -  CARRIZO (1978)
 DU1591
 DU1591                         *CURRENT SURVEY CONTROL
 DU1591  ___________________________________________________________________
 DU1591* NAD 83(1986)-  33 59 34.     (N)    110 15 14.     (W)     SCALED    
 DU1591* NAVD 88     -      1640.765  (meters)    5383.08   (feet)  ADJUSTED  
 DU1591  ___________________________________________________________________
 DU1591  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1591  DYNAMIC HT  -        1638.435 (meters)    5375.43  (feet)  COMP
 DU1591  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 DU1591
 DU1591  VERT ORDER  -  SECOND    CLASS 0
 DU1591
 DU1591.The horizontal coordinates were scaled from a topographic map and have
 DU1591.an estimated accuracy of +/- 6 seconds.
 DU1591
 DU1591.The orthometric height was determined by differential leveling
 DU1591.and adjusted in June 1991.
 DU1591
 DU1591.The geoid height was determined by GEOID03.
 DU1591
 DU1591.The dynamic height is computed by dividing the NAVD 88
 DU1591.geopotential number by the normal gravity value computed on the
 DU1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1591.degrees latitude (g = 980.6199 gals.).
 DU1591
 DU1591.The modeled gravity was interpolated from observed gravity values.
 DU1591
 DU1591;                    North         East    Units  Estimated Accuracy
 DU1591;SPC AZ E     -   331,860.      205,300.      MT  (+/- 180 meters Scaled)
 DU1591
 DU1591                          SUPERSEDED SURVEY CONTROL
 DU1591
 DU1591  NGVD 29 (??/??/92) 1640.00   (m)         5380.6    (f) COMPUTED    2 0
 DU1591
 DU1591.Superseded values are not recommended for survey control.
 DU1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1591.See file dsdata.txt to determine how the superseded data were derived.
 DU1591
 DU1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC689616(NAD 83)
 DU1591_MARKER: DR = REFERENCE MARK DISK
 DU1591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1591_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1591_STAMPING: CARRIZO NO 1 1958
 DU1591_PROJECTION: PROJECTING 36 CENTIMETERS
 DU1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1591
 DU1591  HISTORY     - Date     Condition        Report By
 DU1591  HISTORY     - 1958     MONUMENTED       CGS
 DU1591  HISTORY     - 1960     GOOD             NGS
 DU1591  HISTORY     - 1979     GOOD             NGS
 DU1591
 DU1591                          STATION DESCRIPTION
 DU1591
 DU1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU1591'25.2 MI SW FROM SHOW LOW.
 DU1591'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU1591'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU1591'HIGHWAY 77, THENCE 0.4 MILE SOUTHWEST ALONG A TRAIL ROAD, ABOUT 100
 DU1591'YARDS NORTHWEST OF THE TRAIL ROAD, 26.3 FEET SOUTHEAST OF
 DU1591'TRIANGULATION STATION MARK CARRIZO 1958, ON THE TOP OF A ROUND TOP
 DU1591'HILL, AND ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 12 INCHES.
 DU1591
 DU1591                          STATION RECOVERY (1979)
 DU1591
 DU1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1591'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1591'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, THENCE 0.4 MILE SOUTHWEST ALONG A
 DU1591'FIELD ROAD AND THENCE 300 FEET NORTH TO THE TOP OF A SMALL RIDGE,
 DU1591'69.6 FEET SOUTHEAST OF RM 2 AND 26.3 FEET SOUTHEAST OF CARRIZO 1958.
 DU1591'THE MARK IS 1.2 FT  W FROM A WITNESS POST.
 DU1591'THE MARK IS 60 FT ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1589 ***********************************************************************
 DU1589  DESIGNATION -  CARRIZO RM 2
 DU1589  PID         -  DU1589
 DU1589  STATE/COUNTY-  AZ/NAVAJO
 DU1589  USGS QUAD   -  CARRIZO (1978)
 DU1589
 DU1589                         *CURRENT SURVEY CONTROL
 DU1589  ___________________________________________________________________
 DU1589* NAD 83(1986)-  33 59 34.     (N)    110 15 14.     (W)     SCALED    
 DU1589* NAVD 88     -      1640.875  (meters)    5383.44   (feet)  ADJUSTED  
 DU1589  ___________________________________________________________________
 DU1589  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DU1589  DYNAMIC HT  -        1638.545 (meters)    5375.79  (feet)  COMP
 DU1589  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 DU1589
 DU1589  VERT ORDER  -  SECOND    CLASS 0
 DU1589
 DU1589.The horizontal coordinates were scaled from a topographic map and have
 DU1589.an estimated accuracy of +/- 6 seconds.
 DU1589
 DU1589.The orthometric height was determined by differential leveling
 DU1589.and adjusted in June 1991.
 DU1589
 DU1589.The geoid height was determined by GEOID03.
 DU1589
 DU1589.The dynamic height is computed by dividing the NAVD 88
 DU1589.geopotential number by the normal gravity value computed on the
 DU1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1589.degrees latitude (g = 980.6199 gals.).
 DU1589
 DU1589.The modeled gravity was interpolated from observed gravity values.
 DU1589
 DU1589;                    North         East    Units  Estimated Accuracy
 DU1589;SPC AZ E     -   331,860.      205,300.      MT  (+/- 180 meters Scaled)
 DU1589
 DU1589                          SUPERSEDED SURVEY CONTROL
 DU1589
 DU1589  NGVD 29 (??/??/92) 1640.11   (m)         5380.9    (f) COMPUTED    2 0
 DU1589
 DU1589.Superseded values are not recommended for survey control.
 DU1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1589.See file dsdata.txt to determine how the superseded data were derived.
 DU1589
 DU1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC689616(NAD 83)
 DU1589_MARKER: DR = REFERENCE MARK DISK
 DU1589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1589_STAMPING: CARRIZO NO 2 1958
 DU1589_PROJECTION: PROJECTING 30 CENTIMETERS
 DU1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1589
 DU1589  HISTORY     - Date     Condition        Report By
 DU1589  HISTORY     - 1958     MONUMENTED       CGS
 DU1589  HISTORY     - 1960     GOOD             NGS
 DU1589  HISTORY     - 1979     GOOD             NGS
 DU1589
 DU1589                          STATION DESCRIPTION
 DU1589
 DU1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU1589'25.2 MI SW FROM SHOW LOW.
 DU1589'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU1589'SHOW LOW, THENCE 23.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU1589'HIGHWAY 77, THENCE 0.4 MILE SOUTHWEST ALONG A TRAIL ROAD, ABOUT 100
 DU1589'YARDS NORTHWEST OF THE TRAIL ROAD, 43.35 FEET WEST-NORTHWEST OF
 DU1589'TRIANGULATION STATION MARK CARRIZO 1958, ON THE TOP OF A ROUND TOP
 DU1589'HILL, AND ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 12 INCHES.
 DU1589
 DU1589                          STATION RECOVERY (1979)
 DU1589
 DU1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1589'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1589'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, THENCE 0.4 MILE SOUTHWEST ALONG
 DU1589'A FIELD ROAD AND THENCE 300 FEET NORTH TO THE TOP OF A SMALL
 DU1589'RIDGE, 69.6 FEET NORTHWEST OF RM 1 AND 43.4 FEET WEST-NORTHWEST OF
 DU1589'CARRIZO 1958.
 DU1589'THE MARK IS 60 FT ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0581 ***********************************************************************
 DV0581  DESIGNATION -  CART
 DV0581  PID         -  DV0581
 DV0581  STATE/COUNTY-  AZ/MARICOPA
 DV0581  USGS QUAD   -  FOWLER (1982)
 DV0581
 DV0581                         *CURRENT SURVEY CONTROL
 DV0581  ___________________________________________________________________
 DV0581* NAD 83(1992)-  33 27 36.09892(N)    112 11 11.69219(W)     ADJUSTED  
 DV0581* NAVD 88     -       323.35   (+/-2cm)    1060.9    (feet)  VERTCON   
 DV0581  ___________________________________________________________________
 DV0581  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 DV0581  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0581  HORZ ORDER  -  SECOND
 DV0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0581
 DV0581.The horizontal coordinates were established by classical geodetic methods
 DV0581.and adjusted by the National Geodetic Survey in August 1993.
 DV0581
 DV0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0581.The vertical order pertains to the NGVD 29 superseded value.
 DV0581
 DV0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0581
 DV0581.The geoid height was determined by GEOID03.
 DV0581
 DV0581;                    North         East     Units Scale Factor Converg.
 DV0581;SPC AZ C     -   272,800.009   188,269.809   MT  0.99990776   -0 08 55.8
 DV0581;SPC AZ C     -   895,013.15    617,683.10   iFT  0.99990776   -0 08 55.8
 DV0581;UTM  12      - 3,702,917.128   389,730.219   MT  0.99974991   -0 39 15.5
 DV0581
 DV0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0581!SPC AZ C     -   0.99995397  x   0.99990776  =   0.99986174
 DV0581!UTM  12      -   0.99995397  x   0.99974991  =   0.99970389
 DV0581
 DV0581:                Primary Azimuth Mark                     Grid Az
 DV0581:SPC AZ C     -  HOPS                                     092 53 01.1
 DV0581:UTM  12      -  HOPS                                     093 23 20.8
 DV0581
 DV0581|---------------------------------------------------------------------|
 DV0581| PID    Reference Object                     Distance      Geod. Az  |
 DV0581|                                                           dddmmss.s |
 DV0581| DV0586 HOPS                                APPROX. 1.6 KM 0924405.3 |
 DV0581| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 3.9 KM 1201012.1 |
 DV0581| DV2097 PHOENIX PUB SER CO TANK             APPROX. 3.5 KM 1230625.7 |
 DV0581| DV0579 CART RM 1                             8.916 METERS 17857     |
 DV0581| DV0580 CART RM 2                             9.090 METERS 27346     |
 DV0581| DV1307 CART RM 4                             7.472 METERS 27530     |
 DV0581| DV0578 WILL AZ MK                          APPROX. 0.7 KM 3482127.4 |
 DV0581| CH4947 CART RM 3                             8.251 METERS 35901     |
 DV0581|---------------------------------------------------------------------|
 DV0581
 DV0581                          SUPERSEDED SURVEY CONTROL
 DV0581
 DV0581  NAD 83(1986)-  33 27 36.09275(N)    112 11 11.69827(W) AD(       ) 2
 DV0581  NAD 27      -  33 27 35.93840(N)    112 11 09.15180(W) AD(       ) 2
 DV0581  NGVD 29 (??/??/92)  322.721  (m)         1058.79   (f) ADJ UNCH    2 0
 DV0581
 DV0581.Superseded values are not recommended for survey control.
 DV0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0581.See file dsdata.txt to determine how the superseded data were derived.
 DV0581
 DV0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8973002917(NAD 83)
 DV0581_MARKER: DE = TRAVERSE STATION DISK
 DV0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0581_STAMPING: CART 1963
 DV0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0581+STABILITY: SURFACE MOTION
 DV0581
 DV0581  HISTORY     - Date     Condition        Report By
 DV0581  HISTORY     - 1963     MONUMENTED       CGS
 DV0581  HISTORY     - 1963     GOOD             CGS
 DV0581  HISTORY     - 1972     SEE DESCRIPTION  NGS
 DV0581  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DV0581  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0581  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0581
 DV0581                          STATION DESCRIPTION
 DV0581
 DV0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0581'STATION IS LOCATED ABOUT 6 MILES WEST OF THE CENTER OF PHOENIX,
 DV0581'ABOUT 0.6 MILE NORTH OF WEST VAN BUREN STREET, ABOUT 0.4 MILE
 DV0581'SOUTH OF WEST MC DOWELL ROAD AND ON THE WEST SIDE OF 59TH
 DV0581'AVENUE AT IRRIGATION GATE.
 DV0581'
 DV0581'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 59TH AVENUE
 DV0581'IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 59TH AVENUE
 DV0581'FOR 1.0 MILE TO WEST VAN BUREN STREET, CONTINUE NORTH ON 59TH
 DV0581'AVENUE FOR 0.6 MILE TO IRRIGATION GATE ON LEFT AND STATION.
 DV0581'
 DV0581'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CART 1963, IS
 DV0581'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 DV0581'SURFACE OF THE GROUND.  THE MARK IS 39 FEET WEST OF THE CENTER
 DV0581'OF 59TH AVENUE, 9 FEET NORTHWEST OF A IRRIGATION GATE, 6.5 FEET
 DV0581'WEST OF THE WEST EDGE OF CANAL, 5 FEET NORTH OF THE NORTH EDGE
 DV0581'OF IRRIGATION DITCH AND 3 FEET WEST OF THE WITNESS POST.
 DV0581'
 DV0581'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CART NO
 DV0581'1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV0581'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 DV0581'38.5 FEET WEST OF CENTER OF 59TH AVENUE, 23 FEET SOUTH-SOUTHWEST
 DV0581'OF IRRIGATION CONTROL GATE, 20.5 FEET SOUTH OF SOUTH EDGE OF
 DV0581'A IRRIGATION DITCH AND 6.5 FEET WEST OF WEST EDGE OF CANAL.
 DV0581'
 DV0581'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CART NO 2
 DV0581'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV0581'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 DV0581'36.5 FEET WEST-NORTHWEST OF IRRIGATION CONTROL GATE, 33 FEET WEST
 DV0581'OF THE WITNESS POST AND 4 FEET NORTH OF NORTH EDGE OF A
 DV0581'IRRIGATION DITCH.
 DV0581'
 DV0581'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED WILL 1963, IS
 DV0581'SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES.
 DV0581'THE MARK IS 29 FEET NORTH OF THE CENTER OF WEST MC DOWELL ROAD,
 DV0581'24 FEET WEST OF CENTER OF DRIVEWAY, 2.6 FEET WEST OF THE
 DV0581'WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 DV0581'
 DV0581'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE NORTH ON
 DV0581'59TH AVENUE FOR 0.4 MILE TO WEST MC DOWELL ROAD, TURN LEFT AND GO
 DV0581'WEST ON WEST MC DOWELL ROAD FOR 0.1 MILE TO AZIMUTH MARK ON
 DV0581'RIGHT.
 DV0581'
 DV0581'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 DV0581'43.61 FEET OR 13.291 METERS.
 DV0581'
 DV0581'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0581
 DV0581                          STATION RECOVERY (1963)
 DV0581
 DV0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0581'IN PHOENIX.
 DV0581'1.1 MILES NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0581'RAILROAD CROSSING OF 59TH AVENUE, AT AN IRRIGATION HEAD GATE WEST OF
 DV0581'THE AVENUE, 40 FEET WEST OF THE CENTER OF 59TH AVENUE, 8.0 FEET
 DV0581'NORTHWEST OF THE NORTHWEST CORNER OF THE IRRIGATION HEADGATE, 7.4 FEET
 DV0581'WEST OF THE WEST EDGE OF THE IRRIGATION CANAL, 5.2 FEET NORTH OF THE
 DV0581'NORTH EDGE OF A DITCH, 3.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 DV0581'FEET ABOVE THE LEVEL OF THE AVENUE, AND SET IN TOP OF A CONCRETE POST
 DV0581'PROJECTING 2 INCHES.
 DV0581
 DV0581                          STATION RECOVERY (1972)
 DV0581
 DV0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV0581'THE STATION MARK WAS RECOVERED EXPOSED ABOUT 2 FEET DUE TO
 DV0581'STREET CONSTRUCTION IN THE AREA AND CURBING WAS POURED WITHIN
 DV0581'6-INCHES OF THE MONUMENT.  REFERENCE MARK 2 WAS RECOVERED
 DV0581'AND FOUND TO MISS THE OLD VALUES BY 0.17 FOOT AND 35 MINUTES.
 DV0581'THE SURFACE MARK WAS REMOVED AND FOUND PLUMB OVER THE UNDERGROUND
 DV0581'STATION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME
 DV0581'IN THE NEW CURBING.  THE PLANS ARE TO REESTABLISH THE STATION
 DV0581'ON ORIGINAL POSITION WHEN CURBING IS POURED OVER THE
 DV0581'UNDERGROUND STATION.
 DV0581'
 DV0581'THE UNDERGROUND STATION CAN BE USED AT THIS TIME.  IT IS 1 FOOT
 DV0581'SOUTH OF THE END OF THE CURBING AND 1 FOOT BELOW THE GROUND
 DV0581'SURFACE.
 DV0581'
 DV0581'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0581'
 DV0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DV0581'WEST CENTER OF PHOENIX
 DV0581
 DV0581                          STATION RECOVERY (1973)
 DV0581
 DV0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DV0581'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 3 AND 4
 DV0581'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WHICH WAS
 DV0581'AT THE EDGE OF CONSTRUCTION WAS DISTURBED SLIGHTLY AND IS
 DV0581'BEHIND A WOODEN POST AT THIS TIME.  A SHORT SECTION OF CURBING
 DV0581'WAS POURED OVER THE UNDERGROUND MARK AT THIS TIME AND A
 DV0581'SURFACE STATION MARK WAS PLACED IN THE CONCRETE ON THE ORIGINAL
 DV0581'POSITION.
 DV0581'
 DV0581'THE STATION MARK IS A STANDARD DISK STAMPED, CART 1963 1973.
 DV0581'IT IS SET IN TOP OF THE CONCRETE CURBING ALONG THE EAST SIDE OF A
 DV0581'FRONTAGE STREET.  IT IS ABOUT 20 INCHES ABOVE THE UNDERGROUND
 DV0581'STATION MARK WHICH IS UNDISTURBED.  THE MARK IS 50 PACES SOUTH OF
 DV0581'WEST LATHAM STREET, 36 FEET WEST OF THE CENTER LINE OF 59TH
 DV0581'AVENUE AND 10 FEET NORTH OF AN IRRIGATION GATE.
 DV0581'
 DV0581'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CART NO 2 1963.
 DV0581'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV0581'ABOUT 3/4 INCH ABOVE A SIDE STREET AND EVEN WITH THE SOUTH
 DV0581'EDGE OF THE STREET AND 4 FEET WEST OF SIDEWALK.  THIS MARK
 DV0581'HAS BEEN DISTURBED SEVERAL TIMES DURING CONSTRUCTION AND IS
 DV0581'NOW SAFTLY BEHIND THE CONSTRUCTION AREA.
 DV0581'
 DV0581'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CART 1963 NO 3 1972.
 DV0581'IT IS SET IN A DRILL HOLE IN THE TOP OF THE EAST CURBING ALONG THE
 DV0581'FRONTAGE ROAD.  IT IS 40 PACES SOUTH OF THE CENTER OF WEST
 DV0581'LATHAM STREET AND 36 FEET WEST OF THE CENTER LINE OF 59TH
 DV0581'AVENUE.
 DV0581'
 DV0581'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CART 1963 NO 4 1972.
 DV0581'IT IS SET IN A DRILL HOLE IN AN EAST-WEST SIDEWALK AT THE
 DV0581'SOUTHEAST END OF THE SIDEWALK.
 DV0581'
 DV0581'STATION HOPS 1963 WILL SERVE FOR AN AZIMUTH MARK.
 DV0581'
 DV0581'TO REACH THE STATION FROM THE INTERSECTION OF WEST MC DOWELL
 DV0581'ROAD AND 59TH AVENUE IN THE WESTERN PART OF PHOENIX, GO SOUTH
 DV0581'ALONG 59TH AVENUE 0.4 MILE TO WEST LATHAM STREET ON THE RIGHT.
 DV0581'TURN RIGHT AND THEN LEFT ON THE FRONTAGE STREET FOR ABOUT
 DV0581'100 FEET TO THE STATION ON THE LEFT.
 DV0581'
 DV0581'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0581'
 DV0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WESTERN
 DV0581'PHOENIX
 DV0581
 DV0581                          STATION RECOVERY (1996)
 DV0581
 DV0581'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0581'MARK NOT FOUND.
 DV0581
 DV0581                          STATION RECOVERY (2007)
 DV0581
 DV0581'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0579 ***********************************************************************
 DV0579  DESIGNATION -  CART RM 1
 DV0579  PID         -  DV0579
 DV0579  STATE/COUNTY-  AZ/MARICOPA
 DV0579  USGS QUAD   -  FOWLER (1982)
 DV0579
 DV0579                         *CURRENT SURVEY CONTROL
 DV0579  ___________________________________________________________________
 DV0579* NAD 83(1986)-  33 27 35.     (N)    112 11 12.     (W)     SCALED    
 DV0579* NAVD 88     -       323.30   (+/-2cm)    1060.7    (feet)  VERTCON   
 DV0579  ___________________________________________________________________
 DV0579  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0579
 DV0579.The horizontal coordinates were scaled from a topographic map and have
 DV0579.an estimated accuracy of +/- 6 seconds.
 DV0579
 DV0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0579.The vertical order pertains to the NGVD 29 superseded value.
 DV0579
 DV0579.The geoid height was determined by GEOID03.
 DV0579
 DV0579;                    North         East    Units  Estimated Accuracy
 DV0579;SPC AZ C     -   272,770.      188,260.      MT  (+/- 180 meters Scaled)
 DV0579
 DV0579                          SUPERSEDED SURVEY CONTROL
 DV0579
 DV0579  NGVD 29 (??/??/92)  322.679  (m)         1058.66   (f) ADJ UNCH    2 0
 DV0579
 DV0579.Superseded values are not recommended for survey control.
 DV0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0579.See file dsdata.txt to determine how the superseded data were derived.
 DV0579
 DV0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC897028(NAD 83)
 DV0579_MARKER: DR = REFERENCE MARK DISK
 DV0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0579_STAMPING: CART NO 1 1963
 DV0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0579+STABILITY: SURFACE MOTION
 DV0579
 DV0579  HISTORY     - Date     Condition        Report By
 DV0579  HISTORY     - 1963     MONUMENTED       CGS
 DV0579  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0579  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0579
 DV0579                          STATION DESCRIPTION
 DV0579
 DV0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0579'IN PHOENIX.
 DV0579'1.1 MILES NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0579'RAILROAD CROSSING OF 59TH AVENUE, 29.3 FEET SOUTH OF TRAVERSE STATION
 DV0579'CART, 29.0 FEET SOUTH OF A METAL WITNESS POST, 39 FEET WEST OF THE
 DV0579'CENTER OF 59TH AVENUE, 6.5 FEET WEST OF THE WEST EDGE OF THE CANAL,
 DV0579'21.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN IRRIGATION
 DV0579'HEADGATE, AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 DV0579'GROUND.
 DV0579
 DV0579                          STATION RECOVERY (1996)
 DV0579
 DV0579'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0579'MARK NOT FOUND.
 DV0579
 DV0579                          STATION RECOVERY (2007)
 DV0579
 DV0579'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0580 ***********************************************************************
 DV0580  DESIGNATION -  CART RM 2
 DV0580  PID         -  DV0580
 DV0580  STATE/COUNTY-  AZ/MARICOPA
 DV0580  USGS QUAD   -  FOWLER (1982)
 DV0580
 DV0580                         *CURRENT SURVEY CONTROL
 DV0580  ___________________________________________________________________
 DV0580* NAD 83(1986)-  33 27 36.     (N)    112 11 12.     (W)     SCALED    
 DV0580* NAVD 88     -       323.177  (meters)    1060.29   (feet)  ADJUSTED  
 DV0580  ___________________________________________________________________
 DV0580  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0580  DYNAMIC HT  -         322.799 (meters)    1059.05  (feet)  COMP
 DV0580  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 DV0580
 DV0580  VERT ORDER  -  FIRST     CLASS II
 DV0580
 DV0580.The horizontal coordinates were scaled from a topographic map and have
 DV0580.an estimated accuracy of +/- 6 seconds.
 DV0580
 DV0580.The orthometric height was determined by differential leveling
 DV0580.and adjusted in November 1993.
 DV0580
 DV0580.The geoid height was determined by GEOID03.
 DV0580
 DV0580.The dynamic height is computed by dividing the NAVD 88
 DV0580.geopotential number by the normal gravity value computed on the
 DV0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0580.degrees latitude (g = 980.6199 gals.).
 DV0580
 DV0580.The modeled gravity was interpolated from observed gravity values.
 DV0580
 DV0580;                    North         East    Units  Estimated Accuracy
 DV0580;SPC AZ C     -   272,800.      188,260.      MT  (+/- 180 meters Scaled)
 DV0580
 DV0580                          SUPERSEDED SURVEY CONTROL
 DV0580
 DV0580  NGVD 29 (??/??/92)  322.797  (m)         1059.04   (f) ADJ UNCH    1 2
 DV0580
 DV0580.Superseded values are not recommended for survey control.
 DV0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0580.See file dsdata.txt to determine how the superseded data were derived.
 DV0580
 DV0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC897029(NAD 83)
 DV0580_MARKER: DR = REFERENCE MARK DISK
 DV0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0580_STAMPING: CART NO 2 1963
 DV0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0580+STABILITY: SURFACE MOTION
 DV0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0580+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0580
 DV0580  HISTORY     - Date     Condition        Report By
 DV0580  HISTORY     - 1963     MONUMENTED       CGS
 DV0580  HISTORY     - 1981     GOOD             AZDT
 DV0580  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0580  HISTORY     - 20070413 GOOD             GEOCAC
 DV0580
 DV0580                          STATION DESCRIPTION
 DV0580
 DV0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0580'IN PHOENIX.
 DV0580'1.1 MILE NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0580'RAILROAD CROSSING OF 59TH AVENUE, 29.7 FEET WEST OF TRAVERSE STATION
 DV0580'CART, 33.0 FEET WEST OF A METAL WITNESS POST, 69.5 FEET WEST OF THE
 DV0580'CENTER OF 59TH AVENUE, 36 FEET WEST OF THE WEST EDGE OF THE CANAL, AND
 DV0580'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0580
 DV0580                          STATION RECOVERY (1981)
 DV0580
 DV0580'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0580'4.4 MI (7.1 KM)WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0580'INTERSECTION OF INTERSTATE 17 TO 59TH AVENUE, THENCE 0.4 MILES
 DV0580'(0.6 KM) SOUTH TO THE MARK A STANDARD CGS BRASS CAP IN A CONCRETE
 DV0580'POST ON THE RIGHT.  152.0 FT (46.33 M) SOUTH OF CENTERLINE OF WEST
 DV0580'LATHAM STREET, 68.0 FT (20.73 M) WEST OF CENTERLINE OF 59TH AVENUE,
 DV0580'28.4 FT (8.7 M) NORTHWEST OF POWER POLE NUMBER 24, 1.5 FT (0.5 M)
 DV0580'EAST OF CHAINLINK FENCE CORNER POST.
 DV0580
 DV0580                          STATION RECOVERY (1996)
 DV0580
 DV0580'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0580'MARK NOT FOUND.
 DV0580
 DV0580                          STATION RECOVERY (2007)
 DV0580
 DV0580'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1307 ***********************************************************************
 DV1307  DESIGNATION -  CART RM 4
 DV1307  PID         -  DV1307
 DV1307  STATE/COUNTY-  AZ/MARICOPA
 DV1307  USGS QUAD   -  FOWLER (1982)
 DV1307
 DV1307                         *CURRENT SURVEY CONTROL
 DV1307  ___________________________________________________________________
 DV1307* NAD 83(1986)-  33 27 36.     (N)    112 11 12.     (W)     SCALED    
 DV1307* NAVD 88     -       323.129  (meters)    1060.13   (feet)  ADJUSTED  
 DV1307  ___________________________________________________________________
 DV1307  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV1307  DYNAMIC HT  -         322.751 (meters)    1058.89  (feet)  COMP
 DV1307  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 DV1307
 DV1307  VERT ORDER  -  FIRST     CLASS II
 DV1307
 DV1307.The horizontal coordinates were scaled from a topographic map and have
 DV1307.an estimated accuracy of +/- 6 seconds.
 DV1307
 DV1307.The orthometric height was determined by differential leveling
 DV1307.and adjusted in November 1993.
 DV1307
 DV1307.The geoid height was determined by GEOID03.
 DV1307
 DV1307.The dynamic height is computed by dividing the NAVD 88
 DV1307.geopotential number by the normal gravity value computed on the
 DV1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1307.degrees latitude (g = 980.6199 gals.).
 DV1307
 DV1307.The modeled gravity was interpolated from observed gravity values.
 DV1307
 DV1307;                    North         East    Units  Estimated Accuracy
 DV1307;SPC AZ C     -   272,800.      188,260.      MT  (+/- 180 meters Scaled)
 DV1307
 DV1307                          SUPERSEDED SURVEY CONTROL
 DV1307
 DV1307.No superseded survey control is available for this station.
 DV1307
 DV1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC897029(NAD 83)
 DV1307_MARKER: DR = REFERENCE MARK DISK
 DV1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1307_SP_SET: CONCRETE SIDEWALK
 DV1307_STAMPING: CART 1963 NO 4 1972
 DV1307_MARK LOGO: NGS   
 DV1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1307+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV1307
 DV1307  HISTORY     - Date     Condition        Report By
 DV1307  HISTORY     - 1972     MONUMENTED       NGS
 DV1307  HISTORY     - 1981     GOOD             AZDT
 DV1307  HISTORY     - 19960217 GOOD             USPSQD
 DV1307  HISTORY     - 20070413 GOOD             GEOCAC
 DV1307
 DV1307                          STATION DESCRIPTION
 DV1307
 DV1307'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1307'PHOENIX.
 DV1307'4.4 MI (7.1 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV1307'INTERSECTION OF INTERSTATE 17 IN PHOENIX, TO 59TH AVENUE.  THENCE
 DV1307'SOUTH 0.4 MILE  (0.6 KM) TO THE MARK ON THE RIGHT.  A STANDARD
 DV1307'CGS REFERENCE DISK SET IN THE WEST EDGE OF A CONCRETE SIDEWALK.
 DV1307'65.5 FT (19.96 METERS) WEST OF THE CENTER OF 59TH AVENUE, AT THE
 DV1307'SOUTH EDGE OF A PAVED ALLEY.  5 FT (1.52 METERS) EAST OF A CHAINLINK
 DV1307'CORNER FENCEPOST.  152.0 FT (46.33 METERS) SOUTH OF THE CENTERLINE
 DV1307'OF WEST LATHAM STREET.
 DV1307
 DV1307                          STATION RECOVERY (1996)
 DV1307
 DV1307'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1307'RECOVERED IN GOOD CONDITION.
 DV1307
 DV1307                          STATION RECOVERY (2007)
 DV1307
 DV1307'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0854 ***********************************************************************
 ET0854  DESIGNATION -  CARTER
 ET0854  PID         -  ET0854
 ET0854  STATE/COUNTY-  AZ/YAVAPAI
 ET0854  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0854
 ET0854                         *CURRENT SURVEY CONTROL
 ET0854  ___________________________________________________________________
 ET0854* NAD 83(1992)-  34 42 00.61888(N)    112 11 10.67757(W)     ADJUSTED  
 ET0854* NAVD 88     -      2322.9    (meters)    7621.     (feet)  VERTCON   
 ET0854  ___________________________________________________________________
 ET0854  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 ET0854  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 ET0854  HORZ ORDER  -  THIRD
 ET0854
 ET0854.The horizontal coordinates were established by classical geodetic methods
 ET0854.and adjusted by the National Geodetic Survey in August 1993.
 ET0854
 ET0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0854
 ET0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0854
 ET0854.The geoid height was determined by GEOID03.
 ET0854
 ET0854;                    North         East     Units Scale Factor Converg.
 ET0854;SPC AZ C     -   410,348.352   188,658.719   MT  0.99990752   -0 09 12.6
 ET0854;SPC AZ C     - 1,346,287.24    618,959.05   iFT  0.99990752   -0 09 12.6
 ET0854;UTM  12      - 3,840,434.456   391,352.088   MT  0.99974549   -0 40 31.5
 ET0854
 ET0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0854!SPC AZ C     -   0.99963949  x   0.99990752  =   0.99954705
 ET0854!UTM  12      -   0.99963949  x   0.99974549  =   0.99938507
 ET0854
 ET0854:                Primary Azimuth Mark                     Grid Az
 ET0854:SPC AZ C     -  GRANITE                                  258 39 36.0
 ET0854:UTM  12      -  GRANITE                                  259 10 54.9
 ET0854
 ET0854|---------------------------------------------------------------------|
 ET0854| PID    Reference Object                     Distance      Geod. Az  |
 ET0854|                                                           dddmmss.s |
 ET0854| ET0988 GRANITE                             APPROX.34.3 KM 2583023.4 |
 ET0854|---------------------------------------------------------------------|
 ET0854
 ET0854                          SUPERSEDED SURVEY CONTROL
 ET0854
 ET0854  NAD 83(1986)-  34 42 00.61541(N)    112 11 10.67519(W) AD(       ) 3
 ET0854  NGVD 29 (05/08/89) 2322.0    (m)         7618.     (f) VERT ANG    3  
 ET0854
 ET0854.Superseded values are not recommended for survey control.
 ET0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0854.See file dsdata.txt to determine how the superseded data were derived.
 ET0854
 ET0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9135240434(NAD 83)
 ET0854_MARKER: DS = TRIANGULATION STATION DISK
 ET0854_SETTING: 80 = SET IN A BOULDER
 ET0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0854+STABILITY: SURFACE MOTION
 ET0854
 ET0854  HISTORY     - Date     Condition        Report By
 ET0854  HISTORY     - 1902     MONUMENTED       USGS
 ET0854
 ET0854                          STATION DESCRIPTION
 ET0854
 ET0854'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0854'LOCATED 2 MI W. OF SUMMIT OF PRESCOTT AND JEROME WAGON RD.
 ET0854'
 ET0854'TO REACH NOT GIVEN.
 ET0854'
 ET0854'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 ET0854'IN MALPAIS ROCK.
 ET0854'
 ET0854'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9434 ***********************************************************************
 DG9434  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9434  DESIGNATION -  CARTWRIGHT
 DG9434  PID         -  DG9434
 DG9434  STATE/COUNTY-  AZ/COCHISE
 DG9434  USGS QUAD   -  BRUNO PEAK (1986)
 DG9434
 DG9434                         *CURRENT SURVEY CONTROL
 DG9434  ___________________________________________________________________
 DG9434* NAD 83(2007)-  31 38 28.75761(N)    109 28 26.10699(W)     ADJUSTED  
 DG9434* NAVD 88     -      1500.78   (meters)    4923.8    (feet)  GPS OBS   
 DG9434  ___________________________________________________________________
 DG9434  EPOCH DATE  -        2007.00
 DG9434  X           -  -1,812,335.729 (meters)                     COMP
 DG9434  Y           -  -5,125,291.574 (meters)                     COMP
 DG9434  Z           -   3,327,410.745 (meters)                     COMP
 DG9434  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DG9434  ELLIP HEIGHT-        1474.028 (meters)          (02/10/07) ADJUSTED
 DG9434  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DG9434
 DG9434  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9434  Type    PID    Designation                      North   East  Ellip
 DG9434  -------------------------------------------------------------------
 DG9434  NETWORK DG9434 CARTWRIGHT                        1.23   1.20   2.53
 DG9434  -------------------------------------------------------------------
 DG9434
 DG9434.The horizontal coordinates were established by GPS observations
 DG9434.and adjusted by the National Geodetic Survey in February 2007.
 DG9434
 DG9434.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9434.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9434.The horizontal coordinates are valid at the epoch date displayed above.
 DG9434.The epoch date for horizontal control is a decimal equivalence
 DG9434.of Year/Month/Day.
 DG9434
 DG9434.The orthometric height was determined by GPS observations and a
 DG9434.high-resolution geoid model.
 DG9434.The orthometric height was determined by GPS observations and a
 DG9434.high-resolution geoid model using precise GPS observation and
 DG9434.processing techniques.
 DG9434
 DG9434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9434
 DG9434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9434
 DG9434.The ellipsoidal height was determined by GPS observations
 DG9434.and is referenced to NAD 83.
 DG9434
 DG9434.The geoid height was determined by GEOID03.
 DG9434
 DG9434;                    North         East     Units Scale Factor Converg.
 DG9434;SPC AZ E     -    71,307.807   279,067.638   MT  0.99995323   +0 21 48.3
 DG9434;SPC AZ E     -   233,949.50    915,576.24   iFT  0.99995323   +0 21 48.3
 DG9434;UTM  12      - 3,501,691.185   644,712.612   MT  0.99985829   +0 48 02.6
 DG9434
 DG9434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9434!SPC AZ E     -   0.99976860  x   0.99995323  =   0.99972184
 DG9434!UTM  12      -   0.99976860  x   0.99985829  =   0.99962692
 DG9434
 DG9434                          SUPERSEDED SURVEY CONTROL
 DG9434
 DG9434  NAD 83(1992)-  31 38 28.75728(N)    109 28 26.10640(W) AD(       ) A
 DG9434  ELLIP H (03/22/05) 1474.046  (m)                       GP(       ) 4 1
 DG9434
 DG9434.Superseded values are not recommended for survey control.
 DG9434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9434.See file dsdata.txt to determine how the superseded data were derived.
 DG9434
 DG9434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA4471301691(NAD 83)
 DG9434_MARKER: DD = SURVEY DISK
 DG9434_SETTING: 66 = SET IN ROCK OUTCROP
 DG9434_STAMPING: CARTWRIGHT
 DG9434_MARK LOGO: AZ-003
 DG9434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG9434+STABILITY: POSITION/ELEVATION WELL
 DG9434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9434+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 DG9434
 DG9434  HISTORY     - Date     Condition        Report By
 DG9434  HISTORY     - 20031030 MONUMENTED       AZ-003
 DG9434
 DG9434                          STATION DESCRIPTION
 DG9434
 DG9434'DESCRIBED BY COCHISE COUNTY ARIZONA 2003 (DLS)
 DG9434'FROM THE POST OFFICE IN DOUGLAS AT 10TH AND F AVENUES, PROCEED WEST ON
 DG9434'10TH AVENUE TO  G AVENUE.  TURN NORTH ON G AVENUE AND GO 0.3 MILES TO
 DG9434'STATE HIGHWAY 80.  PROCEED NORTH  ON STATE HIGHWAY 80 FOR 1.0 MILE TO
 DG9434'LESLIE CANYON ROAD.  TURN NORTH ON LESLIE CANYON  ROAD AND GO 13.9
 DG9434'MILES TO A JUNCTION.  CONTINUE RIGHT, EASTERLY, AT JUNCTION FOR 7.0
 DG9434'MILES  TO THE STATION ON THE WEST SIDE OF THE ROAD. THE STATION IS A 3
 DG9434'INCH BRASS COCHISE COUNTY HIGHWAY AND FLOODPLAIN DISK SET IN A ROCK
 DG9434'OUTCROP.  IT IS APPROXIMATELY 100 FEET WEST OF THE R0AD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1780 ***********************************************************************
 CZ1780  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ1780  DESIGNATION -  CAS
 CZ1780  PID         -  CZ1780
 CZ1780  STATE/COUNTY-  AZ/COCHISE
 CZ1780  USGS QUAD   -  STEELE HILLS (1985)
 CZ1780
 CZ1780                         *CURRENT SURVEY CONTROL
 CZ1780  ___________________________________________________________________
 CZ1780* NAD 83(2007)-  32 13 59.72765(N)    110 05 12.99692(W)     ADJUSTED  
 CZ1780* NAVD 88     -      1490.03   (meters)    4888.5    (feet)  GPS OBS   
 CZ1780  ___________________________________________________________________
 CZ1780  EPOCH DATE  -        2007.00
 CZ1780  X           -  -1,855,137.076 (meters)                     COMP
 CZ1780  Y           -  -5,072,982.029 (meters)                     COMP
 CZ1780  Z           -   3,383,119.021 (meters)                     COMP
 CZ1780  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CZ1780  ELLIP HEIGHT-        1462.801 (meters)          (02/10/07) ADJUSTED
 CZ1780  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CZ1780
 CZ1780  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1780  Type    PID    Designation                      North   East  Ellip
 CZ1780  -------------------------------------------------------------------
 CZ1780  NETWORK CZ1780 CAS                               0.63   0.59   1.88
 CZ1780  -------------------------------------------------------------------
 CZ1780
 CZ1780.The horizontal coordinates were established by GPS observations
 CZ1780.and adjusted by the National Geodetic Survey in February 2007.
 CZ1780
 CZ1780.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1780.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1780.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1780.The epoch date for horizontal control is a decimal equivalence
 CZ1780.of Year/Month/Day.
 CZ1780
 CZ1780.The orthometric height was determined by GPS observations and a
 CZ1780.high-resolution geoid model.
 CZ1780.The orthometric height was determined by GPS observations and a
 CZ1780.high-resolution geoid model using precise GPS observation and
 CZ1780.processing techniques.
 CZ1780
 CZ1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1780
 CZ1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1780
 CZ1780.The ellipsoidal height was determined by GPS observations
 CZ1780.and is referenced to NAD 83.
 CZ1780
 CZ1780.The geoid height was determined by GEOID03.
 CZ1780
 CZ1780;                    North         East     Units Scale Factor Converg.
 CZ1780;SPC AZ E     -   136,732.901   220,873.400   MT  0.99990070   +0 02 33.1
 CZ1780;SPC AZ E     -   448,598.76    724,650.26   iFT  0.99990070   +0 02 33.1
 CZ1780;UTM  12      - 3,566,656.637   586,025.588   MT  0.99969126   +0 29 13.3
 CZ1780
 CZ1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1780!SPC AZ E     -   0.99977037  x   0.99990070  =   0.99967110
 CZ1780!UTM  12      -   0.99977037  x   0.99969126  =   0.99946170
 CZ1780
 CZ1780|---------------------------------------------------------------------|
 CZ1780| PID    Reference Object                     Distance      Geod. Az  |
 CZ1780|                                                           dddmmss.s |
 CZ1780| CC7104 CAS RM 1                             27.291 METERS 00546     |
 CZ1780| CC7105 CAS RM 2                             22.080 METERS 09611     |
 CZ1780| CC7103 CAS AZ MK                                          1121327.4 |
 CZ1780|---------------------------------------------------------------------|
 CZ1780
 CZ1780                          SUPERSEDED SURVEY CONTROL
 CZ1780
 CZ1780  ELLIP H (08/22/05) 1462.821  (m)                       GP(       ) 4 2
 CZ1780  NAD 83(1992)-  32 13 59.72749(N)    110 05 12.99570(W) AD(       ) A
 CZ1780  ELLIP H (03/22/05) 1462.755  (m)                       GP(       ) 4 1
 CZ1780  NAD 83(1992)-  32 13 59.72608(N)    110 05 12.99905(W) AD(       ) 1
 CZ1780  NAD 83(1986)-  32 13 59.71963(N)    110 05 12.99539(W) AD(       ) 1
 CZ1780  NAD 27      -  32 13 59.45400(N)    110 05 10.74100(W) AD(       ) 1
 CZ1780  NGVD 29 (07/19/86) 1488.9    (m)         4885.     (f) VERT ANG    3  
 CZ1780
 CZ1780.Superseded values are not recommended for survey control.
 CZ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1780.See file dsdata.txt to determine how the superseded data were derived.
 CZ1780
 CZ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8602666657(NAD 83)
 CZ1780_MARKER: DS = TRIANGULATION STATION DISK
 CZ1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1780_STAMPING: CAS 1946
 CZ1780_MARK LOGO: CGS   
 CZ1780_PROJECTION: PROJECTING 13 CENTIMETERS
 CZ1780_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1780+STABILITY: SURFACE MOTION
 CZ1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1780+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 CZ1780
 CZ1780  HISTORY     - Date     Condition        Report By
 CZ1780  HISTORY     - 1946     MONUMENTED       CGS
 CZ1780  HISTORY     - 20031030 GOOD             AZ-003
 CZ1780  HISTORY     - 20050715 GOOD             AZ-003
 CZ1780
 CZ1780                          STATION DESCRIPTION
 CZ1780
 CZ1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1780'THE STATION IS LOCATED ON A LOW FOOTHILL, AT THE SW END OF
 CZ1780'THE WINCHESTER MOUNTAIN RANGE, AND ABOUT 1/4 MILE NW OF THE
 CZ1780'GRADED GRAVELED CASCABEL ROAD.  IN APPROXIMATE AIRLINE DISTANCES
 CZ1780'IT IS LOCATED 27 MILES SE OF REDINGTON, 25 MILES SSW OF BONITA,
 CZ1780'22 MILES NE OF BENSON, AND 15 MILES W OF WILLCOX.
 CZ1780'
 CZ1780'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CZ1780'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO THE TEXACO SERVICE
 CZ1780'STATION ON THE RIGHT AND A CROSSROAD.  TURN RIGHT HERE, LEAVING
 CZ1780'THE HIGHWAY, AND GO FOR 0.2 MILE, THENCE JOG LEFT 50 YARDS AND
 CZ1780'CONTINUE FOR 0.2 MILE.  HERE JOG RIGHT FOR 50 YARDS AND CONTINUE
 CZ1780'W ON MACADAM ROAD AND GRADED GRAVELED ROAD FOR 14 MILES TO A
 CZ1780'FORK.  (THIS ROAD GOING W FROM WILLCOX IS LOCALLY KNOWN AS THE
 CZ1780'CASCABEL ROAD.) THE AZIMUTH MARK IS LOCATED 54 FEET N OF THE
 CZ1780'FORK AT THIS POINT.  TAKE THE LEFT FORK AND GO 0.6 MILE TO
 CZ1780'THE TOP OF A SMALL RISE AND A DIM TRACK ROAD GOING OFF TO THE
 CZ1780'RIGHT.  TURN RIGHT HERE, LEAVING THE GRADED GRAVELED
 CZ1780'ROAD, AND GO FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CZ1780'
 CZ1780'THE STATION IS A BRONZE STATION DISK, STAMPED CAS 1946, AND
 CZ1780'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 CZ1780'THE SURROUNDING SURFACE.  IT IS LOCATED 35.8 FEET NNW OF THE
 CZ1780'4-INCH SQUARE WHITE WITNESS POST AND 17 FEET ENE OF THE CENTER
 CZ1780'OF THE DIM TRACK ROAD.  UNDERGROUND MARK IS A BRONZE STATION
 CZ1780'DISK SET IN CONCRETE.
 CZ1780'
 CZ1780'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CAS NO 1
 CZ1780'1946, AND SET IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE
 CZ1780'THE SURROUNDING SURFACE.  IT IS ABOUT 6 INCHES BELOW THE
 CZ1780'STATION AND IS LOCATED N OF THE STATION.
 CZ1780'
 CZ1780'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CAS
 CZ1780'NO 2 1946, AND SET IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES
 CZ1780'ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET BELOW THE
 CZ1780'STATION AND IS LOCATED E OF THE STATION.
 CZ1780'
 CZ1780'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED CAS 1946,
 CZ1780'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 CZ1780'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED ABOUT 3/4 MILE
 CZ1780'ESE OF THE STATION, 54 FEET N OF THE FORK OF THE TWO GRADED
 CZ1780'GRAVELED ROADS, AND 5 FEET W OF A 4-INCH-SQUARE WHITE WITNESS
 CZ1780'POST.
 CZ1780'
 CZ1780'HEIGHT OF LIGHT ABOVE STATION MARK - 3.4 METERS.
 CZ1780
 CZ1780                          STATION RECOVERY (2003)
 CZ1780
 CZ1780'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CZ1780'RECOVERED AS DESCRIBED
 CZ1780
 CZ1780                          STATION RECOVERY (2005)
 CZ1780
 CZ1780'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2005 (DLS)
 CZ1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2048 ***********************************************************************
 CZ2048  DESIGNATION -  CASA GRANDE
 CZ2048  PID         -  CZ2048
 CZ2048  STATE/COUNTY-  AZ/PINAL
 CZ2048  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2048
 CZ2048                         *CURRENT SURVEY CONTROL
 CZ2048  ___________________________________________________________________
 CZ2048* NAD 83(1992)-  32 49 11.60661(N)    111 42 47.46669(W)     ADJUSTED  
 CZ2048* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 CZ2048  ___________________________________________________________________
 CZ2048  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ2048  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2048  HORZ ORDER  -  FIRST
 CZ2048
 CZ2048.The horizontal coordinates were established by classical geodetic methods
 CZ2048.and adjusted by the National Geodetic Survey in August 1993.
 CZ2048
 CZ2048.The orthometric height was scaled from a topographic map.
 CZ2048
 CZ2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2048
 CZ2048.The geoid height was determined by GEOID03.
 CZ2048
 CZ2048;                    North         East     Units Scale Factor Converg.
 CZ2048;SPC AZ C     -   201,797.244   232,412.651   MT  0.99990447   +0 06 37.0
 CZ2048;SPC AZ C     -   662,064.45    762,508.70   iFT  0.99990447   +0 06 37.0
 CZ2048;UTM  12      - 3,631,545.501   433,241.461   MT  0.99965495   -0 23 11.6
 CZ2048
 CZ2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2048!SPC AZ C     -   0.99989318  x   0.99990447  =   0.99979766
 CZ2048!UTM  12      -   0.99989318  x   0.99965495  =   0.99954817
 CZ2048
 CZ2048:                Primary Azimuth Mark                     Grid Az
 CZ2048:SPC AZ C     -  CASA GRANDE AZ MK                        064 20 34.3
 CZ2048:UTM  12      -  CASA GRANDE AZ MK                        064 50 22.9
 CZ2048
 CZ2048|---------------------------------------------------------------------|
 CZ2048| PID    Reference Object                     Distance      Geod. Az  |
 CZ2048|                                                           dddmmss.s |
 CZ2048| CH4948 CASA GRANDE AZ MK                                  0642711.3 |
 CZ2048| CH4949 CASA GRANDE RM 1                                   07130     |
 CZ2048| CH4950 CASA GRANDE RM 2                     20.150 METERS 14336     |
 CZ2048|---------------------------------------------------------------------|
 CZ2048
 CZ2048                          SUPERSEDED SURVEY CONTROL
 CZ2048
 CZ2048  NAD 83(1986)-  32 49 11.59968(N)    111 42 47.46644(W) AD(       ) 1
 CZ2048  NAD 27      -  32 49 11.38100(N)    111 42 45.00100(W) AD(       ) 1
 CZ2048
 CZ2048.Superseded values are not recommended for survey control.
 CZ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2048.See file dsdata.txt to determine how the superseded data were derived.
 CZ2048
 CZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3324131546(NAD 83)
 CZ2048_MARKER: DS = TRIANGULATION STATION DISK
 CZ2048_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2048
 CZ2048  HISTORY     - Date     Condition        Report By
 CZ2048  HISTORY     - 1935     MONUMENTED       CGS
 CZ2048  HISTORY     - 1959     MARK NOT FOUND   CGS
 CZ2048  HISTORY     - 1960     MARK NOT FOUND   CGS
 CZ2048  HISTORY     - 1966     GOOD             AMS
 CZ2048
 CZ2048                          STATION DESCRIPTION
 CZ2048
 CZ2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ2048'ON THE HIGHEST AND MOST NORTHERN POINT OF THE CASA GRANDE
 CZ2048'MOUNTAINS AND ABOUT 4 MILES SOUTHEAST OF THE TOWN OF CASA
 CZ2048'GRANDE ON THE SOUTHERN PACIFIC RAILROAD.  MARKED BY A STANDARD
 CZ2048'BRONZE DISK.  REFERENCE MARK NO. 1, A
 CZ2048'STANDARD BRONZE REFERENCE DISK IS 9.280 METERS (30.45
 CZ2048'FEET FROM STATION N 71 DEG 30 MIN E.  REFERENCE MARK
 CZ2048'NO. 2, A STANDARD BRONZE REFERENCE DISK IS 20.150
 CZ2048'METERS (66.11 FEET) FROM STATION S 36 DEG 24 MIN E.
 CZ2048'THE AZIMUTH MARK (1936), A STANDARD BRONZE DISK IS
 CZ2048'ABOUT ONE-THIRD MILE FROM STATION N 14 DEG 51 MIN E.
 CZ2048'40 SEC, AND IS SET IN A ROCK OUTCROP ABOUT 100 YARDS WEST
 CZ2048'OF THE END OF TRUCK TRAVEL AND SOUTHWEST OF THE RETAINING
 CZ2048'WALL AT THE TOP OF THE STEEP GRADE.
 CZ2048
 CZ2048                          STATION RECOVERY (1959)
 CZ2048
 CZ2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ2048'STATION MARK WAS NOT RECOVERED, IT IS BELIVED TO HAVE BEEN
 CZ2048'DESTROYED BY TREASURE HUNTERS.  THERE IS NOW A HOLE ABOUT
 CZ2048'2-FEET DEEP WHERE THE STATION MARK WAS.
 CZ2048'
 CZ2048'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN
 CZ2048'GOOD CONDITION.
 CZ2048
 CZ2048                          STATION RECOVERY (1960)
 CZ2048
 CZ2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2048'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND AND IS PRESUMED
 CZ2048'DESTROYED.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION
 CZ2048'AND REFERENCE MARK 2 HAD THE DISK KNOCKED OFF BUT THE STEM
 CZ2048'WAS STILL SOLIDLY EMBEDDED IN THE DRILL HOLE.
 CZ2048'
 CZ2048'CASA GRANDE 2 WAS ESTABLISHED AND THE OLD REFERENCE MARKS
 CZ2048'WERE USED.  REFERENCE MARK 1 WAS RESTAMPED NO 3 1960 AND A
 CZ2048'HOLE WAS PUNCHED IN THE CENTER OF THE STEM FOR REFERENCE
 CZ2048'MARK 2 AND USED AS REFERENCE MARK 4.
 CZ2048
 CZ2048                          STATION RECOVERY (1966)
 CZ2048
 CZ2048'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (MYJ)
 CZ2048'REFERENCE MARK 3 RECOVERED AS DESCRIBED.
 CZ2048'THE DISK IS A COAST AND GEODETIC REF. DISK, STAMPED USGS.
 CZ2048'
 CZ2048'STATION MARK AND AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ2048'
 CZ2048'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2047 ***********************************************************************
 CZ2047  DESIGNATION -  CASA GRANDE 2
 CZ2047  PID         -  CZ2047
 CZ2047  STATE/COUNTY-  AZ/PINAL
 CZ2047  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2047
 CZ2047                         *CURRENT SURVEY CONTROL
 CZ2047  ___________________________________________________________________
 CZ2047* NAD 83(1992)-  32 49 11.59878(N)    111 42 47.47277(W)     ADJUSTED  
 CZ2047* NAVD 88     -       710.82   (+/-2cm)    2332.1    (feet)  VERTCON   
 CZ2047  ___________________________________________________________________
 CZ2047  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ2047  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2047  HORZ ORDER  -  FIRST
 CZ2047  VERT ORDER  -  THIRD ? (See Below)
 CZ2047
 CZ2047.The horizontal coordinates were established by classical geodetic methods
 CZ2047.and adjusted by the National Geodetic Survey in August 1993.
 CZ2047
 CZ2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2047.The vertical order pertains to the NGVD 29 superseded value.
 CZ2047
 CZ2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2047
 CZ2047.The geoid height was determined by GEOID03.
 CZ2047
 CZ2047;                    North         East     Units Scale Factor Converg.
 CZ2047;SPC AZ C     -   201,797.002   232,412.494   MT  0.99990447   +0 06 37.0
 CZ2047;SPC AZ C     -   662,063.65    762,508.18   iFT  0.99990447   +0 06 37.0
 CZ2047;UTM  12      - 3,631,545.261   433,241.301   MT  0.99965495   -0 23 11.6
 CZ2047
 CZ2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2047!SPC AZ C     -   0.99989314  x   0.99990447  =   0.99979762
 CZ2047!UTM  12      -   0.99989314  x   0.99965495  =   0.99954813
 CZ2047
 CZ2047:                Primary Azimuth Mark                     Grid Az
 CZ2047:SPC AZ C     -  CASA GRANDE 2 AZ MK                      064 20 05.9
 CZ2047:UTM  12      -  CASA GRANDE 2 AZ MK                      064 49 54.5
 CZ2047
 CZ2047|---------------------------------------------------------------------|
 CZ2047| PID    Reference Object                     Distance      Geod. Az  |
 CZ2047|                                                           dddmmss.s |
 CZ2047| CH4951 CASA GRANDE 2 AZ MK                                0642642.9 |
 CZ2047| CH4952 CASA GRANDE 2 RM 3                    9.340 METERS 07031     |
 CZ2047| CH4953 CASA GRANDE 2 RM 4                   20.285 METERS 14237     |
 CZ2047|---------------------------------------------------------------------|
 CZ2047
 CZ2047                          SUPERSEDED SURVEY CONTROL
 CZ2047
 CZ2047  NAD 83(1986)-  32 49 11.59315(N)    111 42 47.47364(W) AD(       ) 1
 CZ2047  NAD 27      -  32 49 11.38690(N)    111 42 45.01450(W) AD(       ) 1
 CZ2047  NGVD 29 (07/19/86)  710.25   (m)         2330.2    (f) LEVELING    3  
 CZ2047
 CZ2047.Superseded values are not recommended for survey control.
 CZ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2047.See file dsdata.txt to determine how the superseded data were derived.
 CZ2047
 CZ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3324131545(NAD 83)
 CZ2047_MARKER: DS = TRIANGULATION STATION DISK
 CZ2047_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2047
 CZ2047  HISTORY     - Date     Condition        Report By
 CZ2047  HISTORY     - 1960     MONUMENTED       CGS
 CZ2047  HISTORY     - 1966     GOOD             AMS
 CZ2047  HISTORY     - 1967     GOOD             AMS
 CZ2047
 CZ2047                          STATION DESCRIPTION
 CZ2047
 CZ2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2047'STATION IS LOCATED ON THE HIGHEST POINT OF CASA GRANDE MOUNTAINS
 CZ2047'ABOUT 4 MILES SOUTHEAST OF CASA GRANDE.
 CZ2047'
 CZ2047'REACHED FROM THE POST OFFICE IN CASA GRANDE BY GOING EAST ON
 CZ2047'STATE HIGHWAY 84 FOR 1 BLOCK TO INTERSECTION OF FLORENCE
 CZ2047'STREET.  TURN RIGHT ON FLORENCE STREET AND FOLLOW MACADAM
 CZ2047'ROAD SOUTH FOR 3.8 MILES TO CROSSROADS, TURN LEFT, EAST, AND
 CZ2047'FOLLOW GRADED ROAD FOR 1.0 MILE TO CROSSROADS, CONTINUE STRAIGHT
 CZ2047'AHEAD, EAST, FOR 0.7 MILE TO END OF ROAD AND END OF TRUCK
 CZ2047'TRAVEL.  FROM END OF TRUCK TRAVEL PACK SOUTHEASTERLY UP RIDGE
 CZ2047'TO HIGHEST POINT AND STATION.
 CZ2047'
 CZ2047'STATION MARKS ARE STANDARD DISKS, STAMPED CASA GRANDE 2 1960.
 CZ2047'THE UNDERGROUND MARK IS CEMENTED IN A DRILL HOLE IN BEDROCK
 CZ2047'1.5 FEET BELOW THE GROUND SURFACE.  THE SURFACE MARK IS
 CZ2047'SET IN AN IRREGULAR MASS OF CONCRETE 6 INCHES BELOW THE GROUND
 CZ2047'SURFACE.
 CZ2047'
 CZ2047'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CASA GRANDE
 CZ2047'2 NO 3 1960, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 CZ2047'THE GROUND SURFACE, AND IS THE ORIGINAL R.M. 2 RESTAMPED.
 CZ2047'
 CZ2047'REFERENCE MARK 4 IS THE STEM OF REFERENCE MARK 2 FOR CASA
 CZ2047'GRANDE 1935, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 CZ2047'THE GROUND SURFACE.  A HOLE WAS PUNCHED IN THE CENTER OF THE
 CZ2047'STEM.
 CZ2047'
 CZ2047'THE AZIMUTH SET IN 1935 WAS RECOVERED AND WAS FOUND IN A CULVERT
 CZ2047'HEADWALL OF AN IRRIGATION CANAL AT HIGHWAY NO. 84 NEAR THE
 CZ2047'RAILROAD SIDING OF ARIZOLA.  IT IS STAMPED CASA GRANDE USGS
 CZ2047'1935.
 CZ2047'
 CZ2047'NO DIRECTIONS WERE OBSERVED TO IT AT THIS DATE.
 CZ2047'
 CZ2047'THE AZIMUTH MARK SET IN 1936 WAS REOBSERVED FROM CASA GRANDE
 CZ2047'2 1960, AS INDICATED.  THIS MARK IS LOCATED IN A FENCED-OFF
 CZ2047'AREA THAT WAS ONCE PART OF THE CASA GRANDE MOUNTAIN PARK, AND
 CZ2047'IS A STANDARD DISK CEMENTED IN A DRILL HOLE ON A LARGE ROCK
 CZ2047'OUTCROP ABOVE A LEVELED-OFF SPACE PREVIOUSLY USED AS AN
 CZ2047'OBSERVATION POINT FOR SIGHTSEEING.  A WASHED-OUT ROAD LEADS TO
 CZ2047'THIS POINT, AND IS NOW FENCED OFF FROM THE PRESENT PARK AREA.
 CZ2047
 CZ2047                          STATION RECOVERY (1966)
 CZ2047
 CZ2047'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 CZ2047'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK (1936) WERE
 CZ2047'RECOVERED AS DESCRIBED IN GOOD CONDITION.  AZ. MK. (1935)
 CZ2047'WAS SEARCHED FOR BUT NOT FOUND - ALL CULVERTS IN AREA HAVE
 CZ2047'BEEN REPLACED BY NEW ROAD CONSTRUCTION.
 CZ2047
 CZ2047                          STATION RECOVERY (1967)
 CZ2047
 CZ2047'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 CZ2047'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IS STAMPED AS
 CZ2047'INDICATED ABOVE.
 CZ2047'
 CZ2047'THE FOLLOWING CORRECTION IS NOTED FOR REFERENCE MARK 3--
 CZ2047'
 CZ2047'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CASA GRANDE 2 NO 3 1960
 CZ2047'USGS, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 CZ2047'SURFACE, AND IS THE ORIGINAL REFERENCE MARK 1 RESTAMPED.
 CZ2047'
 CZ2047'REFERENCE MARK 4 IS THE STEM OF REFERENCE MARK 2 FOR CASA GRANDE
 CZ2047'1935, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 CZ2047'SURFACE.  A HOLE IS PUNCHED IN THE CENTER OF THE STEM.
 CZ2047'
 CZ2047'DISTANCE AS CHECKED FROM STATION MARK TO REFERENCE MARK 4--
 CZ2047'
 CZ2047'HORIZONTAL 19.950 METERS
 CZ2047'SLOPE 20.100 METERS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2292 ***********************************************************************
 CZ2292  DESIGNATION -  CASA GRANDE ATT MICROWAVE TWR
 CZ2292  PID         -  CZ2292
 CZ2292  STATE/COUNTY-  AZ/PINAL
 CZ2292  USGS QUAD   -  CHUICHU (1992)
 CZ2292
 CZ2292                         *CURRENT SURVEY CONTROL
 CZ2292  ___________________________________________________________________
 CZ2292* NAD 83(1992)-  32 51 56.65902(N)    111 49 45.50945(W)     ADJUSTED  
 CZ2292* NAVD 88     -              **(meters)            **(feet)            
 CZ2292  ___________________________________________________________________
 CZ2292  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CZ2292  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2292  HORZ ORDER  -  THIRD
 CZ2292
 CZ2292.The horizontal coordinates were established by classical geodetic methods
 CZ2292.and adjusted by the National Geodetic Survey in August 1993.
 CZ2292
 CZ2292
 CZ2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2292
 CZ2292.The geoid height was determined by GEOID03.
 CZ2292
 CZ2292;                    North         East     Units Scale Factor Converg.
 CZ2292;SPC AZ C     -   206,866.388   221,535.458   MT  0.99990082   +0 02 50.7
 CZ2292;SPC AZ C     -   678,695.50    726,822.37   iFT  0.99990082   +0 02 50.7
 CZ2292;UTM  12      - 3,636,707.606   422,411.240   MT  0.99967423   -0 27 00.2
 CZ2292
 CZ2292                          SUPERSEDED SURVEY CONTROL
 CZ2292
 CZ2292  NAD 83(1986)-  32 51 56.65274(N)    111 49 45.51103(W) AD(       ) 4
 CZ2292  NAD 27      -  32 51 56.46163(N)    111 49 43.03706(W) AD(       ) 3
 CZ2292
 CZ2292.Superseded values are not recommended for survey control.
 CZ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2292.See file dsdata.txt to determine how the superseded data were derived.
 CZ2292
 CZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2241136708(NAD 83)
 CZ2292_MARKER: 45 = MICROWAVE TOWER
 CZ2292
 CZ2292  HISTORY     - Date     Condition        Report By
 CZ2292  HISTORY     - 1971     FIRST OBSERVED   NGS
 CZ2292
 CZ2292                          STATION DESCRIPTION
 CZ2292
 CZ2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2292'THE POINT INTERSECTED IS THE RED LIGHT ATOP THE CASA GRANDE, AMERICAN
 CZ2292'TELEPHONE AND TELEGRAPH MICROWAVE TOWER, WAD 44 THAT IS LOCATED
 CZ2292'ABOUT 8 MILES EAST OF STANFIELD, 4 MILES WEST OF CASA GRANDE, 2
 CZ2292'MILES NORTH OF INTERSTATE HIGHWAY 8, 1 MILE SOUTH OF STATE HIGHWAY
 CZ2292'84 AND JUST WEST OF BIANCO ROAD.  THE TOWER IS A FOUR LEGGED
 CZ2292'STEEL STRUCTURE PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 CZ2292'WITH TWO FAN SHAPED ANTENNAS LOCATED ABOUT 200 FEET HIGH ON
 CZ2292'THE EAST SIDE AND TWO FAN SHAPED ANTENNAS LOCATED NEAR THE TOP
 CZ2292'OF THE NORTH SIDE.  IT IS 293 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1020 ***********************************************************************
 CZ1020  DESIGNATION -  CASA GRANDE AZ MK 3
 CZ1020  PID         -  CZ1020
 CZ1020  STATE/COUNTY-  AZ/PINAL
 CZ1020  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1020
 CZ1020                         *CURRENT SURVEY CONTROL
 CZ1020  ___________________________________________________________________
 CZ1020* NAD 83(1986)-  32 50 05.     (N)    111 41 20.     (W)     SCALED    
 CZ1020* NAVD 88     -       443.310  (meters)    1454.43   (feet)  ADJUSTED  
 CZ1020  ___________________________________________________________________
 CZ1020  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1020  DYNAMIC HT  -         442.764 (meters)    1452.63  (feet)  COMP
 CZ1020  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 CZ1020  OBS GRAVITY -     979,393.3   (mgal)                       GRAV_OBS
 CZ1020
 CZ1020  VERT ORDER  -  FIRST     CLASS II
 CZ1020
 CZ1020.The horizontal coordinates were scaled from a topographic map and have
 CZ1020.an estimated accuracy of +/- 6 seconds.
 CZ1020
 CZ1020.The orthometric height was determined by differential leveling
 CZ1020.and adjusted in November 1993.
 CZ1020
 CZ1020.The geoid height was determined by GEOID03.
 CZ1020
 CZ1020.The dynamic height is computed by dividing the NAVD 88
 CZ1020.geopotential number by the normal gravity value computed on the
 CZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1020.degrees latitude (g = 980.6199 gals.).
 CZ1020
 CZ1020.The modeled gravity was interpolated from observed gravity values.
 CZ1020.The observed gravity was obtained from relative gravimeter ties
 CZ1020.to the IGSN71 gravity network.
 CZ1020
 CZ1020;                    North         East    Units  Estimated Accuracy
 CZ1020;SPC AZ C     -   203,450.      234,680.      MT  (+/- 180 meters Scaled)
 CZ1020
 CZ1020                          SUPERSEDED SURVEY CONTROL
 CZ1020
 CZ1020  NAVD 88 (06/15/91)  443.317  (m)         1454.45   (f) UNKNOWN     1 2
 CZ1020  NGVD 29 (??/??/92)  442.837  (m)         1452.87   (f) ADJ UNCH    1 2
 CZ1020
 CZ1020.Superseded values are not recommended for survey control.
 CZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1020.See file dsdata.txt to determine how the superseded data were derived.
 CZ1020
 CZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB355331(NAD 83)
 CZ1020_MARKER: DR = REFERENCE MARK DISK
 CZ1020_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ1020_SP_SET: RETAINING WALL
 CZ1020_STAMPING: CASA GRANDE U.S.G.S. AZIMUTH NO.3 1935
 CZ1020_MARK LOGO: CGS   
 CZ1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1020+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1020
 CZ1020  HISTORY     - Date     Condition        Report By
 CZ1020  HISTORY     - 1935     MONUMENTED       CGS
 CZ1020  HISTORY     - 1967     GOOD             NGS
 CZ1020  HISTORY     - 1980     GOOD             NGS
 CZ1020  HISTORY     - 1980     GOOD             NGS
 CZ1020  HISTORY     - 1984     GOOD             NGS
 CZ1020  HISTORY     - 19911205 GOOD             NGS
 CZ1020  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1020
 CZ1020                          STATION DESCRIPTION
 CZ1020
 CZ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1020'4.85 MI SE FROM CASA GRANDE.
 CZ1020'ABOUT 4.85 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1020'THE STATION AT CASA GRANDE, IN S 2, T 7 S, R 6 E, 0.2 MILE NORTHWEST
 CZ1020'OF THE RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 10, 4 1/2 POLES
 CZ1020'SOUTHEAST OF BENCH MARK W 278=1450(USGS), AT THE CROSSING OF THE
 CZ1020'RAILROAD AND AN IRRIGATION CANAL, AT THE JUNCTION OF TWO IRRIGATION
 CZ1020'CANALS, 103 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 42 FEET
 CZ1020'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANE FOR STATE
 CZ1020'HIGHWAY 84, SET IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL FOR THE
 CZ1020'FOUNDATION OF THE HEADGATE IN THE IRRIGATION CANAL LEADING NORTHWEST,
 CZ1020'10 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH IS ON THE
 CZ1020'NORTHWEST LEVEE OF AN IRRIGATION CANAL, 3.7 FEET SOUTHEAST OF A
 CZ1020'VERTICAL SECTION OF RAIL PROJECTING 3 FEET, AND ABOUT 3 FEET BELOW THE
 CZ1020'LEVEL OF THE TRACKS.
 CZ1020
 CZ1020                          STATION RECOVERY (1980)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1020'RECOVERED IN GOOD CONDITION.
 CZ1020
 CZ1020                          STATION RECOVERY (1980)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1020'RECOVERED IN GOOD CONDITION.
 CZ1020
 CZ1020                          STATION RECOVERY (1984)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1020'RECOVERED IN GOOD CONDITION.
 CZ1020
 CZ1020                          STATION RECOVERY (1991)
 CZ1020
 CZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1020'8.2 KM (5.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1020'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1020'BOULEVARD) IN CASA GRANDE, IN TOP OF AND 1.0 M (3.3 FT) SOUTHEAST OF
 CZ1020'THE NORTHWEST END OF A CONCRETE RETAINING WALL BETWEEN TWO HEAD GATES
 CZ1020'AT THE T-JUNCTION OF TWO CANALS, 20.4 M (66.9 FT) SOUTHWEST OF THE
 CZ1020'HIGHWAY CENTERLINE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 CZ1020'HIGHWAY.
 CZ1020
 CZ1020                          STATION RECOVERY (2007)
 CZ1020
 CZ1020'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4205 ***********************************************************************
 DH4205  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4205  DESIGNATION -  CASA GRANDE CAC
 DH4205  PID         -  DH4205
 DH4205  STATE/COUNTY-  AZ/PINAL
 DH4205  USGS QUAD   -  CASA GRANDE EAST (1992)
 DH4205
 DH4205                         *CURRENT SURVEY CONTROL
 DH4205  ___________________________________________________________________
 DH4205* NAD 83(2007)-  32 57 31.03544(N)    111 39 13.87743(W)     ADJUSTED  
 DH4205* NAVD 88     -       451.46   (meters)    1481.2    (feet)  GPS OBS   
 DH4205  ___________________________________________________________________
 DH4205  EPOCH DATE  -        2007.00
 DH4205  X           -  -1,976,844.505 (meters)                     COMP
 DH4205  Y           -  -4,979,260.242 (meters)                     COMP
 DH4205  Z           -   3,450,338.293 (meters)                     COMP
 DH4205  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DH4205  ELLIP HEIGHT-         421.485 (meters)          (04/23/08) ADJUSTED
 DH4205  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DH4205  HORZ ORDER  -  B
 DH4205  ELLP ORDER  -  FOURTH    CLASS I
 DH4205
 DH4205.The horizontal coordinates were established by GPS observations
 DH4205.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DH4205
 DH4205.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4205.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4205.The horizontal coordinates are valid at the epoch date displayed above.
 DH4205.The epoch date for horizontal control is a decimal equivalence
 DH4205.of Year/Month/Day.
 DH4205
 DH4205.The orthometric height was determined by GPS observations and a
 DH4205.high-resolution geoid model.
 DH4205.The orthometric height was determined by GPS observations and a
 DH4205.high-resolution geoid model using precise GPS observation and
 DH4205.processing techniques.
 DH4205
 DH4205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4205
 DH4205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4205
 DH4205.The ellipsoidal height was determined by GPS observations
 DH4205.and is referenced to NAD 83.
 DH4205
 DH4205.The geoid height was determined by GEOID03.
 DH4205
 DH4205;                    North         East     Units Scale Factor Converg.
 DH4205;SPC AZ C     -   217,193.552   237,929.646   MT  0.99990744   +0 08 34.7
 DH4205;SPC AZ C     -   712,577.27    780,609.07   iFT  0.99990744   +0 08 34.7
 DH4205;UTM  12      - 3,646,889.377   438,890.564   MT  0.99964604   -0 21 20.6
 DH4205
 DH4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4205!SPC AZ C     -   0.99993383  x   0.99990744  =   0.99984128
 DH4205!UTM  12      -   0.99993383  x   0.99964604  =   0.99957989
 DH4205
 DH4205                          SUPERSEDED SURVEY CONTROL
 DH4205
 DH4205.No superseded survey control is available for this station.
 DH4205
 DH4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3889146889(NAD 83)
 DH4205_MARKER: DG = GRAVITY STATION DISK
 DH4205_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH4205+WITH SETTING: PAVEMENT
 DH4205_SP_SET: SET IN CONCRETE SLAB
 DH4205_STAMPING: CASA GRANDE CAC 2001
 DH4205_MARK LOGO: NGS   
 DH4205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4205+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DH4205
 DH4205  HISTORY     - Date     Condition        Report By
 DH4205  HISTORY     - 2001     MONUMENTED       NGS
 DH4205  HISTORY     - 20031118 GOOD             NGS
 DH4205  HISTORY     - 20060830 GOOD             PSOMAS
 DH4205
 DH4205                          STATION DESCRIPTION
 DH4205
 DH4205'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DH4205'THE STATION IS LOCATED AT THE ASTRONOMY OBSERVATORY AT CENTRAL ARIZONA
 DH4205'COLLEGE, COOLIDGE, AZ.  IT IS 7.3 MI W OF COOLIDGE AND 7.9 MI NE OF
 DH4205'CITY HALL IN CASA GRANDE.  TO ACCESS FROM EXIT 190 OF INTERSTATE 10,
 DH4205'GO E ON MACCARTNEY ROAD FOR 2.9 MI.  TURN N (LEFT) ONTO OVERFIELD ROAD
 DH4205'AND GO 1.0 MI.  CONTINUE N INTO CAMPUS FOR 0.2 MI.  BEAR E (RIGHT)
 DH4205'THEN N AROUND PARKING LOT FOR 0.4 MI.  TURN W (LEFT) AND GO PASS
 DH4205'SERVICE YARD FOR 0.3 MI TO OBSERVATORY ON W SIDE OF BLDG S.  STATION
 DH4205'IS OUTSIDE OBSERVATORY, 6.5 M NNE OF NNE RAIL (FOR SLIDING ROOF) OF
 DH4205'OBSERVATORY, 3.8 M SSW OF IRON FENCE, 13.6 M WSW OF WSW SIDE OF
 DH4205'STORAGE BLDG (ATTACHED TO SMALL TELESCOPE BLDG) AND 10.5 M W OF DISH
 DH4205'ANTENNA POST.  CONTACT IS WAYNE PRIOR AT 520-426-4351.  S 1/2, SE, NE,
 DH4205'NE, SE, SEC 29, T5S R7E.  NN 895.
 DH4205
 DH4205                          STATION RECOVERY (2006)
 DH4205
 DH4205'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006
 DH4205'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF CASA GRANDE,
 DH4205'8.1 MI (13.0 KM) WEST OF COOLIDGE AND 6.5 MI (10.5 KM) SOUTHWEST OF
 DH4205'BLACKWATER IN S1/2, SE, NE, NE, SE, SECTION 29, T 5 S, R 7 E, GILA AND
 DH4205'SALT RIVER MERIDIAN.
 DH4205' 
 DH4205'THE STATION IS LOCATED AT THE ASTRONOMY OBSERVATORY AT CENTRAL
 DH4205'COLLEGE, COOLIDGE, ARIZONA.  IT IS 7.3 MI (11.7 KM) WEST OF COOLIDGE
 DH4205'AND 7.9 MI (12.7 KM) NORTHEAST OF CASA GRANDE CITY HALL.  TO ACCESS
 DH4205'FROM EXIT 190 OF INTERSTATE 10, GO EAST ON MCCARTNEY ROAD FOR 2.9 MI
 DH4205'(4.7 KM).  TURN NORTH (LEFT) ONTO OVERFIELD ROAD AND GO 1.0 MI (1.6
 DH4205'KM).  CONTINUE NORTH INTO CAMPUS FOR 0.2 MI (0.3 KM).  BEAR EAST
 DH4205'(RIGHT) THEN NORTH AROUND PARKING LOT FOR 0.4 MI (0.6 KM).  TURN WEST
 DH4205'(LEFT) AND GO PAST SERVICE YARD FOR 0.3 MI (0.5 KM) TO OBSERVATORY ON
 DH4205'WEST SIDE OF BUILDING.  STATION IS OUTSIDE OBSERVATORY, 6.5 M (21.3
 DH4205'FT) NORTH-NORTHEAST OF NORTH-NORTHEAST RAIL (FOR SLIDING ROOF) OF
 DH4205'OBSERVATORY, 3.8 M (12.5 FT) SOUTH-SOUTHWEST OF IRON FENCE, 13.6 M
 DH4205'(44.6 FT) WEST-SOUTHWEST OF WEST-SOUTHWEST SIDE OF STORAGE BUILDING
 DH4205'(ATTACHED TO SMALL TELESCOPE BUILDING) AND 10.5 M (34.4 FT) WEST OF
 DH4205'DISH ANTENNA POST.  CONTACT IS WAYNE PRIOR AT 520-426-4351.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2044 ***********************************************************************
 CZ2044  DESIGNATION -  CASA GRANDE MOUNTAIN
 CZ2044  PID         -  CZ2044
 CZ2044  STATE/COUNTY-  AZ/PINAL
 CZ2044  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2044
 CZ2044                         *CURRENT SURVEY CONTROL
 CZ2044  ___________________________________________________________________
 CZ2044* NAD 83(1992)-  32 48 49.81405(N)    111 42 34.76983(W)     ADJUSTED  
 CZ2044* NAVD 88     -              **(meters)            **(feet)            
 CZ2044  ___________________________________________________________________
 CZ2044  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CZ2044  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2044  HORZ ORDER  -  THIRD
 CZ2044
 CZ2044.The horizontal coordinates were established by classical geodetic methods
 CZ2044.and adjusted by the National Geodetic Survey in August 1993.
 CZ2044
 CZ2044
 CZ2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2044
 CZ2044.The geoid height was determined by GEOID03.
 CZ2044
 CZ2044;                    North         East     Units Scale Factor Converg.
 CZ2044;SPC AZ C     -   201,126.611   232,744.202   MT  0.99990463   +0 06 43.8
 CZ2044;SPC AZ C     -   659,864.21    763,596.46   iFT  0.99990463   +0 06 43.8
 CZ2044;UTM  12      - 3,630,872.187   433,567.103   MT  0.99965442   -0 23 04.5
 CZ2044
 CZ2044                          SUPERSEDED SURVEY CONTROL
 CZ2044
 CZ2044  NAD 83(1986)-  32 48 49.81397(N)    111 42 34.77404(W) AD(       ) 4
 CZ2044  NAD 27      -  32 48 49.61000(N)    111 42 32.33000(W) AD(       ) 3
 CZ2044
 CZ2044.Superseded values are not recommended for survey control.
 CZ2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2044.See file dsdata.txt to determine how the superseded data were derived.
 CZ2044
 CZ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3356730872(NAD 83)
 CZ2044_MARKER: 03 = MOUNTAIN PEAK
 CZ2044
 CZ2044  HISTORY     - Date     Condition        Report By
 CZ2044  HISTORY     - 1920     FIRST OBSERVED   CGS
 CZ2044
 CZ2044                          STATION DESCRIPTION
 CZ2044
 CZ2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CZ2044'THE HIGHEST SUMMIT OF CASA GRANDE MOUNTAIN THAT IS JUST SOUTH
 CZ2044'OF THE TOWN OF CASA GRANDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2269 ***********************************************************************
 CZ2269  DESIGNATION -  CASA GRANDE MUNICIPAL TANK
 CZ2269  PID         -  CZ2269
 CZ2269  STATE/COUNTY-  AZ/PINAL
 CZ2269  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2269
 CZ2269                         *CURRENT SURVEY CONTROL
 CZ2269  ___________________________________________________________________
 CZ2269* NAD 83(1992)-  32 52 36.09237(N)    111 45 08.27205(W)     ADJUSTED  
 CZ2269* NAVD 88     -              **(meters)            **(feet)            
 CZ2269  ___________________________________________________________________
 CZ2269  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ2269  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2269  HORZ ORDER  -  THIRD
 CZ2269
 CZ2269.The horizontal coordinates were established by classical geodetic methods
 CZ2269.and adjusted by the National Geodetic Survey in August 1993.
 CZ2269
 CZ2269
 CZ2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2269
 CZ2269.The geoid height was determined by GEOID03.
 CZ2269
 CZ2269;                    North         East     Units Scale Factor Converg.
 CZ2269;SPC AZ C     -   208,089.650   228,740.602   MT  0.99990292   +0 05 21.2
 CZ2269;SPC AZ C     -   682,708.83    750,461.29   iFT  0.99990292   +0 05 21.2
 CZ2269;UTM  12      - 3,637,867.984   429,625.045   MT  0.99966107   -0 24 30.2
 CZ2269
 CZ2269                          SUPERSEDED SURVEY CONTROL
 CZ2269
 CZ2269  NAD 83(1986)-  32 52 36.08662(N)    111 45 08.27322(W) AD(       ) 4
 CZ2269  NAD 27      -  32 52 35.88400(N)    111 45 05.80300(W) AD(       ) 3
 CZ2269
 CZ2269.Superseded values are not recommended for survey control.
 CZ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2269.See file dsdata.txt to determine how the superseded data were derived.
 CZ2269
 CZ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2962537868(NAD 83)
 CZ2269_MARKER: 53 = ELEVATED TANK
 CZ2269
 CZ2269  HISTORY     - Date     Condition        Report By
 CZ2269  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2269  HISTORY     - 1962     GOOD             CGS
 CZ2269
 CZ2269                          STATION DESCRIPTION
 CZ2269
 CZ2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2269'THE STATION IS LOCATED IN THE CENTER OF CASA GRANDE AND IS
 CZ2269'IN THE NORTHEAST ANGLE OF NORTH MARSHALL STREET AND EAST 2ND
 CZ2269'STREET.
 CZ2269'
 CZ2269'STATION IS A TANK SUPPORTED BY 4 LEGS, PAINTED GREEN AND IS
 CZ2269'ABOUT 120 FEET HIGH.
 CZ2269'
 CZ2269'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2045 ***********************************************************************
 CZ2045  DESIGNATION -  CASA GRANDE RAD STA KPIN MAST
 CZ2045  PID         -  CZ2045
 CZ2045  STATE/COUNTY-  AZ/PINAL
 CZ2045  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2045
 CZ2045                         *CURRENT SURVEY CONTROL
 CZ2045  ___________________________________________________________________
 CZ2045* NAD 83(1992)-  32 51 49.67248(N)    111 43 55.96688(W)     ADJUSTED  
 CZ2045* NAVD 88     -              **(meters)            **(feet)            
 CZ2045  ___________________________________________________________________
 CZ2045  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CZ2045  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2045  HORZ ORDER  -  THIRD
 CZ2045
 CZ2045.The horizontal coordinates were established by classical geodetic methods
 CZ2045.and adjusted by the National Geodetic Survey in August 1993.
 CZ2045
 CZ2045
 CZ2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2045
 CZ2045.The geoid height was determined by GEOID03.
 CZ2045
 CZ2045;                    North         East     Units Scale Factor Converg.
 CZ2045;SPC AZ C     -   206,662.877   230,622.509   MT  0.99990367   +0 06 00.3
 CZ2045;SPC AZ C     -   678,027.81    756,635.53   iFT  0.99990367   +0 06 00.3
 CZ2045;UTM  12      - 3,636,425.275   431,494.036   MT  0.99965787   -0 23 50.4
 CZ2045
 CZ2045                          SUPERSEDED SURVEY CONTROL
 CZ2045
 CZ2045  NAD 83(1986)-  32 51 49.66681(N)    111 43 55.96824(W) AD(       ) 4
 CZ2045  NAD 27      -  32 51 49.46400(N)    111 43 53.50300(W) AD(       ) 3
 CZ2045
 CZ2045.Superseded values are not recommended for survey control.
 CZ2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2045.See file dsdata.txt to determine how the superseded data were derived.
 CZ2045
 CZ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3149436425(NAD 83)
 CZ2045_MARKER: 42 = RADIO/TV MAST
 CZ2045
 CZ2045  HISTORY     - Date     Condition        Report By
 CZ2045  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2045  HISTORY     - 1962     GOOD             CGS
 CZ2045  HISTORY     - 1968     GOOD             AMS
 CZ2045  HISTORY     - 1971     GOOD             NGS
 CZ2045
 CZ2045                          STATION DESCRIPTION
 CZ2045
 CZ2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2045'THE STATION, A SINGLE COLUMN STEEL STRUCTURE SET IN CONCRETE IS
 CZ2045'PAINTED ALTERNATELY RED AND WHITE.  IT HAS AN OVER-ALL HEIGHT
 CZ2045'OF 135 FEET AND THE RED FLASHER LIGHT AT THE TOP WAS THE
 CZ2045'POINT OBSERVED UPON.
 CZ2045'
 CZ2045'TO REACH THE STATION FROM THE POST OFFICE AT CASA GRANDE GO
 CZ2045'EAST ON STATE HIGHWAY 84 FOR 1.7 MILES TO THE STATION ON THE
 CZ2045'LEFT.
 CZ2045
 CZ2045                          STATION RECOVERY (1962)
 CZ2045
 CZ2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2045'THE STATION IS LOCATED IN THE EAST PART OF CASA GRANDE AND IS
 CZ2045'ABOUT 100 YARDS NORTH OF STATE HIGHWAYS 84 AND 93.
 CZ2045'
 CZ2045'STATION IS A STEEL MAST, PAINTED RED AND WHITE AND IS 208 FEET
 CZ2045'HIGH.
 CZ2045'
 CZ2045'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ2045'EAST AND SOUTHEAST ON STATE HIGHWAYS 84 AND 93 FOR 1.8 MILES
 CZ2045'TO THE STATION ON THE LEFT.
 CZ2045'
 CZ2045'POINT INTERSECTED WAS THE TOP CENTER OF TOWER.
 CZ2045
 CZ2045                          STATION RECOVERY (1968)
 CZ2045
 CZ2045'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2045'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2045'ADEQUATE.
 CZ2045
 CZ2045                          STATION RECOVERY (1971)
 CZ2045
 CZ2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2045'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1800 ***********************************************************************
 CZ1800  DESIGNATION -  CASCA
 CZ1800  PID         -  CZ1800
 CZ1800  STATE/COUNTY-  AZ/COCHISE
 CZ1800  USGS QUAD   -  SOZA MESA (1981)
 CZ1800
 CZ1800                         *CURRENT SURVEY CONTROL
 CZ1800  ___________________________________________________________________
 CZ1800* NAD 83(1992)-  32 16 42.29819(N)    110 21 16.42510(W)     ADJUSTED  
 CZ1800* NAVD 88     -      1003.7    (meters)    3293.     (feet)  VERTCON   
 CZ1800  ___________________________________________________________________
 CZ1800  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CZ1800  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CZ1800  HORZ ORDER  -  SECOND
 CZ1800
 CZ1800.The horizontal coordinates were established by classical geodetic methods
 CZ1800.and adjusted by the National Geodetic Survey in August 1993.
 CZ1800
 CZ1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1800
 CZ1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1800
 CZ1800.The geoid height was determined by GEOID03.
 CZ1800
 CZ1800;                    North         East     Units Scale Factor Converg.
 CZ1800;SPC AZ E     -   141,752.794   195,660.747   MT  0.99990386   -0 06 01.2
 CZ1800;SPC AZ E     -   465,068.22    641,931.58   iFT  0.99990386   -0 06 01.2
 CZ1800;SPC AZ C     -   142,808.723   360,513.526   MT  1.00016696   +0 50 03.7
 CZ1800;SPC AZ C     -   468,532.56  1,182,787.16   iFT  1.00016696   +0 50 03.7
 CZ1800;UTM  12      - 3,571,479.533   560,780.634   MT  0.99964556   +0 20 40.9
 CZ1800
 CZ1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1800!SPC AZ E     -   0.99984678  x   0.99990386  =   0.99975066
 CZ1800!SPC AZ C     -   0.99984678  x   1.00016696  =   1.00001372
 CZ1800!UTM  12      -   0.99984678  x   0.99964556  =   0.99949240
 CZ1800
 CZ1800:                Primary Azimuth Mark                     Grid Az
 CZ1800:SPC AZ E     -  CASCA AZ MK                              184 36 24.6
 CZ1800:SPC AZ C     -  CASCA AZ MK                              183 40 19.7
 CZ1800:UTM  12      -  CASCA AZ MK                              184 09 42.5
 CZ1800
 CZ1800|---------------------------------------------------------------------|
 CZ1800| PID    Reference Object                     Distance      Geod. Az  |
 CZ1800|                                                           dddmmss.s |
 CZ1800| CC7106 CASCA AZ MK                                        1843023.4 |
 CZ1800| CC7107 CASCA RM 1                            9.862 METERS 20155     |
 CZ1800| CC7108 CASCA RM 2                           10.730 METERS 28918     |
 CZ1800|---------------------------------------------------------------------|
 CZ1800
 CZ1800                          SUPERSEDED SURVEY CONTROL
 CZ1800
 CZ1800  NAD 83(1986)-  32 16 42.29376(N)    110 21 16.42126(W) AD(       ) 2
 CZ1800  NAD 27      -  32 16 42.02600(N)    110 21 14.14900(W) AD(       ) 2
 CZ1800  NGVD 29 (07/19/86) 1003.0    (m)         3291.     (f) VERT ANG    3  
 CZ1800
 CZ1800.Superseded values are not recommended for survey control.
 CZ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1800.See file dsdata.txt to determine how the superseded data were derived.
 CZ1800
 CZ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6078171480(NAD 83)
 CZ1800_MARKER: DS = TRIANGULATION STATION DISK
 CZ1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1800
 CZ1800  HISTORY     - Date     Condition        Report By
 CZ1800  HISTORY     - 1946     MONUMENTED       CGS
 CZ1800  HISTORY     - 1947     GOOD             CGS
 CZ1800  HISTORY     - 1956     GOOD             USE
 CZ1800  HISTORY     - 1967     GOOD             CGS
 CZ1800
 CZ1800                          STATION DESCRIPTION
 CZ1800
 CZ1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1800'STATION BUILT BUT WAS NOT USED BY PARTY OF C.A. EGNER IN
 CZ1800'1946.  DESCRIPTION BELOW COMPILED FROM RECONNAISSANCE DESCRIPTION
 CZ1800'AND BUILDERS NOTES.
 CZ1800'
 CZ1800'STATION LOCATED ABOUT 21-1/2 MILES, AIRLINE, NNW OF BENSON
 CZ1800'AND ABOUT 5-1/2 MILES, AIRLINE, NW OF THE JUNCTION OF THE
 CZ1800'REDINGTON AND WILLCOX ROADS, ON THE E SIDE OF THE SAN PEDRO
 CZ1800'RIVER.  IT IS ABOUT 0.2 MILE, AIRLINE, E OF THE REDINGTON
 CZ1800'ROAD, ON TOP OF A RIDGE.
 CZ1800'
 CZ1800'TO REACH FROM THE POST OFFICE IN BENSON, GO E TOWARD WILLCOX
 CZ1800'ON STATE HIGHWAY 86 FOR 1.4 MILES (0.45 MILE AFTER CROSSING
 CZ1800'SAN PEDRO RIVER BRIDGE) TO A T-INTERSECTION.  TURN LEFT, N,
 CZ1800'CROSS CATTLE GUARD, AND FOLLOW MACADAM ROAD 3 MILES TO STORE AND
 CZ1800'POST OFFICE IN POMERENE.  TURN LEFT AND GO 0.25 MILE.  TURN
 CZ1800'RIGHT AND FOLLOW MAIN TRAVELED ROAD 17.2 MILES TO A
 CZ1800'T-INTERSECTION (THE JUNCTION OF THE REDINGTON AND WILLCOX ROADS).
 CZ1800'CONTINUE AHEAD ON REDINGTON ROAD 4.8 MILES TO CATTLE GUARD
 CZ1800'ON S SIDE OF WASH.  CROSS CATTLE GUARD AND WASH AND CONTINUE
 CZ1800'ON MAIN TRAVELED ROAD 1.2 MILES (THIS IS 0.65 MILE
 CZ1800'BEFORE REACHING THE MAIL BOX AND ENTRANCE TO THE BIDEGAIN
 CZ1800'RANCH).  HERE TURN RIGHT OFF ROAD AND FOLLOW UP TO THE TOP
 CZ1800'OF RIDGE, THEN MAKE A WIDE HORSESHOE TURN TO THE LEFT OVER
 CZ1800'TO THE NEXT RIDGE TO N AND STATION, A DISTANCE OF 0.55
 CZ1800'MILE FROM THE ROAD.  STATION SITE CAN BE SEEN FROM ROAD.
 CZ1800'
 CZ1800'STATION MARK IS A BRONZE STATION DISK, STAMPED CASCA 1946,
 CZ1800'AND SET IN A 12-INCH-SQUARE CONCRETE POST PROJECTING 2 INCHES
 CZ1800'ABOVE GROUND.  IT IS ABOUT 100 YARDS E OF THE W END OF THE
 CZ1800'RIDGE, AND 7 PACES S OF THE N SIDE OF RIDGE.
 CZ1800'
 CZ1800'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN 10-INCH-SQUARE
 CZ1800'CONCRETE MONUMENTS PROJECTING 2 INCHES ABOVE GROUND.  REFERENCE
 CZ1800'MARKS ARE STAMPED CASCA NO 1 1946 AND CASCA NO 2 1946,
 CZ1800'RESPECTIVELY.  REFERENCE MARK 1 IS 10 PACES S OF STATION.
 CZ1800'REFERENCE MARK 2 IS 10 PACES W OF STATION.
 CZ1800'
 CZ1800'THE AZIMUTH MARK IS 3/4 MILES SE OF STATION, 0.9 MILE PAST
 CZ1800'LAST CATTLE GUARD MENTIONED ABOVE, AT WITNESS POST ON W SIDE
 CZ1800'OF ROAD.  IT IS A BRONZE AZIMUTH DISK, STAMPED CASCA 1946, AND
 CZ1800'SET IN 10-INCH-SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 CZ1800'ABOVE GROUND.
 CZ1800'
 CZ1800'THE UNDERGROUND MARK IS 29 INCHES BELOW THE GROUND SURFACE.
 CZ1800'IT IS A BRONZE STATION DISK, STAMPED CASCA 1946.
 CZ1800'
 CZ1800'A 4-FOOT SIGNAL ERECTED.
 CZ1800'
 CZ1800'NOT OCCUPIED.
 CZ1800
 CZ1800                          STATION RECOVERY (1947)
 CZ1800
 CZ1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1800'THE STATION IS LOCATED ABOUT 21.5 MILES AIR LINE NORTH-NORTHWEST
 CZ1800'OF BENSON, ABOUT 5.5 MILES AIR LINE NORTHWEST OF THE JUNCTION
 CZ1800'OF THE REDINGTON AND WILLCOX ROADS, ON THE EAST SIDE OF THE
 CZ1800'SAN PEDRO RIVER.  IT IS ABOUT 0.2 MILE AIR LINE EAST OF THE
 CZ1800'REDINGTON ROAD ON TOP OF A EAST-WEST RIDGE WITH HIGHER GROUND
 CZ1800'FARTHER TO THE EAST, 25 FEET SOUTH OF THE NORTH BRIM, 6 FEET
 CZ1800'SOUTHEAST OF A 4 X 4 WITNESS POST, PROJECTS 2 INCHES AND IS
 CZ1800'STAMPED CASCA 1946.
 CZ1800'
 CZ1800'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN
 CZ1800'STATION, 54 FEET SOUTH OF THE NORTH BRIM, PROJECTS 2 INCHES
 CZ1800'AND IS STAMPED CASCA NO 1 1946.
 CZ1800'
 CZ1800'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1800'STATION, 10 FEET SOUTH OF THE NORTH BRIM, SET FLUSH AND IS
 CZ1800'STAMPED CASCA NO 2 1946.
 CZ1800'
 CZ1800'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, AT
 CZ1800'THE TOP OF A SLIGHT KNOLL ABOUT 50 YARDS SOUTH OF A STEEP
 CZ1800'GRADE DOWN INTO A WASH, 27 FEET EAST OF A FENCE LINE, 21
 CZ1800'FEET WEST OF THE CENTER LINE OF ROAD, 4 FEET NORTH OF A 4 X 4
 CZ1800'WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED CASCA 1946.
 CZ1800'
 CZ1800'TO REACH FROM THE POST OFFICE IN BENSON.  GO EAST ON STATE
 CZ1800'ROUTE 86 TOWARD WILLCOX FOR 1.2 MILE (THIS IS 0.3 MILE AFTER
 CZ1800'CROSSING SAN PEDRO RIVER) TO A T INTERSECTION.  TURN LEFT
 CZ1800'(N) ACROSS CATTLE GUARD AND FOLLOW HARD SURFACED ROAD FOR
 CZ1800'3.2 MILES TO STORE AND POST OFFICE IN POMERENE.  TURN LEFT
 CZ1800'AND GO 0.25 MILE TO A POINT WHERE MAIN ROAD TURNS RIGHT.  TURN
 CZ1800'RIGHT (N) AND GO 17.7 MILES FOLLOWING THE MAIN ROAD TO THE
 CZ1800'INTERSECTION OF THE REDINGTON AND WILLCOX ROADS.  CONTINUE
 CZ1800'STRAIGHT AHEAD ON THE REDINGTON ROAD FOR 4.8 MILES TO A
 CZ1800'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO TOP OF
 CZ1800'GRADE JUST BEFORE DROPPING DOWN INTO WASH AND AZIMUTH MARK
 CZ1800'AS DESCRIBED ABOVE.  CONTINUE FOR 0.2 MILE TO THE OPPOSITE SIDE
 CZ1800'OF WASH.  HERE TURN RIGHT LEAVING MAIN ROAD AND PICK WAY TO
 CZ1800'TOP OF RIDGE.  THENCE MAKE A WIDE HORSESHOE BEND TO THE LEFT TO
 CZ1800'THE TOP OF THE NEXT RIDGE TO NORTH AND STATION SITE AS
 CZ1800'DESCRIBED ABOVE.  A DRIVE STATION.
 CZ1800
 CZ1800                          STATION RECOVERY (1956)
 CZ1800
 CZ1800'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1800'STATION RECOVERED AS DESCRIBED.  WITH EXCEPTION OF MILEAGE
 CZ1800'AND DIRECTION OF GETTING TO STATION.
 CZ1800'
 CZ1800'AFTER PASSING REDDING AND WILLCOX ROAD TURN OFF, PROCEED ON
 CZ1800'REDDING ROAD N 0.2 MILES TO CATTLE GUARD.  CONTINUE N 1.2
 CZ1800'MILES TO ANOTHER CATTLE GUARD, CONTINUE 1.7 MILES TO STILL
 CZ1800'ANOTHER CATTLE GUARD, CONTINUE 3.9 MILES N TO POLL RANCH.
 CZ1800'BACKTRACK S 0.3 MILES TO WASH.  STATION IS 0.2 MILES E OF
 CZ1800'ROAD ON HILL IMMEDIATELY S OF THIS WASH ABOUT 0.4 MILES SE
 CZ1800'OF POOL RANCH HOUSE.
 CZ1800
 CZ1800                          STATION RECOVERY (1967)
 CZ1800
 CZ1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ1800'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 CZ1800'IN GOOD CONDITION.
 CZ1800'
 CZ1800'THE DESCRIPTION WAS COMPLETELY ADEQUATE.  THERE IS NOW A FAINT
 CZ1800'TRACK ROAD LEADING TO THE STATION.
 CZ1800'
 CZ1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21-1/4
 CZ1800'MILES NORTH OF BENSON
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1866 ***********************************************************************
 GR1866  DESIGNATION -  CASH
 GR1866  PID         -  GR1866
 GR1866  STATE/COUNTY-  AZ/MOHAVE
 GR1866  USGS QUAD   -  HOOVER DAM (1997)
 GR1866
 GR1866                         *CURRENT SURVEY CONTROL
 GR1866  ___________________________________________________________________
 GR1866* NAD 83(1992)-  36 04 12.07415(N)    114 42 59.82082(W)     ADJUSTED  
 GR1866* NAVD 88     -       487.7    (meters)    1600.     (feet)  VERTCON   
 GR1866  ___________________________________________________________________
 GR1866  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 GR1866  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GR1866  HORZ ORDER  -  FIRST
 GR1866
 GR1866.The horizontal coordinates were established by classical geodetic methods
 GR1866.and adjusted by the National Geodetic Survey in August 1993.
 GR1866
 GR1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1866
 GR1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1866
 GR1866.The geoid height was determined by GEOID03.
 GR1866
 GR1866;                    North         East     Units Scale Factor Converg.
 GR1866;SPC AZ W     -   562,732.786   126,287.892   MT  1.00002672   -0 34 09.0
 GR1866;SPC AZ W     - 1,846,236.17    414,330.35   iFT  1.00002672   -0 34 09.0
 GR1866;SPC NV E     - 8,146,786.835   278,070.324   MT  0.99997508   +0 30 37.2
 GR1866;SPC NV E     -26,728,249.81    912,302.39   sFT  0.99997508   +0 30 37.2
 GR1866;UTM  11      - 3,994,128.022   705,630.653   MT  1.00012104   +1 20 41.5
 GR1866
 GR1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1866!SPC AZ W     -   0.99992787  x   1.00002672  =   0.99995459
 GR1866!SPC NV E     -   0.99992787  x   0.99997508  =   0.99990296
 GR1866!UTM  11      -   0.99992787  x   1.00012104  =   1.00004891
 GR1866
 GR1866|---------------------------------------------------------------------|
 GR1866| PID    Reference Object                     Distance      Geod. Az  |
 GR1866|                                                           dddmmss.s |
 GR1866| CC4458 CASH RM 1                             6.080 METERS 04511     |
 GR1866| CC4459 CASH RM 2                             7.778 METERS 16430     |
 GR1866| GR1865 FAIRCHILD FLAG                        7.250 METERS 18223     |
 GR1866| GR1477 A 1                                 APPROX. 3.9 KM 1833334.2 |
 GR1866|---------------------------------------------------------------------|
 GR1866
 GR1866                          SUPERSEDED SURVEY CONTROL
 GR1866
 GR1866  NAD 83(1986)-  36 04 12.06121(N)    114 42 59.80879(W) AD(       ) 1
 GR1866  NAD 27      -  36 04 12.13400(N)    114 42 56.87200(W) AD(       ) 1
 GR1866  NGVD 29 (06/27/88)  487.0    (m)         1598.     (f) VERT ANG    3  
 GR1866
 GR1866.Superseded values are not recommended for survey control.
 GR1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1866.See file dsdata.txt to determine how the superseded data were derived.
 GR1866
 GR1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0563194128(NAD 83)
 GR1866_MARKER: DS = TRIANGULATION STATION DISK
 GR1866_SETTING: 66 = SET IN ROCK OUTCROP
 GR1866
 GR1866  HISTORY     - Date     Condition        Report By
 GR1866  HISTORY     - 1935     MONUMENTED       CGS
 GR1866  HISTORY     - 1947     GOOD             USGS
 GR1866
 GR1866                          STATION DESCRIPTION
 GR1866
 GR1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1866'STATION IS LOCATED ON A LONG AND BROKEN DARK-COLORED RIDGE,
 GR1866'THE HIGHEST IN THE VICINITY, WITH A BLUFF ON THE LAKE SIDE,
 GR1866'LEADING DOWN TOWARD THE COLORADO RIVER (BOULDER LAKE) FROM THE
 GR1866'N END OF FORTIFICATION HILL AND BROKEN FROM THIS HILL.  IT IS
 GR1866'ON THE NORTHERN TWO ROUNDED KNOBS, BLOCKED BY A LIGHT-COLORED
 GR1866'SPOT NEAR ITS SUMMIT.  IT IS ABOUT 1-1/2 MILES (AIR LINE) E
 GR1866'OF THE COLORADO RIVER, ABOUT 5 MILES (AIR LINE) NE OF BOULDER
 GR1866'DAM, AND ABOUT 10 MILES E OF BOULDER CITY.*
 GR1866'
 GR1866'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GR1866'OUTCROPPING BEDROCK.
 GR1866'
 GR1866'REACHED FROM BOULDER CITY AS FOLLOWS--BY BOAT FROM THE MERLE
 GR1866'EMERY COMPANY, INC., WHO ARE IN BUSINESS ON BOULDER LAKE AND
 GR1866'KNOW THE GENERAL LOCATION OF THE STATION.  AT PRESENT, IT IS
 GR1866'ABOUT 4 MILES UP THE RIVER TO THE WASH LEADING TO THE RIDGE.
 GR1866'
 GR1866'*AT HIGH WATER, THE STATION WILL NOT BE OVER 200 FEET ABOVE THE
 GR1866'LAKE.
 GR1866'
 GR1866'NOTE--THERE IS NO MORE DEFINITE WAY OF DESCRIBING THE STATION--IN
 GR1866'CASE OF DOUBT, A VISIT TO ANY OTHER STATION (PROM IS BEST
 GR1866'SUITED) FOR BEARING IS SUGGESTED.
 GR1866
 GR1866                          STATION RECOVERY (1947)
 GR1866
 GR1866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 GR1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2120 ***********************************************************************
 DV2120  DESIGNATION -  CASHION
 DV2120  PID         -  DV2120
 DV2120  STATE/COUNTY-  AZ/MARICOPA
 DV2120  USGS QUAD   -  TOLLESON (1982)
 DV2120
 DV2120                         *CURRENT SURVEY CONTROL
 DV2120  ___________________________________________________________________
 DV2120* NAD 83(1992)-  33 26 08.01876(N)    112 17 28.93568(W)     ADJUSTED  
 DV2120* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 DV2120  ___________________________________________________________________
 DV2120  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DV2120  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV2120  HORZ ORDER  -  SECOND
 DV2120
 DV2120.The horizontal coordinates were established by classical geodetic methods
 DV2120.and adjusted by the National Geodetic Survey in August 1993.
 DV2120
 DV2120.The orthometric height was scaled from a topographic map.
 DV2120
 DV2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2120
 DV2120.The geoid height was determined by GEOID03.
 DV2120
 DV2120;                    North         East     Units Scale Factor Converg.
 DV2120;SPC AZ C     -   270,116.807   178,519.128   MT  0.99991496   -0 12 23.3
 DV2120;SPC AZ C     -   886,210.00    585,692.68   iFT  0.99991496   -0 12 23.3
 DV2120;UTM  12      - 3,700,320.409   379,957.695   MT  0.99977766   -0 42 41.9
 DV2120
 DV2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2120!SPC AZ C     -   0.99995709  x   0.99991496  =   0.99987206
 DV2120!UTM  12      -   0.99995709  x   0.99977766  =   0.99973476
 DV2120
 DV2120|---------------------------------------------------------------------|
 DV2120| PID    Reference Object                     Distance      Geod. Az  |
 DV2120|                                                           dddmmss.s |
 DV2120| CH4955 CASHION RM 2                         17.078 METERS 18648     |
 DV2120| CH4956 CASHION RM 3 AZIMUTH                               2681320.8 |
 DV2120| CH4954 CASHION RM 1                         18.780 METERS 27044     |
 DV2120|---------------------------------------------------------------------|
 DV2120
 DV2120                          SUPERSEDED SURVEY CONTROL
 DV2120
 DV2120  NAD 83(1986)-  33 26 08.01297(N)    112 17 28.94155(W) AD(       ) 2
 DV2120  NAD 27      -  33 26 07.85800(N)    112 17 26.38300(W) AD(       ) 2
 DV2120
 DV2120.Superseded values are not recommended for survey control.
 DV2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2120.See file dsdata.txt to determine how the superseded data were derived.
 DV2120
 DV2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7995800320(NAD 83)
 DV2120_MARKER: DS = TRIANGULATION STATION DISK
 DV2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2120
 DV2120  HISTORY     - Date     Condition        Report By
 DV2120  HISTORY     - 1935     MONUMENTED       CGS
 DV2120  HISTORY     - 1956     SEE DESCRIPTION  USGS
 DV2120  HISTORY     - 20070928 MARK NOT FOUND   GEOCAC
 DV2120
 DV2120                          STATION DESCRIPTION
 DV2120
 DV2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2120'ABOUT 13.0 MILES WEST OF PHOENIX AND 0.3 MILE EAST OF CASHION.
 DV2120'ABOUT 30 FEET NORTH OF U.S. HIGHWAY NO. 80, MIDWAY BETWEEN
 DV2120'IT AND TRACKS OF THE SOUTHERN PACIFIC RAILROAD AND ABOUT 150
 DV2120'PACES WEST OF RAILROAD SIGNALS 8933 AND 8934.  MARKED BY
 DV2120'STANDARD BRONZE DISKS.  REFERENCE
 DV2120'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DV2120'18.780 METERS (61.61 FEET) FROM STATION N 89 DEG 16 MIN W.
 DV2120'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV2120'DISK, IS 17.078 METERS (56.03 FEET) FROM STATION
 DV2120'S 06 DEG 48 MIN W.  AZIMUTH MARK (REFERENCE MARK NO.
 DV2120'3), A STANDARD BRONZE DISK, IS LOCATED AT CASHION,
 DV2120'ABOUT 0.28 MILE WEST FROM THE STATION, ON THE SOUTH SIDE
 DV2120'OF U.S. HIGHWAY NO. 80 AND IN THE FENCE LINE ABOUT 10 FEET
 DV2120'FROM THE EDGE OF THE PAVEMENT S 88 DEG 13 MIN W.
 DV2120
 DV2120                          STATION RECOVERY (1956)
 DV2120
 DV2120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV2120'STATION HAS PROBABLY BEEN DESTROYED BY ROAD WIDENING.
 DV2120
 DV2120                          STATION RECOVERY (2007)
 DV2120
 DV2120'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2120'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2120'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1017 ***********************************************************************
 ES1017  DESIGNATION -  CASNER
 ES1017  PID         -  ES1017
 ES1017  STATE/COUNTY-  AZ/YAVAPAI
 ES1017  USGS QUAD   -  CASNER BUTTE (1965)
 ES1017
 ES1017                         *CURRENT SURVEY CONTROL
 ES1017  ___________________________________________________________________
 ES1017* NAD 83(1992)-  34 41 05.48328(N)    111 40 33.26668(W)     ADJUSTED  
 ES1017* NAVD 88     -      1565.     (meters)    5135.     (feet)  SCALED    
 ES1017  ___________________________________________________________________
 ES1017  LAPLACE CORR-           9.94  (seconds)                    DEFLEC99
 ES1017  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ES1017  HORZ ORDER  -  SECOND
 ES1017
 ES1017.The horizontal coordinates were established by classical geodetic methods
 ES1017.and adjusted by the National Geodetic Survey in August 1993.
 ES1017
 ES1017.The orthometric height was scaled from a topographic map.
 ES1017
 ES1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1017
 ES1017.The geoid height was determined by GEOID03.
 ES1017
 ES1017;                    North         East     Units Scale Factor Converg.
 ES1017;SPC AZ C     -   408,642.791   235,420.221   MT  0.99990600   +0 08 13.2
 ES1017;SPC AZ C     - 1,340,691.57    772,376.05   iFT  0.99990600   +0 08 13.2
 ES1017;UTM  12      - 3,838,303.575   438,086.284   MT  0.99964725   -0 23 04.7
 ES1017
 ES1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1017!SPC AZ C     -   0.99975831  x   0.99990600  =   0.99966433
 ES1017!UTM  12      -   0.99975831  x   0.99964725  =   0.99940564
 ES1017
 ES1017|---------------------------------------------------------------------|
 ES1017| PID    Reference Object                     Distance      Geod. Az  |
 ES1017|                                                           dddmmss.s |
 ES1017| CH2875 CASNER RM 1                           5.130 METERS 04936     |
 ES1017| CH2876 CASNER RM 2                           4.938 METERS 16550     |
 ES1017| ES1016 DRY                                 APPROX. 6.9 KM 2632255.7 |
 ES1017|---------------------------------------------------------------------|
 ES1017
 ES1017                          SUPERSEDED SURVEY CONTROL
 ES1017
 ES1017  NAD 83(1986)-  34 41 05.47802(N)    111 40 33.26338(W) AD(       ) 2
 ES1017  NAD 27      -  34 41 05.39580(N)    111 40 30.72080(W) AD(       ) 2
 ES1017
 ES1017.Superseded values are not recommended for survey control.
 ES1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1017.See file dsdata.txt to determine how the superseded data were derived.
 ES1017
 ES1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3808638304(NAD 83)
 ES1017_MARKER: DS = TRIANGULATION STATION DISK
 ES1017_SETTING: 80 = SET IN A BOULDER
 ES1017_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1017
 ES1017  HISTORY     - Date     Condition        Report By
 ES1017  HISTORY     - 1959     MONUMENTED       CGS
 ES1017  HISTORY     - 1979     GOOD             AZDT
 ES1017
 ES1017                          STATION DESCRIPTION
 ES1017
 ES1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1017'THE STATION IS LOCATED ON THE HIGHEST POINT AND AT THE NORTHWEST
 ES1017'EDGE OF CASNER BUTTE.  IT IS ABOUT 5 MILES NORTHEAST OF
 ES1017'MONTEZUMA CASTLE NATIONAL MONUMENT, 2 MILES NORTHEAST OF
 ES1017'BEAVER CREEK RANGER STATION AND 1/2 MILE NORTH OF BEAVER CREEK.
 ES1017'
 ES1017'TO REACH THE STATION FROM THE POST OFFICE AT RIMROCK KEEP LEFT
 ES1017'ON THE MAIN ROAD AND GO 0.8 MILE TO A FORK, TAKE THE RIGHT FORK
 ES1017'AS PER SIGN BEAVER CR RANGER STATION, AND GO 1.9 MILES TO A
 ES1017'FORK, TAKE THE RIGHT FORK AND GO 0.3 MILE TO A FORK AND SIGN
 ES1017'RANGER STATION, TURN LEFT AS PER SIGN AND GO ABOUT 100 YARDS
 ES1017'TO ANOTHER FORK AND SIGN APACHE MAID TRAIL-BELL TRAIL, TURN
 ES1017'LEFT AS PER SIGN AND FOLLOW THE VERY ROUGH TRACK ROAD EAST
 ES1017'FOR 1.5 MILES TO THE END OF THE ROAD AT A SMALL CAMP GROUND
 ES1017'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST ON THE
 ES1017'TRAIL ALONG THE NORTH SIDE OF BEAVER CREEK FOR ABOUT 1.5
 ES1017'MILES TO A FORK AND SIGN APACHE MAID TRAIL-APACHE MAID
 ES1017'RANGER STA, TAKE THE LEFT FORK AS PER SIGN AND FOLLOW THE
 ES1017'TRACK UPHILL TO A SADDLE BETWEEN TWO MOUNTAINS.  HERE LEAVE
 ES1017'THE TRAIL AND GO LEFT, WEST, TO THE HIGHEST POINT OF THE
 ES1017'HILL AND THE STATION.  THIS IS ABOUT A 2 HOUR PACK.
 ES1017'
 ES1017'THE STATION MARK, STAMPED CASNER NO 1 1959, IS A STANDARD
 ES1017'DISK CEMENTED TO A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 ES1017'INCH.
 ES1017'
 ES1017'REFERENCE MARK NO 1 STAMPED CASNER NO 1 1959, IS A STANDARD
 ES1017'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 ES1017'5 INCHES AND IS 2 FEET LOWER THAN THE STATION.
 ES1017'
 ES1017'REFERENCE MARK NO. 2, STAMPED CASNER NO 2 1959, IS A
 ES1017'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES1017'PROJECTS ABOUT 6 INCHES.
 ES1017'
 ES1017'TRIANGULATION STATION DRY CAN BE USED FOR AN AZIMUTH MARK.
 ES1017'(SEE DESCRIPTION THEREOF).
 ES1017
 ES1017                          STATION RECOVERY (1979)
 ES1017
 ES1017'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1017'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTIONC
 ES1017'NO DISTANCES OR ANGLES WERE MEASURED AT THIS TIME.  A NEW ROUTE TO THE
 ES1017'STATION FOLLOWS.
 ES1017'
 ES1017'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, TRAVEL WEST
 ES1017'AND NORTHWEST TOWARD COTTONWOOD FOR 2.3 MILES TO THE I-17 TRAFFIC
 ES1017'INTERCHANGE.  TURN RIGHT AND TRAVEL NORTH ALONG I-17 FOR 11.9 MILES TO
 ES1017'S.R. 179 AND INTERCHANGE.  EXIT RIGHT AND TRAVEL 2.1 MILES TO THE
 ES1017'BEAVER CREEK RANGER STATION.  OBTAIN A KEY FOR TO GATE ON APACHE MAID
 ES1017'TRAIL, FOLLOW TRAIL ALONG BEAVER CREEK FOR 2.0 MILES TO SIGN APACHE
 ES1017'MAID TRAIL AND END OF TRUCK TRAVEL.  PACK UP THE APACHE MAID TRAIL TO
 ES1017'A SADDLE AT POINT WHERE TRAIL TURNS TO RIGHT ACROSS CANYON.  TURN LEFT
 ES1017'AT THIS POINT AND CLIMB STEEP SLOPE WESTERLY TO TOP AND CONTINUE TO
 ES1017'THE WEST EDGE OF CASNER BUTTE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1136 ***********************************************************************
 ES1136  DESIGNATION -  CASNER
 ES1136  PID         -  ES1136
 ES1136  STATE/COUNTY-  AZ/COCONINO
 ES1136  USGS QUAD   -  LOY BUTTE (1970)
 ES1136
 ES1136                         *CURRENT SURVEY CONTROL
 ES1136  ___________________________________________________________________
 ES1136* NAD 83(1992)-  34 56 55.53268(N)    111 59 11.95499(W)     ADJUSTED  
 ES1136* NAVD 88     -      2084.5    (meters)    6839.     (feet)  VERTCON   
 ES1136  ___________________________________________________________________
 ES1136  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 ES1136  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ES1136  HORZ ORDER  -  THIRD
 ES1136
 ES1136.The horizontal coordinates were established by classical geodetic methods
 ES1136.and adjusted by the National Geodetic Survey in August 1993.
 ES1136
 ES1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1136
 ES1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1136
 ES1136.The geoid height was determined by GEOID03.
 ES1136
 ES1136;                    North         East     Units Scale Factor Converg.
 ES1136;SPC AZ C     -   437,892.348   206,967.628   MT  0.99990050   -0 02 24.3
 ES1136;SPC AZ C     - 1,436,654.69    679,027.65   iFT  0.99990050   -0 02 24.3
 ES1136;UTM  12      - 3,867,805.048   409,908.541   MT  0.99970003   -0 33 54.9
 ES1136
 ES1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1136!SPC AZ C     -   0.99967676  x   0.99990050  =   0.99957729
 ES1136!UTM  12      -   0.99967676  x   0.99970003  =   0.99937688
 ES1136
 ES1136:                Primary Azimuth Mark                     Grid Az
 ES1136:SPC AZ C     -  MAT                                      230 40 52.4
 ES1136:UTM  12      -  MAT                                      231 12 23.0
 ES1136
 ES1136|---------------------------------------------------------------------|
 ES1136| PID    Reference Object                     Distance      Geod. Az  |
 ES1136|                                                           dddmmss.s |
 ES1136| ET1122 MAT                                 APPROX.31.7 KM 2303828.1 |
 ES1136| CS3969 CASNER RM 1                           2.697 METERS 33324     |
 ES1136|---------------------------------------------------------------------|
 ES1136
 ES1136                          SUPERSEDED SURVEY CONTROL
 ES1136
 ES1136  NAD 83(1986)-  34 56 55.52916(N)    111 59 11.95275(W) AD(       ) 3
 ES1136  NGVD 29 (04/23/90) 2083.6    (m)         6836.     (f) VERT ANG    3  
 ES1136
 ES1136.Superseded values are not recommended for survey control.
 ES1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1136.See file dsdata.txt to determine how the superseded data were derived.
 ES1136
 ES1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0990967805(NAD 83)
 ES1136_MARKER: DS = TRIANGULATION STATION DISK
 ES1136_SETTING: 80 = SET IN A BOULDER
 ES1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1136+STABILITY: SURFACE MOTION
 ES1136
 ES1136  HISTORY     - Date     Condition        Report By
 ES1136  HISTORY     - 1930     MONUMENTED       USGS
 ES1136  HISTORY     - 1959     GOOD             USGS
 ES1136  HISTORY     - 1962     GOOD             USGS
 ES1136
 ES1136                          STATION DESCRIPTION
 ES1136
 ES1136'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1136'LOCATED ABOUT 24 MI BY RD. AND TRAIL N. OF COTTONWOOD, 13 MI BY
 ES1136'RD. AND TRAIL N. OF USFS COFFEE CREEK RANGER STATION, 3 MI NW. OF
 ES1136'BLACK TANK AND WINDMILL.  ON MESA-LIKE FARTHEST W. AND HIGHER OF
 ES1136'TWO CRAGGY PEAKS ON WHAT IS KNOWN LOCALLY AS CASNER MTN. OR ROUND
 ES1136'
 ES1136'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1136'MALPAIS ROCK ABOUT 3 FT LOWER THAN HIGHEST POINT.
 ES1136'
 ES1136'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN HIGHEST
 ES1136'ROCK.
 ES1136
 ES1136                          STATION RECOVERY (1959)
 ES1136
 ES1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ES1136'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 ES1136'
 ES1136'TO REACH FROM INTERSECTION OF U.S. HWY. 66 AND N. BEAVER STREET
 ES1136'IN FLAGSTAFF, DRIVE 2.6 MI W. ON U.S. HWY. 66 TO RD. S. AT SIGN
 ES1136'TURKEY BUTTE LOOKOUT 24.  TURN LEFT OFF HWY. SW. ON RD. TO
 ES1136'TURKEY BUTTE (FS RD. 231) 22.7 MI TO SIGN
 ES1136'TURKEY BUTTE LOOKOUT 1/2, CONTINUE ON MAIN RD. 0.5 MI TO
 ES1136'REVERSE-Y, CONTINUE STRAIGHT AHEAD 1.6 MI TO RD. FORK.  TURN RIGHT
 ES1136'AS PER SIGN 1-1/2 BUCK RIDGE CABIN, 2-1/2 MOONEY TRAIL
 ES1136'FOLLOWING POWER LINE RD. 7.4 MI TO SADDLE AND END OF TRUCK
 ES1136'TRAVEL.  PACK UP NORTH TOP 2 MINUTES TO TOP AND STATION.
 ES1136
 ES1136                          STATION RECOVERY (1962)
 ES1136
 ES1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ES1136'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0918 ***********************************************************************
 EU0918  DESIGNATION -  CAST
 EU0918  PID         -  EU0918
 EU0918  STATE/COUNTY-  AZ/MOHAVE
 EU0918  USGS QUAD   -  BUCK MOUNTAINS SE (1970)
 EU0918
 EU0918                         *CURRENT SURVEY CONTROL
 EU0918  ___________________________________________________________________
 EU0918* NAD 83(1992)-  34 30 34.94253(N)    114 04 13.92584(W)     ADJUSTED  
 EU0918* NAVD 88     -       874.7    (meters)    2870.     (feet)  VERTCON   
 EU0918  ___________________________________________________________________
 EU0918  EPOCH DATE  -        1991.35
 EU0918  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 EU0918  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 EU0918  HORZ ORDER  -  SECOND
 EU0918
 EU0918.The horizontal coordinates were established by classical geodetic methods
 EU0918.and adjusted by the National Geodetic Survey in June 1996.
 EU0918.The horizontal coordinates are valid at the epoch date displayed above.
 EU0918.The epoch date for horizontal control is a decimal equivalence
 EU0918.of Year/Month/Day.
 EU0918
 EU0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0918
 EU0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0918
 EU0918.The geoid height was determined by GEOID03.
 EU0918
 EU0918;                    North         East     Units Scale Factor Converg.
 EU0918;SPC AZ W     -   389,248.000   183,927.395   MT  0.99994401   -0 10 53.8
 EU0918;SPC AZ W     - 1,277,060.37    603,436.34   iFT  0.99994401   -0 10 53.8
 EU0918;UTM  11      - 3,822,570.816   768,945.515   MT  1.00049165   +1 39 38.4
 EU0918;UTM  12      - 3,822,955.489   218,098.905   MT  1.00057964   -1 44 26.7
 EU0918
 EU0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0918!SPC AZ W     -   0.99986745  x   0.99994401  =   0.99981147
 EU0918!UTM  11      -   0.99986745  x   1.00049165  =   1.00035904
 EU0918!UTM  12      -   0.99986745  x   1.00057964  =   1.00044702
 EU0918
 EU0918|---------------------------------------------------------------------|
 EU0918| PID    Reference Object                     Distance      Geod. Az  |
 EU0918|                                                           dddmmss.s |
 EU0918| CC4462 CAST RM 2                             5.012 METERS 08438     |
 EU0918| CC4461 CAST RM 1                             6.438 METERS 17008     |
 EU0918| CC4460 CAST AZ MK                                         1814444.0 |
 EU0918|---------------------------------------------------------------------|
 EU0918
 EU0918                          SUPERSEDED SURVEY CONTROL
 EU0918
 EU0918  NAD 83(1992)-  34 30 34.93712(N)    114 04 13.93145(W) AD(       ) 2
 EU0918  NAD 83(1986)-  34 30 34.93916(N)    114 04 13.94058(W) AD(       ) 2
 EU0918  NAD 27      -  34 30 34.88900(N)    114 04 11.13100(W) AD(       ) 2
 EU0918  NGVD 29 (07/19/86)  874.0    (m)         2867.     (f) VERT ANG    3  
 EU0918
 EU0918.Superseded values are not recommended for survey control.
 EU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0918.See file dsdata.txt to determine how the superseded data were derived.
 EU0918
 EU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6894622571(NAD 83)
 EU0918_MARKER: DS = TRIANGULATION STATION DISK
 EU0918_SETTING: 80 = SET IN A BOULDER
 EU0918_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EU0918
 EU0918  HISTORY     - Date     Condition        Report By
 EU0918  HISTORY     - 1948     MONUMENTED       CGS
 EU0918
 EU0918                          STATION DESCRIPTION
 EU0918
 EU0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0918'THE STATION IS ABOUT 27 MILES SOUTH OF YUCCA, 9 MILES WEST OF
 EU0918'CASTANEDA WELL, ON THE HIGHEST MOST WESTERLY POINT OF A LONG
 EU0918'ROCK RIDGE.
 EU0918'
 EU0918'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY FOR 0.2 MILE
 EU0918'TO A FORK.  KEEP RIGHT FORK TOWARDS NEEDLES FOR 5.8 MILES TO A
 EU0918'FORK AND SIGN ON THE LEFT (DUTCH FLAT).  TAKE LEFT FORK AND
 EU0918'CONTINUE ON THE DUTCH FLAT ROAD FOR 2.6 MILES TO A CATTLE
 EU0918'GUARD--CONTINUE ON THE MAIN BLADED ROAD FOR 7.1 MILES TO ANOTHER
 EU0918'CATTLE GUARD--CONTINUE ON MAIN ROAD FOR 1.9 MILES TO OLD
 EU0918'BUILDINGS AND TANK--KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR 4.7
 EU0918'MILES TO A CATTLE GUARD--CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO
 EU0918'A FORK--KEEP RIGHT FORK AND CONTINUE FOR 4.8 MILES TO A CATTLE
 EU0918'GUARD--CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A SMALL
 EU0918'WASH--TURN LEFT OFF ROAD AND DOWN WASH FOR 0.3 MILE TO THE BASE
 EU0918'OF MOUNTAIN AND THE END OF TRUCK TRAVEL.  FROM THE BASE OF
 EU0918'THE HILL PACK EASTERLY UP STEEP MOUNTAIN TO THE HIGHEST
 EU0918'POINT AND STATION.
 EU0918'
 EU0918'THE STATION IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 EU0918'PROJECTING ABOUT 6 INCHES ON THE HIGHEST POINT OF THE HILL.  IT IS
 EU0918'STAMPED CAST 1948.
 EU0918'
 EU0918'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0918'4 X 4 FOOT BOULDER PROJECTING ABOUT 2 FEET, AND IS ABOUT 2 FEET
 EU0918'LOWER THAN THE STATION.  IT IS STAMPED CAST NO 1 1948.
 EU0918'
 EU0918'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 EU0918'A 3 X 3 FOOT BOULDER PROJECTING ABOUT 1 FOOT, AND IS ABOUT 1
 EU0918'FOOT LOWER THAN THE STATION.  IT IS STAMPED CAST NO 2 1948.
 EU0918'
 EU0918'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 6 X 6 FOOT
 EU0918'BOULDER PROJECTING ABOUT 2-1/2 FEET, ON THE EASTERN EDGE OF A
 EU0918'ROCKY KNOLL ON THE SOUTHERN END OF THE STATION RIDGE, ABOUT 30
 EU0918'FEET WEST OF THE EAST RIM, AND IS ABOUT 3/4 MILE SOUTH OF THE
 EU0918'STATION.  IT IS STAMPED CAST 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1111 ***********************************************************************
 ET1111  DESIGNATION -  CASTANEDA
 ET1111  PID         -  ET1111
 ET1111  STATE/COUNTY-  AZ/MOHAVE
 ET1111  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET1111
 ET1111                         *CURRENT SURVEY CONTROL
 ET1111  ___________________________________________________________________
 ET1111* NAD 83(1992)-  34 30 04.49749(N)    113 56 31.73985(W)     ADJUSTED  
 ET1111* NAVD 88     -       732.8    (meters)    2404.     (feet)  VERTCON   
 ET1111  ___________________________________________________________________
 ET1111  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 ET1111  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET1111  HORZ ORDER  -  SECOND
 ET1111
 ET1111.The horizontal coordinates were established by classical geodetic methods
 ET1111.and adjusted by the National Geodetic Survey in August 1993.
 ET1111
 ET1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1111
 ET1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1111
 ET1111.The geoid height was determined by GEOID03.
 ET1111
 ET1111;                    North         East     Units Scale Factor Converg.
 ET1111;SPC AZ W     -   388,280.036   195,714.379   MT  0.99993717   -0 06 31.8
 ET1111;SPC AZ W     - 1,273,884.63    642,107.54   iFT  0.99993717   -0 06 31.8
 ET1111;UTM  12      - 3,821,666.449   229,862.236   MT  1.00049958   -1 40 03.1
 ET1111;UTM  11      - 3,821,981.907   780,764.506   MT  1.00057176   +1 43 59.4
 ET1111
 ET1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1111!SPC AZ W     -   0.99988971  x   0.99993717  =   0.99982688
 ET1111!UTM  12      -   0.99988971  x   1.00049958  =   1.00038923
 ET1111!UTM  11      -   0.99988971  x   1.00057176  =   1.00046140
 ET1111
 ET1111|---------------------------------------------------------------------|
 ET1111| PID    Reference Object                     Distance      Geod. Az  |
 ET1111|                                                           dddmmss.s |
 ET1111| ET1110 CASTANEDA CAIRN                       3.353 METERS 00056     |
 ET1111| ET1082 PEAK SURROUNDED BY PINNACLES        APPROX.15.1 KM 1395154.5 |
 ET1111| ET1089 SOUTHERN ONE OF TWO DOME PEAKS      APPROX. 7.9 KM 1925850.7 |
 ET1111| ET1088 NORTHERN ONE OF TWO DOME PEAKS      APPROX. 7.2 KM 1950643.9 |
 ET1111| CH2877 CASTANEDA AZ MK                                    2045246.9 |
 ET1111| CH2879 CASTANEDA RM 2                        3.541 METERS 23447     |
 ET1111| CH2878 CASTANEDA RM 1                        4.955 METERS 32736     |
 ET1111|---------------------------------------------------------------------|
 ET1111
 ET1111                          SUPERSEDED SURVEY CONTROL
 ET1111
 ET1111  NAD 83(1986)-  34 30 04.49930(N)    113 56 31.74961(W) AD(       ) 2
 ET1111  NAD 27      -  34 30 04.44700(N)    113 56 28.95500(W) AD(       ) 2
 ET1111  NGVD 29 (07/19/86)  732.1    (m)         2402.     (f) VERT ANG    3  
 ET1111
 ET1111.Superseded values are not recommended for survey control.
 ET1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1111.See file dsdata.txt to determine how the superseded data were derived.
 ET1111
 ET1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2986221666(NAD 83)
 ET1111_MARKER: DS = TRIANGULATION STATION DISK
 ET1111_SETTING: 66 = SET IN ROCK OUTCROP
 ET1111_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ET1111
 ET1111  HISTORY     - Date     Condition        Report By
 ET1111  HISTORY     - 1948     MONUMENTED       CGS
 ET1111  HISTORY     - 1955     GOOD             CGS
 ET1111  HISTORY     - 1961     GOOD             AMS
 ET1111
 ET1111                          STATION DESCRIPTION
 ET1111
 ET1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1111'THE STATION IS ON THE SOUTHERN END AND HIGHEST POINT OF A
 ET1111'LONG LOW ROCKY HILL, IN A LARGE VALLEY.  IT IS 6 MILES NW
 ET1111'OF CASTANEDA SPRING, 28 MILES NW OF ALAMO CROSSING, AND 25
 ET1111'MILES SSE OF YUCCA.  THIS IS THE HIGHEST POINT IN THE VICINITY.
 ET1111'
 ET1111'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1111'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, IS
 ET1111'11.0 FEET S. OF A LARGE ROCK CAIRN, APPROXIMATELY 20 FEET SE
 ET1111'OF THE HIGHEST POINT OF THE HILL, AND IS STAMPED CASTANEDA
 ET1111'1948.
 ET1111'
 ET1111'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 ET1111'HOLE IN THE TOP OF A MASS OF OUTCROPPING BEDROCK WHICH IS
 ET1111'18 IN LONG, 10 IN WIDE, PROJECTING 10 IN ABOVE THE
 ET1111'SURROUNDING SURFACE AND APPROXIMATELY THE SAME ELEVATION AS
 ET1111'THE STATION MARK, IS STAMPED CASTANEDA NO 1 1948.
 ET1111'
 ET1111'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 ET1111'HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 ET1111'AND APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE STATION
 ET1111'MARK, IS STAMPED CASTANEDA NO 2 1948.
 ET1111'
 ET1111'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1111'IN A HUGE MASS OF VOLCANIC BEDROCK ON A SMALL RIDGE AT THE
 ET1111'EXTREME SOUTHERN END OF THE STATION HILL AND ABOUT 200 FEET
 ET1111'LOWER THAN THE STATION, IS STAMPED CASTANEDA 1948.
 ET1111'
 ET1111'TO REACH THE STATION FROM YUCCA GO S.E. ON A GRADED ROAD
 ET1111'2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 9.6 MILES TO
 ET1111'A FORK.  TAKE THE RIGHT FORK AND GO 9.7 MILES TO A FORK AND SIGN
 ET1111'PLANET, 31 MILES TO CROSSING AND WATER.  HERE TAKE THE RIGHT
 ET1111'FORK (PLANET RANCH ROAD) AND GO 2.0 MILES TO A GATE.  PASS
 ET1111'THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1111'3.5 MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1111'1.0 MILE TO CROSSROADS AND SIGN STRANGER DO NOT TRAVEL.  TURN
 ET1111'RIGHT AND GO S.W. 7.4 MILES TO A TRACK ROAD RIGHT.  TURN BACK
 ET1111'SHARP RIGHT ONTO THE TRACK ROAD AND GO WNW 1.8 MILES.  TURN
 ET1111'RIGHT OFF THE TRACK ROAD AND GO NORTHERLY 0.6 MILE TO THE
 ET1111'SOUTHERN BASE OF A PROMINENT HILL.  FROM HERE PACK
 ET1111'NORTHERLY UP SLOPE TO THE HIGHEST POINT AND STATION.  A 15
 ET1111'MINUTE PACK.
 ET1111
 ET1111                          STATION RECOVERY (1955)
 ET1111
 ET1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1111'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE
 ET1111'STATION FOUND IN THE DESCRIPTION WERE FOLLOWED AND A STAND
 ET1111'WAS SEEN IN THE AREA DESCRIBED AS THE STATION SITE.
 ET1111
 ET1111                          STATION RECOVERY (1961)
 ET1111
 ET1111'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 ET1111'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1110 ***********************************************************************
 ET1110  DESIGNATION -  CASTANEDA CAIRN
 ET1110  PID         -  ET1110
 ET1110  STATE/COUNTY-  AZ/MOHAVE
 ET1110  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET1110
 ET1110                         *CURRENT SURVEY CONTROL
 ET1110  ___________________________________________________________________
 ET1110* NAD 83(1992)-  34 30 04.60629(N)    113 56 31.73772(W)     ADJUSTED  
 ET1110* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 ET1110  ___________________________________________________________________
 ET1110  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 ET1110  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET1110  HORZ ORDER  -  SECOND
 ET1110
 ET1110.The horizontal coordinates were established by classical geodetic methods
 ET1110.and adjusted by the National Geodetic Survey in August 1993.
 ET1110
 ET1110.The orthometric height was scaled from a topographic map.
 ET1110
 ET1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1110
 ET1110.The geoid height was determined by GEOID03.
 ET1110
 ET1110;                    North         East     Units Scale Factor Converg.
 ET1110;SPC AZ W     -   388,283.388   195,714.440   MT  0.99993717   -0 06 31.8
 ET1110;SPC AZ W     - 1,273,895.63    642,107.74   iFT  0.99993717   -0 06 31.8
 ET1110;UTM  12      - 3,821,669.800   229,862.388   MT  1.00049958   -1 40 03.1
 ET1110;UTM  11      - 3,821,985.262   780,764.459   MT  1.00057176   +1 43 59.4
 ET1110
 ET1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1110!SPC AZ W     -   0.99988972  x   0.99993717  =   0.99982690
 ET1110!UTM  12      -   0.99988972  x   1.00049958  =   1.00038925
 ET1110!UTM  11      -   0.99988972  x   1.00057176  =   1.00046142
 ET1110
 ET1110                          SUPERSEDED SURVEY CONTROL
 ET1110
 ET1110  NAD 83(1986)-  34 30 04.60810(N)    113 56 31.74747(W) AD(       ) 2
 ET1110  NAD 27      -  34 30 04.55600(N)    113 56 28.95300(W) AD(       ) 2
 ET1110
 ET1110.Superseded values are not recommended for survey control.
 ET1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1110.See file dsdata.txt to determine how the superseded data were derived.
 ET1110
 ET1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2986221670(NAD 83)
 ET1110_MARKER: 72 = CAIRN
 ET1110
 ET1110  HISTORY     - Date     Condition        Report By
 ET1110  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1110
 ET1110                          STATION DESCRIPTION
 ET1110
 ET1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET1110'THE STATION MARK CASTANEDA, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1110'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, IS
 ET1110'11.0 FEET S. OF A LARGE ROCK CAIRN, APPROXIMATELY 20 FEET SE
 ET1110'OF THE HIGHEST POINT OF THE HILL, AND IS STAMPED CASTANEDA
 ET1110'
 ET1110'TO REACH STATION CASTANEDA FROM YUCCA GO S.E. ON A GRADED ROAD
 ET1110'2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 9.6 MILES TO
 ET1110'A FORK.  TAKE THE RIGHT FORK AND GO 9.7 MILES TO A FORK AND SIGN
 ET1110'PLANET, 31 MILES TO CROSSING AND WATER.  HERE TAKE THE RIGHT
 ET1110'FORK (PLANET RANCH ROAD) AND GO 2.0 MILES TO A GATE.  PASS
 ET1110'THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1110'3.5 MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD SOUTHERLY FOR
 ET1110'1.0 MILE TO CROSSROADS AND SIGN STRANGER DO NOT TRAVEL.  TURN
 ET1110'RIGHT AND GO S.W. 7.4 MILES TO A TRACK ROAD RIGHT.  TURN BACK
 ET1110'SHARP RIGHT ONTO THE TRACK ROAD AND GO WNW 1.8 MILES.  TURN
 ET1110'RIGHT OFF THE TRACK ROAD AND GO NORTHERLY 0.6 MILE TO THE
 ET1110'SOUTHERN BASE OF A PROMINENT HILL.  FROM HERE PACK
 ET1110'NORTHERLY UP SLOPE TO THE HIGHEST POINT AND STATION CASTANEDA.  A 15
 ET1110'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0917 ***********************************************************************
 DW0917  DESIGNATION -  CASTLE
 DW0917  PID         -  DW0917
 DW0917  STATE/COUNTY-  AZ/YUMA
 DW0917  USGS QUAD   -  CASTLE DOME PEAK (1990)
 DW0917
 DW0917                         *CURRENT SURVEY CONTROL
 DW0917  ___________________________________________________________________
 DW0917* NAD 83(1992)-  33 05 27.02197(N)    114 11 09.08347(W)     ADJUSTED  
 DW0917* NAVD 88     -       494.5    (meters)    1622.     (feet)  VERTCON   
 DW0917  ___________________________________________________________________
 DW0917  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 DW0917  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DW0917  HORZ ORDER  -  SECOND
 DW0917
 DW0917.The horizontal coordinates were established by classical geodetic methods
 DW0917.and adjusted by the National Geodetic Survey in August 1993.
 DW0917
 DW0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0917
 DW0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0917
 DW0917.The geoid height was determined by GEOID03.
 DW0917
 DW0917;                    North         East     Units Scale Factor Converg.
 DW0917;SPC AZ W     -   231,917.329   172,672.151   MT  0.99995374   -0 14 16.7
 DW0917;SPC AZ W     -   760,883.63    566,509.68   iFT  0.99995374   -0 14 16.7
 DW0917;UTM  11      - 3,664,880.909   762,658.813   MT  1.00045071   +1 32 14.3
 DW0917
 DW0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0917!SPC AZ W     -   0.99992751  x   0.99995374  =   0.99988125
 DW0917!UTM  11      -   0.99992751  x   1.00045071  =   1.00037819
 DW0917
 DW0917|---------------------------------------------------------------------|
 DW0917| PID    Reference Object                     Distance      Geod. Az  |
 DW0917|                                                           dddmmss.s |
 DW0917| CE9113 CASTLE RM 1                           9.775 METERS 02525     |
 DW0917| CE9112 CASTLE AZ MK                                       1375736.8 |
 DW0917| DB1272 ROUND TOP PEAK CAIRN                APPROX.18.3 KM 2285744.6 |
 DW0917| CE9114 CASTLE RM 2                           3.253 METERS 28536     |
 DW0917|---------------------------------------------------------------------|
 DW0917
 DW0917                          SUPERSEDED SURVEY CONTROL
 DW0917
 DW0917  NAD 83(1986)-  33 05 27.02054(N)    114 11 09.08768(W) AD(       ) 2
 DW0917  NAD 27      -  33 05 26.88100(N)    114 11 06.30700(W) AD(       ) 2
 DW0917  NGVD 29 (07/19/86)  493.7    (m)         1620.     (f) VERT ANG    3  
 DW0917
 DW0917.Superseded values are not recommended for survey control.
 DW0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0917.See file dsdata.txt to determine how the superseded data were derived.
 DW0917
 DW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6265964881(NAD 83)
 DW0917_MARKER: DS = TRIANGULATION STATION DISK
 DW0917_SETTING: 66 = SET IN ROCK OUTCROP
 DW0917
 DW0917  HISTORY     - Date     Condition        Report By
 DW0917  HISTORY     - 1949     MONUMENTED       CGS
 DW0917
 DW0917                          STATION DESCRIPTION
 DW0917
 DW0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0917'THE STATION IS LOCATED ABOUT 40 MILES AIR LINE SOUTH OF
 DW0917'QUARTZSITE.  ABOUT 3 MILES AIR LINE NORTH OF THE CASTLE DOME
 DW0917'MINES.  ABOUT 2.5 MILES AIR LINE WEST OF CASTLE DOME PEAK. ON
 DW0917'THE SOUTHERN END OF A LOW, LIGHT-COLORED RIDGE, WHICH RANGES IN
 DW0917'A NORTH-SOUTH DIRECTION.  THIS RIDGE IS LOCATED ABOUT 1/2 MILE
 DW0917'AIR LINE WEST OF THE MAIN BODY OF THE CASTLE DOME MOUNTAINS.
 DW0917'THE STATION MARK PROJECTS 8 INCHES AND IS STAMPED, CASTLE 1949.
 DW0917'
 DW0917'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 DW0917'STATION MARK, SET FLUSH AND STAMPED, CASTLE NO 1 1949.
 DW0917'
 DW0917'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DW0917'STATION MARK, SET FLUSH AND STAMPED, CASTLE NO 2 1949.
 DW0917'
 DW0917'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION, 11
 DW0917'PACES WEST-NORTHWEST OF THE ROAD, 10 FEET NORTHWEST OF A WHITE
 DW0917'WITNESS POST, PROJECTS 2 INCHES AND STAMPED, CASTLE 1949.
 DW0917'
 DW0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DW0917'STATE ROUTE 95 IN THE SOUTHERN EDGE OF YUMA, GO EAST AND NORTH
 DW0917'ON STATE ROUTE 95 FOR 36.8 MILES TO A GRADED ROAD RIGHT AND
 DW0917'A SMALL ROUND SIGN CASTLE DOME.  TURN RIGHT FOR 7.1 MILES TO
 DW0917'A GROUP OF TIN BUILDINGS AND A ROAD LEFT.  TURN LEFT FOR 0.2
 DW0917'MILE TO FORK AT MINE SHAFT AND BUILDING.  TAKE ROAD TO RIGHT
 DW0917'AROUND BUILDING FOR 0.15 MILE TO FORK.  TAKE RIGHT FORK
 DW0917'STRAIGHT AHEAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT,
 DW0917'WEST, AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD FOR ABOUT
 DW0917'0.8 MILE TO A POINT OPPOSITE THE STATION RIDGE.  TURN LEFT,
 DW0917'WEST, FOR ABOUT 0.3 MILE TO A WASH AND END OF TRUCK TRAVEL
 DW0917'FOR A TWO WHEEL DRIVE VEHICLE.  A FOUR WHEEL DRIVE
 DW0917'VEHICLE CAN BE DRIVEN ACROSS THE WASH AND UP THE SOUTHERN
 DW0917'SLOPE OF THE RIDGE TO THE STATION, OTHERWISE A 5 MINUTE
 DW0917'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2167 ***********************************************************************
 DV2167  DESIGNATION -  CASTLE
 DV2167  PID         -  DV2167
 DV2167  STATE/COUNTY-  AZ/YAVAPAI
 DV2167  USGS QUAD   -  RED PICACHO (1978)
 DV2167
 DV2167                         *CURRENT SURVEY CONTROL
 DV2167  ___________________________________________________________________
 DV2167* NAD 83(1992)-  33 56 55.98582(N)    112 31 15.28342(W)     ADJUSTED  
 DV2167* NAVD 88     -      1090.     (meters)    3576.     (feet)  SCALED    
 DV2167  ___________________________________________________________________
 DV2167  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 DV2167  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DV2167  HORZ ORDER  -  FIRST
 DV2167
 DV2167.The horizontal coordinates were established by classical geodetic methods
 DV2167.and adjusted by the National Geodetic Survey in August 1993.
 DV2167
 DV2167.The orthometric height was scaled from a topographic map.
 DV2167
 DV2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2167
 DV2167.The geoid height was determined by GEOID03.
 DV2167
 DV2167;                    North         East     Units Scale Factor Converg.
 DV2167;SPC AZ C     -   327,149.109   157,508.697   MT  0.99993844   -0 20 14.8
 DV2167;SPC AZ C     - 1,073,323.85    516,760.82   iFT  0.99993844   -0 20 14.8
 DV2167;UTM  12      - 3,757,530.326   359,456.735   MT  0.99984350   -0 50 58.2
 DV2167
 DV2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2167!SPC AZ C     -   0.99983353  x   0.99993844  =   0.99977198
 DV2167!UTM  12      -   0.99983353  x   0.99984350  =   0.99967706
 DV2167
 DV2167:                Primary Azimuth Mark                     Grid Az
 DV2167:SPC AZ C     -  BILBY                                    080 21 42.6
 DV2167:UTM  12      -  BILBY                                    080 52 26.0
 DV2167
 DV2167|---------------------------------------------------------------------|
 DV2167| PID    Reference Object                     Distance      Geod. Az  |
 DV2167|                                                           dddmmss.s |
 DV2167| ET0924 BILBY                               APPROX.47.3 KM 0800127.8 |
 DV2167|---------------------------------------------------------------------|
 DV2167
 DV2167                          SUPERSEDED SURVEY CONTROL
 DV2167
 DV2167  NAD 83(1986)-  33 56 55.98248(N)    112 31 15.28672(W) AD(       ) 1
 DV2167  NAD 27      -  33 56 55.86100(N)    112 31 12.66600(W) AD(       ) 1
 DV2167
 DV2167.Superseded values are not recommended for survey control.
 DV2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2167.See file dsdata.txt to determine how the superseded data were derived.
 DV2167
 DV2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5945757530(NAD 83)
 DV2167_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV2167_SETTING: 0 = UNSPECIFIED SETTING
 DV2167_STAMPING: CASTLE 1924
 DV2167_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2167+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2008
 DV2167
 DV2167  HISTORY     - Date     Condition        Report By
 DV2167  HISTORY     - 1924     MONUMENTED       CGS
 DV2167  HISTORY     - 1935     GOOD             CGS
 DV2167  HISTORY     - 1972     GOOD             AZHD
 DV2167  HISTORY     - 19910816 GOOD             MCDOT
 DV2167  HISTORY     - 20080223 GOOD             GEOCAC
 DV2167
 DV2167                          STATION DESCRIPTION
 DV2167
 DV2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DV2167'ON THE SOUTHERN AND HIGHEST END OF A LOW RIDGE JUST EAST OF
 DV2167'A NORTH AND SOUTH WASH WHICH CROSSES THE CASTLE-HOT SPRINGS
 DV2167'ROAD AT THE TIPTON COW RANCH, ABOUT 8.5 MILES EAST OF MORRISTOWN.
 DV2167'STATION IS ABOUT THREE-FOURTHS MILE NORTH OF THE CASTLE-HOT
 DV2167'SPRINGS ROAD AND ABOUT 1 MILE NORTH OF THE MARICOPA-YAVAPAI
 DV2167'COUNTY BOUNDARY MONUMENT NO. 16.  MARKS ARE STANDARD BRONZE
 DV2167'DISKS SET IN NATIVE ROCK.
 DV2167
 DV2167                          STATION RECOVERY (1972)
 DV2167
 DV2167'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2167'GENERAL LOCATION MARICOPA-YAVAPAI CO. BOUNDRY.
 DV2167'
 DV2167'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV2167'
 DV2167'STATION MARK STD USC AND GS B.C.
 DV2167'
 DV2167'REFERENCE MARKS GOOD.
 DV2167
 DV2167                          STATION RECOVERY (1991)
 DV2167
 DV2167'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2167'RECOVERED AS DESCRIBED.
 DV2167
 DV2167                          STATION RECOVERY (2008)
 DV2167
 DV2167'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 DV2167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1346 ***********************************************************************
 FS1346  DESIGNATION -  CASTLE
 FS1346  PID         -  FS1346
 FS1346  STATE/COUNTY-  AZ/MOHAVE
 FS1346  USGS QUAD   -  KINGMAN NW (1983)
 FS1346
 FS1346                         *CURRENT SURVEY CONTROL
 FS1346  ___________________________________________________________________
 FS1346* NAD 83(1992)-  35 14 34.31581(N)    114 08 49.46429(W)     ADJUSTED  
 FS1346* NAVD 88     -      1014.3    (meters)    3328.     (feet)  VERTCON   
 FS1346  ___________________________________________________________________
 FS1346  LAPLACE CORR-           8.47  (seconds)                    DEFLEC99
 FS1346  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS1346  HORZ ORDER  -  SECOND
 FS1346
 FS1346.The horizontal coordinates were established by classical geodetic methods
 FS1346.and adjusted by the National Geodetic Survey in August 1993.
 FS1346
 FS1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1346
 FS1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1346
 FS1346.The geoid height was determined by GEOID03.
 FS1346
 FS1346;                    North         East     Units Scale Factor Converg.
 FS1346;SPC AZ W     -   470,603.647   177,221.634   MT  0.99994942   -0 13 44.9
 FS1346;SPC AZ W     - 1,543,975.22    581,435.81   iFT  0.99994942   -0 13 44.9
 FS1346;UTM  11      - 3,903,707.770   759,598.852   MT  1.00043061   +1 38 49.9
 FS1346
 FS1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1346!SPC AZ W     -   0.99984530  x   0.99994942  =   0.99979473
 FS1346!UTM  11      -   0.99984530  x   1.00043061  =   1.00027584
 FS1346
 FS1346|---------------------------------------------------------------------|
 FS1346| PID    Reference Object                     Distance      Geod. Az  |
 FS1346|                                                           dddmmss.s |
 FS1346| CS4788 CASTLE RM 1                          19.754 METERS 14101     |
 FS1346| FS0921 CHINO                               APPROX. 2.1 KM 1454318.7 |
 FS1346| CS4789 CASTLE RM 2                           7.564 METERS 26956     |
 FS1346|---------------------------------------------------------------------|
 FS1346
 FS1346                          SUPERSEDED SURVEY CONTROL
 FS1346
 FS1346  NAD 83(1986)-  35 14 34.31835(N)    114 08 49.46390(W) AD(       ) 2
 FS1346  NGVD 29 (11/23/90) 1013.5    (m)         3325.     (f) VERT ANG    3  
 FS1346
 FS1346.Superseded values are not recommended for survey control.
 FS1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1346.See file dsdata.txt to determine how the superseded data were derived.
 FS1346
 FS1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5959903708(NAD 83)
 FS1346_MARKER: DS = TRIANGULATION STATION DISK
 FS1346_SETTING: 66 = SET IN ROCK OUTCROP
 FS1346_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1346+STABILITY: POSITION/ELEVATION WELL
 FS1346
 FS1346  HISTORY     - Date     Condition        Report By
 FS1346  HISTORY     - 1981     MONUMENTED       AZDT
 FS1346
 FS1346                          STATION DESCRIPTION
 FS1346
 FS1346'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1346'THE STATION IS LOCATED 6 MILES NORTHWEST OF KINGMAN, 1.8 MILES
 FS1346'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 68.  IT
 FS1346'IS ON TOP OF A LOW ROCKY HILL ABOUT 225 FEET NORTHEAST OF US 93.
 FS1346'
 FS1346'THE STATION MARK IS AN ADOT DISK STAMPED---CASTLE 1981.  IT IS SET IN
 FS1346'TOP OF A LARGE BOULDER.  225 FEET EAST OF THE CENTER OF THE HIGHWAY
 FS1346'AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1346'
 FS1346'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CASTLE RM 1 1981.  IT IS
 FS1346'SET IN A DRILL HOLE IN ROCK.
 FS1346'
 FS1346'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CASTLE RM 2 1981.  IT IS
 FS1346'SET IN A DRILL HOLE IN ROCK.
 FS1346'
 FS1346'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1346'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT AND
 FS1346'TRAVEL WEST ALONG US 66 FOR 2.3 MILES TO THE U.S. HIGHWAY 93 AND I 40
 FS1346'TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 3.85 MILES TO THE
 FS1346'INSPECTION STATION, CONTINUE NORTH ALONG US 93 FOR 2.1 MILES TO A LOW
 FS1346'HILL ON THE RIGHT.  THE STATION IS ON THE WEST SIDE OF THE HILL.  225
 FS1346'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0916 ***********************************************************************
 DW0916  DESIGNATION -  CASTLE DOME PEAK
 DW0916  PID         -  DW0916
 DW0916  STATE/COUNTY-  AZ/YUMA
 DW0916  USGS QUAD   -  CASTLE DOME PEAK (1990)
 DW0916
 DW0916                         *CURRENT SURVEY CONTROL
 DW0916  ___________________________________________________________________
 DW0916* NAD 83(1992)-  33 05 04.89989(N)    114 08 36.37599(W)     ADJUSTED  
 DW0916* NAVD 88     -              **(meters)            **(feet)            
 DW0916  ___________________________________________________________________
 DW0916  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 DW0916  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DW0916  HORZ ORDER  -  THIRD
 DW0916
 DW0916.The horizontal coordinates were established by classical geodetic methods
 DW0916.and adjusted by the National Geodetic Survey in August 1993.
 DW0916
 DW0916
 DW0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0916
 DW0916.The geoid height was determined by GEOID03.
 DW0916
 DW0916;                    North         East     Units Scale Factor Converg.
 DW0916;SPC AZ W     -   231,220.202   176,629.476   MT  0.99994996   -0 12 53.2
 DW0916;SPC AZ W     -   758,596.46    579,493.03   iFT  0.99994996   -0 12 53.2
 DW0916;UTM  11      - 3,664,306.409   766,637.869   MT  1.00047669   +1 33 36.9
 DW0916
 DW0916                          SUPERSEDED SURVEY CONTROL
 DW0916
 DW0916  NAD 83(1986)-  33 05 04.89559(N)    114 08 36.38038(W) AD(       ) 4
 DW0916  NAD 27      -  33 05 04.75800(N)    114 08 33.60100(W) AD(       ) 3
 DW0916
 DW0916.Superseded values are not recommended for survey control.
 DW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0916.See file dsdata.txt to determine how the superseded data were derived.
 DW0916
 DW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6663864306(NAD 83)
 DW0916_MARKER: 03 = MOUNTAIN PEAK
 DW0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0916+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 DW0916
 DW0916  HISTORY     - Date     Condition        Report By
 DW0916  HISTORY     - 1910     FIRST OBSERVED   CGS
 DW0916  HISTORY     - 1949     GOOD             CGS
 DW0916  HISTORY     - 20060307 GOOD             GEOCAC
 DW0916
 DW0916                          STATION DESCRIPTION
 DW0916
 DW0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0916'STATION NOT PREVIOUSLY DESCRIBED.  STATION IS THE TOP AND
 DW0916'CENTER OF THE LARGE, PROMINENT, DOME-SHAPED MOUNTAIN LOCATED
 DW0916'ABOUT 27 MILES NORTH-NORTHWEST OF ROLL.
 DW0916
 DW0916                          STATION RECOVERY (2006)
 DW0916
 DW0916'RECOVERY NOTE BY GEOCACHING 2006 (JER)
 DW0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1896 ***********************************************************************
 CZ1896  DESIGNATION -  CAT
 CZ1896  PID         -  CZ1896
 CZ1896  STATE/COUNTY-  AZ/PINAL
 CZ1896  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1896
 CZ1896                         *CURRENT SURVEY CONTROL
 CZ1896  ___________________________________________________________________
 CZ1896* NAD 83(1992)-  32 35 24.41311(N)    110 53 44.69685(W)     ADJUSTED  
 CZ1896* NAVD 88     -      1111.52   (+/-2cm)    3646.7    (feet)  VERTCON   
 CZ1896  ___________________________________________________________________
 CZ1896  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 CZ1896  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CZ1896  HORZ ORDER  -  SECOND
 CZ1896  VERT ORDER  -  THIRD ? (See Below)
 CZ1896
 CZ1896.The horizontal coordinates were established by classical geodetic methods
 CZ1896.and adjusted by the National Geodetic Survey in August 1993.
 CZ1896
 CZ1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1896.The vertical order pertains to the NGVD 29 superseded value.
 CZ1896
 CZ1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1896
 CZ1896.The geoid height was determined by GEOID03.
 CZ1896
 CZ1896;                    North         East     Units Scale Factor Converg.
 CZ1896;SPC AZ C     -   176,759.414   309,199.291   MT  1.00001323   +0 32 59.8
 CZ1896;SPC AZ C     -   579,919.34  1,014,433.37   iFT  1.00001323   +0 32 59.8
 CZ1896;UTM  12      - 3,605,853.311   509,783.465   MT  0.99960118   +0 03 22.1
 CZ1896
 CZ1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1896!SPC AZ C     -   0.99982997  x   1.00001323  =   0.99984320
 CZ1896!UTM  12      -   0.99982997  x   0.99960118  =   0.99943122
 CZ1896
 CZ1896|---------------------------------------------------------------------|
 CZ1896| PID    Reference Object                     Distance      Geod. Az  |
 CZ1896|                                                           dddmmss.s |
 CZ1896| CC7109 CAT RM 1                              9.976 METERS 05939     |
 CZ1896| CC7110 CAT RM 2                             10.133 METERS 23929     |
 CZ1896| CZ1897 BLACK                               APPROX. 5.1 KM 2393450.5 |
 CZ1896|---------------------------------------------------------------------|
 CZ1896
 CZ1896                          SUPERSEDED SURVEY CONTROL
 CZ1896
 CZ1896  NAD 83(1986)-  32 35 24.40997(N)    110 53 44.69207(W) AD(       ) 2
 CZ1896  NAD 27      -  32 35 24.14970(N)    110 53 42.32350(W) AD(       ) 2
 CZ1896  NGVD 29 (07/19/86) 1110.79   (m)         3644.3    (f) LEVELING    3  
 CZ1896
 CZ1896.Superseded values are not recommended for survey control.
 CZ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1896.See file dsdata.txt to determine how the superseded data were derived.
 CZ1896
 CZ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0978305853(NAD 83)
 CZ1896_MARKER: DS = TRIANGULATION STATION DISK
 CZ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1896+STABILITY: SURFACE MOTION
 CZ1896
 CZ1896  HISTORY     - Date     Condition        Report By
 CZ1896  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1896  HISTORY     - 1983     GOOD             AZDT
 CZ1896
 CZ1896                          STATION DESCRIPTION
 CZ1896
 CZ1896'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1896'THE STATION IS ABOUT 8 MILES WEST SOUTHWEST OF ORACLE, 3.25
 CZ1896'MILES EAST NORTHEAST OF ORACLE JUNCTION, IN THE NORTH R/W OF
 CZ1896'ARIZONA HWY. 77.
 CZ1896'
 CZ1896'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CAT 1977
 CZ1896'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 95 FEET
 CZ1896'NORTH OF HWY. CENTERLINE MARKED BY A WITNESS POST AND SIGN 3
 CZ1896'FEET TO NORTH.
 CZ1896'
 CZ1896'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CAT RM
 CZ1896'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4
 CZ1896'FEET SOUTH OF R/W FENCELINE.
 CZ1896'
 CZ1896'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CAT RM
 CZ1896'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT
 CZ1896'4 FEET SOUTH OF R/W FENCELINE.
 CZ1896'
 CZ1896'TO REACH THE STATION FROM ORACLE JUNCTION, U.S. HWY. 80-89 AND
 CZ1896'ARIZONA HWY. 77, GO NORTHEAST ON HWY. 77 TO MILE POST 94.37 AND
 CZ1896'THE STATION IN THE NORTH R/W.
 CZ1896'
 CZ1896'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1896
 CZ1896                          STATION RECOVERY (1983)
 CZ1896
 CZ1896'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1896'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1977.
 CZ1896'THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0506 ***********************************************************************
 ER0506  DESIGNATION -  CAT
 ER0506  PID         -  ER0506
 ER0506  STATE/COUNTY-  AZ/APACHE
 ER0506  USGS QUAD   -  CERRO HUECO (1984)
 ER0506
 ER0506                         *CURRENT SURVEY CONTROL
 ER0506  ___________________________________________________________________
 ER0506* NAD 83(1992)-  34 16 07.01260(N)    109 34 47.42209(W)     ADJUSTED  
 ER0506* NAVD 88     -      2351.8    (meters)    7716.     (feet)  VERTCON   
 ER0506  ___________________________________________________________________
 ER0506  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 ER0506  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 ER0506  HORZ ORDER  -  SECOND
 ER0506
 ER0506.The horizontal coordinates were established by classical geodetic methods
 ER0506.and adjusted by the National Geodetic Survey in August 1993.
 ER0506
 ER0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0506
 ER0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0506
 ER0506.The geoid height was determined by GEOID03.
 ER0506
 ER0506;                    North         East     Units Scale Factor Converg.
 ER0506;SPC AZ E     -   362,602.718   267,397.607   MT  0.99993598   +0 19 49.6
 ER0506;SPC AZ E     - 1,189,641.46    877,288.74   iFT  0.99993598   +0 19 49.6
 ER0506;UTM  12      - 3,792,852.536   630,739.432   MT  0.99981070   +0 47 59.2
 ER0506
 ER0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0506!SPC AZ E     -   0.99963454  x   0.99993598  =   0.99957055
 ER0506!UTM  12      -   0.99963454  x   0.99981070  =   0.99944531
 ER0506
 ER0506:                Primary Azimuth Mark                     Grid Az
 ER0506:SPC AZ E     -  77 BKC 7310                              116 33 02.2
 ER0506:UTM  12      -  77 BKC 7310                              116 04 52.6
 ER0506
 ER0506|---------------------------------------------------------------------|
 ER0506| PID    Reference Object                     Distance      Geod. Az  |
 ER0506|                                                           dddmmss.s |
 ER0506| ER0505 77 BKC 7310                         APPROX. 4.3 KM 1165251.8 |
 ER0506| CD1751 CAT RM 1                             12.523 METERS 17740     |
 ER0506| CD1752 CAT RM 2                             14.997 METERS 29512     |
 ER0506|---------------------------------------------------------------------|
 ER0506
 ER0506                          SUPERSEDED SURVEY CONTROL
 ER0506
 ER0506  NAD 83(1986)-  34 16 07.01061(N)    109 34 47.42938(W) AD(       ) 2
 ER0506  NAD 27      -  34 16 06.85483(N)    109 34 45.08001(W) AD(       ) 2
 ER0506  NGVD 29 (07/19/86) 2350.8    (m)         7713.     (f) VERT ANG    3  
 ER0506
 ER0506.Superseded values are not recommended for survey control.
 ER0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0506.See file dsdata.txt to determine how the superseded data were derived.
 ER0506
 ER0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3073992853(NAD 83)
 ER0506_MARKER: DD = SURVEY DISK
 ER0506_SETTING: 80 = SET IN A BOULDER
 ER0506_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0506+STABILITY: SURFACE MOTION
 ER0506
 ER0506  HISTORY     - Date     Condition        Report By
 ER0506  HISTORY     - 1978     MONUMENTED       AZDT
 ER0506
 ER0506                          STATION DESCRIPTION
 ER0506
 ER0506'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0506'THE STATION IS LOCATED ABOUT 19 MILES WEST-NORTHWEST OF SPRINGERVILLE,
 ER0506'25.9 MILES EAST OF SHOW LOW, AND ON THE SOUTHWEST END OF A LOW RIDGE
 ER0506'ON THE NORTH SIDE OF U.S. HWY. 60.
 ER0506'
 ER0506'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CAT 1978---EPOXIED
 ER0506'IN A DRILL HOLE IN A ROCK ON A BALD CINDER HILL ABOUT 600 FEET NORT8
 ER0506'OF HWY. AND MARKED WITH A WITNESS POST AND SIGN 4.4 FEET TO THE
 ER0506'NORTHEAST.
 ER0506'
 ER0506'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CAT RM 1 1978
 ER0506'---AND IS EPOXIED TO A ROCK.
 ER0506'
 ER0506'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CAT RM 2 1978
 ER0506'---EPOXIED TO A ROCK.
 ER0506'
 ER0506'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 60 AND 180-666, 5
 ER0506'MILES WEST OF SPRINGERVILLE, TRAVEL WEST ON U.S. HWY. 60 TO MILE POST
 ER0506'367.90 AND A STATE MATERIAL YARD ON THE RIGHT, TURN RIGHT THROUGH GATE
 ER0506'THAT LEADS TO CINDER PIT AND GO 75 FEET, THEN TURN LEFT ACROSS COUNTRY
 ER0506'UP THE SLOPE OF A LOW CINDER HILL THAT IS BALD ON THE TOP.  THE
 ER0506'STATION IS ABOUT 600 FEET NORTH OF HWY. ON THE HIGHEST POINT OF THE
 ER0506'CINDER HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0367 ***********************************************************************
 CF0367  DESIGNATION -  CAT
 CF0367  PID         -  CF0367
 CF0367  STATE/COUNTY-  AZ/COCHISE
 CF0367  USGS QUAD   -  ELFRIDA (1986)
 CF0367
 CF0367                         *CURRENT SURVEY CONTROL
 CF0367  ___________________________________________________________________
 CF0367* NAD 83(1992)-  31 40 00.28129(N)    109 40 49.87020(W)     ADJUSTED  
 CF0367* NAVD 88     -      1260.9    (meters)    4137.     (feet)  VERTCON   
 CF0367  ___________________________________________________________________
 CF0367  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CF0367  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0367  HORZ ORDER  -  SECOND
 CF0367
 CF0367.The horizontal coordinates were established by classical geodetic methods
 CF0367.and adjusted by the National Geodetic Survey in August 1993.
 CF0367
 CF0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0367
 CF0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0367
 CF0367.The geoid height was determined by GEOID03.
 CF0367
 CF0367;                    North         East     Units Scale Factor Converg.
 CF0367;SPC AZ E     -    74,020.754   259,458.589   MT  0.99992620   +0 15 18.8
 CF0367;SPC AZ E     -   242,850.24    851,242.09   iFT  0.99992620   +0 15 18.8
 CF0367;UTM  12      - 3,504,254.055   625,085.663   MT  0.99979297   +0 41 34.0
 CF0367
 CF0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0367!SPC AZ E     -   0.99980634  x   0.99992620  =   0.99973255
 CF0367!UTM  12      -   0.99980634  x   0.99979297  =   0.99959935
 CF0367
 CF0367|---------------------------------------------------------------------|
 CF0367| PID    Reference Object                     Distance      Geod. Az  |
 CF0367|                                                           dddmmss.s |
 CF0367| CS5388 CAT RM 2                             10.529 METERS 00322     |
 CF0367| CS5387 CAT RM 1                             10.743 METERS 13338     |
 CF0367|---------------------------------------------------------------------|
 CF0367
 CF0367                          SUPERSEDED SURVEY CONTROL
 CF0367
 CF0367  NAD 83(1986)-  31 40 00.27820(N)    109 40 49.86117(W) AD(       ) 2
 CF0367  NGVD 29 (03/13/91) 1260.1    (m)         4134.     (f) VERT ANG    3  
 CF0367
 CF0367.Superseded values are not recommended for survey control.
 CF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0367.See file dsdata.txt to determine how the superseded data were derived.
 CF0367
 CF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2508604254(NAD 83)
 CF0367_MARKER: DS = TRIANGULATION STATION DISK
 CF0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0367+STABILITY: SURFACE MOTION
 CF0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0367+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 CF0367
 CF0367  HISTORY     - Date     Condition        Report By
 CF0367  HISTORY     - 1982     MONUMENTED       AZDT
 CF0367  HISTORY     - 20051222 GOOD             INDIV
 CF0367
 CF0367                          STATION DESCRIPTION
 CF0367
 CF0367'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0367'THE STATION IS LOCATED 1 AND 1/4 MILES SOUTH OF ELFRIDA, ARIZONA,
 CF0367'BESIDE U.S. HWY 666.
 CF0367'
 CF0367'TO REACH THE STATION FROM THE POST OFFICE IN ELFRIDA, ARIZONA, TRAVEL
 CF0367'SOUTH ALONG U.S. HWY 666 FOR 1.2 MILES TO THE STATION ON THE LEFT AT
 CF0367'MILE POST 23.1.
 CF0367'
 CF0367'THE STATION MARK IS AN ADOT DISK STAMPED---CAT 1982---.  IT IS SET IN
 CF0367'THE TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 85 FEET EAST OF THE
 CF0367'CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF THE RIGHT OF WAY FENCELINE
 CF0367'AND 4 FEET WEST OF THE WITNESS POST.  THE UNDERGROUND DISK IS SET IN A
 CF0367'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE DISK.
 CF0367'
 CF0367'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CAT RM 1---.  IT IS SET IN
 CF0367'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 100 FEET EAST OF THE CENTER
 CF0367'LINE OF THE HIGHWAY.
 CF0367'
 CF0367'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CAT RM 2---.  IT IS SET IN
 CF0367'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 100 FEET EAST OF THE CENTER
 CF0367'LINE OF THE HIGHWAY.
 CF0367'
 CF0367'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE AZDT HOP OR USFS
 CF0367'FLATTOP.
 CF0367
 CF0367                          STATION RECOVERY (2005)
 CF0367
 CF0367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PFM)
 CF0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1860 ***********************************************************************
 CZ1860  DESIGNATION -  CATALINA
 CZ1860  PID         -  CZ1860
 CZ1860  STATE/COUNTY-  AZ/PIMA
 CZ1860  USGS QUAD   -  MT LEMMON (1981)
 CZ1860
 CZ1860                         *CURRENT SURVEY CONTROL
 CZ1860  ___________________________________________________________________
 CZ1860* NAD 83(1992)-  32 26 33.99261(N)    110 47 19.33076(W)     ADJUSTED  
 CZ1860* NAVD 88     -      2800.6    (meters)    9188.     (feet)  VERTCON   
 CZ1860  ___________________________________________________________________
 CZ1860  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 CZ1860  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1860  HORZ ORDER  -  FIRST
 CZ1860
 CZ1860.The horizontal coordinates were established by classical geodetic methods
 CZ1860.and adjusted by the National Geodetic Survey in August 1993.
 CZ1860
 CZ1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1860
 CZ1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1860
 CZ1860.The geoid height was determined by GEOID03.
 CZ1860
 CZ1860;                    North         East     Units Scale Factor Converg.
 CZ1860;SPC AZ C     -   160,521.927   319,421.768   MT  1.00003867   +0 36 18.6
 CZ1860;SPC AZ C     -   526,646.74  1,047,971.68   iFT  1.00003867   +0 36 18.6
 CZ1860;UTM  12      - 3,589,535.407   519,861.644   MT  0.99960486   +0 06 48.1
 CZ1860
 CZ1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1860!SPC AZ C     -   0.99956483  x   1.00003867  =   0.99960349
 CZ1860!UTM  12      -   0.99956483  x   0.99960486  =   0.99916987
 CZ1860
 CZ1860|---------------------------------------------------------------------|
 CZ1860| PID    Reference Object                     Distance      Geod. Az  |
 CZ1860|                                                           dddmmss.s |
 CZ1860| CC7111 CATALINA RM                           8.290 METERS 02603     |
 CZ1860| CC7112 CATALINA RM 2                        15.105 METERS 20807     |
 CZ1860|---------------------------------------------------------------------|
 CZ1860
 CZ1860                          SUPERSEDED SURVEY CONTROL
 CZ1860
 CZ1860  NAD 83(1986)-  32 26 33.98933(N)    110 47 19.32697(W) AD(       ) 1
 CZ1860  NAD 27      -  32 26 33.72200(N)    110 47 16.96200(W) AD(       ) 1
 CZ1860  NGVD 29 (07/19/86) 2799.6    (m)         9185.     (f) VERT ANG    3  
 CZ1860
 CZ1860.Superseded values are not recommended for survey control.
 CZ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1860.See file dsdata.txt to determine how the superseded data were derived.
 CZ1860
 CZ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1986289535(NAD 83)
 CZ1860_MARKER: DS = TRIANGULATION STATION DISK
 CZ1860_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1860
 CZ1860  HISTORY     - Date     Condition        Report By
 CZ1860  HISTORY     - 1910     MONUMENTED       CGS
 CZ1860  HISTORY     - 1919     GOOD             CGS
 CZ1860  HISTORY     - 1936     GOOD             CGS
 CZ1860  HISTORY     - 1947     MARK NOT FOUND   CGS
 CZ1860
 CZ1860                          STATION DESCRIPTION
 CZ1860
 CZ1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CZ1860'ON THE NORTH SPUR OF WHAT IS KNOWN LOCALLY AS LEMON MOUNTAIN,
 CZ1860'THE HIGHEST PEAK OF THE CATALINA MOUNTAINS, ABOUT 22 MILES IN
 CZ1860'A DIRECT LINE NORTHEAST OF TUCSON.  THE BEST APPROACH IS
 CZ1860'FROM THE NORTH FROM THE TOWN OF ORACLE, VIA THE 3C RANCH AND
 CZ1860'CAMP APACHE MINE, BUT THE STATION MAY ALSO BE REACHED FROM
 CZ1860'THE SOUTH OR TUCSON SIDE BY A TRAIL LEADING UP THE SALINO
 CZ1860'CANYON.  TIMBER ON THE PEAK OBSTRUCTS THE VIEW EXCEPT WHERE
 CZ1860'IT HAS BEEN CLEARED.  THE STATION IS MARKED BY A STANDARD
 CZ1860'TRIANGULATION DISK CEMENTED INTO A DRILL HOLE IN SOLID
 CZ1860'OUTCROPPING ROCK.  THE REFERENCE MARK, A U.S. GEOLOGICAL SURVEY
 CZ1860'BENCH MARK DISK CEMENTED INTO THE ROCK, IS 3.225 METERS
 CZ1860'(10.58 FEET) FROM STATION  N 25 DEG 26 MIN E.
 CZ1860'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK
 CZ1860'DRIVEN INTO A 3 1/2-FOOT PINE TREE, IS 15.105 METERS
 CZ1860'(49.56 FEET) FROM STATION  S 28 DEG 07 MIN W.
 CZ1860
 CZ1860                          STATION RECOVERY (1919)
 CZ1860
 CZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 CZ1860'RECOVERED.
 CZ1860
 CZ1860                          STATION RECOVERY (1936)
 CZ1860
 CZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 CZ1860'RECOVERED.
 CZ1860
 CZ1860                          STATION RECOVERY (1947)
 CZ1860
 CZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1860'THE STATION HAS BEEN LOST.  THE STATION MARK AND REFERENCE
 CZ1860'MARK NO. 1 HAVE BEEN DESTROYED AS NO TRACE OF THEM COULD BE
 CZ1860'FOUND.  REFERENCE MARK NO. 2 WAS RECOVERED.  A NEW STATION
 CZ1860'MARK WAS SET BY THE U.S.G.S. AND A NEW REFERENCE MARK SET BY
 CZ1860'THE USC AND GS.  THE NEW STATION IS PROBABLY WITHIN A FEW
 CZ1860'FEET OF THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1859 ***********************************************************************
 CZ1859  DESIGNATION -  CATALINA 2 RESET
 CZ1859  PID         -  CZ1859
 CZ1859  STATE/COUNTY-  AZ/PIMA
 CZ1859  USGS QUAD   -  MT LEMMON (1981)
 CZ1859
 CZ1859                         *CURRENT SURVEY CONTROL
 CZ1859  ___________________________________________________________________
 CZ1859* NAD 83(1992)-  32 26 33.98715(N)    110 47 19.34758(W)     ADJUSTED  
 CZ1859* NAVD 88     -      2795.2    (meters)    9171.     (feet)  VERTCON   
 CZ1859  ___________________________________________________________________
 CZ1859  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 CZ1859  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1859  HORZ ORDER  -  FIRST
 CZ1859
 CZ1859.The horizontal coordinates were established by classical geodetic methods
 CZ1859.and adjusted by the National Geodetic Survey in August 1993.
 CZ1859
 CZ1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1859
 CZ1859.Photographs are available for this station.
 CZ1859
 CZ1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1859
 CZ1859.The geoid height was determined by GEOID03.
 CZ1859
 CZ1859;                    North         East     Units Scale Factor Converg.
 CZ1859;SPC AZ C     -   160,521.754   319,421.330   MT  1.00003867   +0 36 18.6
 CZ1859;SPC AZ C     -   526,646.17  1,047,970.24   iFT  1.00003867   +0 36 18.6
 CZ1859;UTM  12      - 3,589,535.238   519,861.205   MT  0.99960486   +0 06 48.1
 CZ1859
 CZ1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1859!SPC AZ C     -   0.99956568  x   1.00003867  =   0.99960433
 CZ1859!UTM  12      -   0.99956568  x   0.99960486  =   0.99917071
 CZ1859
 CZ1859:                Primary Azimuth Mark                     Grid Az
 CZ1859:SPC AZ C     -  RICE                                     024 43 41.5
 CZ1859:UTM  12      -  RICE                                     025 13 12.0
 CZ1859
 CZ1859|---------------------------------------------------------------------|
 CZ1859| PID    Reference Object                     Distance      Geod. Az  |
 CZ1859|                                                           dddmmss.s |
 CZ1859| CZ1883 RICE                                APPROX. 8.5 KM 0252000.1 |
 CZ1859| CZ1858 CATALINA 2 TEMP NE                   29.954 METERS 04613     |
 CZ1859| CR7596 CATALINA 2 RM 1 CARTRIDGE             5.291 METERS 06133     |
 CZ1859| CC7112 CATALINA RM 2                        14.769 METERS 21506     |
 CZ1859| CC7113 CATALINA 2 RM 3                       4.894 METERS 27916     |
 CZ1859|---------------------------------------------------------------------|
 CZ1859
 CZ1859                          SUPERSEDED SURVEY CONTROL
 CZ1859
 CZ1859  NAD 83(1986)-  32 26 33.98742(N)    110 47 19.34072(W) AD(       ) 1
 CZ1859  NAD 27      -  32 26 33.70950(N)    110 47 16.98290(W) AD(       ) 1
 CZ1859  NGVD 29 (07/19/86) 2794.2    (m)         9167.     (f) VERT ANG    3  
 CZ1859
 CZ1859.Superseded values are not recommended for survey control.
 CZ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1859.See file dsdata.txt to determine how the superseded data were derived.
 CZ1859
 CZ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1986189535(NAD 83)
 CZ1859_MARKER: DD = SURVEY DISK
 CZ1859_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1859_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1859
 CZ1859  HISTORY     - Date     Condition        Report By
 CZ1859  HISTORY     - 1955     MONUMENTED       USGS
 CZ1859  HISTORY     - 1971     GOOD             NGS
 CZ1859
 CZ1859                          STATION DESCRIPTION
 CZ1859
 CZ1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1859'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN FAIR CONDITION.
 CZ1859'THE REFERENCE TREES HAVE BEEN CUT.  THE USE MARK THAT WAS USED FOR
 CZ1859'AN AZIMUTH MARK IS NO LONGER VISIBLE.  AN AZIMUTH MARK WAS
 CZ1859'ESTABLISHED AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ1859'
 CZ1859'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ON THE
 CZ1859'HIGHEST PEAK OF THE SANTA CATALINA MOUNTAINS AND ON A PEAK LOCALLY
 CZ1859'KNOWN AS MOUNT LEMMON.  IT IS ON THE GROUNDS OF THE MOUNT LEMMON
 CZ1859'AIR FORCE STATION.
 CZ1859'
 CZ1859'TO REACH THE STATION FROM THE INTERSECTION OF EAST BROADWAY AND
 CZ1859'WILMOT ROAD IN TUCSON GO NORTH ON WILMOT ROAD FOR 1.6 MILES TO THE
 CZ1859'JUNCTION OF TANQUE VERDE ROAD.  BEAR RIGHT AND GO EAST ON TANQUE
 CZ1859'VERDE ROAD FOR 3.5 MILES TO THE JUNCTION OF CATALINA HIGHWAY.  BEAR
 CZ1859'LEFT AND GO NORTHEAST ON CATALINA HIGHWAY FOR 26.6 MILES TO A
 CZ1859'GRAVEL SIDE ROAD RIGHT, THE ENTRANCE TO THE UNIVERSITY OF ARIZONA,
 CZ1859'SITE 1 OBSERVATORY.  CONTINUE AHEAD UPHILL FOR 4.1 MILES TO
 CZ1859'A SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE UPHILL
 CZ1859'FOR 3.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 CZ1859'UPHILL FOR 0.3 MILE TO THE GATE OF THE MOUNT LEMMON AIR FORCE
 CZ1859'STATION.  PASS THROUGH THE GATE AND CONTINUE UPHILL FOR 0.1 MILE
 CZ1859'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.2 MILE
 CZ1859'TO BUILDING 191 AND THE STATION AS DESCRIBED.
 CZ1859'
 CZ1859'THE STATION MARK IS A STANDARD DISK STAMPED CATALINA 2 RESET 1955,
 CZ1859'WITH A BOLT DRIVEN THROUGH THE CENTER AND INTO SOLID OUTCROPPING
 CZ1859'BEDROCK.  IT IS 40 FEET EAST OF A SECURITY FENCE AND 24.5 FEET
 CZ1859'SOUTH-SOUTHWEST OF A GRAY POWER BOX.
 CZ1859'
 CZ1859'THE MARK IS A U S AIR FORCE DISK STAMPED CATALINA SHIRAN 1967, SET
 CZ1859'IN THE TOP OF A 18 X 36-INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 CZ1859'THE GROUND SURFACE.  IT IS 30.5 FEET NORTH OF BUILDING 191 AND 25
 CZ1859'FEET SOUTH OF A SECURITY FENCE.
 CZ1859'
 CZ1859'AFCRL OBS (N.E. PILLAR) IS A PUNCH MARK IN THE CENTER OF THE
 CZ1859'NORTHEAST STEEL PILLAR OF THE TELESCOPE MOUNT ON WHAT IS NOW THE
 CZ1859'ROOF OF BUILDING 191.
 CZ1859'
 CZ1859'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CATALINA
 CZ1859'2 RESET 1955 AZI 1971, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT ROCK
 CZ1859'OUTCROP THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 23
 CZ1859'FEET EAST OF A CUTBANK, 16 FEET SOUTHEAST OF A 30-INCH PINE TREE
 CZ1859'WITH A TRIANGULAR BLAZE AND 14 FEET NORTH OF A 14-INCH PINE TREE
 CZ1859'WITH A TRIANGULAR BLAZE.
 CZ1859'
 CZ1859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES NORTHEAST
 CZ1859'OF TUCSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1947 ***********************************************************************
 AI1947  FBN         -  This is a Federal Base Network Control Station.
 AI1947  DESIGNATION -  CATALINA 2 RESET 2
 AI1947  PID         -  AI1947
 AI1947  STATE/COUNTY-  AZ/PIMA
 AI1947  USGS QUAD   -  MT LEMMON (1981)
 AI1947
 AI1947                         *CURRENT SURVEY CONTROL
 AI1947  ___________________________________________________________________
 AI1947* NAD 83(2007)-  32 26 34.66257(N)    110 47 18.52277(W)     ADJUSTED  
 AI1947* NAVD 88     -      2791.8    (meters)    9159.     (feet)  GPS OBS   
 AI1947  ___________________________________________________________________
 AI1947  EPOCH DATE  -        2007.00
 AI1947  X           -  -1,913,084.345 (meters)                     COMP
 AI1947  Y           -  -5,039,282.406 (meters)                     COMP
 AI1947  Z           -   3,403,469.599 (meters)                     COMP
 AI1947  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 AI1947  ELLIP HEIGHT-        2764.020 (meters)          (02/10/07) ADJUSTED
 AI1947  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AI1947
 AI1947  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1947  Type    PID    Designation                      North   East  Ellip
 AI1947  -------------------------------------------------------------------
 AI1947  NETWORK AI1947 CATALINA 2 RESET 2                0.41   0.35   1.18
 AI1947  -------------------------------------------------------------------
 AI1947
 AI1947.The horizontal coordinates were established by GPS observations
 AI1947.and adjusted by the National Geodetic Survey in February 2007.
 AI1947
 AI1947.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1947.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1947.The horizontal coordinates are valid at the epoch date displayed above.
 AI1947.The epoch date for horizontal control is a decimal equivalence
 AI1947.of Year/Month/Day.
 AI1947
 AI1947.The orthometric height was determined by GPS observations and a
 AI1947.high-resolution geoid model.
 AI1947
 AI1947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1947
 AI1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1947
 AI1947.The ellipsoidal height was determined by GPS observations
 AI1947.and is referenced to NAD 83.
 AI1947
 AI1947.The geoid height was determined by GEOID03.
 AI1947
 AI1947;                    North         East     Units Scale Factor Converg.
 AI1947;SPC AZ C     -   160,542.787   319,442.655   MT  1.00003873   +0 36 19.0
 AI1947;SPC AZ C     -   526,715.18  1,048,040.21   iFT  1.00003873   +0 36 19.0
 AI1947;UTM  12      - 3,589,556.078   519,882.701   MT  0.99960487   +0 06 48.5
 AI1947
 AI1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1947!SPC AZ C     -   0.99956621  x   1.00003873  =   0.99960492
 AI1947!UTM  12      -   0.99956621  x   0.99960487  =   0.99917125
 AI1947
 AI1947                          SUPERSEDED SURVEY CONTROL
 AI1947
 AI1947  NAD 83(1992)-  32 26 34.66209(N)    110 47 18.52195(W) AD(       ) A
 AI1947  ELLIP H (09/30/99) 2764.042  (m)                       GP(       ) 3 1
 AI1947
 AI1947.Superseded values are not recommended for survey control.
 AI1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1947.See file dsdata.txt to determine how the superseded data were derived.
 AI1947
 AI1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1988389556(NAD 83)
 AI1947_MARKER: DD = SURVEY DISK
 AI1947_SETTING: 0 = UNSPECIFIED SETTING
 AI1947_STAMPING: CATALINA 2 RESET ASA974 LS 11845 1987
 AI1947_MARK LOGO: USA   
 AI1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1947+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1999
 AI1947
 AI1947  HISTORY     - Date     Condition        Report By
 AI1947  HISTORY     - 1987     MONUMENTED       USA
 AI1947  HISTORY     - 19990111 GOOD             NGS
 AI1947
 AI1947                          STATION DESCRIPTION
 AI1947
 AI1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI1947'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST, ON THE HIGHEST
 AI1947'PEAK OF THE SANTA CATALINA MOUNTAINS AND ON A PEAK LOCALLY KNOWN AS
 AI1947'MOUNT LEMMON, ON THE GROUNDS OF THE UNIVERSITY OF ARIZONA OBSERVATORY
 AI1947'SITE 1.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AI1947'10 AND SPEEDWAY BLVD, GO EAST FOR 7.4 MI (11.9 KM) TO WILMOT RD. TURN
 AI1947'LEFT, NORTH ON WILMOT ROAD FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF
 AI1947'TANQUE VERDE ROAD.  BEAR RIGHT, EAST ON TANQUE VERDE ROAD FOR 3.5 MI
 AI1947'(5.6 KM) TO THE JUNCTION OF CATALINA HIGHWAY.  TURN LEFT, NORTHEAST ON
 AI1947'CATALINA HIGHWAY FOR 29.5 MILES (47.5 KM) TO SKI VALLEY ROAD.  TURN
 AI1947'RIGHT, NORTH FOR 1.4 MILES (2.3 KM) TO SKI VALLEY AND END OF ROAD AND
 AI1947'LOCKED GATE.  CONTINUE AHEAD THROUGH GATE AND UPHILL FOR 0.3 MILE (0.5
 AI1947'KM) TO OPEN GATE.  CONTINUE AHEAD 1.4 MILE (2.3 KM) TO OPEN GATE.
 AI1947'CONTINUE AHEAD 0.15 MI (0.24 KM) TO MAIN GATE TO THE UNIVERSITY OF
 AI1947'ARIZONA SITE 1 OBSERVATORY.  PASS THROUGH GATE, WEST FOR 0.05 MI (0.08
 AI1947'KM) TO A FORK.  BEAR RIGHT, NORTH, UPHILL FOR 0.1 MI (0.2 KM) TO THE
 AI1947'END OF THE ROAD AND THE STATION STRAIGHT AHEAD THROUGH GATE.  LOCATED
 AI1947'18.6 M (61.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF BUILDING
 AI1947'NUMBER 1401.  12.4 M (40.7 FT) NORTH-NORTHEAST FROM THE GATE POST, 7.5
 AI1947'M (24.6 FT) SOUTHEAST OF A GRAY POWER BOX, 5.6 M (18.4 FT) SOUTH OF A
 AI1947'METAL POLE, 11.1 M (36.4 FT) NORTH OF A SECURITY FENCE, SET IN A 1.1
 AI1947'FT (0.3 M) BY 1.5 FT (0.5 M) CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1861 ***********************************************************************
 CZ1861  DESIGNATION -  CATALINA 2 RESET AZ MK
 CZ1861  PID         -  CZ1861
 CZ1861  STATE/COUNTY-  AZ/PIMA
 CZ1861  USGS QUAD   -  MT LEMMON (1981)
 CZ1861
 CZ1861                         *CURRENT SURVEY CONTROL
 CZ1861  ___________________________________________________________________
 CZ1861* NAD 83(1992)-  32 26 28.70862(N)    110 47 01.16712(W)     ADJUSTED  
 CZ1861* NAVD 88     -      2793.     (meters)    9163.     (feet)  SCALED    
 CZ1861  ___________________________________________________________________
 CZ1861  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 CZ1861  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CZ1861  HORZ ORDER  -  SECOND
 CZ1861
 CZ1861.The horizontal coordinates were established by classical geodetic methods
 CZ1861.and adjusted by the National Geodetic Survey in August 1993.
 CZ1861
 CZ1861.The orthometric height was scaled from a topographic map.
 CZ1861
 CZ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1861
 CZ1861.The geoid height was determined by GEOID03.
 CZ1861
 CZ1861;                    North         East     Units Scale Factor Converg.
 CZ1861;SPC AZ C     -   160,364.184   319,897.943   MT  1.00003992   +0 36 28.2
 CZ1861;SPC AZ C     -   526,129.21  1,049,533.93   iFT  1.00003992   +0 36 28.2
 CZ1861;UTM  12      - 3,589,373.653   520,336.241   MT  0.99960510   +0 06 57.8
 CZ1861
 CZ1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1861!SPC AZ C     -   0.99956602  x   1.00003992  =   0.99960593
 CZ1861!UTM  12      -   0.99956602  x   0.99960510  =   0.99917130
 CZ1861
 CZ1861:                Primary Azimuth Mark                     Grid Az
 CZ1861:SPC AZ C     -  AFCRL OBS NE PILLAR                      288 53 22.6
 CZ1861:UTM  12      -  AFCRL OBS NE PILLAR                      289 22 53.0
 CZ1861
 CZ1861|---------------------------------------------------------------------|
 CZ1861| PID    Reference Object                     Distance      Geod. Az  |
 CZ1861|                                                           dddmmss.s |
 CZ1861| CZ1863 AFCRL OBS NE PILLAR                 APPROX. 0.5 KM 2892950.8 |
 CZ1861| CZ1858 CATALINA 2 TEMP NE                  488.942 METERS 2920119.8 |
 CZ1861|---------------------------------------------------------------------|
 CZ1861
 CZ1861                          SUPERSEDED SURVEY CONTROL
 CZ1861
 CZ1861  NAD 83(1986)-  32 26 28.71099(N)    110 47 01.16601(W) AD(       ) 2
 CZ1861  NAD 27      -  32 26 28.42019(N)    110 46 58.77224(W) AD(       ) 2
 CZ1861
 CZ1861.Superseded values are not recommended for survey control.
 CZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1861.See file dsdata.txt to determine how the superseded data were derived.
 CZ1861
 CZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2033689374(NAD 83)
 CZ1861
 CZ1861  HISTORY     - Date     Condition        Report By
 CZ1861  HISTORY     - 1971     MONUMENTED       NGS
 CZ1861  HISTORY     - 1971     GOOD             NGS
 CZ1861
 CZ1861                          STATION DESCRIPTION
 CZ1861
 CZ1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1861'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CATALINA
 CZ1861'2 RESET 1955 AZI 1971, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT
 CZ1861'ROCK OUTCROP THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 CZ1861'IS 23 FEET EAST OF A CUTBANK, 16 FEET SOUTHEAST OF A 30-INCH PINE
 CZ1861'TREE WITH A TRIANGULAR BLAZE AND 14 FEET NORTH OF A 14-INCH PINE
 CZ1861'TREE WITH A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1858 ***********************************************************************
 CZ1858  DESIGNATION -  CATALINA 2 TEMP NE
 CZ1858  PID         -  CZ1858
 CZ1858  STATE/COUNTY-  AZ/PIMA
 CZ1858  USGS QUAD   -  MT LEMMON (1981)
 CZ1858
 CZ1858                         *CURRENT SURVEY CONTROL
 CZ1858  ___________________________________________________________________
 CZ1858* NAD 83(1992)-  32 26 34.65998(N)    110 47 18.51967(W)     ADJUSTED  
 CZ1858* NAVD 88     -      2790.2    (meters)    9154.     (feet)  VERTCON   
 CZ1858  ___________________________________________________________________
 CZ1858  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 CZ1858  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1858  HORZ ORDER  -  FIRST
 CZ1858
 CZ1858.The horizontal coordinates were established by classical geodetic methods
 CZ1858.and adjusted by the National Geodetic Survey in August 1993.
 CZ1858
 CZ1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1858
 CZ1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1858
 CZ1858.The geoid height was determined by GEOID03.
 CZ1858
 CZ1858;                    North         East     Units Scale Factor Converg.
 CZ1858;SPC AZ C     -   160,542.708   319,442.737   MT  1.00003873   +0 36 19.0
 CZ1858;SPC AZ C     -   526,714.92  1,048,040.48   iFT  1.00003873   +0 36 19.0
 CZ1858;UTM  12      - 3,589,555.999   519,882.782   MT  0.99960487   +0 06 48.5
 CZ1858
 CZ1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1858!SPC AZ C     -   0.99956647  x   1.00003873  =   0.99960518
 CZ1858!UTM  12      -   0.99956647  x   0.99960487  =   0.99917151
 CZ1858
 CZ1858:                Primary Azimuth Mark                     Grid Az
 CZ1858:SPC AZ C     -  CATALINA 2 RESET AZ MK                   111 24 51.5
 CZ1858:UTM  12      -  CATALINA 2 RESET AZ MK                   111 54 22.0
 CZ1858
 CZ1858|---------------------------------------------------------------------|
 CZ1858| PID    Reference Object                     Distance      Geod. Az  |
 CZ1858|                                                           dddmmss.s |
 CZ1858| CZ1861 CATALINA 2 RESET AZ MK              488.942 METERS 1120110.5 |
 CZ1858| CZ1863 AFCRL OBS NE PILLAR                  25.080 METERS 23019     |
 CZ1858| CZ1862 CATALINA SHIRAN                      28.517 METERS 25953     |
 CZ1858|---------------------------------------------------------------------|
 CZ1858
 CZ1858                          SUPERSEDED SURVEY CONTROL
 CZ1858
 CZ1858  NAD 83(1986)-  32 26 34.66029(N)    110 47 18.51276(W) AD(       ) 1
 CZ1858  NAD 27      -  32 26 34.38260(N)    110 47 16.15470(W) AD(       ) 1
 CZ1858  NGVD 29 (07/19/86) 2789.2    (m)         9151.     (f) VERT ANG    3  
 CZ1858
 CZ1858.Superseded values are not recommended for survey control.
 CZ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1858.See file dsdata.txt to determine how the superseded data were derived.
 CZ1858
 CZ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1988389556(NAD 83)
 CZ1858_MARKER: DS = TRIANGULATION STATION DISK
 CZ1858_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1858_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1858+STABILITY: POSITION/ELEVATION WELL
 CZ1858
 CZ1858  HISTORY     - Date     Condition        Report By
 CZ1858  HISTORY     - 1955     MONUMENTED       CGS
 CZ1858
 CZ1858                          STATION DESCRIPTION
 CZ1858
 CZ1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCB)
 CZ1858'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ON THE
 CZ1858'HIGHEST PEAK OF THE MOUNT LEMMON, THE HIGHEST PEAK OF THE
 CZ1858'CATALINA MOUNTAINS, ABOUT 18 MILES NORTHEAST OF TUCSON.  IT IS
 CZ1858'IN ROCK OUTCROP ON THE SOUTHEAST EDGE TO THE RIDGE LEADING
 CZ1858'NORTHEAST FROM THE NORTHEASTERLY POINT OF THE MOUNTAIN TOP,
 CZ1858'ABOUT 98.3 FEET NORTHEAST OF A LARGE ANTENNA TOWER THAT IS
 CZ1858'BEING ERECTED THERE AND ABOUT 3 FEET LOWER THAN THE BASE.  THE
 CZ1858'ANTENNA TOWER IS TO BE CENTERED OVER THE ORIGINAL STATION
 CZ1858'CATALINA 2 (USGS 1946) 1947.
 CZ1858'
 CZ1858'NO REFERENCE MARKS WERE SET BUT 3 PINE TREES WERE MARKED BY
 CZ1858'TRIANGULAR BLAZES WITH NAILS DRIVEN INTO THE TREE AT THE
 CZ1858'VERTEX OF THE BLAZES AND ONE AT THE CENTERS.
 CZ1858'
 CZ1858'REACHED FROM TUCSON AS FOLLOWS--FROM THE INTERSECTION OF STONE
 CZ1858'AND SPEEDWAY STREETS GO EAST 6.8 MILES, TURN LEFT ON TO TANQUE
 CZ1858'VERDE ROAD AND GO 2.7 MILES, TAKE LEFT FORK PER SIGN MT
 CZ1858'LEMMON AND GO 30.5 MILES (0.2 MILE BEFORE REACHING MT. LEMMON
 CZ1858'LODGE), TAKE RIGHT FORK AND GO ABOUT 1.0 MILE TO SKIING AREA,
 CZ1858'CONTINUE ON NEW ROAD ABOUT 2 MILES TO TOP OF MT. LEMMON AND
 CZ1858'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1862 ***********************************************************************
 CZ1862  DESIGNATION -  CATALINA SHIRAN
 CZ1862  PID         -  CZ1862
 CZ1862  STATE/COUNTY-  AZ/PIMA
 CZ1862  USGS QUAD   -  MT LEMMON (1981)
 CZ1862
 CZ1862                         *CURRENT SURVEY CONTROL
 CZ1862  ___________________________________________________________________
 CZ1862* NAD 83(1992)-  32 26 34.49734(N)    110 47 19.59442(W)     ADJUSTED  
 CZ1862* NAVD 88     -      2792.     (meters)    9160.     (feet)  SCALED    
 CZ1862  ___________________________________________________________________
 CZ1862  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 CZ1862  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1862  HORZ ORDER  -  SECOND
 CZ1862
 CZ1862.The horizontal coordinates were established by classical geodetic methods
 CZ1862.and adjusted by the National Geodetic Survey in August 1993.
 CZ1862
 CZ1862.The orthometric height was scaled from a topographic map.
 CZ1862
 CZ1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1862
 CZ1862.The geoid height was determined by GEOID03.
 CZ1862
 CZ1862;                    North         East     Units Scale Factor Converg.
 CZ1862;SPC AZ C     -   160,537.401   319,414.717   MT  1.00003866   +0 36 18.4
 CZ1862;SPC AZ C     -   526,697.51  1,047,948.55   iFT  1.00003866   +0 36 18.4
 CZ1862;UTM  12      - 3,589,550.935   519,854.729   MT  0.99960486   +0 06 47.9
 CZ1862
 CZ1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1862!SPC AZ C     -   0.99956618  x   1.00003866  =   0.99960483
 CZ1862!UTM  12      -   0.99956618  x   0.99960486  =   0.99917121
 CZ1862
 CZ1862                          SUPERSEDED SURVEY CONTROL
 CZ1862
 CZ1862  NAD 83(1986)-  32 26 34.49765(N)    110 47 19.58750(W) AD(       ) 2
 CZ1862  NAD 27      -  32 26 34.21998(N)    110 47 17.22942(W) AD(       ) 2
 CZ1862
 CZ1862.Superseded values are not recommended for survey control.
 CZ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1862.See file dsdata.txt to determine how the superseded data were derived.
 CZ1862
 CZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1985589551(NAD 83)
 CZ1862
 CZ1862  HISTORY     - Date     Condition        Report By
 CZ1862  HISTORY     - 1967     MONUMENTED       USAF
 CZ1862  HISTORY     - 1971     GOOD             NGS
 CZ1862
 CZ1862                          STATION DESCRIPTION
 CZ1862
 CZ1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1862'STATION MARK IS A U S AIR FORCE DISK STAMPED CATALINA SHIRAN 1967,
 CZ1862'SET IN THE TOP OF A 18 X 36-INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 CZ1862'THE GROUND SURFACE.  IT IS 30.5 FEET NORTH OF BUILDING 191 AND 25
 CZ1862'FEET SOUTH OF A SECURITY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0242 ***********************************************************************
 GQ0242  DESIGNATION -  CATARACT
 GQ0242  PID         -  GQ0242
 GQ0242  STATE/COUNTY-  AZ/COCONINO
 GQ0242  USGS QUAD   -  ANTELOPE POINT (1988)
 GQ0242
 GQ0242                         *CURRENT SURVEY CONTROL
 GQ0242  ___________________________________________________________________
 GQ0242* NAD 83(1992)-  36 03 11.24407(N)    112 33 03.99445(W)     ADJUSTED  
 GQ0242* NAVD 88     -      1750.3    (meters)    5742.     (feet)  VERTCON   
 GQ0242  ___________________________________________________________________
 GQ0242  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GQ0242  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 GQ0242  HORZ ORDER  -  THIRD
 GQ0242
 GQ0242.The horizontal coordinates were established by classical geodetic methods
 GQ0242.and adjusted by the National Geodetic Survey in August 1993.
 GQ0242
 GQ0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0242
 GQ0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0242
 GQ0242.The geoid height was determined by GEOID03.
 GQ0242
 GQ0242;                    North         East     Units Scale Factor Converg.
 GQ0242;SPC AZ C     -   560,593.099   156,200.032   MT  0.99994025   -0 22 24.2
 GQ0242;SPC AZ C     - 1,839,216.20    512,467.30   iFT  0.99994025   -0 22 24.2
 GQ0242;UTM  12      - 3,990,953.774   360,290.711   MT  0.99984051   -0 54 46.9
 GQ0242
 GQ0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0242!SPC AZ C     -   0.99972903  x   0.99994025  =   0.99966930
 GQ0242!UTM  12      -   0.99972903  x   0.99984051  =   0.99956958
 GQ0242
 GQ0242:                Primary Azimuth Mark                     Grid Az
 GQ0242:SPC AZ C     -  WONDER                                   085 54 24.7
 GQ0242:UTM  12      -  WONDER                                   086 26 47.4
 GQ0242
 GQ0242|---------------------------------------------------------------------|
 GQ0242| PID    Reference Object                     Distance      Geod. Az  |
 GQ0242|                                                           dddmmss.s |
 GQ0242| GQ0301 WONDER                              APPROX. 4.9 KM 0853200.5 |
 GQ0242|---------------------------------------------------------------------|
 GQ0242
 GQ0242                          SUPERSEDED SURVEY CONTROL
 GQ0242
 GQ0242  NAD 83(1986)-  36 03 11.23776(N)    112 33 03.99265(W) AD(       ) 3
 GQ0242  NGVD 29 (05/08/89) 1749.5    (m)         5740.     (f) VERT ANG    3  
 GQ0242
 GQ0242.Superseded values are not recommended for survey control.
 GQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0242.See file dsdata.txt to determine how the superseded data were derived.
 GQ0242
 GQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6029190954(NAD 83)
 GQ0242_MARKER: DS = TRIANGULATION STATION DISK
 GQ0242_SETTING: 80 = SET IN A BOULDER
 GQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0242+STABILITY: SURFACE MOTION
 GQ0242
 GQ0242  HISTORY     - Date     Condition        Report By
 GQ0242  HISTORY     - 1903     MONUMENTED       USGS
 GQ0242  HISTORY     - 1933     GOOD             USGS
 GQ0242  HISTORY     - 1933     GOOD             USGS
 GQ0242  HISTORY     - 1956     GOOD             USGS
 GQ0242  HISTORY     - 1956     GOOD             USGS
 GQ0242
 GQ0242                          STATION DESCRIPTION
 GQ0242
 GQ0242'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0242'LOCATED ABOUT 10 MI S. OF BASS AND SUPAI RD.  ON NORTH RIM OF
 GQ0242'CATARACT CANYON.
 GQ0242'
 GQ0242'TO REACH FROM BASS AND SUPAI OR BASS AND ASH FORK RD., TAKE
 GQ0242'SADDLE HORSES.
 GQ0242'
 GQ0242'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0242'LIMESTONE ROCK UNDER CENTER OF CAIRN BUILT OF ROCK AND EARTH 6
 GQ0242'FT. HIGH AND 8 FT. IN DIAMETER AT BOTTOM AND 6 FT. AT TOP.
 GQ0242
 GQ0242                          STATION RECOVERY (1933)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'RM 1--STANDARD RM TABLET STAMPED---NO 1 ---, CEMENTED IN LIMESTONE
 GQ0242'OUTCROP ON BREAK TO CATARACT CANYON.
 GQ0242'
 GQ0242'RM 2--BARRED ARROW WITH DRILL HOLE IN CROSS CUT IN LIMESTONE
 GQ0242'OUTCROP AND POINTING TO STATION.
 GQ0242'
 GQ0242'NOTE--CATARACT CANYON LIES E. AND W. AT THIS PLACE BENDING N.
 GQ0242'ABOUT 1.5 MI W. WHERE BLACK TANKS WASH ENTERS IT AND S. ABOUT 1.5
 GQ0242'MI E. WHERE PRAIRIE WASH ENTERS.  STATION IS ON ROLLING, GRASSY
 GQ0242'KNOLL NEAR ITS WEST END, AT EDGE OF SAGEBRUSH.
 GQ0242
 GQ0242                          STATION RECOVERY (1933)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'RM 1--STANDARD RM TABLET STAMPED---NO 1 ---, CEMENTED IN LIMESTONE
 GQ0242'OUTCROP ON BREAK TO CATARACT CANYON.
 GQ0242'
 GQ0242'RM 2--BARRED ARROW WITH DRILL HOLE IN CROSS CUT IN LIMESTONE
 GQ0242'OUTCROP AND POINTING TO STATION.
 GQ0242'
 GQ0242'NOTE--CATARACT CANYON LIES E. AND W. AT THIS PLACE BENDING N.
 GQ0242'ABOUT 1.5 MI W. WHERE BLACK TANKS WASH ENTERS IT AND S. ABOUT 1.5
 GQ0242'MI E. WHERE PRAIRIE WASH ENTERS.  STATION IS ON ROLLING, GRASSY
 GQ0242'KNOLL NEAR ITS WEST END, AT EDGE OF SAGEBRUSH.
 GQ0242
 GQ0242                          STATION RECOVERY (1956)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0242'TO JCT. OF HILLTOP PASTURE WASH RDS.  TURN LEFT AND GO 1 MI S. TO
 GQ0242'RD. FORKS.  TAKE RIGHT FORK 6.2 MI TO HOUSE PASSING THROUGH GATE
 GQ0242'IN DRIFT FENCE AT 0.8 MI.  TURN LEFT AT HOUSE AND FOLLOW DIM TWO
 GQ0242'TRACK RD. 2.8 MI TO STATION.
 GQ0242
 GQ0242                          STATION RECOVERY (1956)
 GQ0242
 GQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0242'RECOVERED IN GOOD CONDITION.
 GQ0242'
 GQ0242'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0242'TO JCT. OF HILLTOP PASTURE WASH RDS.  TURN LEFT AND GO 1 MI S. TO
 GQ0242'RD. FORKS.  TAKE RIGHT FORK 6.2 MI TO HOUSE PASSING THROUGH GATE
 GQ0242'IN DRIFT FENCE AT 0.8 MI.  TURN LEFT AT HOUSE AND FOLLOW DIM TWO
 GQ0242'TRACK RD. 2.8 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2403 ***********************************************************************
 CZ2403  DESIGNATION -  CATES
 CZ2403  PID         -  CZ2403
 CZ2403  STATE/COUNTY-  AZ/PINAL
 CZ2403  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2403
 CZ2403                         *CURRENT SURVEY CONTROL
 CZ2403  ___________________________________________________________________
 CZ2403* NAD 83(1992)-  32 46 43.44089(N)    111 53 05.44421(W)     ADJUSTED  
 CZ2403* NAVD 88     -       466.6    (meters)    1531.     (feet)  VERTCON   
 CZ2403  ___________________________________________________________________
 CZ2403  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ2403  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ2403  HORZ ORDER  -  THIRD
 CZ2403
 CZ2403.The horizontal coordinates were established by classical geodetic methods
 CZ2403.and adjusted by the National Geodetic Survey in August 1993.
 CZ2403
 CZ2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2403
 CZ2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2403
 CZ2403.The geoid height was determined by GEOID03.
 CZ2403
 CZ2403;                    North         East     Units Scale Factor Converg.
 CZ2403;SPC AZ C     -   197,215.447   216,340.882   MT  0.99990011   +0 01 02.0
 CZ2403;SPC AZ C     -   647,032.31    709,779.80   iFT  0.99990011   +0 01 02.0
 CZ2403;UTM  12      - 3,627,104.201   417,134.332   MT  0.99968467   -0 28 44.7
 CZ2403
 CZ2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2403!SPC AZ C     -   0.99993152  x   0.99990011  =   0.99983164
 CZ2403!UTM  12      -   0.99993152  x   0.99968467  =   0.99961621
 CZ2403
 CZ2403                          SUPERSEDED SURVEY CONTROL
 CZ2403
 CZ2403  NAD 83(1986)-  32 46 43.43325(N)    111 53 05.43980(W) AD(       ) 3
 CZ2403  NGVD 29 (04/26/91)  466.0    (m)         1529.     (f) VERT ANG    3  
 CZ2403
 CZ2403.Superseded values are not recommended for survey control.
 CZ2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2403.See file dsdata.txt to determine how the superseded data were derived.
 CZ2403
 CZ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1713427104(NAD 83)
 CZ2403_MARKER: DD = SURVEY DISK
 CZ2403_SETTING: 80 = SET IN A BOULDER
 CZ2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2403+STABILITY: SURFACE MOTION
 CZ2403
 CZ2403  HISTORY     - Date     Condition        Report By
 CZ2403  HISTORY     - 1921     MONUMENTED       USGS
 CZ2403
 CZ2403                          STATION DESCRIPTION
 CZ2403
 CZ2403'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2403'LOCATED ABOUT 10 MI SW. OF CASA GRANDE.  ON HIGHEST POINT OF LONE
 CZ2403'ROCKY HILL, ON LAND OWNED AND FENCED BY MR. CATES OF CASA GRANDE.
 CZ2403'
 CZ2403'TO REACH NOT GIVEN.
 CZ2403'
 CZ2403'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 CZ2403'UNDER CENTER OF 9-FT HIGH CAIRN.
 CZ2403'
 CZ2403'RMS--NONE SET.
 CZ2403'
 CZ2403'NOTE--FORM 9-1165, CAIRN REPORTED DESTROYED AND STATION MARK NOT
 CZ2403'FOUND, 1965.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2091 ***********************************************************************
 DV2091  DESIGNATION -  CATHERINE
 DV2091  PID         -  DV2091
 DV2091  STATE/COUNTY-  AZ/MARICOPA
 DV2091  USGS QUAD   -  LAVEEN (1973)
 DV2091
 DV2091                         *CURRENT SURVEY CONTROL
 DV2091  ___________________________________________________________________
 DV2091* NAD 83(1992)-  33 16 02.86266(N)    112 08 46.68794(W)     ADJUSTED  
 DV2091* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 DV2091  ___________________________________________________________________
 DV2091  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DV2091  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2091  HORZ ORDER  -  SECOND
 DV2091
 DV2091.The horizontal coordinates were established by classical geodetic methods
 DV2091.and adjusted by the National Geodetic Survey in August 1993.
 DV2091
 DV2091.The orthometric height was scaled from a topographic map.
 DV2091
 DV2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2091
 DV2091.The geoid height was determined by GEOID03.
 DV2091
 DV2091;                    North         East     Units Scale Factor Converg.
 DV2091;SPC AZ C     -   251,435.441   191,966.921   MT  0.99990564   -0 07 33.5
 DV2091;SPC AZ C     -   824,919.43    629,812.73   iFT  0.99990564   -0 07 33.5
 DV2091;UTM  12      - 3,681,524.309   393,238.621   MT  0.99974053   -0 37 43.9
 DV2091
 DV2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2091!SPC AZ C     -   0.99995407  x   0.99990564  =   0.99985971
 DV2091!UTM  12      -   0.99995407  x   0.99974053  =   0.99969461
 DV2091
 DV2091:                Primary Azimuth Mark                     Grid Az
 DV2091:SPC AZ C     -  JACKSON                                  093 21 09.0
 DV2091:UTM  12      -  JACKSON                                  093 51 19.4
 DV2091
 DV2091|---------------------------------------------------------------------|
 DV2091| PID    Reference Object                     Distance      Geod. Az  |
 DV2091|                                                           dddmmss.s |
 DV2091| DV2083 JACKSON                             APPROX.10.6 KM 0931335.5 |
 DV2091| CH4963 CATHERINE RM 1                        8.728 METERS 22856     |
 DV2091| CH4964 CATHERINE RM 2                       10.442 METERS 31859     |
 DV2091|---------------------------------------------------------------------|
 DV2091
 DV2091                          SUPERSEDED SURVEY CONTROL
 DV2091
 DV2091  NAD 83(1986)-  33 16 02.85553(N)    112 08 46.69266(W) AD(       ) 2
 DV2091  NAD 27      -  33 16 02.68600(N)    112 08 44.16000(W) AD(       ) 2
 DV2091
 DV2091.Superseded values are not recommended for survey control.
 DV2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2091.See file dsdata.txt to determine how the superseded data were derived.
 DV2091
 DV2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9323981524(NAD 83)
 DV2091_MARKER: DS = TRIANGULATION STATION DISK
 DV2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2091+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV2091
 DV2091  HISTORY     - Date     Condition        Report By
 DV2091  HISTORY     - 1935     MONUMENTED       CGS
 DV2091  HISTORY     - 1986     GOOD             LOCSUR
 DV2091  HISTORY     - 19880105 GOOD             LOCSUR
 DV2091  HISTORY     - 20071223 GOOD             GEOCAC
 DV2091
 DV2091                          STATION DESCRIPTION
 DV2091
 DV2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2091'TO REACH FROM ST. JOHNS INDIAN MISSION, GO EAST 1.2 MILES
 DV2091'TO A SCHOOL, TURN LEFT OFF GRADED ROAD AND GO NORTH, PASSING
 DV2091'A SMALL SUN DIAL, 0.1 MILE TO A SIX-POINT FORK.  TAKE THE ROAD
 DV2091'LEADING EAST AND GO 0.35 MILE TO ANOTHER CROSS ROAD.  CONTINUE
 DV2091'STRAIGHT AHEAD FOR 0.3 MILE (EAST).  TAKE RIGHT FORK EAST
 DV2091'FOR 0.1 MILE.  GO STRAIGHT AHEAD EAST FOR 0.3 MILE TO A LOG
 DV2091'CORRAL.  AT THE NORTHEAST CORNER OF CORRAL, TAKE THE LEFT
 DV2091'FORK, GO 0.1 MILE TO A CROSS ROAD.  FROM THIS CROSS ROAD,
 DV2091'GO STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 DV2091'SIDE OF THE ROAD.  MARKED BY STANDARD BRONZE DISKS.
 DV2091'REFERENCE MARK NO. 1, A
 DV2091'STANDARD BRONZE REFERENCE DISK IS 8.728 METERS
 DV2091'(28.64 FEET) FROM STATION S 48 DEG 56 MIN W.
 DV2091'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK
 DV2091'IS 10.442 METERS (34.26 FEET) FROM STATION N 41 DEG 01 MIN W.
 DV2091
 DV2091                          STATION RECOVERY (1986)
 DV2091
 DV2091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV2091'RECOVERED IN GOOD CONDITION.
 DV2091
 DV2091                          STATION RECOVERY (1988)
 DV2091
 DV2091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (EK)
 DV2091'RECOVERED IN GOOD CONDITION.
 DV2091
 DV2091                          STATION RECOVERY (2007)
 DV2091
 DV2091'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1154 ***********************************************************************
 ES1154  DESIGNATION -  CATHOLIC PEAK
 ES1154  PID         -  ES1154
 ES1154  STATE/COUNTY-  AZ/GILA
 ES1154  USGS QUAD   -  GENTRY MOUNTAIN (1990)
 ES1154
 ES1154                         *CURRENT SURVEY CONTROL
 ES1154  ___________________________________________________________________
 ES1154* NAD 83(1992)-  34 03 18.59924(N)    110 51 24.89622(W)     ADJUSTED  
 ES1154* NAVD 88     -      1967.3    (meters)    6454.     (feet)  VERTCON   
 ES1154  ___________________________________________________________________
 ES1154  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 ES1154  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ES1154  HORZ ORDER  -  THIRD
 ES1154
 ES1154.The horizontal coordinates were established by classical geodetic methods
 ES1154.and adjusted by the National Geodetic Survey in August 1993.
 ES1154
 ES1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1154
 ES1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1154
 ES1154.The geoid height was determined by GEOID03.
 ES1154
 ES1154;                    North         East     Units Scale Factor Converg.
 ES1154;SPC AZ E     -   338,987.408   149,638.544   MT  0.99995004   -0 23 11.6
 ES1154;SPC AZ E     - 1,112,163.41    490,940.10   iFT  0.99995004   -0 23 11.6
 ES1154;UTM  12      - 3,768,281.986   513,204.990   MT  0.99960215   +0 04 48.5
 ES1154
 ES1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1154!SPC AZ E     -   0.99969521  x   0.99995004  =   0.99964527
 ES1154!UTM  12      -   0.99969521  x   0.99960215  =   0.99929748
 ES1154
 ES1154:                Primary Azimuth Mark                     Grid Az
 ES1154:SPC AZ E     -  MID                                      109 35 18.5
 ES1154:UTM  12      -  MID                                      109 07 18.4
 ES1154
 ES1154|---------------------------------------------------------------------|
 ES1154| PID    Reference Object                     Distance      Geod. Az  |
 ES1154|                                                           dddmmss.s |
 ES1154| ES0957 MID                                 APPROX. 6.9 KM 1091206.9 |
 ES1154|---------------------------------------------------------------------|
 ES1154
 ES1154                          SUPERSEDED SURVEY CONTROL
 ES1154
 ES1154  NAD 83(1986)-  34 03 18.59311(N)    110 51 24.90082(W) AD(       ) 3
 ES1154  NGVD 29 (04/27/90) 1966.5    (m)         6452.     (f) VERT ANG    3  
 ES1154
 ES1154.Superseded values are not recommended for survey control.
 ES1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1154.See file dsdata.txt to determine how the superseded data were derived.
 ES1154
 ES1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1320568282(NAD 83)
 ES1154_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1154_SETTING: 80 = SET IN A BOULDER
 ES1154_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1154+STABILITY: SURFACE MOTION
 ES1154
 ES1154  HISTORY     - Date     Condition        Report By
 ES1154  HISTORY     - 1926     MONUMENTED       USFS
 ES1154  HISTORY     - 1960     GOOD             USGS
 ES1154
 ES1154                          STATION DESCRIPTION
 ES1154
 ES1154'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1154'RECOVERED IN GOOD CONDITION.
 ES1154'
 ES1154'LOCATED ABOUT 6.5 MI SE. OF YOUNG, 3 MI W. OF Q RANCH, 2 MI E. OF
 ES1154'CHERRY CREEK.  ON HIGHEST POINT OF CATHOLIC PEAK.
 ES1154'
 ES1154'TO REACH FROM YOUNG POST OFFICE, DRIVE 10.6 MI NE. ON THE
 ES1154'HEBER-YOUNG RD. TO RD. FORK.  TURN RIGHT 8.3 MI SE. TO MAIN GATE
 ES1154'OF Q RANCH.  TURN RIGHT FOLLOWING JEEP RD. ALONG BASE AND SIDE OF
 ES1154'RIDGE 4 MI W. TO TOP OF RIDGE BETWEEN VOSBURG MTN. AND CATHOLIC
 ES1154'PEAK.  LEAVE JEEP AND HIKE ABOUT 1500 FT. NE. TO TOP OF MOUNTAIN
 ES1154'AND STATION.  A 30-MINUTE PACK.
 ES1154'
 ES1154'STATION MARK--USFS DEPARTMENT OF AGRICULTURE DISK
 ES1154'STAMPED---CATHOLIC PEAK 1926---, CEMENTED IN DRILL HOLE IN BURIED
 ES1154'BOULDER.
 ES1154'
 ES1154'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0243 ***********************************************************************
 GQ0243  DESIGNATION -  CAUFMAN
 GQ0243  PID         -  GQ0243
 GQ0243  STATE/COUNTY-  AZ/COCONINO
 GQ0243  USGS QUAD   -  VULCANS THRONE (1967)
 GQ0243
 GQ0243                         *CURRENT SURVEY CONTROL
 GQ0243  ___________________________________________________________________
 GQ0243* NAD 83(1992)-  36 08 45.62008(N)    113 03 00.53260(W)     ADJUSTED  
 GQ0243* NAVD 88     -      2020.6    (meters)    6629.     (feet)  VERTCON   
 GQ0243  ___________________________________________________________________
 GQ0243  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 GQ0243  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 GQ0243  HORZ ORDER  -  THIRD
 GQ0243
 GQ0243.The horizontal coordinates were established by classical geodetic methods
 GQ0243.and adjusted by the National Geodetic Survey in August 1993.
 GQ0243
 GQ0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0243
 GQ0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0243
 GQ0243.The geoid height was determined by GEOID03.
 GQ0243
 GQ0243;                    North         East     Units Scale Factor Converg.
 GQ0243;SPC AZ C     -   571,307.271   111,358.022   MT  1.00002816   -0 40 07.1
 GQ0243;SPC AZ C     - 1,874,367.69    365,347.84   iFT  1.00002816   -0 40 07.1
 GQ0243;UTM  12      - 4,002,089.719   315,554.158   MT  1.00001919   -1 12 34.6
 GQ0243
 GQ0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0243!SPC AZ C     -   0.99968676  x   1.00002816  =   0.99971491
 GQ0243!UTM  12      -   0.99968676  x   1.00001919  =   0.99970595
 GQ0243
 GQ0243:                Primary Azimuth Mark                     Grid Az
 GQ0243:SPC AZ C     -  EMMA                                     320 57 01.9
 GQ0243:UTM  12      -  EMMA                                     321 29 29.4
 GQ0243
 GQ0243|---------------------------------------------------------------------|
 GQ0243| PID    Reference Object                     Distance      Geod. Az  |
 GQ0243|                                                           dddmmss.s |
 GQ0243| GQ0365 EMMA                                APPROX.17.1 KM 3201654.8 |
 GQ0243|---------------------------------------------------------------------|
 GQ0243
 GQ0243                          SUPERSEDED SURVEY CONTROL
 GQ0243
 GQ0243  NAD 83(1986)-  36 08 45.61074(N)    113 03 00.52774(W) AD(       ) 3
 GQ0243  NGVD 29 (05/08/89) 2019.6    (m)         6626.     (f) VERT ANG    3  
 GQ0243
 GQ0243.Superseded values are not recommended for survey control.
 GQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0243.See file dsdata.txt to determine how the superseded data were derived.
 GQ0243
 GQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1555402090(NAD 83)
 GQ0243_MARKER: DS = TRIANGULATION STATION DISK
 GQ0243_SETTING: 80 = SET IN A BOULDER
 GQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0243+STABILITY: SURFACE MOTION
 GQ0243
 GQ0243  HISTORY     - Date     Condition        Report By
 GQ0243  HISTORY     - 1933     MONUMENTED       USGS
 GQ0243
 GQ0243                          STATION DESCRIPTION
 GQ0243
 GQ0243'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0243'LOCATED 20.5 MI N. AND 3 MI E. OF PINE SPRING, 4.5 MI S. OF SOUTH
 GQ0243'RIM OF GRAND CANYON.  ON HAULPAI INDIAN RESERVATION, ON PROMINENT
 GQ0243'TIMBERED KNOLL ON EAST RIM OF PROSPECT WASH CANYON, NEAR EAST RIM
 GQ0243'OF KNOLL COVERED WITH PINON AND JUNIPER TIMBER.
 GQ0243'
 GQ0243'TO REACH FROM T-RD. INTERSECTION WITH PINE SPRING TO BISHOPS TANK
 GQ0243'RD. (7.1 MI NE. OF RD. FORK TO PINE SPRING, ALSO 1.3 MI SW. OF
 GQ0243'CORRAL ON MAIN RD. IN LAGOON VALLEY), TAKE DIM RD. 10.5 MI N. TO
 GQ0243'CAUFMAN CABIN, CONTINUE 0.7 MI N. TO IRON POST AT WEST SIDE OF
 GQ0243'RD. (T31N RS7 AND 8W), GO 3.1 MI N. AND PASS ON EAST SIDE OF DRY
 GQ0243'TANK AND CORRAL, CONTINUE 20.7 MI N. FROM INTERSECTION WITH PINE
 GQ0243'SPRING TO BISHOPS TANK RD. TO POINT WHERE IT TURNS EAST IN SMALL
 GQ0243'BURN, 0.35 MI NNE. FROM POINT WHERE RD. ANGLES NE. AND W. IN
 GQ0243'RAVINE, GO N. 20 DEGREES ABOUT 1.5 MI TO STATION.
 GQ0243'
 GQ0243'STATION MARK--BRONZE TABLET STAMPED---CAUFMAN 1934---, CEMENTED IN
 GQ0243'LIMESTONE BOULDER SET IN EARTH.
 GQ0243'
 GQ0243'RM 1--COPPER NAIL AND WASHER IN BLAZE ON 5-INCH PINON TREE.
 GQ0243'
 GQ0243'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN LIMESTONE
 GQ0243'LEDGE AT EAST BREAK OF KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1817 ***********************************************************************
 DV1817  DESIGNATION -  CAVE
 DV1817  PID         -  DV1817
 DV1817  STATE/COUNTY-  AZ/MARICOPA
 DV1817  USGS QUAD   -  UNION HILLS (1981)
 DV1817
 DV1817                         *CURRENT SURVEY CONTROL
 DV1817  ___________________________________________________________________
 DV1817* NAD 83(1992)-  33 40 09.58189(N)    112 04 43.30253(W)     ADJUSTED  
 DV1817* NAVD 88     -       436.043  (meters)    1430.58   (feet)  ADJUSTED  
 DV1817  ___________________________________________________________________
 DV1817  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DV1817  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1817  DYNAMIC HT  -         435.535 (meters)    1428.92  (feet)  COMP
 DV1817  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 DV1817
 DV1817  HORZ ORDER  -  SECOND
 DV1817  VERT ORDER  -  SECOND    CLASS I
 DV1817
 DV1817.The horizontal coordinates were established by classical geodetic methods
 DV1817.and adjusted by the National Geodetic Survey in August 1993.
 DV1817
 DV1817.The orthometric height was determined by differential leveling
 DV1817.and adjusted in November 1993.
 DV1817
 DV1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1817
 DV1817.The geoid height was determined by GEOID03.
 DV1817
 DV1817.The dynamic height is computed by dividing the NAVD 88
 DV1817.geopotential number by the normal gravity value computed on the
 DV1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1817.degrees latitude (g = 980.6199 gals.).
 DV1817
 DV1817.The modeled gravity was interpolated from observed gravity values.
 DV1817
 DV1817;                    North         East     Units Scale Factor Converg.
 DV1817;SPC AZ C     -   295,991.388   198,334.776   MT  0.99990278   -0 05 23.4
 DV1817;SPC AZ C     -   971,100.35    650,704.65   iFT  0.99990278   -0 05 23.4
 DV1817;UTM  12      - 3,726,014.665   399,998.217   MT  0.99972328   -0 35 53.1
 DV1817
 DV1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1817!SPC AZ C     -   0.99993618  x   0.99990278  =   0.99983896
 DV1817!UTM  12      -   0.99993618  x   0.99972328  =   0.99965948
 DV1817
 DV1817:                Primary Azimuth Mark                     Grid Az
 DV1817:SPC AZ C     -  CAVE AZ MK                               113 56 55.5
 DV1817:UTM  12      -  CAVE AZ MK                               114 27 25.2
 DV1817
 DV1817|---------------------------------------------------------------------|
 DV1817| PID    Reference Object                     Distance      Geod. Az  |
 DV1817|                                                           dddmmss.s |
 DV1817| DV1820 CAVE AZ MK                          460.828 METERS 1135132.1 |
 DV1817| DV1818 CAVE RM 1                            22.883 METERS 18128     |
 DV1817| DV1819 CAVE RM 2                            14.085 METERS 25930     |
 DV1817|---------------------------------------------------------------------|
 DV1817
 DV1817                          SUPERSEDED SURVEY CONTROL
 DV1817
 DV1817  NAD 83(1986)-  33 40 09.57673(N)    112 04 43.30879(W) AD(       ) 2
 DV1817  NGVD 29 (11/30/89)  435.49   (m)         1428.8    (f) LEVELING    3  
 DV1817
 DV1817.Superseded values are not recommended for survey control.
 DV1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1817.See file dsdata.txt to determine how the superseded data were derived.
 DV1817
 DV1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9999826015(NAD 83)
 DV1817_MARKER: DS = TRIANGULATION STATION DISK
 DV1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1817_SP_SET: CONCRETE POST
 DV1817_STAMPING: CAVE 1983
 DV1817_MARK LOGO: AZDT  
 DV1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1817+STABILITY: SURFACE MOTION
 DV1817
 DV1817  HISTORY     - Date     Condition        Report By
 DV1817  HISTORY     - 1983     MONUMENTED       AZDT
 DV1817  HISTORY     - 1984     GOOD             AZDT
 DV1817  HISTORY     - 19910506 GOOD             USPSQD
 DV1817  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 DV1817
 DV1817                          STATION DESCRIPTION
 DV1817
 DV1817'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV1817'THE STATION IS LOCATED IN NORTHERN PHOENIX NEAR THE INTERSECTION OF
 DV1817'5TH AVENUE AND BEARDSLY ROAD.
 DV1817'
 DV1817'THE STATION MARK IS AN AZDT DISK STAMPED---CAVE 1983---.  IT IS SET IN
 DV1817'TOP OF A 10 INCH CONCRETE MONUMENT, 500 FEET EAST OF 5TH AVENUE, 60
 DV1817'FEET WEST OF PHOENIX MEMORIAL PARK, 22 FEET NORTH OF THE CENTER LINE
 DV1817'OF BEARDSLY ROAD.
 DV1817'
 DV1817'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CAVE RM 1 1983---.  IT IS
 DV1817'SET IN THE CURB OF BEARDSLY ROAD.
 DV1817'
 DV1817'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CAVE RM 2 1983---.  IT IS
 DV1817'SET IN THE CURB OF BEARDSLY ROAD.
 DV1817'
 DV1817'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV1817'AND UNION HILLS DRIVE IN NORTHERN PHOENIX, TRAVEL NORTH 1.0 MILE ALONG
 DV1817'ALONG THE EAST FRONTAGE ROAD TO BEARDSLY ROAD.  TURN RIGHT AND TRAVEL
 DV1817'EAST ALONG BEARDSLY ROAD FOR 2.1 MILES TO THE STATION ON THE LEFT.
 DV1817'
 DV1817'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL EAST ALONG BEARDSLY
 DV1817'ROAD FOR 0.25 MILE TO A TRACK ROAD ON THE RIGHT AT A FENCELINE.  TURN
 DV1817'RIGHT AND TRAVEL SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 DV1817'20 FEET WEST OF THE ROAD, 34 FEET NORTHWEST OF POWER POLE NUMBER
 DV1817'165262 AND 4 FEET NORTHEAST OF THE WITNESS POST.
 DV1817
 DV1817                          STATION RECOVERY (1984)
 DV1817
 DV1817'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1817'IN PHOENIX.
 DV1817'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1817'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.38 KM (2.1 MI) TO THE MARK ON
 DV1817'THE LEFT, 18.29 METERS (60.0 FT) WEST OF PHOENIX MEMORIAL PARK, 6.71
 DV1817'METERS (22.0 FT) NORTH OF THE BEARDSLY ROAD CENTERLINE, AND A STANDARD
 DV1817'AZDT ALUMINUM CAP IN A CONCRETE POST.
 DV1817
 DV1817                          STATION RECOVERY (1991)
 DV1817
 DV1817'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1817'RECOVERED IN GOOD CONDITION.
 DV1817
 DV1817                          STATION RECOVERY (2006)
 DV1817
 DV1817'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1817'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1817'MARK. THE AREA HAS BEEN HEAVILY LANDSCAPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1293 ***********************************************************************
 DV1293  DESIGNATION -  CAVE
 DV1293  PID         -  DV1293
 DV1293  STATE/COUNTY-  AZ/MARICOPA
 DV1293  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1293
 DV1293                         *CURRENT SURVEY CONTROL
 DV1293  ___________________________________________________________________
 DV1293* NAD 83(1986)-  33 35 47.     (N)    112 06 44.     (W)     SCALED    
 DV1293* NAVD 88     -       389.365  (meters)    1277.44   (feet)  ADJUSTED  
 DV1293  ___________________________________________________________________
 DV1293  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1293  DYNAMIC HT  -         388.915 (meters)    1275.97  (feet)  COMP
 DV1293  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 DV1293
 DV1293  VERT ORDER  -  FIRST     CLASS II
 DV1293
 DV1293.The horizontal coordinates were scaled from a topographic map and have
 DV1293.an estimated accuracy of +/- 6 seconds.
 DV1293
 DV1293.The orthometric height was determined by differential leveling
 DV1293.and adjusted in November 1993.
 DV1293
 DV1293.The geoid height was determined by GEOID03.
 DV1293
 DV1293.The dynamic height is computed by dividing the NAVD 88
 DV1293.geopotential number by the normal gravity value computed on the
 DV1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1293.degrees latitude (g = 980.6199 gals.).
 DV1293
 DV1293.The modeled gravity was interpolated from observed gravity values.
 DV1293
 DV1293;                    North         East    Units  Estimated Accuracy
 DV1293;SPC AZ C     -   287,910.      195,210.      MT  (+/- 180 meters Scaled)
 DV1293
 DV1293                          SUPERSEDED SURVEY CONTROL
 DV1293
 DV1293.No superseded survey control is available for this station.
 DV1293
 DV1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968179(NAD 83)
 DV1293_MARKER: DB = BENCH MARK DISK
 DV1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1293_SP_SET: CONCRETE BRIDGE
 DV1293_STAMPING: CAVE
 DV1293_MARK LOGO: AZ0370
 DV1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1293
 DV1293  HISTORY     - Date     Condition        Report By
 DV1293  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1293  HISTORY     - 1981     GOOD             AZDT
 DV1293  HISTORY     - 19910504 POOR             USPSQD
 DV1293
 DV1293                          STATION DESCRIPTION
 DV1293
 DV1293'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1293'PHOENIX.
 DV1293'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1293'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO CACTUS ROAD, THENCE 0.3
 DV1293'MILE (0.48 KM) EAST TO A BRIDGE AND THE MARK ON THE NORTHEAST
 DV1293'CORNER OF BRIDGE, 5.0 FT (1.52 METERS) SOUTH OF RAIL, 36 FT (11
 DV1293'METERS) NORTH OF CENTERLINE OF CACTUS ROAD, 8.0 FT (2.4 METERS)
 DV1293'SOUTHWEST OF SOUTHEAST CORNER OF NORTHEAST DADO.
 DV1293
 DV1293                          STATION RECOVERY (1991)
 DV1293
 DV1293'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0305 ***********************************************************************
 GQ0305  DESIGNATION -  CAVE
 GQ0305  PID         -  GQ0305
 GQ0305  STATE/COUNTY-  AZ/COCONINO
 GQ0305  USGS QUAD   -  FOSSIL BAY (1988)
 GQ0305
 GQ0305                         *CURRENT SURVEY CONTROL
 GQ0305  ___________________________________________________________________
 GQ0305* NAD 83(1992)-  36 19 18.25183(N)    112 33 50.97909(W)     ADJUSTED  
 GQ0305* NAVD 88     -      1911.4    (meters)    6271.     (feet)  VERTCON   
 GQ0305  ___________________________________________________________________
 GQ0305  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 GQ0305  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0305  HORZ ORDER  -  FIRST
 GQ0305
 GQ0305.The horizontal coordinates were established by classical geodetic methods
 GQ0305.and adjusted by the National Geodetic Survey in June 1998.
 GQ0305
 GQ0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0305
 GQ0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0305
 GQ0305.The geoid height was determined by GEOID03.
 GQ0305
 GQ0305;                    North         East     Units Scale Factor Converg.
 GQ0305;SPC AZ C     -   590,404.436   155,223.034   MT  0.99994163   -0 23 00.7
 GQ0305;SPC AZ C     - 1,937,022.43    509,261.92   iFT  0.99994163   -0 23 00.7
 GQ0305;UTM  12      - 4,020,770.053   359,595.496   MT  0.99984289   -0 55 35.9
 GQ0305
 GQ0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0305!SPC AZ C     -   0.99970375  x   0.99994163  =   0.99964540
 GQ0305!UTM  12      -   0.99970375  x   0.99984289  =   0.99954669
 GQ0305
 GQ0305:                Primary Azimuth Mark                     Grid Az
 GQ0305:SPC AZ C     -  SIGNAL HILL                              132 25 07.2
 GQ0305:UTM  12      -  SIGNAL HILL                              132 57 42.4
 GQ0305
 GQ0305|---------------------------------------------------------------------|
 GQ0305| PID    Reference Object                     Distance      Geod. Az  |
 GQ0305|                                                           dddmmss.s |
 GQ0305| GQ0298 SIGNAL HILL                         APPROX.25.0 KM 1320206.5 |
 GQ0305| CH2882 CAVE RM 1                             5.958 METERS 13750     |
 GQ0305| CH2883 CAVE RM 2                            10.240 METERS 25019     |
 GQ0305| CH2884 CAVE RM 3 AZIMUTH                                  3154100.2 |
 GQ0305|---------------------------------------------------------------------|
 GQ0305
 GQ0305                          SUPERSEDED SURVEY CONTROL
 GQ0305
 GQ0305  NAD 83(1992)-  36 19 18.25183(N)    112 33 50.97909(W) AD(       ) 1
 GQ0305  NAD 83(1986)-  36 19 18.24327(N)    112 33 50.97633(W) AD(       ) 1
 GQ0305  NAD 27      -  36 19 18.31500(N)    112 33 48.30600(W) AD(       ) 1
 GQ0305  NGVD 29 (05/08/89) 1910.5    (m)         6268.     (f) VERT ANG    3  
 GQ0305
 GQ0305.Superseded values are not recommended for survey control.
 GQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0305.See file dsdata.txt to determine how the superseded data were derived.
 GQ0305
 GQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5959520770(NAD 83)
 GQ0305_MARKER: DS = TRIANGULATION STATION DISK
 GQ0305_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0305
 GQ0305  HISTORY     - Date     Condition        Report By
 GQ0305  HISTORY     - 1934     MONUMENTED       CGS
 GQ0305  HISTORY     - 1952     GOOD             CGS
 GQ0305  HISTORY     - 1953     GOOD             FAS
 GQ0305  HISTORY     - 1956     GOOD             USGS
 GQ0305  HISTORY     - 1972     GOOD             AZHD
 GQ0305
 GQ0305                          STATION DESCRIPTION
 GQ0305
 GQ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0305'ON THE HIGHEST POINT OF THE HIGH PLATEAU THAT TERMINATES IN
 GQ0305'GREAT THUMB POINT ABOUT 7-3/4 MILES NE OF EASTERN HILLTOP
 GQ0305'(STOREHOUSE AND END OF ROAD) 5 MILES W AND S OF GREAT THUMB
 GQ0305'POINT, 1 MILE SW OF THE MOST NORTHERN POINT OF THE CLIFFS AT THE
 GQ0305'HEAD OF FOSSIL BAY, 3 MILES N OF THE END OF THE ROAD THAT
 GQ0305'LEADS N ALONG THE EDGE OF THE CLIFFS AT THE EDGE OF FOSSIL
 GQ0305'BAY, 200 YARDS W OF THE EDGE OF THE CLIFFS.  STATION IS ON
 GQ0305'THE SW END OF A GENTLE HILL, THE CREST OF WHICH RUNS NE AND
 GQ0305'SW.  THE NORTHEASTERN END BEING SLIGHTLY LOWER AND BARE.
 GQ0305'CLEARING WAS NECESSARY FOR ALL LINES.
 GQ0305'
 GQ0305'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0305'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0305'
 GQ0305'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 200 YARDS NW IN ROCK
 GQ0305'OUTCROP.
 GQ0305'
 GQ0305'REACHED FROM GRAND CANYON VILLAGE BY GOING W ON THE HILLTOP
 GQ0305'ROAD 22 MILES TO THE JUNCTION WITH THE PASTURE WASH ROAD.
 GQ0305'CONTINUE ON THE HILLTOP ROAD 1.3 MILES AND PASS THROUGH DRIFT
 GQ0305'FENCE GATE.  CONTINUE 10.1 MILES AND TURN RIGHT OFF MAIN
 GQ0305'ROAD (OLD WAGONS AND PILE OF STEEL RAILS AT THIS POINT).
 GQ0305'FOLLOW THIS ROAD ALONG TELEPHONE LINE 3.6 MILES, TAKE MIDDLE
 GQ0305'FORK OF THREE AND GO 2.3 MILES TO END OF TRUCK TRAVEL.
 GQ0305'TRAIL LEADS FROM HERE ALONG THE EDGE OF CLIFFS TO STATION.
 GQ0305'TWO HOURS PACK.
 GQ0305
 GQ0305                          STATION RECOVERY (1952)
 GQ0305
 GQ0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0305'STATION WAS RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED AND
 GQ0305'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE TO
 GQ0305'REACH THE STATION.
 GQ0305
 GQ0305                          STATION RECOVERY (1953)
 GQ0305
 GQ0305'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 GQ0305'RECOVERED STATION AND REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 GQ0305'PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
 GQ0305
 GQ0305                          STATION RECOVERY (1956)
 GQ0305
 GQ0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0305'RECOVERED IN GOOD CONDITION.
 GQ0305
 GQ0305                          STATION RECOVERY (1972)
 GQ0305
 GQ0305'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0305'GENERAL LOCATION 5 MILES W. AND S. OF GREAT THUMB POINT
 GQ0305'AND 1 MILE SW OF THE MOST NORTHERN POINT OF THE CLIFFS AT
 GQ0305'THE HEAD OF FOSSIL BAY AND ABOUT 35 MILES WNW OF GRAND CANYON
 GQ0305'VILLAGE
 GQ0305'
 GQ0305'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0305'
 GQ0305'STATION MARK STD USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 GQ0305'STAMPED CAVE 1934
 GQ0305'
 GQ0305'REFERENCE MARKS STD USC AND GS BC, SET IN DRILL HOLE
 GQ0305'IN BEDROCK COND GOOD
 GQ0305'
 GQ0305'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0368 ***********************************************************************
 CF0368  DESIGNATION -  CAVE
 CF0368  PID         -  CF0368
 CF0368  STATE/COUNTY-  AZ/COCHISE
 CF0368  USGS QUAD   -  PORTAL NE (1987)
 CF0368
 CF0368                         *CURRENT SURVEY CONTROL
 CF0368  ___________________________________________________________________
 CF0368* NAD 83(1992)-  31 54 17.00412(N)    109 07 18.15394(W)     ADJUSTED  
 CF0368* NAVD 88     -      1544.9    (meters)    5069.     (feet)  VERTCON   
 CF0368  ___________________________________________________________________
 CF0368  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 CF0368  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CF0368  HORZ ORDER  -  SECOND
 CF0368
 CF0368.The horizontal coordinates were established by classical geodetic methods
 CF0368.and adjusted by the National Geodetic Survey in August 1993.
 CF0368
 CF0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0368
 CF0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0368
 CF0368.The geoid height was determined by GEOID03.
 CF0368
 CF0368;                    North         East     Units Scale Factor Converg.
 CF0368;SPC AZ E     -   100,779.604   312,195.815   MT  1.00002044   +0 33 08.3
 CF0368;SPC AZ E     -   330,641.75  1,024,264.48   iFT  1.00002044   +0 33 08.3
 CF0368;UTM  12      - 3,531,414.046   677,611.947   MT  0.99998906   +0 59 34.6
 CF0368
 CF0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0368!SPC AZ E     -   0.99976159  x   1.00002044  =   0.99978203
 CF0368!UTM  12      -   0.99976159  x   0.99998906  =   0.99975065
 CF0368
 CF0368|---------------------------------------------------------------------|
 CF0368| PID    Reference Object                     Distance      Geod. Az  |
 CF0368|                                                           dddmmss.s |
 CF0368| CS5390 CAVE RM 2                             9.110 METERS 19053     |
 CF0368| CF0422 SILVER PK LOH                       APPROX. 7.3 KM 2705413.7 |
 CF0368| CS5389 CAVE RM 1                             3.438 METERS 30337     |
 CF0368|---------------------------------------------------------------------|
 CF0368
 CF0368                          SUPERSEDED SURVEY CONTROL
 CF0368
 CF0368  NAD 83(1986)-  31 54 17.00353(N)    109 07 18.14935(W) AD(       ) 2
 CF0368  NGVD 29 (03/13/91) 1544.1    (m)         5066.     (f) VERT ANG    3  
 CF0368
 CF0368.Superseded values are not recommended for survey control.
 CF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0368.See file dsdata.txt to determine how the superseded data were derived.
 CF0368
 CF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7761231414(NAD 83)
 CF0368_MARKER: DS = TRIANGULATION STATION DISK
 CF0368_SETTING: 66 = SET IN ROCK OUTCROP
 CF0368_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0368+STABILITY: POSITION/ELEVATION WELL
 CF0368
 CF0368  HISTORY     - Date     Condition        Report By
 CF0368  HISTORY     - 1957     MONUMENTED       USGS
 CF0368  HISTORY     - 1982     GOOD             AZDT
 CF0368
 CF0368                          STATION DESCRIPTION
 CF0368
 CF0368'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0368'LOCATED ABOUT 39 MI N. OF US-MEXICO BORDER, 4.5 MI W. OF AZ-NM
 CF0368'STATE LINE.  ON HIGHEST TOP OF SMALL CHAIN OF LOW HILLS
 CF0368'EXTENDING IN EASTERLY DIRECTION FROM CHIRICAHUA MTNS.
 CF0368'
 CF0368'TO REACH FROM RODEO, NM, DRIVE N. ON U.S. HWY. 80 2.6 MI TO
 CF0368'RD. FORKS AND SIGN PORTAL 8.  TAKE LEFT FORK 0.7 MI TO RD.
 CF0368'FORKS AND SIGN CHIRICAHUA NATIONAL MONUMENT.  TAKE RIGHT FORK
 CF0368'4.8 MI TO DRIVEWAY TO RANCH HOUSE (S.) AND BERT ROBERTS MAIL BOX.
 CF0368'FOLLOW DRIVEWAY 0.2 MI, CONTINUE ALONG FENCE TOP AND STATION.
 CF0368'
 CF0368'STATION MARK IS A STANDARD TABLET STAMPED---CAVE 1957---
 CF0368'CEMENTED IN SOLID ROCK.
 CF0368'
 CF0368'RM 1 IS A STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED
 CF0368'IN SOLID ROCK.
 CF0368'
 CF0368'RM 2 IS A STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED
 CF0368'IN SOLID ROCK.
 CF0368
 CF0368                          STATION RECOVERY (1982)
 CF0368
 CF0368'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0368'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF RODEO NEW MEXICO, 4.5
 CF0368'MILES WEST OF THE ARIZONA-NEW MEXICO STATE LINE ON THE HIGHEST TOP OF
 CF0368'A CHAIN OF LOW HILLS WHICH EXTENDS EAST FROM THE CHIRICAHUA MOUNTAINS.
 CF0368'
 CF0368'THE STATION MARK IS A USGS DISK STAMPED---CAVE 1957---.  IT IS SET IN
 CF0368'A DRILL HOLE IN BEDROCK.
 CF0368'
 CF0368'REFERENCE MARK 1 IS A USGS DISK STAMPED---NO 1 1957---.  IT IS SET IN
 CF0368'A DRILL HOLE IN BEDROCK.
 CF0368'
 CF0368'REFERENCE MARK 2 IS A USGS DISK STAMPED---NO 2 1957---.  IT IS SET IN
 CF0368'A DRILL HOLE IN BEDROCK.
 CF0368'
 CF0368'TO REACH THE STATION FROM THE POST OFFICE IN RODEO NEW MEXICO, TRAVEL
 CF0368'NORTH ALONG U.S. HIGHWAY 80 FOR 2.75 MILES TO A PAVED ROAD ON THE LEFT
 CF0368'TURN LEFT AND TRAVEL WEST FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK
 CF0368'FOR 5.1 MILES TO A ROAD ON THE LEFT WHICH LEADS TO A RANCH.  TURN LEFT
 CF0368'AND TRAVEL SOUTHWEST FOR 0.15 MILE TO A DIM FORK ON THE LEFT.  TAKE
 CF0368'THE LEFT FORK FOR 150 FEET TO THE END OF TRUCK TRAVEL.  PACK SOUTH
 CF0368'ALONG THE EAST SIDE OF THE FENCELINE TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1820 ***********************************************************************
 DV1820  DESIGNATION -  CAVE AZ MK
 DV1820  PID         -  DV1820
 DV1820  STATE/COUNTY-  AZ/MARICOPA
 DV1820  USGS QUAD   -  UNION HILLS (1981)
 DV1820
 DV1820                         *CURRENT SURVEY CONTROL
 DV1820  ___________________________________________________________________
 DV1820* NAD 83(1992)-  33 40 03.53167(N)    112 04 26.94321(W)     NO CHECK  
 DV1820* NAVD 88     -       436.620  (meters)    1432.48   (feet)  ADJUSTED  
 DV1820  ___________________________________________________________________
 DV1820  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DV1820  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1820  DYNAMIC HT  -         436.111 (meters)    1430.81  (feet)  COMP
 DV1820  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 DV1820
 DV1820  HORZ ORDER  -  SECOND
 DV1820  VERT ORDER  -  SECOND    CLASS I
 DV1820
 DV1820.The horizontal coordinates were established by classical geodetic methods
 DV1820.and adjusted by the National Geodetic Survey in August 1993.
 DV1820.No horizontal observational check was made to the station.
 DV1820
 DV1820.The orthometric height was determined by differential leveling
 DV1820.and adjusted in November 1993.
 DV1820
 DV1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1820
 DV1820.The geoid height was determined by GEOID03.
 DV1820
 DV1820.The dynamic height is computed by dividing the NAVD 88
 DV1820.geopotential number by the normal gravity value computed on the
 DV1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1820.degrees latitude (g = 980.6199 gals.).
 DV1820
 DV1820.The modeled gravity was interpolated from observed gravity values.
 DV1820
 DV1820;                    North         East     Units Scale Factor Converg.
 DV1820;SPC AZ C     -   295,804.347   198,755.890   MT  0.99990263   -0 05 14.3
 DV1820;SPC AZ C     -   970,486.70    652,086.25   iFT  0.99990263   -0 05 14.3
 DV1820;UTM  12      - 3,725,823.930   400,417.580   MT  0.99972225   -0 35 43.9
 DV1820
 DV1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1820!SPC AZ C     -   0.99993609  x   0.99990263  =   0.99983872
 DV1820!UTM  12      -   0.99993609  x   0.99972225  =   0.99965835
 DV1820
 DV1820                          SUPERSEDED SURVEY CONTROL
 DV1820
 DV1820  NAD 83(1986)-  33 40 03.52651(N)    112 04 26.94949(W) AD(       ) 2
 DV1820  NGVD 29 (11/30/89)  436.1    (m)         1431.     (f) LEVELING    3  
 DV1820
 DV1820.Superseded values are not recommended for survey control.
 DV1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1820.See file dsdata.txt to determine how the superseded data were derived.
 DV1820
 DV1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0041825824(NAD 83)
 DV1820_MARKER: DZ = AZIMUTH MARK DISK
 DV1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1820_SP_SET: CONCRETE POST
 DV1820_STAMPING: CAVE AZ 1983
 DV1820_MARK LOGO: AZDT  
 DV1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1820+STABILITY: SURFACE MOTION
 DV1820
 DV1820  HISTORY     - Date     Condition        Report By
 DV1820  HISTORY     - 1983     MONUMENTED       AZDT
 DV1820  HISTORY     - 1984     GOOD             AZDT
 DV1820  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 DV1820
 DV1820                          STATION DESCRIPTION
 DV1820
 DV1820'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1820'IN PHOENIX.
 DV1820'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1820'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.78 KM (2.35 MI) TO A TRACK ROAD
 DV1820'ON THE RIGHT (AT A NORTH-SOUTH FENCELINE), THENCE SOUTH FOR 160.94
 DV1820'METERS (528.0 FT) TO THE MARK ON THE LEFT, 6.10 METERS (20.0 FT) WEST
 DV1820'OF ROAD, 10.36 METERS (34.0 FT) NORTHWEST OF POWER POLE 165262, AND AN
 DV1820'AZDT ALUMINUM CAP IN A CONCRETE POST.
 DV1820
 DV1820                          STATION RECOVERY (2006)
 DV1820
 DV1820'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1820'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1820'MARK. THE CORRECTED CO-ORDINATES ARE INSIDE A FENCED AREA, BUT AT A
 DV1820'LOCATION THAT SHOULD BE VISIBLE FROM OUTSIDE THE FENCE. NO MONUMENT
 DV1820'SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2227 ***********************************************************************
 DU2227  DESIGNATION -  CAVE CREEK
 DU2227  PID         -  DU2227
 DU2227  STATE/COUNTY-  AZ/MARICOPA
 DU2227  USGS QUAD   -  CAVE CREEK (1981)
 DU2227
 DU2227                         *CURRENT SURVEY CONTROL
 DU2227  ___________________________________________________________________
 DU2227* NAD 83(1992)-  33 48 54.87535(N)    111 56 28.89189(W)     ADJUSTED  
 DU2227* NAVD 88     -      1037.3    (meters)    3403.     (feet)  VERTCON   
 DU2227  ___________________________________________________________________
 DU2227  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DU2227  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DU2227  HORZ ORDER  -  SECOND
 DU2227
 DU2227.The horizontal coordinates were established by classical geodetic methods
 DU2227.and adjusted by the National Geodetic Survey in August 1993.
 DU2227
 DU2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2227
 DU2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2227
 DU2227.The geoid height was determined by GEOID03.
 DU2227
 DU2227;                    North         East     Units Scale Factor Converg.
 DU2227;SPC AZ C     -   312,162.811   211,074.119   MT  0.99990006   -0 00 49.5
 DU2227;SPC AZ C     - 1,024,156.20    692,500.39   iFT  0.99990006   -0 00 49.5
 DU2227;UTM  12      - 3,742,069.131   412,878.290   MT  0.99969357   -0 31 26.1
 DU2227
 DU2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2227!SPC AZ C     -   0.99984169  x   0.99990006  =   0.99974177
 DU2227!UTM  12      -   0.99984169  x   0.99969357  =   0.99953531
 DU2227
 DU2227|---------------------------------------------------------------------|
 DU2227| PID    Reference Object                     Distance      Geod. Az  |
 DU2227|                                                           dddmmss.s |
 DU2227| CH4968 CAVE CREEK RM 3                       3.338 METERS 03632     |
 DU2227| CH5853 LINE AZ MK                                         0943340.8 |
 DU2227| CH4970 CAVE CREEK AZ MK 2                                 2440350.7 |
 DU2227| CH4966 CAVE CREEK RM 1                       3.671 METERS 27631     |
 DU2227| CH4969 CAVE CREEK RM 4                       2.911 METERS 32706     |
 DU2227| CH4965 CAVE CREEK AZ MK                                   3304703.6 |
 DU2227| CH4967 CAVE CREEK RM 2                       7.621 METERS 34335     |
 DU2227|---------------------------------------------------------------------|
 DU2227
 DU2227                          SUPERSEDED SURVEY CONTROL
 DU2227
 DU2227  NAD 83(1986)-  33 48 54.86984(N)    111 56 28.89533(W) AD(       ) 2
 DU2227  NAD 27      -  33 48 54.73300(N)    111 56 26.36300(W) AD(       ) 2
 DU2227  NGVD 29 (07/19/86) 1036.7    (m)         3401.     (f) VERT ANG    3  
 DU2227
 DU2227.Superseded values are not recommended for survey control.
 DU2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2227.See file dsdata.txt to determine how the superseded data were derived.
 DU2227
 DU2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1287842069(NAD 83)
 DU2227_MARKER: DS = TRIANGULATION STATION DISK
 DU2227_SETTING: 66 = SET IN ROCK OUTCROP
 DU2227
 DU2227  HISTORY     - Date     Condition        Report By
 DU2227  HISTORY     - 1946     MONUMENTED       CGS
 DU2227  HISTORY     - 1947     GOOD             CGS
 DU2227  HISTORY     - 1974     GOOD             NGS
 DU2227  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 DU2227  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 DU2227
 DU2227                          STATION DESCRIPTION
 DU2227
 DU2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2227'STATION IS LOCATED ON A SHARP BARE PEAK KNOWN LOCALLY AS BLACK
 DU2227'MOUNTAIN AND BY APPROXIMATE AIRLINE DISTANCES IS LOCATED 1-1/4
 DU2227'MILES SOUTH OF THE POST OFFICE AT CAVE CREEK, AND 3/4 MILE EAST OF
 DU2227'THE PHOENIX TO CAVE CREEK ROAD.
 DU2227'
 DU2227'TO REACH FROM THE POST OFFICE IN CAVE CREEK--GO WESTERLY THENCE
 DU2227'SOUTH ON THE PHOENIX ROAD FOR 0.5 MILE TO A CATTLE GUARD AND THE
 DU2227'AZIMUTH MARK IN THE CONCRETE ABUTMENT ON THE NORTHWEST END OF THE
 DU2227'CATTLE GUARD.  CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 1.35 MILE
 DU2227'TO A SIDE ROAD LEFT JUST BEFORE CROSSING A SMALL WASH.  TURN LEFT
 DU2227'ON THIS ROAD, EASTERLY TOWARDS THE MOUNTAIN 0.3 MILE TO AN OLD
 DU2227'BUILDING SITE, THENCE CONTINUE FOR 0.15 MILE TO THE END OF
 DU2227'TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP THE STEEP SLOPE TO
 DU2227'THE HIGHEST POINT AND THE STATION--ABOUT A 3/4 HOUR PACK.
 DU2227'
 DU2227'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 DU2227'STAMPED CAVE CREEK 1946, IS SET IN A DRILL HOLE IN OUTCROPPING
 DU2227'BEDROCK FLUSH WITH THE GROUND, AND LOCATED 6-1/2 FT EAST-SOUTHEAST
 DU2227'OF A 6 FOOT CAIRN WHICH IS THE HIGHEST POINT ON THE MOUNTAIN.
 DU2227'
 DU2227'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED CAVE
 DU2227'CREEK NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2227'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND, AND IS LOCATED
 DU2227'WEST OF THE STATION ON ABOUT THE SAME LEVEL.
 DU2227'
 DU2227'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED CAVE
 DU2227'CREEK NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2227'WHICH PROJECTS ABOUT 16 INCHES ABOVE THE GROUND, AND IS LOCATED
 DU2227'NORTH-NORTHWEST OF THE STATION AND ABOUT 2 FEET LOWER.
 DU2227'
 DU2227'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED CAVE
 DU2227'CREEK 1946, IS SET IN A DRILL HOLE IN THE CONCRETE ABUTMENT ON THE
 DU2227'NORTHWEST END OF A CATTLE GUARD.  IT IS 12-1/2 FEET NORTHWEST OF
 DU2227'THE CENTER OF THE ROAD AND IS ABOUT 6 INCHES HIGHER.  IT IS ALSO
 DU2227'NORTH-NORTHWEST OF THE STATION.
 DU2227
 DU2227                          STATION RECOVERY (1947)
 DU2227
 DU2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2227'THE STATION IS LOCATED ON A SHARP BARE PEAK LOCALLY KNOWN AS BLACK
 DU2227'MOUNTAIN, APPROXIMATELY 1.3 MILE AIRLINE SOUTH OF THE POST OFFICE
 DU2227'IN CAVE CREEK AND 0.7 MILE EAST OF THE PHOENIX TO CAVE CREEK
 DU2227'ROAD, A BRONZE DISK AS DESCRIBED IN NOTE 2, 6 FEET EAST-SOUTHEAST
 DU2227'OF A 6 FOOT ROCK CAIRN WHICH IS ON THE HIGHEST PART OF THE
 DU2227'MOUNTAIN, PROJECTS 1 FOOT AND IS STAMPED CAVE CREEK 1946.
 DU2227'
 DU2227'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DU2227'6 FEET WEST OF A 6 FOOT ROCK CAIRN, PROJECTS 1 FOOT AND IS ABOUT
 DU2227'THE SAME ELEVATION AS STATION AND IS STAMPED CAVE CREEK NO 1 1946.
 DU2227'
 DU2227'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DU2227'PROJECTS ABOUT 3 FEET AND IS APPROXIMATELY 3 FEET LOWER THAN
 DU2227'STATION AND STAMPED CAVE CREEK NO 2 1946.
 DU2227'
 DU2227'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE NORTHWEST CORNER OF
 DU2227'THE WEST ABUTMENT OF A CONCRETE CATTLE GUARD, 50 FEET SOUTH OF A Y
 DU2227'IN ROAD, PROJECTS 6 INCHES AND IS STAMPED CAVE CREEK 1946.
 DU2227'
 DU2227'THE SECOND AZIMUTH MARK IS A BRONZE DISK,
 DU2227'60 FEET SOUTHWEST OF A POWER LINE POLE, 50 FEET WEST-NORTHWEST OF
 DU2227'THE CENTER LINE OF ROAD AT INTERSECTION OF ROAD EAST, 4 FEET
 DU2227'NORTHWEST OF A 4 X 4 WITNESS POST, FLUSH WITH THE GROUND SURFACE,
 DU2227'APPROXIMATELY 0.7 MILE SOUTHWEST OF STATION AND IS STAMPED CAVE
 DU2227'CREEK 1947.
 DU2227'
 DU2227'TO REACH FROM THE POST OFFICE AT CAVE CREEK.  GO WESTERLY THENCE
 DU2227'SOUTH FOR 0.5 MILE ON THE PHOENIX ROAD TO A CATTLE GUARD AND THE
 DU2227'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE SOUTH ON THE MAIN ROAD
 DU2227'FOR 1.35 MILE TO A SIDE ROAD LEFT JUST BEFORE CROSSING A WASH.
 DU2227'TURN LEFT ON THIS ROAD, EASTERLY TOWARD THE MOUNTAIN FOR 0.3 MILE
 DU2227'TO AN OLD BUILDING SITE.  THENCE CONTINUE FOR APPROXIMATELY 0.2
 DU2227'MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK EASTERLY
 DU2227'UP THE STEEP SLOPE TO THE HIGHEST POINT AND STATION SITE.  A 45
 DU2227'MINUTE PACK.
 DU2227'
 DU2227'TO REACH THE SECOND AZIMUTH FROM THE POINT WHERE YOU LEAVE THE
 DU2227'PHOENIX ROAD MENTIONED IN THE DESCRIPTION.  CONTINUE SOUTH ON THE
 DU2227'MAIN ROAD FOR 0.55 MILES TO THE INTERSECTION OF A ROAD EAST AND
 DU2227'AZIMUTH MARK AS DESCRIBED ABOVE.
 DU2227'
 DU2227'OBSERVATIONS MADE FROM A 1.3 M TRIPOD.
 DU2227
 DU2227                          STATION RECOVERY (1974)
 DU2227
 DU2227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2227'THE STATION MARK WAS RECOVERED IN PLACE, REFERENCE MARKS 1 AND
 DU2227'2 AND THE 1946 AND 1947 AZIMUTH MARKS WERE SEARCHED FOR BUT NOT
 DU2227'RECOVERED.  THE STATION MARK WAS REPAIRED IN PLACE WITH CONCRETE,
 DU2227'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND THE AZIMUTH MARK FOR
 DU2227'STATION LINE 1946 WAS CUT IN TO SERVE FOR AN AZIMUTH MARK.
 DU2227'
 DU2227'THE STATION MARK IS A STANDARD DISK STAMPED, CAVE CREEK 1946.  IT
 DU2227'IS SET IN A DRILL HOLE IN A LARGE OUTCROP OF ROCK WHICH PROJECTS
 DU2227'ABOUT 1 FOOT.  THE MARK IS ABOUT 8 FEET EAST OF THE HIGHEST PART
 DU2227'OF THE MOUNTAIN.
 DU2227'
 DU2227'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CAVE CREEK 1946 NO 3
 DU2227'1974.  IT IS SET IN A DRILL HOLE IN TOP OF AN OUTCROP WHICH IS ABOUT
 DU2227'3 FEET LOWER THAN THE STATION.
 DU2227'
 DU2227'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CAVE CREEK 1946 NO 4
 DU2227'1974.  IT IS SET IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT
 DU2227'THE SAME ELEVATION AS THE STATION.
 DU2227'
 DU2227'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LINE 1946.  IT IS SET
 DU2227'IN A DRILL HOLE IN TOP OF A 7 FOOT BOULDER WHICH IS ON THE EAST
 DU2227'SLOPE OF A LOW ROCKY HILL.  TO REACH THE AZIMUTH MARK FROM CAVE
 DU2227'CREEK SCHOOL IN CAVE CREEK, GO EAST ALONG CAVE CREEK ROAD FOR 1.4
 DU2227'MILES TO TOM DARLINGTON ROAD (SCOTTSDALE ROAD) ON THE RIGHT,
 DU2227'CONTINUE EAST FOR 1.1 MILES TO MULE TRAIN ROAD ON THE RIGHT.
 DU2227'TURN RIGHT FOR 0.15 MILE TO BASE OF ROCKY HILL AND MARK ON THE
 DU2227'EAST SLOPE OF HILL.
 DU2227'
 DU2227'TO REACH THE STATION FROM CAVE CREEK SCHOOL IN CAVE CREEK, GO
 DU2227'SOUTH ALONG SCHOOL HOUSE ROAD FOR ABOUT 1/2 MILE TO ITS END, PACK
 DU2227'ALONG THE TRAIL WHICH FOLLOWS THE MAIN RIDGE TO THE TOP OF
 DU2227'MOUNTAIN AND STATION.
 DU2227'
 DU2227'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2227'
 DU2227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 DU2227'SOUTH OF CAVE CREEK
 DU2227
 DU2227                          STATION RECOVERY (2002)
 DU2227
 DU2227'RECOVERY NOTE BY US POWER SQUADRON 2002
 DU2227'MARK NOT FOUND.
 DU2227
 DU2227                          STATION RECOVERY (2008)
 DU2227
 DU2227'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2227'FOLLOWING UP ON PREVIOUS MARK NOT FOUND ENTRY TO NOTE THAT RM 3 AND RM
 DU2227'4 ARE STILL PRESENT
 DU2227'IN GOOD CONDITION THOUGH THE SURFACE OF EACH DISK HAS BEEN MARRED BY
 DU2227'VANDALS.  DRILL HOLE
 DU2227'FROM STATION IS STILL EVIDENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1818 ***********************************************************************
 DV1818  DESIGNATION -  CAVE RM 1
 DV1818  PID         -  DV1818
 DV1818  STATE/COUNTY-  AZ/MARICOPA
 DV1818  USGS QUAD   -  UNION HILLS (1981)
 DV1818
 DV1818                         *CURRENT SURVEY CONTROL
 DV1818  ___________________________________________________________________
 DV1818* NAD 83(1992)-  33 40 08.83943(N)    112 04 43.32518(W)     NO CHECK  
 DV1818* NAVD 88     -       435.985  (meters)    1430.39   (feet)  ADJUSTED  
 DV1818  ___________________________________________________________________
 DV1818  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DV1818  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1818  DYNAMIC HT  -         435.477 (meters)    1428.73  (feet)  COMP
 DV1818  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DV1818
 DV1818  HORZ ORDER  -  SECOND
 DV1818  VERT ORDER  -  SECOND    CLASS I
 DV1818
 DV1818.The horizontal coordinates were established by classical geodetic methods
 DV1818.and adjusted by the National Geodetic Survey in August 1993.
 DV1818.No horizontal observational check was made to the station.
 DV1818
 DV1818.The orthometric height was determined by differential leveling
 DV1818.and adjusted in November 1993.
 DV1818
 DV1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1818
 DV1818.The geoid height was determined by GEOID03.
 DV1818
 DV1818.The dynamic height is computed by dividing the NAVD 88
 DV1818.geopotential number by the normal gravity value computed on the
 DV1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1818.degrees latitude (g = 980.6199 gals.).
 DV1818
 DV1818.The modeled gravity was interpolated from observed gravity values.
 DV1818
 DV1818;                    North         East     Units Scale Factor Converg.
 DV1818;SPC AZ C     -   295,968.516   198,334.157   MT  0.99990278   -0 05 23.4
 DV1818;SPC AZ C     -   971,025.31    650,702.61   iFT  0.99990278   -0 05 23.4
 DV1818;UTM  12      - 3,725,991.803   399,997.395   MT  0.99972329   -0 35 53.1
 DV1818
 DV1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1818!SPC AZ C     -   0.99993619  x   0.99990278  =   0.99983897
 DV1818!UTM  12      -   0.99993619  x   0.99972329  =   0.99965949
 DV1818
 DV1818                          SUPERSEDED SURVEY CONTROL
 DV1818
 DV1818  NAD 83(1986)-  33 40 08.83427(N)    112 04 43.33145(W) AD(       ) 2
 DV1818  NGVD 29 (11/30/89)  435.4    (m)         1428.     (f) LEVELING    3  
 DV1818
 DV1818.Superseded values are not recommended for survey control.
 DV1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1818.See file dsdata.txt to determine how the superseded data were derived.
 DV1818
 DV1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9999725992(NAD 83)
 DV1818_MARKER: DR = REFERENCE MARK DISK
 DV1818_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1818_SP_SET: CURB
 DV1818_STAMPING: CAVE RM 1 1983
 DV1818_MARK LOGO: AZDT  
 DV1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1818
 DV1818  HISTORY     - Date     Condition        Report By
 DV1818  HISTORY     - 1983     MONUMENTED       AZDT
 DV1818  HISTORY     - 1984     GOOD             AZDT
 DV1818  HISTORY     - 19910506 GOOD             USPSQD
 DV1818  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 DV1818
 DV1818                          STATION DESCRIPTION
 DV1818
 DV1818'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1818'IN PHOENIX.
 DV1818'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1818'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.38 KM (2.1 MI) TO STATION CAVE
 DV1818'AZDT AND THE MARK, 22.88 METERS (75.07 FT) SOUTH OF STATION CAVE AZDT,
 DV1818'AND AN AZDT ALUMINUM CAP EPOXIED ON THE CURB.
 DV1818
 DV1818                          STATION RECOVERY (1991)
 DV1818
 DV1818'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1818'RECOVERED IN GOOD CONDITION.
 DV1818
 DV1818                          STATION RECOVERY (2006)
 DV1818
 DV1818'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1818'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1818'MARK. THE CURBING HAS BEEN REMOVED FROM THIS SECTION OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1819 ***********************************************************************
 DV1819  DESIGNATION -  CAVE RM 2
 DV1819  PID         -  DV1819
 DV1819  STATE/COUNTY-  AZ/MARICOPA
 DV1819  USGS QUAD   -  UNION HILLS (1981)
 DV1819
 DV1819                         *CURRENT SURVEY CONTROL
 DV1819  ___________________________________________________________________
 DV1819* NAD 83(1992)-  33 40 09.49858(N)    112 04 43.84011(W)     NO CHECK  
 DV1819* NAVD 88     -       435.965  (meters)    1430.33   (feet)  ADJUSTED  
 DV1819  ___________________________________________________________________
 DV1819  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DV1819  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV1819  DYNAMIC HT  -         435.457 (meters)    1428.66  (feet)  COMP
 DV1819  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 DV1819
 DV1819  HORZ ORDER  -  SECOND
 DV1819  VERT ORDER  -  SECOND    CLASS I
 DV1819
 DV1819.The horizontal coordinates were established by classical geodetic methods
 DV1819.and adjusted by the National Geodetic Survey in August 1993.
 DV1819.No horizontal observational check was made to the station.
 DV1819
 DV1819.The orthometric height was determined by differential leveling
 DV1819.and adjusted in November 1993.
 DV1819
 DV1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1819
 DV1819.The geoid height was determined by GEOID03.
 DV1819
 DV1819.The dynamic height is computed by dividing the NAVD 88
 DV1819.geopotential number by the normal gravity value computed on the
 DV1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1819.degrees latitude (g = 980.6199 gals.).
 DV1819
 DV1819.The modeled gravity was interpolated from observed gravity values.
 DV1819
 DV1819;                    North         East     Units Scale Factor Converg.
 DV1819;SPC AZ C     -   295,988.844   198,320.924   MT  0.99990279   -0 05 23.7
 DV1819;SPC AZ C     -   971,092.01    650,659.20   iFT  0.99990279   -0 05 23.7
 DV1819;UTM  12      - 3,726,012.243   399,984.346   MT  0.99972332   -0 35 53.4
 DV1819
 DV1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1819!SPC AZ C     -   0.99993619  x   0.99990279  =   0.99983899
 DV1819!UTM  12      -   0.99993619  x   0.99972332  =   0.99965953
 DV1819
 DV1819                          SUPERSEDED SURVEY CONTROL
 DV1819
 DV1819  NAD 83(1986)-  33 40 09.49342(N)    112 04 43.84639(W) AD(       ) 2
 DV1819  NGVD 29 (11/30/89)  435.4    (m)         1428.     (f) LEVELING    3  
 DV1819
 DV1819.Superseded values are not recommended for survey control.
 DV1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1819.See file dsdata.txt to determine how the superseded data were derived.
 DV1819
 DV1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9998426012(NAD 83)
 DV1819_MARKER: DR = REFERENCE MARK DISK
 DV1819_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1819_SP_SET: CURB
 DV1819_STAMPING: CAVE RM 2 1983
 DV1819_MARK LOGO: AZDT  
 DV1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1819
 DV1819  HISTORY     - Date     Condition        Report By
 DV1819  HISTORY     - 1983     MONUMENTED       AZDT
 DV1819  HISTORY     - 1984     GOOD             AZDT
 DV1819  HISTORY     - 19910506 GOOD             USPSQD
 DV1819  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 DV1819
 DV1819                          STATION DESCRIPTION
 DV1819
 DV1819'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1819'IN PHOENIX.
 DV1819'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1819'TRAVEL EAST ALONG BEARDSLY ROAD FOR 3.38 KM (2.1 MI) TO STATION CAVE
 DV1819'AZDT AND THE MARK, 14.09 METERS (46.21 FT) WEST OF STATION CAVE AZDT,
 DV1819'AND AN AZDT ALUMINUM CAP EPOXIED ON THE CURB.
 DV1819
 DV1819                          STATION RECOVERY (1991)
 DV1819
 DV1819'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1819'RECOVERED IN GOOD CONDITION.
 DV1819
 DV1819                          STATION RECOVERY (2006)
 DV1819
 DV1819'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1819'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1819'MARK. THE CURBING HAS BEEN REMOVED FROM THIS SECTION OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1054 ***********************************************************************
 CG1054  DESIGNATION -  CAYETANO
 CG1054  PID         -  CG1054
 CG1054  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1054  USGS QUAD   -  SAN CAYETANO MTS (1981)
 CG1054
 CG1054                         *CURRENT SURVEY CONTROL
 CG1054  ___________________________________________________________________
 CG1054* NAD 83(1992)-  31 32 01.51362(N)    110 57 44.42990(W)     ADJUSTED  
 CG1054* NAVD 88     -      1830.9    (meters)    6007.     (feet)  VERTCON   
 CG1054  ___________________________________________________________________
 CG1054  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CG1054  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CG1054  HORZ ORDER  -  FIRST
 CG1054
 CG1054.The horizontal coordinates were established by classical geodetic methods
 CG1054.and adjusted by the National Geodetic Survey in August 1993.
 CG1054
 CG1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1054
 CG1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1054
 CG1054.The geoid height was determined by GEOID03.
 CG1054
 CG1054;                    North         East     Units Scale Factor Converg.
 CG1054;SPC AZ C     -    59,568.274   303,983.356   MT  1.00000126   +0 29 56.9
 CG1054;SPC AZ C     -   195,433.97    997,320.72   iFT  1.00000126   +0 29 56.9
 CG1054;UTM  12      - 3,488,758.329   503,574.915   MT  0.99960016   +0 01 10.9
 CG1054
 CG1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1054!SPC AZ C     -   0.99971720  x   1.00000126  =   0.99971846
 CG1054!UTM  12      -   0.99971720  x   0.99960016  =   0.99931747
 CG1054
 CG1054|---------------------------------------------------------------------|
 CG1054| PID    Reference Object                     Distance      Geod. Az  |
 CG1054|                                                           dddmmss.s |
 CG1054| CG1057 CAYETANO RM 1                        13.508 METERS 02149     |
 CG1054| CG1056 CAYETANO RM 2                        19.061 METERS 08328     |
 CG1054| CC7115 CAYETANO AZ MK                                     2514123.3 |
 CG1054|---------------------------------------------------------------------|
 CG1054
 CG1054                          SUPERSEDED SURVEY CONTROL
 CG1054
 CG1054  NAD 83(1986)-  31 32 01.50194(N)    110 57 44.42503(W) AD(       ) 1
 CG1054  NAD 27      -  31 32 01.17100(N)    110 57 42.10500(W) AD(       ) 1
 CG1054  NGVD 29 (07/19/86) 1830.0    (m)         6004.     (f) VERT ANG    3  
 CG1054
 CG1054.Superseded values are not recommended for survey control.
 CG1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1054.See file dsdata.txt to determine how the superseded data were derived.
 CG1054
 CG1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0357588758(NAD 83)
 CG1054_MARKER: DS = TRIANGULATION STATION DISK
 CG1054_SETTING: 66 = SET IN ROCK OUTCROP
 CG1054
 CG1054  HISTORY     - Date     Condition        Report By
 CG1054  HISTORY     - 1935     MONUMENTED       USGS
 CG1054  HISTORY     - 1949     GOOD             CGS
 CG1054  HISTORY     - 1957     POOR             USGS
 CG1054
 CG1054                          STATION DESCRIPTION
 CG1054
 CG1054'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CG1054'ABOUT 14 MILES NORTH OF NOGALES IN NE. COR. SEC. 12, T. 22 S., R.
 CG1054'13 E., ABOUT 4 MILES EAST OF U.S. HIGHWAY NO. 89, ON THE NORTHERLY
 CG1054'AND HIGHEST ONE OF THE THREE PEAKS OF THE CAYETANO MOUNTAINS,
 CG1054'A PROMINENT LONE PEAK RISING FROM THE SERIES OF LOW, PARALLEL
 CG1054'RIDGES BETWEEN THE HIGHWAY AND THE FOOTHILLS OF THE PATAGONIA
 CG1054'MOUNTAINS.  IN THE APPROXIMATE CENTER OF THE CREST OF THE OBLONG
 CG1054'SUMMIT JUST SOUTH OF A SHALLOW SADDLE.  MARKED BY A STANDARD
 CG1054'U.S. GEOLOGICAL SURVEY DISK, STAMPED CAYETANO 1935, SET IN
 CG1054'BEDROCK.REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1054'REFERENCE DISK, STAMPED CAYETANO 1935-1936 NO. 1, IS
 CG1054'ALONG CREST OF RIDGE, NEAR ITS NORTH END, IN AN OUTCROP OF
 CG1054'LEDGE ROCK AND 13.352 METERS (43.81 FEET) FROM STATION IN
 CG1054'AZIMUTH 201 DEG 49 MIN.  REFERENCE MARK NO. 2, A STANDARD
 CG1054'BRONZE REFERENCE DISK, STAMPED CAYETANO 1935-1936
 CG1054'NO. 2, IS DOWN NORTHEAST SLOPE OF SUMMIT, ABOUT 30 FEET BELOW
 CG1054'STATION, IN TOP OF ROCK LEDGE AND 18.860 METERS (61.88 FEET)
 CG1054'FROM STATION N 83 DEG 28 MIN E. THE AZIMUTH MARK, A
 CG1054'STANDARD BRONZE DISK, IS ON U.S. HIGHWAY NO. 89, ABOUT
 CG1054'ONE-HALF MILE NORTH OF A BRICK SCHOOL BUILDING ON WEST SIDE OF THE
 CG1054'ROAD, ABOUT 100 YARDS NORTHWEST OF AN OLD ADOBE HOUSE, 50 YARDS
 CG1054'NORTH OF OVERHEAD GUY-WIRE, IN THE TOP OF THE SOUTH END OF THE
 CG1054'EAST HEADWALL OF A SMALL CONCRETE CULVERT UNDER THE HIGHWAY AND
 CG1054'ABOUT 3 MILES FROM STATION S 71 DEG 41 MIN W.
 CG1054
 CG1054                          STATION RECOVERY (1949)
 CG1054
 CG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FHT)
 CG1054'LETTER FROM MR. F.H. TREGO, 1746 CHEROKEE AVENUE, HOLLYWOOD,
 CG1054'CALIFORNIA, DATED OCTOBER 8, 1949--
 CG1054'
 CG1054'STATION SIGNAL IS IN GOOD CONDITION.
 CG1054
 CG1054                          STATION RECOVERY (1957)
 CG1054
 CG1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1054'STATION FOUND LYING IN CAIRN AT APPROXIMATE ORIGINAL SITE.
 CG1054'
 CG1054'REFERENCE MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1055 ***********************************************************************
 CG1055  DESIGNATION -  CAYETANO 2
 CG1055  PID         -  CG1055
 CG1055  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1055  USGS QUAD   -  SAN CAYETANO MTS (1981)
 CG1055
 CG1055                         *CURRENT SURVEY CONTROL
 CG1055  ___________________________________________________________________
 CG1055* NAD 83(1992)-  31 32 01.50549(N)    110 57 44.43516(W)     ADJUSTED  
 CG1055* NAVD 88     -      1832.     (meters)    6010.     (feet)  SCALED    
 CG1055  ___________________________________________________________________
 CG1055  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CG1055  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CG1055  HORZ ORDER  -  SECOND
 CG1055
 CG1055.The horizontal coordinates were established by classical geodetic methods
 CG1055.and adjusted by the National Geodetic Survey in August 1993.
 CG1055
 CG1055.The orthometric height was scaled from a topographic map.
 CG1055
 CG1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1055
 CG1055.The geoid height was determined by GEOID03.
 CG1055
 CG1055;                    North         East     Units Scale Factor Converg.
 CG1055;SPC AZ C     -    59,568.023   303,983.220   MT  1.00000126   +0 29 56.9
 CG1055;SPC AZ C     -   195,433.15    997,320.28   iFT  1.00000126   +0 29 56.9
 CG1055;UTM  12      - 3,488,758.078   503,574.777   MT  0.99960016   +0 01 10.9
 CG1055
 CG1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1055!SPC AZ C     -   0.99971704  x   1.00000126  =   0.99971830
 CG1055!UTM  12      -   0.99971704  x   0.99960016  =   0.99931731
 CG1055
 CG1055|---------------------------------------------------------------------|
 CG1055| PID    Reference Object                     Distance      Geod. Az  |
 CG1055|                                                           dddmmss.s |
 CG1055| CG1057 CAYETANO RM 1                        13.792 METERS 02158     |
 CG1055| CG1056 CAYETANO RM 2                        19.228 METERS 08246     |
 CG1055| CC7114 CAYETANO 2 RM 3                       6.866 METERS 19008     |
 CG1055| CG1091 CALABASAS                           APPROX. 6.0 KM 2512033.3 |
 CG1055| CG1088 TUMACACORI NATIONAL MON CROSS       APPROX. 9.3 KM 2944554.8 |
 CG1055|---------------------------------------------------------------------|
 CG1055
 CG1055                          SUPERSEDED SURVEY CONTROL
 CG1055
 CG1055  NAD 83(1986)-  31 32 01.49380(N)    110 57 44.43029(W) AD(       ) 2
 CG1055  NAD 27      -  31 32 01.16430(N)    110 57 42.11320(W) AD(       ) 2
 CG1055
 CG1055.Superseded values are not recommended for survey control.
 CG1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1055.See file dsdata.txt to determine how the superseded data were derived.
 CG1055
 CG1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0357588758(NAD 83)
 CG1055_MARKER: DS = TRIANGULATION STATION DISK
 CG1055_SETTING: 66 = SET IN ROCK OUTCROP
 CG1055
 CG1055  HISTORY     - Date     Condition        Report By
 CG1055  HISTORY     - 1959     MONUMENTED       CGS
 CG1055
 CG1055                          STATION DESCRIPTION
 CG1055
 CG1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1055'THE STATION IS ABOUT 14 MILES NORTH OF NOGALES AND ABOUT 4-1/2
 CG1055'MILES EAST OF U.S. HIGHWAY 89 ON THE NORTHERLY AND HIGHEST ONE
 CG1055'OF THE THREE PEAKS OF HE CAYETANO MOUNTAINS.
 CG1055'
 CG1055'TO REACH THE STATION FROM THE POST OFFICE AT TUMACACORI GO SOUTH
 CG1055'ON U.S. HIGHWAY 89 FOR 0.35 MIEL TO A T ROAD LEFT AND SIGNS, SAN
 CG1055'CAYETANO RANCH RANCHO EL CANTO.  TURN LEFT, EAST, FOR 0.7
 CG1055'MIL TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH
 CG1055'FOR 1.1 MILES TO A CATTLE GUARD AND A FORK JUST AFTER CROSSING
 CG1055'THE CATTLE GUARD.  TAKE LEFT FORK AND GO 0.2 MILE TO ANOTHER
 CG1055'FORK, TAKE LEFT FORK FOR 0.1 MILE TO A FORK AT A WASH, TAKE LEFT
 CG1055'FORK SOUTHEAST FOR 0.6 MILE TO A DIM TRACK ROAD ON THE LEFT.
 CG1055'HERE TURN LEFT AND FOLLOW THE OLD TRACK ROAD EASTWARD FOR
 CG1055'2.6 MILES TO AN OLD MINE AND THE END OF TRUCK TRAVEL.  FROM
 CG1055'HERE PACK EASTWARD TO THE CREST OF THE RIDGE THEN PACK
 CG1055'SOUTH TO THE HIGHEST PEAK AND THE STATION.  LENGTH OF PACK IS
 CG1055'ABOUT 2-1/2 HOURS.
 CG1055'
 CG1055'THE STATION MARK, STAMPED CAYETANO 2 1959, IS A STANDARD DISK
 CG1055'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 8 FEET SOUTH OF A CAIRN
 CG1055'AND 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CG1055'
 CG1055'REFERENCE MARK 1, STAMPED CAYETANO USGS NO 1 1935, IS A STANDARD
 CG1055'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 1/2 FOOT SOUTH
 CG1055'OF A CAIRN AND ABOUT 6 FEET BELOW STATION ELEVATION.
 CG1055'
 CG1055'REFERENCE MARK 2, STAMPED CAYETANO USGS NO 2 1935, IS A STANDARD
 CG1055'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET WEST OF A
 CG1055'CAIRN AND ABOUT 25 FEET BELOW STATION ELEVATION.
 CG1055'
 CG1055'REFERENCE MARK 3, STAMPED CAYETANO 2 NO 3 1959, IS A STANDARD DISK
 CG1055'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 CG1055'IT IS 1/2 FOOT NORTH OF A CAIRN.
 CG1055'
 CG1055'TRIANGULATION STATION CALABASAS MAY BE USED AS AN AZIMUTH MARK.
 CG1055'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0015 ***********************************************************************
 CZ0015  DESIGNATION -  CC
 CZ0015  PID         -  CZ0015
 CZ0015  STATE/COUNTY-  AZ/COCHISE
 CZ0015  USGS QUAD   -  DRAGOON (1995)
 CZ0015
 CZ0015                         *CURRENT SURVEY CONTROL
 CZ0015  ___________________________________________________________________
 CZ0015* NAD 83(1986)-  32 02 32.     (N)    110 05 39.     (W)     SCALED    
 CZ0015* NAVD 88     -      1440.28   (+/-2cm)    4725.3    (feet)  VERTCON   
 CZ0015  ___________________________________________________________________
 CZ0015  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CZ0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0015
 CZ0015.The horizontal coordinates were scaled from a topographic map and have
 CZ0015.an estimated accuracy of +/- 6 seconds.
 CZ0015
 CZ0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0015.The vertical order pertains to the NGVD 29 superseded value.
 CZ0015
 CZ0015.The geoid height was determined by GEOID03.
 CZ0015
 CZ0015;                    North         East    Units  Estimated Accuracy
 CZ0015;SPC AZ E     -   115,550.      220,210.      MT  (+/- 180 meters Scaled)
 CZ0015
 CZ0015                          SUPERSEDED SURVEY CONTROL
 CZ0015
 CZ0015  NGVD 29 (??/??/92) 1439.394  (m)         4722.41   (f) ADJ UNCH    2 0
 CZ0015
 CZ0015.Superseded values are not recommended for survey control.
 CZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0015.See file dsdata.txt to determine how the superseded data were derived.
 CZ0015
 CZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA855454(NAD 83)
 CZ0015_MARKER: DD = SURVEY DISK
 CZ0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0015_SP_SET: BRIDGE
 CZ0015_STAMPING: CC
 CZ0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0015
 CZ0015  HISTORY     - Date     Condition        Report By
 CZ0015  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0015  HISTORY     - 1960     GOOD             NGS
 CZ0015  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0015
 CZ0015                          STATION DESCRIPTION
 CZ0015
 CZ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0015'13.95 MI E FROM BENSON.
 CZ0015'13.95 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0015'HIGHWAY 86, 0.5 MILE EAST OF MILEPOST 306, 30 FEET NORTHWEST OF THE
 CZ0015'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, ABOUT 200 YARDS SOUTHEAST OF
 CZ0015'A SERVICE STATION, CEMENTED IN THE CENTER OF THE NORTHWEST HEADWALL OF
 CZ0015'A CONCRETE BRIDGE, ABOUT 6 INCHES LOWER THAN THE HIGHWAY.
 CZ0015
 CZ0015                          STATION RECOVERY (1979)
 CZ0015
 CZ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0015'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  NO SERVICE STATION WAS
 CZ0015'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0074 ***********************************************************************
 GQ0074  DESIGNATION -  CC 254
 GQ0074  PID         -  GQ0074
 GQ0074  STATE/COUNTY-  AZ/MOHAVE
 GQ0074  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0074
 GQ0074                         *CURRENT SURVEY CONTROL
 GQ0074  ___________________________________________________________________
 GQ0074* NAD 83(1986)-  36 08 39.     (N)    113 59 41.     (W)     SCALED    
 GQ0074* NAVD 88     -       367.586  (meters)    1205.99   (feet)  POSTED    
 GQ0074  ___________________________________________________________________
 GQ0074  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GQ0074  DYNAMIC HT  -         367.220 (meters)    1204.79  (feet)  COMP
 GQ0074  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 GQ0074
 GQ0074  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0074
 GQ0074.The horizontal coordinates were scaled from a topographic map and have
 GQ0074.an estimated accuracy of +/- 6 seconds.
 GQ0074
 GQ0074.The orthometric height was determined by differential leveling
 GQ0074.and adjusted by the  in 1992.
 GQ0074.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0074.rate of 0.0 thru 1.0 mm/km.
 GQ0074
 GQ0074.The geoid height was determined by GEOID03.
 GQ0074
 GQ0074.The dynamic height is computed by dividing the NAVD 88
 GQ0074.geopotential number by the normal gravity value computed on the
 GQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0074.degrees latitude (g = 980.6199 gals.).
 GQ0074
 GQ0074.The modeled gravity was interpolated from observed gravity values.
 GQ0074
 GQ0074;                    North         East    Units  Estimated Accuracy
 GQ0074;SPC AZ W     -   570,560.      191,340.      MT  (+/- 180 meters Scaled)
 GQ0074
 GQ0074                          SUPERSEDED SURVEY CONTROL
 GQ0074
 GQ0074  NGVD 29 (??/??/92)  366.909  (m)         1203.77   (f) ADJ UNCH    1 1
 GQ0074
 GQ0074.Superseded values are not recommended for survey control.
 GQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0074.See file dsdata.txt to determine how the superseded data were derived.
 GQ0074
 GQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF305040(NAD 83)
 GQ0074_MARKER: DB = BENCH MARK DISK
 GQ0074_SETTING: 80 = SET IN A BOULDER
 GQ0074_SP_SET: BOULDER
 GQ0074_STAMPING: CC 254 1941
 GQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0074+STABILITY: SURFACE MOTION
 GQ0074
 GQ0074  HISTORY     - Date     Condition        Report By
 GQ0074  HISTORY     - 1941     MONUMENTED       CGS
 GQ0074  HISTORY     - 1950     GOOD             NGS
 GQ0074
 GQ0074                          STATION DESCRIPTION
 GQ0074
 GQ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0074'3.7 MI N FROM PIERCES FERRY.
 GQ0074'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0074'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0074'THENCE 3.2 MILES NORTH ALONG THE SHORE OF LAKE MEAD, ON THE TOP OF A
 GQ0074'4-FOOT-HIGH BOULDER, ABOUT 0.2 MILE WEST OF BM A 105 (USGS), ON THE
 GQ0074'SOUTH SLOPE OF A LONG RIDGE, 60 FEET WEST OF AND DOWN HILL FROM A
 GQ0074'CAIRN, AND ABOUT 20 FEET BELOW THE HIGH WATER MARK OF THE LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6868 ***********************************************************************
 DH6868  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6868  DESIGNATION -  CD 3 RESET
 DH6868  PID         -  DH6868
 DH6868  STATE/COUNTY-  AZ/GILA
 DH6868  USGS QUAD   -  INSPIRATION (1982)
 DH6868
 DH6868                         *CURRENT SURVEY CONTROL
 DH6868  ___________________________________________________________________
 DH6868* NAD 83(2007)-  33 23 44.50872(N)    110 56 43.06162(W)     ADJUSTED  
 DH6868* NAVD 88     -      1416.19   (meters)    4646.3    (feet)  GPS OBS   
 DH6868  ___________________________________________________________________
 DH6868  EPOCH DATE  -        2007.00
 DH6868  X           -  -1,905,923.116 (meters)                     COMP
 DH6868  Y           -  -4,979,304.229 (meters)                     COMP
 DH6868  Z           -   3,491,445.933 (meters)                     COMP
 DH6868  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 DH6868  ELLIP HEIGHT-        1388.532 (meters)          (02/10/07) ADJUSTED
 DH6868  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DH6868
 DH6868  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6868  Type    PID    Designation                      North   East  Ellip
 DH6868  -------------------------------------------------------------------
 DH6868  NETWORK DH6868 CD 3 RESET                        0.65   0.61   2.10
 DH6868  -------------------------------------------------------------------
 DH6868
 DH6868.The horizontal coordinates were established by GPS observations
 DH6868.and adjusted by the National Geodetic Survey in February 2007.
 DH6868
 DH6868.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6868.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6868.The horizontal coordinates are valid at the epoch date displayed above.
 DH6868.The epoch date for horizontal control is a decimal equivalence
 DH6868.of Year/Month/Day.
 DH6868
 DH6868.The orthometric height was determined by GPS observations and a
 DH6868.high-resolution geoid model.
 DH6868.The orthometric height was determined by GPS observations and a
 DH6868.high-resolution geoid model using precise GPS observation and
 DH6868.processing techniques.
 DH6868
 DH6868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6868
 DH6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6868
 DH6868.The ellipsoidal height was determined by GPS observations
 DH6868.and is referenced to NAD 83.
 DH6868
 DH6868.The geoid height was determined by GEOID03.
 DH6868
 DH6868;                    North         East     Units Scale Factor Converg.
 DH6868;SPC AZ E     -   265,904.002   140,927.591   MT  0.99996466   -0 25 42.9
 DH6868;SPC AZ E     -   872,388.46    462,360.86   iFT  0.99996466   -0 25 42.9
 DH6868;UTM  12      - 3,695,156.668   505,087.390   MT  0.99960032   +0 01 48.4
 DH6868
 DH6868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6868!SPC AZ E     -   0.99978206  x   0.99996466  =   0.99974672
 DH6868!UTM  12      -   0.99978206  x   0.99960032  =   0.99938246
 DH6868
 DH6868                          SUPERSEDED SURVEY CONTROL
 DH6868
 DH6868  NAD 83(1992)-  33 23 44.50850(N)    110 56 43.06124(W) AD(       ) B
 DH6868  ELLIP H (08/22/05) 1388.543  (m)                       GP(       ) 4 2
 DH6868
 DH6868.Superseded values are not recommended for survey control.
 DH6868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6868.See file dsdata.txt to determine how the superseded data were derived.
 DH6868
 DH6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0508795157(NAD 83)
 DH6868_MARKER: DD = SURVEY DISK
 DH6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6868_STAMPING: CD 3 RESET 2004
 DH6868_MARK LOGO: NGS   
 DH6868_PROJECTION: FLUSH
 DH6868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6868+STABILITY: SURFACE MOTION
 DH6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6868+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DH6868
 DH6868  HISTORY     - Date     Condition        Report By
 DH6868  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6868  HISTORY     - 20051004 GOOD             AZ-007
 DH6868  HISTORY     - 20060115 GOOD             USPSQD
 DH6868
 DH6868                          STATION DESCRIPTION
 DH6868
 DH6868'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6868'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE, AZ. PROCEED
 DH6868'WEST ON US-60 7.4 MILES TO ROAD LEADING NORTH TOWARD PINTO VALLEY MINE
 DH6868'(FOREST SERVICE 287) HEAD NORTH ON FS 287 500 FEET TO FS 287B. PROCEED
 DH6868'NORTHEAST AND NORTH ON FS 287B 2.2 MILES TO TURNOUT ON WEST SIDE OF
 DH6868'ROAD. PROCEED SOUTH THROUGH TURNOUT ALONG RIDGE LINE 0.1 MILES TO
 DH6868'MONUMENT. MONUMENT IS 5 FEET NORTH OF WITNESS POST.
 DH6868
 DH6868                          STATION RECOVERY (2005)
 DH6868
 DH6868'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6868'RECOVERED IN GOOD CONDITION.
 DH6868
 DH6868                          STATION RECOVERY (2006)
 DH6868
 DH6868'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DH6868'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0680 ***********************************************************************
 ER0680  DESIGNATION -  CEADRO
 ER0680  PID         -  ER0680
 ER0680  STATE/COUNTY-  AZ/APACHE
 ER0680  USGS QUAD   -  CEADRO SPRING (1984)
 ER0680
 ER0680                         *CURRENT SURVEY CONTROL
 ER0680  ___________________________________________________________________
 ER0680* NAD 83(1992)-  34 49 18.82252(N)    109 14 13.99270(W)     ADJUSTED  
 ER0680* NAVD 88     -      1881.58   (+/-2cm)    6173.2    (feet)  VERTCON   
 ER0680  ___________________________________________________________________
 ER0680  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 ER0680  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ER0680  HORZ ORDER  -  SECOND
 ER0680  VERT ORDER  -  THIRD ? (See Below)
 ER0680
 ER0680.The horizontal coordinates were established by classical geodetic methods
 ER0680.and adjusted by the National Geodetic Survey in August 1993.
 ER0680
 ER0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0680.The vertical order pertains to the NGVD 29 superseded value.
 ER0680
 ER0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0680
 ER0680.The geoid height was determined by GEOID03.
 ER0680
 ER0680;                    North         East     Units Scale Factor Converg.
 ER0680;SPC AZ E     -   424,211.242   298,383.710   MT  0.99998907   +0 31 50.8
 ER0680;SPC AZ E     - 1,391,769.17    978,949.18   iFT  0.99998907   +0 31 50.8
 ER0680;UTM  12      - 3,854,708.598   661,213.262   MT  0.99992033   +1 00 24.5
 ER0680
 ER0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0680!SPC AZ E     -   0.99970836  x   0.99998907  =   0.99969743
 ER0680!UTM  12      -   0.99970836  x   0.99992033  =   0.99962871
 ER0680
 ER0680|---------------------------------------------------------------------|
 ER0680| PID    Reference Object                     Distance      Geod. Az  |
 ER0680|                                                           dddmmss.s |
 ER0680| CS5168 CEADRO RM 1                          10.081 METERS 00046     |
 ER0680| CS5169 CEADRO RM 2                          10.204 METERS 18057     |
 ER0680|---------------------------------------------------------------------|
 ER0680
 ER0680                          SUPERSEDED SURVEY CONTROL
 ER0680
 ER0680  NAD 83(1986)-  34 49 18.81908(N)    109 14 13.99824(W) AD(       ) 2
 ER0680  NGVD 29 (01/29/91) 1880.67   (m)         6170.2    (f) LEVELING    3  
 ER0680
 ER0680.Superseded values are not recommended for survey control.
 ER0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0680.See file dsdata.txt to determine how the superseded data were derived.
 ER0680
 ER0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6121354709(NAD 83)
 ER0680_MARKER: DS = TRIANGULATION STATION DISK
 ER0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0680+STABILITY: SURFACE MOTION
 ER0680
 ER0680  HISTORY     - Date     Condition        Report By
 ER0680  HISTORY     - 1982     MONUMENTED       AZDT
 ER0680
 ER0680                          STATION DESCRIPTION
 ER0680
 ER0680'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0680'THE STATION IS LOCATED 22-1/2 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0680'HIGHWAY 666.
 ER0680'
 ER0680'THE STATION MARK IS AN AZDT DISK STAMPED---CEADRO 1982---.  IT IS SET
 ER0680'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 70 FEET EAST OF THE
 ER0680'CENTERLINE OF THE HIGHWAY AND 2.3 FEET EAST OF THE WITNESS POST.
 ER0680'
 ER0680'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CEADRO RM 1 1982---.  IT IS
 ER0680'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0680'
 ER0680'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CEADRO RM 2 1982---.  IT IS
 ER0680'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0680'
 ER0680'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS TRAVEL EAST  ON
 ER0680'U.S. HIGHWAY 180 AND STATE ROUTE 61 FOR 0.25 MILE TO U.S. HIGHWAY 666.
 ER0680'TRAVEL NORTHEAST ALONG U.S. 666 FOR 23.4 MILES TO MILE POST 339 AND
 ER0680'THE STATION ON A 10 FOOT BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0709 ***********************************************************************
 DA0709  DESIGNATION -  CEDA
 DA0709  PID         -  DA0709
 DA0709  STATE/COUNTY-  AZ/MARICOPA
 DA0709  USGS QUAD   -  SMURR (1973)
 DA0709
 DA0709                         *CURRENT SURVEY CONTROL
 DA0709  ___________________________________________________________________
 DA0709* NAD 83(1992)-  32 56 03.79292(N)    112 46 59.88137(W)     ADJUSTED  
 DA0709* NAVD 88     -       224.712  (meters)     737.24   (feet)  ADJUSTED  
 DA0709  ___________________________________________________________________
 DA0709  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DA0709  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0709  DYNAMIC HT  -         224.449 (meters)     736.38  (feet)  COMP
 DA0709  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 DA0709
 DA0709  HORZ ORDER  -  SECOND
 DA0709  VERT ORDER  -  FIRST     CLASS II
 DA0709
 DA0709.The horizontal coordinates were established by classical geodetic methods
 DA0709.and adjusted by the National Geodetic Survey in August 1993.
 DA0709
 DA0709.The orthometric height was determined by differential leveling
 DA0709.and adjusted in June 1991.
 DA0709
 DA0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0709
 DA0709.The geoid height was determined by GEOID03.
 DA0709
 DA0709.The dynamic height is computed by dividing the NAVD 88
 DA0709.geopotential number by the normal gravity value computed on the
 DA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0709.degrees latitude (g = 980.6199 gals.).
 DA0709
 DA0709.The modeled gravity was interpolated from observed gravity values.
 DA0709
 DA0709;                    North         East     Units Scale Factor Converg.
 DA0709;SPC AZ C     -   214,808.767   132,317.232   MT  0.99998096   -0 28 16.3
 DA0709;SPC AZ C     -   704,753.17    434,111.65   iFT  0.99998096   -0 28 16.3
 DA0709;UTM  12      - 3,645,424.003   333,277.222   MT  0.99994274   -0 58 11.2
 DA0709
 DA0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0709!SPC AZ C     -   0.99996964  x   0.99998096  =   0.99995060
 DA0709!UTM  12      -   0.99996964  x   0.99994274  =   0.99991238
 DA0709
 DA0709:                Primary Azimuth Mark                     Grid Az
 DA0709:SPC AZ C     -  RNG GILA BENC GBN                        067 09 03.1
 DA0709:UTM  12      -  RNG GILA BENC GBN                        067 38 58.0
 DA0709
 DA0709|---------------------------------------------------------------------|
 DA0709| PID    Reference Object                     Distance      Geod. Az  |
 DA0709|                                                           dddmmss.s |
 DA0709| DA1550 RNG GILA BENC GBN                   APPROX. 6.5 KM 0664046.8 |
 DA0709| CH5484 I8 STA 4896+00 728.58                              0672137.9 |
 DA0709| DA0710 CEDA RM 1                            13.350 METERS 08203     |
 DA0709| CH4971 CEDA AZ MK                                         2623344.5 |
 DA0709| DA0708 CEDA RM 2                            15.610 METERS 34916     |
 DA0709|---------------------------------------------------------------------|
 DA0709
 DA0709                          SUPERSEDED SURVEY CONTROL
 DA0709
 DA0709  NAD 83(1986)-  32 56 03.78584(N)    112 46 59.88598(W) AD(       ) 2
 DA0709  NAD 27      -  32 56 03.61750(N)    112 46 57.27970(W) AD(       ) 2
 DA0709  NGVD 29 (??/??/92)  224.148  (m)          735.39   (f) ADJ UNCH    1 2
 DA0709
 DA0709.Superseded values are not recommended for survey control.
 DA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0709.See file dsdata.txt to determine how the superseded data were derived.
 DA0709
 DA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3327745424(NAD 83)
 DA0709_MARKER: DS = TRIANGULATION STATION DISK
 DA0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0709_STAMPING: CEDA 1960
 DA0709_MARK LOGO: CGS   
 DA0709_PROJECTION: PROJECTING 3 CENTIMETERS
 DA0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0709+STABILITY: SURFACE MOTION
 DA0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0709+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0709
 DA0709  HISTORY     - Date     Condition        Report By
 DA0709  HISTORY     - 1960     MONUMENTED       CGS
 DA0709  HISTORY     - 1960     GOOD             CGS
 DA0709  HISTORY     - 1974     GOOD             NGS
 DA0709  HISTORY     - 1980     GOOD             NGS
 DA0709  HISTORY     - 1980     GOOD             NGS
 DA0709  HISTORY     - 1980     GOOD             NGS
 DA0709  HISTORY     - 20060128 GOOD             USPSQD
 DA0709  HISTORY     - 20060128 GOOD             USPSQD
 DA0709  HISTORY     - 20070626 GOOD             GEOCAC
 DA0709
 DA0709                          STATION DESCRIPTION
 DA0709
 DA0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0709'THE STATION IS 4.0 MILES WEST OF GILA BEND FROM THE JUNCTION OF
 DA0709'U.S. HIGHWAY 80 AND STATE HIGHWAY 85, ON THE SUMMIT OF A
 DA0709'SLIGHT RISE BETWEEN ABANDONED HIGHWAY 80 AND THE RAILROAD,
 DA0709'6-1/2 POLES WEST OF RAILROAD MILE POST 852, 102 FEET SOUTH OF THE
 DA0709'CENTERLINE OF THE ABANDONED HIGHWAY, 78 FEET EAST OF TELEPHONE
 DA0709'POLE NO. E 48, 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 DA0709'AND 4 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 DA0709'
 DA0709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 DA0709'85 AT GILA BEND GO WEST ON U.S. HIGHWAY 80 FOR 4.0 MILES TO
 DA0709'THE STATION ON THE RIGHT.
 DA0709'
 DA0709'THE STATION, WITH UNDERGROUND MARK, STAMPED CEDA 1960, IS A
 DA0709'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DA0709'
 DA0709'REFERENCE MARK NO. 1, STAMPED CEDA NO 1 1960, IS A STANDARD
 DA0709'DISK SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES, 43-1/2
 DA0709'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 36 FEET WEST OF
 DA0709'TELEPHONE POLE F AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 DA0709'
 DA0709'REFERENCE MARK NO. 2, STAMPED CEDA NO 2 1960, IS A STANDARD
 DA0709'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 51
 DA0709'FEET SOUTH OF THE CENTERLINE OF THE ABANDONED HIGHWAY AND
 DA0709'ABOUT THE SAME ELEVATION AS THE STATION.
 DA0709'
 DA0709'THE AZIMUTH MARK, STAMPED CEDA 1960, IS A STANDARD DISK
 DA0709'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF A INTERCHANGE,
 DA0709'17 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 DA0709'LANE, 4.8 FEET WEST OF THE EAST EDGE OF THE CONCRETE FLOOR,
 DA0709'2.4 FEET NORTH OF THE SOUTH CURB AND FLUSH WITH THE ROADWAY.
 DA0709'TO REACH FROM THE STATION GO WEST ON U.S. HIGHWAY 80 (INTERSTATE
 DA0709'8) FOR 1.2 MILES TO A INTERCHANGE AND THE MARK.
 DA0709
 DA0709                          STATION RECOVERY (1960)
 DA0709
 DA0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0709'4.0 MI W FROM GILA BEND.
 DA0709'4.0 MILES WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0709'85 AT GILA BEND, 6 1/2 POLES WEST OF MILE POST 852, 102 FEET SOUTH OF
 DA0709'THE CENTERLINE OF THE ABANDONED HIGHWAY, 78 FEET EAST OF TELEPHONE
 DA0709'POLE E 48, 51.21 FEET SOUTH OF R.M. 2, 46 FEET NORTH OF THE NORTH
 DA0709'RAIL, 43.80 FEET WEST OF R.M. 1, 4 FEET NORTHWEST OF A METAL WITNESS
 DA0709'POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DA0709
 DA0709                          STATION RECOVERY (1974)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DA0709'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DA0709'AS DESCRIBED.  THE AZIMUTH MARK IS BURIED UNDER THE HIGHWAY
 DA0709'SURFACE AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DA0709'
 DA0709'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 DA0709'728-58 STA 4896+00.  THE MARK IS SET IN TOP OF THE CONCRETE
 DA0709'HEADWALL ALONG THE SOUTH SIDE OF THE EAST BOUND LANE OF
 DA0709'INTERSTATE HIGHWAY 8.
 DA0709'
 DA0709'TO REACH THE STATION FROM THE INTERSECTION OF CAPITAL AVENUE
 DA0709'AND U.S. 80 IN GILA BEND, GO WEST ALONG U.S. 80 FOR 2.2 MILES
 DA0709'TO INTERSECTION WITH AN I-8 OFF RAMP AND THE SOUTH FRONTAGE
 DA0709'ROAD.  BEAR LEFT ALONG THE FRONTAGE ROAD FOR 1.8 MILES TO THE
 DA0709'STATION ON THE LEFT ON TOP OF A LOW RISE.
 DA0709'
 DA0709'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0709'
 DA0709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST
 DA0709'OF GILA BEND
 DA0709
 DA0709                          STATION RECOVERY (1980)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0709'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0709'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0709'RAILROAD MILEPOLE 852, 14.1 METERS (46.0 FT) NORTHWEST OF THE
 DA0709'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0709'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0709'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DA0709'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0709
 DA0709                          STATION RECOVERY (1980)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0709'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0709'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0709'RAILROAD MILEPOLE 852, 14.1 METERS (46.0 FT) NORTHWEST OF THE
 DA0709'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0709'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0709'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DA0709'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0709
 DA0709                          STATION RECOVERY (1980)
 DA0709
 DA0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0709'RECOVERED IN GOOD CONDITION.
 DA0709
 DA0709                          STATION RECOVERY (2006)
 DA0709
 DA0709'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0709'RECOVERED AS DESCRIBED.
 DA0709
 DA0709                          STATION RECOVERY (2006)
 DA0709
 DA0709'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0709'RECOVERED AS DESCRIBED.
 DA0709
 DA0709                          STATION RECOVERY (2007)
 DA0709
 DA0709'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0710 ***********************************************************************
 DA0710  DESIGNATION -  CEDA RM 1
 DA0710  PID         -  DA0710
 DA0710  STATE/COUNTY-  AZ/MARICOPA
 DA0710  USGS QUAD   -  SMURR (1973)
 DA0710
 DA0710                         *CURRENT SURVEY CONTROL
 DA0710  ___________________________________________________________________
 DA0710* NAD 83(1986)-  32 56 03.     (N)    112 47 00.     (W)     SCALED    
 DA0710* NAVD 88     -       224.987  (meters)     738.14   (feet)  ADJUSTED  
 DA0710  ___________________________________________________________________
 DA0710  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0710  DYNAMIC HT  -         224.725 (meters)     737.29  (feet)  COMP
 DA0710  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 DA0710
 DA0710  VERT ORDER  -  FIRST     CLASS II
 DA0710
 DA0710.The horizontal coordinates were scaled from a topographic map and have
 DA0710.an estimated accuracy of +/- 6 seconds.
 DA0710
 DA0710.The orthometric height was determined by differential leveling
 DA0710.and adjusted in June 1991.
 DA0710
 DA0710.The geoid height was determined by GEOID03.
 DA0710
 DA0710.The dynamic height is computed by dividing the NAVD 88
 DA0710.geopotential number by the normal gravity value computed on the
 DA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0710.degrees latitude (g = 980.6199 gals.).
 DA0710
 DA0710.The modeled gravity was interpolated from observed gravity values.
 DA0710
 DA0710;                    North         East    Units  Estimated Accuracy
 DA0710;SPC AZ C     -   214,780.      132,310.      MT  (+/- 180 meters Scaled)
 DA0710
 DA0710                          SUPERSEDED SURVEY CONTROL
 DA0710
 DA0710  NGVD 29 (??/??/92)  224.424  (m)          736.30   (f) ADJ UNCH    1 2
 DA0710
 DA0710.Superseded values are not recommended for survey control.
 DA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0710.See file dsdata.txt to determine how the superseded data were derived.
 DA0710
 DA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB332454(NAD 83)
 DA0710_MARKER: DR = REFERENCE MARK DISK
 DA0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0710_STAMPING: CEDA NO 1 1960
 DA0710_MARK LOGO: CGS   
 DA0710_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0710+STABILITY: SURFACE MOTION
 DA0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0710+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0710
 DA0710  HISTORY     - Date     Condition        Report By
 DA0710  HISTORY     - 1960     MONUMENTED       CGS
 DA0710  HISTORY     - 1980     GOOD             NGS
 DA0710  HISTORY     - 1980     GOOD             NGS
 DA0710  HISTORY     - 1980     GOOD             NGS
 DA0710  HISTORY     - 20060128 GOOD             USPSQD
 DA0710  HISTORY     - 20060128 GOOD             USPSQD
 DA0710  HISTORY     - 20070626 GOOD             GEOCAC
 DA0710
 DA0710                          STATION DESCRIPTION
 DA0710
 DA0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0710'4.0 MI W FROM GILA BEND.
 DA0710'4.0 MILE WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0710'85 AT GILA BEND, 43.80 FEET EAST OF THE STATION MARK, 43 1/2 FEET
 DA0710'NORTH OF THE NORTH RAIL OF THE RAILROAD, 36 FEET WEST OF TELEPHONE
 DA0710'POLE F, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 DA0710
 DA0710                          STATION RECOVERY (1980)
 DA0710
 DA0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0710'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0710'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0710'RAILROAD MILEPOLE 852, 13.4 METERS (44.0 FT) NORTHEAST OF THE
 DA0710'TRIANGULATION STATION CEDA, 14.0 METERS (46.0 FT) NORTHWEST OF THE
 DA0710'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0710'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0710'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0710
 DA0710                          STATION RECOVERY (1980)
 DA0710
 DA0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0710'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0710'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0710'RAILROAD MILEPOLE 852, 13.4 METERS (44.0 FT) NORTHEAST OF THE
 DA0710'TRIANGULATION STATION CEDA, 14.0 METERS (46.0 FT) NORTHWEST OF THE
 DA0710'NORTHWEST RAIL, 30.8 METERS (101 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0710'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80).
 DA0710'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0710
 DA0710                          STATION RECOVERY (1980)
 DA0710
 DA0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0710'RECOVERED IN GOOD CONDITION.
 DA0710
 DA0710                          STATION RECOVERY (2006)
 DA0710
 DA0710'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0710'RECOVERED AS DESCRIBED.
 DA0710
 DA0710                          STATION RECOVERY (2006)
 DA0710
 DA0710'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0710'RECOVERED AS DESCRIBED.
 DA0710
 DA0710                          STATION RECOVERY (2007)
 DA0710
 DA0710'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0708 ***********************************************************************
 DA0708  DESIGNATION -  CEDA RM 2
 DA0708  PID         -  DA0708
 DA0708  STATE/COUNTY-  AZ/MARICOPA
 DA0708  USGS QUAD   -  SMURR (1973)
 DA0708
 DA0708                         *CURRENT SURVEY CONTROL
 DA0708  ___________________________________________________________________
 DA0708* NAD 83(1986)-  32 56 03.     (N)    112 47 00.     (W)     SCALED    
 DA0708* NAVD 88     -       224.275  (meters)     735.81   (feet)  ADJUSTED  
 DA0708  ___________________________________________________________________
 DA0708  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0708  DYNAMIC HT  -         224.013 (meters)     734.95  (feet)  COMP
 DA0708  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 DA0708
 DA0708  VERT ORDER  -  FIRST     CLASS II
 DA0708
 DA0708.The horizontal coordinates were scaled from a topographic map and have
 DA0708.an estimated accuracy of +/- 6 seconds.
 DA0708
 DA0708.The orthometric height was determined by differential leveling
 DA0708.and adjusted in June 1991.
 DA0708
 DA0708.The geoid height was determined by GEOID03.
 DA0708
 DA0708.The dynamic height is computed by dividing the NAVD 88
 DA0708.geopotential number by the normal gravity value computed on the
 DA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0708.degrees latitude (g = 980.6199 gals.).
 DA0708
 DA0708.The modeled gravity was interpolated from observed gravity values.
 DA0708
 DA0708;                    North         East    Units  Estimated Accuracy
 DA0708;SPC AZ C     -   214,780.      132,310.      MT  (+/- 180 meters Scaled)
 DA0708
 DA0708                          SUPERSEDED SURVEY CONTROL
 DA0708
 DA0708  NGVD 29 (??/??/92)  223.714  (m)          733.97   (f) ADJ UNCH    1 2
 DA0708
 DA0708.Superseded values are not recommended for survey control.
 DA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0708.See file dsdata.txt to determine how the superseded data were derived.
 DA0708
 DA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB332454(NAD 83)
 DA0708_MARKER: DR = REFERENCE MARK DISK
 DA0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0708_STAMPING: CEDA NO 2 1960
 DA0708_MARK LOGO: CGS   
 DA0708_PROJECTION: PROJECTING 3 CENTIMETERS
 DA0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0708+STABILITY: SURFACE MOTION
 DA0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0708+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0708
 DA0708  HISTORY     - Date     Condition        Report By
 DA0708  HISTORY     - 1960     MONUMENTED       CGS
 DA0708  HISTORY     - 1980     GOOD             NGS
 DA0708  HISTORY     - 1980     GOOD             NGS
 DA0708  HISTORY     - 1980     GOOD             NGS
 DA0708  HISTORY     - 20060128 GOOD             USPSQD
 DA0708  HISTORY     - 20060128 GOOD             USPSQD
 DA0708
 DA0708                          STATION DESCRIPTION
 DA0708
 DA0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0708'4.0 MI W FROM GILA BEND.
 DA0708'4.0 MILES WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0708'85 AT GILA BEND, 51.21 FEET NORTH OF THE STATION MARK, 51 FEET SOUTH
 DA0708'OF THE CENTERLINE OF THE ABANDONED HIGHWAY, SET IN A SQUARE CONCRETE
 DA0708'POST PROJECTING 4 INCHES.
 DA0708
 DA0708                          STATION RECOVERY (1980)
 DA0708
 DA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0708'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0708'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0708'RAILROAD MILEPOLE 852, SET IN LINE WITH A ROW OF POWER LINE POLES,
 DA0708'15.7 METERS (51.5 FT) NORTHWEST OF THE TRIANGULATION STATION CEDA,
 DA0708'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 15.4 METERS
 DA0708'(50.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0708'HIGHWAY 80).
 DA0708'THE MARK IS 1.2 M ABOVE THE TRACKS.
 DA0708
 DA0708                          STATION RECOVERY (1980)
 DA0708
 DA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0708'6.4 KM (4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0708'MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST OF
 DA0708'RAILROAD MILEPOLE 852, SET IN LINE WITH A ROW OF POWER LINE POLES,
 DA0708'15.7 METERS (51.5 FT) NORTHWEST OF THE TRIANGULATION STATION CEDA,
 DA0708'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 15.4 METERS
 DA0708'(50.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0708'HIGHWAY 80).
 DA0708'THE MARK IS 1.2 M ABOVE THE TRACKS.
 DA0708
 DA0708                          STATION RECOVERY (1980)
 DA0708
 DA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0708'RECOVERED IN GOOD CONDITION.
 DA0708
 DA0708                          STATION RECOVERY (2006)
 DA0708
 DA0708'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0708'RECOVERED AS DESCRIBED.
 DA0708
 DA0708                          STATION RECOVERY (2006)
 DA0708
 DA0708'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0708'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1015 ***********************************************************************
 ES1015  DESIGNATION -  CEDAR
 ES1015  PID         -  ES1015
 ES1015  STATE/COUNTY-  AZ/YAVAPAI
 ES1015  USGS QUAD   -  CASNER BUTTE (1965)
 ES1015
 ES1015                         *CURRENT SURVEY CONTROL
 ES1015  ___________________________________________________________________
 ES1015* NAD 83(1992)-  34 37 40.07744(N)    111 44 46.19308(W)     ADJUSTED  
 ES1015* NAVD 88     -      1226.     (meters)    4022.     (feet)  SCALED    
 ES1015  ___________________________________________________________________
 ES1015  LAPLACE CORR-           8.48  (seconds)                    DEFLEC99
 ES1015  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 ES1015  HORZ ORDER  -  SECOND
 ES1015
 ES1015.The horizontal coordinates were established by classical geodetic methods
 ES1015.and adjusted by the National Geodetic Survey in August 1993.
 ES1015
 ES1015.The orthometric height was scaled from a topographic map.
 ES1015
 ES1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1015
 ES1015.The geoid height was determined by GEOID03.
 ES1015
 ES1015;                    North         East     Units Scale Factor Converg.
 ES1015;SPC AZ C     -   402,300.669   228,993.404   MT  0.99990301   +0 05 48.8
 ES1015;SPC AZ C     - 1,319,884.08    751,290.70   iFT  0.99990301   +0 05 48.8
 ES1015;UTM  12      - 3,832,021.770   431,603.667   MT  0.99965766   -0 25 26.5
 ES1015
 ES1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1015!SPC AZ C     -   0.99981160  x   0.99990301  =   0.99971463
 ES1015!UTM  12      -   0.99981160  x   0.99965766  =   0.99946932
 ES1015
 ES1015|---------------------------------------------------------------------|
 ES1015| PID    Reference Object                     Distance      Geod. Az  |
 ES1015|                                                           dddmmss.s |
 ES1015| CH2886 CEDAR RM 2                            7.484 METERS 20826     |
 ES1015| CH2885 CEDAR RM 1                            6.699 METERS 34103     |
 ES1015| ES1016 DRY                                 APPROX. 5.5 KM 3555340.3 |
 ES1015|---------------------------------------------------------------------|
 ES1015
 ES1015                          SUPERSEDED SURVEY CONTROL
 ES1015
 ES1015  NAD 83(1986)-  34 37 40.07215(N)    111 44 46.18964(W) AD(       ) 2
 ES1015  NAD 27      -  34 37 39.98240(N)    111 44 43.65200(W) AD(       ) 2
 ES1015
 ES1015.Superseded values are not recommended for survey control.
 ES1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1015.See file dsdata.txt to determine how the superseded data were derived.
 ES1015
 ES1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3160432022(NAD 83)
 ES1015_MARKER: DS = TRIANGULATION STATION DISK
 ES1015_SETTING: 80 = SET IN A BOULDER
 ES1015_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1015
 ES1015  HISTORY     - Date     Condition        Report By
 ES1015  HISTORY     - 1959     MONUMENTED       CGS
 ES1015
 ES1015                          STATION DESCRIPTION
 ES1015
 ES1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1015'THE STATION IS ABOUT 7.5 MILES NORTHEAST OF CAMP VERDE, 4 MILES
 ES1015'SOUTH SOUTHEAST OF BEAVER CREEK RANGER STATION, 4 MILES EAST
 ES1015'SOUTHEAST OF MC GUIREVILLE AND ARIZONA STATE HIGHWAY 79 ON THE
 ES1015'NORTHWEST END OF A FLAT TOPPED MESA.
 ES1015'
 ES1015'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAY 79
 ES1015'AND STATE ROUTE 17 AT MC GUIREVILLE, GO IN A NORTHERLY DIRECTION
 ES1015'ON STATE HIGHWAY 17 FOR 1.8 MILES TO A Y-FORK.  KEEP LEFT ON THE
 ES1015'MAIN ROAD FOR 2.3 MILES TO A FORK AT THE MONTEZUMA WELLS
 ES1015'MUSEUM, KEEP LEFT 0.7 MILE TO A Y-FORK AT A SIGN (RIMROCK
 ES1015'POST OFFICE-SODA SPRINGS RANCH).  TAKE THE RIGHT FORK AS PER
 ES1015'SIGN AND GO 0.4 MILE TO THE RIMROCK POST OFFICE ON THE RIGHT.
 ES1015'CONTINUE LEFT ON THE MAIN ROAD, NORTHEAST, 0.8 MILE TO A
 ES1015'FORK, KEEP RIGHT DOWN HILL FOR 1.1 MILES TO A T-ROAD.  TURN
 ES1015'RIGHT AND GO SOUTH FOR 1.4 MILES, TURN RIGHT OFF THE MAIN ROAD
 ES1015'ONTO A DIM TRACK ROAD FOR 0.2 MILE TO A FENCE CORNER.
 ES1015'TURN LEFT AND FOLLOW THE FENCE WEST FOR 0.5 MILE TO A
 ES1015'T-FENCE CORNER AND A GATE JUST BEYOND.  PASS THROUGH THE
 ES1015'GATE AND FOLLOW THE RIDGE WEST AND NORTH, ABOUT 1 MILE, TO THE
 ES1015'BASE OF A LOW, FLAT TOPPED MESA.  CONTINUE TO THE TOP
 ES1015'OF THE MESA AND TO THE NORTHWEST END AND THE STATION.
 ES1015'
 ES1015'THE STATION IS A STANDARD DISK, STAMPED CEDAR 1959, CEMENTED
 ES1015'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 7 INCHES AND
 ES1015'IS 9.2 FEET NORTH OF A WITNESS POST.
 ES1015'
 ES1015'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1959,
 ES1015'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES
 ES1015'AND IS 30.0 FEET NORTHWEST OF THE WITNESS POST.
 ES1015'
 ES1015'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1959,
 ES1015'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES
 ES1015'AND IS 22.4 FEET SOUTHWEST OF THE WITNESS POST.
 ES1015'
 ES1015'TRIANGULATION STATION DRY CAN BE USED FOR AND AZIMUTH MARK,
 ES1015'SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1120 ***********************************************************************
 ES1120  DESIGNATION -  CEDAR
 ES1120  PID         -  ES1120
 ES1120  STATE/COUNTY-  AZ/COCONINO
 ES1120  USGS QUAD   -  SUNSET PASS (1986)
 ES1120
 ES1120                         *CURRENT SURVEY CONTROL
 ES1120  ___________________________________________________________________
 ES1120* NAD 83(1992)-  34 47 02.86630(N)    110 59 48.57037(W)     ADJUSTED  
 ES1120* NAVD 88     -      1849.1    (meters)    6067.     (feet)  VERTCON   
 ES1120  ___________________________________________________________________
 ES1120  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 ES1120  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES1120  HORZ ORDER  -  SECOND
 ES1120
 ES1120.The horizontal coordinates were established by classical geodetic methods
 ES1120.and adjusted by the National Geodetic Survey in August 1993.
 ES1120
 ES1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1120
 ES1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1120
 ES1120.The geoid height was determined by GEOID03.
 ES1120
 ES1120;                    North         East     Units Scale Factor Converg.
 ES1120;SPC AZ C     -   420,013.770   297,543.438   MT  0.99998732   +0 31 29.2
 ES1120;SPC AZ C     - 1,377,997.93    976,192.38   iFT  0.99998732   +0 31 29.2
 ES1120;UTM  12      - 3,849,104.280   500,290.473   MT  0.99960000   +0 00 06.5
 ES1120
 ES1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1120!SPC AZ C     -   0.99971357  x   0.99998732  =   0.99970089
 ES1120!UTM  12      -   0.99971357  x   0.99960000  =   0.99931368
 ES1120
 ES1120:                Primary Azimuth Mark                     Grid Az
 ES1120:SPC AZ C     -  SUNSET                                   013 03 28.3
 ES1120:UTM  12      -  SUNSET                                   013 34 51.0
 ES1120
 ES1120|---------------------------------------------------------------------|
 ES1120| PID    Reference Object                     Distance      Geod. Az  |
 ES1120|                                                           dddmmss.s |
 ES1120| ES1121 SUNSET                              APPROX.13.7 KM 0133457.5 |
 ES1120| ES1119 HART                                APPROX. 7.2 KM 0392938.8 |
 ES1120| CD1761 CEDAR RM 1                           12.402 METERS 03938     |
 ES1120| CD1762 CEDAR RM 2                           12.202 METERS 21654     |
 ES1120|---------------------------------------------------------------------|
 ES1120
 ES1120                          SUPERSEDED SURVEY CONTROL
 ES1120
 ES1120  NAD 83(1986)-  34 47 02.85888(N)    110 59 48.57405(W) AD(       ) 2
 ES1120  NAD 83(1986)-  34 47 02.86225(N)    110 59 48.57385(W) AD(       ) 2
 ES1120  NAD 27      -  34 47 02.77779(N)    110 59 46.08336(W) AD(       ) 2
 ES1120  NGVD 29 (07/10/87) 1848.2    (m)         6064.     (f) VERT ANG    3  
 ES1120
 ES1120.Superseded values are not recommended for survey control.
 ES1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1120.See file dsdata.txt to determine how the superseded data were derived.
 ES1120
 ES1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0029049104(NAD 83)
 ES1120_MARKER: DS = TRIANGULATION STATION DISK
 ES1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1120+STABILITY: SURFACE MOTION
 ES1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1120+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 ES1120
 ES1120  HISTORY     - Date     Condition        Report By
 ES1120  HISTORY     - 1980     MONUMENTED       AZDT
 ES1120  HISTORY     - 1981     GOOD             AZDT
 ES1120  HISTORY     - 20040417 GOOD             NGS
 ES1120
 ES1120                          STATION DESCRIPTION
 ES1120
 ES1120'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES1120'THE STATION IS LOCATED 23.5 AIRLINE MILES SOUTHWEST OF WINSLOW AND
 ES1120'ALONG SR 87.
 ES1120'
 ES1120'THE STATION MARK IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE POST
 ES1120'SET FLUSH IN THE GROUND AND STAMPED---CEDAR 1980---4.3 FT WNW OF A
 ES1120'WITNESS POST AND SIGN.
 ES1120'
 ES1120'THE UNDERGROUND MARK IS A STANDARD ADOT DISK SET IN CONCRETE 34 IN.
 ES1120'BELOW THE STATION MARK AND STAMPED---CEDAR---.
 ES1120'
 ES1120'REFERENCE MARK NO 1 IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE
 ES1120'POST 94 FT EAST OF CENTERLINE OF SR 87.
 ES1120'
 ES1120'REFERENCE MARK NO 2 IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE
 ES1120'POST 94 FT EAST OF CENTERLINE OF SR 87.
 ES1120'
 ES1120'NO AZIMUTH WAS SET.  STATION HART MAY BE USED AS AZ MK.
 ES1120'
 ES1120'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR
 ES1120'23.95 MILES TO THE STATION ON THE LEFT.  THE STATION IS 93 FT EAST OF
 ES1120'CENTERLINE OF SR 87 AND 27 FT EAST OF OLD USFS STATION 10.  A DRIVE
 ES1120'STATION.
 ES1120
 ES1120                          STATION RECOVERY (1981)
 ES1120
 ES1120'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1120'THE STATION WAS RECOVERED AS DESCRIBED IN 1980.
 ES1120
 ES1120                          STATION RECOVERY (2004)
 ES1120
 ES1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ES1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0484 ***********************************************************************
 GP0484  DESIGNATION -  CEDAR
 GP0484  PID         -  GP0484
 GP0484  STATE/COUNTY-  AZ/COCONINO
 GP0484  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0484
 GP0484                         *CURRENT SURVEY CONTROL
 GP0484  ___________________________________________________________________
 GP0484* NAD 83(1992)-  36 23 33.83936(N)    111 31 28.69789(W)     ADJUSTED  
 GP0484* NAVD 88     -      1807.1    (meters)    5929.     (feet)  VERTCON   
 GP0484  ___________________________________________________________________
 GP0484  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GP0484  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GP0484  HORZ ORDER  -  SECOND
 GP0484
 GP0484.The horizontal coordinates were established by classical geodetic methods
 GP0484.and adjusted by the National Geodetic Survey in August 1993.
 GP0484
 GP0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0484
 GP0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0484
 GP0484.The geoid height was determined by GEOID03.
 GP0484
 GP0484;                    North         East     Units Scale Factor Converg.
 GP0484;SPC AZ C     -   598,158.625   248,527.200   MT  0.99991523   +0 13 57.4
 GP0484;SPC AZ C     - 1,962,462.68    815,377.95   iFT  0.99991523   +0 13 57.4
 GP0484;UTM  12      - 4,027,637.538   452,950.958   MT  0.99962727   -0 18 40.6
 GP0484
 GP0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0484!SPC AZ C     -   0.99972005  x   0.99991523  =   0.99963530
 GP0484!UTM  12      -   0.99972005  x   0.99962727  =   0.99934742
 GP0484
 GP0484|---------------------------------------------------------------------|
 GP0484| PID    Reference Object                     Distance      Geod. Az  |
 GP0484|                                                           dddmmss.s |
 GP0484| CR7959 CEDAR RM 1                           12.216 METERS 15755     |
 GP0484| GP0489 FIELD                               APPROX. 6.0 KM 3334400.5 |
 GP0484| CR7960 CEDAR RM 2                           12.212 METERS 33809     |
 GP0484|---------------------------------------------------------------------|
 GP0484
 GP0484                          SUPERSEDED SURVEY CONTROL
 GP0484
 GP0484  NAD 83(1986)-  36 23 33.83863(N)    111 31 28.69439(W) AD(       ) 2
 GP0484  NGVD 29 (07/12/88) 1806.1    (m)         5926.     (f) VERT ANG    3  
 GP0484
 GP0484.Superseded values are not recommended for survey control.
 GP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0484.See file dsdata.txt to determine how the superseded data were derived.
 GP0484
 GP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5295127638(NAD 83)
 GP0484_MARKER: DS = TRIANGULATION STATION DISK
 GP0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0484+STABILITY: SURFACE MOTION
 GP0484
 GP0484  HISTORY     - Date     Condition        Report By
 GP0484  HISTORY     - 1983     MONUMENTED       AZDT
 GP0484  HISTORY     - 19931203 GOOD             USPSQD
 GP0484
 GP0484                          STATION DESCRIPTION
 GP0484
 GP0484'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0484'THE STATION IS LOCATED 36 MILES SOUTHWEST OF PAGE AND ALONG U.S.
 GP0484'HIGHWAY 89 ACROSS THE HIGHWAY FROM THE CEDAR RIDGE TRADING POST.
 GP0484'
 GP0484'THE STATION MARK IS AN AZDT DISK STAMPED---CEDAR RIDGE 1983---.  IT IS
 GP0484'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHEAST OF THE
 GP0484'CENTER LINE OF THE HIGHWAY AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 GP0484'
 GP0484'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CEDAR RM 1 1983---.  IT IS
 GP0484'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0484'
 GP0484'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CEDAR RM 2 1983---.  IT IS
 GP0484'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0484'
 GP0484'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0484'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL 1.2
 GP0484'MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT ALONG
 GP0484'U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF U.S. 89 AND 89 ALT.  TURN
 GP0484'LEFT AND CONTINUE SOUTH ALONG U.S. 89 FOR 18.8 MILES TO THE CEDAR
 GP0484'RIDGE TRADING POST AND THE STATION ON THE LEFT.
 GP0484
 GP0484                          STATION RECOVERY (1993)
 GP0484
 GP0484'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0835 ***********************************************************************
 FR0835  DESIGNATION -  CEDAR
 FR0835  PID         -  FR0835
 FR0835  STATE/COUNTY-  AZ/COCONINO
 FR0835  USGS QUAD   -  SQUAW MOUNTAIN (1989)
 FR0835
 FR0835                         *CURRENT SURVEY CONTROL
 FR0835  ___________________________________________________________________
 FR0835* NAD 83(1992)-  35 23 35.86275(N)    112 07 02.14971(W)     ADJUSTED  
 FR0835* NAVD 88     -      2355.5    (meters)    7728.     (feet)  VERTCON   
 FR0835  ___________________________________________________________________
 FR0835  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 FR0835  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FR0835  HORZ ORDER  -  THIRD
 FR0835
 FR0835.The horizontal coordinates were established by classical geodetic methods
 FR0835.and adjusted by the National Geodetic Survey in August 1993.
 FR0835
 FR0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0835
 FR0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0835
 FR0835.The geoid height was determined by GEOID03.
 FR0835
 FR0835;                    North         East     Units Scale Factor Converg.
 FR0835;SPC AZ C     -   487,222.143   195,137.716   MT  0.99990409   -0 06 58.3
 FR0835;SPC AZ C     - 1,598,497.84    640,215.60   iFT  0.99990409   -0 06 58.3
 FR0835;UTM  12      - 3,917,232.440   398,535.917   MT  0.99972687   -0 38 49.8
 FR0835
 FR0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0835!SPC AZ C     -   0.99963410  x   0.99990409  =   0.99953822
 FR0835!UTM  12      -   0.99963410  x   0.99972687  =   0.99936107
 FR0835
 FR0835                          SUPERSEDED SURVEY CONTROL
 FR0835
 FR0835  NAD 83(1986)-  35 23 35.86138(N)    112 07 02.14573(W) AD(       ) 3
 FR0835  NGVD 29 (05/08/89) 2354.5    (m)         7725.     (f) VERT ANG    3  
 FR0835
 FR0835.Superseded values are not recommended for survey control.
 FR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0835.See file dsdata.txt to determine how the superseded data were derived.
 FR0835
 FR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9853617232(NAD 83)
 FR0835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FR0835_SETTING: 80 = SET IN A BOULDER
 FR0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0835+STABILITY: SURFACE MOTION
 FR0835
 FR0835  HISTORY     - Date     Condition        Report By
 FR0835  HISTORY     - UNK      MONUMENTED       USGS
 FR0835  HISTORY     - 1965     GOOD             USGS
 FR0835
 FR0835                          STATION DESCRIPTION
 FR0835
 FR0835'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FR0835'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0244 ***********************************************************************
 GQ0244  DESIGNATION -  CEDAR
 GQ0244  PID         -  GQ0244
 GQ0244  STATE/COUNTY-  AZ/COCONINO
 GQ0244  USGS QUAD   -  HITSON TANK (1988)
 GQ0244
 GQ0244                         *CURRENT SURVEY CONTROL
 GQ0244  ___________________________________________________________________
 GQ0244* NAD 83(1992)-  36 23 40.18587(N)    112 50 31.42676(W)     ADJUSTED  
 GQ0244* NAVD 88     -      1789.41   (+/-2cm)    5870.8    (feet)  VERTCON   
 GQ0244  ___________________________________________________________________
 GQ0244  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GQ0244  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GQ0244  HORZ ORDER  -  THIRD
 GQ0244  VERT ORDER  -  THIRD ? (See Below)
 GQ0244
 GQ0244.The horizontal coordinates were established by classical geodetic methods
 GQ0244.and adjusted by the National Geodetic Survey in August 1993.
 GQ0244
 GQ0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0244.The vertical order pertains to the NGVD 29 superseded value.
 GQ0244
 GQ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0244
 GQ0244.The geoid height was determined by GEOID03.
 GQ0244
 GQ0244;                    North         East     Units Scale Factor Converg.
 GQ0244;SPC AZ C     -   598,680.629   130,347.614   MT  0.99998488   -0 32 56.8
 GQ0244;SPC AZ C     - 1,964,175.29    427,649.65   iFT  0.99998488   -0 32 56.8
 GQ0244;SPC AZ W     -   598,685.718   294,808.880   MT  1.00001504   +0 32 19.5
 GQ0244;SPC AZ W     - 1,964,191.99    967,220.73   iFT  1.00001504   +0 32 19.5
 GQ0244;UTM  12      - 4,029,281.253   334,801.543   MT  0.99993625   -1 05 35.6
 GQ0244
 GQ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0244!SPC AZ C     -   0.99972290  x   0.99998488  =   0.99970778
 GQ0244!SPC AZ W     -   0.99972290  x   1.00001504  =   0.99973793
 GQ0244!UTM  12      -   0.99972290  x   0.99993625  =   0.99965917
 GQ0244
 GQ0244:                Primary Azimuth Mark                     Grid Az
 GQ0244:SPC AZ C     -  RIM                                      190 33 24.4
 GQ0244:SPC AZ W     -  RIM                                      189 28 08.1
 GQ0244:UTM  12      -  RIM                                      191 06 03.2
 GQ0244
 GQ0244|---------------------------------------------------------------------|
 GQ0244| PID    Reference Object                     Distance      Geod. Az  |
 GQ0244|                                                           dddmmss.s |
 GQ0244| GQ0318 RIM                                 APPROX. 5.6 KM 1900027.6 |
 GQ0244|---------------------------------------------------------------------|
 GQ0244
 GQ0244                          SUPERSEDED SURVEY CONTROL
 GQ0244
 GQ0244  NAD 83(1986)-  36 23 40.17901(N)    112 50 31.42254(W) AD(       ) 3
 GQ0244  NGVD 29 (05/08/89) 1788.49   (m)         5867.7    (f) LEVELING    3  
 GQ0244
 GQ0244.Superseded values are not recommended for survey control.
 GQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0244.See file dsdata.txt to determine how the superseded data were derived.
 GQ0244
 GQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3480229281(NAD 83)
 GQ0244_MARKER: DS = TRIANGULATION STATION DISK
 GQ0244_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0244_SP_SET: SET IN ROCK OUTCROP
 GQ0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0244+STABILITY: POSITION/ELEVATION WELL
 GQ0244
 GQ0244  HISTORY     - Date     Condition        Report By
 GQ0244  HISTORY     - 1933     MONUMENTED       USGS
 GQ0244  HISTORY     - 1956     GOOD             USGS
 GQ0244
 GQ0244                          STATION DESCRIPTION
 GQ0244
 GQ0244'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0244'LOCATED ABOUT 6 MI N. OF MAIN RIM OF GRAND CANYON E. OF TUCKUP
 GQ0244'(OR TUCKET) CANYON, 3 MI SE. OF EARTH TANK IN HEAD OF TUCKUP
 GQ0244'CANYON, ABOUT 0.5 MI E. OF RD. LEADING FROM THIS TANK S. TO RIM.
 GQ0244'ON PROMINENT, PARTLY OPEN RIDGE NEAR SOUTHERN END OF KANAB
 GQ0244'PLATEAU, NEAR EAST EDGE OF BELT OF THICK JUNIPER AND PINON TIMBER
 GQ0244'BORDERING ON SLOPES OF TUCKUP CANYON.
 GQ0244'
 GQ0244'TO REACH FROM TANK IN HEAD OF TUCKUP CANYON, FOLLOW RD. 2.1 MI S.
 GQ0244'TO TOP OF RIDGE.  GO 0.8 MI SE. FOLLOWING RIDGE THROUGH HEAVY
 GQ0244'TIMBER TO OPEN COUNTRY.
 GQ0244'
 GQ0244'STATION MARK--STANDARD TABLET STAMPED---CEDAR 1933---, CEMENTED IN
 GQ0244'SOLID ROCK OUTCROP.
 GQ0244'
 GQ0244'RM 1--COPPER NAIL AND WASHER IN SAWED KNOT ON SIGNAL TREE.
 GQ0244'
 GQ0244'RM 2--COPPER NAIL AND WASHER IN FLAT BLAZE ON SIDE OF 8-INCH
 GQ0244'JUNIPER STUMP.
 GQ0244
 GQ0244                          STATION RECOVERY (1956)
 GQ0244
 GQ0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1915 ***********************************************************************
 AI1915  DESIGNATION -  CELE
 AI1915  PID         -  AI1915
 AI1915  STATE/COUNTY-  AZ/MARICOPA
 AI1915  USGS QUAD   -  TEMPE (1982)
 AI1915
 AI1915                         *CURRENT SURVEY CONTROL
 AI1915  ___________________________________________________________________
 AI1915* NAD 83(2007)-  33 22 41.52811(N)    111 58 26.68106(W)     ADJUSTED  
 AI1915* NAVD 88     -       370.4    (meters)    1215.     (feet)  GPS OBS   
 AI1915  ___________________________________________________________________
 AI1915  EPOCH DATE  -        2007.00
 AI1915  X           -  -1,995,089.930 (meters)                     COMP
 AI1915  Y           -  -4,944,460.221 (meters)                     COMP
 AI1915  Z           -   3,489,248.912 (meters)                     COMP
 AI1915  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AI1915  ELLIP HEIGHT-         340.615 (meters)          (02/10/07) ADJUSTED
 AI1915  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AI1915
 AI1915  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1915  Type    PID    Designation                      North   East  Ellip
 AI1915  -------------------------------------------------------------------
 AI1915  NETWORK AI1915 CELE                              0.57   0.47   1.71
 AI1915  -------------------------------------------------------------------
 AI1915
 AI1915.The horizontal coordinates were established by GPS observations
 AI1915.and adjusted by the National Geodetic Survey in February 2007.
 AI1915
 AI1915.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1915.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1915.The horizontal coordinates are valid at the epoch date displayed above.
 AI1915.The epoch date for horizontal control is a decimal equivalence
 AI1915.of Year/Month/Day.
 AI1915
 AI1915.The orthometric height was determined by GPS observations and a
 AI1915.high-resolution geoid model.
 AI1915
 AI1915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1915
 AI1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1915
 AI1915.The ellipsoidal height was determined by GPS observations
 AI1915.and is referenced to NAD 83.
 AI1915
 AI1915.The geoid height was determined by GEOID03.
 AI1915
 AI1915;                    North         East     Units Scale Factor Converg.
 AI1915;SPC AZ C     -   263,694.411   208,018.261   MT  0.99990035   -0 01 53.7
 AI1915;SPC AZ C     -   865,139.14    682,474.61   iFT  0.99990035   -0 01 53.7
 AI1915;UTM  12      - 3,693,639.510   409,394.152   MT  0.99970121   -0 32 09.4
 AI1915
 AI1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1915!SPC AZ C     -   0.99994653  x   0.99990035  =   0.99984688
 AI1915!UTM  12      -   0.99994653  x   0.99970121  =   0.99964775
 AI1915
 AI1915                          SUPERSEDED SURVEY CONTROL
 AI1915
 AI1915  NAD 83(1992)-  33 22 41.52734(N)    111 58 26.68022(W) AD(       ) A
 AI1915  ELLIP H (09/30/99)  340.646  (m)                       GP(       ) 3 1
 AI1915
 AI1915.Superseded values are not recommended for survey control.
 AI1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1915.See file dsdata.txt to determine how the superseded data were derived.
 AI1915
 AI1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0939493640(NAD 83)
 AI1915_MARKER: DD = SURVEY DISK
 AI1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1915_MARK LOGO: AZ0490
 AI1915_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1915+STABILITY: SURFACE MOTION
 AI1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1915+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 AI1915
 AI1915  HISTORY     - Date     Condition        Report By
 AI1915  HISTORY     - UNK      MONUMENTED       AZ0490
 AI1915  HISTORY     - 19990204 GOOD             AZ0420
 AI1915  HISTORY     - 20061206 GOOD             GEOCAC
 AI1915
 AI1915                          STATION DESCRIPTION
 AI1915
 AI1915'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1915'THE STATION IS LOCATED IN THE WEST PART OF TEMPE, ABOUT 0.75 MI (1.21
 AI1915'KM) SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE
 AI1915'HIGHWAY 60 (SUPERSTITION FREEWAY), AT THE CENTERLINE INTERSECTION OF
 AI1915'BASELINE ROAD AND S. CALLE LOS CERROS. OWNERSHIP--CITY OF TEMPE.  TO
 AI1915'REACH THE STATION FROM THE INTERSECTION OF MILL AVENUE AND 5TH STREET
 AI1915'IN TEMPE, GO SOUTH FOR 3.2 MI (5.1 KM) ON MILL AVENUE TO BASELINE
 AI1915'ROAD.  TURN RIGHT AND GO WEST FOR 2.0 MI (3.2 KM) ON BASELINE ROAD TO
 AI1915'THE JUNCTION OF CALLE LOS CERROS AND THE STATION.  THE STATION IS
 AI1915'RECESSED 14 CM BELOW GROUND.  LOCATED 164.46 FT (50.13 M) WEST FROM
 AI1915'THE MEDIAN CURB, 101.86 FT (31.05 M) NORTHWEST FROM A POWER BOX, 86.23
 AI1915'FT (26.28 M) SOUTHEAST FROM THE NORTHWEST CORNER OF CURB, 84.63 FT
 AI1915'(25.80 M) SOUTHWEST FROM A FIRE HYDRANT AND 41.36 FT (12.61 M) NORTH
 AI1915'FROM THE SOUTH CURB OF BASELINE ROAD. ACCESS TO THE STATION IS THROUGH
 AI1915'A HAND HOLE.
 AI1915
 AI1915                          STATION RECOVERY (2006)
 AI1915
 AI1915'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AI1915'RECOVERED AS DESCRIBED, IN THE MIDDLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1901 ***********************************************************************
 DV1901  DESIGNATION -  CENTENNIAL
 DV1901  PID         -  DV1901
 DV1901  STATE/COUNTY-  AZ/LA PAZ
 DV1901  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1901
 DV1901                         *CURRENT SURVEY CONTROL
 DV1901  ___________________________________________________________________
 DV1901* NAD 83(1992)-  33 32 07.85914(N)    113 23 35.07921(W)     ADJUSTED  
 DV1901* NAVD 88     -       475.8    (meters)    1561.     (feet)  VERTCON   
 DV1901  ___________________________________________________________________
 DV1901  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DV1901  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV1901  HORZ ORDER  -  SECOND
 DV1901
 DV1901.The horizontal coordinates were established by classical geodetic methods
 DV1901.and adjusted by the National Geodetic Survey in August 1993.
 DV1901
 DV1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1901
 DV1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1901
 DV1901.The geoid height was determined by GEOID03.
 DV1901
 DV1901;                    North         East     Units Scale Factor Converg.
 DV1901;SPC AZ W     -   281,205.736   246,510.465   MT  0.99994688   +0 11 49.9
 DV1901;SPC AZ W     -   922,591.00    808,761.37   iFT  0.99994688   +0 11 49.9
 DV1901;SPC AZ C     -   282,115.511    76,231.949   MT  1.00013176   -0 48 56.8
 DV1901;SPC AZ C     -   925,575.82    250,104.82   iFT  1.00013176   -0 48 56.8
 DV1901;UTM  12      - 3,713,221.557   277,783.541   MT  1.00020882   -1 19 21.4
 DV1901
 DV1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1901!SPC AZ W     -   0.99993021  x   0.99994688  =   0.99987709
 DV1901!SPC AZ C     -   0.99993021  x   1.00013176  =   1.00006196
 DV1901!UTM  12      -   0.99993021  x   1.00020882  =   1.00013902
 DV1901
 DV1901:                Primary Azimuth Mark                     Grid Az
 DV1901:SPC AZ W     -  T2N R8W SECS 17 18 1/4 COR               017 12 51.9
 DV1901:SPC AZ C     -  T2N R8W SECS 17 18 1/4 COR               018 13 38.6
 DV1901:UTM  12      -  T2N R8W SECS 17 18 1/4 COR               018 44 03.2
 DV1901
 DV1901|---------------------------------------------------------------------|
 DV1901| PID    Reference Object                     Distance      Geod. Az  |
 DV1901|                                                           dddmmss.s |
 DV1901| CH2340 T2N R8W SECS 17 18 1/4 COR                         0172441.8 |
 DV1901| CH2890 CENTENNIAL RM 2                       8.332 METERS 28237     |
 DV1901| CH2889 CENTENNIAL RM 1                       4.794 METERS 35742     |
 DV1901|---------------------------------------------------------------------|
 DV1901
 DV1901                          SUPERSEDED SURVEY CONTROL
 DV1901
 DV1901  NAD 83(1986)-  33 32 07.85141(N)    113 23 35.08741(W) AD(       ) 2
 DV1901  NAD 27      -  33 32 07.72200(N)    113 23 32.37700(W) AD(       ) 2
 DV1901  NGVD 29 (07/19/86)  475.1    (m)         1559.     (f) VERT ANG    3  
 DV1901
 DV1901.Superseded values are not recommended for survey control.
 DV1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1901.See file dsdata.txt to determine how the superseded data were derived.
 DV1901
 DV1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7778413222(NAD 83)
 DV1901_MARKER: DS = TRIANGULATION STATION DISK
 DV1901_SETTING: 66 = SET IN ROCK OUTCROP
 DV1901
 DV1901  HISTORY     - Date     Condition        Report By
 DV1901  HISTORY     - 1948     MONUMENTED       CGS
 DV1901  HISTORY     - 1950     GOOD             CGS
 DV1901
 DV1901                          STATION DESCRIPTION
 DV1901
 DV1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1901'STATION IS LOCATED APPROXIMATELY 22 MILES AIRLINE SOUTHEAST
 DV1901'OF SALOME, ON HIGHEST POINT OF A LOW, LONG PROMINENT, ROCKY
 DV1901'RIDGE, 8 FEET WEST OF CAIRN, PROJECTS 3 INCHES, AND STAMPED,
 DV1901'CENTENNIAL 1948.
 DV1901'
 DV1901'REFERENCE MARK NO. 1 IS ON NORTH SLOPE OF RIDGE, APPROXIMATELY
 DV1901'5 FEET LOWER THAN STATION, PROJECTS 2 FEET, AND STAMPED,
 DV1901'CENTENNIAL NO 1 1948.
 DV1901'
 DV1901'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 DV1901'PROJECTS 1 FOOT, AND STAMPED, CENTENNIAL NO 2 1948.
 DV1901'
 DV1901'AZIMUTH MARK IS A GENERAL LAND OFFICE SURVEY DISK FASTENED
 DV1901'TO TOP OF A 2 INCH IRON PIPE, WHICH PROJECTS 6 INCHES,
 DV1901'LOCATED IN CENTER OF CROSSROADS, AND STAMPED, T3N R11W S33
 DV1901'S34 S4 S3 T2N 1914.
 DV1901'
 DV1901'TO REACH FROM SHELL SERVICE STATION IN THE EASTERN EDGE OF SALOME,
 DV1901'GO SOUTHEAST ON GRADED ROAD (ROAD FROM SALOME TO HASSAYAMPA)
 DV1901'FOR 13.7 MILES TO CATTLE GUARD.  CONTINUE FOR 0.2 MILE TO SIDE
 DV1901'ROAD RIGHT.  TURN RIGHT AND GO 4.0 MILES TO FORK.  TAKE LEFT FORK
 DV1901'AND GO 0.7 MILE TO LONE MOUNTAIN WELL AND CATTLE CORRAL.
 DV1901'CONTINUE FOR 0.1 MILE TO FORK.  KEEP LEFT FORK AND GO 1.4
 DV1901'MILE TO FORK AND OLD BUILDINGS.  TAKE RIGHT-FORK AND GO 2.1
 DV1901'MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO
 DV1901'CROSSROAD AND AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 DV1901'STRAIGHT AHEAD FOR 0.5 MILE TO FORK.  TAKE LEFT-FORK AND
 DV1901'GO 0.7 MILE TO FORK.  TAKE RIGHT-FORK FOR 0.3 MILE TO BASE
 DV1901'OF RIDGE AND END OF TRUCK TRAVEL.  PACK UP TO HIGHEST POINT OF
 DV1901'RIDGE AND STATION AS DESCRIBED ABOVE.  A TEN MINUTE PACK.
 DV1901
 DV1901                          STATION RECOVERY (1950)
 DV1901
 DV1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1901'THE 1948 DESCRIPTION OF THE STATION IS ADEQUATE.  STATION AND
 DV1901'REFERENCE MARK RECOVERED, IN GOOD CONDITION.  NO ATTEMPT WAS
 DV1901'MADE FOR RECOVERY OF THE AZIMUTH MARK, A MONUMENT OF THE U.S.
 DV1901'GENERAL LAND OFFICE.
 DV1901'
 DV1901'STATION REACHED FROM TONOPAH POST OFFICE BY GOING WEST FOR
 DV1901'8 MILES TO JUNCTION OF ROAD WITH THE HASSAYAMPA-SALOME ROAD,
 DV1901'THENCE CONTINUING IT FOR 8.6 MILES NORTHWESTERLY TO WHERE
 DV1901'AN OLD SECTION LINE ROAD LEADS DUE WEST.  CONTINUE THE SECTION
 DV1901'LINE ROAD WEST FOR 9.7 MILES WHEN ROAD ANGLES NORTHWESTWARD
 DV1901'FOR 0.8 MILES TO RANCH BUILDINGS, CONTINUE WEST BY PASSING
 DV1901'TO NORTH SIDE OF RANCH YARD FOR 0.9 MILE TO A Y-INTERSECTION,
 DV1901'TAKE LEFT FORK SOUTH FOR 0.5 MILE, WHEN TURN RIGHT, WEST, FOR
 DV1901'0.7 MILE AND ROAD SWINGS RIGHT FOR 0.4 MILE TO AN
 DV1901'INTERSECTION, TURN LEFT, SOUTH, AND CONTINUE 1.2 MILE TO A
 DV1901'Y-INTERSECTION AND KEEP LEFT FORK FOR 0.8 MILE TO WEST SIDE OF
 DV1901'A LOW ROCKY RIDGE WITH THE STATION ON ITS HIGHEST POINT.  A
 DV1901'TEN MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0932 ***********************************************************************
 EU0932  DESIGNATION -  CENTER
 EU0932  PID         -  EU0932
 EU0932  STATE/COUNTY-  AZ/MOHAVE
 EU0932  USGS QUAD   -  TOPOCK (1970)
 EU0932
 EU0932                         *CURRENT SURVEY CONTROL
 EU0932  ___________________________________________________________________
 EU0932* NAD 83(1992)-  34 42 59.92742(N)    114 29 15.41202(W)     ADJUSTED  
 EU0932* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 EU0932  ___________________________________________________________________
 EU0932  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EU0932  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0932  HORZ ORDER  -  THIRD
 EU0932
 EU0932.The horizontal coordinates were established by classical geodetic methods
 EU0932.and adjusted by the National Geodetic Survey in August 1993.
 EU0932
 EU0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0932
 EU0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0932
 EU0932.The geoid height was determined by GEOID03.
 EU0932
 EU0932;                    North         East     Units Scale Factor Converg.
 EU0932;SPC AZ W     -   412,404.123   145,797.074   MT  0.99998958   -0 25 12.4
 EU0932;SPC AZ W     - 1,353,031.90    478,336.86   iFT  0.99998958   -0 25 12.4
 EU0932;SPC CA 5     -   640,576.486 2,321,650.175   MT  0.99992231   +2 00 07.6
 EU0932;SPC CA 5     - 2,101,624.69  7,616,947.28   sFT  0.99992231   +2 00 07.6
 EU0932;UTM  11      - 3,844,494.876   730,072.954   MT  1.00025247   +1 25 53.3
 EU0932
 EU0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0932!SPC AZ W     -   0.99998090  x   0.99998958  =   0.99997048
 EU0932!SPC CA 5     -   0.99998090  x   0.99992231  =   0.99990321
 EU0932!UTM  11      -   0.99998090  x   1.00025247  =   1.00023337
 EU0932
 EU0932|---------------------------------------------------------------------|
 EU0932| PID    Reference Object                     Distance      Geod. Az  |
 EU0932|                                                           dddmmss.s |
 EU0932| EU0765 SANTA FE                            234.972 METERS 04350     |
 EU0932| EU0929 ELPASO=BOUNDARY PT 5 AZ CA          311.904 METERS 12056     |
 EU0932| EU0763 REFUGE                              APPROX. 0.9 KM 3254123.8 |
 EU0932|---------------------------------------------------------------------|
 EU0932
 EU0932                          SUPERSEDED SURVEY CONTROL
 EU0932
 EU0932  NAD 83(1986)-  34 42 59.93338(N)    114 29 15.41990(W) AD(       ) 3
 EU0932  NAD 27      -  34 42 59.90470(N)    114 29 12.55848(W) AD(       ) 3
 EU0932  NGVD 29 (07/19/86)  151.6    (m)          497.     (f) VERT ANG    3  
 EU0932
 EU0932.Superseded values are not recommended for survey control.
 EU0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0932.See file dsdata.txt to determine how the superseded data were derived.
 EU0932
 EU0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3007344495(NAD 83)
 EU0932_MARKER: DS = TRIANGULATION STATION DISK
 EU0932_SETTING: 0 = UNSPECIFIED SETTING
 EU0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0932
 EU0932  HISTORY     - Date     Condition        Report By
 EU0932  HISTORY     - 1964     MONUMENTED       CGS
 EU0932
 EU0932                          STATION DESCRIPTION
 EU0932
 EU0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0932'THE STATION IS LOCATED 1/4 MILE WEST-SOUTHWEST OF TOPOCK, ARIZONA,
 EU0932'11 MILES SOUTHEAST OF NEEDLES, CALIFORNIA, AND 23-1/2 MILES
 EU0932'SOUTH OF OATMAN, ARIZONA.  IT IS ON THE NORTHEAST CORNER OF THE
 EU0932'CONCRETE CENTER SUPPORT OF THE U.S. HIGHWAY 66 BRIDGE OVER THE
 EU0932'COLORADO RIVER, AND NEAR THE ARIZONA-CALIFORNIA STATE LINE.
 EU0932'
 EU0932'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, GO SOUTHWEST
 EU0932'ON U.S. HIGHWAY 66 FOR 0.2 MILE TO THE STATE LINE MARKER SIGN
 EU0932'ON THE BRIDGE.  CLIMB OVER BRIDGE RAIL ON THE RIGHT AND DOWN
 EU0932'THE STEELWORK ABOUT 10 FEET TO THE STATION ON THE CENTER PIER.
 EU0932'
 EU0932'THE STATION MARK IS A STANDARD DISK STAMPED CENTER 1964 CEMENTED
 EU0932'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE PIER.
 EU0932'IT IS 10.7 FEET BELOW THE SURFACE OF U.S. HIGHWAY 6, 2.35 FEET
 EU0932'WEST OF THE EAST EDGE OF THE PIER, AND 1.2 FEET SOUTH OF THE
 EU0932'NORTH EDGE OF THE PIER.
 EU0932'
 EU0932'NO REFERENCE MARKS WERE SET.  THERE IS NO ROOM FOR AN INSTRUMENT
 EU0932'TRIPOD AND OBSERVATIONS WERE MADE FROM A PRONE POSITION ON THE
 EU0932'CONCRETE.
 EU0932'
 EU0932'BDRY. PT. NO. 4 CALIF-ARIZ IS ON THE SAME CONCRETE PIER UNDER THE
 EU0932'CENTER OF THE ROADWAY OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0353 ***********************************************************************
 GQ0353  DESIGNATION -  CENTER
 GQ0353  PID         -  GQ0353
 GQ0353  STATE/COUNTY-  AZ/MOHAVE
 GQ0353  USGS QUAD   -  HAT KNOLL (1971)
 GQ0353
 GQ0353                         *CURRENT SURVEY CONTROL
 GQ0353  ___________________________________________________________________
 GQ0353* NAD 83(1992)-  36 35 27.60975(N)    113 03 47.75144(W)     ADJUSTED  
 GQ0353* NAVD 88     -      1810.8    (meters)    5941.     (feet)  VERTCON   
 GQ0353  ___________________________________________________________________
 GQ0353  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GQ0353  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 GQ0353  HORZ ORDER  -  SECOND
 GQ0353
 GQ0353.The horizontal coordinates were established by classical geodetic methods
 GQ0353.and adjusted by the National Geodetic Survey in August 1993.
 GQ0353
 GQ0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0353
 GQ0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0353
 GQ0353.The geoid height was determined by GEOID03.
 GQ0353
 GQ0353;                    North         East     Units Scale Factor Converg.
 GQ0353;SPC AZ W     -   620,326.845   274,809.667   MT  0.99997984   +0 24 33.8
 GQ0353;SPC AZ W     - 2,035,193.06    901,606.52   iFT  0.99997984   +0 24 33.8
 GQ0353;UTM  12      - 4,051,484.032   315,428.629   MT  1.00001972   -1 13 48.9
 GQ0353
 GQ0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0353!SPC AZ W     -   0.99971951  x   0.99997984  =   0.99969936
 GQ0353!UTM  12      -   0.99971951  x   1.00001972  =   0.99973922
 GQ0353
 GQ0353:                Primary Azimuth Mark                     Grid Az
 GQ0353:SPC AZ W     -  MONUMENT ON LOW BUTTE                    070 04 36.9
 GQ0353:UTM  12      -  MONUMENT ON LOW BUTTE                    071 42 59.6
 GQ0353
 GQ0353|---------------------------------------------------------------------|
 GQ0353| PID    Reference Object                     Distance      Geod. Az  |
 GQ0353|                                                           dddmmss.s |
 GQ0353| GQ0340 MONUMENT ON LOW BUTTE               APPROX. 7.1 KM 0702910.7 |
 GQ0353| CH2892 CENTER RM 1                          17.394 METERS 17535     |
 GQ0353| CH2891 CENTER AZ MK                                       2395959.0 |
 GQ0353| CH2893 CENTER RM 2                          14.256 METERS 29101     |
 GQ0353|---------------------------------------------------------------------|
 GQ0353
 GQ0353                          SUPERSEDED SURVEY CONTROL
 GQ0353
 GQ0353  NAD 83(1986)-  36 35 27.60534(N)    113 03 47.74914(W) AD(       ) 2
 GQ0353  NAD 27      -  36 35 27.66500(N)    113 03 44.97400(W) AD(       ) 2
 GQ0353  NGVD 29 (07/19/86) 1809.9    (m)         5938.     (f) VERT ANG    3  
 GQ0353
 GQ0353.Superseded values are not recommended for survey control.
 GQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0353.See file dsdata.txt to determine how the superseded data were derived.
 GQ0353
 GQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1542951484(NAD 83)
 GQ0353_MARKER: DS = TRIANGULATION STATION DISK
 GQ0353_SETTING: 80 = SET IN A BOULDER
 GQ0353_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0353
 GQ0353  HISTORY     - Date     Condition        Report By
 GQ0353  HISTORY     - 1953     MONUMENTED       CGS
 GQ0353
 GQ0353                          STATION DESCRIPTION
 GQ0353
 GQ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0353'THE STATION IS ABOUT 38 MILES SOUTHWEST OF FREDONIA, 28
 GQ0353'MILES SOUTH OF SHORT CREEK AND 1 MILE NORTHEAST OF THE JUNCTION
 GQ0353'OF TWO ROADS.  IT IS ON THE SUMMIT OF A PROMINENT CINDER AND
 GQ0353'LAVA BUTTE THAT LIES NEAR THE HEAD OF THE MIDDLE FORKS OF
 GQ0353'LYDEL WASH AND OVERLOOKS THE BROAD VALLEY TO THE NORTH.
 GQ0353'
 GQ0353'TO REACH THE STATION FROM FREDONIA GO WEST AND SOUTHWEST ON
 GQ0353'THE ROAD LEADING PAST THE SOUTH SIDE OF THE CHEVRON SERVICE
 GQ0353'STATION FOR 8.2 MILES TO THE JUNCTION OF THE ROADS TO SHORT
 GQ0353'CREEK AND HACKS CANYON MINE.  TAKE THE LEFT FORK AND CONTINUE
 GQ0353'SOUTHWEST ON THE MAIN, GRADED ROAD FOR 19.9 MILES TO A FORK
 GQ0353'ON THE RIGHT AT THE SOUTH SIDE OF A CATTLE GUARD.  TURN
 GQ0353'RIGHT AND PROCEED SOUTHWEST ON THE MAIN ROAD FOR 5.5 MILES
 GQ0353'TO A DIM FORK ON THE RIGHT, JUST BEFORE EMERGING FROM THE
 GQ0353'HEAD OF A DRAW.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST
 GQ0353'ON THE DIM ROAD FOR 0.5 MILES TO A CROSS ROAD.  KEEP
 GQ0353'STRAIGHT AHEAD, SOUTHWEST, FOR 0.9 MILE TO A GATE.  PASS
 GQ0353'THROUGH THE GATE AND CONTINUE SOUTHWEST FOR 2.2 MILES TO A
 GQ0353'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHWEST FOR
 GQ0353'1.1 MILES TO A REVERSE FORK AND A MORE TRAVELED ROAD ON
 GQ0353'THE RIGHT, JUST BEFORE REACHING A RESERVOIR ON THE
 GQ0353'RIGHT.  CONTINUE STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN
 GQ0353'ROAD FOR 5.5 MILES TO A FORK.  TURN RIGHT AND FOLLOW THE
 GQ0353'ROAD NORTH FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 GQ0353'RIGHT, ON A SMALL LEDGE ABOUT 200 FEET EAST OF THE ROAD.
 GQ0353'HERE LEAVE THE ROAD AND BEAR NORTHEAST UP THE DRAW FOR
 GQ0353'0.4 MILE TO THE END OF TRUCK TRAVEL.  FROM THE END OF
 GQ0353'TRUCK TRAVEL PACK EAST TO THE HIGHEST POINT OF THE BUTTE AND
 GQ0353'THE STATION, ABOUT A 30-MINUTE PACK.
 GQ0353'
 GQ0353'THE STATION MARK IS STAMPED CENTER 1952.  IT IS A STANDARD
 GQ0353'DISK SET IN A 1-FOOT BY 2-FOOT BOULDER THAT PROJECTS 6 INCHES
 GQ0353'ABOVE THE GROUND.  IT IS ON THE CREST OF THE HORSESHOE-SHAPED
 GQ0353'SUMMIT AND ABOUT 100 FEET SOUTH OF WHERE THE CREST BEARS WEST.
 GQ0353'
 GQ0353'REFERENCE MARK 1 IS STAMPED CENTER NO 1 1952.  IT IS A STANDARD
 GQ0353'DISK SET IN A 1-FOOT BY 2-FOOT BOULDER THAT PROJECTS 3 INCHES
 GQ0353'ABOVE THE GROUND.  IT IS ON THE CREST OF THE SUMMIT AND AT THE
 GQ0353'SAME ELEVATION AS THE STATION MARK.
 GQ0353'
 GQ0353'REFERENCE MARK 2 IS STAMPED CENTER NO 2 1952.  IT IS A STANDARD
 GQ0353'DISK SET IN A 1-FOOT BY 2-FOOT BOULDER THAT PROJECTS 8 INCHES
 GQ0353'ABOVE THE GROUND.  IT IS ON THE WEST SLOPE OF THE SUMMIT AND
 GQ0353'4 FEET LOWER THAN THE STATION MARK.
 GQ0353'
 GQ0353'THE AZIMUTH MARK IS STAMPED CENTER 1952.  IT IS A STANDARD
 GQ0353'DISK SET FLUSH WITH THE SURFACE ON A LOW, SANDSTONE LEDGE THAT
 GQ0353'IS ABOUT 30 FEET HIGHER THAN THE ROAD.  IT IS 7 FEET SOUTHEAST
 GQ0353'OF A WHITE WITNESS POST AND 2 FEET NORTHEAST OF THE EDGE OF
 GQ0353'THE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1991 ***********************************************************************
 CZ1991  DESIGNATION -  CENTER
 CZ1991  PID         -  CZ1991
 CZ1991  STATE/COUNTY-  AZ/PIMA
 CZ1991  USGS QUAD   -  WEST OF MARANA (1989)
 CZ1991
 CZ1991                         *CURRENT SURVEY CONTROL
 CZ1991  ___________________________________________________________________
 CZ1991* NAD 83(2007)-  32 22 57.90909(N)    111 17 06.63631(W)     ADJUSTED  
 CZ1991* NAVD 88     -       612.7    (meters)    2010.     (feet)  GPS OBS   
 CZ1991  ___________________________________________________________________
 CZ1991  EPOCH DATE  -        2007.00
 CZ1991  X           -  -1,957,328.637 (meters)                     COMP
 CZ1991  Y           -  -5,024,128.591 (meters)                     COMP
 CZ1991  Z           -   3,396,662.323 (meters)                     COMP
 CZ1991  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 CZ1991  ELLIP HEIGHT-         582.854 (meters)          (02/10/07) ADJUSTED
 CZ1991  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ1991
 CZ1991  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1991  Type    PID    Designation                      North   East  Ellip
 CZ1991  -------------------------------------------------------------------
 CZ1991  NETWORK CZ1991 CENTER                            1.10   1.23   2.21
 CZ1991  -------------------------------------------------------------------
 CZ1991
 CZ1991.The horizontal coordinates were established by GPS observations
 CZ1991.and adjusted by the National Geodetic Survey in February 2007.
 CZ1991
 CZ1991.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1991.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1991.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1991.The epoch date for horizontal control is a decimal equivalence
 CZ1991.of Year/Month/Day.
 CZ1991
 CZ1991.The orthometric height was determined by GPS observations and a
 CZ1991.high-resolution geoid model.
 CZ1991
 CZ1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1991
 CZ1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1991
 CZ1991.The ellipsoidal height was determined by GPS observations
 CZ1991.and is referenced to NAD 83.
 CZ1991
 CZ1991.The geoid height was determined by GEOID03.
 CZ1991
 CZ1991;                    North         East     Units Scale Factor Converg.
 CZ1991;SPC AZ C     -   153,481.638   272,776.824   MT  0.99994352   +0 20 17.6
 CZ1991;SPC AZ C     -   503,548.68    894,937.09   iFT  0.99994352   +0 20 17.6
 CZ1991;UTM  12      - 3,582,897.959   473,175.983   MT  0.99960887   -0 09 09.8
 CZ1991
 CZ1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1991!SPC AZ C     -   0.99990849  x   0.99994352  =   0.99985202
 CZ1991!UTM  12      -   0.99990849  x   0.99960887  =   0.99951740
 CZ1991
 CZ1991:                Primary Azimuth Mark                     Grid Az
 CZ1991:SPC AZ C     -  CENTER RM 3                              050 06 37.8
 CZ1991:UTM  12      -  CENTER RM 3                              050 36 05.2
 CZ1991
 CZ1991|---------------------------------------------------------------------|
 CZ1991| PID    Reference Object                     Distance      Geod. Az  |
 CZ1991|                                                           dddmmss.s |
 CZ1991| CH4972 CENTER RM 3                                        0502655.4 |
 CZ1991| CH4973 CENTER RM 1                          22.512 METERS 06611     |
 CZ1991| CZ1965 AIRWAY BEACON 8                     APPROX.13.1 KM 0865200.6 |
 CZ1991| CH4974 CENTER RM 2                          20.740 METERS 12724     |
 CZ1991| CZ1992 EL PASO GAS CO COMPRESS STA TK      APPROX. 8.6 KM 2542919.4 |
 CZ1991|---------------------------------------------------------------------|
 CZ1991
 CZ1991                          SUPERSEDED SURVEY CONTROL
 CZ1991
 CZ1991  ELLIP H (09/30/02)  582.786  (m)                       GP(       ) 3 2
 CZ1991  ELLIP H (10/05/93)  582.930  (m)                       GP(       ) 3 2
 CZ1991  NAD 83(1992)-  32 22 57.91076(N)    111 17 06.63637(W) AD(       ) 1
 CZ1991  NAD 83(1986)-  32 22 57.90682(N)    111 17 06.63483(W) AD(       ) 1
 CZ1991  NAD 27      -  32 22 57.65000(N)    111 17 04.26000(W) AD(       ) 1
 CZ1991
 CZ1991.Superseded values are not recommended for survey control.
 CZ1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1991.See file dsdata.txt to determine how the superseded data were derived.
 CZ1991
 CZ1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7317682898(NAD 83)
 CZ1991_MARKER: DS = TRIANGULATION STATION DISK
 CZ1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1991_SP_SET: CONCRETE POST
 CZ1991_STAMPING: CENTER 1935
 CZ1991_MARK LOGO: CGS   
 CZ1991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1991+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 CZ1991
 CZ1991  HISTORY     - Date     Condition        Report By
 CZ1991  HISTORY     - 1935     MONUMENTED       CGS
 CZ1991  HISTORY     - 1935     GOOD             CGS
 CZ1991  HISTORY     - 1962     GOOD             CGS
 CZ1991  HISTORY     - 1971     GOOD             USAF
 CZ1991  HISTORY     - 19910411 GOOD             NGS
 CZ1991
 CZ1991                          STATION DESCRIPTION
 CZ1991
 CZ1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1991'ABOUT 26 MILES, AIR LINE, NORTHWEST OF TUCSON, ON THE FLATS
 CZ1991'ABOUT 6 MILES SOUTH OF THE SANTA CRUZ RIVER.  FROM CORTARO, GO
 CZ1991'NORTH 0.1 MILE, TURN LEFT AT SIGN CAMP-5-P-6-A, AND GO WEST
 CZ1991'1.4 MILES ON GRADED ROAD.  TURN RIGHT ON GRADED ROAD AND GO
 CZ1991'1.8 MILES TO FORK.  TAKE RIGHT FORK 1.0 MILE TO ANOTHER FORK.
 CZ1991'TAKE LEFT FORK OR MAIN ROAD FOR 4.9 MILES TO FORK AND SIGN
 CZ1991'READING GLOVER RANCH.  TAKE LEFT FORK AND GO 1.9 MILES
 CZ1991'AND TURN SHARP RIGHT.  GO 0.2 MILE TO A U.S. GEOLOGICAL
 CZ1991'SURVEY BENCH MARK STAMPED ELEV. 1991 FEET.  FOLLOW THE ROAD
 CZ1991'ALONG THE NORTH SIDE OF THE FENCE LINE FOR 1.1 MILES TO
 CZ1991'A GATE IN FENCE.  PASS THROUGH GATE AND TAKE A RIGHT FORK
 CZ1991'AND GO 1.3 MILES TO STATION.  STATION IS ABOUT 35 FEET EAST
 CZ1991'OF THE ROAD AND ABOUT 100 FEET NORTH OF A SMALL WASH.
 CZ1991'MARKED BY STANDARD BRONZE DISKS.
 CZ1991'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ1991'REFERENCE DISK IS 22.518 METERS (73.88 FEET) FROM
 CZ1991'STATION.  REFERENCE MARK NO. 2, A
 CZ1991'STANDARD BRONZE REFERENCE DISK IS 20.740
 CZ1991'METERS (68.04 FEET) FROM STATION.
 CZ1991'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD
 CZ1991'BRONZE DISK IS ON WEST SIDE OF ROAD 0.15 MILE
 CZ1991'FROM STATION.
 CZ1991
 CZ1991                          STATION RECOVERY (1935)
 CZ1991
 CZ1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CZ1991'RECOVERED IN GOOD CONDITION.
 CZ1991
 CZ1991                          STATION RECOVERY (1962)
 CZ1991
 CZ1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1991'THE STATION WAS RECOVERED USING THE RECONNAISSANCE DESCRIPTION
 CZ1991'WITH ALL MARKS APPARENTLY UNDISTURBED AND IN GOOD CONDITION.
 CZ1991'THE SLIGHTLY DIFFERENT DIRECTION TO THE AZIMUTH MARK WAS
 CZ1991'DOUBLE CHECKED IN THE FIELD BY OBSERVING A SMALL NAKED BULB
 CZ1991'DIRECTLY ON THE MARK.  BECAUSE OF ROAD CHANGES A NEW DESCRIPTION
 CZ1991'FOLLOWS--
 CZ1991'
 CZ1991'STATION IS LOCATED ABOUT 22-1/2 MILES NORTHWEST OF TUCSON, 13
 CZ1991'MILES EAST OF SILVER BELL, AND 7 MILES SOUTHWEST OF MARANA,
 CZ1991'ON FLAT, BRUSH-COVERED, DESERT LAND IN THE MIDDLE OF THE AVRA
 CZ1991'VALLEY.
 CZ1991'
 CZ1991'TO REACH FROM THE POST OFFICE IN CORTARO, WHICH IS ABOUT 12
 CZ1991'MILES NORTHWEST OF TUCSON, CROSS TO THE NORTHWEST-BOUND
 CZ1991'LANE OF STATE HIGHWAY 84 - 93 AND GO NORTHWEST 3.7 MILES TO
 CZ1991'A SIDE ROAD ON THE LEFT (AVRA VALLEY ROAD).  TURN LEFT AND GO
 CZ1991'NORTHWEST AND WEST 6.0 MILES TO A CROSS ROAD AND CATTLE GUARD
 CZ1991'(SANDERS ROAD).  CONTINUE WEST 2.4 MILES TO A FORK.  TAKE THE
 CZ1991'LEFT FORK ON GRADED DIRT ROAD AND PROCEED 0.3 MILE TO A FORK.
 CZ1991'TAKE LEFT FORK AND GO 0.4 MILE SOUTHWEST ON TRACK ROAD TO A
 CZ1991'FORK.  TAKE THE RIGHT FORK AND GO WEST-SOUTHWEST 0.15 MILE TO THE
 CZ1991'AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.15 MILE TO THE
 CZ1991'STATION ON THE LEFT.
 CZ1991'
 CZ1991'THE STATION MARK, A STANDARD DISK STAMPED CENTER 1935 CEMENTED
 CZ1991'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 CZ1991'ABOUT 6 INCHES ABOVE GROUND, IS ABOUT 85 FEET EAST OF A
 CZ1991'BRUSH-FILLED WASH, 34.5 FEET SOUTH OF THE APPROXIMATE CENTER
 CZ1991'OF A TRACK ROAD, AND AT THE CENTER OF THE DIAGONALS FROM
 CZ1991'FOUR IRON STAKES WITH RINGS ARRANGED IN A ROUGH SQUARE.
 CZ1991'
 CZ1991'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CENTER NO
 CZ1991'1 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 CZ1991'PROJECTING 4 INCHES ABOVE GROUND, IS ABOUT 15 INCHES HIGHER
 CZ1991'THAN STATION ELEVATION.
 CZ1991'
 CZ1991'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CENTER
 CZ1991'NO 2 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 CZ1991'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS ABOUT
 CZ1991'15 INCHES HIGHER THAN STATION ELEVATION.
 CZ1991'
 CZ1991'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CZ1991'CENTER NO 3 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE
 CZ1991'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 19.0
 CZ1991'FEET OF THE CENTER OF THE TRACK ROAD TO THE STATION.
 CZ1991
 CZ1991                          STATION RECOVERY (1971)
 CZ1991
 CZ1991'RECOVERY NOTE BY US AIR FORCE 1971 (JFW)
 CZ1991'CENTER 1935-GOOD.
 CZ1991'
 CZ1991'CENTER NO 1 1935-GOOD.
 CZ1991'
 CZ1991'CENTER NO 2 1935-GOOD.
 CZ1991'
 CZ1991'CENTER NO 3 1935-GOOD.
 CZ1991'
 CZ1991'TO REACH STATION CENTER FROM POST OFFICE IN CORTARO, WHICH
 CZ1991'IS ABOUT 12 MILES NORTHWEST OF TUCSON, GO 3.5 MILES TO THE
 CZ1991'EXIT OF AVRA VALLEY ROAD, SILVER BELL, AND RILLITO.  PROCEED
 CZ1991'WEST NORTHWEST TOWARD SILVER BELL FOR 5.3 MILES TO AVRA VALLEY
 CZ1991'AIR INC. AIRFIELD.  CONTINUE WEST FOR 3.5 MILES TO SOME FARM
 CZ1991'EQUIPMENT BUILDINGS ON LEFT AND GO 0.1 MILE PAST BUILDINGS
 CZ1991'TO A FORK.  TAKE LEFT FORK, DIRT ROAD WEST SOUTHWEST FOR
 CZ1991'0.3 MILE TO THE FIRST DIRT ROAD ON LEFT.  TURN LEFT (SOUTH)
 CZ1991'AND GO 0.9 MILE TO AN INTERSECTION ON RIGHT.  TURN RIGHT
 CZ1991'(WEST) AND GO 0.2 MILE TO A LARGE CLEARED AREA ON RIGHT.  TURN
 CZ1991'RIGHT (NORTH) AND PROCEED ALONG DIRT TRACK FOR 0.4
 CZ1991'MILE TO STATION CENTER.  THERE IS A 10 TO 15 FEET HIGH TREE LINE
 CZ1991'THAT RUNS PARALLEL WITH THE DIRT TRACK ABOUT 100 FEET
 CZ1991'WEST.
 CZ1991
 CZ1991                          STATION RECOVERY (1991)
 CZ1991
 CZ1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1991'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CZ1991'258), TRAVEL NORTH (WEST BOUND) ON I-10 APPROX 15 MI (24.1 KM) TO
 CZ1991'AVRA VALLEY RD (EXIT 242), WEST ON AVRA VALLEY RD 8.5 MI (13.7 KM) TO
 CZ1991'EL PASO GAS RD (2.5 MIWEST OF SANDERS RD), SOUTHWEST ON EL PASO GAS
 CZ1991'RD (DIRT) 0.9 MI (1.4 KM) TO WHERE ROAD INTERSECTS A NORTH-SOUTH DIRT
 CZ1991'RD, TURN SOUTHEAST THROUGH GATE ON DIRT TRAIL 0.3 MILE (0.5 KM) TO AN
 CZ1991'OPEN AREA, MARKER IS APPROX 100 FT (30.5 M) EAST OF A ROW OF
 CZ1991'NORTH-SOUTH MESQUIT TREES, IN THE CENTER OF IRON STAKES WITH RINGS
 CZ1991'ATTACHED AND ARRANGED IN A ROUGH SQUARE. TOWNSHIP 12 SOUTH, RANGE 10
 CZ1991'EAST, SECTION 13.
 CZ1991'MARKER IS A STANDARD 3-1/2 INCH BRONZE DISK SET IN THE TOP OF A 1.75
 CZ1991'FT (0.53 M) X 3.65 FT (1.11 M) CONCRETE BLOCK PROJECTING 0.8 FT
 CZ1991'(0.2 M) AND STAMPED CENTER 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0895 ***********************************************************************
 ES0895  DESIGNATION -  CENTER
 ES0895  PID         -  ES0895
 ES0895  STATE/COUNTY-  AZ/NAVAJO
 ES0895  USGS QUAD   -  HANKS DRAW (1990)
 ES0895
 ES0895                         *CURRENT SURVEY CONTROL
 ES0895  ___________________________________________________________________
 ES0895* NAD 83(1992)-  34 25 19.38738(N)    110 39 15.75860(W)     ADJUSTED  
 ES0895* NAVD 88     -      2089.4    (meters)    6855.     (feet)  VERTCON   
 ES0895  ___________________________________________________________________
 ES0895  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ES0895  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0895  HORZ ORDER  -  SECOND
 ES0895
 ES0895.The horizontal coordinates were established by classical geodetic methods
 ES0895.and adjusted by the National Geodetic Survey in August 1993.
 ES0895
 ES0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0895
 ES0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0895
 ES0895.The geoid height was determined by GEOID03.
 ES0895
 ES0895;                    North         East     Units Scale Factor Converg.
 ES0895;SPC AZ E     -   379,573.655   168,531.295   MT  0.99992476   -0 16 32.5
 ES0895;SPC AZ E     - 1,245,320.39    552,924.20   iFT  0.99992476   -0 16 32.5
 ES0895;UTM  12      - 3,809,008.031   531,758.850   MT  0.99961243   +0 11 43.4
 ES0895
 ES0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0895!SPC AZ E     -   0.99967585  x   0.99992476  =   0.99960064
 ES0895!UTM  12      -   0.99967585  x   0.99961243  =   0.99928841
 ES0895
 ES0895:                Primary Azimuth Mark                     Grid Az
 ES0895:SPC AZ E     -  POND                                     044 21 58.3
 ES0895:UTM  12      -  POND                                     043 53 42.4
 ES0895
 ES0895|---------------------------------------------------------------------|
 ES0895| PID    Reference Object                     Distance      Geod. Az  |
 ES0895|                                                           dddmmss.s |
 ES0895| ES0929 POND                                APPROX. 0.5 KM 0440525.8 |
 ES0895|---------------------------------------------------------------------|
 ES0895
 ES0895                          SUPERSEDED SURVEY CONTROL
 ES0895
 ES0895  NAD 83(1986)-  34 25 19.38127(N)    110 39 15.76285(W) AD(       ) 2
 ES0895  NGVD 29 (08/03/87) 2088.5    (m)         6852.     (f) VERT ANG    3  
 ES0895
 ES0895.Superseded values are not recommended for survey control.
 ES0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0895.See file dsdata.txt to determine how the superseded data were derived.
 ES0895
 ES0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3175909008(NAD 83)
 ES0895_MARKER: DS = TRIANGULATION STATION DISK
 ES0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0895+STABILITY: SURFACE MOTION
 ES0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0895+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 ES0895
 ES0895  HISTORY     - Date     Condition        Report By
 ES0895  HISTORY     - 1984     MONUMENTED       AZDT
 ES0895  HISTORY     - 19971011 GOOD             USPSQD
 ES0895  HISTORY     - 20051112 GOOD             EVANS
 ES0895
 ES0895                          STATION DESCRIPTION
 ES0895
 ES0895'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0895'THE STATION IS LOCATED 3-1/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0895'SIDE OF STATE ROUTE 260.
 ES0895'
 ES0895'THE STATION MARK IS AN AZDT DISK STAMPED---CENTER 1984---.  IT IS SET
 ES0895'IN TOP OF A 10 INCH CONCRETE MONUMENT 69 FEET NORTHWEST OF THE CENTER
 ES0895'LINE OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND 4
 ES0895'FEET NORTHWEST OF THE WITNESS POST.
 ES0895'
 ES0895'TO REACH THE STATION FROM THE POST OFFICE INSKIN ROAD
 ES0895'AND STATE ROUTE 260 TRAVEL WEST ALONG SR 260 FOR 3.75 MILES TO MILE
 ES0895'POST 300.2 AND THE STATION ON THE RIGHT.
 ES0895
 ES0895                          STATION RECOVERY (1997)
 ES0895
 ES0895'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0895'RECOVERED IN GOOD CONDITION.
 ES0895
 ES0895                          STATION RECOVERY (2005)
 ES0895
 ES0895'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2238 ***********************************************************************
 DU2238  DESIGNATION -  CENTER
 DU2238  PID         -  DU2238
 DU2238  STATE/COUNTY-  AZ/MARICOPA
 DU2238  USGS QUAD   -  MESA (1982)
 DU2238
 DU2238                         *CURRENT SURVEY CONTROL
 DU2238  ___________________________________________________________________
 DU2238* NAD 83(2007)-  33 23 09.24402(N)    111 49 52.20845(W)     ADJUSTED  
 DU2238* NAVD 88     -       379.7    (meters)    1246.     (feet)  VERTCON   
 DU2238  ___________________________________________________________________
 DU2238  EPOCH DATE  -        2007.00
 DU2238  X           -  -1,982,579.334 (meters)                     COMP
 DU2238  Y           -  -4,948,992.292 (meters)                     COMP
 DU2238  Z           -   3,489,967.214 (meters)                     COMP
 DU2238  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DU2238  ELLIP HEIGHT-         350.152 (meters)          (02/10/07) ADJUSTED
 DU2238  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU2238
 DU2238  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2238  Type    PID    Designation                      North   East  Ellip
 DU2238  -------------------------------------------------------------------
 DU2238  NETWORK DU2238 CENTER                            1.98   1.67   5.82
 DU2238  -------------------------------------------------------------------
 DU2238
 DU2238.The horizontal coordinates were established by GPS observations
 DU2238.and adjusted by the National Geodetic Survey in February 2007.
 DU2238
 DU2238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2238.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2238.The horizontal coordinates are valid at the epoch date displayed above.
 DU2238.The epoch date for horizontal control is a decimal equivalence
 DU2238.of Year/Month/Day.
 DU2238
 DU2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2238
 DU2238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2238
 DU2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2238
 DU2238.The ellipsoidal height was determined by GPS observations
 DU2238.and is referenced to NAD 83.
 DU2238
 DU2238.The geoid height was determined by GEOID03.
 DU2238
 DU2238;                    North         East     Units Scale Factor Converg.
 DU2238;SPC AZ C     -   264,550.009   221,314.272   MT  0.99990078   +0 02 49.4
 DU2238;SPC AZ C     -   867,946.22    726,096.69   iFT  0.99990078   +0 02 49.4
 DU2238;UTM  12      - 3,694,377.870   422,694.344   MT  0.99967368   -0 27 26.6
 DU2238
 DU2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2238!SPC AZ C     -   0.99994503  x   0.99990078  =   0.99984582
 DU2238!UTM  12      -   0.99994503  x   0.99967368  =   0.99961873
 DU2238
 DU2238                          SUPERSEDED SURVEY CONTROL
 DU2238
 DU2238  ELLIP H (06/11/02)  350.185  (m)                       GP(       ) 4 2
 DU2238  NAD 83(1992)-  33 23 09.24278(N)    111 49 52.20757(W) AD(       ) 1
 DU2238  ELLIP H (08/23/93)  350.259  (m)                       GP(       ) 4 2
 DU2238  NAD 83(1986)-  33 23 09.23572(N)    111 49 52.21232(W) AD(       ) 1
 DU2238  NGVD 29 (09/11/89)  379.1    (m)         1244.     (f) GPS OBS     3  
 DU2238
 DU2238.Superseded values are not recommended for survey control.
 DU2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2238.See file dsdata.txt to determine how the superseded data were derived.
 DU2238
 DU2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2269494378(NAD 83)
 DU2238_MARKER: DD = SURVEY DISK
 DU2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2238+STABILITY: SURFACE MOTION
 DU2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2238+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2238
 DU2238  HISTORY     - Date     Condition        Report By
 DU2238  HISTORY     - 1986     MONUMENTED       AZDT
 DU2238  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU2238  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU2238
 DU2238                          STATION DESCRIPTION
 DU2238
 DU2238'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2238'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF THE CENTER OF
 DU2238'MESA, ARIZONA.
 DU2238'
 DU2238'TO REACH THE STATION FROM THE INTERSECTION OF COUNTRY CLUB ROAD AND
 DU2238'STATE HWY. 360, GO EAST ON STATE HWY. 360 FOR 0.8 KM (0.5 MI) TO
 DU2238'THE CENTER STREET OVERPASS AND THE STATION ON THE SOUTHEAST CORNER
 DU2238'OF THE OVERPASS BRIDGE.
 DU2238'
 DU2238'THE STATION IS A STANDARD AGS DISK
 DU2238'STAMPED---CENTER 1986---,
 DU2238'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2238'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2238'2.01 METERS (6.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER CENTER
 DU2238'STREET OVERPASS,
 DU2238'1.22 METERS (4.0 FT) WEST FROM A WITNESS POST AND SIGN,
 DU2238'0.67 METERS (2.2 FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE GUTTER
 DU2238'ON STATE HWY. 360,
 DU2238'8.38 METERS (27.5 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND
 DU2238'LANE OF STATE HWY. 360.
 DU2238'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2238'STAMPED---CENTER 1986---,
 DU2238'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2238
 DU2238                          STATION RECOVERY (2005)
 DU2238
 DU2238'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2238'WITNESS POST, SIGN, AND CONCRETE GUTTER NOT FOUND. THE BRIDGE BEEN
 DU2238'WIDENED SINCE 1986. THE ADJUSTED COORDINATES POINT ABOUT 50 FEET INTO
 DU2238'THE 6 EASTBOUND LANES OF STATE HIGHWAY 60.
 DU2238
 DU2238                          STATION RECOVERY (2007)
 DU2238
 DU2238'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2238'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2238'MARK. THE FREEWAY HAS BEEN CONSIDERABLY WIDENED OVER THE YEARS, WITH
 DU2238'SEVERAL LANES BEING ADDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1864 ***********************************************************************
 GR1864  DESIGNATION -  CENTER BASE
 GR1864  PID         -  GR1864
 GR1864  STATE/COUNTY-  AZ/MOHAVE
 GR1864  USGS QUAD   -  HOOVER DAM (1997)
 GR1864
 GR1864                         *CURRENT SURVEY CONTROL
 GR1864  ___________________________________________________________________
 GR1864* NAD 83(1992)-  36 00 50.06831(N)    114 44 14.63493(W)     ADJUSTED  
 GR1864* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1864  ___________________________________________________________________
 GR1864  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GR1864  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1864  HORZ ORDER  -  SECOND
 GR1864
 GR1864.The horizontal coordinates were established by classical geodetic methods
 GR1864.and adjusted by the National Geodetic Survey in August 1993.
 GR1864
 GR1864.The orthometric height was scaled from a topographic map.
 GR1864
 GR1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1864
 GR1864.The geoid height was determined by GEOID03.
 GR1864
 GR1864;                    North         East     Units Scale Factor Converg.
 GR1864;SPC AZ W     -   556,525.454   124,352.698   MT  1.00003092   -0 34 50.2
 GR1864;SPC AZ W     - 1,825,870.91    407,981.29   iFT  1.00003092   -0 34 50.2
 GR1864;SPC NV E     - 8,140,544.516   276,252.438   MT  0.99997162   +0 29 50.7
 GR1864;SPC NV E     -26,707,769.80    906,338.21   sFT  0.99997162   +0 29 50.7
 GR1864;UTM  11      - 3,987,859.006   703,903.570   MT  1.00011233   +1 19 51.0
 GR1864
 GR1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1864!SPC AZ W     -   0.99994217  x   1.00003092  =   0.99997309
 GR1864!SPC NV E     -   0.99994217  x   0.99997162  =   0.99991380
 GR1864!UTM  11      -   0.99994217  x   1.00011233  =   1.00005450
 GR1864
 GR1864                          SUPERSEDED SURVEY CONTROL
 GR1864
 GR1864  NAD 83(1986)-  36 00 50.05675(N)    114 44 14.62418(W) AD(       ) 2
 GR1864  NAD 27      -  36 00 50.12600(N)    114 44 11.68700(W) AD(       ) 2
 GR1864
 GR1864.Superseded values are not recommended for survey control.
 GR1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1864.See file dsdata.txt to determine how the superseded data were derived.
 GR1864
 GR1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0390487859(NAD 83)
 GR1864_MARKER: DS = TRIANGULATION STATION DISK
 GR1864_SETTING: 0 = UNSPECIFIED SETTING
 GR1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1864
 GR1864  HISTORY     - Date     Condition        Report By
 GR1864  HISTORY     - 1935     MONUMENTED       BOR
 GR1864  HISTORY     - 1990     GOOD             USPSQD
 GR1864
 GR1864                          STATION DESCRIPTION
 GR1864
 GR1864'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1864'STATION IS A THREE SIDED CONCRETE PIER ABOUT 5 FEET HIGH, LOCATED
 GR1864'ABOUT 450 FEET DOWNSTREAM FROM THE ARIZONA END OF HOOVER DAM,
 GR1864'WITH A STANDARD USC AND GS STATION DISK, THE CENTER OF WHICH
 GR1864'HAS BEEN GROUNDED DOWN TO RECEIVE A FINE SCRATCH MARK.
 GR1864
 GR1864                          STATION RECOVERY (1990)
 GR1864
 GR1864'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2274 ***********************************************************************
 DU2274  DESIGNATION -  CENTER STATION
 DU2274  PID         -  DU2274
 DU2274  STATE/COUNTY-  AZ/GILA
 DU2274  USGS QUAD   -  GLOBE (1982)
 DU2274
 DU2274                         *CURRENT SURVEY CONTROL
 DU2274  ___________________________________________________________________
 DU2274* NAD 83(1992)-  33 25 19.34452(N)    110 46 58.96602(W)     ADJUSTED  
 DU2274* NAVD 88     -      1310.6    (meters)    4300.     (feet)  VERTCON   
 DU2274  ___________________________________________________________________
 DU2274  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 DU2274  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU2274  HORZ ORDER  -  THIRD
 DU2274
 DU2274.The horizontal coordinates were established by classical geodetic methods
 DU2274.and adjusted by the National Geodetic Survey in August 1993.
 DU2274
 DU2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2274
 DU2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2274
 DU2274.The geoid height was determined by GEOID03.
 DU2274
 DU2274;                    North         East     Units Scale Factor Converg.
 DU2274;SPC AZ E     -   268,724.414   156,038.459   MT  0.99994050   -0 20 22.2
 DU2274;SPC AZ E     -   881,641.78    511,937.20   iFT  0.99994050   -0 20 22.2
 DU2274;UTM  12      - 3,698,096.976   520,169.907   MT  0.99960502   +0 07 10.2
 DU2274
 DU2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2274!SPC AZ E     -   0.99979856  x   0.99994050  =   0.99973907
 DU2274!UTM  12      -   0.99979856  x   0.99960502  =   0.99940366
 DU2274
 DU2274                          SUPERSEDED SURVEY CONTROL
 DU2274
 DU2274  NAD 83(1986)-  33 25 19.34403(N)    110 46 58.96763(W) AD(       ) 3
 DU2274  NGVD 29 (04/26/91) 1310.0    (m)         4298.     (f) VERT ANG    3  
 DU2274
 DU2274.Superseded values are not recommended for survey control.
 DU2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2274.See file dsdata.txt to determine how the superseded data were derived.
 DU2274
 DU2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2017098097(NAD 83)
 DU2274_MARKER: DD = SURVEY DISK
 DU2274_SETTING: 80 = SET IN A BOULDER
 DU2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2274+STABILITY: SURFACE MOTION
 DU2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2274+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU2274
 DU2274  HISTORY     - Date     Condition        Report By
 DU2274  HISTORY     - 1901     MONUMENTED       USGS
 DU2274  HISTORY     - 20061112 GOOD             GEOCAC
 DU2274
 DU2274                          STATION DESCRIPTION
 DU2274
 DU2274'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 DU2274'LOCATED ABOUT 1900 FT FROM GRAY MINE, ABOUT 1800 FT FROM BUFFALO
 DU2274'MINE, ABOUT 200 FT SW. OF SUMMIT OF RIDGE EXTENDING NE. FROM
 DU2274'BUFFALO MINE.
 DU2274'
 DU2274'TO REACH NOT GIVEN.
 DU2274'
 DU2274'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN ROCK.
 DU2274'
 DU2274'RMS--NONE SET.
 DU2274
 DU2274                          STATION RECOVERY (2006)
 DU2274
 DU2274'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2274'RECOVERED AS DESCRIBED, THE MARK IS IN GOOD CONDITION.
 DU2274'THE ROADS IN THE AREA HAVE BEEN CHANGED, AND A NEW TO REACH FOLLOWS.
 DU2274'FROM THE GILA COUNTY COURTHOUSE IN GLOBE, TRAVEL 1.75 MILES WEST ON US
 DU2274'60 TO THE INTERSECTION WITH BROAD STREET ON THE RIGHT. TURN RIGHT ON
 DU2274'BROAD STREET AND PROCEED 0.16 MILES TO THE INTERSECTION OF YUMA STREET
 DU2274'ON THE LEFT. TURN LEFT AND PROCEED 0.27 MILES TO A FOUR-WAY STOP AT
 DU2274'HIGH STREET.
 DU2274'JOG LEFT, AND THEN RIGHT AGAIN, TO PROCEED NORTHEASTWARD ON COPPER
 DU2274'HILL ROAD. CONTINUE ON COPPER HILL ROAD FOR 2.15 MILES TO THE JUNCTION
 DU2274'OF BLACK PEAK ROAD, ON THE LEFT.
 DU2274'TURN LEFT ON BLACK PEAK ROAD, AND PROCEED 0.53 MILES, PASSING THE
 DU2274'INTERSECTION OF SUNSET LANE, TO THE INTERSECTION OF AN UN-NAMED ROAD
 DU2274'ON THE LEFT MARKED WITH A DEAD-END SIGN. TURN LEFT AND PROCEED
 DU2274'APPROXIMATELY 0.40 MILES TO A GATE AND THE END OF TRUCK TRAVEL.
 DU2274'THE PROPERTY OWNER IS FRIENDLY, AND PERMISSION TO ENTER MAY BE BE
 DU2274'OBTAINED BY USING THE TELEPHONE NUMBER ATTACHED TO THE GATE. OR
 DU2274'PROCEED ON FOOT ALONG THE RIDGE TO THE MARK 0.60 MILES TO THE
 DU2274'SOUTHWEST. A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0638 ***********************************************************************
 DV0638  DESIGNATION -  CENTRAL
 DV0638  PID         -  DV0638
 DV0638  STATE/COUNTY-  AZ/MARICOPA
 DV0638  USGS QUAD   -  PHOENIX (1982)
 DV0638
 DV0638                         *CURRENT SURVEY CONTROL
 DV0638  ___________________________________________________________________
 DV0638* NAD 83(1992)-  33 27 41.12888(N)    112 04 26.47401(W)     ADJUSTED  
 DV0638* NAVD 88     -       331.064  (meters)    1086.17   (feet)  ADJUSTED  
 DV0638  ___________________________________________________________________
 DV0638  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DV0638  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0638  DYNAMIC HT  -         330.681 (meters)    1084.91  (feet)  COMP
 DV0638  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0638
 DV0638  HORZ ORDER  -  SECOND
 DV0638  VERT ORDER  -  SECOND    CLASS 0
 DV0638
 DV0638.The horizontal coordinates were established by classical geodetic methods
 DV0638.and adjusted by the National Geodetic Survey in August 1993.
 DV0638
 DV0638.The orthometric height was determined by differential leveling
 DV0638.and adjusted in November 1993.
 DV0638
 DV0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0638
 DV0638.The geoid height was determined by GEOID03.
 DV0638
 DV0638.The dynamic height is computed by dividing the NAVD 88
 DV0638.geopotential number by the normal gravity value computed on the
 DV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0638.degrees latitude (g = 980.6199 gals.).
 DV0638
 DV0638.The modeled gravity was interpolated from observed gravity values.
 DV0638
 DV0638;                    North         East     Units Scale Factor Converg.
 DV0638;SPC AZ C     -   272,933.452   198,733.250   MT  0.99990264   -0 05 12.3
 DV0638;SPC AZ C     -   895,450.96    652,011.98   iFT  0.99990264   -0 05 12.3
 DV0638;UTM  12      - 3,702,958.250   400,192.662   MT  0.99972281   -0 35 32.1
 DV0638
 DV0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0638!SPC AZ C     -   0.99995272  x   0.99990264  =   0.99985536
 DV0638!UTM  12      -   0.99995272  x   0.99972281  =   0.99967554
 DV0638
 DV0638:                Primary Azimuth Mark                     Grid Az
 DV0638:SPC AZ C     -  PHOENIX TV STA KPHO RELAY TWR            181 22 15.6
 DV0638:UTM  12      -  PHOENIX TV STA KPHO RELAY TWR            181 52 35.4
 DV0638
 DV0638|---------------------------------------------------------------------|
 DV0638| PID    Reference Object                     Distance      Geod. Az  |
 DV0638|                                                           dddmmss.s |
 DV0638| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 0.7 KM 1811703.3 |
 DV0638| DV0637 CENTRAL RM 2                         21.064 METERS 21203     |
 DV0638| DV0636 CENTRAL AZ MK                                      2704519.9 |
 DV0638| DV0639 CENTRAL RM 1                         19.134 METERS 29239     |
 DV0638|---------------------------------------------------------------------|
 DV0638
 DV0638                          SUPERSEDED SURVEY CONTROL
 DV0638
 DV0638  NAD 83(1986)-  33 27 41.12311(N)    112 04 26.47943(W) AD(       ) 2
 DV0638  NAD 27      -  33 27 40.96720(N)    112 04 23.94420(W) AD(       ) 2
 DV0638  NGVD 29 (??/??/92)  330.409  (m)         1084.02   (f) ADJ UNCH    2 0
 DV0638
 DV0638.Superseded values are not recommended for survey control.
 DV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0638.See file dsdata.txt to determine how the superseded data were derived.
 DV0638
 DV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0019302958(NAD 83)
 DV0638_MARKER: DE = TRAVERSE STATION DISK
 DV0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0638_STAMPING: CENTRAL 1963
 DV0638_MARK LOGO: CGS   
 DV0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0638+STABILITY: SURFACE MOTION
 DV0638
 DV0638  HISTORY     - Date     Condition        Report By
 DV0638  HISTORY     - 1963     MONUMENTED       CGS
 DV0638  HISTORY     - 1963     GOOD             CGS
 DV0638  HISTORY     - 1969     GOOD             AZHD
 DV0638  HISTORY     - 1979     GOOD             AZDT
 DV0638  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0638
 DV0638                          STATION DESCRIPTION
 DV0638
 DV0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0638'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION
 DV0638'OF NORTH CENTRAL AVENUE AND MORELAND STREET, IN THE CENTRAL
 DV0638'PART OF PHOENIX.
 DV0638'
 DV0638'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CENTRAL 1963,
 DV0638'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 DV0638'THE SURFACE OF THE GROUND.  THE MARK IS 28 FEET NORTH OF THE
 DV0638'CENTER OF MORELAND STREET, 32 FEET SOUTH OF A LARGE SIGN (COULTER
 DV0638'CADILLAC) AND 60 FEET WEST OF THE CENTERLINE OF NORTH CENTRAL
 DV0638'AVENUE.
 DV0638'
 DV0638'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED CENTRAL NO
 DV0638'1 1963 IS SET IN A DRILL HOLE IN THE WEST CURB OF NORTH CENTRAL
 DV0638'AVENUE.  THE MARK IS 7.5 FEET SOUTHEAST OF A PALM TREE AND 80
 DV0638'FEET NORTH OF THE CENTER OF MORELAND STREET.
 DV0638'
 DV0638'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED CENTRAL NO
 DV0638'2 1963, IS SET IN A DRILL HOLE IN THE SOUTH CURB OF MORELAND
 DV0638'STREET.  THE MARK IS 27 FEET SOUTH OF THE CENTER OF MORELAND
 DV0638'STREET AND 70 FEET WEST OF THE WEST CURB OF NORTH CENTRAL
 DV0638'AVENUE.
 DV0638'
 DV0638'AZIMUTH MARK, A STANDARD DISK STAMPED CENTRAL 1963, IS SET IN A
 DV0638'DRILL HOLE IN THE NORTH CURB OF MORELAND STREET.  THE MARK IS
 DV0638'17.6 FEET SOUTH OF A SIDEWALK LEADING TO HOUSE, 36 FEET NORTH OF
 DV0638'THE CENTER OF MORELAND STREET, 58.6 FEET SOUTH OF THE SOUTHWEST
 DV0638'CORNER OF THE HOUSE (84 MORELAND STREET) AND 78.5 FEET EAST OF A
 DV0638'FIRE HYDRANT.
 DV0638'
 DV0638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MORELAND
 DV0638'STREET FOR 0.2 MILE TO THE MARK AS DESCRIBED, ON THE RIGHT.
 DV0638'
 DV0638'CENTER CORNER, IS A PHOENIX CITY SURVEY MARK LOCATED AT THE
 DV0638'CENTER OF THE INTERSECTION OF NORTH CENTRAL AVENUE AND ROOSEVELT
 DV0638'STREET.  THE POINT OBSERVED ON IS A SLIGHT INDENTION IN A MASS
 DV0638'OF CONCRETE WHICH IS ABOUT 5 INCHES BELOW THE SURFACE OF THE
 DV0638'ROAD.
 DV0638'
 DV0638'HEIGHT OF LIGHT ABOVE STATION MARK 22.13 METERS.
 DV0638
 DV0638                          STATION RECOVERY (1963)
 DV0638
 DV0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0638'IN PHOENIX.
 DV0638'AT THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST MORELAND STREET
 DV0638'IN PHOENIX, IN A SMALL OVAL PLOT OF GROUND AT THE NORTHEAST CORNER OF
 DV0638'LONG NARROW CITY PARK, 34 FEET WEST OF THE WEST CURB OF NORTH CENTRAL
 DV0638'AVENUE, 10 FEET NORTH OF THE NORTH CURB OF WEST MORELAND STREET, 13.3
 DV0638'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, ABOUT 0.5 FOOT ABOVE THE
 DV0638'LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0638'GROUND.
 DV0638
 DV0638                          STATION RECOVERY (1969)
 DV0638
 DV0638'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0638'GENERAL LOCATION PHOENIX
 DV0638'
 DV0638'STATION MARK ALL MARKS RECOVERED IN GOOD CONDITION.  THE
 DV0638'DESCRIPTION IS ADEQUATE
 DV0638
 DV0638                          STATION RECOVERY (1979)
 DV0638
 DV0638'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0638'RECOVERED IN GOOD CONDITION.
 DV0638
 DV0638                          STATION RECOVERY (2008)
 DV0638
 DV0638'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0638'THE SETTINGS FOR THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE
 DV0638'AZIMUTH WERE ELIMINATED BY CONSTRUCTION FOR INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1250 ***********************************************************************
 CY1250  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1250  DESIGNATION -  CENTRAL
 CY1250  PID         -  CY1250
 CY1250  STATE/COUNTY-  AZ/GRAHAM
 CY1250  USGS QUAD   -  THATCHER (1985)
 CY1250
 CY1250                         *CURRENT SURVEY CONTROL
 CY1250  ___________________________________________________________________
 CY1250* NAD 83(1992)-  32 51 46.04720(N)    109 48 06.09654(W)     ADJUSTED  
 CY1250* NAVD 88     -       896.44   (meters)    2941.1    (feet)  GPS OBS   
 CY1250  ___________________________________________________________________
 CY1250  X           -  -1,816,962.373 (meters)                     COMP
 CY1250  Y           -  -5,046,339.146 (meters)                     COMP
 CY1250  Z           -   3,441,658.501 (meters)                     COMP
 CY1250  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CY1250  ELLIP HEIGHT-         869.409 (meters)          (01/22/07) ADJUSTED
 CY1250  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CY1250  HORZ ORDER  -  B
 CY1250  ELLP ORDER  -  FOURTH    CLASS I
 CY1250
 CY1250.The horizontal coordinates were established by GPS observations
 CY1250.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY1250
 CY1250.The orthometric height was determined by GPS observations and a
 CY1250.high-resolution geoid model.
 CY1250.The orthometric height was determined by GPS observations and a
 CY1250.high-resolution geoid model using precise GPS observation and
 CY1250.processing techniques.
 CY1250
 CY1250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1250
 CY1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1250
 CY1250.The ellipsoidal height was determined by GPS observations
 CY1250.and is referenced to NAD 83.
 CY1250
 CY1250.The geoid height was determined by GEOID03.
 CY1250
 CY1250;                    North         East     Units Scale Factor Converg.
 CY1250;SPC AZ E     -   206,595.163   247,517.292   MT  0.99991438   +0 11 53.0
 CY1250;SPC AZ E     -   677,805.65    812,064.61   iFT  0.99991438   +0 11 53.0
 CY1250;UTM  12      - 3,636,712.348   612,117.133   MT  0.99975499   +0 39 01.1
 CY1250
 CY1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1250!SPC AZ E     -   0.99986352  x   0.99991438  =   0.99977791
 CY1250!UTM  12      -   0.99986352  x   0.99975499  =   0.99961854
 CY1250
 CY1250:                Primary Azimuth Mark                     Grid Az
 CY1250:SPC AZ E     -  CENTRAL AZ MK                            088 17 52.7
 CY1250:UTM  12      -  CENTRAL AZ MK                            087 50 44.6
 CY1250
 CY1250|---------------------------------------------------------------------|
 CY1250| PID    Reference Object                     Distance      Geod. Az  |
 CY1250|                                                           dddmmss.s |
 CY1250| CS6048 CENTRAL AZ MK                                      0882945.7 |
 CY1250| CS6049 CENTRAL RM 1                         15.598 METERS 22855     |
 CY1250| CS6050 CENTRAL RM 2                         15.266 METERS 32251     |
 CY1250|---------------------------------------------------------------------|
 CY1250
 CY1250                          SUPERSEDED SURVEY CONTROL
 CY1250
 CY1250  NAD 83(1992)-  32 51 46.04549(N)    109 48 06.09438(W) AD(       ) 2
 CY1250  NAD 83(1986)-  32 51 46.03921(N)    109 48 06.09285(W) AD(       ) 2
 CY1250  NGVD 29 (06/21/91)  895.8    (m)         2939.     (f) VERT ANG    3  
 CY1250
 CY1250.Superseded values are not recommended for survey control.
 CY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1250.See file dsdata.txt to determine how the superseded data were derived.
 CY1250
 CY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1211736712(NAD 83)
 CY1250_MARKER: DS = TRIANGULATION STATION DISK
 CY1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1250_STAMPING: CENTRAL 1984
 CY1250_MARK LOGO: AZDT  
 CY1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1250+STABILITY: SURFACE MOTION
 CY1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1250+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 CY1250
 CY1250  HISTORY     - Date     Condition        Report By
 CY1250  HISTORY     - 1984     MONUMENTED       AZDT
 CY1250  HISTORY     - 20060608 GOOD             GEOANA
 CY1250  HISTORY     - 20060608 GOOD             GEOANA
 CY1250  HISTORY     - 20060825 GOOD             GEOCAC
 CY1250
 CY1250                          STATION DESCRIPTION
 CY1250
 CY1250'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 CY1250'THE STATION IS LOCATED ON TOP OF A MESA 2-1/2 MILES SOUTHEAST OF PIMA
 CY1250'AND 1 MILE SOUTHWEST OF U.S. HIGHWAY 70.
 CY1250'
 CY1250'THE STATION MARK IS AN AZDT DISK STAMPED---CENTRAL 1984---.  IT IS SET
 CY1250'IN TOP OF A 10 INCH CONCRETE MONUMENT 102 FEET WEST OF THE CENTER OF
 CY1250'CEMENTARY AVENUE, 10 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 3
 CY1250'FEET SOUTHWEST OF THE WITNESS POST.
 CY1250'
 CY1250'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CENTRAL RM 1 1984---.  IT
 CY1250'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1250'
 CY1250'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CENTRAL RM 2 1984---.  IT
 CY1250'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1250'
 CY1250'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---CENTRAL AZMUTH 1984---.  IT
 CY1250'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 0.4 MILE
 CY1250'WEST ALONG U.S. HIGHWAY 70 FROM CENTRAL AVENUE.  IT IS 50 FEET
 CY1250'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHEAST OF THE
 CY1250'NORTHEAST RAIL OF THE RAILROAD AND 2 FEET SOUTH OF THE WITNESS POST.
 CY1250'
 CY1250'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL SOUTHWEST
 CY1250'ALONG U.S. HIGHWAY 70 FOR 2.8 MILES TO CENTRAL ROAD ON THE RIGHT.
 CY1250'TURN RIGHT AND TRAVEL WEST FOR 0.5 MILE TO CEMENTARY AVENUE ON THE
 CY1250'LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 0.4 MILE TO THE SOUTH END OF A
 CY1250'CUT ON TOP OF A MESA AND A TRACK ROAD ON THE RIGHT.  TURN RIGH 180
 CY1250'DEGREES AND TRAVEL NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CY1250
 CY1250                          STATION RECOVERY (2006)
 CY1250
 CY1250'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (CRS)
 CY1250'RECOVERED AS DESCRIBED WITH ONE MINOR CHANGE.  'CEMETERY AVENUE' NAME
 CY1250'HAS CHANGED TO 'CENTRAL CEMETERY ROAD'.
 CY1250
 CY1250                          STATION RECOVERY (2006)
 CY1250
 CY1250'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (CRS)
 CY1250'RECOVERED AS DESCRIBED WITH ONE MINOR CHANGE.  'CEMETERY AVENUE' NAME
 CY1250'HAS CHANGED TO 'CENTRAL CEMETERY ROAD'.
 CY1250
 CY1250                          STATION RECOVERY (2006)
 CY1250
 CY1250'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1250'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 CY1250'DESCRIBED. DID NOT LOCATE REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0636 ***********************************************************************
 DV0636  DESIGNATION -  CENTRAL AZ MK
 DV0636  PID         -  DV0636
 DV0636  STATE/COUNTY-  AZ/MARICOPA
 DV0636  USGS QUAD   -  PHOENIX (1982)
 DV0636
 DV0636                         *CURRENT SURVEY CONTROL
 DV0636  ___________________________________________________________________
 DV0636* NAD 83(1986)-  33 27 42.     (N)    112 04 42.     (W)     SCALED    
 DV0636* NAVD 88     -       330.747  (meters)    1085.13   (feet)  ADJUSTED  
 DV0636  ___________________________________________________________________
 DV0636  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0636  DYNAMIC HT  -         330.365 (meters)    1083.87  (feet)  COMP
 DV0636  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0636
 DV0636  VERT ORDER  -  SECOND    CLASS 0
 DV0636
 DV0636.The horizontal coordinates were scaled from a topographic map and have
 DV0636.an estimated accuracy of +/- 6 seconds.
 DV0636
 DV0636.The orthometric height was determined by differential leveling
 DV0636.and adjusted in November 1993.
 DV0636
 DV0636.The geoid height was determined by GEOID03.
 DV0636
 DV0636.The dynamic height is computed by dividing the NAVD 88
 DV0636.geopotential number by the normal gravity value computed on the
 DV0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0636.degrees latitude (g = 980.6199 gals.).
 DV0636
 DV0636.The modeled gravity was interpolated from observed gravity values.
 DV0636
 DV0636;                    North         East    Units  Estimated Accuracy
 DV0636;SPC AZ C     -   272,960.      198,330.      MT  (+/- 180 meters Scaled)
 DV0636
 DV0636                          SUPERSEDED SURVEY CONTROL
 DV0636
 DV0636  NGVD 29 (??/??/92)  330.083  (m)         1082.95   (f) ADJ UNCH    2 0
 DV0636
 DV0636.Superseded values are not recommended for survey control.
 DV0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0636.See file dsdata.txt to determine how the superseded data were derived.
 DV0636
 DV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC997029(NAD 83)
 DV0636_MARKER: DZ = AZIMUTH MARK DISK
 DV0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0636_SP_SET: CURB
 DV0636_STAMPING: CENTRAL 1963
 DV0636_MARK LOGO: CGS   
 DV0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0636
 DV0636  HISTORY     - Date     Condition        Report By
 DV0636  HISTORY     - 1963     MONUMENTED       CGS
 DV0636  HISTORY     - 1979     GOOD             AZDT
 DV0636  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0636
 DV0636                          STATION DESCRIPTION
 DV0636
 DV0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0636'IN PHOENIX.
 DV0636'AT THE INTERSECTION OF NORTH 3RD AVENUE AND WEST MORELAND STREET, AT
 DV0636'THE WEST END OF A LONG NARROW CITY PARK, AND ABOUT 0.2 MILE WEST OF
 DV0636'NORTH CENTRAL AVENUE, 9 FEET NORTH OF THE CENTER OF THE WEST BOUND
 DV0636'LANE OF WEST MORELAND STREET, 17.5 FEET SOUTH OF THE SOUTH EDGE OF A
 DV0636'SIDEWALK, 59 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE NO. 84, 57.5
 DV0636'FEET EAST-NORTHEAST OF A STREET SIGN, ABOUT 0.5 FOOT ABOVE THE LEVEL
 DV0636'OF THE STREET, AND SET IN TOP OF THE NORTH CONCRETE CURB OF THE WEST
 DV0636'BOUND LANE OF WEST MORELAND STREET.
 DV0636
 DV0636                          STATION RECOVERY (1979)
 DV0636
 DV0636'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0636'RECOVERED IN GOOD CONDITION.
 DV0636
 DV0636                          STATION RECOVERY (2008)
 DV0636
 DV0636'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0636'WEST MORELAND STREET AND ITS CURBS AT THIS LOCATION WERE REMOVED FOR
 DV0636'THE CONSTRUCTION OF INTERSTATE HIGHWAY 10.
 DV0636' 
 DV0636' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0639 ***********************************************************************
 DV0639  DESIGNATION -  CENTRAL RM 1
 DV0639  PID         -  DV0639
 DV0639  STATE/COUNTY-  AZ/MARICOPA
 DV0639  USGS QUAD   -  PHOENIX (1982)
 DV0639
 DV0639                         *CURRENT SURVEY CONTROL
 DV0639  ___________________________________________________________________
 DV0639* NAD 83(1986)-  33 27 40.     (N)    112 04 26.     (W)     SCALED    
 DV0639* NAVD 88     -       331.128  (meters)    1086.38   (feet)  ADJUSTED  
 DV0639  ___________________________________________________________________
 DV0639  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0639  DYNAMIC HT  -         330.745 (meters)    1085.12  (feet)  COMP
 DV0639  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0639
 DV0639  VERT ORDER  -  SECOND    CLASS 0
 DV0639
 DV0639.The horizontal coordinates were scaled from a topographic map and have
 DV0639.an estimated accuracy of +/- 6 seconds.
 DV0639
 DV0639.The orthometric height was determined by differential leveling
 DV0639.and adjusted in November 1993.
 DV0639
 DV0639.The geoid height was determined by GEOID03.
 DV0639
 DV0639.The dynamic height is computed by dividing the NAVD 88
 DV0639.geopotential number by the normal gravity value computed on the
 DV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0639.degrees latitude (g = 980.6199 gals.).
 DV0639
 DV0639.The modeled gravity was interpolated from observed gravity values.
 DV0639
 DV0639;                    North         East    Units  Estimated Accuracy
 DV0639;SPC AZ C     -   272,900.      198,750.      MT  (+/- 180 meters Scaled)
 DV0639
 DV0639                          SUPERSEDED SURVEY CONTROL
 DV0639
 DV0639  NGVD 29 (??/??/92)  330.470  (m)         1084.22   (f) ADJ UNCH    2 0
 DV0639
 DV0639.Superseded values are not recommended for survey control.
 DV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0639.See file dsdata.txt to determine how the superseded data were derived.
 DV0639
 DV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC002029(NAD 83)
 DV0639_MARKER: DR = REFERENCE MARK DISK
 DV0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0639_SP_SET: CURB
 DV0639_STAMPING: CENTRAL NO 1 1963
 DV0639_MARK LOGO: CGS   
 DV0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0639
 DV0639  HISTORY     - Date     Condition        Report By
 DV0639  HISTORY     - 1963     MONUMENTED       CGS
 DV0639  HISTORY     - 1979     GOOD             AZDT
 DV0639  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0639
 DV0639                          STATION DESCRIPTION
 DV0639
 DV0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0639'IN PHOENIX.
 DV0639'AT THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST MORELAND STREET
 DV0639'IN PHOENIX, IN A SMALL OVAL PLOT OF GROUND AT THE NORTHEAST CORNER OF
 DV0639'LONG NARROW CITY PARK, 62.8 FEET NORTHEAST OF TRAVERSE STATION
 DV0639'CENTRAL, 63 FEET NORTH OF THE NORTH CURB OF WEST MORELAND STREET, 15.5
 DV0639'FEET EAST OF THE EAST EDGE OF THE SIDEWALK, AND SET IN TOP OF THE WEST
 DV0639'CONCRETE CURB OF NORTH CENTRAL AVENUE.
 DV0639
 DV0639                          STATION RECOVERY (1979)
 DV0639
 DV0639'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0639'RECOVERED IN GOOD CONDITION.
 DV0639
 DV0639                          STATION RECOVERY (2008)
 DV0639
 DV0639'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0639'THE WEST CONCRETE CURB OF NORTH CENTRAL AVENUE WAS REMOVED AT THIS
 DV0639'LOCATION FOR THE CONSTRUCTION OF INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0637 ***********************************************************************
 DV0637  DESIGNATION -  CENTRAL RM 2
 DV0637  PID         -  DV0637
 DV0637  STATE/COUNTY-  AZ/MARICOPA
 DV0637  USGS QUAD   -  PHOENIX (1982)
 DV0637
 DV0637                         *CURRENT SURVEY CONTROL
 DV0637  ___________________________________________________________________
 DV0637* NAD 83(1986)-  33 27 40.     (N)    112 04 26.     (W)     SCALED    
 DV0637* NAVD 88     -       331.032  (meters)    1086.06   (feet)  ADJUSTED  
 DV0637  ___________________________________________________________________
 DV0637  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0637  DYNAMIC HT  -         330.649 (meters)    1084.80  (feet)  COMP
 DV0637  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV0637
 DV0637  VERT ORDER  -  SECOND    CLASS 0
 DV0637
 DV0637.The horizontal coordinates were scaled from a topographic map and have
 DV0637.an estimated accuracy of +/- 6 seconds.
 DV0637
 DV0637.The orthometric height was determined by differential leveling
 DV0637.and adjusted in November 1993.
 DV0637
 DV0637.The geoid height was determined by GEOID03.
 DV0637
 DV0637.The dynamic height is computed by dividing the NAVD 88
 DV0637.geopotential number by the normal gravity value computed on the
 DV0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0637.degrees latitude (g = 980.6199 gals.).
 DV0637
 DV0637.The modeled gravity was interpolated from observed gravity values.
 DV0637
 DV0637;                    North         East    Units  Estimated Accuracy
 DV0637;SPC AZ C     -   272,900.      198,750.      MT  (+/- 180 meters Scaled)
 DV0637
 DV0637                          SUPERSEDED SURVEY CONTROL
 DV0637
 DV0637  NGVD 29 (??/??/92)  330.370  (m)         1083.89   (f) ADJ UNCH    2 0
 DV0637
 DV0637.Superseded values are not recommended for survey control.
 DV0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0637.See file dsdata.txt to determine how the superseded data were derived.
 DV0637
 DV0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC002029(NAD 83)
 DV0637_MARKER: DR = REFERENCE MARK DISK
 DV0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0637_SP_SET: CURB
 DV0637_STAMPING: CENTRAL NO 2 1963
 DV0637_MARK LOGO: CGS   
 DV0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0637
 DV0637  HISTORY     - Date     Condition        Report By
 DV0637  HISTORY     - 1963     MONUMENTED       CGS
 DV0637  HISTORY     - 1979     GOOD             AZDT
 DV0637  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0637
 DV0637                          STATION DESCRIPTION
 DV0637
 DV0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0637'IN PHOENIX.
 DV0637'AT THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST MORELAND STREET
 DV0637'IN PHOENIX, IN A SMALL OVAL PLOT OF GROUND AT THE NORTHEAST CORNER OF
 DV0637'LONG NARROW CITY PARK, 69.1 FEET SOUTHWEST OF TRAVERSE STATION
 DV0637'CENTRAL, 50 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 23.3 FEET NORTH
 DV0637'OF THE NORTH EDGE OF A SIDEWALK, AND SET IN TOP OF THE SOUTH CONCRETE
 DV0637'CURB OF WEST MORELAND STREET.
 DV0637
 DV0637                          STATION RECOVERY (1979)
 DV0637
 DV0637'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0637'RECOVERED IN GOOD CONDITION.
 DV0637
 DV0637                          STATION RECOVERY (2008)
 DV0637
 DV0637'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0637'WEST MORELAND STREET AND ITS CURBS AT THIS LOCATION WERE REMOVED FOR
 DV0637'THE CONSTRUCTION OF INTERSTATE HIGHWAY 10.
 DV0637' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0517 ***********************************************************************
 ER0517  DESIGNATION -  CERRO
 ER0517  PID         -  ER0517
 ER0517  STATE/COUNTY-  AZ/APACHE
 ER0517  USGS QUAD   -  WHITING KNOLL (1969)
 ER0517
 ER0517                         *CURRENT SURVEY CONTROL
 ER0517  ___________________________________________________________________
 ER0517* NAD 83(1992)-  34 14 16.01593(N)    109 30 17.95666(W)     ADJUSTED  
 ER0517* NAVD 88     -      2230.8    (meters)    7319.     (feet)  VERTCON   
 ER0517  ___________________________________________________________________
 ER0517  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ER0517  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 ER0517  HORZ ORDER  -  SECOND
 ER0517
 ER0517.The horizontal coordinates were established by classical geodetic methods
 ER0517.and adjusted by the National Geodetic Survey in August 1993.
 ER0517
 ER0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0517
 ER0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0517
 ER0517.The geoid height was determined by GEOID03.
 ER0517
 ER0517;                    North         East     Units Scale Factor Converg.
 ER0517;SPC AZ E     -   359,225.118   274,312.597   MT  0.99994578   +0 22 20.2
 ER0517;SPC AZ E     - 1,178,560.10    899,975.71   iFT  0.99994578   +0 22 20.2
 ER0517;UTM  12      - 3,789,532.065   637,681.023   MT  0.99983367   +0 50 28.6
 ER0517
 ER0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0517!SPC AZ E     -   0.99965350  x   0.99994578  =   0.99959930
 ER0517!UTM  12      -   0.99965350  x   0.99983367  =   0.99948723
 ER0517
 ER0517|---------------------------------------------------------------------|
 ER0517| PID    Reference Object                     Distance      Geod. Az  |
 ER0517|                                                           dddmmss.s |
 ER0517| CD1766 CERRO RM 1                           12.936 METERS 11820     |
 ER0517| ER0516 BARE                                APPROX. 1.6 KM 1684414.4 |
 ER0517| CD1767 CERRO RM 2                           12.876 METERS 29805     |
 ER0517|---------------------------------------------------------------------|
 ER0517
 ER0517                          SUPERSEDED SURVEY CONTROL
 ER0517
 ER0517  NAD 83(1986)-  34 14 16.01422(N)    109 30 17.96395(W) AD(       ) 2
 ER0517  NAD 27      -  34 14 15.85717(N)    109 30 15.62257(W) AD(       ) 2
 ER0517  NGVD 29 (07/19/86) 2229.8    (m)         7316.     (f) VERT ANG    3  
 ER0517
 ER0517.Superseded values are not recommended for survey control.
 ER0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0517.See file dsdata.txt to determine how the superseded data were derived.
 ER0517
 ER0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3768189532(NAD 83)
 ER0517_MARKER: DD = SURVEY DISK
 ER0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0517+STABILITY: SURFACE MOTION
 ER0517
 ER0517  HISTORY     - Date     Condition        Report By
 ER0517  HISTORY     - 1978     MONUMENTED       AZDT
 ER0517
 ER0517                          STATION DESCRIPTION
 ER0517
 ER0517'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0517'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF SPRINGERVILLE
 ER0517'IN THE NORTH R/W ALONG U.S. HWY. 60.
 ER0517'
 ER0517'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CERRO 1978---SET
 ER0517'IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS 71 FEET NORTH
 ER0517'OF HWY. CENTERLINE INSIDE THE R/W FENCE AND MARKED WITH A WITNESS POST
 ER0517'AND SIGN 2.8 FEET TO THE NORTH.
 ER0517'
 ER0517'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CERRO RM 2
 ER0517'1978---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ER0517'
 ER0517'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CERRO RM 1
 ER0517'1978---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ER0517'
 ER0517'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 180-666 AND
 ER0517'60, 5 MILES NORTHWEST OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 TO MILE
 ER0517'POST 372.63 AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6857 ***********************************************************************
 DH6857  PACS        -  This is a Primary Airport Control Station.
 DH6857  DESIGNATION -  CFT A
 DH6857  PID         -  DH6857
 DH6857  STATE/COUNTY-  AZ/GREENLEE
 DH6857  USGS QUAD   -  YORK (1986)
 DH6857
 DH6857                         *CURRENT SURVEY CONTROL
 DH6857  ___________________________________________________________________
 DH6857* NAD 83(2007)-  32 57 22.80498(N)    109 12 36.46419(W)     ADJUSTED  
 DH6857* NAVD 88     -      1146.27   (meters)    3760.7    (feet)  GPS OBS   
 DH6857  ___________________________________________________________________
 DH6857  EPOCH DATE  -        2007.00
 DH6857  X           -  -1,762,978.764 (meters)                     COMP
 DH6857  Y           -  -5,059,705.166 (meters)                     COMP
 DH6857  Z           -   3,450,505.835 (meters)                     COMP
 DH6857  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 DH6857  ELLIP HEIGHT-        1120.575 (meters)          (02/10/07) ADJUSTED
 DH6857  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DH6857
 DH6857  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6857  Type    PID    Designation                      North   East  Ellip
 DH6857  -------------------------------------------------------------------
 DH6857  NETWORK DH6857 CFT A                             0.45   0.35   0.90
 DH6857  -------------------------------------------------------------------
 DH6857
 DH6857.This mark is at Greenlee County Airport  (CFT)
 DH6857
 DH6857.The horizontal coordinates were established by GPS observations
 DH6857.and adjusted by the National Geodetic Survey in February 2007.
 DH6857
 DH6857.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6857.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6857.The horizontal coordinates are valid at the epoch date displayed above.
 DH6857.The epoch date for horizontal control is a decimal equivalence
 DH6857.of Year/Month/Day.
 DH6857
 DH6857.The orthometric height was determined by GPS observations and a
 DH6857.high-resolution geoid model.
 DH6857
 DH6857.GPS derived orthometric heights for airport stations designated as
 DH6857.PACS or SACS are published to 2 decimal places.  This maintains
 DH6857.centimeter relative accuracy between the PACS and SACS.  It does
 DH6857.not indicate centimeter accuracy relative to other marks which are
 DH6857.part of the NAVD 88 network.
 DH6857
 DH6857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6857
 DH6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6857
 DH6857.The ellipsoidal height was determined by GPS observations
 DH6857.and is referenced to NAD 83.
 DH6857
 DH6857.The geoid height was determined by GEOID03.
 DH6857
 DH6857;                    North         East     Units Scale Factor Converg.
 DH6857;SPC AZ E     -   217,315.483   302,788.298   MT  0.99999858   +0 31 13.4
 DH6857;SPC AZ E     -   712,977.31    993,399.93   iFT  0.99999858   +0 31 13.4
 DH6857;UTM  12      - 3,647,868.024   667,295.802   MT  0.99994510   +0 58 26.1
 DH6857
 DH6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6857!SPC AZ E     -   0.99982410  x   0.99999858  =   0.99982268
 DH6857!UTM  12      -   0.99982410  x   0.99994510  =   0.99976921
 DH6857
 DH6857                          SUPERSEDED SURVEY CONTROL
 DH6857
 DH6857  NAD 83(1992)-  32 57 22.80485(N)    109 12 36.46446(W) AD(       ) B
 DH6857  ELLIP H (09/21/05) 1120.569  (m)                       GP(       ) 4 2
 DH6857
 DH6857.Superseded values are not recommended for survey control.
 DH6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6857.See file dsdata.txt to determine how the superseded data were derived.
 DH6857
 DH6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6729647868(NAD 83)
 DH6857_MARKER: I = METAL ROD
 DH6857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6857_STAMPING: CFT A 2005
 DH6857_MARK LOGO: NGS   
 DH6857_PROJECTION: FLUSH
 DH6857_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6857+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DH6857_ROD/PIPE-DEPTH: 3.17 meters
 DH6857_SLEEVE-DEPTH  : 0.9 meters
 DH6857
 DH6857  HISTORY     - Date     Condition        Report By
 DH6857  HISTORY     - 20050616 MONUMENTED       WOOLPT
 DH6857  HISTORY     - 20060608 GOOD             GEOANA
 DH6857  HISTORY     - 20080310 GOOD             EVANS
 DH6857
 DH6857                          STATION DESCRIPTION
 DH6857
 DH6857'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (KCH)
 DH6857'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED ABOUT
 DH6857'16.2 KM (10.1 MI) SOUTH OF CLIFTON, ARIZONA AT THE GREENLEE COUNTY
 DH6857'AIRPORT. PERMISSION MUST BE OBTAINED BY THE AIRPORT MANAGER TO ENTER.
 DH6857'AIRPORT MANAGER--PHIL RONNERUD  928-865-4762
 DH6857' 
 DH6857'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 DH6857'AND US HIGHWAY 191.  GO NORTHEAST ON STATE HIGHWAY 78 FOR 1.77 KM (1.1
 DH6857'MI) TO COUNTY AIRPORT RD. TURN RIGHT (SOUTHEAST) ON COUNTY AIRPORT RD
 DH6857'FOR 0.4 KM (0.25 MI) TO THE TARMAC ACCESS GATE.  TURN RIGHT (WEST)
 DH6857'THROUGH THE GATE AND  ONTO THE TARMAC FOR 0.15 KM (0.1 MI) TO THE
 DH6857'RUNWAY.  CONTINUE ACROSS THE RUNWAY  AND THE STATION AHEAD.
 DH6857' 
 DH6857'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DH6857'REFUSAL AT A DEPTH OF 3.17 M (10.4 FT) ENCASED IN A 0.9 M (3.0 FT)
 DH6857'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DH6857'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 76.9 M
 DH6857'(252.5 FT)  SOUTH OF THE RUNWAY, 67.8 M (222.4 FT) SOUTHWEST OF AN
 DH6857'ELECTRIC VAULT, 20.2 M (66.2 FT) NORTH OF A BARBED WIRE FENCE, 0.9 M
 DH6857'(3 FT) EAST OF A FIBERGLASS WITNESS POST AND 0.9 M (3 FT) WEST OF A
 DH6857'FIBERGLASS WITNESS POST. THE POINT IS SURROUNDED  BY FOUR T-POSTS.
 DH6857'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 DH6857
 DH6857                          STATION RECOVERY (2006)
 DH6857
 DH6857'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (GM)
 DH6857'RECOVERED AS DESCRIBED WITH THE FOLLOWING MINOR CHANGE.  THE DIRECTION
 DH6857'OF TRAVEL AT THE TARMAC GATE IS SOUTH RATHER THAN WEST AS SHOWN.
 DH6857
 DH6857                          STATION RECOVERY (2008)
 DH6857
 DH6857'RECOVERY NOTE BY DAVID EVANS + ASSOC 2008
 DH6857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6855 ***********************************************************************
 DH6855  SACS        -  This is a Secondary Airport Control Station.
 DH6855  DESIGNATION -  CFT B
 DH6855  PID         -  DH6855
 DH6855  STATE/COUNTY-  AZ/GREENLEE
 DH6855  USGS QUAD   -  YORK (1986)
 DH6855
 DH6855                         *CURRENT SURVEY CONTROL
 DH6855  ___________________________________________________________________
 DH6855* NAD 83(2007)-  32 57 25.03640(N)    109 12 15.17950(W)     ADJUSTED  
 DH6855* NAVD 88     -      1154.45   (meters)    3787.6    (feet)  GPS OBS   
 DH6855  ___________________________________________________________________
 DH6855  EPOCH DATE  -        2007.00
 DH6855  X           -  -1,762,446.596 (meters)                     COMP
 DH6855  Y           -  -5,059,858.234 (meters)                     COMP
 DH6855  Z           -   3,450,567.982 (meters)                     COMP
 DH6855  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DH6855  ELLIP HEIGHT-        1128.768 (meters)          (02/10/07) ADJUSTED
 DH6855  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DH6855
 DH6855  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6855  Type    PID    Designation                      North   East  Ellip
 DH6855  -------------------------------------------------------------------
 DH6855  NETWORK DH6855 CFT B                             0.55   0.47   0.92
 DH6855  -------------------------------------------------------------------
 DH6855
 DH6855.This mark is at Greenlee County Airport  (CFT)
 DH6855
 DH6855.The horizontal coordinates were established by GPS observations
 DH6855.and adjusted by the National Geodetic Survey in February 2007.
 DH6855
 DH6855.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6855.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6855.The horizontal coordinates are valid at the epoch date displayed above.
 DH6855.The epoch date for horizontal control is a decimal equivalence
 DH6855.of Year/Month/Day.
 DH6855
 DH6855.The orthometric height was determined by GPS observations and a
 DH6855.high-resolution geoid model.
 DH6855
 DH6855.GPS derived orthometric heights for airport stations designated as
 DH6855.PACS or SACS are published to 2 decimal places.  This maintains
 DH6855.centimeter relative accuracy between the PACS and SACS.  It does
 DH6855.not indicate centimeter accuracy relative to other marks which are
 DH6855.part of the NAVD 88 network.
 DH6855
 DH6855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6855
 DH6855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6855
 DH6855.The ellipsoidal height was determined by GPS observations
 DH6855.and is referenced to NAD 83.
 DH6855
 DH6855.The geoid height was determined by GEOID03.
 DH6855
 DH6855;                    North         East     Units Scale Factor Converg.
 DH6855;SPC AZ E     -   217,389.259   303,340.452   MT  0.99999980   +0 31 25.0
 DH6855;SPC AZ E     -   713,219.35    995,211.46   iFT  0.99999980   +0 31 25.0
 DH6855;UTM  12      - 3,647,946.164   667,847.326   MT  0.99994738   +0 58 37.7
 DH6855
 DH6855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6855!SPC AZ E     -   0.99982281  x   0.99999980  =   0.99982261
 DH6855!UTM  12      -   0.99982281  x   0.99994738  =   0.99977020
 DH6855
 DH6855                          SUPERSEDED SURVEY CONTROL
 DH6855
 DH6855  NAD 83(1992)-  32 57 25.03623(N)    109 12 15.17980(W) AD(       ) 1
 DH6855  ELLIP H (09/21/05) 1128.763  (m)                       GP(       ) 4 2
 DH6855
 DH6855.Superseded values are not recommended for survey control.
 DH6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6855.See file dsdata.txt to determine how the superseded data were derived.
 DH6855
 DH6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6784747946(NAD 83)
 DH6855_MARKER: DH = HORIZONTAL CONTROL DISK
 DH6855_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6855_STAMPING: CFT B 2005
 DH6855_MARK LOGO: NGS   
 DH6855_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6855+STABILITY: SURFACE MOTION
 DH6855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6855+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DH6855
 DH6855  HISTORY     - Date     Condition        Report By
 DH6855  HISTORY     - 20050616 MONUMENTED       WOOLPT
 DH6855  HISTORY     - 20080310 GOOD             EVANS
 DH6855
 DH6855                          STATION DESCRIPTION
 DH6855
 DH6855'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (KCH)
 DH6855'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED ABOUT
 DH6855'16.2 KM (10.1) SOUTH OF CLIFTON, ARIZONA  AT THE GREENLEE COUNTY
 DH6855'AIRPORT. PERMISSION MUST BE OBTAINED BY THE AIRPORT MANAGER TO ENTER.
 DH6855'AIRPORT MANAGER--PHIL RONNERUD  928-865-4762
 DH6855' 
 DH6855'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 DH6855'AND US HIGHWAY 191.  GO NORTHEAST ON STATE HIGHWAY 78 FOR 1.8 KM (1.1
 DH6855'MI) TO COUNTY AIRPORT RD.  TURN RIGHT (SOUTHEAST) ON COUNTY AIRPORT RD
 DH6855'FOR 0.4 KM (0.25 MI) TO THE TARMAC ACCESS GATE.  TURN RIGHT (WEST)
 DH6855'THROUGH THE GATE AND  ONTO THE TARMAC FOR APPROXIMATELY 61 KM (200 FT)
 DH6855'TO THE TAXIWAY.  TURN LEFT  (SOUTHEAST) ON THE TAXIWAY FOR 0.64 KM
 DH6855'(0.4 MI) TO THE END OF THE TAXIWAY.   TURN RIGHT (WEST) ON THE TAXIWAY
 DH6855'AND PROCEED TO THE STOP BAR AND RUNWAY.   PROCEED ACROSS THE RUNWAY
 DH6855'AND NORTHWEST TO THE STATION AHEAD.
 DH6855' 
 DH6855'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DH6855'POST. SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. IT IS
 DH6855'66.9 M (219.4 FT) SOUTH OF THE RUNWAY, 63.6 M (208.5 FT) SOUTHEAST OF
 DH6855'A RUNWAY LIGHT, 30.9 M (101.4 FT) NORTH OF A BARBED WIRE FENCE, 0.9 M
 DH6855'(3 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.9 M (3 FT) SOUTH OF A
 DH6855'FIBERGLASS WITNESS POST. SURROUNDED BY FOUR T-POSTS. THIS STATION IS
 DH6855'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 DH6855
 DH6855                          STATION RECOVERY (2008)
 DH6855
 DH6855'RECOVERY NOTE BY DAVID EVANS + ASSOC 2008
 DH6855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6856 ***********************************************************************
 DH6856  SACS        -  This is a Secondary Airport Control Station.
 DH6856  DESIGNATION -  CFT C
 DH6856  PID         -  DH6856
 DH6856  STATE/COUNTY-  AZ/GREENLEE
 DH6856  USGS QUAD   -  YORK (1986)
 DH6856
 DH6856                         *CURRENT SURVEY CONTROL
 DH6856  ___________________________________________________________________
 DH6856* NAD 83(2007)-  32 57 19.80354(N)    109 13 09.53076(W)     ADJUSTED  
 DH6856* NAVD 88     -      1132.86   (meters)    3716.7    (feet)  GPS OBS   
 DH6856  ___________________________________________________________________
 DH6856  EPOCH DATE  -        2007.00
 DH6856  X           -  -1,763,802.720 (meters)                     COMP
 DH6856  Y           -  -5,059,459.340 (meters)                     COMP
 DH6856  Z           -   3,450,420.929 (meters)                     COMP
 DH6856  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DH6856  ELLIP HEIGHT-        1107.145 (meters)          (02/10/07) ADJUSTED
 DH6856  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DH6856
 DH6856  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6856  Type    PID    Designation                      North   East  Ellip
 DH6856  -------------------------------------------------------------------
 DH6856  NETWORK DH6856 CFT C                             0.61   0.47   0.94
 DH6856  -------------------------------------------------------------------
 DH6856
 DH6856.This mark is at Greenlee County Airport  (CFT)
 DH6856
 DH6856.The horizontal coordinates were established by GPS observations
 DH6856.and adjusted by the National Geodetic Survey in February 2007.
 DH6856
 DH6856.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6856.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6856.The horizontal coordinates are valid at the epoch date displayed above.
 DH6856.The epoch date for horizontal control is a decimal equivalence
 DH6856.of Year/Month/Day.
 DH6856
 DH6856.The orthometric height was determined by GPS observations and a
 DH6856.high-resolution geoid model.
 DH6856
 DH6856.GPS derived orthometric heights for airport stations designated as
 DH6856.PACS or SACS are published to 2 decimal places.  This maintains
 DH6856.centimeter relative accuracy between the PACS and SACS.  It does
 DH6856.not indicate centimeter accuracy relative to other marks which are
 DH6856.part of the NAVD 88 network.
 DH6856
 DH6856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6856
 DH6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6856
 DH6856.The ellipsoidal height was determined by GPS observations
 DH6856.and is referenced to NAD 83.
 DH6856
 DH6856.The geoid height was determined by GEOID03.
 DH6856
 DH6856;                    North         East     Units Scale Factor Converg.
 DH6856;SPC AZ E     -   217,215.260   301,930.361   MT  0.99999670   +0 30 55.4
 DH6856;SPC AZ E     -   712,648.49    990,585.17   iFT  0.99999670   +0 30 55.4
 DH6856;UTM  12      - 3,647,761.020   666,438.733   MT  0.99994157   +0 58 08.0
 DH6856
 DH6856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6856!SPC AZ E     -   0.99982621  x   0.99999670  =   0.99982291
 DH6856!UTM  12      -   0.99982621  x   0.99994157  =   0.99976779
 DH6856
 DH6856                          SUPERSEDED SURVEY CONTROL
 DH6856
 DH6856  NAD 83(1992)-  32 57 19.80337(N)    109 13 09.53104(W) AD(       ) 1
 DH6856  ELLIP H (09/21/05) 1107.139  (m)                       GP(       ) 4 2
 DH6856
 DH6856.Superseded values are not recommended for survey control.
 DH6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6856.See file dsdata.txt to determine how the superseded data were derived.
 DH6856
 DH6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6643947761(NAD 83)
 DH6856_MARKER: DD = SURVEY DISK
 DH6856_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6856_STAMPING: CFT C 2005
 DH6856_MARK LOGO: NGS   
 DH6856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6856+STABILITY: SURFACE MOTION
 DH6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6856+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DH6856
 DH6856  HISTORY     - Date     Condition        Report By
 DH6856  HISTORY     - 20050616 MONUMENTED       WOOLPT
 DH6856  HISTORY     - 20080310 GOOD             EVANS
 DH6856
 DH6856                          STATION DESCRIPTION
 DH6856
 DH6856'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (KCH)
 DH6856'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED ABOUT
 DH6856'16.2 KM (10.1) SOUTH OF CLIFTON, ARIZONA AT THE GREENLEE COUNTY
 DH6856'AIRPORT.  PERMISSION MUST BE OBTAINED BY THE AIRPORT MANAGER TO ENTER.
 DH6856'AIRPORT MANAGER--PHIL RONNERUD  928-865-4762
 DH6856' 
 DH6856'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 DH6856'AND US HIGHWAY 191.  GO NORTHEAST ON STATE HIGHWAY 78 FOR 1.8 KM (1.1
 DH6856'MI) TO COUNTY AIRPORT RD.  TURN RIGHT (SOUTHEAST) ON COUNTY AIRPORT RD
 DH6856'FOR 0.4 KM (0.25 MI) TO THE TARMAC ACCESS GATE.  TURN RIGHT (WEST)
 DH6856'THROUGH THE GATE AND  ONTO THE TARMAC FOR 0.15 KM (0.1 MI) TO THE
 DH6856'RUNWAY.  TURN RIGHT (NORTHWEST)  ON THE RUNWAY FOR 0.8 KM (0.5 MI) TO
 DH6856'THE END OF THE RUNWAY AND THE STATION ON THE LEFT.
 DH6856' 
 DH6856'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CONCRETE
 DH6856'POST. SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. IT IS
 DH6856'80.3 M (263.3 FT) SOUTH OF THE END OF RUNWAY EXTENDED, 31.2 M (102.4
 DH6856'FT) SOUTH OF A WINDSOCK, AND  19.1 M (62.7 FT) NORTH OF A BARBED WIRE
 DH6856'FENCE, 0.9 M (3 FT) NORTH OF A FIBERGLASS  WITNESS POST AND 0.9 M (3
 DH6856'FT) SOUTH OF A FIBERGLASS WITNESS POST. SURROUNDED BY  FOUR T-POSTS.
 DH6856'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 DH6856
 DH6856                          STATION RECOVERY (2008)
 DH6856
 DH6856'RECOVERY NOTE BY DAVID EVANS + ASSOC 2008
 DH6856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4646 ***********************************************************************
 DK4646  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4646  DESIGNATION -  CG 109A
 DK4646  PID         -  DK4646
 DK4646  STATE/COUNTY-  AZ/PINAL
 DK4646  USGS QUAD   -  CASA GRANDE EAST (1992)
 DK4646
 DK4646                         *CURRENT SURVEY CONTROL
 DK4646  ___________________________________________________________________
 DK4646* NAD 83(2007)-  32 55 00.35822(N)    111 44 22.32620(W)     ADJUSTED  
 DK4646* NAVD 88     -       424.00   (meters)    1391.1    (feet)  GPS OBS   
 DK4646  ___________________________________________________________________
 DK4646  EPOCH DATE  -        2007.00
 DK4646  X           -  -1,985,214.576 (meters)                     COMP
 DK4646  Y           -  -4,978,621.492 (meters)                     COMP
 DK4646  Z           -   3,446,427.302 (meters)                     COMP
 DK4646  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DK4646  ELLIP HEIGHT-         393.854 (meters)          (04/23/08) ADJUSTED
 DK4646  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DK4646  HORZ ORDER  -  B
 DK4646  ELLP ORDER  -  FOURTH    CLASS I
 DK4646
 DK4646.The horizontal coordinates were established by GPS observations
 DK4646.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4646
 DK4646.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4646.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4646.The horizontal coordinates are valid at the epoch date displayed above.
 DK4646.The epoch date for horizontal control is a decimal equivalence
 DK4646.of Year/Month/Day.
 DK4646
 DK4646.The orthometric height was determined by GPS observations and a
 DK4646.high-resolution geoid model.
 DK4646.The orthometric height was determined by GPS observations and a
 DK4646.high-resolution geoid model using precise GPS observation and
 DK4646.processing techniques.
 DK4646
 DK4646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4646
 DK4646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4646
 DK4646.The ellipsoidal height was determined by GPS observations
 DK4646.and is referenced to NAD 83.
 DK4646
 DK4646.The geoid height was determined by GEOID03.
 DK4646
 DK4646;                    North         East     Units Scale Factor Converg.
 DK4646;SPC AZ C     -   212,535.441   229,927.398   MT  0.99990338   +0 05 46.5
 DK4646;SPC AZ C     -   697,294.75    754,354.98   iFT  0.99990338   +0 05 46.5
 DK4646;UTM  12      - 3,642,302.216   430,850.131   MT  0.99965896   -0 24 06.8
 DK4646
 DK4646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4646!SPC AZ C     -   0.99993817  x   0.99990338  =   0.99984155
 DK4646!UTM  12      -   0.99993817  x   0.99965896  =   0.99959715
 DK4646
 DK4646                          SUPERSEDED SURVEY CONTROL
 DK4646
 DK4646.No superseded survey control is available for this station.
 DK4646
 DK4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3085042302(NAD 83)
 DK4646_MARKER: F = FLANGE-ENCASED ROD
 DK4646_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4646_STAMPING: CG 109A
 DK4646_MARK LOGO: NGS   
 DK4646_PROJECTION: FLUSH
 DK4646_MAGNETIC: I = MARKER IS A STEEL ROD
 DK4646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4646+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4646_ROD/PIPE-DEPTH:  7.5 meters
 DK4646_SLEEVE-DEPTH  :  0.6 meters
 DK4646
 DK4646  HISTORY     - Date     Condition        Report By
 DK4646  HISTORY     - 20060830 MONUMENTED       MHD
 DK4646
 DK4646                          STATION DESCRIPTION
 DK4646
 DK4646'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4646'THE MARK IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTH-NORTHEAST OF
 DK4646'CHUICHU, 11.0 MI (17.7 KM) SOUTH OF SACATON AND 2.8 MI (4.4 KM)
 DK4646'NORTH-NORTHEAST OF CASA GRANDE ON CITY OF CASA GRANDE PROPERTY AT
 DK4646'ROTARY PARK.
 DK4646' 
 DK4646'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4646'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 DK4646'FLORENCE BOULEVARD 1.0 MI (1.6 KM) TO TREKELL ROAD.  TURN LEFT ON
 DK4646'TREKELL AND GO NORTH 2.6 MI (4.2 KM) TO CASITA VERDE DRIVE.  CONTINUE
 DK4646'NORTH ON TREKELL ROAD 330 FT (100 M) TO ENTRANCE OF ROTARY PARK ON
 DK4646'RIGHT.  TURN RIGHT AND GO EAST TO ROTARY PARK ENTRANCE SIGN.  STATION
 DK4646'IS STAINLESS STEEL ROD IN A MONUMENT WELL ON SOUTH BERM OF PARK
 DK4646'ENTRANCE, 7.5 FT (2.3 M) SOUTH OF ROTARY PARK SIGN.  STATION IS 24.5
 DK4646'FT (7.5 M) OF STAINLESS STEEL ROD DRIVEN TO REFUSAL IN STANDARD NGS
 DK4646'WELL MONUMENT WITH RIM MARKED 'CG 109A'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4647 ***********************************************************************
 DK4647  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4647  DESIGNATION -  CG 131
 DK4647  PID         -  DK4647
 DK4647  STATE/COUNTY-  AZ/PINAL
 DK4647  USGS QUAD   -  CASA GRANDE EAST (1992)
 DK4647
 DK4647                         *CURRENT SURVEY CONTROL
 DK4647  ___________________________________________________________________
 DK4647* NAD 83(2007)-  32 53 39.11011(N)    111 43 52.66402(W)     ADJUSTED  
 DK4647* NAVD 88     -       426.95   (meters)    1400.8    (feet)  GPS OBS   
 DK4647  ___________________________________________________________________
 DK4647  EPOCH DATE  -        2007.00
 DK4647  X           -  -1,985,002.995 (meters)                     COMP
 DK4647  Y           -  -4,980,172.409 (meters)                     COMP
 DK4647  Z           -   3,444,327.370 (meters)                     COMP
 DK4647  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DK4647  ELLIP HEIGHT-         396.799 (meters)          (04/23/08) ADJUSTED
 DK4647  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DK4647  HORZ ORDER  -  B
 DK4647  ELLP ORDER  -  FOURTH    CLASS I
 DK4647
 DK4647.The horizontal coordinates were established by GPS observations
 DK4647.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4647
 DK4647.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4647.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4647.The horizontal coordinates are valid at the epoch date displayed above.
 DK4647.The epoch date for horizontal control is a decimal equivalence
 DK4647.of Year/Month/Day.
 DK4647
 DK4647.The orthometric height was determined by GPS observations and a
 DK4647.high-resolution geoid model.
 DK4647.The orthometric height was determined by GPS observations and a
 DK4647.high-resolution geoid model using precise GPS observation and
 DK4647.processing techniques.
 DK4647
 DK4647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4647
 DK4647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4647
 DK4647.The ellipsoidal height was determined by GPS observations
 DK4647.and is referenced to NAD 83.
 DK4647
 DK4647.The geoid height was determined by GEOID03.
 DK4647
 DK4647;                    North         East     Units Scale Factor Converg.
 DK4647;SPC AZ C     -   210,034.055   230,702.451   MT  0.99990371   +0 06 02.4
 DK4647;SPC AZ C     -   689,088.11    756,897.81   iFT  0.99990371   +0 06 02.4
 DK4647;UTM  12      - 3,639,794.803   431,603.228   MT  0.99965768   -0 23 49.8
 DK4647
 DK4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4647!SPC AZ C     -   0.99993771  x   0.99990371  =   0.99984142
 DK4647!UTM  12      -   0.99993771  x   0.99965768  =   0.99959541
 DK4647
 DK4647                          SUPERSEDED SURVEY CONTROL
 DK4647
 DK4647.No superseded survey control is available for this station.
 DK4647
 DK4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3160339795(NAD 83)
 DK4647_MARKER: DD = SURVEY DISK
 DK4647_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4647_STAMPING: CITY OF CASA GRANDE GC 131
 DK4647_MARK LOGO: NONE  
 DK4647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4647+STABILITY: SURFACE MOTION
 DK4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4647+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4647
 DK4647  HISTORY     - Date     Condition        Report By
 DK4647  HISTORY     - 20060830 MONUMENTED       MHD
 DK4647
 DK4647                          STATION DESCRIPTION
 DK4647
 DK4647'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4647'THE MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) SOUTH OF SACATON, 10.2 MI
 DK4647'(16.5 KM) NORTH-NORTHEAST OF CHUICHU AND 1.8 MI (2.9 KM) NORTHEAST OF
 DK4647'CASA GRANDE IN CITY OF CASA GRANDE RIGHT-OF-WAY.
 DK4647' 
 DK4647'TO REACH THE STATION  FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4647'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 DK4647'FLORENCE BOULEVARD  1.0 MI (1.6 KM) TO TREKELL ROAD.  TURN LEFT AND GO
 DK4647'NORTH ON TREKELL ROAD 1.0 MI (1.6 KM) TO COTTONWOOD LANE.  TURN RIGHT
 DK4647'AND GO EAST ON COTTONWOOD LANE 0.5 MI (0.8 KM) TO MONUMENT ON LEFT
 DK4647'BEING THE SOUTH  CORNER OF SECTION 16, T 6 S, R 6 E, GILA AND SALT
 DK4647'RIVER MERIDIAN.  MONUMENT IS CITY OF CASA GRANDE BRASS CAP IN STANDARD
 DK4647'ADOT MONUMENT WELL 6 FT (1.8 M) NORTH OF CURB, AND 10.5 FT (3.2 M)
 DK4647'EAST OF BOX CULVERT UNDER COTTONWOOD LANE.
 DK4647' 
 DK4647'NOTE--LID OF MONUMENT WELL IS MARKED 'SEWER'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4641 ***********************************************************************
 DK4641  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4641  DESIGNATION -  CG 177
 DK4641  PID         -  DK4641
 DK4641  STATE/COUNTY-  AZ/PINAL
 DK4641  USGS QUAD   -  CASA GRANDE WEST (1992)
 DK4641
 DK4641                         *CURRENT SURVEY CONTROL
 DK4641  ___________________________________________________________________
 DK4641* NAD 83(2007)-  32 55 50.68908(N)    111 45 22.24173(W)     ADJUSTED  
 DK4641* NAVD 88     -       427.41   (meters)    1402.3    (feet)  GPS OBS   
 DK4641  ___________________________________________________________________
 DK4641  EPOCH DATE  -        2007.00
 DK4641  X           -  -1,986,349.351 (meters)                     COMP
 DK4641  Y           -  -4,977,264.524 (meters)                     COMP
 DK4641  Z           -   3,447,730.732 (meters)                     COMP
 DK4641  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DK4641  ELLIP HEIGHT-         397.270 (meters)          (04/23/08) ADJUSTED
 DK4641  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DK4641  HORZ ORDER  -  B
 DK4641  ELLP ORDER  -  FOURTH    CLASS I
 DK4641
 DK4641.The horizontal coordinates were established by GPS observations
 DK4641.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4641
 DK4641.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4641.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4641.The horizontal coordinates are valid at the epoch date displayed above.
 DK4641.The epoch date for horizontal control is a decimal equivalence
 DK4641.of Year/Month/Day.
 DK4641
 DK4641.The orthometric height was determined by GPS observations and a
 DK4641.high-resolution geoid model.
 DK4641.The orthometric height was determined by GPS observations and a
 DK4641.high-resolution geoid model using precise GPS observation and
 DK4641.processing techniques.
 DK4641
 DK4641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4641
 DK4641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4641
 DK4641.The ellipsoidal height was determined by GPS observations
 DK4641.and is referenced to NAD 83.
 DK4641
 DK4641.The geoid height was determined by GEOID03.
 DK4641
 DK4641;                    North         East     Units Scale Factor Converg.
 DK4641;SPC AZ C     -   214,083.310   228,368.371   MT  0.99990278   +0 05 14.1
 DK4641;SPC AZ C     -   702,373.06    749,240.06   iFT  0.99990278   +0 05 14.1
 DK4641;UTM  12      - 3,643,863.204   429,304.998   MT  0.99966162   -0 24 39.9
 DK4641
 DK4641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4641!SPC AZ C     -   0.99993763  x   0.99990278  =   0.99984042
 DK4641!UTM  12      -   0.99993763  x   0.99966162  =   0.99959927
 DK4641
 DK4641                          SUPERSEDED SURVEY CONTROL
 DK4641
 DK4641.No superseded survey control is available for this station.
 DK4641
 DK4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2930543863(NAD 83)
 DK4641_MARKER: DD = SURVEY DISK
 DK4641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4641_STAMPING: CG 177 LS20358 2006 CITY OF CASA GRANDE
 DK4641_MARK LOGO: NONE  
 DK4641_PROJECTION: FLUSH
 DK4641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4641+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4641
 DK4641  HISTORY     - Date     Condition        Report By
 DK4641  HISTORY     - 20060830 MONUMENTED       MHD
 DK4641
 DK4641                          STATION DESCRIPTION
 DK4641
 DK4641'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4641'THE MARK IS LOCATED ABOUT 12.3 MI (19.7 KM) SOUTHWEST OF BLACKWATER,
 DK4641'10.1 MI (16.3 KM) SOUTH OF SACATON AND 3.5 MI (5.7 KM) NORTH OF CASA
 DK4641'GRANDE LOCATED ON EL PASO GAS RIGHT-OF-WAY.
 DK4641' 
 DK4641'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4641'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO NORTH ON PINAL
 DK4641'AVENUE 3.5 MI (5.7 KM) TO EL PASO NATURAL GAS LINE CROSSING.  THE
 DK4641'STATION IS 195 FT (59.4 M) EAST OF THE CENTERLINE OF PINAL AVENUE,
 DK4641'104.5 FT (31.9 M) EAST OF RIGHT-OF-WAY FENCE, 50 FT (15.2 M) NORTH OF
 DK4641'EL PASO GAS LINE MARKERS, AND 2 FT (0.6 M) NORTHWEST OF A WITNESS
 DK4641'SIGN.  MONUMENT IS CITY OF CASA GRANDE BRASS CAP IN CONCRETE POST
 DK4641'FLUSH WITH NATURAL GROUND MARKED 'CG 177'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4642 ***********************************************************************
 DK4642  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4642  DESIGNATION -  CG 5
 DK4642  PID         -  DK4642
 DK4642  STATE/COUNTY-  AZ/PINAL
 DK4642  USGS QUAD   -  CASA GRANDE EAST (1992)
 DK4642
 DK4642                         *CURRENT SURVEY CONTROL
 DK4642  ___________________________________________________________________
 DK4642* NAD 83(2007)-  32 53 01.16423(N)    111 44 54.61868(W)     ADJUSTED  
 DK4642* NAVD 88     -       427.73   (meters)    1403.3    (feet)  GPS OBS   
 DK4642  ___________________________________________________________________
 DK4642  EPOCH DATE  -        2007.00
 DK4642  X           -  -1,986,734.225 (meters)                     COMP
 DK4642  Y           -  -4,980,166.169 (meters)                     COMP
 DK4642  Z           -   3,443,346.106 (meters)                     COMP
 DK4642  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DK4642  ELLIP HEIGHT-         397.556 (meters)          (04/23/08) ADJUSTED
 DK4642  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DK4642  HORZ ORDER  -  B
 DK4642  ELLP ORDER  -  FOURTH    CLASS I
 DK4642
 DK4642.The horizontal coordinates were established by GPS observations
 DK4642.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4642
 DK4642.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4642.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4642.The horizontal coordinates are valid at the epoch date displayed above.
 DK4642.The epoch date for horizontal control is a decimal equivalence
 DK4642.of Year/Month/Day.
 DK4642
 DK4642.The orthometric height was determined by GPS observations and a
 DK4642.high-resolution geoid model.
 DK4642.The orthometric height was determined by GPS observations and a
 DK4642.high-resolution geoid model using precise GPS observation and
 DK4642.processing techniques.
 DK4642
 DK4642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4642
 DK4642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4642
 DK4642.The ellipsoidal height was determined by GPS observations
 DK4642.and is referenced to NAD 83.
 DK4642
 DK4642.The geoid height was determined by GEOID03.
 DK4642
 DK4642;                    North         East     Units Scale Factor Converg.
 DK4642;SPC AZ C     -   208,862.502   229,094.259   MT  0.99990305   +0 05 28.7
 DK4642;SPC AZ C     -   685,244.43    751,621.58   iFT  0.99990305   +0 05 28.7
 DK4642;UTM  12      - 3,638,637.548   429,985.315   MT  0.99966044   -0 24 23.1
 DK4642
 DK4642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4642!SPC AZ C     -   0.99993759  x   0.99990305  =   0.99984064
 DK4642!UTM  12      -   0.99993759  x   0.99966044  =   0.99959805
 DK4642
 DK4642                          SUPERSEDED SURVEY CONTROL
 DK4642
 DK4642.No superseded survey control is available for this station.
 DK4642
 DK4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2998538638(NAD 83)
 DK4642_MARKER: DD = SURVEY DISK
 DK4642_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK4642_SP_SET: IN PAVEMENT OF PARKING AREA
 DK4642_STAMPING: CG 5 LS20358 2006 CITY OF CASA GRANDE
 DK4642_MARK LOGO: NONE  
 DK4642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4642+STABILITY: SURFACE MOTION
 DK4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4642+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4642
 DK4642  HISTORY     - Date     Condition        Report By
 DK4642  HISTORY     - 20060830 MONUMENTED       GEOANA
 DK4642
 DK4642                          STATION DESCRIPTION
 DK4642
 DK4642'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DK4642'THE MARK IS LOCATED ABOUT 12.4 MI (19.9 KM) EAST OF STANFIELD, 9.3 MI
 DK4642'(15.0 KM) NORTH-NORTHEAST OF CHUICHU AND 0.6 MI (0.9 KM)
 DK4642'EAST-NORTHEAST OF CASA GRANDE.
 DK4642' 
 DK4642'TO REACH FROM THE INTERSECTION OF INTERSTATE 10 AND FLORENCE BOULEVARD
 DK4642'(ARIZONA STATE HIGHWAY 287), GO WEST ON FLORENCE BOULEVARD 3.4 MI (5.5
 DK4642'KM) TO MORRISON AVENUE.  TURN RIGHT ON MORRISON AVENUE AND GO NORTH
 DK4642'0.2 MI (0.3 KM) TO EAST 10TH STREET.  TURN LEFT ON EAST 10TH STREET
 DK4642'AND GO WEST 0.1 MI (0.2 KM) TO CASA GRANDE AVENUE.  TURN RIGHT CASA
 DK4642'GRANDE AVENUE AND GO NORTH ON  320 FT (100 M) TO A PARKING LOT
 DK4642'ENTRANCE ON THE RIGHT (EAST) SIDE OF THE ROAD.  TURN RIGHT INTO
 DK4642'PARKING LOT AND GO 160 FT (50 M) SOUTHEASTERLY TO ENTRANCE OF A FENCED
 DK4642'PARKING AREA CONTAINING THE STATION.
 DK4642' 
 DK4642'THE STATION IS A 3 INCH (8 CM) DISK SET IN CONCRETE FLUSH WITH THE
 DK4642'PAVEMENT IN THE NORTHWEST PARKING STALL OF THE (FENCED) NORTH PARKING
 DK4642'LOT OF A CITY OF CASA GRANDE BUILDING AT 402 EAST 10TH STREET (ON THE
 DK4642'NORTHEAST CORNER OF 10TH STREET AND CASA GRANDE AVENUE).  THE DISK IS
 DK4642'MARKED 'CG 5 LS20358 2006' WITH AGENCY LOGO 'CITY OF CASA GRANDE'.
 DK4642'THE STATION IS LOCATED 50 FT (15 M) NORTH OF THE BUILDING AND 20 FT (6
 DK4642'M) SOUTHEAST OF THE NORTHWEST CORNER OF THE NORTH PARKING LOT FENCE.
 DK4642'THE STATION IS LOCATED IN A LOCKED FENCED AREA.  FOR ACCESS CONTACT
 DK4642'THE CITY OF CASA GRANDE AT 520-421-2035.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4640 ***********************************************************************
 DK4640  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4640  DESIGNATION -  CG AIR 1
 DK4640  PID         -  DK4640
 DK4640  STATE/COUNTY-  AZ/PINAL
 DK4640  USGS QUAD   -  CASA GRANDE WEST (1992)
 DK4640
 DK4640                         *CURRENT SURVEY CONTROL
 DK4640  ___________________________________________________________________
 DK4640* NAD 83(2007)-  32 57 09.85663(N)    111 45 38.22539(W)     ADJUSTED  
 DK4640* NAVD 88     -       442.31   (meters)    1451.1    (feet)  GPS OBS   
 DK4640  ___________________________________________________________________
 DK4640  EPOCH DATE  -        2007.00
 DK4640  X           -  -1,986,247.980 (meters)                     COMP
 DK4640  Y           -  -4,975,890.422 (meters)                     COMP
 DK4640  Z           -   3,449,785.743 (meters)                     COMP
 DK4640  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DK4640  ELLIP HEIGHT-         412.199 (meters)          (04/23/08) ADJUSTED
 DK4640  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DK4640  HORZ ORDER  -  B
 DK4640  ELLP ORDER  -  FOURTH    CLASS I
 DK4640
 DK4640.The horizontal coordinates were established by GPS observations
 DK4640.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4640
 DK4640.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4640.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4640.The horizontal coordinates are valid at the epoch date displayed above.
 DK4640.The epoch date for horizontal control is a decimal equivalence
 DK4640.of Year/Month/Day.
 DK4640
 DK4640.The orthometric height was determined by GPS observations and a
 DK4640.high-resolution geoid model.
 DK4640.The orthometric height was determined by GPS observations and a
 DK4640.high-resolution geoid model using precise GPS observation and
 DK4640.processing techniques.
 DK4640
 DK4640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4640
 DK4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4640
 DK4640.The ellipsoidal height was determined by GPS observations
 DK4640.and is referenced to NAD 83.
 DK4640
 DK4640.The geoid height was determined by GEOID03.
 DK4640
 DK4640;                    North         East     Units Scale Factor Converg.
 DK4640;SPC AZ C     -   216,521.322   227,949.553   MT  0.99990262   +0 05 05.6
 DK4640;SPC AZ C     -   710,371.79    747,865.99   iFT  0.99990262   +0 05 05.6
 DK4640;UTM  12      - 3,646,304.179   428,907.502   MT  0.99966232   -0 24 49.5
 DK4640
 DK4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4640!SPC AZ C     -   0.99993529  x   0.99990262  =   0.99983791
 DK4640!UTM  12      -   0.99993529  x   0.99966232  =   0.99959763
 DK4640
 DK4640                          SUPERSEDED SURVEY CONTROL
 DK4640
 DK4640.No superseded survey control is available for this station.
 DK4640
 DK4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2890846304(NAD 83)
 DK4640_MARKER: F = FLANGE-ENCASED ROD
 DK4640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4640_STAMPING: CG AIR 1
 DK4640_MARK LOGO: NGS   
 DK4640_PROJECTION: PROJECTING 1 CENTIMETERS
 DK4640_MAGNETIC: I = MARKER IS A STEEL ROD
 DK4640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4640+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4640_ROD/PIPE-DEPTH:  4.1 meters
 DK4640_SLEEVE-DEPTH  :  0.6 meters
 DK4640
 DK4640  HISTORY     - Date     Condition        Report By
 DK4640  HISTORY     - 20060830 MONUMENTED       MHD
 DK4640
 DK4640                          STATION DESCRIPTION
 DK4640
 DK4640'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4640'THE MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) WEST-SOUTHWEST OF
 DK4640'BLACKWATER, 8.6 MI (13.9 KM) SOUTH OF SACATON AND 5.1 MI (8.1 KM)
 DK4640'NORTH OF CASA GRANDE ON PROPERTY OWNED BY CITY OF CASA GRANDE (PUBLIC
 DK4640'WORKS / AIRPORT).
 DK4640' 
 DK4640'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4640'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), NORTH 4.6 MI (7.4
 DK4640'KM) ON PINAL AVENUE TO CENTENNIAL ROAD.  TURN LEFT AND GO WEST 0.22 MI
 DK4640'(0.4 KM) TO LEAR AVENUE.  TURN RIGHT AND GO EAST ON LEAR AVENUE TO END
 DK4640'AT CITY OF CASA GRANDE COMPLEX (3181 NORTH LEAR AVENUE).  STATION IS
 DK4640'370 FT (110 M) NORTH OF CENTER CUL-DE-SAC OF LEAR AVENUE, 37 FT (11.3
 DK4640'M) NORTH OF THE NORTHEAST CORNER OF PARKING LOT, 25.3 FT (7.7 M) WEST
 DK4640'OF A CHAIN LINK FENCE, AND 78 FT (23.8 M) SOUTH OF THE SOUTH EDGE OF
 DK4640'TATI WAY.  MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL IN
 DK4640'STANDARD NGS MONUMENT WELL WITH RIM MARKED 'CG AIR 1'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4639 ***********************************************************************
 DK4639  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4639  DESIGNATION -  CG NMP
 DK4639  PID         -  DK4639
 DK4639  STATE/COUNTY-  AZ/PINAL
 DK4639  USGS QUAD   -  CASA GRANDE EAST (1992)
 DK4639
 DK4639                         *CURRENT SURVEY CONTROL
 DK4639  ___________________________________________________________________
 DK4639* NAD 83(2007)-  32 59 32.56395(N)    111 41 33.29779(W)     ADJUSTED  
 DK4639* NAVD 88     -       519.68   (meters)    1705.0    (feet)  GPS OBS   
 DK4639  ___________________________________________________________________
 DK4639  EPOCH DATE  -        2007.00
 DK4639  X           -  -1,979,477.588 (meters)                     COMP
 DK4639  Y           -  -4,976,082.541 (meters)                     COMP
 DK4639  Z           -   3,453,516.422 (meters)                     COMP
 DK4639  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DK4639  ELLIP HEIGHT-         489.726 (meters)          (04/23/08) ADJUSTED
 DK4639  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DK4639  HORZ ORDER  -  B
 DK4639  ELLP ORDER  -  FOURTH    CLASS I
 DK4639
 DK4639.The horizontal coordinates were established by GPS observations
 DK4639.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4639
 DK4639.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4639.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4639.The horizontal coordinates are valid at the epoch date displayed above.
 DK4639.The epoch date for horizontal control is a decimal equivalence
 DK4639.of Year/Month/Day.
 DK4639
 DK4639.The orthometric height was determined by GPS observations and a
 DK4639.high-resolution geoid model.
 DK4639.The orthometric height was determined by GPS observations and a
 DK4639.high-resolution geoid model using precise GPS observation and
 DK4639.processing techniques.
 DK4639
 DK4639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4639
 DK4639.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4639
 DK4639.The ellipsoidal height was determined by GPS observations
 DK4639.and is referenced to NAD 83.
 DK4639
 DK4639.The geoid height was determined by GEOID03.
 DK4639
 DK4639;                    North         East     Units Scale Factor Converg.
 DK4639;SPC AZ C     -   220,928.709   234,301.093   MT  0.99990541   +0 07 19.3
 DK4639;SPC AZ C     -   724,831.72    768,704.37   iFT  0.99990541   +0 07 19.3
 DK4639;UTM  12      - 3,650,655.020   435,295.600   MT  0.99965162   -0 22 37.7
 DK4639
 DK4639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4639!SPC AZ C     -   0.99992312  x   0.99990541  =   0.99982854
 DK4639!UTM  12      -   0.99992312  x   0.99965162  =   0.99957477
 DK4639
 DK4639                          SUPERSEDED SURVEY CONTROL
 DK4639
 DK4639.No superseded survey control is available for this station.
 DK4639
 DK4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3529650655(NAD 83)
 DK4639_MARKER: DD = SURVEY DISK
 DK4639_SETTING: 66 = SET IN ROCK OUTCROP
 DK4639_STAMPING: CG NMP LS203358 2006
 DK4639_MARK LOGO: NONE  
 DK4639_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK4639+STABILITY: POSITION/ELEVATION WELL
 DK4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4639+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4639
 DK4639  HISTORY     - Date     Condition        Report By
 DK4639  HISTORY     - 20060830 MONUMENTED       MHD
 DK4639
 DK4639                          STATION DESCRIPTION
 DK4639
 DK4639'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4639'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH-NORTHEAST OF CASA
 DK4639'GRANDE, 7.0 MI (11.2 KM) WEST-SOUTHWEST OF BLACKWATER AND 6.4 MI (10.3
 DK4639'KM) SOUTH-SOUTHEAST OF SACATON.  STATION IS SMOOTH BRASS CAP LOCATED
 DK4639'ON PROPERTY OWNED BY CITY OF CASA GRANDE (NORTH MOUNTAIN PARK).
 DK4639' 
 DK4639'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4639'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 DK4639'FLORENCE BOULEVARD 4.1 MI (6.6 KM) TO INTERSTATE-10.  GO NORTH ON
 DK4639'I-10, 4.0 MI (6.4 KM) TO MCCARTNEY ROAD.  EXIT EAST ON MCCARTNEY ROAD
 DK4639'AND GO 0.6 MI (1.0 KM) TO COX ROAD.  TURN LEFT ON COX ROAD AND GO
 DK4639'NORTH 3.0 MI (4.8 KM) TO WAVERLY DRIVE AND END OF PAVEMENT.  CONTINUE
 DK4639'NORTH AND NORTHEAST ALONG DIRT ROAD 0.6 MI (1.0 KM) TO CAMDEN DRIVE
 DK4639'AND ENTRANCE TO NORTH MOUNTAIN PARK.  TURN LEFT ON CAMDEN DRIVE AND GO
 DK4639'WEST 0.1 MI (0.2 KM) TO FIRST RIGHT AND GO NORTHWEST ALONG PARK ROAD
 DK4639'0.3 MI (0.5 KM) TO FORK AT PARK LOOP.  TAKE LEFT ON PARK LOOP AND GO
 DK4639'0.3 MI (0.5 KM) TO 'FAMILY RAMADA' NUM 8.  STATION IS BRASS CAP IN
 DK4639'HIGH ROCK OUTCROP 60 FT (18.3 M) NORTHEAST OF RAMADA NUM 8 AT TO TOP
 DK4639'OF HIGHEST ROCK.  STATION IS 4.5 FT (1.4 M) BELOW HIGHEST ROCK, IN
 DK4639'SMALL DEPRESSION 9.5 FT (2.9 M) WEST OF HIGHEST ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4633 ***********************************************************************
 DK4633  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4633  DESIGNATION -  CG NW1
 DK4633  PID         -  DK4633
 DK4633  STATE/COUNTY-  AZ/PINAL
 DK4633  USGS QUAD   -  CASA GRANDE WEST (1992)
 DK4633
 DK4633                         *CURRENT SURVEY CONTROL
 DK4633  ___________________________________________________________________
 DK4633* NAD 83(2007)-  32 59 47.59922(N)    111 47 02.19512(W)     ADJUSTED  
 DK4633* NAVD 88     -       495.85   (meters)    1626.8    (feet)  GPS OBS   
 DK4633  ___________________________________________________________________
 DK4633  X           -  -1,987,308.569 (meters)                     COMP
 DK4633  Y           -  -4,972,666.992 (meters)                     COMP
 DK4633  Z           -   3,453,891.911 (meters)                     COMP
 DK4633  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DK4633  ELLIP HEIGHT-         465.804 (meters)          (04/23/08) ADJUSTED
 DK4633  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DK4633  HORZ ORDER  -  A
 DK4633  ELLP ORDER  -  FOURTH    CLASS II
 DK4633
 DK4633.The horizontal coordinates were established by GPS observations
 DK4633.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4633
 DK4633.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4633.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4633
 DK4633.The orthometric height was determined by GPS observations and a
 DK4633.high-resolution geoid model.
 DK4633.The orthometric height was determined by GPS observations and a
 DK4633.high-resolution geoid model using precise GPS observation and
 DK4633.processing techniques.
 DK4633
 DK4633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4633
 DK4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4633
 DK4633.The ellipsoidal height was determined by GPS observations
 DK4633.and is referenced to NAD 83.
 DK4633
 DK4633.The geoid height was determined by GEOID03.
 DK4633
 DK4633;                    North         East     Units Scale Factor Converg.
 DK4633;SPC AZ C     -   221,377.375   225,762.691   MT  0.99990190   +0 04 20.2
 DK4633;SPC AZ C     -   726,303.72    740,691.24   iFT  0.99990190   +0 04 20.2
 DK4633;UTM  12      - 3,651,177.931   426,763.520   MT  0.99966613   -0 25 37.0
 DK4633
 DK4633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4633!SPC AZ C     -   0.99992687  x   0.99990190  =   0.99982878
 DK4633!UTM  12      -   0.99992687  x   0.99966613  =   0.99959303
 DK4633
 DK4633                          SUPERSEDED SURVEY CONTROL
 DK4633
 DK4633.No superseded survey control is available for this station.
 DK4633
 DK4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2676451178(NAD 83)
 DK4633_MARKER: DD = SURVEY DISK
 DK4633_SETTING: 66 = SET IN ROCK OUTCROP
 DK4633_STAMPING: CG NW1 LS20358 2006
 DK4633_MARK LOGO: NONE  
 DK4633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK4633+STABILITY: POSITION/ELEVATION WELL
 DK4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4633+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4633
 DK4633  HISTORY     - Date     Condition        Report By
 DK4633  HISTORY     - 20060830 MONUMENTED       MHD
 DK4633
 DK4633                          STATION DESCRIPTION
 DK4633
 DK4633'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4633'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) WEST-SOUTHWEST OF
 DK4633'BLACKWATER, 8.2 MI (13.2 KM) NORTH OF CASA GRANDE AND 6.1 MI (9.8 KM)
 DK4633'SOUTH-SOUTHWEST OF SACATON ON THE GILA RIVER INDIAN RESERVATION.
 DK4633' 
 DK4633'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4633'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO NORTH 7.8 MI
 DK4633'(12.6 KM) ON PINAL AVENUE TO FAWNEE LANE.  TURN LEFT (WEST) ON FAWNEE
 DK4633'LANE 0.2 MI (0.3 KM) TO BEND IN ROAD TO NORTHWEST.  FOLLOW FAWNEE LANE
 DK4633'NW 0.3 MI (0.5 KM) TO MILLRISE ROAD AND GILA RIVER INDIAN RESERVATION
 DK4633'BOUNDARY.  GO WEST ALONG MILLRISE 1.1 MI (1.8 KM) TO END AT FALDALE
 DK4633'ROAD.  PACK 375 FT (115 M) WEST ALONG RESERVATION BOUNDARY FENCE AND
 DK4633'74 FT (23 M) NORTH TO STATION.  STATION IS SMOOTH BRASS CAP FLUSH IN
 DK4633'BEDROCK OUTCROP MARKED CG NW1 LS20358 2006.
 DK4633' 
 DK4633'NOTE--THERE IS NO LOGO ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3560 ***********************************************************************
 AA3560  DESIGNATION -  CGZ A 1984
 AA3560  PID         -  AA3560
 AA3560  STATE/COUNTY-  AZ/PINAL
 AA3560  USGS QUAD   -  CASA GRANDE WEST (1992)
 AA3560
 AA3560                         *CURRENT SURVEY CONTROL
 AA3560  ___________________________________________________________________
 AA3560* NAD 83(2007)-  32 57 03.50314(N)    111 46 24.59001(W)     ADJUSTED  
 AA3560* NAVD 88     -       440.64   (+/-2cm)    1445.7    (feet)  VERTCON   
 AA3560  ___________________________________________________________________
 AA3560  EPOCH DATE  -        2007.00
 AA3560  X           -  -1,987,405.394 (meters)                     COMP
 AA3560  Y           -  -4,975,541.395 (meters)                     COMP
 AA3560  Z           -   3,449,620.581 (meters)                     COMP
 AA3560  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AA3560  ELLIP HEIGHT-         410.527 (meters)          (02/10/07) ADJUSTED
 AA3560  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AA3560
 AA3560  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3560  Type    PID    Designation                      North   East  Ellip
 AA3560  -------------------------------------------------------------------
 AA3560  NETWORK AA3560 CGZ A 1984                        0.92   0.82   3.98
 AA3560  -------------------------------------------------------------------
 AA3560  VERT ORDER  -  THIRD ? (See Below)
 AA3560
 AA3560.This mark is at Casa Grande Municipal Airport (CGZ)
 AA3560
 AA3560.The horizontal coordinates were established by GPS observations
 AA3560.and adjusted by the National Geodetic Survey in February 2007.
 AA3560
 AA3560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3560.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3560.The horizontal coordinates are valid at the epoch date displayed above.
 AA3560.The epoch date for horizontal control is a decimal equivalence
 AA3560.of Year/Month/Day.
 AA3560
 AA3560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3560.The vertical order pertains to the NGVD 29 superseded value.
 AA3560
 AA3560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3560
 AA3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3560
 AA3560.The ellipsoidal height was determined by GPS observations
 AA3560.and is referenced to NAD 83.
 AA3560
 AA3560.The geoid height was determined by GEOID03.
 AA3560
 AA3560;                    North         East     Units Scale Factor Converg.
 AA3560;SPC AZ C     -   216,323.902   226,745.707   MT  0.99990221   +0 04 40.3
 AA3560;SPC AZ C     -   709,724.09    743,916.36   iFT  0.99990221   +0 04 40.3
 AA3560;UTM  12      - 3,646,117.288   427,702.272   MT  0.99966445   -0 25 14.7
 AA3560
 AA3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3560!SPC AZ C     -   0.99993555  x   0.99990221  =   0.99983777
 AA3560!UTM  12      -   0.99993555  x   0.99966445  =   0.99960002
 AA3560
 AA3560                          SUPERSEDED SURVEY CONTROL
 AA3560
 AA3560  ELLIP H (01/12/01)  410.557  (m)                       GP(       ) 4 1
 AA3560  NAD 83(1992)-  32 57 03.50195(N)    111 46 24.58861(W) AD(       ) B
 AA3560  ELLIP H (03/02/95)  410.639  (m)                       GP(       ) 4 1
 AA3560  NGVD 29 (03/02/95)  440.07   (m)         1443.8    (f) LEVELING    3  
 AA3560
 AA3560.Superseded values are not recommended for survey control.
 AA3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3560.See file dsdata.txt to determine how the superseded data were derived.
 AA3560
 AA3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2770246117(NAD 83)
 AA3560_MARKER: DD = SURVEY DISK
 AA3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3560_STAMPING: CGZ A 1984
 AA3560_MARK LOGO: NOS   
 AA3560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3560+STABILITY: SURFACE MOTION
 AA3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3560+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 AA3560
 AA3560  HISTORY     - Date     Condition        Report By
 AA3560  HISTORY     - 1984     MONUMENTED       NOS
 AA3560  HISTORY     - 19900615 GOOD             NGS
 AA3560  HISTORY     - 20060223 GOOD             DIBBLE
 AA3560
 AA3560                          STATION DESCRIPTION
 AA3560
 AA3560'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (JWB)
 AA3560'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AA3560'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AA3560'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AA3560'AND INTERSTATE 10, NEAR THE NORTHWEST SECTION OF THE AIRPORT NEAR
 AA3560'RUNWAY END 05. FOR ACCESS CONTACT MR BILL TRULOVE, CASA GRANDE
 AA3560'MUNICIPAL AIRPORT, 660 WEST AERO DRIVE, CASA GRANDE, AZ 85222.  PHONE
 AA3560'(602) 426-3616. TO REACH THE STATION FROM THE INTERSECTION OF S.R. 387
 AA3560'AND AIRPORT ROAD (ENTRANCE TO THE AIRPORT), PROCEED SOUTHWEST ALONG
 AA3560'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AA3560'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AA3560'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AA3560'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AA3560'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  TURN LEFT AND PROCEED
 AA3560'SOUTHWESTERLY ON PARALLEL TAXIWAY FOR 0.9 MI (1.4 KM) TO THE STATION
 AA3560'IN THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 05. THE STATION IS
 AA3560'LOCATED 236.4 FT (72.1 M) EAST OF THE CENTERLINE OF RUNWAY 05, 160.0
 AA3560'FT (48.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 156.9 FT
 AA3560'(47.8 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT (SHOWS WHITE) NORTHEAST
 AA3560'OF RUNWAY END 05, 71.2 FT (21.7 M) NORTHWEST OF THE NORTHWEST EDGE OF
 AA3560'THE PARALLEL TAXIWAY AND 51.8 FT (15.8 M) NORTHEAST OF THE NORTHEAST
 AA3560'EDGE OF THE TAXIWAY LEADING TO RUNWAY END 05.
 AA3560
 AA3560                          STATION RECOVERY (1990)
 AA3560
 AA3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA3560'THE STATION IS LOCATED AT THE SOUTHWEST END OF AIRPORT NEAR RUNWAY END
 AA3560'5, 236.4 FT (72.1 M) EAST OF C/L END RWY 5, 160.0 FT (48.8 M)
 AA3560'SOUTHEAST OF SE EDGE OF RUNWAY, 156.9 FT (47.8 M) SOUTHEAST OF 1ST
 AA3560'RUNWAY LIGHT NORTHEAST OF RWY END, 71.2 FT (21.7 M) NORTHWEST OF NW
 AA3560'EDGE OF PARALLEL TAXIWAY AND 51.8 FT (15.8 M) NORTHEAST OF NE EDGE OF
 AA3560'TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED CGZ A 1984 SET IN
 AA3560'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA3560
 AA3560                          STATION RECOVERY (2006)
 AA3560
 AA3560'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 AA3560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3561 ***********************************************************************
 AA3561  PACS        -  This is a Primary Airport Control Station.
 AA3561  DESIGNATION -  CGZ B 1984
 AA3561  PID         -  AA3561
 AA3561  STATE/COUNTY-  AZ/PINAL
 AA3561  USGS QUAD   -  CASA GRANDE WEST (1992)
 AA3561
 AA3561                         *CURRENT SURVEY CONTROL
 AA3561  ___________________________________________________________________
 AA3561* NAD 83(2007)-  32 57 26.91817(N)    111 45 38.57135(W)     ADJUSTED  
 AA3561* NAVD 88     -       445.51   (meters)    1461.6    (feet)  GPS OBS   
 AA3561  ___________________________________________________________________
 AA3561  EPOCH DATE  -        2007.00
 AA3561  X           -  -1,986,151.320 (meters)                     COMP
 AA3561  Y           -  -4,975,624.033 (meters)                     COMP
 AA3561  Z           -   3,450,228.557 (meters)                     COMP
 AA3561  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA3561  ELLIP HEIGHT-         415.415 (meters)          (02/10/07) ADJUSTED
 AA3561  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AA3561
 AA3561  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3561  Type    PID    Designation                      North   East  Ellip
 AA3561  -------------------------------------------------------------------
 AA3561  NETWORK AA3561 CGZ B 1984                        0.92   0.82   3.98
 AA3561  -------------------------------------------------------------------
 AA3561
 AA3561.This mark is at Casa Grande Municipal Airport (CGZ)
 AA3561
 AA3561.The horizontal coordinates were established by GPS observations
 AA3561.and adjusted by the National Geodetic Survey in February 2007.
 AA3561
 AA3561.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3561.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3561.The horizontal coordinates are valid at the epoch date displayed above.
 AA3561.The epoch date for horizontal control is a decimal equivalence
 AA3561.of Year/Month/Day.
 AA3561
 AA3561.The orthometric height was determined by GPS observations and a
 AA3561.high-resolution geoid model.
 AA3561
 AA3561.GPS derived orthometric heights for airport stations designated as
 AA3561.PACS or SACS are published to 2 decimal places.  This maintains
 AA3561.centimeter relative accuracy between the PACS and SACS.  It does
 AA3561.not indicate centimeter accuracy relative to other marks which are
 AA3561.part of the NAVD 88 network.
 AA3561
 AA3561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3561
 AA3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3561
 AA3561.The ellipsoidal height was determined by GPS observations
 AA3561.and is referenced to NAD 83.
 AA3561
 AA3561.The geoid height was determined by GEOID03.
 AA3561
 AA3561;                    North         East     Units Scale Factor Converg.
 AA3561;SPC AZ C     -   217,046.864   227,939.790   MT  0.99990262   +0 05 05.4
 AA3561;SPC AZ C     -   712,096.01    747,833.96   iFT  0.99990262   +0 05 05.4
 AA3561;UTM  12      - 3,646,829.661   428,902.315   MT  0.99966233   -0 24 49.9
 AA3561
 AA3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3561!SPC AZ C     -   0.99993478  x   0.99990262  =   0.99983741
 AA3561!UTM  12      -   0.99993478  x   0.99966233  =   0.99959714
 AA3561
 AA3561                          SUPERSEDED SURVEY CONTROL
 AA3561
 AA3561  ELLIP H (01/12/01)  415.445  (m)                       GP(       ) 4 1
 AA3561  NAD 83(1992)-  32 57 26.91697(N)    111 45 38.56994(W) AD(       ) B
 AA3561  ELLIP H (03/02/95)  415.527  (m)                       GP(       ) 4 1
 AA3561  NGVD 29 (03/02/95)  444.95   (m)         1459.8    (f) LEVELING    3  
 AA3561
 AA3561.Superseded values are not recommended for survey control.
 AA3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3561.See file dsdata.txt to determine how the superseded data were derived.
 AA3561
 AA3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2890246830(NAD 83)
 AA3561_MARKER: DD = SURVEY DISK
 AA3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3561_STAMPING: CGZ B 1984
 AA3561_MARK LOGO: NGS   
 AA3561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3561+STABILITY: SURFACE MOTION
 AA3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3561+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997
 AA3561
 AA3561  HISTORY     - Date     Condition        Report By
 AA3561  HISTORY     - 1984     MONUMENTED       NOS
 AA3561  HISTORY     - 19900615 GOOD             NGS
 AA3561  HISTORY     - 19970513 GOOD             NGS
 AA3561
 AA3561                          STATION DESCRIPTION
 AA3561
 AA3561'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (JWB)
 AA3561'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AA3561'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AA3561'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AA3561'AND INTERSTATE 10, NEAR THE NORTHEAST SECTION OF THE AIRPORT NEAR
 AA3561'RUNWAY END 23. FOR ACCESS CONTACT MR BILL TRULOVE, CASA GRANDE
 AA3561'MUNICIPAL AIRPORT, 660 WEST AERO DRIVE, CASA GRANDE, AZ 85222.  PHONE
 AA3561'(602) 426-3616. TO REACH THE STATION FROM THE INTERSECTION OF S.R. 387
 AA3561'AND AIRPORT ROAD (ENTRANCE TO THE AIRPORT), PROCEED SOUTHWEST ALONG
 AA3561'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AA3561'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AA3561'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AA3561'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AA3561'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  CROSS THE PARALLEL
 AA3561'TAXIWAY AND CONTINUE NORTHERLY FOR 0.05 MI (0.08 KM) TO THE STATION IN
 AA3561'THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 23. THE STATION IS
 AA3561'LOCATED 524.9 FT (160.0 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY
 AA3561'23, 172.8 FT (52.7 M) NORTH OF THE CENTERLINE INTERSECTION OF TWO
 AA3561'TAXIWAYS, 122.6 FT (37.4 M) SOUTHWEST OF THE CENTER OF EASTERLY VASI
 AA3561'LIGHT SET, AND 75.2 FT (22.9 M) SOUTHEAST OF THE THIRD RUNWAY LIGHT
 AA3561'(SHOWS WHITE)SOUTHWEST OF THE RUNWAY END.
 AA3561
 AA3561                          STATION RECOVERY (1990)
 AA3561
 AA3561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA3561'THE STATION IS LOCATED AT THE NORTHEAST END OF THE AIRPORT NEAR RUNWAY
 AA3561'END 23, 524.9 FT (160.0 M) SOUTHWEST OF C/L END RUNWAY 23, 172.8 FT
 AA3561'(52.7 M) NORTH OF INTERSECTION OF TAXIWAY C/LS AT Y INTERSECTION,
 AA3561'122.6 FT (37.4 M) SOUTHWEST OF THE CENTER OF EASTERLY VASI LIGHT SET
 AA3561'AND 75.2 FT (22.9 M) SOUTHEAST OF THE 3RD RUNWAY LIGHT SE OF RUNWAY
 AA3561'END.  THE STATION IS A STANDARD NOS DISK STAMPED CGZ B 1984 SET IN THE
 AA3561'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA3561
 AA3561                          STATION RECOVERY (1997)
 AA3561
 AA3561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AA3561'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AA3561'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AA3561'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AA3561'AND INTERSTATE 10, NEAR THE NORTHEAST SECTION OF THE AIRPORT NEAR
 AA3561'RUNWAY END 23.  FOR ACCESS CONTACT MR A J BLAHA,P.E., CITY
 AA3561'ENGINEER,300 EAST 4TH STREET,CASA GRANDE,AZ 85222.  PHONE (602)
 AA3561'421-8602.  TO REACH THE STATION FROM THE INTERSECTION OF S.R.  387 AND
 AA3561'AIRPORT ROAD (ENTRANCE TO THE AIRPORT) , PROCEED SOUTHWEST ALONG
 AA3561'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AA3561'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AA3561'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AA3561'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AA3561'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  CROSS THE PARALLEL
 AA3561'TAXIWAY AND CONTINUE NORTHERLY FOR 0.05 MI (0.08 KM) TO THE STATION IN
 AA3561'THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 23.  THE STATION IS
 AA3561'LOCATED 524.9 FT (160.0 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY
 AA3561'23, 172.8 FT (52.7 M) NORTH OF THE CENTERLINE INTERSECTION OF TWO
 AA3561'TAXIWAYS, 122.6 FT (37.4 M) SOUTHWEST OF THE CENTER OF EASTERLY VASI
 AA3561'LIGHT SET, AND 75.2 FT (22.9 M) SOUTHEAST OF THE THIRD RUNWAY LIGHT
 AA3561'(SHOWS WHITE) SOUTHWEST OF THE RUNWAY END.  THIS STATION IS DESIGNATED
 AA3561'AS A PRIMARY AIRPORT CONTROL STATION.  THE STATION IS A NOS SURVEY
 AA3561'DISK -- STAMPED CGZ B 1984 -- SET IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4734 ***********************************************************************
 AE4734  SACS        -  This is a Secondary Airport Control Station.
 AE4734  DESIGNATION -  CGZ C
 AE4734  PID         -  AE4734
 AE4734  STATE/COUNTY-  AZ/PINAL
 AE4734  USGS QUAD   -  CASA GRANDE WEST (1992)
 AE4734
 AE4734                         *CURRENT SURVEY CONTROL
 AE4734  ___________________________________________________________________
 AE4734* NAD 83(2007)-  32 57 16.00436(N)    111 46 00.20032(W)     ADJUSTED  
 AE4734* NAVD 88     -       443.28   (meters)    1454.3    (feet)  GPS OBS   
 AE4734  ___________________________________________________________________
 AE4734  EPOCH DATE  -        2007.00
 AE4734  X           -  -1,986,740.186 (meters)                     COMP
 AE4734  Y           -  -4,975,583.862 (meters)                     COMP
 AE4734  Z           -   3,449,945.204 (meters)                     COMP
 AE4734  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE4734  ELLIP HEIGHT-         413.175 (meters)          (02/10/07) ADJUSTED
 AE4734  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AE4734
 AE4734  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4734  Type    PID    Designation                      North   East  Ellip
 AE4734  -------------------------------------------------------------------
 AE4734  NETWORK AE4734 CGZ C                             0.94   0.82   3.98
 AE4734  -------------------------------------------------------------------
 AE4734
 AE4734.This mark is at Casa Grande Municipal Airport (CGZ)
 AE4734
 AE4734.The horizontal coordinates were established by GPS observations
 AE4734.and adjusted by the National Geodetic Survey in February 2007.
 AE4734
 AE4734.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4734.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4734.The horizontal coordinates are valid at the epoch date displayed above.
 AE4734.The epoch date for horizontal control is a decimal equivalence
 AE4734.of Year/Month/Day.
 AE4734
 AE4734.The orthometric height was determined by GPS observations and a
 AE4734.high-resolution geoid model.
 AE4734
 AE4734.GPS derived orthometric heights for airport stations designated as
 AE4734.PACS or SACS are published to 2 decimal places.  This maintains
 AE4734.centimeter relative accuracy between the PACS and SACS.  It does
 AE4734.not indicate centimeter accuracy relative to other marks which are
 AE4734.part of the NAVD 88 network.
 AE4734
 AE4734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4734
 AE4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4734
 AE4734.The ellipsoidal height was determined by GPS observations
 AE4734.and is referenced to NAD 83.
 AE4734
 AE4734.The geoid height was determined by GEOID03.
 AE4734
 AE4734;                    North         East     Units Scale Factor Converg.
 AE4734;SPC AZ C     -   216,709.864   227,378.583   MT  0.99990242   +0 04 53.6
 AE4734;SPC AZ C     -   710,990.37    745,992.73   iFT  0.99990242   +0 04 53.6
 AE4734;UTM  12      - 3,646,497.638   428,338.332   MT  0.99966332   -0 25 01.5
 AE4734
 AE4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4734!SPC AZ C     -   0.99993513  x   0.99990242  =   0.99983756
 AE4734!UTM  12      -   0.99993513  x   0.99966332  =   0.99959848
 AE4734
 AE4734                          SUPERSEDED SURVEY CONTROL
 AE4734
 AE4734  ELLIP H (08/22/01)  413.205  (m)                       GP(       ) 4 1
 AE4734  NAD 83(1992)-  32 57 16.00317(N)    111 46 00.19891(W) AD(       ) 1
 AE4734  ELLIP H (12/08/97)  413.287  (m)                       GP(       ) 4 1
 AE4734
 AE4734.Superseded values are not recommended for survey control.
 AE4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4734.See file dsdata.txt to determine how the superseded data were derived.
 AE4734
 AE4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2833846498(NAD 83)
 AE4734_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4734_STAMPING: CGZ D 1997
 AE4734_MARK LOGO: NGS   
 AE4734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4734+STABILITY: SURFACE MOTION
 AE4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4734+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AE4734
 AE4734  HISTORY     - Date     Condition        Report By
 AE4734  HISTORY     - 1997     MONUMENTED       NGS
 AE4734  HISTORY     - 20031022 GOOD             MHD
 AE4734
 AE4734                          STATION DESCRIPTION
 AE4734
 AE4734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE4734'THE STATION IS LOCATED 3.0 MI (4.8 KM) NORTH OF CASA GRANDE,AZ.  AT
 AE4734'THE CASA GRANDE MUNICIPAL AIRPORT.  THE STATION IS LOCATED IN THE
 AE4734'CENTER OF AIRPORT IN MEDIAN BETWEEN RUNWAY AND TAXIWAY.FOR ACCESS TO
 AE4734'AIRPORT CONTACT, MR.  A.J.BLAHA,P.E.,CITY ENGINEER,400 EAST 4TH
 AE4734'STREET,CASA GRANDE,AZ 85222.  PHONE 602-421-8602.  TO REACH FROM THE
 AE4734'FROM TERMINAL BLDG AT CASA GRANDE MUNICIPAL AIRPORT,PROCEED FOR .1 MI
 AE4734'(0.2 KM) ACROSS RAMP TO THE PARALLEL TAXIWAY.  TURN LEFT ON TAXIWAY
 AE4734'AND PROCEED SOUTHEAST FOR .2 MI (0.3 KM) TO A CONNECTOR TAXIWAY AND
 AE4734'STATION ON THE RIGHT.  THE STATION IS A NGS HORIZONTAL CONTROL SURVEY
 AE4734'DISK -- STAMPED CGZ C 1997 -- SET IN THE TOP OF A ROUND CONCRETE POST
 AE4734'THAT IS FLUSH WITH THE GROUND.  THE STATION IS 107.9 FT (32.9 M) EAST
 AE4734'OF THE SOUTHEAST EDGE OF RUNWAY 5-23, 113.9 FT (34.7 M) NORTHEAST OF A
 AE4734'WHITE RUNWAY LIGHT, 204.8 FT (62.4 M) SOUTHWEST OF THE SOUTH EDGE OF A
 AE4734'CONNECTOR TAXIWAY AND 122.5 FT (37.3 M) WEST OF THE NORTHWEST EDGE OF
 AE4734'THE PARALLEL TAXIWAY.  THE STATION IS DESIGNATED AS A SECONDARY
 AE4734'AIRPORT CONTROL STATION.
 AE4734
 AE4734                          STATION RECOVERY (2003)
 AE4734
 AE4734'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (MD)
 AE4734'REVISED CONTACTS.
 AE4734'CONTACT AIRPORT MANAGER AT TERMINAL BUILDING FOR ACCESS. (520)836-8073
 AE4734' 
 AE4734' 
 AE4734'SECONDARY CONTACT A. J. BLAHA, CITY ENGINEER 510 E FLORENCE BLVD.
 AE4734'(520) 421-8600
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4735 ***********************************************************************
 AE4735  SACS        -  This is a Secondary Airport Control Station.
 AE4735  DESIGNATION -  CGZ D
 AE4735  PID         -  AE4735
 AE4735  STATE/COUNTY-  AZ/PINAL
 AE4735  USGS QUAD   -  CASA GRANDE WEST (1992)
 AE4735
 AE4735                         *CURRENT SURVEY CONTROL
 AE4735  ___________________________________________________________________
 AE4735* NAD 83(2007)-  32 57 03.81585(N)    111 46 24.66780(W)     ADJUSTED  
 AE4735* NAVD 88     -       440.56   (meters)    1445.4    (feet)  GPS OBS   
 AE4735  ___________________________________________________________________
 AE4735  EPOCH DATE  -        2007.00
 AE4735  X           -  -1,987,405.301 (meters)                     COMP
 AE4735  Y           -  -4,975,535.715 (meters)                     COMP
 AE4735  Z           -   3,449,628.621 (meters)                     COMP
 AE4735  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AE4735  ELLIP HEIGHT-         410.445 (meters)          (02/10/07) ADJUSTED
 AE4735  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AE4735
 AE4735  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4735  Type    PID    Designation                      North   East  Ellip
 AE4735  -------------------------------------------------------------------
 AE4735  NETWORK AE4735 CGZ D                             0.94   0.82   3.98
 AE4735  -------------------------------------------------------------------
 AE4735
 AE4735.This mark is at Casa Grande Municipal Airport (CGZ)
 AE4735
 AE4735.The horizontal coordinates were established by GPS observations
 AE4735.and adjusted by the National Geodetic Survey in February 2007.
 AE4735
 AE4735.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4735.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4735.The horizontal coordinates are valid at the epoch date displayed above.
 AE4735.The epoch date for horizontal control is a decimal equivalence
 AE4735.of Year/Month/Day.
 AE4735
 AE4735.The orthometric height was determined by GPS observations and a
 AE4735.high-resolution geoid model.
 AE4735
 AE4735.GPS derived orthometric heights for airport stations designated as
 AE4735.PACS or SACS are published to 2 decimal places.  This maintains
 AE4735.centimeter relative accuracy between the PACS and SACS.  It does
 AE4735.not indicate centimeter accuracy relative to other marks which are
 AE4735.part of the NAVD 88 network.
 AE4735
 AE4735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4735
 AE4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4735
 AE4735.The ellipsoidal height was determined by GPS observations
 AE4735.and is referenced to NAD 83.
 AE4735
 AE4735.The geoid height was determined by GEOID03.
 AE4735
 AE4735;                    North         East     Units Scale Factor Converg.
 AE4735;SPC AZ C     -   216,333.531   226,743.673   MT  0.99990221   +0 04 40.3
 AE4735;SPC AZ C     -   709,755.68    743,909.69   iFT  0.99990221   +0 04 40.3
 AE4735;UTM  12      - 3,646,126.933   427,700.323   MT  0.99966445   -0 25 14.7
 AE4735
 AE4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4735!SPC AZ C     -   0.99993556  x   0.99990221  =   0.99983778
 AE4735!UTM  12      -   0.99993556  x   0.99966445  =   0.99960004
 AE4735
 AE4735                          SUPERSEDED SURVEY CONTROL
 AE4735
 AE4735  ELLIP H (08/22/01)  410.475  (m)                       GP(       ) 4 1
 AE4735  NAD 83(1992)-  32 57 03.81465(N)    111 46 24.66640(W) AD(       ) 1
 AE4735  ELLIP H (12/08/97)  410.557  (m)                       GP(       ) 4 1
 AE4735
 AE4735.Superseded values are not recommended for survey control.
 AE4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4735.See file dsdata.txt to determine how the superseded data were derived.
 AE4735
 AE4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2770046127(NAD 83)
 AE4735_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4735_STAMPING: CGZ D 1997
 AE4735_MARK LOGO: NGS   
 AE4735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4735+STABILITY: SURFACE MOTION
 AE4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4735+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4735
 AE4735  HISTORY     - Date     Condition        Report By
 AE4735  HISTORY     - 1997     MONUMENTED       NGS
 AE4735
 AE4735                          STATION DESCRIPTION
 AE4735
 AE4735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE4735'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 AE4735'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 AE4735'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 AE4735'AND INTERSTATE 10, NEAR THE NORTHWEST SECTION OF THE AIRPORT NEAR
 AE4735'RUNWAY END 05.  FOR ACCESS CONTACT MR A.J.  BLAHA,P.E.,CITY
 AE4735'ENGINEER,300 EAST 4TH STREET, CASA GRANDE, AZ 85222.  PHONE (602)
 AE4735'421-8602.  TO REACH THE STATION FROM THE INTERSECTION OF S.R.  387 AND
 AE4735'AIRPORT ROAD (ENTRANCE TO THE AIRPORT) , PROCEED SOUTHWEST ALONG
 AE4735'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE ON THE
 AE4735'LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1 MI (0.2
 AE4735'KM) TO THE INTERSECTION WITH AN ABANDON TAXIWAY.  TURN RIGHT HEADING
 AE4735'NORTHERLY ON THE ABANDON TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AE4735'OF A NORTHEAST - SOUTHWEST PARALLEL TAXIWAY.  TURN LEFT AND PROCEED
 AE4735'SOUTHWESTERLY ON PARALLEL TAXIWAY FOR 0.9 MI (1.4 KM) TO THE STATION
 AE4735'IN THE MEDIAN BETWEEN PARALLEL TAXIWAY AND RUNWAY 05.  THE STATION IS
 AE4735'LOCATED 128.4 FT (39.1 M) EAST OF THE SOUTHEAST EDGE OF RUNWAY 05,
 AE4735'127.5 FT (38.9 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT (SHOWS WHITE)
 AE4735'NORTHEAST OF RUNWAY END 05, 102.3 FT (31.2 M) NORTHWEST OF THE
 AE4735'NORTHWEST EDGE OF THE PARALLEL TAXIWAY AND 82.5 FT (25.1 M) NORTHEAST
 AE4735'OF THE NORTHEAST EDGE OF THE TAXIWAY LEADING TO RUNWAY END 05.  THIS
 AE4735'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.  THE
 AE4735'STATION IS A NGS HORIZONTAL CONTROL DISK -- STAMPED CGZ D 1997 -- SET
 AE4735'IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5746 ***********************************************************************
 DH5746  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5746  DESIGNATION -  CHAFFEE
 DH5746  PID         -  DH5746
 DH5746  STATE/COUNTY-  AZ/COCHISE
 DH5746  USGS QUAD   -  FORT HUACHUCA (1983)
 DH5746
 DH5746                         *CURRENT SURVEY CONTROL
 DH5746  ___________________________________________________________________
 DH5746* NAD 83(2007)-  31 34 12.21827(N)    110 20 18.22357(W)     ADJUSTED  
 DH5746* NAVD 88     -      1443.79   (meters)    4736.8    (feet)  GPS OBS   
 DH5746  ___________________________________________________________________
 DH5746  EPOCH DATE  -        2007.00
 DH5746  X           -  -1,890,879.043 (meters)                     COMP
 DH5746  Y           -  -5,101,201.857 (meters)                     COMP
 DH5746  Z           -   3,320,649.240 (meters)                     COMP
 DH5746  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DH5746  ELLIP HEIGHT-        1415.743 (meters)          (02/10/07) ADJUSTED
 DH5746  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DH5746
 DH5746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5746  Type    PID    Designation                      North   East  Ellip
 DH5746  -------------------------------------------------------------------
 DH5746  NETWORK DH5746 CHAFFEE                           1.06   0.96   2.98
 DH5746  -------------------------------------------------------------------
 DH5746
 DH5746.The horizontal coordinates were established by GPS observations
 DH5746.and adjusted by the National Geodetic Survey in February 2007.
 DH5746
 DH5746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5746.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5746.The horizontal coordinates are valid at the epoch date displayed above.
 DH5746.The epoch date for horizontal control is a decimal equivalence
 DH5746.of Year/Month/Day.
 DH5746
 DH5746.The orthometric height was determined by GPS observations and a
 DH5746.high-resolution geoid model.
 DH5746.The orthometric height was determined by GPS observations and a
 DH5746.high-resolution geoid model using precise GPS observation and
 DH5746.processing techniques.
 DH5746
 DH5746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5746
 DH5746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5746
 DH5746.The ellipsoidal height was determined by GPS observations
 DH5746.and is referenced to NAD 83.
 DH5746
 DH5746.The geoid height was determined by GEOID03.
 DH5746
 DH5746;                    North         East     Units Scale Factor Converg.
 DH5746;SPC AZ E     -    63,211.588   197,059.165   MT  0.99990328   -0 05 23.7
 DH5746;SPC AZ E     -   207,387.10    646,519.57   iFT  0.99990328   -0 05 23.7
 DH5746;UTM  12      - 3,492,971.550   562,782.567   MT  0.99964861   +0 20 47.0
 DH5746
 DH5746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5746!SPC AZ E     -   0.99977774  x   0.99990328  =   0.99968104
 DH5746!UTM  12      -   0.99977774  x   0.99964861  =   0.99942643
 DH5746
 DH5746                          SUPERSEDED SURVEY CONTROL
 DH5746
 DH5746  NAD 83(1992)-  31 34 12.21809(N)    110 20 18.22317(W) AD(       ) B
 DH5746  ELLIP H (08/22/05) 1415.753  (m)                       GP(       ) 4 2
 DH5746
 DH5746.Superseded values are not recommended for survey control.
 DH5746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5746.See file dsdata.txt to determine how the superseded data were derived.
 DH5746
 DH5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6278392972(NAD 83)
 DH5746_MARKER: DD = SURVEY DISK
 DH5746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5746_STAMPING: CHAFFEE 2004
 DH5746_MARK LOGO: AZ-003
 DH5746_PROJECTION: FLUSH
 DH5746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5746+STABILITY: SURFACE MOTION
 DH5746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5746+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5746
 DH5746  HISTORY     - Date     Condition        Report By
 DH5746  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5746
 DH5746                          STATION DESCRIPTION
 DH5746
 DH5746'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5746'FROM THE POST OFFICE IN SIERRA VISTA, ARIZONA GO WEST ONTO FRY BLVD
 DH5746'1.8 MILES TO BUFFALO SOLDIER TR., TURN RIGHT AND HEAD NORTH 1.5 MILES
 DH5746'TO THE INTERSECTION OF HWY 90 AND BUFFALO SOLDIER TRAIL. TURN LEFT
 DH5746'INTO THE EAST GATE ENTRANCE TO FT. HUACHUCA. FROM THE CHECK POINT
 DH5746'TRAVEL WESTERLY TO HUNT AV. TURN RIGHT ONTO HUNT AND GO .3 MILES TO
 DH5746'THE STATION. THE STATION IS APPROXIMATELY 60 FEET EAST OF THE
 DH5746'CENTERLINE OF HUNT AVE. IN A GRASSY AREA BETWEEN TREELINE AND
 DH5746'SIDEWALK.
 DH5746' 
 DH5746'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT IN A 15 INCH BY
 DH5746'40 INCH HOLE, A COCHISE COUNTY WITNESS SIGN IS WITHIN APPROXIMATELY 3
 DH5746'FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0208 ***********************************************************************
 FP0208  DESIGNATION -  CHAMBERS
 FP0208  PID         -  FP0208
 FP0208  STATE/COUNTY-  AZ/APACHE
 FP0208  USGS QUAD   -  CHAMBERS (1971)
 FP0208
 FP0208                         *CURRENT SURVEY CONTROL
 FP0208  ___________________________________________________________________
 FP0208* NAD 83(1992)-  35 10 57.89556(N)    109 27 32.35570(W)     ADJUSTED  
 FP0208* NAVD 88     -      1776.356  (meters)    5827.93   (feet)  ADJUSTED  
 FP0208  ___________________________________________________________________
 FP0208  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 FP0208  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0208  DYNAMIC HT  -        1773.885 (meters)    5819.82  (feet)  COMP
 FP0208  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0208
 FP0208  HORZ ORDER  -  SECOND
 FP0208  VERT ORDER  -  SECOND    CLASS 0
 FP0208
 FP0208.The horizontal coordinates were established by classical geodetic methods
 FP0208.and adjusted by the National Geodetic Survey in August 1993.
 FP0208
 FP0208.The orthometric height was determined by differential leveling
 FP0208.and adjusted in June 1991.
 FP0208
 FP0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0208
 FP0208.The geoid height was determined by GEOID03.
 FP0208
 FP0208.The dynamic height is computed by dividing the NAVD 88
 FP0208.geopotential number by the normal gravity value computed on the
 FP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0208.degrees latitude (g = 980.6199 gals.).
 FP0208
 FP0208.The modeled gravity was interpolated from observed gravity values.
 FP0208
 FP0208;                    North         East     Units Scale Factor Converg.
 FP0208;SPC AZ E     -   464,076.100   277,812.867   MT  0.99995118   +0 24 28.0
 FP0208;SPC AZ E     - 1,522,559.38    911,459.54   iFT  0.99995118   +0 24 28.0
 FP0208;UTM  12      - 3,894,396.875   640,312.299   MT  0.99984263   +0 53 17.0
 FP0208
 FP0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0208!SPC AZ E     -   0.99972485  x   0.99995118  =   0.99967604
 FP0208!UTM  12      -   0.99972485  x   0.99984263  =   0.99956752
 FP0208
 FP0208:                Primary Azimuth Mark                     Grid Az
 FP0208:SPC AZ E     -  P S 1                                    007 15 58.8
 FP0208:UTM  12      -  P S 1                                    006 47 09.8
 FP0208
 FP0208|---------------------------------------------------------------------|
 FP0208| PID    Reference Object                     Distance      Geod. Az  |
 FP0208|                                                           dddmmss.s |
 FP0208| FP0589 P S 1                               APPROX. 0.7 KM 0074026.8 |
 FP0208| FP0209 CHAMBERS RM 1                         7.465 METERS 17838     |
 FP0208| FP0207 CHAMBERS RM 2                         9.512 METERS 27017     |
 FP0208|---------------------------------------------------------------------|
 FP0208
 FP0208                          SUPERSEDED SURVEY CONTROL
 FP0208
 FP0208  NAD 83(1986)-  35 10 57.89093(N)    109 27 32.35695(W) AD(       ) 2
 FP0208  NAD 27      -  35 10 57.80880(N)    109 27 29.96820(W) AD(       ) 2
 FP0208  NGVD 29 (??/??/92) 1775.441  (m)         5824.93   (f) ADJ UNCH    2 0
 FP0208
 FP0208.Superseded values are not recommended for survey control.
 FP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0208.See file dsdata.txt to determine how the superseded data were derived.
 FP0208
 FP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4031294397(NAD 83)
 FP0208_MARKER: DS = TRIANGULATION STATION DISK
 FP0208_SETTING: 66 = SET IN ROCK OUTCROP
 FP0208_SP_SET: BEDROCK
 FP0208_STAMPING: CHAMBERS 1959
 FP0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0208+STABILITY: POSITION/ELEVATION WELL
 FP0208
 FP0208  HISTORY     - Date     Condition        Report By
 FP0208  HISTORY     - 1959     MONUMENTED       CGS
 FP0208  HISTORY     - 1959     GOOD             CGS
 FP0208  HISTORY     - 1971     GOOD             USGS
 FP0208
 FP0208                          STATION DESCRIPTION
 FP0208
 FP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0208'THE STATION IS LOCATED ABOUT 6 MILES EAST OF NAVAJO, AND 1.3
 FP0208'MILES WEST OF CHAMBERS, ON THE EAST EDGE OF A ROCKY RIM, ON THE
 FP0208'NORTH SIDE OF U.S. HIGHWAY 66.
 FP0208'
 FP0208'TO REACH THE STATION FROM THE POST OFFICE AT CHAMBERS, GO WEST
 FP0208'ON U.S. HIGHWAY 66 FOR 1.3 MILES TO A PARKING SPACE ON THE RIGHT
 FP0208'AT THE EAST END OF A DEEP HIGHWAY CUT, AND THE END OF TRUCK TRAVEL.
 FP0208'PACK NORTH ABOUT 300 FEET UP TO THE RIM AND THE STATION.
 FP0208'
 FP0208'THE STATION MARK IS A STANDARD DISK STAMPED CHAMBERS 1959,
 FP0208'SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.  IT IS
 FP0208'32 FEET NORTH OF A POWER TRANSMISSION POLE WITH A TRIANGULAR BLAZE,
 FP0208'AND 3.8 FEET EAST OF A WITNESS POST.
 FP0208'
 FP0208'R.M. 1 IS A STANDARD DISK STAMPED CHAMBERS NO 1 1959, CEMENTED
 FP0208'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 24 FEET WEST OF
 FP0208'THE EDGE OF THE RIM AND 11 FEET NORTHEAST OF THE POWER POLE WITH
 FP0208'THE TRIANGULAR BLAZE.
 FP0208'
 FP0208'R.M. 2 IS A STANDARD DISK STAMPED CHAMBERS NO 2 1959, CEMENTED
 FP0208'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 12 INCHES, AND IS 40
 FP0208'FEET NORTHWEST OF THE POWER POLE.
 FP0208'
 FP0208'TRIANGULATION STATION P-S 1 AHD CAN BE USED AS AN AZIMUTH MARK.
 FP0208'SEE DESCRIPTION THEREOF.
 FP0208
 FP0208                          STATION RECOVERY (1959)
 FP0208
 FP0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0208'1.3 MI W FROM CHAMBERS.
 FP0208'1.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT CHAMBERS,
 FP0208'TO A PARKING SPACE ON THE NORTH SIDE OF THE HIGHWAY, AT THE EAST END
 FP0208'OF A DEEP HIGHWAY CUT, THENCE NORTH ABOUT 300 FEET TO THE TOP OF THE
 FP0208'RIM, 32 FEET NORTH OF A POWER TRANSMISSION POLE WITH A TRIANGULAR
 FP0208'BLAZE, 3.8 FEET EAST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN
 FP0208'BEDROCK THAT PROJECTS 2 INCHES.
 FP0208
 FP0208                          STATION RECOVERY (1971)
 FP0208
 FP0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DJF)
 FP0208'TO REACH FROM THE POST OFFICE AT CHAMBERS, PROCEED WEST ON THE
 FP0208'WEST BOUND LANE OF I-40 FOR 1.6 MILES TO PARKING SPACE ON RIGHT,
 FP0208'AT THE EAST END OF A DEEP CUT.  PACK NORTH UP CUT FOR ABOUT 300
 FP0208'FT TO EAST EDGE OF RIM AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0209 ***********************************************************************
 FP0209  DESIGNATION -  CHAMBERS RM 1
 FP0209  PID         -  FP0209
 FP0209  STATE/COUNTY-  AZ/APACHE
 FP0209  USGS QUAD   -  CHAMBERS (1971)
 FP0209
 FP0209                         *CURRENT SURVEY CONTROL
 FP0209  ___________________________________________________________________
 FP0209* NAD 83(1986)-  35 10 57.     (N)    109 27 31.     (W)     SCALED    
 FP0209* NAVD 88     -      1775.401  (meters)    5824.79   (feet)  ADJUSTED  
 FP0209  ___________________________________________________________________
 FP0209  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0209  DYNAMIC HT  -        1772.931 (meters)    5816.69  (feet)  COMP
 FP0209  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0209
 FP0209  VERT ORDER  -  SECOND    CLASS 0
 FP0209
 FP0209.The horizontal coordinates were scaled from a topographic map and have
 FP0209.an estimated accuracy of +/- 6 seconds.
 FP0209
 FP0209.The orthometric height was determined by differential leveling
 FP0209.and adjusted in June 1991.
 FP0209.WARNING-Repeat measurements at this control monument indicate possible
 FP0209.vertical movement.
 FP0209
 FP0209.The geoid height was determined by GEOID03.
 FP0209
 FP0209.The dynamic height is computed by dividing the NAVD 88
 FP0209.geopotential number by the normal gravity value computed on the
 FP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0209.degrees latitude (g = 980.6199 gals.).
 FP0209
 FP0209.The modeled gravity was interpolated from observed gravity values.
 FP0209
 FP0209;                    North         East    Units  Estimated Accuracy
 FP0209;SPC AZ E     -   464,050.      277,850.      MT  (+/- 180 meters Scaled)
 FP0209
 FP0209                          SUPERSEDED SURVEY CONTROL
 FP0209
 FP0209  NGVD 29 (??/??/92) 1774.487  (m)         5821.80   (f) ADJ UNCH    2 0
 FP0209
 FP0209.Superseded values are not recommended for survey control.
 FP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0209.See file dsdata.txt to determine how the superseded data were derived.
 FP0209
 FP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD403943(NAD 83)
 FP0209_MARKER: DR = REFERENCE MARK DISK
 FP0209_SETTING: 66 = SET IN ROCK OUTCROP
 FP0209_SP_SET: ROCK OUTCROP
 FP0209_STAMPING: CHAMBERS NO 1 1959
 FP0209_MARK LOGO: CGS   
 FP0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0209+STABILITY: POSITION/ELEVATION WELL
 FP0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0209+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1970
 FP0209
 FP0209  HISTORY     - Date     Condition        Report By
 FP0209  HISTORY     - 1959     MONUMENTED       CGS
 FP0209  HISTORY     - 19700622 GOOD             USGS
 FP0209
 FP0209                          STATION DESCRIPTION
 FP0209
 FP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0209'1.3 MI W FROM CHAMBERS.
 FP0209'1.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT CHAMBERS,
 FP0209'AT THE EAST END OF A DEEP HIGHWAY CUT, THENCE NORTH ABOUT 300 FEET TO
 FP0209'THE TOP OF THE RIM, 24 FEET WEST OF THE EDGE OF THE RIM AND 11 FEET
 FP0209'NORTHEAST OF THE POWER POLE, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 FP0209'IS FLUSH.
 FP0209
 FP0209                          STATION RECOVERY (1970)
 FP0209
 FP0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0207 ***********************************************************************
 FP0207  DESIGNATION -  CHAMBERS RM 2
 FP0207  PID         -  FP0207
 FP0207  STATE/COUNTY-  AZ/APACHE
 FP0207  USGS QUAD   -  CHAMBERS (1971)
 FP0207
 FP0207                         *CURRENT SURVEY CONTROL
 FP0207  ___________________________________________________________________
 FP0207* NAD 83(1986)-  35 10 57.     (N)    109 27 31.     (W)     SCALED    
 FP0207* NAVD 88     -      1776.549  (meters)    5828.56   (feet)  ADJUSTED  
 FP0207  ___________________________________________________________________
 FP0207  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0207  DYNAMIC HT  -        1774.077 (meters)    5820.45  (feet)  COMP
 FP0207  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0207
 FP0207  VERT ORDER  -  SECOND    CLASS 0
 FP0207
 FP0207.The horizontal coordinates were scaled from a topographic map and have
 FP0207.an estimated accuracy of +/- 6 seconds.
 FP0207
 FP0207.The orthometric height was determined by differential leveling
 FP0207.and adjusted in June 1991.
 FP0207
 FP0207.The geoid height was determined by GEOID03.
 FP0207
 FP0207.The dynamic height is computed by dividing the NAVD 88
 FP0207.geopotential number by the normal gravity value computed on the
 FP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0207.degrees latitude (g = 980.6199 gals.).
 FP0207
 FP0207.The modeled gravity was interpolated from observed gravity values.
 FP0207
 FP0207;                    North         East    Units  Estimated Accuracy
 FP0207;SPC AZ E     -   464,050.      277,850.      MT  (+/- 180 meters Scaled)
 FP0207
 FP0207                          SUPERSEDED SURVEY CONTROL
 FP0207
 FP0207  NGVD 29 (??/??/92) 1775.633  (m)         5825.56   (f) ADJ UNCH    2 0
 FP0207
 FP0207.Superseded values are not recommended for survey control.
 FP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0207.See file dsdata.txt to determine how the superseded data were derived.
 FP0207
 FP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD403943(NAD 83)
 FP0207_MARKER: DR = REFERENCE MARK DISK
 FP0207_SETTING: 66 = SET IN ROCK OUTCROP
 FP0207_SP_SET: ROCK OUTCROP
 FP0207_STAMPING: CHAMBERS NO 2 1959
 FP0207_MARK LOGO: CGS   
 FP0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0207+STABILITY: POSITION/ELEVATION WELL
 FP0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0207+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1970
 FP0207
 FP0207  HISTORY     - Date     Condition        Report By
 FP0207  HISTORY     - 1959     MONUMENTED       CGS
 FP0207  HISTORY     - 19700622 GOOD             USGS
 FP0207
 FP0207                          STATION DESCRIPTION
 FP0207
 FP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0207'1.3 MI W FROM CHAMBERS.
 FP0207'1.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT CHAMBERS,
 FP0207'TO THE EAST END OF A DEEP HIGHWAY CUT, THENCE NORTH ABOUT 300 FEET TO
 FP0207'THE TOP OF THE RIM, 40 FEET NORTHWEST OF THE POWER POLE, CEMENTED IN A
 FP0207'DRILL HOLE IN BEDROCK THAT PROJECTS 12 INCHES.
 FP0207
 FP0207                          STATION RECOVERY (1970)
 FP0207
 FP0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2239 ***********************************************************************
 DU2239  DESIGNATION -  CHAN
 DU2239  PID         -  DU2239
 DU2239  STATE/COUNTY-  AZ/MARICOPA
 DU2239  USGS QUAD   -  GUADALUPE (1982)
 DU2239
 DU2239                         *CURRENT SURVEY CONTROL
 DU2239  ___________________________________________________________________
 DU2239* NAD 83(2007)-  33 18 18.78380(N)    111 58 21.40130(W)     ADJUSTED  
 DU2239* NAVD 88     -       369.4    (meters)    1212.     (feet)  VERTCON   
 DU2239  ___________________________________________________________________
 DU2239  EPOCH DATE  -        2007.00
 DU2239  X           -  -1,996,627.827 (meters)                     COMP
 DU2239  Y           -  -4,948,636.650 (meters)                     COMP
 DU2239  Z           -   3,482,485.554 (meters)                     COMP
 DU2239  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DU2239  ELLIP HEIGHT-         339.563 (meters)          (02/10/07) ADJUSTED
 DU2239  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DU2239
 DU2239  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2239  Type    PID    Designation                      North   East  Ellip
 DU2239  -------------------------------------------------------------------
 DU2239  NETWORK DU2239 CHAN                              2.49   1.92   6.66
 DU2239  -------------------------------------------------------------------
 DU2239
 DU2239.The horizontal coordinates were established by GPS observations
 DU2239.and adjusted by the National Geodetic Survey in February 2007.
 DU2239
 DU2239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2239.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2239.The horizontal coordinates are valid at the epoch date displayed above.
 DU2239.The epoch date for horizontal control is a decimal equivalence
 DU2239.of Year/Month/Day.
 DU2239
 DU2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2239
 DU2239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2239
 DU2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2239
 DU2239.The ellipsoidal height was determined by GPS observations
 DU2239.and is referenced to NAD 83.
 DU2239
 DU2239.The geoid height was determined by GEOID03.
 DU2239
 DU2239;                    North         East     Units Scale Factor Converg.
 DU2239;SPC AZ C     -   255,600.390   208,150.374   MT  0.99990033   -0 01 50.6
 DU2239;SPC AZ C     -   838,583.96    682,908.05   iFT  0.99990033   -0 01 50.6
 DU2239;UTM  12      - 3,685,546.253   409,455.069   MT  0.99970108   -0 32 02.7
 DU2239
 DU2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2239!SPC AZ C     -   0.99994669  x   0.99990033  =   0.99984703
 DU2239!UTM  12      -   0.99994669  x   0.99970108  =   0.99964779
 DU2239
 DU2239                          SUPERSEDED SURVEY CONTROL
 DU2239
 DU2239  ELLIP H (06/11/02)  339.587  (m)                       GP(       ) 4 2
 DU2239  NAD 83(1992)-  33 18 18.78258(N)    111 58 21.40133(W) AD(       ) 1
 DU2239  ELLIP H (08/23/93)  339.659  (m)                       GP(       ) 4 2
 DU2239  NAD 83(1986)-  33 18 18.77636(N)    111 58 21.40638(W) AD(       ) 1
 DU2239  NGVD 29 (09/11/89)  368.8    (m)         1210.     (f) GPS OBS     3  
 DU2239
 DU2239.Superseded values are not recommended for survey control.
 DU2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2239.See file dsdata.txt to determine how the superseded data were derived.
 DU2239
 DU2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0945585546(NAD 83)
 DU2239_MARKER: DD = SURVEY DISK
 DU2239_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU2239+WITH SETTING: PAVEMENT
 DU2239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2239+STABILITY: SURFACE MOTION
 DU2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2239+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2239
 DU2239  HISTORY     - Date     Condition        Report By
 DU2239  HISTORY     - 1986     MONUMENTED       AZDT
 DU2239
 DU2239                          STATION DESCRIPTION
 DU2239
 DU2239'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2239'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTH OF GUADALUPE,
 DU2239'ARIZONA.
 DU2239'
 DU2239'TO REACH THE STATION, GO TO THE BRIDGE OVER THE INTERSECTION OF
 DU2239'INTERSTATE HWY. 10 AND CHANDLER ROAD.  THE STATION IS LOCATED ON
 DU2239'THE SOUTHWEST CORNER OF THE BRIDGE.
 DU2239'
 DU2239'THE STATION IS A STANDARD AGS DISK
 DU2239'STAMPED---CHAN 1986---,
 DU2239'SET INTO CONCRETE IN A BRIDGE ABUTMENT DECK.  LOCATED
 DU2239'0.79 METERS (2.6 FT) NORTH FROM THE SOUTH CURB,
 DU2239'1.28 METERS (4.2 FT) WEST FROM THE EXPANSION JOINT,
 DU2239'6.82 METERS (22.4 FT) SOUTH FROM THE CENTERLINE OF CHANDLER ROAD
 DU2239'(WILLIAMS FIELD ROAD),
 DU2239'1.79 KM (5.9 FT) EAST FROM THE WEST EDGE OF THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2165 ***********************************************************************
 DU2165  DESIGNATION -  CHANDLER
 DU2165  PID         -  DU2165
 DU2165  STATE/COUNTY-  AZ/MARICOPA
 DU2165  USGS QUAD   -  CHANDLER (1981)
 DU2165
 DU2165                         *CURRENT SURVEY CONTROL
 DU2165  ___________________________________________________________________
 DU2165* NAD 83(1992)-  33 18 00.67154(N)    111 50 16.76123(W)     ADJUSTED  
 DU2165* NAVD 88     -       412.7    (meters)    1354.     (feet)  VERTCON   
 DU2165  ___________________________________________________________________
 DU2165  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DU2165  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2165  HORZ ORDER  -  SECOND
 DU2165
 DU2165.The horizontal coordinates were established by classical geodetic methods
 DU2165.and adjusted by the National Geodetic Survey in August 1993.
 DU2165
 DU2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2165
 DU2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2165
 DU2165.The geoid height was determined by GEOID03.
 DU2165
 DU2165;                    North         East     Units Scale Factor Converg.
 DU2165;SPC AZ C     -   255,043.803   220,686.928   MT  0.99990066   +0 02 35.5
 DU2165;SPC AZ C     -   836,757.88    724,038.48   iFT  0.99990066   +0 02 35.5
 DU2165;UTM  12      - 3,684,879.699   421,983.587   MT  0.99967504   -0 27 36.4
 DU2165
 DU2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2165!SPC AZ C     -   0.99993990  x   0.99990066  =   0.99984056
 DU2165!UTM  12      -   0.99993990  x   0.99967504  =   0.99961496
 DU2165
 DU2165:                Primary Azimuth Mark                     Grid Az
 DU2165:SPC AZ C     -  GERM                                     186 36 38.1
 DU2165:UTM  12      -  GERM                                     187 06 50.0
 DU2165
 DU2165|---------------------------------------------------------------------|
 DU2165| PID    Reference Object                     Distance      Geod. Az  |
 DU2165|                                                           dddmmss.s |
 DU2165| DU2162 GERM                                APPROX. 2.9 KM 1863913.6 |
 DU2165|---------------------------------------------------------------------|
 DU2165
 DU2165                          SUPERSEDED SURVEY CONTROL
 DU2165
 DU2165  NAD 83(1986)-  33 18 00.66542(N)    111 50 16.76536(W) AD(       ) 2
 DU2165  NAD 27      -  33 18 00.48677(N)    111 50 14.26111(W) AD(       ) 2
 DU2165  NGVD 29 (07/19/86)  412.2    (m)         1352.     (f) VERT ANG    3  
 DU2165
 DU2165.Superseded values are not recommended for survey control.
 DU2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2165.See file dsdata.txt to determine how the superseded data were derived.
 DU2165
 DU2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2198484880(NAD 83)
 DU2165_MARKER: DD = SURVEY DISK
 DU2165_SETTING: 0 = UNSPECIFIED SETTING
 DU2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2165
 DU2165  HISTORY     - Date     Condition        Report By
 DU2165  HISTORY     - 1976     MONUMENTED       AZDT
 DU2165  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU2165
 DU2165                          STATION DESCRIPTION
 DU2165
 DU2165'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2165'NO RMS ESTABLISHED AT THIS STATION.
 DU2165'
 DU2165'THE STATION IS LOCATED IN SOUTH CHANDLER ON TOP OF A LARGE OVAL
 DU2165'WATER TOWER WITH SIX LEGS.
 DU2165'
 DU2165'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CHANDLER
 DU2165'1976 AND IS EPOXIED ON TOP CENTER VENTILATOR, THE HIGHEST POINT
 DU2165'OF TOWER.
 DU2165'
 DU2165'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA AVE. AND
 DU2165'CHICAGO ST. IN SOUTH CHANDLER, GO EAST FOR ONE BLOCK TO THE CITY
 DU2165'MAINTENANCE YARD.  GO INSIDE YARD TO OFFICE AND OBTAIN PERMISSION
 DU2165'TO ASCEND THE TOWER AND TO THE STATION.
 DU2165'
 DU2165'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2165
 DU2165                          STATION RECOVERY (2005)
 DU2165
 DU2165'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2165' 
 DU2165'COULD NOT LOCATE TOWER. THE CHANDLER MAINTENANCE YARD IS NOW THE
 DU2165'CHANDLER OPERATIONS FACILITY. ASKED EMPLOYEE IN THE FACILITY ABOUT THE
 DU2165'TOWER AND THEY INDICATED IT HAD BEEN REMOVED. THEY INDICATED WHERE THE
 DU2165'TOWER WAS LOCATED. WENT TO THE TOWER LOCATION AND THE YARD EMPLOYEE
 DU2165'REMEMBERED THE TOWER AND POINTED OUT WHERE IT HAD BEEN LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2159 ***********************************************************************
 DU2159  DESIGNATION -  CHANDLER NEW MUNICIPAL TANK
 DU2159  PID         -  DU2159
 DU2159  STATE/COUNTY-  AZ/MARICOPA
 DU2159  USGS QUAD   -  CHANDLER (1981)
 DU2159
 DU2159                         *CURRENT SURVEY CONTROL
 DU2159  ___________________________________________________________________
 DU2159* NAD 83(1992)-  33 18 00.66817(N)    111 50 16.77661(W)     ADJUSTED  
 DU2159* NAVD 88     -              **(meters)            **(feet)            
 DU2159  ___________________________________________________________________
 DU2159  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DU2159  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2159  HORZ ORDER  -  THIRD
 DU2159
 DU2159.The horizontal coordinates were established by classical geodetic methods
 DU2159.and adjusted by the National Geodetic Survey in August 1993.
 DU2159
 DU2159
 DU2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2159
 DU2159.The geoid height was determined by GEOID03.
 DU2159
 DU2159;                    North         East     Units Scale Factor Converg.
 DU2159;SPC AZ C     -   255,043.699   220,686.530   MT  0.99990066   +0 02 35.5
 DU2159;SPC AZ C     -   836,757.54    724,037.17   iFT  0.99990066   +0 02 35.5
 DU2159;UTM  12      - 3,684,879.598   421,983.188   MT  0.99967504   -0 27 36.4
 DU2159
 DU2159                          SUPERSEDED SURVEY CONTROL
 DU2159
 DU2159  NAD 83(1986)-  33 18 00.66213(N)    111 50 16.78066(W) AD(       ) 4
 DU2159  NAD 27      -  33 18 00.47900(N)    111 50 14.28100(W) AD(       ) 3
 DU2159
 DU2159.Superseded values are not recommended for survey control.
 DU2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2159.See file dsdata.txt to determine how the superseded data were derived.
 DU2159
 DU2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2198384880(NAD 83)
 DU2159_MARKER: 53 = ELEVATED TANK
 DU2159
 DU2159  HISTORY     - Date     Condition        Report By
 DU2159  HISTORY     - 1962     FIRST OBSERVED   CGS
 DU2159  HISTORY     - 1979     GOOD             NGS
 DU2159  HISTORY     - 1983     GOOD             NGS
 DU2159  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU2159
 DU2159                          STATION DESCRIPTION
 DU2159
 DU2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2159'STATION IS LOCATED JUST EAST OF THE BUSINESS SECTION OF
 DU2159'CHANDLER.
 DU2159'
 DU2159'STATION IS A LARGE OVAL SHAPED WATER TANK, IS PAINTED SILVER,
 DU2159'IS SUPPORTED BY 8 LEGS AND IS APPROXIMATELY 125 HIGH.  THIS
 DU2159'TANK IS THE NEWER ONE OF TWO AND IS THE SOUTH ONE.
 DU2159'
 DU2159'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 DU2159
 DU2159                          STATION RECOVERY (1979)
 DU2159
 DU2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2159'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 DU2159'ORIGINALLY DESCRIBED.  TRIANGULATION STATION CHANDLER (AZ DOT) 1976
 DU2159'IS EPOXIED ON TOP CENTER OF THE VENTILATOR OF THIS TANK.
 DU2159'
 DU2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHANDLER.
 DU2159
 DU2159                          STATION RECOVERY (1983)
 DU2159
 DU2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 DU2159'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2159'
 DU2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST EDGE OF
 DU2159'CHANDLER.
 DU2159
 DU2159                          STATION RECOVERY (2005)
 DU2159
 DU2159'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2159' 
 DU2159'COULD NOT LOCATE TOWER. THE CHANDLER MAINTENANCE YARD IS NOW THE
 DU2159'CHANDLER OPERATIONS FACILITY. ASKED EMPLOYEE IN THE FACILITY ABOUT THE
 DU2159'TOWER AND THEY INDICATED IT HAD BEEN REMOVED. THEY INDICATED WHERE THE
 DU2159'TOWER WAS LOCATED. WENT TO THE TOWER LOCATION AND THE YARD EMPLOYEE
 DU2159'REMEMBERED THE TOWER AND POINTED OUT WHERE IT HAD BEEN LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0906 ***********************************************************************
 FR0906  DESIGNATION -  CHANGE
 FR0906  PID         -  FR0906
 FR0906  STATE/COUNTY-  AZ/COCONINO
 FR0906  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0906
 FR0906                         *CURRENT SURVEY CONTROL
 FR0906  ___________________________________________________________________
 FR0906* NAD 83(1992)-  35 58 19.48863(N)    112 38 04.64413(W)     ADJUSTED  
 FR0906* NAVD 88     -      1772.4    (meters)    5815.     (feet)  VERTCON   
 FR0906  ___________________________________________________________________
 FR0906  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FR0906  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FR0906  HORZ ORDER  -  FIRST
 FR0906
 FR0906.The horizontal coordinates were established by classical geodetic methods
 FR0906.and adjusted by the National Geodetic Survey in August 1993.
 FR0906
 FR0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0906
 FR0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0906
 FR0906.The geoid height was determined by GEOID03.
 FR0906
 FR0906;                    North         East     Units Scale Factor Converg.
 FR0906;SPC AZ C     -   551,653.554   148,609.512   MT  0.99995164   -0 25 18.2
 FR0906;SPC AZ C     - 1,809,886.99    487,564.02   iFT  0.99995164   -0 25 18.2
 FR0906;UTM  12      - 3,982,086.861   352,617.117   MT  0.99986766   -0 57 37.2
 FR0906
 FR0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0906!SPC AZ C     -   0.99972559  x   0.99995164  =   0.99967724
 FR0906!UTM  12      -   0.99972559  x   0.99986766  =   0.99959328
 FR0906
 FR0906|---------------------------------------------------------------------|
 FR0906| PID    Reference Object                     Distance      Geod. Az  |
 FR0906|                                                           dddmmss.s |
 FR0906| CH2895 CHANGE RM 1                          10.642 METERS 05656     |
 FR0906| CH2894 CHANGE AZ MK                                       0963801.0 |
 FR0906| CH2896 CHANGE RM 2                          12.945 METERS 33823     |
 FR0906|---------------------------------------------------------------------|
 FR0906
 FR0906                          SUPERSEDED SURVEY CONTROL
 FR0906
 FR0906  NAD 83(1986)-  35 58 19.48252(N)    112 38 04.64257(W) AD(       ) 1
 FR0906  NAD 27      -  35 58 19.54100(N)    112 38 01.97600(W) AD(       ) 1
 FR0906  NGVD 29 (05/08/89) 1771.5    (m)         5812.     (f) VERT ANG    3  
 FR0906
 FR0906.Superseded values are not recommended for survey control.
 FR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0906.See file dsdata.txt to determine how the superseded data were derived.
 FR0906
 FR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE5261782087(NAD 83)
 FR0906_MARKER: DS = TRIANGULATION STATION DISK
 FR0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0906
 FR0906  HISTORY     - Date     Condition        Report By
 FR0906  HISTORY     - 1934     MONUMENTED       CGS
 FR0906  HISTORY     - 1936     GOOD             CGS
 FR0906  HISTORY     - 1953     GOOD             FAS
 FR0906  HISTORY     - 1955     GOOD             CGS
 FR0906  HISTORY     - 1956     GOOD             USGS
 FR0906  HISTORY     - 1973     GOOD             NGS
 FR0906
 FR0906                          STATION DESCRIPTION
 FR0906
 FR0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FR0906'STATION IS ON ABOUT THE HIGHEST POINT OF A VERY GENTLE RIDGE,
 FR0906'ABOUT 11 MILES (AIRLINE) NW OF REDLANDS TANKS (W-TRIANGLE
 FR0906'RANCH), 28 MILES WSW FROM GRAND CANYON VILLAGE.  THE RIDGE IS THE
 FR0906'HIGHEST IN THE IMMEDIATE VICINITY AND THERE ARE MORE SCRUB
 FR0906'TREES ON IT THAN ANY OF THE SURROUNDING RIDGES.
 FR0906'
 FR0906'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET
 FR0906'IN CONCRETE.
 FR0906'
 FR0906'SURFACE AND REFERENCE MARKS PROJECT TEN INCHES ABOVE GROUND.
 FR0906'
 FR0906'REACHED FROM ANITA, A STATION ON THE GRAND CANYON RAILROAD, BY
 FR0906'FOLLOWING THE MAIN-TRAVELED ROAD 12 MILES IN A WESTERLY DIRECTION
 FR0906'TO THE RED LANDS TANKS (W-TRIANGLE RANCH).  FROM THE RANCH HOUSE,
 FR0906'CONTINUE W PASSING THROUGH THE CORRALS.  A DIM ROAD LEADS FROM
 FR0906'THE CORRALS TO A LARGE STONE TANK (W-TRIANGLE CISTERN) ABOUT 2
 FR0906'MILES NW.  FROM THIS TANK CONTINUE W ON TRACKED OUT ROAD 4.0
 FR0906'MILES TO GATE IN FENCE, PASS THROUGH GATE AND CONTINUE 7.6
 FR0906'MILES TO THE RIDGE DESCRIBED.  TURN LEFT AND DRIVE 0.7 MILE TO
 FR0906'TOP OF RIDGE, THENCE SW ALONG RIDGE TO STATION.
 FR0906
 FR0906                          STATION RECOVERY (1936)
 FR0906
 FR0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0906'ON THE ROLLING, GRASSY FLATS LYING ABOUT 7 MILES S OF THE CANYON
 FR0906'OF THE COLORADO RIVER, 22 MILES NE OF ROSEWELL RANCH AND ABOUT
 FR0906'6-1/4 MILES E OF THE E BOUNDARY OF THE HUALPAI INDIAN RESERVATION,
 FR0906'NEAR THE N SIDE OF A SLIGHT RISE OF GROUND AND THE BEGINNING OF
 FR0906'THE GENERAL SLOPE TOWARDS THE RIVER.  IN RANGE WITH THE W END
 FR0906'OF THE HIGHER CANYON WALL TO THE N AND THE EXTREME W END OF THE
 FR0906'LOW-LYING RANGE ON THE HORIZON TO THE S (ROSEWELL), A STANDARD
 FR0906'STATION MARK STAMPED CHANGE 1934, SET IN CONCRETE.  REFERENCE
 FR0906'MARK NO. 1 IS N BY E OF THE STATION IN RANGE WITH THE
 FR0906'LIGHT-COLORED ROCKY POINT AT THE N WALL OF THE CANYON.
 FR0906'REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN RANGE WITH THE
 FR0906'S SIDE OF THE LOW, SKYLINE GAP TO THE WNW.  BOTH REFERENCE
 FR0906'MARKS ARE STANDARD REFERENCE DISKS, STAMPED NOS. 1 AND 2
 FR0906'1934, RESPECTIVELY.  THEY ARE SET IN CONCRETE POSTS.  THE
 FR0906'AZIMUTH MARK WHICH WAS ESTABLISHED AT THIS OCCUPATION OF THE
 FR0906'STATION, IS APPROXIMATELY 0.4 MILE E BY N OF THE STATION,
 FR0906'ABOUT 200 YARDS W OF THE POINT WHERE THE PLAIN SLOPES
 FR0906'GRADUALLY DOWN INTO A WASH, A STANDARD AZIMUTH DISK,
 FR0906'STAMPED CHANGE 1934-1936, SET IN TOP OF A CONCRETE POST.
 FR0906'
 FR0906'TO REACH THE STATION FROM THE MAIN INTERSECTION AT SELIGMAN
 FR0906'(WAYSIDE CAFE), GO EASTERLY ON U.S. HIGHWAY 66 FOR 1.0 MILE AND
 FR0906'TURN LEFT (N) ON DIRT ROAD AT A TEXACO STATION ON THE LEFT,
 FR0906'THENCE 0.2 MILE AND BEAR RIGHT THROUGH GATE, THENCE N ON THE
 FR0906'MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8 MILES TO ROSEWELL
 FR0906'RANCH, THENCE N ON THE MAIN ROAD FOR 0.8 MILE AND TAKE LEFT FORK
 FR0906'NW UP HILL, THENCE NE FROM THE TOP OF THE HILL ON THE
 FR0906'MAIN-TRAVELED ROAD FOR 21.5 MILES, OR 7.7 MILES PAST AN EARTH TANK
 FR0906'DAM ON THE RIGHT, AND TURN RIGHT AT CROSSROADS, THENCE E,
 FR0906'SE AND S FOR 4.8 MILES AND KEEP RIGHT FORK, THENCE S FOR 1.5
 FR0906'MILES TO TOP OF RIDGE AND TURN LEFT OFF ROAD AND GO NE (52
 FR0906'DEGREES MAGNETIC) ACROSS COUNTRY FOR 2.3 MILES TO THE
 FR0906'STATION.
 FR0906
 FR0906                          STATION RECOVERY (1953)
 FR0906
 FR0906'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 FR0906'RECOVERED STATION AND REFERENCE MARKS IN GOOD CONDITION.  PUBLISHED
 FR0906'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 FR0906
 FR0906                          STATION RECOVERY (1955)
 FR0906
 FR0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0906'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FR0906'AND IN GOOD CONDITION.  DIRECTIONS FOR REACHING THE STATION HAVE
 FR0906'BECOME OBSOLETE.
 FR0906'
 FR0906'TO REACH THE STATION FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR
 FR0906'11.4 MI. TO A ROAD LEADING RIGHT.  TAKE THIS ROAD THROUGH A
 FR0906'CATTLE GUARD AND CONTINUE N FOR 2.7 MI. TO A GATE (HOUSE ON THE
 FR0906'LEFT).  PASS THROUGH THE GATE AND CONTINUE ON THE SAME ROAD FOR
 FR0906'3.5 MI. TO A CATTLE GUARD, CONTINUE ON THE SAME ROAD FOR 20.9
 FR0906'MI. PAST SEVERAL STEEL WATER TANKS TO ROSEWELL RANCH.  GO PAST
 FR0906'THE RANCH FOR 0.8 MI., TAKE THE LEFT FORK FOR 21.8 MI.
 FR0906'ALONGSIDE AN UNDERGROUND PIPELINE TO THE FIFTH AND LAST STEEL
 FR0906'WATER TANK AND RANCH BUILDINGS.  PASS THROUGH A FENCE ON THE
 FR0906'RIGHT SIDE OF A CORRAL AND TAKE A ROAD FOR 0.9 MI. TO A DIM
 FR0906'TRACK ROAD TO THE RIGHT.  TAKE THIS ROAD FOR 1.4 MI. TO A
 FR0906'CLUMP OF JUNIPER TREES, TURN RIGHT (SW) AND DRIVE 0.3 MI. TO
 FR0906'THE STATION.
 FR0906'
 FR0906'AZIMUTH MARK WAS NOT SEARCHED FOR.
 FR0906
 FR0906                          STATION RECOVERY (1956)
 FR0906
 FR0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FR0906'RECOVERED IN GOOD CONDITION.
 FR0906
 FR0906                          STATION RECOVERY (1973)
 FR0906
 FR0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JHW)
 FR0906'GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS WERE
 FR0906'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 FR0906'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0245 ***********************************************************************
 GQ0245  DESIGNATION -  CHAPIN
 GQ0245  PID         -  GQ0245
 GQ0245  STATE/COUNTY-  AZ/COCONINO
 GQ0245  USGS QUAD   -  TOPOCOBA HILLTOP (1988)
 GQ0245
 GQ0245                         *CURRENT SURVEY CONTROL
 GQ0245  ___________________________________________________________________
 GQ0245* NAD 83(1992)-  36 08 17.78456(N)    112 31 05.82737(W)     ADJUSTED  
 GQ0245* NAVD 88     -      1865.0    (meters)    6119.     (feet)  VERTCON   
 GQ0245  ___________________________________________________________________
 GQ0245  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 GQ0245  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0245  HORZ ORDER  -  THIRD
 GQ0245
 GQ0245.The horizontal coordinates were established by classical geodetic methods
 GQ0245.and adjusted by the National Geodetic Survey in August 1993.
 GQ0245
 GQ0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0245
 GQ0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0245
 GQ0245.The geoid height was determined by GEOID03.
 GQ0245
 GQ0245;                    North         East     Units Scale Factor Converg.
 GQ0245;SPC AZ C     -   570,021.865   159,215.799   MT  0.99993611   -0 21 17.3
 GQ0245;SPC AZ C     - 1,870,150.48    522,361.55   iFT  0.99993611   -0 21 17.3
 GQ0245;UTM  12      - 4,000,352.722   363,394.915   MT  0.99982993   -0 53 43.9
 GQ0245
 GQ0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0245!SPC AZ C     -   0.99971103  x   0.99993611  =   0.99964715
 GQ0245!UTM  12      -   0.99971103  x   0.99982993  =   0.99954101
 GQ0245
 GQ0245:                Primary Azimuth Mark                     Grid Az
 GQ0245:SPC AZ C     -  OLIVER                                   303 52 53.0
 GQ0245:UTM  12      -  OLIVER                                   304 25 19.6
 GQ0245
 GQ0245|---------------------------------------------------------------------|
 GQ0245| PID    Reference Object                     Distance      Geod. Az  |
 GQ0245|                                                           dddmmss.s |
 GQ0245| GQ0263 OLIVER                              APPROX. 7.8 KM 3033135.7 |
 GQ0245|---------------------------------------------------------------------|
 GQ0245
 GQ0245                          SUPERSEDED SURVEY CONTROL
 GQ0245
 GQ0245  NAD 83(1986)-  36 08 17.77757(N)    112 31 05.82555(W) AD(       ) 3
 GQ0245  NGVD 29 (05/08/89) 1864.1    (m)         6116.     (f) VERT ANG    3  
 GQ0245
 GQ0245.Superseded values are not recommended for survey control.
 GQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0245.See file dsdata.txt to determine how the superseded data were derived.
 GQ0245
 GQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6339500353(NAD 83)
 GQ0245_MARKER: DS = TRIANGULATION STATION DISK
 GQ0245_SETTING: 80 = SET IN A BOULDER
 GQ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0245+STABILITY: SURFACE MOTION
 GQ0245
 GQ0245  HISTORY     - Date     Condition        Report By
 GQ0245  HISTORY     - 1903     MONUMENTED       USGS
 GQ0245
 GQ0245                          STATION DESCRIPTION
 GQ0245
 GQ0245'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0245'LOCATED 5 MI E. OF CATARACT CREEK, ABOUT 3 MI S. OF BASS AND
 GQ0245'SUPAI RD.  ON PROMINENT RIDGE.
 GQ0245'
 GQ0245'TO REACH FROM BASS AND SUPAI RD., TAKE SADDLE HORSES.
 GQ0245'
 GQ0245'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0245'LIMESTONE ROCK.
 GQ0245'
 GQ0245'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0246 ***********************************************************************
 GQ0246  DESIGNATION -  CHAPIN 2
 GQ0246  PID         -  GQ0246
 GQ0246  STATE/COUNTY-  AZ/COCONINO
 GQ0246  USGS QUAD   -  TOPOCOBA HILLTOP (1988)
 GQ0246
 GQ0246                         *CURRENT SURVEY CONTROL
 GQ0246  ___________________________________________________________________
 GQ0246* NAD 83(1992)-  36 08 17.83616(N)    112 31 05.86766(W)     ADJUSTED  
 GQ0246* NAVD 88     -      1865.0    (meters)    6119.     (feet)  VERTCON   
 GQ0246  ___________________________________________________________________
 GQ0246  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 GQ0246  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0246  HORZ ORDER  -  THIRD
 GQ0246
 GQ0246.The horizontal coordinates were established by classical geodetic methods
 GQ0246.and adjusted by the National Geodetic Survey in August 1993.
 GQ0246
 GQ0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0246
 GQ0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0246
 GQ0246.The geoid height was determined by GEOID03.
 GQ0246
 GQ0246;                    North         East     Units Scale Factor Converg.
 GQ0246;SPC AZ C     -   570,023.462   159,214.801   MT  0.99993611   -0 21 17.3
 GQ0246;SPC AZ C     - 1,870,155.72    522,358.27   iFT  0.99993611   -0 21 17.3
 GQ0246;UTM  12      - 4,000,354.328   363,393.933   MT  0.99982993   -0 53 43.9
 GQ0246
 GQ0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0246!SPC AZ C     -   0.99971103  x   0.99993611  =   0.99964715
 GQ0246!UTM  12      -   0.99971103  x   0.99982993  =   0.99954101
 GQ0246
 GQ0246:                Primary Azimuth Mark                     Grid Az
 GQ0246:SPC AZ C     -  APACHE                                   011 04 52.1
 GQ0246:UTM  12      -  APACHE                                   011 37 18.7
 GQ0246
 GQ0246|---------------------------------------------------------------------|
 GQ0246| PID    Reference Object                     Distance      Geod. Az  |
 GQ0246|                                                           dddmmss.s |
 GQ0246| GQ0302 APACHE                              APPROX. 8.5 KM 0104334.8 |
 GQ0246|---------------------------------------------------------------------|
 GQ0246
 GQ0246                          SUPERSEDED SURVEY CONTROL
 GQ0246
 GQ0246  NAD 83(1986)-  36 08 17.82923(N)    112 31 05.86663(W) AD(       ) 3
 GQ0246  NGVD 29 (05/08/89) 1864.1    (m)         6116.     (f) VERT ANG    3  
 GQ0246
 GQ0246.Superseded values are not recommended for survey control.
 GQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0246.See file dsdata.txt to determine how the superseded data were derived.
 GQ0246
 GQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6339400354(NAD 83)
 GQ0246_MARKER: DD = SURVEY DISK
 GQ0246_SETTING: 80 = SET IN A BOULDER
 GQ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0246+STABILITY: SURFACE MOTION
 GQ0246
 GQ0246  HISTORY     - Date     Condition        Report By
 GQ0246  HISTORY     - 1956     MONUMENTED       USGS
 GQ0246
 GQ0246                          STATION DESCRIPTION
 GQ0246
 GQ0246'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0246'LOCATED 5 MI E. OF CATARACT CREEK, ABOUT 3 MI S. OF BASS AND
 GQ0246'SUPAI RD.  ON PROMINENT RIDGE.  RIDGE HAD BEEN TIMBERED AND BURNT
 GQ0246'OVER AND SOME CUTTING WAS NECESSARY TO CLEAR IT.
 GQ0246'
 GQ0246'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0246'TO JCT. OF HILLTOP PASTURE WASH RDS.  CONTINUE ON HILLTOP RD. 4.8
 GQ0246'MI.  TURN LEFT ON DIM JEEP RD. AND GO 2.1 MI TO STATION.
 GQ0246'
 GQ0246'STATION MARK--STANDARD TABLET STAMPED---CHAPIN 2 1956---, CEMENTED
 GQ0246'IN LIMESTONE ROCK.
 GQ0246'
 GQ0246'RM 1--COPPER NAIL AND WASHER SET IN ROOT OF 12-INCH JUNIPER
 GQ0246'TREE.
 GQ0246'
 GQ0246'RM 2--COPPER NAIL AND WASHER SET IN ROOT OF 6-INCH JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1092 ***********************************************************************
 CY1092  DESIGNATION -  CHAPMAN
 CY1092  PID         -  CY1092
 CY1092  STATE/COUNTY-  AZ/GREENLEE
 CY1092  USGS QUAD   -  YORK (1986)
 CY1092
 CY1092                         *CURRENT SURVEY CONTROL
 CY1092  ___________________________________________________________________
 CY1092* NAD 83(1992)-  32 55 42.79821(N)    109 14 27.53976(W)     ADJUSTED  
 CY1092* NAVD 88     -      1156.2    (meters)    3793.     (feet)  VERTCON   
 CY1092  ___________________________________________________________________
 CY1092  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CY1092  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CY1092  HORZ ORDER  -  SECOND
 CY1092
 CY1092.The horizontal coordinates were established by classical geodetic methods
 CY1092.and adjusted by the National Geodetic Survey in August 1993.
 CY1092
 CY1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1092
 CY1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1092
 CY1092.The geoid height was determined by GEOID03.
 CY1092
 CY1092;                    North         East     Units Scale Factor Converg.
 CY1092;SPC AZ E     -   214,208.987   299,930.639   MT  0.99999238   +0 30 11.6
 CY1092;SPC AZ E     -   702,785.39    984,024.41   iFT  0.99999238   +0 30 11.6
 CY1092;UTM  12      - 3,644,739.191   664,462.973   MT  0.99993351   +0 57 23.1
 CY1092
 CY1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1092!SPC AZ E     -   0.99982256  x   0.99999238  =   0.99981494
 CY1092!UTM  12      -   0.99982256  x   0.99993351  =   0.99975608
 CY1092
 CY1092|---------------------------------------------------------------------|
 CY1092| PID    Reference Object                     Distance      Geod. Az  |
 CY1092|                                                           dddmmss.s |
 CY1092| CC7121 CHAPMAN 1455 16A                                   02802     |
 CY1092| CC7122 CHAPMAN RM 2                         14.179 METERS 13420     |
 CY1092| CY1093 RATTLER                             APPROX. 5.2 KM 3521932.6 |
 CY1092|---------------------------------------------------------------------|
 CY1092
 CY1092                          SUPERSEDED SURVEY CONTROL
 CY1092
 CY1092  NAD 83(1986)-  32 55 42.79399(N)    109 14 27.53695(W) AD(       ) 2
 CY1092  NAD 27      -  32 55 42.55768(N)    109 14 25.29395(W) AD(       ) 2
 CY1092  NGVD 29 (07/19/86) 1155.5    (m)         3791.     (f) VERT ANG    3  
 CY1092
 CY1092.Superseded values are not recommended for survey control.
 CY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1092.See file dsdata.txt to determine how the superseded data were derived.
 CY1092
 CY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6446344739(NAD 83)
 CY1092_MARKER: DD = SURVEY DISK
 CY1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1092
 CY1092  HISTORY     - Date     Condition        Report By
 CY1092  HISTORY     - 1976     MONUMENTED       AZDT
 CY1092
 CY1092                          STATION DESCRIPTION
 CY1092
 CY1092'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1092'THE STATION IS ABOUT 28 MILES EAST NORTHEAST OF SAFFORD, 9.5 MILES
 CY1092'EAST SOUTHEAST OF CLIFTON AND IS LOCATED ON NOSE OF A RIDGE ON
 CY1092'NORTH SIDE OF HWY. 666.
 CY1092'
 CY1092'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHAPMAN 1976
 CY1092'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.2
 CY1092'FEET.  STATION IS 500 FEET NORTH OF U.S. HWY. 666 AND IS MARKED
 CY1092'BY A WITNESS POST AND SIGN 3 FEET NORTHWEST.
 CY1092'
 CY1092'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHAPMAN
 CY1092'1455-16A 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1092'PROJECTING 0.2 FEET.
 CY1092'
 CY1092'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHAPMAN
 CY1092'RM 2 1976 PROJECTING 0.2 FEET.
 CY1092'
 CY1092'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND 666, 10
 CY1092'MILES EAST OF SAFFORD, GO EAST (LEFT) ON U.S. 666 TO MILE POST
 CY1092'152.60 AND A GATE IN NORTH RIGHT-OF-WAY FENCE.  PASS THROUGH GATE,
 CY1092'TURN RIGHT AND FOLLOW DIM TRACKS FOR 0.3 MILE TO A NOSE OF A RIDGE
 CY1092'AND THE STATION.  STATION IS MARKED WITH A WITNESS POST AND SIGN.
 CY1092'
 CY1092'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1950 ***********************************************************************
 CZ1950  DESIGNATION -  CHAR
 CZ1950  PID         -  CZ1950
 CZ1950  STATE/COUNTY-  AZ/PINAL
 CZ1950  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1950
 CZ1950                         *CURRENT SURVEY CONTROL
 CZ1950  ___________________________________________________________________
 CZ1950* NAD 83(1992)-  32 56 17.85895(N)    111 18 52.71928(W)     ADJUSTED  
 CZ1950* NAVD 88     -       562.8    (meters)    1846.     (feet)  VERTCON   
 CZ1950  ___________________________________________________________________
 CZ1950  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CZ1950  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1950  HORZ ORDER  -  SECOND
 CZ1950
 CZ1950.The horizontal coordinates were established by classical geodetic methods
 CZ1950.and adjusted by the National Geodetic Survey in August 1993.
 CZ1950
 CZ1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1950
 CZ1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1950
 CZ1950.The geoid height was determined by GEOID03.
 CZ1950
 CZ1950;                    North         East     Units Scale Factor Converg.
 CZ1950;SPC AZ C     -   215,069.622   269,654.858   MT  0.99993906   +0 19 38.5
 CZ1950;SPC AZ C     -   705,609.00    884,694.42   iFT  0.99993906   +0 19 38.5
 CZ1950;UTM  12      - 3,644,490.175   470,586.742   MT  0.99961067   -0 10 15.9
 CZ1950
 CZ1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1950!SPC AZ C     -   0.99991624  x   0.99993906  =   0.99985531
 CZ1950!UTM  12      -   0.99991624  x   0.99961067  =   0.99952695
 CZ1950
 CZ1950|---------------------------------------------------------------------|
 CZ1950| PID    Reference Object                     Distance      Geod. Az  |
 CZ1950|                                                           dddmmss.s |
 CZ1950| CH4975 CHAR RM 1                            11.842 METERS 14132     |
 CZ1950| CH4976 CHAR RM 2                            12.021 METERS 32207     |
 CZ1950| CZ1951 CACTUS                              APPROX. 2.5 KM 3221539.9 |
 CZ1950|---------------------------------------------------------------------|
 CZ1950
 CZ1950                          SUPERSEDED SURVEY CONTROL
 CZ1950
 CZ1950  NAD 83(1986)-  32 56 17.85158(N)    111 18 52.71902(W) AD(       ) 2
 CZ1950  NAD 27      -  32 56 17.61671(N)    111 18 50.30440(W) AD(       ) 2
 CZ1950  NGVD 29 (07/19/86)  562.3    (m)         1845.     (f) VERT ANG    3  
 CZ1950
 CZ1950.Superseded values are not recommended for survey control.
 CZ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1950.See file dsdata.txt to determine how the superseded data were derived.
 CZ1950
 CZ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7058744490(NAD 83)
 CZ1950_MARKER: DD = SURVEY DISK
 CZ1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1950+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CZ1950
 CZ1950  HISTORY     - Date     Condition        Report By
 CZ1950  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1950  HISTORY     - 19950920 GOOD             USPSQD
 CZ1950  HISTORY     - 20070324 GOOD             GEOCAC
 CZ1950
 CZ1950                          STATION DESCRIPTION
 CZ1950
 CZ1950'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1950'THE STATION IS ABOUT 8.7 MILES SOUTHEAST OF FLORENCE, 12.3
 CZ1950'MILES EAST SOUTHEAST OF COOLIDGE AND IN THE WEST RIGHT-OF-WAY
 CZ1950'OF U.S. HWY. 80-89.
 CZ1950'
 CZ1950'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHAR 1977
 CZ1950'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CZ1950'0.3 FEET.  THE STATION IS 79 FEET WEST OF HWY. CENTERLINE, ABOUT
 CZ1950'18 FEET EAST OF R/W FENCELINE AND IS MARKED WITH A WITNESS POST
 CZ1950'AND SIGN 2.6 FEET WEST.
 CZ1950'
 CZ1950'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHAR
 CZ1950'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1950'PROJECTING 0.3 FEET.
 CZ1950'
 CZ1950'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHAR RM
 CZ1950'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1950'PROJECTING 0.3 FEET.
 CZ1950'
 CZ1950'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 287
 CZ1950'AND U.S. HWY. 80-89, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH
 CZ1950'ON HWY. 80-89 TO MILE POST 125.90 AND THE STATION IN THE WEST
 CZ1950'R/W.
 CZ1950'
 CZ1950'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1950
 CZ1950                          STATION RECOVERY (1995)
 CZ1950
 CZ1950'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1950'RECOVERED IN GOOD CONDITION.
 CZ1950
 CZ1950                          STATION RECOVERY (2007)
 CZ1950
 CZ1950'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1347 ***********************************************************************
 FS1347  DESIGNATION -  CHARCOAL
 FS1347  PID         -  FS1347
 FS1347  STATE/COUNTY-  AZ/MOHAVE
 FS1347  USGS QUAD   -  CERBAT (1968)
 FS1347
 FS1347                         *CURRENT SURVEY CONTROL
 FS1347  ___________________________________________________________________
 FS1347* NAD 83(1992)-  35 17 17.54630(N)    114 10 52.49389(W)     ADJUSTED  
 FS1347* NAVD 88     -      1011.2    (meters)    3318.     (feet)  VERTCON   
 FS1347  ___________________________________________________________________
 FS1347  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 FS1347  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1347  HORZ ORDER  -  SECOND
 FS1347
 FS1347.The horizontal coordinates were established by classical geodetic methods
 FS1347.and adjusted by the National Geodetic Survey in August 1993.
 FS1347
 FS1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1347
 FS1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1347
 FS1347.The geoid height was determined by GEOID03.
 FS1347
 FS1347;                    North         East     Units Scale Factor Converg.
 FS1347;SPC AZ W     -   475,646.799   174,133.157   MT  0.99995229   -0 14 56.9
 FS1347;SPC AZ W     - 1,560,520.99    571,303.01   iFT  0.99995229   -0 14 56.9
 FS1347;UTM  11      - 3,908,649.356   756,345.292   MT  1.00040991   +1 37 45.3
 FS1347
 FS1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1347!SPC AZ W     -   0.99984578  x   0.99995229  =   0.99979808
 FS1347!UTM  11      -   0.99984578  x   1.00040991  =   1.00025563
 FS1347
 FS1347|---------------------------------------------------------------------|
 FS1347| PID    Reference Object                     Distance      Geod. Az  |
 FS1347|                                                           dddmmss.s |
 FS1347| CS4790 CHARCOAL RM 1                        10.789 METERS 14814     |
 FS1347| FS1353 DUVAL                               APPROX. 4.5 KM 3291429.4 |
 FS1347| CS4791 CHARCOAL RM 2                        10.878 METERS 33044     |
 FS1347|---------------------------------------------------------------------|
 FS1347
 FS1347                          SUPERSEDED SURVEY CONTROL
 FS1347
 FS1347  NAD 83(1986)-  35 17 17.54710(N)    114 10 52.49342(W) AD(       ) 2
 FS1347  NGVD 29 (11/23/90) 1010.4    (m)         3315.     (f) VERT ANG    3  
 FS1347
 FS1347.Superseded values are not recommended for survey control.
 FS1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1347.See file dsdata.txt to determine how the superseded data were derived.
 FS1347
 FS1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5634508649(NAD 83)
 FS1347_MARKER: DS = TRIANGULATION STATION DISK
 FS1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1347+STABILITY: SURFACE MOTION
 FS1347
 FS1347  HISTORY     - Date     Condition        Report By
 FS1347  HISTORY     - 1981     MONUMENTED       AZDT
 FS1347
 FS1347                          STATION DESCRIPTION
 FS1347
 FS1347'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1347'THE STATION IS LOCATED 10 MILES NORTHWEST OF KINGMAN, 8.5  MILES
 FS1347'SOUTHEAST OF CHLORIDE AND ALONG US HIGHWAY 93.
 FS1347'
 FS1347'THE STATION MARK IS AN ADOT DISK STAMPED---CHARCOAL 1981.  IT IS SET
 FS1347'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF THE
 FS1347'CENTERLINE OF US HIGHWAY 93, 3 FEET EAST OF THE WEST RIGHT OF WAY
 FS1347'FENCELINE AND 2 FEET NORTHEAST OF THE WITNESS POST.
 FS1347'
 FS1347'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CHARCOAL RM 1 1981.  IT IS
 FS1347'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF
 FS1347'THE CENTERLINE OF US 93.
 FS1347'
 FS1347'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CHARCOAL RM 2 1981.  IT IS
 FS1347'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF
 FS1347'THE CENTERLINE OF US 93.
 FS1347'
 FS1347'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH
 FS1347'0.1 MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND
 FS1347'TRAVEL WEST ALONG US 93 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40
 FS1347'TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 3.85 MILES TO THE
 FS1347'INSPECTION STATION, CONTINUE NORTH ALONG US 93 FOR 2.55 MILES TO A
 FS1347'BRIDGE, CONTINUE NORTH FOR 3.25 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5745 ***********************************************************************
 DH5745  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5745  DESIGNATION -  CHARLESTON
 DH5745  PID         -  DH5745
 DH5745  STATE/COUNTY-  AZ/COCHISE
 DH5745  USGS QUAD   -  FAIRBANK (1952)
 DH5745
 DH5745                         *CURRENT SURVEY CONTROL
 DH5745  ___________________________________________________________________
 DH5745* NAD 83(2007)-  31 38 31.32255(N)    110 09 14.74894(W)     ADJUSTED  
 DH5745* NAVD 88     -      1250.60   (meters)    4103.0    (feet)  GPS OBS   
 DH5745  ___________________________________________________________________
 DH5745  EPOCH DATE  -        2007.00
 DH5745  X           -  -1,872,962.745 (meters)                     COMP
 DH5745  Y           -  -5,103,176.325 (meters)                     COMP
 DH5745  Z           -   3,327,346.199 (meters)                     COMP
 DH5745  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DH5745  ELLIP HEIGHT-        1222.758 (meters)          (02/10/07) ADJUSTED
 DH5745  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DH5745
 DH5745  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5745  Type    PID    Designation                      North   East  Ellip
 DH5745  -------------------------------------------------------------------
 DH5745  NETWORK DH5745 CHARLESTON                        1.23   1.12   3.55
 DH5745  -------------------------------------------------------------------
 DH5745
 DH5745.The horizontal coordinates were established by GPS observations
 DH5745.and adjusted by the National Geodetic Survey in February 2007.
 DH5745
 DH5745.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5745.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5745.The horizontal coordinates are valid at the epoch date displayed above.
 DH5745.The epoch date for horizontal control is a decimal equivalence
 DH5745.of Year/Month/Day.
 DH5745
 DH5745.The orthometric height was determined by GPS observations and a
 DH5745.high-resolution geoid model.
 DH5745.The orthometric height was determined by GPS observations and a
 DH5745.high-resolution geoid model using precise GPS observation and
 DH5745.processing techniques.
 DH5745
 DH5745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5745
 DH5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5745
 DH5745.The ellipsoidal height was determined by GPS observations
 DH5745.and is referenced to NAD 83.
 DH5745
 DH5745.The geoid height was determined by GEOID03.
 DH5745
 DH5745;                    North         East     Units Scale Factor Converg.
 DH5745;SPC AZ E     -    71,178.477   214,552.226   MT  0.99990002   +0 00 23.7
 DH5745;SPC AZ E     -   233,525.19    703,911.50   iFT  0.99990002   +0 00 23.7
 DH5745;UTM  12      - 3,501,069.624   580,210.248   MT  0.99967935   +0 26 37.7
 DH5745
 DH5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5745!SPC AZ E     -   0.99980803  x   0.99990002  =   0.99970807
 DH5745!UTM  12      -   0.99980803  x   0.99967935  =   0.99948745
 DH5745
 DH5745                          SUPERSEDED SURVEY CONTROL
 DH5745
 DH5745  NAD 83(1992)-  31 38 31.32241(N)    110 09 14.74874(W) AD(       ) B
 DH5745  ELLIP H (08/22/05) 1222.746  (m)                       GP(       ) 4 2
 DH5745
 DH5745.Superseded values are not recommended for survey control.
 DH5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5745.See file dsdata.txt to determine how the superseded data were derived.
 DH5745
 DH5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8021001070(NAD 83)
 DH5745_MARKER: DD = SURVEY DISK
 DH5745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5745_STAMPING: CHARLESTON 2004
 DH5745_MARK LOGO: AZ-003
 DH5745_PROJECTION: FLUSH
 DH5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5745+STABILITY: SURFACE MOTION
 DH5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5745+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5745
 DH5745  HISTORY     - Date     Condition        Report By
 DH5745  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5745
 DH5745                          STATION DESCRIPTION
 DH5745
 DH5745'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5745'FROM THE POST OFFICE IN TOMBSTONE GO SOUTH ON N. HASKELL LANE .12
 DH5745'MILES TO ALLEN ST. TRAVEL EAST ON ALLEN ST. FOR APPROXIMATELY 400 FEET
 DH5745'TO S. SUMNER RD. TURN RIGHT AND SUMNER TURNS INTO CHARLESTON, FOLLOW
 DH5745'CHARLESTON FOR 6.97 MILES TO S. BRUNCKOW RD. TURN LEFT AND HEAD SOUTH
 DH5745'FOR .1 MILE TO A DIRT ROAD THAT GOES WEST FOR APROX. 300 FEET TO AN
 DH5745'OLD CONCRETE STRUCTURE. POINT IS ON THE SOUTH SIDE OF THE STUCTURE IN
 DH5745'THE HEADWALL.
 DH5745' 
 DH5745'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT IN A 15 INCH BY
 DH5745'40 INCH HOLE, A COCHISE COUNTY WITNESS SIGN IS WITHIN APPROXIMATELY 3
 DH5745'FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1269 ***********************************************************************
 DA1269  DESIGNATION -  CHARLEY
 DA1269  PID         -  DA1269
 DA1269  STATE/COUNTY-  AZ/PIMA
 DA1269  USGS QUAD   -  TEMPORAL PASS (1990)
 DA1269
 DA1269                         *CURRENT SURVEY CONTROL
 DA1269  ___________________________________________________________________
 DA1269* NAD 83(1992)-  32 18 26.66899(N)    113 04 04.23147(W)     ADJUSTED  
 DA1269* NAVD 88     -       813.8    (meters)    2670.     (feet)  VERTCON   
 DA1269  ___________________________________________________________________
 DA1269  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 DA1269  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DA1269  HORZ ORDER  -  THIRD
 DA1269
 DA1269.The horizontal coordinates were established by classical geodetic methods
 DA1269.and adjusted by the National Geodetic Survey in August 1993.
 DA1269
 DA1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1269
 DA1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1269
 DA1269.The geoid height was determined by GEOID03.
 DA1269
 DA1269;                    North         East     Units Scale Factor Converg.
 DA1269;SPC AZ C     -   145,534.037   104,954.005   MT  1.00004488   -0 36 55.1
 DA1269;SPC AZ C     -   477,473.87    344,337.29   iFT  1.00004488   -0 36 55.1
 DA1269;UTM  12      - 3,576,388.507   305,317.483   MT  1.00006741   -1 06 19.9
 DA1269
 DA1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1269!SPC AZ C     -   0.99987727  x   1.00004488  =   0.99992215
 DA1269!UTM  12      -   0.99987727  x   1.00006741  =   0.99994468
 DA1269
 DA1269:                Primary Azimuth Mark                     Grid Az
 DA1269:SPC AZ C     -  GROWLER                                  345 07 55.7
 DA1269:UTM  12      -  GROWLER                                  345 37 20.5
 DA1269
 DA1269|---------------------------------------------------------------------|
 DA1269| PID    Reference Object                     Distance      Geod. Az  |
 DA1269|                                                           dddmmss.s |
 DA1269| DA1411 GROWLER                             APPROX.11.8 KM 3443100.6 |
 DA1269|---------------------------------------------------------------------|
 DA1269
 DA1269                          SUPERSEDED SURVEY CONTROL
 DA1269
 DA1269  NAD 83(1986)-  32 18 26.64033(N)    113 04 04.24201(W) AD(       ) 3
 DA1269  NGVD 29 (06/20/88)  813.1    (m)         2668.     (f) VERT ANG    3  
 DA1269
 DA1269.Superseded values are not recommended for survey control.
 DA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1269.See file dsdata.txt to determine how the superseded data were derived.
 DA1269
 DA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0531776389(NAD 83)
 DA1269_MARKER: DS = TRIANGULATION STATION DISK
 DA1269_SETTING: 80 = SET IN A BOULDER
 DA1269_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1269+STABILITY: SURFACE MOTION
 DA1269
 DA1269  HISTORY     - Date     Condition        Report By
 DA1269  HISTORY     - 1962     MONUMENTED       AMS
 DA1269
 DA1269                          STATION DESCRIPTION
 DA1269
 DA1269'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1269'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1269'
 DA1269'LOCATED ABOUT 12.5 MI WSW. OF AJO, ABOUT 11.9 MI NW. OF BATES
 DA1269'WELL.  ON SMALL KNOB NEAR EDGE OF ESCARPMENT IN GROWLER MOUNTAINS.
 DA1269'
 DA1269'REACHED BY HELICOPTER.
 DA1269'
 DA1269'STATION MARK--USE DISK STAMPED---CHARLEY ARMY MAP SERVICE 1962---,
 DA1269'CEMENTED IN DRILL HOLE IN LARGE BOULDER.
 DA1269'
 DA1269'RM 1--USE RM DISK
 DA1269'STAMPED---CHARLEY RM NO 1 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1269'DRILL HOLE IN ROCK OUTCROP.
 DA1269'
 DA1269'RM 2--USE RM DISK
 DA1269'STAMPED---CHARLEY RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1269'DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0746 ***********************************************************************
 DT0746  DESIGNATION -  CHASE
 DT0746  PID         -  DT0746
 DT0746  STATE/COUNTY-  AZ/GREENLEE
 DT0746  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0746
 DT0746                         *CURRENT SURVEY CONTROL
 DT0746  ___________________________________________________________________
 DT0746* NAD 83(1992)-  33 07 32.02251(N)    109 22 27.96974(W)     ADJUSTED  
 DT0746* NAVD 88     -      1678.8    (meters)    5508.     (feet)  VERTCON   
 DT0746  ___________________________________________________________________
 DT0746  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DT0746  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DT0746  HORZ ORDER  -  SECOND
 DT0746
 DT0746.The horizontal coordinates were established by classical geodetic methods
 DT0746.and adjusted by the National Geodetic Survey in August 1993.
 DT0746
 DT0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0746
 DT0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0746
 DT0746.The geoid height was determined by GEOID03.
 DT0746
 DT0746;                    North         East     Units Scale Factor Converg.
 DT0746;SPC AZ E     -   235,954.959   287,285.016   MT  0.99996736   +0 25 58.6
 DT0746;SPC AZ E     -   774,130.44    942,536.14   iFT  0.99996736   +0 25 58.6
 DT0746;UTM  12      - 3,666,382.654   651,646.215   MT  0.99988354   +0 53 18.6
 DT0746
 DT0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0746!SPC AZ E     -   0.99974044  x   0.99996736  =   0.99970781
 DT0746!UTM  12      -   0.99974044  x   0.99988354  =   0.99962402
 DT0746
 DT0746:                Primary Azimuth Mark                     Grid Az
 DT0746:SPC AZ E     -  CRYSTAL                                  007 02 06.0
 DT0746:UTM  12      -  CRYSTAL                                  006 34 46.0
 DT0746
 DT0746|---------------------------------------------------------------------|
 DT0746| PID    Reference Object                     Distance      Geod. Az  |
 DT0746|                                                           dddmmss.s |
 DT0746| DT0745 CRYSTAL                             APPROX. 5.4 KM 0072804.6 |
 DT0746| CD1773 CHASE RM 1                           11.240 METERS 00924     |
 DT0746| CD1774 CHASE RM 2                           15.767 METERS 19616     |
 DT0746|---------------------------------------------------------------------|
 DT0746
 DT0746                          SUPERSEDED SURVEY CONTROL
 DT0746
 DT0746  NAD 83(1986)-  33 07 32.01841(N)    109 22 27.96884(W) AD(       ) 2
 DT0746  NAD 27      -  33 07 31.79789(N)    109 22 25.69728(W) AD(       ) 2
 DT0746  NGVD 29 (07/19/86) 1678.0    (m)         5505.     (f) VERT ANG    3  
 DT0746
 DT0746.Superseded values are not recommended for survey control.
 DT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0746.See file dsdata.txt to determine how the superseded data were derived.
 DT0746
 DT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5164666383(NAD 83)
 DT0746_MARKER: DD = SURVEY DISK
 DT0746_SETTING: 66 = SET IN ROCK OUTCROP
 DT0746_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0746+STABILITY: POSITION/ELEVATION WELL
 DT0746
 DT0746  HISTORY     - Date     Condition        Report By
 DT0746  HISTORY     - 1978     MONUMENTED       AZDT
 DT0746
 DT0746                          STATION DESCRIPTION
 DT0746
 DT0746'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0746'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-NORTHWEST OF
 DT0746'CLIFTON ALONG THE EAST SIDE OF TEMPORARY HWY. 666.
 DT0746'
 DT0746'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHASE 1978 AND
 DT0746'IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  THE STATION IS ON A
 DT0746'HWY. CUTBANK ABOUT 200 FEET EAST OF HWY., 20 FEET HIGHER THAN
 DT0746'HWY. AND MARKED WITH A WITNESS POST AND SIGN 3 FEET TO THE EAST.
 DT0746'
 DT0746'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHASE RM 1
 DT0746'1978 AND IS EPOXIED TO A ROCK OUTCROP.
 DT0746'
 DT0746'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHASE RM 2
 DT0746'1978 EPOXIED TO A ROCK OUTCROP.
 DT0746'
 DT0746'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE MORENCI
 DT0746'MINE ON U.S. HWY. 666, TRAVEL NORTH ON TEMPORARY HWY. 666 FOR
 DT0746'9.39 MILES TO MILE POST 177.99 AND THE STATION ON THE RIGHT
 DT0746'ON A HWY. CUTBANK.
 DT0746'
 DT0746'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1003 ***********************************************************************
 ES1003  DESIGNATION -  CHASM
 ES1003  PID         -  ES1003
 ES1003  STATE/COUNTY-  AZ/YAVAPAI
 ES1003  USGS QUAD   -  HORNER MTN (1967)
 ES1003
 ES1003                         *CURRENT SURVEY CONTROL
 ES1003  ___________________________________________________________________
 ES1003* NAD 83(1992)-  34 27 08.25374(N)    111 49 00.94721(W)     ADJUSTED  
 ES1003* NAVD 88     -      1122.4    (meters)    3682.     (feet)  VERTCON   
 ES1003  ___________________________________________________________________
 ES1003  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 ES1003  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 ES1003  HORZ ORDER  -  SECOND
 ES1003
 ES1003.The horizontal coordinates were established by classical geodetic methods
 ES1003.and adjusted by the National Geodetic Survey in August 1993.
 ES1003
 ES1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1003
 ES1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1003
 ES1003.The geoid height was determined by GEOID03.
 ES1003
 ES1003;                    North         East     Units Scale Factor Converg.
 ES1003;SPC AZ C     -   382,824.583   222,524.134   MT  0.99990103   +0 03 23.1
 ES1003;SPC AZ C     - 1,255,986.16    730,066.06   iFT  0.99990103   +0 03 23.1
 ES1003;UTM  12      - 3,812,609.800   424,959.576   MT  0.99966941   -0 27 43.8
 ES1003
 ES1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1003!SPC AZ C     -   0.99982793  x   0.99990103  =   0.99972898
 ES1003!UTM  12      -   0.99982793  x   0.99966941  =   0.99949740
 ES1003
 ES1003|---------------------------------------------------------------------|
 ES1003| PID    Reference Object                     Distance      Geod. Az  |
 ES1003|                                                           dddmmss.s |
 ES1003| CH2898 CHASM RM 1                            3.779 METERS 02819     |
 ES1003| CH2899 CHASM RM 2                            4.029 METERS 12347     |
 ES1003| CH2897 CHASM AZ MK                                        2633636.2 |
 ES1003|---------------------------------------------------------------------|
 ES1003
 ES1003                          SUPERSEDED SURVEY CONTROL
 ES1003
 ES1003  NAD 83(1986)-  34 27 08.24904(N)    111 49 00.94576(W) AD(       ) 2
 ES1003  NAD 27      -  34 27 08.15300(N)    111 48 58.40200(W) AD(       ) 2
 ES1003  NGVD 29 (07/19/86) 1121.7    (m)         3680.     (f) VERT ANG    3  
 ES1003
 ES1003.Superseded values are not recommended for survey control.
 ES1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1003.See file dsdata.txt to determine how the superseded data were derived.
 ES1003
 ES1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2496012610(NAD 83)
 ES1003_MARKER: DS = TRIANGULATION STATION DISK
 ES1003_SETTING: 80 = SET IN A BOULDER
 ES1003_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1003+STABILITY: SURFACE MOTION
 ES1003
 ES1003  HISTORY     - Date     Condition        Report By
 ES1003  HISTORY     - 1946     MONUMENTED       CGS
 ES1003  HISTORY     - 1959     GOOD             CGS
 ES1003  HISTORY     - 1960     GOOD             USGS
 ES1003  HISTORY     - 1966     GOOD             USGS
 ES1003
 ES1003                          STATION DESCRIPTION
 ES1003
 ES1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1003'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF CAMP VERDE AND ABOUT
 ES1003'1-1/2 MILES WEST OF THE VERDE RIVER, ON THE HIGHEST POINT OF THE
 ES1003'RIDGE ABOUT 1/2 MILE NORTH OF CHASM CREEK BETWEEN THE ROAD
 ES1003'DOWN THE WEST SIDE OF THE RIVER AND THE VERDE RIVER.
 ES1003'
 ES1003'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1003'SOUTHERLY ON THE MAIN ROAD IN DIRECTION OF PINE, ARIZONA, FOR
 ES1003'0.45 MILE TO A SIDE ROAD, (WHERE TWO ROCK HOUSES ARE LOCATED
 ES1003'SW OF THE ROAD INTERSECTION), HERE TURN RIGHT AND GO 0.85
 ES1003'MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE ON THE
 ES1003'MAIN TRAVELED ROAD FOR 0.45 MILE TO A FORK, TAKE LEFT FORK AND
 ES1003'CONTINUE ON THE MAIN TRAVELED ROAD FOR 5.95 MILES TO A
 ES1003'FORK AT A FENCE CORNER, HERE TAKE RIGHT FORK AND CONTINUE ON
 ES1003'THE MAIN TRAVELED ROAD FOR 0.50 MILE TO A SIDE ROAD, JUST
 ES1003'AFTER PASSING UNDER A POWER LINE AND TELEPHONE LINE, HERE TURN
 ES1003'LEFT AS PER SIGN BARNETT RANCH 11 AND GO 2.25 MILES TO A
 ES1003'FORK, TAKE LEFT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD
 ES1003'FOR 1.95 MILES TO A WIRE GATE, PASS THROUGH GATE AND
 ES1003'CONTINUE ON ROAD FOR 0.25 MILE TO TOP OF RIDGE WHERE THE
 ES1003'ROAD STARTS DOWN HILL JUST AFTER PASSING A REVERSE FORK ON
 ES1003'THE LEFT.  THE AZIMUTH MARK IS IN THIS VICINITY ON THE
 ES1003'RIGHT OR SOUTH SIDE OF ROAD.  AT THIS POINT LEAVE THE ROAD
 ES1003'TOWARD THE LEFT AND GO 0.2 MILE IN DIRECTION OF RIDGE TO
 ES1003'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY THENCE
 ES1003'EASTERLY TO THE HIGHEST POINT AND THE STATION.
 ES1003'
 ES1003'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--CHASM 1946,
 ES1003'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF WHICH
 ES1003'PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE, AND IS ON THE
 ES1003'HIGHEST POINT OF THE HILL.
 ES1003'
 ES1003'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--CHASM
 ES1003'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF
 ES1003'WHICH PROJECTS 10 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES1003'MARK IS NNE OF STATION AND AT SAME ELEVATION AS STATION.
 ES1003'
 ES1003'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--CHASM
 ES1003'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF
 ES1003'WHICH PROJECTS 18 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES1003'MARK IS ESE OF STATION AND APPROX. 6 INCHES ABOVE STATION.
 ES1003'
 ES1003'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--CHASM 1946,
 ES1003'AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK, TOP
 ES1003'OF WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES1003'MARK IS 12 FT. SW OF THE GRAVEL ROAD AND 3 FT. NW OF THE
 ES1003'WITNESS POST.
 ES1003
 ES1003                          STATION RECOVERY (1959)
 ES1003
 ES1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1003'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 ES1003'FOUND TO BE IN GOOD CONDITION.
 ES1003'
 ES1003'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 ES1003
 ES1003                          STATION RECOVERY (1960)
 ES1003
 ES1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1003'RECOVERED AS DESCRIBED BY NGS.
 ES1003
 ES1003                          STATION RECOVERY (1966)
 ES1003
 ES1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1003'RECOVERED AS DESCRIBED BY NGS AND USGS.  REACHED BY HELICOPTER.
 ES1003'LAST LINE OF TO REACH SHOULD READ PACK EASTERLY THENCE NORTHERLY
 ES1003'TO HIGHEST POINT AND STATION.  ABOUT A 10-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0963 ***********************************************************************
 ES0963  DESIGNATION -  CHAVES
 ES0963  PID         -  ES0963
 ES0963  STATE/COUNTY-  AZ/COCONINO
 ES0963  USGS QUAD   -  CHAVEZ MTN EAST (1971)
 ES0963
 ES0963                         *CURRENT SURVEY CONTROL
 ES0963  ___________________________________________________________________
 ES0963* NAD 83(1992)-  34 46 28.94369(N)    111 07 24.83693(W)     ADJUSTED  
 ES0963* NAVD 88     -      2105.9    (meters)    6909.     (feet)  VERTCON   
 ES0963  ___________________________________________________________________
 ES0963  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 ES0963  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ES0963  HORZ ORDER  -  SECOND
 ES0963
 ES0963.The horizontal coordinates were established by classical geodetic methods
 ES0963.and adjusted by the National Geodetic Survey in August 1993.
 ES0963
 ES0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0963
 ES0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0963
 ES0963.The geoid height was determined by GEOID03.
 ES0963
 ES0963;                    North         East     Units Scale Factor Converg.
 ES0963;SPC AZ C     -   418,869.564   285,952.164   MT  0.99996493   +0 27 08.5
 ES0963;SPC AZ C     - 1,374,243.98    938,163.27   iFT  0.99996493   +0 27 08.5
 ES0963;UTM  12      - 3,848,066.298   488,693.594   MT  0.99960158   -0 04 13.7
 ES0963
 ES0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0963!SPC AZ C     -   0.99967324  x   0.99996493  =   0.99963818
 ES0963!UTM  12      -   0.99967324  x   0.99960158  =   0.99927495
 ES0963
 ES0963:                Primary Azimuth Mark                     Grid Az
 ES0963:SPC AZ C     -  LOS ANGELES ALBUQ AWY BCN 45             020 52 37.7
 ES0963:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 45             021 23 59.9
 ES0963
 ES0963|---------------------------------------------------------------------|
 ES0963| PID    Reference Object                     Distance      Geod. Az  |
 ES0963|                                                           dddmmss.s |
 ES0963| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.35.1 KM 0211946.2 |
 ES0963| CH2901 CHAVES RM 1                           6.820 METERS 04954     |
 ES0963| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.55.6 KM 0593731.5 |
 ES0963| CH2902 CHAVES RM 2                           4.171 METERS 16105     |
 ES0963| CH2900 CHAVES AZ MK                                       1840439.0 |
 ES0963|---------------------------------------------------------------------|
 ES0963
 ES0963                          SUPERSEDED SURVEY CONTROL
 ES0963
 ES0963  NAD 83(1986)-  34 46 28.93942(N)    111 07 24.83934(W) AD(       ) 2
 ES0963  NAD 27      -  34 46 28.85800(N)    111 07 22.33600(W) AD(       ) 2
 ES0963  NGVD 29 (07/19/86) 2105.0    (m)         6906.     (f) VERT ANG    3  
 ES0963
 ES0963.Superseded values are not recommended for survey control.
 ES0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0963.See file dsdata.txt to determine how the superseded data were derived.
 ES0963
 ES0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8869448066(NAD 83)
 ES0963_MARKER: DS = TRIANGULATION STATION DISK
 ES0963_SETTING: 66 = SET IN ROCK OUTCROP
 ES0963_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0963+STABILITY: POSITION/ELEVATION WELL
 ES0963
 ES0963  HISTORY     - Date     Condition        Report By
 ES0963  HISTORY     - 1936     MONUMENTED       CGS
 ES0963  HISTORY     - 1967     GOOD             CGS
 ES0963  HISTORY     - 1981     GOOD             AZDT
 ES0963
 ES0963                          STATION DESCRIPTION
 ES0963
 ES0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ES0963'STATION IS ON THE EXTREME EAST END OF CHAVES BUTTE, LYING ABOUT
 ES0963'1 MILE EAST OF CHAVES PASS AND WELL, ABOUT 42 MILES SOUTHEAST
 ES0963'OF FLAGSTAFF, ABOUT 30 MILES SOUTHWEST OF WINSLOW, ABOUT 19
 ES0963'MILES SOUTH-SOUTHWEST OF METEOR CRATER, ON THE HIGHEST POINT IN
 ES0963'THE VICINITY OF CHAVES PASS.
 ES0963'
 ES0963'TO REACH FROM WINSLOW, GO WEST ON U.S. HIGHWAY 66 FOR ABOUT 20
 ES0963'MILES TO RIMMY JIMS TRADING POST AND THE METEOR CRATER ROAD TO THE
 ES0963'LEFT.  GO LEFT OR SOUTH ON THE GRADED ROAD 4.4 MILES TO THE
 ES0963'METEOR CRATER ROAD TO THE LEFT, CONTINUE SOUTH ON THE RIGHT
 ES0963'FORK, A GRADED ROAD, 16.7 MILES TO A YELLOW HOUSE ON THE LEFT,
 ES0963'CONTINUE SOUTHWEST ON GRADED ROAD 0.9 MILE, CROSS THE CATTLE
 ES0963'GUARD AT THE FOREST BOUNDARY AND CONTINUE SOUTHWEST 1.2 MILES,
 ES0963'TURN LEFT ON DIM TRACK ROAD AND FOLLOW AROUND MESA 2.0 MILES
 ES0963'TO TANK, SMALL HOUSE AND FIELD VISIBLE FROM STATION.  HERE
 ES0963'DRIVE WEST ACROSS COUNTRY TOWARDS BASE OF BUTTE AS FAR AS
 ES0963'POSSIBLE AND END OF TRUCK TRAVEL.  PACK UP EAST FACE OF BUTTE
 ES0963'ABOUT 1/2 MILE TO TOP OF BUTTE AND STATION ON RIM ROCK.
 ES0963'STATION IS ABOUT 50 FEET WEST OF EAST RIM, ABOUT 300 FEET NORTH
 ES0963'OF MOST EASTERLY PART OF BUTTE.
 ES0963'
 ES0963'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, SET IN BEDROCK
 ES0963'(FLUSH) 4 PACES WEST OF RIM.
 ES0963'
 ES0963'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, SET IN BEDROCK
 ES0963'(FLUSH) 10 PACES WEST OF RIM.
 ES0963'
 ES0963'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF STATION
 ES0963'ON PROMINENT POINT, 10 PACES WEST OF RIM, SET IN BEDROCK (FLUSH).
 ES0963'
 ES0963'ALL LINES VISIBLE FROM GROUND.
 ES0963'
 ES0963'SURFACE, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ES0963'
 ES0963'HEIGHT OF LIGHT ABOVE STATION MARK 0.0 METER.
 ES0963
 ES0963                          STATION RECOVERY (1967)
 ES0963
 ES0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES0963'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES0963'IN GOOD CONDITION.
 ES0963'
 ES0963'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 ES0963'ADEQUATE.
 ES0963
 ES0963                          STATION RECOVERY (1981)
 ES0963
 ES0963'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0963'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 ES0963'DESCRIBED IN 1936.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0963'
 ES0963'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0963'STATE ROUTE 87 FOR 43.5 MILES TO FOREST SERVICE ROUTE 69 ON THE LEFT.
 ES0963'TURN LEFT CROSSING A CATTLE GUARD FOR 1.85 MILES TO A CATTLE GUARD,
 ES0963'CONTINUE ALONG MAIN TRAIL ROAD FOR 2.75 MILES IN A WESTERLY DIRECTION
 ES0963'TO A TRACK ROAD ON THE RIGHT AT THE SOUTH SIDE OF CHAVES BUTTE, TURN
 ES0963'SHARP RIGHT AND TRAVEL EAST AND NORTH FOR 0.05 MILE TO A FORK.  TAKE
 ES0963'THE RIGHT FORK FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT.  BEAR RIGHT
 ES0963'FOR 0.3 MILE TO A FORK, TAKE LEFT FORK FOR 0.4 MILE TO AN ABANDONED
 ES0963'UNDERGROUND WATER TANK AND END OF TRUCK TRAVEL.  PACK WESTERLY UP THE
 ES0963'GENTLE SLOPE TO TOP OF BUTTE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE2424 ***********************************************************************
 AE2424  SACS        -  This is a Secondary Airport Control Station.
 AE2424  DESIGNATION -  CHD A
 AE2424  PID         -  AE2424
 AE2424  STATE/COUNTY-  AZ/MARICOPA
 AE2424  USGS QUAD   -  CHANDLER (1981)
 AE2424
 AE2424                         *CURRENT SURVEY CONTROL
 AE2424  ___________________________________________________________________
 AE2424* NAD 83(2007)-  33 16 22.94292(N)    111 48 04.90527(W)     ADJUSTED  
 AE2424* NAVD 88     -       377.91   (meters)    1239.9    (feet)  GPS OBS   
 AE2424  ___________________________________________________________________
 AE2424  EPOCH DATE  -        2007.00
 AE2424  X           -  -1,982,558.300 (meters)                     COMP
 AE2424  Y           -  -4,956,407.519 (meters)                     COMP
 AE2424  Z           -   3,479,506.768 (meters)                     COMP
 AE2424  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AE2424  ELLIP HEIGHT-         347.981 (meters)          (02/10/07) ADJUSTED
 AE2424  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AE2424
 AE2424  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE2424  Type    PID    Designation                      North   East  Ellip
 AE2424  -------------------------------------------------------------------
 AE2424  NETWORK AE2424 CHD A                             0.41   1.08   5.74
 AE2424  -------------------------------------------------------------------
 AE2424
 AE2424.This mark is at Chandler Municipal Airport (CHD)
 AE2424
 AE2424.The horizontal coordinates were established by GPS observations
 AE2424.and adjusted by the National Geodetic Survey in February 2007.
 AE2424
 AE2424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE2424.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE2424.The horizontal coordinates are valid at the epoch date displayed above.
 AE2424.The epoch date for horizontal control is a decimal equivalence
 AE2424.of Year/Month/Day.
 AE2424
 AE2424.The orthometric height was determined by GPS observations and a
 AE2424.high-resolution geoid model.
 AE2424
 AE2424.GPS derived orthometric heights for airport stations designated as
 AE2424.PACS or SACS are published to 2 decimal places.  This maintains
 AE2424.centimeter relative accuracy between the PACS and SACS.  It does
 AE2424.not indicate centimeter accuracy relative to other marks which are
 AE2424.part of the NAVD 88 network.
 AE2424
 AE2424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2424
 AE2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2424
 AE2424.The ellipsoidal height was determined by GPS observations
 AE2424.and is referenced to NAD 83.
 AE2424
 AE2424.The geoid height was determined by GEOID03.
 AE2424
 AE2424;                    North         East     Units Scale Factor Converg.
 AE2424;SPC AZ C     -   252,036.427   224,101.154   MT  0.99990142   +0 03 47.7
 AE2424;SPC AZ C     -   826,891.16    735,240.01   iFT  0.99990142   +0 03 47.7
 AE2424;UTM  12      - 3,681,843.156   425,370.498   MT  0.99966867   -0 26 22.8
 AE2424
 AE2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2424!SPC AZ C     -   0.99994537  x   0.99990142  =   0.99984680
 AE2424!UTM  12      -   0.99994537  x   0.99966867  =   0.99961406
 AE2424
 AE2424                          SUPERSEDED SURVEY CONTROL
 AE2424
 AE2424  ELLIP H (08/22/01)  347.988  (m)                       GP(       ) 2 1
 AE2424  NAD 83(1992)-  33 16 22.94247(N)    111 48 04.90493(W) AD(       ) 1
 AE2424  ELLIP H (09/03/97)  347.988  (m)                       GP(       ) 2 1
 AE2424
 AE2424.Superseded values are not recommended for survey control.
 AE2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2424.See file dsdata.txt to determine how the superseded data were derived.
 AE2424
 AE2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2537081843(NAD 83)
 AE2424_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2424_STAMPING: CHD A 1997
 AE2424_MARK LOGO: NGS   
 AE2424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2424+STABILITY: SURFACE MOTION
 AE2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2424+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 AE2424
 AE2424  HISTORY     - Date     Condition        Report By
 AE2424  HISTORY     - 1997     MONUMENTED       NGS
 AE2424  HISTORY     - 19970620 GOOD             NGS
 AE2424  HISTORY     - 20061215 GOOD             GEOCAC
 AE2424
 AE2424                          STATION DESCRIPTION
 AE2424
 AE2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2424'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2424'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, ON THE NORTHEAST
 AE2424'SIDE OF THE FIELD SOUTHEAST OF THE RUNWAY AND BETWEEN THE PARALLEL
 AE2424'TAXIWAY AND THE PERIMETER FENCE.  OWNERSHIP--CITY OF CHANDLER.
 AE2424'AIRPORT MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ
 AE2424'85249, PHONE 602-786-2370. TO REACH THE STATION FROM THE JUNCTION OF
 AE2424'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2424'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2424'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2424'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2424'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2424'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2424'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND DEFLECT 45
 AE2424'DEGREES RIGHT TO GO SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO
 AE2424'THE MIDFIELD CONNECTOR TAXIWAY.  CONTINUE SOUTHEAST FOR 0.5 KM (0.30
 AE2424'MI) CROSSING BOTH PARALLEL RUNWAYS TO A PARALLEL TAXIWAY.  TURN LEFT
 AE2424'ONTO THE PARALLEL TAXIWAY AND GO NORTHEAST FOR 1.0 KM (0.60 MI) TO THE
 AE2424'STATION ON THE RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK SET
 AE2424'INTO A 1.1 M (3.6 FT) DEEP BY 25 CM (10 IN) ROUNDED CONCRETE POST.
 AE2424'THE STATION IS ALIGNED WITH THE FIRST SET OF TAXIWAY LIGHTS ON
 AE2424'PARALLEL TAXIWAY C SOUTHWEST FROM CONNECTOR TAXIWAY Q, LOCATED 40.9 M
 AE2424'(134.2 FT) SOUTHWEST FROM CONNECTOR TAXIWAY Q3 CENTER, 32.4 M (106.3
 AE2424'FT) SOUTHEAST FROM PARALLEL TAXIWAY C CENTER, 23.6 M (77.4 FT)
 AE2424'SOUTHEAST FROM A TAXIWAY LIGHT, 24.4 M (80.1 FT) SOUTH FROM THE TOP
 AE2424'CENTER OF THE SOUTHWEST END OF THE SOUTHEASTERLY OF TWO 30 IN METAL
 AE2424'CULVERTS, 15.3 M (50.2 FT) NORTHWEST FROM A NGS FIBERGLASS WITNESS
 AE2424'POST AT A SIX FT CHAINLINK FENCE, AND ABOUT 10.1 M (33.1 FT) NORTHWEST
 AE2424'FROM A STONE SERVICE ROAD CENTER.  THE MARK IS 15 CM (6 IN) BELOW
 AE2424'GRADE AND ABOUT 0.6 M (2.0 FT) BELOW THE PARALLEL TAXIWAY C CENTER.
 AE2424'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2424
 AE2424                          STATION RECOVERY (1997)
 AE2424
 AE2424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2424'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2424'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, ON THE NORTHEAST
 AE2424'SIDE OF THE FIELD SOUTHEAST OF THE RUNWAY AND BETWEEN THE PARALLEL
 AE2424'TAXIWAY AND THE PERIMETER FENCE.  OWNERSHIP--CITY OF CHANDLER.
 AE2424'AIRPORT MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ
 AE2424'85249, PHONE 602-786-2370.  TO REACH THE STATION FROM THE JUNCTION OF
 AE2424'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2424'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2424'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2424'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2424'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2424'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2424'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND DEFLECT 45
 AE2424'DEGREES RIGHT TO GO SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO
 AE2424'THE MIDFIELD CONNECTOR TAXIWAY. CONTINUE SOUTHEAST FOR 0.5 KM (0.30
 AE2424'MI) CROSSING BOTH PARALLEL RUNWAYS TO A PARALLEL TAXIWAY.  TURN LEFT
 AE2424'ONTO THE PARALLEL TAXIWAY AND GO NORTHEAST FOR 1.0 KM (0.60 MI) TO THE
 AE2424'STATION ON THE RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK SET
 AE2424'INTO A 1.1 M (3.6 FT) DEEP BY 25 CM (10 IN) ROUNDED CONCRETE POST.
 AE2424'THE STATION IS ALIGNED WITH THE FIRST SET OF TAXIWAY LIGHTS ON
 AE2424'PARALLEL TAXIWAY C SOUTHWEST FROM CONNECTOR TAXIWAY Q, LOCATED 40.9 M
 AE2424'(134.2 FT) SOUTHWEST FROM CONNECTOR TAXIWAY Q3 CENTER, 32.4 M (106.3
 AE2424'FT) SOUTHEAST FROM PARALLEL TAXIWAY C CENTER, 23.6 M (77.4 FT)
 AE2424'SOUTHEAST FROM A TAXIWAY LIGHT, 24.4 M (80.1 FT) SOUTH FROM THE TOP
 AE2424'CENTER OF THE SOUTHWEST END OF THE SOUTHEASTERLY OF TWO 30 IN METAL
 AE2424'CULVERTS, 15.3 M (50.2 FT) NORTHWEST FROM A NGS FIBERGLASS WITNESS
 AE2424'POST AT A SIX FT CHAINLINK FENCE, AND ABOUT 10.1 M (33.1 FT) NORTHWEST
 AE2424'FROM A STONE SERVICE ROAD CENTER.  THE MARK IS 15 CM (6 IN) BELOW
 AE2424'GRADE AND ABOUT 0.6 M (2.0 FT) BELOW THE PARALLEL TAXIWAY C CENTER.
 AE2424'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2424
 AE2424                          STATION RECOVERY (2006)
 AE2424
 AE2424'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AE2424'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATE TO THE
 AE2424'DESCRIPTION   ACCESS TO THE STATION REQUIRES ESCORT   PLEASE CONTACT
 AE2424'AIRPORT MANAGER, GREG CHENOWETH AT 480-782-3540. THE STONE SERVICE
 AE2424'ROAD IS NOW ASPHALT, THE MARK IS 10 INCHES BELOW THE GRADE IN A 1 FOOT
 AE2424'X 1.8 FOOT POLE BOX, 8 INCHES NORTHWEST OF A 2 FOOT FIBERGLASS NSG
 AE2424'WITNESS POST. THE CHAINLINK FENCE IS NO LONGER IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE2423 ***********************************************************************
 AE2423  PACS        -  This is a Primary Airport Control Station.
 AE2423  DESIGNATION -  CHD B
 AE2423  PID         -  AE2423
 AE2423  STATE/COUNTY-  AZ/MARICOPA
 AE2423  USGS QUAD   -  CHANDLER (1981)
 AE2423
 AE2423                         *CURRENT SURVEY CONTROL
 AE2423  ___________________________________________________________________
 AE2423* NAD 83(2007)-  33 16 14.44800(N)    111 48 41.24234(W)     ADJUSTED  
 AE2423* NAVD 88     -       375.78   (meters)    1232.9    (feet)  GPS OBS   
 AE2423  ___________________________________________________________________
 AE2423  EPOCH DATE  -        2007.00
 AE2423  X           -  -1,983,484.111 (meters)                     COMP
 AE2423  Y           -  -4,956,189.828 (meters)                     COMP
 AE2423  Z           -   3,479,286.771 (meters)                     COMP
 AE2423  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AE2423  ELLIP HEIGHT-         345.842 (meters)          (02/10/07) ADJUSTED
 AE2423  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AE2423
 AE2423  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE2423  Type    PID    Designation                      North   East  Ellip
 AE2423  -------------------------------------------------------------------
 AE2423  NETWORK AE2423 CHD B                             0.39   1.08   5.72
 AE2423  -------------------------------------------------------------------
 AE2423
 AE2423.This mark is at Chandler Municipal Airport (CHD)
 AE2423
 AE2423.The horizontal coordinates were established by GPS observations
 AE2423.and adjusted by the National Geodetic Survey in February 2007.
 AE2423
 AE2423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE2423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE2423.The horizontal coordinates are valid at the epoch date displayed above.
 AE2423.The epoch date for horizontal control is a decimal equivalence
 AE2423.of Year/Month/Day.
 AE2423
 AE2423.The orthometric height was determined by GPS observations and a
 AE2423.high-resolution geoid model.
 AE2423
 AE2423.GPS derived orthometric heights for airport stations designated as
 AE2423.PACS or SACS are published to 2 decimal places.  This maintains
 AE2423.centimeter relative accuracy between the PACS and SACS.  It does
 AE2423.not indicate centimeter accuracy relative to other marks which are
 AE2423.part of the NAVD 88 network.
 AE2423
 AE2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2423
 AE2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2423
 AE2423.The ellipsoidal height was determined by GPS observations
 AE2423.and is referenced to NAD 83.
 AE2423
 AE2423.The geoid height was determined by GEOID03.
 AE2423
 AE2423;                    North         East     Units Scale Factor Converg.
 AE2423;SPC AZ C     -   251,773.748   223,161.145   MT  0.99990118   +0 03 27.8
 AE2423;SPC AZ C     -   826,029.36    732,155.99   iFT  0.99990118   +0 03 27.8
 AE2423;UTM  12      - 3,681,588.796   424,428.438   MT  0.99967041   -0 26 42.7
 AE2423
 AE2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2423!SPC AZ C     -   0.99994571  x   0.99990118  =   0.99984689
 AE2423!UTM  12      -   0.99994571  x   0.99967041  =   0.99961613
 AE2423
 AE2423|---------------------------------------------------------------------|
 AE2423| PID    Reference Object                     Distance      Geod. Az  |
 AE2423|                                                           dddmmss.s |
 AE2423| DU2364 N 522                               377.059 METERS 28521     |
 AE2423|---------------------------------------------------------------------|
 AE2423
 AE2423                          SUPERSEDED SURVEY CONTROL
 AE2423
 AE2423  ELLIP H (08/22/01)  345.855  (m)                       GP(       ) 2 1
 AE2423  NAD 83(1992)-  33 16 14.44752(N)    111 48 41.24200(W) AD(       ) B
 AE2423  ELLIP H (09/03/97)  345.855  (m)                       GP(       ) 2 1
 AE2423
 AE2423.Superseded values are not recommended for survey control.
 AE2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2423.See file dsdata.txt to determine how the superseded data were derived.
 AE2423
 AE2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2442881589(NAD 83)
 AE2423_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2423_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2423_SP_SET: CATCHBASIN
 AE2423_STAMPING: CHD B 1997
 AE2423_MARK LOGO: NGS   
 AE2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2423+STABILITY: SURFACE MOTION
 AE2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2423+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 AE2423
 AE2423  HISTORY     - Date     Condition        Report By
 AE2423  HISTORY     - 1997     MONUMENTED       NGS
 AE2423  HISTORY     - 19970620 GOOD             NGS
 AE2423  HISTORY     - 20020515 GOOD             INDIV
 AE2423  HISTORY     - 20061215 GOOD             GEOCAC
 AE2423
 AE2423                          STATION DESCRIPTION
 AE2423
 AE2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2423'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2423'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, NEAR MIDFIELD
 AE2423'BETWEEN RUNWAY 4L-22R AND PARALLEL TAXIWAY A SOUTHWEST FROM CONNECTOR
 AE2423'TAXIWAY M.  OWNERSHIP--CITY OF CHANDLER.  AIRPORT MANAGER IS GREG
 AE2423'CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249, PHONE
 AE2423'602-786-2370. TO REACH FROM THE JUNCTION OF INTERSTATE 10 (EXIT 164) ,
 AE2423'STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN CREEK ROAD ON THE SOUTH
 AE2423'SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD FOR 12.1 KM (7.50 MI)
 AE2423'PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3 KM (6.40 MI) TO AIRPORT
 AE2423'BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.3 KM (0.80 MI) TO THE
 AE2423'NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH IS 0.2 KM (0.10 MI)
 AE2423'SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR 0.08 KM (0.05 MI) TO
 AE2423'A GATE.  PASS THROUGH THE GATE AND DEFLECT 45 DEGREES RIGHT AND GO
 AE2423'SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO THE MIDFIELD
 AE2423'CONNECTOR TAXIWAY AT A PARALLEL TAXIWAY.  TURN LEFT ONTO THE PARALLEL
 AE2423'TAXIWAY AND GO NORTHEAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AE2423'RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE EASTERLY
 AE2423'CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE STATION IS
 AE2423'LOCATED 42.1 M (138.1 FT) NORTHWEST FROM RUNWAY 4L-22R CENTER, 31.2 M
 AE2423'(102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER, AND 78 M (255.9
 AE2423'FT) SOUTHWEST FROM CONNECTOR TAXIWAY M CENTER.  THE MARK IS
 AE2423'COUNTERSUNK FLUSH INTO THE CATCHBASIN AND ABOUT 1.0 M (3.3 FT) BELOW
 AE2423'THE RUNWAY CENTER.  NOTE--THIS IS A PRIMARY AIRPORT CONTROL STATION
 AE2423'(PACS) .
 AE2423
 AE2423                          STATION RECOVERY (1997)
 AE2423
 AE2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2423'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2423'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, NEAR MIDFIELD
 AE2423'BETWEEN RUNWAY 4L-22R AND PARALLEL TAXIWAY A SOUTHWEST FROM CONNECTOR
 AE2423'TAXIWAY M.  OWNERSHIP--CITY OF CHANDLER.  AIRPORT MANAGER IS GREG
 AE2423'CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249, PHONE
 AE2423'602-786-2370.  TO REACH FROM THE JUNCTION OF INTERSTATE 10 (EXIT 164)
 AE2423', STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN CREEK ROAD ON THE SOUTH
 AE2423'SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD FOR 12.1 KM (7.50 MI)
 AE2423'PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3 KM (6.40 MI) TO AIRPORT
 AE2423'BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.3 KM (0.80 MI) TO THE
 AE2423'NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH IS 0.2 KM (0.10 MI)
 AE2423'SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR 0.08 KM (0.05 MI) TO
 AE2423'A GATE.  PASS THROUGH THE GATE AND DEFLECT 45 DEGREES RIGHT AND GO
 AE2423'SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING A RAMP TO THE MIDFIELD
 AE2423'CONNECTOR TAXIWAY AT A PARALLEL TAXIWAY.  TURN LEFT ONTO THE PARALLEL
 AE2423'TAXIWAY AND GO NORTHEAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AE2423'RIGHT.  THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE
 AE2423'EASTERLY CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE
 AE2423'STATION IS LOCATED 42.1 M (138.1 FT) NORTHWEST FROM RUNWAY 4L-22R
 AE2423'CENTER, 31.2 M (102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER,
 AE2423'AND 78 M (255.9 FT) SOUTHWEST FROM CONNECTOR TAXIWAY M CENTER.  THE
 AE2423'MARK IS COUNTERSUNK FLUSH INTO THE CATCHBASIN AND ABOUT 1.0 M (3.3 FT)
 AE2423'BELOW THE RUNWAY CENTER.  NOTE--THIS IS A PRIMARY AIRPORT CONTROL
 AE2423'STATION (PACS) .
 AE2423
 AE2423                          STATION RECOVERY (2002)
 AE2423
 AE2423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TGH)
 AE2423'ESCORTED ACCESS ONLY. CONTACT MIKE SMITH.
 AE2423
 AE2423                          STATION RECOVERY (2006)
 AE2423
 AE2423'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AE2423'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATE TO THE
 AE2423'DESCRIPTION   ACCESS TO THE STATION REQUIRES ESCORT   PLEASE CONTACT
 AE2423'AIRPORT MANAGER, GREG CHENOWETH AT 480-782-3540.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE2425 ***********************************************************************
 AE2425  SACS        -  This is a Secondary Airport Control Station.
 AE2425  DESIGNATION -  CHD C
 AE2425  PID         -  AE2425
 AE2425  STATE/COUNTY-  AZ/MARICOPA
 AE2425  USGS QUAD   -  CHANDLER (1981)
 AE2425
 AE2425                         *CURRENT SURVEY CONTROL
 AE2425  ___________________________________________________________________
 AE2425* NAD 83(2007)-  33 15 52.79923(N)    111 49 11.54173(W)     ADJUSTED  
 AE2425* NAVD 88     -       374.61   (meters)    1229.0    (feet)  GPS OBS   
 AE2425  ___________________________________________________________________
 AE2425  EPOCH DATE  -        2007.00
 AE2425  X           -  -1,984,347.761 (meters)                     COMP
 AE2425  Y           -  -4,956,237.166 (meters)                     COMP
 AE2425  Z           -   3,478,728.442 (meters)                     COMP
 AE2425  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AE2425  ELLIP HEIGHT-         344.668 (meters)          (02/10/07) ADJUSTED
 AE2425  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AE2425
 AE2425  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE2425  Type    PID    Designation                      North   East  Ellip
 AE2425  -------------------------------------------------------------------
 AE2425  NETWORK AE2425 CHD C                             0.45   1.08   5.74
 AE2425  -------------------------------------------------------------------
 AE2425
 AE2425.This mark is at Chandler Municipal Airport (CHD)
 AE2425
 AE2425.The horizontal coordinates were established by GPS observations
 AE2425.and adjusted by the National Geodetic Survey in February 2007.
 AE2425
 AE2425.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE2425.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE2425.The horizontal coordinates are valid at the epoch date displayed above.
 AE2425.The epoch date for horizontal control is a decimal equivalence
 AE2425.of Year/Month/Day.
 AE2425
 AE2425.The orthometric height was determined by GPS observations and a
 AE2425.high-resolution geoid model.
 AE2425
 AE2425.GPS derived orthometric heights for airport stations designated as
 AE2425.PACS or SACS are published to 2 decimal places.  This maintains
 AE2425.centimeter relative accuracy between the PACS and SACS.  It does
 AE2425.not indicate centimeter accuracy relative to other marks which are
 AE2425.part of the NAVD 88 network.
 AE2425
 AE2425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2425
 AE2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2425
 AE2425.The ellipsoidal height was determined by GPS observations
 AE2425.and is referenced to NAD 83.
 AE2425
 AE2425.The geoid height was determined by GEOID03.
 AE2425
 AE2425;                    North         East     Units Scale Factor Converg.
 AE2425;SPC AZ C     -   251,106.098   222,377.703   MT  0.99990100   +0 03 11.1
 AE2425;SPC AZ C     -   823,838.90    729,585.64   iFT  0.99990100   +0 03 11.1
 AE2425;UTM  12      - 3,680,928.200   423,639.348   MT  0.99967189   -0 26 59.0
 AE2425
 AE2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2425!SPC AZ C     -   0.99994589  x   0.99990100  =   0.99984690
 AE2425!UTM  12      -   0.99994589  x   0.99967189  =   0.99961780
 AE2425
 AE2425                          SUPERSEDED SURVEY CONTROL
 AE2425
 AE2425  ELLIP H (08/22/01)  344.706  (m)                       GP(       ) 2 1
 AE2425  NAD 83(1992)-  33 15 52.79883(N)    111 49 11.54145(W) AD(       ) 1
 AE2425  ELLIP H (09/03/97)  344.706  (m)                       GP(       ) 2 1
 AE2425
 AE2425.Superseded values are not recommended for survey control.
 AE2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2425.See file dsdata.txt to determine how the superseded data were derived.
 AE2425
 AE2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2363980928(NAD 83)
 AE2425_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2425_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2425_SP_SET: CATCHBASIN
 AE2425_STAMPING: CHD C 1997
 AE2425_MARK LOGO: NGS   
 AE2425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2425+STABILITY: SURFACE MOTION
 AE2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2425+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 AE2425
 AE2425  HISTORY     - Date     Condition        Report By
 AE2425  HISTORY     - 1997     MONUMENTED       NGS
 AE2425  HISTORY     - 19970620 GOOD             NGS
 AE2425  HISTORY     - 20061215 GOOD             GEOCAC
 AE2425
 AE2425                          STATION DESCRIPTION
 AE2425
 AE2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2425'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2425'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, AT THE SOUTHWEST
 AE2425'END OF THE FIELD BETWEEN APPROACH 4L AND PARALLEL TAXIWAY A, NORTHEAST
 AE2425'FROM CONNECTOR TAXIWAY D.  OWNERSHIP--CITY OF CHANDLER. AIRPORT
 AE2425'MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249,
 AE2425'PHONE 602-786-2370. TO REACH THE STATION FROM THE JUNCTION OF
 AE2425'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2425'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2425'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2425'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2425'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2425'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2425'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND TURN RIGHT AND
 AE2425'GO SOUTH FOR 61 M (200.1 FT) TO A RAMP TAXIWAY ON RIGHT.  BEAR RIGHT
 AE2425'AND GO SOUTHWEST THEN SOUTH FOR 1.0 KM (0.60 MI) PASSING THE T-HANGERS
 AE2425'ON LEFT TO THE JUNCTION OF PARALLEL TAXIWAY A ON LEFT AND CONNECTOR
 AE2425'TAXIWAY D LEADING TO APPROACH 4L AHEAD.  TURN LEFT ONTO THE PARALLEL
 AE2425'TAXIWAY AND GO NORTHEAST FOR 40 M (131.2 FT) TO THE STATION ON RIGHT.
 AE2425'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE SOUTHERLY
 AE2425'CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE STATION IS
 AE2425'LOCATED 39.0 M (128.0 FT) NORTHWEST FROM RUNWAY 4L-22R CENTER, 31.2 M
 AE2425'(102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER, 39.3 M (128.9 FT)
 AE2425'NORTHEAST FROM CONNECTOR TAXIWAY D CENTER.  THE MARK IS COUNTERSUNK
 AE2425'FLUSH INTO THE CATCHBASIN AND ABOUT 1 M (3.3 FT) BELOW THE RUNWAY
 AE2425'CENTER.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2425
 AE2425                          STATION RECOVERY (1997)
 AE2425
 AE2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2425'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) . THE
 AE2425'STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, AT THE SOUTHWEST
 AE2425'END OF THE FIELD BETWEEN APPROACH 4L AND PARALLEL TAXIWAY A, NORTHEAST
 AE2425'FROM CONNECTOR TAXIWAY D.  OWNERSHIP--CITY OF CHANDLER. AIRPORT
 AE2425'MANAGER IS GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249,
 AE2425'PHONE 602-786-2370.  TO REACH THE STATION FROM THE JUNCTION OF
 AE2425'INTERSTATE 10 (EXIT 164) STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN
 AE2425'CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD
 AE2425'FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3
 AE2425'KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AE2425'1.3 KM (0.80 MI) TO THE NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH
 AE2425'IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.  TURN RIGHT AND GO EAST FOR
 AE2425'0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND TURN RIGHT AND
 AE2425'GO SOUTH FOR 61 M (200.1 FT) TO A RAMP TAXIWAY ON RIGHT.  BEAR RIGHT
 AE2425'AND GO SOUTHWEST THEN SOUTH FOR 1.0 KM (0.60 MI) PASSING THE T-HANGERS
 AE2425'ON LEFT TO THE JUNCTION OF PARALLEL TAXIWAY A ON LEFT AND CONNECTOR
 AE2425'TAXIWAY D LEADING TO APPROACH 4L AHEAD.  TURN LEFT ONTO THE PARALLEL
 AE2425'TAXIWAY AND GO NORTHEAST FOR 40 M (131.2 FT) TO THE STATION ON RIGHT.
 AE2425'THE MARK IS A NGS HORIZONTAL CONTROL DISK SET INTO THE SOUTHERLY
 AE2425'CORNER OF A 1.1 M (3.6 FT) DEEP CONCRETE CATCHBASIN.  THE STATION IS
 AE2425'LOCATED 39.0 M (128.0 FT) NORTHWEST FROM RUNWAY 4L-22R CENTER, 31.2 M
 AE2425'(102.4 FT) SOUTHEAST FROM PARALLEL TAXIWAY A CENTER, 39.3 M (128.9 FT)
 AE2425'NORTHEAST FROM CONNECTOR TAXIWAY D CENTER.  THE MARK IS COUNTERSUNK
 AE2425'FLUSH INTO THE CATCHBASIN AND ABOUT 1 M (3.3 FT) BELOW THE RUNWAY
 AE2425'CENTER.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2425
 AE2425                          STATION RECOVERY (2006)
 AE2425
 AE2425'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AE2425'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATE TO THE
 AE2425'DESCRIPTION   ACCESS TO THE STATION REQUIRES ESCORT   PLEASE CONTACT
 AE2425'AIRPORT MANAGER, GREG CHENOWETH AT 480-782-3540.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1684 ***********************************************************************
 DV1684  DESIGNATION -  CHECK
 DV1684  PID         -  DV1684
 DV1684  STATE/COUNTY-  AZ/MARICOPA
 DV1684  USGS QUAD   -  PHOENIX (1982)
 DV1684
 DV1684                         *CURRENT SURVEY CONTROL
 DV1684  ___________________________________________________________________
 DV1684* NAD 83(1986)-  33 27 30.     (N)    112 05 53.     (W)     SCALED    
 DV1684* NAVD 88     -       328.650  (meters)    1078.25   (feet)  ADJUSTED  
 DV1684  ___________________________________________________________________
 DV1684  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV1684  DYNAMIC HT  -         328.268 (meters)    1076.99  (feet)  COMP
 DV1684  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DV1684
 DV1684  VERT ORDER  -  SECOND    CLASS I
 DV1684
 DV1684.The horizontal coordinates were scaled from a topographic map and have
 DV1684.an estimated accuracy of +/- 6 seconds.
 DV1684
 DV1684.The orthometric height was determined by differential leveling
 DV1684.and adjusted in November 1993.
 DV1684
 DV1684.The geoid height was determined by GEOID03.
 DV1684
 DV1684.The dynamic height is computed by dividing the NAVD 88
 DV1684.geopotential number by the normal gravity value computed on the
 DV1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1684.degrees latitude (g = 980.6199 gals.).
 DV1684
 DV1684.The modeled gravity was interpolated from observed gravity values.
 DV1684
 DV1684;                    North         East    Units  Estimated Accuracy
 DV1684;SPC AZ C     -   272,590.      196,500.      MT  (+/- 180 meters Scaled)
 DV1684
 DV1684                          SUPERSEDED SURVEY CONTROL
 DV1684
 DV1684.No superseded survey control is available for this station.
 DV1684
 DV1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979026(NAD 83)
 DV1684_MARKER: DB = BENCH MARK DISK
 DV1684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1684_SP_SET: CURB
 DV1684_STAMPING: CHECK
 DV1684_MARK LOGO: AZDT  
 DV1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1684+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2007
 DV1684
 DV1684  HISTORY     - Date     Condition        Report By
 DV1684  HISTORY     - UNK      MONUMENTED       AZDT
 DV1684  HISTORY     - 1981     GOOD             AZDT
 DV1684  HISTORY     - 20070315 GOOD             GEOCAC
 DV1684
 DV1684                          STATION DESCRIPTION
 DV1684
 DV1684'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1684'IN PHOENIX.
 DV1684'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND 19TH AVENUE
 DV1684'TRAVEL NORTH ALONG INTERSTATE 17 TO MCDOWELL ROAD, THENCE EAST ALONG
 DV1684'MCDOWELL ROAD FOR 0.55 MI (0.89 KM) TO 19TH AVENUE, THENCE SOUTH ALONG
 DV1684'19TH AVENUE FOR 0.50 MI (0.80 KM) TO ROOSEVELT STREET, THENCE EAST
 DV1684'ALONG ROOSEVELT STREET FOR ONE BLOCK TO 18TH AVENUE AN THE MARK. 20.6
 DV1684'FT (6.28 METERS) SOUTH OF THE CENTERLINE OF ROOSEVELT STREET, 65.6 FT
 DV1684'(20.0 METERS) SOUTH OF A FIRE HYDRANT, A STANDARD AZDT BRASS CAP SET
 DV1684'IN SOUTH CURB.
 DV1684
 DV1684                          STATION RECOVERY (2007)
 DV1684
 DV1684'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0557 ***********************************************************************
 FR0557  DESIGNATION -  CHECK
 FR0557  PID         -  FR0557
 FR0557  STATE/COUNTY-  AZ/MOHAVE
 FR0557  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0557
 FR0557                         *CURRENT SURVEY CONTROL
 FR0557  ___________________________________________________________________
 FR0557* NAD 83(1992)-  35 10 57.95278(N)    113 47 10.80995(W)     ADJUSTED  
 FR0557* NAVD 88     -      1319.324  (meters)    4328.48   (feet)  POSTED    
 FR0557  ___________________________________________________________________
 FR0557  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FR0557  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0557  DYNAMIC HT  -        1317.690 (meters)    4323.12  (feet)  COMP
 FR0557  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 FR0557
 FR0557  HORZ ORDER  -  SECOND
 FR0557  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0557
 FR0557.The horizontal coordinates were established by classical geodetic methods
 FR0557.and adjusted by the National Geodetic Survey in August 1993.
 FR0557
 FR0557.The orthometric height was determined by differential leveling
 FR0557.and adjusted by the  in 1992.
 FR0557.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0557.was located on a no-check spur therefore a value was not computed.
 FR0557.No vertical observational check was made to the station.
 FR0557
 FR0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0557
 FR0557.The geoid height was determined by GEOID03.
 FR0557
 FR0557.The dynamic height is computed by dividing the NAVD 88
 FR0557.geopotential number by the normal gravity value computed on the
 FR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0557.degrees latitude (g = 980.6199 gals.).
 FR0557
 FR0557.The modeled gravity was interpolated from observed gravity values.
 FR0557
 FR0557;                    North         East     Units Scale Factor Converg.
 FR0557;SPC AZ W     -   463,864.579   210,050.557   MT  0.99993347   -0 01 15.4
 FR0557;SPC AZ W     - 1,521,865.42    689,142.25   iFT  0.99993347   -0 01 15.4
 FR0557;UTM  12      - 3,896,867.664   246,274.978   MT  1.00039346   -1 36 22.7
 FR0557
 FR0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0557!SPC AZ W     -   0.99979732  x   0.99993347  =   0.99973080
 FR0557!UTM  12      -   0.99979732  x   1.00039346  =   1.00019070
 FR0557
 FR0557|---------------------------------------------------------------------|
 FR0557| PID    Reference Object                     Distance      Geod. Az  |
 FR0557|                                                           dddmmss.s |
 FR0557| FR0558 CHECK RM 1                           22.339 METERS 00344     |
 FR0557| FR0556 CHECK RM 2                           11.729 METERS 16714     |
 FR0557| FR0555 CHECK AZ MK                         415.125 METERS 2551118.9 |
 FR0557|---------------------------------------------------------------------|
 FR0557
 FR0557                          SUPERSEDED SURVEY CONTROL
 FR0557
 FR0557  NAD 83(1986)-  35 10 57.95185(N)    113 47 10.81075(W) AD(       ) 2
 FR0557  NAD 27      -  35 10 57.94810(N)    113 47 08.00730(W) AD(       ) 2
 FR0557  NGVD 29 (??/??/92) 1318.487  (m)         4325.74   (f) ADJ UNCH    2 0
 FR0557
 FR0557.Superseded values are not recommended for survey control.
 FR0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0557.See file dsdata.txt to determine how the superseded data were derived.
 FR0557
 FR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4627596868(NAD 83)
 FR0557_MARKER: DE = TRAVERSE STATION DISK
 FR0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0557_STAMPING: CHECK 1961
 FR0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0557
 FR0557  HISTORY     - Date     Condition        Report By
 FR0557  HISTORY     - 1961     MONUMENTED       CGS
 FR0557  HISTORY     - 1962     GOOD             NGS
 FR0557  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FR0557
 FR0557                          STATION DESCRIPTION
 FR0557
 FR0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0557'THE STATION IS LOCATED ABOUT 16 MILES EAST OF KINGMAN, ABOUT
 FR0557'2-1/2 MILES NORTH OF STATE HIGHWAY 93 AND ABOUT 100 YARDS NORTH
 FR0557'OF THE NORTH ONE OF THREE PIPELINES.
 FR0557'
 FR0557'TO REACH THE STATION FRM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FR0557'HIGHWAY 93 IN THE NORTHEAST EDGE OF KINGMAN, GO EASTERLY ON
 FR0557'STATE HIGHWAY 93 FOR 12.85 MILES TO MILE POST 86, CONTINUE EAST
 FR0557'FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO NORTH ON A
 FR0557'GRAVEL ROAD FOR 1.25 MILES TO A CATTLE GUARD, CONTINUE NORTH 0.05
 FR0557'MILE TO FORKS AND A RANCH HOUSE ON LEFT, CONTINUE NORTH ON MAIN
 FR0557'GRADED ROAD CROSSING CATTLE GUARD FOR 1.0 MILE TO A PIPELINE,
 FR0557'CONTINUE NORTH 0.05 MILE TO ANOTHER PIPELINE, TURN RIGHT, GO
 FR0557'EAST ON PIPELINE ROAD FOR 0.25 MILE TO A DIM TRACK ROAD LEFT,
 FR0557'TURN LEFT, GO NORTH-NORTHWEST 0.15 MILE TO ANOTHER PIPELINE
 FR0557'AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH FOR ABOUT
 FR0557'100 YARDS TO TOP OF SMALL ROCKY KNOLL AND THE STATION.
 FR0557'
 FR0557'STATION MARK, A STANDARD TRAVERSE DISK BRAZED TO THE TOP OF A
 FR0557'2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 6 INCHES AND IS
 FR0557'STAMPED CHECK 1961.  THE MARK IS 6.2 FEET EAST OF WITNESS POST.
 FR0557'
 FR0557'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 FR0557'IN OUTCROPPING ROCK WHICH IS ABOUT 4 X 5 FEET PROJECTING ABOUT
 FR0557'2 FEET AND THE DISK IS STAMPED CHECK NO 1 1961.  THE MARK IS
 FR0557'73 FEET NORTH OF WITNESS POST.
 FR0557'
 FR0557'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 FR0557'IN TOP OF OUTCROPPING ROCK WHICH IS 4 X 4 FEET PROJECTING ABOUT
 FR0557'2 FEET AND IS STAMPED CHECK NO 2 1961.  THE MARK IS 41.5 FEET
 FR0557'SOUTHEAST OF WITNESS POST.
 FR0557'
 FR0557'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0557'OUTCROPPING ROCK WHICH IS ABOUT 2 X 2 FEET PROJECTING ABOUT 6
 FR0557'INCHES AND IS STAMPED CHECK 1961.  THE MARK IS ABOUT 100 YARDS
 FR0557'SOUTHEAST OF PIPELINE MARKER NUMBER 313, 75 FEET NORTHWEST OF
 FR0557'POWER LINE POLE, 62 FEET NORTHEAST OF POWER LINE POLE NUMBER
 FR0557'17610 AND 3.3 FEET NORTHWEST OF A WITNESS POST.
 FR0557'
 FR0557'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO WEST
 FR0557'ON THE PIPELINE ROAD FOR 0.25 MILE TO PIPELINE MARK NUMBER 313 AND
 FR0557'THE AZIMUTH MARK ABOUT 100 YARDS TO THE SOUTHEAST.
 FR0557'
 FR0557'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
 FR0557
 FR0557                          STATION RECOVERY (1962)
 FR0557
 FR0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0557'17.65 MI NE FROM KINGMAN.
 FR0557'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0557'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0557'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0557'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0557'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0557'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0557'PIPE LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE
 FR0557'ABOUT 0.6 MILE EAST ALONG THE PIPE LINE TO A SMALL DRAW, THENCE ABOUT
 FR0557'0.10 MILE NORTH ALONG THE SMALL DRAW TO ANOTHER PIPE LINE, THENCE
 FR0557'ABOUT 100 YARDS NORTH TO THE TOP OF A HILL, 6.3 FEET EAST OF A METAL
 FR0557'WITNESS POST, AND IS A C AND GS STANDARD DISK FASTENED TO THE TOP OF A
 FR0557'3 INCH METAL PIPE PROJECTING 6 INCHES.
 FR0557
 FR0557                          STATION RECOVERY (1971)
 FR0557
 FR0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FR0557'GENERAL LOCATION - INT. 40, EASTERLY OF KINGMAN.  TO REACH
 FR0557'FROM MILEPOST 66, INT. 40, WESTERLY ON THE INT. FOR 0.15 MILES.
 FR0557'RIGHT, THROUGH GATE ON NORTH R/W FENCE, EAST PARALLEL WITH THE
 FR0557'INT. FOR 0.3 MILES, LEFT, NORTH, FOR 0.2 MI. TO THE EL PASO GAS
 FR0557'LINE, RIGHT, EAST FOR 0.2 MILES TO THE TOP OF A SMALL RISE AND EL
 FR0557'PASO SIGN, 313, PACK RIGHT TO THE TOP OF THE HILL ABOUT 150 FT
 FR0557'AND TO THE STATION AZIMUTH MARK.  CONTINUE ALONG THE GAS LINE
 FR0557'FOR 0.2 MILES.  LEFT, NORTH, PACK ABOUT 650 FT TO A SHOULDER
 FR0557'ON A ROCKY RIDGE AND TO THE STA.
 FR0557'
 FR0557'STATION MARK - IS A STANDARD USC AND GS TRIANGULATION
 FR0557'BRASS CAP, SET ON A 3 IN PIPE, UP 0.6 FT, STAMPED, CHECK 1961,
 FR0557'LOCATED ON A SHOULDER ON A ROCKY RIDGE.  R.M. 1 IS A STANDARD
 FR0557'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 5 FT BY 5 FT GRANITE
 FR0557'OUTCROP, UP 2.5 FT, STAMPED, CHECK NO 1 1961, LOCATED NORTH OF
 FR0557'THE STATION AND A LITTLE ABOVE IT.  R.M. 2 IS A STANDARD USC AND
 FR0557'GS REFERENCE MARK BRASS CAP, SET IN A 3 FT BY 5 FT GRANITE
 FR0557'OUTCROP, UP 2.5 FT, STAMPED, CHECK NO 2 1961, LOCATED SOUTH OF
 FR0557'THE STATION AND ABOUT 10 FT BELOW IT.
 FR0557'
 FR0557'THE AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK BRASS
 FR0557'CAP, SET IN A 2.5 FT BY 2.5 FT BASALT OUTCROP, UP 0.3 FT, STAMPED,
 FR0557'CHECK 1961, LOCATED SOUTH OF THE HILL CREST, AND 25 FT NORTHERLY
 FR0557'OF AN EAST WEST TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0555 ***********************************************************************
 FR0555  DESIGNATION -  CHECK AZ MK
 FR0555  PID         -  FR0555
 FR0555  STATE/COUNTY-  AZ/MOHAVE
 FR0555  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0555
 FR0555                         *CURRENT SURVEY CONTROL
 FR0555  ___________________________________________________________________
 FR0555* NAD 83(2007)-  35 10 54.50803(N)    113 47 26.67264(W)     ADJUSTED  
 FR0555* NAVD 88     -      1311.256  (meters)    4302.01   (feet)  POSTED    
 FR0555  ___________________________________________________________________
 FR0555  EPOCH DATE  -        2007.00
 FR0555  X           -  -2,105,686.529 (meters)                     COMP
 FR0555  Y           -  -4,776,320.452 (meters)                     COMP
 FR0555  Z           -   3,655,110.461 (meters)                     COMP
 FR0555  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FR0555  ELLIP HEIGHT-        1283.477 (meters)          (03/02/09) ADJUSTED
 FR0555  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0555  DYNAMIC HT  -        1309.630 (meters)    4296.68  (feet)  COMP
 FR0555  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 FR0555
 FR0555  HORZ ORDER  -  A
 FR0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0555  ELLP ORDER  -  FOURTH    CLASS I
 FR0555
 FR0555.The horizontal coordinates were established by GPS observations
 FR0555.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FR0555
 FR0555.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0555.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0555.The horizontal coordinates are valid at the epoch date displayed above.
 FR0555.The epoch date for horizontal control is a decimal equivalence
 FR0555.of Year/Month/Day.
 FR0555
 FR0555.The orthometric height was determined by differential leveling
 FR0555.and adjusted by the  in 1992.
 FR0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0555.rate of 0.0 thru 1.0 mm/km.
 FR0555
 FR0555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0555
 FR0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0555
 FR0555.The ellipsoidal height was determined by GPS observations
 FR0555.and is referenced to NAD 83.
 FR0555
 FR0555.The geoid height was determined by GEOID03.
 FR0555
 FR0555.The dynamic height is computed by dividing the NAVD 88
 FR0555.geopotential number by the normal gravity value computed on the
 FR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0555.degrees latitude (g = 980.6199 gals.).
 FR0555
 FR0555.The modeled gravity was interpolated from observed gravity values.
 FR0555
 FR0555;                    North         East     Units Scale Factor Converg.
 FR0555;SPC AZ W     -   463,758.582   209,649.193   MT  0.99993350   -0 01 24.5
 FR0555;SPC AZ W     - 1,521,517.66    687,825.44   iFT  0.99993350   -0 01 24.5
 FR0555;UTM  12      - 3,896,772.768   245,870.649   MT  1.00039599   -1 36 31.7
 FR0555
 FR0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0555!SPC AZ W     -   0.99979858  x   0.99993350  =   0.99973209
 FR0555!UTM  12      -   0.99979858  x   1.00039599  =   1.00019449
 FR0555
 FR0555                          SUPERSEDED SURVEY CONTROL
 FR0555
 FR0555  NAVD 88 (03/02/09) 1311.26   (m)         4302.0    (f) LEVELING    3  
 FR0555  NGVD 29 (??/??/92) 1310.416  (m)         4299.26   (f) ADJ UNCH    2 0
 FR0555
 FR0555.Superseded values are not recommended for survey control.
 FR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0555.See file dsdata.txt to determine how the superseded data were derived.
 FR0555
 FR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4587196773(NAD 83)
 FR0555_MARKER: DZ = AZIMUTH MARK DISK
 FR0555_SETTING: 66 = SET IN ROCK OUTCROP
 FR0555_SP_SET: ROCK OUTCROP
 FR0555_STAMPING: CHECK 1961
 FR0555_MARK LOGO: CGS   
 FR0555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0555+STABILITY: POSITION/ELEVATION WELL
 FR0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0555+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 FR0555
 FR0555  HISTORY     - Date     Condition        Report By
 FR0555  HISTORY     - 1961     MONUMENTED       CGS
 FR0555  HISTORY     - 1962     GOOD             NGS
 FR0555  HISTORY     - 20080619 GOOD             GEOANA
 FR0555
 FR0555                          STATION DESCRIPTION
 FR0555
 FR0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0555'17.15 MI NE FROM KINGMAN.
 FR0555'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0555'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0555'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0555'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0555'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0555'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0555'PIPE LINE, THENCE ABOUT 0.2 MILE NORTH CROSSING ANOTHER PIPE LINE TO A
 FR0555'LINE OF TELEPHONE POLES, THENCE ABOUT 0.2 MILE EAST ALONG THE LINE OF
 FR0555'TELEPHONE POLES TO POLE NO. 17610 ON TOP OF A LOW HILL, 62 FEET
 FR0555'NORTHEAST OF POLE NO. 17610, 24 FEET NORTH OF THE CENTER OF A DIM
 FR0555'ROAD, 3.2 FEET NORTHWEST OF A METAL WITNESS POST, AND IS SET IN THE
 FR0555'TOP OF A 2.5 BY 2.5 FOOT ROCK OUTCROPPING PROJECTING ABOUT 0.5 FOOT.
 FR0555
 FR0555                          STATION RECOVERY (2008)
 FR0555
 FR0555'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FR0555'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY BRYAN
 FR0555'CAMPBELL (AMEC) FOLLOWS.
 FR0555' 
 FR0555'THE STATION IS LOCATED ABOUT 16.4 MI (26.4 KM) SOUTH OF ANTARES, 14.8
 FR0555'MI (23.8 KM) EAST OF KINGMAN AND 13.4 MI (21.6 KM) SOUTH-SOUTHWEST OF
 FR0555'HACKBERRY, IN THE SOUTHWEST 1/4 OF SECTION 20, T21N, R14W, GSRM.
 FR0555' 
 FR0555'OWNERSHIP--KINGMAN MINERAL PARK MATERIALS, LLC, 9376 E WRIGHT DRIVE,
 FR0555'KINGMAN, ARIZONA.
 FR0555' 
 FR0555'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND US HIGHWAY 93, GO
 FR0555'EAST ON I-40 FOR 17.2 MI (27.7 KM) TO EXIT 66 (BLAKE RANCH ROAD).
 FR0555'TRAVEL NORTH ON BLAKE RANCH ROAD 0.2 MI (0.3 KM) TO TEE INTERSECTION
 FR0555'WITH KATHY ROAD.  GO WEST ON KATHY ROAD 0.2 MI (0.3 KM) TO
 FR0555'INTERSECTION OF KATHY ROAD AND TY ROAD.  TURN NORTHWEST ONTO DIRT ROAD
 FR0555'AND GO 0.3 MI (0.5 KM) TO GAS PIPELINE CROSSING MARKER AND POWER
 FR0555'LINES.  TURN EAST OFF OF DIRT ROAD ONTO A SERVICE DIRT ROAD FOR POWER
 FR0555'LINES AND GAS PIPELINE.  GO EAST FOR 0.35 MI (0.6 KM) TO GAS PIPELINE
 FR0555'MARKER NO. 301 ON SOUTH SIDE OF SERVICE ROAD.  CONTINUE 125 FT (38 M)
 FR0555'TO POWER POLE NO. 26325.  THE STATION IS 228 FT (70 M) SOUTH ON TOP OF
 FR0555'KNOLL.
 FR0555' 
 FR0555'THE STATION IS A 3 INCH (8 CM) BRASS DISK SET IN CONCRETE IN A ROCK
 FR0555'OUTCROPPING.  THE STATION IS 228 FT (70 M) SOUTH OF POWER POLE NO.
 FR0555'26325, 189 FT (57.6 M) SOUTH-SOUTHEAST FROM GAS PIPELINE MARKER NO.
 FR0555'302, 156 FT (47.5 M) NORTH OF THE 1/4 CORNER FOR SECTIONS 20 AND 29,
 FR0555'T21N, R14W, AND 3.2 FT (1.0 M) NORTH OF A 4 FT (1.2 M) TALL WITNESS
 FR0555'POST WITH SIGN.
 FR0555' 
 FR0555'NOTE--THE CROSS ON THE ARROW AT THE CENTER OF THE DISK WAS USED AS THE
 FR0555'OCCUPATION POINT, NOT THE OFF CENTER PUNCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0558 ***********************************************************************
 FR0558  DESIGNATION -  CHECK RM 1
 FR0558  PID         -  FR0558
 FR0558  STATE/COUNTY-  AZ/MOHAVE
 FR0558  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0558
 FR0558                         *CURRENT SURVEY CONTROL
 FR0558  ___________________________________________________________________
 FR0558* NAD 83(1986)-  35 10 57.     (N)    113 47 11.     (W)     SCALED    
 FR0558* NAVD 88     -      1319.648  (meters)    4329.55   (feet)  POSTED    
 FR0558  ___________________________________________________________________
 FR0558  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0558  DYNAMIC HT  -        1318.010 (meters)    4324.17  (feet)  COMP
 FR0558  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 FR0558
 FR0558  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0558
 FR0558.The horizontal coordinates were scaled from a topographic map and have
 FR0558.an estimated accuracy of +/- 6 seconds.
 FR0558
 FR0558.The orthometric height was determined by differential leveling
 FR0558.and adjusted by the  in 1992.
 FR0558.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0558.was located on a no-check spur therefore a value was not computed.
 FR0558.No vertical observational check was made to the station.
 FR0558
 FR0558.The geoid height was determined by GEOID03.
 FR0558
 FR0558.The dynamic height is computed by dividing the NAVD 88
 FR0558.geopotential number by the normal gravity value computed on the
 FR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0558.degrees latitude (g = 980.6199 gals.).
 FR0558
 FR0558.The modeled gravity was interpolated from observed gravity values.
 FR0558
 FR0558;                    North         East    Units  Estimated Accuracy
 FR0558;SPC AZ W     -   463,840.      210,050.      MT  (+/- 180 meters Scaled)
 FR0558
 FR0558                          SUPERSEDED SURVEY CONTROL
 FR0558
 FR0558  NGVD 29 (??/??/92) 1318.811  (m)         4326.80   (f) ADJ UNCH    2 0
 FR0558
 FR0558.Superseded values are not recommended for survey control.
 FR0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0558.See file dsdata.txt to determine how the superseded data were derived.
 FR0558
 FR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD462968(NAD 83)
 FR0558_MARKER: DR = REFERENCE MARK DISK
 FR0558_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0558_SP_SET: UNSPEC. ROCK
 FR0558_STAMPING: CHECK NO 1 1961
 FR0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0558
 FR0558  HISTORY     - Date     Condition        Report By
 FR0558  HISTORY     - 1961     MONUMENTED       CGS
 FR0558  HISTORY     - 1962     GOOD             NGS
 FR0558
 FR0558                          STATION DESCRIPTION
 FR0558
 FR0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0558'17.65 MI NE FROM KINGMAN.
 FR0558'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0558'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0558'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0558'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0558'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0558'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0558'PIPE LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE
 FR0558'ABOUT 0.6 MILE EAST ALONG THE PIPE LINE TO A SMALL DRAW, THENCE ABOUT
 FR0558'0.10 MILE NORTH ALONG THE SMALL DRAW TO ANOTHER PIPE LINE, THENCE
 FR0558'ABOUT 100 YARDS NORTH TO THE TOP OF A HILL, 73.3 FEET NORTH OF
 FR0558'TRAVERSE STATION CHECK, 72.9 FEET NORTH OF A METAL WITNESS POST, AND
 FR0558'IS SET IN TOP OF A 4 BY 4 FOOT ROCK PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0556 ***********************************************************************
 FR0556  DESIGNATION -  CHECK RM 2
 FR0556  PID         -  FR0556
 FR0556  STATE/COUNTY-  AZ/MOHAVE
 FR0556  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0556
 FR0556                         *CURRENT SURVEY CONTROL
 FR0556  ___________________________________________________________________
 FR0556* NAD 83(1986)-  35 10 57.     (N)    113 47 11.     (W)     SCALED    
 FR0556* NAVD 88     -      1317.322  (meters)    4321.91   (feet)  POSTED    
 FR0556  ___________________________________________________________________
 FR0556  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0556  DYNAMIC HT  -        1315.690 (meters)    4316.56  (feet)  COMP
 FR0556  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 FR0556
 FR0556  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0556
 FR0556.The horizontal coordinates were scaled from a topographic map and have
 FR0556.an estimated accuracy of +/- 6 seconds.
 FR0556
 FR0556.The orthometric height was determined by differential leveling
 FR0556.and adjusted by the  in 1992.
 FR0556.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0556.was located on a no-check spur therefore a value was not computed.
 FR0556.No vertical observational check was made to the station.
 FR0556
 FR0556.The geoid height was determined by GEOID03.
 FR0556
 FR0556.The dynamic height is computed by dividing the NAVD 88
 FR0556.geopotential number by the normal gravity value computed on the
 FR0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0556.degrees latitude (g = 980.6199 gals.).
 FR0556
 FR0556.The modeled gravity was interpolated from observed gravity values.
 FR0556
 FR0556;                    North         East    Units  Estimated Accuracy
 FR0556;SPC AZ W     -   463,840.      210,050.      MT  (+/- 180 meters Scaled)
 FR0556
 FR0556                          SUPERSEDED SURVEY CONTROL
 FR0556
 FR0556  NGVD 29 (??/??/92) 1316.485  (m)         4319.17   (f) ADJ UNCH    2 0
 FR0556
 FR0556.Superseded values are not recommended for survey control.
 FR0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0556.See file dsdata.txt to determine how the superseded data were derived.
 FR0556
 FR0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD462968(NAD 83)
 FR0556_MARKER: DR = REFERENCE MARK DISK
 FR0556_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0556_SP_SET: UNSPEC. ROCK
 FR0556_STAMPING: CHECK NO 2 1961
 FR0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0556
 FR0556  HISTORY     - Date     Condition        Report By
 FR0556  HISTORY     - 1961     MONUMENTED       CGS
 FR0556  HISTORY     - 1962     GOOD             NGS
 FR0556
 FR0556                          STATION DESCRIPTION
 FR0556
 FR0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0556'17.65 MI NE FROM KINGMAN.
 FR0556'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0556'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0556'DIRT ROAD NORTH, WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0556'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0556'MILE NORTH TO A FORK IN THE ROAD, AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0556'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0556'PIPE LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE
 FR0556'ABOUT 0.6 MILE EAST ALONG THE PIPE LINE TO A SMALL DRAW, THENCE ABOUT
 FR0556'0.10 MILE NORTH ALONG THE SMALL DRAW TO ANOTHER PIPE LINE, THENCE
 FR0556'ABOUT 100 YARDS TO THE TOP OF A HILL, 38.5 FEET SOUTH OF TRAVERSE
 FR0556'STATION CHECK, 41.0 FEET SOUTH OF A METAL WITNESS POST, AND IS SET IN
 FR0556'TOP OF A 4 BY 4 FOOT ROCK PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1088 ***********************************************************************
 ES1088  DESIGNATION -  CHEDISKI
 ES1088  PID         -  ES1088
 ES1088  STATE/COUNTY-  AZ/NAVAJO
 ES1088  USGS QUAD   -  CHEDISKI PEAK (1977)
 ES1088
 ES1088                         *CURRENT SURVEY CONTROL
 ES1088  ___________________________________________________________________
 ES1088* NAD 83(1992)-  34 11 00.04311(N)    110 39 49.63928(W)     ADJUSTED  
 ES1088* NAVD 88     -      2275.4    (meters)    7465.     (feet)  VERTCON   
 ES1088  ___________________________________________________________________
 ES1088  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 ES1088  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES1088  HORZ ORDER  -  THIRD
 ES1088
 ES1088.The horizontal coordinates were established by classical geodetic methods
 ES1088.and adjusted by the National Geodetic Survey in August 1993.
 ES1088
 ES1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1088
 ES1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1088
 ES1088.The geoid height was determined by GEOID03.
 ES1088
 ES1088;                    North         East     Units Scale Factor Converg.
 ES1088;SPC AZ E     -   353,100.910   167,536.764   MT  0.99992587   -0 16 45.5
 ES1088;SPC AZ E     - 1,158,467.55    549,661.30   iFT  0.99992587   -0 16 45.5
 ES1088;UTM  12      - 3,782,536.317   530,981.586   MT  0.99961183   +0 11 20.0
 ES1088
 ES1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1088!SPC AZ E     -   0.99964674  x   0.99992587  =   0.99957264
 ES1088!UTM  12      -   0.99964674  x   0.99961183  =   0.99925871
 ES1088
 ES1088|---------------------------------------------------------------------|
 ES1088| PID    Reference Object                     Distance      Geod. Az  |
 ES1088|                                                           dddmmss.s |
 ES1088| CD1781 CHEDISKI RM 2                        17.181 METERS 01942     |
 ES1088| ES1089 CHEDISKI                             17.827 METERS 08112     |
 ES1088| ES0958 SPOTTED MTN                         APPROX.19.9 KM 1653901.4 |
 ES1088|---------------------------------------------------------------------|
 ES1088
 ES1088                          SUPERSEDED SURVEY CONTROL
 ES1088
 ES1088  NAD 83(1986)-  34 11 00.03741(N)    110 39 49.64370(W) AD(       ) 3
 ES1088  NAD 27      -  34 10 59.88210(N)    110 39 47.21130(W) AD(       ) 3
 ES1088  NGVD 29 (09/20/88) 2274.4    (m)         7462.     (f) VERT ANG    3  
 ES1088
 ES1088.Superseded values are not recommended for survey control.
 ES1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1088.See file dsdata.txt to determine how the superseded data were derived.
 ES1088
 ES1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3098282536(NAD 83)
 ES1088_MARKER: DS = TRIANGULATION STATION DISK
 ES1088_SETTING: 80 = SET IN A BOULDER
 ES1088_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1088+STABILITY: SURFACE MOTION
 ES1088
 ES1088  HISTORY     - Date     Condition        Report By
 ES1088  HISTORY     - 1932     MONUMENTED       USFS
 ES1088  HISTORY     - 1932     GOOD             USGS
 ES1088  HISTORY     - 1938     GOOD             USFS
 ES1088  HISTORY     - 1960     GOOD             USGS
 ES1088  HISTORY     - 1984     GOOD             AZDT
 ES1088
 ES1088                          STATION DESCRIPTION
 ES1088
 ES1088'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 ES1088'RECOVERED AS DESCRIBED BY USFS.
 ES1088'
 ES1088'LOCATED NEAR NORTHWEST CORNER OF FORT APACHE INDIAN RESERVATION,
 ES1088'AT INDIAN SERVICE LOT.
 ES1088'
 ES1088'TO REACH FROM HEBER, TAKE MOGOLLON RIM RD. TO RD. FORK 3 MI E. OF
 ES1088'GENTRY LO.  GO 11 MI S. ON RD. TO STATION.
 ES1088'
 ES1088'STATION MARK--USFS DISK STAMPED---CHEDISKI 1939---, CEMENTED IN
 ES1088'BURIED BOULDER UNDER CENTER OF LOT.
 ES1088'
 ES1088'RMS--NONE SET.
 ES1088
 ES1088                          STATION RECOVERY (1938)
 ES1088
 ES1088'RECOVERY NOTE BY US FOREST SERVICE 1938 (FGJ)
 ES1088'AS DESCRIBED BY E.M. BUCKINGHAM (USCG) IN HIS DESCRIPTION OF
 ES1088'CHEDISKI 1932 (USFS)--
 ES1088'
 ES1088'LOOKOUT TOWER IS LOCATED NEAR NW CORNER OF FORT APACHE INDIAN
 ES1088'RESERVATION.  AN INDIAN SERVICE LOOKOUT TOWER.  TO REACH, TAKE
 ES1088'MOGOLLON RIM ROAD FROM HEBER TO ROAD FORK 3 MILES E OF GENTRY
 ES1088'LOOKOUT, THENCE S ON ROAD 11 MILES TO STATION.  THE TOWER IS NOT
 ES1088'ON CHEDISKI MTN. WHICH IS A LOW BUTTE 2 MILES SW.
 ES1088'
 ES1088'STATION MARK IS A U.S. FOREST SERVICE TABLET, STAMPED CHEDISKI
 ES1088'1932, CEMENTED IN BURIED BOULDER UNDER CENTER OF TOWER.  GS USED
 ES1088'THE STEEL LOOKOUT TOWER AS SIGNAL, DECK OF WHICH IS 62.8 FEET
 ES1088'ABOVE MARK.
 ES1088
 ES1088                          STATION RECOVERY (1960)
 ES1088
 ES1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1088'RECOVERED IN GOOD CONDITION.
 ES1088'
 ES1088'NOTE--USFS STEEL TOWER, 129.7 FT. HIGH CENTERED OVER STATION
 ES1088'MARK IS APPARENTLY DIFFERENT TOWER THAN ONE USED IN 1932 WHICH
 ES1088'WAS ONLY 62.8 FT. HIGH.  IT IS AT SAME POSITION AS OLD TOWER.
 ES1088
 ES1088                          STATION RECOVERY (1984)
 ES1088
 ES1088'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1088'THE MARK AND LOOKOUT TOWER WERE RECOVERED AS DESCRIBED IN 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1030 ***********************************************************************
 ES1030  DESIGNATION -  CHER
 ES1030  PID         -  ES1030
 ES1030  STATE/COUNTY-  AZ/YAVAPAI
 ES1030  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1030
 ES1030                         *CURRENT SURVEY CONTROL
 ES1030  ___________________________________________________________________
 ES1030* NAD 83(1992)-  34 36 32.75495(N)    111 54 43.39806(W)     ADJUSTED  
 ES1030* NAVD 88     -      1005.7    (meters)    3300.     (feet)  VERTCON   
 ES1030  ___________________________________________________________________
 ES1030  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES1030  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES1030  HORZ ORDER  -  SECOND
 ES1030
 ES1030.The horizontal coordinates were established by classical geodetic methods
 ES1030.and adjusted by the National Geodetic Survey in August 1993.
 ES1030
 ES1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1030
 ES1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1030
 ES1030.The geoid height was determined by GEOID03.
 ES1030
 ES1030;                    North         East     Units Scale Factor Converg.
 ES1030;SPC AZ C     -   400,213.133   213,782.939   MT  0.99990000   +0 00 09.4
 ES1030;SPC AZ C     - 1,313,035.21    701,387.60   iFT  0.99990000   +0 00 09.4
 ES1030;UTM  12      - 3,830,073.021   416,378.353   MT  0.99968619   -0 31 05.0
 ES1030
 ES1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1030!SPC AZ C     -   0.99984622  x   0.99990000  =   0.99974624
 ES1030!UTM  12      -   0.99984622  x   0.99968619  =   0.99953246
 ES1030
 ES1030|---------------------------------------------------------------------|
 ES1030| PID    Reference Object                     Distance      Geod. Az  |
 ES1030|                                                           dddmmss.s |
 ES1030| CH2903 CHER RM 1                            10.374 METERS 15209     |
 ES1030| ES1031 WILL                                APPROX. 7.7 KM 3194612.4 |
 ES1030| CH2904 CHER RM 2                             7.800 METERS 33106     |
 ES1030|---------------------------------------------------------------------|
 ES1030
 ES1030                          SUPERSEDED SURVEY CONTROL
 ES1030
 ES1030  NAD 83(1986)-  34 36 32.75035(N)    111 54 43.39451(W) AD(       ) 2
 ES1030  NAD 27      -  34 36 32.66094(N)    111 54 40.84738(W) AD(       ) 2
 ES1030  NGVD 29 (07/19/86) 1005.0    (m)         3297.     (f) VERT ANG    3  
 ES1030
 ES1030.Superseded values are not recommended for survey control.
 ES1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1030.See file dsdata.txt to determine how the superseded data were derived.
 ES1030
 ES1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1637830073(NAD 83)
 ES1030_MARKER: DD = SURVEY DISK
 ES1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1030+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES1030
 ES1030  HISTORY     - Date     Condition        Report By
 ES1030  HISTORY     - 1979     MONUMENTED       AZDT
 ES1030  HISTORY     - 20090220 GOOD             GEOCAC
 ES1030
 ES1030                          STATION DESCRIPTION
 ES1030
 ES1030'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1030'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF CAMP VERDE
 ES1030'ALONG THE WEST R/W OF STATE ROUTE 279 AND ABOUT 200 FEET SOUTH OF ROAD
 ES1030'JUNCTION LEADING TO CHERRY.
 ES1030'
 ES1030'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---CHER 1979---AND IS
 ES1030'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF HWY.
 ES1030'CENTERLINE MARKED BY A WITNESS POST AND SIGN 2.2 FEET WEST.
 ES1030'
 ES1030'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CHER RM 2
 ES1030'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1030'HWY. CENTERLINE INSIDE THE HWY. R/W.
 ES1030'
 ES1030'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CHER RM 1
 ES1030'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET WEST OF
 ES1030'HWY. CENTERLINE INSIDE OF HWY. R/W.
 ES1030'
 ES1030'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL EAST
 ES1030'ON MINGUS AVE. FOR 0.8 MILE TO U.S. HWY. 89A, TURN LEFT ON HWY. 89A
 ES1030'AND GO 1.7 MILES TO MAIN ST. (U.S. HWY. 89A), TURN RIGHT (SOUTH) ON
 ES1030'MAIN ST. FOR 0.6 MILE TO JUNCTION OF 89A AND S.R. 279, TURN RIGHT ON
 ES1030'S.R. 279 AND GO SOUTHEASTERLY FOR 9.3 MILES TO STATION ON THE RIGHT
 ES1030'STATION IS 200 FEET SOUTH OF ROAD TO CHERRY.
 ES1030
 ES1030                          STATION RECOVERY (2009)
 ES1030
 ES1030'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES1030'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION,
 ES1030'REFERENCE MARK 2 WAS NOT FOUND AS DESCRIBED WITH THE FOLLOWING UPDATE
 ES1030'TO THE DESCRIPTION - THERE WERE PILES OF DIRT FROM RECENT CONSTRUCTION
 ES1030'ACTIVITY IN THE AREA WHERE REFERENCE MARK 2 SHOULD BE LOCATED, BUT DID
 ES1030'NOT DIG INTO THE DIRT TO LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1524 ***********************************************************************
 DA1524  DESIGNATION -  CHER
 DA1524  PID         -  DA1524
 DA1524  STATE/COUNTY-  AZ/PIMA
 DA1524  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1524
 DA1524                         *CURRENT SURVEY CONTROL
 DA1524  ___________________________________________________________________
 DA1524* NAD 83(1992)-  32 01 51.46610(N)    112 47 57.19929(W)     ADJUSTED  
 DA1524* NAVD 88     -       532.9    (meters)    1748.     (feet)  VERTCON   
 DA1524  ___________________________________________________________________
 DA1524  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 DA1524  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DA1524  HORZ ORDER  -  SECOND
 DA1524
 DA1524.The horizontal coordinates were established by classical geodetic methods
 DA1524.and adjusted by the National Geodetic Survey in August 1993.
 DA1524
 DA1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1524
 DA1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1524
 DA1524.The geoid height was determined by GEOID03.
 DA1524
 DA1524;                    North         East     Units Scale Factor Converg.
 DA1524;SPC AZ C     -   114,640.585   129,999.492   MT  0.99998567   -0 28 05.2
 DA1524;SPC AZ C     -   376,117.40    426,507.52   iFT  0.99998567   -0 28 05.2
 DA1524;UTM  12      - 3,545,282.843   330,098.691   MT  0.99995600   -0 57 16.2
 DA1524
 DA1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1524!SPC AZ C     -   0.99992134  x   0.99998567  =   0.99990702
 DA1524!UTM  12      -   0.99992134  x   0.99995600  =   0.99987735
 DA1524
 DA1524:                Primary Azimuth Mark                     Grid Az
 DA1524:SPC AZ C     -  DEL                                      009 31 45.1
 DA1524:UTM  12      -  DEL                                      010 00 56.1
 DA1524
 DA1524|---------------------------------------------------------------------|
 DA1524| PID    Reference Object                     Distance      Geod. Az  |
 DA1524|                                                           dddmmss.s |
 DA1524| DA1521 DEL                                 APPROX. 6.7 KM 0090339.9 |
 DA1524|---------------------------------------------------------------------|
 DA1524
 DA1524                          SUPERSEDED SURVEY CONTROL
 DA1524
 DA1524  NAD 83(1986)-  32 01 51.45487(N)    112 47 57.20062(W) AD(       ) 2
 DA1524  NAD 27      -  32 01 51.21941(N)    112 47 54.64598(W) AD(       ) 2
 DA1524  NGVD 29 (07/19/86)  532.2    (m)         1746.     (f) VERT ANG    3  
 DA1524
 DA1524.Superseded values are not recommended for survey control.
 DA1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1524.See file dsdata.txt to determine how the superseded data were derived.
 DA1524
 DA1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3009945283(NAD 83)
 DA1524_MARKER: DD = SURVEY DISK
 DA1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1524+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1524
 DA1524  HISTORY     - Date     Condition        Report By
 DA1524  HISTORY     - 1977     MONUMENTED       AZDT
 DA1524  HISTORY     - 19941110 GOOD             USPSQD
 DA1524  HISTORY     - 20061112 GOOD             USPSQD
 DA1524
 DA1524                          STATION DESCRIPTION
 DA1524
 DA1524'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1524'THE STATION IS ABOUT 24 MILES EAST SOUTHEAST OF AJO AND 10 MILES
 DA1524'NORTH OF THE PORT OF ENTRY AT LUKEVILLE ALONG THE WEST SIDE OF
 DA1524'ARIZONA HWY. 85.  THE STATION IS LOCATED IN THE ORGAN PIPE
 DA1524'NATIONAL MONUMENT.
 DA1524'
 DA1524'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHER 1977 AND
 DA1524'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 25 FEET WEST OF
 DA1524'HWY. CENTERLINE.
 DA1524'
 DA1524'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHER RM
 DA1524'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT
 DA1524'25 FEET WEST OF HWY. CENTERLINE.
 DA1524'
 DA1524'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHER RM 2
 DA1524'1977 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 25 FEET
 DA1524'WEST OF HWY. CENTERLINE.
 DA1524'
 DA1524'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 85 AND 86 IN WHY,
 DA1524'TRAVEL SOUTH ON HWY. 85 TO MILE POST 69.85 AND THE STATION ON
 DA1524'THE RIGHT (WEST).
 DA1524'
 DA1524'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1524
 DA1524                          STATION RECOVERY (1994)
 DA1524
 DA1524'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1524'RECOVERED IN GOOD CONDITION.
 DA1524
 DA1524                          STATION RECOVERY (2006)
 DA1524
 DA1524'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0952 ***********************************************************************
 FR0952  DESIGNATION -  CHEROKEE
 FR0952  PID         -  FR0952
 FR0952  STATE/COUNTY-  AZ/MOHAVE
 FR0952  USGS QUAD   -  CHEROKEE POINT (1980)
 FR0952
 FR0952                         *CURRENT SURVEY CONTROL
 FR0952  ___________________________________________________________________
 FR0952* NAD 83(1992)-  35 29 13.41809(N)    113 27 51.10325(W)     ADJUSTED  
 FR0952* NAVD 88     -      1754.1    (meters)    5755.     (feet)  VERTCON   
 FR0952  ___________________________________________________________________
 FR0952  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 FR0952  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FR0952  HORZ ORDER  -  FIRST
 FR0952
 FR0952.The horizontal coordinates were established by classical geodetic methods
 FR0952.and adjusted by the National Geodetic Survey in August 1993.
 FR0952
 FR0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0952
 FR0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0952
 FR0952.The geoid height was determined by GEOID03.
 FR0952
 FR0952;                    North         East     Units Scale Factor Converg.
 FR0952;SPC AZ W     -   497,659.907   239,293.346   MT  0.99994162   +0 09 57.3
 FR0952;SPC AZ W     - 1,632,742.48    785,083.16   iFT  0.99994162   +0 09 57.3
 FR0952;SPC AZ C     -   498,706.789    72,939.579   MT  1.00014292   -0 53 54.7
 FR0952;SPC AZ C     - 1,636,177.13    239,303.08   iFT  1.00014292   -0 53 54.7
 FR0952;UTM  12      - 3,929,850.045   276,455.994   MT  1.00021586   -1 25 52.0
 FR0952
 FR0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0952!SPC AZ W     -   0.99972886  x   0.99994162  =   0.99967049
 FR0952!SPC AZ C     -   0.99972886  x   1.00014292  =   0.99987174
 FR0952!UTM  12      -   0.99972886  x   1.00021586  =   0.99994466
 FR0952
 FR0952|---------------------------------------------------------------------|
 FR0952| PID    Reference Object                     Distance      Geod. Az  |
 FR0952|                                                           dddmmss.s |
 FR0952| CH2905 CHEROKEE RM 1                         4.601 METERS 03053     |
 FR0952| CH2906 CHEROKEE RM 2                         4.267 METERS 29455     |
 FR0952| FR0932 LAVA                                APPROX. 1.6 KM 3592525.8 |
 FR0952|---------------------------------------------------------------------|
 FR0952
 FR0952                          SUPERSEDED SURVEY CONTROL
 FR0952
 FR0952  NAD 83(1986)-  35 29 13.41207(N)    113 27 51.10519(W) AD(       ) 1
 FR0952  NAD 27      -  35 29 13.44000(N)    113 27 48.32900(W) AD(       ) 1
 FR0952  NGVD 29 (07/19/86) 1753.2    (m)         5752.     (f) VERT ANG    3  
 FR0952
 FR0952.Superseded values are not recommended for survey control.
 FR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0952.See file dsdata.txt to determine how the superseded data were derived.
 FR0952
 FR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7645629850(NAD 83)
 FR0952_MARKER: DD = SURVEY DISK
 FR0952_SETTING: 66 = SET IN ROCK OUTCROP
 FR0952_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0952
 FR0952  HISTORY     - Date     Condition        Report By
 FR0952  HISTORY     - 1936     MONUMENTED       CGS
 FR0952  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FR0952
 FR0952                          STATION DESCRIPTION
 FR0952
 FR0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0952'STATION IS ABOUT 4 MILES SSW OF PEACH SPRINGS, ON THE EXTREME
 FR0952'NW CORNER OF A HIGH WOODED MESA, IN THE SE 1/4 SEC. 5, T.
 FR0952'24 N., R. 11 W., ABOUT 2 MILES S OF THE ATCHISON, TOPEKA AND
 FR0952'SANTA FE RAILWAY, AND ABOUT 3/4 MILE S OF THE HUALPAI INDIAN
 FR0952'RESERVATION FENCE.  THE MESA IS VISIBLE FROM THE PEACH SPRINGS
 FR0952'POST OFFICE.  STATION IS 20 FEET S OF THE RIM OF THE MESA.
 FR0952'
 FR0952'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN
 FR0952'THE TOP OF A CONCRETE POST.  IT IS STAMPED CHEROKEE R S 1926.
 FR0952'NO UNDERGROUND MARK WAS SET.
 FR0952'
 FR0952'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 FR0952'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CHEROKEE USGS
 FR0952'1936 NO. 1
 FR0952'
 FR0952'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 FR0952'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CHEROKEE USGS
 FR0952'1936 NO. 2.
 FR0952'
 FR0952'REFERENCE MARK 1 (U.S.G.S.) IS A CROSS ON A ROCK.
 FR0952'
 FR0952'REFERENCE MARK 2 (U.S.G.S.) IS A CROSS ON A ROCK.
 FR0952'
 FR0952'AZIMUTH MARK IS TRIANGULATION STATION LAVA.  IT IS ABOUT
 FR0952'1-1/4 MILES N OF THE STATION, ON THE HIGHEST HILL IN THE
 FR0952'VICINITY.
 FR0952'
 FR0952'TO REACH STATION FROM THE PEACH SPRINGS POST OFFICE, DRIVE
 FR0952'W ON THE OLD HIGHWAY PARALLELING U.S. HIGHWAY 66 FOR 0.3 MILE,
 FR0952'CROSS THE RAILROAD, PASSING THROUGH TWO GATES ON THE RIGHT-OF-WAY,
 FR0952'TURN W AND FOLLOW THE DIM ROAD W FOR 2.2 MILES, FOLLOW THE
 FR0952'ROAD S FOR 1.2 MILES TO A FORK AND DRAW, TAKE THE RIGHT FORK AND
 FR0952'GO W FOR 0.9 MILE TO THE RESERVATION FENCE.  THIS IS THE END
 FR0952'OF TRUCK TRAVEL.  PACK S TO THE TOP OF THE MESA (1-HOUR PACK).
 FR0952
 FR0952                          STATION RECOVERY (1944)
 FR0952
 FR0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0952'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FR0952'
 FR0952'STATION IS LOCATED ON THE MOST NW AND HIGHEST POINT OF THE
 FR0952'MESA LYING SW FROM PEACH SPRINGS, SLOPING GENTLY TO THE S AND
 FR0952'ABRUPTLY TO THE N.
 FR0952'
 FR0952'STATION MARK IS SET IN BEDROCK FLUSH WITH SURROUNDING SURFACE.
 FR0952'
 FR0952'REFERENCE MARK 1 IS SET FLUSH IN BEDROCK.  IT IS 1/2 FOOT
 FR0952'LOWER IN ELEVATION THAN STATION MARK.
 FR0952'
 FR0952'REFERENCE MARK 2 IS SET FLUSH IN BEDROCK.
 FR0952'
 FR0952'AZIMUTH MARK IS TRIANGULATION STATION LAVA.  IT IS ON A
 FR0952'BLACK LAVA-COVERED HILL.
 FR0952'
 FR0952'TO REACH STATION FROM PEACH SPRINGS POST OFFICE, TURN SW OFF
 FR0952'U.S. HIGHWAY 66 OPPOSITE THE POST OFFICE ONTO THE OLD HIGHWAY
 FR0952'AND GO 0.3 MILE TO TWO GATES AND RAILROAD CROSSING.  CROSS
 FR0952'TRACKS OVER BRIDGE AND GO LEFT 0.1 MILE TO GATE.  PASS THROUGH
 FR0952'GATE AND TURN SHARP RIGHT AND FOLLOW DIM TRACK ROAD GENERALLY
 FR0952'ALONG RAILROAD FOR 2.4 MILES (W).  THEN TURN LEFT FROM POINT
 FR0952'0.2 MILE W OF BLOCK SIGNAL NO. 4682, LEAVING RAILROAD, ON
 FR0952'DIM TRACK ROAD WHICH BEARS S INTO HILLS.  GO S ON DIM TRACKS
 FR0952'FOR 0.8 MILE.  AZIMUTH MARK IS 150 YARDS NW OF THIS POINT.
 FR0952'CONTINUE ON DIM TRACKS 0.8 MILE TO END OF TRUCK TRAVEL ALONG
 FR0952'WIRE FENCE N OF STATION.  FROM END OF TRUCK TRAVEL PACK S
 FR0952'UP STEEP SLOPE TO HIGHEST POINT AND STATION.  A 3/4-HOUR
 FR0952'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0763 ***********************************************************************
 DT0763  DESIGNATION -  CHERRY
 DT0763  PID         -  DT0763
 DT0763  STATE/COUNTY-  AZ/GREENLEE
 DT0763  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0763
 DT0763                         *CURRENT SURVEY CONTROL
 DT0763  ___________________________________________________________________
 DT0763* NAD 83(1992)-  33 11 22.38393(N)    109 23 15.33783(W)     ADJUSTED  
 DT0763* NAVD 88     -      2175.1    (meters)    7136.     (feet)  VERTCON   
 DT0763  ___________________________________________________________________
 DT0763  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DT0763  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DT0763  HORZ ORDER  -  SECOND
 DT0763
 DT0763.The horizontal coordinates were established by classical geodetic methods
 DT0763.and adjusted by the National Geodetic Survey in August 1993.
 DT0763
 DT0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0763
 DT0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0763
 DT0763.The geoid height was determined by GEOID03.
 DT0763
 DT0763;                    North         East     Units Scale Factor Converg.
 DT0763;SPC AZ E     -   243,042.190   286,004.418   MT  0.99996504   +0 25 35.4
 DT0763;SPC AZ E     -   797,382.51    938,334.70   iFT  0.99996504   +0 25 35.4
 DT0763;UTM  12      - 3,673,458.868   650,309.375   MT  0.99987856   +0 52 58.1
 DT0763
 DT0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0763!SPC AZ E     -   0.99966253  x   0.99996504  =   0.99962759
 DT0763!UTM  12      -   0.99966253  x   0.99987856  =   0.99954114
 DT0763
 DT0763|---------------------------------------------------------------------|
 DT0763| PID    Reference Object                     Distance      Geod. Az  |
 DT0763|                                                           dddmmss.s |
 DT0763| CD1782 CHERRY RM 1                           8.861 METERS 07537     |
 DT0763| CD1783 CHERRY RM 2                           7.749 METERS 26143     |
 DT0763| DT0764 GREY PK                             APPROX. 4.8 KM 3370704.4 |
 DT0763|---------------------------------------------------------------------|
 DT0763
 DT0763                          SUPERSEDED SURVEY CONTROL
 DT0763
 DT0763  NAD 83(1986)-  33 11 22.38028(N)    109 23 15.33729(W) AD(       ) 2
 DT0763  NAD 27      -  33 11 22.16280(N)    109 23 13.06417(W) AD(       ) 2
 DT0763  NGVD 29 (07/19/86) 2174.2    (m)         7133.     (f) VERT ANG    3  
 DT0763
 DT0763.Superseded values are not recommended for survey control.
 DT0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0763.See file dsdata.txt to determine how the superseded data were derived.
 DT0763
 DT0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5030973459(NAD 83)
 DT0763_MARKER: DD = SURVEY DISK
 DT0763_SETTING: 66 = SET IN ROCK OUTCROP
 DT0763_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0763+STABILITY: POSITION/ELEVATION WELL
 DT0763
 DT0763  HISTORY     - Date     Condition        Report By
 DT0763  HISTORY     - 1978     MONUMENTED       AZDT
 DT0763
 DT0763                          STATION DESCRIPTION
 DT0763
 DT0763'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0763'THE STATION IS LOCATED ABOUT 10.5 MILES WEST-NORTHWEST OF CLIFTON
 DT0763'ON A PROMINENT CONICAL HILL ABOUT 800 FEET WEST OF U.S. HWY. 666.
 DT0763'
 DT0763'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHERRY 1978 AND
 DT0763'IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  STATION IS 800 FEET
 DT0763'WEST OF HWY. AND MARKED WITH A WITNESS POST AND SIGN 5 FEET TO
 DT0763'NORTHEAST.
 DT0763'
 DT0763'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHERRY
 DT0763'RM 1 1978 AND IS EPOXIED TO A ROCK OUTCROP.
 DT0763'
 DT0763'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHERRY
 DT0763'RM 2 1978 EPOXIED TO A ROCK OUTCROP.
 DT0763'
 DT0763'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE MORENCI
 DT0763'MINE AT MILE POST 168.6 ON U.S. HWY. 666, TRAVEL NORTH ON HWY. 666
 DT0763'FOR 17.2 MILES TO A CATTLE GUARD, PARK HERE AND PACK UP SLOPE
 DT0763'SOUTHWEST TO HIGHEST POINT OF CONICAL HILL AND THE STATION.
 DT0763'
 DT0763'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1120 ***********************************************************************
 ET1120  DESIGNATION -  CHERRY
 ET1120  PID         -  ET1120
 ET1120  STATE/COUNTY-  AZ/YAVAPAI
 ET1120  USGS QUAD   -  CHERRY (1973)
 ET1120
 ET1120                         *CURRENT SURVEY CONTROL
 ET1120  ___________________________________________________________________
 ET1120* NAD 83(1992)-  34 36 49.80545(N)    112 02 16.94913(W)     ADJUSTED  
 ET1120* NAVD 88     -      1938.5    (meters)    6360.     (feet)  VERTCON   
 ET1120  ___________________________________________________________________
 ET1120  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 ET1120  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ET1120  HORZ ORDER  -  THIRD
 ET1120
 ET1120.The horizontal coordinates were established by classical geodetic methods
 ET1120.and adjusted by the National Geodetic Survey in August 1993.
 ET1120
 ET1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1120
 ET1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1120
 ET1120.The geoid height was determined by GEOID03.
 ET1120
 ET1120;                    North         East     Units Scale Factor Converg.
 ET1120;SPC AZ C     -   400,745.176   202,229.228   MT  0.99990153   -0 04 08.2
 ET1120;SPC AZ C     - 1,314,780.76    663,481.72   iFT  0.99990153   -0 04 08.2
 ET1120;UTM  12      - 3,830,709.914   404,832.286   MT  0.99971163   -0 35 22.9
 ET1120
 ET1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1120!SPC AZ C     -   0.99969984  x   0.99990153  =   0.99960140
 ET1120!UTM  12      -   0.99969984  x   0.99971163  =   0.99941156
 ET1120
 ET1120|---------------------------------------------------------------------|
 ET1120| PID    Reference Object                     Distance      Geod. Az  |
 ET1120|                                                           dddmmss.s |
 ET1120| CS3970 CHERRY RM 1                           3.978 METERS 22934     |
 ET1120| ET0870 WESTEDGE                            APPROX.16.6 KM 3051017.4 |
 ET1120|---------------------------------------------------------------------|
 ET1120
 ET1120                          SUPERSEDED SURVEY CONTROL
 ET1120
 ET1120  NAD 83(1986)-  34 36 49.80149(N)    112 02 16.94763(W) AD(       ) 3
 ET1120  NGVD 29 (04/23/90) 1937.7    (m)         6357.     (f) VERT ANG    3  
 ET1120
 ET1120.Superseded values are not recommended for survey control.
 ET1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1120.See file dsdata.txt to determine how the superseded data were derived.
 ET1120
 ET1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0483230710(NAD 83)
 ET1120_MARKER: DS = TRIANGULATION STATION DISK
 ET1120_SETTING: 66 = SET IN ROCK OUTCROP
 ET1120_SP_SET: SET IN BEDROCK
 ET1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1120+STABILITY: POSITION/ELEVATION WELL
 ET1120
 ET1120  HISTORY     - Date     Condition        Report By
 ET1120  HISTORY     - 1943     MONUMENTED       USGS
 ET1120  HISTORY     - 1973     GOOD             USGS
 ET1120
 ET1120                          STATION DESCRIPTION
 ET1120
 ET1120'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1120'LOCATED 10 MI S. AND 2 MI W. OF COTTONWOOD, 1.5 MI N. AND 0.4 MI
 ET1120'E. OF CHERRY.  ON DIVIDE ON WEST SIDE OF VERDE RIVER VALLEY, 11 FT
 ET1120'N. OF AND 2 FT LOWER THAN HIGHEST POINT, AT EAST EDGE OF BRUSH,
 ET1120'15 FT W. OF STEEP BREAK E.  MOUNTAIN IS LIMESTONE WITH DARK LAVA
 ET1120'CAP.
 ET1120'
 ET1120'TO REACH FROM COTTONWOOD, DRIVE 2 MI TOWARD FLAGSTAFF ON U.S.
 ET1120'HWY. 89A.  TAKE VERDE VALLEY RD. RIGHT 10.4 MI.  TAKE RIGHT FORK W.
 ET1120'TOWARD CHERRY AND DEWEY 11 MI.  TAKE RIGHT FORK ON HILL ABOUT 225
 ET1120'FT BELOW (SE. OF) SCHOOLHOUSE AND JUST BELOW CATTLEGUARD 0.9 MI
 ET1120'AND CONTINUE UP GULCH.  TAKE RIGHT FORK 0.2 MI.  TAKE LEFT FORK
 ET1120'TOWARD GOLDEN IDOL MINE 0.2 MI.  LEAVE TRUCK AT LAST HOUSE AND 200
 ET1120'FT NW. OF HOIST AT GOLDEN IDOL MINNE.  TAKE TRAIL UP RAVINE E.
 ET1120'PASSING 75 FT N. OF HOIST (NOW IDLE), CONTINUE ON TRAIL UP RAVINE
 ET1120'TO SADDLE.  TURN LEFT ONTO GRADED TRAIL ON DIVIDE.  TAKE SWITCHBACK
 ET1120'INCLINING LEFT NW. ON SLOPE.  FOLLOW GRADED TRAIL N. AND W. TO
 ET1120'HIGHEST POINT ABOUT 0.6 MI.  TURN RIGHT TO TOP AND STATION 150 FT
 ET1120'E. OF TRAIL.  (OLD TRAIL NOT MAINTAINED)
 ET1120'
 ET1120'STATION MARK--STANDARD TABLET STAMPED---CHERRY 1943---, CEMENTED IN
 ET1120'SOLID ROCK.
 ET1120'
 ET1120'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 ET1120
 ET1120                          STATION RECOVERY (1973)
 ET1120
 ET1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET1120'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0217 ***********************************************************************
 FP0217  DESIGNATION -  CHETO RM 1
 FP0217  PID         -  FP0217
 FP0217  STATE/COUNTY-  AZ/APACHE
 FP0217  USGS QUAD   -  SANDERS (1971)
 FP0217
 FP0217                         *CURRENT SURVEY CONTROL
 FP0217  ___________________________________________________________________
 FP0217* NAD 83(1986)-  35 12 32.     (N)    109 20 51.     (W)     SCALED    
 FP0217* NAVD 88     -      1789.502  (meters)    5871.06   (feet)  ADJUSTED  
 FP0217  ___________________________________________________________________
 FP0217  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 FP0217  DYNAMIC HT  -        1787.017 (meters)    5862.90  (feet)  COMP
 FP0217  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0217
 FP0217  VERT ORDER  -  SECOND    CLASS 0
 FP0217
 FP0217.The horizontal coordinates were scaled from a topographic map and have
 FP0217.an estimated accuracy of +/- 6 seconds.
 FP0217
 FP0217.The orthometric height was determined by differential leveling
 FP0217.and adjusted in June 1991.
 FP0217
 FP0217.The geoid height was determined by GEOID03.
 FP0217
 FP0217.The dynamic height is computed by dividing the NAVD 88
 FP0217.geopotential number by the normal gravity value computed on the
 FP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0217.degrees latitude (g = 980.6199 gals.).
 FP0217
 FP0217.The modeled gravity was interpolated from observed gravity values.
 FP0217
 FP0217;                    North         East    Units  Estimated Accuracy
 FP0217;SPC AZ E     -   467,050.      287,940.      MT  (+/- 180 meters Scaled)
 FP0217
 FP0217                          SUPERSEDED SURVEY CONTROL
 FP0217
 FP0217  NGVD 29 (??/??/92) 1788.568  (m)         5867.99   (f) ADJ UNCH    2 0
 FP0217
 FP0217.Superseded values are not recommended for survey control.
 FP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0217.See file dsdata.txt to determine how the superseded data were derived.
 FP0217
 FP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD504974(NAD 83)
 FP0217_MARKER: DR = REFERENCE MARK DISK
 FP0217_SETTING: 66 = SET IN ROCK OUTCROP
 FP0217_SP_SET: BEDROCK
 FP0217_STAMPING: CHETO NO 1 1959
 FP0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0217+STABILITY: POSITION/ELEVATION WELL
 FP0217
 FP0217  HISTORY     - Date     Condition        Report By
 FP0217  HISTORY     - 1959     MONUMENTED       CGS
 FP0217  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0217
 FP0217                          STATION DESCRIPTION
 FP0217
 FP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0217'0.9 MI W FROM SANDERS.
 FP0217'0.9 MILE WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0217'ABOUT 160 FEET SOUTH OF THE HIGHWAY, 8 FEET NORTHEAST OF THE FENCE,
 FP0217'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.
 FP0217
 FP0217                          STATION RECOVERY (1983)
 FP0217
 FP0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1101 ***********************************************************************
 ES1101  DESIGNATION -  CHEV
 ES1101  PID         -  ES1101
 ES1101  STATE/COUNTY-  AZ/NAVAJO
 ES1101  USGS QUAD   -  HIBBARD (1970)
 ES1101
 ES1101                         *CURRENT SURVEY CONTROL
 ES1101  ___________________________________________________________________
 ES1101* NAD 83(1992)-  34 55 20.41538(N)    110 32 00.43405(W)     ADJUSTED  
 ES1101* NAVD 88     -      1540.8    (meters)    5055.     (feet)  VERTCON   
 ES1101  ___________________________________________________________________
 ES1101  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ES1101  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES1101  HORZ ORDER  -  SECOND
 ES1101
 ES1101.The horizontal coordinates were established by classical geodetic methods
 ES1101.and adjusted by the National Geodetic Survey in August 1993.
 ES1101
 ES1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1101
 ES1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1101
 ES1101.The geoid height was determined by GEOID03.
 ES1101
 ES1101;                    North         East     Units Scale Factor Converg.
 ES1101;SPC AZ E     -   435,020.628   179,848.331   MT  0.99991384   -0 12 35.9
 ES1101;SPC AZ E     - 1,427,233.03    590,053.58   iFT  0.99991384   -0 12 35.9
 ES1101;UTM  12      - 3,864,529.977   542,613.452   MT  0.99962238   +0 16 01.5
 ES1101
 ES1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1101!SPC AZ E     -   0.99976201  x   0.99991384  =   0.99967587
 ES1101!UTM  12      -   0.99976201  x   0.99962238  =   0.99938448
 ES1101
 ES1101:                Primary Azimuth Mark                     Grid Az
 ES1101:SPC AZ E     -  HAVRE 2                                  003 13 28.7
 ES1101:UTM  12      -  HAVRE 2                                  002 44 51.3
 ES1101
 ES1101|---------------------------------------------------------------------|
 ES1101| PID    Reference Object                     Distance      Geod. Az  |
 ES1101|                                                           dddmmss.s |
 ES1101| ES0785 HAVRE 2                             APPROX. 6.0 KM 0030052.8 |
 ES1101| CD1784 CHEV RM 1                            13.194 METERS 18700     |
 ES1101| CD1785 CHEV RM 2                            11.396 METERS 29935     |
 ES1101|---------------------------------------------------------------------|
 ES1101
 ES1101                          SUPERSEDED SURVEY CONTROL
 ES1101
 ES1101  NAD 83(1986)-  34 55 20.40983(N)    110 32 00.43683(W) AD(       ) 2
 ES1101  NAD 27      -  34 55 20.32010(N)    110 31 57.97640(W) AD(       ) 2
 ES1101  NGVD 29 (07/19/86) 1540.0    (m)         5052.     (f) VERT ANG    3  
 ES1101
 ES1101.Superseded values are not recommended for survey control.
 ES1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1101.See file dsdata.txt to determine how the superseded data were derived.
 ES1101
 ES1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4261364530(NAD 83)
 ES1101_MARKER: DS = TRIANGULATION STATION DISK
 ES1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1101
 ES1101  HISTORY     - Date     Condition        Report By
 ES1101  HISTORY     - 1959     MONUMENTED       CGS
 ES1101  HISTORY     - 1972     GOOD             NGS
 ES1101
 ES1101                          STATION DESCRIPTION
 ES1101
 ES1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1101'THE STATION IS ABOUT 12 MILES AIR LINE SOUTHEAST OF WINSLOW AND
 ES1101'ABOUT 0.2 MILE SOUTHWEST OF A STEEL BRIDGE OVER CHEVELON CREEK
 ES1101'ON A ROUND TOPPED KNOLL IN PASTURE LAND OWNED BY MR. OSCUR REED.
 ES1101'
 ES1101'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO SOUTH
 ES1101'FOR 1 BLOCK TO THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY
 ES1101'65.  GO SOUTH ON STATE HIGHWAY 65 FOR 0.9 MILE TO A T ROAD
 ES1101'LEFT, TURN LEFT AND FOLLOW THE MACADAM ROAD EAST AND SOUTH FOR
 ES1101'4.5 MILES TO THE END OF THE MACADAM.  CONTINUE SOUTH ON THE
 ES1101'GRAVELED ROAD FOR 1.6 MILES TO A T ROAD LEFT AND THE SIGN ON
 ES1101'THE LEFT, JOSEPH CITY 25 HOLBROOK 35, TURN LEFT AS PER SIGN
 ES1101'AND FOLLOW GRADED ROAD EAST ALONG THE NORTH SIDE OF AN
 ES1101'EAST-WEST FENCE LINE FOR 6.2 MILES, (THIS IS 0.15 MILE BEFORE
 ES1101'REACHING THE STEEL BRIDGE OVER THE CHEVELON CREEK).  HERE
 ES1101'LEAVE THE GRADED ROAD AND TURN RIGHT, SOUTH, FOR 0.1 MILE
 ES1101'TO THE EAST-WEST FENCE LINE.  FROM HERE PACK SOUTH FOR 420 FEET
 ES1101'TO THE SUMMIT OF THE KNOLL TO THE STATION AND REFERENCE
 ES1101'MARKS AS DESCRIBED.
 ES1101'
 ES1101'THE STATION MARK, STAMPED CHEV 1959, IS A STANDARD DISK
 ES1101'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ES1101'6 INCHES.  IT IS 420 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 ES1101'9.0 FEET NORTHEAST OF THE WITNESS POST.
 ES1101'
 ES1101'REFERENCE MARK NO. 1, STAMPED CHEV NO 1 1959, IS A STANDARD
 ES1101'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1101'PROJECTS 6 INCHES.  IT IS 38.4 FEET SOUTH OF THE WITNESS POST.
 ES1101'
 ES1101'REFERENCE MARK NO. 2, STAMPED CHEV NO 2 1959, IS A STANDARD
 ES1101'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1101'PROJECTS 6 INCHES.  IT IS 33.9 FEET NORTHWEST OF THE WITNESS
 ES1101'POST.
 ES1101'
 ES1101'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.2 FEET.
 ES1101'
 ES1101'TRIANGULATION STATION TEE 1959 WILL SERVE AS THE AZIMUTH MARK,
 ES1101'SEE DESCRIPTION THEREOF.
 ES1101
 ES1101                          STATION RECOVERY (1972)
 ES1101
 ES1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES1101'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES1101'CONDITION.  DUE TO ROAD CHANGES IN THE AREA A NEW ROUTE TO THE
 ES1101'STATION FOLLOWS.
 ES1101'
 ES1101'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO SOUTH
 ES1101'ALONG ARIZONA HIGHWAY 87 FOR 1.3 MILES TO JUNCTION WITH
 ES1101'ARIZONA HIGHWAY 97.  TURN LEFT ALONG 97 FOR 5.5 MILES TO MC HOOD
 ES1101'PARK ON THE LEFT, CONTINUE AHEAD FOR 1.9 MILES TO A GRADED
 ES1101'SIDE ROAD LEFT.  TURN LEFT FOR 6.6 MILES TO A GENTLE SLOPING
 ES1101'HILL ON THE RIGHT AND THE STATION ON TOP.  THIS IS 0.15 MILE
 ES1101'BEFORE REACHING THE STEEL BRIDGE OVER CHEVELON CREEK.  THE LAST
 ES1101'150 YARDS IS A PACK DUE TO THE FENCE BETWEEN THE GRADED ROAD
 ES1101'AND HILLTOP.
 ES1101'
 ES1101'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1101'
 ES1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 ES1101'SOUTHEAST OF WINSLOW
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1110 ***********************************************************************
 ES1110  DESIGNATION -  CHEVELON
 ES1110  PID         -  ES1110
 ES1110  STATE/COUNTY-  AZ/COCONINO
 ES1110  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES1110
 ES1110                         *CURRENT SURVEY CONTROL
 ES1110  ___________________________________________________________________
 ES1110* NAD 83(1992)-  34 41 33.24776(N)    110 50 54.51668(W)     ADJUSTED  
 ES1110* NAVD 88     -      2118.1    (meters)    6949.     (feet)  VERTCON   
 ES1110  ___________________________________________________________________
 ES1110  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 ES1110  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES1110  HORZ ORDER  -  FIRST
 ES1110
 ES1110.The horizontal coordinates were established by classical geodetic methods
 ES1110.and adjusted by the National Geodetic Survey in August 1993.
 ES1110
 ES1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1110
 ES1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1110
 ES1110.The geoid height was determined by GEOID03.
 ES1110
 ES1110;                    North         East     Units Scale Factor Converg.
 ES1110;SPC AZ C     -   409,991.194   311,228.627   MT  1.00001802   +0 36 28.9
 ES1110;SPC AZ C     - 1,345,115.47  1,021,091.30   iFT  1.00001802   +0 36 28.9
 ES1110;UTM  12      - 3,838,961.424   513,878.258   MT  0.99960237   +0 05 10.5
 ES1110
 ES1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1110!SPC AZ C     -   0.99967139  x   1.00001802  =   0.99968941
 ES1110!UTM  12      -   0.99967139  x   0.99960237  =   0.99927390
 ES1110
 ES1110:                Primary Azimuth Mark                     Grid Az
 ES1110:SPC AZ C     -  WINSLOW TALL TANK COAL CHUTE             017 38 40.6
 ES1110:UTM  12      -  WINSLOW TALL TANK COAL CHUTE             018 09 59.0
 ES1110
 ES1110|---------------------------------------------------------------------|
 ES1110| PID    Reference Object                     Distance      Geod. Az  |
 ES1110|                                                           dddmmss.s |
 ES1110| FQ0745 WINSLOW TALL TANK COAL CHUTE        APPROX.39.2 KM 0181509.5 |
 ES1110| FQ0746 WINSLOW ICEPLANT LONE STACK         APPROX.39.1 KM 0191540.3 |
 ES1110| CD1786 CHEVELON AZ MK                                     2321216.6 |
 ES1110| ES0964 BLUE RIDGE LEFT SHOULDER            APPROX.32.9 KM 2430648.8 |
 ES1110| ES0876 ROCK                                APPROX.37.1 KM 2552846.8 |
 ES1110| CD1788 CHEVELON RM 2                        26.830 METERS 29718     |
 ES1110| ES1117 TABLE MOUNTAIN HIGHEST POINT        APPROX.17.1 KM 3440949.7 |
 ES1110| CD1787 CHEVELON RM 1                        30.398 METERS 35459     |
 ES1110|---------------------------------------------------------------------|
 ES1110
 ES1110                          SUPERSEDED SURVEY CONTROL
 ES1110
 ES1110  NAD 83(1986)-  34 41 33.24086(N)    110 50 54.52007(W) AD(       ) 1
 ES1110  NAD 27      -  34 41 33.14400(N)    110 50 52.04900(W) AD(       ) 1
 ES1110  NGVD 29 (02/22/88) 2117.1    (m)         6946.     (f) VERT ANG    3  
 ES1110
 ES1110.Superseded values are not recommended for survey control.
 ES1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1110.See file dsdata.txt to determine how the superseded data were derived.
 ES1110
 ES1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1387838961(NAD 83)
 ES1110_MARKER: DS = TRIANGULATION STATION DISK
 ES1110_SETTING: 66 = SET IN ROCK OUTCROP
 ES1110_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1110+STABILITY: POSITION/ELEVATION WELL
 ES1110
 ES1110  HISTORY     - Date     Condition        Report By
 ES1110  HISTORY     - 1919     MONUMENTED       CGS
 ES1110  HISTORY     - 1932     GOOD             USGS
 ES1110  HISTORY     - 1936     GOOD             CGS
 ES1110  HISTORY     - 1938     GOOD             CGS
 ES1110  HISTORY     - 1955     GOOD             USGS
 ES1110  HISTORY     - 1970     GOOD             USGS
 ES1110  HISTORY     - 1972     GOOD             AZHD
 ES1110  HISTORY     - 1974     GOOD             AZHD
 ES1110  HISTORY     - 1979     GOOD             AZDT
 ES1110  HISTORY     - 1981     GOOD             AZDT
 ES1110
 ES1110                          STATION DESCRIPTION
 ES1110
 ES1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 ES1110'THIS STATION IS IN SITGREAVE NATIONAL FOREST, ON CHEVELON BUTTE,
 ES1110'25 MILES SW OF WINSLOW, SAME BUTTE ON WHICH A FOREST LOOK-OUT
 ES1110'STATION IS LOCATED, ON EXTREME NW CORNER FARTHEST FROM LOOK-OUT
 ES1110'STATION, ABOUT 40 METERS FROM EDGE OF CLIFF ON SIDE NEAREST
 ES1110'FRISCO (SAN FRANCISCO PEAKS), AND IS IN EDGE OF A DENSE CEDAR
 ES1110'GROWTH THAT COVERS ENTIRE TOP OF BUTTE.
 ES1110'
 ES1110'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 ES1110'OUTCROPPING BEDROCK.  THEY ARE
 ES1110'CEMENTED INTO SOLID ROCK.
 ES1110'
 ES1110'STATION MARK IS STAMPED 1919 BUT WAS OCCUPIED IN 1920.
 ES1110'
 ES1110'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.070 METERS.
 ES1110
 ES1110                          STATION RECOVERY (1932)
 ES1110
 ES1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 ES1110'RECOVERED AS DESCRIBED BY CGS.
 ES1110
 ES1110                          STATION RECOVERY (1936)
 ES1110
 ES1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1110'STATION IS ON TOP OF AND AT NW CORNER OF FLAT-TOPPED CHEVELON
 ES1110'BUTTE, ABOUT 24 MILES AIRLINE SSE OF WINSLOW, AND ABOUT 250
 ES1110'YARDS NE OF FOREST SERVICE LOOK-OUT HOUSE.
 ES1110'
 ES1110'TO REACH FROM CALHOUNS SERVICE STATION ON U.S. 66 AT E EDGE
 ES1110'OF WINSLOW, DRIVE SOUTHERLY ON GRADED ROAD TOWARDS WALLACE RANGER
 ES1110'STATION, 29.6 MILES TO SIGN ON L OF ROAD HAUGHT RANCH.  BUTTE CAN
 ES1110'BE SEEN TO NW FROM THIS POINT.  CONTINUE SOUTHEASTERLY ON MAIN
 ES1110'GRADED ROAD, 6.3 MILES TO WHITE POST AND FOREST SERVICE SIGN
 ES1110'CHEVELON BUTTE ON R SIDE OF ROAD.  TURN BACK SHARPLY TO R AND
 ES1110'FOLLOW A ROUGH WINDING TRACK ROAD NORTHERLY 3.5 MILES TO
 ES1110'CROSSROADS.  KEEP STRAIGHT AHEAD NORTHERLY, FOLLOWING ROAD
 ES1110'ALONG TELEPHONE LINE TO FOOT OF BUTTE THEN ALONG WINDING ROAD
 ES1110'TOP OF BUTTE AND TO NW CORNER 3.2 MILES TO STATION.  A
 ES1110'20-FOOT WOODEN TOWER ERECTED OVER STATION MARK.  STANDARD
 ES1110'BRONZE DISKS FOR STATION AND REFERENCE MARKS STAMPED
 ES1110'CHEVELON-1919 AND SET IN ROCK OUTCROP WERE RECOVERED IN
 ES1110'GOOD CONDITION.  A NEW REFERENCE MARK NO. 2 STAMPED CHEVELON
 ES1110'1919-1936 WAS SET IN ROCK OUTCROP.  AN AZIMUTH MARK STAMPED
 ES1110'CHEVELON 1919-1936 WAS SET IN LARGE OUTCROPPING BOULDER
 ES1110'ABOUT 370 YARDS SW OF STATION.
 ES1110
 ES1110                          STATION RECOVERY (1938)
 ES1110
 ES1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1110'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION RECOVERED BY
 ES1110'MEANS OF FOLLOWING DESCRIPTION FROM HEBER, ARIZONA--ABOUT 24
 ES1110'MILES AIRLINE SSW OF WINSLOW, ARIZONA, ON TOP OF AND AT NW CORNER
 ES1110'OF A FLAT-TOPPED BUTTE KNOWN AS CHEVELON BUTTE IN SITGREAVE
 ES1110'NATIONAL FOREST.  IT IS ABOUT 40 METERS FROM N EDGE OF BUTTE.
 ES1110'
 ES1110'TO REACH FROM POST OFFICE IN HEBER, ARIZONA, GO SOUTHWESTERLY
 ES1110'ON ROAD TO YOUNG, ARIZONA 0.55 MILE TO A FORK.  THENCE TAKE R FORK
 ES1110'1.1 MILES TO A FORK.  THENCE TAKE L FORK, SOUTHWESTERLY, ON A
 ES1110'GRADED DIRT ROAD 12.25 MILES TO A SIDE ROAD L THAT GOES TO GENTRY
 ES1110'LOOK-OUT STATION.  THENCE CONTINUE STRAIGHT AHEAD, WESTERLY, 8.7
 ES1110'MILES TO A FORK AND SIGN RIM ROAD - WINSLOW 73.  HERE LEAVE ROAD
 ES1110'TO YOUNG AND TAKE R FORK WESTERLY AND NORTHERLY (WINSLOW ROAD)
 ES1110'12.15 MILES TO A FORK AND SIGN WINSLOW 57 - WALLACE R.S. 15.
 ES1110'L FORK GOES TO PROMONTORY LOOK-OUT TOWER.  THENCE TAKE R
 ES1110'FORK, NORTHERLY, (WINSLOW ROAD) 18.75 MILES TO A TRAIL ROAD
 ES1110'FORKING TO L AND SIGN CHEVELON BUTTE L.O. 7.  HERE TAKE TRAIL
 ES1110'ROAD, L, AND CONTINUE NORTHERLY 3.6 MILES TO CROSSROADS AND
 ES1110'SIGN CHEVELON BUTTE L.O. 3.  THENCE CONTINUE STRAIGHT AHEAD
 ES1110'AND FOLLOW TRAIL ROAD ALONG A TELEPHONE LINE NORTHERLY, UP
 ES1110'BUTTE 3.1 MILES TO A POINT ABOUT 0.15 MILE FROM LOOK-OUT
 ES1110'STATION.  HERE LEAVE ROAD AND TURN R GOING ABOUT 0.1 MILE TO
 ES1110'STATION SITE.
 ES1110'
 ES1110'REFERENCE MARK NO. 1 IS N OF STATION AT ABOUT SAME ELEVATION.
 ES1110'REFERENCE MARK NO. 2 IS NW OF STATION AND ABOUT 2 FEET LOWER IN
 ES1110'ELEVATION.  THEY ARE STANDARD BRONZE DISKS IN BOULDERS AS
 ES1110'DESCRIBED.  REFERENCE MARK NO. 1 IS STAMPED CHEVELON
 ES1110'1919.  REFERENCE MARK NO. 2 IS STAMPED CHEVELON 1919-1936.
 ES1110'STATION MARK, A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED,
 ES1110'IS STAMPED CHEVELON 1919.
 ES1110'
 ES1110'A 20-FOOT TOWER (WOODEN) IS ERECTED OVER MARK AND WAS FOUND IN
 ES1110'GOOD CONDITION.
 ES1110'
 ES1110'AZIMUTH MARK IS ABOUT 370 YARDS SW OF STATION AT ABOUT SAME
 ES1110'ELEVATION.  IT IS NEAR EDGE OF RIMROCK ABOUT 50 YARDS S OF LOOK-OUT
 ES1110'STATION.
 ES1110
 ES1110                          STATION RECOVERY (1955)
 ES1110
 ES1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ES1110'RECOVERED AS DESCRIBED BY USGS AND CGS.  ALL MARKS IN GOOD
 ES1110'CONDITION.
 ES1110
 ES1110                          STATION RECOVERY (1970)
 ES1110
 ES1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES1110'RECOVERED AS DESCRIBED BY USGS AND CGS.  NEW TO REACH FOLLOWS.
 ES1110'
 ES1110'TO REACH FROM WINSLOW POST OFFICE, DRIVE 32 MI S. ON STATE HWY.
 ES1110'99 TO CATTLEGUARD AND NATIONAL FOREST BDRY. FENCE, CROSS OVER
 ES1110'CATTLEGUARD TO RD. TO RIGHT AND FOREST SERVICE SIGN
 ES1110'TILLMAN ROAD 3.4 CHEVELON BUTTE LO 5.  TURN RIGHT ONTO GRAVEL
 ES1110'RD. 3 MI W. THEN N. TO T-RD. LEFT (W.) AND SIGN
 ES1110'TILLMAN ROAD 63, CONTINUE STRAIGHT 0.9 MI N. PASSING THROUGH
 ES1110'FENCE ON CATTLEGUARD, CONTINUE UPGRADE 0.7 MI TO SADDLE (STATION
 ES1110'EAST CHEVALON IS ON ROCK TOP TO RIGHT), CONTINUE UPGRADE 0.6 MI
 ES1110'TO TOP AND POINT OPPOSITE STEEL TOWER (CHEVELON TOWER) AND END OF
 ES1110'TRUCK TRAVEL, 300 FT N. PAST STEEL TOWER.
 ES1110'
 ES1110'NOTE--DISK STAMPED---CHEVALON 1919---, BUTTE SPELLED CHEVELON.
 ES1110
 ES1110                          STATION RECOVERY (1972)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES1110'GENERAL LOCATION AS PER DESCRIPTION
 ES1110'
 ES1110'TO REACH AS PER DESCRIPTION
 ES1110'
 ES1110'STATION MARK AS PER DESCRIPTION
 ES1110'
 ES1110'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 ES1110'
 ES1110'AZIMUTH MARK NOT SEARCHED AT THIS TIME
 ES1110
 ES1110                          STATION RECOVERY (1974)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 ES1110'GENERAL LOCATION S15, T15N, R14E G AND SR MERIDIAN - 23
 ES1110'AIRLINE MILES S. OF WINSLOW, ARIZONA
 ES1110'
 ES1110'TO REACH FROM U.S. POST OFFICE IN WINSLOW, GO S, ON ARIZ
 ES1110'HWYS 87 AND 99 FOR 0.15 MILE, UNDER THE SANTA FE RAILROAD.
 ES1110'CONTINUE S. FOR 1.10 MILES (CROSSING THE WINSLOW FLOOD CONTROL
 ES1110'DIKE) TO THE JCT. OF HWY 87 S. AND 99 S. EASTERLY.  TURN LEFT
 ES1110'ON HWY 99, TOWARD THE CHEVELON RANGER STATION, FOR 30.65 MILES
 ES1110'(250 FT BEYOND END OF PAVEMENT) TO THE JCT OF F.H. 23.  TURN
 ES1110'RIGHT ON FH 23, HEAD DUE W. FOR APPROX 0.6 MILE.  AT THIS POINT
 ES1110'THE ROAD MAKE A SWEEPING 90 DEG TURN AND HEADS DUE NORTH FOR
 ES1110'4 MILES TO THE SUMMIT OF CHEVELON BUTTE AND THE STATION.
 ES1110'DURING THE SUMMER MONTHS, THIS STATION IS ACCESSABLE BY CAR.
 ES1110'THE STA.  IS ON THE N. END OF THE BUTTE, 204 FT N.N.W. OF A 50
 ES1110'FT HIGH WHITE TRIANGULAR METAL TOWER.
 ES1110'
 ES1110'THE FOREST SERVICE FIRE TOWER HAS BEEN DISMANTLED.
 ES1110'
 ES1110'STATION MARK STANDARD DISK, STAMPED CHEVELON 1919 GOOD
 ES1110'CONDITION
 ES1110'
 ES1110'REFERENCE MARKS R.M. 1 AND R.M. 2 RECOV. AS DESCRIBED, IN
 ES1110'GOOD CONDITION
 ES1110'
 ES1110'AZIMUTH MARK IN AND GOOD A DISTANCE OF 1082 FT WAS MEASURED
 ES1110'BETWEEN THE STATION AND THE AZIMUTH MARK
 ES1110
 ES1110                          STATION RECOVERY (1979)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1110'THE STATION IS LOCATED ABOUT 24 AIRLINE MILES SW OF WINSLOW AND ON TOP
 ES1110'OF A PROMINENT FLAT CEDAR COVERED BUTTE KNOWN AS CHEVELON BUTTE.
 ES1110'
 ES1110'THE STATION WAS FOUND IN GOOD CONDITION STAMPED---CHEVELON 1919---.
 ES1110'
 ES1110'THE REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION STAMPED---
 ES1110'CHEVELON 1919.
 ES1110'
 ES1110'THE REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION STAMPED---
 ES1110'CHEVELON 1919-1936---.
 ES1110'
 ES1110'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION STAMPED---CHEVELON 1919
 ES1110'---.
 ES1110'
 ES1110'FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH 1 BLOCK TO STATE HIGHWAY
 ES1110'87, CONTINUE SOUTH FOR 1.3 MILES TO STATE HIGHWAY 99 TURN LEFT AND
 ES1110'FOLLOW STATE HIGHWAY 99 FOR 30 MILES AND A FOREST SIGN READING
 ES1110'CHEVELON BUTTE, TURN RIGHT AND TRAVEL WEST FOR 0.7 MILES WHERE TRAIL
 ES1110'TURNS NORTH, CONTINUE FOR 2.3 MILES TO A FORK, TAKE RIGHT FORK 0.8
 ES1110'MILES TO A CATTLE GUARD AND LOCKED CABLE ACROSS TRAIL.  GET KEY FROM
 ES1110'HOWARD CARLSON AT CHEVELON WORK CAMP 9 MILES SOUTH.  UNLOCK CABLE AND
 ES1110'CONTINUE UP BUTTE TO STATION.  STATION IS ABOUT 200 FEET NW OF
 ES1110'MICROWAVE INSTALLATION.
 ES1110
 ES1110                          STATION RECOVERY (1981)
 ES1110
 ES1110'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1110'THE STATION WAS RECOVERED AS DESCRIBED IN 1981.  THE ROUTE TO THE
 ES1110'STATION IS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1497 ***********************************************************************
 DA1497  DESIGNATION -  CHILDS
 DA1497  PID         -  DA1497
 DA1497  STATE/COUNTY-  AZ/PIMA
 DA1497  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA1497
 DA1497                         *CURRENT SURVEY CONTROL
 DA1497  ___________________________________________________________________
 DA1497* NAD 83(1992)-  32 18 44.88725(N)    112 42 58.00812(W)     ADJUSTED  
 DA1497* NAVD 88     -       945.     (meters)    3100.     (feet)  SCALED    
 DA1497  ___________________________________________________________________
 DA1497  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 DA1497  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA1497  HORZ ORDER  -  THIRD
 DA1497
 DA1497.The horizontal coordinates were established by classical geodetic methods
 DA1497.and adjusted by the National Geodetic Survey in August 1993.
 DA1497
 DA1497.The orthometric height was scaled from a topographic map.
 DA1497
 DA1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1497
 DA1497.The geoid height was determined by GEOID03.
 DA1497
 DA1497;                    North         East     Units Scale Factor Converg.
 DA1497;SPC AZ C     -   145,793.807   138,081.556   MT  0.99996986   -0 25 38.5
 DA1497;SPC AZ C     -   478,326.14    453,023.48   iFT  0.99996986   -0 25 38.5
 DA1497;UTM  12      - 3,576,364.852   338,445.623   MT  0.99992186   -0 55 03.1
 DA1497
 DA1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1497!SPC AZ C     -   0.99985662  x   0.99996986  =   0.99982649
 DA1497!UTM  12      -   0.99985662  x   0.99992186  =   0.99977849
 DA1497
 DA1497:                Primary Azimuth Mark                     Grid Az
 DA1497:SPC AZ C     -  SAGE                                     207 20 27.5
 DA1497:UTM  12      -  SAGE                                     207 49 52.1
 DA1497
 DA1497|---------------------------------------------------------------------|
 DA1497| PID    Reference Object                     Distance      Geod. Az  |
 DA1497|                                                           dddmmss.s |
 DA1497| DA1517 SAGE                                APPROX. 8.4 KM 2065449.0 |
 DA1497|---------------------------------------------------------------------|
 DA1497
 DA1497                          SUPERSEDED SURVEY CONTROL
 DA1497
 DA1497  NAD 83(1986)-  32 18 44.88093(N)    112 42 57.98750(W) AD(       ) 3
 DA1497  NAD 27      -  32 18 44.65300(N)    112 42 55.48600(W) AD(       ) 3
 DA1497
 DA1497.Superseded values are not recommended for survey control.
 DA1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1497.See file dsdata.txt to determine how the superseded data were derived.
 DA1497
 DA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3844676365(NAD 83)
 DA1497_MARKER: DS = TRIANGULATION STATION DISK
 DA1497_SETTING: 0 = UNSPECIFIED SETTING
 DA1497
 DA1497  HISTORY     - Date     Condition        Report By
 DA1497  HISTORY     - 1920     MONUMENTED       CGS
 DA1497  HISTORY     - 1962     GOOD             USGS
 DA1497
 DA1497                          STATION DESCRIPTION
 DA1497
 DA1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1497'ON A FLAT-TOP BUTTE ABOUT 3 MILES AIR LINE, SOUTHEAST FROM
 DA1497'TOM CHILDS RANCH.  TAKE THE MAIN TRAVELED ROAD FROM CHILDS RANCH
 DA1497'TO A POINT A LITTLE SOUTH OF WEST FROM THE MOUNTAIN.  TURN
 DA1497'LEFT AND HEAD IN A SOUTH AND WEST DIRECTION TO WITHIN ONE-FOURTH
 DA1497'MILE OF THE BASE OF THE MOUNTAIN.  MARKED BY A STANDARD BRONZE
 DA1497'DISK.  REFERENCE MARK IS 28 PACES 316
 DA1497'DEG MAGNETIC.
 DA1497
 DA1497                          STATION RECOVERY (1962)
 DA1497
 DA1497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1497'DESCRIBED BY NGS.  RM NOT RECOVERED.  REACHED BY HELICOPTER.  NEW
 DA1497'LOCATED FOLLOWS.
 DA1497'
 DA1497'LOCATED ABOUT 6 MI SE. OF AJO, 3.5 MI N. OF ROCKY POINT JCT.,
 DA1497'ABOUT 3 MI E. OF HWY. 86.  ON WEST EDGE OF PROMINENT, FLAT-TOPPED
 DA1497'BUTTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0894 ***********************************************************************
 FQ0894  DESIGNATION -  CHIMNEY
 FQ0894  PID         -  FQ0894
 FQ0894  STATE/COUNTY-  AZ/NAVAJO
 FQ0894  USGS QUAD   -  CHIMNEY BUTTE (1967)
 FQ0894
 FQ0894                         *CURRENT SURVEY CONTROL
 FQ0894  ___________________________________________________________________
 FQ0894* NAD 83(1992)-  35 18 01.64035(N)    110 24 35.84013(W)     ADJUSTED  
 FQ0894* NAVD 88     -      1998.3    (meters)    6556.     (feet)  VERTCON   
 FQ0894  ___________________________________________________________________
 FQ0894  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 FQ0894  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0894  HORZ ORDER  -  THIRD
 FQ0894
 FQ0894.The horizontal coordinates were established by classical geodetic methods
 FQ0894.and adjusted by the National Geodetic Survey in August 1993.
 FQ0894
 FQ0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0894
 FQ0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0894
 FQ0894.The geoid height was determined by GEOID03.
 FQ0894
 FQ0894;                    North         East     Units Scale Factor Converg.
 FQ0894;SPC AZ E     -   476,931.579   191,234.278   MT  0.99990603   -0 08 26.1
 FQ0894;SPC AZ E     - 1,564,736.15    627,409.05   iFT  0.99990603   -0 08 26.1
 FQ0894;UTM  12      - 3,906,522.905   553,645.294   MT  0.99963546   +0 20 27.5
 FQ0894
 FQ0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0894!SPC AZ E     -   0.99969010  x   0.99990603  =   0.99959616
 FQ0894!UTM  12      -   0.99969010  x   0.99963546  =   0.99932567
 FQ0894
 FQ0894|---------------------------------------------------------------------|
 FQ0894| PID    Reference Object                     Distance      Geod. Az  |
 FQ0894|                                                           dddmmss.s |
 FQ0894| CR9952 CHIMNEY RM 1                          5.224 METERS 31819     |
 FQ0894| FQ0908 MONTEZUMA                           APPROX.18.3 KM 3304142.0 |
 FQ0894|---------------------------------------------------------------------|
 FQ0894
 FQ0894                          SUPERSEDED SURVEY CONTROL
 FQ0894
 FQ0894  NAD 83(1986)-  35 18 01.63720(N)    110 24 35.84290(W) AD(       ) 3
 FQ0894  NGVD 29 (02/23/90) 1997.4    (m)         6553.     (f) VERT ANG    3  
 FQ0894
 FQ0894.Superseded values are not recommended for survey control.
 FQ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0894.See file dsdata.txt to determine how the superseded data were derived.
 FQ0894
 FQ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5364506523(NAD 83)
 FQ0894_MARKER: DS = TRIANGULATION STATION DISK
 FQ0894_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0894_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0894+STABILITY: POSITION/ELEVATION WELL
 FQ0894
 FQ0894  HISTORY     - Date     Condition        Report By
 FQ0894  HISTORY     - 1966     MONUMENTED       USGS
 FQ0894
 FQ0894                          STATION DESCRIPTION
 FQ0894
 FQ0894'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0894'LOCATED ABOUT 25 MI NE. OF WINSLOW, ABOUT 19 MI E. OF
 FQ0894'COCONINO-NAVAJO COUNTY LINE, ABOUT 9 MI N. OF SOUTH BOUNDARY LINE
 FQ0894'OF NAVAJO RESERVATION, ABOUT 7.5 MI SW. OF DILKON.  ON PROMINENT
 FQ0894'BUTTE KNOWN AS CHIMNEY BUTTE.
 FQ0894'
 FQ0894'STATION REACHED BY HELICOPTER.
 FQ0894'
 FQ0894'STATION MARK--STANDARD TABLET STAMPED---CHIMNEY 1966---, CEMENTED
 FQ0894'IN DRILL HOLE ON TOP OF ROCK OUTCROP FLUSH WITH GROUND.
 FQ0894'
 FQ0894'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0894'HOLE IN TOP OF ROCK OUTCROP.
 FQ0894'
 FQ0894'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0894'HOLE IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0895 ***********************************************************************
 FQ0895  DESIGNATION -  CHIN
 FQ0895  PID         -  FQ0895
 FQ0895  STATE/COUNTY-  AZ/COCONINO
 FQ0895  USGS QUAD   -  ROCK HEAD (1969)
 FQ0895
 FQ0895                         *CURRENT SURVEY CONTROL
 FQ0895  ___________________________________________________________________
 FQ0895* NAD 83(1992)-  35 38 31.80161(N)    111 02 54.85443(W)     ADJUSTED  
 FQ0895* NAVD 88     -      1601.9    (meters)    5256.     (feet)  VERTCON   
 FQ0895  ___________________________________________________________________
 FQ0895  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 FQ0895  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FQ0895  HORZ ORDER  -  THIRD
 FQ0895
 FQ0895.The horizontal coordinates were established by classical geodetic methods
 FQ0895.and adjusted by the National Geodetic Survey in August 1993.
 FQ0895
 FQ0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0895
 FQ0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0895
 FQ0895.The geoid height was determined by GEOID03.
 FQ0895
 FQ0895;                    North         East     Units Scale Factor Converg.
 FQ0895;SPC AZ C     -   515,160.327   291,975.910   MT  0.99997614   +0 30 21.2
 FQ0895;SPC AZ C     - 1,690,158.55    957,926.21   iFT  0.99997614   +0 30 21.2
 FQ0895;UTM  12      - 3,944,261.826   495,602.750   MT  0.99960024   -0 01 41.9
 FQ0895
 FQ0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0895!SPC AZ C     -   0.99975235  x   0.99997614  =   0.99972850
 FQ0895!UTM  12      -   0.99975235  x   0.99960024  =   0.99935269
 FQ0895
 FQ0895|---------------------------------------------------------------------|
 FQ0895| PID    Reference Object                     Distance      Geod. Az  |
 FQ0895|                                                           dddmmss.s |
 FQ0895| CR9955 CHIN RM 2                             7.827 METERS 08451     |
 FQ0895| FQ0909 ORAIBI RD                           APPROX.31.5 KM 1565657.0 |
 FQ0895| CR9954 CHIN RM 1                             7.590 METERS 35039     |
 FQ0895|---------------------------------------------------------------------|
 FQ0895
 FQ0895                          SUPERSEDED SURVEY CONTROL
 FQ0895
 FQ0895  NAD 83(1986)-  35 38 31.79890(N)    111 02 54.85194(W) AD(       ) 3
 FQ0895  NGVD 29 (02/23/90) 1601.1    (m)         5253.     (f) VERT ANG    3  
 FQ0895
 FQ0895.Superseded values are not recommended for survey control.
 FQ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0895.See file dsdata.txt to determine how the superseded data were derived.
 FQ0895
 FQ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE9560344262(NAD 83)
 FQ0895_MARKER: DS = TRIANGULATION STATION DISK
 FQ0895_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0895
 FQ0895  HISTORY     - Date     Condition        Report By
 FQ0895  HISTORY     - 1955     MONUMENTED       USGS
 FQ0895  HISTORY     - 1965     GOOD             USGS
 FQ0895  HISTORY     - 1969     GOOD             USGS
 FQ0895
 FQ0895                          STATION DESCRIPTION
 FQ0895
 FQ0895'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0895'LOCATED ABOUT 15 MI E. OF LITTLE COLORADO RIVER, 5.4 MI N. OF
 FQ0895'DINNEBITO WASH.  ON EXTREME WEST END OF PROMINENT RED CLIFF.
 FQ0895'
 FQ0895'STATION MARK--STANDARD TABLET STAMPED---CHIN 1955---, IN TOP OF
 FQ0895'CONCRETE POST PROJECTING 6 INCHES.
 FQ0895'
 FQ0895'RM 1--STANDARD RM TABLET STAMPED---CHIN 1955 NO 1---, CEMENTED IN
 FQ0895'TOP OF BURIED SANDSTONE ROCK.
 FQ0895'
 FQ0895'RM 2--STANDARD RM TABLET STAMPED---CHIN 1955 NO 2---, CEMENTED IN
 FQ0895'TOP OF BURIED SANDSTONE ROCK.
 FQ0895
 FQ0895                          STATION RECOVERY (1965)
 FQ0895
 FQ0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0895'RECOVERED AS DESCRIBED BY USGS.
 FQ0895
 FQ0895                          STATION RECOVERY (1969)
 FQ0895
 FQ0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0895'RECOVERED AS DESCRIBED BY USGS.
 FQ0895'
 FQ0895'TO REACH FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER, DRIVE
 FQ0895'0.4 MI SE. TO T-RD. NE.  TURN NE. ALONG DIRT RD. 1.2 MI TO Y-RD.
 FQ0895'TAKE LEFT FORK 5.6 MI TO LITTLE COLORADO RIVER.  CROSS RIVER AND
 FQ0895'TAKE RIGHT FORK 6.6 MI TO RD. FORKS.  TAKE RIGHT FORK 1.2 MI TO
 FQ0895'RD. FORKS.  TAKE LEFT FORK 0.5 MI TO RD. FORK.  TAKE RIGHT FORK 1.4
 FQ0895'MI TO Y-RD. FORKS.  TAKE LEFT FORK 0.4 MI TO RD. FORK.  TAKE LEFT
 FQ0895'FORK 1.1 MI TO RD. FORK.  TAKE LEFT FORK 2.2 MI TO X-RDS.  TURN
 FQ0895'RIGHT 6.2 MI TO Y-RD. FORK.  TAKE LEFT FORK 1.5 MI.  TURN LEFT
 FQ0895'ACROSS SMALL RIDGE AND GO CROSS-COUNTRY 3.3 MI TO WEST END OF
 FQ0895'CLIFFS AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0897 ***********************************************************************
 FR0897  DESIGNATION -  CHINDI
 FR0897  PID         -  FR0897
 FR0897  STATE/COUNTY-  AZ/YAVAPAI
 FR0897  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0897
 FR0897                         *CURRENT SURVEY CONTROL
 FR0897  ___________________________________________________________________
 FR0897* NAD 83(1992)-  35 01 09.25398(N)    112 52 04.46560(W)     ADJUSTED  
 FR0897* NAVD 88     -      2083.1    (meters)    6834.     (feet)  VERTCON   
 FR0897  ___________________________________________________________________
 FR0897  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 FR0897  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FR0897  HORZ ORDER  -  SECOND
 FR0897
 FR0897.The horizontal coordinates were established by classical geodetic methods
 FR0897.and adjusted by the National Geodetic Survey in June 1998.
 FR0897
 FR0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0897
 FR0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0897
 FR0897.The geoid height was determined by GEOID03.
 FR0897
 FR0897;                    North         East     Units Scale Factor Converg.
 FR0897;SPC AZ C     -   446,121.743   126,550.637   MT  0.99999285   -0 32 45.3
 FR0897;SPC AZ C     - 1,463,654.01    415,192.38   iFT  0.99999285   -0 32 45.3
 FR0897;UTM  12      - 3,876,770.863   329,579.893   MT  0.99995795   -1 04 19.8
 FR0897
 FR0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0897!SPC AZ C     -   0.99967722  x   0.99999285  =   0.99967007
 FR0897!UTM  12      -   0.99967722  x   0.99995795  =   0.99963518
 FR0897
 FR0897|---------------------------------------------------------------------|
 FR0897| PID    Reference Object                     Distance      Geod. Az  |
 FR0897|                                                           dddmmss.s |
 FR0897| CH2907 CHINDI RM 1                           4.205 METERS 04623     |
 FR0897| CH2908 CHINDI RM 2                           4.762 METERS 13225     |
 FR0897| FR0903 SELIGMAN                            APPROX.37.7 KM 3483751.1 |
 FR0897|---------------------------------------------------------------------|
 FR0897
 FR0897                          SUPERSEDED SURVEY CONTROL
 FR0897
 FR0897  NAD 83(1992)-  35 01 09.25398(N)    112 52 04.46560(W) AD(       ) 2
 FR0897  NAD 83(1986)-  35 01 09.25317(N)    112 52 04.46486(W) AD(       ) 2
 FR0897  NAD 27      -  35 01 09.20057(N)    112 52 01.80767(W) AD(       ) 2
 FR0897  NGVD 29 (07/19/86) 2082.1    (m)         6831.     (f) VERT ANG    3  
 FR0897
 FR0897.Superseded values are not recommended for survey control.
 FR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0897.See file dsdata.txt to determine how the superseded data were derived.
 FR0897
 FR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD2958076771(NAD 83)
 FR0897_MARKER: DD = SURVEY DISK
 FR0897_SETTING: 66 = SET IN ROCK OUTCROP
 FR0897_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0897
 FR0897  HISTORY     - Date     Condition        Report By
 FR0897  HISTORY     - 1945     MONUMENTED       USFS
 FR0897  HISTORY     - 1973     GOOD             USGS
 FR0897
 FR0897                          STATION DESCRIPTION
 FR0897
 FR0897'DESCRIBED BY US FOREST SERVICE 1945 (ERS)
 FR0897'THIS OCCUPIED STATION IS ON THE SOUTHERN TOP OF A DOUBLE TOPPED
 FR0897'MOUNTAIN, LOCALLY KNOWN AS RED MOUNTAIN, AND IS SITUATED OFF THE
 FR0897'EASTERN TIP OF JUNIPER MOUNTAINS, ABOUT 8 MILES NORTH OF WALNUT
 FR0897'CREEK RANGER STATION.
 FR0897'
 FR0897'MARKED BY A STANDARD FOREST SERVICE DISK SET IN BED ROCK ABOUT 10
 FR0897'FEET EAST OF THE HIGHEST TOP OF THE MOUNTAIN AND STAMPED CHINDI
 FR0897'1945.
 FR0897'
 FR0897'SIGNAL USED WAS A SIX FOOT CAIRN WITH FLAGS.
 FR0897'
 FR0897'TO REACH FROM PRESCOTT TAKE THE WALNUT CREEK-SELIGMAN ROAD FOR 47.8
 FR0897'MILES TO PINE CANYON AND A TRACK ROAD LEADING OFF TO THE WEST.  A
 FR0897'SIGN READING PINE SPRING POINTS UP THIS ROAD.  FOLLOW THIS ROAD 2.0
 FR0897'MILES TO ARROYO CROSSING.  CROSS ARROYO AND TURN OFF MAIN ROAD
 FR0897'ONTO FAINT TRACK ROAD GOING WESTERLY.  AT 1.1 MILES CROSS ARROYO
 FR0897'AND CONTINUE ON TO LARGE EATHEN STOCK TANK.  FROM THERE
 FR0897'PROCEED ON FOOT IN A NORTHERLY DIRECTION UP THE LARGE MOUNTAIN TO
 FR0897'THE NORTH FOR ABOUT 1 MILE TO THE STATION.
 FR0897
 FR0897                          STATION RECOVERY (1973)
 FR0897
 FR0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0897'RM 1 TO RM 2 NOT MEASURED.
 FR0897'
 FR0897'INSTRUMENT STAND 5.2 FT ABOVE STATION MARK.
 FR0897'
 FR0897'STATION FOUND AS DESCRIBED BY U. S. FOREST SERVICE.
 FR0897'
 FR0897'LOCATED ON THE SOUTHERN TOP OF A DOUBLE-TOPPED MOUNTAIN, LOCALLY
 FR0897'KNOWN AS RED MOUNTAIN, AND IS SITUATED OFF THE EASTERN TIP OF
 FR0897'JUNIPER MOUNTAINS, ABOUT 8 MI N. OF WALNUT CREEK RANGER STATION.
 FR0897'
 FR0897'TO REACH FROM PRESCOTT TAKE THE WALNUT CREEK-SELIGMAN RD. FOR 47.8
 FR0897'MI TO PINE CANYON AND A TRACK RD. LEADING OFF TO THE W. A SIGN
 FR0897'READING PINE SPRING POINTS UP THIS RD.  FOLLOW THIS RD. 2.0 MI TO
 FR0897'ARROYO X-ING.  CROSS ARROYO AND TURN OFF MAIN RD. ONTO FAINT TRACK
 FR0897'RD. GOING WESTERLY.  AT 1.1 MI CROSS ARROYO AND CONTINUE ON TO
 FR0897'LARGE EARTHEN STOCK TANK.  FROM HERE PROCEED ON FOOT IN A NORTHERLY
 FR0897'DIRECTION UP THE LARGE MOUNTAIN TO THE N. FOR ABOUT 1 MI TO
 FR0897'THE STATION.
 FR0897'
 FR0897'STATION MARK--A STANDARD FOREST SERVICE DISK STAMPED CHINDI 1945 SET
 FR0897'IN BEDROCK.
 FR0897'
 FR0897'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 FR0897'NO 1 CHINDI 1945-1973, LEVEL WITH STATION MARK.
 FR0897'
 FR0897'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 FR0897'NO 2 CHINDI 1945-1973, 1.4 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0921 ***********************************************************************
 FS0921  DESIGNATION -  CHINO
 FS0921  PID         -  FS0921
 FS0921  STATE/COUNTY-  AZ/MOHAVE
 FS0921  USGS QUAD   -  KINGMAN NW (1983)
 FS0921
 FS0921                         *CURRENT SURVEY CONTROL
 FS0921  ___________________________________________________________________
 FS0921* NAD 83(1992)-  35 13 38.21321(N)    114 08 02.86399(W)     ADJUSTED  
 FS0921* NAVD 88     -      1031.719  (meters)    3384.90   (feet)  ADJUSTED  
 FS0921  ___________________________________________________________________
 FS0921  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 FS0921  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0921  DYNAMIC HT  -        1030.519 (meters)    3380.96  (feet)  COMP
 FS0921  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 FS0921
 FS0921  HORZ ORDER  -  SECOND
 FS0921  VERT ORDER  -  FIRST     CLASS II
 FS0921
 FS0921.The horizontal coordinates were established by classical geodetic methods
 FS0921.and adjusted by the National Geodetic Survey in August 1993.
 FS0921
 FS0921.The orthometric height was determined by differential leveling
 FS0921.and adjusted in June 1991.
 FS0921
 FS0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0921
 FS0921.The geoid height was determined by GEOID03.
 FS0921
 FS0921.The dynamic height is computed by dividing the NAVD 88
 FS0921.geopotential number by the normal gravity value computed on the
 FS0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0921.degrees latitude (g = 980.6199 gals.).
 FS0921
 FS0921.The modeled gravity was interpolated from observed gravity values.
 FS0921
 FS0921;                    North         East     Units Scale Factor Converg.
 FS0921;SPC AZ W     -   468,870.143   178,393.058   MT  0.99994840   -0 13 17.7
 FS0921;SPC AZ W     - 1,538,287.87    585,279.06   iFT  0.99994840   -0 13 17.7
 FS0921;UTM  11      - 3,902,012.720   760,826.992   MT  1.00043849   +1 39 14.5
 FS0921
 FS0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0921!SPC AZ W     -   0.99984256  x   0.99994840  =   0.99979097
 FS0921!UTM  11      -   0.99984256  x   1.00043849  =   1.00028099
 FS0921
 FS0921|---------------------------------------------------------------------|
 FS0921| PID    Reference Object                     Distance      Geod. Az  |
 FS0921|                                                           dddmmss.s |
 FS0921| FS0920 CHINO RM 1                           17.024 METERS 09850     |
 FS0921| FS0922 CHINO RM 2                           10.378 METERS 21544     |
 FS0921| FS1346 CASTLE                              APPROX. 2.1 KM 3254345.6 |
 FS0921|---------------------------------------------------------------------|
 FS0921
 FS0921                          SUPERSEDED SURVEY CONTROL
 FS0921
 FS0921  NAD 83(1986)-  35 13 38.21496(N)    114 08 02.86335(W) AD(       ) 2
 FS0921  NGVD 29 (11/23/90) 1031.04   (m)         3382.7    (f) LEVELING    3  
 FS0921
 FS0921.Superseded values are not recommended for survey control.
 FS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0921.See file dsdata.txt to determine how the superseded data were derived.
 FS0921
 FS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6082702013(NAD 83)
 FS0921_MARKER: DS = TRIANGULATION STATION DISK
 FS0921_SETTING: 66 = SET IN ROCK OUTCROP
 FS0921_SP_SET: ROCK OUTCROP
 FS0921_STAMPING: CHINO 1981
 FS0921_MARK LOGO: AZDT  
 FS0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0921+STABILITY: POSITION/ELEVATION WELL
 FS0921
 FS0921  HISTORY     - Date     Condition        Report By
 FS0921  HISTORY     - 1981     MONUMENTED       AZDT
 FS0921  HISTORY     - 1982     GOOD             NGS
 FS0921
 FS0921                          STATION DESCRIPTION
 FS0921
 FS0921'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0921'THE STATION IS LOCATED 5 MILES NORTHWEST OF KINGMAN AND .75 MILE NORTH
 FS0921'OF THE INSPECTION STATION ON US HIGHWAY 93.
 FS0921'
 FS0921'THE STATION MARK IS AN ADOT DISK STAMPED---CHINO 1981.  IT IS SET IN A
 FS0921'DRILL HOLE IN BOULDER.  161 FEET WEST OF THE CENTERLINE OF US 93 AND
 FS0921'3.5 FEET SOUTHWEST OF THE WITNESS POST AND SIGN.
 FS0921'
 FS0921'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---CHINO RM 1 1981.  IT IS SET
 FS0921'IN A DRILL HOLE IN A BOULDER.
 FS0921'
 FS0921'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---CHINO RM 2 1981.  IT IS SET
 FS0921'IN A DRILL HOLE IN A BOULDER.
 FS0921'
 FS0921'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS0921'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS0921'WEST 2.3 MILES ALONG US 66 TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS0921'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 3.85 MILES TO THE ARIZONA
 FS0921'INSPECTION STATION.  CONTINUE NORTH ALONG US 93 FOR 0.75 MILE TO A
 FS0921'SMALL HIGHWAY CUT ON LEFT AT A RIGHT CURVE IN THE HIGHWAY.  THE
 FS0921'STATION IS BEHIND THE HIGHWAY CUT.
 FS0921
 FS0921                          STATION RECOVERY (1982)
 FS0921
 FS0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0921'7.7 KM (4.8 MI) NW FROM KINGMAN.
 FS0921'7.7 KM (4.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0921'HIGHWAY 40 OVERPASS IN KINGMAN, IN OUTCROP ON THE OUTER EDGE OF A
 FS0921'KNOLL FORMED BY A HIGHWAY CUT, 56.1 METERS (184 FT) SOUTHWEST OF THE
 FS0921'CENTERLINE OF THE HIGHWAY, 17.1 METERS (56 FT) SOUTHWEST OF RM 1, 10.7
 FS0921'METERS (35 FT) NORTH OF RM 2.
 FS0921'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FS0921'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0920 ***********************************************************************
 FS0920  DESIGNATION -  CHINO RM 1
 FS0920  PID         -  FS0920
 FS0920  STATE/COUNTY-  AZ/MOHAVE
 FS0920  USGS QUAD   -  KINGMAN NW (1983)
 FS0920
 FS0920                         *CURRENT SURVEY CONTROL
 FS0920  ___________________________________________________________________
 FS0920* NAD 83(1986)-  35 13 34.     (N)    114 07 54.     (W)     SCALED    
 FS0920* NAVD 88     -      1030.039  (meters)    3379.39   (feet)  ADJUSTED  
 FS0920  ___________________________________________________________________
 FS0920  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0920  DYNAMIC HT  -        1028.839 (meters)    3375.45  (feet)  COMP
 FS0920  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 FS0920
 FS0920  VERT ORDER  -  FIRST     CLASS II
 FS0920
 FS0920.The horizontal coordinates were scaled from a topographic map and have
 FS0920.an estimated accuracy of +/- 6 seconds.
 FS0920
 FS0920.The orthometric height was determined by differential leveling
 FS0920.and adjusted in June 1991.
 FS0920
 FS0920.The geoid height was determined by GEOID03.
 FS0920
 FS0920.The dynamic height is computed by dividing the NAVD 88
 FS0920.geopotential number by the normal gravity value computed on the
 FS0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0920.degrees latitude (g = 980.6199 gals.).
 FS0920
 FS0920.The modeled gravity was interpolated from observed gravity values.
 FS0920
 FS0920;                    North         East    Units  Estimated Accuracy
 FS0920;SPC AZ W     -   468,740.      178,620.      MT  (+/- 180 meters Scaled)
 FS0920
 FS0920                          SUPERSEDED SURVEY CONTROL
 FS0920
 FS0920.No superseded survey control is available for this station.
 FS0920
 FS0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV610018(NAD 83)
 FS0920_MARKER: DR = REFERENCE MARK DISK
 FS0920_SETTING: 80 = SET IN A BOULDER
 FS0920_SP_SET: BOULDER
 FS0920_STAMPING: CHINO RM 1 1981
 FS0920_MARK LOGO: AZDT  
 FS0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0920+STABILITY: SURFACE MOTION
 FS0920
 FS0920  HISTORY     - Date     Condition        Report By
 FS0920  HISTORY     - 1981     MONUMENTED       AZDT
 FS0920  HISTORY     - 1982     GOOD             NGS
 FS0920
 FS0920                          STATION DESCRIPTION
 FS0920
 FS0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0920'7.7 KM (4.8 MI) NW FROM KINGMAN.
 FS0920'7.7 KM (4.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0920'HIGHWAY 40 OVERPASS IN KINGMAN, 39 METERS (128 FT) SOUTHWEST OF THE
 FS0920'CENTERLINE OF THE HIGHWAY, 17 METERS (56 FT) NORTHWEST OF THE STATION,
 FS0920'23.8 METERS (78 FT) NORTHWEST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0922 ***********************************************************************
 FS0922  DESIGNATION -  CHINO RM 2
 FS0922  PID         -  FS0922
 FS0922  STATE/COUNTY-  AZ/MOHAVE
 FS0922  USGS QUAD   -  KINGMAN NW (1983)
 FS0922
 FS0922                         *CURRENT SURVEY CONTROL
 FS0922  ___________________________________________________________________
 FS0922* NAD 83(1986)-  35 13 34.     (N)    114 07 54.     (W)     SCALED    
 FS0922* NAVD 88     -      1029.491  (meters)    3377.59   (feet)  ADJUSTED  
 FS0922  ___________________________________________________________________
 FS0922  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0922  DYNAMIC HT  -        1028.291 (meters)    3373.65  (feet)  COMP
 FS0922  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 FS0922
 FS0922  VERT ORDER  -  FIRST     CLASS II
 FS0922
 FS0922.The horizontal coordinates were scaled from a topographic map and have
 FS0922.an estimated accuracy of +/- 6 seconds.
 FS0922
 FS0922.The orthometric height was determined by differential leveling
 FS0922.and adjusted in June 1991.
 FS0922
 FS0922.The geoid height was determined by GEOID03.
 FS0922
 FS0922.The dynamic height is computed by dividing the NAVD 88
 FS0922.geopotential number by the normal gravity value computed on the
 FS0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0922.degrees latitude (g = 980.6199 gals.).
 FS0922
 FS0922.The modeled gravity was interpolated from observed gravity values.
 FS0922
 FS0922;                    North         East    Units  Estimated Accuracy
 FS0922;SPC AZ W     -   468,740.      178,620.      MT  (+/- 180 meters Scaled)
 FS0922
 FS0922                          SUPERSEDED SURVEY CONTROL
 FS0922
 FS0922.No superseded survey control is available for this station.
 FS0922
 FS0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV610018(NAD 83)
 FS0922_MARKER: DR = REFERENCE MARK DISK
 FS0922_SETTING: 66 = SET IN ROCK OUTCROP
 FS0922_SP_SET: ROCK OUTCROP
 FS0922_STAMPING: CHINO RM 2 1981
 FS0922_MARK LOGO: AZDT  
 FS0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0922+STABILITY: POSITION/ELEVATION WELL
 FS0922
 FS0922  HISTORY     - Date     Condition        Report By
 FS0922  HISTORY     - 1981     MONUMENTED       AZDT
 FS0922  HISTORY     - 1982     GOOD             NGS
 FS0922
 FS0922                          STATION DESCRIPTION
 FS0922
 FS0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0922'7.7 KM (4.8 MI) NW FROM KINGMAN.
 FS0922'7.7 KM (4.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0922'HIGHWAY 40 OVERPASS IN KINGMAN, 10.7 METERS (35 FT) SOUTH OF THE
 FS0922'STATION, 23.8 METERS (78 FT) SOUTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0167 ***********************************************************************
 ET0167  DESIGNATION -  CHINO VALLEY
 ET0167  PID         -  ET0167
 ET0167  STATE/COUNTY-  AZ/YAVAPAI
 ET0167  USGS QUAD   -  PAULDEN (1979)
 ET0167
 ET0167                         *CURRENT SURVEY CONTROL
 ET0167  ___________________________________________________________________
 ET0167* NAD 83(1986)-  34 53 43.     (N)    112 27 59.     (W)     SCALED    
 ET0167* NAVD 88     -      1339.864  (meters)    4395.87   (feet)  POSTED    
 ET0167  ___________________________________________________________________
 ET0167  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 ET0167  DYNAMIC HT  -        1338.130 (meters)    4390.18  (feet)  COMP
 ET0167  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 ET0167
 ET0167  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0167
 ET0167.The horizontal coordinates were scaled from a topographic map and have
 ET0167.an estimated accuracy of +/- 6 seconds.
 ET0167
 ET0167.The orthometric height was determined by differential leveling
 ET0167.and adjusted in November 2005.
 ET0167.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0167.rate of 0.0 thru 1.0 mm/km.
 ET0167
 ET0167.The geoid height was determined by GEOID03.
 ET0167
 ET0167.The dynamic height is computed by dividing the NAVD 88
 ET0167.geopotential number by the normal gravity value computed on the
 ET0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0167.degrees latitude (g = 980.6199 gals.).
 ET0167
 ET0167.The modeled gravity was interpolated from observed gravity values.
 ET0167
 ET0167;                    North         East    Units  Estimated Accuracy
 ET0167;SPC AZ C     -   432,100.      163,120.      MT  (+/- 180 meters Scaled)
 ET0167
 ET0167                          SUPERSEDED SURVEY CONTROL
 ET0167
 ET0167  NGVD 29 (??/??/92) 1339.104  (m)         4393.38   (f) ADJ UNCH    2 0
 ET0167
 ET0167.Superseded values are not recommended for survey control.
 ET0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0167.See file dsdata.txt to determine how the superseded data were derived.
 ET0167
 ET0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD660624(NAD 83)
 ET0167_MARKER: DB = BENCH MARK DISK
 ET0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0167_SP_SET: CATTLE GUARD
 ET0167_STAMPING: CHINO VALLEY 1939
 ET0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0167
 ET0167  HISTORY     - Date     Condition        Report By
 ET0167  HISTORY     - 1939     MONUMENTED       CGS
 ET0167  HISTORY     - 1941     GOOD             NGS
 ET0167  HISTORY     - 20001004 MARK NOT FOUND   NGS
 ET0167  HISTORY     - 20060510 MARK NOT FOUND   GEOCAC
 ET0167
 ET0167                          STATION DESCRIPTION
 ET0167
 ET0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ET0167'0.5 MI N FROM PAULDEN.
 ET0167'TO REACH FROM THE POST OFFICE AT PAULDEN-- GO 0.5 MILE NORTH ALONG
 ET0167'U.S. HIGHWAY NO.89 TO THE INTERSECTION OF ROAD TO SIMMONS AND SITE OF
 ET0167'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE NORTH HEADWALL OF
 ET0167'CATTLE GUARD, 45.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY NO.89,
 ET0167'10.0 FEET NORTH OF AND 0.8 FOOT ABOVE THE CENTERLINE OF THE SIMMONS
 ET0167'ROAD.  IT IS 3.7 FEET WEST OF THE EAST END OF HEADWALL AND 0.3 FOOT
 ET0167'SOUTH OF 6X6 INCH WOODEN FENCE POST.
 ET0167
 ET0167                          STATION RECOVERY (2000)
 ET0167
 ET0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 ET0167'STATION DISK WAS A GRAVITY DISK, NOT A BENCHMARK DISK.  CATTLE GUARD
 ET0167'AND STATION WERE REMOVED DECADES AGO.
 ET0167
 ET0167                          STATION RECOVERY (2006)
 ET0167
 ET0167'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0167'CATTLE GUARD IS NOW LOCATED 100' WEST OF HIGHWAY 89. NO CONCRETE
 ET0167'HEADWALL EXISTS ON CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0328 ***********************************************************************
 CF0328  DESIGNATION -  CHIRICAHUA
 CF0328  PID         -  CF0328
 CF0328  STATE/COUNTY-  AZ/COCHISE
 CF0328  USGS QUAD   -  CHIRICAHUA PEAK (1986)
 CF0328
 CF0328                         *CURRENT SURVEY CONTROL
 CF0328  ___________________________________________________________________
 CF0328* NAD 83(1992)-  31 52 23.58914(N)    109 17 02.38817(W)     ADJUSTED  
 CF0328* NAVD 88     -      2956.5    (meters)    9700.     (feet)  VERTCON   
 CF0328  ___________________________________________________________________
 CF0328  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CF0328  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CF0328  HORZ ORDER  -  FIRST
 CF0328
 CF0328.The horizontal coordinates were established by classical geodetic methods
 CF0328.and adjusted by the National Geodetic Survey in August 1993.
 CF0328
 CF0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0328
 CF0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0328
 CF0328.The geoid height was determined by GEOID03.
 CF0328
 CF0328;                    North         East     Units Scale Factor Converg.
 CF0328;SPC AZ E     -    97,149.950   296,873.941   MT  0.99998599   +0 27 58.0
 CF0328;SPC AZ E     -   318,733.43    973,995.87   iFT  0.99998599   +0 27 58.0
 CF0328;UTM  12      - 3,527,666.898   662,319.133   MT  0.99992495   +0 54 22.7
 CF0328
 CF0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0328!SPC AZ E     -   0.99954004  x   0.99998599  =   0.99952604
 CF0328!UTM  12      -   0.99954004  x   0.99992495  =   0.99946503
 CF0328
 CF0328|---------------------------------------------------------------------|
 CF0328| PID    Reference Object                     Distance      Geod. Az  |
 CF0328|                                                           dddmmss.s |
 CF0328| CC7140 CHIRICAHUA WM TREE NE                13.610 METERS 02210     |
 CF0328| CF0329 FLY PEAK LOOKOUT HOUSE               50.219 METERS 11134     |
 CF0328| CC7139 CHIRICAHUA WM TREE SE                12.180 METERS 12421     |
 CF0328| CC7138 CHIRICAHUA RM 2                       9.550 METERS 14903     |
 CF0328| CC7136 CHIRICAHUA RM SE                      9.496 METERS 14909     |
 CF0328| CF0332 RIGGS                               APPROX.18.6 KM 3102114.6 |
 CF0328| CC7137 CHIRICAHUA RM 1                       9.360 METERS 35844     |
 CF0328|---------------------------------------------------------------------|
 CF0328
 CF0328                          SUPERSEDED SURVEY CONTROL
 CF0328
 CF0328  NAD 83(1986)-  31 52 23.58528(N)    109 17 02.38240(W) AD(       ) 1
 CF0328  NAD 27      -  31 52 23.24100(N)    109 17 00.15800(W) AD(       ) 1
 CF0328  NGVD 29 (07/19/86) 2955.4    (m)         9696.     (f) VERT ANG    3  
 CF0328
 CF0328.Superseded values are not recommended for survey control.
 CF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0328.See file dsdata.txt to determine how the superseded data were derived.
 CF0328
 CF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6231927667(NAD 83)
 CF0328_MARKER: DS = TRIANGULATION STATION DISK
 CF0328_SETTING: 0 = UNSPECIFIED SETTING
 CF0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CF0328+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CF0328
 CF0328  HISTORY     - Date     Condition        Report By
 CF0328  HISTORY     - 1910     MONUMENTED       CGS
 CF0328  HISTORY     - 1934     GOOD             CGS
 CF0328  HISTORY     - 1935     GOOD             CGS
 CF0328  HISTORY     - 20081009 GOOD             GEOCAC
 CF0328
 CF0328                          STATION DESCRIPTION
 CF0328
 CF0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CF0328'ON THE MOST NORTHERN ONE OF SEVERAL HIGH PEAKS ON THE CREST
 CF0328'OF THE CHIRICAHUA MOUNTAINS, ABOUT 17 MILES WEST OF RODEO,
 CF0328'NEW MEXICO, A TOWN ON THE EL PASO AND SOUTHWESTERN RAILROAD,
 CF0328'AND ABOUT 8 MILES WEST-SOUTHWEST OF POSTAL AND 6 MILES
 CF0328'SOUTH-SOUTHWEST OF PARADISE, BOTH OF WHICH ARE MINING TOWNS.
 CF0328'THE STATION IS ABOUT 10 METERS NORTHWEST OF THE HIGHEST POINT
 CF0328'OF THE WEST END OF THE PEAK AND SEVERAL FEET LOWER.  THE
 CF0328'PEAK ON WHICH THE STATION IS LOCATED IS NOT THE HIGHEST
 CF0328'PEAK OF THE RIDGE.  THE STATION IS MARKED BY STANDARD DISK.
 CF0328'THE REFERENCE MARK, A ONE-HALF INCH DRILL HOLE 2 INCHES DEEP
 CF0328'IN THE TOP OF A ROCK ON THE HIGHEST POINT OF THE WEST END
 CF0328'OF THE PEAK, IS 9.496 METERS FROM THE STATION S 30 DEG 51 MIN E.
 CF0328'TWO BLAZED TREES, THE FIRST ONE HAVING 3
 CF0328'NAILS IN THE BLAZE AND THE SECOND ONE 4 NAILS, ARE AT THE
 CF0328'FOLLOWING DISTANCES FROM THE STATION--12.18
 CF0328'METERS, AND 13.61 METERS.
 CF0328
 CF0328                          STATION RECOVERY (1934)
 CF0328
 CF0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CF0328'STATION IS ABOUT 40 MILES AIRLINE SOUTH-SOUTHWEST OF LORDSBURG,
 CF0328'NEW MEXICO.  AND IS LOCATED IN THE CORONADO NATIONAL FOREST
 CF0328'ON THE CHIRICAHUA MOUNTAIN RANGE.  PEAK IS LOCALLY KNOWN AS
 CF0328'FLY PEAK.  THERE IS A FOREST LOOKOUT TOWER ON THE SAME PEAK.
 CF0328'
 CF0328'TO REACH FROM LORDSBURG GO SOUTH ON U.S. HIGHWAY 80 FOR 43.9
 CF0328'MILES, TURN RIGHT AT SIGN READING SCENIC WONDERS, CHIRICAHUA
 CF0328'13 MILES AND GO 5.9 MILES, TURN LEFT AND GO 1.1 MILES TO CAVE
 CF0328'CREEK POST OFFICE, TURN RIGHT AND GO 0.5 MILE, TURN LEFT AND
 CF0328'GO 2.6 MILES, TURN RIGHT AND GO 9.2 MILES TO ONION SADDLE,
 CF0328'TURN SHARP LEFT AND GO 3.0 MILES, TURN RIGHT AND GO 0.1 MILE TO
 CF0328'BOY SCOUT CAMP AND END OF TRUCK TRAVEL.  TRAIL LEADS OFF TO
 CF0328'WEST OF TRUCK AND HEADS IN A GENERAL SOUTHWEST DIRECTION.  IT
 CF0328'IS ABOUT 4.0 MILES TO STATION BUT TRAIL IS VERY GOOD.  ABOUT
 CF0328'1 HOUR AND 50 MINUTES PACK.
 CF0328
 CF0328                          STATION RECOVERY (1935)
 CF0328
 CF0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CF0328'STATION IS ABOUT 40 MILES AIRLINE SOUTHWEST OF LORDSBURG, NEW
 CF0328'MEXICO, IN THE CORONADO NATIONAL FOREST.  THE PEAK WHERE THE
 CF0328'STATION IS LOCATED IS LOCALLY KNOWN AS FLY PEAK.  THERE IS
 CF0328'ALSO ON THIS PEAK A LOOKOUT TOWER FOR FIRE GUARDS, TOWER IS
 CF0328'STEEL ABOUT 60 FEET HIGH, AND THE STATION IS EXACTLY 158 FEET
 CF0328'SOUTH-SOUTHWEST OF THE CENTER OF THE TOWER.  ORIGINAL
 CF0328'DESCRIPTIONS WERE FOUND TO BE CORRECT.
 CF0328'
 CF0328'TO REACH FROM LORDSBURG, NEW MEXICO, FOLLOW U.S. HIGHWAY 80
 CF0328'SOUTH FOR 44 MILES TO A SIGN READING, SCENIC WONDERS, CHIRICAHUA
 CF0328'13 MILES, TURN RIGHT AT SIGN AND FOLLOW GRADED ROAD 5.7 MILES,
 CF0328'TURN LEFT AND GO 1.1 MILES TO THE CAVE CREEK POST OFFICE,
 CF0328'TURN RIGHT AND GO 1/2 MILE, TURN LEFT AND GO 1.9 MILES TO
 CF0328'THE RANGER STATION (ON THE RIGHT), CONTINUE STRAIGHT AHEAD
 CF0328'FOR 0.8 MILE AND TURN RIGHT FOLLOWING THIS MOUNTAIN ROAD AND
 CF0328'GRADES FOR 9.5 MILES TO A SADDLE LOCALLY KNOWN AS ONION
 CF0328'SADDLE.  HERE MAKE A VERY SHARP LEFT TURN AND FOLLOW ROAD
 CF0328'FOR 3.3 MILES, TURN RIGHT OFF THE MAIN ROAD FOR 0.1 MILE TO
 CF0328'THE BOY SCOUT CAMP AND THE END OF TRUCK TRAVEL.  FROM END OF
 CF0328'TRUCK TRAVEL THE STATION IS ABOUT 4 MILES, BUT A VERY GOOD
 CF0328'FOREST SERVICE TRAIL LEADS TO THE PEAK WITH THE STATION ON
 CF0328'IT.  TRAIL STARTS OFF IN A WESTERLY DIRECTION AND ITS GENERAL
 CF0328'DIRECTION IS SOUTHWEST.  AFTER A START IS MADE ON THE TRAIL IT
 CF0328'IS POSTED ALL OF THE WAY FLY PEAK.  ADDITIONAL INFORMATION
 CF0328'DESIRED MAY BE OBTAINED AT THE RANGER STATION MENTIONED ABOVE
 CF0328'WHERE THERE IS ALWAYS A RANGER ON DUTY.
 CF0328'
 CF0328'NOTE--STATION MARK IS STAMPED CHIRICAQUA, BUT ORDINARILY IS
 CF0328'SPELLED CHIRICAHUA.
 CF0328
 CF0328                          STATION RECOVERY (2008)
 CF0328
 CF0328'RECOVERY NOTE BY GEOCACHING 2008 (ML)
 CF0328'BLAZED TREES NOT FOUND AND LIKELY BURNED IN WILD FIRES. DRILL HOLE IN
 CF0328'ROCK NOT FOUND, FREEZE/THAW DETERIORATION SUSPECTED. RM'S 1 AND 2
 CF0328'FOUND - 1934 BRASS CAPS CEMENTED IN STONES.
 CF0328'NOTE - TYPO IN 1935 RECOVERY - STATION IS NNW OF THE FORMER LOCATION
 CF0328'OF THE LOT.
 CF0328'FOUR CONCRETE PIERS AND A POSSIBLE TOILET PIT ARE THE ONLY REMAINING
 CF0328'EVIDENCE OF THE NEARBY FLY PEAK LOOKOUT HOUSE, PID CF0329.
 CF0328' 
 CF0328' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0500 ***********************************************************************
 DU0500  DESIGNATION -  CHISELED SQUARE
 DU0500  PID         -  DU0500
 DU0500  STATE/COUNTY-  AZ/PINAL
 DU0500  USGS QUAD   -  GRAYBACK (1964)
 DU0500
 DU0500                         *CURRENT SURVEY CONTROL
 DU0500  ___________________________________________________________________
 DU0500* NAD 83(1986)-  33 06 06.     (N)    111 01 13.     (W)     SCALED    
 DU0500* NAVD 88     -       536.39   (+/-2cm)    1759.8    (feet)  VERTCON   
 DU0500  ___________________________________________________________________
 DU0500  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DU0500  VERT ORDER  -  ? (See Below)
 DU0500
 DU0500.The horizontal coordinates were scaled from a topographic map and have
 DU0500.an estimated accuracy of +/- 6 seconds.
 DU0500
 DU0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0500.The vertical order pertains to the NGVD 29 superseded value.
 DU0500
 DU0500.The geoid height was determined by GEOID03.
 DU0500
 DU0500;                    North         East    Units  Estimated Accuracy
 DU0500;SPC AZ C     -   233,380.      297,030.      MT  (+/- 180 meters Scaled)
 DU0500
 DU0500                          SUPERSEDED SURVEY CONTROL
 DU0500
 DU0500  NGVD 29 (??/??/92)  535.764  (m)         1757.75   (f) ADJ UNCH    ?  
 DU0500
 DU0500.Superseded values are not recommended for survey control.
 DU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0500.See file dsdata.txt to determine how the superseded data were derived.
 DU0500
 DU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB981625(NAD 83)
 DU0500_MARKER: Q = CHISELED SQUARE
 DU0500_SETTING: 80 = SET IN A BOULDER
 DU0500_SP_SET: BOULDER
 DU0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0500+STABILITY: SURFACE MOTION
 DU0500
 DU0500  HISTORY     - Date     Condition        Report By
 DU0500  HISTORY     - UNK      MONUMENTED       USGS
 DU0500  HISTORY     - 1942     MARK NOT FOUND   NGS
 DU0500
 DU0500                          STATION DESCRIPTION
 DU0500
 DU0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DU0500'IN WOOLEY.
 DU0500'AT WOOLEY, PINAL COUNTY, 400 FEET WEST OF THE SOUTHERN PACIFIC CO.
 DU0500'RAILROAD STATION SIGN, IN THE SOUTHWEST CORNER OF A DIRT-ROAD
 DU0500'CROSSING, AND ON A LARGE GRANITE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0617 ***********************************************************************
 FP0617  DESIGNATION -  CHIZZI
 FP0617  PID         -  FP0617
 FP0617  STATE/COUNTY-  AZ/APACHE
 FP0617  USGS QUAD   -  BEESHSIKAD SPRING (1972)
 FP0617
 FP0617                         *CURRENT SURVEY CONTROL
 FP0617  ___________________________________________________________________
 FP0617* NAD 83(1992)-  35 53 54.88502(N)    109 57 43.22192(W)     ADJUSTED  
 FP0617* NAVD 88     -      2235.2    (meters)    7333.     (feet)  VERTCON   
 FP0617  ___________________________________________________________________
 FP0617  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 FP0617  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FP0617  HORZ ORDER  -  FIRST
 FP0617
 FP0617.The horizontal coordinates were established by classical geodetic methods
 FP0617.and adjusted by the National Geodetic Survey in August 1993.
 FP0617
 FP0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0617
 FP0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0617
 FP0617.The geoid height was determined by GEOID03.
 FP0617
 FP0617;                    North         East     Units Scale Factor Converg.
 FP0617;SPC AZ E     -   543,279.904   231,834.716   MT  0.99990420   +0 07 12.0
 FP0617;SPC AZ E     - 1,782,414.38    760,612.59   iFT  0.99990420   +0 07 12.0
 FP0617;UTM  12      - 3,973,197.054   593,673.178   MT  0.99970812   +0 36 31.2
 FP0617
 FP0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0617!SPC AZ E     -   0.99965256  x   0.99990420  =   0.99955679
 FP0617!UTM  12      -   0.99965256  x   0.99970812  =   0.99936078
 FP0617
 FP0617:                Primary Azimuth Mark                     Grid Az
 FP0617:SPC AZ E     -  CHIZZI AZ MK                             150 22 00.1
 FP0617:UTM  12      -  CHIZZI AZ MK                             149 52 40.9
 FP0617
 FP0617|---------------------------------------------------------------------|
 FP0617| PID    Reference Object                     Distance      Geod. Az  |
 FP0617|                                                           dddmmss.s |
 FP0617| CD3240 CHIZZI AZ MK                                       1502912.1 |
 FP0617| CD3241 CHIZZI RM 1                          14.180 METERS 18326     |
 FP0617| CD3242 CHIZZI RM 2                          14.705 METERS 30718     |
 FP0617|---------------------------------------------------------------------|
 FP0617
 FP0617                          SUPERSEDED SURVEY CONTROL
 FP0617
 FP0617  NAD 83(1986)-  35 53 54.88744(N)    109 57 43.22139(W) AD(       ) 1
 FP0617  NAD 27      -  35 53 54.86400(N)    109 57 40.80300(W) AD(       ) 1
 FP0617  NGVD 29 (07/19/86) 2234.2    (m)         7330.     (f) VERT ANG    3  
 FP0617
 FP0617.Superseded values are not recommended for survey control.
 FP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0617.See file dsdata.txt to determine how the superseded data were derived.
 FP0617
 FP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE9367373197(NAD 83)
 FP0617_MARKER: DS = TRIANGULATION STATION DISK
 FP0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0617
 FP0617  HISTORY     - Date     Condition        Report By
 FP0617  HISTORY     - 1951     MONUMENTED       CGS
 FP0617  HISTORY     - 1954     GOOD             BAKER
 FP0617  HISTORY     - 1955     GOOD             CGS
 FP0617  HISTORY     - 1972     GOOD             USGS
 FP0617
 FP0617                          STATION DESCRIPTION
 FP0617
 FP0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0617'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW TIMBERED
 FP0617'RIDGE.  IT IS ABOUT 16 MILES AIRLINE, EAST-NORTHEAST OF KEAMS
 FP0617'CANYON, ABOUT 12 MILES AIRLINE, NORTHWEST OF STEAMBOAT CANYON
 FP0617'TRADING POST AND ABOUT 25 MILES AIRLINE, NORTHWEST OF GANADO.
 FP0617'
 FP0617'THE STATION IS A STANDARD DISK STAMPED CHIZZI 1951 SET IN
 FP0617'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FP0617'4 INCHES.  IT IS 10 FEET SOUTHEAST OF A WHITE WITNESS POST.
 FP0617'
 FP0617'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHIZZI
 FP0617'NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FP0617'WHICH PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN
 FP0617'THE STATION.
 FP0617'
 FP0617'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHIZZI
 FP0617'NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FP0617'WHICH PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN
 FP0617'THE STATION.
 FP0617'
 FP0617'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHIZZI 1951 SET
 FP0617'IN THE TOP OF A INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FP0617'ABOUT 4 INCHES.  IT IS 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FP0617'TRACK ROAD.
 FP0617'
 FP0617'TO REACH THE STATION FROM STEAMBOAT CANYON TRADING POST, GO
 FP0617'WEST ON THE MAIN ROAD FOR 8.3 MILES TO A SIDE ROAD ON THE RIGHT.
 FP0617'TAKE THE SIDE ROAD AND GO NORTH UP A SMALL VALLEY FOR 2.4
 FP0617'MILES.  TAKE THE LEFT FORK AND CONTINUE NORTH ON THE MAIN
 FP0617'TRAVELED ROAD FOR 0.4 MILE.  TAKE THE RIGHT FORK AND GO
 FP0617'0.9 MILE.  TAKE THE RIGHT FORK AND GO 2.5 MILES TO A DAM
 FP0617'ON THE RIGHT SIDE OF THE ROAD.  CONTINUE EASTERLY FOR 1.4
 FP0617'MILES.  TAKE THE RIGHT FORK, PASSING TO THE RIGHT OF THREE
 FP0617'HOGANS AND GO 1.0 MILE TO THREE HOGANS ON THE RIGHT,
 FP0617'NORTHEAST SIDE OF THE ROAD.  CONTINUE NORTH ON THE MAIN TRACK
 FP0617'ROAD FOR 1.3 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT
 FP0617'AHEAD FOR 0.2 MILE.  TAKE THE RIGHT FORK AND GO 0.3 MILE.
 FP0617'TAKE THE LEFT FORK AND GO 1.9 MILES TO A CROSS ROAD.
 FP0617'CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A CROSS ROAD.
 FP0617'TURN SHARP LEFT AND GO SOUTHWEST ON THE MAIN TRACK ROAD
 FP0617'FOR 4.0 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF
 FP0617'THE ROAD AND A TRACK ROAD ON THE RIGHT SIDE OF THE ROAD.
 FP0617'TAKE THE TRACK ROAD AND GO NORTHWEST FOR 0.4 MILE TO THE HIGHEST
 FP0617'POINT OF THE RIDGE AND THE STATION.  TAKE A FOUR-WHEEL DRIVE
 FP0617'TRUCK TO GET THE LAST 0.4 MILE TO THE STATION.
 FP0617'
 FP0617'HEIGHT OF LIGHT ABOVE STATION MARK 6.06 METERS.
 FP0617
 FP0617                          STATION RECOVERY (1954)
 FP0617
 FP0617'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (WGR)
 FP0617'FOUND AS DESCRIBED.  ALL REFERENCE MARKS RECOVERED.  AZIMUTH
 FP0617'MARK RECOVERED.  CONDITION - GOOD.
 FP0617
 FP0617                          STATION RECOVERY (1955)
 FP0617
 FP0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FP0617'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 FP0617'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DECRIPTION
 FP0617'BY W.R.H. IN 1951 IS ADEQUATE.
 FP0617
 FP0617                          STATION RECOVERY (1972)
 FP0617
 FP0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0617'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION
 FP0617'LIST 35 109 4 STATION 1002.  ALL MARKS IN GOOD CONDITION.
 FP0617'NEW TO REACH FOLLOWS--
 FP0617'
 FP0617'TO REACH FROM THE TRADING POST AT STEAMBOAT, PROCEED W. ON
 FP0617'STATE HIGHWAY 264 FOR 7.90 MI TO RD. RIGHT.  TURN RIGHT FOR
 FP0617'0.20 MI TO A RD. FK.  TAKE RIGHT FORK FOR 0.60 MI TO A RD. FK.
 FP0617'TURN RIGHT AND TRAVEL 0.40 MI TO ANOTHER FORK.  TAKE
 FP0617'RIGHT FORK FOR 1.60 MI TO A RD. FK.  TAKE LEFT FORK FOR 0.60
 FP0617'MI TO RD. FK.  TAKE LEFT FORK FOR 1.70 MI TO RD. FK.  TAKE
 FP0617'RIGHT FORK FOR 0.30 MI TO X-RDS.  PROCEED STRAIGHT AHEAD 0.55
 FP0617'MI TO A X-RD.  TRAVEL STRAIGHT AHEAD TO A X-RD. BY A DAM.
 FP0617'TRAVEL STRAIGHT AHEAD 0.30 MI TO RD. FK.  TAKE RIGHT FORK FOR
 FP0617'1.20 MI TO RD. FK.  TAKE LEFT FORK FOR 0.25 MI TO RD. FK.  TAKE
 FP0617'LEFT FORK FOR 0.15 MI TO A RD. INTERSECTION.  TURN RIGHT
 FP0617'AT THE INTERSECTINFOR 0.85 MI TO RD. FK.  TAKE RIGHT FORK
 FP0617'FOR 1.00 MI TO RD. FK.  TAKE RIGHT FORK FOR 2.25 MI TO A RD.
 FP0617'FK.  TAKE RIGHT FORK FOR 0.80 MI TO RD. INTERSECTION.  TURN
 FP0617'RIGHT AT THE INTERSECTION FOR 0.85 MI TO THE AZIMUTH MARK
 FP0617'AND A DIM TRACK RD. TO THE RIGHT.  TURN RIGHT ON DIM RD. 0.4
 FP0617'MI THROUGH THE TREES TO THE TOP AND STATION.  A 4 WHEEL
 FP0617'DRIVE RECOMMENDED FOR THE LAST 0.4 MI.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1066 ***********************************************************************
 FS1066  DESIGNATION -  CHLOR
 FS1066  PID         -  FS1066
 FS1066  STATE/COUNTY-  AZ/MOHAVE
 FS1066  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1066
 FS1066                         *CURRENT SURVEY CONTROL
 FS1066  ___________________________________________________________________
 FS1066* NAD 83(1992)-  35 23 47.52519(N)    114 15 32.23289(W)     ADJUSTED  
 FS1066* NAVD 88     -      1080.82   (+/-2cm)    3546.0    (feet)  VERTCON   
 FS1066  ___________________________________________________________________
 FS1066  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 FS1066  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS1066  HORZ ORDER  -  THIRD
 FS1066  VERT ORDER  -  THIRD ? (See Below)
 FS1066
 FS1066.The horizontal coordinates were established by classical geodetic methods
 FS1066.and adjusted by the National Geodetic Survey in August 1993.
 FS1066
 FS1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1066.The vertical order pertains to the NGVD 29 superseded value.
 FS1066
 FS1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1066
 FS1066.The geoid height was determined by GEOID03.
 FS1066
 FS1066;                    North         East     Units Scale Factor Converg.
 FS1066;SPC AZ W     -   487,698.252   167,126.693   MT  0.99995967   -0 17 41.3
 FS1066;SPC AZ W     - 1,600,059.88    548,315.92   iFT  0.99995967   -0 17 41.3
 FS1066;UTM  11      - 3,920,469.446   748,943.872   MT  1.00036379   +1 35 18.7
 FS1066
 FS1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1066!SPC AZ W     -   0.99983484  x   0.99995967  =   0.99979452
 FS1066!UTM  11      -   0.99983484  x   1.00036379  =   1.00019857
 FS1066
 FS1066:                Primary Azimuth Mark                     Grid Az
 FS1066:SPC AZ W     -  POLE ON HILL                             042 20 27.3
 FS1066:UTM  11      -  POLE ON HILL                             040 27 27.3
 FS1066
 FS1066|---------------------------------------------------------------------|
 FS1066| PID    Reference Object                     Distance      Geod. Az  |
 FS1066|                                                           dddmmss.s |
 FS1066| FS1039 POLE ON HILL                        APPROX. 7.3 KM 0420246.0 |
 FS1066| CC4494 CHLOR RM 1                            9.481 METERS 13511     |
 FS1066| CC4493 CHLOR AZ MK                                        1602904.8 |
 FS1066| FS1069 BLACK CAIRN                         APPROX.11.5 KM 2481944.6 |
 FS1066| CC4495 CHLOR RM 2                           11.576 METERS 34204     |
 FS1066|---------------------------------------------------------------------|
 FS1066
 FS1066                          SUPERSEDED SURVEY CONTROL
 FS1066
 FS1066  NAD 83(1986)-  35 23 47.52169(N)    114 15 32.23090(W) AD(       ) 3
 FS1066  NAD 27      -  35 23 47.54900(N)    114 15 29.38600(W) AD(       ) 3
 FS1066  NGVD 29 (11/23/90) 1080.00   (m)         3543.3    (f) LEVELING    3  
 FS1066
 FS1066.Superseded values are not recommended for survey control.
 FS1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1066.See file dsdata.txt to determine how the superseded data were derived.
 FS1066
 FS1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4894420469(NAD 83)
 FS1066_MARKER: DS = TRIANGULATION STATION DISK
 FS1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FS1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1066+STABILITY: SURFACE MOTION
 FS1066
 FS1066  HISTORY     - Date     Condition        Report By
 FS1066  HISTORY     - 1948     MONUMENTED       CGS
 FS1066  HISTORY     - 1955     GOOD             CGS
 FS1066  HISTORY     - 1968     GOOD             AZHD
 FS1066  HISTORY     - 1981     GOOD             AZDT
 FS1066
 FS1066                          STATION DESCRIPTION
 FS1066
 FS1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1066'THE STATION IS ON THE EAST SIDE OF U.S. HIGHWAY 93-466 AND
 FS1066'ABOUT 50 YARDS SOUTH OF STATE HIGHWAY 62.
 FS1066'
 FS1066'TO REACH THE STATION FROM CHLORIDE GO WESTERLY ON STATE HIGHWAY
 FS1066'62 FOR 3.7 MILES TO JUNCTION WITH U.S. HIGHWAY 93-466 AND
 FS1066'STATION ABOUT 50 YARDS SOUTH NEAR FENCE LINE.  FROM THE DEPOT
 FS1066'IN KINGMAN GO NORTHERLY ON U.S. HIGHWAY 93-466 FOR 19.1 MILES
 FS1066'TO THE STATION ON THE RIGHT.
 FS1066'
 FS1066'THE STATION IS A STANDARD BRONZE DISK SET IN A 12 X 12 INCH
 FS1066'CONCRETE POST PROJECTING ABOUT 4 INCHES, AND IS ABOUT 8 FEET
 FS1066'WEST OF A FENCE LINE AND ABOUT 100 FEET EAST OF U.S. HIGHWAY
 FS1066'93-466 AND ABOUT 50 YARDS SOUTH OF STATE HIGHWAY 62.  IT IS
 FS1066'STAMPED CHLOR 1947.
 FS1066'
 FS1066'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 FS1066'3 FEET BELOW THE GROUND SURFACE.  IT IS STAMPED CHLOR 1947.
 FS1066'
 FS1066'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1066'IN A 12 X 12 INCH POST PROJECTING ABOUT 4 INCHES, AND IS ABOUT
 FS1066'THE SAME ELEVATION AS THE STATION, 1-1/2 FEET WEST OF THE
 FS1066'FENCE LINE.  IT IS STAMPED CHLOR NO 1 1947.
 FS1066'
 FS1066'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1066'IN A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES, 1
 FS1066'FEET WEST OF A FENCE LINE AND IS ABOUT THE SAME ELEVATION AS
 FS1066'THE STATION.  IT IS STAMPED CHLOR NO 2 1947.
 FS1066'
 FS1066'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 12 X 12
 FS1066'INCH CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT EAST
 FS1066'OF A FENCE LINE ON THE WEST SIDE OF THE HIGHWAY, AND IS 0.2
 FS1066'MILE EAST SOUTHEAST OF THE STATION.  IT IS STAMPED CHLOR 1947.
 FS1066
 FS1066                          STATION RECOVERY (1955)
 FS1066
 FS1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1066'RECOVERED - THE STATION, THE REFERENCE MARKS AND THE AZIMUTH
 FS1066'MARK WERE RECOVERED IN GOOD CONDITION--THE DESCRIPTION IS
 FS1066'ADEQUATE AND CORRECT.
 FS1066
 FS1066                          STATION RECOVERY (1968)
 FS1066
 FS1066'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1066'GENERAL LOCATION THE STATION, THE REFERENCE MARKS AND THE
 FS1066'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 FS1066'IS ADEQUATE AND CORRECT.
 FS1066
 FS1066                          STATION RECOVERY (1981)
 FS1066
 FS1066'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1066'THE STATION MARK, REFERENCE MARKS AND AZ1MUTH MARK WERE RECOVERED AS
 FS1066'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 FS1066'FOLLOWS.
 FS1066'
 FS1066'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1066'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT AND
 FS1066'TRAVEL WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40
 FS1066'TRAFFIC INTERCHANGE, TRAVEL NORTH ALONG US 93 FOR 8.35 MILES TO
 FS1066'GRASSHOPPER JUNCTION.  THE STATION IS ON THE RIGHT 200 FEET SOUTH OF
 FS1066'A ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1348 ***********************************************************************
 FS1348  DESIGNATION -  CHLORIDE
 FS1348  PID         -  FS1348
 FS1348  STATE/COUNTY-  AZ/MOHAVE
 FS1348  USGS QUAD   -  CHLORIDE (1968)
 FS1348
 FS1348                         *CURRENT SURVEY CONTROL
 FS1348  ___________________________________________________________________
 FS1348* NAD 83(1992)-  35 25 37.54898(N)    114 14 35.60057(W)     ADJUSTED  
 FS1348* NAVD 88     -      1404.8    (meters)    4609.     (feet)  VERTCON   
 FS1348  ___________________________________________________________________
 FS1348  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 FS1348  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS1348  HORZ ORDER  -  SECOND
 FS1348
 FS1348.The horizontal coordinates were established by classical geodetic methods
 FS1348.and adjusted by the National Geodetic Survey in August 1993.
 FS1348
 FS1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1348
 FS1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1348
 FS1348.The geoid height was determined by GEOID03.
 FS1348
 FS1348;                    North         East     Units Scale Factor Converg.
 FS1348;SPC AZ W     -   491,081.643   168,572.639   MT  0.99995804   -0 17 09.3
 FS1348;SPC AZ W     - 1,611,160.25    553,059.84   iFT  0.99995804   -0 17 09.3
 FS1348;UTM  11      - 3,923,899.949   750,278.347   MT  1.00037200   +1 35 55.8
 FS1348
 FS1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1348!SPC AZ W     -   0.99978399  x   0.99995804  =   0.99974204
 FS1348!UTM  11      -   0.99978399  x   1.00037200  =   1.00015591
 FS1348
 FS1348|---------------------------------------------------------------------|
 FS1348| PID    Reference Object                     Distance      Geod. Az  |
 FS1348|                                                           dddmmss.s |
 FS1348| CS4793 CHLORIDE RM 2                         5.229 METERS 08333     |
 FS1348| CS4792 CHLORIDE RM 1                         3.668 METERS 15800     |
 FS1348| FS1354 EL PICO                             APPROX. 6.8 KM 1754559.2 |
 FS1348|---------------------------------------------------------------------|
 FS1348
 FS1348                          SUPERSEDED SURVEY CONTROL
 FS1348
 FS1348  NAD 83(1986)-  35 25 37.54570(N)    114 14 35.59752(W) AD(       ) 2
 FS1348  NGVD 29 (11/23/90) 1403.9    (m)         4606.     (f) VERT ANG    3  
 FS1348
 FS1348.Superseded values are not recommended for survey control.
 FS1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1348.See file dsdata.txt to determine how the superseded data were derived.
 FS1348
 FS1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5027823900(NAD 83)
 FS1348_MARKER: DS = TRIANGULATION STATION DISK
 FS1348_SETTING: 66 = SET IN ROCK OUTCROP
 FS1348_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1348+STABILITY: POSITION/ELEVATION WELL
 FS1348
 FS1348  HISTORY     - Date     Condition        Report By
 FS1348  HISTORY     - 1938     MONUMENTED       USGS
 FS1348  HISTORY     - 1981     GOOD             AZDT
 FS1348
 FS1348                          STATION DESCRIPTION
 FS1348
 FS1348'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1348'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 FS1348'DESCRIBED BY THE USGS IN 1965.
 FS1348'
 FS1348'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF CHLORIDE, 1.75 MILES
 FS1348'NORTHEAST OF U.S. HIGHWAY 93, ON THE TOP OF A PROMINENT HILL WHICH HAS
 FS1348'A LOWER PEAK ON THE SAME RIDGE.
 FS1348'
 FS1348'THE STATION MARK IS A USGS DISK STAMPED.  CHLORIDE 1938 VA 4612.  IT
 FS1348'IS SET IN A DRILL HOLE IN ROCK.
 FS1348'
 FS1348'REFERENCE MARK 1 IS A USGS DISK STAMPED, CHLORIDE NO 1 1938.
 FS1348'
 FS1348'REFERENCE MARK 2 IS A USGS DISK STAMPED, CHLORIDE NO 2 1938.
 FS1348'
 FS1348'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1348'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S.HIGHWAY 66.  TURN RIGHT AND
 FS1348'TRAVEL WEST ALONG U.S. 66 FOR 2.3 MILES TO THE U.S. HIGHWAY 93 AND
 FS1348'I 40 TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 18.35 MILES TO
 FS1348'GRASSHOPPER JUNCTION, CONTINUE NORTH ALONG US 93 FOR 1.65 MILES TO A
 FS1348'BLADED ROAD ON THE RIGHT.  TURN RIGHT ALONG BLADED ROAD FOR 1.5 MILES
 FS1348'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT ALONG TRACK ROAD FOR 0.2
 FS1348'MILE, THEN TURN SOUTH ACROSS COUNTRY FOR 0.05 MILE TO A LARGE WASH AND
 FS1348'END OF TRUCK TRAVEL.  PACK SOUTHEAST TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0906 ***********************************************************************
 DW0906  DESIGNATION -  CHOCO
 DW0906  PID         -  DW0906
 DW0906  STATE/COUNTY-  AZ/YUMA
 DW0906  USGS QUAD   -  STONE CABIN (1990)
 DW0906
 DW0906                         *CURRENT SURVEY CONTROL
 DW0906  ___________________________________________________________________
 DW0906* NAD 83(1992)-  33 18 42.25118(N)    114 12 58.98135(W)     ADJUSTED  
 DW0906* NAVD 88     -       449.7    (meters)    1475.     (feet)  VERTCON   
 DW0906  ___________________________________________________________________
 DW0906  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DW0906  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DW0906  HORZ ORDER  -  SECOND
 DW0906
 DW0906.The horizontal coordinates were established by classical geodetic methods
 DW0906.and adjusted by the National Geodetic Survey in August 1993.
 DW0906
 DW0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0906
 DW0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0906
 DW0906.The geoid height was determined by GEOID03.
 DW0906
 DW0906;                    North         East     Units Scale Factor Converg.
 DW0906;SPC AZ W     -   256,427.529   169,931.565   MT  0.99995658   -0 15 22.1
 DW0906;SPC AZ W     -   841,297.67    557,518.26   iFT  0.99995658   -0 15 22.1
 DW0906;UTM  11      - 3,689,305.945   759,156.304   MT  1.00042813   +1 31 46.6
 DW0906
 DW0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0906!SPC AZ W     -   0.99993451  x   0.99995658  =   0.99989110
 DW0906!UTM  11      -   0.99993451  x   1.00042813  =   1.00036261
 DW0906
 DW0906:                Primary Azimuth Mark                     Grid Az
 DW0906:SPC AZ W     -  CHOCO AZ MK 2                            002 27 36.0
 DW0906:UTM  11      -  CHOCO AZ MK 2                            000 40 27.3
 DW0906
 DW0906|---------------------------------------------------------------------|
 DW0906| PID    Reference Object                     Distance      Geod. Az  |
 DW0906|                                                           dddmmss.s |
 DW0906| CE9125 CHOCO AZ MK 2                                      0021213.9 |
 DW0906| CE9126 CHOCO RM 1                           11.676 METERS 18123     |
 DW0906| DW0907 CHOCO RM 2                           10.340 METERS 27007     |
 DW0906| CE9124 CHOCO AZ MK                                        3553920.3 |
 DW0906|---------------------------------------------------------------------|
 DW0906
 DW0906                          SUPERSEDED SURVEY CONTROL
 DW0906
 DW0906  NAD 83(1986)-  33 18 42.24978(N)    114 12 58.98648(W) AD(       ) 2
 DW0906  NAD 27      -  33 18 42.12900(N)    114 12 56.19500(W) AD(       ) 2
 DW0906  NGVD 29 (07/19/86)  448.9    (m)         1473.     (f) VERT ANG    3  
 DW0906
 DW0906.Superseded values are not recommended for survey control.
 DW0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0906.See file dsdata.txt to determine how the superseded data were derived.
 DW0906
 DW0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5915689306(NAD 83)
 DW0906_MARKER: DS = TRIANGULATION STATION DISK
 DW0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0906
 DW0906  HISTORY     - Date     Condition        Report By
 DW0906  HISTORY     - 1949     MONUMENTED       CGS
 DW0906  HISTORY     - 1981     GOOD             NGS
 DW0906
 DW0906                          STATION DESCRIPTION
 DW0906
 DW0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0906'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE SOUTH OF QUARTZSITE
 DW0906'ALONG STATE HIGHWAY 95, ABOUT HALFWAY BETWEEN DUAL POWER LINE
 DW0906'POLES 561 AND 562, 24 PACES EAST OF THE CENTER LINE OF HIGHWAY,
 DW0906'8 FEET SOUTH-SOUTHWEST OF A 4X4 WITNESS POST, PROJECTS 4 INCHES
 DW0906'AND IS STAMPED, CHOCO 1949.
 DW0906'
 DW0906'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DW0906'AS THE STATION, 24 PACES EAST OF THE CENTER LINE OF HIGHWAY,
 DW0906'PROJECTS 4 INCHES AND IS STAMPED, CHOCO NO 1 1949.
 DW0906'
 DW0906'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 DW0906'AS THE STATION, 12 PACES EAST OF THE CENTER LINE OF HIGHWAY,
 DW0906'PROJECTS 4 INCHES AND IS STAMPED, CHOCO NO 2 1949.
 DW0906'
 DW0906'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ALONG
 DW0906'STATE HIGHWAY 95, OPPOSITE POWER LINE POLE 558, 27 PACES
 DW0906'WEST OF THE CENTER LINE OF HIGHWAY, 6 FEET NORTH OF A 4 X 4
 DW0906'WITNESS POST, PROJECTS 6 INCHES AND IS STAMPED, CHOCO 1949.
 DW0906'
 DW0906'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 DW0906'HIGHWAY 95 IN QUARTZSITE, GO SOUTH ON STATE HIGHWAY 95 FOR 24.2
 DW0906'MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF ROAD.
 DW0906'CONTINUE SOUTH FOR 0.45 MILE TO STATION ON THE LEFT, EAST,
 DW0906'SIDE OF ROAD.  A DRIVE STATION.
 DW0906
 DW0906                          STATION RECOVERY (1981)
 DW0906
 DW0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0906'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DW0906'GOOD CONDITION.  AZIMUTH MARK 2 IS EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW9022 ***********************************************************************
 DW9022  DESIGNATION -  CHOCOLATE
 DW9022  PID         -  DW9022
 DW9022  STATE/COUNTY-  AZ/LA PAZ
 DW9022  USGS QUAD   -  CIBOLA SE (1976)
 DW9022
 DW9022                         *CURRENT SURVEY CONTROL
 DW9022  ___________________________________________________________________
 DW9022* NAD 83(1992)-  33 16 45.81396(N)    114 33 47.57334(W)     ADJUSTED  
 DW9022* NAVD 88     -       774.5    (meters)    2541.     (feet)  VERTCON   
 DW9022  ___________________________________________________________________
 DW9022  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 DW9022  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DW9022  HORZ ORDER  -  THIRD
 DW9022
 DW9022.The horizontal coordinates were established by classical geodetic methods
 DW9022.and adjusted by the National Geodetic Survey in August 1993.
 DW9022
 DW9022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9022
 DW9022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9022
 DW9022.The geoid height was determined by GEOID03.
 DW9022
 DW9022;                    North         East     Units Scale Factor Converg.
 DW9022;SPC AZ W     -   253,038.468   137,606.923   MT  1.00000406   -0 26 46.5
 DW9022;SPC AZ W     -   830,178.70    451,466.28   iFT  1.00000406   -0 26 46.5
 DW9022;UTM  11      - 3,684,910.195   726,941.588   MT  1.00023503   +1 20 15.7
 DW9022
 DW9022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9022!SPC AZ W     -   0.99988358  x   1.00000406  =   0.99988764
 DW9022!UTM  11      -   0.99988358  x   1.00023503  =   1.00011859
 DW9022
 DW9022                          SUPERSEDED SURVEY CONTROL
 DW9022
 DW9022  NAD 83(1986)-  33 16 45.81733(N)    114 33 47.58051(W) AD(       ) 3
 DW9022  NGVD 29 (04/26/91)  773.8    (m)         2539.     (f) VERT ANG    3  
 DW9022
 DW9022.Superseded values are not recommended for survey control.
 DW9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9022.See file dsdata.txt to determine how the superseded data were derived.
 DW9022
 DW9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2694284910(NAD 83)
 DW9022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW9022_SETTING: 80 = SET IN A BOULDER
 DW9022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9022+STABILITY: SURFACE MOTION
 DW9022
 DW9022  HISTORY     - Date     Condition        Report By
 DW9022  HISTORY     - UNK      MONUMENTED
 DW9022  HISTORY     - 1964     GOOD             USGS
 DW9022
 DW9022                          STATION DESCRIPTION
 DW9022
 DW9022'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DW9022'RECOVERED IN GOOD CONDITION.
 DW9022'
 DW9022'LOCATED ABOUT 39 MI N. OF YUMA, ABOUT 23 MI S. OF BLYTHE,
 DW9022'CALIFORNIA.  ON HIGHEST PEAK OF CHOCOLATE MTNS.  ANOTHER PROMINENT
 DW9022'PEAK ABOUT 200 YARDS TO N. IS MARKED BY A HOLE PASSING THROUGH
 DW9022'THE PEAK AND IS KNOWN AS THE NEEDLES EYE.
 DW9022'
 DW9022'REACHED BY HELICOPTER.
 DW9022'
 DW9022'NOTE--CAIRN OVER STATION MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2113 ***********************************************************************
 DU2113  DESIGNATION -  CHOLLA
 DU2113  PID         -  DU2113
 DU2113  STATE/COUNTY-  AZ/PINAL
 DU2113  USGS QUAD   -  BLACKWATER (1981)
 DU2113
 DU2113                         *CURRENT SURVEY CONTROL
 DU2113  ___________________________________________________________________
 DU2113* NAD 83(1992)-  33 01 40.59589(N)    111 31 02.41767(W)     ADJUSTED  
 DU2113* NAVD 88     -       498.2    (meters)    1635.     (feet)  VERTCON   
 DU2113  ___________________________________________________________________
 DU2113  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DU2113  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2113  HORZ ORDER  -  SECOND
 DU2113
 DU2113.The horizontal coordinates were established by classical geodetic methods
 DU2113.and adjusted by the National Geodetic Survey in August 1993.
 DU2113
 DU2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2113
 DU2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2113
 DU2113.The geoid height was determined by GEOID03.
 DU2113
 DU2113;                    North         East     Units Scale Factor Converg.
 DU2113;SPC AZ C     -   224,921.130   250,663.150   MT  0.99991715   +0 13 03.6
 DU2113;SPC AZ C     -   737,930.22    822,385.66   iFT  0.99991715   +0 13 03.6
 DU2113;UTM  12      - 3,654,503.632   451,687.388   MT  0.99962878   -0 16 55.1
 DU2113
 DU2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2113!SPC AZ C     -   0.99992644  x   0.99991715  =   0.99984359
 DU2113!UTM  12      -   0.99992644  x   0.99962878  =   0.99955525
 DU2113
 DU2113|---------------------------------------------------------------------|
 DU2113| PID    Reference Object                     Distance      Geod. Az  |
 DU2113|                                                           dddmmss.s |
 DU2113| CH4979 CHOLLA RM 1                          10.977 METERS 10922     |
 DU2113| DU2070 ADAMS                               APPROX. 7.2 KM 1101219.3 |
 DU2113| CH4980 CHOLLA RM 2                           9.733 METERS 22355     |
 DU2113|---------------------------------------------------------------------|
 DU2113
 DU2113                          SUPERSEDED SURVEY CONTROL
 DU2113
 DU2113  NAD 83(1986)-  33 01 40.58831(N)    111 31 02.41859(W) AD(       ) 2
 DU2113  NAD 27      -  33 01 40.37102(N)    111 30 59.97110(W) AD(       ) 2
 DU2113  NGVD 29 (07/19/86)  497.7    (m)         1633.     (f) VERT ANG    3  
 DU2113
 DU2113.Superseded values are not recommended for survey control.
 DU2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2113.See file dsdata.txt to determine how the superseded data were derived.
 DU2113
 DU2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5168754504(NAD 83)
 DU2113_MARKER: DD = SURVEY DISK
 DU2113_SETTING: 66 = SET IN ROCK OUTCROP
 DU2113
 DU2113  HISTORY     - Date     Condition        Report By
 DU2113  HISTORY     - 1976     MONUMENTED       AZDT
 DU2113  HISTORY     - 20071115 POOR             GEOCAC
 DU2113
 DU2113                          STATION DESCRIPTION
 DU2113
 DU2113'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2113'THE STATION IS LOCATED ABOUT 3.4 MILES NORTH-NORTHWEST OF
 DU2113'COOLIDGE ON THE HIGHEST POINT OF A CHOLLA COVERED RIDGE.
 DU2113'
 DU2113'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CHOLLA
 DU2113'P AND M GS 1975 AND IS EPOXIED IN A DRILL HOLE IN A ROCK
 DU2113'OUTCROP.  THE STATION IS LOCATED ON THE HIGHEST POINT OF A CHOLLA
 DU2113'COVERED RIDGE.
 DU2113'
 DU2113'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2113'1975 AND IS EPOXIED TO A ROCK OUTCROP.
 DU2113'
 DU2113'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2 1975
 DU2113'AND IS EPOXIED TO A ROCK OUTCROP.
 DU2113'
 DU2113'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS. 87 AND 287
 DU2113'NORTH OF COOLIDGE, GO NORTH ON ROAD FOR 1.1 MILES TO THE GILA
 DU2113'RIVER, CONTINUE NORTH FOR 0.1 MILE TO A TRAIL RIGHT (EAST).  GO
 DU2113'RIGHT ON TRAIL FOR 0.3 MILES TO A RAILROAD BRIDGE.  GO LEFT FOR
 DU2113'0.05 MILES TO TRAIL FORKS, TAKE LEFT FORK ALONG A 3 POLE POWER
 DU2113'LINE FOR 0.2 MILES AND PASS UNDER POWER LINE, CONTINUE ON TRAIL
 DU2113'FOR 0.04 MILES TO A DIKE ROAD.  TURN RIGHT AND CONTINUE FOR 0.3
 DU2113'MILES.  TURN LEFT AND CROSS OVER AN OLD RAILROAD BED AND INTO
 DU2113'AN ABANDONED QUARRY.  CONTINUE FOR 0.1 MILES BEARING LEFT ON
 DU2113'QUARRY ROAD AND END OF TRUCK TRAVEL.  PACK UP RIDGE SOUTHEAST
 DU2113'TO A SMALL SADDLE AND THEN NORTH TO THE STATION.  ABOUT A
 DU2113'10 MINUTE PACK.
 DU2113'
 DU2113'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2113
 DU2113                          STATION RECOVERY (2007)
 DU2113
 DU2113'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2113'ONLY THE EPOXY IMPRESSION OF RM2 WAS FOUND AT THE SITE.
 DU2113'NEARBY, A DRIVEN ROD HAS BEEN PLACED, WITH A CAP STAMPED 'CHOLLA A'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2041 ***********************************************************************
 DV2041  DESIGNATION -  CHOLLA
 DV2041  PID         -  DV2041
 DV2041  STATE/COUNTY-  AZ/YAVAPAI
 DV2041  USGS QUAD   -  GOVERNORS PEAK (1978)
 DV2041
 DV2041                         *CURRENT SURVEY CONTROL
 DV2041  ___________________________________________________________________
 DV2041* NAD 83(1992)-  33 53 26.95021(N)    112 18 20.65753(W)     ADJUSTED  
 DV2041* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 DV2041  ___________________________________________________________________
 DV2041  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DV2041  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DV2041  HORZ ORDER  -  SECOND
 DV2041
 DV2041.The horizontal coordinates were established by classical geodetic methods
 DV2041.and adjusted by the National Geodetic Survey in August 1993.
 DV2041
 DV2041.The orthometric height was scaled from a topographic map.
 DV2041
 DV2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2041
 DV2041.The geoid height was determined by GEOID03.
 DV2041
 DV2041;                    North         East     Units Scale Factor Converg.
 DV2041;SPC AZ C     -   320,612.740   177,373.282   MT  0.99991596   -0 13 01.0
 DV2041;SPC AZ C     - 1,051,879.07    581,933.34   iFT  0.99991596   -0 13 01.0
 DV2041;UTM  12      - 3,750,817.610   379,259.871   MT  0.99977971   -0 43 41.5
 DV2041
 DV2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2041!SPC AZ C     -   0.99990026  x   0.99991596  =   0.99981623
 DV2041!UTM  12      -   0.99990026  x   0.99977971  =   0.99967999
 DV2041
 DV2041:                Primary Azimuth Mark                     Grid Az
 DV2041:SPC AZ C     -  BARRY                                    109 11 37.3
 DV2041:UTM  12      -  BARRY                                    109 42 17.8
 DV2041
 DV2041|---------------------------------------------------------------------|
 DV2041| PID    Reference Object                     Distance      Geod. Az  |
 DV2041|                                                           dddmmss.s |
 DV2041| DV2042 BARRY                               APPROX. 2.3 KM 1085836.3 |
 DV2041| DV2030 PYRAMID PEAK                        APPROX.19.7 KM 1440334.7 |
 DV2041|---------------------------------------------------------------------|
 DV2041
 DV2041                          SUPERSEDED SURVEY CONTROL
 DV2041
 DV2041  NAD 83(1986)-  33 53 26.94601(N)    112 18 20.66158(W) AD(       ) 2
 DV2041  NAD 27      -  33 53 26.82000(N)    112 18 18.06000(W) AD(       ) 2
 DV2041
 DV2041.Superseded values are not recommended for survey control.
 DV2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2041.See file dsdata.txt to determine how the superseded data were derived.
 DV2041
 DV2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7926050818(NAD 83)
 DV2041_MARKER: DS = TRIANGULATION STATION DISK
 DV2041_SETTING: 0 = UNSPECIFIED SETTING
 DV2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2041+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 DV2041
 DV2041  HISTORY     - Date     Condition        Report By
 DV2041  HISTORY     - 1924     MONUMENTED       CGS
 DV2041  HISTORY     - 20090123 GOOD             GEOCAC
 DV2041
 DV2041                          STATION DESCRIPTION
 DV2041
 DV2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2041'ABOUT 30 MILES NORTH AND 12 MILES WEST OF PHOENIX, 2-1/2
 DV2041'MILES NORTHWEST OF FROG TANKS DAM SITE, 1-1/2 MILES WEST OF
 DV2041'THE SULLIVAN RANCH ON THE AGUA FRIA RIVER, AND ON THE SUMMIT
 DV2041'OF THE FIRST CONICAL HILL WEST OF THE AGUA FRIA AND SOUTH OF
 DV2041'CASTLE CREEK.  HILL IS OF MALPAIS FORMATION AND COVERED WITH
 DV2041'A DENSE GROWTH OF CHOLLAS.  MARKED BY A STANDARD BRONZE DISK
 DV2041'SET IN MALPAIS ROCK.
 DV2041
 DV2041                          STATION RECOVERY (2009)
 DV2041
 DV2041'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DV2041'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DV2041' 
 DV2041'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF INTERSTATE
 DV2041'HIGHWAY 17 AND STATE ROUTE 74, GO WEST FOR 11.4 MILES ON HIGHWAY 74 TO
 DV2041'CASTLE HOT SPRINGS ROAD. TURN RIGHT AND GO NORTH FOR 5.6 MILES ON
 DV2041'CASTLE HOT SPRINGS ROAD TO A T INTERSECTION. TURN RIGHT AND GO
 DV2041'SOUTHEAST PAST THE LAKE PLEASANT REGIONAL PARK ENTRY STATION FOR 0.5
 DV2041'MILES TO COTTONWOOD ROAD.
 DV2041'TURN RIGHT AND GO SOUTH FOR 0.5 MILES ON COTTONWOOD ROAD TO A PARKING
 DV2041'AREA. PARK AND PACK ON THE TRAIL THAT STARTS AT THE SOUTH END OF THE
 DV2041'PARKING LOT APPROXIMATELY 0.6 MILES TO A FLAT BEFORE THE HILL TO THE
 DV2041'NORTHEAST. LEAVE THE RAIL AND PACK NORTHEAST APPROXIMATELY 0.2 MILES
 DV2041'UP THE RIDGE OF THE HILL. CONTINUE SOUTHEAST ALONG THE RIDGE OF THE
 DV2041'HILL TO THE SADDLE AND UP THE NEXT HILL APPROXIMATELY 0.4 MILES TO THE
 DV2041'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1270 ***********************************************************************
 DA1270  DESIGNATION -  CHOLLA
 DA1270  PID         -  DA1270
 DA1270  STATE/COUNTY-  AZ/PIMA
 DA1270  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA1270
 DA1270                         *CURRENT SURVEY CONTROL
 DA1270  ___________________________________________________________________
 DA1270* NAD 83(1992)-  32 28 36.71711(N)    113 19 10.45711(W)     ADJUSTED  
 DA1270* NAVD 88     -       646.6    (meters)    2121.     (feet)  VERTCON   
 DA1270  ___________________________________________________________________
 DA1270  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DA1270  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA1270  HORZ ORDER  -  THIRD
 DA1270
 DA1270.The horizontal coordinates were established by classical geodetic methods
 DA1270.and adjusted by the National Geodetic Survey in August 1993.
 DA1270
 DA1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1270
 DA1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1270
 DA1270.The geoid height was determined by GEOID03.
 DA1270
 DA1270;                    North         East     Units Scale Factor Converg.
 DA1270;SPC AZ C     -   164,608.835    81,493.381   MT  1.00011436   -0 45 12.3
 DA1270;SPC AZ C     -   540,055.23    267,366.74   iFT  1.00011436   -0 45 12.3
 DA1270;UTM  12      - 3,595,664.721   282,020.220   MT  1.00018596   -1 14 45.6
 DA1270
 DA1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1270!SPC AZ C     -   0.99990355  x   1.00011436  =   1.00001790
 DA1270!UTM  12      -   0.99990355  x   1.00018596  =   1.00008949
 DA1270
 DA1270:                Primary Azimuth Mark                     Grid Az
 DA1270:SPC AZ C     -  GRANITE                                  169 23 07.4
 DA1270:UTM  12      -  GRANITE                                  169 52 40.7
 DA1270
 DA1270|---------------------------------------------------------------------|
 DA1270| PID    Reference Object                     Distance      Geod. Az  |
 DA1270|                                                           dddmmss.s |
 DA1270| DA1414 GRANITE                             APPROX. 5.6 KM 1683755.1 |
 DA1270|---------------------------------------------------------------------|
 DA1270
 DA1270                          SUPERSEDED SURVEY CONTROL
 DA1270
 DA1270  NAD 83(1986)-  32 28 36.69909(N)    113 19 10.46041(W) AD(       ) 3
 DA1270  NGVD 29 (06/20/88)  646.0    (m)         2119.     (f) VERT ANG    3  
 DA1270
 DA1270.Superseded values are not recommended for survey control.
 DA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1270.See file dsdata.txt to determine how the superseded data were derived.
 DA1270
 DA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8202095665(NAD 83)
 DA1270_MARKER: DS = TRIANGULATION STATION DISK
 DA1270_SETTING: 80 = SET IN A BOULDER
 DA1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1270+STABILITY: SURFACE MOTION
 DA1270
 DA1270  HISTORY     - Date     Condition        Report By
 DA1270  HISTORY     - 1948     MONUMENTED       USGS
 DA1270  HISTORY     - 1962     GOOD             AMS
 DA1270
 DA1270                          STATION DESCRIPTION
 DA1270
 DA1270'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1270'LOCATED ABOUT 8.0 MI SSE. OF SOUTH END OF AGUILA MTNS., 3.5 MI
 DA1270'SW. OF TONY TANK.  AT NORTH END OF GRANITE MTNS., ON HIGHEST POINT
 DA1270'OF NORTH END OF MOUNTAIN RANGE.
 DA1270'
 DA1270'TO REACH FROM GILA BEND, DRIVE 33.6 MI SW. ALONG STATE HWY. 85 TO
 DA1270'RD. NW. ABOUT 500 FT S. OF BRIDGE.  FOLLOW MAIN RD. NW. 21.0 MI TO
 DA1270'RD. FORKS.  TAKE WEST FORK 6.6 MI TO Y-RD.  FOLLOW SOUTH FORK 2.0
 DA1270'MI TO FOOT OF NORTH SIDE OF SMALL BLACK HILL.  THEN CROSS-COUNTRY
 DA1270'W. TO BASE OF MOUNTAIN.  PACK UP DRAIN AND RIDGE TO HIGHEST POINT
 DA1270'AND STATION.  ABOUT A 1-1/2 HOUR PACK.  (4-WHEEL DRIVE REQUIRED
 DA1270'FROM POINT ON NORTH SIDE OF SMALL BLACK HILL TO BASE OF MOUNTAIN)
 DA1270'
 DA1270'STATION MARK--STANDARD TABLET STAMPED---CHOLLA 1948---, CEMENTED IN
 DA1270'TOP OF NATURALLY-EMBEDDED GRANITE ROCK.
 DA1270'
 DA1270'RM 1--STANDARD RM TABLET STAMPED---NO 1 1948---, CEMENTED IN
 DA1270'BEDROCK.
 DA1270'
 DA1270'RM 2--STANDARD RM TABLET STAMPED---NO 2 1948---, CEMENTED IN
 DA1270'BEDROCK.
 DA1270
 DA1270                          STATION RECOVERY (1962)
 DA1270
 DA1270'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1270'RECOVERED AS DESCRIBED BY USGS.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0666 ***********************************************************************
 DA0666  DESIGNATION -  CHOP
 DA0666  PID         -  DA0666
 DA0666  STATE/COUNTY-  AZ/MARICOPA
 DA0666  USGS QUAD   -  GILA BEND (1973)
 DA0666
 DA0666                         *CURRENT SURVEY CONTROL
 DA0666  ___________________________________________________________________
 DA0666* NAD 83(1992)-  32 55 04.39244(N)    112 38 08.39670(W)     ADJUSTED  
 DA0666* NAVD 88     -       285.44   (+/-2cm)     936.5    (feet)  VERTCON   
 DA0666  ___________________________________________________________________
 DA0666  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DA0666  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0666  HORZ ORDER  -  SECOND
 DA0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0666
 DA0666.The horizontal coordinates were established by classical geodetic methods
 DA0666.and adjusted by the National Geodetic Survey in August 1993.
 DA0666
 DA0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0666.The vertical order pertains to the NGVD 29 superseded value.
 DA0666
 DA0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0666
 DA0666.The geoid height was determined by GEOID03.
 DA0666
 DA0666;                    North         East     Units Scale Factor Converg.
 DA0666;SPC AZ C     -   212,875.102   146,111.049   MT  0.99995574   -0 23 26.7
 DA0666;SPC AZ C     -   698,409.13    479,366.96   iFT  0.99995574   -0 23 26.7
 DA0666;UTM  12      - 3,643,370.523   347,052.969   MT  0.99988844   -0 53 20.6
 DA0666
 DA0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0666!SPC AZ C     -   0.99996009  x   0.99995574  =   0.99991583
 DA0666!UTM  12      -   0.99996009  x   0.99988844  =   0.99984853
 DA0666
 DA0666|---------------------------------------------------------------------|
 DA0666| PID    Reference Object                     Distance      Geod. Az  |
 DA0666|                                                           dddmmss.s |
 DA0666| DA0665 CHOP RM 1                            17.474 METERS 09856     |
 DA0666| DA0668 P 354                                              2792233.7 |
 DA0666| DA0667 CHOP RM 2                            15.842 METERS 29136     |
 DA0666|---------------------------------------------------------------------|
 DA0666
 DA0666                          SUPERSEDED SURVEY CONTROL
 DA0666
 DA0666  NAD 83(1986)-  32 55 04.38436(N)    112 38 08.40085(W) AD(       ) 2
 DA0666  NAD 27      -  32 55 04.22760(N)    112 38 05.81480(W) AD(       ) 2
 DA0666  NGVD 29 (??/??/92)  284.819  (m)          934.44   (f) ADJ UNCH    2 0
 DA0666
 DA0666.Superseded values are not recommended for survey control.
 DA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0666.See file dsdata.txt to determine how the superseded data were derived.
 DA0666
 DA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4705343371(NAD 83)
 DA0666_MARKER: DE = TRAVERSE STATION DISK
 DA0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0666_STAMPING: CHOP 1960
 DA0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0666+STABILITY: SURFACE MOTION
 DA0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0666+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0666
 DA0666  HISTORY     - Date     Condition        Report By
 DA0666  HISTORY     - 1960     MONUMENTED       CGS
 DA0666  HISTORY     - 1960     GOOD             CGS
 DA0666  HISTORY     - 20071130 GOOD             GEOCAC
 DA0666
 DA0666                          STATION DESCRIPTION
 DA0666
 DA0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0666'THE STATION IS 4.45 MILES EASTERLY ALONG STATE HIGHWAY 84
 DA0666'(INTERSTATE 8) FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 DA0666'HIGHWAY 84, 1.0 MILE EAST OF GILA BEND, ABOUT 325 FEET NORTHEAST
 DA0666'OF HIGHWAY MILE POST 125, 88 FEET NORTH OF THE CENTERLINE
 DA0666'OF THE WEST BOUND TRAFFIC LANE, 8.5 FEET SOUTH OF THE NORTH
 DA0666'RIGHT-OF-WAY FENCE AND 4.7 FEET NORTH OF A METAL WITNESS POST
 DA0666'WITH SIGN.
 DA0666'
 DA0666'THE STATION, WITH UNDERGROUND MARK, STAMPED CHOP 1960, IS
 DA0666'A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DA0666'PROJECTING 4 INCHES.
 DA0666'
 DA0666'REFERENCE MARK NO. 1, STAMPED CHOP NO 1 1960, IS A STANDARD
 DA0666'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES,
 DA0666'93 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 DA0666'LANE, 2.6 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND
 DA0666'ABOUT THE SAME ELEVATION AS THE STATION.
 DA0666'
 DA0666'REFERENCE MARK NO. 2, STAMPED CHOP NO 2 1960, IS A STANDARD
 DA0666'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES,
 DA0666'94 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 DA0666'LANE, 1.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND
 DA0666'ABOUT THE SAME ELEVATION AS THE STATION.
 DA0666'
 DA0666'THE BENCH MARK (AZIMUTH MARK), STAMPED P 354 1960, IS A
 DA0666'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0666'6 INCHES, 0.4 MILE EAST OF HIGHWAY MILE POST 124, 95 FEET
 DA0666'SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 72
 DA0666'FEET SOUTHWEST OF A PIPE CULVERT, 4.5 FEET WEST OF A METAL
 DA0666'WITNESS POST WITH SIGN AND 1.2 FEET NORTH OF THE SOUTH
 DA0666'RIGHT-OF-WAY FENCE.  TO REACH FROM THE STATION GO WEST ON THE
 DA0666'HIGHWAY 0.6 MILE TO THE MARK ON THE LEFT.
 DA0666'
 DA0666'2-WHEEL DRIVE.
 DA0666
 DA0666                          STATION RECOVERY (1960)
 DA0666
 DA0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0666'4.45 MI E FROM GILA BEND.
 DA0666'4.45 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0666'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 325 FEET NORTHEAST OF HIGHWAY
 DA0666'MILE POST 125, 88 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 DA0666'TRAFFIC LANE 57.33 FEET WEST OF R.M. 1, 51.97 FEET EAST OF R.M. 2, 8.5
 DA0666'FEET SOUTH OF A FENCE, 4.7 FEET NORTH OF A METAL WITNESS POST WITH
 DA0666'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DA0666
 DA0666                          STATION RECOVERY (2007)
 DA0666
 DA0666'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0666'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DA0666'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0555 ***********************************************************************
 FQ0555  DESIGNATION -  CHOP
 FQ0555  PID         -  FQ0555
 FQ0555  STATE/COUNTY-  AZ/COCONINO
 FQ0555  USGS QUAD   -  WHITE HORSE HILLS (1974)
 FQ0555
 FQ0555                         *CURRENT SURVEY CONTROL
 FQ0555  ___________________________________________________________________
 FQ0555* NAD 83(1992)-  35 28 52.37352(N)    111 40 16.36029(W)     ADJUSTED  
 FQ0555* NAVD 88     -      2396.4    (meters)    7862.     (feet)  VERTCON   
 FQ0555  ___________________________________________________________________
 FQ0555  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FQ0555  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FQ0555  HORZ ORDER  -  THIRD
 FQ0555
 FQ0555.The horizontal coordinates were established by classical geodetic methods
 FQ0555.and adjusted by the National Geodetic Survey in August 1993.
 FQ0555
 FQ0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0555
 FQ0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0555
 FQ0555.The geoid height was determined by GEOID03.
 FQ0555
 FQ0555;                    North         East     Units Scale Factor Converg.
 FQ0555;SPC AZ C     -   496,984.948   235,633.005   MT  0.99990611   +0 08 32.9
 FQ0555;SPC AZ C     - 1,630,528.04    773,074.16   iFT  0.99990611   +0 08 32.9
 FQ0555;UTM  12      - 3,926,617.106   439,111.149   MT  0.99964569   -0 23 22.6
 FQ0555
 FQ0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0555!SPC AZ C     -   0.99962760  x   0.99990611  =   0.99953374
 FQ0555!UTM  12      -   0.99962760  x   0.99964569  =   0.99927342
 FQ0555
 FQ0555:                Primary Azimuth Mark                     Grid Az
 FQ0555:SPC AZ C     -  DEADMAN                                  137 18 12.7
 FQ0555:UTM  12      -  DEADMAN                                  137 50 08.2
 FQ0555
 FQ0555|---------------------------------------------------------------------|
 FQ0555| PID    Reference Object                     Distance      Geod. Az  |
 FQ0555|                                                           dddmmss.s |
 FQ0555| FQ0556 DEADMAN                             APPROX. 6.8 KM 1372645.6 |
 FQ0555|---------------------------------------------------------------------|
 FQ0555
 FQ0555                          SUPERSEDED SURVEY CONTROL
 FQ0555
 FQ0555  NAD 83(1986)-  35 28 52.37137(N)    111 40 16.36057(W) AD(       ) 3
 FQ0555  NGVD 29 (05/08/89) 2395.4    (m)         7859.     (f) VERT ANG    3  
 FQ0555
 FQ0555.Superseded values are not recommended for survey control.
 FQ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0555.See file dsdata.txt to determine how the superseded data were derived.
 FQ0555
 FQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3911126617(NAD 83)
 FQ0555_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FQ0555_SETTING: 80 = SET IN A BOULDER
 FQ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0555+STABILITY: SURFACE MOTION
 FQ0555
 FQ0555  HISTORY     - Date     Condition        Report By
 FQ0555  HISTORY     - 1965     MONUMENTED       USGS
 FQ0555  HISTORY     - 1965     GOOD             USGS
 FQ0555
 FQ0555                          STATION DESCRIPTION
 FQ0555
 FQ0555'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0555'RECOVERED IN GOOD CONDITION.
 FQ0555'
 FQ0555'LOCATED ABOUT 19.5 MI N. OF FLAGSTAFF, 9.5 MI N. OF HUMPHREYS
 FQ0555'PEAK.  ON TIMBERED, VOLCANIC CONE.
 FQ0555'
 FQ0555'TO REACH FROM HWY. JCT. U.S. 66 AND STATE 89 IN FLAGSTAFF, DRIVE
 FQ0555'16.5 MI N. ON HWY. 89 TO T-RD. W. AND SIGN (DEADMAN LO - 6
 FQ0555'KENDRICK PARK - 1.5).  TURN LEFT AND FOLLOW MAIN-TRAVELED RD.,
 FQ0555'FOREST SERVICE RD. 514, 1.2 MI W. TO Y-RD. JCT. 514 AND 417,
 FQ0555'CONTINUE LEFT ON 514 1.6 MI TO Y-RD. JCT. 514 AND 418.  CONTINUE
 FQ0555'ON FS RD. 514 1 MI TO Y-RD. JCT., FOLLOW MAIN-TRAVELED RD. 514
 FQ0555'1.9 MI TO Y-RD. JCT. 514 AND 548 AND SIGN (1/2 INDIAN FLAT).  TURN
 FQ0555'RIGHT ON FS RD. 548 AND FOLLOW MAIN-TRAVELED RD. 1.6 MI TO 3-WAY
 FQ0555'RD. JCT. AND SIGN (INDIAN TANK 1/2 BONITA TANK 2 - MUD HEN TANK
 FQ0555'3).  TAKE MIDDLE RD. 0.8 MI TO CLEARING, CROSS CLEARING IN
 FQ0555'NORTHERLY DIRECTION 0.1 MI TO END OF TRUCK TRAVEL.  A 30-MINUTE
 FQ0555'PACK IN NORTHERLY DIRECTION TO TOP OF CONE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0665 ***********************************************************************
 DA0665  DESIGNATION -  CHOP RM 1
 DA0665  PID         -  DA0665
 DA0665  STATE/COUNTY-  AZ/MARICOPA
 DA0665  USGS QUAD   -  GILA BEND (1973)
 DA0665
 DA0665                         *CURRENT SURVEY CONTROL
 DA0665  ___________________________________________________________________
 DA0665* NAD 83(1986)-  32 55 04.     (N)    112 38 08.     (W)     SCALED    
 DA0665* NAVD 88     -       285.58   (+/-2cm)     936.9    (feet)  VERTCON   
 DA0665  ___________________________________________________________________
 DA0665  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0665
 DA0665.The horizontal coordinates were scaled from a topographic map and have
 DA0665.an estimated accuracy of +/- 6 seconds.
 DA0665
 DA0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0665.The vertical order pertains to the NGVD 29 superseded value.
 DA0665
 DA0665.The geoid height was determined by GEOID03.
 DA0665
 DA0665;                    North         East    Units  Estimated Accuracy
 DA0665;SPC AZ C     -   212,860.      146,120.      MT  (+/- 180 meters Scaled)
 DA0665
 DA0665                          SUPERSEDED SURVEY CONTROL
 DA0665
 DA0665  NGVD 29 (??/??/92)  284.961  (m)          934.91   (f) ADJ UNCH    2 0
 DA0665
 DA0665.Superseded values are not recommended for survey control.
 DA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0665.See file dsdata.txt to determine how the superseded data were derived.
 DA0665
 DA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB470433(NAD 83)
 DA0665_MARKER: DR = REFERENCE MARK DISK
 DA0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0665_STAMPING: CHOP NO 1 1960
 DA0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0665+STABILITY: SURFACE MOTION
 DA0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0665+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0665
 DA0665  HISTORY     - Date     Condition        Report By
 DA0665  HISTORY     - 1960     MONUMENTED       CGS
 DA0665  HISTORY     - 20071130 GOOD             GEOCAC
 DA0665
 DA0665                          STATION DESCRIPTION
 DA0665
 DA0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0665'4.45 MI E FROM GILA BEND.
 DA0665'4.45 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0665'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 93 FEET NORTH OF THE CENTERLINE
 DA0665'OF THE WEST BOUND TRAFFIC LANE, 57.33 FEET EAST OF THE STATION MARK,
 DA0665'2.6 FEET SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 DA0665'PROJECTING 4 INCHES.
 DA0665
 DA0665                          STATION RECOVERY (2007)
 DA0665
 DA0665'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0665'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0665'32 55 04.3 (N)   112 38 07.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0667 ***********************************************************************
 DA0667  DESIGNATION -  CHOP RM 2
 DA0667  PID         -  DA0667
 DA0667  STATE/COUNTY-  AZ/MARICOPA
 DA0667  USGS QUAD   -  GILA BEND (1973)
 DA0667
 DA0667                         *CURRENT SURVEY CONTROL
 DA0667  ___________________________________________________________________
 DA0667* NAD 83(1986)-  32 55 04.     (N)    112 38 08.     (W)     SCALED    
 DA0667* NAVD 88     -       285.37   (+/-2cm)     936.3    (feet)  VERTCON   
 DA0667  ___________________________________________________________________
 DA0667  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0667
 DA0667.The horizontal coordinates were scaled from a topographic map and have
 DA0667.an estimated accuracy of +/- 6 seconds.
 DA0667
 DA0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0667.The vertical order pertains to the NGVD 29 superseded value.
 DA0667
 DA0667.The geoid height was determined by GEOID03.
 DA0667
 DA0667;                    North         East    Units  Estimated Accuracy
 DA0667;SPC AZ C     -   212,860.      146,120.      MT  (+/- 180 meters Scaled)
 DA0667
 DA0667                          SUPERSEDED SURVEY CONTROL
 DA0667
 DA0667  NGVD 29 (??/??/92)  284.756  (m)          934.24   (f) ADJ UNCH    2 0
 DA0667
 DA0667.Superseded values are not recommended for survey control.
 DA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0667.See file dsdata.txt to determine how the superseded data were derived.
 DA0667
 DA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB470433(NAD 83)
 DA0667_MARKER: DR = REFERENCE MARK DISK
 DA0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0667_STAMPING: CHOP NO 2 1960
 DA0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0667+STABILITY: SURFACE MOTION
 DA0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0667+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0667
 DA0667  HISTORY     - Date     Condition        Report By
 DA0667  HISTORY     - 1960     MONUMENTED       CGS
 DA0667  HISTORY     - 20071130 GOOD             GEOCAC
 DA0667
 DA0667                          STATION DESCRIPTION
 DA0667
 DA0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0667'4.45 MI E FROM GILA BEND.
 DA0667'4.45 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0667'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 94 FEET NORTH OF THE CENTERLINE
 DA0667'OF THE WEST BOUND TRAFFIC LANE, 51.97 FEET WEST OF THE STATION MARK,
 DA0667'1.7 FEET SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 DA0667'PROJECTING 8 INCHES.
 DA0667
 DA0667                          STATION RECOVERY (2007)
 DA0667
 DA0667'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0667'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0667'32 55 04.6 (N)   112 38 09.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1135 ***********************************************************************
 CG1135  DESIGNATION -  CHOULIC
 CG1135  PID         -  CG1135
 CG1135  STATE/COUNTY-  AZ/PIMA
 CG1135  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG1135
 CG1135                         *CURRENT SURVEY CONTROL
 CG1135  ___________________________________________________________________
 CG1135* NAD 83(1992)-  31 40 46.75632(N)    111 38 52.71049(W)     ADJUSTED  
 CG1135* NAVD 88     -      1555.     (meters)    5102.     (feet)  SCALED    
 CG1135  ___________________________________________________________________
 CG1135  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 CG1135  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG1135  HORZ ORDER  -  FIRST
 CG1135
 CG1135.The horizontal coordinates were established by classical geodetic methods
 CG1135.and adjusted by the National Geodetic Survey in August 1993.
 CG1135
 CG1135.The orthometric height was scaled from a topographic map.
 CG1135
 CG1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1135
 CG1135.The geoid height was determined by GEOID03.
 CG1135
 CG1135;                    North         East     Units Scale Factor Converg.
 CG1135;SPC AZ C     -    75,380.755   238,834.879   MT  0.99990800   +0 08 28.0
 CG1135;SPC AZ C     -   247,312.19    783,579.00   iFT  0.99990800   +0 08 28.0
 CG1135;UTM  12      - 3,505,111.103   438,582.853   MT  0.99964652   -0 20 25.1
 CG1135
 CG1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1135!SPC AZ C     -   0.99976067  x   0.99990800  =   0.99966869
 CG1135!UTM  12      -   0.99976067  x   0.99964652  =   0.99940728
 CG1135
 CG1135:                Primary Azimuth Mark                     Grid Az
 CG1135:SPC AZ C     -  BABOQUIVARI PEAK LOH CENTER              025 47 25.0
 CG1135:UTM  12      -  BABOQUIVARI PEAK LOH CENTER              026 16 18.1
 CG1135
 CG1135|---------------------------------------------------------------------|
 CG1135| PID    Reference Object                     Distance      Geod. Az  |
 CG1135|                                                           dddmmss.s |
 CG1135| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.11.3 KM 0255553.0 |
 CG1135| CH4982 CHOULIC RM 1                          9.490 METERS 03011     |
 CG1135| CH4981 CHOULIC AZ MK                                      0414550.3 |
 CG1135| CH4983 CHOULIC RM 2                         14.420 METERS 14918     |
 CG1135|---------------------------------------------------------------------|
 CG1135
 CG1135                          SUPERSEDED SURVEY CONTROL
 CG1135
 CG1135  NAD 83(1986)-  31 40 46.74753(N)    111 38 52.70925(W) AD(       ) 1
 CG1135  NAD 27      -  31 40 46.43800(N)    111 38 50.30300(W) AD(       ) 1
 CG1135
 CG1135.Superseded values are not recommended for survey control.
 CG1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1135.See file dsdata.txt to determine how the superseded data were derived.
 CG1135
 CG1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3858305111(NAD 83)
 CG1135_MARKER: DS = TRIANGULATION STATION DISK
 CG1135_SETTING: 66 = SET IN ROCK OUTCROP
 CG1135
 CG1135  HISTORY     - Date     Condition        Report By
 CG1135  HISTORY     - 1935     MONUMENTED       CGS
 CG1135
 CG1135                          STATION DESCRIPTION
 CG1135
 CG1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1135'ABOUT 5 MILES NORTH AND ABOUT 8 MILES EAST OF THE TOWN OF SOUTH
 CG1135'SAN MIGUEL ON THE SOUTHERN END OF A LONG HIGH RIDGE.  MARKED BY
 CG1135'A STANDARD BRONZE DISK. REFERENCE MARK
 CG1135'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 9.490
 CG1135'METERS (31,14 FEET) FROM STATION N 30 DEG 11 MIN E.
 CG1135'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1135'IS 14.420 METERS (47.31 FEET) FROM STATION S 30 DEG 42 MIN E.
 CG1135'THE AZIMUTH MARK, ON A POINT OF RIDGE A FEW FEET
 CG1135'HIGHER THAN THE STATION, IS ABOUT ONE-HALF MILE FROM STATION
 CG1135'N 41 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2012 ***********************************************************************
 DU2012  DESIGNATION -  CHROME
 DU2012  PID         -  DU2012
 DU2012  STATE/COUNTY-  AZ/GILA
 DU2012  USGS QUAD   -  CHROME BUTTE (1966)
 DU2012
 DU2012                         *CURRENT SURVEY CONTROL
 DU2012  ___________________________________________________________________
 DU2012* NAD 83(1992)-  33 30 15.55835(N)    110 41 38.23091(W)     ADJUSTED  
 DU2012* NAVD 88     -      1760.     (meters)    5774.     (feet)  SCALED    
 DU2012  ___________________________________________________________________
 DU2012  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DU2012  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DU2012  HORZ ORDER  -  FIRST
 DU2012
 DU2012.The horizontal coordinates were established by classical geodetic methods
 DU2012.and adjusted by the National Geodetic Survey in August 1993.
 DU2012
 DU2012.The orthometric height was scaled from a topographic map.
 DU2012
 DU2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2012
 DU2012.The geoid height was determined by GEOID03.
 DU2012
 DU2012;                    North         East     Units Scale Factor Converg.
 DU2012;SPC AZ E     -   277,804.185   164,370.272   MT  0.99992958   -0 17 27.8
 DU2012;SPC AZ E     -   911,431.05    539,272.55   iFT  0.99992958   -0 17 27.8
 DU2012;UTM  12      - 3,707,240.278   528,425.928   MT  0.99960996   +0 10 08.2
 DU2012
 DU2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2012!SPC AZ E     -   0.99972802  x   0.99992958  =   0.99965762
 DU2012!UTM  12      -   0.99972802  x   0.99960996  =   0.99933809
 DU2012
 DU2012|---------------------------------------------------------------------|
 DU2012| PID    Reference Object                     Distance      Geod. Az  |
 DU2012|                                                           dddmmss.s |
 DU2012| CD1790 CHROME RM 1                           6.381 METERS 06408     |
 DU2012| CD1789 CHROME AZ MK                                       0752340.0 |
 DU2012| DU2010 CHROME 79 M AP WMIR                   3.490 METERS 25627     |
 DU2012| DU2011 CHROME WM FENCE CORNER                2.867 METERS 26153     |
 DU2012|---------------------------------------------------------------------|
 DU2012
 DU2012                          SUPERSEDED SURVEY CONTROL
 DU2012
 DU2012  NAD 83(1986)-  33 30 15.55360(N)    110 41 38.23167(W) AD(       ) 1
 DU2012  NAD 27      -  33 30 15.36100(N)    110 41 35.84300(W) AD(       ) 1
 DU2012
 DU2012.Superseded values are not recommended for survey control.
 DU2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2012.See file dsdata.txt to determine how the superseded data were derived.
 DU2012
 DU2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2842607240(NAD 83)
 DU2012_MARKER: DS = TRIANGULATION STATION DISK
 DU2012_SETTING: 80 = SET IN A BOULDER
 DU2012_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2012
 DU2012  HISTORY     - Date     Condition        Report By
 DU2012  HISTORY     - 1938     MONUMENTED       CGS
 DU2012  HISTORY     - 1972     GOOD             AZHD
 DU2012
 DU2012                          STATION DESCRIPTION
 DU2012
 DU2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2012'STATION IS ON HIGHEST POINT OF CHROME BUTTE (NATIVES CALL IT
 DU2012'CHAMPAIN BUTTE) 10.9 MILES BY ROAD NE OF GLOBE, 3/4 MILE NE OF
 DU2012'HIGHWAY AT THIS POINT, 9.4 FEET NE X E OF BEND IN CARLOS INDIAN
 DU2012'RESERVATION FENCE LINE WHICH CROSSES TOP OF BUTTE.  THERE IS A
 DU2012'G.L.O. MARK ON HILL AND IS STAMPED CHROMO 1915, 55, 79 M.
 DU2012'APWMIR.  WB.
 DU2012'
 DU2012'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DU2012'IN BOULDERS.
 DU2012'
 DU2012'STATION IS REACHED FROM POST OFFICE IN GLOBE BY FOLLOWING U.S.
 DU2012'60 NE, 11.85 MILES TO A CATTLE GUARD.  CONTINUE ON 60, 50 FEET
 DU2012'AND TURN R ON AN OLD WORK ROAD THAT LEADS OVER TOP OF HIGHWAY CUT.
 DU2012'FOLLOW THIS ROAD AROUND SIDE OF HILL, 0.35 MILE TO A DIM FORK.
 DU2012'THENCE R FORK, 0.05 MILE TO AN OLD TRACK ROAD.  TURN R ON
 DU2012'TRACK ROAD AND GO 0.3 MILE TO A FENCE AND END OF TRUCK TRAVEL.
 DU2012'FROM THIS POINT GO L ALONG FENCE LINE TO HIGHEST POINT AND
 DU2012'STATION, WHICH IS ON SECOND HILL FROM END OF TRUCK TRAVEL.
 DU2012'
 DU2012'AZIMUTH MARK IS ABOUT 0.3 MILE NE X E OF STATION AND ON SAME
 DU2012'HILL.
 DU2012
 DU2012                          STATION RECOVERY (1972)
 DU2012
 DU2012'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2012'GENERAL LOCATION--TONTO NATIONAL FOREST AND WINKLEMAN TO
 DU2012'WINSLOW TO PHOENIX.  (CHAMPAIN BUTTE APPROX. 11 MILES N.E. OF
 DU2012'GLOBE).
 DU2012'
 DU2012'TO REACH--AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU2012'
 DU2012'STATION MARK--STD. USC AND GS B.C. STAMPED CHROME 1938.
 DU2012'
 DU2012'REFERENCE MARKS--NO. 1 AND NO. 2 STD. USC AND GS B.C. STAMPED
 DU2012'CHROME 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2010 ***********************************************************************
 DU2010  DESIGNATION -  CHROME 79 M AP WMIR
 DU2010  PID         -  DU2010
 DU2010  STATE/COUNTY-  AZ/GILA
 DU2010  USGS QUAD   -  CHROME BUTTE (1966)
 DU2010
 DU2010                         *CURRENT SURVEY CONTROL
 DU2010  ___________________________________________________________________
 DU2010* NAD 83(1992)-  33 30 15.53182(N)    110 41 38.36237(W)     ADJUSTED  
 DU2010* NAVD 88     -      1760.     (meters)    5774.     (feet)  SCALED    
 DU2010  ___________________________________________________________________
 DU2010  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DU2010  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DU2010  HORZ ORDER  -  SECOND
 DU2010
 DU2010.The horizontal coordinates were established by classical geodetic methods
 DU2010.and adjusted by the National Geodetic Survey in August 1993.
 DU2010
 DU2010.The orthometric height was scaled from a topographic map.
 DU2010
 DU2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2010
 DU2010.The geoid height was determined by GEOID03.
 DU2010
 DU2010;                    North         East     Units Scale Factor Converg.
 DU2010;SPC AZ E     -   277,803.385   164,366.875   MT  0.99992958   -0 17 27.9
 DU2010;SPC AZ E     -   911,428.43    539,261.40   iFT  0.99992958   -0 17 27.9
 DU2010;UTM  12      - 3,707,239.451   528,422.539   MT  0.99960996   +0 10 08.1
 DU2010
 DU2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2010!SPC AZ E     -   0.99972802  x   0.99992958  =   0.99965762
 DU2010!UTM  12      -   0.99972802  x   0.99960996  =   0.99933809
 DU2010
 DU2010                          SUPERSEDED SURVEY CONTROL
 DU2010
 DU2010  NAD 83(1986)-  33 30 15.52707(N)    110 41 38.36313(W) AD(       ) 2
 DU2010  NAD 27      -  33 30 15.33400(N)    110 41 35.97500(W) AD(       ) 2
 DU2010
 DU2010.Superseded values are not recommended for survey control.
 DU2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2010.See file dsdata.txt to determine how the superseded data were derived.
 DU2010
 DU2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2842307239(NAD 83)
 DU2010_MARKER: Z = SEE DESCRIPTION
 DU2010_SETTING: 0 = UNSPECIFIED SETTING
 DU2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2010
 DU2010  HISTORY     - Date     Condition        Report By
 DU2010  HISTORY     - 1938     MONUMENTED       USGLO
 DU2010
 DU2010                          STATION DESCRIPTION
 DU2010
 DU2010'DESCRIBED BY US GENERAL LAND OFFICE 1938
 DU2010'STATION IS ON HIGHEST POINT OF CHROME BUTTE (NATIVES CALL IT
 DU2010'CHAMPAIN BUTTE) 10.9 MILES BY ROAD NE OF GLOBE, 3/4 MILE NE OF
 DU2010'HIGHWAY AT THIS POINT, 9.4 FEET NE X E OF BEND IN CARLOS INDIAN
 DU2010'RESERVATION FENCE LINE WHICH CROSSES TOP OF BUTTE.  A
 DU2010'G.L.O. MARK ON HILL STAMPED CHROMO 1915, 55, 79 M.
 DU2010'APWMIR.  WB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1837 ***********************************************************************
 DU1837  DESIGNATION -  CHRYSOTILE
 DU1837  PID         -  DU1837
 DU1837  STATE/COUNTY-  AZ/GILA
 DU1837  USGS QUAD   -  CHRYSOTILE (1966)
 DU1837
 DU1837                         *CURRENT SURVEY CONTROL
 DU1837  ___________________________________________________________________
 DU1837* NAD 83(1992)-  33 44 47.28416(N)    110 33 29.81970(W)     ADJUSTED  
 DU1837* NAVD 88     -      1799.3    (meters)    5903.     (feet)  VERTCON   
 DU1837  ___________________________________________________________________
 DU1837  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 DU1837  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DU1837  HORZ ORDER  -  THIRD
 DU1837
 DU1837.The horizontal coordinates were established by classical geodetic methods
 DU1837.and adjusted by the National Geodetic Survey in August 1993.
 DU1837
 DU1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1837
 DU1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1837
 DU1837.The geoid height was determined by GEOID03.
 DU1837
 DU1837;                    North         East     Units Scale Factor Converg.
 DU1837;SPC AZ E     -   304,603.731   177,076.974   MT  0.99991622   -0 13 03.2
 DU1837;SPC AZ E     -   999,356.07    580,961.20   iFT  0.99991622   -0 13 03.2
 DU1837;UTM  12      - 3,734,133.022   540,912.529   MT  0.99962063   +0 14 43.4
 DU1837
 DU1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1837!SPC AZ E     -   0.99972165  x   0.99991622  =   0.99963789
 DU1837!UTM  12      -   0.99972165  x   0.99962063  =   0.99934238
 DU1837
 DU1837:                Primary Azimuth Mark                     Grid Az
 DU1837:SPC AZ E     -  SENECA                                   078 03 45.8
 DU1837:UTM  12      -  SENECA                                   077 35 59.2
 DU1837
 DU1837|---------------------------------------------------------------------|
 DU1837| PID    Reference Object                     Distance      Geod. Az  |
 DU1837|                                                           dddmmss.s |
 DU1837| DU1849 SENECA                              APPROX. 6.0 KM 0775042.6 |
 DU1837|---------------------------------------------------------------------|
 DU1837
 DU1837                          SUPERSEDED SURVEY CONTROL
 DU1837
 DU1837  NAD 83(1986)-  33 44 47.27777(N)    110 33 29.82113(W) AD(       ) 3
 DU1837  NGVD 29 (09/20/88) 1798.6    (m)         5901.     (f) VERT ANG    3  
 DU1837
 DU1837.Superseded values are not recommended for survey control.
 DU1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1837.See file dsdata.txt to determine how the superseded data were derived.
 DU1837
 DU1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4091334133(NAD 83)
 DU1837_MARKER: I = METAL ROD
 DU1837_SETTING: 66 = SET IN ROCK OUTCROP
 DU1837_SP_SET: SET IN ROCK OUTCROP
 DU1837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1837+STABILITY: POSITION/ELEVATION WELL
 DU1837
 DU1837  HISTORY     - Date     Condition        Report By
 DU1837  HISTORY     - 1946     MONUMENTED       USGS
 DU1837  HISTORY     - 1966     GOOD             USGS
 DU1837
 DU1837                          STATION DESCRIPTION
 DU1837
 DU1837'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1837'LOCATED ABOUT 3 MI W. OF SENECA (APACHE REST), ABOUT 1 MI N. OF
 DU1837'CHRYSOTILE MINE.  ON HIGHEST POINT OF EAST RIM OF ASH CANYON.
 DU1837'
 DU1837'STATION MARK--A 1-INCH SQUARE STEEL ROD CEMENTED IN SOLID ROCK
 DU1837'OUTCROP PROJECTING 2-1/2 INCHES.
 DU1837'
 DU1837'RMS--NONE SET.
 DU1837'
 DU1837'NOTE--THIS IS NOT USFS TRIANGULATION STATION CHRYSOTILE NO 2
 DU1837'1935 AS DESCRIBED IN USFS NOTES.
 DU1837
 DU1837                          STATION RECOVERY (1966)
 DU1837
 DU1837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU1837'RECOVERED AS DESCRIBED BY USGS.
 DU1837'
 DU1837'TO REACH FROM SENECA, DRIVE 3.4 MI S. ON U.S. HWY. 60 TO T-RD.
 DU1837'W.  TURN RIGHT CROSSING CATTLEGUARD 1.1 MI N. ON OLD HWY.  TURN
 DU1837'LEFT 2.7 MI ON DIRT RD. TO STOCK TANK AND END OF TRUCK TRAVEL.
 DU1837'WALK ABOUT 0.25 MI SW. TO HIGH POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0657 ***********************************************************************
 CG0657  DESIGNATION -  CHUAPA
 CG0657  PID         -  CG0657
 CG0657  STATE/COUNTY-  AZ/PIMA
 CG0657  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0657
 CG0657                         *CURRENT SURVEY CONTROL
 CG0657  ___________________________________________________________________
 CG0657* NAD 83(1992)-  31 53 08.79205(N)    111 38 23.92662(W)     ADJUSTED  
 CG0657* NAVD 88     -      1211.05   (+/-2cm)    3973.3    (feet)  VERTCON   
 CG0657  ___________________________________________________________________
 CG0657  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 CG0657  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CG0657  HORZ ORDER  -  THIRD
 CG0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0657
 CG0657.The horizontal coordinates were established by classical geodetic methods
 CG0657.and adjusted by the National Geodetic Survey in August 1993.
 CG0657
 CG0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0657.The vertical order pertains to the NGVD 29 superseded value.
 CG0657
 CG0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0657
 CG0657.The geoid height was determined by GEOID03.
 CG0657
 CG0657;                    North         East     Units Scale Factor Converg.
 CG0657;SPC AZ C     -    98,235.805   239,534.817   MT  0.99990845   +0 08 46.2
 CG0657;SPC AZ C     -   322,295.95    785,875.38   iFT  0.99990845   +0 08 46.2
 CG0657;UTM  12      - 3,527,953.449   439,475.124   MT  0.99964518   -0 20 17.0
 CG0657
 CG0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0657!SPC AZ C     -   0.99981461  x   0.99990845  =   0.99972307
 CG0657!UTM  12      -   0.99981461  x   0.99964518  =   0.99945985
 CG0657
 CG0657|---------------------------------------------------------------------|
 CG0657| PID    Reference Object                     Distance      Geod. Az  |
 CG0657|                                                           dddmmss.s |
 CG0657| CG0658 CHUAPA RM 1                           5.007 METERS 02642     |
 CG0657| CG0659 CHUAPA RM 2                           7.411 METERS 12612     |
 CG0657| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.13.4 KM 1614929.5 |
 CG0657| CG0660 CHUAPA AZ MK                                       1902426.4 |
 CG0657|---------------------------------------------------------------------|
 CG0657
 CG0657                          SUPERSEDED SURVEY CONTROL
 CG0657
 CG0657  NAD 83(1986)-  31 53 08.78526(N)    111 38 23.92475(W) AD(       ) 3
 CG0657  NAD 27      -  31 53 08.49800(N)    111 38 21.50600(W) AD(       ) 3
 CG0657  NGVD 29 (??/??/92) 1210.253  (m)         3970.64   (f) ADJ UNCH    2 0
 CG0657
 CG0657.Superseded values are not recommended for survey control.
 CG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0657.See file dsdata.txt to determine how the superseded data were derived.
 CG0657
 CG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3947527953(NAD 83)
 CG0657_MARKER: DS = TRIANGULATION STATION DISK
 CG0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0657_STAMPING: CHUAPA 1936
 CG0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0657+STABILITY: SURFACE MOTION
 CG0657
 CG0657  HISTORY     - Date     Condition        Report By
 CG0657  HISTORY     - 1936     MONUMENTED       CGS
 CG0657  HISTORY     - 1952     GOOD             CGS
 CG0657  HISTORY     - 1952     GOOD             NGS
 CG0657
 CG0657                          STATION DESCRIPTION
 CG0657
 CG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0657'ON THE WEST SIDE OF THE BABOQUIVARI MOUNTAIN RANGE IN A TEMPORARY
 CG0657'INDIAN SETTLEMENT ON THE TOP OF A BARE TOP RIDGE, AT THE BASE
 CG0657'OF THE MAIN RIDGE, AT A LARGE HORSESHOE CURVE IN THE GRADED
 CG0657'ROAD, 180 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 MILES
 CG0657'EAST OF SELLS, AND ABOUT 45 MILES SOUTHWEST OF TUCSON.  MARKED
 CG0657'BY STANDARD BRONZE DISKS.
 CG0657'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG0657'IS 5.007 METERS (16.43 FEET) FROM STATION N 26 DEG 42 MIN E.
 CG0657'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG0657'REFERENCE DISK, IS 7.411 METERS (24.31 FEET) FROM STATION
 CG0657'S 53 DEG 47 MIN E. THE AZIMUTH MARK, A STANDARD
 CG0657'BRONZE DISK, IS 15 FEET EAST OF THE CENTER LINE OF
 CG0657'THE ROAD AND 0.8 MILE FROM STATION S 10 DEG 23 MIN W.
 CG0657
 CG0657                          STATION RECOVERY (1952)
 CG0657
 CG0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0657'TO LOCATE STATION, FOLLOW A GRAVEL ROAD 8.9 MILES E FROM THE POST
 CG0657'OFFICE AND MISSION AT TOPAWA, THENCE 7.7 MILES N ALONG THE
 CG0657'BABOQUIVARI FOOT HILLS ROAD.  AT A T-JUNCTION OF A TRACK ROAD
 CG0657'LEADING NE AT THE CREST OF A RIDGE, 184-1/2 FEET NE OF THE CENTER
 CG0657'OF THE T-JUNCTION OF A TRACK ROAD, 79 FEET NW OF THE CENTER LINE
 CG0657'OF THE TRACK ROAD LEADING NE, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CG0657'TRACK ROAD.
 CG0657'
 CG0657'STATION MARK IS A STANDARD STATION DISK, STAMPED CHUAPA 1936,
 CG0657'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0657'GROUND AND A METAL TAG ON STAND STAMPED 3970.9.
 CG0657'
 CG0657'R.M. 1 IS A STANDARD REFERENCE-MARK DISK SET IN THE TOP OF A
 CG0657'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS STAMPED
 CG0657'CHUAPA NO 1 1936.  IT IS 83-1/2 FEET NW OF THE CENTER LINE OF
 CG0657'THE TRACK ROAD LEADING NE, 16.4 FEET NE OF THE STATION, AND ABOUT
 CG0657'1/2 FOOT HIGHER THAN THE TRACK ROAD.
 CG0657'
 CG0657'R.M. 2 IS A STANDARD REFERENCE-MARK DISK SET IN THE TOP OF A
 CG0657'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS STAMPED
 CG0657'CHUAPA NO 2 1936.  IT IS 54-1/2 FEET NW OF THE CENTER LINE OF
 CG0657'THE TRACK ROAD LEADING NE, 24.3 FEET SE OF THE STATION, 1.4 FEET
 CG0657'S OF A WITNESS POST, AND ABOUT LEVEL WITH THE TRACK ROAD.
 CG0657'
 CG0657'TO LOCATE THE AZIMUTH MARK, FOLLOW A GRAVEL ROAD 8.9 MILES E
 CG0657'FROM THE POST OFFICE AND MISSION AT TOPAWA, THENCE 6.9 MILES N
 CG0657'ALONG THE BABOQUIVARI FOOT HILLS ROAD.  IT IS 0.8 MILE S OF THE
 CG0657'STATION.  IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED CHUAPA 1936,
 CG0657'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0657'GROUND.  IT IS 36.3 FEET NW OF A FENCE LINE, 18-1/2 FEET SE OF
 CG0657'THE CENTER LINE OF THE ROAD, 1.9 FEET N OF A WITNESS POST, AND
 CG0657'ABOUT LEVEL WITH THE ROAD.
 CG0657
 CG0657                          STATION RECOVERY (1952)
 CG0657
 CG0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0657'16.6 MI NE FROM TOPAWA.
 CG0657'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0657'TOPAWA, THENCE 7.7 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0657'AT A T JUNCTION OF A TRACK ROAD LEADING NORTHEAST AT THE CREST OF A
 CG0657'RIDGE, 184 1/2 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A
 CG0657'TRACK ROAD, 79 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD
 CG0657'LEADING NORTHEAST, 24.3 FEET NORTHWEST OF R.M. NO. 2, 16.4 FEET
 CG0657'SOUTHWEST OF R.M. NO. 1, ABOUT 1/2 FOOT HIGHER THAN THE TRACK ROAD,
 CG0657'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0657'GROUND, A METAL TAG ON STAND STAMPED 3970.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0660 ***********************************************************************
 CG0660  DESIGNATION -  CHUAPA AZ MK
 CG0660  PID         -  CG0660
 CG0660  STATE/COUNTY-  AZ/PIMA
 CG0660  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0660
 CG0660                         *CURRENT SURVEY CONTROL
 CG0660  ___________________________________________________________________
 CG0660* NAD 83(1986)-  31 52 28.     (N)    111 38 32.     (W)     SCALED    
 CG0660* NAVD 88     -      1133.64   (+/-2cm)    3719.3    (feet)  VERTCON   
 CG0660  ___________________________________________________________________
 CG0660  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0660
 CG0660.The horizontal coordinates were scaled from a topographic map and have
 CG0660.an estimated accuracy of +/- 6 seconds.
 CG0660
 CG0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0660.The vertical order pertains to the NGVD 29 superseded value.
 CG0660
 CG0660.The geoid height was determined by GEOID03.
 CG0660
 CG0660;                    North         East    Units  Estimated Accuracy
 CG0660;SPC AZ C     -    96,980.      239,330.      MT  (+/- 180 meters Scaled)
 CG0660
 CG0660                          SUPERSEDED SURVEY CONTROL
 CG0660
 CG0660  NGVD 29 (??/??/92) 1132.860  (m)         3716.72   (f) ADJ UNCH    2 0
 CG0660
 CG0660.Superseded values are not recommended for survey control.
 CG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0660.See file dsdata.txt to determine how the superseded data were derived.
 CG0660
 CG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA392266(NAD 83)
 CG0660_MARKER: DZ = AZIMUTH MARK DISK
 CG0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0660_STAMPING: CHUAPA 1936
 CG0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0660+STABILITY: SURFACE MOTION
 CG0660
 CG0660  HISTORY     - Date     Condition        Report By
 CG0660  HISTORY     - 1936     MONUMENTED       CGS
 CG0660  HISTORY     - 1952     GOOD             NGS
 CG0660
 CG0660                          STATION DESCRIPTION
 CG0660
 CG0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0660'16 MI E FROM TOPAWA.
 CG0660'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0660'TOPAWA, THENCE 6.9 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0660'0.8 MILE SOUTH OF THE CHUAPA STATION, 36.3 FEET NORTHWEST OF A FENCE
 CG0660'LINE, 18 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 CG0660'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CG0660'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0658 ***********************************************************************
 CG0658  DESIGNATION -  CHUAPA RM 1
 CG0658  PID         -  CG0658
 CG0658  STATE/COUNTY-  AZ/PIMA
 CG0658  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0658
 CG0658                         *CURRENT SURVEY CONTROL
 CG0658  ___________________________________________________________________
 CG0658* NAD 83(1986)-  31 53 08.     (N)    111 38 23.     (W)     SCALED    
 CG0658* NAVD 88     -      1211.22   (+/-2cm)    3973.8    (feet)  VERTCON   
 CG0658  ___________________________________________________________________
 CG0658  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CG0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0658
 CG0658.The horizontal coordinates were scaled from a topographic map and have
 CG0658.an estimated accuracy of +/- 6 seconds.
 CG0658
 CG0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0658.The vertical order pertains to the NGVD 29 superseded value.
 CG0658
 CG0658.The geoid height was determined by GEOID03.
 CG0658
 CG0658;                    North         East    Units  Estimated Accuracy
 CG0658;SPC AZ C     -    98,210.      239,560.      MT  (+/- 180 meters Scaled)
 CG0658
 CG0658                          SUPERSEDED SURVEY CONTROL
 CG0658
 CG0658  NGVD 29 (??/??/92) 1210.431  (m)         3971.22   (f) ADJ UNCH    2 0
 CG0658
 CG0658.Superseded values are not recommended for survey control.
 CG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0658.See file dsdata.txt to determine how the superseded data were derived.
 CG0658
 CG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394279(NAD 83)
 CG0658_MARKER: DR = REFERENCE MARK DISK
 CG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0658_STAMPING: CHUAPA NO. 1 1936
 CG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0658+STABILITY: SURFACE MOTION
 CG0658
 CG0658  HISTORY     - Date     Condition        Report By
 CG0658  HISTORY     - 1936     MONUMENTED       CGS
 CG0658  HISTORY     - 1952     GOOD             NGS
 CG0658
 CG0658                          STATION DESCRIPTION
 CG0658
 CG0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0658'16.6 MI NE FROM TOPAWA.
 CG0658'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0658'TOPAWA, THENCE 7.7 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0658'AT A T JUNCTION OF A TRACK ROAD LEADING NORTHEAST, AT THE CREST OF A
 CG0658'RIDGE, 83 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD
 CG0658'LEADING NORTHEAST, 31.5 FEET NORTH OF R.M. NO. 2, 16.4 FEET NORTHEAST
 CG0658'OF THE CHUAPA STATION, ABOUT 1/2 FOOT HIGHER THAN THE TRACK ROAD, AND
 CG0658'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0658'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0659 ***********************************************************************
 CG0659  DESIGNATION -  CHUAPA RM 2
 CG0659  PID         -  CG0659
 CG0659  STATE/COUNTY-  AZ/PIMA
 CG0659  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0659
 CG0659                         *CURRENT SURVEY CONTROL
 CG0659  ___________________________________________________________________
 CG0659* NAD 83(1986)-  31 53 08.     (N)    111 38 23.     (W)     SCALED    
 CG0659* NAVD 88     -      1210.95   (+/-2cm)    3972.9    (feet)  VERTCON   
 CG0659  ___________________________________________________________________
 CG0659  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CG0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0659
 CG0659.The horizontal coordinates were scaled from a topographic map and have
 CG0659.an estimated accuracy of +/- 6 seconds.
 CG0659
 CG0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0659.The vertical order pertains to the NGVD 29 superseded value.
 CG0659
 CG0659.The geoid height was determined by GEOID03.
 CG0659
 CG0659;                    North         East    Units  Estimated Accuracy
 CG0659;SPC AZ C     -    98,210.      239,560.      MT  (+/- 180 meters Scaled)
 CG0659
 CG0659                          SUPERSEDED SURVEY CONTROL
 CG0659
 CG0659  NGVD 29 (??/??/92) 1210.163  (m)         3970.34   (f) ADJ UNCH    2 0
 CG0659
 CG0659.Superseded values are not recommended for survey control.
 CG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0659.See file dsdata.txt to determine how the superseded data were derived.
 CG0659
 CG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA394279(NAD 83)
 CG0659_MARKER: DR = REFERENCE MARK DISK
 CG0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0659_STAMPING: CHUAPA NO. 2 1936
 CG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0659+STABILITY: SURFACE MOTION
 CG0659
 CG0659  HISTORY     - Date     Condition        Report By
 CG0659  HISTORY     - 1936     MONUMENTED       CGS
 CG0659  HISTORY     - 1952     GOOD             NGS
 CG0659
 CG0659                          STATION DESCRIPTION
 CG0659
 CG0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0659'16.4 MI NE FROM TOPAWA.
 CG0659'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0659'TOPAWA, THENCE 7.7 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0659'AT A T JUNCTION OF A TRACK ROAD LEADING NORTHEAST AT THE CREST OF A
 CG0659'RIDGE, 54 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD
 CG0659'LEADING NORTHEAST, 31.5 FEET SOUTH OF R.M. NO. 1, 24.3 FEET SOUTHEAST
 CG0659'OF THE CHUAPA STATION, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 CG0659'WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0659'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1504 ***********************************************************************
 DA1504  DESIGNATION -  CHUAPO
 DA1504  PID         -  DA1504
 DA1504  STATE/COUNTY-  AZ/PIMA
 DA1504  USGS QUAD   -  HOTASON VO (1990)
 DA1504
 DA1504                         *CURRENT SURVEY CONTROL
 DA1504  ___________________________________________________________________
 DA1504* NAD 83(1992)-  32 12 28.05986(N)    112 35 50.45019(W)     ADJUSTED  
 DA1504* NAVD 88     -       659.2    (meters)    2163.     (feet)  VERTCON   
 DA1504  ___________________________________________________________________
 DA1504  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DA1504  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA1504  HORZ ORDER  -  SECOND
 DA1504
 DA1504.The horizontal coordinates were established by classical geodetic methods
 DA1504.and adjusted by the National Geodetic Survey in August 1993.
 DA1504
 DA1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1504
 DA1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1504
 DA1504.The geoid height was determined by GEOID03.
 DA1504
 DA1504;                    North         East     Units Scale Factor Converg.
 DA1504;SPC AZ C     -   134,109.919   149,191.593   MT  0.99995076   -0 21 46.1
 DA1504;SPC AZ C     -   439,993.17    489,473.73   iFT  0.99995076   -0 21 46.1
 DA1504;UTM  12      - 3,564,587.186   349,454.790   MT  0.99987949   -0 51 05.5
 DA1504
 DA1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1504!SPC AZ C     -   0.99990142  x   0.99995076  =   0.99985219
 DA1504!UTM  12      -   0.99990142  x   0.99987949  =   0.99978092
 DA1504
 DA1504:                Primary Azimuth Mark                     Grid Az
 DA1504:SPC AZ C     -  VOWAN                                    093 45 15.3
 DA1504:UTM  12      -  VOWAN                                    094 14 34.7
 DA1504
 DA1504|---------------------------------------------------------------------|
 DA1504| PID    Reference Object                     Distance      Geod. Az  |
 DA1504|                                                           dddmmss.s |
 DA1504| DA1503 VOWAN                               APPROX. 2.4 KM 0932329.2 |
 DA1504| CH4985 CHUAPO RM 2                          10.383 METERS 09354     |
 DA1504| CH4984 CHUAPO RM 1                          10.165 METERS 27440     |
 DA1504|---------------------------------------------------------------------|
 DA1504
 DA1504                          SUPERSEDED SURVEY CONTROL
 DA1504
 DA1504  NAD 83(1986)-  32 12 28.05032(N)    112 35 50.45282(W) AD(       ) 2
 DA1504  NAD 27      -  32 12 27.82015(N)    112 35 47.93404(W) AD(       ) 2
 DA1504  NGVD 29 (07/19/86)  658.5    (m)         2160.     (f) VERT ANG    3  
 DA1504
 DA1504.Superseded values are not recommended for survey control.
 DA1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1504.See file dsdata.txt to determine how the superseded data were derived.
 DA1504
 DA1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4945564587(NAD 83)
 DA1504_MARKER: DD = SURVEY DISK
 DA1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1504
 DA1504  HISTORY     - Date     Condition        Report By
 DA1504  HISTORY     - 1979     MONUMENTED       AZDT
 DA1504  HISTORY     - 19970306 GOOD             USPSQD
 DA1504  HISTORY     - 19990106 GOOD             USPSQD
 DA1504
 DA1504                          STATION DESCRIPTION
 DA1504
 DA1504'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1504'THE STATION IS LOCATED ABOUT 19 MILES EAST-SOUTHEAST OF AJO, 3 MILES
 DA1504'SOUTH OF CHARCO AND IS 93.5 FEET SOUTH OF THE CENTERLINE ON HWY. 86.
 DA1504'
 DA1504'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CHUAPO 1979 AND IS
 DA1504'SET IN A CONCRETE POST AND IS MARKED WITH A WITNESS POST AND SIGN
 DA1504'3.7 FEET TO THE SOUTH.
 DA1504'
 DA1504'RM 2 IS AN ADOT HWY. DIVISION DISK STAMPED CHUAPO RM 2 1979 SET IN A
 DA1504'CONCRETE POST 93 FEET SOUTH OF HWY. 86 CENTERLINE.
 DA1504'
 DA1504'RM 1 IS AN ADOT HWY. DIVISION DISK STAMPED CHUAPO RM 1 1979 SET IN A
 DA1504'CONCRETE POST 93 FEET SOUTH OF HWY. 86 CENTERLINE.
 DA1504'
 DA1504'TO REACH THE STATION FROM THE SAN SIMON INDIAN SCHOOL LOCATED 1.6
 DA1504'MILES WEST OF TRACY ON S.R. 86, TRAVEL WEST ON S.R. 86 FOR 11.6 MILES
 DA1504'TO A SMALL HWY. CUT ON THE SOUTH SIDE OF THE HWY.  STATION IS LOCATED
 DA1504'93.5 FEET SOUTH OF THE CENTERLINE.
 DA1504
 DA1504                          STATION RECOVERY (1997)
 DA1504
 DA1504'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1504'RECOVERED IN GOOD CONDITION.
 DA1504
 DA1504                          STATION RECOVERY (1999)
 DA1504
 DA1504'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2286 ***********************************************************************
 CZ2286  DESIGNATION -  CHUI
 CZ2286  PID         -  CZ2286
 CZ2286  STATE/COUNTY-  AZ/PINAL
 CZ2286  USGS QUAD   -  CHUICHU (1992)
 CZ2286
 CZ2286                         *CURRENT SURVEY CONTROL
 CZ2286  ___________________________________________________________________
 CZ2286* NAD 83(1992)-  32 45 36.65389(N)    111 47 10.36053(W)     ADJUSTED  
 CZ2286* NAVD 88     -       476.5    (meters)    1563.     (feet)  VERTCON   
 CZ2286  ___________________________________________________________________
 CZ2286  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CZ2286  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2286  HORZ ORDER  -  FIRST
 CZ2286
 CZ2286.The horizontal coordinates were established by classical geodetic methods
 CZ2286.and adjusted by the National Geodetic Survey in August 1993.
 CZ2286
 CZ2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2286
 CZ2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2286
 CZ2286.The geoid height was determined by GEOID03.
 CZ2286
 CZ2286;                    North         East     Units Scale Factor Converg.
 CZ2286;SPC AZ C     -   195,165.317   225,583.134   MT  0.99990184   +0 04 14.1
 CZ2286;SPC AZ C     -   640,306.16    740,102.15   iFT  0.99990184   +0 04 14.1
 CZ2286;UTM  12      - 3,624,974.591   426,356.406   MT  0.99966687   -0 25 31.6
 CZ2286
 CZ2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2286!SPC AZ C     -   0.99992994  x   0.99990184  =   0.99983179
 CZ2286!UTM  12      -   0.99992994  x   0.99966687  =   0.99959684
 CZ2286
 CZ2286|---------------------------------------------------------------------|
 CZ2286| PID    Reference Object                     Distance      Geod. Az  |
 CZ2286|                                                           dddmmss.s |
 CZ2286| CH4988 CHUI RM 3                             9.742 METERS 11637     |
 CZ2286| CZ2288 CHUI CHUISCHU VILLAGE TANK          APPROX. 1.2 KM 1475641.2 |
 CZ2286| CZ1241 G 84                                               1665110.6 |
 CZ2286| CH4986 CHUI RM 1                             8.498 METERS 18339     |
 CZ2286| CH4987 CHUI RM 2                             7.899 METERS 27245     |
 CZ2286| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX.18.1 KM 3203425.2 |
 CZ2286|---------------------------------------------------------------------|
 CZ2286
 CZ2286                          SUPERSEDED SURVEY CONTROL
 CZ2286
 CZ2286  NAD 83(1986)-  32 45 36.64778(N)    111 47 10.36083(W) AD(       ) 1
 CZ2286  NAD 27      -  32 45 36.44100(N)    111 47 07.89900(W) AD(       ) 1
 CZ2286  NGVD 29 (07/19/86)  475.9    (m)         1561.     (f) VERT ANG    3  
 CZ2286
 CZ2286.Superseded values are not recommended for survey control.
 CZ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2286.See file dsdata.txt to determine how the superseded data were derived.
 CZ2286
 CZ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2635624975(NAD 83)
 CZ2286_MARKER: DS = TRIANGULATION STATION DISK
 CZ2286_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2286+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ2286
 CZ2286  HISTORY     - Date     Condition        Report By
 CZ2286  HISTORY     - 1936     MONUMENTED       CGS
 CZ2286  HISTORY     - 1960     GOOD             CGS
 CZ2286  HISTORY     - 1966     GOOD             DMA
 CZ2286  HISTORY     - 20080511 GOOD             GEOCAC
 CZ2286
 CZ2286                          STATION DESCRIPTION
 CZ2286
 CZ2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2286'ON THE TOP OF A SMALL VOLCANIC ROCK HILL ABOUT 50 FEET IN HEIGHT.
 CZ2286'ABOUT 8 MILES SOUTH AND 1-1/2 MILES WEST OF CASA GRANDE.  AT
 CZ2286'NORTH EDGE OF THE INDIAN VILLAGE OF CHUI CHUSCHUI, AND ABOUT
 CZ2286'0.3 MILE WEST OF THE CASA GRANDE-SANTA ROSA ROAD.  IN SEC.
 CZ2286'1, T. 8 S., R. 5 E., JUST NORTHEAST OF AN INDIAN CEMETERY.
 CZ2286'MARKED BY A STANDARD BRONZE DISK.
 CZ2286'REFERENCE MARK MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ2286'IS 8.513 METERS (27.93 FEET) FROM STATION
 CZ2286'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ2286'REFERENCE DISK IS 7.902 METERS (25.93 FEET) FROM
 CZ2286'STATION.  THE AZIMUTH MARK IS U.S.
 CZ2286'COAST AND GEODETIC SURVEY LEVEL BENCH MARK G 84, 0.5 MILE SOUTH OF
 CZ2286'WOODEN BRIDGE, 35 FEET WEST OF HIGHWAY, AND 0.8 MILE FROM
 CZ2286'STATION.
 CZ2286
 CZ2286                          STATION RECOVERY (1960)
 CZ2286
 CZ2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2286'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 CZ2286'FOLLOWS--
 CZ2286'
 CZ2286'THE STATION IS LOCATED ON A SMALL VOLCANIC HILL ABOUT 8 MILES
 CZ2286'SOUTHWEST OF CASA GRANDE AND 0.8 MILE NORTHWEST OF THE PAPAGO
 CZ2286'INDIAN VILLAGE OF CHUI CHUSCHUI.
 CZ2286'
 CZ2286'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA STATE
 CZ2286'HIGHWAY 84 AND FLORENCE STREET IN CASA GRANDE, GO SOUTH ON
 CZ2286'SOUTH FLORENCE STREET FOR 7.9 MILES TO A CATTLE GUARD AT A SIGN
 CZ2286'PAPAGO INDIAN RESERVATION, CROSS THE CATTLE GUARD AND FOLLOW THE
 CZ2286'MAIN ROAD SOUTHWESTERLY FOR 1.6 MILES TO A ROAD RIGHT.  TURN
 CZ2286'RIGHT AND GO 0.3 MILE TO THE CHURCH, CONTINUE NORTHWESTERLY
 CZ2286'FOR 0.5 MILE TO THE CEMETERY AT THE BASE OF THE HILL AND
 CZ2286'END OF TRUCK TRAVEL.  PACK NORTHWEST FOR ABOUT 5 MINUTES TO
 CZ2286'THE TOP OF THE HILL AND THE STATION.
 CZ2286'
 CZ2286'THE STATION MARK IS A STANDARD DISK STAMPED CHUI 1936, SET
 CZ2286'IN A DRILL HOLE IN BEDROCK THAT IS SLIGHTLY LOWER THAN SURROUNDING
 CZ2286'PROJECTIONS OF ROUGH LAVA.
 CZ2286'
 CZ2286'R.M. 1 IS A STANDARD DISK STAMPED CHUI 1936 NO 1, SET IN A
 CZ2286'DRILL HOLE IN BEDROCK THAT IS FLUSH AND IS ABOUT 5 FEET LOWER
 CZ2286'THAN THE STATION.
 CZ2286'
 CZ2286'R.M. 2 IS A STANDARD DISK STAMPED CHUI 1936 NO 2, SET IN A
 CZ2286'DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.
 CZ2286'
 CZ2286'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED G 84 1935,
 CZ2286'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CZ2286'0.05 MILE SOUTH OF A JUNCTION OF AN EAST-WEST AND NORTH-SOUTH
 CZ2286'CONCRETE LINED IRRIGATION DITCHES, AND 19 FEET WEST OF THE CENTER
 CZ2286'OF THE NORTH-SOUTH DITCH.  TO REACH THE AZIMUTH MARK FROM THE
 CZ2286'STATION, GO SOUTHEAST FOR 0.5 MILE TO THE CHURCH, TURN RIGHT
 CZ2286'ON THE ROAD ALONG THE SOUTH SIDE OF THE CHURCH FOR 0.05 MILE TO
 CZ2286'A CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO THE MONUMENT
 CZ2286'ON THE RIGHT.
 CZ2286
 CZ2286                          STATION RECOVERY (1966)
 CZ2286
 CZ2286'RECOVERY NOTE BY DEFENSE MAP AGENCY 1966 (RCC)
 CZ2286'THE STATION MARK, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 CZ2286'CONDITION.  AN ADDITIONAL REFERENCE MARK WAS SET BY AMS.  THE
 CZ2286'MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK SET IN A DRILLED
 CZ2286'HOLE IN OUTCROPPING ROCK 31.961 FEET (HORIZONTAL DISTANCE)
 CZ2286'SOUTHEAST OF THE STATION.  DIRECTION FROM CASA GRANDE 2 USC AND
 CZ2286'GS 19 EQUALS 00 00 00.0 TO RM 3 EQUALS 70 DEG 42 MIN 17 SEC.  THE
 CZ2286'RM IS STAMPED--CHUI RM NO. 3 ARMY MAP SERVICE 1966.  THE AZIMUTH
 CZ2286'MARK WAS RECOVERED IN GOOD CONDITION.
 CZ2286
 CZ2286                          STATION RECOVERY (2008)
 CZ2286
 CZ2286'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2288 ***********************************************************************
 CZ2288  DESIGNATION -  CHUI CHUISCHU VILLAGE TANK
 CZ2288  PID         -  CZ2288
 CZ2288  STATE/COUNTY-  AZ/PINAL
 CZ2288  USGS QUAD   -  CHUICHU (1992)
 CZ2288
 CZ2288                         *CURRENT SURVEY CONTROL
 CZ2288  ___________________________________________________________________
 CZ2288* NAD 83(1992)-  32 45 04.79722(N)    111 46 46.75371(W)     ADJUSTED  
 CZ2288* NAVD 88     -              **(meters)            **(feet)            
 CZ2288  ___________________________________________________________________
 CZ2288  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CZ2288  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2288  HORZ ORDER  -  THIRD
 CZ2288
 CZ2288.The horizontal coordinates were established by classical geodetic methods
 CZ2288.and adjusted by the National Geodetic Survey in August 1993.
 CZ2288
 CZ2288
 CZ2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2288
 CZ2288.The geoid height was determined by GEOID03.
 CZ2288
 CZ2288;                    North         East     Units Scale Factor Converg.
 CZ2288;SPC AZ C     -   194,184.827   226,198.811   MT  0.99990203   +0 04 26.8
 CZ2288;SPC AZ C     -   637,089.33    742,122.08   iFT  0.99990203   +0 04 26.8
 CZ2288;UTM  12      - 3,623,989.040   426,963.428   MT  0.99966577   -0 25 18.5
 CZ2288
 CZ2288                          SUPERSEDED SURVEY CONTROL
 CZ2288
 CZ2288  NAD 83(1986)-  32 45 04.79108(N)    111 46 46.75418(W) AD(       ) 4
 CZ2288  NAD 27      -  32 45 04.58600(N)    111 46 44.29700(W) AD(       ) 3
 CZ2288
 CZ2288.Superseded values are not recommended for survey control.
 CZ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2288.See file dsdata.txt to determine how the superseded data were derived.
 CZ2288
 CZ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2696323989(NAD 83)
 CZ2288_MARKER: 53 = ELEVATED TANK
 CZ2288
 CZ2288  HISTORY     - Date     Condition        Report By
 CZ2288  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2288
 CZ2288                          STATION DESCRIPTION
 CZ2288
 CZ2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2288'CENTER OF THE TOP OF THE DOME OF THE WATER TANK FOR THE
 CZ2288'INDIAN VILLAGE OF CHUI CHUISCHU, LOCATED ABOUT 8 MILES SOUTHWEST
 CZ2288'OF CASA GRANDE ON THE PAPAGO INDIAN RESERVATION.  IT IS AN
 CZ2288'ELEVATED TANK BEARING THE LETTERS CHUICHU PAINTED IN BLACK
 CZ2288'ON AN ALUMINUM BACKGROUND, ABOUT 70 FEET TALL, SUPPORTED BY
 CZ2288'A CYLINDERICAL STEEL CENTRAL COLUMN RESTING ON A CIRCULAR
 CZ2288'CONCRETE BASE.
 CZ2288'
 CZ2288'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA STATE
 CZ2288'HIGHWAY AND FLORENCE STREET IN CASA GRANDE, GO SOUTH ON FLORENCE
 CZ2288'STREET FOR 7.9 MILES TO A CATTLE GUARD AT THE PAPAGO INDIAN
 CZ2288'RESERVATION BOUNDARY, CROSS THE CATTLE GUARD AND FOLLOW THE
 CZ2288'MAIN ROAD SOUTHWESTERLY FOR 1.6 MILES TO A ROAD RIGHT, TURN
 CZ2288'RIGHT AND GO 0.3 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0245 ***********************************************************************
 GO0245  DESIGNATION -  CHUKA 2
 GO0245  PID         -  GO0245
 GO0245  STATE/COUNTY-  AZ/APACHE
 GO0245  USGS QUAD   -  MEXICAN WATER SW (1968)
 GO0245
 GO0245                         *CURRENT SURVEY CONTROL
 GO0245  ___________________________________________________________________
 GO0245* NAD 83(1992)-  36 50 49.68790(N)    109 44 50.98462(W)     ADJUSTED  
 GO0245* NAVD 88     -      1595.0    (meters)    5233.     (feet)  VERTCON   
 GO0245  ___________________________________________________________________
 GO0245  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GO0245  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GO0245  HORZ ORDER  -  THIRD
 GO0245
 GO0245.The horizontal coordinates were established by classical geodetic methods
 GO0245.and adjusted by the National Geodetic Survey in August 1993.
 GO0245
 GO0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0245
 GO0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0245
 GO0245.The geoid height was determined by GEOID03.
 GO0245
 GO0245;                    North         East     Units Scale Factor Converg.
 GO0245;SPC AZ E     -   648,589.477   250,742.021   MT  0.99991721   +0 15 04.9
 GO0245;SPC AZ E     - 2,127,918.23    822,644.43   iFT  0.99991721   +0 15 04.9
 GO0245;UTM  12      - 4,078,646.846   611,668.121   MT  0.99975362   +0 45 04.3
 GO0245
 GO0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0245!SPC AZ E     -   0.99975303  x   0.99991721  =   0.99967026
 GO0245!UTM  12      -   0.99975303  x   0.99975362  =   0.99950671
 GO0245
 GO0245:                Primary Azimuth Mark                     Grid Az
 GO0245:SPC AZ E     -  FLAT                                     179 55 46.0
 GO0245:UTM  12      -  FLAT                                     179 25 46.6
 GO0245
 GO0245|---------------------------------------------------------------------|
 GO0245| PID    Reference Object                     Distance      Geod. Az  |
 GO0245|                                                           dddmmss.s |
 GO0245| GO0252 FLAT                                APPROX.10.8 KM 1801050.9 |
 GO0245|---------------------------------------------------------------------|
 GO0245
 GO0245                          SUPERSEDED SURVEY CONTROL
 GO0245
 GO0245  NAD 83(1986)-  36 50 49.68702(N)    109 44 50.98483(W) AD(       ) 3
 GO0245  NGVD 29 (08/22/88) 1594.1    (m)         5230.     (f) VERT ANG    3  
 GO0245
 GO0245.Superseded values are not recommended for survey control.
 GO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0245.See file dsdata.txt to determine how the superseded data were derived.
 GO0245
 GO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1166878647(NAD 83)
 GO0245_MARKER: H = DRILL HOLE
 GO0245_SETTING: 80 = SET IN A BOULDER
 GO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0245+STABILITY: SURFACE MOTION
 GO0245
 GO0245  HISTORY     - Date     Condition        Report By
 GO0245  HISTORY     - 1949     MONUMENTED       USGS
 GO0245  HISTORY     - 1952     MARK NOT FOUND   USGS
 GO0245
 GO0245                          STATION DESCRIPTION
 GO0245
 GO0245'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0245'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI3632 ***********************************************************************
 DI3632  HT_MOD      -  This is a Height Modernization Survey Station.
 DI3632  DESIGNATION -  CHURCH
 DI3632  PID         -  DI3632
 DI3632  STATE/COUNTY-  AZ/GRAHAM
 DI3632  USGS QUAD   -  SAFFORD (1985)
 DI3632
 DI3632                         *CURRENT SURVEY CONTROL
 DI3632  ___________________________________________________________________
 DI3632* NAD 83(1992)-  32 50 45.03985(N)    109 45 00.01998(W)     ADJUSTED  
 DI3632* NAVD 88     -       888.96   (meters)    2916.5    (feet)  GPS OBS   
 DI3632  ___________________________________________________________________
 DI3632  X           -  -1,812,751.686 (meters)                     COMP
 DI3632  Y           -  -5,048,930.099 (meters)                     COMP
 DI3632  Z           -   3,440,075.475 (meters)                     COMP
 DI3632  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DI3632  ELLIP HEIGHT-         862.001 (meters)          (01/22/07) ADJUSTED
 DI3632  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DI3632  HORZ ORDER  -  B
 DI3632  ELLP ORDER  -  FOURTH    CLASS I
 DI3632
 DI3632.The horizontal coordinates were established by GPS observations
 DI3632.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 DI3632
 DI3632.The orthometric height was determined by GPS observations and a
 DI3632.high-resolution geoid model.
 DI3632.The orthometric height was determined by GPS observations and a
 DI3632.high-resolution geoid model using precise GPS observation and
 DI3632.processing techniques.
 DI3632
 DI3632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3632
 DI3632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3632
 DI3632.The ellipsoidal height was determined by GPS observations
 DI3632.and is referenced to NAD 83.
 DI3632
 DI3632.The geoid height was determined by GEOID03.
 DI3632
 DI3632;                    North         East     Units Scale Factor Converg.
 DI3632;SPC AZ E     -   204,733.838   252,362.136   MT  0.99991875   +0 13 33.6
 DI3632;SPC AZ E     -   671,698.94    827,959.76   iFT  0.99991875   +0 13 33.6
 DI3632;UTM  12      - 3,634,889.596   616,975.763   MT  0.99976872   +0 40 41.0
 DI3632
 DI3632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3632!SPC AZ E     -   0.99986468  x   0.99991875  =   0.99978344
 DI3632!UTM  12      -   0.99986468  x   0.99976872  =   0.99963343
 DI3632
 DI3632                          SUPERSEDED SURVEY CONTROL
 DI3632
 DI3632.No superseded survey control is available for this station.
 DI3632
 DI3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1697634890(NAD 83)
 DI3632_MARKER: DD = SURVEY DISK
 DI3632_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3632_SP_SET: UNDER 10-INCH DIAMETER COVER
 DI3632_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3632+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DI3632
 DI3632  HISTORY     - Date     Condition        Report By
 DI3632  HISTORY     - 20060608 MONUMENTED       GEOANA
 DI3632
 DI3632                          STATION DESCRIPTION
 DI3632
 DI3632'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DI3632'THE STATION IS LOCATED IN THE INTERSECTION OF 1ST AVENUE AND CHURCH
 DI3632'STREET, 0.7 MI (1.1 KM) FROM THE THATCHER POST OFFICE.
 DI3632' 
 DI3632'TO REACH THE STATION FROM THE THATCHER POST OFFICE (INTERSECTION OF
 DI3632'HIGHWAY 70 AND STADIUM AVENUE), TRAVEL EAST ON U.S. HIGHWAY 70 FOR 0.7
 DI3632'MI (1.2 KM) TO THE INTERSECTION WITH 1ST AVENUE.  CONTINUE SOUTHERLY
 DI3632'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF 1ST AVENUE AND CHURCH
 DI3632'STREET.
 DI3632' 
 DI3632'THE STATION IS IN THE PAVEMENT NEAR THE CENTER IF THE INTERSECTION, 23
 DI3632'FT (7.0 M) FROM THE NORTH CORNER OF THE INTERSECTION.  THE STATION IS
 DI3632'A SURVEY DISK MARKED WITH AN 'X' BUT NO LOGO OR STAMPING, AND IS
 DI3632'LOCATED IN A HAND HOLE WITH A 10-INCH (25 CM) DIAMETER COVER MARKED
 DI3632''SURVEY'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0655 ***********************************************************************
 FQ0655  DESIGNATION -  CHURCH LATTER DAY SAINTS SPIRE
 FQ0655  PID         -  FQ0655
 FQ0655  STATE/COUNTY-  AZ/COCONINO
 FQ0655  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0655
 FQ0655                         *CURRENT SURVEY CONTROL
 FQ0655  ___________________________________________________________________
 FQ0655* NAD 83(1992)-  35 11 48.46018(N)    111 38 27.12522(W)     ADJUSTED  
 FQ0655* NAVD 88     -              **(meters)            **(feet)            
 FQ0655  ___________________________________________________________________
 FQ0655  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FQ0655  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FQ0655  HORZ ORDER  -  THIRD
 FQ0655
 FQ0655.The horizontal coordinates were established by classical geodetic methods
 FQ0655.and adjusted by the National Geodetic Survey in August 1993.
 FQ0655
 FQ0655
 FQ0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0655
 FQ0655.The geoid height was determined by GEOID03.
 FQ0655
 FQ0655;                    North         East     Units Scale Factor Converg.
 FQ0655;SPC AZ C     -   465,439.722   238,474.239   MT  0.99990777   +0 09 32.3
 FQ0655;SPC AZ C     - 1,527,033.21    782,395.80   iFT  0.99990777   +0 09 32.3
 FQ0655;UTM  12      - 3,895,055.246   441,659.670   MT  0.99964194   -0 22 09.8
 FQ0655
 FQ0655                          SUPERSEDED SURVEY CONTROL
 FQ0655
 FQ0655  NAD 83(1986)-  35 11 48.45311(N)    111 38 27.12163(W) AD(       ) 4
 FQ0655  NAD 27      -  35 11 48.41417(N)    111 38 24.53341(W) AD(       ) 3
 FQ0655
 FQ0655.Superseded values are not recommended for survey control.
 FQ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0655.See file dsdata.txt to determine how the superseded data were derived.
 FQ0655
 FQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4166095055(NAD 83)
 FQ0655_MARKER: 90 = CHURCH SPIRE
 FQ0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0655+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0655
 FQ0655  HISTORY     - Date     Condition        Report By
 FQ0655  HISTORY     - 1974     FIRST OBSERVED   AZDT
 FQ0655  HISTORY     - 19931202 GOOD             USPSQD
 FQ0655  HISTORY     - 20050929 GOOD             USPSQD
 FQ0655
 FQ0655                          STATION DESCRIPTION
 FQ0655
 FQ0655'DESCRIBED BY US POWER SQUADRON 1993
 FQ0655'RECOVERED IN GOOD CONDITION.
 FQ0655
 FQ0655                          STATION RECOVERY (2005)
 FQ0655
 FQ0655'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0655'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0942 ***********************************************************************
 DW0942  DESIGNATION -  CIB
 DW0942  PID         -  DW0942
 DW0942  STATE/COUNTY-  AZ/LA PAZ
 DW0942  USGS QUAD   -  CIBOLA (1965)
 DW0942
 DW0942                         *CURRENT SURVEY CONTROL
 DW0942  ___________________________________________________________________
 DW0942* NAD 83(1992)-  33 18 37.79629(N)    114 39 35.42239(W)     ADJUSTED  
 DW0942* NAVD 88     -        83.0    (meters)     272.     (feet)  VERTCON   
 DW0942  ___________________________________________________________________
 DW0942  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DW0942  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DW0942  HORZ ORDER  -  THIRD
 DW0942
 DW0942.The horizontal coordinates were established by classical geodetic methods
 DW0942.and adjusted by the National Geodetic Survey in August 1993.
 DW0942
 DW0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0942
 DW0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0942
 DW0942.The geoid height was determined by GEOID03.
 DW0942
 DW0942;                    North         East     Units Scale Factor Converg.
 DW0942;SPC AZ W     -   256,562.665   128,635.866   MT  1.00002180   -0 29 58.9
 DW0942;SPC AZ W     -   841,741.03    422,033.68   iFT  1.00002180   -0 29 58.9
 DW0942;SPC CA 6     -   627,983.011 2,148,070.386   MT  0.99995423   +0 52 25.8
 DW0942;SPC CA 6     - 2,060,307.60  7,047,460.92   sFT  0.99995423   +0 52 25.8
 DW0942;UTM  11      - 3,688,153.937   717,863.339   MT  1.00018523   +1 17 08.4
 DW0942
 DW0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0942!SPC AZ W     -   0.99999218  x   1.00002180  =   1.00001398
 DW0942!SPC CA 6     -   0.99999218  x   0.99995423  =   0.99994641
 DW0942!UTM  11      -   0.99999218  x   1.00018523  =   1.00017741
 DW0942
 DW0942|---------------------------------------------------------------------|
 DW0942| PID    Reference Object                     Distance      Geod. Az  |
 DW0942|                                                           dddmmss.s |
 DW0942| DW0943 POSTS                                40.182 METERS 26947     |
 DW0942| CE9135 CIB RM 1                             28.331 METERS 30713     |
 DW0942| CF1680 16 LC 252                                          3390359.3 |
 DW0942|---------------------------------------------------------------------|
 DW0942
 DW0942                          SUPERSEDED SURVEY CONTROL
 DW0942
 DW0942  NAD 83(1986)-  33 18 37.80003(N)    114 39 35.43107(W) AD(       ) 3
 DW0942  NAD 27      -  33 18 37.68335(N)    114 39 32.58621(W) AD(       ) 3
 DW0942  NGVD 29 (07/19/86)   82.3    (m)          270.     (f) VERT ANG    3  
 DW0942
 DW0942.Superseded values are not recommended for survey control.
 DW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0942.See file dsdata.txt to determine how the superseded data were derived.
 DW0942
 DW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1786388154(NAD 83)
 DW0942_MARKER: DS = TRIANGULATION STATION DISK
 DW0942_SETTING: 80 = SET IN A BOULDER
 DW0942_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DW0942
 DW0942  HISTORY     - Date     Condition        Report By
 DW0942  HISTORY     - 1964     MONUMENTED       CGS
 DW0942  HISTORY     - 1975     GOOD             LOCENG
 DW0942
 DW0942                          STATION DESCRIPTION
 DW0942
 DW0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0942'THE STATION IS LOCATED 17 MILES SOUTH OF RIPLEY, 12-1/2 MILES
 DW0942'SOUTHEAST OF PALO VERDE, AND 3 MILES EAST OF THE COLORADO
 DW0942'RIVER.  IT IS ON THE EAST END OF A BARE, GRAVEL RIDGE WHICH
 DW0942'RISES ABOUT 25 FEET ABOVE THE IRRIGATED LAND IN THE VALLEY.
 DW0942'
 DW0942'TO REACH THE STATION FROM THE POST OFFICE IN RIPLEY, GO
 DW0942'WEST 50 YARDS ON BROADWAY ST. TO NEIGHBOURS BLVD.  TURN LEFT
 DW0942'AND GO SOUTH 7.8 MILES TO THE CIBOLA TOLL BRIDGE OVER THE
 DW0942'COLORADO RIVER.  CONTINUE SOUTH 0.6 MILE ON GRAVELED ROAD TO
 DW0942'A CROSSROAD.  PROCEED SOUTH 2.0 MILES TO A DIAGONAL CROSSROAD.
 DW0942'CONTINUE SOUTHWEST 3.5 MILES ON GRADED, GRAVEL ROAD TO A SIDE
 DW0942'ROAD ON THE RIGHT.  PROCEED SOUTH 0.6 MILE TO A DIAGONAL SIDE
 DW0942'ROAD ON THE RIGHT (PRIVATE DRIVE).  CONTINUE SOUTH 0.4 MILE
 DW0942'TO THE AZIMUTH BM USGS ON THE LEFT OPPOSITE A PRIVATE DRIVE
 DW0942'ON THE RIGHT.  CONTINUE SOUTH 0.5 MILE UP ONTO A LOW GRAVEL
 DW0942'RIDGE.  TURN LEFT AND GO EAST 0.1 MILE TO THE HIGHEST POINT
 DW0942'AND THE STATION.
 DW0942'
 DW0942'THE STATION MARK IS A STANDARD DISK STAMPED CIB 1964 CEMENTED
 DW0942'IN A DRILLHOLE IN A 12 BY 13-INCH BOULDER WHICH PROJECTS 12
 DW0942'INCHES ABOVE GROUND.  IT IS 15 FEET WEST OF THE TOP OF THE
 DW0942'EAST SLOPE OF THE HILL.
 DW0942'
 DW0942'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CIB NO
 DW0942'1 1964 CEMENTED IN A DRILLHOLE IN A 12 BY 18-INCH BOULDER
 DW0942'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 14 FEET WEST OF
 DW0942'THE TOP OF THE EAST SLOPE OF THE HILL AND 3 FEET LOWER THAN
 DW0942'STATION ELEVATION.
 DW0942'
 DW0942'U.S. BUREAU OF RECLAMATION BENCH MARK DISK SERVES AS REFERENCE
 DW0942'MARK 2.  IT IS A BRONZE DISK STAMPED POSTS 1950 SET IN THE TOP
 DW0942'OF A 5-INCH DIAMETER CONCRETE POST PROJECTING 4 INCHES ABOVE
 DW0942'GROUND.  IT IS 10.2 FEET SOUTHWEST OF A 10-FOOT TALL POST AND
 DW0942'1 FOOT LOWER THAN STATION ELEVATION.
 DW0942'
 DW0942'U.S. GEOLOGICAL SURVEY BENCH MARK SERVES AS AN AZIMUTH MARK.
 DW0942'IT IS A BRONZE DISK STAMPED 16 LC 1954 252 SET IN THE TOP OF
 DW0942'A 6-INCH DIAMETER POST PROJECTING 8 INCHES ABOVE GROUND.  IT
 DW0942'IS 24 FEET EAST OF THE CENTER OF THE GRADED, GRAVEL ROAD, AND
 DW0942'1.4 FEET WEST OF A METAL WITNESS POST WITH USC AND GS SIGN.
 DW0942
 DW0942                          STATION RECOVERY (1975)
 DW0942
 DW0942'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (EGZ)
 DW0942'RECOVERED BY STATE LANDS DIVISION
 DW0942'
 DW0942'CIB-1964-U.S.C. AND G.S. - GOOD SHAPE, VISIBLE, AND EASILY
 DW0942'RECOVERED
 DW0942'
 DW0942'ALSO RECOVERED U.S.G.S. BENCH MARK WHICH SERVES AS AZIMUTH
 DW0942'POINT FOR CIB - STAMPED 16 LC 1954 252.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1155 ***********************************************************************
 ES1155  DESIGNATION -  CIBBY
 ES1155  PID         -  ES1155
 ES1155  STATE/COUNTY-  AZ/NAVAJO
 ES1155  USGS QUAD   -  PEPPER CANYON (1977)
 ES1155
 ES1155                         *CURRENT SURVEY CONTROL
 ES1155  ___________________________________________________________________
 ES1155* NAD 83(1992)-  34 14 59.12491(N)    110 30 12.84299(W)     ADJUSTED  
 ES1155* NAVD 88     -      2125.3    (meters)    6973.     (feet)  VERTCON   
 ES1155  ___________________________________________________________________
 ES1155  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ES1155  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES1155  HORZ ORDER  -  THIRD
 ES1155
 ES1155.The horizontal coordinates were established by classical geodetic methods
 ES1155.and adjusted by the National Geodetic Survey in August 1993.
 ES1155
 ES1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1155
 ES1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1155
 ES1155.The geoid height was determined by GEOID03.
 ES1155
 ES1155;                    North         East     Units Scale Factor Converg.
 ES1155;SPC AZ E     -   360,406.621   182,329.913   MT  0.99991186   -0 11 22.6
 ES1155;SPC AZ E     - 1,182,436.42    598,195.25   iFT  0.99991186   -0 11 22.6
 ES1155;UTM  12      - 3,789,960.544   545,710.069   MT  0.99962575   +0 16 45.8
 ES1155
 ES1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1155!SPC AZ E     -   0.99967024  x   0.99991186  =   0.99958213
 ES1155!UTM  12      -   0.99967024  x   0.99962575  =   0.99929611
 ES1155
 ES1155:                Primary Azimuth Mark                     Grid Az
 ES1155:SPC AZ E     -  DEER SPRINGS                             050 32 31.1
 ES1155:UTM  12      -  DEER SPRINGS                             050 04 22.7
 ES1155
 ES1155|---------------------------------------------------------------------|
 ES1155| PID    Reference Object                     Distance      Geod. Az  |
 ES1155|                                                           dddmmss.s |
 ES1155| ES1079 DEER SPRINGS                        APPROX. 9.9 KM 0502108.5 |
 ES1155| CS4089 CIBBY ECC SIGNAL TREE                13.883 METERS 07744     |
 ES1155|---------------------------------------------------------------------|
 ES1155
 ES1155                          SUPERSEDED SURVEY CONTROL
 ES1155
 ES1155  NAD 83(1986)-  34 14 59.12018(N)    110 30 12.84664(W) AD(       ) 3
 ES1155  NGVD 29 (04/27/90) 2124.4    (m)         6970.     (f) VERT ANG    3  
 ES1155
 ES1155.Superseded values are not recommended for survey control.
 ES1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1155.See file dsdata.txt to determine how the superseded data were derived.
 ES1155
 ES1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4571089961(NAD 83)
 ES1155_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1155_SETTING: 80 = SET IN A BOULDER
 ES1155_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1155+STABILITY: SURFACE MOTION
 ES1155
 ES1155  HISTORY     - Date     Condition        Report By
 ES1155  HISTORY     - 1940     MONUMENTED       USFS
 ES1155  HISTORY     - 1960     GOOD             USGS
 ES1155
 ES1155                          STATION DESCRIPTION
 ES1155
 ES1155'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1155'RECOVERED IN GOOD CONDITION EXCEPT THAT THERE IS A LARGE CRACK IN
 ES1155'BURIED BOULDER.
 ES1155'
 ES1155'LOCATED ABOUT 50 MI SW. OF HOLBROOK, 15 MI SW. OF CLAY SPRINGS,
 ES1155'ABOUT 3.05 MI S. OF RIM RD. BETWEEN PHOENIX PARK CANYON AND FOOT
 ES1155'CANYON.  IN SEC 23, T10N R17E.
 ES1155'
 ES1155'TO REACH FROM HEBER, GO 1.7 MI E. TO JCT. OF SHOW LOW RD.  GO 5.3
 ES1155'MI SE.  TURN RIGHT THROUGH OVERGAARD AND CONTINUE 1.2 MI.  TURN
 ES1155'LEFT ON PHOENIX PARK WASH RD. 2.2 MI.  TURN RIGHT UP RIDGE 5 MI TO
 ES1155'CROSS RIM RD., CONTINUE 0.1 MI TO ENTER FORT APACHE INDIAN
 ES1155'RESERVATION THROUGH WIRE GATE, CONTINUE 3.6 MI ON DIM RD. ALONG
 ES1155'RIDGE AND END OF TRUCK TRAVEL.  WALK ABOUT 0.75 MI SE. TO POINT
 ES1155'WHERE RIDGE DROPS ABRUPTLY.  ON HIGHEST POINT OF RIDGE JUST N. OF
 ES1155'ABRUPT DROP.  SMALL JEEP MAY BE DRIVEN TO STATION.
 ES1155'
 ES1155'STATION MARK--USDA FOREST SERVICE BRONZE DISK
 ES1155'STAMPED---CIBBY 1949---, CEMENTED AND COUNTERSUNK IN TOP OF BURIED
 ES1155'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1074 ***********************************************************************
 ES1074  DESIGNATION -  CIBECUE
 ES1074  PID         -  ES1074
 ES1074  STATE/COUNTY-  AZ/NAVAJO
 ES1074  USGS QUAD   -  LIMESTONE CANYON SOUTH (1977)
 ES1074
 ES1074                         *CURRENT SURVEY CONTROL
 ES1074  ___________________________________________________________________
 ES1074* NAD 83(1992)-  34 03 35.30498(N)    110 21 20.60194(W)     ADJUSTED  
 ES1074* NAVD 88     -      2035.3    (meters)    6677.     (feet)  VERTCON   
 ES1074  ___________________________________________________________________
 ES1074  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 ES1074  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ES1074  HORZ ORDER  -  SECOND
 ES1074
 ES1074.The horizontal coordinates were established by classical geodetic methods
 ES1074.and adjusted by the National Geodetic Survey in August 1993.
 ES1074
 ES1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1074
 ES1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1074
 ES1074.The geoid height was determined by GEOID03.
 ES1074
 ES1074;                    North         East     Units Scale Factor Converg.
 ES1074;SPC AZ E     -   339,303.273   195,908.077   MT  0.99990375   -0 06 21.2
 ES1074;SPC AZ E     - 1,113,199.71    642,743.03   iFT  0.99990375   -0 06 21.2
 ES1074;UTM  12      - 3,768,974.509   559,456.347   MT  0.99964358   +0 21 39.0
 ES1074
 ES1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1074!SPC AZ E     -   0.99968443  x   0.99990375  =   0.99958821
 ES1074!UTM  12      -   0.99968443  x   0.99964358  =   0.99932812
 ES1074
 ES1074|---------------------------------------------------------------------|
 ES1074| PID    Reference Object                     Distance      Geod. Az  |
 ES1074|                                                           dddmmss.s |
 ES1074| CS4090 CIBECUE ECC SIGNAL TREE               6.720 METERS 12231     |
 ES1074| CD1798 CIBECUE RM 1                         25.267 METERS 20450     |
 ES1074| CD1799 CIBECUE RM 2                         24.426 METERS 29232     |
 ES1074| CD1797 CIBECUE AZ MK                                      3394003.1 |
 ES1074|---------------------------------------------------------------------|
 ES1074
 ES1074                          SUPERSEDED SURVEY CONTROL
 ES1074
 ES1074  NAD 83(1986)-  34 03 35.30043(N)    110 21 20.60479(W) AD(       ) 2
 ES1074  NAD 27      -  34 03 35.13170(N)    110 21 18.20380(W) AD(       ) 2
 ES1074  NGVD 29 (07/19/86) 2034.5    (m)         6675.     (f) VERT ANG    3  
 ES1074
 ES1074.Superseded values are not recommended for survey control.
 ES1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1074.See file dsdata.txt to determine how the superseded data were derived.
 ES1074
 ES1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5945668975(NAD 83)
 ES1074_MARKER: DS = TRIANGULATION STATION DISK
 ES1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1074
 ES1074  HISTORY     - Date     Condition        Report By
 ES1074  HISTORY     - 1958     MONUMENTED       CGS
 ES1074  HISTORY     - 1960     GOOD             USGS
 ES1074
 ES1074                          STATION DESCRIPTION
 ES1074
 ES1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1074'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF CIBEQUE,
 ES1074'7 MILES NORTHWEST OF CARRIZO AND ON THE HIGHEST POINT OF
 ES1074'CIBEQUE RIDGE, WHICH IS IN THE FORT APACHE INDIAN RESERVATION.
 ES1074'IT IS 19 FEET WEST OF A TRIANGULAR BLAZED PINE TREE AND 4 FEET
 ES1074'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE THE
 ES1074'SURFACE OF THE GROUND AND IS STAMPED CIBECUE 1958.
 ES1074'
 ES1074'REFERENCE MARK NO. 1 IS 7 FEET WEST OF A TRIANGULAR BLAZED
 ES1074'PINE TREE AND SET ABOUT THE SAME ELEVATION AS THE STATION.
 ES1074'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 ES1074'AND IS STAMPED CIBECUE NO 1 1958.
 ES1074'
 ES1074'REFERENCE MARK NO. 2 IS 9 FEET EAST OF A TRIANGULAR BLAZED
 ES1074'PINE TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.  THE
 ES1074'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ES1074'IS STAMPED CIBECUE NO 2 1958.
 ES1074'
 ES1074'THE AZIMUTH MARK IS 20 FEET NORTH OF A LARGE PINE TREE, 11
 ES1074'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 2 FEET
 ES1074'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD REFERENCE
 ES1074'DISK CEMENTED IN A CONCRETE POST.  THE MARK PROJECTS 3 INCHES
 ES1074'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CIBECUE 1958.
 ES1074'
 ES1074'TO REACH FROM THE TRADING POST AND 76 UNION SERVICE STATION IN
 ES1074'CARRIZO, GO SOUTHERLY ON U.S. HIGHWAY 60 FOR 4.6 MILES TO A
 ES1074'SIDE ROAD RIGHT AND SIGN CIBECUE 14, TURN RIGHT AND GO NORTHWEST
 ES1074'TOWARD CIBECUE FOR 3.4 MILES TO A CATTLEGUARD, CONTINUE ON FOR
 ES1074'0.1 MILE TO A DIM TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD
 ES1074'NORTHERLY AND GO 2.0 MILES TO A DIM FORK, KEEP RIGHT FORK
 ES1074'FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON
 ES1074'TRACK ROAD FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH GATE
 ES1074'AND CONTINUE FOR 1.5 MILES TO A WIRE GATE, PASS THROUGH GATE
 ES1074'AND CONTINUE NORTHERLY ALONG THE EAST SIDE OF WIRE FENCE
 ES1074'LINE FOR 2.6 MILES TO A TRIANGULAR BLAZED TREE* ON THE
 ES1074'RIGHT, TURN RIGHT EASTERLY AND GO 0.05 MILE TO THE STATION
 ES1074'AS DESCRIBED.
 ES1074'
 ES1074'TO REACH AZIMUTH MARK FROM THE TRIANGULAR BLAZED TREE*, GO
 ES1074'NORTHERLY ON TRACK ROAD FOR 0.3 MILE TO A TRIANGULAR BLAZED
 ES1074'TREE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ES1074'
 ES1074'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 ES1074
 ES1074                          STATION RECOVERY (1960)
 ES1074
 ES1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0949 ***********************************************************************
 DW0949  DESIGNATION -  CIBOLA
 DW0949  PID         -  DW0949
 DW0949  STATE/COUNTY-  AZ/LA PAZ
 DW0949  USGS QUAD   -  PALO VERDE (1975)
 DW0949
 DW0949                         *CURRENT SURVEY CONTROL
 DW0949  ___________________________________________________________________
 DW0949* NAD 83(1992)-  33 24 45.82212(N)    114 39 27.59726(W)     ADJUSTED  
 DW0949* NAVD 88     -        77.6    (meters)     255.     (feet)  VERTCON   
 DW0949  ___________________________________________________________________
 DW0949  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DW0949  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DW0949  HORZ ORDER  -  SECOND
 DW0949
 DW0949.The horizontal coordinates were established by classical geodetic methods
 DW0949.and adjusted by the National Geodetic Survey in August 1993.
 DW0949
 DW0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0949
 DW0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0949
 DW0949.The geoid height was determined by GEOID03.
 DW0949
 DW0949;                    North         East     Units Scale Factor Converg.
 DW0949;SPC AZ W     -   267,899.068   128,937.066   MT  1.00002117   -0 29 59.5
 DW0949;SPC AZ W     -   878,933.95    423,021.87   iFT  1.00002117   -0 29 59.5
 DW0949;SPC CA 6     -   639,322.616 2,148,099.630   MT  0.99995508   +0 52 30.1
 DW0949;SPC CA 6     - 2,097,510.95  7,047,556.87   sFT  0.99995508   +0 52 30.1
 DW0949;UTM  11      - 3,699,496.074   717,810.715   MT  1.00018494   +1 17 25.3
 DW0949
 DW0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0949!SPC AZ W     -   0.99999302  x   1.00002117  =   1.00001418
 DW0949!SPC CA 6     -   0.99999302  x   0.99995508  =   0.99994810
 DW0949!UTM  11      -   0.99999302  x   1.00018494  =   1.00017795
 DW0949
 DW0949:                Primary Azimuth Mark                     Grid Az
 DW0949:SPC AZ W     -  MULE WASH                                067 06 59.9
 DW0949:SPC CA 6     -  MULE WASH                                065 44 30.3
 DW0949:UTM  11      -  MULE WASH                                065 19 35.1
 DW0949
 DW0949|---------------------------------------------------------------------|
 DW0949| PID    Reference Object                     Distance      Geod. Az  |
 DW0949|                                                           dddmmss.s |
 DW0949| DW0941 MULE WASH                           APPROX. 9.4 KM 0663700.4 |
 DW0949| DW0946 T1N R23W SECS 20 21 WP               45.276 METERS 17019     |
 DW0949| CE9136 CIBOLA RM 1                          46.101 METERS 17723     |
 DW0949| CE9137 CIBOLA RM 2                         187.446 METERS 35723     |
 DW0949| DW0945 BOUNDARY PT 14 AZ CA                 25.649 METERS 35749     |
 DW0949|---------------------------------------------------------------------|
 DW0949
 DW0949                          SUPERSEDED SURVEY CONTROL
 DW0949
 DW0949  NAD 83(1986)-  33 24 45.82361(N)    114 39 27.60225(W) AD(       ) 2
 DW0949  NAD 27      -  33 24 45.71658(N)    114 39 24.75790(W) AD(       ) 2
 DW0949  NGVD 29 (07/19/86)   76.9    (m)          252.     (f) VERT ANG    3  
 DW0949
 DW0949.Superseded values are not recommended for survey control.
 DW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0949.See file dsdata.txt to determine how the superseded data were derived.
 DW0949
 DW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1781199496(NAD 83)
 DW0949_MARKER: N = NAIL
 DW0949_SETTING: 0 = UNSPECIFIED SETTING
 DW0949
 DW0949  HISTORY     - Date     Condition        Report By
 DW0949  HISTORY     - 1964     MONUMENTED       CGS
 DW0949
 DW0949                          STATION DESCRIPTION
 DW0949
 DW0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0949'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF RIPLEY, CALIF.,
 DW0949'ON THE SOUTH PART OF THE CIBOLA TOLL BRIDGE.
 DW0949'
 DW0949'TO REACH THE STATION FROM THE MAIN CROSS ROAD IN RIPLEY, GO
 DW0949'SOUTH ON TAR ROAD FOR 6.4 MILES TO THE END OF SURFACED ROAD.
 DW0949'CONTINUE AHEAD, SOUTH, ON GRAVELED ROAD FOR 1.3 MILES TO A
 DW0949'T-INTERSECTION.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.2
 DW0949'MILE TO A T-INTERSECTION AND THE CIBOLA TOLL BRIDGE AND THE STATION
 DW0949'ON THE LEFT ON THE SOUTH PART OF THE WOODEN BRIDGE.
 DW0949'
 DW0949'THE STATION MARK IS A CENTER PUNCH HOLE IN THE TOP OF A 60
 DW0949'PENNY NAIL DRIVEN IN A PLANK IN THE FLOOR OF THE WOODEN BRIDGE.
 DW0949'IT IS 139 FEET NORTH OF THE SOUTH END OF THE BRIDGE, 3.1 FEET
 DW0949'WEST OF THE EAST EDGE OF THE BRIDGE, AND 2.6 FEET WEST OF A
 DW0949'WITNESS SIGN NAILED TO THE EAST GUARD RAIL.
 DW0949'
 DW0949'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CIBOLA NO 1 1964,
 DW0949'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 DW0949'FLUSH WITH THE GROUND SURFACE.  IT IS 13.5 FEET SOUTH SOUTHEAST
 DW0949'OF A METAL WITNESS POST WITH SIGN, 13 FEET EAST OF THE CENTER
 DW0949'OF A GRAVELED ROAD, AND 7 FEET NORTH OF A TELEPHONE BOOTH.
 DW0949'
 DW0949'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CIBOLA NO 2 1964,
 DW0949'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DW0949'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET WEST OF A
 DW0949'NORTH-SOUTH GRAVELED ROAD, AND 2.7 FEET EAST OF A METAL WITNESS
 DW0949'POST WITH SIGN.
 DW0949'
 DW0949'POINT NO 14 IS A CENTER PUNCH HOLE IN THE TOP OF A 60 PENNY
 DW0949'NAIL DRIVEN IN A PLANK IN THE CENTER OF THE WOODEN BRIDGE.  IT
 DW0949'IS 223 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND 8.2 FEET
 DW0949'WEST OF THE EAST EDGE OF THE BRIDGE.
 DW0949'
 DW0949'A TIE WAS MADE TO A CADASTRAL SURVEY MARK OF THE U.S. DEPT. OF
 DW0949'THE INTERIOR, BUREAU OF LAND MANAGEMENT.  THE MARK IS A STANDARD
 DW0949'CADASTRAL SURVEY DISK STAMPED W.P. S20 S21 T1N R23W 1961, AND
 DW0949'IS RIVETED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE PROJECTING
 DW0949'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 DW0949'CENTER OF THE ROAD, AND 18 FEET NORTH NORTHWEST OF THE NORTHEAST
 DW0949'CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0286 ***********************************************************************
 FQ0286  DESIGNATION -  CINDA
 FQ0286  PID         -  FQ0286
 FQ0286  STATE/COUNTY-  AZ/COCONINO
 FQ0286  USGS QUAD   -  BELLEMONT (1980)
 FQ0286
 FQ0286                         *CURRENT SURVEY CONTROL
 FQ0286  ___________________________________________________________________
 FQ0286* NAD 83(1992)-  35 14 45.95230(N)    111 52 17.14500(W)     ADJUSTED  
 FQ0286* NAVD 88     -      2249.532  (meters)    7380.34   (feet)  ADJUSTED  
 FQ0286  ___________________________________________________________________
 FQ0286  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 FQ0286  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0286  DYNAMIC HT  -        2246.336 (meters)    7369.85  (feet)  COMP
 FQ0286  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FQ0286
 FQ0286  HORZ ORDER  -  SECOND
 FQ0286  VERT ORDER  -  SECOND    CLASS 0
 FQ0286
 FQ0286.The horizontal coordinates were established by classical geodetic methods
 FQ0286.and adjusted by the National Geodetic Survey in August 1993.
 FQ0286
 FQ0286.The orthometric height was determined by differential leveling
 FQ0286.and adjusted in June 1991.
 FQ0286
 FQ0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0286
 FQ0286.The geoid height was determined by GEOID03.
 FQ0286
 FQ0286.The dynamic height is computed by dividing the NAVD 88
 FQ0286.geopotential number by the normal gravity value computed on the
 FQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0286.degrees latitude (g = 980.6199 gals.).
 FQ0286
 FQ0286.The modeled gravity was interpolated from observed gravity values.
 FQ0286
 FQ0286;                    North         East     Units Scale Factor Converg.
 FQ0286;SPC AZ C     -   470,875.217   217,476.835   MT  0.99990021   +0 01 34.0
 FQ0286;SPC AZ C     - 1,544,866.20    713,506.68   iFT  0.99990021   +0 01 34.0
 FQ0286;UTM  12      - 3,900,682.885   420,718.433   MT  0.99967746   -0 30 10.5
 FQ0286
 FQ0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0286!SPC AZ C     -   0.99965065  x   0.99990021  =   0.99955090
 FQ0286!UTM  12      -   0.99965065  x   0.99967746  =   0.99932822
 FQ0286
 FQ0286:                Primary Azimuth Mark                     Grid Az
 FQ0286:SPC AZ C     -  VOLUNTEER                                215 06 04.3
 FQ0286:UTM  12      -  VOLUNTEER                                215 37 48.8
 FQ0286
 FQ0286|---------------------------------------------------------------------|
 FQ0286| PID    Reference Object                     Distance      Geod. Az  |
 FQ0286|                                                           dddmmss.s |
 FQ0286| FQ0672 VOLUNTEER                           APPROX. 3.8 KM 2150738.3 |
 FQ0286| FQ0287 CINDA RM 1                            8.420 METERS 22114     |
 FQ0286| FQ0288 CINDA RM 2                            7.231 METERS 30808     |
 FQ0286|---------------------------------------------------------------------|
 FQ0286
 FQ0286                          SUPERSEDED SURVEY CONTROL
 FQ0286
 FQ0286  NAD 83(1986)-  35 14 45.94957(N)    111 52 17.14151(W) AD(       ) 2
 FQ0286  NAD 27      -  35 14 45.91380(N)    111 52 14.55140(W) AD(       ) 2
 FQ0286  NGVD 29 (??/??/92) 2248.510  (m)         7376.99   (f) ADJ UNCH    2 0
 FQ0286
 FQ0286.Superseded values are not recommended for survey control.
 FQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0286.See file dsdata.txt to determine how the superseded data were derived.
 FQ0286
 FQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2071800683(NAD 83)
 FQ0286_MARKER: DS = TRIANGULATION STATION DISK
 FQ0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0286_STAMPING: CINDA 1958
 FQ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0286
 FQ0286  HISTORY     - Date     Condition        Report By
 FQ0286  HISTORY     - 1958     MONUMENTED       CGS
 FQ0286  HISTORY     - 1958     GOOD             CGS
 FQ0286  HISTORY     - 1962     GOOD             CGS
 FQ0286  HISTORY     - 1965     GOOD             CGS
 FQ0286  HISTORY     - 1965     GOOD             USGS
 FQ0286  HISTORY     - 1971     GOOD             AZHD
 FQ0286
 FQ0286                          STATION DESCRIPTION
 FQ0286
 FQ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0286'THE STATION IS LOCATED NEAR THE TOP OF A CINDER HILL THAT IS
 FQ0286'COVERED WITH SMALL PINE AND ROCKS AND HAS BEEN EXCAVATED ON ABOUT
 FQ0286'ALL SIDES.  IT IS BETWEEN THE SANTA FE RAILROAD AND U.S. HIGHWAY
 FQ0286'66 AND 89, 12 MILES WEST OF FLAGSTAFF, 5 MILES EAST OF PARKS AND
 FQ0286'2 MILES WEST OF BELLEMONT.
 FQ0286'
 FQ0286'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE NAVAJO ORDANCE
 FQ0286'DEPOT, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 0.5 MILE TO
 FQ0286'BELLEMONT, CONTINUE WEST ON THE HIGHWAY FOR 2.2 MILES TO A
 FQ0286'FENCE CORNER ON THE LEFT, TURN LEFT, SOUTH, ON THE WEST SIDE
 FQ0286'OF THE FENCE AND PICK YOUR WAY UPHILL ACROSS COUNTRY FOR 0.3
 FQ0286'MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0286'
 FQ0286'THE STATION MARK, STAMPED CINDA 1958, IS A STANDARD DISK WELDED
 FQ0286'TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 2 INCHES.  IT IS 47
 FQ0286'FEET NORTH OF THE SOUTH EDGE OF THE HILL AND ABOUT 10 FEET BELOW
 FQ0286'ITS HIGHEST POINT.
 FQ0286'
 FQ0286'REFERENCE MARK NO. 1, STAMPED CINDA NO 1 1958, IS A STANDARD
 FQ0286'DISK WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 FQ0286'4 INCHES AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 FQ0286'
 FQ0286'REFERENCE MARK NO. 2, STAMPED CINDA NO 2 1958, IS A STANDARD
 FQ0286'DISK WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT IS FLUSH WITH
 FQ0286'THE SURFACE OF THE GROUND AND ON THE SAME ELEVATION AS THE
 FQ0286'STATION.
 FQ0286
 FQ0286                          STATION RECOVERY (1958)
 FQ0286
 FQ0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0286'13.9 MI W FROM FLAGSTAFF.
 FQ0286'13.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0286'RAILROAD DEPOT IN FLAGSTAFF, THIS IS 2.7 MILES WEST OF THE MAIN
 FQ0286'ENTRANCE TO THE NAVAJO ORDNANCE DEPOT, TO A FENCE CORNER ON THE LEFT,
 FQ0286'TURN LEFT AND GO SOUTH ON THE WEST SIDE OF THE FENCE ACROSS COUNTRY
 FQ0286'FOR 0.3 MILE TO THE TOP OF THE HILL, 47 FEET NORTH OF THE SOUTH EDGE
 FQ0286'OF THE HILL, ABOUT 10 FEET BELOW ITS HIGHEST POINT AND WELDED TO THE
 FQ0286'TOP OF A 3 INCH IRON PIPE THAT PROJECTS 3 INCHES.
 FQ0286
 FQ0286                          STATION RECOVERY (1962)
 FQ0286
 FQ0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FQ0286'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION
 FQ0286'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 FQ0286'AND DIRECTION TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 FQ0286'
 FQ0286'THE ORIGINAL DESCRIPTION AND TO REACH THE STATION IS ADEQUATE.
 FQ0286'
 FQ0286'THIS STATION WAS RECOVERED AND INVESTIGATED AS IT WAS REPORTED
 FQ0286'TO BE IN DANGER OF HIGHWAY CONSTRUCTION.  THIS WAS FOUND TO
 FQ0286'BE UNTRUE.
 FQ0286
 FQ0286                          STATION RECOVERY (1965)
 FQ0286
 FQ0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FQ0286'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FQ0286'IN GOOD CONDITION.  THE DESCRIPTION ON HOW TO REACH THE STATION
 FQ0286'WAS FOUND TO BE COMPLETELY ADEQUAT
 FQ0286
 FQ0286                          STATION RECOVERY (1965)
 FQ0286
 FQ0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0286'RECOVERED IN GOOD CONDITION.
 FQ0286
 FQ0286                          STATION RECOVERY (1971)
 FQ0286
 FQ0286'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0286'GENERAL LOCATION ALONG INT. 40, BETWEEN WILLIAMS AND
 FQ0286'FLAGSTAFF.  TO REACH FROM MILEPOST 182, INT. 40, EASTERLY ON
 FQ0286'THE INT. FOR 0.35 MILES TO A CINDER HILL ON THE RIGHT BETWEEN
 FQ0286'THE INT. AND THE RAILROAD.  PACK SOUTH ABOUT 600 FT AND TO THE
 FQ0286'STATION.  THE STATION IS A STANDARD USC AND GS TRIANGULATION
 FQ0286'BRASS CAP, MOUNTED ON A 3 IN PIPE, UP 0.1 FT, LOCATED A LITTLE
 FQ0286'BELOW THE CREST OF A HILL, ABOUT 5 FT NORTH OF A USC AND GS
 FQ0286'WITNESS POST, AND STAMPED, CINDA 1958.  R.M. 1 IS A STANDARD
 FQ0286'USC AND GS REFERENCE MARK BRASS CAP, LOCATED ABOUT 28 FT
 FQ0286'SOUTHWEST OF THE MAIN STATION, SET ON A 3 IN PIPE, UP ABOUT 0.4
 FQ0286'FT, STAMPED, CINDA NO 1 1958.  R.M. 2 IS A STANDARD USC
 FQ0286'AND GS REFERENCE MARK BRASS CAP, SET ON A 3 IN PIPE, UP
 FQ0286'0.3 FT, LOCATED ABOUT 25 FT NORTHWEST OF THE STATION, AND
 FQ0286'STAMPED, CINDA NO 2 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0287 ***********************************************************************
 FQ0287  DESIGNATION -  CINDA RM 1
 FQ0287  PID         -  FQ0287
 FQ0287  STATE/COUNTY-  AZ/COCONINO
 FQ0287  USGS QUAD   -  BELLEMONT (1980)
 FQ0287
 FQ0287                         *CURRENT SURVEY CONTROL
 FQ0287  ___________________________________________________________________
 FQ0287* NAD 83(1986)-  35 14 45.     (N)    111 52 17.     (W)     SCALED    
 FQ0287* NAVD 88     -      2250.684  (meters)    7384.12   (feet)  ADJUSTED  
 FQ0287  ___________________________________________________________________
 FQ0287  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0287  DYNAMIC HT  -        2247.487 (meters)    7373.63  (feet)  COMP
 FQ0287  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FQ0287
 FQ0287  VERT ORDER  -  SECOND    CLASS 0
 FQ0287
 FQ0287.The horizontal coordinates were scaled from a topographic map and have
 FQ0287.an estimated accuracy of +/- 6 seconds.
 FQ0287
 FQ0287.The orthometric height was determined by differential leveling
 FQ0287.and adjusted in June 1991.
 FQ0287
 FQ0287.The geoid height was determined by GEOID03.
 FQ0287
 FQ0287.The dynamic height is computed by dividing the NAVD 88
 FQ0287.geopotential number by the normal gravity value computed on the
 FQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0287.degrees latitude (g = 980.6199 gals.).
 FQ0287
 FQ0287.The modeled gravity was interpolated from observed gravity values.
 FQ0287
 FQ0287;                    North         East    Units  Estimated Accuracy
 FQ0287;SPC AZ C     -   470,850.      217,480.      MT  (+/- 180 meters Scaled)
 FQ0287
 FQ0287                          SUPERSEDED SURVEY CONTROL
 FQ0287
 FQ0287  NGVD 29 (??/??/92) 2249.662  (m)         7380.77   (f) ADJ UNCH    2 0
 FQ0287
 FQ0287.Superseded values are not recommended for survey control.
 FQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0287.See file dsdata.txt to determine how the superseded data were derived.
 FQ0287
 FQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE207006(NAD 83)
 FQ0287_MARKER: DR = REFERENCE MARK DISK
 FQ0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0287_STAMPING: CINDA NO 1 1958
 FQ0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0287
 FQ0287  HISTORY     - Date     Condition        Report By
 FQ0287  HISTORY     - 1958     MONUMENTED       CGS
 FQ0287
 FQ0287                          STATION DESCRIPTION
 FQ0287
 FQ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0287'13.9 MI W FROM FLAGSTAFF.
 FQ0287'13.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0287'RAILROAD DEPOT IN FLAGSTAFF, THIS IS 2.7 MILES WEST OF THE MAIN
 FQ0287'ENTRANCE TO THE NAVAJO ORDNANCE DEPOT, TO A FENCE CORNER ON THE LEFT,
 FQ0287'TURN LEFT AND GO SOUTH ON THE WEST SIDE OF THE FENCE ACROSS COUNTRY
 FQ0287'FOR 0.3 MILE TO THE TOP OF THE HILL, ABOUT 6 FEET BELOW THE HIGHEST
 FQ0287'POINT AND WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 4
 FQ0287'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0288 ***********************************************************************
 FQ0288  DESIGNATION -  CINDA RM 2
 FQ0288  PID         -  FQ0288
 FQ0288  STATE/COUNTY-  AZ/COCONINO
 FQ0288  USGS QUAD   -  BELLEMONT (1980)
 FQ0288
 FQ0288                         *CURRENT SURVEY CONTROL
 FQ0288  ___________________________________________________________________
 FQ0288* NAD 83(1986)-  35 14 45.     (N)    111 52 17.     (W)     SCALED    
 FQ0288* NAVD 88     -      2249.186  (meters)    7379.20   (feet)  ADJUSTED  
 FQ0288  ___________________________________________________________________
 FQ0288  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0288  DYNAMIC HT  -        2245.991 (meters)    7368.72  (feet)  COMP
 FQ0288  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FQ0288
 FQ0288  VERT ORDER  -  SECOND    CLASS 0
 FQ0288
 FQ0288.The horizontal coordinates were scaled from a topographic map and have
 FQ0288.an estimated accuracy of +/- 6 seconds.
 FQ0288
 FQ0288.The orthometric height was determined by differential leveling
 FQ0288.and adjusted in June 1991.
 FQ0288
 FQ0288.The geoid height was determined by GEOID03.
 FQ0288
 FQ0288.The dynamic height is computed by dividing the NAVD 88
 FQ0288.geopotential number by the normal gravity value computed on the
 FQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0288.degrees latitude (g = 980.6199 gals.).
 FQ0288
 FQ0288.The modeled gravity was interpolated from observed gravity values.
 FQ0288
 FQ0288;                    North         East    Units  Estimated Accuracy
 FQ0288;SPC AZ C     -   470,850.      217,480.      MT  (+/- 180 meters Scaled)
 FQ0288
 FQ0288                          SUPERSEDED SURVEY CONTROL
 FQ0288
 FQ0288  NGVD 29 (??/??/92) 2248.163  (m)         7375.85   (f) ADJ UNCH    2 0
 FQ0288
 FQ0288.Superseded values are not recommended for survey control.
 FQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0288.See file dsdata.txt to determine how the superseded data were derived.
 FQ0288
 FQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE207006(NAD 83)
 FQ0288_MARKER: DR = REFERENCE MARK DISK
 FQ0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0288_STAMPING: CINDA NO 2 1958
 FQ0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0288
 FQ0288  HISTORY     - Date     Condition        Report By
 FQ0288  HISTORY     - 1958     MONUMENTED       CGS
 FQ0288
 FQ0288                          STATION DESCRIPTION
 FQ0288
 FQ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0288'13.9 MI W FROM FLAGSTAFF.
 FQ0288'13.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0288'RAILROAD DEPOT IN FLAGSTAFF, THIS IS 2.7 MILES WEST OF THE MAIN
 FQ0288'ENTRANCE TO THE NAVAJO CRDNANCE DEPOT, TO A FENCE CORNER ON THE LEFT,
 FQ0288'TURN LEFT AND GO SOUTH ON THE WEST SIDE OF THE FENCE ACROSS COUNTRY
 FQ0288'FOR 0.3 MILE TO THE TOP OF THE HILL, ABOUT 10 FEET BELOW THE HIGHEST
 FQ0288'POINT AND WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT IS FLUSH WITH
 FQ0288'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0632 ***********************************************************************
 FQ0632  DESIGNATION -  CINDER
 FQ0632  PID         -  FQ0632
 FQ0632  STATE/COUNTY-  AZ/COCONINO
 FQ0632  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0632
 FQ0632                         *CURRENT SURVEY CONTROL
 FQ0632  ___________________________________________________________________
 FQ0632* NAD 83(1992)-  35 07 50.41440(N)    111 37 18.69035(W)     ADJUSTED  
 FQ0632* NAVD 88     -      2129.     (meters)    6985.     (feet)  SCALED    
 FQ0632  ___________________________________________________________________
 FQ0632  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FQ0632  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0632  HORZ ORDER  -  SECOND
 FQ0632
 FQ0632.The horizontal coordinates were established by classical geodetic methods
 FQ0632.and adjusted by the National Geodetic Survey in August 1993.
 FQ0632
 FQ0632.The orthometric height was scaled from a topographic map.
 FQ0632
 FQ0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0632
 FQ0632.The geoid height was determined by GEOID03.
 FQ0632
 FQ0632;                    North         East     Units Scale Factor Converg.
 FQ0632;SPC AZ C     -   458,109.377   240,227.004   MT  0.99990889   +0 10 10.7
 FQ0632;SPC AZ C     - 1,502,983.52    788,146.34   iFT  0.99990889   +0 10 10.7
 FQ0632;UTM  12      - 3,887,711.028   443,344.368   MT  0.99963956   -0 21 28.3
 FQ0632
 FQ0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0632!SPC AZ C     -   0.99966958  x   0.99990889  =   0.99957850
 FQ0632!UTM  12      -   0.99966958  x   0.99963956  =   0.99930926
 FQ0632
 FQ0632|---------------------------------------------------------------------|
 FQ0632| PID    Reference Object                     Distance      Geod. Az  |
 FQ0632|                                                           dddmmss.s |
 FQ0632| CH2917 CINDER RM 2                          29.971 METERS 12907     |
 FQ0632| FQ0330 PORTAL                              APPROX. 5.7 KM 2801944.2 |
 FQ0632| CH2915 CINDER AZ MK                                       2991440.3 |
 FQ0632| CH2916 CINDER RM 1                          29.523 METERS 34510     |
 FQ0632|---------------------------------------------------------------------|
 FQ0632
 FQ0632                          SUPERSEDED SURVEY CONTROL
 FQ0632
 FQ0632  NAD 83(1986)-  35 07 50.41208(N)    111 37 18.68920(W) AD(       ) 2
 FQ0632  NAD 27      -  35 07 50.36150(N)    111 37 16.10390(W) AD(       ) 2
 FQ0632
 FQ0632.Superseded values are not recommended for survey control.
 FQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0632.See file dsdata.txt to determine how the superseded data were derived.
 FQ0632
 FQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4334487711(NAD 83)
 FQ0632_MARKER: DD = SURVEY DISK
 FQ0632_SETTING: 80 = SET IN A BOULDER
 FQ0632_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0632
 FQ0632  HISTORY     - Date     Condition        Report By
 FQ0632  HISTORY     - 1959     MONUMENTED       USFS
 FQ0632  HISTORY     - 1974     GOOD             NGS
 FQ0632
 FQ0632                          STATION DESCRIPTION
 FQ0632
 FQ0632'DESCRIBED BY US FOREST SERVICE 1959 (SLH)
 FQ0632'THE STATION IS ON A TREE COVERED KNOLL ABOUT 4 MILES SOUTH OF
 FQ0632'FLAGSTAFF, ABOUT 2 MILES WEST OF THE WEST END OF LAKE MARY AND
 FQ0632'JUST SOUTH OF AN OLD ROCK QUARRY.
 FQ0632'
 FQ0632'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FLAGSTAFF GO
 FQ0632'SOUTHWESTERLY ON U.S. HIGHWAYS 66 AND 89 FOR 0.7 MILE TO THE
 FQ0632'JUNCTION OF U.S. HIGHWAYS 66, 89 AND 89A IN THE SOUTHWEST PART
 FQ0632'OF FLAGSTAFF.  FOLLOW 89A SOUTH, TOWARD OAK CREEK CANYON, FOR
 FQ0632'1.5 MILES TO A Y FORK, TAKE LEFT FORK SOUTHEAST FOR 3.9 MILES
 FQ0632'TO A SIDE ROAD RIGHT.  TURN RIGHT PASSING THRU WIRE GATE, THEN
 FQ0632'TURN RIGHT AGAIN AND FOLLOW OLD ROAD WESTERLY ALONG THE SOUTH
 FQ0632'SIDE OF THE FENCE FOR 0.05 MILE TO THE END OF THE OLD ROAD.
 FQ0632'HERE FOLLOW THE TRACK ROAD SOUTHWEST AND SOUTH AROUND THE WEST
 FQ0632'END OF THE OLD ROCK QUARRY FOR 0.2 MILE TO A SMALL SADDLE,
 FQ0632'THE AZIMUTH MARK IS 285 FEET WEST OF THIS POINT.
 FQ0632'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.1 MILE, HERE THE
 FQ0632'TRACK ROAD VEERS TO THE EAST AND NORTH FOR 0.2 MILE TO THE
 FQ0632'STATION AND REFERENCE MARKS.
 FQ0632'
 FQ0632'THE STATION MARK, A STANDARD U.S. FOREST SERVICE DISK CEMENTED
 FQ0632'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES, IS 53
 FQ0632'FEET SOUTHWEST OF A TREE WITH A TRIANGLE BLAZE AND 40 FEET
 FQ0632'SOUTH OF THE SUMMIT OF THE KNOLL.  IT IS STAMPED CINDER.
 FQ0632'
 FQ0632'REFERENCE MARK NO. 1 IS 24 FEET NORTHWEST OF A TREE WITH A
 FQ0632'TRIANGLE BLAZE.  ROJECTS 3 INCHES AND IS STAMPED CINDER
 FQ0632'R.M. 1 USFS 1959.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED
 FQ0632'IN A DRILL HOLE IN A BOULDER.
 FQ0632'
 FQ0632'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF A TREE WITH A TRIANGLE
 FQ0632'BLAZE.  THE BOULDER PROJECTS 18 INCHES AND THE DISK IS STAMPED
 FQ0632'CINDER R.M. 2 USFS 1959.  IT IS A STANDARD REFERENCE MARK DISK
 FQ0632'CEMENTED IN A DRILL HOLE IN A BOULDER.
 FQ0632'
 FQ0632'THE AZIMUTH MARK IS 285 FEET WEST OF THE CENTER OF A TRACK ROAD
 FQ0632'AND 60 FEET NORTHWEST OF A TREE WITH A TRIANGLE BLAZE.  IT IS
 FQ0632'SET FLUSH AND IS STAMPED CINDER 1959 USFS.  IT IS A STANDARD
 FQ0632'AZIMUTH MARK DISK CEMENTED IN THE TOP OF A CONCRETE POST THAT
 FQ0632'IS 12 INCHES SQUARE AT THE TOP.
 FQ0632
 FQ0632                          STATION RECOVERY (1974)
 FQ0632
 FQ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0632'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0632'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0632'REFERENCE MARKS CHECK ABOUT 1 MINUTE EACH.  THE DISTANCE TO
 FQ0632'R.M. 1 CHECKS 0.015 METER AND R.M. 2 CHECKS 0.001 METER.  THE
 FQ0632'AZIMUTH MARK WAS NOT RECOVERED.
 FQ0632'
 FQ0632'TO REACH THE STATION FROM 4TH STREET AND U.S. HIGHWAYS 66 AND
 FQ0632'89 IN EAST FLAGSTAFF GO NORTH ALONG U.S. 89 FOR 13.9 MILE TO
 FQ0632'SUNSET CRATER ROAD ON THE RIGHT.  CONTINUE NORTH FOR 11.8 MILES
 FQ0632'TO A SIDE ROAD ON THE LEFT JUST NORTH OF GEM CITY INDIAN
 FQ0632'VILLAGE.  TURN LEFT ON DIRT ROAD LEADING WEST AND SOUTHWEST FOR
 FQ0632'1.1 MILES TO A POWER LINE ROAD LEADING SOUTH.  TURN LEFT 0.25
 FQ0632'MILE TO A DIRT TRACK LEFT.  TURN LEFT AND GO EAST FOR 0.25 MILE
 FQ0632'TO STATION.
 FQ0632'
 FQ0632'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0632'
 FQ0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23-1/2 MILES
 FQ0632'NORTH
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0700 ***********************************************************************
 FQ0700  DESIGNATION -  CINDER
 FQ0700  PID         -  FQ0700
 FQ0700  STATE/COUNTY-  AZ/COCONINO
 FQ0700  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0700
 FQ0700                         *CURRENT SURVEY CONTROL
 FQ0700  ___________________________________________________________________
 FQ0700* NAD 83(1992)-  35 31 20.89718(N)    111 32 45.11041(W)     ADJUSTED  
 FQ0700* NAVD 88     -      1842.81   (+/-2cm)    6046.0    (feet)  VERTCON   
 FQ0700  ___________________________________________________________________
 FQ0700  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 FQ0700  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0700  HORZ ORDER  -  SECOND
 FQ0700  VERT ORDER  -  THIRD ? (See Below)
 FQ0700
 FQ0700.The horizontal coordinates were established by classical geodetic methods
 FQ0700.and adjusted by the National Geodetic Survey in August 1993.
 FQ0700
 FQ0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0700.The vertical order pertains to the NGVD 29 superseded value.
 FQ0700
 FQ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0700
 FQ0700.The geoid height was determined by GEOID03.
 FQ0700
 FQ0700;                    North         East     Units Scale Factor Converg.
 FQ0700;SPC AZ C     -   501,597.435   246,990.041   MT  0.99991393   +0 12 55.6
 FQ0700;SPC AZ C     - 1,645,660.88    810,334.78   iFT  0.99991393   +0 12 55.6
 FQ0700;UTM  12      - 3,931,122.649   450,507.448   MT  0.99963018   -0 19 01.8
 FQ0700
 FQ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0700!SPC AZ C     -   0.99971448  x   0.99991393  =   0.99962844
 FQ0700!UTM  12      -   0.99971448  x   0.99963018  =   0.99934477
 FQ0700
 FQ0700:                Primary Azimuth Mark                     Grid Az
 FQ0700:SPC AZ C     -  SHADOW                                   007 59 36.4
 FQ0700:UTM  12      -  SHADOW                                   008 31 33.8
 FQ0700
 FQ0700|---------------------------------------------------------------------|
 FQ0700| PID    Reference Object                     Distance      Geod. Az  |
 FQ0700|                                                           dddmmss.s |
 FQ0700| FQ0587 SHADOW                              APPROX.51.7 KM 0081232.0 |
 FQ0700| CH2910 CINDER AZ MK                                       0171531.2 |
 FQ0700| CH2911 CINDER RM 1                           7.448 METERS 15901     |
 FQ0700| FQ0611 DEADMAN LOOKOUT TOWER               APPROX.11.7 KM 2152736.1 |
 FQ0700| CH2912 CINDER RM 2                           5.995 METERS 26126     |
 FQ0700|---------------------------------------------------------------------|
 FQ0700
 FQ0700                          SUPERSEDED SURVEY CONTROL
 FQ0700
 FQ0700  NAD 83(1986)-  35 31 20.89554(N)    111 32 45.10734(W) AD(       ) 2
 FQ0700  NAD 27      -  35 31 20.87952(N)    111 32 42.54914(W) AD(       ) 2
 FQ0700  NGVD 29 (07/19/86) 1841.91   (m)         6043.0    (f) LEVELING    3  
 FQ0700
 FQ0700.Superseded values are not recommended for survey control.
 FQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0700.See file dsdata.txt to determine how the superseded data were derived.
 FQ0700
 FQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5050731123(NAD 83)
 FQ0700_MARKER: DS = TRIANGULATION STATION DISK
 FQ0700_SETTING: 80 = SET IN A BOULDER
 FQ0700_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0700
 FQ0700  HISTORY     - Date     Condition        Report By
 FQ0700  HISTORY     - 1936     MONUMENTED       CGS
 FQ0700  HISTORY     - 1959     GOOD             USGS
 FQ0700  HISTORY     - 1965     GOOD             USGS
 FQ0700  HISTORY     - 1967     GOOD             CGS
 FQ0700  HISTORY     - 1968     GOOD             AMS
 FQ0700  HISTORY     - 1969     GOOD             USGS
 FQ0700  HISTORY     - 1972     GOOD             AZHD
 FQ0700  HISTORY     - 1974     GOOD             NGS
 FQ0700  HISTORY     - 1976     GOOD             NGS
 FQ0700
 FQ0700                          STATION DESCRIPTION
 FQ0700
 FQ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0700'STATION IS LOCATED ON A KNOLL AT THE NORTHEAST END OF A MESA,
 FQ0700'ABOUT 200 YARDS WEST OF U.S. HIGHWAY 89 AND IS 1 MILE SOUTH
 FQ0700'BY ROAD FROM THE LARGE RED RAIL CATTLE GUARD ACROSS THE
 FQ0700'HIGHWAY AT THE NORTH BOUNDARY OF THE COCONINO NATIONAL FOREST.
 FQ0700'
 FQ0700'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89, 6
 FQ0700'MILES EAST OF FLAGSTAFF, GO NORTH ON HIGHWAY 89 FOR 13.9 MILES
 FQ0700'TO RED RAIL CATTLE GUARD ACROSS GRADED ROAD ON LEFT.  CONTINUE
 FQ0700'NORTH ON HIGHWAY 89 FOR 2.4 MILES TO RED RAIL CATTLE GUARD
 FQ0700'ACROSS HIGHWAY.  CONTINUE NORTH ON HIGHWAY 89 FOR 4.4 MILES
 FQ0700'TO FOOT OF HILL WHERE ROAD LEVELS OFF TO NORTH ON A LONG
 FQ0700'TANGENT AND SIDE TRACK ROAD TO RIGHT.  CONTINUE NORTH FOR 0.1
 FQ0700'MILE TO U.S. 89 SIGN ON WEST OF HIGHWAY.  STATION IS ABOUT
 FQ0700'200 YARDS WEST OF THIS POINT ON NORTHEAST END OF MESA.  BY
 FQ0700'TRAVELING NORTH ON SLOPE OF MESA AND THEN SOUTH, TRUCK MAY
 FQ0700'BE DRIVEN TO STATION, IF NOT IT IS A 10-MINUTE PACK FROM THE
 FQ0700'HIGHWAY.  (AT THIS DATE HIGHWAY IS BEING REROUTED BUT
 FQ0700'WILL NOT OFFER CONFUSION IN REACHING STATION AS
 FQ0700'DESCRIBED).
 FQ0700'
 FQ0700'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.
 FQ0700'
 FQ0700'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND SET IN A
 FQ0700'BURIED LAVA BOULDER.
 FQ0700'
 FQ0700'STATION MARK, IS SET IN A BURIED LAVA BOULDER FLUSH
 FQ0700'WITH THE GROUND.  MAY BECOME COVERED WITH CINDERS.
 FQ0700'
 FQ0700'AZIMUTH MARK IS SET IN THE SOUTH WINGWALL OF A CONCRETE
 FQ0700'CULVERT 25 FEET EAST OF U.S. HIGHWAY 89.  (CULVERT IS BENEATH
 FQ0700'DIRT ROAD LEADING AND AT ENTRANCE TO WUPATKI NATIONAL MONUMENT.)
 FQ0700'IT IS IN THE WEST END OF THE WINGWALL AND IS AN ARIZONA HIGHWAY
 FQ0700'DEPARTMENT, BENCH MARK STAMPED 5730.91 35 1157 - 81.
 FQ0700'
 FQ0700'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FQ0700
 FQ0700                          STATION RECOVERY (1959)
 FQ0700
 FQ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FQ0700'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0700'AGREE WITH NGS.
 FQ0700
 FQ0700                          STATION RECOVERY (1965)
 FQ0700
 FQ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0700'RECOVERED IN GOOD CONDITION.
 FQ0700
 FQ0700                          STATION RECOVERY (1967)
 FQ0700
 FQ0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FQ0700'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN
 FQ0700'GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE LOCATED.  IT
 FQ0700'IS BELIEVED THAT THE MARK WAS BURIED BY FILL ALONG THE HIGHWAY
 FQ0700'SHOULDER.
 FQ0700'
 FQ0700'A NEW TO REACH FOLLOWS.  FROM THE INTERSECTION OF U.S. HIGHWAYS
 FQ0700'66 AND 89, 6 MILES EAST OF FLAGSTAFF, GO NORTH ON HWY. 89.
 FQ0700'AT 17.7 MILES PASS THE SACRED MOUNTAIN TRADING POST ON THE
 FQ0700'LEFT (WEST) SIDE OF THE HIGHWAY.  CONTINUE NORTH ON HWY. 89
 FQ0700'FOR 5.9 MILES TO A GATE ON THE LEFT SIDE OF THE HIGHWAY
 FQ0700'(WEST).  THE GATE LEADS TO THE 345 KV TRANSMISSION TOWERS 467.
 FQ0700'THE ANTELOPE HILLS RESTAURANT AND MOTEL IS ON THE EAST SIDE
 FQ0700'OF THE HIGHWAY.  FOLLOW THE GRADED ROAD SOUTH 1.1 MILES TO A
 FQ0700'LINE OF TELEPHONE POLES AND A TRACK ROAD ON THE LEFT.  FOLLOW
 FQ0700'THE TRACK ROAD SOUTHEASTERLY TO THE TOP OF THE MESA 0.5
 FQ0700'MILES.  THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 FQ0700'MESA.
 FQ0700
 FQ0700                          STATION RECOVERY (1968)
 FQ0700
 FQ0700'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 FQ0700'STATION, R.M. NO 1 AND R.M. NO 2 WERE RECOVERED
 FQ0700'
 FQ0700'THE AZIMUTH MARK COULD NOT BE FOUND, BELIEVED DESTROYED BY
 FQ0700'ROAD CONSTRUCTION
 FQ0700
 FQ0700                          STATION RECOVERY (1969)
 FQ0700
 FQ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0700'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 FQ0700
 FQ0700                          STATION RECOVERY (1972)
 FQ0700
 FQ0700'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 FQ0700'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0700'
 FQ0700'TO REACH AS PER DESCRIPTION.
 FQ0700'
 FQ0700'STATION MARK AS PER DESCRIPTION.
 FQ0700'
 FQ0700'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 FQ0700'
 FQ0700'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0700
 FQ0700                          STATION RECOVERY (1974)
 FQ0700
 FQ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0700'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0700'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0700'REFERENCE MARKS CHECK ABOUT 1 MINUTE EACH.  THE DISTANCE TO RM 1
 FQ0700'CHECKS 0.015 METER AND RM 2 CHECKS 0.001 METER.  THE AZIMUTH MARK
 FQ0700'WAS NOT RECOVERED.
 FQ0700'
 FQ0700'TO REACH THE STATION FROM 4TH STREET AND U.S. HIGHWAYS 66 AND
 FQ0700'89 IN EAST FLAGSTAFF GO NORTH ALONG U.S. 89 FOR 13.9 MILE TO SUNSET
 FQ0700'CRATER ROAD ON THE RIGHT.  CONTINUE NORTH FOR 11.8 MILES TO
 FQ0700'A SIDE ROAD ON THE LEFT JUST NORTH OF GEM CITY INDIAN
 FQ0700'VILLAGTURN LEFT ON DIRT ROAD LEADING WEST AND SOUTHWEST FOR
 FQ0700'1.1 MILES TO A POWER LINE ROAD LEADING SOUTH.  TURN LEFT 0.25
 FQ0700'MILE TO A DIRT TRACK LEFT.  TURN LEFT AND GO EAST FOR 0.25 MILE
 FQ0700'TO STATION.
 FQ0700'
 FQ0700'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0700'
 FQ0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0700'23-1/2 MILES NORTH.
 FQ0700
 FQ0700                          STATION RECOVERY (1976)
 FQ0700
 FQ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FQ0700'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0700'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO REFERENCE
 FQ0700'MARKS CHECKED WITHIN 1 MINUTE AND DISTANCE CHECK FLAT.
 FQ0700'
 FQ0700'THE STATION IS SET ATOP A GRASSY CINDER KNOLL WITH A FEW SPARSE
 FQ0700'CEDAR TREES AND AT NORTH END OF HILLS.
 FQ0700'
 FQ0700'THE 1974 TO REACH DESCRIPTION IS ADEQUATE.
 FQ0700'
 FQ0700'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0700'
 FQ0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0700'23-1/2 MILES NORTH OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0868 ***********************************************************************
 FR0868  DESIGNATION -  CINDER
 FR0868  PID         -  FR0868
 FR0868  STATE/COUNTY-  AZ/COCONINO
 FR0868  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0868
 FR0868                         *CURRENT SURVEY CONTROL
 FR0868  ___________________________________________________________________
 FR0868* NAD 83(1992)-  35 20 54.09502(N)    112 09 59.13137(W)     ADJUSTED  
 FR0868* NAVD 88     -      2027.8    (meters)    6653.     (feet)  VERTCON   
 FR0868  ___________________________________________________________________
 FR0868  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 FR0868  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FR0868  HORZ ORDER  -  SECOND
 FR0868
 FR0868.The horizontal coordinates were established by classical geodetic methods
 FR0868.and adjusted by the National Geodetic Survey in August 1993.
 FR0868
 FR0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0868
 FR0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0868
 FR0868.The geoid height was determined by GEOID03.
 FR0868
 FR0868;                    North         East     Units Scale Factor Converg.
 FR0868;SPC AZ C     -   482,247.318   190,659.281   MT  0.99990635   -0 08 40.2
 FR0868;SPC AZ C     - 1,582,176.24    625,522.58   iFT  0.99990635   -0 08 40.2
 FR0868;UTM  12      - 3,912,300.159   394,012.379   MT  0.99973843   -0 40 29.6
 FR0868
 FR0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0868!SPC AZ C     -   0.99968552  x   0.99990635  =   0.99959190
 FR0868!UTM  12      -   0.99968552  x   0.99973843  =   0.99942403
 FR0868
 FR0868:                Primary Azimuth Mark                     Grid Az
 FR0868:SPC AZ C     -  RUINS                                    001 43 46.0
 FR0868:UTM  12      -  RUINS                                    002 15 35.4
 FR0868
 FR0868|---------------------------------------------------------------------|
 FR0868| PID    Reference Object                     Distance      Geod. Az  |
 FR0868|                                                           dddmmss.s |
 FR0868| FR0871 RUINS                               APPROX. 5.9 KM 0013505.8 |
 FR0868| CH2914 CINDER RM 2                          13.138 METERS 17658     |
 FR0868| CH2913 CINDER RM 1                          13.459 METERS 35855     |
 FR0868|---------------------------------------------------------------------|
 FR0868
 FR0868                          SUPERSEDED SURVEY CONTROL
 FR0868
 FR0868  NAD 83(1986)-  35 20 54.09290(N)    112 09 59.12702(W) AD(       ) 2
 FR0868  NAD 27      -  35 20 54.06241(N)    112 09 56.52683(W) AD(       ) 2
 FR0868  NGVD 29 (07/19/86) 2026.8    (m)         6650.     (f) VERT ANG    3  
 FR0868
 FR0868.Superseded values are not recommended for survey control.
 FR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0868.See file dsdata.txt to determine how the superseded data were derived.
 FR0868
 FR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9401212300(NAD 83)
 FR0868_MARKER: DD = SURVEY DISK
 FR0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0868+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 FR0868
 FR0868  HISTORY     - Date     Condition        Report By
 FR0868  HISTORY     - 1975     MONUMENTED       AZDT
 FR0868  HISTORY     - 20000715 GOOD             AZDT
 FR0868  HISTORY     - 20011127 GOOD             INDIV
 FR0868
 FR0868                          STATION DESCRIPTION
 FR0868
 FR0868'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0868'THE STATION IS ABOUT 6.9 MILES NORTH OF WILLIAMS IN THE EAST
 FR0868'RIGHT-OF-WAY OF ARIZONA ROUTE 64.
 FR0868'
 FR0868'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CINDERS 1975
 FR0868'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 95 FEET
 FR0868'EAST OF HIGHWAY 64 CENTERLINE, 5 FEET WEST OF RIGHT-OF-WAY FENCE
 FR0868'AND 2.8 FEET WEST OF A WITNESS POST AND SIGN.
 FR0868'
 FR0868'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED CINDER
 FR0868'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4
 FR0868'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND IS 43 FEET SOUTH OF
 FR0868'WITNESS POST.
 FR0868'
 FR0868'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED CINDER
 FR0868'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 44
 FR0868'FEET NORTH OF WITNESS POST AND 4 FEET WEST OF THE EAST
 FR0868'RIGHT-OF-WAY FENCE.
 FR0868'
 FR0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE ROUTE
 FR0868'64, 2 MILES EAST OF WILLIAMS, GO NORTH ON STATE ROUTE 64 TO MILE
 FR0868'POST 191.97 AND TO THE STATION IN THE EAST RIGHT-OF-WAY.
 FR0868'
 FR0868'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0868
 FR0868                          STATION RECOVERY (2000)
 FR0868
 FR0868'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0868'RECOVERED IN GOOD CONDITION.
 FR0868
 FR0868                          STATION RECOVERY (2001)
 FR0868
 FR0868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 FR0868'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1271 ***********************************************************************
 DA1271  DESIGNATION -  CINDER
 DA1271  PID         -  DA1271
 DA1271  STATE/COUNTY-  AZ/MARICOPA
 DA1271  USGS QUAD   -  SENTINEL SE (1986)
 DA1271
 DA1271                         *CURRENT SURVEY CONTROL
 DA1271  ___________________________________________________________________
 DA1271* NAD 83(1992)-  32 47 28.34395(N)    113 01 03.45386(W)     ADJUSTED  
 DA1271* NAVD 88     -       299.9    (meters)     984.     (feet)  VERTCON   
 DA1271  ___________________________________________________________________
 DA1271  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DA1271  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1271  HORZ ORDER  -  THIRD
 DA1271
 DA1271.The horizontal coordinates were established by classical geodetic methods
 DA1271.and adjusted by the National Geodetic Survey in August 1993.
 DA1271
 DA1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1271
 DA1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1271
 DA1271.The geoid height was determined by GEOID03.
 DA1271
 DA1271;                    North         East     Units Scale Factor Converg.
 DA1271;SPC AZ C     -   199,134.751   110,237.818   MT  1.00003108   -0 35 46.7
 DA1271;SPC AZ C     -   653,329.24    361,672.63   iFT  1.00003108   -0 35 46.7
 DA1271;UTM  12      - 3,629,942.572   311,062.829   MT  1.00004018   -1 05 34.9
 DA1271
 DA1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1271!SPC AZ C     -   0.99995788  x   1.00003108  =   0.99998896
 DA1271!UTM  12      -   0.99995788  x   1.00004018  =   0.99999806
 DA1271
 DA1271:                Primary Azimuth Mark                     Grid Az
 DA1271:SPC AZ C     -  CORNEZ                                   205 27 49.0
 DA1271:UTM  12      -  CORNEZ                                   205 57 37.2
 DA1271
 DA1271|---------------------------------------------------------------------|
 DA1271| PID    Reference Object                     Distance      Geod. Az  |
 DA1271|                                                           dddmmss.s |
 DA1271| DA1273 CORNEZ                              APPROX.20.1 KM 2045202.3 |
 DA1271|---------------------------------------------------------------------|
 DA1271
 DA1271                          SUPERSEDED SURVEY CONTROL
 DA1271
 DA1271  NAD 83(1986)-  32 47 28.33479(N)    113 01 03.45745(W) AD(       ) 3
 DA1271  NGVD 29 (06/20/88)  299.3    (m)          982.     (f) VERT ANG    3  
 DA1271
 DA1271.Superseded values are not recommended for survey control.
 DA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1271.See file dsdata.txt to determine how the superseded data were derived.
 DA1271
 DA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1106329943(NAD 83)
 DA1271_MARKER: DS = TRIANGULATION STATION DISK
 DA1271_SETTING: 66 = SET IN ROCK OUTCROP
 DA1271_SP_SET: SET IN BEDROCK
 DA1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1271+STABILITY: POSITION/ELEVATION WELL
 DA1271
 DA1271  HISTORY     - Date     Condition        Report By
 DA1271  HISTORY     - 1948     MONUMENTED       USGS
 DA1271
 DA1271                          STATION DESCRIPTION
 DA1271
 DA1271'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1271'LOCATED ABOUT 13.5 MI W. AND 11.0 MI S. OF GILA BEND.  ON HIGHEST
 DA1271'POINT OF ROCKY TOP.
 DA1271'
 DA1271'TO REACH FROM GILA BEND, DRIVE 6.6 MI S. ON STATE HWY. 86.  TURN
 DA1271'RIGHT FOLLOWING DIRT RD. 2.9 MI WNW. SKIRTING AIRFIELD AROUND
 DA1271'NORTH SIDE.  CONTINUE W. AND SW. 9.2 MI TO ANOTHER AIRFIELD.  CROSS
 DA1271'FIELD AND GO WSW. CROSS-COUNTRY FROM SOUTHWEST CORNER OF LANDING
 DA1271'STRIP 5.0 MI TO BASE OF HILL.  WALK TO TOP AND STATION.
 DA1271'
 DA1271'STATION MARK--STANDARD TABLET STAMPED---CINDER 1948---, CEMENTED IN
 DA1271'BEDROCK UNDER 4-FT CAIRN.
 DA1271'
 DA1271'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BEDROCK.
 DA1271'
 DA1271'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0369 ***********************************************************************
 CF0369  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0369  DESIGNATION -  CINDER
 CF0369  PID         -  CF0369
 CF0369  STATE/COUNTY-  AZ/COCHISE
 CF0369  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0369
 CF0369                         *CURRENT SURVEY CONTROL
 CF0369  ___________________________________________________________________
 CF0369* NAD 83(2007)-  31 32 09.28594(N)    109 17 24.33033(W)     ADJUSTED  
 CF0369* NAVD 88     -      1410.18   (meters)    4626.6    (feet)  GPS OBS   
 CF0369  ___________________________________________________________________
 CF0369  EPOCH DATE  -        2007.00
 CF0369  X           -  -1,797,879.953 (meters)                     COMP
 CF0369  Y           -  -5,136,786.772 (meters)                     COMP
 CF0369  Z           -   3,317,405.094 (meters)                     COMP
 CF0369  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CF0369  ELLIP HEIGHT-        1383.389 (meters)          (02/10/07) ADJUSTED
 CF0369  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CF0369
 CF0369  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0369  Type    PID    Designation                      North   East  Ellip
 CF0369  -------------------------------------------------------------------
 CF0369  NETWORK CF0369 CINDER                            1.23   1.10   2.53
 CF0369  -------------------------------------------------------------------
 CF0369
 CF0369.The horizontal coordinates were established by GPS observations
 CF0369.and adjusted by the National Geodetic Survey in February 2007.
 CF0369
 CF0369.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0369.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0369.The horizontal coordinates are valid at the epoch date displayed above.
 CF0369.The epoch date for horizontal control is a decimal equivalence
 CF0369.of Year/Month/Day.
 CF0369
 CF0369.The orthometric height was determined by GPS observations and a
 CF0369.high-resolution geoid model.
 CF0369.The orthometric height was determined by GPS observations and a
 CF0369.high-resolution geoid model using precise GPS observation and
 CF0369.processing techniques.
 CF0369
 CF0369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0369
 CF0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0369
 CF0369.The ellipsoidal height was determined by GPS observations
 CF0369.and is referenced to NAD 83.
 CF0369
 CF0369.The geoid height was determined by GEOID03.
 CF0369
 CF0369;                    North         East     Units Scale Factor Converg.
 CF0369;SPC AZ E     -    59,745.944   296,597.962   MT  0.99998543   +0 27 30.6
 CF0369;SPC AZ E     -   196,016.88    973,090.43   iFT  0.99998543   +0 27 30.6
 CF0369;UTM  12      - 3,490,264.146   662,329.173   MT  0.99992501   +0 53 40.3
 CF0369
 CF0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0369!SPC AZ E     -   0.99978282  x   0.99998543  =   0.99976825
 CF0369!UTM  12      -   0.99978282  x   0.99992501  =   0.99970785
 CF0369
 CF0369|---------------------------------------------------------------------|
 CF0369| PID    Reference Object                     Distance      Geod. Az  |
 CF0369|                                                           dddmmss.s |
 CF0369| CS5391 CINDER RM 1                           9.140 METERS 14154     |
 CF0369| CS5392 CINDER RM 2                          10.016 METERS 31819     |
 CF0369|---------------------------------------------------------------------|
 CF0369
 CF0369                          SUPERSEDED SURVEY CONTROL
 CF0369
 CF0369  NAD 83(1992)-  31 32 09.28563(N)    109 17 24.32970(W) AD(       ) A
 CF0369  ELLIP H (03/22/05) 1383.407  (m)                       GP(       ) 4 1
 CF0369  NAD 83(1992)-  31 32 09.28562(N)    109 17 24.32642(W) AD(       ) 2
 CF0369  NAD 83(1986)-  31 32 09.28439(N)    109 17 24.30856(W) AD(       ) 2
 CF0369  NGVD 29 (03/13/91) 1409.4    (m)         4624.     (f) VERT ANG    3  
 CF0369
 CF0369.Superseded values are not recommended for survey control.
 CF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0369.See file dsdata.txt to determine how the superseded data were derived.
 CF0369
 CF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6232990264(NAD 83)
 CF0369_MARKER: DS = TRIANGULATION STATION DISK
 CF0369_SETTING: 66 = SET IN ROCK OUTCROP
 CF0369_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0369_STAMPING: CINDER 1982
 CF0369_MARK LOGO: AZDT  
 CF0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0369+STABILITY: POSITION/ELEVATION WELL
 CF0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0369+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0369
 CF0369  HISTORY     - Date     Condition        Report By
 CF0369  HISTORY     - 1982     MONUMENTED       AZDT
 CF0369  HISTORY     - 20031030 GOOD             AZ-003
 CF0369
 CF0369                          STATION DESCRIPTION
 CF0369
 CF0369'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0369'THE STATION IS LOCATED 21 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0369'HIGHWAY 80.
 CF0369'
 CF0369'THE STATION MARK IS AN AZDT DISK STAMPED---CINDER 1982---.  IT IS SET
 CF0369'IN A DRILL HOLE IN BEDROCK 13 FEET NORTHEAST OF THE WITNESS POST AND
 CF0369'150 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE LINE.
 CF0369'
 CF0369'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CINDER RM 1 1982---.  IT IS
 CF0369'SET IN A DRILL HOLE IN BEDROCK.
 CF0369'
 CF0369'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CINDER RM 2 1982---.  IT IS
 CF0369'SET IN A DRILL HOLE IN BEDROCK.
 CF0369'
 CF0369'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0369'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT ALONG U.S.
 CF0369'80 FOR 24.4 MILES TO THE END OF TRUCK TRAVEL AT MILEPOST 391.25.  PACK
 CF0369'SOUTHEAST UP THE RIDGE TO THE TOP AND THE STATION.
 CF0369
 CF0369                          STATION RECOVERY (2003)
 CF0369
 CF0369'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CF0369'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0792 ***********************************************************************
 FR0792  DESIGNATION -  CIRCLE
 FR0792  PID         -  FR0792
 FR0792  STATE/COUNTY-  AZ/COCONINO
 FR0792  USGS QUAD   -  ASH FORK (1979)
 FR0792
 FR0792                         *CURRENT SURVEY CONTROL
 FR0792  ___________________________________________________________________
 FR0792* NAD 83(1992)-  35 12 39.93546(N)    112 22 36.29635(W)     ADJUSTED  
 FR0792* NAVD 88     -      1823.445  (meters)    5982.42   (feet)  ADJUSTED  
 FR0792  ___________________________________________________________________
 FR0792  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 FR0792  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 FR0792  DYNAMIC HT  -        1820.990 (meters)    5974.36  (feet)  COMP
 FR0792  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 FR0792
 FR0792  HORZ ORDER  -  SECOND
 FR0792  VERT ORDER  -  SECOND    CLASS 0
 FR0792
 FR0792.The horizontal coordinates were established by classical geodetic methods
 FR0792.and adjusted by the National Geodetic Survey in August 1993.
 FR0792
 FR0792.The orthometric height was determined by differential leveling
 FR0792.and adjusted in June 1991.
 FR0792
 FR0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0792
 FR0792.The geoid height was determined by GEOID03.
 FR0792
 FR0792.The dynamic height is computed by dividing the NAVD 88
 FR0792.geopotential number by the normal gravity value computed on the
 FR0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0792.degrees latitude (g = 980.6199 gals.).
 FR0792
 FR0792.The modeled gravity was interpolated from observed gravity values.
 FR0792
 FR0792;                    North         East     Units Scale Factor Converg.
 FR0792;SPC AZ C     -   467,088.053   171,472.112   MT  0.99992162   -0 15 55.0
 FR0792;SPC AZ C     - 1,532,441.12    562,572.55   iFT  0.99992162   -0 15 55.0
 FR0792;UTM  12      - 3,897,321.082   374,688.792   MT  0.99979352   -0 47 38.1
 FR0792
 FR0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0792!SPC AZ C     -   0.99971772  x   0.99992162  =   0.99963936
 FR0792!UTM  12      -   0.99971772  x   0.99979352  =   0.99951130
 FR0792
 FR0792:                Primary Azimuth Mark                     Grid Az
 FR0792:SPC AZ C     -  CORVA                                    022 25 01.3
 FR0792:UTM  12      -  CORVA                                    022 56 44.4
 FR0792
 FR0792|---------------------------------------------------------------------|
 FR0792| PID    Reference Object                     Distance      Geod. Az  |
 FR0792|                                                           dddmmss.s |
 FR0792| FR0888 CORVA                               APPROX. 6.1 KM 0220906.3 |
 FR0792| FR0793 CIRCLE RM 1                           6.094 METERS 10631     |
 FR0792| FR0794 CIRCLE RM 2                           5.452 METERS 19848     |
 FR0792|---------------------------------------------------------------------|
 FR0792
 FR0792                          SUPERSEDED SURVEY CONTROL
 FR0792
 FR0792  NAD 83(1986)-  35 12 39.93384(N)    112 22 36.29344(W) AD(       ) 2
 FR0792  NAD 27      -  35 12 39.89230(N)    112 22 33.65120(W) AD(       ) 2
 FR0792  NGVD 29 (??/??/92) 1822.550  (m)         5979.48   (f) ADJ UNCH    2 0
 FR0792
 FR0792.Superseded values are not recommended for survey control.
 FR0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0792.See file dsdata.txt to determine how the superseded data were derived.
 FR0792
 FR0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7468997321(NAD 83)
 FR0792_MARKER: DS = TRIANGULATION STATION DISK
 FR0792_SETTING: 66 = SET IN ROCK OUTCROP
 FR0792
 FR0792  HISTORY     - Date     Condition        Report By
 FR0792  HISTORY     - 1958     MONUMENTED       CGS
 FR0792  HISTORY     - 1974     GOOD             USGS
 FR0792  HISTORY     - 1980     GOOD             AZDT
 FR0792
 FR0792                          STATION DESCRIPTION
 FR0792
 FR0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0792'THE STATION IS LOCATED ONTHE NORTH POINT OF A ROCKY RIDGE
 FR0792'THAT IS ABOUT 11 MILES AIRLINE SOUTHWEST OF WILLIAMS, 6 MILES
 FR0792'EAST OF ASH FORK, 2-1/2 MILES EAST OF THE MONTE CARLO CAFE
 FR0792'AND MOTEL AND 1/4 MILE SOUTH OF U.S. HIGHWAY 66.
 FR0792'
 FR0792'TO REACH THE STATION FROMTHE AT AND SF RAILROAD DEPOT IN WILLIAMS,
 FR0792'GO WEST ON U.S. HIGHWAY 66 FOR 6.2 MILES TO A CONCRETE DAM
 FR0792'AND A SMALL LAKE ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY
 FR0792'FOR 5.3 MILES TO A CROSSROAD AND STOCK GUARDS ON EITHER SIDE
 FR0792'OF THE HIGHWAY, TURN LEFT, SOUTH, AS PER SIGN XX WINTER CAMP,
 FR0792'CROSS THE STOCK GUARD AND GO SOUTH FOR 0.2 MILE ON THE DIRT
 FR0792'ROAD, TURN LEFT, EAST, LEAVING THE DIRT ROAD AND GO UPHILL
 FR0792'THROUGH THE BRUSH FOR ABOUT 0.3 MILE TO THE TOP OF THE HILL
 FR0792'AND THE STATION.
 FR0792'
 FR0792'THE STATION MARK, STAMPED CIRCLE 1958, IS A STANDARD DISK
 FR0792'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 7 FEET
 FR0792'SOUTH OF A WITNESS POST AND ON THE HIGHEST POINT OF THE HILL.
 FR0792'
 FR0792'REFERENCE MARK NO. 1, STAMPED CIRCLE NO 1 1958, IS A STANDARD
 FR0792'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FR0792'7 FEET ON THE EAST SIDE AND IS LEVEL WITH THE MAIN LEDGE AND
 FR0792'STATION.
 FR0792'
 FR0792'REFERENCE MARK NO. 2, STAMPED CIRCLE NO 2 1958, IS A STANDARD
 FR0792'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 6 FEET EAST
 FR0792'OF THE WEST EDGE OF THE BEDROCK.
 FR0792
 FR0792                          STATION RECOVERY (1974)
 FR0792
 FR0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0792'6.1 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 66
 FR0792'FROM THE POST OFFICE IN ASH FORK TO A ROAD INTERSECTION (THIS
 FR0792'ROAD INTERSECTION IS 11.5 MILES WEST OF THE RAILROAD DEPOT
 FR0792'IN WILLIAMS), THENCE 0.3 MILE SOUTH ALONG GRAVELED ROAD, THENCE
 FR0792'EAST UPHILL ON FOOT FOR 0.3 MILE TO TOP OF HILL AND STATION.
 FR0792'STATION IS ON THE HIGHEST POINT OF THE HILL AND CEMENTED IN
 FR0792'A DRILL HOLE OF OUTCROPPING BEDROCK, A STANDARD C AND GS
 FR0792'TABLET STAMPED CIRCLE 1958.
 FR0792
 FR0792                          STATION RECOVERY (1980)
 FR0792
 FR0792'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0792'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0792'CONDITION AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0792'
 FR0792'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK TRAVEL EAST ON
 FR0792'US 66 AND INTERSTATE HIGHWAY 40 FOR 6.1 MILE TO WELSH INTERCHANGE.
 FR0792'EXIT AND TRAVEL SOUTH ON GRADED ROAD FOR 0.3 MILE TO CREST OF RIDGE
 FR0792'AND END OF TRUCK TRAVEL.  PACK EAST OF RIDGE FOR 0.3 MILE TO THE
 FR0792'STATION LOCATED ON A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2074 ***********************************************************************
 DU2074  DESIGNATION -  CIRCLE
 DU2074  PID         -  DU2074
 DU2074  STATE/COUNTY-  AZ/PINAL
 DU2074  USGS QUAD   -  WEAVERS NEEDLE (1966)
 DU2074
 DU2074                         *CURRENT SURVEY CONTROL
 DU2074  ___________________________________________________________________
 DU2074* NAD 83(1992)-  33 24 43.17715(N)    111 18 44.42557(W)     ADJUSTED  
 DU2074* NAVD 88     -      1142.7    (meters)    3749.     (feet)  VERTCON   
 DU2074  ___________________________________________________________________
 DU2074  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 DU2074  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DU2074  HORZ ORDER  -  FIRST
 DU2074
 DU2074.The horizontal coordinates were established by classical geodetic methods
 DU2074.and adjusted by the National Geodetic Survey in August 1993.
 DU2074
 DU2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2074
 DU2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2074
 DU2074.The geoid height was determined by GEOID03.
 DU2074
 DU2074;                    North         East     Units Scale Factor Converg.
 DU2074;SPC AZ C     -   267,603.648   269,567.081   MT  0.99993894   +0 19 58.0
 DU2074;SPC AZ C     -   877,964.72    884,406.43   iFT  0.99993894   +0 19 58.0
 DU2074;UTM  12      - 3,697,005.701   470,958.761   MT  0.99961040   -0 10 19.2
 DU2074
 DU2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2074!SPC AZ C     -   0.99982514  x   0.99993894  =   0.99976409
 DU2074!UTM  12      -   0.99982514  x   0.99961040  =   0.99943561
 DU2074
 DU2074|---------------------------------------------------------------------|
 DU2074| PID    Reference Object                     Distance      Geod. Az  |
 DU2074|                                                           dddmmss.s |
 DU2074| CH4991 CIRCLE RM 2                           8.505 METERS 01542     |
 DU2074| CH4990 CIRCLE RM 1                           7.263 METERS 10139     |
 DU2074| CH4989 CIRCLE AZ MK                                       2194838.1 |
 DU2074|---------------------------------------------------------------------|
 DU2074
 DU2074                          SUPERSEDED SURVEY CONTROL
 DU2074
 DU2074  NAD 83(1986)-  33 24 43.17256(N)    111 18 44.42807(W) AD(       ) 1
 DU2074  NAD 27      -  33 24 42.99200(N)    111 18 41.97400(W) AD(       ) 1
 DU2074  NGVD 29 (07/19/86) 1142.1    (m)         3747.     (f) VERT ANG    3  
 DU2074
 DU2074.Superseded values are not recommended for survey control.
 DU2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2074.See file dsdata.txt to determine how the superseded data were derived.
 DU2074
 DU2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7095997006(NAD 83)
 DU2074_MARKER: DS = TRIANGULATION STATION DISK
 DU2074_SETTING: 66 = SET IN ROCK OUTCROP
 DU2074
 DU2074  HISTORY     - Date     Condition        Report By
 DU2074  HISTORY     - 1946     MONUMENTED       CGS
 DU2074  HISTORY     - 1967     GOOD             AMS
 DU2074
 DU2074                          STATION DESCRIPTION
 DU2074
 DU2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2074'THE STATION IS ABOUT 15 MILES WEST-NORTHWEST OF SUPERIOR, ABOUT
 DU2074'14 MILES EAST OF APACHE JUNCTION, ABOUT 2.5 MILES NORTHEAST
 DU2074'OF QUARTER CIRCLE U RANCH, ON THE TOP OF A 3700 FEET PEAK, ABOUT
 DU2074'5 MILES EAST OF THE EAST END AND HIGHEST POINT OF THE SUPERSTITION
 DU2074'MOUNTAINS.  IT IS ON TOP OF THE RIDGE, 30 FEET EAST OF THE
 DU2074'HIGHEST POINT, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 12
 DU2074'INCHES AND IS STAMPED CIRCLE 1946.
 DU2074'
 DU2074'REFERENCE MARK NO. 1 IS APPROXIMATELY 12 INCHES LOWER THAN THE
 DU2074'STATION, IT IS ON TOP OF THE RIDGE, SET IN OUTCROPPING BEDROCK
 DU2074'WHICH PROJECTS 6 INCHES AND IS STAMPED CIRCLE NO 1 1946.
 DU2074'
 DU2074'REFERENCE MARK NO. 2 IS APPROXIMATELY 10 FEET LOWER THAN THE
 DU2074'STATION, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 12 INCHES
 DU2074'AND IS STAMPED CIRCLE NO 2 1946.
 DU2074'
 DU2074'THE AZIMUTH MARK IS ON THE WEST SIDE OF A WASH, 3 FEET NORTHWEST
 DU2074'OF THE TRAIL TO STATION, 10 FEET NORTH OF A ROCK CAIRN, 20 FEET
 DU2074'SOUTHWEST OF A 30 FT. CACTUS, SET IN OUTCROPPING BEDROCK FLUSH
 DU2074'WITH THE GROUND SURFACE AND IS STAMPED CIRCLE 1946.
 DU2074'
 DU2074'TO REACH FROM FLORENCE JUNCTION.  GO NORTHWEST ON U.S. HIGHWAY 60
 DU2074'AND 70 FOR 8.2 MILES TO A ROAD RIGHT OVER A CATTLE GUARD AT A
 DU2074'SIGN ON LEFT SUPERSTITION MOUNTAIN ALSO A HISTORICAL MARKER FOR
 DU2074'SAME MOUNTAIN.  (THIS IS 8.6 MILES SOUTHEAST OF APACHE JUNCTION).
 DU2074'TURN RIGHT THROUGH CATTLE GUARD AND CONTINUE NORTH ON GRADED
 DU2074'DIRT ROAD FOR 4.55 MILES TO A FORK.  THEN STRAIGHT AHEAD ON LEFT
 DU2074'FORK MAIN TRAVELED ROAD FOR 0.25 MILE TO A FORK.  CONTINUE
 DU2074'STRAIGHT AHEAD ON LEFT FORK MAIN TRAVELED ROAD FOR 0.9 MILE TO A
 DU2074'FORK AT A 1/4 CIRCLE U RANCH SIGN.  TAKE RIGHT FORK AND GO
 DU2074'EAST FOR 1.45 MILES TO A GATE (GATE WAS FOUND LOCKED BUT KEY WAS
 DU2074'HANGING ON GATE).  PASS THROUGH GATE AND CONTINUE FOR 0.25
 DU2074'MILE TO THE RANCH.  CONTINUE STRAIGHT AHEAD ON A TRAIL ROAD EAST
 DU2074'UP VALLEY FOR 0.9 MILE TO A GATE.  PASS THROUGHT GATE AND CONTINUE ON
 DU2074'TRAIL ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK FOR 0.15 MILE
 DU2074'TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.3 MILE TO ANOTHER
 DU2074'GATE.  PASS THROUGHT GATE AND CONTINUE ON DIM ROAD FOR 0.25
 DU2074'MILE TO END OF TRUCK TRAVEL AT TWO SMALL TRIANGLE BLAZES ON
 DU2074'A SMALL VERDE BUSH ON THE RIGHT.  FROM THIS POINT THE
 DU2074'STATION IS STRAIGHT AHEAD TO THE NORTHEAST, THE HIGHEST
 DU2074'POINT.  IT IS ON THE FIRST HIGH PEAK ACROSS CANYON AND
 DU2074'ABOUT 3/4 MILE NORTHEAST OF THE HIGH JAGGED RED ROCKY PEAK WHICH
 DU2074'IS KNOWN AS MINORS NEEDLE.
 DU2074'
 DU2074'PACK STRAIGHT AHEAD ON TRAIL TO THE WASH BETWEEN THE ABOVE
 DU2074'MENTIONED PEAKS.  CONTINUE ON TRAIL UP CANYON TO A TRAIL FORK
 DU2074'AND A FORK IN THE WASH.  (THIS IS ABOUT 300 YARDS AFTER THE
 DU2074'SECOND CROSSING OF THE WASH).  KEEP THE RIGHT FORK ON TRAIL
 DU2074'AND FOLLOW IT UP STEEP HILL TO A SMALL BENCH ABOUT HALF WAY UP
 DU2074'TO THE SADDLE.  LEAVE TRAIL, TURN RIGHT, KEEPING THE SAME LEVEL,
 DU2074'CROSS A CANYON, THEN EAST UP STEEP RIDGE TO THE HIGHEST POINT
 DU2074'AND STATION.  A 70 MINUTE PACK.
 DU2074
 DU2074                          STATION RECOVERY (1967)
 DU2074
 DU2074'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2074'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 DU2074'THE AZIMUTH MARK WAS HARD TO LOCATE AS IT IS NOW IN THE CENTER
 DU2074'OF THE TRAIL GOING UP THE WEST SIDE OF THE DRAW TO THE EAST
 DU2074'OF MINERS NEEDLE.  THERE IS A NEWER TRAIL UP THE EAST SIDE OF
 DU2074'THE DRAW.  IT IS 0.6 MILE SW OF STATION NOT 1.0 MILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5764 ***********************************************************************
 DH5764  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5764  DESIGNATION -  CIRCLE HILL
 DH5764  PID         -  DH5764
 DH5764  STATE/COUNTY-  AZ/COCHISE
 DH5764  USGS QUAD   -  WILLCOX NORTH (1985)
 DH5764
 DH5764                         *CURRENT SURVEY CONTROL
 DH5764  ___________________________________________________________________
 DH5764* NAD 83(2007)-  32 20 26.05409(N)    109 50 26.73222(W)     ADJUSTED  
 DH5764* NAVD 88     -      1295.13   (meters)    4249.1    (feet)  GPS OBS   
 DH5764  ___________________________________________________________________
 DH5764  EPOCH DATE  -        2007.00
 DH5764  X           -  -1,831,108.982 (meters)                     COMP
 DH5764  Y           -  -5,074,770.864 (meters)                     COMP
 DH5764  Z           -   3,393,077.357 (meters)                     COMP
 DH5764  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DH5764  ELLIP HEIGHT-        1268.106 (meters)          (02/10/07) ADJUSTED
 DH5764  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DH5764
 DH5764  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5764  Type    PID    Designation                      North   East  Ellip
 DH5764  -------------------------------------------------------------------
 DH5764  NETWORK DH5764 CIRCLE HILL                       0.74   0.61   2.25
 DH5764  -------------------------------------------------------------------
 DH5764
 DH5764.The horizontal coordinates were established by GPS observations
 DH5764.and adjusted by the National Geodetic Survey in February 2007.
 DH5764
 DH5764.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5764.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5764.The horizontal coordinates are valid at the epoch date displayed above.
 DH5764.The epoch date for horizontal control is a decimal equivalence
 DH5764.of Year/Month/Day.
 DH5764
 DH5764.The orthometric height was determined by GPS observations and a
 DH5764.high-resolution geoid model.
 DH5764.The orthometric height was determined by GPS observations and a
 DH5764.high-resolution geoid model using precise GPS observation and
 DH5764.processing techniques.
 DH5764
 DH5764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5764
 DH5764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5764
 DH5764.The ellipsoidal height was determined by GPS observations
 DH5764.and is referenced to NAD 83.
 DH5764
 DH5764.The geoid height was determined by GEOID03.
 DH5764
 DH5764;                    North         East     Units Scale Factor Converg.
 DH5764;SPC AZ E     -   148,675.724   244,038.670   MT  0.99991160   +0 10 27.6
 DH5764;SPC AZ E     -   487,781.25    800,651.80   iFT  0.99991160   +0 10 27.6
 DH5764;UTM  12      - 3,578,776.819   609,093.049   MT  0.99974676   +0 37 12.7
 DH5764
 DH5764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5764!SPC AZ E     -   0.99980093  x   0.99991160  =   0.99971255
 DH5764!UTM  12      -   0.99980093  x   0.99974676  =   0.99954774
 DH5764
 DH5764                          SUPERSEDED SURVEY CONTROL
 DH5764
 DH5764  NAD 83(1992)-  32 20 26.05365(N)    109 50 26.73131(W) AD(       ) B
 DH5764  ELLIP H (08/22/05) 1268.127  (m)                       GP(       ) 4 2
 DH5764
 DH5764.Superseded values are not recommended for survey control.
 DH5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5764.See file dsdata.txt to determine how the superseded data were derived.
 DH5764
 DH5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0909378777(NAD 83)
 DH5764_MARKER: DD = SURVEY DISK
 DH5764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5764_STAMPING: CIRCLE HILL 2004
 DH5764_MARK LOGO: AZ-003
 DH5764_PROJECTION: FLUSH
 DH5764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5764+STABILITY: SURFACE MOTION
 DH5764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5764+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5764
 DH5764  HISTORY     - Date     Condition        Report By
 DH5764  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5764
 DH5764                          STATION DESCRIPTION
 DH5764
 DH5764'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5764'FROM INTERSTATE 10 TRAVELING EAST TAKE EXIT 340 AND GO NORTHWESTERLY
 DH5764'ON FT. GRANT RD. APPROXIMATELY 0.1 MILE TO CIRCLE I RD. AT THE RIP
 DH5764'GRIFFIN TRUCK STOP, TURN RT. ON CIRCLE I RD. AND GO NORTH FOR 5.15
 DH5764'MILES TO THE INTERSECTION OF CIRCLE I RD. AND SAGUARO RD. CIRCLE I RD.
 DH5764'THEN BECOMES KORTSTEN RANCH RD. KEEP HEADING NORTH ON KORTSTEN RANCH
 DH5764'RD. NORTHEASTERLY TOWARDS A FENCELINE APPROXIMATELY 390 FEET TO WHERE
 DH5764'THE STATION IS LOCATED. IT IS LOCATED APPROXIMATELY 115 FEET NORTH OF
 DH5764'A POWERLINE RUNNING EAST-WEST.
 DH5764' 
 DH5764'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5764'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5764'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2137 ***********************************************************************
 DU2137  DESIGNATION -  CITRUS
 DU2137  PID         -  DU2137
 DU2137  STATE/COUNTY-  AZ/MARICOPA
 DU2137  USGS QUAD   -  GILA BUTTE (1981)
 DU2137
 DU2137                         *CURRENT SURVEY CONTROL
 DU2137  ___________________________________________________________________
 DU2137* NAD 83(1992)-  33 13 49.13057(N)    111 50 27.88340(W)     ADJUSTED  
 DU2137* NAVD 88     -       370.8    (meters)    1217.     (feet)  VERTCON   
 DU2137  ___________________________________________________________________
 DU2137  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DU2137  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2137  HORZ ORDER  -  SECOND
 DU2137
 DU2137.The horizontal coordinates were established by classical geodetic methods
 DU2137.and adjusted by the National Geodetic Survey in August 1993.
 DU2137
 DU2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2137
 DU2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2137
 DU2137.The geoid height was determined by GEOID03.
 DU2137
 DU2137;                    North         East     Units Scale Factor Converg.
 DU2137;SPC AZ C     -   247,294.861   220,404.823   MT  0.99990061   +0 02 29.1
 DU2137;SPC AZ C     -   811,334.85    723,112.94   iFT  0.99990061   +0 02 29.1
 DU2137;UTM  12      - 3,677,135.277   421,633.567   MT  0.99967572   -0 27 39.4
 DU2137
 DU2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2137!SPC AZ C     -   0.99994648  x   0.99990061  =   0.99984710
 DU2137!UTM  12      -   0.99994648  x   0.99967572  =   0.99962222
 DU2137
 DU2137|---------------------------------------------------------------------|
 DU2137| PID    Reference Object                     Distance      Geod. Az  |
 DU2137|                                                           dddmmss.s |
 DU2137| DU2360 CITRUS RM 1                          11.348 METERS 00929     |
 DU2137| DU2138 CITRUS RM 2                          12.555 METERS 18008     |
 DU2137| DU2142 BOSWELL 2                           APPROX. 2.1 KM 1804543.3 |
 DU2137| DU2141 T2S R7E SEC 27 NW COR               305.537 METERS 35615     |
 DU2137|---------------------------------------------------------------------|
 DU2137
 DU2137                          SUPERSEDED SURVEY CONTROL
 DU2137
 DU2137  NAD 83(1986)-  33 13 49.12424(N)    111 50 27.88731(W) AD(       ) 2
 DU2137  NAD 27      -  33 13 48.93917(N)    111 50 25.38753(W) AD(       ) 2
 DU2137  NGVD 29 (07/19/86)  370.3    (m)         1215.     (f) VERT ANG    3  
 DU2137
 DU2137.Superseded values are not recommended for survey control.
 DU2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2137.See file dsdata.txt to determine how the superseded data were derived.
 DU2137
 DU2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2163477135(NAD 83)
 DU2137_MARKER: DD = SURVEY DISK
 DU2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2137
 DU2137  HISTORY     - Date     Condition        Report By
 DU2137  HISTORY     - 1976     MONUMENTED       AZDT
 DU2137  HISTORY     - 1979     GOOD             NGS
 DU2137  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU2137  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU2137
 DU2137                          STATION DESCRIPTION
 DU2137
 DU2137'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2137'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CHANDLER ALONG
 DU2137'THE EAST SIDE OF STATE ROUTE 83 AND 93.
 DU2137'
 DU2137'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CITRUS
 DU2137'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2137'STATION IS 1000 FEET SOUTH OF THE CENTERLINE OF CHANDLER HEIGHTS
 DU2137'ROAD, 60.5 FEET EAST OF STATE ROUTE 87 AND 93, 40 FEET EAST OF
 DU2137'CENTERLINE OF NORTHBOUND LANE AND MARKED WITH A WITNESS POST AND
 DU2137'SIGN 3 FEET TO THE EAST SOUTHEAST.
 DU2137'
 DU2137'REFERENCE MARK 1 IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 DU2137'CITRUS RM 1 1975 AND IS CEMENTED INTO THE SOUTHEAST CORNER OF AN
 DU2137'IRRIGATION HEADWALL 46 FEET EAST OF CENTERLINE OF NORTHBOUND
 DU2137'LANE OF STATE ROUTE 87 AND 93.
 DU2137'
 DU2137'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU2137'CITRUS RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2137'MONUMENT 40 FEET EAST OF CENTERLINE OF NORTHBOUND LANE OF STATE
 DU2137'ROUTE 87 AND 93.
 DU2137'
 DU2137'TO REACH FROM THE JUNCTION OF STATE ROUTE 87 AND 93 AND
 DU2137'U.S. HWY. 60, 70, 80 AND 89 IN MESA, TRAVEL SOUTH ON STATE ROUTE
 DU2137'87-93 FOR 12.6 MILES TO CHANDLER HEIGHTS ROAD AND THE STATION
 DU2137'1000 FEET SOUTH OF THE INTERSECTION AND ON THE EAST SIDE OF STATE
 DU2137'ROUTE 87 AND 93.
 DU2137'
 DU2137'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2137
 DU2137                          STATION RECOVERY (1979)
 DU2137
 DU2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2137'THE STATION AND RM 1 WERE RECOVERED AS ORIGINALLY DESCRIBED.
 DU2137'
 DU2137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2137'5.2 MILES SOUTH OF CHANDLER.
 DU2137
 DU2137                          STATION RECOVERY (1994)
 DU2137
 DU2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU2137'MARK NOT FOUND.
 DU2137
 DU2137                          STATION RECOVERY (2007)
 DU2137
 DU2137'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2137'RM 1 RECOVERED IN GOOD CONDITION, BUT THE AREA OF THE STATION MARK HAS
 DU2137'BEEN GRADED. A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO
 DU2137'EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2210 ***********************************************************************
 DV2210  DESIGNATION -  CITRUS
 DV2210  PID         -  DV2210
 DV2210  STATE/COUNTY-  AZ/MARICOPA
 DV2210  USGS QUAD   -  VULTURE PEAK (1990)
 DV2210
 DV2210                         *CURRENT SURVEY CONTROL
 DV2210  ___________________________________________________________________
 DV2210* NAD 83(1992)-  33 59 59.20092(N)    112 49 40.79535(W)     ADJUSTED  
 DV2210* NAVD 88     -       789.6    (meters)    2591.     (feet)  VERTCON   
 DV2210  ___________________________________________________________________
 DV2210  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV2210  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DV2210  HORZ ORDER  -  SECOND
 DV2210
 DV2210.The horizontal coordinates were established by classical geodetic methods
 DV2210.and adjusted by the National Geodetic Survey in August 1993.
 DV2210
 DV2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2210
 DV2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2210
 DV2210.The geoid height was determined by GEOID03.
 DV2210
 DV2210;                    North         East     Units Scale Factor Converg.
 DV2210;SPC AZ C     -   333,003.641   129,173.644   MT  0.99998734   -0 30 34.7
 DV2210;SPC AZ C     - 1,092,531.63    423,798.04   iFT  0.99998734   -0 30 34.7
 DV2210;UTM  12      - 3,763,637.634   331,177.025   MT  0.99995135   -1 01 20.8
 DV2210
 DV2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2210!SPC AZ C     -   0.99988069  x   0.99998734  =   0.99986803
 DV2210!UTM  12      -   0.99988069  x   0.99995135  =   0.99983204
 DV2210
 DV2210:                Primary Azimuth Mark                     Grid Az
 DV2210:SPC AZ C     -  PACK                                     312 32 53.5
 DV2210:UTM  12      -  PACK                                     313 03 39.6
 DV2210
 DV2210|---------------------------------------------------------------------|
 DV2210| PID    Reference Object                     Distance      Geod. Az  |
 DV2210|                                                           dddmmss.s |
 DV2210| ET0968 PACK                                APPROX. 1.0 KM 3120218.8 |
 DV2210|---------------------------------------------------------------------|
 DV2210
 DV2210                          SUPERSEDED SURVEY CONTROL
 DV2210
 DV2210  NAD 83(1986)-  33 59 59.19987(N)    112 49 40.79876(W) AD(       ) 2
 DV2210  NAD 83(1986)-  33 59 59.20003(N)    112 49 40.79877(W) AD(       ) 2
 DV2210  NAD 27      -  33 59 59.09700(N)    112 49 38.15300(W) AD(       ) 2
 DV2210  NGVD 29 (11/27/91)  788.9    (m)         2588.     (f) VERT ANG    3  
 DV2210
 DV2210.Superseded values are not recommended for survey control.
 DV2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2210.See file dsdata.txt to determine how the superseded data were derived.
 DV2210
 DV2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3117763638(NAD 83)
 DV2210_MARKER: DS = TRIANGULATION STATION DISK
 DV2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2210+STABILITY: POSITION/ELEVATION WELL
 DV2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2210+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV2210
 DV2210  HISTORY     - Date     Condition        Report By
 DV2210  HISTORY     - 1924     MONUMENTED       CGS
 DV2210  HISTORY     - 1980     GOOD             AZDT
 DV2210  HISTORY     - 1985     GOOD             AZDT
 DV2210  HISTORY     - 20070429 GOOD             GEOCAC
 DV2210
 DV2210                          STATION DESCRIPTION
 DV2210
 DV2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2210'ABOUT 6 MILES WEST AND 3 MILES NORTH OF WICKENBURG, AND 1-1/2
 DV2210'MILES WEST OF A. AND C. JUNCTION OR MATTHIE, ON THE SOUTHERLY
 DV2210'END OF A LOWER BRANCH OF THE MALPAIS RIDGE ON WHICH STATION
 DV2210'PACK IS LOCATED, AND A FEW FEET LOWER THAN THE SUMMIT OF THE
 DV2210'RIDGE.  MARKED BY A STANDARD BRONZE DISK SET IN MAIPAIS ROCK.
 DV2210
 DV2210                          STATION RECOVERY (1980)
 DV2210
 DV2210'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2210'THE STATION WAS RECOVERED AS DESCRIBED IN 1924.  A NEW ROUTE TO
 DV2210'STATION FOLLOWS.
 DV2210'
 DV2210'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 DV2210'WICKENBURG, TRAVEL NORTHEAST ALONG US 93 FOR 7.2 MILES TO A ROAD ON
 DV2210'THE LEFT.  TURN LEFT PASSING OVER A CATTLE GUARD FOR 0.35 MILE TO A
 DV2210'CROSS ROAD.  TURN RIGHT PASSING THROUGH A GATE FOR 1.9 MILES TO A
 DV2210'SECOND GATE, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A FENCE CORNER
 DV2210'AND END OF TRUCK TRAVEL.  FOLLOW FENCELINE UP HILL TO THE TOP OF THE
 DV2210'RIDGE.  THE STATION IS ABOUT 450 FEET SOUTH ALONG THE RIDGE NEAR CO.
 DV2210'LINE MONUMENT 8.
 DV2210
 DV2210                          STATION RECOVERY (1985)
 DV2210
 DV2210'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2210'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO
 DV2210'THE STATION FOLLOWS.
 DV2210'
 DV2210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2210'IN WICKENBURG TRAVEL NORTHWEST ALONG U.S. HIGHWAY 93 FOR 7.6 MILES TO
 DV2210'A GRADED ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH 0.4 MILE TO A
 DV2210'FORK.  TAKE THE RIGHT FORK CROSSING A CATTLE GUARD AND CONTINUE SOUTH
 DV2210'FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK SOUTH FOR 0.5 MILE TO A
 DV2210'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE
 DV2210'TO THE BASE OF A HILL AND END OF TRUCK TRAVEL.  PACK SOUTHWEST UP THE
 DV2210'HILL ACROSS THE TOP TO THE SOUTHWEST EDGE OF THE TOP AND STATION BY
 DV2210'COUNTY LINE MONUMENT NUMBER 8.
 DV2210
 DV2210                          STATION RECOVERY (2007)
 DV2210
 DV2210'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2360 ***********************************************************************
 DU2360  DESIGNATION -  CITRUS RM 1
 DU2360  PID         -  DU2360
 DU2360  STATE/COUNTY-  AZ/MARICOPA
 DU2360  USGS QUAD   -  GILA BUTTE (1981)
 DU2360
 DU2360                         *CURRENT SURVEY CONTROL
 DU2360  ___________________________________________________________________
 DU2360* NAD 83(1986)-  33 13 48.     (N)    111 50 27.     (W)     SCALED    
 DU2360* NAVD 88     -       371.922  (meters)    1220.21   (feet)  ADJUSTED  
 DU2360  ___________________________________________________________________
 DU2360  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2360  DYNAMIC HT  -         371.481 (meters)    1218.77  (feet)  COMP
 DU2360  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 DU2360
 DU2360  VERT ORDER  -  FIRST     CLASS II
 DU2360
 DU2360.The horizontal coordinates were scaled from a topographic map and have
 DU2360.an estimated accuracy of +/- 6 seconds.
 DU2360
 DU2360.The orthometric height was determined by differential leveling
 DU2360.and adjusted in August 1994.
 DU2360
 DU2360.The geoid height was determined by GEOID03.
 DU2360
 DU2360.The dynamic height is computed by dividing the NAVD 88
 DU2360.geopotential number by the normal gravity value computed on the
 DU2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2360.degrees latitude (g = 980.6199 gals.).
 DU2360
 DU2360.The modeled gravity was interpolated from observed gravity values.
 DU2360
 DU2360;                    North         East    Units  Estimated Accuracy
 DU2360;SPC AZ C     -   247,260.      220,430.      MT  (+/- 180 meters Scaled)
 DU2360
 DU2360                          SUPERSEDED SURVEY CONTROL
 DU2360
 DU2360.No superseded survey control is available for this station.
 DU2360
 DU2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216771(NAD 83)
 DU2360_MARKER: DD = SURVEY DISK
 DU2360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2360_SP_SET: PIPE CULVERT
 DU2360_STAMPING: CITRUS RM 1 1975
 DU2360_MARK LOGO: AZHD  
 DU2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2360+STABILITY: SURFACE MOTION
 DU2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2360+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 DU2360
 DU2360  HISTORY     - Date     Condition        Report By
 DU2360  HISTORY     - 1975     MONUMENTED       AZDT
 DU2360  HISTORY     - 19940326 GOOD             NGS
 DU2360  HISTORY     - 20060817 GOOD             GEOCAC
 DU2360  HISTORY     - 20070928 GOOD             GEOCAC
 DU2360
 DU2360                          STATION DESCRIPTION
 DU2360
 DU2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2360'17.3 KM (10.75 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2360'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, IN TOP OF AND 0.2 M
 DU2360'(0.7 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF AN
 DU2360'IRRIGATION PIPE UNDER THE HIGHWAY, 365.0 M (1197.5 FT) SOUTH OF THE
 DU2360'CENTER OF CHANDLER HEIGHTS ROAD, 14.0 M (45.9 FT) EAST OF AND LEVEL
 DU2360'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.4 M
 DU2360'(4.6 FT) NORTHWEST OF A UTILITY POLE,
 DU2360
 DU2360                          STATION RECOVERY (2006)
 DU2360
 DU2360'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2360'RECOVERED IN GOOD CONDITION.
 DU2360
 DU2360                          STATION RECOVERY (2007)
 DU2360
 DU2360'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2360'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU2360'COORDINATES
 DU2360'33 14 49.5 (N)   111 50 27.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK8419 ***********************************************************************
 DK8419  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK8419  DESIGNATION -  CITY OF PAGE CORS ARP
 DK8419  CORS_ID     -  AZPG
 DK8419  PID         -  DK8419
 DK8419  STATE/COUNTY-  AZ/COCONINO
 DK8419  USGS QUAD   -  PAGE (1985)
 DK8419
 DK8419                         *CURRENT SURVEY CONTROL
 DK8419  ___________________________________________________________________
 DK8419* NAD 83(CORS)-  36 54 31.19168(N)    111 27 45.63643(W)     ADJUSTED  
 DK8419* NAVD 88     -              **(meters)            **(feet)            
 DK8419  ___________________________________________________________________
 DK8419  EPOCH DATE  -        2002.00
 DK8419  X           -  -1,868,673.067 (meters)                     COMP
 DK8419  Y           -  -4,752,980.272 (meters)                     COMP
 DK8419  Z           -   3,810,075.569 (meters)                     COMP
 DK8419  ELLIP HEIGHT-        1302.735 (meters)          (02/??/09) ADJUSTED
 DK8419  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 DK8419  HORZ ORDER  -  SPECIAL (CORS)
 DK8419  ELLP ORDER  -  SPECIAL (CORS)
 DK8419
 DK8419.ITRF positions are available for this station.
 DK8419.The coordinates were established by GPS observations
 DK8419.and adjusted by the National Geodetic Survey in February 2009.
 DK8419.The coordinates are valid at the epoch date displayed above.
 DK8419.The epoch date for horizontal control is a decimal equivalence
 DK8419.of Year/Month/Day.
 DK8419
 DK8419
 DK8419.The PID for the CORS L1 Phase Center is DK8420.
 DK8419
 DK8419.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK8419
 DK8419.The ellipsoidal height was determined by GPS observations
 DK8419.and is referenced to NAD 83.
 DK8419
 DK8419.The geoid height was determined by GEOID03.
 DK8419
 DK8419;                    North         East     Units Scale Factor Converg.
 DK8419;SPC AZ C     -   655,431.227   253,814.755   MT  0.99992016   +0 16 21.5
 DK8419;SPC AZ C     - 2,150,364.92    832,725.57   iFT  0.99992016   +0 16 21.5
 DK8419
 DK8419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8419!SPC AZ C     -   0.99979560  x   0.99992016  =   0.99971578
 DK8419
 DK8419                          SUPERSEDED SURVEY CONTROL
 DK8419
 DK8419.No superseded survey control is available for this station.
 DK8419
 DK8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5878484840(NAD 83)
 DK8419_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK8419
 DK8419                          STATION DESCRIPTION
 DK8419
 DK8419'DESCRIBED BY NATIONAL GEODETIC SURVEY 2009
 DK8419'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK8419'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK8419'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK8419'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK8419'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK8420 ***********************************************************************
 DK8420  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK8420  DESIGNATION -  CITY OF PAGE CORS L1 PHASE CENTER
 DK8420  CORS_ID     -  AZPG
 DK8420  PID         -  DK8420
 DK8420  STATE/COUNTY-  AZ/COCONINO
 DK8420  USGS QUAD   -  PAGE (1985)
 DK8420
 DK8420                         *CURRENT SURVEY CONTROL
 DK8420  ___________________________________________________________________
 DK8420* NAD 83(CORS)-  36 54 31.19172(N)    111 27 45.63640(W)     ADJUSTED  
 DK8420* NAVD 88     -              **(meters)            **(feet)            
 DK8420  ___________________________________________________________________
 DK8420  EPOCH DATE  -        2002.00
 DK8420  X           -  -1,868,673.091 (meters)                     COMP
 DK8420  Y           -  -4,752,980.334 (meters)                     COMP
 DK8420  Z           -   3,810,075.621 (meters)                     COMP
 DK8420  ELLIP HEIGHT-        1302.819 (meters)          (02/??/09) ADJUSTED
 DK8420  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 DK8420  HORZ ORDER  -  SPECIAL (CORS)
 DK8420  ELLP ORDER  -  SPECIAL (CORS)
 DK8420
 DK8420.ITRF positions are available for this station.
 DK8420.The coordinates were established by GPS observations
 DK8420.and adjusted by the National Geodetic Survey in February 2009.
 DK8420.The coordinates are valid at the epoch date displayed above.
 DK8420.The epoch date for horizontal control is a decimal equivalence
 DK8420.of Year/Month/Day.
 DK8420
 DK8420
 DK8420.The PID for the CORS ARP is DK8419.
 DK8420
 DK8420.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK8420
 DK8420.The ellipsoidal height was determined by GPS observations
 DK8420.and is referenced to NAD 83.
 DK8420
 DK8420.The geoid height was determined by GEOID03.
 DK8420
 DK8420;                    North         East     Units Scale Factor Converg.
 DK8420;SPC AZ C     -   655,431.228   253,814.756   MT  0.99992016   +0 16 21.5
 DK8420;SPC AZ C     - 2,150,364.92    832,725.58   iFT  0.99992016   +0 16 21.5
 DK8420
 DK8420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8420!SPC AZ C     -   0.99979559  x   0.99992016  =   0.99971576
 DK8420
 DK8420                          SUPERSEDED SURVEY CONTROL
 DK8420
 DK8420.No superseded survey control is available for this station.
 DK8420
 DK8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5878484840(NAD 83)
 DK8420_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK8420
 DK8420                          STATION DESCRIPTION
 DK8420
 DK8420'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK8420'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK8420'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK8420'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK8420'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK8420'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF7063 ***********************************************************************
 DF7063  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7063  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7063  DESIGNATION -  CITY OF TUCSON 2 CORS ARP
 DF7063  CORS_ID     -  COT2
 DF7063  PID         -  DF7063
 DF7063  STATE/COUNTY-  AZ/PIMA
 DF7063  USGS QUAD   -  TUCSON EAST (1992)
 DF7063
 DF7063                         *CURRENT SURVEY CONTROL
 DF7063  ___________________________________________________________________
 DF7063* NAD 83(CORS)-  32 14 14.92525(N)    110 49 51.31396(W)     ADJUSTED  
 DF7063* NAVD 88     -       788.54   (meters)    2587.1    (feet)  GPS OBS   
 DF7063  ___________________________________________________________________
 DF7063  EPOCH DATE  -        2002.00
 DF7063  X           -  -1,920,550.437 (meters)                     COMP
 DF7063  Y           -  -5,047,677.125 (meters)                     COMP
 DF7063  Z           -   3,383,140.051 (meters)                     COMP
 DF7063  ELLIP HEIGHT-         759.733 (meters)          (09/??/08) ADJUSTED
 DF7063  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DF7063  HORZ ORDER  -  SPECIAL (CORS)
 DF7063  ELLP ORDER  -  SPECIAL (CORS)
 DF7063
 DF7063.ITRF positions are available for this station.
 DF7063.The coordinates were established by GPS observations
 DF7063.and adjusted by the National Geodetic Survey in September 2008.
 DF7063.The coordinates are valid at the epoch date displayed above.
 DF7063.The epoch date for horizontal control is a decimal equivalence
 DF7063.of Year/Month/Day.
 DF7063
 DF7063.The orthometric height was determined by GPS observations and a
 DF7063.high-resolution geoid model.
 DF7063.The orthometric height was determined by GPS observations and a
 DF7063.high-resolution geoid model using precise GPS observation and
 DF7063.processing techniques.
 DF7063
 DF7063.The PID for the CORS L1 Phase Center is DF7064.
 DF7063
 DF7063.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7063
 DF7063.The ellipsoidal height was determined by GPS observations
 DF7063.and is referenced to NAD 83.
 DF7063
 DF7063.The geoid height was determined by GEOID03.
 DF7063
 DF7063;                    North         East     Units Scale Factor Converg.
 DF7063;SPC AZ C     -   137,715.396   315,682.672   MT  1.00002907   +0 34 45.2
 DF7063;SPC AZ C     -   451,822.17  1,035,704.30   iFT  1.00002907   +0 34 45.2
 DF7063
 DF7063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7063!SPC AZ C     -   0.99988073  x   1.00002907  =   0.99990979
 DF7063
 DF7063                          SUPERSEDED SURVEY CONTROL
 DF7063
 DF7063  NAD 83(CORS)-  32 14 14.92542(N)    110 49 51.31401(W) AD(2002.00) c
 DF7063  ELLIP H (08/??/03)  759.746  (m)                       GP(2002.00) c c
 DF7063
 DF7063.Superseded values are not recommended for survey control.
 DF7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7063.See file dsdata.txt to determine how the superseded data were derived.
 DF7063
 DF7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1592966772(NAD 83)
 DF7063_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7063
 DF7063                          STATION DESCRIPTION
 DF7063
 DF7063'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DF7063'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7063'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7063'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7063'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7063'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF7064 ***********************************************************************
 DF7064  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7064  DESIGNATION -  CITY OF TUCSON 2 CORS L1 PHASE CENTER
 DF7064  CORS_ID     -  COT2
 DF7064  PID         -  DF7064
 DF7064  STATE/COUNTY-  AZ/PIMA
 DF7064  USGS QUAD   -  TUCSON EAST (1992)
 DF7064
 DF7064                         *CURRENT SURVEY CONTROL
 DF7064  ___________________________________________________________________
 DF7064* NAD 83(CORS)-  32 14 14.92530(N)    110 49 51.31400(W)     ADJUSTED  
 DF7064* NAVD 88     -              **(meters)            **(feet)            
 DF7064  ___________________________________________________________________
 DF7064  EPOCH DATE  -        2002.00
 DF7064  X           -  -1,920,550.470 (meters)                     COMP
 DF7064  Y           -  -5,047,677.210 (meters)                     COMP
 DF7064  Z           -   3,383,140.110 (meters)                     COMP
 DF7064  ELLIP HEIGHT-         759.842 (meters)          (09/??/08) ADJUSTED
 DF7064  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DF7064  HORZ ORDER  -  SPECIAL (CORS)
 DF7064  ELLP ORDER  -  SPECIAL (CORS)
 DF7064
 DF7064.ITRF positions are available for this station.
 DF7064.The coordinates were established by GPS observations
 DF7064.and adjusted by the National Geodetic Survey in September 2008.
 DF7064.The coordinates are valid at the epoch date displayed above.
 DF7064.The epoch date for horizontal control is a decimal equivalence
 DF7064.of Year/Month/Day.
 DF7064
 DF7064
 DF7064.The PID for the CORS ARP is DF7063.
 DF7064
 DF7064.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7064
 DF7064.The ellipsoidal height was determined by GPS observations
 DF7064.and is referenced to NAD 83.
 DF7064
 DF7064.The geoid height was determined by GEOID03.
 DF7064
 DF7064;                    North         East     Units Scale Factor Converg.
 DF7064;SPC AZ C     -   137,715.398   315,682.671   MT  1.00002907   +0 34 45.2
 DF7064;SPC AZ C     -   451,822.17  1,035,704.30   iFT  1.00002907   +0 34 45.2
 DF7064
 DF7064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7064!SPC AZ C     -   0.99988071  x   1.00002907  =   0.99990978
 DF7064
 DF7064                          SUPERSEDED SURVEY CONTROL
 DF7064
 DF7064  NAD 83(CORS)-  32 14 14.92547(N)    110 49 51.31405(W) AD(2002.00) c
 DF7064  ELLIP H (08/??/03)  759.855  (m)                       GP(2002.00) c c
 DF7064
 DF7064.Superseded values are not recommended for survey control.
 DF7064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7064.See file dsdata.txt to determine how the superseded data were derived.
 DF7064
 DF7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1592966772(NAD 83)
 DF7064_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7064
 DF7064                          STATION DESCRIPTION
 DF7064
 DF7064'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7064'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7064'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7064'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7064'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7064'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5903 ***********************************************************************
 DJ5903  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5903  DESIGNATION -  CIVIC CENTER
 DJ5903  PID         -  DJ5903
 DJ5903  STATE/COUNTY-  AZ/MARICOPA
 DJ5903  USGS QUAD   -  TOLLESON (1982)
 DJ5903
 DJ5903                         *CURRENT SURVEY CONTROL
 DJ5903  ___________________________________________________________________
 DJ5903* NAD 83(2007)-  33 26 40.76055(N)    112 18 17.95430(W)     ADJUSTED  
 DJ5903* NAVD 88     -       303.82   (meters)     996.8    (feet)  GPS OBS   
 DJ5903  ___________________________________________________________________
 DJ5903  EPOCH DATE  -        2007.00
 DJ5903  X           -  -2,022,051.300 (meters)                     COMP
 DJ5903  Y           -  -4,929,048.374 (meters)                     COMP
 DJ5903  Z           -   3,495,364.649 (meters)                     COMP
 DJ5903  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DJ5903  ELLIP HEIGHT-         273.469 (meters)          (03/21/07) ADJUSTED
 DJ5903  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DJ5903  HORZ ORDER  -  FIRST
 DJ5903  ELLP ORDER  -  FOURTH    CLASS I
 DJ5903
 DJ5903.The horizontal coordinates were established by GPS observations
 DJ5903.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5903
 DJ5903.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5903.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5903.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5903.The epoch date for horizontal control is a decimal equivalence
 DJ5903.of Year/Month/Day.
 DJ5903
 DJ5903.The orthometric height was determined by GPS observations and a
 DJ5903.high-resolution geoid model.
 DJ5903.The orthometric height was determined by GPS observations and a
 DJ5903.high-resolution geoid model using precise GPS observation and
 DJ5903.processing techniques.
 DJ5903
 DJ5903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5903
 DJ5903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5903
 DJ5903.The ellipsoidal height was determined by GPS observations
 DJ5903.and is referenced to NAD 83.
 DJ5903
 DJ5903.The geoid height was determined by GEOID03.
 DJ5903
 DJ5903;                    North         East     Units Scale Factor Converg.
 DJ5903;SPC AZ C     -   271,130.102   177,256.814   MT  0.99991606   -0 12 50.5
 DJ5903;SPC AZ C     -   889,534.46    581,551.23   iFT  0.99991606   -0 12 50.5
 DJ5903;UTM  12      - 3,701,344.655   378,704.536   MT  0.99978139   -0 43 09.5
 DJ5903
 DJ5903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5903!SPC AZ C     -   0.99995707  x   0.99991606  =   0.99987313
 DJ5903!UTM  12      -   0.99995707  x   0.99978139  =   0.99973847
 DJ5903
 DJ5903                          SUPERSEDED SURVEY CONTROL
 DJ5903
 DJ5903.No superseded survey control is available for this station.
 DJ5903
 DJ5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7870501345(NAD 83)
 DJ5903_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5903_STAMPING: CIVIC CENTER 2006
 DJ5903_MARK LOGO: NGS   
 DJ5903_PROJECTION: FLUSH
 DJ5903_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5903+STABILITY: SURFACE MOTION
 DJ5903
 DJ5903  HISTORY     - Date     Condition        Report By
 DJ5903  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5903  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5903
 DJ5903                          STATION DESCRIPTION
 DJ5903
 DJ5903'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5903'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5903'SOUTH ON AVONDALE BOULEVARD 1.66KM TO JEFFERSON STREET AND THE
 DJ5903'ENTRANCE TO THE CITY OF AVONDALE CIVIC CENTER COMPLEX.  TRAVEL 92M
 DJ5903'EAST ON JEFFERSON TO CIVIC CENTER DRIVE.  TRAVEL NORTHEASTERLY ON
 DJ5903'CIVIC CENTER DRIVE, 55M, TO A GRASS AND CONCRETE PROMENADE.  STATION
 DJ5903'IS A NGS HORIZONTAL CONTROL DISK, STAMPED CIVIC CENTER 2006, IN A
 DJ5903'CONCRETE POST PROJECTING 2CM ABOVE GROUND.  STATION IS 27.65M
 DJ5903'SOUTHEASTERLY OF CURB LINE IN A 6.25M X 3.25M GRASS PATCH.
 DJ5903
 DJ5903                          STATION RECOVERY (2008)
 DJ5903
 DJ5903'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5903'GPSR COORDINATES  N33 26.681 W112 18.297.  ELEV 996 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1943 ***********************************************************************
 DV1943  DESIGNATION -  CLANTON
 DV1943  PID         -  DV1943
 DV1943  STATE/COUNTY-  AZ/YUMA
 DV1943  USGS QUAD   -  PALOMAS MOUNTAINS NE (1990)
 DV1943
 DV1943                         *CURRENT SURVEY CONTROL
 DV1943  ___________________________________________________________________
 DV1943* NAD 83(1992)-  33 13 51.01253(N)    113 30 53.81383(W)     ADJUSTED  
 DV1943* NAVD 88     -       416.9    (meters)    1368.     (feet)  VERTCON   
 DV1943  ___________________________________________________________________
 DV1943  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DV1943  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DV1943  HORZ ORDER  -  SECOND
 DV1943
 DV1943.The horizontal coordinates were established by classical geodetic methods
 DV1943.and adjusted by the National Geodetic Survey in August 1993.
 DV1943
 DV1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1943
 DV1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1943
 DV1943.The geoid height was determined by GEOID03.
 DV1943
 DV1943;                    North         East     Units Scale Factor Converg.
 DV1943;SPC AZ W     -   247,383.160   235,267.523   MT  0.99993925   +0 07 43.7
 DV1943;SPC AZ W     -   811,624.54    771,875.08   iFT  0.99993925   +0 07 43.7
 DV1943;UTM  12      - 3,679,697.732   265,647.409   MT  1.00027719   -1 22 43.9
 DV1943
 DV1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1943!SPC AZ W     -   0.99993953  x   0.99993925  =   0.99987879
 DV1943!UTM  12      -   0.99993953  x   1.00027719  =   1.00021670
 DV1943
 DV1943|---------------------------------------------------------------------|
 DV1943| PID    Reference Object                     Distance      Geod. Az  |
 DV1943|                                                           dddmmss.s |
 DV1943| CH2918 CLANTON RM 1                          5.861 METERS 11825     |
 DV1943| DV1926 5 FS                                APPROX.11.8 KM 1613529.0 |
 DV1943| CH2919 CLANTON RM 2                          4.755 METERS 22939     |
 DV1943|---------------------------------------------------------------------|
 DV1943
 DV1943                          SUPERSEDED SURVEY CONTROL
 DV1943
 DV1943  NAD 83(1986)-  33 13 51.00586(N)    113 30 53.82072(W) AD(       ) 2
 DV1943  NAD 27      -  33 13 50.86100(N)    113 30 51.11500(W) AD(       ) 2
 DV1943  NGVD 29 (07/19/86)  416.3    (m)         1366.     (f) VERT ANG    3  
 DV1943
 DV1943.Superseded values are not recommended for survey control.
 DV1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1943.See file dsdata.txt to determine how the superseded data were derived.
 DV1943
 DV1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6564779698(NAD 83)
 DV1943_MARKER: DS = TRIANGULATION STATION DISK
 DV1943_SETTING: 66 = SET IN ROCK OUTCROP
 DV1943_SP_SET: PARTIALLY EXPOSED BEDROCK
 DV1943
 DV1943  HISTORY     - Date     Condition        Report By
 DV1943  HISTORY     - 1949     MONUMENTED       CGS
 DV1943  HISTORY     - 1950     GOOD             CGS
 DV1943  HISTORY     - 1967     GOOD             AMS
 DV1943
 DV1943                          STATION DESCRIPTION
 DV1943
 DV1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1943'THIS STATION WAS BUILT AND OBSERVED ON BUT NOT OCCUPIED
 DV1943'IN 1949.
 DV1943'
 DV1943'LOCATED ON A LOW BLACK MALPAIS BUTTE SITTING ALONE IN THE
 DV1943'VALLEY ABOUT 7 MILES SOUTHWEST OF CLANTON WELL, AND ABOUT
 DV1943'19 MILES DUE NORTH OF HORN, A RAILROAD SIDING AND SECTION
 DV1943'HOUSE ON THE SOUTHERN PACIFIC RAILROAD.  SOME LOWER BLACK
 DV1943'HILLS LIE ABOUT 3 MILES OR LESS TO THE NORTHEAST.  THE STATION
 DV1943'MARK IS A STANDARD BRONZE DISK SET IN BEDROCK WHICH PROJECTS
 DV1943'ABOUT 3 INCHES.  THE MARK IS STAMPED, CLANTON 1949.
 DV1943'
 DV1943'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 DV1943'FLUSH IN BEDROCK AND STAMPED, CLANTON NO 1 1949.
 DV1943'
 DV1943'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 DV1943'SET IN BEDROCK WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS STAMPED,
 DV1943'CLANTON NO 2 1949.
 DV1943'
 DV1943'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, 2.0
 DV1943'MILES BEFORE REACHING THE MOUND OF DIRT MENTIONED BELOW.
 DV1943'THE MARK IS A U.S.G.S. BENCH MARK BRONZE DISK SET IN A CONCRETE
 DV1943'POST FORMED BY FILLING A SECTION OF STOVE PIPE.  THE MARK
 DV1943'IS STAMPED, 5S.
 DV1943'
 DV1943'TO REACH FROM HORN, GO EAST ON THE GRADED ROAD FOLLOWING
 DV1943'THE SOUTH SIDE OF THE RAILROAD RIGHT-OF-WAY FOR 1.0 MILE TO
 DV1943'A RAILROAD CROSSING.  TURN LEFT, CROSS THE RAILROAD AND CONTINUE
 DV1943'ON THE ROAD NORTH FOR 9.2 MILES TO A Y-FORK, THE JUNCTION
 DV1943'OF THE ROAD FROM LITTLE HORN AND SALOME.  TAKE THE RIGHT
 DV1943'FORK TOWARDS SALOME AND CLANTON WELL AND GO 6.15 MILES TO
 DV1943'A Y-FORK WHERE ARMY TRACKS BEAR TO THE LEFT AND THE ROAD
 DV1943'TO SALOME KEEPS RIGHT.  HERE IS ALSO A TRIANGULAR TRENCH
 DV1943'AND MOUND.  FROM THIS POINT THE STATION BEARS 333 DEGREES
 DV1943'TRUE.  LEAVE THE ROAD AND DRIVE ACROSS COUNTRY PICKING WAY
 DV1943'TOWARDS STATION PEAK FOR 6.0 MILES TO END OF TRUCK TRAVEL
 DV1943'AT BASE OF HILL.  PACK UP HILL TO HIGHEST POINT AND
 DV1943'STATION.  ABOUT A 20-MINUTE PACK.  NOTE--A GOOD 4 WHEEL
 DV1943'DRIVE VEHICLE IS NEEDED AFTER LEAVING THE ROAD.
 DV1943'
 DV1943'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DV1943
 DV1943                          STATION RECOVERY (1950)
 DV1943
 DV1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1943'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DV1943'IN GOOD CONDITION.
 DV1943'
 DV1943'DUE TO DIFFERENCES IN MILEAGE CHECKS, A COMPLETE NEW TO
 DV1943'REACH FOLLOWS--TO REACH FROM HORN, GO EAST ON GRADED ROAD
 DV1943'ON SOUTH SIDE OF RAILROAD FOR 1.6 MILES TO A RAILROAD
 DV1943'CROSSING, TURN LEFT, NORTH, ACROSS TRACKS FOR 8.5 MILES
 DV1943'TO A Y-FORK (JUNCTION OF LITTLE HORN AND SALOME ROADS).  TAKE
 DV1943'RIGHT FORK, SALOME ROAD TOWARDS CLANTONS WELL FOR 4.1 MILES
 DV1943'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 1.95 MILES
 DV1943'TO ANOTHER Y-FORK WHERE TRACK ROAD BEARS LEFT AND SALOME
 DV1943'ROAD KEEPS TO RIGHT.  STATION BEARS 333 DEGREES TRUE FROM
 DV1943'THIS POINT.  BEGIN CROSS-COUNTRY TRAVEL, TRACK ROAD, WEST
 DV1943'AND NORTHWEST, TO A LOCATION UNDER SOUTH FOOT OF THE HILL,
 DV1943'A TOTAL DISTANCE OF 6.2 MILES.  FOUR-WHEEL DRIVE
 DV1943'NECESSARY.
 DV1943'
 DV1943'PACK NORTH TO HIGHEST POINT OF HILL.  A 20 MINUTE PACK.
 DV1943
 DV1943                          STATION RECOVERY (1967)
 DV1943
 DV1943'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RAC)
 DV1943'THE STATION MARK AND BOTH R.M.S WERE RECOVERED AS DESCRIBED.
 DV1943'STATION WAS NOT REACHED BY THE PREVIOUS DESCRIPTION.  APPROACHED
 DV1943'AND CLIMBED FROM NORTHWEST DIRECTION BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1879 ***********************************************************************
 CZ1879  DESIGNATION -  CLARK
 CZ1879  PID         -  CZ1879
 CZ1879  STATE/COUNTY-  AZ/PINAL
 CZ1879  USGS QUAD   -  CLARK RANCH (1972)
 CZ1879
 CZ1879                         *CURRENT SURVEY CONTROL
 CZ1879  ___________________________________________________________________
 CZ1879* NAD 83(1992)-  32 39 38.52855(N)    110 35 29.67275(W)     ADJUSTED  
 CZ1879* NAVD 88     -       777.0    (meters)    2549.     (feet)  VERTCON   
 CZ1879  ___________________________________________________________________
 CZ1879  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CZ1879  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CZ1879  HORZ ORDER  -  SECOND
 CZ1879
 CZ1879.The horizontal coordinates were established by classical geodetic methods
 CZ1879.and adjusted by the National Geodetic Survey in August 1993.
 CZ1879
 CZ1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1879
 CZ1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1879
 CZ1879.The geoid height was determined by GEOID03.
 CZ1879
 CZ1879;                    North         East     Units Scale Factor Converg.
 CZ1879;SPC AZ C     -   184,902.468   337,658.043   MT  1.00009045   +0 42 54.7
 CZ1879;SPC AZ C     -   606,635.39  1,107,801.98   iFT  1.00009045   +0 42 54.7
 CZ1879;SPC AZ E     -   184,206.466   173,503.420   MT  0.99991958   -0 13 45.5
 CZ1879;SPC AZ E     -   604,351.92    569,236.94   iFT  0.99991958   -0 13 45.5
 CZ1879;UTM  12      - 3,613,747.065   538,298.790   MT  0.99961809   +0 13 13.5
 CZ1879
 CZ1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1879!SPC AZ C     -   0.99988245  x   1.00009045  =   0.99997289
 CZ1879!SPC AZ E     -   0.99988245  x   0.99991958  =   0.99980204
 CZ1879!UTM  12      -   0.99988245  x   0.99961809  =   0.99950058
 CZ1879
 CZ1879|---------------------------------------------------------------------|
 CZ1879| PID    Reference Object                     Distance      Geod. Az  |
 CZ1879|                                                           dddmmss.s |
 CZ1879| CZ1729 CLARK RM 1                            6.391 METERS 02819     |
 CZ1879| CC7152 CLARK AZ MK                                        1254552.1 |
 CZ1879| CZ1730 CLARK RM 2                            5.905 METERS 29302     |
 CZ1879|---------------------------------------------------------------------|
 CZ1879
 CZ1879                          SUPERSEDED SURVEY CONTROL
 CZ1879
 CZ1879  NAD 83(1986)-  32 39 38.52660(N)    110 35 29.66837(W) AD(       ) 2
 CZ1879  NAD 27      -  32 39 38.27800(N)    110 35 27.32100(W) AD(       ) 2
 CZ1879  NGVD 29 (07/19/86)  776.3    (m)         2547.     (f) VERT ANG    3  
 CZ1879
 CZ1879.Superseded values are not recommended for survey control.
 CZ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1879.See file dsdata.txt to determine how the superseded data were derived.
 CZ1879
 CZ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3829913747(NAD 83)
 CZ1879_MARKER: DS = TRIANGULATION STATION DISK
 CZ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1879
 CZ1879  HISTORY     - Date     Condition        Report By
 CZ1879  HISTORY     - 1947     MONUMENTED       CGS
 CZ1879  HISTORY     - 1977     GOOD             NGS
 CZ1879
 CZ1879                          STATION DESCRIPTION
 CZ1879
 CZ1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1879'STATION IS LOCATED ABOUT 12 MILES EAST-NORTHEAST OF ORACLE,
 CZ1879'5 MILES SOUTH-SOUTHEAST OF MOMMOTH, IN THE APPROXIMATE CENTER
 CZ1879'OF A SMALL ISOLATED HILL BETWEEN THE SAN PEDRO RIVER AND THE
 CZ1879'GRAVEL ROAD WHICH GOES ALONG THE EAST SIDE OF THE RIVER, 8
 CZ1879'FEET SOUTHEAST OF WHITE WITNESS POST, PROJECTS 2 INCHES,
 CZ1879'AND STAMPED--CLARK 1947.
 CZ1879'
 CZ1879'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 CZ1879'AS STATION, PROJECTS 2 INCHES, AND STAMPED--CLARK NO 1 1947.
 CZ1879'
 CZ1879'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1879'STATION, PROJECTS 2 INCHES, AND STAMPED--CLARK NO 2 1947.
 CZ1879'
 CZ1879'AZIMUTH MARK 15 PACES SOUTHEAST OF CATTLE GUARD, 10 PACES
 CZ1879'EAST OF CENTERLINE OF ROAD, 2 FEET NORTHWEST OF WHITE WITNESS
 CZ1879'POST, 1 FOOT EAST OF JOG IN FENCE LINE, PROJECTS 2 INCHES,
 CZ1879'AND STAMPED--CLARK 1947.
 CZ1879'
 CZ1879'TO REACH FROM POST OFFICE IN MAMMOTH, GO SOUTH FOR 0.1 MILE
 CZ1879'TO SIDE ROAD LEFT, IN FRONT OF THE BLUE FRONT TAVERN.  TURN
 CZ1879'LEFT AND GO 0.75 TO A FORK.  TURN RIGHT AND GO 3.4 MILES TO
 CZ1879'A SIDE ROAD LEFT AT A CATTLE GUARD AND SIGN SOMBRERO BUTTE
 CZ1879'11 MILES.  KEEP STRAIGHT AHEAD AND GO 1.7 MILE TO A SIDE ROAD
 CZ1879'RIGHT.  TURN RIGHT AND GO 0.05 MILE TO END OF TRUCK TRAVEL.
 CZ1879'PACK SOUTH TO TOP OF HILL AND STATION AS DESCRIBED ABOVE.
 CZ1879'A 50 YARD PACK.
 CZ1879'
 CZ1879'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, GO 0.05
 CZ1879'MILE BACK TO MAIN ROAD.  TURN RIGHT AND GO 0.2 MILE TO CATTLE
 CZ1879'GUARD AND MARK ON LEFT AS DESCRIBED ABOVE.
 CZ1879
 CZ1879                          STATION RECOVERY (1977)
 CZ1879
 CZ1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1879'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CZ1879'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 CZ1879'
 CZ1879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES S.E. OF
 CZ1879'MAMMOTH.
 CZ1879'
 CZ1879'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1713 ***********************************************************************
 CZ1713  DESIGNATION -  CLARK
 CZ1713  PID         -  CZ1713
 CZ1713  STATE/COUNTY-  AZ/PINAL
 CZ1713  USGS QUAD   -  CLARK RANCH (1972)
 CZ1713
 CZ1713                         *CURRENT SURVEY CONTROL
 CZ1713  ___________________________________________________________________
 CZ1713* NAD 83(1992)-  32 39 15.02892(N)    110 34 33.96715(W)     ADJUSTED  
 CZ1713* NAVD 88     -       858.5    (meters)    2817.     (feet)  VERTCON   
 CZ1713  ___________________________________________________________________
 CZ1713  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CZ1713  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CZ1713  HORZ ORDER  -  THIRD
 CZ1713
 CZ1713.The horizontal coordinates were established by classical geodetic methods
 CZ1713.and adjusted by the National Geodetic Survey in August 1993.
 CZ1713
 CZ1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1713
 CZ1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1713
 CZ1713.The geoid height was determined by GEOID03.
 CZ1713
 CZ1713;                    North         East     Units Scale Factor Converg.
 CZ1713;SPC AZ C     -   184,196.775   339,118.788   MT  1.00009496   +0 43 24.3
 CZ1713;SPC AZ C     -   604,320.13  1,112,594.45   iFT  1.00009496   +0 43 24.3
 CZ1713;UTM  12      - 3,613,029.126   539,752.698   MT  0.99961949   +0 13 43.4
 CZ1713
 CZ1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1713!SPC AZ C     -   0.99986965  x   1.00009496  =   0.99996460
 CZ1713!UTM  12      -   0.99986965  x   0.99961949  =   0.99948919
 CZ1713
 CZ1713:                Primary Azimuth Mark                     Grid Az
 CZ1713:SPC AZ C     -  PEPPER                                   214 17 26.8
 CZ1713:UTM  12      -  PEPPER                                   214 47 07.7
 CZ1713
 CZ1713|---------------------------------------------------------------------|
 CZ1713| PID    Reference Object                     Distance      Geod. Az  |
 CZ1713|                                                           dddmmss.s |
 CZ1713| CZ1718 PEPPER                              APPROX.10.3 KM 2150051.1 |
 CZ1713| CZ1729 CLARK RM 1                            4.849 METERS 26227     |
 CZ1713| CZ1730 CLARK RM 2                            4.709 METERS 34229     |
 CZ1713|---------------------------------------------------------------------|
 CZ1713
 CZ1713                          SUPERSEDED SURVEY CONTROL
 CZ1713
 CZ1713  NAD 83(1986)-  32 39 15.02700(N)    110 34 33.96371(W) AD(       ) 3
 CZ1713  NGVD 29 (05/20/88)  857.8    (m)         2814.     (f) VERT ANG    3  
 CZ1713
 CZ1713.Superseded values are not recommended for survey control.
 CZ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1713.See file dsdata.txt to determine how the superseded data were derived.
 CZ1713
 CZ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3975313029(NAD 83)
 CZ1713_MARKER: DD = SURVEY DISK
 CZ1713_SETTING: 80 = SET IN A BOULDER
 CZ1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1713+STABILITY: SURFACE MOTION
 CZ1713
 CZ1713  HISTORY     - Date     Condition        Report By
 CZ1713  HISTORY     - 1946     MONUMENTED       USGS
 CZ1713
 CZ1713                          STATION DESCRIPTION
 CZ1713
 CZ1713'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1713'LOCATED ABOUT 6 MI SSE. OF MAMMOTH, ABOUT 2 MI E. OF SAN PEDRO
 CZ1713'RIVER, 1 MI E. OF CLARK RANCH.  AT WEST END OF HIGH RIDGE
 CZ1713'OVERLOOKING SAN PEDRO RIVER.
 CZ1713'
 CZ1713'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 0.7 MI E.
 CZ1713'CROSSING SAN PEDRO RIVER TO X-RDS.  GO RIGHT 5.9 MI S. TO POINT
 CZ1713'OF RIDGE ON LEFT AT END OF TRUCK TRAVEL.  PACK UP POINT OF RIDGE
 CZ1713'0.5 MI E. TO HIGHEST POINT AND STATION.
 CZ1713'
 CZ1713'STATION MARK--STANDARD TABLET STAMPED---CLARK 1946---, SET IN
 CZ1713'BOULDER.
 CZ1713'
 CZ1713'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, SET IN BOULDER.
 CZ1713'
 CZ1713'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, SET IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6874 ***********************************************************************
 DH6874  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6874  DESIGNATION -  CLARK
 DH6874  PID         -  DH6874
 DH6874  STATE/COUNTY-  AZ/GILA
 DH6874  USGS QUAD   -  EL CAPITAN MTN (1964)
 DH6874
 DH6874                         *CURRENT SURVEY CONTROL
 DH6874  ___________________________________________________________________
 DH6874* NAD 83(2007)-  33 14 14.49655(N)    110 45 33.90282(W)     ADJUSTED  
 DH6874* NAVD 88     -      1482.87   (meters)    4865.0    (feet)  GPS OBS   
 DH6874  ___________________________________________________________________
 DH6874  EPOCH DATE  -        2007.00
 DH6874  X           -  -1,893,198.853 (meters)                     COMP
 DH6874  Y           -  -4,994,534.971 (meters)                     COMP
 DH6874  Z           -   3,476,804.483 (meters)                     COMP
 DH6874  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DH6874  ELLIP HEIGHT-        1455.492 (meters)          (02/10/07) ADJUSTED
 DH6874  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DH6874
 DH6874  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6874  Type    PID    Designation                      North   East  Ellip
 DH6874  -------------------------------------------------------------------
 DH6874  NETWORK DH6874 CLARK                             0.74   0.67   2.39
 DH6874  -------------------------------------------------------------------
 DH6874
 DH6874.The horizontal coordinates were established by GPS observations
 DH6874.and adjusted by the National Geodetic Survey in February 2007.
 DH6874
 DH6874.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6874.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6874.The horizontal coordinates are valid at the epoch date displayed above.
 DH6874.The epoch date for horizontal control is a decimal equivalence
 DH6874.of Year/Month/Day.
 DH6874
 DH6874.The orthometric height was determined by GPS observations and a
 DH6874.high-resolution geoid model.
 DH6874.The orthometric height was determined by GPS observations and a
 DH6874.high-resolution geoid model using precise GPS observation and
 DH6874.processing techniques.
 DH6874
 DH6874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6874
 DH6874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6874
 DH6874.The ellipsoidal height was determined by GPS observations
 DH6874.and is referenced to NAD 83.
 DH6874
 DH6874.The geoid height was determined by GEOID03.
 DH6874
 DH6874;                    North         East     Units Scale Factor Converg.
 DH6874;SPC AZ E     -   248,230.333   158,119.463   MT  0.99993761   -0 19 29.6
 DH6874;SPC AZ E     -   814,403.98    518,764.64   iFT  0.99993761   -0 19 29.6
 DH6874;UTM  12      - 3,677,627.007   522,413.876   MT  0.99960619   +0 07 54.7
 DH6874
 DH6874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6874!SPC AZ E     -   0.99977154  x   0.99993761  =   0.99970917
 DH6874!UTM  12      -   0.99977154  x   0.99960619  =   0.99937782
 DH6874
 DH6874                          SUPERSEDED SURVEY CONTROL
 DH6874
 DH6874  NAD 83(1992)-  33 14 14.49635(N)    110 45 33.90243(W) AD(       ) B
 DH6874  ELLIP H (08/22/05) 1455.504  (m)                       GP(       ) 4 2
 DH6874
 DH6874.Superseded values are not recommended for survey control.
 DH6874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6874.See file dsdata.txt to determine how the superseded data were derived.
 DH6874
 DH6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2241477627(NAD 83)
 DH6874_MARKER: DD = SURVEY DISK
 DH6874_SETTING: 66 = SET IN ROCK OUTCROP
 DH6874_STAMPING: CLARK 2004 NGS
 DH6874_MARK LOGO: AZ-007
 DH6874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6874+STABILITY: POSITION/ELEVATION WELL
 DH6874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6874+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH6874
 DH6874  HISTORY     - Date     Condition        Report By
 DH6874  HISTORY     - 20040401 MONUMENTED       AZ-007
 DH6874
 DH6874                          STATION DESCRIPTION
 DH6874
 DH6874'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6874'STARTING AT INTERSECTION OF US-70 AND SR-77, EAST OF GLOBE, AZ. GO
 DH6874'SOUTH ON HWY 77 TO MILEPOST 171. PULL OFF AT TURNOUT TO EAST. GO
 DH6874'THROUGH LOCKED GATE TO EAST. GO EASTERLY 0.8 MILES ON DIRT ROAD TO
 DH6874'CATTLE GUARD WHERE FORMAL ROAD ENDS. CONTINUE FOOLOWING FENCE LINE
 DH6874'EAST FOR ANOTHER 0.8 MILES. PACK EAST 200FT TO MONUMENT IN ROCK
 DH6874'OUTCROP 2 FT SOUTH OF FENCE LINE. MONUMENT IS 5 FT WEST OF WITNESS
 DH6874'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0859 ***********************************************************************
 ET0859  DESIGNATION -  CLARKDALE
 ET0859  PID         -  ET0859
 ET0859  STATE/COUNTY-  AZ/YAVAPAI
 ET0859  USGS QUAD   -  CLARKDALE (1973)
 ET0859
 ET0859                         *CURRENT SURVEY CONTROL
 ET0859  ___________________________________________________________________
 ET0859* NAD 83(1992)-  34 45 33.57892(N)    112 03 34.57982(W)     ADJUSTED  
 ET0859* NAVD 88     -      1116.6    (meters)    3663.     (feet)  VERTCON   
 ET0859  ___________________________________________________________________
 ET0859  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 ET0859  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 ET0859  HORZ ORDER  -  SECOND
 ET0859
 ET0859.The horizontal coordinates were established by classical geodetic methods
 ET0859.and adjusted by the National Geodetic Survey in August 1993.
 ET0859
 ET0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0859
 ET0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0859
 ET0859.The geoid height was determined by GEOID03.
 ET0859
 ET0859;                    North         East     Units Scale Factor Converg.
 ET0859;SPC AZ C     -   416,886.374   200,274.588   MT  0.99990211   -0 04 53.4
 ET0859;SPC AZ C     - 1,367,737.45    657,068.86   iFT  0.99990211   -0 04 53.4
 ET0859;UTM  12      - 3,846,865.202   403,025.039   MT  0.99971591   -0 36 15.0
 ET0859
 ET0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0859!SPC AZ C     -   0.99982876  x   0.99990211  =   0.99973089
 ET0859!UTM  12      -   0.99982876  x   0.99971591  =   0.99954472
 ET0859
 ET0859:                Primary Azimuth Mark                     Grid Az
 ET0859:SPC AZ C     -  SHEEP                                    089 44 29.9
 ET0859:UTM  12      -  SHEEP                                    090 15 51.5
 ET0859
 ET0859|---------------------------------------------------------------------|
 ET0859| PID    Reference Object                     Distance      Geod. Az  |
 ET0859|                                                           dddmmss.s |
 ET0859| ES1039 SHEEP                               APPROX.10.1 KM 0893936.5 |
 ET0859| CH2920 CLARKDALE RM 1                       10.100 METERS 13529     |
 ET0859| CH2921 CLARKDALE RM 2                        8.314 METERS 31507     |
 ET0859|---------------------------------------------------------------------|
 ET0859
 ET0859                          SUPERSEDED SURVEY CONTROL
 ET0859
 ET0859  NAD 83(1986)-  34 45 33.57498(N)    112 03 34.57573(W) AD(       ) 2
 ET0859  NAD 27      -  34 45 33.50338(N)    112 03 32.00868(W) AD(       ) 2
 ET0859  NGVD 29 (07/19/86) 1115.8    (m)         3661.     (f) VERT ANG    3  
 ET0859
 ET0859.Superseded values are not recommended for survey control.
 ET0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0859.See file dsdata.txt to determine how the superseded data were derived.
 ET0859
 ET0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0302546865(NAD 83)
 ET0859_MARKER: DD = SURVEY DISK
 ET0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0859
 ET0859  HISTORY     - Date     Condition        Report By
 ET0859  HISTORY     - 1979     MONUMENTED       AZDT
 ET0859  HISTORY     - 19980910 MARK NOT FOUND   AZDT
 ET0859  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ET0859
 ET0859                          STATION DESCRIPTION
 ET0859
 ET0859'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ET0859'THE STATION IS LOCATED ABOUT 0.75 MILE WEST-SOUTHWEST OF CLARKDALE AND
 ET0859'2 MILES WEST-NORTHWEST OF COTTONWOOD ABOVE A LOW HWY. CUTBANK IN THE
 ET0859'EAST RIGHT-OF-WAY OF U.S. HWY. 89A.
 ET0859'
 ET0859'THE STATION IS AN ADOT HWY. DIVISION DISK SET IN A 10 INCH DIAMETER
 ET0859'CONCRETE MONUMENT STAMPED---CLARKDALE 1979---AND IS 48 FEET EAST OF
 ET0859'HWY. CENTERLINE MARKED BY A WITNESS POST AND SIGN 3.5 FEET TO EAST
 ET0859'SOUTHEAST.
 ET0859'
 ET0859'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---CLARKDALE
 ET0859'RM 1 1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ET0859'
 ET0859'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---CLARKDALE
 ET0859'RM 2 1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ET0859'
 ET0859'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ET0859'ON EAST MINGUS AVE. FOR 0.8 MILE AND U.S. HWY. 89A, TURN RIGHT ON HWY.
 ET0859'89A AND GO NORTHWEST FOR 2 MILES TO THE STATION ON THE RIGHT ABOVE A
 ET0859'LOW HWY. CUTBANK.  STATION IS 0.3 MILE SOUTHEAST OF THE JUNCTION OF
 ET0859'THE JEROME-CLARKDALE HWY.
 ET0859
 ET0859                          STATION RECOVERY (1998)
 ET0859
 ET0859'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 ET0859'MARK NOT FOUND.
 ET0859
 ET0859                          STATION RECOVERY (2005)
 ET0859
 ET0859'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0859'MARK NOT FOUND.
 ET0859'NEW MARK LABELED ESS WITH DATE 1999 FOUND - 120 SE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1077 ***********************************************************************
 ES1077  DESIGNATION -  CLAY SPRINGS
 ES1077  PID         -  ES1077
 ES1077  STATE/COUNTY-  AZ/NAVAJO
 ES1077  USGS QUAD   -  BIG PUG TANK (1990)
 ES1077
 ES1077                         *CURRENT SURVEY CONTROL
 ES1077  ___________________________________________________________________
 ES1077* NAD 83(1992)-  34 22 46.51466(N)    110 15 19.56715(W)     ADJUSTED  
 ES1077* NAVD 88     -      1949.6    (meters)    6396.     (feet)  VERTCON   
 ES1077  ___________________________________________________________________
 ES1077  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ES1077  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1077  HORZ ORDER  -  FIRST
 ES1077
 ES1077.The horizontal coordinates were established by classical geodetic methods
 ES1077.and adjusted by the National Geodetic Survey in August 1993.
 ES1077
 ES1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1077
 ES1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1077
 ES1077.The geoid height was determined by GEOID03.
 ES1077
 ES1077;                    North         East     Units Scale Factor Converg.
 ES1077;SPC AZ E     -   374,759.255   205,196.600   MT  0.99990082   -0 03 00.5
 ES1077;SPC AZ E     - 1,229,525.11    673,217.19   iFT  0.99990082   -0 03 00.5
 ES1077;UTM  12      - 3,804,496.339   568,452.286   MT  0.99965776   +0 25 13.6
 ES1077
 ES1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1077!SPC AZ E     -   0.99969781  x   0.99990082  =   0.99959866
 ES1077!UTM  12      -   0.99969781  x   0.99965776  =   0.99935567
 ES1077
 ES1077|---------------------------------------------------------------------|
 ES1077| PID    Reference Object                     Distance      Geod. Az  |
 ES1077|                                                           dddmmss.s |
 ES1077| CD1804 CLAY SPRINGS RM 1                    13.807 METERS 07722     |
 ES1077| CD1805 CLAY SPRINGS RM 2                    12.969 METERS 17530     |
 ES1077| CD1803 CLAY SPRINGS AZ MK                                 3124150.2 |
 ES1077| ES1159 PULP MILL WT                        APPROX.15.8 KM 3315503.5 |
 ES1077|---------------------------------------------------------------------|
 ES1077
 ES1077                          SUPERSEDED SURVEY CONTROL
 ES1077
 ES1077  NAD 83(1986)-  34 22 46.50998(N)    110 15 19.57212(W) AD(       ) 1
 ES1077  NAD 27      -  34 22 46.36970(N)    110 15 17.14550(W) AD(       ) 1
 ES1077  NGVD 29 (07/19/86) 1948.7    (m)         6393.     (f) VERT ANG    3  
 ES1077
 ES1077.Superseded values are not recommended for survey control.
 ES1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1077.See file dsdata.txt to determine how the superseded data were derived.
 ES1077
 ES1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6845204496(NAD 83)
 ES1077_MARKER: DS = TRIANGULATION STATION DISK
 ES1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1077
 ES1077  HISTORY     - Date     Condition        Report By
 ES1077  HISTORY     - 1936     MONUMENTED       CGS
 ES1077  HISTORY     - 1958     GOOD             CGS
 ES1077  HISTORY     - 1960     GOOD             USGS
 ES1077
 ES1077                          STATION DESCRIPTION
 ES1077
 ES1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1077'STATION IS ABOUT 3-1/2 MILES NORTHEAST OF THE VILLAGE OF CLAY
 ES1077'SPRINGS, ABOUT 1/2 MILE NORTH OF THE CLEARING LOCALLY KNOWN
 ES1077'AS THE DESERTED SECTION, ABOUT 12 MILES SOUTHWEST OF SNOWFLAKE,
 ES1077'AND ON THE HIGHEST POINT OF A WOODED RIDGE.
 ES1077'
 ES1077'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE NORTHWEST OF THE
 ES1077'STATION, ON A SMALL OPEN KNOLL ON THE EAST SLOPE OF THE
 ES1077'PARALLEL RIDGE TO THE WEST, ABOUT 200 YARDS WEST OF THE BOTTOM
 ES1077'OF THE DRAW AND ABOUT 150 YARDS SOUTH OF A DRAW ON THE EAST
 ES1077'SLOPE OF THE RIDGE.
 ES1077'
 ES1077'TO REACH FROM CLAY SPRINGS GO EAST FROM STORE BUILDING 0.1
 ES1077'MILE ON GRADED ROAD.  JUST AFTER CROSSING SMALL BRIDGE TAKE
 ES1077'LEFT FORK AND GO NORTHEAST, PASS TO SOUTH OF HOUSE WITH LATH
 ES1077'FENCE, THENCE EAST 0.1 MILE AND PASS TO NORTH OF NEW HOUSE.
 ES1077'CONTINUE EAST ACROSS SMALL CLEARED VALLEY ON AN OLD DIM ROAD
 ES1077'0.4 MILE.  KEEP LEFT FORK EAST AND CONTINUE 0.3 MILE.  TAKE
 ES1077'LEFT FORK NORTH ACROSS WASH AND THEN FOLLOW OLD TRACK ROAD EAST
 ES1077'1.7 MILES.  TAKE DIM LEFT FORK AND GO 0.4 MILE.  TURN LEFT OFF
 ES1077'ROAD AND GO NORTHWEST ACROSS COUNTRY 0.1 MILE.  CROSS OLD
 ES1077'WASHED-OUT ROAD AND GO NORTH UP THE SLOPE 0.2 MILE TO
 ES1077'STATION.
 ES1077'
 ES1077'A 15-FOOT TOWER CLEARS ALL LINES.
 ES1077'
 ES1077'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 ES1077'DESCRIBED,
 ES1077
 ES1077                          STATION RECOVERY (1958)
 ES1077
 ES1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1077'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES1077'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 ES1077'
 ES1077'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES SOUTHWEST OF
 ES1077'SNOWFLAKE AND ABOUT 3-1/2 MILES NORTHEAST OF THE VILLAGE OF
 ES1077'CLAY SPRINGS, ON THE HIGHEST PART OF A WOODED RIDGE.
 ES1077'
 ES1077'THE STATION IS A STANDARD DISK STAMPED CLAY SPRINGS 1936 SET
 ES1077'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ES1077'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 29 FEET NORTH OF A JUNIPER
 ES1077'TREE WITH A TRIANGULAR BLAZE.
 ES1077'
 ES1077'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLAY
 ES1077'SPRINGS NO 1 1936 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 ES1077'MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND
 ES1077'IS ABOUT THE SAME ELEVATION AS THE STATION.
 ES1077'
 ES1077'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CALY
 ES1077'SPRINGS NO 2 1936 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 ES1077'MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND
 ES1077'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 15 FEET
 ES1077'SOUTHEAST OF A JUNIPER TREE WITH A TRIANGULAR BLAZE.
 ES1077'
 ES1077'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAY SPRINGS
 ES1077'1936 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 ES1077'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED ABOUT
 ES1077'0.4 MILE NORTHWEST OF THE STATION, ACROSS A RAVINE, ABOUT
 ES1077'200 YARDS ON WEST, UP THE NEXT HILL IN A SMALL OPENING IN THE
 ES1077'TREES.
 ES1077'
 ES1077'TO REACH THE STATION FROM THE POST OFFICE IN CLAY SPRINGS, WHICH
 ES1077'IS ABOUT 21 MILES WEST-NORTHWEST OF SHOW LOW BY STATE ROUTE
 ES1077'160, GO EAST ON STATE ROUTE 160 FOR 0.4 MILE.  CONTINUE STRAIGHT
 ES1077'AHEAD ON A TRACK ROAD AT A POINT WHERE STATE ROUTE 160 CURVES
 ES1077'TO THE RIGHT AND GO EASTERLY FOR 0.1 MILE, PASSING THROUGH A
 ES1077'DUMP GROUND AREA TO A FORK.  TAKE THE RIGHT FORK AND GO EAST
 ES1077'AND NORTH ON THE MAIN TRACK ROAD FOR 0.8 MILE.  PASS THROUGH
 ES1077'A WIRE GATE AND GO NORTHEASTERLY ON THE TRACK ROAD FOR 1.75
 ES1077'MILES.  TAKE THE LEFT FORK AND FOLLOW THE FAINT TRACK ROAD
 ES1077'UPHILL, THROUGH THE TREES, NORTHWESTERLY FOR 0.5 MILE TO THE
 ES1077'HIGHEST PART OF THE RIDGE, A JUNIPER TREE WITH A TRIANGULAR
 ES1077'BLAZE AND THE STATION.  THIS IS A FOUR-WHEEL DRIVE STATION
 ES1077'IN WET WEATHER.
 ES1077
 ES1077                          STATION RECOVERY (1960)
 ES1077
 ES1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1100 ***********************************************************************
 ES1100  DESIGNATION -  CLEAN
 ES1100  PID         -  ES1100
 ES1100  STATE/COUNTY-  AZ/NAVAJO
 ES1100  USGS QUAD   -  HIBBARD (1970)
 ES1100
 ES1100                         *CURRENT SURVEY CONTROL
 ES1100  ___________________________________________________________________
 ES1100* NAD 83(1992)-  34 56 27.34316(N)    110 36 56.30404(W)     ADJUSTED  
 ES1100* NAVD 88     -      1548.8    (meters)    5081.     (feet)  VERTCON   
 ES1100  ___________________________________________________________________
 ES1100  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 ES1100  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES1100  HORZ ORDER  -  SECOND
 ES1100
 ES1100.The horizontal coordinates were established by classical geodetic methods
 ES1100.and adjusted by the National Geodetic Survey in August 1993.
 ES1100
 ES1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1100
 ES1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1100
 ES1100.The geoid height was determined by GEOID03.
 ES1100
 ES1100;                    North         East     Units Scale Factor Converg.
 ES1100;SPC AZ E     -   437,113.525   172,348.568   MT  0.99992072   -0 15 25.7
 ES1100;SPC AZ E     - 1,434,099.49    565,448.06   iFT  0.99992072   -0 15 25.7
 ES1100;SPC AZ C     -   437,794.372   332,205.290   MT  1.00007402   +0 44 42.8
 ES1100;SPC AZ C     - 1,436,333.24  1,089,912.37   iFT  1.00007402   +0 44 42.8
 ES1100;UTM  12      - 3,866,559.736   535,098.763   MT  0.99961518   +0 13 12.5
 ES1100
 ES1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1100!SPC AZ E     -   0.99976075  x   0.99992072  =   0.99968149
 ES1100!SPC AZ C     -   0.99976075  x   1.00007402  =   0.99983475
 ES1100!UTM  12      -   0.99976075  x   0.99961518  =   0.99937602
 ES1100
 ES1100:                Primary Azimuth Mark                     Grid Az
 ES1100:SPC AZ E     -  CLEAN AZ MK                              188 21 35.5
 ES1100:SPC AZ C     -  CLEAN AZ MK                              187 21 27.0
 ES1100:UTM  12      -  CLEAN AZ MK                              187 52 57.3
 ES1100
 ES1100|---------------------------------------------------------------------|
 ES1100| PID    Reference Object                     Distance      Geod. Az  |
 ES1100|                                                           dddmmss.s |
 ES1100| CD1806 CLEAN AZ MK                                        1880609.8 |
 ES1100| CD1807 CLEAN RM 1                           12.674 METERS 18944     |
 ES1100| CD1808 CLEAN RM 2                           12.225 METERS 27847     |
 ES1100|---------------------------------------------------------------------|
 ES1100
 ES1100                          SUPERSEDED SURVEY CONTROL
 ES1100
 ES1100  NAD 83(1986)-  34 56 27.33770(N)    110 36 56.30682(W) AD(       ) 2
 ES1100  NAD 27      -  34 56 27.25320(N)    110 36 53.84230(W) AD(       ) 2
 ES1100  NGVD 29 (07/19/86) 1548.0    (m)         5079.     (f) VERT ANG    3  
 ES1100
 ES1100.Superseded values are not recommended for survey control.
 ES1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1100.See file dsdata.txt to determine how the superseded data were derived.
 ES1100
 ES1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3509966560(NAD 83)
 ES1100_MARKER: DS = TRIANGULATION STATION DISK
 ES1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1100
 ES1100  HISTORY     - Date     Condition        Report By
 ES1100  HISTORY     - 1959     MONUMENTED       CGS
 ES1100  HISTORY     - 1972     GOOD             NGS
 ES1100  HISTORY     - 1974     GOOD             AZHD
 ES1100
 ES1100                          STATION DESCRIPTION
 ES1100
 ES1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1100'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WINSLOW
 ES1100'AND 0.4 MILE NORTH OF AN OLD BLADED COUNTRY ROAD, ON THE
 ES1100'HIGHEST PART OF A LOW RIDGE.
 ES1100'
 ES1100'TO REACH THE STATION FROM THE POST OFFICE AT WINSLOW, GO SOUTH
 ES1100'FOR 0.05 MILE TO THE INTERSECTION OF U.S. HIGHWAY 66 AND
 ES1100'ARIZONA STATE HIGHWAY 65, AND CONTINUE SOUTH ON HIGHWAY 65
 ES1100'FOR 0.85 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND FOLLOW
 ES1100'THE PAVEMENT EASTWARD AS PER SIGN CHEVLON RANGER STATION FOR
 ES1100'4.6 MILES TO THE END OF THE PAVEMENT AT A RECREATION AREA.
 ES1100'CONTINUE EASTWARD ON THE GRAVELED ROAD FOR 1.6 MILES TO A ROAD
 ES1100'LEFT AND SIGNS CHEVLON BRIDGE 8 AND JOSEPH CITY 25.  GO LEFT
 ES1100'TOWARD JOSEPH CITY FOR 1.6 MILES TO A DIM CROSSROAD AND GATE
 ES1100'ON THE RIGHT.  TURN LEFT ON THE DIM TRACK ROAD FOR 0.4 MILE
 ES1100'TO THE STATION.
 ES1100'
 ES1100'TO REACH THE AZIMUTH MARK, TURN RIGHT THROUGH THE GATE MENTIONED
 ES1100'ABOVE AND GO 0.15 MILE SOUTH TO A FEW LARGE BOULDERS ON THE
 ES1100'RIGHT AND THE MARK 100 FEET WEST OF THE DIM TRACK ROAD.
 ES1100'
 ES1100'THE STATION MARK IS A STANDARD DISK STAMPED CLEAN 1959, SET
 ES1100'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 ES1100'8.6 FEET SOUTHWEST OF A WITNESS POST.
 ES1100'
 ES1100'R.M. 1 IS A STANDARD DISK STAMPED CLEAN NO 1 1959, SET IN A
 ES1100'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 48.6
 ES1100'FEET SOUTH OF THE WITNESS POST.
 ES1100'
 ES1100'R.M. 2 IS A STANDARD DISK STAMPED CLEAN NO 2 1959, SET IN A
 ES1100'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 43.6
 ES1100'FEET WEST OF THE WITNESS POST.
 ES1100'
 ES1100'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLEAN 1959, SET
 ES1100'IN A DRILL HOLE IN A SANDSTONE OUTCROP THAT PROJECTS 3 INCHES.
 ES1100'IT IS JUST WEST OF A GROUP OF LARGE BOULDERS ON THE EAST SLOPE
 ES1100'OF A LOW RISE, AND IS 5 FEET EAST OF A 2-FOOT CAIRN.
 ES1100
 ES1100                          STATION RECOVERY (1972)
 ES1100
 ES1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES1100'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 ES1100'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ES1100'DUE TO ROAD CHANGES IN THE AREA A NEW ROUTE TO THE STATION
 ES1100'FOLLOWS.
 ES1100'
 ES1100'TO REACH THE STATION FROM WINSLOW, GO SOUTH ALONG ARIZONA
 ES1100'HIGHWAY 87 FOR 1.3 MILES TO JUNCTION WITH ARIZONA HIGHWAY 97.
 ES1100'TURN LEFT ALONG 97 FOR 5.5 MILES TO MC HOOD PARK ON THE LEFT,
 ES1100'CONTINUE EAST FOR 1.9 MILES TO A GRADED ROAD LEFT.  TURN LEFT
 ES1100'FOR 1.7 MILES TO A DIM CROSSROAD AT A PROMINENT GATE ON THE
 ES1100'RIGHT.  TURN LEFT FOR 1/4 MILE THEN BEAR RIGHT TO THE TOP OF
 ES1100'THE LOW HILL AND THE STATION.
 ES1100'
 ES1100'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1100'
 ES1100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 ES1100'SOUTHEAST OF WINSLOW
 ES1100
 ES1100                          STATION RECOVERY (1974)
 ES1100
 ES1100'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 ES1100'GENERAL LOCATION S23, T18N, R16E.  G AND SR MERIDIAN 9.50
 ES1100'MILES S.E. OF WINSLOW POST OFFICE BY ROAD (7 AIRLINE MILES)
 ES1100'
 ES1100'TO REACH RECOVERED AS DESCRIBED
 ES1100'
 ES1100'STATION MARK STANDARD USC AND GS BRASS CAP IN A 10 IN
 ES1100'SQUARE CONC. POST, PROJECTING 0.2 FT ABOVE GROUND
 ES1100'
 ES1100'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD
 ES1100'
 ES1100'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1014 ***********************************************************************
 ES1014  DESIGNATION -  CLEAR
 ES1014  PID         -  ES1014
 ES1014  STATE/COUNTY-  AZ/YAVAPAI
 ES1014  USGS QUAD   -  WALKER MTN (1969)
 ES1014
 ES1014                         *CURRENT SURVEY CONTROL
 ES1014  ___________________________________________________________________
 ES1014* NAD 83(1992)-  34 30 42.39599(N)    111 44 50.28097(W)     ADJUSTED  
 ES1014* NAVD 88     -      1090.2    (meters)    3577.     (feet)  VERTCON   
 ES1014  ___________________________________________________________________
 ES1014  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 ES1014  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 ES1014  HORZ ORDER  -  SECOND
 ES1014
 ES1014.The horizontal coordinates were established by classical geodetic methods
 ES1014.and adjusted by the National Geodetic Survey in August 1993.
 ES1014
 ES1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1014
 ES1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1014
 ES1014.The geoid height was determined by GEOID03.
 ES1014
 ES1014;                    North         East     Units Scale Factor Converg.
 ES1014;SPC AZ C     -   389,431.055   228,910.872   MT  0.99990298   +0 05 45.5
 ES1014;SPC AZ C     - 1,277,660.94    751,019.92   iFT  0.99990298   +0 05 45.5
 ES1014;UTM  12      - 3,819,156.591   431,404.356   MT  0.99965800   -0 25 24.3
 ES1014
 ES1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1014!SPC AZ C     -   0.99983293  x   0.99990298  =   0.99973593
 ES1014!UTM  12      -   0.99983293  x   0.99965800  =   0.99949099
 ES1014
 ES1014|---------------------------------------------------------------------|
 ES1014| PID    Reference Object                     Distance      Geod. Az  |
 ES1014|                                                           dddmmss.s |
 ES1014| CH2923 CLEAR RM 1                           10.680 METERS 05153     |
 ES1014| ES0988 HACKBERRY                           APPROX.10.3 KM 1610627.2 |
 ES1014| CH2922 CLEAR AZ MK                                        2381212.6 |
 ES1014| CH2924 CLEAR RM 2                           12.883 METERS 33919     |
 ES1014|---------------------------------------------------------------------|
 ES1014
 ES1014                          SUPERSEDED SURVEY CONTROL
 ES1014
 ES1014  NAD 83(1986)-  34 30 42.39014(N)    111 44 50.27843(W) AD(       ) 2
 ES1014  NAD 27      -  34 30 42.29700(N)    111 44 47.75000(W) AD(       ) 2
 ES1014  NGVD 29 (07/19/86) 1089.5    (m)         3574.     (f) VERT ANG    3  
 ES1014
 ES1014.Superseded values are not recommended for survey control.
 ES1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1014.See file dsdata.txt to determine how the superseded data were derived.
 ES1014
 ES1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3140419157(NAD 83)
 ES1014_MARKER: DS = TRIANGULATION STATION DISK
 ES1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1014+STABILITY: SURFACE MOTION
 ES1014
 ES1014  HISTORY     - Date     Condition        Report By
 ES1014  HISTORY     - 1946     MONUMENTED       CGS
 ES1014  HISTORY     - 1959     GOOD             CGS
 ES1014  HISTORY     - 1960     GOOD             USGS
 ES1014  HISTORY     - 1966     GOOD             USGS
 ES1014  HISTORY     - 1972     GOOD             AZHD
 ES1014  HISTORY     - 1979     GOOD             AZDT
 ES1014
 ES1014                          STATION DESCRIPTION
 ES1014
 ES1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1014'STATION IS LOCATED BY AIRLINE ABOUT 7-1/2 MILES SOUTHEAST OF CAMP
 ES1014'VERDE AND 4 MILES EAST OF THE VERDE RIVER.  IT IS ON THE RIDGE
 ES1014'LYING BETWEEN CLEAR CREEK TO THE NORTH AND COTTONWOOD CREEK TO
 ES1014'THE SOUTH.  ABOUT 1 MILE EAST OF THE CAMP VERDE-PINE ROAD AND ON
 ES1014'SOUTH SIDE OF TOMS CREEK ROAD.
 ES1014'
 ES1014'TO REACH FROM CAMP VERDE POST OFFICE GO SOUTH ON THE PINE ROAD
 ES1014'FOR 7.8 MILES TO A T-ROAD LEFT.  TURN LEFT AS PER SIGN TOMS CREEK
 ES1014'ROAD AND GO 0.95 MILE.  STATION IS ON SMALL KNOLL TO RIGHT, 110
 ES1014'FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 ES1014'
 ES1014'MARKED BY A STANDARD TRIANGULATION STATION DISK, STAMPED CLEAR
 ES1014'1946, SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 ES1014'GROUND.
 ES1014'
 ES1014'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 ES1014'REFERENCE MARK DISK, STAMPED CLEAR NO 1 1946, CEMENTED IN A
 ES1014'DRILL HOLE IN A BOULDER, PROJECTING 1 FOOT ABOVE GROUND.
 ES1014'
 ES1014'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION.  A
 ES1014'STANDARD REFERENCE MARK DISK, STAMPED CLEAR NO 2 1946, CEMENTED
 ES1014'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 ES1014'
 ES1014'THE AZIMUTH MARK IS 0.9 MILE SOUTHWEST OF THE STATION.  IT IS
 ES1014'A STANDARD AZIMUTH MARK DISK, STAMPED CLEAR 1946, CEMENTED IN A
 ES1014'DRILL HOLE IN THE NORTH HEADWALL OF A CATTLE GUARD ACROSS TOMS
 ES1014'CREEK ROAD, AT ITS INTERSECTION WITH THE CAMP VERDE-PINE ROAD.
 ES1014'THE MARK IS 1 FOOT WEST OF THE EAST END OF THE HEADWALL.
 ES1014
 ES1014                          STATION RECOVERY (1959)
 ES1014
 ES1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1014'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 ES1014'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES1014'CONDITION.
 ES1014'
 ES1014'THE 1946 TO REACH IS ADEQUATE.
 ES1014
 ES1014                          STATION RECOVERY (1960)
 ES1014
 ES1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1014'RECOVERED AS DESCRIBED BY NGS.
 ES1014
 ES1014                          STATION RECOVERY (1966)
 ES1014
 ES1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1014'RECOVERD AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 ES1014
 ES1014                          STATION RECOVERY (1972)
 ES1014
 ES1014'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1014'GENERAL LOCATION - AS PER DESCRIPTION
 ES1014'
 ES1014'TO REACH - FROM CAMP VERDE P.O. GO SOUTH ALONG PINE ROAD FOR
 ES1014'7.8 MILES TO A T ROAD TO RIGHT, STAY ON F.H. 9 AND GO 0.90 MILE
 ES1014'STATION IS ON SMALL KNOLL TO RIGHT
 ES1014'
 ES1014'STATION MARK - 192 FT SOUTH AT R/W FENCE FROM NEW ROAD
 ES1014'
 ES1014'REFERENCE MARK - R.M. 1 AND 2 BOTH IN AND GOOD.
 ES1014'
 ES1014'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME
 ES1014
 ES1014                          STATION RECOVERY (1979)
 ES1014
 ES1014'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1014'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO DISTANCE OR
 ES1014'ANGLE MEASUREMENTS WERE MADE AT THIS TIME.  A NEW ROUTE TO THE STATION
 ES1014'FOLLOWS.
 ES1014'
 ES1014'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, TRAVEL SOUTH
 ES1014'ON THE NEW PINE ROAD FOR 9.0 MILES.  THE STATION IS ON THE RIGHT ABOUT
 ES1014'300 FEET SOUTH OF THE HIGHWAY CENTERLINE ABOVE A HIGHWAY CUT ON A
 ES1014'CURVE TO THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1103 ***********************************************************************
 ES1103  DESIGNATION -  CLEAR RESET
 ES1103  PID         -  ES1103
 ES1103  STATE/COUNTY-  AZ/NAVAJO
 ES1103  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES1103
 ES1103                         *CURRENT SURVEY CONTROL
 ES1103  ___________________________________________________________________
 ES1103* NAD 83(2007)-  34 51 48.08790(N)    110 39 37.77088(W)     ADJUSTED  
 ES1103* NAVD 88     -      1643.0    (meters)    5390.     (feet)  GPS OBS   
 ES1103  ___________________________________________________________________
 ES1103  EPOCH DATE  -        2007.00
 ES1103  X           -  -1,848,981.268 (meters)                     COMP
 ES1103  Y           -  -4,903,409.797 (meters)                     COMP
 ES1103  Z           -   3,626,364.308 (meters)                     COMP
 ES1103  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ES1103  ELLIP HEIGHT-        1618.693 (meters)          (02/10/07) ADJUSTED
 ES1103  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES1103
 ES1103  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES1103  Type    PID    Designation                      North   East  Ellip
 ES1103  -------------------------------------------------------------------
 ES1103  NETWORK ES1103 CLEAR RESET                       0.43   0.37   1.16
 ES1103  -------------------------------------------------------------------
 ES1103
 ES1103.The horizontal coordinates were established by GPS observations
 ES1103.and adjusted by the National Geodetic Survey in February 2007.
 ES1103
 ES1103.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES1103.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES1103.The horizontal coordinates are valid at the epoch date displayed above.
 ES1103.The epoch date for horizontal control is a decimal equivalence
 ES1103.of Year/Month/Day.
 ES1103
 ES1103.The orthometric height was determined by GPS observations and a
 ES1103.high-resolution geoid model.
 ES1103
 ES1103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1103
 ES1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1103
 ES1103.The ellipsoidal height was determined by GPS observations
 ES1103.and is referenced to NAD 83.
 ES1103
 ES1103.The geoid height was determined by GEOID03.
 ES1103
 ES1103;                    North         East     Units Scale Factor Converg.
 ES1103;SPC AZ E     -   428,527.958   168,209.105   MT  0.99992512   -0 16 56.2
 ES1103;SPC AZ E     - 1,405,931.62    551,867.14   iFT  0.99992512   -0 16 56.2
 ES1103;UTM  12      - 3,857,942.685   531,032.151   MT  0.99961187   +0 11 38.7
 ES1103
 ES1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1103!SPC AZ E     -   0.99974598  x   0.99992512  =   0.99967112
 ES1103!UTM  12      -   0.99974598  x   0.99961187  =   0.99935795
 ES1103
 ES1103|---------------------------------------------------------------------|
 ES1103| PID    Reference Object                     Distance      Geod. Az  |
 ES1103|                                                           dddmmss.s |
 ES1103| CD1810 CLEAR RM 1                           12.049 METERS 02258     |
 ES1103| CD1809 CLEAR AZ MK                                        2025109.1 |
 ES1103| CD1811 CLEAR RM 2                           12.848 METERS 29605     |
 ES1103| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX.17.5 KM 3500108.2 |
 ES1103| FQ0747 WINSLOW AT SF RR PWRHSE STACK       APPROX.17.8 KM 3500512.6 |
 ES1103|---------------------------------------------------------------------|
 ES1103
 ES1103                          SUPERSEDED SURVEY CONTROL
 ES1103
 ES1103  NAD 83(1992)-  34 51 48.08746(N)    110 39 37.77016(W) AD(       ) A
 ES1103  ELLIP H (09/30/99) 1618.708  (m)                       GP(       ) 3 1
 ES1103  NAD 83(1992)-  34 51 48.08809(N)    110 39 37.76665(W) AD(       ) 1
 ES1103  NAD 83(1986)-  34 51 48.08051(N)    110 39 37.77138(W) AD(       ) 1
 ES1103  NAD 27      -  34 51 47.99700(N)    110 39 35.30300(W) AD(       ) 1
 ES1103  NGVD 29 (07/19/86) 1642.1    (m)         5387.     (f) VERT ANG    3  
 ES1103
 ES1103.Superseded values are not recommended for survey control.
 ES1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1103.See file dsdata.txt to determine how the superseded data were derived.
 ES1103
 ES1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3103257943(NAD 83)
 ES1103_MARKER: DS = TRIANGULATION STATION DISK
 ES1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1103_STAMPING: CLEAR RESET 1966
 ES1103_MARK LOGO: CGS   
 ES1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1103+STABILITY: SURFACE MOTION
 ES1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1103+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1998
 ES1103
 ES1103  HISTORY     - Date     Condition        Report By
 ES1103  HISTORY     - 1966     MONUMENTED       CGS
 ES1103  HISTORY     - 1970     GOOD             USGS
 ES1103  HISTORY     - 1974     GOOD             AZHD
 ES1103  HISTORY     - 19981123 GOOD             NGS
 ES1103
 ES1103                          STATION DESCRIPTION
 ES1103
 ES1103'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES1103'RECOVERED AS DESCRIBED BY NGS EXCEPT STATION APPARENTLY RESET
 ES1103'OVER ORIGINAL POINT.  NGS HAS NO RECORD OF THIS RESET.  RM 1
 ES1103'SEARCHED FOR NOT FOUND.
 ES1103'
 ES1103'STATION MARK--CGS DISK STAMPED---CLEAR RESET 1966---, SET IN
 ES1103'CONCRETE POST PROJECTING 0.8 FT ABOVE GROUND.
 ES1103
 ES1103                          STATION RECOVERY (1974)
 ES1103
 ES1103'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 ES1103'GENERAL LOCATION N.W. 1/4 SECTION 21, T17N, R16E, G AND SR
 ES1103'MERIDIAN 13.20 MILES S. OF WINSLOW P.O.
 ES1103'
 ES1103'TO REACH FROM THE P.O. IN WINSLOW, GO S. ON ARIZ HWYS 87 AND
 ES1103'99 FOR 0.15 MILES, UNDER THE SANTA FE RAILROAD.  CONTINUE S. FOR
 ES1103'1.10 MILES (CROSSING THE WINSLOW FLOOD CONTROL DIKE) TO THE JCT
 ES1103'OF HWY 87 S. AND 99 S. EASTERLY.  TURN LEFT ON HWY 99, TOWARD
 ES1103'CHEVELON RANGER STATION, FOR 11.95 MILES TO THE CREST OF A LOW
 ES1103'RIDGE, AND THE STATION ON THE RT.
 ES1103'
 ES1103'REFERENCE MARKS R.M. 1 DESTROYED R.M. 2 (1936) IN AND GOOD
 ES1103'
 ES1103'AZIMUTH MARK 0.45 MILES S.S.W. IN AND GOOD (66 FT W. OF
 ES1103'CENTERLINE PAVEMENT)
 ES1103
 ES1103                          STATION RECOVERY (1998)
 ES1103
 ES1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ES1103'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) SOUTHEAST OF WINSLOW,
 ES1103'ON THE NORTHWEST SIDE OF STATE HIGHWAY 99, 0.72 KM (0.45 MI) SOUTHEAST
 ES1103'OF HIGHWAY 99 MILEPOST 31.  OWNERSHIP--ARIZONA DEPARTMENT OF
 ES1103'TRANSPORTATION.  TO REACH THE STATION FROM THE EAST END OF THE
 ES1103'EASTBOUND EXIT RAMP OF INTERSTATE HIGHWAY 40 EXIT 252 IN WINSLOW, GO
 ES1103'SOUTH ON THE SERVICE ROAD FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 ES1103'U.S. HISTORIC HIGHWAY ROUTE 66.  TURN LEFT, EAST ON ROUTE 66 AND GO
 ES1103'2.98 KM (1.85 MI) TO THE JUNCTION OF STATE HIGHWAY 87 AT A TRAFFIC
 ES1103'LIGHT.  TURN RIGHT, SOUTH ON STATE HIGHWAY 87 FOR 2.01 KM (1.25 MI) TO
 ES1103'THE JUNCTION OF STATE HIGHWAY 99 ON THE LEFT.  TURN LEFT, SOUTHEAST ON
 ES1103'STATE HIGHWAY 99 FOR 19.31 KM (12.00 MI) TO THE STATION ON THE RIGHT.
 ES1103'THE STATION IS A US COAST AND GEODETIC SURVEY TRIANGULATION DISK SET
 ES1103'IN TOP OF A ROUND CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND.  IT
 ES1103'IS 22.55 M (73.98 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 17.83 M
 ES1103'(58.50 FT) NORTHEAST OF RM 3, 12.80 M (41.99 FT) SOUTHEAST OF RM 2 AND
 ES1103'1.37 M (4.49 FT) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1926 ***********************************************************************
 CZ1926  DESIGNATION -  CLEMENS
 CZ1926  PID         -  CZ1926
 CZ1926  STATE/COUNTY-  AZ/PINAL
 CZ1926  USGS QUAD   -  PICACHO PASS (1980)
 CZ1926
 CZ1926                         *CURRENT SURVEY CONTROL
 CZ1926  ___________________________________________________________________
 CZ1926* NAD 83(1992)-  32 43 41.29377(N)    111 18 10.63143(W)     ADJUSTED  
 CZ1926* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 CZ1926  ___________________________________________________________________
 CZ1926  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CZ1926  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ1926  HORZ ORDER  -  SECOND
 CZ1926
 CZ1926.The horizontal coordinates were established by classical geodetic methods
 CZ1926.and adjusted by the National Geodetic Survey in August 1993.
 CZ1926
 CZ1926.The orthometric height was scaled from a topographic map.
 CZ1926
 CZ1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1926
 CZ1926.The geoid height was determined by GEOID03.
 CZ1926
 CZ1926;                    North         East     Units Scale Factor Converg.
 CZ1926;SPC AZ C     -   191,770.979   270,883.453   MT  0.99994079   +0 19 54.5
 CZ1926;SPC AZ C     -   629,169.88    888,725.24   iFT  0.99994079   +0 19 54.5
 CZ1926;UTM  12      - 3,621,189.435   471,612.847   MT  0.99960994   -0 09 49.7
 CZ1926
 CZ1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1926!SPC AZ C     -   0.99990955  x   0.99994079  =   0.99985035
 CZ1926!UTM  12      -   0.99990955  x   0.99960994  =   0.99951953
 CZ1926
 CZ1926|---------------------------------------------------------------------|
 CZ1926| PID    Reference Object                     Distance      Geod. Az  |
 CZ1926|                                                           dddmmss.s |
 CZ1926| CH4994 CLEMENS RM 1                         11.951 METERS 18233     |
 CZ1926| CH4993 CLEMENS AZ MK                                      2715458.8 |
 CZ1926| CH4995 CLEMENS RM 2                         13.144 METERS 27722     |
 CZ1926|---------------------------------------------------------------------|
 CZ1926
 CZ1926                          SUPERSEDED SURVEY CONTROL
 CZ1926
 CZ1926  NAD 83(1986)-  32 43 41.28620(N)    111 18 10.62951(W) AD(       ) 2
 CZ1926  NAD 27      -  32 43 41.02620(N)    111 18 08.22190(W) AD(       ) 2
 CZ1926
 CZ1926.Superseded values are not recommended for survey control.
 CZ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1926.See file dsdata.txt to determine how the superseded data were derived.
 CZ1926
 CZ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7161321189(NAD 83)
 CZ1926_MARKER: Z = SEE DESCRIPTION
 CZ1926_SETTING: 0 = UNSPECIFIED SETTING
 CZ1926
 CZ1926  HISTORY     - Date     Condition        Report By
 CZ1926  HISTORY     - 1936     MONUMENTED       CGS
 CZ1926  HISTORY     - 1968     GOOD             AMS
 CZ1926  HISTORY     - 1972     GOOD             AZHD
 CZ1926
 CZ1926                          STATION DESCRIPTION
 CZ1926
 CZ1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1926'NO DESCRIPTION AVAILABLE.  STANDARD REFERENCE MARKS WERE SET.
 CZ1926'NO. 1 IS 11.951 METERS (39.21 FEET) FROM STATION
 CZ1926'N 22 DEG 32 MIN 47 SEC W NO. 2 IS 13.144 METERS (43.12 FEET) FROM
 CZ1926'STATION N 82 DEG 25 MIN 35 SEC W.  THE AZIMUTH MARK
 CZ1926'IS 0.2 MILE FROM THE STATION N 88 DEG 44 MIN 55 SEC W.
 CZ1926
 CZ1926                          STATION RECOVERY (1968)
 CZ1926
 CZ1926'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 CZ1926'STATION MARK, AZIMUTH MARK, AND R.M. NO. 1 WERE RECOVERED.
 CZ1926'R.M. NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  NOT PREVIOUSLY
 CZ1926'DESCRIBED.
 CZ1926
 CZ1926                          STATION RECOVERY (1972)
 CZ1926
 CZ1926'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1926'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ1926'
 CZ1926'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CZ1926'
 CZ1926'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0406 ***********************************************************************
 GR0406  DESIGNATION -  CLIFF
 GR0406  PID         -  GR0406
 GR0406  STATE/COUNTY-  AZ/MOHAVE
 GR0406  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0406
 GR0406                         *CURRENT SURVEY CONTROL
 GR0406  ___________________________________________________________________
 GR0406* NAD 83(1986)-  36 07 09.     (N)    114 00 08.     (W)     SCALED    
 GR0406* NAVD 88     -       403.938  (meters)    1325.25   (feet)  POSTED    
 GR0406  ___________________________________________________________________
 GR0406  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR0406  DYNAMIC HT  -         403.530 (meters)    1323.91  (feet)  COMP
 GR0406  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 GR0406
 GR0406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0406
 GR0406.The horizontal coordinates were scaled from a topographic map and have
 GR0406.an estimated accuracy of +/- 6 seconds.
 GR0406
 GR0406.The orthometric height was determined by differential leveling
 GR0406.and adjusted by the  in 1992.
 GR0406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0406.rate of 1.1 thru 2.0 mm/km.
 GR0406
 GR0406.The geoid height was determined by GEOID03.
 GR0406
 GR0406.The dynamic height is computed by dividing the NAVD 88
 GR0406.geopotential number by the normal gravity value computed on the
 GR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0406.degrees latitude (g = 980.6199 gals.).
 GR0406
 GR0406.The modeled gravity was interpolated from observed gravity values.
 GR0406
 GR0406;                    North         East    Units  Estimated Accuracy
 GR0406;SPC AZ W     -   567,780.      190,650.      MT  (+/- 180 meters Scaled)
 GR0406
 GR0406                          SUPERSEDED SURVEY CONTROL
 GR0406
 GR0406  NGVD 29 (??/??/92)  403.258  (m)         1323.02   (f) ADJ UNCH    1 1
 GR0406
 GR0406.Superseded values are not recommended for survey control.
 GR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0406.See file dsdata.txt to determine how the superseded data were derived.
 GR0406
 GR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA698013(NAD 83)
 GR0406_MARKER: DD = SURVEY DISK
 GR0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0406_STAMPING: CLIFF EL. 1323.23
 GR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0406+STABILITY: SURFACE MOTION
 GR0406
 GR0406  HISTORY     - Date     Condition        Report By
 GR0406  HISTORY     - UNK      MONUMENTED       NPS
 GR0406  HISTORY     - 1950     GOOD             NGS
 GR0406
 GR0406                          STATION DESCRIPTION
 GR0406
 GR0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0406'3.5 MI N FROM PIERCES FERRY.
 GR0406'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0406'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GR0406'75 YARDS EAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING
 GR0406'NORTHWEST, 51 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK
 GR0406'ROAD LEADING EAST, 28 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD,
 GR0406'3 FEET NORTHWEST OF A CAIRN, AND SET IN THE TOP OF A CONCRETE POST
 GR0406'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1787 ***********************************************************************
 CZ1787  DESIGNATION -  CLIFF
 CZ1787  PID         -  CZ1787
 CZ1787  STATE/COUNTY-  AZ/COCHISE
 CZ1787  USGS QUAD   -  DRAGOON (1995)
 CZ1787
 CZ1787                         *CURRENT SURVEY CONTROL
 CZ1787  ___________________________________________________________________
 CZ1787* NAD 83(1992)-  32 00 51.11902(N)    110 00 48.97873(W)     ADJUSTED  
 CZ1787* NAVD 88     -      1484.5    (meters)    4870.     (feet)  VERTCON   
 CZ1787  ___________________________________________________________________
 CZ1787  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CZ1787  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CZ1787  HORZ ORDER  -  FIRST
 CZ1787
 CZ1787.The horizontal coordinates were established by classical geodetic methods
 CZ1787.and adjusted by the National Geodetic Survey in August 1993.
 CZ1787
 CZ1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1787
 CZ1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1787
 CZ1787.The geoid height was determined by GEOID03.
 CZ1787
 CZ1787;                    North         East     Units Scale Factor Converg.
 CZ1787;SPC AZ E     -   112,451.669   227,819.591   MT  0.99990258   +0 04 52.1
 CZ1787;SPC AZ E     -   368,935.92    747,439.60   iFT  0.99990258   +0 04 52.1
 CZ1787;UTM  12      - 3,542,434.762   593,157.930   MT  0.99970702   +0 31 22.6
 CZ1787
 CZ1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1787!SPC AZ E     -   0.99977124  x   0.99990258  =   0.99967384
 CZ1787!UTM  12      -   0.99977124  x   0.99970702  =   0.99947832
 CZ1787
 CZ1787:                Primary Azimuth Mark                     Grid Az
 CZ1787:SPC AZ E     -  COCHISE ARIZ ELEC PWR CORP TK            065 00 08.3
 CZ1787:UTM  12      -  COCHISE ARIZ ELEC PWR CORP TK            064 33 37.8
 CZ1787
 CZ1787|---------------------------------------------------------------------|
 CZ1787| PID    Reference Object                     Distance      Geod. Az  |
 CZ1787|                                                           dddmmss.s |
 CZ1787| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX.12.4 KM 0650500.4 |
 CZ1787| CZ1788 CLIFF RM A                           24.578 METERS 11542     |
 CZ1787| CC7165 CLIFF RM 1                           10.815 METERS 12545     |
 CZ1787| CC7166 CLIFF RM 2                           15.939 METERS 18815     |
 CZ1787| CC7164 CLIFF AZ MK                                        3583844.1 |
 CZ1787|---------------------------------------------------------------------|
 CZ1787
 CZ1787                          SUPERSEDED SURVEY CONTROL
 CZ1787
 CZ1787  NAD 83(1986)-  32 00 51.11220(N)    110 00 48.97488(W) AD(       ) 1
 CZ1787  NAD 27      -  32 00 50.81886(N)    110 00 46.73281(W) AD(       ) 1
 CZ1787  NGVD 29 (07/19/86) 1483.6    (m)         4867.     (f) VERT ANG    3  
 CZ1787
 CZ1787.Superseded values are not recommended for survey control.
 CZ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1787.See file dsdata.txt to determine how the superseded data were derived.
 CZ1787
 CZ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9315842435(NAD 83)
 CZ1787_MARKER: DS = TRIANGULATION STATION DISK
 CZ1787_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1787_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1787
 CZ1787  HISTORY     - Date     Condition        Report By
 CZ1787  HISTORY     - 1970     MONUMENTED       NGS
 CZ1787
 CZ1787                          STATION DESCRIPTION
 CZ1787
 CZ1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CZ1787'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DRAGOON, 1-1/2
 CZ1787'MILES SOUTH OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACKS AND ON
 CZ1787'LAND OWNED BY THE STATE OF ARIZONA AND LEASED BY MR. CLIFTON
 CZ1787'COMSTOCK OF DRAGOON, ARIZONA.
 CZ1787'
 CZ1787'TO REACH THE STATION FROM THE POST OFFICE IN DRAGOON GO EAST ON THE
 CZ1787'PAVED ROAD FOR 0.2 MILE TO A CATTLEGUARD AND THE END OF THE
 CZ1787'PAVEMENT.  CONTINUE AHEAD EAST ON THE GRAVELED ROAD FOR 1.3 MILES
 CZ1787'TO A GRADED SIDE ROAD RIGHT AND SIGN WOOD CANYON 2.  TURN RIGHT AND
 CZ1787'GO SOUTH, UP HILL, ON THE GRADED ROAD FOR 0.9 MILE TO A FORK AT
 CZ1787'A DOUBLE POWER LINE.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE
 CZ1787'GRADED ROAD FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 CZ1787'CONTINUE AHEAD SOUTH ON THE GRADED ROAD FOR 0.3 MILE TO A DIM
 CZ1787'FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON THE DIM TRACK ROAD FOR
 CZ1787'0.1 MILE TO THE STATION ON THE LEFT, JUST BEFORE REACHING A GATE
 CZ1787'IN A NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'THE STATION MARK IS A STANDARD DISK STAMPED CLIFF 1970, CEMENTED IN A
 CZ1787'DRILL HOLE IN BEDROCK ABOUT 15 INCHES BELOW THE GROUND SURFACE.  IT
 CZ1787'IS 150 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 48 FEET EAST
 CZ1787'OF A METAL WITNESS POST WITH SIGN, SET IN A NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLIFF NO 1 1970, CEMENTED
 CZ1787'IN A DRILL HOLE IN A 12 X 15-INCH ROCK OUTCROP THAT PROJECTS 4
 CZ1787'INCHES ABOVE THE GROUND SURFACE.  IT IS 128 FEET WEST OF THE CENTER
 CZ1787'OF THE GRADED ROAD AND 75.5 FEET EAST OF A METAL WITNESS POST WITH
 CZ1787'SIGN, SET IN THE NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLIFF NO 2 1970, CEMENTED
 CZ1787'IN A DRILL HOLE IN A 12 X 14-INCH ROCK OUTCROP THAT PROJECTS 1 INCH
 CZ1787'ABOVE THE GROUND SURFACE.  IT IS 54.5 FEET SOUTHEAST OF THE SOUTH
 CZ1787'GATE POST OF A WIRE GATE AND 39.5 FEET SOUTH-SOUTHEAST OF A METAL
 CZ1787'WITNESS POST WITH SIGN, SET IN THE NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLIFF 1970, SET IN THE
 CZ1787'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CZ1787'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 127 FEET WEST
 CZ1787'OF POWER LINE POLE NUMBER 71, 30.5 FEET SOUTH OF THE SOUTH GATE
 CZ1787'POST OF A GATE IN A NORTH-SOUTH FENCE, 14 FEET WEST OF THE CENTER
 CZ1787'OF THE ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 CZ1787'SET IN THE NORTH-SOUTH FENCE.
 CZ1787'
 CZ1787'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0247 ***********************************************************************
 GO0247  DESIGNATION -  CLIFF
 GO0247  PID         -  GO0247
 GO0247  STATE/COUNTY-  AZ/APACHE
 GO0247  USGS QUAD   -  TSAILE (1982)
 GO0247
 GO0247                         *CURRENT SURVEY CONTROL
 GO0247  ___________________________________________________________________
 GO0247* NAD 83(1992)-  36 21 51.53083(N)    109 09 15.77217(W)     ADJUSTED  
 GO0247* NAVD 88     -      2900.5    (meters)    9516.     (feet)  VERTCON   
 GO0247  ___________________________________________________________________
 GO0247  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 GO0247  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 GO0247  HORZ ORDER  -  THIRD
 GO0247
 GO0247.The horizontal coordinates were established by classical geodetic methods
 GO0247.and adjusted by the National Geodetic Survey in August 1993.
 GO0247
 GO0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0247
 GO0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0247
 GO0247.The geoid height was determined by GEOID03.
 GO0247
 GO0247;                    North         East     Units Scale Factor Converg.
 GO0247;SPC AZ E     -   595,409.847   304,202.084   MT  1.00000164   +0 36 00.9
 GO0247;SPC AZ E     - 1,953,444.38    998,038.33   iFT  1.00000164   +0 36 00.9
 GO0247;UTM  12      - 4,025,938.993   665,581.378   MT  0.99993781   +1 05 40.4
 GO0247
 GO0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0247!SPC AZ E     -   0.99954804  x   1.00000164  =   0.99954967
 GO0247!UTM  12      -   0.99954804  x   0.99993781  =   0.99948587
 GO0247
 GO0247:                Primary Azimuth Mark                     Grid Az
 GO0247:SPC AZ E     -  GREASE                                   252 45 32.4
 GO0247:UTM  12      -  GREASE                                   252 15 52.9
 GO0247
 GO0247|---------------------------------------------------------------------|
 GO0247| PID    Reference Object                     Distance      Geod. Az  |
 GO0247|                                                           dddmmss.s |
 GO0247| GO0254 GREASE                              APPROX.13.6 KM 2532133.3 |
 GO0247|---------------------------------------------------------------------|
 GO0247
 GO0247                          SUPERSEDED SURVEY CONTROL
 GO0247
 GO0247  NAD 83(1986)-  36 21 51.53550(N)    109 09 15.76897(W) AD(       ) 3
 GO0247  NGVD 29 (08/22/88) 2899.3    (m)         9512.     (f) VERT ANG    3  
 GO0247
 GO0247.Superseded values are not recommended for survey control.
 GO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0247.See file dsdata.txt to determine how the superseded data were derived.
 GO0247
 GO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF6558125939(NAD 83)
 GO0247_MARKER: DS = TRIANGULATION STATION DISK
 GO0247_SETTING: 80 = SET IN A BOULDER
 GO0247_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0247+STABILITY: SURFACE MOTION
 GO0247
 GO0247  HISTORY     - Date     Condition        Report By
 GO0247  HISTORY     - 1955     MONUMENTED       USGS
 GO0247
 GO0247                          STATION DESCRIPTION
 GO0247
 GO0247'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0247'LOCATED ABOUT 12 MI N. AND 22 MI E. OF CHINLE.  ON HIGHEST POINT
 GO0247'OF 400-FT CLIFF.
 GO0247'
 GO0247'TO REACH FROM CHINLE POST OFFICE, DRIVE 0.1 MI N.  TURN RIGHT 0.5
 GO0247'MI TO GARCIAS TRADING POST.  CONTINUE NORTHEASTERLY 0.3 MI ON
 GO0247'SOUTH RIM RD.  TAKE LEFT FORK CROSSING CHINLE WASH ON NORTH RIM
 GO0247'RD. 27.0 MI TO LUKACHUKAI-FORT DEFIANCE RD.  TURN LEFT 4.9 MI TO
 GO0247'KENNEDYS TRADING POST AT LUKACHUKAI.  TAKE RIGHT FORK ON
 GO0247'LUKACHUKAI-RED ROCK RD. 10.2 MI TO SIGN ROOF BUTTE LO.  TURN
 GO0247'RIGHT 1.1 MI.  TAKE RIGHT FORK (JEEP RECOMMENDED) FOLLOWING
 GO0247'MAIN-TRAVELED RD. 3.5 MI.  TAKE LEFT FORK BETWEEN TWO BLOWN DOWN
 GO0247'TREES 0.1 MI.  TAKE RIGHT FORK 0.1 MI.  TAKE LEFT FORK CROSSING
 GO0247'VALLEY IN SOUTHERLY DIRECTION 1.0 MI.  TAKE LEFT FORK 0.4 MI
 GO0247'PASSING ON SOUTHEAST SIDE OF ASPEN-POLE CORRAL, CONTINUE 3.1 MI.
 GO0247'TAKE LEFT FORK 0.3 MI.  TAKE DIM RIGHT FORK ABOUT 100 YARDS W. OF
 GO0247'HOGAN (HOME OF NAVAJO JACK WHO CAN GUIDE PARTY TO STATION).
 GO0247'CONTINUE 0.4 MI IN SOUTHERLY DIRECTION ON DIM TRACK RD. PASSING
 GO0247'E. OF POTATO PATCH.  ENTER TREES AT DRAW FOLLOWING POOR WAGON RD.
 GO0247'ROUGHLY UP DRAIN 0.6 MI TO HOGAN.  TURN W. AND WORK WAY 1.0 MI TO
 GO0247'HIGHEST POINT OF CLIFF ABOUT 10 FT E. OF EDGE.
 GO0247'
 GO0247'STATION MARK--STANDARD TABLET STAMPED---CLIFF 1955---, IN DRILL
 GO0247'HOLE IN ROCK.
 GO0247'
 GO0247'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, IN DRILL HOLE IN
 GO0247'ROCK.
 GO0247'
 GO0247'RM 2--COPPER NAIL AND WASHER IN HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0847 ***********************************************************************
 ES0847  DESIGNATION -  CLIFF
 ES0847  PID         -  ES0847
 ES0847  STATE/COUNTY-  AZ/COCONINO
 ES0847  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0847
 ES0847                         *CURRENT SURVEY CONTROL
 ES0847  ___________________________________________________________________
 ES0847* NAD 83(1992)-  34 36 05.05305(N)    111 13 46.13518(W)     ADJUSTED  
 ES0847* NAVD 88     -      2170.7    (meters)    7122.     (feet)  VERTCON   
 ES0847  ___________________________________________________________________
 ES0847  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ES0847  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0847  HORZ ORDER  -  SECOND
 ES0847
 ES0847.The horizontal coordinates were established by classical geodetic methods
 ES0847.and adjusted by the National Geodetic Survey in August 1993.
 ES0847
 ES0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0847
 ES0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0847
 ES0847.The geoid height was determined by GEOID03.
 ES0847
 ES0847;                    North         East     Units Scale Factor Converg.
 ES0847;SPC AZ C     -   399,574.222   276,388.750   MT  0.99994895   +0 23 24.9
 ES0847;SPC AZ C     - 1,310,939.05    906,787.24   iFT  0.99994895   +0 23 24.9
 ES0847;UTM  12      - 3,828,865.622   478,958.330   MT  0.99960546   -0 07 49.1
 ES0847
 ES0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0847!SPC AZ C     -   0.99966307  x   0.99994895  =   0.99961203
 ES0847!UTM  12      -   0.99966307  x   0.99960546  =   0.99926866
 ES0847
 ES0847|---------------------------------------------------------------------|
 ES0847| PID    Reference Object                     Distance      Geod. Az  |
 ES0847|                                                           dddmmss.s |
 ES0847| DZ1282 CLIFF RM 1                            6.310 METERS 02041     |
 ES0847| DZ1283 CLIFF RM 2                            5.877 METERS 18438     |
 ES0847| ES0876 ROCK                                APPROX. 1.2 KM 3062957.0 |
 ES0847|---------------------------------------------------------------------|
 ES0847
 ES0847                          SUPERSEDED SURVEY CONTROL
 ES0847
 ES0847  NAD 83(1986)-  34 36 05.04491(N)    111 13 46.13931(W) AD(       ) 2
 ES0847  NGVD 29 (07/10/87) 2169.7    (m)         7118.     (f) VERT ANG    3  
 ES0847
 ES0847.Superseded values are not recommended for survey control.
 ES0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0847.See file dsdata.txt to determine how the superseded data were derived.
 ES0847
 ES0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7895828866(NAD 83)
 ES0847_MARKER: DS = TRIANGULATION STATION DISK
 ES0847_SETTING: 80 = SET IN A BOULDER
 ES0847_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0847+STABILITY: SURFACE MOTION
 ES0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0847+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2008
 ES0847
 ES0847  HISTORY     - Date     Condition        Report By
 ES0847  HISTORY     - 1981     MONUMENTED       AZDT
 ES0847  HISTORY     - 20080724 GOOD             GEOCAC
 ES0847
 ES0847                          STATION DESCRIPTION
 ES0847
 ES0847'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0847'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF PINE, 2.5 MILES
 ES0847'SOUTHWEST OF THE BLUE RIDGE RANGER STATION AND ABOUT 1800 FEET
 ES0847'SOUTHEAST OF ARIZONA HIGHWAY 87.
 ES0847'
 ES0847'THE STATION MARK IS AN AZDT DISK STAMPED---CLIFF 1981---SET IN A
 ES0847'DRILL HOLE IN ROCK AND MARKED BY A CAIRN.
 ES0847'
 ES0847'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CLIFF RM 1 1981---SET
 ES0847'IN A DRILL HOLE IN A BOULDER.
 ES0847'
 ES0847'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CLIFF RM 2 1981---SET
 ES0847'IN A DRILL HOLE IN A BOULDER.
 ES0847'
 ES0847'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTHEAST ON
 ES0847'ARIZONA HIGHWAY 87 FOR 29.75 MILES TO A TRAIL ON THE RIGHT.  THIS
 ES0847'TRAIL IS 1.75 MILES SOUTHWEST OF THE BLUE RIDGE RANGER STATION.  TURN
 ES0847'RIGHT PASSING THROUGH A GATE AND TRAVEL WEST FOR 1.05 MILES TO A TRACK
 ES0847'ROAD ON THE LEFT.  TURN LEFT FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.
 ES0847'PACK UP HILL PASSING BETWEEN 2 LARGE BOULDERS TO THE STATION ON THE
 ES0847'LEFT.
 ES0847
 ES0847                          STATION RECOVERY (2008)
 ES0847
 ES0847'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0847'RECOVERED STATION CLIFF ALONG WITH CLIFF RM 1 AND CLIFF RM 2. RM 2 IS
 ES0847'LOCATED ON THE
 ES0847'BOULDER WITH THE LARGE CAIRN. STATION IS ON NEXT BOULDER NORTH. SOIL
 ES0847'HAD WASHED DOWN SLOPE
 ES0847'AND COVERED STATION. I PLACED A SMALL 4 ROCK CAIRN IMMEDIATELY NORTH
 ES0847'OF THE STATION TO
 ES0847'FACILITATE FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0485 ***********************************************************************
 GP0485  DESIGNATION -  CLIFF
 GP0485  PID         -  GP0485
 GP0485  STATE/COUNTY-  AZ/COCONINO
 GP0485  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0485
 GP0485                         *CURRENT SURVEY CONTROL
 GP0485  ___________________________________________________________________
 GP0485* NAD 83(1992)-  36 32 07.85619(N)    111 35 28.08287(W)     ADJUSTED  
 GP0485* NAVD 88     -      2152.7    (meters)    7063.     (feet)  VERTCON   
 GP0485  ___________________________________________________________________
 GP0485  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 GP0485  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0485  HORZ ORDER  -  SECOND
 GP0485
 GP0485.The horizontal coordinates were established by classical geodetic methods
 GP0485.and adjusted by the National Geodetic Survey in August 1993.
 GP0485
 GP0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0485
 GP0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0485
 GP0485.The geoid height was determined by GEOID03.
 GP0485
 GP0485;                    North         East     Units Scale Factor Converg.
 GP0485;SPC AZ C     -   613,979.184   242,508.624   MT  0.99991046   +0 11 37.7
 GP0485;SPC AZ C     - 2,014,367.40    795,631.97   iFT  0.99991046   +0 11 37.7
 GP0485;UTM  12      - 4,043,510.132   447,084.738   MT  0.99963450   -0 21 06.9
 GP0485
 GP0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0485!SPC AZ C     -   0.99966583  x   0.99991046  =   0.99957632
 GP0485!UTM  12      -   0.99966583  x   0.99963450  =   0.99930045
 GP0485
 GP0485:                Primary Azimuth Mark                     Grid Az
 GP0485:SPC AZ C     -  OTAH                                     186 35 49.8
 GP0485:UTM  12      -  OTAH                                     187 08 34.4
 GP0485
 GP0485|---------------------------------------------------------------------|
 GP0485| PID    Reference Object                     Distance      Geod. Az  |
 GP0485|                                                           dddmmss.s |
 GP0485| GP0498 OTAH                                APPROX. 2.0 KM 1864727.5 |
 GP0485|---------------------------------------------------------------------|
 GP0485
 GP0485                          SUPERSEDED SURVEY CONTROL
 GP0485
 GP0485  NAD 83(1986)-  36 32 07.85514(N)    111 35 28.07790(W) AD(       ) 2
 GP0485  NGVD 29 (07/12/88) 2151.7    (m)         7059.     (f) VERT ANG    3  
 GP0485
 GP0485.Superseded values are not recommended for survey control.
 GP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0485.See file dsdata.txt to determine how the superseded data were derived.
 GP0485
 GP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4708543510(NAD 83)
 GP0485_MARKER: DS = TRIANGULATION STATION DISK
 GP0485_SETTING: 66 = SET IN ROCK OUTCROP
 GP0485_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0485+STABILITY: POSITION/ELEVATION WELL
 GP0485
 GP0485  HISTORY     - Date     Condition        Report By
 GP0485  HISTORY     - 1953     MONUMENTED       USGS
 GP0485  HISTORY     - 1983     GOOD             AZDT
 GP0485
 GP0485                          STATION DESCRIPTION
 GP0485
 GP0485'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0485'LOCATED 10.5 MI NNW. OF CEDAR RIDGE TRADING POST, 10 MI NE. OF
 GP0485'SHINUMO ALTAR BUTTE, ABOUT 1 MI NE. OF U.S. HWY. 89.  ON SANDSTONE
 GP0485'CAP ROCK JUST S. OF DEEP BASIN-TYPE GULLY IN MAIN RIDGE.
 GP0485'
 GP0485'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE
 GP0485'10.1 MI NW. ON HWY. 89 TO CONCRETE BRIDGE.  CONTINUE ABOUT 1 MI TO
 GP0485'POINT OPPOSITE SOUTH END OF 2-MI LONG, RED, STONE RIDGE
 GP0485'PARALLELING MAIN CLIFFS.  FROM HERE STATION CAN BE SEEN TO NE. AT
 GP0485'DISTANCE OF 1 MI.
 GP0485'
 GP0485'STATION MARK--STANDARD TABLET STAMPED---CLIFF 1953---, CEMENTED IN
 GP0485'SANDSTONE.
 GP0485'
 GP0485'RMS--NONE SET.
 GP0485
 GP0485                          STATION RECOVERY (1983)
 GP0485
 GP0485'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0485'THE STATION IS LOCATED 27 MILES SOUTHWEST OF PAGE, 10 MILES NORTH OF
 GP0485'CEDAR RIDGE TRADING POST, 1 MILE NORTHEAST OF U.S. HIGHWAY 89 ON THE
 GP0485'CLIFF ABOVE TANNER WASH.
 GP0485'
 GP0485'THE STATION MARK IS A USGS CAP STAMPED---CLIFF 1953---.  IT IS SET IN
 GP0485'A DRILL HOLE IN SANDSTONE AT THE EDGE OF THE CLIFF.
 GP0485'
 GP0485'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 GP0485'
 GP0485'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0485'ELM STREET 0.1 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL WEST ON
 GP0485'LAKE POWELL BLVD FOR 1.2 MILES TO U.S. HIGHWAY 89.  TURN LEFT AND
 GP0485'TRAVEL SOUTH ALONG U.S. 89 FOR 20.6 MILES TO A ROAD LEFT AT MILE POST
 GP0485'528.45.  TURN LEFT THROUGH A GATE AND TRAVEL 1.0 MILE TO TOP OF HILL
 GP0485'AND A FORK.  TAKE RIGHT FORK SOUTH FOR 0.4 MILE TO A FORK.  TAKE LEFT
 GP0485'FORK FOR 0.65 MILE TO A FORK, TAKE RIGHT FORK 0.3 MILE TO A FORK.
 GP0485'TAKE LEFT FORK FOR 100 FEET TO A FORK, TAKE RIGHT FORK 0.45 MILE TO A
 GP0485'CROSS ROAD, CONTINUE STRAIGHT AHEAD 0.3 MILE TO A FORK.  TAKE THE
 GP0485'RIGHT FORK 2.15 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR
 GP0485'0.6 MILE TO A FORK, TAKE THE RIGHT FORK 0.3 MILE TO A FORK, TAKE THE
 GP0485'LEFT FORK 0.35 MILE TO A FORK, TAKE THE LEFT FORK FOR 1.45 MILES TO A
 GP0485'5 WAY INTERSECTION, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A FORK.
 GP0485'TAKE THE LEFT FORK 0.35 MILE TO A FORK WITH DIM TRACKS ON THE RIGHT.
 GP0485'TURN RIGHT TOWARD MOUNTAIN AND STATION FOR 0.65 MILE A LOW AREA BEFORE
 GP0485'REACHING A SMALL SADDLE BETWEEN TWO SANDSTONE MOUNDS AND A FORK.  TAKE
 GP0485'RIGHT FORK OR DIM TRACKS DOWN AND ACROSS DRAIN FOR 0.75 MILES TO BASE
 GP0485'OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK WEST AND SOUTH AND THEN
 GP0485'WEST TO THE TOP OF THE CLIFFS AND A CAIRN 12 FEET FROM STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1788 ***********************************************************************
 CZ1788  DESIGNATION -  CLIFF RM A
 CZ1788  PID         -  CZ1788
 CZ1788  STATE/COUNTY-  AZ/COCHISE
 CZ1788  USGS QUAD   -  DRAGOON (1995)
 CZ1788
 CZ1788                         *CURRENT SURVEY CONTROL
 CZ1788  ___________________________________________________________________
 CZ1788* NAD 83(1992)-  32 00 50.77296(N)    110 00 48.13487(W)     ADJUSTED  
 CZ1788* NAVD 88     -      1485.7    (meters)    4874.     (feet)  VERTCON   
 CZ1788  ___________________________________________________________________
 CZ1788  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CZ1788  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CZ1788  HORZ ORDER  -  FIRST
 CZ1788
 CZ1788.The horizontal coordinates were established by classical geodetic methods
 CZ1788.and adjusted by the National Geodetic Survey in August 1993.
 CZ1788
 CZ1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1788
 CZ1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1788
 CZ1788.The geoid height was determined by GEOID03.
 CZ1788
 CZ1788;                    North         East     Units Scale Factor Converg.
 CZ1788;SPC AZ E     -   112,441.042   227,841.750   MT  0.99990259   +0 04 52.6
 CZ1788;SPC AZ E     -   368,901.06    747,512.30   iFT  0.99990259   +0 04 52.6
 CZ1788;UTM  12      - 3,542,424.308   593,180.166   MT  0.99970708   +0 31 23.1
 CZ1788
 CZ1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1788!SPC AZ E     -   0.99977105  x   0.99990259  =   0.99967366
 CZ1788!UTM  12      -   0.99977105  x   0.99970708  =   0.99947819
 CZ1788
 CZ1788:                Primary Azimuth Mark                     Grid Az
 CZ1788:SPC AZ E     -  COCHISE ARIZ ELEC PWR CORP TK            064 54 52.9
 CZ1788:UTM  12      -  COCHISE ARIZ ELEC PWR CORP TK            064 28 22.4
 CZ1788
 CZ1788|---------------------------------------------------------------------|
 CZ1788| PID    Reference Object                     Distance      Geod. Az  |
 CZ1788|                                                           dddmmss.s |
 CZ1788| CY1192 COCHISE ARIZ ELEC PWR CORP TK       APPROX.12.4 KM 0645945.5 |
 CZ1788| CZ1783 PHOENIX EL PASO AWY BCN T 2         APPROX. 9.9 KM 2825252.3 |
 CZ1788| CZ1787 CLIFF                                24.578 METERS 29542     |
 CZ1788|---------------------------------------------------------------------|
 CZ1788
 CZ1788                          SUPERSEDED SURVEY CONTROL
 CZ1788
 CZ1788  NAD 83(1986)-  32 00 50.76614(N)    110 00 48.13101(W) AD(       ) 1
 CZ1788  NAD 27      -  32 00 50.47278(N)    110 00 45.88898(W) AD(       ) 1
 CZ1788  NGVD 29 (07/19/86) 1484.8    (m)         4871.     (f) VERT ANG    3  
 CZ1788
 CZ1788.Superseded values are not recommended for survey control.
 CZ1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1788.See file dsdata.txt to determine how the superseded data were derived.
 CZ1788
 CZ1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9318042424(NAD 83)
 CZ1788_MARKER: DS = TRIANGULATION STATION DISK
 CZ1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1788+STABILITY: SURFACE MOTION
 CZ1788
 CZ1788  HISTORY     - Date     Condition        Report By
 CZ1788  HISTORY     - 1970     MONUMENTED       NGS
 CZ1788
 CZ1788                          STATION DESCRIPTION
 CZ1788
 CZ1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CZ1788'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DRAGOON, 1-1/2
 CZ1788'MILES SOUTH OF THE SOUTHERN PACIFIC RAILROAD TRACKS, ON STATE OWNED
 CZ1788'LAND AND LEASED BY MR. CLIFTON COMSTOCK, DRAGOON, ARIZONA.
 CZ1788'
 CZ1788'THE STATION MARK IS A STANDARD DISK, STAMPED CLIFF RM A 1970, SET IN
 CZ1788'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CZ1788'4-INCHES.  IT IS 120 FEET EAST OF A METAL WITNESS POST WITH SIGN
 CZ1788'ATTACHED AND 93 FEET SOUTHWEST OF A BLADED ROAD.
 CZ1788'
 CZ1788'TO REACH CLIFF FROM THE POST OFFICE IN DRAGOON GO EAST ON THE
 CZ1788'PAVED ROAD FOR 0.2 MILE TO A CATTLEGUARD AND THE END OF THE
 CZ1788'PAVEMENT.  CONTINUE AHEAD EAST ON THE GRAVELED ROAD FOR 1.3 MILES
 CZ1788'TO A GRADED SIDE ROAD RIGHT AND SIGN WOOD CANYON 2.  TURN RIGHT AND
 CZ1788'GO SOUTH, UP HILL, ON THE GRADED ROAD FOR 0.9 MILE TO A FORK AT
 CZ1788'A DOUBLE POWER LINE.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE
 CZ1788'GRADED ROAD FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 CZ1788'CONTINUE AHEAD SOUTH ON THE GRADED ROAD FOR 0.3 MILE TO A DIM
 CZ1788'FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON THE DIM TRACK ROAD FOR
 CZ1788'0.1 MILE TO THE STATION ON THE LEFT, JUST BEFORE REACHING A GATE
 CZ1788'IN A NORTH-SOUTH FENCE.
 CZ1788'
 CZ1788'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0516 ***********************************************************************
 GP0516  DESIGNATION -  CLIFF SOUTH BASE
 GP0516  PID         -  GP0516
 GP0516  STATE/COUNTY-  AZ/COCONINO
 GP0516  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0516
 GP0516                         *CURRENT SURVEY CONTROL
 GP0516  ___________________________________________________________________
 GP0516* NAD 83(1992)-  36 31 38.88202(N)    111 36 12.31467(W)     ADJUSTED  
 GP0516* NAVD 88     -      1652.0    (meters)    5420.     (feet)  VERTCON   
 GP0516  ___________________________________________________________________
 GP0516  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 GP0516  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0516  HORZ ORDER  -  THIRD
 GP0516
 GP0516.The horizontal coordinates were established by classical geodetic methods
 GP0516.and adjusted by the National Geodetic Survey in August 1993.
 GP0516
 GP0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0516
 GP0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0516
 GP0516.The geoid height was determined by GEOID03.
 GP0516
 GP0516;                    North         East     Units Scale Factor Converg.
 GP0516;SPC AZ C     -   613,082.499   241,411.368   MT  0.99990969   +0 11 11.2
 GP0516;SPC AZ C     - 2,011,425.52    792,032.05   iFT  0.99990969   +0 11 11.2
 GP0516;UTM  12      - 4,042,624.181   445,979.295   MT  0.99963595   -0 21 33.0
 GP0516
 GP0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0516!SPC AZ C     -   0.99974437  x   0.99990969  =   0.99965408
 GP0516!UTM  12      -   0.99974437  x   0.99963595  =   0.99938041
 GP0516
 GP0516:                Primary Azimuth Mark                     Grid Az
 GP0516:SPC AZ C     -  B 7                                      320 28 31.7
 GP0516:UTM  12      -  B 7                                      321 01 15.9
 GP0516
 GP0516|---------------------------------------------------------------------|
 GP0516| PID    Reference Object                     Distance      Geod. Az  |
 GP0516|                                                           dddmmss.s |
 GP0516| GP0186 B 7                                 APPROX. 1.2 KM 3203942.9 |
 GP0516|---------------------------------------------------------------------|
 GP0516
 GP0516                          SUPERSEDED SURVEY CONTROL
 GP0516
 GP0516  NAD 83(1986)-  36 31 38.88096(N)    111 36 12.31006(W) AD(       ) 3
 GP0516  NGVD 29 (05/08/89) 1651.0    (m)         5417.     (f) VERT ANG    3  
 GP0516
 GP0516.Superseded values are not recommended for survey control.
 GP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0516.See file dsdata.txt to determine how the superseded data were derived.
 GP0516
 GP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4597942624(NAD 83)
 GP0516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GP0516_SETTING: 80 = SET IN A BOULDER
 GP0516_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0516+STABILITY: SURFACE MOTION
 GP0516
 GP0516  HISTORY     - Date     Condition        Report By
 GP0516  HISTORY     - 1954     MONUMENTED       USGS
 GP0516
 GP0516                          STATION DESCRIPTION
 GP0516
 GP0516'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0516'LOCATED ABOUT 1 MI SW. OF STATION CLIFF USGS.  3867 FT SE. OF BM
 GP0516'B 7, 69 FT N. OF CENTER OF CONCRETE BRIDGE.
 GP0516'
 GP0516'TO REACH NOT GIVEN.
 GP0516'
 GP0516'STATION MARK--COPPER NAIL AND WASHER CEMENTED IN LARGE BURIED
 GP0516'STONE.
 GP0516'
 GP0516'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1163 ***********************************************************************
 CG1163  DESIGNATION -  CLINE
 CG1163  PID         -  CG1163
 CG1163  STATE/COUNTY-  AZ/COCHISE
 CG1163  USGS QUAD   -  BENSON (1983)
 CG1163
 CG1163                         *CURRENT SURVEY CONTROL
 CG1163  ___________________________________________________________________
 CG1163* NAD 83(1992)-  31 53 28.72286(N)    110 20 27.74744(W)     ADJUSTED  
 CG1163* NAVD 88     -      1374.3    (meters)    4509.     (feet)  VERTCON   
 CG1163  ___________________________________________________________________
 CG1163  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CG1163  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CG1163  HORZ ORDER  -  SECOND
 CG1163
 CG1163.The horizontal coordinates were established by classical geodetic methods
 CG1163.and adjusted by the National Geodetic Survey in August 1993.
 CG1163
 CG1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1163
 CG1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1163
 CG1163.The geoid height was determined by GEOID03.
 CG1163
 CG1163;                    North         East     Units Scale Factor Converg.
 CG1163;SPC AZ E     -    98,829.516   196,865.056   MT  0.99990335   -0 05 31.6
 CG1163;SPC AZ E     -   324,243.82    645,882.73   iFT  0.99990335   -0 05 31.6
 CG1163;SPC AZ C     -    99,899.189   362,414.645   MT  1.00017392   +0 49 57.3
 CG1163;SPC AZ C     -   327,753.24  1,189,024.43   iFT  1.00017392   +0 49 57.3
 CG1163;UTM  12      - 3,528,577.866   562,316.126   MT  0.99964789   +0 20 53.3
 CG1163
 CG1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1163!SPC AZ E     -   0.99978861  x   0.99990335  =   0.99969198
 CG1163!SPC AZ C     -   0.99978861  x   1.00017392  =   0.99996249
 CG1163!UTM  12      -   0.99978861  x   0.99964789  =   0.99943658
 CG1163
 CG1163|---------------------------------------------------------------------|
 CG1163| PID    Reference Object                     Distance      Geod. Az  |
 CG1163|                                                           dddmmss.s |
 CG1163| CS6098 CLINE RM 1                           10.380 METERS 00643     |
 CG1163| CS6099 CLINE RM 2                           10.817 METERS 17431     |
 CG1163|---------------------------------------------------------------------|
 CG1163
 CG1163                          SUPERSEDED SURVEY CONTROL
 CG1163
 CG1163  NAD 83(1986)-  31 53 28.71649(N)    110 20 27.74409(W) AD(       ) 2
 CG1163  NGVD 29 (06/28/91) 1373.5    (m)         4506.     (f) VERT ANG    3  
 CG1163
 CG1163.Superseded values are not recommended for survey control.
 CG1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1163.See file dsdata.txt to determine how the superseded data were derived.
 CG1163
 CG1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6231628578(NAD 83)
 CG1163_MARKER: DS = TRIANGULATION STATION DISK
 CG1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1163+STABILITY: SURFACE MOTION
 CG1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1163+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 CG1163
 CG1163  HISTORY     - Date     Condition        Report By
 CG1163  HISTORY     - 1986     MONUMENTED       AZDT
 CG1163  HISTORY     - 19981001 GOOD             USPSQD
 CG1163  HISTORY     - 20051031 MARK NOT FOUND   NGS
 CG1163  HISTORY     - 20051101 GOOD             USPSQD
 CG1163
 CG1163                          STATION DESCRIPTION
 CG1163
 CG1163'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1163'THE STATION MARK IS AN AZDT DISK STAMPED---CLINE 1987---,SET IN A
 CG1163'CONCRETE POST.
 CG1163'
 CG1163'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CLINE RM 1 1987 ---SET IN
 CG1163'A CONCRETE POST  99.0 FEET EAST OF SR 90 AND 1.5 FEET WEST OF R/W
 CG1163'FENCE.
 CG1163'
 CG1163'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CLINE RM 2 1987 ---SET IN
 CG1163'A CONCRETE POST 99.0 FEET EAST OF C/L OF SR-90 AND 1.5 FEET OF R/W
 CG1163'FENCE.
 CG1163'
 CG1163'TO REACH THE STATION FROM THE WHETSTONE T I WEST OF BENSON ON I-10,
 CG1163'GO SOUTH ON SR-90 FOR 5.0 MILES TO A CROSS RD. CONTINUE SOUTH ON SR-90
 CG1163'FOR 0.10 MILE TO STATION ON THE LEFT,AT ABOUT MP 294.7.  STATION IS
 CG1163'95.0 FEET EAST OF SR-90, 5.0 FEET WEST OF R/W FENCE AND 4.3 FEET SSE
 CG1163'OF WITNESS POST AND SIGN.
 CG1163
 CG1163                          STATION RECOVERY (1998)
 CG1163
 CG1163'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1163'RECOVERED IN GOOD CONDITION.
 CG1163
 CG1163                          STATION RECOVERY (2005)
 CG1163
 CG1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG1163'CIRCA 2000, HWY 90 WAS 4-LANED WITH NEW NORTH-BOUND LANES REMOVING ANY
 CG1163'SIGN OF MARK.
 CG1163
 CG1163                          STATION RECOVERY (2005)
 CG1163
 CG1163'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 CG1163'RECOVERED AS DESCRIBED.  AZDT DISK STAMPED CLINE 1987 HAS APPARENTLY
 CG1163'BEEN REMOUNTED BY COCHISE COUNTY. THE MARK IS IN THE LOCATION
 CG1163'SPECIFIED BUT IS STAMPED CLINE 2004 COCHISE GEODETIC CONTROL POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5009 ***********************************************************************
 DG5009  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5009  DESIGNATION -  CLINE
 DG5009  PID         -  DG5009
 DG5009  STATE/COUNTY-  AZ/GILA
 DG5009  USGS QUAD   -  BUZZARD ROOST MESA (1972)
 DG5009
 DG5009                         *CURRENT SURVEY CONTROL
 DG5009  ___________________________________________________________________
 DG5009* NAD 83(2007)-  34 04 45.32594(N)    111 02 24.15069(W)     ADJUSTED  
 DG5009* NAVD 88     -      1587.48   (meters)    5208.3    (feet)  GPS OBS   
 DG5009  ___________________________________________________________________
 DG5009  EPOCH DATE  -        2007.00
 DG5009  X           -  -1,899,084.898 (meters)                     COMP
 DG5009  Y           -  -4,936,969.862 (meters)                     COMP
 DG5009  Z           -   3,554,606.829 (meters)                     COMP
 DG5009  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 DG5009  ELLIP HEIGHT-        1561.950 (meters)          (02/10/07) ADJUSTED
 DG5009  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DG5009
 DG5009  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5009  Type    PID    Designation                      North   East  Ellip
 DG5009  -------------------------------------------------------------------
 DG5009  NETWORK DG5009 CLINE                             0.78   0.61   1.71
 DG5009  -------------------------------------------------------------------
 DG5009
 DG5009.The horizontal coordinates were established by GPS observations
 DG5009.and adjusted by the National Geodetic Survey in February 2007.
 DG5009
 DG5009.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5009.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5009.The horizontal coordinates are valid at the epoch date displayed above.
 DG5009.The epoch date for horizontal control is a decimal equivalence
 DG5009.of Year/Month/Day.
 DG5009
 DG5009.The orthometric height was determined by GPS observations and a
 DG5009.high-resolution geoid model.
 DG5009.The orthometric height was determined by GPS observations and a
 DG5009.high-resolution geoid model using precise GPS observation and
 DG5009.processing techniques.
 DG5009
 DG5009.Photographs are available for this station.
 DG5009
 DG5009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5009
 DG5009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5009
 DG5009.The ellipsoidal height was determined by GPS observations
 DG5009.and is referenced to NAD 83.
 DG5009
 DG5009.The geoid height was determined by GEOID03.
 DG5009
 DG5009;                    North         East     Units Scale Factor Converg.
 DG5009;SPC AZ E     -   341,788.680   132,755.324   MT  0.99998006   -0 29 21.9
 DG5009;SPC AZ E     - 1,121,353.94    435,548.96   iFT  0.99998006   -0 29 21.9
 DG5009;UTM  12      - 3,770,944.639   496,305.659   MT  0.99960017   -0 01 20.8
 DG5009
 DG5009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5009!SPC AZ E     -   0.99975486  x   0.99998006  =   0.99973493
 DG5009!UTM  12      -   0.99975486  x   0.99960017  =   0.99935513
 DG5009
 DG5009                          SUPERSEDED SURVEY CONTROL
 DG5009
 DG5009  NAD 83(1992)-  34 04 45.32556(N)    111 02 24.15022(W) AD(       ) A
 DG5009  ELLIP H (03/01/04) 1561.960  (m)                       GP(       ) 4 1
 DG5009
 DG5009.Superseded values are not recommended for survey control.
 DG5009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5009.See file dsdata.txt to determine how the superseded data were derived.
 DG5009
 DG5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9630670945(NAD 83)
 DG5009_MARKER: DD = SURVEY DISK
 DG5009_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DG5009_STAMPING: CLINE 2003 RLS 14169
 DG5009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5009+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DG5009
 DG5009  HISTORY     - Date     Condition        Report By
 DG5009  HISTORY     - 20030604 MONUMENTED       AZ-007
 DG5009
 DG5009                          STATION DESCRIPTION
 DG5009
 DG5009'DESCRIBED BY GILA COUNTY ARIZONA 2003
 DG5009'STATION DESCRIPTION  (2003)
 DG5009' 
 DG5009'DESCRIPTION BY GILA COUNTY SURVEYORS.
 DG5009' 
 DG5009'STARTING FROM THE INTERSECTION OF SR-288 AND BAKER RANCH ROAD IN YOUNG
 DG5009'(THE SCHOOL).  TRAVEL WEST ON BAKER RANCH ROAD 1.7 MILES TO THE
 DG5009'INTERSECTION OF FS-130 ROAD ON THE LEFT,  THEN TRAVEL WEST ON FS-130,
 DG5009'A DISTANCE OF 3.35 MILES, PAST A WINDMILL TO A THREE WAY INTERSECTION.
 DG5009'TURN LEFT AND TRAVEL 0.6 MILES TO A THREE WAY INTERSECTION, TURN RIGHT
 DG5009'AND TRAVEL WEST 0.55 MILES TO THE POINT.
 DG5009' 
 DG5009'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7528 ***********************************************************************
 DK7528  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7528  DESIGNATION -  CLINE
 DK7528  PID         -  DK7528
 DK7528  STATE/COUNTY-  AZ/COCHISE
 DK7528  USGS QUAD   -  BENSON (1983)
 DK7528
 DK7528                         *CURRENT SURVEY CONTROL
 DK7528  ___________________________________________________________________
 DK7528* NAD 83(2007)-  31 54 29.13732(N)    110 20 26.61757(W)     ADJUSTED  
 DK7528* NAVD 88     -      1340.32   (meters)    4397.4    (feet)  GPS OBS   
 DK7528  ___________________________________________________________________
 DK7528  EPOCH DATE  -        2007.00
 DK7528  X           -  -1,884,200.839 (meters)                     COMP
 DK7528  Y           -  -5,082,550.763 (meters)                     COMP
 DK7528  Z           -   3,352,478.277 (meters)                     COMP
 DK7528  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DK7528  ELLIP HEIGHT-        1312.500 (meters)          (11/28/08) ADJUSTED
 DK7528  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DK7528  HORZ ORDER  -  B
 DK7528  ELLP ORDER  -  FOURTH    CLASS II
 DK7528
 DK7528.The horizontal coordinates were established by GPS observations
 DK7528.and adjusted by the National Geodetic Survey in November 2008.
 DK7528
 DK7528.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7528.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7528.The horizontal coordinates are valid at the epoch date displayed above.
 DK7528.The epoch date for horizontal control is a decimal equivalence
 DK7528.of Year/Month/Day.
 DK7528
 DK7528.The orthometric height was determined by GPS observations and a
 DK7528.high-resolution geoid model.
 DK7528.The orthometric height was determined by GPS observations and a
 DK7528.high-resolution geoid model using precise GPS observation and
 DK7528.processing techniques.
 DK7528
 DK7528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7528
 DK7528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7528
 DK7528.The ellipsoidal height was determined by GPS observations
 DK7528.and is referenced to NAD 83.
 DK7528
 DK7528.The geoid height was determined by GEOID03.
 DK7528
 DK7528;                    North         East     Units Scale Factor Converg.
 DK7528;SPC AZ E     -   100,690.136   196,897.732   MT  0.99990334   -0 05 31.2
 DK7528;SPC AZ E     -   330,348.22    645,989.93   iFT  0.99990334   -0 05 31.2
 DK7528;UTM  12      - 3,530,438.207   562,334.496   MT  0.99964792   +0 20 54.5
 DK7528
 DK7528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7528!SPC AZ E     -   0.99979395  x   0.99990334  =   0.99969731
 DK7528!UTM  12      -   0.99979395  x   0.99964792  =   0.99944195
 DK7528
 DK7528                          SUPERSEDED SURVEY CONTROL
 DK7528
 DK7528.No superseded survey control is available for this station.
 DK7528
 DK7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6233430438(NAD 83)
 DK7528_MARKER: DD = SURVEY DISK
 DK7528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7528_STAMPING: CLINE 2005
 DK7528_MARK LOGO: AZ-003
 DK7528_PROJECTION: FLUSH
 DK7528_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7528+STABILITY: SURFACE MOTION
 DK7528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7528+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7528
 DK7528  HISTORY     - Date     Condition        Report By
 DK7528  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7528
 DK7528                          STATION DESCRIPTION
 DK7528
 DK7528'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7528'FROM THE INTERSECTION OF INTERSTATE 10 AND HIGHWAY 90 TRAVEL SOUTH ON
 DK7528'HIGHWAY 90 FOR APROXIMATELY 4.0 MI (6.4 KM) TO THE STATION.  THE
 DK7528'STATION IS LOCATED IN THE EAST RIGHT-OF-WAY OF THE NORTHBOUND LANE,
 DK7528'APPROXIMATELY 2 FEET FROM THE FENCE LINE AND APROX 200 FEET SOUTHWEST
 DK7528'OF A LARGE WATER TANK.
 DK7528' 
 DK7528'IT IS A 3 INCH BRASS DISK SET IN A CONCRETE MONUMENT. IT IS STAMPED
 DK7528'CLINE 2005. IT IS A COCHISE COUNTY HIGHWAY AND FLOODPLAIN DEPARTMENT
 DK7528'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0953 ***********************************************************************
 DW0953  DESIGNATION -  CLIP
 DW0953  PID         -  DW0953
 DW0953  STATE/COUNTY-  AZ/LA PAZ
 DW0953  USGS QUAD   -  PICACHO (1976)
 DW0953
 DW0953                         *CURRENT SURVEY CONTROL
 DW0953  ___________________________________________________________________
 DW0953* NAD 83(1992)-  33 06 05.25598(N)    114 35 08.60620(W)     ADJUSTED  
 DW0953* NAVD 88     -       386.9    (meters)    1269.     (feet)  VERTCON   
 DW0953  ___________________________________________________________________
 DW0953  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DW0953  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DW0953  HORZ ORDER  -  FIRST
 DW0953
 DW0953.The horizontal coordinates were established by classical geodetic methods
 DW0953.and adjusted by the National Geodetic Survey in August 1993.
 DW0953
 DW0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0953
 DW0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0953
 DW0953.The geoid height was determined by GEOID03.
 DW0953
 DW0953;                    North         East     Units Scale Factor Converg.
 DW0953;SPC AZ W     -   233,321.352   135,352.500   MT  1.00000833   -0 27 23.2
 DW0953;SPC AZ W     -   765,490.00    444,069.88   iFT  1.00000833   -0 27 23.2
 DW0953;SPC CA 6     -   604,910.542 2,155,341.240   MT  0.99996233   +0 54 52.4
 DW0953;SPC CA 6     - 1,984,610.67  7,071,315.38   sFT  0.99996233   +0 54 52.4
 DW0953;UTM  11      - 3,665,128.140   725,300.236   MT  1.00022590   +1 19 08.6
 DW0953
 DW0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0953!SPC AZ W     -   0.99994448  x   1.00000833  =   0.99995281
 DW0953!SPC CA 6     -   0.99994448  x   0.99996233  =   0.99990682
 DW0953!UTM  11      -   0.99994448  x   1.00022590  =   1.00017037
 DW0953
 DW0953:                Primary Azimuth Mark                     Grid Az
 DW0953:SPC AZ W     -  CLIP AZ MK                               021 01 38.3
 DW0953:SPC CA 6     -  CLIP AZ MK                               019 39 22.7
 DW0953:UTM  11      -  CLIP AZ MK                               019 15 06.5
 DW0953
 DW0953|---------------------------------------------------------------------|
 DW0953| PID    Reference Object                     Distance      Geod. Az  |
 DW0953|                                                           dddmmss.s |
 DW0953| CE9141 CLIP AZ MK                                         0203415.1 |
 DW0953| CE9142 CLIP RM 1                             6.287 METERS 22755     |
 DW0953| DW0951 NEAR CLIP                             3.885 METERS 31601     |
 DW0953|---------------------------------------------------------------------|
 DW0953
 DW0953                          SUPERSEDED SURVEY CONTROL
 DW0953
 DW0953  NAD 83(1986)-  33 06 05.26067(N)    114 35 08.61322(W) AD(       ) 1
 DW0953  NAD 27      -  33 06 05.12300(N)    114 35 05.77800(W) AD(       ) 1
 DW0953  NGVD 29 (07/19/86)  386.2    (m)         1267.     (f) VERT ANG    3  
 DW0953
 DW0953.Superseded values are not recommended for survey control.
 DW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0953.See file dsdata.txt to determine how the superseded data were derived.
 DW0953
 DW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2530065128(NAD 83)
 DW0953_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0953_SETTING: 66 = SET IN ROCK OUTCROP
 DW0953_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0953+STABILITY: POSITION/ELEVATION WELL
 DW0953
 DW0953  HISTORY     - Date     Condition        Report By
 DW0953  HISTORY     - 1935     MONUMENTED       CGS
 DW0953  HISTORY     - 1949     GOOD             CGS
 DW0953  HISTORY     - 1954     GOOD             USGS
 DW0953  HISTORY     - 1964     GOOD             USGS
 DW0953
 DW0953                          STATION DESCRIPTION
 DW0953
 DW0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0953'STATION IS LOCATED ON A HIGH SHARP GRANITE PEAK 7 MILES E
 DW0953'OF THE COLORADO RIVER, 12 MILES NNW OF THE CASTLE DOME LANDING
 DW0953'AND 1-1/2 MILES DUE E OF THE RED CLOUD MINE.  THE PEAK IS
 DW0953'THE HIGHEST IN THAT VICINITY.
 DW0953'
 DW0953'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0953'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0953'
 DW0953'REACHED FROM THE DOME SUSPENSION BRIDGE AS FOLLOWS--GO NE
 DW0953'FROM THE BRIDGE TAKING THE FIRST RIGHT FORK 6.8 MILES TO
 DW0953'A SIGN READING PETRIFIED FOREST.  TURN LEFT AND GO 0.4 MILE
 DW0953'AND CROSS A NEW ROAD.  KEEP STRAIGHT AHEAD 2.7 MILES AND TAKE
 DW0953'RIGHT FORK.  GO 8.0 MILES AND TAKE RIGHT FORK THEN GO 0.6
 DW0953'MILE TO THE U.S.G.S. BENCH MARK 22M 1925 (12 YARDS W OF THE
 DW0953'ROAD).  GO STRAIGHT AHEAD 1.3 MILES TO A ROAD TURNING TO THE
 DW0953'RIGHT, CONTINUE 2.8 MILES TO ROAD TURNING TO THE RIGHT.
 DW0953'CONTINUE STRAIGHT AHEAD FOR 1.3 MILES AND TAKE LEFT FORK.  GO
 DW0953'2.8 MILES AND TAKE RIGHT FORK.  GO 3.8 MILES AND TAKE RIGHT
 DW0953'FORK.  THEN GO 2.9 MILES TO RED CLOUD MINE.  FROM RED CLOUD
 DW0953'MINE GO 0.1 MILE AND TAKE RIGHT FORK, GO 0.8 MILE AND TAKE
 DW0953'RIGHT FORK.  GO 0.5 MILE PASSING OVER SUMMIT AND TURN
 DW0953'RIGHT TO BOTTOM OF WASH THEN GO 0.3 MILE TO END OF
 DW0953'TRUCK TRAVEL.  U.S.G.S.  BENCH MARK STATION USED AS
 DW0953'REFERENCE MARK.
 DW0953
 DW0953                          STATION RECOVERY (1949)
 DW0953
 DW0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0953'STATION AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION,
 DW0953'WITH THE EXCEPTION OF THE DESCRIPTION TO REACH.  A NEW TO
 DW0953'REACH IS GIVEN BELOW.  AN AZIMUTH MARK WAS ESTABLISHED THIS
 DW0953'DATE, AS DESCRIBED BELOW.
 DW0953'
 DW0953'STATION LOCATED ON HIGHEST PEAK IN NEAR VICINITY, ON HIGH,
 DW0953'SHARP, GRANITE PEAK, ABOUT 12 MILES AIR LINE NORTH NORTHWEST
 DW0953'OF CASTLE DOME LANDING, ABOUT 7 MILES AIR LINE EAST OF THE
 DW0953'COLORADO RIVER, ABOUT 1-1/2 MILE AIR LINE EAST OF THE RED
 DW0953'CLOUD MINE, PROJECTS 2 INCHES, AND
 DW0953'STAMPED, CLIP 1935.
 DW0953'
 DW0953'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN STATION,
 DW0953'PROJECTS 18 INCHES, AND STAMPED,
 DW0953'CLIP NO 1 1935.
 DW0953'
 DW0953'U.S. GEOLOGICAL SURVEY BENCH MARK IS SET IN A DRILL HOLE
 DW0953'IN OUTCROPPING BEDROCK, PROJECTS 18 INCHES, AND IS ABOUT
 DW0953'2 FEET HIGHER THAN STATION.  MARK IS UNSTAMPED.
 DW0953'
 DW0953'AZIMUTH MARK IS ON WEST SLOPE OF ROCKY KNOLL, ABOUT 30 YARDS
 DW0953'EAST OF AND 25 FEET HIGHER THAN TRACK ROAD, 4 FEET EAST OF A
 DW0953'WHITE WITNESS POST, SET FLUSH,
 DW0953'AND STAMPED, CLIP 1949.
 DW0953'
 DW0953'TO REACH FROM COUNTY WELL (ABOUT 60 MILES SOUTH OF QUARTZSITE
 DW0953'VIA STATE HIGHWAY 95) GO SOUTH FOR 0.25 MILE TO A GRADED ROAD
 DW0953'RIGHT.  TURN RIGHT, WEST, AND FOLLOW MAIN TRAVELED ROAD FOR
 DW0953'11.0 MILES TO FORK AND SIGN (CABINS, BOATS, BEER, ETC.).
 DW0953'TAKE RIGHT FORK AND FOLLOW GRADED ROAD NORTHERLY FOR 16.3 MILES
 DW0953'TO RED CLOUD MINE AND FORK.  TAKE RIGHT FORK, TRACK ROAD, AND
 DW0953'GO 0.1 MILE TO FORK AT BOTTOM OF WASH.  TAKE RIGHT FORK AND
 DW0953'GO 0.95 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.5 MILE TO
 DW0953'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE FOR 0.1 MILE
 DW0953'TO FORK.  TAKE RIGHT FORK AND GO 0.3 MILE TO END OF TRUCK
 DW0953'TRAVEL.  PACK SOUTHWESTERLY UP RIDGE TO HIGHEST POINT AND
 DW0953'STATION AS DESCRIBED ABOVE.  A 15 MINUTE PACK.
 DW0953'
 DW0953'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0953
 DW0953                          STATION RECOVERY (1954)
 DW0953
 DW0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0953'RECOVERED IN GOOD CONDITION.
 DW0953
 DW0953                          STATION RECOVERY (1964)
 DW0953
 DW0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DW0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0876 ***********************************************************************
 ET0876  DESIGNATION -  CLIPPER
 ET0876  PID         -  ET0876
 ET0876  STATE/COUNTY-  AZ/YAVAPAI
 ET0876  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0876
 ET0876                         *CURRENT SURVEY CONTROL
 ET0876  ___________________________________________________________________
 ET0876* NAD 83(1992)-  34 34 56.70872(N)    112 18 21.10896(W)     ADJUSTED  
 ET0876* NAVD 88     -      1534.16   (+/-2cm)    5033.3    (feet)  VERTCON   
 ET0876  ___________________________________________________________________
 ET0876  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 ET0876  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ET0876  HORZ ORDER  -  SECOND
 ET0876  VERT ORDER  -  THIRD ? (See Below)
 ET0876
 ET0876.The horizontal coordinates were established by classical geodetic methods
 ET0876.and adjusted by the National Geodetic Survey in August 1993.
 ET0876
 ET0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0876.The vertical order pertains to the NGVD 29 superseded value.
 ET0876
 ET0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0876
 ET0876.The geoid height was determined by GEOID03.
 ET0876
 ET0876;                    North         East     Units Scale Factor Converg.
 ET0876;SPC AZ C     -   397,322.608   177,654.847   MT  0.99991571   -0 13 15.3
 ET0876;SPC AZ C     - 1,303,551.86    582,857.11   iFT  0.99991571   -0 13 15.3
 ET0876;UTM  12      - 3,827,511.281   380,231.869   MT  0.99977680   -0 44 28.6
 ET0876
 ET0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0876!SPC AZ C     -   0.99976333  x   0.99991571  =   0.99967906
 ET0876!UTM  12      -   0.99976333  x   0.99977680  =   0.99954018
 ET0876
 ET0876|---------------------------------------------------------------------|
 ET0876| PID    Reference Object                     Distance      Geod. Az  |
 ET0876|                                                           dddmmss.s |
 ET0876| CH2931 CLIPPER RM 1                         12.230 METERS 11231     |
 ET0876| ET0875 RAFTER                              APPROX. 4.3 KM 1163900.8 |
 ET0876| CH2932 CLIPPER RM 2                         12.043 METERS 29113     |
 ET0876|---------------------------------------------------------------------|
 ET0876
 ET0876                          SUPERSEDED SURVEY CONTROL
 ET0876
 ET0876  NAD 83(1986)-  34 34 56.70549(N)    112 18 21.10681(W) AD(       ) 2
 ET0876  NAD 27      -  34 34 56.61520(N)    112 18 18.51306(W) AD(       ) 2
 ET0876  NGVD 29 (07/19/86) 1533.33   (m)         5030.6    (f) LEVELING    3  
 ET0876
 ET0876.Superseded values are not recommended for survey control.
 ET0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0876.See file dsdata.txt to determine how the superseded data were derived.
 ET0876
 ET0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8023227511(NAD 83)
 ET0876_MARKER: DD = SURVEY DISK
 ET0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0876+STABILITY: SURFACE MOTION
 ET0876
 ET0876  HISTORY     - Date     Condition        Report By
 ET0876  HISTORY     - 1980     MONUMENTED       AZDT
 ET0876
 ET0876                          STATION DESCRIPTION
 ET0876
 ET0876'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0876'THE STATION IS LOCATED 9.7 MILES NORTHEAST OF PRESCOTT, 5.1 MILES
 ET0876'NORTHWEST OF DEWEY AND ALONG THE NORTH RIGHT OF WAY OF ARIZONA HIGHWAY
 ET0876'69.
 ET0876'
 ET0876'THE STATION MARK IS AN ADOT DISK STAMPED, CLIPPER 1980.  IT IS SET IN
 ET0876'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES, 97
 ET0876'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET SOUTH OF THE
 ET0876'WITNESS POST.
 ET0876'
 ET0876'REFERENCE MARK 1 IS AN ADOT DISK STAMPED CLIPPER RM 1 1980.  IT IS SET
 ET0876'IN TOP OF A ROUND CONCRETE MONUMENT.
 ET0876'
 ET0876'REFERENCE MARK 2 IS AN ADOT DISK STAMPED CLIPPER RM 2 1980.  IT IS SET
 ET0876'IN TOP OF A ROUND CONCRETE MONUMENT.
 ET0876'
 ET0876'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT VALLEY PROCEED
 ET0876'EAST FOR 0.05 MILE TO A CROSS ROAD, TURN RIGHT FOR 0.05 MILE TO SR 69.
 ET0876'TURN LEFT AND PROCEED EAST ALONG SR 69 FOR 0.9 MILE TO THE STATION ON
 ET0876'THE LEFT, ON TOP OF A 15 FOOT HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1048 ***********************************************************************
 FS1048  DESIGNATION -  CLUB
 FS1048  PID         -  FS1048
 FS1048  STATE/COUNTY-  AZ/MOHAVE
 FS1048  USGS QUAD   -  KINGMAN (1980)
 FS1048
 FS1048                         *CURRENT SURVEY CONTROL
 FS1048  ___________________________________________________________________
 FS1048* NAD 83(1992)-  35 12 31.71557(N)    114 03 26.78272(W)     ADJUSTED  
 FS1048* NAVD 88     -      1144.0    (meters)    3753.     (feet)  VERTCON   
 FS1048  ___________________________________________________________________
 FS1048  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 FS1048  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS1048  HORZ ORDER  -  SECOND
 FS1048
 FS1048.The horizontal coordinates were established by classical geodetic methods
 FS1048.and adjusted by the National Geodetic Survey in August 1993.
 FS1048
 FS1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1048
 FS1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1048
 FS1048.The geoid height was determined by GEOID03.
 FS1048
 FS1048;                    North         East     Units Scale Factor Converg.
 FS1048;SPC AZ W     -   466,796.647   185,367.702   MT  0.99994299   -0 10 38.1
 FS1048;SPC AZ W     - 1,531,485.06    608,161.75   iFT  0.99994299   -0 10 38.1
 FS1048;UTM  11      - 3,900,167.614   767,869.382   MT  1.00048439   +1 41 51.2
 FS1048;UTM  12      - 3,900,483.709   221,669.551   MT  1.00055483   -1 45 50.1
 FS1048
 FS1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1048!SPC AZ W     -   0.99982492  x   0.99994299  =   0.99976792
 FS1048!UTM  11      -   0.99982492  x   1.00048439  =   1.00030923
 FS1048!UTM  12      -   0.99982492  x   1.00055483  =   1.00037965
 FS1048
 FS1048|---------------------------------------------------------------------|
 FS1048| PID    Reference Object                     Distance      Geod. Az  |
 FS1048|                                                           dddmmss.s |
 FS1048| CC4508 CLUB RM 1                             9.210 METERS 04652     |
 FS1048| CC4507 CLUB AZ MK                                         0851553.6 |
 FS1048| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 4.1 KM 1193456.7 |
 FS1048| FS1049 KINGMAN AIRWAY BEACON TOWER         APPROX. 2.6 KM 1335654.9 |
 FS1048| FS1042 KINGMAN CO SHERIFF DEPT MAST        APPROX. 1.4 KM 1565134.0 |
 FS1048| FS1047 KINGMAN UTIL CO TALL STK            APPROX. 2.2 KM 1833527.4 |
 FS1048| CC4509 CLUB RM 2                            11.188 METERS 23255     |
 FS1048|---------------------------------------------------------------------|
 FS1048
 FS1048                          SUPERSEDED SURVEY CONTROL
 FS1048
 FS1048  NAD 83(1986)-  35 12 31.71305(N)    114 03 26.77840(W) AD(       ) 2
 FS1048  NAD 27      -  35 12 31.72660(N)    114 03 23.95010(W) AD(       ) 2
 FS1048  NGVD 29 (07/19/86) 1143.2    (m)         3751.     (f) VERT ANG    3  
 FS1048
 FS1048.Superseded values are not recommended for survey control.
 FS1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1048.See file dsdata.txt to determine how the superseded data were derived.
 FS1048
 FS1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6786900168(NAD 83)
 FS1048_MARKER: DE = TRAVERSE STATION DISK
 FS1048_SETTING: 66 = SET IN ROCK OUTCROP
 FS1048
 FS1048  HISTORY     - Date     Condition        Report By
 FS1048  HISTORY     - 1961     MONUMENTED       CGS
 FS1048  HISTORY     - 1974     GOOD             NGS
 FS1048
 FS1048                          STATION DESCRIPTION
 FS1048
 FS1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1048'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE BUSINESS
 FS1048'SECTION OF KINGMAN, ABOUT 1/2 MILE WEST OF THE COUNTRY CLUB,
 FS1048'(WHICH IS ON THE TOP OF A BEDROCK FORMATION) AND ON THE NORTH
 FS1048'END OF A LONG RIDGE.
 FS1048'
 FS1048'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 66, 93 AND 466 IN
 FS1048'THE SOUTHWEST EDGE OF KINGMAN, (AT THE CHAMBER OF COMMERCE
 FS1048'BUILDING IN KINGMAN), GO NORTH ON GRANDVIEW AVENUE FOR 0.45 MILE
 FS1048'TO LEAD STREET, TURN RIGHT AND GO EAST ON LEAD STREET FOR 0.2
 FS1048'MILE TO FORK, KEEP LEFT FORK AND GO NORTHERLY ON BLADED ROAD
 FS1048'FOR 0.25 MILE TO FORK, KEEP STRAIGHT AHEAD, (LEFT FORK) AND GO
 FS1048'NORTHERLY FOR 0.35 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 FS1048'EAST AND THEN NORTH ON MAIN ROAD FOR 0.55 MILE TO A GARBAGE
 FS1048'DUMP ON RIGHT, (AND BLADED OFF AREA ON LEFT), TURN LEFT AND GO
 FS1048'WEST FOR ABOUT 0.05 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 FS1048'PACK SOUTHWEST UP STEEP RIDGE FOR ABOUT 0.1 MILE, THEN
 FS1048'RIGHT (NORTHWESTERLY) FOR ABOUT 0.05 MILE TO NORTH END
 FS1048'OF RIDGE AND STATION.
 FS1048'
 FS1048'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CLUB 1961, IS
 FS1048'SET IN A DRILL HOLE ON OUTCROPPING BEDROCK WHICH MEASURES
 FS1048'APPROXIMATELY 9 BY 14 FEET.  THE MARK IS 82 FEET SOUTH OF THE
 FS1048'NORTH EDGE OF RIDGE, 47 FEET NORTH OF THE SOUTH EDGE OF RIDGE
 FS1048'AND 15 FEET EAST-SOUTHEAST OF CENTER OF TWO-5 FEET ROUND
 FS1048'BOULDERS.
 FS1048'
 FS1048'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CLUB NO
 FS1048'1 1961, IS SET IN A DRILL HOLE ON OUTCROPPING BEDROCK AND IS
 FS1048'ABOUT THE SAME ELEVATION AS STATION.  THE MARK IS 42 FEET
 FS1048'EAST-NORTHEAST OF CENTER OF TWO-5 FEET ROUND BOULDERS AND IS
 FS1048'4.4 FEET WEST OF THE EAST EDGE OF BEDROCK FORMATION ON WHICH
 FS1048'IT SETS.
 FS1048'
 FS1048'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CLUB NO
 FS1048'2 1961, IS SET IN A DRILL HOLE ON OUTCROPPING BEDROCK AND IS
 FS1048'ABOUT 1 FOOT LOWER THAN STATION.  THE MARK IS 51 FEET EAST OF
 FS1048'THE WEST EDGE OF RIDGE AND 27 FEET SOUTHWEST OF CENTER OF TWO-5
 FS1048'FEET ROUND BOULDERS.
 FS1048'
 FS1048'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CLUB 1961, IS SET
 FS1048'IN A DRILL HOLE ON OUTCROPPING BEDROCK.  THE MARK IS 52.4 FEET
 FS1048'EAST OF THE SOUTHEAST CORNER OF BUILDING, 45 FEET EAST OF A 8
 FS1048'INCH ELM TREE, 27 FEET SOUTH OF THE SOUTH END OF PARKING AREA
 FS1048'AND 7 FEET NORTH OF THE SOUTH EDGE OF BEDROCK FORMATION.
 FS1048'
 FS1048'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 FS1048'EASTERLY FOLLOWING TRACK ROADS FOR 0.25 MILE TO WIRE GATE,
 FS1048'CONTINUE THROUGH GATE AND GO EASTERLY FOR 0.4 MILE TO COUNTRY
 FS1048'CLUB BUILDING AND AZIMUTH MARK.
 FS1048'
 FS1048'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FS1048
 FS1048                          STATION RECOVERY (1974)
 FS1048
 FS1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FS1048'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FS1048'CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.  THERE IS
 FS1048'ONLY ONE SMALL BREAK IN THE RIMROCK ON ALL SIDES OF THE HILL.
 FS1048'THIS WAS FOUND TO BE ABOUT 0.2 MILE BEFORE REACHING THE
 FS1048'DESCRIBED END OF TRUCK TRAVEL.
 FS1048'
 FS1048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 FS1048'NORTH OF KINGMAN
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0990 ***********************************************************************
 ES0990  DESIGNATION -  CLUB
 ES0990  PID         -  ES0990
 ES0990  STATE/COUNTY-  AZ/YAVAPAI
 ES0990  USGS QUAD   -  TABLE MOUNTAIN (1967)
 ES0990
 ES0990                         *CURRENT SURVEY CONTROL
 ES0990  ___________________________________________________________________
 ES0990* NAD 83(1992)-  34 03 05.24622(N)    111 34 34.09605(W)     ADJUSTED  
 ES0990* NAVD 88     -      1649.0    (meters)    5410.     (feet)  VERTCON   
 ES0990  ___________________________________________________________________
 ES0990  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 ES0990  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 ES0990  HORZ ORDER  -  FIRST
 ES0990
 ES0990.The horizontal coordinates were established by classical geodetic methods
 ES0990.and adjusted by the National Geodetic Survey in August 1993.
 ES0990
 ES0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0990
 ES0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0990
 ES0990.The geoid height was determined by GEOID03.
 ES0990
 ES0990;                    North         East     Units Scale Factor Converg.
 ES0990;SPC AZ C     -   338,413.379   244,797.630   MT  0.99991218   +0 11 26.4
 ES0990;SPC AZ C     - 1,110,280.11    803,141.83   iFT  0.99991218   +0 11 26.4
 ES0990;UTM  12      - 3,768,011.181   446,826.690   MT  0.99963485   -0 19 21.4
 ES0990
 ES0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0990!SPC AZ C     -   0.99974547  x   0.99991218  =   0.99965767
 ES0990!UTM  12      -   0.99974547  x   0.99963485  =   0.99938041
 ES0990
 ES0990:                Primary Azimuth Mark                     Grid Az
 ES0990:SPC AZ C     -  RIDGE                                    192 34 54.9
 ES0990:UTM  12      -  RIDGE                                    193 05 42.7
 ES0990
 ES0990|---------------------------------------------------------------------|
 ES0990| PID    Reference Object                     Distance      Geod. Az  |
 ES0990|                                                           dddmmss.s |
 ES0990| ES0992 RIDGE                               APPROX. 5.8 KM 1924621.3 |
 ES0990|---------------------------------------------------------------------|
 ES0990
 ES0990                          SUPERSEDED SURVEY CONTROL
 ES0990
 ES0990  NAD 83(1986)-  34 03 05.23757(N)    111 34 34.10517(W) AD(       ) 1
 ES0990  NAD 27      -  34 03 05.10100(N)    111 34 31.60200(W) AD(       ) 1
 ES0990  NGVD 29 (10/09/91) 1648.3    (m)         5408.     (f) VERT ANG    3  
 ES0990
 ES0990.Superseded values are not recommended for survey control.
 ES0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0990.See file dsdata.txt to determine how the superseded data were derived.
 ES0990
 ES0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4682768011(NAD 83)
 ES0990_MARKER: DS = TRIANGULATION STATION DISK
 ES0990_SETTING: 66 = SET IN ROCK OUTCROP
 ES0990_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0990+STABILITY: POSITION/ELEVATION WELL
 ES0990
 ES0990  HISTORY     - Date     Condition        Report By
 ES0990  HISTORY     - 1924     MONUMENTED       CGS
 ES0990  HISTORY     - 1966     GOOD             USGS
 ES0990
 ES0990                          STATION DESCRIPTION
 ES0990
 ES0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0990'ABOUT 7 MILES EAST AND 6 MILES NORTH OF THE SEARS K RANCH
 ES0990'ON THE VERDE RIVER, 2 MILES NORTHWEST OF THE CLUB RANCH, AND
 ES0990'1 MILE WEST OF THE CLUB RANCH-J.S. RANCH TRAIL WHERE IT CROSSES
 ES0990'THE HIGH DIVIDE BETWEEN DAVENPORT AND DEADMAN WASHES.  STATION
 ES0990'IS ON THE VERY HIGH PEAK WITH ALMOST VERTICAL SLOPES AT THE
 ES0990'EAST END OF TABLE MOUNTAIN.  TO THE WEST OF THE STATION IS A
 ES0990'SLOPING GRASSY MESA WITH STEEP SIDES.  STATION IS VISIBLE FROM
 ES0990'THE CLUB RANCH, AND EASILY IDENTIFIED AS THE HIGHEST POINT IN
 ES0990'THE VICINITY.  MARKED BY A STANDARD BRONZE DISK AS DESCRIBED.
 ES0990
 ES0990                          STATION RECOVERY (1966)
 ES0990
 ES0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0990'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 ES0990'
 ES0990'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1809 ***********************************************************************
 CZ1809  DESIGNATION -  CLUM
 CZ1809  PID         -  CZ1809
 CZ1809  STATE/COUNTY-  AZ/PIMA
 CZ1809  USGS QUAD   -  AGUA CALIENTE HILL (1981)
 CZ1809
 CZ1809                         *CURRENT SURVEY CONTROL
 CZ1809  ___________________________________________________________________
 CZ1809* NAD 83(1992)-  32 17 42.71284(N)    110 39 57.46555(W)     ADJUSTED  
 CZ1809* NAVD 88     -      1637.2    (meters)    5371.     (feet)  VERTCON   
 CZ1809  ___________________________________________________________________
 CZ1809  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 CZ1809  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CZ1809  HORZ ORDER  -  FIRST
 CZ1809
 CZ1809.The horizontal coordinates were established by classical geodetic methods
 CZ1809.and adjusted by the National Geodetic Survey in August 1993.
 CZ1809
 CZ1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1809
 CZ1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1809
 CZ1809.The geoid height was determined by GEOID03.
 CZ1809
 CZ1809;                    North         East     Units Scale Factor Converg.
 CZ1809;SPC AZ C     -   144,285.054   331,155.002   MT  1.00007106   +0 40 05.9
 CZ1809;SPC AZ C     -   473,376.16  1,086,466.54   iFT  1.00007106   +0 40 05.9
 CZ1809;UTM  12      - 3,573,205.911   531,450.183   MT  0.99961220   +0 10 42.5
 CZ1809
 CZ1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1809!SPC AZ C     -   0.99974741  x   1.00007106  =   0.99981845
 CZ1809!UTM  12      -   0.99974741  x   0.99961220  =   0.99935971
 CZ1809
 CZ1809:                Primary Azimuth Mark                     Grid Az
 CZ1809:SPC AZ C     -  REEF ROCK LOOKOUT TOWER                  125 11 51.2
 CZ1809:UTM  12      -  REEF ROCK LOOKOUT TOWER                  125 41 14.6
 CZ1809
 CZ1809|---------------------------------------------------------------------|
 CZ1809| PID    Reference Object                     Distance      Geod. Az  |
 CZ1809|                                                           dddmmss.s |
 CZ1809| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.14.3 KM 1255157.1 |
 CZ1809| CC7173 CLUM RM 1                             4.959 METERS 13057     |
 CZ1809| CC7172 CLUM AZ MK                                         1565819.3 |
 CZ1809| CC7174 CLUM RM 2                             4.083 METERS 24759     |
 CZ1809|---------------------------------------------------------------------|
 CZ1809
 CZ1809                          SUPERSEDED SURVEY CONTROL
 CZ1809
 CZ1809  NAD 83(1986)-  32 17 42.70852(N)    110 39 57.46072(W) AD(       ) 1
 CZ1809  NAD 27      -  32 17 42.43900(N)    110 39 55.16200(W) AD(       ) 1
 CZ1809  NGVD 29 (07/19/86) 1636.4    (m)         5369.     (f) VERT ANG    3  
 CZ1809
 CZ1809.Superseded values are not recommended for survey control.
 CZ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1809.See file dsdata.txt to determine how the superseded data were derived.
 CZ1809
 CZ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3145073206(NAD 83)
 CZ1809_MARKER: DD = SURVEY DISK
 CZ1809_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1809
 CZ1809  HISTORY     - Date     Condition        Report By
 CZ1809  HISTORY     - 1947     MONUMENTED       CGS
 CZ1809  HISTORY     - 1972     GOOD             AZHD
 CZ1809
 CZ1809                          STATION DESCRIPTION
 CZ1809
 CZ1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1809'STATION LOCATED ABOUT 18-1/2 MILES AIRLINE EAST NORTHEAST
 CZ1809'OF TUCSON, 14 MILES AIRLINE SOUTHWEST OF REDINGTON, 2.2 MILES
 CZ1809'AIRLINE NORTHWEST OF THE REDINGTON - TANQUE VERDE ROAD, ON THE TOP
 CZ1809'OF THE HIGHEST AND MOST PROMINENT MOUNTAINS AT THE WESTERN
 CZ1809'END OF THE PASS BETWEEN THE SANTA CATALINA AND RINCON MOUNTAINS.
 CZ1809'THE POINT THE STATION IS ON IS KNOWN AS AGUA CALIENTE HILL.
 CZ1809'STATION MARK IS SET FLUSH WITH GROUND AND STAMPED--CLUM
 CZ1809'1947
 CZ1809'
 CZ1809'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 CZ1809'STATION, SET FLUSH WITH GROUND AND STAMPED--CLUM NO 1 1947.
 CZ1809'
 CZ1809'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 CZ1809'SET FLUSH WITH GROUND AND STAMPED--CLUM NO 2 1947.
 CZ1809'
 CZ1809'AZIMUTH MARK IS APPROXIMATELY 100 FEET NORTH OF SHARP SWITCHBACK
 CZ1809'IN ROAD, 3 FEET NORTH OF WHITE WITNESS POST, PROJECTS 4 FEET
 CZ1809'AND STAMPED--CLUM 1947.
 CZ1809'
 CZ1809'TO REACH FROM INTERSECTION OF STONE AVENUE AND SPEEDWAY STREET
 CZ1809'IN TUCSON, GO EAST ON SPEEDWAY FOR 6.75 MILES TO CROSSROADS.
 CZ1809'TURN LEFT AND GO 0.45 MILE.  TURN RIGHT AND FOLLOW MACADAM ROAD
 CZ1809'EAST FOR 7.8 MILES TO FORK.  KEEP RIGHT FORK (REDINGTON ROAD)
 CZ1809'AND GO 4.4 MILES TO CATTLE GUARD.  CONTINUE AHEAD FOR 2.1
 CZ1809'MILES (AZIMUTH MARK IS AT THIS POINT AS DESCRIBED ABOVE).
 CZ1809'CONTINUE AHEAD FOR 1.55 MILE TO END OF TRUCK TRAVEL.  FROM
 CZ1809'HERE PACK NORTHWEST DOWN CANYON TO A CANYON COMING IN ON
 CZ1809'RIGHT.  TURN RIGHT UP THIS CANYON TO POINT JUST EAST OF A
 CZ1809'CONE SHAPED HILL.  LEAVE CANYON AND PACK UP HILL, KEEPING
 CZ1809'JUST TO LEFT OF CONE SHAPED HILL.  THENCE UP RIDGE TO
 CZ1809'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A TWO HOUR
 CZ1809'PACK.
 CZ1809
 CZ1809                          STATION RECOVERY (1972)
 CZ1809
 CZ1809'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1809'STATION MARK, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 CZ1809'
 CZ1809'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0646 ***********************************************************************
 DV0646  DESIGNATION -  CLYDE
 DV0646  PID         -  DV0646
 DV0646  STATE/COUNTY-  AZ/MARICOPA
 DV0646  USGS QUAD   -  PHOENIX (1982)
 DV0646
 DV0646                         *CURRENT SURVEY CONTROL
 DV0646  ___________________________________________________________________
 DV0646* NAD 83(1992)-  33 27 35.47055(N)    112 03 23.63199(W)     ADJUSTED  
 DV0646* NAVD 88     -       334.377  (meters)    1097.04   (feet)  ADJUSTED  
 DV0646  ___________________________________________________________________
 DV0646  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 DV0646  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0646  DYNAMIC HT  -         333.990 (meters)    1095.77  (feet)  COMP
 DV0646  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0646
 DV0646  HORZ ORDER  -  SECOND
 DV0646  VERT ORDER  -  SECOND    CLASS 0
 DV0646
 DV0646.The horizontal coordinates were established by classical geodetic methods
 DV0646.and adjusted by the National Geodetic Survey in August 1993.
 DV0646
 DV0646.The orthometric height was determined by differential leveling
 DV0646.and adjusted in November 1993.
 DV0646
 DV0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0646
 DV0646.The geoid height was determined by GEOID03.
 DV0646
 DV0646.The dynamic height is computed by dividing the NAVD 88
 DV0646.geopotential number by the normal gravity value computed on the
 DV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0646.degrees latitude (g = 980.6199 gals.).
 DV0646
 DV0646.The modeled gravity was interpolated from observed gravity values.
 DV0646
 DV0646;                    North         East     Units Scale Factor Converg.
 DV0646;SPC AZ C     -   272,756.821   200,355.641   MT  0.99990208   -0 04 37.7
 DV0646;SPC AZ C     -   894,871.46    657,334.78   iFT  0.99990208   -0 04 37.7
 DV0646;UTM  12      - 3,702,767.347   401,813.138   MT  0.99971886   -0 34 57.3
 DV0646
 DV0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0646!SPC AZ C     -   0.99995219  x   0.99990208  =   0.99985428
 DV0646!UTM  12      -   0.99995219  x   0.99971886  =   0.99967107
 DV0646
 DV0646|---------------------------------------------------------------------|
 DV0646| PID    Reference Object                     Distance      Geod. Az  |
 DV0646|                                                           dddmmss.s |
 DV0646| DV0647 CLYDE RM 1                           21.382 METERS 15925     |
 DV0646| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 1.7 KM 2520600.2 |
 DV0646| DV0644 CLYDE AZ MK                                        2715246.9 |
 DV0646| DV0645 CLYDE RM 2                           20.129 METERS 27705     |
 DV0646|---------------------------------------------------------------------|
 DV0646
 DV0646                          SUPERSEDED SURVEY CONTROL
 DV0646
 DV0646  NAD 83(1986)-  33 27 35.46480(N)    112 03 23.63737(W) AD(       ) 2
 DV0646  NAD 27      -  33 27 35.30840(N)    112 03 21.10370(W) AD(       ) 2
 DV0646  NGVD 29 (??/??/92)  333.708  (m)         1094.84   (f) ADJ UNCH    2 0
 DV0646
 DV0646.Superseded values are not recommended for survey control.
 DV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0646.See file dsdata.txt to determine how the superseded data were derived.
 DV0646
 DV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0181302767(NAD 83)
 DV0646_MARKER: DE = TRAVERSE STATION DISK
 DV0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0646_STAMPING: CLYDE 1963
 DV0646_MARK LOGO: CGS   
 DV0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0646+STABILITY: SURFACE MOTION
 DV0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0646+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV0646
 DV0646  HISTORY     - Date     Condition        Report By
 DV0646  HISTORY     - 1963     MONUMENTED       CGS
 DV0646  HISTORY     - 1963     GOOD             CGS
 DV0646  HISTORY     - 1969     GOOD             AZHD
 DV0646  HISTORY     - 1979     GOOD             AZDT
 DV0646  HISTORY     - 20061203 GOOD             GEOCAC
 DV0646  HISTORY     - 20071002 POOR             INDIV
 DV0646  HISTORY     - 20080430 POOR             GEOCAC
 DV0646
 DV0646                          STATION DESCRIPTION
 DV0646
 DV0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0646'THE STATION IS LOCATED IN THE CITY OF PHOENIX, ABOUT 1.0 MILE
 DV0646'EAST OF CENTRAL AVENUE AND ABOUT 1/2 MILE SOUTH OF EAST MC DOWELL
 DV0646'ROAD ON THE SIDE OF EAST PORTLAND STREET.
 DV0646'
 DV0646'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DV0646'ROAD AND NORTH 12TH STREET, GO SOUTH ON NORTH 12TH STREET FOR 0.4
 DV0646'MILE TO EAST PORTLAND STREET AND STATION ON RIGHT.
 DV0646'
 DV0646'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0646'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 DV0646'GROUND AND STAMPED CLYDE 1963.  THE MARK IS 41 FEET WEST OF
 DV0646'CENTER OF NORTH 12TH STREET, 25 FEET SOUTH OF CENTER OF EAST
 DV0646'PORTLAND STREET, 8 FEET SOUTH OF CURB AND 6 FEET NORTH OF
 DV0646'SIDEWALK.
 DV0646'
 DV0646'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0646'HOLE IN THE WEST CURBING OF NORTH 12TH STREET AND STAMPED
 DV0646'CLYDE NO 1 1963.  THE MARK IS 31 FEET NORTH OF A POWER POLE,
 DV0646'17 FEET WEST OF THE CENTER OF NORTH 12TH STREET AND 6 FEET
 DV0646'EAST OF SIDEWALK.
 DV0646'
 DV0646'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0646'HOLE IN THE SOUTH CURBING OF EAST PORTLAND STREET AND STAMPED
 DV0646'CLYDE NO 2 1963.  THE MARK IS 21 FEET WEST OF CENTER OF DRIVEWAY,
 DV0646'19 FEET SOUTH OF CENTER OF EAST PORTLAND STREET AND 14 FEET NORTH
 DV0646'OF SIDEWALK.
 DV0646'
 DV0646'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DV0646'IN THE NORTH CURBING OF EAST PORTLAND STREET AND STAMPED CLYDE
 DV0646'1963.  THE MARK IS 75 FEET EAST OF A POWER POLE, 30 FEET SOUTH
 DV0646'OF THE SOUTHWEST CORNER OF THE UKRAINIAN ORTHODOX CHURCH AND
 DV0646'18 FEET NORTH OF CENTER OF EAST PORTLAND STREET.
 DV0646'
 DV0646'1/4 CORNER, A PHOENIX CITY SURVEY MARK LOCATED IN THE CENTER
 DV0646'OF THE INTERSECTION OF EAST MC DOWELL ROAD AND NORTH 12TH
 DV0646'STREET.  THE MARK IS A DRILL HOLE IN A ROCK WHICH IS ABOUT 8
 DV0646'INCHES BELOW THE SURFACE OF THE STREET AND ENCASED IN A SMALL
 DV0646'MANHOLE.
 DV0646'
 DV0646'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON EAST
 DV0646'PORTLAND STREET FOR 0.3 MILE TO THE MARK ON RIGHT.
 DV0646'
 DV0646'HEIGHT OF LIGHT ABOVE STATION MARK 18.1 METERS.
 DV0646
 DV0646                          STATION RECOVERY (1963)
 DV0646
 DV0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0646'IN PHOENIX.
 DV0646'AT THE INTERSECTION OF NORTH 12TH STREET AND EAST PORTLAND STREET IN
 DV0646'PHOENIX, ABOUT 1.0 MILE EAST OF NORTH CENTRAL AVENUE, 27 FEET SOUTH OF
 DV0646'THE CENTER OF EAST PORTLAND, 42 FEET WEST OF THE CENTER OF NORTH 12TH
 DV0646'STREET, 44 FEET EAST OF THE CENTER OF A DRIVE TO HOUSE NO. 1149, 6
 DV0646'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK, 15 FEET WEST-SOUTHWEST
 DV0646'OF A STREET SIGN POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET,
 DV0646'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0646
 DV0646                          STATION RECOVERY (1969)
 DV0646
 DV0646'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0646'GENERAL LOCATION PHOENIX
 DV0646'
 DV0646'STATION MARK ALL MARKS RECOVERED AS DESCRIBED DESCRIPTION
 DV0646'IS ADEQUATE
 DV0646
 DV0646                          STATION RECOVERY (1979)
 DV0646
 DV0646'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0646'RECOVERED IN GOOD CONDITION.
 DV0646
 DV0646                          STATION RECOVERY (2006)
 DV0646
 DV0646'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0646'RECOVERED IN GOOD CONDITION.
 DV0646
 DV0646                          STATION RECOVERY (2007)
 DV0646
 DV0646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MLB)
 DV0646'MARK FOUND AS DESCRIBED BUT DAMAGED. DISK CLEARLY BEATEN WITH A
 DV0646'HAMMER. GPS MEASUREMENTS INDICATE LIKELY MOTION ON THIS STATION.
 DV0646
 DV0646                          STATION RECOVERY (2008)
 DV0646
 DV0646'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0646'THE STATION MARK IS IN POOR CONDITION AT THE POSTED COORDINATES. IT
 DV0646'HAS BEEN BEATEN WITH A HAMMER. REFERENCE MARK 1 AND THE AZIMUTH ARE IN
 DV0646'GOOD CONDITION. REFERENCE MARK 2 IS IN POOR CONDITION WITH THE DISK
 DV0646'REMOVED AND THE STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0644 ***********************************************************************
 DV0644  DESIGNATION -  CLYDE AZ MK
 DV0644  PID         -  DV0644
 DV0644  STATE/COUNTY-  AZ/MARICOPA
 DV0644  USGS QUAD   -  PHOENIX (1982)
 DV0644
 DV0644                         *CURRENT SURVEY CONTROL
 DV0644  ___________________________________________________________________
 DV0644* NAD 83(1986)-  33 27 36.     (N)    112 03 42.     (W)     SCALED    
 DV0644* NAVD 88     -       332.809  (meters)    1091.89   (feet)  ADJUSTED  
 DV0644  ___________________________________________________________________
 DV0644  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0644  DYNAMIC HT  -         332.424 (meters)    1090.63  (feet)  COMP
 DV0644  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0644
 DV0644  VERT ORDER  -  SECOND    CLASS 0
 DV0644
 DV0644.The horizontal coordinates were scaled from a topographic map and have
 DV0644.an estimated accuracy of +/- 6 seconds.
 DV0644
 DV0644.The orthometric height was determined by differential leveling
 DV0644.and adjusted in November 1993.
 DV0644
 DV0644.The geoid height was determined by GEOID03.
 DV0644
 DV0644.The dynamic height is computed by dividing the NAVD 88
 DV0644.geopotential number by the normal gravity value computed on the
 DV0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0644.degrees latitude (g = 980.6199 gals.).
 DV0644
 DV0644.The modeled gravity was interpolated from observed gravity values.
 DV0644
 DV0644;                    North         East    Units  Estimated Accuracy
 DV0644;SPC AZ C     -   272,770.      199,880.      MT  (+/- 180 meters Scaled)
 DV0644
 DV0644                          SUPERSEDED SURVEY CONTROL
 DV0644
 DV0644  NGVD 29 (??/??/92)  332.144  (m)         1089.71   (f) ADJ UNCH    2 0
 DV0644
 DV0644.Superseded values are not recommended for survey control.
 DV0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0644.See file dsdata.txt to determine how the superseded data were derived.
 DV0644
 DV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC013027(NAD 83)
 DV0644_MARKER: DZ = AZIMUTH MARK DISK
 DV0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0644_SP_SET: CURB
 DV0644_STAMPING: CLYDE 1963
 DV0644_MARK LOGO: CGS   
 DV0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0644+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DV0644
 DV0644  HISTORY     - Date     Condition        Report By
 DV0644  HISTORY     - 1963     MONUMENTED       CGS
 DV0644  HISTORY     - 1979     GOOD             AZDT
 DV0644  HISTORY     - 20061203 GOOD             GEOCAC
 DV0644  HISTORY     - 20080430 GOOD             GEOCAC
 DV0644
 DV0644                          STATION DESCRIPTION
 DV0644
 DV0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0644'IN PHOENIX.
 DV0644'ABOUT 0.7 MILE EAST ALONG EAST PORTLAND STREET FROM THE INTERSECTION
 DV0644'OF EAST PORTLAND STREET AND NORTH CENTRAL AVENUE IN PHOENIX, ABOUT
 DV0644'0.25 MILE WEST OF TRAVERSE STATION CLYDE, AND ABOUT MIDWAY BETWEEN
 DV0644'NORTH 10TH STREET AND NORTH 9TH STREET, AT THE GREEK ORTHODOX CHURCH,
 DV0644'15 FEET NORTH OF THE CENTER OF EAST PORTLAND STREET, 26 FEET SOUTH OF
 DV0644'THE SOUTHEAST CORNER OF THE CHURCH, 6 FEET EAST OF A POWER POLE, ABOUT
 DV0644'0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF THE NORTH
 DV0644'CONCRETE CURB OF EAST PORTLAND STREET.
 DV0644
 DV0644                          STATION RECOVERY (1979)
 DV0644
 DV0644'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0644'RECOVERED IN GOOD CONDITION.
 DV0644
 DV0644                          STATION RECOVERY (2006)
 DV0644
 DV0644'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0644'RECOVERED IN GOOD CONDITION.
 DV0644
 DV0644                          STATION RECOVERY (2008)
 DV0644
 DV0644'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0647 ***********************************************************************
 DV0647  DESIGNATION -  CLYDE RM 1
 DV0647  PID         -  DV0647
 DV0647  STATE/COUNTY-  AZ/MARICOPA
 DV0647  USGS QUAD   -  PHOENIX (1982)
 DV0647
 DV0647                         *CURRENT SURVEY CONTROL
 DV0647  ___________________________________________________________________
 DV0647* NAD 83(1986)-  33 27 35.     (N)    112 03 24.     (W)     SCALED    
 DV0647* NAVD 88     -       334.356  (meters)    1096.97   (feet)  ADJUSTED  
 DV0647  ___________________________________________________________________
 DV0647  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0647  DYNAMIC HT  -         333.969 (meters)    1095.70  (feet)  COMP
 DV0647  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0647
 DV0647  VERT ORDER  -  SECOND    CLASS 0
 DV0647
 DV0647.The horizontal coordinates were scaled from a topographic map and have
 DV0647.an estimated accuracy of +/- 6 seconds.
 DV0647
 DV0647.The orthometric height was determined by differential leveling
 DV0647.and adjusted in November 1993.
 DV0647
 DV0647.The geoid height was determined by GEOID03.
 DV0647
 DV0647.The dynamic height is computed by dividing the NAVD 88
 DV0647.geopotential number by the normal gravity value computed on the
 DV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0647.degrees latitude (g = 980.6199 gals.).
 DV0647
 DV0647.The modeled gravity was interpolated from observed gravity values.
 DV0647
 DV0647;                    North         East    Units  Estimated Accuracy
 DV0647;SPC AZ C     -   272,740.      200,350.      MT  (+/- 180 meters Scaled)
 DV0647
 DV0647                          SUPERSEDED SURVEY CONTROL
 DV0647
 DV0647  NGVD 29 (??/??/92)  333.692  (m)         1094.79   (f) ADJ UNCH    2 0
 DV0647
 DV0647.Superseded values are not recommended for survey control.
 DV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0647.See file dsdata.txt to determine how the superseded data were derived.
 DV0647
 DV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC018027(NAD 83)
 DV0647_MARKER: DR = REFERENCE MARK DISK
 DV0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0647_SP_SET: CURB
 DV0647_STAMPING: CLYDE NO 1 1963
 DV0647_MARK LOGO: CGS   
 DV0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0647+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DV0647
 DV0647  HISTORY     - Date     Condition        Report By
 DV0647  HISTORY     - 1963     MONUMENTED       CGS
 DV0647  HISTORY     - 1979     GOOD             AZDT
 DV0647  HISTORY     - 20061203 GOOD             GEOCAC
 DV0647  HISTORY     - 20080430 GOOD             GEOCAC
 DV0647
 DV0647                          STATION DESCRIPTION
 DV0647
 DV0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0647'IN PHOENIX.
 DV0647'AT THE INTERSECTION OF NORTH 12TH STREET AND EAST PORTLAND STREET IN
 DV0647'PHOENIX, ABOUT 1.0 MILE EAST OF NORTH CENTRAL AVENUE, 27 FEET SOUTH OF
 DV0647'THE CENTER OF EAST PORTLAND, 70.1 FEET SOUTHEAST OF TRAVERSE STATION
 DV0647'CLYDE, 17 FEET WEST OF THE CENTER OF NORTH 12TH STREET, 91 FEET SOUTH
 DV0647'OF THE CENTER OF EAST PORTLAND STREET, 31.5 FEET NORTH OF POLE NO.
 DV0647'2564, AND SET IN TOP OF THE WEST CONCRETE CURB OF NORTH 12TH STREET.
 DV0647
 DV0647                          STATION RECOVERY (1979)
 DV0647
 DV0647'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0647'RECOVERED IN GOOD CONDITION.
 DV0647
 DV0647                          STATION RECOVERY (2006)
 DV0647
 DV0647'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0647'RECOVERED AS DESCRIBED. THE MARK IS A BIT BATTERED, BUT STILL LEGIBLE.
 DV0647' 
 DV0647
 DV0647                          STATION RECOVERY (2008)
 DV0647
 DV0647'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0645 ***********************************************************************
 DV0645  DESIGNATION -  CLYDE RM 2
 DV0645  PID         -  DV0645
 DV0645  STATE/COUNTY-  AZ/MARICOPA
 DV0645  USGS QUAD   -  PHOENIX (1982)
 DV0645
 DV0645                         *CURRENT SURVEY CONTROL
 DV0645  ___________________________________________________________________
 DV0645* NAD 83(1986)-  33 27 35.     (N)    112 03 24.     (W)     SCALED    
 DV0645* NAVD 88     -       334.251  (meters)    1096.62   (feet)  ADJUSTED  
 DV0645  ___________________________________________________________________
 DV0645  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0645  DYNAMIC HT  -         333.864 (meters)    1095.35  (feet)  COMP
 DV0645  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0645
 DV0645  VERT ORDER  -  SECOND    CLASS 0
 DV0645
 DV0645.The horizontal coordinates were scaled from a topographic map and have
 DV0645.an estimated accuracy of +/- 6 seconds.
 DV0645
 DV0645.The orthometric height was determined by differential leveling
 DV0645.and adjusted in November 1993.
 DV0645
 DV0645.The geoid height was determined by GEOID03.
 DV0645
 DV0645.The dynamic height is computed by dividing the NAVD 88
 DV0645.geopotential number by the normal gravity value computed on the
 DV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0645.degrees latitude (g = 980.6199 gals.).
 DV0645
 DV0645.The modeled gravity was interpolated from observed gravity values.
 DV0645
 DV0645;                    North         East    Units  Estimated Accuracy
 DV0645;SPC AZ C     -   272,740.      200,350.      MT  (+/- 180 meters Scaled)
 DV0645
 DV0645                          SUPERSEDED SURVEY CONTROL
 DV0645
 DV0645  NGVD 29 (??/??/92)  333.582  (m)         1094.43   (f) ADJ UNCH    2 0
 DV0645
 DV0645.Superseded values are not recommended for survey control.
 DV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0645.See file dsdata.txt to determine how the superseded data were derived.
 DV0645
 DV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC018027(NAD 83)
 DV0645_MARKER: DR = REFERENCE MARK DISK
 DV0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0645_SP_SET: CURB
 DV0645_STAMPING: CLYDE NO 2 1963
 DV0645_MARK LOGO: CGS   
 DV0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0645
 DV0645  HISTORY     - Date     Condition        Report By
 DV0645  HISTORY     - 1963     MONUMENTED       CGS
 DV0645  HISTORY     - 1979     GOOD             AZDT
 DV0645  HISTORY     - 20061203 POOR             GEOCAC
 DV0645  HISTORY     - 20080430 POOR             GEOCAC
 DV0645
 DV0645                          STATION DESCRIPTION
 DV0645
 DV0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0645'IN PHOENIX.
 DV0645'AT THE INTERSECTION OF NORTH 12TH STREET AND EAST PORTLAND STREET IN
 DV0645'PHOENIX, ABOUT 1.0 MILE EAST OF NORTH CENTRAL AVENUE, 66.0 FEET WEST
 DV0645'OF TRAVERSE STATION CLYDE, 19 FEET SOUTH OF THE CENTER OF EAST
 DV0645'PORTLAND STREET, 22 FEET WEST OF THE CENTER OF A DRIVE TO HOUSE NO.
 DV0645'1149, AND SET IN TOP OF THE SOUTH CONCRETE CURB OF EAST PORTLAND
 DV0645'STREET.
 DV0645
 DV0645                          STATION RECOVERY (1979)
 DV0645
 DV0645'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0645'RECOVERED IN GOOD CONDITION.
 DV0645
 DV0645                          STATION RECOVERY (2006)
 DV0645
 DV0645'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0645'RECOVERED AS DESCRIBED, IN VERY POOR CONDITION. THE STEM REMAINS IN
 DV0645'PLACE, BUT THE DISK HAS BEEN REMOVED. USE WITH CAUTION.
 DV0645
 DV0645                          STATION RECOVERY (2008)
 DV0645
 DV0645'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0645'THE DISK HAS BEEN REMOVED, BUT THE STEM IS INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2375 ***********************************************************************
 DU2375  DESIGNATION -  CMCN 21
 DU2375  PID         -  DU2375
 DU2375  STATE/COUNTY-  AZ/MARICOPA
 DU2375  USGS QUAD   -  CHANDLER (1981)
 DU2375
 DU2375                         *CURRENT SURVEY CONTROL
 DU2375  ___________________________________________________________________
 DU2375* NAD 83(1986)-  33 21 24.     (N)    111 50 31.     (W)     SCALED    
 DU2375* NAVD 88     -       369.387  (meters)    1211.90   (feet)  ADJUSTED  
 DU2375  ___________________________________________________________________
 DU2375  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU2375  DYNAMIC HT  -         368.948 (meters)    1210.46  (feet)  COMP
 DU2375  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 DU2375
 DU2375  VERT ORDER  -  FIRST     CLASS II
 DU2375
 DU2375.The horizontal coordinates were scaled from a topographic map and have
 DU2375.an estimated accuracy of +/- 6 seconds.
 DU2375
 DU2375.The orthometric height was determined by differential leveling
 DU2375.and adjusted in August 1994.
 DU2375
 DU2375.The geoid height was determined by GEOID03.
 DU2375
 DU2375.The dynamic height is computed by dividing the NAVD 88
 DU2375.geopotential number by the normal gravity value computed on the
 DU2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2375.degrees latitude (g = 980.6199 gals.).
 DU2375
 DU2375.The modeled gravity was interpolated from observed gravity values.
 DU2375
 DU2375;                    North         East    Units  Estimated Accuracy
 DU2375;SPC AZ C     -   261,310.      220,310.      MT  (+/- 180 meters Scaled)
 DU2375
 DU2375                          SUPERSEDED SURVEY CONTROL
 DU2375
 DU2375.No superseded survey control is available for this station.
 DU2375
 DU2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216911(NAD 83)
 DU2375_MARKER: DD = SURVEY DISK
 DU2375_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2375_SP_SET: FOOTING
 DU2375_STAMPING: CMCN BM 21
 DU2375_MARK LOGO: NONE  
 DU2375_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2375+STABILITY: POSITION/ELEVATION WELL
 DU2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2375+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 DU2375
 DU2375  HISTORY     - Date     Condition        Report By
 DU2375  HISTORY     - UNK      MONUMENTED       RBNF
 DU2375  HISTORY     - 19940426 GOOD             NGS
 DU2375  HISTORY     - 19941026 GOOD             NGS
 DU2375  HISTORY     - 19941026 GOOD             NGS
 DU2375  HISTORY     - 20051104 GOOD             GEOCAC
 DU2375  HISTORY     - 20061207 GOOD             GEOCAC
 DU2375
 DU2375                          STATION DESCRIPTION
 DU2375
 DU2375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2375'3.3 KM (2.05 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2375'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, NEAR THE SOUTHWEST
 DU2375'CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE TOWER, 16.7 M
 DU2375'(54.8 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DU2375'7.9 M (25.9 FT) SOUTHEAST OF THE SOUTHWEST LEG OF A HIGHLINE TOWER,
 DU2375'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY AND THE GROUND SURFACE,
 DU2375'AND 0.3 M (1.0 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE TOWER.
 DU2375
 DU2375                          STATION RECOVERY (1994)
 DU2375
 DU2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2375'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AT THE
 DU2375'NORTHEAST BOUNDARY OF THE CITIES OF MESA AND CHANDLER.  TO REACH THE
 DU2375'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2375'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2375'CLUB DRIVE FOR 2.0 MILES (3.2 KM) AND THE STATION ON THE LEFT IN THE
 DU2375'CONCRETE FOUNDATION OF A HIGH TENSION POWER LINE MONOLITHIC TOWER,
 DU2375'54.8 FEET (16.7 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DU2375'HIGHWAY, 25.9 FEET (7.9 M) SOUTHEAST OF SOUTHWEST LEG OF A HIGHLINE
 DU2375'TOWER, 1.3 FEET (0.4 M) ABOVE THE LEVEL OF THE HIGHWAY AND THE GROUND
 DU2375'SURFACE, AND 1.0 FOOT (0.3 M) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 DU2375'TOWER, 80 FEET (24.4 M) SOUTH OF A CANAL, 70 FEET (21.3 M) EAST OF THE
 DU2375'CENTERLINE OF ARIZONA AVENUE AND IN THE SOUTHWEST CORNER OF THE TOWER
 DU2375'FOUNDATION (TOWER NO 704574 01), PROJECTING 1.5 FEET (0.46 M) ABOVE
 DU2375'GROUND.  NOTE--THE STATION IS 80 FEET (24.4 M) SOUTH OF AN ARIZONA
 DU2375'DEPARTMENT OF TRANSPORTATION DISK STAMPED ELEV 1209.15 1988,  IN THE
 DU2375'CENTER OF A CONCRETE HEADWALL OVER THE CANAL.
 DU2375
 DU2375                          STATION RECOVERY (1994)
 DU2375
 DU2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2375'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX AT THE
 DU2375'NORTHEAST BOUNDARY OF THE CITIES OF MESA AND CHANDLER.  TO REACH THE
 DU2375'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2375'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2375'CLUB DRIVE FOR 2.0 MILES (3.2 KM) AND THE STATION ON THE LEFT IN THE
 DU2375'CONCRETE FOUNDATION OF A HIGH TENSION POWER LINE MONOLITHIC TOWER,
 DU2375'54.8 FEET (16.7 M) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 DU2375'HIGHWAY, 25.9 FEET (7.9 M) SOUTHEAST OF SOUTHWEST LEG OF A HIGHLINE
 DU2375'TOWER, 1.3 FEET (0.4 M) ABOVE THE LEVEL OF THE HIGHWAY AND THE GROUND
 DU2375'SURFACE, AND 1.0 FOOT (0.3 M) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 DU2375'TOWER, 80 FEET (24.4 M) SOUTH OF A CANAL, 70 FEET (21.3 M) EAST OF THE
 DU2375'CENTERLINE OF ARIZONA AVENUE AND IN THE SOUTHWEST CORNER OF THE TOWER
 DU2375'FOUNDATION (TOWER NO 704574 01), PROJECTING 1.5 FEET (0.46 M) ABOVE
 DU2375'GROUND.  NOTE--THE STATION IS 80 FEET (24.4 M) SOUTH OF AN ARIZONA
 DU2375'DEPARTMENT OF TRANSPORTATION DISK STAMPED ELEV 1209.15 1988,  IN THE
 DU2375'CENTER OF A CONCRETE HEADWALL OVER THE CANAL.
 DU2375
 DU2375                          STATION RECOVERY (2005)
 DU2375
 DU2375'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2375'RECOVERED IN GOOD CONDITION.
 DU2375
 DU2375                          STATION RECOVERY (2006)
 DU2375
 DU2375'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4563 ***********************************************************************
 DK4563  SACS        -  This is a Secondary Airport Control Station.
 DK4563  DESIGNATION -  CMR A
 DK4563  PID         -  DK4563
 DK4563  STATE/COUNTY-  AZ/COCONINO
 DK4563  USGS QUAD   -  WILLIAMS NORTH (1989)
 DK4563
 DK4563                         *CURRENT SURVEY CONTROL
 DK4563  ___________________________________________________________________
 DK4563* NAD 83(2007)-  35 17 55.26798(N)    112 11 41.76578(W)     ADJUSTED  
 DK4563* NAVD 88     -      2035.60   (meters)    6678.5    (feet)  GPS OBS   
 DK4563  ___________________________________________________________________
 DK4563  EPOCH DATE  -        2007.00
 DK4563  X           -  -1,969,254.111 (meters)                     COMP
 DK4563  Y           -  -4,826,729.558 (meters)                     COMP
 DK4563  Z           -   3,666,124.154 (meters)                     COMP
 DK4563  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 DK4563  ELLIP HEIGHT-        2011.864 (meters)          (04/30/08) ADJUSTED
 DK4563  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 DK4563  HORZ ORDER  -  FIRST
 DK4563  ELLP ORDER  -  FOURTH    CLASS II
 DK4563
 DK4563.This mark is at H.a.clark Memorial Field Airport  (CMR)
 DK4563
 DK4563.The horizontal coordinates were established by GPS observations
 DK4563.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 DK4563
 DK4563.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4563.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4563.The horizontal coordinates are valid at the epoch date displayed above.
 DK4563.The epoch date for horizontal control is a decimal equivalence
 DK4563.of Year/Month/Day.
 DK4563
 DK4563.The orthometric height was determined by GPS observations and a
 DK4563.high-resolution geoid model.
 DK4563
 DK4563.GPS derived orthometric heights for airport stations designated as
 DK4563.PACS or SACS are published to 2 decimal places.  This maintains
 DK4563.centimeter relative accuracy between the PACS and SACS.  It does
 DK4563.not indicate centimeter accuracy relative to other marks which are
 DK4563.part of the NAVD 88 network.
 DK4563
 DK4563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4563
 DK4563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4563
 DK4563.The ellipsoidal height was determined by GPS observations
 DK4563.and is referenced to NAD 83.
 DK4563
 DK4563.The geoid height was determined by GEOID03.
 DK4563
 DK4563;                    North         East     Units Scale Factor Converg.
 DK4563;SPC AZ C     -   476,743.578   188,052.549   MT  0.99990789   -0 09 38.9
 DK4563;SPC AZ C     - 1,564,119.35    616,970.31   iFT  0.99990789   -0 09 38.9
 DK4563;UTM  12      - 3,906,821.677   391,355.280   MT  0.99974546   -0 41 26.0
 DK4563
 DK4563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4563!SPC AZ C     -   0.99968431  x   0.99990789  =   0.99959223
 DK4563!UTM  12      -   0.99968431  x   0.99974546  =   0.99942985
 DK4563
 DK4563                          SUPERSEDED SURVEY CONTROL
 DK4563
 DK4563.No superseded survey control is available for this station.
 DK4563
 DK4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9135506822(NAD 83)
 DK4563_MARKER: DD = SURVEY DISK
 DK4563_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4563_STAMPING: CMR A 2008
 DK4563_MARK LOGO: STANTI
 DK4563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4563+STABILITY: SURFACE MOTION
 DK4563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4563+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2008
 DK4563
 DK4563  HISTORY     - Date     Condition        Report By
 DK4563  HISTORY     - 20080414 MONUMENTED       STANTI
 DK4563
 DK4563                          STATION DESCRIPTION
 DK4563
 DK4563'DESCRIBED BY STANTEC CONSULTING INC. 2008
 DK4563'STATION IS LOCATED ABOUT 50.7 KM (31.5 MI) NORTHWEST OF FLAGSTAFF,
 DK4563'ABOUT 27.5 KM (17.1 MI) NORTHEAST OF ASH FORK, AND ABOUT 5.3 KM (3.3
 DK4563'MI) NORTH OF WILLIAMS AT THE H.A.  CLARK MEMORIAL FIELD AIRPORT.
 DK4563'CONTACT WILLIAM CONLEY AT (928)635-1280 TO ARRANGE ACCESS OR ESCORT.
 DK4563'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 40 AND
 DK4563'NORTH GRAND CANYON BOULEVARD, EXIT 163 IN WILLIAMS, ARIZONA.  TRAVEL
 DK4563'SOUTH ON NORTH GRAND CANYON BOULEVARD FOR 0.5 KM (0.3 MI) TO WEST
 DK4563'EDISON AVENUE.  TURN LEFT AND GO EAST ON WEST EDISON AVENUE FOR 0.4 KM
 DK4563'(0.2 MI) TO AIRPORT ROAD.  TURN LEFT AND GO NORTHERLY ON AIRPORT ROAD
 DK4563'FOR 5.1 KM (3.2 MI) TO THE AIRPORT AND A GATE LEADING NORTH TO THE
 DK4563'APRON / TIE-DOWN AREA.  PROCEED NORTHERLY THROUGH THE GATE FOR 0.2 KM
 DK4563'(0.1 MI) TO TAXIWAY 'E'.  TURN LEFT AND GO NORTHERLY ALONG TAXIWAY 'E'
 DK4563'FOR 0.1 KM (0.1 MI) TO THE MAIN NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO
 DK4563'SOUTH ON THE MAIN TAXIWAY FOR 0.6 KM (0.4 MI) TO THE STATION ON THE
 DK4563'RIGHT.
 DK4563' 
 DK4563'THE STATION IS A 3.5 INCH (9 CM) BRASS STANTEC AIRPORT CONTROL DISK,
 DK4563'STAMPED --CMR A 2008-- SET IN A ROUND CONCRETE MONUMENT 1.2 M (3.9 FT)
 DK4563'DEEP AND 0.3 M (1.0 FT) IN DIAMETER.  IT IS SET FLUSH WITH THE GROUND.
 DK4563'IT IS 114.6 M (376.0 FT) NORTHEAST OF A SIGN FOR TAXIWAY 'G', 73.2 M
 DK4563'(240.2 FT) EAST OF THE MAIN RUNWAY 36-18, AND 26.8 M (87.9 FT) WEST OF
 DK4563'THE MAIN TAXIWAY.  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DK4563'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4562 ***********************************************************************
 DK4562  PACS        -  This is a Primary Airport Control Station.
 DK4562  DESIGNATION -  CMR B
 DK4562  PID         -  DK4562
 DK4562  STATE/COUNTY-  AZ/COCONINO
 DK4562  USGS QUAD   -  WILLIAMS NORTH (1989)
 DK4562
 DK4562                         *CURRENT SURVEY CONTROL
 DK4562  ___________________________________________________________________
 DK4562* NAD 83(2007)-  35 18 14.20375(N)    112 11 34.82839(W)     ADJUSTED  
 DK4562* NAVD 88     -      2029.11   (meters)    6657.2    (feet)  GPS OBS   
 DK4562  ___________________________________________________________________
 DK4562  EPOCH DATE  -        2007.00
 DK4562  X           -  -1,968,962.351 (meters)                     COMP
 DK4562  Y           -  -4,826,478.545 (meters)                     COMP
 DK4562  Z           -   3,666,596.825 (meters)                     COMP
 DK4562  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 DK4562  ELLIP HEIGHT-        2005.385 (meters)          (04/30/08) ADJUSTED
 DK4562  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 DK4562  HORZ ORDER  -  B
 DK4562  ELLP ORDER  -  SECOND    CLASS I
 DK4562
 DK4562.This mark is at H.a.clark Memorial Field Airport  (CMR)
 DK4562
 DK4562.The horizontal coordinates were established by GPS observations
 DK4562.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 DK4562
 DK4562.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4562.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4562.The horizontal coordinates are valid at the epoch date displayed above.
 DK4562.The epoch date for horizontal control is a decimal equivalence
 DK4562.of Year/Month/Day.
 DK4562
 DK4562.The orthometric height was determined by GPS observations and a
 DK4562.high-resolution geoid model.
 DK4562
 DK4562.GPS derived orthometric heights for airport stations designated as
 DK4562.PACS or SACS are published to 2 decimal places.  This maintains
 DK4562.centimeter relative accuracy between the PACS and SACS.  It does
 DK4562.not indicate centimeter accuracy relative to other marks which are
 DK4562.part of the NAVD 88 network.
 DK4562
 DK4562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4562
 DK4562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4562
 DK4562.The ellipsoidal height was determined by GPS observations
 DK4562.and is referenced to NAD 83.
 DK4562
 DK4562.The geoid height was determined by GEOID03.
 DK4562
 DK4562;                    North         East     Units Scale Factor Converg.
 DK4562;SPC AZ C     -   477,326.602   188,229.434   MT  0.99990778   -0 09 34.9
 DK4562;SPC AZ C     - 1,566,032.16    617,550.64   iFT  0.99990778   -0 09 34.9
 DK4562;UTM  12      - 3,907,402.945   391,537.519   MT  0.99974498   -0 41 22.3
 DK4562
 DK4562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4562!SPC AZ C     -   0.99968533  x   0.99990778  =   0.99959314
 DK4562!UTM  12      -   0.99968533  x   0.99974498  =   0.99943039
 DK4562
 DK4562                          SUPERSEDED SURVEY CONTROL
 DK4562
 DK4562.No superseded survey control is available for this station.
 DK4562
 DK4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9153807403(NAD 83)
 DK4562_MARKER: DD = SURVEY DISK
 DK4562_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4562_SP_SET: CONCRETE PILLAR FUSED TO BEDROCK
 DK4562_STAMPING: CMR B 2008
 DK4562_MARK LOGO: STANTI
 DK4562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4562+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2008
 DK4562
 DK4562  HISTORY     - Date     Condition        Report By
 DK4562  HISTORY     - 20080414 MONUMENTED       STANTI
 DK4562
 DK4562                          STATION DESCRIPTION
 DK4562
 DK4562'DESCRIBED BY STANTEC CONSULTING INC. 2008
 DK4562'STATION IS LOCATED ABOUT 50.7 KM (31.5 MI) NORTHWEST OF FLAGSTAFF,
 DK4562'ABOUT 27.8 KM (17.3 MI) NORTHEAST OF ASH FORK, AND ABOUT 5.8 KM (3.6
 DK4562'MI) NORTH OF WILLIAMS AT THE H.A.  CLARK MEMORIAL FIELD AIRPORT.
 DK4562'CONTACT WILLIAM CONLEY AT (928)635-1280 TO ARRANGE ACCESS OR ESCORT.
 DK4562'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 40 AND
 DK4562'NORTH GRAND CANYON BOULEVARD, EXIT 163 IN WILLIAMS, ARIZONA.  TRAVEL
 DK4562'SOUTH ON NORTH GRAND CANYON BOULEVARD FOR 0.5 KM (0.3 MI) TO WEST
 DK4562'EDISON AVENUE.  TURN LEFT AND GO EAST ON WEST EDISON AVENUE FOR 0.4 KM
 DK4562'(0.2 MI) TO AIRPORT ROAD.  TURN LEFT AND GO NORTHERLY ON AIRPORT ROAD
 DK4562'FOR 5.1 KM (3.2 MI) TO THE AIRPORT AND A GATE LEADING NORTH TO AN
 DK4562'APRON / TIE-DOWN AREA.  PROCEED NORTHERLY THROUGH THE GATE FOR 0.2 KM
 DK4562'(0.1 MI) TO TAXIWAY 'E'.  TURN LEFT AND GO WESTERLY ALONG TAXIWAY 'E'
 DK4562'FOR 0.1 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 DK4562' 
 DK4562'THE STATION IS A 3.5 INCH (9 CM) BRASS STANTEC AIRPORT CONTROL DISK,
 DK4562'STAMPED --CMR B 2008-- SET IN A ROUND CONCRETE MONUMENT 1.0 M (3.3 FT)
 DK4562'DEEP AND 0.3 M (1.0 FT) IN DIAMETER.  THE CONCRETE MONUMENT IS FUSED
 DK4562'TO BEDROCK WITH DRILL-HOLES AT THE BASE.  IT IS SET FLUSH WITH THE
 DK4562'GROUND.  IT IS 49.7 M (163.1 FT) WEST OF A FIRE HYDRANT, 47.2 M (154.9
 DK4562'FT) NORTHEAST OF A 'FUEL TERMINAL TIE-DOWN' SIGN, AND 22.3 M (73.2 FT)
 DK4562'EAST OF THE MAIN TAXIWAY.  THE STATION IS DESIGNATED AS THE PRIMARY
 DK4562'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4564 ***********************************************************************
 DK4564  SACS        -  This is a Secondary Airport Control Station.
 DK4564  DESIGNATION -  CMR C
 DK4564  PID         -  DK4564
 DK4564  STATE/COUNTY-  AZ/COCONINO
 DK4564  USGS QUAD   -  WILLIAMS NORTH (1989)
 DK4564
 DK4564                         *CURRENT SURVEY CONTROL
 DK4564  ___________________________________________________________________
 DK4564* NAD 83(2007)-  35 18 44.03491(N)    112 11 30.66439(W)     ADJUSTED  
 DK4564* NAVD 88     -      2021.82   (meters)    6633.3    (feet)  GPS OBS   
 DK4564  ___________________________________________________________________
 DK4564  EPOCH DATE  -        2007.00
 DK4564  X           -  -1,968,661.908 (meters)                     COMP
 DK4564  Y           -  -4,826,020.637 (meters)                     COMP
 DK4564  Z           -   3,667,343.092 (meters)                     COMP
 DK4564  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 DK4564  ELLIP HEIGHT-        1998.102 (meters)          (04/30/08) ADJUSTED
 DK4564  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 DK4564  HORZ ORDER  -  FIRST
 DK4564  ELLP ORDER  -  FOURTH    CLASS II
 DK4564
 DK4564.This mark is at H.a.clark Memorial Field Airport  (CMR)
 DK4564
 DK4564.The horizontal coordinates were established by GPS observations
 DK4564.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 DK4564
 DK4564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4564.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4564.The horizontal coordinates are valid at the epoch date displayed above.
 DK4564.The epoch date for horizontal control is a decimal equivalence
 DK4564.of Year/Month/Day.
 DK4564
 DK4564.The orthometric height was determined by GPS observations and a
 DK4564.high-resolution geoid model.
 DK4564
 DK4564.GPS derived orthometric heights for airport stations designated as
 DK4564.PACS or SACS are published to 2 decimal places.  This maintains
 DK4564.centimeter relative accuracy between the PACS and SACS.  It does
 DK4564.not indicate centimeter accuracy relative to other marks which are
 DK4564.part of the NAVD 88 network.
 DK4564
 DK4564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4564
 DK4564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4564
 DK4564.The ellipsoidal height was determined by GPS observations
 DK4564.and is referenced to NAD 83.
 DK4564
 DK4564.The geoid height was determined by GEOID03.
 DK4564
 DK4564;                    North         East     Units Scale Factor Converg.
 DK4564;SPC AZ C     -   478,245.569   188,337.174   MT  0.99990771   -0 09 32.6
 DK4564;SPC AZ C     - 1,569,047.14    617,904.11   iFT  0.99990771   -0 09 32.6
 DK4564;UTM  12      - 3,908,320.727   391,653.733   MT  0.99974467   -0 41 20.4
 DK4564
 DK4564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4564!SPC AZ C     -   0.99968647  x   0.99990771  =   0.99959421
 DK4564!UTM  12      -   0.99968647  x   0.99974467  =   0.99943122
 DK4564
 DK4564                          SUPERSEDED SURVEY CONTROL
 DK4564
 DK4564.No superseded survey control is available for this station.
 DK4564
 DK4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9165408321(NAD 83)
 DK4564_MARKER: DD = SURVEY DISK
 DK4564_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4564_STAMPING: CMR C 2008
 DK4564_MARK LOGO: STANTI
 DK4564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4564+STABILITY: SURFACE MOTION
 DK4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4564+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2008
 DK4564
 DK4564  HISTORY     - Date     Condition        Report By
 DK4564  HISTORY     - 20080414 MONUMENTED       STANTI
 DK4564
 DK4564                          STATION DESCRIPTION
 DK4564
 DK4564'DESCRIBED BY STANTEC CONSULTING INC. 2008
 DK4564'STATION IS LOCATED ABOUT 50.8 KM (31.6 MI) NORTHWEST OF FLAGSTAFF,
 DK4564'ABOUT 28.2 KM (17.5 MI) NORTHEAST OF ASH FORK, AND ABOUT 6.8 KM (4.2
 DK4564'MI) NORTH OF WILLIAMS AT THE H.A.  CLARK MEMORIAL FIELD AIRPORT.
 DK4564'CONTACT WILLIAM CONLEY AT (928)635-1280 TO ARRANGE ACCESS OR ESCORT.
 DK4564'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 40 AND
 DK4564'NORTH GRAND CANYON BOULEVARD, EXIT 163 IN WILLIAMS, ARIZONA.  TRAVEL
 DK4564'SOUTH ON NORTH GRAND CANYON BOULEVARD FOR 0.5 KM (0.3 MI) TO WEST
 DK4564'EDISON AVENUE.  TURN LEFT AND GO EAST ON WEST EDISON AVENUE FOR 0.4 KM
 DK4564'(0.2 MI) TO AIRPORT ROAD.  TURN LEFT AND GO NORTHERLY ON AIRPORT ROAD
 DK4564'FOR 5.1 KM (3.2 MI) TO THE AIRPORT AND A GATE LEADING NORTH TO THE
 DK4564'APRON / TIE-DOWN AREA.  PROCEED NORTHERLY THROUGH THE GATE FOR 0.2 KM
 DK4564'(0.1 MI) TO TAXIWAY 'E'.  TURN LEFT AND GO WESTERLY ALONG TAXIWAY 'E'
 DK4564'TO THE MAIN NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH ON THE MAIN
 DK4564'TAXIWAY FOR 0.9 KM (0.6 MI) TO THE STATION ON THE LEFT.
 DK4564' 
 DK4564'THE STATION IS A 3.5 INCH (9 CM) BRASS STANTEC AIRPORT CONTROL DISK,
 DK4564'STAMPED --CMR C 2008-- SET IN A ROUND CONCRETE MONUMENT 1.2 M (3.9 FT)
 DK4564'DEEP AND 0.3 M (1.0 FT) IN DIAMETER.  IT IS SET FLUSH WITH THE GROUND.
 DK4564'IT IS 117.3 M (384.8 FT) SOUTHEAST OF A 'TAXIWAY C / RUNWAY 18' SIGN,
 DK4564'95.7 M (314.0 FT) NORTHEAST OF AN APPROACH LIGHTING CONTROL BOX, AND
 DK4564'29.6 M (97.1 FT) WEST OF THE MAIN TAXIWAY.  THE STATION IS DESIGNATED
 DK4564'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG6513 ***********************************************************************
 DG6513  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6513  DESIGNATION -  CNTR FOR ARTS CORS ARP
 DG6513  CORS_ID     -  AZSC
 DG6513  PID         -  DG6513
 DG6513  STATE/COUNTY-  AZ/MARICOPA
 DG6513  USGS QUAD   -  TEMPE (1982)
 DG6513
 DG6513                         *CURRENT SURVEY CONTROL
 DG6513  ___________________________________________________________________
 DG6513* NAD 83(CORS)-  33 29 30.46282(N)    111 55 21.44745(W)     ADJUSTED  
 DG6513* NAVD 88     -              **(meters)            **(feet)            
 DG6513  ___________________________________________________________________
 DG6513  EPOCH DATE  -        2002.00
 DG6513  X           -  -1,988,063.594 (meters)                     COMP
 DG6513  Y           -  -4,939,826.287 (meters)                     COMP
 DG6513  Z           -   3,499,775.207 (meters)                     COMP
 DG6513  ELLIP HEIGHT-         362.088 (meters)          (08/??/04) ADJUSTED
 DG6513  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DG6513  HORZ ORDER  -  SPECIAL (CORS)
 DG6513  ELLP ORDER  -  SPECIAL (CORS)
 DG6513
 DG6513.ITRF positions are available for this station.
 DG6513.The coordinates were established by GPS observations
 DG6513.and adjusted by the National Geodetic Survey in August 2004.
 DG6513.The coordinates are valid at the epoch date displayed above.
 DG6513.The epoch date for horizontal control is a decimal equivalence
 DG6513.of Year/Month/Day.
 DG6513
 DG6513
 DG6513.The PID for the CORS L1 Phase Center is DG6514.
 DG6513
 DG6513.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6513
 DG6513.The ellipsoidal height was determined by GPS observations
 DG6513.and is referenced to NAD 83.
 DG6513
 DG6513.The geoid height was determined by GEOID03.
 DG6513
 DG6513;                    North         East     Units Scale Factor Converg.
 DG6513;SPC AZ C     -   276,290.544   212,806.405   MT  0.99990000   -0 00 11.8
 DG6513;SPC AZ C     -   906,465.04    698,183.74   iFT  0.99990000   -0 00 11.8
 DG6513
 DG6513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6513!SPC AZ C     -   0.99994316  x   0.99990000  =   0.99984316
 DG6513
 DG6513                          SUPERSEDED SURVEY CONTROL
 DG6513
 DG6513.No superseded survey control is available for this station.
 DG6513
 DG6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1429206190(NAD 83)
 DG6513_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6513
 DG6513                          STATION DESCRIPTION
 DG6513
 DG6513'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6513'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6513'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6513'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6513'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6513'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG6514 ***********************************************************************
 DG6514  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6514  DESIGNATION -  CNTR FOR ARTS CORS L1 PHASE CENTER
 DG6514  CORS_ID     -  AZSC
 DG6514  PID         -  DG6514
 DG6514  STATE/COUNTY-  AZ/MARICOPA
 DG6514  USGS QUAD   -  TEMPE (1982)
 DG6514
 DG6514                         *CURRENT SURVEY CONTROL
 DG6514  ___________________________________________________________________
 DG6514* NAD 83(CORS)-  33 29 30.46283(N)    111 55 21.44743(W)     ADJUSTED  
 DG6514* NAVD 88     -              **(meters)            **(feet)            
 DG6514  ___________________________________________________________________
 DG6514  EPOCH DATE  -        2002.00
 DG6514  X           -  -1,988,063.615 (meters)                     COMP
 DG6514  Y           -  -4,939,826.342 (meters)                     COMP
 DG6514  Z           -   3,499,775.246 (meters)                     COMP
 DG6514  ELLIP HEIGHT-         362.159 (meters)          (08/??/04) ADJUSTED
 DG6514  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DG6514  HORZ ORDER  -  SPECIAL (CORS)
 DG6514  ELLP ORDER  -  SPECIAL (CORS)
 DG6514
 DG6514.ITRF positions are available for this station.
 DG6514.The coordinates were established by GPS observations
 DG6514.and adjusted by the National Geodetic Survey in August 2004.
 DG6514.The coordinates are valid at the epoch date displayed above.
 DG6514.The epoch date for horizontal control is a decimal equivalence
 DG6514.of Year/Month/Day.
 DG6514
 DG6514
 DG6514.The PID for the CORS ARP is DG6513.
 DG6514
 DG6514.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6514
 DG6514.The ellipsoidal height was determined by GPS observations
 DG6514.and is referenced to NAD 83.
 DG6514
 DG6514.The geoid height was determined by GEOID03.
 DG6514
 DG6514;                    North         East     Units Scale Factor Converg.
 DG6514;SPC AZ C     -   276,290.544   212,806.406   MT  0.99990000   -0 00 11.8
 DG6514;SPC AZ C     -   906,465.04    698,183.75   iFT  0.99990000   -0 00 11.8
 DG6514
 DG6514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6514!SPC AZ C     -   0.99994315  x   0.99990000  =   0.99984315
 DG6514
 DG6514                          SUPERSEDED SURVEY CONTROL
 DG6514
 DG6514.No superseded survey control is available for this station.
 DG6514
 DG6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1429206190(NAD 83)
 DG6514_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6514
 DG6514                          STATION DESCRIPTION
 DG6514
 DG6514'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6514'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6514'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6514'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6514'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6514'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1117 ***********************************************************************
 CY1117  DESIGNATION -  CO LINE MK FD
 CY1117  PID         -  CY1117
 CY1117  STATE/COUNTY-  AZ/GRAHAM
 CY1117  USGS QUAD   -  ASH PEAK (1986)
 CY1117
 CY1117                         *CURRENT SURVEY CONTROL
 CY1117  ___________________________________________________________________
 CY1117* NAD 83(1992)-  32 50 33.98840(N)    109 20 00.64138(W)     ADJUSTED  
 CY1117* NAVD 88     -      1584.4    (meters)    5198.     (feet)  VERTCON   
 CY1117  ___________________________________________________________________
 CY1117  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CY1117  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY1117  HORZ ORDER  -  SECOND
 CY1117
 CY1117.The horizontal coordinates were established by classical geodetic methods
 CY1117.and adjusted by the National Geodetic Survey in August 1993.
 CY1117
 CY1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1117
 CY1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1117
 CY1117.The geoid height was determined by GEOID03.
 CY1117
 CY1117;                    North         East     Units Scale Factor Converg.
 CY1117;SPC AZ E     -   204,624.050   291,352.173   MT  0.99997498   +0 27 06.7
 CY1117;SPC AZ E     -   671,338.75    955,879.83   iFT  0.99997498   +0 27 06.7
 CY1117;UTM  12      - 3,635,087.429   655,961.065   MT  0.99989993   +0 54 14.3
 CY1117
 CY1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1117!SPC AZ E     -   0.99975538  x   0.99997498  =   0.99973037
 CY1117!UTM  12      -   0.99975538  x   0.99989993  =   0.99965533
 CY1117
 CY1117|---------------------------------------------------------------------|
 CY1117| PID    Reference Object                     Distance      Geod. Az  |
 CY1117|                                                           dddmmss.s |
 CY1117| CC7175 CO LINE MK FD RM 1                    9.162 METERS 10148     |
 CY1117| CY1126 TOLLGATE                            APPROX. 5.8 KM 2724851.0 |
 CY1117| CC7176 CO LINE MK FD RM 2                    7.452 METERS 28731     |
 CY1117|---------------------------------------------------------------------|
 CY1117
 CY1117                          SUPERSEDED SURVEY CONTROL
 CY1117
 CY1117  NAD 83(1986)-  32 50 33.98371(N)    109 20 00.63864(W) AD(       ) 2
 CY1117  NAD 27      -  32 50 33.74631(N)    109 19 58.38607(W) AD(       ) 2
 CY1117  NGVD 29 (07/19/86) 1583.7    (m)         5196.     (f) VERT ANG    3  
 CY1117
 CY1117.Superseded values are not recommended for survey control.
 CY1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1117.See file dsdata.txt to determine how the superseded data were derived.
 CY1117
 CY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5596135087(NAD 83)
 CY1117_MARKER: DD = SURVEY DISK
 CY1117_SETTING: 66 = SET IN ROCK OUTCROP
 CY1117
 CY1117  HISTORY     - Date     Condition        Report By
 CY1117  HISTORY     - 1976     MONUMENTED       AZDT
 CY1117
 CY1117                          STATION DESCRIPTION
 CY1117
 CY1117'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1117'THE STATION IS ABOUT 14.5 MILES SOUTHWEST OF CLIFTON, 22 MILES EAST
 CY1117'OF SAFFORD AND 0.5 MILE SOUTH OF U.S. HWY. 666 ON TOP OF A
 CY1117'BUTTE CALLED THUMB BUTTE.
 CY1117'
 CY1117'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CO. LINE
 CY1117'MK. FD. 1976 AND IS EPOXIED IN A DRILL HOLE IN A LARGE FLAT ROCK,
 CY1117'MARKED BY A WITNESS SIGN 3 FEET TO THE WEST WHICH IS EPOXIED TO
 CY1117'A ROCK.  STATION WAS SET IN A CROSS CHISLED IN FLAT ROCK WITH
 CY1117'GRAHAM AND GREENLEE CHISLED ON EITHER SIDE OF CROSS.
 CY1117'
 CY1117'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CO. LINE
 CY1117'MK. FD. RM 2 1976 AND IS EPOXIED ON THE WESTERN EDGE OF A LARGE
 CY1117'ROCK OUTCROP WEST OF STATION.
 CY1117'
 CY1117'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CO. LINE
 CY1117'MK. FD. RM 1 1976 AND IS EPOXIED ON EASTERLY EDGE OF A LARGE ROCK
 CY1117'OUTCROP EAST OF STATION.
 CY1117'
 CY1117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1117'10 MILES EAST OF SAFFORD, TRAVEL ON U.S. HWY. 666 TO MILE POST
 CY1117'144.0.  ABOUT 75 FEET WEST OF M.P. IS A PLACE TO PARK VEHICLE.  THE
 CY1117'STATION CAN BE SEEN FROM HERE ON TOP OF THUMB BUTTE TO THE
 CY1117'SOUTH.  CLIMB THROUGH FENCE AND UP A RIDGE TO SOUTH SIDE OF BUTTE
 CY1117'WHERE A MANILA HEMP ROPE HAS BEEN PLACED FOR A HANDHOLD.  ABOUT
 CY1117'A 50 MINUTE PACK WITH EQUIPMENT.
 CY1117'
 CY1117'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0822 ***********************************************************************
 CY0822  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0822  DESIGNATION -  COAIR
 CY0822  PID         -  CY0822
 CY0822  STATE/COUNTY-  AZ/COCHISE
 CY0822  USGS QUAD   -  COCHISE (1985)
 CY0822
 CY0822                         *CURRENT SURVEY CONTROL
 CY0822  ___________________________________________________________________
 CY0822* NAD 83(2007)-  32 02 09.21432(N)    109 55 04.35458(W)     ADJUSTED  
 CY0822* NAVD 88     -      1301.41   (meters)    4269.7    (feet)  GPS OBS   
 CY0822  ___________________________________________________________________
 CY0822  EPOCH DATE  -        2007.00
 CY0822  X           -  -1,844,072.023 (meters)                     COMP
 CY0822  Y           -  -5,089,231.017 (meters)                     COMP
 CY0822  Z           -   3,364,481.926 (meters)                     COMP
 CY0822  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CY0822  ELLIP HEIGHT-        1274.149 (meters)          (02/10/07) ADJUSTED
 CY0822  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0822
 CY0822  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0822  Type    PID    Designation                      North   East  Ellip
 CY0822  -------------------------------------------------------------------
 CY0822  NETWORK CY0822 COAIR                             0.67   0.55   1.92
 CY0822  -------------------------------------------------------------------
 CY0822
 CY0822.The horizontal coordinates were established by GPS observations
 CY0822.and adjusted by the National Geodetic Survey in February 2007.
 CY0822
 CY0822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0822.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0822.The horizontal coordinates are valid at the epoch date displayed above.
 CY0822.The epoch date for horizontal control is a decimal equivalence
 CY0822.of Year/Month/Day.
 CY0822
 CY0822.The orthometric height was determined by GPS observations and a
 CY0822.high-resolution geoid model.
 CY0822.The orthometric height was determined by GPS observations and a
 CY0822.high-resolution geoid model using precise GPS observation and
 CY0822.processing techniques.
 CY0822
 CY0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0822
 CY0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0822
 CY0822.The ellipsoidal height was determined by GPS observations
 CY0822.and is referenced to NAD 83.
 CY0822
 CY0822.The geoid height was determined by GEOID03.
 CY0822
 CY0822;                    North         East     Units Scale Factor Converg.
 CY0822;SPC AZ E     -   114,873.743   236,857.506   MT  0.99990681   +0 07 55.1
 CY0822;SPC AZ E     -   376,882.36    777,091.56   iFT  0.99990681   +0 07 55.1
 CY0822;UTM  12      - 3,544,926.012   602,175.209   MT  0.99972875   +0 34 26.6
 CY0822
 CY0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0822!SPC AZ E     -   0.99979998  x   0.99990681  =   0.99970681
 CY0822!UTM  12      -   0.99979998  x   0.99972875  =   0.99952878
 CY0822
 CY0822|---------------------------------------------------------------------|
 CY0822| PID    Reference Object                     Distance      Geod. Az  |
 CY0822|                                                           dddmmss.s |
 CY0822| CY1191 PHOENIX EL PASO AWY BCN T 3         196.347 METERS 09225     |
 CY0822| CY1189 COCHISE CEN RAD DIRECTIONAL TR      APPROX. 3.7 KM 0985811.4 |
 CY0822| CS5393 COAIR RM 3                            6.931 METERS 12146     |
 CY0822| CC7177 COAIR AZ MK                                        1750020.0 |
 CY0822| CY0824 COAIR RM 2                           22.452 METERS 26836     |
 CY0822| CY0823 COAIR RM 1                           16.743 METERS 35807     |
 CY0822| CS5394 COAIR RM 4                           16.707 METERS 35810     |
 CY0822|---------------------------------------------------------------------|
 CY0822
 CY0822                          SUPERSEDED SURVEY CONTROL
 CY0822
 CY0822  NAD 83(1992)-  32 02 09.21396(N)    109 55 04.35363(W) AD(       ) B
 CY0822  ELLIP H (08/22/05) 1274.166  (m)                       GP(       ) 4 2
 CY0822  NAD 83(1992)-  32 02 09.21565(N)    109 55 04.35773(W) AD(       ) 2
 CY0822  NAD 83(1986)-  32 02 09.20730(N)    109 55 04.35429(W) AD(       ) 2
 CY0822  NAD 27      -  32 02 08.91300(N)    109 55 02.11400(W) AD(       ) 2
 CY0822  NGVD 29 (??/??/92) 1301.403  (m)         4269.69   (f) ADJ UNCH    2 0
 CY0822
 CY0822.Superseded values are not recommended for survey control.
 CY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0822.See file dsdata.txt to determine how the superseded data were derived.
 CY0822
 CY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0217544926(NAD 83)
 CY0822_MARKER: DS = TRIANGULATION STATION DISK
 CY0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0822+STABILITY: SURFACE MOTION
 CY0822
 CY0822  HISTORY     - Date     Condition        Report By
 CY0822  HISTORY     - 1945     MONUMENTED       CGS
 CY0822  HISTORY     - 1982     GOOD             AZDT
 CY0822  HISTORY     - 19920401 GOOD             NGS
 CY0822
 CY0822                          STATION DESCRIPTION
 CY0822
 CY0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0822'STATION IS LOCATED AT THE COCHISE AIRPORT ABOUT 5-1/2 MILES
 CY0822'S OF COCHISE AND 3-1/2 MILES E OF THE MANZORO RAILROAD FLAG
 CY0822'STATION.
 CY0822'
 CY0822'TO REACH THE STATION FROM THE RAILROAD STATION IN COCHISE AT
 CY0822'THE SIGN DOUGLAS AND BISBEE, GO SE ON THE DOUGLAS ROAD (U.S.
 CY0822'HIGHWAY 666) FOR 6.0 MILES TO A SIDE ROAD RIGHT AND STATION TEE
 CY0822'1935 ON THE LEFT.  TURN RIGHT AND GO 2.1 MILES TO A CROSS ROAD
 CY0822'AND AIR BEACON ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.15
 CY0822'MILE TO STATION ON THE LEFT.
 CY0822'
 CY0822'STATION IS LOCATED 644 FEET W OF THE AIR BEACON AT THE COCHISE
 CY0822'AIRPORT, 247-1/2 FEET E OF A CORNER IN THE AIRPORT FENCE (ALONG
 CY0822'THE N SIDE OF THE AIRPORT), 24 FEET S OF THE CENTER OF THE GRADED
 CY0822'E-W ROAD, 14 FEET NNW OF A 4 INCH SQUARE WHITE WITNESS POST
 CY0822'FASTENED TO THE N AIRPORT FENCE, AND 12 FEET N OF THIS FENCE.
 CY0822'IT IS MARKED BY A BRONZE STATION DISK STAMPED COAIR 1945 AND
 CY0822'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CY0822'3 INCHES ABOVE THE GROUND.  UNDERGROUND MARK IS A BRONZE
 CY0822'STATION DISK SET IN CONCRETE 36 INCHES BELOW THE SURFACE OF
 CY0822'THE GROUND.
 CY0822'
 CY0822'REFERENCE MARK 1 IS N OF THE STATION AND AT ABOUT THE SAME
 CY0822'LEVEL.  IT IS 1 FOOT S OF THE FENCE ON THE N SIDE OF THE
 CY0822'GRADED E-W ROAD.  IT IS A BRONZE REFERENCE DISK STAMPED
 CY0822'COAIR NO 1 1945 AND IS SET IN THE TOP OF A SQUARE CONCRETE
 CY0822'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CY0822'
 CY0822'REFERENCE MARK 2 IS W OF THE STATION AND AT ABOUT THE SAME LEVEL.
 CY0822'IT IS 10 FEET N OF AN E-W AIRPORT BOUNDARY FENCE.  IT IS A
 CY0822'BRONZE REFERENCE DISK STAMPED COAIR NO 2 1945 AND IS SET IN
 CY0822'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 CY0822'ABOVE THE GROUND.
 CY0822'
 CY0822'AZIMUTH MARK IS LOCATED 1-1/2 MILES S OF THE STATION.  TO
 CY0822'REACH FROM THE CROSSROADS (AT THE AIR BEACON), GO S ON THE
 CY0822'GRADED ROAD FOR 1.5 MILES TO AZIMUTH MARK ON THE RIGHT (W).
 CY0822'THE AZIMUTH MARK IS 34 FEET W OF THE CENTER OF THE N-S GRADED
 CY0822'ROAD AND 15 FEET NNW OF A 4 INCH SQUARE WHITE WITNESS POST
 CY0822'WHICH IS FASTENED TO A FENCE CORNER POST.  IT IS A BRONZE
 CY0822'AZIMUTH DISK STAMPED COAIR 1945 AND IS SET IN A DRILL HOLE
 CY0822'IN THE N END OF THE W CONCRETE WALL OF A CATTLEGUARD PIT.
 CY0822
 CY0822                          STATION RECOVERY (1982)
 CY0822
 CY0822'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY0822'STATION IS LOCATED 6.5 MILES SOUTH SOUTHEAST OF COCHISE, ARIZONA.
 CY0822'
 CY0822'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 CY0822'DESTROYED.  REFERENCE MARK 3 WAS SET IN THE TOP OF A ROUND CONCRETE
 CY0822'POST, STAMPED---COAIR NO 3 1945-1982---.  REFERENCE MARK 2 WAS FOUND
 CY0822'DISTRUBED AND A NEW MARK WAS SET IN A ROUND CONCRETE POST STAMPED---
 CY0822'COAIR 4 1945---.
 CY0822'
 CY0822'AZIMUTH MARK HAS BEEN DESTROYED, STATION CGS TEE CAN BE USED.
 CY0822'
 CY0822'THE AIRPORT HAS BEEN ABANDONED AND THE BUILDINGS DESTROYED OR REMOVED.
 CY0822'A NEW ROUTE OT THE STATION FOLLOWS.
 CY0822'
 CY0822'TO REACH FROM THE TRAFFIC INTERCHANGE OF I-10 AND U.S. HWY 666 TRAVEL
 CY0822'SOUTHEAST ON U.S. 666 FOR 11.1 MILES TO DRAGOON ROAD ON THE RIGHT.
 CY0822'TURN RIGHT AND TRAVEL 2.1 MILES TO A BLADED CROSS ROAD, CONTINUE 0.15
 CY0822'MILE TO THE STATION ON THE LEFT.
 CY0822
 CY0822                          STATION RECOVERY (1992)
 CY0822
 CY0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (SRD)
 CY0822'AIRPORT AND  BEACON NO LONGER EXIST.  NEW ROAD IS NOW PAVED (666 TO
 CY0822'DRAGOON ROAD) .  DISK IS THOUGHT TO BE THE UNDERGROUND DISK AS IT
 CY0822'FALLS IN BORROW DITCH AND IS NOW 1 FT BELOW GROUND LEVEL.  RM 1 AND
 CY0822'4X4 POST ARE STILL IN PLACE.  I DRIVE A 5/8X18 IN REBAR AT AN ANGLE
 CY0822'ABOVE CAP SO IT MAYBE FOUND WITH A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0570 ***********************************************************************
 FQ0570  DESIGNATION -  COAL
 FQ0570  PID         -  FQ0570
 FQ0570  STATE/COUNTY-  AZ/COCONINO
 FQ0570  USGS QUAD   -  APPALOOSA RIDGE (1969)
 FQ0570
 FQ0570                         *CURRENT SURVEY CONTROL
 FQ0570  ___________________________________________________________________
 FQ0570* NAD 83(1992)-  35 59 39.39569(N)    111 00 55.05298(W)     ADJUSTED  
 FQ0570* NAVD 88     -      1827.52   (+/-2cm)    5995.8    (feet)  VERTCON   
 FQ0570  ___________________________________________________________________
 FQ0570  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 FQ0570  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0570  HORZ ORDER  -  FIRST
 FQ0570  VERT ORDER  -  THIRD ? (See Below)
 FQ0570
 FQ0570.The horizontal coordinates were established by classical geodetic methods
 FQ0570.and adjusted by the National Geodetic Survey in August 1993.
 FQ0570
 FQ0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0570.The vertical order pertains to the NGVD 29 superseded value.
 FQ0570
 FQ0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0570
 FQ0570.The geoid height was determined by GEOID03.
 FQ0570
 FQ0570;                    North         East     Units Scale Factor Converg.
 FQ0570;SPC AZ C     -   554,253.608   294,630.010   MT  0.99998136   +0 31 47.2
 FQ0570;SPC AZ C     - 1,818,417.35    966,633.89   iFT  0.99998136   +0 31 47.2
 FQ0570;UTM  12      - 3,983,313.751   498,621.624   MT  0.99960002   -0 00 32.4
 FQ0570
 FQ0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0570!SPC AZ C     -   0.99971686  x   0.99998136  =   0.99969822
 FQ0570!UTM  12      -   0.99971686  x   0.99960002  =   0.99931699
 FQ0570
 FQ0570|---------------------------------------------------------------------|
 FQ0570| PID    Reference Object                     Distance      Geod. Az  |
 FQ0570|                                                           dddmmss.s |
 FQ0570| CH2934 COAL RM 1                             6.010 METERS 16929     |
 FQ0570| CH2935 COAL RM 2                             8.406 METERS 25645     |
 FQ0570| CH2933 COAL AZ MK                                         2913055.3 |
 FQ0570|---------------------------------------------------------------------|
 FQ0570
 FQ0570                          SUPERSEDED SURVEY CONTROL
 FQ0570
 FQ0570  NAD 83(1986)-  35 59 39.39737(N)    111 00 55.05127(W) AD(       ) 1
 FQ0570  NAD 27      -  35 59 39.40500(N)    111 00 52.54800(W) AD(       ) 1
 FQ0570  NGVD 29 (07/19/86) 1826.57   (m)         5992.7    (f) LEVELING    3  
 FQ0570
 FQ0570.Superseded values are not recommended for survey control.
 FQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0570.See file dsdata.txt to determine how the superseded data were derived.
 FQ0570
 FQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE9862283314(NAD 83)
 FQ0570_MARKER: DS = TRIANGULATION STATION DISK
 FQ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0570
 FQ0570  HISTORY     - Date     Condition        Report By
 FQ0570  HISTORY     - 1951     MONUMENTED       CGS
 FQ0570  HISTORY     - 1955     GOOD             CGS
 FQ0570
 FQ0570                          STATION DESCRIPTION
 FQ0570
 FQ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0570'STATION IS LOCATED, AIRLINE, ABOUT 16 MILES SOUTHEAST OF TUBA
 FQ0570'CITY, ALONG THE TUBA CITY-ORAIBI HIGHWAY.  IT IS ON THE MESA
 FQ0570'ALONG THE SOUTH SIDE OF COAL CANYON.
 FQ0570'
 FQ0570'TO REACH FROM TUBA CITY, GO EAST FROM THE U.S. POST OFFICE AND
 FQ0570'TRADING POST FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 FQ0570'GO 0.8 MILE TO A FORK, TAKE THE LEFT FORK EAST AND SOUTHEAST FOR
 FQ0570'17.0 MILES TO A FORK.  TAKE THE LEFT FORK (OLD HIGHWAY) AND
 FQ0570'GO 0.1 MILE TO A LOW SAND HILL ON THE LEFT AND THE STATION.
 FQ0570'
 FQ0570'STATION MARK, STAMPED COAL 1951, IS A STANDARD DISK SET IN THE
 FQ0570'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FQ0570'
 FQ0570'REFERENCE MARK NUMBER 1, STAMPED COAL NO 1 1951, IS A STANDARD
 FQ0570'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FQ0570'PROJECTS 5 INCHES AND IS 10 INCHES LOWER IN ELEVATION THAN THE
 FQ0570'STATION.
 FQ0570'
 FQ0570'REFERENCE MARK NUMBER 2, STAMPED COAL NO 2 1951, IS A STANDARD
 FQ0570'DISK CEMENTED IN A DRILL HOLE IN A 12 BY 24 INCH BOULDER THAT
 FQ0570'IS FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS THE STATION.
 FQ0570'
 FQ0570'AZIMUTH MARK, STAMPED COAL 1951, IS A STANDARD DISK CEMENTED
 FQ0570'IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER THAT PROJECTS 1 FOOT
 FQ0570'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO WEST, TOWARDS
 FQ0570'TUBA CITY, FOR 2.4 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH
 FQ0570'MARK.  IT IS 80 FEET SOUTHWEST OF THE INTERSECTION OF THE
 FQ0570'HIGHWAY AND THE SIDE ROAD AND 100 FEET WEST OF THE CENTERLINE
 FQ0570'OF THE SIDE ROAD.
 FQ0570'
 FQ0570'BM H63 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 10
 FQ0570'INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS
 FQ0570'STAMPED H 63 1934.  IT IS ABOUT 15 FEET SOUTH OF THE OLD
 FQ0570'HIGHWAY.
 FQ0570'
 FQ0570'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FQ0570
 FQ0570                          STATION RECOVERY (1955)
 FQ0570
 FQ0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0570'THE STATION MARK, TWO REFERENCE MARKS AND THE AZIMUTH MARK
 FQ0570'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1951.  THE
 FQ0570'DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1978 ***********************************************************************
 DU1978  DESIGNATION -  COAL
 DU1978  PID         -  DU1978
 DU1978  STATE/COUNTY-  AZ/PINAL
 DU1978  USGS QUAD   -  JERUSALEM MTN (1968)
 DU1978
 DU1978                         *CURRENT SURVEY CONTROL
 DU1978  ___________________________________________________________________
 DU1978* NAD 83(1992)-  33 05 40.19421(N)    110 34 31.02049(W)     ADJUSTED  
 DU1978* NAVD 88     -      1613.5    (meters)    5294.     (feet)  VERTCON   
 DU1978  ___________________________________________________________________
 DU1978  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DU1978  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DU1978  HORZ ORDER  -  FIRST
 DU1978
 DU1978.The horizontal coordinates were established by classical geodetic methods
 DU1978.and adjusted by the National Geodetic Survey in August 1993.
 DU1978
 DU1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1978
 DU1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1978
 DU1978.The geoid height was determined by GEOID03.
 DU1978
 DU1978;                    North         East     Units Scale Factor Converg.
 DU1978;SPC AZ C     -   233,031.280   338,574.902   MT  1.00009326   +0 43 57.1
 DU1978;SPC AZ C     -   764,538.32  1,110,810.05   iFT  1.00009326   +0 43 57.1
 DU1978;UTM  12      - 3,661,843.332   539,633.048   MT  0.99961937   +0 13 54.9
 DU1978
 DU1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1978!SPC AZ C     -   0.99975106  x   1.00009326  =   0.99984430
 DU1978!UTM  12      -   0.99975106  x   0.99961937  =   0.99937053
 DU1978
 DU1978:                Primary Azimuth Mark                     Grid Az
 DU1978:SPC AZ C     -  COOLIDGE                                 048 51 24.0
 DU1978:UTM  12      -  COOLIDGE                                 049 21 26.2
 DU1978
 DU1978|---------------------------------------------------------------------|
 DU1978| PID    Reference Object                     Distance      Geod. Az  |
 DU1978|                                                           dddmmss.s |
 DU1978| DU1977 COOLIDGE                            APPROX. 8.8 KM 0493521.1 |
 DU1978| CD1824 COAL RM 2                             4.104 METERS 11548     |
 DU1978| CD1823 COAL RM 1                             2.908 METERS 19208     |
 DU1978|---------------------------------------------------------------------|
 DU1978
 DU1978                          SUPERSEDED SURVEY CONTROL
 DU1978
 DU1978  NAD 83(1986)-  33 05 40.19074(N)    110 34 31.01951(W) AD(       ) 1
 DU1978  NAD 27      -  33 05 39.96100(N)    110 34 28.65300(W) AD(       ) 1
 DU1978  NGVD 29 (07/19/86) 1612.9    (m)         5292.     (f) VERT ANG    3  
 DU1978
 DU1978.Superseded values are not recommended for survey control.
 DU1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1978.See file dsdata.txt to determine how the superseded data were derived.
 DU1978
 DU1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3963361843(NAD 83)
 DU1978_MARKER: N = NAIL
 DU1978_SETTING: 66 = SET IN ROCK OUTCROP
 DU1978_SP_SET: SET IN BEDROCK
 DU1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1978+STABILITY: POSITION/ELEVATION WELL
 DU1978
 DU1978  HISTORY     - Date     Condition        Report By
 DU1978  HISTORY     - 1900     MONUMENTED       USGS
 DU1978  HISTORY     - 1948     GOOD             USGS
 DU1978
 DU1978                          STATION DESCRIPTION
 DU1978
 DU1978'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU1978'LOCATED 18 MI  NE. OF DUDLEYVILLE, ABOUT 15 MI SE. OF SAN CARLOS,
 DU1978'6 MI N. OF MANNINGO RANCH ON DEER CREEK, 3 MI NE. OF LOWER COAL
 DU1978'FIELDS.  ON SUMMIT OF LIMESTONE DIVIDE BETWEEN GILA RIVER AND DEER
 DU1978'CREEK.
 DU1978'
 DU1978'TO REACH FROM DUDLEYVILLE, TAKE OLD INDIAN TRAIL TO SAN CARLOS
 DU1978'WHICH CROSSES RIDGE 0.25 MI W. OF STATION.
 DU1978'
 DU1978'STATION MARK--NAIL CEMENTED IN DRILL HOLE IN SOLID ROCK CENTERED
 DU1978'UNDER ROCK MONUMENT.
 DU1978'
 DU1978'RMS--NONE SET.
 DU1978
 DU1978                          STATION RECOVERY (1948)
 DU1978
 DU1978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (DHK)
 DU1978'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTHWEST OF COOLIDGE
 DU1978'DAM AND 4 MILES AIRLINE SOUTH OF BOWMANS HOOK AND LINE RANCH ON
 DU1978'THE HIGHEST POINT OF JERUSALEM MOUNTAIN.  THE STATION MARK IS A
 DU1978'NAIL SET IN CONCRETE IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 DU1978'6 INCHES.
 DU1978'
 DU1978'REFERENCE MARK NO. 1 IS A GEOLOGICAL SURVEY REFERENCE DISK SET
 DU1978'IN A BOULDER WHICH IS 15 INCHES LOWER THAN THE STATION MARK,
 DU1978'PROJECTS 18 INCHES AND IS STAMPED, COAL N 1 1936.
 DU1978'
 DU1978'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 2 FEET, IS 6
 DU1978'INCHES LOWER THAN THE STATION MARK AND IS STAMPED, COAL USGS NO
 DU1978'2 1945.
 DU1978'
 DU1978'AN AZIMUTH MARK WAS APPARENTLY SET AT THE TIME REFERENCE MARK NO.
 DU1978'2 WAS SET BUT COULD NOT BE FOUND WHEN STATION WAS OCCUPIED.
 DU1978'
 DU1978'TO REACH THE STATION FROM THE NORTHWEST END OF COOLIDE DAM, GO
 DU1978'SOUTHWEST ON A DIRT ROAD 0.65 MILE TO A ROAD RIGHT.  TURN RIGHT,
 DU1978'GO 2.9 MILS TO A CATTLE GUARD IN A SADDLE.  CONTINUE 0.6 MILE TO A
 DU1978'GATE.  PASS THROUGH GATE, GO 2.0 MILES TO A BRIDGE OVER THE GILA
 DU1978'RIVER.  CROSS BRIDGE, GO 0.6 MILE TO BOWMANS RANCH AND END OF
 DU1978'TRUCK TRAVEL.  FROM CORRALS AT RANCH GO EASTERLY 100 YARDS TO A
 DU1978'TRAIL.  FOLLOW TRAIL, UP RIDGE, SOUTHERLY ABOUT 2-1/4 MILES TO
 DU1978'A CAIRN ON LEFT JUST AFTER CROSSING A DEEP, WIDE WASH, LEAVE
 DU1978'MAIN TRAIL, FOLLOW RIDGES SOUTHERLY ABOUT 2 MILS TO BASE OF
 DU1978'LIMESTONE CLIFF.  CLIMB TO TOP OF RIDGE ABOVE CLIFF, THEN WALK
 DU1978'SOUTHEAST TO HIGHEST POINT AND STATION.  A 5 HOUR PACK.  PACK
 DU1978'AND SADDLE STOCK WAS AVAILABLE AT BOWMANS RANCH IN 1948.
 DU1978'FOLLOW THE SAME ROUTE MENTIONED ABOVE TO THE LIMESTONE CLIFF
 DU1978'THEN PASS TO RIGHT OF CLIFF, GO DOWN RIDGE TO BOTTOM OF
 DU1978'CANYON--FOLLOW CANYON TO HEAD THEN UP RIDGE EASTSERLY AND
 DU1978'NORTHEASTERLY TO HIGHEST POINT AND STATION.  A 3 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0632 ***********************************************************************
 GP0632  FBN         -  This is a Federal Base Network Control Station.
 GP0632  DESIGNATION -  COAL MINE
 GP0632  PID         -  GP0632
 GP0632  STATE/COUNTY-  AZ/NAVAJO
 GP0632  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0632
 GP0632                         *CURRENT SURVEY CONTROL
 GP0632  ___________________________________________________________________
 GP0632* NAD 83(2007)-  36 32 44.59309(N)    110 29 38.20526(W)     ADJUSTED  
 GP0632* NAVD 88     -      2233.6    (meters)    7328.     (feet)  GPS OBS   
 GP0632  ___________________________________________________________________
 GP0632  EPOCH DATE  -        2007.00
 GP0632  X           -  -1,796,738.997 (meters)                     COMP
 GP0632  Y           -  -4,807,145.142 (meters)                     COMP
 GP0632  Z           -   3,778,329.566 (meters)                     COMP
 GP0632  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 GP0632  ELLIP HEIGHT-        2213.124 (meters)          (02/10/07) ADJUSTED
 GP0632  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 GP0632
 GP0632  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0632  Type    PID    Designation                      North   East  Ellip
 GP0632  -------------------------------------------------------------------
 GP0632  NETWORK GP0632 COAL MINE                         0.39   0.33   1.12
 GP0632  -------------------------------------------------------------------
 GP0632
 GP0632.The horizontal coordinates were established by GPS observations
 GP0632.and adjusted by the National Geodetic Survey in February 2007.
 GP0632
 GP0632.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0632.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0632.The horizontal coordinates are valid at the epoch date displayed above.
 GP0632.The epoch date for horizontal control is a decimal equivalence
 GP0632.of Year/Month/Day.
 GP0632
 GP0632.The orthometric height was determined by GPS observations and a
 GP0632.high-resolution geoid model.
 GP0632
 GP0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0632
 GP0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0632
 GP0632.The ellipsoidal height was determined by GPS observations
 GP0632.and is referenced to NAD 83.
 GP0632
 GP0632.The geoid height was determined by GEOID03.
 GP0632
 GP0632;                    North         East     Units Scale Factor Converg.
 GP0632;SPC AZ E     -   615,112.012   184,058.824   MT  0.99991057   -0 11 41.6
 GP0632;SPC AZ E     - 2,018,084.03    603,867.53   iFT  0.99991057   -0 11 41.6
 GP0632;UTM  12      - 4,044,598.685   545,293.323   MT  0.99962527   +0 18 04.8
 GP0632
 GP0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0632!SPC AZ E     -   0.99965279  x   0.99991057  =   0.99956339
 GP0632!UTM  12      -   0.99965279  x   0.99962527  =   0.99927819
 GP0632
 GP0632|---------------------------------------------------------------------|
 GP0632| PID    Reference Object                     Distance      Geod. Az  |
 GP0632|                                                           dddmmss.s |
 GP0632| CD3275 COAL MINE RM 3                       25.200 METERS 02440     |
 GP0632| CD3273 COAL MINE RM 1                       25.390 METERS 02521     |
 GP0632| GP0633 PEABODY MICROWAVE TOWER              93.784 METERS 22300     |
 GP0632| CD3274 COAL MINE RM 2                       17.732 METERS 31456     |
 GP0632| CD3276 COAL MINE RM 4                       18.185 METERS 31456     |
 GP0632| CD3271 COAL MINE AZ MK                                    3161858.8 |
 GP0632| CD3272 COAL MINE AZ MK 2                                  3421304.7 |
 GP0632|---------------------------------------------------------------------|
 GP0632
 GP0632                          SUPERSEDED SURVEY CONTROL
 GP0632
 GP0632  ELLIP H (09/30/99) 2213.141  (m)                       GP(       ) 3 1
 GP0632  NAD 83(1992)-  36 32 44.59260(N)    110 29 38.20143(W) AD(       ) B
 GP0632  NAD 83(1992)-  36 32 44.59270(N)    110 29 38.20441(W) AD(       ) A
 GP0632  ELLIP H (09/30/92) 2213.191  (m)                       GP(       ) 2 1
 GP0632  NAD 83(1986)-  36 32 44.59260(N)    110 29 38.20143(W) AD(       ) 1
 GP0632  NAD 27      -  36 32 44.59700(N)    110 29 35.69100(W) AD(       ) 1
 GP0632  NGVD 29 (07/19/86) 2234.8    (m)         7332.     (f) VERT ANG    3  
 GP0632
 GP0632.Superseded values are not recommended for survey control.
 GP0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0632.See file dsdata.txt to determine how the superseded data were derived.
 GP0632
 GP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4529344599(NAD 83)
 GP0632_MARKER: DS = TRIANGULATION STATION DISK
 GP0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0632_SP_SET: CONCRETE POST
 GP0632_STAMPING: COAL MINE 1951
 GP0632_MARK LOGO: CGS   
 GP0632_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0632+STABILITY: SURFACE MOTION
 GP0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0632+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1999
 GP0632
 GP0632  HISTORY     - Date     Condition        Report By
 GP0632  HISTORY     - 1951     MONUMENTED       CGS
 GP0632  HISTORY     - 1951     GOOD             CGS
 GP0632  HISTORY     - 1965     GOOD             CGS
 GP0632  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GP0632  HISTORY     - 1970     GOOD             USGS
 GP0632  HISTORY     - 19920203 GOOD             NGS
 GP0632  HISTORY     - 19950923 GOOD             NGS
 GP0632  HISTORY     - 19981118 GOOD             NGS
 GP0632  HISTORY     - 19990316 GOOD             NGS
 GP0632  HISTORY     - 19990625 GOOD             NGS
 GP0632
 GP0632                          STATION DESCRIPTION
 GP0632
 GP0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0632'THE STATION IS LOCATED ON THE WEST RIM OF BLACK MESA.  IT IS
 GP0632'ABOUT 18 MILES SOUTH WEST OF KAYENTA, ABOUT 20 MILES NORTHEAST
 GP0632'OF THE COW SPRINGS TRADING POST AND ABOUT 2-1/2 MILES EAST
 GP0632'OF THE TUBA CITY-KAYENTA GRADED ROAD.
 GP0632'
 GP0632'THE STATION IS A STANDARD DISK STAMPED COAL MINE 1951 SET
 GP0632'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GP0632'ABOUT 4 INCHES.  IT IS ABOUT 80 FEET WEST OF THE CENTER
 GP0632'LINE OF THE MALONEY COAL MINE ROAD.  ABOUT 100 FEET EAST OF
 GP0632'THE WEST RIM OF THE MESA AND ABOUT 4 FEET WEST-SOUTHWEST OF
 GP0632'A WHITE WITNESS POST.
 GP0632'
 GP0632'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COAL
 GP0632'MINE NO 1 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GP0632'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT 18 INCHES LOWER
 GP0632'THAN THE STATION.  IT IS ABOUT 40 FEET EAST OF THE WEST RIM
 GP0632'OF THE MESA.
 GP0632'
 GP0632'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COAL
 GP0632'MINE NO 2 1951 SET IN DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GP0632'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT 18 INCHES
 GP0632'LOWER THAN THE STATION.  IT IS ABOUT 30 FEET EAST OF THE
 GP0632'WEST RIM OF THE MESA.
 GP0632'
 GP0632'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COAL MINE 1951
 GP0632'SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 GP0632'ABOUT 18 INCHES.  IT IS ABOUT 15 FEET SOUTH OF THE CENTER
 GP0632'LINE OF THE MALONEY COAL MINE ROAD.
 GP0632'
 GP0632'TO REACH THE STATION FROM THE POST OFFICE IN KAYENTA, GO
 GP0632'SOUTH FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST
 GP0632'TOWARD TUBA CITY FOR 0.15 MILE.  TAKE THE RIGHT FORK AS PER
 GP0632'SIGN TUBA CITY 74 AND GO EAST ON THE MAIN TRAVELED ROAD FOR
 GP0632'19.7 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT ON TO THE
 GP0632'SIDE ROAD AT A SIGN MALONEY COAL CO. AND GO SOUTHWEST AND SOUTH
 GP0632'UP THE HILL FOR 0.7 MILE TO A POINT WHERE THE ROAD TURNS
 GP0632'FROM WEST TO SOUTH AND THE AZIMUTH MARK.  CONTINUE AHEAD ON
 GP0632'THE DIRT ROAD FOR 1.4 MILES TO THE TOP OF THE MESA.  CONTINUE
 GP0632'STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST
 GP0632'SIDE OF THE ROAD.
 GP0632
 GP0632                          STATION RECOVERY (1951)
 GP0632
 GP0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 GP0632'RECOVERED IN GOOD CONDITION.
 GP0632
 GP0632                          STATION RECOVERY (1965)
 GP0632
 GP0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GP0632'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GP0632'FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS
 GP0632'NOT RECOVERED DUE TO NEW ROAD CONSTRUCTION.  A NEW DESCRIPTION
 GP0632'ON HOW TO REACH THE STATION FOLLOWS.
 GP0632'
 GP0632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 464
 GP0632'AND 64 ABOUT 1 MILE SOUTH OF KAYENTA, GO SOUTHWEST ON STATE
 GP0632'HIGHWAY 64 FOR 18.9 MILES.  TURN LEFT OFF THE HIGHWAY ONTO
 GP0632'A DIRT SIDE ROAD AND GO EAST FOR 1.8 MILES TO THE TOP OF THE
 GP0632'RIDGE AND A RADIO MAST ON THE LEFT.  CONTINUE EAST ON THE
 GP0632'DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT, ABOUT 80
 GP0632'FEET NORTHWEST OF THE CENTER OF THE ROAD.
 GP0632
 GP0632                          STATION RECOVERY (1969)
 GP0632
 GP0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EHT)
 GP0632'COAL MINE AZIMUTH--TO REACH FROM THE JUNCTION OF STATE ROUTES 464 AND
 GP0632'164 AT KAYENTA, GO WEST ON RT. 164 FOR 19.0 MILES TO THE NAVAJO
 GP0632'NATIONAL MONUMENT ROAD, TURN RIGHT ON THE MONUMENT ROAD
 GP0632'FOR 0.35 MILE TO THE FIRST NOTABLE OUTCROP OF BEDROCK ON THE
 GP0632'RIGHT AND THE STATION LOCATION.
 GP0632'
 GP0632'THE STATION IS A STANDARD USC AND GS AZIMUTH DISC STAMPED
 GP0632'COAL MINE 1951-1969 COUNTER SUNK IN THE BEDROCK, 36 FT EAST
 GP0632'OF THE EAST CURB OF THE ROAD.
 GP0632
 GP0632                          STATION RECOVERY (1970)
 GP0632
 GP0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0632'INSTRUMENT STAND 7.5 FT ABOVE STATION MARK.
 GP0632'
 GP0632'TO REACH FROM KAYENTA DRIVE E. ON PAVED RD. TO U.S. HIGHWAY
 GP0632'164.  TURN RIGHT ON U.S. 164, FOR 19.7 MI TO CROSSROAD TO
 GP0632'NAVAJO NATIONAL MONUMENT AND PEABODY COAL MINE.  TURN LEFT
 GP0632'(E.) FOR 1.8 MI ON NEW GRAVELED RD. TO REVERSE Y-RD. AT RIM
 GP0632'OF BLACK MESA.  TURN RIGHT TOWARD LARGE MICROWAVE TOWER FOR 0.3
 GP0632'MI TO STATION ABOUT 70 FT W. OF RD. NEAR N. ANCHOR OF MICROWAVE
 GP0632'TOWER.
 GP0632'
 GP0632'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 GP0632'NO. 1 AND NO. 2 NOT FOUND, R.M. NO. 3 AND R.M. NO. 4 WERE
 GP0632'SET IN ABOUT THE SAME LOCATION.
 GP0632'
 GP0632'REFERENCE MARK NO. 3--STANDARD BRONZE TABLET STAMPED NO 3
 GP0632'1970 CEMENTED INTO A DRILL HOLE IN ROCK OUTCROP.
 GP0632'
 GP0632'REFERENCE MARK NO. 4--STANDARD BRONZE TABLET STAMPED NO 4
 GP0632'1970 CEMENTED INTO A DRILL HOLE IN ROCK OUTCROP.
 GP0632'
 GP0632'AZIMUTH MARK FOUND IN GOOD CONDITION, ABOUT 0.25 MI W. OF
 GP0632'U.S. HIGHWAY 164 AND 70 FT N. OF NAVAJO NATIONAL MONUMENT
 GP0632'RD.
 GP0632
 GP0632                          STATION RECOVERY (1992)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GP0632'THE STATION IS LOCATED ABOUT 29 KM (18.0 MI) SOUTHWEST OF KENYENTA,
 GP0632'3.2 KM (2.0 MI) SOUTHEAST OF U.S. HIGHWAY 160, ON THE WEST RIM OF
 GP0632'BLACK MESA, NEAR THE NORTH GUY ANCHOR OF THE MOST NORTHERLY ONE OF
 GP0632'TWO MICROWAVE TOWERS.  OWNERSHIP--UNKNOWN.
 GP0632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE
 GP0632'HIGHWAY 564 (ROAD LEADS NORTH TO THE NAVAJO NATIONAL MONUMENT),
 GP0632'LOCATED ABOUT 30.6 KM (19.0 MI) SOUTHWEST OF KENYENTA, GO EAST UPHILL
 GP0632'ON AN ASPHALT ROAD FOR 3.2 KM (2.0 MI) TO A GRAVEL ROAD ON THE RIGHT
 GP0632'LEADING TO TWO MICROWAVE TOWERS.  TURN SHARP RIGHT, SOUTHERLY, ON A
 GP0632'GRAVEL ROAD TOWARDS MICROWAVE TOWERS FOR 0.48 KM (0.30 MI) TO A TRACK
 GP0632'ROAD ON THE RIGHT, JUST PAST A FORTY FOOT HIGH TOWER WITH THREE
 GP0632'DISHES ATTACHED AND THE STATION ON THE RIGHT.
 GP0632'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GP0632'PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 30 M (98.4 FT) EAST OF
 GP0632'THE WEST RIM OF THE MESA, 29.7 M (97.4 FT) SOUTH OF THE SOUTHWEST
 GP0632'CORNER FENCE POST OF A SECURITY FENCE, 26.2 M (86.0 FT) WEST OF THE
 GP0632'CENTER OF THE GRAVEL ROAD, 10.4 M (34.1 FT) EAST OF THE MOST
 GP0632'NORTHERLY ONE OF MANY GUY ANCHORS FOR THE NORTH MICROWAVE TOWER, 2.7
 GP0632'M (8.9 FT) EAST OF A TRACK ROAD AND 0.31 M (1.02 FT) NORTH OF A
 GP0632'FIBERGLASS WITNESS POST.
 GP0632
 GP0632                          STATION RECOVERY (1995)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 GP0632'RECOVERED AS DESCRIBED.
 GP0632
 GP0632                          STATION RECOVERY (1998)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GP0632'THE STATION IS LOCATED 29.0 KM (18.00 MI) SOUTHWEST OF KAYENTA, 3.0 KM
 GP0632'(1.85 MI) SOUTHEAST OF THE JUNCTION OF US HIGHWAY 160 AND STATE
 GP0632'HIGHWAY 564, ON THE WEST RIM OF BLACK MESA ABOUT 30.48 M (100.00 FT)
 GP0632'SOUTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A 12.2 M
 GP0632'(40.0 FT) HIGH TOWER WITH 7 MICROWAVE DISHES ATTACHED AND EAST OF THE
 GP0632'NORTH GUY WIRE ANCHOR FOR THE NORTH ONE OF 2 MICROWAVE TOWERS.  TO
 GP0632'REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY 160 AND STATE
 GP0632'HIGHWAY 564 (HIGHWAY LEADING TO THE NAVAJO NATIONAL MONUMENT), AND A
 GP0632'PAVED ROAD LEADING SOUTHEASTERLY UPHILL TO BLACK MESA, LOCATED ABOUT
 GP0632'29.0 KM (18.00 MI) SOUTHWEST OF KAYENTA, GO SOUTHEASTERLY ON INDIAN
 GP0632'ROUTE 41 FOR 2.98 KM (1.85 MI) TO THE JUNCTION OF A DIRT ROAD ON THE
 GP0632'RIGHT AT A STOP SIGN, (THIS ROAD IS ALSO 0.16 KM (0.10 MI) NORTHWEST
 GP0632'OF MILEPOST 2), TAKE A VERY SHARP RIGHT TURN, SOUTHERLY AND UPHILL AND
 GP0632'GO 0.48 KM (0.30 MI) TO A TRACK ROAD ON THE SOUTH SIDE OF A CHAIN LINK
 GP0632'FENCE AROUND A 12.2 M (40.0 FT) HIGH TOWER WITH 7 MICROWAVE DISHES
 GP0632'ATTACHED.  TURN RIGHT, NORTHWEST ON THE TRACK ROAD FOR ABOUT 22.86 M
 GP0632'(75.00 FT) TO THE STATION ON THE LEFT.  THE STATION IS A US COAST AND
 GP0632'GEODETIC TRIANGULATION DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GP0632'10 CM ABOVE GROUND.  IT IS 30.03 M (98.52 FT) EAST OF THE WEST RIM OF
 GP0632'THE MESA, 29.29 M (96.10 FT) SOUTH OF THE SOUTHWEST CORNER POST OF THE
 GP0632'CHAIN LINK FENCE AROUND THE TOWER, 26.2 M (86.0 FT) WEST OF THE CENTER
 GP0632'OF THE DIRT ROAD, 2.7 M (8.9 FT) EAST OF THE CENTER OF THE TRACK ROAD
 GP0632'AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 GP0632
 GP0632                          STATION RECOVERY (1999)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GP0632'RECOVERED AS DESCRIBED.
 GP0632
 GP0632                          STATION RECOVERY (1999)
 GP0632
 GP0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GP0632'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5900 ***********************************************************************
 DJ5900  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5900  DESIGNATION -  COAV
 DJ5900  PID         -  DJ5900
 DJ5900  STATE/COUNTY-  AZ/MARICOPA
 DJ5900  USGS QUAD   -  TOLLESON (1982)
 DJ5900
 DJ5900                         *CURRENT SURVEY CONTROL
 DJ5900  ___________________________________________________________________
 DJ5900* NAD 83(2007)-  33 25 09.95956(N)    112 20 44.86777(W)     ADJUSTED  
 DJ5900* NAVD 88     -       296.76   (meters)     973.6    (feet)  GPS OBS   
 DJ5900  ___________________________________________________________________
 DJ5900  EPOCH DATE  -        2007.00
 DJ5900  X           -  -2,026,145.305 (meters)                     COMP
 DJ5900  Y           -  -4,929,027.050 (meters)                     COMP
 DJ5900  Z           -   3,493,026.056 (meters)                     COMP
 DJ5900  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DJ5900  ELLIP HEIGHT-         266.420 (meters)          (03/21/07) ADJUSTED
 DJ5900  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DJ5900  HORZ ORDER  -  FIRST
 DJ5900  ELLP ORDER  -  FOURTH    CLASS I
 DJ5900
 DJ5900.The horizontal coordinates were established by GPS observations
 DJ5900.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5900
 DJ5900.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5900.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5900.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5900.The epoch date for horizontal control is a decimal equivalence
 DJ5900.of Year/Month/Day.
 DJ5900
 DJ5900.The orthometric height was determined by GPS observations and a
 DJ5900.high-resolution geoid model.
 DJ5900.The orthometric height was determined by GPS observations and a
 DJ5900.high-resolution geoid model using precise GPS observation and
 DJ5900.processing techniques.
 DJ5900
 DJ5900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5900
 DJ5900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5900
 DJ5900.The ellipsoidal height was determined by GPS observations
 DJ5900.and is referenced to NAD 83.
 DJ5900
 DJ5900.The geoid height was determined by GEOID03.
 DJ5900
 DJ5900;                    North         East     Units Scale Factor Converg.
 DJ5900;SPC AZ C     -   268,347.786   173,451.098   MT  0.99991963   -0 14 10.9
 DJ5900;SPC AZ C     -   880,406.12    569,065.28   iFT  0.99991963   -0 14 10.9
 DJ5900;UTM  12      - 3,698,596.358   374,874.939   MT  0.99979302   -0 44 28.7
 DJ5900
 DJ5900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5900!SPC AZ C     -   0.99995818  x   0.99991963  =   0.99987781
 DJ5900!UTM  12      -   0.99995818  x   0.99979302  =   0.99975120
 DJ5900
 DJ5900                          SUPERSEDED SURVEY CONTROL
 DJ5900
 DJ5900.No superseded survey control is available for this station.
 DJ5900
 DJ5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7487598596(NAD 83)
 DJ5900_MARKER: Z = SEE DESCRIPTION
 DJ5900_SETTING: 0 = UNSPECIFIED SETTING
 DJ5900_MARK LOGO: EVANS 
 DJ5900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ5900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5900+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5900
 DJ5900  HISTORY     - Date     Condition        Report By
 DJ5900  HISTORY     - 20061101 MONUMENTED       EVANS
 DJ5900
 DJ5900                          STATION DESCRIPTION
 DJ5900
 DJ5900'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5900'BEGINNING AT THE INTERSECTION OF LITCHFIELD ROAD AND LOWER BUCKEYE
 DJ5900'ROAD. GO EAST 0.75 MILES ON LOWER BUCKEYE TO 4TH STREET.  TURN SOUTH
 DJ5900'INTO THE AVONDALE VEHICLE MAINTENANCE AND MUNICIPAL OPERATIONS
 DJ5900'FACILITY, A GATED ENTRANCE. CONTINUE 600 FEET SOUTH AND 250 FEET WEST
 DJ5900'TO THE MUNICIPAL OPERATIONS SERVICE CENTER BUILDING FRONT ENTRANCE
 DJ5900'LOCATED AT 399 EAST LOWER BUCKEYE ROAD, AVONDALE ARIZONA  85323.
 DJ5900'STATION IS MARKED BY A GPS ANTENNA MOUNTED ON A STEEL BRACKET BOLTED
 DJ5900'TO THE NORTH FACE OF A 12 INCH CMU PARAPET FIRE WALL CENTRALLY LOCATED
 DJ5900'IN AND PROTRUDING ABOUT 6 FEET ABOVE THE ROOF OF THE BUILDING.  ACCESS
 DJ5900'BY PERMISSION IS VIA A WALL MOUNTED LADDER AND ROOF HATCH INSIDE THE
 DJ5900'WATER RESOURCES MAINTENANCE WAREHOUSE. FOR MORE INFORMATION CONTACT
 DJ5900'LARI DON SPIRE, RLS, GIS MANAGER, CITY OF AVONDALE, PHONE
 DJ5900'623.478.3399.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1190 ***********************************************************************
 CY1190  DESIGNATION -  COCHISE
 CY1190  PID         -  CY1190
 CY1190  STATE/COUNTY-  AZ/COCHISE
 CY1190  USGS QUAD   -  COCHISE (1985)
 CY1190
 CY1190                         *CURRENT SURVEY CONTROL
 CY1190  ___________________________________________________________________
 CY1190* NAD 83(1992)-  32 06 58.34321(N)    109 57 25.76385(W)     ADJUSTED  
 CY1190* NAVD 88     -      1412.3    (meters)    4634.     (feet)  VERTCON   
 CY1190  ___________________________________________________________________
 CY1190  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CY1190  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY1190  HORZ ORDER  -  FIRST
 CY1190
 CY1190.The horizontal coordinates were established by classical geodetic methods
 CY1190.and adjusted by the National Geodetic Survey in August 1993.
 CY1190
 CY1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1190
 CY1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1190
 CY1190.The geoid height was determined by GEOID03.
 CY1190
 CY1190;                    North         East     Units Scale Factor Converg.
 CY1190;SPC AZ E     -   123,770.832   233,130.294   MT  0.99990482   +0 06 41.0
 CY1190;SPC AZ E     -   406,072.28    764,863.17   iFT  0.99990482   +0 06 41.0
 CY1190;UTM  12      - 3,553,792.433   598,380.073   MT  0.99971936   +0 33 16.1
 CY1190
 CY1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1190!SPC AZ E     -   0.99978256  x   0.99990482  =   0.99968740
 CY1190!UTM  12      -   0.99978256  x   0.99971936  =   0.99950198
 CY1190
 CY1190|---------------------------------------------------------------------|
 CY1190| PID    Reference Object                     Distance      Geod. Az  |
 CY1190|                                                           dddmmss.s |
 CY1190| CC7179 COCHISE RM 1                          7.252 METERS 03428     |
 CY1190| CF0325 PHOENIX EL PASO AWY BCN T 5         APPROX.63.5 KM 1022516.5 |
 CY1190| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX.36.5 KM 1090951.6 |
 CY1190| CC7180 COCHISE RM 2                         10.914 METERS 14952     |
 CY1190| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX. 9.7 KM 1562002.3 |
 CY1190| CZ1784 JOHNSON CAIRN                       APPROX.13.0 KM 2675750.1 |
 CY1190| CC7178 COCHISE AZ MK                                      3110104.2 |
 CY1190|---------------------------------------------------------------------|
 CY1190
 CY1190                          SUPERSEDED SURVEY CONTROL
 CY1190
 CY1190  NAD 83(1986)-  32 06 58.33608(N)    109 57 25.76147(W) AD(       ) 1
 CY1190  NAD 27      -  32 06 58.05300(N)    109 57 23.51500(W) AD(       ) 1
 CY1190  NGVD 29 (03/13/91) 1411.5    (m)         4631.     (f) VERT ANG    3  
 CY1190
 CY1190.Superseded values are not recommended for survey control.
 CY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1190.See file dsdata.txt to determine how the superseded data were derived.
 CY1190
 CY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9838053792(NAD 83)
 CY1190_MARKER: DS = TRIANGULATION STATION DISK
 CY1190_SETTING: 80 = SET IN A BOULDER
 CY1190_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CY1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1190+STABILITY: SURFACE MOTION
 CY1190
 CY1190  HISTORY     - Date     Condition        Report By
 CY1190  HISTORY     - 1935     MONUMENTED       CGS
 CY1190  HISTORY     - 1945     GOOD             CGS
 CY1190  HISTORY     - 1946     GOOD             CGS
 CY1190  HISTORY     - 1956     GOOD             USE
 CY1190  HISTORY     - 1960     GOOD             CGS
 CY1190  HISTORY     - 1972     GOOD             AZHD
 CY1190  HISTORY     - 1982     GOOD             AZDT
 CY1190
 CY1190                          STATION DESCRIPTION
 CY1190
 CY1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1190'STATION IS LOCATED ON A LOW HILL COMPRISING THE SE EXTREMITY
 CY1190'OF THE RANGE OF HILLS 2 MILES DUE W OF COCHISE.
 CY1190'
 CY1190'REACHED FROM COCHISE AS FOLLOWS--FROM SIGN READING BENSON
 CY1190'30, WILLCOX 11, GO SW AS PER BENSON FOR 0.6 MILE, CROSS
 CY1190'RAILROAD TRACKS, CONTINUE ON MAIN ROAD 0.5 MILE, TURN W AS
 CY1190'PER SIGN NUTTALL RANCH, GO 1.5 MILES TO RANCH HOUSE, CONTINUE
 CY1190'STRAIGHT AHEAD FOR 0.10 MILE, TURN RIGHT (N) OFF ROAD AND GO
 CY1190'ACROSS COUNTY 1.1 MILES TO END OF TRUCK TRAVEL, THENCE N UP
 CY1190'HILL TO STATION.
 CY1190'
 CY1190'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CY1190'HOLES IN OUTCROPPING BEDROCK.
 CY1190
 CY1190                          STATION RECOVERY (1945)
 CY1190
 CY1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1190'STATION IS ON A LOW HILL WHICH FORMS THE S EXTREMITY OF A
 CY1190'RANGE OF HILLS LOCATED 2 MILES W OF COCHISE.  ALL MARKS WERE
 CY1190'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO CHANGES
 CY1190'SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN, THE FOLLOWING
 CY1190'DIRECTIONS FOR REACHING THE STATION SHOULD SUPERSEDE THE
 CY1190'ORIGINAL DIRECTIONS.  NOTE ALSO THAT THE HORIZONTAL MEASURED
 CY1190'DISTANCES TO THE REFERENCE MARKS, AS GIVEN BELOW, DO NOT
 CY1190'CHECK WITH THE ORIGINAL MEASUREMENTS.
 CY1190'
 CY1190'TO REACH THE STATION FROM THE RAILROAD STATION IN COCHISE
 CY1190'AT THE SIGN WILLCOX 12 SAFFORD 67 LORDSBURG 89, GO SW 0.5
 CY1190'MILE TO A FORK, KEEP RIGHT FORK FOR 0.15 MILE TO THE RAILROAD
 CY1190'TRACKS, CROSS TRACKS AND GO 0.5 MILE TO A SIDE ROAD RIGHT.
 CY1190'HERE LEAVE THE MAIN ROAD AND TURN RIGHT ACROSS A CATTLE GUARD
 CY1190'AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.65 MILES TO A FORK,
 CY1190'KEEP LEFT (RIGHT FORK GOES TO RANCH HOUSE) AND GO 0.15 MILE
 CY1190'TO CATTLE GUARD, CROSS CATTLE GUARD AND TURN RIGHT ON A
 CY1190'TRACK ROAD.  CONTINUE FOR 1/4 MILE THEN TURN RIGHT (NE) CROSS
 CY1190'COUNTRY TOWARDS THE BASE OF THE MOST S OF TWO HILLS WHICH
 CY1190'ARE ABOUT 1-1/4 MILES NE.  AT THE END OF TRUCK TRAVEL PACK
 CY1190'NE FOR ABOUT 1/4 HOUR TO THE HIGHEST POINT AND THE
 CY1190'STATION.
 CY1190'
 CY1190'STATION MARK IS A BRONZE STATION DISK STAMPED COCHISE 1935
 CY1190'AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1190'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 23 FEET NNW OF THE
 CY1190'HIGHEST POINT OF THE HILL.
 CY1190'
 CY1190'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED COCHISE
 CY1190'NO 1 1935 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1190'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS NE OF
 CY1190'THE STATION AND ABOUT 2-1/2 FEET LOWER.
 CY1190'
 CY1190'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED COCHISE
 CY1190'NO 2 1935 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1190'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  IT IS SSE OF
 CY1190'THE STATION AND ABOUT 2 FEET HIGHER.
 CY1190'
 CY1190'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED COCHISE 1945
 CY1190'AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CY1190'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS NW OF THE
 CY1190'STATION ON TOP OF A RIDGE AND ABOUT 9 FEET NW OF A 4- BY 4-INCH
 CY1190'WHITE WITNESS POST.
 CY1190
 CY1190                          STATION RECOVERY (1946)
 CY1190
 CY1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1190'THE STATION IS ON A LOW HILL WHICH FORMS THE S EXTREMITY OF A
 CY1190'RANGE OF HILLS LOCATED 2 MILES W OF COCHISE.  ALL MARKS WERE
 CY1190'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A BETTER ROUTE
 CY1190'TO STATION WAS DISCOVERED AND THE FOLLOWING DIRECTIONS SHOULD
 CY1190'SUPERSEDE THOSE OF THE 1945 RECOVERY NOTE.
 CY1190'
 CY1190'TO REACH FROM THE RAILROAD STATION IN COCHISE AT THE SIGN
 CY1190'WILLCOX 12 SAFFORD 67 LORDSBURG 89, GO SW 0.5 MILE TO A FORK.
 CY1190'TAKE RIGHT FORK, STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR
 CY1190'0.15 MILE TO WHERE ROAD CROSSES RAILROAD TRACKS.  CROSS
 CY1190'TRACKS AND CONTINUE 0.5 MILE TO A SIDE ROAD RIGHT.  TURN
 CY1190'RIGHT, CROSSING CATTLE GUARD AND GO 0.6 MILE TO GATE IN
 CY1190'FENCE LINE ON RIGHT, THE ONLY GATE ALONG THIS SECTION.  LEAVE
 CY1190'ROAD, PASSING THROUGH GATE AND GOING CROSS COUNTRY NNW TOWARD
 CY1190'WINDMILL (THE STATION CAN BE SEEN AS THE NEAREST PROMINENT
 CY1190'HILL IN LINE WITH WINDMILL) FOR 0.6 MILE TO A GATE.  PASS
 CY1190'THROUGH AND BEAR TO THE LEFT KEEPING CLEAR OF EXTREMELY
 CY1190'ROUGH GROUND NEAR WINDMILL, GO 0.6 MILE ALONG FENCE LINE TO
 CY1190'DEEP DITCH AND END OF TRUCK TRAVEL.  CROSS FENCE AND PACK
 CY1190'TOWARD AND UP NEAREST PROMINENT HILL TO TOP AND STATION
 CY1190'SITE.  A PACK OF 15 MINUTES.
 CY1190
 CY1190                          STATION RECOVERY (1956)
 CY1190
 CY1190'RECOVERY NOTE BY US ENGINEERS 1956
 CY1190'STATION RECOVERED AS DESCRIBED.
 CY1190
 CY1190                          STATION RECOVERY (1960)
 CY1190
 CY1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1190'STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1945 AND
 CY1190'ALL MARKS WERE FOUND IN GOOD CONDITION.
 CY1190'
 CY1190'DUE TO SOME CHANGES OF LOCAL LANDMARKS A NEW DESCRIPTION
 CY1190'TO REACH THE STATION FOLLOWS.
 CY1190'
 CY1190'REACHED FROM THE RAILROAD DEPOT IN COCHISE BY GOING NORTH,
 CY1190'CROSSING RAILROAD TRACKS, FOR 0.2 MILE TO FORKS JUST AFTER
 CY1190'CROSSING CATTLE GUARD, TAKE RIGHT FORK, NORTH AND WEST FOR
 CY1190'1.1 MILES TO A WIRE GATE JUST NORTH OF A RANCH HOUSE, PASS
 CY1190'THROUGH GATE AND FOLLOW TRACK ROAD WESTERLY FOR 0.4 MILE TO
 CY1190'A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD,
 CY1190'WEST, FOR 0.5 MILE, AT THIS POINT LEAVE TRACK ROAD AND PICK
 CY1190'WAY ACROSS COUNTRY, SOUTHERLY, FOR 0.2 MILE TO AN EAST-WEST
 CY1190'FENCE AND END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL
 CY1190'PACK SOUTHWESTERLY TO HIGHEST POINT OF HILL AND STATION.
 CY1190'ABOUT 20 MINUTES PACKING TIME.
 CY1190
 CY1190                          STATION RECOVERY (1972)
 CY1190
 CY1190'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1190'A.  GENERAL LOCATION SAME AS GIVEN
 CY1190'
 CY1190'B.  TO REACH STATION FROM COCHISE, CROSS RAILROAD TRACKS AND
 CY1190'CONTINUE 0.5 MILE TO FORK.  TURN WEST AT SIGN HUSBAND RANCH
 CY1190'CONTINUE 1.7 MILE TO CATTLE GUARD.  TURN RIGHT THRU CORRAL
 CY1190'TO GATE.  CONTINUE 1.0 MILE NE TO OLD WINDMILL.  FOLLOW FIRE
 CY1190'BREAK NEXT TO FENCE FOR 0.4 MILE AND THEN 200 YARDS TO BASE
 CY1190'OF HILL.  APPROX 10 MIN PACK TO STATION.
 CY1190'
 CY1190'D.  REFERENCE MARKS GOOD
 CY1190
 CY1190                          STATION RECOVERY (1982)
 CY1190
 CY1190'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY1190'GENERAL LOCATION IS ABOUT 12 MILES SOUTHEAST OF WILLCOX AND 2 MILES
 CY1190'WEST OF COCHISE, ARIZONA.
 CY1190'
 CY1190'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 CY1190'CONDITION AS DESCRIBED IN 1972.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1192 ***********************************************************************
 CY1192  DESIGNATION -  COCHISE ARIZ ELEC PWR CORP TK
 CY1192  PID         -  CY1192
 CY1192  STATE/COUNTY-  AZ/COCHISE
 CY1192  USGS QUAD   -  COCHISE (1985)
 CY1192
 CY1192                         *CURRENT SURVEY CONTROL
 CY1192  ___________________________________________________________________
 CY1192* NAD 83(1992)-  32 03 41.04724(N)    109 53 38.91215(W)     ADJUSTED  
 CY1192* NAVD 88     -              **(meters)            **(feet)            
 CY1192  ___________________________________________________________________
 CY1192  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CY1192  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY1192  HORZ ORDER  -  THIRD
 CY1192
 CY1192.The horizontal coordinates were established by classical geodetic methods
 CY1192.and adjusted by the National Geodetic Survey in August 1993.
 CY1192
 CY1192
 CY1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1192
 CY1192.The geoid height was determined by GEOID03.
 CY1192
 CY1192;                    North         East     Units Scale Factor Converg.
 CY1192;SPC AZ E     -   117,707.533   239,091.980   MT  0.99990816   +0 08 40.8
 CY1192;SPC AZ E     -   386,179.57    784,422.51   iFT  0.99990816   +0 08 40.8
 CY1192;UTM  12      - 3,547,776.463   604,387.354   MT  0.99973438   +0 35 13.5
 CY1192
 CY1192                          SUPERSEDED SURVEY CONTROL
 CY1192
 CY1192  NAD 83(1986)-  32 03 41.04107(N)    109 53 38.90728(W) AD(       ) 4
 CY1192  NAD 27      -  32 03 40.75105(N)    109 53 36.67037(W) AD(       ) 3
 CY1192
 CY1192.Superseded values are not recommended for survey control.
 CY1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1192.See file dsdata.txt to determine how the superseded data were derived.
 CY1192
 CY1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0438747776(NAD 83)
 CY1192_MARKER: 53 = ELEVATED TANK
 CY1192
 CY1192  HISTORY     - Date     Condition        Report By
 CY1192  HISTORY     - 1970     FIRST OBSERVED   NGS
 CY1192
 CY1192                          STATION DESCRIPTION
 CY1192
 CY1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1192'THE STATION IS THE RED LIGHT ATOP THE COCHISE, ARIZONA ELECTRIC POWER
 CY1192'CORPORATION, APACHE STATION, WATER TANK THAT IS LOCATED ABOUT 4
 CY1192'MILES SOUTH-SOUTHEAST OF COCHISE AND ON THE SOUTHWEST SIDE OF U. S.
 CY1192'HIGHWAY 666.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED BY FOUR
 CY1192'TUBULAR STEEL LEGS AND PAINTED WHITE IN COLOR.  IT IS 150 FEET
 CY1192'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1189 ***********************************************************************
 CY1189  DESIGNATION -  COCHISE CEN RAD DIRECTIONAL TR
 CY1189  PID         -  CY1189
 CY1189  STATE/COUNTY-  AZ/COCHISE
 CY1189  USGS QUAD   -  COCHISE (1985)
 CY1189
 CY1189                         *CURRENT SURVEY CONTROL
 CY1189  ___________________________________________________________________
 CY1189* NAD 83(1992)-  32 01 50.33386(N)    109 52 44.09485(W)     ADJUSTED  
 CY1189* NAVD 88     -              **(meters)            **(feet)            
 CY1189  ___________________________________________________________________
 CY1189  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CY1189  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY1189  HORZ ORDER  -  THIRD
 CY1189
 CY1189.The horizontal coordinates were established by classical geodetic methods
 CY1189.and adjusted by the National Geodetic Survey in August 1993.
 CY1189
 CY1189
 CY1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1189
 CY1189.The geoid height was determined by GEOID03.
 CY1189
 CY1189;                    North         East     Units Scale Factor Converg.
 CY1189;SPC AZ E     -   114,301.380   240,538.820   MT  0.99990911   +0 09 09.4
 CY1189;SPC AZ E     -   375,004.53    789,169.36   iFT  0.99990911   +0 09 09.4
 CY1189;UTM  12      - 3,544,382.164   605,860.186   MT  0.99973820   +0 35 40.7
 CY1189
 CY1189                          SUPERSEDED SURVEY CONTROL
 CY1189
 CY1189  NAD 83(1986)-  32 01 50.32584(N)    109 52 44.09379(W) AD(       ) 4
 CY1189  NAD 27      -  32 01 50.03000(N)    109 52 41.86000(W) AD(       ) 3
 CY1189
 CY1189.Superseded values are not recommended for survey control.
 CY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1189.See file dsdata.txt to determine how the superseded data were derived.
 CY1189
 CY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0586044382(NAD 83)
 CY1189_MARKER: 43 = RADIO/TV TOWER
 CY1189
 CY1189  HISTORY     - Date     Condition        Report By
 CY1189  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1189
 CY1189                          STATION DESCRIPTION
 CY1189
 CY1189'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3830 ***********************************************************************
 DH3830  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3830  DESIGNATION -  COCHISE COUNTY 2 CORS ARP
 DH3830  CORS_ID     -  AZCO
 DH3830  PID         -  DH3830
 DH3830  STATE/COUNTY-  AZ/COCHISE
 DH3830  USGS QUAD   -  BISBEE (1978)
 DH3830
 DH3830                         *CURRENT SURVEY CONTROL
 DH3830  ___________________________________________________________________
 DH3830* NAD 83(CORS)-  31 23 27.77105(N)    109 55 44.85303(W)     ADJUSTED  
 DH3830* NAVD 88     -              **(meters)            **(feet)            
 DH3830  ___________________________________________________________________
 DH3830  EPOCH DATE  -        2002.00
 DH3830  X           -  -1,857,943.519 (meters)                     COMP
 DH3830  Y           -  -5,124,371.793 (meters)                     COMP
 DH3830  Z           -   3,303,748.700 (meters)                     COMP
 DH3830  ELLIP HEIGHT-        1474.173 (meters)          (06/??/05) ADJUSTED
 DH3830  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DH3830  HORZ ORDER  -  SPECIAL (CORS)
 DH3830  ELLP ORDER  -  SPECIAL (CORS)
 DH3830
 DH3830.ITRF positions are available for this station.
 DH3830.The coordinates were established by GPS observations
 DH3830.and adjusted by the National Geodetic Survey in June 2005.
 DH3830.The coordinates are valid at the epoch date displayed above.
 DH3830.The epoch date for horizontal control is a decimal equivalence
 DH3830.of Year/Month/Day.
 DH3830
 DH3830
 DH3830.The PID for the CORS L1 Phase Center is DH3831.
 DH3830
 DH3830.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3830
 DH3830.The ellipsoidal height was determined by GPS observations
 DH3830.and is referenced to NAD 83.
 DH3830
 DH3830.The geoid height was determined by GEOID03.
 DH3830
 DH3830;                    North         East     Units Scale Factor Converg.
 DH3830;SPC AZ E     -    43,376.602   235,950.828   MT  0.99990629   +0 07 25.4
 DH3830;SPC AZ E     -   142,311.69    774,116.89   iFT  0.99990629   +0 07 25.4
 DH3830
 DH3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3830!SPC AZ E     -   0.99976857  x   0.99990629  =   0.99967488
 DH3830
 DH3830                          SUPERSEDED SURVEY CONTROL
 DH3830
 DH3830.No superseded survey control is available for this station.
 DH3830
 DH3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0181573437(NAD 83)
 DH3830_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3830
 DH3830                          STATION DESCRIPTION
 DH3830
 DH3830'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3830'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3830'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3830'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3830'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3830'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3831 ***********************************************************************
 DH3831  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3831  DESIGNATION -  COCHISE COUNTY 2 CORS L1 PHASE CENTER
 DH3831  CORS_ID     -  AZCO
 DH3831  PID         -  DH3831
 DH3831  STATE/COUNTY-  AZ/COCHISE
 DH3831  USGS QUAD   -  BISBEE (1978)
 DH3831
 DH3831                         *CURRENT SURVEY CONTROL
 DH3831  ___________________________________________________________________
 DH3831* NAD 83(CORS)-  31 23 27.77106(N)    109 55 44.85303(W)     ADJUSTED  
 DH3831* NAVD 88     -              **(meters)            **(feet)            
 DH3831  ___________________________________________________________________
 DH3831  EPOCH DATE  -        2002.00
 DH3831  X           -  -1,857,943.542 (meters)                     COMP
 DH3831  Y           -  -5,124,371.857 (meters)                     COMP
 DH3831  Z           -   3,303,748.742 (meters)                     COMP
 DH3831  ELLIP HEIGHT-        1474.253 (meters)          (06/??/05) ADJUSTED
 DH3831  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DH3831  HORZ ORDER  -  SPECIAL (CORS)
 DH3831  ELLP ORDER  -  SPECIAL (CORS)
 DH3831
 DH3831.ITRF positions are available for this station.
 DH3831.The coordinates were established by GPS observations
 DH3831.and adjusted by the National Geodetic Survey in June 2005.
 DH3831.The coordinates are valid at the epoch date displayed above.
 DH3831.The epoch date for horizontal control is a decimal equivalence
 DH3831.of Year/Month/Day.
 DH3831
 DH3831
 DH3831.The PID for the CORS ARP is DH3830.
 DH3831
 DH3831.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3831
 DH3831.The ellipsoidal height was determined by GPS observations
 DH3831.and is referenced to NAD 83.
 DH3831
 DH3831.The geoid height was determined by GEOID03.
 DH3831
 DH3831;                    North         East     Units Scale Factor Converg.
 DH3831;SPC AZ E     -    43,376.603   235,950.828   MT  0.99990629   +0 07 25.4
 DH3831;SPC AZ E     -   142,311.69    774,116.89   iFT  0.99990629   +0 07 25.4
 DH3831
 DH3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3831!SPC AZ E     -   0.99976855  x   0.99990629  =   0.99967487
 DH3831
 DH3831                          SUPERSEDED SURVEY CONTROL
 DH3831
 DH3831.No superseded survey control is available for this station.
 DH3831
 DH3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0181573437(NAD 83)
 DH3831_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3831
 DH3831                          STATION DESCRIPTION
 DH3831
 DH3831'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3831'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3831'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3831'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3831'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3831'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG4259 ***********************************************************************
 DG4259  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4259  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4259  DESIGNATION -  COCHISE COUNTY CORS ARP
 DG4259  CORS_ID     -  AZCC
 DG4259  PID         -  DG4259
 DG4259  STATE/COUNTY-  AZ/COCHISE
 DG4259  USGS QUAD   -  BISBEE (1978)
 DG4259
 DG4259                         *CURRENT SURVEY CONTROL
 DG4259  ___________________________________________________________________
 DG4259* NAD 83(CORS)-  31 23 24.45220(N)    109 55 30.25112(W)     ADJUSTED  
 DG4259* NAVD 88     -      1501.66   (meters)    4926.7    (feet)  GPS OBS   
 DG4259  ___________________________________________________________________
 DG4259  EPOCH DATE  -        2002.00
 DG4259  X           -  -1,857,598.882 (meters)                     COMP
 DG4259  Y           -  -5,124,553.330 (meters)                     COMP
 DG4259  Z           -   3,303,661.395 (meters)                     COMP
 DG4259  ELLIP HEIGHT-        1474.118 (meters)          (02/??/04) ADJUSTED
 DG4259  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DG4259  HORZ ORDER  -  SPECIAL (CORS)
 DG4259  ELLP ORDER  -  SPECIAL (CORS)
 DG4259
 DG4259.ITRF positions are available for this station.
 DG4259.The coordinates were established by GPS observations
 DG4259.and adjusted by the National Geodetic Survey in February 2004.
 DG4259.The coordinates are valid at the epoch date displayed above.
 DG4259.The epoch date for horizontal control is a decimal equivalence
 DG4259.of Year/Month/Day.
 DG4259
 DG4259.The orthometric height was determined by GPS observations and a
 DG4259.high-resolution geoid model.
 DG4259.The orthometric height was determined by GPS observations and a
 DG4259.high-resolution geoid model using precise GPS observation and
 DG4259.processing techniques.
 DG4259
 DG4259.The PID for the CORS L1 Phase Center is DG4260.
 DG4259
 DG4259.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4259
 DG4259.The ellipsoidal height was determined by GPS observations
 DG4259.and is referenced to NAD 83.
 DG4259
 DG4259.The geoid height was determined by GEOID03.
 DG4259
 DG4259;                    North         East     Units Scale Factor Converg.
 DG4259;SPC AZ E     -    43,275.235   236,336.800   MT  0.99990651   +0 07 33.0
 DG4259;SPC AZ E     -   141,979.12    775,383.20   iFT  0.99990651   +0 07 33.0
 DG4259
 DG4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4259!SPC AZ E     -   0.99976858  x   0.99990651  =   0.99967511
 DG4259
 DG4259                          SUPERSEDED SURVEY CONTROL
 DG4259
 DG4259.No superseded survey control is available for this station.
 DG4259
 DG4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0220273338(NAD 83)
 DG4259_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4259
 DG4259                          STATION DESCRIPTION
 DG4259
 DG4259'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG4259'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4259'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4259'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4259'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4259'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG4260 ***********************************************************************
 DG4260  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4260  DESIGNATION -  COCHISE COUNTY CORS L1 PHASE CENTER
 DG4260  CORS_ID     -  AZCC
 DG4260  PID         -  DG4260
 DG4260  STATE/COUNTY-  AZ/COCHISE
 DG4260  USGS QUAD   -  BISBEE (1978)
 DG4260
 DG4260                         *CURRENT SURVEY CONTROL
 DG4260  ___________________________________________________________________
 DG4260* NAD 83(CORS)-  31 23 24.45222(N)    109 55 30.25112(W)     ADJUSTED  
 DG4260* NAVD 88     -              **(meters)            **(feet)            
 DG4260  ___________________________________________________________________
 DG4260  EPOCH DATE  -        2002.00
 DG4260  X           -  -1,857,598.898 (meters)                     COMP
 DG4260  Y           -  -5,124,553.373 (meters)                     COMP
 DG4260  Z           -   3,303,661.423 (meters)                     COMP
 DG4260  ELLIP HEIGHT-        1474.172 (meters)          (02/??/04) ADJUSTED
 DG4260  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DG4260  HORZ ORDER  -  SPECIAL (CORS)
 DG4260  ELLP ORDER  -  SPECIAL (CORS)
 DG4260
 DG4260.ITRF positions are available for this station.
 DG4260.The coordinates were established by GPS observations
 DG4260.and adjusted by the National Geodetic Survey in February 2004.
 DG4260.The coordinates are valid at the epoch date displayed above.
 DG4260.The epoch date for horizontal control is a decimal equivalence
 DG4260.of Year/Month/Day.
 DG4260
 DG4260
 DG4260.The PID for the CORS ARP is DG4259.
 DG4260
 DG4260.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4260
 DG4260.The ellipsoidal height was determined by GPS observations
 DG4260.and is referenced to NAD 83.
 DG4260
 DG4260.The geoid height was determined by GEOID03.
 DG4260
 DG4260;                    North         East     Units Scale Factor Converg.
 DG4260;SPC AZ E     -    43,275.236   236,336.800   MT  0.99990651   +0 07 33.0
 DG4260;SPC AZ E     -   141,979.12    775,383.20   iFT  0.99990651   +0 07 33.0
 DG4260
 DG4260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4260!SPC AZ E     -   0.99976857  x   0.99990651  =   0.99967510
 DG4260
 DG4260                          SUPERSEDED SURVEY CONTROL
 DG4260
 DG4260.No superseded survey control is available for this station.
 DG4260
 DG4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0220273338(NAD 83)
 DG4260_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4260
 DG4260                          STATION DESCRIPTION
 DG4260
 DG4260'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4260'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4260'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4260'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4260'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4260'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0692 ***********************************************************************
 FQ0692  DESIGNATION -  COCO
 FQ0692  PID         -  FQ0692
 FQ0692  STATE/COUNTY-  AZ/COCONINO
 FQ0692  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0692
 FQ0692                         *CURRENT SURVEY CONTROL
 FQ0692  ___________________________________________________________________
 FQ0692* NAD 83(1992)-  35 54 43.51469(N)    111 41 26.35363(W)     ADJUSTED  
 FQ0692* NAVD 88     -      2169.     (meters)    7116.     (feet)  SCALED    
 FQ0692  ___________________________________________________________________
 FQ0692  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 FQ0692  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0692  HORZ ORDER  -  FIRST
 FQ0692
 FQ0692.The horizontal coordinates were established by classical geodetic methods
 FQ0692.and adjusted by the National Geodetic Survey in August 1993.
 FQ0692
 FQ0692.The orthometric height was scaled from a topographic map.
 FQ0692
 FQ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0692
 FQ0692.The geoid height was determined by GEOID03.
 FQ0692
 FQ0692;                    North         East     Units Scale Factor Converg.
 FQ0692;SPC AZ C     -   544,782.843   233,758.725   MT  0.99990513   +0 07 57.2
 FQ0692;SPC AZ C     - 1,787,345.29    766,924.95   iFT  0.99990513   +0 07 57.2
 FQ0692;UTM  12      - 3,974,418.038   437,683.528   MT  0.99964785   -0 24 18.4
 FQ0692
 FQ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0692!SPC AZ C     -   0.99966333  x   0.99990513  =   0.99956850
 FQ0692!UTM  12      -   0.99966333  x   0.99964785  =   0.99931130
 FQ0692
 FQ0692:                Primary Azimuth Mark                     Grid Az
 FQ0692:SPC AZ C     -  COCONINO                                 035 04 03.6
 FQ0692:UTM  12      -  COCONINO                                 035 36 19.2
 FQ0692
 FQ0692|---------------------------------------------------------------------|
 FQ0692| PID    Reference Object                     Distance      Geod. Az  |
 FQ0692|                                                           dddmmss.s |
 FQ0692| FQ0691 COCONINO                            APPROX. 2.2 KM 0351200.8 |
 FQ0692| CH2937 COCO RM 2                             6.243 METERS 10551     |
 FQ0692| FQ0712 GRANDVIEW LOOKOUT TOWER             APPROX.24.4 KM 2820157.6 |
 FQ0692| CH2936 COCO RM 1                             6.820 METERS 35210     |
 FQ0692|---------------------------------------------------------------------|
 FQ0692
 FQ0692                          SUPERSEDED SURVEY CONTROL
 FQ0692
 FQ0692  NAD 83(1986)-  35 54 43.51675(N)    111 41 26.35130(W) AD(       ) 1
 FQ0692  NAD 27      -  35 54 43.55232(N)    111 41 23.80590(W) AD(       ) 1
 FQ0692
 FQ0692.Superseded values are not recommended for survey control.
 FQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0692.See file dsdata.txt to determine how the superseded data were derived.
 FQ0692
 FQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3768474418(NAD 83)
 FQ0692_MARKER: DS = TRIANGULATION STATION DISK
 FQ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0692
 FQ0692  HISTORY     - Date     Condition        Report By
 FQ0692  HISTORY     - 1936     MONUMENTED       CGS
 FQ0692  HISTORY     - 1955     GOOD             CGS
 FQ0692  HISTORY     - 1967     GOOD             CGS
 FQ0692
 FQ0692                          STATION DESCRIPTION
 FQ0692
 FQ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0692'THE STATION IS 16 MILES WEST AND 2 MILES NORTH OF CAMERON,
 FQ0692'ARIZ., A SMALL VILLAGE THAT IS 50 MILES NORTH OF FLAGSTAFF.
 FQ0692'IT IS LOCATED ON COCONINO RIDGE, 150 YARDS WEST OF THE NEW
 FQ0692'GRAY MOUNTAIN TRUCK TRAIL, AND 100 YARDS NORTH OF A WELL-TRAVELED
 FQ0692'ROAD WHICH RUNS SOUTHWESTERLY FROM THE HIGHEST SUMMIT OF THE
 FQ0692'TRUCK TRAIL.  THE STATION IS ON A ROCKY POINT COVERED WITH
 FQ0692'SCRUB TREES.  THE POINT DROPS OFF ABOUT 20 FEET IN ELEVATION
 FQ0692'A FEW YARDS EAST OF THE STATION.
 FQ0692'
 FQ0692'TO REACH THE STATION FROM CAMERON, GO SOUTH 1.5 MILES ON
 FQ0692'U.S. HIGHWAY 89 (TOWARDS FLAGSTAFF) TO ITS INTERSECTION WITH
 FQ0692'STATE HIGHWAY 64, WHICH GOES SOUTHWEST TO DESERT VIEW.  FROM
 FQ0692'HERE TAKE STATE HIGHWAY 64 SOUTHWEST FOR 18.8 MILES TO A
 FQ0692'T-ROAD LEFT, WHICH IS THE GRAY MOUNTAIN TRUCK TRAIL (THIS
 FQ0692'TRAIL IS 0.3 MILE WEST OF A GROUP OF BUILDINGS ON THE NORTH
 FQ0692'SIDE OF HIGHWAY 64).  HERE TURN LEFT ONTO THE TRUCK TRAIL
 FQ0692'AND FOLLOW IT UP THE HILL FOR 1.2 MILES.  HERE TAKE RIGHT
 FQ0692'FORK AND CONTINUE UP THE NEW ROAD FOR 1.15 MILES TO THE
 FQ0692'SUMMIT OF THE MT.  HERE A WELL-TRAVELED ROAD TURNS OFF TO THE
 FQ0692'RIGHT.  LEAVE THE MAIN ROAD HERE AND TURN RIGHT AND FOLLOW
 FQ0692'THIS ROAD FOR 0.05 MILE.  HERE LEAVE THE ROAD AND TURN
 FQ0692'RIGHT AND GO 100 YARDS NORTHWEST THROUGH THE TREES TO
 FQ0692'THE STATION AT THE HIGHEST POINT OF THE HILL.
 FQ0692'
 FQ0692'REFERENCE MARK NO. 1, IS 6.820 METERS NORTH-NORTHWEST
 FQ0692'OF THE STATION, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FQ0692'THE MARK IS STAMPED COCO NO. 1 1936.
 FQ0692'
 FQ0692'REFERENCE MARK NO. 2, IS 6.243 METERS EAST-SOUTHEAST
 FQ0692'OF THE STATION, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FQ0692'BEDROCK.  THE MARK IS STAMPED COCO NO. 2 1936.
 FQ0692'
 FQ0692'STATION COCONINO WAS USED FOR THE AZIMUTH MARK.  SEE DESCRIPTION
 FQ0692'OF COCONINO.
 FQ0692'
 FQ0692'A 4-FOOT STAND SAW ALL STATIONS.
 FQ0692
 FQ0692                          STATION RECOVERY (1955)
 FQ0692
 FQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0692'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FQ0692'THE DIRECTIONS FOR REACHING THE STATION HAVE BECOME OBSOLETE.
 FQ0692'NEW DIRECTIONS FOLLOW--
 FQ0692'
 FQ0692'TO REACH THE STATION FROM CAMERON, GO S FOR 1.5 MI. ON U.S.
 FQ0692'HIGHWAY 89 TO ITS JUNCTION WITH STATE ROUTE 64.  GO W FOR 18.0
 FQ0692'MI. ON STATE ROUTE 64 TO GRAY MOUNTAIN TRUCK TRAIL, TURN S
 FQ0692'FOR 1.15 MI., TAKE THE LEFT FORK FOR 0.3 MI. TO A REVERSE
 FQ0692'Y-ROAD, GO LEFT ON THE MAIN ROAD FOR 0.5 MI. TO A DIM TRACK
 FQ0692'ROAD TO THE RIGHT.  TAKE THE LEFT FORK FOR 0.3 MI. TO A FORK,
 FQ0692'AND TAKE THE RIGHT FORK FOR 0.15 MI.  THE STATION IS ON TOP
 FQ0692'OF THE ROCKY WOODED KNOLL 100 YD. N OF THIS POINT.
 FQ0692
 FQ0692                          STATION RECOVERY (1967)
 FQ0692
 FQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FQ0692'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FQ0692'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION,
 FQ0692'EVEN AS OLD AS IT IS, IS STILL VERY ADEQUATE.
 FQ0692'
 FQ0692'THE TOP OF THE MOUNTAIN IS NOW BEING CLEARED OFF BY BULLDOZERS,
 FQ0692'SO FROM THE SUMMIT TO THE STATION IS SUBJECT TO CHANGE.
 FQ0692'FROM THE SUMMIT GO SOUTHERLY TOWARDS THE HIGHEST PART OF THE
 FQ0692'RIDGE, WHICH IS ABOUT 1.1 MILES, TO A LOW ROCKY KNOLL AND THE
 FQ0692'STATION.  ALL ROADS ARE SUBJECT TO CHANGE SO THIS IS THE BEST
 FQ0692'WAY TO GIVE DIRECTION TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0848 ***********************************************************************
 ES0848  DESIGNATION -  COCO
 ES0848  PID         -  ES0848
 ES0848  STATE/COUNTY-  AZ/COCONINO
 ES0848  USGS QUAD   -  QUAYLE HILL (1971)
 ES0848
 ES0848                         *CURRENT SURVEY CONTROL
 ES0848  ___________________________________________________________________
 ES0848* NAD 83(1992)-  34 40 27.57401(N)    111 06 39.73504(W)     ADJUSTED  
 ES0848* NAVD 88     -      2042.4    (meters)    6701.     (feet)  VERTCON   
 ES0848  ___________________________________________________________________
 ES0848  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 ES0848  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0848  HORZ ORDER  -  SECOND
 ES0848
 ES0848.The horizontal coordinates were established by classical geodetic methods
 ES0848.and adjusted by the National Geodetic Survey in August 1993.
 ES0848
 ES0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0848
 ES0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0848
 ES0848.The geoid height was determined by GEOID03.
 ES0848
 ES0848;                    North         East     Units Scale Factor Converg.
 ES0848;SPC AZ C     -   407,743.652   287,188.093   MT  0.99996716   +0 27 30.1
 ES0848;SPC AZ C     - 1,337,741.64    942,218.15   iFT  0.99996716   +0 27 30.1
 ES0848;UTM  12      - 3,836,933.646   489,827.660   MT  0.99960128   -0 03 47.4
 ES0848
 ES0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0848!SPC AZ C     -   0.99968319  x   0.99996716  =   0.99965036
 ES0848!UTM  12      -   0.99968319  x   0.99960128  =   0.99928460
 ES0848
 ES0848:                Primary Azimuth Mark                     Grid Az
 ES0848:SPC AZ C     -  PIEPER                                   144 20 14.7
 ES0848:UTM  12      -  PIEPER                                   144 51 32.2
 ES0848
 ES0848|---------------------------------------------------------------------|
 ES0848| PID    Reference Object                     Distance      Geod. Az  |
 ES0848|                                                           dddmmss.s |
 ES0848| ES0872 PIEPER                              427.877 METERS 1444744.8 |
 ES0848| ES0850 DOGIE                               464.342 METERS 3445821.5 |
 ES0848|---------------------------------------------------------------------|
 ES0848
 ES0848                          SUPERSEDED SURVEY CONTROL
 ES0848
 ES0848  NAD 83(1986)-  34 40 27.56758(N)    111 06 39.73891(W) AD(       ) 2
 ES0848  NGVD 29 (07/10/87) 2041.5    (m)         6698.     (f) VERT ANG    3  
 ES0848
 ES0848.Superseded values are not recommended for survey control.
 ES0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0848.See file dsdata.txt to determine how the superseded data were derived.
 ES0848
 ES0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8982836934(NAD 83)
 ES0848_MARKER: DS = TRIANGULATION STATION DISK
 ES0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0848+STABILITY: SURFACE MOTION
 ES0848
 ES0848  HISTORY     - Date     Condition        Report By
 ES0848  HISTORY     - 1981     MONUMENTED       AZDT
 ES0848  HISTORY     - 19980813 GOOD             USPSQD
 ES0848  HISTORY     - 20080723 GOOD             GEOCAC
 ES0848
 ES0848                          STATION DESCRIPTION
 ES0848
 ES0848'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0848'THE STATION IS LOCATED 6 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0848'STATION ALONG ARIZONA HIGHWAY 87.
 ES0848'
 ES0848'THE STATION MARK IS AN AZDT DISK STAMPED---COCO 1981---SET IN TOP
 ES0848'OF A CONCRETE MONUMENT 36 FEET WEST OF THE HIGHWAY AND 4 FEET SOUTH OF
 ES0848'A CAIRN.
 ES0848'
 ES0848'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0848'
 ES0848'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0848'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0848'CONTINUE NORTH ALONG THE HIGHWAY FOR 7.75 MILES TO THE STATION ON THE
 ES0848'LEFT AT MILEPOST 307.40.
 ES0848
 ES0848                          STATION RECOVERY (1998)
 ES0848
 ES0848'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0848'RECOVERED IN GOOD CONDITION.
 ES0848
 ES0848                          STATION RECOVERY (2008)
 ES0848
 ES0848'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0691 ***********************************************************************
 FQ0691  DESIGNATION -  COCONINO
 FQ0691  PID         -  FQ0691
 FQ0691  STATE/COUNTY-  AZ/COCONINO
 FQ0691  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0691
 FQ0691                         *CURRENT SURVEY CONTROL
 FQ0691  ___________________________________________________________________
 FQ0691* NAD 83(1992)-  35 55 42.22334(N)    111 40 35.43111(W)     ADJUSTED  
 FQ0691* NAVD 88     -      2177.2    (meters)    7143.     (feet)  VERTCON   
 FQ0691  ___________________________________________________________________
 FQ0691  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 FQ0691  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0691  HORZ ORDER  -  SECOND
 FQ0691
 FQ0691.The horizontal coordinates were established by classical geodetic methods
 FQ0691.and adjusted by the National Geodetic Survey in August 1993.
 FQ0691
 FQ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0691
 FQ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0691
 FQ0691.The geoid height was determined by GEOID03.
 FQ0691
 FQ0691;                    North         East     Units Scale Factor Converg.
 FQ0691;SPC AZ C     -   546,595.204   235,030.944   MT  0.99990578   +0 08 27.3
 FQ0691;SPC AZ C     - 1,793,291.35    771,098.90   iFT  0.99990578   +0 08 27.3
 FQ0691;UTM  12      - 3,976,217.913   438,972.368   MT  0.99964589   -0 23 49.1
 FQ0691
 FQ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0691!SPC AZ C     -   0.99966206  x   0.99990578  =   0.99956787
 FQ0691!UTM  12      -   0.99966206  x   0.99964589  =   0.99930807
 FQ0691
 FQ0691|---------------------------------------------------------------------|
 FQ0691| PID    Reference Object                     Distance      Geod. Az  |
 FQ0691|                                                           dddmmss.s |
 FQ0691| CH2940 COCONINO RM 2                         6.433 METERS 17340     |
 FQ0691| CH2938 COCONINO RM 3 AZIMUTH                              2080239.6 |
 FQ0691| FQ0692 COCO                                APPROX. 2.2 KM 2151230.6 |
 FQ0691| CH2939 COCONINO RM 1                         5.987 METERS 24422     |
 FQ0691| GP0593 DESERT VIEW INDIAN WATCH TOWER      APPROX.18.6 KM 3133432.5 |
 FQ0691|---------------------------------------------------------------------|
 FQ0691
 FQ0691                          SUPERSEDED SURVEY CONTROL
 FQ0691
 FQ0691  NAD 83(1986)-  35 55 42.22666(N)    111 40 35.42777(W) AD(       ) 2
 FQ0691  NAD 27      -  35 55 42.26300(N)    111 40 32.88400(W) AD(       ) 2
 FQ0691  NGVD 29 (07/19/86) 2176.2    (m)         7140.     (f) VERT ANG    3  
 FQ0691
 FQ0691.Superseded values are not recommended for survey control.
 FQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0691.See file dsdata.txt to determine how the superseded data were derived.
 FQ0691
 FQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3897276218(NAD 83)
 FQ0691_MARKER: DS = TRIANGULATION STATION DISK
 FQ0691_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0691_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FQ0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0691+STABILITY: POSITION/ELEVATION WELL
 FQ0691
 FQ0691  HISTORY     - Date     Condition        Report By
 FQ0691  HISTORY     - 1903     MONUMENTED       USGS
 FQ0691  HISTORY     - 1934     GOOD             USGS
 FQ0691  HISTORY     - 1936     GOOD             CGS
 FQ0691  HISTORY     - 1951     GOOD             CGS
 FQ0691  HISTORY     - 1956     GOOD             USGS
 FQ0691  HISTORY     - 1977     GOOD             NGS
 FQ0691  HISTORY     - 1983     GOOD             AZDT
 FQ0691
 FQ0691                          STATION DESCRIPTION
 FQ0691
 FQ0691'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 FQ0691'LOCATED ON COCONINO POINT, A ROCKY CONICAL POINT ON NORTH SIDE OF
 FQ0691'COCONINO RIDGE, NEAR POINT WHERE LITTLE COLORADO RIVER LEAVES
 FQ0691'FOOT OF COCONINO RIDGE AND RUNS NORTHERLY.  POINT WAS COVERED
 FQ0691'WITH SCRUB PINON AND CEDAR TIMBER, BUT WAS CLEARED SUFFICIENTLY
 FQ0691'FOR SIGHTS TO ALL SIGNAL POINTS.
 FQ0691'
 FQ0691'TO REACH FROM RED HORSE OR HALLS TANK, ALSO FROM E. TAKE PACK
 FQ0691'TRAIN.
 FQ0691'
 FQ0691'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 FQ0691'IN LIMESTONE BOULDER UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT.
 FQ0691'IN DIAMETER.
 FQ0691'
 FQ0691'RMS--NONE SET.
 FQ0691
 FQ0691                          STATION RECOVERY (1934)
 FQ0691
 FQ0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 FQ0691'STATION IS LOCATED ON A ROCKY, TIMBER-COVERED POINT ON THE
 FQ0691'NORTH SIDE OF COCONINO RIDGE NEAR WHERE THE LITTLE COLORADO
 FQ0691'RIVER BENDS NORTH LEAVING THE FOOT OF COCONINO RIDGE.  ABOUT
 FQ0691'11 MILES AIRLINE SOUTHEAST OF DESERT VIEW.
 FQ0691'
 FQ0691'REACHED FROM GRAND VIEW VILLAGE BY GOING EAST ON HIGHWAY 16.2
 FQ0691'MILES EAST OF DESERT VIEW.  THIS POINT ON THE HIGHWAY IS
 FQ0691'2.9 MILES EAST OF TUSAYAN NATIONAL FOREST BOUNDARY.  FROM
 FQ0691'HERE CLIMB SOUTH-SOUTHEAST TO THE HIGHEST POINT IN THE IMMEDIATE
 FQ0691'VICINITY AND STATION.  ABOUT 1-1/2 HOUR PACK.
 FQ0691'
 FQ0691'AZIMUTH MARK IS 1/4 MILE WEST-SOUTHWEST ON SIDE OF NEXT HILL.
 FQ0691'
 FQ0691'STATION MARK IS STANDARD U.S. GEOLOGICAL SURVEY MARK.
 FQ0691'
 FQ0691'REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 FQ0691'SET IN CONCRETE POSTS.
 FQ0691
 FQ0691                          STATION RECOVERY (1936)
 FQ0691
 FQ0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0691'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTIONS
 FQ0691'FOLLOWS.
 FQ0691'
 FQ0691'ELEVEN MILES SOUTHEAST OF DESERT VIEW, ON THE EXTREME NORTHEAST
 FQ0691'POINT OF COCONINO RIDGE, 1-1/2 MILES SOUTH-SOUTHWEST OF THE
 FQ0691'ABRUPT BEND IN THE LITTLE COLORADO RIVER AT THE NORTH FOOT OF
 FQ0691'THE RIDGE, 1 MILE SOUTH OF AND OVERLOOKING STATE HIGHWAY 64,
 FQ0691'1 MILE SOUTH OF THE NEW GRAY MOUNTAIN TRUCK TRAIL, ON THE
 FQ0691'HIGHEST, ROCKY, PARTLY CLEARED, POINT OF THE RIDGE, 60 FEET
 FQ0691'WEST OF THE PRECIPITOUS DROP AT THE EAST END OF THE POINT.
 FQ0691'AN UNSTAMPED U.S. GEOLOGICAL SURVEY DISK SET IN BEDROCK AND
 FQ0691'ENCIRCLED BY A WALL OF SCATTERED ROCKS, THE REMAINS OF THE
 FQ0691'ORIGINAL U.S.G.S. CAIRN.
 FQ0691'
 FQ0691'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, ALONG
 FQ0691'THE RIDGE LINE, A STANDARD REFERENCE DISK STAMPED COCONINO
 FQ0691'U.S.G.S. 1934, SET IN TOP OF A SMALL BOULDER,
 FQ0691'
 FQ0691'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION, 5 FEET
 FQ0691'BELOW THE CREST OF THE RIDGE, STAMPED IDENTICALLY WITH REFERENCE
 FQ0691'MARK NO. 1 AND SET IN TOP OF A FLAT BOULDER,
 FQ0691'
 FQ0691'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST OF STATION,
 FQ0691'ON THE NEXT ROCKY POINT OF THE RIDGE, SET IN BEDROCK ON THE
 FQ0691'HIGHEST POINT OF THE SUMMIT,
 FQ0691'
 FQ0691'TO REACH THE STATION FROM THE TRADING POST AT CAMERON, GO SOUTH
 FQ0691'ON U.S. HIGHWAY 89 FOR 1.5 MILES AND TURN RIGHT, ON STATE
 FQ0691'HIGHWAY 64 AT JUNCTION, THENCE WEST FOR 19.3 MILES, OR 0.3 MILE
 FQ0691'PAST A GROUP OF GRAY-PAINTED BUILDINGS ON THE RIGHT, AND
 FQ0691'TURN LEFT ON GRAVEL ROAD AT SIGN GRAY MOUNTAIN TRUCK TRAIL,
 FQ0691'THENCE 1.8 MILES TO THE FIRST ROAD SUMMIT AND A SMALL TRIPLE
 FQ0691'BLAZED TREE ON THE LEFT.  THE STATION IS ABOUT 1 MILE
 FQ0691'EAST-NORTHEAST, AIRLINE, FROM THIS POINT.  TURN LEFT HERE
 FQ0691'AND GO EASTERLY THROUGH THE SCRUB TIMBER, BEARING LEFT
 FQ0691'(NORTHEAST AND NORTH) AS THE RIDGE SWINGS AROUND TO THE BASE OF
 FQ0691'THE SMALL ROCKY KNOLL ON WHICH THE AZIMUTH MARK IS LOCATED
 FQ0691'AND THE END OF TRUCK TRAVEL.  THE ACTUAL DISTANCE TRAVELED
 FQ0691'TO REACH THIS POINT FROM THE ROAD IS 2.1 MILES AND THE
 FQ0691'GOING IS SLOW AND DIFFICULT DUE TO THE DENSITY OF THE
 FQ0691'SCRUB TIMBER.  UNLESS HEAVILY LOADED, TIME COULD
 FQ0691'UNDOUBTEDLY BE SAVED BY TAKING A MORE DIRECT ROUTE ON
 FQ0691'FOOT.  PACK NORTHEAST ALONG THE RIDGE TO THE STATION ON
 FQ0691'THE HIGH POINT AT THE NORTHEAST END.  ABOUT 1/4 MILE, 10
 FQ0691'MINUTES EASY PACKING.
 FQ0691'
 FQ0691'THE DIRECTION TO REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS
 FQ0691'NOT REMEASURED.  THE 1934 MEASUREMENT WITH TUSAYAN AS INITIAL
 FQ0691'STATION WAS W. 1/4 MILE, DIRECTION, 295 DEG 09 MIN 19.5 SE
 FQ0691
 FQ0691                          STATION RECOVERY (1951)
 FQ0691
 FQ0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0691'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 FQ0691'WERE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FQ0691'
 FQ0691'THE STATION IS LOCATED ON A ROCKY TIMBER COVERED POINT ON
 FQ0691'THE NORTH EDGE OF COCONINO RIDGE.  IT IS ABOUT 15 MILES AIRLINE
 FQ0691'NORTHWEST OF CAMERON, ABOUT 27 MILES AIRLINE SOUTHWEST OF
 FQ0691'TUBA CITY, 1 MILE SOUTH OF STATE HIGHWAY 64 AND OVER LOOKING
 FQ0691'THE LITTLE COLORADO RIVER GORGE.
 FQ0691'
 FQ0691'THE STATION IS A STANDARD USGS DISK SET IN A DRILL HOLE IN A
 FQ0691'2-FOOT BY 3-FOOT BOULDER THAT PROJECTS 2 FEET.  THE DISK
 FQ0691'IS NOT STAMPED.
 FQ0691'
 FQ0691'REFERENCE MARK NUMBER ONE IS ABOUT 3 FEET LOWER THAN THE STATION
 FQ0691'AND 75 FEET WEST OF A SHEER CLIFF.  IT IS A STANDARD DISK
 FQ0691'SET IN A DRILL HOLE IN A 2-FOOT BY 3-FOOT BOULDER THAT PROJECTS
 FQ0691'1 FOOT.  THE DISK IS STAMPED--COCONINO NO 1 1934.
 FQ0691'
 FQ0691'REFERENCE MARK NUMBER TWO IS ABOUT 5 FEET LOWER THAN THE STATION.
 FQ0691'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 4-FOOT BY 6-FOOT
 FQ0691'BOULDER THAT PROJECTS 3 FEET.  THE DISK IS STAMPED--COCONINO
 FQ0691'NO 2 1934.
 FQ0691'
 FQ0691'THE AZIMUTH MARK IS 4 FEET SOUTH OF A 2-FOOT CAIRN WITH A
 FQ0691'BOARD STANDING IN ITS CENTER AND IS LOCATED ON A SMALL RISE
 FQ0691'ON THE MAIN RIDGE RUNNING SOUTHWEST.  IT IS A STANDARD REFERENCE
 FQ0691'MARK DISK SET IN A DRILL HOLE IN 5-FOOT BY 6-FOOT LOOSE BOULDER
 FQ0691'THAT PROJECTS 6 FEET.  THE DISK IS STAMPED--COCONINO NO 3 1934.
 FQ0691'TO REACH THE MARK FROM THE STATION GO SOUTHWESTERLY ALONG
 FQ0691'THE TOP OF THE RIDGE FOR 1/4 MILE TO A SMALL KNOLL AND THE
 FQ0691'MARK.
 FQ0691'
 FQ0691'TO REACH THE STATION FROM CAMERON GO SOUTH FOR 1.5 MILES
 FQ0691'TO A HIGHWAY JUNCTION.  TURN RIGHT ON STATE HIGHWAY 64 AND
 FQ0691'GO 15.8 MILES TO A ROAD LEFT.  TURN LEFT AS PER SIGN GREY
 FQ0691'MOUNTAIN TRUCK TRAIL AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT
 FQ0691'FORK, EAST, AND GO 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK
 FQ0691'AND GO 0.15 MILE TO A TRIANGULAR BLAZED TREE ON THE LEFT.
 FQ0691'GO EAST FROM THE TREE FOR 0.2 MILE AND THE END OF TRUCK TRAVEL.
 FQ0691'PACK NORTHEAST ALONG A GENTLE SLOPE AND PASSING TO THE RIGHT
 FQ0691'OF A CANYON THAT RUNS NORTHWEST.  CONTINUE, NORTHEASTERLY,
 FQ0691'ALONG THE CREST OF THE RIDGE TO THE HIGHEST POINT AND THE
 FQ0691'STATION.  THE PACK IS THROUGH HEAVY GROWTH OF SMALL PINON
 FQ0691'AND CEDAR TREES AND THE STATION IS NOT VISIBLE UNTIL THE
 FQ0691'SUMMIT OF THE RIDGE IS REACHED.  NOTE--THE PACK WILL REQUIRE
 FQ0691'ABOUT 3/4 HOUR.
 FQ0691
 FQ0691                          STATION RECOVERY (1956)
 FQ0691
 FQ0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FQ0691'RECOVERED IN GOOD CONDITION.
 FQ0691
 FQ0691                          STATION RECOVERY (1977)
 FQ0691
 FQ0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0691'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 FQ0691'FOUND IN GOOD CONDITION.  DISTANCE TO REFERENCE MARKS CHECKED WITHIN
 FQ0691'2 M.M. AND ANGLES TO REFERENCE AND AZIMUTH MARKS CHECKED BY ONE
 FQ0691'MINUTE.
 FQ0691'
 FQ0691'A NEW DESCRIPTION FOLLOWS--
 FQ0691'
 FQ0691'FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89 FOR 1.3 MILES TO JUNCTION
 FQ0691'OF STATE ROUTE 64 WITH U.S. HWY. 89, TURN RIGHT, WEST, ON HWY. 64
 FQ0691'AND GO 18.60 MILES TO MILE POST 276.75 AND A TURNOFF TO OLD HWY.,
 FQ0691'TURN LEFT ON OLD HWY. FOR 0.30 MILE TO A DIRT ROAD LEADING UP THE
 FQ0691'MOUNTAIN, TURN RIGHT ON DIRT ROAD AND GO 1.30 MILE TO A ROAD FORK
 FQ0691'NEAR TOP OF HILL LEADING LEFT, CONTINUE STRAIGHT AHEAD FOR 0.30
 FQ0691'MILE TO TOP OF HILL AND A ROAD FORK.  THE HILL THE STATION IS
 FQ0691'ON SHOULD BE VISIBLE TO THE EAST AT THIS POINT, THE HIGHEST OF
 FQ0691'HILLS TO EAST.  CONTINUE FOR 1.45 MILES ON MAIN TRAVELED ROAD TO A
 FQ0691'DIM TRACK ROAD ON LEFT, TAKE DIM TRACK ROAD FOR 0.30 MILE
 FQ0691'AND END OF TRUCK TRAVEL.  STATION IS 1,000 FEET NORTH AND
 FQ0691'VISIBLE.  AT THIS TIME THERE IS A WOODEN STAFF AT THE STATION AND
 FQ0691'CAN BE SEEN FROM END OF T.T.  A 10 MINUTE PACK, EASY GRADE.
 FQ0691'
 FQ0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES SE OF
 FQ0691'DESERT VIEW.
 FQ0691'
 FQ0691'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0691
 FQ0691                          STATION RECOVERY (1983)
 FQ0691
 FQ0691'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0691'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1921 ***********************************************************************
 DV1921  DESIGNATION -  CODY
 DV1921  PID         -  DV1921
 DV1921  STATE/COUNTY-  AZ/YUMA
 DV1921  USGS QUAD   -  HYDER NE (1964)
 DV1921
 DV1921                         *CURRENT SURVEY CONTROL
 DV1921  ___________________________________________________________________
 DV1921* NAD 83(1992)-  33 14 35.14147(N)    113 20 36.45707(W)     ADJUSTED  
 DV1921* NAVD 88     -       594.3    (meters)    1950.     (feet)  VERTCON   
 DV1921  ___________________________________________________________________
 DV1921  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DV1921  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DV1921  HORZ ORDER  -  SECOND
 DV1921
 DV1921.The horizontal coordinates were established by classical geodetic methods
 DV1921.and adjusted by the National Geodetic Survey in August 1993.
 DV1921
 DV1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1921
 DV1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1921
 DV1921.The geoid height was determined by GEOID03.
 DV1921
 DV1921;                    North         East     Units Scale Factor Converg.
 DV1921;SPC AZ W     -   248,791.648   251,245.515   MT  0.99995102   +0 13 22.3
 DV1921;SPC AZ W     -   816,245.56    824,296.31   iFT  0.99995102   +0 13 22.3
 DV1921;UTM  12      - 3,680,685.572   281,661.531   MT  1.00018779   -1 17 06.6
 DV1921
 DV1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1921!SPC AZ W     -   0.99991165  x   0.99995102  =   0.99986268
 DV1921!UTM  12      -   0.99991165  x   1.00018779  =   1.00009943
 DV1921
 DV1921:                Primary Azimuth Mark                     Grid Az
 DV1921:SPC AZ W     -  CORTEZ                                   077 44 02.2
 DV1921:UTM  12      -  CORTEZ                                   079 14 31.1
 DV1921
 DV1921|---------------------------------------------------------------------|
 DV1921| PID    Reference Object                     Distance      Geod. Az  |
 DV1921|                                                           dddmmss.s |
 DV1921| DV1913 CORTEZ                              APPROX.10.9 KM 0775724.5 |
 DV1921| DV1922 CODY RR SPIKE                         0.197 METERS 09147     |
 DV1921| CH2941 CODY RM 1                             7.048 METERS 16444     |
 DV1921| CH2942 CODY RM 2                             4.110 METERS 29833     |
 DV1921|---------------------------------------------------------------------|
 DV1921
 DV1921                          SUPERSEDED SURVEY CONTROL
 DV1921
 DV1921  NAD 83(1986)-  33 14 35.13465(N)    113 20 36.46420(W) AD(       ) 2
 DV1921  NAD 27      -  33 14 34.98800(N)    113 20 33.77800(W) AD(       ) 2
 DV1921  NGVD 29 (07/19/86)  593.6    (m)         1948.     (f) VERT ANG    3  
 DV1921
 DV1921.Superseded values are not recommended for survey control.
 DV1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1921.See file dsdata.txt to determine how the superseded data were derived.
 DV1921
 DV1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8166280686(NAD 83)
 DV1921_MARKER: DS = TRIANGULATION STATION DISK
 DV1921_SETTING: 66 = SET IN ROCK OUTCROP
 DV1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1921
 DV1921  HISTORY     - Date     Condition        Report By
 DV1921  HISTORY     - 1950     MONUMENTED       CGS
 DV1921  HISTORY     - 1958     GOOD             USGS
 DV1921  HISTORY     - 1964     GOOD             USGS
 DV1921  HISTORY     - 1967     GOOD             CGS
 DV1921  HISTORY     - 1972     GOOD             AZHD
 DV1921
 DV1921                          STATION DESCRIPTION
 DV1921
 DV1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1921'STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHWEST OF HYDER,
 DV1921'5 MILES EAST AND 4 MILES SOUTH OF CLANTONS WELL ON A HIGH
 DV1921'ROCKY PEAK OF THE GILA BEND MOUNTAINS.  THE PEAK ON WHICH
 DV1921'THE STATION IS LOCATED FALLS OFF ABRUPTLY ON THE EAST, NORTH
 DV1921'AND WEST SIDES.  THERE IS A HIGHER PEAK SOUTH OF THE PEAK
 DV1921'ON WHICH THE STATION IS LOCATED.
 DV1921'
 DV1921'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 DV1921'IN BEDROCK.
 DV1921'
 DV1921'STATION MARK IS 7 FEET SOUTH OF A CAIRN (6 FEET HIGH) AND
 DV1921'STAMPED CODY 1950.
 DV1921'
 DV1921'REFERENCE MARK 1, STAMPED CODY NO 1 1950, IS ON THE SOUTH
 DV1921'EDGE OF THE PEAK AND ABOUT 6 FEET LOWER THAN THE STATION.
 DV1921'
 DV1921'REFERENCE MARK 2, STAMPED CODY NO 2 1950, IS 12.5 FEET SOUTHWEST
 DV1921'OF THE CAIRN, ON THE EXTREME WEST EDGE OF THE PEAK AND ABOUT
 DV1921'3 FEET LOWER THAN THE STATION.
 DV1921'
 DV1921'NO AZIMUTH MARK WAS ESTABLISHED.
 DV1921'
 DV1921'THE OLD U.S.G.S. STATION CODY IS MARKED BY A RAILROAD SPIKE
 DV1921'DRIVEN INTO BEDROCK.  NO STAMPING REMAINS, DUE TO RUST.  MARK
 DV1921'IS 0.177 METERS EAST OF THE NEW STATION.
 DV1921'
 DV1921'TO REACH FROM THE RAILROAD STATION OF HYDER, ON THE SOUTHERN
 DV1921'PACIFIC RAILROAD, GO WEST ALONG THE SOUTH SIDE OF THE RAILROAD
 DV1921'FOR 0.5 MILE, TURN RIGHT ACROSS TRACKS AND GO NORTH FOR 20.2
 DV1921'MILES TO Y-FORK JUST AFTER PASSING THROUGH WIRE GATE.  TAKE
 DV1921'RIGHT FORK FOR 0.4 MILE TO CLANTONS WELL.  AT CLANTONS WELL
 DV1921'TAKE ROAD ALONG NORTH SIDE OF BUILDINGS AND CORRAL, KEEPING
 DV1921'RIGHT FORK, AND GO 2 MILES TO Y-FORKS AND CROSSROAD.  TAKE
 DV1921'LEFT FORK FOR 1.7 MILES TO DIM ROAD SOUTH.  TAKE DIM ROAD
 DV1921'SOUTH AND SOUTHEAST FOR 0.9 MILE TO DIM CROSSROAD, WHERE
 DV1921'ROAD RUNS ALONG RIGHT BANK OF A WASH IN A LOW CUT.  TURN
 DV1921'LEFT, NORTH, ACROSS WASH THEN TAKE ROAD MORE EASTERLY FOR
 DV1921'2 MILES TO DIM CROSS TRACKS.  (THIS POINT IS 0.25 MILE
 DV1921'AFTER PASSING A SMALL CAIRN AND A SECTION CORNER MARK TO
 DV1921'THE RIGHT OF THE ROAD).  TURN RIGHT ON DIM TRACKS AND GO
 DV1921'2.5 MILES TO JUNCTION OF A LARGE AND SMALL WASH.  THIS
 DV1921'ROAD WINDS AMONG SMALL HILLS AND FOLLOWS SMALL WASHES AT
 DV1921'TIMES, BUT HEADS IN A SOUTHERLY DIRECTION.  CROSS WASH
 DV1921'AND GO SOUTHWESTERLY FOR ABOUT 0.5 MILE TO BASE OF HILL
 DV1921'AND END OF TRUCK TRAVEL.  FOUR-WHEEL DRIVE NECESSARY.
 DV1921'
 DV1921'FROM BASE OF HILL, PACK SOUTHWESTERLY TO POINT JUST EAST
 DV1921'OF THE HIGHEST POINT, THENCE RIGHT TO SUMMIT AND STATION.
 DV1921'
 DV1921'A 1-HOUR PACK.
 DV1921
 DV1921                          STATION RECOVERY (1958)
 DV1921
 DV1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV1921'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DV1921
 DV1921                          STATION RECOVERY (1964)
 DV1921
 DV1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1921'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 DV1921
 DV1921                          STATION RECOVERY (1967)
 DV1921
 DV1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DV1921'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV1921'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 DV1921'STATION FOLLOWS.
 DV1921'
 DV1921'TO REACH THE STATION FROM THE CROSS ROAD ABOUT 0.3 MILE EAST
 DV1921'OF HYDER, GO NORTH, PASSING OVER THE RAILROAD TRACKS FOR
 DV1921'0.9 MILE, TAKE THE RIGHT FORK AND GO EAST AND NORTH FOR 6.2
 DV1921'MILES.  TURN RIGHT AT THE CROSS ROAD AND GO EAST FOR 1.0
 DV1921'MILE TO A SIDE ROAD, LEFT WHICH FOLLOWS A PIPELINE.  TURN
 DV1921'LEFT ONTO THE SIDE ROAD AND GO NORTH ON THE PIPELINE ROAD
 DV1921'FOR 4.1 MILES.  TURN RIGHT AND GO EAST FOR 0.5 MILE.  TURN
 DV1921'LEFT AND GO NORTH ON THE PIPELINE ROAD FOR 4.3 MILES TO
 DV1921'A FAINT SIDE ROAD LEFT.
 DV1921'
 DV1921'TURN LEFT ONTO THE FAINT SIDE ROAD AND WIND WEST AND SOUTHWEST
 DV1921'FOR 0.3 MILE TO A POINT WHERE THE ROAD TURNS MORE SOUTHERLY.
 DV1921'LEAVE THE TRACK ROAD AND GO CROSS COUNTRY FOR ABOUT 0.4
 DV1921'MILE IN A WEST-NORTHWESTERLY DIRECTION TO THE BASE OF THE
 DV1921'STATION HILL WHICH IS THE NORTH AND LOWER ONE OF TWO.  PACK
 DV1921'NORTHWESTERLY UP THE RIDGES FOR ABOUT 1 HOUR TO THE HIGHEST
 DV1921'POINT AND THE STATION.
 DV1921
 DV1921                          STATION RECOVERY (1972)
 DV1921
 DV1921'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1921'GENERAL LOCATION PARKER TO YUMA
 DV1921'
 DV1921'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1921'
 DV1921'STATION MARK BRASS CAP STD. USC AND GS.
 DV1921'
 DV1921'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1922 ***********************************************************************
 DV1922  DESIGNATION -  CODY RR SPIKE
 DV1922  PID         -  DV1922
 DV1922  STATE/COUNTY-  AZ/YUMA
 DV1922  USGS QUAD   -  HYDER NE (1964)
 DV1922
 DV1922                         *CURRENT SURVEY CONTROL
 DV1922  ___________________________________________________________________
 DV1922* NAD 83(1992)-  33 14 35.14127(N)    113 20 36.44946(W)     ADJUSTED  
 DV1922* NAVD 88     -       595.     (meters)    1952.     (feet)  SCALED    
 DV1922  ___________________________________________________________________
 DV1922  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DV1922  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DV1922  HORZ ORDER  -  SECOND
 DV1922
 DV1922.The horizontal coordinates were established by classical geodetic methods
 DV1922.and adjusted by the National Geodetic Survey in August 1993.
 DV1922
 DV1922.The orthometric height was scaled from a topographic map.
 DV1922
 DV1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1922
 DV1922.The geoid height was determined by GEOID03.
 DV1922
 DV1922;                    North         East     Units Scale Factor Converg.
 DV1922;SPC AZ W     -   248,791.643   251,245.712   MT  0.99995102   +0 13 22.3
 DV1922;SPC AZ W     -   816,245.55    824,296.96   iFT  0.99995102   +0 13 22.3
 DV1922;UTM  12      - 3,680,685.562   281,661.728   MT  1.00018779   -1 17 06.6
 DV1922
 DV1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1922!SPC AZ W     -   0.99991159  x   0.99995102  =   0.99986262
 DV1922!UTM  12      -   0.99991159  x   1.00018779  =   1.00009937
 DV1922
 DV1922                          SUPERSEDED SURVEY CONTROL
 DV1922
 DV1922  NAD 83(1986)-  33 14 35.13445(N)    113 20 36.45660(W) AD(       ) 2
 DV1922  NAD 27      -  33 14 34.98800(N)    113 20 33.77000(W) AD(       ) 2
 DV1922
 DV1922.Superseded values are not recommended for survey control.
 DV1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1922.See file dsdata.txt to determine how the superseded data were derived.
 DV1922
 DV1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8166280686(NAD 83)
 DV1922_MARKER: S = SPIKE
 DV1922_SETTING: 66 = SET IN ROCK OUTCROP
 DV1922_SP_SET: SET IN BEDROCK
 DV1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1922+STABILITY: POSITION/ELEVATION WELL
 DV1922
 DV1922  HISTORY     - Date     Condition        Report By
 DV1922  HISTORY     - 1950     MONUMENTED       USGS
 DV1922
 DV1922                          STATION DESCRIPTION
 DV1922
 DV1922'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 DV1922'THE OLD U.S.G.S. STATION CODY IS MARKED BY A RAILROAD SPIKE
 DV1922'DRIVEN INTO BEDROCK.  NO STAMPING REMAINS, DUE TO RUST.  MARK
 DV1922'IS 0.177 METERS EAST OF THE NEW STATION.
 DV1922'
 DV1922'TO REACH STA. CODY FROM THE RAILROAD STATION OF HYDER, ON THE SOUTHERN
 DV1922'PACIFIC RAILROAD, GO WEST ALONG THE SOUTH SIDE OF THE RAILROAD
 DV1922'FOR 0.5 MILE, TURN RIGHT ACROSS TRACKS AND GO NORTH FOR 20.2
 DV1922'MILES TO Y-FORK JUST AFTER PASSING THROUGH WIRE GATE.  TAKE
 DV1922'RIGHT FORK FOR 0.4 MILE TO CLANTONS WELL.  AT CLANTONS WELL
 DV1922'TAKE ROAD ALONG NORTH SIDE OF BUILDINGS AND CORRAL, KEEPING
 DV1922'RIGHT FORK, AND GO 2 MILES TO Y-FORKS AND CROSSROAD.  TAKE
 DV1922'LEFT FORK FOR 1.7 MILES TO DIM ROAD SOUTH.  TAKE DIM ROAD
 DV1922'SOUTH AND SOUTHEAST FOR 0.9 MILE TO DIM CROSSROAD, WHERE
 DV1922'ROAD RUNS ALONG RIGHT BANK OF A WASH IN A LOW CUT.  TURN
 DV1922'LEFT, NORTH, ACROSS WASH THEN TAKE ROAD MORE EASTERLY FOR
 DV1922'2 MILES TO DIM CROSS TRACKS.  (THIS POINT IS 0.25 MILE
 DV1922'AFTER PASSING A SMALL CAIRN AND A SECTION CORNER MARK TO
 DV1922'THE RIGHT OF THE ROAD).  TURN RIGHT ON DIM TRACKS AND GO
 DV1922'2.5 MILES TO JUNCTION OF A LARGE AND SMALL WASH.  THIS
 DV1922'ROAD WINDS AMONG SMALL HILLS AND FOLLOWS SMALL WASHES AT
 DV1922'TIMES, BUT HEADS IN A SOUTHERLY DIRECTION.  CROSS WASH
 DV1922'AND GO SOUTHWESTERLY FOR ABOUT 0.5 MILE TO BASE OF HILL
 DV1922'AND END OF TRUCK TRAVEL.  FOUR-WHEEL DRIVE NECESSARY.
 DV1922'
 DV1922'FROM BASE OF HILL, PACK SOUTHWESTERLY TO POINT JUST EAST
 DV1922'OF THE HIGHEST POINT, THENCE RIGHT TO SUMMIT AND STATION.
 DV1922'
 DV1922'A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0964 ***********************************************************************
 FR0964  DESIGNATION -  COFER
 FR0964  PID         -  FR0964
 FR0964  STATE/COUNTY-  AZ/MOHAVE
 FR0964  USGS QUAD   -  BOTTLENECK WASH (1980)
 FR0964
 FR0964                         *CURRENT SURVEY CONTROL
 FR0964  ___________________________________________________________________
 FR0964* NAD 83(1992)-  35 04 36.23491(N)    113 39 15.41905(W)     ADJUSTED  
 FR0964* NAVD 88     -       993.73   (+/-2cm)    3260.3    (feet)  VERTCON   
 FR0964  ___________________________________________________________________
 FR0964  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 FR0964  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FR0964  HORZ ORDER  -  SECOND
 FR0964  VERT ORDER  -  THIRD ? (See Below)
 FR0964
 FR0964.The horizontal coordinates were established by classical geodetic methods
 FR0964.and adjusted by the National Geodetic Survey in August 1993.
 FR0964
 FR0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0964.The vertical order pertains to the NGVD 29 superseded value.
 FR0964
 FR0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0964
 FR0964.The geoid height was determined by GEOID03.
 FR0964
 FR0964;                    North         East     Units Scale Factor Converg.
 FR0964;SPC AZ W     -   452,105.363   222,089.078   MT  0.99993427   +0 03 18.0
 FR0964;SPC AZ W     - 1,483,285.31    728,638.71   iFT  0.99993427   +0 03 18.0
 FR0964;UTM  12      - 3,884,775.201   257,988.970   MT  1.00032189   -1 31 33.9
 FR0964
 FR0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0964!SPC AZ W     -   0.99984845  x   0.99993427  =   0.99978273
 FR0964!UTM  12      -   0.99984845  x   1.00032189  =   1.00017029
 FR0964
 FR0964:                Primary Azimuth Mark                     Grid Az
 FR0964:SPC AZ W     -  COFER AZ MK RESET                        011 21 12.0
 FR0964:UTM  12      -  COFER AZ MK RESET                        012 56 03.9
 FR0964
 FR0964|---------------------------------------------------------------------|
 FR0964| PID    Reference Object                     Distance      Geod. Az  |
 FR0964|                                                           dddmmss.s |
 FR0964| CH2944 COFER AZ MK RESET                                  0112430.0 |
 FR0964| CH2943 COFER AZ MK                                        0133226.6 |
 FR0964| CH2945 COFER RM 1                            7.600 METERS 05915     |
 FR0964| CH2946 COFER RM 2                            8.408 METERS 28430     |
 FR0964|---------------------------------------------------------------------|
 FR0964
 FR0964                          SUPERSEDED SURVEY CONTROL
 FR0964
 FR0964  NAD 83(1986)-  35 04 36.23637(N)    113 39 15.42318(W) AD(       ) 2
 FR0964  NAD 27      -  35 04 36.21300(N)    113 39 12.63400(W) AD(       ) 2
 FR0964  NGVD 29 (07/19/86)  992.90   (m)         3257.5    (f) LEVELING    3  
 FR0964
 FR0964.Superseded values are not recommended for survey control.
 FR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0964.See file dsdata.txt to determine how the superseded data were derived.
 FR0964
 FR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5798984775(NAD 83)
 FR0964_MARKER: DS = TRIANGULATION STATION DISK
 FR0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0964+STABILITY: SURFACE MOTION
 FR0964
 FR0964  HISTORY     - Date     Condition        Report By
 FR0964  HISTORY     - 1948     MONUMENTED       CGS
 FR0964  HISTORY     - 1955     GOOD             CGS
 FR0964  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FR0964  HISTORY     - 1979     GOOD             AZDT
 FR0964  HISTORY     - 1981     GOOD             AZDT
 FR0964
 FR0964                          STATION DESCRIPTION
 FR0964
 FR0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0964'THE STATION IS ABOUT 45 MILES AIRLINE SOUTHEAST OF KINGMAN,
 FR0964'40 MILES SOUTH SOUTHEAST OF HACKBERRY, ABOUT 0.3 MILE WEST OF
 FR0964'THE KINGMAN-WIKIEUP ROAD, 1 MILE WEST OF THE BIG SANDY RIVER
 FR0964'ON THE HIGHEST POINT OF A LOW NARROW RIDGE JUST SOUTH OF THE
 FR0964'COFER RANCH BUILDINGS.
 FR0964'
 FR0964'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN GO
 FR0964'EASTERLY ON U.S. HIGHWAY 66 FOR 1.8 MILES TO A FORK.  TURN
 FR0964'RIGHT SOUTHERLY CROSSING RAILROAD TRACKS AND CONTINUE ON THE
 FR0964'MAIN GRADED ROAD FOR 0.3 MILE TO A FORK AND SIGN BIG SANDY
 FR0964'ROUTE.  KEEP THE LEFT FORK AND CONTINUE ON THE BIG SANDY
 FR0964'ROAD TOWARDS WIKIEUP FOR 3.3 MILES TO A FORK.  KEEP LEFT FORK
 FR0964'ON MAIN BLADED ROAD FOR 1.4 MILES TO A FORK.  KEEP LEFT FORK
 FR0964'OF MAIN ROAD AND CONTINUE FOR 3.2 MILES TO A FORK.  TAKE LEFT
 FR0964'FORK ON MAIN ROAD FOR 5.6 MILES TO A FORK.  TAKE LEFT FORK
 FR0964'SOUTHEASTERLY AND CONTINUE ON THE MAIN ROAD FOR 10.5 MILES
 FR0964'TO A ROAD JUNCTION AND SIGN HACKBERRY.  KEEP RIGHT FORK AND
 FR0964'CONTINUE 0.5 MILE TO COFER RANCH BUILDINGS ON THE RIGHT.
 FR0964'(AZIMUTH MARK ON THE RIGHT 1 FOOT SOUTHEAST OF COFER RANCH
 FR0964'SIGN.) TURN RIGHT ON TRACK ROAD FOR 0.3 MILE TO A GATE
 FR0964'AT STOCK CORRAL.  PASS THROUGH GATE AND CONTINUE SOUTHERLY FOR
 FR0964'0.4 MILE TO HIGHEST POINT OF LOW RIDGE AND STATION.
 FR0964'
 FR0964'THE STATION IS A STANDARD BRONZE DISK SET IN CONCRETE POST
 FR0964'PROJECTING ABOUT 4 INCHES, ON THE HIGHEST POINT OF THE HILL.
 FR0964'IT IS STAMPED COFER 1947.
 FR0964'
 FR0964'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 FR0964'ABOUT 36 INCHES BELOW THE GROUND SURFACE.  IT IS STAMPED
 FR0964'COFER 1947.
 FR0964'
 FR0964'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 FR0964'SET IN A CONCRETE POST PROJECTING ABOUT 6 INCHES AND IS ABOUT
 FR0964'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED COFER NO 1 1947.
 FR0964'
 FR0964'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0964'IN A BOULDER PROJECTING ABOUT 10 INCHES AND IS ABOUT 2 FEET
 FR0964'LOWER THAN THE STATION.  IT IS STAMPED COFER NO 2 1947.
 FR0964'
 FR0964'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
 FR0964'POST PROJECTING ABOUT 4 INCHES, 20 FEET WEST OF THE ROAD
 FR0964'CENTER, 1 FOOT SOUTH OF THE COFER RANCH SIGN, AT THE ENTRANCE
 FR0964'TO THE COFER RANCH.  IT IS STAMPED COFER 1947.
 FR0964
 FR0964                          STATION RECOVERY (1955)
 FR0964
 FR0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0964'THE STATION, THE REFERENCE MARKS AND THE AZMUTH MARKS WERE
 FR0964'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FR0964'
 FR0964'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 FR0964
 FR0964                          STATION RECOVERY (1962)
 FR0964
 FR0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0964'STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 FR0964'2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FR0964'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 FR0964'TO HAVE BEEN DESTROYED OR COVERED UP BY WASH.  A NEW AZIMUTH
 FR0964'MARK WAS ESTABLISHED AND IS DESCRIBED BELOW.  THE DISTANCE
 FR0964'TO REFERENCE MARKS CHECKED.  A WITNESS POST WAS SET AT
 FR0964'STATION.  A NEW TO REACH FOLLOWS, ORIGINAL DESCRIPTION
 FR0964'ADEQUATE.
 FR0964'
 FR0964'STATION IS LOCATED ABOUT 25 MILES EAST-SOUTHEAST OF KINGMAN,
 FR0964'ABOUT 22 MILES SOUTH OF HACKBERRY AND ABOUT 1 MILE EAST OF
 FR0964'STATE ROUTE 93.
 FR0964'
 FR0964'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0964'93 IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEAST OF STATE
 FR0964'ROUTE 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE SOUTHEAST
 FR0964'ON STATE ROUTE 93 FOR 1.4 MILES TO FORK, KEEP LEFT STRAIGHT
 FR0964'AHEAD FOR 0.1 MILE TO CROSSROAD AND SIGNS HACKBERRY DEAD END,
 FR0964'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 1.55 MILES TO
 FR0964'GATE AND AZIMUTH MARK ON LEFT, CONTINUE SOUTHERLY 0.05 MILE TO
 FR0964'DRIVEWAY TO COFER RANCH HOUSE ON RIGHT AND TRACK ROAD
 FR0964'SOUTHERLY TOWARD CORRALS, CONTINUE SOUTHERLY 0.25 MILE TO
 FR0964'WATER TANK, CONTINUE WESTERLY FROM WATER TANK FOR 0.05
 FR0964'MILE TO GATE AT CORRALS, PASS THROUGH GATE AND FOLLOW
 FR0964'TRACK ROAD WESTERLY FOR 0.3 MILE TO TOP OF RIDGE, TURN
 FR0964'LEFT AND GO SOUTHERLY ALONG RIDGE FOR 0.15 MILE TO STATION.
 FR0964'
 FR0964'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED COVER 1948 RESET
 FR0964'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 FR0964'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 FR0964'IS 45 FEET EAST OF THE CENTER OF ROAD, 19 FEET SOUTH OF THE SOUTH
 FR0964'END OF ALUMINUM GATE, 3 FEET SOUTH OF THE WITNESS POST AND
 FR0964'1 FOOT WEST OF FENCE.
 FR0964'
 FR0964'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FR0964
 FR0964                          STATION RECOVERY (1979)
 FR0964
 FR0964'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 FR0964'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FR0964'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 FR0964'FOLLOWS.
 FR0964'
 FR0964'TO REACH THE STATION FROM INTERSECTION OF I40 AND U.S. 93 WHICH IS 20
 FR0964'MILES EAST OF KINGMAN, TRAVEL SOUTH ALONG U.S. 93 FOR 4.5 MILES TO A
 FR0964'BLADED ROAD ON THE LEFT. TURN LEFT TOWARD COFER RANCH FOR 1.6 MILES TO
 FR0964'THE AZIMUTH MARK ON THE LEFT WHICH IS EAST OF THE RANCH BUILDINGS.
 FR0964'OBTAIN PERMISSION FROM THE RANCH BEFORE CONTINUING SOUTH TO STATION ON
 FR0964'TOP OF FIRST RIDGE.
 FR0964
 FR0964                          STATION RECOVERY (1981)
 FR0964
 FR0964'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FR0964'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FR0964'DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0964'
 FR0964'TO REACH THE STATION FROM KINGMAN TRAVEL EAST ALONG I 40 FOR ABOUT 20
 FR0964'MILES TO THE INTERSECTION OF I 40 AND US 93.  TRAVEL SOUTH ALONG US 93
 FR0964'FOR 4.5 MILES TO A BLADED ROAD LEFT.  TURN LEFT FOR 1.6 MILES TO THE
 FR0964'AZIMUTH MARK ON THE LEFT AND EAST OF THE RANCH BUILDINGS.  THE STATION
 FR0964'IS LOCATED ON THE LOW RIDGE TO THE SOUTH.  STOP AT RANCH AND OBTAIN
 FR0964'PERMISSION TO DRIVE THROUGH CORRALS TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0376 ***********************************************************************
 GQ0376  DESIGNATION -  COLD
 GQ0376  PID         -  GQ0376
 GQ0376  STATE/COUNTY-  AZ/MOHAVE
 GQ0376  USGS QUAD   -  COLD SPRING (1971)
 GQ0376
 GQ0376                         *CURRENT SURVEY CONTROL
 GQ0376  ___________________________________________________________________
 GQ0376* NAD 83(1992)-  36 20 56.68371(N)    113 18 37.53929(W)     ADJUSTED  
 GQ0376* NAVD 88     -      1640.8    (meters)    5383.     (feet)  VERTCON   
 GQ0376  ___________________________________________________________________
 GQ0376  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 GQ0376  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 GQ0376  HORZ ORDER  -  THIRD
 GQ0376
 GQ0376.The horizontal coordinates were established by classical geodetic methods
 GQ0376.and adjusted by the National Geodetic Survey in August 1993.
 GQ0376
 GQ0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0376
 GQ0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0376
 GQ0376.The geoid height was determined by GEOID03.
 GQ0376
 GQ0376;                    North         East     Units Scale Factor Converg.
 GQ0376;SPC AZ W     -   593,353.067   252,815.552   MT  0.99995251   +0 15 37.9
 GQ0376;SPC AZ W     - 1,946,696.41    829,447.35   iFT  0.99995251   +0 15 37.9
 GQ0376;UTM  12      - 4,025,145.934   292,671.364   MT  1.00012964   -1 22 11.6
 GQ0376
 GQ0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0376!SPC AZ W     -   0.99974626  x   0.99995251  =   0.99969878
 GQ0376!UTM  12      -   0.99974626  x   1.00012964  =   0.99987587
 GQ0376
 GQ0376|---------------------------------------------------------------------|
 GQ0376| PID    Reference Object                     Distance      Geod. Az  |
 GQ0376|                                                           dddmmss.s |
 GQ0376| CH2948 COLD RM 1                             8.369 METERS 13900     |
 GQ0376| CH2949 COLD RM 2                             7.973 METERS 23742     |
 GQ0376| CH2947 COLD AZ MK                                         3195626.7 |
 GQ0376|---------------------------------------------------------------------|
 GQ0376
 GQ0376                          SUPERSEDED SURVEY CONTROL
 GQ0376
 GQ0376  NAD 83(1986)-  36 20 56.67711(N)    113 18 37.53751(W) AD(       ) 3
 GQ0376  NAD 27      -  36 20 56.75900(N)    113 18 34.77300(W) AD(       ) 3
 GQ0376  NGVD 29 (07/19/86) 1639.9    (m)         5380.     (f) VERT ANG    3  
 GQ0376
 GQ0376.Superseded values are not recommended for survey control.
 GQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0376.See file dsdata.txt to determine how the superseded data were derived.
 GQ0376
 GQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF9267125146(NAD 83)
 GQ0376_MARKER: DS = TRIANGULATION STATION DISK
 GQ0376_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0376_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0376
 GQ0376  HISTORY     - Date     Condition        Report By
 GQ0376  HISTORY     - 1953     MONUMENTED       CGS
 GQ0376
 GQ0376                          STATION DESCRIPTION
 GQ0376
 GQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0376'THE STATION IS LOCATED ON ROUND KNOLL, ON THE WEST SLOPE AND
 GQ0376'ON THE CREST OF A RIDGE BETWEEN COLD SPRINGS WASH AND WHITMORE
 GQ0376'WASH OR MULE CANYON.  IT IS ABOUT 4.5 MILES SOUTH AND 1.0
 GQ0376'MILE EAST OF THE MT. TRUMBULL SCHOOL, ABOUT 5 MILES WEST
 GQ0376'AND 1.0 MILE SOUTH OF MT. LOGAN, ABOUT 1.5 MILES SOUTH-SOUTHEAST
 GQ0376'OF A VERY SHARP, CONICAL SHAPPED AND LIGHT COLORED BUTTE,
 GQ0376'100 YARDS EAST OF A TRACK ROAD AND 20 FEET WEST OF A JUNIPER
 GQ0376'TREE WHICH IS ON THE HIGHEST POINT OF THE HILL.
 GQ0376'
 GQ0376'TO REACH FROM THE MT. TRUMBULL SCHOOL AND CROSSROADS IN THE
 GQ0376'COMMUNITY OF MT TRUMBULL WHICH LIE 50 MILES SOUTH-SOUTHEAST
 GQ0376'OF ST GEORGE, GO SOUTH FROM THE SCHOOL FOR 2 MILES TO A
 GQ0376'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 GQ0376'0.75 MILE TO WHERE A BLADED ROAD LEAVES THE LANE GOING TO THE
 GQ0376'LEFT.  TURN LEFT FOLLOWING THE BLADED ROAD FOR 0.3 MILE TO A
 GQ0376'GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE BLADED ROAD
 GQ0376'FOR 0.95 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 GQ0376'ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 GQ0376'ON THE LEFT.  CONTINUE ON FOR 0.3 MILE TO THE STATION ON
 GQ0376'THE LEFT AS DESCRIBED.
 GQ0376'
 GQ0376'THE STATION IS A STANDARD DISK STAMPED COLD 1953.  IT IS
 GQ0376'CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH PROJECTS
 GQ0376'3 INCHES.  THE EXPOSED BEDROCK IS A 6 FT X 6 FT SLAB.
 GQ0376'
 GQ0376'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLD NO 1 1953.
 GQ0376'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK ON THE SOUTH RIM
 GQ0376'OF THE HILL.  IT IS FLUSH WITH THE CREST OF THE HILL AND 3
 GQ0376'FEET LOWER THAN THE STATION ELEVATION.
 GQ0376'
 GQ0376'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLD NO 2 1953.
 GQ0376'IT IS CEMENTED IN A DRILL HOLE IN BED ROCK WHICH PROJECTS
 GQ0376'2 INCHES.  IT IS 3 FEET BELOW STATION ELEVATION.
 GQ0376'
 GQ0376'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLD 1953.  IT IS
 GQ0376'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS
 GQ0376'42 FEET EAST OF A TRACK ROAD ON THE WAY TO THE STATION, 40
 GQ0376'FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET NORTHWEST
 GQ0376'OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5904 ***********************************************************************
 DJ5904  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5904  DESIGNATION -  COLD AGUA
 DJ5904  PID         -  DJ5904
 DJ5904  STATE/COUNTY-  AZ/MARICOPA
 DJ5904  USGS QUAD   -  TOLLESON (1982)
 DJ5904
 DJ5904                         *CURRENT SURVEY CONTROL
 DJ5904  ___________________________________________________________________
 DJ5904* NAD 83(2007)-  33 26 21.03796(N)    112 20 03.45655(W)     ADJUSTED  
 DJ5904* NAVD 88     -       294.01   (meters)     964.6    (feet)  GPS OBS   
 DJ5904  ___________________________________________________________________
 DJ5904  EPOCH DATE  -        2007.00
 DJ5904  X           -  -2,024,696.332 (meters)                     COMP
 DJ5904  Y           -  -4,928,315.644 (meters)                     COMP
 DJ5904  Z           -   3,494,852.178 (meters)                     COMP
 DJ5904  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DJ5904  ELLIP HEIGHT-         263.646 (meters)          (03/21/07) ADJUSTED
 DJ5904  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DJ5904  HORZ ORDER  -  FIRST
 DJ5904  ELLP ORDER  -  FOURTH    CLASS I
 DJ5904
 DJ5904.The horizontal coordinates were established by GPS observations
 DJ5904.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5904
 DJ5904.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5904.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5904.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5904.The epoch date for horizontal control is a decimal equivalence
 DJ5904.of Year/Month/Day.
 DJ5904
 DJ5904.The orthometric height was determined by GPS observations and a
 DJ5904.high-resolution geoid model.
 DJ5904.The orthometric height was determined by GPS observations and a
 DJ5904.high-resolution geoid model using precise GPS observation and
 DJ5904.processing techniques.
 DJ5904
 DJ5904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5904
 DJ5904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5904
 DJ5904.The ellipsoidal height was determined by GPS observations
 DJ5904.and is referenced to NAD 83.
 DJ5904
 DJ5904.The geoid height was determined by GEOID03.
 DJ5904
 DJ5904;                    North         East     Units Scale Factor Converg.
 DJ5904;SPC AZ C     -   270,533.085   174,529.683   MT  0.99991858   -0 13 48.5
 DJ5904;SPC AZ C     -   887,575.74    572,603.95   iFT  0.99991858   -0 13 48.5
 DJ5904;UTM  12      - 3,700,771.786   375,972.606   MT  0.99978965   -0 44 07.3
 DJ5904
 DJ5904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5904!SPC AZ C     -   0.99995861  x   0.99991858  =   0.99987719
 DJ5904!UTM  12      -   0.99995861  x   0.99978965  =   0.99974827
 DJ5904
 DJ5904                          SUPERSEDED SURVEY CONTROL
 DJ5904
 DJ5904.No superseded survey control is available for this station.
 DJ5904
 DJ5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7597300772(NAD 83)
 DJ5904_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5904_STAMPING: COLD AGUA 2006
 DJ5904_MARK LOGO: NGS   
 DJ5904_PROJECTION: FLUSH
 DJ5904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5904+STABILITY: SURFACE MOTION
 DJ5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5904+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5904
 DJ5904  HISTORY     - Date     Condition        Report By
 DJ5904  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5904
 DJ5904                          STATION DESCRIPTION
 DJ5904
 DJ5904'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5904'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5904'ON DYSART ROAD 2.1KM TO RILEY DRIVE.  TRAVEL EAST ON RILEY DRIVE, 610M
 DJ5904'TO CUL-DE-SAC AND FLOOD CONTROL DISTRICT OF MARICOPA COUNTY FENCE
 DJ5904'LINE.  STATION IS A NGS HORIZONTAL CONTROL DISK, STAMPED COLD AGUA
 DJ5904'2006, IN A CONCRETE POST, LEVEL WITH GROUND.  STATION IS 23.5M NORTH
 DJ5904'OF THE EASTERLY PROJECTION OF RILEY DRIVE, 1M EAST OF A BARB WIRE
 DJ5904'FENCE AND 0.8M EAST OF A CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1060 ***********************************************************************
 DA1060  DESIGNATION -  COLFRED
 DA1060  PID         -  DA1060
 DA1060  STATE/COUNTY-  AZ/YUMA
 DA1060  USGS QUAD   -  TACNA (1982)
 DA1060
 DA1060                         *CURRENT SURVEY CONTROL
 DA1060  ___________________________________________________________________
 DA1060* NAD 83(1992)-  32 42 22.65904(N)    113 53 38.32751(W)     ADJUSTED  
 DA1060* NAVD 88     -       102.33   (+/-2cm)     335.7    (feet)  VERTCON   
 DA1060  ___________________________________________________________________
 DA1060  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DA1060  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA1060  HORZ ORDER  -  FIRST
 DA1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1060
 DA1060.The horizontal coordinates were established by classical geodetic methods
 DA1060.and adjusted by the National Geodetic Survey in August 1993.
 DA1060
 DA1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1060.The vertical order pertains to the NGVD 29 superseded value.
 DA1060
 DA1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1060
 DA1060.The geoid height was determined by GEOID03.
 DA1060
 DA1060;                    North         East     Units Scale Factor Converg.
 DA1060;SPC AZ W     -   189,197.752   199,861.109   MT  0.99993558   -0 04 40.1
 DA1060;SPC AZ W     -   620,727.53    655,712.30   iFT  0.99993558   -0 04 40.1
 DA1060;UTM  12      - 3,622,431.308   228,715.946   MT  1.00050758   -1 33 52.8
 DA1060
 DA1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1060!SPC AZ W     -   0.99998911  x   0.99993558  =   0.99992469
 DA1060!UTM  12      -   0.99998911  x   1.00050758  =   1.00049668
 DA1060
 DA1060|---------------------------------------------------------------------|
 DA1060| PID    Reference Object                     Distance      Geod. Az  |
 DA1060|                                                           dddmmss.s |
 DA1060| CH2955 COLFRED RM 3 AZIMUTH                               08343     |
 DA1060| CH2152 HIGHWAY 80 STA 1332+90 322.01                      0840605.9 |
 DA1060| DA1248 COLFRED RM 2                         17.680 METERS 20234     |
 DA1060| CH2954 COLFRED RM 1 TILTED                  19.310 METERS 26400     |
 DA1060| CH2953 COLFRED RM 1                         19.388 METERS 26435     |
 DA1060| DA1140 COLFRED RM 4                         23.545 METERS 34455     |
 DA1060|---------------------------------------------------------------------|
 DA1060
 DA1060                          SUPERSEDED SURVEY CONTROL
 DA1060
 DA1060  NAD 83(1986)-  32 42 22.65564(N)    113 53 38.33390(W) AD(       ) 1
 DA1060  NAD 27      -  32 42 22.48500(N)    113 53 35.59000(W) AD(       ) 1
 DA1060  NGVD 29 (??/??/92)  101.640  (m)          333.46   (f) ADJ UNCH    1 2
 DA1060
 DA1060.Superseded values are not recommended for survey control.
 DA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1060.See file dsdata.txt to determine how the superseded data were derived.
 DA1060
 DA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2871622431(NAD 83)
 DA1060_MARKER: DD = SURVEY DISK
 DA1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1060_STAMPING: COLFRED 1934 RS 1925
 DA1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1060+STABILITY: SURFACE MOTION
 DA1060
 DA1060  HISTORY     - Date     Condition        Report By
 DA1060  HISTORY     - 1934     MONUMENTED       USGS
 DA1060  HISTORY     - 1952     SEE DESCRIPTION  CGS
 DA1060  HISTORY     - 1952     GOOD             NGS
 DA1060  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1060  HISTORY     - 1962     GOOD             AMS
 DA1060  HISTORY     - 1971     GOOD             NGS
 DA1060  HISTORY     - 1981     GOOD             NGS
 DA1060
 DA1060                          STATION DESCRIPTION
 DA1060
 DA1060'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DA1060'STATION IS LOCATED 100 FEET N OF U.S. HIGHWAY 80 AND 0.75
 DA1060'MILE E OF THE RAILROAD STATION ON THE SOUTHERN PACIFIC CALLED
 DA1060'COLFRED.  STATION IS IN A NORTHWESTERLY DIRECTION FROM
 DA1060'BLOCK SIGNAL NO. 7483 ON RAILROAD.
 DA1060'
 DA1060'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DA1060'DISKS SET IN CONCRETE.
 DA1060'
 DA1060'REACHED FROM COLFRED BY GOING E ON MAIN HIGHWAY FOR 0.75
 DA1060'MILE TO THE ABOVE MENTIONED SIGNAL ON THE RAILROAD TRACKS.
 DA1060'FROM HERE HEAD NW FOR ABOUT 0.1 MILE TO THE STATION.
 DA1060'
 DA1060'SELECTED FOR LA PLACE STATION, POSO IS VISIBLE FROM THE
 DA1060'GROUND, AND WILL SERVE AS INITIAL FOR AZIMUTH.
 DA1060'
 DA1060'THIS STATION WAS ESTABLISHED IN 1925 BY THE U.S.G.S.
 DA1060
 DA1060                          STATION RECOVERY (1952)
 DA1060
 DA1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1060'STATION IS LOCATED, 8.4 MILES WEST ALONG U.S. HIGHWAY 80
 DA1060'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MOHAWK,
 DA1060'AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH TO A CANAL,
 DA1060'ON THE INSIDE OF A CURVE, 0.6 MILE EAST OF THE SECTION HOUSE
 DA1060'AT COLFRED, A STANDARD TRIANGULATION STATION DISK STAMPED
 DA1060'COLFRED 1934 RS 1925 (USGS) SET IN THE TOP OF A CONCRETE
 DA1060'POST PROJECTING 2 FEET ABOVE THE GROUND, 86.4 FEET NORTH
 DA1060'OF THE CENTER LINE OF THE HIGHWAY, 58.5 FEET NORTH OF R.M.
 DA1060'NO. 2, 28-1/2 FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET
 DA1060'ABOVE THE HIGHWAY, NOTE--THIS MARK IS LOOSE.  REFERENCE MARK
 DA1060'NO 1, A STANDARD (USGS) REFERENCE MARK STAMPED COLFRED NO.
 DA1060'1 1934, NOTE--THIS MARK HAS BEEN HIT BY A DOZER AND IS
 DA1060'LEANING AT ABOUT A 40 DEGREE ANGLE, CONSIDERED UNSTABLE, WAS
 DA1060'NOT LEVELED OVER IN 1952.  REFERENCE MARK NO. 2, A
 DA1060'STANDARD (USGS) REFERENCE MARK STAMPED COLFRED NO. 2 1934 SET
 DA1060'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA1060'THE GROUND, 58.8 FEET SOUTH OF THE STATION, 35.6 FEET
 DA1060'NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE
 DA1060'CENTER LINE OF A DIRT ROAD, 0.8 FOOT LOWER THAN THE
 DA1060'HIGHWAY.
 DA1060
 DA1060                          STATION RECOVERY (1952)
 DA1060
 DA1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA1060'8.4 MI W FROM MOHAWK.
 DA1060'8.4 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1060'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, AT THE T JUNCTION OF A
 DA1060'DIRT ROAD LEADING NORTH TO A CANAL, ON THE INSIDE OF A CURVE, 0.6 MILE
 DA1060'EAST OF THE SECTION HOUSE AT COLFRED, 86.4 FEET NORTH OF THE CENTER
 DA1060'LINE OF THE HIGHWAY, 58.5 FEET NORTH OF R.M. NO. 2, 28 1/2 FEET EAST
 DA1060'OF THE CENTER OF A DIRT ROAD, 2 FEET ABOVE THE HIGHWAY, AND SET IN THE
 DA1060'TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND.
 DA1060
 DA1060                          STATION RECOVERY (1960)
 DA1060
 DA1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1060'THE STATION AND REFERENCE MARK 1 WAS RECOVERED HOWEVER THE
 DA1060'STATION MARK WAS FOUND TO BE VERY UNSTABLE THEREFORE WAS
 DA1060'RESET, REFERENCE MARK 1 WAS FOUND TILTED BY CONSTRUCTION
 DA1060'EQUIPMENT, REFERENCE MARK 2 HAS BEEN DESTROYED AND REFERENCE
 DA1060'MARK 3 (AZIMUTH MARK) WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE
 DA1060'MARK 4 AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 DA1060'OCCUPATION.  A COMPLETE DESCRIPTION FOLLOWS--
 DA1060'
 DA1060'THE STATION IS 3.4 MILES EASTERLY ALONG U.S. HIGHWAY 80
 DA1060'FROM THE TACNA POST OFFICE, 0.2 MILE EAST OF HIGHWAY MILE
 DA1060'POST 48, 85 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DA1060'20 FEET EAST OF THE CENTER LINE OF A DIRT ROAD AND 6 FEET
 DA1060'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1060'
 DA1060'THE STATION, WITH A C AND GS UNDERGROUND MARK, IS A STANDARD
 DA1060'USGS BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DA1060'POST SET 1-FOOT BELOW THE SURFACE OF THE GROUND.  IT IS
 DA1060'STAMPED COLFRED RS 1925 COLFRED USC AND GS 1934 RESET 1960.
 DA1060'
 DA1060'REFERENCE MARK 1, STAMPED COLFRED USGS NO 1 1934, IS A STANDARD
 DA1060'DISK SET IN A SQUARE CONCRETE POST PROJECTING 8 INCHES AND
 DA1060'IS TILTED ABOUT 40 DEGREES TO THE SOUTH.
 DA1060'
 DA1060'REFERENCE MARK 4, STAMPED COLFRED 1960, IS A STANDARD DISK
 DA1060'SET IN CONCRETE IN THE TOP OF A 4-INCH SOIL PIPE FLUSH WITH THE
 DA1060'TOP OF A SMALL MOUND OF EARTH ABOUT 15 FEET NORTHWEST OF THE
 DA1060'CENTER LINE OF A DIRT ROAD WHICH PASSES BETWEEN IT AND
 DA1060'THE STATION.
 DA1060'
 DA1060'THE AZIMUTH MARK IS A BRASS DISK OF THE ARIZONA HIGHWAY
 DA1060'DEPARTMENT SET IN A DRILL HOLE IN THE TOP CENTER OF THE SOUTH
 DA1060'HEADWALL OF A BOX CULVERT, 0.3 MILE EAST OF THE STATION, 17.5
 DA1060'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80 AND ABOUT
 DA1060'LEVEL WITH THE HIGHWAY .  IT IS STAMPED 322.01 1332+90 1333+34.17
 DA1060'1941.
 DA1060'
 DA1060'A 2-WHEEL DRIVE STATION.
 DA1060'
 DA1060'THE OBSERVATION OF A CHECK ANGLE FROM THE RESET STATION MARK,
 DA1060'BETWEEN POSO TO HAWK AGREED WITH THE ADJUSTED VALUES BY
 DA1060'0.99 SECONDS.
 DA1060
 DA1060                          STATION RECOVERY (1962)
 DA1060
 DA1060'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1060'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DA1060
 DA1060                          STATION RECOVERY (1971)
 DA1060
 DA1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1060'THE STATION MARKS, REFERENCE MARKS 1, 2 AND 4 HAVE BEEN DESTROYED BY
 DA1060'CONSTRUCTION IN THE AREA.
 DA1060'
 DA1060'THE AZIMUTH MARK B M 322.01 (AHD) 0.3 MILE EAST OF THE STATION WAS
 DA1060'FOUND AND USED AS A AZIMUTH MARK TO TRIANGULATION STATION COLFRED
 DA1060'(USGS) 2.
 DA1060'
 DA1060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES EAST
 DA1060'OF TACNA.
 DA1060
 DA1060                          STATION RECOVERY (1981)
 DA1060
 DA1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1195 ***********************************************************************
 DA1195  DESIGNATION -  COLFRED 2
 DA1195  PID         -  DA1195
 DA1195  STATE/COUNTY-  AZ/YUMA
 DA1195  USGS QUAD   -  TACNA (1982)
 DA1195
 DA1195                         *CURRENT SURVEY CONTROL
 DA1195  ___________________________________________________________________
 DA1195* NAD 83(1992)-  32 42 22.89804(N)    113 53 36.16852(W)     ADJUSTED  
 DA1195* NAVD 88     -       101.302  (meters)     332.36   (feet)  ADJUSTED  
 DA1195  ___________________________________________________________________
 DA1195  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DA1195  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1195  DYNAMIC HT  -         101.184 (meters)     331.97  (feet)  COMP
 DA1195  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DA1195
 DA1195  HORZ ORDER  -  FIRST
 DA1195  VERT ORDER  -  FIRST     CLASS II
 DA1195
 DA1195.The horizontal coordinates were established by classical geodetic methods
 DA1195.and adjusted by the National Geodetic Survey in August 1993.
 DA1195
 DA1195.The orthometric height was determined by differential leveling
 DA1195.and adjusted in June 1991.
 DA1195
 DA1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1195
 DA1195.The geoid height was determined by GEOID03.
 DA1195
 DA1195.The dynamic height is computed by dividing the NAVD 88
 DA1195.geopotential number by the normal gravity value computed on the
 DA1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1195.degrees latitude (g = 980.6199 gals.).
 DA1195
 DA1195.The modeled gravity was interpolated from observed gravity values.
 DA1195
 DA1195;                    North         East     Units Scale Factor Converg.
 DA1195;SPC AZ W     -   189,205.038   199,917.346   MT  0.99993556   -0 04 38.9
 DA1195;SPC AZ W     -   620,751.44    655,896.80   iFT  0.99993556   -0 04 38.9
 DA1195;UTM  12      - 3,622,437.135   228,772.385   MT  1.00050721   -1 33 51.6
 DA1195
 DA1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1195!SPC AZ W     -   0.99998927  x   0.99993556  =   0.99992483
 DA1195!UTM  12      -   0.99998927  x   1.00050721  =   1.00049647
 DA1195
 DA1195|---------------------------------------------------------------------|
 DA1195| PID    Reference Object                     Distance      Geod. Az  |
 DA1195|                                                           dddmmss.s |
 DA1195| DA1194 COLFRED 2 RM 5                       19.916 METERS 07224     |
 DA1195| CH2152 HIGHWAY 80 STA 1332+90 322.01                      0841940.0 |
 DA1195| CH2956 COLFRED 2 RM 6                       24.136 METERS 32216     |
 DA1195|---------------------------------------------------------------------|
 DA1195
 DA1195                          SUPERSEDED SURVEY CONTROL
 DA1195
 DA1195  NAD 83(1986)-  32 42 22.89453(N)    113 53 36.17563(W) AD(       ) 1
 DA1195  NAD 27      -  32 42 22.72356(N)    113 53 33.43138(W) AD(       ) 1
 DA1195  NGVD 29 (07/19/86)   99.9    (m)          328.     (f) VERT ANG    3  
 DA1195
 DA1195.Superseded values are not recommended for survey control.
 DA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1195.See file dsdata.txt to determine how the superseded data were derived.
 DA1195
 DA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2877222437(NAD 83)
 DA1195_MARKER: DS = TRIANGULATION STATION DISK
 DA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1195_SP_SET: CONCRETE POST
 DA1195_STAMPING: COLFRED 2 USGS 1971
 DA1195_MARK LOGO: NGS   
 DA1195_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1195+STABILITY: SURFACE MOTION
 DA1195
 DA1195  HISTORY     - Date     Condition        Report By
 DA1195  HISTORY     - 1971     MONUMENTED       USGS
 DA1195  HISTORY     - 1981     GOOD             NGS
 DA1195  HISTORY     - 20090206 POOR             GEOCAC
 DA1195
 DA1195                          STATION DESCRIPTION
 DA1195
 DA1195'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WMJ)
 DA1195'THE STATION IS LOCATED ABOUT 15 MILES EAST OF WELLTON, 3.5 MILES
 DA1195'EAST OF TACNA, ON PROPERTY OWNED BY SPENCER AND SPENCER.
 DA1195'
 DA1195'TO REACH THE STATION FROM THE POST OFFICE IN TACNA GO EAST ON
 DA1195'U.S. HIGHWAY 80 FOR 3.5 MILES TO A SIDE ROAD LEFT AND THE STATION
 DA1195'ON THE LEFT.
 DA1195'
 DA1195'TO REACH THE AZIMUTH MARK CONTINUE AHEAD EAST ON U.S. HIGHWAY 80
 DA1195'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DA1195'
 DA1195'THE STATION MARKS ARE STANDARD DISKS STAMPED COLFRED (USGS) 2 1971,
 DA1195'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DA1195'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 99 FEET EAST OF
 DA1195'A GRAVELED ROAD, 85 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 80,
 DA1195'AND 5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 DA1195'UNDERGROUND DISK IS ABOUT 42 INCHES UNDERGROUND.
 DA1195'
 DA1195'REFERENCE MARK 5 IS A STANDARD DISK STAMPED COLFRED (USGS) 2 NO 5
 DA1195'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DA1195'WHICH PROJECTS 4 INCHES.  IT IS 93 FEET NORTH OF THE CENTER OF
 DA1195'U.S. HIGHWAY 80, AND 66 FEET EAST OF THE METAL WITNESS POST WITH
 DA1195'SIGN ATTACHED.
 DA1195'
 DA1195'REFERENCE MARK 6 IS A STANDARD DISK STAMPED COLFRED (USGS) 2 NO 6
 DA1195'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DA1195'WHICH PROJECTS 4 INCHES.  IT IS 74 FEET NORTHWEST OF THE METAL
 DA1195'WITNESS POST WITH SIGN ATTACHED, AND 48 FEET EAST OF THE CENTER OF
 DA1195'THE GRAVEL ROAD.
 DA1195'
 DA1195'THE AZIMUTH MARK IS ARIZONA HIGHWAY DEPARTMENT BENCH MARK DISK
 DA1195'STAMPED 322.01 1332+90= 1333+34.17 1941, SET IN A DRILL HOLE IN THE
 DA1195'SOUTH OF A BRIDGE WHICH PROJECTS 1 FOOT ABOVE THE HIGHWAY.  IT IS
 DA1195'23 FEET WEST OF THE EAST END OF THE HEADWALL, 21 FEET EAST OF THE
 DA1195'WEST END OF HEADWALL, AND 17 FEET SOUTH OF THE CENTER OF U.S.
 DA1195'HIGHWAY 80.
 DA1195'
 DA1195'HEIGHT OF LIGHT ABOVE STATION MARK 22.23 METERS.
 DA1195
 DA1195                          STATION RECOVERY (1981)
 DA1195
 DA1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1195'5.6 KM (3.5 MI) NE FROM TACNA.
 DA1195'5.6 KM (3.5 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1195'IN TACNA, 0.25 KM (0.15 MI) NORTHEAST OF THE RIO FARMS INC. COOLING
 DA1195'PLANT, AT A LARGE PINK OIL TANK NUMBER 327B-01, 25.9 M (85.0 FT)
 DA1195'NORTHWEST OF THE HIGHWAY, 30.2 M (99.0 FT) EAST OF THE CENTERLINE OF
 DA1195'A GRAVEL ROAD LEADING NORTH, 19.9 M (65.3 FT) SOUTHWEST OF COLFRED 2
 DA1195'RM 5.
 DA1195'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 DA1195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1195
 DA1195                          STATION RECOVERY (2009)
 DA1195
 DA1195'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1195'THE LOCATION OF THE STATION IS NOW A YUMA COUNTY PUBLIC WORKS YARD. AT
 DA1195'THE LOCATION OF THE
 DA1195'STATION I COULD SEE THE A MONUMENT UPTURNED AND LYING ON ITS SIDE, BUT
 DA1195'WAS UNABLE TO GET
 DA1195'CLOSE ENOUGH TO VERIFY THE STAMPING ON THE DISK DUE TO A LOCKED GATE
 DA1195'AND FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1194 ***********************************************************************
 DA1194  DESIGNATION -  COLFRED 2 RM 5
 DA1194  PID         -  DA1194
 DA1194  STATE/COUNTY-  AZ/YUMA
 DA1194  USGS QUAD   -  TACNA (1982)
 DA1194
 DA1194                         *CURRENT SURVEY CONTROL
 DA1194  ___________________________________________________________________
 DA1194* NAD 83(1986)-  32 42 23.     (N)    113 53 36.     (W)     SCALED    
 DA1194* NAVD 88     -       101.022  (meters)     331.44   (feet)  ADJUSTED  
 DA1194  ___________________________________________________________________
 DA1194  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1194  DYNAMIC HT  -         100.905 (meters)     331.05  (feet)  COMP
 DA1194  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DA1194
 DA1194  VERT ORDER  -  FIRST     CLASS II
 DA1194
 DA1194.The horizontal coordinates were scaled from a topographic map and have
 DA1194.an estimated accuracy of +/- 6 seconds.
 DA1194
 DA1194.The orthometric height was determined by differential leveling
 DA1194.and adjusted in June 1991.
 DA1194
 DA1194.The geoid height was determined by GEOID03.
 DA1194
 DA1194.The dynamic height is computed by dividing the NAVD 88
 DA1194.geopotential number by the normal gravity value computed on the
 DA1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1194.degrees latitude (g = 980.6199 gals.).
 DA1194
 DA1194.The modeled gravity was interpolated from observed gravity values.
 DA1194
 DA1194;                    North         East    Units  Estimated Accuracy
 DA1194;SPC AZ W     -   189,210.      199,920.      MT  (+/- 180 meters Scaled)
 DA1194
 DA1194                          SUPERSEDED SURVEY CONTROL
 DA1194
 DA1194.No superseded survey control is available for this station.
 DA1194
 DA1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB287224(NAD 83)
 DA1194_MARKER: DR = REFERENCE MARK DISK
 DA1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1194_SP_SET: CONCRETE POST
 DA1194_STAMPING: COLFRED 2 NO 5 USGS 1971
 DA1194_MARK LOGO: NGS   
 DA1194_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1194+STABILITY: SURFACE MOTION
 DA1194
 DA1194  HISTORY     - Date     Condition        Report By
 DA1194  HISTORY     - 1971     MONUMENTED       USGS
 DA1194  HISTORY     - 1981     GOOD             NGS
 DA1194
 DA1194                          STATION DESCRIPTION
 DA1194
 DA1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1194'5.6 KM (3.5 MI) NE FROM TACNA.
 DA1194'5.6 KM (3.5 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1194'IN TACNA, 0.25 KM (0.15 MI) NORTHEAST OF THE RIO FARMS INC COOLING
 DA1194'PLANT, AT A LARGE PINK OIL TANK NUMBER 327B-01, 28.3 M (93.0 FT)
 DA1194'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.9 M (65.3 FT) NORTHEAST
 DA1194'OF STATION COLFRED 2 USGS.
 DA1194'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1433 ***********************************************************************
 DA1433  DESIGNATION -  COLFRED OFFSET
 DA1433  PID         -  DA1433
 DA1433  STATE/COUNTY-  AZ/YUMA
 DA1433  USGS QUAD   -  TACNA (1982)
 DA1433
 DA1433                         *CURRENT SURVEY CONTROL
 DA1433  ___________________________________________________________________
 DA1433* NAD 83(1992)-  32 42 20.94991(N)    113 53 38.04567(W)     ADJUSTED  
 DA1433* NAVD 88     -       101.52   (+/-2cm)     333.1    (feet)  VERTCON   
 DA1433  ___________________________________________________________________
 DA1433  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DA1433  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA1433  HORZ ORDER  -  FIRST
 DA1433  VERT ORDER  -  THIRD ? (See Below)
 DA1433
 DA1433.The horizontal coordinates were established by classical geodetic methods
 DA1433.and adjusted by the National Geodetic Survey in August 1993.
 DA1433
 DA1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1433.The vertical order pertains to the NGVD 29 superseded value.
 DA1433
 DA1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1433
 DA1433.The geoid height was determined by GEOID03.
 DA1433
 DA1433;                    North         East     Units Scale Factor Converg.
 DA1433;SPC AZ W     -   189,145.095   199,868.378   MT  0.99993558   -0 04 39.9
 DA1433;SPC AZ W     -   620,554.77    655,736.15   iFT  0.99993558   -0 04 39.9
 DA1433;UTM  12      - 3,622,378.450   228,721.849   MT  1.00050754   -1 33 52.6
 DA1433
 DA1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1433!SPC AZ W     -   0.99998923  x   0.99993558  =   0.99992481
 DA1433!UTM  12      -   0.99998923  x   1.00050754  =   1.00049677
 DA1433
 DA1433:                Primary Azimuth Mark                     Grid Az
 DA1433:SPC AZ W     -  HAWK                                     067 53 36.1
 DA1433:UTM  12      -  HAWK                                     069 22 48.8
 DA1433
 DA1433|---------------------------------------------------------------------|
 DA1433| PID    Reference Object                     Distance      Geod. Az  |
 DA1433|                                                           dddmmss.s |
 DA1433| DA1436 HAWK                                APPROX.13.4 KM 0674856.2 |
 DA1433| CH2950 COLFRED OFFSET RM 1                                09158     |
 DA1433| CH2951 COLFRED OFFSET RM 2                                17259     |
 DA1433| CH2952 COLFRED OFFSET RM 3                                24557     |
 DA1433| DA1060 COLFRED                              53.160 METERS 35204     |
 DA1433|---------------------------------------------------------------------|
 DA1433
 DA1433                          SUPERSEDED SURVEY CONTROL
 DA1433
 DA1433  NAD 83(1986)-  32 42 20.94631(N)    113 53 38.05204(W) AD(       ) 1
 DA1433  NAD 27      -  32 42 20.77566(N)    113 53 35.30816(W) AD(       ) 1
 DA1433  NGVD 29 (07/19/86)  100.83   (m)          330.8    (f) LEVELING    3  
 DA1433
 DA1433.Superseded values are not recommended for survey control.
 DA1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1433.See file dsdata.txt to determine how the superseded data were derived.
 DA1433
 DA1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2872222378(NAD 83)
 DA1433_MARKER: DD = SURVEY DISK
 DA1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1433
 DA1433  HISTORY     - Date     Condition        Report By
 DA1433  HISTORY     - 1965     MONUMENTED       AMS
 DA1433
 DA1433                          STATION DESCRIPTION
 DA1433
 DA1433'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1965
 DA1433'COLFRED OFFSET, 1965 WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD
 DA1433'PARTY IN CONJUNCTION WITH THE PRECISE GEODIMETER TRAVERSE FROM
 DA1433'GORDON WELLS, CALIFORNIA TO PIEDRA, ARIZONA.
 DA1433'
 DA1433'THE STATION MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET ARMY MAP SERVICE 1965, SET IN TOP OF A 6 INCH SQUARE
 DA1433'CONCRETE POST, WITH A 2 FOOT COLLAR OF CONCRETE SURROUNDING THE
 DA1433'POST.  IT IS FLUSH WITH GROUND SURFACE.
 DA1433'
 DA1433'THE UNDERGROUND MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET AMS 1965, SET IN A CONCRETE MASS CENTERED BENEATH THE
 DA1433'SURFACE MARK.
 DA1433'
 DA1433'THE STATION IS LOCATED 3.4 MILES EAST OF TACNA, ARIZONA, 93 FEET
 DA1433'WEST-SOUTHWEST OF A WHITE STEEL RAILROAD BEAM USED AS A RAILROAD
 DA1433'RIGHT-OF-WAY MARKER, 88.5 FEET SOUTH OF THE CENTERLINE OF U. S.
 DA1433'HIGHWAY 80, 52.1 FEET NORTH OF THE NORTH RAIL OF THE SANTA FE
 DA1433'RAILROAD, AND 2.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 DA1433'ATTACHED.  IT IS 53.163 METERS SOUTH-SOUTHEAST OF COLFRED.
 DA1433'
 DA1433'TO REACH THE STATION FROM THE TACNA POST OFFICE GO EAST ON U. S. 80
 DA1433'FOR 3.2 MILES TO MILE POST 48.  CONTINUE EAST 0.2 MILE TO THE
 DA1433'STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 DA1433'
 DA1433'REFERENCE MARK NO. 1--A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET RM NO 1 ARMY MAP SERVICE 1965, SET IN TOP OF A 6 INCH
 DA1433'SQUARE CONCRETE POST THAT PROJECTS 0.6 FOOT ABOVE THE GROUND.  IT
 DA1433'IS 85.625 FEET EAST OF THE STATION AND 2.4 FEET NORTH OF A
 DA1433'TELEGRAPH POLE.
 DA1433'
 DA1433'REFERENCE MARK NO. 2--A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET RM NO 2 ARMY MAP SERVICE 1965, SET IN THE TOP OF A 6
 DA1433'INCH SQUARE CONCRETE POST WHICH PROJECTS 0.5 FEET ABOVE THE
 DA1433'GROUND.  IT IS 184.87 FEET SOUTH OF THE STATION AND 3.2 FEET NORTH
 DA1433'OF A TELEGRAPH POLE.
 DA1433'
 DA1433'REFERENCE MARK NO. 3--A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 DA1433'COLFRED OFFSET RM NO 3 ARMY MAP SERVICE 1965, SET IN THE TOP OF A 6
 DA1433'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.4 FOOT ABOVE THE
 DA1433'GROUND.  IT IS 96.703 FEET WEST-SOUTHWEST OF THE STATION AND 2.8
 DA1433'FEET SOUTH OF A TELEGRAPH POLE.
 DA1433'
 DA1433'REFERENCE MARK NO 4--A USC AND GS SUB-SURFACE DISK, STAMPED COLFRED
 DA1433'1960, SET IN A MASS OF CONCRETE WHICH WILL BE ABOUT 2 FEET BELOW THE
 DA1433'GROUND SURFACE WHEN CONSTRUCTION IN THE AREA IS COMPLETE.  IT IS
 DA1433'THE UNDERGROUND MARK FOR USC AND GS STATION COLFRED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0896 ***********************************************************************
 FQ0896  DESIGNATION -  COLISEUM
 FQ0896  PID         -  FQ0896
 FQ0896  STATE/COUNTY-  AZ/NAVAJO
 FQ0896  USGS QUAD   -  FIVE BUTTES (1972)
 FQ0896
 FQ0896                         *CURRENT SURVEY CONTROL
 FQ0896  ___________________________________________________________________
 FQ0896* NAD 83(1992)-  35 22 29.15493(N)    110 06 50.35999(W)     ADJUSTED  
 FQ0896* NAVD 88     -      1936.9    (meters)    6355.     (feet)  VERTCON   
 FQ0896  ___________________________________________________________________
 FQ0896  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FQ0896  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 FQ0896  HORZ ORDER  -  THIRD
 FQ0896
 FQ0896.The horizontal coordinates were established by classical geodetic methods
 FQ0896.and adjusted by the National Geodetic Survey in August 1993.
 FQ0896
 FQ0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0896
 FQ0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0896
 FQ0896.The geoid height was determined by GEOID03.
 FQ0896
 FQ0896;                    North         East     Units Scale Factor Converg.
 FQ0896;SPC AZ E     -   485,149.293   218,146.351   MT  0.99990028   +0 01 49.8
 FQ0896;SPC AZ E     - 1,591,697.16    715,703.25   iFT  0.99990028   +0 01 49.8
 FQ0896;UTM  12      - 3,914,964.657   580,480.692   MT  0.99967982   +0 30 46.7
 FQ0896
 FQ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0896!SPC AZ E     -   0.99969963  x   0.99990028  =   0.99959994
 FQ0896!UTM  12      -   0.99969963  x   0.99967982  =   0.99937955
 FQ0896
 FQ0896|---------------------------------------------------------------------|
 FQ0896| PID    Reference Object                     Distance      Geod. Az  |
 FQ0896|                                                           dddmmss.s |
 FQ0896| CR9957 COLISEUM RM 2                         5.108 METERS 05931     |
 FQ0896| CR9956 COLISEUM RM 1                         8.291 METERS 18220     |
 FQ0896| FQ0721 SHEEP                               APPROX.10.3 KM 2394825.5 |
 FQ0896|---------------------------------------------------------------------|
 FQ0896
 FQ0896                          SUPERSEDED SURVEY CONTROL
 FQ0896
 FQ0896  NAD 83(1986)-  35 22 29.15144(N)    110 06 50.36225(W) AD(       ) 3
 FQ0896  NGVD 29 (02/23/90) 1936.0    (m)         6352.     (f) VERT ANG    3  
 FQ0896
 FQ0896.Superseded values are not recommended for survey control.
 FQ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0896.See file dsdata.txt to determine how the superseded data were derived.
 FQ0896
 FQ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8048114965(NAD 83)
 FQ0896_MARKER: DS = TRIANGULATION STATION DISK
 FQ0896_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0896_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0896+STABILITY: POSITION/ELEVATION WELL
 FQ0896
 FQ0896  HISTORY     - Date     Condition        Report By
 FQ0896  HISTORY     - 1966     MONUMENTED       USGS
 FQ0896
 FQ0896                          STATION DESCRIPTION
 FQ0896
 FQ0896'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0896'LOCATED ABOUT 41 MI NE. OF WINSLOW, ABOUT 14 MI N. OF SOUTH
 FQ0896'BOUNDARY OF NAVAJO RESERVATION, ABOUT 12 MI E. OF DILKON, ABOUT
 FQ0896'3.5 MI SW. OF BIDAHOCHI TRADING POST.  ON HIGHEST PART OF MTN.
 FQ0896'
 FQ0896'STATION REACHED BY HELICOPTER.
 FQ0896'
 FQ0896'STATION MARK--STANDARD TABLET STAMPED---COLISEUM 1966---, CEMENTED
 FQ0896'IN DRILL HOLE ON TOP OF ROCK OUTCROP PROJECTING 0.5 FT.
 FQ0896'
 FQ0896'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0896'HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0896'
 FQ0896'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0896'HOLE ON TOP OF ROCK OUTCROP FLUSH WITH GROUND.
 FQ0896'
 FQ0896'1973 RECOVERY--NEW TO REACH FOLLOWS.
 FQ0896'
 FQ0896'TO REACH FROM TRADING POST AT INDIAN WELLS, GO 3.2 MI SE. ON
 FQ0896'GRADED RD. TOWARD DILKON TO REVERSE Y-RD.  TURN LEFT 1.2 MI TO
 FQ0896'POINT JUST N. OF LARGE DRAIN.  LEAVE RD. RIGHT ACROSS DRAIN AND
 FQ0896'WORK WAY UP MOST GENTLE OF RIDGES SW. ABOUT 0.4 MI TO END OF
 FQ0896'TRUCK TRAVEL (4-WHEEL DRIVE IS NEEDED TO DRIVE RIDGE).  GO W. TO
 FQ0896'BASE OF STEEP PART OF HILL AND FOLLOW GAME TRAIL TO TOP AND
 FQ0896'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0370 ***********************************************************************
 CF0370  DESIGNATION -  COLLEGE
 CF0370  PID         -  CF0370
 CF0370  STATE/COUNTY-  AZ/COCHISE
 CF0370  USGS QUAD   -  PAUL SPUR (1957)
 CF0370
 CF0370                         *CURRENT SURVEY CONTROL
 CF0370  ___________________________________________________________________
 CF0370* NAD 83(1992)-  31 21 50.68214(N)    109 41 32.79556(W)     ADJUSTED  
 CF0370* NAVD 88     -      1261.2    (meters)    4138.     (feet)  VERTCON   
 CF0370  ___________________________________________________________________
 CF0370  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CF0370  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CF0370  HORZ ORDER  -  SECOND
 CF0370
 CF0370.The horizontal coordinates were established by classical geodetic methods
 CF0370.and adjusted by the National Geodetic Survey in August 1993.
 CF0370
 CF0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0370
 CF0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0370
 CF0370.The geoid height was determined by GEOID03.
 CF0370
 CF0370;                    North         East     Units Scale Factor Converg.
 CF0370;SPC AZ E     -    40,459.451   258,473.103   MT  0.99992509   +0 14 48.6
 CF0370;SPC AZ E     -   132,740.98    848,008.87   iFT  0.99992509   +0 14 48.6
 CF0370;UTM  12      - 3,470,690.720   624,355.509   MT  0.99979074   +0 40 50.3
 CF0370
 CF0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0370!SPC AZ E     -   0.99980631  x   0.99992509  =   0.99973141
 CF0370!UTM  12      -   0.99980631  x   0.99979074  =   0.99959709
 CF0370
 CF0370|---------------------------------------------------------------------|
 CF0370| PID    Reference Object                     Distance      Geod. Az  |
 CF0370|                                                           dddmmss.s |
 CF0370| CS5395 COLLEGE RM 1                         10.188 METERS 09725     |
 CF0370| CS5396 COLLEGE RM 2                         10.275 METERS 27658     |
 CF0370|---------------------------------------------------------------------|
 CF0370
 CF0370                          SUPERSEDED SURVEY CONTROL
 CF0370
 CF0370  NAD 83(1986)-  31 21 50.67764(N)    109 41 32.78028(W) AD(       ) 2
 CF0370  NGVD 29 (03/13/91) 1260.4    (m)         4135.     (f) VERT ANG    3  
 CF0370
 CF0370.Superseded values are not recommended for survey control.
 CF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0370.See file dsdata.txt to determine how the superseded data were derived.
 CF0370
 CF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2435670691(NAD 83)
 CF0370_MARKER: DS = TRIANGULATION STATION DISK
 CF0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0370+STABILITY: SURFACE MOTION
 CF0370
 CF0370  HISTORY     - Date     Condition        Report By
 CF0370  HISTORY     - 1982     MONUMENTED       AZDT
 CF0370  HISTORY     - 19981001 GOOD             USPSQD
 CF0370
 CF0370                          STATION DESCRIPTION
 CF0370
 CF0370'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0370'THE STATION IS LOCATED 9 MILES NORTHWEST OF DOUGLAS, 0.15 MILE WEST OF
 CF0370'THE ENTRANCE TO COCHISE COLLEGE ALONG US HIGHWAY 80.
 CF0370'
 CF0370'THE STATION MARK IS AN ADOT DISK STAMPED---COLLEGE 1982---SET IN
 CF0370'TOP OF A 10 INCH MONUMENT.  IT IS 122 FEET NORTH OF THE CENTER OF THE
 CF0370'HIGHWAY, 7 FEET SOUTH OF THE RIGHT OF WAY FENCELINE AND 3 FEET NORTH
 CF0370'OF THE WITNESS POST.
 CF0370'
 CF0370'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---COLLEGE RM 1 1982---
 CF0370'SET IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0370'
 CF0370'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---COLLEGE RM 2 1982---
 CF0370'SET IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0370'
 CF0370'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL WEST 1
 CF0370'BLOCK TO U.S. HIGHWAY 80.  TURN RIGHT ALONG US HIGHWAY 80 FOR 1.8
 CF0370'MILES TO THE JUNCTION WITH U.S. HIGHWAY 666, CONTINUE WEST ALONG
 CF0370'U.S. 80 FOR 4.6 MILES TO THE STATION ON THE RIGHT WHICH IS JUST PAST
 CF0370'WEST POINT STREET.
 CF0370
 CF0370                          STATION RECOVERY (1998)
 CF0370
 CF0370'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0483 ***********************************************************************
 ER0483  DESIGNATION -  COLOR
 ER0483  PID         -  ER0483
 ER0483  STATE/COUNTY-  AZ/APACHE
 ER0483  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0483
 ER0483                         *CURRENT SURVEY CONTROL
 ER0483  ___________________________________________________________________
 ER0483* NAD 83(1992)-  34 11 34.65728(N)    109 19 23.93057(W)     ADJUSTED  
 ER0483* NAVD 88     -      2093.7    (meters)    6869.     (feet)  VERTCON   
 ER0483  ___________________________________________________________________
 ER0483  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 ER0483  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 ER0483  HORZ ORDER  -  SECOND
 ER0483
 ER0483.The horizontal coordinates were established by classical geodetic methods
 ER0483.and adjusted by the National Geodetic Survey in August 1993.
 ER0483
 ER0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0483
 ER0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0483
 ER0483.The geoid height was determined by GEOID03.
 ER0483
 ER0483;                    North         East     Units Scale Factor Converg.
 ER0483;SPC AZ E     -   354,377.171   291,089.607   MT  0.99997445   +0 28 26.3
 ER0483;SPC AZ E     - 1,162,654.76    955,018.40   iFT  0.99997445   +0 28 26.3
 ER0483;UTM  12      - 3,784,821.983   654,495.514   MT  0.99989423   +0 56 32.8
 ER0483
 ER0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0483!SPC AZ E     -   0.99967499  x   0.99997445  =   0.99964945
 ER0483!UTM  12      -   0.99967499  x   0.99989423  =   0.99956925
 ER0483
 ER0483|---------------------------------------------------------------------|
 ER0483| PID    Reference Object                     Distance      Geod. Az  |
 ER0483|                                                           dddmmss.s |
 ER0483| CD1825 COLOR RM 1                           11.447 METERS 10736     |
 ER0483| ER0482 BECK                                APPROX. 2.7 KM 1625027.2 |
 ER0483| CD1826 COLOR RM 2                           15.803 METERS 21300     |
 ER0483|---------------------------------------------------------------------|
 ER0483
 ER0483                          SUPERSEDED SURVEY CONTROL
 ER0483
 ER0483  NAD 83(1986)-  34 11 34.65590(N)    109 19 23.93705(W) AD(       ) 2
 ER0483  NAD 27      -  34 11 34.49185(N)    109 19 21.62314(W) AD(       ) 2
 ER0483  NGVD 29 (07/19/86) 2092.8    (m)         6866.     (f) VERT ANG    3  
 ER0483
 ER0483.Superseded values are not recommended for survey control.
 ER0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0483.See file dsdata.txt to determine how the superseded data were derived.
 ER0483
 ER0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5449684822(NAD 83)
 ER0483_MARKER: DD = SURVEY DISK
 ER0483_SETTING: 80 = SET IN A BOULDER
 ER0483_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0483+STABILITY: SURFACE MOTION
 ER0483
 ER0483  HISTORY     - Date     Condition        Report By
 ER0483  HISTORY     - 1978     MONUMENTED       AZDT
 ER0483
 ER0483                          STATION DESCRIPTION
 ER0483
 ER0483'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0483'THE STATION IS ABOUT 5 MILES WEST-NORTHWEST OF SPRINGERVILLE ALONG THE
 ER0483'WEST SIDE OF U.S. HWY. 180-666 ON A SMALL ROCKY KNOLL.
 ER0483'
 ER0483'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---COLOR 1978---
 ER0483'EPOXIED IN A DRILL HOLE IN A ROCK.  THE STATION IS 400 FEET WEST OF
 ER0483'HWY. CENTERLINE AND MARKED WITH A WITNESS POST AND SIGN WITH A ROCK
 ER0483'CAIRN AROUND IT 5.2 FEET TO NORTHWEST.
 ER0483'
 ER0483'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---COLOR RM 2
 ER0483'1978---AND IS EPOXIED TO BEDROCK.
 ER0483'
 ER0483'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---COLOR RM 1---
 ER0483'AND EPOXIED TO BEDROCK.
 ER0483'
 ER0483'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180-666 AND 60,
 ER0483'5 MILES WEST OF SPRINGERVILLE, TRAVEL NORTH ON HWY. 180-666 FOR 1.5
 ER0483'MILES TO MILE POST 393 AND THE STATION ON THE LEFT, WEST, ON A SMALL
 ER0483'ROCKY KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0897 ***********************************************************************
 FQ0897  DESIGNATION -  COLOR
 FQ0897  PID         -  FQ0897
 FQ0897  STATE/COUNTY-  AZ/COCONINO
 FQ0897  USGS QUAD   -  STANDING ROCKS (1969)
 FQ0897
 FQ0897                         *CURRENT SURVEY CONTROL
 FQ0897  ___________________________________________________________________
 FQ0897* NAD 83(1992)-  35 35 16.17542(N)    111 09 46.64697(W)     ADJUSTED  
 FQ0897* NAVD 88     -      1537.1    (meters)    5043.     (feet)  VERTCON   
 FQ0897  ___________________________________________________________________
 FQ0897  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 FQ0897  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FQ0897  HORZ ORDER  -  THIRD
 FQ0897
 FQ0897.The horizontal coordinates were established by classical geodetic methods
 FQ0897.and adjusted by the National Geodetic Survey in August 1993.
 FQ0897
 FQ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0897
 FQ0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0897
 FQ0897.The geoid height was determined by GEOID03.
 FQ0897
 FQ0897;                    North         East     Units Scale Factor Converg.
 FQ0897;SPC AZ C     -   509,046.128   281,662.868   MT  0.99995747   +0 26 19.1
 FQ0897;SPC AZ C     - 1,670,098.85    924,090.77   iFT  0.99995747   +0 26 19.1
 FQ0897;UTM  12      - 3,938,246.177   485,236.978   MT  0.99960269   -0 05 41.4
 FQ0897
 FQ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0897!SPC AZ C     -   0.99976256  x   0.99995747  =   0.99972004
 FQ0897!UTM  12      -   0.99976256  x   0.99960269  =   0.99936534
 FQ0897
 FQ0897|---------------------------------------------------------------------|
 FQ0897| PID    Reference Object                     Distance      Geod. Az  |
 FQ0897|                                                           dddmmss.s |
 FQ0897| CR9958 COLOR RM 1                            5.764 METERS 20543     |
 FQ0897| FQ0571 BLACK POINT                         APPROX.20.9 KM 3055520.1 |
 FQ0897| CR9959 COLOR RM 2                            4.804 METERS 31048     |
 FQ0897|---------------------------------------------------------------------|
 FQ0897
 FQ0897                          SUPERSEDED SURVEY CONTROL
 FQ0897
 FQ0897  NAD 83(1986)-  35 35 16.17487(N)    111 09 46.64092(W) AD(       ) 3
 FQ0897  NGVD 29 (02/23/90) 1536.3    (m)         5040.     (f) VERT ANG    3  
 FQ0897
 FQ0897.Superseded values are not recommended for survey control.
 FQ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0897.See file dsdata.txt to determine how the superseded data were derived.
 FQ0897
 FQ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE8523738246(NAD 83)
 FQ0897_MARKER: DS = TRIANGULATION STATION DISK
 FQ0897_SETTING: 80 = SET IN A BOULDER
 FQ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0897+STABILITY: SURFACE MOTION
 FQ0897
 FQ0897  HISTORY     - Date     Condition        Report By
 FQ0897  HISTORY     - 1955     MONUMENTED       USGS
 FQ0897  HISTORY     - 1969     GOOD             USGS
 FQ0897
 FQ0897                          STATION DESCRIPTION
 FQ0897
 FQ0897'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0897'LOCATED ABOUT 7.3 MI E. OF BLACK FALLS TRADING POST, 4 MI N. OF
 FQ0897'DINNEBITO WASH.  ON BENCH OR TERRACED CLIFFS.
 FQ0897'
 FQ0897'STATION MARK--STANDARD TABLET STAMPED---COLOR 1955---, CEMENTED IN
 FQ0897'TOP OF SANDSTONE ROCK FLUSH WITH GROUND.
 FQ0897'
 FQ0897'RM 1--STANDARD RM TABLET STAMPED---COLOR 1955 NO 1---, CEMENTED IN
 FQ0897'TOP OF BURIED SANDSTONE ROCK.
 FQ0897'
 FQ0897'RM 2--STANDARD RM TABLET STAMPED---COLOR 1955 NO 2---, CEMENTED IN
 FQ0897'TOP OF BURIED SANDSTONE ROCK.
 FQ0897
 FQ0897                          STATION RECOVERY (1969)
 FQ0897
 FQ0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0897'RECOVERED AS DESCRIBED BY USGS.
 FQ0897'
 FQ0897'TO REACH FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER, DRIVE
 FQ0897'0.4 MI SE.  TURN LEFT 1.2 MI NE. TO Y-RD. FORK.  TAKE LEFT FORK
 FQ0897'5.6 MI TO LITTLE COLORADO RIVER.  CROSS RIVER AND CONTINUE E. ON
 FQ0897'MAIN-TRAVELED RD. 6.6 MI TO T-RD. N.  TAKE LEFT FORK 3.1 MI N. TO
 FQ0897'RD. FORKS.  TURN SHARP LEFT AT TOP OF RIDGE ON JEEP TRAIL 0.5 MI
 FQ0897'TO POINT ON EDGE OF CLIFFS AND STATION.
 FQ0897'
 FQ0897'1969 RECOVERY--RMS REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0687 ***********************************************************************
 FQ0687  DESIGNATION -  COLORADO
 FQ0687  PID         -  FQ0687
 FQ0687  STATE/COUNTY-  AZ/COCONINO
 FQ0687  USGS QUAD   -  COCONINO POINT (1988)
 FQ0687
 FQ0687                         *CURRENT SURVEY CONTROL
 FQ0687  ___________________________________________________________________
 FQ0687* NAD 83(1992)-  35 54 19.40020(N)    111 32 54.27270(W)     ADJUSTED  
 FQ0687* NAVD 88     -      1508.2    (meters)    4948.     (feet)  VERTCON   
 FQ0687  ___________________________________________________________________
 FQ0687  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 FQ0687  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FQ0687  HORZ ORDER  -  SECOND
 FQ0687
 FQ0687.The horizontal coordinates were established by classical geodetic methods
 FQ0687.and adjusted by the National Geodetic Survey in August 1993.
 FQ0687
 FQ0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0687
 FQ0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0687
 FQ0687.The geoid height was determined by GEOID03.
 FQ0687
 FQ0687;                    North         East     Units Scale Factor Converg.
 FQ0687;SPC AZ C     -   544,078.720   246,599.824   MT  0.99991361   +0 12 57.5
 FQ0687;SPC AZ C     - 1,785,035.17    809,054.54   iFT  0.99991361   +0 12 57.5
 FQ0687;UTM  12      - 3,973,593.678   450,513.985   MT  0.99963017   -0 19 17.8
 FQ0687
 FQ0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0687!SPC AZ C     -   0.99976706  x   0.99991361  =   0.99968069
 FQ0687!UTM  12      -   0.99976706  x   0.99963017  =   0.99939731
 FQ0687
 FQ0687|---------------------------------------------------------------------|
 FQ0687| PID    Reference Object                     Distance      Geod. Az  |
 FQ0687|                                                           dddmmss.s |
 FQ0687| CH2960 COLORADO RM 1                        13.585 METERS 13634     |
 FQ0687| FQ0686 POTHOLE                             APPROX. 4.0 KM 1385709.4 |
 FQ0687| CH2961 COLORADO RM 2                        13.460 METERS 31639     |
 FQ0687|---------------------------------------------------------------------|
 FQ0687
 FQ0687                          SUPERSEDED SURVEY CONTROL
 FQ0687
 FQ0687  NAD 83(1986)-  35 54 19.40245(N)    111 32 54.26895(W) AD(       ) 2
 FQ0687  NAD 27      -  35 54 19.42445(N)    111 32 51.74800(W) AD(       ) 2
 FQ0687  NGVD 29 (07/19/86) 1507.3    (m)         4945.     (f) VERT ANG    3  
 FQ0687
 FQ0687.Superseded values are not recommended for survey control.
 FQ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0687.See file dsdata.txt to determine how the superseded data were derived.
 FQ0687
 FQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5051473594(NAD 83)
 FQ0687_MARKER: DD = SURVEY DISK
 FQ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0687
 FQ0687  HISTORY     - Date     Condition        Report By
 FQ0687  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0687
 FQ0687                          STATION DESCRIPTION
 FQ0687
 FQ0687'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0687'THE STATION IS ABOUT 8 MILES WEST NORTHWEST OF CAMERON AND 20
 FQ0687'MILES WEST SOUTHWEST OF TUBA CITY, ON NORTH SIDE OF ARIZONA HWY. 64
 FQ0687'AND ON SOUTH SLOPE OF A RED BUTT
 FQ0687'
 FQ0687'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED COLORADO 1976
 FQ0687'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 FQ0687'WITNESS POST AND SIGN 3.3 FEET TO NORTH.  THE STATION IS 222 FEET
 FQ0687'NORTH OF HWY. 64 AND ON THE SOUTH SLOPE OF A RED BUTTE.
 FQ0687'
 FQ0687'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED COLORADO
 FQ0687'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0687'PROJECTING 0.3 FEET.
 FQ0687'
 FQ0687'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED COLORADO
 FQ0687'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0687'PROJECTING 0.5 FEET.
 FQ0687'
 FQ0687'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0687'TO JUNCTION WITH STATE ROUTE 64, TURN RIGHT (WEST) ON HWY. 64
 FQ0687'TO MILE POST 287.62 AND THE STATION ON THE RIGHT.
 FQ0687'
 FQ0687'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1041 ***********************************************************************
 ES1041  DESIGNATION -  COLORADO
 ES1041  PID         -  ES1041
 ES1041  STATE/COUNTY-  AZ/NAVAJO
 ES1041  USGS QUAD   -  SUN VALLEY (1986)
 ES1041
 ES1041                         *CURRENT SURVEY CONTROL
 ES1041  ___________________________________________________________________
 ES1041* NAD 83(1992)-  34 52 48.41210(N)    110 06 51.62957(W)     ADJUSTED  
 ES1041* NAVD 88     -      1587.     (meters)    5207.     (feet)  SCALED    
 ES1041  ___________________________________________________________________
 ES1041  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 ES1041  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES1041  HORZ ORDER  -  SECOND
 ES1041
 ES1041.The horizontal coordinates were established by classical geodetic methods
 ES1041.and adjusted by the National Geodetic Survey in August 1993.
 ES1041
 ES1041.The orthometric height was scaled from a topographic map.
 ES1041
 ES1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1041
 ES1041.The geoid height was determined by GEOID03.
 ES1041
 ES1041;                    North         East     Units Scale Factor Converg.
 ES1041;SPC AZ E     -   430,276.758   218,143.143   MT  0.99990028   +0 01 47.7
 ES1041;SPC AZ E     - 1,411,669.15    715,692.73   iFT  0.99990028   +0 01 47.7
 ES1041;UTM  12      - 3,860,106.089   580,936.621   MT  0.99968074   +0 30 23.4
 ES1041
 ES1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1041!SPC AZ E     -   0.99975479  x   0.99990028  =   0.99965509
 ES1041!UTM  12      -   0.99975479  x   0.99968074  =   0.99943561
 ES1041
 ES1041|---------------------------------------------------------------------|
 ES1041| PID    Reference Object                     Distance      Geod. Az  |
 ES1041|                                                           dddmmss.s |
 ES1041| CD1830 COLORADO RM 1                         8.984 METERS 01119     |
 ES1041| ES1044 HOLBROOK ATT RELAY TOWER            APPROX. 8.0 KM 2372809.4 |
 ES1041| CD1831 COLORADO RM 2                         7.648 METERS 25413     |
 ES1041| ES1046 HOLBROOK CO COURTHOUSE DOME         APPROX. 4.7 KM 3024816.4 |
 ES1041|---------------------------------------------------------------------|
 ES1041
 ES1041                          SUPERSEDED SURVEY CONTROL
 ES1041
 ES1041  NAD 83(1986)-  34 52 48.40504(N)    110 06 51.63192(W) AD(       ) 2
 ES1041  NAD 27      -  34 52 48.30760(N)    110 06 49.19630(W) AD(       ) 2
 ES1041
 ES1041.Superseded values are not recommended for survey control.
 ES1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1041.See file dsdata.txt to determine how the superseded data were derived.
 ES1041
 ES1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8093760106(NAD 83)
 ES1041_MARKER: DS = TRIANGULATION STATION DISK
 ES1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1041
 ES1041  HISTORY     - Date     Condition        Report By
 ES1041  HISTORY     - 1959     MONUMENTED       CGS
 ES1041  HISTORY     - 1967     GOOD             CGS
 ES1041  HISTORY     - 1973     GOOD             USE
 ES1041  HISTORY     - 1974     GOOD             NGS
 ES1041  HISTORY     - 19861209 GOOD             USAF
 ES1041
 ES1041                          STATION DESCRIPTION
 ES1041
 ES1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1041'THE STATION IS ON A LOW ROUND TOPPED HILL ABOUT 3 MILES
 ES1041'SOUTHEAST OF HOLBROOK, 0.3 MILE SOUTHWEST OF A BRIDGE ACROSS
 ES1041'THE LITTLE COLORADO RIVER, ON U.S. HIGHWAY 260, 0.2 MILE
 ES1041'SOUTH OF U.S. HIGHWAY 260, AND 0.2 MILE NORTH OF A WINDMILL
 ES1041'AND WATER TANKS.
 ES1041'
 ES1041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 ES1041'260 IN HOLBROOK, GO SOUTH ON U.S. HIGHWAY 260 FOR 0.7 MILE
 ES1041'TO THE JUNCTION WITH ARIZONA STATE HIGHWAY 77.  KEEP LEFT ON
 ES1041'U.S. HIGHWAY 260 FOR 3.1 MILES TO A WIRE GATE ON THE RIGHT,
 ES1041'JUST BEFORE REACHING THE HIGHWAY BRIDGE ACROSS THE LITTLE
 ES1041'COLORADO RIVER.  TURN RIGHT, SOUTH, THROUGH THE GATE, AND
 ES1041'GO SOUTHWEST TO THE TOP OF THE ROUND SHAPED HILL AND THE
 ES1041'STATION.
 ES1041'
 ES1041'THE STATION IS A STANDARD DISK STAMPED COLORADO 1959, SET IN
 ES1041'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 ES1041'IS 7.1 FEET EAST OF A WITNESS POST.
 ES1041'
 ES1041'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLORADO 1959,
 ES1041'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 ES1041'INCHES AND IS 31.2 FEET NORTHEAST OF A WITNESS POST.
 ES1041'
 ES1041'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLORADO NO 2 1959,
 ES1041'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 ES1041'AND IS 19.0 FEET SOUTHWEST OF A WITNESS POST.
 ES1041'
 ES1041'HOLBROOK, A.T. AND T. RELAY TOWER CAN BE USED FOR THE
 ES1041'AZIMUTH MARK.
 ES1041
 ES1041                          STATION RECOVERY (1967)
 ES1041
 ES1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ES1041'STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ES1041
 ES1041                          STATION RECOVERY (1973)
 ES1041
 ES1041'RECOVERY NOTE BY US ENGINEERS 1973 (EMB)
 ES1041'COLORADO, 1959-GOOD
 ES1041'
 ES1041'COLORADO NO 1, 1959-GOOD
 ES1041'
 ES1041'COLORADO NO 2, 1959-GOOD
 ES1041'
 ES1041'DESCRIPTION IS ADEQUATE.
 ES1041
 ES1041                          STATION RECOVERY (1974)
 ES1041
 ES1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES1041'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES1041'CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.
 ES1041'
 ES1041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 ES1041'SOUTHEAST OF HOLBROOK.
 ES1041
 ES1041                          STATION RECOVERY (1986)
 ES1041
 ES1041'RECOVERY NOTE BY US AIR FORCE 1986 (WJ)
 ES1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1093 ***********************************************************************
 CG1093  DESIGNATION -  COLORADO
 CG1093  PID         -  CG1093
 CG1093  STATE/COUNTY-  AZ/PIMA
 CG1093  USGS QUAD   -  CERRO COLORADO (1982)
 CG1093
 CG1093                         *CURRENT SURVEY CONTROL
 CG1093  ___________________________________________________________________
 CG1093* NAD 83(1992)-  31 42 43.30584(N)    111 15 43.31085(W)     ADJUSTED  
 CG1093* NAVD 88     -      1622.     (meters)    5322.     (feet)  SCALED    
 CG1093  ___________________________________________________________________
 CG1093  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CG1093  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CG1093  HORZ ORDER  -  FIRST
 CG1093
 CG1093.The horizontal coordinates were established by classical geodetic methods
 CG1093.and adjusted by the National Geodetic Survey in August 1993.
 CG1093
 CG1093.The orthometric height was scaled from a topographic map.
 CG1093
 CG1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1093
 CG1093.The geoid height was determined by GEOID03.
 CG1093
 CG1093;                    North         East     Units Scale Factor Converg.
 CG1093;SPC AZ C     -    79,125.122   275,405.558   MT  0.99994746   +0 20 38.8
 CG1093;SPC AZ C     -   259,596.86    903,561.54   iFT  0.99994746   +0 20 38.8
 CG1093;UTM  12      - 3,508,546.891   475,172.709   MT  0.99960760   -0 08 15.9
 CG1093
 CG1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1093!SPC AZ C     -   0.99975007  x   0.99994746  =   0.99969755
 CG1093!UTM  12      -   0.99975007  x   0.99960760  =   0.99935777
 CG1093
 CG1093:                Primary Azimuth Mark                     Grid Az
 CG1093:SPC AZ C     -  COLORADO AZ MK                           168 44 47.0
 CG1093:UTM  12      -  COLORADO AZ MK                           169 13 41.7
 CG1093
 CG1093|---------------------------------------------------------------------|
 CG1093| PID    Reference Object                     Distance      Geod. Az  |
 CG1093|                                                           dddmmss.s |
 CG1093| CH4996 COLORADO AZ MK                                     1690525.8 |
 CG1093| CH4997 COLORADO RM 1                        13.660 METERS 18352     |
 CG1093| CH4998 COLORADO RM 2                        12.060 METERS 31849     |
 CG1093| CG1099 TARGET ON PEAK S OF BALDY PEAK      APPROX.13.5 KM 3383652.6 |
 CG1093|---------------------------------------------------------------------|
 CG1093
 CG1093                          SUPERSEDED SURVEY CONTROL
 CG1093
 CG1093  NAD 83(1986)-  31 42 43.29570(N)    111 15 43.30789(W) AD(       ) 1
 CG1093  NAD 27      -  31 42 42.97900(N)    111 15 40.96300(W) AD(       ) 1
 CG1093
 CG1093.Superseded values are not recommended for survey control.
 CG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1093.See file dsdata.txt to determine how the superseded data were derived.
 CG1093
 CG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA7517308547(NAD 83)
 CG1093_MARKER: DD = SURVEY DISK
 CG1093_SETTING: 66 = SET IN ROCK OUTCROP
 CG1093
 CG1093  HISTORY     - Date     Condition        Report By
 CG1093  HISTORY     - 1936     MONUMENTED       CGS
 CG1093
 CG1093                          STATION DESCRIPTION
 CG1093
 CG1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1093'ON THE HIGHEST POINT OF THE CERRO COLORADO MOUNTAINS, ABOUT 40
 CG1093'MILES, AIR LINE, SOUTHWEST OF THE CITY OF TUCSON, AND ABOUT 13
 CG1093'MILES, AIR LINE, WEST OF KINSLEY STORE AND DANCE HALL ON THE
 CG1093'TUCSON-NOGALES HIGHWAY NO. 89.  ON A HIGH LONE MOUNTAIN,
 CG1093'OVERLOOKING THE COUNTRY ON ALL SIDES, WHICH APPEARS AS A BARE ROUND
 CG1093'DOME FROM THE EAST, AND AS A ROCKY BLUFF FROM THE WEST.
 CG1093'THE ASCENT ON THE EAST SIDE WOULD BE EASIER BUT A TRACK
 CG1093'CANNOT BE DRIVEN VERY CLOSE TO THE MOUNTAIN ON THAT SIDE.
 CG1093'ON THE WEST SIDE A TRUCK CAN BE TAKEN TO THE FOOT OF THE
 CG1093'MOUNTAIN.  FROM THERE IT IS A STRAIGHT HARD CLIMB TO THE SUMMIT.
 CG1093'MARKED BY A STANDARD BRONZE UNITED STATES ARMY DISK.
 CG1093'REFERENCE MARK NO. 1, A STANDARD
 CG1093'BRONZE REFERENCE DISK, COLORADO U.S.A. NO. 1,
 CG1093'IS 13.66 METERS (44.8 FEET) FROM STATION S 3 DEG 52 MIN W.
 CG1093'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1093'DISK, STAMPED COLORADO U.S.A. NO. 2, IS 12.06
 CG1093'METERS (39.6 FEET) FROM STATION N 41 DEG 11 MIN W. THE
 CG1093'AZIMUTH MARK, A STANDARD BRONZE DISK, WAS SET ON A
 CG1093'DOME-SHAPED BUMP ON THE SAME RIDGE AS THE STATION, AND
 CG1093'ABOUT 300 FEET BELOW IT.  THIS DOME IS PROMINENT AND
 CG1093'DIFFICULT OF ACCESS AND THE MARK IS 0.4 MILE FROM STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0719 ***********************************************************************
 DT0719  DESIGNATION -  COLTER
 DT0719  PID         -  DT0719
 DT0719  STATE/COUNTY-  AZ/APACHE
 DT0719  USGS QUAD   -  NUTRIOSO (1991)
 DT0719
 DT0719                         *CURRENT SURVEY CONTROL
 DT0719  ___________________________________________________________________
 DT0719* NAD 83(1992)-  33 59 11.25225(N)    109 11 18.20553(W)     ADJUSTED  
 DT0719* NAVD 88     -      2319.7    (meters)    7611.     (feet)  VERTCON   
 DT0719  ___________________________________________________________________
 DT0719  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DT0719  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0719  HORZ ORDER  -  SECOND
 DT0719
 DT0719.The horizontal coordinates were established by classical geodetic methods
 DT0719.and adjusted by the National Geodetic Survey in August 1993.
 DT0719
 DT0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0719
 DT0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0719
 DT0719.The geoid height was determined by GEOID03.
 DT0719
 DT0719;                    North         East     Units Scale Factor Converg.
 DT0719;SPC AZ E     -   331,583.356   303,744.801   MT  1.00000068   +0 32 48.8
 DT0719;SPC AZ E     - 1,087,871.90    996,538.06   iFT  1.00000068   +0 32 48.8
 DT0719;UTM  12      - 3,762,133.669   667,335.302   MT  0.99994519   +1 00 46.5
 DT0719
 DT0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0719!SPC AZ E     -   0.99963946  x   1.00000068  =   0.99964014
 DT0719!UTM  12      -   0.99963946  x   0.99994519  =   0.99958467
 DT0719
 DT0719|---------------------------------------------------------------------|
 DT0719| PID    Reference Object                     Distance      Geod. Az  |
 DT0719|                                                           dddmmss.s |
 DT0719| CD1832 COLTER RM 1                          12.348 METERS 00755     |
 DT0719| CD1833 COLTER RM 2                          12.139 METERS 18738     |
 DT0719| DT0460 ROGERS                              APPROX. 2.3 KM 2145332.1 |
 DT0719|---------------------------------------------------------------------|
 DT0719
 DT0719                          SUPERSEDED SURVEY CONTROL
 DT0719
 DT0719  NAD 83(1986)-  33 59 11.25113(N)    109 11 18.20992(W) AD(       ) 2
 DT0719  NAD 27      -  33 59 11.07305(N)    109 11 15.91667(W) AD(       ) 2
 DT0719  NGVD 29 (07/19/86) 2318.7    (m)         7607.     (f) VERT ANG    3  
 DT0719
 DT0719.Superseded values are not recommended for survey control.
 DT0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0719.See file dsdata.txt to determine how the superseded data were derived.
 DT0719
 DT0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6733562134(NAD 83)
 DT0719_MARKER: DD = SURVEY DISK
 DT0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0719+STABILITY: SURFACE MOTION
 DT0719
 DT0719  HISTORY     - Date     Condition        Report By
 DT0719  HISTORY     - 1978     MONUMENTED       AZDT
 DT0719  HISTORY     - 20050729 GOOD             USPSQD
 DT0719
 DT0719                          STATION DESCRIPTION
 DT0719
 DT0719'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0719'THE STATION IS ABOUT 11.5 MILES SOUTHEAST OF SPRINGERVILLE AND
 DT0719'2.5 MILES EAST NORTHEAST OF NUTRIOSO ALONG THE EAST R/W OF
 DT0719'U.S. HWY. 180-666.
 DT0719'
 DT0719'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED COLTER 1978
 DT0719'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED WITH A
 DT0719'WITNESS POST AND SIGN 2 FEET EAST.  THE STATION IS 3 FEET WEST OF
 DT0719'THE EAST R/W FENCE, 50 FEET SOUTH OF A GATE IN FENCE AND 48.5 FEET
 DT0719'EAST OF HWY. CENTERLINE.
 DT0719'
 DT0719'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED COLTER
 DT0719'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 49 FEET EAST
 DT0719'OF HWY. CENTERLINE AND 3 FEET WEST OF R/W FENCE.
 DT0719'
 DT0719'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED COLTER
 DT0719'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 48 FEET EAST
 DT0719'OF HWY. CENTERLINE AND 3 FEET WEST OF R/W FENCE.
 DT0719'
 DT0719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND
 DT0719'180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 DT0719'HWY. 180-666 13.8 MILES TO MILE POST 414.40 AND THE STATION ON THE
 DT0719'LEFT INSIDE THE EAST R/W FENCE.
 DT0719'
 DT0719'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DT0719
 DT0719                          STATION RECOVERY (2005)
 DT0719
 DT0719'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0517 ***********************************************************************
 GP0517  DESIGNATION -  COMANCHE
 GP0517  PID         -  GP0517
 GP0517  STATE/COUNTY-  AZ/COCONINO
 GP0517  USGS QUAD   -  DESERT VIEW (1988)
 GP0517
 GP0517                         *CURRENT SURVEY CONTROL
 GP0517  ___________________________________________________________________
 GP0517* NAD 83(1992)-  36 05 35.25134(N)    111 48 13.80048(W)     ADJUSTED  
 GP0517* NAVD 88     -      2156.86   (+/-2cm)    7076.3    (feet)  VERTCON   
 GP0517  ___________________________________________________________________
 GP0517  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 GP0517  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 GP0517  HORZ ORDER  -  THIRD
 GP0517  VERT ORDER  -  THIRD ? (See Below)
 GP0517
 GP0517.The horizontal coordinates were established by classical geodetic methods
 GP0517.and adjusted by the National Geodetic Survey in August 1993.
 GP0517
 GP0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0517.The vertical order pertains to the NGVD 29 superseded value.
 GP0517
 GP0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0517
 GP0517.The geoid height was determined by GEOID03.
 GP0517
 GP0517;                    North         East     Units Scale Factor Converg.
 GP0517;SPC AZ C     -   564,850.929   223,520.469   MT  0.99990127   +0 03 59.3
 GP0517;SPC AZ C     - 1,853,185.46    733,334.87   iFT  0.99990127   +0 03 59.3
 GP0517;UTM  12      - 3,994,576.543   427,636.940   MT  0.99966452   -0 28 24.8
 GP0517
 GP0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0517!SPC AZ C     -   0.99966527  x   0.99990127  =   0.99956657
 GP0517!UTM  12      -   0.99966527  x   0.99966452  =   0.99932990
 GP0517
 GP0517:                Primary Azimuth Mark                     Grid Az
 GP0517:SPC AZ C     -  NAVAJO POINT                             202 13 21.3
 GP0517:UTM  12      -  NAVAJO POINT                             202 45 45.4
 GP0517
 GP0517|---------------------------------------------------------------------|
 GP0517| PID    Reference Object                     Distance      Geod. Az  |
 GP0517|                                                           dddmmss.s |
 GP0517| GP0594 NAVAJO POINT                        APPROX. 6.3 KM 2021720.6 |
 GP0517|---------------------------------------------------------------------|
 GP0517
 GP0517                          SUPERSEDED SURVEY CONTROL
 GP0517
 GP0517  NAD 83(1986)-  36 05 35.25124(N)    111 48 13.79615(W) AD(       ) 3
 GP0517  NGVD 29 (05/08/89) 2155.85   (m)         7073.0    (f) LEVELING    3  
 GP0517
 GP0517.Superseded values are not recommended for survey control.
 GP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0517.See file dsdata.txt to determine how the superseded data were derived.
 GP0517
 GP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2763794577(NAD 83)
 GP0517_MARKER: DS = TRIANGULATION STATION DISK
 GP0517_SETTING: 80 = SET IN A BOULDER
 GP0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0517+STABILITY: SURFACE MOTION
 GP0517
 GP0517  HISTORY     - Date     Condition        Report By
 GP0517  HISTORY     - 1903     MONUMENTED       USGS
 GP0517  HISTORY     - 1956     GOOD             USGS
 GP0517
 GP0517                          STATION DESCRIPTION
 GP0517
 GP0517'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0517'LOCATED 7 MI S. OF MOUTH OF LITTLE COLORADO RIVER.  ON COMANCHE
 GP0517'POINT, MOST PROMINENT PEAK ON EAST RIM OF GREAT CANYON.  PEAK IS
 GP0517'COVERED WITH SCATTERING PINON TIMBER AND SOME CUTTING WAS DONE
 GP0517'NEAR STATION.
 GP0517'
 GP0517'TO REACH TAKE WAGON RD. TO WITHIN 2 MI, THEN SADDLE HORSES NEARLY
 GP0517'TO STATION.
 GP0517'
 GP0517'STATION MARK--STANDARD BRONZE TABLET STAMPED---7074A---, CEMENTED
 GP0517'IN LIMESTONE ROCK UNDER CENTER OF CAIRN 6 FT. AT BASE AND 5-1/2
 GP0517'FT. HIGH.
 GP0517'
 GP0517'RMS--NONE SET.
 GP0517
 GP0517                          STATION RECOVERY (1956)
 GP0517
 GP0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0508 ***********************************************************************
 GO0508  DESIGNATION -  COMB
 GO0508  PID         -  GO0508
 GO0508  STATE/COUNTY-  AZ/APACHE
 GO0508  USGS QUAD   -  GARNET RIDGE (1988)
 GO0508
 GO0508                         *CURRENT SURVEY CONTROL
 GO0508  ___________________________________________________________________
 GO0508* NAD 83(1992)-  36 56 01.19694(N)    109 49 06.99388(W)     ADJUSTED  
 GO0508* NAVD 88     -      1765.1    (meters)    5791.     (feet)  VERTCON   
 GO0508  ___________________________________________________________________
 GO0508  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GO0508  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 GO0508  HORZ ORDER  -  FIRST
 GO0508
 GO0508.The horizontal coordinates were established by classical geodetic methods
 GO0508.and adjusted by the National Geodetic Survey in November 1997.
 GO0508
 GO0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0508
 GO0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0508
 GO0508.The geoid height was determined by GEOID03.
 GO0508
 GO0508;                    North         East     Units Scale Factor Converg.
 GO0508;SPC AZ E     -   658,165.852   244,365.003   MT  0.99991184   +0 12 32.9
 GO0508;SPC AZ E     - 2,159,336.78    801,722.45   iFT  0.99991184   +0 12 32.9
 GO0508;UTM  12      - 4,088,165.558   605,208.822   MT  0.99973636   +0 42 35.8
 GO0508
 GO0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0508!SPC AZ E     -   0.99972635  x   0.99991184  =   0.99963821
 GO0508!UTM  12      -   0.99972635  x   0.99973636  =   0.99946278
 GO0508
 GO0508|---------------------------------------------------------------------|
 GO0508| PID    Reference Object                     Distance      Geod. Az  |
 GO0508|                                                           dddmmss.s |
 GO0508| CD3281 COMB RM 3                             7.420 METERS 04041     |
 GO0508| CD3279 COMB RM 1                             7.409 METERS 05846     |
 GO0508| CD3280 COMB RM 2                             4.726 METERS 14959     |
 GO0508| CD3278 COMB AZ MK                                         1881918.2 |
 GO0508| GP0631 KAYENTA                             APPROX.52.1 KM 2324809.4 |
 GO0508|---------------------------------------------------------------------|
 GO0508
 GO0508                          SUPERSEDED SURVEY CONTROL
 GO0508
 GO0508  NAD 83(1992)-  36 56 01.19568(N)    109 49 06.99626(W) AD(       ) 1
 GO0508  NAD 83(1986)-  36 56 01.19622(N)    109 49 06.99723(W) AD(       ) 1
 GO0508  NAD 27      -  36 56 01.18600(N)    109 49 04.59600(W) AD(       ) 1
 GO0508  NGVD 29 (08/22/88) 1764.2    (m)         5788.     (f) VERT ANG    3  
 GO0508
 GO0508.Superseded values are not recommended for survey control.
 GO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0508.See file dsdata.txt to determine how the superseded data were derived.
 GO0508
 GO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF0520988166(NAD 83)
 GO0508_MARKER: DS = TRIANGULATION STATION DISK
 GO0508_SETTING: 66 = SET IN ROCK OUTCROP
 GO0508
 GO0508  HISTORY     - Date     Condition        Report By
 GO0508  HISTORY     - 1951     MONUMENTED       CGS
 GO0508  HISTORY     - 1952     GOOD             USGS
 GO0508  HISTORY     - 1970     GOOD             USGS
 GO0508
 GO0508                          STATION DESCRIPTION
 GO0508
 GO0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0508'THE STATION IS LOCATED ON A SMALL FLAT TOPPED HILL WHICH IS ON THE
 GO0508'TOP OF COMB RIDGE.  IT IS ABOUT 5 MILES NORTH OF DINNEHOTSO
 GO0508'TRADING POST.  ABOUT 26 MILES NORTHEAST OF KAYENTA AND ABOUT
 GO0508'21 MILES EAST-SOUTHEAST OF HARRY GOULDING MONUMENT VALLEY
 GO0508'TRADING POST.
 GO0508'
 GO0508'THE STATION IS A STANDARD DISK STAMPED COMB 1951 SET IN A DRILL
 GO0508'HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH WITH THE
 GO0508'GROUND.  IT IS ABOUT 60 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 GO0508'THE HILL.
 GO0508'
 GO0508'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COMB NO 1
 GO0508'1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS
 GO0508'ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE
 GO0508'STATION.
 GO0508'
 GO0508'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COMB NO 2
 GO0508'1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS
 GO0508'ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE
 GO0508'STATION.
 GO0508'
 GO0508'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COMB 1951 SET IN
 GO0508'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS ABOUT
 GO0508'4 INCHES.  IT IS ABOUT 20 FEET NORTH OF THE CENTER LINE OF A TRACK
 GO0508'ROAD AND ABOUT 3 FEET NORTH OF A SMALL CAIRN.
 GO0508'
 GO0508'TO REACH THE STATION FROM THE DINNEHOTSO SCHOOLHOUSE GO NORTH
 GO0508'ON THE MAIN TRAVELED ROAD FOR 3.3 MILES TO A POINT WHERE THE
 GO0508'ROAD CURVES TO THE RIGHT AND A FAINT TRACK ROAD IS ON THE LEFT.
 GO0508'TAKE THE TRACK ROAD AND GO IN A NORTHERLY DIRECTION OVER
 GO0508'STRETCHES OF BEDROCK FOR 1.8 MILES.  TAKE THE LEFT FORK AND GO
 GO0508'2.3 MILES OVER BEDROCK AND SAND TO A FORK.  TAKE THE LEFT FORK
 GO0508'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GO0508'STRAIGHT AHEAD, WEST FOR 0.15 MILE.  TAKE RIGHT FORK, NORTH
 GO0508'AND GO DOWN THE DRAW AND AROUND THE SOUTHEAST END OF THE HILL
 GO0508'WHICH THE STATION IS ON FOR 1.4 MILES TO THE BASE OF THE
 GO0508'HILL ON THE NORTH SIDE AN THE END OF TRUCK TRAVEL.  PACK
 GO0508'SOUTH UP THE HILL FOR ABOUT 5 MINUTES TO THE TOP AND THE
 GO0508'STATION.  A FOUR WHEEL DRIVE TRUCK IS NEEDED FOR THIS
 GO0508'STATION.
 GO0508'
 GO0508'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 GO0508
 GO0508                          STATION RECOVERY (1952)
 GO0508
 GO0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GO0508'TEXT PREVIOUSLY SUBMITTED BY RMMC.
 GO0508
 GO0508                          STATION RECOVERY (1970)
 GO0508
 GO0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GO0508'INSTRUMENT STAND 4.6 FT ABOVE STATION MARK.
 GO0508'
 GO0508'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 GO0508'1071, PAGE 15.
 GO0508'
 GO0508'ALL MARKS IN FAIR CONDITION EXCEPT AS FOLLOWS--
 GO0508'
 GO0508'REFERENCE MARK 1 AND 2 FOUND BROKEN OFF.  BOTH TABLET STEMS WERE
 GO0508'IN PLACE AND SOLID.  REFERENCE MARK NO. 3 SET.
 GO0508'
 GO0508'TO REACH FROM DINNEHOTSO BOARDING SCHOOL AT HIGHWAY 164 CONTINUE
 GO0508'E. FOR 5.8 MI TO A CROSSROAD.  TURN LEFT (N) ON TRACK RD. FOR
 GO0508'0.7 MI TO WINDMILL 8T-519.  CONTINUE ON TRACK RD. FOR 1.1 MI
 GO0508'TO A BLADED TRAIL W.  TURN LEFT AND FOLLOW TRAIL W. FOR 1.3
 GO0508'MI TO TRAIL FORK.  TAKE LEFT FORK AND CONTINUE TO BASE OF HILL
 GO0508'AND END OF TRUCK TRAVEL.  PACK S. UP N. SIDE OF HILL TO TOP
 GO0508'AND STATION MARK.  ABOUT A 5 MINUTE PACK.  THE STATION LOCATION
 GO0508'CAN BE IDENTIFIED BY A VERY PROMINENT SMALL WHITE RATHER SHARP
 GO0508'TOPPED HILL, WHICH IS LOCATED ABOUT 1 MI NE. OF BUTTE COMB IS
 GO0508'ON.
 GO0508'
 GO0508'STATION MARK--A STANDARD USC AND GS TABLET CEMENTED IN OUTCROPPING
 GO0508'OF BEDROCK ABOUT FLUSH WITH THE GROUND.
 GO0508'
 GO0508'REFERENCE MARK NO. 1--A STEM OF TABLET BROKEN OFF STILL IN
 GO0508'ORIGINAL CEMENT.
 GO0508'
 GO0508'REFERNCE MARK NO. 2--A STEM OF TABLET BROKEN OFF STILL IN ORIGINAL
 GO0508'CEMENT.
 GO0508'
 GO0508'REFERENCE MARK NO. 3--A STANDARD USGS BRONZE TABLET STAMPED
 GO0508'RM NO 3 1970 CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1136 ***********************************************************************
 CG1136  DESIGNATION -  COMELY
 CG1136  PID         -  CG1136
 CG1136  STATE/COUNTY-  AZ/PIMA
 CG1136  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG1136
 CG1136                         *CURRENT SURVEY CONTROL
 CG1136  ___________________________________________________________________
 CG1136* NAD 83(1992)-  31 43 34.70402(N)    111 49 15.94252(W)     ADJUSTED  
 CG1136* NAVD 88     -       929.     (meters)    3048.     (feet)  SCALED    
 CG1136  ___________________________________________________________________
 CG1136  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CG1136  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG1136  HORZ ORDER  -  FIRST
 CG1136
 CG1136.The horizontal coordinates were established by classical geodetic methods
 CG1136.and adjusted by the National Geodetic Survey in August 1993.
 CG1136
 CG1136.The orthometric height was scaled from a topographic map.
 CG1136
 CG1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1136
 CG1136.The geoid height was determined by GEOID03.
 CG1136
 CG1136;                    North         East     Units Scale Factor Converg.
 CG1136;SPC AZ C     -    80,525.704   222,416.673   MT  0.99990101   +0 03 00.9
 CG1136;SPC AZ C     -   264,191.94    729,713.49   iFT  0.99990101   +0 03 00.9
 CG1136;UTM  12      - 3,510,392.624   422,212.479   MT  0.99967463   -0 25 54.5
 CG1136
 CG1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1136!SPC AZ C     -   0.99985903  x   0.99990101  =   0.99976005
 CG1136!UTM  12      -   0.99985903  x   0.99967463  =   0.99953371
 CG1136
 CG1136|---------------------------------------------------------------------|
 CG1136| PID    Reference Object                     Distance      Geod. Az  |
 CG1136|                                                           dddmmss.s |
 CG1136| CH5000 COMELY RM 1                           9.789 METERS 00816     |
 CG1136| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.21.9 KM 0765002.1 |
 CG1136| CH5001 COMELY RM 2                           9.978 METERS 11257     |
 CG1136| CH4999 COMELY AZ MK                                       1645348.2 |
 CG1136|---------------------------------------------------------------------|
 CG1136
 CG1136                          SUPERSEDED SURVEY CONTROL
 CG1136
 CG1136  NAD 83(1986)-  31 43 34.69589(N)    111 49 15.94173(W) AD(       ) 1
 CG1136  NAD 27      -  31 43 34.39500(N)    111 49 13.51400(W) AD(       ) 1
 CG1136
 CG1136.Superseded values are not recommended for survey control.
 CG1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1136.See file dsdata.txt to determine how the superseded data were derived.
 CG1136
 CG1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA2221210393(NAD 83)
 CG1136_MARKER: DS = TRIANGULATION STATION DISK
 CG1136_SETTING: 80 = SET IN A BOULDER
 CG1136_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1136
 CG1136  HISTORY     - Date     Condition        Report By
 CG1136  HISTORY     - 1935     MONUMENTED       CGS
 CG1136
 CG1136                          STATION DESCRIPTION
 CG1136
 CG1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1136'ABOUT 13-1/2 MILES SOUTH BY EAST OF SELLS, 6 MILES SOUTH OF THE
 CG1136'INDIAN VILLAGE OF TOPAWA, 7 MILES NORTH OF THE VILLAGE OF SAN
 CG1136'MIGUEL, ON THE PAPAGO INDIAN RESERVATION, ON THE CENTRAL AND
 CG1136'HIGHEST ONE OF A GROUP OF LOW HILLS KNOWN AS THE ANIMAS MOUNTAINS,
 CG1136'LYING ABOUT THREE-FOURTHS MILE WEST OF THE TOPAWA-SAN MIGUEL ROAD
 CG1136'AND TELEPHONE LINE, ON THE HIGHEST PART, IN THE APPROXIMATE
 CG1136'CENTER OF THE SUMMIT, IN TOP OF A SMALL BOULDER WHICH PROJECTS
 CG1136'A FEW INCHES ABOVE GROUND.  MARKED BY A STANDARD BRONZE DISK.
 CG1136'REFERENCE MARK NO. 1, A STANDARD
 CG1136'BRONZE REFERENCE DISK, IS DOWN THE NORTH SLOPE OF
 CG1136'THE SUMMIT, IN AN OUTCROP OF LEDGE ROCK, 9.789 METERS (32.12
 CG1136'FEET) FROM STATION N 08 DEG 15 MIN E. REFERENCE
 CG1136'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG1136'ON CREST OF THE SUMMIT AT ITS NORTH END, SET IN TOP OF A
 CG1136'SMALL BOULDER AND 9.978 METERS (32.74 FEET) FROM STATION
 CG1136'S 67 DEG 03 MIN E. THE AZIMUTH MARK, A STANDARD
 CG1136'BRONZE DISK, IS ON THE TOPAWA-SAN MIGUEL ROAD, 0.7
 CG1136'MILE SOUTH-SOUTHEAST ALONG THE ROAD FROM A SURFACE WATER POND
 CG1136'AND CORRALS ON WEST SIDE OF ROAD, ABOUT 20 FEET WEST OF THE
 CG1136'CENTER OF THE ROAD, ABOUT UNDER THE TELEPHONE LINE AND IS ABOUT
 CG1136'THREE-FOURTHS MILE FROM STATION N 50 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0746 ***********************************************************************
 CG0746  DESIGNATION -  COMELY RM 3
 CG0746  PID         -  CG0746
 CG0746  STATE/COUNTY-  AZ/PIMA
 CG0746  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0746
 CG0746                         *CURRENT SURVEY CONTROL
 CG0746  ___________________________________________________________________
 CG0746* NAD 83(1986)-  31 43 50.     (N)    111 48 51.     (W)     SCALED    
 CG0746* NAVD 88     -       757.94   (+/-2cm)    2486.7    (feet)  VERTCON   
 CG0746  ___________________________________________________________________
 CG0746  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 CG0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0746
 CG0746.The horizontal coordinates were scaled from a topographic map and have
 CG0746.an estimated accuracy of +/- 6 seconds.
 CG0746
 CG0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0746.The vertical order pertains to the NGVD 29 superseded value.
 CG0746
 CG0746.The geoid height was determined by GEOID03.
 CG0746
 CG0746;                    North         East    Units  Estimated Accuracy
 CG0746;SPC AZ C     -    81,000.      223,070.      MT  (+/- 180 meters Scaled)
 CG0746
 CG0746                          SUPERSEDED SURVEY CONTROL
 CG0746
 CG0746  NGVD 29 (??/??/92)  757.222  (m)         2484.32   (f) ADJ UNCH    2 0
 CG0746
 CG0746.Superseded values are not recommended for survey control.
 CG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0746.See file dsdata.txt to determine how the superseded data were derived.
 CG0746
 CG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA228108(NAD 83)
 CG0746_MARKER: DR = REFERENCE MARK DISK
 CG0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0746_STAMPING: COMELY NO. 3 1935
 CG0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0746+STABILITY: SURFACE MOTION
 CG0746
 CG0746  HISTORY     - Date     Condition        Report By
 CG0746  HISTORY     - 1935     MONUMENTED       CGS
 CG0746  HISTORY     - 1952     GOOD             NGS
 CG0746
 CG0746                          STATION DESCRIPTION
 CG0746
 CG0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0746'7.75 MI S FROM TOPAWA.
 CG0746'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0746'TOPAWA, THENCE 6.25 MILES SOUTH ALONG A DIRT ROAD, 8.95 MILES NORTH OF
 CG0746'SAN MIGUEL, AT A SMALL SHORT RISE IN THE ROAD AT A SMALL WASH, 0.75
 CG0746'MILE SOUTHEAST OF A RESERVOIR ON THE SOUTHWEST SIDE OF THE ROAD, USGS
 CG0746'METAL TAG ON THE WITNESS POST STAMPED 2484.7, 55 FEET SOUTH OF THE
 CG0746'CENTER OF A WASH CROSSING, 43 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 CG0746'18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A
 CG0746'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 CG0746'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1482 ***********************************************************************
 DA1482  DESIGNATION -  COMEVA
 DA1482  PID         -  DA1482
 DA1482  STATE/COUNTY-  AZ/PIMA
 DA1482  USGS QUAD   -  PISINIMO (1990)
 DA1482
 DA1482                         *CURRENT SURVEY CONTROL
 DA1482  ___________________________________________________________________
 DA1482* NAD 83(1992)-  32 00 02.67239(N)    112 22 10.18830(W)     ADJUSTED  
 DA1482* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 DA1482  ___________________________________________________________________
 DA1482  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1482  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DA1482  HORZ ORDER  -  FIRST
 DA1482
 DA1482.The horizontal coordinates were established by classical geodetic methods
 DA1482.and adjusted by the National Geodetic Survey in August 1993.
 DA1482
 DA1482.The orthometric height was scaled from a topographic map.
 DA1482
 DA1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1482
 DA1482.The geoid height was determined by GEOID03.
 DA1482
 DA1482;                    North         East     Units Scale Factor Converg.
 DA1482;SPC AZ C     -   111,038.927   170,575.090   MT  0.99992257   -0 14 23.9
 DA1482;SPC AZ C     -   364,300.94    559,629.56   iFT  0.99992257   -0 14 23.9
 DA1482;UTM  12      - 3,541,337.345   370,639.313   MT  0.99980638   -0 43 33.0
 DA1482
 DA1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1482!SPC AZ C     -   0.99990449  x   0.99992257  =   0.99982707
 DA1482!UTM  12      -   0.99990449  x   0.99980638  =   0.99971089
 DA1482
 DA1482:                Primary Azimuth Mark                     Grid Az
 DA1482:SPC AZ C     -  PISINEMO STONE WINDMILL                  050 12 22.4
 DA1482:UTM  12      -  PISINEMO STONE WINDMILL                  050 41 31.5
 DA1482
 DA1482|---------------------------------------------------------------------|
 DA1482| PID    Reference Object                     Distance      Geod. Az  |
 DA1482|                                                           dddmmss.s |
 DA1482| DA1481 PISINEMO STONE WINDMILL             APPROX. 6.5 KM 0495758.5 |
 DA1482| CH5002 COMEVA AZ MK                                       1182004.4 |
 DA1482| CH5003 COMEVA RM 1                           9.720 METERS 15923     |
 DA1482| CH5004 COMEVA RM 2                          10.605 METERS 22444     |
 DA1482|---------------------------------------------------------------------|
 DA1482
 DA1482                          SUPERSEDED SURVEY CONTROL
 DA1482
 DA1482  NAD 83(1986)-  32 00 02.66436(N)    112 22 10.18924(W) AD(       ) 1
 DA1482  NAD 27      -  32 00 02.40700(N)    112 22 07.70000(W) AD(       ) 1
 DA1482
 DA1482.Superseded values are not recommended for survey control.
 DA1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1482.See file dsdata.txt to determine how the superseded data were derived.
 DA1482
 DA1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7063941337(NAD 83)
 DA1482_MARKER: DS = TRIANGULATION STATION DISK
 DA1482_SETTING: 80 = SET IN A BOULDER
 DA1482_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1482
 DA1482  HISTORY     - Date     Condition        Report By
 DA1482  HISTORY     - 1935     MONUMENTED       CGS
 DA1482  HISTORY     - 1972     GOOD             NGS
 DA1482
 DA1482                          STATION DESCRIPTION
 DA1482
 DA1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1482'ON THE HIGHEST POINT OF A LOW BLACK LAVA HILL ABOUT 4 MILES
 DA1482'SOUTHWEST OF THE TRADING POST OF PISINEMO, ON THE PAPAGO INDIAN
 DA1482'RESERVATION.  REACHED AS FOLLOWS FROM PISINEMO--GO SOUTH FROM
 DA1482'THE SUTHERLAND TRADING POST ALONG THE SANTA CRUZ ROAD FOR
 DA1482'3.2 MILES TO A POINT WHERE THE ROAD HAS THREE BRANCHES.  TAKE
 DA1482'THE EXTREME RIGHT FORK AND GO 0.3 MILE TO THE INDIAN VILLAGE OF
 DA1482'LOPEZ.  BEAR TO THE RIGHT BETWEEN CORRAL AND HOUSES AND GO
 DA1482'0.2 MILE TO A Y INTERSECTION.  KEEP STRAIGHT AHEAD ON THE MAIN
 DA1482'TRACK ROAD AND GO 1.5 MILES TO THE BASE OF SMALL LAVA HILL.
 DA1482'FROM THE BASE IT IS A 10-MINUTE PACK TO THE TOP AND STATION.
 DA1482'MARKED BY A STANDARD BRONZE DISK.
 DA1482'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA1482'IS 9.72 METERS (31.9 FEET) FROM STATION
 DA1482'S 20 DEG 39 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DA1482'BRONZE REFERENCE DISK, IS 10.605 METERS (34.79
 DA1482'FEET) FROM STATION S 44 DEG 43 MIN W.  THE AZIMUTH
 DA1482'MARK, A STANDARD BRONZE DISK, IS AT THE Y
 DA1482'INTERSECTION AND ABOUT 1-1/2 MILES DISTANT FROM THE STATION
 DA1482'S 61 DEG 40 MIN E.
 DA1482
 DA1482                          STATION RECOVERY (1972)
 DA1482
 DA1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JHW)
 DA1482'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1482'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1482'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2008 ***********************************************************************
 CZ2008  DESIGNATION -  COMO
 CZ2008  PID         -  CZ2008
 CZ2008  STATE/COUNTY-  AZ/PIMA
 CZ2008  USGS QUAD   -  COMOBABI (1979)
 CZ2008
 CZ2008                         *CURRENT SURVEY CONTROL
 CZ2008  ___________________________________________________________________
 CZ2008* NAD 83(1992)-  32 02 04.63720(N)    111 48 34.85314(W)     ADJUSTED  
 CZ2008* NAVD 88     -      1388.     (meters)    4554.     (feet)  SCALED    
 CZ2008  ___________________________________________________________________
 CZ2008  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CZ2008  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ2008  HORZ ORDER  -  SECOND
 CZ2008
 CZ2008.The horizontal coordinates were established by classical geodetic methods
 CZ2008.and adjusted by the National Geodetic Survey in August 1993.
 CZ2008
 CZ2008.The orthometric height was scaled from a topographic map.
 CZ2008
 CZ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2008
 CZ2008.The geoid height was determined by GEOID03.
 CZ2008
 CZ2008;                    North         East     Units Scale Factor Converg.
 CZ2008;SPC AZ C     -   114,710.715   223,464.563   MT  0.99990126   +0 03 24.3
 CZ2008;SPC AZ C     -   376,347.49    733,151.45   iFT  0.99990126   +0 03 24.3
 CZ2008;UTM  12      - 3,544,559.774   423,548.892   MT  0.99967208   -0 25 46.2
 CZ2008
 CZ2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2008!SPC AZ C     -   0.99978693  x   0.99990126  =   0.99968821
 CZ2008!UTM  12      -   0.99978693  x   0.99967208  =   0.99945908
 CZ2008
 CZ2008:                Primary Azimuth Mark                     Grid Az
 CZ2008:SPC AZ C     -  COMO AZ MK                               115 09 01.0
 CZ2008:UTM  12      -  COMO AZ MK                               115 38 11.5
 CZ2008
 CZ2008|---------------------------------------------------------------------|
 CZ2008| PID    Reference Object                     Distance      Geod. Az  |
 CZ2008|                                                           dddmmss.s |
 CZ2008| CH5005 COMO AZ MK                                         1151225.3 |
 CZ2008| CH5006 COMO RM 1                             4.820 METERS 25016     |
 CZ2008| CH5007 COMO RM 2                             7.710 METERS 31605     |
 CZ2008|---------------------------------------------------------------------|
 CZ2008
 CZ2008                          SUPERSEDED SURVEY CONTROL
 CZ2008
 CZ2008  NAD 83(1986)-  32 02 04.63076(N)    111 48 34.85245(W) AD(       ) 2
 CZ2008  NAD 27      -  32 02 04.36600(N)    111 48 32.40400(W) AD(       ) 2
 CZ2008
 CZ2008.Superseded values are not recommended for survey control.
 CZ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2008.See file dsdata.txt to determine how the superseded data were derived.
 CZ2008
 CZ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA2354944560(NAD 83)
 CZ2008_MARKER: DS = TRIANGULATION STATION DISK
 CZ2008_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2008
 CZ2008  HISTORY     - Date     Condition        Report By
 CZ2008  HISTORY     - 1936     MONUMENTED       CGS
 CZ2008  HISTORY     - 1972     GOOD             NGS
 CZ2008
 CZ2008                          STATION DESCRIPTION
 CZ2008
 CZ2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2008'ON A BLACK LAVA KNOB AT THE NORTHEAST END AND HIGHEST POINT
 CZ2008'OF THE SOUTH COMOBABI RANGE.  ABOUT 8 MILES NORTHEAST OF
 CZ2008'THE VILLAGE OF SELLS.  ABOUT 50 MILES WEST-SOUTHWEST OF
 CZ2008'TUCSON.  AND ABOUT 3 MILES SOUTHWEST OF THE INDIAN VILLAGE
 CZ2008'OF COMOBABI.  MARKED BY A STANDARD BRONZE DISK.
 CZ2008'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ2008'DISK IS 4.820 METERS (15.81 FEET) FROM STATION
 CZ2008'S 70 DEG 16 MIN W.  REFERENCE MARK NO. 2, A STANDARD
 CZ2008'BRONZE REFERENCE DISK IS 7.710 METERS (25.30 FEET)
 CZ2008'FROM STATION N 43 DEG 55 MIN W.  THE AZIMUTH MARK,
 CZ2008'A STANDARD BRONZE DISK IS ABOUT 1 MILE FROM
 CZ2008'STATION S 64 DEG 48 MIN E.
 CZ2008
 CZ2008                          STATION RECOVERY (1972)
 CZ2008
 CZ2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JHW)
 CZ2008'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 CZ2008'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 CZ2008'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3527 ***********************************************************************
 AA3527  SACS        -  This is a Secondary Airport Control Station.
 AA3527  DESIGNATION -  COMPASS ROSE
 AA3527  PID         -  AA3527
 AA3527  STATE/COUNTY-  AZ/COCHISE
 AA3527  USGS QUAD   -  FORT HUACHUCA (1983)
 AA3527
 AA3527                         *CURRENT SURVEY CONTROL
 AA3527  ___________________________________________________________________
 AA3527* NAD 83(2007)-  31 34 59.39387(N)    110 19 47.74881(W)     ADJUSTED  
 AA3527* NAVD 88     -      1407.30   (meters)    4617.1    (feet)  LEVELING  
 AA3527  ___________________________________________________________________
 AA3527  EPOCH DATE  -        2007.00
 AA3527  X           -  -1,889,850.152 (meters)                     COMP
 AA3527  Y           -  -5,100,738.431 (meters)                     COMP
 AA3527  Z           -   3,321,868.289 (meters)                     COMP
 AA3527  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA3527  ELLIP HEIGHT-        1379.278 (meters)          (02/10/07) ADJUSTED
 AA3527  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA3527
 AA3527  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3527  Type    PID    Designation                      North   East  Ellip
 AA3527  -------------------------------------------------------------------
 AA3527  NETWORK AA3527 COMPASS ROSE                      0.53   0.43   1.63
 AA3527  -------------------------------------------------------------------
 AA3527  VERT ORDER  -  THIRD ?
 AA3527
 AA3527.This mark is at Libby Aaf-Sierra Vista Mun Airport (FHU)
 AA3527
 AA3527.The horizontal coordinates were established by GPS observations
 AA3527.and adjusted by the National Geodetic Survey in February 2007.
 AA3527
 AA3527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3527.The horizontal coordinates are valid at the epoch date displayed above.
 AA3527.The epoch date for horizontal control is a decimal equivalence
 AA3527.of Year/Month/Day.
 AA3527
 AA3527.The orthometric height was determined by differential leveling.
 AA3527.The vertical network tie was performed by a horz. field party for horz.
 AA3527.obs reductions. Reset procedures were used to establish the elevation.
 AA3527
 AA3527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3527
 AA3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3527
 AA3527.The ellipsoidal height was determined by GPS observations
 AA3527.and is referenced to NAD 83.
 AA3527
 AA3527.The geoid height was determined by GEOID03.
 AA3527
 AA3527;                    North         East     Units Scale Factor Converg.
 AA3527;SPC AZ E     -    64,663.217   197,864.868   MT  0.99990296   -0 05 07.8
 AA3527;SPC AZ E     -   212,149.66    649,162.95   iFT  0.99990296   -0 05 07.8
 AA3527;UTM  12      - 3,494,428.902   563,576.989   MT  0.99964985   +0 21 03.4
 AA3527
 AA3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3527!SPC AZ E     -   0.99978347  x   0.99990296  =   0.99968645
 AA3527!UTM  12      -   0.99978347  x   0.99964985  =   0.99943339
 AA3527
 AA3527                          SUPERSEDED SURVEY CONTROL
 AA3527
 AA3527  ELLIP H (01/12/01) 1379.295  (m)                       GP(       ) 4 1
 AA3527  NAD 83(1992)-  31 34 59.39306(N)    110 19 47.74843(W) AD(       ) 1
 AA3527  ELLIP H (09/30/94) 1379.394  (m)                       GP(       ) 4 1
 AA3527  NGVD 29 (09/30/94) 1406.41   (m)         4614.2    (f) LEVELING    3  
 AA3527
 AA3527.Superseded values are not recommended for survey control.
 AA3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3527.See file dsdata.txt to determine how the superseded data were derived.
 AA3527
 AA3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6357794429(NAD 83)
 AA3527_MARKER: DD = SURVEY DISK
 AA3527_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3527_SP_SET: UNSPECIFIED
 AA3527_STAMPING: COMPASS ROSE 1985 GSS
 AA3527_MARK LOGO: DMA   
 AA3527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3527+STABILITY: SURFACE MOTION
 AA3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3527+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3527
 AA3527  HISTORY     - Date     Condition        Report By
 AA3527  HISTORY     - 1985     MONUMENTED       DMA
 AA3527  HISTORY     - 19930615 GOOD             NGS
 AA3527  HISTORY     - 19970619 GOOD             NGS
 AA3527
 AA3527                          STATION DESCRIPTION
 AA3527
 AA3527'DESCRIBED BY DEFENSE MAP AGENCY 1985
 AA3527'LOCATED AT THE FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT WEST OF
 AA3527'THE CITY OF SIERRA VISTA, ARIZONA WHICH IS 30 MI (48.3 KM) SOUTH OF
 AA3527'THE JUNCTION OF I-10 AND S.R. 90. MARK IS LOCATED IN THE EAST SECTION
 AA3527'OF THE AIRPORT JUST SOUTH OF RUNWAY END 29.  FORT HUACHUCA/SIERRA
 AA3527'VISTA MUNICIPAL AIRPORT IS A CONTROLLED AIRFIELD, TO GAIN ACCESS
 AA3527'CONTACT.  CARL NORRIS, AIR TRAFFIC AND AIRSPACE OFFICER, COMMANDER USA
 AA3527'GARRISON, ASH-DPTMS-A, FORT HUACHUCA, AZ 85613-6000.  PHONE (602)
 AA3527'538-2861. TO REACH THE STATION FROM THE AIR TRAFFIC CONTROL TOWER,
 AA3527'PROCEED NORTHEAST ACCROSS THE RAMP TO TAXIWAY D. CONTINUE FOR 0.1 MI
 AA3527'(0.2 KM)  TO THE MAIN TAXIWAY. TURN RIGHT HEADING EAST ON MAIN TAXIWAY
 AA3527'FOR 0.20 MI (0.32 KM) TO THE SOUTHEAST TAXIWAY. BEAR RIGHT HEADING
 AA3527'SOUTHEAST ON SOUTHEAST TAXIWAY FOR 0.50 MI (0.80 KM) TO THE END OF THE
 AA3527'TAXIWAY AND THE STATION IN THE CENTER OF THE PAINTED COMPASS ROSE
 AA3527'CONFIGURATION ON THE RUNUP AREA BETWEEN RUNWAY END 29 AND THE
 AA3527'SOUTHEAST TAXIWAY. IT IS 154.0 FT (46.9 M) EAST-SOUTHEAST OF THE WEST
 AA3527'EDGE OF THE TAXIWAY RUNUP AREA, 134.0 FT (40.8 M) SOUTHWEST OF THE
 AA3527'CENTER OF A SIGN (FHU 110-290 VOR CHECK COURSE), 84.5 FT (25.8 M)
 AA3527'NORTH OF THE SOUTH EDGE OF THE SOUTHEAST TAXIWAY, AND IS IN THE CENTER
 AA3527'OF THE PAINTED COMPASS ROSE. STATION IS A STANDARD DMA DISK SET IN A
 AA3527'DRILL HOLE IN TOP OF THE ASPHALT TAXIWAY FLUSH WITH THE SURFACE. DISK
 AA3527'IS STAMPED - COMPASS ROSE 1985 GSS.
 AA3527
 AA3527                          STATION RECOVERY (1993)
 AA3527
 AA3527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA3527'THE STATION IS IN THE CENTER OF THE COMPASS ROSE CONFIGURATION PAINTED
 AA3527'ON THE RUNUP AREA BETWEEN RUNWAY END 29 AND TAXIWAY E.  THE STATION IS
 AA3527'A 3.5 INCH BRONZE DMA DISK STAMPED COMPASS ROSE 1985 GSS, SET FLUSH
 AA3527'WITH THE SURFACE OF THE ASPHALT RUNUP AREA.
 AA3527
 AA3527                          STATION RECOVERY (1997)
 AA3527
 AA3527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AA3527'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.
 AA3527'DISK IS SET IN CONCRETE, SUROUNDED BY ASPHALT.  THE NEW AIRPORRT
 AA3527'MANAGHER IS JOHN TAYLOR, PHONE 520-458-5775.  THIS STATION HAS BEEN
 AA3527'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0960 ***********************************************************************
 CG0960  HT_MOD      -  This is a Height Modernization Survey Station.
 CG0960  DESIGNATION -  COMSTOCK
 CG0960  PID         -  CG0960
 CG0960  STATE/COUNTY-  AZ/COCHISE
 CG0960  USGS QUAD   -  TOMBSTONE (1978)
 CG0960
 CG0960                         *CURRENT SURVEY CONTROL
 CG0960  ___________________________________________________________________
 CG0960* NAD 83(2007)-  31 43 10.67742(N)    110 04 26.47706(W)     ADJUSTED  
 CG0960* NAVD 88     -      1400.66   (meters)    4595.3    (feet)  GPS OBS   
 CG0960  ___________________________________________________________________
 CG0960  EPOCH DATE  -        2007.00
 CG0960  X           -  -1,864,321.374 (meters)                     COMP
 CG0960  Y           -  -5,101,663.893 (meters)                     COMP
 CG0960  Z           -   3,334,748.698 (meters)                     COMP
 CG0960  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CG0960  ELLIP HEIGHT-        1373.029 (meters)          (02/10/07) ADJUSTED
 CG0960  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CG0960
 CG0960  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG0960  Type    PID    Designation                      North   East  Ellip
 CG0960  -------------------------------------------------------------------
 CG0960  NETWORK CG0960 COMSTOCK                          0.84   0.74   2.10
 CG0960  -------------------------------------------------------------------
 CG0960
 CG0960.The horizontal coordinates were established by GPS observations
 CG0960.and adjusted by the National Geodetic Survey in February 2007.
 CG0960
 CG0960.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0960.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0960.The horizontal coordinates are valid at the epoch date displayed above.
 CG0960.The epoch date for horizontal control is a decimal equivalence
 CG0960.of Year/Month/Day.
 CG0960
 CG0960.The orthometric height was determined by GPS observations and a
 CG0960.high-resolution geoid model.
 CG0960.The orthometric height was determined by GPS observations and a
 CG0960.high-resolution geoid model using precise GPS observation and
 CG0960.processing techniques.
 CG0960
 CG0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0960
 CG0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0960
 CG0960.The ellipsoidal height was determined by GPS observations
 CG0960.and is referenced to NAD 83.
 CG0960
 CG0960.The geoid height was determined by GEOID03.
 CG0960
 CG0960;                    North         East     Units Scale Factor Converg.
 CG0960;SPC AZ E     -    79,785.506   222,139.999   MT  0.99990095   +0 02 55.4
 CG0960;SPC AZ E     -   261,763.47    728,805.77   iFT  0.99990095   +0 02 55.4
 CG0960;UTM  12      - 3,509,732.516   587,730.446   MT  0.99969492   +0 29 12.8
 CG0960
 CG0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0960!SPC AZ E     -   0.99978445  x   0.99990095  =   0.99968542
 CG0960!UTM  12      -   0.99978445  x   0.99969492  =   0.99947944
 CG0960
 CG0960|---------------------------------------------------------------------|
 CG0960| PID    Reference Object                     Distance      Geod. Az  |
 CG0960|                                                           dddmmss.s |
 CG0960| CC7187 COMSTOCK RM 1                         5.901 METERS 11858     |
 CG0960| CC7185 COMSTOCK AZ MK                                     1383347.2 |
 CG0960| CC7186 COMSTOCK AZ MK RESET                               1404325.8 |
 CG0960| CG0957 TOMBSTONE COURTHOUSE SPIRE          APPROX. 0.9 KM 1493802.4 |
 CG0960| CC7188 COMSTOCK RM 2                        13.638 METERS 25240     |
 CG0960| CG0958 TOMBSTONE SCHIEFFELIN MONUMENT      APPROX. 3.0 KM 2935402.1 |
 CG0960|---------------------------------------------------------------------|
 CG0960
 CG0960                          SUPERSEDED SURVEY CONTROL
 CG0960
 CG0960  NAD 83(1992)-  31 43 10.67710(N)    110 04 26.47701(W) AD(       ) A
 CG0960  ELLIP H (03/22/05) 1373.039  (m)                       GP(       ) 4 1
 CG0960  NAD 83(1992)-  31 43 10.67912(N)    110 04 26.47548(W) AD(       ) 2
 CG0960  NAD 83(1986)-  31 43 10.67383(N)    110 04 26.47201(W) AD(       ) 2
 CG0960  NAD 27      -  31 43 10.35100(N)    110 04 24.18700(W) AD(       ) 2
 CG0960  NGVD 29 (06/28/91) 1399.5    (m)         4592.     (f) VERT ANG    3  
 CG0960
 CG0960.Superseded values are not recommended for survey control.
 CG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0960.See file dsdata.txt to determine how the superseded data were derived.
 CG0960
 CG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8773009733(NAD 83)
 CG0960_MARKER: DS = TRIANGULATION STATION DISK
 CG0960_SETTING: 66 = SET IN ROCK OUTCROP
 CG0960_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0960_STAMPING: COMSTOCK 1946
 CG0960_MARK LOGO: CGS   
 CG0960_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0960+STABILITY: POSITION/ELEVATION WELL
 CG0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0960+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CG0960
 CG0960  HISTORY     - Date     Condition        Report By
 CG0960  HISTORY     - 1946     MONUMENTED       CGS
 CG0960  HISTORY     - 1963     GOOD             AZHD
 CG0960  HISTORY     - 1973     GOOD             LOCENG
 CG0960  HISTORY     - 1986     GOOD             AZDT
 CG0960  HISTORY     - 20031030 GOOD             AZ-003
 CG0960  HISTORY     - 20040429 GOOD             AZ-003
 CG0960  HISTORY     - 20060506 GOOD             NGS
 CG0960
 CG0960                          STATION DESCRIPTION
 CG0960
 CG0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0960'STATION IS LOCATED ON A LOW PROMINENT HILL, ON THE NW EDGE OF
 CG0960'TOMBSTONE, AND JUST W ACROSS U.S. HIGHWAY 80 AND RAILROAD
 CG0960'TRACKS FROM BOOTHILL GRAVEYARD.  THE HILL IS SHOWN ON U.S.
 CG0960'GEOLOGICAL SURVEY CHARTS AS COMSTOCK HILL.
 CG0960'
 CG0960'TO REACH STATION FROM POST OFFICE IN TOMBSTONE, GO N ON U.S.
 CG0960'HIGHWAY 80 FOR 0.4 MILE TO THE BOOTHILL MOTEL AND WEST SIDE STORE
 CG0960'AND TURN LEFT ON THE FIRST TRACK ROAD AFTER PASSING THE STORE
 CG0960'(ABOUT 50 YARDS AND IMMEDIATELY AT THE END OF THE CURVE IN THE
 CG0960'HIGHWAY).  (THE AZIMUTH MARK IS LOCATED 0.05 MILE BEYOND THIS
 CG0960'POINT ON HIGHWAY.) AFTER TURNING LEFT ON DIRT ROAD, GO 0.1 MILE
 CG0960'TO FORK.  TAKE LEFT FORK ACROSS RAILROAD TRACKS AND THEN KEEP
 CG0960'SECOND FORK FROM RIGHT AND GO 0.15 MILE TO WIRE GATE AFTER
 CG0960'PASSING TO THE RIGHT OF TIN SHACKS.  PASS THROUGH, TURN RIGHT
 CG0960'AND FOLLOW DIM TRACKS FOR 0.15 MILE TO TOP OF HILL AND
 CG0960'STATION SITE.
 CG0960'
 CG0960'THE STATION MARK IS A BRONZE STATION DISK, STAMPED COMSTOCK
 CG0960'1946, AND SET FLUSH IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 CG0960'THE SURROUNDING GROUND.  IT IS LOCATED 14.8 FEET N OF AN OLD
 CG0960'LAMPPOST AND 6.1 FEET NE OF THE NE ARC OF A CIRCULAR CURB.
 CG0960'
 CG0960'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED COMSTOCK
 CG0960'1946 NO 1, AND IS SET FLUSH IN OUTCROPPING BEDROCK.  IT PROJECTS
 CG0960'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 12 INCHES LOWER
 CG0960'THAN STATION.
 CG0960'
 CG0960'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED COMSTOCK
 CG0960'1946 NO 2, AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS
 CG0960'ABOUT 14 INCHES ON THE HIGH SIDE AND 2 INCHES ON THE LOWER SIDE.
 CG0960'IT IS ABOUT 12 INCHES HIGHER THAN STATION.
 CG0960'
 CG0960'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED COMSTOCK
 CG0960'1946, AND IS SET IN A 7-FOOT CONCRETE CULVERT 2.2 FEET FROM
 CG0960'THE N END.  IT IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 80
 CG0960'AND SAFFORD STREET, ON THE W SIDE OF THE HIGHWAY, AND IS ABOUT
 CG0960'1/2 MILE SE OF STATION BY AIRLINE.
 CG0960'
 CG0960'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 CG0960
 CG0960                          STATION RECOVERY (1963)
 CG0960
 CG0960'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1963
 CG0960'THE NEW AZIMUTH MARK COULD NOT BE SET ON LINE SINCE A POWER
 CG0960'LINE HAS BEEN CONSTRUCTED WITH A POLE EXACTLY ON LINE BETWEEN
 CG0960'THE STATION AND THE AZIMUTH MARK.  THE RESET AZIMUTH MARK CAN
 CG0960'BE LOCATED BY THE ORIGINAL DESCRIPTION, HOWEVER, IT IS NOW
 CG0960'SET ON THE SAME SIDE OF THE HIGHWAY IN A NEW CONCRETE CURB
 CG0960'AND NOT IN A HEADWALL AS PREVIOUSLY.  THE OLD MARK WAS NOT
 CG0960'REMOVED AND HAS SINCE BEEN BURIED IN THE NEW HIGHWAY FILL.
 CG0960'
 CG0960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LTR OF
 CG0960'ARIZONA HWY DEPT. DATED MAY 20, 1964--
 CG0960
 CG0960                          STATION RECOVERY (1973)
 CG0960
 CG0960'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RJM)
 CG0960'STATION RECOVERED BY BELL AEROSPACE CO.
 CG0960'
 CG0960'COMSTOCK 1946-GOOD
 CG0960'
 CG0960'COMSTOCK 1946-RESET 1963-GOOD (AZIMUTH MARK)
 CG0960'
 CG0960'NO ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS.  THE STATION
 CG0960'AND AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.  THE
 CG0960'AZIMUTH MARK HAS BEEN RESET IN THE NW CURB AT SAFFORD STREET
 CG0960'AND U.S. 80.
 CG0960
 CG0960                          STATION RECOVERY (1986)
 CG0960
 CG0960'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0960'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0960'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0960'
 CG0960'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE TRAVEL
 CG0960'NORTHWEST ALONG ALLEN STREET FOR 0.45 MILE TO HASKELL STREET.  TURN
 CG0960'RIGHT AND TRAVEL NORTHEAST 2 BLOCKS TO SAFFORD STREET.
 CG0960'TURN LEFT AND TRAVEL
 CG0960'0.05 MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT FOR 0.05 MILE TO A
 CG0960'TRACK ROAD ON THE LEFT.  TURN LEFT FOR 0.05 MILE TO A GATE.  PASS
 CG0960'THROUGH THE GATE AND TRAVEL NORTH 0.1 MILE TO THE TOP OF COMSTOCK HILL
 CG0960'AND THE STATION.
 CG0960
 CG0960                          STATION RECOVERY (2003)
 CG0960
 CG0960'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CG0960'RECOVERED AS DESCRIBED.
 CG0960
 CG0960                          STATION RECOVERY (2004)
 CG0960
 CG0960'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG0960'RECOVERED AS DESCRIBED
 CG0960
 CG0960                          STATION RECOVERY (2006)
 CG0960
 CG0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CG0960'MARK IS DENTED, BUT SOLID.  US 80 IS NOW AZ 80.  THERE IS A USGS BM
 CG0960'OPPOSITE RESERVOIR CIRCLE.  MARK IS STAMPED 'COMSTOCK 1946 ASA 762'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0503 ***********************************************************************
 ER0503  DESIGNATION -  CONCHO
 ER0503  PID         -  ER0503
 ER0503  STATE/COUNTY-  AZ/APACHE
 ER0503  USGS QUAD   -  CONCHO (1984)
 ER0503
 ER0503                         *CURRENT SURVEY CONTROL
 ER0503  ___________________________________________________________________
 ER0503* NAD 83(1992)-  34 24 42.13829(N)    109 37 06.03837(W)     ADJUSTED  
 ER0503* NAVD 88     -      2048.1    (meters)    6719.     (feet)  VERTCON   
 ER0503  ___________________________________________________________________
 ER0503  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 ER0503  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0503  HORZ ORDER  -  SECOND
 ER0503
 ER0503.The horizontal coordinates were established by classical geodetic methods
 ER0503.and adjusted by the National Geodetic Survey in August 1993.
 ER0503
 ER0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0503
 ER0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0503
 ER0503.The geoid height was determined by GEOID03.
 ER0503
 ER0503;                    North         East     Units Scale Factor Converg.
 ER0503;SPC AZ E     -   378,454.437   263,766.216   MT  0.99993131   +0 18 35.6
 ER0503;SPC AZ E     - 1,241,648.42    865,374.72   iFT  0.99993131   +0 18 35.6
 ER0503;UTM  12      - 3,808,671.881   626,978.566   MT  0.99979874   +0 46 51.3
 ER0503
 ER0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0503!SPC AZ E     -   0.99968226  x   0.99993131  =   0.99961359
 ER0503!UTM  12      -   0.99968226  x   0.99979874  =   0.99948106
 ER0503
 ER0503|---------------------------------------------------------------------|
 ER0503| PID    Reference Object                     Distance      Geod. Az  |
 ER0503|                                                           dddmmss.s |
 ER0503| CD1835 CONCHO RM 2                           8.420 METERS 05133     |
 ER0503| ER0504 CRATER                              APPROX.18.0 KM 1701904.1 |
 ER0503| CD1834 CONCHO RM 1                           8.152 METERS 31303     |
 ER0503|---------------------------------------------------------------------|
 ER0503
 ER0503                          SUPERSEDED SURVEY CONTROL
 ER0503
 ER0503  NAD 83(1986)-  34 24 42.13652(N)    109 37 06.04639(W) AD(       ) 2
 ER0503  NAD 27      -  34 24 42.00406(N)    109 37 03.66414(W) AD(       ) 2
 ER0503  NGVD 29 (07/19/86) 2047.2    (m)         6717.     (f) VERT ANG    3  
 ER0503
 ER0503.Superseded values are not recommended for survey control.
 ER0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0503.See file dsdata.txt to determine how the superseded data were derived.
 ER0503
 ER0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2697908672(NAD 83)
 ER0503_MARKER: DD = SURVEY DISK
 ER0503_SETTING: 66 = SET IN ROCK OUTCROP
 ER0503_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ER0503
 ER0503  HISTORY     - Date     Condition        Report By
 ER0503  HISTORY     - 1932     MONUMENTED       USGS
 ER0503
 ER0503                          STATION DESCRIPTION
 ER0503
 ER0503'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (HMB)
 ER0503'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CONCHO ON TOP OF A
 ER0503'PROMINENT RED VOLCANIC CONE WHICH HAS A CINDER PIT ON THE NORTHWEST
 ER0503'SIDE.
 ER0503'
 ER0503'THE STATION MARK IS A USGS DISK STAMPED---CONCHO 1932---IT IS SET IN A
 ER0503'DRILL HOLE IN A BOULDER.
 ER0503'
 ER0503'REFERENCE MARK 1 IS A USGS DISK STAMPED---CONCHO RM 1 1932---IT IS SET
 ER0503'IN A DRILL HOLE IN A BOULDER.
 ER0503'
 ER0503'REFERENCE MARK 2 IS A USGS DISK STAMPED---CONCHO RM 2 1932---IT IS SET
 ER0503'IN A DRILL HOLE IN A BOULDER.
 ER0503'
 ER0503'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60, 77 AND 260 IN
 ER0503'SHOW LOW, TRAVEL EAST ALONG US 60 FOR 11 MILES TO JUNCTION WITH SR 61.
 ER0503'BEAR LEFT ON SR 61 AND TRAVEL 15 MILES TO MILE POST 368 AND CINDER DR.
 ER0503'TURN RIGHT ON PAVED ROAD FOR 1.2 MILES TO END OF PAVEMENT.  CONTINUE
 ER0503'AHEAD FOR 0.2 MILE TO A FORK, TAKE LEFT FORK UP STEEP HILL TO THE TOP
 ER0503'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0539 ***********************************************************************
 ER0539  DESIGNATION -  CONCHO
 ER0539  PID         -  ER0539
 ER0539  STATE/COUNTY-  AZ/APACHE
 ER0539  USGS QUAD   -  STINKING SPRINGS (1982)
 ER0539
 ER0539                         *CURRENT SURVEY CONTROL
 ER0539  ___________________________________________________________________
 ER0539* NAD 83(1992)-  34 32 14.12211(N)    109 32 34.28681(W)     ADJUSTED  
 ER0539* NAVD 88     -      1925.1    (meters)    6316.     (feet)  VERTCON   
 ER0539  ___________________________________________________________________
 ER0539  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 ER0539  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ER0539  HORZ ORDER  -  SECOND
 ER0539
 ER0539.The horizontal coordinates were established by classical geodetic methods
 ER0539.and adjusted by the National Geodetic Survey in August 1993.
 ER0539
 ER0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0539
 ER0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0539
 ER0539.The geoid height was determined by GEOID03.
 ER0539
 ER0539;                    North         East     Units Scale Factor Converg.
 ER0539;SPC AZ E     -   392,420.962   270,619.810   MT  0.99994040   +0 21 13.2
 ER0539;SPC AZ E     - 1,287,470.35    887,860.27   iFT  0.99994040   +0 21 13.2
 ER0539;UTM  12      - 3,822,692.597   633,716.069   MT  0.99982039   +0 49 34.5
 ER0539
 ER0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0539!SPC AZ E     -   0.99970158  x   0.99994040  =   0.99964200
 ER0539!UTM  12      -   0.99970158  x   0.99982039  =   0.99952203
 ER0539
 ER0539:                Primary Azimuth Mark                     Grid Az
 ER0539:SPC AZ E     -  BLACK                                    062 49 11.4
 ER0539:UTM  12      -  BLACK                                    062 20 50.1
 ER0539
 ER0539|---------------------------------------------------------------------|
 ER0539| PID    Reference Object                     Distance      Geod. Az  |
 ER0539|                                                           dddmmss.s |
 ER0539| ER0465 BLACK                               APPROX. 5.2 KM 0631024.6 |
 ER0539| CD1837 CONCHO ECC                            6.353 METERS 29732     |
 ER0539| CD1836 CONCHO RM 1                                        34312     |
 ER0539|---------------------------------------------------------------------|
 ER0539
 ER0539                          SUPERSEDED SURVEY CONTROL
 ER0539
 ER0539  NAD 83(1986)-  34 32 14.12059(N)    109 32 34.29508(W) AD(       ) 2
 ER0539  NAD 27      -  34 32 14.00896(N)    109 32 31.89960(W) AD(       ) 2
 ER0539  NGVD 29 (07/19/86) 1924.2    (m)         6313.     (f) VERT ANG    3  
 ER0539
 ER0539.Superseded values are not recommended for survey control.
 ER0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0539.See file dsdata.txt to determine how the superseded data were derived.
 ER0539
 ER0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3371622693(NAD 83)
 ER0539_MARKER: DD = SURVEY DISK
 ER0539_SETTING: 66 = SET IN ROCK OUTCROP
 ER0539
 ER0539  HISTORY     - Date     Condition        Report By
 ER0539  HISTORY     - 1954     MONUMENTED       USGS
 ER0539
 ER0539                          STATION DESCRIPTION
 ER0539
 ER0539'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (RMG)
 ER0539'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF CONCHO AND 3.5
 ER0539'MILES NORTH OF STATE HWY. 61 ON NORTHEAST END OF A HIGH BROAD
 ER0539'RIDGE JUST NORTH OF A DRY LAKE.
 ER0539'
 ER0539'THE STATION MARK IS A STANDARD USGS DISK STAMPED---CONCHO 1954---
 ER0539'AND IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 ER0539'
 ER0539'REFERENCE MARK 1 IS A USGS DISK STAMPED---CONCHO RM 1 1954---AND IS
 ER0539'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.
 ER0539'
 ER0539'REFERENCE MARK 2 IS A USGS DISK STAMPED---CONCHO ECC 1954---AND IS
 ER0539'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 ER0539'
 ER0539'TO REACH THE STATION FROM THE INTERSECTION OF US HWY. 180 AND 666 AND
 ER0539'STATE ROUTE 61 IN ST. JOHNS, TRAVEL WEST ON HWY. 180 AND 61 FOR 10.50
 ER0539'MILES TO MILE POST 367.05 AND A GATE ON THE RIGHT, PASS THROUGH GATE
 ER0539'AND TRAVEL NORTH ON TRACK ROAD FOR 1.4 MILES TO A WINDMILL AND CORRALS
 ER0539', CONTINUE ON TRACK ROAD FOR 1.10 MILES TO A ROAD JUNCTION, GO LEFT,
 ER0539'WEST, FOR 0.25 MILE TO ROAD JUNCTION, TAKE THE RIGHT FORK, NORTH, AND
 ER0539'GO 0.55 MILE TO A ROAD TO THE RIGHT, GO RIGHT FOR 0.5 MILE TO A BEND
 ER0539'IN THE ROAD, LEFT, CONTINUE ON ROAD FOR 0.4 MILE TO BASE OF HILL,
 ER0539'(4X4 REQUIRED) PROCEED UP HILL ON TRACK ROAD FOR 0.1 MILE THEN BEAR
 ER0539'LEFT AND PROCEED CROSS COUNTRY TO THE STATION ON HIGHEST PART OF RIDGE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0616 ***********************************************************************
 FQ0616  DESIGNATION -  CONE
 FQ0616  PID         -  FQ0616
 FQ0616  STATE/COUNTY-  AZ/COCONINO
 FQ0616  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0616
 FQ0616                         *CURRENT SURVEY CONTROL
 FQ0616  ___________________________________________________________________
 FQ0616* NAD 83(1992)-  35 22 48.71356(N)    111 34 26.66176(W)     ADJUSTED  
 FQ0616* NAVD 88     -      2280.7    (meters)    7483.     (feet)  VERTCON   
 FQ0616  ___________________________________________________________________
 FQ0616  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 FQ0616  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FQ0616  HORZ ORDER  -  SECOND
 FQ0616
 FQ0616.The horizontal coordinates were established by classical geodetic methods
 FQ0616.and adjusted by the National Geodetic Survey in August 1993.
 FQ0616
 FQ0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0616
 FQ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0616
 FQ0616.The geoid height was determined by GEOID03.
 FQ0616
 FQ0616;                    North         East     Units Scale Factor Converg.
 FQ0616;SPC AZ C     -   485,804.613   244,486.375   MT  0.99991194   +0 11 54.1
 FQ0616;SPC AZ C     - 1,593,847.16    802,120.65   iFT  0.99991194   +0 11 54.1
 FQ0616;UTM  12      - 3,915,358.173   447,858.084   MT  0.99963350   -0 19 56.6
 FQ0616
 FQ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0616!SPC AZ C     -   0.99964574  x   0.99991194  =   0.99955771
 FQ0616!UTM  12      -   0.99964574  x   0.99963350  =   0.99927937
 FQ0616
 FQ0616:                Primary Azimuth Mark                     Grid Az
 FQ0616:SPC AZ C     -  PASS                                     154 08 33.4
 FQ0616:UTM  12      -  PASS                                     154 40 24.1
 FQ0616
 FQ0616|---------------------------------------------------------------------|
 FQ0616| PID    Reference Object                     Distance      Geod. Az  |
 FQ0616|                                                           dddmmss.s |
 FQ0616| FQ0621 PASS                                APPROX. 3.1 KM 1542027.5 |
 FQ0616| CH2962 CONE RM 1                            11.255 METERS 19251     |
 FQ0616| CH2963 CONE RM 2                             6.270 METERS 26456     |
 FQ0616|---------------------------------------------------------------------|
 FQ0616
 FQ0616                          SUPERSEDED SURVEY CONTROL
 FQ0616
 FQ0616  NAD 83(1986)-  35 22 48.71041(N)    111 34 26.66050(W) AD(       ) 2
 FQ0616  NAD 27      -  35 22 48.68250(N)    111 34 24.08726(W) AD(       ) 2
 FQ0616  NGVD 29 (07/19/86) 2279.7    (m)         7479.     (f) VERT ANG    3  
 FQ0616
 FQ0616.Superseded values are not recommended for survey control.
 FQ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0616.See file dsdata.txt to determine how the superseded data were derived.
 FQ0616
 FQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4785815358(NAD 83)
 FQ0616_MARKER: DD = SURVEY DISK
 FQ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0616
 FQ0616  HISTORY     - Date     Condition        Report By
 FQ0616  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0616
 FQ0616                          STATION DESCRIPTION
 FQ0616
 FQ0616'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0616'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH OF FLAGSTAFF, 27
 FQ0616'MILES SOUTH OF GRAY MOUNTAIN AND ABOUT 1/2 MILE EAST OF U.S. HIGHWAY
 FQ0616'89.  IT IS ON A BENCH ON A RIDGE LEADING WEST FROM A PROMINENT
 FQ0616'UNNAMED CRATER, ON PROPERTY OF THE U.S. FORREST SERVICE.
 FQ0616'
 FQ0616'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, CONE 1321
 FQ0616'1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FQ0616'PROJECTS 5 INCHES.  THE MARK IS 39-1/2 FEET NORTH OF A 28 INCH
 FQ0616'PINE TREE, 33 FEET EAST OF A 20 INCH PINE TREE AND 21 FEET
 FQ0616'SOUTHWEST OF A 18 INCH PINE.
 FQ0616'
 FQ0616'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, CONE 1321
 FQ0616'RM 1 1974.  IT IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS 3
 FQ0616'INCHES.  IT IS 17 FEET NORTHWEST OF A 28 INCH PINE TREE AND 12-1/2
 FQ0616'FEET SOUTHEAST OF A 10 INCH TREE.
 FQ0616'
 FQ0616'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, CONE 1321
 FQ0616'RM 2 1974.  IT IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS 2
 FQ0616'INCHES.  IT IS 35-1/2 FEET SOUTHWEST OF AN 18 INCH PINE TREE AND
 FQ0616'12 FEET EAST OF 20 INCH PINE TREE.
 FQ0616'
 FQ0616'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0616'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO NORTH ALONG
 FQ0616'U.S. 89 FOR 13.9 MILES TO THE ENTRANCE TO SUNSET CRATER
 FQ0616'NATIONAL MONUMENT ON THE RIGHT, CONTINUE NORTH FOR 0.8 MILE TO A
 FQ0616'DIRT ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 0.45 MILE TO
 FQ0616'THE EAST END OF A BORROW PIT, BEAR RIGHT ON A STEEP NARROW ROAD
 FQ0616'FOR 0.35 MILE TO THE NEXT NARROW VALLEY.  TURN RIGHT ALONG
 FQ0616'TRACK ROAD ABOUT 1/4 MILE PASSING A LOGGING ROAD ON LEFT, BEAR
 FQ0616'LEFT UP A VERY STEEP ROAD TO THE STATION ON THE FIRST BENCH.
 FQ0616'
 FQ0616'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1885 ***********************************************************************
 DU1885  DESIGNATION -  CONE
 DU1885  PID         -  DU1885
 DU1885  STATE/COUNTY-  AZ/GILA
 DU1885  USGS QUAD   -  INSPIRATION (1982)
 DU1885
 DU1885                         *CURRENT SURVEY CONTROL
 DU1885  ___________________________________________________________________
 DU1885* NAD 83(1992)-  33 25 53.82341(N)    110 58 20.98184(W)     ADJUSTED  
 DU1885* NAVD 88     -      1439.0    (meters)    4721.     (feet)  VERTCON   
 DU1885  ___________________________________________________________________
 DU1885  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 DU1885  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DU1885  HORZ ORDER  -  THIRD
 DU1885
 DU1885.The horizontal coordinates were established by classical geodetic methods
 DU1885.and adjusted by the National Geodetic Survey in August 1993.
 DU1885
 DU1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1885
 DU1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1885
 DU1885.The geoid height was determined by GEOID03.
 DU1885
 DU1885;                    North         East     Units Scale Factor Converg.
 DU1885;SPC AZ E     -   269,907.055   138,428.078   MT  0.99996920   -0 26 38.3
 DU1885;SPC AZ E     -   885,521.83    454,160.36   iFT  0.99996920   -0 26 38.3
 DU1885;UTM  12      - 3,699,138.112   502,556.823   MT  0.99960008   +0 00 54.6
 DU1885
 DU1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1885!SPC AZ E     -   0.99977849  x   0.99996920  =   0.99974770
 DU1885!UTM  12      -   0.99977849  x   0.99960008  =   0.99937866
 DU1885
 DU1885:                Primary Azimuth Mark                     Grid Az
 DU1885:SPC AZ E     -  HUTTON                                   190 04 13.3
 DU1885:UTM  12      -  HUTTON                                   189 36 40.4
 DU1885
 DU1885|---------------------------------------------------------------------|
 DU1885| PID    Reference Object                     Distance      Geod. Az  |
 DU1885|                                                           dddmmss.s |
 DU1885| DU1891 HUTTON                              APPROX.11.7 KM 1893735.0 |
 DU1885|---------------------------------------------------------------------|
 DU1885
 DU1885                          SUPERSEDED SURVEY CONTROL
 DU1885
 DU1885  NAD 83(1986)-  33 25 53.81923(N)    110 58 20.98230(W) AD(       ) 3
 DU1885  NGVD 29 (09/20/88) 1438.3    (m)         4719.     (f) VERT ANG    3  
 DU1885
 DU1885.Superseded values are not recommended for survey control.
 DU1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1885.See file dsdata.txt to determine how the superseded data were derived.
 DU1885
 DU1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0255799138(NAD 83)
 DU1885_MARKER: DS = TRIANGULATION STATION DISK
 DU1885_SETTING: 80 = SET IN A BOULDER
 DU1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1885+STABILITY: SURFACE MOTION
 DU1885
 DU1885  HISTORY     - Date     Condition        Report By
 DU1885  HISTORY     - 1944     MONUMENTED       USGS
 DU1885  HISTORY     - 1946     GOOD             USGS
 DU1885
 DU1885                          STATION DESCRIPTION
 DU1885
 DU1885'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 DU1885'LOCATED ABOUT 1.5 MI NNW. OF PORPHYRY MTN. (CASTLE DOME COPPER
 DU1885'CO. STRIP MINING OPERATIONS).  ON PROMINENT, ISOLATED, CONE PEAK.
 DU1885'HIGHEST PART OF SUMMIT AT EXTREME NORTH END.
 DU1885'
 DU1885'TO REACH FROM CASTLE DOME COPPER CO. POWDER MAGAZINE, WHICH IS
 DU1885'ABOUT 0.25 MI N. OF THEIR PORPHYRY MTN. STRIP MINING OPERATIONS,
 DU1885'WALK CROSS-COUNTRY.
 DU1885'
 DU1885'STATION MARK--STANDARD TABLET STAMPED---CONE 1944---, CEMENTED IN
 DU1885'SLOPING FACE OF NATURAL ROCK ABOUT FLUSH WITH GROUND.
 DU1885'
 DU1885'RM 1--CHISELED CROSS IN NATURAL ROCK OUTCROP IN EAST FACE OF
 DU1885'ROCK ON SUMMIT.
 DU1885'
 DU1885'RM 2--CHISELED CROSS IN NATURAL ROCK OUTCROP IN SLOPING ROCK ON
 DU1885'BENCH TO W.
 DU1885
 DU1885                          STATION RECOVERY (1946)
 DU1885
 DU1885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0280 ***********************************************************************
 CZ0280  DESIGNATION -  CONGRESS
 CZ0280  PID         -  CZ0280
 CZ0280  STATE/COUNTY-  AZ/PIMA
 CZ0280  USGS QUAD   -  TUCSON (1992)
 CZ0280
 CZ0280                         *CURRENT SURVEY CONTROL
 CZ0280  ___________________________________________________________________
 CZ0280* NAD 83(1992)-  32 13 14.61084(N)    110 58 48.30039(W)     ADJUSTED  
 CZ0280* NAVD 88     -       721.63   (+/-2cm)    2367.5    (feet)  VERTCON   
 CZ0280  ___________________________________________________________________
 CZ0280  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CZ0280  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0280  HORZ ORDER  -  SECOND
 CZ0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0280
 CZ0280.The horizontal coordinates were established by classical geodetic methods
 CZ0280.and adjusted by the National Geodetic Survey in August 1993.
 CZ0280
 CZ0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0280.The vertical order pertains to the NGVD 29 superseded value.
 CZ0280
 CZ0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0280
 CZ0280.The geoid height was determined by GEOID03.
 CZ0280
 CZ0280;                    North         East     Units Scale Factor Converg.
 CZ0280;SPC AZ C     -   135,725.253   301,640.901   MT  0.99999608   +0 29 57.8
 CZ0280;SPC AZ C     -   445,292.82    989,635.50   iFT  0.99999608   +0 29 57.8
 CZ0280;UTM  12      - 3,564,902.020   501,876.705   MT  0.99960004   +0 00 38.2
 CZ0280
 CZ0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0280!SPC AZ C     -   0.99989130  x   0.99999608  =   0.99988738
 CZ0280!UTM  12      -   0.99989130  x   0.99960004  =   0.99949138
 CZ0280
 CZ0280|---------------------------------------------------------------------|
 CZ0280| PID    Reference Object                     Distance      Geod. Az  |
 CZ0280|                                                           dddmmss.s |
 CZ0280| CZ0279 CONGRESS RM 1                        12.632 METERS 00904     |
 CZ0280| CZ1839 TUCSON RADIO STATION KMOP MAST      432.015 METERS 2240632.3 |
 CZ0280| CZ0278 CONGRESS RM 2                        17.863 METERS 27301     |
 CZ0280|---------------------------------------------------------------------|
 CZ0280
 CZ0280                          SUPERSEDED SURVEY CONTROL
 CZ0280
 CZ0280  NAD 83(1986)-  32 13 14.60719(N)    110 58 48.29816(W) AD(       ) 2
 CZ0280  NAD 27      -  32 13 14.33230(N)    110 58 45.96590(W) AD(       ) 2
 CZ0280  NGVD 29 (??/??/92)  720.961  (m)         2365.35   (f) ADJ UNCH    2 0
 CZ0280
 CZ0280.Superseded values are not recommended for survey control.
 CZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0280.See file dsdata.txt to determine how the superseded data were derived.
 CZ0280
 CZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0187764902(NAD 83)
 CZ0280_MARKER: DS = TRIANGULATION STATION DISK
 CZ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0280+STABILITY: SURFACE MOTION
 CZ0280
 CZ0280  HISTORY     - Date     Condition        Report By
 CZ0280  HISTORY     - 1959     MONUMENTED       CGS
 CZ0280  HISTORY     - 1960     GOOD             NGS
 CZ0280  HISTORY     - 1975     GOOD             USAF
 CZ0280  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0280
 CZ0280                          STATION DESCRIPTION
 CZ0280
 CZ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0280'THE STATION IS AT THE WEST EDGE OF THE CITY OF TUCSON, ON THE
 CZ0280'FREE WAY BETWEEN THE TWO LANES OF TRAFFIC.  NEAR THE SOUTH END
 CZ0280'OF THE CONCRETE OVER PASS OVER CONGRESS STREET.
 CZ0280'
 CZ0280'THE STATION MARK, STAMPED CONGRESS 1959, IS A STANDARD DISK
 CZ0280'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0280'5 INCHES.  IT IS 38 FEET EAST OF THE CENTER OF THE SOUTH BOUND
 CZ0280'TRAFFIC LANE, 34 FEET WEST OF THE CENTER OF THE NORTH BOUND
 CZ0280'TRAFFIC LANE AND 3-1/2 FEET SOUTH OF THE SOUTH HEAD WALL.
 CZ0280'
 CZ0280'REFERENCE MARK 1, STAMPED CONGRESS NO 1 1959, IS A STANDARD
 CZ0280'DISK CEMENTED IN A DRILL HOLE IN THE WEST GUARD RAIL FOR NORTH
 CZ0280'BOUND TRAFFIC.  IT IS 36 FEET NORTH OF THE SOUTH END OF THE OVER
 CZ0280'PASS AND 22 FEET WEST OF THE CENTER OF THE NORTH BOUND TRAFFIC
 CZ0280'LANE.
 CZ0280'
 CZ0280'REFERENCE MARK 2, STAMPED CONGRESS NO 2 1959, IS A STANDARD
 CZ0280'DISK CEMENTED IN A DRILL HOLE IN THE WEST GUARD RAIL FOR THE
 CZ0280'SOUTH BOUND TRAFFIC.  IT IS 10 FEET NORTH OF THE SOUTH END OF
 CZ0280'THE OVER PASS AND 22 FEET WEST OF THE CENTER OF THE SOUTH
 CZ0280'BOUND TRAFFIC LANE.
 CZ0280
 CZ0280                          STATION RECOVERY (1960)
 CZ0280
 CZ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0280'IN TUCSON.
 CZ0280'AT THE WESTERN EDGE OF THE CITY OF TUCSON ON THE FREEWAY BETWEEN THE
 CZ0280'TWO LANES OF TRAFFIC, NEAR THE SOUTH END OF THE CONCRETE OVERPASS OVER
 CZ0280'CONGRESS STREET, 58 FEET EAST OF THE CENTER LINE OF THE SOUTHBOUND
 CZ0280'TRAFFIC LANE, 34 FEET WEST OF THE CENTER LINE OF THE NORTHBOUND
 CZ0280'TRAFFIC LANE, 3.5 FEET SOUTH OF THE SOUTH HEADWALL, SET IN THE TOP OF
 CZ0280'A 12-INCH CONCRETE POST PROJECTING 5 INCHES.
 CZ0280
 CZ0280                          STATION RECOVERY (1975)
 CZ0280
 CZ0280'RECOVERY NOTE BY US AIR FORCE 1975 (JKS)
 CZ0280'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 CZ0280'DESCRIBED IN THE ORIGINAL DESCRIPTION.
 CZ0280
 CZ0280                          STATION RECOVERY (2006)
 CZ0280
 CZ0280'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0280'THE FREEWAY MEDIAN HAS BEEN PAVED OVER TO PROVIDE MORE TRAFFIC LANES.
 CZ0280'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0964 ***********************************************************************
 ET0964  DESIGNATION -  CONGRESS
 ET0964  PID         -  ET0964
 ET0964  STATE/COUNTY-  AZ/YAVAPAI
 ET0964  USGS QUAD   -  CONGRESS (1969)
 ET0964
 ET0964                         *CURRENT SURVEY CONTROL
 ET0964  ___________________________________________________________________
 ET0964* NAD 83(1992)-  34 10 32.40813(N)    112 51 38.55410(W)     ADJUSTED  
 ET0964* NAVD 88     -       980.3    (meters)    3216.     (feet)  VERTCON   
 ET0964  ___________________________________________________________________
 ET0964  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 ET0964  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 ET0964  HORZ ORDER  -  SECOND
 ET0964
 ET0964.The horizontal coordinates were established by classical geodetic methods
 ET0964.and adjusted by the National Geodetic Survey in June 1998.
 ET0964
 ET0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0964
 ET0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0964
 ET0964.The geoid height was determined by GEOID03.
 ET0964
 ET0964;                    North         East     Units Scale Factor Converg.
 ET0964;SPC AZ C     -   352,540.561   126,331.989   MT  0.99999333   -0 31 49.2
 ET0964;SPC AZ C     - 1,156,629.14    414,475.03   iFT  0.99999333   -0 31 49.2
 ET0964;UTM  12      - 3,783,198.606   328,510.828   MT  0.99996252   -1 02 43.7
 ET0964
 ET0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0964!SPC AZ C     -   0.99985067  x   0.99999333  =   0.99984400
 ET0964!UTM  12      -   0.99985067  x   0.99996252  =   0.99981319
 ET0964
 ET0964|---------------------------------------------------------------------|
 ET0964| PID    Reference Object                     Distance      Geod. Az  |
 ET0964|                                                           dddmmss.s |
 ET0964| CH2964 CONGRESS RM 1                         8.615 METERS 12736     |
 ET0964| ET0972 SAG                                 APPROX. 6.0 KM 1760914.6 |
 ET0964| CH2965 CONGRESS RM 2                        10.646 METERS 26836     |
 ET0964|---------------------------------------------------------------------|
 ET0964
 ET0964                          SUPERSEDED SURVEY CONTROL
 ET0964
 ET0964  NAD 83(1992)-  34 10 32.40813(N)    112 51 38.55410(W) AD(       ) 2
 ET0964  NAD 83(1986)-  34 10 32.40694(N)    112 51 38.55712(W) AD(       ) 2
 ET0964  NAD 27      -  34 10 32.32059(N)    112 51 35.89442(W) AD(       ) 2
 ET0964  NGVD 29 (07/19/86)  979.5    (m)         3214.     (f) VERT ANG    3  
 ET0964
 ET0964.Superseded values are not recommended for survey control.
 ET0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0964.See file dsdata.txt to determine how the superseded data were derived.
 ET0964
 ET0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2851183199(NAD 83)
 ET0964_MARKER: DD = SURVEY DISK
 ET0964_SETTING: 80 = SET IN A BOULDER
 ET0964_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0964+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0964
 ET0964  HISTORY     - Date     Condition        Report By
 ET0964  HISTORY     - 1969     MONUMENTED       USGS
 ET0964  HISTORY     - 1980     GOOD             AZDT
 ET0964  HISTORY     - 20080803 GOOD             GEOCAC
 ET0964
 ET0964                          STATION DESCRIPTION
 ET0964
 ET0964'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET0964'LOCATED ABOUT 6.5 MI. (WSW.) OF YARUELL.  ABOUT 1.4 MI. NW. OF THE
 ET0964'JUNCTION OF U.S. HIGHWAY 89 AND STATE HIGHWAY 71 AT CONGRESS.  ON
 ET0964'A SMALL ROCKY RIDGE.
 ET0964'
 ET0964'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE HIGHWAY 71
 ET0964'AT CONGRESS DRIVE W. ON STATE HIGHWAY 71 TO A POINT ABOUT 300 FT.
 ET0964'W. OF THE ATCHISON, TOPEKA AND SANTA FE RR. CROSSING.  TURN RIGHT
 ET0964'ON A SURFACED RD. AND DRIVE 0.6 MI. TO A DIRT T-RD. LEFT.  TURN
 ET0964'LEFT AND DRIVE 0.3 MI. TO A SHARP RIGHT TURN AT A FENCE CORNER.
 ET0964'TURN RIGHT AND DRIVE 0.2 MI. TO A POINT NEAR THE S. END OF A SMALL
 ET0964'N.-S.  RIDGE.  TURN LEFT FOR 0.1 MI. TO THE BASE OF THE E.
 ET0964'EDGE OF THE RIDGE AND END OF TRUCK TRAVEL.  PACK W. UP THE SIDE OF
 ET0964'THE RIDGE TO AN AREA S. OF THE FIRST PROMINENT TOP AND ABOUT
 ET0964'100 FT. LOWER ON THE S. END OF THE RIDGE AND THE STATION, ABOUT
 ET0964'A 5-MINUTE PACK.
 ET0964'
 ET0964'STATION MARK--A STANDARD USGS TABLET STAMPED CONGRESS 1969 SET IN
 ET0964'A LARGE BOULDER.
 ET0964'
 ET0964'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0964'1 1969 SET IN THE TOP OF A LARGE BOULDER, 2.1 FT. BELOW THE STATION
 ET0964'MARK.
 ET0964'
 ET0964'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0964'2 1969 SET IN ROCK OUTCROP, LEVEL WITH THE GROUND AND LEVEL WITH THE
 ET0964'STATION MARK.
 ET0964
 ET0964                          STATION RECOVERY (1980)
 ET0964
 ET0964'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET0964'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ET0964'THE ROUTE TO THE STATION IS ADEQUITE.
 ET0964
 ET0964                          STATION RECOVERY (2008)
 ET0964
 ET0964'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0964'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 ET0964'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0279 ***********************************************************************
 CZ0279  DESIGNATION -  CONGRESS RM 1
 CZ0279  PID         -  CZ0279
 CZ0279  STATE/COUNTY-  AZ/PIMA
 CZ0279  USGS QUAD   -  TUCSON (1992)
 CZ0279
 CZ0279                         *CURRENT SURVEY CONTROL
 CZ0279  ___________________________________________________________________
 CZ0279* NAD 83(1986)-  32 13 15.     (N)    110 58 47.     (W)     SCALED    
 CZ0279* NAVD 88     -       721.76   (+/-2cm)    2368.0    (feet)  VERTCON   
 CZ0279  ___________________________________________________________________
 CZ0279  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0279
 CZ0279.The horizontal coordinates were scaled from a topographic map and have
 CZ0279.an estimated accuracy of +/- 6 seconds.
 CZ0279
 CZ0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0279.The vertical order pertains to the NGVD 29 superseded value.
 CZ0279
 CZ0279.The geoid height was determined by GEOID03.
 CZ0279
 CZ0279;                    North         East    Units  Estimated Accuracy
 CZ0279;SPC AZ C     -   135,740.      301,680.      MT  (+/- 180 meters Scaled)
 CZ0279
 CZ0279                          SUPERSEDED SURVEY CONTROL
 CZ0279
 CZ0279  NGVD 29 (??/??/92)  721.096  (m)         2365.80   (f) ADJ UNCH    2 0
 CZ0279
 CZ0279.Superseded values are not recommended for survey control.
 CZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0279.See file dsdata.txt to determine how the superseded data were derived.
 CZ0279
 CZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019649(NAD 83)
 CZ0279_MARKER: DR = REFERENCE MARK DISK
 CZ0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0279_SP_SET: GUARD RAIL
 CZ0279_STAMPING: CONGRESS NO 1 1959
 CZ0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0279
 CZ0279  HISTORY     - Date     Condition        Report By
 CZ0279  HISTORY     - 1959     MONUMENTED       CGS
 CZ0279  HISTORY     - 1960     GOOD             NGS
 CZ0279
 CZ0279                          STATION DESCRIPTION
 CZ0279
 CZ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0279'IN TUCSON.
 CZ0279'AT THE WEST EDGE OF THE CITY OF TUCSON, 36.0 FEET NORTH OF THE SOUTH
 CZ0279'END OF THE CONGRESS STREET OVERPASS, 22 FEET WEST OF THE CENTER LINE
 CZ0279'OF THE NORTHBOUND TRAFFIC LANE, SET IN A DRILL HOLE IN THE WEST GUARD
 CZ0279'RAIL FOR NORTHBOUND TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0278 ***********************************************************************
 CZ0278  DESIGNATION -  CONGRESS RM 2
 CZ0278  PID         -  CZ0278
 CZ0278  STATE/COUNTY-  AZ/PIMA
 CZ0278  USGS QUAD   -  TUCSON (1992)
 CZ0278
 CZ0278                         *CURRENT SURVEY CONTROL
 CZ0278  ___________________________________________________________________
 CZ0278* NAD 83(1986)-  32 13 15.     (N)    110 58 47.     (W)     SCALED    
 CZ0278* NAVD 88     -       721.48   (+/-2cm)    2367.1    (feet)  VERTCON   
 CZ0278  ___________________________________________________________________
 CZ0278  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0278
 CZ0278.The horizontal coordinates were scaled from a topographic map and have
 CZ0278.an estimated accuracy of +/- 6 seconds.
 CZ0278
 CZ0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0278.The vertical order pertains to the NGVD 29 superseded value.
 CZ0278
 CZ0278.The geoid height was determined by GEOID03.
 CZ0278
 CZ0278;                    North         East    Units  Estimated Accuracy
 CZ0278;SPC AZ C     -   135,740.      301,680.      MT  (+/- 180 meters Scaled)
 CZ0278
 CZ0278                          SUPERSEDED SURVEY CONTROL
 CZ0278
 CZ0278  NGVD 29 (??/??/92)  720.812  (m)         2364.86   (f) ADJ UNCH    2 0
 CZ0278
 CZ0278.Superseded values are not recommended for survey control.
 CZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0278.See file dsdata.txt to determine how the superseded data were derived.
 CZ0278
 CZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019649(NAD 83)
 CZ0278_MARKER: DR = REFERENCE MARK DISK
 CZ0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0278_SP_SET: GUARD RAIL
 CZ0278_STAMPING: CONGRESS NO 2 1959
 CZ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0278
 CZ0278  HISTORY     - Date     Condition        Report By
 CZ0278  HISTORY     - 1959     MONUMENTED       CGS
 CZ0278  HISTORY     - 1960     GOOD             NGS
 CZ0278
 CZ0278                          STATION DESCRIPTION
 CZ0278
 CZ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0278'IN TUCSON.
 CZ0278'AT THE WEST EDGE OF THE CITY OF TUCSON, 10 FEET NORTH OF THE SOUTH END
 CZ0278'OF THE CONGRESS STREET OVERPASS, 22 FEET WEST OF THE CENTER LINE OF
 CZ0278'THE SOUTHBOUND TRAFFIC LANE, SET IN A DRILL HOLE IN THE WEST GUARD
 CZ0278'RAIL FOR THE SOUTHBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1947 ***********************************************************************
 DV1947  DESIGNATION -  CONICAL PEAK 24 MI NW OF HORN
 DV1947  PID         -  DV1947
 DV1947  STATE/COUNTY-  AZ/YUMA
 DV1947  USGS QUAD   -  PALOMAS MOUNTAINS NW (1990)
 DV1947
 DV1947                         *CURRENT SURVEY CONTROL
 DV1947  ___________________________________________________________________
 DV1947* NAD 83(1992)-  33 10 02.65587(N)    113 41 01.77888(W)     ADJUSTED  
 DV1947* NAVD 88     -              **(meters)            **(feet)            
 DV1947  ___________________________________________________________________
 DV1947  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DV1947  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DV1947  HORZ ORDER  -  THIRD
 DV1947
 DV1947.The horizontal coordinates were established by classical geodetic methods
 DV1947.and adjusted by the National Geodetic Survey in August 1993.
 DV1947
 DV1947
 DV1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1947
 DV1947.The geoid height was determined by GEOID03.
 DV1947
 DV1947;                    North         East     Units Scale Factor Converg.
 DV1947;SPC AZ W     -   240,325.791   219,531.920   MT  0.99993380   +0 02 10.3
 DV1947;SPC AZ W     -   788,470.44    720,249.08   iFT  0.99993380   +0 02 10.3
 DV1947;UTM  12      - 3,673,053.907   249,725.529   MT  1.00037236   -1 28 08.6
 DV1947
 DV1947                          SUPERSEDED SURVEY CONTROL
 DV1947
 DV1947  NAD 83(1986)-  33 10 02.64865(N)    113 41 01.78314(W) AD(       ) 4
 DV1947  NAD 27      -  33 10 02.49700(N)    113 40 59.04200(W) AD(       ) 3
 DV1947
 DV1947.Superseded values are not recommended for survey control.
 DV1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1947.See file dsdata.txt to determine how the superseded data were derived.
 DV1947
 DV1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4972673054(NAD 83)
 DV1947
 DV1947  HISTORY     - Date     Condition        Report By
 DV1947  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1947
 DV1947                          STATION DESCRIPTION
 DV1947
 DV1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1947'LOCATED ABOUT 24 MILES NORTHWEST OF HORN (A RAILROAD STATION
 DV1947'AND SECTION SIDING ON THE SOUTHERN PACIFIC RAILROAD).
 DV1947'
 DV1947'PEAK, CONE-SHAPED, IS ONE OF THE HIGHEST POINTS IN THAT VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1057 ***********************************************************************
 FS1057  DESIGNATION -  CONNICO
 FS1057  PID         -  FS1057
 FS1057  STATE/COUNTY-  AZ/MOHAVE
 FS1057  USGS QUAD   -  KINGMAN SW (1983)
 FS1057
 FS1057                         *CURRENT SURVEY CONTROL
 FS1057  ___________________________________________________________________
 FS1057* NAD 83(1992)-  35 07 28.17988(N)    114 08 25.96032(W)     ADJUSTED  
 FS1057* NAVD 88     -       933.0    (meters)    3061.     (feet)  VERTCON   
 FS1057  ___________________________________________________________________
 FS1057  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 FS1057  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FS1057  HORZ ORDER  -  SECOND
 FS1057
 FS1057.The horizontal coordinates were established by classical geodetic methods
 FS1057.and adjusted by the National Geodetic Survey in August 1993.
 FS1057
 FS1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1057
 FS1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1057
 FS1057.The geoid height was determined by GEOID03.
 FS1057
 FS1057;                    North         East     Units Scale Factor Converg.
 FS1057;SPC AZ W     -   457,469.506   177,764.266   MT  0.99994894   -0 13 28.9
 FS1057;SPC AZ W     - 1,500,884.21    583,216.10   iFT  0.99994894   -0 13 28.9
 FS1057;UTM  11      - 3,890,592.040   760,571.075   MT  1.00043687   +1 38 46.1
 FS1057
 FS1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1057!SPC AZ W     -   0.99985813  x   0.99994894  =   0.99980708
 FS1057!UTM  11      -   0.99985813  x   1.00043687  =   1.00029494
 FS1057
 FS1057:                Primary Azimuth Mark                     Grid Az
 FS1057:SPC AZ W     -  CONNICO AZ MK                            113 05 26.4
 FS1057:UTM  11      -  CONNICO AZ MK                            111 13 11.4
 FS1057
 FS1057|---------------------------------------------------------------------|
 FS1057| PID    Reference Object                     Distance      Geod. Az  |
 FS1057|                                                           dddmmss.s |
 FS1057| CC4536 CONNICO AZ MK                                      1125157.5 |
 FS1057| FS1055 GRIFFITH WATER TANK                 APPROX. 7.2 KM 1624705.0 |
 FS1057| CC4537 CONNICO RM 1                          6.144 METERS 23641     |
 FS1057| CC4538 CONNICO RM 2                         11.268 METERS 33827     |
 FS1057|---------------------------------------------------------------------|
 FS1057
 FS1057                          SUPERSEDED SURVEY CONTROL
 FS1057
 FS1057  NAD 83(1986)-  35 07 28.18205(N)    114 08 25.96112(W) AD(       ) 2
 FS1057  NAD 27      -  35 07 28.17500(N)    114 08 23.13000(W) AD(       ) 2
 FS1057  NGVD 29 (07/19/86)  932.2    (m)         3058.     (f) VERT ANG    3  
 FS1057
 FS1057.Superseded values are not recommended for survey control.
 FS1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1057.See file dsdata.txt to determine how the superseded data were derived.
 FS1057
 FS1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6057190592(NAD 83)
 FS1057_MARKER: DS = TRIANGULATION STATION DISK
 FS1057_SETTING: 66 = SET IN ROCK OUTCROP
 FS1057
 FS1057  HISTORY     - Date     Condition        Report By
 FS1057  HISTORY     - 1948     MONUMENTED       CGS
 FS1057  HISTORY     - 1955     GOOD             CGS
 FS1057  HISTORY     - 1961     GOOD             AMS
 FS1057  HISTORY     - 1961     GOOD             CGS
 FS1057
 FS1057                          STATION DESCRIPTION
 FS1057
 FS1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1057'THE STATION IS ON THE NORTH END AND HIGHEST POINT OF A LOW BUTTE
 FS1057'WHICH IS SURROUNDED BY RIM ROCK.  IT IS ABOUT 8 MILES, AIRLINE,
 FS1057'SOUTHWEST OF KINGMAN, AND 1/4 MILE NORTHWEST OF U.S. HIGHWAY 66.
 FS1057'
 FS1057'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN AN
 FS1057'IRREGULAR MASS OF OUTCROPPING BEDROCK, 24 FEET LONG, 12 FEET
 FS1057'WIDE, PROJECTING ABOUT 3 FEET ABOVE THE SURROUNDING SURFACE,
 FS1057'IS STAMPED CONNICO 1947.  IT IS 10 FEET SOUTHWEST OF A ROCK
 FS1057'PROJECTION WHICH IS 5 FEET HIGHER IN ELEVATION.
 FS1057'
 FS1057'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1057'IN THE TOP OF AN IRREGULAR MASS OF OUTCROPPING BEDROCK, 6 FEET
 FS1057'BY 4 FEET, PROJECTING 18 INCHES ABOVE THE GROUND, IS STAMPED
 FS1057'CONNICO NO 1 1947.  IT IS 3 FEET LOWER IN ELEVATION THAN THE
 FS1057'STATION MARK.
 FS1057'
 FS1057'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1057'THE TOP OF AN IRREGULAR MASS OF OUTCROPPING BEDROCK, 10 FEET
 FS1057'BY 5 FEET, PROJECTING 2 FEET ON THE WEST SIDE AND FLUSH ON THE
 FS1057'OTHER SIDES, IS 4-1/2 FEET LOWER THAN THE STATION MARK AND IS
 FS1057'STAMPED CONNICO NO 2 1947.
 FS1057'
 FS1057'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1057'THE TOP OF A MASS OF OUTCROPPING BEDROCK 3 FEET BY 3 FEET,
 FS1057'PROJECTING 6 INCHES ABOVE THE GROUND, IS STAMPED CONNICO 1947.
 FS1057'IT IS AT THE NORTHWEST END OF A LOW RIDGE ABOUT 150 FEET SOUTH
 FS1057'OF AND 30 FEET HIGHER THAN A WASH.
 FS1057'
 FS1057'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FS1057'RAILROAD DEPOT IN KINGMAN GO SOUTHWEST ON U.S. HIGHWAY 66 FOR
 FS1057'7.2 MILES TO A TRACK ROAD LEFT.  THE AZIMUTH MARK IS ABOUT 200
 FS1057'YARDS SOUTH OF THE HIGHWAY AND CAN BE REACHED BY TAKING THIS
 FS1057'ROAD.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.2 MILE.  TURN
 FS1057'RIGHT OFF THE HIGHWAY TO A FENCE LINE AND THE END OF TRUCK
 FS1057'TRAVEL.  FROM HERE PACK NORTHWESTERLY TO THE BASE OF A BUTTE
 FS1057'THENCE UP A VERY STEEP SLOPE TO THE SOUTHERN END, GOING
 FS1057'THROUGH RIM ROCK.  TURN RIGHT ALONG THE TOP OF THE BUTTE TO
 FS1057'THE NORTH END.  A 20 MINUTE PACK.
 FS1057
 FS1057                          STATION RECOVERY (1955)
 FS1057
 FS1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1057'RECOVERED-THE STATION WAS NOT VISITED.  THE DIRECTIONS FOR
 FS1057'REACHING THE STATION WERE FOLLOWED AND THE AZIMUTH MARK WAS
 FS1057'FOUND.  THE ARROW ON THE STATION AND THE DESCRIPTION INDICATED
 FS1057'THE LOCATION OF THE STATION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 FS1057'THAT AT MC CONNICO, THE OLD ROUTE OF U.S. HIGHWAY 66 (ROAD TO
 FS1057'GOLDROAD) SHOULD BE FOLLOWED TO THE STATION SITE.
 FS1057
 FS1057                          STATION RECOVERY (1961)
 FS1057
 FS1057'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 FS1057'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FS1057
 FS1057                          STATION RECOVERY (1961)
 FS1057
 FS1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1057'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1948 DESCRIPTION
 FS1057'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FS1057'
 FS1057'THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED AND WERE FOUND
 FS1057'TO BE CORRECT.
 FS1057'
 FS1057'THE ORIGINAL DESCRIPTION TO THE STATION IS ADEQUATE.
 FS1057'
 FS1057'DUE TO CHANGES IN U.S. HIGHWAY 66 AND COMPLETE NEW TO REACH
 FS1057'FOLLOWS--
 FS1057'
 FS1057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FS1057'93 IN THE SOUTHWEST PART OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY
 FS1057'66 FOR 4.35 MILES TO FORKS, TAKE RIGHT FORK (OLD U.S. 66) AND GO
 FS1057'SOUTHWESTERLY ON SURFACED ROAD FOR 2.55 MILES TO A TRACK ROAD
 FS1057'LEFT AND THE AZIMUTH MARK ABOUT 200 YARDS TO THE LEFT AS
 FS1057'DESCRIBED IN THE 1948 DESCRIPTION.  CONTINUE SOUTHWESTERLY ON
 FS1057'SURFACED ROAD FOR 0.25 MILE TO A WIRE GATE ON RIGHT JUST BEFORE
 FS1057'REACHING TOP OF KNOLL, TURN RIGHT, PASS THROUGH GATE AND GO
 FS1057'NORTHWEST ON TRACK ROAD FOR 0.15 MILE TO POWER LINE, TURN
 FS1057'LEFT, GO SOUTHWEST ALONG POWERLINE FOR 0.15 MILE TO TOP OF A
 FS1057'RIDGE AND DOUBLE POWERLINE POLE, FROM THIS POINT PACK WEST,
 FS1057'NORTHWEST UP STEEP HILL TO THE STATION ON THE NORTH END OF
 FS1057'BUTTE AS DESCRIBED.
 FS1057'
 FS1057'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0292 ***********************************************************************
 CG0292  DESIGNATION -  CONTINENTAL RM 1
 CG0292  PID         -  CG0292
 CG0292  STATE/COUNTY-  AZ/PIMA
 CG0292  USGS QUAD   -  GREEN VALLEY (1981)
 CG0292
 CG0292                         *CURRENT SURVEY CONTROL
 CG0292  ___________________________________________________________________
 CG0292* NAD 83(1986)-  31 51 03.     (N)    110 59 32.     (W)     SCALED    
 CG0292* NAVD 88     -       881.45   (+/-2cm)    2891.9    (feet)  VERTCON   
 CG0292  ___________________________________________________________________
 CG0292  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0292
 CG0292.The horizontal coordinates were scaled from a topographic map and have
 CG0292.an estimated accuracy of +/- 6 seconds.
 CG0292
 CG0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0292.The vertical order pertains to the NGVD 29 superseded value.
 CG0292
 CG0292.The geoid height was determined by GEOID03.
 CG0292
 CG0292;                    North         East    Units  Estimated Accuracy
 CG0292;SPC AZ C     -    94,700.      300,850.      MT  (+/- 180 meters Scaled)
 CG0292
 CG0292                          SUPERSEDED SURVEY CONTROL
 CG0292
 CG0292  NGVD 29 (??/??/92)  880.707  (m)         2889.45   (f) ADJ UNCH    2 0
 CG0292
 CG0292.Superseded values are not recommended for survey control.
 CG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0292.See file dsdata.txt to determine how the superseded data were derived.
 CG0292
 CG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007239(NAD 83)
 CG0292_MARKER: DR = REFERENCE MARK DISK
 CG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0292_STAMPING: CONTINENTAL NO 1 1935
 CG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0292+STABILITY: SURFACE MOTION
 CG0292
 CG0292  HISTORY     - Date     Condition        Report By
 CG0292  HISTORY     - 1935     MONUMENTED       CGS
 CG0292  HISTORY     - 1954     GOOD             NGS
 CG0292  HISTORY     - 1962     GOOD             NGS
 CG0292  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0292
 CG0292                          STATION DESCRIPTION
 CG0292
 CG0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0292'1.0 MI W FROM CONTINENTAL.
 CG0292'1.0 MILE WEST ALONG ABANDONED FORMER U. S. HIGHWAY 89 FROM THE STORE
 CG0292'AND SERVICE STATION AT CONTINENTAL, ABOUT 150 YARDS EAST OF U. S.
 CG0292'HIGHWAY 89, 99.6 FEET SOUTHEAST OF TRIANGULATION STATION CONTINENTAL,
 CG0292'34.0 FEET SOUTHEAST OF THE CENTER LINE OF THE FORMER HIGHWAY, 1.6 FEET
 CG0292'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE FORMER HIGHWAY, AND
 CG0292'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 CG0292'GROUND.
 CG0292
 CG0292                          STATION RECOVERY (1962)
 CG0292
 CG0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0292'RECOVERED IN GOOD CONDITION.
 CG0292
 CG0292                          STATION RECOVERY (1980)
 CG0292
 CG0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0292'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0292'19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0293 ***********************************************************************
 CG0293  DESIGNATION -  CONTINENTAL RM 2
 CG0293  PID         -  CG0293
 CG0293  STATE/COUNTY-  AZ/PIMA
 CG0293  USGS QUAD   -  GREEN VALLEY (1981)
 CG0293
 CG0293                         *CURRENT SURVEY CONTROL
 CG0293  ___________________________________________________________________
 CG0293* NAD 83(1986)-  31 51 03.     (N)    110 59 32.     (W)     SCALED    
 CG0293* NAVD 88     -       882.03   (+/-2cm)    2893.8    (feet)  VERTCON   
 CG0293  ___________________________________________________________________
 CG0293  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0293
 CG0293.The horizontal coordinates were scaled from a topographic map and have
 CG0293.an estimated accuracy of +/- 6 seconds.
 CG0293
 CG0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0293.The vertical order pertains to the NGVD 29 superseded value.
 CG0293
 CG0293.The geoid height was determined by GEOID03.
 CG0293
 CG0293;                    North         East    Units  Estimated Accuracy
 CG0293;SPC AZ C     -    94,700.      300,850.      MT  (+/- 180 meters Scaled)
 CG0293
 CG0293                          SUPERSEDED SURVEY CONTROL
 CG0293
 CG0293  NGVD 29 (??/??/92)  881.288  (m)         2891.36   (f) ADJ UNCH    2 0
 CG0293
 CG0293.Superseded values are not recommended for survey control.
 CG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0293.See file dsdata.txt to determine how the superseded data were derived.
 CG0293
 CG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007239(NAD 83)
 CG0293_MARKER: DR = REFERENCE MARK DISK
 CG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0293_STAMPING: CONTINENTAL NO 2 1935
 CG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0293+STABILITY: SURFACE MOTION
 CG0293
 CG0293  HISTORY     - Date     Condition        Report By
 CG0293  HISTORY     - 1935     MONUMENTED       CGS
 CG0293  HISTORY     - 1962     GOOD             NGS
 CG0293  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0293
 CG0293                          STATION DESCRIPTION
 CG0293
 CG0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0293'1.1 MI W FROM CONTINENTAL.
 CG0293'1 MILE WEST ALONG AN OILED ROAD FROM CONTINENTAL, ABOUT 100 YARDS
 CG0293'SOUTHEAST OF A T ROAD, 86 FEET SOUTH OF A 4X4 WHITE WITNESS POST 29
 CG0293'FEET WEST OF AN OLD ROADBED, 38 FEET EAST OF BAR PIT, A STANDARD
 CG0293'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 CG0293'WHICH PROJECTS 1 INCH.
 CG0293
 CG0293                          STATION RECOVERY (1980)
 CG0293
 CG0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0293'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0293'19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0294 ***********************************************************************
 CG0294  DESIGNATION -  CONTINENTAL RM 3 AZIMUTH
 CG0294  PID         -  CG0294
 CG0294  STATE/COUNTY-  AZ/PIMA
 CG0294  USGS QUAD   -  GREEN VALLEY (1981)
 CG0294
 CG0294                         *CURRENT SURVEY CONTROL
 CG0294  ___________________________________________________________________
 CG0294* NAD 83(1986)-  31 51 08.     (N)    110 59 11.     (W)     SCALED    
 CG0294* NAVD 88     -       870.679  (meters)    2856.55   (feet)  ADJUSTED  
 CG0294  ___________________________________________________________________
 CG0294  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0294  DYNAMIC HT  -         869.414 (meters)    2852.40  (feet)  COMP
 CG0294  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 CG0294
 CG0294  VERT ORDER  -  FIRST     CLASS II
 CG0294
 CG0294.The horizontal coordinates were scaled from a topographic map and have
 CG0294.an estimated accuracy of +/- 6 seconds.
 CG0294
 CG0294.The orthometric height was determined by differential leveling
 CG0294.and adjusted in June 1991.
 CG0294
 CG0294.The geoid height was determined by GEOID03.
 CG0294
 CG0294.The dynamic height is computed by dividing the NAVD 88
 CG0294.geopotential number by the normal gravity value computed on the
 CG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0294.degrees latitude (g = 980.6199 gals.).
 CG0294
 CG0294.The modeled gravity was interpolated from observed gravity values.
 CG0294
 CG0294;                    North         East    Units  Estimated Accuracy
 CG0294;SPC AZ C     -    94,860.      301,400.      MT  (+/- 180 meters Scaled)
 CG0294
 CG0294                          SUPERSEDED SURVEY CONTROL
 CG0294
 CG0294.No superseded survey control is available for this station.
 CG0294
 CG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA012240(NAD 83)
 CG0294_MARKER: DR = REFERENCE MARK DISK
 CG0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0294_SP_SET: BRIDGE
 CG0294_STAMPING: CONTINENTAL RM 3 1935
 CG0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0294
 CG0294  HISTORY     - Date     Condition        Report By
 CG0294  HISTORY     - 1935     MONUMENTED       CGS
 CG0294  HISTORY     - 1962     GOOD             NGS
 CG0294  HISTORY     - 1980     GOOD             NGS
 CG0294  HISTORY     - 19950302 GOOD             USPSQD
 CG0294  HISTORY     - 20020414 GOOD             USPSQD
 CG0294
 CG0294                          STATION DESCRIPTION
 CG0294
 CG0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0294'0.7 MI W FROM CONTINENTAL.
 CG0294'FROM THE SCHOOL IN CONTINENTAL GO WEST ON PAVED ROAD FOR 0.7 MILE.
 CG0294'MARK IS 11.8 FEET SOUTH OF CENTERLINE OF ROAD AND 2.4 FEET SOUTHWEST
 CG0294'OF SOUTHWEST CORNER OF BRIDGE.  THE MARK IS A REFERENCE MARK SET IN
 CG0294'THE CONCRETE BRIDGE ABUTMENT.
 CG0294
 CG0294                          STATION RECOVERY (1980)
 CG0294
 CG0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0294'0.6 KILOMETER (0.4 MILE) EAST ALONG CONTINENTAL ROAD FROM THE
 CG0294'INTERSTATE 19 OVERPASS BRIDGE AT CONTINENTAL, SET IN TOP THE
 CG0294'SOUTHWEST END OF THE SOUTHWEST WINGWALL FOR A CONCRETE BRIDGE
 CG0294'OVER A DRY WASH, 0.2 KILOMETER (0.1 MILE) EAST OF THE INTER-
 CG0294'SECTION OF CONTINENTAL ROAD AND ABREGO ROAD, 3.6 METERS (12 FEET)
 CG0294'SOUTH OF THE CENTERLINE OF CONTINENTAL ROAD, 0.73 METER
 CG0294'(2.4 FEET) SOUTHWEST OF THE WEST END OF THE SOUTH CONCRETE
 CG0294'GUARD RAIL.
 CG0294'THE MARK IS ABOVE LEVEL WITH THE ROAD..
 CG0294
 CG0294                          STATION RECOVERY (1995)
 CG0294
 CG0294'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0294'RECOVERED IN GOOD CONDITION.
 CG0294
 CG0294                          STATION RECOVERY (2002)
 CG0294
 CG0294'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1181 ***********************************************************************
 DA1181  DESIGNATION -  CONTROL
 DA1181  PID         -  DA1181
 DA1181  STATE/COUNTY-  AZ/YUMA
 DA1181  USGS QUAD   -  DATELAND (1982)
 DA1181
 DA1181                         *CURRENT SURVEY CONTROL
 DA1181  ___________________________________________________________________
 DA1181* NAD 83(1992)-  32 48 29.80880(N)    113 31 09.66217(W)     ADJUSTED  
 DA1181* NAVD 88     -       139.260  (meters)     456.89   (feet)  ADJUSTED  
 DA1181  ___________________________________________________________________
 DA1181  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DA1181  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1181  DYNAMIC HT  -         139.102 (meters)     456.37  (feet)  COMP
 DA1181  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 DA1181
 DA1181  HORZ ORDER  -  FIRST
 DA1181  VERT ORDER  -  FIRST     CLASS II
 DA1181
 DA1181.The horizontal coordinates were established by classical geodetic methods
 DA1181.and adjusted by the National Geodetic Survey in August 1993.
 DA1181
 DA1181.The orthometric height was determined by differential leveling
 DA1181.and adjusted in June 1991.
 DA1181
 DA1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1181
 DA1181.The geoid height was determined by GEOID03.
 DA1181
 DA1181.The dynamic height is computed by dividing the NAVD 88
 DA1181.geopotential number by the normal gravity value computed on the
 DA1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1181.degrees latitude (g = 980.6199 gals.).
 DA1181
 DA1181.The modeled gravity was interpolated from observed gravity values.
 DA1181
 DA1181;                    North         East     Units Scale Factor Converg.
 DA1181;SPC AZ W     -   200,521.658   234,960.009   MT  0.99993908   +0 07 29.9
 DA1181;SPC AZ W     -   657,879.46    770,866.17   iFT  0.99993908   +0 07 29.9
 DA1181;UTM  12      - 3,632,844.273   264,113.461   MT  1.00028615   -1 21 56.5
 DA1181
 DA1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1181!SPC AZ W     -   0.99998320  x   0.99993908  =   0.99992228
 DA1181!UTM  12      -   0.99998320  x   1.00028615  =   1.00026935
 DA1181
 DA1181:                Primary Azimuth Mark                     Grid Az
 DA1181:SPC AZ W     -  Z 321                                    125 02 50.9
 DA1181:UTM  12      -  Z 321                                    126 32 17.3
 DA1181
 DA1181|---------------------------------------------------------------------|
 DA1181| PID    Reference Object                     Distance      Geod. Az  |
 DA1181|                                                           dddmmss.s |
 DA1181| DA1109 Z 321                                              1251020.8 |
 DA1181| DA1182 CONTROL RM 1                         22.473 METERS 14016     |
 DA1181| DA1183 CONTROL RM 2                         26.013 METERS 25418     |
 DA1181|---------------------------------------------------------------------|
 DA1181
 DA1181                          SUPERSEDED SURVEY CONTROL
 DA1181
 DA1181  NAD 83(1986)-  32 48 29.80339(N)    113 31 09.66844(W) AD(       ) 1
 DA1181  NAD 27      -  32 48 29.63112(N)    113 31 06.97293(W) AD(       ) 1
 DA1181  NGVD 29 (07/19/86)  137.6    (m)          451.     (f) VERT ANG    3  
 DA1181
 DA1181.Superseded values are not recommended for survey control.
 DA1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1181.See file dsdata.txt to determine how the superseded data were derived.
 DA1181
 DA1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6411332844(NAD 83)
 DA1181_MARKER: DS = TRIANGULATION STATION DISK
 DA1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1181_SP_SET: CONCRETE POST
 DA1181_STAMPING: CONTROL 1971
 DA1181_MARK LOGO: NGS   
 DA1181_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1181+STABILITY: SURFACE MOTION
 DA1181
 DA1181  HISTORY     - Date     Condition        Report By
 DA1181  HISTORY     - 1971     MONUMENTED       NGS
 DA1181  HISTORY     - 1981     GOOD             NGS
 DA1181  HISTORY     - 1981     GOOD             NGS
 DA1181
 DA1181                          STATION DESCRIPTION
 DA1181
 DA1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1181'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF AZTEC, 1.5 MILES
 DA1181'NORTHEAST OF DATELAND, JUST SOUTH OF INTERSTATE HIGHWAY 8 AND ON
 DA1181'PROPERTY OWNED BY THE U. S. GOVERNMENT, PHONE 683-2421, GILA BEND
 DA1181'AIR FORCE BASE.
 DA1181'
 DA1181'TO REACH THE STATION FROM THE POST OFFICE IN DATELAND GO SOUTH ON
 DA1181'THE SURFACED ROAD FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND
 DA1181'EAST ON THE SURFACED ROAD FOR 1.1 MILES TO A BOARD GATE ON THE
 DA1181'LEFT.  (TO REACH THE BENCH MARK, (AZIMUTH MARK) CONTINUE EAST ON
 DA1181'THE SURFACED ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.) TURN
 DA1181'LEFT, PASS THROUGH THE GATE AND GO NORTH AND NORTHEAST ON THE
 DA1181'GRAVELED ROAD FOR 0.1 MILE TO A LOCKED GATE AT A SMALL METAL
 DA1181'BUILDING.  PASS THROUGH THE GATE AND GO EASTERLY PASSING TO THE
 DA1181'SOUTH SIDE OF A STEEL TOWER FOR 0.4 MILE TO THE NORTHEAST CORNER OF
 DA1181'THE PROPERTY FENCE AND THE STATION.
 DA1181'
 DA1181'THE STATION MARKS ARE STANDARD DISKS STAMPED CONTROL 1971, THE
 DA1181'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 DA1181'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 DA1181'SURFACE.  IT IS 24.8 FEET SOUTHWEST OF A FENCE CORNER POST, 21
 DA1181'FEET WEST OF THE EAST PROPERTY FENCE AND 13.5 FEET SOUTH OF A
 DA1181'METAL WITNESS POST WITH SIGN SET IN THE SOUTH RIGHT-OF-WAY
 DA1181'FENCE FOR INTERSTATE HIGHWAY 8.  THE UNDERGROUND DISK WAS SET
 DA1181'ABOUT 42 INCHES BELOW THE GROUND SURAFACE.
 DA1181'
 DA1181'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONTROL NO 1 1971, SET
 DA1181'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DA1181'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 86
 DA1181'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN SET IN THE
 DA1181'RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF THE EAST PROPERTY FENCE.
 DA1181'
 DA1181'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONTROL NO 2 1971, SET
 DA1181'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 DA1181'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 86.5
 DA1181'FEET WEST OF THE METAL WITNESS POST WITH SIGN SET IN THE
 DA1181'RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 DA1181'
 DA1181'BENCH MARK Z321, USED FOR THE AZIMUTH MARK IS A STANDARD BENCH
 DA1181'MARK DISK STAMPED Z 321 1952, CEMENTED IN A DRILL HOLE IN THE EAST
 DA1181'ABUTMENT OF A CEMENT CULVERT UNDER THE SOUTHERN PACIFIC COMPANY
 DA1181'RAILROAD TRACK.  IT IS 41 FEET SOUTH OF THE SECOND TELEPHONE POLE
 DA1181'WEST OF MILEPOST 808, 6 FEET NORTH OF THE NORTH RAIL AND 1 FOOT WEST
 DA1181'OF THE EAST EDGE OF THE ABUTMENT.
 DA1181
 DA1181                          STATION RECOVERY (1981)
 DA1181
 DA1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1181'THE STATION WAS RECOVERED USING ITS POSITION INPUT INTO AN INERTAIL
 DA1181'SURVEY SYSTEM MOUNTED IN A HELICOPTER.
 DA1181
 DA1181                          STATION RECOVERY (1981)
 DA1181
 DA1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1181'7.25 KM (4.5 MI) SW FROM AZTEC.
 DA1181'7.25 KM (4.5 MILE) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1181'THE WATER TANK IN AZTEC, THENCE 0.5 KM (0.3 MILE) NORTHWEST ACROSS
 DA1181'COUNTRY, ALSO 0.5 KM (0.3 MILE) NORTHWEST OF BENCH MARK Z 321, 32.5 M
 DA1181'(107 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF
 DA1181'INTERSTATE HIGHWAY 8, 26.0 M (85.3 FT) NORTHEAST OF CONTROL RM 2,
 DA1181'22.5 M (73.7 FT) NORTHWEST OF CONTROL RM 1, 4.1 M (13.5 FT) SOUTHEAST
 DA1181'OF THE SOUTHEAST INTERSTATE RIGHT-OF-WAY FENCE.
 DA1181'THE MARK IS 4.0 METERS  SE FROM A WITNESS POST.
 DA1181'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1182 ***********************************************************************
 DA1182  DESIGNATION -  CONTROL RM 1
 DA1182  PID         -  DA1182
 DA1182  STATE/COUNTY-  AZ/YUMA
 DA1182  USGS QUAD   -  DATELAND (1982)
 DA1182
 DA1182                         *CURRENT SURVEY CONTROL
 DA1182  ___________________________________________________________________
 DA1182* NAD 83(1986)-  32 48 30.     (N)    113 31 10.     (W)     SCALED    
 DA1182* NAVD 88     -       139.250  (meters)     456.86   (feet)  ADJUSTED  
 DA1182  ___________________________________________________________________
 DA1182  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1182  DYNAMIC HT  -         139.092 (meters)     456.34  (feet)  COMP
 DA1182  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 DA1182
 DA1182  VERT ORDER  -  FIRST     CLASS II
 DA1182
 DA1182.The horizontal coordinates were scaled from a topographic map and have
 DA1182.an estimated accuracy of +/- 6 seconds.
 DA1182
 DA1182.The orthometric height was determined by differential leveling
 DA1182.and adjusted in June 1991.
 DA1182
 DA1182.The geoid height was determined by GEOID03.
 DA1182
 DA1182.The dynamic height is computed by dividing the NAVD 88
 DA1182.geopotential number by the normal gravity value computed on the
 DA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1182.degrees latitude (g = 980.6199 gals.).
 DA1182
 DA1182.The modeled gravity was interpolated from observed gravity values.
 DA1182
 DA1182;                    North         East    Units  Estimated Accuracy
 DA1182;SPC AZ W     -   200,530.      234,950.      MT  (+/- 180 meters Scaled)
 DA1182
 DA1182                          SUPERSEDED SURVEY CONTROL
 DA1182
 DA1182.No superseded survey control is available for this station.
 DA1182
 DA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB641328(NAD 83)
 DA1182_MARKER: DR = REFERENCE MARK DISK
 DA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1182_SP_SET: CONCRETE POST
 DA1182_STAMPING: CONTROL NO 1 1971
 DA1182_MARK LOGO: NGS   
 DA1182_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1182+STABILITY: SURFACE MOTION
 DA1182
 DA1182  HISTORY     - Date     Condition        Report By
 DA1182  HISTORY     - 1971     MONUMENTED       NGS
 DA1182  HISTORY     - 1981     GOOD             NGS
 DA1182
 DA1182                          STATION DESCRIPTION
 DA1182
 DA1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1182'7.25 KM (4.5 MI) SW FROM AZTEC.
 DA1182'7.25 KM (4.5 MI) SOUHTWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1182'THE WATER TANK IN AZTEC, THENCE 0.5 KM (0.3 MI) NORTHWEST ACROSS
 DA1182'COUNTRY, ALSO 0.5 KM (0.3 MI) NORTHWEST OF BENCH MARK Z 321, 54.6 M
 DA1182'(179 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF
 DA1182'INTERSTATE HIGHWAY 8, 26.2 M (86.0 FT) SOUTHEAST OF THE SOUTHEAST
 DA1182'INTERSTATE RIGHT-OF-WAY FENCE, 22.5 M (73.7 FT) SOUTHEAST OF STATION
 DA1182'CONTROL.
 DA1182'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1183 ***********************************************************************
 DA1183  DESIGNATION -  CONTROL RM 2
 DA1183  PID         -  DA1183
 DA1183  STATE/COUNTY-  AZ/YUMA
 DA1183  USGS QUAD   -  DATELAND (1982)
 DA1183
 DA1183                         *CURRENT SURVEY CONTROL
 DA1183  ___________________________________________________________________
 DA1183* NAD 83(1986)-  32 48 30.     (N)    113 31 10.     (W)     SCALED    
 DA1183* NAVD 88     -       139.182  (meters)     456.63   (feet)  ADJUSTED  
 DA1183  ___________________________________________________________________
 DA1183  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1183  DYNAMIC HT  -         139.024 (meters)     456.11  (feet)  COMP
 DA1183  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 DA1183
 DA1183  VERT ORDER  -  FIRST     CLASS II
 DA1183
 DA1183.The horizontal coordinates were scaled from a topographic map and have
 DA1183.an estimated accuracy of +/- 6 seconds.
 DA1183
 DA1183.The orthometric height was determined by differential leveling
 DA1183.and adjusted in June 1991.
 DA1183
 DA1183.The geoid height was determined by GEOID03.
 DA1183
 DA1183.The dynamic height is computed by dividing the NAVD 88
 DA1183.geopotential number by the normal gravity value computed on the
 DA1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1183.degrees latitude (g = 980.6199 gals.).
 DA1183
 DA1183.The modeled gravity was interpolated from observed gravity values.
 DA1183
 DA1183;                    North         East    Units  Estimated Accuracy
 DA1183;SPC AZ W     -   200,530.      234,950.      MT  (+/- 180 meters Scaled)
 DA1183
 DA1183                          SUPERSEDED SURVEY CONTROL
 DA1183
 DA1183.No superseded survey control is available for this station.
 DA1183
 DA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB641328(NAD 83)
 DA1183_MARKER: DR = REFERENCE MARK DISK
 DA1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1183_SP_SET: CONCRETE POST
 DA1183_STAMPING: CONTROL NO 2 1971
 DA1183_MARK LOGO: NGS   
 DA1183_PROJECTION: PROJECTING 3 CENTIMETERS
 DA1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1183+STABILITY: SURFACE MOTION
 DA1183
 DA1183  HISTORY     - Date     Condition        Report By
 DA1183  HISTORY     - 1971     MONUMENTED       NGS
 DA1183  HISTORY     - 1981     GOOD             NGS
 DA1183
 DA1183                          STATION DESCRIPTION
 DA1183
 DA1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1183'7.25 KM (4.5 MI) SW FROM AZTEC.
 DA1183'7.25 KM (4.5 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1183'THE WATER TANK IN AZTEC, THENCE 0.5 KM (0.3 MI) NORTHWEST ACROSS
 DA1183'COUNTRY, ALSO 0.5 KM (0.3 MI) NORTHWEST OF BENCH MARK Z 321, 28.6 M
 DA1183'(94.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF
 DA1183'INTERSTATE HIGHWAY 8, 26.0 M (85.3 FT) SOUTHWEST OF STATION CONTROL,
 DA1183'0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST INTERSTATE RIGHT-OF-WAY
 DA1183'FENCE.
 DA1183'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1822 ***********************************************************************
 CZ1822  DESIGNATION -  CONVERSE
 CZ1822  PID         -  CZ1822
 CZ1822  STATE/COUNTY-  AZ/PIMA
 CZ1822  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ1822
 CZ1822                         *CURRENT SURVEY CONTROL
 CZ1822  ___________________________________________________________________
 CZ1822* NAD 83(1992)-  32 14 27.20370(N)    110 39 44.90382(W)     ADJUSTED  
 CZ1822* NAVD 88     -      1073.0    (meters)    3520.     (feet)  VERTCON   
 CZ1822  ___________________________________________________________________
 CZ1822  LAPLACE CORR-           7.82  (seconds)                    DEFLEC99
 CZ1822  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CZ1822  HORZ ORDER  -  FIRST
 CZ1822
 CZ1822.The horizontal coordinates were established by classical geodetic methods
 CZ1822.and adjusted by the National Geodetic Survey in August 1993.
 CZ1822
 CZ1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1822
 CZ1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1822
 CZ1822.The geoid height was determined by GEOID03.
 CZ1822
 CZ1822;                    North         East     Units Scale Factor Converg.
 CZ1822;SPC AZ C     -   138,266.564   331,554.055   MT  1.00007222   +0 40 09.0
 CZ1822;SPC AZ C     -   453,630.46  1,087,775.77   iFT  1.00007222   +0 40 09.0
 CZ1822;UTM  12      - 3,567,186.997   531,797.648   MT  0.99961247   +0 10 48.2
 CZ1822
 CZ1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1822!SPC AZ C     -   0.99983597  x   1.00007222  =   0.99990818
 CZ1822!UTM  12      -   0.99983597  x   0.99961247  =   0.99944850
 CZ1822
 CZ1822|---------------------------------------------------------------------|
 CZ1822| PID    Reference Object                     Distance      Geod. Az  |
 CZ1822|                                                           dddmmss.s |
 CZ1822| CC7195 CONVERSE RM 1                        11.699 METERS 10755     |
 CZ1822| CC7193 CONVERSE AZ MK                                     2732928.9 |
 CZ1822| CC7194 CONVERSE AZ MK 2                                   2845130.7 |
 CZ1822| CC7196 CONVERSE RM 2                         4.069 METERS 28817     |
 CZ1822|---------------------------------------------------------------------|
 CZ1822
 CZ1822                          SUPERSEDED SURVEY CONTROL
 CZ1822
 CZ1822  NAD 83(1986)-  32 14 27.19883(N)    110 39 44.89835(W) AD(       ) 1
 CZ1822  NAD 27      -  32 14 26.92900(N)    110 39 42.60300(W) AD(       ) 1
 CZ1822  NGVD 29 (07/19/86) 1072.2    (m)         3518.     (f) VERT ANG    3  
 CZ1822
 CZ1822.Superseded values are not recommended for survey control.
 CZ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1822.See file dsdata.txt to determine how the superseded data were derived.
 CZ1822
 CZ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3179867187(NAD 83)
 CZ1822_MARKER: DS = TRIANGULATION STATION DISK
 CZ1822_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1822
 CZ1822  HISTORY     - Date     Condition        Report By
 CZ1822  HISTORY     - 1936     MONUMENTED       CGS
 CZ1822  HISTORY     - 1947     GOOD             CGS
 CZ1822
 CZ1822                          STATION DESCRIPTION
 CZ1822
 CZ1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1822'THIS STATION IS ABOUT 18 MILES E OF TUCSON, IN SECTION 1,
 CZ1822'T-14-S, R-16-E.  ABOUT 1/2 WAY BETWEEN THE CENTER OF THE
 CZ1822'SECTION AND THE S 1/4 POST, IN THE CORONADO NATIONAL FOREST,
 CZ1822'1/2 MILE E OF THE CONVERSE RANCH PROPERTY.  THERE ARE HIGHER
 CZ1822'POINTS TO THE E AND SE.  STATION IS ON THE HIGHEST POINT OF
 CZ1822'A SMALL DOME-SHAPED TOP, COVERED WITH SCATTERED CACTUS AND
 CZ1822'MESQUITE, AND ABOUT 20 YARDS S OF A WELL-WORN HORSE TRAIL THAT
 CZ1822'CROSSES THE N SIDE OF THE KNOLL AND CONTINUES E.
 CZ1822'
 CZ1822'THE AZIMUTH MARK IS ABOUT 75 YARDS NW OF THE CONVERSE RANCH
 CZ1822'HOUSE, 11 PACES W OF A WIRE FENCE, 28 PACES N OF THE ENTRANCE
 CZ1822'TO THE CONVERSE RANCH HOUSE YARD AND 5 PACES E OF THE CENTERLINE
 CZ1822'OF A ROAD.
 CZ1822'
 CZ1822'TO REACH THE STATION FROM THE INTERSECTION OF STONE ST. (U.S.
 CZ1822'NO. 80) AND SPEEDWAY, IN THE N PART OF THE CITY OF TUCSON, GO E
 CZ1822'ON THE SPEEDWAY FOR 6.75 MILES TO A CROSSROADS AT THE END OF
 CZ1822'THE PAVEMENT.  JOG TO THE RIGHT AND CONTINUE E ON A GRAVEL
 CZ1822'HIGHWAY FOR 5.85 MILES TO A T ROAD LEFT AT TANQUE VERDE CORNER.
 CZ1822'HERE CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO THE ENTRANCE TO
 CZ1822'SAGUARO NATIONAL MONUMENT ON THE RIGHT.  HERE KEEP STRAIGHT
 CZ1822'AHEAD FOR 1.05 MILES TO A WOODEN GATE.  PASS THROUGH THIS
 CZ1822'GATE AND FOLLOW MAIN TRAVELED ROAD FOR 2.4 MILES TO THE
 CZ1822'CONVERSE RANCH HOUSE.  PASS AROUND THE RIGHT OF THE HOUSE AND
 CZ1822'FOLLOW A GOOD TRACK ROAD FOR 0.45 MILE, TOWARD A SMALL HOUSE
 CZ1822'WITH A CYLINDRICAL WATER TANK ON ITS ROOF, TO A FORK.
 CZ1822'TAKE THE RIGHT FORK AND CONTINUE 0.1 MILE TO A FENCE
 CZ1822'CORNER WITH A WIRE GATE IN IT AND THE END OF TRUCK TRAVEL.
 CZ1822'FROM HERE FOLLOW A GOOD HORSE TRAIL ABOUT 0.75 MILE TO THE
 CZ1822'TOP OF THE FIRST DOME AND STATION.
 CZ1822'
 CZ1822'A 4-FT. STAND USED AT THIS STATION CLEARED ALL LINES.
 CZ1822
 CZ1822                          STATION RECOVERY (1947)
 CZ1822
 CZ1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1822'STATION RECOVERED.  STATION MARK AND REFERENCE MARKS FOUND
 CZ1822'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  A NEW AZIMUTH
 CZ1822'MARK WAS ESTABLISHED AS THE ORIGINAL MARK HAS BEEN DESTROYED.
 CZ1822'
 CZ1822'THE STATION IS LOCATED IN THE CORONADO NATIONAL FOREST ABOUT 18
 CZ1822'MILES AIRLINE EAST OF TUCSON ON A LIGHT COLORED, DOME SHAPED
 CZ1822'HILL.  THE STATION MARK IS A BRONZE DISK
 CZ1822'PROJECTS 4 INCHES, SET ON HIGHEST POINT OF HILL ABOUT
 CZ1822'20 YARDS SOUTH OF A TRAIL.  IT IS STAMPED, CONVERSE 1936.
 CZ1822'
 CZ1822'REFERENCE MARK NO. 1 IS A BRONZE DISK
 CZ1822'PROJECTS 16 INCHES IS SET 18 INCHES LOWER THAN THE STATION
 CZ1822'MARK AND IS STAMPED, CONVERSE NO 1 1936.
 CZ1822'
 CZ1822'REFERENCE MARK NO. 2 IS A BRONZE DISK
 CZ1822'PROJECTS 12 INCHES IS SAME ELEVATION AS THE STATION
 CZ1822'MARK AND IS STAMPED, CONVERSE NO 2 1936.
 CZ1822'
 CZ1822'THE AZIMUTH MARK IS A BRONZE DISK
 CZ1822'PROJECTS 6 INCHES IS SET AT WEST EDGE OF THE TANQUE-VERDE RANCH
 CZ1822'ROAD, 4 FEET NORTH OF A CAIRN.  IT IS STAMPED, CONVERSE 1947.
 CZ1822'
 CZ1822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CZ1822'SPEEDWAY IN TUCSON GO EAST ON SPEEDWAY 6.75 MILES TO A CROSSROAD.
 CZ1822'TURN LEFT, GO 4.0 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD
 CZ1822'6.6 MILES TO A ROAD RIGHT AT SIGN, TANQUE-VERDE RANCH.  TURN
 CZ1822'RIGHT GO 200 YARDS TO AZIMUTH MARK ON RIGHT.  CONTINUE 0.85
 CZ1822'MILE TO A FORK.  TAKE LEFT HAND ROAD, GO 0.3 MILE TO A LOADING
 CZ1822'CHUTE.  TURN LEFT, PASS TO THE NORTH AND EAST OF BUILDINGS,
 CZ1822'GO 0.55 MILE TO A FORK.  TURN RIGHT, GO 0.1 MILE TO A SMALL
 CZ1822'GATE AND END OF TRUCK TRAVEL.  PASS THROUGH GATE, FOLLOW
 CZ1822'TRAIL EAST AND SOUTH TO FORK AT WIRE FENCE.  TAKE TRAIL TO
 CZ1822'LEFT EASTERLY TO TOP OF DOME SHAPED HILL AND STATION.  A 45
 CZ1822'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1001 ***********************************************************************
 ES1001  DESIGNATION -  COOK
 ES1001  PID         -  ES1001
 ES1001  STATE/COUNTY-  AZ/MARICOPA
 ES1001  USGS QUAD   -  COOKS MESA (1967)
 ES1001
 ES1001                         *CURRENT SURVEY CONTROL
 ES1001  ___________________________________________________________________
 ES1001* NAD 83(1992)-  34 00 53.68437(N)    111 53 44.53395(W)     ADJUSTED  
 ES1001* NAVD 88     -      1519.8    (meters)    4986.     (feet)  VERTCON   
 ES1001  ___________________________________________________________________
 ES1001  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 ES1001  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 ES1001  HORZ ORDER  -  FIRST
 ES1001
 ES1001.The horizontal coordinates were established by classical geodetic methods
 ES1001.and adjusted by the National Geodetic Survey in August 1993.
 ES1001
 ES1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1001
 ES1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1001
 ES1001.The geoid height was determined by GEOID03.
 ES1001
 ES1001;                    North         East     Units Scale Factor Converg.
 ES1001;SPC AZ C     -   334,307.995   215,296.111   MT  0.99990005   +0 00 42.2
 ES1001;SPC AZ C     - 1,096,811.01    706,352.07   iFT  0.99990005   +0 00 42.2
 ES1001;UTM  12      - 3,764,171.075   417,296.875   MT  0.99968431   -0 30 03.9
 ES1001
 ES1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1001!SPC AZ C     -   0.99976579  x   0.99990005  =   0.99966586
 ES1001!UTM  12      -   0.99976579  x   0.99968431  =   0.99945017
 ES1001
 ES1001:                Primary Azimuth Mark                     Grid Az
 ES1001:SPC AZ C     -  ROVER                                    093 48 07.4
 ES1001:UTM  12      -  ROVER                                    094 18 53.5
 ES1001
 ES1001|---------------------------------------------------------------------|
 ES1001| PID    Reference Object                     Distance      Geod. Az  |
 ES1001|                                                           dddmmss.s |
 ES1001| ES0997 ROVER                               APPROX. 6.5 KM 0934849.6 |
 ES1001|---------------------------------------------------------------------|
 ES1001
 ES1001                          SUPERSEDED SURVEY CONTROL
 ES1001
 ES1001  NAD 83(1986)-  34 00 53.67893(N)    111 53 44.54512(W) AD(       ) 1
 ES1001  NAD 27      -  34 00 53.55100(N)    111 53 42.00600(W) AD(       ) 1
 ES1001  NGVD 29 (10/09/91) 1519.1    (m)         4984.     (f) VERT ANG    3  
 ES1001
 ES1001.Superseded values are not recommended for survey control.
 ES1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1001.See file dsdata.txt to determine how the superseded data were derived.
 ES1001
 ES1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1729764171(NAD 83)
 ES1001_MARKER: DS = TRIANGULATION STATION DISK
 ES1001_SETTING: 66 = SET IN ROCK OUTCROP
 ES1001_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1001+STABILITY: POSITION/ELEVATION WELL
 ES1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1001+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2007
 ES1001
 ES1001  HISTORY     - Date     Condition        Report By
 ES1001  HISTORY     - 1924     MONUMENTED       CGS
 ES1001  HISTORY     - 1966     GOOD             USGS
 ES1001  HISTORY     - 20070811 GOOD             GEOCAC
 ES1001
 ES1001                          STATION DESCRIPTION
 ES1001
 ES1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES1001'ABOUT 38 MILES NORTH AND 10 MILES EAST OF PHOENIX, 3-1/2 MILES
 ES1001'NORTH OF ASHDALE RANGER STATION ON CAVE CREEK, AND 1 MILE NORTHWEST
 ES1001'OF MAGAZINE SPRING, ON THE SOUTHERNMOST EXTENSION OF COOK
 ES1001'MESA.  THE TRAIL FROM ASHDALE RANGER STATION TO SHEEP RANGER
 ES1001'STATION ON NEW RIVER PASSES AROUND THE SOUTH BASE OF THE HILL
 ES1001'ABOUT 1/2 MILE SOUTH OF THE STATION.  STATION IS ON THE NORTH
 ES1001'END OF THE HILL AND OVERLOOKS THE SADDLE TO THE NORTH BETWEEN
 ES1001'THIS HILL AND THE MAIN COOK MESA.  THE FOREST SERVICE SHEEP
 ES1001'TRAIL PASSES THROUGH THIS SADDLE AND THE MARICOPA-YAVAPAI
 ES1001'COUNTY LINE IS ABOUT 1/4 MILE NORTH OF THE STATION.  MARKED
 ES1001'BY A STANDARD BRONZE DISK.
 ES1001
 ES1001                          STATION RECOVERY (1966)
 ES1001
 ES1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1001'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 ES1001
 ES1001                          STATION RECOVERY (2007)
 ES1001
 ES1001'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0596 ***********************************************************************
 DV0596  DESIGNATION -  COOL
 DV0596  PID         -  DV0596
 DV0596  STATE/COUNTY-  AZ/MARICOPA
 DV0596  USGS QUAD   -  FOWLER (1982)
 DV0596
 DV0596                         *CURRENT SURVEY CONTROL
 DV0596  ___________________________________________________________________
 DV0596* NAD 83(1992)-  33 27 50.49171(N)    112 09 07.15750(W)     ADJUSTED  
 DV0596* NAVD 88     -       326.76   (+/-2cm)    1072.0    (feet)  VERTCON   
 DV0596  ___________________________________________________________________
 DV0596  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DV0596  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0596  HORZ ORDER  -  FIRST
 DV0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0596
 DV0596.The horizontal coordinates were established by classical geodetic methods
 DV0596.and adjusted by the National Geodetic Survey in August 1993.
 DV0596
 DV0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0596.The vertical order pertains to the NGVD 29 superseded value.
 DV0596
 DV0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0596
 DV0596.The geoid height was determined by GEOID03.
 DV0596
 DV0596;                    North         East     Units Scale Factor Converg.
 DV0596;SPC AZ C     -   273,235.578   191,486.448   MT  0.99990590   -0 07 47.1
 DV0596;SPC AZ C     -   896,442.19    628,236.38   iFT  0.99990590   -0 07 47.1
 DV0596;UTM  12      - 3,703,324.236   392,950.055   MT  0.99974128   -0 38 07.0
 DV0596
 DV0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0596!SPC AZ C     -   0.99995342  x   0.99990590  =   0.99985933
 DV0596!UTM  12      -   0.99995342  x   0.99974128  =   0.99969471
 DV0596
 DV0596|---------------------------------------------------------------------|
 DV0596| PID    Reference Object                     Distance      Geod. Az  |
 DV0596|                                                           dddmmss.s |
 DV0596| DV0594 COOL RM 1                            32.756 METERS 05447     |
 DV0596| DV0597 COOL AZ MK                                         0633210.1 |
 DV0596| DV0595 COOL RM 2                            30.119 METERS 11739     |
 DV0596| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 2.3 KM 1523240.2 |
 DV0596| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 2.4 KM 1762449.3 |
 DV0596| DV2097 PHOENIX PUB SER CO TANK             APPROX. 2.4 KM 1864805.9 |
 DV0596| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 3.2 KM 2074258.4 |
 DV0596|---------------------------------------------------------------------|
 DV0596
 DV0596                          SUPERSEDED SURVEY CONTROL
 DV0596
 DV0596  NAD 83(1986)-  33 27 50.48578(N)    112 09 07.16318(W) AD(       ) 1
 DV0596  NAD 27      -  33 27 50.33170(N)    112 09 04.61980(W) AD(       ) 1
 DV0596  NGVD 29 (??/??/92)  326.139  (m)         1070.01   (f) ADJ UNCH    2 0
 DV0596
 DV0596.Superseded values are not recommended for survey control.
 DV0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0596.See file dsdata.txt to determine how the superseded data were derived.
 DV0596
 DV0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9295003324(NAD 83)
 DV0596_MARKER: DE = TRAVERSE STATION DISK
 DV0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0596_STAMPING: COOL 1963
 DV0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0596+STABILITY: SURFACE MOTION
 DV0596
 DV0596  HISTORY     - Date     Condition        Report By
 DV0596  HISTORY     - 1963     MONUMENTED       CGS
 DV0596  HISTORY     - 1963     GOOD             CGS
 DV0596  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0596  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0596
 DV0596                          STATION DESCRIPTION
 DV0596
 DV0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0596'STATION IS LOCATED ABOUT 4 MILES WEST OF THE CENTER OF PHOENIX,
 DV0596'0.9 MILE NORTH OF WEST VAN BUREN STREET, 0.1 MILE SOUTH OF
 DV0596'WEST MC DOWELL ROAD AND IS ON THE WEST SIDE OF 43RD AVENUE.
 DV0596'
 DV0596'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0596'(U.S. HIGHWAY 80) AND 43RD AVENUE IN THE SOUTHWEST PART OF
 DV0596'PHOENIX, GO NORTH ON 43RD AVENUE FOR 1.0 MILE TO WEST VAN
 DV0596'BUREN STREET, CONTINUE NORTH ON 43RD AVENUE FOR 0.9 MILE TO
 DV0596'THE STATION ON THE LEFT.
 DV0596'
 DV0596'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0596'CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE SURFACE OF
 DV0596'GROUND AND IS STAMPED COOL 1963.  THE MARK IS 57 FEET WEST OF
 DV0596'CENTER OF 43RD AVENUE, 50.6 FEET SOUTH-SOUTHWEST OF CENTER OF
 DV0596'SMALL WOODEN BRIDGE OVER AN IRRIGATION DITCH, 14 FEET WEST OF
 DV0596'THE WEST EDGE OF IRRIGATION DITCH AND 12 FEET WEST OF A
 DV0596'WITNESS POST.
 DV0596'
 DV0596'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0596'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0596'STAMPED COOL NO 1 1963.  THE MARK IS 67 FEET SOUTH-SOUTHEAST OF
 DV0596'A POWER POLE, 82 FEET SOUTH OF A FIRE HYDRANT, 32 FEET
 DV0596'EAST OF CENTER OF 43RD AVENUE AND 0.6 FOOT WEST OF FENCE.
 DV0596'
 DV0596'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0596'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0596'STAMPED COOL NO 2 1963.  THE MARK IS SET IN THE FENCE LINE AND
 DV0596'IS 32 FEET EAST OF THE CENTER OF 43RD AVENUE.
 DV0596'
 DV0596'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 DV0596'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF GROUND
 DV0596'AND IS STAMPED COOL 1963.  THE MARK IS 45 FEET WEST OF
 DV0596'CENTER OF 41ST AVENUE, 41.5 FEET SOUTH OF CENTER OF WEST MC
 DV0596'DOWELL ROAD, 25.5 FEET WEST-NORTHWEST OF FIRE HYDRANT AND 13.5
 DV0596'FEET NORTH-NORTHWEST OF PALM TREE.
 DV0596'
 DV0596'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON 43RD
 DV0596'AVENUE FOR 0.1 MILE, TURN RIGHT, GO EAST ON WEST MC DOWELL
 DV0596'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 DV0596'
 DV0596'1/4 CORNER, IS A BRASS DISK SET IN THE TOP OF CONCRETE INSIDE
 DV0596'A MANHOLE WITH COVER IN THE CENTER OF 51ST AVENUE AND THE
 DV0596'DISK IS STAMPED MARICOPA COUNTY ENGINEER DEPT.  MARK IS
 DV0596'LOCATED 0.6 MILE SOUTH OF WEST MC DOWELL ROAD, 0.4 MILE NORTH
 DV0596'OF WEST VAN BUREN STREET AND IS ON 51ST AVENUE.  IT IS 35 FEET
 DV0596'WEST-NORTHWEST OF POWER POLE 57.
 DV0596'
 DV0596'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 DV0596
 DV0596                          STATION RECOVERY (1963)
 DV0596
 DV0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0596'IN PHOENIX.
 DV0596'1.4 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0596'RAILROAD CROSSING OF 43RD AVENUE, ABOUT 0.1 MILE SOUTH OF THE
 DV0596'INTERSECTION OF 43RD AVENUE AND MCDOWELL ROAD, AT A WOODEN PLANK
 DV0596'BRIDGE OVER AN IRRIGATION DITCH, 50 FEET WEST OF THE CENTER OF 43RD
 DV0596'AVENUE, 43 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 14
 DV0596'FEET WEST OF THE IRRIGATION DITCH, 12.0 FEET WEST OF A METAL WITNESS
 DV0596'POST, AND SET IN TOP OF A CONCRETE POST ABOUT 14 INCHES BELOW THE
 DV0596'SURFACE OF THE GROUND.
 DV0596
 DV0596                          STATION RECOVERY (1996)
 DV0596
 DV0596'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0596'MARK NOT FOUND.
 DV0596
 DV0596                          STATION RECOVERY (2007)
 DV0596
 DV0596'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0597 ***********************************************************************
 DV0597  DESIGNATION -  COOL AZ MK
 DV0597  PID         -  DV0597
 DV0597  STATE/COUNTY-  AZ/MARICOPA
 DV0597  USGS QUAD   -  FOWLER (1982)
 DV0597
 DV0597                         *CURRENT SURVEY CONTROL
 DV0597  ___________________________________________________________________
 DV0597* NAD 83(1986)-  33 28 00.     (N)    112 08 57.     (W)     SCALED    
 DV0597* NAVD 88     -       328.192  (meters)    1076.74   (feet)  ADJUSTED  
 DV0597  ___________________________________________________________________
 DV0597  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV0597  DYNAMIC HT  -         327.808 (meters)    1075.48  (feet)  COMP
 DV0597  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 DV0597
 DV0597  VERT ORDER  -  FIRST     CLASS II
 DV0597
 DV0597.The horizontal coordinates were scaled from a topographic map and have
 DV0597.an estimated accuracy of +/- 6 seconds.
 DV0597
 DV0597.The orthometric height was determined by differential leveling
 DV0597.and adjusted in November 1993.
 DV0597
 DV0597.The geoid height was determined by GEOID03.
 DV0597
 DV0597.The dynamic height is computed by dividing the NAVD 88
 DV0597.geopotential number by the normal gravity value computed on the
 DV0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0597.degrees latitude (g = 980.6199 gals.).
 DV0597
 DV0597.The modeled gravity was interpolated from observed gravity values.
 DV0597
 DV0597;                    North         East    Units  Estimated Accuracy
 DV0597;SPC AZ C     -   273,530.      191,750.      MT  (+/- 180 meters Scaled)
 DV0597
 DV0597                          SUPERSEDED SURVEY CONTROL
 DV0597
 DV0597  NGVD 29 (??/??/92)  327.554  (m)         1074.65   (f) ADJ UNCH    1 2
 DV0597
 DV0597.Superseded values are not recommended for survey control.
 DV0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0597.See file dsdata.txt to determine how the superseded data were derived.
 DV0597
 DV0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC932036(NAD 83)
 DV0597_MARKER: DZ = AZIMUTH MARK DISK
 DV0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0597_STAMPING: COOL 1963
 DV0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0597+STABILITY: SURFACE MOTION
 DV0597
 DV0597  HISTORY     - Date     Condition        Report By
 DV0597  HISTORY     - 1963     MONUMENTED       CGS
 DV0597  HISTORY     - 1981     GOOD             AZDT
 DV0597  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0597
 DV0597                          STATION DESCRIPTION
 DV0597
 DV0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0597'IN PHOENIX.
 DV0597'1.5 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0597'RAILROAD CROSSING OF 43RD AVENUE, THENCE 0.25 MILE EAST ALONG MCDOWELL
 DV0597'ROAD, AT THE INTERSECTION OF 41ST AVENUE, AND MCDOWELL ROAD, 41.5 FEET
 DV0597'SOUTH OF THE CENTER OF MCDOWELL ROAD, 44.5 FEET WEST OF THE CENTER OF
 DV0597'41ST AVENUE, 25.5 FEET WEST-NORTHWEST OF A FIRE HYDRANT, 13.5 FEET
 DV0597'NORTH-NORTHWEST OF A LARGE PALM TREE, ABOUT LEVEL WITH MCDOWELL ROAD,
 DV0597'AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 DV0597
 DV0597                          STATION RECOVERY (1981)
 DV0597
 DV0597'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0597'2.15 MI (3.46 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0597'INTERSTATE 17 IN PHOENIX TO 41ST AVENUE AND THE MARK ON THE SOUTHWEST
 DV0597'CORNER.  A STANDARD CGS BRASS CAP IN CONCRETE POST 0.2 FEET
 DV0597'(6 CM) ABOVE GROUND, 13.0 FT (3.96 M) NORTH OF LARGE PALM TREE WITH
 DV0597'WITNESS SIGN, 25.0 FT (7.62 M) NORTHWEST OF FIRE HYDRANT, 45 FEET
 DV0597'(13.72 M) WEST 41ST AVENUE CENTERLINE, 41.5 (12.65 M) SOUTH OF MCDOWEL
 DV0597'ROAD CENTERLINE.
 DV0597
 DV0597                          STATION RECOVERY (1996)
 DV0597
 DV0597'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0594 ***********************************************************************
 DV0594  DESIGNATION -  COOL RM 1
 DV0594  PID         -  DV0594
 DV0594  STATE/COUNTY-  AZ/MARICOPA
 DV0594  USGS QUAD   -  FOWLER (1982)
 DV0594
 DV0594                         *CURRENT SURVEY CONTROL
 DV0594  ___________________________________________________________________
 DV0594* NAD 83(1986)-  33 27 50.     (N)    112 09 07.     (W)     SCALED    
 DV0594* NAVD 88     -       327.55   (+/-2cm)    1074.6    (feet)  VERTCON   
 DV0594  ___________________________________________________________________
 DV0594  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0594
 DV0594.The horizontal coordinates were scaled from a topographic map and have
 DV0594.an estimated accuracy of +/- 6 seconds.
 DV0594
 DV0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0594.The vertical order pertains to the NGVD 29 superseded value.
 DV0594
 DV0594.The geoid height was determined by GEOID03.
 DV0594
 DV0594;                    North         East    Units  Estimated Accuracy
 DV0594;SPC AZ C     -   273,220.      191,490.      MT  (+/- 180 meters Scaled)
 DV0594
 DV0594                          SUPERSEDED SURVEY CONTROL
 DV0594
 DV0594  NGVD 29 (??/??/92)  326.922  (m)         1072.58   (f) ADJ UNCH    2 0
 DV0594
 DV0594.Superseded values are not recommended for survey control.
 DV0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0594.See file dsdata.txt to determine how the superseded data were derived.
 DV0594
 DV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929033(NAD 83)
 DV0594_MARKER: DZ = AZIMUTH MARK DISK
 DV0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0594_STAMPING: COOL NO 1 1963
 DV0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0594+STABILITY: SURFACE MOTION
 DV0594
 DV0594  HISTORY     - Date     Condition        Report By
 DV0594  HISTORY     - 1963     MONUMENTED       CGS
 DV0594  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0594  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0594
 DV0594                          STATION DESCRIPTION
 DV0594
 DV0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0594'IN PHOENIX.
 DV0594'1.4 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0594'RAILROAD CROSSING OF 43RD AVENUE, 107.7 FEET NORTHEAST OF TRAVERSE
 DV0594'STATION COOL, 104.0 FEET NORTHEAST OF A METAL WITNESS POST, 32 FEET
 DV0594'EAST OF THE AVENUE, 68 FEET SOUTH OF POWER POLE NO. 2/10, 83 FEET
 DV0594'SOUTH OF A FIRE HYDRANT, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV0594'2 INCHES.
 DV0594
 DV0594                          STATION RECOVERY (1996)
 DV0594
 DV0594'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0594'MARK NOT FOUND.
 DV0594
 DV0594                          STATION RECOVERY (2007)
 DV0594
 DV0594'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0595 ***********************************************************************
 DV0595  DESIGNATION -  COOL RM 2
 DV0595  PID         -  DV0595
 DV0595  STATE/COUNTY-  AZ/MARICOPA
 DV0595  USGS QUAD   -  FOWLER (1982)
 DV0595
 DV0595                         *CURRENT SURVEY CONTROL
 DV0595  ___________________________________________________________________
 DV0595* NAD 83(1986)-  33 27 50.     (N)    112 09 07.     (W)     SCALED    
 DV0595* NAVD 88     -       327.41   (+/-2cm)    1074.2    (feet)  VERTCON   
 DV0595  ___________________________________________________________________
 DV0595  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0595
 DV0595.The horizontal coordinates were scaled from a topographic map and have
 DV0595.an estimated accuracy of +/- 6 seconds.
 DV0595
 DV0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0595.The vertical order pertains to the NGVD 29 superseded value.
 DV0595
 DV0595.The geoid height was determined by GEOID03.
 DV0595
 DV0595;                    North         East    Units  Estimated Accuracy
 DV0595;SPC AZ C     -   273,220.      191,490.      MT  (+/- 180 meters Scaled)
 DV0595
 DV0595                          SUPERSEDED SURVEY CONTROL
 DV0595
 DV0595  NGVD 29 (??/??/92)  326.781  (m)         1072.11   (f) ADJ UNCH    2 0
 DV0595
 DV0595.Superseded values are not recommended for survey control.
 DV0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0595.See file dsdata.txt to determine how the superseded data were derived.
 DV0595
 DV0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929033(NAD 83)
 DV0595_MARKER: DR = REFERENCE MARK DISK
 DV0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0595_STAMPING: COOL NO 2 1963
 DV0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0595+STABILITY: SURFACE MOTION
 DV0595
 DV0595  HISTORY     - Date     Condition        Report By
 DV0595  HISTORY     - 1963     MONUMENTED       CGS
 DV0595  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0595  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0595
 DV0595                          STATION DESCRIPTION
 DV0595
 DV0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0595'IN PHOENIX.
 DV0595'1.4 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0595'RAILROAD CROSSING OF 43RD AVENUE, 98.8 FEET SOUTHEAST OF TRAVERSE
 DV0595'STATION COOL, 94.0 FEET SOUTHEAST OF A METAL WITNESS POST, 32 FEET
 DV0595'EAST OF THE CENTER OF THE AVENUE, AND SET IN TOP OF A CONCRETE POST
 DV0595'PROJECTING 2 INCHES.
 DV0595
 DV0595                          STATION RECOVERY (1996)
 DV0595
 DV0595'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0595'MARK NOT FOUND.
 DV0595
 DV0595                          STATION RECOVERY (2007)
 DV0595
 DV0595'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0527 ***********************************************************************
 ER0527  DESIGNATION -  COOLEY WATER TOWER
 ER0527  PID         -  ER0527
 ER0527  STATE/COUNTY-  AZ/APACHE
 ER0527  USGS QUAD   -  MC NARY (1985)
 ER0527
 ER0527                         *CURRENT SURVEY CONTROL
 ER0527  ___________________________________________________________________
 ER0527* NAD 83(1992)-  34 04 07.47632(N)    109 51 21.87561(W)     ADJUSTED  
 ER0527* NAVD 88     -              **(meters)            **(feet)            
 ER0527  ___________________________________________________________________
 ER0527  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 ER0527  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0527  HORZ ORDER  -  THIRD
 ER0527
 ER0527.The horizontal coordinates were established by classical geodetic methods
 ER0527.and adjusted by the National Geodetic Survey in August 1993.
 ER0527
 ER0527
 ER0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0527
 ER0527.The geoid height was determined by GEOID03.
 ER0527
 ER0527;                    North         East     Units Scale Factor Converg.
 ER0527;SPC AZ E     -   340,321.842   242,027.852   MT  0.99991013   +0 10 26.4
 ER0527;SPC AZ E     - 1,116,541.48    794,054.63   iFT  0.99991013   +0 10 26.4
 ER0527;UTM  12      - 3,770,368.486   605,556.311   MT  0.99973735   +0 38 27.1
 ER0527
 ER0527                          SUPERSEDED SURVEY CONTROL
 ER0527
 ER0527  NAD 83(1986)-  34 04 07.47388(N)    109 51 21.88702(W) AD(       ) 4
 ER0527  NAD 27      -  34 04 07.32000(N)    109 51 19.51000(W) AD(       ) 3
 ER0527
 ER0527.Superseded values are not recommended for survey control.
 ER0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0527.See file dsdata.txt to determine how the superseded data were derived.
 ER0527
 ER0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0555670368(NAD 83)
 ER0527_MARKER: 54 = WATER TOWER
 ER0527
 ER0527  HISTORY     - Date     Condition        Report By
 ER0527  HISTORY     - 1920     FIRST OBSERVED   CGS
 ER0527
 ER0527                          STATION DESCRIPTION
 ER0527
 ER0527'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1977 ***********************************************************************
 DU1977  DESIGNATION -  COOLIDGE
 DU1977  PID         -  DU1977
 DU1977  STATE/COUNTY-  AZ/PINAL
 DU1977  USGS QUAD   -  COOLIDGE DAM (1976)
 DU1977
 DU1977                         *CURRENT SURVEY CONTROL
 DU1977  ___________________________________________________________________
 DU1977* NAD 83(1992)-  33 08 44.75976(N)    110 30 13.22548(W)     ADJUSTED  
 DU1977* NAVD 88     -      1246.0    (meters)    4088.     (feet)  VERTCON   
 DU1977  ___________________________________________________________________
 DU1977  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DU1977  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DU1977  HORZ ORDER  -  FIRST
 DU1977
 DU1977.The horizontal coordinates were established by classical geodetic methods
 DU1977.and adjusted by the National Geodetic Survey in August 1993.
 DU1977
 DU1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1977
 DU1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1977
 DU1977.The geoid height was determined by GEOID03.
 DU1977
 DU1977;                    North         East     Units Scale Factor Converg.
 DU1977;SPC AZ C     -   238,805.151   345,183.400   MT  1.00011419   +0 46 21.7
 DU1977;SPC AZ C     -   783,481.47  1,132,491.47   iFT  1.00011419   +0 46 21.7
 DU1977;SPC AZ E     -   237,966.836   181,920.566   MT  0.99991218   -0 11 03.4
 DU1977;SPC AZ E     -   780,731.09    596,852.25   iFT  0.99991218   -0 11 03.4
 DU1977;UTM  12      - 3,667,556.455   546,288.575   MT  0.99962642   +0 16 17.0
 DU1977
 DU1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1977!SPC AZ C     -   0.99980873  x   1.00011419  =   0.99992290
 DU1977!SPC AZ E     -   0.99980873  x   0.99991218  =   0.99972093
 DU1977!UTM  12      -   0.99980873  x   0.99962642  =   0.99943523
 DU1977
 DU1977:                Primary Azimuth Mark                     Grid Az
 DU1977:SPC AZ C     -  COOLIDGE AZ MK                           026 39 30.3
 DU1977:SPC AZ E     -  COOLIDGE AZ MK                           027 36 55.4
 DU1977:UTM  12      -  COOLIDGE AZ MK                           027 09 35.0
 DU1977
 DU1977|---------------------------------------------------------------------|
 DU1977| PID    Reference Object                     Distance      Geod. Az  |
 DU1977|                                                           dddmmss.s |
 DU1977| CD1838 COOLIDGE AZ MK                                     0272552.0 |
 DU1977| CD1839 COOLIDGE RM 1                         3.419 METERS 17333     |
 DU1977| CD1840 COOLIDGE RM 2                         9.392 METERS 29531     |
 DU1977| DU1996 PINAL PEAK LOOKOUT TOWER            APPROX.33.3 KM 2971109.0 |
 DU1977|---------------------------------------------------------------------|
 DU1977
 DU1977                          SUPERSEDED SURVEY CONTROL
 DU1977
 DU1977  NAD 83(1986)-  33 08 44.75589(N)    110 30 13.22564(W) AD(       ) 1
 DU1977  NAD 27      -  33 08 44.53400(N)    110 30 10.86400(W) AD(       ) 1
 DU1977  NGVD 29 (07/19/86) 1245.4    (m)         4086.     (f) VERT ANG    3  
 DU1977
 DU1977.Superseded values are not recommended for survey control.
 DU1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1977.See file dsdata.txt to determine how the superseded data were derived.
 DU1977
 DU1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4628967556(NAD 83)
 DU1977_MARKER: DS = TRIANGULATION STATION DISK
 DU1977_SETTING: 66 = SET IN ROCK OUTCROP
 DU1977_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DU1977
 DU1977  HISTORY     - Date     Condition        Report By
 DU1977  HISTORY     - 1945     MONUMENTED       CGS
 DU1977
 DU1977                          STATION DESCRIPTION
 DU1977
 DU1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1977'STATION IS LOCATED ABOUT 24 MILES SE OF GLOBE, 14-1/2 MILES S OF
 DU1977'SAN CARLOS, AND ABOUT 2-1/4 MILES SE OF COOLIDGE DAM.  IT IS ON
 DU1977'THE FIRST PROMINENT PEAK SE OF THE DAM.  THE PEAK HAS RIMROCK ON
 DU1977'ITS N SIDE AND IT IS NOT VISIBLE FROM THE HIGHWAY EXCEPT FOR A
 DU1977'SHORT DISTANCE ABOUT 2-1/2 MILES E OF THE DAM.  AT THIS POINT IT
 DU1977'CAN BE SEEN THROUGH A CANYON LEADING UP TOWARD THE PEAK.
 DU1977'
 DU1977'TO REACH STATION FROM GLOBE, FOLLOW U.S. HIGHWAY 70 S AND E TO
 DU1977'COOLIDGE DAM.  FROM THE CENTER OF THE DAM CONTINUE ON THE HIGHWAY
 DU1977'FOR 2.3 MILES TO THE END OF TRUCK TRAVEL.  AT THIS POINT A SMALL
 DU1977'WASH LEADS TO THE RIGHT AND BY WALKING TO THE LEFT OR N SIDE OF
 DU1977'THE HIGHWAY AND LOOKING S THROUGH A LARGE SADDLE AND CANYON THE
 DU1977'PEAK CAN BE SEEN ABOUT 2 MILES TO THE S.  FROM HERE PACK S
 DU1977'FOLLOWING THE TOP OF THE RIDGE THAT IS JUST TO THE LEFT OF THE
 DU1977'WASH FOR 200 YARDS TO THE AZIMUTH MARK.  THIS IS ABOUT 100
 DU1977'YARDS BEFORE REACHING AN E-W RIDGE CONNECTING TO THE RIDGE THE
 DU1977'MARK IS ON.  FROM HERE THE STATION CAN BE SEEN TOWARD THE S THROUGH
 DU1977'THE DEEP SADDLE.  CONTINUE TOWARD THE SADDLE DROPPING DOWN
 DU1977'INTO THE DEEP CANYON.  FOLLOW THE CANYON AS IT WINDS TOWARD
 DU1977'THE STATION FOR ABOUT 1-1/4 MILES UNTIL COMING TO THE FIRST SIDE
 DU1977'CANYON LEADING TO THE RIGHT.  AT THIS POINT THE STATION CAN BE
 DU1977'SEEN TO THE RIGHT ABOUT 1/2 MILE.  BEAR RIGHT UP THE SIDE
 DU1977'CANYON ABOUT 100 YARDS AND THEN LEAVE THE CANYON AND GET UP ON
 DU1977'THE HIGHER GROUND ON THE LEFT AND CONTINUE TOWARD THE PEAK,
 DU1977'GOING UP TO THE RIGHT OF THE RIMROCK TO THE HIGHEST POINT, THE
 DU1977'STATION BEING 8 FEET NW OF THE HIGHEST POINT.
 DU1977'
 DU1977'STATION MARK IS A BRONZE STATION DISK SET IN A DEPRESSION IN
 DU1977'OUTCROPPING BEDROCK, THE DEPRESSION BEING ABOUT 8 INCHES LOWER
 DU1977'THAN THE SURROUNDING ROCK.  IT IS 8 FEET NW OF THE HIGHEST POINT
 DU1977'AND ABOUT 1 FOOT LOWER.  STAMPED COOLIDGE 1945.
 DU1977'
 DU1977'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 DU1977'BEDROCK AND IS STAMPED COOLIDGE NO 1 1945.  IT IS IN THE SAME ROCK
 DU1977'OUTCROP AS THE STATION, IS S OF THE STATION, AND ABOUT 3 FEET
 DU1977'LOWER.
 DU1977'
 DU1977'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 DU1977'BEDROCK AND IS STAMPED COOLIDGE NO 2 1945.  IT IS WNW OF THE
 DU1977'STATION, ABOUT 2 FEET LOWER, AND ABOUT 30 FEET SE OF THE SHARP
 DU1977'CLIFF TO THE NW.
 DU1977'
 DU1977'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 DU1977'ABOUT 3 INCHES AND IS STAMPED COOLIDGE 1945.  IT IS ABOUT 1-1/2
 DU1977'MILES NNE OF THE STATION, 5 FEET NW OF A WITNESS POST, AND IS
 DU1977'REACHED AS SHOWN IN THE ABOVE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4132 ***********************************************************************
 DH4132  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4132  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4132  DESIGNATION -  COOLIDGE CORS ARP
 DH4132  CORS_ID     -  AZCL
 DH4132  PID         -  DH4132
 DH4132  STATE/COUNTY-  AZ/PINAL
 DH4132  USGS QUAD   -  COOLIDGE (1992)
 DH4132
 DH4132                         *CURRENT SURVEY CONTROL
 DH4132  ___________________________________________________________________
 DH4132* NAD 83(CORS)-  32 59 01.16842(N)    111 30 55.28041(W)     ADJUSTED  
 DH4132* NAVD 88     -       437.76   (meters)    1436.2    (feet)  GPS OBS   
 DH4132  ___________________________________________________________________
 DH4132  EPOCH DATE  -        2002.00
 DH4132  X           -  -1,964,244.155 (meters)                     COMP
 DH4132  Y           -  -4,982,607.815 (meters)                     COMP
 DH4132  Z           -   3,452,660.607 (meters)                     COMP
 DH4132  ELLIP HEIGHT-         408.012 (meters)          (06/??/05) ADJUSTED
 DH4132  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DH4132  HORZ ORDER  -  SPECIAL (CORS)
 DH4132  ELLP ORDER  -  SPECIAL (CORS)
 DH4132
 DH4132.ITRF positions are available for this station.
 DH4132.The coordinates were established by GPS observations
 DH4132.and adjusted by the National Geodetic Survey in June 2005.
 DH4132.The coordinates are valid at the epoch date displayed above.
 DH4132.The epoch date for horizontal control is a decimal equivalence
 DH4132.of Year/Month/Day.
 DH4132
 DH4132.The orthometric height was determined by GPS observations and a
 DH4132.high-resolution geoid model.
 DH4132.The orthometric height was determined by GPS observations and a
 DH4132.high-resolution geoid model using precise GPS observation and
 DH4132.processing techniques.
 DH4132
 DH4132.The PID for the CORS L1 Phase Center is DI1674.
 DH4132
 DH4132.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4132
 DH4132.The ellipsoidal height was determined by GPS observations
 DH4132.and is referenced to NAD 83.
 DH4132
 DH4132.The geoid height was determined by GEOID03.
 DH4132
 DH4132;                    North         East     Units Scale Factor Converg.
 DH4132;SPC AZ C     -   220,010.823   250,867.090   MT  0.99991734   +0 13 06.5
 DH4132;SPC AZ C     -   721,820.29    823,054.76   iFT  0.99991734   +0 13 06.5
 DH4132
 DH4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4132!SPC AZ C     -   0.99993595  x   0.99991734  =   0.99985329
 DH4132
 DH4132                          SUPERSEDED SURVEY CONTROL
 DH4132
 DH4132.No superseded survey control is available for this station.
 DH4132
 DH4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5184849593(NAD 83)
 DH4132_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4132
 DH4132                          STATION DESCRIPTION
 DH4132
 DH4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4132'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4132'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4132'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4132'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4132'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI1674 ***********************************************************************
 DI1674  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1674  DESIGNATION -  COOLIDGE CORS L1 PHASE CENTER
 DI1674  CORS_ID     -  AZCL
 DI1674  PID         -  DI1674
 DI1674  STATE/COUNTY-  AZ/PINAL
 DI1674  USGS QUAD   -  COOLIDGE (1992)
 DI1674
 DI1674                         *CURRENT SURVEY CONTROL
 DI1674  ___________________________________________________________________
 DI1674* NAD 83(CORS)-  32 59 01.16847(N)    111 30 55.28038(W)     ADJUSTED  
 DI1674* NAVD 88     -              **(meters)            **(feet)            
 DI1674  ___________________________________________________________________
 DI1674  EPOCH DATE  -        2002.00
 DI1674  X           -  -1,964,244.180 (meters)                     COMP
 DI1674  Y           -  -4,982,607.881 (meters)                     COMP
 DI1674  Z           -   3,452,660.655 (meters)                     COMP
 DI1674  ELLIP HEIGHT-         408.097 (meters)          (06/??/05) ADJUSTED
 DI1674  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DI1674  HORZ ORDER  -  SPECIAL (CORS)
 DI1674  ELLP ORDER  -  SPECIAL (CORS)
 DI1674
 DI1674.ITRF positions are available for this station.
 DI1674.The coordinates were established by GPS observations
 DI1674.and adjusted by the National Geodetic Survey in June 2005.
 DI1674.The coordinates are valid at the epoch date displayed above.
 DI1674.The epoch date for horizontal control is a decimal equivalence
 DI1674.of Year/Month/Day.
 DI1674
 DI1674
 DI1674.The PID for the CORS ARP is DH4132.
 DI1674
 DI1674.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1674
 DI1674.The ellipsoidal height was determined by GPS observations
 DI1674.and is referenced to NAD 83.
 DI1674
 DI1674.The geoid height was determined by GEOID03.
 DI1674
 DI1674;                    North         East     Units Scale Factor Converg.
 DI1674;SPC AZ C     -   220,010.825   250,867.091   MT  0.99991734   +0 13 06.5
 DI1674;SPC AZ C     -   721,820.29    823,054.76   iFT  0.99991734   +0 13 06.5
 DI1674
 DI1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1674!SPC AZ C     -   0.99993593  x   0.99991734  =   0.99985328
 DI1674
 DI1674                          SUPERSEDED SURVEY CONTROL
 DI1674
 DI1674.No superseded survey control is available for this station.
 DI1674
 DI1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5184849593(NAD 83)
 DI1674_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1674
 DI1674                          STATION DESCRIPTION
 DI1674
 DI1674'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1674'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1674'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1674'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1674'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1674'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1975 ***********************************************************************
 DU1975  DESIGNATION -  COOLIDGE DAM WATER TANK
 DU1975  PID         -  DU1975
 DU1975  STATE/COUNTY-  AZ/GILA
 DU1975  USGS QUAD   -  COOLIDGE DAM (1976)
 DU1975
 DU1975                         *CURRENT SURVEY CONTROL
 DU1975  ___________________________________________________________________
 DU1975* NAD 83(1992)-  33 10 32.22048(N)    110 31 46.84361(W)     ADJUSTED  
 DU1975* NAVD 88     -              **(meters)            **(feet)            
 DU1975  ___________________________________________________________________
 DU1975  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DU1975  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU1975  HORZ ORDER  -  THIRD
 DU1975
 DU1975.The horizontal coordinates were established by classical geodetic methods
 DU1975.and adjusted by the National Geodetic Survey in August 1993.
 DU1975
 DU1975
 DU1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1975
 DU1975.The geoid height was determined by GEOID03.
 DU1975
 DU1975;                    North         East     Units Scale Factor Converg.
 DU1975;SPC AZ E     -   241,285.241   179,506.013   MT  0.99991413   -0 11 55.1
 DU1975;SPC AZ E     -   791,618.24    588,930.49   iFT  0.99991413   -0 11 55.1
 DU1975;SPC AZ C     -   242,083.397   342,713.253   MT  1.00010624   +0 45 32.7
 DU1975;SPC AZ C     -   794,236.87  1,124,387.31   iFT  1.00010624   +0 45 32.7
 DU1975;UTM  12      - 3,670,854.595   543,848.401   MT  0.99962370   +0 15 26.5
 DU1975
 DU1975                          SUPERSEDED SURVEY CONTROL
 DU1975
 DU1975  NAD 83(1986)-  33 10 32.21661(N)    110 31 46.84254(W) AD(       ) 4
 DU1975  NAD 27      -  33 10 31.99800(N)    110 31 44.47900(W) AD(       ) 3
 DU1975
 DU1975.Superseded values are not recommended for survey control.
 DU1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1975.See file dsdata.txt to determine how the superseded data were derived.
 DU1975
 DU1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4384870855(NAD 83)
 DU1975_MARKER: 53 = ELEVATED TANK
 DU1975
 DU1975  HISTORY     - Date     Condition        Report By
 DU1975  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1975
 DU1975                          STATION DESCRIPTION
 DU1975
 DU1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1975'A LARGE GALVANIZED-IRON TANK LOCATED ON THE BLUFF AT THE W
 DU1975'END OF COOLIDGE DAM.  IT IS ABOUT 100 FEET W OF THE DAM AND
 DU1975'ABOUT 100 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2013 ***********************************************************************
 DU2013  DESIGNATION -  COON
 DU2013  PID         -  DU2013
 DU2013  STATE/COUNTY-  AZ/GILA
 DU2013  USGS QUAD   -  DAGGER PEAK (1986)
 DU2013
 DU2013                         *CURRENT SURVEY CONTROL
 DU2013  ___________________________________________________________________
 DU2013* NAD 83(1992)-  33 42 11.90927(N)    110 50 05.07588(W)     ADJUSTED  
 DU2013* NAVD 88     -      1004.3    (meters)    3295.     (feet)  VERTCON   
 DU2013  ___________________________________________________________________
 DU2013  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 DU2013  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DU2013  HORZ ORDER  -  FIRST
 DU2013
 DU2013.The horizontal coordinates were established by classical geodetic methods
 DU2013.and adjusted by the National Geodetic Survey in August 1993.
 DU2013
 DU2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2013
 DU2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2013
 DU2013.The geoid height was determined by GEOID03.
 DU2013
 DU2013;                    North         East     Units Scale Factor Converg.
 DU2013;SPC AZ E     -   299,948.512   151,431.782   MT  0.99994726   -0 22 14.6
 DU2013;SPC AZ E     -   984,083.04    496,823.43   iFT  0.99994726   -0 22 14.6
 DU2013;UTM  12      - 3,729,272.420   515,313.959   MT  0.99960289   +0 05 30.1
 DU2013
 DU2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2013!SPC AZ E     -   0.99984660  x   0.99994726  =   0.99979387
 DU2013!UTM  12      -   0.99984660  x   0.99960289  =   0.99944955
 DU2013
 DU2013:                Primary Azimuth Mark                     Grid Az
 DU2013:SPC AZ E     -  COON AZ MK                               063 32 07.0
 DU2013:UTM  12      -  COON AZ MK                               063 04 22.3
 DU2013
 DU2013|---------------------------------------------------------------------|
 DU2013| PID    Reference Object                     Distance      Geod. Az  |
 DU2013|                                                           dddmmss.s |
 DU2013| CD1841 COON AZ MK                                         0630952.4 |
 DU2013| CD1843 COON RM 2                            17.196 METERS 14603     |
 DU2013| CD1842 COON RM 1                             4.661 METERS 33544     |
 DU2013|---------------------------------------------------------------------|
 DU2013
 DU2013                          SUPERSEDED SURVEY CONTROL
 DU2013
 DU2013  NAD 83(1986)-  33 42 11.90497(N)    110 50 05.07941(W) AD(       ) 1
 DU2013  NAD 27      -  33 42 11.72370(N)    110 50 02.67760(W) AD(       ) 1
 DU2013  NGVD 29 (09/20/88) 1003.7    (m)         3293.     (f) VERT ANG    3  
 DU2013
 DU2013.Superseded values are not recommended for survey control.
 DU2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2013.See file dsdata.txt to determine how the superseded data were derived.
 DU2013
 DU2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1531429272(NAD 83)
 DU2013_MARKER: DS = TRIANGULATION STATION DISK
 DU2013_SETTING: 66 = SET IN ROCK OUTCROP
 DU2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2013
 DU2013  HISTORY     - Date     Condition        Report By
 DU2013  HISTORY     - 1947     MONUMENTED       CGS
 DU2013  HISTORY     - 1966     GOOD             USGS
 DU2013
 DU2013                          STATION DESCRIPTION
 DU2013
 DU2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2013'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE NORTH OF GLOBE, 17.5
 DU2013'MILES AIRLINE EAST-NORTHEAST OF ROOSEVELT, 2.5 MILES NORTH OF THE
 DU2013'SALT RIVER AND 200 YARDS SOUTH OF THE CHERRY CREEK ROAD WHERE IT
 DU2013'PASSES OVER THE SUMMIT BETWEEN COON CREEK AND CHERRY CREEK, ON
 DU2013'THE FIRST PROMINENT POINT OF A RIDGE.  THE HIGHEST POINT OF
 DU2013'RIDGE IS 200 YARDS TO THE SOUTH.  THE STATION MARK IS
 DU2013'STAMPED--COON 1947, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 6
 DU2013'INCHES AND IS 36 PACES EAST OF A FENCE LINE.
 DU2013'
 DU2013'REFERENCE MARK NO. 1 IS STAMPED--COON NO 1 1947, SET IN OUTCROPPING
 DU2013'BEDROCK WHICH PROJECTS 3 INCHES AND IS 12 INCHES LOWER THAN THE
 DU2013'STATION MARK.
 DU2013'
 DU2013'REFERENCE MARK NO. 2 IS STAMPED--COON NO 2 1947, SET IN
 DU2013'OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES AND IS 30 INCHES LOWER
 DU2013'THAN THE STATION MARK.
 DU2013'
 DU2013'THE AZIMUTH MARK IS STAMPED--COON 1947, SET IN OUTCROPPING BEDROCK
 DU2013'WHICH PROJECTS 16 INCHES AND IS 5 PACES NORTH OF THE CENTER LINE
 DU2013'OF ROAD.  MARK IS REACHED FROM END OF TRUCK TRAVEL BY CONTINUING
 DU2013'EASTERLY 0.5 MILE TO MARK ON LEFT.
 DU2013'
 DU2013'TO REACH STATION FROM GLOBE, GO WEST ON U.S. HIGHWAY 60 AND 70,
 DU2013'3.3 MILES TO APACHE TRAIL.  TURN RIGHT, GO 14.9 MILES TO JUNCTION.
 DU2013'CONTINUE STRAIGHT AHEAD, RIGHT, ON THE YOUNG ROAD 4.4 MILES TO
 DU2013'BRIDGE OVER THE SALT RIVER.  CONTINUE 2.7 MILES TO A ROAD RIGHT.
 DU2013'TURN RIGHT, GO 10.0 MILES TO THE W.R.E. LEE RANCH ON LEFT.
 DU2013'CONTINUE 0.75 MILE TO SUMMIT AND END OF TRUCK TRAVEL AT A CATTLE
 DU2013'GUARD.  FROM HERE WALK SOUTHERLY UP RIDGE TO STATION AS
 DU2013'DESCRIBED ABOVE.  A 5 MINUTE PACK.
 DU2013
 DU2013                          STATION RECOVERY (1966)
 DU2013
 DU2013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2013'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 DU2013'
 DU2013'TO REACH FROM INTERSECTION OF U.S. HWYS. 60 AND 70 AND STATE HWY.
 DU2013'80, DRIVE 14.7 MI N. ON STATE HWY. 80 TO INTERSECTION WITH STATE
 DU2013'HWY. 288.  DRIVE 6.8 MI ON STATE HWY. 288 TO CHERRY CREEK RD.
 DU2013'TURN RIGHT ON CHERRY CREEK RD. 10.4 MI TO T-RD. N. AND
 DU2013'CATTLEGUARD.  THIS POINT IS AT SADDLE ON RIDGE.  WALK S. UP RIDGE
 DU2013'TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0984 ***********************************************************************
 ET0984  DESIGNATION -  COOPER
 ET0984  PID         -  ET0984
 ET0984  STATE/COUNTY-  AZ/YAVAPAI
 ET0984  USGS QUAD   -  SULLIVAN BUTTES (1979)
 ET0984
 ET0984                         *CURRENT SURVEY CONTROL
 ET0984  ___________________________________________________________________
 ET0984* NAD 83(1992)-  34 48 00.06152(N)    112 37 00.04393(W)     ADJUSTED  
 ET0984* NAVD 88     -      1415.5    (meters)    4644.     (feet)  VERTCON   
 ET0984  ___________________________________________________________________
 ET0984  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 ET0984  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 ET0984  HORZ ORDER  -  FIRST
 ET0984
 ET0984.The horizontal coordinates were established by classical geodetic methods
 ET0984.and adjusted by the National Geodetic Survey in August 1993.
 ET0984
 ET0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0984
 ET0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0984
 ET0984.The geoid height was determined by GEOID03.
 ET0984
 ET0984;                    North         East     Units Scale Factor Converg.
 ET0984;SPC AZ C     -   421,613.896   149,307.929   MT  0.99995055   -0 23 58.3
 ET0984;SPC AZ C     - 1,383,247.69    489,855.41   iFT  0.99995055   -0 23 58.3
 ET0984;UTM  12      - 3,852,057.040   352,110.457   MT  0.99986957   -0 55 22.2
 ET0984
 ET0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0984!SPC AZ C     -   0.99978199  x   0.99995055  =   0.99973255
 ET0984!UTM  12      -   0.99978199  x   0.99986957  =   0.99965159
 ET0984
 ET0984|---------------------------------------------------------------------|
 ET0984| PID    Reference Object                     Distance      Geod. Az  |
 ET0984|                                                           dddmmss.s |
 ET0984| CH2966 COOPER RM 1                          10.762 METERS 02900     |
 ET0984| ET0542 D 255                               APPROX. 1.1 KM 2382650.5 |
 ET0984| CH2967 COOPER RM 2                          12.964 METERS 29648     |
 ET0984|---------------------------------------------------------------------|
 ET0984
 ET0984                          SUPERSEDED SURVEY CONTROL
 ET0984
 ET0984  NAD 83(1986)-  34 48 00.06089(N)    112 37 00.04299(W) AD(       ) 1
 ET0984  NAD 27      -  34 47 59.98200(N)    112 36 57.41200(W) AD(       ) 1
 ET0984  NGVD 29 (07/19/86) 1414.7    (m)         4641.     (f) VERT ANG    3  
 ET0984
 ET0984.Superseded values are not recommended for survey control.
 ET0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0984.See file dsdata.txt to determine how the superseded data were derived.
 ET0984
 ET0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5211052057(NAD 83)
 ET0984_MARKER: DS = TRIANGULATION STATION DISK
 ET0984_SETTING: 0 = UNSPECIFIED SETTING
 ET0984
 ET0984  HISTORY     - Date     Condition        Report By
 ET0984  HISTORY     - 1944     MONUMENTED       CGS
 ET0984
 ET0984                          STATION DESCRIPTION
 ET0984
 ET0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0984'STATION IS LOCATED ABOUT 18 MILES N AND 8 MILES W OF PRESCOTT.
 ET0984'IT IS ABOUT 400 FEET E OF A DIRT ROAD AND IS SITUATED ON A LOW
 ET0984'ROUND HILL THAT HAS A FEW SMALL PINE TREES ON IT, WHILE THE
 ET0984'HILLS TO THE E ARE HIGHER AND HAVE MORE TREES ON THEM.
 ET0984'
 ET0984'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0984'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0984'COOPER 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 ET0984'
 ET0984'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0984'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0984'COOPER NO 1 1944.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN
 ET0984'STATION MARK.
 ET0984'
 ET0984'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0984'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0984'COOPER NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET0984'STATION MARK.
 ET0984'
 ET0984'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE POST
 ET0984'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND IS STAMPED D 255 1941.
 ET0984'IT IS 52 FEET W OF ROAD AND 3 FEET N OF A WITNESS POST.
 ET0984'
 ET0984'TO REACH STATION FROM PRESCOTT, TAKE THE WALNUT CREEK ROAD FOR
 ET0984'19.0 MILES FROM THE MILLER VALLEY SCHOOL TO A FORK OF A ROAD
 ET0984'LEADING TO THE LEFT JUST BEYOND A CATTLE GUARD.  KEEP RIGHT
 ET0984'AND CONTINUE 1.6 MILES TO U.S.C. AND G.S. BENCH MARK D 255
 ET0984'WHICH IS 52 FEET TO THE LEFT OF ROAD AND IS THE AZIMUTH MARK
 ET0984'FOR THE STATION.  FROM HERE CONTINUE FOR 0.8 MILE TO A DIRT
 ET0984'ROAD LEADING RIGHT FROM THE ROAD AND RUNNING PARALLEL WITH IT
 ET0984'FOR A SHORT DISTANCE, TURN RIGHT AND CONTINUE FOR 0.5 MILE TO
 ET0984'A FORKS, KEEP RIGHT AND CONTINUE FOR 0.2 MILE, COMING TO A
 ET0984'SMALL ROUND HILL TO THE LEFT OF THE ROAD WHICH FORMS PART OF A
 ET0984'RIDGE LEADING E.  TURN LEFT OFF THE ROAD AND DRIVE UP
 ET0984'THE HILL FOR 0.1 MILE TO THE STATION.  STATION IS ABOUT
 ET0984'400 FEET E OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1272 ***********************************************************************
 DA1272  DESIGNATION -  COPA
 DA1272  PID         -  DA1272
 DA1272  STATE/COUNTY-  AZ/MARICOPA
 DA1272  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA1272
 DA1272                         *CURRENT SURVEY CONTROL
 DA1272  ___________________________________________________________________
 DA1272* NAD 83(1992)-  32 32 25.91660(N)    113 17 50.65601(W)     ADJUSTED  
 DA1272* NAVD 88     -       361.2    (meters)    1185.     (feet)  VERTCON   
 DA1272  ___________________________________________________________________
 DA1272  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DA1272  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA1272  HORZ ORDER  -  THIRD
 DA1272
 DA1272.The horizontal coordinates were established by classical geodetic methods
 DA1272.and adjusted by the National Geodetic Survey in August 1993.
 DA1272
 DA1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1272
 DA1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1272
 DA1272.The geoid height was determined by GEOID03.
 DA1272
 DA1272;                    North         East     Units Scale Factor Converg.
 DA1272;SPC AZ C     -   171,642.164    83,668.608   MT  1.00010735   -0 44 34.1
 DA1272;SPC AZ C     -   563,130.46    274,503.31   iFT  1.00010735   -0 44 34.1
 DA1272;UTM  12      - 3,602,679.557   284,256.041   MT  1.00017399   -1 14 10.5
 DA1272
 DA1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1272!SPC AZ C     -   0.99994835  x   1.00010735  =   1.00005570
 DA1272!UTM  12      -   0.99994835  x   1.00017399  =   1.00012233
 DA1272
 DA1272:                Primary Azimuth Mark                     Grid Az
 DA1272:SPC AZ C     -  GRANITE                                  185 15 31.5
 DA1272:UTM  12      -  GRANITE                                  185 45 07.9
 DA1272
 DA1272|---------------------------------------------------------------------|
 DA1272| PID    Reference Object                     Distance      Geod. Az  |
 DA1272|                                                           dddmmss.s |
 DA1272| DA1414 GRANITE                             APPROX.12.6 KM 1843057.4 |
 DA1272|---------------------------------------------------------------------|
 DA1272
 DA1272                          SUPERSEDED SURVEY CONTROL
 DA1272
 DA1272  NAD 83(1986)-  32 32 25.89876(N)    113 17 50.65858(W) AD(       ) 3
 DA1272  NGVD 29 (06/20/88)  360.6    (m)         1183.     (f) VERT ANG    3  
 DA1272
 DA1272.Superseded values are not recommended for survey control.
 DA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1272.See file dsdata.txt to determine how the superseded data were derived.
 DA1272
 DA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8425602680(NAD 83)
 DA1272_MARKER: DS = TRIANGULATION STATION DISK
 DA1272_SETTING: 66 = SET IN ROCK OUTCROP
 DA1272_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1272+STABILITY: POSITION/ELEVATION WELL
 DA1272
 DA1272  HISTORY     - Date     Condition        Report By
 DA1272  HISTORY     - 1962     MONUMENTED       AMS
 DA1272
 DA1272                          STATION DESCRIPTION
 DA1272
 DA1272'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1272'FIELD WORK DONE BY AMS.
 DA1272'
 DA1272'LOCATED ABOUT 28 MI WNW. OF AJO, ABOUT 3 MI NNW. OF TONY TANK.  ON
 DA1272'HIGHEST POINT OF PROMINENT DARK-COLORED HILL.
 DA1272'
 DA1272'REACHED BY HELICOPTER.
 DA1272'
 DA1272'STATION MARK--USE DISK STAMPED---COPA ARMY MAP SERVICE 1962---,
 DA1272'CEMENTED IN DRILL HOLE IN BEDROCK, FLUSH WITH GROUND.
 DA1272'
 DA1272'RM 1--USE RM DISK STAMPED---RM NO 1 ARMY MAP SERVICE 1962---,
 DA1272'CEMENTED IN DRILL HOLE IN TOP OF BEDROCK, ABOUT 3.5 FT LOWER THAN
 DA1272'STATION MARK.
 DA1272'
 DA1272'RM 2--USE RM DISK STAMPED---RM NO 2 ARMY MAP SERVICE 1962---,
 DA1272'CEMENTED IN DRILL HOLE IN BEDROCK, ABOUT 2 FT LOWER THAN STATION
 DA1272'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1878 ***********************************************************************
 CZ1878  DESIGNATION -  COPPER
 CZ1878  PID         -  CZ1878
 CZ1878  STATE/COUNTY-  AZ/PINAL
 CZ1878  USGS QUAD   -  CLARK RANCH (1972)
 CZ1878
 CZ1878                         *CURRENT SURVEY CONTROL
 CZ1878  ___________________________________________________________________
 CZ1878* NAD 83(1992)-  32 44 28.84878(N)    110 32 59.21630(W)     ADJUSTED  
 CZ1878* NAVD 88     -      1177.59   (+/-2cm)    3863.5    (feet)  VERTCON   
 CZ1878  ___________________________________________________________________
 CZ1878  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 CZ1878  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CZ1878  HORZ ORDER  -  SECOND
 CZ1878  VERT ORDER  -  THIRD ? (See Below)
 CZ1878
 CZ1878.The horizontal coordinates were established by classical geodetic methods
 CZ1878.and adjusted by the National Geodetic Survey in August 1993.
 CZ1878
 CZ1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1878.The vertical order pertains to the NGVD 29 superseded value.
 CZ1878
 CZ1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1878
 CZ1878.The geoid height was determined by GEOID03.
 CZ1878
 CZ1878;                    North         East     Units Scale Factor Converg.
 CZ1878;SPC AZ C     -   193,895.764   341,463.427   MT  1.00010229   +0 44 21.8
 CZ1878;SPC AZ C     -   636,140.96  1,120,286.83   iFT  1.00010229   +0 44 21.8
 CZ1878;SPC AZ E     -   193,134.145   177,455.988   MT  0.99991589   -0 12 26.0
 CZ1878;SPC AZ E     -   633,642.21    582,204.69   iFT  0.99991589   -0 12 26.0
 CZ1878;UTM  12      - 3,622,702.859   542,179.929   MT  0.99962194   +0 14 36.6
 CZ1878
 CZ1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1878!SPC AZ C     -   0.99981952  x   1.00010229  =   0.99992180
 CZ1878!SPC AZ E     -   0.99981952  x   0.99991589  =   0.99973543
 CZ1878!UTM  12      -   0.99981952  x   0.99962194  =   0.99944153
 CZ1878
 CZ1878:                Primary Azimuth Mark                     Grid Az
 CZ1878:SPC AZ C     -  4017 RM 2                                073 58 05.3
 CZ1878:SPC AZ E     -  4017 RM 2                                074 54 53.1
 CZ1878:UTM  12      -  4017 RM 2                                074 27 50.5
 CZ1878
 CZ1878|---------------------------------------------------------------------|
 CZ1878| PID    Reference Object                     Distance      Geod. Az  |
 CZ1878|                                                           dddmmss.s |
 CZ1878| CZ1728 4017 RM 2                                          0744227.1 |
 CZ1878| CZ1731 COPPER RM 1                           5.273 METERS 08337     |
 CZ1878| CZ1877 SAHUARO                               8.322 METERS 26744     |
 CZ1878| CZ1732 COPPER RM 2                           5.054 METERS 31140     |
 CZ1878|---------------------------------------------------------------------|
 CZ1878
 CZ1878                          SUPERSEDED SURVEY CONTROL
 CZ1878
 CZ1878  NAD 83(1986)-  32 44 28.84748(N)    110 32 59.21271(W) AD(       ) 2
 CZ1878  NAD 27      -  32 44 28.60400(N)    110 32 56.86700(W) AD(       ) 2
 CZ1878  NGVD 29 (07/19/86) 1176.91   (m)         3861.2    (f) LEVELING    3  
 CZ1878
 CZ1878.Superseded values are not recommended for survey control.
 CZ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1878.See file dsdata.txt to determine how the superseded data were derived.
 CZ1878
 CZ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4218022703(NAD 83)
 CZ1878_MARKER: DS = TRIANGULATION STATION DISK
 CZ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1878
 CZ1878  HISTORY     - Date     Condition        Report By
 CZ1878  HISTORY     - 1948     MONUMENTED       CGS
 CZ1878  HISTORY     - 1967     GOOD             AMS
 CZ1878  HISTORY     - 1972     GOOD             AZHD
 CZ1878  HISTORY     - 1977     GOOD             NGS
 CZ1878
 CZ1878                          STATION DESCRIPTION
 CZ1878
 CZ1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1878'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF MAMMOTH AND
 CZ1878'JUST SOUTH OF THE GOOD ROAD WHICH FOLLOWS THE RIDGE TO THE
 CZ1878'COPPER CREEK MINES.  STATION IS ABOUT 30 FEET SOUTH OF THE
 CZ1878'ROAD AND ON TOP OF A SMALL KNOLL NEAR THE CENTER OF THE
 CZ1878'RIDGE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED--COPPER 1947.
 CZ1878'
 CZ1878'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION
 CZ1878'MARK AND IS IN THE CENTER OF THE RIDGE.  THE MARK PROJECTS
 CZ1878'4 INCHES AND IS STAMPED--COPPER NO 1 1947.
 CZ1878'
 CZ1878'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE GROUND ABOUT 6
 CZ1878'INCHES LOWER THAN THE STATION AND IS ON THE NORTH EDGE OF
 CZ1878'THE RIDGE.  THE MARK IS STAMPED--COPPER NO 2 1947.
 CZ1878'
 CZ1878'REFERENCE MARK NO. 3 IS THE USGS TRIANGULATION STATION SAHUARO.
 CZ1878'THE MARK IS A USGS BRONZE TRIANGULATION DISK SET IN A BOULDER
 CZ1878'WHICH PROJECTS 4 INCHES.  THE MARK IS STAMPED--SAHUARO 1946
 CZ1878'AND IS ABOUT 1 FOOT LOWER THAN STATION COPPER 1948.
 CZ1878'
 CZ1878'THE AZIMUTH MARK IS A BRONZE USGS REFERENCE DISK SET IN
 CZ1878'A BOULDER FLUSH WITH THE GROUND AND STAMPED--4017 1946 NO. 2.,
 CZ1878'REACHED FROM THE STATION BY CONTINUING EAST ON THE ROAD FOR 1.0
 CZ1878'MILE TO MARK ABOUT 125 FEET SOUTH OF THE ROAD.
 CZ1878'
 CZ1878'TO REACH FROM THE POST OFFICE IN MAMMOTH, GO SOUTH 0.1 MILE,
 CZ1878'THENCE TURN LEFT IN FRONT OF THE BLUE FRONT TAP ROOM ON DIRT
 CZ1878'ROAD AND GO 0.75 MILE CROSSING THE SAN PEDRO RIVER TO A
 CZ1878'CROSSROAD AND HOUSE ON THE RIGHT.  KEEP STRAIGHT AHEAD AND
 CZ1878'GO 5.05 MILES TO STATION ON RIGHT.
 CZ1878
 CZ1878                          STATION RECOVERY (1967)
 CZ1878
 CZ1878'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1878'STATION COPPER IS LOCATED APPROXIMATELY 6.5 AIRMILES (E)
 CZ1878'OF MAMMOTH, ARIZONA AND 10.5 AIRMILES (NE) OF SAN MANUEL,
 CZ1878'ARIZONA.
 CZ1878'
 CZ1878'TO REACH FROM MAMMOTH POST OFFICE GO (N) ON MAIN ST FOR 0.2
 CZ1878'MI TO BLUE BIRD ST, TURN RIGHT (NE) ON BLUE BIRD ST AND GO
 CZ1878'FOR 0.8 MI TO CROSS INTERSECTION WITH RIVER ROAD AND C F
 CZ1878'BAR RANCH ROAD ON (NE), GO ON C F BAR RANCH ROAD FOR 5.5
 CZ1878'MI TO SMALL HILL ON RIGHT (SSE), LEAVE VEHICLE AND GO (SSE)
 CZ1878'FOR 13.0 M TO TOP OF HILL AND STATION SITE.  THE STATION SITE
 CZ1878'IS ON THE HIGHEST POINT OF HILL WHICH IS PART OF AN E-W RIDGE
 CZ1878'AMONG ROCKS AND SCATTERED BUSHES.
 CZ1878'
 CZ1878'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED COPPER
 CZ1878'1947 SET IN CONCRETE AND PROJECTING 4 INCHES.
 CZ1878'
 CZ1878'R.M. 1 IS A STANDARD USC AND GS DISK SET IN CONCRETE MONUMENT
 CZ1878'STAMPED COPPER NO 1 1947.  FROM THE STATION IT IS (NE) ON
 CZ1878'A DISTANCE OF 5.273 M AND A DE OF +0.140 FT.
 CZ1878'
 CZ1878'R.M. 2 IS A STANDARD USC AND GS DISK SET IN CONCRETE MONUMENT
 CZ1878'STAMPED COPPER NO 2 1947.  FROM THE STATION IT IS (NW) ON
 CZ1878'A DISTANCE OF 5.057 M AND A DE OF -1.204 FT.
 CZ1878'
 CZ1878'R.M. 3 (USGS STA SAHUARO) IS A STANDARD USGS DISK STAMPED
 CZ1878'SAHUARO 1946.  FROM THE STATION IT IS (SW),
 CZ1878'AT A DISTANCE OF 8.325 M AND A DE OF -1.614 FT.
 CZ1878'
 CZ1878'THE AZ MARK IS A USGS RM DISK STAMPED 4017-1946 NO 2, REACHED
 CZ1878'FROM THE STATION BY CONTINUING (E) ON ROAD FOR 1.1 MI TO
 CZ1878'MK.  APPROX 40M (N) OF ROAD.  THE AZ MARK IS CEMENTED IN A
 CZ1878'FLAT BOULDER FLUSH WITH THE GROUND.
 CZ1878'
 CZ1878'CONDITION OF ALL MARKS IS EXCELLENT.
 CZ1878'
 CZ1878'THE HEIGHT OF THE TRIPOD WAS 1.3 M.  THE VIEW FROM THIS
 CZ1878'HEIGHT IS CLEAR IN ALL DIRECTIONS.
 CZ1878
 CZ1878                          STATION RECOVERY (1972)
 CZ1878
 CZ1878'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1878'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ1878'
 CZ1878'REFERENCE MARKS 1 AND 2 GOOD.
 CZ1878'
 CZ1878'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ1878
 CZ1878                          STATION RECOVERY (1977)
 CZ1878
 CZ1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1878'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 CZ1878'IN GOOD CONDITION.
 CZ1878'
 CZ1878'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2004 ***********************************************************************
 DU2004  DESIGNATION -  COPPER
 DU2004  PID         -  DU2004
 DU2004  STATE/COUNTY-  AZ/GILA
 DU2004  USGS QUAD   -  INSPIRATION (1982)
 DU2004
 DU2004                         *CURRENT SURVEY CONTROL
 DU2004  ___________________________________________________________________
 DU2004* NAD 83(1992)-  33 22 43.19184(N)    110 56 22.50022(W)     ADJUSTED  
 DU2004* NAVD 88     -      1487.5    (meters)    4880.     (feet)  VERTCON   
 DU2004  ___________________________________________________________________
 DU2004  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 DU2004  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DU2004  HORZ ORDER  -  SECOND
 DU2004
 DU2004.The horizontal coordinates were established by classical geodetic methods
 DU2004.and adjusted by the National Geodetic Survey in August 1993.
 DU2004
 DU2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2004
 DU2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2004
 DU2004.The geoid height was determined by GEOID03.
 DU2004
 DU2004;                    North         East     Units Scale Factor Converg.
 DU2004;SPC AZ E     -   264,011.068   141,444.896   MT  0.99996374   -0 25 30.9
 DU2004;SPC AZ E     -   866,178.04    464,058.06   iFT  0.99996374   -0 25 30.9
 DU2004;SPC AZ C     -   264,170.695   304,272.189   MT  1.00000187   +0 32 15.4
 DU2004;SPC AZ C     -   866,701.76    998,268.34   iFT  1.00000187   +0 32 15.4
 DU2004;UTM  12      - 3,693,268.623   505,619.636   MT  0.99960039   +0 01 59.7
 DU2004
 DU2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2004!SPC AZ E     -   0.99977087  x   0.99996374  =   0.99973461
 DU2004!SPC AZ C     -   0.99977087  x   1.00000187  =   0.99977274
 DU2004!UTM  12      -   0.99977087  x   0.99960039  =   0.99937135
 DU2004
 DU2004|---------------------------------------------------------------------|
 DU2004| PID    Reference Object                     Distance      Geod. Az  |
 DU2004|                                                           dddmmss.s |
 DU2004| CD1848 COPPER RM 1                           5.663 METERS 07132     |
 DU2004| CD2696 COPPER RM 2                           8.024 METERS 17523     |
 DU2004| CD1847 3M                                                 1795157.5 |
 DU2004|---------------------------------------------------------------------|
 DU2004
 DU2004                          SUPERSEDED SURVEY CONTROL
 DU2004
 DU2004  NAD 83(1986)-  33 22 43.18637(N)    110 56 22.50243(W) AD(       ) 2
 DU2004  NAD 27      -  33 22 42.98800(N)    110 56 20.09200(W) AD(       ) 2
 DU2004  NGVD 29 (07/19/86) 1486.8    (m)         4878.     (f) VERT ANG    3  
 DU2004
 DU2004.Superseded values are not recommended for survey control.
 DU2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2004.See file dsdata.txt to determine how the superseded data were derived.
 DU2004
 DU2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0562093269(NAD 83)
 DU2004_MARKER: DS = TRIANGULATION STATION DISK
 DU2004_SETTING: 66 = SET IN ROCK OUTCROP
 DU2004_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DU2004
 DU2004  HISTORY     - Date     Condition        Report By
 DU2004  HISTORY     - 1947     MONUMENTED       CGS
 DU2004
 DU2004                          STATION DESCRIPTION
 DU2004
 DU2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2004'STATION IS ON TOP OF A PROMINENT LOW PEAK APPROXIMATELY 5.5 MILES
 DU2004'WEST OF MIAMI AND 2.5 MILES SOUTH OF CASTLE DOME MINE ON THE EAST
 DU2004'SIDE OF THE ROAD LEADING FROM U.S. ROUTES 60 AND 70 TO CASTLE DOME
 DU2004'MINE.  IT IS ON THE EAST END OF A SMALL RIDGE ON THE PEAK AND 12
 DU2004'FEET EAST OF A BARB WIRE FENCE.  MARK IS A BRONZE DISK STAMPED--
 DU2004'COPPER 1946 AND IS SET IN A DRILL HOLE IN BEDROCK EXTENDING 4
 DU2004'INCHES ABOVE THE GROUND.
 DU2004'
 DU2004'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN BEDROCK 3 FEET LOWER
 DU2004'THAN THE STATION ON THE EAST PART OF THE PEAK.  IT PROJECTS 5
 DU2004'INCHES AND IS STAMPED--COPPER NO 1 1946.
 DU2004'
 DU2004'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 DU2004'BEDROCK EXTENDING 5 INCHES ABOVE THE GROUND.  IT IS ON THE SOUTH
 DU2004'PART OF THE PEAK 2.5 FEET LOWER THAN THE STATION AND STAMPED--
 DU2004'COPPER NO 2 1946.
 DU2004'
 DU2004'THE AZIMUTH MARK IS SOUTHWEST OF INTERSECTION OF U.S. HIGHWAY 60
 DU2004'AND 70 AND THE CASTLE DOME ROAD.  40 PACES SOUTH-SOUTHWEST OF
 DU2004'CATTLE GUARD AND 25 FEET SOUTH OF HIGHWAY.  IT IS 15 FEET ABOVE
 DU2004'THE EXISTING HIGHWAY (WHICH IS TO BE REPAIRED AND MOVED A FEW
 DU2004'FEET) ON OUTCROPPING BEDROCK.  IT IS A USGS BENCH MARK STAMPED--3M
 DU2004'
 DU2004'TO REACH FROM MIAMI, GO WEST ON HIGHWAY 60 AND 70 FOR 5.0 MILES
 DU2004'TO INTERSECTION OF U.S. 70 AND 60 AND THE CASTLE DOME ROAD.
 DU2004'HERE THE AZIMUTH MARK IS ON THE BLUFF ON THE SOUTH SIDE OF THE
 DU2004'HIGHWAY AND THE STATION IS ON THE WESTERN AND MORE DISTANT ONE
 DU2004'OF TWO PEAKS TO THE NORTH AND APPROXIMATELY 0.7 MILE AWAY.
 DU2004'TURN RIGHT ON CASTLE DOME ROAD AND GO 1.0 MILE TO BASE OF THE
 DU2004'PEAK TO THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1714 ***********************************************************************
 CZ1714  DESIGNATION -  COPPER
 CZ1714  PID         -  CZ1714
 CZ1714  STATE/COUNTY-  AZ/PINAL
 CZ1714  USGS QUAD   -  CLARK RANCH (1972)
 CZ1714
 CZ1714                         *CURRENT SURVEY CONTROL
 CZ1714  ___________________________________________________________________
 CZ1714* NAD 83(1992)-  32 42 13.11018(N)    110 36 46.19957(W)     ADJUSTED  
 CZ1714* NAVD 88     -       793.3    (meters)    2603.     (feet)  VERTCON   
 CZ1714  ___________________________________________________________________
 CZ1714  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CZ1714  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CZ1714  HORZ ORDER  -  THIRD
 CZ1714
 CZ1714.The horizontal coordinates were established by classical geodetic methods
 CZ1714.and adjusted by the National Geodetic Survey in August 1993.
 CZ1714
 CZ1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1714
 CZ1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1714
 CZ1714.The geoid height was determined by GEOID03.
 CZ1714
 CZ1714;                    North         East     Units Scale Factor Converg.
 CZ1714;SPC AZ C     -   189,639.739   335,605.351   MT  1.00008421   +0 42 16.3
 CZ1714;SPC AZ C     -   622,177.62  1,101,067.42   iFT  1.00008421   +0 42 16.3
 CZ1714;UTM  12      - 3,618,499.660   536,288.053   MT  0.99961624   +0 12 33.1
 CZ1714
 CZ1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1714!SPC AZ C     -   0.99987988  x   1.00008421  =   0.99996408
 CZ1714!UTM  12      -   0.99987988  x   0.99961624  =   0.99949616
 CZ1714
 CZ1714:                Primary Azimuth Mark                     Grid Az
 CZ1714:SPC AZ C     -  TABLE                                    032 27 37.8
 CZ1714:UTM  12      -  TABLE                                    032 57 21.0
 CZ1714
 CZ1714|---------------------------------------------------------------------|
 CZ1714| PID    Reference Object                     Distance      Geod. Az  |
 CZ1714|                                                           dddmmss.s |
 CZ1714| CZ1871 TABLE                               APPROX.16.0 KM 0330954.1 |
 CZ1714| CU8286 COPPER RM 1                          10.085 METERS 14414     |
 CZ1714| CU8287 COPPER RM 2                          11.826 METERS 24956     |
 CZ1714| CZ1722 TIGER MUN TANK                      APPROX. 6.7 KM 2730036.4 |
 CZ1714|---------------------------------------------------------------------|
 CZ1714
 CZ1714                          SUPERSEDED SURVEY CONTROL
 CZ1714
 CZ1714  NAD 83(1986)-  32 42 13.10784(N)    110 36 46.19617(W) AD(       ) 3
 CZ1714  NGVD 29 (05/20/88)  792.7    (m)         2601.     (f) VERT ANG    3  
 CZ1714
 CZ1714.Superseded values are not recommended for survey control.
 CZ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1714.See file dsdata.txt to determine how the superseded data were derived.
 CZ1714
 CZ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3628818500(NAD 83)
 CZ1714_MARKER: DD = SURVEY DISK
 CZ1714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1714_SP_SET: TOP OF METAL PIPE IN CONCRETE
 CZ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1714+STABILITY: SURFACE MOTION
 CZ1714
 CZ1714  HISTORY     - Date     Condition        Report By
 CZ1714  HISTORY     - 1946     MONUMENTED       USGS
 CZ1714
 CZ1714                          STATION DESCRIPTION
 CZ1714
 CZ1714'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1714'LOCATED ABOUT 2 MI SE. OF MAMMOTH, 0.8 MI E. OF SAN PEDRO RIVER,
 CZ1714'0.6 MI N. OF COPPER CREEK WASH.  ON WEST END OF LOW RIDGE
 CZ1714'OVERLOOKING SAN PEDRO RIVER, 40 FT S. OF EDGE OF BLUFF.
 CZ1714'
 CZ1714'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE E. CROSSING SAN
 CZ1714'PEDRO RIVER TO X-RDS.  TURN RIGHT 1.7 MI S. TO DIM TRACK LEFT UP
 CZ1714'WASH.  TURN LEFT 0.5 MI TO END OF TRUCK TRAVEL AT FENCE.  PACK N.
 CZ1714'AND E. UP HILL TO TOP OF RIDGE AND STATION.
 CZ1714'
 CZ1714'STATION MARK--STANDARD TABLET STAMPED---COPPER 1946---, WELDED TO
 CZ1714'TOP OF 2-1/2 INCH PIPE SET IN CONCRETE.
 CZ1714'
 CZ1714'RM 1--STANDARD RM TABLET STAMPED---COPPER NO 1 1946---, WELDED TO
 CZ1714'TOP OF 2-1/2 INCH PIPE SET IN CONCRETE.
 CZ1714'
 CZ1714'RM 2--STANDARD RM TABLET STAMPED---COPPER NO 2 1946---, WELDED TO
 CZ1714'TOP OF 2-1/2 INCH PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1580 ***********************************************************************
 DA1580  DESIGNATION -  COPPER
 DA1580  PID         -  DA1580
 DA1580  STATE/COUNTY-  AZ/YUMA
 DA1580  USGS QUAD   -  TACNA (1982)
 DA1580
 DA1580                         *CURRENT SURVEY CONTROL
 DA1580  ___________________________________________________________________
 DA1580* NAD 83(1992)-  32 37 50.93686(N)    113 53 30.39851(W)     ADJUSTED  
 DA1580* NAVD 88     -       145.1    (meters)     476.     (feet)  VERTCON   
 DA1580  ___________________________________________________________________
 DA1580  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DA1580  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA1580  HORZ ORDER  -  THIRD
 DA1580
 DA1580.The horizontal coordinates were established by classical geodetic methods
 DA1580.and adjusted by the National Geodetic Survey in August 1993.
 DA1580
 DA1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1580
 DA1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1580
 DA1580.The geoid height was determined by GEOID03.
 DA1580
 DA1580;                    North         East     Units Scale Factor Converg.
 DA1580;SPC AZ W     -   180,827.576   200,056.426   MT  0.99993551   -0 04 35.2
 DA1580;SPC AZ W     -   593,266.33    656,353.10   iFT  0.99993551   -0 04 35.2
 DA1580;UTM  12      - 3,614,054.091   228,694.219   MT  1.00050774   -1 33 37.0
 DA1580
 DA1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1580!SPC AZ W     -   0.99998240  x   0.99993551  =   0.99991791
 DA1580!UTM  12      -   0.99998240  x   1.00050774  =   1.00049013
 DA1580
 DA1580                          SUPERSEDED SURVEY CONTROL
 DA1580
 DA1580  NAD 83(1986)-  32 37 50.93360(N)    113 53 30.39822(W) AD(       ) 3
 DA1580  NGVD 29 (04/26/91)  144.4    (m)          474.     (f) VERT ANG    3  
 DA1580
 DA1580.Superseded values are not recommended for survey control.
 DA1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1580.See file dsdata.txt to determine how the superseded data were derived.
 DA1580
 DA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2869414054(NAD 83)
 DA1580_MARKER: DD = SURVEY DISK
 DA1580_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1580
 DA1580  HISTORY     - Date     Condition        Report By
 DA1580  HISTORY     - 1964     MONUMENTED       USGS
 DA1580
 DA1580                          STATION DESCRIPTION
 DA1580
 DA1580'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DA1580'LOCATED ABOUT 12 MI NE. OF COYOTE PEAK, ABOUT 10 MI SW. OF
 DA1580'MOHAWK, ABOUT 6 MI SE. OF TACNA.  ON SANDY FLATS OF MOHAWK VALLEY,
 DA1580'JUST E. OF WASH, 80 FT NW. OF LONE IRONWOOD TREE.
 DA1580'
 DA1580'TO REACH FROM TACNA POST OFFICE, GO 0.1 MI W. ON US HWY. 80 TO
 DA1580'INTERSECTION OF DIRT RD.  GO 0.2 MI S. JUST PAST AIRPORT TO
 DA1580'INTERSECTIONOF SECTION LINE RD. E.  GO 2.6 MI E. TO INTERSECTION
 DA1580'OF SECTION LINE RD.  GO 2.5 MI S. TO END OF SECTION LINE RD.,
 DA1580'CONTINUE ON SANDY TRACK RD. (FOUR-WHEEL DRIVE REQUIRED) 2.3 MI
 DA1580'S.  GO CROSS COUNTRY 0.6 MI E. TO STATION.
 DA1580'
 DA1580'STATION MARK--STANDARD TABLET STAMPED---COPPER 1964---, IN CEMENT
 DA1580'POST PROJECTING 0.8 FT.
 DA1580'
 DA1580'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, ON 1-1/2 INCH IRON
 DA1580'PIPE CEMENTED IN GROUND PROJECTING 1.1 FT.
 DA1580'
 DA1580'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, ON 1-1/2 INCH IRON
 DA1580'PIPE CEMENTED IN GROUND PROJECTING 1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7977 ***********************************************************************
 DK7977  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7977  DESIGNATION -  COPPER
 DK7977  PID         -  DK7977
 DK7977  STATE/COUNTY-  AZ/GILA
 DK7977  USGS QUAD   -  GLOBE (1982)
 DK7977
 DK7977                         *CURRENT SURVEY CONTROL
 DK7977  ___________________________________________________________________
 DK7977* NAD 83(2007)-  33 26 41.51239(N)    110 45 51.87535(W)     ADJUSTED  
 DK7977* NAVD 88     -      1317.00   (meters)    4320.9    (feet)  GPS OBS   
 DK7977  ___________________________________________________________________
 DK7977  EPOCH DATE  -        2007.00
 DK7977  X           -  -1,889,099.523 (meters)                     COMP
 DK7977  Y           -  -4,982,410.428 (meters)                     COMP
 DK7977  Z           -   3,495,944.142 (meters)                     COMP
 DK7977  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DK7977  ELLIP HEIGHT-        1289.853 (meters)          (01/09/09) ADJUSTED
 DK7977  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DK7977  HORZ ORDER  -  B
 DK7977  ELLP ORDER  -  FOURTH    CLASS II
 DK7977
 DK7977.The horizontal coordinates were established by GPS observations
 DK7977.and adjusted by the National Geodetic Survey in January 2009.
 DK7977
 DK7977.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7977.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7977.The horizontal coordinates are valid at the epoch date displayed above.
 DK7977.The epoch date for horizontal control is a decimal equivalence
 DK7977.of Year/Month/Day.
 DK7977
 DK7977.The orthometric height was determined by GPS observations and a
 DK7977.high-resolution geoid model.
 DK7977.The orthometric height was determined by GPS observations and a
 DK7977.high-resolution geoid model using precise GPS observation and
 DK7977.processing techniques.
 DK7977
 DK7977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7977
 DK7977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7977
 DK7977.The ellipsoidal height was determined by GPS observations
 DK7977.and is referenced to NAD 83.
 DK7977
 DK7977.The geoid height was determined by GEOID03.
 DK7977
 DK7977;                    North         East     Units Scale Factor Converg.
 DK7977;SPC AZ E     -   271,245.606   157,786.158   MT  0.99993806   -0 19 46.0
 DK7977;SPC AZ E     -   889,913.41    517,671.12   iFT  0.99993806   -0 19 46.0
 DK7977;UTM  12      - 3,700,631.245   521,896.769   MT  0.99960591   +0 07 47.4
 DK7977
 DK7977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7977!SPC AZ E     -   0.99979754  x   0.99993806  =   0.99973561
 DK7977!UTM  12      -   0.99979754  x   0.99960591  =   0.99940353
 DK7977
 DK7977                          SUPERSEDED SURVEY CONTROL
 DK7977
 DK7977.No superseded survey control is available for this station.
 DK7977
 DK7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2189700631(NAD 83)
 DK7977_MARKER: DD = SURVEY DISK
 DK7977_SETTING: 66 = SET IN ROCK OUTCROP
 DK7977_STAMPING: COPPER 2005
 DK7977_MARK LOGO: AZ-007
 DK7977_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7977+STABILITY: POSITION/ELEVATION WELL
 DK7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7977+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7977
 DK7977  HISTORY     - Date     Condition        Report By
 DK7977  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7977
 DK7977                          STATION DESCRIPTION
 DK7977
 DK7977'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7977'FROM THE COURTHOUSE IN GLOBE, ARIZONA TRAVEL EAST ON U.S. 60 FOR
 DK7977'0.5MI.  TO THE INTERSECTION OF U.S. 60 AND S.R.  70 GO NORTH FOR 2.6MI
 DK7977'TO COPPER CANYON ROAD.  TURN WEST FOR 2.00 TO COPPER HILLS ROAD.  TURN
 DK7977'NORTH FOR 0.4MI TO MOUNTAINSIDE ROAD.  TURN NORTH FOR 1.00MI.
 DK7977'MONUMENT IS BRASS CAP IN BEDROCK SOUTH SIDE OF ROAD 20 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5750 ***********************************************************************
 DH5750  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5750  DESIGNATION -  COPPER GLANCE
 DH5750  PID         -  DH5750
 DH5750  STATE/COUNTY-  AZ/COCHISE
 DH5750  USGS QUAD   -  HEREFORD (1983)
 DH5750
 DH5750                         *CURRENT SURVEY CONTROL
 DH5750  ___________________________________________________________________
 DH5750* NAD 83(2007)-  31 27 58.90243(N)    110 03 16.48526(W)     ADJUSTED  
 DH5750* NAVD 88     -      1369.22   (meters)    4492.2    (feet)  GPS OBS   
 DH5750  ___________________________________________________________________
 DH5750  EPOCH DATE  -        2007.00
 DH5750  X           -  -1,867,626.916 (meters)                     COMP
 DH5750  Y           -  -5,116,093.794 (meters)                     COMP
 DH5750  Z           -   3,310,806.547 (meters)                     COMP
 DH5750  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 DH5750  ELLIP HEIGHT-        1341.424 (meters)          (02/10/07) ADJUSTED
 DH5750  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DH5750
 DH5750  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5750  Type    PID    Designation                      North   East  Ellip
 DH5750  -------------------------------------------------------------------
 DH5750  NETWORK DH5750 COPPER GLANCE                     1.67   1.45   4.70
 DH5750  -------------------------------------------------------------------
 DH5750
 DH5750.The horizontal coordinates were established by GPS observations
 DH5750.and adjusted by the National Geodetic Survey in February 2007.
 DH5750
 DH5750.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5750.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5750.The horizontal coordinates are valid at the epoch date displayed above.
 DH5750.The epoch date for horizontal control is a decimal equivalence
 DH5750.of Year/Month/Day.
 DH5750
 DH5750.The orthometric height was determined by GPS observations and a
 DH5750.high-resolution geoid model.
 DH5750.The orthometric height was determined by GPS observations and a
 DH5750.high-resolution geoid model using precise GPS observation and
 DH5750.processing techniques.
 DH5750
 DH5750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5750
 DH5750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5750
 DH5750.The ellipsoidal height was determined by GPS observations
 DH5750.and is referenced to NAD 83.
 DH5750
 DH5750.The geoid height was determined by GEOID03.
 DH5750
 DH5750;                    North         East     Units Scale Factor Converg.
 DH5750;SPC AZ E     -    51,707.424   224,011.314   MT  0.99990140   +0 03 30.6
 DH5750;SPC AZ E     -   169,643.78    734,945.26   iFT  0.99990140   +0 03 30.6
 DH5750;UTM  12      - 3,481,675.233   589,815.237   MT  0.99969949   +0 29 36.7
 DH5750
 DH5750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5750!SPC AZ E     -   0.99978941  x   0.99990140  =   0.99969083
 DH5750!UTM  12      -   0.99978941  x   0.99969949  =   0.99948896
 DH5750
 DH5750                          SUPERSEDED SURVEY CONTROL
 DH5750
 DH5750  NAD 83(1992)-  31 27 58.90226(N)    110 03 16.48503(W) AD(       ) B
 DH5750  ELLIP H (08/22/05) 1341.427  (m)                       GP(       ) 4 2
 DH5750
 DH5750.Superseded values are not recommended for survey control.
 DH5750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5750.See file dsdata.txt to determine how the superseded data were derived.
 DH5750
 DH5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8981581675(NAD 83)
 DH5750_MARKER: DD = SURVEY DISK
 DH5750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5750_STAMPING: COPPER GLANCE 2004
 DH5750_MARK LOGO: AZ-003
 DH5750_PROJECTION: FLUSH
 DH5750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5750+STABILITY: SURFACE MOTION
 DH5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5750+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5750
 DH5750  HISTORY     - Date     Condition        Report By
 DH5750  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5750
 DH5750                          STATION DESCRIPTION
 DH5750
 DH5750'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5750'FROM THE POST OFFICE ON HIGHWAY 92 GO WEST 8.24 MILES TO HEREFORD RD.
 DH5750'GO NORTH ON HEREFORD RD. 5.0 MILES TO COPPER GLANCE RD.HEAD
 DH5750'NORTHEASTERLY .6 MILE TO A Y IN THE ROAD, TAKE THE ROAD HEADING
 DH5750'SOUTHEASTERLY FOR .27 MILE TO ANOTHER ROAD GOING EAST, CROSS
 DH5750'CATTLEGUARD AND GO 1.64 MILES TO A ROAD, TURN LEFT AND TRAVEL
 DH5750'NORTHERLY .37 MILE TO ANOTHER ROAD, TURN RIGHT AND GO EASTERLY .36
 DH5750'MILE TO A Y IN THE ROAD, TURN LEFT AND TRAVEL NORTH .66 MILE TO A
 DH5750'NARROW JEEP TRAIL THAT BEARS NORTHEASTERLY, GO .13 MILE TO POINT.
 DH5750'POINT IS APPROXIMATELY 20 FEET SOUTH OF THE TRAIL, AND 100 FEET WEST
 DH5750'OF A TOWNSHIP CORNER MARKED T21ST22S R22E R23E.
 DH5750' 
 DH5750'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT IN A 15 INCH BY
 DH5750'40 INCH HOLE, A COCHISE COUNTY WITNESS SIGN IS WITHIN APPROXIMATELY 3
 DH5750'FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0971 ***********************************************************************
 EU0971  DESIGNATION -  CORAL
 EU0971  PID         -  EU0971
 EU0971  STATE/COUNTY-  AZ/LA PAZ
 EU0971  USGS QUAD   -  PARKER (1975)
 EU0971
 EU0971                         *CURRENT SURVEY CONTROL
 EU0971  ___________________________________________________________________
 EU0971* NAD 83(1992)-  34 09 06.22533(N)    114 18 14.86888(W)     ADJUSTED  
 EU0971* NAVD 88     -       128.2    (meters)     421.     (feet)  VERTCON   
 EU0971  ___________________________________________________________________
 EU0971  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EU0971  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EU0971  HORZ ORDER  -  SECOND
 EU0971
 EU0971.The horizontal coordinates were established by classical geodetic methods
 EU0971.and adjusted by the National Geodetic Survey in August 1993.
 EU0971
 EU0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0971
 EU0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0971
 EU0971.The geoid height was determined by GEOID03.
 EU0971
 EU0971;                    North         East     Units Scale Factor Converg.
 EU0971;SPC AZ W     -   349,632.917   162,261.106   MT  0.99996551   -0 18 39.9
 EU0971;SPC AZ W     - 1,147,089.62    532,352.71   iFT  0.99996551   -0 18 39.9
 EU0971;SPC CA 5     -   578,558.572 2,340,749.044   MT  0.99997645   +2 06 24.1
 EU0971;SPC CA 5     - 1,898,154.25  7,679,607.49   sFT  0.99997645   +2 06 24.1
 EU0971;UTM  11      - 3,782,263.683   748,548.386   MT  1.00036158   +1 30 51.1
 EU0971
 EU0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0971!SPC AZ W     -   0.99998479  x   0.99996551  =   0.99995030
 EU0971!SPC CA 5     -   0.99998479  x   0.99997645  =   0.99996124
 EU0971!UTM  11      -   0.99998479  x   1.00036158  =   1.00034637
 EU0971
 EU0971|---------------------------------------------------------------------|
 EU0971| PID    Reference Object                     Distance      Geod. Az  |
 EU0971|                                                           dddmmss.s |
 EU0971| CC4544 CORAL RM 1                            8.995 METERS 04623     |
 EU0971| CC4545 CORAL RM 2                            7.650 METERS 21230     |
 EU0971|---------------------------------------------------------------------|
 EU0971
 EU0971                          SUPERSEDED SURVEY CONTROL
 EU0971
 EU0971  NAD 83(1986)-  34 09 06.22600(N)    114 18 14.87452(W) AD(       ) 2
 EU0971  NAD 27      -  34 09 06.16854(N)    114 18 12.05114(W) AD(       ) 2
 EU0971  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG    3  
 EU0971
 EU0971.Superseded values are not recommended for survey control.
 EU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0971.See file dsdata.txt to determine how the superseded data were derived.
 EU0971
 EU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4854882264(NAD 83)
 EU0971_MARKER: DS = TRIANGULATION STATION DISK
 EU0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0971
 EU0971  HISTORY     - Date     Condition        Report By
 EU0971  HISTORY     - 1964     MONUMENTED       CGS
 EU0971  HISTORY     - 1966     GOOD             CGS
 EU0971
 EU0971                          STATION DESCRIPTION
 EU0971
 EU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0971'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE BUSINESS CENTER OF
 EU0971'PARKER.  ABOUT 0.2 MILE NORTHEAST OF THE COLORADO RIVER INDIAN
 EU0971'AGENCY HEADQUARTERS AND HOSPITAL.  ON TOP OF A LEVEE AT THE
 EU0971'SOUTHEAST SIDE OF THE COLORADO RIVER, ON PROPERTY OF THE COLORADO
 EU0971'RIVER INDIAN RESERVATION.
 EU0971'
 EU0971'TO REACH THE STATION FROM THE CROSS STREET INTERSECTION OF
 EU0971'CALIFORNIA AVE. AND AGENCY ROAD (STATE HIGHWAYS 95) AND SPUR
 EU0971'95 IN PARKER, GO SOUTHWEST ON AGENCY ROAD FOR 0.9 MILE TO CROSSROAD
 EU0971'JUST BEFORE REACHING THE INDIAN AGENCY HEADQUARTERS.  TURN RIGHT
 EU0971'AND GO NORTH ON GRAVEL STREET FOR 0.25 MILE TO FORKS.  TAKE
 EU0971'LEFT FORK STRAIGHT AHEAD, NORTH, FOR 0.15 MILE ALONG BLADED
 EU0971'STRIP TO THE STATION ON TOP OF LEVEE JUST SOUTHEAST OF THE
 EU0971'COLORADO RIVER.
 EU0971'
 EU0971'THE STATION IS A STANDARD DISK STAMPED CORAL 1964, SET IN THE TOP
 EU0971'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 EU0971'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 106 FEET NORTHEAST
 EU0971'OF THE SOUTHWEST EDGE OF THE LEVEE, AND 4.2 FEET NORTHWEST OF THE
 EU0971'SOUTHEAST EDGE OF THE LEVEE AND A METAL WITNESS POST WITH SIGN.
 EU0971'
 EU0971'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CORAL NO 1 1964,
 EU0971'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EU0971'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 29 FEET
 EU0971'NORTHEAST OF A METAL WITNESS POST WITH SIGN, AND 5 FEET NORTHWEST
 EU0971'OF THE SOUTHEAST EDGE OF THE LEVEE.
 EU0971'
 EU0971'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CORAL NO 2 1964, SET
 EU0971'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EU0971'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 81 FEET
 EU0971'NORTHEAST OF THE SOUTHWEST EDGE OF THE LEVEE, 25 FEET SOUTHWEST OF
 EU0971'A METAL WITNESS POST WITH SIGN, AND 2 FEET NORTHWEST OF THE
 EU0971'SOUTHEAST EDGE OF THE LEVEE.
 EU0971
 EU0971                          STATION RECOVERY (1966)
 EU0971
 EU0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PAW)
 EU0971'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EU0971'GOOD CONDITION AND AS DESCRIBED IN 1964.  THE REMOVAL OF THIS
 EU0971'STATION HAS BEEN REQUESTED BY THE BUREAU OF RECLAMATION, BLYTHE,
 EU0971'CALIFORNIA OFFICE, TO EXPEDITE THE EXCAVATION OF A LARGE GRAVEL
 EU0971'PIT.  A NUMBER 2 STATION WAS ESTABLISHED AT THIS TIME AND THENCE
 EU0971'ALL OF THE ORIGINAL MARKS WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0975 ***********************************************************************
 EU0975  DESIGNATION -  CORAL 2
 EU0975  PID         -  EU0975
 EU0975  STATE/COUNTY-  AZ/LA PAZ
 EU0975  USGS QUAD   -  PARKER (1975)
 EU0975
 EU0975                         *CURRENT SURVEY CONTROL
 EU0975  ___________________________________________________________________
 EU0975* NAD 83(1992)-  34 09 04.08369(N)    114 18 13.61127(W)     NO CHECK  
 EU0975* NAVD 88     -       126.9    (meters)     416.     (feet)  VERTCON   
 EU0975  ___________________________________________________________________
 EU0975  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EU0975  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EU0975  HORZ ORDER  -  THIRD
 EU0975
 EU0975.The horizontal coordinates were established by classical geodetic methods
 EU0975.and adjusted by the National Geodetic Survey in August 1993.
 EU0975.No horizontal observational check was made to the station.
 EU0975
 EU0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0975
 EU0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0975
 EU0975.The geoid height was determined by GEOID03.
 EU0975
 EU0975;                    North         East     Units Scale Factor Converg.
 EU0975;SPC AZ W     -   349,566.756   162,292.962   MT  0.99996547   -0 18 39.2
 EU0975;SPC AZ W     - 1,146,872.56    532,457.22   iFT  0.99996547   -0 18 39.2
 EU0975;SPC CA 5     -   578,493.813 2,340,783.664   MT  0.99997656   +2 06 24.8
 EU0975;SPC CA 5     - 1,897,941.78  7,679,721.07   sFT  0.99997656   +2 06 24.8
 EU0975;UTM  11      - 3,782,198.544   748,582.347   MT  1.00036179   +1 30 51.7
 EU0975
 EU0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0975!SPC AZ W     -   0.99998500  x   0.99996547  =   0.99995047
 EU0975!SPC CA 5     -   0.99998500  x   0.99997656  =   0.99996156
 EU0975!UTM  11      -   0.99998500  x   1.00036179  =   1.00034678
 EU0975
 EU0975:                Primary Azimuth Mark                     Grid Az
 EU0975:SPC AZ W     -  PARKER CITY WATER TANK                   103 30 33.7
 EU0975:SPC CA 5     -  PARKER CITY WATER TANK                   101 05 29.7
 EU0975:UTM  11      -  PARKER CITY WATER TANK                   101 41 02.8
 EU0975
 EU0975|---------------------------------------------------------------------|
 EU0975| PID    Reference Object                     Distance      Geod. Az  |
 EU0975|                                                           dddmmss.s |
 EU0975| EU0979 PARKER CITY WATER TANK              APPROX. 1.3 KM 1031154.5 |
 EU0975| CC4546 CORAL 2 RM 1                         16.670 METERS 27054     |
 EU0975| EU0971 CORAL                                73.433 METERS 33359     |
 EU0975| CC4547 CORAL 2 RM 2                         17.017 METERS 34913     |
 EU0975|---------------------------------------------------------------------|
 EU0975
 EU0975                          SUPERSEDED SURVEY CONTROL
 EU0975
 EU0975  NAD 83(1986)-  34 09 04.08429(N)    114 18 13.61687(W) AD(       ) 3
 EU0975  NAD 27      -  34 09 04.02685(N)    114 18 10.79358(W) AD(       ) 3
 EU0975  NGVD 29 (07/19/86)  126.3    (m)          414.     (f) VERT ANG    3  
 EU0975
 EU0975.Superseded values are not recommended for survey control.
 EU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0975.See file dsdata.txt to determine how the superseded data were derived.
 EU0975
 EU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4858282199(NAD 83)
 EU0975_MARKER: DS = TRIANGULATION STATION DISK
 EU0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0975
 EU0975  HISTORY     - Date     Condition        Report By
 EU0975  HISTORY     - 1966     MONUMENTED       CGS
 EU0975
 EU0975                          STATION DESCRIPTION
 EU0975
 EU0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (PAW)
 EU0975'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE BUSINESS SECTION
 EU0975'OF PARKER, ON PROPERTY OF THE COLORADO RIVER INDIAN RESERVATION,
 EU0975'ABOUT 1/4 MILE NORTHEAST OF THE RESERVATION HEADQUARTERS AND
 EU0975'HOSPITAL, NEAR THE NORTHEAST BOUNDARY FENCE CORNER OF A GENERAL
 EU0975'SERVICES ADMINISTRATION PARKING LOT AND ON THE EAST SIDE OF A
 EU0975'LARGE GRAVEL PIT EXCAVATION.
 EU0975'
 EU0975'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA
 EU0975'AVENUE AND STATE HIGHWAY 95 (AGENCY ROAD), AND SPUR 95 IN PARKER,
 EU0975'DRIVE SOUTHWEST ON THE HIGHWAY FOR 0.9 MILE TO A CROSSROAD,
 EU0975'JUST BEFORE REACHING THE INDIAN AGENCY HEADQUARTERS.  TURN
 EU0975'RIGHT AND DRIVE NORTHERLY ON THE GRAVELED STREET FOR 0.25 MILE
 EU0975'TO Y-FORKS.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY ON A
 EU0975'BLADED ROAD FOR 0.15 MILE TO A FENCE CORNER, A GRAVEL PIT AND
 EU0975'THE STATION.
 EU0975'
 EU0975'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 EU0975'STAMPED CORAL 2 1966.  THE UNDERGROUND DISK IS SET IN A MASS OF
 EU0975'CONCRETE 3 FEET BELOW THE GROUND SURFACE.  THE SURFACE DISK IS
 EU0975'SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE MONUMENT
 EU0975'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 192.5
 EU0975'FEET NORTH OF THE NORTHEAST FENCE CORNER OF THE PARKING LOT,
 EU0975'49.0 FEET SOUTH OF THE SOUTH BOUNDARY OF THE GRAVEL PIT AND 3.4
 EU0975'FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 EU0975'
 EU0975'REFERENCE MARK 1, A STANDARD DISK STAMPED CORAL 2 NO. 1 1966,
 EU0975'IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE MONUMENT
 EU0975'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 7 FEET
 EU0975'SOUTH OF THE BOUNDARY OF THE GRAVEL PIT, ABOUT 2 FEET LOWER IN
 EU0975'ELEVATION THAN THE STATION MARK AND 1.5 FEET EAST OF A METAL
 EU0975'WITNESS POST WITH SIGN.
 EU0975'
 EU0975'REFERENCE MARK 2, A STANDARD DISK STAMPED CORAL 2 NO. 2 1966,
 EU0975'IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE MONUMENT
 EU0975'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 6 FEET
 EU0975'SOUTH OF THE SOUTH BOUNDARY OF THE GRAVEL PIT, 1.8 FEET WEST OF
 EU0975'A METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 1 FOOT
 EU0975'LOWER IN ELEVATION THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1156 ***********************************************************************
 ES1156  DESIGNATION -  CORD
 ES1156  PID         -  ES1156
 ES1156  STATE/COUNTY-  AZ/GILA
 ES1156  USGS QUAD   -  PARALLEL CANYON (1990)
 ES1156
 ES1156                         *CURRENT SURVEY CONTROL
 ES1156  ___________________________________________________________________
 ES1156* NAD 83(1992)-  34 14 50.88335(N)    110 51 39.39045(W)     ADJUSTED  
 ES1156* NAVD 88     -      2290.69   (+/-2cm)    7515.4    (feet)  VERTCON   
 ES1156  ___________________________________________________________________
 ES1156  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 ES1156  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES1156  HORZ ORDER  -  THIRD
 ES1156  VERT ORDER  -  THIRD ? (See Below)
 ES1156
 ES1156.The horizontal coordinates were established by classical geodetic methods
 ES1156.and adjusted by the National Geodetic Survey in August 1993.
 ES1156
 ES1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1156.The vertical order pertains to the NGVD 29 superseded value.
 ES1156
 ES1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1156
 ES1156.The geoid height was determined by GEOID03.
 ES1156
 ES1156;                    North         East     Units Scale Factor Converg.
 ES1156;SPC AZ E     -   360,319.401   149,411.955   MT  0.99995039   -0 23 26.6
 ES1156;SPC AZ E     - 1,182,150.27    490,196.70   iFT  0.99995039   -0 23 26.6
 ES1156;SPC AZ C     -   360,605.562   310,601.485   MT  1.00001652   +0 35 39.0
 ES1156;SPC AZ C     - 1,183,089.11  1,019,033.74   iFT  1.00001652   +0 35 39.0
 ES1156;UTM  12      - 3,789,603.992   512,804.370   MT  0.99960202   +0 04 41.7
 ES1156
 ES1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1156!SPC AZ E     -   0.99964435  x   0.99995039  =   0.99959476
 ES1156!SPC AZ C     -   0.99964435  x   1.00001652  =   0.99966087
 ES1156!UTM  12      -   0.99964435  x   0.99960202  =   0.99924652
 ES1156
 ES1156:                Primary Azimuth Mark                     Grid Az
 ES1156:SPC AZ E     -  ROUND                                    198 11 09.1
 ES1156:SPC AZ C     -  ROUND                                    197 12 03.5
 ES1156:UTM  12      -  ROUND                                    197 43 00.8
 ES1156
 ES1156|---------------------------------------------------------------------|
 ES1156| PID    Reference Object                     Distance      Geod. Az  |
 ES1156|                                                           dddmmss.s |
 ES1156| ES1095 ROUND                               APPROX. 7.9 KM 1974742.5 |
 ES1156| CS4078 COLCORD                              29.888 METERS 20848     |
 ES1156| ES0208 L 65                                  8.272 METERS 23439     |
 ES1156|---------------------------------------------------------------------|
 ES1156
 ES1156                          SUPERSEDED SURVEY CONTROL
 ES1156
 ES1156  NAD 83(1986)-  34 14 50.87787(N)    110 51 39.39445(W) AD(       ) 3
 ES1156  NGVD 29 (04/27/90) 2289.66   (m)         7512.0    (f) LEVELING    3  
 ES1156
 ES1156.Superseded values are not recommended for survey control.
 ES1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1156.See file dsdata.txt to determine how the superseded data were derived.
 ES1156
 ES1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1280489604(NAD 83)
 ES1156_MARKER: DS = TRIANGULATION STATION DISK
 ES1156_SETTING: 80 = SET IN A BOULDER
 ES1156_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1156+STABILITY: SURFACE MOTION
 ES1156
 ES1156  HISTORY     - Date     Condition        Report By
 ES1156  HISTORY     - 1960     MONUMENTED       USGS
 ES1156
 ES1156                          STATION DESCRIPTION
 ES1156
 ES1156'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1156'LOCATED ABOUT 20 MI SW. OF HEBER, 11 MI NE. OF YOUNG.  ON TOP OF
 ES1156'COLCORD MTN.
 ES1156'
 ES1156'TO REACH FROM HEBER, DRIVE 23.7 MI SW. ON HEBER-YOUNG RD. TO SIGN
 ES1156'COLCORD MT L.O.T. 3 AT T-RD. TO W.  TURN RIGHT FOLLOWING RD. 3
 ES1156'MI W. TO LOT AND STATION.
 ES1156'
 ES1156'STATION MARK--STANDARD TABLET STAMPED---CORD 1960---, CEMENTED IN
 ES1156'DRILL HOLE IN BURIED BOULDER UNDER CENTER OF LOT.
 ES1156'
 ES1156'RM 1--USDA FOREST SERVICE DISK STAMPED---COLCORD 1926---, CEMENTED
 ES1156'IN BOULDER.
 ES1156'
 ES1156'RM 2--NGS BM DISK STAMPED---L 65 1934---, CEMENTED IN CONCRETE
 ES1156'PILLAR.
 ES1156'
 ES1156'NOTE--THIS STATION IS UNDER STEEL LOT ERECTED IN 1960 IN
 ES1156'SLIGHTLY DIFFERENT LOCATION FROM STATION COLCORD LOT
 ES1156'ESTABLISHED BY USGS IN 1932 WHICH HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0226 ***********************************************************************
 ET0226  DESIGNATION -  CORDES JUNCTION
 ET0226  PID         -  ET0226
 ET0226  STATE/COUNTY-  AZ/YAVAPAI
 ET0226  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0226
 ET0226                         *CURRENT SURVEY CONTROL
 ET0226  ___________________________________________________________________
 ET0226* NAD 83(2007)-  34 20 01.56747(N)    112 07 13.68603(W)     ADJUSTED  
 ET0226* NAVD 88     -      1166.8    (meters)    3828.     (feet)  GPS OBS   
 ET0226  ___________________________________________________________________
 ET0226  EPOCH DATE  -        2007.00
 ET0226  X           -  -1,985,729.034 (meters)                     COMP
 ET0226  Y           -  -4,885,253.588 (meters)                     COMP
 ET0226  Z           -   3,577,722.821 (meters)                     COMP
 ET0226  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 ET0226  ELLIP HEIGHT-        1139.897 (meters)          (02/10/07) ADJUSTED
 ET0226  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0226
 ET0226  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0226  Type    PID    Designation                      North   East  Ellip
 ET0226  -------------------------------------------------------------------
 ET0226  NETWORK ET0226 CORDES JUNCTION                   0.39   0.33   1.06
 ET0226  -------------------------------------------------------------------
 ET0226
 ET0226.The horizontal coordinates were established by GPS observations
 ET0226.and adjusted by the National Geodetic Survey in February 2007.
 ET0226
 ET0226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0226.The horizontal coordinates are valid at the epoch date displayed above.
 ET0226.The epoch date for horizontal control is a decimal equivalence
 ET0226.of Year/Month/Day.
 ET0226
 ET0226.The orthometric height was determined by GPS observations and a
 ET0226.high-resolution geoid model.
 ET0226
 ET0226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0226
 ET0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0226
 ET0226.The ellipsoidal height was determined by GPS observations
 ET0226.and is referenced to NAD 83.
 ET0226
 ET0226.The geoid height was determined by GEOID03.
 ET0226
 ET0226;                    North         East     Units Scale Factor Converg.
 ET0226;SPC AZ C     -   369,692.391   194,607.646   MT  0.99990433   -0 06 53.8
 ET0226;SPC AZ C     - 1,212,901.55    638,476.53   iFT  0.99990433   -0 06 53.8
 ET0226;UTM  12      - 3,799,733.056   396,931.221   MT  0.99973094   -0 37 55.3
 ET0226
 ET0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0226!SPC AZ C     -   0.99982109  x   0.99990433  =   0.99972544
 ET0226!UTM  12      -   0.99982109  x   0.99973094  =   0.99955208
 ET0226
 ET0226|---------------------------------------------------------------------|
 ET0226| PID    Reference Object                     Distance      Geod. Az  |
 ET0226|                                                           dddmmss.s |
 ET0226| ET0225 CORDES JUNCTION RM 1                  9.208 METERS 01914     |
 ET0226| ET0227 CORDES JUNCTION RM 2                  7.219 METERS 28155     |
 ET0226| ET0910 HACK                                APPROX. 1.5 KM 2954856.3 |
 ET0226|---------------------------------------------------------------------|
 ET0226
 ET0226                          SUPERSEDED SURVEY CONTROL
 ET0226
 ET0226  NAD 83(1992)-  34 20 01.56694(N)    112 07 13.68534(W) AD(       ) A
 ET0226  ELLIP H (09/30/99) 1139.920  (m)                       GP(       ) 3 1
 ET0226  NAD 83(1992)-  34 20 01.56641(N)    112 07 13.68512(W) AD(       ) 2
 ET0226  NAD 83(1986)-  34 20 01.56141(N)    112 07 13.68451(W) AD(       ) 2
 ET0226  NAD 27      -  34 20 01.46020(N)    112 07 11.11700(W) AD(       ) 2
 ET0226  NGVD 29 (??/??/92) 1166.002  (m)         3825.46   (f) ADJ UNCH    2 0
 ET0226
 ET0226.Superseded values are not recommended for survey control.
 ET0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0226.See file dsdata.txt to determine how the superseded data were derived.
 ET0226
 ET0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9693199733(NAD 83)
 ET0226_MARKER: DS = TRIANGULATION STATION DISK
 ET0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0226_STAMPING: CORDES JUNCTION 1958
 ET0226_MARK LOGO: CGS   
 ET0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0226+STABILITY: SURFACE MOTION
 ET0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0226+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0226
 ET0226  HISTORY     - Date     Condition        Report By
 ET0226  HISTORY     - 1958     MONUMENTED       CGS
 ET0226  HISTORY     - 1959     GOOD             CGS
 ET0226  HISTORY     - 1974     GOOD             USGS
 ET0226  HISTORY     - 1980     GOOD             AZDT
 ET0226  HISTORY     - 19990122 GOOD             AZ-025
 ET0226  HISTORY     - 20000622 GOOD             AZDT
 ET0226  HISTORY     - 20070403 GOOD             AIRDAT
 ET0226  HISTORY     - 20080613 GOOD             GEOCAC
 ET0226
 ET0226                          STATION DESCRIPTION
 ET0226
 ET0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0226'20.0 MI N FROM BLACK CANYON.
 ET0226'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0226'CANYON, THENCE 0.5 MILE NORTH ON STATE HIGHWAY 79 TO A CUT THROUGH AN
 ET0226'EAST-WEST RIDGE, ABOUT 150 FEET WEST OF THE HIGHWAY, 38 FEET WEST OF
 ET0226'THE FENCE, 17 FEET SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12
 ET0226'INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ET0226
 ET0226                          STATION RECOVERY (1959)
 ET0226
 ET0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0226'THE STATION IS ABOUT 18 MILES NORTH OF BLACK CANYON, 0.5 MILE
 ET0226'NORTH OF CORDES JUNCTION, WHICH IS THE JUNCTION OF ARIZONA STATE
 ET0226'HIGHWAYS 69 AND 79, AND JUST WEST OF STATE HIGHWAY 79, ON
 ET0226'THE CREST OF A LOW EAST-WEST RIDGE.
 ET0226'
 ET0226'TO REACH FROM THE POST OFFICE IN BLACK CANYON, GO NORTH
 ET0226'ON STATE HIGHWAY 69 FOR 18.3 MILES TO ITS JUNCTION WITH STATE
 ET0226'HIGHWAY 79.  CONTINUE AHEAD ON STATE HIGHWAY 79 FOR 0.5 MILE
 ET0226'TO A CUT THROUGH AN EAST-WEST RIDGE AND THE STATION ON THE
 ET0226'LEFT.
 ET0226'
 ET0226'THE STATION IS A STANDARD DISK, STAMPED CORDES JUNCTION
 ET0226'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 ET0226'PROJECTS 1 INCH.  IT IS 38 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 ET0226'FENCE AND 16.9 FEET SOUTH OF A WITNESS POST.
 ET0226'
 ET0226'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORDES JUNCTION NO
 ET0226'1 1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 ET0226'FLUSH.  IT IS 34 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE
 ET0226'AND 13.9 FEET NORTH OF THE WITNESS POST.
 ET0226'
 ET0226'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORDES JUNCTION
 ET0226'NO 2 1958 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 ET0226'IS FLUSH.  IT IS 62 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 ET0226'FENCE AND 28.9 FEET SOUTHWEST OF THE WITNESS POST.
 ET0226'
 ET0226'TRIANGULATION STATION BEN CAN BE USED FOR AN AZIMUTH MARK.
 ET0226'(SEE DESCRIPTION THEREOF.)
 ET0226
 ET0226                          STATION RECOVERY (1974)
 ET0226
 ET0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (TKB)
 ET0226'20.2 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE
 ET0226'IN BLACK CANYON CITY, 0.5 MILE NORTH OF CORDES JUNCTION, AT
 ET0226'A CUT THROUGH AN EAST-WEST RIDGE, ABOUT 150 FEET WEST OF
 ET0226'THE SOUTHBOUND LANES, 55 FEET EAST OF THE FENCE, 17 FEET
 ET0226'SOUTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 ET0226'CONCRETE POST THAT PROJECTS 4 INCHES.
 ET0226
 ET0226                          STATION RECOVERY (1980)
 ET0226
 ET0226'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0226'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 ET0226'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET0226'
 ET0226'TO REACH THE STATION FROM THE CAFE OR SERVICE STATION IN CORDES
 ET0226'JUNCTION CROSS OVER I 10 AND EXIT AT HIGHWAY MAINTENANCE YARD.  BEAR
 ET0226'TO THE RIGHT ON MAIN ROAD FOR ABOUT 0.25 MILE TO THE ROAD MATERIALS
 ET0226'STOCKPILE.  THE STATION IS ACROSS RIGHT OF WAY FENCE ABOUT 30 FEET.
 ET0226
 ET0226                          STATION RECOVERY (1999)
 ET0226
 ET0226'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0226'RECOVERED AS DESCRIBED.  THE DATA BASE ERRONEOUSLY LISTS THE STATION
 ET0226'AS A ROUND CONCRETE POST.  LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF
 ET0226'INTERSTATE HIGHWAY 17 AND CORDES JUNCTION, 38 FT (11.6 M) WEST FROM
 ET0226'THE HIGHWAY RIGHT-OF-WAY FENCE AND 16.9 FT (5.2 M) SOUTH FROM A
 ET0226'WITNESS POST.
 ET0226
 ET0226                          STATION RECOVERY (2000)
 ET0226
 ET0226'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0226'RECOVERED IN GOOD CONDITION.
 ET0226
 ET0226                          STATION RECOVERY (2007)
 ET0226
 ET0226'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 ET0226'RECOVERED AS DESCRIBED.
 ET0226
 ET0226                          STATION RECOVERY (2008)
 ET0226
 ET0226'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0226'RECOVERED STATION MARK , REFERENCE MARK 1, AND REFERENCE MARK 2 IN
 ET0226'GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0225 ***********************************************************************
 ET0225  DESIGNATION -  CORDES JUNCTION RM 1
 ET0225  PID         -  ET0225
 ET0225  STATE/COUNTY-  AZ/YAVAPAI
 ET0225  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0225
 ET0225                         *CURRENT SURVEY CONTROL
 ET0225  ___________________________________________________________________
 ET0225* NAD 83(1986)-  34 20 01.     (N)    112 07 14.     (W)     SCALED    
 ET0225* NAVD 88     -      1166.69   (+/-2cm)    3827.7    (feet)  VERTCON   
 ET0225  ___________________________________________________________________
 ET0225  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0225
 ET0225.The horizontal coordinates were scaled from a topographic map and have
 ET0225.an estimated accuracy of +/- 6 seconds.
 ET0225
 ET0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0225.The vertical order pertains to the NGVD 29 superseded value.
 ET0225
 ET0225.The geoid height was determined by GEOID03.
 ET0225
 ET0225;                    North         East    Units  Estimated Accuracy
 ET0225;SPC AZ C     -   369,680.      194,600.      MT  (+/- 180 meters Scaled)
 ET0225
 ET0225                          SUPERSEDED SURVEY CONTROL
 ET0225
 ET0225  NGVD 29 (??/??/92) 1165.996  (m)         3825.44   (f) ADJ UNCH    2 0
 ET0225
 ET0225.Superseded values are not recommended for survey control.
 ET0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0225.See file dsdata.txt to determine how the superseded data were derived.
 ET0225
 ET0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969997(NAD 83)
 ET0225_MARKER: DR = REFERENCE MARK DISK
 ET0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0225_STAMPING: CORDES JUNCTION NO 1 1958
 ET0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0225+STABILITY: SURFACE MOTION
 ET0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0225+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0225
 ET0225  HISTORY     - Date     Condition        Report By
 ET0225  HISTORY     - 1958     MONUMENTED       CGS
 ET0225  HISTORY     - 20080613 GOOD             GEOCAC
 ET0225
 ET0225                          STATION DESCRIPTION
 ET0225
 ET0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0225'20.0 MI N FROM BLACK CANYON.
 ET0225'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0225'CANYON, THENCE 0.5 MILE NORTH ON STATE HIGHWAY 79 TO A CUT THROUGH AN
 ET0225'EAST-WEST RIDGE, 34 FEET WEST OF THE FENCE, 14 FEET NORTH OF THE
 ET0225'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ET0225'PROJECTS 1 INCH.
 ET0225
 ET0225                          STATION RECOVERY (2008)
 ET0225
 ET0225'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0225'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0225'34 20 01.7 (N)   112 07 13.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0227 ***********************************************************************
 ET0227  DESIGNATION -  CORDES JUNCTION RM 2
 ET0227  PID         -  ET0227
 ET0227  STATE/COUNTY-  AZ/YAVAPAI
 ET0227  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0227
 ET0227                         *CURRENT SURVEY CONTROL
 ET0227  ___________________________________________________________________
 ET0227* NAD 83(1986)-  34 20 01.     (N)    112 07 14.     (W)     SCALED    
 ET0227* NAVD 88     -      1167.03   (+/-2cm)    3828.8    (feet)  VERTCON   
 ET0227  ___________________________________________________________________
 ET0227  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0227
 ET0227.The horizontal coordinates were scaled from a topographic map and have
 ET0227.an estimated accuracy of +/- 6 seconds.
 ET0227
 ET0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0227.The vertical order pertains to the NGVD 29 superseded value.
 ET0227
 ET0227.The geoid height was determined by GEOID03.
 ET0227
 ET0227;                    North         East    Units  Estimated Accuracy
 ET0227;SPC AZ C     -   369,680.      194,600.      MT  (+/- 180 meters Scaled)
 ET0227
 ET0227                          SUPERSEDED SURVEY CONTROL
 ET0227
 ET0227  NGVD 29 (??/??/92) 1166.341  (m)         3826.57   (f) ADJ UNCH    2 0
 ET0227
 ET0227.Superseded values are not recommended for survey control.
 ET0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0227.See file dsdata.txt to determine how the superseded data were derived.
 ET0227
 ET0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969997(NAD 83)
 ET0227_MARKER: DR = REFERENCE MARK DISK
 ET0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0227_STAMPING: CORDES JUNCTION NO 2 1958
 ET0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0227+STABILITY: SURFACE MOTION
 ET0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0227+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0227
 ET0227  HISTORY     - Date     Condition        Report By
 ET0227  HISTORY     - 1958     MONUMENTED       CGS
 ET0227  HISTORY     - 20080613 GOOD             GEOCAC
 ET0227
 ET0227                          STATION DESCRIPTION
 ET0227
 ET0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0227'IN BLACK CANYON.
 ET0227'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0227'CANYON, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 79 TO A CUT THROUGH
 ET0227'AN EAST-WEST RIDGE, 62 FEET WEST OF THE FENCE, 29 FEET SOUTHWEST OF
 ET0227'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ET0227'THAT IS FLUSH WITH THE GROUND.
 ET0227
 ET0227                          STATION RECOVERY (2008)
 ET0227
 ET0227'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0227'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0227'34 20 01.6 (N)   112 07 14.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0386 ***********************************************************************
 CG0386  DESIGNATION -  CORI 2
 CG0386  PID         -  CG0386
 CG0386  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0386  USGS QUAD   -  TUBAC (1981)
 CG0386
 CG0386                         *CURRENT SURVEY CONTROL
 CG0386  ___________________________________________________________________
 CG0386* NAD 83(1992)-  31 36 44.80364(N)    111 03 06.82219(W)     NO CHECK  
 CG0386* NAVD 88     -       987.02   (+/-2cm)    3238.2    (feet)  VERTCON   
 CG0386  ___________________________________________________________________
 CG0386  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CG0386  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0386  HORZ ORDER  -  THIRD
 CG0386  VERT ORDER  -  THIRD (See Below)
 CG0386
 CG0386.The horizontal coordinates were established by classical geodetic methods
 CG0386.and adjusted by the National Geodetic Survey in August 1993.
 CG0386.No horizontal observational check was made to the station.
 CG0386
 CG0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0386.The vertical order pertains to the NGVD 29 superseded value.
 CG0386
 CG0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0386
 CG0386.The geoid height was determined by GEOID03.
 CG0386
 CG0386;                    North         East     Units Scale Factor Converg.
 CG0386;SPC AZ C     -    68,222.524   295,410.039   MT  0.99998301   +0 27 11.9
 CG0386;SPC AZ C     -   223,827.18    969,193.04   iFT  0.99998301   +0 27 11.9
 CG0386;UTM  12      - 3,497,480.675   495,077.729   MT  0.99960030   -0 01 37.9
 CG0386
 CG0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0386!SPC AZ C     -   0.99984968  x   0.99998301  =   0.99983270
 CG0386!UTM  12      -   0.99984968  x   0.99960030  =   0.99945004
 CG0386
 CG0386|---------------------------------------------------------------------|
 CG0386| PID    Reference Object                     Distance      Geod. Az  |
 CG0386|                                                           dddmmss.s |
 CG0386| CG0387 CORI 2 RM 3                          10.019 METERS 17242     |
 CG0386| CG0388 CORI 2 RM 4                          34.677 METERS 23326     |
 CG0386|---------------------------------------------------------------------|
 CG0386
 CG0386                          SUPERSEDED SURVEY CONTROL
 CG0386
 CG0386  NAD 83(1986)-  31 36 44.79286(N)    111 03 06.81886(W) AD(       ) 3
 CG0386  NAD 27      -  31 36 44.47164(N)    111 03 04.48886(W) AD(       ) 3
 CG0386  NGVD 29 (03/28/06)  986.19   (m)         3235.5    (f) RESET       3  
 CG0386
 CG0386.Superseded values are not recommended for survey control.
 CG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0386.See file dsdata.txt to determine how the superseded data were derived.
 CG0386
 CG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9507897481(NAD 83)
 CG0386_MARKER: DS = TRIANGULATION STATION DISK
 CG0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0386_STAMPING: CORI 2 BM RESET 1967
 CG0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0386+STABILITY: SURFACE MOTION
 CG0386
 CG0386  HISTORY     - Date     Condition        Report By
 CG0386  HISTORY     - 1967     MONUMENTED       CGS
 CG0386  HISTORY     - 1967     GOOD             CGS
 CG0386  HISTORY     - 1974     GOOD             LOCENG
 CG0386  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0386  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0386
 CG0386                          STATION DESCRIPTION
 CG0386
 CG0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RMS)
 CG0386'THE STATION IS AT TUBAC, ABOUT 41 MILES SOUTH OF TUCSON, AND
 CG0386'17 MILES NORTH OF NOGALES.  IT IS 286.5 FEET WEST-SOUTHWEST OF THE
 CG0386'SOUTHWEST CORNER OF THE TUBAC POST OFFICE, 197.0 FEET SOUTHWEST
 CG0386'OF THE SOUTHWEST CORNER OF A GASOLINE SERVICE STATION, 123.5 FEET
 CG0386'EAST OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 19, 70.5 FEET
 CG0386'SOUTH OF THE CENTER OF THE EAST-WEST ACCESS ROAD INTO TUBAC, 4.7
 CG0386'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 3.0
 CG0386'FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.
 CG0386'
 CG0386'THE STATION MARK, A STANDARD DISK STAMPED CORI 2 B.M. RESET 1967,
 CG0386'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10
 CG0386'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CG0386'GROUND.
 CG0386'
 CG0386'REFERENCE MARK 3, A STANDARD DISK STAMPED CORI 2 NO 3 B.M. RESET
 CG0386'1967, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 CG0386'10 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND
 CG0386'SURFACE.  IT IS 128.0 FEET EAST OF THE CENTER OF THE NORTHBOUND
 CG0386'LANE OF THE INTERSTATE HIGHWAY, 98.5 FEET SOUTH OF THE TUBAC
 CG0386'ACCESS ROAD, AND 3.0 FEET WEST OF A WOODEN WITNESS POST THAT IS 4
 CG0386'INCHES SQUARE AND PROJECTS 30 INCHES ABOVE THE GROUND.
 CG0386'
 CG0386'REFERENCE MARK 4, A STANDARD DISK STAMPED CORI 2 NO 4 B.M. RESET
 CG0386'1967, IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 CG0386'NORTHEAST RETAINING WALL OF THE CONCRETE BRIDGE BENEATH THE
 CG0386'NORTHBOUND LANE OF INTERSTATE HIGHWAY 19.  IT IS 144.0 FEET SOUTH
 CG0386'OF THE TUBAC ACCESS ROAD AND 23.0 FEET EAST OF THE CENTER OF THE
 CG0386'NORTHBOUND LANE OF THE INTERSTATE HIGHWAY.
 CG0386
 CG0386                          STATION RECOVERY (1967)
 CG0386
 CG0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CG0386'IN TUBAC.
 CG0386'AT TUBAC, 286.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CG0386'TUBAC POST OFFICE, 197.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CG0386'GASOLINE SERVICE STATION, 123.5 FEET EAST OF THE NORTH-BOUND LANE OF
 CG0386'INTERSTATE HIGHWAY 19, 70.5 FEET SOUTH OF THE CENTER OF THE ROAD INTO
 CG0386'TUBAC, 4.7 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND
 CG0386'3.0 FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.  THE BENCH MARK
 CG0386'IS A STANDARD TRIANGULATION STATION DISK, STAMPED CORI 2 B.M. RESET
 CG0386'1967, AND IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 CG0386'IN DIAMETER AT THE TOP AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 CG0386'GROUND.
 CG0386
 CG0386                          STATION RECOVERY (1974)
 CG0386
 CG0386'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GVN)
 CG0386'RECOVERED BY ANAMAX MINING CO.
 CG0386'
 CG0386'DELETE REFERENCE TO POST OFFICE AND GAS STATION AND IS 30 FT
 CG0386'SOUTH OF R/W FENCE NOT 3.0.
 CG0386
 CG0386                          STATION RECOVERY (1979)
 CG0386
 CG0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0386'MARK NOT FOUND.
 CG0386
 CG0386                          STATION RECOVERY (1980)
 CG0386
 CG0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0386'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0387 ***********************************************************************
 CG0387  DESIGNATION -  CORI 2 RM 3
 CG0387  PID         -  CG0387
 CG0387  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0387  USGS QUAD   -  TUBAC (1981)
 CG0387
 CG0387                         *CURRENT SURVEY CONTROL
 CG0387  ___________________________________________________________________
 CG0387* NAD 83(1986)-  31 36 44.     (N)    111 03 06.     (W)     SCALED    
 CG0387* NAVD 88     -       986.94   (+/-2cm)    3238.0    (feet)  VERTCON   
 CG0387  ___________________________________________________________________
 CG0387  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0387  VERT ORDER  -  THIRD (See Below)
 CG0387
 CG0387.The horizontal coordinates were scaled from a topographic map and have
 CG0387.an estimated accuracy of +/- 6 seconds.
 CG0387
 CG0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0387.The vertical order pertains to the NGVD 29 superseded value.
 CG0387
 CG0387.The geoid height was determined by GEOID03.
 CG0387
 CG0387;                    North         East    Units  Estimated Accuracy
 CG0387;SPC AZ C     -    68,200.      295,430.      MT  (+/- 180 meters Scaled)
 CG0387
 CG0387                          SUPERSEDED SURVEY CONTROL
 CG0387
 CG0387  NGVD 29 (03/28/06)  986.12   (m)         3235.3    (f) RESET       3  
 CG0387
 CG0387.Superseded values are not recommended for survey control.
 CG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0387.See file dsdata.txt to determine how the superseded data were derived.
 CG0387
 CG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950974(NAD 83)
 CG0387_MARKER: DR = REFERENCE MARK DISK
 CG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0387_STAMPING: CORI 2 NO 3 BM RESET 1967
 CG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0387+STABILITY: SURFACE MOTION
 CG0387
 CG0387  HISTORY     - Date     Condition        Report By
 CG0387  HISTORY     - 1967     MONUMENTED       CGS
 CG0387  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0387
 CG0387                          STATION DESCRIPTION
 CG0387
 CG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0387'IN TUBAC.
 CG0387'AT TUBAC, ABOUT 20 MILES NORTH OF NOGALES, 128.0 FEET EAST OF THE
 CG0387'CENTER OF THE NORTH-BOUND LANE OF INTERSTATE HIGHWAY 19, 98.5 FEET
 CG0387'SOUTH OF THE CENTER OF THE EAST-WEST ACCESS ROAD INTO TUBAC, 32.870
 CG0387'FEET, OR 10.019 METERS, SOUTH OF TRIANGULATION STATION CORI 2 1967,
 CG0387'AND 3.0 FEET WEST OF A WOODEN WITNESS POST THAT IS 4 INCHES SQUARE AND
 CG0387'PROJECTS 30 INCHES ABOVE THE GROUND.  THE BENCH MARK IS A STANDARD
 CG0387'REFERENCE MARK DISK, STAMPED CORI 2 NO 3 B.M. RESET 1967, AND IS SET
 CG0387'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10 INCHES IN
 CG0387'DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0387
 CG0387                          STATION RECOVERY (1980)
 CG0387
 CG0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0387'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0388 ***********************************************************************
 CG0388  DESIGNATION -  CORI 2 RM 4
 CG0388  PID         -  CG0388
 CG0388  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0388  USGS QUAD   -  TUBAC (1981)
 CG0388
 CG0388                         *CURRENT SURVEY CONTROL
 CG0388  ___________________________________________________________________
 CG0388* NAD 83(1986)-  31 36 44.     (N)    111 03 06.     (W)     SCALED    
 CG0388* NAVD 88     -       987.17   (+/-2cm)    3238.7    (feet)  VERTCON   
 CG0388  ___________________________________________________________________
 CG0388  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0388  VERT ORDER  -  THIRD (See Below)
 CG0388
 CG0388.The horizontal coordinates were scaled from a topographic map and have
 CG0388.an estimated accuracy of +/- 6 seconds.
 CG0388
 CG0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0388.The vertical order pertains to the NGVD 29 superseded value.
 CG0388
 CG0388.The geoid height was determined by GEOID03.
 CG0388
 CG0388;                    North         East    Units  Estimated Accuracy
 CG0388;SPC AZ C     -    68,200.      295,430.      MT  (+/- 180 meters Scaled)
 CG0388
 CG0388                          SUPERSEDED SURVEY CONTROL
 CG0388
 CG0388  NGVD 29 (03/28/06)  986.35   (m)         3236.1    (f) RESET       3  
 CG0388
 CG0388.Superseded values are not recommended for survey control.
 CG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0388.See file dsdata.txt to determine how the superseded data were derived.
 CG0388
 CG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950974(NAD 83)
 CG0388_MARKER: DR = REFERENCE MARK DISK
 CG0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0388_SP_SET: BRIDGE
 CG0388_STAMPING: CORI 2 NO 4 BM RESET 1967
 CG0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0388
 CG0388  HISTORY     - Date     Condition        Report By
 CG0388  HISTORY     - 1967     MONUMENTED       CGS
 CG0388  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0388
 CG0388                          STATION DESCRIPTION
 CG0388
 CG0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0388'IN TUBAC.
 CG0388'AT TUBAC, ABOUT 20 MILES NORTH OF NOGALES, CEMENTED IN A DRILL HOLE IN
 CG0388'THE NORTHEAST CORNER OF THE NORTHEAST RETAINING WALL OF THE CONCRETE
 CG0388'BRIDGE BENEATH THE NORTH-BOUND LANE OF INTERSTATE HIGHWAY 19, 144.0
 CG0388'FEET SOUTH OF THE CENTER OF THE EAST-WEST ACCESS ROAD INTO TUBAC,
 CG0388'113.770 FEET, OR 34.677 METERS, SOUTHWEST OF TRIANGULATION STATION
 CG0388'CORI 2 1967, AND 23.0 FEET EAST OF THE CENTER OF THE NORTH-BOUND LANE
 CG0388'OF THE HIGHWAY.  THE BENCH MARK IS A STANDARD REFERENCE MARK DISK,
 CG0388'STAMPED CORI 2 NO 4 B.M. RESET 1967.
 CG0388
 CG0388                          STATION RECOVERY (1980)
 CG0388
 CG0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0388'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0796 ***********************************************************************
 DT0796  DESIGNATION -  CORN
 DT0796  PID         -  DT0796
 DT0796  STATE/COUNTY-  AZ/APACHE
 DT0796  USGS QUAD   -  BONITO PRAIRIE (1978)
 DT0796
 DT0796                         *CURRENT SURVEY CONTROL
 DT0796  ___________________________________________________________________
 DT0796* NAD 83(1992)-  33 39 54.45919(N)    109 53 26.63076(W)     ADJUSTED  
 DT0796* NAVD 88     -      1853.51   (+/-2cm)    6081.1    (feet)  VERTCON   
 DT0796  ___________________________________________________________________
 DT0796  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DT0796  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 DT0796  HORZ ORDER  -  THIRD
 DT0796  VERT ORDER  -  THIRD ? (See Below)
 DT0796
 DT0796.The horizontal coordinates were established by classical geodetic methods
 DT0796.and adjusted by the National Geodetic Survey in August 1993.
 DT0796
 DT0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0796.The vertical order pertains to the NGVD 29 superseded value.
 DT0796
 DT0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0796
 DT0796.The geoid height was determined by GEOID03.
 DT0796
 DT0796;                    North         East     Units Scale Factor Converg.
 DT0796;SPC AZ E     -   295,547.883   238,949.355   MT  0.99990807   +0 09 10.7
 DT0796;SPC AZ E     -   969,645.29    783,954.58   iFT  0.99990807   +0 09 10.7
 DT0796;UTM  12      - 3,725,578.894   602,841.328   MT  0.99973039   +0 36 53.9
 DT0796
 DT0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0796!SPC AZ E     -   0.99971292  x   0.99990807  =   0.99962101
 DT0796!UTM  12      -   0.99971292  x   0.99973039  =   0.99944338
 DT0796
 DT0796:                Primary Azimuth Mark                     Grid Az
 DT0796:SPC AZ E     -  ODART LOOKOUT TOWER                      072 23 47.9
 DT0796:UTM  12      -  ODART LOOKOUT TOWER                      071 56 04.7
 DT0796
 DT0796|---------------------------------------------------------------------|
 DT0796| PID    Reference Object                     Distance      Geod. Az  |
 DT0796|                                                           dddmmss.s |
 DT0796| DT0794 ODART LOOKOUT TOWER                 APPROX.23.5 KM 0723258.6 |
 DT0796| CD2702 CORN RM 2                            12.916 METERS 23559     |
 DT0796| CD2701 CORN RM 1                            10.146 METERS 32544     |
 DT0796| CD2700 CORN AZ MK                                         3283719.3 |
 DT0796|---------------------------------------------------------------------|
 DT0796
 DT0796                          SUPERSEDED SURVEY CONTROL
 DT0796
 DT0796  NAD 83(1986)-  33 39 54.45583(N)    109 53 26.63331(W) AD(       ) 3
 DT0796  NAD 27      -  33 39 54.27400(N)    109 53 24.29890(W) AD(       ) 3
 DT0796  NGVD 29 (07/19/86) 1852.71   (m)         6078.4    (f) LEVELING    3  
 DT0796
 DT0796.Superseded values are not recommended for survey control.
 DT0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0796.See file dsdata.txt to determine how the superseded data were derived.
 DT0796
 DT0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0284125579(NAD 83)
 DT0796_MARKER: DS = TRIANGULATION STATION DISK
 DT0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0796
 DT0796  HISTORY     - Date     Condition        Report By
 DT0796  HISTORY     - 1958     MONUMENTED       CGS
 DT0796  HISTORY     - 1960     GOOD             CGS
 DT0796  HISTORY     - 1966     GOOD             AMS
 DT0796  HISTORY     - 1967     GOOD             USGS
 DT0796
 DT0796                          STATION DESCRIPTION
 DT0796
 DT0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0796'THE STATION IS LOCATED ABOUT 20 MILES WEST-SOUTHWEST OF MAVERICK
 DT0796'AND 13 MILES SOUTH-SOUTHEAST OF WHITERIVER ON THE CREST OF A
 DT0796'LARGE GRASS COVERED MESA, 25 FEET EAST OF THE CENTER OF A GRADED
 DT0796'ROAD, 5 FEET SOUTHWEST OF A WITNESS POST AND 3 FEET EAST OF A
 DT0796'FENCE.  THE MARK IS FLUSH WITH THE GROUND SURFACE AND IS STAMPED
 DT0796'CORN 1958.
 DT0796'
 DT0796'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF THE ROAD
 DT0796'AND 1 FOOT EAST OF THE FENCE.  IT IS A FLUSH MARK AND IS STAMPED
 DT0796'CORN NO 1 1958.
 DT0796'
 DT0796'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE CENTER OF THE ROAD.
 DT0796'THE MARK PROJECTS 8 INCHES AND IS STAMPED CORN NO 2 1958.
 DT0796'
 DT0796'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DT0796'NO. 2 IS 53.8 FEET.
 DT0796'
 DT0796'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF THE ROAD, 1
 DT0796'FOOT WEST OF A STEEL TELEPHONE POLE AND 1 FOOT SOUTH OF A
 DT0796'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND IS STAMPED CORN
 DT0796'1958.
 DT0796'
 DT0796'TO REACH THE STATION FROM THE MAIN CROSS STREET AND POST OFFICE
 DT0796'IN WHITERIVER, GO SOUTH ON STATE HIGHWAY 73 FOR 3.7 MILES TO
 DT0796'A SIDE ROAD LEFT, AT SISSONS STORE.  TURN LEFT ON THE SIDE ROAD,
 DT0796'PASSING THROUGH FORT APACHE, AND GO 2.45 MILES TO A SIDE ROAD
 DT0796'RIGHT AND A SIGN, MAVERICK, TONTO LAKE.  TURN RIGHT ON THE SIDE
 DT0796'ROAD AND FOLLOW IT FOR 11.9 MILES TO THE TOP OF A HILL AND THE
 DT0796'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT
 DT0796'AHEAD ON THE GRADED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT
 DT0796'AND THE SIGN, MAVERICK LOGGING CAMP 26 MILES.  CONTINUE
 DT0796'STRAIGHT AHEAD ON THE GRADED ROAD FOR 0.15 MILE TO THE CREST OF
 DT0796'THE MESA AND THE STATION ON THE LEFT AS DESCRIBED.
 DT0796
 DT0796                          STATION RECOVERY (1960)
 DT0796
 DT0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0796'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 DT0796'AS DESCRIBED IN 1958 AND ALL MARKS WERE FOUND TO BE IN GOOD
 DT0796'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DT0796
 DT0796                          STATION RECOVERY (1966)
 DT0796
 DT0796'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DT0796'STATION CORN IS LOCATED APPROXIMATELY 13.0 AIRMILES (SE) OF
 DT0796'WHITERIVER, ARIZONA AND APPROXIMATELY 21.0 AIRMILES (SSW) OF
 DT0796'MAVERICK, ARIZONA ON THE TOP OF A GRASS COVERED PLAIN.
 DT0796'
 DT0796'TO REACH FROM WHITERIVER POST OFFICE TRAVEL 3.8 MI (S) ON
 DT0796'HWY 73 TO INTERSECTION WITH FT APACHE ROAD, TURN LEFT (E) ON
 DT0796'FT APACHE ROAD AND GO 2.4 MI TO SEVEN MILE HILL ROAD ON RIGHT
 DT0796'(S), TURN RIGHT ON SEVEN MILE HILL ROAD AND GO 11.9 MI TO T
 DT0796'ROAD JUNCTION ON LEFT (E), CONTINUE ON (S) FOR 0.15 MI TO STATION
 DT0796'SITE.
 DT0796'
 DT0796'THE STATION IS A STANDARD USC AND GS BRONZE TRIANGULATION DISK
 DT0796'STAMPED CORN 1958, SET IN CONCRETE AND FLUSH WITH THE TOP OF
 DT0796'THE GROUND.  STATION IS MARKED BY A WITNESS POST AND IS 15 FT (E)
 DT0796'OF THE ROAD AND 2 FT (E) OF A FENCE.
 DT0796'
 DT0796'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN CONCRETE
 DT0796'FLUSH WITH THE GROUND AND STAMPED CORN NO 1 1958.  FROM THE
 DT0796'STATION IT IS (NW) ON A MAG AZ OF 326 DEG AT A DISTANCE OF
 DT0796'10.1455M AND A DE OF -0.17 FT.
 DT0796'
 DT0796'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN CONCRETE
 DT0796'PROTRUDING 6 IN AND STAMPED CORN NO 2 1958.  FROM THE STATION IT
 DT0796'IS (SW) ON A MAG AZ OF 236 DEG AT A DISTANCE OF 12.9145M AND A
 DT0796'DE OF 0.00.
 DT0796'
 DT0796'THE AZ MK IS A STANDARD USC AND GS BRONZE AZ MK DISK STAMPED CORN
 DT0796'1958.  IT IS LOCATED 0.4 MI (NNW) (330 DEG MAG AZ) OF STATION
 DT0796'CORN.  THE AZ MK IS APPROXIMATELY 17 FT (W) OF THE ROAD
 DT0796'CENTERLINE AND IS MARKED BY A WITNESS POST.
 DT0796'
 DT0796'THE CONDITION OF ALL MARKS IS EXCELLENT.
 DT0796'
 DT0796'VIEW IN ALL DIRECTIONS FROM TRIPOD HEIGHT IS UNOBSTRUCTED, BUT
 DT0796'LIMITED DUE TO THE FLAT TERRAIN.
 DT0796
 DT0796                          STATION RECOVERY (1967)
 DT0796
 DT0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (TKB)
 DT0796'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0611 ***********************************************************************
 FP0611  DESIGNATION -  CORN
 FP0611  PID         -  FP0611
 FP0611  STATE/COUNTY-  AZ/APACHE
 FP0611  USGS QUAD   -  CORNFIELDS (1972)
 FP0611
 FP0611                         *CURRENT SURVEY CONTROL
 FP0611  ___________________________________________________________________
 FP0611* NAD 83(1992)-  35 42 19.16813(N)    109 40 53.28179(W)     ADJUSTED  
 FP0611* NAVD 88     -      2089.5    (meters)    6855.     (feet)  VERTCON   
 FP0611  ___________________________________________________________________
 FP0611  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FP0611  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 FP0611  HORZ ORDER  -  SECOND
 FP0611
 FP0611.The horizontal coordinates were established by classical geodetic methods
 FP0611.and adjusted by the National Geodetic Survey in August 1993.
 FP0611
 FP0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0611
 FP0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0611
 FP0611.The geoid height was determined by GEOID03.
 FP0611
 FP0611;                    North         East     Units Scale Factor Converg.
 FP0611;SPC AZ E     -   521,928.560   257,265.324   MT  0.99992375   +0 16 59.4
 FP0611;SPC AZ E     - 1,712,364.04    844,046.34   iFT  0.99992375   +0 16 59.4
 FP0611;UTM  12      - 3,952,066.520   619,280.138   MT  0.99977532   +0 46 10.6
 FP0611
 FP0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0611!SPC AZ E     -   0.99967545  x   0.99992375  =   0.99959922
 FP0611!UTM  12      -   0.99967545  x   0.99977532  =   0.99945084
 FP0611
 FP0611|---------------------------------------------------------------------|
 FP0611| PID    Reference Object                     Distance      Geod. Az  |
 FP0611|                                                           dddmmss.s |
 FP0611| CD3291 CORN RM 2                            10.470 METERS 01256     |
 FP0611| FP0610 EL PASO WATER TANK                  APPROX.17.2 KM 1930650.8 |
 FP0611| CD3290 CORN RM 1                             7.597 METERS 23915     |
 FP0611|---------------------------------------------------------------------|
 FP0611
 FP0611                          SUPERSEDED SURVEY CONTROL
 FP0611
 FP0611  NAD 83(1986)-  35 42 19.16857(N)    109 40 53.28263(W) AD(       ) 2
 FP0611  NAD 27      -  35 42 19.12664(N)    109 40 50.89060(W) AD(       ) 2
 FP0611  NGVD 29 (07/19/86) 2088.6    (m)         6852.     (f) VERT ANG    3  
 FP0611
 FP0611.Superseded values are not recommended for survey control.
 FP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0611.See file dsdata.txt to determine how the superseded data were derived.
 FP0611
 FP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE1928052067(NAD 83)
 FP0611_MARKER: DD = SURVEY DISK
 FP0611_SETTING: 0 = UNSPECIFIED SETTING
 FP0611
 FP0611  HISTORY     - Date     Condition        Report By
 FP0611  HISTORY     - 1972     MONUMENTED       USGS
 FP0611
 FP0611                          STATION DESCRIPTION
 FP0611
 FP0611'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0611'RM 1-RM 2 NOT MEASURED.
 FP0611'
 FP0611'LOCATED 13.0 MI NE. OF GREASEWOOD. ABOUT 13.0 MI W. OF GANADO. ABOUT
 FP0611'10.0 MI E. OF TOYEI. ON A SMALL SANDY TOP ON A N.-S. RIDGE THAT
 FP0611'BREAKS OFF SHARPLY TO THE E.
 FP0611'
 FP0611'TO REACH FROM THE JCT. OF STATE ROUTES 264 AND 63 AT GANADO, PROCEED
 FP0611'W. ON STATE ROUTES 264 AND 63 FOR 5.5 MI TO JCT. OF STATE ROUTE 63
 FP0611'N. TO CHINLE AND PAVED RD. S. TO GREASEWOOD. CONTINUE W. ON STATE
 FP0611'ROUTE 264 FOR 4.4 MI TO T-RD. S. TURN LEFT AND FOLLOW DIRT RD. S.
 FP0611'FOR 0.4 MI TO Y-RD. TAKE LEFT FORK FOR 1.9 MI TO Y-RD. TAKE LEFT
 FP0611'FORK FOR 0.1 MI TO Y-RD. TAKE RIGHT FORK FOR 1.1 MI TO T-RD. E.
 FP0611'CONTINUE S. 2.1 MI TO DIM RD. E. AND BUILDING S. TURN LEFT ON DIM
 FP0611'RD. E. ALONG FENCE LINE FOR 0.15 MI TO Y-RD. TAKE LEFT FORK FOR 0.35
 FP0611'MI TO Y-RD. TAKE RIGHT FORK FOR 1.2 MI. TURN SE.
 FP0611'CROSS-COUNTRY FOR 0.2 MI TO SMALL SANDY TOP ON RIDGE AND STATION
 FP0611'MARK.
 FP0611'
 FP0611'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CORN 1972 SET
 FP0611'IN A CONC. POST PROJECTING 0.6 FT.
 FP0611'
 FP0611'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0611'STAMPED CORN NO 1 1972 SET IN A CONC. POST PROJECTING 0.3 FT AND 3.8
 FP0611'FT BELOW STATION MARK.
 FP0611'
 FP0611'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0611'STAMPED CORN NO 2 1972 SET IN A CONC. POST PROJECTING 0.5 FT AND
 FP0611'3.1 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0486 ***********************************************************************
 GP0486  DESIGNATION -  CORN
 GP0486  PID         -  GP0486
 GP0486  STATE/COUNTY-  AZ/COCONINO
 GP0486  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0486
 GP0486                         *CURRENT SURVEY CONTROL
 GP0486  ___________________________________________________________________
 GP0486* NAD 83(1992)-  36 29 17.86924(N)    111 34 37.90415(W)     ADJUSTED  
 GP0486* NAVD 88     -      1702.6    (meters)    5586.     (feet)  VERTCON   
 GP0486  ___________________________________________________________________
 GP0486  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GP0486  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 GP0486  HORZ ORDER  -  SECOND
 GP0486
 GP0486.The horizontal coordinates were established by classical geodetic methods
 GP0486.and adjusted by the National Geodetic Survey in August 1993.
 GP0486
 GP0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0486
 GP0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0486
 GP0486.The geoid height was determined by GEOID03.
 GP0486
 GP0486;                    North         East     Units Scale Factor Converg.
 GP0486;SPC AZ C     -   608,744.215   243,775.174   MT  0.99991139   +0 12 06.7
 GP0486;SPC AZ C     - 1,997,192.31    799,787.32   iFT  0.99991139   +0 12 06.7
 GP0486;UTM  12      - 4,038,264.799   448,301.060   MT  0.99963293   -0 20 35.7
 GP0486
 GP0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0486!SPC AZ C     -   0.99973643  x   0.99991139  =   0.99964784
 GP0486!UTM  12      -   0.99973643  x   0.99963293  =   0.99936945
 GP0486
 GP0486|---------------------------------------------------------------------|
 GP0486| PID    Reference Object                     Distance      Geod. Az  |
 GP0486|                                                           dddmmss.s |
 GP0486| CR7961 CORN RM 1                            12.175 METERS 25224     |
 GP0486| CR7962 CORN RM 2                            12.176 METERS 34404     |
 GP0486| GP0509 TANNER                              APPROX. 2.1 KM 3441311.6 |
 GP0486|---------------------------------------------------------------------|
 GP0486
 GP0486                          SUPERSEDED SURVEY CONTROL
 GP0486
 GP0486  NAD 83(1986)-  36 29 17.86834(N)    111 34 37.89980(W) AD(       ) 2
 GP0486  NGVD 29 (07/12/88) 1701.6    (m)         5583.     (f) VERT ANG    3  
 GP0486
 GP0486.Superseded values are not recommended for survey control.
 GP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0486.See file dsdata.txt to determine how the superseded data were derived.
 GP0486
 GP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4830138265(NAD 83)
 GP0486_MARKER: DS = TRIANGULATION STATION DISK
 GP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0486+STABILITY: SURFACE MOTION
 GP0486
 GP0486  HISTORY     - Date     Condition        Report By
 GP0486  HISTORY     - 1983     MONUMENTED       AZDT
 GP0486  HISTORY     - 19931203 GOOD             USPSQD
 GP0486
 GP0486                          STATION DESCRIPTION
 GP0486
 GP0486'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0486'THE STATION IS LOCATED 30 MILES SOUTHWEST OF PAGE, 7 MILES NORTHWEST
 GP0486'OF CEDAR RIDE AND ALONG U.S. HIGHWAY 89.
 GP0486'
 GP0486'THE STATION MARK IS AN AZDT DISK STAMPED---CORN 1983---.  IT IS SET IN
 GP0486'TOP OF A 10 INCH CONCRETE MONUMENT 100 FEET WEST OF THE CENTER LINE OF
 GP0486'THE HIGHWAY AND 3 FEET NORTH OF THE WITNESS POST.
 GP0486'
 GP0486'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CORN RM 1 1983---.  IT IS
 GP0486'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0486'
 GP0486'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CORN RM 2 1983---.  IT IS
 GP0486'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0486'
 GP0486'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0486'ELM STREET 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL WEST
 GP0486'FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT
 GP0486'AND TRAVEL SOUTH ALONG U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF U.S.
 GP0486'HIGHWAYS 89 AND 89 ALT.  TURN LEFT AND TRAVEL SOUTH FOR 11.55 MILES TO
 GP0486'MILE POST 512.5 AND THE STATION ON THE RIGHT.
 GP0486
 GP0486                          STATION RECOVERY (1993)
 GP0486
 GP0486'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0843 ***********************************************************************
 CG0843  DESIGNATION -  CORN 2 RM 3
 CG0843  PID         -  CG0843
 CG0843  STATE/COUNTY-  AZ/COCHISE
 CG0843  USGS QUAD   -  MESCAL (1983)
 CG0843
 CG0843                         *CURRENT SURVEY CONTROL
 CG0843  ___________________________________________________________________
 CG0843* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0843* NAVD 88     -      1286.251  (meters)    4219.98   (feet)  ADJUSTED  
 CG0843  ___________________________________________________________________
 CG0843  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0843  DYNAMIC HT  -        1284.321 (meters)    4213.64  (feet)  COMP
 CG0843  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 CG0843
 CG0843  VERT ORDER  -  FIRST     CLASS II
 CG0843
 CG0843.The horizontal coordinates were scaled from a topographic map and have
 CG0843.an estimated accuracy of +/- 6 seconds.
 CG0843
 CG0843.The orthometric height was determined by differential leveling
 CG0843.and adjusted in June 1991.
 CG0843
 CG0843.The geoid height was determined by GEOID03.
 CG0843
 CG0843.The dynamic height is computed by dividing the NAVD 88
 CG0843.geopotential number by the normal gravity value computed on the
 CG0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0843.degrees latitude (g = 980.6199 gals.).
 CG0843
 CG0843.The modeled gravity was interpolated from observed gravity values.
 CG0843
 CG0843;                    North         East    Units  Estimated Accuracy
 CG0843;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0843
 CG0843                          SUPERSEDED SURVEY CONTROL
 CG0843
 CG0843.No superseded survey control is available for this station.
 CG0843
 CG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0843_MARKER: DR = REFERENCE MARK DISK
 CG0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0843_SP_SET: CONCRETE POST
 CG0843_STAMPING: CORN 2 1964 RM NO 3 1964
 CG0843_PROJECTION: PROJECTING 15 CENTIMETERS
 CG0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0843+STABILITY: SURFACE MOTION
 CG0843
 CG0843  HISTORY     - Date     Condition        Report By
 CG0843  HISTORY     - 1964     MONUMENTED       AZHD
 CG0843  HISTORY     - 1979     GOOD             NGS
 CG0843
 CG0843                          STATION DESCRIPTION
 CG0843
 CG0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0843'6.5 MI WEST FROM BENSON.
 CG0843'6.5 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0843'OVERPASS AT BENSON, 0.25 MILE WEST OF MILE POST 299, 95 FEET SOUTH
 CG0843'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES, 25 FEET EAST OF
 CG0843'THE STATION AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CG0843'THE MARK IS 25 FT  E FROM A WITNESS POST.
 CG0843'THE MARK IS 2 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0842 ***********************************************************************
 CG0842  DESIGNATION -  CORN 2 RM 4
 CG0842  PID         -  CG0842
 CG0842  STATE/COUNTY-  AZ/COCHISE
 CG0842  USGS QUAD   -  MESCAL (1983)
 CG0842
 CG0842                         *CURRENT SURVEY CONTROL
 CG0842  ___________________________________________________________________
 CG0842* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0842* NAVD 88     -      1286.659  (meters)    4221.31   (feet)  ADJUSTED  
 CG0842  ___________________________________________________________________
 CG0842  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0842  DYNAMIC HT  -        1284.728 (meters)    4214.98  (feet)  COMP
 CG0842  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 CG0842
 CG0842  VERT ORDER  -  FIRST     CLASS II
 CG0842
 CG0842.The horizontal coordinates were scaled from a topographic map and have
 CG0842.an estimated accuracy of +/- 6 seconds.
 CG0842
 CG0842.The orthometric height was determined by differential leveling
 CG0842.and adjusted in June 1991.
 CG0842
 CG0842.The geoid height was determined by GEOID03.
 CG0842
 CG0842.The dynamic height is computed by dividing the NAVD 88
 CG0842.geopotential number by the normal gravity value computed on the
 CG0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0842.degrees latitude (g = 980.6199 gals.).
 CG0842
 CG0842.The modeled gravity was interpolated from observed gravity values.
 CG0842
 CG0842;                    North         East    Units  Estimated Accuracy
 CG0842;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0842
 CG0842                          SUPERSEDED SURVEY CONTROL
 CG0842
 CG0842.No superseded survey control is available for this station.
 CG0842
 CG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0842_MARKER: DR = REFERENCE MARK DISK
 CG0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0842_SP_SET: CONCRETE POST
 CG0842_STAMPING: CORN 2 1964 RM NO 4 1964
 CG0842_PROJECTION: PROJECTING 15 CENTIMETERS
 CG0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0842+STABILITY: SURFACE MOTION
 CG0842
 CG0842  HISTORY     - Date     Condition        Report By
 CG0842  HISTORY     - 1964     MONUMENTED       AZHD
 CG0842  HISTORY     - 1979     GOOD             NGS
 CG0842
 CG0842                          STATION DESCRIPTION
 CG0842
 CG0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0842'6.5 MI WEST FROM BENSON.
 CG0842'6.5 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0842'OVERPASS AT BENSON, 0.25 MILE WEST OF MILE POST 299, 95 FEET SOUTH
 CG0842'OF THE CENTERLINE OF THE EAST BOUND LANES OF I 10, 30 FEET
 CG0842'WEST OF THE STATION
 CG0842'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CG0842'THE MARK IS 30 FT  W FROM A WITNESS POST.
 CG0842'THE MARK IS 2 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0061 ***********************************************************************
 CG0061  DESIGNATION -  CORN RESET
 CG0061  PID         -  CG0061
 CG0061  STATE/COUNTY-  AZ/COCHISE
 CG0061  USGS QUAD   -  MESCAL (1983)
 CG0061
 CG0061                         *CURRENT SURVEY CONTROL
 CG0061  ___________________________________________________________________
 CG0061* NAD 83(2007)-  31 57 45.50131(N)    110 24 29.81463(W)     ADJUSTED  
 CG0061* NAVD 88     -      1286.245  (meters)    4219.96   (feet)  ADJUSTED  
 CG0061  ___________________________________________________________________
 CG0061  EPOCH DATE  -        2007.00
 CG0061  X           -  -1,889,060.264 (meters)                     COMP
 CG0061  Y           -  -5,077,283.528 (meters)                     COMP
 CG0061  Z           -   3,357,583.593 (meters)                     COMP
 CG0061  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CG0061  ELLIP HEIGHT-        1258.428 (meters)          (11/28/08) ADJUSTED
 CG0061  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0061  DYNAMIC HT  -        1284.315 (meters)    4213.62  (feet)  COMP
 CG0061  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 CG0061  OBS GRAVITY -     979,094.7   (mgal)                       GRAV_OBS
 CG0061
 CG0061  HORZ ORDER  -  B
 CG0061  VERT ORDER  -  FIRST     CLASS II
 CG0061  ELLP ORDER  -  FOURTH    CLASS II
 CG0061
 CG0061.The horizontal coordinates were established by GPS observations
 CG0061.and adjusted by the National Geodetic Survey in November 2008.
 CG0061
 CG0061.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0061.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0061.The horizontal coordinates are valid at the epoch date displayed above.
 CG0061.The epoch date for horizontal control is a decimal equivalence
 CG0061.of Year/Month/Day.
 CG0061
 CG0061.The orthometric height was determined by differential leveling
 CG0061.and adjusted in June 1991.
 CG0061
 CG0061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0061
 CG0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0061
 CG0061.The ellipsoidal height was determined by GPS observations
 CG0061.and is referenced to NAD 83.
 CG0061
 CG0061.The geoid height was determined by GEOID03.
 CG0061
 CG0061.The dynamic height is computed by dividing the NAVD 88
 CG0061.geopotential number by the normal gravity value computed on the
 CG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0061.degrees latitude (g = 980.6199 gals.).
 CG0061
 CG0061.The modeled gravity was interpolated from observed gravity values.
 CG0061.The observed gravity was obtained from relative gravimeter ties
 CG0061.to the IGSN71 gravity network.
 CG0061
 CG0061;                    North         East     Units Scale Factor Converg.
 CG0061;SPC AZ E     -   106,750.126   190,522.024   MT  0.99990643   -0 07 40.5
 CG0061;SPC AZ E     -   350,230.07    625,072.26   iFT  0.99990643   -0 07 40.5
 CG0061;SPC AZ C     -   107,718.311   355,942.823   MT  1.00015065   +0 47 55.0
 CG0061;SPC AZ C     -   353,406.53  1,167,791.41   iFT  1.00015065   +0 47 55.0
 CG0061;UTM  12      - 3,536,447.393   555,914.034   MT  0.99963856   +0 18 47.7
 CG0061
 CG0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0061!SPC AZ E     -   0.99980244  x   0.99990643  =   0.99970889
 CG0061!SPC AZ C     -   0.99980244  x   1.00015065  =   0.99995306
 CG0061!UTM  12      -   0.99980244  x   0.99963856  =   0.99944107
 CG0061
 CG0061                          SUPERSEDED SURVEY CONTROL
 CG0061
 CG0061  NAD 83(1992)-  31 57 45.50257(N)    110 24 29.81352(W) AD(       ) 3
 CG0061  NAD 83(1986)-  31 57 45.49770(N)    110 24 29.81109(W) AD(       ) 3
 CG0061  NAD 27      -  31 57 45.19570(N)    110 24 27.54490(W) AD(       ) 3
 CG0061  NAVD 88 (11/28/08) 1286.24   (m)         4219.9    (f) LEVELING    3  
 CG0061
 CG0061.Superseded values are not recommended for survey control.
 CG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0061.See file dsdata.txt to determine how the superseded data were derived.
 CG0061
 CG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5591436447(NAD 83)
 CG0061_MARKER: DB = BENCH MARK DISK
 CG0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0061_STAMPING: CORN 1960 RESET 1964
 CG0061_PROJECTION: FLUSH
 CG0061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0061+STABILITY: SURFACE MOTION
 CG0061
 CG0061  HISTORY     - Date     Condition        Report By
 CG0061  HISTORY     - 1964     MONUMENTED       AZHD
 CG0061  HISTORY     - 1964     GOOD             CGS
 CG0061  HISTORY     - 1973     GOOD             NGS
 CG0061  HISTORY     - 1979     GOOD             NGS
 CG0061  HISTORY     - 20050715 GOOD             AZ-003
 CG0061
 CG0061                          STATION DESCRIPTION
 CG0061
 CG0061'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 CG0061'6.7 MI W FROM BENSON.
 CG0061'THE BENCH MARK IS LOCATED 6.7 MILES WEST OF THE POST OFFICE IN BENSON,
 CG0061'ALONG THE SOUTH SIDE OF THE EASTBOUND ROADWAY OF INTERSTATE HIGHWAY 10
 CG0061'(US HIGHWAY 80) AND 4.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE. THE MARK
 CG0061'IS A STANDARD COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK,
 CG0061'STAMPED CORN 1960 RESET 1964, SET IN THE TOP OF A CONCRETE MONUMENT
 CG0061'WHICH IS 12 INCHES SQUARE AT THE TOP.
 CG0061
 CG0061                          STATION RECOVERY (1964)
 CG0061
 CG0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EHT)
 CG0061'THE STATION IS ABOUT 6-1/2 MILES WEST OF BENSON, NEAR THE SOUTH
 CG0061'R/W FENCE.
 CG0061'
 CG0061'TO REACH THE STATION FROM BENSON, GO WEST ON U.S. 80 FOR 6.70
 CG0061'MILES TO THE STATION.
 CG0061'
 CG0061'THE STATION MARK STAMPED CORN 1960-RESET 1964 IS A STANDARD DISK
 CG0061'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.  IT IS 4-1/2
 CG0061'FEET NORTH OF THE R/W FENCE ON THE SOUTH SIDE OF U.S. 80 AND THE
 CG0061'SAME DISTANCE AND DIRECTION FROM A WITNESS POST.
 CG0061'
 CG0061'REFERENCE MARK NO. 3 STAMPED CORN 1964, R.M. 3 1964, IS A STANDARD
 CG0061'DISK SET IN THE TOP OF A 9 IN IN DIAMETER CONCRETE POST THAT
 CG0061'PROJECTS 9 INCHES.  IT IS EAST OF THE STATION AND JUST NORTH OF
 CG0061'THE R/W FENCE.
 CG0061'
 CG0061'REFERENCE MARK NO. 4 STAMPED CORN 1964, R.M. 4 1964, IS A STANDARD
 CG0061'DISK, SET IN THE TOP OF A 9 IN IN DIAMETER CONCRETE POST THAT
 CG0061'PROJECTS 9 INCHES.  IT IS WEST OF THE STATION AND JUST NORTH OF
 CG0061'THE R/W FENCE.
 CG0061'
 CG0061'NOTE--THE OLD STATION WAS DUG OUT AND REUSED WITH THE ADDITIONAL
 CG0061'STAMPING.  THE REFERENCE MARKS ARE NEW.
 CG0061'
 CG0061'TRIANGULATION STATION CORNFIELD 1960 CAN BE USED AS THE AZIMUTH
 CG0061'MARK.
 CG0061
 CG0061                          STATION RECOVERY (1973)
 CG0061
 CG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CG0061'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN THE
 CG0061'DESCRIBED AREA IN GOOD CONDITION.  THE ROUTE TO THE STATION IS
 CG0061'ADEQUATE.
 CG0061'
 CG0061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 CG0061'WEST OF BENSON
 CG0061
 CG0061                          STATION RECOVERY (1979)
 CG0061
 CG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0061'6.5 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0061'OVERPASS AT BENSON, 0.25 MILE WEST OF MILE POST 299 AND ACROSS THE
 CG0061'INTERSTATE FROM A ONE STORY ADOBE BRICK RANCH HOUSE,
 CG0061'97.5 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES,
 CG0061'112 FEET EAST OF A
 CG0061'TELEPHONE CABLE SERVICE BOX AND 3.5 FEET NORTH OF THE RIGHT-OF-WAY
 CG0061'FENCE.
 CG0061
 CG0061                          STATION RECOVERY (2005)
 CG0061
 CG0061'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2005 (DLS)
 CG0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0062 ***********************************************************************
 CG0062  DESIGNATION -  CORN RM 1
 CG0062  PID         -  CG0062
 CG0062  STATE/COUNTY-  AZ/COCHISE
 CG0062  USGS QUAD   -  MESCAL (1983)
 CG0062
 CG0062                         *CURRENT SURVEY CONTROL
 CG0062  ___________________________________________________________________
 CG0062* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0062* NAVD 88     -      1286.00   (+/-2cm)    4219.2    (feet)  VERTCON   
 CG0062  ___________________________________________________________________
 CG0062  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0062
 CG0062.The horizontal coordinates were scaled from a topographic map and have
 CG0062.an estimated accuracy of +/- 6 seconds.
 CG0062
 CG0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0062.The vertical order pertains to the NGVD 29 superseded value.
 CG0062
 CG0062.The geoid height was determined by GEOID03.
 CG0062
 CG0062;                    North         East    Units  Estimated Accuracy
 CG0062;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0062
 CG0062                          SUPERSEDED SURVEY CONTROL
 CG0062
 CG0062  NGVD 29 (??/??/92) 1285.173  (m)         4216.44   (f) ADJ UNCH    2 0
 CG0062
 CG0062.Superseded values are not recommended for survey control.
 CG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0062.See file dsdata.txt to determine how the superseded data were derived.
 CG0062
 CG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0062_MARKER: DR = REFERENCE MARK DISK
 CG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0062_STAMPING: CORN NO 1 1960
 CG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0062+STABILITY: SURFACE MOTION
 CG0062
 CG0062  HISTORY     - Date     Condition        Report By
 CG0062  HISTORY     - 1960     MONUMENTED       CGS
 CG0062  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0062
 CG0062                          STATION DESCRIPTION
 CG0062
 CG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0062'6.7 MI W FROM BENSON.
 CG0062'6.7 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0062'80, 55.0 FEET NORTH OF THE CENTER OF THE EASTBOUND LANE, 54.0 FEET
 CG0062'SOUTH OF THE CENTER OF THE WESTBOUND LANE, OF THE HIGHWAY, SET IN THE
 CG0062'TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CG0062
 CG0062                          STATION RECOVERY (1979)
 CG0062
 CG0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0062'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0059 ***********************************************************************
 CG0059  DESIGNATION -  CORN RM 2
 CG0059  PID         -  CG0059
 CG0059  STATE/COUNTY-  AZ/COCHISE
 CG0059  USGS QUAD   -  MESCAL (1983)
 CG0059
 CG0059                         *CURRENT SURVEY CONTROL
 CG0059  ___________________________________________________________________
 CG0059* NAD 83(1986)-  31 57 46.     (N)    110 24 30.     (W)     SCALED    
 CG0059* NAVD 88     -      1286.14   (+/-2cm)    4219.6    (feet)  VERTCON   
 CG0059  ___________________________________________________________________
 CG0059  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0059
 CG0059.The horizontal coordinates were scaled from a topographic map and have
 CG0059.an estimated accuracy of +/- 6 seconds.
 CG0059
 CG0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0059.The vertical order pertains to the NGVD 29 superseded value.
 CG0059
 CG0059.The geoid height was determined by GEOID03.
 CG0059
 CG0059;                    North         East    Units  Estimated Accuracy
 CG0059;SPC AZ E     -   106,770.      190,520.      MT  (+/- 180 meters Scaled)
 CG0059
 CG0059                          SUPERSEDED SURVEY CONTROL
 CG0059
 CG0059  NGVD 29 (??/??/92) 1285.305  (m)         4216.87   (f) ADJ UNCH    2 0
 CG0059
 CG0059.Superseded values are not recommended for survey control.
 CG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0059.See file dsdata.txt to determine how the superseded data were derived.
 CG0059
 CG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA559364(NAD 83)
 CG0059_MARKER: DR = REFERENCE MARK DISK
 CG0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0059_STAMPING: CORN NO 2 1960
 CG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0059+STABILITY: SURFACE MOTION
 CG0059
 CG0059  HISTORY     - Date     Condition        Report By
 CG0059  HISTORY     - 1960     MONUMENTED       CGS
 CG0059  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0059
 CG0059                          STATION DESCRIPTION
 CG0059
 CG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0059'6.7 MI W FROM BENSON.
 CG0059'6.7 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0059'80, 57.0 FEET NORTH OF THE CENTER OF THE EASTBOUND TRAFFIC LANE, 52.0
 CG0059'FEET SOUTH OF THE CENTER OF THE WESTBOUND TRAFFIC LANE, OF THE
 CG0059'HIGHWAY, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 CG0059'INCHES.
 CG0059
 CG0059                          STATION RECOVERY (1979)
 CG0059
 CG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0059'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0334 ***********************************************************************
 GQ0334  DESIGNATION -  CORNER
 GQ0334  PID         -  GQ0334
 GQ0334  STATE/COUNTY-  AZ/MOHAVE
 GQ0334  USGS QUAD   -  FINDLAY TANK (1988)
 GQ0334
 GQ0334                         *CURRENT SURVEY CONTROL
 GQ0334  ___________________________________________________________________
 GQ0334* NAD 83(1992)-  36 40 40.26407(N)    112 43 10.11845(W)     ADJUSTED  
 GQ0334* NAVD 88     -      1533.9    (meters)    5032.     (feet)  VERTCON   
 GQ0334  ___________________________________________________________________
 GQ0334  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 GQ0334  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GQ0334  HORZ ORDER  -  THIRD
 GQ0334
 GQ0334.The horizontal coordinates were established by classical geodetic methods
 GQ0334.and adjusted by the National Geodetic Survey in August 1993.
 GQ0334
 GQ0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0334
 GQ0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0334
 GQ0334.The geoid height was determined by GEOID03.
 GQ0334
 GQ0334;                    North         East     Units Scale Factor Converg.
 GQ0334;SPC AZ W     -   630,239.126   305,469.364   MT  1.00003782   +0 36 56.1
 GQ0334;SPC AZ W     - 2,067,713.67  1,002,196.08   iFT  1.00003782   +0 36 56.1
 GQ0334;SPC AZ C     -   630,023.600   141,606.640   MT  0.99996341   -0 28 46.4
 GQ0334;SPC AZ C     - 2,067,006.56    464,588.71   iFT  0.99996341   -0 28 46.4
 GQ0334;UTM  12      - 4,060,513.633   346,357.990   MT  0.99989083   -1 01 38.2
 GQ0334
 GQ0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0334!SPC AZ W     -   0.99976291  x   1.00003782  =   0.99980072
 GQ0334!SPC AZ C     -   0.99976291  x   0.99996341  =   0.99972633
 GQ0334!UTM  12      -   0.99976291  x   0.99989083  =   0.99965377
 GQ0334
 GQ0334|---------------------------------------------------------------------|
 GQ0334| PID    Reference Object                     Distance      Geod. Az  |
 GQ0334|                                                           dddmmss.s |
 GQ0334| CH2970 CORNER RM 2                           8.803 METERS 15431     |
 GQ0334| CH2968 CORNER AZ MK                                       3101842.5 |
 GQ0334| CH2969 CORNER RM 1                           8.330 METERS 34202     |
 GQ0334|---------------------------------------------------------------------|
 GQ0334
 GQ0334                          SUPERSEDED SURVEY CONTROL
 GQ0334
 GQ0334  NAD 83(1986)-  36 40 40.25940(N)    112 43 10.11546(W) AD(       ) 3
 GQ0334  NAD 27      -  36 40 40.30800(N)    112 43 07.40100(W) AD(       ) 3
 GQ0334  NGVD 29 (07/19/86) 1533.0    (m)         5030.     (f) VERT ANG    3  
 GQ0334
 GQ0334.Superseded values are not recommended for survey control.
 GQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0334.See file dsdata.txt to determine how the superseded data were derived.
 GQ0334
 GQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4635860514(NAD 83)
 GQ0334_MARKER: DS = TRIANGULATION STATION DISK
 GQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0334
 GQ0334  HISTORY     - Date     Condition        Report By
 GQ0334  HISTORY     - 1953     MONUMENTED       CGS
 GQ0334
 GQ0334                          STATION DESCRIPTION
 GQ0334
 GQ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0334'THE STATION IS LOCATED ON THE KANAB PLATEAU AT THE WEST EDGE
 GQ0334'OF THE KANAB CANYON.  IT IS ON A LOW HILL WITH SCATTERED LOW
 GQ0334'BUSHES, BUT BARE OF TIMBER.  IT IS ABOUT 13 MILES, AIRLINE,
 GQ0334'SOUTH OF PIPE SPRINGS, 6 MILES EAST OF HACKS RESERVOIR AND
 GQ0334'4.5 MILES WEST OF KANAB CREEK.
 GQ0334'
 GQ0334'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND THE PIPE
 GQ0334'SPRINGS ROAD IN FREDONIA, ARIZONA, GO WEST ON THE PIPE SPRINGS
 GQ0334'ROAD FOR 8.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK, WHICH
 GQ0334'IS THE GRAND CANYON NATIONAL MONUMENT ROAD, AND GO FOR 7.7 MILES
 GQ0334'TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE IN
 GQ0334'A SOUTHERLY DIRECTION FOR 4.7 MILES TO A CATTLE GUARD.  CROSS
 GQ0334'THE CATTLE GUARD AND TURN LEFT ONTO A TRACK ROAD.  FOLLOW THE
 GQ0334'TRACK ROAD FOR 1.3 MILES TO A GATE AT A T FENCE JUNCTION.
 GQ0334'PASS THROUGH THE GATE AND FOLLOW THE MAIN ROAD
 GQ0334'SOUTHWESTERLY FOR 2.3 MILES TO A CROSSROADS.  TURN LEFT UP
 GQ0334'A LOW RIDGE AND GO EAST FOR 1.2 MILES TO A GATE.  DO NOT
 GQ0334'PASS THROUGH THE GATE.  TURN RIGHT AND FOLLOW THE FENCE
 GQ0334'SOUTH-SOUTHEASTERLY FOR 0.1 MILE TO A BEND IN THE FENCE
 GQ0334'LINE AND THE STATION.
 GQ0334'
 GQ0334'THE STATION IS A STANDARD DISK STAMPED CORNER 1953.  IT IS
 GQ0334'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 21
 GQ0334'FEET NORTH-NORTHWEST OF A CORNER FENCE POST AND 8 FEET NORTHWEST OF
 GQ0334'A WHITE WITNESS POST.
 GQ0334'
 GQ0334'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CORNER NO 1 1953.
 GQ0334'IT IS SET IN A CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS
 GQ0334'18 INCHES WEST OF A WIRE FENCE.
 GQ0334'
 GQ0334'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CORNER NO 2 1953.
 GQ0334'IT IS SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GQ0334'2 FEET WEST OF A WIRE FENCE.
 GQ0334'
 GQ0334'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORNER 1953.  IT IS
 GQ0334'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE MARK IS
 GQ0334'ABOUT 1 FOOT HIGHER THAN THE SURROUNDING BEDROCK WHICH FORMS
 GQ0334'A LARGE BENCH OF SOLID ROCK.  IT IS 105 FEET SOUTH OF A TRACK
 GQ0334'ROAD THAT LEADS TO THE STATION.  IT IS BETWEEN TWO SMALL TREES
 GQ0334'AND 7 FEET WEST OF A WHITE WITNESS POST.  TO REACH FROM THE
 GQ0334'STATION GO NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.1 MILE
 GQ0334'TO A GATE.  TURN LEFT AND GO WEST FOR 0.4 MILE TO THE AZIMUTH
 GQ0334'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0975 ***********************************************************************
 FR0975  DESIGNATION -  CORNER CAIRN
 FR0975  PID         -  FR0975
 FR0975  STATE/COUNTY-  AZ/MOHAVE
 FR0975  USGS QUAD   -  PEACOCK PEAK (1980)
 FR0975
 FR0975                         *CURRENT SURVEY CONTROL
 FR0975  ___________________________________________________________________
 FR0975* NAD 83(1992)-  35 15 10.01219(N)    113 46 58.77807(W)     ADJUSTED  
 FR0975* NAVD 88     -              **(meters)            **(feet)            
 FR0975  ___________________________________________________________________
 FR0975  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 FR0975  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FR0975  HORZ ORDER  -  THIRD
 FR0975
 FR0975.The horizontal coordinates were established by classical geodetic methods
 FR0975.and adjusted by the National Geodetic Survey in August 1993.
 FR0975
 FR0975
 FR0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0975
 FR0975.The geoid height was determined by GEOID03.
 FR0975
 FR0975;                    North         East     Units Scale Factor Converg.
 FR0975;SPC AZ W     -   471,631.906   210,357.539   MT  0.99993344   -0 01 08.6
 FR0975;SPC AZ W     - 1,547,348.77    690,149.41   iFT  0.99993344   -0 01 08.6
 FR0975;UTM  12      - 3,904,627.067   246,797.161   MT  1.00039018   -1 36 25.8
 FR0975
 FR0975                          SUPERSEDED SURVEY CONTROL
 FR0975
 FR0975  NAD 83(1986)-  35 15 10.00834(N)    113 46 58.77955(W) AD(       ) 4
 FR0975  NAD 27      -  35 15 10.02500(N)    113 46 55.98600(W) AD(       ) 3
 FR0975
 FR0975.Superseded values are not recommended for survey control.
 FR0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0975.See file dsdata.txt to determine how the superseded data were derived.
 FR0975
 FR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4679704627(NAD 83)
 FR0975_MARKER: 72 = CAIRN
 FR0975
 FR0975  HISTORY     - Date     Condition        Report By
 FR0975  HISTORY     - 1948     FIRST OBSERVED   CGS
 FR0975
 FR0975                          STATION DESCRIPTION
 FR0975
 FR0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0975'THE STATION IS ABOUT 16 MILES EAST-NORTHEAST OF KINGMAN, ABOUT
 FR0975'3-1/2 MILES SOUTH-SOUTHWEST OF STATION PEACOOK (USGS), AND ON
 FR0975'A SPUR RIDGE OF THE MAIN MOUNTAIN.
 FR0975'
 FR0975'THE CAIRN IS ABOUT 4 FEET HIGH AND HAS A WHITE POLE IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1164 ***********************************************************************
 CG1164  DESIGNATION -  CORNERS
 CG1164  PID         -  CG1164
 CG1164  STATE/COUNTY-  AZ/COCHISE
 CG1164  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1164
 CG1164                         *CURRENT SURVEY CONTROL
 CG1164  ___________________________________________________________________
 CG1164* NAD 83(1992)-  31 41 23.68813(N)    110 21 02.21625(W)     ADJUSTED  
 CG1164* NAVD 88     -      1339.6    (meters)    4395.     (feet)  VERTCON   
 CG1164  ___________________________________________________________________
 CG1164  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CG1164  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG1164  HORZ ORDER  -  SECOND
 CG1164
 CG1164.The horizontal coordinates were established by classical geodetic methods
 CG1164.and adjusted by the National Geodetic Survey in August 1993.
 CG1164
 CG1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1164
 CG1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1164
 CG1164.The geoid height was determined by GEOID03.
 CG1164
 CG1164;                    North         East     Units Scale Factor Converg.
 CG1164;SPC AZ E     -    76,501.489   195,921.572   MT  0.99990375   -0 05 47.9
 CG1164;SPC AZ E     -   250,989.14    642,787.31   iFT  0.99990375   -0 05 47.9
 CG1164;UTM  12      - 3,506,248.989   561,543.952   MT  0.99964671   +0 20 28.1
 CG1164
 CG1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1164!SPC AZ E     -   0.99979409  x   0.99990375  =   0.99969786
 CG1164!UTM  12      -   0.99979409  x   0.99964671  =   0.99944087
 CG1164
 CG1164|---------------------------------------------------------------------|
 CG1164| PID    Reference Object                     Distance      Geod. Az  |
 CG1164|                                                           dddmmss.s |
 CG1164| CS6100 CORNERS RM 1                         13.676 METERS 02402     |
 CG1164| CS6101 CORNERS RM 2                         14.299 METERS 30654     |
 CG1164|---------------------------------------------------------------------|
 CG1164
 CG1164                          SUPERSEDED SURVEY CONTROL
 CG1164
 CG1164  NAD 83(1986)-  31 41 23.68015(N)    110 21 02.21012(W) AD(       ) 2
 CG1164  NGVD 29 (06/28/91) 1338.8    (m)         4392.     (f) VERT ANG    3  
 CG1164
 CG1164.Superseded values are not recommended for survey control.
 CG1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1164.See file dsdata.txt to determine how the superseded data were derived.
 CG1164
 CG1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6154406249(NAD 83)
 CG1164_MARKER: DS = TRIANGULATION STATION DISK
 CG1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1164+STABILITY: SURFACE MOTION
 CG1164
 CG1164  HISTORY     - Date     Condition        Report By
 CG1164  HISTORY     - 1986     MONUMENTED       AZDT
 CG1164  HISTORY     - 19981001 GOOD             USPSQD
 CG1164
 CG1164                          STATION DESCRIPTION
 CG1164
 CG1164'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1164'THE STATION IS LOCATED 3-1/2 MILES NORTH OF HUACHUCA CITY NEAR THE
 CG1164'JUNCTION OF STATE ROUTES 90 AND 82.
 CG1164'
 CG1164'THE STATION MARK IS AN AZDT DISK STAMPED---CORNERS 1986---.  IT IS SET
 CG1164'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 91 FEET WEST OF THE
 CG1164'CENTER LINE OF STATE ROUTE 90 AND 4 FEET WEST OF A WITNESS POST.
 CG1164'
 CG1164'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CORNERS RM 1 1986---.  IT
 CG1164'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1164'
 CG1164'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CORNERS RM 2 1986---.  IT
 CG1164'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1164'
 CG1164'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA TRAVEL NORTH
 CG1164'ALONG STATE ROUTE 90 FOR 3.4 MILES TO THE STATION ON THE LEFT SIDE OF
 CG1164'THE HIGHWAY AT MILE POST 308.5.
 CG1164
 CG1164                          STATION RECOVERY (1998)
 CG1164
 CG1164'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1542 ***********************************************************************
 DA1542  DESIGNATION -  CORNEZ
 DA1542  PID         -  DA1542
 DA1542  STATE/COUNTY-  AZ/PIMA
 DA1542  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1542
 DA1542                         *CURRENT SURVEY CONTROL
 DA1542  ___________________________________________________________________
 DA1542* NAD 83(1992)-  32 29 27.94476(N)    112 52 54.91595(W)     ADJUSTED  
 DA1542* NAVD 88     -       409.00   (+/-2cm)    1341.9    (feet)  VERTCON   
 DA1542  ___________________________________________________________________
 DA1542  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DA1542  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA1542  HORZ ORDER  -  SECOND
 DA1542  VERT ORDER  -  THIRD ? (See Below)
 DA1542
 DA1542.The horizontal coordinates were established by classical geodetic methods
 DA1542.and adjusted by the National Geodetic Survey in August 1993.
 DA1542
 DA1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1542.The vertical order pertains to the NGVD 29 superseded value.
 DA1542
 DA1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1542
 DA1542.The geoid height was determined by GEOID03.
 DA1542
 DA1542;                    North         East     Units Scale Factor Converg.
 DA1542;SPC AZ C     -   165,730.219   122,646.822   MT  1.00000144   -0 31 06.7
 DA1542;SPC AZ C     -   543,734.31    402,384.59   iFT  1.00000144   -0 31 06.7
 DA1542;UTM  12      - 3,596,432.265   323,182.927   MT  0.99998554   -1 00 40.2
 DA1542
 DA1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1542!SPC AZ C     -   0.99994074  x   1.00000144  =   0.99994218
 DA1542!UTM  12      -   0.99994074  x   0.99998554  =   0.99992628
 DA1542
 DA1542:                Primary Azimuth Mark                     Grid Az
 DA1542:SPC AZ C     -  DEADMAN                                  002 24 41.7
 DA1542:UTM  12      -  DEADMAN                                  002 54 15.2
 DA1542
 DA1542|---------------------------------------------------------------------|
 DA1542| PID    Reference Object                     Distance      Geod. Az  |
 DA1542|                                                           dddmmss.s |
 DA1542| DA1569 DEADMAN                             APPROX. 6.6 KM 0015335.0 |
 DA1542| DA1540 T11S R6W SECS 3 4 9 10               70.293 METERS 11308     |
 DA1542| DA1541 CORNEZ RM 1                          13.137 METERS 17357     |
 DA1542| CH5009 CORNEZ RM 2                          13.021 METERS 35352     |
 DA1542|---------------------------------------------------------------------|
 DA1542
 DA1542                          SUPERSEDED SURVEY CONTROL
 DA1542
 DA1542  NAD 83(1986)-  32 29 27.93948(N)    112 52 54.92311(W) AD(       ) 2
 DA1542  NAD 27      -  32 29 27.73448(N)    112 52 52.35703(W) AD(       ) 2
 DA1542  NGVD 29 (07/19/86)  408.34   (m)         1339.7    (f) LEVELING    3  
 DA1542
 DA1542.Superseded values are not recommended for survey control.
 DA1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1542.See file dsdata.txt to determine how the superseded data were derived.
 DA1542
 DA1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2318396432(NAD 83)
 DA1542_MARKER: DD = SURVEY DISK
 DA1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1542+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1542
 DA1542  HISTORY     - Date     Condition        Report By
 DA1542  HISTORY     - 1975     MONUMENTED       AZDT
 DA1542  HISTORY     - 19970216 GOOD             USPSQD
 DA1542  HISTORY     - 20060220 GOOD             USPSQD
 DA1542  HISTORY     - 20070603 GOOD             GEOCAC
 DA1542
 DA1542                          STATION DESCRIPTION
 DA1542
 DA1542'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1542'THE STATION IS LOCATED ABOUT 32.7 MILES SOUTHWEST OF GILA BEND
 DA1542'AND 8.2 MILES WEST-NORTHWEST OF AJO ALONG THE WEST
 DA1542'RIGHT-OF-WAY OF STATE HWY. 85.
 DA1542'
 DA1542'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED CORNEZ
 DA1542'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1542'STATION IS 97 FEET WEST OF THE CENTERLINE STATE HWY. 85, 2.2 FEET
 DA1542'EAST OF THE WEST RIGHT-OF-WAY FENCE AND 2.3 FEET WEST OF A WITNESS
 DA1542'POST.
 DA1542'
 DA1542'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DA1542'1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK IS
 DA1542'43-1/2 FEET SOUTH OF A WITNESS POST, 2 FEET EAST OF THE WEST
 DA1542'RIGHT-OF-WAY FENCE LINE AND 97 FEET WEST OF HWY. CENTERLINE.
 DA1542'
 DA1542'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1542'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK
 DA1542'IS 42-1/2 FEET NORTH OF A WITNESS POST, 2-1/2 FEET EAST OF WEST
 DA1542'RIGHT-OF-WAY FENCE LINE AND 97 FEET WEST OF HWY. CENTERLINE.
 DA1542'
 DA1542'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1542'GILA BEND, GO WEST ON U.S. HWY. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1542'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1542'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST 33.55
 DA1542'(33.05 MILES) AND STATION IN THE WEST RIGHT-OF-WAY.
 DA1542'
 DA1542'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1542
 DA1542                          STATION RECOVERY (1997)
 DA1542
 DA1542'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1542'RECOVERED IN GOOD CONDITION.
 DA1542
 DA1542                          STATION RECOVERY (2006)
 DA1542
 DA1542'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1542'RECOVERED AS DESCRIBED.
 DA1542
 DA1542                          STATION RECOVERY (2007)
 DA1542
 DA1542'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1273 ***********************************************************************
 DA1273  DESIGNATION -  CORNEZ
 DA1273  PID         -  DA1273
 DA1273  STATE/COUNTY-  AZ/MARICOPA
 DA1273  USGS QUAD   -  MALPAIS HILL (1990)
 DA1273
 DA1273                         *CURRENT SURVEY CONTROL
 DA1273  ___________________________________________________________________
 DA1273* NAD 83(1992)-  32 37 36.55349(N)    113 06 27.52677(W)     ADJUSTED  
 DA1273* NAVD 88     -       530.4    (meters)    1740.     (feet)  VERTCON   
 DA1273  ___________________________________________________________________
 DA1273  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DA1273  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA1273  HORZ ORDER  -  THIRD
 DA1273
 DA1273.The horizontal coordinates were established by classical geodetic methods
 DA1273.and adjusted by the National Geodetic Survey in August 1993.
 DA1273
 DA1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1273
 DA1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1273
 DA1273.The geoid height was determined by GEOID03.
 DA1273
 DA1273;                    North         East     Units Scale Factor Converg.
 DA1273;SPC AZ C     -   180,995.956   101,600.718   MT  1.00005397   -0 38 31.9
 DA1273;SPC AZ C     -   593,818.75    333,335.69   iFT  1.00005397   -0 38 31.9
 DA1273;UTM  12      - 3,611,878.833   302,268.984   MT  1.00008213   -1 08 12.3
 DA1273
 DA1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1273!SPC AZ C     -   0.99992172  x   1.00005397  =   0.99997569
 DA1273!UTM  12      -   0.99992172  x   1.00008213  =   1.00000385
 DA1273
 DA1273:                Primary Azimuth Mark                     Grid Az
 DA1273:SPC AZ C     -  FLAT                                     316 05 36.2
 DA1273:UTM  12      -  FLAT                                     316 35 16.6
 DA1273
 DA1273|---------------------------------------------------------------------|
 DA1273| PID    Reference Object                     Distance      Geod. Az  |
 DA1273|                                                           dddmmss.s |
 DA1273| DA0716 FLAT                                APPROX.33.9 KM 3152704.3 |
 DA1273|---------------------------------------------------------------------|
 DA1273
 DA1273                          SUPERSEDED SURVEY CONTROL
 DA1273
 DA1273  NAD 83(1986)-  32 37 36.53976(N)    113 06 27.52973(W) AD(       ) 3
 DA1273  NGVD 29 (06/20/88)  529.8    (m)         1738.     (f) VERT ANG    3  
 DA1273
 DA1273.Superseded values are not recommended for survey control.
 DA1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1273.See file dsdata.txt to determine how the superseded data were derived.
 DA1273
 DA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0226911879(NAD 83)
 DA1273_MARKER: DS = TRIANGULATION STATION DISK
 DA1273_SETTING: 66 = SET IN ROCK OUTCROP
 DA1273_SP_SET: SET IN ROCK OUTCROP
 DA1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1273+STABILITY: POSITION/ELEVATION WELL
 DA1273
 DA1273  HISTORY     - Date     Condition        Report By
 DA1273  HISTORY     - 1948     MONUMENTED       USGS
 DA1273  HISTORY     - 1962     GOOD             USGS
 DA1273
 DA1273                          STATION DESCRIPTION
 DA1273
 DA1273'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1273'LOCATED ABOUT 32.0 MI SW. OF GILA BEND, 17.0 MI SE. OF SENTINEL.
 DA1273'IN WESTERN PORTION OF RANGE OF HILLS KNOWN AS CRATER MOUNTAINS.
 DA1273'
 DA1273'TO REACH FROM JCT. OF U.S. HWY. 80 AND STATE HWY. 85 IN GILA
 DA1273'BEND, DRIVE 22.4 MI WESTWARD ON U.S. HWY. 80 TO RD. JCT.  TURN
 DA1273'LEFT 5.8 MI S. TO RD. FORKS.  TAKE RIGHT FORK 2.2 MI TO RD. FORKS.
 DA1273'TAKE LEFT FORK 8.4 MI.  TURN LEFT CROSS-COUNTRY 2.8 MI PAST WEST
 DA1273'SIDE OF HILL INTO BOX CANYON AND END OF RD.  PACK S. UP DRAIN TO
 DA1273'HEAD THEN S. TO HIGHEST POINT AND STATION.  ABOUT A 1-HOUR PACK.
 DA1273'
 DA1273'STATION MARK--STANDARD TABLET STAMPED---CORNEZ 1948---, CEMENTED IN
 DA1273'ROCK OUTCROP.
 DA1273'
 DA1273'RM 1--STANDARD RM TABLET STAMPED---CORNEZ NO 1 1948---, CEMENTED IN
 DA1273'ROCK OUTCROP.
 DA1273'
 DA1273'RM 2--STANDARD RM TABLET STAMPED---CORNEZ NO 2 1948---, CEMENTED IN
 DA1273'ROCK OUTCROP.
 DA1273
 DA1273                          STATION RECOVERY (1962)
 DA1273
 DA1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1273'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 DA1273'REACHED BY HELICOPTER.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1541 ***********************************************************************
 DA1541  DESIGNATION -  CORNEZ RM 1
 DA1541  PID         -  DA1541
 DA1541  STATE/COUNTY-  AZ/PIMA
 DA1541  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1541
 DA1541                         *CURRENT SURVEY CONTROL
 DA1541  ___________________________________________________________________
 DA1541* NAD 83(1992)-  32 29 27.52066(N)    112 52 54.86289(W)     ADJUSTED  
 DA1541* NAVD 88     -       409.05   (+/-2cm)    1342.0    (feet)  VERTCON   
 DA1541  ___________________________________________________________________
 DA1541  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DA1541  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA1541  HORZ ORDER  -  SECOND
 DA1541  VERT ORDER  -  THIRD ? (See Below)
 DA1541
 DA1541.The horizontal coordinates were established by classical geodetic methods
 DA1541.and adjusted by the National Geodetic Survey in August 1993.
 DA1541
 DA1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1541.The vertical order pertains to the NGVD 29 superseded value.
 DA1541
 DA1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1541
 DA1541.The geoid height was determined by GEOID03.
 DA1541
 DA1541;                    North         East     Units Scale Factor Converg.
 DA1541;SPC AZ C     -   165,717.143   122,648.089   MT  1.00000144   -0 31 06.7
 DA1541;SPC AZ C     -   543,691.41    402,388.74   iFT  1.00000144   -0 31 06.7
 DA1541;UTM  12      - 3,596,419.178   323,184.081   MT  0.99998553   -1 00 40.2
 DA1541
 DA1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1541!SPC AZ C     -   0.99994074  x   1.00000144  =   0.99994218
 DA1541!UTM  12      -   0.99994074  x   0.99998553  =   0.99992627
 DA1541
 DA1541                          SUPERSEDED SURVEY CONTROL
 DA1541
 DA1541  NAD 83(1986)-  32 29 27.51523(N)    112 52 54.87002(W) AD(       ) 2
 DA1541  NAD 27      -  32 29 27.31036(N)    112 52 52.30399(W) AD(       ) 2
 DA1541  NGVD 29 (07/19/86)  408.39   (m)         1339.9    (f) LEVELING    3  
 DA1541
 DA1541.Superseded values are not recommended for survey control.
 DA1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1541.See file dsdata.txt to determine how the superseded data were derived.
 DA1541
 DA1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2318496419(NAD 83)
 DA1541_MARKER: DD = SURVEY DISK
 DA1541_SETTING: 0 = UNSPECIFIED SETTING
 DA1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1541+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1541
 DA1541  HISTORY     - Date     Condition        Report By
 DA1541  HISTORY     - 1975     MONUMENTED       AZDT
 DA1541  HISTORY     - 19970216 GOOD             USPSQD
 DA1541  HISTORY     - 20060220 GOOD             USPSQD
 DA1541  HISTORY     - 20070603 GOOD             GEOCAC
 DA1541
 DA1541                          STATION DESCRIPTION
 DA1541
 DA1541'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DA1541'STATION CORNEZ IS LOCATED ABOUT 32.7 MILES SOUTHWEST OF GILA BEND
 DA1541'AND 8.2 MILES WEST-NORTHWEST OF AJO ALONG THE WEST
 DA1541'RIGHT-OF-WAY OF STATE HWY. 85.
 DA1541'
 DA1541'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DA1541'1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK IS
 DA1541'43-1/2 FEET SOUTH OF A WITNESS POST, 2 FEET EAST OF THE WEST
 DA1541'RIGHT-OF-WAY FENCE LINE AND 97 FEET WEST OF HWY. CENTERLINE.
 DA1541'
 DA1541'TO REACH STATION CORNEZ FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1541'GILA BEND, GO WEST ON U.S. HWY. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1541'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1541'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST 33.55
 DA1541'(33.05 MILES) AND STATION IN THE WEST RIGHT-OF-WAY.
 DA1541
 DA1541                          STATION RECOVERY (1997)
 DA1541
 DA1541'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1541'RECOVERED IN GOOD CONDITION.
 DA1541
 DA1541                          STATION RECOVERY (2006)
 DA1541
 DA1541'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1541'RECOVERED AS DESCRIBED.
 DA1541
 DA1541                          STATION RECOVERY (2007)
 DA1541
 DA1541'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0985 ***********************************************************************
 CG0985  DESIGNATION -  CORNFIELD
 CG0985  PID         -  CG0985
 CG0985  STATE/COUNTY-  AZ/COCHISE
 CG0985  USGS QUAD   -  MESCAL (1983)
 CG0985
 CG0985                         *CURRENT SURVEY CONTROL
 CG0985  ___________________________________________________________________
 CG0985* NAD 83(1992)-  31 56 00.15327(N)    110 23 26.86725(W)     ADJUSTED  
 CG0985* NAVD 88     -      1370.     (meters)    4495.     (feet)  SCALED    
 CG0985  ___________________________________________________________________
 CG0985  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CG0985  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CG0985  HORZ ORDER  -  SECOND
 CG0985
 CG0985.The horizontal coordinates were established by classical geodetic methods
 CG0985.and adjusted by the National Geodetic Survey in August 1993.
 CG0985
 CG0985.The orthometric height was scaled from a topographic map.
 CG0985
 CG0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0985
 CG0985.The geoid height was determined by GEOID03.
 CG0985
 CG0985;                    North         East     Units Scale Factor Converg.
 CG0985;SPC AZ E     -   103,501.992   192,168.067   MT  0.99990554   -0 07 06.8
 CG0985;SPC AZ E     -   339,573.46    630,472.66   iFT  0.99990554   -0 07 06.8
 CG0985;SPC AZ C     -   104,496.409   357,641.574   MT  1.00015666   +0 48 26.0
 CG0985;SPC AZ C     -   342,835.99  1,173,364.74   iFT  1.00015666   +0 48 26.0
 CG0985;UTM  12      - 3,533,212.884   557,584.582   MT  0.99964089   +0 19 20.1
 CG0985
 CG0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0985!SPC AZ E     -   0.99978932  x   0.99990554  =   0.99969488
 CG0985!SPC AZ C     -   0.99978932  x   1.00015666  =   0.99994594
 CG0985!UTM  12      -   0.99978932  x   0.99964089  =   0.99943028
 CG0985
 CG0985|---------------------------------------------------------------------|
 CG0985| PID    Reference Object                     Distance      Geod. Az  |
 CG0985|                                                           dddmmss.s |
 CG0985| CC7201 CORNFIELD RM 1                       10.820 METERS 04041     |
 CG0985| CG0975 AVIATION BEACON 45 A                APPROX. 2.5 KM 1255233.8 |
 CG0985| CC7202 CORNFIELD RM 2                        8.488 METERS 15217     |
 CG0985| CC7200 CORNFIELD AZ MK                                    2890400.0 |
 CG0985|---------------------------------------------------------------------|
 CG0985
 CG0985                          SUPERSEDED SURVEY CONTROL
 CG0985
 CG0985  NAD 83(1986)-  31 56 00.14757(N)    110 23 26.86485(W) AD(       ) 2
 CG0985  NAD 27      -  31 55 59.84440(N)    110 23 24.60100(W) AD(       ) 2
 CG0985
 CG0985.Superseded values are not recommended for survey control.
 CG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0985.See file dsdata.txt to determine how the superseded data were derived.
 CG0985
 CG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5758533213(NAD 83)
 CG0985_MARKER: DS = TRIANGULATION STATION DISK
 CG0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0985
 CG0985  HISTORY     - Date     Condition        Report By
 CG0985  HISTORY     - 1960     MONUMENTED       CGS
 CG0985  HISTORY     - 1967     GOOD             CGS
 CG0985
 CG0985                          STATION DESCRIPTION
 CG0985
 CG0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0985'THE STATION IS ABOUT 6 MILES WEST OF BENSON, ABOUT 4 MILES EAST
 CG0985'OF THE PIMA-COCOHISE COUNTY LINE AND ABOUT 2 MILES SOUTH OF
 CG0985'U.S. HIGHWAY 80 ON A SMALL RIDGE.
 CG0985'
 CG0985'TO REACH THE STATION FROM THE POST OFFICE AT BENSON GO WEST ON
 CG0985'U.S. HIGHWAY 80 FOR 6.2 MILES TO THE OVERPASS OVER SKYLINE ROAD.
 CG0985'HERE TURN SOUTH THEN EAST FOR 0.2 MILE TO A CATTLE GUARD, CROSS
 CG0985'CATTLE GUARD AND GO SOUTH ON THE BLADED ROAD FOR 1.0 MILE TO A
 CG0985'RANCH, PASS THRU THE RANCH LOTS AND CONTINUE SOUTH ON THE TRACK
 CG0985'ROAD FOR 0.7 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON THE
 CG0985'TRACK ROAD, PARALLELING THE PIPE LINE, FOR 0.3 MILE TO THE
 CG0985'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE TRACK ROAD FOR
 CG0985'0.2 MILE, HERE LEAVE THE TRACK ROAD AND PICK YOUR WAY
 CG0985'NORTH ON THE CREST OF THE RIDGE FOR 0.05 MILE TO THE STATION
 CG0985'AND REFERENCE MARKS.
 CG0985'
 CG0985'THE STATION MARK, STAMPED CORNFIELD 1960, IS A STANDARD DISK SET
 CG0985'IN THE TOP OF A ROUND CONCRETE POST 6 INCHES IN DIAMETER AND
 CG0985'PROJECTS 2 INCHES.  IT IS 3 FEET SOUTH OF THE WITNESS POST.
 CG0985'
 CG0985'REFERENCE MARK NO. 1, STAMPED CORNFIELD NO 1 1960, IS A STANDARD
 CG0985'DISK SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER
 CG0985'THAT PROJECTS 4 INCHES.  IT IS 32.5 FEET NORTHEAST OF THE WITNESS
 CG0985'POST.
 CG0985'
 CG0985'REFERENCE MARK NO. 2, STAMPED CORNFIELD NO 2 1960, IS A STANDARD
 CG0985'DISK SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER
 CG0985'THAT PROJECTS 4 INCHES.  IT IS 29.5 FEET SOUTHEAST OF THE WITNESS
 CG0985'POST.
 CG0985'
 CG0985'THE AZIMUTH MARK, STAMPED CORNFIELD 1960, IS A STANDARD DISK SET
 CG0985'IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER THAT
 CG0985'PROJECTS 4 INCHES.  IT IS 49 FEET SOUTH OF AN EAST-WEST FENCE
 CG0985'LINE AND 1.5 FEET SOUTH OF A WITNESS POST.
 CG0985
 CG0985                          STATION RECOVERY (1967)
 CG0985
 CG0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG0985'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CG0985'IN GOOD CONDITION.
 CG0985'
 CG0985'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4652 ***********************************************************************
 DK4652  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4652  DESIGNATION -  CORNMAN
 DK4652  PID         -  DK4652
 DK4652  STATE/COUNTY-  AZ/PINAL
 DK4652  USGS QUAD   -  ELOY NORTH (1992)
 DK4652
 DK4652                         *CURRENT SURVEY CONTROL
 DK4652  ___________________________________________________________________
 DK4652* NAD 83(2007)-  32 51 02.09818(N)    111 37 10.16310(W)     ADJUSTED  
 DK4652* NAVD 88     -       447.55   (meters)    1468.3    (feet)  GPS OBS   
 DK4652  ___________________________________________________________________
 DK4652  EPOCH DATE  -        2007.00
 DK4652  X           -  -1,976,254.768 (meters)                     COMP
 DK4652  Y           -  -4,986,493.394 (meters)                     COMP
 DK4652  Z           -   3,440,275.895 (meters)                     COMP
 DK4652  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DK4652  ELLIP HEIGHT-         417.504 (meters)          (04/23/08) ADJUSTED
 DK4652  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DK4652  HORZ ORDER  -  B
 DK4652  ELLP ORDER  -  FOURTH    CLASS I
 DK4652
 DK4652.The horizontal coordinates were established by GPS observations
 DK4652.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4652
 DK4652.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4652.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4652.The horizontal coordinates are valid at the epoch date displayed above.
 DK4652.The epoch date for horizontal control is a decimal equivalence
 DK4652.of Year/Month/Day.
 DK4652
 DK4652.The orthometric height was determined by GPS observations and a
 DK4652.high-resolution geoid model.
 DK4652.The orthometric height was determined by GPS observations and a
 DK4652.high-resolution geoid model using precise GPS observation and
 DK4652.processing techniques.
 DK4652
 DK4652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4652
 DK4652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4652
 DK4652.The ellipsoidal height was determined by GPS observations
 DK4652.and is referenced to NAD 83.
 DK4652
 DK4652.The geoid height was determined by GEOID03.
 DK4652
 DK4652;                    North         East     Units Scale Factor Converg.
 DK4652;SPC AZ C     -   205,221.498   241,176.125   MT  0.99990954   +0 09 40.3
 DK4652;SPC AZ C     -   673,298.88    791,260.25   iFT  0.99990954   +0 09 40.3
 DK4652;UTM  12      - 3,634,892.737   442,032.034   MT  0.99964143   -0 20 09.8
 DK4652
 DK4652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4652!SPC AZ C     -   0.99993445  x   0.99990954  =   0.99984400
 DK4652!UTM  12      -   0.99993445  x   0.99964143  =   0.99957591
 DK4652
 DK4652                          SUPERSEDED SURVEY CONTROL
 DK4652
 DK4652.No superseded survey control is available for this station.
 DK4652
 DK4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4203234893(NAD 83)
 DK4652_MARKER: DD = SURVEY DISK
 DK4652_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4652_STAMPING: CORNMAN 2006 CITY OF ELOY CONTROL POINT
 DK4652_MARK LOGO: NONE  
 DK4652_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4652+STABILITY: SURFACE MOTION
 DK4652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4652+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4652
 DK4652  HISTORY     - Date     Condition        Report By
 DK4652  HISTORY     - 20060830 MONUMENTED       PSOMAS
 DK4652
 DK4652                          STATION DESCRIPTION
 DK4652
 DK4652'DESCRIBED BY PSOMAS AND ASSOCIATES 2006
 DK4652'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTHWEST OF COOLIDGE, 8.2
 DK4652'MI (13.2 KM) EAST-SOUTHEAST OF CASA GRANDE AND 7.6 MI (12.2 KM)
 DK4652'NORTH-NORTHWEST OF ELOY IN SECTION 33, T. 6 S., R. 7 E., GILA AND SALT
 DK4652'RIVER MERIDIAN.
 DK4652' 
 DK4652'TO REACH STATION FROM THE INTERSECTION OF SUNSHINE BOULEVARD AND
 DK4652'INTERSTATE 10, HEAD NORTH ON SUNSHINE BOULEVARD 1 MI (1.6 KM) TO STATE
 DK4652'HIGHWAY 84.  TURN LEFT AND HEAD NORTHWEST ON STATE HIGHWAY 84 FOR 1.2
 DK4652'MI (1.9 KM) TO ELEVEN MILE CORNER ROAD.  TURN RIGHT AND HEAD NORTH ON
 DK4652'ELEVEN MILE CORNER ROAD FOR 6.1 MI (9.8 KM) TO SELMA HIGHWAY.  TURN
 DK4652'LEFT AND GO WEST ON SELMA HIGHWAY 3 MI (4.8 KM) TO SIGNAL PEAK ROAD.
 DK4652'THE STATION IS ON THE NORTHWEST CORNER OF THE INTERSECTION OF SELMA
 DK4652'HIGHWAY AND SIGNAL PEAK ROAD.  THE STATION IS 60 FT (18 M) NORTH OF
 DK4652'THE CENTERLINE OF SELMA HIGHWAY, 28 FT (8.5 M) WEST OF THE CENTERLINE
 DK4652'OF SIGNAL PEAK ROAD, 15 FT (4.6 M) EAST OF AN IRRIGATION CHANNEL, 25
 DK4652'FT (7.6 M) SOUTHEAST OF A POWER POLE, 31.6 FT (9.6 M) EAST OF AN
 DK4652'IRRIGATION VALVE, AND 47.2 FT (14.4 M) NORTHEAST OF A POWER POLE.  THE
 DK4652'STATION IS A BRASS DISK SET IN CONCRETE MARKED 'CITY OF ELOY CONTROL
 DK4652'POINT'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0459 ***********************************************************************
 ER0459  DESIGNATION -  CORONADO GENERATING STA STACK
 ER0459  PID         -  ER0459
 ER0459  STATE/COUNTY-  AZ/APACHE
 ER0459  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0459
 ER0459                         *CURRENT SURVEY CONTROL
 ER0459  ___________________________________________________________________
 ER0459* NAD 83(1992)-  34 34 39.83459(N)    109 16 20.36423(W)     ADJUSTED  
 ER0459* NAVD 88     -              **(meters)            **(feet)            
 ER0459  ___________________________________________________________________
 ER0459  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 ER0459  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 ER0459  HORZ ORDER  -  THIRD
 ER0459
 ER0459.The horizontal coordinates were established by classical geodetic methods
 ER0459.and adjusted by the National Geodetic Survey in August 1993.
 ER0459
 ER0459
 ER0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0459
 ER0459.The geoid height was determined by GEOID03.
 ER0459
 ER0459;                    North         East     Units Scale Factor Converg.
 ER0459;SPC AZ E     -   397,097.313   295,413.147   MT  0.99998296   +0 30 27.3
 ER0459;SPC AZ E     - 1,302,812.71    969,203.24   iFT  0.99998296   +0 30 27.3
 ER0459;UTM  12      - 3,827,572.924   658,467.577   MT  0.99990953   +0 58 50.5
 ER0459
 ER0459                          SUPERSEDED SURVEY CONTROL
 ER0459
 ER0459  NAD 83(1986)-  34 34 39.83513(N)    109 16 20.37410(W) AD(       ) 4
 ER0459  NAD 27      -  34 34 39.69835(N)    109 16 18.00407(W) AD(       ) 3
 ER0459
 ER0459.Superseded values are not recommended for survey control.
 ER0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0459.See file dsdata.txt to determine how the superseded data were derived.
 ER0459
 ER0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5846827573(NAD 83)
 ER0459_MARKER: 63 = STACK
 ER0459
 ER0459  HISTORY     - Date     Condition        Report By
 ER0459  HISTORY     - 1979     FIRST OBSERVED   AZDT
 ER0459
 ER0459                          STATION DESCRIPTION
 ER0459
 ER0459'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0459'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH EAST OF ST. JOHNS.
 ER0459'
 ER0459'THE STATION IS THE CENTER OF THE CONCRETE STACK AT THE CORONA4O
 ER0459'GENERATING STATION.  THE STACK IS 500.5 FEET TALL AND 48 FT. 1.5
 ER0459'INCHES IN DIAMETER.  HORIZONTAL MEASUREMENTS WERE MADE 6ROM ST1T9ONS
 ER0459'ZUNI AND SALT.
 ER0459'
 ER0459'TO REACH THE STATION FROM THE JUNCTION OF US HWY. 666-180 AND STATE
 ER0459'HWY. 61 IN ST. JOHNS, TRAVEL NORTH ON HWY. 666 FOR 5 M9L5S TO 1 P1V54
 ER0459'ROAD ON THE RIGHT, TURN RIGHT AND GO 3.7 MILES TO THE CORON14O
 ER0459'GENERATING PLANT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0600 ***********************************************************************
 GP0600  DESIGNATION -  CORRAL
 GP0600  PID         -  GP0600
 GP0600  STATE/COUNTY-  AZ/COCONINO
 GP0600  USGS QUAD   -  BUFFALO RANCH (1988)
 GP0600
 GP0600                         *CURRENT SURVEY CONTROL
 GP0600  ___________________________________________________________________
 GP0600* NAD 83(1992)-  36 27 28.87568(N)    111 58 37.38655(W)     ADJUSTED  
 GP0600* NAVD 88     -      1752.2    (meters)    5749.     (feet)  VERTCON   
 GP0600  ___________________________________________________________________
 GP0600  LAPLACE CORR-         -10.06  (seconds)                    DEFLEC99
 GP0600  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 GP0600  HORZ ORDER  -  FIRST
 GP0600
 GP0600.The horizontal coordinates were established by classical geodetic methods
 GP0600.and adjusted by the National Geodetic Survey in August 1993.
 GP0600
 GP0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0600
 GP0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0600
 GP0600.The geoid height was determined by GEOID03.
 GP0600
 GP0600;                    North         East     Units Scale Factor Converg.
 GP0600;SPC AZ C     -   605,333.005   207,947.650   MT  0.99990036   -0 02 09.2
 GP0600;SPC AZ C     - 1,986,000.67    682,242.95   iFT  0.99990036   -0 02 09.2
 GP0600;UTM  12      - 4,035,195.231   412,451.399   MT  0.99969443   -0 34 50.3
 GP0600
 GP0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0600!SPC AZ C     -   0.99972858  x   0.99990036  =   0.99962897
 GP0600!UTM  12      -   0.99972858  x   0.99969443  =   0.99942309
 GP0600
 GP0600|---------------------------------------------------------------------|
 GP0600| PID    Reference Object                     Distance      Geod. Az  |
 GP0600|                                                           dddmmss.s |
 GP0600| CH2972 CORRAL RM 2                          14.650 METERS 08330     |
 GP0600| CH2973 CORRAL RM 3 AZIMUTH                                3392000.9 |
 GP0600| CH2971 CORRAL RM 1                          15.013 METERS 35853     |
 GP0600|---------------------------------------------------------------------|
 GP0600
 GP0600                          SUPERSEDED SURVEY CONTROL
 GP0600
 GP0600  NAD 83(1986)-  36 27 28.87455(N)    111 58 37.38189(W) AD(       ) 1
 GP0600  NAD 27      -  36 27 28.92900(N)    111 58 34.76400(W) AD(       ) 1
 GP0600  NGVD 29 (05/08/89) 1751.2    (m)         5745.     (f) VERT ANG    3  
 GP0600
 GP0600.Superseded values are not recommended for survey control.
 GP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0600.See file dsdata.txt to determine how the superseded data were derived.
 GP0600
 GP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1245135195(NAD 83)
 GP0600_MARKER: DS = TRIANGULATION STATION DISK
 GP0600_SETTING: 80 = SET IN A BOULDER
 GP0600_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0600
 GP0600  HISTORY     - Date     Condition        Report By
 GP0600  HISTORY     - 1934     MONUMENTED       CGS
 GP0600  HISTORY     - 1952     GOOD             CGS
 GP0600  HISTORY     - 1953     GOOD             LOCENG
 GP0600  HISTORY     - 1956     GOOD             USGS
 GP0600
 GP0600                          STATION DESCRIPTION
 GP0600
 GP0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0600'APPROXIMATELY 15 MILES AIRLINE SOUTH BY EAST OF HOUSE ROCK,
 GP0600'ABOUT 6.0 MILES AIRLINE WEST OF COLORADO RIVER, ON THE MESA
 GP0600'LYING ABOUT 5 MILES EAST OF THE EAST EDGE OF KAIBAB PLATEAU,
 GP0600'AND 8.2 MILES SOUTH BY ROAD FROM CANE SPRINGS RANCH BUILDINGS,
 GP0600'24 FEET EAST OF DIRT ROAD RUNNING SOUTH TO SOUTH CANYON.
 GP0600'
 GP0600'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY TAKING THE DIRT
 GP0600'ROAD LEADING SOUTHEASTERLY TO CANE SPRINGS FOR 3.6 MILES TO
 GP0600'SIGN ON LEFT, TURN RIGHT AND FOLLOW ROAD SOUTHERLY 9.8 MILES
 GP0600'TO CANE SPRINGS RANCH BUILDINGS, CONTINUE SOUTH ON SOUTH
 GP0600'CANYON ROAD FOR 8.2 MILES TO STATION.
 GP0600'
 GP0600'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES 0.4 MILE NORTH-NORTHEAST
 GP0600'JUST SOUTH BELOW TOP OF RIDGE, AND 75 YARDS WEST OF ROAD IN ROCK
 GP0600'OUTCROP.
 GP0600'
 GP0600'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0600'THERE IS NO UNDERGROUND MARK.
 GP0600
 GP0600                          STATION RECOVERY (1952)
 GP0600
 GP0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GP0600'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 GP0600'CONDITION AS ORIGINALLY DESCRIBED.  THE ORIGINAL DESCRIPTION
 GP0600'IS ADEQUATE TO REACH THE STATION.
 GP0600
 GP0600                          STATION RECOVERY (1953)
 GP0600
 GP0600'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (GCS)
 GP0600'RECOVERED BY FAIRCHILD AER. SUR.
 GP0600'
 GP0600'RECOVERED STATION MARK IN GOOD CONDITON.  DID NOT FIND EITHER
 GP0600'REFERENCE MARK 1 OR 2.  PUBLISHED DESCRIPTION IS ADEQUATE.
 GP0600
 GP0600                          STATION RECOVERY (1956)
 GP0600
 GP0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2218 ***********************************************************************
 DV2218  DESIGNATION -  CORRAL
 DV2218  PID         -  DV2218
 DV2218  STATE/COUNTY-  AZ/MARICOPA
 DV2218  USGS QUAD   -  OUTLAW HILL (1990)
 DV2218
 DV2218                         *CURRENT SURVEY CONTROL
 DV2218  ___________________________________________________________________
 DV2218* NAD 83(1992)-  33 59 57.72625(N)    112 56 37.25211(W)     ADJUSTED  
 DV2218* NAVD 88     -       744.07   (+/-2cm)    2441.2    (feet)  VERTCON   
 DV2218  ___________________________________________________________________
 DV2218  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DV2218  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DV2218  HORZ ORDER  -  FIRST
 DV2218  VERT ORDER  -  THIRD ? (See Below)
 DV2218
 DV2218.The horizontal coordinates were established by classical geodetic methods
 DV2218.and adjusted by the National Geodetic Survey in August 1993.
 DV2218
 DV2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2218.The vertical order pertains to the NGVD 29 superseded value.
 DV2218
 DV2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2218
 DV2218.The geoid height was determined by GEOID03.
 DV2218
 DV2218;                    North         East     Units Scale Factor Converg.
 DV2218;SPC AZ C     -   333,059.300   118,486.354   MT  1.00001092   -0 34 27.6
 DV2218;SPC AZ C     - 1,092,714.24    388,734.76   iFT  1.00001092   -0 34 27.6
 DV2218;UTM  12      - 3,763,788.942   320,490.927   MT  0.99999724   -1 05 13.8
 DV2218
 DV2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2218!SPC AZ C     -   0.99988785  x   1.00001092  =   0.99989877
 DV2218!UTM  12      -   0.99988785  x   0.99999724  =   0.99988509
 DV2218
 DV2218:                Primary Azimuth Mark                     Grid Az
 DV2218:SPC AZ C     -  PACK                                     086 26 14.4
 DV2218:UTM  12      -  PACK                                     086 57 00.6
 DV2218
 DV2218|---------------------------------------------------------------------|
 DV2218| PID    Reference Object                     Distance      Geod. Az  |
 DV2218|                                                           dddmmss.s |
 DV2218| ET0968 PACK                                APPROX.10.0 KM 0855146.8 |
 DV2218| DV2219 CORRAL RM 1                          18.317 METERS 13807     |
 DV2218| CH5010 CORRAL RM 2                          17.370 METERS 22836     |
 DV2218| DV1879 THOMPSON MONUMENT 4                 APPROX.11.6 KM 2702113.5 |
 DV2218| DV2220 BOUNDARY COR 6 MARICOPA YAVAPAI CNT 420.549 METERS 2781154.9 |
 DV2218|---------------------------------------------------------------------|
 DV2218
 DV2218                          SUPERSEDED SURVEY CONTROL
 DV2218
 DV2218  NAD 83(1986)-  33 59 57.72532(N)    112 56 37.25418(W) AD(       ) 1
 DV2218  NAD 27      -  33 59 57.62300(N)    112 56 34.60000(W) AD(       ) 1
 DV2218  NGVD 29 (11/27/91)  743.37   (m)         2438.9    (f) LEVELING    3  
 DV2218
 DV2218.Superseded values are not recommended for survey control.
 DV2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2218.See file dsdata.txt to determine how the superseded data were derived.
 DV2218
 DV2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2049163789(NAD 83)
 DV2218_MARKER: DS = TRIANGULATION STATION DISK
 DV2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2218+STABILITY: SURFACE MOTION
 DV2218
 DV2218  HISTORY     - Date     Condition        Report By
 DV2218  HISTORY     - 1924     MONUMENTED       CGS
 DV2218  HISTORY     - 1974     GOOD             DMA
 DV2218  HISTORY     - 1980     GOOD             AZDT
 DV2218  HISTORY     - 1984     GOOD             AZDT
 DV2218
 DV2218                          STATION DESCRIPTION
 DV2218
 DV2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2218'ABOUT 12 MILES WEST AND 2 MILES NORTH OF WICKENBURG, 2 MILES
 DV2218'WEST OF DIVIDE, ONE-FOURTH MILE NORTH OF THE TRACK AT A POINT
 DV2218'ONE-HALF MILE WEST OF MILEBOARD 8 AND IN THOMPSONS BRUSHED
 DV2218'LINE.  STATION IS ON A GREASEWOOD AND GALLETTA FLAT, ABOUT 200
 DV2218'PACES SOUTHEAST OF AN OLD CORRAL MADE OF RAILROAD TIES.  MARKED
 DV2218'BY STANDARD BRONZE DISKS.
 DV2218
 DV2218                          STATION RECOVERY (1974)
 DV2218
 DV2218'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 DV2218'DUE TO THE ADDITION OF REFERENCE MARKS BY DMATC DURING THE BASE LINE
 DV2218'SURVEYS, A NEW DESCRIPTION FOLLOWS.
 DV2218'
 DV2218'THE STATION IS LOCATED ABOUT 11 MILES, AIRLINE, WEST OF WICKENBURG,
 DV2218'2 MILES WEST OF STATION DIVIDE, AND 0.4 MILE NORTH OF THE SANTA FE
 DV2218'RAILROAD TRACKS.
 DV2218'
 DV2218'TO REACH FROM THE SANTA FE RAILROAD OVERPASS IN WICKENBURG, GO
 DV2218'WESTERLY ON U.S. HIGHWAY 60 FOR 9.6 MILES TO A ROAD RIGHT, TURN
 DV2218'RIGHT AND CROSSING CATTLEGUARD, GO NORTH FOR 4.2 MILES TO A GATE,
 DV2218'CROSSING RAILROAD TRACKS, TO A GATE ON THE NORTH SIDE OF THE
 DV2218'TRACKS, PASS THRU GATE FOR ABOUT 75 FEET AND TAKE ROAD TO LEFT
 DV2218'PARALLEL TO THE TRACKS AND GO WEST FOR 1.2 MILES TO A GATE, PASS
 DV2218'THRU GATE AND GO WEST FOR 0.95 MILE TO A DIM TRACK RIGHT, TURN
 DV2218'RIGHT AND GO NORTH CROSS COUNTRY FOR 0.3 MILE TO THE STATION SITE.
 DV2218'
 DV2218'THE STATION MARK IS A STANDARD USC AND GS TRIANGULATION DISK
 DV2218'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 0.1 FOOT ABOVE
 DV2218'THE GROUND, AND LOCATED 6.3 FEET NORTH-NORTHWEST OF A METAL WITNESS
 DV2218'POST AND SIGN.
 DV2218'
 DV2218'REFERENCE MARK 1 IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 DV2218'A ROUND CONCRETE POST, 1 FOOT IN DIAMETER, AND PROJECTING 0.8 FOOT
 DV2218'ABOVE THE GROUND.  IT IS STAMPED--CORRAL RM 1 TOPO. CENTER 1974 AND
 DV2218'LOCATED 60.102 FEET SOUTHEAST OF THE STATION.
 DV2218'
 DV2218'REFERENCE MARK 2 IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 DV2218'A ROUND CONCRETE POST, 1 FOOT IN DIAMETER, AND PROJECTING 0.8 FOOT
 DV2218'ABOVE THE GROUND.  IT IS STAMPED--CORRAL RM 2 TOPO. CENTER 1974 AND
 DV2218'LOCATED 56.978 FEET SOUTHWEST OF THE STATION.
 DV2218'
 DV2218'NO AZIMUTH MARK WAS ESTABLISHED DUE TO LIMITED VISIBILITY FROM NORMAL
 DV2218'INSTRUMENT HEIGHT WHICH IS RESTRICTED BY VEGETATION.
 DV2218
 DV2218                          STATION RECOVERY (1980)
 DV2218
 DV2218'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2218'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1924, THE DEFENCE
 DV2218'MAPPING AGENCY ESTABLISHED REFERENCE MARKS 1 AND 2 IN 1974, THE MARKS
 DV2218'ARE SET IN CONCRETE POSTS AND WERE FOUND IN GOOD CONDITION.  A NEW
 DV2218'ROUTE TO THE STATION FOLLOWS.
 DV2218'
 DV2218'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 93 IN
 DV2218'WICKENBURG, TRAVEL WEST ALONG U.S. 60 FOR 10.05 MILES TO A ROAD ON THE
 DV2218'RIGHT.  TURN RIGHT AND TRAVEL 4.35 MILES TO RAILROAD TRACKS AND A GATE
 DV2218'ON THE FAR SIDE OF TRACKS.  PASS THROUGH GATE AND TURN LEFT ALONG A
 DV2218'TRACK ROAD FOR 2.3 MILES TO DIM TRACKS ON THE RIGHT.  TURN SHARP RIGHT
 DV2218'FOR 0.25 MILE TO THE STATION.
 DV2218
 DV2218                          STATION RECOVERY (1984)
 DV2218
 DV2218'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DV2218'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED IN 1980 BY
 DV2218'THE ARIZONA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0681 ***********************************************************************
 ER0681  DESIGNATION -  CORRAL
 ER0681  PID         -  ER0681
 ER0681  STATE/COUNTY-  AZ/APACHE
 ER0681  USGS QUAD   -  WILD COW LAKE (1978)
 ER0681
 ER0681                         *CURRENT SURVEY CONTROL
 ER0681  ___________________________________________________________________
 ER0681* NAD 83(1992)-  34 57 48.47777(N)    109 13 41.36602(W)     ADJUSTED  
 ER0681* NAVD 88     -      1922.75   (+/-2cm)    6308.2    (feet)  VERTCON   
 ER0681  ___________________________________________________________________
 ER0681  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 ER0681  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 ER0681  HORZ ORDER  -  SECOND
 ER0681  VERT ORDER  -  THIRD ? (See Below)
 ER0681
 ER0681.The horizontal coordinates were established by classical geodetic methods
 ER0681.and adjusted by the National Geodetic Survey in August 1993.
 ER0681
 ER0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0681.The vertical order pertains to the NGVD 29 superseded value.
 ER0681
 ER0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0681
 ER0681.The geoid height was determined by GEOID03.
 ER0681
 ER0681;                    North         East     Units Scale Factor Converg.
 ER0681;SPC AZ E     -   439,923.803   299,065.627   MT  0.99999050   +0 32 16.3
 ER0681;SPC AZ E     - 1,443,319.56    981,186.44   iFT  0.99999050   +0 32 16.3
 ER0681;UTM  12      - 3,870,425.216   661,764.340   MT  0.99992251   +1 00 56.1
 ER0681
 ER0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0681!SPC AZ E     -   0.99970188  x   0.99999050  =   0.99969238
 ER0681!UTM  12      -   0.99970188  x   0.99992251  =   0.99962441
 ER0681
 ER0681|---------------------------------------------------------------------|
 ER0681| PID    Reference Object                     Distance      Geod. Az  |
 ER0681|                                                           dddmmss.s |
 ER0681| CS5170 CORRAL RM 1                           9.999 METERS 00702     |
 ER0681| CS5171 CORRAL RM 2                          10.085 METERS 18707     |
 ER0681|---------------------------------------------------------------------|
 ER0681
 ER0681                          SUPERSEDED SURVEY CONTROL
 ER0681
 ER0681  NAD 83(1986)-  34 57 48.46946(N)    109 13 41.36951(W) AD(       ) 2
 ER0681  NGVD 29 (01/29/91) 1921.79   (m)         6305.1    (f) LEVELING    3  
 ER0681
 ER0681.Superseded values are not recommended for survey control.
 ER0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0681.See file dsdata.txt to determine how the superseded data were derived.
 ER0681
 ER0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6176470425(NAD 83)
 ER0681_MARKER: DS = TRIANGULATION STATION DISK
 ER0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0681+STABILITY: SURFACE MOTION
 ER0681
 ER0681  HISTORY     - Date     Condition        Report By
 ER0681  HISTORY     - 1982     MONUMENTED       AZDT
 ER0681
 ER0681                          STATION DESCRIPTION
 ER0681
 ER0681'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0681'THE STATION IS LOCATED 19 MILES SOUTHEAST OF SANDERS ALONG U.S.
 ER0681'HIGHWAY 666.  IT IS 7 FEET HIGHER THAN THE HIGHWAY.
 ER0681'
 ER0681'THE STATION MARK IS AN AZDT DISK STAMPED---CORRAL 1982---SET IN TOP OF
 ER0681'A 10 INCH CONCRETE MONUMENT 72 FEET WEST OF THE HIGHWAY AND 4 FEET
 ER0681'SOUTHEAST OF THE WITNESS POST.
 ER0681'
 ER0681'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CORRAL RM 1 1982---SET IN
 ER0681'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0681'
 ER0681'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CORRAL RM 1 1982---SET IN
 ER0681'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0681'
 ER0681'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH
 ER0681'FOR 0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.
 ER0681'TRAVEL SOUTH ALONG U.S. 666 FOR 20.6 MILES TO THE STATION ON THE
 ER0681'RIGHT AT A LARGE CORRAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0473 ***********************************************************************
 ER0473  DESIGNATION -  CORREJO
 ER0473  PID         -  ER0473
 ER0473  STATE/COUNTY-  AZ/APACHE
 ER0473  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0473
 ER0473                         *CURRENT SURVEY CONTROL
 ER0473  ___________________________________________________________________
 ER0473* NAD 83(1992)-  34 05 06.12144(N)    109 12 20.70936(W)     ADJUSTED  
 ER0473* NAVD 88     -      2331.1    (meters)    7648.     (feet)  VERTCON   
 ER0473  ___________________________________________________________________
 ER0473  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 ER0473  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 ER0473  HORZ ORDER  -  SECOND
 ER0473
 ER0473.The horizontal coordinates were established by classical geodetic methods
 ER0473.and adjusted by the National Geodetic Survey in August 1993.
 ER0473
 ER0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0473
 ER0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0473
 ER0473.The geoid height was determined by GEOID03.
 ER0473
 ER0473;                    North         East     Units Scale Factor Converg.
 ER0473;SPC AZ E     -   342,501.878   302,037.976   MT  0.99999691   +0 32 18.8
 ER0473;SPC AZ E     - 1,123,693.83    990,938.24   iFT  0.99999691   +0 32 18.8
 ER0473;UTM  12      - 3,773,037.304   665,539.715   MT  0.99993781   +1 00 20.8
 ER0473
 ER0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0473!SPC AZ E     -   0.99963770  x   0.99999691  =   0.99963461
 ER0473!UTM  12      -   0.99963770  x   0.99993781  =   0.99957553
 ER0473
 ER0473|---------------------------------------------------------------------|
 ER0473| PID    Reference Object                     Distance      Geod. Az  |
 ER0473|                                                           dddmmss.s |
 ER0473| CD2708 CORREJO RM 1                          7.999 METERS 15833     |
 ER0473| ER0472 NELSON                              APPROX. 4.5 KM 1623302.1 |
 ER0473| CD2709 CORREJO RM 2                          7.370 METERS 25646     |
 ER0473|---------------------------------------------------------------------|
 ER0473
 ER0473                          SUPERSEDED SURVEY CONTROL
 ER0473
 ER0473  NAD 83(1986)-  34 05 06.12034(N)    109 12 20.71509(W) AD(       ) 2
 ER0473  NAD 27      -  34 05 05.94889(N)    109 12 18.41393(W) AD(       ) 2
 ER0473  NGVD 29 (07/19/86) 2330.1    (m)         7645.     (f) VERT ANG    3  
 ER0473
 ER0473.Superseded values are not recommended for survey control.
 ER0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0473.See file dsdata.txt to determine how the superseded data were derived.
 ER0473
 ER0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6554073037(NAD 83)
 ER0473_MARKER: DD = SURVEY DISK
 ER0473_SETTING: 66 = SET IN ROCK OUTCROP
 ER0473_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0473+STABILITY: POSITION/ELEVATION WELL
 ER0473
 ER0473  HISTORY     - Date     Condition        Report By
 ER0473  HISTORY     - 1978     MONUMENTED       AZDT
 ER0473
 ER0473                          STATION DESCRIPTION
 ER0473
 ER0473'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0473'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF SPRINGERVILLE ALONG
 ER0473'U.S. HWY. 180-666 ON HIGHEST POINT ON NOSE OF A MESA.
 ER0473'
 ER0473'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CORREJO 1978
 ER0473'AND IS EPOXIED INTO A DRILL HOLE IN A ROCK MARKED WITH A WITNESS
 ER0473'POST AND SIGN 6.7 FEET TO WEST SOUTHWEST.
 ER0473'
 ER0473'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CORREJO
 ER0473'RM 2 1978 AND EPOXIED TO A ROCK.
 ER0473'
 ER0473'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CORREJO
 ER0473'RM 1 1978 AND IS EPOXIED TO A ROCK.
 ER0473'
 ER0473'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND
 ER0473'180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 ER0473'U.S. HWY. 180-666, 5.9 MILES TO MILE POST 406.55 AND A TRAIL TO THE
 ER0473'RIGHT, TURN RIGHT AND GO 0.2 MILE TO A GATE, PASS THROUGH GATE AND
 ER0473'GO 0.05 MILE TO DIM TRACKS ON THE LEFT, TURN LEFT AND FOLLOW DIM
 ER0473'TRACKS FOR 0.25 MILE TO A LOW SADDLE AND END OF TRUCK TRAVEL.
 ER0473'PACK SOUTHWEST TO HIGHEST POINT ON NOSE OF MESA AND THE STATION.
 ER0473'A 10 MINUTE PACK.
 ER0473'
 ER0473'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1079 ***********************************************************************
 ET1079  DESIGNATION -  CORRIGAN
 ET1079  PID         -  ET1079
 ET1079  STATE/COUNTY-  AZ/LA PAZ
 ET1079  USGS QUAD   -  SWANSEA (1990)
 ET1079
 ET1079                         *CURRENT SURVEY CONTROL
 ET1079  ___________________________________________________________________
 ET1079* NAD 83(1992)-  34 09 51.20541(N)    113 48 43.09935(W)     ADJUSTED  
 ET1079* NAVD 88     -       730.7    (meters)    2397.     (feet)  VERTCON   
 ET1079  ___________________________________________________________________
 ET1079  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 ET1079  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 ET1079  HORZ ORDER  -  SECOND
 ET1079
 ET1079.The horizontal coordinates were established by classical geodetic methods
 ET1079.and adjusted by the National Geodetic Survey in August 1993.
 ET1079
 ET1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1079
 ET1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1079
 ET1079.The geoid height was determined by GEOID03.
 ET1079
 ET1079;                    North         East     Units Scale Factor Converg.
 ET1079;SPC AZ W     -   350,881.792   207,646.148   MT  0.99993374   -0 02 05.3
 ET1079;SPC AZ W     - 1,151,186.98    681,253.77   iFT  0.99993374   -0 02 05.3
 ET1079;UTM  12      - 3,783,938.842   240,782.538   MT  1.00042837   -1 34 48.0
 ET1079
 ET1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1079!SPC AZ W     -   0.99989009  x   0.99993374  =   0.99982384
 ET1079!UTM  12      -   0.99989009  x   1.00042837  =   1.00031842
 ET1079
 ET1079|---------------------------------------------------------------------|
 ET1079| PID    Reference Object                     Distance      Geod. Az  |
 ET1079|                                                           dddmmss.s |
 ET1079| CH2975 CORRIGAN RM 1                         6.822 METERS 11255     |
 ET1079| CH2974 CORRIGAN AZ MK                                     2814703.4 |
 ET1079| CH2976 CORRIGAN RM 2                         7.425 METERS 32729     |
 ET1079|---------------------------------------------------------------------|
 ET1079
 ET1079                          SUPERSEDED SURVEY CONTROL
 ET1079
 ET1079  NAD 83(1986)-  34 09 51.20365(N)    113 48 43.10710(W) AD(       ) 2
 ET1079  NAD 27      -  34 09 51.13300(N)    113 48 40.33200(W) AD(       ) 2
 ET1079  NGVD 29 (07/19/86)  730.0    (m)         2395.     (f) VERT ANG    3  
 ET1079
 ET1079.Superseded values are not recommended for survey control.
 ET1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1079.See file dsdata.txt to determine how the superseded data were derived.
 ET1079
 ET1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4078383939(NAD 83)
 ET1079_MARKER: DS = TRIANGULATION STATION DISK
 ET1079_SETTING: 66 = SET IN ROCK OUTCROP
 ET1079
 ET1079  HISTORY     - Date     Condition        Report By
 ET1079  HISTORY     - 1948     MONUMENTED       CGS
 ET1079  HISTORY     - 1955     GOOD             CGS
 ET1079  HISTORY     - 1967     GOOD             AMS
 ET1079
 ET1079                          STATION DESCRIPTION
 ET1079
 ET1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1079'THE STATION IS LOCATED ON A DARK REDDISH ROCK BUTTE.  THE PEAK
 ET1079'IS THE HIGHEST IN THE VICINITY AND EASY TO IDENTIFY.  IT
 ET1079'SLOPES STEEPLY TO THE SOUTH AND ON THE NORTH IT IS A SHEER
 ET1079'CLIFF.  LOCATED ABOUT 28 MILES NORTHEAST OF PARKER, ABOUT 15.5
 ET1079'MILES AIR LINE SOUTHWEST OF ALAMO CROSSING, ABOUT 2 MILES AIR
 ET1079'LINE SOUTHEAST OF SWANSEA MINES, AND IS LOCALLY KNOWN AS
 ET1079'CORRIGAN PEAK.  THE STATION IS ON THE HIGHEST POINT, 15 FEET
 ET1079'SOUTH OF A 200 FOOT VERTICAL CLIFF, 4 FEET EAST OF THE WEST
 ET1079'RIM, 3 FEET NORTH OF THE SOUTH RIM, FLUSH, AND IS STAMPED,
 ET1079'CORRIGAN 1948.
 ET1079'
 ET1079'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN
 ET1079'THE STATION, ON THE NORTH RIM, FLUSH, AND IS STAMPED, CORRIGAN
 ET1079'NO 1 1948.
 ET1079'
 ET1079'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN
 ET1079'THE STATION, 6 FEET SOUTH OF THE NORTH RIM, 5 FEET NORTH
 ET1079'OF THE SOUTHWEST RIM, FLUSH, AND IS STAMPED, CORRIGAN NO
 ET1079'2 1948.
 ET1079'
 ET1079'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 41
 ET1079'PACES WEST OF (BEFORE REACHING) THE SWANSEA MINES, 9 FEET
 ET1079'SOUTH OF THE CENTER LINE OF BLADED ROAD, SET IN THE SOUTH
 ET1079'ABUTMENT OF A CONCRETE CULVERT, PROJECTS 8 INCHES, AND IS
 ET1079'STAMPED, CORRIGAN 1948.
 ET1079'
 ET1079'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 95 IN BOUSE.
 ET1079'GO EAST AND NORTH ON BLADED ROAD FOR 13.4 MILES TO A FORK.
 ET1079'TAKE THE LEFT FORK AND GO 0.4 MILE TO CROSSROAD AT POWER LINE.
 ET1079'CONTINUE STRAIGHT AHEAD FOR 5.2 MILES TO SIGN PLANET RANCH
 ET1079'AND FORK.  TAKE THE RIGHT FORK AND GO 7.4 MILES TO ENTRANCE
 ET1079'TO THE SWANSEA MINES AND AZIMUTH MARK AS DESCRIBED ABOVE.
 ET1079'CONTINUE 0.1 MILE TO OFFICE BUILDING OF DESERTED MINE AND ARROW
 ET1079'DENOTING CONTINUENCE OF ROAD.  TURN LEFT AS PER ARROW SIGN,
 ET1079'AND GO 0.5 MILE TO THE BOTTOM OF HILL AND WASH.  TAKE THE
 ET1079'LEFT FORK ALONG POLE LINE AND THEN UP A DRAW FOR 2.45 MILES
 ET1079'TO A POINT WHERE THE ROAD LEAVES THE WASH.  CONTINUE 0.2
 ET1079'MILE TO TOP OF GRADE.  AT THIS POINT TURN LEFT (N) LEAVING
 ET1079'ROAD, AND PICK WAY ALONG SERIES OF RIDGES TOWARD STATION
 ET1079'PEAK, FOLLOW THESE RIDGES FOR APPROXIMATELY 1.8 MILE TO THE
 ET1079'BASE OF BLACK BUTTE AND THE END OF TRUCK TRAVEL.  PACK
 ET1079'NORTHEAST THEN NORTH TO THE HIGHEST POINT AND STATION.  A
 ET1079'30 MINUTE PACK.  WITH A TWO WHEEL DRIVE VEHICLE
 ET1079'APPROXIMATELY 1 HOUR PACK.
 ET1079
 ET1079                          STATION RECOVERY (1955)
 ET1079
 ET1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1079'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK
 ET1079'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION FOR REACHING
 ET1079'THE SWANSEA MINE IS GOOD.  FROM HERE ON THE ROADS ARE PASSABLE
 ET1079'BY FOUR-WHEEL DRIVE VEHICLE ONLY.
 ET1079
 ET1079                          STATION RECOVERY (1967)
 ET1079
 ET1079'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMW)
 ET1079'STATION RECOVERED IN GOOD CONDITION.  R.M. 1 R.M. 2 AND
 ET1079'AZ. MK. ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0855 ***********************************************************************
 CZ0855  DESIGNATION -  CORTARO
 CZ0855  PID         -  CZ0855
 CZ0855  STATE/COUNTY-  AZ/PIMA
 CZ0855  USGS QUAD   -  JAYNES (1992)
 CZ0855
 CZ0855                         *CURRENT SURVEY CONTROL
 CZ0855  ___________________________________________________________________
 CZ0855* NAD 83(1992)-  32 22 02.47541(N)    111 05 53.32435(W)     ADJUSTED  
 CZ0855* NAVD 88     -       651.922  (meters)    2138.85   (feet)  ADJUSTED  
 CZ0855  ___________________________________________________________________
 CZ0855  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 CZ0855  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0855  DYNAMIC HT  -         651.048 (meters)    2135.98  (feet)  COMP
 CZ0855  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 CZ0855
 CZ0855  HORZ ORDER  -  FIRST
 CZ0855  VERT ORDER  -  FIRST     CLASS II
 CZ0855
 CZ0855.The horizontal coordinates were established by classical geodetic methods
 CZ0855.and adjusted by the National Geodetic Survey in August 1993.
 CZ0855
 CZ0855.The orthometric height was determined by differential leveling
 CZ0855.and adjusted in June 1991.
 CZ0855
 CZ0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0855
 CZ0855.The geoid height was determined by GEOID03.
 CZ0855
 CZ0855.The dynamic height is computed by dividing the NAVD 88
 CZ0855.geopotential number by the normal gravity value computed on the
 CZ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0855.degrees latitude (g = 980.6199 gals.).
 CZ0855
 CZ0855.The modeled gravity was interpolated from observed gravity values.
 CZ0855
 CZ0855;                    North         East     Units Scale Factor Converg.
 CZ0855;SPC AZ C     -   151,893.440   290,388.080   MT  0.99997314   +0 26 17.6
 CZ0855;SPC AZ C     -   498,338.06    952,716.80   iFT  0.99997314   +0 26 17.6
 CZ0855;UTM  12      - 3,581,159.560   490,766.769   MT  0.99960105   -0 03 09.2
 CZ0855
 CZ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0855!SPC AZ C     -   0.99990225  x   0.99997314  =   0.99987540
 CZ0855!UTM  12      -   0.99990225  x   0.99960105  =   0.99950334
 CZ0855
 CZ0855|---------------------------------------------------------------------|
 CZ0855| PID    Reference Object                     Distance      Geod. Az  |
 CZ0855|                                                           dddmmss.s |
 CZ0855| CZ1425 CORTARO RM 3                         20.883 METERS 04851     |
 CZ0855| CZ0857 CORTARO RM 1                         20.927 METERS 05421     |
 CZ0855| CH5011 ROUTE 84 STA 284 143                               1332356.2 |
 CZ0855| CZ0856 CORTARO RM 2                         28.304 METERS 14126     |
 CZ0855| CZ1424 CORTARO RM 4                          8.098 METERS 22820     |
 CZ0855| CZ1959 CORTARO RAD STA KUAT MAST           APPROX. 0.6 KM 3552130.6 |
 CZ0855|---------------------------------------------------------------------|
 CZ0855
 CZ0855                          SUPERSEDED SURVEY CONTROL
 CZ0855
 CZ0855  NAD 83(1986)-  32 22 02.47244(N)    111 05 53.32077(W) AD(       ) 1
 CZ0855  NAD 27      -  32 22 02.20670(N)    111 05 50.97010(W) AD(       ) 1
 CZ0855  NGVD 29 (??/??/92)  651.266  (m)         2136.70   (f) ADJ UNCH    1 2
 CZ0855
 CZ0855.Superseded values are not recommended for survey control.
 CZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0855.See file dsdata.txt to determine how the superseded data were derived.
 CZ0855
 CZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9076781160(NAD 83)
 CZ0855_MARKER: DS = TRIANGULATION STATION DISK
 CZ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0855_STAMPING: CORTARO 1959
 CZ0855_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0855+STABILITY: SURFACE MOTION
 CZ0855
 CZ0855  HISTORY     - Date     Condition        Report By
 CZ0855  HISTORY     - 1960     MONUMENTED       CGS
 CZ0855  HISTORY     - 1960     GOOD             NGS
 CZ0855  HISTORY     - 1971     GOOD             AZHD
 CZ0855  HISTORY     - 1971     GOOD             NGS
 CZ0855  HISTORY     - 1975     GOOD             NGS
 CZ0855  HISTORY     - 1980     GOOD             NGS
 CZ0855  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ0855  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0855
 CZ0855                          STATION DESCRIPTION
 CZ0855
 CZ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0855'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF CORTARO AND 4-1/2
 CZ0855'MILES SOUTHEAST OF RILLITO, IN THE MEDIAN BETWEEN THE OPPOSITE
 CZ0855'LANES OF STATE HIGHWAY 84.
 CZ0855'
 CZ0855'REACHED FROM THE POST OFFICE IN CORTARO BY GOING NORTHWEST
 CZ0855'ON STATE HIGHWAY 84 FOR 1.1 MILE TO MILEPOST 231 AND THE
 CZ0855'STATION ON THE LEFT.
 CZ0855'
 CZ0855'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 CZ0855'ON HIGHWAY 84 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CZ0855'
 CZ0855'STATION MARKS ARE STANDARD DISKS, STAMPED CORTARO 1959.  THE
 CZ0855'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 CZ0855'POST PROJECTING 5 INCHES.  IT IS 112 FEET SOUTHWEST OF THE
 CZ0855'CENTERLINE OF THE NORTHWEST BOUND LANE OF STATE HIGHWAY
 CZ0855'84, 94 FEET NORTHEAST OF MILEPOST 231, 69 FEET SOUTHWEST OF
 CZ0855'A POWERLINE POLE WITH A TRIANGLE BLAZE ON THE NORTHEAST SIDE
 CZ0855'AND 50 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 CZ0855'BOUND LANE OF STATE HIGHWAY 84.
 CZ0855'
 CZ0855'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORTARO NO 1 1959,
 CZ0855'SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE POST PROJECTING
 CZ0855'7 INCHES.  IT IS 121 FEET NORTHEAST OF THE CENTERLINE OF
 CZ0855'THE SOUTHEAST BOUND LANE OF STATE HIGHWAY 84, 43 FEET SOUTHWEST
 CZ0855'OF THE CENTERLINE OF THE NORTHWEST BOUND LANE OF STATE HIGHWAY
 CZ0855'84 AND 1 FOOT SOUTHEAST OF THE POWERLINE POLE.
 CZ0855'
 CZ0855'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORTARO NO 2 1959,
 CZ0855'SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE POST PROJECTING 5
 CZ0855'INCHES.  IT IS 117 FEET SOUTHWEST OF THE NORTHWEST BOUND LANE
 CZ0855'OF STATE HIGHWAY 84, 114 FEET SOUTH OF THE POWERLINE POLE
 CZ0855'AND 47 FEET NORTHEAST OF THE SOUTHEAST BOUND LANE OF STATE
 CZ0855'HIGHWAY 84.
 CZ0855'
 CZ0855'284 143 IS AN ARIZONA HIGHWAY DEPARTMENT BENCH MARK DISK, STAMPED
 CZ0855'284 143 1930, CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 CZ0855'HEADWALL OF A CONCRETE CULVERT IN THE NORTHWEST BOUND LANE OF
 CZ0855'STATE HIGHWAY 84.
 CZ0855
 CZ0855                          STATION RECOVERY (1960)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0855'1.1 MI NW FROM CORTARO.
 CZ0855'TO REACH FROM THE POST OFFICE IN CORTARO, GO NORTHWEST ON STATE
 CZ0855'HIGHWAY 84 FOR 1.1 MILES TO  MILEPOST 231 AND THE MARK ON THE LEFT,
 CZ0855'112 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-BOUND TRAFFIC
 CZ0855'LANE, 94 FEET NORTHEAST OF MILEPOST 231, 50 FEET NORTHEAST OF THE
 CZ0855'CENTER LINE OF THE SOUTHEAST-BOUND TRAFFIC LANE, SET IN THE TOP OF A
 CZ0855'12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 CZ0855
 CZ0855                          STATION RECOVERY (1971)
 CZ0855
 CZ0855'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ0855'GENERAL LOCATION ALONG INT. 10 BETWEEN PICACHO AND TUCSON,
 CZ0855'120 FT WESTERLY OF MILEPOST 246.
 CZ0855'
 CZ0855'TO REACH THE STATION IS A STANDARD TRIANGULATION BRASS
 CZ0855'CAP, SET IN A 12 IN SQUARE CONCRETE POST, UP 0.6 FT, STAMPED
 CZ0855'CORTARO 195, AND 35 FT NORTHERLY OF THE NORTH EDGE OF WESTBOUND
 CZ0855'LANE OF INT. 10 R.M. NO 1 IS A STANDARD USC AND GS REFERENCE MARK
 CZ0855'BRASS CAP, SET IN A 12 IN CYLINDRICAL POST WHICH HAS BEEN
 CZ0855'STRUCK BY HEAVY EQUIPMENT AND LEFT BADLY LEANING.  IT IS
 CZ0855'ABOUT 69 FEET NORTHERLY OF THE STATION.  R.M. NO 2 IS A
 CZ0855'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN
 CZ0855'SQUARE CONCRETE POST, UP 1 FT AND WHICH HAS BEEN STRUCK
 CZ0855'WITH HEAVY EQUIPMENT AND BADLY DAMAGED.  R.M. NO. 3 IS A
 CZ0855'STANDARD REFERENCE MARK BRASS CAP, SET IN A 12 IN
 CZ0855'CYLINDRICAL CONCRETE POST, STAMPED, CORTARO NO 3 1959 1971,
 CZ0855'UP 0.1 FT AND 6 FT SOUTH OF A CONCRETE DITCH, AND
 CZ0855'NORTHERLY OF THE STATION.  R.M. NO 4 IS A STANDARD
 CZ0855'REFERENCE BRASS CAP, STAMPED, CORTARO NO 4 1959 1971,
 CZ0855'SET IN A 12 IN CYLINDRICAL CONCRETE POST, UP 0.2 FT, SOUTH
 CZ0855'OF THE MAIN STATION, AND 7 FT. NORTH OF THE NORTH EDGE
 CZ0855'OF THE WEST BOUND LANE.  THE AZIMUTH IS AN AHD BRASS CAP,
 CZ0855'SET IN A CULVERT HEADWALL, AND STAMPED 284 143 1930.
 CZ0855
 CZ0855                          STATION RECOVERY (1971)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ0855'RECOVERED IN GOOD CONDITION.
 CZ0855
 CZ0855                          STATION RECOVERY (1975)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JKS)
 CZ0855'THE STATION AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN
 CZ0855'GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED BUT
 CZ0855'ARE CONSIDERED DESTROYED AND ARE NOT USABLE DUE TO ROAD
 CZ0855'CONSTRUCTION.  NO DESCRIPTION IS BEING WRITTEN NOW, A NEW USC AND
 CZ0855'GS RECOVERY NOTE SHOULD BE FILED.  R.M.S NO. 3 AND NO. 4 WERE
 CZ0855'ESTABLISHED BY USC AND GS IN 1971.
 CZ0855
 CZ0855                          STATION RECOVERY (1980)
 CZ0855
 CZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0855'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0855'RAILROAD FROM THE STATION AT TUCSON, 1.1 KILOMETERS (0.75 MILE)
 CZ0855'NORTHWEST OF THE CORTARO ROAD OVERPASS, SET BETWEEN THE FRONTAGE ROAD
 CZ0855'AND THE WESTBOUND LANES OF INTERSTATE HIGHWAY 10, 14 METERS (56 FEET)
 CZ0855'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 10,
 CZ0855'38 METERS (125 FEET) EAST-NORTHEAST OF HIGHWAY MILE POST 246 AND
 CZ0855'20.7 METERS (68 FEET) SOUTHWEST OF A POWER LINE POLE.
 CZ0855'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 CZ0855
 CZ0855                          STATION RECOVERY (1997)
 CZ0855
 CZ0855'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0855'MARK NOT FOUND.
 CZ0855
 CZ0855                          STATION RECOVERY (2006)
 CZ0855
 CZ0855'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0855'THE AREA IS COVERED WITH DEBRIS AND WASHED-IN SEDIMENT. THE MARK MAY
 CZ0855'BE BURIED THERE, OR PERHAPS DESTROYED BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1959 ***********************************************************************
 CZ1959  DESIGNATION -  CORTARO RAD STA KUAT MAST
 CZ1959  PID         -  CZ1959
 CZ1959  STATE/COUNTY-  AZ/PIMA
 CZ1959  USGS QUAD   -  JAYNES (1992)
 CZ1959
 CZ1959                         *CURRENT SURVEY CONTROL
 CZ1959  ___________________________________________________________________
 CZ1959* NAD 83(1992)-  32 22 21.66496(N)    111 05 55.16015(W)     ADJUSTED  
 CZ1959* NAVD 88     -              **(meters)            **(feet)            
 CZ1959  ___________________________________________________________________
 CZ1959  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 CZ1959  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1959  HORZ ORDER  -  THIRD
 CZ1959
 CZ1959.The horizontal coordinates were established by classical geodetic methods
 CZ1959.and adjusted by the National Geodetic Survey in August 1993.
 CZ1959
 CZ1959
 CZ1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1959
 CZ1959.The geoid height was determined by GEOID03.
 CZ1959
 CZ1959;                    North         East     Units Scale Factor Converg.
 CZ1959;SPC AZ C     -   152,484.149   290,335.571   MT  0.99997304   +0 26 16.8
 CZ1959;SPC AZ C     -   500,276.08    952,544.52   iFT  0.99997304   +0 26 16.8
 CZ1959;UTM  12      - 3,581,750.477   490,719.339   MT  0.99960106   -0 03 10.2
 CZ1959
 CZ1959                          SUPERSEDED SURVEY CONTROL
 CZ1959
 CZ1959  NAD 83(1986)-  32 22 21.66174(N)    111 05 55.15720(W) AD(       ) 4
 CZ1959  NAD 27      -  32 22 21.39689(N)    111 05 52.80657(W) AD(       ) 3
 CZ1959
 CZ1959.Superseded values are not recommended for survey control.
 CZ1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1959.See file dsdata.txt to determine how the superseded data were derived.
 CZ1959
 CZ1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9071981750(NAD 83)
 CZ1959_MARKER: 42 = RADIO/TV MAST
 CZ1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1959+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1959
 CZ1959  HISTORY     - Date     Condition        Report By
 CZ1959  HISTORY     - 1971     FIRST OBSERVED   NGS
 CZ1959  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ1959  HISTORY     - 20051105 GOOD             GEOCAC
 CZ1959  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1959
 CZ1959                          STATION DESCRIPTION
 CZ1959
 CZ1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1959'THE STATION IS THE RED LIGHT ATOP THE CORTARO, RADIO STATION KUAT
 CZ1959'MAST THAT IS LOCATED ABOUT 14 MILES NORTHWEST OF TUCSON AND 1/2 MILE
 CZ1959'NORTH OF INTERSTATE HIGHWAY 10.  THE MAST IS TRIANGULAR IN CROSS
 CZ1959'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS 300
 CZ1959'FEET IN HEIGHT.
 CZ1959
 CZ1959                          STATION RECOVERY (1997)
 CZ1959
 CZ1959'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1959'MARK NOT FOUND.
 CZ1959
 CZ1959                          STATION RECOVERY (2005)
 CZ1959
 CZ1959'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ1959'RECOVERED IN GOOD CONDITION.
 CZ1959
 CZ1959                          STATION RECOVERY (2006)
 CZ1959
 CZ1959'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0856 ***********************************************************************
 CZ0856  DESIGNATION -  CORTARO RM 2
 CZ0856  PID         -  CZ0856
 CZ0856  STATE/COUNTY-  AZ/PIMA
 CZ0856  USGS QUAD   -  JAYNES (1992)
 CZ0856
 CZ0856                         *CURRENT SURVEY CONTROL
 CZ0856  ___________________________________________________________________
 CZ0856* NAD 83(1986)-  32 22 01.     (N)    111 05 53.     (W)     SCALED    
 CZ0856* NAVD 88     -       652.123  (meters)    2139.51   (feet)  ADJUSTED  
 CZ0856  ___________________________________________________________________
 CZ0856  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0856  DYNAMIC HT  -         651.249 (meters)    2136.64  (feet)  COMP
 CZ0856  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 CZ0856
 CZ0856  VERT ORDER  -  FIRST     CLASS II
 CZ0856
 CZ0856.The horizontal coordinates were scaled from a topographic map and have
 CZ0856.an estimated accuracy of +/- 6 seconds.
 CZ0856
 CZ0856.The orthometric height was determined by differential leveling
 CZ0856.and adjusted in June 1991.
 CZ0856
 CZ0856.The geoid height was determined by GEOID03.
 CZ0856
 CZ0856.The dynamic height is computed by dividing the NAVD 88
 CZ0856.geopotential number by the normal gravity value computed on the
 CZ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0856.degrees latitude (g = 980.6199 gals.).
 CZ0856
 CZ0856.The modeled gravity was interpolated from observed gravity values.
 CZ0856
 CZ0856;                    North         East    Units  Estimated Accuracy
 CZ0856;SPC AZ C     -   151,850.      290,400.      MT  (+/- 180 meters Scaled)
 CZ0856
 CZ0856                          SUPERSEDED SURVEY CONTROL
 CZ0856
 CZ0856  NGVD 29 (??/??/92)  651.417  (m)         2137.19   (f) ADJ UNCH    1 2
 CZ0856
 CZ0856.Superseded values are not recommended for survey control.
 CZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0856.See file dsdata.txt to determine how the superseded data were derived.
 CZ0856
 CZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA907811(NAD 83)
 CZ0856_MARKER: DR = REFERENCE MARK DISK
 CZ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0856_STAMPING: CORTARO NO 2 1959
 CZ0856_PROJECTION: PROJECTING 23 CENTIMETERS
 CZ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0856+STABILITY: SURFACE MOTION
 CZ0856
 CZ0856  HISTORY     - Date     Condition        Report By
 CZ0856  HISTORY     - 1959     MONUMENTED       CGS
 CZ0856  HISTORY     - 1960     GOOD             NGS
 CZ0856  HISTORY     - 1980     POOR             NGS
 CZ0856  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0856
 CZ0856                          STATION DESCRIPTION
 CZ0856
 CZ0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0856'1.1 MI NW FROM CORTARO.
 CZ0856'TO REACH FROM THE POST OFFICE IN CORTARO, GO NORTHWEST ON STATE
 CZ0856'HIGHWAY 84 FOR 1.1 MILES TO MILEPOST 231, 117 FEET SOUTHWEST OF THE
 CZ0856'NORTHWEST-BOUND LANE, 47 FEET NORTHEAST OF THE SOUTHEAST-BOUND LANE,
 CZ0856'SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT PROJECTS 5
 CZ0856'INCHES.
 CZ0856
 CZ0856                          STATION RECOVERY (1980)
 CZ0856
 CZ0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0856'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0856'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 971.23,
 CZ0856'SET BETWEEN THE WESTBOUND LANES OF INTERSTATE HIGHWAY 10 AND THE
 CZ0856'EAST FRONTAGE ROAD, 14.3 METERS (47 FEET) NORTHEAST OF THE
 CZ0856'CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 10, 35.7 METERS
 CZ0856'(117 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U. S.
 CZ0856'HIGHWAY 84), 34.8 METERS (114 FEET) SOUTH OF A POWER LINE POLE,
 CZ0856'28.3 METERS (93 FEET) SOUTHEAST OF STATION CORTARO AND 12.2 METERS
 CZ0856'(40 FEET) NORTH OF INTERSTATE 10 MILE POST 246.
 CZ0856'THE MARK IS 1 M BELOW WESTBOUND LANE I-10.
 CZ0856
 CZ0856                          STATION RECOVERY (2006)
 CZ0856
 CZ0856'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0856'THE AREA IS COVERED WITH DEBRIS AND WASHED-IN SEDIMENT. THE MARK MAY
 CZ0856'BE BURIED THERE, OR PERHAPS DESTROYED BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1425 ***********************************************************************
 CZ1425  DESIGNATION -  CORTARO RM 3
 CZ1425  PID         -  CZ1425
 CZ1425  STATE/COUNTY-  AZ/PIMA
 CZ1425  USGS QUAD   -  JAYNES (1992)
 CZ1425
 CZ1425                         *CURRENT SURVEY CONTROL
 CZ1425  ___________________________________________________________________
 CZ1425* NAD 83(1986)-  32 22 02.     (N)    111 05 52.     (W)     SCALED    
 CZ1425* NAVD 88     -       651.948  (meters)    2138.93   (feet)  ADJUSTED  
 CZ1425  ___________________________________________________________________
 CZ1425  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1425  DYNAMIC HT  -         651.074 (meters)    2136.07  (feet)  COMP
 CZ1425  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 CZ1425
 CZ1425  VERT ORDER  -  FIRST     CLASS II
 CZ1425
 CZ1425.The horizontal coordinates were scaled from a topographic map and have
 CZ1425.an estimated accuracy of +/- 6 seconds.
 CZ1425
 CZ1425.The orthometric height was determined by differential leveling
 CZ1425.and adjusted in June 1991.
 CZ1425
 CZ1425.The geoid height was determined by GEOID03.
 CZ1425
 CZ1425.The dynamic height is computed by dividing the NAVD 88
 CZ1425.geopotential number by the normal gravity value computed on the
 CZ1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1425.degrees latitude (g = 980.6199 gals.).
 CZ1425
 CZ1425.The modeled gravity was interpolated from observed gravity values.
 CZ1425
 CZ1425;                    North         East    Units  Estimated Accuracy
 CZ1425;SPC AZ C     -   151,880.      290,420.      MT  (+/- 180 meters Scaled)
 CZ1425
 CZ1425                          SUPERSEDED SURVEY CONTROL
 CZ1425
 CZ1425.No superseded survey control is available for this station.
 CZ1425
 CZ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA908811(NAD 83)
 CZ1425_MARKER: DR = REFERENCE MARK DISK
 CZ1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1425_SP_SET: CONCRETE POST
 CZ1425_STAMPING: CORTARO 1959 NO 3 1971
 CZ1425_PROJECTION: FLUSH
 CZ1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1425+STABILITY: SURFACE MOTION
 CZ1425
 CZ1425  HISTORY     - Date     Condition        Report By
 CZ1425  HISTORY     - 1971     MONUMENTED       NGS
 CZ1425  HISTORY     - 1980     GOOD             NGS
 CZ1425  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ1425
 CZ1425                          STATION DESCRIPTION
 CZ1425
 CZ1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1425'20.3 KM NW FROM TUCSON.
 CZ1425'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1425'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 971.23,
 CZ1425'SET BETWEEN THE WESTBOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 10
 CZ1425'AND THE EAST FRONTAGE ROAD, 13.1 METERS (43 FEET) SOUTHWEST OF THE
 CZ1425'CENTERLINE OF THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 20.9 METERS
 CZ1425'(68 FEET) NORTHEAST OF STATION CORTARO, 1.9 METER (6.3 FEET)
 CZ1425'SOUTHWEST OF THE SOUTHWEST TOP EDGE OF A CONCRETE-LINED IRRIGATION
 CZ1425'DITCH AND 0.8 METER (2.5 FEET) NORTHWEST OF A POWER LINE POLE.
 CZ1425'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1425'THE MARK IS 0.3 M BELOW THE OLD HIGHWAY.
 CZ1425
 CZ1425                          STATION RECOVERY (2006)
 CZ1425
 CZ1425'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1425'THE AREA IS COVERED WITH DEBRIS AND WASHED-IN SEDIMENT. THE MARK MAY
 CZ1425'BE BURIED THERE, OR PERHAPS DESTROYED BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1424 ***********************************************************************
 CZ1424  DESIGNATION -  CORTARO RM 4
 CZ1424  PID         -  CZ1424
 CZ1424  STATE/COUNTY-  AZ/PIMA
 CZ1424  USGS QUAD   -  JAYNES (1992)
 CZ1424
 CZ1424                         *CURRENT SURVEY CONTROL
 CZ1424  ___________________________________________________________________
 CZ1424* NAD 83(1986)-  32 22 02.     (N)    111 05 53.     (W)     SCALED    
 CZ1424* NAVD 88     -       652.131  (meters)    2139.53   (feet)  ADJUSTED  
 CZ1424  ___________________________________________________________________
 CZ1424  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1424  DYNAMIC HT  -         651.257 (meters)    2136.67  (feet)  COMP
 CZ1424  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 CZ1424
 CZ1424  VERT ORDER  -  FIRST     CLASS II
 CZ1424
 CZ1424.The horizontal coordinates were scaled from a topographic map and have
 CZ1424.an estimated accuracy of +/- 6 seconds.
 CZ1424
 CZ1424.The orthometric height was determined by differential leveling
 CZ1424.and adjusted in June 1991.
 CZ1424
 CZ1424.The geoid height was determined by GEOID03.
 CZ1424
 CZ1424.The dynamic height is computed by dividing the NAVD 88
 CZ1424.geopotential number by the normal gravity value computed on the
 CZ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1424.degrees latitude (g = 980.6199 gals.).
 CZ1424
 CZ1424.The modeled gravity was interpolated from observed gravity values.
 CZ1424
 CZ1424;                    North         East    Units  Estimated Accuracy
 CZ1424;SPC AZ C     -   151,880.      290,400.      MT  (+/- 180 meters Scaled)
 CZ1424
 CZ1424                          SUPERSEDED SURVEY CONTROL
 CZ1424
 CZ1424.No superseded survey control is available for this station.
 CZ1424
 CZ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA907811(NAD 83)
 CZ1424_MARKER: DR = REFERENCE MARK DISK
 CZ1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1424_SP_SET: CONCRETE POST
 CZ1424_STAMPING: CORTARO NO 4 1959 1971
 CZ1424_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1424+STABILITY: SURFACE MOTION
 CZ1424
 CZ1424  HISTORY     - Date     Condition        Report By
 CZ1424  HISTORY     - 1971     MONUMENTED       NGS
 CZ1424  HISTORY     - 1980     GOOD             NGS
 CZ1424  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ1424  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ1424
 CZ1424                          STATION DESCRIPTION
 CZ1424
 CZ1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1424'20.3 KM NW FROM TUCSON.
 CZ1424'20.3 KILOMETERS (12.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1424'RAILROAD FROM THE STATION AT TUCSON, 1.1 KILOMETER (0.75 MILE)
 CZ1424'NORTHWEST OF THE CORTARO ROAD OVERPASS, 9.4 METERS (31 FEET)
 CZ1424'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE
 CZ1424'HIGHWAY 10, 36.5 METERS (120 FEET) NORTHEAST OF HIGHWAY MILE POST
 CZ1424'246, 28.6 METERS (94 FEET) SOUTHWEST OF A POWER LINE POLE AND
 CZ1424'0.8 METER (2.5 FEET) SOUTHEAST OF A SPEED LIMIT SIGN.
 CZ1424'THE MARK IS 0.9 M BELOW INTERSTATE 10.
 CZ1424
 CZ1424                          STATION RECOVERY (1997)
 CZ1424
 CZ1424'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1424'MARK NOT FOUND.
 CZ1424
 CZ1424                          STATION RECOVERY (2006)
 CZ1424
 CZ1424'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1424'THE AREA IS COVERED WITH DEBRIS AND WASHED-IN SEDIMENT. THE MARK MAY
 CZ1424'BE BURIED THERE, OR PERHAPS DESTROYED BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1913 ***********************************************************************
 DV1913  DESIGNATION -  CORTEZ
 DV1913  PID         -  DV1913
 DV1913  STATE/COUNTY-  AZ/MARICOPA
 DV1913  USGS QUAD   -  CORTEZ PEAK (1989)
 DV1913
 DV1913                         *CURRENT SURVEY CONTROL
 DV1913  ___________________________________________________________________
 DV1913* NAD 83(1992)-  33 15 48.94563(N)    113 13 43.61160(W)     ADJUSTED  
 DV1913* NAVD 88     -       770.0    (meters)    2526.     (feet)  VERTCON   
 DV1913  ___________________________________________________________________
 DV1913  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DV1913  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1913  HORZ ORDER  -  SECOND
 DV1913
 DV1913.The horizontal coordinates were established by classical geodetic methods
 DV1913.and adjusted by the National Geodetic Survey in August 1993.
 DV1913
 DV1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1913
 DV1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1913
 DV1913.The geoid height was determined by GEOID03.
 DV1913
 DV1913;                    North         East     Units Scale Factor Converg.
 DV1913;SPC AZ C     -   251,751.057    91,112.555   MT  1.00008420   -0 43 11.2
 DV1913;SPC AZ C     -   825,954.91    298,925.71   iFT  1.00008420   -0 43 11.2
 DV1913;UTM  12      - 3,682,725.237   292,396.859   MT  1.00013141   -1 13 22.5
 DV1913
 DV1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1913!SPC AZ C     -   0.99988404  x   1.00008420  =   0.99996823
 DV1913!UTM  12      -   0.99988404  x   1.00013141  =   1.00001544
 DV1913
 DV1913:                Primary Azimuth Mark                     Grid Az
 DV1913:SPC AZ C     -  LOS ANGELES PHOENIX AWY BCN 30           022 16 40.1
 DV1913:UTM  12      -  LOS ANGELES PHOENIX AWY BCN 30           022 46 51.4
 DV1913
 DV1913|---------------------------------------------------------------------|
 DV1913| PID    Reference Object                     Distance      Geod. Az  |
 DV1913|                                                           dddmmss.s |
 DV1913| DV1888 LOS ANGELES PHOENIX AWY BCN 30      APPROX.30.0 KM 0213328.9 |
 DV1913| CH2978 CORTEZ RM 1                           4.091 METERS 03024     |
 DV1913| CH2977 CORTEZ AZ MK                                       0400604.5 |
 DV1913| CH2979 CORTEZ RM 2                          10.139 METERS 15053     |
 DV1913| DV1929 EAGLE TAIL PEAK                     APPROX.17.0 KM 3353357.6 |
 DV1913|---------------------------------------------------------------------|
 DV1913
 DV1913                          SUPERSEDED SURVEY CONTROL
 DV1913
 DV1913  NAD 83(1986)-  33 15 48.93860(N)    113 13 43.61866(W) AD(       ) 2
 DV1913  NAD 27      -  33 15 48.79200(N)    113 13 40.94700(W) AD(       ) 2
 DV1913  NGVD 29 (07/19/86)  769.3    (m)         2524.     (f) VERT ANG    3  
 DV1913
 DV1913.Superseded values are not recommended for survey control.
 DV1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1913.See file dsdata.txt to determine how the superseded data were derived.
 DV1913
 DV1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9239782725(NAD 83)
 DV1913_MARKER: DS = TRIANGULATION STATION DISK
 DV1913_SETTING: 66 = SET IN ROCK OUTCROP
 DV1913_SP_SET: SET IN BEDROCK
 DV1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1913+STABILITY: POSITION/ELEVATION WELL
 DV1913
 DV1913  HISTORY     - Date     Condition        Report By
 DV1913  HISTORY     - 1949     MONUMENTED       USGS
 DV1913  HISTORY     - 1950     GOOD             USGS
 DV1913  HISTORY     - 1958     GOOD             USGS
 DV1913  HISTORY     - 1964     GOOD             USGS
 DV1913
 DV1913                          STATION DESCRIPTION
 DV1913
 DV1913'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1913'LOCATED ABOUT 35 MI NW. OF GILA BEND, 26 MI W. OF GILLESPIE DAM.
 DV1913'ON HIGH POINT OF EASTERN TIP OF CORTEZ PEAK.
 DV1913'
 DV1913'TO REACH FROM GILA BEND POST OFFICE, DRIVE 26.4 MI TOWARD PHOENIX
 DV1913'ON U.S. HWY. 80 TO SIGN EL PASO NATURAL GAS CO.  TURN LEFT 0.7
 DV1913'MI W. TO RD. FORKS.  TAKE RIGHT FORK 7 MI TO RD. FORKS.  TAKE LEFT
 DV1913'FORK 5 MI TO RD. FORKS.  TAKE RIGHT FORK 8.1 MI.  TURN RIGHT ONTO
 DV1913'OLD MINE RD. JUST E. OF FOURTH OF JULY BUTTE AROUND NORTH SIDE OF
 DV1913'BUTTE IN WESTERLY DIRECTION 9 MI TO OLD MINE (NUMEROUS TRACKS AND
 DV1913'TRAILS BETWEEN BUTTE AND MINE ALL MAKE THEIR WAY UP TO MINE).
 DV1913'PACK S. TO HIGH POINT AND STATION.  A 30-MINUTE PACK.
 DV1913'
 DV1913'STATION MARK--STANDARD TABLET STAMPED---CORTEZ 1949---, CEMENTED IN
 DV1913'BEDROCK.
 DV1913'
 DV1913'RM 1--STANDARD RM TABLET STAMPED---CORTEZ NO 1 1949---, CEMENTED IN
 DV1913'BEDROCK.
 DV1913'
 DV1913'RM 2--STANDARD RM TABLET STAMPED---CORTEZ NO 2 1949---, CEMENTED IN
 DV1913'BEDROCK.
 DV1913
 DV1913                          STATION RECOVERY (1950)
 DV1913
 DV1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (JCE)
 DV1913'THE STATION IS LOCATED ON THE SOUTHEAST POINT OF THE CORTEZ
 DV1913'MOUNTAINS WHICH IS TOPPED BY TWO PEAKS ABOUT 100 YARDS APART.
 DV1913'CORTEZ MOUNTAINS IS THE HIGHEST ELEVATION IN THIS GENERAL
 DV1913'LOCALITY, IT APPEARS AS A LIGHT COLORED RIDGE, ABOUT 35
 DV1913'MILES AIRLINE NORTH NORTHEAST OF DATELAND AND ABOUT 2 MILES
 DV1913'NORTHWEST OF A COUNTY ROAD.  THE MARK IS A STANDARD U.S.
 DV1913'GEOLOGICAL SURVEY BENCH MARK CEMENTED IN A DRILL HOLE IN
 DV1913'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED CORTEZ 1949.
 DV1913'
 DV1913'R.M. 1 IS CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 1
 DV1913'FOOT LOWER THAN THE STATION.  THE MARK IS A STANDARD U.S.G.S.
 DV1913'BENCH MARK.  IT IS STAMPED CORTEZ NO 1 1949.
 DV1913'
 DV1913'R.M. 2 IS A STANDARD U.S.G.S. BENCH MARK, CEMENTED IN A DRILL
 DV1913'HOLE IN BEDROCK ABOUT 15 FEET LOWER THAN THE STATION.  IT
 DV1913'IS STAMPED CORTEZ NO 2 1949.
 DV1913'
 DV1913'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES NORTHEAST OF THE STATION,
 DV1913'32 FEET EAST OF THE CENTER LINE OF A TRACK ROAD AND 4.4
 DV1913'FEET WEST OF A STANDARD REFERENCE POST.  THE MARK IS A STANDARD
 DV1913'U.S.C. AND G.S. DISK BRAZED IN THE TOP OF A 3 INCH SOIL
 DV1913'PIPE, AND PROJECTING ABOUT 6 INCHES.  IT IS STAMPED CORTEZ 1950.
 DV1913'
 DV1913'TO REACH THE STATION FROM HYDER GO EAST FOR 5.2 MILES, TURN
 DV1913'LEFT AND CROSSING RAILROAD TRACKS, CONTINUE MAIN TRAVEL ROAD
 DV1913'FOR 21.2 MILES TO A TRACK ROAD LEFT, CONTINUE TRACK ROAD
 DV1913'FOR 1.45 MILE TO A Y FORK, KEEP RIGHT FORK, GO 0.65 MILE
 DV1913'PASS OVER CROSS ROADS, AND KEEP STRAIGHT AHEAD NORTHERLY WITH
 DV1913'EAGLE TAIL PEAK IN RANGE, FOR 4.1 MILES THENCE AHEAD WESTERLY
 DV1913'FOR 0.1 MILE TO A T JUNCTION, KEEP STRAIGHT AHEAD, WEST,
 DV1913'1.8 MILES TO A Y FORK, KEEP RIGHT FORK ONTO THE RIDGE, AND
 DV1913'CONTINUE 1.0 MILE TO A FORMER CAMPSITE, CONTINUE ON WESTERLY
 DV1913'FOR 0.3 MILE TO THE UPPER TUNNEL THIS IS END OF TRUCK
 DV1913'TRAVEL.  PACK UP STEEP RIDGE TO THE HIGHEST POINT AND THE
 DV1913'STATION.  (A 1 HOUR PACK).
 DV1913'
 DV1913'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV1913
 DV1913                          STATION RECOVERY (1958)
 DV1913
 DV1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV1913'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 DV1913'ALSO RECOVERED BY CGS IN 1950.
 DV1913
 DV1913                          STATION RECOVERY (1964)
 DV1913
 DV1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1913'RECOVERED AS DESCRIBED BY USGS AND CGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0888 ***********************************************************************
 FR0888  DESIGNATION -  CORVA
 FR0888  PID         -  FR0888
 FR0888  STATE/COUNTY-  AZ/COCONINO
 FR0888  USGS QUAD   -  HEARST MOUNTAIN (1989)
 FR0888
 FR0888                         *CURRENT SURVEY CONTROL
 FR0888  ___________________________________________________________________
 FR0888* NAD 83(1992)-  35 15 41.92515(N)    112 21 05.95980(W)     ADJUSTED  
 FR0888* NAVD 88     -      1962.5    (meters)    6439.     (feet)  VERTCON   
 FR0888  ___________________________________________________________________
 FR0888  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 FR0888  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 FR0888  HORZ ORDER  -  SECOND
 FR0888
 FR0888.The horizontal coordinates were established by classical geodetic methods
 FR0888.and adjusted by the National Geodetic Survey in August 1993.
 FR0888
 FR0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0888
 FR0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0888
 FR0888.The geoid height was determined by GEOID03.
 FR0888
 FR0888;                    North         East     Units Scale Factor Converg.
 FR0888;SPC AZ C     -   472,685.821   173,781.312   MT  0.99991930   -0 15 04.1
 FR0888;SPC AZ C     - 1,550,806.50    570,148.66   iFT  0.99991930   -0 15 04.1
 FR0888;UTM  12      - 3,902,896.565   377,049.264   MT  0.99978630   -0 46 49.5
 FR0888
 FR0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0888!SPC AZ C     -   0.99969587  x   0.99991930  =   0.99961519
 FR0888!UTM  12      -   0.99969587  x   0.99978630  =   0.99948223
 FR0888
 FR0888|---------------------------------------------------------------------|
 FR0888| PID    Reference Object                     Distance      Geod. Az  |
 FR0888|                                                           dddmmss.s |
 FR0888| CH2980 CORVA RM 1                            4.865 METERS 03337     |
 FR0888| FR0863 SISTER                              APPROX.10.9 KM 0852404.9 |
 FR0888| CH2981 CORVA RM 2                            6.773 METERS 28514     |
 FR0888|---------------------------------------------------------------------|
 FR0888
 FR0888                          SUPERSEDED SURVEY CONTROL
 FR0888
 FR0888  NAD 83(1986)-  35 15 41.92356(N)    112 21 05.95653(W) AD(       ) 2
 FR0888  NAD 27      -  35 15 41.88310(N)    112 21 03.31790(W) AD(       ) 2
 FR0888  NGVD 29 (07/19/86) 1961.6    (m)         6436.     (f) VERT ANG    3  
 FR0888
 FR0888.Superseded values are not recommended for survey control.
 FR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0888.See file dsdata.txt to determine how the superseded data were derived.
 FR0888
 FR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE7704902897(NAD 83)
 FR0888_MARKER: DS = TRIANGULATION STATION DISK
 FR0888_SETTING: 80 = SET IN A BOULDER
 FR0888_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0888
 FR0888  HISTORY     - Date     Condition        Report By
 FR0888  HISTORY     - 1958     MONUMENTED       CGS
 FR0888  HISTORY     - 1959     GOOD             USGS
 FR0888  HISTORY     - 1980     GOOD             AZDT
 FR0888
 FR0888                          STATION DESCRIPTION
 FR0888
 FR0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0888'THE STATION IS LOCATED ON A SMALL ROCKY RIDGE THAT BREAKS
 FR0888'OFF SHARPLY TO THE SOUTH AND SLOPES MORE GENTLY TO THE NORTHWARD.
 FR0888'IT IS ABOUT 7 MILES NORTHEAST OF ASH FORK, 9 MILE NORTHWEST OF
 FR0888'WILLIAMS AND 1.5 MILE SOUTH OF THE SANTA FE RAILROAD SIDING
 FR0888'AND SECTION BUILDINGS AT WELCH.
 FR0888'
 FR0888'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT TRAFFIC
 FR0888'CONTROL AND WEIGHT STATION AT THE WEST END OF THE DIVIDED
 FR0888'HIGHWAY IN WILLIAMS, GO WESTERLY ON U.S. HIGHWAY 66 AND 89
 FR0888'FOR 10.8 MILES TO A CROSSROAD AND SIGNS 5 WELCH AND 12 POLSOM
 FR0888'DAM.  TURN RIGHT ONTO THE BLADED ROAD, CROSSING A STOCK GUARD,
 FR0888'AND GO NORTHERLY FOR 0.7 MILE TO AN ABANDONED PAVED HIGHWAY,
 FR0888'TURN RIGHT, FOLLOWING THE OLD PAVEMENT FOR 0.3 MILE TO A BLADED
 FR0888'ROAD ON THE LEFT.  TURN LEFT AS PER SIGN WELCH 1-1/2 AND
 FR0888'MARTIN DAM 14 1/2, AND GO 1.8 MILE TO THE RAILROAD TRACKS AND
 FR0888'BUILDINGS AT WELCH.  CROSS THE TRACKS AND CONTINUE NORTHERLY
 FR0888'ACROSS THE STOCK GUARD AND FOR 0.7 MILE TO AN UNDERGROUND
 FR0888'PIPELINE, CONTINUE NORTHERLY ON THE WINDING BLADED ROAD FOR 1.0
 FR0888'MILE, TO WHERE A FOUR-WHEEL DRIVE MAY BE DRIVEN UP THE
 FR0888'SLOPE BETWEEN THE JUNIPERS TO THE BASE OF THE ROCK LEDGE AND END
 FR0888'OF TRUCK TRAVEL.  FROM HERE IS IT A FIVE-MINUTE PACK
 FR0888'TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 FR0888'
 FR0888'THE STATION MARK IS A STANDARD DISK STAMPED CORVA 1958, SET IN
 FR0888'A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 FR0888'
 FR0888'R.M. 1 IS A STANDARD DISK STAMPED CORVA NO 1 1958, SET IN A
 FR0888'DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES AND IS ABOUT
 FR0888'12 INCHES LOWER THAN THE STATION MARK.
 FR0888'
 FR0888'R.M. 2 IS A STANDARD DISK STAMPED CORVA NO 2 1958, SET IN
 FR0888'A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 FR0888'SURROUNDING SURFACE.
 FR0888
 FR0888                          STATION RECOVERY (1959)
 FR0888
 FR0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FR0888'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 FR0888
 FR0888                          STATION RECOVERY (1980)
 FR0888
 FR0888'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0888'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0888'CONDITION AS DESCRIBED IN 1958.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0888'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, TRAVEL EAST ON
 FR0888'I 40 FOR 6.1 MILES TO WELSH INTERCHANGE.  EXIT AND PASS UNDER HIGHWAY
 FR0888'TO STOP SIGN.  TURN LEFT ACROSS CATTLE GUARD TO A FORK.  TAKE THE
 FR0888'RIGHT FORK FOREST ROAD 6 FOR 0.85 MILE TO POINT WHERE FOREST ROAD 6
 FR0888'TURNS NORTH, TURN LEFT CONTINUING ON FOREST ROAD 6 FOR 2.5 MILES TO 2
 FR0888'PIPE LINE CROSSINGS, CONTINUE ALONG FOREST ROAD 6 FOR 1.1 MILES TO A
 FR0888'ROCK OUTCROP ON THE LEFT AND END OF TRUCK TRAVEL.  PACK NORTHWEST TO
 FR0888'THE HIGHEST POINT ON THE WEST END OF THE RIDGE AND STATION.  A 5 MIN
 FR0888'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8505 ***********************************************************************
 AH8505  FBN         -  This is a Federal Base Network Control Station.
 AH8505  DESIGNATION -  COSA A
 AH8505  PID         -  AH8505
 AH8505  STATE/COUNTY-  AZ/MARICOPA
 AH8505  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8505
 AH8505                         *CURRENT SURVEY CONTROL
 AH8505  ___________________________________________________________________
 AH8505* NAD 83(2007)-  33 35 06.64125(N)    111 52 56.98059(W)     ADJUSTED  
 AH8505* NAVD 88     -       419.773  (meters)    1377.21   (feet)  READJUSTED
 AH8505  ___________________________________________________________________
 AH8505  EPOCH DATE  -        2007.00
 AH8505  X           -  -1,982,479.110 (meters)                     COMP
 AH8505  Y           -  -4,935,928.806 (meters)                     COMP
 AH8505  Z           -   3,508,424.392 (meters)                     COMP
 AH8505  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AH8505  ELLIP HEIGHT-         390.256 (meters)          (02/10/07) ADJUSTED
 AH8505  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AH8505  DYNAMIC HT  -         419.280 (meters)    1375.59  (feet)  COMP
 AH8505
 AH8505  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH8505  Type    PID    Designation                      North   East  Ellip
 AH8505  -------------------------------------------------------------------
 AH8505  NETWORK AH8505 COSA A                            0.57   0.43   0.49
 AH8505  -------------------------------------------------------------------
 AH8505  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 AH8505
 AH8505  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 AH8505
 AH8505.The horizontal coordinates were established by GPS observations
 AH8505.and adjusted by the National Geodetic Survey in February 2007.
 AH8505
 AH8505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH8505.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH8505.The horizontal coordinates are valid at the epoch date displayed above.
 AH8505.The epoch date for horizontal control is a decimal equivalence
 AH8505.of Year/Month/Day.
 AH8505
 AH8505.The orthometric height was determined by differential leveling
 AH8505.and adjusted in July 2002.
 AH8505.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 AH8505.mark was located on a no-check spur therefore a value was not computed.
 AH8505.The height was derived from older observations constrained to new
 AH8505.heights in a crustal motion area.  The height is approximate in
 AH8505.relation to other heights in its vicinity.
 AH8505.No vertical observational check was made to the station.
 AH8505
 AH8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8505
 AH8505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8505
 AH8505.The ellipsoidal height was determined by GPS observations
 AH8505.and is referenced to NAD 83.
 AH8505
 AH8505.The geoid height was determined by GEOID03.
 AH8505
 AH8505.The dynamic height is computed by dividing the NAVD 88
 AH8505.geopotential number by the normal gravity value computed on the
 AH8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8505.degrees latitude (g = 980.6199 gals.).
 AH8505
 AH8505.The modeled gravity was interpolated from observed gravity values.
 AH8505
 AH8505;                    North         East     Units Scale Factor Converg.
 AH8505;SPC AZ C     -   286,647.493   216,531.924   MT  0.99990012   +0 01 08.1
 AH8505;SPC AZ C     -   940,444.53    710,406.57   iFT  0.99990012   +0 01 08.1
 AH8505;UTM  12      - 3,716,511.787   418,108.263   MT  0.99968268   -0 29 17.5
 AH8505
 AH8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8505!SPC AZ C     -   0.99993874  x   0.99990012  =   0.99983886
 AH8505!UTM  12      -   0.99993874  x   0.99968268  =   0.99962144
 AH8505
 AH8505                          SUPERSEDED SURVEY CONTROL
 AH8505
 AH8505  NAD 83(1992)-  33 35 06.64063(N)    111 52 56.97959(W) AD(       ) B
 AH8505  ELLIP H (09/30/99)  390.285  (m)                       GP(       ) 3 1
 AH8505  NAVD 88 (09/30/99)  419.77   (m)         1377.2    (f) LEVELING    3  
 AH8505
 AH8505.Superseded values are not recommended for survey control.
 AH8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8505.See file dsdata.txt to determine how the superseded data were derived.
 AH8505
 AH8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1810816512(NAD 83)
 AH8505_MARKER: F = FLANGE-ENCASED ROD
 AH8505_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8505_STAMPING: COSA A 1998
 AH8505_MARK LOGO: NGS   
 AH8505_PROJECTION: FLUSH
 AH8505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8505+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 AH8505_ROD/PIPE-DEPTH: 13.1 meters
 AH8505_SLEEVE-DEPTH  : 0.9 meters
 AH8505
 AH8505  HISTORY     - Date     Condition        Report By
 AH8505  HISTORY     - 1998     MONUMENTED       NGS
 AH8505  HISTORY     - 19990119 GOOD             NGS
 AH8505  HISTORY     - 19990203 GOOD             NGS
 AH8505  HISTORY     - 20061006 GOOD             GEOCAC
 AH8505
 AH8505                          STATION DESCRIPTION
 AH8505
 AH8505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8505'IN SCOTTSDALE, AT THE INTERSECTION OF NORTH 92ND STREET AND DESERT
 AH8505'COVE AVENUE, 20.9 M (68.6 FT) SOUTHWEST OF A FIRE HYDRANT, 10.7 M
 AH8505'(35.1 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE STREET,
 AH8505'9.9 M (32.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE AVENUE AND THE
 AH8505'ENTRANCE INTO THE PARADISE MEMORIAL GARDENS CEMETERY, 0.6 M (2.0 FT)
 AH8505'NORTH OF THE NORTHEAST END OF A CULVERT UNDER THE ENTRANCE ROAD AND A
 AH8505'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AH8505'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AH8505'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AH8505'MONUMENT IS ON STREET RIGHT-OF-WAY.
 AH8505
 AH8505                          STATION RECOVERY (1999)
 AH8505
 AH8505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8505'THE STATION IS LOCATED IN THE NORTH PART OF SCOTTSDALE, ON THE EAST
 AH8505'SIDE OF NORTH 92ND STREET, AT THE EAST ENTRANCE OF PARADISE MEMORIAL
 AH8505'GARDENS CEMETERY, NEAR THE EAST END OF THE SOUTH HEADWALL OF THE
 AH8505'BRIDGE UNDER THE CEMETERY ENTRANCE ROAD.  TO REACH THE STATION FROM
 AH8505'THE JUNCTION OF SHEA BOULEVARD AND NORTH 92ND STREET IN THE NORTH
 AH8505'SECTION OF SCOTTSDALE, GO NORTH ON NORTH 92ND STREET FOR 0.24 KM (0.15
 AH8505'MI) TO THE EAST ENTRANCE ROAD OF PARADISE MEMORIAL GARDENS CEMETERY
 AH8505'AND THE STATION ON THE RIGHT.  THE STATION IS A NGS 3D MARK, A
 AH8505'STAINLESS STEEL ROD DRIVEN TO REFUSAL IN A 2.5 CM SLEEVE, ENCASED IN A
 AH8505'13 CM PVC PIPE WITH A NGS LOGO CAP SURROUNDED WITH CONCRETE FLUSH WITH
 AH8505'THE GROUND.  IT IS 20.88 M (68.50 FT) SOUTHWEST OF A FIRE HYDRANT,
 AH8505'11.28 M (37.01 FT) SOUTH OF THE CENTER OF THE CEMETERY ENTRANCE ROAD,
 AH8505'10.67 M (35.01 FT) EAST OF THE NORTHBOUND LANE OF NORTH 92ND STREET,
 AH8505'0.61 M (2.00 FT) NORTH OF THE EAST END OF THE SOUTH HEADWALL OF THE
 AH8505'BRIDGE UNDER THE ENTRANCE ROAD AND 0.43 M (1.41 FT) NORTH OF A
 AH8505'FIBERGLASS WITNESS POST.
 AH8505
 AH8505                          STATION RECOVERY (2006)
 AH8505
 AH8505'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AH8505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8506 ***********************************************************************
 AH8506  FBN         -  This is a Federal Base Network Control Station.
 AH8506  DESIGNATION -  COSA B
 AH8506  PID         -  AH8506
 AH8506  STATE/COUNTY-  AZ/MARICOPA
 AH8506  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8506
 AH8506                         *CURRENT SURVEY CONTROL
 AH8506  ___________________________________________________________________
 AH8506* NAD 83(2007)-  33 34 14.18769(N)    111 53 58.15433(W)     ADJUSTED  
 AH8506* NAVD 88     -       408.936  (meters)    1341.65   (feet)  READJUSTED
 AH8506  ___________________________________________________________________
 AH8506  EPOCH DATE  -        2007.00
 AH8506  X           -  -1,984,272.920 (meters)                     COMP
 AH8506  Y           -  -4,936,161.565 (meters)                     COMP
 AH8506  Z           -   3,507,071.877 (meters)                     COMP
 AH8506  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AH8506  ELLIP HEIGHT-         379.364 (meters)          (02/10/07) ADJUSTED
 AH8506  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AH8506  DYNAMIC HT  -         408.450 (meters)    1340.06  (feet)  COMP
 AH8506
 AH8506  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH8506  Type    PID    Designation                      North   East  Ellip
 AH8506  -------------------------------------------------------------------
 AH8506  NETWORK AH8506 COSA B                            0.45   0.33   0.37
 AH8506  -------------------------------------------------------------------
 AH8506  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 AH8506
 AH8506  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 AH8506
 AH8506.The horizontal coordinates were established by GPS observations
 AH8506.and adjusted by the National Geodetic Survey in February 2007.
 AH8506
 AH8506.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH8506.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH8506.The horizontal coordinates are valid at the epoch date displayed above.
 AH8506.The epoch date for horizontal control is a decimal equivalence
 AH8506.of Year/Month/Day.
 AH8506
 AH8506.The orthometric height was determined by differential leveling
 AH8506.and adjusted in July 2002.
 AH8506.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 AH8506.mark was located on a no-check spur therefore a value was not computed.
 AH8506.The height was derived from older observations constrained to new
 AH8506.heights in a crustal motion area.  The height is approximate in
 AH8506.relation to other heights in its vicinity.
 AH8506.No vertical observational check was made to the station.
 AH8506
 AH8506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8506
 AH8506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8506
 AH8506.The ellipsoidal height was determined by GPS observations
 AH8506.and is referenced to NAD 83.
 AH8506
 AH8506.The geoid height was determined by GEOID03.
 AH8506
 AH8506.The dynamic height is computed by dividing the NAVD 88
 AH8506.geopotential number by the normal gravity value computed on the
 AH8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8506.degrees latitude (g = 980.6199 gals.).
 AH8506
 AH8506.The modeled gravity was interpolated from observed gravity values.
 AH8506
 AH8506;                    North         East     Units Scale Factor Converg.
 AH8506;SPC AZ C     -   285,031.187   214,954.892   MT  0.99990003   +0 00 34.2
 AH8506;SPC AZ C     -   935,141.69    705,232.59   iFT  0.99990003   +0 00 34.2
 AH8506;UTM  12      - 3,714,909.845   416,517.335   MT  0.99968592   -0 29 50.7
 AH8506
 AH8506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8506!SPC AZ C     -   0.99994045  x   0.99990003  =   0.99984048
 AH8506!UTM  12      -   0.99994045  x   0.99968592  =   0.99962639
 AH8506
 AH8506                          SUPERSEDED SURVEY CONTROL
 AH8506
 AH8506  NAD 83(1992)-  33 34 14.18709(N)    111 53 58.15343(W) AD(       ) B
 AH8506  ELLIP H (09/30/99)  379.393  (m)                       GP(       ) 3 1
 AH8506  NAVD 88 (09/30/99)  408.94   (m)         1341.7    (f) LEVELING    3  
 AH8506
 AH8506.Superseded values are not recommended for survey control.
 AH8506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8506.See file dsdata.txt to determine how the superseded data were derived.
 AH8506
 AH8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1651714910(NAD 83)
 AH8506_MARKER: F = FLANGE-ENCASED ROD
 AH8506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8506_STAMPING: COSA B 1998
 AH8506_MARK LOGO: NGS   
 AH8506_PROJECTION: FLUSH
 AH8506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8506+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2003
 AH8506_ROD/PIPE-DEPTH: 11.6 meters
 AH8506_SLEEVE-DEPTH  : 0.9 meters
 AH8506
 AH8506  HISTORY     - Date     Condition        Report By
 AH8506  HISTORY     - 1998     MONUMENTED       NGS
 AH8506  HISTORY     - 19990119 GOOD             NGS
 AH8506  HISTORY     - 19990203 GOOD             NGS
 AH8506  HISTORY     - 20031222 GOOD             USPSQD
 AH8506  HISTORY     - 20070126 GOOD             GEOCAC
 AH8506
 AH8506                          STATION DESCRIPTION
 AH8506
 AH8506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8506'IN SCOTTSDALE, AT THE INTERSECTION OF NORTH 84TH STREET AND SAN
 AH8506'ROSENDO DRIVE, 52.8 M (173.2 FT) SOUTH OF THE EXTENDED CENTER OF THE
 AH8506'DRIVE, 24.1 M (79.1 FT) EAST OF THE STREET CENTER, 14.7 M (48.2 FT)
 AH8506'NORTH OF THE CENTER OF THE DRIVEWAY LEADING TO THE COCHISE ELEMENTARY
 AH8506'SCHOOL, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND A FENCE, 0.6 M (2.0
 AH8506'FT) SOUTH OF A CONCRETE WALL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AH8506'THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AH8506'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AH8506'MARK.  THE MONUMENT IS ON PROPERTY OWNED BY COCHISE ELEMENTARY SCHOOL,
 AH8506'9405 NORTH 84TH STREET, SCOTTSDALE, AZ 85258, TELEPHONE NUMBER (602)
 AH8506'443-7830.
 AH8506
 AH8506                          STATION RECOVERY (1999)
 AH8506
 AH8506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8506'THE STATION IS LOCATED IN THE NORTH SECTION OF SCOTTSDALE, ON THE
 AH8506'NORTH SIDE OF THE ENTRANCE ROAD OF COCHISE ELEMENTARY SCHOOL LOCATED
 AH8506'ON 84TH STREET AND ON THE WEST SIDE OF MOUNTAIN VIEW PARK, NEAR THE
 AH8506'NORTHEAST INSIDE CORNER OF A FENCE (AT THE POINT WHERE A METAL RAIL
 AH8506'FENCE JOINS A CONCRETE BLOCK FENCE).  TO REACH THE STATION FROM THE
 AH8506'JUNCTION OF NORTH 90TH STREET AND VIA LINDA ROAD IN THE NORTH SECTION
 AH8506'OF SCOTTSDALE, GO WEST ON VIA LINDA FOR 1.21 KM (0.75 MI) TO THE
 AH8506'JUNCTION OF 84TH STREET ON THE RIGHT.  TURN RIGHT, NORTH ON 84TH
 AH8506'STREET FOR 0.24 KM (0.15 MI) TO THE ENTRANCE ROAD FOR THE COCHISE
 AH8506'ELEMENTARY SCHOOL ON THE RIGHT AND THE STATION ON THE NORTH SIDE OF
 AH8506'THE ENTRANCE ROAD.  THE STATION IS A NGS 3D MARK, A STAINLESS STEEL
 AH8506'ROD DRIVEN TO REFUSAL, IN A 2.5 CM SLEEVE, ENCASED IN A 13 CM PVC PIPE
 AH8506'WITH A NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT
 AH8506'IS 18.29 M (60.01 FT) EAST-NORTHEAST OF THE EAST CURB OF 84TH STREET,
 AH8506'14.7 M (48.2 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 13.35 M
 AH8506'(43.80 FT) NORTH-NORTHEAST OF THE SCHOOL ENTRANCE SIGN, 11.73 M (38.48
 AH8506'FT) NORTHEAST OF A METAL POST WITH SIGN -DRUG FREE SCHOOL ZONE-, 0.61
 AH8506'M (2.00 FT) WEST OF THE METAL FENCE, 0.61 M (2.00 FT) SOUTH OF THE
 AH8506'CONCRETE BLOCK FENCE AND 0.55 M (1.80 FT) SOUTHWEST OF A FIBERGLASS
 AH8506'WITNESS POST AND GATED FENCE.
 AH8506
 AH8506                          STATION RECOVERY (2003)
 AH8506
 AH8506'RECOVERY NOTE BY US POWER SQUADRON 2003 (BL)
 AH8506'RECOVERED AS DESCRIBED.
 AH8506
 AH8506                          STATION RECOVERY (2007)
 AH8506
 AH8506'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AH8506'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AH8506'THE DESCRIPTION   THE ENTRANCE SIGN IS A BUS ONLY ENTRANCE SIGN, AND
 AH8506'DID NOT LOCATE THE  DRUG FREE SCHOOL ZONE- SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1965 ***********************************************************************
 DU1965  DESIGNATION -  COT
 DU1965  PID         -  DU1965
 DU1965  STATE/COUNTY-  AZ/GRAHAM
 DU1965  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU1965
 DU1965                         *CURRENT SURVEY CONTROL
 DU1965  ___________________________________________________________________
 DU1965* NAD 83(1992)-  33 10 08.54430(N)    110 25 32.21219(W)     ADJUSTED  
 DU1965* NAVD 88     -       849.9    (meters)    2788.     (feet)  VERTCON   
 DU1965  ___________________________________________________________________
 DU1965  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DU1965  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DU1965  HORZ ORDER  -  SECOND
 DU1965
 DU1965.The horizontal coordinates were established by classical geodetic methods
 DU1965.and adjusted by the National Geodetic Survey in August 1993.
 DU1965
 DU1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1965
 DU1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1965
 DU1965.The geoid height was determined by GEOID03.
 DU1965
 DU1965;                    North         East     Units Scale Factor Converg.
 DU1965;SPC AZ E     -   240,527.079   189,209.127   MT  0.99990719   -0 08 30.0
 DU1965;SPC AZ E     -   789,130.84    620,764.85   iFT  0.99990719   -0 08 30.0
 DU1965;SPC AZ C     -   241,487.386   352,429.739   MT  1.00013839   +0 48 57.2
 DU1965;SPC AZ C     -   792,281.45  1,156,265.55   iFT  1.00013839   +0 48 57.2
 DU1965;UTM  12      - 3,670,173.867   553,554.511   MT  0.99963536   +0 18 51.3
 DU1965
 DU1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1965!SPC AZ E     -   0.99987090  x   0.99990719  =   0.99977810
 DU1965!SPC AZ C     -   0.99987090  x   1.00013839  =   1.00000927
 DU1965!UTM  12      -   0.99987090  x   0.99963536  =   0.99950630
 DU1965
 DU1965:                Primary Azimuth Mark                     Grid Az
 DU1965:SPC AZ E     -  COT AZ MK                                017 05 51.5
 DU1965:SPC AZ C     -  COT AZ MK                                016 08 24.3
 DU1965:UTM  12      -  COT AZ MK                                016 38 30.2
 DU1965
 DU1965|---------------------------------------------------------------------|
 DU1965| PID    Reference Object                     Distance      Geod. Az  |
 DU1965|                                                           dddmmss.s |
 DU1965| CD2713 COT AZ MK                                          0165721.5 |
 DU1965| CD2714 COT RM 1                             15.910 METERS 12416     |
 DU1965| CD2715 COT RM 2                             15.023 METERS 23359     |
 DU1965| DU1975 COOLIDGE DAM WATER TANK             APPROX. 9.7 KM 2741933.9 |
 DU1965| DU1969 PERIDOT MISSION SCHOOL BELFRY       APPROX.16.2 KM 3495212.9 |
 DU1965|---------------------------------------------------------------------|
 DU1965
 DU1965                          SUPERSEDED SURVEY CONTROL
 DU1965
 DU1965  NAD 83(1986)-  33 10 08.54022(N)    110 25 32.21351(W) AD(       ) 2
 DU1965  NAD 27      -  33 10 08.32400(N)    110 25 29.86000(W) AD(       ) 2
 DU1965  NGVD 29 (07/19/86)  849.3    (m)         2786.     (f) VERT ANG    3  
 DU1965
 DU1965.Superseded values are not recommended for survey control.
 DU1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1965.See file dsdata.txt to determine how the superseded data were derived.
 DU1965
 DU1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5355570174(NAD 83)
 DU1965_MARKER: DS = TRIANGULATION STATION DISK
 DU1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1965
 DU1965  HISTORY     - Date     Condition        Report By
 DU1965  HISTORY     - 1945     MONUMENTED       CGS
 DU1965  HISTORY     - 1967     GOOD             AMS
 DU1965
 DU1965                          STATION DESCRIPTION
 DU1965
 DU1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1965'STATION IS ABOUT 26 MILES (AIR LINE) SE OF GLOBE, 13 MILES
 DU1965'SSE OF SAN CARLOS, 6 MILES E OF COOLIDGE DAM, AND 1 MILE S
 DU1965'OF SAN CARLOS LAKE.  IT IS LOCATED AT THE SMALL SETTLEMENT OF
 DU1965'COTTONWOOD.
 DU1965'
 DU1965'TO REACH STATION FROM THE CENTER OF COOLIDGE DAM ON U.S. HIGHWAY
 DU1965'70, GO 8.2 MILES TO THE COTTONWOOD SPRINGS GAS STATION ON THE
 DU1965'LEFT AND THE STATION ON THE RIGHT.
 DU1965'
 DU1965'THE STATION IS 179 FEET SSW OF THE FENCE CORNER E OF THE COTTONWOOD
 DU1965'SPRINGS GAS STATION, 57 FEET ESE OF THE CENTER LINE OF U.S.
 DU1965'HIGHWAY 70, AND 8.7 FEET W OF A 4 INCH SQUARE WHITE WITNESS POST.
 DU1965'IT IS MARKED BY A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1965'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 DU1965'STAMPED COT 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK
 DU1965'SET IN CONCRETE 18 INCHES BELOW THE SURFACE OF THE GROUND.
 DU1965'
 DU1965'REFERENCE MARK 1 IS SE OF THE STATION AND AT ABOUT THE SAME
 DU1965'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1965'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1965'COT NO 1 1945.
 DU1965'
 DU1965'REFERENCE MARK 2 IS SW OF THE STATION AND AT ABOUT THE SAME
 DU1965'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1965'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS
 DU1965'STAMPED COT NO 2 1945.
 DU1965'
 DU1965'AZIMUTH MARK IS ABOUT 1/3 MILE NNE OF THE STATION.  IT IS
 DU1965'LOCATED ON A LOW RIDGE 3 FEET E OF A 1-1/2-FOOT ROCK CAIRN.  IT
 DU1965'IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE POST WHICH
 DU1965'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED COT 1945.
 DU1965'TO REACH FROM STATION, GO E ON U.S. HIGHWAY 70 FOR 0.15 MILE
 DU1965'TO SIGN CHEVROLET ON LEFT (N) SIDE OF ROAD.  TURN N ON RIDGE
 DU1965'FOR 0.4 MILE TO AZIMUTH MARK.
 DU1965
 DU1965                          STATION RECOVERY (1967)
 DU1965
 DU1965'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1965'STATION COT IS LOCATED APPROXIMATELY 5.7 AIRMILES (E) OF
 DU1965'COOLIDGE DAM AND 12.9 AIRMILES (S) OF SAN CARLOS, ARIZONA.
 DU1965'
 DU1965'TO REACH FROM CENTER OF COOLIDGE DAM PROCEED (E) ON OLD U.S.
 DU1965'HWY 70 8.2 MI TO AN UNIMPROVED ROAD ON LEFT (N).  STATION IS
 DU1965'RIGHT (S) OF HWY AT THIS POINT ABOUT 50 FT FROM CENTERLINE AND
 DU1965'ABOUT 9 FT (W) OF A 4 IN X 4 IN WITNESS POST.  IT IS ALSO ABOUT
 DU1965'85 FT (NE) OF THE CENTER OF THE LARGEST OF SEVERAL CONCRETE SLABS
 DU1965'IN LINE WITH THE DIAGONAL OF THAT SLAB.
 DU1965'
 DU1965'STATION MARK IS A USC AND GS TRIANGULATION STATION DISK STAMPED
 DU1965'COT 1945.  IT IS SET IN A 9 IN X 9 IN CONCRETE MONUMENT WHICH
 DU1965'PROTRUDES 2 IN.
 DU1965'
 DU1965'R.M. 1 IS A USC AND GS REFERENCE DISK STAMPED COT NO 1 1945
 DU1965'SET IN A 9 IN X 9 IN CONCRETE MONUMENT.  FROM THE STATION IT
 DU1965'IS (SE) ON A MAG AZ OF 111 DEG AT A DISTANCE OF 15.91 M AND A DE OF
 DU1965'+0.40 M.
 DU1965'
 DU1965'R.M. 2 IS A USC AND GS REFERENCE DISK STAMPED COT NO 2 1945 SET
 DU1965'IN A 9 IN X 9 IN CONCRETE MONUMENT.  FROM THE STATION IT IS
 DU1965'(SW) ON A MAG AZ OF 220 DEG AT A DISTANCE OF 15.02 M AND A DE OF
 DU1965'+0.68 M.
 DU1965'
 DU1965'AZ MK IS A USC AND GS AZ MK DISK STAMPED COT 1945 SET IN A
 DU1965'9 IN X 9 IN CONCRETE MONUMENT ABOUT 3 FT (E) OF A ROCK CAIRN.
 DU1965'AZ MK IS LOCATED ON A LOW RIDGE ABOUT 0.4 MI (NNE) OF STATION.
 DU1965'TO REACH FROM STA CONTINUE (E) ON OLD U.S. HWY 70 0.15 MI
 DU1965'TO AN UNIMPROVED DIRT RD LEFT (N) AND A SIGN ON RIGHT, TURN
 DU1965'LEFT (N) ON UNIMPROVED RD 0.4 MI TO AZ MK.
 DU1965'
 DU1965'CONDITION OF ALL MARKS IS EXCELLENT.
 DU1965'
 DU1965'VIEW IN ALL DIRECTIONS FROM COT IS UNOBSTRUCTED EXCEPT FOR
 DU1965'RANDOM SMALL BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1860 ***********************************************************************
 DV1860  DESIGNATION -  COT
 DV1860  PID         -  DV1860
 DV1860  STATE/COUNTY-  AZ/MARICOPA
 DV1860  USGS QUAD   -  MC MICKEN DAM (1981)
 DV1860
 DV1860                         *CURRENT SURVEY CONTROL
 DV1860  ___________________________________________________________________
 DV1860* NAD 83(1992)-  33 39 41.24588(N)    112 26 04.80873(W)     ADJUSTED  
 DV1860* NAVD 88     -       416.0    (meters)    1365.     (feet)  VERTCON   
 DV1860  ___________________________________________________________________
 DV1860  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DV1860  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1860  HORZ ORDER  -  SECOND
 DV1860
 DV1860.The horizontal coordinates were established by classical geodetic methods
 DV1860.and adjusted by the National Geodetic Survey in August 1993.
 DV1860
 DV1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1860
 DV1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1860
 DV1860.The geoid height was determined by GEOID03.
 DV1860
 DV1860;                    North         East     Units Scale Factor Converg.
 DV1860;SPC AZ C     -   295,227.033   165,319.998   MT  0.99992844   -0 17 13.7
 DV1860;SPC AZ C     -   968,592.63    542,388.44   iFT  0.99992844   -0 17 13.7
 DV1860;UTM  12      - 3,725,543.252   366,982.743   MT  0.99981813   -0 47 43.2
 DV1860
 DV1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1860!SPC AZ C     -   0.99993941  x   0.99992844  =   0.99986786
 DV1860!UTM  12      -   0.99993941  x   0.99981813  =   0.99975755
 DV1860
 DV1860|---------------------------------------------------------------------|
 DV1860| PID    Reference Object                     Distance      Geod. Az  |
 DV1860|                                                           dddmmss.s |
 DV1860| CR7739 COT RM 1                             12.147 METERS 01625     |
 DV1860| DV0095 L 366                               APPROX. 1.4 KM 0305022.1 |
 DV1860| CR7740 COT RM 2                             12.110 METERS 20831     |
 DV1860|---------------------------------------------------------------------|
 DV1860
 DV1860                          SUPERSEDED SURVEY CONTROL
 DV1860
 DV1860  NAD 83(1986)-  33 39 41.23998(N)    112 26 04.81608(W) AD(       ) 2
 DV1860  NGVD 29 (07/20/87)  415.5    (m)         1363.     (f) VERT ANG    3  
 DV1860
 DV1860.Superseded values are not recommended for survey control.
 DV1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1860.See file dsdata.txt to determine how the superseded data were derived.
 DV1860
 DV1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6698325543(NAD 83)
 DV1860_MARKER: DS = TRIANGULATION STATION DISK
 DV1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1860+STABILITY: SURFACE MOTION
 DV1860
 DV1860  HISTORY     - Date     Condition        Report By
 DV1860  HISTORY     - 1986     MONUMENTED       AZDT
 DV1860  HISTORY     - 1986     GOOD             AZDT
 DV1860
 DV1860                          STATION DESCRIPTION
 DV1860
 DV1860'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1860'THE STATION IS LOCATED 3-1/2 MILES WEST OF BEARDSLEY ON THE MCMICKEN
 DV1860'DAM CONTROL OUTLET CHANNEL DIKE.
 DV1860'
 DV1860'THE STATION MARK IS AN AZDT DISK STAMPED---COT 1986---.  IT IS SET IN
 DV1860'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 18 INCHES LOWER THAN THE
 DV1860'TOP OF THE DIKE ALONG THE EAST SIDE.
 DV1860'
 DV1860'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---COT RM 1 1986---.  IT IS
 DV1860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 11 FEET EAST OF THE CENTER
 DV1860'OF THE ROAD.
 DV1860'
 DV1860'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---COT RM 2 1986---.  IT IS
 DV1860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 11 FEET SOUTHEAST OF THE
 DV1860'CENTER OF THE ROAD.
 DV1860'
 DV1860'THE AZIMUTH MARK IS A NGS BENCH MARK STAMPED---L 366 1967---.  IT IS
 DV1860'SET IN TOP OF A 5 INCH STEEL PIPE WHICH IS 6 INCHES BELOW THE GROUND
 DV1860'SURFACE.  IT IS 22 FEET EAST OF THE CENTER OF A BLADED ROAD, 5.5
 DV1860'FEET WEST OF A TELEPHONE POLE AND 2.5 FEET NORTH OF A WITNESS POST.
 DV1860'
 DV1860'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV1860'AVENUE IN SURPRISE TRAVEL NORTHWEST ALONG GRANDE AVENUE FOR 4.7 MILES
 DV1860'TO A BLADED ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTHWEST ON THE
 DV1860'BLADED ROAD TO A FORK.  TO REACH THE AZIMUTH MARK TRAVEL SOUTH ALONG
 DV1860'THE EAST SIDE OF THE CANEL FOR 1.0 MILE TO A FORK AND THE MARK IN THE
 DV1860'MEDIUM.  TAKE THE RIGHT FORK WEST A SHORT DISTANCE THEN TAKE THE LEFT
 DV1860'FORK TO THE TOP OF THE DIKE.  TURN RIGHT ALONG THE DIKE FOR 0.3 MILE
 DV1860'TO A GATE, PASS THROUGH THE GATE AND TURN LEFT.  TRAVEL SOUTH 0.35
 DV1860'MILE TO A GATE AND SPILLWAY.  PASS THROUGH GATE AND CONTINUE ALONG THE
 DV1860'DIKE FOR 1.3 MILES TO THE STATION ON THE LEFT.
 DV1860'
 DV1860'FOR A KEY TO THE GATES CONTACT THE MARICOPA FLOOD DISTRICT OFFICE.
 DV1860
 DV1860                          STATION RECOVERY (1986)
 DV1860
 DV1860'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1860'THE STATION WAS RECOVERED AT THIS DATE.
 DV1860'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1860'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1916 ***********************************************************************
 AI1916  DESIGNATION -  COT1
 AI1916  PID         -  AI1916
 AI1916  STATE/COUNTY-  AZ/MARICOPA
 AI1916  USGS QUAD   -  TEMPE (1982)
 AI1916
 AI1916                         *CURRENT SURVEY CONTROL
 AI1916  ___________________________________________________________________
 AI1916* NAD 83(2007)-  33 25 13.11792(N)    111 52 27.83318(W)     ADJUSTED  
 AI1916* NAVD 88     -       369.6    (meters)    1213.     (feet)  GPS OBS   
 AI1916  ___________________________________________________________________
 AI1916  EPOCH DATE  -        2007.00
 AI1916  X           -  -1,985,526.703 (meters)                     COMP
 AI1916  Y           -  -4,945,537.205 (meters)                     COMP
 AI1916  Z           -   3,493,147.724 (meters)                     COMP
 AI1916  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AI1916  ELLIP HEIGHT-         339.858 (meters)          (02/10/07) ADJUSTED
 AI1916  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AI1916
 AI1916  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1916  Type    PID    Designation                      North   East  Ellip
 AI1916  -------------------------------------------------------------------
 AI1916  NETWORK AI1916 COT1                              0.51   0.45   1.57
 AI1916  -------------------------------------------------------------------
 AI1916
 AI1916.The horizontal coordinates were established by GPS observations
 AI1916.and adjusted by the National Geodetic Survey in February 2007.
 AI1916
 AI1916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1916.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1916.The horizontal coordinates are valid at the epoch date displayed above.
 AI1916.The epoch date for horizontal control is a decimal equivalence
 AI1916.of Year/Month/Day.
 AI1916
 AI1916.The orthometric height was determined by GPS observations and a
 AI1916.high-resolution geoid model.
 AI1916
 AI1916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1916
 AI1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1916
 AI1916.The ellipsoidal height was determined by GPS observations
 AI1916.and is referenced to NAD 83.
 AI1916
 AI1916.The geoid height was determined by GEOID03.
 AI1916
 AI1916;                    North         East     Units Scale Factor Converg.
 AI1916;SPC AZ C     -   268,363.566   217,290.904   MT  0.99990019   +0 01 23.8
 AI1916;SPC AZ C     -   880,457.89    712,896.67   iFT  0.99990019   +0 01 23.8
 AI1916;UTM  12      - 3,698,225.859   418,705.612   MT  0.99968148   -0 28 53.8
 AI1916
 AI1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1916!SPC AZ C     -   0.99994665  x   0.99990019  =   0.99984684
 AI1916!UTM  12      -   0.99994665  x   0.99968148  =   0.99962814
 AI1916
 AI1916                          SUPERSEDED SURVEY CONTROL
 AI1916
 AI1916  NAD 83(1992)-  33 25 13.11715(N)    111 52 27.83221(W) AD(       ) A
 AI1916  ELLIP H (09/30/99)  339.885  (m)                       GP(       ) 3 1
 AI1916
 AI1916.Superseded values are not recommended for survey control.
 AI1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1916.See file dsdata.txt to determine how the superseded data were derived.
 AI1916
 AI1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1870698226(NAD 83)
 AI1916_MARKER: DD = SURVEY DISK
 AI1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1916_MARK LOGO: AZ0290
 AI1916_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1916+STABILITY: SURFACE MOTION
 AI1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1916+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 AI1916
 AI1916  HISTORY     - Date     Condition        Report By
 AI1916  HISTORY     - UNK      MONUMENTED       AZ0290
 AI1916  HISTORY     - 19990202 GOOD             AZ0420
 AI1916  HISTORY     - 20060224 GOOD             GEOCAC
 AI1916
 AI1916                          STATION DESCRIPTION
 AI1916
 AI1916'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1916'THE STATION IS LOCATED IN MESA, AT THE INTERSECTION OF DOBSON ROAD AND
 AI1916'3RD STREET.  OWNERSHIP--CITY OF MESA.  TO REACH THE STATION FROM THE
 AI1916'INTERSECTION OF MILL AVE AND 5TH STREET IN TEMPE, GO SOUTH FOR 0.25 MI
 AI1916'(0.40 KM) ON MILL AVE TO UNIVERSITY DRIVE.  TURN LEFT AND GO EAST FOR
 AI1916'3.7 MI (6.0 KM) ON UNIVERSITY DRIVE TO DOBSON ROAD.  TURN RIGHT AND GO
 AI1916'SOUTH FOR 0.2 MI (0.3 KM) ON DOBSON RD TO THE JUNCTION OF 3RD ST AND
 AI1916'THE STATION, AT THE CENTERLINE INTERSECTION OF DOBSON ROAD AND 3RD
 AI1916'STREET, IN THE CENTER OF THE SAFETY LANE OF DOBSON ROAD.  THE STATION
 AI1916'IS RECESSED 16 CM BELOW GROUND.  LOCATED 274.31 FT (83.61 M) SOUTHWEST
 AI1916'FROM A FIRE HYDRANT, 151.89 FT (46.30 M) SOUTHEAST FROM A WELL, 149.21
 AI1916'FT (45.48 M) NORTHWEST FROM A FIRE HYDRANT, 52.8 FT (16.1 M) NORTHEAST
 AI1916'FROM THE SOUTHWEST CURB CORNER, 10.13 FT (3.09 M) EAST FROM THE EAST
 AI1916'EDGE OF THE DOBSON ROAD SOUTHBOUND LANES AND 9.01 FT (2.75 M) WEST
 AI1916'FROM THE WEST EDGE OF THE DOBSON ROAD NORTHBOUND LANES.  ACCESS TO THE
 AI1916'STATION IS THROUGH A HAND HOLE.
 AI1916
 AI1916                          STATION RECOVERY (2006)
 AI1916
 AI1916'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AI1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8498 ***********************************************************************
 AH8498  FBN         -  This is a Federal Base Network Control Station.
 AH8498  DESIGNATION -  COT1 A
 AH8498  PID         -  AH8498
 AH8498  STATE/COUNTY-  AZ/PIMA
 AH8498  USGS QUAD   -  TUCSON (1992)
 AH8498
 AH8498                         *CURRENT SURVEY CONTROL
 AH8498  ___________________________________________________________________
 AH8498* NAD 83(2007)-  32 13 12.44884(N)    110 57 47.41217(W)     ADJUSTED  
 AH8498* NAVD 88     -       733.643  (meters)    2406.96   (feet)  ADJUSTED  
 AH8498  ___________________________________________________________________
 AH8498  EPOCH DATE  -        2007.00
 AH8498  X           -  -1,932,546.777 (meters)                     COMP
 AH8498  Y           -  -5,044,145.457 (meters)                     COMP
 AH8498  Z           -   3,381,482.390 (meters)                     COMP
 AH8498  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AH8498  ELLIP HEIGHT-         704.375 (meters)          (02/10/07) ADJUSTED
 AH8498  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AH8498  DYNAMIC HT  -         732.636 (meters)    2403.66  (feet)  COMP
 AH8498
 AH8498  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH8498  Type    PID    Designation                      North   East  Ellip
 AH8498  -------------------------------------------------------------------
 AH8498  NETWORK AH8498 COT1 A                            0.80   0.76   0.84
 AH8498  -------------------------------------------------------------------
 AH8498  MODELED GRAV-     979,242.9   (mgal)                       NAVD 88
 AH8498
 AH8498  VERT ORDER  -  FIRST     CLASS II
 AH8498
 AH8498.The horizontal coordinates were established by GPS observations
 AH8498.and adjusted by the National Geodetic Survey in February 2007.
 AH8498
 AH8498.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH8498.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH8498.The horizontal coordinates are valid at the epoch date displayed above.
 AH8498.The epoch date for horizontal control is a decimal equivalence
 AH8498.of Year/Month/Day.
 AH8498
 AH8498.The orthometric height was determined by differential leveling
 AH8498.and adjusted in July 2002.
 AH8498
 AH8498.Photographs are available for this station.
 AH8498
 AH8498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8498
 AH8498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8498
 AH8498.The ellipsoidal height was determined by GPS observations
 AH8498.and is referenced to NAD 83.
 AH8498
 AH8498.The geoid height was determined by GEOID03.
 AH8498
 AH8498.The dynamic height is computed by dividing the NAVD 88
 AH8498.geopotential number by the normal gravity value computed on the
 AH8498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8498.degrees latitude (g = 980.6199 gals.).
 AH8498
 AH8498.The modeled gravity was interpolated from observed gravity values.
 AH8498
 AH8498;                    North         East     Units Scale Factor Converg.
 AH8498;SPC AZ C     -   135,672.681   303,235.786   MT  0.99999958   +0 30 30.3
 AH8498;SPC AZ C     -   445,120.34    994,868.06   iFT  0.99999958   +0 30 30.3
 AH8498;UTM  12      - 3,564,835.872   503,470.449   MT  0.99960015   +0 01 10.7
 AH8498
 AH8498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8498!SPC AZ C     -   0.99988942  x   0.99999958  =   0.99988900
 AH8498!UTM  12      -   0.99988942  x   0.99960015  =   0.99948961
 AH8498
 AH8498                          SUPERSEDED SURVEY CONTROL
 AH8498
 AH8498  NAD 83(1992)-  32 13 12.44812(N)    110 57 47.41111(W) AD(       ) B
 AH8498  ELLIP H (09/30/99)  704.394  (m)                       GP(       ) 3 1
 AH8498  NAVD 88 (09/30/99)  733.64   (m)         2407.0    (f) LEVELING    3  
 AH8498
 AH8498.Superseded values are not recommended for survey control.
 AH8498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8498.See file dsdata.txt to determine how the superseded data were derived.
 AH8498
 AH8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0347064836(NAD 83)
 AH8498_MARKER: DV = VERTICAL CONTROL DISK
 AH8498_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8498_SP_SET: ABUTMENT
 AH8498_STAMPING: COT1 A 1999
 AH8498_MARK LOGO: NGS   
 AH8498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8498+STABILITY: SURFACE MOTION
 AH8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8498+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 AH8498
 AH8498  HISTORY     - Date     Condition        Report By
 AH8498  HISTORY     - 1999     MONUMENTED       NGS
 AH8498  HISTORY     - 19990308 GOOD             NGS
 AH8498  HISTORY     - 20050202 GOOD             COMPDA
 AH8498  HISTORY     - 20060705 GOOD             GEOCAC
 AH8498
 AH8498                          STATION DESCRIPTION
 AH8498
 AH8498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8498'IN TUCSON, AT THE INTERSECTION OF 12TH STREET AND TOOLE AVENUE, NEAR
 AH8498'THE CENTER OF THE CONCRETE ABUTMENT RETAINING WALL OF THE SOUTHEAST
 AH8498'ABUTMENT OF THE AVENUE OVERPASS OF BROADWAY STREET, IN THE MEDIAN OF
 AH8498'THE AVENUE, 13.5 M (44.3 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF
 AH8498'12TH STREET, 6.8 M (22.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AH8498'NORTHBOUND LANES OF THE AVENUE, 4.7 M (15.4 FT) NORTHEAST OF THE
 AH8498'CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 1.4 M (4.6 FT)
 AH8498'NORTHWEST OF THE SOUTHEAST END OF THE MEDIAN CURB, AND 0.3 M (1.0 FT)
 AH8498'ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE MONUMENT IS ON CITY STREET
 AH8498'RIGHT-OF-WAY.
 AH8498
 AH8498                          STATION RECOVERY (1999)
 AH8498
 AH8498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8498'RECOVERED AS DESCRIBED.
 AH8498
 AH8498                          STATION RECOVERY (2005)
 AH8498
 AH8498'RECOVERY NOTE BY COMPASSDATA INC 2005 (IR)
 AH8498'RECOVERED IN GOOD CONDITION.
 AH8498
 AH8498                          STATION RECOVERY (2006)
 AH8498
 AH8498'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 AH8498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8499 ***********************************************************************
 AH8499  FBN         -  This is a Federal Base Network Control Station.
 AH8499  DESIGNATION -  COT1 B
 AH8499  PID         -  AH8499
 AH8499  STATE/COUNTY-  AZ/PIMA
 AH8499  USGS QUAD   -  TUCSON (1992)
 AH8499
 AH8499                         *CURRENT SURVEY CONTROL
 AH8499  ___________________________________________________________________
 AH8499* NAD 83(2007)-  32 13 38.87418(N)    110 58 18.70794(W)     ADJUSTED  
 AH8499* NAVD 88     -       721.933  (meters)    2368.54   (feet)  ADJUSTED  
 AH8499  ___________________________________________________________________
 AH8499  EPOCH DATE  -        2007.00
 AH8499  X           -  -1,933,153.174 (meters)                     COMP
 AH8499  Y           -  -5,043,437.600 (meters)                     COMP
 AH8499  Z           -   3,382,164.824 (meters)                     COMP
 AH8499  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AH8499  ELLIP HEIGHT-         692.662 (meters)          (02/10/07) ADJUSTED
 AH8499  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AH8499  DYNAMIC HT  -         720.943 (meters)    2365.29  (feet)  COMP
 AH8499
 AH8499  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH8499  Type    PID    Designation                      North   East  Ellip
 AH8499  -------------------------------------------------------------------
 AH8499  NETWORK AH8499 COT1 B                            0.76   0.78   0.82
 AH8499  -------------------------------------------------------------------
 AH8499  MODELED GRAV-     979,245.8   (mgal)                       NAVD 88
 AH8499
 AH8499  VERT ORDER  -  FIRST     CLASS II
 AH8499
 AH8499.The horizontal coordinates were established by GPS observations
 AH8499.and adjusted by the National Geodetic Survey in February 2007.
 AH8499
 AH8499.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH8499.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH8499.The horizontal coordinates are valid at the epoch date displayed above.
 AH8499.The epoch date for horizontal control is a decimal equivalence
 AH8499.of Year/Month/Day.
 AH8499
 AH8499.The orthometric height was determined by differential leveling
 AH8499.and adjusted in July 2002.
 AH8499
 AH8499.Photographs are available for this station.
 AH8499
 AH8499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8499
 AH8499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8499
 AH8499.The ellipsoidal height was determined by GPS observations
 AH8499.and is referenced to NAD 83.
 AH8499
 AH8499.The geoid height was determined by GEOID03.
 AH8499
 AH8499.The dynamic height is computed by dividing the NAVD 88
 AH8499.geopotential number by the normal gravity value computed on the
 AH8499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8499.degrees latitude (g = 980.6199 gals.).
 AH8499
 AH8499.The modeled gravity was interpolated from observed gravity values.
 AH8499
 AH8499;                    North         East     Units Scale Factor Converg.
 AH8499;SPC AZ C     -   136,479.389   302,409.176   MT  0.99999776   +0 30 14.0
 AH8499;SPC AZ C     -   447,767.02    992,156.09   iFT  0.99999776   +0 30 14.0
 AH8499;UTM  12      - 3,565,649.278   502,651.078   MT  0.99960009   +0 00 54.0
 AH8499
 AH8499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8499!SPC AZ C     -   0.99989125  x   0.99999776  =   0.99988901
 AH8499!UTM  12      -   0.99989125  x   0.99960009  =   0.99949139
 AH8499
 AH8499|---------------------------------------------------------------------|
 AH8499| PID    Reference Object                     Distance      Geod. Az  |
 AH8499|                                                           dddmmss.s |
 AH8499| AI1946 TUCSON CORS ARP                     334.160 METERS 18003     |
 AH8499|---------------------------------------------------------------------|
 AH8499
 AH8499                          SUPERSEDED SURVEY CONTROL
 AH8499
 AH8499  NAD 83(1992)-  32 13 38.87345(N)    110 58 18.70688(W) AD(       ) B
 AH8499  ELLIP H (09/30/99)  692.681  (m)                       GP(       ) 3 1
 AH8499  NAVD 88 (09/30/99)  721.93   (m)         2368.5    (f) LEVELING    3  
 AH8499
 AH8499.Superseded values are not recommended for survey control.
 AH8499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8499.See file dsdata.txt to determine how the superseded data were derived.
 AH8499
 AH8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0265165649(NAD 83)
 AH8499_MARKER: F = FLANGE-ENCASED ROD
 AH8499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8499_STAMPING: COT1 B 1999
 AH8499_MARK LOGO: NGS   
 AH8499_PROJECTION: FLUSH
 AH8499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8499+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AH8499_ROD/PIPE-DEPTH: 6.5  meters
 AH8499_SLEEVE-DEPTH  : 0.9 meters
 AH8499
 AH8499  HISTORY     - Date     Condition        Report By
 AH8499  HISTORY     - 1999     MONUMENTED       NGS
 AH8499  HISTORY     - 19990308 GOOD             NGS
 AH8499  HISTORY     - 20060315 GOOD             USPSQD
 AH8499  HISTORY     - 20070528 GOOD             GEOCAC
 AH8499
 AH8499                          STATION DESCRIPTION
 AH8499
 AH8499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8499'IN TUCSON, AT THE INTERSECTION OF 6TH STREET AND STONE AVENUE, 32.0 M
 AH8499'(105.0 FT) NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 AH8499'26.3 M (86.3 FT) SOUTH OF THE STREET CENTER, 12.7 M (41.7 FT) WEST OF
 AH8499'THE AVENUE CENTER, 2.4 M (7.9 FT) WEST OF A GUARD RAIL, AND 1.6 M (5.2
 AH8499'FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DISK IS THROUGH A
 AH8499'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AH8499'FOR A CLASS A MARK.  NOTE--THE MONUMENT IS ON CITY STREET
 AH8499'RIGHT-OF-WAY.
 AH8499
 AH8499                          STATION RECOVERY (1999)
 AH8499
 AH8499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AH8499'RECOVERED AS DESCRIBED.
 AH8499
 AH8499                          STATION RECOVERY (2006)
 AH8499
 AH8499'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 AH8499'RECOVERED AS DESCRIBED.
 AH8499
 AH8499                          STATION RECOVERY (2007)
 AH8499
 AH8499'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AH8499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1917 ***********************************************************************
 AI1917  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1917  DESIGNATION -  COT2
 AI1917  PID         -  AI1917
 AI1917  STATE/COUNTY-  AZ/MARICOPA
 AI1917  USGS QUAD   -  TEMPE (1982)
 AI1917
 AI1917                         *CURRENT SURVEY CONTROL
 AI1917  ___________________________________________________________________
 AI1917* NAD 83(2007)-  33 23 18.79104(N)    111 52 59.87403(W)     ADJUSTED  
 AI1917* NAVD 88     -       364.61   (meters)    1196.2    (feet)  GPS OBS   
 AI1917  ___________________________________________________________________
 AI1917  EPOCH DATE  -        2007.00
 AI1917  X           -  -1,987,016.141 (meters)                     COMP
 AI1917  Y           -  -4,947,024.343 (meters)                     COMP
 AI1917  Z           -   3,490,204.374 (meters)                     COMP
 AI1917  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AI1917  ELLIP HEIGHT-         334.807 (meters)          (02/10/07) ADJUSTED
 AI1917  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AI1917
 AI1917  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1917  Type    PID    Designation                      North   East  Ellip
 AI1917  -------------------------------------------------------------------
 AI1917  NETWORK AI1917 COT2                              0.45   0.37   0.96
 AI1917  -------------------------------------------------------------------
 AI1917
 AI1917.The horizontal coordinates were established by GPS observations
 AI1917.and adjusted by the National Geodetic Survey in February 2007.
 AI1917
 AI1917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1917.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1917.The horizontal coordinates are valid at the epoch date displayed above.
 AI1917.The epoch date for horizontal control is a decimal equivalence
 AI1917.of Year/Month/Day.
 AI1917
 AI1917.The orthometric height was determined by GPS observations and a
 AI1917.high-resolution geoid model.
 AI1917.The orthometric height was determined by GPS observations and a
 AI1917.high-resolution geoid model using precise GPS observation and
 AI1917.processing techniques.
 AI1917
 AI1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1917
 AI1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1917
 AI1917.The ellipsoidal height was determined by GPS observations
 AI1917.and is referenced to NAD 83.
 AI1917
 AI1917.The geoid height was determined by GEOID03.
 AI1917
 AI1917;                    North         East     Units Scale Factor Converg.
 AI1917;SPC AZ C     -   264,841.343   216,464.327   MT  0.99990012   +0 01 06.1
 AI1917;SPC AZ C     -   868,902.04    710,184.80   iFT  0.99990012   +0 01 06.1
 AI1917;UTM  12      - 3,694,711.819   417,848.228   MT  0.99968321   -0 29 10.0
 AI1917
 AI1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1917!SPC AZ C     -   0.99994744  x   0.99990012  =   0.99984757
 AI1917!UTM  12      -   0.99994744  x   0.99968321  =   0.99963067
 AI1917
 AI1917                          SUPERSEDED SURVEY CONTROL
 AI1917
 AI1917  NAD 83(1992)-  33 23 18.79023(N)    111 52 59.87307(W) AD(       ) A
 AI1917  ELLIP H (09/30/99)  334.839  (m)                       GP(       ) 3 1
 AI1917
 AI1917.Superseded values are not recommended for survey control.
 AI1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1917.See file dsdata.txt to determine how the superseded data were derived.
 AI1917
 AI1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1784894712(NAD 83)
 AI1917_MARKER: DD = SURVEY DISK
 AI1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1917_STAMPING: COT2
 AI1917_MARK LOGO: AZ0490
 AI1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1917+STABILITY: SURFACE MOTION
 AI1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1917+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 AI1917
 AI1917  HISTORY     - Date     Condition        Report By
 AI1917  HISTORY     - 1999     MONUMENTED       AZ0490
 AI1917  HISTORY     - 19990212 GOOD             AZ0420
 AI1917  HISTORY     - 20000329 GOOD             MCDOT
 AI1917  HISTORY     - 20060407 GOOD             GEOCAC
 AI1917
 AI1917                          STATION DESCRIPTION
 AI1917
 AI1917'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1917'THE STATION IS LOCATED IN TEMPE, ON THE CENTER ALIGNMENT OF EVERGREEN
 AI1917'ROAD.  OWNERSHIP--CITY OF TEMPE.  TO REACH THE STATION FROM THE
 AI1917'INTERSECTION OF MILL AVE AND 5TH STREET IN TEMPE, GO SOUTH FOR 1.7 MI
 AI1917'(2.7 KM) ON MILL AVE TO SOUTHERN AVENUE.  TURN RIGHT AND GO EAST FOR
 AI1917'3.5 MI (5.6 KM) ON SOUTHERN AVE TO EVERGREEN ROAD.  TURN RIGHT AND GO
 AI1917'SOUTH FOR 0.5 MI (0.8 KM) ON EVERGREEN TO THE INTERSECTION OF HERMOSA
 AI1917'DRIVE AND THE STATION,IN THE CENTER OF EVERGREEN ROAD.  LOCATED 163.4
 AI1917'FT (49.8 M) NORTHWEST FROM EHRHARDT PARK CONCRETE SIGN, 121.51 FT
 AI1917'(37.04 M) SOUTHWEST FROM A WELL, 53.10 FT (16.18 M) NORTHEAST FROM A
 AI1917'TELEPHONE POLE, 48.3 FT (14.7 M) SOUTHEAST FROM A FIRE HYDRANT, 20.34
 AI1917'FT (6.20 M) WEST FROM THE EAST CURB OF EVERGREEN ROAD AND FLUSH WITH
 AI1917'PAVEMENT.
 AI1917
 AI1917                          STATION RECOVERY (2000)
 AI1917
 AI1917'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 AI1917'RECOVERED AS DESCRIBED.
 AI1917
 AI1917                          STATION RECOVERY (2006)
 AI1917
 AI1917'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AI1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1918 ***********************************************************************
 AI1918  DESIGNATION -  COT3
 AI1918  PID         -  AI1918
 AI1918  STATE/COUNTY-  AZ/MARICOPA
 AI1918  USGS QUAD   -  GUADALUPE (1982)
 AI1918
 AI1918                         *CURRENT SURVEY CONTROL
 AI1918  ___________________________________________________________________
 AI1918* NAD 83(2007)-  33 19 38.59015(N)    111 57 15.80233(W)     ADJUSTED  
 AI1918* NAVD 88     -       365.0    (meters)    1198.     (feet)  GPS OBS   
 AI1918  ___________________________________________________________________
 AI1918  EPOCH DATE  -        2007.00
 AI1918  X           -  -1,994,547.623 (meters)                     COMP
 AI1918  Y           -  -4,948,015.441 (meters)                     COMP
 AI1918  Z           -   3,484,537.906 (meters)                     COMP
 AI1918  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AI1918  ELLIP HEIGHT-         335.240 (meters)          (02/10/07) ADJUSTED
 AI1918  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AI1918
 AI1918  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1918  Type    PID    Designation                      North   East  Ellip
 AI1918  -------------------------------------------------------------------
 AI1918  NETWORK AI1918 COT3                              0.49   0.45   1.45
 AI1918  -------------------------------------------------------------------
 AI1918
 AI1918.The horizontal coordinates were established by GPS observations
 AI1918.and adjusted by the National Geodetic Survey in February 2007.
 AI1918
 AI1918.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1918.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1918.The horizontal coordinates are valid at the epoch date displayed above.
 AI1918.The epoch date for horizontal control is a decimal equivalence
 AI1918.of Year/Month/Day.
 AI1918
 AI1918.The orthometric height was determined by GPS observations and a
 AI1918.high-resolution geoid model.
 AI1918
 AI1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1918
 AI1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1918
 AI1918.The ellipsoidal height was determined by GPS observations
 AI1918.and is referenced to NAD 83.
 AI1918
 AI1918.The geoid height was determined by GEOID03.
 AI1918
 AI1918;                    North         East     Units Scale Factor Converg.
 AI1918;SPC AZ C     -   258,058.085   209,848.105   MT  0.99990015   -0 01 14.6
 AI1918;SPC AZ C     -   846,647.26    688,478.03   iFT  0.99990015   -0 01 14.6
 AI1918;UTM  12      - 3,687,988.443   411,173.987   MT  0.99969728   -0 31 27.8
 AI1918
 AI1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1918!SPC AZ C     -   0.99994737  x   0.99990015  =   0.99984753
 AI1918!UTM  12      -   0.99994737  x   0.99969728  =   0.99964467
 AI1918
 AI1918                          SUPERSEDED SURVEY CONTROL
 AI1918
 AI1918  NAD 83(1992)-  33 19 38.58936(N)    111 57 15.80151(W) AD(       ) A
 AI1918  ELLIP H (09/30/99)  335.269  (m)                       GP(       ) 3 1
 AI1918
 AI1918.Superseded values are not recommended for survey control.
 AI1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1918.See file dsdata.txt to determine how the superseded data were derived.
 AI1918
 AI1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1117487988(NAD 83)
 AI1918_MARKER: DD = SURVEY DISK
 AI1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1918_STAMPING: COT3
 AI1918_MARK LOGO: AZ0490
 AI1918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1918+STABILITY: SURFACE MOTION
 AI1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1918+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 AI1918
 AI1918  HISTORY     - Date     Condition        Report By
 AI1918  HISTORY     - UNK      MONUMENTED       AZ0490
 AI1918  HISTORY     - 19990212 GOOD             AZ0420
 AI1918  HISTORY     - 20060823 GOOD             GEOCAC
 AI1918
 AI1918                          STATION DESCRIPTION
 AI1918
 AI1918'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1918'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH-SOUTHWEST OF THE
 AI1918'CENTER OF TEMPE, IN THE CENTER OF THE CUL-DE-SAC ON HARDY ROAD.
 AI1918'OWNERSHIP--CITY OF TEMPE.  TO REACH THE STATION FROM THE INTERSECTION
 AI1918'OF MILL AVENUE AND 5TH STREET IN TEMPE, GO SOUTH FOR 3.5 MI (5.6 KM)
 AI1918'ON MILL AVENUE TO BASELINE ROAD.  TURN RIGHT AND GO WEST FOR 0.5 MI
 AI1918'(0.8 KM) ON BASELINE ROAD TO KYRENE ROAD.  TURN LEFT AND GO SOUTH FOR
 AI1918'3.0 MI (4.8 KM) ON KYRENE ROAD TO WARNER ROAD.  TURN RIGHT AND GO WEST
 AI1918'FOR 0.5 MI (0.8 KM) ON WARNER ROAD TO HARDY ROAD.  TURN LEFT AND GO
 AI1918'SOUTH FOR 0.5 MI (0.8 KM) ON HARDY ROAD TO THE STATION.  THE STATION
 AI1918'IS FLUSH WITH GROUND AT THE CENTER OF THE CUL-DE-SAC. LOCATED 60.63 FT
 AI1918'(18.48 M) SOUTHEAST FROM A LIGHT POLE, 59.71 FT (18.20 M) WEST FROM A
 AI1918'FIRE HYDRANT, 57.7 FT (17.6 M) NORTH FROM A SEWER MANHOLE, 49.4 FT
 AI1918'(15.1 M) SOUTH FROM A SEWER MANHOLE AND 43.32 FT (13.20 M) EAST FROM
 AI1918'THE CURB OF HARDY ROAD.
 AI1918
 AI1918                          STATION RECOVERY (2006)
 AI1918
 AI1918'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AI1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1919 ***********************************************************************
 AI1919  DESIGNATION -  COT4
 AI1919  PID         -  AI1919
 AI1919  STATE/COUNTY-  AZ/MARICOPA
 AI1919  USGS QUAD   -  GUADALUPE (1982)
 AI1919
 AI1919                         *CURRENT SURVEY CONTROL
 AI1919  ___________________________________________________________________
 AI1919* NAD 83(2007)-  33 19 25.52698(N)    111 53 32.07578(W)     ADJUSTED  
 AI1919* NAVD 88     -       361.7    (meters)    1187.     (feet)  GPS OBS   
 AI1919  ___________________________________________________________________
 AI1919  EPOCH DATE  -        2007.00
 AI1919  X           -  -1,989,260.954 (meters)                     COMP
 AI1919  Y           -  -4,950,378.505 (meters)                     COMP
 AI1919  Z           -   3,484,199.771 (meters)                     COMP
 AI1919  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AI1919  ELLIP HEIGHT-         331.889 (meters)          (02/10/07) ADJUSTED
 AI1919  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AI1919
 AI1919  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1919  Type    PID    Designation                      North   East  Ellip
 AI1919  -------------------------------------------------------------------
 AI1919  NETWORK AI1919 COT4                              0.51   0.47   1.53
 AI1919  -------------------------------------------------------------------
 AI1919
 AI1919.The horizontal coordinates were established by GPS observations
 AI1919.and adjusted by the National Geodetic Survey in February 2007.
 AI1919
 AI1919.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1919.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1919.The horizontal coordinates are valid at the epoch date displayed above.
 AI1919.The epoch date for horizontal control is a decimal equivalence
 AI1919.of Year/Month/Day.
 AI1919
 AI1919.The orthometric height was determined by GPS observations and a
 AI1919.high-resolution geoid model.
 AI1919
 AI1919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1919
 AI1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1919
 AI1919.The ellipsoidal height was determined by GPS observations
 AI1919.and is referenced to NAD 83.
 AI1919
 AI1919.The geoid height was determined by GEOID03.
 AI1919
 AI1919;                    North         East     Units Scale Factor Converg.
 AI1919;SPC AZ C     -   257,655.301   215,633.845   MT  0.99990006   +0 00 48.3
 AI1919;SPC AZ C     -   845,325.79    707,460.12   iFT  0.99990006   +0 00 48.3
 AI1919;UTM  12      - 3,687,534.912   416,954.754   MT  0.99968503   -0 29 24.7
 AI1919
 AI1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1919!SPC AZ C     -   0.99994790  x   0.99990006  =   0.99984796
 AI1919!UTM  12      -   0.99994790  x   0.99968503  =   0.99963294
 AI1919
 AI1919                          SUPERSEDED SURVEY CONTROL
 AI1919
 AI1919  NAD 83(1992)-  33 19 25.52614(N)    111 53 32.07483(W) AD(       ) A
 AI1919  ELLIP H (09/30/99)  331.917  (m)                       GP(       ) 3 1
 AI1919
 AI1919.Superseded values are not recommended for survey control.
 AI1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1919.See file dsdata.txt to determine how the superseded data were derived.
 AI1919
 AI1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1695587535(NAD 83)
 AI1919_MARKER: DD = SURVEY DISK
 AI1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1919_STAMPING: COT4
 AI1919_MARK LOGO: AZ0080
 AI1919_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1919+STABILITY: SURFACE MOTION
 AI1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1919+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 AI1919
 AI1919  HISTORY     - Date     Condition        Report By
 AI1919  HISTORY     - UNK      MONUMENTED
 AI1919  HISTORY     - 19990212 GOOD             AZ0420
 AI1919  HISTORY     - 20051202 GOOD             GEOCAC
 AI1919
 AI1919                          STATION DESCRIPTION
 AI1919
 AI1919'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1919'THE STATION IS IN CHANDLER, AT THE CENTERLINE INTERSECTION OF MISSION
 AI1919'PARK BLVD AND FIREHOUSE COURT.  OWNERSHIP--CITY OF CHANDLER.  TO REACH
 AI1919'THE STATION FROM THE JUNCTION OF MILL AVENUE AND 5TH STREET IN TEMPE,
 AI1919'GO SOUTH FOR 0.4 KM (0.25 MI) ON MILL AVENUE TO UNIVERSITY DRIVE.
 AI1919'TURN LEFT AND GO EAST FOR 4.4 KM (2.75 MI) ON UNIVERSITY DRIVE TO
 AI1919'PRICE ROAD.  TURN RIGHT AND GO SOUTH FOR 11.25 KM (7.00 MI) ON PRICE
 AI1919'ROAD TO RAY ROAD.  TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON RAY
 AI1919'ROAD TO MISSION PARK BOULEVARD.  TURN LEFT AND GO NORTH, NORTHWEST
 AI1919'THEN WEST FOR 0.7 KM (0.45 MI) ON MISSION PARK BOULEVARD TO THE
 AI1919'JUNCTION OF FIREHOUSE COURT AND THE STATION.  THE STATION IS FLUSH
 AI1919'WITH PAVEMENT.  LOCATED 253.63 FT (77.31 M) EAST FROM THE EAST EDGE OF
 AI1919'THE FUTURE 101 FREEWAY NORTHBOUND LANES, 42.33 FT (12.90 M) SOUTH FROM
 AI1919'A SEWER MANHOLE, 35.29 FT (10.76 M) SOUTHWEST FROM NORTHEAST CURB
 AI1919'CORNER, 32.23 FT (9.82 M) SOUTHEAST FROM THE NORTHWEST CURB CORNER AND
 AI1919'22.63 FT (6.90 M) NORTH FROM THE SOUTH CURB OF MISSION PARK BLVD.
 AI1919
 AI1919                          STATION RECOVERY (2005)
 AI1919
 AI1919'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 AI1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0893 ***********************************************************************
 ET0893  FBN         -  This is a Federal Base Network Control Station.
 ET0893  DESIGNATION -  COTT
 ET0893  PID         -  ET0893
 ET0893  STATE/COUNTY-  AZ/YAVAPAI
 ET0893  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0893
 ET0893                         *CURRENT SURVEY CONTROL
 ET0893  ___________________________________________________________________
 ET0893* NAD 83(2007)-  34 47 20.14360(N)    112 27 07.57210(W)     ADJUSTED  
 ET0893* NAVD 88     -      1402.1    (meters)    4600.     (feet)  GPS OBS   
 ET0893  ___________________________________________________________________
 ET0893  EPOCH DATE  -        2007.00
 ET0893  X           -  -2,003,104.902 (meters)                     COMP
 ET0893  Y           -  -4,847,380.372 (meters)                     COMP
 ET0893  Z           -   3,619,446.092 (meters)                     COMP
 ET0893  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 ET0893  ELLIP HEIGHT-        1376.038 (meters)          (02/10/07) ADJUSTED
 ET0893  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ET0893
 ET0893  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0893  Type    PID    Designation                      North   East  Ellip
 ET0893  -------------------------------------------------------------------
 ET0893  NETWORK ET0893 COTT                              0.41   0.37   1.12
 ET0893  -------------------------------------------------------------------
 ET0893
 ET0893.The horizontal coordinates were established by GPS observations
 ET0893.and adjusted by the National Geodetic Survey in February 2007.
 ET0893
 ET0893.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0893.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0893.The horizontal coordinates are valid at the epoch date displayed above.
 ET0893.The epoch date for horizontal control is a decimal equivalence
 ET0893.of Year/Month/Day.
 ET0893
 ET0893.The orthometric height was determined by GPS observations and a
 ET0893.high-resolution geoid model.
 ET0893
 ET0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0893
 ET0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0893
 ET0893.The ellipsoidal height was determined by GPS observations
 ET0893.and is referenced to NAD 83.
 ET0893
 ET0893.The geoid height was determined by GEOID03.
 ET0893
 ET0893;                    North         East     Units Scale Factor Converg.
 ET0893;SPC AZ C     -   420,291.236   164,360.431   MT  0.99992958   -0 18 19.8
 ET0893;SPC AZ C     - 1,378,908.25    539,240.26   iFT  0.99992958   -0 18 19.8
 ET0893;UTM  12      - 3,850,597.121   367,148.802   MT  0.99981753   -0 49 43.1
 ET0893
 ET0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0893!SPC AZ C     -   0.99978405  x   0.99992958  =   0.99971364
 ET0893!UTM  12      -   0.99978405  x   0.99981753  =   0.99960162
 ET0893
 ET0893:                Primary Azimuth Mark                     Grid Az
 ET0893:SPC AZ C     -  DEL RIO WATER TANK                       013 45 12.2
 ET0893:UTM  12      -  DEL RIO WATER TANK                       014 16 35.5
 ET0893
 ET0893|---------------------------------------------------------------------|
 ET0893| PID    Reference Object                     Distance      Geod. Az  |
 ET0893|                                                           dddmmss.s |
 ET0893| ET0895 DEL RIO WATER TANK                  APPROX. 3.9 KM 0132652.4 |
 ET0893| FR0872 PHOENIX WILLIAMS AWY BCN 38 A       APPROX.50.9 KM 0261420.4 |
 ET0893| ET0894 BM                                   20.162 METERS 03054     |
 ET0893| CH2229 HIGHWAY 89 STA 1732+28.18 PT                       1760201.7 |
 ET0893| CH2982 COTT AZ MK                                         1815929.0 |
 ET0893| CH2983 COTT RM 1                            12.102 METERS 19122     |
 ET0893| CH3893 HIGHWAY 89 STA 1722+43.17 PC CROSS   12.102 METERS 27301     |
 ET0893| ET0896 1721+45                              32.390 METERS 33418     |
 ET0893|---------------------------------------------------------------------|
 ET0893
 ET0893                          SUPERSEDED SURVEY CONTROL
 ET0893
 ET0893  ELLIP H (09/30/99) 1376.065  (m)                       GP(       ) 3 1
 ET0893  NAD 83(1992)-  34 47 20.14206(N)    112 27 07.56847(W) AD(       ) B
 ET0893  NAD 83(1992)-  34 47 20.14341(N)    112 27 07.57170(W) AD(       ) A
 ET0893  ELLIP H (09/30/92) 1376.136  (m)                       GP(       ) 2 1
 ET0893  NAD 83(1986)-  34 47 20.14206(N)    112 27 07.56847(W) AD(       ) 2
 ET0893  NAD 27      -  34 47 20.06100(N)    112 27 04.96500(W) AD(       ) 2
 ET0893  NGVD 29 (07/19/86) 1401.1    (m)         4597.     (f) VERT ANG    3  
 ET0893
 ET0893.Superseded values are not recommended for survey control.
 ET0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0893.See file dsdata.txt to determine how the superseded data were derived.
 ET0893
 ET0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6714950597(NAD 83)
 ET0893_MARKER: DS = TRIANGULATION STATION DISK
 ET0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0893_SP_SET: CONCRETE POST
 ET0893_STAMPING: COTT 1944
 ET0893_MARK LOGO: CGS   
 ET0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0893+STABILITY: SURFACE MOTION
 ET0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0893+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 ET0893
 ET0893  HISTORY     - Date     Condition        Report By
 ET0893  HISTORY     - 1944     MONUMENTED       CGS
 ET0893  HISTORY     - 1944     GOOD             CGS
 ET0893  HISTORY     - 1958     GOOD             CGS
 ET0893  HISTORY     - 1972     GOOD             AZHD
 ET0893  HISTORY     - 1974     GOOD             NGS
 ET0893  HISTORY     - 19920203 GOOD             NGS
 ET0893  HISTORY     - 19951214 GOOD             CHANCE
 ET0893  HISTORY     - 19981113 GOOD             NGS
 ET0893  HISTORY     - 20010319 SEE DESCRIPTION  NGS
 ET0893  HISTORY     - 20030507 GOOD             NGS
 ET0893  HISTORY     - 20041210 GOOD             NGS
 ET0893
 ET0893                          STATION DESCRIPTION
 ET0893
 ET0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0893'STATION IS ABOUT 18 MILES N OF PRESCOTT, 2.3 MILES N OF THE
 ET0893'CHINO VALLEY POST OFFICE, 45 FEET W OF U.S. HIGHWAY 89, AND
 ET0893'85 FEET S OF A CROSS ROAD IN THAT VICINITY.
 ET0893'
 ET0893'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0893'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0893'COTT 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 ET0893'
 ET0893'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0893'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0893'COTT NO 1 1944.  IT IS 2 FEET E OF FENCE AND AT ABOUT THE
 ET0893'SAME ELEVATION AS STATION MARK.
 ET0893'
 ET0893'REFERENCE MARK 2 IS AN ARIZONA HIGHWAY BENCH-MARK DISK SET
 ET0893'IN THE W HEAD WALL OF A CONCRETE CULVERT PASSING UNDER THE
 ET0893'HIGHWAY AND IS STAMPED ELEV 4599.47 STA 1761+25 1934.  IT IS
 ET0893'ABOUT LEVEL WITH THE HIGHWAY.
 ET0893'
 ET0893'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE N HEAD WALL
 ET0893'OF A CATTLE GUARD AND IS STAMPED COTT 1944.  IT IS 48 FEET E
 ET0893'OF THE CENTER LINE OF HIGHWAY AND 2 FEET W OF FENCE.
 ET0893'
 ET0893'TO REACH STATION FROM PRESCOTT, FOLLOW U.S. HIGHWAY 89 N TO
 ET0893'CHINO VALLEY.  FROM THE POST OFFICE IN CHINO VALLEY PROCEED
 ET0893'ON U.S. HIGHWAY 89 FOR 1.4 MILES TO A CROSS ROAD.  THE AZIMUTH
 ET0893'MARK IS IN THE N HEAD WALL OF A CATTLE GUARD ON THE RIGHT
 ET0893'SIDE OF THE HIGHWAY AT THIS POINT.  PROCEED N ON U.S. HIGHWAY
 ET0893'89 FOR 0.9 MILE TO THE STATION.  STATION IS 45 FEET W OF THE
 ET0893'HIGHWAY, 5.2 FEET E OF THE FENCE, 85 FEET S OF CROSS ROAD, AND
 ET0893'7.5 FEET SE OF A WITNESS POST.
 ET0893
 ET0893                          STATION RECOVERY (1944)
 ET0893
 ET0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 ET0893'RECOVERED IN GOOD CONDITION.
 ET0893
 ET0893                          STATION RECOVERY (1958)
 ET0893
 ET0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 ET0893'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 ET0893'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ET0893'
 ET0893'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND IS PRESUMED TO BE
 ET0893'DESTROYED.
 ET0893'
 ET0893'THE AZIMUTH MARK IS NOT V.G. AS THERE IS NOW A POWER POLE ON
 ET0893'LINE BETWEEN THE STATION AND AZIMUTH MARKS.
 ET0893'
 ET0893'WITH EXCEPTIONS STATED ABOVE, THE ORIGINAL DESCRIPTION IS
 ET0893'ADEQUATE.
 ET0893'
 ET0893'NOTE--PAULDEN, ALUMINUM TANK, NO LONGER EXISTS.
 ET0893
 ET0893                          STATION RECOVERY (1972)
 ET0893
 ET0893'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET0893'GENERAL LOCATION-18 MI N OF PRESCOTT
 ET0893'
 ET0893'TO REACH-AS DESCRIBED
 ET0893'
 ET0893'STATION MARK-BRASS CAP-GOOD
 ET0893'
 ET0893'REFERENCE MARKS-NOT FOUND
 ET0893'
 ET0893'AZIMUTH MARK-FOUND-BUT NOT VISIBLE BECAUSE OF A POWER
 ET0893'POLE ON LINE.
 ET0893
 ET0893                          STATION RECOVERY (1974)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ET0893'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND BURIED IN THE
 ET0893'MAINTAINED AREA OF THE HIGHWAY.  REFERENCE MARK 2 AND THE AZIMUTH
 ET0893'MARK WERE NOT RECOVERED AND BELIEVED DESTROYED.  SEVERAL DEPARTMENT
 ET0893'OF HIGHWAY DISKS WERE ESTABLISHED TO SERVE FOR REFERENCE AND
 ET0893'AZIMUTH MARKS.
 ET0893'
 ET0893'THE STATION MARK IS A STANDARD DISK STAMPED, COTT 1944.  IT IS SET IN
 ET0893'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE
 ET0893'GROUND SURFACE.  THE MARK IS ON RANGE WITH THE FIRST 2 POWER POLES
 ET0893'FACING SOUTH, 85-1/2 FEET SOUTH OF THE CENTER LINE OF ROAD 4
 ET0893'NORTH, 66 FEET SOUTH OF POWER POLE 58, AND 7-1/2 FEET EAST OF THE
 ET0893'WITNESS POST.
 ET0893'
 ET0893'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COTT NO 1 1944.  IT IS
 ET0893'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 8 INCHES BELOW THE GROUND
 ET0893'SURFACE ON THE WEST SLOPE OF THE GRADER DITCH, 62-3/4 FEET
 ET0893'SOUTHEAST OF P.C. ANGLE IRON, 51-1/2 FEET EAST OF THE WEST RIGHT
 ET0893'OF WAY FENCE LINE, 49-3/4 FEET WEST OF THE CENTER LINE OF U.S. 89
 ET0893'AND 5-1/2 FEET WEST OF A POWER LINE.
 ET0893'
 ET0893'P.C. CROSS, IS A HEAVY ANGLE IRON RIGHT OF WAY MARKER WHICH PROJECTS
 ET0893'1-1/2 FEET.  IT HAS P.C. 1722+43.17 PAINTED ON THE SIDE AND A SMALL
 ET0893'CROSS AT POINT OF V WHICH WAS INTERSECTED.
 ET0893'
 ET0893'AZIMUTH MARK IS A DEPARTMENT OF HIGHWAYS MARK STAMPED, 1732+28.18
 ET0893'P.T. 1967.  IT IS SET IN TOP OF A 6 INCH CONCRETE POST WHICH
 ET0893'PROJECTS 2 INCHES.  IT IS SET IN THE EAST RIGHT OF WAY FENCE LINE OF
 ET0893'U.S.  89, 98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 ET0893'SOUTH OF A BRACED FENCE POST AND 3 FEET NORTH OF A ANGLE IRON
 ET0893'POST PAINTED WHITE.
 ET0893'
 ET0893'TO REACH THE STATION FROM THE CHINO VALLEY SCHOOL IN CHINO VALLEY,
 ET0893'GO NORTH ALONG U.S. HIGHWAY 89 FOR 3 MILES TO ROAD 4 NORTH AND
 ET0893'THE STATION ON THE LEFT.
 ET0893'
 ET0893'REFERENCE MARK 3 IS A ARIZONA HIGHWAY DISC SET IN CENTER OF NORTH
 ET0893'HEADWALL OF CATTLE GUARD OF ROAD 4 NORTH LEADING WEST AND
 ET0893'STAMPED 4598+56 STA 1721+45 1967.
 ET0893'
 ET0893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 ET0893'CHINO VALLEY.
 ET0893'
 ET0893'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET0893
 ET0893                          STATION RECOVERY (1992)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ET0893'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTH OF PRESCOTT, 4 KM
 ET0893'(2.5 MI) NORTH OF CHINO VALLEY, ALONG U.S. HIGHWAY 89, IN THE
 ET0893'SOUTHWEST ANGLE OF A ROAD JUNCTION, ON THE RIGHT-OF-WAY, JUST EAST OF
 ET0893'A LONG STEEL QUONSET BUILDING.  OWNERSHIP--STATE DEPARTMENT OF
 ET0893'TRANSPORTATION.
 ET0893'TO REACH THE STATION FROM THE CHINO VALLEY SCHOOLS COMPLEX IN THE
 ET0893'SOUTH SECTION OF CHINO VALLEY, GO NORTH ON HIGHWAY 89 FOR 4.74 KM
 ET0893'(2.95 MI) TO A CROSSROAD (ROAD 4 NORTH) AND THE STATION ON THE LEFT.
 ET0893'THE STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 10-CM
 ET0893'BELOW GROUND IN A SHALLOW SWALE PARALLELING THE HIGHWAY.  LOCATED
 ET0893'25.9 M (85.0 FT) SOUTH OF THE CENTER OF ROAD 4 NORTH, 20.8 M
 ET0893'(68.2 FT) SOUTH OF UTILITY POLE 58, 19.1 M (62.7 FT) SOUTHEAST OF THE
 ET0893'SOUTHEAST CORNER OF TELEPHONE BOX 2990, 16.8 M (55.1 FT) EAST OF THE
 ET0893'RIGHT-OF-WAY FENCE, 14.1 M (46.3 FT) WEST OF AND 1 M (3.3 FT) LOWER
 ET0893'THAN THE HIGHWAY CENTER, 0.9 M (3.0 FT) EAST OF AN ADOT METAL WITNESS
 ET0893'POST AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 ET0893
 ET0893                          STATION RECOVERY (1995)
 ET0893
 ET0893'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0893'RECOVERED AS DESCRIBED.
 ET0893
 ET0893                          STATION RECOVERY (1998)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ET0893'THE STATION IS LOCATED ON THE NORTH SIDE OF CHINO VALLEY, AT THE
 ET0893'JUNCTION OF STATE HIGHWAY 89 AND COUNTY ROAD 4 NORTH, IN THE SOUTHWEST
 ET0893'ANGLE OF THE JUNCTION, 0.32 KM (0.20 MI) NORTH OF HIGHWAY 89 MILEPOST
 ET0893'330, 30.0 KM (18.65 MI) NORTH OF PRESCOTT, 52.54 KM (32.65 MI) SOUTH
 ET0893'OF INTERSTATE HIGHWAY 40 (EXIT 146) IN ASH FORK. OWNERSHIP--ARIZONA
 ET0893'STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 ET0893'JUNCTION OF STATE HIGHWAY 89 AND COUNTY ROAD 70 (PERKINSVILLE RD) ON
 ET0893'THE NORTH SIDE OF CHINO VALLEY, GO NORTH ON STATE HIGHWAY 89 FOR 1.25
 ET0893'MI (2.01 KM) TO THE JUNCTION OF ROAD 4 NORTH ON THE LEFT AND THE
 ET0893'STATION.  THE STATION IS A US COAST AND GEODETIC SURVEY TRIANGULATION
 ET0893'DISK SET IN TOP OF A SQUARE CONCRETE POST ABOUT 1.0 M (3.3 FT) BELOW
 ET0893'THE LEVEL OF THE HIGHWAY.  IT IS 25.9 M (85.0 FT) SOUTH OF THE CENTER
 ET0893'OF ROAD 4 NORTH, 20.8 M (68.2 FT) SOUTH OF A POWER POLE, 14.1 M (46.3
 ET0893'FT) WEST OF THE CENTER OF HIGHWAY 89, 0.9 M (3.0 FT) EAST OF A METAL
 ET0893'WITNESS POST AND 0.4 M (1.3 FT) NORTH-NORTHWEST OF A FIBERGLASS
 ET0893'WITNESS POST AND FLUSH WITH GROUND.
 ET0893
 ET0893                          STATION RECOVERY (2001)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 ET0893'THE AZIMUTH MARK FOR STATION COTT WAS DESTROYED DURING ROAD
 ET0893'MAINTENANCE BY ARIZONA DEPARTMENT OF TRANSPORTATION.  THE CONDITION OF
 ET0893'THE STATION AND REFERENCE MARKS WAS NOT REPORTED BY AZ DOT WHEN THE
 ET0893'AZIMUTH DISK WAS FORWARDED TO NGS.
 ET0893
 ET0893                          STATION RECOVERY (2003)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0893'RECOVERED IN GOOD CONDITION.
 ET0893
 ET0893                          STATION RECOVERY (2004)
 ET0893
 ET0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0333 ***********************************************************************
 CY0333  DESIGNATION -  COTTON
 CY0333  PID         -  CY0333
 CY0333  STATE/COUNTY-  AZ/COCHISE
 CY0333  USGS QUAD   -  BOWIE (1974)
 CY0333
 CY0333                         *CURRENT SURVEY CONTROL
 CY0333  ___________________________________________________________________
 CY0333* NAD 83(1992)-  32 19 02.44325(N)    109 26 18.14175(W)     ADJUSTED  
 CY0333* NAVD 88     -      1127.214  (meters)    3698.20   (feet)  ADJUSTED  
 CY0333  ___________________________________________________________________
 CY0333  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CY0333  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0333  DYNAMIC HT  -        1125.550 (meters)    3692.74  (feet)  COMP
 CY0333  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 CY0333
 CY0333  HORZ ORDER  -  SECOND
 CY0333  VERT ORDER  -  FIRST     CLASS II
 CY0333
 CY0333.The horizontal coordinates were established by classical geodetic methods
 CY0333.and adjusted by the National Geodetic Survey in August 1993.
 CY0333
 CY0333.The orthometric height was determined by differential leveling
 CY0333.and adjusted in June 1991.
 CY0333
 CY0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0333
 CY0333.The geoid height was determined by GEOID03.
 CY0333
 CY0333.The dynamic height is computed by dividing the NAVD 88
 CY0333.geopotential number by the normal gravity value computed on the
 CY0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0333.degrees latitude (g = 980.6199 gals.).
 CY0333
 CY0333.The modeled gravity was interpolated from observed gravity values.
 CY0333
 CY0333;                    North         East     Units Scale Factor Converg.
 CY0333;SPC AZ E     -   146,286.806   281,934.637   MT  0.99995797   +0 23 21.7
 CY0333;SPC AZ E     -   479,943.59    924,982.40   iFT  0.99995797   +0 23 21.7
 CY0333;UTM  12      - 3,576,683.058   647,001.595   MT  0.99986648   +0 50 06.0
 CY0333
 CY0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0333!SPC AZ E     -   0.99982726  x   0.99995797  =   0.99978523
 CY0333!UTM  12      -   0.99982726  x   0.99986648  =   0.99969376
 CY0333
 CY0333|---------------------------------------------------------------------|
 CY0333| PID    Reference Object                     Distance      Geod. Az  |
 CY0333|                                                           dddmmss.s |
 CY0333| CY0284 108 H                                64.404 METERS 02212     |
 CY0333| CC7203 ROUTE 86 STA 3513+00                               2795753.0 |
 CY0333| CY0332 COTTON RM 1                          10.407 METERS 29627     |
 CY0333|---------------------------------------------------------------------|
 CY0333
 CY0333                          SUPERSEDED SURVEY CONTROL
 CY0333
 CY0333  NAD 83(1986)-  32 19 02.43854(N)    109 26 18.13915(W) AD(       ) 2
 CY0333  NAD 27      -  32 19 02.16590(N)    109 26 15.91220(W) AD(       ) 2
 CY0333  NGVD 29 (??/??/92) 1126.987  (m)         3697.46   (f) ADJ UNCH    1 2
 CY0333
 CY0333.Superseded values are not recommended for survey control.
 CY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0333.See file dsdata.txt to determine how the superseded data were derived.
 CY0333
 CY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4700276683(NAD 83)
 CY0333_MARKER: DS = TRIANGULATION STATION DISK
 CY0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0333_STAMPING: COTTON 1960
 CY0333_PROJECTION: PROJECTING 7 CENTIMETERS
 CY0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0333+STABILITY: SURFACE MOTION
 CY0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0333+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0333
 CY0333  HISTORY     - Date     Condition        Report By
 CY0333  HISTORY     - 1960     MONUMENTED       CGS
 CY0333  HISTORY     - 1960     GOOD             CGS
 CY0333  HISTORY     - 1967     GOOD             CGS
 CY0333  HISTORY     - 1968     GOOD             CGS
 CY0333  HISTORY     - 1974     GOOD             USGS
 CY0333  HISTORY     - 1979     GOOD             NGS
 CY0333  HISTORY     - 20050402 GOOD             NGS
 CY0333
 CY0333                          STATION DESCRIPTION
 CY0333
 CY0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0333'THE STATION IS LOCATED 3 MILES EAST OF BOWIE, ON THE NORTH SIDE
 CY0333'OF ARIZONA STATE HIGHWAY 86.
 CY0333'
 CY0333'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BOWIE, GO EAST
 CY0333'ON STATE HIGHWAY 86 FOR 2.9 MILES TO A COTTON GIN ON THE RIGHT
 CY0333'AND THE STATION ON THE LEFT.
 CY0333'
 CY0333'THE STATION MARK IS A STANDARD DISK STAMPED COTTON 1960,
 CY0333'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 CY0333'IT IS 107 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 94
 CY0333'FEET NORTH OF THE CENTER OF THE HIGHWAY, 14.5 FEET SOUTHWEST
 CY0333'OF A RAILROAD RIGHT-OF-WAY MARKER AND 4.1 FEET SOUTHWEST OF
 CY0333'A WITNESS POST.
 CY0333'
 CY0333'R.M. 1 IS A STANDARD DISK STAMPED COTTON NO 1 1960, SET
 CY0333'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 CY0333'IS 100 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 100
 CY0333'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 30.1 FEET NORTHWEST
 CY0333'OF THE WITNESS POST.
 CY0333'
 CY0333'R.M. 2 IS A STANDARD USGS BENCH MARK DISK STAMPED H 108 1907,
 CY0333'SET IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 18 INCHES.
 CY0333'IT IS 100 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 3
 CY0333'FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE AND 2.3 FEET EAST
 CY0333'OF A WITNESS POST.
 CY0333'
 CY0333'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY0333'3513 +00 1940, SET IN THE CULVERT HEADWALL ON THE SOUTH SIDE
 CY0333'OF THE HIGHWAY.  REACHED FROM THE STATION BY GOING WEST ON
 CY0333'STATE HIGHWAY 86 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CY0333
 CY0333                          STATION RECOVERY (1960)
 CY0333
 CY0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0333'3.0 MI E FROM BOWIE.
 CY0333'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0333'THENCE 2.9 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 107.0 FEET
 CY0333'SOUTH OF THE RAILROAD, 94.0 FEET NORTH OF CENTER OF HIGHWAY, 4.1 FEET
 CY0333'SOUTHWEST OF WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CY0333'POST PROJECTING 2 INCHES.
 CY0333
 CY0333                          STATION RECOVERY (1967)
 CY0333
 CY0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY0333'STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION, AND
 CY0333'AS DESCRIBED, WITH THE EXCEPTION THAT THE STATION IS NOW
 CY0333'ABOUT 150 FT NORTH OF NEW HIGHWAY 86.  REFERENCE TO RAILROAD
 CY0333'TRACKS REMAINS THE SAME.
 CY0333
 CY0333                          STATION RECOVERY (1968)
 CY0333
 CY0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KEY)
 CY0333'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0333
 CY0333                          STATION RECOVERY (1974)
 CY0333
 CY0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY0333'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION--REVISED
 CY0333'TO REACH FOLLOWS--TO REACH FROM THE BOWIE POST OFFICE, DRIVE
 CY0333'E ALONG BUSINESS INTERSTATE 10 FOR 2.2 MI, TURN LEFT ON
 CY0333'FRONTAGE ROAD ) (OLD STATE HWY 86) AND CONTINUED DRIVING E
 CY0333'FOR 0.9 MI TO STATION MARK.  THE ELEV. LISTED IS FROM 1960
 CY0333'LEVELING AND IS PROBABLY A COUPLE OF FEET OUT (3697.456 FEET)
 CY0333'
 CY0333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STA IS LOCATED
 CY0333'3 MI E OF BOWIE
 CY0333
 CY0333                          STATION RECOVERY (1979)
 CY0333
 CY0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0333'4.7 KILOMETERS (2.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0333'FROM THE STATION AT BOWIE, LOCATED ACROSS INTERSTATE HIGHWAY 10 AND
 CY0333'THE FRONTAGE ROAD FROM A COTTON GIN, 32.0 METERS (105 FEET) SOUTH OF
 CY0333'THE SOUTH RAIL, 28.4 METERS (93 FEET) NORTH OF THE CENTERLINE OF THE
 CY0333'FRONTAGE ROAD, 27.4 METERS (89 FEET) SOUTHWEST OF THE THIRD UTILITY
 CY0333'POLE EAST OF RAILROAD CULVERT 1101.26 AND 4.5 METERS (15 FEET)
 CY0333'SOUTHWEST OF A VERTICAL RAIL RAILROAD RIGHT-OF-WAY MARKER.
 CY0333'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 CY0333'THE MARK IS 1 M BELOW THE RAILS.
 CY0333
 CY0333                          STATION RECOVERY (2005)
 CY0333
 CY0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0333'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1122 ***********************************************************************
 DU1122  DESIGNATION -  COTTON
 DU1122  PID         -  DU1122
 DU1122  STATE/COUNTY-  AZ/GRAHAM
 DU1122  USGS QUAD   -  DEWEY FLAT (1989)
 DU1122
 DU1122                         *CURRENT SURVEY CONTROL
 DU1122  ___________________________________________________________________
 DU1122* NAD 83(1992)-  33 14 16.89098(N)    110 15 07.43390(W)     ADJUSTED  
 DU1122* NAVD 88     -       856.755  (meters)    2810.87   (feet)  ADJUSTED  
 DU1122  ___________________________________________________________________
 DU1122  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 DU1122  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1122  DYNAMIC HT  -         855.600 (meters)    2807.08  (feet)  COMP
 DU1122  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 DU1122
 DU1122  HORZ ORDER  -  THIRD
 DU1122  VERT ORDER  -  FIRST     CLASS II
 DU1122
 DU1122.The horizontal coordinates were established by classical geodetic methods
 DU1122.and adjusted by the National Geodetic Survey in August 1993.
 DU1122
 DU1122.The orthometric height was determined by differential leveling
 DU1122.and adjusted in June 1991.
 DU1122
 DU1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1122
 DU1122.The geoid height was determined by GEOID03.
 DU1122
 DU1122.The dynamic height is computed by dividing the NAVD 88
 DU1122.geopotential number by the normal gravity value computed on the
 DU1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1122.degrees latitude (g = 980.6199 gals.).
 DU1122
 DU1122.The modeled gravity was interpolated from observed gravity values.
 DU1122
 DU1122;                    North         East     Units Scale Factor Converg.
 DU1122;SPC AZ E     -   248,150.722   205,401.547   MT  0.99990078   -0 02 48.5
 DU1122;SPC AZ E     -   814,142.79    673,889.59   iFT  0.99990078   -0 02 48.5
 DU1122;UTM  12      - 3,677,924.250   569,681.561   MT  0.99965986   +0 24 35.9
 DU1122
 DU1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1122!SPC AZ E     -   0.99986976  x   0.99990078  =   0.99977055
 DU1122!UTM  12      -   0.99986976  x   0.99965986  =   0.99952966
 DU1122
 DU1122|---------------------------------------------------------------------|
 DU1122| PID    Reference Object                     Distance      Geod. Az  |
 DU1122|                                                           dddmmss.s |
 DU1122| DU1124 COTTON RM 1                           5.502 METERS 05122     |
 DU1122| DU1121 COTTON AZ MK                                       1224839.7 |
 DU1122| DU1123 COTTON RM 2                          10.170 METERS 29849     |
 DU1122|---------------------------------------------------------------------|
 DU1122
 DU1122                          SUPERSEDED SURVEY CONTROL
 DU1122
 DU1122  NAD 83(1986)-  33 14 16.88718(N)    110 15 07.43483(W) AD(       ) 3
 DU1122  NAD 27      -  33 14 16.68130(N)    110 15 05.10680(W) AD(       ) 3
 DU1122  NGVD 29 (07/19/86)  855.9    (m)         2808.     (f) VERT ANG    3  
 DU1122
 DU1122.Superseded values are not recommended for survey control.
 DU1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1122.See file dsdata.txt to determine how the superseded data were derived.
 DU1122
 DU1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6968277924(NAD 83)
 DU1122_MARKER: DS = TRIANGULATION STATION DISK
 DU1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1122_SP_SET: CONCRETE POST
 DU1122_STAMPING: COTTON 1960
 DU1122_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1122+STABILITY: SURFACE MOTION
 DU1122
 DU1122  HISTORY     - Date     Condition        Report By
 DU1122  HISTORY     - 1960     MONUMENTED       CGS
 DU1122  HISTORY     - 1979     GOOD             NGS
 DU1122
 DU1122                          STATION DESCRIPTION
 DU1122
 DU1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1122'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 70,
 DU1122'ABOUT 15 MILES SOUTHEAST OF SAN CARLOS AND ABOUT 10 MILES NORTHWEST
 DU1122'OF BYLAS.
 DU1122'
 DU1122'TO REACH THE STATION FROM THE PERIDOT OVERPASS, (4 MILES SOUTH OF
 DU1122'SAN CARLOS) GO EASTERLY ON U.S. HIGHWAY 70 FOR 8.2 MILES TO GATES
 DU1122'IN THE RIGHT-OF-WAY FENCES ON EITHER SIDE OF THE HIGHWAY, CONTINUE
 DU1122'SOUTHEASTERLY FOR 4.1 MILES TO A HIGHWAY CUT AND THE STATION
 DU1122'ON THE LEFT.
 DU1122'
 DU1122'THE STATION MARK, STAMPED COTTON 1960, IS A STANDARD DISK CEMENTED
 DU1122'IN THE TOP OF A 12 INCH SQUARE MONUMENT THAT PROJECTS 4 INCHES.
 DU1122'IT IS ON TOP OF A 20 FOOT CUT BANK, 50 FEET NORTH OF THE CENTER
 DU1122'OF U.S. HIGHWAY 70 AND 5.2 FEET SOUTHWEST OF A WITNESS POST.
 DU1122'
 DU1122'REFERENCE MARK 1, STAMPED COTTON NO 1 1960, IS A STANDARD DISK
 DU1122'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DU1122'4 INCHES.  IT IS 13 FEET NORTHEAST OF THE WITNESS POST AND ABOUT 3
 DU1122'FEET LOWER IN ELEVATION THAN THE STATION.
 DU1122'
 DU1122'REFERENCE MARK 2, STAMPED COTTON NO 2 1960, IS A STANDARD DISK
 DU1122'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DU1122'PROJECTS 3 INCHES.  IT IS 50 FEET NORTH OF THE CENTER OF U.S.
 DU1122'HIGHWAY 70, 22 FEET WEST OF THE WITNESS POST AND IS ON ABOUT
 DU1122'THE SAME ELEVATION AS THE STATION.
 DU1122'
 DU1122'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 50 FEET SOUTH OF
 DU1122'THE CENTER OF U.S. HIGHWAY 70 AND 2 FEET SOUTHWEST OF A WITNESS
 DU1122'POST.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 DU1122'THAT PROJECTS ABOUT 1 FOOT.
 DU1122'
 DU1122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 DU1122'U.S. HIGHWAY 70 FOR 0.75 MILE TO THE MARK ON THE RIGHT.
 DU1122'
 DU1122'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 34.71 FEET.
 DU1122
 DU1122                          STATION RECOVERY (1979)
 DU1122
 DU1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1122'19.3 KM NW FROM BYLAS.
 DU1122'19.3 KILOMETERS (12.0 MILES)  NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1122'THE POST OFFICE IN BYLAS, SET ON TOP OF A LONG HIGHWAY CUT,
 DU1122'APPROXIMATELY 60 PACES SOUTHEAST OF THE NORTHWEST END OF THE CUT,
 DU1122'15.6 METERS (51 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1122'7.2 METERS (23.5 FEET) SOUTHEAST OF RM 2, 5.5 METERS (18 FEET)
 DU1122'SOUTHWEST OF RM 1 AND 4.0 METERS (13 FEET) NORTHEAST OF THE SOUTHWEST
 DU1122'EDGE OF THE CUT.
 DU1122'THE MARK IS 2 METERS  W FROM A WITNESS POST.
 DU1122'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2106 ***********************************************************************
 DV2106  DESIGNATION -  COTTON
 DV2106  PID         -  DV2106
 DV2106  STATE/COUNTY-  AZ/PINAL
 DV2106  USGS QUAD   -  MARICOPA (1978)
 DV2106
 DV2106                         *CURRENT SURVEY CONTROL
 DV2106  ___________________________________________________________________
 DV2106* NAD 83(1992)-  33 03 15.96956(N)    112 01 35.16565(W)     ADJUSTED  
 DV2106* NAVD 88     -       359.9    (meters)    1181.     (feet)  VERTCON   
 DV2106  ___________________________________________________________________
 DV2106  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DV2106  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV2106  HORZ ORDER  -  FIRST
 DV2106
 DV2106.The horizontal coordinates were established by classical geodetic methods
 DV2106.and adjusted by the National Geodetic Survey in August 1993.
 DV2106
 DV2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2106
 DV2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2106
 DV2106.The geoid height was determined by GEOID03.
 DV2106
 DV2106;                    North         East     Units Scale Factor Converg.
 DV2106;SPC AZ C     -   227,793.515   203,109.132   MT  0.99990130   -0 03 35.5
 DV2106;SPC AZ C     -   747,354.05    666,368.54   iFT  0.99990130   -0 03 35.5
 DV2106;UTM  12      - 3,657,789.964   404,171.560   MT  0.99971322   -0 33 35.6
 DV2106
 DV2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2106!SPC AZ C     -   0.99994827  x   0.99990130  =   0.99984958
 DV2106!UTM  12      -   0.99994827  x   0.99971322  =   0.99966151
 DV2106
 DV2106|---------------------------------------------------------------------|
 DV2106| PID    Reference Object                     Distance      Geod. Az  |
 DV2106|                                                           dddmmss.s |
 DV2106| CH5016 COTTON RM 1                           6.828 METERS 00056     |
 DV2106| CH5017 COTTON RM 2                          11.412 METERS 27047     |
 DV2106| CH5611 TT N 31                                            3164622.8 |
 DV2106|---------------------------------------------------------------------|
 DV2106
 DV2106                          SUPERSEDED SURVEY CONTROL
 DV2106
 DV2106  NAD 83(1986)-  33 03 15.96240(N)    112 01 35.16916(W) AD(       ) 1
 DV2106  NAD 27      -  33 03 15.77960(N)    112 01 32.65501(W) AD(       ) 1
 DV2106  NGVD 29 (07/19/86)  359.4    (m)         1179.     (f) VERT ANG    3  
 DV2106
 DV2106.Superseded values are not recommended for survey control.
 DV2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2106.See file dsdata.txt to determine how the superseded data were derived.
 DV2106
 DV2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0417257790(NAD 83)
 DV2106_MARKER: DD = SURVEY DISK
 DV2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2106
 DV2106  HISTORY     - Date     Condition        Report By
 DV2106  HISTORY     - 1962     MONUMENTED       AMS
 DV2106  HISTORY     - 20060831 MARK NOT FOUND   GEOCAC
 DV2106
 DV2106                          STATION DESCRIPTION
 DV2106
 DV2106'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DV2106'T-4-S.  R-3-E.  IN SECTION 26 NEAR THE CENTER OF THE NORTHWEST 1/4.
 DV2106'
 DV2106'THE STATION IS LOCATED 7.5 FEET SOUTH OF THE CENTERLINE OF
 DV2106'A ROAD WEST.  25 FEET WEST OF THE CENTERLINE OF ROAD NORTH.  5.6
 DV2106'FEET NORTH OF THE CENTER OF THE NORTH EDGE OF A CONCRETE IRRIGATION
 DV2106'HEADWALL.  3.5 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 DV2106'
 DV2106'THE MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED IN
 DV2106'THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER PROJECTING
 DV2106'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED--COTTON
 DV2106'1962 ARMY MAP SERVICE.
 DV2106'
 DV2106'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD GRADE CROSSING IN
 DV2106'MARICOPA, ARIZONA, GO NORTH ON THE MARICOPA-PHOENIX HIGHWAY
 DV2106'FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT, EAST, AND GO FOR
 DV2106'1.3 MILES TO A ROAD ON RIGHT.  TURN RIGHT, SOUTH, AND GO FOR
 DV2106'0.25 MILE TO STATION SITE ON RIGHT.
 DV2106'
 DV2106'REFERENCE MARK NO. 1 IS A C. OF E. DISK SET IN ROUND CONCRETE
 DV2106'POST SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED--COTTON
 DV2106'R.M. NO. 1 1962 ARMY MAP SERVICE.  IT IS LOCATED 22.40 FEET
 DV2106'NORTH OF THE STATION.
 DV2106'
 DV2106'REFERENCE MARK NO. 2 IS A C. OF E. DISK SET IN ROUND CONCRETE
 DV2106'POST PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND
 DV2106'IS STAMPED--COTTON R.M. NO. 2 1962 ARMY MAP SERVICE.  IT IS
 DV2106'LOCATED 37.44 FEET WEST OF THE STATION, 43.68 FEET WEST-SOUTHWEST
 DV2106'OF R.M. NO. 1.
 DV2106'
 DV2106'AZIMUTH MARK IS TT-N-31 (AMS, 1961) IN T-4-S.  R-3-E.  IN THE
 DV2106'SOUTHWEST CORNER OF SECTION 23 LOCATED ABOUT 0.35 MILE NORTHWEST
 DV2106'OF THE STATION.  IT IS 10.5 FEET NORTH OF THE NORTH EDGE OF ROAD
 DV2106'BANK.  14.1 FEET WEST-NORTHWEST OF A TELEPHONE POLE.  3.2 FEET
 DV2106'NORTHEAST OF A FENCEPOST.
 DV2106
 DV2106                          STATION RECOVERY (2006)
 DV2106
 DV2106'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2106'A HOUSING DEVELOPMENT IS UNDER CONSTRUCTION IN THE AREA. ALMOST
 DV2106'CERTAINLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2132 ***********************************************************************
 DV2132  DESIGNATION -  COTTON
 DV2132  PID         -  DV2132
 DV2132  STATE/COUNTY-  AZ/MARICOPA
 DV2132  USGS QUAD   -  PERRYVILLE (1982)
 DV2132
 DV2132                         *CURRENT SURVEY CONTROL
 DV2132  ___________________________________________________________________
 DV2132* NAD 83(1992)-  33 26 07.85424(N)    112 24 38.87395(W)     ADJUSTED  
 DV2132* NAVD 88     -       297.4    (meters)     976.     (feet)  VERTCON   
 DV2132  ___________________________________________________________________
 DV2132  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DV2132  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV2132  HORZ ORDER  -  SECOND
 DV2132
 DV2132.The horizontal coordinates were established by classical geodetic methods
 DV2132.and adjusted by the National Geodetic Survey in August 1993.
 DV2132
 DV2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2132
 DV2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2132
 DV2132.The geoid height was determined by GEOID03.
 DV2132
 DV2132;                    North         East     Units Scale Factor Converg.
 DV2132;SPC AZ C     -   270,158.132   167,414.384   MT  0.99992602   -0 16 20.2
 DV2132;SPC AZ C     -   886,345.58    549,259.79   iFT  0.99992602   -0 16 20.2
 DV2132;UTM  12      - 3,700,459.624   368,855.142   MT  0.99981204   -0 46 38.8
 DV2132
 DV2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2132!SPC AZ C     -   0.99995808  x   0.99992602  =   0.99988410
 DV2132!UTM  12      -   0.99995808  x   0.99981204  =   0.99977012
 DV2132
 DV2132|---------------------------------------------------------------------|
 DV2132| PID    Reference Object                     Distance      Geod. Az  |
 DV2132|                                                           dddmmss.s |
 DV2132| CH5013 COTTON RM 1                          17.735 METERS 00208     |
 DV2132| CH5015 COTTON RM 4                          25.366 METERS 04723     |
 DV2132| CH5012 COTTON RM 3 AZIMUTH                                0900404.1 |
 DV2132| CH5014 COTTON RM 2                          11.353 METERS 09206     |
 DV2132| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 4.6 KM 0950932.6 |
 DV2132| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 4.2 KM 1011849.5 |
 DV2132| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 4.0 KM 1035137.0 |
 DV2132|---------------------------------------------------------------------|
 DV2132
 DV2132                          SUPERSEDED SURVEY CONTROL
 DV2132
 DV2132  NAD 83(1986)-  33 26 07.84835(N)    112 24 38.87866(W) AD(       ) 2
 DV2132  NAD 27      -  33 26 07.69520(N)    112 24 36.30210(W) AD(       ) 2
 DV2132  NGVD 29 (07/19/86)  296.8    (m)          974.     (f) VERT ANG    3  
 DV2132
 DV2132.Superseded values are not recommended for survey control.
 DV2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2132.See file dsdata.txt to determine how the superseded data were derived.
 DV2132
 DV2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6885500460(NAD 83)
 DV2132_MARKER: DS = TRIANGULATION STATION DISK
 DV2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2132
 DV2132  HISTORY     - Date     Condition        Report By
 DV2132  HISTORY     - 1935     MONUMENTED       CGS
 DV2132  HISTORY     - 1962     SEE DESCRIPTION  CGS
 DV2132  HISTORY     - 1965     GOOD             CGS
 DV2132  HISTORY     - 20060706 MARK NOT FOUND   GEOCAC
 DV2132
 DV2132                          STATION DESCRIPTION
 DV2132
 DV2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2132'ABOUT 3.6 MILES WEST OF THE TOWN OF COLD WATER, ON THE SOUTH
 DV2132'SIDE OF THE ROAD AND 0.1 MILE WEST OF A CROSS ROAD.  THE SURFACE
 DV2132'MARK IS STAMPED 1934 BUT WAS NOT OCCUPIED UNTIL 1935.  MARKED
 DV2132'BY STANDARD BRONZE DISKS.
 DV2132'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DV2132'IS 18.044 METERS (59.20 FEET) FROM STATION.
 DV2132'REFERENCE MARK NO. 2, A STANDARD BRONZE
 DV2132'REFERENCE DISK, IS 11.353 METERS (37.25 FEET) FROM
 DV2132'STATION.  AZIMUTH MARK (REFERENCE
 DV2132'MARK NO. 3) IS SET IN A CEMENT CULVERT OF AN IRRIGATION
 DV2132'DITCH, 0.4 MILE EAST OF THE STATION AND ON THE SOUTH SIDE
 DV2132'OF THE HIGHWAY.
 DV2132
 DV2132                          STATION RECOVERY (1962)
 DV2132
 DV2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2132'STATION WAS RECOVERED AS DESCRIBED.  AZIMUTH MARK AND REFERENCE
 DV2132'MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION, STATION MARK
 DV2132'HAD BEEN PULLED OUT OF GROUND, UNDERGROUND MARK WAS FOUND IN
 DV2132'GOOD CONDITION, NEW STATION MARK WAS SET OVER THE UNDERGROUND
 DV2132'MARK.  REFERENCE MARK NO. 2 HAD BEEN KNOCKED LOOSE AND CRACKED,
 DV2132'REFERENCE MARK NO 4 WAS ESTABLISHED.  THE DIRECTION TO THE
 DV2132'AZIMUTH MARK CHECKED, THE DISTANCE TO REFERENCE MARK 1 CHECKED
 DV2132'AND DIFFERENCE IN THE DIRECTION WAS FOUND.
 DV2132'
 DV2132'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST
 DV2132'ON WESTERN AVENUE FOR 0.8 MILE TO CROSSROAD AND TRAFFIC LIGHT
 DV2132'AT GOODYEAR, CONTINUE WEST ON YUMA ROAD FOR 2.6 MILES TO THE
 DV2132'AZIMUTH MARK ON LEFT, CONTINUE WEST ON YUMA ROAD FOR 0.35 MILE
 DV2132'TO CROSSROAD (YUMA ROAD AND NORTH SARIVAL), CONTINUE WEST FOR
 DV2132'0.05 MILE TO THE STATION ON THE LEFT.
 DV2132'
 DV2132'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF
 DV2132'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV2132'STAMPED COTTON 1934 1962.  THE MARK IS 147 FEET EAST OF POWER
 DV2132'LINE POLE, 117.5 FEET WEST OF POWER LINE POLE, 29 FEET SOUTH
 DV2132'OF CENTER OF ROAD AND 5 FEET EAST-SOUTHEAST OF WITNESS POST.
 DV2132'
 DV2132'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN CONCRETE IN THE
 DV2132'CENTER OF THE TOP OF TILE AND IS STAMPED COTTON NO 1 1934.
 DV2132'THE MARK IS 57.6 FEET NORTH OF WITNESS POST, 30 FEET NORTH OF
 DV2132'CENTER OF ROAD AND 1 FOOT SOUTH OF FENCE.
 DV2132'
 DV2132'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV2132'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV2132'COTTON NO 4 1934 1962.  THE MARK IS 86 FEET NORTHEAST OF WITNESS
 DV2132'POST, 29.5 FEET NORTH OF CENTER OF ROAD AND 1 FOOT SOUTH OF
 DV2132'FENCE.
 DV2132'
 DV2132'AZIMUTH MARK, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2132'IN THE EAST END OF THE SOUTH CONCRETE HEADWALL OF SMALL CULVERT
 DV2132'AND IS STAMPED COTTON AZIMUTH NO 3 1934.  THE MARK IS 16 FEET
 DV2132'NORTH-NORTHWEST OF A POWER POLE AND 13 FEET SOUTH OF CENTER
 DV2132'OF ROAD.
 DV2132'
 DV2132'NOTE--THE UNDERGROUND MARK WAS LOWERED AND RESTAMPED, COTTON
 DV2132'1934 1962.
 DV2132'
 DV2132'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV2132
 DV2132                          STATION RECOVERY (1965)
 DV2132
 DV2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2132'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DV2132'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DV2132'CONDITION.
 DV2132'
 DV2132'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 DV2132'
 DV2132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES
 DV2132'WEST OF AVONDALE
 DV2132
 DV2132                          STATION RECOVERY (2006)
 DV2132
 DV2132'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV2132'ALL LANDMARKS INCLUDING FENCE, POWER POLES AND CULVERT ARE GONE DUE TO
 DV2132'EXTENSIVE ROAD WIDENING PROJECTS IN THE AREA.  SEARCHED BUT DID NOT
 DV2132'FIND EVIDENCE OF STATION MARK, ASSOCIATED REFERENCE MARKS OR AZIMUTH
 DV2132'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1121 ***********************************************************************
 DU1121  DESIGNATION -  COTTON AZ MK
 DU1121  PID         -  DU1121
 DU1121  STATE/COUNTY-  AZ/GRAHAM
 DU1121  USGS QUAD   -  CALVA (1989)
 DU1121
 DU1121                         *CURRENT SURVEY CONTROL
 DU1121  ___________________________________________________________________
 DU1121* NAD 83(1986)-  33 13 50.     (N)    110 14 20.     (W)     SCALED    
 DU1121* NAVD 88     -       855.393  (meters)    2806.40   (feet)  ADJUSTED  
 DU1121  ___________________________________________________________________
 DU1121  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU1121  DYNAMIC HT  -         854.236 (meters)    2802.61  (feet)  COMP
 DU1121  MODELED GRAV-     979,257.5   (mgal)                       NAVD 88
 DU1121
 DU1121  VERT ORDER  -  FIRST     CLASS II
 DU1121
 DU1121.The horizontal coordinates were scaled from a topographic map and have
 DU1121.an estimated accuracy of +/- 6 seconds.
 DU1121
 DU1121.The orthometric height was determined by differential leveling
 DU1121.and adjusted in June 1991.
 DU1121
 DU1121.The geoid height was determined by GEOID03.
 DU1121
 DU1121.The dynamic height is computed by dividing the NAVD 88
 DU1121.geopotential number by the normal gravity value computed on the
 DU1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1121.degrees latitude (g = 980.6199 gals.).
 DU1121
 DU1121.The modeled gravity was interpolated from observed gravity values.
 DU1121
 DU1121;                    North         East    Units  Estimated Accuracy
 DU1121;SPC AZ E     -   247,320.      206,630.      MT  (+/- 180 meters Scaled)
 DU1121
 DU1121                          SUPERSEDED SURVEY CONTROL
 DU1121
 DU1121.No superseded survey control is available for this station.
 DU1121
 DU1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB709771(NAD 83)
 DU1121_MARKER: DZ = AZIMUTH MARK DISK
 DU1121_SETTING: 66 = SET IN ROCK OUTCROP
 DU1121_SP_SET: ROCK OUTCROP
 DU1121_STAMPING: COTTON 1960
 DU1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1121+STABILITY: POSITION/ELEVATION WELL
 DU1121
 DU1121  HISTORY     - Date     Condition        Report By
 DU1121  HISTORY     - 1960     MONUMENTED       CGS
 DU1121  HISTORY     - 1979     GOOD             NGS
 DU1121
 DU1121                          STATION DESCRIPTION
 DU1121
 DU1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1121'17.9 KM NW FROM BYLAS.
 DU1121'17.9 MILOMETERS (11.15 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1121'THE POST OFFICE IN BYLAS, AT THE NORTHWEST END OF A LARGE HIGHWAY
 DU1121'CUT, SET IN THE TOP OF A BEDROCK LEDGE, 0.1 KILOMETER (0.05 MILE)
 DU1121'SOUTHEAST OF HIGHWAY MILE POST 285, 22.5 METERS (74 FEET) SOUTHWEST
 DU1121'OF THE CENTERLINE OF THE HIGHWAY, 8.6 METERS (28 FEET) NORTHEAST OF
 DU1121'THE HIGHWAY RIGHT-OF-WAY FENCE AND 0.6 METER (2 FEET) SOUTHEAST OF
 DU1121'THE NORTHWEST EDGE OF THE LEDGE.
 DU1121'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DU1121'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0332 ***********************************************************************
 CY0332  DESIGNATION -  COTTON RM 1
 CY0332  PID         -  CY0332
 CY0332  STATE/COUNTY-  AZ/COCHISE
 CY0332  USGS QUAD   -  BOWIE (1974)
 CY0332
 CY0332                         *CURRENT SURVEY CONTROL
 CY0332  ___________________________________________________________________
 CY0332* NAD 83(1986)-  32 19 02.     (N)    109 26 17.     (W)     SCALED    
 CY0332* NAVD 88     -      1127.518  (meters)    3699.20   (feet)  ADJUSTED  
 CY0332  ___________________________________________________________________
 CY0332  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0332  DYNAMIC HT  -        1125.854 (meters)    3693.74  (feet)  COMP
 CY0332  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 CY0332
 CY0332  VERT ORDER  -  FIRST     CLASS II
 CY0332
 CY0332.The horizontal coordinates were scaled from a topographic map and have
 CY0332.an estimated accuracy of +/- 6 seconds.
 CY0332
 CY0332.The orthometric height was determined by differential leveling
 CY0332.and adjusted in June 1991.
 CY0332
 CY0332.The geoid height was determined by GEOID03.
 CY0332
 CY0332.The dynamic height is computed by dividing the NAVD 88
 CY0332.geopotential number by the normal gravity value computed on the
 CY0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0332.degrees latitude (g = 980.6199 gals.).
 CY0332
 CY0332.The modeled gravity was interpolated from observed gravity values.
 CY0332
 CY0332;                    North         East    Units  Estimated Accuracy
 CY0332;SPC AZ E     -   146,270.      281,970.      MT  (+/- 180 meters Scaled)
 CY0332
 CY0332                          SUPERSEDED SURVEY CONTROL
 CY0332
 CY0332  NGVD 29 (??/??/92) 1127.292  (m)         3698.46   (f) ADJ UNCH    1 2
 CY0332
 CY0332.Superseded values are not recommended for survey control.
 CY0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0332.See file dsdata.txt to determine how the superseded data were derived.
 CY0332
 CY0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA470766(NAD 83)
 CY0332_MARKER: DR = REFERENCE MARK DISK
 CY0332_SETTING: 0 = UNSPECIFIED SETTING
 CY0332_STAMPING: COTTON NO 1 1960
 CY0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0332+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0332
 CY0332  HISTORY     - Date     Condition        Report By
 CY0332  HISTORY     - 1960     MONUMENTED       CGS
 CY0332  HISTORY     - 1979     GOOD             NGS
 CY0332  HISTORY     - 20050402 GOOD             NGS
 CY0332
 CY0332                          STATION DESCRIPTION
 CY0332
 CY0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0332'3.0 MI E FROM BOWIE.
 CY0332'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE ON A PAVED STREET, THENCE
 CY0332'2.9 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 100 FEET SOUTH OF
 CY0332'RAILROAD, 100 FEET NORTH OF CENTER OF HIGHWAY, 30.1 FEET NORTHWEST OF
 CY0332'WITNESS POST.
 CY0332
 CY0332                          STATION RECOVERY (1979)
 CY0332
 CY0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0332'4.7 KILOMETERS (2.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0332'FROM THE STATION AT BOWIE, 29.9 METERS (98 FEET) SOUTH OF THE SOUTH
 CY0332'RAIL, 30.5 METERS (100 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE
 CY0332'ROAD, 10.4 METERS (34 FEET) NORTH OF STATION COTTON AND 7.6 METERS
 CY0332'(25 FEET) EAST OF AN ANGLE IRON HIGHWAY MARKER POT. 3525+00.61.
 CY0332'THE MARK IS 11.2 METERS  W FROM A WITNESS POST.
 CY0332'THE MARK IS 1.5 M BELOW THE RAILS.
 CY0332
 CY0332                          STATION RECOVERY (2005)
 CY0332
 CY0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0332'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1124 ***********************************************************************
 DU1124  DESIGNATION -  COTTON RM 1
 DU1124  PID         -  DU1124
 DU1124  STATE/COUNTY-  AZ/GRAHAM
 DU1124  USGS QUAD   -  DEWEY FLAT (1989)
 DU1124
 DU1124                         *CURRENT SURVEY CONTROL
 DU1124  ___________________________________________________________________
 DU1124* NAD 83(1986)-  33 14 16.     (N)    110 15 08.     (W)     SCALED    
 DU1124* NAVD 88     -       856.255  (meters)    2809.23   (feet)  ADJUSTED  
 DU1124  ___________________________________________________________________
 DU1124  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1124  DYNAMIC HT  -         855.100 (meters)    2805.44  (feet)  COMP
 DU1124  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 DU1124
 DU1124  VERT ORDER  -  FIRST     CLASS II
 DU1124
 DU1124.The horizontal coordinates were scaled from a topographic map and have
 DU1124.an estimated accuracy of +/- 6 seconds.
 DU1124
 DU1124.The orthometric height was determined by differential leveling
 DU1124.and adjusted in June 1991.
 DU1124
 DU1124.The geoid height was determined by GEOID03.
 DU1124
 DU1124.The dynamic height is computed by dividing the NAVD 88
 DU1124.geopotential number by the normal gravity value computed on the
 DU1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1124.degrees latitude (g = 980.6199 gals.).
 DU1124
 DU1124.The modeled gravity was interpolated from observed gravity values.
 DU1124
 DU1124;                    North         East    Units  Estimated Accuracy
 DU1124;SPC AZ E     -   248,120.      205,390.      MT  (+/- 180 meters Scaled)
 DU1124
 DU1124                          SUPERSEDED SURVEY CONTROL
 DU1124
 DU1124.No superseded survey control is available for this station.
 DU1124
 DU1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB696778(NAD 83)
 DU1124_MARKER: DR = REFERENCE MARK DISK
 DU1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1124_SP_SET: CONCRETE POST
 DU1124_STAMPING: COTTON NO 1 1960
 DU1124_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1124+STABILITY: SURFACE MOTION
 DU1124
 DU1124  HISTORY     - Date     Condition        Report By
 DU1124  HISTORY     - 1960     MONUMENTED       CGS
 DU1124  HISTORY     - 1979     GOOD             NGS
 DU1124
 DU1124                          STATION DESCRIPTION
 DU1124
 DU1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1124'19.3 KM NW FROM BYLAS.
 DU1124'19.3 KILOMETERS (12.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1124'THE POST OFFICE IN BYLAS, SET ON TOP OF A LONG HIGHWAY CUT,
 DU1124'APPROXIMATELY 62 PACES SOUTHEAST OF THE NORTHWEST END OF THE CUT,
 DU1124'21.1 METERS (69 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DU1124'5.5 METERS (18 FEET) NORTHEAST OF STATION COTTON.
 DU1124'THE MARK IS 4 METERS  NE FROM A WITNESS POST.
 DU1124'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1123 ***********************************************************************
 DU1123  DESIGNATION -  COTTON RM 2
 DU1123  PID         -  DU1123
 DU1123  STATE/COUNTY-  AZ/GRAHAM
 DU1123  USGS QUAD   -  DEWEY FLAT (1989)
 DU1123
 DU1123                         *CURRENT SURVEY CONTROL
 DU1123  ___________________________________________________________________
 DU1123* NAD 83(1986)-  33 14 16.     (N)    110 15 08.     (W)     SCALED    
 DU1123* NAVD 88     -       856.522  (meters)    2810.11   (feet)  ADJUSTED  
 DU1123  ___________________________________________________________________
 DU1123  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1123  DYNAMIC HT  -         855.367 (meters)    2806.32  (feet)  COMP
 DU1123  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 DU1123
 DU1123  VERT ORDER  -  FIRST     CLASS II
 DU1123
 DU1123.The horizontal coordinates were scaled from a topographic map and have
 DU1123.an estimated accuracy of +/- 6 seconds.
 DU1123
 DU1123.The orthometric height was determined by differential leveling
 DU1123.and adjusted in June 1991.
 DU1123
 DU1123.The geoid height was determined by GEOID03.
 DU1123
 DU1123.The dynamic height is computed by dividing the NAVD 88
 DU1123.geopotential number by the normal gravity value computed on the
 DU1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1123.degrees latitude (g = 980.6199 gals.).
 DU1123
 DU1123.The modeled gravity was interpolated from observed gravity values.
 DU1123
 DU1123;                    North         East    Units  Estimated Accuracy
 DU1123;SPC AZ E     -   248,120.      205,390.      MT  (+/- 180 meters Scaled)
 DU1123
 DU1123                          SUPERSEDED SURVEY CONTROL
 DU1123
 DU1123.No superseded survey control is available for this station.
 DU1123
 DU1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB696778(NAD 83)
 DU1123_MARKER: DR = REFERENCE MARK DISK
 DU1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1123_SP_SET: CONCRETE POST
 DU1123_STAMPING: COTTON NO 2 1960
 DU1123_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1123+STABILITY: SURFACE MOTION
 DU1123
 DU1123  HISTORY     - Date     Condition        Report By
 DU1123  HISTORY     - 1960     MONUMENTED       CGS
 DU1123  HISTORY     - 1979     GOOD             NGS
 DU1123
 DU1123                          STATION DESCRIPTION
 DU1123
 DU1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1123'19.3 KM NW FROM BYLAS.
 DU1123'19.3 KILOMETERS (12.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1123'POST OFFICE IN BYLAS, SET ON TOP OF A LONG HIGHWAY CUT, APPROXIMATELY
 DU1123'53 PACES SOUTHEAST OF THE NORTHWEST END OF THE CUT, 15.6 METERS (51
 DU1123'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.2 METERS (23.5
 DU1123'FEET) NORTHWEST OF STATION COTTON AND 4.0 METERS (13 FEET) NORTHEAST
 DU1123'OF THE SOUTHWEST EDGE OF THE CUT.
 DU1123'THE MARK IS 8 METERS  NW FROM A WITNESS POST.
 DU1123'THE MARK IS 6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1070 ***********************************************************************
 FS1070  DESIGNATION -  COTTONWOOD
 FS1070  PID         -  FS1070
 FS1070  STATE/COUNTY-  AZ/MOHAVE
 FS1070  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS1070
 FS1070                         *CURRENT SURVEY CONTROL
 FS1070  ___________________________________________________________________
 FS1070* NAD 83(1992)-  35 23 40.07822(N)    114 35 56.26531(W)     ADJUSTED  
 FS1070* NAVD 88     -       295.4    (meters)     969.     (feet)  VERTCON   
 FS1070  ___________________________________________________________________
 FS1070  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 FS1070  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FS1070  HORZ ORDER  -  FIRST
 FS1070
 FS1070.The horizontal coordinates were established by classical geodetic methods
 FS1070.and adjusted by the National Geodetic Survey in August 1993.
 FS1070
 FS1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1070
 FS1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1070
 FS1070.The geoid height was determined by GEOID03.
 FS1070
 FS1070;                    North         East     Units Scale Factor Converg.
 FS1070;SPC AZ W     -   487,680.769   136,237.729   MT  1.00000661   -0 29 30.3
 FS1070;SPC AZ W     - 1,600,002.52    446,974.18   iFT  1.00000661   -0 29 30.3
 FS1070;SPC NV E     - 8,071,936.090   289,420.542   MT  0.99999851   +0 34 12.7
 FS1070;SPC NV E     -26,482,676.99    949,540.56   sFT  0.99999851   +0 34 12.7
 FS1070;UTM  11      - 3,919,436.621   718,063.157   MT  1.00018604   +1 23 28.4
 FS1070
 FS1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1070!SPC AZ W     -   0.99995826  x   1.00000661  =   0.99996487
 FS1070!SPC NV E     -   0.99995826  x   0.99999851  =   0.99995677
 FS1070!UTM  11      -   0.99995826  x   1.00018604  =   1.00014429
 FS1070
 FS1070:                Primary Azimuth Mark                     Grid Az
 FS1070:SPC AZ W     -  PERKINS CAIRN                            023 30 50.4
 FS1070:SPC NV E     -  PERKINS CAIRN                            022 27 07.4
 FS1070:UTM  11      -  PERKINS CAIRN                            021 37 51.7
 FS1070
 FS1070|---------------------------------------------------------------------|
 FS1070| PID    Reference Object                     Distance      Geod. Az  |
 FS1070|                                                           dddmmss.s |
 FS1070| FS1168 PERKINS CAIRN                       APPROX.21.1 KM 0230120.1 |
 FS1070| FS1071 LOST CABIN CAIRN NW                 APPROX.12.0 KM 0401807.5 |
 FS1070| CC4554 COTTONWOOD RM 2                       4.442 METERS 25018     |
 FS1070| CC4553 COTTONWOOD RM 1                       3.780 METERS 32428     |
 FS1070| CC4552 COTTONWOOD RM 3 AZIMUTH                            3351822.3 |
 FS1070| CC4555 COTTONWOOD RM 3 AZIMUTH                            33519     |
 FS1070|---------------------------------------------------------------------|
 FS1070
 FS1070                          SUPERSEDED SURVEY CONTROL
 FS1070
 FS1070  NAD 83(1986)-  35 23 40.07924(N)    114 35 56.25705(W) AD(       ) 1
 FS1070  NAD 27      -  35 23 40.09600(N)    114 35 53.37200(W) AD(       ) 1
 FS1070  NGVD 29 (07/19/86)  294.7    (m)          967.     (f) VERT ANG    3  
 FS1070
 FS1070.Superseded values are not recommended for survey control.
 FS1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1070.See file dsdata.txt to determine how the superseded data were derived.
 FS1070
 FS1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1806319437(NAD 83)
 FS1070_MARKER: DS = TRIANGULATION STATION DISK
 FS1070_SETTING: 66 = SET IN ROCK OUTCROP
 FS1070
 FS1070  HISTORY     - Date     Condition        Report By
 FS1070  HISTORY     - 1934     MONUMENTED       CGS
 FS1070  HISTORY     - 1948     GOOD             CGS
 FS1070  HISTORY     - 1950     GOOD             CGS
 FS1070
 FS1070                          STATION DESCRIPTION
 FS1070
 FS1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1070'STATION IS ON THE HIGHEST HILL IN THE VICINITY, ABOUT 1
 FS1070'MILE E OF THE COLORADO RIVER AT THE LOWER END OF COTTONWOOD
 FS1070'VALLEY.  PEAK CAN BE EASILY IDENTIFIED, AS IT IS THE FIRST
 FS1070'PROMINENT HILL NEAR THE RIVER S OF SEARCHLIGHT FERRY.  ABOUT
 FS1070'9 MILES, A LITTLE E OF S, FROM THE SEARCHLIGHT FERRY, AND
 FS1070'7 MILES S OF THE SEARCHLIGHT FERRY ROAD AT THE NEAREST POINT.
 FS1070'THERE IS A 4-FOOT ROCK CAIRN AT THE STATION SITE.
 FS1070'
 FS1070'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN
 FS1070'A DRILL HOLE IN A BOULDER.
 FS1070'
 FS1070'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 FS1070'HOLES IN OUTCROPPING BEDROCK.
 FS1070'
 FS1070'REFERENCE MARK NO. 3, (AZIMUTH) IS 3/8 MILE NNW ON A ROCKY
 FS1070'POINT NEAR THE DEEP WASH.
 FS1070'
 FS1070'REACHED FROM CHLORIDE BY GOING W ON THE SEARCHLIGHT ROAD
 FS1070'28 MILES TO A SIGN READING SEARCHLIGHT 16, CHLORIDE 28.
 FS1070'THIS POINT IS 3.8 MILES BEFORE REACHING THE FERRY AND 0.8
 FS1070'MILE BEFORE REACHING THE TURNOFF TO TATUMS RANCH.  HERE TURN
 FS1070'LEFT (S) AND FOLLOW THE DIM ROAD 0.9 MILE AND TAKE LEFT FORK,
 FS1070'GO 0.3 MILE AND PASS W OF OLD HOUSE, CONTINUE 0.2 MILE AND
 FS1070'TAKE LEFT FORK, GO 2.4 MILES TO THE END OF TRUCK TRAVEL AT
 FS1070'THE EDGE OF A DEEP WASH.  CAIRN AT STATION IS S 40 DEG E
 FS1070'FROM HERE.  CONTINUE S ALONG EDGE OF GRAVEL BANKS
 FS1070'ABOUT ONE MILE.  TURN E UP A DEEP WASH AND FOLLOW TO WHERE
 FS1070'IT WIDENS OUT THENCE S 1/2 MILE TO STATION.
 FS1070
 FS1070                          STATION RECOVERY (1948)
 FS1070
 FS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1070'ALL MARKS ARE IN GOOD CONDITION.
 FS1070'
 FS1070'THE STATION IS ON THE SUMMIT OF A LOW LAVA ROCK-STREWN HILL,
 FS1070'ABOUT 31-1/2 MILES WEST-NORTHWEST OF KINGMAN, 15 MILES NORTH
 FS1070'OF DAVIS DAM, AND 1-1/2 MILES EAST OF THE COLORADO RIVER.
 FS1070'THIS IS THE HIGHEST POINT IN THE VICINITY.
 FS1070'
 FS1070'THE STATION, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1070'THE TOP OF A 2 FOOT SQUARE MASS OF OUTCROPPING BEDROCK, PROJECTING
 FS1070'8 INCHES ABOVE THE SURROUNDING SURFACE, IS STAMPED COTTONWOOD
 FS1070'1934.
 FS1070'
 FS1070'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 FS1070'HOLE IN BEDROCK, IS STAMPED COTTONWOOD NO 1 1934.  IT IS
 FS1070'APPROXIMATELY 10 INCHES LOWER IN ELEVATION THAN THE STATION
 FS1070'MARK.
 FS1070'
 FS1070'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 FS1070'HOLE IN BEDROCK, PROJECTING 2 INCHES ABOVE THE SURROUNDING
 FS1070'SURFACE, IS STAMPED COTTONWOOD NO 2 1934.  IT IS ABOUT 10
 FS1070'INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 FS1070'
 FS1070'THE AZIMUTH MARK, A STANDARD REFERENCE DISK CEMENTED IN A
 FS1070'DRILL HOLE IN A MASS OF OUTCROPPING BEDROCK, IS STAMPED
 FS1070'COTTONWOOD NO 3 1934.  IT IS ON THE SUMMIT OF A SMALL LOW
 FS1070'ROCKY POINT JUST SOUTH OF A DEEP WASH.
 FS1070'
 FS1070'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA
 FS1070'FE RAILROAD DEPOT IN KINGMAN GO NORTH AND WEST ON U.S. HIGHWAY
 FS1070'93 AND 466 FOR 26.5 MILES TO A GRADED DIRT ROAD LEFT, WEST,
 FS1070'JUST SOUTHEAST OF SOME RUINS OF BUILDINGS.  TURN LEFT, WEST,
 FS1070'PASS THROUGH A WIRE GATE AND CONTINUE WESTERLY ON THE MAIN
 FS1070'TRAVELED ROAD FOR 9.5 MILES TO THE TOP OF A GRADE AND SIGN
 FS1070'CHLORIDE 19, SEARCHLIGHT 26.  CONTINUE WESTERLY DOWN GRADE
 FS1070'FOR 3.0 MILES TO A FORK.  TAKE THE LEFT-HAND ROAD 7.1 MILES
 FS1070'TO A FENCE CORNER AND FORK.  TAKE THE LEFT-HAND ROAD
 FS1070'SOUTHWESTERLY 0.3 MILE TO A RANCH HOUSE.  TURN SHARP LEFT, EAST,
 FS1070'THROUGH A GATE AT THE RANCH HOUSE AND GO 0.6 MILE TO A
 FS1070'GATE.  PASS THROUGH GATE AND FOLLOW A TRACK ROAD SOUTH
 FS1070'AND EAST 1.5 MILES TO A DENSE GROWTH OF TAMARACK.  CONTINUE
 FS1070'SOUTHERLY THROUGH THE TAMARACK 3.7 MILES TO THE WESTERN
 FS1070'MOUTH OF A WASH.  TURN LEFT, EAST, AND GO UP THE WASH 0.3
 FS1070'MILES TO A POINT WHERE THE WASH BECOMES TOO NARROW TO
 FS1070'CONTINUE WITH TRUCK.  FROM HERE PACK UP THE RIDGE ON THE
 FS1070'LEFT SIDE OF THE WASH AND GO EASTERLY 1/2 MILE TO THE
 FS1070'HIGHEST POINT AND STATION.  A 20 MINUTE PACK.
 FS1070
 FS1070                          STATION RECOVERY (1950)
 FS1070
 FS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1070'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1948
 FS1070'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 FS1070'
 FS1070'THE LAKE FORMED BY DAVIS DAM HAS RISEN TO A LEVEL WITHIN 1
 FS1070'MILE OF THE STATION, MAKING THE OLD ROUTE BY TRUCK INACCESSABLE.
 FS1070'TO REACH THE STATION FROM SEARCH LIGHT, NEVADA GO EAST ON
 FS1070'THE COTTONWOOD LANDING ROAD FOR 15.4 MILES TO THE WEST SHORE
 FS1070'OF THE LAKE AND A BOAT DOCK.  FROM HERE PROCEED SOUTH AND
 FS1070'EAST BY BOAT ABOUT 11 MILES TO A SMALL INLET WHICH IS ABOUT
 FS1070'1 MILE WEST OF THE STATION ON THE EAST SIDE OF THE LAKE.
 FS1070'THE STATION IS EASILY RECOGNIZED AS BEING ON THE ONLY DARK
 FS1070'COLORED HILL IN THE VICINITY.  PACK EASTERLY UP SLOPE TO
 FS1070'THE HIGHEST POINT AND STATION.  A 25 MINUTE PACK.
 FS1070'
 FS1070'NO DISTANCES OR DIRECTIONS WERE CHECKED SINCE NO OBSERVING
 FS1070'UNIT VISITED THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1007 ***********************************************************************
 ET1007  DESIGNATION -  COTTONWOOD MOUNTAIN
 ET1007  PID         -  ET1007
 ET1007  STATE/COUNTY-  AZ/YAVAPAI
 ET1007  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET1007
 ET1007                         *CURRENT SURVEY CONTROL
 ET1007  ___________________________________________________________________
 ET1007* NAD 83(1992)-  34 47 07.98800(N)    112 51 12.44627(W)     ADJUSTED  
 ET1007* NAVD 88     -      1972.     (meters)    6470.     (feet)  SCALED    
 ET1007  ___________________________________________________________________
 ET1007  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 ET1007  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ET1007  HORZ ORDER  -  THIRD
 ET1007
 ET1007.The horizontal coordinates were established by classical geodetic methods
 ET1007.and adjusted by the National Geodetic Survey in August 1993.
 ET1007
 ET1007.The orthometric height was scaled from a topographic map.
 ET1007
 ET1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1007
 ET1007.The geoid height was determined by GEOID03.
 ET1007
 ET1007;                    North         East     Units Scale Factor Converg.
 ET1007;SPC AZ C     -   420,185.930   127,626.816   MT  0.99999056   -0 32 04.1
 ET1007;SPC AZ C     - 1,378,562.76    418,723.15   iFT  0.99999056   -0 32 04.1
 ET1007;UTM  12      - 3,850,827.202   330,418.478   MT  0.99995445   -1 03 27.6
 ET1007
 ET1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1007!SPC AZ C     -   0.99969473  x   0.99999056  =   0.99968529
 ET1007!UTM  12      -   0.99969473  x   0.99995445  =   0.99964919
 ET1007
 ET1007:                Primary Azimuth Mark                     Grid Az
 ET1007:SPC AZ C     -  WILLIAMS                                 013 45 49.8
 ET1007:UTM  12      -  WILLIAMS                                 014 17 13.3
 ET1007
 ET1007|---------------------------------------------------------------------|
 ET1007| PID    Reference Object                     Distance      Geod. Az  |
 ET1007|                                                           dddmmss.s |
 ET1007| ET1004 WILLIAMS                            APPROX.16.7 KM 0131345.7 |
 ET1007| ET1011 CAMP WOOD                           APPROX. 8.1 KM 3124514.7 |
 ET1007|---------------------------------------------------------------------|
 ET1007
 ET1007                          SUPERSEDED SURVEY CONTROL
 ET1007
 ET1007  NAD 83(1986)-  34 47 07.99565(N)    112 51 12.44371(W) AD(       ) 3
 ET1007  NAD 27      -  34 47 07.92600(N)    112 51 09.80400(W) AD(       ) 3
 ET1007
 ET1007.Superseded values are not recommended for survey control.
 ET1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1007.See file dsdata.txt to determine how the superseded data were derived.
 ET1007
 ET1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3041850827(NAD 83)
 ET1007_MARKER: DD = SURVEY DISK
 ET1007_SETTING: 66 = SET IN ROCK OUTCROP
 ET1007_SP_SET: SET IN A ROCK LEDGE
 ET1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1007+STABILITY: POSITION/ELEVATION WELL
 ET1007
 ET1007  HISTORY     - Date     Condition        Report By
 ET1007  HISTORY     - 1935     MONUMENTED       USFS
 ET1007
 ET1007                          STATION DESCRIPTION
 ET1007
 ET1007'DESCRIBED BY US FOREST SERVICE 1935
 ET1007'STATION IS ON HIGHEST LARGE, ROUND, BARREN, TABLE-TOP MOUNTAIN,
 ET1007'26 MILES NW OF PRESCOTT (AIR LINE).  THE MOUNTAIN IS VERY
 ET1007'PROMINENT AND IS EASILY DISTINGUISHED BY ITS SIZE AND MESA-LIKE
 ET1007'SHAPE.
 ET1007'
 ET1007'STATION MARK IS A STANDARD U.S.F.S. TABLET IN MALPAIS LEDGE
 ET1007'ROCK STAMPED COTTONWOOD MTN. 1935.
 ET1007'
 ET1007'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET1007'CREEK-SELIGMAN ROAD APPROXIMATELY 24 MILES TO INTERSECTION
 ET1007'WITH THE CAMP WOOD ROAD.  THENCE TURN WESTWARDLY ON THE LATTER,
 ET1007'APPROXIMATELY 13 MILES TO INTERSECTION WITH COTTONWOOD MOUNTAIN
 ET1007'TRAIL.  IT IS POSSIBLE TO DRIVE SOUTHERLY ON THIS TRAIL
 ET1007'APPROXIMATELY 1 MILE TO A CONCRETE WATERING TROUGH.  THENCE
 ET1007'FOLLOW TRAIL TO TOP OF MOUNTAIN AND STATION, ABOUT 45 MINUTES
 ET1007'CLIMB.
 ET1007'
 ET1007'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 6-FOOT
 ET1007'ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1137 ***********************************************************************
 ES1137  DESIGNATION -  COTTONWOOD RM 1
 ES1137  PID         -  ES1137
 ES1137  STATE/COUNTY-  AZ/YAVAPAI
 ES1137  USGS QUAD   -  PAGE SPRINGS (1969)
 ES1137
 ES1137                         *CURRENT SURVEY CONTROL
 ES1137  ___________________________________________________________________
 ES1137* NAD 83(1992)-  34 45 14.45607(N)    111 59 36.08090(W)     ADJUSTED  
 ES1137* NAVD 88     -      1097.1    (meters)    3599.     (feet)  VERTCON   
 ES1137  ___________________________________________________________________
 ES1137  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 ES1137  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 ES1137  HORZ ORDER  -  THIRD
 ES1137
 ES1137.The horizontal coordinates were established by classical geodetic methods
 ES1137.and adjusted by the National Geodetic Survey in August 1993.
 ES1137
 ES1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1137
 ES1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1137
 ES1137.The geoid height was determined by GEOID03.
 ES1137
 ES1137;                    North         East     Units Scale Factor Converg.
 ES1137;SPC AZ C     -   416,290.524   206,339.004   MT  0.99990061   -0 02 37.4
 ES1137;SPC AZ C     - 1,365,782.56    676,965.24   iFT  0.99990061   -0 02 37.4
 ES1137;UTM  12      - 3,846,214.185   409,082.601   MT  0.99970188   -0 33 58.7
 ES1137
 ES1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1137!SPC AZ C     -   0.99983181  x   0.99990061  =   0.99973244
 ES1137!UTM  12      -   0.99983181  x   0.99970188  =   0.99953375
 ES1137
 ES1137:                Primary Azimuth Mark                     Grid Az
 ES1137:SPC AZ C     -  MUNDS MOUNTAIN                           066 35 19.7
 ES1137:UTM  12      -  MUNDS MOUNTAIN                           067 06 41.0
 ES1137
 ES1137|---------------------------------------------------------------------|
 ES1137| PID    Reference Object                     Distance      Geod. Az  |
 ES1137|                                                           dddmmss.s |
 ES1137| ES1142 MUNDS MOUNTAIN                      APPROX.28.0 KM 0663242.3 |
 ES1137| CS3971 COTTONWOOD RM 2                      19.940 METERS 21649     |
 ES1137|---------------------------------------------------------------------|
 ES1137
 ES1137                          SUPERSEDED SURVEY CONTROL
 ES1137
 ES1137  NAD 83(1986)-  34 45 14.45111(N)    111 59 36.07920(W) AD(       ) 3
 ES1137  NGVD 29 (04/23/90) 1096.4    (m)         3597.     (f) VERT ANG    3  
 ES1137
 ES1137.Superseded values are not recommended for survey control.
 ES1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1137.See file dsdata.txt to determine how the superseded data were derived.
 ES1137
 ES1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0908346214(NAD 83)
 ES1137_MARKER: DR = REFERENCE MARK DISK
 ES1137_SETTING: 0 = UNSPECIFIED SETTING
 ES1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1137
 ES1137  HISTORY     - Date     Condition        Report By
 ES1137  HISTORY     - 1973     MONUMENTED       USGS
 ES1137
 ES1137                          STATION DESCRIPTION
 ES1137
 ES1137'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES1137'LOCATED 1.8 MI E. OF COTTONWOOD, 0.25 MI NE. OF VERDE RIVER AT
 ES1137'POINT WHERE IT FLOWS E.-SE.  ON TOP OF LOW RED KNOLL.
 ES1137'
 ES1137'TO REACH FROM POST OFFICE IN COTTONWOOD, GO 3.9 MI N. ON U.S.
 ES1137'HWY. 89A TOWARD FLAGSTAFF TO DIRT RD. LEFT AT SIGN
 ES1137'ENTERING COCONINO NATIONAL FOREST, CONTINUE 1.5 MI TO DIRT
 ES1137'Y-RD. LEFT (FS RD. 761).  TURN LEFT ON DIRT RD. 0.7 MI TO Y-FORK.
 ES1137'KEEP LEFT 0.3 MI TO Y-FORK.  KEEP LEFT 0.8 MI TO EARTH STOCK TANK.
 ES1137'TURN LEFT CROSSING DAM 0.4 MI UNTIL NEAR TOP OF RIDGE AT DRAIN
 ES1137'X-ING. AND DIM TRACK RD. LEFT ON SOUTH SIDE OF DRAIN.  TURN LEFT
 ES1137'FOLLOWING ALONG DRAIN 0.1 MI.  CROSS DRAIN CONTINUING ON TRACK RD.
 ES1137'0.4 MI.  LEAVE TRACK RD. LEFT CROSS-COUNTRY ALONG LOW RIDGE 0.8 MI
 ES1137'TO END OF TRUCK TRAVEL AND STATION ON SMALL FLATTOP RED HILL WITH
 ES1137'POWER POLE IN CENTER ON TOP.  ABOUT A 5-10 MINUTE PACK.
 ES1137'
 ES1137'STATION MARK--STANDARD RM TABLET STAMPED---COTTONWOOD 1943 NO 1---,
 ES1137'IN FLAT TOP OF HILL.
 ES1137'
 ES1137'RM 2--STANDARD RM TABLET STAMPED---COTTONWOOD 1943 NO 2---, IN FLAT
 ES1137'TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1095 ***********************************************************************
 CY1095  DESIGNATION -  COUNTY
 CY1095  PID         -  CY1095
 CY1095  STATE/COUNTY-  AZ/GRAHAM
 CY1095  USGS QUAD   -  WHITLOCK PEAK (1986)
 CY1095
 CY1095                         *CURRENT SURVEY CONTROL
 CY1095  ___________________________________________________________________
 CY1095* NAD 83(1992)-  32 31 13.50708(N)    109 13 27.42059(W)     ADJUSTED  
 CY1095* NAVD 88     -      1473.4    (meters)    4834.     (feet)  VERTCON   
 CY1095  ___________________________________________________________________
 CY1095  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 CY1095  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CY1095  HORZ ORDER  -  THIRD
 CY1095
 CY1095.The horizontal coordinates were established by classical geodetic methods
 CY1095.and adjusted by the National Geodetic Survey in August 1993.
 CY1095
 CY1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1095
 CY1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1095
 CY1095.The geoid height was determined by GEOID03.
 CY1095
 CY1095;                    North         East     Units Scale Factor Converg.
 CY1095;SPC AZ E     -   168,962.638   301,894.945   MT  0.99999663   +0 30 24.0
 CY1095;SPC AZ E     -   554,339.36    990,468.98   iFT  0.99999663   +0 30 24.0
 CY1095;SPC NM W     -   169,426.877   699,317.985   MT  1.00012719   -0 44 52.4
 CY1095;SPC NM W     -   555,861.35  2,294,345.76   sFT  1.00012719   -0 44 52.4
 CY1095;UTM  12      - 3,599,512.235   666,782.987   MT  0.99994302   +0 57 17.4
 CY1095
 CY1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1095!SPC AZ E     -   0.99977285  x   0.99999663  =   0.99976948
 CY1095!SPC NM W     -   0.99977285  x   1.00012719  =   0.99990001
 CY1095!UTM  12      -   0.99977285  x   0.99994302  =   0.99971588
 CY1095
 CY1095:                Primary Azimuth Mark                     Grid Az
 CY1095:SPC AZ E     -  PARKS                                    269 15 27.9
 CY1095:SPC NM W     -  PARKS                                    270 30 44.3
 CY1095:UTM  12      -  PARKS                                    268 48 34.5
 CY1095
 CY1095|---------------------------------------------------------------------|
 CY1095| PID    Reference Object                     Distance      Geod. Az  |
 CY1095|                                                           dddmmss.s |
 CY1095| CY1099 PARKS                               APPROX. 5.7 KM 2694551.9 |
 CY1095|---------------------------------------------------------------------|
 CY1095
 CY1095                          SUPERSEDED SURVEY CONTROL
 CY1095
 CY1095  NAD 83(1986)-  32 31 13.50200(N)    109 13 27.41796(W) AD(       ) 3
 CY1095  NAD 27      -  32 31 13.23790(N)    109 13 25.20486(W) AD(       ) 3
 CY1095  NGVD 29 (07/19/86) 1472.7    (m)         4832.     (f) VERT ANG    3  
 CY1095
 CY1095.Superseded values are not recommended for survey control.
 CY1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1095.See file dsdata.txt to determine how the superseded data were derived.
 CY1095
 CY1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6678399512(NAD 83)
 CY1095
 CY1095  HISTORY     - Date     Condition        Report By
 CY1095  HISTORY     - 1948     MONUMENTED       USGS
 CY1095  HISTORY     - 1958     GOOD             USGS
 CY1095
 CY1095                          STATION DESCRIPTION
 CY1095
 CY1095'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CY1095'LOCATED ABOUT 17 MI. N. OF SAN SIMON, ABOUT MIDWAY ON A N-S. RIDGE,
 CY1095'WHICH IS ABOUT 3 MI. IN LENGTH AND ON THE THIRD HUMP FROM THE BASE.
 CY1095'ALSO THE GRAHAM AND GREENLEE COUNTY LINE.
 CY1095'
 CY1095'TO REACH FROM BOWIE POST OFFICE, DRIVE N. ACROSS TRACKS 0.2 MI.,
 CY1095'THENCE NORTHEASTERLY ON MIDDLE FORK 12.2 MI. TO RD. FORKS, CONTINUE
 CY1095'STRAIGHT AHEAD ON S. SIDE OF ADOBE SHACKS 1.3 MI. TO RD. FORKS, THENCE
 CY1095'3.6 MI. ON MAIN TRAVELED RD., LEFT FORK TO T-JUNCTION WITH RD. AND
 CY1095'DITCH, KEEP ON MAIN TRAVELED RD. E. 1.7 MI. TO RD. FORKS, THENCE
 CY1095'STRAIGHT AHEAD 4.0 MI. TO GATE AND A N-S. FENCE LINE ACROSS OLD
 CY1095'CAMP CANYON, TURN N. ONTO A DIM, ROCKY TRACK RD. ALONG FENCE LINE
 CY1095'AND FOLLOW TO END, LEAVE TRUCK AND CROSS FENCE AND FOLLOW ALONG
 CY1095'TO A SMALL RIDGE, WHICH RUNS E-W. JOINING LARGE N-S. RIDGE.  LEAVE
 CY1095'FENCE LINE (ABOUT 0.75 MI. FROM TRUCK) AND FOLLOW E-W. RIDGE TO TOP
 CY1095'TO POINT WHERE IT JOINS N-S. RIDGE AND STATION.
 CY1095'
 CY1095'STATION MARK--STANDARD TABLET, STAMPED ---COUNTY 1948---, AND CEMENTED
 CY1095'IN BOULDER.
 CY1095'
 CY1095'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1095'---COUNTY NO. 1 1948---, CEMENTED IN BOULDER 34.94 FT. FROM STATION
 CY1095'MARK, S 03 DEG 55 MIN E.
 CY1095'
 CY1095'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1095'---COUNTY NO. 2 1948---, CEMENTED IN BOULDER 46.57 FT. FROM STATION
 CY1095'MARK, S 82 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1277 ***********************************************************************
 DB1277  DESIGNATION -  COUNTY WELL 2
 DB1277  PID         -  DB1277
 DB1277  STATE/COUNTY-  AZ/YUMA
 DB1277  USGS QUAD   -  DOME (1991)
 DB1277
 DB1277                         *CURRENT SURVEY CONTROL
 DB1277  ___________________________________________________________________
 DB1277* NAD 83(1992)-  32 51 31.69000(N)    114 21 34.87939(W)     ADJUSTED  
 DB1277* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 DB1277  ___________________________________________________________________
 DB1277  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DB1277  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DB1277  HORZ ORDER  -  SECOND
 DB1277
 DB1277.The horizontal coordinates were established by classical geodetic methods
 DB1277.and adjusted by the National Geodetic Survey in August 1993.
 DB1277
 DB1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1277
 DB1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1277
 DB1277.The geoid height was determined by GEOID03.
 DB1277
 DB1277;                    North         East     Units Scale Factor Converg.
 DB1277;SPC AZ W     -   206,265.491   156,295.406   MT  0.99997347   -0 19 50.9
 DB1277;SPC AZ W     -   676,724.05    512,780.20   iFT  0.99997347   -0 19 50.9
 DB1277;UTM  11      - 3,638,724.102   747,075.231   MT  1.00035279   +1 25 59.8
 DB1277
 DB1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1277!SPC AZ W     -   0.99998676  x   0.99997347  =   0.99996023
 DB1277!UTM  11      -   0.99998676  x   1.00035279  =   1.00033955
 DB1277
 DB1277:                Primary Azimuth Mark                     Grid Az
 DB1277:SPC AZ W     -  COUNTY WELL 2 AZ MK                      204 08 50.1
 DB1277:UTM  11      -  COUNTY WELL 2 AZ MK                      202 22 59.4
 DB1277
 DB1277|---------------------------------------------------------------------|
 DB1277| PID    Reference Object                     Distance      Geod. Az  |
 DB1277|                                                           dddmmss.s |
 DB1277| CE9196 COUNTY WELL 2 AZ MK                                2034859.2 |
 DB1277| DB1280 COUNTY WELL RM 2                     11.675 METERS 21731     |
 DB1277| CE9195 COUNTY WELL RM 1                      6.943 METERS 27132     |
 DB1277| DB1278 COUNTY WELL                          14.714 METERS 27133     |
 DB1277|---------------------------------------------------------------------|
 DB1277
 DB1277                          SUPERSEDED SURVEY CONTROL
 DB1277
 DB1277  NAD 83(1986)-  32 51 31.69163(N)    114 21 34.88562(W) AD(       ) 2
 DB1277  NAD 27      -  32 51 31.53900(N)    114 21 32.08100(W) AD(       ) 2
 DB1277  NGVD 29 (07/19/86)  117.     (m)          384.     (f) VERT ANG    3  
 DB1277
 DB1277.Superseded values are not recommended for survey control.
 DB1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1277.See file dsdata.txt to determine how the superseded data were derived.
 DB1277
 DB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4707538724(NAD 83)
 DB1277_MARKER: DD = SURVEY DISK
 DB1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1277
 DB1277  HISTORY     - Date     Condition        Report By
 DB1277  HISTORY     - 1957     MONUMENTED       AZHD
 DB1277  HISTORY     - 1981     GOOD             NGS
 DB1277  HISTORY     - 19880210 MARK NOT FOUND   USPSQD
 DB1277  HISTORY     - 20081217 POOR             INDIV
 DB1277
 DB1277                          STATION DESCRIPTION
 DB1277
 DB1277'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1957 (SHD)
 DB1277'STATION IS LOCATED ALONG HIGHWAY 95 BETWEEN QUARTZSITE AND
 DB1277'YUMA ABOUT 0.1 MILE NORTH OF COUNTY WELL.  60 MILES SOUTH OF
 DB1277'QUARTZSITE AND 25 MILES NORTH OF THE JUNCTION WITH U.S. HIGHWAY
 DB1277'80 AT YUMA.  IT IS ON A LOW KNOLL SOUTHEAST OF THE HIGHWAY
 DB1277'ABOUT 60 FEET FROM ROUTE STATION 1257+00, AND NEAR THE SOUTHWEST
 DB1277'EDGE OF A LARGE WASH.
 DB1277'
 DB1277'REFERENCE MARK NO. 1 STAMPED COUNTY WELL NO 1 1949, PROJECTS
 DB1277'2 INCHES ABOVE THE GROUND, AND IS ABOUT 10 PACES SOUTHWEST OF
 DB1277'THE WASH EDGE.  THE ARROW ON THE DISK POINTS IN A WESTERLY
 DB1277'DIRECTION, ABOUT 180 DEG FROM THE STATION.
 DB1277'
 DB1277'REFERENCE MARK NO 2, STAMPED COUNTY WELLS NO 2 1949, IS FLUSH
 DB1277'WITH THE GROUND, ABOUT 20 PACES SOUTHWEST OF THE WASH EDGE.
 DB1277'THE ARROW ON THE DISK POINTS IN A NORTHERLY DIRECTION, ABOUT
 DB1277'55 DEG LEFT OF THE STATION.
 DB1277'
 DB1277'AZIMUTH MARK IS BELIEVED TO BE DESTROYED.
 DB1277'
 DB1277'STATION MARK IS A 1.3 FT X 1.3 FT X 1 CONCRETE BLOCK WITH A
 DB1277'DISK STAMPED COUNTY WELL 2 1957.
 DB1277'
 DB1277'NOTE--THIS DESCRIPTION WAS WRITTEN FROM THE COMBINATION OF
 DB1277'A FEW SKETCHY NOTES AND THE DESCRIPTION OF THE ORIGINAL
 DB1277'STATION.
 DB1277
 DB1277                          STATION RECOVERY (1981)
 DB1277
 DB1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1277'THE STATION MARK AND THE 1949 REFERENCE MARKS WERE RECOVERED AND
 DB1277'FOUND IN GOOD CONDITION.  THE STATION IS ON THE LOW RISE JUST EAST OF
 DB1277'THE INTERSECTION OF U.S. HIGHWAY 95 AND MARTINEZ LAKE ROAD, ABOUT 15
 DB1277'METERS FROM THE ROAD.
 DB1277
 DB1277                          STATION RECOVERY (1988)
 DB1277
 DB1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBF)
 DB1277'MARK NOT FOUND.
 DB1277
 DB1277                          STATION RECOVERY (2008)
 DB1277
 DB1277'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RLY)
 DB1277'STATION WAS FOUND AS DESCIBED IN 1981. THE MONUMENT IS LEANING
 DB1277'SOUTHERLY AT APPROXIMATELY 10 DEGREE ANGLE BUT APPEARS TO BE STABLE
 DB1277'CONSIDERING IT IS SET IN SANDY SOIL. LOCATION IS SUITABLE FOR GPS
 DB1277'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1889 ***********************************************************************
 DV1889  DESIGNATION -  COUP
 DV1889  PID         -  DV1889
 DV1889  STATE/COUNTY-  AZ/MARICOPA
 DV1889  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1889
 DV1889                         *CURRENT SURVEY CONTROL
 DV1889  ___________________________________________________________________
 DV1889* NAD 83(1992)-  33 31 47.03921(N)    113 06 51.30032(W)     ADJUSTED  
 DV1889* NAVD 88     -       436.7    (meters)    1433.     (feet)  VERTCON   
 DV1889  ___________________________________________________________________
 DV1889  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DV1889  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV1889  HORZ ORDER  -  SECOND
 DV1889
 DV1889.The horizontal coordinates were established by classical geodetic methods
 DV1889.and adjusted by the National Geodetic Survey in August 1993.
 DV1889
 DV1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1889
 DV1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1889
 DV1889.The geoid height was determined by GEOID03.
 DV1889
 DV1889;                    North         East     Units Scale Factor Converg.
 DV1889;SPC AZ C     -   281,140.131   102,123.503   MT  1.00005250   -0 39 41.7
 DV1889;SPC AZ C     -   922,375.76    335,050.86   iFT  1.00005250   -0 39 41.7
 DV1889;UTM  12      - 3,712,017.167   303,666.747   MT  1.00007525   -1 10 05.6
 DV1889
 DV1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1889!SPC AZ C     -   0.99993630  x   1.00005250  =   0.99998880
 DV1889!UTM  12      -   0.99993630  x   1.00007525  =   1.00001155
 DV1889
 DV1889|---------------------------------------------------------------------|
 DV1889| PID    Reference Object                     Distance      Geod. Az  |
 DV1889|                                                           dddmmss.s |
 DV1889| CH2985 COUP RM 1                            10.531 METERS 05248     |
 DV1889| CH2986 COUP RM 2                             9.904 METERS 22022     |
 DV1889| DV1351 PLEASANTON RESET                    APPROX. 1.6 KM 2312748.2 |
 DV1889|---------------------------------------------------------------------|
 DV1889
 DV1889                          SUPERSEDED SURVEY CONTROL
 DV1889
 DV1889  NAD 83(1986)-  33 31 47.03091(N)    113 06 51.30722(W) AD(       ) 2
 DV1889  NAD 27      -  33 31 46.89500(N)    113 06 48.63200(W) AD(       ) 2
 DV1889  NGVD 29 (07/19/86)  436.1    (m)         1431.     (f) VERT ANG    3  
 DV1889
 DV1889.Superseded values are not recommended for survey control.
 DV1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1889.See file dsdata.txt to determine how the superseded data were derived.
 DV1889
 DV1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0366712017(NAD 83)
 DV1889_MARKER: DE = TRAVERSE STATION DISK
 DV1889_SETTING: 66 = SET IN ROCK OUTCROP
 DV1889
 DV1889  HISTORY     - Date     Condition        Report By
 DV1889  HISTORY     - 1962     MONUMENTED       CGS
 DV1889  HISTORY     - 1968     GOOD             AMS
 DV1889
 DV1889                          STATION DESCRIPTION
 DV1889
 DV1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1889'THE STATION IS LOCATED ABOUT 13 MILES EAST OF THE YUMA-MARICOPA
 DV1889'COUNTY LINE, ABOUT 10 MILES WEST-NORTHWEST OF TONOPAH, ABOUT
 DV1889'1 MILE NORTH OF THE SALOME-HASSAYAMPA ROAD AND NEAR THE SOUTH
 DV1889'END OF A LOW ROCKY RIDGE WHICH HAS A TRACK ROAD LEADING
 DV1889'UP THE SOUTHWEST SLOPE OF THE RIDGE.
 DV1889'
 DV1889'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTHEAST
 DV1889'ON BLACKTOP AND THEN GRAVEL ROAD FOR 20.2 MILES TO THE YUMA-MARICOPA
 DV1889'COUNTY LINE, CONTINUE SOUTHEAST ON MAIN ROAD FOR 12.0 MILES
 DV1889'TO A SIDE ROAD RIGHT AND SIGN (HARQUAHALA STEEL WELDING AND
 DV1889'REPAIRS, FARM SUPPLIES), CONTINUE SOUTHEAST ON MAIN ROAD FOR 2.3
 DV1889'MILES TO A CATTLE GUARD AND STATION PLEASANTON 1948 ON RIGHT
 DV1889'WHICH WAS USED AS AZIMUTH MARK, TURN LEFT BEFORE CROSSING
 DV1889'CATTLE GUARD AND GO NORTH FOR 0.1 MILE TO GATE AT EAST SIDE OF
 DV1889'ELECTRIC SUB STATION, PASS THROUGH GATE AND FOLLOW THE TRACK
 DV1889'ROAD NORTH-NORTHEAST FOR 0.7 MILE TO A FORK, KEEP RIGHT FORK
 DV1889'UP ROCKY RIDGE FOR 0.3 MILE TO A CIRCLE DRIVE AND END OF
 DV1889'TRUCK TRAVEL.  FROM HERE PACK SOUTH-SOUTHEAST FOR 241 FEET TO
 DV1889'STATION.
 DV1889'
 DV1889'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 DV1889'IN OUTCROPPING BEDROCK IS ABOUT 6 INCHES UNDER GROUND AND IS
 DV1889'STAMPED COUP 1962.  THE MARK IS 241 FEET SOUTH-SOUTHEAST OF
 DV1889'THE CIRCLE DRIVE, 76 FEET WEST-SOUTHWEST OF A SMALL TREE AND
 DV1889'67 FEET SOUTH-SOUTHEAST OF A SMALL TREE.
 DV1889'
 DV1889'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV1889'IN A BOULDER WHICH PROJECTS ABOUT 2 FEET IS ABOUT 3 FEET HIGHER
 DV1889'IN ELEVATION THAN THE STATION AND IS STAMPED COUP NO 1 1962.
 DV1889'THE MARK IS 46 FEET WEST OF A SMALL TREE.
 DV1889'
 DV1889'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV1889'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 18 INCHES AND IS
 DV1889'STAMPED COUP NO 2 1962.  THE MARK IS ABOUT 5 FEET LOWER IN
 DV1889'ELEVATION THAN THE STATION.
 DV1889'
 DV1889'AZIMUTH MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF
 DV1889'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 DV1889'AND IS STAMPED PLEASANTON 1948.  THE MARK IS 20 FEET WEST OF
 DV1889'FENCE, 41.5 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF CATTLE
 DV1889'GUARD AND 59 FEET SOUTH OF THE CENTER OF ROAD.
 DV1889'
 DV1889'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1889
 DV1889                          STATION RECOVERY (1968)
 DV1889
 DV1889'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JDM)
 DV1889'STA. AND R.M.S RECOVERED IN GOOD CONDITION.
 DV1889'
 DV1889'PLEASANTON SURFACE MK. DESTROYED BUT UNDERGROUND MARK RECOVERED
 DV1889'IN GOOD CONDITION AND USED AS AZ.
 DV1889'
 DV1889'DIST AND AZ MEASURED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1931 ***********************************************************************
 DV1931  DESIGNATION -  COURT
 DV1931  PID         -  DV1931
 DV1931  STATE/COUNTY-  AZ/MARICOPA
 DV1931  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 DV1931
 DV1931                         *CURRENT SURVEY CONTROL
 DV1931  ___________________________________________________________________
 DV1931* NAD 83(1992)-  33 27 29.79051(N)    113 17 14.89736(W)     ADJUSTED  
 DV1931* NAVD 88     -       541.3    (meters)    1776.     (feet)  VERTCON   
 DV1931  ___________________________________________________________________
 DV1931  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DV1931  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV1931  HORZ ORDER  -  FIRST
 DV1931
 DV1931.The horizontal coordinates were established by classical geodetic methods
 DV1931.and adjusted by the National Geodetic Survey in August 1993.
 DV1931
 DV1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1931
 DV1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1931
 DV1931.The geoid height was determined by GEOID03.
 DV1931
 DV1931;                    North         East     Units Scale Factor Converg.
 DV1931;SPC AZ C     -   273,413.635    85,928.190   MT  1.00010014   -0 45 21.1
 DV1931;SPC AZ C     -   897,026.36    281,916.63   iFT  1.00010014   -0 45 21.1
 DV1931;SPC AZ W     -   272,677.860   256,357.252   MT  0.99995612   +0 15 18.0
 DV1931;SPC AZ W     -   894,612.40    841,067.10   iFT  0.99995612   +0 15 18.0
 DV1931;UTM  12      - 3,704,433.752   287,403.155   MT  1.00015726   -1 15 41.8
 DV1931
 DV1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1931!SPC AZ C     -   0.99991992  x   1.00010014  =   1.00002005
 DV1931!SPC AZ W     -   0.99991992  x   0.99995612  =   0.99987604
 DV1931!UTM  12      -   0.99991992  x   1.00015726  =   1.00007716
 DV1931
 DV1931:                Primary Azimuth Mark                     Grid Az
 DV1931:SPC AZ C     -  COURT AZ MK                              060 56 17.4
 DV1931:SPC AZ W     -  COURT AZ MK                              059 55 38.3
 DV1931:UTM  12      -  COURT AZ MK                              061 26 38.1
 DV1931
 DV1931|---------------------------------------------------------------------|
 DV1931| PID    Reference Object                     Distance      Geod. Az  |
 DV1931|                                                           dddmmss.s |
 DV1931| CH2987 COURT AZ MK                                        0601056.3 |
 DV1931| CH2988 COURT RM 1                            8.786 METERS 08345     |
 DV1931| DV1929 EAGLE TAIL PEAK                     APPROX. 6.3 KM 1943826.7 |
 DV1931| CH2989 COURT RM 2                            6.168 METERS 26939     |
 DV1931| DV1932 COURTHOUSE MOUNTAIN                 APPROX. 6.8 KM 2753019.2 |
 DV1931|---------------------------------------------------------------------|
 DV1931
 DV1931                          SUPERSEDED SURVEY CONTROL
 DV1931
 DV1931  NAD 83(1986)-  33 27 29.78226(N)    113 17 14.90434(W) AD(       ) 1
 DV1931  NAD 27      -  33 27 29.64700(N)    113 17 12.21200(W) AD(       ) 1
 DV1931  NGVD 29 (07/19/86)  540.7    (m)         1774.     (f) VERT ANG    3  
 DV1931
 DV1931.Superseded values are not recommended for survey control.
 DV1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1931.See file dsdata.txt to determine how the superseded data were derived.
 DV1931
 DV1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8740304434(NAD 83)
 DV1931_MARKER: DS = TRIANGULATION STATION DISK
 DV1931_SETTING: 66 = SET IN ROCK OUTCROP
 DV1931
 DV1931  HISTORY     - Date     Condition        Report By
 DV1931  HISTORY     - 1948     MONUMENTED       CGS
 DV1931  HISTORY     - 1950     GOOD             CGS
 DV1931
 DV1931                          STATION DESCRIPTION
 DV1931
 DV1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1931'THE STATION IS LOCATED ABOUT 3.5 MILES AIRLINE EAST OF COURT
 DV1931'HOUSE PEAK, ON A HIGH BUTTE WHICH IS PROMINENT FROM ALL
 DV1931'OVER THE VALLEY, ON THE WEST SIDE OF CENTENNIAL WASH, ON THE
 DV1931'MOST NORTHEASTERLY BUTTE OF A GROUP OF HIGH BUTTES WHICH
 DV1931'EXTEND INTO THE VALLEY FROM THE NEEDLES.  THE STATION IS IN
 DV1931'THE CENTER OF THE BUTTE 8 FEET NORTH OF THE HIGHEST POINT, 4
 DV1931'FEET NORTH OF A 4 FOOT CAIRN, SET FLUSH, STAMPED, COURT 1948.
 DV1931'
 DV1931'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET LOWER THAN THE
 DV1931'STATION, 3 FEET WEST OF THE EAST RIM, SET FLUSH, STAMPED, COURT
 DV1931'NO 1 1948.
 DV1931'
 DV1931'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN
 DV1931'THE STATION, ON THE WEST RIM, PROJECTS 4 INCHES AND IS STAMPED,
 DV1931'COURT NO 2 1948.
 DV1931'
 DV1931'THE AZIMUTH MARK IS A U.S. GENERAL LAND OFFICE QUARTER SECTION
 DV1931'MARKER LOCATED ALONG THE ROAD TO STATION, 0.5 MILE EAST
 DV1931'OF NEW BLADED ROADWAY, 32 PACES NORTH OF TWO 10 INCH MESQUITE
 DV1931'TREES, 6 FEET SOUTH OF CENTER LINE OF TRACK ROAD, A 1 INCH
 DV1931'PIPE WITH CAP, PROJECTS 10 INCHES, AND IS STAMPED, S 34 S 3 1914.
 DV1931'
 DV1931'TO REACH FROM THE SHELL SERVICE STATION ON THE EAST EDGE
 DV1931'OF SALOME.  GO SOUTH EASTERLY ALONG THE BLADED ROAD TOWARD
 DV1931'HASSAYAMPA FOR 25.8 MILES TO A ROAD LEFT WHICH IS MARKED
 DV1931'BY AN OLD CAR DOOR--CONTINUE SOUTHEASTERLY ON MAIN ROAD FOR
 DV1931'2.05 MILES TO A DIM CROSSROAD.  TURN RIGHT (SOUTH) ON DIM
 DV1931'TRACK ROAD AND GO 1.35 MILE TO CROSSROAD.  CONTINUE STRAIGHT
 DV1931'AHEAD FOR 6.0 MILES TO A CROSSROAD.  TURN RIGHT (WEST) AND
 DV1931'GO 2.6 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.
 DV1931'CONTINUE FOR 0.5 MILE TO A NEW ROADWAY.  CROSS ROADWAY AND
 DV1931'FOLLOW DIM TRACKS (SOUTHWEST) FOR ABOUT 0.3 MILE TO BASE OF
 DV1931'BUTTE AND END OF TRUCK TRAVEL.  PACK SOUTHWEST TO THE
 DV1931'HIGHEST POINT AND STATION SITE.  A 20 MINUTE PACK.
 DV1931
 DV1931                          STATION RECOVERY (1950)
 DV1931
 DV1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1931'THE 1948 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--THE
 DV1931'FEATURE TERMED COURT HOUSE PEAK, A PROMINENT ROCK PROTRUSION
 DV1931'DETACHED FROM THE EAGLE TAIL MOUNTAINS, IS KNOWN AS COURT
 DV1931'HOUSE ROCK.  THAT FEATURE TERMED AS THE NEEDLES IS CORRECTLY
 DV1931'DESIGNATED AS EAGLE TAIL PEAK, LOCATED BY INTERSECTION IN 1910
 DV1931'BY J.S. HILL AS NEEDLES.
 DV1931'
 DV1931'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DV1931'THE G.L.O. MONUMENT, A QUARTER SECTION CORNER, S34-1/4 S3,
 DV1931'IS LOOSE IN THE GROUND, NOT ACCEPTABLE AS A DESIGNATED AZIMUTH
 DV1931'MARK.
 DV1931'
 DV1931'STATION REACHED FROM TONOPAH POST OFFICE BY GOING WEST 8
 DV1931'MILES TO JUNCTION OF ROAD WITH THE HASSAYAMPA-SALOME ROAD,
 DV1931'THENCE NORTHWESTERLY FOR 8.6 MILES TO WHERE AN OLD SECTION
 DV1931'LINE ROAD LEADS WEST, THENCE WESTWARD ON THE SECTION LINE
 DV1931'ROAD FOR 9.7 MILES WHEN ROAD ANGLES NORTHWEST FOR 0.8 MILE
 DV1931'TO RANCH BUILDINGS.  CONTINUE WEST BY PASSING TO THE NORTH
 DV1931'SIDE OF RANCH YARD, FOR 0.9 MILE TO A Y-INTERSECTION, TAKE
 DV1931'LEFT FORK SOUTH FOR 0.5 MILE, TURN RIGHT, WEST, FOR 0.7 MILE,
 DV1931'AND ROAD SWINGS RIGHT FOR 0.4 MILE TO AN INTERSECTION, TURN
 DV1931'LEFT, SOUTH, CONTINUE 1.2 MILE TO Y-INTERSECTION, TAKE RIGHT
 DV1931'FORK FOR 1.5 MILE TO AIRWAY BEACON.  GO WEST FOR 0.2 MILE
 DV1931'AND ONTO GAS PIPE LINE RIGHT-OF-WAY, FOLLOW IT
 DV1931'SOUTHEASTERLY ABOUT 8 MILES TO WHERE RIDGE OF HILLS EXTEND
 DV1931'INTO THE VALLEY FROM NEAR EAGLE TAIL PEAK.  THE STATION IS
 DV1931'ON THE MOST EASTERLY OF THESE HILLS, AND TRUCK CAN BE
 DV1931'DRIVEN ABOUT 0.3 MILE CROSS COUNTRY TO THE FOOT OF THE
 DV1931'STEEPER SLOPE, THENCE A 20 MINUTE PACK TO SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2067 ***********************************************************************
 DV2067  DESIGNATION -  COURT HOUSE
 DV2067  PID         -  DV2067
 DV2067  STATE/COUNTY-  AZ/MARICOPA
 DV2067  USGS QUAD   -  PHOENIX (1982)
 DV2067
 DV2067                         *CURRENT SURVEY CONTROL
 DV2067  ___________________________________________________________________
 DV2067* NAD 83(1992)-  33 26 51.78597(N)    112 04 32.75032(W)     ADJUSTED  
 DV2067* NAVD 88     -       366.41   (+/-2cm)    1202.1    (feet)  VERTCON   
 DV2067  ___________________________________________________________________
 DV2067  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DV2067  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV2067  HORZ ORDER  -  FIRST
 DV2067  VERT ORDER  -  THIRD ? (See Below)
 DV2067
 DV2067.The horizontal coordinates were established by classical geodetic methods
 DV2067.and adjusted by the National Geodetic Survey in August 1993.
 DV2067
 DV2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2067.The vertical order pertains to the NGVD 29 superseded value.
 DV2067
 DV2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2067
 DV2067.The geoid height was determined by GEOID03.
 DV2067
 DV2067;                    North         East     Units Scale Factor Converg.
 DV2067;SPC AZ C     -   271,413.641   198,568.864   MT  0.99990270   -0 05 15.7
 DV2067;SPC AZ C     -   890,464.70    651,472.65   iFT  0.99990270   -0 05 15.7
 DV2067;UTM  12      - 3,701,440.220   400,014.909   MT  0.99972325   -0 35 34.7
 DV2067
 DV2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2067!SPC AZ C     -   0.99994717  x   0.99990270  =   0.99984988
 DV2067!UTM  12      -   0.99994717  x   0.99972325  =   0.99967044
 DV2067
 DV2067:                Primary Azimuth Mark                     Grid Az
 DV2067:SPC AZ C     -  PHOENIX TV STA KPHO RELAY TWR            010 14 50.0
 DV2067:UTM  12      -  PHOENIX TV STA KPHO RELAY TWR            010 45 09.0
 DV2067
 DV2067|---------------------------------------------------------------------|
 DV2067| PID    Reference Object                     Distance      Geod. Az  |
 DV2067|                                                           dddmmss.s |
 DV2067| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 0.8 KM 0100934.3 |
 DV2067| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       276.321 METERS 03534     |
 DV2067| CH5019 COURT HOUSE RM 1                     10.485 METERS 09201     |
 DV2067| DU2187 RNG PHOENIX TX                      APPROX. 9.3 KM 0971116.1 |
 DV2067| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 5.8 KM 1033734.9 |
 DV2067| DV2070 PHOENIX RADIO STA KIFN TOWER        APPROX. 2.5 KM 1730629.5 |
 DV2067| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX.12.7 KM 1740335.5 |
 DV2067| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX.12.7 KM 1742142.2 |
 DV2067| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.12.7 KM 1750602.1 |
 DV2067| DV2072 PHOENIX SAFEWAY FOODS TANK          APPROX. 2.8 KM 2135032.2 |
 DV2067| DV2075 PHOENIX RADIO STA KRIZ MAST         APPROX. 3.5 KM 2480903.0 |
 DV2067| DV2101 PHOENIX RADIO STA KXIV MAST         APPROX. 5.1 KM 2533449.7 |
 DV2067| CH5018 COURT HOUSE RM 3 AZIMUTH                           2635846.6 |
 DV2067| DV2062 PHOENIX WESTERN COMPRESS TANK       APPROX. 4.0 KM 2643350.4 |
 DV2067| DV2074 PHOENIX ST CAPITAL BLDG DOME        APPROX. 2.0 KM 2711737.0 |
 DV2067| CH5021 COURT HOUSE RM 3                      8.534 METERS 27232     |
 DV2067| CH5020 COURT HOUSE RM 2                      9.371 METERS 31245     |
 DV2067|---------------------------------------------------------------------|
 DV2067
 DV2067                          SUPERSEDED SURVEY CONTROL
 DV2067
 DV2067  NAD 83(1986)-  33 26 51.78017(N)    112 04 32.75563(W) AD(       ) 1
 DV2067  NAD 27      -  33 26 51.62250(N)    112 04 30.22080(W) AD(       ) 1
 DV2067  NGVD 29 (07/19/86)  365.75   (m)         1200.0    (f) LEVELING    3  
 DV2067
 DV2067.Superseded values are not recommended for survey control.
 DV2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2067.See file dsdata.txt to determine how the superseded data were derived.
 DV2067
 DV2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0001501440(NAD 83)
 DV2067
 DV2067  HISTORY     - Date     Condition        Report By
 DV2067  HISTORY     - 1935     MONUMENTED       CGS
 DV2067  HISTORY     - 1936     GOOD             CGS
 DV2067  HISTORY     - 1941     SEE DESCRIPTION  CGS
 DV2067  HISTORY     - 1947     GOOD             CGS
 DV2067  HISTORY     - 1953     GOOD             CGS
 DV2067  HISTORY     - 1955     GOOD             AMS
 DV2067  HISTORY     - 1959     GOOD             CGS
 DV2067  HISTORY     - 1960     GOOD             AMS
 DV2067  HISTORY     - 1962     GOOD             CGS
 DV2067  HISTORY     - 1963     GOOD             CGS
 DV2067  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV2067
 DV2067                          STATION DESCRIPTION
 DV2067
 DV2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2067'IN PHOENIX, ON THE ROOF OF THE MARICOPA COUNTY COURTHOUSE,
 DV2067'AT SOUTH FIRST AVENUE AND WEST WASHINGTON STREET.  PERMISSION
 DV2067'TO VISIT THE STATION MUST BE OBTAINED FROM THE SHERIFFS
 DV2067'OFFICE WHERE THE KEY TO THE PENTHOUSE MAY BE SECURED.  THE
 DV2067'COUNTY JAIL IS ON THE TOP FLOOR.  STATION MARK AND REFERENCE
 DV2067'MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET IN THE
 DV2067'CEMENT ROOF OF THE BUILDING.  REFERENCE MARK NO. 1 IS 10.490
 DV2067'METERS (34.42 FEET) FROM STATION.
 DV2067'REFERENCE MARK NO. 2 IS 9.370 METERS (30.74 FEET) FROM
 DV2067'STATION.  THE AZIMUTH MARK
 DV2067'(REFERENCE MARK NO. 3) IS A STANDARD BRONZE DISK SET IN THE
 DV2067'SOUTHWEST CURB AT WEST JEFFERSON AND SOUTH EIGHTH STREETS.
 DV2067
 DV2067                          STATION RECOVERY (1941)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LAM)
 DV2067'STATION NOT VISITED, BUT FOLLOWING ADDITIONAL INFORMATION
 DV2067'IS SUBMITTED--BUILDING IS AT SOUTHWEST CORNER OF SOUTH FIRST
 DV2067'AVENUE AND WEST WASHINGTON STREET.  THE AZIMUTH MARK (REF 3)
 DV2067'IS AT SOUTHWEST CORNER OF SOUTH EIGHTH AVENUE AND WEST JEFFERSON
 DV2067'STREET.  IT IS ABOUT 15 FEET WEST OF WEST CURB OF SOUTH
 DV2067'EIGHTH AVENUE, IN SOUTH CURB OF WEST JEFFERSON STREET.  THE
 DV2067'DISK IS STAMPED COURTHOUSE NO 3 AZIMUTH 1935.
 DV2067'
 DV2067'STAMPING OF NAME ON DISK APPEARS TO BE IN ONE WORD.  CITY
 DV2067'ENGINEER OF PHOENIX MIGHT BE WILLING TO CHECK STAMPING ON
 DV2067'STATION DISK AND REFS 1 AND 2.
 DV2067'SOUTH EIGHTH IS AVENUE, NOT STREET.
 DV2067
 DV2067                          STATION RECOVERY (1947)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2067'THE STATION AND ALL REFERENCE MARKS WAS FOUND IN GOOD CONDITION
 DV2067'AS DESCRIBED WITH THE EXCEPTION OF THE DESCRIPTION OF THE
 DV2067'AZIMUTH MARK WHICH IS LOCATED AT THE INTERSECTION OF JEFFERSON
 DV2067'STREET AND 8TH AVENUE INSTEAD OF JEFFERSON AND 8TH STREET
 DV2067'AS MENTIONED IN ORIGINAL DESCRIPTION, DISTANCES AND DIRECTIONS
 DV2067'LISTED BELOW.
 DV2067'
 DV2067'THE STATION MARK A BRONZE DISK IS LOCATED ON THE TOP OF THE
 DV2067'MARICOPA COUNTY, COURT HOUSE, 4 FEET SOUTH OF A RAISED SECTION
 DV2067'OF ROOF, 6 FEET WEST-NORTHWEST OF A VENTILATOR, SET FLUSH
 DV2067'IN CONCRETE ROOF AND IS STAMPED COURTHOUSE 1935.
 DV2067'
 DV2067'REFERENCE MARK NO. 1 IS 9 FEET WEST-NORTHWEST OF THE SOUTHEAST
 DV2067'CORNER OF ROOF, 2 FEET NORTH OF THE SOUTH EDGE OF ROOF, A BRONZE
 DV2067'DISK SET FLUSH IN CONCRETE ROOF AND STAMPED COURTHOUSE NO 1
 DV2067'1935.
 DV2067'
 DV2067'REFERENCE MARK NO. 2 IS 7 FEET EAST-SOUTHEAST OF THE NORTHWEST
 DV2067'CORNER OF ROOF, 14 INCHES EAST-NORTHEAST OF A PIPE STICKING
 DV2067'UP FROM ROOF, A BRONZE DISK SET FLUSH IN CONCRETE ROOF AND
 DV2067'STAMPED COURTHOUSE NO 2 1935.
 DV2067'
 DV2067'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK SET IN CURB
 DV2067'OF THE SOUTHWEST CORNER OF WEST JEFFERSON AND 8TH AVENUE
 DV2067'IN PHOENIX, 7 FEET WEST-NORTHWEST OF A TELEPHONE POLE, SET
 DV2067'FLUSH IN CONCRETE CURB AND STAMPED--COURTHOUSE NO 3 AZIMUTH
 DV2067'1935.
 DV2067'
 DV2067'OBSERVATIONS MADE FROM A 1.26 M TRIPOD.
 DV2067
 DV2067                          STATION RECOVERY (1953)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2067'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2067'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 DV2067'WERE NOT CHECKED.  THE DESCRIPTION IS ADEQUATE.
 DV2067
 DV2067                          STATION RECOVERY (1955)
 DV2067
 DV2067'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DV2067'REFERENCE MARKS 1 AND 2 FOUND.
 DV2067'
 DV2067'AZIMUTH MARK FOUND.
 DV2067'
 DV2067'THE STATION IS SET FLUSH IN THE ROOF OF THE CITY HALL IN
 DV2067'DOWNTOWN PHOENIX, STAMPED COURT HOUSE 1935.  IT IS LOCATED
 DV2067'ON TOP OF THE CITY HALL WHICH IS IN THE SW CORNER OF THE
 DV2067'INTERSECTION OF FIRST AVENUE AND WASHINGTON STREET, 30 FEET
 DV2067'E OF W EDGE OF ROOF.  44 FEET W OF E EDGE OF ROOF.  23 FEET
 DV2067'S OF N EDGE OF ROOF.  11 FEET N OF S EDGE OF ROOF.  8 FEET
 DV2067'NE OF CORNER ON ROOF.  22 FEET WNW OF CORNER ON ROOF.  10
 DV2067'FEET SSW OF SMALL RADIO ANTENNA.  8 FEET WNW OF CENTER OF
 DV2067'AN AIR VENT.  STATIONS SALT, TELEGRAPH, RIVER, BELLE BUTTE,
 DV2067'TEMPE BUTTE, BARNES BUTTE, CAMELSBACK 2, ARE ALL VISIBLE
 DV2067'FROM THIS STATION.  PARTLY BLOCKED NNE, NE, ESE.
 DV2067'
 DV2067'NOTE--SEE CUSTODIAN IN ENGINE ROOM FOR PERMISSION AND KEYS
 DV2067'TO PENTHOUSE.  STAMPING ON STATION INDICATES TWO SEPARATE
 DV2067'WORDS.
 DV2067
 DV2067                          STATION RECOVERY (1959)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV2067'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 DV2067'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DV2067'
 DV2067'R.M. 2 IS NOW OBSTRUCTED BY A SMALL METAL BUILDING THAT
 DV2067'HOUSES SOME RADIO EQUIPMENT.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 DV2067'BY SOME NEW CONSTRUCTION ON JEFFERSON ST. THE PHOENIX, SKY
 DV2067'HARBOR AIRPORT CONTROL TOWER CAN BE USED AS AN AZIMUTH.  (SEE
 DV2067'DESCRIPTION THEREOF)
 DV2067
 DV2067                          STATION RECOVERY (1960)
 DV2067
 DV2067'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2067'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK
 DV2067'WERE RECOVERED IN GOOD CONDITION.
 DV2067
 DV2067                          STATION RECOVERY (1962)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2067'THE STATION, AZIMUTH AND REFERENCE MARK NUMBER 1 WERE RECOVERED
 DV2067'AS DESCRIBED IN THE 1935 DESCRIPTION.  REFERENCE MARK NUMBER
 DV2067'2 IS BENEATH THE WALL OF A SMALL ALUMINUM BUILDING.  A NEW
 DV2067'REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  THE DISTANCE TO
 DV2067'REFERENCE MARK 1 CHECKED, BUT A SLIGHT DIFFERENCE WAS FOUND
 DV2067'IN THE DIRECTION (MARK IS PARTIALLY OBSTRUCTED BY A SMALL
 DV2067'RADIO TOWER).
 DV2067'
 DV2067'A NEW DESCRIPTION FOLLOWS.
 DV2067'
 DV2067'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN
 DV2067'A DRILL HOLE IN TOP OF THE COURT HOUSE ROOF AND IS STAMPED
 DV2067'COURT HOUSE 1935.  THE MARK IS 11.3 FEET NORTH OF THE SOUTH
 DV2067'EDGE OF ROOF, 44 FEET WEST OF THE SOUTHEAST CORNER OF ROOF,
 DV2067'30 FEET EAST OF THE WEST EDGE OF ROOF AND 16.5 FEET
 DV2067'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL ALUMINUM
 DV2067'BUILDING.
 DV2067'
 DV2067'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV2067'HOLE IN ROOF AND IS STAMPED COURT HOUSE NO 1 1935.  THE MARK
 DV2067'IS 9.6 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF ROOF,
 DV2067'6.3 FEET EAST-SOUTHEAST OF A 4 INCH DRAIN AND 2.6 FEET NORTH
 DV2067'OF THE SOUTH EDGE OF ROOF.
 DV2067'
 DV2067'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN A DRILL
 DV2067'HOLE IN ROOF AND IS STAMPED COURT HOUSE NO 3 1935.  THE
 DV2067'MARK IS 5.3 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 DV2067'OF ROOF, 1.9 FEET EAST OF THE WEST EDGE OF ROOF AND 1 FOOT
 DV2067'SOUTH OF THE SOUTH EDGE OF A SMALL ALUMINUM BUILDING.
 DV2067'
 DV2067'AZIMUTH MARK, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2067'IN THE CONCRETE CURB OF STREET IN THE SOUTHWEST ANGLE OF WEST
 DV2067'JEFFERSON STREET AND SOUTH 8TH. AVENUE.  THE MARK IS 24
 DV2067'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SALVATION ARMY
 DV2067'BUILDING AND 18 FEET EAST OF A FIRE HYDRANT.  THE DISK IS
 DV2067'STAMPED COURT HOUSE NO 3 AZIMUTH 1935.
 DV2067'
 DV2067'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DV2067
 DV2067                          STATION RECOVERY (1963)
 DV2067
 DV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2067'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION,
 DV2067'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DV2067'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 DV2067'THE DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK WAS NOT
 DV2067'CHECKED AT THIS DATE.
 DV2067
 DV2067                          STATION RECOVERY (2007)
 DV2067
 DV2067'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2067'THE ROOF OF THE COURTHOUSE HAS BEEN OVERLAID WITH ADDITIONAL ROOFING
 DV2067'MATERIALS. THE MARK IS LIKELY STILL PRESENT, BUT IS NOT VISIBLE
 DV2067'WITHOUT DAMAGING THE ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1932 ***********************************************************************
 DV1932  DESIGNATION -  COURTHOUSE MOUNTAIN
 DV1932  PID         -  DV1932
 DV1932  STATE/COUNTY-  AZ/LA PAZ
 DV1932  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 DV1932
 DV1932                         *CURRENT SURVEY CONTROL
 DV1932  ___________________________________________________________________
 DV1932* NAD 83(1992)-  33 27 50.85169(N)    113 21 36.56007(W)     ADJUSTED  
 DV1932* NAVD 88     -              **(meters)            **(feet)            
 DV1932  ___________________________________________________________________
 DV1932  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DV1932  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1932  HORZ ORDER  -  THIRD
 DV1932
 DV1932.The horizontal coordinates were established by classical geodetic methods
 DV1932.and adjusted by the National Geodetic Survey in August 1993.
 DV1932
 DV1932
 DV1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1932
 DV1932.The geoid height was determined by GEOID03.
 DV1932
 DV1932;                    North         East     Units Scale Factor Converg.
 DV1932;SPC AZ W     -   273,298.988   249,597.966   MT  0.99994952   +0 12 53.9
 DV1932;SPC AZ W     -   896,650.22    818,890.96   iFT  0.99994952   +0 12 53.9
 DV1932;SPC AZ C     -   274,154.043    79,179.847   MT  1.00012190   -0 47 45.9
 DV1932;SPC AZ C     -   899,455.52    259,776.40   iFT  1.00012190   -0 47 45.9
 DV1932;UTM  12      - 3,705,233.756   280,661.179   MT  1.00019317   -1 18 07.0
 DV1932
 DV1932                          SUPERSEDED SURVEY CONTROL
 DV1932
 DV1932  NAD 83(1986)-  33 27 50.84311(N)    113 21 36.56468(W) AD(       ) 4
 DV1932  NAD 27      -  33 27 50.70800(N)    113 21 33.82200(W) AD(       ) 3
 DV1932
 DV1932.Superseded values are not recommended for survey control.
 DV1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1932.See file dsdata.txt to determine how the superseded data were derived.
 DV1932
 DV1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8066105234(NAD 83)
 DV1932_MARKER: 72 = CAIRN
 DV1932
 DV1932  HISTORY     - Date     Condition        Report By
 DV1932  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1932
 DV1932                          STATION DESCRIPTION
 DV1932
 DV1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1932'COURT HOUSE MOUNTAIN IS ABOUT 26 MILES SOUTHEAST OF SALOME.
 DV1932'IT IS A LARGE, ISOLATED, PROMINENT BUTTE WITH A CAIRN ON THE
 DV1932'HIGHEST PEAK.  IT ROUGHLY RESEMBLES A LARGE BUILDING. IT
 DV1932'IS IN THE EAGLE TAIL MOUNTAINS NORTHWEST FROM EAGLE TAIL
 DV1932'PEAK.  THE CAIRN WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1475 ***********************************************************************
 DA1475  DESIGNATION -  COVERED
 DA1475  PID         -  DA1475
 DA1475  STATE/COUNTY-  AZ/PIMA
 DA1475  USGS QUAD   -  MAISH VAYA (1990)
 DA1475
 DA1475                         *CURRENT SURVEY CONTROL
 DA1475  ___________________________________________________________________
 DA1475* NAD 83(1992)-  32 10 01.01687(N)    112 07 36.64750(W)     ADJUSTED  
 DA1475* NAVD 88     -       769.2    (meters)    2524.     (feet)  VERTCON   
 DA1475  ___________________________________________________________________
 DA1475  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DA1475  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA1475  HORZ ORDER  -  SECOND
 DA1475
 DA1475.The horizontal coordinates were established by classical geodetic methods
 DA1475.and adjusted by the National Geodetic Survey in August 1993.
 DA1475
 DA1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1475
 DA1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1475
 DA1475.The geoid height was determined by GEOID03.
 DA1475
 DA1475;                    North         East     Units Scale Factor Converg.
 DA1475;SPC AZ C     -   129,397.229   193,537.479   MT  0.99990484   -0 06 42.8
 DA1475;SPC AZ C     -   424,531.59    634,965.48   iFT  0.99990484   -0 06 42.8
 DA1475;UTM  12      - 3,559,497.263   393,753.645   MT  0.99973921   -0 35 59.9
 DA1475
 DA1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1475!SPC AZ C     -   0.99988407  x   0.99990484  =   0.99978892
 DA1475!UTM  12      -   0.99988407  x   0.99973921  =   0.99962331
 DA1475
 DA1475|---------------------------------------------------------------------|
 DA1475| PID    Reference Object                     Distance      Geod. Az  |
 DA1475|                                                           dddmmss.s |
 DA1475| CH5023 COVERED RM 1                         18.129 METERS 08714     |
 DA1475| DA0216 P 37                                 42.255 METERS 15552     |
 DA1475| CH5024 COVERED WELLS CATH CH CROSS                        1771504.4 |
 DA1475| CH5022 COVERED AZ MK                                      3043257.2 |
 DA1475| DA1474 BROWNELL                            APPROX. 4.6 KM 3333859.9 |
 DA1475|---------------------------------------------------------------------|
 DA1475
 DA1475                          SUPERSEDED SURVEY CONTROL
 DA1475
 DA1475  NAD 83(1986)-  32 10 01.00984(N)    112 07 36.64892(W) AD(       ) 2
 DA1475  NAD 27      -  32 10 00.75091(N)    112 07 34.15818(W) AD(       ) 2
 DA1475  NGVD 29 (07/19/86)  768.5    (m)         2521.     (f) VERT ANG    3  
 DA1475
 DA1475.Superseded values are not recommended for survey control.
 DA1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1475.See file dsdata.txt to determine how the superseded data were derived.
 DA1475
 DA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA9375459497(NAD 83)
 DA1475_MARKER: DS = TRIANGULATION STATION DISK
 DA1475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1475
 DA1475  HISTORY     - Date     Condition        Report By
 DA1475  HISTORY     - 1936     MONUMENTED       CGS
 DA1475  HISTORY     - 1967     GOOD             CGS
 DA1475  HISTORY     - 1971     GOOD             NGS
 DA1475  HISTORY     - 1972     GOOD             NGS
 DA1475  HISTORY     - 1979     SEE DESCRIPTION  AZDT
 DA1475  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA1475  HISTORY     - 20011116 GOOD             INDIV
 DA1475
 DA1475                          STATION DESCRIPTION
 DA1475
 DA1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1475'IN THE INDIAN VILLAGE OF COVERED WELLS, WHICH IS ABOUT 13 MILES
 DA1475'SOUTHWEST OF SANTA ROSA AND ABOUT 25 MILES NORTHWEST OF SELLS, ON
 DA1475'THE HIGHEST PART OF A HILL ABOUT 0.2 MILE NORTH OF THE SCHOOL
 DA1475'BUILDINGS AND 50 FEET NORTH OF THE SELLS HIGHWAY.  MARK IS A
 DA1475'STANDARD DISK WELDED TO A 1-INCH ROUND PIPE PLACED IN AN
 DA1475'8-BY-8-INCH HOLE, 2-1/2 FEET DEEP FILLED WITH CONCRETE.  DISK
 DA1475'STANDS 10 INCHES ABOVE GROUND.  REFERENCE MARK NO. 1 IS SAME
 DA1475'TYPE OF MARK WITH ARROW POINTING TO STATION AND 18.124 METERS
 DA1475'(59.46 FEET) FROM STATION.
 DA1475'REFERENCE MARK NO. 2 IS A STANDARD U.S. COAST AND GEODETIC
 DA1475'SURVEY LEVEL BENCH MARK DISK PLACED ON TOP OF CONCRETE POST,
 DA1475'STAMPED P 37 1933, ON SOUTH SIDE OF COVERED WELLS-SELLS HIGHWAY
 DA1475'AND 42.230 METERS (138.55 FEET) FROM STATION S 24
 DA1475'DEG 08 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1475'IS AT THE JUNCTION OF TWO HIGHWAYS.  33 FEET WEST OF CENTER LINE
 DA1475'OF SANTA ROSA-SELLS ROAD.  130 FEET NORTH OF COVERED WELLS-SELLS
 DA1475'ROAD AND 0.2 MILE FROM STATION N 55 DEG 27 MIN W.
 DA1475
 DA1475                          STATION RECOVERY (1967)
 DA1475
 DA1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1475'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 DA1475'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DA1475'AZIMUTH MARK WAS NOT LOCATED AT THIS DATE DUE TO ROAD CHANGE.  A
 DA1475'NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1475'
 DA1475'TO REACH THE STATION FROM THE TRADING POST AT QUIJOTOA, GO WEST
 DA1475'ON STATE HIGHWAY 86 FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 DA1475'IT IS ABOUT 65 FEET NORTH OF STATE HIGHWAY 86.
 DA1475'
 DA1475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--40.0 MILES
 DA1475'EAST-SOUTHEAST OF AJO, 1.0 MILE WEST OF QUIJOTOA AND 0.2 MILE
 DA1475'NORTH OF THE COVERED WELLS SCHOOL.
 DA1475
 DA1475                          STATION RECOVERY (1971)
 DA1475
 DA1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DA1475'THE STATION MARK, REFERENCE MARK 1 AND BM P 37 1933 WERE
 DA1475'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD
 DA1475'NOT BE RECOVERED AND THE CROSS ON THE CATHOLIC CHURCH WAS
 DA1475'INTERSECTED TO SERVE AS AN AZIMUTH MARK.  THE BOTTOM CENTER OF
 DA1475'THE CROSS WAS USED.
 DA1475'
 DA1475'THE STATION MARK IS A STANDARD DISK STAMPED, COVERED 1936.  IT
 DA1475'IS SET ON TOP OF A BRASS ROD WHICH PROJECTS 5 INCHES FROM
 DA1475'A CONCRETE BASE.  THE MARK IS 39 FEET NORTH OF THE HIGHWAY
 DA1475'AND 48 FEET SOUTH OF A WITNESS SIGN ON THE RIGHT OF WAY FENCE
 DA1475'LINE.
 DA1475'
 DA1475'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COVERED NO 1
 DA1475'1936.  IT IS SET ON TOP OF A BRASS ROD WHICH PROJECTS 6 INCHES
 DA1475'FROM A CONCRETE BASE.  THE MARK IS 67 FEET NORTH OF THE CENTER
 DA1475'LINE OF THE HIGHWAY AND 18 FEET SOUTH OF THE RIGHT OF WAY
 DA1475'FENCELINE.
 DA1475'
 DA1475'BM P 37 1933 IS A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 DA1475'SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 DA1475'1-1/2 FEET.  THE MARK IS 42 FEET SOUTH OF THE CENTER LINE OF
 DA1475'THE HIGHWAY AND 21 FEET NORTH OF A WITNESS SIGN ON THE RIGHT
 DA1475'OF WAY FENCE.
 DA1475'
 DA1475'AZIMUTH MARK, THE BOTTOM CENTER OF THE WHITE CROSS ON TOP OF THE
 DA1475'CATHOLIC CHURCH WHICH IS 0.2 MILE SOUTH WAS ESTABLISHED.
 DA1475'
 DA1475'TO REACH THE STATION FROM QUIJOTA POST GO WEST ALONG ARIZONA
 DA1475'HIGHWAY 86 FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 DA1475'
 DA1475'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1475'
 DA1475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COVERED WELLS
 DA1475
 DA1475                          STATION RECOVERY (1972)
 DA1475
 DA1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JHW)
 DA1475'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1475'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1475'THE DESCRIPTION IS ADEQUATE.
 DA1475
 DA1475                          STATION RECOVERY (1979)
 DA1475
 DA1475'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1475'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DA1475'DESCRIBED.
 DA1475
 DA1475                          STATION RECOVERY (1999)
 DA1475
 DA1475'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1475'MARK NOT FOUND.
 DA1475
 DA1475                          STATION RECOVERY (2001)
 DA1475
 DA1475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BS)
 DA1475'STATION, RM 1, AND RM 2 WERE RECOVERED. AZIMUTH MARK NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0643 ***********************************************************************
 GP0643  DESIGNATION -  COW
 GP0643  PID         -  GP0643
 GP0643  STATE/COUNTY-  AZ/COCONINO
 GP0643  USGS QUAD   -  COW SPRINGS (1970)
 GP0643
 GP0643                         *CURRENT SURVEY CONTROL
 GP0643  ___________________________________________________________________
 GP0643* NAD 83(1992)-  36 22 59.99384(N)    110 49 17.31901(W)     ADJUSTED  
 GP0643* NAVD 88     -      2089.8    (meters)    6856.     (feet)  VERTCON   
 GP0643  ___________________________________________________________________
 GP0643  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 GP0643  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 GP0643  HORZ ORDER  -  SECOND
 GP0643
 GP0643.The horizontal coordinates were established by classical geodetic methods
 GP0643.and adjusted by the National Geodetic Survey in August 1993.
 GP0643
 GP0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0643
 GP0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0643
 GP0643.The geoid height was determined by GEOID03.
 GP0643
 GP0643;                    North         East     Units Scale Factor Converg.
 GP0643;SPC AZ C     -   597,601.185   311,618.161   MT  1.00001892   +0 38 58.9
 GP0643;SPC AZ C     - 1,960,633.81  1,022,369.29   iFT  1.00001892   +0 38 58.9
 GP0643;SPC AZ E     -   597,243.232   154,612.381   MT  0.99994251   -0 23 18.4
 GP0643;SPC AZ E     - 1,959,459.42    507,258.47   iFT  0.99994251   -0 23 18.4
 GP0643;UTM  12      - 4,026,481.694   516,011.589   MT  0.99960316   +0 06 21.2
 GP0643
 GP0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0643!SPC AZ C     -   0.99967553  x   1.00001892  =   0.99969444
 GP0643!SPC AZ E     -   0.99967553  x   0.99994251  =   0.99961806
 GP0643!UTM  12      -   0.99967553  x   0.99960316  =   0.99927882
 GP0643
 GP0643:                Primary Azimuth Mark                     Grid Az
 GP0643:SPC AZ C     -  SHONTO WATER TANK                        030 42 01.4
 GP0643:SPC AZ E     -  SHONTO WATER TANK                        031 44 18.7
 GP0643:UTM  12      -  SHONTO WATER TANK                        031 14 39.1
 GP0643
 GP0643|---------------------------------------------------------------------|
 GP0643| PID    Reference Object                     Distance      Geod. Az  |
 GP0643|                                                           dddmmss.s |
 GP0643| GP0654 SHONTO WATER TANK                   APPROX.28.1 KM 0312100.3 |
 GP0643| CD3307 COW RM 1                              5.123 METERS 16929     |
 GP0643| GP0645 TONALEA WATER TANK                  APPROX.13.3 KM 2400620.8 |
 GP0643| GP0584 WILDCAT                             APPROX.19.6 KM 2673058.6 |
 GP0643| CD3308 COW RM 2                              9.903 METERS 27135     |
 GP0643|---------------------------------------------------------------------|
 GP0643
 GP0643                          SUPERSEDED SURVEY CONTROL
 GP0643
 GP0643  NAD 83(1986)-  36 22 59.99402(N)    110 49 17.31686(W) AD(       ) 2
 GP0643  NAD 27      -  36 23 00.01665(N)    110 49 14.80110(W) AD(       ) 2
 GP0643  NGVD 29 (07/19/86) 2088.8    (m)         6853.     (f) VERT ANG    3  
 GP0643
 GP0643.Superseded values are not recommended for survey control.
 GP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0643.See file dsdata.txt to determine how the superseded data were derived.
 GP0643
 GP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1601226482(NAD 83)
 GP0643_MARKER: DD = SURVEY DISK
 GP0643_SETTING: 66 = SET IN ROCK OUTCROP
 GP0643
 GP0643  HISTORY     - Date     Condition        Report By
 GP0643  HISTORY     - 1970     MONUMENTED       USGS
 GP0643
 GP0643                          STATION DESCRIPTION
 GP0643
 GP0643'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0643'RM 1, TO RM 2, NOT MEASURED.
 GP0643'
 GP0643'INSTRUMENT STAND 5.0 FT ABOVE STATION MARK.
 GP0643'
 GP0643'LOCATED ABOUT 29 MI NE. OF TUBA CITY.  ABOUT 2 MI S. OF COW SPRINGS
 GP0643'TRADING POST.  ON A PROMINENT FLAT TOP AT THE W. RIM OF BLACK MESA.
 GP0643'
 GP0643'TO REACH FROM TONALEA POST OFFICE DRIVE N. ON U. S. 164 FOR ABOUT
 GP0643'9.6 MI TO COW SPRINGS TRADING POST.  TURN RIGHT AT N. SIDE OF
 GP0643'TRADING POST AND WORK WAY ON TRACK RDN.  TOWARD PROMINENT FLAT TOP
 GP0643'TO SE. FOR ABOUT 1.6 MI TO BASE OF BLACK MESA AND END OF TRUCK
 GP0643'TRAVEL.  PACK UP RIM OF MESA ON ONE OF MANY SHEEP TRAILS TO HIGHEST
 GP0643'POINT AT THE W.  EDGE AND NEAR THE CENTER OF SMALL FLAT TOP AND
 GP0643'STATION.  ABOUT A 35 MINUTE PACK.
 GP0643'
 GP0643'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED COW 1970 CEMENTED
 GP0643'INTO A DRILL HOLE IN ROCK OUTCROP.
 GP0643'
 GP0643'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0643'CEMENTED INTO ROCK OUTCROP.
 GP0643'
 GP0643'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0643'CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5768 ***********************************************************************
 DH5768  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5768  DESIGNATION -  COWBOYS
 DH5768  PID         -  DH5768
 DH5768  STATE/COUNTY-  AZ/COCHISE
 DH5768  USGS QUAD   -  WILLCOX NORTH (1985)
 DH5768
 DH5768                         *CURRENT SURVEY CONTROL
 DH5768  ___________________________________________________________________
 DH5768* NAD 83(2007)-  32 15 19.18259(N)    109 50 29.36653(W)     ADJUSTED  
 DH5768* NAVD 88     -      1271.68   (meters)    4172.2    (feet)  GPS OBS   
 DH5768  ___________________________________________________________________
 DH5768  EPOCH DATE  -        2007.00
 DH5768  X           -  -1,832,881.703 (meters)                     COMP
 DH5768  Y           -  -5,079,480.621 (meters)                     COMP
 DH5768  Z           -   3,385,073.032 (meters)                     COMP
 DH5768  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 DH5768  ELLIP HEIGHT-        1244.552 (meters)          (02/10/07) ADJUSTED
 DH5768  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DH5768
 DH5768  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5768  Type    PID    Designation                      North   East  Ellip
 DH5768  -------------------------------------------------------------------
 DH5768  NETWORK DH5768 COWBOYS                           0.76   0.63   2.31
 DH5768  -------------------------------------------------------------------
 DH5768
 DH5768.The horizontal coordinates were established by GPS observations
 DH5768.and adjusted by the National Geodetic Survey in February 2007.
 DH5768
 DH5768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5768.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5768.The horizontal coordinates are valid at the epoch date displayed above.
 DH5768.The epoch date for horizontal control is a decimal equivalence
 DH5768.of Year/Month/Day.
 DH5768
 DH5768.The orthometric height was determined by GPS observations and a
 DH5768.high-resolution geoid model.
 DH5768.The orthometric height was determined by GPS observations and a
 DH5768.high-resolution geoid model using precise GPS observation and
 DH5768.processing techniques.
 DH5768
 DH5768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5768
 DH5768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5768
 DH5768.The ellipsoidal height was determined by GPS observations
 DH5768.and is referenced to NAD 83.
 DH5768
 DH5768.The geoid height was determined by GEOID03.
 DH5768
 DH5768;                    North         East     Units Scale Factor Converg.
 DH5768;SPC AZ E     -   139,223.726   243,998.451   MT  0.99991157   +0 10 24.8
 DH5768;SPC AZ E     -   456,770.75    800,519.85   iFT  0.99991157   +0 10 24.8
 DH5768;UTM  12      - 3,569,326.351   609,126.290   MT  0.99974685   +0 37 06.1
 DH5768
 DH5768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5768!SPC AZ E     -   0.99980463  x   0.99991157  =   0.99971621
 DH5768!UTM  12      -   0.99980463  x   0.99974685  =   0.99955153
 DH5768
 DH5768                          SUPERSEDED SURVEY CONTROL
 DH5768
 DH5768  NAD 83(1992)-  32 15 19.18219(N)    109 50 29.36562(W) AD(       ) B
 DH5768  ELLIP H (08/22/05) 1244.572  (m)                       GP(       ) 4 2
 DH5768
 DH5768.Superseded values are not recommended for survey control.
 DH5768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5768.See file dsdata.txt to determine how the superseded data were derived.
 DH5768
 DH5768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0912669326(NAD 83)
 DH5768_MARKER: DD = SURVEY DISK
 DH5768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5768_STAMPING: COWBOYS 2004
 DH5768_MARK LOGO: AZ-003
 DH5768_PROJECTION: FLUSH
 DH5768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5768+STABILITY: SURFACE MOTION
 DH5768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5768+SATELLITE: SATELLITE OBSERVATIONS - November , 2004
 DH5768
 DH5768  HISTORY     - Date     Condition        Report By
 DH5768  HISTORY     - 200411   MONUMENTED       AZ-003
 DH5768
 DH5768                          STATION DESCRIPTION
 DH5768
 DH5768'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5768'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5768'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL NORTHWEST ON HIGHWAY 186 (WHICH
 DH5768'BECOMES MALEY ST.) FOR 0.65 MILES TO BISBEE AV. GO RIGHT ON BISBEE AV.
 DH5768'AND HEAD NORTH FOR 0.06 MILES TO THE WILLCOX HIGH SCHOOL. THE STATION
 DH5768'IS LOCATED ON THE NE SIDE OF THE FOOTBALL FIELD AND APPROX. 50 FEET NE
 DH5768'OF THE SNACK BAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1145 ***********************************************************************
 CG1145  DESIGNATION -  COWLIC
 CG1145  PID         -  CG1145
 CG1145  STATE/COUNTY-  AZ/PIMA
 CG1145  USGS QUAD   -  COWLIC (1984)
 CG1145
 CG1145                         *CURRENT SURVEY CONTROL
 CG1145  ___________________________________________________________________
 CG1145* NAD 83(1992)-  31 48 25.30075(N)    111 59 17.06126(W)     ADJUSTED  
 CG1145* NAVD 88     -       640.19   (+/-2cm)    2100.4    (feet)  VERTCON   
 CG1145  ___________________________________________________________________
 CG1145  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CG1145  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CG1145  HORZ ORDER  -  SECOND
 CG1145  VERT ORDER  -  THIRD ? (See Below)
 CG1145
 CG1145.The horizontal coordinates were established by classical geodetic methods
 CG1145.and adjusted by the National Geodetic Survey in August 1993.
 CG1145
 CG1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1145.The vertical order pertains to the NGVD 29 superseded value.
 CG1145
 CG1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1145
 CG1145.The geoid height was determined by GEOID03.
 CG1145
 CG1145;                    North         East     Units Scale Factor Converg.
 CG1145;SPC AZ C     -    89,473.658   206,599.214   MT  0.99990056   -0 02 15.5
 CG1145;SPC AZ C     -   293,548.75    677,818.94   iFT  0.99990056   -0 02 15.5
 CG1145;UTM  12      - 3,519,471.591   406,474.250   MT  0.99970788   -0 31 14.9
 CG1145
 CG1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1145!SPC AZ C     -   0.99990437  x   0.99990056  =   0.99980494
 CG1145!UTM  12      -   0.99990437  x   0.99970788  =   0.99961227
 CG1145
 CG1145|---------------------------------------------------------------------|
 CG1145| PID    Reference Object                     Distance      Geod. Az  |
 CG1145|                                                           dddmmss.s |
 CG1145| CH5025 COWLIC RM 1                          22.364 METERS 00057     |
 CG1145| CH5027 COWLIC RM 3 AZIMUTH                                0763542.9 |
 CG1145| CH5026 COWLIC RM 2                          21.128 METERS 08841     |
 CG1145| CG1144 ALVAREZ                             APPROX. 6.1 KM 1883239.7 |
 CG1145|---------------------------------------------------------------------|
 CG1145
 CG1145                          SUPERSEDED SURVEY CONTROL
 CG1145
 CG1145  NAD 83(1986)-  31 48 25.29321(N)    111 59 17.06091(W) AD(       ) 2
 CG1145  NAD 27      -  31 48 25.00600(N)    111 59 14.61500(W) AD(       ) 2
 CG1145  NGVD 29 (07/19/86)  639.50   (m)         2098.1    (f) LEVELING    3  
 CG1145
 CG1145.Superseded values are not recommended for survey control.
 CG1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1145.See file dsdata.txt to determine how the superseded data were derived.
 CG1145
 CG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0647419472(NAD 83)
 CG1145_MARKER: DS = TRIANGULATION STATION DISK
 CG1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1145
 CG1145  HISTORY     - Date     Condition        Report By
 CG1145  HISTORY     - 1935     MONUMENTED       CGS
 CG1145  HISTORY     - 1958     GOOD             AMS
 CG1145  HISTORY     - 1967     GOOD             CGS
 CG1145
 CG1145                          STATION DESCRIPTION
 CG1145
 CG1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1145'IN THE INDIAN VILLAGE OF COWLIC (PAPAGO INDIAN RESERVATION), ABOUT
 CG1145'6 FEET SOUTH OF THE FENCE LINE SURROUNDING THE MISSION BUILDINGS,
 CG1145'AND ABOUT 35 FEET SOUTH AND WEST OF THE SOUTHWEST CORNER OF THE
 CG1145'MISSION.  MARKED BY STANDARD BRONZE DISKS.
 CG1145'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1145'DISK, IS 22.364 METERS (73.37 FEET) FROM STATION
 CG1145'N 00 DEG 57 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CG1145'BRONZE REFERENCE DISK, IS 21.128 METERS (69.32 FEET)
 CG1145'FROM STATION N 88 DEG 41 MIN E. AZIMUTH MARK
 CG1145'(REFERENCE MARK NO. 3), A STANDARD BRONZE DISK, IS
 CG1145'BEYOND THE SOUTHERN CORNER OF A CHARCO AND IS 283 PACES FROM
 CG1145'STATION N 76 DEG 36 MIN E.
 CG1145
 CG1145                          STATION RECOVERY (1958)
 CG1145
 CG1145'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG1145'STATION WAS RECOVERED WITH ONE CORRECTION, DISTANCE FROM THE
 CG1145'SW CORNER OF MISSION IS 76.0 FEET, 63.5 FEET E OF THE SW FENCE
 CG1145'CORNER.  4.8 FEET S OF FENCE LINE.  197.0 FEET WSW OF THE SE
 CG1145'CORNER OF FENCE.
 CG1145
 CG1145                          STATION RECOVERY (1967)
 CG1145
 CG1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG1145'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 CG1145'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 CG1145'MARK WAS NOT LOCATED AT THIS DATE, DUE TO CHANGES MADE AT THE
 CG1145'VILLAGE.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 CG1145'
 CG1145'TO REACH THE STATION FROM THE POST OFFICE AT SELLS, GO SOUTH FOR
 CG1145'ONE BLOCK, TURN RIGHT AND GO WEST ON THE MAIN PAVED ROAD FOR 0.2
 CG1145'MILE TO A FORK, TURN LEFT AND GO SOUTH ON THE MAIN PAVED ROAD
 CG1145'FOR 1.9 MILES TO A SIDE ROAD RIGHT AND SIGN CUADALUPE MISSION
 CG1145'COWLIC.  TURN RIGHT AND GO WEST ON THE MAIN GRADED ROAD FOR
 CG1145'7.65 MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH FOR 0.25 MILE TO
 CG1145'A FORK, TAKE THE LEFT FOR AND GO SOUTHERLY ON THE MAIN ROAD FOR
 CG1145'4.25 MILES TO THE MISSION AND THE STATION ON THE LEFT.
 CG1145'
 CG1145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17.0 MILES
 CG1145'SOUTHWEST OF SELLS AND ON THE SOUTH SIDE OF THE MISSION AT
 CG1145'COWLIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0879 ***********************************************************************
 CY0879  DESIGNATION -  COX
 CY0879  PID         -  CY0879
 CY0879  STATE/COUNTY-  AZ/COCHISE
 CY0879  USGS QUAD   -  MONK DRAW (1979)
 CY0879
 CY0879                         *CURRENT SURVEY CONTROL
 CY0879  ___________________________________________________________________
 CY0879* NAD 83(1992)-  32 23 49.69263(N)    109 39 45.89256(W)     ADJUSTED  
 CY0879* NAVD 88     -      1320.48   (+/-2cm)    4332.3    (feet)  VERTCON   
 CY0879  ___________________________________________________________________
 CY0879  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CY0879  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0879  HORZ ORDER  -  SECOND
 CY0879  VERT ORDER  -  THIRD ? (See Below)
 CY0879
 CY0879.The horizontal coordinates were established by classical geodetic methods
 CY0879.and adjusted by the National Geodetic Survey in August 1993.
 CY0879
 CY0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0879.The vertical order pertains to the NGVD 29 superseded value.
 CY0879
 CY0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0879
 CY0879.The geoid height was determined by GEOID03.
 CY0879
 CY0879;                    North         East     Units Scale Factor Converg.
 CY0879;SPC AZ E     -   155,012.936   260,766.000   MT  0.99992770   +0 16 12.0
 CY0879;SPC AZ E     -   508,572.62    855,531.50   iFT  0.99992770   +0 16 12.0
 CY0879;UTM  12      - 3,585,243.145   625,768.038   MT  0.99979505   +0 42 59.7
 CY0879
 CY0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0879!SPC AZ E     -   0.99979691  x   0.99992770  =   0.99972463
 CY0879!UTM  12      -   0.99979691  x   0.99979505  =   0.99959201
 CY0879
 CY0879|---------------------------------------------------------------------|
 CY0879| PID    Reference Object                     Distance      Geod. Az  |
 CY0879|                                                           dddmmss.s |
 CY0879| CY0889 COX RM 1                             12.102 METERS 01039     |
 CY0879| CY0441 LUZENA RM A                         APPROX. 4.7 KM 1435441.1 |
 CY0879| CY0888 COX RM 2                             12.133 METERS 18958     |
 CY0879|---------------------------------------------------------------------|
 CY0879
 CY0879                          SUPERSEDED SURVEY CONTROL
 CY0879
 CY0879  NAD 83(1986)-  32 23 49.68764(N)    109 39 45.88952(W) AD(       ) 2
 CY0879  NGVD 29 (07/20/88) 1319.67   (m)         4329.6    (f) LEVELING    3  
 CY0879
 CY0879.Superseded values are not recommended for survey control.
 CY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0879.See file dsdata.txt to determine how the superseded data were derived.
 CY0879
 CY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2576885243(NAD 83)
 CY0879_MARKER: DS = TRIANGULATION STATION DISK
 CY0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0879+STABILITY: SURFACE MOTION
 CY0879
 CY0879  HISTORY     - Date     Condition        Report By
 CY0879  HISTORY     - 1983     MONUMENTED       AZDT
 CY0879  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0879
 CY0879                          STATION DESCRIPTION
 CY0879
 CY0879'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0879'THE STATION IS LOCATED ALONG U.S. HIGHWAY 666, 31 MILES SOUTH OF
 CY0879'SAFFORD AND 2.9 MILES NORTHEAST OF THE U.S. 666 AND INTERSTATE HIGHWAY
 CY0879'10 TRAFFIC INTERCHANGE.
 CY0879'
 CY0879'THE STATION MARK IS AN AZDT DISK STAMPED---COX 1977---.  IT IS SET IN
 CY0879'TOP OF A 10 INCH CONCRETE MONUMENT, 96 FEET EAST OF THE CENTERLINE OF
 CY0879'THE HIGHWAY AND 4 FEET NORTHWEST OF THE WITNESS POST.
 CY0879'
 CY0879'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---COX RM 1 1983---.  IT IS
 CY0879'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0879'
 CY0879'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---COX RM 2 1983---.  IT IS
 CY0879'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0879'
 CY0879'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0879'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0879'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. HIGHWAY 666 FOR 16.75 MILES TO
 CY0879'THE JUNCTION WITH STATE ROUTE 266.  TRAVEL SOUTH ALONG U.S. 666 FOR
 CY0879'9.35 MILES TO A CORRAL AND A WINDMILL ON THE RIGHT.  TRAVEL SOUTH
 CY0879'ALONG U.S. 666 FOR 5.35 MILES TO THE STATION ON THE LEFT AT A HIGHWAY
 CY0879'CUT.
 CY0879
 CY0879                          STATION RECOVERY (2008)
 CY0879
 CY0879'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0879'THE HIGHWAY HAS BEEN WIDENED AT THIS POINT, AND IS NOW A FOUR-LANE
 CY0879'WITH MEDIAN. THE CUT AT THE DESCRIBED LOCATION HAS BEEN WIDENED, AND
 CY0879'THE MARK WAS MOST CERTAINLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0957 ***********************************************************************
 DW0957  DESIGNATION -  COXCOMB
 DW0957  PID         -  DW0957
 DW0957  STATE/COUNTY-  AZ/LA PAZ
 DW0957  USGS QUAD   -  PICACHO NW (1965)
 DW0957
 DW0957                         *CURRENT SURVEY CONTROL
 DW0957  ___________________________________________________________________
 DW0957* NAD 83(1992)-  33 12 21.03829(N)    114 37 47.51433(W)     ADJUSTED  
 DW0957* NAVD 88     -       315.9    (meters)    1036.     (feet)  VERTCON   
 DW0957  ___________________________________________________________________
 DW0957  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DW0957  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DW0957  HORZ ORDER  -  FIRST
 DW0957
 DW0957.The horizontal coordinates were established by classical geodetic methods
 DW0957.and adjusted by the National Geodetic Survey in August 1993.
 DW0957
 DW0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0957
 DW0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0957
 DW0957.The geoid height was determined by GEOID03.
 DW0957
 DW0957;                    North         East     Units Scale Factor Converg.
 DW0957;SPC AZ W     -   244,931.758   131,329.414   MT  1.00001627   -0 28 54.8
 DW0957;SPC AZ W     -   803,581.88    430,870.78   iFT  1.00001627   -0 28 54.8
 DW0957;SPC CA 6     -   616,420.714 2,151,041.628   MT  0.99995663   +0 53 25.1
 DW0957;SPC CA 6     - 2,022,373.63  7,057,209.07   sFT  0.99995663   +0 53 25.1
 DW0957;UTM  11      - 3,676,610.449   720,917.980   MT  1.00020177   +1 17 54.7
 DW0957
 DW0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0957!SPC AZ W     -   0.99995562  x   1.00001627  =   0.99997189
 DW0957!SPC CA 6     -   0.99995562  x   0.99995663  =   0.99991225
 DW0957!UTM  11      -   0.99995562  x   1.00020177  =   1.00015738
 DW0957
 DW0957|---------------------------------------------------------------------|
 DW0957| PID    Reference Object                     Distance      Geod. Az  |
 DW0957|                                                           dddmmss.s |
 DW0957| CE9201 COXCOMB RM 1                         15.702 METERS 08533     |
 DW0957| CE9202 COXCOMB RM 2                          5.496 METERS 22827     |
 DW0957| CE9200 T2S R23W SECS 19 20 30 31                          3113533.2 |
 DW0957|---------------------------------------------------------------------|
 DW0957
 DW0957                          SUPERSEDED SURVEY CONTROL
 DW0957
 DW0957  NAD 83(1986)-  33 12 21.04349(N)    114 37 47.52132(W) AD(       ) 1
 DW0957  NAD 27      -  33 12 20.91700(N)    114 37 44.68100(W) AD(       ) 1
 DW0957  NGVD 29 (07/19/86)  315.2    (m)         1034.     (f) VERT ANG    3  
 DW0957
 DW0957.Superseded values are not recommended for survey control.
 DW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0957.See file dsdata.txt to determine how the superseded data were derived.
 DW0957
 DW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2091876610(NAD 83)
 DW0957_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0957_SETTING: 66 = SET IN ROCK OUTCROP
 DW0957_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0957+STABILITY: POSITION/ELEVATION WELL
 DW0957
 DW0957  HISTORY     - Date     Condition        Report By
 DW0957  HISTORY     - 1935     MONUMENTED       CGS
 DW0957  HISTORY     - 1949     GOOD             CGS
 DW0957  HISTORY     - 1954     GOOD             USGS
 DW0957  HISTORY     - 1964     GOOD             USGS
 DW0957  HISTORY     - 1975     GOOD             AZHD
 DW0957
 DW0957                          STATION DESCRIPTION
 DW0957
 DW0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0957'STATION IS ON A SHARP ROCKY PEAK IN THE FIRST RANGE E OF
 DW0957'THE COLORADO RIVER, ABOUT 9 MILES A LITTLE E OF S FROM CIBOLA
 DW0957'AND 2-1/4 MILES E OF THE RIVER.  FROM THE ROAD W OF THE STATION
 DW0957'THE STATION IS THE HIGHEST PEAK THAT CAN BE SEEN TO THE
 DW0957'EASTWARD.
 DW0957'
 DW0957'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0957'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0957'
 DW0957'REACHED FROM CIBOLA BY FOLLOWING THE MAIN-TRAVELED ROAD S
 DW0957'9.5 MILES TO WHERE IT ASCENDS A SHORT STEEP GRADE OUT OF A
 DW0957'BRUSHY FLAT AND CROSSES A RIDGE (1/2 MILE BEFORE REACHING
 DW0957'A WHITE PAINTED HOUSE).  STATION TOOFER IS ON THIS RIDGE 75
 DW0957'FEET E OF ROAD.  DRIVE ALONG THE CREST OF THIS RIDGE IN AN
 DW0957'EASTERLY DIRECTION PAST STATION TOOFER 1.0 MILE.  TURN RIGHT
 DW0957'AND GO 0.5 MILE TO END OF TRUCK TRAVEL.  FROM HERE GO E
 DW0957'FOLLOWING A DIM TRAIL LEADING ALONG THE N BASE OF THE HILLS
 DW0957'ABOUT 3/4 MILE TO A POINT WHERE TWO WATERFALLS CAN BE SEEN.
 DW0957'CLIMB RIDGE TO TOP OF THE FIRST WATERFALL TO ITS TOP, AND
 DW0957'THEN UP THE WASH BEARING LEFT TO ITS HEAD.  THENCE ALONG
 DW0957'THE RIDGES TO STATION WHICH IS E AND THE HIGHEST POINT IN
 DW0957'IMMEDIATE VICINITY.  STATION TOOFER WILL SERVE AS AN
 DW0957'AZIMUTH MARK.
 DW0957
 DW0957                          STATION RECOVERY (1949)
 DW0957
 DW0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0957'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 DW0957'AS DESCRIBED EXCEPT A DIFFERENCE IN DIRECTION TO REFERENCE MARK
 DW0957'NO. 2.  A AZIMUTH MARK WAS ESTABLISHED.  THE CORRECT DATA
 DW0957'LISTED BELOW.
 DW0957'
 DW0957'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTH-SOUTHEAST
 DW0957'OF CIBOLA, ABOUT 3 MILES AIRLINE EAST OF THE COLORADO RIVER,
 DW0957'ON A SHARP ROCKY PEAK IN THE FIRST RANGE EAST OF THE RIVER.
 DW0957'FROM THE ROAD WEST OF THE STATION, THE STATION IS ON THE
 DW0957'HIGHEST PEAK THAT CAN BE SEEN TO THE EASTWARD.  THE STATION
 DW0957'IS ON THE HIGHEST POINT, 6 FEET NORTH OF THE SOUTH RIM, 6
 DW0957'FEET EAST OF THE WEST RIM, A BRONZE DISK,
 DW0957'PROJECTS 3 INCHES AND IS STAMPED, COXCOMB 1935.
 DW0957'
 DW0957'REFERENCE MARK NO. 1 IS APPROXIMATELY 15 FEET LOWER THAN THE
 DW0957'STATION, 2 FEET WEST OF EAST RIM, A BRONZE DISK,
 DW0957'SET FLUSH AND IS STAMPED, COXCOMB NO 1 1935.
 DW0957'
 DW0957'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN THE
 DW0957'STATION, 2 FEET EAST OF THE WEST RIM, 4 FEET NORTH OF THE SOUTH
 DW0957'RIM, A BRONZE DISK PROJECTS 3 INCHES
 DW0957'AND IS STAMPED, COXCOMB NO 2 1935.
 DW0957'
 DW0957'THE AZIMUTH MARK, A BUREAU OF RECLAMATION SECTION CORNER DISK,
 DW0957'IS LOCATED ALONG THE ROAD TO STATION, 52 PACES NORTH OF SIGN,
 DW0957'BOATS JIMS CAMP WHERE THE ROAD MAKES A HARIPIN CURVE TO BOAT
 DW0957'CAMP WHICH IS APPROXIMATELY 0.3 MILE TO THE WEST, 28 PACES
 DW0957'NORTHWEST OF THE TRACK ROAD TO STATION, 3 FEET NORTH OF A
 DW0957'4X4 WITNESS POST.  IT IS A BRONZE CAP RIVITED TO TOP OF A
 DW0957'2 INCH IRON PIPE, PROJECTS 14 INCHES AND IS STAMPED, T 2 S,
 DW0957'S 19, S 20, S 30, S 31, R 23 W, 1935.
 DW0957'
 DW0957'TO REACH FROM CIBOLGO SOUTH ALONG MAIN ROAD FOR 0.8 MILE
 DW0957'TO A FORK, TAKE THE LEFT FORK (THE RIGHT FORK GOES TO RANCH
 DW0957'BUILDING) AND GO 0.25 MILE TO FORK.  TAKE THE LEFT FORK AND
 DW0957'GO 4.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.35 MILE
 DW0957'TO A FORK (JUST AFTER A VERY STEEP CLIMB UP POINT OF RIDGE)
 DW0957'AND AZIMUTH MARK ON THE LEFT (NORTH) AS DESCRIBED ABOVE.
 DW0957'CONTINUE BY TAKING THE LEFT FORK ALONG THE CREST OF RIDGE
 DW0957'(EAST) AND GO 2.3 MILES TO A VERY DIM TRACK ROAD JUST AFTER
 DW0957'MAKING A CURVE IN ROAD.  THIS SET OF TRACKS GOES SOUTH TO A
 DW0957'HIGHER PART OF RIDGE, THEN EAST TO THE EDGE OF A LARGE WASH,
 DW0957'THENCE SOUTH.  TAKE DIM TRACKS SOUTHEASTERLY TO EDGE OF
 DW0957'WASH, THENCE SOUTH TO A POINT JUST AFTER ROAD DROPS OFF POINT
 DW0957'OF RIDGE, THEN LEFT TO A SMALL FLAT IN WASH AND END OF
 DW0957'TRUCK TRAVEL FOR A 2 WHEEL DRIVE VEHICLE.  FROM THE END OF
 DW0957'TRUCK TRAVEL IN FLAT GO SOUTHEAST UP WASH TO DRAW, BEAR RIGHT
 DW0957'AND FOLLOW TRAIL UP DRAW FOR APPROXIMATELY 0.9 MILE TO
 DW0957'A LARGE WASH WITH LOTS OF SAND AND GRAVEL IN BOTTOM, THENCE
 DW0957'LEFT UP THIS MAIN WASH FOR APPROXIMATELY 0.3 MILE TO THE FOOT OF
 DW0957'STATION PEAK.  THE STATION PEAK CAN BE SEEN AS THE HIGH
 DW0957'POINT IN LINE WITH THE LEFT SIDE OF WASH.  PACK UP HILL TO
 DW0957'THE HIGHEST POINT AND STATION.  A 1-HOUR PACK.
 DW0957'
 DW0957'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0957
 DW0957                          STATION RECOVERY (1954)
 DW0957
 DW0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0957'RECOVERED IN GOOD CONDITION.
 DW0957
 DW0957                          STATION RECOVERY (1964)
 DW0957
 DW0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DW0957'RECOVERED IN GOOD CONDITION.
 DW0957
 DW0957                          STATION RECOVERY (1975)
 DW0957
 DW0957'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1975 (EGZ)
 DW0957'COXCOMB - 1935 U.S.C. AND G.S.-GOOD SHAPE - VISIBLE, EASILY
 DW0957'RECOVERED
 DW0957'
 DW0957'1-1/2 HOUR CLIMB FROM CIBOLA ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0680 ***********************************************************************
 DA0680  DESIGNATION -  COY
 DA0680  PID         -  DA0680
 DA0680  STATE/COUNTY-  AZ/MARICOPA
 DA0680  USGS QUAD   -  GILA BEND (1973)
 DA0680
 DA0680                         *CURRENT SURVEY CONTROL
 DA0680  ___________________________________________________________________
 DA0680* NAD 83(1992)-  32 56 16.55592(N)    112 43 23.26795(W)     ADJUSTED  
 DA0680* NAVD 88     -       229.748  (meters)     753.76   (feet)  ADJUSTED  
 DA0680  ___________________________________________________________________
 DA0680  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DA0680  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0680  DYNAMIC HT  -         229.478 (meters)     752.88  (feet)  COMP
 DA0680  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 DA0680
 DA0680  HORZ ORDER  -  SECOND
 DA0680  VERT ORDER  -  FIRST     CLASS II
 DA0680
 DA0680.The horizontal coordinates were established by classical geodetic methods
 DA0680.and adjusted by the National Geodetic Survey in August 1993.
 DA0680
 DA0680.The orthometric height was determined by differential leveling
 DA0680.and adjusted in June 1991.
 DA0680
 DA0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0680
 DA0680.The geoid height was determined by GEOID03.
 DA0680
 DA0680.The dynamic height is computed by dividing the NAVD 88
 DA0680.geopotential number by the normal gravity value computed on the
 DA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0680.degrees latitude (g = 980.6199 gals.).
 DA0680
 DA0680.The modeled gravity was interpolated from observed gravity values.
 DA0680
 DA0680;                    North         East     Units Scale Factor Converg.
 DA0680;SPC AZ C     -   215,157.257   137,947.201   MT  0.99997010   -0 26 18.7
 DA0680;SPC AZ C     -   705,896.51    452,582.68   iFT  0.99997010   -0 26 18.7
 DA0680;UTM  12      - 3,645,723.475   338,909.761   MT  0.99991997   -0 56 13.6
 DA0680
 DA0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0680!SPC AZ C     -   0.99996885  x   0.99997010  =   0.99993895
 DA0680!UTM  12      -   0.99996885  x   0.99991997  =   0.99988882
 DA0680
 DA0680:                Primary Azimuth Mark                     Grid Az
 DA0680:SPC AZ C     -  RNG GILA BENC GBN                        009 07 53.4
 DA0680:UTM  12      -  RNG GILA BENC GBN                        009 37 48.3
 DA0680
 DA0680|---------------------------------------------------------------------|
 DA0680| PID    Reference Object                     Distance      Geod. Az  |
 DA0680|                                                           dddmmss.s |
 DA0680| DA1550 RNG GILA BENC GBN                   APPROX. 2.2 KM 0084134.7 |
 DA0680| DA0682 COY RM 1                             16.900 METERS 13930     |
 DA0680| DA0646 M 298                                              1403133.5 |
 DA0680| DA0681 COY RM 2                             17.308 METERS 23835     |
 DA0680|---------------------------------------------------------------------|
 DA0680
 DA0680                          SUPERSEDED SURVEY CONTROL
 DA0680
 DA0680  NAD 83(1986)-  32 56 16.54853(N)    112 43 23.27245(W) AD(       ) 2
 DA0680  NAD 27      -  32 56 16.38390(N)    112 43 20.67360(W) AD(       ) 2
 DA0680  NGVD 29 (??/??/92)  229.184  (m)          751.91   (f) ADJ UNCH    1 2
 DA0680
 DA0680.Superseded values are not recommended for survey control.
 DA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0680.See file dsdata.txt to determine how the superseded data were derived.
 DA0680
 DA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3891045723(NAD 83)
 DA0680_MARKER: DS = TRIANGULATION STATION DISK
 DA0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0680_STAMPING: COY 1960
 DA0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0680+STABILITY: SURFACE MOTION
 DA0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0680+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0680
 DA0680  HISTORY     - Date     Condition        Report By
 DA0680  HISTORY     - 1960     MONUMENTED       CGS
 DA0680  HISTORY     - 1960     GOOD             CGS
 DA0680  HISTORY     - 1980     GOOD             NGS
 DA0680  HISTORY     - 1980     GOOD             NGS
 DA0680  HISTORY     - 1980     GOOD             NGS
 DA0680  HISTORY     - 1981     GOOD             NGS
 DA0680  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 DA0680  HISTORY     - 20070417 GOOD             GEOCAC
 DA0680
 DA0680                          STATION DESCRIPTION
 DA0680
 DA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0680'THE STATION IS 0.6 MILE SOUTH OF THE CENTER OF GILA BEND AT
 DA0680'THE PROPOSED SITE OF AN INTERCHANGE FOR THE INTERSTATE ROUTE
 DA0680'85.
 DA0680'
 DA0680'TO REACH THE STATION FROM THE POST OFFICE IN GILA BEND,
 DA0680'PROCEED SOUTH ALONG STATE ROUTE 85 FOR 1 MILE TO THE STATION
 DA0680'ON THE RIGHT AT ABOUT THE CENTER OF A CURVE TO THE SOUTH,
 DA0680'ABOUT 150 FEET WEST OF THE HIGHWAY AND 4 FEET NORTH OF A METAL
 DA0680'WITNESS POST WITH SIGN ATTACHED.
 DA0680'
 DA0680'THE STATION, WITH UNDERGROUND MARK, STAMPED COY 1960 IS A
 DA0680'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0680'4 INCHES.
 DA0680'
 DA0680'REFERENCE MARK 1, STAMPED COY NO 1 1960, IS A STANDARD DISK
 DA0680'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0680'
 DA0680'REFERENCE MARK 2, STAMPED COY NO 2 1960, IS A STANDARD DISK
 DA0680'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0680'
 DA0680'THE AZIMUTH MARK, STAMPED M 298 1951, IS A STANDARD BENCH
 DA0680'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8
 DA0680'INCHES.  IT IS 60 FEET WEST FROM THE CENTER LINE OF A GRAVELED
 DA0680'ROAD AND 2-1/2 FEET NORTH OF A WOODEN WITNESS POST.
 DA0680'
 DA0680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 DA0680'STATE ROUTE 85 FOR 0.4 MILE TO A CURVE TO THE NORTH, TURN
 DA0680'RIGHT, SOUTH, ONTO A GRAVELED ROAD AND FOLLOW IT FOR 0.7 MILE
 DA0680'TO THE MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.
 DA0680
 DA0680                          STATION RECOVERY (1960)
 DA0680
 DA0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0680'1.0 MI S FROM GILA BEND.
 DA0680'1.0 MILE SOUTH ON STATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY
 DA0680'80 AT GILA BEND, 150 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 56.78
 DA0680'FEET NORTHEAST OF R.M. 2, 55.45 FEET NORTHWEST OF R.M. 1, 4 FEET NORTH
 DA0680'OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 DA0680'PROJECTING 4 INCHES.
 DA0680
 DA0680                          STATION RECOVERY (1980)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0680'RECOVERED IN GOOD CONDITION.
 DA0680
 DA0680                          STATION RECOVERY (1980)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0680'RECOVERED IN GOOD CONDITION.
 DA0680
 DA0680                          STATION RECOVERY (1980)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0680'RECOVERED IN GOOD CONDITION.
 DA0680
 DA0680                          STATION RECOVERY (1981)
 DA0680
 DA0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DA0680'THE STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DA0680
 DA0680                          STATION RECOVERY (1994)
 DA0680
 DA0680'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0680'MARK NOT FOUND.
 DA0680
 DA0680                          STATION RECOVERY (2007)
 DA0680
 DA0680'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0682 ***********************************************************************
 DA0682  DESIGNATION -  COY RM 1
 DA0682  PID         -  DA0682
 DA0682  STATE/COUNTY-  AZ/MARICOPA
 DA0682  USGS QUAD   -  GILA BEND (1973)
 DA0682
 DA0682                         *CURRENT SURVEY CONTROL
 DA0682  ___________________________________________________________________
 DA0682* NAD 83(1986)-  32 56 16.     (N)    112 43 23.     (W)     SCALED    
 DA0682* NAVD 88     -       229.973  (meters)     754.50   (feet)  ADJUSTED  
 DA0682  ___________________________________________________________________
 DA0682  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0682  DYNAMIC HT  -         229.702 (meters)     753.61  (feet)  COMP
 DA0682  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 DA0682
 DA0682  VERT ORDER  -  FIRST     CLASS II
 DA0682
 DA0682.The horizontal coordinates were scaled from a topographic map and have
 DA0682.an estimated accuracy of +/- 6 seconds.
 DA0682
 DA0682.The orthometric height was determined by differential leveling
 DA0682.and adjusted in June 1991.
 DA0682
 DA0682.The geoid height was determined by GEOID03.
 DA0682
 DA0682.The dynamic height is computed by dividing the NAVD 88
 DA0682.geopotential number by the normal gravity value computed on the
 DA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0682.degrees latitude (g = 980.6199 gals.).
 DA0682
 DA0682.The modeled gravity was interpolated from observed gravity values.
 DA0682
 DA0682;                    North         East    Units  Estimated Accuracy
 DA0682;SPC AZ C     -   215,140.      137,950.      MT  (+/- 180 meters Scaled)
 DA0682
 DA0682                          SUPERSEDED SURVEY CONTROL
 DA0682
 DA0682  NGVD 29 (??/??/92)  229.411  (m)          752.66   (f) ADJ UNCH    1 2
 DA0682
 DA0682.Superseded values are not recommended for survey control.
 DA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0682.See file dsdata.txt to determine how the superseded data were derived.
 DA0682
 DA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB389457(NAD 83)
 DA0682_MARKER: DR = REFERENCE MARK DISK
 DA0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0682_STAMPING: COY NO 1 1960
 DA0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0682+STABILITY: SURFACE MOTION
 DA0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0682+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0682
 DA0682  HISTORY     - Date     Condition        Report By
 DA0682  HISTORY     - 1960     MONUMENTED       CGS
 DA0682  HISTORY     - 1980     GOOD             NGS
 DA0682  HISTORY     - 1980     GOOD             NGS
 DA0682  HISTORY     - 1980     GOOD             NGS
 DA0682  HISTORY     - 19941202 GOOD             USPSQD
 DA0682  HISTORY     - 20060219 GOOD             USPSQD
 DA0682  HISTORY     - 20070417 GOOD             GEOCAC
 DA0682
 DA0682                          STATION DESCRIPTION
 DA0682
 DA0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0682'1.0 MI S FROM GILA BEND.
 DA0682'1.0 MILE SOUTH ON STATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY
 DA0682'80 AT GILA BEND, 55.45 FEET SOUTHEAST OF THE STATION MARK, SET IN A
 DA0682'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0682
 DA0682                          STATION RECOVERY (1980)
 DA0682
 DA0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (1980)
 DA0682
 DA0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (1980)
 DA0682
 DA0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (1994)
 DA0682
 DA0682'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0682'RECOVERED IN GOOD CONDITION.
 DA0682
 DA0682                          STATION RECOVERY (2006)
 DA0682
 DA0682'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0682'RECOVERED AS DESCRIBED.
 DA0682
 DA0682                          STATION RECOVERY (2007)
 DA0682
 DA0682'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0681 ***********************************************************************
 DA0681  DESIGNATION -  COY RM 2
 DA0681  PID         -  DA0681
 DA0681  STATE/COUNTY-  AZ/MARICOPA
 DA0681  USGS QUAD   -  GILA BEND (1973)
 DA0681
 DA0681                         *CURRENT SURVEY CONTROL
 DA0681  ___________________________________________________________________
 DA0681* NAD 83(1986)-  32 56 16.     (N)    112 43 23.     (W)     SCALED    
 DA0681* NAVD 88     -       229.762  (meters)     753.81   (feet)  ADJUSTED  
 DA0681  ___________________________________________________________________
 DA0681  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0681  DYNAMIC HT  -         229.492 (meters)     752.92  (feet)  COMP
 DA0681  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 DA0681
 DA0681  VERT ORDER  -  FIRST     CLASS II
 DA0681
 DA0681.The horizontal coordinates were scaled from a topographic map and have
 DA0681.an estimated accuracy of +/- 6 seconds.
 DA0681
 DA0681.The orthometric height was determined by differential leveling
 DA0681.and adjusted in June 1991.
 DA0681
 DA0681.The geoid height was determined by GEOID03.
 DA0681
 DA0681.The dynamic height is computed by dividing the NAVD 88
 DA0681.geopotential number by the normal gravity value computed on the
 DA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0681.degrees latitude (g = 980.6199 gals.).
 DA0681
 DA0681.The modeled gravity was interpolated from observed gravity values.
 DA0681
 DA0681;                    North         East    Units  Estimated Accuracy
 DA0681;SPC AZ C     -   215,140.      137,950.      MT  (+/- 180 meters Scaled)
 DA0681
 DA0681                          SUPERSEDED SURVEY CONTROL
 DA0681
 DA0681  NGVD 29 (??/??/92)  229.200  (m)          751.97   (f) ADJ UNCH    1 2
 DA0681
 DA0681.Superseded values are not recommended for survey control.
 DA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0681.See file dsdata.txt to determine how the superseded data were derived.
 DA0681
 DA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB389457(NAD 83)
 DA0681_MARKER: DR = REFERENCE MARK DISK
 DA0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0681_STAMPING: COY NO 2 1960
 DA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0681+STABILITY: SURFACE MOTION
 DA0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0681+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0681
 DA0681  HISTORY     - Date     Condition        Report By
 DA0681  HISTORY     - 1960     MONUMENTED       CGS
 DA0681  HISTORY     - 1980     GOOD             NGS
 DA0681  HISTORY     - 1980     GOOD             NGS
 DA0681  HISTORY     - 1980     GOOD             NGS
 DA0681  HISTORY     - 19941202 GOOD             USPSQD
 DA0681  HISTORY     - 20070417 GOOD             GEOCAC
 DA0681
 DA0681                          STATION DESCRIPTION
 DA0681
 DA0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0681'1.0 MI S FROM GILA BEND.
 DA0681'1.0 MILE SOUTH ON STATE HIGHWAY 85 FROM THE JUNCTION OF U.S. HIGHWAY
 DA0681'80 AT GILA BEND, 56.78 FEET SOUTHWEST OF THE STATION MARK, SET IN A
 DA0681'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0681
 DA0681                          STATION RECOVERY (1980)
 DA0681
 DA0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0681'RECOVERED IN GOOD CONDITION.
 DA0681
 DA0681                          STATION RECOVERY (1980)
 DA0681
 DA0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0681'RECOVERED IN GOOD CONDITION.
 DA0681
 DA0681                          STATION RECOVERY (1980)
 DA0681
 DA0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0681'RECOVERED IN GOOD CONDITION.
 DA0681
 DA0681                          STATION RECOVERY (1994)
 DA0681
 DA0681'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0681'RECOVERED IN GOOD CONDITION.
 DA0681
 DA0681                          STATION RECOVERY (2007)
 DA0681
 DA0681'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1247 ***********************************************************************
 DB1247  DESIGNATION -  COYOTE
 DB1247  PID         -  DB1247
 DB1247  STATE/COUNTY-  AZ/YUMA
 DB1247  USGS QUAD   -  WELLTON SE (1965)
 DB1247
 DB1247                         *CURRENT SURVEY CONTROL
 DB1247  ___________________________________________________________________
 DB1247* NAD 83(1992)-  32 30 44.08595(N)    114 00 22.56792(W)     ADJUSTED  
 DB1247* NAVD 88     -       856.7    (meters)    2811.     (feet)  VERTCON   
 DB1247  ___________________________________________________________________
 DB1247  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DB1247  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DB1247  HORZ ORDER  -  THIRD
 DB1247
 DB1247.The horizontal coordinates were established by classical geodetic methods
 DB1247.and adjusted by the National Geodetic Survey in August 1993.
 DB1247
 DB1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1247
 DB1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1247
 DB1247.The geoid height was determined by GEOID03.
 DB1247
 DB1247;                    North         East     Units Scale Factor Converg.
 DB1247;SPC AZ W     -   167,699.513   189,281.518   MT  0.99994048   -0 08 15.9
 DB1247;SPC AZ W     -   550,195.25    621,002.36   iFT  0.99994048   -0 08 15.9
 DB1247;UTM  11      - 3,601,167.990   781,244.939   MT  1.00057551   +1 36 36.5
 DB1247;UTM  12      - 3,601,201.181   217,576.749   MT  1.00058370   -1 37 00.8
 DB1247
 DB1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1247!SPC AZ W     -   0.99987071  x   0.99994048  =   0.99981120
 DB1247!UTM  11      -   0.99987071  x   1.00057551  =   1.00044615
 DB1247!UTM  12      -   0.99987071  x   1.00058370  =   1.00045434
 DB1247
 DB1247:                Primary Azimuth Mark                     Grid Az
 DB1247:SPC AZ W     -  POSO                                     003 13 50.6
 DB1247:UTM  11      -  POSO                                     001 28 58.2
 DB1247:UTM  12      -  POSO                                     004 42 35.5
 DB1247
 DB1247|---------------------------------------------------------------------|
 DB1247| PID    Reference Object                     Distance      Geod. Az  |
 DB1247|                                                           dddmmss.s |
 DB1247| DA1432 POSO                                APPROX.14.6 KM 0030534.7 |
 DB1247|---------------------------------------------------------------------|
 DB1247
 DB1247                          SUPERSEDED SURVEY CONTROL
 DB1247
 DB1247  NAD 83(1986)-  32 30 44.07364(N)    114 00 22.56744(W) AD(       ) 3
 DB1247  NAD 27      -  32 30 43.89100(N)    114 00 19.81500(W) AD(       ) 3
 DB1247  NGVD 29 (04/26/91)  856.0    (m)         2808.     (f) VERT ANG    3  
 DB1247
 DB1247.Superseded values are not recommended for survey control.
 DB1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1247.See file dsdata.txt to determine how the superseded data were derived.
 DB1247
 DB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8124501168(NAD 83)
 DB1247_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1247_SETTING: 66 = SET IN ROCK OUTCROP
 DB1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1247
 DB1247  HISTORY     - Date     Condition        Report By
 DB1247  HISTORY     - 1920     MONUMENTED       CGS
 DB1247  HISTORY     - 1925     GOOD             USGS
 DB1247  HISTORY     - 1962     GOOD             USGS
 DB1247  HISTORY     - 1964     POOR             USGS
 DB1247  HISTORY     - 1972     GOOD             AZHD
 DB1247
 DB1247                          STATION DESCRIPTION
 DB1247
 DB1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DB1247'STATION IS ABOUT 17 MILES BY ROAD N OF TINAJAS ALTAS TANKS
 DB1247'ON THE MOST NORTHERN PEAK OF AN ISOLATED MOUNTAIN.  THERE IS A
 DB1247'KNOB ON SAME CLUMP OF MOUNTAIN AND ABOUT 1 MILE TO THE SOUTHWARD
 DB1247'WHICH IS A FEW FEET HIGHER THAN THE ONE THE STATION IS ON.
 DB1247'
 DB1247'THE STATION IS BEST REACHED FROM TINAJAS ALTAS TANKS BY FOLLOWING
 DB1247'THE WELLTON ROAD 6.8 MILES AND TAKE RIGHT-HAND ROAD, FOLLOW
 DB1247'5.5 MILES TO CROSSROADS AND TAKE LEFT-HAND ROAD GOING NEARLY
 DB1247'W AROUND FOOT HILLS.  FOLLOW THIS ROAD 2.4 MILES TO A POINT
 DB1247'ABOUT W OF THE MOUNTAIN, THEN HEAD ACROSS THE COUNTRY 1.6
 DB1247'MILES TO END OF TRUCK TRACKS, AND HIKE UP CANYON TO N TO THE
 DB1247'STATION.
 DB1247
 DB1247                          STATION RECOVERY (1925)
 DB1247
 DB1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1925
 DB1247'RECOVERED AS DESCRIBED BY NGS.
 DB1247
 DB1247                          STATION RECOVERY (1962)
 DB1247
 DB1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DB1247'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.  REACHED
 DB1247'BY HELICOPTER.  STATION MARK IS UNSTAMPED.  NGS RM IS UNSTAMPED,
 DB1247'IN DRILL HOLE IN BEDROCK, 57.21 FT ESE. AND ABOUT 10 FT LOWER
 DB1247'THAN STATION MARK.
 DB1247
 DB1247                          STATION RECOVERY (1964)
 DB1247
 DB1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1247'RECOVERED AS DESCRIBED BY NGS.  STATION MARK STAMPING HAS BEEN
 DB1247'WORN OFF, ONLY THE LETTER C REMAINS.
 DB1247
 DB1247                          STATION RECOVERY (1972)
 DB1247
 DB1247'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (WT)
 DB1247'GENERAL LOCATION 13-1/2 AIR MILES S.S.E. OF WELLTON ON THE
 DB1247'MOST NORTHERN HIGH PEAK OF AN ISOLATED SMALL GROUP OF MOUNTAINS
 DB1247'
 DB1247'TO REACH STATION REACHED BY HELICOPTER
 DB1247'
 DB1247'STATION MARK STANDARD U.S.C. AND G.S. BRASS CAP SET IN
 DB1247'BEDROCK OUTCROP STAMPED COYOTE 1920
 DB1247'
 DB1247'REFERENCE MARKS AS DESCRIBED
 DB1247'
 DB1247'AZIMUTH MARK NONE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0385 ***********************************************************************
 GQ0385  DESIGNATION -  COYOTE
 GQ0385  PID         -  GQ0385
 GQ0385  STATE/COUNTY-  AZ/MOHAVE
 GQ0385  USGS QUAD   -  CASTLE PEAK (1971)
 GQ0385
 GQ0385                         *CURRENT SURVEY CONTROL
 GQ0385  ___________________________________________________________________
 GQ0385* NAD 83(1992)-  36 14 40.83198(N)    113 35 13.23047(W)     ADJUSTED  
 GQ0385* NAVD 88     -      1784.7    (meters)    5855.     (feet)  VERTCON   
 GQ0385  ___________________________________________________________________
 GQ0385  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 GQ0385  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 GQ0385  HORZ ORDER  -  THIRD
 GQ0385
 GQ0385.The horizontal coordinates were established by classical geodetic methods
 GQ0385.and adjusted by the National Geodetic Survey in August 1993.
 GQ0385
 GQ0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0385
 GQ0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0385
 GQ0385.The geoid height was determined by GEOID03.
 GQ0385
 GQ0385;                    North         East     Units Scale Factor Converg.
 GQ0385;SPC AZ W     -   581,691.395   228,009.417   MT  0.99993598   +0 05 46.9
 GQ0385;SPC AZ W     - 1,908,436.34    748,062.39   iFT  0.99993598   +0 05 46.9
 GQ0385;UTM  12      - 4,014,191.158   267,537.468   MT  1.00026587   -1 31 48.8
 GQ0385
 GQ0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0385!SPC AZ W     -   0.99972380  x   0.99993598  =   0.99965980
 GQ0385!UTM  12      -   0.99972380  x   1.00026587  =   0.99998960
 GQ0385
 GQ0385|---------------------------------------------------------------------|
 GQ0385| PID    Reference Object                     Distance      Geod. Az  |
 GQ0385|                                                           dddmmss.s |
 GQ0385| CH2991 COYOTE RM 1                          10.616 METERS 00401     |
 GQ0385| CH2992 COYOTE RM 2                           8.919 METERS 26808     |
 GQ0385| CH2990 COYOTE AZ MK                                       2880920.2 |
 GQ0385|---------------------------------------------------------------------|
 GQ0385
 GQ0385                          SUPERSEDED SURVEY CONTROL
 GQ0385
 GQ0385  NAD 83(1986)-  36 14 40.82528(N)    113 35 13.22949(W) AD(       ) 3
 GQ0385  NAD 27      -  36 14 40.89600(N)    113 35 10.43500(W) AD(       ) 3
 GQ0385  NGVD 29 (07/19/86) 1783.8    (m)         5852.     (f) VERT ANG    3  
 GQ0385
 GQ0385.Superseded values are not recommended for survey control.
 GQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0385.See file dsdata.txt to determine how the superseded data were derived.
 GQ0385
 GQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6753714191(NAD 83)
 GQ0385_MARKER: DS = TRIANGULATION STATION DISK
 GQ0385_SETTING: 80 = SET IN A BOULDER
 GQ0385_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0385
 GQ0385  HISTORY     - Date     Condition        Report By
 GQ0385  HISTORY     - 1953     MONUMENTED       CGS
 GQ0385
 GQ0385                          STATION DESCRIPTION
 GQ0385
 GQ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0385'THE STATION IS ABOUT 60 MILES SOUTH OF ST. GEORGE, UTAH, 18 MILES
 GQ0385'SOUTHWEST OF MT. TRUMBULL VILLAGE AND 2 MILES WEST-SOUTHWEST OF
 GQ0385'WARING RANCH.  IT IS ON THE CREST OF A BROAD, SAGE-COVERED
 GQ0385'RISE AND ON THE NORTHEAST SIDE OF A TRACK ROAD THAT CROSSES
 GQ0385'THE RISE.
 GQ0385'
 GQ0385'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0385'GO EAST FOR 0.7 MILE TO THE INTERSECTION AT THE NORTHEAST
 GQ0385'CORNER OF THE CEMETERY.  TURN RIGHT AND CONTINUE SOUTH AND EAST
 GQ0385'ON THE PAVED ROAD FOR 2.1 MILES TO A FORK AT THE SOUTH END
 GQ0385'OF THE VIRGIN RIVER BRIDGE.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0385'SOUTH FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0385'SOUTHERLY FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK AND
 GQ0385'FOLLOW THE MAIN ROAD SOUTHERLY FOR 23.1 MILES TO A CABIN AND
 GQ0385'CORRAL ON THE RIGHT (WOLF HOLE).  CONTINUE SOUTH ON THE
 GQ0385'MAIN ROAD FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK, MAIN
 GQ0385'ROAD, AND CONTINUE SOUTH FOR 2.6 MILES TO A FORK.  TAKE THE LEFT
 GQ0385'FORK, MAIN ROAD, AND CONTINUE EAST AND SOUTH-SOUTHEAST FOR
 GQ0385'15.7 MILE TO A FORK (0.3 MILE PAST AN OLD STONE CHIMNEY ON
 GQ0385'THE RIGHT).  TAKE THE RIGHT FORK, SOUTH-SOUTHWEST, FOR 2.3
 GQ0385'MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN ROAD
 GQ0385'SOUTHWESTERLY AROUND THE NORTH SIDE OF POVERTY MOUNTAIN
 GQ0385'FOR 15.2 MILES TO A FORK ON THE SUMMIT OF A MESA.  TAKE THE
 GQ0385'RIGHT FORK AND FOLLOW THE MAIN ROAD WEST, SOUTHWEST AND
 GQ0385'SOUTHEAST FOR 12.7 MILES TO A WIRE GATE (ABOUT 1/2 MILE TO THE
 GQ0385'WEST OF WARING RANCH).  CONTINUE SOUTH ON THE MAIN ROAD FOR
 GQ0385'0.8 MILE TO A CATTLE GUARD.  PASS THROUGH THE CATTLE GUARD,
 GQ0385'TURN RIGHT ONTO A DIM TRACK ROAD ALONG THE LEFT SIDE OF THE
 GQ0385'FENCE, AND FOLLOW IT WESTERLY FOR 0.5 MILE TO THE CREST OF
 GQ0385'THE RIDGE AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 GQ0385'MARK CONTINUE NORTHWEST ON THE ROAD FOR 0.5 MILE TO THE
 GQ0385'CREST OF A LOW RIDGE AND THE MARK ON THE LEFT.
 GQ0385'
 GQ0385'THE STATION MARK IS A STANDARD DISK STAMPED COYOTE 1953.  IT
 GQ0385'IS SET IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND, 130
 GQ0385'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 81 FEET NORTHWEST
 GQ0385'OF THE NEAREST OAK BUSH AND 6 FEET SOUTHEAST OF A WHITE WITNESS
 GQ0385'POST.
 GQ0385'
 GQ0385'REFERENCE MARK 1 IS STAMPED COYOTE NO 1 1953.  IT IS A STANDARD
 GQ0385'DISK SET IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND,
 GQ0385'155 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 GQ0385'
 GQ0385'REFERENCE MARK 2 IS STAMPED COYOTE NO 2 1953.  IT IS A STANDARD
 GQ0385'DISK SET IN A BOULDER FLUSH WITH THE SURFACE OF THE GROUND,
 GQ0385'100 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 GQ0385'
 GQ0385'THE AZIMUTH MARK IS STAMPED COYOTE 1953.  IT IS A STANDARD DISK
 GQ0385'SET IN A BOULDER PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 9
 GQ0385'FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD AND 3 FEET SOUTH
 GQ0385'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0476 ***********************************************************************
 ER0476  DESIGNATION -  COYOTE
 ER0476  PID         -  ER0476
 ER0476  STATE/COUNTY-  AZ/APACHE
 ER0476  USGS QUAD   -  COYOTE HILLS (1969)
 ER0476
 ER0476                         *CURRENT SURVEY CONTROL
 ER0476  ___________________________________________________________________
 ER0476* NAD 83(1992)-  34 08 49.54462(N)    109 12 23.52229(W)     ADJUSTED  
 ER0476* NAVD 88     -      2240.4    (meters)    7350.     (feet)  VERTCON   
 ER0476  ___________________________________________________________________
 ER0476  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 ER0476  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0476  HORZ ORDER  -  SECOND
 ER0476
 ER0476.The horizontal coordinates were established by classical geodetic methods
 ER0476.and adjusted by the National Geodetic Survey in August 1993.
 ER0476
 ER0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0476
 ER0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0476
 ER0476.The geoid height was determined by GEOID03.
 ER0476
 ER0476;                    North         East     Units Scale Factor Converg.
 ER0476;SPC AZ E     -   349,385.069   301,901.158   MT  0.99999661   +0 32 20.3
 ER0476;SPC AZ E     - 1,146,276.47    990,489.36   iFT  0.99999661   +0 32 20.3
 ER0476;UTM  12      - 3,779,918.740   665,346.741   MT  0.99993702   +1 00 25.0
 ER0476
 ER0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0476!SPC AZ E     -   0.99965195  x   0.99999661  =   0.99964856
 ER0476!UTM  12      -   0.99965195  x   0.99993702  =   0.99958899
 ER0476
 ER0476|---------------------------------------------------------------------|
 ER0476| PID    Reference Object                     Distance      Geod. Az  |
 ER0476|                                                           dddmmss.s |
 ER0476| CD2720 COYOTE RM 1                          10.373 METERS 06404     |
 ER0476| CD2721 COYOTE RM 2                          10.469 METERS 15403     |
 ER0476| ER0478 ELJO                                APPROX. 4.2 KM 2465952.9 |
 ER0476|---------------------------------------------------------------------|
 ER0476
 ER0476                          SUPERSEDED SURVEY CONTROL
 ER0476
 ER0476  NAD 83(1986)-  34 08 49.54354(N)    109 12 23.52860(W) AD(       ) 2
 ER0476  NAD 27      -  34 08 49.37737(N)    109 12 21.22567(W) AD(       ) 2
 ER0476  NGVD 29 (07/19/86) 2239.4    (m)         7347.     (f) VERT ANG    3  
 ER0476
 ER0476.Superseded values are not recommended for survey control.
 ER0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0476.See file dsdata.txt to determine how the superseded data were derived.
 ER0476
 ER0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6534779919(NAD 83)
 ER0476_MARKER: DD = SURVEY DISK
 ER0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0476+STABILITY: SURFACE MOTION
 ER0476
 ER0476  HISTORY     - Date     Condition        Report By
 ER0476  HISTORY     - 1978     MONUMENTED       AZDT
 ER0476
 ER0476                          STATION DESCRIPTION
 ER0476
 ER0476'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0476'THE STATION IS LOCATED ABOUT 4.5 MILES EAST NORTHEAST OF
 ER0476'SPRINGERVILLE AND NORTH OF U.S. HWY. 60 ON A SMALL KNOLL JUST
 ER0476'OUTSIDE THE HWY. R/W FENCE.
 ER0476'
 ER0476'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED COYOTE 1978
 ER0476'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 275 FEET NORTH
 ER0476'OF U.S. HWY. 60 CENTERLINE ON A SMALL KNOLL AT THE SOUTH EDGE OF
 ER0476'A BARROW PIT, MARKED WITH A WITNESS POST AND SIGN.
 ER0476'
 ER0476'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED COYOTE
 ER0476'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 236
 ER0476'FEET NORTH OF HWY. CENTERLINE.
 ER0476'
 ER0476'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED COYOTE
 ER0476'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 200
 ER0476'FEET NORTH OF HWY. CENTERLINE AND ABOUT 5 FEET LOWER THAN STATION.
 ER0476'
 ER0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-180 AND
 ER0476'666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL EAST ON HWY. 60 FOR
 ER0476'4 MILES TO MILE POST 392.67 AND STATION ON THE LEFT, NORTH, ABOUT
 ER0476'275 FEET NORTH OF HWY.  ABOUT 300 FEET TO THE EAST THERE IS A
 ER0476'GATE THROUGH R/W FENCE, PASS THROUGH GATE AND STATION IS ABOUT
 ER0476'300 FEET LEFT AT THE SOUTH EDGE OF BARROW PIT.
 ER0476'
 ER0476'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1349 ***********************************************************************
 FS1349  DESIGNATION -  COYOTE
 FS1349  PID         -  FS1349
 FS1349  STATE/COUNTY-  AZ/MOHAVE
 FS1349  USGS QUAD   -  KINGMAN (1980)
 FS1349
 FS1349                         *CURRENT SURVEY CONTROL
 FS1349  ___________________________________________________________________
 FS1349* NAD 83(1992)-  35 12 30.64578(N)    114 06 12.48016(W)     ADJUSTED  
 FS1349* NAVD 88     -      1154.56   (+/-2cm)    3787.9    (feet)  VERTCON   
 FS1349  ___________________________________________________________________
 FS1349  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 FS1349  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS1349  HORZ ORDER  -  SECOND
 FS1349  VERT ORDER  -  THIRD ? (See Below)
 FS1349
 FS1349.The horizontal coordinates were established by classical geodetic methods
 FS1349.and adjusted by the National Geodetic Survey in August 1993.
 FS1349
 FS1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1349.The vertical order pertains to the NGVD 29 superseded value.
 FS1349
 FS1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1349
 FS1349.The geoid height was determined by GEOID03.
 FS1349
 FS1349;                    North         East     Units Scale Factor Converg.
 FS1349;SPC AZ W     -   466,777.616   181,176.816   MT  0.99994609   -0 12 13.7
 FS1349;SPC AZ W     - 1,531,422.62    594,412.13   iFT  0.99994609   -0 12 13.7
 FS1349;UTM  11      - 3,900,011.404   763,679.158   MT  1.00045694   +1 40 15.5
 FS1349
 FS1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1349!SPC AZ W     -   0.99982328  x   0.99994609  =   0.99976938
 FS1349!UTM  11      -   0.99982328  x   1.00045694  =   1.00028014
 FS1349
 FS1349|---------------------------------------------------------------------|
 FS1349| PID    Reference Object                     Distance      Geod. Az  |
 FS1349|                                                           dddmmss.s |
 FS1349| CS4794 COYOTE RM 1                           9.312 METERS 19153     |
 FS1349| FS0921 CHINO                               APPROX. 3.5 KM 3064340.9 |
 FS1349| FS1350 COYOTE RM 2                          16.125 METERS 30656     |
 FS1349|---------------------------------------------------------------------|
 FS1349
 FS1349                          SUPERSEDED SURVEY CONTROL
 FS1349
 FS1349  NAD 83(1986)-  35 12 30.64652(N)    114 06 12.47924(W) AD(       ) 2
 FS1349  NGVD 29 (11/23/90) 1153.76   (m)         3785.3    (f) LEVELING    3  
 FS1349
 FS1349.Superseded values are not recommended for survey control.
 FS1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1349.See file dsdata.txt to determine how the superseded data were derived.
 FS1349
 FS1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6367900011(NAD 83)
 FS1349_MARKER: DS = TRIANGULATION STATION DISK
 FS1349_SETTING: 66 = SET IN ROCK OUTCROP
 FS1349_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1349+STABILITY: POSITION/ELEVATION WELL
 FS1349
 FS1349  HISTORY     - Date     Condition        Report By
 FS1349  HISTORY     - 1981     MONUMENTED       AZDT
 FS1349
 FS1349                          STATION DESCRIPTION
 FS1349
 FS1349'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1349'THE STATION IS LOCATED 2.5  MILES NORTHWEST OF KINGMAN, ALONG US
 FS1349'HIGHWAY 93 AT THE HIGHEST POINT BETWEEN KINGMAN AND CHLORIDE ROAD.
 FS1349'
 FS1349'THE STATION MARK IS AN ADOT DISK STAMPED, COYOTE 1981.  IT IS SET IN A
 FS1349'DRILL HOLE IN A BOULDER.  136 FEET WEST OF THE CENTERLINE OF US 93 AND
 FS1349'EAST OF THE RIGHT OF WAY FENCE.  IT IS MARKED BY A WITNESS POST AND
 FS1349'SIGN.
 FS1349'
 FS1349'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, COYOTE RM 1 1981.  IT IS SET
 FS1349'IN A BOULDER.  IT IS 166 FEEST WEST OF THE CENTERLINE OF THE HIGHWAY.
 FS1349'
 FS1349'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, COYOTE RM 2 1981.  IT IS SET
 FS1349'IN TOP OF A BOULDER, 130 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FS1349'
 FS1349'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1349'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT AND
 FS1349'TRAVEL WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40
 FS1349'TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 2.35 MILES TO THE
 FS1349'TOP OF HILL AND A DRIVEWAY ON LEFT LEADING TO A GROUP OF TRANSFORMERS
 FS1349'AT A SMALL SUB STATION.  PACK NORTH ALONG WEST RIGHT OF WAY FENCELINE
 FS1349'FOR ABOUT 350 FEET TO THE STATION WHICH IS ABOVE A HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1838 ***********************************************************************
 DU1838  DESIGNATION -  COYOTE BUTTE
 DU1838  PID         -  DU1838
 DU1838  STATE/COUNTY-  AZ/GILA
 DU1838  USGS QUAD   -  MULE HOOF BEND (1988)
 DU1838
 DU1838                         *CURRENT SURVEY CONTROL
 DU1838  ___________________________________________________________________
 DU1838* NAD 83(1992)-  33 51 13.70293(N)    110 30 45.92104(W)     ADJUSTED  
 DU1838* NAVD 88     -      1712.2    (meters)    5617.     (feet)  VERTCON   
 DU1838  ___________________________________________________________________
 DU1838  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 DU1838  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DU1838  HORZ ORDER  -  THIRD
 DU1838
 DU1838.The horizontal coordinates were established by classical geodetic methods
 DU1838.and adjusted by the National Geodetic Survey in August 1993.
 DU1838
 DU1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1838
 DU1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1838
 DU1838.The geoid height was determined by GEOID03.
 DU1838
 DU1838;                    North         East     Units Scale Factor Converg.
 DU1838;SPC AZ E     -   316,493.400   181,335.084   MT  0.99991264   -0 11 34.1
 DU1838;SPC AZ E     - 1,038,364.17    594,931.38   iFT  0.99991264   -0 11 34.1
 DU1838;UTM  12      - 3,746,053.276   545,073.086   MT  0.99962504   +0 16 17.2
 DU1838
 DU1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1838!SPC AZ E     -   0.99973526  x   0.99991264  =   0.99964793
 DU1838!UTM  12      -   0.99973526  x   0.99962504  =   0.99936040
 DU1838
 DU1838|---------------------------------------------------------------------|
 DU1838| PID    Reference Object                     Distance      Geod. Az  |
 DU1838|                                                           dddmmss.s |
 DU1838| DU1858 COYOTE BUTTE RM 1                     9.312 METERS 01332     |
 DU1838| DU1859 COYOTE BUTTE RM 2                    10.485 METERS 08714     |
 DU1838| DU1837 CHRYSOTILE                          APPROX.12.6 KM 1993042.2 |
 DU1838|---------------------------------------------------------------------|
 DU1838
 DU1838                          SUPERSEDED SURVEY CONTROL
 DU1838
 DU1838  NAD 83(1986)-  33 51 13.69685(N)    110 30 45.92236(W) AD(       ) 3
 DU1838  NGVD 29 (09/20/88) 1711.5    (m)         5615.     (f) VERT ANG    3  
 DU1838
 DU1838.Superseded values are not recommended for survey control.
 DU1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1838.See file dsdata.txt to determine how the superseded data were derived.
 DU1838
 DU1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4507346053(NAD 83)
 DU1838_MARKER: DS = TRIANGULATION STATION DISK
 DU1838_SETTING: 66 = SET IN ROCK OUTCROP
 DU1838_SP_SET: SET IN ROCK OUTCROP
 DU1838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1838+STABILITY: POSITION/ELEVATION WELL
 DU1838
 DU1838  HISTORY     - Date     Condition        Report By
 DU1838  HISTORY     - 1947     MONUMENTED       USGS
 DU1838  HISTORY     - 1966     GOOD             USGS
 DU1838
 DU1838                          STATION DESCRIPTION
 DU1838
 DU1838'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DU1838'LOCATED 16 MI E. OF SOMBRERO BUTTE, ABOUT 7.5 MI N. OF SENECA
 DU1838'(APACHE REST).  ON SUMMIT OF FLAT-TOPPED MESA.
 DU1838'
 DU1838'TO REACH FROM SENECA, DRIVE 6.3 MI N. ON U.S. HWY. 60 TO JIMAMA
 DU1838'INN NEAR SALT RIVER BRIDGE.  CONTINUE 4.8 MI TO DIRT RD. LEADING
 DU1838'LEFT, FOLLOW DIRT RD. 3.3 MI TO FORKS.  TAKE RIGHT FORK 0.4 MI TO
 DU1838'CATTLE TRAP AND TANK, CONTINUE 0.8 MI TO SECOND TANK.  BEAR RIGHT
 DU1838'CROSS-COUNTRY 0.8 MI N. TO END OF TRUCK TRAVEL.  ON WESTERNMOST
 DU1838'OF TWO MESAS WITH SADDLE BETWEEN AS SEEN FROM END OF TRUCK
 DU1838'TRAVEL.  PACK DOWN INTO DEEP WASH AND UP TO TOP OF FLAT-TOPPED
 DU1838'MESA.  ABOUT 1-MILE PACK.
 DU1838'
 DU1838'STATION MARK--STANDARD TABLET STAMPED---COYOTE BUTTE 1947---,
 DU1838'CEMENTED IN SOLID ROCK OUTCROP.
 DU1838'
 DU1838'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1838'
 DU1838'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 DU1838
 DU1838                          STATION RECOVERY (1966)
 DU1838
 DU1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU1838'RECOVERED AS DESCRIBED BY USGS.
 DU1838'
 DU1838'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1942 ***********************************************************************
 DV1942  DESIGNATION -  COYOTE PEAK
 DV1942  PID         -  DV1942
 DV1942  STATE/COUNTY-  AZ/LA PAZ
 DV1942  USGS QUAD   -  COYOTE PEAK (1990)
 DV1942
 DV1942                         *CURRENT SURVEY CONTROL
 DV1942  ___________________________________________________________________
 DV1942* NAD 83(1992)-  33 29 05.67329(N)    113 43 35.14363(W)     ADJUSTED  
 DV1942* NAVD 88     -       702.6    (meters)    2305.     (feet)  VERTCON   
 DV1942  ___________________________________________________________________
 DV1942  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DV1942  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DV1942  HORZ ORDER  -  SECOND
 DV1942
 DV1942.The horizontal coordinates were established by classical geodetic methods
 DV1942.and adjusted by the National Geodetic Survey in August 1993.
 DV1942
 DV1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1942
 DV1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1942
 DV1942.The geoid height was determined by GEOID03.
 DV1942
 DV1942;                    North         East     Units Scale Factor Converg.
 DV1942;SPC AZ W     -   275,536.292   215,550.531   MT  0.99993339   +0 00 46.8
 DV1942;SPC AZ W     -   903,990.46    707,186.78   iFT  0.99993339   +0 00 46.8
 DV1942;UTM  12      - 3,708,373.008   246,673.014   MT  1.00039126   -1 30 18.1
 DV1942
 DV1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1942!SPC AZ W     -   0.99989463  x   0.99993339  =   0.99982803
 DV1942!UTM  12      -   0.99989463  x   1.00039126  =   1.00028585
 DV1942
 DV1942:                Primary Azimuth Mark                     Grid Az
 DV1942:SPC AZ W     -  LOS ANGELES PHOENIX AWY BN 27A           038 21 41.9
 DV1942:UTM  12      -  LOS ANGELES PHOENIX AWY BN 27A           039 52 46.8
 DV1942
 DV1942|---------------------------------------------------------------------|
 DV1942| PID    Reference Object                     Distance      Geod. Az  |
 DV1942|                                                           dddmmss.s |
 DV1942| DV1968 LOS ANGELES PHOENIX AWY BN 27A      APPROX. 9.4 KM 0382228.7 |
 DV1942| CH2993 COYOTE PEAK AZ MK                                  3073540.3 |
 DV1942|---------------------------------------------------------------------|
 DV1942
 DV1942                          SUPERSEDED SURVEY CONTROL
 DV1942
 DV1942  NAD 83(1986)-  33 29 05.66667(N)    113 43 35.15337(W) AD(       ) 2
 DV1942  NAD 27      -  33 29 05.54800(N)    113 43 32.40500(W) AD(       ) 2
 DV1942  NGVD 29 (07/19/86)  701.9    (m)         2303.     (f) VERT ANG    3  
 DV1942
 DV1942.Superseded values are not recommended for survey control.
 DV1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1942.See file dsdata.txt to determine how the superseded data were derived.
 DV1942
 DV1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4667308373(NAD 83)
 DV1942_MARKER: DS = TRIANGULATION STATION DISK
 DV1942_SETTING: 66 = SET IN ROCK OUTCROP
 DV1942_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV1942
 DV1942  HISTORY     - Date     Condition        Report By
 DV1942  HISTORY     - 1949     MONUMENTED       CGS
 DV1942  HISTORY     - 1972     GOOD             AZHD
 DV1942
 DV1942                          STATION DESCRIPTION
 DV1942
 DV1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1942'THE STATION IS LOCATED ON COYOTE PEAK, A LONE PROMINENT
 DV1942'MOUNTAIN PROTRUDING FROM THE LEVEL PLAIN ABOUT IT.  THE PEAK
 DV1942'HAS NEARLY VERTICAL CLIFFS ON ALL SIDES BUT WITH SOME RESEMBLANCE
 DV1942'OF A RIDGE FROM THE NORTH TO THE SOUTH.  THE STATION IS
 DV1942'LOCATED ON THE HIGHEST POINT, 6 FEET NORTH-NORTHEAST OF A 6
 DV1942'FOOT CAIRN, SET APPROXIMATELY 4 INCHES BELOW THE GROUND
 DV1942'SURFACE AND STAMPED, COYOTE PK 1949.
 DV1942'
 DV1942'THERE WERE NO REFERENCE MARKS SET DUE TO THE LIMITED SPACE
 DV1942'ON THE PEAK.  THE AZIMUTH MARK IS LOCATED ENROUTE TO THE
 DV1942'STATION ON A LOW CONE-SHAPPED PEAK WHICH PROTRUDES APPROXIMATELY
 DV1942'15 FEET ABOVE THE PLAINS, APPROXIMATELY 0.15 MILE NORTHWEST
 DV1942'OF THE BASE OF THE MOUNTAIN.  THE PEAK IS A SOLID MASS OF
 DV1942'CONGLOMERATE ROCK.  THE AZIMUTH IS ON THE HIGHEST POINT, 10
 DV1942'PACES SOUTHEAST OF A 4 X 4 WITNESS POST, 3 FEET SOUTHWEST
 DV1942'OF A SMALL CAIRN AND STAMPED, COYOTE PK 1949.
 DV1942'
 DV1942'TO REACH FROM HOPE AT THE JUNCTION OF STATE HIGHWAY 72
 DV1942'AND U.S. HIGHWAY 60 AND 70, GO WEST ON U.S. HIGHWAY 60 AND
 DV1942'70 FOR 3.6 MILES TO THE JUNCTION OF THE FIRST CROSSROAD, (THIS
 DV1942'ROAD FORMERLY BEING KNOWN AS THE RANEGRAS ROAD).  THE ROAD
 DV1942'GOES NORTH INTO VICKSBURG AND SOUTH INTO THE RANEGRAS PLAINS.
 DV1942'AT THIS POINT LEAVE THE HIGHWAY AND TURN LEFT (SOUTH) AND
 DV1942'FOLLOW THIS ROAD DUE SOUTH WITHOUT ANY TURNS FOR 10.4 MILES
 DV1942'TO A DIAGONAL INTERSECTION.  TURN RIGHT (SOUTHWESTERLY) AND
 DV1942'GO 4.4 MILES TO A Y INTERSECTION.  TAKE THE LEFT FORK
 DV1942'(SOUTHEASTERLY) AND GO 0.2 MILE TO A GAS PIPE LINE RIGHT-OF-WAY WITH
 DV1942'ROAD ALONG IT.  CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 DV1942'A REVERSE Y.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A
 DV1942'POINT WHERE THE ROAD AGAIN JOINS THE RANEGRAS ROAD AT A
 DV1942'CROSSROAD AND AT AN OLD SIGN VINEGAROON TR. RANGEGRAS
 DV1942'ROAD.  CONTINUE STRAIGHT AHEAD EAST FOR 1.05 MILE TO A
 DV1942'POINT WHERE THERE IS A SIGN GAME REFUGE ON THE RIGHT
 DV1942'(SOUTH) OF ROAD.  FROM THIS POINT, THE STATION IS
 DV1942'APPROXIMATELY 2 MILES DISTANT IN BEARING 148 DEGREES
 DV1942'TRUE AND 132 DEGREES MAGNETIHERE LEAVE THE ROAD AND
 DV1942'DRIVE ACROSS COUNTRY TOWARD THE NORTHWEST END OF THE RIDGE
 DV1942'OF THE PEAK FOR ABOUT 2.0 MILES TO THE AZIMUTH MARK AS
 DV1942'DESCRIBED ABOVE.  CONTINUE TO THE BASE OF PEAK AND THE
 DV1942'END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 DV1942'SOUTHEAST TO THE HIGHEST POINT AND STATION.  THIS PEAK
 DV1942'CAN BE CLIMBED WITHOUT HAZARD BUT CAUTION MUST BE TAKEN
 DV1942'WHEN DECENDING AT NIGHT.  A 1-HOUR PACK.
 DV1942
 DV1942                          STATION RECOVERY (1972)
 DV1942
 DV1942'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1942'GENERAL LOCATION PARKER TO YUMA
 DV1942'
 DV1942'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY
 DV1942'NOTES
 DV1942'
 DV1942'STATION MARKS STD. USC AND GS B.
 DV1942'
 DV1942'REFERENCE MARKS NONE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1350 ***********************************************************************
 FS1350  DESIGNATION -  COYOTE RM 2
 FS1350  PID         -  FS1350
 FS1350  STATE/COUNTY-  AZ/MOHAVE
 FS1350  USGS QUAD   -  KINGMAN (1980)
 FS1350
 FS1350                         *CURRENT SURVEY CONTROL
 FS1350  ___________________________________________________________________
 FS1350* NAD 83(1992)-  35 12 30.96021(N)    114 06 12.98972(W)     ADJUSTED  
 FS1350* NAVD 88     -      1153.35   (+/-2cm)    3783.9    (feet)  VERTCON   
 FS1350  ___________________________________________________________________
 FS1350  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 FS1350  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS1350  HORZ ORDER  -  SECOND
 FS1350  VERT ORDER  -  THIRD ? (See Below)
 FS1350
 FS1350.The horizontal coordinates were established by classical geodetic methods
 FS1350.and adjusted by the National Geodetic Survey in August 1993.
 FS1350
 FS1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1350.The vertical order pertains to the NGVD 29 superseded value.
 FS1350
 FS1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1350
 FS1350.The geoid height was determined by GEOID03.
 FS1350
 FS1350;                    North         East     Units Scale Factor Converg.
 FS1350;SPC AZ W     -   466,787.352   181,163.962   MT  0.99994610   -0 12 14.0
 FS1350;SPC AZ W     - 1,531,454.57    594,369.95   iFT  0.99994610   -0 12 14.0
 FS1350;UTM  11      - 3,900,020.718   763,665.987   MT  1.00045685   +1 40 15.2
 FS1350
 FS1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1350!SPC AZ W     -   0.99982347  x   0.99994610  =   0.99976958
 FS1350!UTM  11      -   0.99982347  x   1.00045685  =   1.00028024
 FS1350
 FS1350                          SUPERSEDED SURVEY CONTROL
 FS1350
 FS1350  NAD 83(1986)-  35 12 30.96095(N)    114 06 12.98880(W) AD(       ) 2
 FS1350  NGVD 29 (11/23/90) 1152.55   (m)         3781.3    (f) LEVELING    3  
 FS1350
 FS1350.Superseded values are not recommended for survey control.
 FS1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1350.See file dsdata.txt to determine how the superseded data were derived.
 FS1350
 FS1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6366600021(NAD 83)
 FS1350_MARKER: DS = TRIANGULATION STATION DISK
 FS1350_SETTING: 66 = SET IN ROCK OUTCROP
 FS1350_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1350+STABILITY: POSITION/ELEVATION WELL
 FS1350
 FS1350  HISTORY     - Date     Condition        Report By
 FS1350  HISTORY     - 1981     MONUMENTED       AZDT
 FS1350
 FS1350                          STATION DESCRIPTION
 FS1350
 FS1350'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1350'THE MARK WAS USED TO FORM A LOOP IN THE TIE TO AHD MARK 1285 28.  FOR
 FS1350'A COMPLETE DESCRIPTION SEE COYOTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0850 ***********************************************************************
 DV0850  DESIGNATION -  CRACK
 DV0850  PID         -  DV0850
 DV0850  STATE/COUNTY-  AZ/MARICOPA
 DV0850  USGS QUAD   -  TONOPAH (1984)
 DV0850
 DV0850                         *CURRENT SURVEY CONTROL
 DV0850  ___________________________________________________________________
 DV0850* NAD 83(1992)-  33 29 10.46037(N)    112 56 12.62978(W)     ADJUSTED  
 DV0850* NAVD 88     -       337.93   (+/-2cm)    1108.7    (feet)  VERTCON   
 DV0850  ___________________________________________________________________
 DV0850  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DV0850  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0850  HORZ ORDER  -  SECOND
 DV0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0850
 DV0850.The horizontal coordinates were established by classical geodetic methods
 DV0850.and adjusted by the National Geodetic Survey in August 1993.
 DV0850
 DV0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0850.The vertical order pertains to the NGVD 29 superseded value.
 DV0850
 DV0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0850
 DV0850.The geoid height was determined by GEOID03.
 DV0850
 DV0850;                    North         East     Units Scale Factor Converg.
 DV0850;SPC AZ C     -   276,140.035   118,555.258   MT  1.00001077   -0 33 46.5
 DV0850;SPC AZ C     -   905,971.24    388,960.82   iFT  1.00001077   -0 33 46.5
 DV0850;UTM  12      - 3,706,872.032   320,053.767   MT  0.99999922   -1 04 08.1
 DV0850
 DV0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0850!SPC AZ C     -   0.99995181  x   1.00001077  =   0.99996258
 DV0850!UTM  12      -   0.99995181  x   0.99999922  =   0.99995103
 DV0850
 DV0850|---------------------------------------------------------------------|
 DV0850| PID    Reference Object                     Distance      Geod. Az  |
 DV0850|                                                           dddmmss.s |
 DV0850| DV0849 CRACK RM 1                           33.616 METERS 00043     |
 DV0850| CH5028 CRACK RM 3                            5.703 METERS 03555     |
 DV0850| CH5029 CRACK RM 4                            8.094 METERS 15528     |
 DV0850| DV0851 CRACK RM 2                            3.249 METERS 17854     |
 DV0850| DV0848 CRACK AZ MK                                        3584309.9 |
 DV0850|---------------------------------------------------------------------|
 DV0850
 DV0850                          SUPERSEDED SURVEY CONTROL
 DV0850
 DV0850  NAD 83(1986)-  33 29 10.45247(N)    112 56 12.63449(W) AD(       ) 2
 DV0850  NAD 27      -  33 29 10.31050(N)    112 56 09.98630(W) AD(       ) 2
 DV0850  NGVD 29 (??/??/92)  337.29   (m)         1106.6    (f) COMPUTED    2 0
 DV0850
 DV0850.Superseded values are not recommended for survey control.
 DV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0850.See file dsdata.txt to determine how the superseded data were derived.
 DV0850
 DV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2005406872(NAD 83)
 DV0850_MARKER: DE = TRAVERSE STATION DISK
 DV0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0850_STAMPING: CRACK 1962
 DV0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0850+STABILITY: SURFACE MOTION
 DV0850
 DV0850  HISTORY     - Date     Condition        Report By
 DV0850  HISTORY     - 1962     MONUMENTED       CGS
 DV0850  HISTORY     - 1962     GOOD             CGS
 DV0850  HISTORY     - 1970     SEE DESCRIPTION  NGS
 DV0850  HISTORY     - 1970     POOR             NGS
 DV0850
 DV0850                          STATION DESCRIPTION
 DV0850
 DV0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0850'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF TONOPAH AND
 DV0850'ON THE EAST SIDE OF A NORTH-SOUTH GRAVEL ROAD.
 DV0850'
 DV0850'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO
 DV0850'EAST ON GRAVEL ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT, AND
 DV0850'THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, GO SOUTH ON
 DV0850'GRAVEL ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DV0850'
 DV0850'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0850'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV0850'CRACK 1962.  THE MARK IS 76 FEET SOUTH OF FENCE CORNER, 29
 DV0850'FEET EAST OF THE CENTER OF GRAVEL ROAD, 26.5 FEET SOUTH OF
 DV0850'WITNESS POST, 15 FEET SOUTHEAST OF A TELEPHONE POLE AND 2
 DV0850'FEET WEST OF FENCE.
 DV0850'
 DV0850'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0850'ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 DV0850'STAMPED CRACK NO 1 1962.  THE MARK IS 98 FEET NORTH-NORTHEAST
 DV0850'OF A TELEPHONE POLE, 84 FEET NORTH OF A WITNESS POST, 34
 DV0850'FEET NORTH OF A FENCE CORNER, 30 FEET EAST OF THE CENTER
 DV0850'OF ROAD AND 2 FEET WEST OF FENCE.
 DV0850'
 DV0850'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0850'ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 DV0850'STAMPED CRACK NO 2 1962.  THE MARK IS 29 FEET EAST OF CENTER
 DV0850'OF ROAD, 25 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 2
 DV0850'FEET WEST OF FENCE.
 DV0850'
 DV0850'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND CONCRETE
 DV0850'POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED CRACK 1962.
 DV0850'THE MARK IS 42 FEET SOUTH OF CENTER OF ROAD, 35 FEET WEST OF
 DV0850'CENTER OF ROAD, 4.5 FEET SOUTHEAST OF FENCE CORNER AND 3
 DV0850'FEET EAST OF A FENCE.
 DV0850'
 DV0850'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV0850
 DV0850                          STATION RECOVERY (1962)
 DV0850
 DV0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0850'0.65 MI SE FROM TONOPAH.
 DV0850'0.15 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0850'THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, NEAR A FENCE CORNER EAST OF
 DV0850'THE ROAD, 27 FEET EAST OF THE CENTER OF THE ROAD, 75.3 FEET SOUTH OF
 DV0850'THE FENCE CORNER, 14.5 FEET SOUTHEAST OF POWER POLE NO. 445, 2 FEET
 DV0850'WEST OF A FENCE, 26.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 0.5
 DV0850'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0850'PROJECTING 2 INCHES.
 DV0850
 DV0850                          STATION RECOVERY (1970)
 DV0850
 DV0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0850'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE DESTROYED
 DV0850'BY ROAD GRADING IN THE AREA.  THE UNDER GROUND STATION MARK AND THE
 DV0850'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 DV0850'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 DV0850'TIME.
 DV0850'
 DV0850'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO EAST ALONG
 DV0850'THE PAVED STREET FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 DV0850'GO SOUTH ALONG THE PAVED STREET FOR 0.5 MILE TO THE STATION ON THE
 DV0850'LEFT.
 DV0850'
 DV0850'THE STATION MARK IS A STANDARD DISK STAMPED, CRACK 1962 1970.  IT IS
 DV0850'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT
 DV0850'BELOW THE GROUND SURFACE.  IT IS 88 FEET SOUTH OF A FARM ROAD
 DV0850'LEADING EAST, 28 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD AND
 DV0850'14 FEET SOUTHEAST OF POWER POLE NO. 1 WHICH HAS A TRIANGLE BLAZE
 DV0850'ON THE WEST SIDE OF THE POLE.
 DV0850'
 DV0850'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CRACK 1962 NO 3 1970.
 DV0850'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DV0850'FLUSH WITH THE GROUND SURFACE.  IT IS 73-1/2 FEET SOUTH OF THE FARM
 DV0850'ROAD LEADING EAST, 40-1/2 FEET EAST OF THE CENTER LINE OF THE
 DV0850'PAVED ROAD, 18-1/2 FEET EAST OF POWER POLE NO. 1 AND 1/2 FOOT WEST
 DV0850'OF THE FENCE LINE.
 DV0850'
 DV0850'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CRACK 1962 NO 4 1970.
 DV0850'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 DV0850'WITH THE GROUND SURFACE.  IT IS 112 FEET SOUTH OF THE FARM ROAD
 DV0850'LEADING EAST, 42-1/2 FEET SOUTHEAST OF POWER POLE NO. 1, 40 FEET
 DV0850'EAST OF THE CENTER LINE OF THE PAVED ROAD AND 1/2 FOOT WEST OF
 DV0850'THE FENCE LINE.
 DV0850'
 DV0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CRACK 1962.  IT IS SET
 DV0850'IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 DV0850'INCHES.  IT IS 42 FEET SOUTH OF THE CENTER LINE OF THE STREET, 35
 DV0850'FEET WEST OF THE ROAD WHICH LEADS SOUTH TO THE STATION AND 3 FEET
 DV0850'EAST OF A FENCE.
 DV0850'
 DV0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 DV0850'TONOPAH.
 DV0850'
 DV0850'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0850
 DV0850                          STATION RECOVERY (1970)
 DV0850
 DV0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0850'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0848 ***********************************************************************
 DV0848  DESIGNATION -  CRACK AZ MK
 DV0848  PID         -  DV0848
 DV0848  STATE/COUNTY-  AZ/MARICOPA
 DV0848  USGS QUAD   -  TONOPAH (1984)
 DV0848
 DV0848                         *CURRENT SURVEY CONTROL
 DV0848  ___________________________________________________________________
 DV0848* NAD 83(1986)-  33 29 37.     (N)    112 56 16.     (W)     SCALED    
 DV0848* NAVD 88     -       341.919  (meters)    1121.78   (feet)  ADJUSTED  
 DV0848  ___________________________________________________________________
 DV0848  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0848  DYNAMIC HT  -         341.519 (meters)    1120.47  (feet)  COMP
 DV0848  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 DV0848
 DV0848  VERT ORDER  -  FIRST     CLASS II
 DV0848
 DV0848.The horizontal coordinates were scaled from a topographic map and have
 DV0848.an estimated accuracy of +/- 6 seconds.
 DV0848
 DV0848.The orthometric height was determined by differential leveling
 DV0848.and adjusted in June 1991.
 DV0848
 DV0848.The geoid height was determined by GEOID03.
 DV0848
 DV0848.The dynamic height is computed by dividing the NAVD 88
 DV0848.geopotential number by the normal gravity value computed on the
 DV0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0848.degrees latitude (g = 980.6199 gals.).
 DV0848
 DV0848.The modeled gravity was interpolated from observed gravity values.
 DV0848
 DV0848;                    North         East    Units  Estimated Accuracy
 DV0848;SPC AZ C     -   276,960.      118,480.      MT  (+/- 180 meters Scaled)
 DV0848
 DV0848                          SUPERSEDED SURVEY CONTROL
 DV0848
 DV0848  NGVD 29 (??/??/92)  341.270  (m)         1119.65   (f) ADJ UNCH    1 2
 DV0848
 DV0848.Superseded values are not recommended for survey control.
 DV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0848.See file dsdata.txt to determine how the superseded data were derived.
 DV0848
 DV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC199076(NAD 83)
 DV0848_MARKER: DZ = AZIMUTH MARK DISK
 DV0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0848_STAMPING: CRACK 1962
 DV0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0848+STABILITY: SURFACE MOTION
 DV0848
 DV0848  HISTORY     - Date     Condition        Report By
 DV0848  HISTORY     - 1962     MONUMENTED       CGS
 DV0848  HISTORY     - 1967     GOOD             NGS
 DV0848  HISTORY     - 1970     GOOD             NGS
 DV0848  HISTORY     - 1981     GOOD             NGS
 DV0848
 DV0848                          STATION DESCRIPTION
 DV0848
 DV0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0848'0.2 MI E FROM TONOPAH.
 DV0848'0.2 MILE EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0848'TONOPAH, IN S 26, T 2 N, R 7 W, 49 FEET SOUTHWEST OF THE CENTER OF THE
 DV0848'JUNCTION OF INDIAN SCHOOL ROAD AND TONOPAH ROAD, 146 FEET SOUTHWEST
 DV0848'AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A BRICK BUILDING, 36
 DV0848'1/2 FEET SOUTH OF THE CENTER LINE OF INDIAN SCHOOL ROAD, 32 FEET WEST
 DV0848'OF THE CENTER LINE OF TONOPAH ROAD, 10 1/2 FEET SOUTHEAST OF A FENCE
 DV0848'CORNER POST, 7 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE, 1.7
 DV0848'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DV0848'OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DV0848'INCHES.
 DV0848
 DV0848                          STATION RECOVERY (1970)
 DV0848
 DV0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0848'RECOVERED IN GOOD CONDITION.
 DV0848
 DV0848                          STATION RECOVERY (1981)
 DV0848
 DV0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0580 ***********************************************************************
 FP0580  DESIGNATION -  CRAFTON
 FP0580  PID         -  FP0580
 FP0580  STATE/COUNTY-  AZ/APACHE
 FP0580  USGS QUAD   -  CHAFIN WELL (1971)
 FP0580
 FP0580                         *CURRENT SURVEY CONTROL
 FP0580  ___________________________________________________________________
 FP0580* NAD 83(1992)-  35 11 38.26530(N)    109 06 53.65659(W)     ADJUSTED  
 FP0580* NAVD 88     -      2096.7    (meters)    6879.     (feet)  VERTCON   
 FP0580  ___________________________________________________________________
 FP0580  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FP0580  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 FP0580  HORZ ORDER  -  FIRST
 FP0580
 FP0580.The horizontal coordinates were established by classical geodetic methods
 FP0580.and adjusted by the National Geodetic Survey in August 1993.
 FP0580
 FP0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0580
 FP0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0580
 FP0580.The geoid height was determined by GEOID03.
 FP0580
 FP0580;                    North         East     Units Scale Factor Converg.
 FP0580;SPC AZ E     -   465,597.423   309,138.559   MT  1.00001302   +0 36 22.4
 FP0580;SPC AZ E     - 1,527,550.60  1,014,234.12   iFT  1.00001302   +0 36 22.4
 FP0580;UTM  12      - 3,896,180.651   671,621.652   MT  0.99996300   +1 05 12.2
 FP0580
 FP0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0580!SPC AZ E     -   0.99967450  x   1.00001302  =   0.99968751
 FP0580!UTM  12      -   0.99967450  x   0.99996300  =   0.99963751
 FP0580
 FP0580:                Primary Azimuth Mark                     Grid Az
 FP0580:SPC AZ E     -  CRAFTON AZ MK RESET                      013 25 23.6
 FP0580:UTM  12      -  CRAFTON AZ MK RESET                      012 56 33.8
 FP0580
 FP0580|---------------------------------------------------------------------|
 FP0580| PID    Reference Object                     Distance      Geod. Az  |
 FP0580|                                                           dddmmss.s |
 FP0580| CD3313 CRAFTON AZ MK RESET                                0140146.0 |
 FP0580| CD3315 CRAFTON RM 1                         11.107 METERS 13957     |
 FP0580| CD3317 CRAFTON RM 3                         10.738 METERS 14004     |
 FP0580| DT0713 ESCUDILLA MOUNTAIN                                 1802435.1 |
 FP0580| CD3314 CRAFTON RM                           18.052 METERS 22124     |
 FP0580| CD3316 CRAFTON RM 2                         18.084 METERS 22125     |
 FP0580| CD3318 CRAFTON RM 4                         18.083 METERS 22125     |
 FP0580| CD3312 CRAFTON AZ MK                                      2595042.4 |
 FP0580|---------------------------------------------------------------------|
 FP0580
 FP0580                          SUPERSEDED SURVEY CONTROL
 FP0580
 FP0580  NAD 83(1986)-  35 11 38.26264(N)    109 06 53.65669(W) AD(       ) 1
 FP0580  NAD 27      -  35 11 38.16400(N)    109 06 51.33800(W) AD(       ) 1
 FP0580  NGVD 29 (07/19/86) 2095.7    (m)         6876.     (f) VERT ANG    3  
 FP0580
 FP0580.Superseded values are not recommended for survey control.
 FP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0580.See file dsdata.txt to determine how the superseded data were derived.
 FP0580
 FP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD7162296181(NAD 83)
 FP0580_MARKER: DS = TRIANGULATION STATION DISK
 FP0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0580+STABILITY: SURFACE MOTION
 FP0580
 FP0580  HISTORY     - Date     Condition        Report By
 FP0580  HISTORY     - 1919     MONUMENTED       CGS
 FP0580  HISTORY     - 1936     GOOD             CGS
 FP0580  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FP0580  HISTORY     - 1982     GOOD             AZDT
 FP0580
 FP0580                          STATION DESCRIPTION
 FP0580
 FP0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0580'THE STATION IS ABOUT 12 MILES, AIR LINE, E BY S OF SANDERS,
 FP0580'10 MILES, AIR LINE, SE OF HOUCK, 4 MILES E OF E.H. BARGMANS RANCH
 FP0580'HOUSE, 1 MILE SW OF A WAGON ROAD WHICH LEADS FROM HOUCK TO
 FP0580'ZUNI AND OVER WHICH TRUCKS CANNOT BE DRIVEN ON ACCOUNT OF
 FP0580'LONG STETCHES OF DEEP SAND, IN SEC. 26, T. 21 N, R. 30 E, AND
 FP0580'ON A FLAT, SANDY, WOODED RIDGE WHICH IS THE HIGHEST IN THE
 FP0580'VICINITY.  STATION MARK WAS STAMPED 1919, BUT WAS NOT
 FP0580'OCCUPIED UNTIL 1920.
 FP0580'
 FP0580'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE.
 FP0580'UNDERGROUND MARK IS A BOTTLE SET IN CONCRETE.
 FP0580'
 FP0580'IN 1919, A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION, MARKED
 FP0580'WITH A COPPER NAIL IN THE STUMP OF A DEAD CEDAR TREE, WAS
 FP0580'REPORTED TO BE 10.265 METERS (33.68 FEET) FROM THE STATION
 FP0580'N 09 DEG 04 MIN E.
 FP0580'
 FP0580'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FP0580'
 FP0580'REFERENCE MARK NO. 1 IS 36.44 FEET FROM THE STATION S 40 DEG 03 MIN E.
 FP0580'
 FP0580'REFERENCE MARK NO. 2 IS 59.33 FEET FROM THE STATION S 41 DEG 25 MIN W.
 FP0580'
 FP0580'IN 1936 AN AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 FP0580'WAS ESTABLISHED 8 FEET N OF A TRUCK
 FP0580'TRAIL WHERE IT MAKES A SHARP TURN AROUND A CEDAR TREE, 2.2
 FP0580'MILES BY TRAIL FROM THE STATION S 79 DEG 51 MIN W.
 FP0580'
 FP0580'ELEVATION 2,177.3 METERS (6,974 FEET).
 FP0580
 FP0580                          STATION RECOVERY (1959)
 FP0580
 FP0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0580'THE STATION WAS RECOVERED AND THE FOLLOWING CHANGES HAVE BEEN
 FP0580'MADE.  THE STATION MARK DISK HAD BEEN DAMAGED, A NEW DISK WAS
 FP0580'CEMENTED IN THE EXACT POSITION.  THE DISK AT REFERENCE MARK
 FP0580'NO. 2 HAD BEEN REMOVED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.
 FP0580'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED,
 FP0580'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS
 FP0580'SEARCHED FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK WAS
 FP0580'ESTABLISHED.
 FP0580'
 FP0580'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FP0580'
 FP0580'THE STATION IS ABOUT 12 MILES SOUTHWEST OF SANDERS AND ABOUT
 FP0580'8 MILES SOUTHEAST OF HOUCK ON A SANDY WOODED RIDGE.
 FP0580'
 FP0580'TO REACH THE STATION FROM THE POST OFFICE AT HOUCK GO EAST
 FP0580'ON U.S. HIGHWAY 66 FOR 2.7 MILES TO A T ROAD RIGHT, TURN
 FP0580'RIGHT AND GO SOUTHEAST FOR 0.6 MILE TO A FORK JUST AFTER
 FP0580'CROSSING THE RIVER.  TAKE RIGHT FORK AND FOLLOW THE TRACK ROAD
 FP0580'SOUTHWESTERLY 0.9 MILE TO A FORK, TAKE LEFT FORK, SOUTH, 0.2
 FP0580'MILE TO SOME HOUSES ON THE RIGHT.  CONTINUE SOUTH ON TRACK ROAD
 FP0580'FOR 0.8 MILE TO A FORK, TAKE RIGHT FORK, SOUTH, 0.3 MILE TO A
 FP0580'WINDMILL AND LARGE METAL TANK.  PASS TO THE LEFT OF THE TANK
 FP0580'AND FOLLOW THE ZUNI-HOUCK ROAD SOUTH FOR 4.15 MILES TO A
 FP0580'FORK, TAKE RIGHT FORK LEAVING THE MAIN TRAVELED ROAD AND GO
 FP0580'SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK, WEST,
 FP0580'0.3 MILE TO AN OLD HOGAN AND AZIMUTH MARK ON THE RIGHT.
 FP0580'FROM HERE FOLLOW THE DIM TRACK ROAD THRU STUMPS AND BRUSH
 FP0580'GOING SOUTH 0.3 MILE TO THE END OF TRUCK TRAVEL.  THEN
 FP0580'PACK SOUTHWEST FOR ABOUT 1/4 HOUR TO THE FIRST SUMMIT AND
 FP0580'THE STATION.
 FP0580'
 FP0580'THE STATION MARK, STAMPED CRAFTON 1920 1959, IS A STANDARD
 FP0580'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FP0580'PROJECTS 1 INCH.  IT IS 3 FEET NORTH OF A POLE 10 FEET HIGH
 FP0580'WITH A TRIANGLE BLAZE AND 2 FEET EAST OF A WITNESS POST.
 FP0580'
 FP0580'REFERENCE MARK 3, STAMPED CRAFTON NO 3 1920 1959, IS A STANDARD
 FP0580'DISK WELDED TO THE TOP OF A 2-INCH PIPE THAT PROJECTS 2
 FP0580'INCHES.  IT IS 3 FEET BELOW STATION ELEVATION.
 FP0580'
 FP0580'REFERENCE MARK 4, STAMPED CRAFTON NO 4 1920 1959, IS A STANDARD
 FP0580'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FP0580'PROJECTS 6 INCHES.
 FP0580'
 FP0580'THE AZIMUTH MARK, STAMPED CRAFTON 1920 RESET 1959, IS A
 FP0580'STANDARD DISK WELDED TO THE TOP OF A 2-INCH PIPE THAT PROJECTS
 FP0580'6 INCHES.  IT IS 140 FEET NORTHEAST OF THE HOGAN.
 FP0580
 FP0580                          STATION RECOVERY (1982)
 FP0580
 FP0580'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0580'THE STATION WAS RECOVERED AND USED FOR A CHECK ANGLE.  NO OBSERVATIONS
 FP0580'WERE TAKEN CONCERNING THE REFERENCE MARKS OR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1255 ***********************************************************************
 DB1255  DESIGNATION -  CRAG
 DB1255  PID         -  DB1255
 DB1255  STATE/COUNTY-  AZ/YUMA
 DB1255  USGS QUAD   -  LIGURTA (1965)
 DB1255
 DB1255                         *CURRENT SURVEY CONTROL
 DB1255  ___________________________________________________________________
 DB1255* NAD 83(1992)-  32 39 37.46826(N)    114 18 57.76541(W)     ADJUSTED  
 DB1255* NAVD 88     -       246.8    (meters)     810.     (feet)  VERTCON   
 DB1255  ___________________________________________________________________
 DB1255  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DB1255  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1255  HORZ ORDER  -  SECOND
 DB1255
 DB1255.The horizontal coordinates were established by classical geodetic methods
 DB1255.and adjusted by the National Geodetic Survey in August 1993.
 DB1255
 DB1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1255
 DB1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1255
 DB1255.The geoid height was determined by GEOID03.
 DB1255
 DB1255;                    North         East     Units Scale Factor Converg.
 DB1255;SPC AZ W     -   184,241.733   160,262.645   MT  0.99996809   -0 18 19.7
 DB1255;SPC AZ W     -   604,467.63    525,796.08   iFT  0.99996809   -0 18 19.7
 DB1255;UTM  11      - 3,616,823.854   751,718.615   MT  1.00038138   +1 26 57.1
 DB1255
 DB1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1255!SPC AZ W     -   0.99996650  x   0.99996809  =   0.99993459
 DB1255!UTM  11      -   0.99996650  x   1.00038138  =   1.00034787
 DB1255
 DB1255:                Primary Azimuth Mark                     Grid Az
 DB1255:SPC AZ W     -  L 353                                    040 06 54.4
 DB1255:UTM  11      -  L 353                                    038 21 37.6
 DB1255
 DB1255|---------------------------------------------------------------------|
 DB1255| PID    Reference Object                     Distance      Geod. Az  |
 DB1255|                                                           dddmmss.s |
 DB1255| DB0176 L 353                               APPROX. 2.0 KM 0394834.7 |
 DB1255| CE9217 CRAG RM 1                            21.603 METERS 20901     |
 DB1255| CE9218 CRAG RM 2                            17.010 METERS 28803     |
 DB1255|---------------------------------------------------------------------|
 DB1255
 DB1255                          SUPERSEDED SURVEY CONTROL
 DB1255
 DB1255  NAD 83(1986)-  32 39 37.47154(N)    114 18 57.77437(W) AD(       ) 2
 DB1255  NAD 27      -  32 39 37.30230(N)    114 18 54.98140(W) AD(       ) 2
 DB1255  NGVD 29 (07/19/86)  246.1    (m)          807.     (f) VERT ANG    3  
 DB1255
 DB1255.Superseded values are not recommended for survey control.
 DB1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1255.See file dsdata.txt to determine how the superseded data were derived.
 DB1255
 DB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5171916824(NAD 83)
 DB1255_MARKER: DE = TRAVERSE STATION DISK
 DB1255_SETTING: 66 = SET IN ROCK OUTCROP
 DB1255_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DB1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1255
 DB1255  HISTORY     - Date     Condition        Report By
 DB1255  HISTORY     - 1960     MONUMENTED       CGS
 DB1255  HISTORY     - 1981     GOOD             NGS
 DB1255
 DB1255                          STATION DESCRIPTION
 DB1255
 DB1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1255'THE STATION IS ON THE EAST SLOPE OF THE GILA MOUNTAINS, ABOUT
 DB1255'24 MILES EAST OF YUMA, 11 MILES WEST OF WELLTON AND 0.6
 DB1255'MILE EAST OF THE POINT WHERE U.S. HIGHWAY 80 CROSSES OVER
 DB1255'THE SUMMIT OF THE MOUNTAINS.  IT IS ON THE TOP OF A SMALL ROCK
 DB1255'KNOB WHICH PROJECTS FROM A SADDLE IN A RIDGE WHICH DESCENDS
 DB1255'NORTHEASTERLY FROM THE CREST OF THE GILA MOUNTAINS.
 DB1255'
 DB1255'TO REACH THE STATION FROM THE LIGURTA SERVICE STATION AND
 DB1255'GARAGE, DRIVE WEST ON U.S. HIGHWAY 80 FOR 2.1 MILES TO A
 DB1255'GRAVELED SIDE ROAD ON THE LEFT, JUST EAST OF THE SUMMIT OF
 DB1255'THE MOUNTAIN.  TURN LEFT AND DRIVE SOUTHEAST AND SOUTH DOWN
 DB1255'THE CANYON ON THE GRAVELED ROAD FOR 0.6 MILE TO A STEEP
 DB1255'RAVINE ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK
 DB1255'EAST-SOUTHEAST ALONG A DIM TRAIL UP THE RAVINE FOR ABOUT 10 MINUTES
 DB1255'TO THE TOP OF THE SMALL ROCK KNOB IN THE SADDLE OF THE
 DB1255'RIDGE AND THE STATION.
 DB1255'
 DB1255'THE STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK,
 DB1255'STAMPED CRAG 1960, CEMENTED IN A DRILL HOLE ABOUT 6 INCHES
 DB1255'BELOW THE SURFACE OF THE ROCK KNOB.  IT IS 4 FEET SOUTH OF
 DB1255'THE NORTH END OF THE KNOB.
 DB1255'
 DB1255'REFERENCE MARK 1, STAMPED CRAG NO 1 1960, IS A STANDARD
 DB1255'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 DB1255'WHICH IS FLUSH WITH THE SURFACE OF THE RIDGE.  IT IS ABOUT
 DB1255'8 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DB1255'
 DB1255'REFERENCE MARK 2, STAMPED CRAG NO 2 1960, IS A STANDARD
 DB1255'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 DB1255'IS FLUSH WITH THE SURFACE TO THE SOUTHEAST AND DESCENDS
 DB1255'ABRUPTLY FOR 2 FEET TO THE NORTHWEST.  IT IS ABOUT 15 FEET
 DB1255'LOWER IN ELEVATION THAN THE STATION MARK.
 DB1255'
 DB1255'SLOPE DISTANCES WERE MEASURED TO REFERENCE MARKS 1 AND 2
 DB1255'AND THE DISTANCES REDUCED TO HORIZONTAL.
 DB1255
 DB1255                          STATION RECOVERY (1981)
 DB1255
 DB1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1255'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0971 ***********************************************************************
 FR0971  DESIGNATION -  CRAGGY PEAK HUALPAI RANGE
 FR0971  PID         -  FR0971
 FR0971  STATE/COUNTY-  AZ/MOHAVE
 FR0971  USGS QUAD   -  DEAN PEAK (1980)
 FR0971
 FR0971                         *CURRENT SURVEY CONTROL
 FR0971  ___________________________________________________________________
 FR0971* NAD 83(1992)-  35 07 03.31433(N)    113 52 05.40590(W)     ADJUSTED  
 FR0971* NAVD 88     -              **(meters)            **(feet)            
 FR0971  ___________________________________________________________________
 FR0971  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 FR0971  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FR0971  HORZ ORDER  -  THIRD
 FR0971
 FR0971.The horizontal coordinates were established by classical geodetic methods
 FR0971.and adjusted by the National Geodetic Survey in August 1993.
 FR0971
 FR0971
 FR0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0971
 FR0971.The geoid height was determined by GEOID03.
 FR0971
 FR0971;                    North         East     Units Scale Factor Converg.
 FR0971;SPC AZ W     -   456,639.854   202,588.802   MT  0.99993476   -0 04 04.7
 FR0971;SPC AZ W     - 1,498,162.25    664,661.42   iFT  0.99993476   -0 04 04.7
 FR0971;UTM  12      - 3,889,848.585   238,612.644   MT  1.00044212   -1 39 03.1
 FR0971
 FR0971                          SUPERSEDED SURVEY CONTROL
 FR0971
 FR0971  NAD 83(1986)-  35 07 03.32224(N)    113 52 05.41231(W) AD(       ) 4
 FR0971  NAD 27      -  35 07 03.31400(N)    113 52 02.59500(W) AD(       ) 3
 FR0971
 FR0971.Superseded values are not recommended for survey control.
 FR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0971.See file dsdata.txt to determine how the superseded data were derived.
 FR0971
 FR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3861389849(NAD 83)
 FR0971_MARKER: 03 = MOUNTAIN PEAK
 FR0971
 FR0971  HISTORY     - Date     Condition        Report By
 FR0971  HISTORY     - 1948     FIRST OBSERVED   CGS
 FR0971  HISTORY     - 1961     GOOD             CGS
 FR0971
 FR0971                          STATION DESCRIPTION
 FR0971
 FR0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0971'THE STATION IS THE TOP OF A HIGH, SHARP, ROCKY PEAK ON THE EASTERN
 FR0971'SIDE OF THE HUALPAI MOUNTAIN RANGE.  IT IS APPROXIMATELY 15
 FR0971'MILES, EAST SOUTHEAST OF KINGMAN, AND ABOUT 4 MILES NORTHEAST
 FR0971'OF TRIANGULATION STATION HUALPAI 1925.
 FR0971'
 FR0971'THIS POINT IS EASILY SEEN FROM KINGMAN AS THE MOST EASTERLY OF
 FR0971'A GROUP OF HIGH PEAKS.
 FR0971'
 FR0971'THE CENTER OF THE TIP OF THE PEAK WAS USED FOR THE TARGET.
 FR0971
 FR0971                          STATION RECOVERY (1961)
 FR0971
 FR0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0971'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1886 ***********************************************************************
 DU1886  DESIGNATION -  CRAIG RESET
 DU1886  PID         -  DU1886
 DU1886  STATE/COUNTY-  AZ/PINAL
 DU1886  USGS QUAD   -  PINAL RANCH (1979)
 DU1886
 DU1886                         *CURRENT SURVEY CONTROL
 DU1886  ___________________________________________________________________
 DU1886* NAD 83(1992)-  33 21 16.76474(N)    110 59 50.40672(W)     ADJUSTED  
 DU1886* NAVD 88     -      1560.3    (meters)    5119.     (feet)  VERTCON   
 DU1886  ___________________________________________________________________
 DU1886  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 DU1886  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DU1886  HORZ ORDER  -  THIRD
 DU1886
 DU1886.The horizontal coordinates were established by classical geodetic methods
 DU1886.and adjusted by the National Geodetic Survey in August 1993.
 DU1886
 DU1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1886
 DU1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1886
 DU1886.The geoid height was determined by GEOID03.
 DU1886
 DU1886;                    North         East     Units Scale Factor Converg.
 DU1886;SPC AZ C     -   261,459.194   298,922.013   MT  0.99999023   +0 30 19.8
 DU1886;SPC AZ C     -   857,805.75    980,715.27   iFT  0.99999023   +0 30 19.8
 DU1886;SPC AZ E     -   261,389.899   136,050.073   MT  0.99997366   -0 27 24.3
 DU1886;SPC AZ E     -   857,578.41    446,358.51   iFT  0.99997366   -0 27 24.3
 DU1886;UTM  12      - 3,690,605.362   500,247.934   MT  0.99960000   +0 00 05.3
 DU1886
 DU1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1886!SPC AZ C     -   0.99975946  x   0.99999023  =   0.99974970
 DU1886!SPC AZ E     -   0.99975946  x   0.99997366  =   0.99973313
 DU1886!UTM  12      -   0.99975946  x   0.99960000  =   0.99935956
 DU1886
 DU1886:                Primary Azimuth Mark                     Grid Az
 DU1886:SPC AZ C     -  HUTTON                                   172 29 33.4
 DU1886:SPC AZ E     -  HUTTON                                   173 27 17.5
 DU1886:UTM  12      -  HUTTON                                   172 59 47.9
 DU1886
 DU1886|---------------------------------------------------------------------|
 DU1886| PID    Reference Object                     Distance      Geod. Az  |
 DU1886|                                                           dddmmss.s |
 DU1886| DU1891 HUTTON                              APPROX. 3.0 KM 1725953.2 |
 DU1886|---------------------------------------------------------------------|
 DU1886
 DU1886                          SUPERSEDED SURVEY CONTROL
 DU1886
 DU1886  NAD 83(1986)-  33 21 16.76030(N)    110 59 50.40713(W) AD(       ) 3
 DU1886  NGVD 29 (09/20/88) 1559.6    (m)         5117.     (f) VERT ANG    3  
 DU1886
 DU1886.Superseded values are not recommended for survey control.
 DU1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1886.See file dsdata.txt to determine how the superseded data were derived.
 DU1886
 DU1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0024890605(NAD 83)
 DU1886_MARKER: N = NAIL
 DU1886_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU1886_SP_SET: OBJECT IMBEDDED IN GROUND
 DU1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1886
 DU1886  HISTORY     - Date     Condition        Report By
 DU1886  HISTORY     - 1946     MONUMENTED       USGS
 DU1886
 DU1886                          STATION DESCRIPTION
 DU1886
 DU1886'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1886'LOCATED ABOUT 1 MI W. OF POINT WHERE U.S. HWYS. 60 AND 70 CROSS
 DU1886'THE GILA-PINAL COUNTY LINE, 0.75 MI N. OF PINAL RANCH.  ON ROCKY
 DU1886'TOP OF MAIN DIVIDE BETWEEN PINTO CREEK AND QUEEN CREEK DRAINAGES.
 DU1886'7 FT. N. OF CENTER OF HIGHEST PART OF BARE, FLAT SUMMIT WHICH IS
 DU1886'ABOUT 15 FT. IN DIAMETER WITH BOULDERS AND CLUMPS OF BRUSH AT ITS
 DU1886'OUTER EDGES.  PEAK IS VISIBLE FROM PINAL RANCH BY LOOKING THROUGH
 DU1886'LOW SADDLE IN RIDGE TO S. OF STATION.
 DU1886'
 DU1886'TO REACH FROM THE GILA-PINAL COUNTY LINE CROSSING ON U.S. HWYS.
 DU1886'60 AND 70, FOLLOW HWY. 0.7 MI SW. AND TURN RIGHT OFF HWY. AT
 DU1886'FORKS OF RD. LEADING THROUGH CATTLEGUARD AT Y. S. CLARK MAILBOX.
 DU1886'FOLLOW THIS RD. 0.25 MI TO FORKS AND LEAVE TRUCK.  BEAR LEFT (W.)
 DU1886'AND GO THROUGH LOW SADDLE AND THROUGH FENCE AT CORNER BY JUNIPER
 DU1886'TREE.  BEAR RIGHT AND GO UP DRAIN FOR SHORT DISTANCE, CROSS DRAIN
 DU1886'AND CLIMB TO SUMMIT AND STATION.
 DU1886'
 DU1886'RECOVERED.  STATION MARK REPLACED BY TABLET.
 DU1886'
 DU1886'STATION MARK--STANDARD TABLET STAMPED---CRAIG 1946---, CEMENTED IN
 DU1886'BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0504 ***********************************************************************
 ER0504  DESIGNATION -  CRATER
 ER0504  PID         -  ER0504
 ER0504  STATE/COUNTY-  AZ/APACHE
 ER0504  USGS QUAD   -  CERRO HUECO (1984)
 ER0504
 ER0504                         *CURRENT SURVEY CONTROL
 ER0504  ___________________________________________________________________
 ER0504* NAD 83(1992)-  34 15 06.12494(N)    109 35 07.69005(W)     ADJUSTED  
 ER0504* NAVD 88     -      2572.0    (meters)    8438.     (feet)  VERTCON   
 ER0504  ___________________________________________________________________
 ER0504  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 ER0504  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ER0504  HORZ ORDER  -  FIRST
 ER0504
 ER0504.The horizontal coordinates were established by classical geodetic methods
 ER0504.and adjusted by the National Geodetic Survey in August 1993.
 ER0504
 ER0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0504
 ER0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0504
 ER0504.The geoid height was determined by GEOID03.
 ER0504
 ER0504;                    North         East     Units Scale Factor Converg.
 ER0504;SPC AZ E     -   360,723.758   266,889.879   MT  0.99993531   +0 19 37.6
 ER0504;SPC AZ E     - 1,183,476.90    875,622.96   iFT  0.99993531   +0 19 37.6
 ER0504;UTM  12      - 3,790,969.718   630,247.172   MT  0.99980911   +0 47 46.5
 ER0504
 ER0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0504!SPC AZ E     -   0.99959999  x   0.99993531  =   0.99953533
 ER0504!UTM  12      -   0.99959999  x   0.99980911  =   0.99940918
 ER0504
 ER0504:                Primary Azimuth Mark                     Grid Az
 ER0504:SPC AZ E     -  CRATER AZ MK                             018 23 01.8
 ER0504:UTM  12      -  CRATER AZ MK                             017 54 52.9
 ER0504
 ER0504|---------------------------------------------------------------------|
 ER0504| PID    Reference Object                     Distance      Geod. Az  |
 ER0504|                                                           dddmmss.s |
 ER0504| CD2725 CRATER AZ MK                                       0184239.4 |
 ER0504| CD2726 CRATER RM 1                          10.608 METERS 21244     |
 ER0504| ER0523 VERNON                              APPROX.14.3 KM 2671724.5 |
 ER0504| CD2727 CRATER RM 2                          15.173 METERS 32357     |
 ER0504|---------------------------------------------------------------------|
 ER0504
 ER0504                          SUPERSEDED SURVEY CONTROL
 ER0504
 ER0504  NAD 83(1986)-  34 15 06.12253(N)    109 35 07.69738(W) AD(       ) 1
 ER0504  NAD 27      -  34 15 05.96400(N)    109 35 05.34800(W) AD(       ) 1
 ER0504  NGVD 29 (07/19/86) 2571.0    (m)         8435.     (f) VERT ANG    3  
 ER0504
 ER0504.Superseded values are not recommended for survey control.
 ER0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0504.See file dsdata.txt to determine how the superseded data were derived.
 ER0504
 ER0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3024790970(NAD 83)
 ER0504_MARKER: DD = SURVEY DISK
 ER0504_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ER0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0504
 ER0504  HISTORY     - Date     Condition        Report By
 ER0504  HISTORY     - 1936     MONUMENTED       CGS
 ER0504  HISTORY     - 1978     GOOD             AZDT
 ER0504  HISTORY     - 1981     GOOD             AZDT
 ER0504  HISTORY     - 20010117 MARK NOT FOUND   LOCSUR
 ER0504
 ER0504                          STATION DESCRIPTION
 ER0504
 ER0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0504'STATION IS ABOUT 19 MILES NORTHWEST OF SPRINGERVILLE AND 6
 ER0504'MILES EAST OF VERNON, ON THE SUMMIT OF A LARGE HILL WHICH HAS
 ER0504'A LARGE CRATER IN ITS TOP.  STATION IS IN SEC. 21, OR POSSIBLY
 ER0504'22, T. 10 N., R. 26 E., LAND OWNERSHIP UNKNOWN.
 ER0504'
 ER0504'TO REACH STATION FROM VERNON GO EAST ON U.S. HIGHWAY 60 FOR 6.0
 ER0504'MILES, HERE THE STATION IS 1 MILE SOUTH OF THE HIGHWAY ON TOP
 ER0504'OF HIGH HILL.  AT THE TIME OF OCCUPATION OF STATION THERE WAS
 ER0504'A ROAD LEADING SOUTH FROM THIS POINT, BUT THE HIGHWAY DEPARTMENT
 ER0504'IS BUILDING FENCE ALONG THEIR RIGHT-OF-WAY AND WHERE GATE WILL
 ER0504'BE IS UNKNOWN.  LOOK FOR GATE IN SOUTH RIGHT-OF-WAY FENCE LINE
 ER0504'AND GO ACROSS COUNTRY ABOUT 1/2 MILE TO BASE OF HILL AND END OF
 ER0504'TRUCK TRAVEL.  HERE PACK UP HILL TO NORTHEAST SIDE AND STATION
 ER0504'ON HIGHEST POINT.  MARK PROJECTS ABOUT 10 INCHES AND IS ABOUT
 ER0504'12 PACES SOUTHWEST OF LONE PINE TREE.
 ER0504'
 ER0504'REFERENCE MARK NO. 1 IS 34.95 FEET SOUTHWEST OF STATION.
 ER0504'PROJECTS ABOUT 9 INCHES.
 ER0504'
 ER0504'REFERENCE MARK NO. 2 IS 49.68 FEET NORTHWEST OF STATION.
 ER0504'PROJECTS ABOUT 8 INCHES.
 ER0504'
 ER0504'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTH OF THE STATION,
 ER0504'125 FEET NORTH OF U.S. HIGHWAY 60, 60 FEET NORTH OF RIGHT-OF-WAY
 ER0504'FENCE, IN TOP OF SADDLE NORTH OF HIGHWAY 60.  PROJECTS ABOUT
 ER0504'14 INCHES.
 ER0504'
 ER0504'THERE IS NO UNDERGROUND MARK.
 ER0504'
 ER0504'HEIGHT OF LIGHT ABOVE STATION MARK - 0.0 METERS.
 ER0504
 ER0504                          STATION RECOVERY (1978)
 ER0504
 ER0504'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0504'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 ER0504'THE STATION MARK WAS FOUND IN FAIR CONDITION, SOLID BUT CAP HAD BEEN
 ER0504'BEAT ON.  THE ROCK THAT RM 2 IS CEMENTED TO IS LOOSE TO A KICK.
 ER0504'AZIMUTH MARK IN GOOD CONDITION BUT OBSCURED FROM STATION BY A LARGE
 ER0504'PINION TREE.  A NEW TO REACH DESCRIPTION FOLLOWS.
 ER0504'
 ER0504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 61 AND 60, 11
 ER0504'MILES EAST OF SHOW LOW, TRAVEL EAST ON HWY. 60 FOR 15 MILES TO TOWN OF
 ER0504'VERNON, FROM THE STORE AND GAS STATION IN VERNON, CONTINUE EAST ON
 ER0504'HWY. 60 FOR 3.5 MILES TO A GATE AND ROAD ON THE RIGHT, PASS THROUGH
 ER0504'GATE IN R/W FENCE AND FOLLOW DIRT ROAD SOUTHEAST TO EAST SLOPE OF A
 ER0504'HIGH CINDER HILL AND CONTINUE UP SLOPE TO WITHIN 300 FEET OF TOP AND
 ER0504'END OF TRUCK TRAVEL.  FOUR-WHEEL DRIVE NEEDED.
 ER0504
 ER0504                          STATION RECOVERY (1981)
 ER0504
 ER0504'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ER0504'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ER0504
 ER0504                          STATION RECOVERY (2001)
 ER0504
 ER0504'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (FGS)
 ER0504'RM1 AND AZ MARK ARE EXTANT AND UNDISTURBED.
 ER0504'CRATER AND RM2 ARE MISSING. HOLES REMAIN WHERE MONUMENTS WERE REMOVED.
 ER0504' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2060 ***********************************************************************
 DV2060  DESIGNATION -  CRATER
 DV2060  PID         -  DV2060
 DV2060  STATE/COUNTY-  AZ/YAVAPAI
 DV2060  USGS QUAD   -  GARFIAS MOUNTAIN (1964)
 DV2060
 DV2060                         *CURRENT SURVEY CONTROL
 DV2060  ___________________________________________________________________
 DV2060* NAD 83(1992)-  33 59 22.44717(N)    112 29 01.78928(W)     ADJUSTED  
 DV2060* NAVD 88     -      1392.1    (meters)    4567.     (feet)  VERTCON   
 DV2060  ___________________________________________________________________
 DV2060  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DV2060  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DV2060  HORZ ORDER  -  SECOND
 DV2060
 DV2060.The horizontal coordinates were established by classical geodetic methods
 DV2060.and adjusted by the National Geodetic Survey in August 1993.
 DV2060
 DV2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2060
 DV2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2060
 DV2060.The geoid height was determined by GEOID03.
 DV2060
 DV2060;                    North         East     Units Scale Factor Converg.
 DV2060;SPC AZ C     -   331,641.885   160,961.217   MT  0.99993384   -0 19 01.5
 DV2060;SPC AZ C     - 1,088,063.93    528,087.98   iFT  0.99993384   -0 19 01.5
 DV2060;UTM  12      - 3,761,991.612   362,948.944   MT  0.99983154   -0 49 46.7
 DV2060
 DV2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2060!SPC AZ C     -   0.99978605  x   0.99993384  =   0.99971990
 DV2060!UTM  12      -   0.99978605  x   0.99983154  =   0.99961762
 DV2060
 DV2060|---------------------------------------------------------------------|
 DV2060| PID    Reference Object                     Distance      Geod. Az  |
 DV2060|                                                           dddmmss.s |
 DV2060| CH5031 CRATER RM 2                           3.321 METERS 10352     |
 DV2060| CH5030 CRATER RM 1                           6.291 METERS 18033     |
 DV2060| DV2166 ORION                               APPROX.15.2 KM 2160432.6 |
 DV2060|---------------------------------------------------------------------|
 DV2060
 DV2060                          SUPERSEDED SURVEY CONTROL
 DV2060
 DV2060  NAD 83(1986)-  33 59 22.44424(N)    112 29 01.79193(W) AD(       ) 2
 DV2060  NAD 27      -  33 59 22.32815(N)    112 28 59.17184(W) AD(       ) 2
 DV2060  NGVD 29 (07/19/86) 1391.4    (m)         4565.     (f) VERT ANG    3  
 DV2060
 DV2060.Superseded values are not recommended for survey control.
 DV2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2060.See file dsdata.txt to determine how the superseded data were derived.
 DV2060
 DV2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6294961992(NAD 83)
 DV2060_MARKER: DD = SURVEY DISK
 DV2060_SETTING: 66 = SET IN ROCK OUTCROP
 DV2060
 DV2060  HISTORY     - Date     Condition        Report By
 DV2060  HISTORY     - 1969     MONUMENTED       USGS
 DV2060
 DV2060                          STATION DESCRIPTION
 DV2060
 DV2060'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JJW)
 DV2060'LOCATED ABOUT 13 MI. (AIRLINE) E. OF WICKENBURG.  ABOUT 12 MI. NE.
 DV2060'OF MORRISTOWN.  ABOUT 3 MI. W. OF CRATER CANYON.  ABOUT 2 MI. S. OF
 DV2060'CASTLE CREEK.  ON THE HIGHEST POINT IN AREA.
 DV2060'
 DV2060'REACHED BY HELICOPTER IN 1969.
 DV2060'
 DV2060'TO REACH FROM MORRISTOWN, GO NW. ALONG CASTLE HOT SPRINGS RD. FOR
 DV2060'ABOUT 13 MI. TO RANCH AND DEEP WASH ON W. SIDE OF RD.  GO W. UP
 DV2060'DRAIN FOR ABOUT 2 MI. TO TOP OF RIDGE AND END OF TRUCK TRAVEL.  PACK
 DV2060'NE.  UP RIDGE FOR 0.5 MI. TO HIGHEST POINT AND STATION.
 DV2060'
 DV2060'STATION MARK--A STANDARD USGS TABLET STAMPED CRATER 1963 SET IN
 DV2060'CONCRETE IN DRILL HOLE IN BEDROCK.
 DV2060'
 DV2060'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 DV2060'NO 1 1963 SET IN ROCK, 6.17 FT. LOWER THAN STATION.
 DV2060'
 DV2060'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 DV2060'NO 2 1963 SET IN ROCK, 1.5 FT. HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1274 ***********************************************************************
 DA1274  DESIGNATION -  CRATER
 DA1274  PID         -  DA1274
 DA1274  STATE/COUNTY-  AZ/MARICOPA
 DA1274  USGS QUAD   -  MIDWAY SW (1986)
 DA1274
 DA1274                         *CURRENT SURVEY CONTROL
 DA1274  ___________________________________________________________________
 DA1274* NAD 83(1992)-  32 32 52.23608(N)    112 54 10.22401(W)     ADJUSTED  
 DA1274* NAVD 88     -       535.3    (meters)    1756.     (feet)  VERTCON   
 DA1274  ___________________________________________________________________
 DA1274  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DA1274  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DA1274  HORZ ORDER  -  THIRD
 DA1274
 DA1274.The horizontal coordinates were established by classical geodetic methods
 DA1274.and adjusted by the National Geodetic Survey in August 1993.
 DA1274
 DA1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1274
 DA1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1274
 DA1274.The geoid height was determined by GEOID03.
 DA1274
 DA1274;                    North         East     Units Scale Factor Converg.
 DA1274;SPC AZ C     -   172,041.050   120,739.045   MT  1.00000575   -0 31 50.2
 DA1274;SPC AZ C     -   564,439.14    396,125.48   iFT  1.00000575   -0 31 50.2
 DA1274;UTM  12      - 3,602,759.189   321,329.550   MT  0.99999366   -1 01 26.4
 DA1274
 DA1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1274!SPC AZ C     -   0.99992092  x   1.00000575  =   0.99992667
 DA1274!UTM  12      -   0.99992092  x   0.99999366  =   0.99991458
 DA1274
 DA1274:                Primary Azimuth Mark                     Grid Az
 DA1274:SPC AZ C     -  SNEED                                    206 41 34.3
 DA1274:UTM  12      -  SNEED                                    207 11 10.5
 DA1274
 DA1274|---------------------------------------------------------------------|
 DA1274| PID    Reference Object                     Distance      Geod. Az  |
 DA1274|                                                           dddmmss.s |
 DA1274| DA1544 SNEED                               APPROX.12.0 KM 2060944.1 |
 DA1274|---------------------------------------------------------------------|
 DA1274
 DA1274                          SUPERSEDED SURVEY CONTROL
 DA1274
 DA1274  NAD 83(1986)-  32 32 52.22186(N)    112 54 10.23195(W) AD(       ) 3
 DA1274  NGVD 29 (06/20/88)  534.6    (m)         1754.     (f) VERT ANG    3  
 DA1274
 DA1274.Superseded values are not recommended for survey control.
 DA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1274.See file dsdata.txt to determine how the superseded data were derived.
 DA1274
 DA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2133002759(NAD 83)
 DA1274_MARKER: DS = TRIANGULATION STATION DISK
 DA1274_SETTING: 66 = SET IN ROCK OUTCROP
 DA1274_SP_SET: SET IN BEDROCK
 DA1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1274+STABILITY: POSITION/ELEVATION WELL
 DA1274
 DA1274  HISTORY     - Date     Condition        Report By
 DA1274  HISTORY     - 1948     MONUMENTED       USGS
 DA1274
 DA1274                          STATION DESCRIPTION
 DA1274
 DA1274'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1274'LOCATED ABOUT 28.5 MI S. AND 13.0 MI W. OF GILA BEND.  ON HIGHEST
 DA1274'OF THREE PEAKS IN CRATER RANGE.
 DA1274'
 DA1274'TO REACH FROM GILA BEND ON STATE HWY. 86, DRIVE 30.4 MI S.  TURN
 DA1274'RIGHT 1.7 MI W. ALONG OLD RD. TO S. OF RANGE.  WALK N. TO TOP OF
 DA1274'HILL, HIGHEST POINT IN VICINITY, AND STATION.
 DA1274'
 DA1274'STATION MARK--STANDARD TABLET STAMPED---CRATER 1948---, CEMENTED IN
 DA1274'SOLID ROCK UNDER 4-FT CAIRN.
 DA1274'
 DA1274'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DA1274'ROCK.
 DA1274'
 DA1274'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 DA1274'ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0584 ***********************************************************************
 FP0584  DESIGNATION -  CRAWFORD
 FP0584  PID         -  FP0584
 FP0584  STATE/COUNTY-  AZ/APACHE
 FP0584  USGS QUAD   -  TOLAPAI SPRING (1971)
 FP0584
 FP0584                         *CURRENT SURVEY CONTROL
 FP0584  ___________________________________________________________________
 FP0584* NAD 83(1992)-  35 09 51.95886(N)    109 13 51.27443(W)     ADJUSTED  
 FP0584* NAVD 88     -      1922.7    (meters)    6308.     (feet)  VERTCON   
 FP0584  ___________________________________________________________________
 FP0584  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 FP0584  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 FP0584  HORZ ORDER  -  SECOND
 FP0584
 FP0584.The horizontal coordinates were established by classical geodetic methods
 FP0584.and adjusted by the National Geodetic Survey in August 1993.
 FP0584
 FP0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0584
 FP0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0584
 FP0584.The geoid height was determined by GEOID03.
 FP0584
 FP0584;                    North         East     Units Scale Factor Converg.
 FP0584;SPC AZ E     -   462,215.863   298,605.075   MT  0.99998953   +0 32 20.2
 FP0584;SPC AZ E     - 1,516,456.24    979,675.44   iFT  0.99998953   +0 32 20.2
 FP0584;UTM  12      - 3,892,711.115   661,117.514   MT  0.99991993   +1 01 08.7
 FP0584
 FP0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0584!SPC AZ E     -   0.99970184  x   0.99998953  =   0.99969137
 FP0584!UTM  12      -   0.99970184  x   0.99991993  =   0.99962179
 FP0584
 FP0584|---------------------------------------------------------------------|
 FP0584| PID    Reference Object                     Distance      Geod. Az  |
 FP0584|                                                           dddmmss.s |
 FP0584| CD3320 CRAWFORD RM 1                        10.708 METERS 01622     |
 FP0584| CD3319 CRAWFORD AZ MK                                     2190755.2 |
 FP0584| CD3321 CRAWFORD RM 2                         8.181 METERS 26029     |
 FP0584|---------------------------------------------------------------------|
 FP0584
 FP0584                          SUPERSEDED SURVEY CONTROL
 FP0584
 FP0584  NAD 83(1986)-  35 09 51.95625(N)    109 13 51.27215(W) AD(       ) 2
 FP0584  NAD 27      -  35 09 51.85800(N)    109 13 48.93200(W) AD(       ) 2
 FP0584  NGVD 29 (01/29/91) 1921.7    (m)         6305.     (f) VERT ANG    3  
 FP0584
 FP0584.Superseded values are not recommended for survey control.
 FP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0584.See file dsdata.txt to determine how the superseded data were derived.
 FP0584
 FP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6111892711(NAD 83)
 FP0584_MARKER: DS = TRIANGULATION STATION DISK
 FP0584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FP0584+WITH SETTING: INFORMATION.
 FP0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0584
 FP0584  HISTORY     - Date     Condition        Report By
 FP0584  HISTORY     - 1936     MONUMENTED       CGS
 FP0584  HISTORY     - 1982     GOOD             AZDT
 FP0584
 FP0584                          STATION DESCRIPTION
 FP0584
 FP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0584'STATION IS LOCATED ON THE HIGHEST POINT OF A GENTLE SANDY
 FP0584'RAISE IN THE BROAD PLAIN JUST WEST OF THE CRAFTON BREAK, 7
 FP0584'MILES SOUTHEAST OF SANDERS, 16 MILES SOUTHWEST OF LUPTON.
 FP0584'
 FP0584'TO REACH FROM SANDERS GO SOUTH ON STATE HIGHWAY 81 FOR 0.4
 FP0584'MILE, CROSSING RAILROAD TRACK AND RIO PUERCO TO A Y, BEAR
 FP0584'LEFT (RIGHT FORK GOES TO ST. JOHNS) AND GO ALONG IMPROVED
 FP0584'DIRT ROAD FOR 1.6 MILES TO WHERE A RANCH ROAD LEADS OFF TO
 FP0584'THE RIGHT.  TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD IN A
 FP0584'SOUTHERLY DIRECTION FOR 3.1 MILES TO A WINDMILL ON RIGHT,
 FP0584'CONTINUE ON MAIN-TRAVELED FOR 0.2 MILE TO CROSS ROAD AND GATE ON
 FP0584'RIGHT, GO THROUGH GATE AND GO SOUTH ON MAIN-TRAVELED
 FP0584'ROAD FOR 2.0 MILES TO CROSSROADS, CONTINUE ON THIS ROAD FOR
 FP0584'0.5 MILE.  HERE TURN OFF ROAD TO LEFT (EAST) AND GO 2.0
 FP0584'MILES IN AN EASTERLY DIRECTRION TO THE LARGEST OF
 FP0584'TWO HILLS, AND MOST SOUTHERN, LYING JUST SOUTH OF AN
 FP0584'EAST AND WEST FENCE, DRIVE UP WEST SLOPE TO HIGHEST POINT
 FP0584'AND STATION.
 FP0584'
 FP0584'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 4 FEET SOUTHEAST
 FP0584'OF TRAIL.  MARK PROJECTS 5 INCHES.
 FP0584'
 FP0584'REFERENCE MARK NO. 2 IS WEST OF STATION, 10 FEET NORTHEAST
 FP0584'OF CLUMP OF JUNIPERS.  PROJECTS ABOUT 5 INCHES.
 FP0584'
 FP0584'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST-SOUTHWEST OF
 FP0584'STATION, ON GENTLE RAISE, JUST EAST OF CLUMP OF JUNIPER
 FP0584'TREES.  MARK PROJECTS ABOUT 6 INCHES.
 FP0584'
 FP0584'ALL LINES ARE VISIBLE FROM THE GROUND.
 FP0584'
 FP0584'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WELDED
 FP0584'ON TOP OF 30-INCH PIPE.  UNDERGROUND MARK IS A STANDARD DISK IN AN
 FP0584'IRREGULAR MASS OF CONCRETE.
 FP0584'
 FP0584'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FP0584
 FP0584                          STATION RECOVERY (1982)
 FP0584
 FP0584'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0584'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FP0584'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO STATION
 FP0584'FOLLOWS.
 FP0584'
 FP0584'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH
 FP0584'FOR 0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S.HIGHWAY 666.
 FP0584'TRAVEL SOUTH ALONG U.S. 666 FOR 3.8 MILES TO A BLADED ROAD ON THE
 FP0584'LEFT.  TURN LEFT CROSSING A CATTLE GUARD AND TRAVEL EAST 1.25 MILES TO
 FP0584'A CATTLE GUARD ON THE LEFT.  TURN LEFT 100 FEET TO A GATE, PASS
 FP0584'THROUGH GATE AND TRAVEL SOUTH FOR 1.9 MILES TO A RIGHT ANGLE TURN,
 FP0584'CONTINUE 1.35 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.15 MILE TO A
 FP0584'TRAIL ON THE LEFT.  TURN LEFT FOR 1.05 MILES TO A GATE, PASS THROUGH
 FP0584'THE GATE AND CONTINUE 1.2 MILES TO A STOCK TANK AND WINDMILL.  BEAR
 FP0584'RIGHT TO THE SOUTHWEST CORNER OF THE FENCED AREA AND THEN LEFT ON THE
 FP0584'DIM TRACKS LEADING EAST FOR 0.65 MILE TO THE TOP OF THE MOST SOUTHERN
 FP0584'1 OF 2 SMALL HILLS AND THE STATION.  THE PROPERTY OWNER IS MR. WAYNE
 FP0584'WALLACE TELEPHONE 688-2744.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0244 ***********************************************************************
 CZ0244  DESIGNATION -  CRAY
 CZ0244  PID         -  CZ0244
 CZ0244  STATE/COUNTY-  AZ/PIMA
 CZ0244  USGS QUAD   -  TUCSON EAST (1992)
 CZ0244
 CZ0244                         *CURRENT SURVEY CONTROL
 CZ0244  ___________________________________________________________________
 CZ0244* NAD 83(1992)-  32 07 32.01711(N)    110 52 31.59656(W)     ADJUSTED  
 CZ0244* NAVD 88     -       835.14   (+/-2cm)    2740.0    (feet)  VERTCON   
 CZ0244  ___________________________________________________________________
 CZ0244  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CZ0244  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CZ0244  HORZ ORDER  -  SECOND
 CZ0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0244
 CZ0244.The horizontal coordinates were established by classical geodetic methods
 CZ0244.and adjusted by the National Geodetic Survey in August 1993.
 CZ0244
 CZ0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0244.The vertical order pertains to the NGVD 29 superseded value.
 CZ0244
 CZ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0244
 CZ0244.The geoid height was determined by GEOID03.
 CZ0244
 CZ0244;                    North         East     Units Scale Factor Converg.
 CZ0244;SPC AZ C     -   125,263.503   311,606.676   MT  1.00001900   +0 33 13.5
 CZ0244;SPC AZ C     -   410,969.50  1,022,331.61   iFT  1.00001900   +0 33 13.5
 CZ0244;UTM  12      - 3,554,360.035   511,748.971   MT  0.99960170   +0 03 58.5
 CZ0244
 CZ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0244!SPC AZ C     -   0.99987347  x   1.00001900  =   0.99989247
 CZ0244!UTM  12      -   0.99987347  x   0.99960170  =   0.99947522
 CZ0244
 CZ0244|---------------------------------------------------------------------|
 CZ0244| PID    Reference Object                     Distance      Geod. Az  |
 CZ0244|                                                           dddmmss.s |
 CZ0244| CZ1825 HIGHWAY 80 STA 372+90.9 2738.54      14.241 METERS 00804     |
 CZ0244| CZ0246 CRAY RM 1                            22.845 METERS 09234     |
 CZ0244| CC7212 HIGHWAY 80 2707.12                                 3062918.3 |
 CZ0244|---------------------------------------------------------------------|
 CZ0244
 CZ0244                          SUPERSEDED SURVEY CONTROL
 CZ0244
 CZ0244  NAD 83(1986)-  32 07 32.01428(N)    110 52 31.59472(W) AD(       ) 2
 CZ0244  NAD 27      -  32 07 31.73310(N)    110 52 29.28210(W) AD(       ) 2
 CZ0244  NGVD 29 (??/??/92)  834.512  (m)         2737.89   (f) ADJ UNCH    2 0
 CZ0244
 CZ0244.Superseded values are not recommended for survey control.
 CZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0244.See file dsdata.txt to determine how the superseded data were derived.
 CZ0244
 CZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1174954360(NAD 83)
 CZ0244_MARKER: DS = TRIANGULATION STATION DISK
 CZ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0244_STAMPING: CRAY 1960
 CZ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0244+STABILITY: SURFACE MOTION
 CZ0244
 CZ0244  HISTORY     - Date     Condition        Report By
 CZ0244  HISTORY     - 1960     MONUMENTED       CGS
 CZ0244  HISTORY     - 1960     GOOD             CGS
 CZ0244  HISTORY     - 1967     GOOD             AMS
 CZ0244  HISTORY     - 1975     GOOD             NGS
 CZ0244  HISTORY     - 1975     GOOD             NGS
 CZ0244  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0244
 CZ0244                          STATION DESCRIPTION
 CZ0244
 CZ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 CZ0244'THE STATION IS AT THE CRAYCROFT OVERPASS, 6.9 MILES SOUTHEAST
 CZ0244'ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CZ0244'AND 89 IN SOUTH TUCSON, 5 FEET NORTHWEST FROM THE END OF
 CZ0244'THE BRIDGE ABUTMENT AT THE SOUTHWEST GUARDRAIL OF THE WEST
 CZ0244'BOUND LANE, 3 FEET SOUTHWARD OF THE CONCRETE SURFACE OF THE
 CZ0244'BRIDGE APPROACH, 18.3 FEET SOUTH FROM THE CENTERLINE STRIPE,
 CZ0244'SET IN A CYLINDRICAL CONCRETE POST WITH UNDERGROUND MARK,
 CZ0244'PROJECTING 3-INCHES AND STAMPED CRAY 1960, A STANDARD DISK.
 CZ0244'
 CZ0244'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL OF THE
 CZ0244'NORTHERLY GUARD CURB AT ABOUT THE CENTER OF THE OVERPASS
 CZ0244'STRUCTURE, 85 FEET FROM ITS WESTWARD END, STAMPED CRAY NO
 CZ0244'1 1960.  REFERENCE MARK 2 IS A BRONZE DISK OF THE ARIZONA
 CZ0244'HIGHWAY DEPARTMENT SET NEAR THE END OF THE SAME GUARD CURB,
 CZ0244'STAMPED 372 + 90.9 2738.54.
 CZ0244'
 CZ0244'THE AZIMUTH MARK, A BRONZE DISK OF THE ARIZONA HIGHWAY DEPARTMENT
 CZ0244'SET IN THE SOUTHWEST CORNER OF THE GUARD CURB OF A BRIDGE
 CZ0244'CROSSING A LARGE WASH 0.4 MILE WESTWARD FROM THE STATION,
 CZ0244'ON THE WEST BOUND LANE 14.4 FEET FROM THE CENTER LINE OF
 CZ0244'THE HIGHWAY, IS STAMPED 2707.10.
 CZ0244
 CZ0244                          STATION RECOVERY (1960)
 CZ0244
 CZ0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0244'6.9 MI SE FROM TUCSON.
 CZ0244'6.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0244'HIGHWAY 89 AT TUCSON TO THE CRAYCROFT OVERPASS, 74.95 FEET SOUTHWEST
 CZ0244'OF R.M. 1, 46.73 FEET SOUTH OF 372 + 90.9 (AHD), 18.3 FEET SOUTH OF
 CZ0244'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 5 FEET NORTHWEST OF A
 CZ0244'CONCRETE BRIDGE ABUTMENT, SET IN A SQUARE CONCRETE POST PROJECTING 3
 CZ0244'INCHES.
 CZ0244
 CZ0244                          STATION RECOVERY (1967)
 CZ0244
 CZ0244'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ0244'MARK IS LOCATED APPROXIMATELY 36.0 AIRMILES (WNW) OF BENSON,
 CZ0244'ARIZONA.  6.0 AIRMILES (SE) OF INTERSECTION OF U.S. HWY 80
 CZ0244'AND 89 IN SOUTH TUCSON, ARIZONA.
 CZ0244'
 CZ0244'TO REACH MARK FROM INTERSECTION OF U.S. HWY 80 AND U.S. HWY 89 IN
 CZ0244'SOUTH TUCSON, ARIZONA, GO (SE) FOR 6.8 MILES ON U.S. HWY 80
 CZ0244'TO BRIDGE OVER CRAYCROFT ROAD AND STATION SITE.  MARK IS LOCATED
 CZ0244'AT THE (NW) END OF THE BRIDGE ABUTMENT OF THE WESTBOUND LANE
 CZ0244'OF U.S. HWY 80.  1.5 M (NW) OF (NW) BRIDGE ABUTMENT.  5.5 M (NE)
 CZ0244'OF CENTERLINE WESTBOUND LANE OF U.S. HWY 80.  IN THE MEDIAN
 CZ0244'BETWEEN THE EAST- AND WEST-BOUND LANES OF U.S. HWY 80.
 CZ0244'
 CZ0244'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A ROUND
 CZ0244'CONCRETE POST PROTRUDING 0.1 M ABOVE GROUND.  STAMPED CRAY 1960.
 CZ0244'
 CZ0244'R.M. 1 IS A USC AND GS BRONZE DISK SET IN THE CENTER OF THE
 CZ0244'NORTHERLY GUARD CURB OF THE WESTBOUND LANE OF U.S. HWY 80
 CZ0244'PROTRUDING 0.30 M.  STAMPED CRAY NO 1 1960.  IT IS LOCATED
 CZ0244'22.855 M (E) OF MARK AND A DE OF
 CZ0244'+0.07 M.
 CZ0244'
 CZ0244'R.M. 2 IS AN ARIZONA HIGHWAY BM LOCATED ON THE (NW) END
 CZ0244'OF THE SAME GUARD CURB AS R.M. 1.  STAMPED 2738.54 372+90.9.
 CZ0244'IT IS LOCATED 14.427 M (N) OF MARK
 CZ0244'AND A DE OF 0.00 M.
 CZ0244'
 CZ0244'AZIMUTH MARK IS AN ARIZONA HIGHWAY DISK SET IN A GUARD CURB
 CZ0244'PROTRUDING 0.3 M.  STAMPED 2707.12 (NOTE--ORIGINAL STAMP
 CZ0244'WAS 2707.10 AS DESCRIBED.  DISK WAS RE-STAMPED).  ANGLES
 CZ0244'WERE NOT TURNED TO AZ. MK. DUE TO ROAD SIGN OBSTRUCTION.
 CZ0244'IT IS LOCATED APPROXIMATELY 0.4 MILE FROM MARK
 CZ0244'ON THE (SW) CORNER OF GUARD CURB OF A BRIDGE
 CZ0244'CROSSING A LARGE WASH.
 CZ0244'
 CZ0244'CONDITION OF ALL EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CZ0244'IN ALL DIRECTIONS.
 CZ0244
 CZ0244                          STATION RECOVERY (1975)
 CZ0244
 CZ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CZ0244'THE STATION WAS RECOVERED.  THE NORTHEAST CORNER
 CZ0244'OF THE MONUMENT HAS BEEN CHIPPED AND THE DISK SCRAPED BY
 CZ0244'ROAD MACHINERY.  THE DISK HOWEVER STILL REMAINS STURDILY
 CZ0244'IN THE MONUMENT.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 CZ0244'NOT SEARCHED FOR.
 CZ0244'
 CZ0244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.9 MILES
 CZ0244'SE OF TUCSON
 CZ0244
 CZ0244                          STATION RECOVERY (1975)
 CZ0244
 CZ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0244'RECOVERED IN GOOD CONDITION.
 CZ0244
 CZ0244                          STATION RECOVERY (2006)
 CZ0244
 CZ0244'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0244'MARK NOT FOUND.  HIGHWAY CONSTRUCTION MAY HAVE CAUSED LOST MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0246 ***********************************************************************
 CZ0246  DESIGNATION -  CRAY RM 1
 CZ0246  PID         -  CZ0246
 CZ0246  STATE/COUNTY-  AZ/PIMA
 CZ0246  USGS QUAD   -  TUCSON (1992)
 CZ0246
 CZ0246                         *CURRENT SURVEY CONTROL
 CZ0246  ___________________________________________________________________
 CZ0246* NAD 83(1986)-  32 07 33.     (N)    110 52 36.     (W)     SCALED    
 CZ0246* NAVD 88     -       835.30   (+/-2cm)    2740.5    (feet)  VERTCON   
 CZ0246  ___________________________________________________________________
 CZ0246  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0246
 CZ0246.The horizontal coordinates were scaled from a topographic map and have
 CZ0246.an estimated accuracy of +/- 6 seconds.
 CZ0246
 CZ0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0246.The vertical order pertains to the NGVD 29 superseded value.
 CZ0246
 CZ0246.The geoid height was determined by GEOID03.
 CZ0246
 CZ0246;                    North         East    Units  Estimated Accuracy
 CZ0246;SPC AZ C     -   125,290.      311,490.      MT  (+/- 180 meters Scaled)
 CZ0246
 CZ0246                          SUPERSEDED SURVEY CONTROL
 CZ0246
 CZ0246  NGVD 29 (??/??/92)  834.672  (m)         2738.42   (f) ADJ UNCH    2 0
 CZ0246
 CZ0246.Superseded values are not recommended for survey control.
 CZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0246.See file dsdata.txt to determine how the superseded data were derived.
 CZ0246
 CZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA116543(NAD 83)
 CZ0246_MARKER: DR = REFERENCE MARK DISK
 CZ0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0246_SP_SET: BRIDGE CURB
 CZ0246_STAMPING: CRAY NO 1 1960
 CZ0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0246
 CZ0246  HISTORY     - Date     Condition        Report By
 CZ0246  HISTORY     - 1960     MONUMENTED       CGS
 CZ0246
 CZ0246                          STATION DESCRIPTION
 CZ0246
 CZ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0246'6.9 MI SE FROM TUCSON.
 CZ0246'6.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0246'HIGHWAY 89 AT TUCSON TO THE CRAYCROFT OVERPASS, 74.95 FEET NORTHEAST
 CZ0246'OF THE STATION MARK, SET IN A DRILL HOLE IN THE CONCRETE BRIDGE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0677 ***********************************************************************
 DW0677  DESIGNATION -  CRESENT
 DW0677  PID         -  DW0677
 DW0677  STATE/COUNTY-  AZ/LA PAZ
 DW0677  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0677
 DW0677                         *CURRENT SURVEY CONTROL
 DW0677  ___________________________________________________________________
 DW0677* NAD 83(1992)-  33 40 40.96459(N)    114 04 31.40376(W)     ADJUSTED  
 DW0677* NAVD 88     -       463.10   (+/-2cm)    1519.4    (feet)  VERTCON   
 DW0677  ___________________________________________________________________
 DW0677  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 DW0677  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DW0677  HORZ ORDER  -  SECOND
 DW0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0677
 DW0677.The horizontal coordinates were established by classical geodetic methods
 DW0677.and adjusted by the National Geodetic Survey in August 1993.
 DW0677
 DW0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0677.The vertical order pertains to the NGVD 29 superseded value.
 DW0677
 DW0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0677
 DW0677.The geoid height was determined by GEOID03.
 DW0677
 DW0677;                    North         East     Units Scale Factor Converg.
 DW0677;SPC AZ W     -   297,003.827   183,187.934   MT  0.99994455   -0 10 49.6
 DW0677;SPC AZ W     -   974,422.00    601,010.28   iFT  0.99994455   -0 10 49.6
 DW0677;UTM  11      - 3,730,298.634   771,141.742   MT  1.00050644   +1 37 21.9
 DW0677;UTM  12      - 3,730,705.031   214,874.319   MT  1.00060237   -1 42 23.5
 DW0677
 DW0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0677!SPC AZ W     -   0.99993224  x   0.99994455  =   0.99987679
 DW0677!UTM  11      -   0.99993224  x   1.00050644  =   1.00043864
 DW0677!UTM  12      -   0.99993224  x   1.00060237  =   1.00053457
 DW0677
 DW0677|---------------------------------------------------------------------|
 DW0677| PID    Reference Object                     Distance      Geod. Az  |
 DW0677|                                                           dddmmss.s |
 DW0677| DW0676 CRESENT RM 1                         13.014 METERS 05256     |
 DW0677| CE9220 CRESENT RM 2                          8.879 METERS 10042     |
 DW0677| CE9219 CRESENT AZ MK                                      1035639.3 |
 DW0677| DW0678 CRESENT RM 3                         13.171 METERS 32059     |
 DW0677|---------------------------------------------------------------------|
 DW0677
 DW0677                          SUPERSEDED SURVEY CONTROL
 DW0677
 DW0677  NAD 83(1986)-  33 40 40.96148(N)    114 04 31.41238(W) AD(       ) 2
 DW0677  NAD 27      -  33 40 40.86080(N)    114 04 28.62400(W) AD(       ) 2
 DW0677  NGVD 29 (??/??/??)  462.396  (m)         1517.04   (f) ADJUSTED    2 0
 DW0677
 DW0677.Superseded values are not recommended for survey control.
 DW0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0677.See file dsdata.txt to determine how the superseded data were derived.
 DW0677
 DW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7114230299(NAD 83)
 DW0677_MARKER: DS = TRIANGULATION STATION DISK
 DW0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0677_STAMPING: CRESENT 1949
 DW0677_MARK LOGO: CGS   
 DW0677_PROJECTION: PROJECTING 10 CENTIMETERS
 DW0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0677+STABILITY: SURFACE MOTION
 DW0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0677+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0677
 DW0677  HISTORY     - Date     Condition        Report By
 DW0677  HISTORY     - 1949     MONUMENTED       CGS
 DW0677  HISTORY     - 1962     GOOD             CGS
 DW0677  HISTORY     - 1962     GOOD             NGS
 DW0677  HISTORY     - 1971     GOOD             AZHD
 DW0677  HISTORY     - 1981     GOOD             NGS
 DW0677  HISTORY     - 1981     GOOD             NGS
 DW0677  HISTORY     - 1981     GOOD             NGS
 DW0677  HISTORY     - 20090218 GOOD             GEOCAC
 DW0677
 DW0677                          STATION DESCRIPTION
 DW0677
 DW0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0677'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE EAST OF QUARTZSITE
 DW0677'AND 0.15 MILE NORTH OF U.S. HIGHWAY 60 ON THE FLAT AREA JUST
 DW0677'EAST OF A LARGE WASH.  THE STATION MARK PROJECTS 4 INCHES,
 DW0677'IS 12 FEET NORTH-NORTHEAST OF A WHITE WITNESS POST AND IS STAMPED,
 DW0677'CRESENT 1949.
 DW0677'
 DW0677'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS THE SAME ELEVATION
 DW0677'AS THE STATION MARK AND IS STAMPED, CRESENT NO 1 1949.
 DW0677'
 DW0677'REFERENCE MARK NO. 2 PROJECTS 10 INCHES, IS THE SAME ELEVATION
 DW0677'AS THE STATION MARK AND IS STAMPED, CRESENT NO 2 1949.
 DW0677'
 DW0677'THE AZIMUTH MARK PROJECTS 2 FEET, IS SET 20 PACES NORTH OF U.S.
 DW0677'HIGHWAY 60 AND 5 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 DW0677'STAMPED, CRESENT 1949.
 DW0677'
 DW0677'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE.
 DW0677'GO EAST ON U.S. HIGHWAY 60, 9.2 MILE TO A BRIDGE.  CROSS BRIDGE
 DW0677'TURN LEFT, GO NORTH 0.15 MILE TO STATION.  A DRIVE STATION.
 DW0677
 DW0677                          STATION RECOVERY (1962)
 DW0677
 DW0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0677'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION
 DW0677'WITH THE EXCEPTION REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED.
 DW0677'REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  DUE TO CHANGES
 DW0677'IN HIGHWAY A NEW DESCRIPTION FOLLOWS.
 DW0677'
 DW0677'STATION IS LOCATED ABOUT 9 MILES EAST OF QUARTZSITE, ABOUT 300
 DW0677'FEET SOUTH OF U.S. HIGHWAYS 60 AND 70 ON A FLAT AREA JUST EAST
 DW0677'OF A LARGE WASH.
 DW0677'
 DW0677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60,
 DW0677'70 AND 95 IN THE EAST EDGE OF QUARTZSITE, GO EASTERLY ON U.S.
 DW0677'HIGHWAYS 60 AND 70 FOR 1.3 MILES TO DIVIDED HIGHWAY, CONTINUE
 DW0677'EASTERLY FOR 5.8 MILES TO THE END OF DIVIDED HIGHWAY, CONTINUE
 DW0677'EASTERLY FOR 0.85 MILE TO A SMALL BRIDGE OVER A WASH, CONTINUE
 DW0677'EASTERLY FOR 0.3 MILE TO THE STATION ABOUT 300 FEET ON THE
 DW0677'RIGHT.
 DW0677'
 DW0677'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN A
 DW0677'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 DW0677'STAMPED CRESENT 1949.  THE MARK IS 49 FEET EAST OF THE BANK
 DW0677'OF A WASH AND 15 FEET NORTH OF A WITNESS POST.
 DW0677'
 DW0677'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DW0677'IN A BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED CRESENT
 DW0677'NO 1 1949.  THE MARK IS 54.5 FEET NORTH-NORTHEAST OF A WITNESS
 DW0677'POST.
 DW0677'
 DW0677'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DW0677'IN A BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED CRESENT
 DW0677'NO 3 1949.  THE MARK IS 55 FEET NORTHWEST OF A WITNESS POST
 DW0677'AND 30 FEET EAST OF THE BANK OF WASH.
 DW0677'
 DW0677'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN A
 DW0677'BOULDER WHICH PROJECTS 2 FEET AND IS STAMPED CRESENT 1949.
 DW0677'THE MARK IS 20 PACES NORTH OF THE OLD HIGHWAY AND 5 FEET NORTH
 DW0677'OF A WITNESS POST.
 DW0677'
 DW0677'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 DW0677'FOR 0.1 MILE TO THE OLD HIGHWAY, TURN LEFT (EASTERLY)
 DW0677'ON OLD HIGHWAY FOR 0.85 MILE TO THE MARK ON THE HIGHEST PART
 DW0677'OF A ROCKY KNOLL ON THE LEFT.
 DW0677'
 DW0677'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
 DW0677
 DW0677                          STATION RECOVERY (1962)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0677'9.4 MI E FROM QUARTZSITE.
 DW0677'ABOUT 9.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0677'OFFICE AT QUARTZSITE, 266 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DW0677'15.7 FEET SOUTH OF A WOODEN WITNESS POST, AND IS SET IN TOP OF A
 DW0677'CONCRETE POST PROJECTING 3 INCHES.
 DW0677
 DW0677                          STATION RECOVERY (1971)
 DW0677
 DW0677'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0677'GENERAL LOCATION ABOUT 9 MILES EAST OF QUARTZITE, ARIZONA.
 DW0677'
 DW0677'TO REACH FROM GOLD NUGGET ROAD OVERPASS, ALONG INT. 10,
 DW0677'SOUTH ON GOLD NUGGET ROAD, THENCE EAST ON THE OLD HIGHWAY
 DW0677'FOR 0.7 MILES AND TO THE NORTH FOR 0.1 MILES TO THE STATION,
 DW0677'MARKED BY A USC AND GS SIGN.
 DW0677'
 DW0677'STATION MARK IS A STANDARD USC AND GS TRIANGULATION
 DW0677'BRASS CAP, SET IN A 12 IN SQUARE POST, UP 0.4 FT, STAMPED,
 DW0677'CRESENT 1949.
 DW0677'
 DW0677'REFERENCE MARKS ARE STANDARD USC AND GS REFERENCE MARK
 DW0677'BRASS CAPS, STAMPED, CRESENT NO 1 1949 AND CRESENT NO 3 1949
 DW0677'AND RESPECTIVELY 43 FT NORTHEAST OF AND 43 FT NORTHWEST OF
 DW0677'THE STATION MARK.
 DW0677'
 DW0677'AZIMUTH MARK CONTINUE 0.95 MILES ON THE OLD ROAD TO A
 DW0677'ROCK POINT AND TO THE AZIMUTH MARK ON THE LEFT AND THE HILL
 DW0677'TOP ABOUT 60 FT NORTH OF THE OLD ROAD, SET IN A BOULDER, A
 DW0677'STANDARD REFERENCE MARK BRASS CAP, STAMPED, CRESENT 1949.
 DW0677
 DW0677                          STATION RECOVERY (1981)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0677'THE STATION, RM 1 AND RM 3 WERE FOUND AS DESCRIBED.
 DW0677
 DW0677                          STATION RECOVERY (1981)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0677'THE STATION, RM 1 AND RM 3 WERE RECOVERED AS DECSRIBED.
 DW0677
 DW0677                          STATION RECOVERY (1981)
 DW0677
 DW0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0677'13.5 KM (8.4 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0677'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY
 DW0677'MILEPOST 27, SET IN TOP OF THE EAST EDGE OF A WASH, 82.3 METERS (270
 DW0677'FT) SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANES, 36.0 METERS (118
 DW0677'FT) SOUTH OF THE RIGHT-OF-WAY FENCE, 13.2 METERS (43.2 FT)
 DW0677'SOUTH-SOUTHWEST OF REFERENCE MARK 3, 12.9 METERS (42.7 FT)
 DW0677'WEST-SOUTHWEST OF REFERENCE MARK 1.  NOTE-MARK NOT LEVELED TO THIS
 DW0677'SURVEY.
 DW0677'THE MARK IS 4.8 METERS  N FROM  4 X 4 WOODEN WITNESS POS
 DW0677'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 DW0677
 DW0677                          STATION RECOVERY (2009)
 DW0677
 DW0677'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0677'RECOVERED STATION CRESENT ALONG WITH RM 1,
 DW0677'RM 3 AND AZIMUTH MARK ALL IN GOOD CONDITION.
 DW0677'HANDHELD GPSR (HH2) INDICATED COORDINATES FOR
 DW0677'THE AZIMUTH MARK OF N 33 40 28.8 W 114 03 32.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0676 ***********************************************************************
 DW0676  DESIGNATION -  CRESENT RM 1
 DW0676  PID         -  DW0676
 DW0676  STATE/COUNTY-  AZ/LA PAZ
 DW0676  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0676
 DW0676                         *CURRENT SURVEY CONTROL
 DW0676  ___________________________________________________________________
 DW0676* NAD 83(1986)-  33 40 41.     (N)    114 04 32.     (W)     SCALED    
 DW0676* NAVD 88     -       462.88   (+/-2cm)    1518.6    (feet)  VERTCON   
 DW0676  ___________________________________________________________________
 DW0676  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DW0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0676
 DW0676.The horizontal coordinates were scaled from a topographic map and have
 DW0676.an estimated accuracy of +/- 6 seconds.
 DW0676
 DW0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0676.The vertical order pertains to the NGVD 29 superseded value.
 DW0676
 DW0676.The geoid height was determined by GEOID03.
 DW0676
 DW0676;                    North         East    Units  Estimated Accuracy
 DW0676;SPC AZ W     -   297,010.      183,170.      MT  (+/- 180 meters Scaled)
 DW0676
 DW0676                          SUPERSEDED SURVEY CONTROL
 DW0676
 DW0676  NGVD 29 (??/??/??)  462.178  (m)         1516.33   (f) ADJUSTED    2 0
 DW0676
 DW0676.Superseded values are not recommended for survey control.
 DW0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0676.See file dsdata.txt to determine how the superseded data were derived.
 DW0676
 DW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT711302(NAD 83)
 DW0676_MARKER: DR = REFERENCE MARK DISK
 DW0676_SETTING: 80 = SET IN A BOULDER
 DW0676_SP_SET: BOULDER
 DW0676_STAMPING: CRESENT NO 1 1949
 DW0676_MARK LOGO: CGS   
 DW0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0676+STABILITY: SURFACE MOTION
 DW0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0676+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0676
 DW0676  HISTORY     - Date     Condition        Report By
 DW0676  HISTORY     - 1949     MONUMENTED       CGS
 DW0676  HISTORY     - 1962     GOOD             NGS
 DW0676  HISTORY     - 1981     GOOD             NGS
 DW0676  HISTORY     - 20090218 GOOD             GEOCAC
 DW0676
 DW0676                          STATION DESCRIPTION
 DW0676
 DW0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0676'9.4 MI E FROM QUARTZSITE.
 DW0676'ABOUT 9.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0676'POST OFFICE AT QUARTZSITE, 242 FEET SOUTH OF THE CENTER OF THE
 DW0676'HIGHWAY, 42.7 FEET NORTHEAST OF TRIANGULATION STATION CRESENT,
 DW0676'54.7 FEET NORTHEAST OF A WOODEN WITNESS POST, AND IS SET IN TOP
 DW0676'OF A 2 BY 2 FOOT ROCK PROJECTING 0.5 FOOT.
 DW0676
 DW0676                          STATION RECOVERY (1981)
 DW0676
 DW0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0676'13.5 KM (8.4 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0676'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY
 DW0676'MILEPOST 27, ON THE EAST EDGE OF A WASH, SET IN TOP OF A 2 X 2 FOOT
 DW0676'BOULDER PROJECTING 0.5 FOOT, 75.3 METERS (247 FT) SOUTH OF THE
 DW0676'CENTERLINE OF THE EAST-BOUND LANES, 29.0 METERS (95.0 FT) SOUTH OF THE
 DW0676'RIGHT-OF-WAY FENCE, 12.9 METERS (42.7 FT) EAST-NORTHEAST OF THE
 DW0676'TRIANGULATION. NOTE-MARK NOT LEVELED TO THIS SURVEY.
 DW0676'THE MARK IS 17.4 METERS  NE FROM  4 X 4 WOODEN WITNESS POS
 DW0676'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 DW0676
 DW0676                          STATION RECOVERY (2009)
 DW0676
 DW0676'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0678 ***********************************************************************
 DW0678  DESIGNATION -  CRESENT RM 3
 DW0678  PID         -  DW0678
 DW0678  STATE/COUNTY-  AZ/LA PAZ
 DW0678  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0678
 DW0678                         *CURRENT SURVEY CONTROL
 DW0678  ___________________________________________________________________
 DW0678* NAD 83(1986)-  33 40 41.     (N)    114 04 32.     (W)     SCALED    
 DW0678* NAVD 88     -       462.68   (+/-2cm)    1518.0    (feet)  VERTCON   
 DW0678  ___________________________________________________________________
 DW0678  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DW0678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0678
 DW0678.The horizontal coordinates were scaled from a topographic map and have
 DW0678.an estimated accuracy of +/- 6 seconds.
 DW0678
 DW0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0678.The vertical order pertains to the NGVD 29 superseded value.
 DW0678
 DW0678.The geoid height was determined by GEOID03.
 DW0678
 DW0678;                    North         East    Units  Estimated Accuracy
 DW0678;SPC AZ W     -   297,010.      183,170.      MT  (+/- 180 meters Scaled)
 DW0678
 DW0678                          SUPERSEDED SURVEY CONTROL
 DW0678
 DW0678  NGVD 29 (??/??/??)  461.978  (m)         1515.67   (f) ADJUSTED    2 0
 DW0678
 DW0678.Superseded values are not recommended for survey control.
 DW0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0678.See file dsdata.txt to determine how the superseded data were derived.
 DW0678
 DW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT711302(NAD 83)
 DW0678_MARKER: DR = REFERENCE MARK DISK
 DW0678_SETTING: 80 = SET IN A BOULDER
 DW0678_SP_SET: BOULDER
 DW0678_STAMPING: CRESENT NO3 1949
 DW0678_MARK LOGO: CGS   
 DW0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0678+STABILITY: SURFACE MOTION
 DW0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0678+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0678
 DW0678  HISTORY     - Date     Condition        Report By
 DW0678  HISTORY     - 1949     MONUMENTED       CGS
 DW0678  HISTORY     - 1962     GOOD             NGS
 DW0678  HISTORY     - 1981     GOOD             NGS
 DW0678  HISTORY     - 20090218 GOOD             GEOCAC
 DW0678
 DW0678                          STATION DESCRIPTION
 DW0678
 DW0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0678'9.4 MI E FROM QUARTZSITE.
 DW0678'ABOUT 9.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0678'POST OFFICE AT QUARTZSITE, 231 FEET SOUTH OF THE CENTER OF THE
 DW0678'HIGHWAY, 43.2 FEET NORTH NORTHWEST OF TRIANGULATION STATION
 DW0678'CRESENT, 55.4 FEET NORTH NORTHWEST OF A WOODEN WITNESS POST, AND
 DW0678'IS SET IN TOP OF A 2 BY 2 FOOT ROCK PROJECTING 5 INCHES.
 DW0678
 DW0678                          STATION RECOVERY (1981)
 DW0678
 DW0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0678'13.5 KM (8.4 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0678'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) EAST OF HIGHWAY
 DW0678'MILEPOST 27, ON TOP OF THE EAST EDGE OF A WASH, SET IN TOP OF A 1 X 2
 DW0678'FOOT BOULDER PROJECTING 0.3 FOOT, 71.6 METERS (235 FT) SOUTH OF THE
 DW0678'CENTERLINE OF THE EAST-BOUND LANES, 25.3 METERS (83.0 FT) SOUTH OF THE
 DW0678'RIGHT-OF-WAY FENCE, 13.2 METERS (43.2 FT) NORTH-NORTHWEST OF THE
 DW0678'TRIANGULATION STATION, NOTE-MARK NOT LEVELED TO THIS SURVEY.
 DW0678'THE MARK IS 16.8 METERS  NW FROM  4 X 4 WOODEN WITNESS POS
 DW0678'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 DW0678
 DW0678                          STATION RECOVERY (2009)
 DW0678
 DW0678'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0266 ***********************************************************************
 ET0266  DESIGNATION -  CREST
 ET0266  PID         -  ET0266
 ET0266  STATE/COUNTY-  AZ/YAVAPAI
 ET0266  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0266
 ET0266                         *CURRENT SURVEY CONTROL
 ET0266  ___________________________________________________________________
 ET0266* NAD 83(1992)-  34 04 49.31960(N)    112 08 47.63278(W)     ADJUSTED  
 ET0266* NAVD 88     -       670.39   (+/-2cm)    2199.4    (feet)  VERTCON   
 ET0266  ___________________________________________________________________
 ET0266  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 ET0266  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0266  HORZ ORDER  -  SECOND
 ET0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0266
 ET0266.The horizontal coordinates were established by classical geodetic methods
 ET0266.and adjusted by the National Geodetic Survey in August 1993.
 ET0266
 ET0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0266.The vertical order pertains to the NGVD 29 superseded value.
 ET0266
 ET0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0266
 ET0266.The geoid height was determined by GEOID03.
 ET0266
 ET0266;                    North         East     Units Scale Factor Converg.
 ET0266;SPC AZ C     -   341,591.319   192,143.046   MT  0.99990555   -0 07 43.8
 ET0266;SPC AZ C     - 1,120,706.43    630,390.57   iFT  0.99990555   -0 07 43.8
 ET0266;UTM  12      - 3,771,660.078   394,214.409   MT  0.99973795   -0 38 33.2
 ET0266
 ET0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0266!SPC AZ C     -   0.99989918  x   0.99990555  =   0.99980474
 ET0266!UTM  12      -   0.99989918  x   0.99973795  =   0.99963715
 ET0266
 ET0266:                Primary Azimuth Mark                     Grid Az
 ET0266:SPC AZ C     -  POINT                                    069 40 50.2
 ET0266:UTM  12      -  POINT                                    070 11 39.6
 ET0266
 ET0266|---------------------------------------------------------------------|
 ET0266| PID    Reference Object                     Distance      Geod. Az  |
 ET0266|                                                           dddmmss.s |
 ET0266| ET0926 POINT                               APPROX. 5.6 KM 0693306.4 |
 ET0266| ET0267 CREST RM 1                           10.063 METERS 14731     |
 ET0266| ET0265 CREST RM 2                           13.097 METERS 21815     |
 ET0266|---------------------------------------------------------------------|
 ET0266
 ET0266                          SUPERSEDED SURVEY CONTROL
 ET0266
 ET0266  NAD 83(1986)-  34 04 49.31394(N)    112 08 47.63480(W) AD(       ) 2
 ET0266  NAD 27      -  34 04 49.18820(N)    112 08 45.05510(W) AD(       ) 2
 ET0266  NGVD 29 (??/??/92)  669.768  (m)         2197.40   (f) ADJ UNCH    2 0
 ET0266
 ET0266.Superseded values are not recommended for survey control.
 ET0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0266.See file dsdata.txt to determine how the superseded data were derived.
 ET0266
 ET0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9421471660(NAD 83)
 ET0266_MARKER: DS = TRIANGULATION STATION DISK
 ET0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0266_SP_SET: MONUMENT
 ET0266_STAMPING: CREST 1958
 ET0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0266+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 ET0266
 ET0266  HISTORY     - Date     Condition        Report By
 ET0266  HISTORY     - 1959     MONUMENTED       CGS
 ET0266  HISTORY     - 1959     GOOD             NGS
 ET0266  HISTORY     - 20070113 GOOD             USPSQD
 ET0266  HISTORY     - 20080222 GOOD             GEOCAC
 ET0266
 ET0266                          STATION DESCRIPTION
 ET0266
 ET0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0266'THE STATION IS ON THE HIGHEST PART OF A HILL ABOUT 1 MILE NORTH
 ET0266'OF BLACK CANYON AND 0.1 MILE EAST OF STATE HIGHWAY 69, ON A
 ET0266'FLAT GRADED AREA BENEATH A POWER TRANSMISSION LINE.
 ET0266'
 ET0266'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON, GO
 ET0266'NORTHERLY ON ARIZONA STATE HIGHWAY 69 FOR 1.3 MILES TO A GRADED
 ET0266'ROAD ON THE RIGHT.  TURN RIGHT ACROSS A STOCK GUARD AND FOLLOW
 ET0266'THE MAIN ROAD SOUTHEASTERLY FOR 0.25 MILE TO SUMMIT DRIVE, TURN
 ET0266'RIGHT AND FOLLOW SUMMIT DRIVE SOUTHERLY FOR 0.3 MILE TO THE TOP
 ET0266'OF THE GRADE AND RIDGECREST DRIVE.  TURN RIGHT ON RIDGECREST
 ET0266'DRIVE AND GO WESTERLY FOR 0.15 MILE TO A ROAD BENEATH THE
 ET0266'HIGH-LINE.  TURN RIGHT AND FOLLOW THE SERVICE ROAD NORTH FOR
 ET0266'0.05 MILE TO THE STATION ON THE RIGHT.
 ET0266'
 ET0266'THE STATION MARK IS A STANDARD DISK STAMPED CREST 1958, SET IN
 ET0266'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 129
 ET0266'FEET SOUTH OF THE SOUTH LEG OF A STEEL POWER TRANSMISSION TOWER,
 ET0266'48 FEET EAST OF THE CENTER OF THE SERVICE ROAD AND 7.0 FEET
 ET0266'EAST OF A WITNESS POST.
 ET0266'
 ET0266'R.M. 1 IS A STANDARD DISK STAMPED CREST NO 1 1958, SET IN A
 ET0266'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 39.3
 ET0266'FEET SOUTHEAST OF THE WITNESS POST.
 ET0266'
 ET0266'R.M. 2 IS A STANDARD DISK STAMPED CREST NO 2 1958, SET IN A
 ET0266'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 42.3 FEET
 ET0266'SOUTH OF THE WITNESS POST.
 ET0266'
 ET0266'TRIANGULATION STATION POINT CAN BE USED AS AN AZIMUTH MARK.
 ET0266'(SEE DESCRIPTION THEREOF.)
 ET0266
 ET0266                          STATION RECOVERY (1959)
 ET0266
 ET0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0266'1.0 MI N FROM BLACK CANYON.
 ET0266'1.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0266'CANYON, THENCE GO 0.25 MILE SOUTHEASTERLY ON THE MAIN GRADED ROAD TO
 ET0266'SUMMIT DRIVE, THENCE SOUTH 0.3 MILE ON SUMMIT DRIVE TO THE TOP OF THE
 ET0266'GRADE AND RIDGECREST DRIVE, THENCE GO WESTERLY 0.15 MILE ON RIDGECREST
 ET0266'DRIVE TO A ROAD BENEATH THE HIGH-LINE, 129 FEET SOUTH OF THE SOUTH LEG
 ET0266'OF A STEEL POWER TRANSMISSION TOWER, 48 FEET EAST OF THE CENTER OF THE
 ET0266'SERVICE ROAD, 7 FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A
 ET0266'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 ET0266
 ET0266                          STATION RECOVERY (2007)
 ET0266
 ET0266'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0266'RECOVERED AS DESCRIBED
 ET0266
 ET0266                          STATION RECOVERY (2008)
 ET0266
 ET0266'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0266'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0266'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE - HIGHWAY 69 IS
 ET0266'CALLED SOUTH OLD BLACK CANYON HIGHWAY, AND THE MAIN GRADED ROAD IS
 ET0266'CALLED SOUTH COLDWATER ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1444 ***********************************************************************
 DA1444  DESIGNATION -  CREST
 DA1444  PID         -  DA1444
 DA1444  STATE/COUNTY-  AZ/PINAL
 DA1444  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA1444
 DA1444                         *CURRENT SURVEY CONTROL
 DA1444  ___________________________________________________________________
 DA1444* NAD 83(1992)-  32 49 56.69755(N)    112 09 18.85289(W)     ADJUSTED  
 DA1444* NAVD 88     -       627.8    (meters)    2060.     (feet)  VERTCON   
 DA1444  ___________________________________________________________________
 DA1444  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DA1444  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA1444  HORZ ORDER  -  FIRST
 DA1444
 DA1444.The horizontal coordinates were established by classical geodetic methods
 DA1444.and adjusted by the National Geodetic Survey in August 1993.
 DA1444
 DA1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1444
 DA1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1444
 DA1444.The geoid height was determined by GEOID03.
 DA1444
 DA1444;                    North         East     Units Scale Factor Converg.
 DA1444;SPC AZ C     -   203,193.048   191,024.997   MT  0.99990615   -0 07 45.7
 DA1444;SPC AZ C     -   666,643.86    626,722.43   iFT  0.99990615   -0 07 45.7
 DA1444;UTM  12      - 3,633,299.862   391,875.984   MT  0.99974415   -0 37 35.1
 DA1444
 DA1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1444!SPC AZ C     -   0.99990623  x   0.99990615  =   0.99981238
 DA1444!UTM  12      -   0.99990623  x   0.99974415  =   0.99965040
 DA1444
 DA1444|---------------------------------------------------------------------|
 DA1444| PID    Reference Object                     Distance      Geod. Az  |
 DA1444|                                                           dddmmss.s |
 DA1444| CH5032 CREST RM 1                           12.866 METERS 03654     |
 DA1444| DA0090 CREST AZ MK                                        0631617.2 |
 DA1444| CH5033 CREST RM 2                            9.738 METERS 32823     |
 DA1444| DA1446 CREST RM A                           26.756 METERS 34143     |
 DA1444|---------------------------------------------------------------------|
 DA1444
 DA1444                          SUPERSEDED SURVEY CONTROL
 DA1444
 DA1444  NAD 83(1986)-  32 49 56.68865(N)    112 09 18.85479(W) AD(       ) 1
 DA1444  NAD 27      -  32 49 56.51370(N)    112 09 16.35020(W) AD(       ) 1
 DA1444  NGVD 29 (07/19/86)  627.1    (m)         2057.     (f) VERT ANG    3  
 DA1444
 DA1444.Superseded values are not recommended for survey control.
 DA1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1444.See file dsdata.txt to determine how the superseded data were derived.
 DA1444
 DA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9187633300(NAD 83)
 DA1444_MARKER: DS = TRIANGULATION STATION DISK
 DA1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1444
 DA1444  HISTORY     - Date     Condition        Report By
 DA1444  HISTORY     - 1960     MONUMENTED       CGS
 DA1444  HISTORY     - 1961     GOOD             CGS
 DA1444  HISTORY     - 1968     GOOD             AMS
 DA1444  HISTORY     - 1971     GOOD             NGS
 DA1444
 DA1444                          STATION DESCRIPTION
 DA1444
 DA1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1444'THE STATION MARK IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF
 DA1444'STANFIELD AND 0.15 MILE SOUTH OF ARIZONA STATE HIGHWAY 84, ON
 DA1444'THE CREST OF A SMALL NORTH-SOUTH RIDGE.
 DA1444'
 DA1444'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD, GO
 DA1444'WEST ON ARIZONA STATE HIGHWAY 84 FOR 11.0 MILES TO A REST
 DA1444'AREA AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY
 DA1444'FOR 0.6 MILE TO METAL GATES IN THE RIGHT-OF-WAY FENCES ON
 DA1444'BOTH SIDES OF THE ROAD.  GO THROUGH THE GATE ON THE LEFT AND
 DA1444'DRIVE OR PACK SOUTHWARD TO THE HIGHEST PART OF THE RIDGE
 DA1444'AND THE STATION.  THE GATE WAS LOCKED WHEN THE STATION WAS
 DA1444'OCCUPIED.
 DA1444'
 DA1444'THE STATION MARK IS A STANDARD DISK STAMPED CREST 1960, SET
 DA1444'IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 DA1444'AND IS 4.1 FEET SOUTH OF A WITNESS POST.
 DA1444'
 DA1444'R.M. 1 IS A STANDARD DISK STAMPED CREST NO 1 1960, SET IN
 DA1444'A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 DA1444'
 DA1444'R.M. 2 IS A STANDARD DISK STAMPED CREST NO 2 1960, SET IN
 DA1444'A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 DA1444'
 DA1444'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CREST 1960, SET
 DA1444'IN A DRILL HOLE IN THE 9-INCH CURBING ON THE SOUTH SIDE
 DA1444'OF THE EXIT DRIVEWAY OF THE REST AREA, 190 FEET EAST OF THE
 DA1444'WEST TERMINUS AND 2 FEET NORTH OF A SIGN MERGING TRAFFIC.
 DA1444
 DA1444                          STATION RECOVERY (1961)
 DA1444
 DA1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 DA1444'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION
 DA1444'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 DA1444'
 DA1444'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DA1444
 DA1444                          STATION RECOVERY (1968)
 DA1444
 DA1444'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 DA1444'RECOVERED AS DESCRIBED
 DA1444'
 DA1444'DESCRIPTION IS ADEQUATE
 DA1444'
 DA1444'R.M. NO 1 PUB. DIST. = 42.18
 DA1444'
 DA1444'R.M. NO 2 PUB. DIST. = 31.92
 DA1444'
 DA1444'R.M. NO 1 CHECK DIST = 42.20
 DA1444'
 DA1444'R.M. NO 2 CHECK DIST = 31.90
 DA1444'
 DA1444'AZIMUTH RECOVERED ALSO IN GOOD CONDITION.
 DA1444
 DA1444                          STATION RECOVERY (1971)
 DA1444
 DA1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1444'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DA1444'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A GREATER DISTANCE TO
 DA1444'REFERENCE MARK 1 OF 0.011 METER AND A GREATER DISTANCE OF 0.009
 DA1444'METER IN THE DISTANCE TO REFERENCE MARK 2 WERE NOTED AND VERIFIED AT
 DA1444'THIS TIME.  A DIFFERENCE OF MINUTES IN THE DIRECTION REFERENCE
 DA1444'MARK 2 WAS NOTED AT THIS DATE.  A COMPLETE NEW DESCRIPTION
 DA1444'FOLLOWS--
 DA1444'
 DA1444'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF STANFIELD, 1.3
 DA1444'MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 8 AND STATE HIGHWAY
 DA1444'84, ON PROPERTY OWNED BY THE U. S. GOVERNMENT, CONTROLLED BY THE
 DA1444'BUREAU OF LAND MANAGEMENT AND LEASED BY MR. MARION GETZWILLER,
 DA1444'CASA GRANDE, ARIZONA.
 DA1444'
 DA1444'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 8
 DA1444'AND STATE HIGHWAY 84 ABOUT 10.5 MILES SOUTHWEST OF STANFIELD GO
 DA1444'WEST ON INTERSTATE HIGHWAY 8 FOR 2.0 MILES TO THE AZIMUTH MARK ON
 DA1444'THE RIGHT AT THE WEST EXIT OF A REST AREA.  CONTINUE WEST ON
 DA1444'INTERSTATE HIGHWAY 8 FOR 0.6 MILE TO A CROSSOVER IN THE MEDIAN OF
 DA1444'THE HIGHWAY.  TURN LEFT AND GO SOUTH CROSSING THE EAST-BOUND LANE
 DA1444'FOR 0.1 MILE TO A GATE IN THE RIGHT-OF-WAY FENCE.  PASS THROUGH THE
 DA1444'GATE AND GO SOUTHEASTERLY ON THE TRACK ROAD FOR 0.35 MILE TO
 DA1444'THE TOP OF THE RIDGE AND THE STATION.
 DA1444'
 DA1444'THE STATION MARK IS A STANDARD DISK STAMPED CREST 1960, SET IN THE
 DA1444'TOP OF A ROUND CONCRETE MONUMENT THAT IS 6 INCHES IN DIAMETER AND IS
 DA1444'FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET SOUTH OF A METAL
 DA1444'WITNESS POST WITH SIGN AND ON THE HIGHEST POINT OF THE RIDGE.
 DA1444'
 DA1444'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CREST NO 1 1960, CEMENTED
 DA1444'IN DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES ABOVE THE GROUND
 DA1444'SURFACE.  IT IS 39.5 FEET NORTHEAST OF A METAL WITNESS POST WITH
 DA1444'SIGN AND ABOUT THE SAME ELEVATION AS THE STATION.
 DA1444'
 DA1444'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CREST NO 2 1960, CEMENTED
 DA1444'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES ABOVE THE
 DA1444'GROUND SURFACE.  IT IS 29 FEET NORTH OF A METAL WITNESS POST WITH
 DA1444'SIGN AND THE SAME ELEVATION AS THE STATION.
 DA1444'
 DA1444'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CREST 1960, CEMENTED IN A
 DA1444'DRILL HOLE IN THE CURB ON THE SOUTH SIDE OF THE EXIT TO THE REST
 DA1444'AREA.  IT IS 190 FEET EAST OF THE WEST END OF THE EXIT OF THE REST
 DA1444'AREA, 34 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 DA1444'INTERSTATE HIGHWAY 8, 8 FEET SOUTH OF THE CENTER OF THE EXIT LAND
 DA1444'AND 9 INCHES ABOVE THE ROAD SURFACE.
 DA1444'
 DA1444'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA1444'
 DA1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 DA1444'SOUTHWEST OF STANFIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0090 ***********************************************************************
 DA0090  DESIGNATION -  CREST AZ MK
 DA0090  PID         -  DA0090
 DA0090  STATE/COUNTY-  AZ/PINAL
 DA0090  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0090
 DA0090                         *CURRENT SURVEY CONTROL
 DA0090  ___________________________________________________________________
 DA0090* NAD 83(1986)-  32 50 05.     (N)    112 09 00.     (W)     SCALED    
 DA0090* NAVD 88     -       573.99   (+/-2cm)    1883.2    (feet)  VERTCON   
 DA0090  ___________________________________________________________________
 DA0090  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0090
 DA0090.The horizontal coordinates were scaled from a topographic map and have
 DA0090.an estimated accuracy of +/- 6 seconds.
 DA0090
 DA0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0090.The vertical order pertains to the NGVD 29 superseded value.
 DA0090
 DA0090.The geoid height was determined by GEOID03.
 DA0090
 DA0090;                    North         East    Units  Estimated Accuracy
 DA0090;SPC AZ C     -   203,450.      191,520.      MT  (+/- 180 meters Scaled)
 DA0090
 DA0090                          SUPERSEDED SURVEY CONTROL
 DA0090
 DA0090  NGVD 29 (??/??/92)  573.332  (m)         1881.01   (f) ADJ UNCH    2 0
 DA0090
 DA0090.Superseded values are not recommended for survey control.
 DA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0090.See file dsdata.txt to determine how the superseded data were derived.
 DA0090
 DA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB923335(NAD 83)
 DA0090_MARKER: DZ = AZIMUTH MARK DISK
 DA0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0090_SP_SET: CURB
 DA0090_STAMPING: CREST 1960
 DA0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0090
 DA0090  HISTORY     - Date     Condition        Report By
 DA0090  HISTORY     - 1960     MONUMENTED       CGS
 DA0090  HISTORY     - 1971     GOOD             NGS
 DA0090
 DA0090                          STATION DESCRIPTION
 DA0090
 DA0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0090'11 MI W FROM STANFIELD.
 DA0090'2 MILES WEST ALONG INTERSTATE HIGHWAY 8 FROM THE JUNCTION OF STATE
 DA0090'HIGHWAY 84, 190 FEET EAST OF THE WEST END OF THE REST AREA, 34 FEET
 DA0090'NORTH OF THE CENTER OF THE WEST BOUND LANE, 8 FEET SOUTH OF THE CENTER
 DA0090'OF THE EXIT LANE, SET IN A DRILL HOLE IN THE SOUTH CURB OF THE EXIT
 DA0090'LANE.  CORNER OF NW 1/4, SEC 10, T 7 S, R 2 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0267 ***********************************************************************
 ET0267  DESIGNATION -  CREST RM 1
 ET0267  PID         -  ET0267
 ET0267  STATE/COUNTY-  AZ/YAVAPAI
 ET0267  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0267
 ET0267                         *CURRENT SURVEY CONTROL
 ET0267  ___________________________________________________________________
 ET0267* NAD 83(1986)-  34 04 49.     (N)    112 08 48.     (W)     SCALED    
 ET0267* NAVD 88     -       670.18   (+/-2cm)    2198.7    (feet)  VERTCON   
 ET0267  ___________________________________________________________________
 ET0267  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0267
 ET0267.The horizontal coordinates were scaled from a topographic map and have
 ET0267.an estimated accuracy of +/- 6 seconds.
 ET0267
 ET0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0267.The vertical order pertains to the NGVD 29 superseded value.
 ET0267
 ET0267.The geoid height was determined by GEOID03.
 ET0267
 ET0267;                    North         East    Units  Estimated Accuracy
 ET0267;SPC AZ C     -   341,580.      192,130.      MT  (+/- 180 meters Scaled)
 ET0267
 ET0267                          SUPERSEDED SURVEY CONTROL
 ET0267
 ET0267  NGVD 29 (??/??/92)  669.563  (m)         2196.72   (f) ADJ UNCH    2 0
 ET0267
 ET0267.Superseded values are not recommended for survey control.
 ET0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0267.See file dsdata.txt to determine how the superseded data were derived.
 ET0267
 ET0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942716(NAD 83)
 ET0267_MARKER: DR = REFERENCE MARK DISK
 ET0267_SETTING: 80 = SET IN A BOULDER
 ET0267_SP_SET: BOULDER
 ET0267_STAMPING: CREST NO 1 1958
 ET0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0267+STABILITY: SURFACE MOTION
 ET0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0267+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 ET0267
 ET0267  HISTORY     - Date     Condition        Report By
 ET0267  HISTORY     - 1958     MONUMENTED       CGS
 ET0267  HISTORY     - 1959     GOOD             NGS
 ET0267  HISTORY     - 20070113 GOOD             USPSQD
 ET0267  HISTORY     - 20080222 GOOD             GEOCAC
 ET0267
 ET0267                          STATION DESCRIPTION
 ET0267
 ET0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0267'1.0 MI N FROM BLACK CANYON.
 ET0267'1.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0267'CANYON, THENCE GO 0.25 MILE SOUTHEASTERLY ON THE MAIN GRADED ROAD TO
 ET0267'SUMMIT DRIVE, THENCE SOUTH 0.3 MILE ON SUMITT DRIVE TO THE TOP OF THE
 ET0267'GRADE AND RIDGECREST DRIVE, THENCE GO WESTERLY 0.15 MILE ON RIDGECREST
 ET0267'DRIVE TO A ROAD BENEATH THE HIGH-LINE, 39 FEET SOUTHEAST OF THE
 ET0267'WITNESS POST, SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 ET0267
 ET0267                          STATION RECOVERY (2007)
 ET0267
 ET0267'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0267'RECOVERED AS DESCRIBED
 ET0267
 ET0267                          STATION RECOVERY (2008)
 ET0267
 ET0267'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0267'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0267'THE DESCRIPTION - HIGHWAY 69 IS CALLED SOUTH OLD BLACK CANYON HIGHWAY,
 ET0267'AND THE MAIN GRADED ROAD IS CALLED SOUTH COLDWATER ROAD. HANDHELD
 ET0267'COORDINATES
 ET0267'34 04 49.1 (N)   112 08 47.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0265 ***********************************************************************
 ET0265  DESIGNATION -  CREST RM 2
 ET0265  PID         -  ET0265
 ET0265  STATE/COUNTY-  AZ/YAVAPAI
 ET0265  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0265
 ET0265                         *CURRENT SURVEY CONTROL
 ET0265  ___________________________________________________________________
 ET0265* NAD 83(1986)-  34 04 49.     (N)    112 08 48.     (W)     SCALED    
 ET0265* NAVD 88     -       670.18   (+/-2cm)    2198.7    (feet)  VERTCON   
 ET0265  ___________________________________________________________________
 ET0265  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 ET0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0265
 ET0265.The horizontal coordinates were scaled from a topographic map and have
 ET0265.an estimated accuracy of +/- 6 seconds.
 ET0265
 ET0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0265.The vertical order pertains to the NGVD 29 superseded value.
 ET0265
 ET0265.The geoid height was determined by GEOID03.
 ET0265
 ET0265;                    North         East    Units  Estimated Accuracy
 ET0265;SPC AZ C     -   341,580.      192,130.      MT  (+/- 180 meters Scaled)
 ET0265
 ET0265                          SUPERSEDED SURVEY CONTROL
 ET0265
 ET0265  NGVD 29 (??/??/92)  669.566  (m)         2196.73   (f) ADJ UNCH    2 0
 ET0265
 ET0265.Superseded values are not recommended for survey control.
 ET0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0265.See file dsdata.txt to determine how the superseded data were derived.
 ET0265
 ET0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942716(NAD 83)
 ET0265_MARKER: DR = REFERENCE MARK DISK
 ET0265_SETTING: 80 = SET IN A BOULDER
 ET0265_SP_SET: BOULDER
 ET0265_STAMPING: CREST NO 2 1958
 ET0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0265+STABILITY: SURFACE MOTION
 ET0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0265+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 ET0265
 ET0265  HISTORY     - Date     Condition        Report By
 ET0265  HISTORY     - 1958     MONUMENTED       CGS
 ET0265  HISTORY     - 1959     GOOD             NGS
 ET0265  HISTORY     - 20070113 GOOD             USPSQD
 ET0265  HISTORY     - 20080222 GOOD             GEOCAC
 ET0265
 ET0265                          STATION DESCRIPTION
 ET0265
 ET0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0265'1.0 MI N FROM BLACK CANYON.
 ET0265'1.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0265'CANYON, THENCE GO 0.25 MILE SOUTHEASTERLY ON THE MAIN GRADED ROAD TO
 ET0265'SUMMIT DRIVE, THENCE SOUTH 0.3 MILE ON SUMITT DRIVE TO THE TOP OF THE
 ET0265'GRADE AND RIDGECREST DRIVE, THENCE GO WESTERLY 0.15 MILE ON RIDGECREST
 ET0265'DRIVE TO A ROAD BENEATH THE HIGH-LINE, 42 FEET SOUTH OF THE WITNESS
 ET0265'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 ET0265
 ET0265                          STATION RECOVERY (2007)
 ET0265
 ET0265'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0265'RECOVERED AS DESCRIBED
 ET0265
 ET0265                          STATION RECOVERY (2008)
 ET0265
 ET0265'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0265'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0265'THE DESCRIPTION - HIGHWAY 69 IS CALLED SOUTH OLD BLACK CANYON HIGHWAY,
 ET0265'AND THE MAIN GRADED ROAD IS CALLED SOUTH COLDWATER ROAD. HANDHELD
 ET0265'COORDINATES
 ET0265'34 04 49.1 (N)   112 08 48.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1446 ***********************************************************************
 DA1446  DESIGNATION -  CREST RM A
 DA1446  PID         -  DA1446
 DA1446  STATE/COUNTY-  AZ/PINAL
 DA1446  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA1446
 DA1446                         *CURRENT SURVEY CONTROL
 DA1446  ___________________________________________________________________
 DA1446* NAD 83(1992)-  32 49 57.52224(N)    112 09 19.17561(W)     ADJUSTED  
 DA1446* NAVD 88     -       626.7    (meters)    2056.     (feet)  VERTCON   
 DA1446  ___________________________________________________________________
 DA1446  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DA1446  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA1446  HORZ ORDER  -  FIRST
 DA1446
 DA1446.The horizontal coordinates were established by classical geodetic methods
 DA1446.and adjusted by the National Geodetic Survey in August 1993.
 DA1446
 DA1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1446
 DA1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1446
 DA1446.The geoid height was determined by GEOID03.
 DA1446
 DA1446;                    North         East     Units Scale Factor Converg.
 DA1446;SPC AZ C     -   203,218.470   191,016.662   MT  0.99990615   -0 07 45.8
 DA1446;SPC AZ C     -   666,727.26    626,695.09   iFT  0.99990615   -0 07 45.8
 DA1446;UTM  12      - 3,633,325.351   391,867.871   MT  0.99974417   -0 37 35.3
 DA1446
 DA1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1446!SPC AZ C     -   0.99990640  x   0.99990615  =   0.99981256
 DA1446!UTM  12      -   0.99990640  x   0.99974417  =   0.99965059
 DA1446
 DA1446:                Primary Azimuth Mark                     Grid Az
 DA1446:SPC AZ C     -  LINE                                     090 57 08.2
 DA1446:UTM  12      -  LINE                                     091 26 57.7
 DA1446
 DA1446|---------------------------------------------------------------------|
 DA1446| PID    Reference Object                     Distance      Geod. Az  |
 DA1446|                                                           dddmmss.s |
 DA1446| CZ1206 LINE                                APPROX.14.7 KM 0904922.4 |
 DA1446| DA1444 CREST                                26.756 METERS 16143     |
 DA1446|---------------------------------------------------------------------|
 DA1446
 DA1446                          SUPERSEDED SURVEY CONTROL
 DA1446
 DA1446  NAD 83(1986)-  32 49 57.51355(N)    112 09 19.17759(W) AD(       ) 1
 DA1446  NAD 27      -  32 49 57.33842(N)    112 09 16.67290(W) AD(       ) 1
 DA1446  NGVD 29 (07/19/86)  626.0    (m)         2054.     (f) VERT ANG    3  
 DA1446
 DA1446.Superseded values are not recommended for survey control.
 DA1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1446.See file dsdata.txt to determine how the superseded data were derived.
 DA1446
 DA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9186833325(NAD 83)
 DA1446_MARKER: DR = REFERENCE MARK DISK
 DA1446_SETTING: 66 = SET IN ROCK OUTCROP
 DA1446_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1446+STABILITY: POSITION/ELEVATION WELL
 DA1446
 DA1446  HISTORY     - Date     Condition        Report By
 DA1446  HISTORY     - 1971     MONUMENTED       NGS
 DA1446
 DA1446                          STATION DESCRIPTION
 DA1446
 DA1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1446'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF STANFIELD, 1.3
 DA1446'MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 8 AND STATE
 DA1446'HIGHWAY 84, ON PROPERTY OWNED BY THE U. S. GOVERNMENT, CONTROLLED
 DA1446'BY THE BUREAU OF LAND MANAGEMENT AND LEASED BY MR. MARION
 DA1446'GETZWILLER, BOX 27, CASS GRANDE, ARIZONA.
 DA1446'
 DA1446'THE STATION MARK IS A STANDARD DISK STAMPED GUEST RM A 1971,
 DA1446'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 DA1446'GROUND SURFACE.  IT IS 84 FEET NORTH OF A METAL WITNESS POST WITH
 DA1446'SIGN.
 DA1446'
 DA1446'FOR A ROUTE TO REACH THE STATION SEE THE RECOVERY NOTE FOR CREST
 DA1446'1960.
 DA1446'
 DA1446'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CREST 1960,
 DA1446'THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION IS NOTED
 DA1446'BELOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1156 ***********************************************************************
 DA1156  DESIGNATION -  CRIST
 DA1156  PID         -  DA1156
 DA1156  STATE/COUNTY-  AZ/YUMA
 DA1156  USGS QUAD   -  DATELAND (1982)
 DA1156
 DA1156                         *CURRENT SURVEY CONTROL
 DA1156  ___________________________________________________________________
 DA1156* NAD 83(1992)-  32 46 14.46806(N)    113 36 28.49451(W)     ADJUSTED  
 DA1156* NAVD 88     -       124.260  (meters)     407.68   (feet)  ADJUSTED  
 DA1156  ___________________________________________________________________
 DA1156  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DA1156  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA1156  DYNAMIC HT  -         124.118 (meters)     407.21  (feet)  COMP
 DA1156  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 DA1156
 DA1156  HORZ ORDER  -  SECOND
 DA1156  VERT ORDER  -  FIRST     CLASS II
 DA1156
 DA1156.The horizontal coordinates were established by classical geodetic methods
 DA1156.and adjusted by the National Geodetic Survey in August 1993.
 DA1156
 DA1156.The orthometric height was determined by differential leveling
 DA1156.and adjusted in June 1991.
 DA1156
 DA1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1156
 DA1156.The geoid height was determined by GEOID03.
 DA1156
 DA1156.The dynamic height is computed by dividing the NAVD 88
 DA1156.geopotential number by the normal gravity value computed on the
 DA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1156.degrees latitude (g = 980.6199 gals.).
 DA1156
 DA1156.The modeled gravity was interpolated from observed gravity values.
 DA1156
 DA1156;                    North         East     Units Scale Factor Converg.
 DA1156;SPC AZ W     -   196,338.039   226,671.647   MT  0.99993552   +0 04 36.9
 DA1156;SPC AZ W     -   644,153.67    743,673.38   iFT  0.99993552   +0 04 36.9
 DA1156;UTM  12      - 3,628,876.095   255,715.984   MT  1.00033588   -1 24 44.3
 DA1156
 DA1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1156!SPC AZ W     -   0.99998558  x   0.99993552  =   0.99992111
 DA1156!UTM  12      -   0.99998558  x   1.00033588  =   1.00032146
 DA1156
 DA1156|---------------------------------------------------------------------|
 DA1156| PID    Reference Object                     Distance      Geod. Az  |
 DA1156|                                                           dddmmss.s |
 DA1156| DA1157 CRIST RM 1                           27.346 METERS 10019     |
 DA1156| DA1094 E 323                                29.018 METERS 21211     |
 DA1156| DA1155 STOVAL RM 4 AZIMUTH                                2454930.3 |
 DA1156|---------------------------------------------------------------------|
 DA1156
 DA1156                          SUPERSEDED SURVEY CONTROL
 DA1156
 DA1156  NAD 83(1986)-  32 46 14.46277(N)    113 36 28.50091(W) AD(       ) 2
 DA1156  NAD 27      -  32 46 14.28950(N)    113 36 25.79690(W) AD(       ) 2
 DA1156  NGVD 29 (??/??/92)  123.659  (m)          405.70   (f) ADJ UNCH    1 2
 DA1156
 DA1156.Superseded values are not recommended for survey control.
 DA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1156.See file dsdata.txt to determine how the superseded data were derived.
 DA1156
 DA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5571628876(NAD 83)
 DA1156_MARKER: DS = TRIANGULATION STATION DISK
 DA1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1156_STAMPING: CRIST 1960
 DA1156_MARK LOGO: CGS   
 DA1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1156+STABILITY: SURFACE MOTION
 DA1156
 DA1156  HISTORY     - Date     Condition        Report By
 DA1156  HISTORY     - 1960     MONUMENTED       CGS
 DA1156  HISTORY     - 1960     GOOD             CGS
 DA1156  HISTORY     - 1965     GOOD             USGS
 DA1156  HISTORY     - 1967     GOOD             CGS
 DA1156  HISTORY     - 1981     GOOD             NGS
 DA1156  HISTORY     - 1981     GOOD             NGS
 DA1156  HISTORY     - 1981     GOOD             NGS
 DA1156
 DA1156                          STATION DESCRIPTION
 DA1156
 DA1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1156'THE STATION IS 4.6 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1156'DATELAND POST OFFICE, 105 FEET NORTH OF THE CENTER LINE OF
 DA1156'THE SOUTHERN PACIFIC RAILROAD, 49 FEET SOUTH OF THE CENTER
 DA1156'LINE OF THE OLD ALIGNMENT OF U.S. HIGHWAY 80 AND 4.5 FEET
 DA1156'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1156'
 DA1156'THE STATION AND UNDERGROUND MARK, STAMPED CRIST 1960, ARE
 DA1156'STANDARD TRAVERSE DISKS WITH THE SURFACE MARK SET IN A SQUARE
 DA1156'CONCRETE POST PROJECTING 6 INCHES.
 DA1156'
 DA1156'REFERENCE MARK 1, STAMPED CRIST NO 1 1960, IS A STANDARD
 DA1156'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 DA1156'IS 49.5 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC
 DA1156'RAILROAD AND 31 FEET WEST OF A TELEGRAPH POLE.
 DA1156'
 DA1156'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK, STAMPED
 DA1156'B M E 323 1952, SET IN A CYLINDRICAL CONCRETE POST 47.5 FEET
 DA1156'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD,
 DA1156'3 FEET WEST OF RAILROAD MILEPOST AND 2 FEET EAST OF A WOODEN
 DA1156'WITNESS POST.
 DA1156'
 DA1156'THE AZIMUTH MARK, STAMPED STOVAL NO 4 1934, IS A STANDARD
 DA1156'REFERENCE MARK DISK SET IN A SQUARE CONCRETE POST PROJECTING
 DA1156'4 INCHES.  IT IS 0.9 MILE WEST OF THE STATION, 2-1/2 POLES
 DA1156'EAST OF RAILROAD MILEPOST 801, 86 FEET NORTH OF THE CENTER
 DA1156'LINE OF THE SOUTHERN PACIFIC RAILROAD, 48 FEET SOUTH OF THE
 DA1156'CENTER LINE OF U.S. HIGHWAY 80 AND 2 FEET EAST OF A METAL
 DA1156'WITNESS POST WITH SIGN ATTACHED.  THIS DISK WITH THE CONCRETE
 DA1156'POST IS THE SAME AS WAS FORMERLY STOVAL R.M. 3, FOUND REMOVED
 DA1156'FROM THE GROUND AND RESET AT THIS NEW LOCATION AND ITS
 DA1156'DESIGNATION CHANGED.
 DA1156
 DA1156                          STATION RECOVERY (1960)
 DA1156
 DA1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA1156'4.6 MI W FROM DATELAND.
 DA1156'4.6 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND,
 DA1156'95.20 FEET NORTHEAST OF B.M. E 323, 89.72 FEET NORTHWEST OF R.M. 1,
 DA1156'105 FEET NORTH OF THE CENTER OF THE RAILROAD TRACKS, 49 FEET SOUTH OF
 DA1156'THE CENTERLINE OF ABANDONED HIGHWAY 80, 4.5 FEET WEST OF A METAL
 DA1156'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 6
 DA1156'INCHES.
 DA1156
 DA1156                          STATION RECOVERY (1965)
 DA1156
 DA1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1156'STATION WAS RECOVERED.
 DA1156'
 DA1156'LOCATION OF DATELAND POST OFFICE HAS BEEN CHANGED.  LOCATION OF
 DA1156'U.S. HWY. 80 HAS ALSO BEEN CHANGED.  NEW DESCRIPTION SHOULD
 DA1156'READ--0.2 MILE SOUTH FROM DATELAND POST OFFICE.  THENCE 4.6
 DA1156'MILES WEST ALONG FORMER U.S. HWY. 80.
 DA1156
 DA1156                          STATION RECOVERY (1967)
 DA1156
 DA1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1156'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DA1156'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DA1156'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1156'
 DA1156'TO REACH FROM THE POST OFFICE AT DATELAND, GO SOUTH ON THE
 DA1156'MAIN PAVED ROAD FOR 0.3 MILES TO THE OLD U.S. HIGHWAY 80.
 DA1156'TURN RIGHT AND GO WEST ON THE OLD HIGHWAY FOR 4.6 MILES TO THE
 DA1156'STATION ON THE LEFT.
 DA1156'
 DA1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 DA1156'WEST OF DATELAND, 0.1 MILE SOUTH OF INTERSTATE 8, 55 FEET
 DA1156'SOUTH OF OLD HIGHWAY 80 AND 50 FEET NORTH OF THE SOUTHERN
 DA1156'PACIFIC RAILROAD TRACKS.
 DA1156
 DA1156                          STATION RECOVERY (1981)
 DA1156
 DA1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1156'RECOVERED IN GOOD CONDITION.
 DA1156
 DA1156                          STATION RECOVERY (1981)
 DA1156
 DA1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1156'RECOVERED IN GOOD CONDITION.
 DA1156
 DA1156                          STATION RECOVERY (1981)
 DA1156
 DA1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1157 ***********************************************************************
 DA1157  DESIGNATION -  CRIST RM 1
 DA1157  PID         -  DA1157
 DA1157  STATE/COUNTY-  AZ/YUMA
 DA1157  USGS QUAD   -  DATELAND (1982)
 DA1157
 DA1157                         *CURRENT SURVEY CONTROL
 DA1157  ___________________________________________________________________
 DA1157* NAD 83(1986)-  32 46 13.     (N)    113 36 27.     (W)     SCALED    
 DA1157* NAVD 88     -       124.097  (meters)     407.14   (feet)  ADJUSTED  
 DA1157  ___________________________________________________________________
 DA1157  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA1157  DYNAMIC HT  -         123.954 (meters)     406.67  (feet)  COMP
 DA1157  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 DA1157
 DA1157  VERT ORDER  -  FIRST     CLASS II
 DA1157
 DA1157.The horizontal coordinates were scaled from a topographic map and have
 DA1157.an estimated accuracy of +/- 6 seconds.
 DA1157
 DA1157.The orthometric height was determined by differential leveling
 DA1157.and adjusted in June 1991.
 DA1157
 DA1157.The geoid height was determined by GEOID03.
 DA1157
 DA1157.The dynamic height is computed by dividing the NAVD 88
 DA1157.geopotential number by the normal gravity value computed on the
 DA1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1157.degrees latitude (g = 980.6199 gals.).
 DA1157
 DA1157.The modeled gravity was interpolated from observed gravity values.
 DA1157
 DA1157;                    North         East    Units  Estimated Accuracy
 DA1157;SPC AZ W     -   196,290.      226,710.      MT  (+/- 180 meters Scaled)
 DA1157
 DA1157                          SUPERSEDED SURVEY CONTROL
 DA1157
 DA1157  NGVD 29 (??/??/92)  123.495  (m)          405.17   (f) ADJ UNCH    1 2
 DA1157
 DA1157.Superseded values are not recommended for survey control.
 DA1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1157.See file dsdata.txt to determine how the superseded data were derived.
 DA1157
 DA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB557288(NAD 83)
 DA1157_MARKER: DR = REFERENCE MARK DISK
 DA1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1157_STAMPING: CRIST NO 1 1960
 DA1157_MARK LOGO: CGS   
 DA1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1157+STABILITY: SURFACE MOTION
 DA1157
 DA1157  HISTORY     - Date     Condition        Report By
 DA1157  HISTORY     - 1960     MONUMENTED       CGS
 DA1157  HISTORY     - 1981     GOOD             NGS
 DA1157  HISTORY     - 1981     GOOD             NGS
 DA1157
 DA1157                          STATION DESCRIPTION
 DA1157
 DA1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1157'4.6 MI W FROM DATELAND.
 DA1157'4.6 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT DATELAND,
 DA1157'89.72 FEET SOUTHEAST OF THE STATION MARK, 49 FEET NORTH OF THE CENTER
 DA1157'OF THE RAILROAD, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DA1157
 DA1157                          STATION RECOVERY (1981)
 DA1157
 DA1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1157'RECOVERED IN GOOD CONDITION.
 DA1157
 DA1157                          STATION RECOVERY (1981)
 DA1157
 DA1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1275 ***********************************************************************
 DA1275  DESIGNATION -  CRISTOBAL
 DA1275  PID         -  DA1275
 DA1275  STATE/COUNTY-  AZ/PIMA
 DA1275  USGS QUAD   -  GRANITE MOUNTAINS SOUTH (1990)
 DA1275
 DA1275                         *CURRENT SURVEY CONTROL
 DA1275  ___________________________________________________________________
 DA1275* NAD 83(1992)-  32 21 03.76293(N)    113 17 09.13709(W)     ADJUSTED  
 DA1275* NAVD 88     -       697.9    (meters)    2290.     (feet)  VERTCON   
 DA1275  ___________________________________________________________________
 DA1275  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DA1275  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA1275  HORZ ORDER  -  THIRD
 DA1275
 DA1275.The horizontal coordinates were established by classical geodetic methods
 DA1275.and adjusted by the National Geodetic Survey in August 1993.
 DA1275
 DA1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1275
 DA1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1275
 DA1275.The geoid height was determined by GEOID03.
 DA1275
 DA1275;                    North         East     Units Scale Factor Converg.
 DA1275;SPC AZ C     -   150,614.604    84,482.519   MT  1.00010476   -0 43 58.0
 DA1275;SPC AZ C     -   494,142.40    277,173.62   iFT  1.00010476   -0 43 58.0
 DA1275;UTM  12      - 3,581,644.388   284,889.342   MT  1.00017065   -1 13 25.1
 DA1275
 DA1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1275!SPC AZ C     -   0.99989552  x   1.00010476  =   1.00000027
 DA1275!UTM  12      -   0.99989552  x   1.00017065  =   1.00006616
 DA1275
 DA1275:                Primary Azimuth Mark                     Grid Az
 DA1275:SPC AZ C     -  GROWLER                                  069 55 26.6
 DA1275:UTM  12      -  GROWLER                                  070 24 53.7
 DA1275
 DA1275|---------------------------------------------------------------------|
 DA1275| PID    Reference Object                     Distance      Geod. Az  |
 DA1275|                                                           dddmmss.s |
 DA1275| DA1411 GROWLER                             APPROX.18.6 KM 0691128.6 |
 DA1275|---------------------------------------------------------------------|
 DA1275
 DA1275                          SUPERSEDED SURVEY CONTROL
 DA1275
 DA1275  NAD 83(1986)-  32 21 03.74116(N)    113 17 09.14276(W) AD(       ) 3
 DA1275  NGVD 29 (06/20/88)  697.2    (m)         2287.     (f) VERT ANG    3  
 DA1275
 DA1275.Superseded values are not recommended for survey control.
 DA1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1275.See file dsdata.txt to determine how the superseded data were derived.
 DA1275
 DA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8488981644(NAD 83)
 DA1275_MARKER: DS = TRIANGULATION STATION DISK
 DA1275_SETTING: 66 = SET IN ROCK OUTCROP
 DA1275_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1275+STABILITY: POSITION/ELEVATION WELL
 DA1275
 DA1275  HISTORY     - Date     Condition        Report By
 DA1275  HISTORY     - 1962     MONUMENTED       AMS
 DA1275
 DA1275                          STATION DESCRIPTION
 DA1275
 DA1275'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1275'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1275'
 DA1275'LOCATED ABOUT 26 MI W. OF AJO, 10 MI SSW. OF TONY TANK.  ON
 DA1275'GRANITE MOUNTAIN RANGE.
 DA1275'
 DA1275'REACHED BY HELICOPTER.
 DA1275'
 DA1275'STATION MARK--USE DISK
 DA1275'STAMPED---CRISTOBAL ARMY MAP SERVICE 1962---, CEMENTED IN DRILL HOLE
 DA1275'IN ROCK OUTCROP.
 DA1275'
 DA1275'RM 1--USE RM DISK
 DA1275'STAMPED---CRISTOBAL RM NO 1 ARMY MAP SERVICE 1962---, IN DRILL HOLE
 DA1275'IN ROCK OUTCROP.
 DA1275'
 DA1275'RM 2--USE RM DISK
 DA1275'STAMPED---CRISTOBAL RM NO 2 ARMY MAP SERVICE 1962---, IN DRILL HOLE
 DA1275'IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0892 ***********************************************************************
 FR0892  DESIGNATION -  CROOKTON ATT CO RELAY TOWER
 FR0892  PID         -  FR0892
 FR0892  STATE/COUNTY-  AZ/YAVAPAI
 FR0892  USGS QUAD   -  CROOKTON (1973)
 FR0892
 FR0892                         *CURRENT SURVEY CONTROL
 FR0892  ___________________________________________________________________
 FR0892* NAD 83(1992)-  35 16 41.41513(N)    112 42 27.25149(W)     ADJUSTED  
 FR0892* NAVD 88     -              **(meters)            **(feet)            
 FR0892  ___________________________________________________________________
 FR0892  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 FR0892  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0892  HORZ ORDER  -  THIRD
 FR0892
 FR0892.The horizontal coordinates were established by classical geodetic methods
 FR0892.and adjusted by the National Geodetic Survey in August 1993.
 FR0892
 FR0892
 FR0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0892
 FR0892.The geoid height was determined by GEOID03.
 FR0892
 FR0892;                    North         East     Units Scale Factor Converg.
 FR0892;SPC AZ C     -   474,719.086   141,411.515   MT  0.99996377   -0 27 24.5
 FR0892;SPC AZ C     - 1,557,477.32    463,948.54   iFT  0.99996377   -0 27 24.5
 FR0892;UTM  12      - 3,905,228.621   344,702.866   MT  0.99989722   -0 59 11.0
 FR0892
 FR0892                          SUPERSEDED SURVEY CONTROL
 FR0892
 FR0892  NAD 83(1986)-  35 16 41.41321(N)    112 42 27.24943(W) AD(       ) 4
 FR0892  NAD 27      -  35 16 41.38500(N)    112 42 24.61400(W) AD(       ) 3
 FR0892
 FR0892.Superseded values are not recommended for survey control.
 FR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0892.See file dsdata.txt to determine how the superseded data were derived.
 FR0892
 FR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4470305229(NAD 83)
 FR0892_MARKER: 55 = TOWER
 FR0892
 FR0892  HISTORY     - Date     Condition        Report By
 FR0892  HISTORY     - 1962     FIRST OBSERVED   CGS
 FR0892
 FR0892                          STATION DESCRIPTION
 FR0892
 FR0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0892'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF ASH FORK,
 FR0892'ABOUT 10 MILES SOUTHEAST OF SELIGMAN, ABOUT 2 MILES SOUTHEAST
 FR0892'OF THE CROOKTON OVERPASS, ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY
 FR0892'66 AND IS ON TOP OF A SMALL HILL.
 FR0892'
 FR0892'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0892'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 66, TURN LEFT, GO EAST
 FR0892'ON U.S. HIGHWAY 66 FOR 9.2 MILES TO THE CROOKTON OVERPASS,
 FR0892'CONTINUE SOUTHEAST ON U.S. HIGHWAY 66 FOR 1.6 MILES TO A SIDE
 FR0892'ROAD RIGHT, JUST BEFORE REACHING TOP OF HILL, TURN RIGHT,
 FR0892'CROSS CATTLE GUARD AND GO SOUTHEAST ON A BLADED ROAD FOR 0.2
 FR0892'MILE TO FORKS, TAKE RIGHT FORK, GO SOUTHWEST ON A BLADED
 FR0892'ROAD FOR 0.25 MILE TO TOP OF HILL AND THE STATION ON THE WEST
 FR0892'SIDE OF A YELLOW CONCRETE BLOCK BUILDING.
 FR0892'
 FR0892'THE STATION IS A STEEL TOWER WITH FOUR LEGS, HAS FOUR LARGE
 FR0892'REFLECTORS ON TOP AND IS APPROXIMATELY 35 FEET HIGH.
 FR0892'
 FR0892'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1032 ***********************************************************************
 ET1032  DESIGNATION -  CROSBY
 ET1032  PID         -  ET1032
 ET1032  STATE/COUNTY-  AZ/YAVAPAI
 ET1032  USGS QUAD   -  THORN PEAK (1967)
 ET1032
 ET1032                         *CURRENT SURVEY CONTROL
 ET1032  ___________________________________________________________________
 ET1032* NAD 83(1992)-  34 29 14.59399(N)    113 07 38.22905(W)     ADJUSTED  
 ET1032* NAVD 88     -      1324.2    (meters)    4344.     (feet)  VERTCON   
 ET1032  ___________________________________________________________________
 ET1032  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 ET1032  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 ET1032  HORZ ORDER  -  SECOND
 ET1032
 ET1032.The horizontal coordinates were established by classical geodetic methods
 ET1032.and adjusted by the National Geodetic Survey in August 1993.
 ET1032
 ET1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1032
 ET1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1032
 ET1032.The geoid height was determined by GEOID03.
 ET1032
 ET1032;                    North         East     Units Scale Factor Converg.
 ET1032;SPC AZ C     -   387,377.952   102,168.141   MT  1.00005235   -0 41 08.0
 ET1032;SPC AZ C     - 1,270,925.04    335,197.31   iFT  1.00005235   -0 41 08.0
 ET1032;UTM  12      - 3,818,252.494   304,662.613   MT  1.00007034   -1 12 17.7
 ET1032
 ET1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1032!SPC AZ C     -   0.99979667  x   1.00005235  =   0.99984901
 ET1032!UTM  12      -   0.99979667  x   1.00007034  =   0.99986700
 ET1032
 ET1032|---------------------------------------------------------------------|
 ET1032| PID    Reference Object                     Distance      Geod. Az  |
 ET1032|                                                           dddmmss.s |
 ET1032| CH2995 CROSBY RM 2                           4.931 METERS 25032     |
 ET1032| ET0586 PIKE                                APPROX. 3.7 KM 3324506.5 |
 ET1032| CH2994 CROSBY RM 1                          14.307 METERS 35152     |
 ET1032|---------------------------------------------------------------------|
 ET1032
 ET1032                          SUPERSEDED SURVEY CONTROL
 ET1032
 ET1032  NAD 83(1986)-  34 29 14.59393(N)    113 07 38.23581(W) AD(       ) 2
 ET1032  NAD 27      -  34 29 14.52100(N)    113 07 35.54300(W) AD(       ) 2
 ET1032  NGVD 29 (07/19/86) 1323.4    (m)         4342.     (f) VERT ANG    3  
 ET1032
 ET1032.Superseded values are not recommended for survey control.
 ET1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1032.See file dsdata.txt to determine how the superseded data were derived.
 ET1032
 ET1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0466318252(NAD 83)
 ET1032_MARKER: DS = TRIANGULATION STATION DISK
 ET1032_SETTING: 66 = SET IN ROCK OUTCROP
 ET1032_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1032
 ET1032  HISTORY     - Date     Condition        Report By
 ET1032  HISTORY     - 1944     MONUMENTED       CGS
 ET1032  HISTORY     - 1967     GOOD             USGS
 ET1032  HISTORY     - 1969     GOOD             USGS
 ET1032  HISTORY     - 1972     GOOD             AZHD
 ET1032  HISTORY     - 1980     GOOD             AZDT
 ET1032
 ET1032                          STATION DESCRIPTION
 ET1032
 ET1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1032'STATION IS 31-1/2 MILES (AIR LINE) ESE OF WIKIEUP AND 2 MILES
 ET1032'(AIR LINE) SSW OF PIKES SERVICE STATION.  IT IS ON THE MOST
 ET1032'PROMINENT PEAK IN THE VICINITY, A BALD AND ROCKY MOUNTAIN.
 ET1032'THE PEAK IS IN THE FIRST RANGE OF MOUNTAINS W OF SANTA MARIA
 ET1032'RIVER.
 ET1032'
 ET1032'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 ET1032'WITH THE SURROUNDING SURFACE AND IS STAMPED CROSBY 1944.  IT
 ET1032'IS 25-1/2 FEET NE OF THE HIGHEST POINT OF THE MOST SW SUMMIT
 ET1032'OF THE MOUNTAIN.
 ET1032'
 ET1032'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1032'PROJECTING 10 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 ET1032'STAMPED CROSBY NO 1 1944.  IT IS ABOUT 6 INCHES LOWER IN
 ET1032'ELEVATION THAN THE STATION MARK.
 ET1032'
 ET1032'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1032'PROJECTING 5 FEET ABOVE THE SURROUNDING SURFACE AND IS STAMPED
 ET1032'CROSBY NO 2 1944.  IT IS ABOUT 18 INCHES HIGHER IN ELEVATION
 ET1032'THAN THE STATION MARK.
 ET1032'
 ET1032'TRIANGULATION STATION PIKE IS USED AS AN AZIMUTH MARK.
 ET1032'
 ET1032'TO REACH STATION FROM HILLSIDE, GO N ON GRADED ROAD FOR 0.4 MILE
 ET1032'TO A FORK.  (THE RIGHT FORK GOES TO KIRKLAND JUNCTION AND U.S.
 ET1032'HIGHWAY 89.) TAKE THE LEFT FORK FOR 17.4 MILES TO A SILVER
 ET1032'SIGN ON THE LEFT READING KINGMAN.  HERE TAKE THE LEFT FORK AND
 ET1032'GO 0.5 MILE TO A FORK AND A WASH.  TAKE THE RIGHT FORK OR THE
 ET1032'MAIN TRAVELED ROAD AND GO 3.8 MILES TO A FORK.  HERE TURN OFF
 ET1032'THE MAIN TRAVELED ROAD TO THE LEFT AND GO 1.9 MILES TO A FORK.
 ET1032'TAKE THE LEFT FORK 0.8 MILE TO A FORK.  HERE TAKE THE LEFT
 ET1032'FORK, A DIM TRACK ROAD, AND GO 1.3 MILES TO AN OLD MINING CLAIM
 ET1032'AND TIN SHACK AND THE END OF TRUCK TRAVEL IN A SADDLE.  FROM
 ET1032'HERE PACK NNE UP THE RIDGE TO THE HIGHEST POINT AND THE
 ET1032'STATION.
 ET1032'
 ET1032'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
 ET1032
 ET1032                          STATION RECOVERY (1967)
 ET1032
 ET1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ET1032'ALL MARKS RECOVERED IN GOOD CONDITION.
 ET1032
 ET1032                          STATION RECOVERY (1969)
 ET1032
 ET1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET1032'RECOVERED AS DESCRIBED.
 ET1032
 ET1032                          STATION RECOVERY (1972)
 ET1032
 ET1032'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (BT)
 ET1032'GENERAL LOCATION 31.5 ESE OF WIKIEUP
 ET1032'
 ET1032'TO REACH AS DESCRIBED
 ET1032'
 ET1032'STATION MARK BRASS CAP - GOOD
 ET1032'
 ET1032'REFERENCE MARKS IN AND GOOD
 ET1032'
 ET1032'AZIMUTH MARK PIKE - GOOD
 ET1032
 ET1032                          STATION RECOVERY (1980)
 ET1032
 ET1032'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1032'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1032'DESCRIBED IN 1944.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY
 ET1032'AND REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0944 ***********************************************************************
 EU0944  HT_MOD      -  This is a Height Modernization Survey Station.
 EU0944  DESIGNATION -  CROSS
 EU0944  PID         -  EU0944
 EU0944  STATE/COUNTY-  AZ/MOHAVE
 EU0944  USGS QUAD   -  BOUNDARY CONE (1970)
 EU0944
 EU0944                         *CURRENT SURVEY CONTROL
 EU0944  ___________________________________________________________________
 EU0944* NAD 83(2007)-  34 53 23.60652(N)    114 25 51.79479(W)     ADJUSTED  
 EU0944* NAVD 88     -       384.07   (meters)    1260.1    (feet)  GPS OBS   
 EU0944  ___________________________________________________________________
 EU0944  EPOCH DATE  -        2007.00
 EU0944  X           -  -2,166,307.719 (meters)                     COMP
 EU0944  Y           -  -4,768,726.935 (meters)                     COMP
 EU0944  Z           -   3,628,056.119 (meters)                     COMP
 EU0944  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 EU0944  ELLIP HEIGHT-         353.617 (meters)          (03/02/09) ADJUSTED
 EU0944  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 EU0944  HORZ ORDER  -  A
 EU0944  ELLP ORDER  -  FOURTH    CLASS I
 EU0944
 EU0944.The horizontal coordinates were established by GPS observations
 EU0944.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 EU0944
 EU0944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EU0944.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EU0944.The horizontal coordinates are valid at the epoch date displayed above.
 EU0944.The epoch date for horizontal control is a decimal equivalence
 EU0944.of Year/Month/Day.
 EU0944
 EU0944.The orthometric height was determined by GPS observations and a
 EU0944.high-resolution geoid model.
 EU0944.The orthometric height was determined by GPS observations and a
 EU0944.high-resolution geoid model using precise GPS observation and
 EU0944.processing techniques.
 EU0944
 EU0944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EU0944
 EU0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0944
 EU0944.The ellipsoidal height was determined by GPS observations
 EU0944.and is referenced to NAD 83.
 EU0944
 EU0944.The geoid height was determined by GEOID03.
 EU0944
 EU0944;                    North         East     Units Scale Factor Converg.
 EU0944;SPC AZ W     -   431,585.976   151,108.287   MT  0.99998108   -0 23 22.5
 EU0944;SPC AZ W     - 1,415,964.49    495,762.10   iFT  0.99998108   -0 23 22.5
 EU0944;SPC CA 5     -   659,964.527 2,326,145.385   MT  0.99992505   +2 02 03.6
 EU0944;SPC CA 5     - 2,165,233.62  7,631,695.32   sFT  0.99992505   +2 02 03.6
 EU0944;UTM  11      - 3,863,844.081   734,761.564   MT  1.00027931   +1 28 12.4
 EU0944
 EU0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0944!SPC AZ W     -   0.99994450  x   0.99998108  =   0.99992558
 EU0944!SPC CA 5     -   0.99994450  x   0.99992505  =   0.99986955
 EU0944!UTM  11      -   0.99994450  x   1.00027931  =   1.00022379
 EU0944
 EU0944:                Primary Azimuth Mark                     Grid Az
 EU0944:SPC AZ W     -  BOUNDARY CONE                            008 04 17.2
 EU0944:SPC CA 5     -  BOUNDARY CONE                            005 38 51.1
 EU0944:UTM  11      -  BOUNDARY CONE                            006 12 42.3
 EU0944
 EU0944|---------------------------------------------------------------------|
 EU0944| PID    Reference Object                     Distance      Geod. Az  |
 EU0944|                                                           dddmmss.s |
 EU0944| EU0943 BOUNDARY CONE                       APPROX.10.5 KM 0074054.7 |
 EU0944| CC4583 CROSS RM 2                           12.383 METERS 22742     |
 EU0944| EU1050 NEEDLES MUNICIPAL AIRPORT BCN       APPROX.22.2 KM 2310105.8 |
 EU0944| CC4581 CROSS RM 3                                         2314136.0 |
 EU0944| EU1051 NEEDLES SILVER WATER TANK           APPROX.17.3 KM 2504617.6 |
 EU0944| CC4582 CROSS RM 1                           12.842 METERS 33320     |
 EU0944|---------------------------------------------------------------------|
 EU0944
 EU0944                          SUPERSEDED SURVEY CONTROL
 EU0944
 EU0944  NAD 83(1992)-  34 53 23.60470(N)    114 25 51.79288(W) AD(       ) 1
 EU0944  NAD 83(1986)-  34 53 23.60909(N)    114 25 51.79566(W) AD(       ) 1
 EU0944  NAD 27      -  34 53 23.59600(N)    114 25 48.94100(W) AD(       ) 1
 EU0944  NGVD 29 (07/19/86)  383.5    (m)         1258.     (f) VERT ANG    3  
 EU0944
 EU0944.Superseded values are not recommended for survey control.
 EU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0944.See file dsdata.txt to determine how the superseded data were derived.
 EU0944
 EU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3476263844(NAD 83)
 EU0944_MARKER: DS = TRIANGULATION STATION DISK
 EU0944_SETTING: 80 = SET IN A BOULDER
 EU0944_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0944_STAMPING: CROSS 1934
 EU0944_MARK LOGO: CGS   
 EU0944_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EU0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0944+STABILITY: SURFACE MOTION
 EU0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0944+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EU0944
 EU0944  HISTORY     - Date     Condition        Report By
 EU0944  HISTORY     - 1934     MONUMENTED       CGS
 EU0944  HISTORY     - 1948     GOOD             CGS
 EU0944  HISTORY     - 1956     GOOD             CGS
 EU0944  HISTORY     - 1965     GOOD             CGS
 EU0944  HISTORY     - 20080625 SEE DESCRIPTION  GEOANA
 EU0944
 EU0944                          STATION DESCRIPTION
 EU0944
 EU0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 EU0944'STATION IS ABOUT 11 MILES (AIR LINE) ENE OF NEEDLES, 11.5 MILES
 EU0944'E OF COLORADO RIVER AND 5.5 MILES (AIR LINE) W OF BLACK MOUNTAINS,
 EU0944'ON A ROUND ROCKY KNOLL SETTING ABOUT 1/8 MILE SE OF U.S. HIGHWAY
 EU0944'66, AND ABOUT 100 YARDS W OF OLD HIGHWAY.
 EU0944'
 EU0944'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 EU0944'DRILL HOLES IN BOULDERS.
 EU0944'
 EU0944'BEST REACHED FROM TOPOCK BY TAKING U.S. HIGHWAY 66 N 13.0 MILES,
 EU0944'TURN RIGHT OFF HIGHWAY ON TO DIRT ROAD AND GO 0.1 MILE TO TOP
 EU0944'OF KNOLL AND STATION.
 EU0944
 EU0944                          STATION RECOVERY (1948)
 EU0944
 EU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0944'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 EU0944'AS DESCRIBED.
 EU0944'
 EU0944'THE STATION IS ON A LOW, ROUND ROCKY KNOLL ABOUT 11 MILES EAST
 EU0944'NORTHEAST OF NEEDLES, CALIFORNIA, 5-1/2 MILES WEST OF THE BLACK
 EU0944'MOUNTAINS AND ABOUT 200 YARDS SOUTHEAST OF U.S. HIGHWAY 66.
 EU0944'
 EU0944'TO REACH THE STATION FROM TOPOCK GO NORTH NORTHEASTERLY ON U.S.
 EU0944'HIGHWAY 66 TOWARDS KINGMAN FOR 13.2 MILES TO AN OLD TRACK ROAD
 EU0944'RIGHT.  TURN RIGHT ON TRACK ROAD FOR ABOUT 0.1 MILE, THEN CROSS
 EU0944'COUNTRY FOR ABOUT 0.1 TO HIGHEST POINT OF KNOLL AND STATION.
 EU0944'
 EU0944'THE STATION IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 EU0944'PROJECTING ABOUT 4 INCHES, ON THE HIGHEST POINT OF THE HILL.
 EU0944'IT IS STAMPED CROSS 1934.
 EU0944'
 EU0944'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0944'BURIED BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT 3 FEET
 EU0944'LOWER THAN THE STATION.  IT IS STAMPED CROSS NO 1 1934.
 EU0944'
 EU0944'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0944'BURIED BOULDER PROJECTING ABOUT 2 INCHES, AND IS ABOUT 2 FEET LOWER
 EU0944'THAN THE STATION.  IT IS STAMPED CROSS NO 2 1934.
 EU0944'
 EU0944'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 EU0944'PROJECTING ABOUT 1 FOOT, ON THE HIGHEST POINT OF A SMALL KNOLL
 EU0944'ABOUT 0.2 MILE SOUTHWEST OF THE STATION, ABOUT 85 FEET SOUTHWEST
 EU0944'OF THE HIGHWAY CENTER, AND JUST WEST OF THE TRACK ROAD FORK ON
 EU0944'THE WAY TO THE STATION.  IT IS STAMPED CROSS 1934 1948.
 EU0944
 EU0944                          STATION RECOVERY (1956)
 EU0944
 EU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 EU0944'STATION, REFERENCE MARKS, AND AZIMUTH MARKS WERE RECOVERED IN
 EU0944'GOOD CONDITION.
 EU0944'
 EU0944'THE 1948 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CORRECTION.
 EU0944'
 EU0944'THE MILEAGE IS ALONG OLD HIGHWAY 66, AND NOT THE PRESENT ROUTE.
 EU0944
 EU0944                          STATION RECOVERY (1965)
 EU0944
 EU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 EU0944'THE STATION AND ALL MARKS WERE FOUND AND IN GOOD CONDITION.  A
 EU0944'DIFFERENCE IN THE DIRECTION WAS FOUND ON REFERENCE MARK 1,
 EU0944'REFERENCE MARK 2 AND THE AZIMUTH MARK.
 EU0944'
 EU0944'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EU0944'
 EU0944'THE STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF TWENTYNINE
 EU0944'PALMS, 20 MILES SOUTH OF LUDLOW AND IN THE MARINE CORPS TRAINING
 EU0944'CENTER ON THE HIGHEST POINT OF A RIDGE ON THE SOUTH EDGE OF THE
 EU0944'BULLION MOUNTAINS.
 EU0944'
 EU0944'PERMISSION MUST BE OBTAINED FROM THE G-3 OFFICER, OPERATIONS
 EU0944'BUILDING, TWENTYNINE PALMS MARINE BASE BEFORE ENTERING THE FIRING
 EU0944'ZONE.
 EU0944'
 EU0944'TO REACH THE STATION FROM THE POST OFFICE IN TWENTYNINE PALMS,
 EU0944'GO NORTH ON ADOBE ROAD FOR 5.2 MILES TO THE MAIN GATE OF THE
 EU0944'TWENTYNINE PALMS MARINE BASE.  PASS THROUGH THE GATE AND GO NORTH
 EU0944'ON DEL VALLE DRIVE FOR 4.95 MILES TO THE END OF THE PAVED
 EU0944'ROAD.  CONTINUE NORTH FOR 2.7 MILES TO THE SOUTH EDGE OF A DRY
 EU0944'LAKE BED AND A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST AND
 EU0944'WEST FOR 2.2 MILES TO A CROSS ROAD AND A SIGN DANGER LIVE
 EU0944'FIRING KEEP OUT.  TURN RIGHT AND GO NORTH AND NORTHWEST FOR 5.2
 EU0944'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHWEST
 EU0944'FOR 0.35 MILE, TURN RIGHT OFF THE ROAD AND GO NORTH ACROSS
 EU0944'COUNTRY TOWARD A LARGE WASH FOR 2.25 MILES TO THE END OF TRUCK
 EU0944'TRAVEL AT THE BASE OF THE RIDGE.  PACK NORTH UP THE WASH TO THE
 EU0944'BASE OF THE MOUNTAIN.  CONTINUE NORTH UP THE RIDGE TO
 EU0944'THE CREST OF A EAST-WEST RIDGE.  CONTINUE NORTH,
 EU0944'CROSSING A SHALLOW CANYON TO THE HIGHEST POINT OF THE SECOND
 EU0944'RIDGE AND THE STATION.  A 2 HOUR PACK.
 EU0944'
 EU0944'THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1935, CEMENTED
 EU0944'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 EU0944'
 EU0944'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1935,
 EU0944'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.
 EU0944'
 EU0944'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1935,
 EU0944'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
 EU0944'
 EU0944'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CROSS NO 3 1935,
 EU0944'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ON THE SOUTHWEST
 EU0944'SLOPE OF A HILL WHICH IS LOWER THAN THE STATION.
 EU0944'
 EU0944'A 4 WHEEL DRIVE VEHICLE IS REQUIRED FOR THIS STATION.
 EU0944'
 EU0944'TO REACH REFERENCE MARK 3 (AZIMUTH MARK) FROM THE STATION, PACK
 EU0944'NORTH-NORTHWEST AND NORTH DOWN INTO A SHALLOW CANYON TO A SMALL
 EU0944'HILL LOWER THAN THE STATION.  APPROXIMATELY A 15 MINUTE PACK.
 EU0944'
 EU0944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EU0944'20 MILES SOUTH OF LUDLOW.
 EU0944
 EU0944                          STATION RECOVERY (2008)
 EU0944
 EU0944'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 EU0944'STATION DAMAGED BUT LEGIBLE AND INTACT.  A NEW DESCRIPTION PREPARED BY
 EU0944'RANDY ALLISON (MOHAVE COUNTY) FOLLOWS.
 EU0944' 
 EU0944'THE STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) NORTHWEST OF FRANCONIA,
 EU0944'10.8 MI (17.4 KM) EAST-NORTHEAST OF NEEDLES AND 9.8 MI (15.8 KM)
 EU0944'SOUTH-SOUTHWEST OF OATMAN, IN THE NORTHEAST 1/4 OF SECTION 5, T17N,
 EU0944'R20W.
 EU0944' 
 EU0944'OWNERSHIP--STATE OF ARIZONA (WILDERNESS AREA).
 EU0944' 
 EU0944'TO REACH FROM THE INTERSECTION OF ROUTE 1 AND OATMAN HIGHWAY (ROUTE
 EU0944'66), GO 8.8 MI (14.2 KM) NORTH ON OATMAN HIGHWAY TO TRANSMISSION LINES
 EU0944'CROSSING THE HIGHWAY, AND CONTINUE 1.8 MI (2.9 KM) TO A DIRT TRACK
 EU0944'BETWEEN MILE MARKERS 13 AND 14.  GO EAST ON DIRT TRACK 0.1 MI (0.2 KM)
 EU0944'TO TOP OF KNOLL AND THE STATION.
 EU0944' 
 EU0944'THE STATION IS A 3-1/2 INCH (9 CM) DISK IN A 1 FT (0.3 M) BY 1 FT (0.3
 EU0944'M) BY 0.6 FT (0.2 M) HIGH BOULDER.  BOUNDARY CONE PEAK IS NORTH OF THE
 EU0944'STATION, AND AN ELECTRIC SUBSTATION IS WEST-NORTHWEST OF THE STATION.
 EU0944'FOUND TWO REFERENCE MARKS, ONE 40.8 FT (12.4 M) TO THE SOUTHWEST, AND
 EU0944'THE OTHER 42.1 FT (12.8 M) TO THE NORTHWEST FROM THE STATION.  STATION
 EU0944'IS 1.7 FT (0.5 M) EAST OF POST WITH SIGN.
 EU0944' 
 EU0944'NOTE--DEPTH OF CENTER HOLE OS 5.9 MM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1486 ***********************************************************************
 DA1486  DESIGNATION -  CROSS
 DA1486  PID         -  DA1486
 DA1486  STATE/COUNTY-  AZ/PIMA
 DA1486  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA1486
 DA1486                         *CURRENT SURVEY CONTROL
 DA1486  ___________________________________________________________________
 DA1486* NAD 83(1992)-  32 11 35.27063(N)    112 26 16.86414(W)     ADJUSTED  
 DA1486* NAVD 88     -       601.6    (meters)    1974.     (feet)  VERTCON   
 DA1486  ___________________________________________________________________
 DA1486  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DA1486  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA1486  HORZ ORDER  -  SECOND
 DA1486
 DA1486.The horizontal coordinates were established by classical geodetic methods
 DA1486.and adjusted by the National Geodetic Survey in August 1993.
 DA1486
 DA1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1486
 DA1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1486
 DA1486.The geoid height was determined by GEOID03.
 DA1486
 DA1486;                    North         East     Units Scale Factor Converg.
 DA1486;SPC AZ C     -   132,400.012   164,204.056   MT  0.99992979   -0 16 40.0
 DA1486;SPC AZ C     -   434,383.24    538,727.22   iFT  0.99992979   -0 16 40.0
 DA1486;UTM  12      - 3,562,749.480   364,450.817   MT  0.99982658   -0 45 58.5
 DA1486
 DA1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1486!SPC AZ C     -   0.99991045  x   0.99992979  =   0.99984025
 DA1486!UTM  12      -   0.99991045  x   0.99982658  =   0.99973705
 DA1486
 DA1486|---------------------------------------------------------------------|
 DA1486| PID    Reference Object                     Distance      Geod. Az  |
 DA1486|                                                           dddmmss.s |
 DA1486| CH5034 CROSS RM 1                           14.288 METERS 09822     |
 DA1486| DA1500 NINE MILE PEAK                      APPROX. 8.8 KM 2760727.1 |
 DA1486| CH5035 CROSS RM 2                           13.570 METERS 27809     |
 DA1486|---------------------------------------------------------------------|
 DA1486
 DA1486                          SUPERSEDED SURVEY CONTROL
 DA1486
 DA1486  NAD 83(1986)-  32 11 35.26226(N)    112 26 16.86639(W) AD(       ) 2
 DA1486  NAD 27      -  32 11 35.02837(N)    112 26 14.36208(W) AD(       ) 2
 DA1486  NGVD 29 (07/19/86)  600.9    (m)         1971.     (f) VERT ANG    3  
 DA1486
 DA1486.Superseded values are not recommended for survey control.
 DA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1486.See file dsdata.txt to determine how the superseded data were derived.
 DA1486
 DA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6445162749(NAD 83)
 DA1486_MARKER: DD = SURVEY DISK
 DA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1486
 DA1486  HISTORY     - Date     Condition        Report By
 DA1486  HISTORY     - 1979     MONUMENTED       AZDT
 DA1486  HISTORY     - 19970306 GOOD             USPSQD
 DA1486
 DA1486                          STATION DESCRIPTION
 DA1486
 DA1486'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1486'THE STATION IS LOCATED ABOUT 27 MILES EAST-SOUTHEAST OF AJO ALONG
 DA1486'S.R. 86 AND IS 98 FEET SOUTH OF CENTERLINE HWY. 86 AND 2.50 FEET
 DA1486'NORTH OF EASTBOUND R/W FENCE AND 28 FEET WEST OF GATE IN EASTBOUND
 DA1486'R/W FENCE.
 DA1486'
 DA1486'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CROSS 1979 AND IS
 DA1486'SET IN A CONCRETE POST AND IS MARKED WITH A WITNESS POST AND SIGN
 DA1486'4 FEET WEST-SOUTHWEST.
 DA1486'
 DA1486'RM 1 IS AN ADOT HWY. DIVISION DISK STAMPED CROSS RM 1 1979 SET IN A
 DA1486'CONCRETE POST 2 FEET NORTH OF EASTBOUND R/W FENCE.
 DA1486'
 DA1486'RM 2 IS AN ADOT HWY. DIVISION DISK STAMPED CROSS RM 2 1979 SET IN A
 DA1486'CONCRETE POST 2 FEET NORTH OF EASTBOUND R/W FENCE.
 DA1486'
 DA1486'TO REACH THE STATION FROM THE SAN SIMON INDIAN SCHOOL LOCATED 1.6
 DA1486'MILES WEST OF TRACY, TRAVEL WEST OF TRACY ON S.R. 86 FOR 2.4 MILES TO
 DA1486'A BARBWIRE GATE ON THE LEFT.  STATION IS LOCATED 28 FEET WEST OF THE
 DA1486'GATE AND 98 FEET SOUTH OF THE CENTERLINE OF THE HWY. AT M.P. 72.55.
 DA1486
 DA1486                          STATION RECOVERY (1997)
 DA1486
 DA1486'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0896 ***********************************************************************
 ES0896  DESIGNATION -  CROSS
 ES0896  PID         -  ES0896
 ES0896  STATE/COUNTY-  AZ/NAVAJO
 ES0896  USGS QUAD   -  HEBER (1990)
 ES0896
 ES0896                         *CURRENT SURVEY CONTROL
 ES0896  ___________________________________________________________________
 ES0896* NAD 83(1992)-  34 27 39.59067(N)    110 30 05.84943(W)     ADJUSTED  
 ES0896* NAVD 88     -      1951.5    (meters)    6403.     (feet)  VERTCON   
 ES0896  ___________________________________________________________________
 ES0896  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ES0896  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0896  HORZ ORDER  -  SECOND
 ES0896
 ES0896.The horizontal coordinates were established by classical geodetic methods
 ES0896.and adjusted by the National Geodetic Survey in August 1993.
 ES0896
 ES0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0896
 ES0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0896
 ES0896.The geoid height was determined by GEOID03.
 ES0896
 ES0896;                    North         East     Units Scale Factor Converg.
 ES0896;SPC AZ E     -   383,836.493   182,586.142   MT  0.99991167   -0 11 22.3
 ES0896;SPC AZ E     - 1,259,306.08    599,035.90   iFT  0.99991167   -0 11 22.3
 ES0896;UTM  12      - 3,813,385.027   545,773.963   MT  0.99962583   +0 16 55.2
 ES0896
 ES0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0896!SPC AZ E     -   0.99969751  x   0.99991167  =   0.99960921
 ES0896!UTM  12      -   0.99969751  x   0.99962583  =   0.99932345
 ES0896
 ES0896|---------------------------------------------------------------------|
 ES0896| PID    Reference Object                     Distance      Geod. Az  |
 ES0896|                                                           dddmmss.s |
 ES0896| DZ1386 CROSS RM 1                            9.106 METERS 08656     |
 ES0896| ES0904 HALTER                              APPROX. 1.5 KM 2670017.9 |
 ES0896| DZ1385 CROSS RM 2                            9.063 METERS 26706     |
 ES0896|---------------------------------------------------------------------|
 ES0896
 ES0896                          SUPERSEDED SURVEY CONTROL
 ES0896
 ES0896  NAD 83(1986)-  34 27 39.58379(N)    110 30 05.85343(W) AD(       ) 2
 ES0896  NGVD 29 (08/03/87) 1950.5    (m)         6399.     (f) VERT ANG    3  
 ES0896
 ES0896.Superseded values are not recommended for survey control.
 ES0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0896.See file dsdata.txt to determine how the superseded data were derived.
 ES0896
 ES0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4577413385(NAD 83)
 ES0896_MARKER: DS = TRIANGULATION STATION DISK
 ES0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0896+STABILITY: SURFACE MOTION
 ES0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0896+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 ES0896
 ES0896  HISTORY     - Date     Condition        Report By
 ES0896  HISTORY     - 1984     MONUMENTED       AZDT
 ES0896  HISTORY     - 19971011 GOOD             USPSQD
 ES0896  HISTORY     - 20051022 GOOD             EVANS
 ES0896
 ES0896                          STATION DESCRIPTION
 ES0896
 ES0896'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0896'THE STATION IS LOCATED 6 MILES AIRLINE NORTHEAST OF HEBER ALONG THE
 ES0896'WEST SIDE OF STATE ROUTE 277.
 ES0896'
 ES0896'THE STATION MARK IS AN AZDT DISK STAMPED---CROSS 1984---.  IT IS SET
 ES0896'IN TOP OF A 10 INCH CONCRETE MONUMENT 103 FEET NORTH OF THE CENTER
 ES0896'LINE OF STATE ROUTE 277.  2 FEET SOUTH OF THE RIGHT OF WAY FENCE AND
 ES0896'175 FEET EAST OF A TRACK ROAD LEADING NORTH.
 ES0896'
 ES0896'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CROSS RM 1 1984---.  IT IS
 ES0896'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0896'
 ES0896'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CROSS RM 2 1984---.  IT IS
 ES0896'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0896'
 ES0896'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0896'AND STATE ROUTE 260.  TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0896'JUNCTION WITH STATE ROUTE 277.  BEAR LEFT AND TRAVEL NORTHEAST ALONG
 ES0896'SR 277 FOR 5.4 MILES TO MILEPOST 311.15 AND THE STATION ON THE LEFT.
 ES0896
 ES0896                          STATION RECOVERY (1997)
 ES0896
 ES0896'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0896'RECOVERED IN GOOD CONDITION.
 ES0896
 ES0896                          STATION RECOVERY (2005)
 ES0896
 ES0896'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4643 ***********************************************************************
 DK4643  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4643  DESIGNATION -  CROSS
 DK4643  PID         -  DK4643
 DK4643  STATE/COUNTY-  AZ/PINAL
 DK4643  USGS QUAD   -  DOUBLE PEAK (1992)
 DK4643
 DK4643                         *CURRENT SURVEY CONTROL
 DK4643  ___________________________________________________________________
 DK4643* NAD 83(2007)-  32 51 50.88111(N)    111 54 42.89786(W)     ADJUSTED  
 DK4643* NAVD 88     -       404.96   (meters)    1328.6    (feet)  GPS OBS   
 DK4643  ___________________________________________________________________
 DK4643  EPOCH DATE  -        2007.00
 DK4643  X           -  -2,001,361.221 (meters)                     COMP
 DK4643  Y           -  -4,975,552.070 (meters)                     COMP
 DK4643  Z           -   3,441,515.039 (meters)                     COMP
 DK4643  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DK4643  ELLIP HEIGHT-         374.500 (meters)          (04/23/08) ADJUSTED
 DK4643  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DK4643  HORZ ORDER  -  B
 DK4643  ELLP ORDER  -  FOURTH    CLASS I
 DK4643
 DK4643.The horizontal coordinates were established by GPS observations
 DK4643.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4643
 DK4643.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4643.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4643.The horizontal coordinates are valid at the epoch date displayed above.
 DK4643.The epoch date for horizontal control is a decimal equivalence
 DK4643.of Year/Month/Day.
 DK4643
 DK4643.The orthometric height was determined by GPS observations and a
 DK4643.high-resolution geoid model.
 DK4643.The orthometric height was determined by GPS observations and a
 DK4643.high-resolution geoid model using precise GPS observation and
 DK4643.processing techniques.
 DK4643
 DK4643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4643
 DK4643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4643
 DK4643.The ellipsoidal height was determined by GPS observations
 DK4643.and is referenced to NAD 83.
 DK4643
 DK4643.The geoid height was determined by GEOID03.
 DK4643
 DK4643;                    North         East     Units Scale Factor Converg.
 DK4643;SPC AZ C     -   206,685.038   213,804.593   MT  0.99990000   +0 00 09.3
 DK4643;SPC AZ C     -   678,100.52    701,458.64   iFT  0.99990000   +0 00 09.3
 DK4643;UTM  12      - 3,636,593.410   414,680.782   MT  0.99968976   -0 29 41.6
 DK4643
 DK4643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4643!SPC AZ C     -   0.99994121  x   0.99990000  =   0.99984121
 DK4643!UTM  12      -   0.99994121  x   0.99968976  =   0.99963098
 DK4643
 DK4643                          SUPERSEDED SURVEY CONTROL
 DK4643
 DK4643.No superseded survey control is available for this station.
 DK4643
 DK4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1468136593(NAD 83)
 DK4643_MARKER: F = FLANGE-ENCASED ROD
 DK4643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4643_STAMPING: CROSS 2006 LS14169
 DK4643_MARK LOGO: NONE  
 DK4643_PROJECTION: FLUSH
 DK4643_MAGNETIC: I = MARKER IS A STEEL ROD
 DK4643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4643+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4643_ROD/PIPE-DEPTH: 11.3 meters
 DK4643_SLEEVE-DEPTH  :  0.6 meters
 DK4643
 DK4643  HISTORY     - Date     Condition        Report By
 DK4643  HISTORY     - 20060830 MONUMENTED       GEOANA
 DK4643
 DK4643                          STATION DESCRIPTION
 DK4643
 DK4643'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DK4643'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH OF VAIVA VO, 9.1 MI
 DK4643'(14.6 KM) WEST OF CASA GRANDE AND 3.1 MI (5.1 KM) EAST-SOUTHEAST OF
 DK4643'STANFIELD.
 DK4643' 
 DK4643'BEGINNING AT THE CASA GRANDE POST OFFICE, GO SOUTH ON PINAL AVENUE A
 DK4643'DISTANCE OF 1.1 MI (1.8 KM) TO ITS INTERSECTION WITH FLORENCE AVENUE.
 DK4643'TURN RIGHT ONTO FLORENCE BOULEVARD AND GO WEST 1.0 MI (1.6 KM) TO ITS
 DK4643'INTERSECTION WITH THORNTON ROAD.  TURN LEFT ON THORNTON ROAD AND GO
 DK4643'SOUTH FOR 0.9 MI (1.4 KM) TO ITS INTERSECTION WITH PETERS ROAD.  TURN
 DK4643'RIGHT AND GO WEST ON PETERS ROAD 7.8 MI (12.6 KM) TO ITS INTERSECTION
 DK4643'WITH RUSSEL ROAD.  TURN LEFT AND GO SOUTH 250 FT (76.2 M) ON RUSSEL
 DK4643'ROAD TO THE POINT WHICH IS 40 FT (12.2 M) EAST OF EAST EDGE OF RUSSEL
 DK4643'ROAD.  POINT IS 4 FT (1.2 M) ABOVE THE ROADBED OF RUSSEL ROAD AND 10
 DK4643'FT (3.0 M) WEST OF NORTH-SOUTH FENCE LINE   MARK IS A 9/16 INCH (1.4
 DK4643'CM) STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 37 FT (11.3 M) AND IS
 DK4643'INSIDE A 6  PVC PIPE TUBE IN CONCRETE WITH ALUMINUM CAPPED LID, MARKED
 DK4643''CROSS - 2006 - LS14169'.  MARK IS 3.0 FT (0.9 M) ABOVE THE ROADBED OF
 DK4643'RUSSELL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0944 ***********************************************************************
 FR0944  DESIGNATION -  CROSS MOUNTAIN
 FR0944  PID         -  FR0944
 FR0944  STATE/COUNTY-  AZ/YAVAPAI
 FR0944  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0944
 FR0944                         *CURRENT SURVEY CONTROL
 FR0944  ___________________________________________________________________
 FR0944* NAD 83(1992)-  35 09 32.96587(N)    113 14 33.93807(W)     ADJUSTED  
 FR0944* NAVD 88     -      1964.8    (meters)    6446.     (feet)  VERTCON   
 FR0944  ___________________________________________________________________
 FR0944  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 FR0944  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FR0944  HORZ ORDER  -  SECOND
 FR0944
 FR0944.The horizontal coordinates were established by classical geodetic methods
 FR0944.and adjusted by the National Geodetic Survey in August 1993.
 FR0944
 FR0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0944
 FR0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0944
 FR0944.The geoid height was determined by GEOID03.
 FR0944
 FR0944;                    North         East     Units Scale Factor Converg.
 FR0944;SPC AZ C     -   462,034.850    92,546.601   MT  1.00007983   -0 45 49.4
 FR0944;SPC AZ C     - 1,515,862.37    303,630.58   iFT  1.00007983   -0 45 49.4
 FR0944;SPC AZ W     -   461,362.845   259,572.244   MT  0.99995964   +0 17 31.6
 FR0944;SPC AZ W     - 1,513,657.63    851,614.97   iFT  0.99995964   +0 17 31.6
 FR0944;UTM  12      - 3,892,996.192   295,723.733   MT  1.00011430   -1 17 31.0
 FR0944
 FR0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0944!SPC AZ C     -   0.99969585  x   1.00007983  =   0.99977566
 FR0944!SPC AZ W     -   0.99969585  x   0.99995964  =   0.99965550
 FR0944!UTM  12      -   0.99969585  x   1.00011430  =   0.99981012
 FR0944
 FR0944:                Primary Azimuth Mark                     Grid Az
 FR0944:SPC AZ C     -  CROSS MOUNTAIN AZ MK                     064 58 11.6
 FR0944:SPC AZ W     -  CROSS MOUNTAIN AZ MK                     063 54 50.6
 FR0944:UTM  12      -  CROSS MOUNTAIN AZ MK                     065 29 53.2
 FR0944
 FR0944|---------------------------------------------------------------------|
 FR0944| PID    Reference Object                     Distance      Geod. Az  |
 FR0944|                                                           dddmmss.s |
 FR0944| CH2996 CROSS MOUNTAIN AZ MK                               0641222.2 |
 FR0944| CH2997 CROSS MOUNTAIN RM 1                   7.231 METERS 18735     |
 FR0944| CH2998 CROSS MOUNTAIN RM 2                   5.613 METERS 26123     |
 FR0944| FR0946 LOS ANGELES ALBUQ AWY BCN 31        APPROX. 8.6 KM 3363759.0 |
 FR0944|---------------------------------------------------------------------|
 FR0944
 FR0944                          SUPERSEDED SURVEY CONTROL
 FR0944
 FR0944  NAD 83(1986)-  35 09 32.96533(N)    113 14 33.94335(W) AD(       ) 2
 FR0944  NAD 27      -  35 09 32.94200(N)    113 14 31.19400(W) AD(       ) 2
 FR0944  NGVD 29 (07/19/86) 1963.8    (m)         6443.     (f) VERT ANG    3  
 FR0944
 FR0944.Superseded values are not recommended for survey control.
 FR0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0944.See file dsdata.txt to determine how the superseded data were derived.
 FR0944
 FR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9572492996(NAD 83)
 FR0944_MARKER: DS = TRIANGULATION STATION DISK
 FR0944_SETTING: 66 = SET IN ROCK OUTCROP
 FR0944_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0944
 FR0944  HISTORY     - Date     Condition        Report By
 FR0944  HISTORY     - 1944     MONUMENTED       CGS
 FR0944  HISTORY     - 1955     GOOD             CGS
 FR0944  HISTORY     - 1962     GOOD             CGS
 FR0944  HISTORY     - 1962     GOOD             USGS
 FR0944
 FR0944                          STATION DESCRIPTION
 FR0944
 FR0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0944'STATION IS ON THE HIGHEST AND MOST NE OF THE THREE POINTS
 FR0944'WHICH FORM THE HIGHEST AND MOST S PART OF CROSS MOUNTAIN.
 FR0944'IT IS 25 MILES SW OF SELIGMAN.
 FR0944'
 FR0944'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK.
 FR0944'IT IS STAMPED CROSS MT 1944.
 FR0944'
 FR0944'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN
 FR0944'BEDROCK AND IS STAMPED CROSS MT NO 1 1944.  IT IS ABOUT 1 FOOT
 FR0944'LOWER IN ELEVATION THAN STATION MARK.
 FR0944'
 FR0944'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 FR0944'BEDROCK AND IS STAMPED CROSS MT NO 2 1944.  IT IS ABOUT 1 FOOT
 FR0944'LOWER IN ELEVATION THAN STATION MARK.
 FR0944'
 FR0944'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN BEDROCK
 FR0944'AND IS STAMPED CROSS MT 1944.
 FR0944'
 FR0944'TO REACH STATION FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR
 FR0944'2.8 MILES TO GRADED ROAD ON LEFT.  TAKE GRADED ROAD, CROSS
 FR0944'RAILROAD TRACKS, AND GO SW FOR 10.5 MILES.  TAKE RIGHT FORK AND
 FR0944'GO 2.4 MILES, TAKE LEFT FORK AND GO 7.4 MILES TO A TRACK
 FR0944'ROAD ON THE LEFT.  THIS IS 0.9 MILE E OF SIGN DEPT. OF COMMERCE
 FR0944'SITE NO. 31.  TURN VERY SHARP LEFT AND FOLLOW TRACK ROAD ESE
 FR0944'5.2 MILES, TAKE RIGHT FORK AND GO 0.2 MILE TO GATE AT COOK
 FR0944'TANK.  PASS THROUGH GATE AND GO 0.2 MILE TO GATE.  AZIMUTH
 FR0944'MARK IS 68 PACES SE OF THIS GATE, 3 PACES NE OF FENCE.  PASS
 FR0944'THROUGH THIS GATE AND CONTINUE ON DIM TRACK ROAD S 2.5 MILES
 FR0944'TO DIRT TANK.  TURN SHARP RIGHT JUST NE OF TANK AND GO
 FR0944'ACROSS COUNTRY WNW TOWARD CROSS MOUNTAIN, THROUGH CEDARS,
 FR0944'FOR 1.9 MILES TO A N-S FENCE AND END OF TRUCK TRAVEL.  (IF
 FR0944'FENCE IS TAKEN DOWN A TRUCK CAN BE DRIVEN APPROXIMATELY 1
 FR0944'MILE FARTHER TOWARD MOUNTAIN.) PACK TOWARDS WASH ON THE E
 FR0944'SIDE OF MOUNTAIN, THENCE UP WASH TO SADDLE, THEN GO RIGHT (NE)
 FR0944'UP SLOPE TO THE HIGHEST POINT AND STATION.  ONE-HOUR PACK.
 FR0944'
 FR0944'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0944
 FR0944                          STATION RECOVERY (1955)
 FR0944
 FR0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0944'THE AZIMUTH MARK WAS RECOVERED, BUT THE STATION WAS NOT
 FR0944'VISITED.  DIRECTIONS FOR REACHING THE STATION, CONTAINED
 FR0944'IN THE ORIGINAL DESCRIPTION, WERE FOLLOWED, AND FROM THE
 FR0944'AZIMUTH MARK A STAND COULD BE SEEN IN THE AREA DESCRIBED AS
 FR0944'THE STATION SITE.
 FR0944'
 FR0944'IT WAS NOTED THAT THE AZIMUTH MARK IS LOCATED 68 PACES SE OF
 FR0944'THE FIRST GATE AT COOK TANK RATHER THAN THE SECOND GATE.
 FR0944
 FR0944                          STATION RECOVERY (1962)
 FR0944
 FR0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0944'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1944 DESCRIPTION
 FR0944'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION, THE DISTANCE
 FR0944'AND DIRECTION TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 FR0944'
 FR0944'A COMPLETE NEW TO REACH THE STATION FOLLOWS--
 FR0944'
 FR0944'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0944'SOUTH FOR 0.05 MILE, TURN RIGHT, GO NORTHWEST ON U.S. HIGHWAY
 FR0944'66 FOR 2.95 MILES TO A SIDE ROAD LEFT, TURN LEFT, CROSS
 FR0944'RAILROAD TRACKS AND GO WESTERLY ON A GRADED ROAD FOR 10.6 MILES
 FR0944'TO FORKS AND SIGN DOBSON LIVESTOCK CO., FORT ROCK RANCH,
 FR0944'TAKE RIGHT FORK, CONTINUE WESTERLY ON THE MAIN GRADED ROAD FOR
 FR0944'8.7 MILES TO A CATTLE GUARD, CONTINUE WESTERLY ON THE MAIN
 FR0944'GRADED ROAD FOR 1.6 MILES TO A TRACK CROSSROAD, TURN LEFT, GO
 FR0944'SOUTHEASTERLY ON A DIM TRACK ROAD, CROSSING TWO PIPELINES FOR 0.9
 FR0944'MILE TO AN OPEN AREA AND A SMALL POND, TURN RIGHT, FOLLOW
 FR0944'TRACK ROAD SOUTHERLY FOR 1.8 MILES TO A BLACK TANK AND
 FR0944'CORRALS ON THE LEFT, CONTINUE SOUTHERLY ON THE MAIN TRACK
 FR0944'ROAD FOR 2.75 MILES TO A GATE AT THE NORTHWEST CORNER OF
 FR0944'POND.  THE AZIMUTH MARK IS ABOUT 200 FEET SOUTH OF THIS
 FR0944'GATE AND ABOUT 200 FEET WEST OF THE POND.  FROM THE GATE GO
 FR0944'SOUTHWESTERLY ON DIM TRACK ROAD AND COW PATH FOR 2.5 MILES TO
 FR0944'A POND ON THE LEFT, TURN RIGHT AND FOLLOW DIM TRACK ROAD
 FR0944'NORTHWESTERLY THROUGH TIMBER FOR 2.0 MILES TO A
 FR0944'NORTH-SOUTH FENCE, GO THROUGH FENCE AND GO WESTERLY
 FR0944'THROUGH TIMBER FOR 1.0 MILE TO A SMALL WASH AND END OF
 FR0944'TRUCK TRAVEL ON THE EAST SIDE OF CROSS MOUNTAIN.  FROM THIS
 FR0944'POINT PACK NORTHWEST ALONG SADDLE TO CENTER OF HILL, BEAR
 FR0944'RIGHT AND GO NORTHEAST TO TOP OF HILL AND THE STATION AT THE
 FR0944'NORTHEAST END OF THE MOUNTAIN.
 FR0944'
 FR0944'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0944
 FR0944                          STATION RECOVERY (1962)
 FR0944
 FR0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FR0944'RM 1 AND RM 2 NOT MEASURED.
 FR0944'
 FR0944'DESCRIBED IN U. S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 35 113
 FR0944'2, STATION 1007.
 FR0944'
 FR0944'ALL MARKS IN GOOD CONDITION.
 FR0944'
 FR0944'TO REACH WAS NOT CHECKED.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0571 ***********************************************************************
 DA0571  DESIGNATION -  CROSSING
 DA0571  PID         -  DA0571
 DA0571  STATE/COUNTY-  AZ/MARICOPA
 DA0571  USGS QUAD   -  THEBA (1973)
 DA0571
 DA0571                         *CURRENT SURVEY CONTROL
 DA0571  ___________________________________________________________________
 DA0571* NAD 83(1992)-  32 55 04.59063(N)    112 54 20.11949(W)     ADJUSTED  
 DA0571* NAVD 88     -       219.278  (meters)     719.41   (feet)  ADJUSTED  
 DA0571  ___________________________________________________________________
 DA0571  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DA0571  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0571  DYNAMIC HT  -         219.023 (meters)     718.58  (feet)  COMP
 DA0571  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DA0571
 DA0571  HORZ ORDER  -  FIRST
 DA0571  VERT ORDER  -  FIRST     CLASS II
 DA0571
 DA0571.The horizontal coordinates were established by classical geodetic methods
 DA0571.and adjusted by the National Geodetic Survey in August 1993.
 DA0571
 DA0571.The orthometric height was determined by differential leveling
 DA0571.and adjusted in June 1991.
 DA0571
 DA0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0571
 DA0571.The geoid height was determined by GEOID03.
 DA0571
 DA0571.The dynamic height is computed by dividing the NAVD 88
 DA0571.geopotential number by the normal gravity value computed on the
 DA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0571.degrees latitude (g = 980.6199 gals.).
 DA0571
 DA0571.The modeled gravity was interpolated from observed gravity values.
 DA0571
 DA0571;                    North         East     Units Scale Factor Converg.
 DA0571;SPC AZ C     -   213,085.715   120,863.953   MT  1.00000546   -0 32 14.8
 DA0571;SPC AZ C     -   699,100.11    396,535.28   iFT  1.00000546   -0 32 14.8
 DA0571;UTM  12      - 3,643,800.702   321,809.685   MT  0.99999152   -1 02 09.0
 DA0571
 DA0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0571!SPC AZ C     -   0.99997050  x   1.00000546  =   0.99997596
 DA0571!UTM  12      -   0.99997050  x   0.99999152  =   0.99996203
 DA0571
 DA0571|---------------------------------------------------------------------|
 DA0571| PID    Reference Object                     Distance      Geod. Az  |
 DA0571|                                                           dddmmss.s |
 DA0571| DA0573 CROSSING RM 2                        19.218 METERS 04328     |
 DA0571| DA0570 E 320                                              2601006.4 |
 DA0571| CU8302 CROSSING RM 3                                      2630055.2 |
 DA0571| CH5037 CROSSING RM 4                        19.005 METERS 29846     |
 DA0571| CH5036 CROSSING RM 3                        19.004 METERS 29852     |
 DA0571| DA0572 CROSSING RM 1                        19.175 METERS 29919     |
 DA0571|---------------------------------------------------------------------|
 DA0571
 DA0571                          SUPERSEDED SURVEY CONTROL
 DA0571
 DA0571  NAD 83(1986)-  32 55 04.58395(N)    112 54 20.12475(W) AD(       ) 1
 DA0571  NAD 27      -  32 55 04.40600(N)    112 54 17.50400(W) AD(       ) 1
 DA0571  NGVD 29 (??/??/92)  218.700  (m)          717.52   (f) ADJ UNCH    1 2
 DA0571
 DA0571.Superseded values are not recommended for survey control.
 DA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0571.See file dsdata.txt to determine how the superseded data were derived.
 DA0571
 DA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2181043801(NAD 83)
 DA0571_MARKER: DS = TRIANGULATION STATION DISK
 DA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0571_STAMPING: CROSSING 1934
 DA0571_MARK LOGO: CGS   
 DA0571_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0571+STABILITY: SURFACE MOTION
 DA0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0571+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0571
 DA0571  HISTORY     - Date     Condition        Report By
 DA0571  HISTORY     - 1934     MONUMENTED       CGS
 DA0571  HISTORY     - 1949     GOOD             USGS
 DA0571  HISTORY     - 1952     GOOD             CGS
 DA0571  HISTORY     - 1953     GOOD             AZHD
 DA0571  HISTORY     - 1958     GOOD             CGS
 DA0571  HISTORY     - 1960     GOOD             CGS
 DA0571  HISTORY     - 1960     GOOD             NGS
 DA0571  HISTORY     - 1971     GOOD             NGS
 DA0571  HISTORY     - 1971     GOOD             NGS
 DA0571  HISTORY     - 1974     GOOD             NGS
 DA0571  HISTORY     - 1980     GOOD             NGS
 DA0571  HISTORY     - 1980     GOOD             NGS
 DA0571  HISTORY     - 1980     GOOD             NGS
 DA0571  HISTORY     - 20060128 GOOD             USPSQD
 DA0571  HISTORY     - 20060128 GOOD             USPSQD
 DA0571  HISTORY     - 20070626 GOOD             GEOCAC
 DA0571
 DA0571                          STATION DESCRIPTION
 DA0571
 DA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA0571'ABOUT 10 MILES WEST OF GILA BEND, ON RAILROAD PROPERTY SOUTH
 DA0571'OF HIGHWAY BETWEEN RAILROAD AND FENCE, AND 250 FEET WEST OF
 DA0571'RAILROAD CROSSING.  MARKED BY STANDARD BRONZE DISKS.
 DA0571'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA0571'REFERENCE DISK, IS 19.162 METERS (62.87 FEET) FROM
 DA0571'STATION.  REFERENCE MARK NO. 2, A
 DA0571'STANDARD BRONZE REFERENCE DISK, IS 19.234 METERS (63.10
 DA0571'FEET) FROM STATION.  AZIMUTH MARK
 DA0571'(REFERENCE MARK NO. 3), A STANDARD BRONZE DISK SET IN
 DA0571'CONCRETE CULVERT ON NORTH SIDE OF ROAD, IS ONE-HALF MILE
 DA0571'FROM STATION S 83 DEG 00 MIN W.
 DA0571
 DA0571                          STATION RECOVERY (1949)
 DA0571
 DA0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA0571'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA0571'AGREE WITH NGS.
 DA0571
 DA0571                          STATION RECOVERY (1952)
 DA0571
 DA0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0571'STATION IS LOCATED 11.2 MILES W ALONG THE SOUTHERN PACIFIC
 DA0571'CO. RAILROAD FROM THE WATER TANK AT GILA BEND, 109 FEET SW
 DA0571'OF THE APPROXIMATE CENTER OF A ROAD CROSSING, 63 FEET SE OF R.M.
 DA0571'1, 62.6 FEET SW OF R.M. 2, AND 90.6 FEET S OF THE CENTER LINE
 DA0571'OF THE HIGHWAY.  IT IS 57.4 FEET N OF THE N RAIL OF THE RAILROAD,
 DA0571'1.9 FEET E OF A WITNESS POST, 39 FEET S OF A FENCE, ABOUT 3
 DA0571'FEET LOWER THAN THE TRACK.
 DA0571'
 DA0571'STATION MARK IS A STANDARD STATION DISK, STAMPED CROSSING 1934,
 DA0571'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA0571'THE GROUND.
 DA0571'
 DA0571'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED CROSSING
 DA0571'R.M. NO. 1 1934, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0571'0.1 FOOT ABOVE THE GROUND.  IT IS 63 FEET NW OF THE STATION,
 DA0571'51.3 FEET S OF THE CENTER LINE OF THE HIGHWAY, 96.6 FEET
 DA0571'N OF THE N RAIL, 100 FEET W OF R.M. 2, AND 3 FEET LOWER THAN
 DA0571'THE TRACK.
 DA0571'
 DA0571'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED CROSSING
 DA0571'R.M. NO 2 1934, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0571'0.3 FOOT ABOVE THE GROUND.  IT IS 105 FEET N OF A ROAD CROSSING,
 DA0571'53 FEET S OF U.S. HIGHWAY 80, 100 FEET E OF R.M. 1, 62.6
 DA0571'FEET NE OF THE STATION, 0.8 FOOT S OF A FENCE, AND 3 FEET
 DA0571'LOWER THAN THE TRACK.
 DA0571
 DA0571                          STATION RECOVERY (1953)
 DA0571
 DA0571'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1953 (DKC)
 DA0571'AZIMUTH MARK WAS NOT FOUND.  EVIDENTLY DESTROYED BY HIGHWAY
 DA0571'CONSTRUCTION.
 DA0571
 DA0571                          STATION RECOVERY (1958)
 DA0571
 DA0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 DA0571'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DA0571'AZIMUTH MARK (REFERENCE MARK NO. 3) WAS NOT SEARCHED FOR.
 DA0571'DESCRIPTION BY JRP IN 1952 ADEQUATE AND CORRECT.
 DA0571
 DA0571                          STATION RECOVERY (1960)
 DA0571
 DA0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0571'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DA0571'TO BE IN GOOD CONDITION.  THE HIGHWAY MENTIONED IN THE 1934
 DA0571'DESCRIPTION IS NOW A FRONTAGE ROAD.  A DIFFERENCE OF MARK
 DA0571'MEASUREMENTS WAS NOTED IN THE FIELD.  A NEW DESCRIPTION FOLLOWS--
 DA0571'
 DA0571'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GILA BEND,
 DA0571'GO SOUTH ON MARTIN AVENUE FOR 1/2 BLOCK TO THE INTERSECTION
 DA0571'AND JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 85.  TURN RIGHT
 DA0571'ON U.S. HIGHWAY 80 AND GO WEST FOR 5 MILES TO THE CITRUS VALLEY
 DA0571'ROAD TURNOFF.  CONTINUE WEST ON U.S. HIGHWAY 80 FOR 4.9 MILES
 DA0571'TO THE THEBA OVERPASS.  TURN RIGHT AND PASS UNDER THE OVERPASS
 DA0571'THEN RIGHT ONTO THE FRONTAGE ROAD PAST THE ELEMENTARY SCHOOL
 DA0571'AND CONTINUE WEST FOR 1 MILE TO A RAILROAD CROSSING AND THE
 DA0571'STATION AT THE NORTHWEST INTERSECTION.
 DA0571'
 DA0571'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED CROSSING
 DA0571'1934, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DA0571'FLUSH WITH GROUND LEVEL.  MARK IS 250 FEET WEST OF A RAILROAD
 DA0571'CROSSING, AND 3 FEET EAST OF A METAL WITNESS POST.
 DA0571'
 DA0571'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 DA0571'CROSSING NO 1 1934, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DA0571'MONUMENT WHICH IS FLUSH WITH GROUND LEVEL AND ABOUT 20 FEET
 DA0571'SOUTH OF THE APPROXIMATE CENTER LINE OF A FRONTAGE ROAD.  MARK
 DA0571'IS SET IN AN EAST-WEST FENCE LINE.
 DA0571'
 DA0571'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 DA0571'CROSSING NO 2 1934, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DA0571'MONUMENT WHICH IS FLUSH WITH GROUND LEVEL, AND ABOUT 20
 DA0571'FEET SOUTH OF THE APPROXIMATE CENTER LINE OF A FRONTAGE ROAD.
 DA0571'MARK IS SET IN AN EAST-WEST FENCE LINE.
 DA0571'
 DA0571'BENCH MARK E 320 1952 WAS USED AS AN AZIMUTH MARK.  IT IS A
 DA0571'STANDARD BRONZE BENCH MARK DISK STAMPED E 320 1952, SET IN
 DA0571'THE TOP OF A 10 INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 DA0571'ABOVE GROUND LEVEL.  MARK IS 6 FEET EAST OF A TELEPHONE POLE,
 DA0571'2 FEET WEST OF A WITNESS POST AND DIRECTLY BENEATH A TELEPHONE
 DA0571'LINE.
 DA0571'
 DA0571'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE TELEPHONE
 DA0571'MAINTENANCE ROAD WESTERLY FOR 0.2 MILE TO THE MARK AS DESCRIBED
 DA0571'ABOVE.
 DA0571
 DA0571                          STATION RECOVERY (1960)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0571'11.2 MI W FROM GILA BEND.
 DA0571'11.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER
 DA0571'TANK AT GILA BEND, 250 FEET WEST OF A GRADE CROSSING, 57 FEET NORTH OF
 DA0571'THE NORTH RAIL, 63.06 FEET SOUTHWEST OF R.M. 2, 62.91 FEET EAST OF
 DA0571'R.M. 1, 3 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 DA0571'CONCRETE POST FLUSH WITH THE GROUND.
 DA0571
 DA0571                          STATION RECOVERY (1971)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0571'THE STATION MARK, REFERENCE MARK 2 AND THE BENCH MARK, (AZIMUTH
 DA0571'MARK) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 DA0571'MARK 1 HAS BEEN DESTROYED BY CONSTRUCTION.  A NEW REFERENCE
 DA0571'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION
 DA0571'TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE 1960 DATA.
 DA0571'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA0571'
 DA0571'THE STATION IS LOCATED ABOUT 11 MILES WEST OF GILA BEND,
 DA0571'ON THE SOUTH SIDE OF THE FRONTAGE ROAD FOR INTERSTATE HIGHWAY
 DA0571'8 AND ON RAILROAD RIGHT-OF-WAY.
 DA0571'
 DA0571'TO REACH THE STATION FROM THE JUNCTION OF EUCLID AVENUE AND
 DA0571'PIMA STREET U.S. 80, 1 BLOCK SOUTH OF THE POST OFFICE IN
 DA0571'GILA BEND GO WEST ON PIMA STREET U.S. 80 FOR 1.35 MILES TO
 DA0571'THE JUNCTION OF INTERSTATE HIGHWAY 8.  CONTINUE WEST ON INTERSTATE
 DA0571'HIGHWAY 8 FOR 8.8 MILES TO THE THEBA ROAD EXIT.  BEAR RIGHT
 DA0571'AND GO WEST ON THE EXIT ROAD FOR 0.3 MILE TO THE JUNCTION OF
 DA0571'THEBA ROAD.  TURN LEFT AND GO SOUTH ON THEBA ROAD, (PASSING
 DA0571'UNDER THE HIGHWAY) FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN
 DA0571'RIGHT AND GO WEST ON THE FRONTAGE ROAD FOR 1.1 MILES TO THE
 DA0571'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK CONTINUE
 DA0571'AHEAD WEST ON THE FRONTAGE ROAD FOR 0.25 MILE TO THE BENCH
 DA0571'MARK ON THE LEFT.
 DA0571'
 DA0571'THE STATION MARK IS A STANDARD DISK STAMPED CROSSING 1934,
 DA0571'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DA0571'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET
 DA0571'SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 57.4 FEET NORTH OF THE
 DA0571'NORTH RAIL OF THE RAILROAD TRACK AND 2.4 FEET EAST-SOUTHEAST
 DA0571'OF A METAL WITNESS POST WITH SIGN.
 DA0571'
 DA0571'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROSSING NO 2 1934,
 DA0571'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DA0571'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 96 FEET
 DA0571'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 63 FEET WEST
 DA0571'OF THE CENTER OF THE GRAVELED ROAD AND 53 FEET SOUTH OF THE
 DA0571'CENTER OF THE FRONTAGE ROAD.
 DA0571'
 DA0571'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CROSSING NO 3 1934
 DA0571'1971, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DA0571'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 95.5
 DA0571'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 60 FEET
 DA0571'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 52
 DA0571'FEET SOUTH OF THE CENTER OF THE FRONTAGE ROAD.
 DA0571'
 DA0571'BENCH MARK E 320, USED AS AN AZIMUTH MARK IS STAMPED E 320
 DA0571'1952, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 DA0571'IS 12-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 DA0571'SURFACE.  IT IS 38.5 FEET NORTH OF THE NORTH RAIL OF THE
 DA0571'RAILROAD TRACK, 2.5 FEET EAST OF TELEPHONE POLE F AND 2.5
 DA0571'FEET WEST OF A 4X4 WOODEN WITNESS POST.
 DA0571'
 DA0571'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA0571'
 DA0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES WEST
 DA0571'OF GILA BEND
 DA0571
 DA0571                          STATION RECOVERY (1971)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0571'RECOVERED IN GOOD CONDITION.
 DA0571
 DA0571                          STATION RECOVERY (1974)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DA0571'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DA0571'RECOVERED AS DESCRIBED IN 1960.  REFERENCE MARK 3 1971 WAS
 DA0571'FOUND DISTURBED AND WAS RESET AT THIS TIME.  THE STAMPING
 DA0571'WAS ALTERED TO READ CROSSING NO 4 1934 1974.  THE MARK IS
 DA0571'60-1/2 FEET SOUTHWEST OF THE WITNESS POST AND 51 FEET SOUTH
 DA0571'OF THE FRONTAGE ROAD.
 DA0571'
 DA0571'THE ROUTE TO THE STATION IS ADEQUATE.
 DA0571'
 DA0571'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0571'
 DA0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DA0571'WEST OF GILA BEND
 DA0571
 DA0571                          STATION RECOVERY (1980)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0571'18.1 KM (11.25 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0571'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0571'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0571'17.7 METERS (58.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 27.6 METERS
 DA0571'(90.5 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0571'HIGHWAY 80), 30.8 METERS (101 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0571'GRADED ROAD.
 DA0571'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DA0571'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0571
 DA0571                          STATION RECOVERY (1980)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0571'18.1 KM (11.25 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0571'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0571'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0571'17.7 METERS (58.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 27.6 METERS
 DA0571'(90.5 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S.
 DA0571'HIGHWAY 80), 30.8 METERS (101 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0571'GRADED ROAD.
 DA0571'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DA0571'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0571
 DA0571                          STATION RECOVERY (1980)
 DA0571
 DA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0571'RECOVERED IN GOOD CONDITION.
 DA0571
 DA0571                          STATION RECOVERY (2006)
 DA0571
 DA0571'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0571'RECOVERED AS DESCRIBED.
 DA0571
 DA0571                          STATION RECOVERY (2006)
 DA0571
 DA0571'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0571'RECOVERED AS DESCRIBED.
 DA0571
 DA0571                          STATION RECOVERY (2007)
 DA0571
 DA0571'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0573 ***********************************************************************
 DA0573  DESIGNATION -  CROSSING RM 2
 DA0573  PID         -  DA0573
 DA0573  STATE/COUNTY-  AZ/MARICOPA
 DA0573  USGS QUAD   -  THEBA (1973)
 DA0573
 DA0573                         *CURRENT SURVEY CONTROL
 DA0573  ___________________________________________________________________
 DA0573* NAD 83(1992)-  32 55 05.04340(N)    112 54 19.61067(W)     ADJUSTED  
 DA0573* NAVD 88     -       219.371  (meters)     719.72   (feet)  ADJUSTED  
 DA0573  ___________________________________________________________________
 DA0573  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DA0573  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0573  DYNAMIC HT  -         219.117 (meters)     718.89  (feet)  COMP
 DA0573  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 DA0573
 DA0573  HORZ ORDER  -  FIRST
 DA0573  VERT ORDER  -  FIRST     CLASS II
 DA0573
 DA0573.The horizontal coordinates were established by classical geodetic methods
 DA0573.and adjusted by the National Geodetic Survey in August 1993.
 DA0573
 DA0573.The orthometric height was determined by differential leveling
 DA0573.and adjusted in June 1991.
 DA0573
 DA0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0573
 DA0573.The geoid height was determined by GEOID03.
 DA0573
 DA0573.The dynamic height is computed by dividing the NAVD 88
 DA0573.geopotential number by the normal gravity value computed on the
 DA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0573.degrees latitude (g = 980.6199 gals.).
 DA0573
 DA0573.The modeled gravity was interpolated from observed gravity values.
 DA0573
 DA0573;                    North         East     Units Scale Factor Converg.
 DA0573;SPC AZ C     -   213,099.539   120,877.304   MT  1.00000543   -0 32 14.6
 DA0573;SPC AZ C     -   699,145.47    396,579.08   iFT  1.00000543   -0 32 14.6
 DA0573;UTM  12      - 3,643,814.409   321,823.155   MT  0.99999146   -1 02 08.8
 DA0573
 DA0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0573!SPC AZ C     -   0.99997049  x   1.00000543  =   0.99997592
 DA0573!UTM  12      -   0.99997049  x   0.99999146  =   0.99996195
 DA0573
 DA0573:                Primary Azimuth Mark                     Grid Az
 DA0573:SPC AZ C     -  THEBA 2                                  079 46 27.4
 DA0573:UTM  12      -  THEBA 2                                  080 16 21.6
 DA0573
 DA0573|---------------------------------------------------------------------|
 DA0573| PID    Reference Object                     Distance      Geod. Az  |
 DA0573|                                                           dddmmss.s |
 DA0573| DA1168 THEBA 2                             APPROX. 1.2 KM 0791412.8 |
 DA0573| DA0571 CROSSING                             19.218 METERS 22328     |
 DA0573|---------------------------------------------------------------------|
 DA0573
 DA0573                          SUPERSEDED SURVEY CONTROL
 DA0573
 DA0573  NAD 83(1986)-  32 55 05.03677(N)    112 54 19.61586(W) AD(       ) 1
 DA0573  NAD 27      -  32 55 04.85881(N)    112 54 16.99523(W) AD(       ) 1
 DA0573  NGVD 29 (??/??/92)  218.790  (m)          717.81   (f) ADJ UNCH    1 2
 DA0573
 DA0573.Superseded values are not recommended for survey control.
 DA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0573.See file dsdata.txt to determine how the superseded data were derived.
 DA0573
 DA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2182343814(NAD 83)
 DA0573_MARKER: DR = REFERENCE MARK DISK
 DA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0573_STAMPING: CROSSING NO 2 1934
 DA0573_MARK LOGO: CGS   
 DA0573_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0573+STABILITY: SURFACE MOTION
 DA0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0573+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0573
 DA0573  HISTORY     - Date     Condition        Report By
 DA0573  HISTORY     - 1971     MONUMENTED       NGS
 DA0573  HISTORY     - 1960     GOOD             NGS
 DA0573  HISTORY     - 1971     GOOD             NGS
 DA0573  HISTORY     - 1980     GOOD             NGS
 DA0573  HISTORY     - 1980     GOOD             NGS
 DA0573  HISTORY     - 1980     GOOD             NGS
 DA0573  HISTORY     - 20060128 GOOD             USPSQD
 DA0573  HISTORY     - 20060128 GOOD             USPSQD
 DA0573  HISTORY     - 20070626 GOOD             GEOCAC
 DA0573
 DA0573                          STATION DESCRIPTION
 DA0573
 DA0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0573'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROSSING NO 2 1934, SET
 DA0573'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 DA0573'INCHES ABOVE THE GROUND SURFACE.  IT IS 96 FT NORTH OF THE NORTH RAIL
 DA0573'OF THE RAILROAD TRACK, 63 FT WEST OF THE CENTER OF THE GRAVELED ROAD
 DA0573'AND 53 FT SOUTH OF THE CENTER OF THE FRONTAGE ROAD.
 DA0573'
 DA0573'TO REACH STATION CROSSING FROM THE JUNCTION OF EUCLID AVENUE AND PIMA
 DA0573'STREET US 80, 1 BLOCK SOUTH OF THE POST OFFICEIN GILA BEND GO WEST ON
 DA0573'PIMA STREET US 80 FOR 1.35 MILES TO THE JUNCTION OF INTERSTATE HWY
 DA0573'8.  CONTINUE WEST ON INTERSTATE HWY 8 FOR 8.8 MILES TO THE THEBA ROAD
 DA0573'EXIT.  BEAR RIGHT AND GO WEST ON THE EXIT ROAD FOR 0.3 MILE TO THE
 DA0573'JUNCTION OF THEBA ROAD.   TURN LEFT AND GO SOUTH ON THEBA ROAD,
 DA0573'(PASSING UNDER THE HWY) FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 DA0573'AND GO WEST ON THE FRONTAGE RD. FOR 1.1 MI TO THE STATION ON THE LEFT.
 DA0573
 DA0573                          STATION RECOVERY (1960)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0573'11.2 MI W FROM GILA BEND.
 DA0573'11.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER
 DA0573'TANK AT GILA BEND, 63.06 FEET NORTHEAST OF THE STATION MARK, 6 FEET
 DA0573'EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN A
 DA0573'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 DA0573
 DA0573                          STATION RECOVERY (1971)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0573'RECOVERED IN GOOD CONDITION.
 DA0573
 DA0573                          STATION RECOVERY (1980)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0573'18.1 KM (11.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0573'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0573'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0573'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 19.2 METERS
 DA0573'(63.0 FT) NORTH OF THE TRIANGULATION STATION CROSSING, 15.5 METERS
 DA0573'(51.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0573'HIGHWAY 80), 15.4 METERS (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0573'GRADED ROAD.
 DA0573'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0573'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0573
 DA0573                          STATION RECOVERY (1980)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0573'18.1 KM (11.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0573'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI) SOUTHWEST OF
 DA0573'RAILROAD MILEPOLE 845, AT A GRADED ROAD CROSSING LEADING SOUTHEAST,
 DA0573'29.7 METERS (97.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 19.2 METERS
 DA0573'(63.0 FT) NORTH OF THE TRIANGULATION STATION CROSSING, 15.5 METERS
 DA0573'(51.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0573'HIGHWAY 80), 15.4 METERS (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DA0573'GRADED ROAD.
 DA0573'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0573'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0573
 DA0573                          STATION RECOVERY (1980)
 DA0573
 DA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0573'RECOVERED IN GOOD CONDITION.
 DA0573
 DA0573                          STATION RECOVERY (2006)
 DA0573
 DA0573'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0573'RECOVERED AS DESCRIBED.
 DA0573
 DA0573                          STATION RECOVERY (2006)
 DA0573
 DA0573'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0573'RECOVERED AS DESCRIBED.
 DA0573
 DA0573                          STATION RECOVERY (2007)
 DA0573
 DA0573'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1092 ***********************************************************************
 ET1092  DESIGNATION -  CROW
 ET1092  PID         -  ET1092
 ET1092  STATE/COUNTY-  AZ/MOHAVE
 ET1092  USGS QUAD   -  GUNSIGHT CANYON (1967)
 ET1092
 ET1092                         *CURRENT SURVEY CONTROL
 ET1092  ___________________________________________________________________
 ET1092* NAD 83(1992)-  34 49 16.19614(N)    113 37 36.00055(W)     ADJUSTED  
 ET1092* NAVD 88     -       685.17   (+/-2cm)    2247.9    (feet)  VERTCON   
 ET1092  ___________________________________________________________________
 ET1092  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 ET1092  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 ET1092  HORZ ORDER  -  SECOND
 ET1092  VERT ORDER  -  THIRD ? (See Below)
 ET1092
 ET1092.The horizontal coordinates were established by classical geodetic methods
 ET1092.and adjusted by the National Geodetic Survey in August 1993.
 ET1092
 ET1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1092.The vertical order pertains to the NGVD 29 superseded value.
 ET1092
 ET1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1092
 ET1092.The geoid height was determined by GEOID03.
 ET1092
 ET1092;                    North         East     Units Scale Factor Converg.
 ET1092;SPC AZ W     -   423,757.561   224,642.552   MT  0.99993490   +0 04 13.5
 ET1092;SPC AZ W     - 1,390,280.71    737,016.25   iFT  0.99993490   +0 04 13.5
 ET1092;UTM  12      - 3,856,357.038   259,762.480   MT  1.00031139   -1 30 02.1
 ET1092
 ET1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1092!SPC AZ W     -   0.99989698  x   0.99993490  =   0.99983189
 ET1092!UTM  12      -   0.99989698  x   1.00031139  =   1.00020834
 ET1092
 ET1092|---------------------------------------------------------------------|
 ET1092| PID    Reference Object                     Distance      Geod. Az  |
 ET1092|                                                           dddmmss.s |
 ET1092| CH2999 CROW RM 1                            11.414 METERS 24212     |
 ET1092| CH3000 CROW RM 2                             4.459 METERS 31110     |
 ET1092| ET1094 JOE                                 APPROX. 6.3 KM 3431213.2 |
 ET1092|---------------------------------------------------------------------|
 ET1092
 ET1092                          SUPERSEDED SURVEY CONTROL
 ET1092
 ET1092  NAD 83(1986)-  34 49 16.19670(N)    113 37 36.00668(W) AD(       ) 2
 ET1092  NAD 27      -  34 49 16.15570(N)    113 37 33.22816(W) AD(       ) 2
 ET1092  NGVD 29 (07/19/86)  684.39   (m)         2245.4    (f) LEVELING    3  
 ET1092
 ET1092.Superseded values are not recommended for survey control.
 ET1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1092.See file dsdata.txt to determine how the superseded data were derived.
 ET1092
 ET1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5976256357(NAD 83)
 ET1092_MARKER: DD = SURVEY DISK
 ET1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1092
 ET1092  HISTORY     - Date     Condition        Report By
 ET1092  HISTORY     - 1979     MONUMENTED       AZDT
 ET1092  HISTORY     - 19980702 GOOD             USPSQD
 ET1092
 ET1092                          STATION DESCRIPTION
 ET1092
 ET1092'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1092'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF WICKIEUP ALONG THE WEST
 ET1092'SIDE OF U.S. HIGHWAY 93.
 ET1092'
 ET1092'THE STATION MARK IS AN ADOT DISK STAMPED CROW 1979.  IT IS SET IN TOP
 ET1092'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 ET1092'3.4 FEET SOUTH OF THE WITNESS POST.
 ET1092'
 ET1092'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CROW RM 1 1979.  IT IS SET
 ET1092'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ET1092'
 ET1092'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CROW RM 2 1979.  IT IS SET
 ET1092'WITH EPOXY TO A BOULDER.
 ET1092'
 ET1092'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH
 ET1092'ALONG U.S. HIGHWAY 93 FOR 8.35 MILES TO A HIGHWAY CUT AND STATION ON
 ET1092'THE LEFT 97 FEET WEST OF THE HIGHWAY CENTERLINE.
 ET1092
 ET1092                          STATION RECOVERY (1998)
 ET1092
 ET1092'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0606 ***********************************************************************
 GP0606  DESIGNATION -  CROWN
 GP0606  PID         -  GP0606
 GP0606  STATE/COUNTY-  AZ/COCONINO
 GP0606  USGS QUAD   -  LEES FERRY (1985)
 GP0606
 GP0606                         *CURRENT SURVEY CONTROL
 GP0606  ___________________________________________________________________
 GP0606* NAD 83(1992)-  36 52 05.00160(N)    111 34 21.42019(W)     ADJUSTED  
 GP0606* NAVD 88     -      1446.1    (meters)    4744.     (feet)  VERTCON   
 GP0606  ___________________________________________________________________
 GP0606  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GP0606  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0606  HORZ ORDER  -  SECOND
 GP0606
 GP0606.The horizontal coordinates were established by classical geodetic methods
 GP0606.and adjusted by the National Geodetic Survey in August 1993.
 GP0606
 GP0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0606
 GP0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0606
 GP0606.The geoid height was determined by GEOID03.
 GP0606
 GP0606;                    North         East     Units Scale Factor Converg.
 GP0606;SPC AZ C     -   650,884.147   244,034.280   MT  0.99991159   +0 12 23.1
 GP0606;SPC AZ C     - 2,135,446.68    800,637.40   iFT  0.99991159   +0 12 23.1
 GP0606;UTM  12      - 4,080,388.574   448,962.677   MT  0.99963209   -0 20 36.8
 GP0606
 GP0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0606!SPC AZ C     -   0.99977678  x   0.99991159  =   0.99968839
 GP0606!UTM  12      -   0.99977678  x   0.99963209  =   0.99940895
 GP0606
 GP0606|---------------------------------------------------------------------|
 GP0606| PID    Reference Object                     Distance      Geod. Az  |
 GP0606|                                                           dddmmss.s |
 GP0606| CH3001 CROWN RM 1                           13.485 METERS 01645     |
 GP0606| CH3002 CROWN RM 2                            9.927 METERS 27934     |
 GP0606| GP0612 LEE WEST BASE                       APPROX. 0.7 KM 3473548.8 |
 GP0606|---------------------------------------------------------------------|
 GP0606
 GP0606                          SUPERSEDED SURVEY CONTROL
 GP0606
 GP0606  NAD 83(1986)-  36 52 04.99667(N)    111 34 21.42098(W) AD(       ) 2
 GP0606  NAD 27      -  36 52 05.03959(N)    111 34 18.84833(W) AD(       ) 2
 GP0606  NGVD 29 (07/19/86) 1445.2    (m)         4741.     (f) VERT ANG    3  
 GP0606
 GP0606.Superseded values are not recommended for survey control.
 GP0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0606.See file dsdata.txt to determine how the superseded data were derived.
 GP0606
 GP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4896380389(NAD 83)
 GP0606_MARKER: DS = TRIANGULATION STATION DISK
 GP0606_SETTING: 66 = SET IN ROCK OUTCROP
 GP0606
 GP0606  HISTORY     - Date     Condition        Report By
 GP0606  HISTORY     - 1947     MONUMENTED       CGS
 GP0606  HISTORY     - 1963     GOOD             CGS
 GP0606
 GP0606                          STATION DESCRIPTION
 GP0606
 GP0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0606'THE STATION IS LOCATED JUST NORTH OF THE HIGH BLUFFS ABOVE
 GP0606'LEES FERRY, AND IN THE CENTER OF THE NARROWEST PART OF THE
 GP0606'LARGE BEND OF THE COLORADO RIVER.
 GP0606'
 GP0606'THE STATION IS A STANDARD DISK STAMPED CROWN 1947, ST IN
 GP0606'ROCK OUTCROP, FLUSH.  IT IS ON THE HIGHEST PINNACLE IN THE
 GP0606'VICINITY, WHICH IS ABOUT 6 FOOT ACROSS AT THE TOP.
 GP0606'
 GP0606'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED CROWN NO 1 1947,
 GP0606'SET IN ROCK OUTCROP, FLUSH.  IT IS 13 FEET WEST OF THE EDGE
 GP0606'OF THE BLUFF AND ABOUT 17 FEET LOWER THAN THE STATION.
 GP0606'
 GP0606'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CROWN NO 2
 GP0606'1947, SET IN ROCK OUTCROP, FLUSH.  IT IS 20 FEET FROM THE
 GP0606'EDGE OF THE BLUFF, AND ABOUT 16 FEET LOWER THAN THE STATION.
 GP0606'
 GP0606'STATION LEE W BASE WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 GP0606'
 GP0606'TO REACH THE STATION FROM LEES FERRY FOLLOW TRAIL UP THE BLUFF
 GP0606'TO THE TOP THEN PACK ACROSS TOP EAST FOR 0.2 MILE TO THE HIGHEST
 GP0606'POINT AND THE STATION AS DESCRIBED.
 GP0606
 GP0606                          STATION RECOVERY (1963)
 GP0606
 GP0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0606'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITON.
 GP0606'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 GP0606'
 GP0606'THE STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE ONLY.
 GP0606'
 GP0606'A BETTER ROUTE TO REACH THE STATION IS--
 GP0606'
 GP0606'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 89 AND ALTERNATE
 GP0606'89 (ABOUT 24 MILES SOUTH-SOUTHWEST OF PAGE, ALONG HIGHWAY 89),
 GP0606'TAKE ALTERNATE 89 AND GO NORTHWESTERLY FOR 16.4 MILES TO THE
 GP0606'NAVAJO BRIDGE.  CONTINUE ON THE HIGHWAY FOR 5.0 MILE TO A SIDE
 GP0606'ROAD RIGHT AND A SIGN LEES FERRY 5 MILES (THIS IS JUST BEFORE
 GP0606'REACHING A RICHFIELD SERVICE STATION ON THE RIGHT).  TURN
 GP0606'RIGHT, LEAVING THE HIGHWAY, ONTO A DIRT ROAD AND GO NORTHERLY
 GP0606'FOR 3.45 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW A
 GP0606'GOOD DIRT ROAD FOR 2.9 MILES TO A FORK.  TAKE THE RIGHT FORK
 GP0606'FOR 0.2 MILE TO A CREEK.  FORD THE CREEK AND CONTINUE AHEAD
 GP0606'ON THE MAIN ROAD FOR 0.7 MILE TO THE HOME OF AN EMPLOYEE
 GP0606'WHO GUAGES AND CHECKS SAMPLES OF THE RIVER FOR SEDIMENT
 GP0606'(HE KNOWS THE TRAIL TO THE TOP OF THE BLUFF).  CONTINUE
 GP0606'AHEAD FOR 0.15 MILE TO A FORK AND THE END OF TRUCK TRAVEL.
 GP0606'FROM HERE, PACK UP THE ROAD FOR A SHORT DISTANCE TO A POINT
 GP0606'JUST BEFORE REACHING A TOWER WHICH SUPPORTS CABLE ACROSS
 GP0606'THE RIVER.  TURN LEFT AND FOLLOW TRAIL UP A STEEP BLUFF TO
 GP0606'THE TOP.  TURN RIGHT AND GO EASTERLY FOR ABOUT 1/4 MILE
 GP0606'TO A HIGH PONT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0882 ***********************************************************************
 FR0882  DESIGNATION -  CRUICE
 FR0882  PID         -  FR0882
 FR0882  STATE/COUNTY-  AZ/YAVAPAI
 FR0882  USGS QUAD   -  ASH FORK (1979)
 FR0882
 FR0882                         *CURRENT SURVEY CONTROL
 FR0882  ___________________________________________________________________
 FR0882* NAD 83(1992)-  35 10 40.80797(N)    112 27 24.68911(W)     ADJUSTED  
 FR0882* NAVD 88     -      1636.7    (meters)    5370.     (feet)  VERTCON   
 FR0882  ___________________________________________________________________
 FR0882  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 FR0882  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 FR0882  HORZ ORDER  -  SECOND
 FR0882
 FR0882.The horizontal coordinates were established by classical geodetic methods
 FR0882.and adjusted by the National Geodetic Survey in August 1993.
 FR0882
 FR0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0882
 FR0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0882
 FR0882.The geoid height was determined by GEOID03.
 FR0882
 FR0882;                    North         East     Units Scale Factor Converg.
 FR0882;SPC AZ C     -   463,453.826   164,158.616   MT  0.99992982   -0 18 40.4
 FR0882;SPC AZ C     - 1,520,517.80    538,578.14   iFT  0.99992982   -0 18 40.4
 FR0882;UTM  12      - 3,893,754.890   367,342.975   MT  0.99981688   -0 50 22.0
 FR0882
 FR0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0882!SPC AZ C     -   0.99974708  x   0.99992982  =   0.99967692
 FR0882!UTM  12      -   0.99974708  x   0.99981688  =   0.99956401
 FR0882
 FR0882:                Primary Azimuth Mark                     Grid Az
 FR0882:SPC AZ C     -  JO                                       064 22 39.8
 FR0882:UTM  12      -  JO                                       064 54 21.4
 FR0882
 FR0882|---------------------------------------------------------------------|
 FR0882| PID    Reference Object                     Distance      Geod. Az  |
 FR0882|                                                           dddmmss.s |
 FR0882| FR0879 JO                                  APPROX. 2.7 KM 0640359.4 |
 FR0882| CH3003 CRUICE RM 1                           6.569 METERS 17231     |
 FR0882| CH3004 CRUICE RM 2                           5.287 METERS 30746     |
 FR0882|---------------------------------------------------------------------|
 FR0882
 FR0882                          SUPERSEDED SURVEY CONTROL
 FR0882
 FR0882  NAD 83(1986)-  35 10 40.80657(N)    112 27 24.68662(W) AD(       ) 2
 FR0882  NAD 27      -  35 10 40.76155(N)    112 27 22.04462(W) AD(       ) 2
 FR0882  NGVD 29 (07/19/86) 1635.8    (m)         5367.     (f) VERT ANG    3  
 FR0882
 FR0882.Superseded values are not recommended for survey control.
 FR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0882.See file dsdata.txt to determine how the superseded data were derived.
 FR0882
 FR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6734393755(NAD 83)
 FR0882_MARKER: DD = SURVEY DISK
 FR0882_SETTING: 66 = SET IN ROCK OUTCROP
 FR0882
 FR0882  HISTORY     - Date     Condition        Report By
 FR0882  HISTORY     - 1974     MONUMENTED       USGS
 FR0882  HISTORY     - 1980     GOOD             AZDT
 FR0882
 FR0882                          STATION DESCRIPTION
 FR0882
 FR0882'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0882'RM 1 TO RM 2 NOT MEASURED.
 FR0882'
 FR0882'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 FR0882'
 FR0882'LOCATED ABOUT 43 MI N. OF PRESCOTT. ABOUT 3.5 MI SE. OF ASHFORK.
 FR0882'ABOUT 0.5 MI E. OF U. S. HWY. 89. ON A PROMINENT ROCKY AND PARTIALLY
 FR0882'CLEAR TOP ON THE MOUNTAIN END OF A RIDGE.
 FR0882'
 FR0882'TO REACH FROM THE JCT. OF U. S. HWY. 66 AND 89, W. OF ASHFORK,
 FR0882'PROCEED S. ALONG U. S. HWY. 89 FOR 2.1 MI TO T-RD. E., 0.2 MI S. OF
 FR0882'MILEPOST 362. TURN LEFT FOR 0.7 MI TO UNDERGROUND PIPE LINE. TURN
 FR0882'RIGHT ALONG PIPE LINE FOR 1.0 MI TO TOP OF HILL. TURN RIGHT
 FR0882'ACROSS COUNTRY FOR ABOUT 150 YARDS TO NEAR TOP OF HILL AND END OF
 FR0882'TRUCK TRAVEL.  PACK W. TO TOP OF HILL AND STATION.
 FR0882'
 FR0882'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CRUICE 1974
 FR0882'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0882'
 FR0882'RM NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED CRUICE
 FR0882'NO 1 1974 CEMENTED IN A DRILL HOLE ON A FLAT ROCK OUTCROP.
 FR0882'
 FR0882'RM NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED CRUICE
 FR0882'NO 2 1974 CEMENTED IN A DRILL HOLE ON A FLAT ROCK OUTCROP.
 FR0882
 FR0882                          STATION RECOVERY (1980)
 FR0882
 FR0882'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0882'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 FR0882'FOUND TO BE IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0882'
 FR0882'TO REACH THE STATION FROM THE JUNCTION OF I 40 AND US HIGHWAY 89 IN
 FR0882'ASH FORK TRAVEL SOUTH ALONG US 89 FOR 2.1 MILES TO A SIDE ROAD EAST AT
 FR0882'MILEPOST 361.8.  TURN LEFT AND TRAVEL FOR 0.7 MILE TO A BURIED PIPE
 FR0882'LINE.  TURN RIGHT AND TRAVEL ALONG PIPELINE FOR 1.0 MILE TO TOP OF
 FR0882'HILL.  TURN RIGHT AND TRAVEL ACROSS COUNTRY FOR ABOUT 150 YARDS TO END
 FR0882'OF TRUCK TRAVEL.  PACK WEST TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1898 ***********************************************************************
 CZ1898  DESIGNATION -  CRUZ
 CZ1898  PID         -  CZ1898
 CZ1898  STATE/COUNTY-  AZ/PINAL
 CZ1898  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1898
 CZ1898                         *CURRENT SURVEY CONTROL
 CZ1898  ___________________________________________________________________
 CZ1898* NAD 83(1992)-  32 36 14.64681(N)    110 59 30.65753(W)     ADJUSTED  
 CZ1898* NAVD 88     -      1132.5    (meters)    3716.     (feet)  VERTCON   
 CZ1898  ___________________________________________________________________
 CZ1898  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CZ1898  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CZ1898  HORZ ORDER  -  SECOND
 CZ1898
 CZ1898.The horizontal coordinates were established by classical geodetic methods
 CZ1898.and adjusted by the National Geodetic Survey in August 1993.
 CZ1898
 CZ1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1898
 CZ1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1898
 CZ1898.The geoid height was determined by GEOID03.
 CZ1898
 CZ1898;                    North         East     Units Scale Factor Converg.
 CZ1898;SPC AZ C     -   178,224.265   300,164.019   MT  0.99999288   +0 29 54.1
 CZ1898;SPC AZ C     -   584,725.28    984,790.09   iFT  0.99999288   +0 29 54.1
 CZ1898;UTM  12      - 3,607,395.367   500,764.786   MT  0.99960001   +0 00 15.8
 CZ1898
 CZ1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1898!SPC AZ C     -   0.99982670  x   0.99999288  =   0.99981958
 CZ1898!UTM  12      -   0.99982670  x   0.99960001  =   0.99942678
 CZ1898
 CZ1898|---------------------------------------------------------------------|
 CZ1898| PID    Reference Object                     Distance      Geod. Az  |
 CZ1898|                                                           dddmmss.s |
 CZ1898| CC7213 CRUZ RM 1                             9.826 METERS 06456     |
 CZ1898| CC7214 CRUZ RM 2                             9.703 METERS 24542     |
 CZ1898| CZ1918 SUIZO                               APPROX. 2.7 KM 3401136.4 |
 CZ1898|---------------------------------------------------------------------|
 CZ1898
 CZ1898                          SUPERSEDED SURVEY CONTROL
 CZ1898
 CZ1898  NAD 83(1986)-  32 36 14.64150(N)    110 59 30.65319(W) AD(       ) 2
 CZ1898  NAD 27      -  32 36 14.37915(N)    110 59 28.26993(W) AD(       ) 2
 CZ1898  NGVD 29 (07/19/86) 1131.8    (m)         3713.     (f) VERT ANG    3  
 CZ1898
 CZ1898.Superseded values are not recommended for survey control.
 CZ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1898.See file dsdata.txt to determine how the superseded data were derived.
 CZ1898
 CZ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0076507395(NAD 83)
 CZ1898_MARKER: DS = TRIANGULATION STATION DISK
 CZ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1898+STABILITY: SURFACE MOTION
 CZ1898
 CZ1898  HISTORY     - Date     Condition        Report By
 CZ1898  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1898  HISTORY     - 1983     GOOD             AZDT
 CZ1898
 CZ1898                          STATION DESCRIPTION
 CZ1898
 CZ1898'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1898'THE STATION IS ABOUT 4.7 MILES NORTHWEST OF ORACLE JUNCTION,
 CZ1898'13 MILES WEST OF ORACLE AND ABOUT 1/2 MILE WEST OF U.S. HWY. 80-89
 CZ1898'ON TOP OF A LOW HILL.
 CZ1898'
 CZ1898'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ 1977
 CZ1898'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED WITH
 CZ1898'A WITNESS POST AND SIGN 3.6 FEET TO WEST.
 CZ1898'
 CZ1898'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ RM
 CZ1898'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1898'
 CZ1898'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ RM
 CZ1898'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1898'
 CZ1898'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA ROUTE 287
 CZ1898'AND U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, TRAVEL SOUTH ON
 CZ1898'HWY. 80-89 TO MILE POST 95.35, TURN RIGHT (WEST) INTO
 CZ1898'ORACLE SUBSTATION AND GO THROUGH GATE FOR 50 FEET.  TURN RIGHT ON
 CZ1898'POWERLINE ROAD AND CONTINUE NORTH FOR 0.4 MILE TO A CROSS ROAD,
 CZ1898'CONTINUE ON POWERLINE ROAD FOR 0.49 MILE TO A FORK IN ROAD, TAKE
 CZ1898'LEFT FORK AND GO 0.14 MILE TO ANOTHER ROAD FORK, TAKE LEFT FORK
 CZ1898'50 FEET TO TOP OF HILL AND THE STATION.
 CZ1898'
 CZ1898'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1898
 CZ1898                          STATION RECOVERY (1983)
 CZ1898
 CZ1898'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1898'THE STATION WAS RECOVERED AS DESCRIBED IN 1977.  THE ROUTE TO THE
 CZ1898'STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0743 ***********************************************************************
 DT0743  DESIGNATION -  CRUZ
 DT0743  PID         -  DT0743
 DT0743  STATE/COUNTY-  AZ/GREENLEE
 DT0743  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0743
 DT0743                         *CURRENT SURVEY CONTROL
 DT0743  ___________________________________________________________________
 DT0743* NAD 83(1992)-  33 10 01.86364(N)    109 16 12.49319(W)     ADJUSTED  
 DT0743* NAVD 88     -      1282.9    (meters)    4209.     (feet)  VERTCON   
 DT0743  ___________________________________________________________________
 DT0743  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DT0743  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 DT0743  HORZ ORDER  -  SECOND
 DT0743
 DT0743.The horizontal coordinates were established by classical geodetic methods
 DT0743.and adjusted by the National Geodetic Survey in August 1993.
 DT0743
 DT0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0743
 DT0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0743
 DT0743.The geoid height was determined by GEOID03.
 DT0743
 DT0743;                    North         East     Units Scale Factor Converg.
 DT0743;SPC AZ E     -   240,649.348   296,978.227   MT  0.99998618   +0 29 25.8
 DT0743;SPC AZ E     -   789,531.98    974,338.02   iFT  0.99998618   +0 29 25.8
 DT0743;UTM  12      - 3,671,153.651   661,301.054   MT  0.99992080   +0 56 47.7
 DT0743
 DT0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0743!SPC AZ E     -   0.99980255  x   0.99998618  =   0.99978873
 DT0743!UTM  12      -   0.99980255  x   0.99992080  =   0.99972337
 DT0743
 DT0743|---------------------------------------------------------------------|
 DT0743| PID    Reference Object                     Distance      Geod. Az  |
 DT0743|                                                           dddmmss.s |
 DT0743| CD2745 CRUZ RM 1                             6.037 METERS 06112     |
 DT0743| DT0753 DORSEY                              APPROX. 6.0 KM 2073339.7 |
 DT0743| CD2746 CRUZ RM 2                            15.120 METERS 35144     |
 DT0743|---------------------------------------------------------------------|
 DT0743
 DT0743                          SUPERSEDED SURVEY CONTROL
 DT0743
 DT0743  NAD 83(1986)-  33 10 01.85964(N)    109 16 12.49228(W) AD(       ) 2
 DT0743  NAD 27      -  33 10 01.63990(N)    109 16 10.23311(W) AD(       ) 2
 DT0743  NGVD 29 (07/19/86) 1282.1    (m)         4206.     (f) VERT ANG    3  
 DT0743
 DT0743.Superseded values are not recommended for survey control.
 DT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0743.See file dsdata.txt to determine how the superseded data were derived.
 DT0743
 DT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6130171154(NAD 83)
 DT0743_MARKER: DD = SURVEY DISK
 DT0743_SETTING: 66 = SET IN ROCK OUTCROP
 DT0743_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0743+STABILITY: POSITION/ELEVATION WELL
 DT0743
 DT0743  HISTORY     - Date     Condition        Report By
 DT0743  HISTORY     - 1978     MONUMENTED       AZDT
 DT0743
 DT0743                          STATION DESCRIPTION
 DT0743
 DT0743'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0743'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF CLIFTON
 DT0743'ON A RIDGE WEST OF THE SAN FRANCISCO RIVER AND NORTH OF MOUTH OF
 DT0743'SANTA CRUZ CANYON.
 DT0743'
 DT0743'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ 1978
 DT0743'EPOXIED IN A DRILL HOLE IN A ROCK AND MARKED WITH A WITNESS POST AND
 DT0743'SIGN 5.5 FEET TO THE NORTHWEST.
 DT0743'
 DT0743'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ
 DT0743'RM 2 1978 AND IS EPOXIED TO A ROCK.
 DT0743'
 DT0743'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CRUZ
 DT0743'RM 1 1978 EPOXIED TO A ROCK.
 DT0743'
 DT0743'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AND
 DT0743'U.S. HWY. 666 IN CLIFTON, TAKE THE NORTH CLIFTON RD. FOR 0.55 MILE
 DT0743'TO BRIDGE, CROSS OVER BRIDGE AND CONTINUE UP RIVER 1.10 MILES TO A
 DT0743'FORK, TAKE RIGHT FORK AND CONTINUE ON NEW RD. ALIGNMENT FOR 5.0
 DT0743'MILES TO A TRAIL ON THE LEFT, TURN LEFT AND DROP DOWN TO THE
 DT0743'OLD SAN FRANCISCO RIVER TRAIL, CONTINUE UP RIVER 3.5 MILES TO
 DT0743'THE MOUTH OF SANTA CRUZ CANYON ON THE LEFT AND THE END OF TRUCK
 DT0743'TRAVEL.  PACK UP THE NOSE OF THE RIDGE ON THE EAST SIDE OF
 DT0743'CANYON MOUTH TO HIGHEST POINT ON RIDGE AND THE STATION, ABOUT A
 DT0743'45 MINUTE PACK.
 DT0743'
 DT0743'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2092 ***********************************************************************
 DV2092  DESIGNATION -  CRUZ
 DV2092  PID         -  DV2092
 DV2092  STATE/COUNTY-  AZ/MARICOPA
 DV2092  USGS QUAD   -  LAVEEN (1973)
 DV2092
 DV2092                         *CURRENT SURVEY CONTROL
 DV2092  ___________________________________________________________________
 DV2092* NAD 83(1992)-  33 17 39.08437(N)    112 13 51.06424(W)     ADJUSTED  
 DV2092* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 DV2092  ___________________________________________________________________
 DV2092  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DV2092  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV2092  HORZ ORDER  -  FIRST
 DV2092
 DV2092.The horizontal coordinates were established by classical geodetic methods
 DV2092.and adjusted by the National Geodetic Survey in August 1993.
 DV2092
 DV2092.The orthometric height was scaled from a topographic map.
 DV2092
 DV2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2092
 DV2092.The geoid height was determined by GEOID03.
 DV2092
 DV2092;                    North         East     Units Scale Factor Converg.
 DV2092;SPC AZ C     -   254,420.084   184,099.145   MT  0.99991055   -0 10 20.9
 DV2092;SPC AZ C     -   834,711.56    603,999.82   iFT  0.99991055   -0 10 20.9
 DV2092;UTM  12      - 3,684,577.440   385,398.585   MT  0.99976192   -0 40 32.6
 DV2092
 DV2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2092!SPC AZ C     -   0.99995517  x   0.99991055  =   0.99986573
 DV2092!UTM  12      -   0.99995517  x   0.99976192  =   0.99971710
 DV2092
 DV2092|---------------------------------------------------------------------|
 DV2092| PID    Reference Object                     Distance      Geod. Az  |
 DV2092|                                                           dddmmss.s |
 DV2092| CH5039 CRUZ RM 1                            10.120 METERS 06536     |
 DV2092| CH5038 CRUZ RM 3                                          0920747.2 |
 DV2092| CH5040 CRUZ RM 2                            11.389 METERS 13245     |
 DV2092|---------------------------------------------------------------------|
 DV2092
 DV2092                          SUPERSEDED SURVEY CONTROL
 DV2092
 DV2092  NAD 83(1986)-  33 17 39.07803(N)    112 13 51.06969(W) AD(       ) 1
 DV2092  NAD 27      -  33 17 38.91200(N)    112 13 48.52400(W) AD(       ) 1
 DV2092
 DV2092.Superseded values are not recommended for survey control.
 DV2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2092.See file dsdata.txt to determine how the superseded data were derived.
 DV2092
 DV2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8539984577(NAD 83)
 DV2092_MARKER: DS = TRIANGULATION STATION DISK
 DV2092_SETTING: 80 = SET IN A BOULDER
 DV2092_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV2092
 DV2092  HISTORY     - Date     Condition        Report By
 DV2092  HISTORY     - 1935     MONUMENTED       CGS
 DV2092  HISTORY     - 1972     GOOD             AZHD
 DV2092  HISTORY     - 19871230 GOOD             LOCSUR
 DV2092
 DV2092                          STATION DESCRIPTION
 DV2092
 DV2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2092'ABOUT 17 MILES SOUTHWEST OF PHOENIX ON THE HIGHEST PART OF
 DV2092'A FLAT GRAVEL RIDGE WEST OF THE GILA RIVER.  THERE ARE WASHES
 DV2092'ON THE SOUTH, WEST, AND EAST SIDES OF THE RIDGE.  MARKED BY
 DV2092'A STANDARD BRONZE DISK.  REFERENCE MARK
 DV2092'NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 DV2092'10.120 METERS (33.20 FEET) FROM STATION N 65 DEG 36 MIN E.
 DV2092'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV2092'DISK IS 11.389 METERS (37.37 FEET) FROM STATION
 DV2092'S 47 DEG 36 MIN E.  THE AZIMUTH MARK (REFERENCE MARK
 DV2092'NO. 3), A STANDARD BRONZE DISK IS S 87 DEG 52 MIN E.
 DV2092
 DV2092                          STATION RECOVERY (1972)
 DV2092
 DV2092'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2092'GENERAL LOCATION-AJO TO TUCSON TO PHOENIX TO WINKELMAN.
 DV2092'
 DV2092'TO REACH-AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV2092'
 DV2092'STATION MARK-STD USC AND GS B.C.
 DV2092'
 DV2092'REFERENCE MARKS-GOOD.
 DV2092
 DV2092                          STATION RECOVERY (1987)
 DV2092
 DV2092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (EK)
 DV2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0745 ***********************************************************************
 DT0745  DESIGNATION -  CRYSTAL
 DT0745  PID         -  DT0745
 DT0745  STATE/COUNTY-  AZ/GREENLEE
 DT0745  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0745
 DT0745                         *CURRENT SURVEY CONTROL
 DT0745  ___________________________________________________________________
 DT0745* NAD 83(1992)-  33 10 24.55832(N)    109 22 01.07632(W)     ADJUSTED  
 DT0745* NAVD 88     -      1965.9    (meters)    6450.     (feet)  VERTCON   
 DT0745  ___________________________________________________________________
 DT0745  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DT0745  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DT0745  HORZ ORDER  -  SECOND
 DT0745
 DT0745.The horizontal coordinates were established by classical geodetic methods
 DT0745.and adjusted by the National Geodetic Survey in August 1993.
 DT0745
 DT0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0745
 DT0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0745
 DT0745.The geoid height was determined by GEOID03.
 DT0745
 DT0745;                    North         East     Units Scale Factor Converg.
 DT0745;SPC AZ E     -   241,275.332   287,941.547   MT  0.99996856   +0 26 15.4
 DT0745;SPC AZ E     -   791,585.73    944,690.11   iFT  0.99996856   +0 26 15.4
 DT0745;UTM  12      - 3,671,707.639   652,260.346   MT  0.99988584   +0 53 37.4
 DT0745
 DT0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0745!SPC AZ E     -   0.99969537  x   0.99996856  =   0.99966394
 DT0745!UTM  12      -   0.99969537  x   0.99988584  =   0.99958124
 DT0745
 DT0745|---------------------------------------------------------------------|
 DT0745| PID    Reference Object                     Distance      Geod. Az  |
 DT0745|                                                           dddmmss.s |
 DT0745| CD2747 CRYSTAL RM 1                         11.882 METERS 02935     |
 DT0745| CD2748 CRYSTAL RM 2                          6.916 METERS 12045     |
 DT0745| DT0751 RENCI                               APPROX.11.2 KM 1830334.6 |
 DT0745|---------------------------------------------------------------------|
 DT0745
 DT0745                          SUPERSEDED SURVEY CONTROL
 DT0745
 DT0745  NAD 83(1986)-  33 10 24.55449(N)    109 22 01.07552(W) AD(       ) 2
 DT0745  NAD 27      -  33 10 24.33721(N)    109 21 58.80554(W) AD(       ) 2
 DT0745  NGVD 29 (07/19/86) 1965.0    (m)         6447.     (f) VERT ANG    3  
 DT0745
 DT0745.Superseded values are not recommended for survey control.
 DT0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0745.See file dsdata.txt to determine how the superseded data were derived.
 DT0745
 DT0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5226071708(NAD 83)
 DT0745_MARKER: DD = SURVEY DISK
 DT0745_SETTING: 66 = SET IN ROCK OUTCROP
 DT0745_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0745+STABILITY: POSITION/ELEVATION WELL
 DT0745
 DT0745  HISTORY     - Date     Condition        Report By
 DT0745  HISTORY     - 1978     MONUMENTED       AZDT
 DT0745
 DT0745                          STATION DESCRIPTION
 DT0745
 DT0745'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0745'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF CLIFTON
 DT0745'ON A STEEP ROCK BLUFF ON NORTH SIDE OF U.S. HWY. 666.
 DT0745'
 DT0745'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CRYSTAL 1978
 DT0745'AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  THE STATION IS
 DT0745'DIRECTLY ABOVE A CATTLE GUARD ON A HWY. CURVE (A FENCED IN GRAVE
 DT0745'ON NORTH SIDE OF CATTLE GUARD), ABOUT 650 FEET NORTH OF HYW., 400
 DT0745'FEET ABOVE HWY. AND MARKED WITH A WITNESS POST AND SIGN 3 FEET TO
 DT0745'SOUTHWEST.
 DT0745'
 DT0745'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CRYSTAL
 DT0745'RM 1 1978 AND IS EPOXIED TO A ROCK OUTCROP.
 DT0745'
 DT0745'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CRYSTAL
 DT0745'RM 2 1978 EPOXIED TO A ROCK OUTCROP.
 DT0745'
 DT0745'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE MORENCI
 DT0745'MINE AT MILE POST 168.6 ON U.S. HWY. 666, TRAVEL NORTH ON HIGHWAY
 DT0745'FOR 14.25 MILES TO A TRAIL ON THE RIGHT AT A CURVE IN THE ROAD,
 DT0745'PARK HERE AND PICK YOUR WAY UP A STEEP WASH UNTIL YOU CAN GET ON A
 DT0745'SMALL RIDGE LEFT OF WASH, PACK UP RIDGE AND CONTOUR WESTERLY TO
 DT0745'HIGHEST POINT OF STEEP ROCK BLUFF AND TO THE STATION.
 DT0745'
 DT0745'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0247 ***********************************************************************
 GQ0247  DESIGNATION -  CRYSTAL
 GQ0247  PID         -  GQ0247
 GQ0247  STATE/COUNTY-  AZ/COCONINO
 GQ0247  USGS QUAD   -  KANABOWNITS SPRING (1988)
 GQ0247
 GQ0247                         *CURRENT SURVEY CONTROL
 GQ0247  ___________________________________________________________________
 GQ0247* NAD 83(1992)-  36 16 07.20395(N)    112 09 41.48900(W)     ADJUSTED  
 GQ0247* NAVD 88     -      2568.1    (meters)    8426.     (feet)  VERTCON   
 GQ0247  ___________________________________________________________________
 GQ0247  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 GQ0247  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 GQ0247  HORZ ORDER  -  THIRD
 GQ0247
 GQ0247.The horizontal coordinates were established by classical geodetic methods
 GQ0247.and adjusted by the National Geodetic Survey in August 1993.
 GQ0247
 GQ0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0247
 GQ0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0247
 GQ0247.The geoid height was determined by GEOID03.
 GQ0247
 GQ0247;                    North         East     Units Scale Factor Converg.
 GQ0247;SPC AZ C     -   584,349.495   191,360.002   MT  0.99990596   -0 08 41.5
 GQ0247;SPC AZ C     - 1,917,157.14    627,821.53   iFT  0.99990596   -0 08 41.5
 GQ0247;UTM  12      - 4,014,373.957   395,668.609   MT  0.99973411   -0 41 13.9
 GQ0247
 GQ0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0247!SPC AZ C     -   0.99960059  x   0.99990596  =   0.99950658
 GQ0247!UTM  12      -   0.99960059  x   0.99973411  =   0.99933480
 GQ0247
 GQ0247:                Primary Azimuth Mark                     Grid Az
 GQ0247:SPC AZ C     -  ANGEL                                    123 42 01.7
 GQ0247:UTM  12      -  ANGEL                                    124 14 34.1
 GQ0247
 GQ0247|---------------------------------------------------------------------|
 GQ0247| PID    Reference Object                     Distance      Geod. Az  |
 GQ0247|                                                           dddmmss.s |
 GQ0247| GQ0240 ANGEL                               APPROX.10.9 KM 1233320.2 |
 GQ0247|---------------------------------------------------------------------|
 GQ0247
 GQ0247                          SUPERSEDED SURVEY CONTROL
 GQ0247
 GQ0247  NAD 83(1986)-  36 16 07.20292(N)    112 09 41.49097(W) AD(       ) 3
 GQ0247  NGVD 29 (05/08/89) 2567.0    (m)         8422.     (f) VERT ANG    3  
 GQ0247
 GQ0247.Superseded values are not recommended for survey control.
 GQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0247.See file dsdata.txt to determine how the superseded data were derived.
 GQ0247
 GQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9566914374(NAD 83)
 GQ0247_MARKER: N = NAIL
 GQ0247_SETTING: 0 = UNSPECIFIED SETTING
 GQ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0247
 GQ0247  HISTORY     - Date     Condition        Report By
 GQ0247  HISTORY     - 1956     MONUMENTED       USGS
 GQ0247
 GQ0247                          STATION DESCRIPTION
 GQ0247
 GQ0247'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0247'LOCATED 7 MI NE. OF POINT SUBLIME, ABOUT 6.7 MI NW. OF U.S.
 GQ0247'NATIONAL PARK SERVICE HEADQUARTERS NORTH RIM.  ON HIGHEST POINT OF
 GQ0247'CRYSTAL RIDGE.
 GQ0247'
 GQ0247'TO REACH FROM USNPS HEADQUARTERS NORTH RIM, GO 0.9 MI N. ON STATE
 GQ0247'HWY. 67.  TURN LEFT ON GRAVEL RD. 1 MI TO WIRE GATE ON LEFT AND
 GQ0247'SIGN (PT SUBLIME POWELL SADDLE).  FOLLOW RD. NO. W-1 8 MI W. TO
 GQ0247'CREST OF RIDGE AT SIGN (CRYSTAL RIDGE), GO ABOUT 100 FT N. ALONG
 GQ0247'RIDGE FROM RD.
 GQ0247'
 GQ0247'STATION MARK--COPPER NAIL AND WASHER IN NOTCH IN SOUTHEAST ROOT
 GQ0247'OF 36-INCH WHITE FIR.  MARK IS CENTERED DIRECTLY UNDER SIGNAL IN
 GQ0247'TREE.
 GQ0247'
 GQ0247'RM 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0247'15-INCH WHITE FIR TREE.
 GQ0247'
 GQ0247'RM 2--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0247'24-INCH PONDEROSA PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7985 ***********************************************************************
 DK7985  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7985  DESIGNATION -  CT2
 DK7985  PID         -  DK7985
 DK7985  STATE/COUNTY-  AZ/GILA
 DK7985  USGS QUAD   -  GLOBE (1982)
 DK7985
 DK7985                         *CURRENT SURVEY CONTROL
 DK7985  ___________________________________________________________________
 DK7985* NAD 83(2007)-  33 22 47.32716(N)    110 46 57.42149(W)     ADJUSTED  
 DK7985* NAVD 88     -      1177.87   (meters)    3864.4    (feet)  GPS OBS   
 DK7985  ___________________________________________________________________
 DK7985  EPOCH DATE  -        2007.00
 DK7985  X           -  -1,892,051.453 (meters)                     COMP
 DK7985  Y           -  -4,985,416.372 (meters)                     COMP
 DK7985  Z           -   3,489,843.738 (meters)                     COMP
 DK7985  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DK7985  ELLIP HEIGHT-        1150.571 (meters)          (01/09/09) ADJUSTED
 DK7985  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DK7985  HORZ ORDER  -  B
 DK7985  ELLP ORDER  -  FOURTH    CLASS II
 DK7985
 DK7985.The horizontal coordinates were established by GPS observations
 DK7985.and adjusted by the National Geodetic Survey in January 2009.
 DK7985
 DK7985.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7985.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7985.The horizontal coordinates are valid at the epoch date displayed above.
 DK7985.The epoch date for horizontal control is a decimal equivalence
 DK7985.of Year/Month/Day.
 DK7985
 DK7985.The orthometric height was determined by GPS observations and a
 DK7985.high-resolution geoid model.
 DK7985.The orthometric height was determined by GPS observations and a
 DK7985.high-resolution geoid model using precise GPS observation and
 DK7985.processing techniques.
 DK7985
 DK7985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7985
 DK7985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7985
 DK7985.The ellipsoidal height was determined by GPS observations
 DK7985.and is referenced to NAD 83.
 DK7985
 DK7985.The geoid height was determined by GEOID03.
 DK7985
 DK7985;                    North         East     Units Scale Factor Converg.
 DK7985;SPC AZ E     -   264,041.069   156,050.643   MT  0.99994048   -0 20 20.0
 DK7985;SPC AZ E     -   866,276.47    511,977.18   iFT  0.99994048   -0 20 20.0
 DK7985;UTM  12      - 3,693,415.449   520,219.572   MT  0.99960504   +0 07 10.6
 DK7985
 DK7985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7985!SPC AZ E     -   0.99981940  x   0.99994048  =   0.99975989
 DK7985!UTM  12      -   0.99981940  x   0.99960504  =   0.99942451
 DK7985
 DK7985                          SUPERSEDED SURVEY CONTROL
 DK7985
 DK7985.No superseded survey control is available for this station.
 DK7985
 DK7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2022093415(NAD 83)
 DK7985_MARKER: F = FLANGE-ENCASED ROD
 DK7985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7985_STAMPING: CT2
 DK7985_MARK LOGO: NGS   
 DK7985_PROJECTION: RECESSED 15 CENTIMETERS
 DK7985_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7985+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7985_ROD/PIPE-DEPTH:  3.7 meters
 DK7985_SLEEVE-DEPTH  :  0.9 meters
 DK7985
 DK7985  HISTORY     - Date     Condition        Report By
 DK7985  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7985
 DK7985                          STATION DESCRIPTION
 DK7985
 DK7985'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7985'FROM THE COURTHOUSE IN GLOBE, ARIZONA TRAVEL WEST ON U.S. 60 FOR 0.7MI
 DK7985'TO THE INTERSECTION OF HILL TURN LEFT ON HILL 0.2MI TO WALIMAN GO TO
 DK7985'THE INTERSECTION OF RAILROAD CT.  MAKE A LEFT ON JESS HAYES 0.5 MI
 DK7985'(0.8 KM) TO HAGEN GO 0.4 MI (0.6 KM) TO AN UNNAMED ROAD.  MONUMENT IS
 DK7985'STAINLESS STEEL ROD IN HAND HOLE ON THE WEST SIDE OF THE ROAD BETWEEN
 DK7985'WATER TANKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1087 ***********************************************************************
 ES1087  DESIGNATION -  CUE
 ES1087  PID         -  ES1087
 ES1087  STATE/COUNTY-  AZ/NAVAJO
 ES1087  USGS QUAD   -  SPOTTED MOUNTAIN (1977)
 ES1087
 ES1087                         *CURRENT SURVEY CONTROL
 ES1087  ___________________________________________________________________
 ES1087* NAD 83(1992)-  34 01 17.28081(N)    110 30 58.12692(W)     ADJUSTED  
 ES1087* NAVD 88     -      1680.2    (meters)    5512.     (feet)  VERTCON   
 ES1087  ___________________________________________________________________
 ES1087  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 ES1087  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ES1087  HORZ ORDER  -  THIRD
 ES1087
 ES1087.The horizontal coordinates were established by classical geodetic methods
 ES1087.and adjusted by the National Geodetic Survey in August 1993.
 ES1087
 ES1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1087
 ES1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1087
 ES1087.The geoid height was determined by GEOID03.
 ES1087
 ES1087;                    North         East     Units Scale Factor Converg.
 ES1087;SPC AZ E     -   335,089.849   181,084.669   MT  0.99991284   -0 11 43.9
 ES1087;SPC AZ E     - 1,099,376.15    594,109.81   iFT  0.99991284   -0 11 43.9
 ES1087;UTM  12      - 3,764,641.725   544,671.791   MT  0.99962460   +0 16 14.6
 ES1087
 ES1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1087!SPC AZ E     -   0.99974018  x   0.99991284  =   0.99965305
 ES1087!UTM  12      -   0.99974018  x   0.99962460  =   0.99936488
 ES1087
 ES1087|---------------------------------------------------------------------|
 ES1087| PID    Reference Object                     Distance      Geod. Az  |
 ES1087|                                                           dddmmss.s |
 ES1087| CD2754 CUE RM 3                              8.592 METERS 04426     |
 ES1087| CD2752 CUE RM 1                              7.300 METERS 13331     |
 ES1087| CD2753 CUE RM 2                              7.473 METERS 29618     |
 ES1087| CD2751 CUE AZ MK                                          3210635.2 |
 ES1087|---------------------------------------------------------------------|
 ES1087
 ES1087                          SUPERSEDED SURVEY CONTROL
 ES1087
 ES1087  NAD 83(1986)-  34 01 17.27376(N)    110 30 58.13057(W) AD(       ) 3
 ES1087  NAD 27      -  34 01 17.10310(N)    110 30 55.73040(W) AD(       ) 3
 ES1087  NGVD 29 (09/20/88) 1679.5    (m)         5510.     (f) VERT ANG    3  
 ES1087
 ES1087.Superseded values are not recommended for survey control.
 ES1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1087.See file dsdata.txt to determine how the superseded data were derived.
 ES1087
 ES1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4467264642(NAD 83)
 ES1087_MARKER: DS = TRIANGULATION STATION DISK
 ES1087_SETTING: 80 = SET IN A BOULDER
 ES1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1087+STABILITY: SURFACE MOTION
 ES1087
 ES1087  HISTORY     - Date     Condition        Report By
 ES1087  HISTORY     - 1946     MONUMENTED       USGS
 ES1087  HISTORY     - 1958     GOOD             USGS
 ES1087  HISTORY     - 1960     GOOD             USGS
 ES1087  HISTORY     - 1966     GOOD             USGS
 ES1087  HISTORY     - 1972     GOOD             AZHD
 ES1087
 ES1087                          STATION DESCRIPTION
 ES1087
 ES1087'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 ES1087'STATION MARK--STANDARD TABLET STAMPED---CUE 1946---, CEMENTED IN
 ES1087'ROCK.
 ES1087'
 ES1087'RM 1--STANDARD RM TABLET.
 ES1087'
 ES1087'RM 2--STANDARD RM TABLET.
 ES1087
 ES1087                          STATION RECOVERY (1958)
 ES1087
 ES1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (CAA)
 ES1087'THE STATION IS LOCATED ABOUT 34 MILES SOUTHWEST OF SHOW LOW
 ES1087'AND 2-1/2 MILES SOUTHWEST OF CIBECUE, ON THE HIGHEST POINT
 ES1087'OF A SMALL BUT PROMINENT MOUNTAIN KNOWN LOCALLY AS, LONELY
 ES1087'MOUNTAIN.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY,
 ES1087'BENCH MARK, SET IN OUTCROPPING BEDROCK AND IS STAMPED CUE 1946.
 ES1087'
 ES1087'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY,
 ES1087'REFERENCE MARK, SET IN OUTCROPPING BEDROCK ABOUT 2 FEET LOWER
 ES1087'THAN THE STATION AND IS STAMPED 1.  (THE BEDROCK NEAR THIS MARK
 ES1087'HAS BEEN BROKEN AWAY SO A THIRD REFERENCE MARK WAS SET.)
 ES1087'
 ES1087'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY,
 ES1087'REFERENCE MARK, SET IN OUTCROPPING BEDROCK ABOUT 2 FEET LOWER
 ES1087'THEN THE STATION AND 10 FEET EAST OF THE WEST EDGE OF THE MOUNTAIN.
 ES1087'THE MARK IS STAMPED 2.
 ES1087'
 ES1087'REFERENCE MARK NO. 3 IS LEVEL WITH THE STATION AND IS STAMPED
 ES1087'CUE USGS NO 3 1958.
 ES1087'
 ES1087'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF THE GRADED
 ES1087'ROAD, 2 FEET EAST OF A TELEPHONE POLE AND 2 FEET WEST OF A
 ES1087'2 BY 4-INCH WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 ES1087'IS STAMPED CUE USGS 1958.
 ES1087'
 ES1087'TO REACH THE STATION FROM THE CIBECUE TRADING POST IN CIBECUE,
 ES1087'GO SOUTH ON THE GRADED ROAD FOR 0.2 MILE TO A T ROAD JUNCTION.
 ES1087'TURN RIGHT, CROSSING A BRIDGE, AND FOLLOW THE GRADED ROAD,
 ES1087'(GRASSHOPPER ROAD) FOR 0.35 MILE TO A FORK, CONTINUE STRAIGHT
 ES1087'AHEAD ON THE RIGHT FORK FOR 0.15 MILE TO A CATTLE GUARD, CROSS
 ES1087'THE GUARD AND CONTINUE ON THE GRADED ROAD FOR 1.6 MILES TO A
 ES1087'BLADED TRACK ROAD LEFT, *TURN LEFT AND FOLLOW THE BLADED TRACK
 ES1087'ROAD SOUTHWESTERLY FOR 0.5 MILE TO A WIRE GATE.  GO THROUGH
 ES1087'THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.05 MILE, THEN
 ES1087'BEAR LEFT OFF THE ROAD TOWARD THE MOUNTAIN FOR 0.05 MILE
 ES1087'TO THE END OF TRUCK TRAVEL.  PACK UP THE WEST SLOPE TO THE
 ES1087'HIGHEST POINT OF THE MOUNTAIN AND THE STATION AS
 ES1087'DESCRIBED.  PACKING TIME IS 20 MINUTES.
 ES1087'
 ES1087'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 ES1087'THE GRADED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT
 ES1087'AS DESCRIBED.
 ES1087
 ES1087                          STATION RECOVERY (1960)
 ES1087
 ES1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1087'RECOVERED AS DESCRIBED BY USGS.  RECOVERED BY NGS IN 1958.
 ES1087'BEDROCK NEAR RM 1 HAS BEEN BROKEN AWAY SO NGS SET THIRD RM.
 ES1087'
 ES1087'LOCATED ABOUT 34 MI SW. OF SHOW LOW, 2.5 MI SW. OF CIBECUE.  ON
 ES1087'HIGHEST POINT OF SMALL BUT PROMINENT MOUNTAIN KNOWN LOCALLY AS
 ES1087'LONELY MOUNTAIN.
 ES1087'
 ES1087'TO REACH FROM CIBECUE TRADING POST IN CIBECUE, GO 0.2 MI S. ON
 ES1087'GRADED RD. TO T-RD. JCT.  TURN RIGHT CROSSING BRIDGE AND FOLLOW
 ES1087'GRADED RD. (GRASSHOPPER RD.) 0.35 MI TO FORK, CONTINUE STRAIGHT
 ES1087'AHEAD ON RIGHT FORK 0.15 MI TO CATTLEGUARD, CROSS GUARD AND
 ES1087'CONTINUE ON GRADED RD. 1.6 MI TO BLADED TRACK RD. LEFT.  TURN LEFT
 ES1087'FOLLOWING BLADED TRACK RD. 0.5 MI SW. TO WIRE GATE, GO THROUGH
 ES1087'GATE AND CONTINUE ON TRACK RD. 0.05 MI.  BEAR LEFT OFF RD. TOWARD
 ES1087'MOUNTAIN 0.05 MI TO END OF TRUCK TRAVEL.  PACK UP WEST SLOPE TO
 ES1087'HIGHEST POINT OF MOUNTAIN AND STATION.  A 20-MINUTE PACK.
 ES1087'
 ES1087'RM 1--STANDARD RM TABLET STAMPED---1---, SET IN OUTCROPPING BEDROCK
 ES1087'ABOUT 2 FT. LOWER THAN STATION.
 ES1087'
 ES1087'RM 2--STANDARD RM TABLET STAMPED---2---, SET IN OUTCROPPING BEDROCK
 ES1087'ABOUT 2 FT. LOWER THAN STATION AND 10 FT. E. OF WEST EDGE OF
 ES1087'MOUNTAIN.
 ES1087'
 ES1087'RM 3--NGS DISK STAMPED---CUE USGS NO 3 1958---, LEVEL WITH STATION.
 ES1087
 ES1087                          STATION RECOVERY (1966)
 ES1087
 ES1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1087'RECOVERED AS DESCRIBED.
 ES1087
 ES1087                          STATION RECOVERY (1972)
 ES1087
 ES1087'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TEJ)
 ES1087'GENERAL LOCATION - AS PER DESCRIPTION.
 ES1087'
 ES1087'TO REACH - AS PER DESCRIPTION.
 ES1087'
 ES1087'STATION MARK - AS PER DESCRIPTION.
 ES1087'
 ES1087'REFERENCE MARKS R.M. 2 AND 3 BOTH IN AND FAIR R.M. 1 IS
 ES1087'DESTROYED.
 ES1087'
 ES1087'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0615 ***********************************************************************
 DV0615  DESIGNATION -  CULVER 2
 DV0615  PID         -  DV0615
 DV0615  STATE/COUNTY-  AZ/MARICOPA
 DV0615  USGS QUAD   -  PHOENIX (1982)
 DV0615
 DV0615                         *CURRENT SURVEY CONTROL
 DV0615  ___________________________________________________________________
 DV0615* NAD 83(1992)-  33 27 44.28466(N)    112 06 54.03697(W)     NO CHECK  
 DV0615* NAVD 88     -       330.18   (meters)    1083.3    (feet)  RESET     
 DV0615  ___________________________________________________________________
 DV0615  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DV0615  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0615  HORZ ORDER  -  SECOND
 DV0615  VERT ORDER  -  THIRD
 DV0615
 DV0615.The horizontal coordinates were established by classical geodetic methods
 DV0615.and adjusted by the National Geodetic Survey in August 1993.
 DV0615.No horizontal observational check was made to the station.
 DV0615
 DV0615.The orthometric height was computed from unverified reset data.
 DV0615
 DV0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0615
 DV0615.The geoid height was determined by GEOID03.
 DV0615
 DV0615;                    North         East     Units Scale Factor Converg.
 DV0615;SPC AZ C     -   273,037.191   194,923.252   MT  0.99990419   -0 06 33.7
 DV0615;SPC AZ C     -   895,791.31    639,511.98   iFT  0.99990419   -0 06 33.7
 DV0615;UTM  12      - 3,703,095.573   396,384.398   MT  0.99973236   -0 36 53.5
 DV0615
 DV0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0615!SPC AZ C     -   0.99995287  x   0.99990419  =   0.99985707
 DV0615!UTM  12      -   0.99995287  x   0.99973236  =   0.99968524
 DV0615
 DV0615|---------------------------------------------------------------------|
 DV0615| PID    Reference Object                     Distance      Geod. Az  |
 DV0615|                                                           dddmmss.s |
 DV0615| DV0616 CULVER 2 RM 3                         7.592 METERS 03015     |
 DV0615| CH5042 CULVER 2 RM 5 AZIMUTH                              0690025.8 |
 DV0615| DV0617 CULVER 2 RM 4                         9.652 METERS 28754     |
 DV0615| DV0612 CULVER                              209.419 METERS 29308     |
 DV0615| DV2063 PHOENIX RADIO STA KHAT MAST         APPROX. 0.6 KM 3353817.7 |
 DV0615|---------------------------------------------------------------------|
 DV0615
 DV0615                          SUPERSEDED SURVEY CONTROL
 DV0615
 DV0615  NAD 83(1986)-  33 27 44.27884(N)    112 06 54.04236(W) AD(       ) 2
 DV0615  NAD 27      -  33 27 44.12381(N)    112 06 51.50178(W) AD(       ) 2
 DV0615  NGVD 29 (07/19/86)  329.56   (m)         1081.2    (f) LEVELING    3  
 DV0615
 DV0615.Superseded values are not recommended for survey control.
 DV0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0615.See file dsdata.txt to determine how the superseded data were derived.
 DV0615
 DV0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9638403096(NAD 83)
 DV0615_MARKER: DS = TRIANGULATION STATION DISK
 DV0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0615_SP_SET: MONUMENT
 DV0615_STAMPING: CULVER 2 1970
 DV0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0615
 DV0615  HISTORY     - Date     Condition        Report By
 DV0615  HISTORY     - 1970     MONUMENTED       NGS
 DV0615  HISTORY     - 1970     GOOD             CGS
 DV0615  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV0615
 DV0615                          STATION DESCRIPTION
 DV0615
 DV0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0615'THE STATION IS LOCATED IN PHOENIX, 1/2 MILE WEST OF THE
 DV0615'BLACK CANYON HIGHWAY, 0.25 MILE SOUTH OF MC DOWELL ROAD
 DV0615'AND 0.15 MILE EAST OF 27TH AVENUE.  IT IS ON PROPERTY OWNED
 DV0615'BY MR. GOMEZ.
 DV0615'
 DV0615'TO REACH THE STATION FROM 27TH AVENUE AND WEST MC DOWELL
 DV0615'ROAD GO SOUTH ALONG 27TH AVENUE FOR 0.25 MILE TO A DIRT
 DV0615'STREET ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.25 MILE
 DV0615'TO THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT IN TO A FIELD
 DV0615'JUST BEFORE REACHING 25TH AVENUE AND GO SOUTHWEST FOR ABOUT
 DV0615'0.15 MILE TO THE STATION.
 DV0615'
 DV0615'THE STATION MARK IS A STANDARD DISK STAMPED, CULVER 2 1970.
 DV0615'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV0615'PROJECTS 1 INCH.  IT IS 31 FEET EAST OF A POWER POLE WITH
 DV0615'WITNESS SIGN, 22 FEET SOUTH OF A 12 INCH TREE AND 5 FEET
 DV0615'SOUTH OF A FENCE LINE.  THE MARK IS ON TOP OF A 4 FOOT FILL
 DV0615'AT THE SITE OF SOME OLD INDIAN RUINS.
 DV0615'
 DV0615'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CULVER 2 NO
 DV0615'3 1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DV0615'WHICH PROJECTS 1 INCH.  IT IS 17 FEET NORTH OF THE FENCE
 DV0615'LINE, 10 FEET EAST OF THE 12 INCH TREE AND 3-1/2 FEET LOWER
 DV0615'THAN THE STATION.
 DV0615'
 DV0615'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CULVER 2 NO
 DV0615'4 1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DV0615'WHICH IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 6-1/2
 DV0615'FEET NORTH OF THE POWER POLE, 5-1/2 FEET NORTH OF THE FENCE
 DV0615'LINE AND 3-1/2 FEET LOWER THAN THE STATION.
 DV0615'
 DV0615'REFERENCE MARK 5 IS A SHORT AZIMUTH MARK WHICH IS STAMPED,
 DV0615'CULVER 2 NO 5 1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE
 DV0615'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 81 FEET WEST OF 25TH
 DV0615'AVENUE AND 37 FEET SOUTH OF THE SOUTH WEST CORNER OF A CINDER
 DV0615'BLOCK BUILDING.  IT IS 3 FEET SOUTH OF A POWER POLE WHICH
 DV0615'HAS 2 TRANSFORMERS.
 DV0615'
 DV0615'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV0615
 DV0615                          STATION RECOVERY (1970)
 DV0615
 DV0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 DV0615'IN PHOENIX.
 DV0615'0.25 MILE SOUTH ALONG 27TH AVENUE FROM THE INTERSECTION OF WEST
 DV0615'MCDOWELL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT STREET TO THE
 DV0615'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT INTO THE FIELD AND GO SOUTHWEST
 DV0615'FOR 0.15 MILE TO A DIRT FILL AND THE MARK BY SOME OLD INDAIN RUINS.
 DV0615'24.9 FEET SOUTH-SOUTHWEST OF REFERENCE MARK 3, 31.7 FEET EAST OF
 DV0615'REFERENCE MARK 4, 22 FEET SOUTH OF A 12 INCH TREE AND 5 FEET SOUTH OF
 DV0615'A FENCE LINE.  THE MARK IS SET IN THE TOP OF A 12 INCH CONCRETE
 DV0615'MONUMENT WHICH PROJECTS ABOUT 1 INCH.
 DV0615
 DV0615                          STATION RECOVERY (2007)
 DV0615
 DV0615'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0615'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0615'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0616 ***********************************************************************
 DV0616  DESIGNATION -  CULVER 2 RM 3
 DV0616  PID         -  DV0616
 DV0616  STATE/COUNTY-  AZ/MARICOPA
 DV0616  USGS QUAD   -  PHOENIX (1982)
 DV0616
 DV0616                         *CURRENT SURVEY CONTROL
 DV0616  ___________________________________________________________________
 DV0616* NAD 83(1986)-  33 27 44.     (N)    112 06 54.     (W)     SCALED    
 DV0616* NAVD 88     -       329.24   (meters)    1080.2    (feet)  RESET     
 DV0616  ___________________________________________________________________
 DV0616  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0616  VERT ORDER  -  THIRD
 DV0616
 DV0616.The horizontal coordinates were scaled from a topographic map and have
 DV0616.an estimated accuracy of +/- 6 seconds.
 DV0616
 DV0616.The orthometric height was computed from unverified reset data.
 DV0616
 DV0616.The geoid height was determined by GEOID03.
 DV0616
 DV0616;                    North         East    Units  Estimated Accuracy
 DV0616;SPC AZ C     -   273,030.      194,920.      MT  (+/- 180 meters Scaled)
 DV0616
 DV0616                          SUPERSEDED SURVEY CONTROL
 DV0616
 DV0616.No superseded survey control is available for this station.
 DV0616
 DV0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963030(NAD 83)
 DV0616_MARKER: DR = REFERENCE MARK DISK
 DV0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0616_SP_SET: MONUMENT
 DV0616_STAMPING: CULVER 2 NO 3 1970
 DV0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0616
 DV0616  HISTORY     - Date     Condition        Report By
 DV0616  HISTORY     - 1970     MONUMENTED       CGS
 DV0616  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0616
 DV0616                          STATION DESCRIPTION
 DV0616
 DV0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 DV0616'IN PHOENIX.
 DV0616'0.25 MILE SOUTH ALONG 27TH AVENUE FROM THE INTERSECTION OF WEST
 DV0616'MCDOWELL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT STREET TO THE
 DV0616'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT INTO THE FIELD AND GO SOUTHWEST
 DV0616'FOR 0.15 MILE TO A 12 INCH TREE AND THE MARK, 24.9 FEET
 DV0616'NORTH-NORTHEAST OF THE STATION, 17 FEET NORTH OF A FENCE LINE, 10 FEET
 DV0616'EAST OF THE TREE AND ABOUT 3 FEET LOWER THAN THE STATION.  THE MARK IS
 DV0616'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 DV0616
 DV0616                          STATION RECOVERY (2007)
 DV0616
 DV0616'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0617 ***********************************************************************
 DV0617  DESIGNATION -  CULVER 2 RM 4
 DV0617  PID         -  DV0617
 DV0617  STATE/COUNTY-  AZ/MARICOPA
 DV0617  USGS QUAD   -  PHOENIX (1982)
 DV0617
 DV0617                         *CURRENT SURVEY CONTROL
 DV0617  ___________________________________________________________________
 DV0617* NAD 83(1986)-  33 27 44.     (N)    112 06 54.     (W)     SCALED    
 DV0617* NAVD 88     -       329.27   (meters)    1080.3    (feet)  RESET     
 DV0617  ___________________________________________________________________
 DV0617  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0617  VERT ORDER  -  THIRD
 DV0617
 DV0617.The horizontal coordinates were scaled from a topographic map and have
 DV0617.an estimated accuracy of +/- 6 seconds.
 DV0617
 DV0617.The orthometric height was computed from unverified reset data.
 DV0617
 DV0617.The geoid height was determined by GEOID03.
 DV0617
 DV0617;                    North         East    Units  Estimated Accuracy
 DV0617;SPC AZ C     -   273,030.      194,920.      MT  (+/- 180 meters Scaled)
 DV0617
 DV0617                          SUPERSEDED SURVEY CONTROL
 DV0617
 DV0617.No superseded survey control is available for this station.
 DV0617
 DV0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963030(NAD 83)
 DV0617_MARKER: DR = REFERENCE MARK DISK
 DV0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0617_SP_SET: MONUMENT
 DV0617_STAMPING: CULVER 2 NO 4 1970
 DV0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0617
 DV0617  HISTORY     - Date     Condition        Report By
 DV0617  HISTORY     - 1970     MONUMENTED       CGS
 DV0617  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0617
 DV0617                          STATION DESCRIPTION
 DV0617
 DV0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 DV0617'IN PHOENIX.
 DV0617'0.25 MILE SOUTH ALONG 27TH AVENUE FROM THE INTERSECTION OF WEST
 DV0617'MCDOWELL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT STREET TO THE
 DV0617'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT INTO THE FIELD AND GO 0.15 MILE
 DV0617'TO THE MARK NEAR A 12 INCH TREE.  31.7 FEET WEST OF THE STATION, 6 1/2
 DV0617'FEET NORTH OF A POWER POLE WITH A WITNESS SIGN, 5 1/2 FEET NORTH OF A
 DV0617'FENCE LINE AND ABOUT 3 1/2 FEET LOWER THAN THE STATION. THE MARK IS
 DV0617'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 DV0617'WITH THE GROUND.
 DV0617
 DV0617                          STATION RECOVERY (2007)
 DV0617
 DV0617'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0614 ***********************************************************************
 DV0614  DESIGNATION -  CULVER AZ MK
 DV0614  PID         -  DV0614
 DV0614  STATE/COUNTY-  AZ/MARICOPA
 DV0614  USGS QUAD   -  PHOENIX (1982)
 DV0614
 DV0614                         *CURRENT SURVEY CONTROL
 DV0614  ___________________________________________________________________
 DV0614* NAD 83(1986)-  33 27 32.     (N)    112 07 03.     (W)     SCALED    
 DV0614* NAVD 88     -       328.74   (+/-2cm)    1078.5    (feet)  VERTCON   
 DV0614  ___________________________________________________________________
 DV0614  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0614
 DV0614.The horizontal coordinates were scaled from a topographic map and have
 DV0614.an estimated accuracy of +/- 6 seconds.
 DV0614
 DV0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0614.The vertical order pertains to the NGVD 29 superseded value.
 DV0614
 DV0614.The geoid height was determined by GEOID03.
 DV0614
 DV0614;                    North         East    Units  Estimated Accuracy
 DV0614;SPC AZ C     -   272,660.      194,690.      MT  (+/- 180 meters Scaled)
 DV0614
 DV0614                          SUPERSEDED SURVEY CONTROL
 DV0614
 DV0614  NGVD 29 (??/??/92)  328.101  (m)         1076.44   (f) ADJ UNCH    2 0
 DV0614
 DV0614.Superseded values are not recommended for survey control.
 DV0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0614.See file dsdata.txt to determine how the superseded data were derived.
 DV0614
 DV0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961027(NAD 83)
 DV0614_MARKER: DZ = AZIMUTH MARK DISK
 DV0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0614_SP_SET: CURB
 DV0614_STAMPING: CULVER 1963
 DV0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0614
 DV0614  HISTORY     - Date     Condition        Report By
 DV0614  HISTORY     - 1963     MONUMENTED       CGS
 DV0614  HISTORY     - 1970     GOOD             NGS
 DV0614  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0614  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 DV0614
 DV0614                          STATION DESCRIPTION
 DV0614
 DV0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0614'IN PHOENIX.
 DV0614'AT THE INTERSECTION OF NORTH 27TH AVENUE AND WEST PORTLAND STREET IN
 DV0614'THE WEST PART OF PHOENIX, ABOUT 0.4 MILE SOUTH ALONG NORTH 27TH AVENUE
 DV0614'FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, SET IN TOP OF THE CONCRETE
 DV0614'CURB AT THE SOUTHWEST CORNER OF THE INTERSECTION, 48 FEET WEST OF THE
 DV0614'CENTER OF NORTH 27TH AVENUE, 18 FEET SOUTH OF THE CENTER OF WEST
 DV0614'PORTLAND STREET, 36 FEET SOUTH OF A FIRE HYDRANT, 3.7 FEET NORTHEAST
 DV0614'OF A STREET SIGN, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET.
 DV0614
 DV0614                          STATION RECOVERY (1970)
 DV0614
 DV0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0614'RECOVERED IN GOOD CONDITION.
 DV0614
 DV0614                          STATION RECOVERY (1996)
 DV0614
 DV0614'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0614'MARK NOT FOUND.
 DV0614
 DV0614                          STATION RECOVERY (2006)
 DV0614
 DV0614'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0613 ***********************************************************************
 DV0613  DESIGNATION -  CULVER RM 2
 DV0613  PID         -  DV0613
 DV0613  STATE/COUNTY-  AZ/MARICOPA
 DV0613  USGS QUAD   -  PHOENIX (1982)
 DV0613
 DV0613                         *CURRENT SURVEY CONTROL
 DV0613  ___________________________________________________________________
 DV0613* NAD 83(1986)-  33 27 46.     (N)    112 07 01.     (W)     SCALED    
 DV0613* NAVD 88     -       329.225  (meters)    1080.13   (feet)  ADJUSTED  
 DV0613  ___________________________________________________________________
 DV0613  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0613  DYNAMIC HT  -         328.842 (meters)    1078.88  (feet)  COMP
 DV0613  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DV0613
 DV0613  VERT ORDER  -  FIRST     CLASS II
 DV0613
 DV0613.The horizontal coordinates were scaled from a topographic map and have
 DV0613.an estimated accuracy of +/- 6 seconds.
 DV0613
 DV0613.The orthometric height was determined by differential leveling
 DV0613.and adjusted in November 1993.
 DV0613
 DV0613.The geoid height was determined by GEOID03.
 DV0613
 DV0613.The dynamic height is computed by dividing the NAVD 88
 DV0613.geopotential number by the normal gravity value computed on the
 DV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0613.degrees latitude (g = 980.6199 gals.).
 DV0613
 DV0613.The modeled gravity was interpolated from observed gravity values.
 DV0613
 DV0613;                    North         East    Units  Estimated Accuracy
 DV0613;SPC AZ C     -   273,090.      194,740.      MT  (+/- 180 meters Scaled)
 DV0613
 DV0613                          SUPERSEDED SURVEY CONTROL
 DV0613
 DV0613  NGVD 29 (??/??/92)  328.602  (m)         1078.09   (f) ADJ UNCH    1 2
 DV0613
 DV0613.Superseded values are not recommended for survey control.
 DV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0613.See file dsdata.txt to determine how the superseded data were derived.
 DV0613
 DV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC962031(NAD 83)
 DV0613_MARKER: DR = REFERENCE MARK DISK
 DV0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0613_STAMPING: CULVER NO 2 1963
 DV0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0613+STABILITY: SURFACE MOTION
 DV0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0613+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2007
 DV0613
 DV0613  HISTORY     - Date     Condition        Report By
 DV0613  HISTORY     - 1963     MONUMENTED       CGS
 DV0613  HISTORY     - 1970     GOOD             NGS
 DV0613  HISTORY     - 1981     GOOD             AZDT
 DV0613  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0613  HISTORY     - 20070412 GOOD             GEOCAC
 DV0613
 DV0613                          STATION DESCRIPTION
 DV0613
 DV0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0613'IN PHOENIX.
 DV0613'AT THE INTERSECTION OF NORTH 27TH AVENUE AND WEST CULVER STREET IN THE
 DV0613'WEST PART OF PHOENIX, ABOUT 0.2 MILE SOUTH ALONG NORTH 27TH STREET
 DV0613'FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 35.7 FEET SOUTH OF TRAVERSE
 DV0613'STATION CULVER, 30.5 FEET EAST OF THE CENTER OF NORTH 27TH AVENUE, 29
 DV0613'FEET NORTH OF THE EXTENDED CENTER OF WEST CULVER STREET, 2 FEET
 DV0613'NORTHWEST OF A FENCE CORNER, 35.8 FEET SOUTH OF A METAL WITNESS POST,
 DV0613'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0613
 DV0613                          STATION RECOVERY (1970)
 DV0613
 DV0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0613'RECOVERED IN GOOD CONDITION.
 DV0613
 DV0613                          STATION RECOVERY (1981)
 DV0613
 DV0613'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0613'0.4 MILE (0.6 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0613'INTERSTATE 17 IN PHOENIX TO 27TH AVENUE.  THENCE SOUTH ALONG 27TH
 DV0613'AVENUE FOR 0.2 MILE (0.32 KM) TO THE STATION ON THE EAST SIDE OF 27TH
 DV0613'AVENUE.  7 FT (2.13 M) EAST OF THE EAST CURB OF 27TH AVENUE.
 DV0613'4 FT (1.22 M) SOUTH OF A MOUNTAIN BELL UNDERGROUND CABLE JUNCTION
 DV0613'BOX.  21 FT (6.40 M) WEST OF THE WEST EDGE OF A BLACKTOP PARKING LOT
 DV0613'49 FT (14.94 M) SOUTH OF THE NORTH ENTRANCE TO THE PARKING LOT.
 DV0613'IN FRONT OF THE -SYSTEM 99 TRUCKING- OFFICE AND DOCKS, A STANDARD CGS
 DV0613'BRASS CAP IN A CONCRETE POST PROJECTING 0.7 FT (0.21 M) ABOVE
 DV0613'GROUND.
 DV0613
 DV0613                          STATION RECOVERY (1996)
 DV0613
 DV0613'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0613'MARK NOT FOUND.
 DV0613
 DV0613                          STATION RECOVERY (2007)
 DV0613
 DV0613'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1121 ***********************************************************************
 CG1121  DESIGNATION -  CUMERO
 CG1121  PID         -  CG1121
 CG1121  STATE/COUNTY-  AZ/PIMA
 CG1121  USGS QUAD   -  CUMERO MTN (1982)
 CG1121
 CG1121                         *CURRENT SURVEY CONTROL
 CG1121  ___________________________________________________________________
 CG1121* NAD 83(1992)-  31 28 50.71921(N)    111 26 08.45280(W)     ADJUSTED  
 CG1121* NAVD 88     -      1433.     (meters)    4701.     (feet)  SCALED    
 CG1121  ___________________________________________________________________
 CG1121  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CG1121  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG1121  HORZ ORDER  -  FIRST
 CG1121
 CG1121.The horizontal coordinates were established by classical geodetic methods
 CG1121.and adjusted by the National Geodetic Survey in August 1993.
 CG1121
 CG1121.The orthometric height was scaled from a topographic map.
 CG1121
 CG1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1121
 CG1121.The geoid height was determined by GEOID03.
 CG1121
 CG1121;                    North         East     Units Scale Factor Converg.
 CG1121;SPC AZ C     -    53,397.920   259,059.756   MT  0.99992575   +0 15 04.3
 CG1121;SPC AZ C     -   175,190.03    849,933.58   iFT  0.99992575   +0 15 04.3
 CG1121;UTM  12      - 3,482,965.856   458,617.163   MT  0.99962112   -0 13 39.1
 CG1121
 CG1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1121!SPC AZ C     -   0.99977979  x   0.99992575  =   0.99970556
 CG1121!UTM  12      -   0.99977979  x   0.99962112  =   0.99940100
 CG1121
 CG1121|---------------------------------------------------------------------|
 CG1121| PID    Reference Object                     Distance      Geod. Az  |
 CG1121|                                                           dddmmss.s |
 CG1121| CH5043 CUMERO RM 1                          14.008 METERS 06351     |
 CG1121| CH5044 CUMERO RM 2                           4.928 METERS 13600     |
 CG1121| CG1122 BOUNDARY MON 136 MX US              APPROX. 4.5 KM 1594601.2 |
 CG1121|---------------------------------------------------------------------|
 CG1121
 CG1121                          SUPERSEDED SURVEY CONTROL
 CG1121
 CG1121  NAD 83(1986)-  31 28 50.70881(N)    111 26 08.45187(W) AD(       ) 1
 CG1121  NAD 27      -  31 28 50.38000(N)    111 26 06.08600(W) AD(       ) 1
 CG1121
 CG1121.Superseded values are not recommended for survey control.
 CG1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1121.See file dsdata.txt to determine how the superseded data were derived.
 CG1121
 CG1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV5861782966(NAD 83)
 CG1121_MARKER: DS = TRIANGULATION STATION DISK
 CG1121_SETTING: 80 = SET IN A BOULDER
 CG1121_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1121
 CG1121  HISTORY     - Date     Condition        Report By
 CG1121  HISTORY     - 1935     MONUMENTED       CGS
 CG1121  HISTORY     - 19990106 GOOD             USPSQD
 CG1121
 CG1121                          STATION DESCRIPTION
 CG1121
 CG1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1121'ON WHAT IS KNOWN AS CUMERO MOUNTAIN, ABOUT 5-1/2 MILES, AIR LINE,
 CG1121'EAST OF THE TOWN OF SASABE AT THE SOUTHWEST CORNER OF SEC. 28,
 CG1121'T. 22 S., R. 9 E., ON THE HIGHEST POINT OF THE HILL CLOSE TO
 CG1121'ROCK CAIRN.  MARKED BY A STANDARD BRONZE DISK.
 CG1121'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1121'IS 14.008 METERS (45.96 FEET) FROM STATION
 CG1121'N 63 DEG 51 MIN E. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG1121'REFERENCE DISK, IS 4.928 METERS (16.17 FEET) FROM
 CG1121'STATION S 44 DEG 00 MIN E. BOUNDARY MONUMENT NO.
 CG1121'136 (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
 CG1121
 CG1121                          STATION RECOVERY (1999)
 CG1121
 CG1121'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0661 ***********************************************************************
 GP0661  DESIGNATION -  CUMMINGS
 GP0661  PID         -  GP0661
 GP0661  STATE/COUNTY-  AZ/COCONINO
 GP0661  USGS QUAD   -  CHAIYAHI FLAT (1970)
 GP0661
 GP0661                         *CURRENT SURVEY CONTROL
 GP0661  ___________________________________________________________________
 GP0661* NAD 83(1992)-  36 55 29.62533(N)    111 00 01.02209(W)     ADJUSTED  
 GP0661* NAVD 88     -      2043.3    (meters)    6704.     (feet)  VERTCON   
 GP0661  ___________________________________________________________________
 GP0661  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 GP0661  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 GP0661  HORZ ORDER  -  THIRD
 GP0661
 GP0661.The horizontal coordinates were established by classical geodetic methods
 GP0661.and adjusted by the National Geodetic Survey in November 1997.
 GP0661
 GP0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0661
 GP0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0661
 GP0661.The geoid height was determined by GEOID03.
 GP0661
 GP0661;                    North         East     Units Scale Factor Converg.
 GP0661;SPC AZ C     -   657,528.362   295,001.729   MT  0.99998209   +0 33 02.0
 GP0661;SPC AZ C     - 2,157,245.28    967,853.44   iFT  0.99998209   +0 33 02.0
 GP0661;UTM  12      - 4,086,540.884   499,974.714   MT  0.99960000   -0 00 00.6
 GP0661
 GP0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0661!SPC AZ C     -   0.99968300  x   0.99998209  =   0.99966509
 GP0661!UTM  12      -   0.99968300  x   0.99960000  =   0.99928312
 GP0661
 GP0661:                Primary Azimuth Mark                     Grid Az
 GP0661:SPC AZ C     -  FORBIDDEN                                359 55 13.9
 GP0661:UTM  12      -  FORBIDDEN                                000 28 16.5
 GP0661
 GP0661|---------------------------------------------------------------------|
 GP0661| PID    Reference Object                     Distance      Geod. Az  |
 GP0661|                                                           dddmmss.s |
 GP0661| HN0924 FORBIDDEN                           APPROX.10.8 KM 0002815.9 |
 GP0661|---------------------------------------------------------------------|
 GP0661
 GP0661                          SUPERSEDED SURVEY CONTROL
 GP0661
 GP0661  NAD 83(1992)-  36 55 29.62407(N)    111 00 01.02282(W) AD(       ) 3
 GP0661  NAD 83(1986)-  36 55 29.61956(N)    111 00 01.01731(W) AD(       ) 3
 GP0661  NAD 27      -  36 55 29.63124(N)    110 59 58.50160(W) AD(       ) 3
 GP0661  NGVD 29 (07/19/86) 2042.2    (m)         6700.     (f) VERT ANG    3  
 GP0661
 GP0661.Superseded values are not recommended for survey control.
 GP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0661.See file dsdata.txt to determine how the superseded data were derived.
 GP0661
 GP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9997586541(NAD 83)
 GP0661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GP0661_SETTING: 66 = SET IN ROCK OUTCROP
 GP0661_SP_SET: SET IN BEDROCK
 GP0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0661+STABILITY: POSITION/ELEVATION WELL
 GP0661
 GP0661  HISTORY     - Date     Condition        Report By
 GP0661  HISTORY     - 1953     MONUMENTED       USGS
 GP0661  HISTORY     - 1954     GOOD             USGS
 GP0661
 GP0661                          STATION DESCRIPTION
 GP0661
 GP0661'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0661'LOCATED ABOUT 18 MILES SSW OF CONFLUENCE OF COLORADO AND
 GP0661'SAN JUAN RIVERS AND 7 MILES SW OF RAINBOW LODGE, ON
 GP0661'PARTIALLY-TIMBERED AREA IMMEDIATELY S OF CUMMINGS MESA AND
 GP0661'CONNECTED TO IT BY A HIGH SADDLE, IN CENTER OF FLAT-TIMBERED
 GP0661'AREA WHICH IS THE HIGHEST POINT NEAR SOUTH END OF MESA.  THERE
 GP0661'IS A BARE WHITE TOP ABOUT 600 FEET E OF STATION.
 GP0661'
 GP0661'STATION REACHED BY HELICOPTER.  (THE CLOSEST ROAD IS BELIEVED
 GP0661'TO BE AT RAINBOW LODGE.
 GP0661'
 GP0661'STATION MARK IS A STANDARD USGS TABLET STAMPED CUMMINGS 1953
 GP0661'CEMENTED IN DRILL HOLE IN SOLID BEDROCK.
 GP0661'
 GP0661'REFERENCE MARK 1 IS A STANDARD USGS TABLET STAMPED R.M. 1
 GP0661'CEMENTED IN A DRILL HOLE IN SOLID BEDROCK, 41.64 FEET FROM
 GP0661'STATION MARK N 15 DEG 07 MIN W.
 GP0661'
 GP0661'REFERENCE MARK 2 IS A STANDARD USGS TABLET STAMPED R.M. 2
 GP0661'CEMENTED IN DRILL HOLE IN SOLID BEDROCK, 40.28 FEET FROM
 GP0661'STATION MARK N 72 DEG 38 MIN E.
 GP0661
 GP0661                          STATION RECOVERY (1954)
 GP0661
 GP0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0889 ***********************************************************************
 DW0889  DESIGNATION -  CUNNINGHAM
 DW0889  PID         -  DW0889
 DW0889  STATE/COUNTY-  AZ/LA PAZ
 DW0889  USGS QUAD   -  CUNNINGHAM MTN (1971)
 DW0889
 DW0889                         *CURRENT SURVEY CONTROL
 DW0889  ___________________________________________________________________
 DW0889* NAD 83(1992)-  33 34 12.19414(N)    114 20 59.13080(W)     ADJUSTED  
 DW0889* NAVD 88     -      1011.9    (meters)    3320.     (feet)  VERTCON   
 DW0889  ___________________________________________________________________
 DW0889  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DW0889  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DW0889  HORZ ORDER  -  SECOND
 DW0889
 DW0889.The horizontal coordinates were established by classical geodetic methods
 DW0889.and adjusted by the National Geodetic Survey in August 1993.
 DW0889
 DW0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0889
 DW0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0889
 DW0889.The geoid height was determined by GEOID03.
 DW0889
 DW0889;                    North         East     Units Scale Factor Converg.
 DW0889;SPC AZ W     -   285,140.296   157,677.156   MT  0.99997154   -0 19 53.9
 DW0889;SPC AZ W     -   935,499.66    517,313.50   iFT  0.99997154   -0 19 53.9
 DW0889;UTM  11      - 3,717,633.485   746,004.544   MT  1.00034616   +1 27 58.3
 DW0889
 DW0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0889!SPC AZ W     -   0.99984620  x   0.99997154  =   0.99981774
 DW0889!UTM  11      -   0.99984620  x   1.00034616  =   1.00019230
 DW0889
 DW0889:                Primary Azimuth Mark                     Grid Az
 DW0889:SPC AZ W     -  LOS ANGELES PHOENIX AWY BCN 23           004 51 14.4
 DW0889:UTM  11      -  LOS ANGELES PHOENIX AWY BCN 23           003 03 22.2
 DW0889
 DW0889|---------------------------------------------------------------------|
 DW0889| PID    Reference Object                     Distance      Geod. Az  |
 DW0889|                                                           dddmmss.s |
 DW0889| DW0890 LOS ANGELES PHOENIX AWY BCN 23      APPROX. 2.5 KM 0043120.5 |
 DW0889| DW0887 SUGAR LOAF PK CAIRN                 APPROX. 7.7 KM 0234816.8 |
 DW0889| DW0885 GRANITE MTN CAIRN                   APPROX.12.5 KM 0465418.1 |
 DW0889| CE9230 CUNNINGHAM AZ MK                                   0785744.8 |
 DW0889| CE9231 CUNNINGHAM RM 1                       6.690 METERS 13444     |
 DW0889| CE9232 CUNNINGHAM RM 2                       6.227 METERS 21448     |
 DW0889| CE9229 CUNNINGHAM RM 1                       8.275 METERS 27602     |
 DW0889|---------------------------------------------------------------------|
 DW0889
 DW0889                          SUPERSEDED SURVEY CONTROL
 DW0889
 DW0889  NAD 83(1986)-  33 34 12.19206(N)    114 20 59.13614(W) AD(       ) 2
 DW0889  NAD 27      -  33 34 12.09800(N)    114 20 56.31800(W) AD(       ) 2
 DW0889  NGVD 29 (07/19/86) 1011.2    (m)         3318.     (f) VERT ANG    3  
 DW0889
 DW0889.Superseded values are not recommended for survey control.
 DW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0889.See file dsdata.txt to determine how the superseded data were derived.
 DW0889
 DW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4600517633(NAD 83)
 DW0889_MARKER: DD = SURVEY DISK
 DW0889_SETTING: 66 = SET IN ROCK OUTCROP
 DW0889_SP_SET: PARTIALLY EXPOSED BEDROCK
 DW0889
 DW0889  HISTORY     - Date     Condition        Report By
 DW0889  HISTORY     - 1949     MONUMENTED       USGS
 DW0889
 DW0889                          STATION DESCRIPTION
 DW0889
 DW0889'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0889'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HIGHEST PEAK
 DW0889'IN THE HIGH RANGE OF MOUNTAINS LYING ABOUT 10 MILES AIR LINE
 DW0889'SOUTHWEST OF QUARTZSITE AND ABOUT 12 MILES AIR LINE EAST-SOUTHEAST
 DW0889'OF BLYTHE.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 DW0889'MARK SET IN BEDROCK 50 FEET NORTHWEST OF THE HIGHEST POINT,
 DW0889'PROJECTS 6 INCHES AND STAMPED, CUNNINGHAM RS 1933.
 DW0889'
 DW0889'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DW0889'STATION MARK, PROJECTS 6 INCHES AND STAMPED, CUNNINGHAM NO
 DW0889'1 1949.
 DW0889'
 DW0889'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DW0889'SET IN BEDROCK APPROXIMATELY 18 INCHES LOWER THAN THE STATION
 DW0889'MARK, PROJECTS 12 INCHES AND STAMPED, CUNNINGHAM NO 1.
 DW0889'
 DW0889'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DW0889'SET IN BEDROCK APPROXIMATELY 3 FEET LOWER THAN THE STATION
 DW0889'MARK, FLUSH WITH THE GROUND AND STAMPED, CUNNINGHAM NO 2.
 DW0889'
 DW0889'THE AZIMUTH MARK IS ON A SMALL KNOLL 20 FEET SOUTHWEST OF THE
 DW0889'CENTER LINE OF TRACK ROAD, 5 FEET WEST OF A WHITE WITNESS
 DW0889'POST IN CAIRN, PROJECTS 8 INCHES AND STAMPED, CUNNINGHAM 1949.
 DW0889'
 DW0889'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO
 DW0889'WEST ON U.S. HIGHWAY 60 AND 70 FOR 2.5 MILES TO A GRADED
 DW0889'ROAD ON THE LEFT, SOUTH.  TURN LEFT AND GO 3.5 MILES TO FORK
 DW0889'NORTHEAST OF SOME BUILDINGS.  TAKE LEFT FORK AND GO 0.4 MILE TO
 DW0889'FORK JUST BEFORE REACHING AN OLD MINE DUMP.  TAKE LEFT FORK
 DW0889'FOR 0.45 MILE TO FORK ON THE NORTH SIDE OF A SMALL HILL.  TAKE
 DW0889'RIGHT FORK AROUND HILL AND GO 4.0 MILES TO POINT JUST ABOVE
 DW0889'AN ABANDONED MINING CAMP SITE AND THE AZIMUTH MARK ON LEFT,
 DW0889'SOUTHWEST, AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 DW0889'ACROSS WASH AND CLIMB THE SMOOTH GREY RIDGE TO SADDLE.
 DW0889'THENCE RIGHT, NORTHWEST, ALONG THE MAIN RIDGE TO THE HIGHEST
 DW0889'POINT AND STATION AS DESCRIBED ABOVE.  A 2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0884 ***********************************************************************
 DU0884  DESIGNATION -  CURB
 DU0884  PID         -  DU0884
 DU0884  STATE/COUNTY-  AZ/MARICOPA
 DU0884  USGS QUAD   -  TEMPE (1982)
 DU0884
 DU0884                         *CURRENT SURVEY CONTROL
 DU0884  ___________________________________________________________________
 DU0884* NAD 83(1992)-  33 27 43.21011(N)    111 56 05.24956(W)     ADJUSTED  
 DU0884* NAVD 88     -       380.16   (+/-2cm)    1247.2    (feet)  VERTCON   
 DU0884  ___________________________________________________________________
 DU0884  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DU0884  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0884  HORZ ORDER  -  SECOND
 DU0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0884
 DU0884.The horizontal coordinates were established by classical geodetic methods
 DU0884.and adjusted by the National Geodetic Survey in August 1993.
 DU0884
 DU0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0884.The vertical order pertains to the NGVD 29 superseded value.
 DU0884
 DU0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0884
 DU0884.The geoid height was determined by GEOID03.
 DU0884
 DU0884;                    North         East     Units Scale Factor Converg.
 DU0884;SPC AZ C     -   272,986.639   211,675.223   MT  0.99990003   -0 00 36.0
 DU0884;SPC AZ C     -   895,625.46    694,472.52   iFT  0.99990003   -0 00 36.0
 DU0884;UTM  12      - 3,702,897.272   413,132.098   MT  0.99969303   -0 30 55.7
 DU0884
 DU0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0884!SPC AZ C     -   0.99994498  x   0.99990003  =   0.99984502
 DU0884!UTM  12      -   0.99994498  x   0.99969303  =   0.99963803
 DU0884
 DU0884|---------------------------------------------------------------------|
 DU0884| PID    Reference Object                     Distance      Geod. Az  |
 DU0884|                                                           dddmmss.s |
 DU0884| DU0885 CURB RM 1                            12.667 METERS 18118     |
 DU0884| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 3.7 KM 1812551.7 |
 DU0884| DU0883 CURB RM 2                            23.479 METERS 26819     |
 DU0884| DU0882 CURB AZ MK                                         3574919.0 |
 DU0884|---------------------------------------------------------------------|
 DU0884
 DU0884                          SUPERSEDED SURVEY CONTROL
 DU0884
 DU0884  NAD 83(1986)-  33 27 43.20454(N)    111 56 05.25537(W) AD(       ) 2
 DU0884  NAD 27      -  33 27 43.04540(N)    111 56 02.73120(W) AD(       ) 2
 DU0884  NGVD 29 (??/??/92)  379.533  (m)         1245.18   (f) ADJ UNCH    2 0
 DU0884
 DU0884.Superseded values are not recommended for survey control.
 DU0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0884.See file dsdata.txt to determine how the superseded data were derived.
 DU0884
 DU0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1313202897(NAD 83)
 DU0884_MARKER: DE = TRAVERSE STATION DISK
 DU0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0884_SP_SET: CURB
 DU0884_STAMPING: CURB 1963
 DU0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0884+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DU0884
 DU0884  HISTORY     - Date     Condition        Report By
 DU0884  HISTORY     - 1963     MONUMENTED       CGS
 DU0884  HISTORY     - 1963     GOOD             CGS
 DU0884  HISTORY     - 1970     GOOD             NGS
 DU0884  HISTORY     - 1970     GOOD             NGS
 DU0884  HISTORY     - 19951014 GOOD             USPSQD
 DU0884  HISTORY     - 20060930 GOOD             USPSQD
 DU0884  HISTORY     - 20070122 GOOD             USPSQD
 DU0884
 DU0884                          STATION DESCRIPTION
 DU0884
 DU0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0884'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF SCOTTSDALE,
 DU0884'ABOUT 1/4 MILE SOUTH OF EAST MC DOWELL ROAD AND IN RESIDENTIAL
 DU0884'AREA AT THE INTERSECTION OF EAST BELLVIEW ROAD AND NORTH
 DU0884'68TH STREET.
 DU0884'
 DU0884'TO REACH FROM SCOTTSDALE ROAD AND EAST MC DOWELL ROAD IN
 DU0884'SCOTTSDALE, GO WEST ON EAST MC DOWELL ROAD FOR 0.5 MILE TO
 DU0884'NORTH 68TH STREET, (AZIMUTH MARK IS LOCATED IN THE SOUTHWEST
 DU0884'CORNER OF INTERSECTION AS DESCRIBED), TURN LEFT AND GO SOUTH
 DU0884'ON NORTH 68TH STREET FOR 0.25 MILE TO EAST BELLEVIEW STREET
 DU0884'AND STATION ON LEFT AS DESCRIBED.
 DU0884'
 DU0884'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CURB 1963,
 DU0884'IS SET IN A DRILL HOLE IN THE NORTHEAST STREET CURB OF
 DU0884'INTERSECTION OF NORTH 68TH STREET AND EAST BELLEVIEW STREET.
 DU0884'THE MARK IS 34.4 FEET NORTHEAST OF THE CENTER OF INTERSECTION.
 DU0884'
 DU0884'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CURB NO
 DU0884'1 1963, IS SET IN A DRILL HOLE IN THE SOUTHEAST STREET CURB
 DU0884'OF INTERSECTION OF NORTH 68TH STREET AND EAST BELLEVIEW STREET.
 DU0884'THE MARK IS 42.5 FEET SOUTHEAST OF THE CENTER OF INTERSECTION.
 DU0884'
 DU0884'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CURB NO
 DU0884'2 1963, IS SET IN A DRILL HOLE IN THE NORTHWEST STREET CURB
 DU0884'OF INTERSECTION AT NORTH 68TH STREET AND EAST BELLEVIEW STREET.
 DU0884'THE MARK IS 43.2 FEET NORTHWEST OF CENTER OF INTERSECTION.
 DU0884'
 DU0884'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CURB 1963, IS
 DU0884'SET IN A DRILL HOLE IN THE WEST STREET CURB OF NORTH 68TH STREET.
 DU0884'THE MARK IS 151 FEET SOUTH OF CENTER OF EAST MC DOWELL ROAD.
 DU0884'
 DU0884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0884
 DU0884                          STATION RECOVERY (1963)
 DU0884
 DU0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0884'0.75 MI SW FROM SCOTTSDALE.
 DU0884'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0884'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0884'SOUTH ALONG NORTH 68TH STREET TO THE JUNCTION OF NORTH 68TH STREET AND
 DU0884'EAST BELLIVIEW STREET, SET IN TOP OF THE CONCRETE CURB AT THE
 DU0884'NORTHEAST CORNER OF THE INTERSECTION, 18 FEET NORTH OF THE CENTER OF
 DU0884'EAST BELLEVIEW STREET, 38 FEET EAST OF THE CENTER OF NORTH 68TH
 DU0884'STREET, ABOUT LEVEL WITH THE STREET.  NOTE-- RM 1 IS 41.6 FEET SOUTH
 DU0884'OF TRAVERSE STATION CURB, 38 FEET EAST OF THE CENTER OF NORTH 68TH
 DU0884'STREET, 18 FEET SOUTH OF THE CENTER OF EAST BELLEVIEW STREET, AND IS A
 DU0884'C AND GS REFERENCE MARK DISK STAMPED CURB NO 1 1963, SET IN TOP OF THE
 DU0884'CONCRETE CURB AT THE SOUTHEAST CORNER OF THE INTERSECTION.  RM 2 IS
 DU0884'77.1 FEET WEST OF TRAVERSE STATION CURB, 18 FEET NORTH OF THE CENTER
 DU0884'OF EAST BELLEVIEW STREET, 38 FEET WEST OF THE CENTER OF NORTH 68TH
 DU0884'STREET, AND IS A C AND GS REFERENCE MARK DISK STAMPED CURB NO 2 1963,
 DU0884'SET IN TOP OF THE CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 DU0884'INTERSECTION.
 DU0884
 DU0884                          STATION RECOVERY (1970)
 DU0884
 DU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0884'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ROUTE
 DU0884'TO THE STATION IS ADEQUATE.
 DU0884'
 DU0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DU0884'SOUTH-SOUTHWEST OF SCOTTSDALE
 DU0884
 DU0884                          STATION RECOVERY (1970)
 DU0884
 DU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0884'RECOVERED IN GOOD CONDITION.
 DU0884
 DU0884                          STATION RECOVERY (1995)
 DU0884
 DU0884'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0884'RECOVERED IN GOOD CONDITION.
 DU0884
 DU0884                          STATION RECOVERY (2006)
 DU0884
 DU0884'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0884'RECOVERED AS DESCRIBED.
 DU0884
 DU0884                          STATION RECOVERY (2007)
 DU0884
 DU0884'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0884'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0882 ***********************************************************************
 DU0882  DESIGNATION -  CURB AZ MK
 DU0882  PID         -  DU0882
 DU0882  STATE/COUNTY-  AZ/MARICOPA
 DU0882  USGS QUAD   -  TEMPE (1982)
 DU0882
 DU0882                         *CURRENT SURVEY CONTROL
 DU0882  ___________________________________________________________________
 DU0882* NAD 83(1986)-  33 27 55.     (N)    111 56 06.     (W)     SCALED    
 DU0882* NAVD 88     -       381.96   (+/-2cm)    1253.1    (feet)  VERTCON   
 DU0882  ___________________________________________________________________
 DU0882  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0882
 DU0882.The horizontal coordinates were scaled from a topographic map and have
 DU0882.an estimated accuracy of +/- 6 seconds.
 DU0882
 DU0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0882.The vertical order pertains to the NGVD 29 superseded value.
 DU0882
 DU0882.The geoid height was determined by GEOID03.
 DU0882
 DU0882;                    North         East    Units  Estimated Accuracy
 DU0882;SPC AZ C     -   273,350.      211,660.      MT  (+/- 180 meters Scaled)
 DU0882
 DU0882                          SUPERSEDED SURVEY CONTROL
 DU0882
 DU0882  NGVD 29 (??/??/92)  381.339  (m)         1251.11   (f) ADJ UNCH    2 0
 DU0882
 DU0882.Superseded values are not recommended for survey control.
 DU0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0882.See file dsdata.txt to determine how the superseded data were derived.
 DU0882
 DU0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131032(NAD 83)
 DU0882_MARKER: DZ = AZIMUTH MARK DISK
 DU0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0882_SP_SET: CURB
 DU0882_STAMPING: CURB 1963
 DU0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0882+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DU0882
 DU0882  HISTORY     - Date     Condition        Report By
 DU0882  HISTORY     - 1963     MONUMENTED       CGS
 DU0882  HISTORY     - 1970     GOOD             NGS
 DU0882  HISTORY     - 19951014 GOOD             USPSQD
 DU0882  HISTORY     - 20060827 GOOD             GEOCAC
 DU0882  HISTORY     - 20060930 GOOD             USPSQD
 DU0882
 DU0882                          STATION DESCRIPTION
 DU0882
 DU0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0882'0.5 MI SW FROM SCOTTSDALE.
 DU0882'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0882'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE INTERSECTION
 DU0882'OF EAST MCDOWELL ROAD AND NORTH 68TH STREET, ABOUT 75 YARDS SOUTH OF
 DU0882'THE INTERSECTION AND SET IN THE CONCRETE CURB AT THE WEST SIDE OF 68TH
 DU0882'STREET, 35 FEET WEST OF THE CENTER OF THE STREET, AND ABOUT 0.5 FOOT
 DU0882'ABOVE THE LEVEL OF THE STREET.
 DU0882
 DU0882                          STATION RECOVERY (1970)
 DU0882
 DU0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0882'RECOVERED IN GOOD CONDITION.
 DU0882
 DU0882                          STATION RECOVERY (1995)
 DU0882
 DU0882'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0882'RECOVERED IN GOOD CONDITION.
 DU0882
 DU0882                          STATION RECOVERY (2006)
 DU0882
 DU0882'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0882'RECOVERED IN GOOD CONDITION.
 DU0882
 DU0882                          STATION RECOVERY (2006)
 DU0882
 DU0882'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0882'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0885 ***********************************************************************
 DU0885  DESIGNATION -  CURB RM 1
 DU0885  PID         -  DU0885
 DU0885  STATE/COUNTY-  AZ/MARICOPA
 DU0885  USGS QUAD   -  TEMPE (1982)
 DU0885
 DU0885                         *CURRENT SURVEY CONTROL
 DU0885  ___________________________________________________________________
 DU0885* NAD 83(1986)-  33 27 43.     (N)    111 56 05.     (W)     SCALED    
 DU0885* NAVD 88     -       380.24   (+/-2cm)    1247.5    (feet)  VERTCON   
 DU0885  ___________________________________________________________________
 DU0885  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0885
 DU0885.The horizontal coordinates were scaled from a topographic map and have
 DU0885.an estimated accuracy of +/- 6 seconds.
 DU0885
 DU0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0885.The vertical order pertains to the NGVD 29 superseded value.
 DU0885
 DU0885.The geoid height was determined by GEOID03.
 DU0885
 DU0885;                    North         East    Units  Estimated Accuracy
 DU0885;SPC AZ C     -   272,980.      211,680.      MT  (+/- 180 meters Scaled)
 DU0885
 DU0885                          SUPERSEDED SURVEY CONTROL
 DU0885
 DU0885  NGVD 29 (??/??/92)  379.610  (m)         1245.44   (f) ADJ UNCH    2 0
 DU0885
 DU0885.Superseded values are not recommended for survey control.
 DU0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0885.See file dsdata.txt to determine how the superseded data were derived.
 DU0885
 DU0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131028(NAD 83)
 DU0885_MARKER: DR = REFERENCE MARK DISK
 DU0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0885_SP_SET: CURB
 DU0885_STAMPING: CURB NO 1 1963
 DU0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0885+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DU0885
 DU0885  HISTORY     - Date     Condition        Report By
 DU0885  HISTORY     - 1963     MONUMENTED       CGS
 DU0885  HISTORY     - 1970     GOOD             NGS
 DU0885  HISTORY     - 19951014 GOOD             USPSQD
 DU0885  HISTORY     - 20060930 GOOD             USPSQD
 DU0885  HISTORY     - 20070122 GOOD             USPSQD
 DU0885
 DU0885                          STATION DESCRIPTION
 DU0885
 DU0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0885'0.75 MI SW FROM SCOTTSDALE.
 DU0885'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0885'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0885'SOUTH ALONG NORTH 68TH STREET TO THE JUNCTION OF NORTH 68TH STREET AND
 DU0885'EAST BELLEVIEW STREET, 41.6 FEET SOUTH OF TRAVERSE STATION CURB, 38
 DU0885'FEET EAST OF THE CENTER OF NORTH 68TH STREET, 18 FEET SOUTH OF THE
 DU0885'CENTER OF EAST BELLEVIEW STREET, AND SET IN TOP OF THE CONCRETE CURB
 DU0885'AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 DU0885
 DU0885                          STATION RECOVERY (1970)
 DU0885
 DU0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0885'RECOVERED IN GOOD CONDITION.
 DU0885
 DU0885                          STATION RECOVERY (1995)
 DU0885
 DU0885'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0885'RECOVERED IN GOOD CONDITION.
 DU0885
 DU0885                          STATION RECOVERY (2006)
 DU0885
 DU0885'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0885'RECOVERED AS DESCRIBED.
 DU0885
 DU0885                          STATION RECOVERY (2007)
 DU0885
 DU0885'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0885'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0883 ***********************************************************************
 DU0883  DESIGNATION -  CURB RM 2
 DU0883  PID         -  DU0883
 DU0883  STATE/COUNTY-  AZ/MARICOPA
 DU0883  USGS QUAD   -  TEMPE (1982)
 DU0883
 DU0883                         *CURRENT SURVEY CONTROL
 DU0883  ___________________________________________________________________
 DU0883* NAD 83(1986)-  33 27 43.     (N)    111 56 05.     (W)     SCALED    
 DU0883* NAVD 88     -       380.41   (+/-2cm)    1248.1    (feet)  VERTCON   
 DU0883  ___________________________________________________________________
 DU0883  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0883
 DU0883.The horizontal coordinates were scaled from a topographic map and have
 DU0883.an estimated accuracy of +/- 6 seconds.
 DU0883
 DU0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0883.The vertical order pertains to the NGVD 29 superseded value.
 DU0883
 DU0883.The geoid height was determined by GEOID03.
 DU0883
 DU0883;                    North         East    Units  Estimated Accuracy
 DU0883;SPC AZ C     -   272,980.      211,680.      MT  (+/- 180 meters Scaled)
 DU0883
 DU0883                          SUPERSEDED SURVEY CONTROL
 DU0883
 DU0883  NGVD 29 (??/??/92)  379.786  (m)         1246.01   (f) ADJ UNCH    2 0
 DU0883
 DU0883.Superseded values are not recommended for survey control.
 DU0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0883.See file dsdata.txt to determine how the superseded data were derived.
 DU0883
 DU0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131028(NAD 83)
 DU0883_MARKER: DR = REFERENCE MARK DISK
 DU0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0883_SP_SET: CURB
 DU0883_STAMPING: CURB NO 2 1963
 DU0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0883+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DU0883
 DU0883  HISTORY     - Date     Condition        Report By
 DU0883  HISTORY     - 1963     MONUMENTED       CGS
 DU0883  HISTORY     - 1970     GOOD             NGS
 DU0883  HISTORY     - 19951014 GOOD             USPSQD
 DU0883  HISTORY     - 20060930 GOOD             USPSQD
 DU0883  HISTORY     - 20070122 GOOD             USPSQD
 DU0883
 DU0883                          STATION DESCRIPTION
 DU0883
 DU0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0883'0.75 MI SW FROM SCOTTSDALE.
 DU0883'0.5 MILE WEST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0883'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0883'SOUTH ALONG NORTH 68TH STREET TO THE JUNCTION OF NORTH 68TH STREET AND
 DU0883'EAST BELLEVIEW STREET, 77.1 FEET WEST OF TRAVERSE STATION CURB, 18
 DU0883'FEET NORTH OF THE CENTER OF EAST BELLIVIEW STREET, 38 FEET WEST OF THE
 DU0883'CENTER OF NORTH 68TH STREET, AND SET IN TOP OF THE CONCRETE CURB AT
 DU0883'THE NORTHWEST CORNER OF THE INTERSECTION.
 DU0883
 DU0883                          STATION RECOVERY (1970)
 DU0883
 DU0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0883'RECOVERED IN GOOD CONDITION.
 DU0883
 DU0883                          STATION RECOVERY (1995)
 DU0883
 DU0883'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0883'RECOVERED IN GOOD CONDITION.
 DU0883
 DU0883                          STATION RECOVERY (2006)
 DU0883
 DU0883'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0883'RECOVERED AS DESCRIBED.
 DU0883
 DU0883                          STATION RECOVERY (2007)
 DU0883
 DU0883'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0883'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0950 ***********************************************************************
 CG0950  HT_MOD      -  This is a Height Modernization Survey Station.
 CG0950  DESIGNATION -  CURTIS
 CG0950  PID         -  CG0950
 CG0950  STATE/COUNTY-  AZ/COCHISE
 CG0950  USGS QUAD   -  LAND (1973)
 CG0950
 CG0950                         *CURRENT SURVEY CONTROL
 CG0950  ___________________________________________________________________
 CG0950* NAD 83(2007)-  31 51 04.96098(N)    110 11 56.71520(W)     ADJUSTED  
 CG0950* NAVD 88     -      1144.58   (meters)    3755.2    (feet)  GPS OBS   
 CG0950  ___________________________________________________________________
 CG0950  EPOCH DATE  -        2007.00
 CG0950  X           -  -1,872,720.289 (meters)                     COMP
 CG0950  Y           -  -5,090,154.838 (meters)                     COMP
 CG0950  Z           -   3,347,033.595 (meters)                     COMP
 CG0950  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CG0950  ELLIP HEIGHT-        1116.738 (meters)          (11/28/08) ADJUSTED
 CG0950  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CG0950  HORZ ORDER  -  B
 CG0950  ELLP ORDER  -  FOURTH    CLASS II
 CG0950
 CG0950.The horizontal coordinates were established by GPS observations
 CG0950.and adjusted by the National Geodetic Survey in November 2008.
 CG0950
 CG0950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0950.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0950.The horizontal coordinates are valid at the epoch date displayed above.
 CG0950.The epoch date for horizontal control is a decimal equivalence
 CG0950.of Year/Month/Day.
 CG0950
 CG0950.The orthometric height was determined by GPS observations and a
 CG0950.high-resolution geoid model.
 CG0950.The orthometric height was determined by GPS observations and a
 CG0950.high-resolution geoid model using precise GPS observation and
 CG0950.processing techniques.
 CG0950
 CG0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0950
 CG0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0950
 CG0950.The ellipsoidal height was determined by GPS observations
 CG0950.and is referenced to NAD 83.
 CG0950
 CG0950.The geoid height was determined by GEOID03.
 CG0950
 CG0950;                    North         East     Units Scale Factor Converg.
 CG0950;SPC AZ E     -    94,389.108   210,291.824   MT  0.99990012   -0 01 01.6
 CG0950;SPC AZ E     -   309,675.55    689,933.81   iFT  0.99990012   -0 01 01.6
 CG0950;UTM  12      - 3,524,241.756   575,773.336   MT  0.99967081   +0 25 21.6
 CG0950
 CG0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0950!SPC AZ E     -   0.99982468  x   0.99990012  =   0.99972482
 CG0950!UTM  12      -   0.99982468  x   0.99967081  =   0.99949555
 CG0950
 CG0950|---------------------------------------------------------------------|
 CG0950| PID    Reference Object                     Distance      Geod. Az  |
 CG0950|                                                           dddmmss.s |
 CG0950| CC7219 CURTIS RM 1                           5.558 METERS 05454     |
 CG0950| CC7218 656+264                                            1455059.0 |
 CG0950| CC7220 CURTIS RM 2                           5.367 METERS 16758     |
 CG0950| CZ1797 PHOENIX EL PASO AWY BCN T 1         APPROX.29.4 KM 3183235.4 |
 CG0950|---------------------------------------------------------------------|
 CG0950
 CG0950                          SUPERSEDED SURVEY CONTROL
 CG0950
 CG0950  NAD 83(1992)-  31 51 04.96223(N)    110 11 56.71636(W) AD(       ) 3
 CG0950  NAD 83(1986)-  31 51 04.95686(N)    110 11 56.71340(W) AD(       ) 3
 CG0950  NAD 27      -  31 51 04.64600(N)    110 11 54.46300(W) AD(       ) 3
 CG0950  NGVD 29 (07/19/86) 1144.1    (m)         3754.     (f) VERT ANG    3  
 CG0950
 CG0950.Superseded values are not recommended for survey control.
 CG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0950.See file dsdata.txt to determine how the superseded data were derived.
 CG0950
 CG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7577324242(NAD 83)
 CG0950_MARKER: DS = TRIANGULATION STATION DISK
 CG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0950+STABILITY: SURFACE MOTION
 CG0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0950+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CG0950
 CG0950  HISTORY     - Date     Condition        Report By
 CG0950  HISTORY     - 1946     MONUMENTED       CGS
 CG0950  HISTORY     - 1986     GOOD             AZDT
 CG0950  HISTORY     - 19981001 GOOD             USPSQD
 CG0950  HISTORY     - 20050715 GOOD             AZ-003
 CG0950  HISTORY     - 20060908 GOOD             GEOCAC
 CG0950
 CG0950                          STATION DESCRIPTION
 CG0950
 CG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0950'THE STATION IS ON THE E SIDE OF U.S. HIGHWAY 80 WHERE IT CUTS
 CG0950'THROUGH A LOW RIDGE, BY APPROXIMATE AIRLINE DISTANCES, 12-1/2
 CG0950'MILES NW OF TOMBSTONE, 4 MILES SSE OF ST. DAVID, AND 3/4 MILE
 CG0950'E OF THE SAN PEDRO RIVER.
 CG0950'
 CG0950'TO REACH FROM THE NEW LATTER DAY SAINTS CHURCH IN ST. DAVID,
 CG0950'GO E AND S ON U.S. HIGHWAY 80 FOR 4.4 MILES TO THE STATION ON
 CG0950'THE LEFT, ON TOP OF LOW RIDGE, ABOUT 20 FEET ABOVE HIGHWAY.
 CG0950'TO REACH THE AZIMUTH MARK CONTINUE ALONG THE HIGHWAY 0.35 MILE
 CG0950'TO THE SECOND HIGHWAY CULVERT.  THE MARK IS SET IN THE CONCRETE
 CG0950'ABUTMENT ON THE RIGHT-HAND SIDE.
 CG0950'
 CG0950'THE STATION MARK IS A BRONZE STATION DISK, STAMPED CURTIS 1946,
 CG0950'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1-1/2
 CG0950'INCHES ABOVE THE GROUND.  IT IS ABOUT 61 FEET NE OF THE TOP
 CG0950'EDGE OF THE CUT WHERE THE HIGHWAY GOES THROUGH.  UNDERGROUND
 CG0950'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CG0950'
 CG0950'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CURTIS
 CG0950'NO 1 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CG0950'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED ENE OF THE
 CG0950'STATION AND ABOUT 1 FOOT HIGHER.
 CG0950'
 CG0950'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CURTIS
 CG0950'NO 2 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CG0950'ABOUT 2-1/2 INCHES ABOVE THE GROUND.  IT IS LOCATED S OF THE
 CG0950'STATION AND AT ABOUT THE SAME LEVEL.
 CG0950'
 CG0950'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK OF THE ARIZONA
 CG0950'HIGHWAY DEPARTMENT WITH THE ELEVATION STAMPED AS 3731.07.  IT IS
 CG0950'ALSO STAMPED 656+264 1931.  THE MARK IS SET IN THE CONCRETE
 CG0950'ABUTMENT 14-1/2 FEET SW OF THE CENTER OF THE HIGHWAY AND ABOUT
 CG0950'1 FOOT HIGHER.  IT IS SE OF THE STATION.
 CG0950
 CG0950                          STATION RECOVERY (1986)
 CG0950
 CG0950'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0950'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0950'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0950'
 CG0950'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL EAST
 CG0950'ALONG U.S. HIGHWAY 80 FOR 4.5 MILES TO THE STATION ON THE LEFT.  IT IS
 CG0950'ON TOP OF A CUT AT MILE POST 304.55.
 CG0950'
 CG0950'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTHEAST 0.4 MILE
 CG0950'TO THE MARK ON THE RIGHT IN THE HEADWALL OF A BRIDGE.
 CG0950
 CG0950                          STATION RECOVERY (1998)
 CG0950
 CG0950'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0950'RECOVERED IN GOOD CONDITION.
 CG0950
 CG0950                          STATION RECOVERY (2005)
 CG0950
 CG0950'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2005 (DLS)
 CG0950'RECOVERED IN GOOD CONDITION.
 CG0950
 CG0950                          STATION RECOVERY (2006)
 CG0950
 CG0950'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0950'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG0950'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0921 ***********************************************************************
 ET0921  DESIGNATION -  CURVE
 ET0921  PID         -  ET0921
 ET0921  STATE/COUNTY-  AZ/YAVAPAI
 ET0921  USGS QUAD   -  JOES HILL (1969)
 ET0921
 ET0921                         *CURRENT SURVEY CONTROL
 ET0921  ___________________________________________________________________
 ET0921* NAD 83(1992)-  34 13 48.30121(N)    112 05 06.22055(W)     ADJUSTED  
 ET0921* NAVD 88     -      1125.7    (meters)    3693.     (feet)  VERTCON   
 ET0921  ___________________________________________________________________
 ET0921  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 ET0921  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 ET0921  HORZ ORDER  -  SECOND
 ET0921
 ET0921.The horizontal coordinates were established by classical geodetic methods
 ET0921.and adjusted by the National Geodetic Survey in August 1993.
 ET0921
 ET0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0921
 ET0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0921
 ET0921.The geoid height was determined by GEOID03.
 ET0921
 ET0921;                    North         East     Units Scale Factor Converg.
 ET0921;SPC AZ C     -   358,186.030   197,846.514   MT  0.99990297   -0 05 41.0
 ET0921;SPC AZ C     - 1,175,151.02    649,102.74   iFT  0.99990297   -0 05 41.0
 ET0921;UTM  12      - 3,788,200.010   400,065.703   MT  0.99972310   -0 36 37.5
 ET0921
 ET0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0921!SPC AZ C     -   0.99982759  x   0.99990297  =   0.99973058
 ET0921!UTM  12      -   0.99982759  x   0.99972310  =   0.99955074
 ET0921
 ET0921|---------------------------------------------------------------------|
 ET0921| PID    Reference Object                     Distance      Geod. Az  |
 ET0921|                                                           dddmmss.s |
 ET0921| CH3008 CURVE RM 1                            8.044 METERS 02819     |
 ET0921| CH3009 CURVE RM 2                            6.662 METERS 14724     |
 ET0921| ET0239 SUN                                 APPROX. 3.1 KM 2742012.8 |
 ET0921|---------------------------------------------------------------------|
 ET0921
 ET0921                          SUPERSEDED SURVEY CONTROL
 ET0921
 ET0921  NAD 83(1986)-  34 13 48.29604(N)    112 05 06.22044(W) AD(       ) 2
 ET0921  NAD 27      -  34 13 48.18240(N)    112 05 03.65440(W) AD(       ) 2
 ET0921  NGVD 29 (07/19/86) 1125.0    (m)         3691.     (f) VERT ANG    3  
 ET0921
 ET0921.Superseded values are not recommended for survey control.
 ET0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0921.See file dsdata.txt to determine how the superseded data were derived.
 ET0921
 ET0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0006688200(NAD 83)
 ET0921_MARKER: DS = TRIANGULATION STATION DISK
 ET0921_SETTING: 66 = SET IN ROCK OUTCROP
 ET0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0921+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0921
 ET0921  HISTORY     - Date     Condition        Report By
 ET0921  HISTORY     - 1959     MONUMENTED       CGS
 ET0921  HISTORY     - 20060715 GOOD             GEOCAC
 ET0921  HISTORY     - 20080711 GOOD             GEOCAC
 ET0921
 ET0921                          STATION DESCRIPTION
 ET0921
 ET0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0921'THE STATION IS LOCATED ON THE SUMMIT OF A VERY ROCKY HILL
 ET0921'THAT IS ABOUT 13 MILES NORTH OF THE POST OFFICE AT BLACK
 ET0921'CANYON, 4 MILES NORTHEAST OF THE SUNSET POINT REST STOP,
 ET0921'2 MILES SOUTHWEST OF THE HORSESHOE RANCH AND 0.8 MILE NORTH
 ET0921'OF WHERE THE AGUA FRIA RIVER ENTERS A DEEP CANYON.
 ET0921'
 ET0921'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0921'GO NORTH ON STATE HIGHWAY 69 FOR 8.6 MILES TO THE SUNSET
 ET0921'POINT REST STOP ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY
 ET0921'FOR 4.3 MILES TO A METAL GATE AND ROAD ON THE RIGHT, TURN
 ET0921'RIGHT, EAST, PASS THROUGH THE GATE AND FOLLOW THE BLADED
 ET0921'ROAD FOR 1.5 MILES TO A WIRE GATE, PASS THROUGH THE GATE
 ET0921'AND CONTINUE UPHILL ON THE ROAD FOR 0.5 MILE TO A POINT
 ET0921'WHERE THE ROAD STARTS DOWNHILL AND THE END OF TRUCK TRAVEL.
 ET0921'FROM HERE PACK EAST UPHILL FOR ABOUT 5 MINUTES TO THE HIGHEST
 ET0921'POINT OF THE HILL AND THE STATION.
 ET0921'
 ET0921'THE STATION MARK, STAMPED CURVE 1958, IS A STANDARD DISK
 ET0921'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 ET0921'12 INCHES AND IS 24.7 FEET NORTHWEST OF A WITNESS POST.
 ET0921'
 ET0921'REFERENCE MARK NO. 1, STAMPED CURVE NO 1 1958, IS A STANDARD
 ET0921'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 ET0921'PROJECTS 16 INCHES AND IS 47.3 NORTH OF A WITNESS POST.
 ET0921'
 ET0921'REFERENCE MARK NO. 2, STAMPED CURVE NO 2 1958, IS A STANDARD
 ET0921'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 ET0921'PROJECTS 12 INCHES AND IS 7 FEET NORTH OF A WITNESS POST.
 ET0921'
 ET0921'TRIANGULATION STATION SUN CAN BE USED FOR AN AZIMUTH MARK.
 ET0921'(SEE DESCRIPTION THEREOF).
 ET0921
 ET0921                          STATION RECOVERY (2006)
 ET0921
 ET0921'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0921'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0921'SEARCH BY PID.
 ET0921
 ET0921                          STATION RECOVERY (2008)
 ET0921
 ET0921'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0921'RECOVERED CURVE, CURVE RM 1 AND CURVE RM 2 IN GOOD CONDITION.  A BUSH
 ET0921'HAS GROWN OVER
 ET0921'TOP OF RM 1 SO IT IS NOT IN PLAIN SIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0487 ***********************************************************************
 GP0487  DESIGNATION -  CURVE
 GP0487  PID         -  GP0487
 GP0487  STATE/COUNTY-  AZ/COCONINO
 GP0487  USGS QUAD   -  TANNER WELL (1985)
 GP0487
 GP0487                         *CURRENT SURVEY CONTROL
 GP0487  ___________________________________________________________________
 GP0487* NAD 83(1992)-  36 34 25.00289(N)    111 38 33.18884(W)     ADJUSTED  
 GP0487* NAVD 88     -      1606.3    (meters)    5270.     (feet)  VERTCON   
 GP0487  ___________________________________________________________________
 GP0487  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 GP0487  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GP0487  HORZ ORDER  -  SECOND
 GP0487
 GP0487.The horizontal coordinates were established by classical geodetic methods
 GP0487.and adjusted by the National Geodetic Survey in August 1993.
 GP0487
 GP0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0487
 GP0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0487
 GP0487.The geoid height was determined by GEOID03.
 GP0487
 GP0487;                    North         East     Units Scale Factor Converg.
 GP0487;SPC AZ C     -   618,191.954   237,892.502   MT  0.99990741   +0 09 48.0
 GP0487;SPC AZ C     - 2,028,188.83    780,487.21   iFT  0.99990741   +0 09 48.0
 GP0487;UTM  12      - 4,047,765.541   442,510.209   MT  0.99964072   -0 22 58.4
 GP0487
 GP0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0487!SPC AZ C     -   0.99975155  x   0.99990741  =   0.99965898
 GP0487!UTM  12      -   0.99975155  x   0.99964072  =   0.99939236
 GP0487
 GP0487|---------------------------------------------------------------------|
 GP0487| PID    Reference Object                     Distance      Geod. Az  |
 GP0487|                                                           dddmmss.s |
 GP0487| CR7963 CURVE RM 1                           11.703 METERS 25757     |
 GP0487| CR7964 CURVE RM 2                           15.849 METERS 32829     |
 GP0487| GP0495 LIME                                APPROX. 3.5 KM 3392234.4 |
 GP0487|---------------------------------------------------------------------|
 GP0487
 GP0487                          SUPERSEDED SURVEY CONTROL
 GP0487
 GP0487  NAD 83(1986)-  36 34 25.00117(N)    111 38 33.18446(W) AD(       ) 2
 GP0487  NGVD 29 (07/12/88) 1605.3    (m)         5267.     (f) VERT ANG    3  
 GP0487
 GP0487.Superseded values are not recommended for survey control.
 GP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0487.See file dsdata.txt to determine how the superseded data were derived.
 GP0487
 GP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4251047766(NAD 83)
 GP0487_MARKER: DS = TRIANGULATION STATION DISK
 GP0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0487+STABILITY: SURFACE MOTION
 GP0487
 GP0487  HISTORY     - Date     Condition        Report By
 GP0487  HISTORY     - 1983     MONUMENTED       AZDT
 GP0487
 GP0487                          STATION DESCRIPTION
 GP0487
 GP0487'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0487'THE STATION IS LOCATED 26 MILES SOUTHWEST OF PAGE, 14 MILES NORTHWEST
 GP0487'OF CEDAR RIDGE TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0487'
 GP0487'THE STATION MARK IS AN AZDT DISK STAMPED---CURVE 1983---.  IT IS SET
 GP0487'IN TOP OF A 10 INCH CONCRETE MONUMENT 98 FEET WEST OF THE CENTER LINE
 GP0487'OF THE HIGHWAY AND MARKED WITH A WITNESS POST AND SIGN.
 GP0487'
 GP0487'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CURVE RM 1 1983---.  IT IS
 GP0487'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0487'
 GP0487'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CURVE RM 2 1983---.  IT IS
 GP0487'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0487'
 GP0487'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0487'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0487'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN
 GP0487'LEFT ALONG U.S. 89 AND TRAVEL SOUTH FOR 24.5 MILES TO THE JUNCTION OF
 GP0487'U.S. 89 AND U.S. 89 ALT.  TURN LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR
 GP0487'4.5 MILES TO MILE POST 519.55 AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1351 ***********************************************************************
 FS1351  DESIGNATION -  CURVE
 FS1351  PID         -  FS1351
 FS1351  STATE/COUNTY-  AZ/MOHAVE
 FS1351  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS1351
 FS1351                         *CURRENT SURVEY CONTROL
 FS1351  ___________________________________________________________________
 FS1351* NAD 83(1992)-  35 41 18.46607(N)    114 28 11.72203(W)     ADJUSTED  
 FS1351* NAVD 88     -       751.8    (meters)    2467.     (feet)  VERTCON   
 FS1351  ___________________________________________________________________
 FS1351  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FS1351  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS1351  HORZ ORDER  -  SECOND
 FS1351
 FS1351.The horizontal coordinates were established by classical geodetic methods
 FS1351.and adjusted by the National Geodetic Survey in August 1993.
 FS1351
 FS1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1351
 FS1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1351
 FS1351.The geoid height was determined by GEOID03.
 FS1351
 FS1351;                    North         East     Units Scale Factor Converg.
 FS1351;SPC AZ W     -   520,205.551   148,198.560   MT  0.99998564   -0 25 12.0
 FS1351;SPC AZ W     - 1,706,711.13    486,215.75   iFT  0.99998564   -0 25 12.0
 FS1351;UTM  11      - 3,952,345.387   728,947.292   MT  1.00024596   +1 28 35.9
 FS1351
 FS1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1351!SPC AZ W     -   0.99988647  x   0.99998564  =   0.99987212
 FS1351!UTM  11      -   0.99988647  x   1.00024596  =   1.00013241
 FS1351
 FS1351|---------------------------------------------------------------------|
 FS1351| PID    Reference Object                     Distance      Geod. Az  |
 FS1351|                                                           dddmmss.s |
 FS1351| CS4795 CURVE RM 1                           12.222 METERS 17044     |
 FS1351| FS1163 POPE                                APPROX. 7.9 KM 3352704.3 |
 FS1351| CS4796 CURVE RM 2                           12.198 METERS 34959     |
 FS1351|---------------------------------------------------------------------|
 FS1351
 FS1351                          SUPERSEDED SURVEY CONTROL
 FS1351
 FS1351  NAD 83(1986)-  35 41 18.46174(N)    114 28 11.71407(W) AD(       ) 2
 FS1351  NGVD 29 (11/23/90)  751.1    (m)         2464.     (f) VERT ANG    3  
 FS1351
 FS1351.Superseded values are not recommended for survey control.
 FS1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1351.See file dsdata.txt to determine how the superseded data were derived.
 FS1351
 FS1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2894752345(NAD 83)
 FS1351_MARKER: DS = TRIANGULATION STATION DISK
 FS1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1351+STABILITY: SURFACE MOTION
 FS1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1351+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS1351
 FS1351  HISTORY     - Date     Condition        Report By
 FS1351  HISTORY     - 1981     MONUMENTED       AZDT
 FS1351  HISTORY     - 20050717 GOOD             USPSQD
 FS1351
 FS1351                          STATION DESCRIPTION
 FS1351
 FS1351'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1351'THE STATION IS LOCATED 27 MILES SOUTHEAST OF HOVER DAM, 13 MILES NORTH
 FS1351'WEST OF DOLAN SPRINGS AND ALONG THE SOUTHEAST RIGHT OF WAY OF US 93.
 FS1351'
 FS1351'THE STATION MARK IS AN ADOT DISK STAMPED, CURVE 1981.  IT IS SET IN
 FS1351'TOP OF A 10 INCH CONCRETE MONUMENT.  96 FEET SOUTHWEST OF THE CENTER
 FS1351'LINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1351'
 FS1351'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CURVE RM 1 1981.  IT IS SET
 FS1351'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1351'
 FS1351'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CURVE RM 2 1981.  IT IS SET
 FS1351'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1351'
 FS1351'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1351'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT AND GO
 FS1351'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1351'INTERCHANGE.  TRAVEL NORTH ALONG US HIGHWAY 93 FOR 35.2 MILES TO THE
 FS1351'BRIDGE OVER DETRITAL WASH.  CONTINUE NORTH ALONG US 93 FOR 5.2 MILES
 FS1351'TO A HIGHLINE THAT CROSSES OVER HIGHWAY, CONTINUE NORTH ALONG US 93
 FS1351'FOR 1.4 MILES TO THE STATION ON THE LEFT.
 FS1351
 FS1351                          STATION RECOVERY (2005)
 FS1351
 FS1351'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS1351'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1166 ***********************************************************************
 CG1166  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1166  DESIGNATION -  CURVE
 CG1166  PID         -  CG1166
 CG1166  STATE/COUNTY-  AZ/COCHISE
 CG1166  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1166
 CG1166                         *CURRENT SURVEY CONTROL
 CG1166  ___________________________________________________________________
 CG1166* NAD 83(2007)-  31 42 50.22407(N)    110 15 09.78760(W)     ADJUSTED  
 CG1166* NAVD 88     -      1271.10   (meters)    4170.3    (feet)  GPS OBS   
 CG1166  ___________________________________________________________________
 CG1166  EPOCH DATE  -        2007.00
 CG1166  X           -  -1,880,300.062 (meters)                     COMP
 CG1166  Y           -  -5,096,031.647 (meters)                     COMP
 CG1166  Z           -   3,334,144.405 (meters)                     COMP
 CG1166  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CG1166  ELLIP HEIGHT-        1243.129 (meters)          (02/10/07) ADJUSTED
 CG1166  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG1166
 CG1166  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1166  Type    PID    Designation                      North   East  Ellip
 CG1166  -------------------------------------------------------------------
 CG1166  NETWORK CG1166 CURVE                             1.12   0.92   3.02
 CG1166  -------------------------------------------------------------------
 CG1166
 CG1166.The horizontal coordinates were established by GPS observations
 CG1166.and adjusted by the National Geodetic Survey in February 2007.
 CG1166
 CG1166.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1166.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1166.The horizontal coordinates are valid at the epoch date displayed above.
 CG1166.The epoch date for horizontal control is a decimal equivalence
 CG1166.of Year/Month/Day.
 CG1166
 CG1166.The orthometric height was determined by GPS observations and a
 CG1166.high-resolution geoid model.
 CG1166.The orthometric height was determined by GPS observations and a
 CG1166.high-resolution geoid model using precise GPS observation and
 CG1166.processing techniques.
 CG1166
 CG1166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1166
 CG1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1166
 CG1166.The ellipsoidal height was determined by GPS observations
 CG1166.and is referenced to NAD 83.
 CG1166
 CG1166.The geoid height was determined by GEOID03.
 CG1166
 CG1166;                    North         East     Units Scale Factor Converg.
 CG1166;SPC AZ E     -    79,155.083   205,204.337   MT  0.99990082   -0 02 42.8
 CG1166;SPC AZ E     -   259,695.15    673,242.58   iFT  0.99990082   -0 02 42.8
 CG1166;UTM  12      - 3,508,972.779   570,803.867   MT  0.99966183   +0 23 34.2
 CG1166
 CG1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1166!SPC AZ E     -   0.99980484  x   0.99990082  =   0.99970568
 CG1166!UTM  12      -   0.99980484  x   0.99966183  =   0.99946673
 CG1166
 CG1166|---------------------------------------------------------------------|
 CG1166| PID    Reference Object                     Distance      Geod. Az  |
 CG1166|                                                           dddmmss.s |
 CG1166| CS6104 CURVE RM 1                           18.418 METERS 10927     |
 CG1166| CS6105 CURVE RM 2                           14.612 METERS 19308     |
 CG1166|---------------------------------------------------------------------|
 CG1166
 CG1166                          SUPERSEDED SURVEY CONTROL
 CG1166
 CG1166  NAD 83(1992)-  31 42 50.22383(N)    110 15 09.78726(W) AD(       ) B
 CG1166  ELLIP H (08/22/05) 1243.139  (m)                       GP(       ) 4 2
 CG1166  NAD 83(1992)-  31 42 50.22774(N)    110 15 09.78688(W) AD(       ) 2
 CG1166  NAD 83(1986)-  31 42 50.22129(N)    110 15 09.78116(W) AD(       ) 2
 CG1166  NGVD 29 (06/28/91) 1270.2    (m)         4167.     (f) VERT ANG    3  
 CG1166
 CG1166.Superseded values are not recommended for survey control.
 CG1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1166.See file dsdata.txt to determine how the superseded data were derived.
 CG1166
 CG1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7080408973(NAD 83)
 CG1166_MARKER: DS = TRIANGULATION STATION DISK
 CG1166_SETTING: 66 = SET IN ROCK OUTCROP
 CG1166_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1166_STAMPING: NONE
 CG1166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1166+STABILITY: POSITION/ELEVATION WELL
 CG1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1166+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1166
 CG1166  HISTORY     - Date     Condition        Report By
 CG1166  HISTORY     - 1986     MONUMENTED       AZDT
 CG1166  HISTORY     - 19981001 GOOD             USPSQD
 CG1166  HISTORY     - 20040429 GOOD             AZ-003
 CG1166
 CG1166                          STATION DESCRIPTION
 CG1166
 CG1166'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1166'THE STATION IS LOCATED 11 MILES WEST OF TOMBSTONE ALONG THE SOUTHEAST
 CG1166'SIDE OF STATE ROUTE 82.
 CG1166'
 CG1166'THE STATION MARK IS AN AZDT DISK STAMPED---CURVE 1986---.  IT IS SET
 CG1166'IN A DRILL HOLE IN BEDROCK WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 CG1166'IT IS 58 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET
 CG1166'EAST OF A CAIRN.
 CG1166'
 CG1166'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CURVE RM 1 1986---.  IT IS
 CG1166'SET IN BEDROCK WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 3
 CG1166'FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 CG1166'
 CG1166'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CURVE RM 2 1986---.  IT IS
 CG1166'SET IN BEDROCK WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 3
 CG1166'FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 CG1166'
 CG1166'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY
 CG1166'TRAVEL NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH
 CG1166'STATE ROUTE 82.  TURN RIGHT ALONG S.R. 82 AND TRAVEL EAST FOR 6.0
 CG1166'MILES TO THE STATION ON THE RIGHT AT MILE POST 57.6.
 CG1166
 CG1166                          STATION RECOVERY (1998)
 CG1166
 CG1166'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1166'RECOVERED IN GOOD CONDITION.
 CG1166
 CG1166                          STATION RECOVERY (2004)
 CG1166
 CG1166'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1166'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0683 ***********************************************************************
 GP0683  DESIGNATION -  CUSPHSP
 GP0683  PID         -  GP0683
 GP0683  STATE/COUNTY-  AZ/NAVAJO
 GP0683  USGS QUAD   -  SHONTO NW (1980)
 GP0683
 GP0683                         *CURRENT SURVEY CONTROL
 GP0683  ___________________________________________________________________
 GP0683* NAD 83(1986)-  36 40 26.     (N)    110 44 46.     (W)     SCALED    
 GP0683* NAVD 88     -      2089.236  (meters)    6854.44   (feet)  ADJUSTED  
 GP0683  ___________________________________________________________________
 GP0683  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 GP0683  DYNAMIC HT  -        2086.563 (meters)    6845.67  (feet)  COMP
 GP0683  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 GP0683
 GP0683  VERT ORDER  -  SECOND    CLASS 0
 GP0683
 GP0683.The horizontal coordinates were scaled from a topographic map and have
 GP0683.an estimated accuracy of +/- 6 seconds.
 GP0683
 GP0683.The orthometric height was determined by differential leveling
 GP0683.and adjusted in June 1991.
 GP0683
 GP0683.The geoid height was determined by GEOID03.
 GP0683
 GP0683.The dynamic height is computed by dividing the NAVD 88
 GP0683.geopotential number by the normal gravity value computed on the
 GP0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0683.degrees latitude (g = 980.6199 gals.).
 GP0683
 GP0683.The modeled gravity was interpolated from observed gravity values.
 GP0683
 GP0683;                    North         East    Units  Estimated Accuracy
 GP0683;SPC AZ E     -   629,440.      161,570.      MT  (+/- 180 meters Scaled)
 GP0683
 GP0683                          SUPERSEDED SURVEY CONTROL
 GP0683
 GP0683.No superseded survey control is available for this station.
 GP0683
 GP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF226587(NAD 83)
 GP0683_MARKER: Z = SEE DESCRIPTION
 GP0683_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GP0683+WITH SETTING: PAVEMENT
 GP0683_SP_SET: CONCRETE BASE
 GP0683_STAMPING: A COOPERATIVE U S PUBLIC HEALTH SERVICE PROJECT
 GP0683_MARK LOGO: NONE  
 GP0683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0683+STABILITY: SURFACE MOTION
 GP0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0683+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1969
 GP0683
 GP0683  HISTORY     - Date     Condition        Report By
 GP0683  HISTORY     - 1969     MONUMENTED       USGS
 GP0683  HISTORY     - 19690913 GOOD             USGS
 GP0683
 GP0683                          STATION DESCRIPTION
 GP0683
 GP0683'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GP0683'FROM THE JUNCTION OF STATE HIGHWAYS 164 AND 264 AT TUBA CITY,
 GP0683'ARIZONA, PROCEED 28.2 MILES NORTHEAST ALONG HIGHWAY 164 TO A T-ROAD
 GP0683'NORTH, THENCE 22.4 MILES NORTH AND NORTHEAST ALONG THE NAVAJO
 GP0683'MOUNTAIN ROAD, 0.1 MILE SOUTH OF A RODEO STAND, 160 FEET NORTHWEST OF
 GP0683'THE ROAD, IN THE NORTHWEST EDGE OF THE TOP OF A 4 X 4 FOOT CONCRETE
 GP0683'BLOCK WATER OUTLET BASE PROJECTING 5 FEET ABOVE THE GROUND, BRASS
 GP0683'TABLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0011 ***********************************************************************
 CZ0011  DESIGNATION -  CUT
 CZ0011  PID         -  CZ0011
 CZ0011  STATE/COUNTY-  AZ/COCHISE
 CZ0011  USGS QUAD   -  DRAGOON (1995)
 CZ0011
 CZ0011                         *CURRENT SURVEY CONTROL
 CZ0011  ___________________________________________________________________
 CZ0011* NAD 83(1992)-  32 00 55.02961(N)    110 07 04.03984(W)     ADJUSTED  
 CZ0011* NAVD 88     -      1402.609  (meters)    4601.73   (feet)  ADJUSTED  
 CZ0011  ___________________________________________________________________
 CZ0011  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CZ0011  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CZ0011  DYNAMIC HT  -        1400.464 (meters)    4594.69  (feet)  COMP
 CZ0011  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 CZ0011
 CZ0011  HORZ ORDER  -  SECOND
 CZ0011  VERT ORDER  -  FIRST     CLASS II
 CZ0011
 CZ0011.The horizontal coordinates were established by classical geodetic methods
 CZ0011.and adjusted by the National Geodetic Survey in August 1993.
 CZ0011
 CZ0011.The orthometric height was determined by differential leveling
 CZ0011.and adjusted in June 1991.
 CZ0011
 CZ0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0011
 CZ0011.The geoid height was determined by GEOID03.
 CZ0011
 CZ0011.The dynamic height is computed by dividing the NAVD 88
 CZ0011.geopotential number by the normal gravity value computed on the
 CZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0011.degrees latitude (g = 980.6199 gals.).
 CZ0011
 CZ0011.The modeled gravity was interpolated from observed gravity values.
 CZ0011
 CZ0011;                    North         East     Units Scale Factor Converg.
 CZ0011;SPC AZ E     -   112,562.916   217,977.391   MT  0.99990026   +0 01 33.3
 CZ0011;SPC AZ E     -   369,300.91    715,148.92   iFT  0.99990026   +0 01 33.3
 CZ0011;UTM  12      - 3,542,470.105   583,317.184   MT  0.99968561   +0 28 03.8
 CZ0011
 CZ0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0011!SPC AZ E     -   0.99978412  x   0.99990026  =   0.99968440
 CZ0011!UTM  12      -   0.99978412  x   0.99968561  =   0.99946980
 CZ0011
 CZ0011:                Primary Azimuth Mark                     Grid Az
 CZ0011:SPC AZ E     -  ADAMS                                    005 30 38.5
 CZ0011:UTM  12      -  ADAMS                                    005 04 08.0
 CZ0011
 CZ0011|---------------------------------------------------------------------|
 CZ0011| PID    Reference Object                     Distance      Geod. Az  |
 CZ0011|                                                           dddmmss.s |
 CZ0011| CZ1781 ADAMS                               APPROX. 2.1 KM 0053211.8 |
 CZ0011| CZ1480 CUT RM 1                              7.781 METERS 11613     |
 CZ0011| CZ0012 CUT RM 2                              9.215 METERS 21532     |
 CZ0011|---------------------------------------------------------------------|
 CZ0011
 CZ0011                          SUPERSEDED SURVEY CONTROL
 CZ0011
 CZ0011  NAD 83(1986)-  32 00 55.02296(N)    110 07 04.03684(W) AD(       ) 2
 CZ0011  NAD 27      -  32 00 54.72830(N)    110 07 01.78720(W) AD(       ) 2
 CZ0011  NGVD 29 (??/??/92) 1401.736  (m)         4598.86   (f) ADJ UNCH    1 2
 CZ0011
 CZ0011.Superseded values are not recommended for survey control.
 CZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0011.See file dsdata.txt to determine how the superseded data were derived.
 CZ0011
 CZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8331742470(NAD 83)
 CZ0011_MARKER: DS = TRIANGULATION STATION DISK
 CZ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0011_STAMPING: CUT 1960
 CZ0011_PROJECTION: PROJECTING 12 CENTIMETERS
 CZ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0011+STABILITY: SURFACE MOTION
 CZ0011
 CZ0011  HISTORY     - Date     Condition        Report By
 CZ0011  HISTORY     - 1960     MONUMENTED       CGS
 CZ0011  HISTORY     - 1960     GOOD             CGS
 CZ0011  HISTORY     - 1967     GOOD             AMS
 CZ0011  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 CZ0011  HISTORY     - 1979     GOOD             NGS
 CZ0011
 CZ0011                          STATION DESCRIPTION
 CZ0011
 CZ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ0011'THE STATION IS LOCATED ABOUT 11.1 MILES EAST OF BENSON AND
 CZ0011'100 FEET SOUTH OF INTERSTATE HIGHWAY 10.
 CZ0011'
 CZ0011'REACHED FROM THE POST OFFICE IN BENSON BY GOING EAST ON
 CZ0011'INTERSTATE HIGHWAY 10 FOR 11.1 MILES TO A SMALL CUT BANK IN
 CZ0011'THE HIGHWAY AND THE STATION ON THE RIGHT.
 CZ0011'
 CZ0011'STATION MARKS ARE STANDARD DISKS, STAMPED CUT 1960.  THE
 CZ0011'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 CZ0011'POST PROJECTING 4 INCHES.  IT IS 100 FEET SOUTH OF THE EAST
 CZ0011'BOUND LANE OF THE HIGHWAY AND 18 FEET SOUTH OF THE RIGHT-OF-WAY
 CZ0011'FENCE.
 CZ0011'
 CZ0011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT NO 1 1960,
 CZ0011'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 33 FEET SOUTH
 CZ0011'OF THE FENCE AND WITNESS POST AND 16 FEET SOUTH OF A POWERLINE
 CZ0011'POLE.
 CZ0011'
 CZ0011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUT NO 2 1960,
 CZ0011'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 18 FEET SOUTH
 CZ0011'OF THE FENCE AND WITNESS POST AND 44 FEET WEST OF THE POWERLINE
 CZ0011'POLE.
 CZ0011'
 CZ0011'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  TRIANGULATION
 CZ0011'STATION ADAMS 1935 CAN BE USED FOR AN AZIMUTH MARK.  SEE
 CZ0011'DESCRIPTION THEREOF.
 CZ0011
 CZ0011                          STATION RECOVERY (1960)
 CZ0011
 CZ0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0011'11.1 MI E FROM BENSON.
 CZ0011'11.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0011'HIGHWAY 86-INTERSTATE HIGHWAY 10, 18 FEET SOUTH OF RIGHT-OF-WAY FENCE,
 CZ0011'100 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE
 CZ0011'HIGHWAY ON TOP OF A SMALL CUT, SET IN THE TOP OF A 12-INCH SQUARE
 CZ0011'CONCRETE POST PROJECTING 4 INCHES.
 CZ0011
 CZ0011                          STATION RECOVERY (1967)
 CZ0011
 CZ0011'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ0011'MARK IS LOCATED APPROXIMATELY 11.0 AIRMILES (ENE) OF BENSON,
 CZ0011'ARIZONA.  23.7 AIRMILES (SW) OF WILLCOX, ARIZONA.
 CZ0011'
 CZ0011'TO REACH MARK FROM POST OFFICE IN BENSON, ARIZONA, GO (N)
 CZ0011'ONE BLOCK TO INTERSECTION WITH U.S. HWY 80.  TURN RIGHT (E)
 CZ0011'ON HWY 80 AND GO 11.4 MILES TO A SMALL CUT.  THE MARK IS
 CZ0011'APPROXIMATELY 30.0 M (SE) OF CENTERLINE OF THE EASTBOUND LANE OF
 CZ0011'U.S. HWY 80.  3.2 M (SE) OF THE RIGHT-OF-WAY FENCE.
 CZ0011'
 CZ0011'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A 25X25
 CZ0011'CM SQUARE CONCRETE POST PROTRUDING 0.13 M ABOVE GROUND.
 CZ0011'STAMPED CUT 1960.
 CZ0011'
 CZ0011'R.M. 1 IS A USC AND GS BRONZE DISK SET IN BEDROCK AT GROUND
 CZ0011'LEVEL.  STAMPED CUT NO 1 1960.  IT IS LOCATED 7.812 M (ESE)
 CZ0011'OF MARK AND A D.E. OF -0.53 M.
 CZ0011'
 CZ0011'R.M. 2 IS A USC AND GS BRONZE DISK SET IN BEDROCK AT GROUND
 CZ0011'LEVEL.  STAMPED CUT NO 2 1960.  IT IS LOCATED 9.233 M (SW)
 CZ0011'OF MARK AND A D.E. OF -0.54 M.
 CZ0011'
 CZ0011'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CZ0011'IN ALL DIRECTIONS EXCEPT IN MAG. AZ. AREA OF 55 DEG - 120 DEG
 CZ0011'AND 275 DEG-20 DEG.  (MOUNTAINS).
 CZ0011
 CZ0011                          STATION RECOVERY (1975)
 CZ0011
 CZ0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 CZ0011'MONUMENT AND ALL REFERENCE POINTS HAVE BEEN OBLITERATED.
 CZ0011
 CZ0011                          STATION RECOVERY (1979)
 CZ0011
 CZ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0011'19.6 KILOMETERS (12.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0011'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.2 KILOMETER (0.1 MILE)
 CZ0011'SOUTHWEST OF A LOW SUMMIT, 32.9 METERS (108 FEET) SOUTHEAST OF THE
 CZ0011'CENTERLINE OF THE EASTBOUND LANES, 5.3 METERS (17.4 FEET) WEST OF
 CZ0011'THE SECOND POWER LINE POLE NORTHEAST OF A POWER LINE CROSSING AND
 CZ0011'3.1 METERS (10 FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CZ0011'THE MARK IS 3.1 METERS  SE FROM A WITNESS POST.
 CZ0011'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0035 ***********************************************************************
 EU0035  DESIGNATION -  CUT
 EU0035  PID         -  EU0035
 EU0035  STATE/COUNTY-  AZ/MOHAVE
 EU0035  USGS QUAD   -  TOPOCK (1970)
 EU0035
 EU0035                         *CURRENT SURVEY CONTROL
 EU0035  ___________________________________________________________________
 EU0035* NAD 83(1992)-  34 43 29.01006(N)    114 25 04.79273(W)     ADJUSTED  
 EU0035* NAVD 88     -       256.48   (+/-2cm)     841.5    (feet)  VERTCON   
 EU0035  ___________________________________________________________________
 EU0035  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 EU0035  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0035  HORZ ORDER  -  SECOND
 EU0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0035
 EU0035.The horizontal coordinates were established by classical geodetic methods
 EU0035.and adjusted by the National Geodetic Survey in August 1993.
 EU0035
 EU0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0035.The vertical order pertains to the NGVD 29 superseded value.
 EU0035
 EU0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0035
 EU0035.The geoid height was determined by GEOID03.
 EU0035
 EU0035;                    North         East     Units Scale Factor Converg.
 EU0035;SPC AZ W     -   413,255.729   152,179.760   MT  0.99997945   -0 22 49.9
 EU0035;SPC AZ W     - 1,355,825.88    499,277.43   iFT  0.99997945   -0 22 49.9
 EU0035;SPC CA 5     -   641,697.018 2,327,990.772   MT  0.99992223   +2 02 30.4
 EU0035;SPC CA 5     - 2,105,300.97  7,637,749.72   sFT  0.99992223   +2 02 30.4
 EU0035;UTM  11      - 3,845,552.592   736,426.606   MT  1.00028901   +1 28 17.3
 EU0035
 EU0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0035!SPC AZ W     -   0.99996454  x   0.99997945  =   0.99994399
 EU0035!SPC CA 5     -   0.99996454  x   0.99992223  =   0.99988677
 EU0035!UTM  11      -   0.99996454  x   1.00028901  =   1.00025354
 EU0035
 EU0035|---------------------------------------------------------------------|
 EU0035| PID    Reference Object                     Distance      Geod. Az  |
 EU0035|                                                           dddmmss.s |
 EU0035| EU0034 CUT RM 1                             10.440 METERS 08046     |
 EU0035| EU0033 CUT AZ MK                                          2613439.9 |
 EU0035| EU0931 TOPOCK EL PASO NATL GAS CO TK       APPROX. 1.7 KM 2894056.9 |
 EU0035| EU0036 CUT RM 2                              5.011 METERS 32127     |
 EU0035|---------------------------------------------------------------------|
 EU0035
 EU0035                          SUPERSEDED SURVEY CONTROL
 EU0035
 EU0035  NAD 83(1986)-  34 43 29.01484(N)    114 25 04.80041(W) AD(       ) 2
 EU0035  NAD 27      -  34 43 28.98740(N)    114 25 01.94780(W) AD(       ) 2
 EU0035  NGVD 29 (??/??/??)  255.827  (m)          839.33   (f) ADJUSTED    2 0
 EU0035
 EU0035.Superseded values are not recommended for survey control.
 EU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0035.See file dsdata.txt to determine how the superseded data were derived.
 EU0035
 EU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3642745553(NAD 83)
 EU0035_MARKER: DE = TRAVERSE STATION DISK
 EU0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0035_STAMPING: CUT 1961
 EU0035_MARK LOGO: CGS   
 EU0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0035+STABILITY: SURFACE MOTION
 EU0035
 EU0035  HISTORY     - Date     Condition        Report By
 EU0035  HISTORY     - 1961     MONUMENTED       CGS
 EU0035  HISTORY     - 1961     GOOD             CGS
 EU0035  HISTORY     - 1971     GOOD             NGS
 EU0035  HISTORY     - 1981     GOOD             NGS
 EU0035
 EU0035                          STATION DESCRIPTION
 EU0035
 EU0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0035'THE STATION IS LOCATED ABOUT 4 MILES EAST OF TOPOCK, ON THE
 EU0035'NORTH SIDE OF U.S. HIGHWAY 66 ON THE ROAD RIGHT-OF-WAY, ON
 EU0035'ABOUT A 15 FOOT EMBANKMENT AND ABOUT DUE NORTH OF MILE POST 4.
 EU0035'
 EU0035'TO REACH THE STATION FROM THE FORKS OF ROADS JUST EAST OF THE
 EU0035'BRIDGE IN TOPOCK, GO EAST ON U.S. HIGHWAY 66 FOR 4.0 MILE
 EU0035'POST 4 AND STATION ON THE NORTH EMBANKMENT.
 EU0035'
 EU0035'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 EU0035'HIGHWAY 66 FOR 0.4 MILE TO A DIM SIDE ROAD RIGHT AND AZIMUTH
 EU0035'MARK ABOUT 100 FEET EAST OF DIM ROAD TO FENCE LINE.
 EU0035'
 EU0035'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 EU0035'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 EU0035'AND IS STAMPED CUT 1961.  THE MARK IS 137 FEET NORTH NORTHWEST
 EU0035'OF THE CENTER OF ROAD, 17 FEET EAST OF THE EDGE OF A SMALL
 EU0035'BLUFF, 12.1 FEET EAST OF WITNESS POST AND 2 FEET SOUTH-SOUTHEAST
 EU0035'OF FENCE.
 EU0035'
 EU0035'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 EU0035'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH AND
 EU0035'IS STAMPED CUT NO 1 1961.  THE MARK IS 136 FEET NORTH-NORTHWEST
 EU0035'OF THE CENTER OF ROAD, 46.2 FEET EAST-SOUTHEAST OF WITNESS
 EU0035'POST AND 1.5 FEET SOUTH-SOUTHEAST OF FENCE.
 EU0035'
 EU0035'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 EU0035'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH AND IS
 EU0035'STAMPED CUT NO 2 1961.  THE MARK IS 21 FEET NORTHEAST OF THE
 EU0035'EDGE OF A BLUFF, 12.4 FEET NORTH OF WITNESS POST AND 12 FEET
 EU0035'NORTH-NORTHWEST OF FENCE.
 EU0035'
 EU0035'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET THE TOP OF A 12
 EU0035'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 EU0035'IS STAMPED CUT 1961.  THE MARK IS 138 FEET NORTH-NORTHWEST
 EU0035'OF THE CENTER OF ROAD, 2.5 FEET EAST OF WITNESS POST AND 1.3
 EU0035'FEET SOUTH OF FENCE.
 EU0035'
 EU0035'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EU0035
 EU0035                          STATION RECOVERY (1961)
 EU0035
 EU0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EU0035'4 MI E FROM TOPOCK.
 EU0035'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0035'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0035'ON THE TOP OF A CUT NORTH OF THE HIGHWAY AT MILE POST 4, 144 FEET
 EU0035'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 2 FEET SOUTH OF THE
 EU0035'FENCE, 17.5 FEET EAST OF THE WEST EDGE OF A BLUFF, 11.6 FEET
 EU0035'EAST-SOUTHEAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EU0035'CONCRETE POST PROJECTING 3 INCHES.
 EU0035
 EU0035                          STATION RECOVERY (1971)
 EU0035
 EU0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0035'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 EU0035'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EU0035'
 EU0035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST
 EU0035'OF TOPOCK.
 EU0035
 EU0035                          STATION RECOVERY (1981)
 EU0035
 EU0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0530 ***********************************************************************
 ES0530  DESIGNATION -  CUT
 ES0530  PID         -  ES0530
 ES0530  STATE/COUNTY-  AZ/COCONINO
 ES0530  USGS QUAD   -  MUNDS PARK (1974)
 ES0530
 ES0530                         *CURRENT SURVEY CONTROL
 ES0530  ___________________________________________________________________
 ES0530* NAD 83(1992)-  34 54 17.28443(N)    111 38 32.74106(W)     ADJUSTED  
 ES0530* NAVD 88     -      1977.894  (meters)    6489.14   (feet)  ADJUSTED  
 ES0530  ___________________________________________________________________
 ES0530  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 ES0530  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ES0530  DYNAMIC HT  -        1975.127 (meters)    6480.06  (feet)  COMP
 ES0530  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 ES0530
 ES0530  HORZ ORDER  -  SECOND
 ES0530  VERT ORDER  -  SECOND    CLASS 0
 ES0530
 ES0530.The horizontal coordinates were established by classical geodetic methods
 ES0530.and adjusted by the National Geodetic Survey in August 1993.
 ES0530
 ES0530.The orthometric height was determined by differential leveling
 ES0530.and adjusted in June 1991.
 ES0530
 ES0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0530
 ES0530.The geoid height was determined by GEOID03.
 ES0530
 ES0530.The dynamic height is computed by dividing the NAVD 88
 ES0530.geopotential number by the normal gravity value computed on the
 ES0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0530.degrees latitude (g = 980.6199 gals.).
 ES0530
 ES0530.The modeled gravity was interpolated from observed gravity values.
 ES0530
 ES0530;                    North         East     Units Scale Factor Converg.
 ES0530;SPC AZ C     -   433,048.269   238,421.226   MT  0.99990774   +0 09 24.9
 ES0530;SPC AZ C     - 1,420,762.04    782,221.87   iFT  0.99990774   +0 09 24.9
 ES0530;UTM  12      - 3,862,674.249   441,309.133   MT  0.99964245   -0 22 03.4
 ES0530
 ES0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0530!SPC AZ C     -   0.99969334  x   0.99990774  =   0.99960111
 ES0530!UTM  12      -   0.99969334  x   0.99964245  =   0.99933590
 ES0530
 ES0530:                Primary Azimuth Mark                     Grid Az
 ES0530:SPC AZ C     -  CUT AZ MK                                166 13 39.7
 ES0530:UTM  12      -  CUT AZ MK                                166 45 08.0
 ES0530
 ES0530|---------------------------------------------------------------------|
 ES0530| PID    Reference Object                     Distance      Geod. Az  |
 ES0530|                                                           dddmmss.s |
 ES0530| ES0533 CUT AZ MK                                          1662304.6 |
 ES0530| ES0532 CUT RM 1                             26.716 METERS 19506     |
 ES0530| ES0531 CUT RM 2                             22.092 METERS 27913     |
 ES0530| ES0526 GOLF                                APPROX. 3.4 KM 3463709.9 |
 ES0530|---------------------------------------------------------------------|
 ES0530
 ES0530                          SUPERSEDED SURVEY CONTROL
 ES0530
 ES0530  NAD 83(1986)-  34 54 17.28079(N)    111 38 32.73891(W) AD(       ) 2
 ES0530  NAD 27      -  34 54 17.22360(N)    111 38 30.18260(W) AD(       ) 2
 ES0530  NGVD 29 (??/??/92) 1976.953  (m)         6486.05   (f) ADJ UNCH    2 0
 ES0530
 ES0530.Superseded values are not recommended for survey control.
 ES0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0530.See file dsdata.txt to determine how the superseded data were derived.
 ES0530
 ES0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4130962674(NAD 83)
 ES0530_MARKER: DE = TRAVERSE STATION DISK
 ES0530_SETTING: 80 = SET IN A BOULDER
 ES0530_SP_SET: BOULDER
 ES0530_STAMPING: CUT 1959
 ES0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0530+STABILITY: SURFACE MOTION
 ES0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0530+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0530
 ES0530  HISTORY     - Date     Condition        Report By
 ES0530  HISTORY     - 1959     MONUMENTED       CGS
 ES0530  HISTORY     - 1959     GOOD             CGS
 ES0530  HISTORY     - 1960     GOOD             CGS
 ES0530  HISTORY     - 20071112 GOOD             GEOCAC
 ES0530
 ES0530                          STATION DESCRIPTION
 ES0530
 ES0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0530'THE STATION IS ON THE WEST SIDE OF INTERSTATE HIGHWAY 17 AND
 ES0530'ON THE RIGHT-OF-WAY OF THE HIGHWAY.  IT IS ABOUT 18 MILES
 ES0530'SOUTH OF FLAGSTAFF, 7 MILES EAST OF SEDONA AND 2.5 MILES
 ES0530'SOUTH OF THE NORTHERN AIRE COUNTRY CLUB GOLF COURSE.
 ES0530'
 ES0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66,
 ES0530'89 AND 89A IN THE WEST SIDE OF FLAGSTAFF, GO SOUTH ON HIGHWAY
 ES0530'89A FOR 5 MILES TO A T-ROAD ON THE LEFT, EAST.  TURN LEFT
 ES0530'AND GO EAST 0.9 MILE TO INTERSTATE HIGHWAY 17, TURN RIGHT AND
 ES0530'FOLLOW THE HIGHWAY SOUTH FOR 14.5 MILES TO THE GOLF COURSE,
 ES0530'CONTINUE SOUTH ON THE HIGHWAY 2.7 MILES TO THE STATION ON
 ES0530'THE RIGHT, WEST, JUST SOUTH OF THE GRADED ROAD TO SEDONA.
 ES0530'THIS ROAD WILL BE FENCED OFF WHEN THE HIGHWAY IS COMPLETED.
 ES0530'
 ES0530'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED CUT 1959,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES.
 ES0530'IT IS 100 FEET SOUTH OF A GRADED ROAD, 100 FEET WEST OF THE
 ES0530'HIGHWAY, 54.4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND
 ES0530'33.3 FEET EAST OF A WITNESS POST.
 ES0530'
 ES0530'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT NO 1 1959,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.
 ES0530'IT IS 49.6 FEET SOUTH OF THE WITNESS POST AND 37.3 FEET
 ES0530'EAST OF THE WEST RIGHT-OF-WAY FENCE.
 ES0530'
 ES0530'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUT NO 2 1959,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.
 ES0530'IT IS 55.9 FEET WEST OF THE WITNESS POST AND 21 FEET WEST
 ES0530'OF THE WEST RIGHT-OF-WAY FENCE.
 ES0530'
 ES0530'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUT 1959, CEMENTED
 ES0530'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 24 INCHES.  IT IS
 ES0530'74 FEET EAST OF THE EAST EDGE OF A ROCK CUT IN THE HIGHWAY,
 ES0530'42.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND 20.4 FEET
 ES0530'WEST OF A WITNESS POST.
 ES0530'
 ES0530'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 ES0530'THE HIGHWAY 0.2 MILE TO THE MARK ON THE LEFT, EAST.
 ES0530
 ES0530                          STATION RECOVERY (1959)
 ES0530
 ES0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0530'18.0 MI S FROM FLAGSTAFF.
 ES0530'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0530'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0530'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0530'HIGHWAY 17, THENCE 7.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT
 ES0530'2.7 MILES SOUTH OF THE GOLF COURSE, JUST SOUTH OF A GRADED ROAD
 ES0530'LEADING TO SEDONA, 100 FEET SOUTH OF THE GRADED ROAD, 54.4 FEET EAST
 ES0530'OF THE RIGHT-OF-WAY FENCE, 33.3 FEET EAST OF THE WITNESS POST,
 ES0530'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES.
 ES0530
 ES0530                          STATION RECOVERY (1960)
 ES0530
 ES0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES0530'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ES0530'THE AZIMUTH MARK HAS PROBABLY BEEN DESTROYED.  THE WITNESS
 ES0530'SIGN WAS FOUND NAILED TO A PINE TREE AND A HOLE WAS FOUND
 ES0530'20 FEET WEST OF THE SIGN.  A BOULDER OF THE SIZE DESCRIBED WAS
 ES0530'FOUND WHERE IT HAD BEEN PUSHED TO THE RIGHT-OF-WAY FENCE BY A
 ES0530'BULLDOZER.  THE MARK WAS NOT FOUND.
 ES0530
 ES0530                          STATION RECOVERY (2007)
 ES0530
 ES0530'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0530'RECOVERED STATION MARK IN GOOD CONDITION, REFERENCE MARK 1 WAS FOUND
 ES0530'DESTROYED, AND DID NOT FIND REFERENCE MARK 2. THE AZIMUTH MARK WAS NOT
 ES0530'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2048 ***********************************************************************
 DV2048  DESIGNATION -  CUT
 DV2048  PID         -  DV2048
 DV2048  STATE/COUNTY-  AZ/MARICOPA
 DV2048  USGS QUAD   -  BALDY MTN (1981)
 DV2048
 DV2048                         *CURRENT SURVEY CONTROL
 DV2048  ___________________________________________________________________
 DV2048* NAD 83(1992)-  33 50 08.64725(N)    112 20 58.58911(W)     ADJUSTED  
 DV2048* NAVD 88     -       566.2    (meters)    1858.     (feet)  VERTCON   
 DV2048  ___________________________________________________________________
 DV2048  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DV2048  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV2048  HORZ ORDER  -  SECOND
 DV2048
 DV2048.The horizontal coordinates were established by classical geodetic methods
 DV2048.and adjusted by the National Geodetic Survey in August 1993.
 DV2048
 DV2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2048
 DV2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2048
 DV2048.The geoid height was determined by GEOID03.
 DV2048
 DV2048;                    North         East     Units Scale Factor Converg.
 DV2048;SPC AZ C     -   314,519.585   173,289.836   MT  0.99991979   -0 14 27.9
 DV2048;SPC AZ C     - 1,031,888.40    568,536.21   iFT  0.99991979   -0 14 27.9
 DV2048;UTM  12      - 3,744,761.906   375,122.805   MT  0.99979224   -0 45 05.7
 DV2048
 DV2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2048!SPC AZ C     -   0.99991573  x   0.99991979  =   0.99983553
 DV2048!UTM  12      -   0.99991573  x   0.99979224  =   0.99970799
 DV2048
 DV2048|---------------------------------------------------------------------|
 DV2048| PID    Reference Object                     Distance      Geod. Az  |
 DV2048|                                                           dddmmss.s |
 DV2048| CH5045 CUT RM 1                              6.483 METERS 07632     |
 DV2048| DV2052 HILL                                APPROX. 3.3 KM 2441431.9 |
 DV2048| CH5046 CUT RM 2                              5.511 METERS 32330     |
 DV2048|---------------------------------------------------------------------|
 DV2048
 DV2048                          SUPERSEDED SURVEY CONTROL
 DV2048
 DV2048  NAD 83(1986)-  33 50 08.64272(N)    112 20 58.59311(W) AD(       ) 2
 DV2048  NAD 27      -  33 50 08.51451(N)    112 20 55.99721(W) AD(       ) 2
 DV2048  NGVD 29 (07/19/86)  565.6    (m)         1856.     (f) VERT ANG    3  
 DV2048
 DV2048.Superseded values are not recommended for survey control.
 DV2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2048.See file dsdata.txt to determine how the superseded data were derived.
 DV2048
 DV2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7512344762(NAD 83)
 DV2048_MARKER: DD = SURVEY DISK
 DV2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2048+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2048
 DV2048  HISTORY     - Date     Condition        Report By
 DV2048  HISTORY     - 1978     MONUMENTED       AZDT
 DV2048  HISTORY     - 19960212 GOOD             USPSQD
 DV2048  HISTORY     - 19990109 GOOD             USPSQD
 DV2048  HISTORY     - 20000109 GOOD             USPSQD
 DV2048  HISTORY     - 20031221 GOOD             USPSQD
 DV2048  HISTORY     - 20071005 GOOD             GEOCAC
 DV2048
 DV2048                          STATION DESCRIPTION
 DV2048
 DV2048'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2048'THE STATION IS ABOUT 20 MILES EAST OF MORRISTOWN AND 5 MILES
 DV2048'WEST SOUTHWEST OF LAKE PLEASANT ALONG THE NORTH R/W OF STATE
 DV2048'ROUTE 70 ON TOP A HWY. CUTBANK.
 DV2048'
 DV2048'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED CUT 1976
 DV2048'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK
 DV2048'IS 3.5 FEET SOUTH OF THE NORTH R/W FENCE ON TOP OF A 15 FOOT
 DV2048'CUTBANK MARKED WITH A WITNESS POST AND SIGN.
 DV2048'
 DV2048'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED CUT RM
 DV2048'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET SOUTH
 DV2048'OF R/W FENCE.
 DV2048'
 DV2048'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED CUT RM
 DV2048'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET
 DV2048'SOUTH OF R/W FENCE.
 DV2048'
 DV2048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60-89-93
 DV2048'AND STATE ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN.  TRAVEL
 DV2048'EAST ON ROUTE 74 FOR 16.90 MILES AND THE STATION ON THE LEFT
 DV2048'IN THE NORTH R/W.
 DV2048'
 DV2048'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2048
 DV2048                          STATION RECOVERY (1996)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2048'RECOVERED IN GOOD CONDITION.
 DV2048
 DV2048                          STATION RECOVERY (1999)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2048'RECOVERED IN GOOD CONDITION.
 DV2048
 DV2048                          STATION RECOVERY (2000)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2048'RECOVERED IN GOOD CONDITION.
 DV2048
 DV2048                          STATION RECOVERY (2003)
 DV2048
 DV2048'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2048'RECOVERED AS DESCRIBED
 DV2048
 DV2048                          STATION RECOVERY (2007)
 DV2048
 DV2048'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2048'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2048'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0488 ***********************************************************************
 GP0488  DESIGNATION -  CUT
 GP0488  PID         -  GP0488
 GP0488  STATE/COUNTY-  AZ/COCONINO
 GP0488  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0488
 GP0488                         *CURRENT SURVEY CONTROL
 GP0488  ___________________________________________________________________
 GP0488* NAD 83(1992)-  36 13 48.50939(N)    111 24 13.00842(W)     ADJUSTED  
 GP0488* NAVD 88     -      1534.9    (meters)    5036.     (feet)  VERTCON   
 GP0488  ___________________________________________________________________
 GP0488  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GP0488  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0488  HORZ ORDER  -  SECOND
 GP0488
 GP0488.The horizontal coordinates were established by classical geodetic methods
 GP0488.and adjusted by the National Geodetic Survey in August 1993.
 GP0488
 GP0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0488
 GP0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0488
 GP0488.The geoid height was determined by GEOID03.
 GP0488
 GP0488;                    North         East     Units Scale Factor Converg.
 GP0488;SPC AZ C     -   580,169.141   259,479.566   MT  0.99992620   +0 18 11.6
 GP0488;SPC AZ C     - 1,903,442.06    851,310.91   iFT  0.99992620   +0 18 11.6
 GP0488;UTM  12      - 4,009,550.507   463,729.175   MT  0.99961621   -0 14 18.8
 GP0488
 GP0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0488!SPC AZ C     -   0.99976281  x   0.99992620  =   0.99968903
 GP0488!UTM  12      -   0.99976281  x   0.99961621  =   0.99937911
 GP0488
 GP0488|---------------------------------------------------------------------|
 GP0488| PID    Reference Object                     Distance      Geod. Az  |
 GP0488|                                                           dddmmss.s |
 GP0488| CR7965 CUT RM 1                              6.885 METERS 15017     |
 GP0488| CR7966 CUT RM 2                              7.667 METERS 32629     |
 GP0488| GP0482 BLACK                               APPROX. 4.4 KM 3294306.7 |
 GP0488|---------------------------------------------------------------------|
 GP0488
 GP0488                          SUPERSEDED SURVEY CONTROL
 GP0488
 GP0488  NAD 83(1986)-  36 13 48.50942(N)    111 24 13.00989(W) AD(       ) 2
 GP0488  NGVD 29 (07/12/88) 1534.0    (m)         5033.     (f) VERT ANG    3  
 GP0488
 GP0488.Superseded values are not recommended for survey control.
 GP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0488.See file dsdata.txt to determine how the superseded data were derived.
 GP0488
 GP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6372909551(NAD 83)
 GP0488_MARKER: DS = TRIANGULATION STATION DISK
 GP0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0488+STABILITY: SURFACE MOTION
 GP0488
 GP0488  HISTORY     - Date     Condition        Report By
 GP0488  HISTORY     - 1983     MONUMENTED       AZDT
 GP0488
 GP0488                          STATION DESCRIPTION
 GP0488
 GP0488'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0488'THE STATION IS LOCATED 25 MILES NORTH OF CAMERON, 5-1/2 MILES SOUTH OF
 GP0488'THE GAP TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0488'
 GP0488'THE STATION MARK IS AN AZDT DISK STAMPED---CUT 1983---.  IT IS SET IN
 GP0488'TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET SOUTHWEST OF A WITNESS POST.
 GP0488'
 GP0488'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CUT RM 1 1983---.  IT IS
 GP0488'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0488'
 GP0488'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CUT RM 1 1983---.  IT IS
 GP0488'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0488'
 GP0488'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0488'FOR 14 MILES TO THE JUNCTION WITH U.S. HIGHWAY 160.  TRAVEL NORTH
 GP0488'ALONG U.S. 89 FOR 7.8 MILES TO WILLOW SPRINGS MISSION ON THE LEFT,
 GP0488'CONTINUE NORTH ALONG U.S. 89 FOR 3.4 MILES TO THE STATION ON RIGHT AT
 GP0488'A HIGHWAY CUT AT MILE POST 492.05.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1352 ***********************************************************************
 FS1352  DESIGNATION -  CUT
 FS1352  PID         -  FS1352
 FS1352  STATE/COUNTY-  AZ/MOHAVE
 FS1352  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS1352
 FS1352                         *CURRENT SURVEY CONTROL
 FS1352  ___________________________________________________________________
 FS1352* NAD 83(1992)-  35 57 29.84326(N)    114 39 38.85092(W)     ADJUSTED  
 FS1352* NAVD 88     -       667.4    (meters)    2190.     (feet)  VERTCON   
 FS1352  ___________________________________________________________________
 FS1352  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 FS1352  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FS1352  HORZ ORDER  -  SECOND
 FS1352
 FS1352.The horizontal coordinates were established by classical geodetic methods
 FS1352.and adjusted by the National Geodetic Survey in August 1993.
 FS1352
 FS1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1352
 FS1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1352
 FS1352.The geoid height was determined by GEOID03.
 FS1352
 FS1352;                    North         East     Units Scale Factor Converg.
 FS1352;SPC AZ W     -   550,287.044   131,200.813   MT  1.00001648   -0 32 05.4
 FS1352;SPC AZ W     - 1,805,403.69    430,448.86   iFT  1.00001648   -0 32 05.4
 FS1352;UTM  11      - 3,981,851.689   710,956.575   MT  1.00014839   +1 22 26.7
 FS1352
 FS1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1352!SPC AZ W     -   0.99989967  x   1.00001648  =   0.99991615
 FS1352!UTM  11      -   0.99989967  x   1.00014839  =   1.00004805
 FS1352
 FS1352:                Primary Azimuth Mark                     Grid Az
 FS1352:SPC AZ W     -  REST                                     136 07 28.2
 FS1352:UTM  11      -  REST                                     134 12 56.1
 FS1352
 FS1352|---------------------------------------------------------------------|
 FS1352| PID    Reference Object                     Distance      Geod. Az  |
 FS1352|                                                           dddmmss.s |
 FS1352| FS1363 REST                                APPROX. 2.7 KM 1353522.8 |
 FS1352| CS4797 CUT RM 1                              9.990 METERS 16358     |
 FS1352| CS4798 CUT RM 2                             10.053 METERS 25011     |
 FS1352|---------------------------------------------------------------------|
 FS1352
 FS1352                          SUPERSEDED SURVEY CONTROL
 FS1352
 FS1352  NAD 83(1986)-  35 57 29.83077(N)    114 39 38.84071(W) AD(       ) 2
 FS1352  NGVD 29 (11/23/90)  666.7    (m)         2187.     (f) VERT ANG    3  
 FS1352
 FS1352.Superseded values are not recommended for survey control.
 FS1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1352.See file dsdata.txt to determine how the superseded data were derived.
 FS1352
 FS1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1095781852(NAD 83)
 FS1352_MARKER: DS = TRIANGULATION STATION DISK
 FS1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1352+STABILITY: SURFACE MOTION
 FS1352
 FS1352  HISTORY     - Date     Condition        Report By
 FS1352  HISTORY     - 1981     MONUMENTED       AZDT
 FS1352
 FS1352                          STATION DESCRIPTION
 FS1352
 FS1352'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1352'THE STATION IS LOCATED 6 MILES SOUTHEAST OF HOVER DAM, 6 MILES
 FS1352'NORTHEAST OF WILLOW BEACH.  IT IS ABOVE A HIGHWAY CUT ALONG US HIGHWAY
 FS1352'93.
 FS1352'
 FS1352'THE STATION MARK IS AN ADOT DISK STAMPED, CUT 1981.  IT IS SET IN TOP
 FS1352'OF A 10 INCH CONCRETE MONUMENT.
 FS1352'
 FS1352'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, CUT RM 1 1981.  IT IS SET IN
 FS1352'TOP OF A CONCRETE MONUMENT.
 FS1352'
 FS1352'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, CUT RM 2 1981.  IT IS SET IN
 FS1352'TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1352'
 FS1352'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1352'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1352'US HIGHWAY 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC
 FS1352'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 52 MILES TO TEMPLE BAR ROAD
 FS1352'ON THE RIGHT, CONTINUE NORTH FOR 5.85 MILES TO A REST AREA ON THE LEFT
 FS1352'CONTINUE ALONG US 93 FOR 3.85 MILES TO A REST AREA ON THE RIGHT,
 FS1352'CONTINUE ALONG US 93 FOR 2.1 MILES TO A HIGHWAY CUT.  THE STATION IS
 FS1352'ON THE LEFT ABOVE THE CUT.  110 FEET SOUTHWEST OF THE CENTERLINE AND
 FS1352'ABOUT 100 FEET NORTHEAST OF DOUBLE POWERLINE POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2268 ***********************************************************************
 DV2268  DESIGNATION -  CUT
 DV2268  PID         -  DV2268
 DV2268  STATE/COUNTY-  AZ/MARICOPA
 DV2268  USGS QUAD   -  VULTURE PEAK (1990)
 DV2268
 DV2268                         *CURRENT SURVEY CONTROL
 DV2268  ___________________________________________________________________
 DV2268* NAD 83(1992)-  33 57 23.79094(N)    112 50 25.57410(W)     ADJUSTED  
 DV2268* NAVD 88     -       780.4    (meters)    2560.     (feet)  VERTCON   
 DV2268  ___________________________________________________________________
 DV2268  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DV2268  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DV2268  HORZ ORDER  -  SECOND
 DV2268
 DV2268.The horizontal coordinates were established by classical geodetic methods
 DV2268.and adjusted by the National Geodetic Survey in August 1993.
 DV2268
 DV2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2268
 DV2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2268
 DV2268.The geoid height was determined by GEOID03.
 DV2268
 DV2268;                    North         East     Units Scale Factor Converg.
 DV2268;SPC AZ C     -   328,225.735   127,981.419   MT  0.99998983   -0 30 57.7
 DV2268;SPC AZ C     - 1,076,856.09    419,886.55   iFT  0.99998983   -0 30 57.7
 DV2268;UTM  12      - 3,758,870.749   329,942.153   MT  0.99995651   -1 01 41.7
 DV2268
 DV2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2268!SPC AZ C     -   0.99988215  x   0.99998983  =   0.99987198
 DV2268!UTM  12      -   0.99988215  x   0.99995651  =   0.99983867
 DV2268
 DV2268|---------------------------------------------------------------------|
 DV2268| PID    Reference Object                     Distance      Geod. Az  |
 DV2268|                                                           dddmmss.s |
 DV2268| CS6622 CUT RM 1                             10.599 METERS 06356     |
 DV2268| CS6623 CUT RM 2                             15.290 METERS 15527     |
 DV2268|---------------------------------------------------------------------|
 DV2268
 DV2268                          SUPERSEDED SURVEY CONTROL
 DV2268
 DV2268  NAD 83(1986)-  33 57 23.78934(N)    112 50 25.57532(W) AD(       ) 2
 DV2268  NGVD 29 (11/27/91)  779.7    (m)         2558.     (f) VERT ANG    3  
 DV2268
 DV2268.Superseded values are not recommended for survey control.
 DV2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2268.See file dsdata.txt to determine how the superseded data were derived.
 DV2268
 DV2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2994258871(NAD 83)
 DV2268_MARKER: DS = TRIANGULATION STATION DISK
 DV2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2268+STABILITY: SURFACE MOTION
 DV2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2268+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV2268
 DV2268  HISTORY     - Date     Condition        Report By
 DV2268  HISTORY     - 1985     MONUMENTED       AZDT
 DV2268  HISTORY     - 19960709 GOOD             USPSQD
 DV2268  HISTORY     - 20070428 GOOD             GEOCAC
 DV2268
 DV2268                          STATION DESCRIPTION
 DV2268
 DV2268'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2268'THE STATION IS LOCATED 7 MILES WEST OF WICKENBURG ALONG THE SOUTH SIDE
 DV2268'OF U.S. HIGHWAY 60.
 DV2268'
 DV2268'THE STATION MARK IS AN AZDT DISK STAMPED---CUT 1985---.  IT IS SET IN
 DV2268'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 150
 DV2268'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET NORTHWEST OF
 DV2268'THE RIGHT OF WAY FENCE AND 3 FEET WEST OF THE WITNESS POST.
 DV2268'
 DV2268'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---CUT RM 1 1985---.  IT IS
 DV2268'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2268'IS 86 FEET NORTHWEST OF THE RIGHT OF WAY FENCE LINE.
 DV2268'
 DV2268'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---CUT RM 2 1985---.  IT IS
 DV2268'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT
 DV2268'IS 34 FEET NORTHWEST OF THE RIGHT OF WAY FENCE LINE.
 DV2268'
 DV2268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2268'IN WICKENBURG TRAVEL WEST ALONG U.S. HIGHWAY 60 FOR 6.8 MILES TO MILE
 DV2268'POST 103.75 AND THE STATION ON TOP OF THE CUT 500 FEET WEST.
 DV2268
 DV2268                          STATION RECOVERY (1996)
 DV2268
 DV2268'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2268'RECOVERED IN GOOD CONDITION.
 DV2268
 DV2268                          STATION RECOVERY (2007)
 DV2268
 DV2268'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0568 ***********************************************************************
 CG0568  DESIGNATION -  CUT 2 RM 3
 CG0568  PID         -  CG0568
 CG0568  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0568  USGS QUAD   -  AMADO (1981)
 CG0568
 CG0568                         *CURRENT SURVEY CONTROL
 CG0568  ___________________________________________________________________
 CG0568* NAD 83(1986)-  31 40 12.     (N)    111 03 45.     (W)     SCALED    
 CG0568* NAVD 88     -       961.938  (meters)    3155.96   (feet)  ADJUSTED  
 CG0568  ___________________________________________________________________
 CG0568  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0568  DYNAMIC HT  -         960.511 (meters)    3151.28  (feet)  COMP
 CG0568  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 CG0568
 CG0568  VERT ORDER  -  FIRST     CLASS II
 CG0568
 CG0568.The horizontal coordinates were scaled from a topographic map and have
 CG0568.an estimated accuracy of +/- 6 seconds.
 CG0568
 CG0568.The orthometric height was determined by differential leveling
 CG0568.and adjusted in June 1991.
 CG0568
 CG0568.The geoid height was determined by GEOID03.
 CG0568
 CG0568.The dynamic height is computed by dividing the NAVD 88
 CG0568.geopotential number by the normal gravity value computed on the
 CG0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0568.degrees latitude (g = 980.6199 gals.).
 CG0568
 CG0568.The modeled gravity was interpolated from observed gravity values.
 CG0568
 CG0568;                    North         East    Units  Estimated Accuracy
 CG0568;SPC AZ C     -    74,600.      294,350.      MT  (+/- 180 meters Scaled)
 CG0568
 CG0568                          SUPERSEDED SURVEY CONTROL
 CG0568
 CG0568.No superseded survey control is available for this station.
 CG0568
 CG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA940038(NAD 83)
 CG0568_MARKER: DR = REFERENCE MARK DISK
 CG0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0568_STAMPING: CUT 2 NO 3 RM RESET 1967
 CG0568_PROJECTION: PROJECTING 6 CENTIMETERS
 CG0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0568+STABILITY: SURFACE MOTION
 CG0568
 CG0568  HISTORY     - Date     Condition        Report By
 CG0568  HISTORY     - 1967     MONUMENTED       CGS
 CG0568  HISTORY     - 1980     GOOD             NGS
 CG0568
 CG0568                          STATION DESCRIPTION
 CG0568
 CG0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0568'3.7 MI S FROM AMADO.
 CG0568'37 MILES SOUTH OF TUCSON, 21 MILES NORTH OF NOGALES, 3.7 MILES SOUTH
 CG0568'OF THE POST OFFICE AT AMADO, ON THE TOP OF A HIGH CUT-BANK ON THE EAST
 CG0568'SIDE OF U.S. HIGHWAY 89, AND STATE HIGHWAYS 789 AND 93, 32.990 FEET OR
 CG0568'10.055 METERS, EAST-NORTHEAST OF TRIANGULATION STATION CUT 2 1967, AND
 CG0568'1.5 FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.  THE BENCH MARK
 CG0568'IS A STANDARD REFERENCE MARK DISK STAMPED, CUT 2 NO 3 B.M. RESET 1967,
 CG0568'AND IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN
 CG0568'DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0568
 CG0568                          STATION RECOVERY (1980)
 CG0568
 CG0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0568'6.4 KILOMETERS (4.0 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0568'ARIVACA ROAD UNDERPASS AT ARIVACA, 78.6 METERS (258.0 FEET) NORTH
 CG0568'OF AND ON TOP OF THE FIRST CUT BANK NORTH OF MILE POST 26, 30.7
 CG0568'METERS (100.5 FEET) EAST OF THE CENTERLINE OF THE NORTH BOUND
 CG0568'TRAFFIC LANES, 13.7 METERS (44.8 FEET) NORTH OF CUT 2 RM 4,
 CG0568'0.4 METER (1.2 FEET) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CG0568'THE MARK IS 3.0 M ABOVE THE HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0569 ***********************************************************************
 CG0569  DESIGNATION -  CUT 2 RM 4
 CG0569  PID         -  CG0569
 CG0569  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0569  USGS QUAD   -  AMADO (1981)
 CG0569
 CG0569                         *CURRENT SURVEY CONTROL
 CG0569  ___________________________________________________________________
 CG0569* NAD 83(1986)-  31 40 12.     (N)    111 03 45.     (W)     SCALED    
 CG0569* NAVD 88     -       961.659  (meters)    3155.04   (feet)  ADJUSTED  
 CG0569  ___________________________________________________________________
 CG0569  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0569  DYNAMIC HT  -         960.233 (meters)    3150.36  (feet)  COMP
 CG0569  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 CG0569
 CG0569  VERT ORDER  -  FIRST     CLASS II
 CG0569
 CG0569.The horizontal coordinates were scaled from a topographic map and have
 CG0569.an estimated accuracy of +/- 6 seconds.
 CG0569
 CG0569.The orthometric height was determined by differential leveling
 CG0569.and adjusted in June 1991.
 CG0569
 CG0569.The geoid height was determined by GEOID03.
 CG0569
 CG0569.The dynamic height is computed by dividing the NAVD 88
 CG0569.geopotential number by the normal gravity value computed on the
 CG0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0569.degrees latitude (g = 980.6199 gals.).
 CG0569
 CG0569.The modeled gravity was interpolated from observed gravity values.
 CG0569
 CG0569;                    North         East    Units  Estimated Accuracy
 CG0569;SPC AZ C     -    74,600.      294,350.      MT  (+/- 180 meters Scaled)
 CG0569
 CG0569                          SUPERSEDED SURVEY CONTROL
 CG0569
 CG0569.No superseded survey control is available for this station.
 CG0569
 CG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA940038(NAD 83)
 CG0569_MARKER: DB = BENCH MARK DISK
 CG0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0569_STAMPING: CUT 2 NO 4 BM RESET 1967
 CG0569_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0569+STABILITY: SURFACE MOTION
 CG0569
 CG0569  HISTORY     - Date     Condition        Report By
 CG0569  HISTORY     - 1967     MONUMENTED       CGS
 CG0569  HISTORY     - 1980     GOOD             NGS
 CG0569
 CG0569                          STATION DESCRIPTION
 CG0569
 CG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0569'3.7 MI S FROM AMADO.
 CG0569'37 MILES SOUTH OF TUCSON, 21 MILES NORTH OF NOGALES, 3.7 MILES SOUTH
 CG0569'OF THE POST OFFICE AT AMADO, ON THE TOP OF A HIGH CUT-BANK ON THE EAST
 CG0569'SIDE OF U.S. HIGHWAY 89, AND STATE HIGHWAYS 789 AND 93, 36.073 FEET OR
 CG0569'10.995 METERS SOUTHEAST OF TRIANGULATION STATION CUT 2 1967, AND 1.5
 CG0569'FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.  THE BENCH MARK IS A
 CG0569'STANDARD REFERENCE MARK DISK, STAMPED CUT 2 NO 4 B.M. RESET 1967, SET
 CG0569'IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AND
 CG0569'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0569
 CG0569                          STATION RECOVERY (1980)
 CG0569
 CG0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0569'6.4 KILOMETERS (4.0 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0569'ARIVACA ROAD UNDERPASS AT AMADO, ON TOP OF THE FIRST CUT BANK AND
 CG0569'65.0 METERS (213.0 FEET) NORTH OF MILE POST 26, 27.0 METERS (88.6
 CG0569'FEET) NORTHEAST OF KILOMETER POST 42, 30.7 METERS (100.5 FEET)
 CG0569'EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE, 0.3 METER
 CG0569'(0.9 FOOT) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CG0569'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CG0569'THE MARK IS 3.0 M ABOVE THE HIGHWAY LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0033 ***********************************************************************
 EU0033  DESIGNATION -  CUT AZ MK
 EU0033  PID         -  EU0033
 EU0033  STATE/COUNTY-  AZ/MOHAVE
 EU0033  USGS QUAD   -  TOPOCK (1970)
 EU0033
 EU0033                         *CURRENT SURVEY CONTROL
 EU0033  ___________________________________________________________________
 EU0033* NAD 83(1986)-  34 43 26.     (N)    114 25 25.     (W)     SCALED    
 EU0033* NAVD 88     -       249.912  (meters)     819.92   (feet)  ADJUSTED  
 EU0033  ___________________________________________________________________
 EU0033  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0033  DYNAMIC HT  -         249.654 (meters)     819.07  (feet)  COMP
 EU0033  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 EU0033
 EU0033  VERT ORDER  -  FIRST     CLASS II
 EU0033
 EU0033.The horizontal coordinates were scaled from a topographic map and have
 EU0033.an estimated accuracy of +/- 6 seconds.
 EU0033
 EU0033.The orthometric height was determined by differential leveling
 EU0033.and adjusted in June 1991.
 EU0033
 EU0033.The geoid height was determined by GEOID03.
 EU0033
 EU0033.The dynamic height is computed by dividing the NAVD 88
 EU0033.geopotential number by the normal gravity value computed on the
 EU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0033.degrees latitude (g = 980.6199 gals.).
 EU0033
 EU0033.The modeled gravity was interpolated from observed gravity values.
 EU0033
 EU0033;                    North         East    Units  Estimated Accuracy
 EU0033;SPC AZ W     -   413,170.      151,670.      MT  (+/- 180 meters Scaled)
 EU0033
 EU0033                          SUPERSEDED SURVEY CONTROL
 EU0033
 EU0033  NGVD 29 (??/??/??)  249.257  (m)          817.77   (f) ADJUSTED    1 2
 EU0033
 EU0033.Superseded values are not recommended for survey control.
 EU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0033.See file dsdata.txt to determine how the superseded data were derived.
 EU0033
 EU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU359454(NAD 83)
 EU0033_MARKER: DZ = AZIMUTH MARK DISK
 EU0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0033_STAMPING: CUT 1961
 EU0033_MARK LOGO: CGS   
 EU0033_PROJECTION: FLUSH
 EU0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0033+STABILITY: SURFACE MOTION
 EU0033
 EU0033  HISTORY     - Date     Condition        Report By
 EU0033  HISTORY     - 1961     MONUMENTED       CGS
 EU0033  HISTORY     - 1981     GOOD             NGS
 EU0033
 EU0033                          STATION DESCRIPTION
 EU0033
 EU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0033'3.6 MI E FROM TOPOCK.
 EU0033'ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0033'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0033'ABOUT 0.85 MILES EAST OF THE JUNCTION OF THE ROAD NORTH TO THE
 EU0033'EL PASO NATURAL GAS COMPANY, 134 FEET NORTH OF THE CENTER LINE
 EU0033'OF U.S. HIGHWAY 66, 1.5 FEET SOUTH OF THE FENCE, 183 FEET
 EU0033'NORTHEAST OF THE NORTH END OF THE EAST ONE OF DOUBLE CORRUGATED
 EU0033'PIPE CULVERT, 2.5 FEET EAST OF A METAL WITNESS POST, 2 FEET
 EU0033'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 EU0033'POST PROJECTING 3 INCHES.
 EU0033
 EU0033                          STATION RECOVERY (1981)
 EU0033
 EU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0033'5.8 KM (3.6 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0033'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, 0.25 KM (0.15 MI) WEST OF
 EU0033'THE WEST BOUND TRAFFIC LANES WEIGH STATION, 43.0 METERS (141 FT) NORTH
 EU0033'OF THE CENTERLINE OF THE WEST BOUND LANES, 23.0 METERS (75.5 FT) NORTH
 EU0033'OF THE CENTERLINE OF THE WEST BOUND ONRAMP FROM THE WEIGH STATION,
 EU0033'18.9 METERS (62 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 EU0033'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 EU0033'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0533 ***********************************************************************
 ES0533  DESIGNATION -  CUT AZ MK
 ES0533  PID         -  ES0533
 ES0533  STATE/COUNTY-  AZ/COCONINO
 ES0533  USGS QUAD   -  MUNDS PARK (1974)
 ES0533
 ES0533                         *CURRENT SURVEY CONTROL
 ES0533  ___________________________________________________________________
 ES0533* NAD 83(1986)-  34 54 02.     (N)    111 38 31.     (W)     SCALED    
 ES0533* NAVD 88     -      1972.470  (meters)    6471.35   (feet)  ADJUSTED  
 ES0533  ___________________________________________________________________
 ES0533  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 ES0533  DYNAMIC HT  -        1969.709 (meters)    6462.29  (feet)  COMP
 ES0533  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 ES0533
 ES0533  VERT ORDER  -  SECOND    CLASS 0
 ES0533
 ES0533.The horizontal coordinates were scaled from a topographic map and have
 ES0533.an estimated accuracy of +/- 6 seconds.
 ES0533
 ES0533.The orthometric height was determined by differential leveling
 ES0533.and adjusted in June 1991.
 ES0533
 ES0533.The geoid height was determined by GEOID03.
 ES0533
 ES0533.The dynamic height is computed by dividing the NAVD 88
 ES0533.geopotential number by the normal gravity value computed on the
 ES0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0533.degrees latitude (g = 980.6199 gals.).
 ES0533
 ES0533.The modeled gravity was interpolated from observed gravity values.
 ES0533
 ES0533;                    North         East    Units  Estimated Accuracy
 ES0533;SPC AZ C     -   432,580.      238,470.      MT  (+/- 180 meters Scaled)
 ES0533
 ES0533                          SUPERSEDED SURVEY CONTROL
 ES0533
 ES0533  NGVD 29 (??/??/92) 1971.53   (m)         6468.3    (f) COMPUTED    2 0
 ES0533
 ES0533.Superseded values are not recommended for survey control.
 ES0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0533.See file dsdata.txt to determine how the superseded data were derived.
 ES0533
 ES0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413622(NAD 83)
 ES0533_MARKER: DZ = AZIMUTH MARK DISK
 ES0533_SETTING: 80 = SET IN A BOULDER
 ES0533_SP_SET: BOULDER
 ES0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0533+STABILITY: SURFACE MOTION
 ES0533
 ES0533  HISTORY     - Date     Condition        Report By
 ES0533  HISTORY     - 1959     MONUMENTED       CGS
 ES0533  HISTORY     - 1960     MARK NOT FOUND   NGS
 ES0533
 ES0533                          STATION DESCRIPTION
 ES0533
 ES0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0533'18.3 MI S FROM FLAGSTAFF.
 ES0533'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0533'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0533'THENCE 21.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 3.2 MILE
 ES0533'SOUTH OF THE GOLF COURSE.  74 FEET EAST OF THE EAST EDGE OF A SMALL
 ES0533'ROCK CUT, 42.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 20.4 FEET WEST OF
 ES0533'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0533'2 FEET.  NOTE-- THE WITNESS SIGN WAS FOUND NAILED TO A PINE TREE. A
 ES0533'HOLE WAS FOUND 20 FEET WEST OF THE SIGN AND A BOULDER WAS FOUND BY THE
 ES0533'RIGHT-OF-WAY FENCE WHERE IT HAD BEEN PUSHED BY A BULLDOZER. THE MARK
 ES0533'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1480 ***********************************************************************
 CZ1480  DESIGNATION -  CUT RM 1
 CZ1480  PID         -  CZ1480
 CZ1480  STATE/COUNTY-  AZ/COCHISE
 CZ1480  USGS QUAD   -  DRAGOON (1995)
 CZ1480
 CZ1480                         *CURRENT SURVEY CONTROL
 CZ1480  ___________________________________________________________________
 CZ1480* NAD 83(1986)-  32 00 55.     (N)    110 07 04.     (W)     SCALED    
 CZ1480* NAVD 88     -      1401.988  (meters)    4599.69   (feet)  ADJUSTED  
 CZ1480  ___________________________________________________________________
 CZ1480  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CZ1480  DYNAMIC HT  -        1399.844 (meters)    4592.65  (feet)  COMP
 CZ1480  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 CZ1480
 CZ1480  VERT ORDER  -  FIRST     CLASS II
 CZ1480
 CZ1480.The horizontal coordinates were scaled from a topographic map and have
 CZ1480.an estimated accuracy of +/- 6 seconds.
 CZ1480
 CZ1480.The orthometric height was determined by differential leveling
 CZ1480.and adjusted in June 1991.
 CZ1480
 CZ1480.The geoid height was determined by GEOID03.
 CZ1480
 CZ1480.The dynamic height is computed by dividing the NAVD 88
 CZ1480.geopotential number by the normal gravity value computed on the
 CZ1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1480.degrees latitude (g = 980.6199 gals.).
 CZ1480
 CZ1480.The modeled gravity was interpolated from observed gravity values.
 CZ1480
 CZ1480;                    North         East    Units  Estimated Accuracy
 CZ1480;SPC AZ E     -   112,560.      217,980.      MT  (+/- 180 meters Scaled)
 CZ1480
 CZ1480                          SUPERSEDED SURVEY CONTROL
 CZ1480
 CZ1480.No superseded survey control is available for this station.
 CZ1480
 CZ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA833424(NAD 83)
 CZ1480_MARKER: DR = REFERENCE MARK DISK
 CZ1480_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1480_SP_SET: ROCK OUTCROP
 CZ1480_STAMPING: CUT NO 1 1960
 CZ1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1480+STABILITY: POSITION/ELEVATION WELL
 CZ1480
 CZ1480  HISTORY     - Date     Condition        Report By
 CZ1480  HISTORY     - 1960     MONUMENTED       CGS
 CZ1480  HISTORY     - 1979     GOOD             NGS
 CZ1480
 CZ1480                          STATION DESCRIPTION
 CZ1480
 CZ1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1480'19.6 KM NE FROM BENSON.
 CZ1480'19.6 KILOMETERS (12.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1480'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.2 KILOMETER (0.1
 CZ1480'MILE) SOUTHWEST OF A LOW SUMMIT, IN TOP OF A 0.8- BY 0.9-METER FLAT
 CZ1480'GRANITE OUTCROP FLUSH WITH THE GROUND, 37.5 METERS (123 FEET)
 CZ1480'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES, 10.3
 CZ1480'METERS (33.8 FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE,
 CZ1480'7.8 METERS (25.5 FEET) EAST OF STATION CUT AND 4.9 METERS (16 FEET)
 CZ1480'SOUTHEAST OF THE SECOND POWER LINE POLE NORTHEAST OF A POWER LINE
 CZ1480'CROSSING.
 CZ1480'THE MARK IS 10.9 METERS  E FROM A WITNESS POST.
 CZ1480'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0034 ***********************************************************************
 EU0034  DESIGNATION -  CUT RM 1
 EU0034  PID         -  EU0034
 EU0034  STATE/COUNTY-  AZ/MOHAVE
 EU0034  USGS QUAD   -  TOPOCK (1970)
 EU0034
 EU0034                         *CURRENT SURVEY CONTROL
 EU0034  ___________________________________________________________________
 EU0034* NAD 83(1986)-  34 43 28.     (N)    114 25 05.     (W)     SCALED    
 EU0034* NAVD 88     -       256.02   (+/-2cm)     840.0    (feet)  VERTCON   
 EU0034  ___________________________________________________________________
 EU0034  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0034
 EU0034.The horizontal coordinates were scaled from a topographic map and have
 EU0034.an estimated accuracy of +/- 6 seconds.
 EU0034
 EU0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0034.The vertical order pertains to the NGVD 29 superseded value.
 EU0034
 EU0034.The geoid height was determined by GEOID03.
 EU0034
 EU0034;                    North         East    Units  Estimated Accuracy
 EU0034;SPC AZ W     -   413,230.      152,170.      MT  (+/- 180 meters Scaled)
 EU0034
 EU0034                          SUPERSEDED SURVEY CONTROL
 EU0034
 EU0034  NGVD 29 (??/??/??)  255.365  (m)          837.81   (f) ADJUSTED    2 0
 EU0034
 EU0034.Superseded values are not recommended for survey control.
 EU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0034.See file dsdata.txt to determine how the superseded data were derived.
 EU0034
 EU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU364455(NAD 83)
 EU0034_MARKER: DR = REFERENCE MARK DISK
 EU0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0034_STAMPING: CUT NO 1 1961
 EU0034_MARK LOGO: CGS   
 EU0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0034+STABILITY: SURFACE MOTION
 EU0034
 EU0034  HISTORY     - Date     Condition        Report By
 EU0034  HISTORY     - 1961     MONUMENTED       CGS
 EU0034  HISTORY     - 1981     GOOD             NGS
 EU0034
 EU0034                          STATION DESCRIPTION
 EU0034
 EU0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0034'4 MI E FROM TOPOCK.
 EU0034'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0034'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0034'ON THE TOP OF A CUT NORTH OF THE HIGHWAY AT MILE POST 4, 144
 EU0034'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 1.5 FEET SOUTH
 EU0034'OF THE FENCE, 34.3 FEET EAST OF TRAVERSE STATION CUT, 46.2
 EU0034'FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EU0034'CONCRETE POST PROJECTING 1 INCH.
 EU0034
 EU0034                          STATION RECOVERY (1981)
 EU0034
 EU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0012 ***********************************************************************
 CZ0012  DESIGNATION -  CUT RM 2
 CZ0012  PID         -  CZ0012
 CZ0012  STATE/COUNTY-  AZ/COCHISE
 CZ0012  USGS QUAD   -  DRAGOON (1995)
 CZ0012
 CZ0012                         *CURRENT SURVEY CONTROL
 CZ0012  ___________________________________________________________________
 CZ0012* NAD 83(1986)-  32 00 55.     (N)    110 07 04.     (W)     SCALED    
 CZ0012* NAVD 88     -      1402.054  (meters)    4599.91   (feet)  ADJUSTED  
 CZ0012  ___________________________________________________________________
 CZ0012  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CZ0012  DYNAMIC HT  -        1399.910 (meters)    4592.87  (feet)  COMP
 CZ0012  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 CZ0012
 CZ0012  VERT ORDER  -  FIRST     CLASS II
 CZ0012
 CZ0012.The horizontal coordinates were scaled from a topographic map and have
 CZ0012.an estimated accuracy of +/- 6 seconds.
 CZ0012
 CZ0012.The orthometric height was determined by differential leveling
 CZ0012.and adjusted in June 1991.
 CZ0012
 CZ0012.The geoid height was determined by GEOID03.
 CZ0012
 CZ0012.The dynamic height is computed by dividing the NAVD 88
 CZ0012.geopotential number by the normal gravity value computed on the
 CZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0012.degrees latitude (g = 980.6199 gals.).
 CZ0012
 CZ0012.The modeled gravity was interpolated from observed gravity values.
 CZ0012
 CZ0012;                    North         East    Units  Estimated Accuracy
 CZ0012;SPC AZ E     -   112,560.      217,980.      MT  (+/- 180 meters Scaled)
 CZ0012
 CZ0012                          SUPERSEDED SURVEY CONTROL
 CZ0012
 CZ0012  NGVD 29 (??/??/92) 1401.182  (m)         4597.04   (f) ADJ UNCH    1 2
 CZ0012
 CZ0012.Superseded values are not recommended for survey control.
 CZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0012.See file dsdata.txt to determine how the superseded data were derived.
 CZ0012
 CZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA833424(NAD 83)
 CZ0012_MARKER: DR = REFERENCE MARK DISK
 CZ0012_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0012_SP_SET: BEDROCK
 CZ0012_STAMPING: CUT NO 2 1960
 CZ0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0012+STABILITY: POSITION/ELEVATION WELL
 CZ0012
 CZ0012  HISTORY     - Date     Condition        Report By
 CZ0012  HISTORY     - 1960     MONUMENTED       CGS
 CZ0012  HISTORY     - 1979     GOOD             NGS
 CZ0012
 CZ0012                          STATION DESCRIPTION
 CZ0012
 CZ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0012'11.1 MI E FROM BENSON.
 CZ0012'11.1 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0012'HIGHWAY 86-INTERSTATE HIGHWAY 10, 44 FEET WEST OF POWERLINE POLE, 18
 CZ0012'FEET SOUTH OF FENCE AND WITNESS POST, CEMENTED IN A DRILL-HOLE IN
 CZ0012'BEDROCK.
 CZ0012
 CZ0012                          STATION RECOVERY (1979)
 CZ0012
 CZ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0012'19.6 KILOMETERS (12.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0012'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN TOP OF A 1- BY 1-
 CZ0012'METER FLAT OUTCROP FLUSH WITH THE GROUND, 35.4 METERS (116 FEET)
 CZ0012'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 13.5
 CZ0012'METERS (44.5 FEET) SOUTHWEST OF THE SECOND POWER LINE POLE NORTHEAST
 CZ0012'OF A POWER LINE CROSSING, 9.2 METERS (30.2 FEET) SOUTHWEST OF
 CZ0012'STATION CUT AND 5.5 METERS (18 FEET) SOUTHEAST OF THE SOUTHEAST
 CZ0012'RIGHT-OF-WAY FENCE.
 CZ0012'THE MARK IS 10.1 METERS  S FROM A WITNESS POST.
 CZ0012'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0036 ***********************************************************************
 EU0036  DESIGNATION -  CUT RM 2
 EU0036  PID         -  EU0036
 EU0036  STATE/COUNTY-  AZ/MOHAVE
 EU0036  USGS QUAD   -  TOPOCK (1970)
 EU0036
 EU0036                         *CURRENT SURVEY CONTROL
 EU0036  ___________________________________________________________________
 EU0036* NAD 83(1986)-  34 43 29.     (N)    114 25 04.     (W)     SCALED    
 EU0036* NAVD 88     -       256.16   (+/-2cm)     840.4    (feet)  VERTCON   
 EU0036  ___________________________________________________________________
 EU0036  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0036
 EU0036.The horizontal coordinates were scaled from a topographic map and have
 EU0036.an estimated accuracy of +/- 6 seconds.
 EU0036
 EU0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0036.The vertical order pertains to the NGVD 29 superseded value.
 EU0036
 EU0036.The geoid height was determined by GEOID03.
 EU0036
 EU0036;                    North         East    Units  Estimated Accuracy
 EU0036;SPC AZ W     -   413,260.      152,200.      MT  (+/- 180 meters Scaled)
 EU0036
 EU0036                          SUPERSEDED SURVEY CONTROL
 EU0036
 EU0036  NGVD 29 (??/??/??)  255.503  (m)          838.26   (f) ADJUSTED    2 0
 EU0036
 EU0036.Superseded values are not recommended for survey control.
 EU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0036.See file dsdata.txt to determine how the superseded data were derived.
 EU0036
 EU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU364455(NAD 83)
 EU0036_MARKER: DR = REFERENCE MARK DISK
 EU0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0036_STAMPING: CUT NO 2 1961
 EU0036_MARK LOGO: CGS   
 EU0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0036+STABILITY: SURFACE MOTION
 EU0036
 EU0036  HISTORY     - Date     Condition        Report By
 EU0036  HISTORY     - 1961     MONUMENTED       CGS
 EU0036  HISTORY     - 1981     GOOD             NGS
 EU0036
 EU0036                          STATION DESCRIPTION
 EU0036
 EU0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0036'4 MI E FROM TOPOCK.
 EU0036'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0036'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0036'ON THE TOP OF A CUT NORTH OF THE HIGHWAY AT MILE POST 4, 156
 EU0036'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 12 FEET NORTH
 EU0036'OF THE FENCE, 16.5 FEET NORTHEAST OF TRAVERSE STATION CUT, 12.4
 EU0036'FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EU0036'CONCRETE POST FLUSH WITH THE GROUND.
 EU0036
 EU0036                          STATION RECOVERY (1981)
 EU0036
 EU0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0531 ***********************************************************************
 ES0531  DESIGNATION -  CUT RM 2
 ES0531  PID         -  ES0531
 ES0531  STATE/COUNTY-  AZ/COCONINO
 ES0531  USGS QUAD   -  MUNDS PARK (1974)
 ES0531
 ES0531                         *CURRENT SURVEY CONTROL
 ES0531  ___________________________________________________________________
 ES0531* NAD 83(1986)-  34 54 17.     (N)    111 38 33.     (W)     SCALED    
 ES0531* NAVD 88     -      1977.651  (meters)    6488.34   (feet)  ADJUSTED  
 ES0531  ___________________________________________________________________
 ES0531  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ES0531  DYNAMIC HT  -        1974.884 (meters)    6479.27  (feet)  COMP
 ES0531  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 ES0531
 ES0531  VERT ORDER  -  SECOND    CLASS 0
 ES0531
 ES0531.The horizontal coordinates were scaled from a topographic map and have
 ES0531.an estimated accuracy of +/- 6 seconds.
 ES0531
 ES0531.The orthometric height was determined by differential leveling
 ES0531.and adjusted in June 1991.
 ES0531
 ES0531.The geoid height was determined by GEOID03.
 ES0531
 ES0531.The dynamic height is computed by dividing the NAVD 88
 ES0531.geopotential number by the normal gravity value computed on the
 ES0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0531.degrees latitude (g = 980.6199 gals.).
 ES0531
 ES0531.The modeled gravity was interpolated from observed gravity values.
 ES0531
 ES0531;                    North         East    Units  Estimated Accuracy
 ES0531;SPC AZ C     -   433,040.      238,420.      MT  (+/- 180 meters Scaled)
 ES0531
 ES0531                          SUPERSEDED SURVEY CONTROL
 ES0531
 ES0531  NGVD 29 (??/??/92) 1976.710  (m)         6485.26   (f) ADJ UNCH    2 0
 ES0531
 ES0531.Superseded values are not recommended for survey control.
 ES0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0531.See file dsdata.txt to determine how the superseded data were derived.
 ES0531
 ES0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413626(NAD 83)
 ES0531_MARKER: DR = REFERENCE MARK DISK
 ES0531_SETTING: 80 = SET IN A BOULDER
 ES0531_SP_SET: BOULDER
 ES0531_STAMPING: CUT NO 2 1959
 ES0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0531+STABILITY: SURFACE MOTION
 ES0531
 ES0531  HISTORY     - Date     Condition        Report By
 ES0531  HISTORY     - 1959     MONUMENTED       CGS
 ES0531  HISTORY     - 20071112 MARK NOT FOUND   GEOCAC
 ES0531
 ES0531                          STATION DESCRIPTION
 ES0531
 ES0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0531'18.0 MI S FROM FLAGSTAFF.
 ES0531'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0531'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0531'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0531'HIGHWAY 17, THENCE 17.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 59.9
 ES0531'FEET WEST OF THE WITNESS POST, 21 FEET WEST OF THE WEST RIGHT-OF-WAY
 ES0531'FENCE, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 ES0531
 ES0531                          STATION RECOVERY (2007)
 ES0531
 ES0531'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0531'DID NOT FIND THE MARK. AT THE DESCRIBED DISTANCE AND DIRECTION FROM
 ES0531'STATION CUT (ES0530) FOUND VEGETATION AND LOOSE ROCK THAT MAY BE
 ES0531'OBSCURING THE MARK. USED A CONSUMER GRADE METAL DETECTOR IN THE AREA
 ES0531'BUT DID NOT DETECT THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1154 ***********************************************************************
 CY1154  DESIGNATION -  CUTOFF
 CY1154  PID         -  CY1154
 CY1154  STATE/COUNTY-  AZ/COCHISE
 CY1154  USGS QUAD   -  BOWIE MTN NORTH (1979)
 CY1154
 CY1154                         *CURRENT SURVEY CONTROL
 CY1154  ___________________________________________________________________
 CY1154* NAD 83(1992)-  32 08 19.28855(N)    109 28 03.85939(W)     ADJUSTED  
 CY1154* NAVD 88     -      1821.3    (meters)    5975.     (feet)  VERTCON   
 CY1154  ___________________________________________________________________
 CY1154  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CY1154  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CY1154  HORZ ORDER  -  FIRST
 CY1154
 CY1154.The horizontal coordinates were established by classical geodetic methods
 CY1154.and adjusted by the National Geodetic Survey in August 1993.
 CY1154
 CY1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1154
 CY1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1154
 CY1154.The geoid height was determined by GEOID03.
 CY1154
 CY1154;                    North         East     Units Scale Factor Converg.
 CY1154;SPC AZ E     -   126,458.639   279,298.411   MT  0.99995360   +0 22 18.6
 CY1154;SPC AZ E     -   414,890.55    916,333.37   iFT  0.99995360   +0 22 18.6
 CY1154;UTM  12      - 3,556,836.895   644,519.519   MT  0.99985757   +0 48 54.9
 CY1154
 CY1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1154!SPC AZ E     -   0.99971826  x   0.99995360  =   0.99967187
 CY1154!UTM  12      -   0.99971826  x   0.99985757  =   0.99957587
 CY1154
 CY1154|---------------------------------------------------------------------|
 CY1154| PID    Reference Object                     Distance      Geod. Az  |
 CY1154|                                                           dddmmss.s |
 CY1154| CC7222 CUTOFF RM 1                          11.534 METERS 03100     |
 CY1154| CY1150 WOOD WATER TANK                     APPROX. 3.2 KM 1660326.7 |
 CY1154| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX.18.7 KM 2185406.9 |
 CY1154| CY1182 WINDMILL ABOUT 5 MI NE OF PAT       APPROX.11.3 KM 2295932.1 |
 CY1154| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX.43.8 KM 2550134.3 |
 CY1154| CC7221 CUTOFF AZ MK                                       2823919.4 |
 CY1154| CC7223 CUTOFF RM 2                           5.743 METERS 30506     |
 CY1154|---------------------------------------------------------------------|
 CY1154
 CY1154                          SUPERSEDED SURVEY CONTROL
 CY1154
 CY1154  NAD 83(1986)-  32 08 19.28400(N)    109 28 03.85598(W) AD(       ) 1
 CY1154  NAD 27      -  32 08 18.99700(N)    109 28 01.62800(W) AD(       ) 1
 CY1154  NGVD 29 (07/19/86) 1820.5    (m)         5973.     (f) VERT ANG    3  
 CY1154
 CY1154.Superseded values are not recommended for survey control.
 CY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1154.See file dsdata.txt to determine how the superseded data were derived.
 CY1154
 CY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4452056837(NAD 83)
 CY1154_MARKER: DS = TRIANGULATION STATION DISK
 CY1154_SETTING: 66 = SET IN ROCK OUTCROP
 CY1154
 CY1154  HISTORY     - Date     Condition        Report By
 CY1154  HISTORY     - 1935     MONUMENTED       CGS
 CY1154  HISTORY     - 1945     GOOD             CGS
 CY1154
 CY1154                          STATION DESCRIPTION
 CY1154
 CY1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1154'STATION IS LOCATED IN THE NW CORNER OF SEC. 10, T. 15 S., R.
 CY1154'28 E., ON THE SUMMIT OF A HIGH RIDGE-LIKE HILL COMPRISING
 CY1154'THE NW END OF THE BOWIE MOUNTAINS AND NW OF WHAT IS KNOWN
 CY1154'ON THE U.S.G.S. TOPOGRAPHIC SHEETS AS HELENS DOME.
 CY1154'
 CY1154'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CY1154'HOLES IN OUTCROPPING BEDROCK.
 CY1154'
 CY1154'REACHED FROM THE POST OFFICE IN DOS CABEZOS AS FOLLOWS--GO
 CY1154'E 1.0 MILE TO SIGN CHIRICAHUA NATIONAL MON.  KEEP RIGHT AS
 CY1154'PER SIGN, FOLLOW MAIN TRAVELED ROAD 2.0 MILES TO SIGN CHIRICAHUA
 CY1154'NATIONAL MON. 24 MILES, KEEP RIGHT AS PER SIGN ON MAIN TRAVELED
 CY1154'ROAD, GO 6.4 MILES, TURN LEFT ON DIM ROAD (THIS POINT IS
 CY1154'1.6 MILES BEYOND THE THIRD CATTLE GUARD AFTER SIGN CHIRICAHUA
 CY1154'NATIONAL MON. 24 MILES), GO N AND E ON THIS ROAD TOWARDS
 CY1154'HILL FOR 3.9 MILES TO WIRE GATE, PASS THROUGH GATE AND GO 0.1
 CY1154'MILE, KEEP RIGHT, GO 0.6 MILE AND TURN RIGHT OFF ROAD AND
 CY1154'DRIVE CROSS COUNTRY 0.2 MILE TO BASE OF HILL, FROM HERE
 CY1154'CLIMB E UP STEEP SLOPE TO SADDLE, THENCE N ALONG TOP OF
 CY1154'RIDGE TO HIGHEST POINT OF RIDGE AND STATION.
 CY1154
 CY1154                          STATION RECOVERY (1945)
 CY1154
 CY1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1154'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 CY1154'CONDITION.  AN AZIMUTH MARK HAS BEEN ESTABLISHED AS SHOWN
 CY1154'BELOW.
 CY1154'
 CY1154'STATION IS LOCATED ON THE SUMMIT OF A HIGH RIDGE-LIKE HILL
 CY1154'ON THE NW END OF THE BOWIE MOUNTAINS.  IT IS ABOUT 13 MILES S
 CY1154'OF BOWIE AND ABOUT 9 MILES ESE OF DOS CABEZOS.
 CY1154'
 CY1154'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO
 CY1154'E ACROSS THE RAILROAD TRACKS AND CONTINUE AHEAD ON THE MAIN
 CY1154'ROAD FOR 6.2 MILES TO THE LEFT FORK LEADING TO DOS CABEZOS,
 CY1154'TURN LEFT AND CONTINUE FOR 8.5 MILES TO THE POST OFFICE IN
 CY1154'DOS CABEZOS.  CONTINUE AHEAD FOR 2.9 MILES TO A FORK WITH A
 CY1154'CATTLE GUARD ON THE LEFT FORK, KEEP RIGHT AND CONTINUE FOR
 CY1154'4.9 MILES TO A PROMINENT FORK AT THE SIGNS BOWIE 21, DOUGLAS
 CY1154'72, BISBEE 72, AND WILLCOX 23.  THIS FORK IS JUST ACROSS
 CY1154'A CATTLE GUARD AND THERE ARE CORRALS ON THE LEFT.  TAKE THE
 CY1154'LEFT FORK AND CONTINUE FOR 4.4 MILES TO A CATTLE GUARD,
 CY1154'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A TRACK ROAD LEADING
 CY1154'RIGHT JUST AFTER CROSSING A SMALL SANDY WASH, TURN RIGHT ON
 CY1154'THIS TRACK ROAD AND CONTINUE FOR 0.5 MILE, AT THIS POINT A
 CY1154'SMALL ROCK OUTCROP ABOUT 5 FEET HIGH CAN BE SEEN ABOUT 0.1
 CY1154'MILE TO THE RIGHT ACROSS THE WASH AND IT IS ON THIS
 CY1154'OUTCROP THAT THE AZIMUTH MARK IS LOCATED, CONTINUE AHEAD
 CY1154'FOR 0.6 MILE TO A LARGE EARTH TANK ON THE RIGHT.  HERE TURN SHARP
 CY1154'LEFT TOWARD THE HILL AND CONTINUE FOR 0.3 MILE TO ITS BASE AND
 CY1154'THE END OF TRUCK TRAVEL.  PACK UP THE SMALL CANYON TO THE
 CY1154'CREST OF THE RIDGE AND THEN BEAR LEFT TO THE HIGHEST POINT
 CY1154'AND THE STATION.
 CY1154'
 CY1154'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 CY1154'BEDROCK PROJECTING ABOUT 8 INCHES AND IS STAMPED CUTOFF 1935.  IT
 CY1154'IS ON THE HIGHEST POINT OF THE HILL.
 CY1154'
 CY1154'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1154'PROJECTING ABOUT 1 FOOT AND IS STAMPED CUTOFF NO 1 1935.  IT IS
 CY1154'NNE OF THE STATION AND ABOUT 6 FEET LOWER.
 CY1154'
 CY1154'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 CY1154'BEDROCK PROJECTING ABOUT 10 INCHES AND IS STAMPED CUTOFF
 CY1154'NO 2 1935.  IT IS WNW OF THE STATION AND ABOUT 2 FEET LOWER.
 CY1154'
 CY1154'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SHARP ROCK OUTCROP
 CY1154'PROJECTING ABOUT 5 FEET ABOVE THE GROUND AND IS STAMPED CUTOFF
 CY1154'1945.  IT IS ABOUT 1/2 MILE W OF THE STATION, 4 FEET ESE OF A
 CY1154'WITNESS POST SET IN A ROCK CAIRN, AND IS REACHED AS SHOWN
 CY1154'ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2341 ***********************************************************************
 DU2341  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2341  FBN         -  This is a Federal Base Network Control Station.
 DU2341  DESIGNATION -  CUTTER RESET
 DU2341  PID         -  DU2341
 DU2341  STATE/COUNTY-  AZ/GILA
 DU2341  USGS QUAD   -  CUTTER (1979)
 DU2341
 DU2341                         *CURRENT SURVEY CONTROL
 DU2341  ___________________________________________________________________
 DU2341* NAD 83(2007)-  33 21 09.45778(N)    110 39 17.38733(W)     ADJUSTED  
 DU2341* NAVD 88     -       966.13   (meters)    3169.7    (feet)  GPS OBS   
 DU2341  ___________________________________________________________________
 DU2341  EPOCH DATE  -        2007.00
 DU2341  X           -  -1,881,450.429 (meters)                     COMP
 DU2341  Y           -  -4,991,010.390 (meters)                     COMP
 DU2341  Z           -   3,487,208.668 (meters)                     COMP
 DU2341  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DU2341  ELLIP HEIGHT-         938.879 (meters)          (02/10/07) ADJUSTED
 DU2341  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU2341
 DU2341  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2341  Type    PID    Designation                      North   East  Ellip
 DU2341  -------------------------------------------------------------------
 DU2341  NETWORK DU2341 CUTTER RESET                      0.25   0.24   0.71
 DU2341  -------------------------------------------------------------------
 DU2341
 DU2341.The horizontal coordinates were established by GPS observations
 DU2341.and adjusted by the National Geodetic Survey in February 2007.
 DU2341
 DU2341.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2341.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2341.The horizontal coordinates are valid at the epoch date displayed above.
 DU2341.The epoch date for horizontal control is a decimal equivalence
 DU2341.of Year/Month/Day.
 DU2341
 DU2341.The orthometric height was determined by GPS observations and a
 DU2341.high-resolution geoid model.
 DU2341.The orthometric height was determined by GPS observations and a
 DU2341.high-resolution geoid model using precise GPS observation and
 DU2341.processing techniques.
 DU2341
 DU2341.Photographs are available for this station.
 DU2341
 DU2341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2341
 DU2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2341
 DU2341.The ellipsoidal height was determined by GPS observations
 DU2341.and is referenced to NAD 83.
 DU2341
 DU2341.The geoid height was determined by GEOID03.
 DU2341
 DU2341;                    North         East     Units Scale Factor Converg.
 DU2341;SPC AZ E     -   260,963.076   167,926.248   MT  0.99992544   -0 16 06.2
 DU2341;SPC AZ E     -   856,178.07    550,939.13   iFT  0.99992544   -0 16 06.2
 DU2341;UTM  12      - 3,690,433.518   532,115.562   MT  0.99961272   +0 11 23.2
 DU2341
 DU2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2341!SPC AZ E     -   0.99985262  x   0.99992544  =   0.99977807
 DU2341!UTM  12      -   0.99985262  x   0.99961272  =   0.99946540
 DU2341
 DU2341|---------------------------------------------------------------------|
 DU2341| PID    Reference Object                     Distance      Geod. Az  |
 DU2341|                                                           dddmmss.s |
 DU2341| DU0220 3167.294                            249.116 METERS 03343     |
 DU2341| CD2772 CUTTER RM 4                          13.099 METERS 11434     |
 DU2341| CD2771 CUTTER RM 2                           8.466 METERS 12240     |
 DU2341| CD2769 HIGHWAY 70 STA DISK                                1414647.4 |
 DU2341| DU1153 CUTTER RM 3                           6.761 METERS 19318     |
 DU2341| DU1999 SIGNAL PEAK LOOKOUT TOWER           APPROX.18.1 KM 2484211.3 |
 DU2341| DU1974 CUTTER WATER TANK                   APPROX. 1.0 KM 2902701.5 |
 DU2341| CD2770 CUTTER RM 1                          14.326 METERS 35408     |
 DU2341|---------------------------------------------------------------------|
 DU2341
 DU2341                          SUPERSEDED SURVEY CONTROL
 DU2341
 DU2341  ELLIP H (09/30/99)  938.895  (m)                       GP(       ) 3 1
 DU2341  NAD 83(1986)-  33 21 09.45265(N)    110 39 17.38595(W) AD(       ) B
 DU2341  NAD 83(1992)-  33 21 09.45743(N)    110 39 17.38642(W) AD(       ) A
 DU2341  ELLIP H (09/30/92)  938.949  (m)                       GP(       ) 2 1
 DU2341  NAD 83(1986)-  33 21 09.45265(N)    110 39 17.38595(W) AD(       ) 2
 DU2341  NAD 27      -  33 21 09.24600(N)    110 39 15.00400(W) AD(       ) 2
 DU2341
 DU2341.Superseded values are not recommended for survey control.
 DU2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2341.See file dsdata.txt to determine how the superseded data were derived.
 DU2341
 DU2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3211690434(NAD 83)
 DU2341_MARKER: DD = SURVEY DISK
 DU2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2341_SP_SET: CONCRETE POST
 DU2341_STAMPING: CUTTER 1945 1973
 DU2341_MARK LOGO: CGS   
 DU2341_PROJECTION: FLUSH
 DU2341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2341+STABILITY: SURFACE MOTION
 DU2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2341+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU2341
 DU2341  HISTORY     - Date     Condition        Report By
 DU2341  HISTORY     - 1973     MONUMENTED       CGS
 DU2341  HISTORY     - 1973     GOOD             NGS
 DU2341  HISTORY     - 19900615 GOOD             NGS
 DU2341  HISTORY     - 19920203 GOOD             NGS
 DU2341  HISTORY     - 19981103 GOOD             NGS
 DU2341  HISTORY     - 19981117 GOOD             AZ-013
 DU2341  HISTORY     - 20030815 GOOD             AZ-007
 DU2341  HISTORY     - 20040325 GOOD             AZ-007
 DU2341  HISTORY     - 20040401 GOOD             AZ-007
 DU2341  HISTORY     - 20060922 GOOD             GEOCAC
 DU2341  HISTORY     - 20081008 GOOD             GEOCAC
 DU2341
 DU2341                          STATION DESCRIPTION
 DU2341
 DU2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1973 (CN)
 DU2341'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DU2341'MARK WERE FOUND DESTROYED.  THE UNDERGROUND STATION MARK WAS
 DU2341'RECOVERED AND THE STATION WAS REMONUMENTED ON ORIGINAL POSITION.
 DU2341'
 DU2341'THE STATION MARK IS A STANDARD DISK STAMPED, CUTTER 1945
 DU2341'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2341'PROJECTS 2 INCHES.  IT IS 7.6 FEET NORTH OF THE RIGHT OF
 DU2341'WAY FENCE LINE AND 1-1/2 FEET EAST OF THE WITNESS POST AND
 DU2341'SIGN.
 DU2341'
 DU2341'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CUTTER 1945 NO
 DU2341'3 1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 DU2341'WHICH PROJECTS 4 INCHES.  THE MARK IS AIRPORT PROPERTY 15
 DU2341'FEET SOUTH OF THE FENCE LINE AND 23 FEET NORTH OF THE WITNESS
 DU2341'POST.
 DU2341'
 DU2341'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CUTTER 1945 NO
 DU2341'4 1973.  IT IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF AN
 DU2341'OLD CATTLE GUARD, 7 FEET NORTH OF THE FENCE LINE AND 45 FEET
 DU2341'EAST OF THE WITNESS POST.
 DU2341'
 DU2341'SIGNAL PEAK LOOKOUT TOWER 1938 CAN BE USED FOR AN AZIMUTH
 DU2341'MARK.  ALL OTHER NEARBY STATIONS ARE OBSTRUCTED OR DESTROYED.
 DU2341'
 DU2341'TO REACH THE STATION FROM THE ENTRANCE TO THE GLOBE-SAN CARLOS
 DU2341'REGIONAL AIR FACILITY, GO EAST ALONG THE NORTH SIDE OF THE
 DU2341'FENCE LINE FOR 0.4 MILE TO THE STATION.
 DU2341'
 DU2341'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2341'
 DU2341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CUTTER
 DU2341
 DU2341                          STATION RECOVERY (1973)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DU2341'RECOVERED IN GOOD CONDITION.
 DU2341
 DU2341                          STATION RECOVERY (1990)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DU2341'STATION IS LOCATED OUTSIDE THE AIRPORT PERIMETER FENCE ABOUT 0.4 MILES
 DU2341'(0.6 KM) EAST OF THE AIRPORT ENTRANCE ROAD FROM HWY 70 WEST OF A ROAD
 DU2341'CURVING SOUTHEAST IN THE HIGHWAY RIGHT-OF-WAY.  IT IS 64.6 FT (19.7 M)
 DU2341'WEST-NORTHWEST OF AN ANGLE-IRON GATE POST, 42.9 FT (13.1 M) WEST OF A
 DU2341'CONCRETE FOUNDATION RM 4, 87.1 FT (26.5 M) SOUTH OF THE SOUTH EDGE OF
 DU2341'THE HIGHWAY, 7.6 FT (2.3 M) NORTH OF THE FENCE AND 1.3 FT (0.4 M) EAST
 DU2341'OF A WITNESS SIGN.  STATION IS A STANDARD CGS STATION DISK STAMPED
 DU2341'CUTTER 1945 1973 SET IN THE TOP OF A CONCRETE MONUMENT ABOUT ONE INCH
 DU2341'BELOW THE SURFACE.
 DU2341
 DU2341                          STATION RECOVERY (1992)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU2341'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF GLOBE, NEAR
 DU2341'THE SOUTHEAST CORNER OF THE GLOBE MUNICIPAL AIRPORT, ALONG THE SOUTH
 DU2341'RIGHT-OF-WAY OF U.S. HIGHWAY 70, AND 0.32 KM (0.20 MI) SOUTHEAST OF
 DU2341'MILE POST 259.  OWNERSHIP--ARIZONA STATE DEPARTMENT OF
 DU2341'TRANSPORTATION.
 DU2341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DU2341'HIGHWAY 77 SOUTH, LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF GLOBE,
 DU2341'GO SOUTHEAST ON HIGHWAY 70 FOR 8.6 KM (5.3 MI) TO THE STATION ON THE
 DU2341'RIGHT, 0.64 KM (0.40 MI) SOUTHEAST OF THE ENTRANCE ROAD TO THE GLOBE
 DU2341'AIRPORT.
 DU2341'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 DU2341'WITH THE GROUND.  LOCATED 33.3 M (109.3 FT) SOUTH OF THE CENTERLINE
 DU2341'OF THE HIGHWAY, 12.9 M (42.3 FT) WEST OF RM 4, 2.4 M (7.9 FT) NORTH
 DU2341'OF THE RIGHT-OF-WAY FENCELINE AND 0.31 M (1.02 FT) EAST OF A METAL
 DU2341'WITNESS POST.
 DU2341
 DU2341                          STATION RECOVERY (1998)
 DU2341
 DU2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU2341'THE NORTH SIDE OF THE CONCRETE POST HAS BEEN BROKEN OFF BUT THE
 DU2341'CONCRETE POST AND STATION DISK ARE STILL IN GOOD CONDITION.  THE
 DU2341'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHEAST OF GLOBE, ON THE
 DU2341'SAN CARLOS APACHE INDIAN RESERVATION, NEAR THE NORTHEAST CORNER OF THE
 DU2341'GLOBE/SAN CARLOS APACHE AIRPORT, ALONG THE SOUTH RIGHT-OF-WAY OF U.S.
 DU2341'HIGHWAY 70, 0.32 KM (0.20 MI) SOUTHEAST OF HIGHWAY MILEPOST 259.
 DU2341'OWNERSHIP--SAN CARLOS APACHE TRIBE, RAYMOND STANLEY, PO BOX O, SAN
 DU2341'CARLOS AZ 85550.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DU2341'HIGHWAY 70 AND STATE HIGHWAY 77 SOUTH, ABOUT 4.8 KM (3.00 MI)
 DU2341'SOUTHEAST OF GLOBE, GO SOUTHEAST FOR 8.6 KM (5.35 MI) ON HIGHWAY 70 TO
 DU2341'THE STATION ON RIGHT, 0.64 KM (0.40 MI) SOUTHEAST OF THE ENTRANCE ROAD
 DU2341'TO AIRPORT.  THE STATION IS FLUSH WITH GROUND.  LOCATED 33.3 M (109.3
 DU2341'FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 13.1 M (43.0 FT) WEST OF
 DU2341'REFERENCE MARK 4, 2.6 M (8.5 FT) NORTH-NORTHEAST OF A WITNESS PLAQUE
 DU2341'IN BARBED WIRE FENCE LINE, 2.4 M (7.9 FT) NORTH OF THE RIGHT-OF-WAY
 DU2341'FENCE LINE AND 0.4 M (1.3 FT) EAST OF A METAL WITNESS POST.
 DU2341
 DU2341                          STATION RECOVERY (1998)
 DU2341
 DU2341'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU2341'RECOVERED AS DESCRIBED.
 DU2341
 DU2341                          STATION RECOVERY (2003)
 DU2341
 DU2341'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU2341'STATION RECOVERY  (2003)
 DU2341' 
 DU2341'RECOVERY NOTE BY GILA COUNTY SURVEYORS.RECOVERED AS DESCRIBED.
 DU2341
 DU2341                          STATION RECOVERY (2004)
 DU2341
 DU2341'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU2341'RECOVERED IN GOOD CONDITION.
 DU2341
 DU2341                          STATION RECOVERY (2004)
 DU2341
 DU2341'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU2341'RECOVERED IN GOOD CONDITION.
 DU2341
 DU2341                          STATION RECOVERY (2006)
 DU2341
 DU2341'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2341'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 DU2341'FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION IS ALSO LOCATED 3
 DU2341'FEET SOUTHWEST OF ANOTHER METAL WITNESS POST. DID NOT LOOK FOR
 DU2341'REFERENCE MARK 3 OR REFERENCE MARK 4.
 DU2341
 DU2341                          STATION RECOVERY (2008)
 DU2341
 DU2341'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2341'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 4 ALSO RECOVERED IN GOOD
 DU2341'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1153 ***********************************************************************
 DU1153  DESIGNATION -  CUTTER RM 3
 DU1153  PID         -  DU1153
 DU1153  STATE/COUNTY-  AZ/GILA
 DU1153  USGS QUAD   -  CUTTER (1979)
 DU1153
 DU1153                         *CURRENT SURVEY CONTROL
 DU1153  ___________________________________________________________________
 DU1153* NAD 83(1986)-  33 21 08.     (N)    110 39 18.     (W)     SCALED    
 DU1153* NAVD 88     -       966.462  (meters)    3170.80   (feet)  ADJUSTED  
 DU1153  ___________________________________________________________________
 DU1153  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU1153  DYNAMIC HT  -         965.158 (meters)    3166.52  (feet)  COMP
 DU1153  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 DU1153
 DU1153  VERT ORDER  -  FIRST     CLASS II
 DU1153
 DU1153.The horizontal coordinates were scaled from a topographic map and have
 DU1153.an estimated accuracy of +/- 6 seconds.
 DU1153
 DU1153.The orthometric height was determined by differential leveling
 DU1153.and adjusted in June 1991.
 DU1153
 DU1153.The geoid height was determined by GEOID03.
 DU1153
 DU1153.The dynamic height is computed by dividing the NAVD 88
 DU1153.geopotential number by the normal gravity value computed on the
 DU1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1153.degrees latitude (g = 980.6199 gals.).
 DU1153
 DU1153.The modeled gravity was interpolated from observed gravity values.
 DU1153
 DU1153;                    North         East    Units  Estimated Accuracy
 DU1153;SPC AZ E     -   260,920.      167,910.      MT  (+/- 180 meters Scaled)
 DU1153
 DU1153                          SUPERSEDED SURVEY CONTROL
 DU1153
 DU1153.No superseded survey control is available for this station.
 DU1153
 DU1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB321903(NAD 83)
 DU1153_MARKER: DR = REFERENCE MARK DISK
 DU1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1153_SP_SET: CONCRETE POST
 DU1153_STAMPING: CUTTER NO 3 1973 1945
 DU1153_PROJECTION: PROJECTING 15 CENTIMETERS
 DU1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1153+STABILITY: SURFACE MOTION
 DU1153
 DU1153  HISTORY     - Date     Condition        Report By
 DU1153  HISTORY     - 1973     MONUMENTED       NGS
 DU1153  HISTORY     - 1979     GOOD             NGS
 DU1153
 DU1153                          STATION DESCRIPTION
 DU1153
 DU1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1153'12.0 KM SE FROM GLOBE.
 DU1153'12.0 KILOMETERS (7.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1153'THE NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHEAST END OF THE
 DU1153'GLOBE MUNICIPAL AIRPORT, 40.2 METERS (132 FEET) SOUTHWEST OF THE
 DU1153'CENTERLINE OF HIGHWAY 70, 34.8 METERS (114 FEET) NORTH OF AN
 DU1153'UNDERGROUND GAS LINE AND 4.3 METERS (14 FEET) SOUTHWEST OF THE
 DU1153'HIGHWAY RIGHT-OF-WAY FENCE.  A FAINT IMAGE OF A 2 CAN BE DISCERNED
 DU1153'ON THE DISK SUGGESTING THIS WAS ORIGINALLY RM 2.  IT APPEARS THAT
 DU1153'THE NUMBER 3 WAS STAMPED ON IN 1973.
 DU1153'THE MARK IS 6.7 METERS  S FROM A WITNESS POST.
 DU1153'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1974 ***********************************************************************
 DU1974  DESIGNATION -  CUTTER WATER TANK
 DU1974  PID         -  DU1974
 DU1974  STATE/COUNTY-  AZ/GILA
 DU1974  USGS QUAD   -  CUTTER (1979)
 DU1974
 DU1974                         *CURRENT SURVEY CONTROL
 DU1974  ___________________________________________________________________
 DU1974* NAD 83(1992)-  33 21 20.28850(N)    110 39 52.00069(W)     ADJUSTED  
 DU1974* NAVD 88     -              **(meters)            **(feet)            
 DU1974  ___________________________________________________________________
 DU1974  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DU1974  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DU1974  HORZ ORDER  -  THIRD
 DU1974
 DU1974.The horizontal coordinates were established by classical geodetic methods
 DU1974.and adjusted by the National Geodetic Survey in August 1993.
 DU1974
 DU1974
 DU1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1974
 DU1974.The geoid height was determined by GEOID03.
 DU1974
 DU1974;                    North         East     Units Scale Factor Converg.
 DU1974;SPC AZ E     -   261,300.960   167,032.973   MT  0.99992645   -0 16 25.3
 DU1974;SPC AZ E     -   857,286.61    548,008.44   iFT  0.99992645   -0 16 25.3
 DU1974;UTM  12      - 3,690,764.144   531,219.895   MT  0.99961202   +0 11 04.2
 DU1974
 DU1974                          SUPERSEDED SURVEY CONTROL
 DU1974
 DU1974  NAD 83(1986)-  33 21 20.28373(N)    110 39 52.00125(W) AD(       ) 4
 DU1974  NAD 27      -  33 21 20.08000(N)    110 39 49.62000(W) AD(       ) 3
 DU1974
 DU1974.Superseded values are not recommended for survey control.
 DU1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1974.See file dsdata.txt to determine how the superseded data were derived.
 DU1974
 DU1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3122090764(NAD 83)
 DU1974_MARKER: 51 = TANK
 DU1974
 DU1974  HISTORY     - Date     Condition        Report By
 DU1974  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1974  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 DU1974
 DU1974                          STATION DESCRIPTION
 DU1974
 DU1974'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1025 ***********************************************************************
 ES1025  DESIGNATION -  CV 3
 ES1025  PID         -  ES1025
 ES1025  STATE/COUNTY-  AZ/YAVAPAI
 ES1025  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1025
 ES1025                         *CURRENT SURVEY CONTROL
 ES1025  ___________________________________________________________________
 ES1025* NAD 83(1992)-  34 34 48.59226(N)    111 53 30.64560(W)     ADJUSTED  
 ES1025* NAVD 88     -      1019.6    (meters)    3345.     (feet)  VERTCON   
 ES1025  ___________________________________________________________________
 ES1025  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 ES1025  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ES1025  HORZ ORDER  -  SECOND
 ES1025
 ES1025.The horizontal coordinates were established by classical geodetic methods
 ES1025.and adjusted by the National Geodetic Survey in August 1993.
 ES1025
 ES1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1025
 ES1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1025
 ES1025.The geoid height was determined by GEOID03.
 ES1025
 ES1025;                    North         East     Units Scale Factor Converg.
 ES1025;SPC AZ C     -   397,003.975   215,637.118   MT  0.99990006   +0 00 50.7
 ES1025;SPC AZ C     - 1,302,506.48    707,470.86   iFT  0.99990006   +0 00 50.7
 ES1025;UTM  12      - 3,826,847.848   418,202.909   MT  0.99968247   -0 30 22.3
 ES1025
 ES1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1025!SPC AZ C     -   0.99984404  x   0.99990006  =   0.99974412
 ES1025!UTM  12      -   0.99984404  x   0.99968247  =   0.99952656
 ES1025
 ES1025:                Primary Azimuth Mark                     Grid Az
 ES1025:SPC AZ C     -  WICK                                     095 30 31.3
 ES1025:UTM  12      -  WICK                                     096 01 44.3
 ES1025
 ES1025|---------------------------------------------------------------------|
 ES1025| PID    Reference Object                     Distance      Geod. Az  |
 ES1025|                                                           dddmmss.s |
 ES1025| ES1022 WICK                                APPROX. 5.9 KM 0953122.0 |
 ES1025| CH3015 CV 2                                               1454346.5 |
 ES1025| CH3013 CV 3 RM 1                             8.563 METERS 17110     |
 ES1025| CH3014 CV 3 RM 2                             8.013 METERS 28728     |
 ES1025|---------------------------------------------------------------------|
 ES1025
 ES1025                          SUPERSEDED SURVEY CONTROL
 ES1025
 ES1025  NAD 83(1986)-  34 34 48.58745(N)    111 53 30.64216(W) AD(       ) 2
 ES1025  NAD 27      -  34 34 48.49460(N)    111 53 28.09740(W) AD(       ) 2
 ES1025  NGVD 29 (07/19/86) 1018.9    (m)         3343.     (f) VERT ANG    3  
 ES1025
 ES1025.Superseded values are not recommended for survey control.
 ES1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1025.See file dsdata.txt to determine how the superseded data were derived.
 ES1025
 ES1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1820326848(NAD 83)
 ES1025_MARKER: DS = TRIANGULATION STATION DISK
 ES1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1025
 ES1025  HISTORY     - Date     Condition        Report By
 ES1025  HISTORY     - 1959     MONUMENTED       CGS
 ES1025  HISTORY     - 1975     GOOD             USE
 ES1025  HISTORY     - 1979     GOOD             AZDT
 ES1025
 ES1025                          STATION DESCRIPTION
 ES1025
 ES1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1025'THE STATION IS LOCATED ON A LOW BRUSH COVERED HILL THAT IS ABOUT
 ES1025'3 MILES WEST OF CAMP VERDE, 1/2 MILE SOUTHWEST OF THE JUNCTION
 ES1025'OF STATE HIGHWAYS 79 AND 279 ON THE PROPERTY OF DAVIDSON AND SON.
 ES1025'
 ES1025'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO NORTH
 ES1025'FOR 0.3 MILE TO A Y-FORK, TAKE THE LEFT FORK (STATE HIGHWAY 279)
 ES1025'AND GO WEST FOR 2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 79,
 ES1025'CONTINUE WEST ON STATE HIGHWAY 279 TOWARD COTTONWOOD FOR 0.7 MILE
 ES1025'TO HIGHWAY MILEPOST 288 AND A TRACK ROAD LEFT, TURN LEFT, GO
 ES1025'SOUTHEAST UP A VERY STEEP HILL FOR 0.05 MILE TO THE TOP OF THE
 ES1025'RIDGE, TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH DOWN THE
 ES1025'RIDGE FOR 0.65 MILE TO THE END OF THE ROAD AND THE STATION.
 ES1025'
 ES1025'THE STATION MARK, STAMPED CV 3 1959, IS A STANDARD DISK SET IN
 ES1025'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 ES1025'INCHES.  IT IS 50 FEET SOUTH OF THE HIGHEST POINT OF THE HILL,
 ES1025'4.1 FEET SOUTHEAST OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN
 ES1025'THE HIGHEST POINT OF THE HILL.
 ES1025'
 ES1025'REFERENCE MARK NO. 1, STAMPED CV 3 NO 1 1959, IS A STANDARD DISK
 ES1025'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ES1025'3 INCHES.  IT IS 32.5 FEET SOUTHEAST OF A WITNESS POST AND ABOUT
 ES1025'3 FEET LOWER THAN THE STATION.
 ES1025'
 ES1025'REFERENCE MARK NO. 2, STAMPED CV 3 NO 2 1959, IS A STANDARD
 ES1025'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ES1025'PROJECTS 4 INCHES.  IT IS 23.5 FEET WEST OF A WITNESS POST AND
 ES1025'ABOUT 3 FEET LOWER THAN THE STATION.
 ES1025'
 ES1025'TRIANGULATION STATION WYE CAN BE USED FOR AN AZIMUTH MARK.
 ES1025'(SEE DESCRIPTION THEREOF).
 ES1025
 ES1025                          STATION RECOVERY (1975)
 ES1025
 ES1025'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 ES1025'CV-3 1959 RECOVERED GOOD.
 ES1025'
 ES1025'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF CAMP
 ES1025'VERDE.
 ES1025
 ES1025                          STATION RECOVERY (1979)
 ES1025
 ES1025'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1025'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE HIGHWAY 79 USED IN
 ES1025'THE 1959 DESCRIPTION IS NOW I-17.  THE DESCRIPTION IS OTHERWISE
 ES1025'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1849 ***********************************************************************
 CZ1849  DESIGNATION -  CWA 2
 CZ1849  PID         -  CZ1849
 CZ1849  STATE/COUNTY-  AZ/PIMA
 CZ1849  USGS QUAD   -  TUCSON (1992)
 CZ1849
 CZ1849                         *CURRENT SURVEY CONTROL
 CZ1849  ___________________________________________________________________
 CZ1849* NAD 83(1992)-  32 08 41.14430(N)    110 57 09.48957(W)     ADJUSTED  
 CZ1849* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 CZ1849  ___________________________________________________________________
 CZ1849  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CZ1849  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ1849  HORZ ORDER  -  SECOND
 CZ1849
 CZ1849.The horizontal coordinates were established by classical geodetic methods
 CZ1849.and adjusted by the National Geodetic Survey in August 1993.
 CZ1849
 CZ1849.The orthometric height was scaled from a topographic map.
 CZ1849
 CZ1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1849
 CZ1849.The geoid height was determined by GEOID03.
 CZ1849
 CZ1849;                    North         East     Units Scale Factor Converg.
 CZ1849;SPC AZ C     -   127,324.927   304,303.653   MT  1.00000196   +0 30 46.6
 CZ1849;SPC AZ C     -   417,732.70    998,371.56   iFT  1.00000196   +0 30 46.6
 CZ1849;UTM  12      - 3,556,482.668   504,466.741   MT  0.99960025   +0 01 30.7
 CZ1849
 CZ1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1849!SPC AZ C     -   0.99988284  x   1.00000196  =   0.99988480
 CZ1849!UTM  12      -   0.99988284  x   0.99960025  =   0.99948313
 CZ1849
 CZ1849:                Primary Azimuth Mark                     Grid Az
 CZ1849:SPC AZ C     -  CWA 2 RM 3 AZIMUTH                       080 12 07.0
 CZ1849:UTM  12      -  CWA 2 RM 3 AZIMUTH                       080 41 22.9
 CZ1849
 CZ1849|---------------------------------------------------------------------|
 CZ1849| PID    Reference Object                     Distance      Geod. Az  |
 CZ1849|                                                           dddmmss.s |
 CZ1849| CC7229 CWA 2 RM 3 AZIMUTH                                 0804253.6 |
 CZ1849| CC7227 CWA 2 RM 1                           15.168 METERS 19432     |
 CZ1849| CC7228 CWA 2 RM 2                           29.335 METERS 27905     |
 CZ1849| CZ1847 TUCSON VETERANS HOSPITAL 51 TK      APPROX. 4.5 KM 3482339.0 |
 CZ1849|---------------------------------------------------------------------|
 CZ1849
 CZ1849                          SUPERSEDED SURVEY CONTROL
 CZ1849
 CZ1849  NAD 83(1986)-  32 08 41.14102(N)    110 57 09.48705(W) AD(       ) 2
 CZ1849  NAD 27      -  32 08 40.86200(N)    110 57 07.15600(W) AD(       ) 2
 CZ1849
 CZ1849.Superseded values are not recommended for survey control.
 CZ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1849.See file dsdata.txt to determine how the superseded data were derived.
 CZ1849
 CZ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0446756483(NAD 83)
 CZ1849_MARKER: DS = TRIANGULATION STATION DISK
 CZ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1849
 CZ1849  HISTORY     - Date     Condition        Report By
 CZ1849  HISTORY     - 1935     MONUMENTED       AZHD
 CZ1849  HISTORY     - 1950     GOOD             CGS
 CZ1849  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 CZ1849
 CZ1849                          STATION DESCRIPTION
 CZ1849
 CZ1849'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1935 (EBL)
 CZ1849'ABOUT 2-1/2 MILES, AIR LINE, SOUTH OF TUCSON, AND ABOUT
 CZ1849'ONE-HALF MILE, AIR LINE, EAST OF U.S. HIGHWAY NO. 89.  TO
 CZ1849'REACH FROM THE JUNCTION OF HIGHWAY NO. 89 AND DREXEL ROAD,
 CZ1849'GO EAST FOR 0.5 MILE, TURN RIGHT (SOUTH) AND GO 0.2 MILE
 CZ1849'AND TURN LEFT (EAST) AND GO 0.1 MILE TO STATION ON SOUTH
 CZ1849'SIDE OF ROAD.  STATION MARK IS STANDARD DISK OF THE COAST
 CZ1849'AND GEODETIC SURVEY AND STATE SURVEY STAMPED 2, SET IN
 CZ1849'CONCRETE POST.  REFERENCE MARK NO. 1 (1935), A STANDARD BRONZE
 CZ1849'REFERENCE DISK, IS 15.168 METERS (49.76 FEET) FROM
 CZ1849'STATION S 14 DEG 32 MIN W. REFERENCE MARK NO. 2
 CZ1849'(1935), A STANDARD BRONZE REFERENCE DISK, IS
 CZ1849'29.335 METERS (96.24 FEET) FROM STATION  S 80 45
 CZ1849'MIN W.  AZIMUTH MARK (1935) (REFERENCE MARK NO. 3), A
 CZ1849'STANDARD BRONZE DISK, IS ON THE NORTH SIDE OF ROAD
 CZ1849'0.4 MILE FROM STATION  S 80 DEG 42 MIN 53 SEC W.
 CZ1849
 CZ1849                          STATION RECOVERY (1950)
 CZ1849
 CZ1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBG)
 CZ1849'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CZ1849'BY E.B. LATHAM IN 1935.  THE DESCRIPTION IS ADEQUATE.  WITNESS
 CZ1849'POST NOT NEEDED.
 CZ1849
 CZ1849                          STATION RECOVERY (2000)
 CZ1849
 CZ1849'RECOVERY NOTE BY US POWER SQUADRON 2000
 CZ1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC8089 ***********************************************************************
 AC8089  DESIGNATION -  CWA RESET
 AC8089  PID         -  AC8089
 AC8089  STATE/COUNTY-  AZ/PIMA
 AC8089  USGS QUAD   -  TUCSON EAST (1992)
 AC8089
 AC8089                         *CURRENT SURVEY CONTROL
 AC8089  ___________________________________________________________________
 AC8089* NAD 83(1992)-  32 08 01.99436(N)    110 51 29.40451(W)     ADJUSTED  
 AC8089* NAVD 88     -              **(meters)            **(feet)            
 AC8089  ___________________________________________________________________
 AC8089  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 AC8089  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AC8089  HORZ ORDER  -  SECOND
 AC8089
 AC8089.The horizontal coordinates were established by classical geodetic methods
 AC8089.and adjusted by the National Geodetic Survey in August 1993.
 AC8089
 AC8089
 AC8089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8089
 AC8089.The geoid height was determined by GEOID03.
 AC8089
 AC8089;                    North         East     Units Scale Factor Converg.
 AC8089;SPC AZ C     -   126,202.741   313,227.754   MT  1.00002296   +0 33 47.0
 AC8089;SPC AZ C     -   414,050.99  1,027,650.11   iFT  1.00002296   +0 33 47.0
 AC8089;UTM  12      - 3,555,285.056   513,377.300   MT  0.99960221   +0 04 31.6
 AC8089
 AC8089|---------------------------------------------------------------------|
 AC8089| PID    Reference Object                     Distance      Geod. Az  |
 AC8089|                                                           dddmmss.s |
 AC8089| CZ0069 CWA RM 1                             18.421 METERS 16710     |
 AC8089| CZ0067 CWA RM 3 AZIMUTH                                   1744726.9 |
 AC8089| CZ1830 WILMOT RM 3                         APPROX. 2.1 KM 1800656.6 |
 AC8089| CZ0070 CWA RM 2                             17.283 METERS 26426     |
 AC8089|---------------------------------------------------------------------|
 AC8089
 AC8089                          SUPERSEDED SURVEY CONTROL
 AC8089
 AC8089  NAD 83(1986)-  32 08 01.99210(N)    110 51 29.40134(W) AD(       ) 2
 AC8089
 AC8089.Superseded values are not recommended for survey control.
 AC8089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8089.See file dsdata.txt to determine how the superseded data were derived.
 AC8089
 AC8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1337755285(NAD 83)
 AC8089_MARKER: DS = TRIANGULATION STATION DISK
 AC8089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AC8089_STAMPING: CWA 1935 1982
 AC8089_MARK LOGO: NGS   
 AC8089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8089+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 AC8089
 AC8089  HISTORY     - Date     Condition        Report By
 AC8089  HISTORY     - 1982     MONUMENTED       CGS
 AC8089  HISTORY     - 20080822 GOOD             GEOCAC
 AC8089
 AC8089                          STATION DESCRIPTION
 AC8089
 AC8089'DESCRIBED BY COAST AND GEODETIC SURVEY 1982 (GH)
 AC8089'THE STATION MARK WAS RECOVERED WITH THE DISK MISSING.  REFERENCE MARKS
 AC8089'1 AND 2 AND THE AZ1MUTH MARK WERE RECOVERED AS DESCRIBED.  TREES ARE
 AC8089'ON LINE BETWEEN THE AZ1MUTH MARK AND THE STATION.  A NEW STATION DISK
 AC8089'STAMPED---CWA 1935 1982---WAS SET IN THE OLD MARK HOLE IN THE POST ON
 AC8089'THE ORIGIONAL POSITION.
 AC8089'
 AC8089'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND WILMOT ROAD
 AC8089'INTERCHANGE IN TUCSON, TRAVEL NORTH ALONG WILMOT ROAD 1.0 MILE TO A
 AC8089'RAILROAD CROSSING, CONTINUE NORTH FOR 0.15 MILES TO THE TOP OF A SMALL
 AC8089'RISE AND THE STATION ON THE LEFT.
 AC8089
 AC8089                          STATION RECOVERY (2008)
 AC8089
 AC8089'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 AC8089'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 AC8089'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0069 ***********************************************************************
 CZ0069  DESIGNATION -  CWA RM 1
 CZ0069  PID         -  CZ0069
 CZ0069  STATE/COUNTY-  AZ/PIMA
 CZ0069  USGS QUAD   -  TUCSON EAST (1992)
 CZ0069
 CZ0069                         *CURRENT SURVEY CONTROL
 CZ0069  ___________________________________________________________________
 CZ0069* NAD 83(1986)-  32 08 02.     (N)    110 51 29.     (W)     SCALED    
 CZ0069* NAVD 88     -       841.299  (meters)    2760.16   (feet)  ADJUSTED  
 CZ0069  ___________________________________________________________________
 CZ0069  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0069  DYNAMIC HT  -         840.104 (meters)    2756.24  (feet)  COMP
 CZ0069  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 CZ0069
 CZ0069  VERT ORDER  -  FIRST     CLASS II
 CZ0069
 CZ0069.The horizontal coordinates were scaled from a topographic map and have
 CZ0069.an estimated accuracy of +/- 6 seconds.
 CZ0069
 CZ0069.The orthometric height was determined by differential leveling
 CZ0069.and adjusted in June 1991.
 CZ0069
 CZ0069.The geoid height was determined by GEOID03.
 CZ0069
 CZ0069.The dynamic height is computed by dividing the NAVD 88
 CZ0069.geopotential number by the normal gravity value computed on the
 CZ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0069.degrees latitude (g = 980.6199 gals.).
 CZ0069
 CZ0069.The modeled gravity was interpolated from observed gravity values.
 CZ0069
 CZ0069;                    North         East    Units  Estimated Accuracy
 CZ0069;SPC AZ C     -   126,200.      313,240.      MT  (+/- 180 meters Scaled)
 CZ0069
 CZ0069                          SUPERSEDED SURVEY CONTROL
 CZ0069
 CZ0069  NGVD 29 (??/??/92)  840.652  (m)         2758.04   (f) ADJ UNCH    1 2
 CZ0069
 CZ0069.Superseded values are not recommended for survey control.
 CZ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0069.See file dsdata.txt to determine how the superseded data were derived.
 CZ0069
 CZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA133552(NAD 83)
 CZ0069_MARKER: DR = REFERENCE MARK DISK
 CZ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0069_STAMPING: C.W.A. NO 1 1935
 CZ0069_PROJECTION: PROJECTING 13 CENTIMETERS
 CZ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0069+STABILITY: SURFACE MOTION
 CZ0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0069+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0069
 CZ0069  HISTORY     - Date     Condition        Report By
 CZ0069  HISTORY     - 1935     MONUMENTED       CGS
 CZ0069  HISTORY     - 1952     GOOD             NGS
 CZ0069  HISTORY     - 1960     GOOD             NGS
 CZ0069  HISTORY     - 1979     GOOD             NGS
 CZ0069  HISTORY     - 19970204 GOOD             USPSQD
 CZ0069  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0069
 CZ0069                          STATION DESCRIPTION
 CZ0069
 CZ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0069'10.4 MI SE FROM TUCSON.
 CZ0069'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0069'THE STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG THE WILMOT ROAD,
 CZ0069'60.4 FEET SOUTH OF THE C.W.A. TRIANGULATION STATION, 45 FEET WEST OF
 CZ0069'THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF THE CENTER OF A GATE, 7
 CZ0069'FEET WEST OF THE FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CZ0069'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0069
 CZ0069                          STATION RECOVERY (1960)
 CZ0069
 CZ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0069'RECOVERED IN GOOD CONDITION.
 CZ0069
 CZ0069                          STATION RECOVERY (1979)
 CZ0069
 CZ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0069'10.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0069'STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG WILMOT ROAD, AT THE
 CZ0069'SUMMIT OF A SMALL GRADE, 42.5 FEET WEST OF THE CENTERLINE OF THE
 CZ0069'ROAD, 151 FEET SOUTH OF THE FIRST POWER LINE POLE NUMBER 6602 SOUTH
 CZ0069'OF A POWER LINE POLE JUNCTION AND 88 FEET SOUTHEAST OF RM 2.
 CZ0069'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CZ0069'THE MARK IS 2 FT ABOVE THE ROAD.
 CZ0069
 CZ0069                          STATION RECOVERY (1997)
 CZ0069
 CZ0069'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0069'RECOVERED IN GOOD CONDITION.
 CZ0069
 CZ0069                          STATION RECOVERY (2008)
 CZ0069
 CZ0069'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0070 ***********************************************************************
 CZ0070  DESIGNATION -  CWA RM 2
 CZ0070  PID         -  CZ0070
 CZ0070  STATE/COUNTY-  AZ/PIMA
 CZ0070  USGS QUAD   -  TUCSON EAST (1992)
 CZ0070
 CZ0070                         *CURRENT SURVEY CONTROL
 CZ0070  ___________________________________________________________________
 CZ0070* NAD 83(1986)-  32 08 02.     (N)    110 51 29.     (W)     SCALED    
 CZ0070* NAVD 88     -       841.106  (meters)    2759.53   (feet)  ADJUSTED  
 CZ0070  ___________________________________________________________________
 CZ0070  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0070  DYNAMIC HT  -         839.912 (meters)    2755.61  (feet)  COMP
 CZ0070  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 CZ0070
 CZ0070  VERT ORDER  -  FIRST     CLASS II
 CZ0070
 CZ0070.The horizontal coordinates were scaled from a topographic map and have
 CZ0070.an estimated accuracy of +/- 6 seconds.
 CZ0070
 CZ0070.The orthometric height was determined by differential leveling
 CZ0070.and adjusted in June 1991.
 CZ0070
 CZ0070.The geoid height was determined by GEOID03.
 CZ0070
 CZ0070.The dynamic height is computed by dividing the NAVD 88
 CZ0070.geopotential number by the normal gravity value computed on the
 CZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0070.degrees latitude (g = 980.6199 gals.).
 CZ0070
 CZ0070.The modeled gravity was interpolated from observed gravity values.
 CZ0070
 CZ0070;                    North         East    Units  Estimated Accuracy
 CZ0070;SPC AZ C     -   126,200.      313,240.      MT  (+/- 180 meters Scaled)
 CZ0070
 CZ0070                          SUPERSEDED SURVEY CONTROL
 CZ0070
 CZ0070  NGVD 29 (??/??/92)  840.461  (m)         2757.41   (f) ADJ UNCH    1 2
 CZ0070
 CZ0070.Superseded values are not recommended for survey control.
 CZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0070.See file dsdata.txt to determine how the superseded data were derived.
 CZ0070
 CZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA133552(NAD 83)
 CZ0070_MARKER: DR = REFERENCE MARK DISK
 CZ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0070_STAMPING: C.W.A. NO 2 1935
 CZ0070_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0070+STABILITY: SURFACE MOTION
 CZ0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0070+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0070
 CZ0070  HISTORY     - Date     Condition        Report By
 CZ0070  HISTORY     - 1935     MONUMENTED       CGS
 CZ0070  HISTORY     - 1952     GOOD             NGS
 CZ0070  HISTORY     - 1960     GOOD             NGS
 CZ0070  HISTORY     - 1979     GOOD             NGS
 CZ0070  HISTORY     - 19970204 GOOD             USPSQD
 CZ0070  HISTORY     - 20060315 GOOD             USPSQD
 CZ0070  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0070
 CZ0070                          STATION DESCRIPTION
 CZ0070
 CZ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0070'10.4 MI SE FROM TUCSON.
 CZ0070'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0070'THE STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG THE WILMOT ROAD,
 CZ0070'68.4 FEET SOUTHEAST OF A WINDMILL, 56.7 FEET WEST OF C.W.A.
 CZ0070'TRIANGULATION STATION, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CZ0070'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0070
 CZ0070                          STATION RECOVERY (1960)
 CZ0070
 CZ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0070'RECOVERED IN GOOD CONDITION.
 CZ0070
 CZ0070                          STATION RECOVERY (1979)
 CZ0070
 CZ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0070'10.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0070'STATION AT TUCSON, THENCE 0.3 MILE NORTH ALONG WILMOT ROAD, AT THE
 CZ0070'SUMMIT OF A SMALL GRADE, 113 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CZ0070'68.5 FEET NORTHWEST OF THE CENTER OF A 6-INCH WELL CASING PROJECTING
 CZ0070'2 FEET, 130 FEET SOUTHWEST OF THE FIRST POWER LINE POLE (NUMBER 6602)
 CZ0070'SOUTH OF A POWER LINE JUNCTION POLE.
 CZ0070'THE MARK IS 88 FT  NW FROM A WITNESS POST.
 CZ0070'THE MARK IS 1 FT ABOVE THE ROAD.
 CZ0070
 CZ0070                          STATION RECOVERY (1997)
 CZ0070
 CZ0070'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0070'RECOVERED IN GOOD CONDITION.
 CZ0070
 CZ0070                          STATION RECOVERY (2006)
 CZ0070
 CZ0070'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0070'RECOVERED AS DESCRIBED.
 CZ0070
 CZ0070                          STATION RECOVERY (2008)
 CZ0070
 CZ0070'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0067 ***********************************************************************
 CZ0067  DESIGNATION -  CWA RM 3 AZIMUTH
 CZ0067  PID         -  CZ0067
 CZ0067  STATE/COUNTY-  AZ/PIMA
 CZ0067  USGS QUAD   -  TUCSON EAST (1992)
 CZ0067
 CZ0067                         *CURRENT SURVEY CONTROL
 CZ0067  ___________________________________________________________________
 CZ0067* NAD 83(1986)-  32 07 49.     (N)    110 51 28.     (W)     SCALED    
 CZ0067* NAVD 88     -       840.855  (meters)    2758.71   (feet)  ADJUSTED  
 CZ0067  ___________________________________________________________________
 CZ0067  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CZ0067  DYNAMIC HT  -         839.660 (meters)    2754.78  (feet)  COMP
 CZ0067  MODELED GRAV-     979,190.3   (mgal)                       NAVD 88
 CZ0067
 CZ0067  VERT ORDER  -  FIRST     CLASS II
 CZ0067
 CZ0067.The horizontal coordinates were scaled from a topographic map and have
 CZ0067.an estimated accuracy of +/- 6 seconds.
 CZ0067
 CZ0067.The orthometric height was determined by differential leveling
 CZ0067.and adjusted in June 1991.
 CZ0067
 CZ0067.The geoid height was determined by GEOID03.
 CZ0067
 CZ0067.The dynamic height is computed by dividing the NAVD 88
 CZ0067.geopotential number by the normal gravity value computed on the
 CZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0067.degrees latitude (g = 980.6199 gals.).
 CZ0067
 CZ0067.The modeled gravity was interpolated from observed gravity values.
 CZ0067
 CZ0067;                    North         East    Units  Estimated Accuracy
 CZ0067;SPC AZ C     -   125,800.      313,270.      MT  (+/- 180 meters Scaled)
 CZ0067
 CZ0067                          SUPERSEDED SURVEY CONTROL
 CZ0067
 CZ0067.No superseded survey control is available for this station.
 CZ0067
 CZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134548(NAD 83)
 CZ0067_MARKER: DR = REFERENCE MARK DISK
 CZ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0067_STAMPING: C.W.A. NO 3 1935
 CZ0067_PROJECTION: FLUSH
 CZ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0067+STABILITY: SURFACE MOTION
 CZ0067
 CZ0067  HISTORY     - Date     Condition        Report By
 CZ0067  HISTORY     - 1935     MONUMENTED       CGS
 CZ0067  HISTORY     - 1952     GOOD             NGS
 CZ0067  HISTORY     - 1960     GOOD             NGS
 CZ0067  HISTORY     - 1979     GOOD             NGS
 CZ0067  HISTORY     - 19970204 GOOD             USPSQD
 CZ0067
 CZ0067                          STATION DESCRIPTION
 CZ0067
 CZ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0067'10.2 MI SE FROM TUCSON.
 CZ0067'10.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0067'THE STATION AT TUCSON, THENCE 0.1 MILE NORTH ALONG THE WILMOT ROAD, 30
 CZ0067'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS
 CZ0067'POST, 0.6 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CZ0067'PROJECTING 0.3 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 CZ0067
 CZ0067                          STATION RECOVERY (1960)
 CZ0067
 CZ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0067'RECOVERED IN GOOD CONDITION.
 CZ0067
 CZ0067                          STATION RECOVERY (1979)
 CZ0067
 CZ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0067'10.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0067'STATION AT TUCSON, THENCE 0.1 MILE NORTH ALONG WILMOT ROAD, 32 FEET
 CZ0067'EAST OF THE CENTERLINE OF THE ROAD, 57 FEET EAST OF AND ACROSS THE
 CZ0067'ROAD FROM THE FOURTH POWER LINE POLE NORTH OF THE RAIL ROAD CROSSING
 CZ0067'AND 0.6 FEET EAST OF A FENCE.
 CZ0067'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CZ0067'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0067
 CZ0067                          STATION RECOVERY (1997)
 CZ0067
 CZ0067'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1030 ***********************************************************************
 FS1030  DESIGNATION -  CYCLOPIC
 FS1030  PID         -  FS1030
 FS1030  STATE/COUNTY-  AZ/MOHAVE
 FS1030  USGS QUAD   -  SENATOR MOUNTAIN (1989)
 FS1030
 FS1030                         *CURRENT SURVEY CONTROL
 FS1030  ___________________________________________________________________
 FS1030* NAD 83(1992)-  35 47 11.59897(N)    114 16 11.44856(W)     ADJUSTED  
 FS1030* NAVD 88     -      1517.5    (meters)    4979.     (feet)  VERTCON   
 FS1030  ___________________________________________________________________
 FS1030  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 FS1030  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FS1030  HORZ ORDER  -  SECOND
 FS1030
 FS1030.The horizontal coordinates were established by classical geodetic methods
 FS1030.and adjusted by the National Geodetic Survey in August 1993.
 FS1030
 FS1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1030
 FS1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1030
 FS1030.The geoid height was determined by GEOID03.
 FS1030
 FS1030;                    North         East     Units Scale Factor Converg.
 FS1030;SPC AZ W     -   530,974.431   166,365.643   MT  0.99996054   -0 18 14.4
 FS1030;SPC AZ W     - 1,742,042.10    545,819.04   iFT  0.99996054   -0 18 14.4
 FS1030;UTM  11      - 3,963,714.054   746,753.334   MT  1.00035034   +1 35 50.3
 FS1030
 FS1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1030!SPC AZ W     -   0.99976622  x   0.99996054  =   0.99972677
 FS1030!UTM  11      -   0.99976622  x   1.00035034  =   1.00011648
 FS1030
 FS1030:                Primary Azimuth Mark                     Grid Az
 FS1030:SPC AZ W     -  GOLD BUTTE                               002 57 08.3
 FS1030:UTM  11      -  GOLD BUTTE                               001 03 03.6
 FS1030
 FS1030|---------------------------------------------------------------------|
 FS1030| PID    Reference Object                     Distance      Geod. Az  |
 FS1030|                                                           dddmmss.s |
 FS1030| GR1837 GOLD BUTTE                          APPROX.40.2 KM 0023853.9 |
 FS1030| CC4607 CYCLOPIC RM 1                         9.853 METERS 07629     |
 FS1030| CC4606 CYCLOPIC AZ MK                                     1591506.2 |
 FS1030| CC4608 CYCLOPIC RM 2                         7.208 METERS 20225     |
 FS1030| FS1028 SENATOR MOUNTAIN CAIRN              APPROX. 7.0 KM 3215954.5 |
 FS1030|---------------------------------------------------------------------|
 FS1030
 FS1030                          SUPERSEDED SURVEY CONTROL
 FS1030
 FS1030  NAD 83(1986)-  35 47 11.59044(N)    114 16 11.44459(W) AD(       ) 2
 FS1030  NAD 27      -  35 47 11.62500(N)    114 16 08.57900(W) AD(       ) 2
 FS1030  NGVD 29 (07/19/86) 1516.7    (m)         4976.     (f) VERT ANG    3  
 FS1030
 FS1030.Superseded values are not recommended for survey control.
 FS1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1030.See file dsdata.txt to determine how the superseded data were derived.
 FS1030
 FS1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4675363714(NAD 83)
 FS1030_MARKER: Z = SEE DESCRIPTION
 FS1030_SETTING: 0 = UNSPECIFIED SETTING
 FS1030
 FS1030  HISTORY     - Date     Condition        Report By
 FS1030  HISTORY     - 1950     MONUMENTED       CGS
 FS1030
 FS1030                          STATION DESCRIPTION
 FS1030
 FS1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1030'THE STATION IS LOCATED ON A KNOLL OF THE RANGE OF MOUNTAINS
 FS1030'ABOUT 6 MILES WEST OF THE HUALPAI WASH, 1.25 MILES WEST OF THE
 FS1030'OLD CYCLOPIC MILL SITE, 0.50 MILE NORTH OF A PIPE LINE CROSSING
 FS1030'OVER THE RANGE OF MOUNTAINS CARRYING WATER FROM THE CYCLOPIC PUMP
 FS1030'LOCATION TO THE MILL SITE, ABOUT 200 YARDS NORTHEAST OF WHERE
 FS1030'ROAD CROSSES CREST OF HILL.
 FS1030'
 FS1030'TO REACH THE STATION FROM THE R.R. DEPOT IN KINGMAN GO NORTHWEST
 FS1030'ON U.S. HIGHWAY 93-466 19.0 MILES TO THE INTERSECTION OF STATE
 FS1030'HIGHWAY 62, CONTINUE ON U.S. HIGHWAY 93-466 10.9 MILES TO ITS
 FS1030'INTERSECTION WITH THE PIERCES FERRY ROAD.  TURN RIGHT ONTO THE
 FS1030'PIERCES FERRY ROAD AND CONTINUE 16.2 MILES ON THE MAIN TRAVELED
 FS1030'ROAD TO Y-FORKS, TURN LEFT, NORTH, OFF THE PIERCES FERRY ROAD.
 FS1030'CONTINUE TRACK ROAD 3.6 MILES AND PASS THROUGH WIRE GATE,
 FS1030'GO 4.3 MILES TO FORKS OF ROAD AT WORKINGS OF OLD CYCLOPIC MINE
 FS1030'AND MILL SITE, TURN LEFT AND FOLLOW OLD ROAD UP GRADE 1.6
 FS1030'MILES TO CREST OF MOUNTAINS AND END OF TRUCK TRAVEL.  FROM ETT
 FS1030'THE STATION IS NORTH ALONG RIDGE 0.20 MILE.  THE AZIMUTH
 FS1030'MARK IS .10 MILE ALONG OLD TRACK ROAD LEADING SOUTH ON TOP
 FS1030'OF RIDGE.  A 10 MINUTE PACK.
 FS1030'
 FS1030'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1030'THE TOP OF A GRANITE BOULDER PROJECTING 15 INCHES AND ABOUT 2
 FS1030'FOOT LOWER THAN THE STATION, IS STAMPED CYCLOPIC NO 1 1947.
 FS1030'
 FS1030'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1030'IN THE TOP OF A GRANITE BOULDER PROJECTING 4 INCHES AND ABOUT
 FS1030'2 FOOT LOWER THAN THE STATION, IS STAMPED CYCLOPIC NO 2 1947.
 FS1030'
 FS1030'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FS1030'TOP OF A GRANITE BOULDER LOCATED ON THE NORTHEAST SIDE OF THE
 FS1030'HIGHEST KNOLL SOUTH OF THE STATION, 10 FEET EAST OF A SMALL
 FS1030'CAIRN, 2 FEET NORTH OF A YUCCA TREE, IS STAMPED CYCLOPIC 1947.
 FS1030'
 FS1030'STATION MARKS WERE SET IN 1947 BUT NOT LOCATED UNTIL 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1016 ***********************************************************************
 ET1016  DESIGNATION -  CYPRESS
 ET1016  PID         -  ET1016
 ET1016  STATE/COUNTY-  AZ/YAVAPAI
 ET1016  USGS QUAD   -  BEHM MESA (1986)
 ET1016
 ET1016                         *CURRENT SURVEY CONTROL
 ET1016  ___________________________________________________________________
 ET1016* NAD 83(1992)-  34 40 06.38391(N)    113 01 43.05350(W)     ADJUSTED  
 ET1016* NAVD 88     -      1904.     (meters)    6247.     (feet)  SCALED    
 ET1016  ___________________________________________________________________
 ET1016  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 ET1016  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 ET1016  HORZ ORDER  -  SECOND
 ET1016
 ET1016.The horizontal coordinates were established by classical geodetic methods
 ET1016.and adjusted by the National Geodetic Survey in August 1993.
 ET1016
 ET1016.The orthometric height was scaled from a topographic map.
 ET1016
 ET1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1016
 ET1016.The geoid height was determined by GEOID03.
 ET1016
 ET1016;                    North         East     Units Scale Factor Converg.
 ET1016;SPC AZ C     -   407,357.987   111,451.432   MT  1.00002796   -0 37 57.2
 ET1016;SPC AZ C     - 1,336,476.34    365,654.30   iFT  1.00002796   -0 37 57.2
 ET1016;UTM  12      - 3,838,147.526   314,127.109   MT  1.00002585   -1 09 15.4
 ET1016
 ET1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1016!SPC AZ C     -   0.99970554  x   1.00002796  =   0.99973349
 ET1016!UTM  12      -   0.99970554  x   1.00002585  =   0.99973139
 ET1016
 ET1016                          SUPERSEDED SURVEY CONTROL
 ET1016
 ET1016  NAD 83(1986)-  34 40 06.38309(N)    113 01 43.05886(W) AD(       ) 2
 ET1016  NAD 27      -  34 40 06.30900(N)    113 01 40.37500(W) AD(       ) 2
 ET1016
 ET1016.Superseded values are not recommended for survey control.
 ET1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1016.See file dsdata.txt to determine how the superseded data were derived.
 ET1016
 ET1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1412738148(NAD 83)
 ET1016_MARKER: DD = SURVEY DISK
 ET1016_SETTING: 66 = SET IN ROCK OUTCROP
 ET1016_SP_SET: SET IN BEDROCK
 ET1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1016+STABILITY: POSITION/ELEVATION WELL
 ET1016
 ET1016  HISTORY     - Date     Condition        Report By
 ET1016  HISTORY     - 1944     MONUMENTED       USGS
 ET1016
 ET1016                          STATION DESCRIPTION
 ET1016
 ET1016'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (EHB)
 ET1016'STATION IS LOCATED ABOUT 32 MILES W AND 9 MILES N OF PRESCOTT,
 ET1016'ON THE W ONE OF THE TWO HIGHEST POINTS ON CYPRESS RIDGE.
 ET1016'
 ET1016'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 ET1016'DISK SET IN BEDROCK AND IS STAMPED CYPRESS 1944.  IT IS 4.372
 ET1016'METERS (14.340 FEET) ESE OF U.S.C. AND G.S. STATION CYPRESS
 ET1016'AND ABOUT 1 FOOT HIGHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1017 ***********************************************************************
 ET1017  DESIGNATION -  CYPRESS
 ET1017  PID         -  ET1017
 ET1017  STATE/COUNTY-  AZ/YAVAPAI
 ET1017  USGS QUAD   -  BEHM MESA (1986)
 ET1017
 ET1017                         *CURRENT SURVEY CONTROL
 ET1017  ___________________________________________________________________
 ET1017* NAD 83(1992)-  34 40 06.51669(N)    113 01 43.11403(W)     ADJUSTED  
 ET1017* NAVD 88     -      1904.0    (meters)    6247.     (feet)  VERTCON   
 ET1017  ___________________________________________________________________
 ET1017  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 ET1017  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 ET1017  HORZ ORDER  -  FIRST
 ET1017
 ET1017.The horizontal coordinates were established by classical geodetic methods
 ET1017.and adjusted by the National Geodetic Survey in August 1993.
 ET1017
 ET1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1017
 ET1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1017
 ET1017.The geoid height was determined by GEOID03.
 ET1017
 ET1017;                    North         East     Units Scale Factor Converg.
 ET1017;SPC AZ C     -   407,362.096   111,449.936   MT  1.00002797   -0 37 57.3
 ET1017;SPC AZ C     - 1,336,489.82    365,649.40   iFT  1.00002797   -0 37 57.3
 ET1017;UTM  12      - 3,838,151.648   314,125.651   MT  1.00002585   -1 09 15.4
 ET1017
 ET1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1017!SPC AZ C     -   0.99970553  x   1.00002797  =   0.99973349
 ET1017!UTM  12      -   0.99970553  x   1.00002585  =   0.99973137
 ET1017
 ET1017:                Primary Azimuth Mark                     Grid Az
 ET1017:SPC AZ C     -  CYPRESS AZ MK                            004 02 41.0
 ET1017:UTM  12      -  CYPRESS AZ MK                            004 33 59.1
 ET1017
 ET1017|---------------------------------------------------------------------|
 ET1017| PID    Reference Object                     Distance      Geod. Az  |
 ET1017|                                                           dddmmss.s |
 ET1017| CH3016 CYPRESS AZ MK                                      0032443.7 |
 ET1017| ET1012 WEATHER BUREAU HOUSE                APPROX.21.1 KM 0283153.9 |
 ET1017| CH3017 CYPRESS RM 1                          2.993 METERS 09949     |
 ET1017| ET1016 CYPRESS                               4.372 METERS 15922     |
 ET1017|---------------------------------------------------------------------|
 ET1017
 ET1017                          SUPERSEDED SURVEY CONTROL
 ET1017
 ET1017  NAD 83(1986)-  34 40 06.51586(N)    113 01 43.11939(W) AD(       ) 1
 ET1017  NAD 27      -  34 40 06.44200(N)    113 01 40.43600(W) AD(       ) 1
 ET1017  NGVD 29 (07/19/86) 1903.1    (m)         6244.     (f) VERT ANG    3  
 ET1017
 ET1017.Superseded values are not recommended for survey control.
 ET1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1017.See file dsdata.txt to determine how the superseded data were derived.
 ET1017
 ET1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1412638152(NAD 83)
 ET1017_MARKER: DS = TRIANGULATION STATION DISK
 ET1017_SETTING: 66 = SET IN ROCK OUTCROP
 ET1017
 ET1017  HISTORY     - Date     Condition        Report By
 ET1017  HISTORY     - 1944     MONUMENTED       CGS
 ET1017  HISTORY     - 1972     GOOD             AZHD
 ET1017
 ET1017                          STATION DESCRIPTION
 ET1017
 ET1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1017'STATION IS ABOUT 32 MILES W AND 9 MILES N OF PRESCOTT.  IT
 ET1017'IS ON THE W ONE OF THE TWO HIGHEST POINTS ON CYPRESS RIDGE.
 ET1017'
 ET1017'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 ET1017'AND IS STAMPED CYPRESS 1944.
 ET1017'
 ET1017'REFERENCE MARK 1 IS REFERENCE MARK FOR CYPRESS (U.S.G.S.)
 ET1017'AND IS A USGS REFERENCE DISK.  IT IS ABOUT 2 FEET LOWER IN
 ET1017'ELEVATION THAN STATION MARK AND IS STAMPED NO 1.  THE ARROW
 ET1017'POINTS TOWARD THE U.S.G.S. STATION.
 ET1017'
 ET1017'REFERENCE MARK 2 IS STATION CYPRESS (U.S.G.S.)
 ET1017'
 ET1017'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE BOULDER
 ET1017'AND IS STAMPED CYPRESS 1944.
 ET1017'
 ET1017'TO REACH STATION FROM PRESCOTT, FOLLOW THE WALNUT CREEK ROAD
 ET1017'FOR 19.0 MILES FROM THE MILLER VALLEY SCHOOL TO A FORKS AT A
 ET1017'SIGN C.C.C. CAMP.  KEEP RIGHT AND CONTINUE FOR 4.8 MILES TO
 ET1017'A ROAD LEADING LEFT TOWARD THE YOLO RANCH, TURN LEFT AND FOLLOW
 ET1017'THE MAIN ROAD FOR 15.6 MILES TO A POST OFFICE ON THE RIGHT
 ET1017'SIDE, CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO A FORKS AND
 ET1017'SIGNS HILL RANCH AND YOLO RANCH, TAKE THE LEFT FORK AND
 ET1017'CONTINUE FOR 2.9 MILES TO A ROAD LEADING TO THE LEFT.  TURN
 ET1017'LEFT AND CONTINUE FOR 0.9 MILE TO A FORKS (THE RIGHT FORK CAN
 ET1017'BE SEEN TO LEAD TO A SMALL CABIN ABOUT 1/2 MILE AWAY), TAKE
 ET1017'THE LEFT FORK AND FOLLOW TRACK ROAD FOR 5.6 MILES TO A
 ET1017'FENCE AND GATE AT THE FOREST BOUNDARY.  CONTINUE 0.5 MILE,
 ET1017'KEEP RIGHT AND CONTINUE FOR 1.7 MILES TO A CABIN ON THE LEFT.
 ET1017'THIS TAKES ONE DOWN INTO A DEEP VALLEY.  FROM THE CABIN TURN
 ET1017'RIGHT, UPHILL, AND CONTINUE FOR 0.5 MILE TO A SMALL CLEARING,
 ET1017'HERE TURN SHARP RIGHT AND FOLLOW THE TRACK ROAD FOR
 ET1017'0.15 MILE TO LEFT FORK LEADING SHARPLY UPHILL, TURN LEFT
 ET1017'AND CONTINUE FOR 0.4 MILE TO WHERE THE ROAD TURNS SHARPLY
 ET1017'TO THE RIGHT.  THE AZIMUTH MARK IS AT THIS POINT, 140 FEET E
 ET1017'OF ROAD, IN A LARGE BOULDER THAT APPEARS VERY WHITE WHEN
 ET1017'COMPARED TO THE SURROUNDING ROCKS.  A WHITE WITNESS POST IS ON
 ET1017'THE LEFT SIDE OF THE ROAD.  CONTINUE ON THE ROAD FOR 0.8 MILE
 ET1017'TO AN OLD MINE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET1017'S TO THE TOP OF THE FIRST RIDGE WHERE STATION CAN BE SEEN
 ET1017'ABOUT A MILE TO THE SE.  FROM THE RIDGE PACK TOWARD THE
 ET1017'STATION AND UP TO THE HIGH ROCKY POINT AND THE STATION.
 ET1017'THE STATION IS NOT ON THE HIGHEST POINT BUT 19 FEET WNW OF
 ET1017'IT.
 ET1017
 ET1017                          STATION RECOVERY (1972)
 ET1017
 ET1017'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1017'GENERAL LOCATION 32 MI W. AND 9 MI N. OF PRESCOTT
 ET1017'
 ET1017'TO REACH AS DESCRIBED
 ET1017'
 ET1017'STATION MARK AS DESCRIBED
 ET1017'
 ET1017'REFERENCE MARKS AS DESCRIBED GOOD CONDITION
 ET1017'
 ET1017'AZIMUTH MARK DID NOT LOOK FOR AZ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1160 ***********************************************************************
 ES1160  DESIGNATION -  CYPRESS
 ES1160  PID         -  ES1160
 ES1160  STATE/COUNTY-  AZ/YAVAPAI
 ES1160  USGS QUAD   -  CYPRESS BUTTE (1967)
 ES1160
 ES1160                         *CURRENT SURVEY CONTROL
 ES1160  ___________________________________________________________________
 ES1160* NAD 83(1992)-  34 08 17.47258(N)    111 36 46.16649(W)     ADJUSTED  
 ES1160* NAVD 88     -      1681.1    (meters)    5515.     (feet)  VERTCON   
 ES1160  ___________________________________________________________________
 ES1160  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 ES1160  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ES1160  HORZ ORDER  -  THIRD
 ES1160
 ES1160.The horizontal coordinates were established by classical geodetic methods
 ES1160.and adjusted by the National Geodetic Survey in August 1993.
 ES1160
 ES1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1160
 ES1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1160
 ES1160.The geoid height was determined by GEOID03.
 ES1160
 ES1160;                    North         East     Units Scale Factor Converg.
 ES1160;SPC AZ C     -   348,022.200   241,382.148   MT  0.99990968   +0 10 13.9
 ES1160;SPC AZ C     - 1,141,805.12    791,936.18   iFT  0.99990968   +0 10 13.9
 ES1160;UTM  12      - 3,777,647.607   443,498.433   MT  0.99963935   -0 20 38.1
 ES1160
 ES1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1160!SPC AZ C     -   0.99974040  x   0.99990968  =   0.99965010
 ES1160!UTM  12      -   0.99974040  x   0.99963935  =   0.99937984
 ES1160
 ES1160                          SUPERSEDED SURVEY CONTROL
 ES1160
 ES1160  NAD 83(1992)-  34 08 17.46687(N)    111 36 46.17203(W) AD(       ) 3
 ES1160  NGVD 29 (10/09/91) 1680.3    (m)         5513.     (f) VERT ANG    3  
 ES1160
 ES1160.Superseded values are not recommended for survey control.
 ES1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1160.See file dsdata.txt to determine how the superseded data were derived.
 ES1160
 ES1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4349877648(NAD 83)
 ES1160_MARKER: DD = SURVEY DISK
 ES1160_SETTING: 66 = SET IN ROCK OUTCROP
 ES1160_SP_SET: SET IN ROCK OUTCROP
 ES1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1160+STABILITY: POSITION/ELEVATION WELL
 ES1160
 ES1160  HISTORY     - Date     Condition        Report By
 ES1160  HISTORY     - 1966     MONUMENTED       USGS
 ES1160
 ES1160                          STATION DESCRIPTION
 ES1160
 ES1160'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1160'LOCATED ABOUT 7 MI NE. OF HR RANCH, ABOUT 6 MI E. OF VERDE RIVER,
 ES1160'ABOUT 1 MI S. OF GILA-YAVAPAI COUNTY LINE.  ON TOP KNOWN AS
 ES1160'CYPRESS BUTTE.
 ES1160'
 ES1160'REACHED BY HELICOPTER.
 ES1160'
 ES1160'STATION MARK--STANDARD TABLET STAMPED---VA 5546---, SET IN LARGE
 ES1160'ROCK OUTCROP.
 ES1160'
 ES1160'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0007 ***********************************************************************
 EU0007  DESIGNATION -  D
 EU0007  PID         -  EU0007
 EU0007  STATE/COUNTY-  AZ/MOHAVE
 EU0007  USGS QUAD   -  TOPOCK (1970)
 EU0007
 EU0007                         *CURRENT SURVEY CONTROL
 EU0007  ___________________________________________________________________
 EU0007* NAD 83(1986)-  34 44 12.     (N)    114 23 43.     (W)     SCALED    
 EU0007* NAVD 88     -       215.15   (+/-2cm)     705.9    (feet)  VERTCON   
 EU0007  ___________________________________________________________________
 EU0007  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 EU0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0007
 EU0007.The horizontal coordinates were scaled from a topographic map and have
 EU0007.an estimated accuracy of +/- 6 seconds.
 EU0007
 EU0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0007.The vertical order pertains to the NGVD 29 superseded value.
 EU0007
 EU0007.The geoid height was determined by GEOID03.
 EU0007
 EU0007;                    North         East    Units  Estimated Accuracy
 EU0007;SPC AZ W     -   414,570.      154,270.      MT  (+/- 180 meters Scaled)
 EU0007
 EU0007                          SUPERSEDED SURVEY CONTROL
 EU0007
 EU0007  NGVD 29 (??/??/??)  214.491  (m)          703.71   (f) ADJUSTED    1 2
 EU0007
 EU0007.Superseded values are not recommended for survey control.
 EU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0007.See file dsdata.txt to determine how the superseded data were derived.
 EU0007
 EU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU384469(NAD 83)
 EU0007_MARKER: P = PIPE CAP
 EU0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0007_STAMPING: ELEV 703.660 FT
 EU0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0007
 EU0007  HISTORY     - Date     Condition        Report By
 EU0007  HISTORY     - UNK      MONUMENTED       CGS
 EU0007  HISTORY     - 1961     GOOD             NGS
 EU0007
 EU0007                          STATION DESCRIPTION
 EU0007
 EU0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0007'5.5 MI E FROM TOPOCK.
 EU0007'ABOUT 5.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0007'RAILWAY FROM THE EAST END OF THE RAILWAY BRIDGE OVER THE COLORADO
 EU0007'RIVER IN TOPOCK, ABOUT 1.1 MILES WEST ALONG THE ATCHISON, TOPEKA
 EU0007'AND SANTE FE RAILWAY FROM THE EAST END OF A SIDING AND A STATION
 EU0007'SIGN POWELL, OPPOSITE MILE POST 560, 65 FEET SOUTH OF THE MILE
 EU0007'POST, 72 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK,
 EU0007'40 FEET SOUTH OF THE CENTER OF A SAND ROAD, ABOUT 3 FEET BELOW
 EU0007'THE LEVEL OF THE TRACK, AND IS A STANDARD CAP STAMPED ELEV.
 EU0007'703.660 FT., AND FASTENED TO THE TOP OF A 3.5 INCH IRON PIPE
 EU0007'PROJECTING 3 INCHES.  NOTE-- IN THE ORIGINAL DESCRIPTION THE MARK
 EU0007'WAS DESCRIBED FROM THE STATION AT POWELL.  THE STATION HAS BEEN
 EU0007'DESTROYED, AT PRESENT THERE IS A STATION SIGN AND A SIDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0561 ***********************************************************************
 CG0561  DESIGNATION -  D
 CG0561  PID         -  CG0561
 CG0561  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0561  USGS QUAD   -  AMADO (1981)
 CG0561
 CG0561                         *CURRENT SURVEY CONTROL
 CG0561  ___________________________________________________________________
 CG0561* NAD 83(1986)-  31 42 37.     (N)    111 03 51.     (W)     SCALED    
 CG0561* NAVD 88     -       941.009  (meters)    3087.29   (feet)  ADJUSTED  
 CG0561  ___________________________________________________________________
 CG0561  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0561  DYNAMIC HT  -         939.618 (meters)    3082.73  (feet)  COMP
 CG0561  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 CG0561
 CG0561  VERT ORDER  -  FIRST     CLASS II
 CG0561
 CG0561.The horizontal coordinates were scaled from a topographic map and have
 CG0561.an estimated accuracy of +/- 6 seconds.
 CG0561
 CG0561.The orthometric height was determined by differential leveling
 CG0561.and adjusted in June 1991.
 CG0561
 CG0561.The geoid height was determined by GEOID03.
 CG0561
 CG0561.The dynamic height is computed by dividing the NAVD 88
 CG0561.geopotential number by the normal gravity value computed on the
 CG0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0561.degrees latitude (g = 980.6199 gals.).
 CG0561
 CG0561.The modeled gravity was interpolated from observed gravity values.
 CG0561
 CG0561;                    North         East    Units  Estimated Accuracy
 CG0561;SPC AZ C     -    79,060.      294,160.      MT  (+/- 180 meters Scaled)
 CG0561
 CG0561                          SUPERSEDED SURVEY CONTROL
 CG0561
 CG0561  NGVD 29 (??/??/92)  940.213  (m)         3084.68   (f) ADJ UNCH    1 2
 CG0561
 CG0561.Superseded values are not recommended for survey control.
 CG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0561.See file dsdata.txt to determine how the superseded data were derived.
 CG0561
 CG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA939083(NAD 83)
 CG0561_MARKER: DD = SURVEY DISK
 CG0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0561_SP_SET: CULVERT
 CG0561_STAMPING: D 3084.77 1522+56.50 1953
 CG0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0561
 CG0561  HISTORY     - Date     Condition        Report By
 CG0561  HISTORY     - 1953     MONUMENTED       AZHD
 CG0561  HISTORY     - 1959     GOOD             NGS
 CG0561  HISTORY     - 1979     GOOD             USGS
 CG0561  HISTORY     - 1980     GOOD             NGS
 CG0561
 CG0561                          STATION DESCRIPTION
 CG0561
 CG0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0561'0.95 MI S FROM AMADO.
 CG0561'0.95 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0561'AT A CONCRETE BOX CULVERT, 120 FEET SOUTH OF THE CENTER OF THE
 CG0561'DRIVEWAY TO RANCHITO EL CORONEL, 26.7 FEET WEST OF THE CENTER OF THE
 CG0561'HIGHWAY, CEMENTED IN THE CENTER OF THE WEST HEADWALL AND ABOUT 2 FEET
 CG0561'LOWER THAN THE HIGHWAY.
 CG0561
 CG0561                          STATION RECOVERY (1979)
 CG0561
 CG0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0561'ARIVACA JCT. 0.1 MILES SOUTH, THENCE LEFT EAST 0.3 MILES, THENCE
 CG0561'RIGHT SOUTH 1.3 MILES ON EAST FRONTAGE ROAD TO CONCRETE BOX CULVERT,
 CG0561'26.7 FEET WEST OF ROAD, 120 FEET SOUTH OF CENTER OF DRIVEWAY TO
 CG0561'RANCH, CEMENTED IN CENTER OF WEST HEADWALL OF CULVERT. CENTERLINE OF
 CG0561'ROAD IS 2 FEET HIGHER THAN BENCH MARK.
 CG0561
 CG0561                          STATION RECOVERY (1980)
 CG0561
 CG0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0561'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0561'FROM ARIVACA ROAD UNDERPASS AT AMADO, 1.3 KILOMETERS (0.85 MILES)
 CG0561'SOUTH OF SOPORI WASH, 0.2 KILOMETER (0.15 MILE) NORTH OF THE
 CG0561'JUNCTION OF THE EAST FRONTAGE ROAD AND AMADO ROAD LEADING EAST,
 CG0561'SET IN THE TOP AND CENTER OF THE WEST HEADWALL OF A CONCRETE BOX
 CG0561'CULVERT UNDER THE EAST FRONTAGE ROAD, 8.2 METERS (27.0 FEET)
 CG0561'WEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CG0561'THE MARK IS 1.2 M BELOW THE FRONTAGE ROAD..
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2210 ***********************************************************************
 DU2210  DESIGNATION -  D
 DU2210  PID         -  DU2210
 DU2210  STATE/COUNTY-  AZ/MARICOPA
 DU2210  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2210
 DU2210                         *CURRENT SURVEY CONTROL
 DU2210  ___________________________________________________________________
 DU2210* NAD 83(1992)-  33 32 31.21167(N)    111 53 29.21035(W)     ADJUSTED  
 DU2210* NAVD 88     -       395.6    (meters)    1298.     (feet)  VERTCON   
 DU2210  ___________________________________________________________________
 DU2210  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DU2210  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU2210  HORZ ORDER  -  FIRST
 DU2210
 DU2210.The horizontal coordinates were established by classical geodetic methods
 DU2210.and adjusted by the National Geodetic Survey in August 1993.
 DU2210
 DU2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2210
 DU2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2210
 DU2210.The geoid height was determined by GEOID03.
 DU2210
 DU2210;                    North         East     Units Scale Factor Converg.
 DU2210;SPC AZ C     -   281,859.012   215,702.079   MT  0.99990007   +0 00 50.2
 DU2210;SPC AZ C     -   924,734.29    707,683.99   iFT  0.99990007   +0 00 50.2
 DU2210;UTM  12      - 3,711,731.869   417,236.283   MT  0.99968445   -0 29 33.3
 DU2210
 DU2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2210!SPC AZ C     -   0.99994255  x   0.99990007  =   0.99984262
 DU2210!UTM  12      -   0.99994255  x   0.99968445  =   0.99962702
 DU2210
 DU2210|---------------------------------------------------------------------|
 DU2210| PID    Reference Object                     Distance      Geod. Az  |
 DU2210|                                                           dddmmss.s |
 DU2210| CH5052 D RM 1                               21.080 METERS 02343     |
 DU2210| CH5235 T2N R5E SECS 6 7 CC                                1801223.5 |
 DU2210| CH5053 D RM 2                               23.287 METERS 26116     |
 DU2210|---------------------------------------------------------------------|
 DU2210
 DU2210                          SUPERSEDED SURVEY CONTROL
 DU2210
 DU2210  NAD 83(1986)-  33 32 31.20658(N)    111 53 29.21433(W) AD(       ) 1
 DU2210  NAD 27      -  33 32 31.05200(N)    111 53 26.69700(W) AD(       ) 1
 DU2210  NGVD 29 (07/19/86)  395.1    (m)         1296.     (f) VERT ANG    3  
 DU2210
 DU2210.Superseded values are not recommended for survey control.
 DU2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2210.See file dsdata.txt to determine how the superseded data were derived.
 DU2210
 DU2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1723611732(NAD 83)
 DU2210_MARKER: P = PIPE CAP
 DU2210_SETTING: 0 = UNSPECIFIED SETTING
 DU2210
 DU2210  HISTORY     - Date     Condition        Report By
 DU2210  HISTORY     - 1935     MONUMENTED       USGLO
 DU2210  HISTORY     - 1947     SEE DESCRIPTION  CGS
 DU2210  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 DU2210
 DU2210                          STATION DESCRIPTION
 DU2210
 DU2210'DESCRIBED BY US GENERAL LAND OFFICE 1935 (EBL)
 DU2210'IN THE SOUTH ONE-SIXTEENTH OF SEC. 6, T. 2 N., R. 5 E., EAST OF A
 DU2210'LONE WINDMILL.  MARKED BY A GENERAL LAND OFFICE PIPE.  REFERENCE
 DU2210'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 21.080
 DU2210'METERS (69.16 FEET) FROM STATION N 23 DEG 43 MIN E.
 DU2210'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, SET IN
 DU2210'THE CONCRETE AROUND THE WELL PIPE AT THE WINDMILL, IS 23.287
 DU2210'METERS (76.40 FEET) FROM STATION S 81 DEG 16 MIN W.
 DU2210'THE AZIMUTH MARK IS A GENERAL LAND OFFICE PIPE MARKING THE
 DU2210'CORNERS OF SECS.  6 AND 7, T. 2 N., R. 5 E., AND ONE-QUARTER
 DU2210'MILE FROM STATION  S 00 DEG 12 MIN W.
 DU2210
 DU2210                          STATION RECOVERY (1947)
 DU2210
 DU2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2210'STATION AND REFERENCE MARKS AT THIS STATION HAVE BEEN COMPLETELY
 DU2210'DESTROYED.  STATION D 2 (GLO) 1947 WAS ESTABLISHED APPROXIMATELY
 DU2210'50 FEET EAST OF THE OLD SITE.
 DU2210
 DU2210                          STATION RECOVERY (2006)
 DU2210
 DU2210'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1063 ***********************************************************************
 DV1063  DESIGNATION -  D 10
 DV1063  PID         -  DV1063
 DV1063  STATE/COUNTY-  AZ/MARICOPA
 DV1063  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1063
 DV1063                         *CURRENT SURVEY CONTROL
 DV1063  ___________________________________________________________________
 DV1063* NAD 83(1986)-  33 12 46.     (N)    113 00 45.     (W)     SCALED    
 DV1063* NAVD 88     -       292.07   (+/-2cm)     958.2    (feet)  VERTCON   
 DV1063  ___________________________________________________________________
 DV1063  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1063  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1063
 DV1063.The horizontal coordinates were scaled from a topographic map and have
 DV1063.an estimated accuracy of +/- 6 seconds.
 DV1063
 DV1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1063.The vertical order pertains to the NGVD 29 superseded value.
 DV1063
 DV1063.The geoid height was determined by GEOID03.
 DV1063
 DV1063;                    North         East    Units  Estimated Accuracy
 DV1063;SPC AZ C     -   245,880.      111,210.      MT  (+/- 180 meters Scaled)
 DV1063
 DV1063                          SUPERSEDED SURVEY CONTROL
 DV1063
 DV1063  NGVD 29 (??/??/92)  291.446  (m)          956.19   (f) ADJ UNCH    1 2
 DV1063
 DV1063.Superseded values are not recommended for survey control.
 DV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1063.See file dsdata.txt to determine how the superseded data were derived.
 DV1063
 DV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB124766(NAD 83)
 DV1063_MARKER: DB = BENCH MARK DISK
 DV1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1063_STAMPING: 956.186 D 10 1927
 DV1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1063+STABILITY: SURFACE MOTION
 DV1063
 DV1063  HISTORY     - Date     Condition        Report By
 DV1063  HISTORY     - 1927     MONUMENTED       CGS
 DV1063
 DV1063                          STATION DESCRIPTION
 DV1063
 DV1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1063'20.6 MI W FROM HASSAYAMPA.
 DV1063'20.6 MILES WEST OF HASSAYAMPA.RR.SWITCH.  BRONZE DISC SET IN STANDARD
 DV1063'CONCRETE MONUMENT 100 FEET NORTH OF THE SOUTHERN PACIFIC RR. TRACKS,
 DV1063'AND 1 FOOT INSIDE THE RIGHT-OF-WAY FENCE LINE.  1 TELEPHONE POLE WEST
 DV1063'OF MILEPOST 847.  80 FEET WEST OF BRIDGE NO.847 A.  2.7 MILES WEST OF
 DV1063'HARGUA SIDING.  MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 1 1/2 FEET
 DV1063'BELOW TRACK LEVEL.  MARK IS ON THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX
 DV1063'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0355 ***********************************************************************
 DU0355  DESIGNATION -  D 102
 DU0355  PID         -  DU0355
 DU0355  STATE/COUNTY-  AZ/GILA
 DU0355  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0355
 DU0355                         *CURRENT SURVEY CONTROL
 DU0355  ___________________________________________________________________
 DU0355* NAD 83(1986)-  33 47 07.     (N)    110 34 11.     (W)     SCALED    
 DU0355* NAVD 88     -      1550.101  (meters)    5085.62   (feet)  ADJUSTED  
 DU0355  ___________________________________________________________________
 DU0355  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DU0355  DYNAMIC HT  -        1547.925 (meters)    5078.48  (feet)  COMP
 DU0355  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 DU0355
 DU0355  VERT ORDER  -  SECOND    CLASS 0
 DU0355
 DU0355.The horizontal coordinates were scaled from a topographic map and have
 DU0355.an estimated accuracy of +/- 6 seconds.
 DU0355
 DU0355.The orthometric height was determined by differential leveling
 DU0355.and adjusted in June 1991.
 DU0355
 DU0355.The geoid height was determined by GEOID03.
 DU0355
 DU0355.The dynamic height is computed by dividing the NAVD 88
 DU0355.geopotential number by the normal gravity value computed on the
 DU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0355.degrees latitude (g = 980.6199 gals.).
 DU0355
 DU0355.The modeled gravity was interpolated from observed gravity values.
 DU0355
 DU0355;                    North         East    Units  Estimated Accuracy
 DU0355;SPC AZ E     -   308,910.      176,030.      MT  (+/- 180 meters Scaled)
 DU0355
 DU0355                          SUPERSEDED SURVEY CONTROL
 DU0355
 DU0355  NGVD 29 (??/??/92) 1549.423  (m)         5083.40   (f) ADJ UNCH    2 0
 DU0355
 DU0355.Superseded values are not recommended for survey control.
 DU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0355.See file dsdata.txt to determine how the superseded data were derived.
 DU0355
 DU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC398384(NAD 83)
 DU0355_MARKER: DD = SURVEY DISK
 DU0355_SETTING: 80 = SET IN A BOULDER
 DU0355_SP_SET: BOULDER
 DU0355_STAMPING: D-102 1935
 DU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0355+STABILITY: SURFACE MOTION
 DU0355
 DU0355  HISTORY     - Date     Condition        Report By
 DU0355  HISTORY     - 1935     MONUMENTED       USFS
 DU0355  HISTORY     - 1935     GOOD             NGS
 DU0355
 DU0355                          STATION DESCRIPTION
 DU0355
 DU0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0355'39.8 MI NE FROM GLOBE.
 DU0355'33.5 MI. N.E. OF, ALONG U.S. HWY. NO. 60, THENCE 6.3 MI. N.W. ON ROAD
 DU0355'TO REGAL MINE. ABOUT 100 YDS SOUTH OF THE JUNCTION OF ROAD TO
 DU0355'MONTEZ-CROSS-WAITE CAMP, ON THE SIDE OF A HILL, ABOUT 100 FT.
 DU0355'NORTHEAST OF A BALANCED ROCK, 25 FT. WEST OF THE CENTER LINE OF THE
 DU0355'ROAD AND SET IN A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0485 ***********************************************************************
 ET0485  DESIGNATION -  D 103
 ET0485  PID         -  ET0485
 ET0485  STATE/COUNTY-  AZ/YAVAPAI
 ET0485  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0485
 ET0485                         *CURRENT SURVEY CONTROL
 ET0485  ___________________________________________________________________
 ET0485* NAD 83(1986)-  34 49 21.     (N)    112 52 15.     (W)     SCALED    
 ET0485* NAVD 88     -      1673.424  (meters)    5490.23   (feet)  POSTED    
 ET0485  ___________________________________________________________________
 ET0485  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 ET0485  DYNAMIC HT  -        1671.170 (meters)    5482.83  (feet)  COMP
 ET0485  MODELED GRAV-     979,229.0   (mgal)                       NAVD 88
 ET0485
 ET0485  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0485
 ET0485.The horizontal coordinates were scaled from a topographic map and have
 ET0485.an estimated accuracy of +/- 6 seconds.
 ET0485
 ET0485.The orthometric height was determined by differential leveling
 ET0485.and adjusted in November 2005.
 ET0485.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0485.was located on a no-check spur therefore a value was not computed.
 ET0485.No vertical observational check was made to the station.
 ET0485
 ET0485.The geoid height was determined by GEOID03.
 ET0485
 ET0485.The dynamic height is computed by dividing the NAVD 88
 ET0485.geopotential number by the normal gravity value computed on the
 ET0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0485.degrees latitude (g = 980.6199 gals.).
 ET0485
 ET0485.The modeled gravity was interpolated from observed gravity values.
 ET0485
 ET0485;                    North         East    Units  Estimated Accuracy
 ET0485;SPC AZ C     -   424,300.      126,080.      MT  (+/- 180 meters Scaled)
 ET0485
 ET0485                          SUPERSEDED SURVEY CONTROL
 ET0485
 ET0485  NGVD 29 (??/??/92) 1672.506  (m)         5487.21   (f) ADJ UNCH    2 0
 ET0485
 ET0485.Superseded values are not recommended for survey control.
 ET0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0485.See file dsdata.txt to determine how the superseded data were derived.
 ET0485
 ET0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD289549(NAD 83)
 ET0485_MARKER: DD = SURVEY DISK
 ET0485_SETTING: 80 = SET IN A BOULDER
 ET0485_SP_SET: BOULDER
 ET0485_STAMPING: D 103 1935
 ET0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0485+STABILITY: SURFACE MOTION
 ET0485
 ET0485  HISTORY     - Date     Condition        Report By
 ET0485  HISTORY     - 1935     MONUMENTED       USFS
 ET0485  HISTORY     - 1935     GOOD             NGS
 ET0485
 ET0485                          STATION DESCRIPTION
 ET0485
 ET0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0485'9.4 MI SE FROM WALNUT CREEK R S.
 ET0485'9.4 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 1.6 M. N. OF
 ET0485'THE JUNCTION OF ROADS AT CAMP WOOD, 0.6 MI. S. OF A CATTLE GUARD
 ET0485'CROSSING ROAD, 0.2 MI. N. OF AN OLD CORRAL ON THE W. SIDE OF ROAD,
 ET0485'ABOUT 200 FT. E. OF THE CENTER LINE OF CREEK, AT THE TOP OF A CREEK,
 ET0485'AT THE TOP OF A RIDGE WHICH A ROAD TRAVELS OVER AND 27 FT. E. OF THE
 ET0485'CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0496 ***********************************************************************
 DU0496  DESIGNATION -  D 107
 DU0496  PID         -  DU0496
 DU0496  STATE/COUNTY-  AZ/PINAL
 DU0496  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0496
 DU0496                         *CURRENT SURVEY CONTROL
 DU0496  ___________________________________________________________________
 DU0496* NAD 83(1986)-  33 22 22.     (N)    111 29 02.     (W)     SCALED    
 DU0496* NAVD 88     -       527.77   (+/-2cm)    1731.5    (feet)  VERTCON   
 DU0496  ___________________________________________________________________
 DU0496  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0496
 DU0496.The horizontal coordinates were scaled from a topographic map and have
 DU0496.an estimated accuracy of +/- 6 seconds.
 DU0496
 DU0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0496.The vertical order pertains to the NGVD 29 superseded value.
 DU0496
 DU0496.The geoid height was determined by GEOID03.
 DU0496
 DU0496;                    North         East    Units  Estimated Accuracy
 DU0496;SPC AZ C     -   263,180.      253,630.      MT  (+/- 180 meters Scaled)
 DU0496
 DU0496                          SUPERSEDED SURVEY CONTROL
 DU0496
 DU0496  NGVD 29 (??/??/92)  527.206  (m)         1729.67   (f) ADJ UNCH    2 0
 DU0496
 DU0496.Superseded values are not recommended for survey control.
 DU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0496.See file dsdata.txt to determine how the superseded data were derived.
 DU0496
 DU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB549927(NAD 83)
 DU0496_MARKER: DB = BENCH MARK DISK
 DU0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0496_SP_SET: ABUTMENT
 DU0496_STAMPING: D 107 1935
 DU0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0496
 DU0496  HISTORY     - Date     Condition        Report By
 DU0496  HISTORY     - 1935     MONUMENTED       AZHD
 DU0496  HISTORY     - 1935     GOOD             NGS
 DU0496  HISTORY     - 20061223 MARK NOT FOUND   GEOCAC
 DU0496
 DU0496                          STATION DESCRIPTION
 DU0496
 DU0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0496'4.8 MI SE FROM APACHE JUNCTION.
 DU0496'4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, AT THE
 DU0496'ANGLE POINT OF A LINE OF HIGH-VOLTAGE STEEL TOWERS, AT A CONCRETE
 DU0496'BRIDGE, AND IN THE TOP OF THE SOUTH WING WALL OF THE WEST ABUTMENT. AN
 DU0496'ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED D 107 1935.
 DU0496
 DU0496                          STATION RECOVERY (2006)
 DU0496
 DU0496'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0496'THE HIGHWAY HAS BEEN SPLIT, AND TWO BRIDGES ARE NOW AT THIS LOCATION.
 DU0496'NO MARK FOUND ON EITHER STRUCTURE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0259 ***********************************************************************
 DU0259  DESIGNATION -  D 108
 DU0259  PID         -  DU0259
 DU0259  STATE/COUNTY-  AZ/GILA
 DU0259  USGS QUAD   -  PINAL RANCH (1979)
 DU0259
 DU0259                         *CURRENT SURVEY CONTROL
 DU0259  ___________________________________________________________________
 DU0259* NAD 83(1986)-  33 22 00.     (N)    110 56 26.     (W)     SCALED    
 DU0259* NAVD 88     -      1301.22   (+/-2cm)    4269.1    (feet)  VERTCON   
 DU0259  ___________________________________________________________________
 DU0259  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DU0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0259
 DU0259.The horizontal coordinates were scaled from a topographic map and have
 DU0259.an estimated accuracy of +/- 6 seconds.
 DU0259
 DU0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0259.The vertical order pertains to the NGVD 29 superseded value.
 DU0259
 DU0259.The geoid height was determined by GEOID03.
 DU0259
 DU0259;                    North         East    Units  Estimated Accuracy
 DU0259;SPC AZ E     -   262,680.      141,350.      MT  (+/- 180 meters Scaled)
 DU0259
 DU0259                          SUPERSEDED SURVEY CONTROL
 DU0259
 DU0259  NGVD 29 (??/??/92) 1300.509  (m)         4266.75   (f) ADJ UNCH    2 0
 DU0259
 DU0259.Superseded values are not recommended for survey control.
 DU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0259.See file dsdata.txt to determine how the superseded data were derived.
 DU0259
 DU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB055919(NAD 83)
 DU0259_MARKER: DB = BENCH MARK DISK
 DU0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0259_SP_SET: CATTLE GUARD
 DU0259_STAMPING: D-108 1935
 DU0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0259
 DU0259  HISTORY     - Date     Condition        Report By
 DU0259  HISTORY     - 1935     MONUMENTED       CGS
 DU0259  HISTORY     - 20060115 MARK NOT FOUND   USPSQD
 DU0259  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU0259
 DU0259                          STATION DESCRIPTION
 DU0259
 DU0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0259'5.2 MI SW FROM MIAMI.
 DU0259'5.2 MI S.W. ALONG U.S. HWY NO. 60.  (4.7 MI SW OF BULLION PLAZA
 DU0259'SCHOOL).  AT THE JUNCTION OF THE ROAD TO THE J.K. RANCH, ON THE
 DU0259'NORTHEAST HEADWALL OF THE CATTLE GUARD.
 DU0259
 DU0259                          STATION RECOVERY (2006)
 DU0259
 DU0259'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0259'MARK NOT FOUND.  NEW CATTLE GUARD AND CONCRETE SUPPORTS AREA.
 DU0259
 DU0259                          STATION RECOVERY (2006)
 DU0259
 DU0259'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0259'A CATTLE GUARD WAS FOUND NEAR THE DESCRIBED LOCATION, BUT NO MARK WAS
 DU0259'ATTACHED TO IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0373 ***********************************************************************
 DA0373  DESIGNATION -  D 109
 DA0373  PID         -  DA0373
 DA0373  STATE/COUNTY-  AZ/PIMA
 DA0373  USGS QUAD   -  AJO SOUTH (1990)
 DA0373
 DA0373                         *CURRENT SURVEY CONTROL
 DA0373  ___________________________________________________________________
 DA0373* NAD 83(1986)-  32 20 14.     (N)    112 51 03.     (W)     SCALED    
 DA0373* NAVD 88     -       549.45   (+/-2cm)    1802.7    (feet)  VERTCON   
 DA0373  ___________________________________________________________________
 DA0373  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0373
 DA0373.The horizontal coordinates were scaled from a topographic map and have
 DA0373.an estimated accuracy of +/- 6 seconds.
 DA0373
 DA0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0373.The vertical order pertains to the NGVD 29 superseded value.
 DA0373
 DA0373.The geoid height was determined by GEOID03.
 DA0373
 DA0373;                    North         East    Units  Estimated Accuracy
 DA0373;SPC AZ C     -   148,640.      125,420.      MT  (+/- 180 meters Scaled)
 DA0373
 DA0373                          SUPERSEDED SURVEY CONTROL
 DA0373
 DA0373  NGVD 29 (??/??/92)  548.744  (m)         1800.34   (f) ADJ UNCH    2 0
 DA0373
 DA0373.Superseded values are not recommended for survey control.
 DA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0373.See file dsdata.txt to determine how the superseded data were derived.
 DA0373
 DA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA258793(NAD 83)
 DA0373_MARKER: DB = BENCH MARK DISK
 DA0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0373_STAMPING: D 109 1935
 DA0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0373+STABILITY: SURFACE MOTION
 DA0373
 DA0373  HISTORY     - Date     Condition        Report By
 DA0373  HISTORY     - 1935     MONUMENTED       CGS
 DA0373  HISTORY     - 1952     GOOD             NGS
 DA0373
 DA0373                          STATION DESCRIPTION
 DA0373
 DA0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0373'4 MI S FROM AJO.
 DA0373'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0373'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0373'ALONG HIGHWAY 86, THENCE 1.95 MILES SOUTHWEST AND SOUTH ALONG DERBY
 DA0373'WELLS ROAD, 0.1 MILE SOUTHWEST OF A Y JUNCTION OF OLD DARBY WELLS
 DA0373'ROAD, AND THE NEW ROAD, AT DARBY WELLS, 90.6 FEET WEST OF THE DARBY
 DA0373'WELLS WINDMILL FROM THE SOUTHWEST LEG, 75 FEET SOUTH OF THE CENTER
 DA0373'LINE OF THE ROAD, 4.9 FEET NORTHWEST OF A FENCE LINE, 2.2 FEET NORTH
 DA0373'OF THE WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0373'FOOT, AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0021 ***********************************************************************
 EU0021  DESIGNATION -  D 11
 EU0021  PID         -  EU0021
 EU0021  STATE/COUNTY-  AZ/MOHAVE
 EU0021  USGS QUAD   -  YUCCA SE (1970)
 EU0021
 EU0021                         *CURRENT SURVEY CONTROL
 EU0021  ___________________________________________________________________
 EU0021* NAD 83(1986)-  34 49 30.     (N)    114 04 30.     (W)     SCALED    
 EU0021* NAVD 88     -       673.924  (meters)    2211.03   (feet)  ADJUSTED  
 EU0021  ___________________________________________________________________
 EU0021  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EU0021  DYNAMIC HT  -         673.160 (meters)    2208.53  (feet)  COMP
 EU0021  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 EU0021
 EU0021  VERT ORDER  -  FIRST     CLASS II
 EU0021
 EU0021.The horizontal coordinates were scaled from a topographic map and have
 EU0021.an estimated accuracy of +/- 6 seconds.
 EU0021
 EU0021.The orthometric height was determined by differential leveling
 EU0021.and adjusted in June 1991.
 EU0021
 EU0021.The geoid height was determined by GEOID03.
 EU0021
 EU0021.The dynamic height is computed by dividing the NAVD 88
 EU0021.geopotential number by the normal gravity value computed on the
 EU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0021.degrees latitude (g = 980.6199 gals.).
 EU0021
 EU0021.The modeled gravity was interpolated from observed gravity values.
 EU0021
 EU0021;                    North         East    Units  Estimated Accuracy
 EU0021;SPC AZ W     -   424,220.      183,630.      MT  (+/- 180 meters Scaled)
 EU0021
 EU0021                          SUPERSEDED SURVEY CONTROL
 EU0021
 EU0021  NGVD 29 (??/??/??)  673.184  (m)         2208.60   (f) ADJUSTED    1 2
 EU0021
 EU0021.Superseded values are not recommended for survey control.
 EU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0021.See file dsdata.txt to determine how the superseded data were derived.
 EU0021
 EU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU675575(NAD 83)
 EU0021_MARKER: DB = BENCH MARK DISK
 EU0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0021_STAMPING: 2208.604 D 11 1927
 EU0021_MARK LOGO: CGS   
 EU0021_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0021+STABILITY: SURFACE MOTION
 EU0021
 EU0021  HISTORY     - Date     Condition        Report By
 EU0021  HISTORY     - 1927     MONUMENTED       CGS
 EU0021  HISTORY     - 1934     GOOD             NGS
 EU0021  HISTORY     - 1981     GOOD             NGS
 EU0021
 EU0021                          STATION DESCRIPTION
 EU0021
 EU0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EU0021'5.7 MI SE FROM YUCCA.
 EU0021'5.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM
 EU0021'THE POST OFFICE AT YUCCA, MOHAVE COUNTY, 23 FEET SOUTHWEST OF
 EU0021'THE CENTERLINE OF THE ROAD, 9-1/2 FEET SOUTH OF A ROW OF POLES,
 EU0021'AND 24 FEET WEST OF AN IRON POLE ON WHICH ARE PAINTED TWO WHITE
 EU0021'BANDS.  A STANDARD DISK, STAMPED 2208.604 D 11 1927 AND SET IN
 EU0021'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 EU0021
 EU0021                          STATION RECOVERY (1934)
 EU0021
 EU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EU0021'RECOVERED IN GOOD CONDITION.
 EU0021
 EU0021                          STATION RECOVERY (1981)
 EU0021
 EU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0021'9.55 KM (5.95 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0021'INTERSTATE HIGHWAY 40 IN YUCCA, 0.2 KM (0.1 MI) NORTHWEST OF THE
 EU0021'JUNCTION OF RILLTIO ROAD, 10.1 METERS (33.0 FT) SOUTHWEST OF THE
 EU0021'CENTERLINE OF ALAMO ROAD, 36.3 METERS (119 FT) SOUTHEAST OF THE
 EU0021'CENTERLINE OF A SMALL WASH, 14.0 METERS (46.0 FT) NORTHWEST OF THE
 EU0021'CENTERLINE OF A SMALL WASH.
 EU0021'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EU0021'THE MARK IS 0.6 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0436 ***********************************************************************
 DA0436  DESIGNATION -  D 110
 DA0436  PID         -  DA0436
 DA0436  STATE/COUNTY-  AZ/PIMA
 DA0436  USGS QUAD   -  KINO PEAK (1990)
 DA0436
 DA0436                         *CURRENT SURVEY CONTROL
 DA0436  ___________________________________________________________________
 DA0436* NAD 83(1986)-  32 04 38.     (N)    112 52 59.     (W)     SCALED    
 DA0436* NAVD 88     -       484.88   (+/-2cm)    1590.8    (feet)  VERTCON   
 DA0436  ___________________________________________________________________
 DA0436  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DA0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0436
 DA0436.The horizontal coordinates were scaled from a topographic map and have
 DA0436.an estimated accuracy of +/- 6 seconds.
 DA0436
 DA0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0436.The vertical order pertains to the NGVD 29 superseded value.
 DA0436
 DA0436.The geoid height was determined by GEOID03.
 DA0436
 DA0436;                    North         East    Units  Estimated Accuracy
 DA0436;SPC AZ C     -   119,840.      122,130.      MT  (+/- 180 meters Scaled)
 DA0436
 DA0436                          SUPERSEDED SURVEY CONTROL
 DA0436
 DA0436  NGVD 29 (??/??/92)  484.158  (m)         1588.44   (f) ADJ UNCH    2 0
 DA0436
 DA0436.Superseded values are not recommended for survey control.
 DA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0436.See file dsdata.txt to determine how the superseded data were derived.
 DA0436
 DA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA222505(NAD 83)
 DA0436_MARKER: DB = BENCH MARK DISK
 DA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0436_STAMPING: D 110 1935
 DA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0436+STABILITY: SURFACE MOTION
 DA0436
 DA0436  HISTORY     - Date     Condition        Report By
 DA0436  HISTORY     - 1935     MONUMENTED       CGS
 DA0436  HISTORY     - 1952     GOOD             NGS
 DA0436
 DA0436                          STATION DESCRIPTION
 DA0436
 DA0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0436'29.85 MI NW FROM LUKEVILLE.
 DA0436'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0436'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0436'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0436'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0436'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0436'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, AT AN
 DA0436'INTERSECTION OF ROADS TO, DRIPPING SPRINGS, GROWLER CANYON, AND
 DA0436'QUITOVOQUITO ROAD, LINE TURNS NORTHEAST AT THIS MARK, 46 1/2 FEET WEST
 DA0436'ACROSS THE ROAD LEADING TO GROWLER CANYON FROM THE CENTER LINE OF THE
 DA0436'OLD ROAD LEADING TO DRIPPING SPRINGS, 29 1/2 FEET WEST OF THE CENTER
 DA0436'LINE OF THE ROAD LEADING TO GROWLER CANYON, 1.9 FEET NORTH OF THE
 DA0436'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 DA0436'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0087 ***********************************************************************
 CH0087  DESIGNATION -  D 111
 CH0087  PID         -  CH0087
 CH0087  STATE/COUNTY-  AZ/PIMA
 CH0087  USGS QUAD   -  LUKEVILLE (1988)
 CH0087
 CH0087                         *CURRENT SURVEY CONTROL
 CH0087  ___________________________________________________________________
 CH0087* NAD 83(1986)-  31 52 48.     (N)    112 49 04.     (W)     SCALED    
 CH0087* NAVD 88     -       424.280  (meters)    1391.99   (feet)  ADJUSTED  
 CH0087  ___________________________________________________________________
 CH0087  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CH0087  DYNAMIC HT  -         423.728 (meters)    1390.18  (feet)  COMP
 CH0087  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 CH0087
 CH0087  VERT ORDER  -  FIRST     CLASS II
 CH0087
 CH0087.The horizontal coordinates were scaled from a topographic map and have
 CH0087.an estimated accuracy of +/- 6 seconds.
 CH0087
 CH0087.The orthometric height was determined by differential leveling
 CH0087.and adjusted in June 1991.
 CH0087
 CH0087.The geoid height was determined by GEOID03.
 CH0087
 CH0087.The dynamic height is computed by dividing the NAVD 88
 CH0087.geopotential number by the normal gravity value computed on the
 CH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0087.degrees latitude (g = 980.6199 gals.).
 CH0087
 CH0087.The modeled gravity was interpolated from observed gravity values.
 CH0087
 CH0087;                    North         East    Units  Estimated Accuracy
 CH0087;SPC AZ C     -    97,920.      128,110.      MT  (+/- 180 meters Scaled)
 CH0087
 CH0087                          SUPERSEDED SURVEY CONTROL
 CH0087
 CH0087  NGVD 29 (??/??/92)  423.528  (m)         1389.52   (f) ADJ UNCH    1 2
 CH0087
 CH0087.Superseded values are not recommended for survey control.
 CH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0087.See file dsdata.txt to determine how the superseded data were derived.
 CH0087
 CH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA280285(NAD 83)
 CH0087_MARKER: DB = BENCH MARK DISK
 CH0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0087_STAMPING: D 111 1935
 CH0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0087+STABILITY: SURFACE MOTION
 CH0087
 CH0087  HISTORY     - Date     Condition        Report By
 CH0087  HISTORY     - 1935     MONUMENTED       CGS
 CH0087  HISTORY     - 1953     GOOD             NGS
 CH0087  HISTORY     - 1981     GOOD             NGS
 CH0087
 CH0087                          STATION DESCRIPTION
 CH0087
 CH0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0087'IN LUKEVILLE.
 CH0087'AT LUKEVILLE AND AT THE UNITED STATES AND MEXICAN INTERNATIONAL
 CH0087'BOUNDARY LINE, IN LINE WITH THE BOUNDRY FENCE, AND ABOUT 2 MILES
 CH0087'NORTHEAST OF SONOYTA MEXICO, 113.2 FEET SOUTHWEST OF THE U. S. CUSTOMS
 CH0087'HOUSE FROM THE WEST CORNER OF THE BUILDING, 70.6 FEET NORTH OF THE
 CH0087'MEXICAN CUSTOMS HOUSE FROM THE NORTHWEST CORNER OF THE BUILDING,
 CH0087'20-1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND CENTER OF
 CH0087'THE GATE IN THE U. S. - MEXICAN FENCE LINE, 1.5 FEET SOUTH OF THE
 CH0087'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CH0087'POST PROJECTING 0.1 FEET.
 CH0087
 CH0087                          STATION RECOVERY (1981)
 CH0087
 CH0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0708 ***********************************************************************
 CZ0708  DESIGNATION -  D 112 RESET
 CZ0708  PID         -  CZ0708
 CZ0708  STATE/COUNTY-  AZ/PIMA
 CZ0708  USGS QUAD   -  JAYNES (1992)
 CZ0708
 CZ0708                         *CURRENT SURVEY CONTROL
 CZ0708  ___________________________________________________________________
 CZ0708* NAD 83(1986)-  32 20 15.     (N)    111 06 25.     (W)     SCALED    
 CZ0708* NAVD 88     -       683.06   (+/-2cm)    2241.0    (feet)  VERTCON   
 CZ0708  ___________________________________________________________________
 CZ0708  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0708
 CZ0708.The horizontal coordinates were scaled from a topographic map and have
 CZ0708.an estimated accuracy of +/- 6 seconds.
 CZ0708
 CZ0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0708.The vertical order pertains to the NGVD 29 superseded value.
 CZ0708
 CZ0708.The geoid height was determined by GEOID03.
 CZ0708
 CZ0708;                    North         East    Units  Estimated Accuracy
 CZ0708;SPC AZ C     -   148,580.      289,590.      MT  (+/- 180 meters Scaled)
 CZ0708
 CZ0708                          SUPERSEDED SURVEY CONTROL
 CZ0708
 CZ0708  NGVD 29 (??/??/92)  682.408  (m)         2238.87   (f) ADJ UNCH    2 0
 CZ0708
 CZ0708.Superseded values are not recommended for survey control.
 CZ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0708.See file dsdata.txt to determine how the superseded data were derived.
 CZ0708
 CZ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA899778(NAD 83)
 CZ0708_MARKER: DB = BENCH MARK DISK
 CZ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0708_STAMPING: D 112 1935 RESET 1951
 CZ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0708+STABILITY: SURFACE MOTION
 CZ0708
 CZ0708  HISTORY     - Date     Condition        Report By
 CZ0708  HISTORY     - 1951     MONUMENTED       CGS
 CZ0708  HISTORY     - 20060405 MARK NOT FOUND   NGS
 CZ0708
 CZ0708                          STATION DESCRIPTION
 CZ0708
 CZ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0708'1.75 MI SW FROM CORTARO.
 CZ0708'1.75 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0708'CORTARO, 82 FEET EAST OF THE CENTER OF A Y JUNCTION OF CORTARO ROAD
 CZ0708'AND A GRAVEL ROAD LEADING EAST, 46 1/2 FEET NORTH OF THE CENTER LINE
 CZ0708'OF THE GRAVEL ROAD, 43 FEET SOUTHEAST OF THE CENTER LINE OF CORTARO
 CZ0708'ROAD, 2.5 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN
 CZ0708'CORTARO ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0708'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS REMOVED AND RESET 1 MILE
 CZ0708'WEST OF ITS ORIGINAL LOCATION.
 CZ0708
 CZ0708                          STATION RECOVERY (2006)
 CZ0708
 CZ0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0708'MARK WOULD BE AT CORNER OF CORTARO AND W INA ROAD (BOTH PAVED).  AREA
 CZ0708'HAS BEEN RE-GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0842 ***********************************************************************
 CZ0842  DESIGNATION -  D 113
 CZ0842  PID         -  CZ0842
 CZ0842  STATE/COUNTY-  AZ/PIMA
 CZ0842  USGS QUAD   -  THREE POINTS (1992)
 CZ0842
 CZ0842                         *CURRENT SURVEY CONTROL
 CZ0842  ___________________________________________________________________
 CZ0842* NAD 83(1986)-  32 00 44.     (N)    111 21 12.     (W)     SCALED    
 CZ0842* NAVD 88     -       836.39   (+/-2cm)    2744.1    (feet)  VERTCON   
 CZ0842  ___________________________________________________________________
 CZ0842  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0842
 CZ0842.The horizontal coordinates were scaled from a topographic map and have
 CZ0842.an estimated accuracy of +/- 6 seconds.
 CZ0842
 CZ0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0842.The vertical order pertains to the NGVD 29 superseded value.
 CZ0842
 CZ0842.The geoid height was determined by GEOID03.
 CZ0842
 CZ0842;                    North         East    Units  Estimated Accuracy
 CZ0842;SPC AZ C     -   112,360.      266,580.      MT  (+/- 180 meters Scaled)
 CZ0842
 CZ0842                          SUPERSEDED SURVEY CONTROL
 CZ0842
 CZ0842  NGVD 29 (??/??/92)  835.677  (m)         2741.72   (f) ADJ UNCH    2 0
 CZ0842
 CZ0842.Superseded values are not recommended for survey control.
 CZ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0842.See file dsdata.txt to determine how the superseded data were derived.
 CZ0842
 CZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA666418(NAD 83)
 CZ0842_MARKER: DB = BENCH MARK DISK
 CZ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0842_STAMPING: D 113 1935
 CZ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0842+STABILITY: SURFACE MOTION
 CZ0842
 CZ0842  HISTORY     - Date     Condition        Report By
 CZ0842  HISTORY     - 1935     MONUMENTED       CGS
 CZ0842  HISTORY     - 1951     GOOD             NGS
 CZ0842  HISTORY     - 1962     GOOD             NGS
 CZ0842  HISTORY     - 1974     POOR             USGS
 CZ0842
 CZ0842                          STATION DESCRIPTION
 CZ0842
 CZ0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0842'5.25 MI S FROM THREE POINTS.
 CZ0842'5.25 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CZ0842'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE AT A T JUNCTION OF THE
 CZ0842'MAIN ROAD AND A TRACK ROAD LEADING SOUTHEAST, 94 FEET NORTH EAST OF
 CZ0842'THE CENTER OF THE T JUNCTION OF THE MAIN ROAD AND ROAD LEADING
 CZ0842'SOUTHEAST, 98 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD
 CZ0842'LEADING SOUTHEAST, AND ABOUT 75 FEET NORTHWEST OF A POWER LINES, 52
 CZ0842'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD LEADING SOUTH
 CZ0842'TO SASABE, 2.6 FEET SOUTH OF THE WITNESS POST, AND SET IN THE TOP OF A
 CZ0842'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0842
 CZ0842                          STATION RECOVERY (1962)
 CZ0842
 CZ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0842'RECOVERED IN GOOD CONDITION.
 CZ0842
 CZ0842                          STATION RECOVERY (1974)
 CZ0842
 CZ0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0842'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0846 ***********************************************************************
 CZ0846  DESIGNATION -  D 114
 CZ0846  PID         -  CZ0846
 CZ0846  STATE/COUNTY-  AZ/PIMA
 CZ0846  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0846
 CZ0846                         *CURRENT SURVEY CONTROL
 CZ0846  ___________________________________________________________________
 CZ0846* NAD 83(1986)-  32 05 17.     (N)    111 01 30.     (W)     SCALED    
 CZ0846* NAVD 88     -       792.90   (+/-2cm)    2601.4    (feet)  VERTCON   
 CZ0846  ___________________________________________________________________
 CZ0846  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0846
 CZ0846.The horizontal coordinates were scaled from a topographic map and have
 CZ0846.an estimated accuracy of +/- 6 seconds.
 CZ0846
 CZ0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0846.The vertical order pertains to the NGVD 29 superseded value.
 CZ0846
 CZ0846.The geoid height was determined by GEOID03.
 CZ0846
 CZ0846;                    North         East    Units  Estimated Accuracy
 CZ0846;SPC AZ C     -   120,980.      297,530.      MT  (+/- 180 meters Scaled)
 CZ0846
 CZ0846                          SUPERSEDED SURVEY CONTROL
 CZ0846
 CZ0846  NGVD 29 (??/??/92)  792.234  (m)         2599.19   (f) ADJ UNCH    2 0
 CZ0846
 CZ0846.Superseded values are not recommended for survey control.
 CZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0846.See file dsdata.txt to determine how the superseded data were derived.
 CZ0846
 CZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA976501(NAD 83)
 CZ0846_MARKER: DB = BENCH MARK DISK
 CZ0846_SETTING: 0 = UNSPECIFIED SETTING
 CZ0846_STAMPING: D 114 1935
 CZ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0846
 CZ0846  HISTORY     - Date     Condition        Report By
 CZ0846  HISTORY     - 1935     MONUMENTED       CGS
 CZ0846  HISTORY     - 1966     GOOD             USGS
 CZ0846  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0846
 CZ0846                          STATION DESCRIPTION
 CZ0846
 CZ0846'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0846'4.2 MI S FROM TUCSON.
 CZ0846'2.5 MILES WEST ALONG THE AJO HWY. FROM THE U.S. VETERANS HOSPITAL,
 CZ0846'THEN SOUTH 6.4 MILES ALONG MISSION ROAD.  0.2 MILES SOUTH OF A CATTLE
 CZ0846'GARD, 500 FEET NORTH OF A JUNCTION OF A ROAD LEADING SOUTHEAST, 100
 CZ0846'FEET EAST OF THE FOOT OF A LARGE HILL, AND ONE FOOT EAST OF A FENCE
 CZ0846'LINE.
 CZ0846
 CZ0846                          STATION RECOVERY (2006)
 CZ0846
 CZ0846'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0846'MARK NOT FOUND. LARGE HILL APPROX 150 YARDS FROM DESCRIBED LOCATION,
 CZ0846'NOT 100 FEET AS NOTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0481 ***********************************************************************
 CG0481  DESIGNATION -  D 115
 CG0481  PID         -  CG0481
 CG0481  STATE/COUNTY-  AZ/PIMA
 CG0481  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0481
 CG0481                         *CURRENT SURVEY CONTROL
 CG0481  ___________________________________________________________________
 CG0481* NAD 83(1986)-  31 58 53.     (N)    111 10 17.     (W)     SCALED    
 CG0481* NAVD 88     -      1169.57   (+/-2cm)    3837.2    (feet)  VERTCON   
 CG0481  ___________________________________________________________________
 CG0481  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0481
 CG0481.The horizontal coordinates were scaled from a topographic map and have
 CG0481.an estimated accuracy of +/- 6 seconds.
 CG0481
 CG0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0481.The vertical order pertains to the NGVD 29 superseded value.
 CG0481
 CG0481.The geoid height was determined by GEOID03.
 CG0481
 CG0481;                    North         East    Units  Estimated Accuracy
 CG0481;SPC AZ C     -   109,050.      283,790.      MT  (+/- 180 meters Scaled)
 CG0481
 CG0481                          SUPERSEDED SURVEY CONTROL
 CG0481
 CG0481  NGVD 29 (??/??/92) 1168.782  (m)         3834.58   (f) ADJ UNCH    2 0
 CG0481
 CG0481.Superseded values are not recommended for survey control.
 CG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0481.See file dsdata.txt to determine how the superseded data were derived.
 CG0481
 CG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA838383(NAD 83)
 CG0481_MARKER: DB = BENCH MARK DISK
 CG0481_SETTING: 80 = SET IN A BOULDER
 CG0481_SP_SET: BOULDER
 CG0481_STAMPING: D 115 1935
 CG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0481+STABILITY: SURFACE MOTION
 CG0481
 CG0481  HISTORY     - Date     Condition        Report By
 CG0481  HISTORY     - 1935     MONUMENTED       CGS
 CG0481  HISTORY     - 1976     GOOD             USGS
 CG0481
 CG0481                          STATION DESCRIPTION
 CG0481
 CG0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0481'0.7 MI N FROM SAN XAVIER.
 CG0481'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 5.6 MILES
 CG0481'SOUTHWEST ALONG THE SOTO RANCH ROAD.  1.6 MILES WEST OF AN ADOBE RANCH
 CG0481'HOUSE, 400 FEET WEST OF A WASH, 120 FEET SOUTH OF THE CENTERLINE OF
 CG0481'THE ROAD, AND IN THE TOP OF THE EAST ONE OF THREE PROMINENT BOULDERS.
 CG0481'A STANDARD DISK, STAMPED D 115 1935.
 CG0481
 CG0481                          STATION RECOVERY (1976)
 CG0481
 CG0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0481'SAN XAVIER, 2.1 MI N. ALONG TWIN BUTTES ROAD TO CROSS RDS. TURN LEFT,
 CG0481'W. 1.6 MI TO T-RD. TURN LEFT, S. 1.0 MI TO RD. BEND RIGHT, CONTINUE
 CG0481'WEST 1.0 MI TO T-RD. TURN LEFT S. 0.6 MI TO RANCH AND ROAD FORK. BEAR
 CG0481'RIGHT, NW. 2.2 MI TO DOUBLE-WOOD POLE TRANSMISSION LINE. TURN RIGHT,
 CG0481'NW ALONG RD. 0.8 MILE. 280 FT SE. OF WASH. 95 FT NE. CENTERLINE ROAD
 CG0481'AND TRANSMISSION LINE. SET IN TOP OF THE EAST ONE OF THREE PROMINENT
 CG0481'BOULDERS. A STANDARD DISK STAMPED D 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0664 ***********************************************************************
 FS0664  DESIGNATION -  D 116
 FS0664  PID         -  FS0664
 FS0664  STATE/COUNTY-  AZ/MOHAVE
 FS0664  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0664
 FS0664                         *CURRENT SURVEY CONTROL
 FS0664  ___________________________________________________________________
 FS0664* NAD 83(1986)-  35 28 56.     (N)    114 35 57.     (W)     SCALED    
 FS0664* NAVD 88     -       374.948  (meters)    1230.14   (feet)  POSTED    
 FS0664  ___________________________________________________________________
 FS0664  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FS0664  DYNAMIC HT  -         374.560 (meters)    1228.87  (feet)  COMP
 FS0664  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 FS0664
 FS0664  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0664
 FS0664.The horizontal coordinates were scaled from a topographic map and have
 FS0664.an estimated accuracy of +/- 6 seconds.
 FS0664
 FS0664.The orthometric height was determined by differential leveling
 FS0664.and adjusted by the  in 1992.
 FS0664.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0664.rate of 0.0 thru 1.0 mm/km.
 FS0664
 FS0664.The geoid height was determined by GEOID03.
 FS0664
 FS0664.The dynamic height is computed by dividing the NAVD 88
 FS0664.geopotential number by the normal gravity value computed on the
 FS0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0664.degrees latitude (g = 980.6199 gals.).
 FS0664
 FS0664.The modeled gravity was interpolated from observed gravity values.
 FS0664
 FS0664;                    North         East    Units  Estimated Accuracy
 FS0664;SPC AZ W     -   497,420.      136,300.      MT  (+/- 180 meters Scaled)
 FS0664
 FS0664                          SUPERSEDED SURVEY CONTROL
 FS0664
 FS0664  NGVD 29 (??/??/92)  374.229  (m)         1227.78   (f) ADJ UNCH    1 2
 FS0664
 FS0664.Superseded values are not recommended for survey control.
 FS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0664.See file dsdata.txt to determine how the superseded data were derived.
 FS0664
 FS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV178291(NAD 83)
 FS0664_MARKER: DB = BENCH MARK DISK
 FS0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0664_STAMPING: D 116 1935
 FS0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0664+STABILITY: SURFACE MOTION
 FS0664
 FS0664  HISTORY     - Date     Condition        Report By
 FS0664  HISTORY     - 1935     MONUMENTED       CGS
 FS0664  HISTORY     - 1950     GOOD             NGS
 FS0664
 FS0664                          STATION DESCRIPTION
 FS0664
 FS0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0664'24.2 MI W FROM GRASSHOPPER JUNCTION.
 FS0664'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0664'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 16.8 MILES WEST
 FS0664'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 55 FEET
 FS0664'NORTHWEST OF THE APPROXIMATE CENTER OF A WASH, 39 FEET SOUTHEAST OF
 FS0664'THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST,
 FS0664'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0664'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0510 ***********************************************************************
 CG0510  DESIGNATION -  D 117
 CG0510  PID         -  CG0510
 CG0510  STATE/COUNTY-  AZ/PIMA
 CG0510  USGS QUAD   -  SAUCITO MTN (1981)
 CG0510
 CG0510                         *CURRENT SURVEY CONTROL
 CG0510  ___________________________________________________________________
 CG0510* NAD 83(1986)-  31 42 25.     (N)    111 10 38.     (W)     SCALED    
 CG0510* NAVD 88     -      1024.07   (+/-2cm)    3359.8    (feet)  VERTCON   
 CG0510  ___________________________________________________________________
 CG0510  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CG0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0510
 CG0510.The horizontal coordinates were scaled from a topographic map and have
 CG0510.an estimated accuracy of +/- 6 seconds.
 CG0510
 CG0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0510.The vertical order pertains to the NGVD 29 superseded value.
 CG0510
 CG0510.The geoid height was determined by GEOID03.
 CG0510
 CG0510;                    North         East    Units  Estimated Accuracy
 CG0510;SPC AZ C     -    78,610.      283,450.      MT  (+/- 180 meters Scaled)
 CG0510
 CG0510                          SUPERSEDED SURVEY CONTROL
 CG0510
 CG0510  NGVD 29 (??/??/92) 1023.260  (m)         3357.15   (f) ADJ UNCH    2 0
 CG0510
 CG0510.Superseded values are not recommended for survey control.
 CG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0510.See file dsdata.txt to determine how the superseded data were derived.
 CG0510
 CG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA832079(NAD 83)
 CG0510_MARKER: DB = BENCH MARK DISK
 CG0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0510_STAMPING: D 117 1935
 CG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0510+STABILITY: SURFACE MOTION
 CG0510
 CG0510  HISTORY     - Date     Condition        Report By
 CG0510  HISTORY     - 1935     MONUMENTED       CGS
 CG0510  HISTORY     - 1952     GOOD             NGS
 CG0510  HISTORY     - 20010331 GOOD             NGS
 CG0510
 CG0510                          STATION DESCRIPTION
 CG0510
 CG0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0510'7.5 MI SW FROM ARIVACA JUNCTION.
 CG0510'7.5 MILES SOUTHWEST ALONG THE ARIZACA ROAD FROM THE JUNCTION WITH U.
 CG0510'S. HIGHWAY 89 AT ARIVACA JUNCTION, 0.7 MILE NORTHEAST FROM A SCHOOL,
 CG0510'ABOUT 100 YARDS EAST OF A LARGE WASH, IN A SMALL CLEARING, 45 FEET
 CG0510'SOUTHEAST OF THE CENTER LINE OF ARIVACA ROAD, AND ABOUT LEVEL WITH THE
 CG0510'ROAD, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0510
 CG0510                          STATION RECOVERY (2001)
 CG0510
 CG0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0510'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0617 ***********************************************************************
 CG0617  DESIGNATION -  D 118
 CG0617  PID         -  CG0617
 CG0617  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0617  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0617
 CG0617                         *CURRENT SURVEY CONTROL
 CG0617  ___________________________________________________________________
 CG0617* NAD 83(1986)-  31 25 47.     (N)    111 00 10.     (W)     SCALED    
 CG0617* NAVD 88     -      1104.03   (+/-2cm)    3622.1    (feet)  VERTCON   
 CG0617  ___________________________________________________________________
 CG0617  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0617
 CG0617.The horizontal coordinates were scaled from a topographic map and have
 CG0617.an estimated accuracy of +/- 6 seconds.
 CG0617
 CG0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0617.The vertical order pertains to the NGVD 29 superseded value.
 CG0617
 CG0617.The geoid height was determined by GEOID03.
 CG0617
 CG0617;                    North         East    Units  Estimated Accuracy
 CG0617;SPC AZ C     -    48,000.      300,240.      MT  (+/- 180 meters Scaled)
 CG0617
 CG0617                          SUPERSEDED SURVEY CONTROL
 CG0617
 CG0617  NGVD 29 (??/??/92) 1103.154  (m)         3619.26   (f) ADJ UNCH    2 0
 CG0617
 CG0617.Superseded values are not recommended for survey control.
 CG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0617.See file dsdata.txt to determine how the superseded data were derived.
 CG0617
 CG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV997772(NAD 83)
 CG0617_MARKER: DB = BENCH MARK DISK
 CG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0617_STAMPING: D 118 1935
 CG0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0617+STABILITY: SURFACE MOTION
 CG0617
 CG0617  HISTORY     - Date     Condition        Report By
 CG0617  HISTORY     - 1935     MONUMENTED       CGS
 CG0617  HISTORY     - 1976     GOOD             USGS
 CG0617
 CG0617                          STATION DESCRIPTION
 CG0617
 CG0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0617'7.3 MI N FROM NOGALES.
 CG0617'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0617'STATION AT NOGALES, SANTA CRUZ COUNTY, THENCE 3.0 MILES WEST ALONG THE
 CG0617'RUBY ROAD.  0.6 MILE EAST OF A RANCH ON THE SOUTH SIDE OF THE ROAD,
 CG0617'140 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF A WIRE
 CG0617'GATE TO A RANCH ROAD LEADING NORTHEAST, AT A FENCE CORNER, 6 FEET EAST
 CG0617'OF THE NORTH AND SOUTH FENCE, AND 3 FEET SOUTH OF THE EAST AND WEST
 CG0617'FENCE.  A STANDARD DISK, STAMPED D 118 1935 AND SET IN THE TOP OF A
 CG0617'CONCRETE POST.
 CG0617
 CG0617                          STATION RECOVERY (1976)
 CG0617
 CG0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0617'NOGALES, 7.5 MI N. ALONG I-HWY. 19 TO INTERCHANGE, THENCE 2.2 MI W.
 CG0617'ALONG STATE HWY. 289 TO BRIDGE AND LARGE FILL AT EAST END OF CURVE.
 CG0617'ABOUT 140 FT E. OF WASH, ABOUT 100 FT N. OF CENTERLINE OF HWY., 8 FT
 CG0617'N. OF RIGHT-OF-WAY FENCE. IN TOP OF CONCRETE POST PROJECTING 0.3 FT.
 CG0617'NGS DISK STAMPED D 118 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0404 ***********************************************************************
 FS0404  DESIGNATION -  D 119
 FS0404  PID         -  FS0404
 FS0404  STATE/COUNTY-  AZ/MOHAVE
 FS0404  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0404
 FS0404                         *CURRENT SURVEY CONTROL
 FS0404  ___________________________________________________________________
 FS0404* NAD 83(1986)-  35 47 28.     (N)    114 29 39.     (W)     SCALED    
 FS0404* NAVD 88     -       670.960  (meters)    2201.31   (feet)  POSTED    
 FS0404  ___________________________________________________________________
 FS0404  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0404  DYNAMIC HT  -         670.260 (meters)    2199.01  (feet)  COMP
 FS0404  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 FS0404
 FS0404  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0404
 FS0404.The horizontal coordinates were scaled from a topographic map and have
 FS0404.an estimated accuracy of +/- 6 seconds.
 FS0404
 FS0404.The orthometric height was determined by differential leveling
 FS0404.and adjusted by the  in 1992.
 FS0404.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0404.rate of 0.0 thru 1.0 mm/km.
 FS0404
 FS0404.The geoid height was determined by GEOID03.
 FS0404
 FS0404.The dynamic height is computed by dividing the NAVD 88
 FS0404.geopotential number by the normal gravity value computed on the
 FS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0404.degrees latitude (g = 980.6199 gals.).
 FS0404
 FS0404.The modeled gravity was interpolated from observed gravity values.
 FS0404
 FS0404;                    North         East    Units  Estimated Accuracy
 FS0404;SPC AZ W     -   531,610.      146,090.      MT  (+/- 180 meters Scaled)
 FS0404
 FS0404                          SUPERSEDED SURVEY CONTROL
 FS0404
 FS0404  NGVD 29 (??/??/92)  670.219  (m)         2198.88   (f) ADJ UNCH    1 1
 FS0404
 FS0404.Superseded values are not recommended for survey control.
 FS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0404.See file dsdata.txt to determine how the superseded data were derived.
 FS0404
 FS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV264636(NAD 83)
 FS0404_MARKER: DB = BENCH MARK DISK
 FS0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0404_STAMPING: D 119 1935
 FS0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0404+STABILITY: SURFACE MOTION
 FS0404
 FS0404  HISTORY     - Date     Condition        Report By
 FS0404  HISTORY     - 1935     MONUMENTED       CGS
 FS0404  HISTORY     - 1950     GOOD             NGS
 FS0404  HISTORY     - 1963     GOOD             NGS
 FS0404
 FS0404                          STATION DESCRIPTION
 FS0404
 FS0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0404'23 MI S FROM MOUTH OF DETRITAL WASH.
 FS0404'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0404'MEAD, THENCE 16.1 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.1
 FS0404'MILE EAST OF THE EAST EDGE OF DETRITAL WASH, 116 FEET NORTH OF
 FS0404'AND ACROSS THE ROAD FROM A 22-INCH JOSHUA TREE, 115 FEET EAST OF
 FS0404'A 17-INCH JOSHUA TREE, 47 FEET NORTH OF THE CENTER LINE OF THE
 FS0404'ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FS0404'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 FS0404'ABOVE THE GROUND.
 FS0404
 FS0404                          STATION RECOVERY (1963)
 FS0404
 FS0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0677 ***********************************************************************
 ET0677  DESIGNATION -  D 12
 ET0677  PID         -  ET0677
 ET0677  STATE/COUNTY-  AZ/LA PAZ
 ET0677  USGS QUAD   -  ALAMO DAM (1990)
 ET0677
 ET0677                         *CURRENT SURVEY CONTROL
 ET0677  ___________________________________________________________________
 ET0677* NAD 83(1986)-  34 07 43.     (N)    113 31 33.     (W)     SCALED    
 ET0677* NAVD 88     -       616.550  (meters)    2022.80   (feet)  ADJUSTED  
 ET0677  ___________________________________________________________________
 ET0677  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET0677  DYNAMIC HT  -         615.842 (meters)    2020.47  (feet)  COMP
 ET0677  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 ET0677  OBS GRAVITY -     979,468.9   (mgal)                       GRAV_OBS
 ET0677
 ET0677  VERT ORDER  -  FIRST     CLASS II
 ET0677
 ET0677.The horizontal coordinates were scaled from a topographic map and have
 ET0677.an estimated accuracy of +/- 6 seconds.
 ET0677
 ET0677.The orthometric height was determined by differential leveling
 ET0677.and adjusted in June 1991.
 ET0677
 ET0677.The geoid height was determined by GEOID03.
 ET0677
 ET0677.The dynamic height is computed by dividing the NAVD 88
 ET0677.geopotential number by the normal gravity value computed on the
 ET0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0677.degrees latitude (g = 980.6199 gals.).
 ET0677
 ET0677.The modeled gravity was interpolated from observed gravity values.
 ET0677.The observed gravity was obtained from relative gravimeter ties
 ET0677.to the IGSN71 gravity network.
 ET0677
 ET0677;                    North         East    Units  Estimated Accuracy
 ET0677;SPC AZ W     -   346,950.      234,040.      MT  (+/- 180 meters Scaled)
 ET0677
 ET0677                          SUPERSEDED SURVEY CONTROL
 ET0677
 ET0677  NGVD 29 (??/??/92)  615.849  (m)         2020.50   (f) ADJ UNCH    1 2
 ET0677
 ET0677.Superseded values are not recommended for survey control.
 ET0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0677.See file dsdata.txt to determine how the superseded data were derived.
 ET0677
 ET0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC670792(NAD 83)
 ET0677_MARKER: DB = BENCH MARK DISK
 ET0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0677_STAMPING: 2020.498 D 12 1927
 ET0677_MARK LOGO: CGS   
 ET0677_PROJECTION: PROJECTING 18 CENTIMETERS
 ET0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0677+STABILITY: SURFACE MOTION
 ET0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0677+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0677
 ET0677  HISTORY     - Date     Condition        Report By
 ET0677  HISTORY     - 1927     MONUMENTED       CGS
 ET0677  HISTORY     - 1955     GOOD             NGS
 ET0677  HISTORY     - 1981     GOOD             NGS
 ET0677  HISTORY     - 19990306 GOOD             USPSQD
 ET0677  HISTORY     - 20070210 GOOD             USPSQD
 ET0677  HISTORY     - 20081016 GOOD             GEOCAC
 ET0677
 ET0677                          STATION DESCRIPTION
 ET0677
 ET0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0677'23.6 MI N FROM WENDEN.
 ET0677'23.6 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0677'WENDEN, YUMA COUNTY, 9.6 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0677'LEADING TO CONGRESS JUNCTION, 5.0 MILES NORTH OF THE Y-INTERSECTION OF
 ET0677'A ROAD FROM THE RIGHT (IN THE V OF WHICH ABOUT 1 MILE DISTANT IS A
 ET0677'PROMINENT VOLCANIC HILL), 58 YARDS WEST OF TWO GIANT CACTI ABOUT 10
 ET0677'FEET APART ON THE SOUTH EDGE OF THE ROAD, AND 30 FEET NORTH OF THE
 ET0677'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 2020.498 D 12 1927
 ET0677'AND SET IN THE TOP OF A CONCRETE POST.
 ET0677
 ET0677                          STATION RECOVERY (1981)
 ET0677
 ET0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0677'37.2 KM (23.1 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0677'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.25 KM (0.15 MI) NORTHEAST OF
 ET0677'THE Y JUNCTION OF A DIRT ROAD LEADING NORTHEAST, ALSO 22.2 KM (13.8
 ET0677'MI) SOUTHEAST OF THE SOUTHEAST END OF ALAMO DAM, AT THE MIDDLE OF THE
 ET0677'OUTSIDE OF A ROAD CURVE, 36.3 METERS (119 FT) SOUTHEAST OF THE
 ET0677'CENTERLINE OF THE ROAD, 15.5 METERS (51.0 FT) NORTHWEST OF THE
 ET0677'CENTERLINE OF A DIRT ROAD.
 ET0677'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 ET0677'THE MARK IS 0.8 M ABOVE ALAMO ROAD.
 ET0677
 ET0677                          STATION RECOVERY (1999)
 ET0677
 ET0677'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0677'RECOVERED IN GOOD CONDITION.
 ET0677
 ET0677                          STATION RECOVERY (2007)
 ET0677
 ET0677'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0677'RECOVERED AS DESCRIBED.
 ET0677
 ET0677                          STATION RECOVERY (2008)
 ET0677
 ET0677'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0677'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF
 ET0677'N 34 07.722' W 113 31.545'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0650 ***********************************************************************
 CG0650  DESIGNATION -  D 121
 CG0650  PID         -  CG0650
 CG0650  STATE/COUNTY-  AZ/PIMA
 CG0650  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0650
 CG0650                         *CURRENT SURVEY CONTROL
 CG0650  ___________________________________________________________________
 CG0650* NAD 83(1986)-  31 55 06.     (N)    111 40 57.     (W)     SCALED    
 CG0650* NAVD 88     -      1001.86   (+/-2cm)    3286.9    (feet)  VERTCON   
 CG0650  ___________________________________________________________________
 CG0650  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CG0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0650
 CG0650.The horizontal coordinates were scaled from a topographic map and have
 CG0650.an estimated accuracy of +/- 6 seconds.
 CG0650
 CG0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0650.The vertical order pertains to the NGVD 29 superseded value.
 CG0650
 CG0650.The geoid height was determined by GEOID03.
 CG0650
 CG0650;                    North         East    Units  Estimated Accuracy
 CG0650;SPC AZ C     -   101,840.      235,510.      MT  (+/- 180 meters Scaled)
 CG0650
 CG0650                          SUPERSEDED SURVEY CONTROL
 CG0650
 CG0650  NGVD 29 (??/??/92) 1001.095  (m)         3284.43   (f) ADJ UNCH    2 0
 CG0650
 CG0650.Superseded values are not recommended for survey control.
 CG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0650.See file dsdata.txt to determine how the superseded data were derived.
 CG0650
 CG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA354315(NAD 83)
 CG0650_MARKER: DB = BENCH MARK DISK
 CG0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0650_STAMPING: D 121 1935
 CG0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0650+STABILITY: SURFACE MOTION
 CG0650
 CG0650  HISTORY     - Date     Condition        Report By
 CG0650  HISTORY     - 1935     MONUMENTED       CGS
 CG0650  HISTORY     - 1952     GOOD             NGS
 CG0650
 CG0650                          STATION DESCRIPTION
 CG0650
 CG0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0650'19.45 MI E FROM SELLS.
 CG0650'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS
 CG0650'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 6.35 MILES
 CG0650'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, AT A SADDLE OF A RIDGE AT
 CG0650'THE TOP OF A GRADE, 0.2 MILE SOUTH OF THE INTERSECTION OF BABOQUIVARI
 CG0650'FOOT HILLS ROAD AND ROAD LEADING TO SELLS AND EAST TO SAN JUAN CANYON,
 CG0650'31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A
 CG0650'WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 CG0650'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0665 ***********************************************************************
 CG0665  DESIGNATION -  D 122
 CG0665  PID         -  CG0665
 CG0665  STATE/COUNTY-  AZ/PIMA
 CG0665  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0665
 CG0665                         *CURRENT SURVEY CONTROL
 CG0665  ___________________________________________________________________
 CG0665* NAD 83(1986)-  31 49 12.     (N)    111 39 59.     (W)     SCALED    
 CG0665* NAVD 88     -       952.12   (+/-2cm)    3123.7    (feet)  VERTCON   
 CG0665  ___________________________________________________________________
 CG0665  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0665
 CG0665.The horizontal coordinates were scaled from a topographic map and have
 CG0665.an estimated accuracy of +/- 6 seconds.
 CG0665
 CG0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0665.The vertical order pertains to the NGVD 29 superseded value.
 CG0665
 CG0665.The geoid height was determined by GEOID03.
 CG0665
 CG0665;                    North         East    Units  Estimated Accuracy
 CG0665;SPC AZ C     -    90,940.      237,050.      MT  (+/- 180 meters Scaled)
 CG0665
 CG0665                          SUPERSEDED SURVEY CONTROL
 CG0665
 CG0665  NGVD 29 (??/??/92)  951.355  (m)         3121.24   (f) ADJ UNCH    2 0
 CG0665
 CG0665.Superseded values are not recommended for survey control.
 CG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0665.See file dsdata.txt to determine how the superseded data were derived.
 CG0665
 CG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA369206(NAD 83)
 CG0665_MARKER: DB = BENCH MARK DISK
 CG0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0665_STAMPING: D 122 1935
 CG0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0665+STABILITY: SURFACE MOTION
 CG0665
 CG0665  HISTORY     - Date     Condition        Report By
 CG0665  HISTORY     - 1935     MONUMENTED       CGS
 CG0665  HISTORY     - 1952     GOOD             NGS
 CG0665
 CG0665                          STATION DESCRIPTION
 CG0665
 CG0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0665'10.9 MI E FROM TOPAWA.
 CG0665'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0665'TOPAWA, THENCE 1.6 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0665'ROAD, 62 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF
 CG0665'THE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0665'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND, A METAL TAG ON A
 CG0665'STAKE STAMPED 3121.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0067 ***********************************************************************
 DU0067  DESIGNATION -  D 123
 DU0067  PID         -  DU0067
 DU0067  STATE/COUNTY-  AZ/GILA
 DU0067  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0067
 DU0067                         *CURRENT SURVEY CONTROL
 DU0067  ___________________________________________________________________
 DU0067* NAD 83(1986)-  33 32 55.     (N)    110 09 02.     (W)     SCALED    
 DU0067* NAVD 88     -      1589.683  (meters)    5215.48   (feet)  ADJUSTED  
 DU0067  ___________________________________________________________________
 DU0067  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DU0067  DYNAMIC HT  -        1587.338 (meters)    5207.79  (feet)  COMP
 DU0067  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 DU0067
 DU0067  VERT ORDER  -  SECOND    CLASS 0
 DU0067
 DU0067.The horizontal coordinates were scaled from a topographic map and have
 DU0067.an estimated accuracy of +/- 6 seconds.
 DU0067
 DU0067.The orthometric height was determined by differential leveling
 DU0067.and adjusted in June 1991.
 DU0067
 DU0067.The geoid height was determined by GEOID03.
 DU0067
 DU0067.The dynamic height is computed by dividing the NAVD 88
 DU0067.geopotential number by the normal gravity value computed on the
 DU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0067.degrees latitude (g = 980.6199 gals.).
 DU0067
 DU0067.The modeled gravity was interpolated from observed gravity values.
 DU0067
 DU0067;                    North         East    Units  Estimated Accuracy
 DU0067;SPC AZ E     -   282,590.      214,860.      MT  (+/- 180 meters Scaled)
 DU0067
 DU0067                          SUPERSEDED SURVEY CONTROL
 DU0067
 DU0067  NGVD 29 (??/??/92) 1588.938  (m)         5213.04   (f) ADJ UNCH    2 0
 DU0067
 DU0067.Superseded values are not recommended for survey control.
 DU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0067.See file dsdata.txt to determine how the superseded data were derived.
 DU0067
 DU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC788124(NAD 83)
 DU0067_MARKER: DB = BENCH MARK DISK
 DU0067_SETTING: 66 = SET IN ROCK OUTCROP
 DU0067_SP_SET: ROCK OUTCROP
 DU0067_STAMPING: D 123 1935
 DU0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0067+STABILITY: POSITION/ELEVATION WELL
 DU0067
 DU0067  HISTORY     - Date     Condition        Report By
 DU0067  HISTORY     - 1935     MONUMENTED       CGS
 DU0067  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0067
 DU0067                          STATION DESCRIPTION
 DU0067
 DU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0067'3.9 MI NW FROM WARM SPRING.
 DU0067'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0067'COUNTY, 8.3 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, 31 FEET WEST
 DU0067'OF THE CENTER OF THE JUNCTION OF A ROAD, 50 FEET NORTH OF A 24-INCH
 DU0067'JUNIPER TREE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 DU0067'STAMPED D 123 1935.
 DU0067
 DU0067                          STATION RECOVERY (1966)
 DU0067
 DU0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0479 ***********************************************************************
 FR0479  DESIGNATION -  D 124
 FR0479  PID         -  FR0479
 FR0479  STATE/COUNTY-  AZ/MOHAVE
 FR0479  USGS QUAD   -  ANTARES (1980)
 FR0479
 FR0479                         *CURRENT SURVEY CONTROL
 FR0479  ___________________________________________________________________
 FR0479* NAD 83(1986)-  35 24 34.     (N)    113 46 34.     (W)     SCALED    
 FR0479* NAVD 88     -      1096.113  (meters)    3596.16   (feet)  ADJUSTED  
 FR0479  ___________________________________________________________________
 FR0479  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FR0479  DYNAMIC HT  -        1094.805 (meters)    3591.87  (feet)  COMP
 FR0479  MODELED GRAV-     979,402.4   (mgal)                       NAVD 88
 FR0479
 FR0479  VERT ORDER  -  FIRST     CLASS I
 FR0479
 FR0479.The horizontal coordinates were scaled from a topographic map and have
 FR0479.an estimated accuracy of +/- 6 seconds.
 FR0479
 FR0479.The orthometric height was determined by differential leveling
 FR0479.and adjusted in June 1991.
 FR0479
 FR0479.The geoid height was determined by GEOID03.
 FR0479
 FR0479.The dynamic height is computed by dividing the NAVD 88
 FR0479.geopotential number by the normal gravity value computed on the
 FR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0479.degrees latitude (g = 980.6199 gals.).
 FR0479
 FR0479.The modeled gravity was interpolated from observed gravity values.
 FR0479
 FR0479;                    North         East    Units  Estimated Accuracy
 FR0479;SPC AZ W     -   489,010.      210,990.      MT  (+/- 180 meters Scaled)
 FR0479
 FR0479                          SUPERSEDED SURVEY CONTROL
 FR0479
 FR0479  NGVD 29 (??/??/92) 1095.307  (m)         3593.52   (f) ADJ UNCH    1 1
 FR0479
 FR0479.Superseded values are not recommended for survey control.
 FR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0479.See file dsdata.txt to determine how the superseded data were derived.
 FR0479
 FR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE479219(NAD 83)
 FR0479_MARKER: DB = BENCH MARK DISK
 FR0479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0479_STAMPING: D 124 1935
 FR0479_MARK LOGO: CGS   
 FR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0479+STABILITY: SURFACE MOTION
 FR0479
 FR0479  HISTORY     - Date     Condition        Report By
 FR0479  HISTORY     - 1935     MONUMENTED       CGS
 FR0479  HISTORY     - 1940     GOOD             NGS
 FR0479  HISTORY     - 1982     GOOD             NGS
 FR0479
 FR0479                          STATION DESCRIPTION
 FR0479
 FR0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0479'4.0 MI NW FROM HACKBERRY.
 FR0479'4.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0479'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 6-1/2 POLES EAST OF
 FR0479'MILEPOST 493, 200 FEET WEST OF A CATTLE GUARD, AT CONCRETE CULVERT C
 FR0479'493, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET NORTH
 FR0479'OF THE CENTERLINE OF THE NORTH TRACK, AND 2 FEET LOWER THAN THE TOP OF
 FR0479'THE RAIL.  A STANDARD DISK, STAMPED D 124 1935.
 FR0479
 FR0479                          STATION RECOVERY (1982)
 FR0479
 FR0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0526 ***********************************************************************
 FR0526  DESIGNATION -  D 125
 FR0526  PID         -  FR0526
 FR0526  STATE/COUNTY-  AZ/MOHAVE
 FR0526  USGS QUAD   -  ANTARES (1980)
 FR0526
 FR0526                         *CURRENT SURVEY CONTROL
 FR0526  ___________________________________________________________________
 FR0526* NAD 83(1986)-  35 27 27.     (N)    113 48 18.     (W)     SCALED    
 FR0526* NAVD 88     -       990.000  (meters)    3248.03   (feet)  POSTED    
 FR0526  ___________________________________________________________________
 FR0526  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FR0526  DYNAMIC HT  -         988.850 (meters)    3244.25  (feet)  COMP
 FR0526  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 FR0526
 FR0526  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0526
 FR0526.The horizontal coordinates were scaled from a topographic map and have
 FR0526.an estimated accuracy of +/- 6 seconds.
 FR0526
 FR0526.The orthometric height was determined by differential leveling
 FR0526.and adjusted by the  in 1992.
 FR0526.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0526.rate of 1.1 thru 2.0 mm/km.
 FR0526
 FR0526.The geoid height was determined by GEOID03.
 FR0526
 FR0526.The dynamic height is computed by dividing the NAVD 88
 FR0526.geopotential number by the normal gravity value computed on the
 FR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0526.degrees latitude (g = 980.6199 gals.).
 FR0526
 FR0526.The modeled gravity was interpolated from observed gravity values.
 FR0526
 FR0526;                    North         East    Units  Estimated Accuracy
 FR0526;SPC AZ W     -   494,340.      208,370.      MT  (+/- 180 meters Scaled)
 FR0526
 FR0526                          SUPERSEDED SURVEY CONTROL
 FR0526
 FR0526  NGVD 29 (??/??/92)  989.221  (m)         3245.47   (f) ADJ UNCH    1 1
 FR0526
 FR0526.Superseded values are not recommended for survey control.
 FR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0526.See file dsdata.txt to determine how the superseded data were derived.
 FR0526
 FR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE454273(NAD 83)
 FR0526_MARKER: DB = BENCH MARK DISK
 FR0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0526_STAMPING: D 125 1935
 FR0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0526+STABILITY: SURFACE MOTION
 FR0526
 FR0526  HISTORY     - Date     Condition        Report By
 FR0526  HISTORY     - 1935     MONUMENTED       CGS
 FR0526  HISTORY     - 1968     GOOD             USGS
 FR0526
 FR0526                          STATION DESCRIPTION
 FR0526
 FR0526'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0526'24.6 MI NE FROM KINGMAN.
 FR0526'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT IN
 FR0526'KINGMAN, ARIZONA GO EAST ON US HIGHWAY 66 FOR 21.5 MILES TO PIERCE
 FR0526'FERRY ROAD AT ANTARES.  TURN LEFT (NORTH) ON PIERCE FERRY ROAD AND GO
 FR0526'2.6 MILES.  TURN RIGHT (EAST) ON DIRT ROAD AND GO 0.5 MILES.  BENCH
 FR0526'MARK IS 82 FT EAST OF ROAD AND DRAIN CROSSING AND 25 FT NORTH OF ROAD.
 FR0526'A STANDARD DISK SET IN CONCRETE POST PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0459 ***********************************************************************
 FS0459  DESIGNATION -  D 126
 FS0459  PID         -  FS0459
 FS0459  STATE/COUNTY-  AZ/MOHAVE
 FS0459  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0459
 FS0459                         *CURRENT SURVEY CONTROL
 FS0459  ___________________________________________________________________
 FS0459* NAD 83(1986)-  35 54 27.     (N)    114 06 05.     (W)     SCALED    
 FS0459* NAVD 88     -      1158.118  (meters)    3799.59   (feet)  POSTED    
 FS0459  ___________________________________________________________________
 FS0459  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FS0459  DYNAMIC HT  -        1156.820 (meters)    3795.33  (feet)  COMP
 FS0459  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 FS0459
 FS0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0459
 FS0459.The horizontal coordinates were scaled from a topographic map and have
 FS0459.an estimated accuracy of +/- 6 seconds.
 FS0459
 FS0459.The orthometric height was determined by differential leveling
 FS0459.and adjusted by the  in 1992.
 FS0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0459.rate of 0.0 thru 1.0 mm/km.
 FS0459
 FS0459.The geoid height was determined by GEOID03.
 FS0459
 FS0459.The dynamic height is computed by dividing the NAVD 88
 FS0459.geopotential number by the normal gravity value computed on the
 FS0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0459.degrees latitude (g = 980.6199 gals.).
 FS0459
 FS0459.The modeled gravity was interpolated from observed gravity values.
 FS0459
 FS0459;                    North         East    Units  Estimated Accuracy
 FS0459;SPC AZ W     -   544,330.      181,640.      MT  (+/- 180 meters Scaled)
 FS0459
 FS0459                          SUPERSEDED SURVEY CONTROL
 FS0459
 FS0459  NGVD 29 (??/??/92) 1157.365  (m)         3797.12   (f) ADJ UNCH    1 1
 FS0459
 FS0459.Superseded values are not recommended for survey control.
 FS0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0459.See file dsdata.txt to determine how the superseded data were derived.
 FS0459
 FS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV615775(NAD 83)
 FS0459_MARKER: DB = BENCH MARK DISK
 FS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0459_STAMPING: D 126 1935
 FS0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0459+STABILITY: SURFACE MOTION
 FS0459
 FS0459  HISTORY     - Date     Condition        Report By
 FS0459  HISTORY     - 1935     MONUMENTED       CGS
 FS0459  HISTORY     - 1950     GOOD             NGS
 FS0459  HISTORY     - 1986     GOOD             USPSQD
 FS0459
 FS0459                          STATION DESCRIPTION
 FS0459
 FS0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0459'17.2 MI S FROM PIERCES FERRY.
 FS0459'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0459'RANGER STATION AT PIERCES FERRY, THENCE 3.8 MILES SOUTH ALONG
 FS0459'A DIRT ROAD, ON THE SOUTH SLOPE OF A SMALL HILL, 42 FEET
 FS0459'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 38 FEET NORTH OF THE
 FS0459'APPROXIMATE CENTER OF A SMALL WASH, 14 FEET EAST OF THE CENTER
 FS0459'LINE OF AN OLD ABANDONED ROAD, 2.5 FEET SOUTH OF A WITNESS
 FS0459'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 FS0459'ABOVE GROUND.
 FS0459
 FS0459                          STATION RECOVERY (1986)
 FS0459
 FS0459'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0397 ***********************************************************************
 GR0397  DESIGNATION -  D 127
 GR0397  PID         -  GR0397
 GR0397  STATE/COUNTY-  AZ/MOHAVE
 GR0397  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0397
 GR0397                         *CURRENT SURVEY CONTROL
 GR0397  ___________________________________________________________________
 GR0397* NAD 83(1986)-  36 06 44.     (N)    114 02 21.     (W)     SCALED    
 GR0397* NAVD 88     -       595.071  (meters)    1952.33   (feet)  POSTED    
 GR0397  ___________________________________________________________________
 GR0397  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GR0397  DYNAMIC HT  -         594.450 (meters)    1950.29  (feet)  COMP
 GR0397  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 GR0397
 GR0397  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0397
 GR0397.The horizontal coordinates were scaled from a topographic map and have
 GR0397.an estimated accuracy of +/- 6 seconds.
 GR0397
 GR0397.The orthometric height was determined by differential leveling
 GR0397.and adjusted by the  in 1992.
 GR0397.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0397.rate of 0.0 thru 1.0 mm/km.
 GR0397
 GR0397.The geoid height was determined by GEOID03.
 GR0397
 GR0397.The dynamic height is computed by dividing the NAVD 88
 GR0397.geopotential number by the normal gravity value computed on the
 GR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0397.degrees latitude (g = 980.6199 gals.).
 GR0397
 GR0397.The modeled gravity was interpolated from observed gravity values.
 GR0397
 GR0397;                    North         East    Units  Estimated Accuracy
 GR0397;SPC AZ W     -   567,020.      187,330.      MT  (+/- 180 meters Scaled)
 GR0397
 GR0397                          SUPERSEDED SURVEY CONTROL
 GR0397
 GR0397  NGVD 29 (??/??/92)  594.367  (m)         1950.02   (f) ADJ UNCH    1 1
 GR0397
 GR0397.Superseded values are not recommended for survey control.
 GR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0397.See file dsdata.txt to determine how the superseded data were derived.
 GR0397
 GR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA665004(NAD 83)
 GR0397_MARKER: DB = BENCH MARK DISK
 GR0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0397_STAMPING: D 127 1935
 GR0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0397+STABILITY: SURFACE MOTION
 GR0397
 GR0397  HISTORY     - Date     Condition        Report By
 GR0397  HISTORY     - 1935     MONUMENTED       CGS
 GR0397  HISTORY     - 1950     GOOD             NGS
 GR0397
 GR0397                          STATION DESCRIPTION
 GR0397
 GR0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0397'2.3 MI SW FROM PIERCES FERRY.
 GR0397'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0397'STATION AT PIERCES FERRY, THENCE 1.8 MILES SOUTHWEST ALONG AN OLD
 GR0397'ABANDONED ROAD, 0.1 MILE SOUTH OF A POINT WHERE THE ROAD STARTS TO
 GR0397'DESCEND INTO A WASH, ON THE OUTSIDE OF A LONG CURVE, 55 FEET EAST OF
 GR0397'THE CENTER LINE OF THE PARK SERVICE ROAD, 10 FEET EAST OF THE CENTER
 GR0397'LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 GR0397'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0436 ***********************************************************************
 FS0436  DESIGNATION -  D 128
 FS0436  PID         -  FS0436
 FS0436  STATE/COUNTY-  AZ/MOHAVE
 FS0436  USGS QUAD   -  GOLD BASIN (1989)
 FS0436
 FS0436                         *CURRENT SURVEY CONTROL
 FS0436  ___________________________________________________________________
 FS0436* NAD 83(1986)-  35 50 19.     (N)    114 09 37.     (W)     SCALED    
 FS0436* NAVD 88     -       825.450  (meters)    2708.16   (feet)  POSTED    
 FS0436  ___________________________________________________________________
 FS0436  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FS0436  DYNAMIC HT  -         824.550 (meters)    2705.21  (feet)  COMP
 FS0436  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 FS0436
 FS0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0436
 FS0436.The horizontal coordinates were scaled from a topographic map and have
 FS0436.an estimated accuracy of +/- 6 seconds.
 FS0436
 FS0436.The orthometric height was determined by differential leveling
 FS0436.and adjusted by the  in 1992.
 FS0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0436.rate of 0.0 thru 1.0 mm/km.
 FS0436
 FS0436.The geoid height was determined by GEOID03.
 FS0436
 FS0436.The dynamic height is computed by dividing the NAVD 88
 FS0436.geopotential number by the normal gravity value computed on the
 FS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0436.degrees latitude (g = 980.6199 gals.).
 FS0436
 FS0436.The modeled gravity was interpolated from observed gravity values.
 FS0436
 FS0436;                    North         East    Units  Estimated Accuracy
 FS0436;SPC AZ W     -   536,700.      176,300.      MT  (+/- 180 meters Scaled)
 FS0436
 FS0436                          SUPERSEDED SURVEY CONTROL
 FS0436
 FS0436  NGVD 29 (??/??/92)  824.726  (m)         2705.79   (f) ADJ UNCH    1 1
 FS0436
 FS0436.Superseded values are not recommended for survey control.
 FS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0436.See file dsdata.txt to determine how the superseded data were derived.
 FS0436
 FS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV564697(NAD 83)
 FS0436_MARKER: DB = BENCH MARK DISK
 FS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0436_STAMPING: D 128 1935
 FS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0436+STABILITY: SURFACE MOTION
 FS0436
 FS0436  HISTORY     - Date     Condition        Report By
 FS0436  HISTORY     - 1935     MONUMENTED       CGS
 FS0436  HISTORY     - 1950     GOOD             NGS
 FS0436  HISTORY     - 19870126 GOOD             USPSQD
 FS0436
 FS0436                          STATION DESCRIPTION
 FS0436
 FS0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0436'31.2 MI S FROM PIERCES FERRY.
 FS0436'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0436'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0436'DIRT ROAD, THENCE 4.1 MILES NORTHWEST ALONG THE HUALPAI WASH ROAD,
 FS0436'11 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.1 FEET NORTH
 FS0436'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 FS0436'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0436
 FS0436                          STATION RECOVERY (1987)
 FS0436
 FS0436'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1067 ***********************************************************************
 DV1067  DESIGNATION -  D 13
 DV1067  PID         -  DV1067
 DV1067  STATE/COUNTY-  AZ/MARICOPA
 DV1067  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1067
 DV1067                         *CURRENT SURVEY CONTROL
 DV1067  ___________________________________________________________________
 DV1067* NAD 83(1986)-  33 28 31.     (N)    113 02 19.     (W)     SCALED    
 DV1067* NAVD 88     -       369.129  (meters)    1211.05   (feet)  ADJUSTED  
 DV1067  ___________________________________________________________________
 DV1067  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1067  DYNAMIC HT  -         368.706 (meters)    1209.66  (feet)  COMP
 DV1067  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 DV1067
 DV1067  VERT ORDER  -  FIRST     CLASS II
 DV1067
 DV1067.The horizontal coordinates were scaled from a topographic map and have
 DV1067.an estimated accuracy of +/- 6 seconds.
 DV1067
 DV1067.The orthometric height was determined by differential leveling
 DV1067.and adjusted in June 1991.
 DV1067
 DV1067.The geoid height was determined by GEOID03.
 DV1067
 DV1067.The dynamic height is computed by dividing the NAVD 88
 DV1067.geopotential number by the normal gravity value computed on the
 DV1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1067.degrees latitude (g = 980.6199 gals.).
 DV1067
 DV1067.The modeled gravity was interpolated from observed gravity values.
 DV1067
 DV1067;                    North         East    Units  Estimated Accuracy
 DV1067;SPC AZ C     -   275,020.      109,080.      MT  (+/- 180 meters Scaled)
 DV1067
 DV1067                          SUPERSEDED SURVEY CONTROL
 DV1067
 DV1067  NGVD 29 (??/??/92)  368.480  (m)         1208.92   (f) ADJ UNCH    1 2
 DV1067
 DV1067.Superseded values are not recommended for survey control.
 DV1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1067.See file dsdata.txt to determine how the superseded data were derived.
 DV1067
 DV1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC105058(NAD 83)
 DV1067_MARKER: DB = BENCH MARK DISK
 DV1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1067_STAMPING: D 13 1927 1208.921
 DV1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1067+STABILITY: SURFACE MOTION
 DV1067
 DV1067  HISTORY     - Date     Condition        Report By
 DV1067  HISTORY     - 1927     MONUMENTED       CGS
 DV1067  HISTORY     - 1967     GOOD             NGS
 DV1067  HISTORY     - 1981     GOOD             NGS
 DV1067
 DV1067                          STATION DESCRIPTION
 DV1067
 DV1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1067'8.55 MI SW FROM TONOPAH.
 DV1067'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1067'TONOPAH, THENCE 1.7 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD, IN
 DV1067'SECTION 36, T 2 N, R 8 W, 263 YARDS SOUTHWEST OF THE CENTER LINE OF
 DV1067'THE ROAD, 34 FEET NORTHEAST OF THE CENTER LINE OF A NARROW WASH, 2.7
 DV1067'FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 DV1067'CONCRETE POST PROJECTING 5 INCHES.
 DV1067
 DV1067                          STATION RECOVERY (1981)
 DV1067
 DV1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0114 ***********************************************************************
 GQ0114  DESIGNATION -  D 130
 GQ0114  PID         -  GQ0114
 GQ0114  STATE/COUNTY-  AZ/MOHAVE
 GQ0114  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0114
 GQ0114                         *CURRENT SURVEY CONTROL
 GQ0114  ___________________________________________________________________
 GQ0114* NAD 83(1986)-  36 14 58.     (N)    113 55 04.     (W)     SCALED    
 GQ0114* NAVD 88     -       577.003  (meters)    1893.05   (feet)  POSTED    
 GQ0114  ___________________________________________________________________
 GQ0114  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GQ0114  DYNAMIC HT  -         576.400 (meters)    1891.07  (feet)  COMP
 GQ0114  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 GQ0114
 GQ0114  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0114
 GQ0114.The horizontal coordinates were scaled from a topographic map and have
 GQ0114.an estimated accuracy of +/- 6 seconds.
 GQ0114
 GQ0114.The orthometric height was determined by differential leveling
 GQ0114.and adjusted by the  in 1992.
 GQ0114.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0114.rate of 0.0 thru 1.0 mm/km.
 GQ0114
 GQ0114.The geoid height was determined by GEOID03.
 GQ0114
 GQ0114.The dynamic height is computed by dividing the NAVD 88
 GQ0114.geopotential number by the normal gravity value computed on the
 GQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0114.degrees latitude (g = 980.6199 gals.).
 GQ0114
 GQ0114.The modeled gravity was interpolated from observed gravity values.
 GQ0114
 GQ0114;                    North         East    Units  Estimated Accuracy
 GQ0114;SPC AZ W     -   582,220.      198,280.      MT  (+/- 180 meters Scaled)
 GQ0114
 GQ0114                          SUPERSEDED SURVEY CONTROL
 GQ0114
 GQ0114  NGVD 29 (??/??/92)  576.305  (m)         1890.76   (f) ADJ UNCH    1 1
 GQ0114
 GQ0114.Superseded values are not recommended for survey control.
 GQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0114.See file dsdata.txt to determine how the superseded data were derived.
 GQ0114
 GQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF378155(NAD 83)
 GQ0114_MARKER: DB = BENCH MARK DISK
 GQ0114_SETTING: 80 = SET IN A BOULDER
 GQ0114_SP_SET: BOULDER
 GQ0114_STAMPING: D 130 1935
 GQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0114+STABILITY: SURFACE MOTION
 GQ0114
 GQ0114  HISTORY     - Date     Condition        Report By
 GQ0114  HISTORY     - 1935     MONUMENTED       CGS
 GQ0114  HISTORY     - 1950     GOOD             NGS
 GQ0114
 GQ0114                          STATION DESCRIPTION
 GQ0114
 GQ0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0114'53.5 MI SE FROM RIVERSIDE, NV.
 GQ0114'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0114'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0114'THENCE 13.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0114'FERRY ROAD, 0.2 MILE NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD
 GQ0114'LEADING WEST, 0.1 MILE SOUTHEAST OF A POINT WHERE THE ROAD CURVES
 GQ0114'AROUND THE END OF A LOW RIDGE, IN THE TOP OF A FLAT TOP BOULDER
 GQ0114'PROJECTING 1.0 FOOT ABOVE THE GROUND, 34 FEET SOUTH OF THE APPROXIMATE
 GQ0114'CENTER OF A WASH, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 3
 GQ0114'FEET NORTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0318 ***********************************************************************
 ET0318  DESIGNATION -  D 132
 ET0318  PID         -  ET0318
 ET0318  STATE/COUNTY-  AZ/YAVAPAI
 ET0318  USGS QUAD   -  ESTLER PEAK (1974)
 ET0318
 ET0318                         *CURRENT SURVEY CONTROL
 ET0318  ___________________________________________________________________
 ET0318* NAD 83(1986)-  34 23 19.     (N)    112 01 12.     (W)     SCALED    
 ET0318* NAVD 88     -      1198.06   (+/-2cm)    3930.6    (feet)  VERTCON   
 ET0318  ___________________________________________________________________
 ET0318  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 ET0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0318
 ET0318.The horizontal coordinates were scaled from a topographic map and have
 ET0318.an estimated accuracy of +/- 6 seconds.
 ET0318
 ET0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0318.The vertical order pertains to the NGVD 29 superseded value.
 ET0318
 ET0318.The geoid height was determined by GEOID03.
 ET0318
 ET0318;                    North         East    Units  Estimated Accuracy
 ET0318;SPC AZ C     -   375,760.      203,860.      MT  (+/- 180 meters Scaled)
 ET0318
 ET0318                          SUPERSEDED SURVEY CONTROL
 ET0318
 ET0318  NGVD 29 (??/??/92) 1197.347  (m)         3928.30   (f) ADJ UNCH    2 0
 ET0318
 ET0318.Superseded values are not recommended for survey control.
 ET0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0318.See file dsdata.txt to determine how the superseded data were derived.
 ET0318
 ET0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD062057(NAD 83)
 ET0318_MARKER: DB = BENCH MARK DISK
 ET0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0318_STAMPING: D 132 1935
 ET0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0318+STABILITY: SURFACE MOTION
 ET0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0318+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0318
 ET0318  HISTORY     - Date     Condition        Report By
 ET0318  HISTORY     - 1935     MONUMENTED       CGS
 ET0318  HISTORY     - 1952     GOOD             NGS
 ET0318  HISTORY     - 20080613 GOOD             GEOCAC
 ET0318  HISTORY     - 20080816 GOOD             GEOCAC
 ET0318
 ET0318                          STATION DESCRIPTION
 ET0318
 ET0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0318'3.5 MI W FROM DUGAS.
 ET0318'3.5 MILES WEST ALONG A COUNTY ROAD, 0.35 MILE WEST OF A CREEK CROSSING
 ET0318'0.2 MILE WEST OF A CATTLE GUARD, 0.3 MILE NORTHEAST OF A POWER LINE
 ET0318'CROSSING, 59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 ET0318'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ET0318'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ET0318
 ET0318                          STATION RECOVERY (2008)
 ET0318
 ET0318'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0318'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0318'THE DESCRIPTION - THE WITNESS POST WAS NOT FOUND. HANDHELD COORDINATES
 ET0318' 
 ET0318'34 23 19.7 (N)   112 01 11.9 (W)  (NAD 83).
 ET0318' 
 ET0318'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF INTERSTATE 17
 ET0318'AND DUGAS ROAD, TAKE DUGAS ROAD SOUTHEAST FOR 3.8 MILES TO THE STATION
 ET0318'ON THE RIGHT.
 ET0318
 ET0318                          STATION RECOVERY (2008)
 ET0318
 ET0318'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0318'GPSR COORDINATES (NAD 83) N34 23.328 W112 01.199
 ET0318'3,911 FT ASL.
 ET0318' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0274 ***********************************************************************
 ET0274  DESIGNATION -  D 133
 ET0274  PID         -  ET0274
 ET0274  STATE/COUNTY-  AZ/YAVAPAI
 ET0274  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0274
 ET0274                         *CURRENT SURVEY CONTROL
 ET0274  ___________________________________________________________________
 ET0274* NAD 83(1986)-  34 05 52.     (N)    112 05 17.     (W)     SCALED    
 ET0274* NAVD 88     -      1005.29   (+/-2cm)    3298.2    (feet)  VERTCON   
 ET0274  ___________________________________________________________________
 ET0274  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 ET0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0274
 ET0274.The horizontal coordinates were scaled from a topographic map and have
 ET0274.an estimated accuracy of +/- 6 seconds.
 ET0274
 ET0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0274.The vertical order pertains to the NGVD 29 superseded value.
 ET0274
 ET0274.The geoid height was determined by GEOID03.
 ET0274
 ET0274;                    North         East    Units  Estimated Accuracy
 ET0274;SPC AZ C     -   343,510.      197,550.      MT  (+/- 180 meters Scaled)
 ET0274
 ET0274                          SUPERSEDED SURVEY CONTROL
 ET0274
 ET0274  NGVD 29 (??/??/92) 1004.662  (m)         3296.13   (f) ADJ UNCH    2 0
 ET0274
 ET0274.Superseded values are not recommended for survey control.
 ET0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0274.See file dsdata.txt to determine how the superseded data were derived.
 ET0274
 ET0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC996735(NAD 83)
 ET0274_MARKER: DB = BENCH MARK DISK
 ET0274_SETTING: 66 = SET IN ROCK OUTCROP
 ET0274_SP_SET: OUTCROP
 ET0274_STAMPING: D 133 1935
 ET0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0274+STABILITY: POSITION/ELEVATION WELL
 ET0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0274+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 ET0274
 ET0274  HISTORY     - Date     Condition        Report By
 ET0274  HISTORY     - 1935     MONUMENTED       CGS
 ET0274  HISTORY     - 1952     GOOD             NGS
 ET0274  HISTORY     - 20080404 GOOD             GEOCAC
 ET0274
 ET0274                          STATION DESCRIPTION
 ET0274
 ET0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0274'27.4 MI S FROM CORDES.
 ET0274'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0274'STORE AT CORDES, THENCE 12.1 MILES SOUTH ALONG A TRACK ROAD TO THE END
 ET0274'OF THE ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A SADDLE TRAIL, 7.4 MILES
 ET0274'NORTHEAST OF ROCK SPRINGS, AT THE SOUTH MOST END AND ON TOP OF THE
 ET0274'MESA, AT A POINT WHERE THE TRAIL STARTS DOWN THE FACE OF THE RIM, IN
 ET0274'TOP OF A 1 1/2-FOOT BY 1 1/2-FOOT OUTCROP FLUSH WITH THE GROUND, AT A
 ET0274'3-FOOT HIGH ROCK CAIRN, 137.5 FEET EAST OF THE EAST ONE OF 3 STEEL
 ET0274'POWER LINE POLES, 88 FEET SOUTHEAST OF A POINT UNDER THE SOUTHEAST
 ET0274'POWER LINE WIRE, AND 35 FEET NORTH OF THE EDGE OF THE MESA, AND 18
 ET0274'FEET NORTHWEST OF THE SADDLE TRAIL.
 ET0274
 ET0274                          STATION RECOVERY (2008)
 ET0274
 ET0274'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0274'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0274'34 05 51.8 (N)   112 05 16.9 (W)  (NAD 83).
 ET0274' 
 ET0274'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF BLOODY BASIN
 ET0274'ROAD AND INTERSTATE 17 TAKE BLOODY BASIN ROAD SOUTH FOR 10.9 MILES TO
 ET0274'FR 9014. TURN RIGHT ON FR 9014 AND GO SOUTH FOR 2.6 MILES AND BEAR
 ET0274'RIGHT ON TO FR 14. TAKE FR 14 SOUTH FOR 1.9 MILES TO A GATE ON THE
 ET0274'RIGHT AND FR 610. CONTINUE THROUGH THE GATE AND GO SOUTHWEST ON FR 610
 ET0274'FOR 7.9 MILES TO A DIM TELEPHONE LINE ROAD.
 ET0274'TRAVEL SOUTHWEST ON THE TELEPHONE LINE ROAD FOR 0.4 MILES TO THE
 ET0274'STATION ON THE LEFT. NOTE THAT FR 610 AND THE TELEPHONE LINE ROAD HAVE
 ET0274'SOME DIM AND ROUGH STRETCHES SO TRAVEL WITH A 4X4 HIGH CLEARANCE
 ET0274'VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0610 ***********************************************************************
 GR0610  DESIGNATION -  D 134
 GR0610  PID         -  GR0610
 GR0610  STATE/COUNTY-  AZ/MOHAVE
 GR0610  USGS QUAD   -  HOOVER DAM (1997)
 GR0610
 GR0610                         *CURRENT SURVEY CONTROL
 GR0610  ___________________________________________________________________
 GR0610* NAD 83(1986)-  36 00 14.     (N)    114 43 58.     (W)     SCALED    
 GR0610* NAVD 88     -       311.078  (meters)    1020.60   (feet)  POSTED    
 GR0610  ___________________________________________________________________
 GR0610  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0610  DYNAMIC HT  -         310.770 (meters)    1019.58  (feet)  COMP
 GR0610  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 GR0610
 GR0610  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0610
 GR0610.The horizontal coordinates were scaled from a topographic map and have
 GR0610.an estimated accuracy of +/- 6 seconds.
 GR0610
 GR0610.The orthometric height was determined by differential leveling
 GR0610.and adjusted by the  in 1992.
 GR0610.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0610.rate greater than 8.0 mm/km.
 GR0610
 GR0610.The geoid height was determined by GEOID03.
 GR0610
 GR0610.The dynamic height is computed by dividing the NAVD 88
 GR0610.geopotential number by the normal gravity value computed on the
 GR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0610.degrees latitude (g = 980.6199 gals.).
 GR0610
 GR0610.The modeled gravity was interpolated from observed gravity values.
 GR0610
 GR0610;                    North         East    Units  Estimated Accuracy
 GR0610;SPC AZ W     -   555,410.      124,760.      MT  (+/- 180 meters Scaled)
 GR0610
 GR0610                          SUPERSEDED SURVEY CONTROL
 GR0610
 GR0610  NGVD 29 (??/??/92)  310.389  (m)         1018.33   (f) ADJ UNCH    1 1
 GR0610
 GR0610.Superseded values are not recommended for survey control.
 GR0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0610.See file dsdata.txt to determine how the superseded data were derived.
 GR0610
 GR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV043867(NAD 83)
 GR0610_MARKER: DB = BENCH MARK DISK
 GR0610_SETTING: 66 = SET IN ROCK OUTCROP
 GR0610_SP_SET: ROCK CUT
 GR0610_STAMPING: D 134 1935
 GR0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0610+STABILITY: POSITION/ELEVATION WELL
 GR0610
 GR0610  HISTORY     - Date     Condition        Report By
 GR0610  HISTORY     - 1935     MONUMENTED       CGS
 GR0610  HISTORY     - 1950     GOOD             NGS
 GR0610  HISTORY     - 1963     GOOD             NGS
 GR0610
 GR0610                          STATION DESCRIPTION
 GR0610
 GR0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0610'3.1 MI S FROM HOOVER DAM.
 GR0610'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0610'(ARIZONA) END OF HOOVER DAM, THENCE 1.1 MILES WEST ALONG AN ABANDONED
 GR0610'HOOVER DAM CONSTRUCTION ROAD, ABOUT MIDWAY BETWEEN TWO CURVES, 16 FEET
 GR0610'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE
 GR0610'ROAD, AND SET VERTICALLY IN THE FACE OF A ROCK CUT.
 GR0610
 GR0610                          STATION RECOVERY (1963)
 GR0610
 GR0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0074 ***********************************************************************
 FS0074  DESIGNATION -  D 135
 FS0074  PID         -  FS0074
 FS0074  STATE/COUNTY-  AZ/MOHAVE
 FS0074  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0074
 FS0074                         *CURRENT SURVEY CONTROL
 FS0074  ___________________________________________________________________
 FS0074* NAD 83(1986)-  35 56 02.     (N)    114 38 13.     (W)     SCALED    
 FS0074* NAVD 88     -       662.586  (meters)    2173.83   (feet)  ADJUSTED  
 FS0074  ___________________________________________________________________
 FS0074  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FS0074  DYNAMIC HT  -         661.912 (meters)    2171.62  (feet)  COMP
 FS0074  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 FS0074
 FS0074  VERT ORDER  -  FIRST     CLASS I
 FS0074
 FS0074.The horizontal coordinates were scaled from a topographic map and have
 FS0074.an estimated accuracy of +/- 6 seconds.
 FS0074
 FS0074.The orthometric height was determined by differential leveling
 FS0074.and adjusted in June 1991.
 FS0074
 FS0074.The geoid height was determined by GEOID03.
 FS0074
 FS0074.The dynamic height is computed by dividing the NAVD 88
 FS0074.geopotential number by the normal gravity value computed on the
 FS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0074.degrees latitude (g = 980.6199 gals.).
 FS0074
 FS0074.The modeled gravity was interpolated from observed gravity values.
 FS0074
 FS0074;                    North         East    Units  Estimated Accuracy
 FS0074;SPC AZ W     -   547,560.      133,330.      MT  (+/- 180 meters Scaled)
 FS0074
 FS0074                          SUPERSEDED SURVEY CONTROL
 FS0074
 FS0074  NGVD 29 (??/??/92)  661.884  (m)         2171.53   (f) ADJ UNCH    1 1
 FS0074
 FS0074.Superseded values are not recommended for survey control.
 FS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0074.See file dsdata.txt to determine how the superseded data were derived.
 FS0074
 FS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV131791(NAD 83)
 FS0074_MARKER: DB = BENCH MARK DISK
 FS0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0074_SP_SET: CULVERT
 FS0074_STAMPING: D 135 1935
 FS0074_MARK LOGO: CGS   
 FS0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0074
 FS0074  HISTORY     - Date     Condition        Report By
 FS0074  HISTORY     - 1935     MONUMENTED       CGS
 FS0074  HISTORY     - 1950     GOOD             NGS
 FS0074  HISTORY     - 1963     GOOD             NGS
 FS0074  HISTORY     - 1981     GOOD             NGS
 FS0074
 FS0074                          STATION DESCRIPTION
 FS0074
 FS0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0074'9.2 MI SE FROM HOOVER DAM.
 FS0074'9.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0074'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF MILEPOST 9,
 FS0074'112.9 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 FS0074'WALL OF A TRIPLE 5- BY 10-FOOT CONCRETE BOX CULVERT, 43.2 FEET
 FS0074'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF
 FS0074'THE SOUTHEAST END OF A GUARD RAIL, 11 FEET NORTHWEST OF THE FOOT
 FS0074'OF A SMALL HILL, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 3
 FS0074'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FS0074'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0074
 FS0074                          STATION RECOVERY (1963)
 FS0074
 FS0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0074'RECOVERED IN GOOD CONDITION.
 FS0074
 FS0074                          STATION RECOVERY (1981)
 FS0074
 FS0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0074'14.5 KM (9.0 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0074'OF HOOVER DAM, 64 METERS (210 FT) SOUTHEAST OF THE SOUTHEAST ENTRANCE
 FS0074'TO A REST AREA ON THE NORTHEAST SIDE OF THE HIGHWAY, 19.2 METERS (63
 FS0074'FT) NORTH OF MILEPOST 9, 17.7 METERS (58 FT) NORTHEAST OF THE
 FS0074'CENTERLINE OF THE HIGHWAY, 28.5 METERS (93.5 FT) SOUTHEAST OF THE EAST
 FS0074'CORNER OF A TRIPLE BOX CULVERT, 13.2 METERS (43.2 FT) SOUTHWEST OF THE
 FS0074'CENTERLINE OF THE OLD HIGHWAY.
 FS0074'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FS0074'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0252 ***********************************************************************
 DT0252  DESIGNATION -  D 136
 DT0252  PID         -  DT0252
 DT0252  STATE/COUNTY-  AZ/APACHE
 DT0252  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0252
 DT0252                         *CURRENT SURVEY CONTROL
 DT0252  ___________________________________________________________________
 DT0252* NAD 83(1986)-  33 53 55.     (N)    109 27 17.     (W)     SCALED    
 DT0252* NAVD 88     -      2726.934  (meters)    8946.62   (feet)  ADJUSTED  
 DT0252  ___________________________________________________________________
 DT0252  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DT0252  DYNAMIC HT  -        2722.326 (meters)    8931.50  (feet)  COMP
 DT0252  MODELED GRAV-     978,847.3   (mgal)                       NAVD 88
 DT0252
 DT0252  VERT ORDER  -  SECOND    CLASS 0
 DT0252
 DT0252.The horizontal coordinates were scaled from a topographic map and have
 DT0252.an estimated accuracy of +/- 6 seconds.
 DT0252
 DT0252.The orthometric height was determined by differential leveling
 DT0252.and adjusted in June 1991.
 DT0252
 DT0252.The geoid height was determined by GEOID03.
 DT0252
 DT0252.The dynamic height is computed by dividing the NAVD 88
 DT0252.geopotential number by the normal gravity value computed on the
 DT0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0252.degrees latitude (g = 980.6199 gals.).
 DT0252
 DT0252.The modeled gravity was interpolated from observed gravity values.
 DT0252
 DT0252;                    North         East    Units  Estimated Accuracy
 DT0252;SPC AZ E     -   321,640.      279,210.      MT  (+/- 180 meters Scaled)
 DT0252
 DT0252                          SUPERSEDED SURVEY CONTROL
 DT0252
 DT0252  NGVD 29 (??/??/92) 2725.656  (m)         8942.42   (f) ADJ UNCH    2 0
 DT0252
 DT0252.Superseded values are not recommended for survey control.
 DT0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0252.See file dsdata.txt to determine how the superseded data were derived.
 DT0252
 DT0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC428519(NAD 83)
 DT0252_MARKER: DB = BENCH MARK DISK
 DT0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0252_STAMPING: D-136 1935
 DT0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0252+STABILITY: SURFACE MOTION
 DT0252
 DT0252  HISTORY     - Date     Condition        Report By
 DT0252  HISTORY     - 1935     MONUMENTED       CGS
 DT0252
 DT0252                          STATION DESCRIPTION
 DT0252
 DT0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0252'1.7 MI NE FROM THOMPSON RANCH.
 DT0252'1.7 MI NE ALONG ROAD TO SPRINGERVILLE AND VOIGT RANCH ON THE
 DT0252'SPRINGERVILLE ROAD, AT THE BOTTOM OF A GRASSY HILL, 300 YDS S OF A
 DT0252'CREEK CROSSING, 51 FT W OF THE CENTERLINE OF THE ROAD AND ABOUT 3 FT
 DT0252'ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0280 ***********************************************************************
 DT0280  DESIGNATION -  D 137
 DT0280  PID         -  DT0280
 DT0280  STATE/COUNTY-  AZ/GREENLEE
 DT0280  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0280
 DT0280                         *CURRENT SURVEY CONTROL
 DT0280  ___________________________________________________________________
 DT0280* NAD 83(1986)-  33 43 18.     (N)    109 16 49.     (W)     SCALED    
 DT0280* NAVD 88     -      2344.980  (meters)    7693.49   (feet)  ADJUSTED  
 DT0280  ___________________________________________________________________
 DT0280  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0280  DYNAMIC HT  -        2341.153 (meters)    7680.93  (feet)  COMP
 DT0280  MODELED GRAV-     978,920.1   (mgal)                       NAVD 88
 DT0280
 DT0280  VERT ORDER  -  SECOND    CLASS 0
 DT0280
 DT0280.The horizontal coordinates were scaled from a topographic map and have
 DT0280.an estimated accuracy of +/- 6 seconds.
 DT0280
 DT0280.The orthometric height was determined by differential leveling
 DT0280.and adjusted in June 1991.
 DT0280
 DT0280.The geoid height was determined by GEOID03.
 DT0280
 DT0280.The dynamic height is computed by dividing the NAVD 88
 DT0280.geopotential number by the normal gravity value computed on the
 DT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0280.degrees latitude (g = 980.6199 gals.).
 DT0280
 DT0280.The modeled gravity was interpolated from observed gravity values.
 DT0280
 DT0280;                    North         East    Units  Estimated Accuracy
 DT0280;SPC AZ E     -   302,140.      295,510.      MT  (+/- 180 meters Scaled)
 DT0280
 DT0280                          SUPERSEDED SURVEY CONTROL
 DT0280
 DT0280  NGVD 29 (??/??/92) 2343.91   (m)         7690.0    (f) COMPUTED    2 0
 DT0280
 DT0280.Superseded values are not recommended for survey control.
 DT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0280.See file dsdata.txt to determine how the superseded data were derived.
 DT0280
 DT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC593326(NAD 83)
 DT0280_MARKER: DB = BENCH MARK DISK
 DT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0280_STAMPING: D-137 1935
 DT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0280+STABILITY: SURFACE MOTION
 DT0280
 DT0280  HISTORY     - Date     Condition        Report By
 DT0280  HISTORY     - 1935     MONUMENTED       CGS
 DT0280
 DT0280                          STATION DESCRIPTION
 DT0280
 DT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0280'4.7 MI NW FROM BEAVERHEAD LODGE.
 DT0280'4.7 MI NW ALONG ROAD TO RESERVATION RANCH ON THE OUTSIDE OF A CURVE ON
 DT0280'THE NORTHEAST SIDE OF A DRAW, ABOUT 150 YDS NE OF A RANCH HOUSE, 66 FT
 DT0280'E OF A POLE CORRAL, 60 FT N OF THE CENTERLINE OF THE ROAD OPPOSITE A
 DT0280'GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0416 ***********************************************************************
 CZ0416  DESIGNATION -  D 140
 CZ0416  PID         -  CZ0416
 CZ0416  STATE/COUNTY-  AZ/PINAL
 CZ0416  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0416
 CZ0416                         *CURRENT SURVEY CONTROL
 CZ0416  ___________________________________________________________________
 CZ0416* NAD 83(1986)-  32 30 25.     (N)    111 23 05.     (W)     SCALED    
 CZ0416* NAVD 88     -       568.33   (+/-2cm)    1864.6    (feet)  VERTCON   
 CZ0416  ___________________________________________________________________
 CZ0416  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0416
 CZ0416.The horizontal coordinates were scaled from a topographic map and have
 CZ0416.an estimated accuracy of +/- 6 seconds.
 CZ0416
 CZ0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0416.The vertical order pertains to the NGVD 29 superseded value.
 CZ0416
 CZ0416.The geoid height was determined by GEOID03.
 CZ0416
 CZ0416;                    North         East    Units  Estimated Accuracy
 CZ0416;SPC AZ C     -   167,200.      263,340.      MT  (+/- 180 meters Scaled)
 CZ0416
 CZ0416                          SUPERSEDED SURVEY CONTROL
 CZ0416
 CZ0416  NGVD 29 (??/??/92)  567.855  (m)         1863.04   (f) ADJ UNCH    2 0
 CZ0416
 CZ0416.Superseded values are not recommended for survey control.
 CZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0416.See file dsdata.txt to determine how the superseded data were derived.
 CZ0416
 CZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA638966(NAD 83)
 CZ0416_MARKER: DB = BENCH MARK DISK
 CZ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0416_STAMPING: D 140 1935
 CZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0416+STABILITY: SURFACE MOTION
 CZ0416
 CZ0416  HISTORY     - Date     Condition        Report By
 CZ0416  HISTORY     - 1935     MONUMENTED       CGS
 CZ0416  HISTORY     - 1951     GOOD             NGS
 CZ0416  HISTORY     - 1977     GOOD             USGS
 CZ0416
 CZ0416                          STATION DESCRIPTION
 CZ0416
 CZ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0416'9.1 MI S FROM RED ROCK.
 CZ0416'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0416'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0416'ROAD, THENCE 3.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD,
 CZ0416'0.5 MILE NORTHWEST OF A JUNCTION WITH A TRACK ROAD LEADING SOUTHWEST
 CZ0416'AND A FENCE CORNER, 0.2 MILE SOUTH OF THE SOUTH END OF A ROCK COVERED
 CZ0416'HILL, 22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 CZ0416'THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ0416'FOOT ABOVE THE GROUND.
 CZ0416
 CZ0416                          STATION RECOVERY (1977)
 CZ0416
 CZ0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0416'0.2 MI. SE ALONG THE FRONTAGE RD. FROM THE SP R.R. SIDING AT RED
 CZ0416'ROCK, 5.7 MI. WEST ALONG A GRADED RD., 3.2 MI. SOUTH ALONG A GRADED
 CZ0416'RD. THRU A RANCH YARD, 0.5 MI. NW OF A JCT. WITH A TRACK RD. LEADING
 CZ0416'SW AND A FENCE CORNER, 0.2 MI. SOUTH OF THE SOUTH END OF A ROCK
 CZ0416'COVERED HILL, 22.5 FT. EAST OF THE CENTER LINE OF THE RD., 2 FT. WEST
 CZ0416'OF THE WITNESS POST. SET IN THE TOP OF A CONC POST PROJECTING 0.5 FT.
 CZ0416'ABOVE THE GROUND. STD. DISK STAMPED D 140 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0128 ***********************************************************************
 ES0128  DESIGNATION -  D 141
 ES0128  PID         -  ES0128
 ES0128  STATE/COUNTY-  AZ/NAVAJO
 ES0128  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0128
 ES0128                         *CURRENT SURVEY CONTROL
 ES0128  ___________________________________________________________________
 ES0128* NAD 83(1986)-  34 15 24.     (N)    110 02 56.     (W)     SCALED    
 ES0128* NAVD 88     -      1939.860  (meters)    6364.36   (feet)  ADJUSTED  
 ES0128  ___________________________________________________________________
 ES0128  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ES0128  DYNAMIC HT  -        1936.981 (meters)    6354.91  (feet)  COMP
 ES0128  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 ES0128
 ES0128  VERT ORDER  -  SECOND    CLASS 0
 ES0128
 ES0128.The horizontal coordinates were scaled from a topographic map and have
 ES0128.an estimated accuracy of +/- 6 seconds.
 ES0128
 ES0128.The orthometric height was determined by differential leveling
 ES0128.and adjusted in June 1991.
 ES0128
 ES0128.The geoid height was determined by GEOID03.
 ES0128
 ES0128.The dynamic height is computed by dividing the NAVD 88
 ES0128.geopotential number by the normal gravity value computed on the
 ES0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0128.degrees latitude (g = 980.6199 gals.).
 ES0128
 ES0128.The modeled gravity was interpolated from observed gravity values.
 ES0128
 ES0128;                    North         East    Units  Estimated Accuracy
 ES0128;SPC AZ E     -   361,130.      224,210.      MT  (+/- 180 meters Scaled)
 ES0128
 ES0128                          SUPERSEDED SURVEY CONTROL
 ES0128
 ES0128  NGVD 29 (??/??/92) 1938.959  (m)         6361.40   (f) ADJ UNCH    2 0
 ES0128
 ES0128.Superseded values are not recommended for survey control.
 ES0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0128.See file dsdata.txt to determine how the superseded data were derived.
 ES0128
 ES0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC875910(NAD 83)
 ES0128_MARKER: DB = BENCH MARK DISK
 ES0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0128_STAMPING: D 141 1935
 ES0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0128+STABILITY: SURFACE MOTION
 ES0128
 ES0128  HISTORY     - Date     Condition        Report By
 ES0128  HISTORY     - 1935     MONUMENTED       CGS
 ES0128  HISTORY     - 1972     GOOD             USGS
 ES0128  HISTORY     - 1983     GOOD             NGS
 ES0128
 ES0128                          STATION DESCRIPTION
 ES0128
 ES0128'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0128'0.95 MI W FROM SHOW LOW.
 ES0128'FROM THE P.O. AT SHOW LOW GO N. ON N. 2 ND. AVE 0.15 MI TO JUNCTION
 ES0128'WITH OLD LINDEN ROAD (ALSO POSTED W. ADAMS ST). PROCEED W. ON OLD
 ES0128'LINDEN ROAD 0.8 MI.  BM IS 10 FT. E. OF W. DRIVEWAY OF 2 HOUSES AND 50
 ES0128'FT. S. OF CENTERLINE OF ROAD.  A STANDARD DISK SET IN CONCRETE POST
 ES0128'PROJECTING 6 INCHES, STAMPED D 141 1935.
 ES0128
 ES0128                          STATION RECOVERY (1983)
 ES0128
 ES0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0246 ***********************************************************************
 ES0246  DESIGNATION -  D 142
 ES0246  PID         -  ES0246
 ES0246  STATE/COUNTY-  AZ/NAVAJO
 ES0246  USGS QUAD   -  POTATO WASH NORTH (1971)
 ES0246
 ES0246                         *CURRENT SURVEY CONTROL
 ES0246  ___________________________________________________________________
 ES0246* NAD 83(1986)-  34 41 33.     (N)    110 44 20.     (W)     SCALED    
 ES0246* NAVD 88     -      1834.468  (meters)    6018.58   (feet)  ADJUSTED  
 ES0246  ___________________________________________________________________
 ES0246  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0246  DYNAMIC HT  -        1831.845 (meters)    6009.98  (feet)  COMP
 ES0246  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 ES0246
 ES0246  VERT ORDER  -  SECOND    CLASS 0
 ES0246
 ES0246.The horizontal coordinates were scaled from a topographic map and have
 ES0246.an estimated accuracy of +/- 6 seconds.
 ES0246
 ES0246.The orthometric height was determined by differential leveling
 ES0246.and adjusted in June 1991.
 ES0246
 ES0246.The geoid height was determined by GEOID03.
 ES0246
 ES0246.The dynamic height is computed by dividing the NAVD 88
 ES0246.geopotential number by the normal gravity value computed on the
 ES0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0246.degrees latitude (g = 980.6199 gals.).
 ES0246
 ES0246.The modeled gravity was interpolated from observed gravity values.
 ES0246
 ES0246;                    North         East    Units  Estimated Accuracy
 ES0246;SPC AZ E     -   409,610.      160,930.      MT  (+/- 180 meters Scaled)
 ES0246
 ES0246                          SUPERSEDED SURVEY CONTROL
 ES0246
 ES0246  NGVD 29 (??/??/92) 1833.558  (m)         6015.60   (f) ADJ UNCH    2 0
 ES0246
 ES0246.Superseded values are not recommended for survey control.
 ES0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0246.See file dsdata.txt to determine how the superseded data were derived.
 ES0246
 ES0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD239389(NAD 83)
 ES0246_MARKER: DB = BENCH MARK DISK
 ES0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0246_STAMPING: D-142 1935
 ES0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0246+STABILITY: SURFACE MOTION
 ES0246
 ES0246  HISTORY     - Date     Condition        Report By
 ES0246  HISTORY     - 1935     MONUMENTED       CGS
 ES0246  HISTORY     - 1974     GOOD             AZDT
 ES0246
 ES0246                          STATION DESCRIPTION
 ES0246
 ES0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0246'14.4 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0246'14.4 MI NE ALONG ROAD TO WINSLOW.  25.6 MI S.W. OF WINSLOW (UNION OIL
 ES0246'CO. PLANT).  ON THE NORTHWEST SLOPE OF A GRASS COVERED RIDGE, 150 FEET
 ES0246'N OF THE N END OF A CURVE IN THE ROAD, 30 FEET NW OF THE CENTERLINE OF
 ES0246'THE ROAD.
 ES0246
 ES0246                          STATION RECOVERY (1974)
 ES0246
 ES0246'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ES0246'FROM U.S. POST OFFICE IN WINSLOW, GO S. ON ARIZ HWYS 87 AND 99 FOR
 ES0246'0.15 MILE, UNDER THE SANTA FE RAILROAD. CONTINUE S. FOR 1.10 MILES
 ES0246'(CROSSING THE WINSLOW FLOOD CONTROL DIKE) TO THE JCT OF HWY 87 S AND
 ES0246'99 S. EASTERLY. TURN LEFT ON HWY 99, TOWARD CHEVELON RANGER STATION
 ES0246'FOR 22.10 MILES TO A DIM TRACK ROAD LEFT. TURN LEFT, PASSING LITTLE
 ES0246'ANTELOPE TANK, FOR 1.90 MILES TO THE JCT. OF ANOTHER DIM TRACK ROAD
 ES0246'N.E. AND S.W. (APPROX 1000 FT. BEFORE REACHING A WINDMILL AND TANK)
 ES0246'TURN RIGHT (S.W.) FOR 1.8 MILES TO THE BENCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0162 ***********************************************************************
 ES0162  DESIGNATION -  D 146
 ES0162  PID         -  ES0162
 ES0162  STATE/COUNTY-  AZ/NAVAJO
 ES0162  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0162
 ES0162                         *CURRENT SURVEY CONTROL
 ES0162  ___________________________________________________________________
 ES0162* NAD 83(1986)-  34 12 50.     (N)    110 04 24.     (W)     SCALED    
 ES0162* NAVD 88     -      1999.195  (meters)    6559.03   (feet)  ADJUSTED  
 ES0162  ___________________________________________________________________
 ES0162  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 ES0162  DYNAMIC HT  -        1996.203 (meters)    6549.21  (feet)  COMP
 ES0162  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 ES0162
 ES0162  VERT ORDER  -  SECOND    CLASS 0
 ES0162
 ES0162.The horizontal coordinates were scaled from a topographic map and have
 ES0162.an estimated accuracy of +/- 6 seconds.
 ES0162
 ES0162.The orthometric height was determined by differential leveling
 ES0162.and adjusted in June 1991.
 ES0162
 ES0162.The geoid height was determined by GEOID03.
 ES0162
 ES0162.The dynamic height is computed by dividing the NAVD 88
 ES0162.geopotential number by the normal gravity value computed on the
 ES0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0162.degrees latitude (g = 980.6199 gals.).
 ES0162
 ES0162.The modeled gravity was interpolated from observed gravity values.
 ES0162
 ES0162;                    North         East    Units  Estimated Accuracy
 ES0162;SPC AZ E     -   356,380.      221,960.      MT  (+/- 180 meters Scaled)
 ES0162
 ES0162                          SUPERSEDED SURVEY CONTROL
 ES0162
 ES0162  NGVD 29 (??/??/92) 1998.266  (m)         6555.98   (f) ADJ UNCH    2 0
 ES0162
 ES0162.Superseded values are not recommended for survey control.
 ES0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0162.See file dsdata.txt to determine how the superseded data were derived.
 ES0162
 ES0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC853862(NAD 83)
 ES0162_MARKER: DB = BENCH MARK DISK
 ES0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0162_SP_SET: CATTLE GUARD
 ES0162_STAMPING: D 146 1960
 ES0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0162
 ES0162  HISTORY     - Date     Condition        Report By
 ES0162  HISTORY     - 1960     MONUMENTED       CGS
 ES0162  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0162
 ES0162                          STATION DESCRIPTION
 ES0162
 ES0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0162'4.3 MI SW FROM SHOW LOW.
 ES0162'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0162'SHOW LOW, THENCE 4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0162'HIGHWAY 77, AT A JUNCTION OF A ROAD LEADING EAST, IN SECTION 36, R 21
 ES0162'E, T 10 N, SET IN THE TOP AND THE CENTER OF THE SOUTH HEADWALL OF A
 ES0162'CATTLE GUARD ON THE ROAD LEADING EAST, 66 FEET EAST OF THE CENTER LINE
 ES0162'OF THE HIGHWAY, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 ES0162'EAST, 1/2 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND 1
 ES0162'FOOT ABOVE THE ROAD LEADING EAST.
 ES0162
 ES0162                          STATION RECOVERY (1983)
 ES0162
 ES0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0317 ***********************************************************************
 DU0317  DESIGNATION -  D 147
 DU0317  PID         -  DU0317
 DU0317  STATE/COUNTY-  AZ/GILA
 DU0317  USGS QUAD   -  CHRYSOTILE (1966)
 DU0317
 DU0317                         *CURRENT SURVEY CONTROL
 DU0317  ___________________________________________________________________
 DU0317* NAD 83(1986)-  33 43 42.     (N)    110 31 38.     (W)     SCALED    
 DU0317* NAVD 88     -      1690.425  (meters)    5546.00   (feet)  ADJUSTED  
 DU0317  ___________________________________________________________________
 DU0317  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DU0317  DYNAMIC HT  -        1687.985 (meters)    5538.00  (feet)  COMP
 DU0317  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 DU0317
 DU0317  VERT ORDER  -  FIRST     CLASS II
 DU0317
 DU0317.The horizontal coordinates were scaled from a topographic map and have
 DU0317.an estimated accuracy of +/- 6 seconds.
 DU0317
 DU0317.The orthometric height was determined by differential leveling
 DU0317.and adjusted in June 1991.
 DU0317.WARNING-Repeat measurements at this control monument indicate possible
 DU0317.vertical movement.
 DU0317
 DU0317.The geoid height was determined by GEOID03.
 DU0317
 DU0317.The dynamic height is computed by dividing the NAVD 88
 DU0317.geopotential number by the normal gravity value computed on the
 DU0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0317.degrees latitude (g = 980.6199 gals.).
 DU0317
 DU0317.The modeled gravity was interpolated from observed gravity values.
 DU0317
 DU0317;                    North         East    Units  Estimated Accuracy
 DU0317;SPC AZ E     -   302,580.      179,950.      MT  (+/- 180 meters Scaled)
 DU0317
 DU0317                          SUPERSEDED SURVEY CONTROL
 DU0317
 DU0317  NGVD 29 (??/??/92) 1689.714  (m)         5543.67   (f) ADJ UNCH    1 2
 DU0317
 DU0317.Superseded values are not recommended for survey control.
 DU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0317.See file dsdata.txt to determine how the superseded data were derived.
 DU0317
 DU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC437321(NAD 83)
 DU0317_MARKER: DB = BENCH MARK DISK
 DU0317_SETTING: 80 = SET IN A BOULDER
 DU0317_SP_SET: BOULDER
 DU0317_STAMPING: D 147 1960
 DU0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0317+STABILITY: SURFACE MOTION
 DU0317
 DU0317  HISTORY     - Date     Condition        Report By
 DU0317  HISTORY     - 1960     MONUMENTED       CGS
 DU0317  HISTORY     - 1979     GOOD             NGS
 DU0317
 DU0317                          STATION DESCRIPTION
 DU0317
 DU0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0317'2.5 MI SW FROM SENECA.
 DU0317'ABOUT 2.5 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0317'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0317'0.15 MILE NORTHEAST OF THE TONTO NATIONAL FOREST SIGN, 118 FEET WEST
 DU0317'OF THE CENTER LINE OF THE NEW HIGHWAY, IN THE TOP OF A BOULDER
 DU0317'PROJECTING 6 INCHES ABOVE THE GROUND, 58 FEET WEST OF THE CENTER LINE
 DU0317'OF A PORTION OF THE OLD HIGHWAY, 17 FEET WEST OF A FENCE, 21 FEET
 DU0317'NORTHWEST OF A STEEL FENCE POST HAVING 2 STEEL BRACES, ABOUT LEVEL
 DU0317'WITH THE OLD HIGHWAY AND ABOUT 6 FEET ABOVE THE LEVEL OF THE NEW
 DU0317'HIGHWAY.
 DU0317
 DU0317                          STATION RECOVERY (1979)
 DU0317
 DU0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0317'8.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0317'IN SALT RIVER CANYON, 0.2 MILE SOUTHWEST OF MILE POST 285, SET IN THE
 DU0317'TOP OF A BOULDER, ALSO, 29.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60
 DU0317'FROM THE GILA COUNTY COURTHOUSE IN GLOBE, 118 FEET WEST OF THE
 DU0317'CENTERLINE OF THE HIGHWAY, 58 FEET WEST OF THE CENTER OF A PAVED
 DU0317'ROAD (OLD U.S. HIGHWAY 60), 21 FEET NORTHWEST OF A STEEL FENCE POST
 DU0317'WITH TWO STEEL BRACES AND 17 FEET WEST OF A FENCE.
 DU0317'THE MARK IS 3.3 FT  W FROM A WITNESS POST.
 DU0317'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0155 ***********************************************************************
 DU0155  DESIGNATION -  D 149
 DU0155  PID         -  DU0155
 DU0155  STATE/COUNTY-  AZ/GRAHAM
 DU0155  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0155
 DU0155                         *CURRENT SURVEY CONTROL
 DU0155  ___________________________________________________________________
 DU0155* NAD 83(1986)-  33 21 18.     (N)    110 22 07.     (W)     SCALED    
 DU0155* NAVD 88     -      1166.682  (meters)    3827.69   (feet)  ADJUSTED  
 DU0155  ___________________________________________________________________
 DU0155  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DU0155  DYNAMIC HT  -        1165.063 (meters)    3822.38  (feet)  COMP
 DU0155  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 DU0155
 DU0155  VERT ORDER  -  SECOND    CLASS 0
 DU0155
 DU0155.The horizontal coordinates were scaled from a topographic map and have
 DU0155.an estimated accuracy of +/- 6 seconds.
 DU0155
 DU0155.The orthometric height was determined by differential leveling
 DU0155.and adjusted in June 1991.
 DU0155
 DU0155.The geoid height was determined by GEOID03.
 DU0155
 DU0155.The dynamic height is computed by dividing the NAVD 88
 DU0155.geopotential number by the normal gravity value computed on the
 DU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0155.degrees latitude (g = 980.6199 gals.).
 DU0155
 DU0155.The modeled gravity was interpolated from observed gravity values.
 DU0155
 DU0155;                    North         East    Units  Estimated Accuracy
 DU0155;SPC AZ E     -   261,140.      194,570.      MT  (+/- 180 meters Scaled)
 DU0155
 DU0155                          SUPERSEDED SURVEY CONTROL
 DU0155
 DU0155  NGVD 29 (??/??/92) 1166.059  (m)         3825.65   (f) ADJ UNCH    2 0
 DU0155
 DU0155.Superseded values are not recommended for survey control.
 DU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0155.See file dsdata.txt to determine how the superseded data were derived.
 DU0155
 DU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB587908(NAD 83)
 DU0155_MARKER: DB = BENCH MARK DISK
 DU0155_SETTING: 66 = SET IN ROCK OUTCROP
 DU0155_SP_SET: ROCK OUTCROP
 DU0155_STAMPING: D 149 1935
 DU0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0155+STABILITY: POSITION/ELEVATION WELL
 DU0155
 DU0155  HISTORY     - Date     Condition        Report By
 DU0155  HISTORY     - 1935     MONUMENTED       CGS
 DU0155
 DU0155                          STATION DESCRIPTION
 DU0155
 DU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0155'2.0 MI S FROM SAN CARLOS.
 DU0155'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.
 DU0155'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 6.1 MILES EAST
 DU0155'ALONG THE ASH CREEK RANCH ROAD, 0.5 MILE EAST OF A 5-FOOT CULVERT, 125
 DU0155'FEET SOUTH OF A 12-INCH CULVERT, 58 FEET NORTHEAST OF THE CENTERLINE
 DU0155'OF THE ROAD, AND IN THE TOP OF THE NORTHEAST EDGE OF A LARGE ROCK
 DU0155'OUTCROP.  A STANDARD DISK, STAMPED D 149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0561 ***********************************************************************
 CY0561  DESIGNATION -  D 15
 CY0561  PID         -  CY0561
 CY0561  STATE/COUNTY-  AZ/GRAHAM
 CY0561  USGS QUAD   -  PIMA (1985)
 CY0561
 CY0561                         *CURRENT SURVEY CONTROL
 CY0561  ___________________________________________________________________
 CY0561* NAD 83(1986)-  32 53 29.     (N)    109 49 38.     (W)     SCALED    
 CY0561* NAVD 88     -       868.556  (meters)    2849.59   (feet)  ADJUSTED  
 CY0561  ___________________________________________________________________
 CY0561  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY0561  DYNAMIC HT  -         867.346 (meters)    2845.62  (feet)  COMP
 CY0561  MODELED GRAV-     979,216.7   (mgal)                       NAVD 88
 CY0561
 CY0561  VERT ORDER  -  FIRST     CLASS II
 CY0561
 CY0561.The horizontal coordinates were scaled from a topographic map and have
 CY0561.an estimated accuracy of +/- 6 seconds.
 CY0561
 CY0561.The orthometric height was determined by differential leveling
 CY0561.and adjusted in June 1991.
 CY0561.WARNING-Repeat measurements at this control monument indicate possible
 CY0561.vertical movement.
 CY0561
 CY0561.The geoid height was determined by GEOID03.
 CY0561
 CY0561.The dynamic height is computed by dividing the NAVD 88
 CY0561.geopotential number by the normal gravity value computed on the
 CY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0561.degrees latitude (g = 980.6199 gals.).
 CY0561
 CY0561.The modeled gravity was interpolated from observed gravity values.
 CY0561
 CY0561;                    North         East    Units  Estimated Accuracy
 CY0561;SPC AZ E     -   209,760.      245,120.      MT  (+/- 180 meters Scaled)
 CY0561
 CY0561                          SUPERSEDED SURVEY CONTROL
 CY0561
 CY0561  NGVD 29 (??/??/92)  867.955  (m)         2847.62   (f) ADJ UNCH    1 2
 CY0561
 CY0561.Superseded values are not recommended for survey control.
 CY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0561.See file dsdata.txt to determine how the superseded data were derived.
 CY0561
 CY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB096398(NAD 83)
 CY0561_MARKER: DB = BENCH MARK DISK
 CY0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0561_STAMPING: 2847.616 D 15 1932
 CY0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0561+STABILITY: SURFACE MOTION
 CY0561
 CY0561  HISTORY     - Date     Condition        Report By
 CY0561  HISTORY     - 1932     MONUMENTED       CGS
 CY0561  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0561  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 CY0561
 CY0561                          STATION DESCRIPTION
 CY0561
 CY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0561'IN PIMA.
 CY0561'ON SOUTHERN PACIFIC RAILROAD RIGHT OF WAY, 700 FT. EAST OF MILEPOST
 CY0561'1146, 15 FT. NORTH OF RAILROAD CENTER LINE, 900 FT. WEST OF DEPOT, 45
 CY0561'FT. WEST OF STREET CENTER LINE.
 CY0561
 CY0561                          STATION RECOVERY (1979)
 CY0561
 CY0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0561'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  MEASUREMENTS PLACE
 CY0561'THIS MARK AT THE EDGE OF A DIRT ROAD.  THE MARK IS PRESUMED
 CY0561'DESTROYED.
 CY0561
 CY0561                          STATION RECOVERY (2008)
 CY0561
 CY0561'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0561'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CY0561'MARK. THE ROAD DESCRIBED IN 1979 HAS BEEN PAVED, AND A GUARDRAIL
 CY0561'SUPPORTED BY 8X8 WOODEN POSTS HAS BEEN INSTALLED AT THE DESCRIBED
 CY0561'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0177 ***********************************************************************
 DU0177  DESIGNATION -  D 150
 DU0177  PID         -  DU0177
 DU0177  STATE/COUNTY-  AZ/GRAHAM
 DU0177  USGS QUAD   -  SAN CARLOS (1979)
 DU0177
 DU0177                         *CURRENT SURVEY CONTROL
 DU0177  ___________________________________________________________________
 DU0177* NAD 83(1986)-  33 17 55.     (N)    110 23 03.     (W)     SCALED    
 DU0177* NAVD 88     -       905.038  (meters)    2969.28   (feet)  ADJUSTED  
 DU0177  ___________________________________________________________________
 DU0177  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DU0177  DYNAMIC HT  -         903.820 (meters)    2965.28  (feet)  COMP
 DU0177  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 DU0177
 DU0177  VERT ORDER  -  SECOND    CLASS 0
 DU0177
 DU0177.The horizontal coordinates were scaled from a topographic map and have
 DU0177.an estimated accuracy of +/- 6 seconds.
 DU0177
 DU0177.The orthometric height was determined by differential leveling
 DU0177.and adjusted in June 1991.
 DU0177
 DU0177.The geoid height was determined by GEOID03.
 DU0177
 DU0177.The dynamic height is computed by dividing the NAVD 88
 DU0177.geopotential number by the normal gravity value computed on the
 DU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0177.degrees latitude (g = 980.6199 gals.).
 DU0177
 DU0177.The modeled gravity was interpolated from observed gravity values.
 DU0177
 DU0177;                    North         East    Units  Estimated Accuracy
 DU0177;SPC AZ E     -   254,890.      193,110.      MT  (+/- 180 meters Scaled)
 DU0177
 DU0177                          SUPERSEDED SURVEY CONTROL
 DU0177
 DU0177  NGVD 29 (??/??/92)  904.456  (m)         2967.37   (f) ADJ UNCH    2 0
 DU0177
 DU0177.Superseded values are not recommended for survey control.
 DU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0177.See file dsdata.txt to determine how the superseded data were derived.
 DU0177
 DU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB573845(NAD 83)
 DU0177_MARKER: DB = BENCH MARK DISK
 DU0177_SETTING: 0 = UNSPECIFIED SETTING
 DU0177_STAMPING: D 150 1935
 DU0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0177
 DU0177  HISTORY     - Date     Condition        Report By
 DU0177  HISTORY     - 1935     MONUMENTED       CGS
 DU0177
 DU0177                          STATION DESCRIPTION
 DU0177
 DU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0177'7.2 MI S FROM SAN CARLOS.
 DU0177'IN GRAHAM COUNTY, 7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0177'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, THENCE 5.0 MILES
 DU0177'NORTHEAST ALONG THE HACKBERRY WASH ROAD, 0.2 MILE SOUTH OF THE
 DU0177'CROSSING OVER A WASH, 70 FEET NORTH OF A CURVE, AND 52 FEET EAST OF
 DU0177'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 150 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0394 ***********************************************************************
 DT0394  DESIGNATION -  D 153
 DT0394  PID         -  DT0394
 DT0394  STATE/COUNTY-  AZ/GRAHAM
 DT0394  USGS QUAD   -  BONITA TANK (1989)
 DT0394
 DT0394                         *CURRENT SURVEY CONTROL
 DT0394  ___________________________________________________________________
 DT0394* NAD 83(1986)-  33 11 00.     (N)    109 47 09.     (W)     SCALED    
 DT0394* NAVD 88     -      1525.532  (meters)    5005.02   (feet)  ADJUSTED  
 DT0394  ___________________________________________________________________
 DT0394  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DT0394  DYNAMIC HT  -        1523.257 (meters)    4997.55  (feet)  COMP
 DT0394  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 DT0394
 DT0394  VERT ORDER  -  SECOND    CLASS 0
 DT0394
 DT0394.The horizontal coordinates were scaled from a topographic map and have
 DT0394.an estimated accuracy of +/- 6 seconds.
 DT0394
 DT0394.The orthometric height was determined by differential leveling
 DT0394.and adjusted in June 1991.
 DT0394
 DT0394.The geoid height was determined by GEOID03.
 DT0394
 DT0394.The dynamic height is computed by dividing the NAVD 88
 DT0394.geopotential number by the normal gravity value computed on the
 DT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0394.degrees latitude (g = 980.6199 gals.).
 DT0394
 DT0394.The modeled gravity was interpolated from observed gravity values.
 DT0394
 DT0394;                    North         East    Units  Estimated Accuracy
 DT0394;SPC AZ E     -   242,150.      248,870.      MT  (+/- 180 meters Scaled)
 DT0394
 DT0394                          SUPERSEDED SURVEY CONTROL
 DT0394
 DT0394  NGVD 29 (??/??/92) 1524.79   (m)         5002.6    (f) COMPUTED    2 0
 DT0394
 DT0394.Superseded values are not recommended for survey control.
 DT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0394.See file dsdata.txt to determine how the superseded data were derived.
 DT0394
 DT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB131722(NAD 83)
 DT0394_MARKER: DB = BENCH MARK DISK
 DT0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0394_STAMPING: D 153 1935
 DT0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0394+STABILITY: SURFACE MOTION
 DT0394
 DT0394  HISTORY     - Date     Condition        Report By
 DT0394  HISTORY     - 1935     MONUMENTED       CGS
 DT0394  HISTORY     - 1960     MARK NOT FOUND   USGS
 DT0394
 DT0394                          STATION DESCRIPTION
 DT0394
 DT0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0394'11.3 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0394'11.3 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.7 MI. SE OF GATE ACROSS
 DT0394'ROAD, 0.6 MI. NW OF ROAD FORK, 300 FT. NE OF FENCE CORNER AND 33 FT. E
 DT0394'OF CENTERLINE OF ROAD ON EASY RISE.
 DT0394
 DT0394                          STATION RECOVERY (1960)
 DT0394
 DT0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DT0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0131 ***********************************************************************
 DU0131  DESIGNATION -  D 16
 DU0131  PID         -  DU0131
 DU0131  STATE/COUNTY-  AZ/GRAHAM
 DU0131  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0131
 DU0131                         *CURRENT SURVEY CONTROL
 DU0131  ___________________________________________________________________
 DU0131* NAD 83(1986)-  33 14 19.     (N)    110 24 58.     (W)     SCALED    
 DU0131* NAVD 88     -       788.918  (meters)    2588.31   (feet)  ADJUSTED  
 DU0131  ___________________________________________________________________
 DU0131  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU0131  DYNAMIC HT  -         787.869 (meters)    2584.87  (feet)  COMP
 DU0131  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 DU0131
 DU0131  VERT ORDER  -  FIRST     CLASS II
 DU0131
 DU0131.The horizontal coordinates were scaled from a topographic map and have
 DU0131.an estimated accuracy of +/- 6 seconds.
 DU0131
 DU0131.The orthometric height was determined by differential leveling
 DU0131.and adjusted in June 1991.
 DU0131
 DU0131.The geoid height was determined by GEOID03.
 DU0131
 DU0131.The dynamic height is computed by dividing the NAVD 88
 DU0131.geopotential number by the normal gravity value computed on the
 DU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0131.degrees latitude (g = 980.6199 gals.).
 DU0131
 DU0131.The modeled gravity was interpolated from observed gravity values.
 DU0131
 DU0131;                    North         East    Units  Estimated Accuracy
 DU0131;SPC AZ E     -   248,240.      190,110.      MT  (+/- 180 meters Scaled)
 DU0131
 DU0131                          SUPERSEDED SURVEY CONTROL
 DU0131
 DU0131  NGVD 29 (??/??/92)  788.350  (m)         2586.45   (f) ADJ UNCH    1 2
 DU0131
 DU0131.Superseded values are not recommended for survey control.
 DU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0131.See file dsdata.txt to determine how the superseded data were derived.
 DU0131
 DU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB543778(NAD 83)
 DU0131_MARKER: DB = BENCH MARK DISK
 DU0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0131_SP_SET: CULVERT
 DU0131_STAMPING: 2586.445 D 16 1933
 DU0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0131
 DU0131  HISTORY     - Date     Condition        Report By
 DU0131  HISTORY     - 1933     MONUMENTED       CGS
 DU0131
 DU0131                          STATION DESCRIPTION
 DU0131
 DU0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0131'9.0 MI S FROM SAN CARLOS.
 DU0131'ON SOUTHERN PACIFIC RIGHT OF WAY, 1.0 MILE WEST OF DILI SIDING, 250
 DU0131'FEET WEST OF MILEPOST 1192, 12 FEET NORTH OF RAILROAD CENTER-LINE, ON
 DU0131'CONCRETE HEADWALL OF RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0310 ***********************************************************************
 DU0310  DESIGNATION -  D 17
 DU0310  PID         -  DU0310
 DU0310  STATE/COUNTY-  AZ/GILA
 DU0310  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0310
 DU0310                         *CURRENT SURVEY CONTROL
 DU0310  ___________________________________________________________________
 DU0310* NAD 83(1986)-  33 31 29.     (N)    110 53 39.     (W)     SCALED    
 DU0310* NAVD 88     -      1077.031  (meters)    3533.56   (feet)  ADJUSTED  
 DU0310  ___________________________________________________________________
 DU0310  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DU0310  DYNAMIC HT  -        1075.594 (meters)    3528.84  (feet)  COMP
 DU0310  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 DU0310
 DU0310  VERT ORDER  -  FIRST     CLASS II
 DU0310
 DU0310.The horizontal coordinates were scaled from a topographic map and have
 DU0310.an estimated accuracy of +/- 6 seconds.
 DU0310
 DU0310.The orthometric height was determined by differential leveling
 DU0310.and adjusted in June 1991.
 DU0310
 DU0310.The geoid height was determined by GEOID03.
 DU0310
 DU0310.The dynamic height is computed by dividing the NAVD 88
 DU0310.geopotential number by the normal gravity value computed on the
 DU0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0310.degrees latitude (g = 980.6199 gals.).
 DU0310
 DU0310.The modeled gravity was interpolated from observed gravity values.
 DU0310
 DU0310;                    North         East    Units  Estimated Accuracy
 DU0310;SPC AZ E     -   280,180.      145,780.      MT  (+/- 180 meters Scaled)
 DU0310
 DU0310                          SUPERSEDED SURVEY CONTROL
 DU0310
 DU0310  NGVD 29 (??/??/92) 1076.432  (m)         3531.59   (f) ADJ UNCH    1 2
 DU0310
 DU0310.Superseded values are not recommended for survey control.
 DU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0310.See file dsdata.txt to determine how the superseded data were derived.
 DU0310
 DU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC098094(NAD 83)
 DU0310_MARKER: DB = BENCH MARK DISK
 DU0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0310_STAMPING: 3531.594 D 17 1933
 DU0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0310+STABILITY: SURFACE MOTION
 DU0310
 DU0310  HISTORY     - Date     Condition        Report By
 DU0310  HISTORY     - 1933     MONUMENTED       CGS
 DU0310  HISTORY     - 1934     GOOD             NGS
 DU0310  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0310  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU0310
 DU0310                          STATION DESCRIPTION
 DU0310
 DU0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0310'13.1 MI N FROM GLOBE.
 DU0310'13.1 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0310'COUNTY, 7.7 MILES NORTHWEST OF A BRIDGE OVER PINAL CREEK, AT THE
 DU0310'SUMMIT OF THE GRADE BETWEEN HICKS CANYON AND DEVORE CANYON, AND 40
 DU0310'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 DU0310'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DU0310
 DU0310                          STATION RECOVERY (1934)
 DU0310
 DU0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0310'RECOVERED IN GOOD CONDITION.
 DU0310
 DU0310                          STATION RECOVERY (1979)
 DU0310
 DU0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0310'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0310
 DU0310                          STATION RECOVERY (2005)
 DU0310
 DU0310'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0286 ***********************************************************************
 DU0286  DESIGNATION -  D 18
 DU0286  PID         -  DU0286
 DU0286  STATE/COUNTY-  AZ/GILA
 DU0286  USGS QUAD   -  CHRISTMAS (1979)
 DU0286
 DU0286                         *CURRENT SURVEY CONTROL
 DU0286  ___________________________________________________________________
 DU0286* NAD 83(1986)-  33 05 18.     (N)    110 42 54.     (W)     SCALED    
 DU0286* NAVD 88     -       634.42   (+/-2cm)    2081.4    (feet)  VERTCON   
 DU0286  ___________________________________________________________________
 DU0286  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0286
 DU0286.The horizontal coordinates were scaled from a topographic map and have
 DU0286.an estimated accuracy of +/- 6 seconds.
 DU0286
 DU0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0286.The vertical order pertains to the NGVD 29 superseded value.
 DU0286
 DU0286.The geoid height was determined by GEOID03.
 DU0286
 DU0286;                    North         East    Units  Estimated Accuracy
 DU0286;SPC AZ E     -   231,680.      162,170.      MT  (+/- 180 meters Scaled)
 DU0286
 DU0286                          SUPERSEDED SURVEY CONTROL
 DU0286
 DU0286  NGVD 29 (??/??/92)  633.827  (m)         2079.48   (f) ADJ UNCH    2 0
 DU0286
 DU0286.Superseded values are not recommended for survey control.
 DU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0286.See file dsdata.txt to determine how the superseded data were derived.
 DU0286
 DU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB265611(NAD 83)
 DU0286_MARKER: DB = BENCH MARK DISK
 DU0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0286_STAMPING: 2079.540 D 18 1933
 DU0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0286+STABILITY: SURFACE MOTION
 DU0286
 DU0286  HISTORY     - Date     Condition        Report By
 DU0286  HISTORY     - 1933     MONUMENTED       CGS
 DU0286
 DU0286                          STATION DESCRIPTION
 DU0286
 DU0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0286'10.8 MI N FROM WINKELMAN.
 DU0286'10.8 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, 0.5 MILE
 DU0286'NORTHWEST OF GILA RIVER, ON THE WEST BANK OF DRIPPING SPRINGS WASH, 75
 DU0286'YARDS NORTH OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, AND 45 FEET
 DU0286'WEST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 DU0286'POST PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- A NEW HIGHWAY NOW LIES
 DU0286'ABOUT 100 FEET WEST OF AND ABOVE OF WHAT REMAINS OF THE OLD HIGHWAY.
 DU0286'THE BM LIES AS DESCRIBED RELATIVE TO THE OLD HIGHWAY, AT THE TOE OF A
 DU0286'CUT FILL ON A SHARP CURVE IN THE NEW HIGHWAY, AND IN A DENSE THICKET
 DU0286'OF MESQUITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0306 ***********************************************************************
 CZ0306  DESIGNATION -  D 19
 CZ0306  PID         -  CZ0306
 CZ0306  STATE/COUNTY-  AZ/PINAL
 CZ0306  USGS QUAD   -  ORACLE (1988)
 CZ0306
 CZ0306                         *CURRENT SURVEY CONTROL
 CZ0306  ___________________________________________________________________
 CZ0306* NAD 83(1986)-  32 36 15.     (N)    110 51 46.     (W)     SCALED    
 CZ0306* NAVD 88     -      1167.98   (+/-2cm)    3831.9    (feet)  VERTCON   
 CZ0306  ___________________________________________________________________
 CZ0306  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CZ0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0306
 CZ0306.The horizontal coordinates were scaled from a topographic map and have
 CZ0306.an estimated accuracy of +/- 6 seconds.
 CZ0306
 CZ0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0306.The vertical order pertains to the NGVD 29 superseded value.
 CZ0306
 CZ0306.The geoid height was determined by GEOID03.
 CZ0306
 CZ0306;                    North         East    Units  Estimated Accuracy
 CZ0306;SPC AZ C     -   178,350.      312,280.      MT  (+/- 180 meters Scaled)
 CZ0306
 CZ0306                          SUPERSEDED SURVEY CONTROL
 CZ0306
 CZ0306  NGVD 29 (??/??/92) 1167.240  (m)         3829.52   (f) ADJ UNCH    2 0
 CZ0306
 CZ0306.Superseded values are not recommended for survey control.
 CZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0306.See file dsdata.txt to determine how the superseded data were derived.
 CZ0306
 CZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB128074(NAD 83)
 CZ0306_MARKER: DD = SURVEY DISK
 CZ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0306_STAMPING: 3829.608 D 19 1933
 CZ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0306+STABILITY: SURFACE MOTION
 CZ0306
 CZ0306  HISTORY     - Date     Condition        Report By
 CZ0306  HISTORY     - 1933     MONUMENTED       CGS
 CZ0306  HISTORY     - 1959     GOOD             USGS
 CZ0306
 CZ0306                          STATION DESCRIPTION
 CZ0306
 CZ0306'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CZ0306'6.1 MI W FROM ORACLE.
 CZ0306'6.1 MILES WEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY, ON A
 CZ0306'LOW RIDGE, 310 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 610 FEET
 CZ0306'NORTHWEST OF A ROAD FORK LEADING SOUTH.  A STANDARD DISK STAMPED
 CZ0306'3829.608 D 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CZ0306'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0307 ***********************************************************************
 CZ0307  DESIGNATION -  D 19 RESET
 CZ0307  PID         -  CZ0307
 CZ0307  STATE/COUNTY-  AZ/PINAL
 CZ0307  USGS QUAD   -  ORACLE (1988)
 CZ0307
 CZ0307                         *CURRENT SURVEY CONTROL
 CZ0307  ___________________________________________________________________
 CZ0307* NAD 83(1986)-  32 36 14.     (N)    110 51 46.     (W)     SCALED    
 CZ0307* NAVD 88     -      1167.53   (+/-2cm)    3830.5    (feet)  VERTCON   
 CZ0307  ___________________________________________________________________
 CZ0307  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CZ0307  VERT ORDER  -  THIRD (See Below)
 CZ0307
 CZ0307.The horizontal coordinates were scaled from a topographic map and have
 CZ0307.an estimated accuracy of +/- 6 seconds.
 CZ0307
 CZ0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0307.The vertical order pertains to the NGVD 29 superseded value.
 CZ0307
 CZ0307.The geoid height was determined by GEOID03.
 CZ0307
 CZ0307;                    North         East    Units  Estimated Accuracy
 CZ0307;SPC AZ C     -   178,320.      312,280.      MT  (+/- 180 meters Scaled)
 CZ0307
 CZ0307                          SUPERSEDED SURVEY CONTROL
 CZ0307
 CZ0307  NGVD 29 (03/28/06) 1166.79   (m)         3828.0    (f) RESET       3  
 CZ0307
 CZ0307.Superseded values are not recommended for survey control.
 CZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0307.See file dsdata.txt to determine how the superseded data were derived.
 CZ0307
 CZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB128073(NAD 83)
 CZ0307_MARKER: DB = BENCH MARK DISK
 CZ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0307_STAMPING: D 19 RESET 1974
 CZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0307+STABILITY: SURFACE MOTION
 CZ0307
 CZ0307  HISTORY     - Date     Condition        Report By
 CZ0307  HISTORY     - 1974     MONUMENTED       NGS
 CZ0307
 CZ0307                          STATION DESCRIPTION
 CZ0307
 CZ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CZ0307'6.1 MI W FROM ORACLE.
 CZ0307'6.1 MILES WEST ALONG ARIZONA HIGHWAY 77 FROM ORACLE, IN THE NORTH
 CZ0307'RIGHT OF WAY FENCE LINE ALONG THE WEST SLOPE OF A HILL.  THE MARK IS A
 CZ0307'12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND SET UNDER A
 CZ0307'WITNESS SIGN.  NOTE-- THE AREA IS PRESENTLY UNDER CONSTRUCTION AND
 CZ0307'MILAGE MAY CHANGE SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0405 ***********************************************************************
 DU0405  DESIGNATION -  D 21
 DU0405  PID         -  DU0405
 DU0405  STATE/COUNTY-  AZ/MARICOPA
 DU0405  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0405
 DU0405                         *CURRENT SURVEY CONTROL
 DU0405  ___________________________________________________________________
 DU0405* NAD 83(1986)-  33 35 53.     (N)    111 12 10.     (W)     SCALED    
 DU0405* NAVD 88     -       615.959  (meters)    2020.86   (feet)  ADJUSTED  
 DU0405  ___________________________________________________________________
 DU0405  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DU0405  DYNAMIC HT  -         615.183 (meters)    2018.31  (feet)  COMP
 DU0405  MODELED GRAV-     979,358.6   (mgal)                       NAVD 88
 DU0405
 DU0405  VERT ORDER  -  FIRST     CLASS II
 DU0405
 DU0405.The horizontal coordinates were scaled from a topographic map and have
 DU0405.an estimated accuracy of +/- 6 seconds.
 DU0405
 DU0405.The orthometric height was determined by differential leveling
 DU0405.and adjusted in June 1991.
 DU0405
 DU0405.The geoid height was determined by GEOID03.
 DU0405
 DU0405.The dynamic height is computed by dividing the NAVD 88
 DU0405.geopotential number by the normal gravity value computed on the
 DU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0405.degrees latitude (g = 980.6199 gals.).
 DU0405
 DU0405.The modeled gravity was interpolated from observed gravity values.
 DU0405
 DU0405;                    North         East    Units  Estimated Accuracy
 DU0405;SPC AZ C     -   288,300.      279,620.      MT  (+/- 180 meters Scaled)
 DU0405
 DU0405                          SUPERSEDED SURVEY CONTROL
 DU0405
 DU0405  NGVD 29 (??/??/92)  615.370  (m)         2018.93   (f) ADJ UNCH    1 2
 DU0405
 DU0405.Superseded values are not recommended for survey control.
 DU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0405.See file dsdata.txt to determine how the superseded data were derived.
 DU0405
 DU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC811176(NAD 83)
 DU0405_MARKER: DB = BENCH MARK DISK
 DU0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0405_SP_SET: RAILING
 DU0405_STAMPING: D 21 1933
 DU0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0405+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0405
 DU0405  HISTORY     - Date     Condition        Report By
 DU0405  HISTORY     - 1933     MONUMENTED       CGS
 DU0405  HISTORY     - 1948     GOOD             NGS
 DU0405  HISTORY     - 1980     GOOD             NGS
 DU0405  HISTORY     - 20040403 GOOD             USPSQD
 DU0405  HISTORY     - 20060812 GOOD             GEOCAC
 DU0405  HISTORY     - 20080716 GOOD             GEOCAC
 DU0405
 DU0405                          STATION DESCRIPTION
 DU0405
 DU0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0405'10.4 MI SW FROM ROOSEVELT.
 DU0405'10.4 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.5 MILES
 DU0405'NORTH OF MILE POST 233, 3.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, AT
 DU0405'THE BRIDGE OVER PINE CREEK, AND IN THE TOP OF THE WEST END OF THE
 DU0405'NORTH CONCRETE RAILING OF THE BRIDGE.
 DU0405
 DU0405                          STATION RECOVERY (1980)
 DU0405
 DU0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0405'13.0 KM (8.1 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0405'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.8 KM (0.5 MI) SOUTH
 DU0405'OF HIGHWAY MILEPOST 234, IN TOP OF THE SOUTH END OF THE WEST
 DU0405'CONCRETE GUARDRAIL OF A HIGHWAY BRIDGE OVER PINE CREEK, 2.7 METERS
 DU0405'(9.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FT)
 DU0405'NORTH OF THE SOUTH END OF THE GUARDRAIL.
 DU0405'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 DU0405
 DU0405                          STATION RECOVERY (2004)
 DU0405
 DU0405'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0405'RECOVERED AS DESCRIBED
 DU0405
 DU0405                          STATION RECOVERY (2006)
 DU0405
 DU0405'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0405'RECOVERED IN GOOD CONDITION.
 DU0405
 DU0405                          STATION RECOVERY (2008)
 DU0405
 DU0405'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0405'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0405'33 35.899 W 111
 DU0405'12.182.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0626 ***********************************************************************
 DU0626  DESIGNATION -  D 22
 DU0626  PID         -  DU0626
 DU0626  STATE/COUNTY-  AZ/MARICOPA
 DU0626  USGS QUAD   -  BUCKHORN (1982)
 DU0626
 DU0626                         *CURRENT SURVEY CONTROL
 DU0626  ___________________________________________________________________
 DU0626* NAD 83(1986)-  33 24 55.     (N)    111 39 00.     (W)     SCALED    
 DU0626* NAVD 88     -       453.94   (+/-2cm)    1489.3    (feet)  VERTCON   
 DU0626  ___________________________________________________________________
 DU0626  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0626  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0626
 DU0626.The horizontal coordinates were scaled from a topographic map and have
 DU0626.an estimated accuracy of +/- 6 seconds.
 DU0626
 DU0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0626.The vertical order pertains to the NGVD 29 superseded value.
 DU0626
 DU0626.The geoid height was determined by GEOID03.
 DU0626
 DU0626;                    North         East    Units  Estimated Accuracy
 DU0626;SPC AZ C     -   267,840.      238,160.      MT  (+/- 180 meters Scaled)
 DU0626
 DU0626                          SUPERSEDED SURVEY CONTROL
 DU0626
 DU0626  NGVD 29 (??/??/92)  453.382  (m)         1487.47   (f) ADJ UNCH    1 2
 DU0626
 DU0626.Superseded values are not recommended for survey control.
 DU0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0626.See file dsdata.txt to determine how the superseded data were derived.
 DU0626
 DU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB395975(NAD 83)
 DU0626_MARKER: DB = BENCH MARK DISK
 DU0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0626_STAMPING: D 22 1933
 DU0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0626+STABILITY: SURFACE MOTION
 DU0626
 DU0626  HISTORY     - Date     Condition        Report By
 DU0626  HISTORY     - 1933     MONUMENTED       CGS
 DU0626  HISTORY     - 1948     GOOD             NGS
 DU0626  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0626  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0626
 DU0626                          STATION DESCRIPTION
 DU0626
 DU0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0626'5.8 MI W FROM APACHE JUNCTION.
 DU0626'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0626'120 FEET NORTHEAST OF MILEPOST NO. 190, 64.4 FEET NORTH OF THE CENTER
 DU0626'LINE OF THE HIGHWAY, 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DU0626'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 DU0626'PROJECTING 5 INCHES.
 DU0626
 DU0626                          STATION RECOVERY (1981)
 DU0626
 DU0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0626'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0626
 DU0626                          STATION RECOVERY (2008)
 DU0626
 DU0626'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0626'THE DESCRIBED LOCATION IS NOW THE WESTBOUND LANES OF THE HIGHWAY.
 DU0626'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0919 ***********************************************************************
 DV0919  DESIGNATION -  D 24
 DV0919  PID         -  DV0919
 DV0919  STATE/COUNTY-  AZ/MARICOPA
 DV0919  USGS QUAD   -  WITTMANN (1981)
 DV0919
 DV0919                         *CURRENT SURVEY CONTROL
 DV0919  ___________________________________________________________________
 DV0919* NAD 83(1986)-  33 46 33.     (N)    112 31 32.     (W)     SCALED    
 DV0919* NAVD 88     -       512.39   (+/-2cm)    1681.1    (feet)  VERTCON   
 DV0919  ___________________________________________________________________
 DV0919  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0919
 DV0919.The horizontal coordinates were scaled from a topographic map and have
 DV0919.an estimated accuracy of +/- 6 seconds.
 DV0919
 DV0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0919.The vertical order pertains to the NGVD 29 superseded value.
 DV0919
 DV0919.The geoid height was determined by GEOID03.
 DV0919
 DV0919;                    North         East    Units  Estimated Accuracy
 DV0919;SPC AZ C     -   307,960.      156,970.      MT  (+/- 180 meters Scaled)
 DV0919
 DV0919                          SUPERSEDED SURVEY CONTROL
 DV0919
 DV0919  NGVD 29 (??/??/92)  511.789  (m)         1679.09   (f) ADJ UNCH    2 0
 DV0919
 DV0919.Superseded values are not recommended for survey control.
 DV0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0919.See file dsdata.txt to determine how the superseded data were derived.
 DV0919
 DV0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC587383(NAD 83)
 DV0919_MARKER: DB = BENCH MARK DISK
 DV0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0919_SP_SET: ABUTMENT
 DV0919_STAMPING: D 24 1933
 DV0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0919
 DV0919  HISTORY     - Date     Condition        Report By
 DV0919  HISTORY     - 1933     MONUMENTED       CGS
 DV0919  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0919
 DV0919                          STATION DESCRIPTION
 DV0919
 DV0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0919'7.8 MI SE FROM HOT SPRINGS JUNCTION.
 DV0919'7.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0919'FROM HOT SPRINGS JUNCTION, AT WITTMANN, 600 FEET SOUTHEAST OF MILEPOST
 DV0919'158, 450 FEET SOUTHEAST OF THE SOUTHEAST SWITCH BLOCK, AT BRIDGE A
 DV0919'159, IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT, AND 10 FEET
 DV0919'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D
 DV0919'24 1933.
 DV0919
 DV0919                          STATION RECOVERY (2007)
 DV0919
 DV0919'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0919'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0919'MARK. THE RAILROAD BRIDGE APPEARS TO HAVE BEEN REPLACED RECENTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0990 ***********************************************************************
 DV0990  DESIGNATION -  D 25
 DV0990  PID         -  DV0990
 DV0990  STATE/COUNTY-  AZ/MARICOPA
 DV0990  USGS QUAD   -  AGUILA (1990)
 DV0990
 DV0990                         *CURRENT SURVEY CONTROL
 DV0990  ___________________________________________________________________
 DV0990* NAD 83(1986)-  33 56 35.     (N)    113 10 34.     (W)     SCALED    
 DV0990* NAVD 88     -       659.85   (+/-2cm)    2164.9    (feet)  VERTCON   
 DV0990  ___________________________________________________________________
 DV0990  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0990
 DV0990.The horizontal coordinates were scaled from a topographic map and have
 DV0990.an estimated accuracy of +/- 6 seconds.
 DV0990
 DV0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0990.The vertical order pertains to the NGVD 29 superseded value.
 DV0990
 DV0990.The geoid height was determined by GEOID03.
 DV0990
 DV0990;                    North         East    Units  Estimated Accuracy
 DV0990;SPC AZ C     -   327,050.       96,940.      MT  (+/- 180 meters Scaled)
 DV0990
 DV0990                          SUPERSEDED SURVEY CONTROL
 DV0990
 DV0990  NGVD 29 (??/??/92)  659.166  (m)         2162.61   (f) ADJ UNCH    2 0
 DV0990
 DV0990.Superseded values are not recommended for survey control.
 DV0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0990.See file dsdata.txt to determine how the superseded data were derived.
 DV0990
 DV0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC988579(NAD 83)
 DV0990_MARKER: DB = BENCH MARK DISK
 DV0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0990_STAMPING: D 25 1933
 DV0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0990+STABILITY: SURFACE MOTION
 DV0990
 DV0990  HISTORY     - Date     Condition        Report By
 DV0990  HISTORY     - 1933     MONUMENTED       CGS
 DV0990  HISTORY     - 1955     GOOD             NGS
 DV0990  HISTORY     - 20070428 MARK NOT FOUND   GEOCAC
 DV0990
 DV0990                          STATION DESCRIPTION
 DV0990
 DV0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV0990'IN AGUILA.
 DV0990'AT AGUILA, MARICOPA COUNTY, 400 FEET WEST OF THE ATCHISON, TOPEKA AND
 DV0990'SANTA FE RAILWAY STATION, IN THE NORTHWEST CORNER OF THE STATION
 DV0990'GROUNDS, 95 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 40 FEET
 DV0990'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 25
 DV0990'1933 AND SET IN THE TOP OF A CONCRETE POST.
 DV0990
 DV0990                          STATION RECOVERY (2007)
 DV0990
 DV0990'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0990'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0990'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0046 ***********************************************************************
 FQ0046  DESIGNATION -  D 252
 FQ0046  PID         -  FQ0046
 FQ0046  STATE/COUNTY-  AZ/COCONINO
 FQ0046  USGS QUAD   -  TUCKER MESA (1983)
 FQ0046
 FQ0046                         *CURRENT SURVEY CONTROL
 FQ0046  ___________________________________________________________________
 FQ0046* NAD 83(1986)-  35 03 09.     (N)    110 47 09.     (W)     SCALED    
 FQ0046* NAVD 88     -      1489.338  (meters)    4886.27   (feet)  ADJUSTED  
 FQ0046  ___________________________________________________________________
 FQ0046  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0046  DYNAMIC HT  -        1487.370 (meters)    4879.81  (feet)  COMP
 FQ0046  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 FQ0046
 FQ0046  VERT ORDER  -  SECOND    CLASS 0
 FQ0046
 FQ0046.The horizontal coordinates were scaled from a topographic map and have
 FQ0046.an estimated accuracy of +/- 6 seconds.
 FQ0046
 FQ0046.The orthometric height was determined by differential leveling
 FQ0046.and adjusted in June 1991.
 FQ0046
 FQ0046.The geoid height was determined by GEOID03.
 FQ0046
 FQ0046.The dynamic height is computed by dividing the NAVD 88
 FQ0046.geopotential number by the normal gravity value computed on the
 FQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0046.degrees latitude (g = 980.6199 gals.).
 FQ0046
 FQ0046.The modeled gravity was interpolated from observed gravity values.
 FQ0046
 FQ0046;                    North         East    Units  Estimated Accuracy
 FQ0046;SPC AZ C     -   449,980.      316,520.      MT  (+/- 180 meters Scaled)
 FQ0046
 FQ0046                          SUPERSEDED SURVEY CONTROL
 FQ0046
 FQ0046  NGVD 29 (??/??/92) 1488.586  (m)         4883.80   (f) ADJ UNCH    2 0
 FQ0046
 FQ0046.Superseded values are not recommended for survey control.
 FQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0046.See file dsdata.txt to determine how the superseded data were derived.
 FQ0046
 FQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD195788(NAD 83)
 FQ0046_MARKER: DB = BENCH MARK DISK
 FQ0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0046_SP_SET: CULVERT
 FQ0046_STAMPING: D 252 1939
 FQ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0046
 FQ0046  HISTORY     - Date     Condition        Report By
 FQ0046  HISTORY     - 1939     MONUMENTED       CGS
 FQ0046  HISTORY     - 1959     GOOD             NGS
 FQ0046  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0046
 FQ0046                          STATION DESCRIPTION
 FQ0046
 FQ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0046'5.3 MI W FROM WINSLOW.
 FQ0046'IN COCONINO COUNTY, 5.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 FQ0046'SANTA FE RAILWAY FROM WINSLOW, NAVAJO COUNTY, AT A CULVERT ON U. S.
 FQ0046'HIGHWAY 66, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL,
 FQ0046'AND 13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FQ0046'STAMPED D 252 1939.
 FQ0046
 FQ0046                          STATION RECOVERY (1983)
 FQ0046
 FQ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0440 ***********************************************************************
 FS0440  DESIGNATION -  D 253
 FS0440  PID         -  FS0440
 FS0440  STATE/COUNTY-  AZ/MOHAVE
 FS0440  USGS QUAD   -  GOLD BASIN (1989)
 FS0440
 FS0440                         *CURRENT SURVEY CONTROL
 FS0440  ___________________________________________________________________
 FS0440* NAD 83(1992)-  35 47 10.82818(N)    114 07 56.70673(W)     NO CHECK  
 FS0440* NAVD 88     -       873.672  (meters)    2866.37   (feet)  POSTED    
 FS0440  ___________________________________________________________________
 FS0440  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 FS0440  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FS0440  DYNAMIC HT  -         872.690 (meters)    2863.15  (feet)  COMP
 FS0440  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 FS0440
 FS0440  HORZ ORDER  -  THIRD
 FS0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0440
 FS0440.The horizontal coordinates were established by classical geodetic methods
 FS0440.and adjusted by the National Geodetic Survey in August 1993.
 FS0440.No horizontal observational check was made to the station.
 FS0440
 FS0440.The orthometric height was determined by differential leveling
 FS0440.and adjusted by the  in 1992.
 FS0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0440.rate of 0.0 thru 1.0 mm/km.
 FS0440
 FS0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0440
 FS0440.The geoid height was determined by GEOID03.
 FS0440
 FS0440.The dynamic height is computed by dividing the NAVD 88
 FS0440.geopotential number by the normal gravity value computed on the
 FS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0440.degrees latitude (g = 980.6199 gals.).
 FS0440
 FS0440.The modeled gravity was interpolated from observed gravity values.
 FS0440
 FS0440;                    North         East     Units Scale Factor Converg.
 FS0440;SPC AZ W     -   530,893.473   178,789.190   MT  0.99994806   -0 13 25.1
 FS0440;SPC AZ W     - 1,741,776.49    586,578.71   iFT  0.99994806   -0 13 25.1
 FS0440;UTM  11      - 3,964,045.485   759,178.128   MT  1.00042782   +1 40 40.1
 FS0440
 FS0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0440!SPC AZ W     -   0.99986720  x   0.99994806  =   0.99981527
 FS0440!UTM  11      -   0.99986720  x   1.00042782  =   1.00029497
 FS0440
 FS0440                          SUPERSEDED SURVEY CONTROL
 FS0440
 FS0440  NAD 83(1986)-  35 47 10.81925(N)    114 07 56.70506(W) AD(       ) 3
 FS0440  NAD 27      -  35 47 10.84200(N)    114 07 53.87800(W) AD(       ) 3
 FS0440  NGVD 29 (??/??/92)  872.920  (m)         2863.91   (f) ADJ UNCH    1 1
 FS0440
 FS0440.Superseded values are not recommended for survey control.
 FS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0440.See file dsdata.txt to determine how the superseded data were derived.
 FS0440
 FS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5917864045(NAD 83)
 FS0440_MARKER: DB = BENCH MARK DISK
 FS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0440_STAMPING: D 253 1940
 FS0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0440+STABILITY: SURFACE MOTION
 FS0440
 FS0440  HISTORY     - Date     Condition        Report By
 FS0440  HISTORY     - 1950     MONUMENTED       CGS
 FS0440  HISTORY     - 1950     GOOD             NGS
 FS0440  HISTORY     - 1955     GOOD             NGS
 FS0440  HISTORY     - 19870126 GOOD             USPSQD
 FS0440
 FS0440                          STATION DESCRIPTION
 FS0440
 FS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FS0440'THE STATION IS LOCATED IN THE VALLEY OF THE HUALPAI WASH, ABOUT
 FS0440'3 MILES SOUTHWARD FROM THE FORMER GOLD BASIN POST OFFICE AND
 FS0440'STILL OCCUPIED RANCH HOUSE.  ABOUT 3 MILES NORTHWEST OF VALLEY
 FS0440'RANCH, ABOUT 0.05 MILE NORTH OF THE INTERSECTION OF THE HUALPAI
 FS0440'WASH ROAD WITH ROAD NORTHEAST FROM U.S. HIGHWAY 93-466 TO PIERCES
 FS0440'FERRY.
 FS0440'
 FS0440'THE STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK
 FS0440'SET IN A CONCRETE POST 10 INCHES SQUARE, PROJECTING 8 INCHES,
 FS0440'IS STAMPED D 253 1940.  IT IS ABOUT THE SAME ELEVATION AS THE
 FS0440'STATION GOLD BASIN.
 FS0440
 FS0440                          STATION RECOVERY (1950)
 FS0440
 FS0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FS0440'27.1 MI S FROM PIERCES FERRY.
 FS0440'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0440'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0440'DIRT ROAD, ABOUT 108 YARDS NORTH OF THE CENTER OF THE INTERSECTION
 FS0440'OF THE HACKBERRY-HUALPAI WASH ROAD, 287 FEET NORTH OF BM 2860
 FS0440'(USGS), 92 FEET EAST OF A LONE 2-FOOT JOSHUA TREE, 70 1/2 FEET
 FS0440'WEST OF THE CENTER LINE OF THE ROAD, 52 1/2 FEET EAST OF THE
 FS0440'CENTER LINE OF AN OLD ABANDONED ROAD, 2.0 FEET SOUTH OF A WITNESS
 FS0440'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0440'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0440
 FS0440                          STATION RECOVERY (1955)
 FS0440
 FS0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0440'RECOVERED IN GOOD CONDITION.
 FS0440
 FS0440                          STATION RECOVERY (1987)
 FS0440
 FS0440'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0076 ***********************************************************************
 GQ0076  DESIGNATION -  D 254
 GQ0076  PID         -  GQ0076
 GQ0076  STATE/COUNTY-  AZ/MOHAVE
 GQ0076  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0076
 GQ0076                         *CURRENT SURVEY CONTROL
 GQ0076  ___________________________________________________________________
 GQ0076* NAD 83(1986)-  36 08 51.     (N)    113 59 33.     (W)     SCALED    
 GQ0076* NAVD 88     -       373.809  (meters)    1226.40   (feet)  POSTED    
 GQ0076  ___________________________________________________________________
 GQ0076  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GQ0076  DYNAMIC HT  -         373.430 (meters)    1225.16  (feet)  COMP
 GQ0076  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 GQ0076
 GQ0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0076
 GQ0076.The horizontal coordinates were scaled from a topographic map and have
 GQ0076.an estimated accuracy of +/- 6 seconds.
 GQ0076
 GQ0076.The orthometric height was determined by differential leveling
 GQ0076.and adjusted by the  in 1992.
 GQ0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0076.rate of 0.0 thru 1.0 mm/km.
 GQ0076
 GQ0076.The geoid height was determined by GEOID03.
 GQ0076
 GQ0076.The dynamic height is computed by dividing the NAVD 88
 GQ0076.geopotential number by the normal gravity value computed on the
 GQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0076.degrees latitude (g = 980.6199 gals.).
 GQ0076
 GQ0076.The modeled gravity was interpolated from observed gravity values.
 GQ0076
 GQ0076;                    North         East    Units  Estimated Accuracy
 GQ0076;SPC AZ W     -   570,920.      191,540.      MT  (+/- 180 meters Scaled)
 GQ0076
 GQ0076                          SUPERSEDED SURVEY CONTROL
 GQ0076
 GQ0076  NGVD 29 (??/??/92)  373.131  (m)         1224.18   (f) ADJ UNCH    1 1
 GQ0076
 GQ0076.Superseded values are not recommended for survey control.
 GQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0076.See file dsdata.txt to determine how the superseded data were derived.
 GQ0076
 GQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF307044(NAD 83)
 GQ0076_MARKER: DB = BENCH MARK DISK
 GQ0076_SETTING: 80 = SET IN A BOULDER
 GQ0076_SP_SET: BOULDER
 GQ0076_STAMPING: D 254 1941
 GQ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0076+STABILITY: SURFACE MOTION
 GQ0076
 GQ0076  HISTORY     - Date     Condition        Report By
 GQ0076  HISTORY     - 1941     MONUMENTED       CGS
 GQ0076  HISTORY     - 1950     GOOD             NGS
 GQ0076
 GQ0076                          STATION DESCRIPTION
 GQ0076
 GQ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0076'4.3 MI N FROM PIERCES FERRY.
 GQ0076'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GQ0076'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GQ0076'THENCE 3.8 MILES NORTH ALONG THE SHORE OF LAKE MEAD, IN THE TOP OF A
 GQ0076'3- BY 4-FOOT BOULDER, AT THE HIGH WATER MARK OF THE LAKE, WEST OF AND
 GQ0076'ACROSS LAKE MEAD FROM AN OLD ABANDONED FERRY LANDING, DUE NORTHWEST OF
 GQ0076'AND ACROSS THE LAKE FROM THE MOUTH OF THE COLORADO RIVER, 35 FEET
 GQ0076'SOUTH OF THE APPROXIMATE CENTER OF A RIDGE FORMING THE NORTH SIDE OF A
 GQ0076'BAY, AND 18 FEET SOUTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0542 ***********************************************************************
 ET0542  DESIGNATION -  D 255
 ET0542  PID         -  ET0542
 ET0542  STATE/COUNTY-  AZ/YAVAPAI
 ET0542  USGS QUAD   -  SIMMONS (1979)
 ET0542
 ET0542                         *CURRENT SURVEY CONTROL
 ET0542  ___________________________________________________________________
 ET0542* NAD 83(2007)-  34 47 41.71072(N)    112 37 36.26244(W)     ADJUSTED  
 ET0542* NAVD 88     -      1410.812  (meters)    4628.64   (feet)  POSTED    
 ET0542  ___________________________________________________________________
 ET0542  EPOCH DATE  -        2007.00
 ET0542  X           -  -2,017,726.991 (meters)                     COMP
 ET0542  Y           -  -4,840,908.678 (meters)                     COMP
 ET0542  Z           -   3,619,996.779 (meters)                     COMP
 ET0542  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 ET0542  ELLIP HEIGHT-        1384.403 (meters)          (02/10/07) ADJUSTED
 ET0542  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ET0542  DYNAMIC HT  -        1408.960 (meters)    4622.56  (feet)  COMP
 ET0542
 ET0542  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0542  Type    PID    Designation                      North   East  Ellip
 ET0542  -------------------------------------------------------------------
 ET0542  NETWORK ET0542 D 255                             0.39   0.37   0.74
 ET0542  -------------------------------------------------------------------
 ET0542  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 ET0542
 ET0542  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0542
 ET0542.The horizontal coordinates were established by GPS observations
 ET0542.and adjusted by the National Geodetic Survey in February 2007.
 ET0542
 ET0542.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0542.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0542.The horizontal coordinates are valid at the epoch date displayed above.
 ET0542.The epoch date for horizontal control is a decimal equivalence
 ET0542.of Year/Month/Day.
 ET0542
 ET0542.The orthometric height was determined by differential leveling
 ET0542.and adjusted in November 2005.
 ET0542.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0542.rate of 0.0 thru 1.0 mm/km.
 ET0542
 ET0542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0542
 ET0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0542
 ET0542.The ellipsoidal height was determined by GPS observations
 ET0542.and is referenced to NAD 83.
 ET0542
 ET0542.The geoid height was determined by GEOID03.
 ET0542
 ET0542.The dynamic height is computed by dividing the NAVD 88
 ET0542.geopotential number by the normal gravity value computed on the
 ET0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0542.degrees latitude (g = 980.6199 gals.).
 ET0542
 ET0542.The modeled gravity was interpolated from observed gravity values.
 ET0542
 ET0542;                    North         East     Units Scale Factor Converg.
 ET0542;SPC AZ C     -   421,054.909   148,383.346   MT  0.99995202   -0 24 18.8
 ET0542;SPC AZ C     - 1,381,413.74    486,822.00   iFT  0.99995202   -0 24 18.8
 ET0542;UTM  12      - 3,851,506.564   351,180.882   MT  0.99987297   -0 55 42.4
 ET0542
 ET0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0542!SPC AZ C     -   0.99978274  x   0.99995202  =   0.99973477
 ET0542!UTM  12      -   0.99978274  x   0.99987297  =   0.99965573
 ET0542
 ET0542:                Primary Azimuth Mark                     Grid Az
 ET0542:SPC AZ C     -  COOPER                                   058 50 48.6
 ET0542:UTM  12      -  COOPER                                   059 22 12.2
 ET0542
 ET0542|---------------------------------------------------------------------|
 ET0542| PID    Reference Object                     Distance      Geod. Az  |
 ET0542|                                                           dddmmss.s |
 ET0542| ET0984 COOPER                              APPROX. 1.1 KM 0582629.8 |
 ET0542|---------------------------------------------------------------------|
 ET0542
 ET0542                          SUPERSEDED SURVEY CONTROL
 ET0542
 ET0542  NAD 83(1992)-  34 47 41.71020(N)    112 37 36.26198(W) AD(       ) A
 ET0542  ELLIP H (09/30/99) 1384.425  (m)                       GP(       ) 3 1
 ET0542  NAD 83(1992)-  34 47 41.72249(N)    112 37 36.24378(W) AD(       ) 2
 ET0542  NAD 83(1986)-  34 47 41.72182(N)    112 37 36.24304(W) AD(       ) 2
 ET0542  NAD 27      -  34 47 41.64400(N)    112 37 33.60900(W) AD(       ) 2
 ET0542  NGVD 29 (??/??/92) 1410.01   (m)         4626.0    (f) COMPUTED    2 0
 ET0542
 ET0542.Superseded values are not recommended for survey control.
 ET0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0542.See file dsdata.txt to determine how the superseded data were derived.
 ET0542
 ET0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5118151507(NAD 83)
 ET0542_MARKER: DB = BENCH MARK DISK
 ET0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0542_STAMPING: D 255 1941
 ET0542_MARK LOGO: NONE  
 ET0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0542+STABILITY: SURFACE MOTION
 ET0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0542+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0542
 ET0542  HISTORY     - Date     Condition        Report By
 ET0542  HISTORY     - 1944     MONUMENTED       CGS
 ET0542  HISTORY     - 1974     GOOD             USGS
 ET0542  HISTORY     - 19990115 GOOD             AZ-025
 ET0542  HISTORY     - 20010326 GOOD             AZ-025
 ET0542  HISTORY     - 20080823 GOOD             GEOCAC
 ET0542
 ET0542                          STATION DESCRIPTION
 ET0542
 ET0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0542'STATION IS LOCATED ABOUT 20 MILES (AIR LINE) NNW OF PRESCOTT
 ET0542'AND ABOUT 3 MILES S OF THE OLD SIMMONS RANCH.  IT IS 57 FEET
 ET0542'W OF THE CENTER LINE OF THE PRESCOTT-SELIGMAN HIGHWAY AND
 ET0542'20 FEET W OF A GREEN THORN BUSH.  IT IS 3 FEET N OF A WITNESS
 ET0542'POST.
 ET0542'
 ET0542'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 ET0542'POST PROJECTING 7 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0542'D 255 1941.
 ET0542'
 ET0542'NO REFERENCE MARK WAS SET.
 ET0542'
 ET0542'TO REACH STATION FROM INTERSECTION OF GURLEY AND GROVE STREETS
 ET0542'IN PRESCOTT, GO NW VIA MILLER VALLEY SCHOOL FOR 2.5 MILES
 ET0542'TO ROAD FORKS AT SIGN FAIR OAKS WALNUT CREEK.  TURN RIGHT
 ET0542'AND GO N ON SIMMONS ROAD FOR 16.5 MILES TO ROAD FORKS AND
 ET0542'SIGN SKULL VALLEY.  TAKE RIGHT FORK, MAIN ROAD, N FOR 1.6
 ET0542'MILES TO STATION ON LEFT NEAR TOP OF A SMALL RISE.
 ET0542
 ET0542                          STATION RECOVERY (1974)
 ET0542
 ET0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0542'2.5 MI NW FROM SIMMONS.
 ET0542'FROM GURLEY AND MILLER STS IN PRESCOTT, 2.5 MI NW.  1.7 MILES SOUTH
 ET0542'ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON VALLEY WASH
 ET0542'AT SIMMONS, TO POINT ON ROAD JUST SOUTH OF A SMALL CURVE ON THE ROAD
 ET0542'AND 0.25 MILE NORTH OF A CATTLE GUARD.  47 FT WEST OF THE CENTER LINE
 ET0542'OF THE ROAD, 27 FT NORTH OF A GREEN THORN BUSH.  A STANDARD C AND GS
 ET0542'DISK STAMPED D 255 1941 AND SET IN THE TOP OF A CONCRETE POST
 ET0542'PROJECTING 0.6 FT ABOVE GROUND.
 ET0542
 ET0542                          STATION RECOVERY (1999)
 ET0542
 ET0542'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0542'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTH-NORTHWEST OF
 ET0542'PRESCOTT, 2.15 MI (3.46 KM) NORTHWEST OF A HIGHWAY BRIDGE OVER MINT
 ET0542'WASH, 1.6 MI (2.6 KM) NORTHWEST OF THE JUNCTION OF WILLIAMSON VALLEY
 ET0542'RD AND FAIR OAKS RD, 1.7 MI (2.7 KM) SOUTH OF A HIGHWAY BRIDGE OVER
 ET0542'WILLIAMSON VALLEY WASH.  OWNERSHIP--YAVAPAI COUNTY ROAD RIGHT-OF-WAY.
 ET0542'TO REACH THE STATION FROM THE INTERSECTION OF IRON SPRING ROAD AND
 ET0542'WILLIAMSON VALLEY ROAD (YAVAPAI COUNTY ROAD 5) IN PRESCOTT, GO
 ET0542'NORTH-NORTHWEST FOR 18.9 MI (30.4 KM) ON WILLIAMSON VALLEY ROAD TO
 ET0542'MILEPOST 19.05 AND THE STATION ON LEFT.  THE STATION PROJECTS 15 CM
 ET0542'ABOVE GROUND.  LOCATED 79.6 FT (24.3 M) SOUTH FROM THE SOUTH POST OF A
 ET0542'H-BRACE IN FENCE, 64.5 FT (19.7 M) EAST FROM A SMALL MULTI-TRUNK
 ET0542'JUNIPER TREE, 43.5 FT (13.3 M) WEST FROM THE HIGHWAY CENTERLINE AND
 ET0542'3.5 FT (1.1 M) WEST FROM A BARBED WIRE FENCE. NOTE--THE DATA BASE
 ET0542'ERRONEOUSLY INDICATES THAT THE STATION IS A ROUND CONCRETE MONUMENT.
 ET0542
 ET0542                          STATION RECOVERY (2001)
 ET0542
 ET0542'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 2001 (CEA)
 ET0542'RECOVERED IN GOOD CONDITION.
 ET0542
 ET0542                          STATION RECOVERY (2008)
 ET0542
 ET0542'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0293 ***********************************************************************
 FS0293  DESIGNATION -  D 256
 FS0293  PID         -  FS0293
 FS0293  STATE/COUNTY-  AZ/MOHAVE
 FS0293  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0293
 FS0293                         *CURRENT SURVEY CONTROL
 FS0293  ___________________________________________________________________
 FS0293* NAD 83(1986)-  35 40 40.     (N)    114 27 57.     (W)     SCALED    
 FS0293* NAVD 88     -       760.252  (meters)    2494.26   (feet)  ADJUSTED  
 FS0293  ___________________________________________________________________
 FS0293  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0293  DYNAMIC HT  -         759.424 (meters)    2491.54  (feet)  COMP
 FS0293  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 FS0293
 FS0293  VERT ORDER  -  FIRST     CLASS I
 FS0293
 FS0293.The horizontal coordinates were scaled from a topographic map and have
 FS0293.an estimated accuracy of +/- 6 seconds.
 FS0293
 FS0293.The orthometric height was determined by differential leveling
 FS0293.and adjusted in June 1991.
 FS0293
 FS0293.The geoid height was determined by GEOID03.
 FS0293
 FS0293.The dynamic height is computed by dividing the NAVD 88
 FS0293.geopotential number by the normal gravity value computed on the
 FS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0293.degrees latitude (g = 980.6199 gals.).
 FS0293
 FS0293.The modeled gravity was interpolated from observed gravity values.
 FS0293
 FS0293;                    North         East    Units  Estimated Accuracy
 FS0293;SPC AZ W     -   519,020.      148,560.      MT  (+/- 180 meters Scaled)
 FS0293
 FS0293                          SUPERSEDED SURVEY CONTROL
 FS0293
 FS0293  NGVD 29 (??/??/92)  759.541  (m)         2491.93   (f) ADJ UNCH    1 1
 FS0293
 FS0293.Superseded values are not recommended for survey control.
 FS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0293.See file dsdata.txt to determine how the superseded data were derived.
 FS0293
 FS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV293511(NAD 83)
 FS0293_MARKER: DB = BENCH MARK DISK
 FS0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0293_SP_SET: CULVERT
 FS0293_STAMPING: D 256 1940
 FS0293_MARK LOGO: CGS   
 FS0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0293
 FS0293  HISTORY     - Date     Condition        Report By
 FS0293  HISTORY     - 1940     MONUMENTED       CGS
 FS0293  HISTORY     - 1949     GOOD             NGS
 FS0293  HISTORY     - 1982     GOOD             NGS
 FS0293
 FS0293                          STATION DESCRIPTION
 FS0293
 FS0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0293'22.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0293'22.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0293'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST
 FS0293'OF MILEPOST 30, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT, IN THE
 FS0293'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL, 15.2
 FS0293'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2
 FS0293'FOOT HIGHER THAN THE HIGHWAY.
 FS0293
 FS0293                          STATION RECOVERY (1982)
 FS0293
 FS0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0293'RECOVERED IN GOOD CONDITION. NOTE--THE DISK IS CRACKED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0262 ***********************************************************************
 FR0262  DESIGNATION -  D 257
 FR0262  PID         -  FR0262
 FR0262  STATE/COUNTY-  AZ/YAVAPAI
 FR0262  USGS QUAD   -  PURCELL CANYON (1973)
 FR0262
 FR0262                         *CURRENT SURVEY CONTROL
 FR0262  ___________________________________________________________________
 FR0262* NAD 83(1986)-  35 10 38.     (N)    112 54 59.     (W)     SCALED    
 FR0262* NAVD 88     -      1545.39   (+/-2cm)    5070.2    (feet)  VERTCON   
 FR0262  ___________________________________________________________________
 FR0262  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 FR0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0262
 FR0262.The horizontal coordinates were scaled from a topographic map and have
 FR0262.an estimated accuracy of +/- 6 seconds.
 FR0262
 FR0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0262.The vertical order pertains to the NGVD 29 superseded value.
 FR0262
 FR0262.The geoid height was determined by GEOID03.
 FR0262
 FR0262;                    North         East    Units  Estimated Accuracy
 FR0262;SPC AZ C     -   463,690.      122,300.      MT  (+/- 180 meters Scaled)
 FR0262
 FR0262                          SUPERSEDED SURVEY CONTROL
 FR0262
 FR0262  NGVD 29 (??/??/92) 1544.492  (m)         5067.22   (f) ADJ UNCH    2 0
 FR0262
 FR0262.Superseded values are not recommended for survey control.
 FR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0262.See file dsdata.txt to determine how the superseded data were derived.
 FR0262
 FR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD254943(NAD 83)
 FR0262_MARKER: DB = BENCH MARK DISK
 FR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0262_STAMPING: D 257 1941
 FR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0262+STABILITY: SURFACE MOTION
 FR0262
 FR0262  HISTORY     - Date     Condition        Report By
 FR0262  HISTORY     - 1941     MONUMENTED       CGS
 FR0262  HISTORY     - 1955     GOOD             NGS
 FR0262
 FR0262                          STATION DESCRIPTION
 FR0262
 FR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0262'0.9 MI E FROM SELIGMAN.
 FR0262'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0262'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0262'11.7 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.2
 FR0262'MILES SOUTHWEST OF A CATTLE GUARD, ON A SMALL RIDGE, 47 FEET WEST OF
 FR0262'THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WOODEN WITNESS POST, AND
 FR0262'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED D 257 1941 AND
 FR0262'SET IN THE TOP OF A CONCRETE POST.
 FR0262
 FR0262                          STATION RECOVERY (1955)
 FR0262
 FR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0502 ***********************************************************************
 DA0502  DESIGNATION -  D 258
 DA0502  PID         -  DA0502
 DA0502  STATE/COUNTY-  AZ/MARICOPA
 DA0502  USGS QUAD   -  GILA BEND (1973)
 DA0502
 DA0502                         *CURRENT SURVEY CONTROL
 DA0502  ___________________________________________________________________
 DA0502* NAD 83(1986)-  32 53 20.     (N)    112 44 16.     (W)     SCALED    
 DA0502* NAVD 88     -       255.63   (+/-2cm)     838.7    (feet)  VERTCON   
 DA0502  ___________________________________________________________________
 DA0502  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0502  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0502
 DA0502.The horizontal coordinates were scaled from a topographic map and have
 DA0502.an estimated accuracy of +/- 6 seconds.
 DA0502
 DA0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0502.The vertical order pertains to the NGVD 29 superseded value.
 DA0502
 DA0502.The geoid height was determined by GEOID03.
 DA0502
 DA0502;                    North         East    Units  Estimated Accuracy
 DA0502;SPC AZ C     -   209,730.      136,540.      MT  (+/- 180 meters Scaled)
 DA0502
 DA0502                          SUPERSEDED SURVEY CONTROL
 DA0502
 DA0502  NGVD 29 (??/??/92)  255.033  (m)          836.72   (f) ADJ UNCH    1 2
 DA0502
 DA0502.Superseded values are not recommended for survey control.
 DA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0502.See file dsdata.txt to determine how the superseded data were derived.
 DA0502
 DA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB374403(NAD 83)
 DA0502_MARKER: DB = BENCH MARK DISK
 DA0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0502_STAMPING: D 258 1945
 DA0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0502+STABILITY: SURFACE MOTION
 DA0502
 DA0502  HISTORY     - Date     Condition        Report By
 DA0502  HISTORY     - 1945     MONUMENTED       CGS
 DA0502  HISTORY     - 1953     GOOD             NGS
 DA0502  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0502  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0502
 DA0502                          STATION DESCRIPTION
 DA0502
 DA0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0502'4.4 MI S FROM GILA BEND.
 DA0502'3.5 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0502'COMPANY STATION AT GILA BEND, THENCE 0.9 MILE SOUTHEAST ALONG A PAVED
 DA0502'ROAD, AT GILA BEND AIR FORCE BASE, AT THE Y JUNCTION OF AN OLD
 DA0502'GRAVELED ROAD, 39 1/2 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 DA0502'22 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 2.0 FEET NORTH
 DA0502'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0502'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0502
 DA0502                          STATION RECOVERY (1980)
 DA0502
 DA0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0502'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-NEW
 DA0502'CONSTRUCTION IN THE AREA DESCRIBED, MARK PRESUMED DESTROYED.
 DA0502
 DA0502                          STATION RECOVERY (2007)
 DA0502
 DA0502'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0508 ***********************************************************************
 DV0508  DESIGNATION -  D 259
 DV0508  PID         -  DV0508
 DV0508  STATE/COUNTY-  AZ/MARICOPA
 DV0508  USGS QUAD   -  TOLLESON (1982)
 DV0508
 DV0508                         *CURRENT SURVEY CONTROL
 DV0508  ___________________________________________________________________
 DV0508* NAD 83(1986)-  33 25 47.     (N)    112 21 57.     (W)     SCALED    
 DV0508* NAVD 88     -       291.86   (+/-2cm)     957.5    (feet)  VERTCON   
 DV0508  ___________________________________________________________________
 DV0508  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0508
 DV0508.The horizontal coordinates were scaled from a topographic map and have
 DV0508.an estimated accuracy of +/- 6 seconds.
 DV0508
 DV0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0508.The vertical order pertains to the NGVD 29 superseded value.
 DV0508
 DV0508.The geoid height was determined by GEOID03.
 DV0508
 DV0508;                    North         East    Units  Estimated Accuracy
 DV0508;SPC AZ C     -   269,500.      171,590.      MT  (+/- 180 meters Scaled)
 DV0508
 DV0508                          SUPERSEDED SURVEY CONTROL
 DV0508
 DV0508  NGVD 29 (??/??/92)  291.235  (m)          955.49   (f) ADJ UNCH    2 0
 DV0508
 DV0508.Superseded values are not recommended for survey control.
 DV0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0508.See file dsdata.txt to determine how the superseded data were derived.
 DV0508
 DV0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB730997(NAD 83)
 DV0508_MARKER: DB = BENCH MARK DISK
 DV0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0508_STAMPING: D 259 1945
 DV0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0508+STABILITY: SURFACE MOTION
 DV0508
 DV0508  HISTORY     - Date     Condition        Report By
 DV0508  HISTORY     - 1945     MONUMENTED       CGS
 DV0508  HISTORY     - 1965     GOOD             NGS
 DV0508  HISTORY     - 1972     GOOD             DOD
 DV0508  HISTORY     - 20060928 MARK NOT FOUND   GEOCAC
 DV0508
 DV0508                          STATION DESCRIPTION
 DV0508
 DV0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DV0508'0.3 MI NW FROM LITCHFIELD PARK USNAF.
 DV0508'0.3 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE OF THE
 DV0508'LITCHFIELD PARK U.S. NAVAL AIR FACILITY, 26 FEET WEST OF THE NORTHWEST
 DV0508'CORNER OF BUILDING NUMBER 1, 1 FOOT EAST OF A 6-INCH DIAMETER STEEL
 DV0508'PIPE, 1.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY. IT IS
 DV0508'SET IN THE TOP OF A 6-INCH DIAMETER CONCRETE POST 2 INCHES BELOW THE
 DV0508'GROUND SURFACE.
 DV0508
 DV0508                          STATION RECOVERY (1972)
 DV0508
 DV0508'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 DV0508'RECOVERED IN GOOD CONDITION.
 DV0508
 DV0508                          STATION RECOVERY (2006)
 DV0508
 DV0508'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0508'POSSIBLY DESTROYED DURING THE CONSTRUCTION OF THE NEW TERMINAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0416 ***********************************************************************
 ET0416  DESIGNATION -  D 26
 ET0416  PID         -  ET0416
 ET0416  STATE/COUNTY-  AZ/YAVAPAI
 ET0416  USGS QUAD   -  DATE (1969)
 ET0416
 ET0416                         *CURRENT SURVEY CONTROL
 ET0416  ___________________________________________________________________
 ET0416* NAD 83(1986)-  34 18 22.     (N)    112 54 54.     (W)     SCALED    
 ET0416* NAVD 88     -      1020.959  (meters)    3349.60   (feet)  POSTED    
 ET0416  ___________________________________________________________________
 ET0416  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 ET0416  DYNAMIC HT  -        1019.670 (meters)    3345.37  (feet)  COMP
 ET0416  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 ET0416
 ET0416  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0416
 ET0416.The horizontal coordinates were scaled from a topographic map and have
 ET0416.an estimated accuracy of +/- 6 seconds.
 ET0416
 ET0416.The orthometric height was determined by differential leveling
 ET0416.and adjusted in November 2005.
 ET0416.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0416.rate of 1.1 thru 2.0 mm/km.
 ET0416
 ET0416.The geoid height was determined by GEOID03.
 ET0416
 ET0416.The dynamic height is computed by dividing the NAVD 88
 ET0416.geopotential number by the normal gravity value computed on the
 ET0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0416.degrees latitude (g = 980.6199 gals.).
 ET0416
 ET0416.The modeled gravity was interpolated from observed gravity values.
 ET0416
 ET0416;                    North         East    Units  Estimated Accuracy
 ET0416;SPC AZ C     -   367,060.      121,470.      MT  (+/- 180 meters Scaled)
 ET0416
 ET0416                          SUPERSEDED SURVEY CONTROL
 ET0416
 ET0416  NGVD 29 (??/??/92) 1020.242  (m)         3347.24   (f) ADJ UNCH    2 0
 ET0416
 ET0416.Superseded values are not recommended for survey control.
 ET0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0416.See file dsdata.txt to determine how the superseded data were derived.
 ET0416
 ET0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC237977(NAD 83)
 ET0416_MARKER: DB = BENCH MARK DISK
 ET0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0416_SP_SET: CONCRETE BASE
 ET0416_STAMPING: D 26 1933
 ET0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0416
 ET0416  HISTORY     - Date     Condition        Report By
 ET0416  HISTORY     - 1933     MONUMENTED       CGS
 ET0416  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0416
 ET0416                          STATION DESCRIPTION
 ET0416
 ET0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0416'0.6 MI S FROM DATE.
 ET0416'0.6 MILES SOUTH OF SIDING.  ON A.T. AND S.F. RIGHT OF WAY, AT DATE
 ET0416'WATER STATION, SOUTH BANK OF COTTONWOOD CREEK, 100 FEET WEST OF STEEL
 ET0416'WATER TOWER, ON TOP FACE OF CONCRETE BASE OF WATER COLUMN, 12 FEET
 ET0416'NORTHEAST OF RAILROAD CENTER-LINE.
 ET0416
 ET0416                          STATION RECOVERY (2008)
 ET0416
 ET0416'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0416'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0416'MARK. THE WATER TOWER HAS BEEN REMOVED, AND THERE IS NO CONCRETE
 ET0416'STRUCTURE ON THE EAST SIDE OF THE TRACKS IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0571 ***********************************************************************
 CY0571  DESIGNATION -  D 260
 CY0571  PID         -  CY0571
 CY0571  STATE/COUNTY-  AZ/GRAHAM
 CY0571  USGS QUAD   -  SAN JOSE (1985)
 CY0571
 CY0571                         *CURRENT SURVEY CONTROL
 CY0571  ___________________________________________________________________
 CY0571* NAD 83(1986)-  32 49 09.     (N)    109 35 18.     (W)     SCALED    
 CY0571* NAVD 88     -       923.223  (meters)    3028.94   (feet)  ADJUSTED  
 CY0571  ___________________________________________________________________
 CY0571  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY0571  DYNAMIC HT  -         921.940 (meters)    3024.73  (feet)  COMP
 CY0571  MODELED GRAV-     979,218.1   (mgal)                       NAVD 88
 CY0571
 CY0571  VERT ORDER  -  SECOND    CLASS 0
 CY0571
 CY0571.The horizontal coordinates were scaled from a topographic map and have
 CY0571.an estimated accuracy of +/- 6 seconds.
 CY0571
 CY0571.The orthometric height was determined by differential leveling
 CY0571.and adjusted in June 1991.
 CY0571
 CY0571.The geoid height was determined by GEOID03.
 CY0571
 CY0571.The dynamic height is computed by dividing the NAVD 88
 CY0571.geopotential number by the normal gravity value computed on the
 CY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0571.degrees latitude (g = 980.6199 gals.).
 CY0571
 CY0571.The modeled gravity was interpolated from observed gravity values.
 CY0571
 CY0571;                    North         East    Units  Estimated Accuracy
 CY0571;SPC AZ E     -   201,850.      267,510.      MT  (+/- 180 meters Scaled)
 CY0571
 CY0571                          SUPERSEDED SURVEY CONTROL
 CY0571
 CY0571  NGVD 29 (??/??/92)  922.636  (m)         3027.01   (f) ADJ UNCH    2 0
 CY0571
 CY0571.Superseded values are not recommended for survey control.
 CY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0571.See file dsdata.txt to determine how the superseded data were derived.
 CY0571
 CY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB321321(NAD 83)
 CY0571_MARKER: DB = BENCH MARK DISK
 CY0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0571_SP_SET: CULVERT
 CY0571_STAMPING: D 260 1945
 CY0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0571
 CY0571  HISTORY     - Date     Condition        Report By
 CY0571  HISTORY     - 1945     MONUMENTED       CGS
 CY0571
 CY0571                          STATION DESCRIPTION
 CY0571
 CY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0571'2.6 MI NE FROM SOLOMONSVILLE.
 CY0571'ALONG U.S. HIGHWAY 666, 2.6 MILES NORTHEAST OF SOLOMONSVILLE, 0.7 MILE
 CY0571'NORTHEAST OF JUNCTION OF U.S. HIGHWAYS 70 AND 666, A BRONZE BENCH MARK
 CY0571'DISK SET IN TOP OF SOUTHWEST END OF SOUTHEAST HEADWALL OF 24 INCH PIPE
 CY0571'CULVERT, SOUTHEAST ACROSS HIGHWAY FROM EAST CORNER OF CEMETERY AND 15
 CY0571'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0179 ***********************************************************************
 CG0179  DESIGNATION -  D 261
 CG0179  PID         -  CG0179
 CG0179  STATE/COUNTY-  AZ/COCHISE
 CG0179  USGS QUAD   -  NICKSVILLE (1983)
 CG0179
 CG0179                         *CURRENT SURVEY CONTROL
 CG0179  ___________________________________________________________________
 CG0179* NAD 83(1986)-  31 25 00.     (N)    110 07 50.     (W)     SCALED    
 CG0179* NAVD 88     -      1304.37   (+/-2cm)    4279.4    (feet)  VERTCON   
 CG0179  ___________________________________________________________________
 CG0179  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0179
 CG0179.The horizontal coordinates were scaled from a topographic map and have
 CG0179.an estimated accuracy of +/- 6 seconds.
 CG0179
 CG0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0179.The vertical order pertains to the NGVD 29 superseded value.
 CG0179
 CG0179.The geoid height was determined by GEOID03.
 CG0179
 CG0179;                    North         East    Units  Estimated Accuracy
 CG0179;SPC AZ E     -    46,190.      216,790.      MT  (+/- 180 meters Scaled)
 CG0179
 CG0179                          SUPERSEDED SURVEY CONTROL
 CG0179
 CG0179  NGVD 29 (??/??/92) 1303.508  (m)         4276.59   (f) ADJ UNCH    2 0
 CG0179
 CG0179.Superseded values are not recommended for survey control.
 CG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0179.See file dsdata.txt to determine how the superseded data were derived.
 CG0179
 CG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV826761(NAD 83)
 CG0179_MARKER: DB = BENCH MARK DISK
 CG0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0179_SP_SET: CONCRETE BASE
 CG0179_STAMPING: D 261 1945
 CG0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0179
 CG0179  HISTORY     - Date     Condition        Report By
 CG0179  HISTORY     - 1945     MONUMENTED       CGS
 CG0179  HISTORY     - 20010419 MARK NOT FOUND   NGS
 CG0179
 CG0179                          STATION DESCRIPTION
 CG0179
 CG0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0179'IN HEREFORD AAF.
 CG0179'AT HEREFORD ARMY AIR FIELD, COCHISE COUNTY, AT THE WATER TANK, IN THE
 CG0179'TOP OF THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE BASE, AND 3.2
 CG0179'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED D 261 1945.
 CG0179
 CG0179                          STATION RECOVERY (2001)
 CG0179
 CG0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1071 ***********************************************************************
 DV1071  DESIGNATION -  D 263
 DV1071  PID         -  DV1071
 DV1071  STATE/COUNTY-  AZ/MARICOPA
 DV1071  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1071
 DV1071                         *CURRENT SURVEY CONTROL
 DV1071  ___________________________________________________________________
 DV1071* NAD 83(1986)-  33 29 52.     (N)    113 01 19.     (W)     SCALED    
 DV1071* NAVD 88     -       378.215  (meters)    1240.86   (feet)  ADJUSTED  
 DV1071  ___________________________________________________________________
 DV1071  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1071  DYNAMIC HT  -         377.782 (meters)    1239.44  (feet)  COMP
 DV1071  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 DV1071
 DV1071  VERT ORDER  -  FIRST     CLASS II
 DV1071
 DV1071.The horizontal coordinates were scaled from a topographic map and have
 DV1071.an estimated accuracy of +/- 6 seconds.
 DV1071
 DV1071.The orthometric height was determined by differential leveling
 DV1071.and adjusted in June 1991.
 DV1071
 DV1071.The geoid height was determined by GEOID03.
 DV1071
 DV1071.The dynamic height is computed by dividing the NAVD 88
 DV1071.geopotential number by the normal gravity value computed on the
 DV1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1071.degrees latitude (g = 980.6199 gals.).
 DV1071
 DV1071.The modeled gravity was interpolated from observed gravity values.
 DV1071
 DV1071;                    North         East    Units  Estimated Accuracy
 DV1071;SPC AZ C     -   277,500.      110,660.      MT  (+/- 180 meters Scaled)
 DV1071
 DV1071                          SUPERSEDED SURVEY CONTROL
 DV1071
 DV1071  NGVD 29 (??/??/92)  377.560  (m)         1238.71   (f) ADJ UNCH    1 2
 DV1071
 DV1071.Superseded values are not recommended for survey control.
 DV1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1071.See file dsdata.txt to determine how the superseded data were derived.
 DV1071
 DV1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC121083(NAD 83)
 DV1071_MARKER: DB = BENCH MARK DISK
 DV1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1071_STAMPING: D 263 1947
 DV1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1071+STABILITY: SURFACE MOTION
 DV1071
 DV1071  HISTORY     - Date     Condition        Report By
 DV1071  HISTORY     - 1947     MONUMENTED       CGS
 DV1071  HISTORY     - 1967     GOOD             NGS
 DV1071  HISTORY     - 1981     GOOD             NGS
 DV1071
 DV1071                          STATION DESCRIPTION
 DV1071
 DV1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1071'4.6 MI W FROM TONOPAH.
 DV1071'ABOUT 4.6 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1071'TONOPAH, IN SECTION 19, T 2 N, R 7 W, 0.3 MILE SOUTHEAST OF A CATTLE
 DV1071'GUARD IN THE ROAD, 77 FEET SOUTHEAST OF THE CENTER OF A JUNCTION OF
 DV1071'THE ROAD AND A DIM TRAIL ROAD, 41 FEET NORTHEAST OF THE CENTER LINE OF
 DV1071'THE ROAD, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DV1071'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV1071'WHICH PROJECTS 2 INCHES.
 DV1071
 DV1071                          STATION RECOVERY (1981)
 DV1071
 DV1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0726 ***********************************************************************
 DV0726  DESIGNATION -  D 264
 DV0726  PID         -  DV0726
 DV0726  STATE/COUNTY-  AZ/MARICOPA
 DV0726  USGS QUAD   -  BUCKEYE NW (1982)
 DV0726
 DV0726                         *CURRENT SURVEY CONTROL
 DV0726  ___________________________________________________________________
 DV0726* NAD 83(1986)-  33 25 41.     (N)    112 40 39.     (W)     SCALED    
 DV0726* NAVD 88     -       315.22   (+/-2cm)    1034.2    (feet)  VERTCON   
 DV0726  ___________________________________________________________________
 DV0726  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV0726  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0726
 DV0726.The horizontal coordinates were scaled from a topographic map and have
 DV0726.an estimated accuracy of +/- 6 seconds.
 DV0726
 DV0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0726.The vertical order pertains to the NGVD 29 superseded value.
 DV0726
 DV0726.The geoid height was determined by GEOID03.
 DV0726
 DV0726;                    North         East    Units  Estimated Accuracy
 DV0726;SPC AZ C     -   269,480.      142,610.      MT  (+/- 180 meters Scaled)
 DV0726
 DV0726                          SUPERSEDED SURVEY CONTROL
 DV0726
 DV0726  NGVD 29 (??/??/92)  314.575  (m)         1032.07   (f) ADJ UNCH    1 2
 DV0726
 DV0726.Superseded values are not recommended for survey control.
 DV0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0726.See file dsdata.txt to determine how the superseded data were derived.
 DV0726
 DV0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440000(NAD 83)
 DV0726_MARKER: DB = BENCH MARK DISK
 DV0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0726_STAMPING: D 264 1947
 DV0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0726+STABILITY: SURFACE MOTION
 DV0726
 DV0726  HISTORY     - Date     Condition        Report By
 DV0726  HISTORY     - 1947     MONUMENTED       CGS
 DV0726  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0726  HISTORY     - 20080124 MARK NOT FOUND   GEOCAC
 DV0726
 DV0726                          STATION DESCRIPTION
 DV0726
 DV0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0726'12.0 MI NW FROM BUCKEYE.
 DV0726'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0726'BUCKEYE, THENCE 3.8 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD,
 DV0726'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 2.4 MILES SOUTH
 DV0726'ALONG A DIRT ROAD LEADING TO LUKE NO. 5 AIRPORT, AT THE NORTHEAST
 DV0726'CORNER OF THE AIRPORT, 51.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DV0726'1.2 FEET EAST OF THE NORTHEAST CORNER WOODEN FENCE POST OF THE
 DV0726'AIRPORT, 1.0 FOOT EAST OF THE NORTH-SOUTH BOUNDARY FENCE, 0.6 FOOT
 DV0726'SOUTH OF THE PROLONGATION OF THE EAST-WEST BOUNDARY FENCE, 2.2 FEET
 DV0726'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 DV0726'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0726
 DV0726                          STATION RECOVERY (1981)
 DV0726
 DV0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0726'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
 DV0726
 DV0726                          STATION RECOVERY (2008)
 DV0726
 DV0726'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0726'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0726'MARK. A NEW ENTRANCE ROAD HAS BEEN GRADED AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0090 ***********************************************************************
 DV0090  DESIGNATION -  D 266
 DV0090  PID         -  DV0090
 DV0090  STATE/COUNTY-  AZ/MARICOPA
 DV0090  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0090
 DV0090                         *CURRENT SURVEY CONTROL
 DV0090  ___________________________________________________________________
 DV0090* NAD 83(1986)-  33 41 55.     (N)    112 24 49.     (W)     SCALED    
 DV0090* NAVD 88     -       417.38   (+/-2cm)    1369.4    (feet)  VERTCON   
 DV0090  ___________________________________________________________________
 DV0090  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0090  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0090
 DV0090.The horizontal coordinates were scaled from a topographic map and have
 DV0090.an estimated accuracy of +/- 6 seconds.
 DV0090
 DV0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0090.The vertical order pertains to the NGVD 29 superseded value.
 DV0090
 DV0090.The geoid height was determined by GEOID03.
 DV0090
 DV0090;                    North         East    Units  Estimated Accuracy
 DV0090;SPC AZ C     -   299,340.      167,290.      MT  (+/- 180 meters Scaled)
 DV0090
 DV0090                          SUPERSEDED SURVEY CONTROL
 DV0090
 DV0090  NGVD 29 (??/??/92)  416.832  (m)         1367.56   (f) ADJ UNCH    1 2
 DV0090
 DV0090.Superseded values are not recommended for survey control.
 DV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0090.See file dsdata.txt to determine how the superseded data were derived.
 DV0090
 DV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC689296(NAD 83)
 DV0090_MARKER: DB = BENCH MARK DISK
 DV0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0090_STAMPING: D 266 1948
 DV0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0090+STABILITY: SURFACE MOTION
 DV0090
 DV0090  HISTORY     - Date     Condition        Report By
 DV0090  HISTORY     - 1948     MONUMENTED       CGS
 DV0090
 DV0090                          STATION DESCRIPTION
 DV0090
 DV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0090'2.8 MI NW FROM BEARDSLEY.
 DV0090'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0090'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.8 MILE NORTH ALONG A
 DV0090'GRAVEL ROAD, AT LUKE FIELD NO. 2, ABOUT 0.3 MILE WEST OF THE MAIN
 DV0090'ENTRANCE TO THE AIRPORT, IN LINE WITH THE CENTER OF THE PROLONGATION
 DV0090'OF AN EAST-WEST RUNWAY, 44.8 FEET SOUTH OF THE CENTER LINE OF THE
 DV0090'ROAD, 43.9 FEET EAST OF THE EAST EDGE OF AN EAST-WEST RUNWAY, 2.2 FEET
 DV0090'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 DV0090'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0048 ***********************************************************************
 DV0048  DESIGNATION -  D 267
 DV0048  PID         -  DV0048
 DV0048  STATE/COUNTY-  AZ/MARICOPA
 DV0048  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0048
 DV0048                         *CURRENT SURVEY CONTROL
 DV0048  ___________________________________________________________________
 DV0048* NAD 83(1986)-  33 38 20.     (N)    112 09 06.     (W)     SCALED    
 DV0048* NAVD 88     -       393.20   (+/-2cm)    1290.0    (feet)  VERTCON   
 DV0048  ___________________________________________________________________
 DV0048  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0048  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0048
 DV0048.The horizontal coordinates were scaled from a topographic map and have
 DV0048.an estimated accuracy of +/- 6 seconds.
 DV0048
 DV0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0048.The vertical order pertains to the NGVD 29 superseded value.
 DV0048
 DV0048.The geoid height was determined by GEOID03.
 DV0048
 DV0048;                    North         East    Units  Estimated Accuracy
 DV0048;SPC AZ C     -   292,630.      191,560.      MT  (+/- 180 meters Scaled)
 DV0048
 DV0048                          SUPERSEDED SURVEY CONTROL
 DV0048
 DV0048  NGVD 29 (??/??/92)  392.64   (m)         1288.2    (f) COMPUTED    1 2
 DV0048
 DV0048.Superseded values are not recommended for survey control.
 DV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0048.See file dsdata.txt to determine how the superseded data were derived.
 DV0048
 DV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931227(NAD 83)
 DV0048_MARKER: DB = BENCH MARK DISK
 DV0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0048_STAMPING: D 267 1948
 DV0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0048+STABILITY: SURFACE MOTION
 DV0048
 DV0048  HISTORY     - Date     Condition        Report By
 DV0048  HISTORY     - 1948     MONUMENTED       CGS
 DV0048  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0048
 DV0048                          STATION DESCRIPTION
 DV0048
 DV0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0048'8.8 MI NE FROM GLENDALE.
 DV0048'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0048'GLENDALE, THENCE 7.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD.  AT
 DV0048'A ROAD CROSSING, 60.3 FEET EAST OF THE CENTER LINE OF THE OLD BLACK
 DV0048'CANYON ROAD, 32.5 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 DV0048'1.2 FEET SOUTH OF A WIRE FENCE, 2.4 FEET WEST OF A WHITE WOODEN
 DV0048'WITNESS POST, ABOUT LEVEL WITH THE ROADS, SET IN THE TOP OF A CONCRETE
 DV0048'POST PROJECTING 3 INCHES.
 DV0048
 DV0048                          STATION RECOVERY (1967)
 DV0048
 DV0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0022 ***********************************************************************
 DV0022  DESIGNATION -  D 268 RESET
 DV0022  PID         -  DV0022
 DV0022  STATE/COUNTY-  AZ/MARICOPA
 DV0022  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0022
 DV0022                         *CURRENT SURVEY CONTROL
 DV0022  ___________________________________________________________________
 DV0022* NAD 83(1986)-  33 35 08.     (N)    112 02 56.     (W)     SCALED    
 DV0022* NAVD 88     -       414.45   (+/-2cm)    1359.7    (feet)  VERTCON   
 DV0022  ___________________________________________________________________
 DV0022  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV0022  VERT ORDER  -  THIRD (See Below)
 DV0022
 DV0022.The horizontal coordinates were scaled from a topographic map and have
 DV0022.an estimated accuracy of +/- 6 seconds.
 DV0022
 DV0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0022.The vertical order pertains to the NGVD 29 superseded value.
 DV0022
 DV0022.The geoid height was determined by GEOID03.
 DV0022
 DV0022;                    North         East    Units  Estimated Accuracy
 DV0022;SPC AZ C     -   286,700.      201,090.      MT  (+/- 180 meters Scaled)
 DV0022
 DV0022                          SUPERSEDED SURVEY CONTROL
 DV0022
 DV0022  NGVD 29 (??/??/??)  413.89   (m)         1357.9    (f) RESET       3  
 DV0022
 DV0022.Superseded values are not recommended for survey control.
 DV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0022.See file dsdata.txt to determine how the superseded data were derived.
 DV0022
 DV0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026166(NAD 83)
 DV0022_MARKER: DB = BENCH MARK DISK
 DV0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0022_STAMPING: D 268 1948 RESET 1963
 DV0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0022+STABILITY: SURFACE MOTION
 DV0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0022+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DV0022
 DV0022  HISTORY     - Date     Condition        Report By
 DV0022  HISTORY     - 1963     MONUMENTED       CGS
 DV0022  HISTORY     - 20060115 GOOD             USPSQD
 DV0022
 DV0022                          STATION DESCRIPTION
 DV0022
 DV0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0022'1.0 MI S FROM CACTUS.
 DV0022'ABOUT 1.0 MILE SOUTH ALONG THE CAVE CREEK ROAD FROM THE POST OFFICE AT
 DV0022'CACTUS, AT A POINT WHERE A POWER LINE CROSSES OVER THE CAVE CREEK
 DV0022'ROAD, 74 FEET EAST OF THE CENTER OF CAVE CREEK ROAD, 3.5 FEET
 DV0022'SOUTHWEST OF A FENCE CORNER, 4 FEET NORTH OF THE NORTH SIDE OF THE
 DV0022'CONCRETE BLOCK FOUNDATION OF A NEW BUILDING UNDER CONSTRUCTION, ABOUT
 DV0022'4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0022'PROJECTING 2 INCHES.
 DV0022
 DV0022                          STATION RECOVERY (2006)
 DV0022
 DV0022'RECOVERY NOTE BY US POWER SQUADRON 2006 (JKP)
 DV0022'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0023 ***********************************************************************
 DV0023  DESIGNATION -  D 268 RESET
 DV0023  PID         -  DV0023
 DV0023  STATE/COUNTY-  AZ/MARICOPA
 DV0023  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0023
 DV0023                         *CURRENT SURVEY CONTROL
 DV0023  ___________________________________________________________________
 DV0023* NAD 83(1986)-  33 35 08.     (N)    112 02 56.     (W)     SCALED    
 DV0023* NAVD 88     -       414.10   (+/-2cm)    1358.6    (feet)  VERTCON   
 DV0023  ___________________________________________________________________
 DV0023  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV0023  VERT ORDER  -  THIRD (See Below)
 DV0023
 DV0023.The horizontal coordinates were scaled from a topographic map and have
 DV0023.an estimated accuracy of +/- 6 seconds.
 DV0023
 DV0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0023.The vertical order pertains to the NGVD 29 superseded value.
 DV0023
 DV0023.The geoid height was determined by GEOID03.
 DV0023
 DV0023;                    North         East    Units  Estimated Accuracy
 DV0023;SPC AZ C     -   286,700.      201,090.      MT  (+/- 180 meters Scaled)
 DV0023
 DV0023                          SUPERSEDED SURVEY CONTROL
 DV0023
 DV0023  NGVD 29 (03/28/06)  413.53   (m)         1356.7    (f) RESET       3  
 DV0023
 DV0023.Superseded values are not recommended for survey control.
 DV0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0023.See file dsdata.txt to determine how the superseded data were derived.
 DV0023
 DV0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026166(NAD 83)
 DV0023_MARKER: DB = BENCH MARK DISK
 DV0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0023_STAMPING: D 268 RESET 1975
 DV0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0023+STABILITY: SURFACE MOTION
 DV0023
 DV0023  HISTORY     - Date     Condition        Report By
 DV0023  HISTORY     - 1975     MONUMENTED       NGS
 DV0023
 DV0023                          STATION DESCRIPTION
 DV0023
 DV0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DV0023'IN PHOENIX.
 DV0023'1.0 MILE SOUTH ALONG CAVE CREEK ROAD FROM ITS JUNCTION WITH CACTUS
 DV0023'ROAD IN NORTHEAST PHOENIX OR 1.25 MILES NORTH ALONG CAVE CREEK ROAD
 DV0023'FROM 10TH STREET.  AT EL DONCO LAUNGE AND THOMAS APARTMENTS.  SET IN
 DV0023'TOP OF A 12 INCH CONCRETE MONUMENT 1 FOOT WEST OF APARTMENT NO. 1. 60
 DV0023'FEET EAST OF THE CENTER LINE OF CAVE CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0660 ***********************************************************************
 DU0660  DESIGNATION -  D 269
 DU0660  PID         -  DU0660
 DU0660  STATE/COUNTY-  AZ/MARICOPA
 DU0660  USGS QUAD   -  BUCKHORN (1982)
 DU0660
 DU0660                         *CURRENT SURVEY CONTROL
 DU0660  ___________________________________________________________________
 DU0660* NAD 83(1986)-  33 29 21.     (N)    111 41 01.     (W)     SCALED    
 DU0660* NAVD 88     -       480.183  (meters)    1575.40   (feet)  READJUSTED
 DU0660  ___________________________________________________________________
 DU0660  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0660  DYNAMIC HT  -         479.610 (meters)    1573.52  (feet)  COMP
 DU0660  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 DU0660  OBS GRAVITY -     979,431.1   (mgal)                       GRAV_OBS
 DU0660
 DU0660  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0660
 DU0660.The horizontal coordinates were scaled from a topographic map and have
 DU0660.an estimated accuracy of +/- 6 seconds.
 DU0660
 DU0660.The orthometric height was determined by differential leveling
 DU0660.and adjusted in April 1999.
 DU0660.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0660.distribution rate of 0.0 thru 1.0 mm/km.
 DU0660.The height was derived from older observations constrained to new
 DU0660.heights in a crustal motion area.  The height is approximate in
 DU0660.relation to other heights in its vicinity.
 DU0660
 DU0660.The geoid height was determined by GEOID03.
 DU0660
 DU0660.The dynamic height is computed by dividing the NAVD 88
 DU0660.geopotential number by the normal gravity value computed on the
 DU0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0660.degrees latitude (g = 980.6199 gals.).
 DU0660
 DU0660.The modeled gravity was interpolated from observed gravity values.
 DU0660.The observed gravity was obtained from relative gravimeter ties
 DU0660.to the IGSN71 gravity network.
 DU0660
 DU0660;                    North         East    Units  Estimated Accuracy
 DU0660;SPC AZ C     -   276,020.      235,020.      MT  (+/- 180 meters Scaled)
 DU0660
 DU0660                          SUPERSEDED SURVEY CONTROL
 DU0660
 DU0660  NAVD 88 (06/15/91)  480.192  (m)         1575.43   (f) UNKNOWN     1 1
 DU0660  NGVD 29 (??/??/92)  479.613  (m)         1573.53   (f) ADJ UNCH    1 1
 DU0660
 DU0660.Superseded values are not recommended for survey control.
 DU0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0660.See file dsdata.txt to determine how the superseded data were derived.
 DU0660
 DU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364057(NAD 83)
 DU0660_MARKER: DB = BENCH MARK DISK
 DU0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0660_STAMPING: D 269 1948
 DU0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0660+STABILITY: SURFACE MOTION
 DU0660
 DU0660  HISTORY     - Date     Condition        Report By
 DU0660  HISTORY     - 1948     MONUMENTED       CGS
 DU0660  HISTORY     - 1967     GOOD             NGS
 DU0660  HISTORY     - 1969     GOOD             NGS
 DU0660  HISTORY     - 1975     GOOD             NGS
 DU0660  HISTORY     - 1980     GOOD             NGS
 DU0660  HISTORY     - 20061228 MARK NOT FOUND   GEOCAC
 DU0660
 DU0660                          STATION DESCRIPTION
 DU0660
 DU0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0660'6.1 MI N FROM BUCKHORN.
 DU0660'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0660'POST OFFICE AT BUCKHORN, THENCE 5.1 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0660'S 30, T 2 N, R 7 E, 0.6 MILE NORTH OF THE JUNCTION OF THE HIGHWAY AND
 DU0660'THE ROAD WHICH LEADS TO RED MOUNTAIN RANCH, 0.1 MILE NORTH OF A METAL
 DU0660'GATE IN THE EAST RIGHT-OF-WAY FENCE, 45 FEET EAST OF THE CENTER LINE
 DU0660'OF THE HIGHWAY, 53 FEET NORTH OF THE CENTER LINE OF A WASH, 6 1/2 FEET
 DU0660'WEST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 DU0660'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DU0660'ABOUT LEVEL WITH THE GROUND.
 DU0660
 DU0660                          STATION RECOVERY (1969)
 DU0660
 DU0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DU0660'RECOVERED IN GOOD CONDITION.
 DU0660
 DU0660                          STATION RECOVERY (1975)
 DU0660
 DU0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0660'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0660'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 5.1
 DU0660'MILES, 0.6 MILE NORTH OF THE JUNCTION OF THE HIGHWAY AND THE ROAD
 DU0660'WHICH LEADS TO RED MOUNTAIN RANCH, 0.1 MILE NORTH OF A METAL GATE IN
 DU0660'THE EAST RIGHT-OF-WAY FENCE, 45 FEET EAST OF THE CENTERLINE OF THE
 DU0660'HIGHWAY, 53 FEET NORTH OF THE CENTERLINE OF A WASH, 6 1/2 FEET WEST OF
 DU0660'THE RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 DU0660'3 FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A
 DU0660'CONCRETE POST ABOUT LEVEL WITH THE GROUND.  1/4, SEC 30, T 2N, R7E.
 DU0660
 DU0660                          STATION RECOVERY (1980)
 DU0660
 DU0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0660'RECOVERED IN GOOD CONDITION.
 DU0660
 DU0660                          STATION RECOVERY (2006)
 DU0660
 DU0660'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0660'DID NOT FIND THE MARK. THE ROAD WAS WIDENED AND DIVIDED IN THE AREA,
 DU0660'THE RIGHT-OF-WAY FENCE IS NOW ABOUT 200 FEET EAST OF THE CENTERLINE OF
 DU0660'POWER ROAD, THE WITNESS POST WAS NOT FOUND AND THE WASH WAS NOT FOUND.
 DU0660' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0466 ***********************************************************************
 ET0466  DESIGNATION -  D 27
 ET0466  PID         -  ET0466
 ET0466  STATE/COUNTY-  AZ/YAVAPAI
 ET0466  USGS QUAD   -  IRON SPRINGS (1979)
 ET0466
 ET0466                         *CURRENT SURVEY CONTROL
 ET0466  ___________________________________________________________________
 ET0466* NAD 83(1986)-  34 34 05.     (N)    112 32 59.     (W)     SCALED    
 ET0466* NAVD 88     -      1768.304  (meters)    5801.51   (feet)  POSTED    
 ET0466  ___________________________________________________________________
 ET0466  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0466  DYNAMIC HT  -        1765.860 (meters)    5793.49  (feet)  COMP
 ET0466  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 ET0466
 ET0466  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0466
 ET0466.The horizontal coordinates were scaled from a topographic map and have
 ET0466.an estimated accuracy of +/- 6 seconds.
 ET0466
 ET0466.The orthometric height was determined by differential leveling
 ET0466.and adjusted in November 2005.
 ET0466.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0466.rate of 1.1 thru 2.0 mm/km.
 ET0466
 ET0466.The geoid height was determined by GEOID03.
 ET0466
 ET0466.The dynamic height is computed by dividing the NAVD 88
 ET0466.geopotential number by the normal gravity value computed on the
 ET0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0466.degrees latitude (g = 980.6199 gals.).
 ET0466
 ET0466.The modeled gravity was interpolated from observed gravity values.
 ET0466
 ET0466;                    North         East    Units  Estimated Accuracy
 ET0466;SPC AZ C     -   395,840.      155,270.      MT  (+/- 180 meters Scaled)
 ET0466
 ET0466                          SUPERSEDED SURVEY CONTROL
 ET0466
 ET0466  NGVD 29 (??/??/92) 1767.421  (m)         5798.61   (f) ADJ UNCH    1 2
 ET0466
 ET0466.Superseded values are not recommended for survey control.
 ET0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0466.See file dsdata.txt to determine how the superseded data were derived.
 ET0466
 ET0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD578262(NAD 83)
 ET0466_MARKER: DB = BENCH MARK DISK
 ET0466_SETTING: 80 = SET IN A BOULDER
 ET0466_SP_SET: BOULDER
 ET0466_STAMPING: D 27 1933
 ET0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0466+STABILITY: SURFACE MOTION
 ET0466
 ET0466  HISTORY     - Date     Condition        Report By
 ET0466  HISTORY     - 1933     MONUMENTED       CGS
 ET0466  HISTORY     - 1974     GOOD             USGS
 ET0466  HISTORY     - 19970628 GOOD             USPSQD
 ET0466
 ET0466                          STATION DESCRIPTION
 ET0466
 ET0466'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0466'3.8 MI SE FROM IRON SPRINGS.
 ET0466'3.8 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0466'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, ON THE OUTSIDE OF THE
 ET0466'CENTER OF A CURVE, DIRECTLY ACROSS THE GRADE FROM A FORMER MOTOR
 ET0466'SCOOTER PLATFORM, IN TOP OF A GRANITE BOULDER, 30 FEET SOUTHWEST OF
 ET0466'R.R. GRADE AND 4.1 FT. HIGHER
 ET0466
 ET0466                          STATION RECOVERY (1997)
 ET0466
 ET0466'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0430 ***********************************************************************
 DU0430  DESIGNATION -  D 270
 DU0430  PID         -  DU0430
 DU0430  STATE/COUNTY-  AZ/MARICOPA
 DU0430  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0430
 DU0430                         *CURRENT SURVEY CONTROL
 DU0430  ___________________________________________________________________
 DU0430* NAD 83(1986)-  33 31 45.     (N)    111 22 12.     (W)     SCALED    
 DU0430* NAVD 88     -       627.08   (+/-2cm)    2057.3    (feet)  VERTCON   
 DU0430  ___________________________________________________________________
 DU0430  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DU0430  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0430
 DU0430.The horizontal coordinates were scaled from a topographic map and have
 DU0430.an estimated accuracy of +/- 6 seconds.
 DU0430
 DU0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0430.The vertical order pertains to the NGVD 29 superseded value.
 DU0430
 DU0430.The geoid height was determined by GEOID03.
 DU0430
 DU0430;                    North         East    Units  Estimated Accuracy
 DU0430;SPC AZ C     -   280,570.      264,140.      MT  (+/- 180 meters Scaled)
 DU0430
 DU0430                          SUPERSEDED SURVEY CONTROL
 DU0430
 DU0430  NGVD 29 (??/??/92)  626.451  (m)         2055.28   (f) ADJ UNCH    1 2
 DU0430
 DU0430.Superseded values are not recommended for survey control.
 DU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0430.See file dsdata.txt to determine how the superseded data were derived.
 DU0430
 DU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC656100(NAD 83)
 DU0430_MARKER: DB = BENCH MARK DISK
 DU0430_SETTING: 80 = SET IN A BOULDER
 DU0430_SP_SET: BOULDER
 DU0430_STAMPING: D 270 1948
 DU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0430+STABILITY: SURFACE MOTION
 DU0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0430+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0430
 DU0430  HISTORY     - Date     Condition        Report By
 DU0430  HISTORY     - 1948     MONUMENTED       CGS
 DU0430  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0430  HISTORY     - 20081008 GOOD             GEOCAC
 DU0430
 DU0430                          STATION DESCRIPTION
 DU0430
 DU0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0430'1.9 MI NE FROM TORTILLA FLAT.
 DU0430'1.9 MILE NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0430'TORTILLA FLAT, 0.4 MILE EAST OF BRIDGE OVER ASH CREEK, 51.8 FEET SOUTH
 DU0430'OF THE CENTER LINE OF THE HIGHWAY, 35.3 FEET SOUTH OF THE NORTH END OF
 DU0430'A STEEL CULVERT, ABOUT 2.0 FEET ABOVE ROAD LEVEL, SET IN LARGE BOULDER
 DU0430'IN DRY WASH AT SHARP CURVE AND ABOUT 3.5 FEET ABOVE THE GROUND.
 DU0430
 DU0430                          STATION RECOVERY (1980)
 DU0430
 DU0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0430'NOT RECOVERED. NOTE-MARK NOT SEARCHED FOR DUE TO IT BEING ON THE
 DU0430'OTHER SIDE OF A DEEP GULCH, NOT LEVELED TO THIS SURVEY DUE TO ITS
 DU0430'INACCESSIBILITY.
 DU0430
 DU0430                          STATION RECOVERY (2008)
 DU0430
 DU0430'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0430'RECOVERED IN GOOD CONDITION.  THE 1948 DESCRIPTION APPARENTLY REFERS
 DU0430'TO THE OLD ROUTE OF
 DU0430'HIGHWAY 88 WHICH IS STILL SHOWN ON TOPOGRAPHICAL MAP AS A JEEP TRAIL.
 DU0430'THE ROADBED AND
 DU0430'FEATURES IN THAT DESCRIPTION ARE STILL PRESENT.  THE MARK IS
 DU0430'APPROXIMATELY .3 MILES SOUTH OF THE
 DU0430'CURRENT LOCATION OF HIGHWAY 88.   HANDHELD GPSR INDICATED COORDINATES
 DU0430'OF N 33 31.754' W 111
 DU0430'22.219'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0433 ***********************************************************************
 DV0433  DESIGNATION -  D 271
 DV0433  PID         -  DV0433
 DV0433  STATE/COUNTY-  AZ/MARICOPA
 DV0433  USGS QUAD   -  PHOENIX (1982)
 DV0433
 DV0433                         *CURRENT SURVEY CONTROL
 DV0433  ___________________________________________________________________
 DV0433* NAD 83(1986)-  33 26 02.     (N)    112 04 27.     (W)     SCALED    
 DV0433* NAVD 88     -       329.08   (+/-2cm)    1079.7    (feet)  VERTCON   
 DV0433  ___________________________________________________________________
 DV0433  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0433
 DV0433.The horizontal coordinates were scaled from a topographic map and have
 DV0433.an estimated accuracy of +/- 6 seconds.
 DV0433
 DV0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0433.The vertical order pertains to the NGVD 29 superseded value.
 DV0433
 DV0433.The geoid height was determined by GEOID03.
 DV0433
 DV0433;                    North         East    Units  Estimated Accuracy
 DV0433;SPC AZ C     -   269,880.      198,720.      MT  (+/- 180 meters Scaled)
 DV0433
 DV0433                          SUPERSEDED SURVEY CONTROL
 DV0433
 DV0433  NGVD 29 (??/??/92)  328.424  (m)         1077.50   (f) ADJ UNCH    2 0
 DV0433
 DV0433.Superseded values are not recommended for survey control.
 DV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0433.See file dsdata.txt to determine how the superseded data were derived.
 DV0433
 DV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001999(NAD 83)
 DV0433_MARKER: DB = BENCH MARK DISK
 DV0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0433_SP_SET: STEP
 DV0433_STAMPING: D 271 1948
 DV0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0433
 DV0433  HISTORY     - Date     Condition        Report By
 DV0433  HISTORY     - 1948     MONUMENTED       CGS
 DV0433  HISTORY     - 1962     GOOD             NGS
 DV0433  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0433  HISTORY     - 20070718 MARK NOT FOUND   GEOCAC
 DV0433
 DV0433                          STATION DESCRIPTION
 DV0433
 DV0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0433'1.0 MI S FROM PHOENIX.
 DV0433'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0433'STATION AT PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH CENTRAL AVENUE,
 DV0433'48.1 FEET WEST OF THE CENTER OF SOUTH CENTRAL AVENUE, 14.4 FEET SOUTH
 DV0433'OF THE CENTER OF THE DRIVEWAY TO THE LUMBER YARD, 0.5 FOOT EAST OF THE
 DV0433'EAST SIDE OF THE BUILDING, SET IN TOP OF THE MIDDLE STEP AT THE
 DV0433'NORTHWEST CORNER OF THE CONCRETE PORCH OF THE FARMERS LUMBER AND
 DV0433'SUPPLY CO., AT 1402 SOUTH CENTRAL AVENUE.
 DV0433
 DV0433                          STATION RECOVERY (1992)
 DV0433
 DV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0433'THERE IS A NEW BUILDING AT THE DESCRIBED LOCATION.
 DV0433
 DV0433                          STATION RECOVERY (2007)
 DV0433
 DV0433'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0433'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0433'MARK.
 DV0433'THE BUILDING AT THE DESCRIBED LOCATION IS NOT A LUMBERYARD, AND THERE
 DV0433'ARE NO STEPS OR PORCH ON THE EAST SIDE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0390 ***********************************************************************
 DV0390  DESIGNATION -  D 272
 DV0390  PID         -  DV0390
 DV0390  STATE/COUNTY-  AZ/MARICOPA
 DV0390  USGS QUAD   -  LAVEEN (1973)
 DV0390
 DV0390                         *CURRENT SURVEY CONTROL
 DV0390  ___________________________________________________________________
 DV0390* NAD 83(1986)-  33 17 54.     (N)    112 10 08.     (W)     SCALED    
 DV0390* NAVD 88     -       321.67   (+/-2cm)    1055.3    (feet)  VERTCON   
 DV0390  ___________________________________________________________________
 DV0390  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0390
 DV0390.The horizontal coordinates were scaled from a topographic map and have
 DV0390.an estimated accuracy of +/- 6 seconds.
 DV0390
 DV0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0390.The vertical order pertains to the NGVD 29 superseded value.
 DV0390
 DV0390.The geoid height was determined by GEOID03.
 DV0390
 DV0390;                    North         East    Units  Estimated Accuracy
 DV0390;SPC AZ C     -   254,860.      189,870.      MT  (+/- 180 meters Scaled)
 DV0390
 DV0390                          SUPERSEDED SURVEY CONTROL
 DV0390
 DV0390  NGVD 29 (??/??/92)  321.065  (m)         1053.36   (f) ADJ UNCH    2 0
 DV0390
 DV0390.Superseded values are not recommended for survey control.
 DV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0390.See file dsdata.txt to determine how the superseded data were derived.
 DV0390
 DV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911849(NAD 83)
 DV0390_MARKER: DB = BENCH MARK DISK
 DV0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0390_STAMPING: D 272 1948
 DV0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0390+STABILITY: SURFACE MOTION
 DV0390
 DV0390  HISTORY     - Date     Condition        Report By
 DV0390  HISTORY     - 1948     MONUMENTED       CGS
 DV0390  HISTORY     - 1959     GOOD             NGS
 DV0390  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0390
 DV0390                          STATION DESCRIPTION
 DV0390
 DV0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0390'1.6 MI N FROM KOMATKE.
 DV0390'1.6 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 48.6 FEET EAST OF THE
 DV0390'CENTER LINE OF LATERAL 17, 6.4 FEET SOUTH OF A LARGE TREE, 1.0 FOOT
 DV0390'BELOW THE LEVEL OF THE ROAD, 4.5 FEET NORTH OF A WHITE WOODEN WITNESS
 DV0390'POST, SET IN LINE WITH A ROW OF TREES AND IN THE TOP OF A CONCRETE
 DV0390'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0390
 DV0390                          STATION RECOVERY (1959)
 DV0390
 DV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0390'RECOVERED IN GOOD CONDITION.
 DV0390
 DV0390                          STATION RECOVERY (1994)
 DV0390
 DV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0849 ***********************************************************************
 DU0849  DESIGNATION -  D 273
 DU0849  PID         -  DU0849
 DU0849  STATE/COUNTY-  AZ/MARICOPA
 DU0849  USGS QUAD   -  TEMPE (1982)
 DU0849
 DU0849                         *CURRENT SURVEY CONTROL
 DU0849  ___________________________________________________________________
 DU0849* NAD 83(1986)-  33 22 41.     (N)    111 56 42.     (W)     SCALED    
 DU0849* NAVD 88     -       361.96   (+/-2cm)    1187.5    (feet)  VERTCON   
 DU0849  ___________________________________________________________________
 DU0849  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0849
 DU0849.The horizontal coordinates were scaled from a topographic map and have
 DU0849.an estimated accuracy of +/- 6 seconds.
 DU0849
 DU0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0849.The vertical order pertains to the NGVD 29 superseded value.
 DU0849
 DU0849.The geoid height was determined by GEOID03.
 DU0849
 DU0849;                    North         East    Units  Estimated Accuracy
 DU0849;SPC AZ C     -   263,680.      210,720.      MT  (+/- 180 meters Scaled)
 DU0849
 DU0849                          SUPERSEDED SURVEY CONTROL
 DU0849
 DU0849  NGVD 29 (??/??/92)  361.354  (m)         1185.54   (f) ADJ UNCH    2 0
 DU0849
 DU0849.Superseded values are not recommended for survey control.
 DU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0849.See file dsdata.txt to determine how the superseded data were derived.
 DU0849
 DU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB120935(NAD 83)
 DU0849_MARKER: DB = BENCH MARK DISK
 DU0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0849_SP_SET: BRIDGE
 DU0849_STAMPING: D 273 1948
 DU0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0849
 DU0849  HISTORY     - Date     Condition        Report By
 DU0849  HISTORY     - 1948     MONUMENTED       CGS
 DU0849  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 DU0849  HISTORY     - 20060923 MARK NOT FOUND   GEOCAC
 DU0849  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DU0849
 DU0849                          STATION DESCRIPTION
 DU0849
 DU0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0849'IN PETERSON.
 DU0849'AT PETERSON, 49.5 FEET NORTHEAST OF AN ADOBE GARAGE, 19.9 FEET WEST OF
 DU0849'THE CENTER LINE OF A IRRIGATION DITCH, 15.7 FEET SOUTH OF THE CENTER
 DU0849'LINE OF THE BASELINE ROAD, 3.5 FEET ABOVE THE LEVEL OF THE ROAD, SET
 DU0849'IN THE WEST WINGWALL OF THE SOUTH RAIL OF A CONCRETE BRIDGE OVER A
 DU0849'LARGE IRRIGATION DITCH.
 DU0849
 DU0849                          STATION RECOVERY (2004)
 DU0849
 DU0849'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0849'THE GEODEC MARK HAS BEEN REPLACED WITH A SRP CAP. THE CAP LOOKS THE
 DU0849'SAME AS THE OLD ONE.
 DU0849
 DU0849                          STATION RECOVERY (2006)
 DU0849
 DU0849'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DU0849'THE ROAD HAS BEEN WIDENED AND THE BRIDGE REPLACED. A SALT RIVER
 DU0849'PROJECT SURVEY DISK IS IN THE SOUTHWEST WINGWALL OF THE NEW BRIDGE.
 DU0849
 DU0849                          STATION RECOVERY (2007)
 DU0849
 DU0849'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0849'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0849'MARK.
 DU0849'THE BRIDGE HAS BEEN WIDENED, AND THE WINGWALL AS WELL AS THE MARK WERE
 DU0849'REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0328 ***********************************************************************
 DV0328  DESIGNATION -  D 274
 DV0328  PID         -  DV0328
 DV0328  STATE/COUNTY-  AZ/PINAL
 DV0328  USGS QUAD   -  MARICOPA (1978)
 DV0328
 DV0328                         *CURRENT SURVEY CONTROL
 DV0328  ___________________________________________________________________
 DV0328* NAD 83(1986)-  33 04 40.     (N)    112 06 02.     (W)     SCALED    
 DV0328* NAVD 88     -       351.67   (+/-2cm)    1153.8    (feet)  VERTCON   
 DV0328  ___________________________________________________________________
 DV0328  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0328  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0328
 DV0328.The horizontal coordinates were scaled from a topographic map and have
 DV0328.an estimated accuracy of +/- 6 seconds.
 DV0328
 DV0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0328.The vertical order pertains to the NGVD 29 superseded value.
 DV0328
 DV0328.The geoid height was determined by GEOID03.
 DV0328
 DV0328;                    North         East    Units  Estimated Accuracy
 DV0328;SPC AZ C     -   230,390.      196,190.      MT  (+/- 180 meters Scaled)
 DV0328
 DV0328                          SUPERSEDED SURVEY CONTROL
 DV0328
 DV0328  NGVD 29 (??/??/92)  351.133  (m)         1152.01   (f) ADJ UNCH    1 2
 DV0328
 DV0328.Superseded values are not recommended for survey control.
 DV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0328.See file dsdata.txt to determine how the superseded data were derived.
 DV0328
 DV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB972604(NAD 83)
 DV0328_MARKER: P = PIPE CAP
 DV0328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0328_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0328
 DV0328  HISTORY     - Date     Condition        Report By
 DV0328  HISTORY     - UNK      MONUMENTED       USGLO
 DV0328  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0328  HISTORY     - 20070321 MARK NOT FOUND   GEOCAC
 DV0328
 DV0328                          STATION DESCRIPTION
 DV0328
 DV0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0328'3.4 MI NW FROM MARICOPA.
 DV0328'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0328'POST OFFICE AT MARICOPA, THENCE 0.1 MILE NORTH ALONG A DIM TRACK ROAD,
 DV0328'219 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD ADOBE HOUSE, 0.8
 DV0328'FOOT EAST OF THE SOUTHEAST CORNER POST OF A WIRE FENCE, A STANDARD
 DV0328'G.L.O. SECTION LINE CAP RIVETED TO THE TOP OF A 2 INCH IRON PIPE
 DV0328'REINFORCED WITH CONCRETE AND PROJECTING 0.8 FOOT ABOVE THE GROUND.
 DV0328'NOTE-- THE AREA AT THE DESCRIBED LOCATION OF THIS MARK IS NOW UNDER
 DV0328'CULTIVATION AND IT IS BELIEVED THAT THE MARK HAS EITHER BEEN COVERED
 DV0328'OR DESTROYED.
 DV0328
 DV0328                          STATION RECOVERY (2007)
 DV0328
 DV0328'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0328'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0830 ***********************************************************************
 DU0830  DESIGNATION -  D 275
 DU0830  PID         -  DU0830
 DU0830  STATE/COUNTY-  AZ/PINAL
 DU0830  USGS QUAD   -  SACATON (1981)
 DU0830
 DU0830                         *CURRENT SURVEY CONTROL
 DU0830  ___________________________________________________________________
 DU0830* NAD 83(1986)-  33 05 39.     (N)    111 44 23.     (W)     SCALED    
 DU0830* NAVD 88     -       384.43   (+/-2cm)    1261.3    (feet)  VERTCON   
 DU0830  ___________________________________________________________________
 DU0830  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0830
 DU0830.The horizontal coordinates were scaled from a topographic map and have
 DU0830.an estimated accuracy of +/- 6 seconds.
 DU0830
 DU0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0830.The vertical order pertains to the NGVD 29 superseded value.
 DU0830
 DU0830.The geoid height was determined by GEOID03.
 DU0830
 DU0830;                    North         East    Units  Estimated Accuracy
 DU0830;SPC AZ C     -   232,210.      229,880.      MT  (+/- 180 meters Scaled)
 DU0830
 DU0830                          SUPERSEDED SURVEY CONTROL
 DU0830
 DU0830  NGVD 29 (??/??/92)  383.942  (m)         1259.65   (f) ADJ UNCH    2 0
 DU0830
 DU0830.Superseded values are not recommended for survey control.
 DU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0830.See file dsdata.txt to determine how the superseded data were derived.
 DU0830
 DU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB309619(NAD 83)
 DU0830_MARKER: DB = BENCH MARK DISK
 DU0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0830_STAMPING: D 275 1948
 DU0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0830+STABILITY: SURFACE MOTION
 DU0830
 DU0830  HISTORY     - Date     Condition        Report By
 DU0830  HISTORY     - 1948     MONUMENTED       CGS
 DU0830  HISTORY     - 1964     MARK NOT FOUND   USGS
 DU0830  HISTORY     - 20071023 MARK NOT FOUND   GEOCAC
 DU0830
 DU0830                          STATION DESCRIPTION
 DU0830
 DU0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0830'1.0 MI NE FROM SACATON.
 DU0830'1.0 MILE NORTHEAST ALONG THE HIGHWAY FROM THE MATHEW B. JUAN MEMORIAL
 DU0830'AT SACATON, 121 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 106 FEET
 DU0830'SOUTH OF A TRACK ROAD LEADING WEST, 6.0 FEET BELOW THE LEVEL OF THE
 DU0830'HIGHWAY, 3.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 DU0830'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE LEVEL OF THE GROUND.
 DU0830
 DU0830                          STATION RECOVERY (1964)
 DU0830
 DU0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DU0830'MARK NOT FOUND.
 DU0830
 DU0830                          STATION RECOVERY (2007)
 DU0830
 DU0830'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0830'THERE IS NO TRACK ROAD TO THE WEST IN THE DESCRIBED AREA. THE AREA IS
 DU0830'AN UNSTABLE FLOODWAY FOR ABOUT .25 MILES TO THE NORTH AND SOUTH ALONG
 DU0830'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0834 ***********************************************************************
 DU0834  DESIGNATION -  D 276
 DU0834  PID         -  DU0834
 DU0834  STATE/COUNTY-  AZ/PINAL
 DU0834  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0834
 DU0834                         *CURRENT SURVEY CONTROL
 DU0834  ___________________________________________________________________
 DU0834* NAD 83(1986)-  33 05 46.     (N)    111 47 57.     (W)     SCALED    
 DU0834* NAVD 88     -       380.28   (+/-2cm)    1247.6    (feet)  VERTCON   
 DU0834  ___________________________________________________________________
 DU0834  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0834
 DU0834.The horizontal coordinates were scaled from a topographic map and have
 DU0834.an estimated accuracy of +/- 6 seconds.
 DU0834
 DU0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0834.The vertical order pertains to the NGVD 29 superseded value.
 DU0834
 DU0834.The geoid height was determined by GEOID03.
 DU0834
 DU0834;                    North         East    Units  Estimated Accuracy
 DU0834;SPC AZ C     -   232,420.      224,330.      MT  (+/- 180 meters Scaled)
 DU0834
 DU0834                          SUPERSEDED SURVEY CONTROL
 DU0834
 DU0834  NGVD 29 (??/??/92)  379.805  (m)         1246.08   (f) ADJ UNCH    2 0
 DU0834
 DU0834.Superseded values are not recommended for survey control.
 DU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0834.See file dsdata.txt to determine how the superseded data were derived.
 DU0834
 DU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB254622(NAD 83)
 DU0834_MARKER: DB = BENCH MARK DISK
 DU0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0834_STAMPING: D 276 1948
 DU0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0834+STABILITY: SURFACE MOTION
 DU0834
 DU0834  HISTORY     - Date     Condition        Report By
 DU0834  HISTORY     - 1948     MONUMENTED       CGS
 DU0834  HISTORY     - 20071213 MARK NOT FOUND   GEOCAC
 DU0834
 DU0834                          STATION DESCRIPTION
 DU0834
 DU0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0834'3.1 MI NW FROM SACATON.
 DU0834'3.1 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0834'JUAN MEMORIAL AT SACATON, 253 FEET NORTHWEST OF THE CENTER LINE OF A
 DU0834'WASH, 54.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET
 DU0834'NORTHWEST OF A POWER LINE POLE, 1.0 FOOT BELOW THE LEVEL OF THE ROAD,
 DU0834'3.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DU0834'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0834
 DU0834                          STATION RECOVERY (2007)
 DU0834
 DU0834'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0834'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0834'MARK. THE DESCRIBED AREA HAS BEEN BLADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0728 ***********************************************************************
 DU0728  DESIGNATION -  D 277
 DU0728  PID         -  DU0728
 DU0728  STATE/COUNTY-  AZ/MARICOPA
 DU0728  USGS QUAD   -  GILA BUTTE (1981)
 DU0728
 DU0728                         *CURRENT SURVEY CONTROL
 DU0728  ___________________________________________________________________
 DU0728* NAD 83(1986)-  33 14 52.     (N)    111 50 12.     (W)     SCALED    
 DU0728* NAVD 88     -       372.922  (meters)    1223.49   (feet)  ADJUSTED  
 DU0728  ___________________________________________________________________
 DU0728  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0728  DYNAMIC HT  -         372.478 (meters)    1222.04  (feet)  COMP
 DU0728  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 DU0728
 DU0728  VERT ORDER  -  FIRST     CLASS II
 DU0728
 DU0728.The horizontal coordinates were scaled from a topographic map and have
 DU0728.an estimated accuracy of +/- 6 seconds.
 DU0728
 DU0728.The orthometric height was determined by differential leveling
 DU0728.and adjusted in August 1994.
 DU0728
 DU0728.The geoid height was determined by GEOID03.
 DU0728
 DU0728.The dynamic height is computed by dividing the NAVD 88
 DU0728.geopotential number by the normal gravity value computed on the
 DU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0728.degrees latitude (g = 980.6199 gals.).
 DU0728
 DU0728.The modeled gravity was interpolated from observed gravity values.
 DU0728
 DU0728;                    North         East    Units  Estimated Accuracy
 DU0728;SPC AZ C     -   249,230.      220,820.      MT  (+/- 180 meters Scaled)
 DU0728
 DU0728                          SUPERSEDED SURVEY CONTROL
 DU0728
 DU0728  NGVD 29 (??/??/92)  372.675  (m)         1222.68   (f) ADJ UNCH    1 2
 DU0728
 DU0728.Superseded values are not recommended for survey control.
 DU0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0728.See file dsdata.txt to determine how the superseded data were derived.
 DU0728
 DU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220790(NAD 83)
 DU0728_MARKER: DB = BENCH MARK DISK
 DU0728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0728_SP_SET: CULVERT HEADWALL
 DU0728_STAMPING: D 277 1948
 DU0728_MARK LOGO: CGS   
 DU0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0728+STABILITY: SURFACE MOTION
 DU0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0728+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 DU0728
 DU0728  HISTORY     - Date     Condition        Report By
 DU0728  HISTORY     - 1948     MONUMENTED       CGS
 DU0728  HISTORY     - 1959     GOOD             NGS
 DU0728  HISTORY     - 1979     GOOD             LOCSUR
 DU0728  HISTORY     - 19940326 GOOD             NGS
 DU0728  HISTORY     - 20060824 GOOD             GEOCAC
 DU0728  HISTORY     - 20070928 GOOD             GEOCAC
 DU0728
 DU0728                          STATION DESCRIPTION
 DU0728
 DU0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0728'3.8 MI S FROM CHANDLER.
 DU0728'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0728'STATION AT CHANDLER, 20.9 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DU0728'10.1 FEET EAST OF THE CENTER LINE OF THE TRACK, 3.0 FEET BELOW THE
 DU0728'LEVEL OF THE TRACK, SET IN THE TOP AND IN THE CENTER OF THE EAST
 DU0728'CONCRETE HEADWALL OF RAILROAD BRIDGE NO. 933.11 OVER A IRRIGATION
 DU0728'DITCH.
 DU0728
 DU0728                          STATION RECOVERY (1959)
 DU0728
 DU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0728'RECOVERED IN GOOD CONDITION.
 DU0728
 DU0728                          STATION RECOVERY (1979)
 DU0728
 DU0728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0728'THE MARK IS LOCATED ALONG THE SOUTHERN PACIFIC TRANSPORTATION COMPANY
 DU0728'TRACKS 3.8 MILES SOUTH OF THE STATION SITE IN CHANDLER (SOUTHEAST OF
 DU0728'THE INTERSECTION OF EAST COMMONWEALTH AVENUE AND SOUTH DELAWARE ST),
 DU0728'AT THE CROSSING OF OCOTILLO ROAD.
 DU0728
 DU0728                          STATION RECOVERY (1994)
 DU0728
 DU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0728'15.4 KM (9.55 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU0728'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 0.4 KM
 DU0728'(0.25 MI) EASTERLY ALONG OCOTILLO ROAD, IN TOP OF AND 1.2 M (3.9 FT)
 DU0728'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN IRRIGATION
 DU0728'CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD, 7.2 M (23.6 FT) SOUTH OF
 DU0728'THE ROAD CENTERLINE, 6.7 M (22.0 FT) NORTH OF A UTILITY POLE WITH A
 DU0728'METER ATTACHED, 2.5 M (8.2 FT) EAST OF THE NEAR RAIL, AND 0.7 M
 DU0728'(2.3 FT) BELOW THE LEVEL OF THE ROAD.
 DU0728
 DU0728                          STATION RECOVERY (2006)
 DU0728
 DU0728'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0728'RECOVERED IN GOOD CONDITION.
 DU0728
 DU0728                          STATION RECOVERY (2007)
 DU0728
 DU0728'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU0728'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU0728'COORDINATES
 DU0728'33 14 51.4 (N)   111 50 12.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1047 ***********************************************************************
 CZ1047  DESIGNATION -  D 279
 CZ1047  PID         -  CZ1047
 CZ1047  STATE/COUNTY-  AZ/PINAL
 CZ1047  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1047
 CZ1047                         *CURRENT SURVEY CONTROL
 CZ1047  ___________________________________________________________________
 CZ1047* NAD 83(2007)-  32 44 43.60867(N)    111 32 42.02605(W)     ADJUSTED  
 CZ1047* NAVD 88     -       476.388  (meters)    1562.95   (feet)  ADJUSTED  
 CZ1047  ___________________________________________________________________
 CZ1047  EPOCH DATE  -        2007.00
 CZ1047  X           -  -1,972,099.244 (meters)                     COMP
 CZ1047  Y           -  -4,994,955.669 (meters)                     COMP
 CZ1047  Z           -   3,430,489.882 (meters)                     COMP
 CZ1047  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CZ1047  ELLIP HEIGHT-         446.304 (meters)          (02/10/07) ADJUSTED
 CZ1047  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1047  DYNAMIC HT  -         475.785 (meters)    1560.97  (feet)  COMP
 CZ1047
 CZ1047  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1047  Type    PID    Designation                      North   East  Ellip
 CZ1047  -------------------------------------------------------------------
 CZ1047  NETWORK CZ1047 D 279                             1.22   1.06   4.00
 CZ1047  -------------------------------------------------------------------
 CZ1047  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 CZ1047  OBS GRAVITY -     979,356.0   (mgal)                       GRAV_OBS
 CZ1047
 CZ1047  VERT ORDER  -  FIRST     CLASS II
 CZ1047
 CZ1047.The horizontal coordinates were established by GPS observations
 CZ1047.and adjusted by the National Geodetic Survey in February 2007.
 CZ1047
 CZ1047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1047.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1047.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1047.The epoch date for horizontal control is a decimal equivalence
 CZ1047.of Year/Month/Day.
 CZ1047
 CZ1047.The orthometric height was determined by differential leveling
 CZ1047.and adjusted in November 1993.
 CZ1047
 CZ1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1047
 CZ1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1047
 CZ1047.The ellipsoidal height was determined by GPS observations
 CZ1047.and is referenced to NAD 83.
 CZ1047
 CZ1047.The geoid height was determined by GEOID03.
 CZ1047
 CZ1047.The dynamic height is computed by dividing the NAVD 88
 CZ1047.geopotential number by the normal gravity value computed on the
 CZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1047.degrees latitude (g = 980.6199 gals.).
 CZ1047
 CZ1047.The modeled gravity was interpolated from observed gravity values.
 CZ1047.The observed gravity was obtained from relative gravimeter ties
 CZ1047.to the IGSN71 gravity network.
 CZ1047
 CZ1047;                    North         East     Units Scale Factor Converg.
 CZ1047;SPC AZ C     -   193,584.965   248,188.782   MT  0.99991495   +0 12 03.7
 CZ1047;SPC AZ C     -   635,121.28    814,267.66   iFT  0.99991495   +0 12 03.7
 CZ1047;UTM  12      - 3,623,199.088   448,941.678   MT  0.99963214   -0 17 41.3
 CZ1047
 CZ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1047!SPC AZ C     -   0.99992993  x   0.99991495  =   0.99984489
 CZ1047!UTM  12      -   0.99992993  x   0.99963214  =   0.99956210
 CZ1047
 CZ1047                          SUPERSEDED SURVEY CONTROL
 CZ1047
 CZ1047  ELLIP H (11/21/00)  446.332  (m)                       GP(       ) 3 1
 CZ1047  NAD 83(1986)-  32 44 43.60236(N)    111 32 42.02536(W) AD(       ) B
 CZ1047  NAD 83(1992)-  32 44 43.60795(N)    111 32 42.02474(W) AD(       ) B
 CZ1047  ELLIP H (09/30/92)  446.408  (m)                       GP(       ) 2 1
 CZ1047  NAD 83(1986)-  32 44 43.60236(N)    111 32 42.02536(W) AD(       ) 1
 CZ1047  NAVD 88 (06/15/91)  476.609  (m)         1563.67   (f) UNKNOWN     1 2
 CZ1047  NGVD 29 (08/19/88)  475.99   (m)         1561.6    (f) LEVELING    3  
 CZ1047
 CZ1047.Superseded values are not recommended for survey control.
 CZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1047.See file dsdata.txt to determine how the superseded data were derived.
 CZ1047
 CZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4894223199(NAD 83)
 CZ1047_MARKER: DB = BENCH MARK DISK
 CZ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1047_SP_SET: CONCRETE POST
 CZ1047_STAMPING: D 279 1948
 CZ1047_MARK LOGO: CGS   
 CZ1047_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1047+STABILITY: SURFACE MOTION
 CZ1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1047+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1047
 CZ1047  HISTORY     - Date     Condition        Report By
 CZ1047  HISTORY     - 1948     MONUMENTED       CGS
 CZ1047  HISTORY     - 1967     GOOD             NGS
 CZ1047  HISTORY     - 1980     GOOD             NGS
 CZ1047  HISTORY     - 1980     GOOD             NGS
 CZ1047  HISTORY     - 1984     GOOD             NGS
 CZ1047  HISTORY     - 19911205 GOOD             NGS
 CZ1047  HISTORY     - 19920414 GOOD             NGS
 CZ1047  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1047
 CZ1047                          STATION DESCRIPTION
 CZ1047
 CZ1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1047'0.8 MI SE FROM ELOY.
 CZ1047'ABOUT 0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1047'STATION AT ELOY, IN S 8, T 8 S, R 8 E, 47 1/2 FEET NORTHEAST OF THE
 CZ1047'NORTHEAST RAIL OF THE TRACK, 93 FEET SOUTHWEST OF THE CENTER LINE OF
 CZ1047'STATE HIGHWAY 84, 8 1/2 FEET SOUTHEAST OF MILEPOST 934, 1.2 FEET
 CZ1047'NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 CZ1047'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ1047
 CZ1047                          STATION RECOVERY (1980)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1047'THE MARK IS 1.5 M BELOW THE TRACKS.
 CZ1047'24.3 KILOMETERS (15.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1047'RAILROAD FROM THE STATION AT CASA GRANDE, 1.05 KILOMETER (0.65 MILE)
 CZ1047'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND MAIN STREET IN
 CZ1047'ELOY, 14.5 METERS (47.5 FEET) NORTHEAST OF THE NORTHEAST RAIL, 28.3
 CZ1047'METERS (93 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.3
 CZ1047'METERS (43.7 FEET) SOUTHEAST OF TRANSFORMER POLE PT 337 AND 11.4
 CZ1047'METERS (37.4 FEET) NORTHEAST OF RAILROAD MILE POST 934.
 CZ1047
 CZ1047                          STATION RECOVERY (1980)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1047'THE MARK IS 1.5 M BELOW THE TRACKS.
 CZ1047'24.3 KILOMETERS (15.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1047'RAILROAD FROM THE STATION AT CASA GRANDE, 1.05 KILOMETER (0.65 MILE)
 CZ1047'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND MAIN STREET IN
 CZ1047'ELOY, 14.5 METERS (47.5 FEET) NORTHEAST OF THE NORTHEAST RAIL, 28.3
 CZ1047'METERS (93 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.3
 CZ1047'METERS (43.7 FEET) SOUTHEAST OF TRANSFORMER POLE PT 337 AND 11.4
 CZ1047'METERS (37.4 FEET) NORTHEAST OF RAILROAD MILE POST 934.
 CZ1047
 CZ1047                          STATION RECOVERY (1984)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1047'RECOVERED IN GOOD CONDITION.
 CZ1047
 CZ1047                          STATION RECOVERY (1991)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1047'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1047'ELOY, THENCE 1.2 KM (0.75 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ1047'PACIFIC RAILROAD, 27.8 M (91.2 FT) SOUTHWEST OF THE CENTERLINE OF
 CZ1047'STATE HIGHWAY 84, 14.6 M (47.9 FT) NORTHEAST OF THE NEAR RAIL, 13.2 M
 CZ1047'(43.3 FT) SOUTHWEST OF UTILITY POLE NUMBER PT 377 WITH 2
 CZ1047'TRANSFORMERS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 CZ1047'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 CZ1047'(0.3 FT) ABOVE THE GROUND SURFACE.
 CZ1047
 CZ1047                          STATION RECOVERY (1992)
 CZ1047
 CZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1047'THE STATION IS LOCATED ABOUT 1.2 KM (0.7 MI) SOUTHEAST OF ELOY, ALONG
 CZ1047'THE SOUTHERN PACIFIC RAILROAD TRACKS, AT RAILROAD MILEPOST 934, IN A
 CZ1047'SMALL CLEARING BETWEEN THE TRACK AND STATE HIGHWAY 84.
 CZ1047'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CZ1047'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 84 AND MAIN
 CZ1047'STREET IN ELOY (ACROSS TRACKS FROM THE TOWN WATER TANKS), GO
 CZ1047'SOUTHEAST ON HIGHWAY 84 FOR 0.50 KM (0.31 MI) TO A CROSSROAD
 CZ1047'(SUNSHINE BOULEVARD).  CONTINUE AHEAD FOR 0.66 KM (0.41 MI) TO THE
 CZ1047'STATION ON THE RIGHT AT POINT WHERE HIGHWAY NARROWS.
 CZ1047'THE STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 CZ1047'PROJECTING 10 CM.  LOCATED 28.3 M (92.8 FT) SOUTHWEST OF THE HIGHWAY
 CZ1047'CENTER, 14.6 M (47.9 FT) NORTHEAST OF AND 1.5 M (4.9 FT) LOWER THAN
 CZ1047'THE NORTHEAST RAIL OF TRACK, 13.3 M (43.6 FT) SOUTH-SOUTHWEST OF
 CZ1047'UTILITY POLE PT 377 WITH TRANSFORMER, 11.3 M (37.1 FT) EAST-NORTHEAST
 CZ1047'OF MILEPOST 934 AND 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST.
 CZ1047
 CZ1047                          STATION RECOVERY (2007)
 CZ1047
 CZ1047'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0048 ***********************************************************************
 ET0048  DESIGNATION -  D 28
 ET0048  PID         -  ET0048
 ET0048  STATE/COUNTY-  AZ/YAVAPAI
 ET0048  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0048
 ET0048                         *CURRENT SURVEY CONTROL
 ET0048  ___________________________________________________________________
 ET0048* NAD 83(1986)-  34 38 49.     (N)    112 24 30.     (W)     SCALED    
 ET0048* NAVD 88     -      1509.947  (meters)    4953.88   (feet)  POSTED    
 ET0048  ___________________________________________________________________
 ET0048  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0048  DYNAMIC HT  -        1507.900 (meters)    4947.17  (feet)  COMP
 ET0048  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 ET0048
 ET0048  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0048
 ET0048.The horizontal coordinates were scaled from a topographic map and have
 ET0048.an estimated accuracy of +/- 6 seconds.
 ET0048
 ET0048.The orthometric height was determined by differential leveling
 ET0048.and adjusted in November 2005.
 ET0048
 ET0048.The geoid height was determined by GEOID03.
 ET0048
 ET0048.The dynamic height is computed by dividing the NAVD 88
 ET0048.geopotential number by the normal gravity value computed on the
 ET0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0048.degrees latitude (g = 980.6199 gals.).
 ET0048
 ET0048.The modeled gravity was interpolated from observed gravity values.
 ET0048
 ET0048;                    North         East    Units  Estimated Accuracy
 ET0048;SPC AZ C     -   404,520.      168,290.      MT  (+/- 180 meters Scaled)
 ET0048
 ET0048                          SUPERSEDED SURVEY CONTROL
 ET0048
 ET0048  NGVD 29 (??/??/92) 1509.127  (m)         4951.19   (f) ADJ UNCH    1 2
 ET0048
 ET0048.Superseded values are not recommended for survey control.
 ET0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0048.See file dsdata.txt to determine how the superseded data were derived.
 ET0048
 ET0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709347(NAD 83)
 ET0048_MARKER: DB = BENCH MARK DISK
 ET0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0048_STAMPING: 4951.194 D 28 1933
 ET0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0048+STABILITY: SURFACE MOTION
 ET0048
 ET0048  HISTORY     - Date     Condition        Report By
 ET0048  HISTORY     - 1933     MONUMENTED       CGS
 ET0048  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0048
 ET0048                          STATION DESCRIPTION
 ET0048
 ET0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0048'9.1 MI N FROM PRESCOTT.
 ET0048'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 3.0 MILES NORTH OF
 ET0048'ENTRO RAILROAD JUNCTION, 110 FEET SOUTHWEST OF MILEPOST 48, 0.3 MILES
 ET0048'NORTHWEST OF GRANITE CREEK, NORTH END OF CUT, 90 FEET WEST OF RAILROAD
 ET0048'CENTER-LINE.
 ET0048
 ET0048                          STATION RECOVERY (1997)
 ET0048
 ET0048'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0698 ***********************************************************************
 ET0698  DESIGNATION -  D 280
 ET0698  PID         -  ET0698
 ET0698  STATE/COUNTY-  AZ/LA PAZ
 ET0698  USGS QUAD   -  PLANET (1990)
 ET0698
 ET0698                         *CURRENT SURVEY CONTROL
 ET0698  ___________________________________________________________________
 ET0698* NAD 83(1986)-  34 13 52.     (N)    113 57 48.     (W)     SCALED    
 ET0698* NAVD 88     -       264.37   (+/-2cm)     867.4    (feet)  VERTCON   
 ET0698  ___________________________________________________________________
 ET0698  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 ET0698  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0698
 ET0698.The horizontal coordinates were scaled from a topographic map and have
 ET0698.an estimated accuracy of +/- 6 seconds.
 ET0698
 ET0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0698.The vertical order pertains to the NGVD 29 superseded value.
 ET0698
 ET0698.The geoid height was determined by GEOID03.
 ET0698
 ET0698;                    North         East    Units  Estimated Accuracy
 ET0698;SPC AZ W     -   358,320.      193,710.      MT  (+/- 180 meters Scaled)
 ET0698
 ET0698                          SUPERSEDED SURVEY CONTROL
 ET0698
 ET0698  NGVD 29 (??/??/92)  263.746  (m)          865.31   (f) ADJ UNCH    1 1
 ET0698
 ET0698.Superseded values are not recommended for survey control.
 ET0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0698.See file dsdata.txt to determine how the superseded data were derived.
 ET0698
 ET0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC270917(NAD 83)
 ET0698_MARKER: DB = BENCH MARK DISK
 ET0698_SETTING: 80 = SET IN A BOULDER
 ET0698_SP_SET: BOULDER
 ET0698_STAMPING: D 280 1948
 ET0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0698+STABILITY: SURFACE MOTION
 ET0698
 ET0698  HISTORY     - Date     Condition        Report By
 ET0698  HISTORY     - 1948     MONUMENTED       CGS
 ET0698
 ET0698                          STATION DESCRIPTION
 ET0698
 ET0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0698'26.6 MI N FROM BOUSE.
 ET0698'26.6 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0698'BOUSE, ON THE NORTHEAST BANK OF A LARGE DRY WASH, 52 FEET NORTHEAST OF
 ET0698'THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE THE SURFACE OF THE
 ET0698'ROAD.  SET IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 3 FEET ABOVE
 ET0698'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0821 ***********************************************************************
 DW0821  DESIGNATION -  D 281
 DW0821  PID         -  DW0821
 DW0821  STATE/COUNTY-  AZ/LA PAZ
 DW0821  USGS QUAD   -  BOUSE (1990)
 DW0821
 DW0821                         *CURRENT SURVEY CONTROL
 DW0821  ___________________________________________________________________
 DW0821* NAD 83(1986)-  33 56 39.     (N)    114 00 26.     (W)     SCALED    
 DW0821* NAVD 88     -       289.18   (+/-2cm)     948.8    (feet)  VERTCON   
 DW0821  ___________________________________________________________________
 DW0821  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DW0821  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0821
 DW0821.The horizontal coordinates were scaled from a topographic map and have
 DW0821.an estimated accuracy of +/- 6 seconds.
 DW0821
 DW0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0821.The vertical order pertains to the NGVD 29 superseded value.
 DW0821
 DW0821.The geoid height was determined by GEOID03.
 DW0821
 DW0821;                    North         East    Units  Estimated Accuracy
 DW0821;SPC AZ W     -   326,500.      189,580.      MT  (+/- 180 meters Scaled)
 DW0821
 DW0821                          SUPERSEDED SURVEY CONTROL
 DW0821
 DW0821  NGVD 29 (??/??/??)  288.556  (m)          946.70   (f) ADJUSTED    1 2
 DW0821
 DW0821.Superseded values are not recommended for survey control.
 DW0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0821.See file dsdata.txt to determine how the superseded data were derived.
 DW0821
 DW0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT766600(NAD 83)
 DW0821_MARKER: DB = BENCH MARK DISK
 DW0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0821_STAMPING: D 281 1948
 DW0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0821+STABILITY: SURFACE MOTION
 DW0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0821+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DW0821
 DW0821  HISTORY     - Date     Condition        Report By
 DW0821  HISTORY     - 1948     MONUMENTED       CGS
 DW0821  HISTORY     - 1955     GOOD             NGS
 DW0821  HISTORY     - 20071019 GOOD             GEOCAC
 DW0821
 DW0821                          STATION DESCRIPTION
 DW0821
 DW0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DW0821'1.1 MI N FROM BOUSE.
 DW0821'1.1 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DW0821'AT BOUSE, ON THE SUMMIT OF A PROMINENT KNOLL, 38 FEET WEST
 DW0821'OF THE CENTER LINE OF THE ROAD, 3.3 FEET NORTH OF A WHITE WOODEN
 DW0821'WITNESS POST, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD,
 DW0821'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 DW0821'GROUND.
 DW0821
 DW0821                          STATION RECOVERY (1955)
 DW0821
 DW0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DW0821'RECOVERED IN GOOD CONDITION.
 DW0821
 DW0821                          STATION RECOVERY (2007)
 DW0821
 DW0821'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DW0821'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DW0821'THE DESCRIPTION - THE MARK IS LOCATED 27.0 FEET WEST OF THE CENTERLINE
 DW0821'OF SWANSEA ROAD, 3.3 FEET NORTH OF A WOODEN WITNESS POST WITHOUT A
 DW0821'SIGN, 1.2 FEET EAST OF A GREEN AND WHITE STRIPED METAL POST, AND ABOUT
 DW0821'3 FEET ABOVE THE SURFACE OF THE ROAD. HANDHELD COORDINATES
 DW0821'33 56 42.7 (N)   114 00 26.9 (W)  (NAD 83).
 DW0821' 
 DW0821'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF S.R. 72
 DW0821'AND MAIN STREET IN BOUSE, TRAVEL NORTHEAST ON MAIN STREET FOR 0.3
 DW0821'MILES TO RAYDER AVENUE. TURN LEFT AND TRAVEL NORTHWEST ON RAYDER
 DW0821'AVENUE FOR 0.5 TO THE INTERSECTION OF SAGUARO DRIVE. CONTINUE
 DW0821'NORTHWEST ON SWANSEA ROAD FOR 0.3 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0695 ***********************************************************************
 DU0695  DESIGNATION -  D 282
 DU0695  PID         -  DU0695
 DU0695  STATE/COUNTY-  AZ/MARICOPA
 DU0695  USGS QUAD   -  HIGLEY (1981)
 DU0695
 DU0695                         *CURRENT SURVEY CONTROL
 DU0695  ___________________________________________________________________
 DU0695* NAD 83(2007)-  33 20 08.56538(N)    111 39 06.24841(W)     ADJUSTED  
 DU0695* NAVD 88     -       417.960  (meters)    1371.26   (feet)  ADJUSTED  
 DU0695  ___________________________________________________________________
 DU0695  EPOCH DATE  -        2007.00
 DU0695  X           -  -1,968,212.093 (meters)                     COMP
 DU0695  Y           -  -4,958,051.688 (meters)                     COMP
 DU0695  Z           -   3,485,338.670 (meters)                     COMP
 DU0695  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DU0695  ELLIP HEIGHT-         388.271 (meters)          (02/10/07) ADJUSTED
 DU0695  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0695  DYNAMIC HT  -         417.457 (meters)    1369.61  (feet)  COMP
 DU0695
 DU0695  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0695  Type    PID    Designation                      North   East  Ellip
 DU0695  -------------------------------------------------------------------
 DU0695  NETWORK DU0695 D 282                             1.69   1.45   5.27
 DU0695  -------------------------------------------------------------------
 DU0695  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 DU0695  OBS GRAVITY -     979,422.6   (mgal)                       GRAV_OBS
 DU0695
 DU0695  VERT ORDER  -  FIRST     CLASS II
 DU0695
 DU0695.The horizontal coordinates were established by GPS observations
 DU0695.and adjusted by the National Geodetic Survey in February 2007.
 DU0695
 DU0695.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0695.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0695.The horizontal coordinates are valid at the epoch date displayed above.
 DU0695.The epoch date for horizontal control is a decimal equivalence
 DU0695.of Year/Month/Day.
 DU0695
 DU0695.The orthometric height was determined by differential leveling
 DU0695.and adjusted in November 1993.
 DU0695
 DU0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0695
 DU0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0695
 DU0695.The ellipsoidal height was determined by GPS observations
 DU0695.and is referenced to NAD 83.
 DU0695
 DU0695.The geoid height was determined by GEOID03.
 DU0695
 DU0695.The dynamic height is computed by dividing the NAVD 88
 DU0695.geopotential number by the normal gravity value computed on the
 DU0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0695.degrees latitude (g = 980.6199 gals.).
 DU0695
 DU0695.The modeled gravity was interpolated from observed gravity values.
 DU0695.The observed gravity was obtained from relative gravimeter ties
 DU0695.to the IGSN71 gravity network.
 DU0695
 DU0695;                    North         East     Units Scale Factor Converg.
 DU0695;SPC AZ C     -   259,012.181   238,022.033   MT  0.99990750   +0 08 44.1
 DU0695;SPC AZ C     -   849,777.50    780,912.18   iFT  0.99990750   +0 08 44.1
 DU0695;UTM  12      - 3,688,694.651   439,348.661   MT  0.99964535   -0 21 29.4
 DU0695
 DU0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0695!SPC AZ C     -   0.99993905  x   0.99990750  =   0.99984655
 DU0695!UTM  12      -   0.99993905  x   0.99964535  =   0.99958442
 DU0695
 DU0695                          SUPERSEDED SURVEY CONTROL
 DU0695
 DU0695  ELLIP H (11/21/00)  388.298  (m)                       GP(       ) 3 1
 DU0695  NAD 83(1986)-  33 20 08.55540(N)    111 39 06.25115(W) AD(       ) B
 DU0695  NAD 83(1992)-  33 20 08.56456(N)    111 39 06.24720(W) AD(       ) B
 DU0695  ELLIP H (09/30/92)  388.366  (m)                       GP(       ) 2 1
 DU0695  NAD 83(1986)-  33 20 08.55540(N)    111 39 06.25115(W) AD(       ) 1
 DU0695  NGVD 29 (??/??/92)  417.791  (m)         1370.70   (f) ADJ UNCH    1 2
 DU0695
 DU0695.Superseded values are not recommended for survey control.
 DU0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0695.See file dsdata.txt to determine how the superseded data were derived.
 DU0695
 DU0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3934988695(NAD 83)
 DU0695_MARKER: DB = BENCH MARK DISK
 DU0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0695_SP_SET: CONCRETE POST
 DU0695_STAMPING: D 282 1948
 DU0695_MARK LOGO: CGS   
 DU0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0695+STABILITY: SURFACE MOTION
 DU0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0695+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 DU0695
 DU0695  HISTORY     - Date     Condition        Report By
 DU0695  HISTORY     - 1948     MONUMENTED       CGS
 DU0695  HISTORY     - 1967     GOOD             NGS
 DU0695  HISTORY     - 19840403 GOOD
 DU0695  HISTORY     - 19920111 GOOD             NGS
 DU0695  HISTORY     - 19920203 GOOD             NGS
 DU0695  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 DU0695
 DU0695                          STATION DESCRIPTION
 DU0695
 DU0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0695'5.95 MI N FROM QUEEN CREEK.
 DU0695'ABOUT 5.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0695'SCHOOL AT QUEEN CREEK, THENCE 0.95 MILE WEST ALONG WARNER ROAD, IN S
 DU0695'21, T 1 S, R 7 E, 0.35 MILE WEST OF A RANCH HOUSE, 0.35 MILE EAST OF A
 DU0695'SET OF STOCK PENS, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17
 DU0695'FEET SOUTHWEST OF POWER POLE NUMBER 70, 6 1/2 FEET SOUTH OF A FENCE,
 DU0695'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 DU0695'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DU0695
 DU0695                          STATION RECOVERY (1984)
 DU0695
 DU0695'RECOVERED 1984
 DU0695'RECOVERED IN GOOD CONDITION.
 DU0695
 DU0695                          STATION RECOVERY (1992)
 DU0695
 DU0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0695'9.8 KM (6.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0695'IN QUEEN CREEK, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG WARNER ROAD,
 DU0695'10.8 M (35.4 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 4.7 M
 DU0695'(15.4 FT) SOUTHWEST OF A UTILITY POLE, 2.1 M (6.9 FT) SOUTH OF A
 DU0695'FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 DU0695'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU0695
 DU0695                          STATION RECOVERY (1992)
 DU0695
 DU0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0695'THE STATION IS LOCATED ABOUT 11.29 KM (7.02 MI)  NORTH OF QUEEN CREEK,
 DU0695'8.06 KM (5.01 MI) NORTH-NORTHWEST OF QUEEN CREEK SCHOOL, 1.5 KM
 DU0695'(0.9 MI) WEST OF THE JUNCTION OF ELLSWORTH ROAD AND WARNER ROAD, ON
 DU0695'THE SOUTH SIDE OF WARNER ROAD, INSIDE A PASTURE FENCELINE, IN S 21,
 DU0695'T1S, R7E.  OWNERSHIP-UNKNOWN.
 DU0695'TO REACH THE STATION FROM THE U.S. POST OFFICE IN QUEEN CREEK, GO
 DU0695'NORTH ON ELLSWORTH ROAD FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 DU0695'OCOTILLO ROAD.  CONTINUE NORTH ON ELLSWORTH ROAD FOR 0.8 KM (0.5 MI)
 DU0695'TO THE JUNCTION OF RITTENHOUSE ROAD.  CONTINUE NORTH ON ELLSWORTH ROAD
 DU0695'FOR 0.72 KM (0.45 MI) TO THE QUEEN CREEK SCHOOL ON THE RIGHT.
 DU0695'CONTINUE NORTH ON ELLLSWORTH ROAD FOR 8.06 KM (5.01 MI) TO THE
 DU0695'JUNCTION OF WARNER ROAD.  TURN LEFT, WEST, ON WARNER ROAD FOR 1.5 KM
 DU0695'(0.9 MI) TO THE STATION ON THE LEFT NEAR THE FIRST POWERLINE POLE
 DU0695'EAST OF A POWERLINE OVER THE ROAD.
 DU0695'THE STATION IS SET IN A CONCRETE POST PROJECTING 15-CM.  LOCATED 10.4
 DU0695'M (34.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 5.18 M (16.99 FT)
 DU0695'SOUTHWEST OF A POWERLINE POLE, 1.98 M (6.50 FT) SOUTH OF A FENCELINE,
 DU0695'0.61 M (2.00 FT) ABOVE THE LEVEL OF THE ROAD AND 0.31 M (1.02 FT)
 DU0695'WEST OF A METAL WITNESS POST.
 DU0695
 DU0695                          STATION RECOVERY (2006)
 DU0695
 DU0695'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0524 ***********************************************************************
 DU0524  DESIGNATION -  D 283
 DU0524  PID         -  DU0524
 DU0524  STATE/COUNTY-  AZ/PINAL
 DU0524  USGS QUAD   -  FLORENCE (1981)
 DU0524
 DU0524                         *CURRENT SURVEY CONTROL
 DU0524  ___________________________________________________________________
 DU0524* NAD 83(1986)-  33 00 09.     (N)    111 23 52.     (W)     SCALED    
 DU0524* NAVD 88     -       465.257  (meters)    1526.43   (feet)  ADJUSTED  
 DU0524  ___________________________________________________________________
 DU0524  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0524  DYNAMIC HT  -         464.686 (meters)    1524.56  (feet)  COMP
 DU0524  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 DU0524
 DU0524  VERT ORDER  -  FIRST     CLASS II
 DU0524
 DU0524.The horizontal coordinates were scaled from a topographic map and have
 DU0524.an estimated accuracy of +/- 6 seconds.
 DU0524
 DU0524.The orthometric height was determined by differential leveling
 DU0524.and adjusted in November 1993.
 DU0524
 DU0524.The geoid height was determined by GEOID03.
 DU0524
 DU0524.The dynamic height is computed by dividing the NAVD 88
 DU0524.geopotential number by the normal gravity value computed on the
 DU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0524.degrees latitude (g = 980.6199 gals.).
 DU0524
 DU0524.The modeled gravity was interpolated from observed gravity values.
 DU0524
 DU0524;                    North         East    Units  Estimated Accuracy
 DU0524;SPC AZ C     -   222,150.      261,850.      MT  (+/- 180 meters Scaled)
 DU0524
 DU0524                          SUPERSEDED SURVEY CONTROL
 DU0524
 DU0524  NGVD 29 (??/??/92)  464.678  (m)         1524.53   (f) ADJ UNCH    1 2
 DU0524
 DU0524.Superseded values are not recommended for survey control.
 DU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0524.See file dsdata.txt to determine how the superseded data were derived.
 DU0524
 DU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB628516(NAD 83)
 DU0524_MARKER: DB = BENCH MARK DISK
 DU0524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0524_SP_SET: HEADWALL
 DU0524_STAMPING: D 283 1948
 DU0524_MARK LOGO: CGS   
 DU0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0524+STABILITY: SURFACE MOTION
 DU0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0524+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU0524
 DU0524  HISTORY     - Date     Condition        Report By
 DU0524  HISTORY     - 1948     MONUMENTED       CGS
 DU0524  HISTORY     - 1967     GOOD             NGS
 DU0524  HISTORY     - 19920104 GOOD             NGS
 DU0524  HISTORY     - 20080416 GOOD             GEOCAC
 DU0524
 DU0524                          STATION DESCRIPTION
 DU0524
 DU0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0524'2.8 MI SW FROM FLORENCE.
 DU0524'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0524'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD WHICH
 DU0524'PARALLELS THE FLORENCE CANAL, IN SECTION 11, T 5 S, R 9 E, 18 FEET
 DU0524'NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 DU0524'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A CONCRETE
 DU0524'CULVERT UNDER THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 DU0524
 DU0524                          STATION RECOVERY (1992)
 DU0524
 DU0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0524'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0524'THE POST OFFICE IN FLORENCE, THENCE 2.8 KM (1.75 MI) SOUTHWESTERLY
 DU0524'ALONG CANAL ROAD, IN TOP OF AND 1.2 M (3.9 FT) NORTHEAST OF THE
 DU0524'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT, 5.5 M
 DU0524'(18.0 FT) NORTHWEST OF THE ROAD CENTER, AND 0.5 M (1.6 FT) BELOW THE
 DU0524'LEVEL OF THE ROAD.
 DU0524
 DU0524                          STATION RECOVERY (2008)
 DU0524
 DU0524'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0524'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0524'00.177 W111 24.210.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0487 ***********************************************************************
 CZ0487  DESIGNATION -  D 284
 CZ0487  PID         -  CZ0487
 CZ0487  STATE/COUNTY-  AZ/PIMA
 CZ0487  USGS QUAD   -  MARANA (1992)
 CZ0487
 CZ0487                         *CURRENT SURVEY CONTROL
 CZ0487  ___________________________________________________________________
 CZ0487* NAD 83(1986)-  32 28 14.     (N)    111 13 37.     (W)     SCALED    
 CZ0487* NAVD 88     -       598.997  (meters)    1965.21   (feet)  ADJUSTED  
 CZ0487  ___________________________________________________________________
 CZ0487  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0487  DYNAMIC HT  -         598.209 (meters)    1962.62  (feet)  COMP
 CZ0487  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CZ0487
 CZ0487  VERT ORDER  -  FIRST     CLASS II
 CZ0487
 CZ0487.The horizontal coordinates were scaled from a topographic map and have
 CZ0487.an estimated accuracy of +/- 6 seconds.
 CZ0487
 CZ0487.The orthometric height was determined by differential leveling
 CZ0487.and adjusted in June 1991.
 CZ0487
 CZ0487.The geoid height was determined by GEOID03.
 CZ0487
 CZ0487.The dynamic height is computed by dividing the NAVD 88
 CZ0487.geopotential number by the normal gravity value computed on the
 CZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0487.degrees latitude (g = 980.6199 gals.).
 CZ0487
 CZ0487.The modeled gravity was interpolated from observed gravity values.
 CZ0487
 CZ0487;                    North         East    Units  Estimated Accuracy
 CZ0487;SPC AZ C     -   163,250.      278,190.      MT  (+/- 180 meters Scaled)
 CZ0487
 CZ0487                          SUPERSEDED SURVEY CONTROL
 CZ0487
 CZ0487  NGVD 29 (??/??/92)  598.435  (m)         1963.37   (f) ADJ UNCH    1 2
 CZ0487
 CZ0487.Superseded values are not recommended for survey control.
 CZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0487.See file dsdata.txt to determine how the superseded data were derived.
 CZ0487
 CZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA786926(NAD 83)
 CZ0487_MARKER: DB = BENCH MARK DISK
 CZ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0487_STAMPING: D 284 1949
 CZ0487_PROJECTION: PROJECTING 25 CENTIMETERS
 CZ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0487+STABILITY: SURFACE MOTION
 CZ0487
 CZ0487  HISTORY     - Date     Condition        Report By
 CZ0487  HISTORY     - 1949     MONUMENTED       CGS
 CZ0487  HISTORY     - 1951     GOOD             NGS
 CZ0487  HISTORY     - 1960     GOOD             NGS
 CZ0487  HISTORY     - 1980     GOOD             NGS
 CZ0487  HISTORY     - 19960204 GOOD             USPSQD
 CZ0487
 CZ0487                          STATION DESCRIPTION
 CZ0487
 CZ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0487'1.3 MI NW FROM MARANA.
 CZ0487'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0487'RAILROAD FROM THE POST OFFICE AT MARANA, ABOUT 6 POLES NORTHWEST OF
 CZ0487'MILE POLE NUMBER 961, 84 FEET NORTHEAST OF CENTER LINE OF THE
 CZ0487'NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY, 50.7 FEET SOUTHWEST OF
 CZ0487'THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 6.7 FEET NORTHWEST OF A
 CZ0487'TELEPHONE POLE, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET
 CZ0487'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0487'0.8 FOOT ABOVE THE GROUND.
 CZ0487
 CZ0487                          STATION RECOVERY (1960)
 CZ0487
 CZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0487'RECOVERED IN GOOD CONDITION.
 CZ0487
 CZ0487                          STATION RECOVERY (1980)
 CZ0487
 CZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0487'37.3 KILOMETERS (23.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0487'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2
 CZ0487'MILE) NORTHWEST OF RAILROAD MILE POST 961, 15.4 METERS (50.5 FEET)
 CZ0487'SOUTHWEST OF THE SOUTHWEST RAIL, 25.6 METERS (84.0 FEET)
 CZ0487'NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 2.0 METERS
 CZ0487'(6.6 FEET) NORTHWEST OF THE 8TH TELEPHONE POLE NORTHWEST OF MILE
 CZ0487'POST 961 AND IN LINE WITH POLES, 22.2 METERS (72.8 FEET) EAST
 CZ0487'OF THE NORTHEAST ONE OF A 2 POLE TELEGRAPH STRUCTURE.
 CZ0487'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CZ0487'THE MARK IS 1 M BELOW THE ROAD.
 CZ0487
 CZ0487                          STATION RECOVERY (1996)
 CZ0487
 CZ0487'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0296 ***********************************************************************
 DV0296  DESIGNATION -  D 285
 DV0296  PID         -  DV0296
 DV0296  STATE/COUNTY-  AZ/MARICOPA
 DV0296  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0296
 DV0296                         *CURRENT SURVEY CONTROL
 DV0296  ___________________________________________________________________
 DV0296* NAD 83(1986)-  33 00 07.     (N)    112 28 07.     (W)     SCALED    
 DV0296* NAVD 88     -       428.211  (meters)    1404.89   (feet)  ADJUSTED  
 DV0296  ___________________________________________________________________
 DV0296  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV0296  DYNAMIC HT  -         427.693 (meters)    1403.19  (feet)  COMP
 DV0296  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 DV0296
 DV0296  VERT ORDER  -  FIRST     CLASS II
 DV0296
 DV0296.The horizontal coordinates were scaled from a topographic map and have
 DV0296.an estimated accuracy of +/- 6 seconds.
 DV0296
 DV0296.The orthometric height was determined by differential leveling
 DV0296.and adjusted in June 1991.
 DV0296
 DV0296.The geoid height was determined by GEOID03.
 DV0296
 DV0296.The dynamic height is computed by dividing the NAVD 88
 DV0296.geopotential number by the normal gravity value computed on the
 DV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0296.degrees latitude (g = 980.6199 gals.).
 DV0296
 DV0296.The modeled gravity was interpolated from observed gravity values.
 DV0296
 DV0296;                    North         East    Units  Estimated Accuracy
 DV0296;SPC AZ C     -   222,100.      161,790.      MT  (+/- 180 meters Scaled)
 DV0296
 DV0296                          SUPERSEDED SURVEY CONTROL
 DV0296
 DV0296  NGVD 29 (??/??/92)  427.567  (m)         1402.78   (f) ADJ UNCH    1 2
 DV0296
 DV0296.Superseded values are not recommended for survey control.
 DV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0296.See file dsdata.txt to determine how the superseded data were derived.
 DV0296
 DV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB628524(NAD 83)
 DV0296_MARKER: DB = BENCH MARK DISK
 DV0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0296_SP_SET: ABUTMENT
 DV0296_STAMPING: D 285 1949
 DV0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0296+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0296
 DV0296  HISTORY     - Date     Condition        Report By
 DV0296  HISTORY     - 1949     MONUMENTED       CGS
 DV0296  HISTORY     - 1967     GOOD             NGS
 DV0296  HISTORY     - 1980     GOOD             NGS
 DV0296  HISTORY     - 1980     GOOD             NGS
 DV0296  HISTORY     - 19941202 GOOD             USPSQD
 DV0296  HISTORY     - 20070321 GOOD             GEOCAC
 DV0296
 DV0296                          STATION DESCRIPTION
 DV0296
 DV0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0296'12.5 MI W FROM MOBILE.
 DV0296'ABOUT 12.5 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0296'ELEMENTARY SCHOOL AT MOBILE, 0.3 MILE WEST OF MILEPOST 872, 2
 DV0296'TELEPHONE POLES EAST OF A CURVE IN THE TRACK, 18 FEET NORTH OF THE
 DV0296'NORTH RAIL OF THE TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST
 DV0296'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 6, 0.8 FOOT SOUTH OF A
 DV0296'WOODEN RAILING, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 DV0296
 DV0296                          STATION RECOVERY (1980)
 DV0296
 DV0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0296'NOTE--THE BRIDGE HAS BEEN TORN DOWN BUT THE ABUTMENT AND FOUNDATION
 DV0296'ARE STILL THERE AND THE MARK IS STABLE.
 DV0296
 DV0296                          STATION RECOVERY (1980)
 DV0296
 DV0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0296'NOTE--THE BRIDGE HAS BEEN TORN DOWN BUT THE ABUTMENT AND FOUNDATION
 DV0296'ARE STILL THERE AND THE MARK IS STABLE.
 DV0296
 DV0296                          STATION RECOVERY (1994)
 DV0296
 DV0296'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0296'RECOVERED IN GOOD CONDITION.
 DV0296
 DV0296                          STATION RECOVERY (2007)
 DV0296
 DV0296'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0688 ***********************************************************************
 ET0688  DESIGNATION -  D 286
 ET0688  PID         -  ET0688
 ET0688  STATE/COUNTY-  AZ/MOHAVE
 ET0688  USGS QUAD   -  SIGNAL (1990)
 ET0688
 ET0688                         *CURRENT SURVEY CONTROL
 ET0688  ___________________________________________________________________
 ET0688* NAD 83(1986)-  34 28 02.     (N)    113 40 50.     (W)     SCALED    
 ET0688* NAVD 88     -       573.997  (meters)    1883.19   (feet)  POSTED    
 ET0688  ___________________________________________________________________
 ET0688  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ET0688  DYNAMIC HT  -         573.330 (meters)    1881.00  (feet)  COMP
 ET0688  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 ET0688
 ET0688  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0688
 ET0688.The horizontal coordinates were scaled from a topographic map and have
 ET0688.an estimated accuracy of +/- 6 seconds.
 ET0688
 ET0688.The orthometric height was determined by differential leveling
 ET0688.and adjusted in November 2005.
 ET0688.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0688.rate of 0.0 thru 1.0 mm/km.
 ET0688
 ET0688.The geoid height was determined by GEOID03.
 ET0688
 ET0688.The dynamic height is computed by dividing the NAVD 88
 ET0688.geopotential number by the normal gravity value computed on the
 ET0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0688.degrees latitude (g = 980.6199 gals.).
 ET0688
 ET0688.The modeled gravity was interpolated from observed gravity values.
 ET0688
 ET0688;                    North         East    Units  Estimated Accuracy
 ET0688;SPC AZ W     -   384,490.      219,740.      MT  (+/- 180 meters Scaled)
 ET0688
 ET0688                          SUPERSEDED SURVEY CONTROL
 ET0688
 ET0688  NGVD 29 (??/??/92)  573.288  (m)         1880.86   (f) ADJ UNCH    1 2
 ET0688
 ET0688.Superseded values are not recommended for survey control.
 ET0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0688.See file dsdata.txt to determine how the superseded data were derived.
 ET0688
 ET0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD537172(NAD 83)
 ET0688_MARKER: DB = BENCH MARK DISK
 ET0688_SETTING: 66 = SET IN ROCK OUTCROP
 ET0688_SP_SET: GRANITE BOULDER
 ET0688_STAMPING: D 286 1950
 ET0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0688+STABILITY: POSITION/ELEVATION WELL
 ET0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0688+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0688
 ET0688  HISTORY     - Date     Condition        Report By
 ET0688  HISTORY     - 1950     MONUMENTED       CGS
 ET0688  HISTORY     - 20010122 GOOD             AZ-015
 ET0688
 ET0688                          STATION DESCRIPTION
 ET0688
 ET0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0688'3.0 MI SW FROM SIGNAL.
 ET0688'3.0 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0688'FROM THE CROSSROAD INTERSECTION AT SIGNAL, ON THE SOUTHEAST BANK OF
 ET0688'RUPLEY WASH, IN THE TOP OF THE NORTHWEST SIDE OF THE LOWER HALF OF A
 ET0688'SPLIT GRANITE BOULDER, 199 FEET SOUTH OF THE SOUTHEAST ONE OF TWIN
 ET0688'POWER LINE POLES, 73 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15
 ET0688'FEET SOUTHEAST OF A 20-INCH CATCLAW TREE, ABOUT 3 FEET HIGHER THAN THE
 ET0688'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0688
 ET0688                          STATION RECOVERY (2001)
 ET0688
 ET0688'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0734 ***********************************************************************
 ET0734  DESIGNATION -  D 287
 ET0734  PID         -  ET0734
 ET0734  STATE/COUNTY-  AZ/MOHAVE
 ET0734  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0734
 ET0734                         *CURRENT SURVEY CONTROL
 ET0734  ___________________________________________________________________
 ET0734* NAD 83(1986)-  34 37 21.     (N)    113 30 57.     (W)     SCALED    
 ET0734* NAVD 88     -       702.938  (meters)    2306.22   (feet)  POSTED    
 ET0734  ___________________________________________________________________
 ET0734  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 ET0734  DYNAMIC HT  -         702.110 (meters)    2303.51  (feet)  COMP
 ET0734  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 ET0734
 ET0734  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0734
 ET0734.The horizontal coordinates were scaled from a topographic map and have
 ET0734.an estimated accuracy of +/- 6 seconds.
 ET0734
 ET0734.The orthometric height was determined by differential leveling
 ET0734.and adjusted in November 2005.
 ET0734.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0734.rate of 2.1 thru 3.0 mm/km.
 ET0734
 ET0734.The geoid height was determined by GEOID03.
 ET0734
 ET0734.The dynamic height is computed by dividing the NAVD 88
 ET0734.geopotential number by the normal gravity value computed on the
 ET0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0734.degrees latitude (g = 980.6199 gals.).
 ET0734
 ET0734.The modeled gravity was interpolated from observed gravity values.
 ET0734
 ET0734;                    North         East    Units  Estimated Accuracy
 ET0734;SPC AZ W     -   401,740.      234,830.      MT  (+/- 180 meters Scaled)
 ET0734
 ET0734                          SUPERSEDED SURVEY CONTROL
 ET0734
 ET0734  NGVD 29 (??/??/92)  702.219  (m)         2303.86   (f) ADJ UNCH    1 2
 ET0734
 ET0734.Superseded values are not recommended for survey control.
 ET0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0734.See file dsdata.txt to determine how the superseded data were derived.
 ET0734
 ET0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD693340(NAD 83)
 ET0734_MARKER: DB = BENCH MARK DISK
 ET0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0734_STAMPING: D 287 1950
 ET0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0734+STABILITY: SURFACE MOTION
 ET0734
 ET0734  HISTORY     - Date     Condition        Report By
 ET0734  HISTORY     - 1950     MONUMENTED       CGS
 ET0734
 ET0734                          STATION DESCRIPTION
 ET0734
 ET0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0734'8.7 MI S FROM WIKIEUP.
 ET0734'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0734'WIKIEUP, THENCE 1.3 MILES EAST ALONG A COUNTY DIRT ROAD, 0.6 MILE
 ET0734'NORTHWEST OF A CATTLE GUARD, 106 FEET WEST OF THE FOOT OF A GRADE, 66
 ET0734'FEET NORTHWEST OF AND ACROSS THE ROAD FROM AN 8-INCH SAGUARO CACTUS,
 ET0734'24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A
 ET0734'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 ET0734'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0465 ***********************************************************************
 ET0465  DESIGNATION -  D 288
 ET0465  PID         -  ET0465
 ET0465  STATE/COUNTY-  AZ/YAVAPAI
 ET0465  USGS QUAD   -  IRON SPRINGS (1979)
 ET0465
 ET0465                         *CURRENT SURVEY CONTROL
 ET0465  ___________________________________________________________________
 ET0465* NAD 83(1986)-  34 34 57.     (N)    112 33 04.     (W)     SCALED    
 ET0465* NAVD 88     -      1819.164  (meters)    5968.37   (feet)  POSTED    
 ET0465  ___________________________________________________________________
 ET0465  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0465  DYNAMIC HT  -        1816.660 (meters)    5960.16  (feet)  COMP
 ET0465  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 ET0465
 ET0465  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0465
 ET0465.The horizontal coordinates were scaled from a topographic map and have
 ET0465.an estimated accuracy of +/- 6 seconds.
 ET0465
 ET0465.The orthometric height was determined by differential leveling
 ET0465.and adjusted in November 2005.
 ET0465.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0465.rate of 2.1 thru 3.0 mm/km.
 ET0465
 ET0465.The geoid height was determined by GEOID03.
 ET0465
 ET0465.The dynamic height is computed by dividing the NAVD 88
 ET0465.geopotential number by the normal gravity value computed on the
 ET0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0465.degrees latitude (g = 980.6199 gals.).
 ET0465
 ET0465.The modeled gravity was interpolated from observed gravity values.
 ET0465
 ET0465;                    North         East    Units  Estimated Accuracy
 ET0465;SPC AZ C     -   397,450.      155,160.      MT  (+/- 180 meters Scaled)
 ET0465
 ET0465                          SUPERSEDED SURVEY CONTROL
 ET0465
 ET0465  NGVD 29 (??/??/92) 1818.290  (m)         5965.51   (f) ADJ UNCH    1 2
 ET0465
 ET0465.Superseded values are not recommended for survey control.
 ET0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0465.See file dsdata.txt to determine how the superseded data were derived.
 ET0465
 ET0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD577278(NAD 83)
 ET0465_MARKER: DB = BENCH MARK DISK
 ET0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0465_STAMPING: D 288 1950
 ET0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0465+STABILITY: SURFACE MOTION
 ET0465
 ET0465  HISTORY     - Date     Condition        Report By
 ET0465  HISTORY     - 1950     MONUMENTED       CGS
 ET0465  HISTORY     - 1974     GOOD             USGS
 ET0465  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0465  HISTORY     - 20031111 MARK NOT FOUND   NGS
 ET0465
 ET0465                          STATION DESCRIPTION
 ET0465
 ET0465'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0465'2.6 MI E FROM IRON SPRINGS.
 ET0465'2.6 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0465'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, NEAR THE WEST END OF
 ET0465'A DIRT CUT, 40 FT NORTHWEST OF THE SOUTHWEST CORNER OF A FORMER MOTOR
 ET0465'SCOOTER DERAILING PLATFORM, 30 FT. NORTH OF RR GRADE, SET IN TOP OF A
 ET0465'CONCRETE POST PROJECTING 0.5 FT. AND 2.5 FT BELOW RR GRADE.
 ET0465
 ET0465                          STATION RECOVERY (1997)
 ET0465
 ET0465'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0465'MARK NOT FOUND.
 ET0465
 ET0465                          STATION RECOVERY (2003)
 ET0465
 ET0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0465'RR AND PLATFORM HAVE BEEN REMOVED AND AREA HAS HEAVY BRUSH COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0594 ***********************************************************************
 ET0594  DESIGNATION -  D 289
 ET0594  PID         -  ET0594
 ET0594  STATE/COUNTY-  AZ/YAVAPAI
 ET0594  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0594
 ET0594                         *CURRENT SURVEY CONTROL
 ET0594  ___________________________________________________________________
 ET0594* NAD 83(1986)-  34 30 11.     (N)    113 18 00.     (W)     SCALED    
 ET0594* NAVD 88     -       996.928  (meters)    3270.75   (feet)  POSTED    
 ET0594  ___________________________________________________________________
 ET0594  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0594  DYNAMIC HT  -         995.710 (meters)    3266.76  (feet)  COMP
 ET0594  MODELED GRAV-     979,382.6   (mgal)                       NAVD 88
 ET0594
 ET0594  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0594
 ET0594.The horizontal coordinates were scaled from a topographic map and have
 ET0594.an estimated accuracy of +/- 6 seconds.
 ET0594
 ET0594.The orthometric height was determined by differential leveling
 ET0594.and adjusted in November 2005.
 ET0594
 ET0594.The geoid height was determined by GEOID03.
 ET0594
 ET0594.The dynamic height is computed by dividing the NAVD 88
 ET0594.geopotential number by the normal gravity value computed on the
 ET0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0594.degrees latitude (g = 980.6199 gals.).
 ET0594
 ET0594.The modeled gravity was interpolated from observed gravity values.
 ET0594
 ET0594;                    North         East    Units  Estimated Accuracy
 ET0594;SPC AZ C     -   389,320.       86,330.      MT  (+/- 180 meters Scaled)
 ET0594
 ET0594                          SUPERSEDED SURVEY CONTROL
 ET0594
 ET0594  NGVD 29 (??/??/92)  996.203  (m)         3268.38   (f) ADJ UNCH    1 2
 ET0594
 ET0594.Superseded values are not recommended for survey control.
 ET0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0594.See file dsdata.txt to determine how the superseded data were derived.
 ET0594
 ET0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD888203(NAD 83)
 ET0594_MARKER: DB = BENCH MARK DISK
 ET0594_SETTING: 80 = SET IN A BOULDER
 ET0594_SP_SET: GRANITE BOULDER
 ET0594_STAMPING: D 289 1950
 ET0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0594+STABILITY: SURFACE MOTION
 ET0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0594+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0594
 ET0594  HISTORY     - Date     Condition        Report By
 ET0594  HISTORY     - 1950     MONUMENTED       CGS
 ET0594  HISTORY     - 20081130 GOOD             GEOCAC
 ET0594
 ET0594                          STATION DESCRIPTION
 ET0594
 ET0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0594'21.5 MI SW FROM BAGDAD.
 ET0594'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0594'AT BAGDAD, THENCE 14.7 MILES WEST ALONG A COUNTY DIRT ROAD, ON THE
 ET0594'INSIDE OF A CURVE, IN THE TOP OF THE WEST END OF A GRANITE BOULDER, 16
 ET0594'FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.6 FEET SOUTH OF A LARGER
 ET0594'MORE PROMINENT GRANITE BOULDER, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 ET0594'MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0594
 ET0594                          STATION RECOVERY (2008)
 ET0594
 ET0594'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0594'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0594'THE DESCRIPTION - THE PAINTED BM WAS NOT FOUND. HANDHELD COORDINATES
 ET0594'34 30 11.5 (N)   113 17 59.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0288 ***********************************************************************
 ES0288  DESIGNATION -  D 29
 ES0288  PID         -  ES0288
 ES0288  STATE/COUNTY-  AZ/GILA
 ES0288  USGS QUAD   -  PAYSON NORTH (1973)
 ES0288
 ES0288                         *CURRENT SURVEY CONTROL
 ES0288  ___________________________________________________________________
 ES0288* NAD 83(1986)-  34 17 19.     (N)    111 20 37.     (W)     SCALED    
 ES0288* NAVD 88     -      1482.427  (meters)    4863.60   (feet)  ADJUSTED  
 ES0288  ___________________________________________________________________
 ES0288  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 ES0288  DYNAMIC HT  -        1480.400 (meters)    4856.95  (feet)  COMP
 ES0288  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 ES0288
 ES0288  VERT ORDER  -  FIRST     CLASS II
 ES0288
 ES0288.The horizontal coordinates were scaled from a topographic map and have
 ES0288.an estimated accuracy of +/- 6 seconds.
 ES0288
 ES0288.The orthometric height was determined by differential leveling
 ES0288.and adjusted in June 1991.
 ES0288
 ES0288.The geoid height was determined by GEOID03.
 ES0288
 ES0288.The dynamic height is computed by dividing the NAVD 88
 ES0288.geopotential number by the normal gravity value computed on the
 ES0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0288.degrees latitude (g = 980.6199 gals.).
 ES0288
 ES0288.The modeled gravity was interpolated from observed gravity values.
 ES0288
 ES0288;                    North         East    Units  Estimated Accuracy
 ES0288;SPC AZ E     -   365,290.      105,010.      MT  (+/- 180 meters Scaled)
 ES0288
 ES0288                          SUPERSEDED SURVEY CONTROL
 ES0288
 ES0288.No superseded survey control is available for this station.
 ES0288
 ES0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC683942(NAD 83)
 ES0288_MARKER: DB = BENCH MARK DISK
 ES0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0288_STAMPING: 4861.175 D 29 1933
 ES0288_MARK LOGO: CGS   
 ES0288_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0288+STABILITY: SURFACE MOTION
 ES0288
 ES0288  HISTORY     - Date     Condition        Report By
 ES0288  HISTORY     - 1933     MONUMENTED       CGS
 ES0288  HISTORY     - 1973     GOOD             USGS
 ES0288  HISTORY     - 1982     GOOD             NGS
 ES0288  HISTORY     - 20080608 GOOD             GEOCAC
 ES0288
 ES0288                          STATION DESCRIPTION
 ES0288
 ES0288'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0288'5.3 MI NW FROM PAYSON.
 ES0288'FROM THE POST OFFICE IN PAYSON, 0.6 MI. EAST ON MAIN STREET.  THENCE
 ES0288'NORTH ON STATE HIGHWAY 57 FOR 4.7 MILES TO TOP OF GRADE, 140 FEET
 ES0288'SOUTHWEST OF THE HIGHWAY.  A STANDARD DISK STAMPED 4861.175 D 29 1933
 ES0288'AND SET IN A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 ES0288
 ES0288                          STATION RECOVERY (1982)
 ES0288
 ES0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0288'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0288'7.4 KM (4.6 MI) NORTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0288'PAYSON, AT A TURN OUT AND A ROAD LEADING SOUTHWEST TO MINE AND AT THE
 ES0288'SUMMIT OF A GRADE, 7.3 METERS (24 FT) SOUTHEAST OF THE CENTER OF MINE
 ES0288'ROAD, 45.7 METERS (150 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.6
 ES0288'METERS (48 FT) SOUTHWEST OF THE SOUTH END OF A GATE.
 ES0288'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0288'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 ES0288
 ES0288                          STATION RECOVERY (2008)
 ES0288
 ES0288'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0288'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ES0288'17.319' W111 20.629'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0367 ***********************************************************************
 ET0367  DESIGNATION -  D 290
 ET0367  PID         -  ET0367
 ET0367  STATE/COUNTY-  AZ/YAVAPAI
 ET0367  USGS QUAD   -  HILLSIDE (1969)
 ET0367
 ET0367                         *CURRENT SURVEY CONTROL
 ET0367  ___________________________________________________________________
 ET0367* NAD 83(1986)-  34 26 45.     (N)    112 57 26.     (W)     SCALED    
 ET0367* NAVD 88     -      1170.220  (meters)    3839.30   (feet)  POSTED    
 ET0367  ___________________________________________________________________
 ET0367  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 ET0367  DYNAMIC HT  -        1168.750 (meters)    3834.47  (feet)  COMP
 ET0367  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 ET0367
 ET0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0367
 ET0367.The horizontal coordinates were scaled from a topographic map and have
 ET0367.an estimated accuracy of +/- 6 seconds.
 ET0367
 ET0367.The orthometric height was determined by differential leveling
 ET0367.and adjusted in November 2005.
 ET0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0367.rate of 0.0 thru 1.0 mm/km.
 ET0367
 ET0367.The geoid height was determined by GEOID03.
 ET0367
 ET0367.The dynamic height is computed by dividing the NAVD 88
 ET0367.geopotential number by the normal gravity value computed on the
 ET0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0367.degrees latitude (g = 980.6199 gals.).
 ET0367
 ET0367.The modeled gravity was interpolated from observed gravity values.
 ET0367
 ET0367;                    North         East    Units  Estimated Accuracy
 ET0367;SPC AZ C     -   382,600.      117,740.      MT  (+/- 180 meters Scaled)
 ET0367
 ET0367                          SUPERSEDED SURVEY CONTROL
 ET0367
 ET0367  NGVD 29 (??/??/92) 1169.478  (m)         3836.86   (f) ADJ UNCH    1 2
 ET0367
 ET0367.Superseded values are not recommended for survey control.
 ET0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0367.See file dsdata.txt to determine how the superseded data were derived.
 ET0367
 ET0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD201133(NAD 83)
 ET0367_MARKER: DB = BENCH MARK DISK
 ET0367_SETTING: 66 = SET IN ROCK OUTCROP
 ET0367_SP_SET: GRANITE OUTCROP
 ET0367_STAMPING: D 290 1950
 ET0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0367+STABILITY: POSITION/ELEVATION WELL
 ET0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0367+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0367
 ET0367  HISTORY     - Date     Condition        Report By
 ET0367  HISTORY     - 1950     MONUMENTED       CGS
 ET0367  HISTORY     - 20080803 GOOD             GEOCAC
 ET0367
 ET0367                          STATION DESCRIPTION
 ET0367
 ET0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0367'3.6 MI NW FROM HILLSIDE.
 ET0367'3.6 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0367'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 0.2 MILE EAST OF AN
 ET0367'OLD ABANDONED DIRT ROAD CROSSING, ALONG THE SOUTH EDGE OF A ROCKY
 ET0367'RIDGE, IN THE TOP OF A DECOMPOSED GRANITE OUTCROP, 57 FEET NORTH OF
 ET0367'THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET HIGHER THAN THE HIGHWAY,
 ET0367'AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0367
 ET0367                          STATION RECOVERY (2008)
 ET0367
 ET0367'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0367'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0367'26.744' W112 57.407'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0733 ***********************************************************************
 CZ0733  DESIGNATION -  D 291
 CZ0733  PID         -  CZ0733
 CZ0733  STATE/COUNTY-  AZ/PIMA
 CZ0733  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0733
 CZ0733                         *CURRENT SURVEY CONTROL
 CZ0733  ___________________________________________________________________
 CZ0733* NAD 83(1986)-  32 12 57.     (N)    111 07 48.     (W)     SCALED    
 CZ0733* NAVD 88     -       806.60   (+/-2cm)    2646.3    (feet)  VERTCON   
 CZ0733  ___________________________________________________________________
 CZ0733  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0733
 CZ0733.The horizontal coordinates were scaled from a topographic map and have
 CZ0733.an estimated accuracy of +/- 6 seconds.
 CZ0733
 CZ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0733.The vertical order pertains to the NGVD 29 superseded value.
 CZ0733
 CZ0733.The geoid height was determined by GEOID03.
 CZ0733
 CZ0733;                    North         East    Units  Estimated Accuracy
 CZ0733;SPC AZ C     -   135,070.      287,510.      MT  (+/- 180 meters Scaled)
 CZ0733
 CZ0733                          SUPERSEDED SURVEY CONTROL
 CZ0733
 CZ0733  NGVD 29 (??/??/92)  805.907  (m)         2644.05   (f) ADJ UNCH    2 0
 CZ0733
 CZ0733.Superseded values are not recommended for survey control.
 CZ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0733.See file dsdata.txt to determine how the superseded data were derived.
 CZ0733
 CZ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA877643(NAD 83)
 CZ0733_MARKER: DB = BENCH MARK DISK
 CZ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0733_STAMPING: D 291 1951
 CZ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0733+STABILITY: SURFACE MOTION
 CZ0733
 CZ0733  HISTORY     - Date     Condition        Report By
 CZ0733  HISTORY     - 1951     MONUMENTED       CGS
 CZ0733  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0733  HISTORY     - 20010930 GOOD             INDIV
 CZ0733
 CZ0733                          STATION DESCRIPTION
 CZ0733
 CZ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0733'11.1 MI W FROM TUCSON.
 CZ0733'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0733'HIGHWAY 86 (AJO-TUCSON), THENCE 4.9 MILES NORTHWEST ALONG THE KINNEY
 CZ0733'ROAD, 0.15 MILE SOUTHEAST OF THE ENTRANCE TO OLD TUCSON ON THE
 CZ0733'NORTHWEST BANK OF A LARGE WASH, 154 FEET NORTHEAST OF THE CENTER LINE
 CZ0733'OF THE ROAD, 3.2 FEET SOUTHEAST OF A WITNESS POST, 1.7 FEET SOUTHWEST
 CZ0733'OF A WIRE FENCE, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 CZ0733'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0733
 CZ0733                          STATION RECOVERY (1995)
 CZ0733
 CZ0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0733'MARK NOT FOUND.
 CZ0733
 CZ0733                          STATION RECOVERY (2001)
 CZ0733
 CZ0733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0733'SITE DESCRIPTION OUT OF DATE.  MARKER ALONG SE EDGE OF MAIN PARKING
 CZ0733'LOT FOR OLD TUCSON.  44 FT SW OF WASH CROSSING, 245 FT AT 159 DEG FROM
 CZ0733'MAIN ENTRANCE TO OLD TUCSON.  410 FT AT 089 DEG. FROM MAIN PARKING LOT
 CZ0733'ENTRANCE OFF KINNEY ROAD.  MEAS GPS COORDS, N32 12 57.4, W111 07 48.9,
 CZ0733'ELEV 2653 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0406 ***********************************************************************
 CZ0406  DESIGNATION -  D 292
 CZ0406  PID         -  CZ0406
 CZ0406  STATE/COUNTY-  AZ/PINAL
 CZ0406  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0406
 CZ0406                         *CURRENT SURVEY CONTROL
 CZ0406  ___________________________________________________________________
 CZ0406* NAD 83(1986)-  32 30 27.     (N)    111 29 07.     (W)     SCALED    
 CZ0406* NAVD 88     -       612.16   (+/-2cm)    2008.4    (feet)  VERTCON   
 CZ0406  ___________________________________________________________________
 CZ0406  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0406
 CZ0406.The horizontal coordinates were scaled from a topographic map and have
 CZ0406.an estimated accuracy of +/- 6 seconds.
 CZ0406
 CZ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0406.The vertical order pertains to the NGVD 29 superseded value.
 CZ0406
 CZ0406.The geoid height was determined by GEOID03.
 CZ0406
 CZ0406;                    North         East    Units  Estimated Accuracy
 CZ0406;SPC AZ C     -   167,220.      253,890.      MT  (+/- 180 meters Scaled)
 CZ0406
 CZ0406                          SUPERSEDED SURVEY CONTROL
 CZ0406
 CZ0406  NGVD 29 (??/??/92)  611.637  (m)         2006.68   (f) ADJ UNCH    2 0
 CZ0406
 CZ0406.Superseded values are not recommended for survey control.
 CZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0406.See file dsdata.txt to determine how the superseded data were derived.
 CZ0406
 CZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA544967(NAD 83)
 CZ0406_MARKER: DB = BENCH MARK DISK
 CZ0406_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0406_SP_SET: GRANITE OUTCROP
 CZ0406_STAMPING: D 292 1951
 CZ0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0406+STABILITY: POSITION/ELEVATION WELL
 CZ0406
 CZ0406  HISTORY     - Date     Condition        Report By
 CZ0406  HISTORY     - 1951     MONUMENTED       CGS
 CZ0406  HISTORY     - 1977     GOOD             USGS
 CZ0406
 CZ0406                          STATION DESCRIPTION
 CZ0406
 CZ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0406'10.8 MI W FROM RED ROCK.
 CZ0406'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0406'RAILROAD STATION AT RED ROCK, THENCE 10.6 MILES WEST AND SOUTHWEST
 CZ0406'ALONG A GRADED ROAD, ABOUT 205 YARDS SOUTH ALONG A SANDY 25 FEET WIDE
 CZ0406'WASH FROM A POINT WHERE WASH CROSSES THE ROAD, ON THE SLOPE OF A
 CZ0406'GRANITE COVERED HILL, IN THE TOP OF A 3 BY 4 FEET GRANITE OUTCROP
 CZ0406'PROJECTING 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 325 FEET SOUTHEAST
 CZ0406'OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTHEAST OF THE APPROXIMATE
 CZ0406'CENTER OF THE WASH, AND ABOUT LEVEL WITH THE ROAD.
 CZ0406
 CZ0406                          STATION RECOVERY (1977)
 CZ0406
 CZ0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0406'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0406'STATION AT RED ROCK, THENCE 10.6 MI SW. ALONG SASCO RD. 600 FT SW. OF
 CZ0406'WASH CROSSING RD., 300 FT SE. OF CENTERLINE OF RD., AT NORTH END OF
 CZ0406'POINT OF RIDGE, 50 FT SE. OF WASH. IN TOP OF 3 X 4-FT GRANITE OUTCROP
 CZ0406'PROJECTING 1.5 FT, ABOUT LEVEL WITH RD. NGS DISK STAMPED D 292 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0586 ***********************************************************************
 CZ0586  DESIGNATION -  D 294
 CZ0586  PID         -  CZ0586
 CZ0586  STATE/COUNTY-  AZ/PIMA
 CZ0586  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0586
 CZ0586                         *CURRENT SURVEY CONTROL
 CZ0586  ___________________________________________________________________
 CZ0586* NAD 83(1986)-  32 29 23.     (N)    111 20 18.     (W)     SCALED    
 CZ0586* NAVD 88     -       573.30   (+/-2cm)    1880.9    (feet)  VERTCON   
 CZ0586  ___________________________________________________________________
 CZ0586  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0586
 CZ0586.The horizontal coordinates were scaled from a topographic map and have
 CZ0586.an estimated accuracy of +/- 6 seconds.
 CZ0586
 CZ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0586.The vertical order pertains to the NGVD 29 superseded value.
 CZ0586
 CZ0586.The geoid height was determined by GEOID03.
 CZ0586
 CZ0586;                    North         East    Units  Estimated Accuracy
 CZ0586;SPC AZ C     -   165,320.      267,710.      MT  (+/- 180 meters Scaled)
 CZ0586
 CZ0586                          SUPERSEDED SURVEY CONTROL
 CZ0586
 CZ0586  NGVD 29 (??/??/92)  572.817  (m)         1879.32   (f) ADJ UNCH    2 0
 CZ0586
 CZ0586.Superseded values are not recommended for survey control.
 CZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0586.See file dsdata.txt to determine how the superseded data were derived.
 CZ0586
 CZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA682947(NAD 83)
 CZ0586_MARKER: DB = BENCH MARK DISK
 CZ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0586_STAMPING: D 294 1951
 CZ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0586+STABILITY: SURFACE MOTION
 CZ0586
 CZ0586  HISTORY     - Date     Condition        Report By
 CZ0586  HISTORY     - 1951     MONUMENTED       CGS
 CZ0586  HISTORY     - 1985     MARK NOT FOUND   USGS
 CZ0586
 CZ0586                          STATION DESCRIPTION
 CZ0586
 CZ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0586'5.35 MI W FROM MARANA AIR BASE.
 CZ0586'0.1 MILE NORTHEAST ALONG THE STREET FROM THE NORTHWEST SIDE OF THE
 CZ0586'CONTROL TOWER AT MARANA AIRPORT TO AN INTERSECTION, THENCE 1.9 MILES
 CZ0586'NORTHWEST AND WEST ALONG THE STREET LEADING TO THE SEWAGE DISPOSAL
 CZ0586'PLANT AND A LOCKED GATE ON THE SOUTH SIDE OF THE PLANT, GO THRU THE
 CZ0586'GATE 0.1 MILE TO A ROAD LEADING SOUTH, THENCE 1.45 MILES SOUTH AND
 CZ0586'WEST TO A T JUNCTION THENCE 1.05 MILE SOUTHEAST TO A WOODEN GATE, THRU
 CZ0586'WOODEN GATE 0.75 MILE SOUTH, AND ABOUT 0.1 MILE SOUTH OF THE CENTER OF
 CZ0586'THE COTTON GROWERS CAMP, 22 1/2 FEET WEST OF THE CENTER LINE OF THE
 CZ0586'ROAD, 2.6 FEET NORTH OF A POWER LINE POLE, 0.9 FOOT EAST OF A
 CZ0586'NORTH-SOUTH FENCE LINE, 2.5 FEET SOUTH OF THE WITNESS POST, AND ABOUT
 CZ0586'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0586'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0586
 CZ0586                          STATION RECOVERY (1985)
 CZ0586
 CZ0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 CZ0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0718 ***********************************************************************
 CZ0718  DESIGNATION -  D 295
 CZ0718  PID         -  CZ0718
 CZ0718  STATE/COUNTY-  AZ/PIMA
 CZ0718  USGS QUAD   -  AVRA (1992)
 CZ0718
 CZ0718                         *CURRENT SURVEY CONTROL
 CZ0718  ___________________________________________________________________
 CZ0718* NAD 83(1986)-  32 17 40.     (N)    111 11 42.     (W)     SCALED    
 CZ0718* NAVD 88     -       782.07   (+/-2cm)    2565.8    (feet)  VERTCON   
 CZ0718  ___________________________________________________________________
 CZ0718  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0718
 CZ0718.The horizontal coordinates were scaled from a topographic map and have
 CZ0718.an estimated accuracy of +/- 6 seconds.
 CZ0718
 CZ0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0718.The vertical order pertains to the NGVD 29 superseded value.
 CZ0718
 CZ0718.The geoid height was determined by GEOID03.
 CZ0718
 CZ0718;                    North         East    Units  Estimated Accuracy
 CZ0718;SPC AZ C     -   143,740.      281,330.      MT  (+/- 180 meters Scaled)
 CZ0718
 CZ0718                          SUPERSEDED SURVEY CONTROL
 CZ0718
 CZ0718  NGVD 29 (??/??/92)  781.411  (m)         2563.68   (f) ADJ UNCH    2 0
 CZ0718
 CZ0718.Superseded values are not recommended for survey control.
 CZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0718.See file dsdata.txt to determine how the superseded data were derived.
 CZ0718
 CZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA816730(NAD 83)
 CZ0718_MARKER: DB = BENCH MARK DISK
 CZ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0718_STAMPING: D 295 1951
 CZ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0718+STABILITY: SURFACE MOTION
 CZ0718
 CZ0718  HISTORY     - Date     Condition        Report By
 CZ0718  HISTORY     - 1951     MONUMENTED       CGS
 CZ0718  HISTORY     - 1967     GOOD             USGS
 CZ0718
 CZ0718                          STATION DESCRIPTION
 CZ0718
 CZ0718'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0718'10.3 MI SW FROM CORTARO.
 CZ0718'1.75 MILES SOUTHWEST ALONG CORTARO ROAD, FROM POST OFFICE AT CORTARO,
 CZ0718'THENCE 7.05 MILES SOUTHWEST ALONG KINNEY ROAD, THEN 1.5 MILES
 CZ0718'NORTHWEST ALONG AN ABANDONED ROAD, 30 FEET NORTH OF THE CENTERLINE OF
 CZ0718'ROAD, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CZ0718'POST PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0814 ***********************************************************************
 CZ0814  DESIGNATION -  D 296
 CZ0814  PID         -  CZ0814
 CZ0814  STATE/COUNTY-  AZ/PIMA
 CZ0814  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0814
 CZ0814                         *CURRENT SURVEY CONTROL
 CZ0814  ___________________________________________________________________
 CZ0814* NAD 83(2007)-  32 07 46.89525(N)    111 10 59.94235(W)     ADJUSTED  
 CZ0814* NAVD 88     -       739.86   (+/-2cm)    2427.4    (feet)  VERTCON   
 CZ0814  ___________________________________________________________________
 CZ0814  EPOCH DATE  -        2007.00
 CZ0814  X           -  -1,953,845.115 (meters)                     COMP
 CZ0814  Y           -  -5,041,666.984 (meters)                     COMP
 CZ0814  Z           -   3,372,996.560 (meters)                     COMP
 CZ0814  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CZ0814  ELLIP HEIGHT-         710.065 (meters)          (02/10/07) ADJUSTED
 CZ0814  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0814
 CZ0814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0814  Type    PID    Designation                      North   East  Ellip
 CZ0814  -------------------------------------------------------------------
 CZ0814  NETWORK CZ0814 D 296                             0.73   0.88   2.96
 CZ0814  -------------------------------------------------------------------
 CZ0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0814
 CZ0814.The horizontal coordinates were established by GPS observations
 CZ0814.and adjusted by the National Geodetic Survey in February 2007.
 CZ0814
 CZ0814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0814.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0814.The epoch date for horizontal control is a decimal equivalence
 CZ0814.of Year/Month/Day.
 CZ0814
 CZ0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0814.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0814.derived orthometric height which differed from the leveled height by
 CZ0814.more than one decimeter (0.1 meter).
 CZ0814.The vertical order pertains to the NGVD 29 superseded value.
 CZ0814
 CZ0814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0814
 CZ0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0814
 CZ0814.The ellipsoidal height was determined by GPS observations
 CZ0814.and is referenced to NAD 83.
 CZ0814
 CZ0814.The geoid height was determined by GEOID03.
 CZ0814
 CZ0814;                    North         East     Units Scale Factor Converg.
 CZ0814;SPC AZ C     -   125,482.500   282,552.671   MT  0.99995902   +0 23 24.1
 CZ0814;SPC AZ C     -   411,687.99    927,010.08   iFT  0.99995902   +0 23 24.1
 CZ0814;UTM  12      - 3,554,826.056   482,709.104   MT  0.99960369   -0 05 51.0
 CZ0814
 CZ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0814!SPC AZ C     -   0.99988852  x   0.99995902  =   0.99984755
 CZ0814!UTM  12      -   0.99988852  x   0.99960369  =   0.99949226
 CZ0814
 CZ0814                          SUPERSEDED SURVEY CONTROL
 CZ0814
 CZ0814  ELLIP H (06/11/02)  710.098  (m)                       GP(       ) 4 2
 CZ0814  NAD 83(1992)-  32 07 46.89350(N)    111 10 59.94071(W) AD(       ) 1
 CZ0814  ELLIP H (08/23/93)  710.175  (m)                       GP(       ) 4 2
 CZ0814  NAD 83(1986)-  32 07 46.88850(N)    111 10 59.94009(W) AD(       ) 1
 CZ0814  NGVD 29 (??/??/92)  739.175  (m)         2425.11   (f) ADJ UNCH    2 0
 CZ0814
 CZ0814.Superseded values are not recommended for survey control.
 CZ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0814.See file dsdata.txt to determine how the superseded data were derived.
 CZ0814
 CZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8270954826(NAD 83)
 CZ0814_MARKER: DB = BENCH MARK DISK
 CZ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0814_STAMPING: D 296 1951
 CZ0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0814+STABILITY: SURFACE MOTION
 CZ0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0814+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ0814
 CZ0814  HISTORY     - Date     Condition        Report By
 CZ0814  HISTORY     - 1951     MONUMENTED       CGS
 CZ0814  HISTORY     - 1979     GOOD             LOCSUR
 CZ0814  HISTORY     - 1987     GOOD             NGS
 CZ0814  HISTORY     - 19950107 GOOD             USPSQD
 CZ0814  HISTORY     - 19990130 GOOD             USPSQD
 CZ0814  HISTORY     - 20020407 MARK NOT FOUND   USPSQD
 CZ0814
 CZ0814                          STATION DESCRIPTION
 CZ0814
 CZ0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0814'13.6 MI SW FROM TUCSON.
 CZ0814'13.6 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0814'STATE HIGHWAY 86, 0.9 MILE SOUTHWEST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0814'AIRPORT, AT A T JUNCTION OF A ROAD LEADING NORTH, 50 FEET SOUTHEAST OF
 CZ0814'THE CENTER OF A T JUNCTION OF A SANDY DIRT ROAD LEADING NORTH, 47 FEET
 CZ0814'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 86, 52.9 FEET NORTHWEST OF A
 CZ0814'FENCE, 18.7 FEET NORTHEAST OF A TELEPHONE POLE NUMBER 1185, 2.2 FEET
 CZ0814'NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 CZ0814'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 CZ0814'GROUND.
 CZ0814
 CZ0814                          STATION RECOVERY (1979)
 CZ0814
 CZ0814'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0814'RECOVERED IN GOOD CONDITION.
 CZ0814
 CZ0814                          STATION RECOVERY (1987)
 CZ0814
 CZ0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0814'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0814'IN GOOD CONDITION.
 CZ0814'
 CZ0814'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 CZ0814'WEST-SOUTHWEST OF SOUTH TUCSON AND
 CZ0814'13.7 KM (8.5 MI) NORTHEAST OF THREE POINTS.
 CZ0814'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0814'
 CZ0814'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ0814'STATE HIGHWAY 86 (AJO WAY) WHICH IS ABOUT 3.2 KM (2 MI) SOUTH OF
 CZ0814'SOUTH TUCSON, GO SOUTHWEST FOR 18.5 KM (11.5 MI) ON HIGHWAY 86 TO
 CZ0814'THE MAIN ENTRANCE TO RYAN AIRPORT ON THE RIGHT.
 CZ0814'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CZ0814'1.4 KM (0.85 MI) ON HIGHWAY 86 TO A PAVED ROAD RIGHT LEADING
 CZ0814'NORTHERLY TO THE PIMA COUNTY WESTERN TRANSFER STATION AND THE
 CZ0814'STATION ON THE LEFT, ABOUT 0.1 KM (0.05 MI) SOUTHWEST OF HIGHWAY
 CZ0814'MILEPOST 159.
 CZ0814'
 CZ0814'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0814'STAMPED---D 296 1951---,
 CZ0814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ0814'30 CM IN DIAMETER PROJECTING 23 CM ABOVE GROUND.  LOCATED
 CZ0814'35.43 METERS (116.25 FT) NORTH-NORTHEAST FROM A POWERLINE POLE,
 CZ0814'26.39 METERS (86.58 FT) NORTH-NORTHEAST FROM A CEMENT FILLED PIPE
 CZ0814'10 CM IN DIAMETER,
 CZ0814'16.23 METERS (53.25 FT) NORTHWEST FROM THE RIGHT-OF-WAY FENCE LINE,
 CZ0814'14.33 METERS (47.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 CZ0814'HIGHWAY 86 AND
 CZ0814'0.67 METERS (2.0 FT) NORTHEAST FROM A METAL WITNESS POST.
 CZ0814'
 CZ0814'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0814'
 CZ0814'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0814'
 CZ0814'DESCRIBED BY R.W. MCALLISTER.
 CZ0814
 CZ0814                          STATION RECOVERY (1995)
 CZ0814
 CZ0814'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0814'RECOVERED IN GOOD CONDITION.
 CZ0814
 CZ0814                          STATION RECOVERY (1999)
 CZ0814
 CZ0814'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0814'RECOVERED IN GOOD CONDITION.
 CZ0814
 CZ0814                          STATION RECOVERY (2002)
 CZ0814
 CZ0814'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1216 ***********************************************************************
 CZ1216  DESIGNATION -  D 299
 CZ1216  PID         -  CZ1216
 CZ1216  STATE/COUNTY-  AZ/PINAL
 CZ1216  USGS QUAD   -  CHUICHU (1992)
 CZ1216
 CZ1216                         *CURRENT SURVEY CONTROL
 CZ1216  ___________________________________________________________________
 CZ1216* NAD 83(1986)-  32 46 55.     (N)    111 51 58.     (W)     SCALED    
 CZ1216* NAVD 88     -       423.98   (+/-2cm)    1391.0    (feet)  VERTCON   
 CZ1216  ___________________________________________________________________
 CZ1216  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1216
 CZ1216.The horizontal coordinates were scaled from a topographic map and have
 CZ1216.an estimated accuracy of +/- 6 seconds.
 CZ1216
 CZ1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1216.The vertical order pertains to the NGVD 29 superseded value.
 CZ1216
 CZ1216.The geoid height was determined by GEOID03.
 CZ1216
 CZ1216;                    North         East    Units  Estimated Accuracy
 CZ1216;SPC AZ C     -   197,570.      218,100.      MT  (+/- 180 meters Scaled)
 CZ1216
 CZ1216                          SUPERSEDED SURVEY CONTROL
 CZ1216
 CZ1216  NGVD 29 (??/??/92)  423.376  (m)         1389.03   (f) ADJ UNCH    2 0
 CZ1216
 CZ1216.Superseded values are not recommended for survey control.
 CZ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1216.See file dsdata.txt to determine how the superseded data were derived.
 CZ1216
 CZ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB188274(NAD 83)
 CZ1216_MARKER: DB = BENCH MARK DISK
 CZ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1216_STAMPING: D 299 1951
 CZ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1216+STABILITY: SURFACE MOTION
 CZ1216
 CZ1216  HISTORY     - Date     Condition        Report By
 CZ1216  HISTORY     - 1951     MONUMENTED       CGS
 CZ1216  HISTORY     - 1952     GOOD             NGS
 CZ1216
 CZ1216                          STATION DESCRIPTION
 CZ1216
 CZ1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1216'6.4 MI N FROM COCKLEBUR.
 CZ1216'6.4 MILES NORTH ALONG A TRACK ROAD FROM THE WATER WELL AT COCKLEBUR,
 CZ1216'ABOUT 1 MILE SOUTH ALONG A TRACK ROAD FROM THE NORTH BOUNDARY FENCE OF
 CZ1216'THE PAPAGO INDIAN RESERVATION, ON AN OPEN FLAT SURROUNDED WITH
 CZ1216'MESQUITE TREES, 27 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CZ1216'1.2 FEET SOUTHWEST OF THE WITNESS POST, AND SET IN THE TOP OF A
 CZ1216'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1216'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2215 ***********************************************************************
 DU2215  DESIGNATION -  D 3
 DU2215  PID         -  DU2215
 DU2215  STATE/COUNTY-  AZ/MARICOPA
 DU2215  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2215
 DU2215                         *CURRENT SURVEY CONTROL
 DU2215  ___________________________________________________________________
 DU2215* NAD 83(1992)-  33 32 31.20649(N)    111 53 28.49185(W)     NO CHECK  
 DU2215* NAVD 88     -       395.3    (meters)    1297.     (feet)  VERTCON   
 DU2215  ___________________________________________________________________
 DU2215  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DU2215  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU2215  HORZ ORDER  -  THIRD
 DU2215
 DU2215.The horizontal coordinates were established by classical geodetic methods
 DU2215.and adjusted by the National Geodetic Survey in August 1993.
 DU2215.No horizontal observational check was made to the station.
 DU2215
 DU2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2215
 DU2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2215
 DU2215.The geoid height was determined by GEOID03.
 DU2215
 DU2215;                    North         East     Units Scale Factor Converg.
 DU2215;SPC AZ C     -   281,858.857   215,720.614   MT  0.99990007   +0 00 50.6
 DU2215;SPC AZ C     -   924,733.78    707,744.80   iFT  0.99990007   +0 00 50.6
 DU2215;UTM  12      - 3,711,731.550   417,254.812   MT  0.99968441   -0 29 32.9
 DU2215
 DU2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2215!SPC AZ C     -   0.99994259  x   0.99990007  =   0.99984267
 DU2215!UTM  12      -   0.99994259  x   0.99968441  =   0.99962702
 DU2215
 DU2215|---------------------------------------------------------------------|
 DU2215| PID    Reference Object                     Distance      Geod. Az  |
 DU2215|                                                           dddmmss.s |
 DU2215| CH5050 D 3 RM 3                              7.070 METERS 09023     |
 DU2215| CH5049 D 2 RM 2                                           22436     |
 DU2215| DU2214 D 2                                   7.573 METERS 27010     |
 DU2215| CH5051 D 3 RM 4                                           3510814.5 |
 DU2215|---------------------------------------------------------------------|
 DU2215
 DU2215                          SUPERSEDED SURVEY CONTROL
 DU2215
 DU2215  NAD 83(1986)-  33 32 31.20120(N)    111 53 28.49624(W) AD(       ) 3
 DU2215  NAD 27      -  33 32 31.05228(N)    111 53 25.96847(W) AD(       ) 3
 DU2215  NGVD 29 (07/19/86)  394.8    (m)         1295.     (f) VERT ANG    3  
 DU2215
 DU2215.Superseded values are not recommended for survey control.
 DU2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2215.See file dsdata.txt to determine how the superseded data were derived.
 DU2215
 DU2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1725511732(NAD 83)
 DU2215_MARKER: DS = TRIANGULATION STATION DISK
 DU2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2215
 DU2215  HISTORY     - Date     Condition        Report By
 DU2215  HISTORY     - 1973     MONUMENTED       NGS
 DU2215  HISTORY     - 20030407 POOR             GEOCAC
 DU2215  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 DU2215
 DU2215                          STATION DESCRIPTION
 DU2215
 DU2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2215'THE STATION IS LOCATED IN THE NORTHEAST PART OF SCOTTSDALE
 DU2215'ALONG THE EAST SIDE OF PIMA ROAD AND 0.25 MILE NORTH
 DU2215'OF INDIAN BEND ROAD.  IT IS IN THE NORTHWEST PART OF A GRASS
 DU2215'AND BRUSH COVERED FIELD WHICH IS JUST SOUTH OF A GOLF COURSE.
 DU2215'
 DU2215'THE STATION MARK IS A STANDARD DISK STAMPED, D3 GLO 1973.
 DU2215'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2215'PROJECTS 6 INCHES.  IT IS 21 PACES EAST OF THE CENTER OF
 DU2215'PIMA ROAD, 2 FEET WEST OF A WITNESS POST AND SIGN AND 1 FOOT
 DU2215'SOUTH OF A EAST-WEST FENCE LINE.
 DU2215'
 DU2215'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, D2 GLO NO 2 1947.
 DU2215'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2215'PROJECTS ABOUT 2 INCHES.  IT IS 14 PACES EAST OF THE CENTER OF
 DU2215'PIMA ROAD, 27 FEET SOUTH OF THE EAST-WEST FENCE LINE AND 37
 DU2215'FEET SOUTHWEST OF THE WITNESS POST.
 DU2215'
 DU2215'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, D3 GLO NO 3 1973.
 DU2215'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2215'PROJECTS 6 INCHES.  IT IS 28 PACES EAST OF THE CENTER OF PIMA
 DU2215'ROAD, 22 FEET EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF
 DU2215'THE EAST-WEST FENCE LINE.
 DU2215'
 DU2215'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, D3 GLO NO 4
 DU2215'1973.  IT IS SET IN A DRILL HOLE AT THE SOUTHWEST CORNER OF A
 DU2215'SHORT SIDEWALK WHICH EXTENDS SOUTH ABOUT 100 FEET FROM INTERCIRCLE
 DU2215'ROAD.  THE MARK IS AT THE SOUTHEAST CORNER OF A SMALL PARKING
 DU2215'LOT FOR THE GOLF COURSE.
 DU2215'
 DU2215'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU2215'ROAD AND PIMA ROAD IN SCOTTSDALE, GO NORTH ALONG PIMA ROAD
 DU2215'FOR 6.3 MILES TO INDIAN BEND ROAD, CONTINUE NORTH FOR 0.25
 DU2215'MILE TO THE STATION ON THE RIGHT AT THE SOUTH END OF A GOLF
 DU2215'COURSE.
 DU2215'
 DU2215'TO REACH THE AZIMUTH MARK (R.M. 4) FROM THE STATION, GO NORTH
 DU2215'FOR 0.15 MILE TO INTERCIRCLE ROAD.  TURN LEFT THEN SHARP LEFT
 DU2215'TO THE SOUTHEAST CORNER OF THE PARKING LOT AND THE MARK
 DU2215'
 DU2215'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2215
 DU2215                          STATION RECOVERY (2003)
 DU2215
 DU2215'RECOVERY NOTE BY GEOCACHING 2003 (JH)
 DU2215'MARKER DISC STILL IN CEMENT BASE, FOUND COMPLETELY OUT OF GROUND.
 DU2215
 DU2215                          STATION RECOVERY (2006)
 DU2215
 DU2215'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2215'THERE ARE CONFLICTING REPORTS AND SOME CONFUSION BETWEEN DU2214 AND
 DU2215'DU2215. AN UPROOTED MONUMENT WAS FOUND BY TWO GEOCACHERS IN 2003.
 DU2215'ONE INDIVIDUAL POSTED A REPORT WITH PHOTO AT GEOCACHING.COM FOR
 DU2215'DU2214(NOW CONSIDERED DESTROYED), THE OTHER INDIVIDUAL POSTED A REPORT
 DU2215'HERE FOR DU2215.
 DU2215'I FOUND THE LOWER PORTION OF THE CONCRETE MONUMENT, BUT NO DISK WAS
 DU2215'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0687 ***********************************************************************
 DW0687  DESIGNATION -  D 30
 DW0687  PID         -  DW0687
 DW0687  STATE/COUNTY-  AZ/LA PAZ
 DW0687  USGS QUAD   -  QUARTZSITE (1990)
 DW0687
 DW0687                         *CURRENT SURVEY CONTROL
 DW0687  ___________________________________________________________________
 DW0687* NAD 83(1986)-  33 40 33.     (N)    114 07 48.     (W)     SCALED    
 DW0687* NAVD 88     -       370.09   (+/-2cm)    1214.2    (feet)  VERTCON   
 DW0687  ___________________________________________________________________
 DW0687  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DW0687  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0687
 DW0687.The horizontal coordinates were scaled from a topographic map and have
 DW0687.an estimated accuracy of +/- 6 seconds.
 DW0687
 DW0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0687.The vertical order pertains to the NGVD 29 superseded value.
 DW0687
 DW0687.The geoid height was determined by GEOID03.
 DW0687
 DW0687;                    North         East    Units  Estimated Accuracy
 DW0687;SPC AZ W     -   296,780.      178,120.      MT  (+/- 180 meters Scaled)
 DW0687
 DW0687                          SUPERSEDED SURVEY CONTROL
 DW0687
 DW0687  NGVD 29 (??/??/??)  369.406  (m)         1211.96   (f) ADJUSTED    1 2
 DW0687
 DW0687.Superseded values are not recommended for survey control.
 DW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0687.See file dsdata.txt to determine how the superseded data were derived.
 DW0687
 DW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT660299(NAD 83)
 DW0687_MARKER: DB = BENCH MARK DISK
 DW0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0687_STAMPING: 1211.960 D 30 1933
 DW0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0687+STABILITY: SURFACE MOTION
 DW0687
 DW0687  HISTORY     - Date     Condition        Report By
 DW0687  HISTORY     - 1933     MONUMENTED       CGS
 DW0687  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0687
 DW0687                          STATION DESCRIPTION
 DW0687
 DW0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DW0687'6.2 MI E FROM QUARTZSITE.
 DW0687'ABOUT 6.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0687'YUMA COUNTY, ABOUT 65 FEET NORTHWEST OF A SMALL CULVERT, AND
 DW0687'ABOUT 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 DW0687'STANDARD DISK, STAMPED 1211.960 D 30 1933 AND SET IN THE TOP
 DW0687'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 DW0687
 DW0687                          STATION RECOVERY (1981)
 DW0687
 DW0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0687'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0169 ***********************************************************************
 DA0169  DESIGNATION -  D 300
 DA0169  PID         -  DA0169
 DA0169  STATE/COUNTY-  AZ/PINAL
 DA0169  USGS QUAD   -  KOHATK (1981)
 DA0169
 DA0169                         *CURRENT SURVEY CONTROL
 DA0169  ___________________________________________________________________
 DA0169* NAD 83(1986)-  32 33 34.     (N)    112 00 52.     (W)     SCALED    
 DA0169* NAVD 88     -       511.73   (+/-2cm)    1678.9    (feet)  VERTCON   
 DA0169  ___________________________________________________________________
 DA0169  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0169
 DA0169.The horizontal coordinates were scaled from a topographic map and have
 DA0169.an estimated accuracy of +/- 6 seconds.
 DA0169
 DA0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0169.The vertical order pertains to the NGVD 29 superseded value.
 DA0169
 DA0169.The geoid height was determined by GEOID03.
 DA0169
 DA0169;                    North         East    Units  Estimated Accuracy
 DA0169;SPC AZ C     -   172,900.      204,180.      MT  (+/- 180 meters Scaled)
 DA0169
 DA0169                          SUPERSEDED SURVEY CONTROL
 DA0169
 DA0169  NGVD 29 (??/??/92)  511.105  (m)         1676.85   (f) ADJ UNCH    2 0
 DA0169
 DA0169.Superseded values are not recommended for survey control.
 DA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0169.See file dsdata.txt to determine how the superseded data were derived.
 DA0169
 DA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047029(NAD 83)
 DA0169_MARKER: DB = BENCH MARK DISK
 DA0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0169_STAMPING: D 300 1952
 DA0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0169+STABILITY: SURFACE MOTION
 DA0169
 DA0169  HISTORY     - Date     Condition        Report By
 DA0169  HISTORY     - 1952     MONUMENTED       CGS
 DA0169
 DA0169                          STATION DESCRIPTION
 DA0169
 DA0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0169'1.7 MI S FROM QUAJOTE.
 DA0169'1.7 MILES SOUTH ALONG A GRAVEL ROAD FROM A WATER WELL AT THE INDIAN
 DA0169'VILLAGE OF QUAJOTE, ABOUT 103 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF
 DA0169'SANTA ROSA WASH, 102 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.7
 DA0169'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST, AND
 DA0169'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0169'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0741 ***********************************************************************
 CZ0741  DESIGNATION -  D 301
 CZ0741  PID         -  CZ0741
 CZ0741  STATE/COUNTY-  AZ/PIMA
 CZ0741  USGS QUAD   -  AVRA (1992)
 CZ0741
 CZ0741                         *CURRENT SURVEY CONTROL
 CZ0741  ___________________________________________________________________
 CZ0741* NAD 83(1986)-  32 15 12.     (N)    111 13 05.     (W)     SCALED    
 CZ0741* NAVD 88     -       713.66   (+/-2cm)    2341.4    (feet)  VERTCON   
 CZ0741  ___________________________________________________________________
 CZ0741  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0741
 CZ0741.The horizontal coordinates were scaled from a topographic map and have
 CZ0741.an estimated accuracy of +/- 6 seconds.
 CZ0741
 CZ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0741.The vertical order pertains to the NGVD 29 superseded value.
 CZ0741
 CZ0741.The geoid height was determined by GEOID03.
 CZ0741
 CZ0741;                    North         East    Units  Estimated Accuracy
 CZ0741;SPC AZ C     -   139,170.      279,190.      MT  (+/- 180 meters Scaled)
 CZ0741
 CZ0741                          SUPERSEDED SURVEY CONTROL
 CZ0741
 CZ0741  NGVD 29 (??/??/92)  713.005  (m)         2339.25   (f) ADJ UNCH    2 0
 CZ0741
 CZ0741.Superseded values are not recommended for survey control.
 CZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0741.See file dsdata.txt to determine how the superseded data were derived.
 CZ0741
 CZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA794685(NAD 83)
 CZ0741_MARKER: DB = BENCH MARK DISK
 CZ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0741_STAMPING: D 301 1951
 CZ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0741+STABILITY: SURFACE MOTION
 CZ0741
 CZ0741  HISTORY     - Date     Condition        Report By
 CZ0741  HISTORY     - 1951     MONUMENTED       CGS
 CZ0741
 CZ0741                          STATION DESCRIPTION
 CZ0741
 CZ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0741'16.2 MI W FROM TUCSON.
 CZ0741'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0741'MOUNTAIN PARK, FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0741'MILES NORTHWEST ALONG THE KINNEY ROAD VIA MCCAIN LOOP TO A T JUNCTION
 CZ0741'OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 0.9 MILE WEST ALONG A
 CZ0741'DIRT ROAD, AT A FENCE LINE AND NORTH OF THE WOODEN GATE ACROSS THE
 CZ0741'ROAD, 60 FEET NORTH OF THE CENTER OF THE WOODEN GATE AND THE CENTER
 CZ0741'LINE OF THE ROAD, 32 1/2 FEET NORTH OF A SMALL WASH, 1.5 FEET EAST OF
 CZ0741'THE FENCE LINE LEADING NORTH AND SOUTH, 2.4 FEET SOUTH OF A WITNESS
 CZ0741'POST AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0741'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0437 ***********************************************************************
 CG0437  DESIGNATION -  D 302
 CG0437  PID         -  CG0437
 CG0437  STATE/COUNTY-  AZ/PIMA
 CG0437  USGS QUAD   -  LAS GUIJAS (1983)
 CG0437
 CG0437                         *CURRENT SURVEY CONTROL
 CG0437  ___________________________________________________________________
 CG0437* NAD 83(1986)-  31 40 01.     (N)    111 29 14.     (W)     SCALED    
 CG0437* NAVD 88     -      1048.99   (+/-2cm)    3441.6    (feet)  VERTCON   
 CG0437  ___________________________________________________________________
 CG0437  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0437
 CG0437.The horizontal coordinates were scaled from a topographic map and have
 CG0437.an estimated accuracy of +/- 6 seconds.
 CG0437
 CG0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0437.The vertical order pertains to the NGVD 29 superseded value.
 CG0437
 CG0437.The geoid height was determined by GEOID03.
 CG0437
 CG0437;                    North         East    Units  Estimated Accuracy
 CG0437;SPC AZ C     -    74,020.      254,080.      MT  (+/- 180 meters Scaled)
 CG0437
 CG0437                          SUPERSEDED SURVEY CONTROL
 CG0437
 CG0437  NGVD 29 (??/??/92) 1048.214  (m)         3439.02   (f) ADJ UNCH    2 0
 CG0437
 CG0437.Superseded values are not recommended for survey control.
 CG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0437.See file dsdata.txt to determine how the superseded data were derived.
 CG0437
 CG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA538036(NAD 83)
 CG0437_MARKER: DB = BENCH MARK DISK
 CG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0437_STAMPING: D 302 1951
 CG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0437+STABILITY: SURFACE MOTION
 CG0437
 CG0437  HISTORY     - Date     Condition        Report By
 CG0437  HISTORY     - 1951     MONUMENTED       CGS
 CG0437  HISTORY     - 1977     GOOD             USGS
 CG0437
 CG0437                          STATION DESCRIPTION
 CG0437
 CG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0437'13.35 MI N FROM SASABE.
 CG0437'13.35 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0437'HOUSE AT SASABE, AT A CATTLE GUARD ACROSS THE ROAD AND A EAST WEST
 CG0437'FENCE LINE, AND A TRACK ROAD LEADING SOUTHEAST, 42 FEET EAST OF THE
 CG0437'CENTER LINE OF THE ROAD AT THE CENTER OF THE CATTLE GUARD, 20.2 FEET
 CG0437'EAST OF THE EAST IRON FENCE POST AND GATE POST FOR THE IRON GATE, 1.9
 CG0437'FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF THE WITNESS POST, AND
 CG0437'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0437'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0437
 CG0437                          STATION RECOVERY (1977)
 CG0437
 CG0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0437'SASABE, 13.35 MI N. OF ALONG STATE HWY. 286 FROM SCHOOLHOUSE TO T-RD.
 CG0437'SW. AT SE. CORNER OF RD. JUNCTION. 42 FT E. OF CENTERLINE OF HWY.
 CG0437'ABOUT LEVEL WITH GROUND. SET IN CONCRETE POST PROJECTING 0.5 FT ABOVE
 CG0437'GROUND. STANDARD DISK STAMPED D 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1314 ***********************************************************************
 CZ1314  DESIGNATION -  D 304
 CZ1314  PID         -  CZ1314
 CZ1314  STATE/COUNTY-  AZ/PINAL
 CZ1314  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1314
 CZ1314                         *CURRENT SURVEY CONTROL
 CZ1314  ___________________________________________________________________
 CZ1314* NAD 83(1986)-  32 37 23.     (N)    111 40 18.     (W)     SCALED    
 CZ1314* NAVD 88     -       481.54   (+/-2cm)    1579.9    (feet)  VERTCON   
 CZ1314  ___________________________________________________________________
 CZ1314  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1314
 CZ1314.The horizontal coordinates were scaled from a topographic map and have
 CZ1314.an estimated accuracy of +/- 6 seconds.
 CZ1314
 CZ1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1314.The vertical order pertains to the NGVD 29 superseded value.
 CZ1314
 CZ1314.The geoid height was determined by GEOID03.
 CZ1314
 CZ1314;                    North         East    Units  Estimated Accuracy
 CZ1314;SPC AZ C     -   179,980.      236,350.      MT  (+/- 180 meters Scaled)
 CZ1314
 CZ1314                          SUPERSEDED SURVEY CONTROL
 CZ1314
 CZ1314  NGVD 29 (??/??/92)  480.984  (m)         1578.03   (f) ADJ UNCH    2 0
 CZ1314
 CZ1314.Superseded values are not recommended for survey control.
 CZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1314.See file dsdata.txt to determine how the superseded data were derived.
 CZ1314
 CZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369096(NAD 83)
 CZ1314_MARKER: DB = BENCH MARK DISK
 CZ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1314_STAMPING: D 304 1951
 CZ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1314+STABILITY: SURFACE MOTION
 CZ1314
 CZ1314  HISTORY     - Date     Condition        Report By
 CZ1314  HISTORY     - 1951     MONUMENTED       CGS
 CZ1314
 CZ1314                          STATION DESCRIPTION
 CZ1314
 CZ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1314'14.8 MI S FROM TOLTEC.
 CZ1314'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1314'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1314'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD, THENCE 1.6 MILES
 CZ1314'SOUTH ALONG A GRADED ROAD, 12.9 MILES SOUTHEAST OF THE CHURCH AT THE
 CZ1314'INDIAN VILLAGE OF WHITE HORSE PASS, AT A T JUNCTION WITH A GRADED ROAD
 CZ1314'LEADING WEST AND AT A T IN THE POWER LINE, 172 FEET NORTH OF THE
 CZ1314'APPROXIMATE CENTER OF A T JUNCTION, 30 FEET EAST OF THE CENTER LINE OF
 CZ1314'THE MAIN ROAD, 1.8 FEET SOUTH OF THE POWER LINE POLE AT THE T JUNTION,
 CZ1314'2 FEET NORTH OF THE WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 CZ1314'ROAD, AND SET IN A CONCRETE PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0470 ***********************************************************************
 CG0470  DESIGNATION -  D 305
 CG0470  PID         -  CG0470
 CG0470  STATE/COUNTY-  AZ/PIMA
 CG0470  USGS QUAD   -  PENITAS HILLS (1979)
 CG0470
 CG0470                         *CURRENT SURVEY CONTROL
 CG0470  ___________________________________________________________________
 CG0470* NAD 83(1986)-  31 48 56.     (N)    111 17 31.     (W)     SCALED    
 CG0470* NAVD 88     -      1090.03   (+/-2cm)    3576.2    (feet)  VERTCON   
 CG0470  ___________________________________________________________________
 CG0470  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CG0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0470
 CG0470.The horizontal coordinates were scaled from a topographic map and have
 CG0470.an estimated accuracy of +/- 6 seconds.
 CG0470
 CG0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0470.The vertical order pertains to the NGVD 29 superseded value.
 CG0470
 CG0470.The geoid height was determined by GEOID03.
 CG0470
 CG0470;                    North         East    Units  Estimated Accuracy
 CG0470;SPC AZ C     -    90,590.      272,500.      MT  (+/- 180 meters Scaled)
 CG0470
 CG0470                          SUPERSEDED SURVEY CONTROL
 CG0470
 CG0470  NGVD 29 (??/??/92) 1089.251  (m)         3573.65   (f) ADJ UNCH    2 0
 CG0470
 CG0470.Superseded values are not recommended for survey control.
 CG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0470.See file dsdata.txt to determine how the superseded data were derived.
 CG0470
 CG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA723200(NAD 83)
 CG0470_MARKER: DB = BENCH MARK DISK
 CG0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0470_STAMPING: D 305 1951
 CG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0470+STABILITY: SURFACE MOTION
 CG0470
 CG0470  HISTORY     - Date     Condition        Report By
 CG0470  HISTORY     - 1951     MONUMENTED       CGS
 CG0470  HISTORY     - 1977     GOOD             USGS
 CG0470
 CG0470                          STATION DESCRIPTION
 CG0470
 CG0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0470'24.8 MI SE FROM THREE POINTS.
 CG0470'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0470'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 7.4
 CG0470'MILES EAST ALONG A TRACK ROAD, 0.65 MILE WEST OF A T JUNCTION OF A
 CG0470'TRACK ROAD LEADING NORTH, 57 FEET NORTH OF THE CENTER LINE OF THE
 CG0470'ROAD, 3.2 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN
 CG0470'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CG0470'ABOVE THE GROUND.
 CG0470
 CG0470                          STATION RECOVERY (1977)
 CG0470
 CG0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0470'CHANGE SASABE RD. TO READ STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0654 ***********************************************************************
 CG0654  DESIGNATION -  D 306
 CG0654  PID         -  CG0654
 CG0654  STATE/COUNTY-  AZ/PIMA
 CG0654  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0654
 CG0654                         *CURRENT SURVEY CONTROL
 CG0654  ___________________________________________________________________
 CG0654* NAD 83(1986)-  31 53 28.     (N)    111 39 43.     (W)     SCALED    
 CG0654* NAVD 88     -      1073.39   (+/-2cm)    3521.6    (feet)  VERTCON   
 CG0654  ___________________________________________________________________
 CG0654  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CG0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0654
 CG0654.The horizontal coordinates were scaled from a topographic map and have
 CG0654.an estimated accuracy of +/- 6 seconds.
 CG0654
 CG0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0654.The vertical order pertains to the NGVD 29 superseded value.
 CG0654
 CG0654.The geoid height was determined by GEOID03.
 CG0654
 CG0654;                    North         East    Units  Estimated Accuracy
 CG0654;SPC AZ C     -    98,820.      237,460.      MT  (+/- 180 meters Scaled)
 CG0654
 CG0654                          SUPERSEDED SURVEY CONTROL
 CG0654
 CG0654  NGVD 29 (??/??/92) 1072.617  (m)         3519.08   (f) ADJ UNCH    2 0
 CG0654
 CG0654.Superseded values are not recommended for survey control.
 CG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0654.See file dsdata.txt to determine how the superseded data were derived.
 CG0654
 CG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA374285(NAD 83)
 CG0654_MARKER: DB = BENCH MARK DISK
 CG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0654_STAMPING: D 306 1952
 CG0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0654+STABILITY: SURFACE MOTION
 CG0654
 CG0654  HISTORY     - Date     Condition        Report By
 CG0654  HISTORY     - 1952     MONUMENTED       CGS
 CG0654
 CG0654                          STATION DESCRIPTION
 CG0654
 CG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0654'22.55 MI E FROM SELLS.
 CG0654'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0654'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 9.45 MILES
 CG0654'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 0.3 MILE SOUTHEAST OF GU
 CG0654'CHUAPO AND A SIGN READING LITTLE TUCSON, 45 FEET NORTHEAST OF THE
 CG0654'CENTER LINE OF THE ROAD, 51.2 FEET NORTHWEST OF USGS COPPER NAIL AND
 CG0654'WASHER 3522.3, 2.7 FEET SOUTHWEST OF A FENCE LINE, 1.8 FEET WEST OF A
 CG0654'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CG0654'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0797 ***********************************************************************
 CG0797  DESIGNATION -  D 307
 CG0797  PID         -  CG0797
 CG0797  STATE/COUNTY-  AZ/PIMA
 CG0797  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0797
 CG0797                         *CURRENT SURVEY CONTROL
 CG0797  ___________________________________________________________________
 CG0797* NAD 83(1986)-  31 49 52.     (N)    111 36 59.     (W)     SCALED    
 CG0797* NAVD 88     -      1044.05   (+/-2cm)    3425.4    (feet)  VERTCON   
 CG0797  ___________________________________________________________________
 CG0797  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0797
 CG0797.The horizontal coordinates were scaled from a topographic map and have
 CG0797.an estimated accuracy of +/- 6 seconds.
 CG0797
 CG0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0797.The vertical order pertains to the NGVD 29 superseded value.
 CG0797
 CG0797.The geoid height was determined by GEOID03.
 CG0797
 CG0797;                    North         East    Units  Estimated Accuracy
 CG0797;SPC AZ C     -    92,180.      241,780.      MT  (+/- 180 meters Scaled)
 CG0797
 CG0797                          SUPERSEDED SURVEY CONTROL
 CG0797
 CG0797  NGVD 29 (??/??/92) 1043.229  (m)         3422.66   (f) ADJ UNCH    2 0
 CG0797
 CG0797.Superseded values are not recommended for survey control.
 CG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0797.See file dsdata.txt to determine how the superseded data were derived.
 CG0797
 CG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA416218(NAD 83)
 CG0797_MARKER: DB = BENCH MARK DISK
 CG0797_SETTING: 66 = SET IN ROCK OUTCROP
 CG0797_SP_SET: ROCK OUTCROP
 CG0797_STAMPING: D 307 1952
 CG0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0797+STABILITY: POSITION/ELEVATION WELL
 CG0797
 CG0797  HISTORY     - Date     Condition        Report By
 CG0797  HISTORY     - 1952     MONUMENTED       CGS
 CG0797
 CG0797                          STATION DESCRIPTION
 CG0797
 CG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0797'14.5 MI E FROM TOPAWA.
 CG0797'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0797'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0797'ROAD, THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, AT THE
 CG0797'JUNCTION OF THE FRESNAL CANYON ROAD AND THE FRESNAL CANYON TRAIL, SET
 CG0797'ON TOP OF THE EAST EDGE OF A LARGE OUTCROP, 30 FEET NORTH OF THE END
 CG0797'OF TRUCK TRAVEL, 19 FEET WEST OF THE CENTER OF A WASH, AND ABOUT 1 1/2
 CG0797'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0089 ***********************************************************************
 CH0089  DESIGNATION -  D 308
 CH0089  PID         -  CH0089
 CH0089  STATE/COUNTY-  AZ/PIMA
 CH0089  USGS QUAD   -  LUKEVILLE (1988)
 CH0089
 CH0089                         *CURRENT SURVEY CONTROL
 CH0089  ___________________________________________________________________
 CH0089* NAD 83(1986)-  31 53 31.     (N)    112 49 13.     (W)     SCALED    
 CH0089* NAVD 88     -       437.766  (meters)    1436.24   (feet)  ADJUSTED  
 CH0089  ___________________________________________________________________
 CH0089  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 CH0089  DYNAMIC HT  -         437.197 (meters)    1434.37  (feet)  COMP
 CH0089  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 CH0089
 CH0089  VERT ORDER  -  FIRST     CLASS II
 CH0089
 CH0089.The horizontal coordinates were scaled from a topographic map and have
 CH0089.an estimated accuracy of +/- 6 seconds.
 CH0089
 CH0089.The orthometric height was determined by differential leveling
 CH0089.and adjusted in June 1991.
 CH0089
 CH0089.The geoid height was determined by GEOID03.
 CH0089
 CH0089.The dynamic height is computed by dividing the NAVD 88
 CH0089.geopotential number by the normal gravity value computed on the
 CH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0089.degrees latitude (g = 980.6199 gals.).
 CH0089
 CH0089.The modeled gravity was interpolated from observed gravity values.
 CH0089
 CH0089;                    North         East    Units  Estimated Accuracy
 CH0089;SPC AZ C     -    99,240.      127,880.      MT  (+/- 180 meters Scaled)
 CH0089
 CH0089                          SUPERSEDED SURVEY CONTROL
 CH0089
 CH0089  NGVD 29 (??/??/92)  437.017  (m)         1433.78   (f) ADJ UNCH    1 2
 CH0089
 CH0089.Superseded values are not recommended for survey control.
 CH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0089.See file dsdata.txt to determine how the superseded data were derived.
 CH0089
 CH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA278299(NAD 83)
 CH0089_MARKER: DB = BENCH MARK DISK
 CH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0089_STAMPING: D 308 1952
 CH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0089+STABILITY: SURFACE MOTION
 CH0089
 CH0089  HISTORY     - Date     Condition        Report By
 CH0089  HISTORY     - 1952     MONUMENTED       CGS
 CH0089  HISTORY     - 1981     GOOD             NGS
 CH0089
 CH0089                          STATION DESCRIPTION
 CH0089
 CH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0089'1.45 MI N FROM LUKEVILLE.
 CH0089'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0089'LUKEVILLE TO JUNCTION, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, 0.55
 CH0089'MILE WEST OF B.M. BILL, AT A Y JUNCTION AND SET IN THE FORK OF THE Y,
 CH0089'73 1/2 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST ROAD, 38 FEET
 CH0089'NORTH OF THE CENTERLINE OF THE QUITOVOQUITO ROAD, 2.0 FEET SOUTH OF
 CH0089'THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT
 CH0089'LEVEL WITH THE ROAD.
 CH0089
 CH0089                          STATION RECOVERY (1981)
 CH0089
 CH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0431 ***********************************************************************
 DA0431  DESIGNATION -  D 309
 DA0431  PID         -  DA0431
 DA0431  STATE/COUNTY-  AZ/PIMA
 DA0431  USGS QUAD   -  BATES WELL (1990)
 DA0431
 DA0431                         *CURRENT SURVEY CONTROL
 DA0431  ___________________________________________________________________
 DA0431* NAD 83(1986)-  32 07 49.     (N)    112 52 37.     (W)     SCALED    
 DA0431* NAVD 88     -       453.27   (+/-2cm)    1487.1    (feet)  VERTCON   
 DA0431  ___________________________________________________________________
 DA0431  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DA0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0431
 DA0431.The horizontal coordinates were scaled from a topographic map and have
 DA0431.an estimated accuracy of +/- 6 seconds.
 DA0431
 DA0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0431.The vertical order pertains to the NGVD 29 superseded value.
 DA0431
 DA0431.The geoid height was determined by GEOID03.
 DA0431
 DA0431;                    North         East    Units  Estimated Accuracy
 DA0431;SPC AZ C     -   125,720.      122,760.      MT  (+/- 180 meters Scaled)
 DA0431
 DA0431                          SUPERSEDED SURVEY CONTROL
 DA0431
 DA0431  NGVD 29 (??/??/92)  452.56   (m)         1484.8    (f) COMPUTED    2 0
 DA0431
 DA0431.Superseded values are not recommended for survey control.
 DA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0431.See file dsdata.txt to determine how the superseded data were derived.
 DA0431
 DA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA229564(NAD 83)
 DA0431_MARKER: DB = BENCH MARK DISK
 DA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0431_STAMPING: D 309 1952
 DA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0431+STABILITY: SURFACE MOTION
 DA0431
 DA0431  HISTORY     - Date     Condition        Report By
 DA0431  HISTORY     - 1952     MONUMENTED       CGS
 DA0431
 DA0431                          STATION DESCRIPTION
 DA0431
 DA0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0431'28.7 MI S FROM AJO.
 DA0431'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0431'FROM THE STATION AT AJO, THENCE 10.8 MILES SOUTHEAST ALONG HIGHWAY 86
 DA0431'TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG AJO-SONOYTA HIGHWAY TO
 DA0431'AN INTERSECTION, THENCE 6.75 MILES WEST ALONG A TRACK ROAD TO AN
 DA0431'INTERSECTION, THENCE 1.85 MILES SOUTH ALONG A DIM TRACK ROAD, 0.4 MILE
 DA0431'NORTH OF A POINT WHERE THE ROAD CROSSES A LARGE WASH, 29 FEET EAST OF
 DA0431'THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF THE WITNESS POST, AND
 DA0431'ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4
 DA0431'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0096 ***********************************************************************
 ET0096  DESIGNATION -  D 31
 ET0096  PID         -  ET0096
 ET0096  STATE/COUNTY-  AZ/YAVAPAI
 ET0096  USGS QUAD   -  COTTONWOOD (1973)
 ET0096
 ET0096                         *CURRENT SURVEY CONTROL
 ET0096  ___________________________________________________________________
 ET0096* NAD 83(1986)-  34 43 17.     (N)    112 00 10.     (W)     SCALED    
 ET0096* NAVD 88     -      1020.113  (meters)    3346.82   (feet)  ADJUSTED  
 ET0096  ___________________________________________________________________
 ET0096  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 ET0096  DYNAMIC HT  -        1018.838 (meters)    3342.64  (feet)  COMP
 ET0096  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 ET0096
 ET0096  VERT ORDER  -  FIRST     CLASS II
 ET0096
 ET0096.The horizontal coordinates were scaled from a topographic map and have
 ET0096.an estimated accuracy of +/- 6 seconds.
 ET0096
 ET0096.The orthometric height was determined by differential leveling
 ET0096.and adjusted in June 1991.
 ET0096
 ET0096.The geoid height was determined by GEOID03.
 ET0096
 ET0096.The dynamic height is computed by dividing the NAVD 88
 ET0096.geopotential number by the normal gravity value computed on the
 ET0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0096.degrees latitude (g = 980.6199 gals.).
 ET0096
 ET0096.The modeled gravity was interpolated from observed gravity values.
 ET0096
 ET0096;                    North         East    Units  Estimated Accuracy
 ET0096;SPC AZ C     -   412,670.      205,470.      MT  (+/- 180 meters Scaled)
 ET0096
 ET0096                          SUPERSEDED SURVEY CONTROL
 ET0096
 ET0096  NGVD 29 (??/??/92) 1019.379  (m)         3344.41   (f) ADJ UNCH    1 2
 ET0096
 ET0096.Superseded values are not recommended for survey control.
 ET0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0096.See file dsdata.txt to determine how the superseded data were derived.
 ET0096
 ET0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD081426(NAD 83)
 ET0096_MARKER: DB = BENCH MARK DISK
 ET0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0096_STAMPING: 3344.413 D 31 1933
 ET0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0096+STABILITY: SURFACE MOTION
 ET0096
 ET0096  HISTORY     - Date     Condition        Report By
 ET0096  HISTORY     - 1933     MONUMENTED       CGS
 ET0096  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0096  HISTORY     - 1982     MARK NOT FOUND   NGS
 ET0096
 ET0096                          STATION DESCRIPTION
 ET0096
 ET0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0096'2.M MI SE FROM COTTONWOOD.
 ET0096'CONCRETE POST, 500 FEET SOUTH OF Y-JUNCTION OF HIGHWAYS, IN FORK, ON
 ET0096'TOP OF ROCKY RIDGE.
 ET0096
 ET0096                          STATION RECOVERY (1973)
 ET0096
 ET0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0096'MARK NOT FOUND.
 ET0096
 ET0096                          STATION RECOVERY (1982)
 ET0096
 ET0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ET0096'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1281 ***********************************************************************
 CZ1281  DESIGNATION -  D 310
 CZ1281  PID         -  CZ1281
 CZ1281  STATE/COUNTY-  AZ/PINAL
 CZ1281  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1281
 CZ1281                         *CURRENT SURVEY CONTROL
 CZ1281  ___________________________________________________________________
 CZ1281* NAD 83(1986)-  32 30 28.     (N)    111 46 30.     (W)     SCALED    
 CZ1281* NAVD 88     -       503.14   (+/-2cm)    1650.7    (feet)  VERTCON   
 CZ1281  ___________________________________________________________________
 CZ1281  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1281
 CZ1281.The horizontal coordinates were scaled from a topographic map and have
 CZ1281.an estimated accuracy of +/- 6 seconds.
 CZ1281
 CZ1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1281.The vertical order pertains to the NGVD 29 superseded value.
 CZ1281
 CZ1281.The geoid height was determined by GEOID03.
 CZ1281
 CZ1281;                    North         East    Units  Estimated Accuracy
 CZ1281;SPC AZ C     -   167,180.      226,670.      MT  (+/- 180 meters Scaled)
 CZ1281
 CZ1281                          SUPERSEDED SURVEY CONTROL
 CZ1281
 CZ1281  NGVD 29 (??/??/92)  502.589  (m)         1648.91   (f) ADJ UNCH    2 0
 CZ1281
 CZ1281.Superseded values are not recommended for survey control.
 CZ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1281.See file dsdata.txt to determine how the superseded data were derived.
 CZ1281
 CZ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA272969(NAD 83)
 CZ1281_MARKER: DB = BENCH MARK DISK
 CZ1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1281_STAMPING: D 310 1952
 CZ1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1281+STABILITY: SURFACE MOTION
 CZ1281
 CZ1281  HISTORY     - Date     Condition        Report By
 CZ1281  HISTORY     - 1952     MONUMENTED       CGS
 CZ1281  HISTORY     - 1977     GOOD             USGS
 CZ1281
 CZ1281                          STATION DESCRIPTION
 CZ1281
 CZ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1281'27.1 MI SW FROM TOLTEC.
 CZ1281'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1281'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1281'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1281'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1281'THENCE 7.3 MILES SOUTHWEST ALONG A DIRT ROAD, 0.5 MILE SOUTHWEST OF A
 CZ1281'Y JUNCTION OF A GRADED ROAD LEADING WEST, 0.1 MILE EAST OF A POINT
 CZ1281'WHERE THE ROAD PASSES THROUGH A GATE, AT A POINT WHERE THE ROAD CURVES
 CZ1281'TO THE WEST AND FOLLOWS A FENCE LINE, ON THE OUTSIDE OF THE CURVE, 25
 CZ1281'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 CZ1281'2.4 FEET WEST OF A WITNESS POST, 1.7 FEET NORTH OF THE FENCE, AND SET
 CZ1281'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ1281
 CZ1281                          STATION RECOVERY (1977)
 CZ1281
 CZ1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1281'TOLTEC, 0.2 MI SE. OF, ALONG STATE HWY. 84 FROM THE SPRR STATION AT
 CZ1281'TOLTEC, THENCE 10 MI S. ALONG THE TOLTEC HWY., THENCE 3.0 MI W. ALONG
 CZ1281'PRETZER RD., THENCE 5.6 MI S. AND 1.0 MI W. ALONG A GRADED RD.,
 CZ1281'THENCE 1.0 MI S., 3.6 MI SW., 1.1 MI S. AND 1.9 MI W. ALONG A TRACK
 CZ1281'RD., 0.1 MI E. OF A FENCE CORNER, 25 FT N. OF THE CENTERLINE OF THE
 CZ1281'RD., 3 FT N. OF THE FENCE LINE AND ABOUT 1 FT LOWER THAN RD. BED. A
 CZ1281'USC AND GS BRASS DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 CZ1281'0.8 FT UP. STAMPED D 310 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0933 ***********************************************************************
 CZ0933  DESIGNATION -  D 311
 CZ0933  PID         -  CZ0933
 CZ0933  STATE/COUNTY-  AZ/PIMA
 CZ0933  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0933
 CZ0933                         *CURRENT SURVEY CONTROL
 CZ0933  ___________________________________________________________________
 CZ0933* NAD 83(1986)-  32 18 38.     (N)    111 54 28.     (W)     SCALED    
 CZ0933* NAVD 88     -       556.21   (+/-2cm)    1824.8    (feet)  VERTCON   
 CZ0933  ___________________________________________________________________
 CZ0933  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 CZ0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0933
 CZ0933.The horizontal coordinates were scaled from a topographic map and have
 CZ0933.an estimated accuracy of +/- 6 seconds.
 CZ0933
 CZ0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0933.The vertical order pertains to the NGVD 29 superseded value.
 CZ0933
 CZ0933.The geoid height was determined by GEOID03.
 CZ0933
 CZ0933;                    North         East    Units  Estimated Accuracy
 CZ0933;SPC AZ C     -   145,300.      214,200.      MT  (+/- 180 meters Scaled)
 CZ0933
 CZ0933                          SUPERSEDED SURVEY CONTROL
 CZ0933
 CZ0933  NGVD 29 (??/??/92)  555.589  (m)         1822.79   (f) ADJ UNCH    2 0
 CZ0933
 CZ0933.Superseded values are not recommended for survey control.
 CZ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0933.See file dsdata.txt to determine how the superseded data were derived.
 CZ0933
 CZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA145752(NAD 83)
 CZ0933_MARKER: DB = BENCH MARK DISK
 CZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0933_STAMPING: D 311 1952
 CZ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0933+STABILITY: SURFACE MOTION
 CZ0933
 CZ0933  HISTORY     - Date     Condition        Report By
 CZ0933  HISTORY     - 1952     MONUMENTED       CGS
 CZ0933
 CZ0933                          STATION DESCRIPTION
 CZ0933
 CZ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0933'7.75 MI E FROM SANTA ROSA.
 CZ0933'7.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0933'APPROXIMATELY 2 1/2 MILES SOUTH-SOUTHWEST OF A WHITE PEAK WHICH IS
 CZ0933'LOCATED AT THE SOUTHWEST FOOT OF A HUGE MOUNTAIN, AT A ROUND CLEARING
 CZ0933'SPOTTED WITH IRONWOOD TREES, ABOUT 60 YARDS SOUTH OF THE NORTH EDGE OF
 CZ0933'THE CLEARING, 0.25 MILE WEST OF THE ROAD FORK OF A TRACK LEADING
 CZ0933'SOUTHEAST WHICH FORMS A LOOP WITH THE MAIN ROAD, 19 FEET SOUTH OF THE
 CZ0933'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 18 1/2 FEET EAST OF AN
 CZ0933'IRONWOOD TREE, 2.1 FEET NORTH OF A WITNESS POST, AND SET IN A CONCRETE
 CZ0933'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0396 ***********************************************************************
 DA0396  DESIGNATION -  D 312
 DA0396  PID         -  DA0396
 DA0396  STATE/COUNTY-  AZ/PIMA
 DA0396  USGS QUAD   -  BATES WELL (1990)
 DA0396
 DA0396                         *CURRENT SURVEY CONTROL
 DA0396  ___________________________________________________________________
 DA0396* NAD 83(1986)-  32 09 45.     (N)    112 57 41.     (W)     SCALED    
 DA0396* NAVD 88     -       406.58   (+/-2cm)    1333.9    (feet)  VERTCON   
 DA0396  ___________________________________________________________________
 DA0396  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DA0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0396
 DA0396.The horizontal coordinates were scaled from a topographic map and have
 DA0396.an estimated accuracy of +/- 6 seconds.
 DA0396
 DA0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0396.The vertical order pertains to the NGVD 29 superseded value.
 DA0396
 DA0396.The geoid height was determined by GEOID03.
 DA0396
 DA0396;                    North         East    Units  Estimated Accuracy
 DA0396;SPC AZ C     -   129,360.      114,820.      MT  (+/- 180 meters Scaled)
 DA0396
 DA0396                          SUPERSEDED SURVEY CONTROL
 DA0396
 DA0396  NGVD 29 (??/??/92)  405.878  (m)         1331.62   (f) ADJ UNCH    2 0
 DA0396
 DA0396.Superseded values are not recommended for survey control.
 DA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0396.See file dsdata.txt to determine how the superseded data were derived.
 DA0396
 DA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA150601(NAD 83)
 DA0396_MARKER: DB = BENCH MARK DISK
 DA0396_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0396+WITH SETTING: INTO GROUND
 DA0396_STAMPING: D 312 1952
 DA0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0396+STABILITY: SURFACE MOTION
 DA0396
 DA0396  HISTORY     - Date     Condition        Report By
 DA0396  HISTORY     - 1952     MONUMENTED       CGS
 DA0396
 DA0396                          STATION DESCRIPTION
 DA0396
 DA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0396'33.45 MI NW FROM LUKEVILLE.
 DA0396'0.95 MILE NORTH ALONG THE SONOYTA-AJO
 DA0396'HIGHWAY FROM THE POST OFFICE AT LUKEVILLE TO JUNCTION, THENCE 14.05
 DA0396'MILES WEST TO QUITOVOQUITO AND Y JUNCTION, THENCE 14.35 MILES NORTH
 DA0396'ALONG BATES WELL ROAD TO Y JUNCTION, THENCE 4.1 MILES NORTHEAST ALONG
 DA0396'THE OLD (VERY DIM) BATES WELL ROAD TO A LARGE WASH AND END OF TRUCK
 DA0396'TRAVEL, 208 FEET SOUTHEAST OF THE CENTER OF A LARGE WASH, 19 1/2 FEET
 DA0396'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.1 FEET NORTHWEST OF A WIRE
 DA0396'FENCE, 2.2 FEET NORTHWEST OF A WITNESS POST, A BRONZE DISK BRAZED TO
 DA0396'THE TOP OF A 3 INCH IRON PIPE PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0004 ***********************************************************************
 CG0004  DESIGNATION -  D 313
 CG0004  PID         -  CG0004
 CG0004  STATE/COUNTY-  AZ/PIMA
 CG0004  USGS QUAD   -  MESCAL (1983)
 CG0004
 CG0004                         *CURRENT SURVEY CONTROL
 CG0004  ___________________________________________________________________
 CG0004* NAD 83(1986)-  31 59 05.     (N)    110 28 11.     (W)     SCALED    
 CG0004* NAVD 88     -      1206.71   (+/-2cm)    3959.0    (feet)  VERTCON   
 CG0004  ___________________________________________________________________
 CG0004  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0004
 CG0004.The horizontal coordinates were scaled from a topographic map and have
 CG0004.an estimated accuracy of +/- 6 seconds.
 CG0004
 CG0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0004.The vertical order pertains to the NGVD 29 superseded value.
 CG0004
 CG0004.The geoid height was determined by GEOID03.
 CG0004
 CG0004;                    North         East    Units  Estimated Accuracy
 CG0004;SPC AZ C     -   110,090.      350,100.      MT  (+/- 180 meters Scaled)
 CG0004
 CG0004                          SUPERSEDED SURVEY CONTROL
 CG0004
 CG0004  NGVD 29 (??/??/92) 1205.907  (m)         3956.38   (f) ADJ UNCH    1 2
 CG0004
 CG0004.Superseded values are not recommended for survey control.
 CG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0004.See file dsdata.txt to determine how the superseded data were derived.
 CG0004
 CG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA500388(NAD 83)
 CG0004_MARKER: DB = BENCH MARK DISK
 CG0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0004_SP_SET: BRIDGE
 CG0004_STAMPING: D 313 1952
 CG0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0004
 CG0004  HISTORY     - Date     Condition        Report By
 CG0004  HISTORY     - 1952     MONUMENTED       CGS
 CG0004
 CG0004                          STATION DESCRIPTION
 CG0004
 CG0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0004'2.1 MI W FROM MESCAL.
 CG0004'2.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD COMPANY FROM THE
 CG0004'STATION AT MESCAL, EVEN WITH BRIDGE 1021.50, ABOUT 120 FEET NORTH OF
 CG0004'THE MAIN TRACK, AT A CONCRETE BRIDGE UNDER A SEPERATE TRACK WHICH RUNS
 CG0004'PARALLEL TO THE MAIN TRACK, SET IN TOP OF THE SOUTH CONCRETE CURBING,
 CG0004'8.5 FEET WEST OF THE EAST END OF CURBING, 3.0 FEET SOUTH OF THE SOUTH
 CG0004'RAIL OF SEPERATE TRACK, 1.7 FEET EAST OF AN EXPANSION JOINT, AND ABOUT
 CG0004'1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0193 ***********************************************************************
 ET0193  DESIGNATION -  D 314
 ET0193  PID         -  ET0193
 ET0193  STATE/COUNTY-  AZ/YAVAPAI
 ET0193  USGS QUAD   -  CLEATOR (1974)
 ET0193
 ET0193                         *CURRENT SURVEY CONTROL
 ET0193  ___________________________________________________________________
 ET0193* NAD 83(1986)-  34 20 33.     (N)    112 11 14.     (W)     SCALED    
 ET0193* NAVD 88     -      1246.09   (+/-2cm)    4088.2    (feet)  VERTCON   
 ET0193  ___________________________________________________________________
 ET0193  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 ET0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0193
 ET0193.The horizontal coordinates were scaled from a topographic map and have
 ET0193.an estimated accuracy of +/- 6 seconds.
 ET0193
 ET0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0193.The vertical order pertains to the NGVD 29 superseded value.
 ET0193
 ET0193.The geoid height was determined by GEOID03.
 ET0193
 ET0193;                    North         East    Units  Estimated Accuracy
 ET0193;SPC AZ C     -   370,680.      188,470.      MT  (+/- 180 meters Scaled)
 ET0193
 ET0193                          SUPERSEDED SURVEY CONTROL
 ET0193
 ET0193  NGVD 29 (??/??/92) 1245.353  (m)         4085.80   (f) ADJ UNCH    2 0
 ET0193
 ET0193.Superseded values are not recommended for survey control.
 ET0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0193.See file dsdata.txt to determine how the superseded data were derived.
 ET0193
 ET0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD908007(NAD 83)
 ET0193_MARKER: DB = BENCH MARK DISK
 ET0193_SETTING: 66 = SET IN ROCK OUTCROP
 ET0193_SP_SET: ROCK OUTCROP
 ET0193_STAMPING: D 314 1952
 ET0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0193+STABILITY: POSITION/ELEVATION WELL
 ET0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0193+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0193
 ET0193  HISTORY     - Date     Condition        Report By
 ET0193  HISTORY     - 1952     MONUMENTED       CGS
 ET0193  HISTORY     - 1974     GOOD             USGS
 ET0193  HISTORY     - 20040821 GOOD             USPSQD
 ET0193  HISTORY     - 20080125 GOOD             GEOCAC
 ET0193
 ET0193                          STATION DESCRIPTION
 ET0193
 ET0193'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0193'3.0 MI N FROM CORDES.
 ET0193'3.0 MILES NORTH ALONG THE COUNTY ROAD FROM THE ROAD JUNCTION AT
 ET0193'CORDES, 0.15 MILES NORTHWEST OF A CATTLE GUARD, ON THE SOUTH SLOPE OF
 ET0193'A ROCK COVERED HILL, 152 FEET NORTHEAST OF THE CENTER LINE OF AND
 ET0193'ABOUT 15 FEET HIGHER THAN THE ROAD, IN TOP OF A 2-FOOT BY 4-FOOT ROCK
 ET0193'OUTCROP PROJECTING 1 FOOT, A STANDARD DISK STAMPED D 314 1952.
 ET0193
 ET0193                          STATION RECOVERY (2004)
 ET0193
 ET0193'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0193'RECOVERED AS FOUND.
 ET0193
 ET0193                          STATION RECOVERY (2008)
 ET0193
 ET0193'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0193'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0193'34 20 33.0 (N)   112 11 14.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0089 ***********************************************************************
 CZ0089  DESIGNATION -  D 315
 CZ0089  PID         -  CZ0089
 CZ0089  STATE/COUNTY-  AZ/PIMA
 CZ0089  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ0089
 CZ0089                         *CURRENT SURVEY CONTROL
 CZ0089  ___________________________________________________________________
 CZ0089* NAD 83(1986)-  32 07 52.     (N)    110 44 04.     (W)     SCALED    
 CZ0089* NAVD 88     -       879.29   (+/-2cm)    2884.8    (feet)  VERTCON   
 CZ0089  ___________________________________________________________________
 CZ0089  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CZ0089  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0089
 CZ0089.The horizontal coordinates were scaled from a topographic map and have
 CZ0089.an estimated accuracy of +/- 6 seconds.
 CZ0089
 CZ0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0089.The vertical order pertains to the NGVD 29 superseded value.
 CZ0089
 CZ0089.The geoid height was determined by GEOID03.
 CZ0089
 CZ0089;                    North         East    Units  Estimated Accuracy
 CZ0089;SPC AZ C     -   126,020.      324,910.      MT  (+/- 180 meters Scaled)
 CZ0089
 CZ0089                          SUPERSEDED SURVEY CONTROL
 CZ0089
 CZ0089  NGVD 29 (??/??/92)  878.595  (m)         2882.52   (f) ADJ UNCH    1 2
 CZ0089
 CZ0089.Superseded values are not recommended for survey control.
 CZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0089.See file dsdata.txt to determine how the superseded data were derived.
 CZ0089
 CZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA250549(NAD 83)
 CZ0089_MARKER: DB = BENCH MARK DISK
 CZ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0089_STAMPING: D 315 1952
 CZ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0089+STABILITY: SURFACE MOTION
 CZ0089
 CZ0089  HISTORY     - Date     Condition        Report By
 CZ0089  HISTORY     - 1952     MONUMENTED       CGS
 CZ0089
 CZ0089                          STATION DESCRIPTION
 CZ0089
 CZ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0089'1.0 MI S FROM THUNDERHEAD RANCH.
 CZ0089'0.5 MILE WEST ALONG THE DIRT RUNWAY FROM THE RANCH HOUSE, THENCE 0.5
 CZ0089'MILE SOUTHEAST ALONG A COUNTY GRADED ROAD, 10.3 MILES NORTH OF VAIL,
 CZ0089'ARIZONA, AT A T JUNCTION FORMED BY THE TRACK ROAD AND A GRADED COUNTY
 CZ0089'ROAD.  63.0 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY GRADED
 CZ0089'ROAD, 33 FEET SOUTHWEST OF THE FENCE CORNER, 21 FEET NORTHWEST OF THE
 CZ0089'CENTER LINE OF THE TRACK ROAD, 2.0 FEET NORTHEAST OF THE WITNESS POST,
 CZ0089'1.0 FEET SOUTHEAST OF A FENCE, SET IN A CONCRETE POST PROJECTING 0.6
 CZ0089'FEET ABOVE THE GROUND AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0304 ***********************************************************************
 ET0304  DESIGNATION -  D 316
 ET0304  PID         -  ET0304
 ET0304  STATE/COUNTY-  AZ/YAVAPAI
 ET0304  USGS QUAD   -  CLEATOR (1974)
 ET0304
 ET0304                         *CURRENT SURVEY CONTROL
 ET0304  ___________________________________________________________________
 ET0304* NAD 83(1986)-  34 22 07.     (N)    112 10 13.     (W)     SCALED    
 ET0304* NAVD 88     -      1286.08   (+/-2cm)    4219.4    (feet)  VERTCON   
 ET0304  ___________________________________________________________________
 ET0304  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 ET0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0304
 ET0304.The horizontal coordinates were scaled from a topographic map and have
 ET0304.an estimated accuracy of +/- 6 seconds.
 ET0304
 ET0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0304.The vertical order pertains to the NGVD 29 superseded value.
 ET0304
 ET0304.The geoid height was determined by GEOID03.
 ET0304
 ET0304;                    North         East    Units  Estimated Accuracy
 ET0304;SPC AZ C     -   373,570.      190,030.      MT  (+/- 180 meters Scaled)
 ET0304
 ET0304                          SUPERSEDED SURVEY CONTROL
 ET0304
 ET0304  NGVD 29 (??/??/92) 1285.352  (m)         4217.03   (f) ADJ UNCH    2 0
 ET0304
 ET0304.Superseded values are not recommended for survey control.
 ET0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0304.See file dsdata.txt to determine how the superseded data were derived.
 ET0304
 ET0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD923036(NAD 83)
 ET0304_MARKER: DB = BENCH MARK DISK
 ET0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0304_STAMPING: D 316 1952
 ET0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0304+STABILITY: SURFACE MOTION
 ET0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0304+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0304
 ET0304  HISTORY     - Date     Condition        Report By
 ET0304  HISTORY     - 1952     MONUMENTED       CGS
 ET0304  HISTORY     - 1974     GOOD             USGS
 ET0304  HISTORY     - 20040808 GOOD             USPSQD
 ET0304  HISTORY     - 20080613 GOOD             GEOCAC
 ET0304
 ET0304                          STATION DESCRIPTION
 ET0304
 ET0304'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0304'5.0 MI SE FROM MAYER.
 ET0304'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0304'MAYER, THENCE 0.8 MILE EAST ALONG GRADED COUNTY ROAD, AT THE JUNCTION
 ET0304'OF A ROAD LEADING SOUTHEAST, AT THE SUMMIT OF A HILL, 58 FEET SOUTH OF
 ET0304'THE CENTER LINE OF THE COUNTY ROAD, 31 FEET EAST OF THE CENTER LINE OF
 ET0304'THE ROAD LEADING SOUTHEAST 3 FEET BELOW THE ROAD, AND SET IN THE TOP
 ET0304'OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE GROUND.
 ET0304
 ET0304                          STATION RECOVERY (2004)
 ET0304
 ET0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0304'MARK LOCATED IN GOOD SHAPE.
 ET0304
 ET0304                          STATION RECOVERY (2008)
 ET0304
 ET0304'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0304'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0304'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS OLD SYCAMORE ROAD.
 ET0304'HANDHELD COORDINATES
 ET0304'34 22 07.9 (N)   112 10 12.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0870 ***********************************************************************
 CZ0870  DESIGNATION -  D 318
 CZ0870  PID         -  CZ0870
 CZ0870  STATE/COUNTY-  AZ/PIMA
 CZ0870  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0870
 CZ0870                         *CURRENT SURVEY CONTROL
 CZ0870  ___________________________________________________________________
 CZ0870* NAD 83(1986)-  32 27 16.     (N)    111 54 03.     (W)     SCALED    
 CZ0870* NAVD 88     -       520.97   (+/-2cm)    1709.2    (feet)  VERTCON   
 CZ0870  ___________________________________________________________________
 CZ0870  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CZ0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0870
 CZ0870.The horizontal coordinates were scaled from a topographic map and have
 CZ0870.an estimated accuracy of +/- 6 seconds.
 CZ0870
 CZ0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0870.The vertical order pertains to the NGVD 29 superseded value.
 CZ0870
 CZ0870.The geoid height was determined by GEOID03.
 CZ0870
 CZ0870;                    North         East    Units  Estimated Accuracy
 CZ0870;SPC AZ C     -   161,260.      214,850.      MT  (+/- 180 meters Scaled)
 CZ0870
 CZ0870                          SUPERSEDED SURVEY CONTROL
 CZ0870
 CZ0870  NGVD 29 (??/??/92)  520.381  (m)         1707.28   (f) ADJ UNCH    2 0
 CZ0870
 CZ0870.Superseded values are not recommended for survey control.
 CZ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0870.See file dsdata.txt to determine how the superseded data were derived.
 CZ0870
 CZ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA153911(NAD 83)
 CZ0870_MARKER: DB = BENCH MARK DISK
 CZ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0870_STAMPING: D 318 1952
 CZ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0870+STABILITY: SURFACE MOTION
 CZ0870
 CZ0870  HISTORY     - Date     Condition        Report By
 CZ0870  HISTORY     - 1952     MONUMENTED       CGS
 CZ0870
 CZ0870                          STATION DESCRIPTION
 CZ0870
 CZ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0870'5.0 MI SE FROM KOMELIH.
 CZ0870'5.0 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0870'ABOUT 1 1/4 MILES NORTH-NORTHWEST OF A RANGE OF MOUNTAINS, 0.55 MILE
 CZ0870'NORTHWEST OF A ROAD JUNCTION, AT A SLIGHT UPGRADE GOING SOUTHWEST, AT
 CZ0870'A SMALL CLEARING, 17 FEET EAST OF THE CENTER LINE OF AND ABOUT 1/2
 CZ0870'FOOT HIGHER THAN THE ROAD, 2.6 FEET NORTHWEST OF A WITNESS POST, AND
 CZ0870'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CZ0870'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0062 ***********************************************************************
 DA0062  DESIGNATION -  D 319
 DA0062  PID         -  DA0062
 DA0062  STATE/COUNTY-  AZ/MARICOPA
 DA0062  USGS QUAD   -  KAKA NW (1986)
 DA0062
 DA0062                         *CURRENT SURVEY CONTROL
 DA0062  ___________________________________________________________________
 DA0062* NAD 83(1986)-  32 44 26.     (N)    112 22 48.     (W)     SCALED    
 DA0062* NAVD 88     -       845.27   (+/-2cm)    2773.2    (feet)  VERTCON   
 DA0062  ___________________________________________________________________
 DA0062  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0062
 DA0062.The horizontal coordinates were scaled from a topographic map and have
 DA0062.an estimated accuracy of +/- 6 seconds.
 DA0062
 DA0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0062.The vertical order pertains to the NGVD 29 superseded value.
 DA0062
 DA0062.The geoid height was determined by GEOID03.
 DA0062
 DA0062;                    North         East    Units  Estimated Accuracy
 DA0062;SPC AZ C     -   193,080.      169,940.      MT  (+/- 180 meters Scaled)
 DA0062
 DA0062                          SUPERSEDED SURVEY CONTROL
 DA0062
 DA0062  NGVD 29 (??/??/92)  844.551  (m)         2770.83   (f) ADJ UNCH    2 0
 DA0062
 DA0062.Superseded values are not recommended for survey control.
 DA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0062.See file dsdata.txt to determine how the superseded data were derived.
 DA0062
 DA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB707233(NAD 83)
 DA0062_MARKER: DB = BENCH MARK DISK
 DA0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0062_STAMPING: D 319 1952
 DA0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0062+STABILITY: SURFACE MOTION
 DA0062
 DA0062  HISTORY     - Date     Condition        Report By
 DA0062  HISTORY     - 1952     MONUMENTED       CGS
 DA0062  HISTORY     - 20090206 GOOD             GEOCAC
 DA0062
 DA0062                          STATION DESCRIPTION
 DA0062
 DA0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0062'2.7 MI NW FROM STOUTS WELL.
 DA0062'2.7 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0062'AT A POINT WHERE THE ROAD FOLLOWS A WASH, AT A POINT WHERE THE WASH
 DA0062'MAKES AN S CURVE, ON THE OUTSIDE OF THE CURVE, ON THE WEST BANK OF THE
 DA0062'WASH, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF
 DA0062'THE EAST, ONE OF 3 SMALL IRONWOOD TREES, 2.2 FEET EAST OF A WITNESS
 DA0062'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0062'THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 DA0062
 DA0062                          STATION RECOVERY (2009)
 DA0062
 DA0062'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0062'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0062'THE DESCRIPTION - THE WITNESS POST IS GONE. THE MARK IS LOCATED IN
 DA0062'AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR). VISIT THE BMGR TO
 DA0062'OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT IS OBTAINED CALL
 DA0062'THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON EXITING THE AREA.
 DA0062'HANDHELD COORDINATES
 DA0062'32 44 28.7 (N)   112 22 49.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0112 ***********************************************************************
 GO0112  DESIGNATION -  D 32
 GO0112  PID         -  GO0112
 GO0112  STATE/COUNTY-  AZ/APACHE
 GO0112  USGS QUAD   -  ROUGH ROCK NW (1968)
 GO0112
 GO0112                         *CURRENT SURVEY CONTROL
 GO0112  ___________________________________________________________________
 GO0112* NAD 83(1986)-  36 28 45.     (N)    109 52 38.     (W)     SCALED    
 GO0112* NAVD 88     -      1741.418  (meters)    5713.30   (feet)  ADJUSTED  
 GO0112  ___________________________________________________________________
 GO0112  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GO0112  DYNAMIC HT  -        1739.208 (meters)    5706.05  (feet)  COMP
 GO0112  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 GO0112
 GO0112  VERT ORDER  -  FIRST     CLASS II
 GO0112
 GO0112.The horizontal coordinates were scaled from a topographic map and have
 GO0112.an estimated accuracy of +/- 6 seconds.
 GO0112
 GO0112.The orthometric height was determined by differential leveling
 GO0112.and adjusted in June 1991.
 GO0112
 GO0112.The geoid height was determined by GEOID03.
 GO0112
 GO0112.The dynamic height is computed by dividing the NAVD 88
 GO0112.geopotential number by the normal gravity value computed on the
 GO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0112.degrees latitude (g = 980.6199 gals.).
 GO0112
 GO0112.The modeled gravity was interpolated from observed gravity values.
 GO0112
 GO0112;                    North         East    Units  Estimated Accuracy
 GO0112;SPC AZ E     -   607,720.      239,300.      MT  (+/- 180 meters Scaled)
 GO0112
 GO0112                          SUPERSEDED SURVEY CONTROL
 GO0112
 GO0112  NGVD 29 (??/??/92) 1740.460  (m)         5710.16   (f) ADJ UNCH    1 2
 GO0112
 GO0112.Superseded values are not recommended for survey control.
 GO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0112.See file dsdata.txt to determine how the superseded data were derived.
 GO0112
 GO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF005376(NAD 83)
 GO0112_MARKER: DB = BENCH MARK DISK
 GO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0112_STAMPING: D-32 1933
 GO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0112+STABILITY: SURFACE MOTION
 GO0112
 GO0112  HISTORY     - Date     Condition        Report By
 GO0112  HISTORY     - 1933     MONUMENTED       CGS
 GO0112
 GO0112                          STATION DESCRIPTION
 GO0112
 GO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0112'34.0 MI SE FROM KAYENTA.
 GO0112'34.0 MILES SOUTH EAST OF THE POST OFFICE ALONG CHIN LEE-KAYENTA ROAD.
 GO0112'3.5 MILES NORTH WEST OF THE WEST ROAD JUNCTION TO ROUGH ROCK SPRINGS.
 GO0112'AT CREST OF RISE, SET 60 FEET NORTH EAST OF BEGINNING OF CURVE TO
 GO0112'SOUTHEAST AND 18 FEET EAST OF THE CENTER LINE OF THE ROAD AND ON SAME
 GO0112'LEVEL, AND 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0577 ***********************************************************************
 DA0577  DESIGNATION -  D 320
 DA0577  PID         -  DA0577
 DA0577  STATE/COUNTY-  AZ/MARICOPA
 DA0577  USGS QUAD   -  THEBA (1973)
 DA0577
 DA0577                         *CURRENT SURVEY CONTROL
 DA0577  ___________________________________________________________________
 DA0577* NAD 83(1986)-  32 53 54.     (N)    112 54 28.     (W)     SCALED    
 DA0577* NAVD 88     -       223.60   (+/-2cm)     733.6    (feet)  VERTCON   
 DA0577  ___________________________________________________________________
 DA0577  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA0577  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0577
 DA0577.The horizontal coordinates were scaled from a topographic map and have
 DA0577.an estimated accuracy of +/- 6 seconds.
 DA0577
 DA0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0577.The vertical order pertains to the NGVD 29 superseded value.
 DA0577
 DA0577.The geoid height was determined by GEOID03.
 DA0577
 DA0577;                    North         East    Units  Estimated Accuracy
 DA0577;SPC AZ C     -   210,910.      120,640.      MT  (+/- 180 meters Scaled)
 DA0577
 DA0577                          SUPERSEDED SURVEY CONTROL
 DA0577
 DA0577  NGVD 29 (??/??/92)  223.037  (m)          731.75   (f) ADJ UNCH    1 2
 DA0577
 DA0577.Superseded values are not recommended for survey control.
 DA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0577.See file dsdata.txt to determine how the superseded data were derived.
 DA0577
 DA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB215416(NAD 83)
 DA0577_MARKER: DB = BENCH MARK DISK
 DA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0577_STAMPING: D 320 1952
 DA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0577+STABILITY: SURFACE MOTION
 DA0577
 DA0577  HISTORY     - Date     Condition        Report By
 DA0577  HISTORY     - 1952     MONUMENTED       CGS
 DA0577  HISTORY     - 1973     GOOD             USGS
 DA0577
 DA0577                          STATION DESCRIPTION
 DA0577
 DA0577'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0577'0.9 MI W FROM THEBA.
 DA0577'FROM THE SCHOOL AT THEBA, WEST 0.35 MILE ON FRONTAGE ROAD TO T-ROAD
 DA0577'SOUTH, TURN LEFT SOUTH 0.65 MILE CROSSING TRACKS TO CROSS ROAD, TURN
 DA0577'LEFT EAST 0.15 MILE TO RD. FORK TURN RIGHT SOUTH 0.3 MILE TO BRIDGE
 DA0577'OVER CANAL, CROSS OVER CANAL TO DIRT LANDING STRIP. PROCEED SW ABOUT
 DA0577'1.0 MILES ALONG THE NE-SW RUNWAY WHICH PARALLELS THE CANAL TO THE END
 DA0577'OF RUNWAY.  ABOUT 25 FT. SW OF THE SE CORNER OF RUNWAY.  A STANDARD
 DA0577'DISK STAMPED D 320 1952 SET IN A CONCRETE POST PROJECTING 0.2 ABOVE
 DA0577'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0586 ***********************************************************************
 DA0586  DESIGNATION -  D 321
 DA0586  PID         -  DA0586
 DA0586  STATE/COUNTY-  AZ/MARICOPA
 DA0586  USGS QUAD   -  SMURR (1973)
 DA0586
 DA0586                         *CURRENT SURVEY CONTROL
 DA0586  ___________________________________________________________________
 DA0586* NAD 83(1986)-  32 52 57.     (N)    112 48 35.     (W)     SCALED    
 DA0586* NAVD 88     -       246.71   (+/-2cm)     809.4    (feet)  VERTCON   
 DA0586  ___________________________________________________________________
 DA0586  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0586  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0586
 DA0586.The horizontal coordinates were scaled from a topographic map and have
 DA0586.an estimated accuracy of +/- 6 seconds.
 DA0586
 DA0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0586.The vertical order pertains to the NGVD 29 superseded value.
 DA0586
 DA0586.The geoid height was determined by GEOID03.
 DA0586
 DA0586;                    North         East    Units  Estimated Accuracy
 DA0586;SPC AZ C     -   209,080.      129,800.      MT  (+/- 180 meters Scaled)
 DA0586
 DA0586                          SUPERSEDED SURVEY CONTROL
 DA0586
 DA0586  NGVD 29 (??/??/92)  246.124  (m)          807.49   (f) ADJ UNCH    1 2
 DA0586
 DA0586.Superseded values are not recommended for survey control.
 DA0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0586.See file dsdata.txt to determine how the superseded data were derived.
 DA0586
 DA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB307397(NAD 83)
 DA0586_MARKER: DB = BENCH MARK DISK
 DA0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0586_STAMPING: D 321 1952
 DA0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0586+STABILITY: SURFACE MOTION
 DA0586
 DA0586  HISTORY     - Date     Condition        Report By
 DA0586  HISTORY     - 1952     MONUMENTED       CGS
 DA0586
 DA0586                          STATION DESCRIPTION
 DA0586
 DA0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0586'8.7 MI SW FROM GILA BEND.
 DA0586'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0586'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0586'SOUTHWEST ACROSS COUNTRY TO A GRADED ROAD, THENCE 2.6 MILES SOUTHWEST
 DA0586'TO THE AIR FIELD, THENCE 0.6 MILE EAST ALONG THE EAST-WEST RUNWAY OF
 DA0586'THE AIR FIELD TO THE EAST END OF THE FIELD, 1.8 FEET SOUTHWEST OF A
 DA0586'WITNESS POST, 13.6 FEET NORTHEAST OF THE NORTH EDGE OF THE EAST-WEST
 DA0586'RUNWAY, 102 FEET WEST OF THE EAST CORNER OF THE FIELD, AND SET IN TOP
 DA0586'OF A CONCRETE POST LEVEL WITH THE GROUND AND RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0840 ***********************************************************************
 DV0840  DESIGNATION -  D 322
 DV0840  PID         -  DV0840
 DV0840  STATE/COUNTY-  AZ/MARICOPA
 DV0840  USGS QUAD   -  HASSAYAMPA (1978)
 DV0840
 DV0840                         *CURRENT SURVEY CONTROL
 DV0840  ___________________________________________________________________
 DV0840* NAD 83(1986)-  33 22 19.     (N)    112 40 04.     (W)     SCALED    
 DV0840* NAVD 88     -       272.433  (meters)     893.81   (feet)  ADJUSTED  
 DV0840  ___________________________________________________________________
 DV0840  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DV0840  DYNAMIC HT  -         272.119 (meters)     892.78  (feet)  COMP
 DV0840  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 DV0840
 DV0840  VERT ORDER  -  FIRST     CLASS II
 DV0840
 DV0840.The horizontal coordinates were scaled from a topographic map and have
 DV0840.an estimated accuracy of +/- 6 seconds.
 DV0840
 DV0840.The orthometric height was determined by differential leveling
 DV0840.and adjusted in November 1993.
 DV0840
 DV0840.The geoid height was determined by GEOID03.
 DV0840
 DV0840.The dynamic height is computed by dividing the NAVD 88
 DV0840.geopotential number by the normal gravity value computed on the
 DV0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0840.degrees latitude (g = 980.6199 gals.).
 DV0840
 DV0840.The modeled gravity was interpolated from observed gravity values.
 DV0840
 DV0840;                    North         East    Units  Estimated Accuracy
 DV0840;SPC AZ C     -   263,250.      143,470.      MT  (+/- 180 meters Scaled)
 DV0840
 DV0840                          SUPERSEDED SURVEY CONTROL
 DV0840
 DV0840  NGVD 29 (??/??/92)  271.804  (m)          891.74   (f) ADJ UNCH    1 2
 DV0840
 DV0840.Superseded values are not recommended for survey control.
 DV0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0840.See file dsdata.txt to determine how the superseded data were derived.
 DV0840
 DV0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB448937(NAD 83)
 DV0840_MARKER: DB = BENCH MARK DISK
 DV0840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0840_SP_SET: HEADWALL
 DV0840_STAMPING: D 322 1952
 DV0840_MARK LOGO: CGS   
 DV0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0840+STABILITY: SURFACE MOTION
 DV0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0840+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DV0840
 DV0840  HISTORY     - Date     Condition        Report By
 DV0840  HISTORY     - 1952     MONUMENTED       CGS
 DV0840  HISTORY     - 1962     GOOD             NGS
 DV0840  HISTORY     - 19920316 GOOD             NGS
 DV0840  HISTORY     - 20040819 GOOD             DEWDAV
 DV0840
 DV0840                          STATION DESCRIPTION
 DV0840
 DV0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0840'4.9 MI W FROM BUCKEYE.
 DV0840'4.9 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0840'STATION AT BUCKEYE, 5 TELEPHONE POLES WEST OF MILEPOST 871, IN TOP OF
 DV0840'THE NORTH CONCRETE HEADWALL OF A CULVERT, 21 FEET SOUTHWEST OF A
 DV0840'TELEPHONE POLE, 19.8 FEET NORTH OF THE NORTH RAIL, AND DRILL A HOLE IN
 DV0840'THE CULVERT ABOUT 0.8 FOOT LOWER THAN THE TRACK.
 DV0840
 DV0840                          STATION RECOVERY (1962)
 DV0840
 DV0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0840'RECOVERED IN GOOD CONDITION.
 DV0840
 DV0840                          STATION RECOVERY (1992)
 DV0840
 DV0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0840'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0840'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0840'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0840'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0840'SOUTHERLY ALONG WILSON AVENUE, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG
 DV0840'THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 1.2 M (3.9 FT) EAST OF
 DV0840'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 6.3 M (20.7
 DV0840'FT) NORTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 DV0840'TRACK.
 DV0840
 DV0840                          STATION RECOVERY (2004)
 DV0840
 DV0840'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 DV0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0452 ***********************************************************************
 CY0452  DESIGNATION -  D 324
 CY0452  PID         -  CY0452
 CY0452  STATE/COUNTY-  AZ/COCHISE
 CY0452  USGS QUAD   -  LUZENA (1979)
 CY0452
 CY0452                         *CURRENT SURVEY CONTROL
 CY0452  ___________________________________________________________________
 CY0452* NAD 83(1986)-  32 20 09.     (N)    109 31 09.     (W)     SCALED    
 CY0452* NAVD 88     -      1166.79   (+/-2cm)    3828.0    (feet)  VERTCON   
 CY0452  ___________________________________________________________________
 CY0452  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0452  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0452
 CY0452.The horizontal coordinates were scaled from a topographic map and have
 CY0452.an estimated accuracy of +/- 6 seconds.
 CY0452
 CY0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0452.The vertical order pertains to the NGVD 29 superseded value.
 CY0452
 CY0452.The geoid height was determined by GEOID03.
 CY0452
 CY0452;                    North         East    Units  Estimated Accuracy
 CY0452;SPC AZ E     -   148,290.      274,320.      MT  (+/- 180 meters Scaled)
 CY0452
 CY0452                          SUPERSEDED SURVEY CONTROL
 CY0452
 CY0452  NGVD 29 (??/??/92) 1166.039  (m)         3825.58   (f) ADJ UNCH    1 2
 CY0452
 CY0452.Superseded values are not recommended for survey control.
 CY0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0452.See file dsdata.txt to determine how the superseded data were derived.
 CY0452
 CY0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA393786(NAD 83)
 CY0452_MARKER: DB = BENCH MARK DISK
 CY0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0452_SP_SET: BRIDGE
 CY0452_STAMPING: D 324 1952
 CY0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0452
 CY0452  HISTORY     - Date     Condition        Report By
 CY0452  HISTORY     - 1952     MONUMENTED       CGS
 CY0452  HISTORY     - 1960     GOOD             NGS
 CY0452
 CY0452                          STATION DESCRIPTION
 CY0452
 CY0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0452'1.95 MI W FROM BOWIE.
 CY0452'1.95 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0452'STATION AT BOWIE, ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CY0452'ABUTMENT OF BRIDGE NUMBER 1096.45, 127.0 FEET SOUTH OF THE CENTER LINE
 CY0452'OF THE ROAD, 114.0 FEET SOUTH OF A FENCE, 7 1/2 FEET NORTH OF THE
 CY0452'NORTH RAIL, 2.7 FEET NORTH OF A GUARD RAIL, 0.7 FOOT EAST OF THE WEST
 CY0452'EDGE OF THE BRIDGE, ABOUT 1.0 FOOT LOWER THAN THE TRACK.
 CY0452
 CY0452                          STATION RECOVERY (1960)
 CY0452
 CY0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0375 ***********************************************************************
 CY0375  DESIGNATION -  D 325
 CY0375  PID         -  CY0375
 CY0375  STATE/COUNTY-  AZ/COCHISE
 CY0375  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0375
 CY0375                         *CURRENT SURVEY CONTROL
 CY0375  ___________________________________________________________________
 CY0375* NAD 83(1986)-  32 09 32.     (N)    109 53 38.     (W)     SCALED    
 CY0375* NAVD 88     -      1261.26   (+/-2cm)    4138.0    (feet)  VERTCON   
 CY0375  ___________________________________________________________________
 CY0375  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0375  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0375
 CY0375.The horizontal coordinates were scaled from a topographic map and have
 CY0375.an estimated accuracy of +/- 6 seconds.
 CY0375
 CY0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0375.The vertical order pertains to the NGVD 29 superseded value.
 CY0375
 CY0375.The geoid height was determined by GEOID03.
 CY0375
 CY0375;                    North         East    Units  Estimated Accuracy
 CY0375;SPC AZ E     -   128,520.      239,090.      MT  (+/- 180 meters Scaled)
 CY0375
 CY0375                          SUPERSEDED SURVEY CONTROL
 CY0375
 CY0375  NGVD 29 (??/??/92) 1260.517  (m)         4135.55   (f) ADJ UNCH    1 2
 CY0375
 CY0375.Superseded values are not recommended for survey control.
 CY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0375.See file dsdata.txt to determine how the superseded data were derived.
 CY0375
 CY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA043585(NAD 83)
 CY0375_MARKER: DB = BENCH MARK DISK
 CY0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0375_STAMPING: D 325 1952
 CY0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0375+STABILITY: SURFACE MOTION
 CY0375
 CY0375  HISTORY     - Date     Condition        Report By
 CY0375  HISTORY     - 1952     MONUMENTED       CGS
 CY0375  HISTORY     - 1958     GOOD             NGS
 CY0375  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0375
 CY0375                          STATION DESCRIPTION
 CY0375
 CY0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CY0375'3.5 MI NE FROM COCHISE.
 CY0375'3.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CY0375'STATION AT COCHISE, COCHISE COUNTY, 0.35 MILES NORTHEAST OF MILEPOST
 CY0375'1067.  98 FEET NORTHWEST OF THE NORTHWEST RAIL.  58 FEET SOUTHEAST OF
 CY0375'THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK STAMPED, D 325
 CY0375'1952 AND SET IN THE TOP OF A CONCRETE POST.
 CY0375
 CY0375                          STATION RECOVERY (1979)
 CY0375
 CY0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0375'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MARK WAS DESTROYED
 CY0375'OR COVERED UP BY THE CONSTRUCTION OF A RAILROAD DUST BLIND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0034 ***********************************************************************
 CG0034  DESIGNATION -  D 326
 CG0034  PID         -  CG0034
 CG0034  STATE/COUNTY-  AZ/COCHISE
 CG0034  USGS QUAD   -  SAINT DAVID (1973)
 CG0034
 CG0034                         *CURRENT SURVEY CONTROL
 CG0034  ___________________________________________________________________
 CG0034* NAD 83(1986)-  31 57 06.     (N)    110 10 55.     (W)     SCALED    
 CG0034* NAVD 88     -      1233.80   (+/-2cm)    4047.9    (feet)  VERTCON   
 CG0034  ___________________________________________________________________
 CG0034  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CG0034  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0034
 CG0034.The horizontal coordinates were scaled from a topographic map and have
 CG0034.an estimated accuracy of +/- 6 seconds.
 CG0034
 CG0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0034.The vertical order pertains to the NGVD 29 superseded value.
 CG0034
 CG0034.The geoid height was determined by GEOID03.
 CG0034
 CG0034;                    North         East    Units  Estimated Accuracy
 CG0034;SPC AZ E     -   105,510.      211,920.      MT  (+/- 180 meters Scaled)
 CG0034
 CG0034                          SUPERSEDED SURVEY CONTROL
 CG0034
 CG0034  NGVD 29 (??/??/92) 1232.971  (m)         4045.17   (f) ADJ UNCH    1 2
 CG0034
 CG0034.Superseded values are not recommended for survey control.
 CG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0034.See file dsdata.txt to determine how the superseded data were derived.
 CG0034
 CG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA773353(NAD 83)
 CG0034_MARKER: DB = BENCH MARK DISK
 CG0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0034_SP_SET: FOUNDATION
 CG0034_STAMPING: D 326 1952
 CG0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0034
 CG0034  HISTORY     - Date     Condition        Report By
 CG0034  HISTORY     - 1952     MONUMENTED       CGS
 CG0034
 CG0034                          STATION DESCRIPTION
 CG0034
 CG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0034'8.7 MI E FROM BENSON.
 CG0034'8.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0034'STATION AT BENSON, 0.5 MILE EAST OF THE SECTION HOUSE AND SIGN SIBYL,
 CG0034'0.4 MILE EAST OF MILEPOLE 1041, 0.15 MILE WEST OF A RAILROAD CROSSING,
 CG0034'AT THE WATER TANK, IN TOP OF THE NORTHEAST ONE OF THE TWO NORTH
 CG0034'CONCRETE FOUNDATIONS FOR THE LEGS OF THE WATER TANK, 78.0 FEET EAST OF
 CG0034'THE NORTHEAST CORNER PUMP HOUSE BUILDING, 66.0 FEET SOUTH OF THE SOUTH
 CG0034'RAIL OF THE MAIN TRACK, 0.3 FOOT NORTHWEST OF THE NORTHWEST CORNER OF
 CG0034'THE STEEL BASE OF THE LEG, ABOUT LEVEL WITH THE TRACK (MAIN), AND SET
 CG0034'IN A CONCRETE FOUNDATION 1.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0199 ***********************************************************************
 DU0199  DESIGNATION -  D 327
 DU0199  PID         -  DU0199
 DU0199  STATE/COUNTY-  AZ/GRAHAM
 DU0199  USGS QUAD   -  CALVA (1989)
 DU0199
 DU0199                         *CURRENT SURVEY CONTROL
 DU0199  ___________________________________________________________________
 DU0199* NAD 83(1986)-  33 13 00.     (N)    110 10 01.     (W)     SCALED    
 DU0199* NAVD 88     -       917.235  (meters)    3009.30   (feet)  ADJUSTED  
 DU0199  ___________________________________________________________________
 DU0199  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DU0199  DYNAMIC HT  -         915.978 (meters)    3005.17  (feet)  COMP
 DU0199  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 DU0199
 DU0199  VERT ORDER  -  SECOND    CLASS 0
 DU0199
 DU0199.The horizontal coordinates were scaled from a topographic map and have
 DU0199.an estimated accuracy of +/- 6 seconds.
 DU0199
 DU0199.The orthometric height was determined by differential leveling
 DU0199.and adjusted in June 1991.
 DU0199
 DU0199.The geoid height was determined by GEOID03.
 DU0199
 DU0199.The dynamic height is computed by dividing the NAVD 88
 DU0199.geopotential number by the normal gravity value computed on the
 DU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0199.degrees latitude (g = 980.6199 gals.).
 DU0199
 DU0199.The modeled gravity was interpolated from observed gravity values.
 DU0199
 DU0199;                    North         East    Units  Estimated Accuracy
 DU0199;SPC AZ E     -   245,780.      213,330.      MT  (+/- 180 meters Scaled)
 DU0199
 DU0199                          SUPERSEDED SURVEY CONTROL
 DU0199
 DU0199  NGVD 29 (??/??/92)  916.640  (m)         3007.34   (f) ADJ UNCH    2 0
 DU0199
 DU0199.Superseded values are not recommended for survey control.
 DU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0199.See file dsdata.txt to determine how the superseded data were derived.
 DU0199
 DU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB776756(NAD 83)
 DU0199_MARKER: DB = BENCH MARK DISK
 DU0199_SETTING: 66 = SET IN ROCK OUTCROP
 DU0199_SP_SET: BEDROCK
 DU0199_STAMPING: D 327 1952
 DU0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0199+STABILITY: POSITION/ELEVATION WELL
 DU0199
 DU0199  HISTORY     - Date     Condition        Report By
 DU0199  HISTORY     - 1952     MONUMENTED       CGS
 DU0199
 DU0199                          STATION DESCRIPTION
 DU0199
 DU0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0199'3.4 MI NE FROM CALVA.
 DU0199'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0199'COMPANY RAILROAD STATION AT CALVA, THENCE 2.9 MILE NORTHEAST ALONG THE
 DU0199'CALVA - ASH CREEK ROAD, AT A POINT WHERE THE ROAD CROSSES A SMALL
 DU0199'WASH, ON THE NORTHWEST SLOPE OF A HILL, 41 FEET SOUTHWEST OF THE
 DU0199'APPROXIMATE CENTER OF THE WASH, 13 FEET SOUTHEAST OF THE CENTER LINE
 DU0199'OF THE ROAD, 1 1/2 FEET NORTHWEST OF A CAIRN, ABOUT 1 1/2 FEET HIGHER
 DU0199'THAN THE ROAD, AND SET IN THE TOP OF A WHITE SANDSTONE BEDROCK ABOUT
 DU0199'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0387 ***********************************************************************
 ES0387  DESIGNATION -  D 329
 ES0387  PID         -  ES0387
 ES0387  STATE/COUNTY-  AZ/YAVAPAI
 ES0387  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0387
 ES0387                         *CURRENT SURVEY CONTROL
 ES0387  ___________________________________________________________________
 ES0387* NAD 83(1986)-  34 21 03.     (N)    111 41 19.     (W)     SCALED    
 ES0387* NAVD 88     -      1025.24   (+/-2cm)    3363.6    (feet)  VERTCON   
 ES0387  ___________________________________________________________________
 ES0387  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ES0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0387
 ES0387.The horizontal coordinates were scaled from a topographic map and have
 ES0387.an estimated accuracy of +/- 6 seconds.
 ES0387
 ES0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0387.The vertical order pertains to the NGVD 29 superseded value.
 ES0387
 ES0387.The geoid height was determined by GEOID03.
 ES0387
 ES0387;                    North         East    Units  Estimated Accuracy
 ES0387;SPC AZ C     -   371,590.      234,340.      MT  (+/- 180 meters Scaled)
 ES0387
 ES0387                          SUPERSEDED SURVEY CONTROL
 ES0387
 ES0387  NGVD 29 (??/??/92) 1024.536  (m)         3361.33   (f) ADJ UNCH    2 0
 ES0387
 ES0387.Superseded values are not recommended for survey control.
 ES0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0387.See file dsdata.txt to determine how the superseded data were derived.
 ES0387
 ES0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD366012(NAD 83)
 ES0387_MARKER: DB = BENCH MARK DISK
 ES0387_SETTING: 66 = SET IN ROCK OUTCROP
 ES0387_SP_SET: ROCK OUTCROP
 ES0387_STAMPING: D 329 1952
 ES0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0387+STABILITY: POSITION/ELEVATION WELL
 ES0387
 ES0387  HISTORY     - Date     Condition        Report By
 ES0387  HISTORY     - 1952     MONUMENTED       CGS
 ES0387
 ES0387                          STATION DESCRIPTION
 ES0387
 ES0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0387'2.3 MI NE FROM VERDE HOT SPRINGS.
 ES0387'2.3 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0387'HOTEL, IN THE TOP OF A 4-FOOT BY 5-FOOT BROWN ROCK OUTCROP PROJECTING
 ES0387'2 1/2 FEET ABOVE THE GROUND, 0.2 MILE SOUTH OF A DOUBLE POWER LINE
 ES0387'POLE, 65 YARDS NORTH OF A POWER LINE CROSSING THE ROAD, 119 FEET NORTH
 ES0387'OF THE END OF THE CENTER LINE OF A CORRUGATED METAL PIPE CULVERT, 59
 ES0387'FEET WEST OF THE CENTER LINE AND ABOUT 7 FEET LOWER THAN THE ROAD, AND
 ES0387'10.6 FEET NORTHEAST OF A JUNIPER BUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0136 ***********************************************************************
 GO0136  DESIGNATION -  D 33
 GO0136  PID         -  GO0136
 GO0136  STATE/COUNTY-  AZ/APACHE
 GO0136  USGS QUAD   -  CHINLE (1982)
 GO0136
 GO0136                         *CURRENT SURVEY CONTROL
 GO0136  ___________________________________________________________________
 GO0136* NAD 83(1986)-  36 09 13.     (N)    109 32 58.     (W)     SCALED    
 GO0136* NAVD 88     -      1680.105  (meters)    5512.14   (feet)  ADJUSTED  
 GO0136  ___________________________________________________________________
 GO0136  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 GO0136  DYNAMIC HT  -        1678.001 (meters)    5505.24  (feet)  COMP
 GO0136  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 GO0136
 GO0136  VERT ORDER  -  FIRST     CLASS II
 GO0136
 GO0136.The horizontal coordinates were scaled from a topographic map and have
 GO0136.an estimated accuracy of +/- 6 seconds.
 GO0136
 GO0136.The orthometric height was determined by differential leveling
 GO0136.and adjusted in June 1991.
 GO0136
 GO0136.The geoid height was determined by GEOID03.
 GO0136
 GO0136.The dynamic height is computed by dividing the NAVD 88
 GO0136.geopotential number by the normal gravity value computed on the
 GO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0136.degrees latitude (g = 980.6199 gals.).
 GO0136
 GO0136.The modeled gravity was interpolated from observed gravity values.
 GO0136
 GO0136;                    North         East    Units  Estimated Accuracy
 GO0136;SPC AZ E     -   571,730.      268,900.      MT  (+/- 180 meters Scaled)
 GO0136
 GO0136                          SUPERSEDED SURVEY CONTROL
 GO0136
 GO0136  NGVD 29 (??/??/92) 1679.236  (m)         5509.29   (f) ADJ UNCH    1 2
 GO0136
 GO0136.Superseded values are not recommended for survey control.
 GO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0136.See file dsdata.txt to determine how the superseded data were derived.
 GO0136
 GO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF304019(NAD 83)
 GO0136_MARKER: DB = BENCH MARK DISK
 GO0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GO0136_SP_SET: BUILDING
 GO0136_STAMPING: D-33 1933
 GO0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0136
 GO0136  HISTORY     - Date     Condition        Report By
 GO0136  HISTORY     - 1933     MONUMENTED       CGS
 GO0136  HISTORY     - 1934     GOOD             NGS
 GO0136
 GO0136                          STATION DESCRIPTION
 GO0136
 GO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0136'IN CHIN LEE.
 GO0136'AT CHIN LEE SET IN CENTER OF NORTH-EAST WALL OF SANDSTONE SCHOOL
 GO0136'HOUSE, ACROSS THE STREET FROM POST OFFICE.  SET VERTICAL ABOUT 4 FEET
 GO0136'HIGH.
 GO0136
 GO0136                          STATION RECOVERY (1934)
 GO0136
 GO0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0393 ***********************************************************************
 ES0393  DESIGNATION -  D 330
 ES0393  PID         -  ES0393
 ES0393  STATE/COUNTY-  AZ/YAVAPAI
 ES0393  USGS QUAD   -  ARNOLD MESA (1967)
 ES0393
 ES0393                         *CURRENT SURVEY CONTROL
 ES0393  ___________________________________________________________________
 ES0393* NAD 83(1986)-  34 29 23.     (N)    111 58 25.     (W)     SCALED    
 ES0393* NAVD 88     -      1421.13   (+/-2cm)    4662.5    (feet)  VERTCON   
 ES0393  ___________________________________________________________________
 ES0393  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ES0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0393
 ES0393.The horizontal coordinates were scaled from a topographic map and have
 ES0393.an estimated accuracy of +/- 6 seconds.
 ES0393
 ES0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0393.The vertical order pertains to the NGVD 29 superseded value.
 ES0393
 ES0393.The geoid height was determined by GEOID03.
 ES0393
 ES0393;                    North         East    Units  Estimated Accuracy
 ES0393;SPC AZ C     -   386,970.      208,130.      MT  (+/- 180 meters Scaled)
 ES0393
 ES0393                          SUPERSEDED SURVEY CONTROL
 ES0393
 ES0393  NGVD 29 (??/??/92) 1420.321  (m)         4659.84   (f) ADJ UNCH    2 0
 ES0393
 ES0393.Superseded values are not recommended for survey control.
 ES0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0393.See file dsdata.txt to determine how the superseded data were derived.
 ES0393
 ES0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD106168(NAD 83)
 ES0393_MARKER: DB = BENCH MARK DISK
 ES0393_SETTING: 66 = SET IN ROCK OUTCROP
 ES0393_SP_SET: RED OUTCROP
 ES0393_STAMPING: D 330 1952
 ES0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0393+STABILITY: POSITION/ELEVATION WELL
 ES0393
 ES0393  HISTORY     - Date     Condition        Report By
 ES0393  HISTORY     - 1952     MONUMENTED       CGS
 ES0393
 ES0393                          STATION DESCRIPTION
 ES0393
 ES0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0393'15.3 MI SW FROM CHERRY.
 ES0393'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0393'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTH
 ES0393'ALONG THE FLOWERPOT RANCH ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM
 ES0393'TRACK ROAD, AT ROCKY WASH CROSSING A JEEP TRAIL AND THE END OF A TRUCK
 ES0393'TRAVEL, SET ON TOP AND APPROXIMATE CENTER OF A 9-FOOT BY 6-FOOT RED
 ES0393'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, ON THE NORTHEAST SLOPE OF
 ES0393'A HILL, ABOUT 52 YARDS SOUTHWEST OF THE JUNCTION OF THE TRACK ROAD AND
 ES0393'JEEP TRAIL LEADING SOUTH NEAR THE LETTERS PAINTED IN WHITE BM, 10 FEET
 ES0393'SOUTHWEST OF THE CENTER OF THE WASH, 9 FEET NORTH OF THE CENTER LINE
 ES0393'OF AND ABOUT LEVEL WITH THE JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0537 ***********************************************************************
 DA0537  DESIGNATION -  D 332
 DA0537  PID         -  DA0537
 DA0537  STATE/COUNTY-  AZ/MARICOPA
 DA0537  USGS QUAD   -  DEADMAN GAP (1986)
 DA0537
 DA0537                         *CURRENT SURVEY CONTROL
 DA0537  ___________________________________________________________________
 DA0537* NAD 83(1986)-  32 37 12.     (N)    112 51 09.     (W)     SCALED    
 DA0537* NAVD 88     -       358.919  (meters)    1177.55   (feet)  ADJUSTED  
 DA0537  ___________________________________________________________________
 DA0537  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0537  DYNAMIC HT  -         358.480 (meters)    1176.11  (feet)  COMP
 DA0537  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 DA0537
 DA0537  VERT ORDER  -  FIRST     CLASS II
 DA0537
 DA0537.The horizontal coordinates were scaled from a topographic map and have
 DA0537.an estimated accuracy of +/- 6 seconds.
 DA0537
 DA0537.The orthometric height was determined by differential leveling
 DA0537.and adjusted in June 1991.
 DA0537
 DA0537.The geoid height was determined by GEOID03.
 DA0537
 DA0537.The dynamic height is computed by dividing the NAVD 88
 DA0537.geopotential number by the normal gravity value computed on the
 DA0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0537.degrees latitude (g = 980.6199 gals.).
 DA0537
 DA0537.The modeled gravity was interpolated from observed gravity values.
 DA0537
 DA0537;                    North         East    Units  Estimated Accuracy
 DA0537;SPC AZ C     -   180,000.      125,540.      MT  (+/- 180 meters Scaled)
 DA0537
 DA0537                          SUPERSEDED SURVEY CONTROL
 DA0537
 DA0537  NGVD 29 (??/??/92)  358.275  (m)         1175.44   (f) ADJ UNCH    1 2
 DA0537
 DA0537.Superseded values are not recommended for survey control.
 DA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0537.See file dsdata.txt to determine how the superseded data were derived.
 DA0537
 DA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261106(NAD 83)
 DA0537_MARKER: DB = BENCH MARK DISK
 DA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0537_STAMPING: D 332 1953
 DA0537_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0537+STABILITY: SURFACE MOTION
 DA0537
 DA0537  HISTORY     - Date     Condition        Report By
 DA0537  HISTORY     - 1953     MONUMENTED       CGS
 DA0537  HISTORY     - 1980     GOOD             NGS
 DA0537
 DA0537                          STATION DESCRIPTION
 DA0537
 DA0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0537'19.0 MI N FROM AJO.
 DA0537'19.0 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0537'FROM THE STATION AT AJO, 11 POLES NORTH OF MILEPOLE 25, 202.8 FEET
 DA0537'SOUTHWEST OF THE SOUTHWEST CORNER OF WOODEN BRIDGE 246, 101 FEET EAST
 DA0537'OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 95.3 FEET WEST OF THE WEST
 DA0537'RAIL, 6 FEET NORTH OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A WITNESS
 DA0537'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 DA0537'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0537
 DA0537                          STATION RECOVERY (1980)
 DA0537
 DA0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0537'31.0 KM (19.25 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0537'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.6 KM (0.4 MI)
 DA0537'NORTH OF RAILWAY MILEPOLE 25, 0.2 KM (0.1 MI) NORTHWEST OF A RAILWAY
 DA0537'SIGN READING -STATION ONE MILE-, 29.0 METERS (95.3 FT) WEST OF THE
 DA0537'WEST RAIL OF THE TRACKS, 61.8 METERS (203 FT) SOUTH OF THE SOUTHWEST
 DA0537'CORNER OF RAILWAY BRIDGE NUMBER 246, 32.0 METERS (105 FT) EAST OF THE
 DA0537'CENTERLINE OF A DIRT ROAD PARALLELING THE TRACKS.
 DA0537'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0537'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0328 ***********************************************************************
 DA0328  DESIGNATION -  D 333
 DA0328  PID         -  DA0328
 DA0328  STATE/COUNTY-  AZ/PIMA
 DA0328  USGS QUAD   -  AJO SOUTH (1990)
 DA0328
 DA0328                         *CURRENT SURVEY CONTROL
 DA0328  ___________________________________________________________________
 DA0328* NAD 83(1986)-  32 20 19.     (N)    112 47 56.     (W)     SCALED    
 DA0328* NAVD 88     -       502.278  (meters)    1647.89   (feet)  ADJUSTED  
 DA0328  ___________________________________________________________________
 DA0328  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0328  DYNAMIC HT  -         501.632 (meters)    1645.77  (feet)  COMP
 DA0328  MODELED GRAV-     979,336.6   (mgal)                       NAVD 88
 DA0328
 DA0328  VERT ORDER  -  FIRST     CLASS II
 DA0328
 DA0328.The horizontal coordinates were scaled from a topographic map and have
 DA0328.an estimated accuracy of +/- 6 seconds.
 DA0328
 DA0328.The orthometric height was determined by differential leveling
 DA0328.and adjusted in June 1991.
 DA0328
 DA0328.The geoid height was determined by GEOID03.
 DA0328
 DA0328.The dynamic height is computed by dividing the NAVD 88
 DA0328.geopotential number by the normal gravity value computed on the
 DA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0328.degrees latitude (g = 980.6199 gals.).
 DA0328
 DA0328.The modeled gravity was interpolated from observed gravity values.
 DA0328
 DA0328;                    North         East    Units  Estimated Accuracy
 DA0328;SPC AZ C     -   148,750.      130,310.      MT  (+/- 180 meters Scaled)
 DA0328
 DA0328                          SUPERSEDED SURVEY CONTROL
 DA0328
 DA0328  NGVD 29 (??/??/92)  501.580  (m)         1645.60   (f) ADJ UNCH    1 2
 DA0328
 DA0328.Superseded values are not recommended for survey control.
 DA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0328.See file dsdata.txt to determine how the superseded data were derived.
 DA0328
 DA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA307793(NAD 83)
 DA0328_MARKER: DB = BENCH MARK DISK
 DA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0328_STAMPING: D 333 1953
 DA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0328+STABILITY: SURFACE MOTION
 DA0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0328+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0328
 DA0328  HISTORY     - Date     Condition        Report By
 DA0328  HISTORY     - 1953     MONUMENTED       CGS
 DA0328  HISTORY     - 1981     GOOD             NGS
 DA0328  HISTORY     - 19970305 GOOD             USPSQD
 DA0328  HISTORY     - 20060218 GOOD             USPSQD
 DA0328
 DA0328                          STATION DESCRIPTION
 DA0328
 DA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0328'4.65 MI SE FROM AJO.
 DA0328'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0328'FROM THE STATION AT AJO, THENCE 4.5 MILES SOUTHEAST ALONG STATE
 DA0328'HIGHWAY 86, 174 FEET SOUTH OF THE CENTER OF A DIP IN THE HIGHWAY, AT
 DA0328'THE T JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, 98 FEET SOUTHWEST OF
 DA0328'THE CENTER LINE OF THE HIGHWAY, 86 FEET NORTHWEST OF THE CENTER LINE
 DA0328'OF THE ROAD, 2.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0328'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0328'ABOVE THE GROUND.
 DA0328
 DA0328                          STATION RECOVERY (1981)
 DA0328
 DA0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0328'RECOVERED IN GOOD CONDITION.
 DA0328
 DA0328                          STATION RECOVERY (1997)
 DA0328
 DA0328'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0328'RECOVERED IN GOOD CONDITION.
 DA0328
 DA0328                          STATION RECOVERY (2006)
 DA0328
 DA0328'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0328'RECOVERED AS DESCRIBED. HIGHWAY IS NOW 85.  NOT 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0264 ***********************************************************************
 CG0264  DESIGNATION -  D 334
 CG0264  PID         -  CG0264
 CG0264  STATE/COUNTY-  AZ/PIMA
 CG0264  USGS QUAD   -  GREEN VALLEY (1981)
 CG0264
 CG0264                         *CURRENT SURVEY CONTROL
 CG0264  ___________________________________________________________________
 CG0264* NAD 83(1986)-  31 49 05.     (N)    110 59 33.     (W)     SCALED    
 CG0264* NAVD 88     -       883.09   (+/-2cm)    2897.3    (feet)  VERTCON   
 CG0264  ___________________________________________________________________
 CG0264  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0264  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0264
 CG0264.The horizontal coordinates were scaled from a topographic map and have
 CG0264.an estimated accuracy of +/- 6 seconds.
 CG0264
 CG0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0264.The vertical order pertains to the NGVD 29 superseded value.
 CG0264
 CG0264.The geoid height was determined by GEOID03.
 CG0264
 CG0264;                    North         East    Units  Estimated Accuracy
 CG0264;SPC AZ C     -    91,070.      300,850.      MT  (+/- 180 meters Scaled)
 CG0264
 CG0264                          SUPERSEDED SURVEY CONTROL
 CG0264
 CG0264  NGVD 29 (??/??/92)  882.334  (m)         2894.79   (f) ADJ UNCH    1 2
 CG0264
 CG0264.Superseded values are not recommended for survey control.
 CG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0264.See file dsdata.txt to determine how the superseded data were derived.
 CG0264
 CG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007202(NAD 83)
 CG0264_MARKER: DB = BENCH MARK DISK
 CG0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0264_STAMPING: D 334 1953
 CG0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0264+STABILITY: SURFACE MOTION
 CG0264
 CG0264  HISTORY     - Date     Condition        Report By
 CG0264  HISTORY     - 1953     MONUMENTED       CGS
 CG0264  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0264
 CG0264                          STATION DESCRIPTION
 CG0264
 CG0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0264'2.6 MI S FROM CONTINENTAL.
 CG0264'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0264'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 0.15 MILE (5 POLES) NORTH
 CG0264'OF MILEPOLE 1013, 36 FEET WEST OF THE WEST RAIL, 28 FEET EAST OF THE
 CG0264'CENTER LINE OF THE DIRT ROAD, 11.4 FEET EAST OF A FENCE, 3 1/2 FEET
 CG0264'SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT
 CG0264'7 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0264'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0264
 CG0264                          STATION RECOVERY (1976)
 CG0264
 CG0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0200 ***********************************************************************
 CG0200  DESIGNATION -  D 335
 CG0200  PID         -  CG0200
 CG0200  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0200  USGS QUAD   -  RIO RICO (1981)
 CG0200
 CG0200                         *CURRENT SURVEY CONTROL
 CG0200  ___________________________________________________________________
 CG0200* NAD 83(1986)-  31 22 49.     (N)    110 56 35.     (W)     SCALED    
 CG0200* NAVD 88     -      1126.000  (meters)    3694.22   (feet)  ADJUSTED  
 CG0200  ___________________________________________________________________
 CG0200  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG0200  DYNAMIC HT  -        1124.256 (meters)    3688.50  (feet)  COMP
 CG0200  MODELED GRAV-     979,053.0   (mgal)                       NAVD 88
 CG0200
 CG0200  VERT ORDER  -  FIRST     CLASS II
 CG0200
 CG0200.The horizontal coordinates were scaled from a topographic map and have
 CG0200.an estimated accuracy of +/- 6 seconds.
 CG0200
 CG0200.The orthometric height was determined by differential leveling
 CG0200.and adjusted in June 1991.
 CG0200
 CG0200.The geoid height was determined by GEOID03.
 CG0200
 CG0200.The dynamic height is computed by dividing the NAVD 88
 CG0200.geopotential number by the normal gravity value computed on the
 CG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0200.degrees latitude (g = 980.6199 gals.).
 CG0200
 CG0200.The modeled gravity was interpolated from observed gravity values.
 CG0200
 CG0200;                    North         East    Units  Estimated Accuracy
 CG0200;SPC AZ C     -    42,570.      305,970.      MT  (+/- 180 meters Scaled)
 CG0200
 CG0200                          SUPERSEDED SURVEY CONTROL
 CG0200
 CG0200  NGVD 29 (??/??/92) 1125.099  (m)         3691.26   (f) ADJ UNCH    1 2
 CG0200
 CG0200.Superseded values are not recommended for survey control.
 CG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0200.See file dsdata.txt to determine how the superseded data were derived.
 CG0200
 CG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV054717(NAD 83)
 CG0200_MARKER: DB = BENCH MARK DISK
 CG0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0200_STAMPING: D 335 1954
 CG0200_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0200+STABILITY: SURFACE MOTION
 CG0200
 CG0200  HISTORY     - Date     Condition        Report By
 CG0200  HISTORY     - 1954     MONUMENTED       CGS
 CG0200  HISTORY     - 1980     GOOD             NGS
 CG0200
 CG0200                          STATION DESCRIPTION
 CG0200
 CG0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0200'3.8 MI N FROM NOGALES.
 CG0200'3.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0200'STATION AT NOGALES, 2 TELEPHONE POLES NORTHWEST OF AND ACROSS THE
 CG0200'TRACK FROM MILEPOLE 1046, 114 1/2 FEET SOUTHEAST OF U. S. HIGHWAY 89
 CG0200'MILEPOST 4, 67.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CG0200'53.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET SOUTHWEST OF A
 CG0200'POWER LINE SUPPORT POLE WITH 2 GUY WIRES, 2.0 FEET NORTHWEST OF A
 CG0200'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 CG0200'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0200
 CG0200                          STATION RECOVERY (1980)
 CG0200
 CG0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0200'5.6 KILOMETERS (3.5 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0200'FROM THE COUNTY COURTHOUSE IN NOGALES, 11 RAILS NORTHWEST OF MILE
 CG0200'POST 1046, ACROSS U. S. HIGHWAY 89 FROM THE ARCO TRUCK STOP PARKING
 CG0200'LOT, 16.2 METERS (54 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 35.9
 CG0200'METERS (118 FEET) SOUTHEAST OF U. S. HIGHWAY 89 MILE POST 4, 20.6
 CG0200'METERS (68 FEET) SOUTHWEST OF AND ACROSS THE TRACKS FROM SWITCH STAND
 CG0200'5890 FOR A SPUR TRACK LEADING TO THE FARMERS SALES INC. WAREHOUSE,
 CG0200'18.4 METERS (60 FEET) WEST OF A HIGHWAY LAMP POST, 14.6 METERS
 CG0200'(48 FEET) NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 89 AND 14.0
 CG0200'METERS (46 FEET) NORTHWEST OF THE NORTHWESTERNMOST OF 4 25-CENTIMETER
 CG0200'PINE TREES.  THE CONCRETE POST IS CHIPPED BUT SOLID.
 CG0200'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 CG0200'THE MARK IS 1.7 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0473 ***********************************************************************
 DA0473  DESIGNATION -  D 336
 DA0473  PID         -  DA0473
 DA0473  STATE/COUNTY-  AZ/PIMA
 DA0473  USGS QUAD   -  AJO NORTH (1990)
 DA0473
 DA0473                         *CURRENT SURVEY CONTROL
 DA0473  ___________________________________________________________________
 DA0473* NAD 83(1986)-  32 22 57.     (N)    112 46 46.     (W)     SCALED    
 DA0473* NAVD 88     -       486.58   (+/-2cm)    1596.4    (feet)  VERTCON   
 DA0473  ___________________________________________________________________
 DA0473  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0473
 DA0473.The horizontal coordinates were scaled from a topographic map and have
 DA0473.an estimated accuracy of +/- 6 seconds.
 DA0473
 DA0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0473.The vertical order pertains to the NGVD 29 superseded value.
 DA0473
 DA0473.The geoid height was determined by GEOID03.
 DA0473
 DA0473;                    North         East    Units  Estimated Accuracy
 DA0473;SPC AZ C     -   153,610.      132,180.      MT  (+/- 180 meters Scaled)
 DA0473
 DA0473                          SUPERSEDED SURVEY CONTROL
 DA0473
 DA0473  NGVD 29 (??/??/92)  485.895  (m)         1594.14   (f) ADJ UNCH    2 0
 DA0473
 DA0473.Superseded values are not recommended for survey control.
 DA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0473.See file dsdata.txt to determine how the superseded data were derived.
 DA0473
 DA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA326842(NAD 83)
 DA0473_MARKER: DB = BENCH MARK DISK
 DA0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0473_STAMPING: D 336 1961
 DA0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0473+STABILITY: SURFACE MOTION
 DA0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0473+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0473
 DA0473  HISTORY     - Date     Condition        Report By
 DA0473  HISTORY     - 1961     MONUMENTED       CGS
 DA0473  HISTORY     - 20060218 GOOD             USPSQD
 DA0473
 DA0473                          STATION DESCRIPTION
 DA0473
 DA0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0473'5.5 MI E FROM AJO.
 DA0473'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0473'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0473'STATE HIGHWAY 85.  THENCE 3.9 MILES EAST ALONG A DIRT ROAD WHICH
 DA0473'FOLLOWS A PIPE LINE.  2.75 MILES EAST OF A STEEL FRAMED GATE ACROSS
 DA0473'THE ROAD, ABOUT 100 YARDS SOUTHEAST OF A SANDY WASH, 78 FEET SOUTH OF
 DA0473'THE CENTER LINE OF THE ROAD, 0.9 FOOT SOUTH OF A METAL WITNESS POST,
 DA0473'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0473'PROJECTING 6 INCHES.
 DA0473
 DA0473                          STATION RECOVERY (2006)
 DA0473
 DA0473'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0232 ***********************************************************************
 DA0232  DESIGNATION -  D 337
 DA0232  PID         -  DA0232
 DA0232  STATE/COUNTY-  AZ/PIMA
 DA0232  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0232
 DA0232                         *CURRENT SURVEY CONTROL
 DA0232  ___________________________________________________________________
 DA0232* NAD 83(1986)-  32 29 06.     (N)    112 17 53.     (W)     SCALED    
 DA0232* NAVD 88     -       685.88   (+/-2cm)    2250.3    (feet)  VERTCON   
 DA0232  ___________________________________________________________________
 DA0232  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0232
 DA0232.The horizontal coordinates were scaled from a topographic map and have
 DA0232.an estimated accuracy of +/- 6 seconds.
 DA0232
 DA0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0232.The vertical order pertains to the NGVD 29 superseded value.
 DA0232
 DA0232.The geoid height was determined by GEOID03.
 DA0232
 DA0232;                    North         East    Units  Estimated Accuracy
 DA0232;SPC AZ C     -   164,710.      177,520.      MT  (+/- 180 meters Scaled)
 DA0232
 DA0232                          SUPERSEDED SURVEY CONTROL
 DA0232
 DA0232  NGVD 29 (??/??/92)  685.194  (m)         2248.01   (f) ADJ UNCH    2 0
 DA0232
 DA0232.Superseded values are not recommended for survey control.
 DA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0232.See file dsdata.txt to determine how the superseded data were derived.
 DA0232
 DA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA780949(NAD 83)
 DA0232_MARKER: DB = BENCH MARK DISK
 DA0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0232_STAMPING: D 337 1961
 DA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0232+STABILITY: SURFACE MOTION
 DA0232
 DA0232  HISTORY     - Date     Condition        Report By
 DA0232  HISTORY     - 1961     MONUMENTED       CGS
 DA0232
 DA0232                          STATION DESCRIPTION
 DA0232
 DA0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0232'3.8 MI NW FROM VENTANA.
 DA0232'ABOUT 3.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0232'AT VENTANA.  2.2 MILES SOUTHEAST OF THE CHURCH AT KAKA, AN INDIAN
 DA0232'VILLAGE.  43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 DA0232'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0232'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0459 ***********************************************************************
 DA0459  DESIGNATION -  D 338
 DA0459  PID         -  DA0459
 DA0459  STATE/COUNTY-  AZ/PIMA
 DA0459  USGS QUAD   -  GU VO (1990)
 DA0459
 DA0459                         *CURRENT SURVEY CONTROL
 DA0459  ___________________________________________________________________
 DA0459* NAD 83(1986)-  32 06 24.     (N)    112 37 27.     (W)     SCALED    
 DA0459* NAVD 88     -       686.90   (+/-2cm)    2253.6    (feet)  VERTCON   
 DA0459  ___________________________________________________________________
 DA0459  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0459
 DA0459.The horizontal coordinates were scaled from a topographic map and have
 DA0459.an estimated accuracy of +/- 6 seconds.
 DA0459
 DA0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0459.The vertical order pertains to the NGVD 29 superseded value.
 DA0459
 DA0459.The geoid height was determined by GEOID03.
 DA0459
 DA0459;                    North         East    Units  Estimated Accuracy
 DA0459;SPC AZ C     -   122,910.      146,590.      MT  (+/- 180 meters Scaled)
 DA0459
 DA0459                          SUPERSEDED SURVEY CONTROL
 DA0459
 DA0459  NGVD 29 (??/??/92)  686.148  (m)         2251.14   (f) ADJ UNCH    2 0
 DA0459
 DA0459.Superseded values are not recommended for survey control.
 DA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0459.See file dsdata.txt to determine how the superseded data were derived.
 DA0459
 DA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA467534(NAD 83)
 DA0459_MARKER: DB = BENCH MARK DISK
 DA0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0459_STAMPING: D 338 1961
 DA0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0459+STABILITY: SURFACE MOTION
 DA0459
 DA0459  HISTORY     - Date     Condition        Report By
 DA0459  HISTORY     - 1961     MONUMENTED       CGS
 DA0459
 DA0459                          STATION DESCRIPTION
 DA0459
 DA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0459'25.55 MI SE FROM AJO.
 DA0459'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0459'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0459'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0459'THENCE 9.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  69 FEET
 DA0459'NORTHEAST OF THE CENTER LINE OF THE ROAD, 13 1/2 FEET SOUTHEAST OF A
 DA0459'TELEPHONE POLE, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DA0459'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0459'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0048 ***********************************************************************
 CH0048  DESIGNATION -  D 339
 CH0048  PID         -  CH0048
 CH0048  STATE/COUNTY-  AZ/PIMA
 CH0048  USGS QUAD   -  KOM VO (1988)
 CH0048
 CH0048                         *CURRENT SURVEY CONTROL
 CH0048  ___________________________________________________________________
 CH0048* NAD 83(1986)-  31 59 11.     (N)    112 16 32.     (W)     SCALED    
 CH0048* NAVD 88     -       567.83   (+/-2cm)    1863.0    (feet)  VERTCON   
 CH0048  ___________________________________________________________________
 CH0048  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 CH0048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0048
 CH0048.The horizontal coordinates were scaled from a topographic map and have
 CH0048.an estimated accuracy of +/- 6 seconds.
 CH0048
 CH0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0048.The vertical order pertains to the NGVD 29 superseded value.
 CH0048
 CH0048.The geoid height was determined by GEOID03.
 CH0048
 CH0048;                    North         East    Units  Estimated Accuracy
 CH0048;SPC AZ C     -   109,410.      179,450.      MT  (+/- 180 meters Scaled)
 CH0048
 CH0048                          SUPERSEDED SURVEY CONTROL
 CH0048
 CH0048  NGVD 29 (??/??/92)  567.151  (m)         1860.73   (f) ADJ UNCH    2 0
 CH0048
 CH0048.Superseded values are not recommended for survey control.
 CH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0048.See file dsdata.txt to determine how the superseded data were derived.
 CH0048
 CH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA794396(NAD 83)
 CH0048_MARKER: DB = BENCH MARK DISK
 CH0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0048_STAMPING: D 39 1961
 CH0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0048+STABILITY: SURFACE MOTION
 CH0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0048+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 CH0048
 CH0048  HISTORY     - Date     Condition        Report By
 CH0048  HISTORY     - 1961     MONUMENTED       CGS
 CH0048  HISTORY     - 20060901 GOOD             TOHONO
 CH0048
 CH0048                          STATION DESCRIPTION
 CH0048
 CH0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0048'4.35 MI SE FROM PISINIMO.
 CH0048'ABOUT 0.35 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH
 CH0048'AT PISINIMO, AN INDIAN VILLAGE.  THENCE 4.0 MILES SOUTHEAST ALONG A
 CH0048'TRAIL ROAD.  0.6 MILE WEST OF A LONE WINDMILL, 66.0 FEET SOUTHWEST OF
 CH0048'THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 CH0048'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0048'PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 1.4 MILES NORTHWEST OF A
 CH0048'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0048'NUMBERED 60.
 CH0048
 CH0048                          STATION RECOVERY (2006)
 CH0048
 CH0048'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CH0048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0320 ***********************************************************************
 FP0320  DESIGNATION -  D 34
 FP0320  PID         -  FP0320
 FP0320  STATE/COUNTY-  AZ/APACHE
 FP0320  USGS QUAD   -  GANADO (1973)
 FP0320
 FP0320                         *CURRENT SURVEY CONTROL
 FP0320  ___________________________________________________________________
 FP0320* NAD 83(1986)-  35 42 48.     (N)    109 32 36.     (W)     SCALED    
 FP0320* NAVD 88     -      1943.498  (meters)    6376.29   (feet)  ADJUSTED  
 FP0320  ___________________________________________________________________
 FP0320  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0320  DYNAMIC HT  -        1940.846 (meters)    6367.59  (feet)  COMP
 FP0320  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 FP0320
 FP0320  VERT ORDER  -  FIRST     CLASS II
 FP0320
 FP0320.The horizontal coordinates were scaled from a topographic map and have
 FP0320.an estimated accuracy of +/- 6 seconds.
 FP0320
 FP0320.The orthometric height was determined by differential leveling
 FP0320.and adjusted in June 1991.
 FP0320
 FP0320.The geoid height was determined by GEOID03.
 FP0320
 FP0320.The dynamic height is computed by dividing the NAVD 88
 FP0320.geopotential number by the normal gravity value computed on the
 FP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0320.degrees latitude (g = 980.6199 gals.).
 FP0320
 FP0320.The modeled gravity was interpolated from observed gravity values.
 FP0320
 FP0320;                    North         East    Units  Estimated Accuracy
 FP0320;SPC AZ E     -   522,890.      269,760.      MT  (+/- 180 meters Scaled)
 FP0320
 FP0320                          SUPERSEDED SURVEY CONTROL
 FP0320
 FP0320  NGVD 29 (??/??/92) 1942.531  (m)         6373.12   (f) ADJ UNCH    1 2
 FP0320
 FP0320.Superseded values are not recommended for survey control.
 FP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0320.See file dsdata.txt to determine how the superseded data were derived.
 FP0320
 FP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE317531(NAD 83)
 FP0320_MARKER: DB = BENCH MARK DISK
 FP0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0320_SP_SET: SIDEWALK
 FP0320_STAMPING: 6373.120 D 34 1933
 FP0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0320
 FP0320  HISTORY     - Date     Condition        Report By
 FP0320  HISTORY     - 1933     MONUMENTED       CGS
 FP0320  HISTORY     - 1934     GOOD             NGS
 FP0320
 FP0320                          STATION DESCRIPTION
 FP0320
 FP0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0320'IN GANADO.
 FP0320'AT GANADO, APACHE COUNTY, 150 FEET EAST OF A POWER HOUSE, AND IN THE
 FP0320'SOUTHWEST CORNER OF THE CONCRETE SIDEWALK AROUND A SWIMMING POOL.  A
 FP0320'STANDARD DISK, STAMPED 6373.120 D 34 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0123 ***********************************************************************
 FR0123  DESIGNATION -  D 340
 FR0123  PID         -  FR0123
 FR0123  STATE/COUNTY-  AZ/COCONINO
 FR0123  USGS QUAD   -  ASH FORK (1979)
 FR0123
 FR0123                         *CURRENT SURVEY CONTROL
 FR0123  ___________________________________________________________________
 FR0123* NAD 83(1986)-  35 13 00.     (N)    112 23 31.     (W)     SCALED    
 FR0123* NAVD 88     -      1725.332  (meters)    5660.53   (feet)  ADJUSTED  
 FR0123  ___________________________________________________________________
 FR0123  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 FR0123  DYNAMIC HT  -        1723.011 (meters)    5652.91  (feet)  COMP
 FR0123  MODELED GRAV-     979,227.5   (mgal)                       NAVD 88
 FR0123
 FR0123  VERT ORDER  -  FIRST     CLASS II
 FR0123
 FR0123.The horizontal coordinates were scaled from a topographic map and have
 FR0123.an estimated accuracy of +/- 6 seconds.
 FR0123
 FR0123.The orthometric height was determined by differential leveling
 FR0123.and adjusted in June 1991.
 FR0123.WARNING-Repeat measurements at this control monument indicate possible
 FR0123.vertical movement.
 FR0123
 FR0123.The geoid height was determined by GEOID03.
 FR0123
 FR0123.The dynamic height is computed by dividing the NAVD 88
 FR0123.geopotential number by the normal gravity value computed on the
 FR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0123.degrees latitude (g = 980.6199 gals.).
 FR0123
 FR0123.The modeled gravity was interpolated from observed gravity values.
 FR0123
 FR0123;                    North         East    Units  Estimated Accuracy
 FR0123;SPC AZ C     -   467,710.      170,090.      MT  (+/- 180 meters Scaled)
 FR0123
 FR0123                          SUPERSEDED SURVEY CONTROL
 FR0123
 FR0123  NGVD 29 (??/??/92) 1724.428  (m)         5657.56   (f) ADJ UNCH    1 2
 FR0123
 FR0123.Superseded values are not recommended for survey control.
 FR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0123.See file dsdata.txt to determine how the superseded data were derived.
 FR0123
 FR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD733979(NAD 83)
 FR0123_MARKER: DB = BENCH MARK DISK
 FR0123_SETTING: 66 = SET IN ROCK OUTCROP
 FR0123_SP_SET: ROCK OUTCROP
 FR0123_STAMPING: D 340 1958
 FR0123_MARK LOGO: CGS   
 FR0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0123+STABILITY: POSITION/ELEVATION WELL
 FR0123
 FR0123  HISTORY     - Date     Condition        Report By
 FR0123  HISTORY     - 1958     MONUMENTED       CGS
 FR0123  HISTORY     - 1974     GOOD             USGS
 FR0123  HISTORY     - 1982     GOOD             NGS
 FR0123
 FR0123                          STATION DESCRIPTION
 FR0123
 FR0123'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0123'5.3 MI E FROM ASHFORK.
 FR0123'5.3 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND US HIGHWAY 66 FROM THE
 FR0123'POST OFFICE IN ASH FORK, 80 FT. NORTH OF 10.0 FT. AND LOWER THAN THE
 FR0123'CENTERLINE OF THE WEST BOUND LANE, 48 FT. NNW OF THE EAST END OF A
 FR0123'GUARD RAIL, 11 FT. SOUTH OF A FENCE, SET IN A DRILL HOLE OF A ROCK
 FR0123'OUTCROP THAT PROJECTS ONE FOOT.  A STANDARD C AND GS TABLET STAMPED
 FR0123'D340 1958.
 FR0123
 FR0123                          STATION RECOVERY (1982)
 FR0123
 FR0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0123'8.2 KM (5.1 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0123'US HIGHWAY 89 IN ASH FORK, 60.9 METERS (200 FT) EAST OF MILEPOST 151,
 FR0123'18.2 METERS (60 FT) NORTHEAST OF A HIGHWAY MILEAGE SIGN, 26.5 METERS
 FR0123'(87 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 4.5
 FR0123'METERS (15 FT) SOUTH OF A FENCE.
 FR0123'THE MARK IS 3 METERS  E FROM A WITNESS POST.
 FR0123'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0009 ***********************************************************************
 CH0009  DESIGNATION -  D 340
 CH0009  PID         -  CH0009
 CH0009  STATE/COUNTY-  AZ/PIMA
 CH0009  USGS QUAD   -  BAILEY PEAK (1988)
 CH0009
 CH0009                         *CURRENT SURVEY CONTROL
 CH0009  ___________________________________________________________________
 CH0009* NAD 83(1986)-  31 48 00.     (N)    112 24 36.     (W)     SCALED    
 CH0009* NAVD 88     -       516.90   (+/-2cm)    1695.9    (feet)  VERTCON   
 CH0009  ___________________________________________________________________
 CH0009  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 CH0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0009
 CH0009.The horizontal coordinates were scaled from a topographic map and have
 CH0009.an estimated accuracy of +/- 6 seconds.
 CH0009
 CH0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0009.The vertical order pertains to the NGVD 29 superseded value.
 CH0009
 CH0009.The geoid height was determined by GEOID03.
 CH0009
 CH0009;                    North         East    Units  Estimated Accuracy
 CH0009;SPC AZ C     -    88,800.      166,650.      MT  (+/- 180 meters Scaled)
 CH0009
 CH0009                          SUPERSEDED SURVEY CONTROL
 CH0009
 CH0009  NGVD 29 (??/??/92)  516.202  (m)         1693.57   (f) ADJ UNCH    2 0
 CH0009
 CH0009.Superseded values are not recommended for survey control.
 CH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0009.See file dsdata.txt to determine how the superseded data were derived.
 CH0009
 CH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA665191(NAD 83)
 CH0009_MARKER: DB = BENCH MARK DISK
 CH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0009_STAMPING: D 340 1961
 CH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0009+STABILITY: SURFACE MOTION
 CH0009
 CH0009  HISTORY     - Date     Condition        Report By
 CH0009  HISTORY     - 1961     MONUMENTED       CGS
 CH0009
 CH0009                          STATION DESCRIPTION
 CH0009
 CH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0009'8.95 MI W FROM PAPAGO FARMS.
 CH0009'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0009'PAPAGO FARMS.  THENCE 4.25 MILES WEST ALONG A TRAIL ROAD TO A METAL
 CH0009'WINDMILL AND STONE WATER TANKS.  THENCE 0.45 MILE SOUTH ALONG A TRAIL
 CH0009'ROAD.  THENCE 1.45 MILES WEST ALONG A TRAIL ROAD TO A NORTH-SOUTH
 CH0009'FENCE THENCE 0.2 MILE NORTH ALONG THE EAST SIDE OF THE FENCE TO A
 CH0009'GATE.  THENCE 1.0 MILE WEST ALONG A TRAIL ROAD.  OR 0.35 MILE NORTH
 CH0009'ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND WINDMILL AT MENAGERS,
 CH0009'AND INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST ALONG A TRAIL ROAD TO
 CH0009'A SADDLE IN A LOW RANGE OF MOUNTAINS.  THENCE 0.5 MILE NORTHEAST
 CH0009'ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL AND A SMALL
 CH0009'LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.  THENCE 0.85
 CH0009'MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 7.45 MILES EAST ALONG A
 CH0009'TRAIL ROAD.  1.4 MILE EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0009'WHICH PROJECTS 16 FEET AND IS NUMBERED 56, 0.2 MILE NORTH AND 1.0 MILE
 CH0009'WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 CH0009'AND IS NUMBERED 57, 3.1 MILE WEST OF A METAL WINDMILL AND STONE WATER
 CH0009'TANKS, 2.7 MILES EAST OF THE MORE WESTERLY OF TWO METAL WINDMILLS, 33
 CH0009'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A METAL
 CH0009'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CH0009'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0156 ***********************************************************************
 FR0156  DESIGNATION -  D 341
 FR0156  PID         -  FR0156
 FR0156  STATE/COUNTY-  AZ/COCONINO
 FR0156  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0156
 FR0156                         *CURRENT SURVEY CONTROL
 FR0156  ___________________________________________________________________
 FR0156* NAD 83(1986)-  35 15 25.     (N)    112 05 21.     (W)     SCALED    
 FR0156* NAVD 88     -      2117.833  (meters)    6948.26   (feet)  ADJUSTED  
 FR0156  ___________________________________________________________________
 FR0156  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FR0156  DYNAMIC HT  -        2114.841 (meters)    6938.44  (feet)  COMP
 FR0156  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 FR0156
 FR0156  VERT ORDER  -  FIRST     CLASS II
 FR0156
 FR0156.The horizontal coordinates were scaled from a topographic map and have
 FR0156.an estimated accuracy of +/- 6 seconds.
 FR0156
 FR0156.The orthometric height was determined by differential leveling
 FR0156.and adjusted in June 1991.
 FR0156
 FR0156.The geoid height was determined by GEOID03.
 FR0156
 FR0156.The dynamic height is computed by dividing the NAVD 88
 FR0156.geopotential number by the normal gravity value computed on the
 FR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0156.degrees latitude (g = 980.6199 gals.).
 FR0156
 FR0156.The modeled gravity was interpolated from observed gravity values.
 FR0156
 FR0156;                    North         East    Units  Estimated Accuracy
 FR0156;SPC AZ C     -   472,090.      197,660.      MT  (+/- 180 meters Scaled)
 FR0156
 FR0156                          SUPERSEDED SURVEY CONTROL
 FR0156
 FR0156  NGVD 29 (??/??/92) 2116.829  (m)         6944.96   (f) ADJ UNCH    1 2
 FR0156
 FR0156.Superseded values are not recommended for survey control.
 FR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0156.See file dsdata.txt to determine how the superseded data were derived.
 FR0156
 FR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE009020(NAD 83)
 FR0156_MARKER: DB = BENCH MARK DISK
 FR0156_SETTING: 80 = SET IN A BOULDER
 FR0156_SP_SET: BOULDER
 FR0156_STAMPING: D 341 1958
 FR0156_MARK LOGO: CGS   
 FR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0156+STABILITY: SURFACE MOTION
 FR0156
 FR0156  HISTORY     - Date     Condition        Report By
 FR0156  HISTORY     - 1958     MONUMENTED       CGS
 FR0156  HISTORY     - 1982     GOOD             NGS
 FR0156
 FR0156                          STATION DESCRIPTION
 FR0156
 FR0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0156'5.2 MI E FROM WILLIAMS.
 FR0156'5.75 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0156'WILLIAMS, 0.2 MILE WEST OF MILEPOST 189, 178 FEET SOUTH OF THE
 FR0156'HIGHWAY, 130 FEET SOUTH OF THE FENCE, 3.4 FEET SOUTHEAST OF THE
 FR0156'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8
 FR0156'INCHES.
 FR0156
 FR0156                          STATION RECOVERY (1982)
 FR0156
 FR0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0156'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0156'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 6.0 KM (3.7 MI) EAST
 FR0156'ALONG INTERSTATE HIGHWAY 40, 0.2 KM (0.15 MI) WEST OF A LARGE BOX
 FR0156'CULVERT USED AS A CATTLE CROSSING, IN TOP OF A 3 BY 3 FOOT BOULDER
 FR0156'PROJECTING 6-INCHES, NEAR THE WEST EDGE OF DAVENPORT LAKE, 67 METERS
 FR0156'(220 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 32
 FR0156'METERS (105 FT) SOUTHWEST OF RIGHT-OF-WAY MARKER 793+02.89, 19.2
 FR0156'METERS (63 FT) SOUTH OF A FENCE, 17 METERS (56 FT) WEST OF A PILE OF
 FR0156'BOULDERS.
 FR0156'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 FR0156'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0015 ***********************************************************************
 CH0015  DESIGNATION -  D 341
 CH0015  PID         -  CH0015
 CH0015  STATE/COUNTY-  AZ/PIMA
 CH0015  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0015
 CH0015                         *CURRENT SURVEY CONTROL
 CH0015  ___________________________________________________________________
 CH0015* NAD 83(1986)-  31 48 32.     (N)    112 19 29.     (W)     SCALED    
 CH0015* NAVD 88     -       534.04   (+/-2cm)    1752.1    (feet)  VERTCON   
 CH0015  ___________________________________________________________________
 CH0015  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CH0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0015
 CH0015.The horizontal coordinates were scaled from a topographic map and have
 CH0015.an estimated accuracy of +/- 6 seconds.
 CH0015
 CH0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0015.The vertical order pertains to the NGVD 29 superseded value.
 CH0015
 CH0015.The geoid height was determined by GEOID03.
 CH0015
 CH0015;                    North         East    Units  Estimated Accuracy
 CH0015;SPC AZ C     -    89,750.      174,730.      MT  (+/- 180 meters Scaled)
 CH0015
 CH0015                          SUPERSEDED SURVEY CONTROL
 CH0015
 CH0015  NGVD 29 (??/??/92)  533.345  (m)         1749.82   (f) ADJ UNCH    2 0
 CH0015
 CH0015.Superseded values are not recommended for survey control.
 CH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0015.See file dsdata.txt to determine how the superseded data were derived.
 CH0015
 CH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA746200(NAD 83)
 CH0015_MARKER: DB = BENCH MARK DISK
 CH0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0015_STAMPING: D 341 1961
 CH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0015+STABILITY: SURFACE MOTION
 CH0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0015+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2007
 CH0015
 CH0015  HISTORY     - Date     Condition        Report By
 CH0015  HISTORY     - 1961     MONUMENTED       CGS
 CH0015  HISTORY     - 20070425 GOOD             TOHONO
 CH0015
 CH0015                          STATION DESCRIPTION
 CH0015
 CH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0015'2.85 MI NW FROM PAPAGO FARMS.
 CH0015'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0015'PAPAGO FARMS.  THENCE 1.25 MILES WEST ALONG A TRAIL ROAD.  3.0 MILES
 CH0015'NORTHEAST OF A METAL WINDMILL AND STONE WATER TANKS, 1.4 MILES IN A
 CH0015'GENERAL EASTERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0015'WHICH PROJECTS 16 FEET AND IS NUMBERED 58, 1.25 MILES WEST OF A
 CH0015'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0015'NUMBERED 66, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 CH0015'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CH0015'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CH0015
 CH0015                          STATION RECOVERY (2007)
 CH0015
 CH0015'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 CH0015'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0211 ***********************************************************************
 FQ0211  DESIGNATION -  D 342
 FQ0211  PID         -  FQ0211
 FQ0211  STATE/COUNTY-  AZ/COCONINO
 FQ0211  USGS QUAD   -  ANDERSON CANYON (1983)
 FQ0211
 FQ0211                         *CURRENT SURVEY CONTROL
 FQ0211  ___________________________________________________________________
 FQ0211* NAD 83(1986)-  35 07 03.     (N)    111 08 04.     (W)     SCALED    
 FQ0211* NAVD 88     -      1702.501  (meters)    5585.62   (feet)  ADJUSTED  
 FQ0211  ___________________________________________________________________
 FQ0211  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0211  DYNAMIC HT  -        1700.181 (meters)    5578.01  (feet)  COMP
 FQ0211  MODELED GRAV-     979,211.4   (mgal)                       NAVD 88
 FQ0211
 FQ0211  VERT ORDER  -  FIRST     CLASS II
 FQ0211
 FQ0211.The horizontal coordinates were scaled from a topographic map and have
 FQ0211.an estimated accuracy of +/- 6 seconds.
 FQ0211
 FQ0211.The orthometric height was determined by differential leveling
 FQ0211.and adjusted in June 1991.
 FQ0211
 FQ0211.The geoid height was determined by GEOID03.
 FQ0211
 FQ0211.The dynamic height is computed by dividing the NAVD 88
 FQ0211.geopotential number by the normal gravity value computed on the
 FQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0211.degrees latitude (g = 980.6199 gals.).
 FQ0211
 FQ0211.The modeled gravity was interpolated from observed gravity values.
 FQ0211
 FQ0211;                    North         East    Units  Estimated Accuracy
 FQ0211;SPC AZ C     -   456,890.      284,660.      MT  (+/- 180 meters Scaled)
 FQ0211
 FQ0211                          SUPERSEDED SURVEY CONTROL
 FQ0211
 FQ0211  NGVD 29 (??/??/92) 1701.608  (m)         5582.69   (f) ADJ UNCH    1 2
 FQ0211
 FQ0211.Superseded values are not recommended for survey control.
 FQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0211.See file dsdata.txt to determine how the superseded data were derived.
 FQ0211
 FQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD877860(NAD 83)
 FQ0211_MARKER: DB = BENCH MARK DISK
 FQ0211_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0211_SP_SET: BEDROCK
 FQ0211_MARK LOGO: CGS   
 FQ0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0211
 FQ0211  HISTORY     - Date     Condition        Report By
 FQ0211  HISTORY     - UNK      MONUMENTED       CGS
 FQ0211  HISTORY     - 1960     GOOD             NGS
 FQ0211  HISTORY     - 1983     GOOD             NGS
 FQ0211
 FQ0211                          STATION DESCRIPTION
 FQ0211
 FQ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FQ0211'26.0 MI W FROM WINSLOW.
 FQ0211'26.35 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN
 FQ0211'WINSLOW, 0.75 MILE WEST OF MILEPOST 248, 250 FEET (APPROXIMATELY) WEST
 FQ0211'OF A DEPRESSION, 251 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 66, 99
 FQ0211'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 99 FEET SOUTH OF A WITNESS POST,
 FQ0211'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0211
 FQ0211                          STATION RECOVERY (1983)
 FQ0211
 FQ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0211'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  41.8 KM (25.95
 FQ0211'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0211'POST OFFICE IN HOLBROOK, IN THE CENTER OF A 2 BY 3 FT EXPOSED AREA OF
 FQ0211'CROPPING BEDROCK, 78.0 METERS (255.9 FT) SOUTHWEST OF MILEPOST 228 AND
 FQ0211'76.5 METERS (251.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 FQ0211'OF THE HIGHWAY.
 FQ0211'THE MARK IS 30.2 METERS  S FROM  A WITNESS POST AND FENCE
 FQ0211'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0029 ***********************************************************************
 CH0029  DESIGNATION -  D 342
 CH0029  PID         -  CH0029
 CH0029  STATE/COUNTY-  AZ/PIMA
 CH0029  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0029
 CH0029                         *CURRENT SURVEY CONTROL
 CH0029  ___________________________________________________________________
 CH0029* NAD 83(1986)-  31 47 25.     (N)    112 07 48.     (W)     SCALED    
 CH0029* NAVD 88     -       596.89   (+/-2cm)    1958.3    (feet)  VERTCON   
 CH0029  ___________________________________________________________________
 CH0029  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CH0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0029
 CH0029.The horizontal coordinates were scaled from a topographic map and have
 CH0029.an estimated accuracy of +/- 6 seconds.
 CH0029
 CH0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0029.The vertical order pertains to the NGVD 29 superseded value.
 CH0029
 CH0029.The geoid height was determined by GEOID03.
 CH0029
 CH0029;                    North         East    Units  Estimated Accuracy
 CH0029;SPC AZ C     -    87,630.      193,160.      MT  (+/- 180 meters Scaled)
 CH0029
 CH0029                          SUPERSEDED SURVEY CONTROL
 CH0029
 CH0029  NGVD 29 (??/??/92)  596.198  (m)         1956.03   (f) ADJ UNCH    2 0
 CH0029
 CH0029.Superseded values are not recommended for survey control.
 CH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0029.See file dsdata.txt to determine how the superseded data were derived.
 CH0029
 CH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA930177(NAD 83)
 CH0029_MARKER: DB = BENCH MARK DISK
 CH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0029_STAMPING: D 342 1961
 CH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0029+STABILITY: SURFACE MOTION
 CH0029
 CH0029  HISTORY     - Date     Condition        Report By
 CH0029  HISTORY     - 1961     MONUMENTED       CGS
 CH0029
 CH0029                          STATION DESCRIPTION
 CH0029
 CH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0029'5.8 MI SE FROM KOT KUG.
 CH0029'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0029'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0029'EAST ALONG A GRADED DIRT ROAD.  THENCE 2.95 MILES SOUTHEAST ALONG A
 CH0029'TRAIL ROAD, 2.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0029'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, IN A LARGE BARREN
 CH0029'AREA, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH
 CH0029'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CH0029'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0223 ***********************************************************************
 ET0223  DESIGNATION -  D 343
 ET0223  PID         -  ET0223
 ET0223  STATE/COUNTY-  AZ/YAVAPAI
 ET0223  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0223
 ET0223                         *CURRENT SURVEY CONTROL
 ET0223  ___________________________________________________________________
 ET0223* NAD 83(1986)-  34 21 26.     (N)    112 07 04.     (W)     SCALED    
 ET0223* NAVD 88     -      1131.88   (+/-2cm)    3713.5    (feet)  VERTCON   
 ET0223  ___________________________________________________________________
 ET0223  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 ET0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0223
 ET0223.The horizontal coordinates were scaled from a topographic map and have
 ET0223.an estimated accuracy of +/- 6 seconds.
 ET0223
 ET0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0223.The vertical order pertains to the NGVD 29 superseded value.
 ET0223
 ET0223.The geoid height was determined by GEOID03.
 ET0223
 ET0223;                    North         East    Units  Estimated Accuracy
 ET0223;SPC AZ C     -   372,290.      194,860.      MT  (+/- 180 meters Scaled)
 ET0223
 ET0223                          SUPERSEDED SURVEY CONTROL
 ET0223
 ET0223  NGVD 29 (??/??/92) 1131.184  (m)         3711.23   (f) ADJ UNCH    2 0
 ET0223
 ET0223.Superseded values are not recommended for survey control.
 ET0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0223.See file dsdata.txt to determine how the superseded data were derived.
 ET0223
 ET0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD972023(NAD 83)
 ET0223_MARKER: DB = BENCH MARK DISK
 ET0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0223_STAMPING: D 343 1958
 ET0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0223+STABILITY: SURFACE MOTION
 ET0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0223+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0223
 ET0223  HISTORY     - Date     Condition        Report By
 ET0223  HISTORY     - 1958     MONUMENTED       CGS
 ET0223  HISTORY     - 1974     GOOD             USGS
 ET0223  HISTORY     - 20080613 GOOD             GEOCAC
 ET0223
 ET0223                          STATION DESCRIPTION
 ET0223
 ET0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0223'22.0 MI N FROM BLACK CANYON.
 ET0223'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0223'CANYON, THENCE 2.3 MILES NORTH ALONG STATE HIGHWAY 79, 0.4 MILE SOUTH
 ET0223'OF MILE POST NUMBER 265, 98 FEET WEST OF THE CENTER OF THE HIGHWAY, 33
 ET0223'FEET SOUTH OF A GATE, 3 FEET EAST OF THE FENCE, 5 FEET NORTH OF THE
 ET0223'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE POST THAT PROJECTS 4
 ET0223'INCHES.
 ET0223
 ET0223                          STATION RECOVERY (1974)
 ET0223
 ET0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0223'22.0 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE IN BLACK
 ET0223'CANYON CITY, 2.3 MILES NORTH OF CORDES JUNCTION, 0.4 MILE SOUTH OF
 ET0223'MILE POST NUMBER 265, 98 FEET WEST OF THE CENTER OF THE SOUTHBOUND
 ET0223'LANES, SET IN THE TOP OF A 12 INCH SQUARE POST THAT PROJECTS 4
 ET0223'INCHES.
 ET0223
 ET0223                          STATION RECOVERY (2008)
 ET0223
 ET0223'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0223'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0223'34 21 26.5 (N)   112 07 03.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0910 ***********************************************************************
 DA0910  DESIGNATION -  D 344
 DA0910  PID         -  DA0910
 DA0910  STATE/COUNTY-  AZ/PIMA
 DA0910  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0910
 DA0910                         *CURRENT SURVEY CONTROL
 DA0910  ___________________________________________________________________
 DA0910* NAD 83(1986)-  32 05 06.     (N)    113 13 31.     (W)     SCALED    
 DA0910* NAVD 88     -       344.82   (+/-2cm)    1131.3    (feet)  VERTCON   
 DA0910  ___________________________________________________________________
 DA0910  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DA0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0910
 DA0910.The horizontal coordinates were scaled from a topographic map and have
 DA0910.an estimated accuracy of +/- 6 seconds.
 DA0910
 DA0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0910.The vertical order pertains to the NGVD 29 superseded value.
 DA0910
 DA0910.The geoid height was determined by GEOID03.
 DA0910
 DA0910;                    North         East    Units  Estimated Accuracy
 DA0910;SPC AZ C     -   121,040.       89,830.      MT  (+/- 180 meters Scaled)
 DA0910
 DA0910                          SUPERSEDED SURVEY CONTROL
 DA0910
 DA0910  NGVD 29 (??/??/92)  344.132  (m)         1129.04   (f) ADJ UNCH    2 0
 DA0910
 DA0910.Superseded values are not recommended for survey control.
 DA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0910.See file dsdata.txt to determine how the superseded data were derived.
 DA0910
 DA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA899520(NAD 83)
 DA0910_MARKER: DB = BENCH MARK DISK
 DA0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0910_STAMPING: D 344 1961
 DA0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0910+STABILITY: SURFACE MOTION
 DA0910
 DA0910  HISTORY     - Date     Condition        Report By
 DA0910  HISTORY     - 1961     MONUMENTED       CGS
 DA0910  HISTORY     - 1962     GOOD             NGS
 DA0910
 DA0910                          STATION DESCRIPTION
 DA0910
 DA0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0910'37.9 MI SW FROM AJO.
 DA0910'ABOUT 0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIS AND GILA BEND
 DA0910'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0910'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0910'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0910'HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST ALONG A TRAIL
 DA0910'ROAD.  THENCE 4.0 MILES SOUTHWEST ALONG A DIM TRAIL ROAD, 0.3 MILE
 DA0910'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0910'FEET AND IS NUMBERED 53, 48 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DA0910'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 DA0910'THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DA0910'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0204 ***********************************************************************
 ET0204  DESIGNATION -  D 344
 ET0204  PID         -  ET0204
 ET0204  STATE/COUNTY-  AZ/YAVAPAI
 ET0204  USGS QUAD   -  ESTLER PEAK (1974)
 ET0204
 ET0204                         *CURRENT SURVEY CONTROL
 ET0204  ___________________________________________________________________
 ET0204* NAD 83(1986)-  34 29 10.     (N)    112 00 43.     (W)     SCALED    
 ET0204* NAVD 88     -      1369.26   (+/-2cm)    4492.3    (feet)  VERTCON   
 ET0204  ___________________________________________________________________
 ET0204  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ET0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0204
 ET0204.The horizontal coordinates were scaled from a topographic map and have
 ET0204.an estimated accuracy of +/- 6 seconds.
 ET0204
 ET0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0204.The vertical order pertains to the NGVD 29 superseded value.
 ET0204
 ET0204.The geoid height was determined by GEOID03.
 ET0204
 ET0204;                    North         East    Units  Estimated Accuracy
 ET0204;SPC AZ C     -   386,580.      204,610.      MT  (+/- 180 meters Scaled)
 ET0204
 ET0204                          SUPERSEDED SURVEY CONTROL
 ET0204
 ET0204  NGVD 29 (??/??/92) 1368.466  (m)         4489.71   (f) ADJ UNCH    2 0
 ET0204
 ET0204.Superseded values are not recommended for survey control.
 ET0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0204.See file dsdata.txt to determine how the superseded data were derived.
 ET0204
 ET0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD070165(NAD 83)
 ET0204_MARKER: DB = BENCH MARK DISK
 ET0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0204_STAMPING: D 344 1950
 ET0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0204+STABILITY: SURFACE MOTION
 ET0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0204+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0204
 ET0204  HISTORY     - Date     Condition        Report By
 ET0204  HISTORY     - 1959     MONUMENTED       CGS
 ET0204  HISTORY     - 20080816 GOOD             GEOCAC
 ET0204
 ET0204                          STATION DESCRIPTION
 ET0204
 ET0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0204'12.5 MI S FROM CAMP VERDE.
 ET0204'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0204'OFFICE IN CAMP VERDE, THENCE 9.5 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0204'0.15 MILES NORTH OF MILEPOST 276, 97 FEET WEST OF THE CENTER OF THE
 ET0204'HIGHWAY, 2 FEET EAST OF A FENCE, 4 FEET NORTH OF WITNESS POST. SET IN
 ET0204'ROUND CONCRETE POST PROJECTING 8 INCHES.
 ET0204
 ET0204                          STATION RECOVERY (2008)
 ET0204
 ET0204'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0204'GPSR COORDINATES (NAD 83) N34 29.175 W112 00.708
 ET0204'4,479 FT ASL
 ET0204'HIGHWAY 79 IS NOW KNOWN AS INTERSTATE 17.
 ET0204' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0886 ***********************************************************************
 DA0886  DESIGNATION -  D 345
 DA0886  PID         -  DA0886
 DA0886  STATE/COUNTY-  AZ/PIMA
 DA0886  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0886
 DA0886                         *CURRENT SURVEY CONTROL
 DA0886  ___________________________________________________________________
 DA0886* NAD 83(1986)-  32 12 01.     (N)    113 04 05.     (W)     SCALED    
 DA0886* NAVD 88     -       331.66   (+/-2cm)    1088.1    (feet)  VERTCON   
 DA0886  ___________________________________________________________________
 DA0886  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0886
 DA0886.The horizontal coordinates were scaled from a topographic map and have
 DA0886.an estimated accuracy of +/- 6 seconds.
 DA0886
 DA0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0886.The vertical order pertains to the NGVD 29 superseded value.
 DA0886
 DA0886.The geoid height was determined by GEOID03.
 DA0886
 DA0886;                    North         East    Units  Estimated Accuracy
 DA0886;SPC AZ C     -   133,660.      104,810.      MT  (+/- 180 meters Scaled)
 DA0886
 DA0886                          SUPERSEDED SURVEY CONTROL
 DA0886
 DA0886  NGVD 29 (??/??/92)  330.978  (m)         1085.88   (f) ADJ UNCH    2 0
 DA0886
 DA0886.Superseded values are not recommended for survey control.
 DA0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0886.See file dsdata.txt to determine how the superseded data were derived.
 DA0886
 DA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA050645(NAD 83)
 DA0886_MARKER: DB = BENCH MARK DISK
 DA0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0886_STAMPING: D 345 1961
 DA0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0886+STABILITY: SURFACE MOTION
 DA0886
 DA0886  HISTORY     - Date     Condition        Report By
 DA0886  HISTORY     - 1961     MONUMENTED       CGS
 DA0886  HISTORY     - 1962     GOOD             NGS
 DA0886
 DA0886                          STATION DESCRIPTION
 DA0886
 DA0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0886'28.15 MI SW FROM AJO.
 DA0886'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0886'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0886'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0886'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0886'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0886'ALONG A TRAIL ROAD.  THENCE 4.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0886'0.15 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0886'PROJECTS 16 FEET AND IS NUMBERED 48, AT A BOUNDARY FENCE OF THE CABEZA
 DA0886'PRIETA GAME REFUGE, 58 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0886'ROAD, 31 FEET EAST OF THE CENTER OF A GATE, 4.2 FEET SOUTH OF A FENCE,
 DA0886'150 FEET EAST OF THREE METAL WATER TANKS, 1.8 FEET NORTH OF A METAL
 DA0886'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0886'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0340 ***********************************************************************
 FQ0340  DESIGNATION -  D 345
 FQ0340  PID         -  FQ0340
 FQ0340  STATE/COUNTY-  AZ/COCONINO
 FQ0340  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0340
 FQ0340                         *CURRENT SURVEY CONTROL
 FQ0340  ___________________________________________________________________
 FQ0340* NAD 83(1986)-  35 04 06.     (N)    111 40 59.     (W)     SCALED    
 FQ0340* NAVD 88     -      2043.814  (meters)    6705.41   (feet)  ADJUSTED  
 FQ0340  ___________________________________________________________________
 FQ0340  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FQ0340  DYNAMIC HT  -        2040.914 (meters)    6695.90  (feet)  COMP
 FQ0340  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 FQ0340
 FQ0340  VERT ORDER  -  SECOND    CLASS 0
 FQ0340
 FQ0340.The horizontal coordinates were scaled from a topographic map and have
 FQ0340.an estimated accuracy of +/- 6 seconds.
 FQ0340
 FQ0340.The orthometric height was determined by differential leveling
 FQ0340.and adjusted in June 1991.
 FQ0340
 FQ0340.The geoid height was determined by GEOID03.
 FQ0340
 FQ0340.The dynamic height is computed by dividing the NAVD 88
 FQ0340.geopotential number by the normal gravity value computed on the
 FQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0340.degrees latitude (g = 980.6199 gals.).
 FQ0340
 FQ0340.The modeled gravity was interpolated from observed gravity values.
 FQ0340
 FQ0340;                    North         East    Units  Estimated Accuracy
 FQ0340;SPC AZ C     -   451,180.      234,670.      MT  (+/- 180 meters Scaled)
 FQ0340
 FQ0340                          SUPERSEDED SURVEY CONTROL
 FQ0340
 FQ0340  NGVD 29 (??/??/92) 2042.811  (m)         6702.12   (f) ADJ UNCH    2 0
 FQ0340
 FQ0340.Superseded values are not recommended for survey control.
 FQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0340.See file dsdata.txt to determine how the superseded data were derived.
 FQ0340
 FQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377808(NAD 83)
 FQ0340_MARKER: DB = BENCH MARK DISK
 FQ0340_SETTING: 80 = SET IN A BOULDER
 FQ0340_SP_SET: BOULDER
 FQ0340_STAMPING: D 345 1959
 FQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0340+STABILITY: SURFACE MOTION
 FQ0340
 FQ0340  HISTORY     - Date     Condition        Report By
 FQ0340  HISTORY     - 1959     MONUMENTED       CGS
 FQ0340
 FQ0340                          STATION DESCRIPTION
 FQ0340
 FQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0340'9.8 MI SW FROM FLAGSTAFF.
 FQ0340'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0340'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0340'THENCE 7.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 0.1 MILE
 FQ0340'NORTH OF A ROCK CUT, ABOUT 220 FEET SOUTH OF A DEEP WASH, 97 FEET WEST
 FQ0340'OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF THE WITNESS SIGN,
 FQ0340'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 3 FEET ON
 FQ0340'THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0890 ***********************************************************************
 DA0890  DESIGNATION -  D 346
 DA0890  PID         -  DA0890
 DA0890  STATE/COUNTY-  AZ/YUMA
 DA0890  USGS QUAD   -  LAS PLAYAS (1990)
 DA0890
 DA0890                         *CURRENT SURVEY CONTROL
 DA0890  ___________________________________________________________________
 DA0890* NAD 83(1986)-  32 05 06.     (N)    113 28 46.     (W)     SCALED    
 DA0890* NAVD 88     -       221.83   (+/-2cm)     727.8    (feet)  VERTCON   
 DA0890  ___________________________________________________________________
 DA0890  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DA0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0890
 DA0890.The horizontal coordinates were scaled from a topographic map and have
 DA0890.an estimated accuracy of +/- 6 seconds.
 DA0890
 DA0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0890.The vertical order pertains to the NGVD 29 superseded value.
 DA0890
 DA0890.The geoid height was determined by GEOID03.
 DA0890
 DA0890;                    North         East    Units  Estimated Accuracy
 DA0890;SPC AZ W     -   120,330.      238,900.      MT  (+/- 180 meters Scaled)
 DA0890
 DA0890                          SUPERSEDED SURVEY CONTROL
 DA0890
 DA0890  NGVD 29 (??/??/92)  221.145  (m)          725.54   (f) ADJ UNCH    2 0
 DA0890
 DA0890.Superseded values are not recommended for survey control.
 DA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0890.See file dsdata.txt to determine how the superseded data were derived.
 DA0890
 DA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA659525(NAD 83)
 DA0890_MARKER: DB = BENCH MARK DISK
 DA0890_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0890_SP_SET: 11 FT
 DA0890_STAMPING: D 346 1961
 DA0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0890
 DA0890  HISTORY     - Date     Condition        Report By
 DA0890  HISTORY     - 1961     MONUMENTED       CGS
 DA0890  HISTORY     - 1962     GOOD             NGS
 DA0890
 DA0890                          STATION DESCRIPTION
 DA0890
 DA0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0890'20.3 MI SE FROM TULE WELL.
 DA0890'ABOUT 20.3 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0890'COMMISSION SHELTER AT TULE WELL.  OR ABOUT 8.9 MILES SOUTHWEST ALONG A
 DA0890'TRAIL ROAD FROM A CONCRETE WATER TANK AT PAPAGO WELL.  THENCE 5.9
 DA0890'MILES NORTHWEST ALONG THE UNITED STATES-MEXICO BORDER FENCE, 0.3 MILE
 DA0890'SOUTH-SOUTHEAST AND 5.9 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0890'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30, 1.4 FEET
 DA0890'NORTH OF THE UNITED STATES-MEXICO BORDER FENCE, 5 FEET SOUTH OF THE
 DA0890'CENTER LINE OF THE TRAIL ROAD, NEAR THE CENTER OF SOME SAND DUNES, 1.0
 DA0890'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD,
 DA0890'AND CLAMPED ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 DA0890'OF 11 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0050 ***********************************************************************
 ES0050  DESIGNATION -  D 346
 ES0050  PID         -  ES0050
 ES0050  STATE/COUNTY-  AZ/NAVAJO
 ES0050  USGS QUAD   -  APACHE BUTTE (1986)
 ES0050
 ES0050                         *CURRENT SURVEY CONTROL
 ES0050  ___________________________________________________________________
 ES0050* NAD 83(1986)-  34 57 56.     (N)    110 25 00.     (W)     SCALED    
 ES0050* NAVD 88     -      1510.570  (meters)    4955.93   (feet)  ADJUSTED  
 ES0050  ___________________________________________________________________
 ES0050  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0050  DYNAMIC HT  -        1508.551 (meters)    4949.30  (feet)  COMP
 ES0050  MODELED GRAV-     979,245.1   (mgal)                       NAVD 88
 ES0050
 ES0050  VERT ORDER  -  FIRST     CLASS II
 ES0050
 ES0050.The horizontal coordinates were scaled from a topographic map and have
 ES0050.an estimated accuracy of +/- 6 seconds.
 ES0050
 ES0050.The orthometric height was determined by differential leveling
 ES0050.and adjusted in June 1991.
 ES0050
 ES0050.The geoid height was determined by GEOID03.
 ES0050
 ES0050.The dynamic height is computed by dividing the NAVD 88
 ES0050.geopotential number by the normal gravity value computed on the
 ES0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0050.degrees latitude (g = 980.6199 gals.).
 ES0050
 ES0050.The modeled gravity was interpolated from observed gravity values.
 ES0050
 ES0050;                    North         East    Units  Estimated Accuracy
 ES0050;SPC AZ E     -   439,780.      190,530.      MT  (+/- 180 meters Scaled)
 ES0050
 ES0050                          SUPERSEDED SURVEY CONTROL
 ES0050
 ES0050  NGVD 29 (??/??/92) 1509.800  (m)         4953.40   (f) ADJ UNCH    1 2
 ES0050
 ES0050.Superseded values are not recommended for survey control.
 ES0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0050.See file dsdata.txt to determine how the superseded data were derived.
 ES0050
 ES0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD532693(NAD 83)
 ES0050_MARKER: DB = BENCH MARK DISK
 ES0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0050_STAMPING: D 346 1956
 ES0050_MARK LOGO: CGS   
 ES0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0050+STABILITY: SURFACE MOTION
 ES0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0050+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 ES0050
 ES0050  HISTORY     - Date     Condition        Report By
 ES0050  HISTORY     - 1959     MONUMENTED       CGS
 ES0050  HISTORY     - 1983     GOOD             NGS
 ES0050  HISTORY     - 20050525 GOOD             NGS
 ES0050
 ES0050                          STATION DESCRIPTION
 ES0050
 ES0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0050'6.5 MI W FROM JOSEPH CITY.
 ES0050'17.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0050'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0050'POST OFFICE AT WINSLOW, 0.3 MILE WEST OF MILE POST 291, 99 FEET NORTH
 ES0050'OF THE NORTH RAILROAD TRACK, 19 FEET SOUTH OF THE FENCE, 9 FEET WEST
 ES0050'OF A TELEPHONE POLE, 1.5 FEET EAST OF THE WITNESS POST, SET IN THE TOP
 ES0050'OF A 12 SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0050
 ES0050                          STATION RECOVERY (1983)
 ES0050
 ES0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0050'RECOVERED IN GOOD CONDITION.
 ES0050
 ES0050                          STATION RECOVERY (2005)
 ES0050
 ES0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0050'OLD US 66 IS NOW FRONTAGE ROAD FOR INTERSTATE 40.  RR IS NOW PART OF
 ES0050'BNSF SYSTEM.  FENCE WAS REMOVED.  SITE IS 4.6 MILES WEST OF JOSEPH
 ES0050'CITY
 ES0050'AND ABOUT A HALF MILE EAST OF JACK RABBIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1004 ***********************************************************************
 DA1004  DESIGNATION -  D 347
 DA1004  PID         -  DA1004
 DA1004  STATE/COUNTY-  AZ/YUMA
 DA1004  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1004
 DA1004                         *CURRENT SURVEY CONTROL
 DA1004  ___________________________________________________________________
 DA1004* NAD 83(1986)-  32 08 03.     (N)    113 38 18.     (W)     SCALED    
 DA1004* NAVD 88     -       289.43   (+/-2cm)     949.6    (feet)  VERTCON   
 DA1004  ___________________________________________________________________
 DA1004  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1004
 DA1004.The horizontal coordinates were scaled from a topographic map and have
 DA1004.an estimated accuracy of +/- 6 seconds.
 DA1004
 DA1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1004.The vertical order pertains to the NGVD 29 superseded value.
 DA1004
 DA1004.The geoid height was determined by GEOID03.
 DA1004
 DA1004;                    North         East    Units  Estimated Accuracy
 DA1004;SPC AZ W     -   125,750.      223,900.      MT  (+/- 180 meters Scaled)
 DA1004
 DA1004                          SUPERSEDED SURVEY CONTROL
 DA1004
 DA1004  NGVD 29 (??/??/92)  288.744  (m)          947.32   (f) ADJ UNCH    2 0
 DA1004
 DA1004.Superseded values are not recommended for survey control.
 DA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1004.See file dsdata.txt to determine how the superseded data were derived.
 DA1004
 DA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA511583(NAD 83)
 DA1004_MARKER: DB = BENCH MARK DISK
 DA1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1004_STAMPING: D 347 1961
 DA1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1004+STABILITY: SURFACE MOTION
 DA1004
 DA1004  HISTORY     - Date     Condition        Report By
 DA1004  HISTORY     - 1961     MONUMENTED       CGS
 DA1004  HISTORY     - 1962     GOOD             NGS
 DA1004
 DA1004                          STATION DESCRIPTION
 DA1004
 DA1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1004'9.7 MI SE FROM TULE WELL.
 DA1004'ABOUT 9.7 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1004'COMMISSION SHELTER AT TULE WELL, 2.5 MILES NORTHWEST OF A 4X4-INCH
 DA1004'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1004'70 YARDS EAST OF THE CENTER LINE OF A WASH, 20 FEET SOUTH OF THE
 DA1004'CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA1004'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1004'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0215 ***********************************************************************
 FP0215  DESIGNATION -  D 347
 FP0215  PID         -  FP0215
 FP0215  STATE/COUNTY-  AZ/APACHE
 FP0215  USGS QUAD   -  CHAMBERS (1971)
 FP0215
 FP0215                         *CURRENT SURVEY CONTROL
 FP0215  ___________________________________________________________________
 FP0215* NAD 83(1986)-  35 12 00.     (N)    109 23 13.     (W)     SCALED    
 FP0215* NAVD 88     -      1761.499  (meters)    5779.18   (feet)  ADJUSTED  
 FP0215  ___________________________________________________________________
 FP0215  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 FP0215  DYNAMIC HT  -        1759.047 (meters)    5771.14  (feet)  COMP
 FP0215  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 FP0215
 FP0215  VERT ORDER  -  FIRST     CLASS II
 FP0215
 FP0215.The horizontal coordinates were scaled from a topographic map and have
 FP0215.an estimated accuracy of +/- 6 seconds.
 FP0215
 FP0215.The orthometric height was determined by differential leveling
 FP0215.and adjusted in June 1991.
 FP0215.WARNING-Repeat measurements at this control monument indicate possible
 FP0215.vertical movement.
 FP0215
 FP0215.The geoid height was determined by GEOID03.
 FP0215
 FP0215.The dynamic height is computed by dividing the NAVD 88
 FP0215.geopotential number by the normal gravity value computed on the
 FP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0215.degrees latitude (g = 980.6199 gals.).
 FP0215
 FP0215.The modeled gravity was interpolated from observed gravity values.
 FP0215
 FP0215;                    North         East    Units  Estimated Accuracy
 FP0215;SPC AZ E     -   466,040.      284,360.      MT  (+/- 180 meters Scaled)
 FP0215
 FP0215                          SUPERSEDED SURVEY CONTROL
 FP0215
 FP0215  NGVD 29 (??/??/92) 1760.549  (m)         5776.07   (f) ADJ UNCH    1 2
 FP0215
 FP0215.Superseded values are not recommended for survey control.
 FP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0215.See file dsdata.txt to determine how the superseded data were derived.
 FP0215
 FP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD468964(NAD 83)
 FP0215_MARKER: DB = BENCH MARK DISK
 FP0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0215_STAMPING: D 347 1959
 FP0215_MARK LOGO: CGS   
 FP0215_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0215+STABILITY: SURFACE MOTION
 FP0215
 FP0215  HISTORY     - Date     Condition        Report By
 FP0215  HISTORY     - 1959     MONUMENTED       CGS
 FP0215  HISTORY     - 1983     GOOD             NGS
 FP0215
 FP0215                          STATION DESCRIPTION
 FP0215
 FP0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0215'3.5 MI W FROM SANDERS.
 FP0215'3.5 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0215'0.1 MILE EAST OF RAILROAD MILEPOST 203, 99 FEET SOUTH OF HIGHWAY
 FP0215'MILEPOST 358, 2 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE, 2.5
 FP0215'FEET WEST OF THE WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 FP0215'CONCRETE POST THAT PROJECTS 2 INCHES.
 FP0215
 FP0215                          STATION RECOVERY (1983)
 FP0215
 FP0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0215'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 FP0215'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0215'U. S.  HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0215'NORTHEAST OF MILEPOST 336, 43.9 METERS (144.0 FT) SOUTHEAST OF THE
 FP0215'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 0.4 METER (1.3
 FP0215'FT) NORTHWEST OF A FENCE.
 FP0215'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 FP0215'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0017 ***********************************************************************
 DB0017  DESIGNATION -  D 348
 DB0017  PID         -  DB0017
 DB0017  STATE/COUNTY-  AZ/YUMA
 DB0017  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0017
 DB0017                         *CURRENT SURVEY CONTROL
 DB0017  ___________________________________________________________________
 DB0017* NAD 83(1986)-  32 18 37.     (N)    114 05 34.     (W)     SCALED    
 DB0017* NAVD 88     -       305.82   (+/-2cm)    1003.3    (feet)  VERTCON   
 DB0017  ___________________________________________________________________
 DB0017  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0017
 DB0017.The horizontal coordinates were scaled from a topographic map and have
 DB0017.an estimated accuracy of +/- 6 seconds.
 DB0017
 DB0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0017.The vertical order pertains to the NGVD 29 superseded value.
 DB0017
 DB0017.The geoid height was determined by GEOID03.
 DB0017
 DB0017;                    North         East    Units  Estimated Accuracy
 DB0017;SPC AZ W     -   145,330.      181,080.      MT  (+/- 180 meters Scaled)
 DB0017
 DB0017                          SUPERSEDED SURVEY CONTROL
 DB0017
 DB0017  NGVD 29 (??/??/??)  305.135  (m)         1001.10   (f) ADJUSTED    2 0
 DB0017
 DB0017.Superseded values are not recommended for survey control.
 DB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0017.See file dsdata.txt to determine how the superseded data were derived.
 DB0017
 DB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR737785(NAD 83)
 DB0017_MARKER: DB = BENCH MARK DISK
 DB0017_SETTING: 66 = SET IN ROCK OUTCROP
 DB0017_SP_SET: ROCK OUTCROP
 DB0017_STAMPING: D 348 1961
 DB0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0017+STABILITY: POSITION/ELEVATION WELL
 DB0017
 DB0017  HISTORY     - Date     Condition        Report By
 DB0017  HISTORY     - 1961     MONUMENTED       CGS
 DB0017  HISTORY     - 1962     GOOD             NGS
 DB0017
 DB0017                          STATION DESCRIPTION
 DB0017
 DB0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0017'23.3 MI W FROM TULE WELL.
 DB0017'ABOUT 23.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0017'GAME COMMISSION SHELTER AT TULE WELL, OR ABOUT 7.1 MILES WEST
 DB0017'ALONG U.S. HIGHWAY 80 FROM THE SERVICE STATION AND CAFE AT
 DB0017'LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST ALONG A TRAIL ROAD
 DB0017'TO THE SITE OF THE ABANDONED FORTUNA MINE, THENCE 1.95 MILES
 DB0017'SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS A WASH, THENCE
 DB0017'22.90 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.4 MILE EAST
 DB0017'SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0017'PROJECTS 16 FEET AND IS NUMBER 14, AT THE WEST END OF A PASS
 DB0017'WHERE THE TRAIL ROAD BREAKS OUT INTO THE DESERT, 0.15 MILE WEST
 DB0017'OF THE JUNCTION OF THE TRAIL ROAD AND A GOOD TRAIL ROAD LEADING
 DB0017'SOUTH TO THE MEXICAN BORDER, 74 YARDS NORTHWEST OF THE
 DB0017'INTERSECTION OF THE TRAIL ROAD AND A DIM TRAIL ROAD, 116 FEET
 DB0017'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD WHICH LEADS
 DB0017'NORTHWEST ALONG THE BASE OF THE MOUNTAINS, ON THE SOUTHWEST END
 DB0017'OF A SHARP ROCKY PROJECTION, ABOUT LEVEL WITH THE TRAIL ROAD,
 DB0017'AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING 18 INCHES ABOVE
 DB0017'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0214 ***********************************************************************
 CG0214  DESIGNATION -  D 348
 CG0214  PID         -  CG0214
 CG0214  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0214  USGS QUAD   -  RIO RICO (1981)
 CG0214
 CG0214                         *CURRENT SURVEY CONTROL
 CG0214  ___________________________________________________________________
 CG0214* NAD 83(1986)-  31 27 25.     (N)    110 59 12.     (W)     SCALED    
 CG0214* NAVD 88     -      1051.158  (meters)    3448.67   (feet)  ADJUSTED  
 CG0214  ___________________________________________________________________
 CG0214  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0214  DYNAMIC HT  -        1049.558 (meters)    3443.42  (feet)  COMP
 CG0214  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CG0214
 CG0214  VERT ORDER  -  FIRST     CLASS II
 CG0214
 CG0214.The horizontal coordinates were scaled from a topographic map and have
 CG0214.an estimated accuracy of +/- 6 seconds.
 CG0214
 CG0214.The orthometric height was determined by differential leveling
 CG0214.and adjusted in June 1991.
 CG0214
 CG0214.The geoid height was determined by GEOID03.
 CG0214
 CG0214.The dynamic height is computed by dividing the NAVD 88
 CG0214.geopotential number by the normal gravity value computed on the
 CG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0214.degrees latitude (g = 980.6199 gals.).
 CG0214
 CG0214.The modeled gravity was interpolated from observed gravity values.
 CG0214
 CG0214;                    North         East    Units  Estimated Accuracy
 CG0214;SPC AZ C     -    51,030.      301,750.      MT  (+/- 180 meters Scaled)
 CG0214
 CG0214                          SUPERSEDED SURVEY CONTROL
 CG0214
 CG0214  NGVD 29 (??/??/92) 1050.300  (m)         3445.86   (f) ADJ UNCH    1 2
 CG0214
 CG0214.Superseded values are not recommended for survey control.
 CG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0214.See file dsdata.txt to determine how the superseded data were derived.
 CG0214
 CG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV012802(NAD 83)
 CG0214_MARKER: DB = BENCH MARK DISK
 CG0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0214_SP_SET: BRIDGE
 CG0214_STAMPING: D 348 1959
 CG0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0214
 CG0214  HISTORY     - Date     Condition        Report By
 CG0214  HISTORY     - 1959     MONUMENTED       CGS
 CG0214  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0214  HISTORY     - 1980     GOOD             NGS
 CG0214
 CG0214                          STATION DESCRIPTION
 CG0214
 CG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0214'8.7 MI N FROM NOGALES.
 CG0214'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE WEST ACROSS THE
 CG0214'RAILROAD TRACKS, THENCE 8.8 MILES NORTH ALONG U.S. HIGHWAY 89, 0.2
 CG0214'MILE NORTH OF MILEPOST 10, 22.5 FEET EAST OF THE CENTER OF THE
 CG0214'HIGHWAY, 2.5 FEET NORTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL
 CG0214'IN THE CENTER OF THE SOUTHEAST WING-WALL OF A CONCRETE BRIDGE.
 CG0214
 CG0214                          STATION RECOVERY (1976)
 CG0214
 CG0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0214'MARK NOT FOUND.
 CG0214
 CG0214                          STATION RECOVERY (1980)
 CG0214
 CG0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0214'14.2 KILOMETERS (8.8 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0214'FROM THE INTERCHANGE AT TUMACACORI, AT A 3-CHANNEL CONCRETE BRIDGE
 CG0214'UNDER THE NORTHBOUND TRAFFIC LANE, IN TOP OF THE EAST WINGWALL, 6.9
 CG0214'METERS (22.5 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 CG0214'TRAFFIC LANE.
 CG0214'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CG0214'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0945 ***********************************************************************
 DA0945  DESIGNATION -  D 349
 DA0945  PID         -  DA0945
 DA0945  STATE/COUNTY-  AZ/YUMA
 DA0945  USGS QUAD   -  COYOTE WATER (1990)
 DA0945
 DA0945                         *CURRENT SURVEY CONTROL
 DA0945  ___________________________________________________________________
 DA0945* NAD 83(1986)-  32 20 34.     (N)    113 53 25.     (W)     SCALED    
 DA0945* NAVD 88     -       381.63   (+/-2cm)    1252.1    (feet)  VERTCON   
 DA0945  ___________________________________________________________________
 DA0945  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0945
 DA0945.The horizontal coordinates were scaled from a topographic map and have
 DA0945.an estimated accuracy of +/- 6 seconds.
 DA0945
 DA0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0945.The vertical order pertains to the NGVD 29 superseded value.
 DA0945
 DA0945.The geoid height was determined by GEOID03.
 DA0945
 DA0945;                    North         East    Units  Estimated Accuracy
 DA0945;SPC AZ W     -   148,890.      200,160.      MT  (+/- 180 meters Scaled)
 DA0945
 DA0945                          SUPERSEDED SURVEY CONTROL
 DA0945
 DA0945  NGVD 29 (??/??/92)  380.926  (m)         1249.75   (f) ADJ UNCH    2 0
 DA0945
 DA0945.Superseded values are not recommended for survey control.
 DA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0945.See file dsdata.txt to determine how the superseded data were derived.
 DA0945
 DA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA279821(NAD 83)
 DA0945_MARKER: DB = BENCH MARK DISK
 DA0945_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0945_SP_SET: 8 FT.
 DA0945_STAMPING: D 349 1961
 DA0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0945
 DA0945  HISTORY     - Date     Condition        Report By
 DA0945  HISTORY     - 1961     MONUMENTED       CGS
 DA0945  HISTORY     - 1962     GOOD             NGS
 DA0945
 DA0945                          STATION DESCRIPTION
 DA0945
 DA0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0945'14.6 MI NW FROM TULE WELL.
 DA0945'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0945'COMMISSION SHELTER AT TULE WELL.  THENCE 11.3 MILES NORTHWEST ALONG A
 DA0945'DIM TRAIL ROAD, 0.8 MILE EAST SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0945'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 0.75 MILE EAST
 DA0945'OF A ROCKY PROJECTION, AT THE BASE OF A RANGE OF MOUNTAINS, 22 FEET
 DA0945'SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A METAL
 DA0945'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND CLAMPED ON THE TOP
 DA0945'OF A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 DA0945'ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0104 ***********************************************************************
 ES0104  DESIGNATION -  D 35
 ES0104  PID         -  ES0104
 ES0104  STATE/COUNTY-  AZ/NAVAJO
 ES0104  USGS QUAD   -  SUN VALLEY (1986)
 ES0104
 ES0104                         *CURRENT SURVEY CONTROL
 ES0104  ___________________________________________________________________
 ES0104* NAD 83(1986)-  34 52 31.     (N)    110 03 48.     (W)     SCALED    
 ES0104* NAVD 88     -      1593.911  (meters)    5229.36   (feet)  ADJUSTED  
 ES0104  ___________________________________________________________________
 ES0104  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0104  DYNAMIC HT  -        1591.712 (meters)    5222.14  (feet)  COMP
 ES0104  MODELED GRAV-     979,199.7   (mgal)                       NAVD 88
 ES0104
 ES0104  VERT ORDER  -  SECOND    CLASS 0
 ES0104
 ES0104.The horizontal coordinates were scaled from a topographic map and have
 ES0104.an estimated accuracy of +/- 6 seconds.
 ES0104
 ES0104.The orthometric height was determined by differential leveling
 ES0104.and adjusted in June 1991.
 ES0104
 ES0104.The geoid height was determined by GEOID03.
 ES0104
 ES0104.The dynamic height is computed by dividing the NAVD 88
 ES0104.geopotential number by the normal gravity value computed on the
 ES0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0104.degrees latitude (g = 980.6199 gals.).
 ES0104
 ES0104.The modeled gravity was interpolated from observed gravity values.
 ES0104
 ES0104;                    North         East    Units  Estimated Accuracy
 ES0104;SPC AZ E     -   429,740.      222,810.      MT  (+/- 180 meters Scaled)
 ES0104
 ES0104                          SUPERSEDED SURVEY CONTROL
 ES0104
 ES0104  NGVD 29 (??/??/92) 1593.083  (m)         5226.64   (f) ADJ UNCH    2 0
 ES0104
 ES0104.Superseded values are not recommended for survey control.
 ES0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0104.See file dsdata.txt to determine how the superseded data were derived.
 ES0104
 ES0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD856596(NAD 83)
 ES0104_MARKER: DB = BENCH MARK DISK
 ES0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0104_STAMPING: D 35 1934
 ES0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0104+STABILITY: SURFACE MOTION
 ES0104
 ES0104  HISTORY     - Date     Condition        Report By
 ES0104  HISTORY     - 1934     MONUMENTED       CGS
 ES0104  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0104
 ES0104                          STATION DESCRIPTION
 ES0104
 ES0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0104'6.6 MI SE FROM HOLBROOK.
 ES0104'6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0104'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.2 MILE EAST
 ES0104'OF A CINDER PIT NORTH OF THE OLD ROAD, AND 57 FEET SOUTH OF THE
 ES0104'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 35 1934 AND SET
 ES0104'IN THE TOP OF A CONCRETE POST.
 ES0104
 ES0104                          STATION RECOVERY (1983)
 ES0104
 ES0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0104 ***********************************************************************
 DB0104  DESIGNATION -  D 350
 DB0104  PID         -  DB0104
 DB0104  STATE/COUNTY-  AZ/YUMA
 DB0104  USGS QUAD   -  FORTUNA MINE (1965)
 DB0104
 DB0104                         *CURRENT SURVEY CONTROL
 DB0104  ___________________________________________________________________
 DB0104* NAD 83(1986)-  32 31 59.     (N)    114 20 53.     (W)     SCALED    
 DB0104* NAVD 88     -       178.38   (+/-2cm)     585.2    (feet)  VERTCON   
 DB0104  ___________________________________________________________________
 DB0104  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0104
 DB0104.The horizontal coordinates were scaled from a topographic map and have
 DB0104.an estimated accuracy of +/- 6 seconds.
 DB0104
 DB0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0104.The vertical order pertains to the NGVD 29 superseded value.
 DB0104
 DB0104.The geoid height was determined by GEOID03.
 DB0104
 DB0104;                    North         East    Units  Estimated Accuracy
 DB0104;SPC AZ W     -   170,140.      157,180.      MT  (+/- 180 meters Scaled)
 DB0104
 DB0104                          SUPERSEDED SURVEY CONTROL
 DB0104
 DB0104  NGVD 29 (??/??/??)  177.712  (m)          583.04   (f) ADJUSTED    2 0
 DB0104
 DB0104.Superseded values are not recommended for survey control.
 DB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0104.See file dsdata.txt to determine how the superseded data were derived.
 DB0104
 DB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS490026(NAD 83)
 DB0104_MARKER: DB = BENCH MARK DISK
 DB0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0104_STAMPING: D 350 1962
 DB0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0104+STABILITY: SURFACE MOTION
 DB0104
 DB0104  HISTORY     - Date     Condition        Report By
 DB0104  HISTORY     - 1962     MONUMENTED       CGS
 DB0104
 DB0104                          STATION DESCRIPTION
 DB0104
 DB0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0104'19.1 MI SW FROM LIGURTA.
 DB0104'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0104'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0104'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0104'THENCE 1.95 MILES SOUTHWEST ALONG A VERY DIM TRAIL ROAD WHICH
 DB0104'FOLLOWS A WASH, 0.2 MILE SOUTH OF A 4 X 4-INCH WHITE WOODEN
 DB0104'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 10, 0.2 MILE
 DB0104'NORTH OF A THICKET OF TREES, 36 FEET NORTHEAST OF THE CENTER
 DB0104'LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DB0104'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DB0104'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0972 ***********************************************************************
 DA0972  DESIGNATION -  D 351
 DA0972  PID         -  DA0972
 DA0972  STATE/COUNTY-  AZ/YUMA
 DA0972  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0972
 DA0972                         *CURRENT SURVEY CONTROL
 DA0972  ___________________________________________________________________
 DA0972* NAD 83(1986)-  32 29 07.     (N)    113 40 43.     (W)     SCALED    
 DA0972* NAVD 88     -       195.11   (+/-2cm)     640.1    (feet)  VERTCON   
 DA0972  ___________________________________________________________________
 DA0972  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DA0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0972
 DA0972.The horizontal coordinates were scaled from a topographic map and have
 DA0972.an estimated accuracy of +/- 6 seconds.
 DA0972
 DA0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0972.The vertical order pertains to the NGVD 29 superseded value.
 DA0972
 DA0972.The geoid height was determined by GEOID03.
 DA0972
 DA0972;                    North         East    Units  Estimated Accuracy
 DA0972;SPC AZ W     -   164,680.      220,070.      MT  (+/- 180 meters Scaled)
 DA0972
 DA0972                          SUPERSEDED SURVEY CONTROL
 DA0972
 DA0972  NGVD 29 (??/??/92)  194.467  (m)          638.01   (f) ADJ UNCH    2 0
 DA0972
 DA0972.Superseded values are not recommended for survey control.
 DA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0972.See file dsdata.txt to determine how the superseded data were derived.
 DA0972
 DA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA482973(NAD 83)
 DA0972_MARKER: DB = BENCH MARK DISK
 DA0972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0972_SP_SET: 12 1/2 FT
 DA0972_STAMPING: D 351 1962
 DA0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0972
 DA0972  HISTORY     - Date     Condition        Report By
 DA0972  HISTORY     - 1962     MONUMENTED       CGS
 DA0972
 DA0972                          STATION DESCRIPTION
 DA0972
 DA0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0972'25.45 MI SE FROM TACNA.
 DA0972'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0972'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 3.05
 DA0972'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL, 3.0
 DA0972'MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0972'16 FEET AND IS NUMBERED 18, 4.3 MILES NORTH OF A 4X4-INCH WHITE WOODEN
 DA0972'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2, 37 FEET
 DA0972'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 DA0972'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, ON
 DA0972'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 DA0972'12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0933 ***********************************************************************
 DA0933  DESIGNATION -  D 352
 DA0933  PID         -  DA0933
 DA0933  STATE/COUNTY-  AZ/YUMA
 DA0933  USGS QUAD   -  MONREAL WELL (1990)
 DA0933
 DA0933                         *CURRENT SURVEY CONTROL
 DA0933  ___________________________________________________________________
 DA0933* NAD 83(1986)-  32 29 08.     (N)    113 25 02.     (W)     SCALED    
 DA0933* NAVD 88     -       179.76   (+/-2cm)     589.8    (feet)  VERTCON   
 DA0933  ___________________________________________________________________
 DA0933  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0933
 DA0933.The horizontal coordinates were scaled from a topographic map and have
 DA0933.an estimated accuracy of +/- 6 seconds.
 DA0933
 DA0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0933.The vertical order pertains to the NGVD 29 superseded value.
 DA0933
 DA0933.The geoid height was determined by GEOID03.
 DA0933
 DA0933;                    North         East    Units  Estimated Accuracy
 DA0933;SPC AZ W     -   164,760.      244,640.      MT  (+/- 180 meters Scaled)
 DA0933
 DA0933                          SUPERSEDED SURVEY CONTROL
 DA0933
 DA0933  NGVD 29 (??/??/92)  179.136  (m)          587.72   (f) ADJ UNCH    2 0
 DA0933
 DA0933.Superseded values are not recommended for survey control.
 DA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0933.See file dsdata.txt to determine how the superseded data were derived.
 DA0933
 DA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA728968(NAD 83)
 DA0933_MARKER: DB = BENCH MARK DISK
 DA0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0933_STAMPING: D 352 1961
 DA0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0933+STABILITY: SURFACE MOTION
 DA0933
 DA0933  HISTORY     - Date     Condition        Report By
 DA0933  HISTORY     - 1961     MONUMENTED       CGS
 DA0933  HISTORY     - 1962     GOOD             NGS
 DA0933
 DA0933                          STATION DESCRIPTION
 DA0933
 DA0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0933'11.65 MI W FROM TONY TANK.
 DA0933'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0933'TONY TANK.  THENCE 9.95 MILES SOUTHWEST ALONG A TRAIL ROAD, 1.5 MILES
 DA0933'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0933'FEET AND IS NUMBERED 38, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DA0933'TRAIL ROAD, 47 FEET NORTHEAST OF THE NORTHEAST EDGE OF A 10-INCH WELL
 DA0933'CASING, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DA0933'LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0933'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0792 ***********************************************************************
 DA0792  DESIGNATION -  D 353
 DA0792  PID         -  DA0792
 DA0792  STATE/COUNTY-  AZ/MARICOPA
 DA0792  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0792
 DA0792                         *CURRENT SURVEY CONTROL
 DA0792  ___________________________________________________________________
 DA0792* NAD 83(1986)-  32 31 00.     (N)    113 16 29.     (W)     SCALED    
 DA0792* NAVD 88     -       208.29   (+/-2cm)     683.4    (feet)  VERTCON   
 DA0792  ___________________________________________________________________
 DA0792  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0792
 DA0792.The horizontal coordinates were scaled from a topographic map and have
 DA0792.an estimated accuracy of +/- 6 seconds.
 DA0792
 DA0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0792.The vertical order pertains to the NGVD 29 superseded value.
 DA0792
 DA0792.The geoid height was determined by GEOID03.
 DA0792
 DA0792;                    North         East    Units  Estimated Accuracy
 DA0792;SPC AZ C     -   168,970.       85,770.      MT  (+/- 180 meters Scaled)
 DA0792
 DA0792                          SUPERSEDED SURVEY CONTROL
 DA0792
 DA0792  NGVD 29 (??/??/92)  207.66   (m)          681.3    (f) COMPUTED    2 0
 DA0792
 DA0792.Superseded values are not recommended for survey control.
 DA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0792.See file dsdata.txt to determine how the superseded data were derived.
 DA0792
 DA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA863999(NAD 83)
 DA0792_MARKER: DB = BENCH MARK DISK
 DA0792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0792_SP_SET: 10 FT.
 DA0792_STAMPING: D 353 1961
 DA0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0792
 DA0792  HISTORY     - Date     Condition        Report By
 DA0792  HISTORY     - 1961     MONUMENTED       CGS
 DA0792  HISTORY     - 1962     GOOD             NGS
 DA0792
 DA0792                          STATION DESCRIPTION
 DA0792
 DA0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0792'1.15 MI N FROM TONY TANK.
 DA0792'ABOUT 1.15 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0792'TONY TANK, 0.5 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0792'WHICH PROJECTS 16 FEET AND IS NUMBERED 36, AT THE JUNCTION WITH AN
 DA0792'EAST-WEST CROSS ROAD, 70 FEET WEST OF THE CENTER LINE OF THE TRAIL
 DA0792'ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 86.6
 DA0792'FEET WEST OF U.S.G.S. BENCH MARK 681.43, 1.4 FEET WEST OF A METAL
 DA0792'WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED ON THE TOP OF A
 DA0792'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET AND
 DA0792'ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0817 ***********************************************************************
 DA0817  DESIGNATION -  D 353
 DA0817  PID         -  DA0817
 DA0817  STATE/COUNTY-  AZ/MARICOPA
 DA0817  USGS QUAD   -  SENTINEL (1986)
 DA0817
 DA0817                         *CURRENT SURVEY CONTROL
 DA0817  ___________________________________________________________________
 DA0817* NAD 83(1986)-  32 51 22.     (N)    113 13 46.     (W)     SCALED    
 DA0817* NAVD 88     -       208.26   (+/-2cm)     683.3    (feet)  VERTCON   
 DA0817  ___________________________________________________________________
 DA0817  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DA0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0817
 DA0817.The horizontal coordinates were scaled from a topographic map and have
 DA0817.an estimated accuracy of +/- 6 seconds.
 DA0817
 DA0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0817.The vertical order pertains to the NGVD 29 superseded value.
 DA0817
 DA0817.The geoid height was determined by GEOID03.
 DA0817
 DA0817;                    North         East    Units  Estimated Accuracy
 DA0817;SPC AZ C     -   206,560.       90,490.      MT  (+/- 180 meters Scaled)
 DA0817
 DA0817                          SUPERSEDED SURVEY CONTROL
 DA0817
 DA0817  NGVD 29 (??/??/92)  207.662  (m)          681.30   (f) ADJ UNCH    2 0
 DA0817
 DA0817.Superseded values are not recommended for survey control.
 DA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0817.See file dsdata.txt to determine how the superseded data were derived.
 DA0817
 DA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB913375(NAD 83)
 DA0817_MARKER: DB = BENCH MARK DISK
 DA0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0817_STAMPING: D 353 1960
 DA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0817+STABILITY: SURFACE MOTION
 DA0817
 DA0817  HISTORY     - Date     Condition        Report By
 DA0817  HISTORY     - 1960     MONUMENTED       CGS
 DA0817  HISTORY     - 1971     GOOD             NGS
 DA0817
 DA0817                          STATION DESCRIPTION
 DA0817
 DA0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0817'1 MI W FROM SENTINEL.
 DA0817'1 MILE WEST ALONG INTERSTATE HIGHWAY 8 FROM THE CENTER OF THE OVERPASS
 DA0817'AT THE SENTINEL EXIT, 115 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 DA0817'LANE, 4.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF
 DA0817'A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF A ROUND CONCRETE
 DA0817'MONUMENT THAT IS 12 INCHES IN DIAMETER PROJECTING 8 INCHES ABOVE THE
 DA0817'GROUND SURFACE.  NOTE-- (D 353 IS THE AZIMUTH MARK FOR TRIANGULATION
 DA0817'STATION SENTINAL 1960 1971.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0823 ***********************************************************************
 DA0823  DESIGNATION -  D 354
 DA0823  PID         -  DA0823
 DA0823  STATE/COUNTY-  AZ/MARICOPA
 DA0823  USGS QUAD   -  SENTINEL (1986)
 DA0823
 DA0823                         *CURRENT SURVEY CONTROL
 DA0823  ___________________________________________________________________
 DA0823* NAD 83(1992)-  32 52 10.50186(N)    113 08 36.60113(W)     ADJUSTED  
 DA0823* NAVD 88     -       239.585  (meters)     786.04   (feet)  ADJUSTED  
 DA0823  ___________________________________________________________________
 DA0823  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DA0823  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 DA0823  DYNAMIC HT  -         239.307 (meters)     785.13  (feet)  COMP
 DA0823  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 DA0823
 DA0823  HORZ ORDER  -  THIRD
 DA0823  VERT ORDER  -  FIRST     CLASS II
 DA0823
 DA0823.The horizontal coordinates were established by classical geodetic methods
 DA0823.and adjusted by the National Geodetic Survey in August 1993.
 DA0823
 DA0823.The orthometric height was determined by differential leveling
 DA0823.and adjusted in June 1991.
 DA0823
 DA0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0823
 DA0823.The geoid height was determined by GEOID03.
 DA0823
 DA0823.The dynamic height is computed by dividing the NAVD 88
 DA0823.geopotential number by the normal gravity value computed on the
 DA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0823.degrees latitude (g = 980.6199 gals.).
 DA0823
 DA0823.The modeled gravity was interpolated from observed gravity values.
 DA0823
 DA0823;                    North         East     Units Scale Factor Converg.
 DA0823;SPC AZ C     -   207,956.589    98,547.922   MT  1.00006249   -0 39 57.3
 DA0823;SPC AZ C     -   682,272.27    323,319.95   iFT  1.00006249   -0 39 57.3
 DA0823;UTM  12      - 3,638,865.723   299,449.689   MT  1.00009595   -1 09 49.4
 DA0823
 DA0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0823!SPC AZ C     -   0.99996737  x   1.00006249  =   1.00002985
 DA0823!UTM  12      -   0.99996737  x   1.00009595  =   1.00006331
 DA0823
 DA0823                          SUPERSEDED SURVEY CONTROL
 DA0823
 DA0823  NAD 83(1986)-  32 52 10.49611(N)    113 08 36.60716(W) AD(       ) 3
 DA0823  NAD 27      -  32 52 10.31800(N)    113 08 33.96000(W) AD(       ) 3
 DA0823  NGVD 29 (??/??/92)  238.971  (m)          784.02   (f) ADJ UNCH    1 2
 DA0823
 DA0823.Superseded values are not recommended for survey control.
 DA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0823.See file dsdata.txt to determine how the superseded data were derived.
 DA0823
 DA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9945038866(NAD 83)
 DA0823_MARKER: DB = BENCH MARK DISK
 DA0823_SETTING: 66 = SET IN ROCK OUTCROP
 DA0823_SP_SET: BEDROCK
 DA0823_STAMPING: D 354 1960
 DA0823_MARK LOGO: CGS   
 DA0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0823+STABILITY: POSITION/ELEVATION WELL
 DA0823
 DA0823  HISTORY     - Date     Condition        Report By
 DA0823  HISTORY     - 1960     MONUMENTED       CGS
 DA0823  HISTORY     - 1980     GOOD             NGS
 DA0823  HISTORY     - 1980     GOOD             NGS
 DA0823  HISTORY     - 1980     GOOD             USGS
 DA0823
 DA0823                          STATION DESCRIPTION
 DA0823
 DA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0823'4.05 MI E FROM SENTINEL.
 DA0823'4.05 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0823'54 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 6 FEET
 DA0823'NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN
 DA0823'BEDROCK AND ABOUT 11 FEET HIGHER THAN THE HIGHWAY.
 DA0823
 DA0823                          STATION RECOVERY (1980)
 DA0823
 DA0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0823'6.7 KM (4.15 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0823'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, 0.25 KM (0.15 MI) NORTHEAST
 DA0823'OF MILEPOST 91, SET IN TOP OF A ROCK OUTCROP BETWEEN THE WEST-BOUND
 DA0823'LANES AND THE NORTHWEST RIGHT-OF-WAY FENCE, 16.5 METERS (54.0 FT)
 DA0823'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY,
 DA0823'13.0 METERS (42.5 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 DA0823'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 DA0823'THE MARK IS 3.4 M ABOVE THE WEST-BOUND LANES.
 DA0823
 DA0823                          STATION RECOVERY (1980)
 DA0823
 DA0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0823'6.7 KM (4.15 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0823'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, 0.25 KM (0.15 MI) NORTHEAST
 DA0823'OF MILEPOST 91, SET IN TOP OF A ROCK OUTCROP BETWEEN THE WEST-BOUND
 DA0823'LANES AND THE NORTHWEST RIGHT-OF-WAY FENCE, 16.5 METERS (54.0 FT)
 DA0823'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY,
 DA0823'13.0 METERS (42.5 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 DA0823'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 DA0823'THE MARK IS 3.4 M ABOVE THE WEST-BOUND LANES.
 DA0823
 DA0823                          STATION RECOVERY (1980)
 DA0823
 DA0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0823'THE DISTANCE IS INCORRECT AND SHOULD READ 4.2 MILES EAST INSTEAD OF
 DA0823'4.05 MILES EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0990 ***********************************************************************
 DA0990  DESIGNATION -  D 355
 DA0990  PID         -  DA0990
 DA0990  STATE/COUNTY-  AZ/YUMA
 DA0990  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0990
 DA0990                         *CURRENT SURVEY CONTROL
 DA0990  ___________________________________________________________________
 DA0990* NAD 83(1986)-  32 15 06.     (N)    113 41 33.     (W)     SCALED    
 DA0990* NAVD 88     -       327.39   (+/-2cm)    1074.1    (feet)  VERTCON   
 DA0990  ___________________________________________________________________
 DA0990  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DA0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0990
 DA0990.The horizontal coordinates were scaled from a topographic map and have
 DA0990.an estimated accuracy of +/- 6 seconds.
 DA0990
 DA0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0990.The vertical order pertains to the NGVD 29 superseded value.
 DA0990
 DA0990.The geoid height was determined by GEOID03.
 DA0990
 DA0990;                    North         East    Units  Estimated Accuracy
 DA0990;SPC AZ W     -   138,780.      218,780.      MT  (+/- 180 meters Scaled)
 DA0990
 DA0990                          SUPERSEDED SURVEY CONTROL
 DA0990
 DA0990  NGVD 29 (??/??/92)  326.698  (m)         1071.84   (f) ADJ UNCH    2 0
 DA0990
 DA0990.Superseded values are not recommended for survey control.
 DA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0990.See file dsdata.txt to determine how the superseded data were derived.
 DA0990
 DA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA463715(NAD 83)
 DA0990_MARKER: DB = BENCH MARK DISK
 DA0990_SETTING: 66 = SET IN ROCK OUTCROP
 DA0990_SP_SET: ROCK OUTCROP
 DA0990_STAMPING: D 355 1962
 DA0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0990+STABILITY: POSITION/ELEVATION WELL
 DA0990
 DA0990  HISTORY     - Date     Condition        Report By
 DA0990  HISTORY     - 1962     MONUMENTED       CGS
 DA0990
 DA0990                          STATION DESCRIPTION
 DA0990
 DA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0990'4.35 MI NE FROM TULE WELL.
 DA0990'ABOUT 4.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0990'COMMISSION SHELTER AT TULE WELL.  0.3 MILE WEST OF A 4X4-INCH WHITE
 DA0990'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 27, 90
 DA0990'FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK
 DA0990'OUTCROP WHICH IS ON THE WEST SLOPE OF A ROCKY HILL AND WHICH PROJECTS
 DA0990'24 INCHES ABOVE THE GROUND, 0.1 MILE SOUTHWEST OF 2 CAIRNS WHICH ARE
 DA0990'ON THE NORTH SIDE OF THE ROAD, 90 FEET EAST OF THE JUNCTION OF THE
 DA0990'CENTER LINES OF THE ROAD AND A TRAIL ROAD LEADING SOUTH, 23.3 FEET
 DA0990'EAST OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DA0990'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0269 ***********************************************************************
 CZ0269  DESIGNATION -  D 355
 CZ0269  PID         -  CZ0269
 CZ0269  STATE/COUNTY-  AZ/PIMA
 CZ0269  USGS QUAD   -  VAIL (1981)
 CZ0269
 CZ0269                         *CURRENT SURVEY CONTROL
 CZ0269  ___________________________________________________________________
 CZ0269* NAD 83(1986)-  32 00 17.     (N)    110 41 09.     (W)     SCALED    
 CZ0269* NAVD 88     -      1048.690  (meters)    3440.58   (feet)  ADJUSTED  
 CZ0269  ___________________________________________________________________
 CZ0269  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CZ0269  DYNAMIC HT  -        1047.173 (meters)    3435.60  (feet)  COMP
 CZ0269  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 CZ0269  OBS GRAVITY -     979,156.6   (mgal)                       GRAV_OBS
 CZ0269
 CZ0269  VERT ORDER  -  FIRST     CLASS II
 CZ0269
 CZ0269.The horizontal coordinates were scaled from a topographic map and have
 CZ0269.an estimated accuracy of +/- 6 seconds.
 CZ0269
 CZ0269.The orthometric height was determined by differential leveling
 CZ0269.and adjusted in June 1991.
 CZ0269
 CZ0269.The geoid height was determined by GEOID03.
 CZ0269
 CZ0269.The dynamic height is computed by dividing the NAVD 88
 CZ0269.geopotential number by the normal gravity value computed on the
 CZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0269.degrees latitude (g = 980.6199 gals.).
 CZ0269
 CZ0269.The modeled gravity was interpolated from observed gravity values.
 CZ0269.The observed gravity was obtained from relative gravimeter ties
 CZ0269.to the IGSN71 gravity network.
 CZ0269
 CZ0269;                    North         East    Units  Estimated Accuracy
 CZ0269;SPC AZ C     -   112,050.      329,650.      MT  (+/- 180 meters Scaled)
 CZ0269
 CZ0269                          SUPERSEDED SURVEY CONTROL
 CZ0269
 CZ0269  NGVD 29 (??/??/92) 1047.965  (m)         3438.20   (f) ADJ UNCH    1 2
 CZ0269
 CZ0269.Superseded values are not recommended for survey control.
 CZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0269.See file dsdata.txt to determine how the superseded data were derived.
 CZ0269
 CZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA296410(NAD 83)
 CZ0269_MARKER: DB = BENCH MARK DISK
 CZ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0269_STAMPING: D 355 1960
 CZ0269_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0269+STABILITY: SURFACE MOTION
 CZ0269
 CZ0269  HISTORY     - Date     Condition        Report By
 CZ0269  HISTORY     - 1960     MONUMENTED       CGS
 CZ0269  HISTORY     - 1962     GOOD             NGS
 CZ0269  HISTORY     - 1979     GOOD             NGS
 CZ0269
 CZ0269                          STATION DESCRIPTION
 CZ0269
 CZ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0269'20.5 MI SE FROM TUCSON.
 CZ0269'20.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0269'HIGHWAY 89 AT TUCSON TO MILE POST 268, 129 FEET SOUTHWEST OF THE MILE
 CZ0269'POST, 105 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 CZ0269'LANE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 1.9 FEET NORTHEAST
 CZ0269'OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 10
 CZ0269'INCHES AND ABOUT 15 FEET LOWER THAN THE HIGHWAY.
 CZ0269
 CZ0269                          STATION RECOVERY (1962)
 CZ0269
 CZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0269'RECOVERED IN GOOD CONDITION.
 CZ0269
 CZ0269                          STATION RECOVERY (1979)
 CZ0269
 CZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0269'21.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0269'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.25 MILE SOUTHEAST OF THE STATE
 CZ0269'HIGHWAY 83 BRIDGE OVERPASS, 93 FEET SOUTHWEST OF THE CENTERLINE OF
 CZ0269'THE EASTBOUND TRAFFIC LANE, 252 FEET WEST OF MILE POST 282 AND 2 FEET
 CZ0269'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0269'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CZ0269'THE MARK IS 8 FT BELOW EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0515 ***********************************************************************
 GR0515  DESIGNATION -  D 356
 GR0515  PID         -  GR0515
 GR0515  STATE/COUNTY-  AZ/MOHAVE
 GR0515  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR0515
 GR0515                         *CURRENT SURVEY CONTROL
 GR0515  ___________________________________________________________________
 GR0515* NAD 83(1986)-  36 06 14.     (N)    114 31 00.     (W)     SCALED    
 GR0515* NAVD 88     -       364.827  (meters)    1196.94   (feet)  POSTED    
 GR0515  ___________________________________________________________________
 GR0515  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GR0515  DYNAMIC HT  -         364.460 (meters)    1195.73  (feet)  COMP
 GR0515  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 GR0515
 GR0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0515
 GR0515.The horizontal coordinates were scaled from a topographic map and have
 GR0515.an estimated accuracy of +/- 6 seconds.
 GR0515
 GR0515.The orthometric height was determined by differential leveling
 GR0515.and adjusted by the  in 1992.
 GR0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0515.rate of 0.0 thru 1.0 mm/km.
 GR0515
 GR0515.The geoid height was determined by GEOID03.
 GR0515
 GR0515.The dynamic height is computed by dividing the NAVD 88
 GR0515.geopotential number by the normal gravity value computed on the
 GR0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0515.degrees latitude (g = 980.6199 gals.).
 GR0515
 GR0515.The modeled gravity was interpolated from observed gravity values.
 GR0515
 GR0515;                    North         East    Units  Estimated Accuracy
 GR0515;SPC AZ W     -   566,330.      144,330.      MT  (+/- 180 meters Scaled)
 GR0515
 GR0515                          SUPERSEDED SURVEY CONTROL
 GR0515
 GR0515  NGVD 29 (??/??/92)  364.117  (m)         1194.61   (f) ADJ UNCH    1 2
 GR0515
 GR0515.Superseded values are not recommended for survey control.
 GR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0515.See file dsdata.txt to determine how the superseded data were derived.
 GR0515
 GR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV235983(NAD 83)
 GR0515_MARKER: DB = BENCH MARK DISK
 GR0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0515_STAMPING: D 356 1963
 GR0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0515
 GR0515  HISTORY     - Date     Condition        Report By
 GR0515  HISTORY     - 1963     MONUMENTED       CGS
 GR0515
 GR0515                          STATION DESCRIPTION
 GR0515
 GR0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0515'2.9 MI NW FROM BONELLI LANDING.
 GR0515'2.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0515'BONELLI LANDING, AT THE NORTHEAST END OF A LOW RIDGE IN A DEEP COVE,
 GR0515'65 FEET SOUTHEAST OF THE CENTER OF A WASH, 1.5 FEET NORTHEAST OF A
 GR0515'WITNESS POST, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 GR0515'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0266 ***********************************************************************
 CG0266  DESIGNATION -  D 358
 CG0266  PID         -  CG0266
 CG0266  STATE/COUNTY-  AZ/PIMA
 CG0266  USGS QUAD   -  SAHUARITA (1981)
 CG0266
 CG0266                         *CURRENT SURVEY CONTROL
 CG0266  ___________________________________________________________________
 CG0266* NAD 83(1986)-  31 59 13.     (N)    110 59 30.     (W)     SCALED    
 CG0266* NAVD 88     -       857.42   (+/-2cm)    2813.1    (feet)  VERTCON   
 CG0266  ___________________________________________________________________
 CG0266  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0266
 CG0266.The horizontal coordinates were scaled from a topographic map and have
 CG0266.an estimated accuracy of +/- 6 seconds.
 CG0266
 CG0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0266.The vertical order pertains to the NGVD 29 superseded value.
 CG0266
 CG0266.The geoid height was determined by GEOID03.
 CG0266
 CG0266;                    North         East    Units  Estimated Accuracy
 CG0266;SPC AZ C     -   109,790.      300,770.      MT  (+/- 180 meters Scaled)
 CG0266
 CG0266                          SUPERSEDED SURVEY CONTROL
 CG0266
 CG0266  NGVD 29 (??/??/92)  856.769  (m)         2810.92   (f) ADJ UNCH    2 0
 CG0266
 CG0266.Superseded values are not recommended for survey control.
 CG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0266.See file dsdata.txt to determine how the superseded data were derived.
 CG0266
 CG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA007389(NAD 83)
 CG0266_MARKER: DB = BENCH MARK DISK
 CG0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0266_STAMPING: D 358 1960
 CG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0266+STABILITY: SURFACE MOTION
 CG0266
 CG0266  HISTORY     - Date     Condition        Report By
 CG0266  HISTORY     - 1960     MONUMENTED       CGS
 CG0266  HISTORY     - 1976     GOOD             USGS
 CG0266  HISTORY     - 19950319 GOOD             USPSQD
 CG0266
 CG0266                          STATION DESCRIPTION
 CG0266
 CG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0266'2.5 MI NW FROM SAHUARITA.
 CG0266'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CG0266'U. S. HIGHWAY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD, THENCE 1.0
 CG0266'MILE SOUTH ON INTERSTATE HIGHWAY 19, 72 FEET NORTH OF TRACK ROAD, 150
 CG0266'FEET EAST OF CENTER OF HIGHWAY, 2 FEET SOUTH OF WITNESS POST, SET IN
 CG0266'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
 CG0266
 CG0266                          STATION RECOVERY (1976)
 CG0266
 CG0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0266'9.6 MILES SOUTH OF THE P.O. AT EMERY PARK, TUCSON, ARIZONA ALONG US
 CG0266'HWY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD TO INTERCHANGE. THENCE
 CG0266'1.0 MILE SOUTH ALONG INTERSTATE 19, 115 FT. NORTH OF TRANSMISSION
 CG0266'LINE CROSSING, 95 FT. EAST OF NORTHBOUND LANE AT R/W FENCE. SET IN
 CG0266'TOP OF 1.0 FOOT ROUND CONCRETE POST PROJECTING 0.5 FOOT. A STANDARD
 CG0266'DISK STAMPED D358 1960.
 CG0266
 CG0266                          STATION RECOVERY (1995)
 CG0266
 CG0266'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0176 ***********************************************************************
 GQ0176  DESIGNATION -  D 359
 GQ0176  PID         -  GQ0176
 GQ0176  STATE/COUNTY-  AZ/MOHAVE
 GQ0176  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0176
 GQ0176                         *CURRENT SURVEY CONTROL
 GQ0176  ___________________________________________________________________
 GQ0176* NAD 83(1986)-  36 57 26.     (N)    113 47 17.     (W)     SCALED    
 GQ0176* NAVD 88     -       659.937  (meters)    2165.14   (feet)  POSTED    
 GQ0176  ___________________________________________________________________
 GQ0176  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 GQ0176  DYNAMIC HT  -         659.240 (meters)    2162.86  (feet)  COMP
 GQ0176  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 GQ0176
 GQ0176  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0176
 GQ0176.The horizontal coordinates were scaled from a topographic map and have
 GQ0176.an estimated accuracy of +/- 6 seconds.
 GQ0176
 GQ0176.The orthometric height was determined by differential leveling
 GQ0176.and adjusted by the  in 1992.
 GQ0176.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0176.rate of 1.1 thru 2.0 mm/km.
 GQ0176
 GQ0176.The geoid height was determined by GEOID03.
 GQ0176
 GQ0176.The dynamic height is computed by dividing the NAVD 88
 GQ0176.geopotential number by the normal gravity value computed on the
 GQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0176.degrees latitude (g = 980.6199 gals.).
 GQ0176
 GQ0176.The modeled gravity was interpolated from observed gravity values.
 GQ0176
 GQ0176;                    North         East    Units  Estimated Accuracy
 GQ0176;SPC AZ W     -   660,750.      209,970.      MT  (+/- 180 meters Scaled)
 GQ0176
 GQ0176                          SUPERSEDED SURVEY CONTROL
 GQ0176
 GQ0176  NGVD 29 (??/??/92)  659.121  (m)         2162.47   (f) ADJ UNCH    2 0
 GQ0176
 GQ0176.Superseded values are not recommended for survey control.
 GQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0176.See file dsdata.txt to determine how the superseded data were derived.
 GQ0176
 GQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF517937(NAD 83)
 GQ0176_MARKER: DB = BENCH MARK DISK
 GQ0176_SETTING: 80 = SET IN A BOULDER
 GQ0176_SP_SET: BOULDER
 GQ0176_STAMPING: D 359 1960
 GQ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0176+STABILITY: SURFACE MOTION
 GQ0176
 GQ0176  HISTORY     - Date     Condition        Report By
 GQ0176  HISTORY     - 1960     MONUMENTED       CGS
 GQ0176  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0176
 GQ0176                          STATION DESCRIPTION
 GQ0176
 GQ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0176'27.55 MI SW FROM ST GEORGE, UT.
 GQ0176'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0176'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0176'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND BLACKTOP ROAD TO
 GQ0176'A Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA-UTAH
 GQ0176'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK
 GQ0176'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0176'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0176'MILES TO THE VIRGIN RIVER, THENCE FOLLOW THE RIVER BED SOUTHWEST 6.6
 GQ0176'MILES TO A YELLOW B.M. PAINTED ON ROCK AT THE MARK, 200 FEET WEST OF
 GQ0176'CEDAR WASH AND 60 FEET NORTH OF THE RIVER BANK, CEMENTED IN A BOULDER
 GQ0176'ABOUT 6 FEET HIGHER THAN THE RIVER.
 GQ0176
 GQ0176                          STATION RECOVERY (1982)
 GQ0176
 GQ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0511 ***********************************************************************
 DA0511  DESIGNATION -  D 36
 DA0511  PID         -  DA0511
 DA0511  STATE/COUNTY-  AZ/MARICOPA
 DA0511  USGS QUAD   -  BLACK GAP (1986)
 DA0511
 DA0511                         *CURRENT SURVEY CONTROL
 DA0511  ___________________________________________________________________
 DA0511* NAD 83(1986)-  32 48 50.     (N)    112 47 27.     (W)     SCALED    
 DA0511* NAVD 88     -       290.848  (meters)     954.22   (feet)  ADJUSTED  
 DA0511  ___________________________________________________________________
 DA0511  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0511  DYNAMIC HT  -         290.508 (meters)     953.11  (feet)  COMP
 DA0511  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DA0511
 DA0511  VERT ORDER  -  FIRST     CLASS II
 DA0511
 DA0511.The horizontal coordinates were scaled from a topographic map and have
 DA0511.an estimated accuracy of +/- 6 seconds.
 DA0511
 DA0511.The orthometric height was determined by differential leveling
 DA0511.and adjusted in June 1991.
 DA0511
 DA0511.The geoid height was determined by GEOID03.
 DA0511
 DA0511.The dynamic height is computed by dividing the NAVD 88
 DA0511.geopotential number by the normal gravity value computed on the
 DA0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0511.degrees latitude (g = 980.6199 gals.).
 DA0511
 DA0511.The modeled gravity was interpolated from observed gravity values.
 DA0511
 DA0511;                    North         East    Units  Estimated Accuracy
 DA0511;SPC AZ C     -   201,450.      131,500.      MT  (+/- 180 meters Scaled)
 DA0511
 DA0511                          SUPERSEDED SURVEY CONTROL
 DA0511
 DA0511  NGVD 29 (??/??/92)  290.234  (m)          952.21   (f) ADJ UNCH    1 2
 DA0511
 DA0511.Superseded values are not recommended for survey control.
 DA0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0511.See file dsdata.txt to determine how the superseded data were derived.
 DA0511
 DA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB323320(NAD 83)
 DA0511_MARKER: DB = BENCH MARK DISK
 DA0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0511_STAMPING: D 36 1933 952.288
 DA0511_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0511+STABILITY: SURFACE MOTION
 DA0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0511+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0511
 DA0511  HISTORY     - Date     Condition        Report By
 DA0511  HISTORY     - 1933     MONUMENTED       CGS
 DA0511  HISTORY     - 1953     GOOD             NGS
 DA0511  HISTORY     - 1980     GOOD             NGS
 DA0511  HISTORY     - 20010730 GOOD             NGS
 DA0511  HISTORY     - 20060219 GOOD             USPSQD
 DA0511  HISTORY     - 20070603 GOOD             GEOCAC
 DA0511
 DA0511                          STATION DESCRIPTION
 DA0511
 DA0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0511'10.2 MI S FROM GILA BEND.
 DA0511'10.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0511'COMPANY RAILROAD STATION AT GILA BEND, 0.4 MILE NORTH OF THE T
 DA0511'JUNCTION OF A DIRT ROAD LEADING EAST ACROSS THE TUCSON, CORNELIA AND
 DA0511'GILA BEND RAILROAD, 13 1/2 POLES SOUTH OF RAILROAD MILEPOLE 10, 0.05
 DA0511'MILE NORTH OF RAILROAD BRIDGE 106 AND A WASH, 96.0 FEET WEST OF THE
 DA0511'WEST RAIL, 71 1/2 FEET NORTH OF A TELEPHONE POLE, 38.5 FEET EAST OF
 DA0511'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTH OF A WITNESS POST,
 DA0511'ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DA0511'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0511
 DA0511                          STATION RECOVERY (1980)
 DA0511
 DA0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0511'16.2 KM (10.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0511'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI)
 DA0511'SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 10, 0.3 KM (0.2 MI) NORTHEAST
 DA0511'OF THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST ACROSS THE TRACKS
 DA0511'TO RANGE NUMBER 3, 13-1/2 TELEGRAPH POLES SOUTHWEST OF RAILWAY
 DA0511'MILEPOLE 10, 29.3 METERS (96.0 FT) NORTHWEST OF THE NORTHWEST RAIL
 DA0511'OF THE TRACKS, 51.2 METERS (168 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0511'THE HIGHWAY, 21.8 METERS (71.5 FT) NORTHEAST OF AN IRON TELEGRAPH
 DA0511'POLE, 0.6 METER (2.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 DA0511'FENCE.
 DA0511'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0511'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0511
 DA0511                          STATION RECOVERY (2001)
 DA0511
 DA0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0511'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0511
 DA0511                          STATION RECOVERY (2006)
 DA0511
 DA0511'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0511'RECOVERED AS DESCRIBED.
 DA0511
 DA0511                          STATION RECOVERY (2007)
 DA0511
 DA0511'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0612 ***********************************************************************
 DA0612  DESIGNATION -  D 360
 DA0612  PID         -  DA0612
 DA0612  STATE/COUNTY-  AZ/MARICOPA
 DA0612  USGS QUAD   -  GILA BEND (1973)
 DA0612
 DA0612                         *CURRENT SURVEY CONTROL
 DA0612  ___________________________________________________________________
 DA0612* NAD 83(1986)-  32 57 30.     (N)    112 38 49.     (W)     SCALED    
 DA0612* NAVD 88     -       259.412  (meters)     851.09   (feet)  ADJUSTED  
 DA0612  ___________________________________________________________________
 DA0612  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0612  DYNAMIC HT  -         259.103 (meters)     850.07  (feet)  COMP
 DA0612  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 DA0612
 DA0612  VERT ORDER  -  FIRST     CLASS II
 DA0612
 DA0612.The horizontal coordinates were scaled from a topographic map and have
 DA0612.an estimated accuracy of +/- 6 seconds.
 DA0612
 DA0612.The orthometric height was determined by differential leveling
 DA0612.and adjusted in June 1991.
 DA0612
 DA0612.The geoid height was determined by GEOID03.
 DA0612
 DA0612.The dynamic height is computed by dividing the NAVD 88
 DA0612.geopotential number by the normal gravity value computed on the
 DA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0612.degrees latitude (g = 980.6199 gals.).
 DA0612
 DA0612.The modeled gravity was interpolated from observed gravity values.
 DA0612
 DA0612;                    North         East    Units  Estimated Accuracy
 DA0612;SPC AZ C     -   217,370.      145,090.      MT  (+/- 180 meters Scaled)
 DA0612
 DA0612                          SUPERSEDED SURVEY CONTROL
 DA0612
 DA0612  NGVD 29 (??/??/92)  258.789  (m)          849.04   (f) ADJ UNCH    1 2
 DA0612
 DA0612.Superseded values are not recommended for survey control.
 DA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0612.See file dsdata.txt to determine how the superseded data were derived.
 DA0612
 DA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB460478(NAD 83)
 DA0612_MARKER: DB = BENCH MARK DISK
 DA0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0612_SP_SET: ABUTMENT
 DA0612_STAMPING: D 360 1967
 DA0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0612+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0612
 DA0612  HISTORY     - Date     Condition        Report By
 DA0612  HISTORY     - 1967     MONUMENTED       CGS
 DA0612  HISTORY     - 1980     GOOD             NGS
 DA0612  HISTORY     - 1980     GOOD             NGS
 DA0612  HISTORY     - 19941202 GOOD             USPSQD
 DA0612  HISTORY     - 20070603 GOOD             GEOCAC
 DA0612
 DA0612                          STATION DESCRIPTION
 DA0612
 DA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0612'4.1 MI E FROM GILA BEND.
 DA0612'4.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0612'GILA BEND, IN S 27, T 5 S, R 4 W, 4 1/2 TELEPHONE POLES WEST OF
 DA0612'MILEPOST 860, 7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET IN
 DA0612'THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD
 DA0612'BRIDGE NUMBER 7, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 DA0612
 DA0612                          STATION RECOVERY (1980)
 DA0612
 DA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0612'RECOVERED IN GOOD CONDITION.
 DA0612
 DA0612                          STATION RECOVERY (1980)
 DA0612
 DA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0612'RECOVERED IN GOOD CONDITION.
 DA0612
 DA0612                          STATION RECOVERY (1994)
 DA0612
 DA0612'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0612'RECOVERED IN GOOD CONDITION.
 DA0612
 DA0612                          STATION RECOVERY (2007)
 DA0612
 DA0612'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0823 ***********************************************************************
 DV0823  DESIGNATION -  D 361
 DV0823  PID         -  DV0823
 DV0823  STATE/COUNTY-  AZ/MARICOPA
 DV0823  USGS QUAD   -  COTTON CENTER (1973)
 DV0823
 DV0823                         *CURRENT SURVEY CONTROL
 DV0823  ___________________________________________________________________
 DV0823* NAD 83(1992)-  33 01 04.26016(N)    112 39 55.62098(W)     ADJUSTED  
 DV0823* NAVD 88     -       219.69   (+/-2cm)     720.8    (feet)  VERTCON   
 DV0823  ___________________________________________________________________
 DV0823  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DV0823  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV0823  HORZ ORDER  -  THIRD
 DV0823  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0823
 DV0823.The horizontal coordinates were established by classical geodetic methods
 DV0823.and adjusted by the National Geodetic Survey in August 1993.
 DV0823
 DV0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0823.The vertical order pertains to the NGVD 29 superseded value.
 DV0823
 DV0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0823
 DV0823.The geoid height was determined by GEOID03.
 DV0823
 DV0823;                    North         East     Units Scale Factor Converg.
 DV0823;SPC AZ C     -   223,980.089   143,404.040   MT  0.99996032   -0 24 28.9
 DV0823;SPC AZ C     -   734,842.81    470,485.70   iFT  0.99996032   -0 24 28.9
 DV0823;UTM  12      - 3,654,497.944   344,442.942   MT  0.99989836   -0 54 27.7
 DV0823
 DV0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0823!SPC AZ C     -   0.99997041  x   0.99996032  =   0.99993073
 DV0823!UTM  12      -   0.99997041  x   0.99989836  =   0.99986878
 DV0823
 DV0823:                Primary Azimuth Mark                     Grid Az
 DV0823:SPC AZ C     -  BEND                                     284 14 04.3
 DV0823:UTM  12      -  BEND                                     284 44 03.1
 DV0823
 DV0823|---------------------------------------------------------------------|
 DV0823| PID    Reference Object                     Distance      Geod. Az  |
 DV0823|                                                           dddmmss.s |
 DV0823| DV1834 BEND                                APPROX. 5.8 KM 2834935.4 |
 DV0823|---------------------------------------------------------------------|
 DV0823
 DV0823                          SUPERSEDED SURVEY CONTROL
 DV0823
 DV0823  NAD 83(1986)-  33 01 04.25451(N)    112 39 55.62481(W) AD(       ) 3
 DV0823  NGVD 29 (??/??/92)  219.064  (m)          718.71   (f) ADJ UNCH    1 2
 DV0823
 DV0823.Superseded values are not recommended for survey control.
 DV0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0823.See file dsdata.txt to determine how the superseded data were derived.
 DV0823
 DV0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4444354498(NAD 83)
 DV0823_MARKER: DB = BENCH MARK DISK
 DV0823_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV0823_STAMPING: D 361 1967
 DV0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0823
 DV0823  HISTORY     - Date     Condition        Report By
 DV0823  HISTORY     - 1967     MONUMENTED       CGS
 DV0823  HISTORY     - 1973     GOOD             USGS
 DV0823  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0823  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV0823
 DV0823                          STATION DESCRIPTION
 DV0823
 DV0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0823'6.05 MI N FROM GILA BEND.
 DV0823'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0823'GILA BEND, THENCE 5.2 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA ROAD,
 DV0823'OLD U. S. HIGHWAY 80, IN SECTION 3, T 5 S, R 4 W, AT A JUNCTION OF THE
 DV0823'HIGHWAY AND A TRAIL ROAD LEADING EAST AND AT A CROSSING OF THE HIGHWAY
 DV0823'AND A POWER LINE, 77 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23
 DV0823'FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 18 1/2 FEET WEST OF
 DV0823'THE 2ND TELEPHONE POLE EAST OF THE HIGHWAY AND IN LINE WITH A ROW OF
 DV0823'TELEPHONE POLES, 2.3 FEET NORTH OF A 4 BY 4-INCH WOODEN WITNESS POST,
 DV0823'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 DV0823'A CONCRETE POST PROJECTING 5 INCHES.
 DV0823
 DV0823                          STATION RECOVERY (1973)
 DV0823
 DV0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV0823'DESCRIBED IN NGS LEVEL LINE.
 DV0823'
 DV0823'LOCATED ABOUT 5.8 MI NE. OF GILA BEND, ABOUT 4.7 MI S. OF COTTON
 DV0823'CENTER, ABOUT 1.6 MI E. OF GILA RIVER, 75 FT E. OF RD. (OLD U.S.
 DV0823'HWY. 80).  AT WEST EDGE OF FIELD.
 DV0823'
 DV0823'TO REACH FROM POST OFFICE AT GILA BEND, GO 0.05 MI E. ON PAPOGO
 DV0823'ST.  TURN RIGHT 0.1 MI S. ON MARTIN ST.  TURN LEFT 0.9 MI E. ON
 DV0823'PIMA ST. (ALSO U.S. HWY. 80) TO T-RD.  TURN LEFT 5.2 MI N. ON OLD
 DV0823'U.S. HWY. 80 TO STATION 75 FT E. OF HWY., 2.3 FT N. OF 4X4-INCH
 DV0823'WOODEN WITNESS POST.
 DV0823'
 DV0823'STATION MARK--NGS BM DISK STAMPED---D 361 1967---, IN TOP OF
 DV0823'CONCRETE POST PROJECTING 0.2 FT.
 DV0823
 DV0823                          STATION RECOVERY (1981)
 DV0823
 DV0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0823'SEARCHED FOR BUT NOT RECOVERED.
 DV0823
 DV0823                          STATION RECOVERY (2007)
 DV0823
 DV0823'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0773 ***********************************************************************
 DV0773  DESIGNATION -  D 362
 DV0773  PID         -  DV0773
 DV0773  STATE/COUNTY-  AZ/MARICOPA
 DV0773  USGS QUAD   -  WINTERSBURG (1984)
 DV0773
 DV0773                         *CURRENT SURVEY CONTROL
 DV0773  ___________________________________________________________________
 DV0773* NAD 83(1986)-  33 24 28.     (N)    112 50 06.     (W)     SCALED    
 DV0773* NAVD 88     -       302.596  (meters)     992.77   (feet)  ADJUSTED  
 DV0773  ___________________________________________________________________
 DV0773  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0773  DYNAMIC HT  -         302.248 (meters)     991.63  (feet)  COMP
 DV0773  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 DV0773
 DV0773  VERT ORDER  -  FIRST     CLASS II
 DV0773
 DV0773.The horizontal coordinates were scaled from a topographic map and have
 DV0773.an estimated accuracy of +/- 6 seconds.
 DV0773
 DV0773.The orthometric height was determined by differential leveling
 DV0773.and adjusted in June 1991.
 DV0773
 DV0773.The geoid height was determined by GEOID03.
 DV0773
 DV0773.The dynamic height is computed by dividing the NAVD 88
 DV0773.geopotential number by the normal gravity value computed on the
 DV0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0773.degrees latitude (g = 980.6199 gals.).
 DV0773
 DV0773.The modeled gravity was interpolated from observed gravity values.
 DV0773
 DV0773;                    North         East    Units  Estimated Accuracy
 DV0773;SPC AZ C     -   267,350.      127,940.      MT  (+/- 180 meters Scaled)
 DV0773
 DV0773                          SUPERSEDED SURVEY CONTROL
 DV0773
 DV0773  NGVD 29 (??/??/92)  301.987  (m)          990.77   (f) ADJ UNCH    1 2
 DV0773
 DV0773.Superseded values are not recommended for survey control.
 DV0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0773.See file dsdata.txt to determine how the superseded data were derived.
 DV0773
 DV0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB293980(NAD 83)
 DV0773_MARKER: DB = BENCH MARK DISK
 DV0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0773_STAMPING: D 362 1967
 DV0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0773+STABILITY: SURFACE MOTION
 DV0773
 DV0773  HISTORY     - Date     Condition        Report By
 DV0773  HISTORY     - 1967     MONUMENTED       CGS
 DV0773  HISTORY     - 1981     GOOD             NGS
 DV0773
 DV0773                          STATION DESCRIPTION
 DV0773
 DV0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0773'7.8 MI NW FROM HASSAYAMPA.
 DV0773'7.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0773'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 23, T 1 N, R 6 W,
 DV0773'0.25 MILE NORTHWEST OF A JUNCTION OF A NORTHWEST-SOUTHEAST POWER LINE
 DV0773'AND A POWER LINE LEADING EAST, 40 1/2 FEET NORTHEAST OF THE CENTER
 DV0773'LINE OF THE ROAD, 10 FEET SOUTHEAST OF POWER POLE NUMBER 1, IN LINE
 DV0773'WITH A ROW OF POWER POLES, 2.2 FEET NORTHWEST OF A METAL WITNESS POST,
 DV0773'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 DV0773'CONCRETE POST PROJECTING 6 INCHES.
 DV0773
 DV0773                          STATION RECOVERY (1981)
 DV0773
 DV0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0982 ***********************************************************************
 CZ0982  DESIGNATION -  D 363
 CZ0982  PID         -  CZ0982
 CZ0982  STATE/COUNTY-  AZ/PINAL
 CZ0982  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0982
 CZ0982                         *CURRENT SURVEY CONTROL
 CZ0982  ___________________________________________________________________
 CZ0982* NAD 83(1986)-  32 55 12.     (N)    111 49 29.     (W)     SCALED    
 CZ0982* NAVD 88     -       407.29   (+/-2cm)    1336.3    (feet)  VERTCON   
 CZ0982  ___________________________________________________________________
 CZ0982  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ0982  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0982
 CZ0982.The horizontal coordinates were scaled from a topographic map and have
 CZ0982.an estimated accuracy of +/- 6 seconds.
 CZ0982
 CZ0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0982.The vertical order pertains to the NGVD 29 superseded value.
 CZ0982
 CZ0982.The geoid height was determined by GEOID03.
 CZ0982
 CZ0982;                    North         East    Units  Estimated Accuracy
 CZ0982;SPC AZ C     -   212,880.      221,960.      MT  (+/- 180 meters Scaled)
 CZ0982
 CZ0982                          SUPERSEDED SURVEY CONTROL
 CZ0982
 CZ0982  NGVD 29 (??/??/92)  406.679  (m)         1334.25   (f) ADJ UNCH    1 2
 CZ0982
 CZ0982.Superseded values are not recommended for survey control.
 CZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0982.See file dsdata.txt to determine how the superseded data were derived.
 CZ0982
 CZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB228427(NAD 83)
 CZ0982_MARKER: DB = BENCH MARK DISK
 CZ0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0982_SP_SET: ABUTMENT
 CZ0982_STAMPING: D 363 1967
 CZ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0982
 CZ0982  HISTORY     - Date     Condition        Report By
 CZ0982  HISTORY     - 1967     MONUMENTED       CGS
 CZ0982  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0982  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0982  HISTORY     - 20061106 MARK NOT FOUND   GEOCAC
 CZ0982
 CZ0982                          STATION DESCRIPTION
 CZ0982
 CZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0982'5.15 MI NW FROM CASA GRANDE.
 CZ0982'ABOUT 5.15 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0982'THE STATION AT CASA GRANDE, IN S 9, T 6 S, R 5 E, 6 1/2 POLES
 CZ0982'NORTHWEST OF MILEPOST 914, 4 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 CZ0982'THE TRACKS, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 CZ0982'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 913.78, AND ABOUT 3 FEET
 CZ0982'BELOW THE LEVEL OF THE TRACKS.
 CZ0982
 CZ0982                          STATION RECOVERY (1980)
 CZ0982
 CZ0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0982'A NEW BRIDGE HAS BEEN BUILT AT THIS LOCATION AND THE MARK IS PRESUMED
 CZ0982'DESTROYED.
 CZ0982
 CZ0982                          STATION RECOVERY (1980)
 CZ0982
 CZ0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0982'A NEW BRIDGE HAS BEEN BUILT AT THIS LOCATION AND THE MARK IS PRESUMED
 CZ0982'DESTROYED.
 CZ0982
 CZ0982                          STATION RECOVERY (2006)
 CZ0982
 CZ0982'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0982'MARK NOT RECOVERED. AS PREVIOUSLY NOTED, A NEW BRIDGE HAS BEEN BUILT
 CZ0982'AT THIS LOCATION. ALTHOUGH THERE ARE SOME REMNANTS OF THE OLD BRIDGE,
 CZ0982'THE PART THAT HELD THE MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0381 ***********************************************************************
 CZ0381  DESIGNATION -  D 364
 CZ0381  PID         -  CZ0381
 CZ0381  STATE/COUNTY-  AZ/PINAL
 CZ0381  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0381
 CZ0381                         *CURRENT SURVEY CONTROL
 CZ0381  ___________________________________________________________________
 CZ0381* NAD 83(1986)-  32 53 38.     (N)    111 28 50.     (W)     SCALED    
 CZ0381* NAVD 88     -       450.275  (meters)    1477.28   (feet)  ADJUSTED  
 CZ0381  ___________________________________________________________________
 CZ0381  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0381  DYNAMIC HT  -         449.715 (meters)    1475.44  (feet)  COMP
 CZ0381  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 CZ0381
 CZ0381  VERT ORDER  -  FIRST     CLASS II
 CZ0381
 CZ0381.The horizontal coordinates were scaled from a topographic map and have
 CZ0381.an estimated accuracy of +/- 6 seconds.
 CZ0381
 CZ0381.The orthometric height was determined by differential leveling
 CZ0381.and adjusted in November 1993.
 CZ0381
 CZ0381.The geoid height was determined by GEOID03.
 CZ0381
 CZ0381.The dynamic height is computed by dividing the NAVD 88
 CZ0381.geopotential number by the normal gravity value computed on the
 CZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0381.degrees latitude (g = 980.6199 gals.).
 CZ0381
 CZ0381.The modeled gravity was interpolated from observed gravity values.
 CZ0381
 CZ0381;                    North         East    Units  Estimated Accuracy
 CZ0381;SPC AZ C     -   210,070.      254,160.      MT  (+/- 180 meters Scaled)
 CZ0381
 CZ0381                          SUPERSEDED SURVEY CONTROL
 CZ0381
 CZ0381  NGVD 29 (??/??/92)  450.026  (m)         1476.46   (f) ADJ UNCH    1 2
 CZ0381
 CZ0381.Superseded values are not recommended for survey control.
 CZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0381.See file dsdata.txt to determine how the superseded data were derived.
 CZ0381
 CZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB550396(NAD 83)
 CZ0381_MARKER: DB = BENCH MARK DISK
 CZ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0381_SP_SET: CONCRETE POST
 CZ0381_STAMPING: D 364 1967
 CZ0381_MARK LOGO: CGS   
 CZ0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0381+STABILITY: SURFACE MOTION
 CZ0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0381+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0381
 CZ0381  HISTORY     - Date     Condition        Report By
 CZ0381  HISTORY     - 1967     MONUMENTED       CGS
 CZ0381  HISTORY     - 19920106 GOOD             NGS
 CZ0381  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0381
 CZ0381                          STATION DESCRIPTION
 CZ0381
 CZ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0381'14.4 MI N FROM PICACHO.
 CZ0381'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0381'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 10.6 MILES NORTH
 CZ0381'ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 1.8 MILES EAST ALONG A
 CZ0381'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, OR ABOUT
 CZ0381'1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0381'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0381'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0381'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0381'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0381'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 CZ0381'WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A GRAVELED
 CZ0381'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, IN S 23, T 6 S, R 8
 CZ0381'E, 50 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 36 FEET
 CZ0381'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET SOUTH OF THE
 CZ0381'CENTER LINE OF THE EAST-WEST ROAD, 7 FEET SOUTH OF THE SOUTH CONCRETE
 CZ0381'WALL OF AN IRRIGATION CANAL, 5 FEET EAST OF THE EAST CONCRETE WALL OF
 CZ0381'AN IRRIGATION CANAL, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 CZ0381'FOOT ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 CZ0381'POST PROJECTING 5 INCHES.
 CZ0381
 CZ0381                          STATION RECOVERY (1992)
 CZ0381
 CZ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0381'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0381'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0381'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0381'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0381'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0381'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0381'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ0381'BARTLETT ROAD, THENCE 4.0 KM (2.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ0381'THENCE 1.6 KM (1.00 MI) WESTERLY ALONG KLECK ROAD, THENCE 1.6 KM
 CZ0381'(1.00 MI) SOUTHERLY ALONG A GRAVELED ROAD, 49.7 M (163.1 FT) NORTH OF
 CZ0381'AN IRRIGATION WELL, 21.6 M (70.9 FT) SOUTH OF THE CENTER OF A
 CZ0381'GRAVELED ROAD, 11.0 M (36.1 FT) WEST OF THE ROAD CENTER, 8.8 M (28.9
 CZ0381'FT) SOUTH OF THE CENTER OF A DIRT ROAD, 2.0 M (6.6 FT) SOUTH OF THE
 CZ0381'SOUTH BANK OF AN IRRIGATION CANAL, 0.5 M (1.6 FT) NORTH OF A WITNESS
 CZ0381'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 CZ0381'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 CZ0381
 CZ0381                          STATION RECOVERY (2007)
 CZ0381
 CZ0381'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0053 ***********************************************************************
 DV0053  DESIGNATION -  D 365
 DV0053  PID         -  DV0053
 DV0053  STATE/COUNTY-  AZ/MARICOPA
 DV0053  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0053
 DV0053                         *CURRENT SURVEY CONTROL
 DV0053  ___________________________________________________________________
 DV0053* NAD 83(1986)-  33 38 18.     (N)    112 11 11.     (W)     SCALED    
 DV0053* NAVD 88     -       382.34   (+/-2cm)    1254.4    (feet)  VERTCON   
 DV0053  ___________________________________________________________________
 DV0053  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0053  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0053
 DV0053.The horizontal coordinates were scaled from a topographic map and have
 DV0053.an estimated accuracy of +/- 6 seconds.
 DV0053
 DV0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0053.The vertical order pertains to the NGVD 29 superseded value.
 DV0053
 DV0053.The geoid height was determined by GEOID03.
 DV0053
 DV0053;                    North         East    Units  Estimated Accuracy
 DV0053;SPC AZ C     -   292,580.      188,340.      MT  (+/- 180 meters Scaled)
 DV0053
 DV0053                          SUPERSEDED SURVEY CONTROL
 DV0053
 DV0053  NGVD 29 (??/??/92)  381.784  (m)         1252.57   (f) ADJ UNCH    1 2
 DV0053
 DV0053.Superseded values are not recommended for survey control.
 DV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0053.See file dsdata.txt to determine how the superseded data were derived.
 DV0053
 DV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899226(NAD 83)
 DV0053_MARKER: DB = BENCH MARK DISK
 DV0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0053_SP_SET: 11 FEET
 DV0053_STAMPING: D 365 1967
 DV0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0053
 DV0053  HISTORY     - Date     Condition        Report By
 DV0053  HISTORY     - 1967     MONUMENTED       CGS
 DV0053  HISTORY     - 1975     GOOD             NGS
 DV0053  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0053
 DV0053                          STATION DESCRIPTION
 DV0053
 DV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0053'10.75 MI N FROM GLENDALE.
 DV0053'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0053'GLENDALE, THENCE 6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 2.0
 DV0053'MILES WEST ALONG BELL ROAD, IN SECTION 5, T 3 N, R 2 E, 70 1/2 FEET
 DV0053'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND NORTH 59TH
 DV0053'AVENUE, 46 1/2 FEET SOUTH OF THE CENTER LINE OF BELL ROAD, 50 FEET
 DV0053'EAST OF THE CENTER LINE OF NORTH 59TH AVENUE, 18 FEET NORTHWEST OF THE
 DV0053'NORTHWEST EDGE OF A CONCRETE IRRIGATION DITCH, 16 1/2 FEET EAST OF
 DV0053'POWER POLE NUMBER PS 47010 WHICH IS BRACED BY A GUY WIRE, 1.3 FEET
 DV0053'NORTH OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 DV0053'COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A
 DV0053'5-INCH IRON PIPE WHICH PROJECTS 10 INCHES.
 DV0053
 DV0053                          STATION RECOVERY (1975)
 DV0053
 DV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DV0053'RECOVERED IN GOOD CONDITION.
 DV0053
 DV0053                          STATION RECOVERY (1981)
 DV0053
 DV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0053'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0054 ***********************************************************************
 DV0054  DESIGNATION -  D 365 RESET
 DV0054  PID         -  DV0054
 DV0054  STATE/COUNTY-  AZ/MARICOPA
 DV0054  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0054
 DV0054                         *CURRENT SURVEY CONTROL
 DV0054  ___________________________________________________________________
 DV0054* NAD 83(1986)-  33 38 18.     (N)    112 11 11.     (W)     SCALED    
 DV0054* NAVD 88     -       382.71   (+/-2cm)    1255.6    (feet)  VERTCON   
 DV0054  ___________________________________________________________________
 DV0054  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0054  VERT ORDER  -  THIRD (See Below)
 DV0054
 DV0054.The horizontal coordinates were scaled from a topographic map and have
 DV0054.an estimated accuracy of +/- 6 seconds.
 DV0054
 DV0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0054.The vertical order pertains to the NGVD 29 superseded value.
 DV0054
 DV0054.The geoid height was determined by GEOID03.
 DV0054
 DV0054;                    North         East    Units  Estimated Accuracy
 DV0054;SPC AZ C     -   292,580.      188,340.      MT  (+/- 180 meters Scaled)
 DV0054
 DV0054                          SUPERSEDED SURVEY CONTROL
 DV0054
 DV0054  NGVD 29 (03/28/06)  382.15   (m)         1253.8    (f) RESET       3  
 DV0054
 DV0054.Superseded values are not recommended for survey control.
 DV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0054.See file dsdata.txt to determine how the superseded data were derived.
 DV0054
 DV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899226(NAD 83)
 DV0054_MARKER: DB = BENCH MARK DISK
 DV0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0054_SP_SET: WINGWALL
 DV0054_STAMPING: D 365 RESET 1976
 DV0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0054
 DV0054  HISTORY     - Date     Condition        Report By
 DV0054  HISTORY     - 1976     MONUMENTED       NGS
 DV0054  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0054
 DV0054                          STATION DESCRIPTION
 DV0054
 DV0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DV0054'IN PHOENIX.
 DV0054'TRAVEL WEST ALONG BELL ROAD FROM THE BLACK CANYON FREEWAY IN NORTHERN
 DV0054'PHOENIX TO 59TH AVENUE AND THE MARK ON THE RIGHT.  SET IN A DRILL HOLE
 DV0054'IN TOP OF AN IRRIGATION WINGWALL.  87.8 FEET EAST OF THE CENTERLINE OF
 DV0054'59TH AVENUE AND 27 FEET NORTH OF THE CENTERLINE OF BELL ROAD WHICH
 DV0054'WILL LATER BE THE CENTERLINE OF THE WEST BOUND LANES OF BELL ROAD.
 DV0054
 DV0054                          STATION RECOVERY (2006)
 DV0054
 DV0054'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0709 ***********************************************************************
 DV0709  DESIGNATION -  D 366
 DV0709  PID         -  DV0709
 DV0709  STATE/COUNTY-  AZ/MARICOPA
 DV0709  USGS QUAD   -  VALENCIA (1982)
 DV0709
 DV0709                         *CURRENT SURVEY CONTROL
 DV0709  ___________________________________________________________________
 DV0709* NAD 83(1986)-  33 26 08.     (N)    112 31 17.     (W)     SCALED    
 DV0709* NAVD 88     -       317.435  (meters)    1041.45   (feet)  ADJUSTED  
 DV0709  ___________________________________________________________________
 DV0709  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0709  DYNAMIC HT  -         317.072 (meters)    1040.26  (feet)  COMP
 DV0709  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DV0709
 DV0709  VERT ORDER  -  FIRST     CLASS II
 DV0709
 DV0709.The horizontal coordinates were scaled from a topographic map and have
 DV0709.an estimated accuracy of +/- 6 seconds.
 DV0709
 DV0709.The orthometric height was determined by differential leveling
 DV0709.and adjusted in June 1991.
 DV0709
 DV0709.The geoid height was determined by GEOID03.
 DV0709
 DV0709.The dynamic height is computed by dividing the NAVD 88
 DV0709.geopotential number by the normal gravity value computed on the
 DV0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0709.degrees latitude (g = 980.6199 gals.).
 DV0709
 DV0709.The modeled gravity was interpolated from observed gravity values.
 DV0709
 DV0709;                    North         East    Units  Estimated Accuracy
 DV0709;SPC AZ C     -   270,220.      157,130.      MT  (+/- 180 meters Scaled)
 DV0709
 DV0709                          SUPERSEDED SURVEY CONTROL
 DV0709
 DV0709  NGVD 29 (??/??/92)  316.787  (m)         1039.33   (f) ADJ UNCH    1 2
 DV0709
 DV0709.Superseded values are not recommended for survey control.
 DV0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0709.See file dsdata.txt to determine how the superseded data were derived.
 DV0709
 DV0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC585006(NAD 83)
 DV0709_MARKER: DB = BENCH MARK DISK
 DV0709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0709_SP_SET: 6 FEET
 DV0709_STAMPING: D 366 1967
 DV0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0709
 DV0709  HISTORY     - Date     Condition        Report By
 DV0709  HISTORY     - 1967     MONUMENTED       CGS
 DV0709  HISTORY     - 1981     GOOD             NGS
 DV0709  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 DV0709
 DV0709                          STATION DESCRIPTION
 DV0709
 DV0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0709'8.15 MI NE FROM BUCKEYE.
 DV0709'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0709'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 4.05 MILES
 DV0709'EAST ALONG YUMA ROAD, IN S 12, T 1 N, R 3 W, 144 YARDS EAST OF A FENCE
 DV0709'CORNER ON THE SOUTH SIDE OF THE ROAD, 52 FEET NORTH OF THE CENTER LINE
 DV0709'OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, 6-INCHES NORTH OF A METAL
 DV0709'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 DV0709'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 FEET
 DV0709'AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 12 INCHES.
 DV0709
 DV0709                          STATION RECOVERY (1981)
 DV0709
 DV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0709'RECOVERED IN GOOD CONDITION.
 DV0709
 DV0709                          STATION RECOVERY (2006)
 DV0709
 DV0709'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0709'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 DV0709'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0337 ***********************************************************************
 CZ0337  DESIGNATION -  D 367
 CZ0337  PID         -  CZ0337
 CZ0337  STATE/COUNTY-  AZ/PINAL
 CZ0337  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0337
 CZ0337                         *CURRENT SURVEY CONTROL
 CZ0337  ___________________________________________________________________
 CZ0337* NAD 83(1986)-  32 41 26.     (N)    111 25 49.     (W)     SCALED    
 CZ0337* NAVD 88     -       537.881  (meters)    1764.70   (feet)  READJUSTED
 CZ0337  ___________________________________________________________________
 CZ0337  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ0337  DYNAMIC HT  -         537.200 (meters)    1762.46  (feet)  COMP
 CZ0337  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 CZ0337
 CZ0337  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ0337
 CZ0337.The horizontal coordinates were scaled from a topographic map and have
 CZ0337.an estimated accuracy of +/- 6 seconds.
 CZ0337
 CZ0337.The orthometric height was determined by differential leveling
 CZ0337.and adjusted in April 1999.
 CZ0337.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ0337.mark was located on a no-check spur therefore a value was not computed.
 CZ0337.The height was derived from older observations constrained to new
 CZ0337.heights in a crustal motion area.  The height is approximate in
 CZ0337.relation to other heights in its vicinity.
 CZ0337.No vertical observational check was made to the station.
 CZ0337
 CZ0337.The geoid height was determined by GEOID03.
 CZ0337
 CZ0337.The dynamic height is computed by dividing the NAVD 88
 CZ0337.geopotential number by the normal gravity value computed on the
 CZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0337.degrees latitude (g = 980.6199 gals.).
 CZ0337
 CZ0337.The modeled gravity was interpolated from observed gravity values.
 CZ0337
 CZ0337;                    North         East    Units  Estimated Accuracy
 CZ0337;SPC AZ C     -   187,540.      258,970.      MT  (+/- 180 meters Scaled)
 CZ0337
 CZ0337                          SUPERSEDED SURVEY CONTROL
 CZ0337
 CZ0337  NAVD 88 (06/15/91)  538.020  (m)         1765.15   (f) UNKNOWN     1 2
 CZ0337  NGVD 29 (??/??/92)  537.436  (m)         1763.24   (f) ADJ UNCH    1 2
 CZ0337
 CZ0337.Superseded values are not recommended for survey control.
 CZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0337.See file dsdata.txt to determine how the superseded data were derived.
 CZ0337
 CZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB596170(NAD 83)
 CZ0337_MARKER: DB = BENCH MARK DISK
 CZ0337_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0337_SP_SET: ROCK OUTCROP
 CZ0337_STAMPING: D 367 1967
 CZ0337_MARK LOGO: CGS   
 CZ0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0337+STABILITY: POSITION/ELEVATION WELL
 CZ0337
 CZ0337  HISTORY     - Date     Condition        Report By
 CZ0337  HISTORY     - 1967     MONUMENTED       CGS
 CZ0337  HISTORY     - 1968     GOOD             NGS
 CZ0337  HISTORY     - 1975     GOOD             AZDT
 CZ0337  HISTORY     - 1980     GOOD             NGS
 CZ0337  HISTORY     - 1984     GOOD             NGS
 CZ0337
 CZ0337                          STATION DESCRIPTION
 CZ0337
 CZ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0337'5.65 MI SE FROM PICACHO.
 CZ0337'ABOUT 4.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0337'THE DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 1.0 MILE
 CZ0337'NORTHEAST ALONG A DIRT ROAD, IN SECTION 28, T 8 S, R 9 E, 132 YARDS
 CZ0337'EAST AND ACROSS COUNTRY FROM THE CENTER OF A JUNCTION OF THE DIRT ROAD
 CZ0337'AND A DIM TRAIL ROAD LEADING SOUTH WHICH IS 43 YARDS NORTH OF A WASH
 CZ0337'ACROSS THE DIRT ROAD AND AT THE NORTH END OF A CURVE IN THE DIRT ROAD,
 CZ0337'SET IN THE TOP OF A ROCK OUTCROP, 41 1/2 FEET NORTHEAST OF A U.S.
 CZ0337'GENERAL LAND OFFICE PIPE AND CAP THAT MARKS THE CORNER OF SECTIONS 28,
 CZ0337'29, 32 AND 33 IN T 8 S, R 9 E, 9 FEET SOUTHEAST OF THE CENTER LINE OF
 CZ0337'A WASH, 6.7 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 6 1/2
 CZ0337'FEET ABOVE THE LEVEL OF THE USGLO PIPE AND CAP.
 CZ0337
 CZ0337                          STATION RECOVERY (1968)
 CZ0337
 CZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0337'RECOVERED IN GOOD CONDITION.
 CZ0337
 CZ0337                          STATION RECOVERY (1975)
 CZ0337
 CZ0337'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0337'FROM THE PICACHO SCHOOL, LOCATED NORTH OF THE RAILROAD TRACKS, NORTH,
 CZ0337'ON THE WEST SIDE OF THE SCHOOL FOR 0.1 MILES.  RIGHT, EAST, ON A
 CZ0337'SECTION LINE ROAD AND CONTINUE FOR 3 MILES TO A GATE.  RIGHT THROUGH
 CZ0337'GATE AND CONTINUE FOR 1.3 MILES TO A GRAVEL PIT.  SOUTH FROM THE PIT
 CZ0337'FOR 1.2 MILES AND TO THE STATION ON THE LEFT.  ABOUT 300 FT. EASTERLY
 CZ0337'OF THE ROAD.  ABOUT 30 FT. UP THE SLOPE. 40 FT. NORTHERLY OF SECTION
 CZ0337'CORNER, NW 33, A PIPE UP ABOUT 2 FT. 6 FT. EASTERLY OF A TINY DRAIN.
 CZ0337'I-10.  MP. 216.1.  L. 0.9 MILE. A USC AND GS BENCH MARK BRASS CAP, SET
 CZ0337'IN A DRILL HOLE IN A GRANITE OUTCROP.
 CZ0337
 CZ0337                          STATION RECOVERY (1980)
 CZ0337
 CZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0337'37.3 KILOMETERS (23.2 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0337'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 1.6 KILOMETERS
 CZ0337'(1.0 MILE) NORTH ALONG A DIRT ROAD TO THE WEST SLOPE OF THE SMALLER
 CZ0337'MOUNTAIN, 0.2 KILOMETER (0.1 MILE) DUE EAST OF THE Y-JUNCTION OF TWO
 CZ0337'DIRT ROADS, SET IN TOP OF ROCK OUTCROP, 2.8 METERS (9 FEET) SOUTHEAST
 CZ0337'OF THE CENTER OF A RAVINE ON THE MOUNTAIN AND 12.6 METERS (41.5 FEET)
 CZ0337'NORTHEAST OF A U.S.G.L.O. PIPE AND CAP MARK WHICH MARKS SECTION
 CZ0337'CORNERS 28, 29, 32 AND 33, AND IS 2 METERS (6.5 FEET) BELOW BENCH
 CZ0337'MARK D 367.  THE MARK CAN BE REACHED BY VEHICLE BY PROCEEDING
 CZ0337'SOUTHEAST TO A DIRT ROAD CROSSING THE TRACK AT A PIPE LINE CROSSING,
 CZ0337'THEN PROCEEDING 1.2 KILOMETERS (0.75 MILE) ALONG THE PIPE LINE TO
 CZ0337'THE DIRT ROAD DESCRIBED, THEN 1.35 KILOMETERS (0.85 MILE) TO THE
 CZ0337'MARK.
 CZ0337'THE MARK IS 2 METERS  NE FROM A WITNESS POST.
 CZ0337'THE MARK IS 6 M ABOVE THE DIRT ROAD.
 CZ0337
 CZ0337                          STATION RECOVERY (1984)
 CZ0337
 CZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0337'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT IT IS
 CZ0337'0.2 KM (0.1 MI) DUE EAST ACROSS COUNTRY FROM THE Y JUNCTION OF THE TWO
 CZ0337'DIRT ROADS AND IS 6 METERS ABOVE THE DIRT ROAD NOT SIX INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0204 ***********************************************************************
 DA0204  DESIGNATION -  D 37
 DA0204  PID         -  DA0204
 DA0204  STATE/COUNTY-  AZ/PIMA
 DA0204  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA0204
 DA0204                         *CURRENT SURVEY CONTROL
 DA0204  ___________________________________________________________________
 DA0204* NAD 83(1986)-  32 11 43.     (N)    112 27 20.     (W)     SCALED    
 DA0204* NAVD 88     -       608.88   (+/-2cm)    1997.6    (feet)  VERTCON   
 DA0204  ___________________________________________________________________
 DA0204  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0204
 DA0204.The horizontal coordinates were scaled from a topographic map and have
 DA0204.an estimated accuracy of +/- 6 seconds.
 DA0204
 DA0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0204.The vertical order pertains to the NGVD 29 superseded value.
 DA0204
 DA0204.The geoid height was determined by GEOID03.
 DA0204
 DA0204;                    North         East    Units  Estimated Accuracy
 DA0204;SPC AZ C     -   132,650.      162,550.      MT  (+/- 180 meters Scaled)
 DA0204
 DA0204                          SUPERSEDED SURVEY CONTROL
 DA0204
 DA0204  NGVD 29 (??/??/92)  608.179  (m)         1995.33   (f) ADJ UNCH    2 0
 DA0204
 DA0204.Superseded values are not recommended for survey control.
 DA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0204.See file dsdata.txt to determine how the superseded data were derived.
 DA0204
 DA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA628630(NAD 83)
 DA0204_MARKER: DB = BENCH MARK DISK
 DA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0204_STAMPING: 1995.547 D 37 1933
 DA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0204+STABILITY: SURFACE MOTION
 DA0204
 DA0204  HISTORY     - Date     Condition        Report By
 DA0204  HISTORY     - 1933     MONUMENTED       CGS
 DA0204  HISTORY     - 1934     GOOD             NGS
 DA0204  HISTORY     - 19970306 GOOD             USPSQD
 DA0204
 DA0204                          STATION DESCRIPTION
 DA0204
 DA0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0204'29.6 MI E FROM AJO.
 DA0204'29.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA AND
 DA0204'GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD AJO-TUCSON
 DA0204'HIGHWAY, 0.1 MILE EAST OF A DIP IN THE HIGHWAY, AND 52 FEET NORTH OF
 DA0204'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1995.547 D 37
 DA0204'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA0204'GROUND.
 DA0204
 DA0204                          STATION RECOVERY (1997)
 DA0204
 DA0204'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0629 ***********************************************************************
 CG0629  DESIGNATION -  D 38
 CG0629  PID         -  CG0629
 CG0629  STATE/COUNTY-  AZ/PIMA
 CG0629  USGS QUAD   -  SELLS EAST (1982)
 CG0629
 CG0629                         *CURRENT SURVEY CONTROL
 CG0629  ___________________________________________________________________
 CG0629* NAD 83(1986)-  31 54 54.     (N)    111 51 40.     (W)     SCALED    
 CG0629* NAVD 88     -       735.92   (+/-2cm)    2414.4    (feet)  VERTCON   
 CG0629  ___________________________________________________________________
 CG0629  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 CG0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0629
 CG0629.The horizontal coordinates were scaled from a topographic map and have
 CG0629.an estimated accuracy of +/- 6 seconds.
 CG0629
 CG0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0629.The vertical order pertains to the NGVD 29 superseded value.
 CG0629
 CG0629.The geoid height was determined by GEOID03.
 CG0629
 CG0629;                    North         East    Units  Estimated Accuracy
 CG0629;SPC AZ C     -   101,440.      218,610.      MT  (+/- 180 meters Scaled)
 CG0629
 CG0629                          SUPERSEDED SURVEY CONTROL
 CG0629
 CG0629  NGVD 29 (??/??/92)  735.214  (m)         2412.11   (f) ADJ UNCH    2 0
 CG0629
 CG0629.Superseded values are not recommended for survey control.
 CG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0629.See file dsdata.txt to determine how the superseded data were derived.
 CG0629
 CG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA185313(NAD 83)
 CG0629_MARKER: DB = BENCH MARK DISK
 CG0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0629_STAMPING: 2412.239 D 38 1933
 CG0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0629+STABILITY: SURFACE MOTION
 CG0629
 CG0629  HISTORY     - Date     Condition        Report By
 CG0629  HISTORY     - 1933     MONUMENTED       CGS
 CG0629  HISTORY     - 1934     GOOD             NGS
 CG0629
 CG0629                          STATION DESCRIPTION
 CG0629
 CG0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0629'1.8 MI E FROM SELLS.
 CG0629'1.8 MILES EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT SELLS,
 CG0629'PIMA COUNTY ON THE OLD AJO-TUCSON HIGHWAY, 0.7 MILE EAST OF A WOODEN
 CG0629'BRIDGE OVER AN ARROYO EAST OF TOWN, 50 FEET EAST OF POLE 35, 44 FEET
 CG0629'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF
 CG0629'POLES.  A STANDARD DISK, STAMPED 2412.239 D 38 1933 AND SET IN THE TOP
 CG0629'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0190 ***********************************************************************
 FR0190  DESIGNATION -  D 385
 FR0190  PID         -  FR0190
 FR0190  STATE/COUNTY-  AZ/YAVAPAI
 FR0190  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0190
 FR0190                         *CURRENT SURVEY CONTROL
 FR0190  ___________________________________________________________________
 FR0190* NAD 83(1986)-  35 20 42.     (N)    112 57 44.     (W)     SCALED    
 FR0190* NAVD 88     -      1618.586  (meters)    5310.31   (feet)  ADJUSTED  
 FR0190  ___________________________________________________________________
 FR0190  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0190  DYNAMIC HT  -        1616.471 (meters)    5303.37  (feet)  COMP
 FR0190  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 FR0190
 FR0190  VERT ORDER  -  FIRST     CLASS II
 FR0190
 FR0190.The horizontal coordinates were scaled from a topographic map and have
 FR0190.an estimated accuracy of +/- 6 seconds.
 FR0190
 FR0190.The orthometric height was determined by differential leveling
 FR0190.and adjusted in June 1991.
 FR0190
 FR0190.The geoid height was determined by GEOID03.
 FR0190
 FR0190.The dynamic height is computed by dividing the NAVD 88
 FR0190.geopotential number by the normal gravity value computed on the
 FR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0190.degrees latitude (g = 980.6199 gals.).
 FR0190
 FR0190.The modeled gravity was interpolated from observed gravity values.
 FR0190
 FR0190;                    North         East    Units  Estimated Accuracy
 FR0190;SPC AZ C     -   482,350.      118,320.      MT  (+/- 180 meters Scaled)
 FR0190
 FR0190                          SUPERSEDED SURVEY CONTROL
 FR0190
 FR0190  NGVD 29 (??/??/92) 1617.698  (m)         5307.40   (f) ADJ UNCH    1 2
 FR0190
 FR0190.Superseded values are not recommended for survey control.
 FR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0190.See file dsdata.txt to determine how the superseded data were derived.
 FR0190
 FR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE216130(NAD 83)
 FR0190_MARKER: DB = BENCH MARK DISK
 FR0190_SETTING: 66 = SET IN ROCK OUTCROP
 FR0190_SP_SET: OUTCROP
 FR0190_STAMPING: D 385 1968
 FR0190_MARK LOGO: CGS   
 FR0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0190+STABILITY: POSITION/ELEVATION WELL
 FR0190
 FR0190  HISTORY     - Date     Condition        Report By
 FR0190  HISTORY     - 1968     MONUMENTED       CGS
 FR0190  HISTORY     - 1982     GOOD             NGS
 FR0190
 FR0190                          STATION DESCRIPTION
 FR0190
 FR0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0190'5.1 MI W FROM SELIGMAN.
 FR0190'5.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0190'THE STATION AT SELIGMAN, 0.1 MILE EAST OF MILEPOST 434, IN THE TOP OF
 FR0190'AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 134.9 FEET
 FR0190'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 83 FEET NORTH OF THE
 FR0190'FOURTH TELEPHONE POLE EAST OF THE MILEPOST, 12.8 FEET NORTH OF A
 FR0190'FENCE, 1.7 FEET EAST OF A WITNESS POST, AND ABOUT 2 LOWER THAN THE
 FR0190'TRACK.
 FR0190
 FR0190                          STATION RECOVERY (1982)
 FR0190
 FR0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0313 ***********************************************************************
 FR0313  DESIGNATION -  D 386
 FR0313  PID         -  FR0313
 FR0313  STATE/COUNTY-  AZ/COCONINO
 FR0313  USGS QUAD   -  ROSE WELL CAMP WEST (1980)
 FR0313
 FR0313                         *CURRENT SURVEY CONTROL
 FR0313  ___________________________________________________________________
 FR0313* NAD 83(1986)-  35 37 44.     (N)    112 54 27.     (W)     SCALED    
 FR0313* NAVD 88     -      1880.756  (meters)    6170.45   (feet)  POSTED    
 FR0313  ___________________________________________________________________
 FR0313  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 FR0313  DYNAMIC HT  -        1878.260 (meters)    6162.26  (feet)  COMP
 FR0313  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 FR0313
 FR0313  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0313
 FR0313.The horizontal coordinates were scaled from a topographic map and have
 FR0313.an estimated accuracy of +/- 6 seconds.
 FR0313
 FR0313.The orthometric height was determined by differential leveling
 FR0313.and adjusted by the  in 1992.
 FR0313.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0313.rate of 0.0 thru 1.0 mm/km.
 FR0313
 FR0313.The geoid height was determined by GEOID03.
 FR0313
 FR0313.The dynamic height is computed by dividing the NAVD 88
 FR0313.geopotential number by the normal gravity value computed on the
 FR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0313.degrees latitude (g = 980.6199 gals.).
 FR0313
 FR0313.The modeled gravity was interpolated from observed gravity values.
 FR0313
 FR0313;                    North         East    Units  Estimated Accuracy
 FR0313;SPC AZ C     -   513,790.      123,610.      MT  (+/- 180 meters Scaled)
 FR0313
 FR0313                          SUPERSEDED SURVEY CONTROL
 FR0313
 FR0313  NGVD 29 (??/??/92) 1879.848  (m)         6167.47   (f) ADJ UNCH    2 0
 FR0313
 FR0313.Superseded values are not recommended for survey control.
 FR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0313.See file dsdata.txt to determine how the superseded data were derived.
 FR0313
 FR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE272444(NAD 83)
 FR0313_MARKER: DB = BENCH MARK DISK
 FR0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0313_SP_SET: ROD
 FR0313_STAMPING: D 386 1968
 FR0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0313
 FR0313  HISTORY     - Date     Condition        Report By
 FR0313  HISTORY     - 1968     MONUMENTED       CGS
 FR0313
 FR0313                          STATION DESCRIPTION
 FR0313
 FR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0313'24.95 MI N FROM SELIGMAN.
 FR0313'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0313'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0313'THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD, 0.6 MILE SOUTH OF A
 FR0313'36-INCH PIPE CULVERT, ON THE TOP OF A SMALL RIDGE, 43.5 FEET WEST OF
 FR0313'THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 2
 FR0313'FEET HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0313'COATED ROD.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG
 FR0313'PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0065 ***********************************************************************
 FR0065  DESIGNATION -  D 387
 FR0065  PID         -  FR0065
 FR0065  STATE/COUNTY-  AZ/COCONINO
 FR0065  USGS QUAD   -  HOWARD HILL (1979)
 FR0065
 FR0065                         *CURRENT SURVEY CONTROL
 FR0065  ___________________________________________________________________
 FR0065* NAD 83(1986)-  35 45 01.     (N)    112 16 26.     (W)     SCALED    
 FR0065* NAVD 88     -      1761.009  (meters)    5777.58   (feet)  POSTED    
 FR0065  ___________________________________________________________________
 FR0065  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0065  DYNAMIC HT  -        1758.710 (meters)    5770.03  (feet)  COMP
 FR0065  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 FR0065
 FR0065  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0065
 FR0065.The horizontal coordinates were scaled from a topographic map and have
 FR0065.an estimated accuracy of +/- 6 seconds.
 FR0065
 FR0065.The orthometric height was determined by differential leveling
 FR0065.and adjusted by the  in 1992.
 FR0065.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0065.rate of 0.0 thru 1.0 mm/km.
 FR0065
 FR0065.The geoid height was determined by GEOID03.
 FR0065
 FR0065.The dynamic height is computed by dividing the NAVD 88
 FR0065.geopotential number by the normal gravity value computed on the
 FR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0065.degrees latitude (g = 980.6199 gals.).
 FR0065
 FR0065.The modeled gravity was interpolated from observed gravity values.
 FR0065
 FR0065;                    North         East    Units  Estimated Accuracy
 FR0065;SPC AZ C     -   526,870.      181,050.      MT  (+/- 180 meters Scaled)
 FR0065
 FR0065                          SUPERSEDED SURVEY CONTROL
 FR0065
 FR0065  NGVD 29 (??/??/92) 1760.158  (m)         5774.78   (f) ADJ UNCH    2 0
 FR0065
 FR0065.Superseded values are not recommended for survey control.
 FR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0065.See file dsdata.txt to determine how the superseded data were derived.
 FR0065
 FR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE848569(NAD 83)
 FR0065_MARKER: DB = BENCH MARK DISK
 FR0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0065_SP_SET: FOUNDATION
 FR0065_STAMPING: D 387 1968
 FR0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0065
 FR0065  HISTORY     - Date     Condition        Report By
 FR0065  HISTORY     - 1968     MONUMENTED       CGS
 FR0065
 FR0065                          STATION DESCRIPTION
 FR0065
 FR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0065'1.25 MI SW FROM WILLAHA.
 FR0065'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0065'THE SIDING SIGN AT WILLAHA, THENCE 0.45 MILE WEST ALONG A ROAD ALONG A
 FR0065'STEEL TOWER POWER TRANSMISSION LINE, 2 TOWERS WEST OF BENCH MARK 5806
 FR0065'(USGS) AND THE RAILROAD, IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 FR0065'SOUTHEAST STEEL LEG OF TOWER 762, 108 FEET WEST OF THE CENTER LINE OF
 FR0065'THE ROAD, AND ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0338 ***********************************************************************
 FR0338  DESIGNATION -  D 388
 FR0338  PID         -  FR0338
 FR0338  STATE/COUNTY-  AZ/COCONINO
 FR0338  USGS QUAD   -  TIN HOUSE (1980)
 FR0338
 FR0338                         *CURRENT SURVEY CONTROL
 FR0338  ___________________________________________________________________
 FR0338* NAD 83(1986)-  35 42 51.     (N)    112 36 49.     (W)     SCALED    
 FR0338* NAVD 88     -      1695.962  (meters)    5564.17   (feet)  POSTED    
 FR0338  ___________________________________________________________________
 FR0338  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FR0338  DYNAMIC HT  -        1693.780 (meters)    5557.01  (feet)  COMP
 FR0338  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 FR0338
 FR0338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0338
 FR0338.The horizontal coordinates were scaled from a topographic map and have
 FR0338.an estimated accuracy of +/- 6 seconds.
 FR0338
 FR0338.The orthometric height was determined by differential leveling
 FR0338.and adjusted by the  in 1992.
 FR0338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0338.rate of 0.0 thru 1.0 mm/km.
 FR0338
 FR0338.The geoid height was determined by GEOID03.
 FR0338
 FR0338.The dynamic height is computed by dividing the NAVD 88
 FR0338.geopotential number by the normal gravity value computed on the
 FR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0338.degrees latitude (g = 980.6199 gals.).
 FR0338
 FR0338.The modeled gravity was interpolated from observed gravity values.
 FR0338
 FR0338;                    North         East    Units  Estimated Accuracy
 FR0338;SPC AZ C     -   523,030.      150,300.      MT  (+/- 180 meters Scaled)
 FR0338
 FR0338                          SUPERSEDED SURVEY CONTROL
 FR0338
 FR0338  NGVD 29 (??/??/92) 1695.120  (m)         5561.41   (f) ADJ UNCH    2 0
 FR0338
 FR0338.Superseded values are not recommended for survey control.
 FR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0338.See file dsdata.txt to determine how the superseded data were derived.
 FR0338
 FR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE540534(NAD 83)
 FR0338_MARKER: DB = BENCH MARK DISK
 FR0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0338_SP_SET: FOUNDATIION
 FR0338_STAMPING: D 388 1968
 FR0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0338
 FR0338  HISTORY     - Date     Condition        Report By
 FR0338  HISTORY     - 1968     MONUMENTED       CGS
 FR0338
 FR0338                          STATION DESCRIPTION
 FR0338
 FR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0338'20.95 MI W FROM WILLAHA.
 FR0338'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0338'THE SIDING SIGN AT WILLAHA, THENCE 20.15 MILES WEST ALONG A STEEL
 FR0338'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK C 388, IN THE TOP OF THE
 FR0338'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 824, 49 FEET
 FR0338'SOUTH OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0338'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0358 ***********************************************************************
 FR0358  DESIGNATION -  D 389
 FR0358  PID         -  FR0358
 FR0358  STATE/COUNTY-  AZ/COCONINO
 FR0358  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0358
 FR0358                         *CURRENT SURVEY CONTROL
 FR0358  ___________________________________________________________________
 FR0358* NAD 83(1986)-  35 50 44.     (N)    112 44 03.     (W)     SCALED    
 FR0358* NAVD 88     -      1731.258  (meters)    5679.97   (feet)  POSTED    
 FR0358  ___________________________________________________________________
 FR0358  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FR0358  DYNAMIC HT  -        1729.040 (meters)    5672.69  (feet)  COMP
 FR0358  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 FR0358
 FR0358  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0358
 FR0358.The horizontal coordinates were scaled from a topographic map and have
 FR0358.an estimated accuracy of +/- 6 seconds.
 FR0358
 FR0358.The orthometric height was determined by differential leveling
 FR0358.and adjusted by the  in 1992.
 FR0358.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0358.was located on a no-check spur therefore a value was not computed.
 FR0358.No vertical observational check was made to the station.
 FR0358
 FR0358.The geoid height was determined by GEOID03.
 FR0358
 FR0358.The dynamic height is computed by dividing the NAVD 88
 FR0358.geopotential number by the normal gravity value computed on the
 FR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0358.degrees latitude (g = 980.6199 gals.).
 FR0358
 FR0358.The modeled gravity was interpolated from observed gravity values.
 FR0358
 FR0358;                    North         East    Units  Estimated Accuracy
 FR0358;SPC AZ C     -   537,690.      139,510.      MT  (+/- 180 meters Scaled)
 FR0358
 FR0358                          SUPERSEDED SURVEY CONTROL
 FR0358
 FR0358  NGVD 29 (??/??/92) 1730.385  (m)         5677.10   (f) ADJ UNCH    2 0
 FR0358
 FR0358.Superseded values are not recommended for survey control.
 FR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0358.See file dsdata.txt to determine how the superseded data were derived.
 FR0358
 FR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE433682(NAD 83)
 FR0358_MARKER: DB = BENCH MARK DISK
 FR0358_SETTING: 66 = SET IN ROCK OUTCROP
 FR0358_SP_SET: OUTCROP
 FR0358_STAMPING: D 389 1968
 FR0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0358+STABILITY: POSITION/ELEVATION WELL
 FR0358
 FR0358  HISTORY     - Date     Condition        Report By
 FR0358  HISTORY     - 1968     MONUMENTED       CGS
 FR0358
 FR0358                          STATION DESCRIPTION
 FR0358
 FR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0358'36.2 MI NW FROM WILLAHA.
 FR0358'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0358'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0358'TOWER POWER LINE, THENCE 11.75 MILES NORTH ALONG A TRACK ROAD, 0.3
 FR0358'MILE SOUTH OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, 0.15 MILE
 FR0358'SOUTH OF THE JUNCTION OF A DIM TRACK ROAD NORTHWEST, IN THE TOP OF THE
 FR0358'LEDGE OF A LARGE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 FR0358'165 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF A
 FR0358'WITNESS POST, AND ABOUT 10 1/2 FEET HIGHER THEN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0815 ***********************************************************************
 CZ0815  DESIGNATION -  D 39 RESET
 CZ0815  PID         -  CZ0815
 CZ0815  STATE/COUNTY-  AZ/PIMA
 CZ0815  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0815
 CZ0815                         *CURRENT SURVEY CONTROL
 CZ0815  ___________________________________________________________________
 CZ0815* NAD 83(1986)-  32 08 01.     (N)    111 10 24.     (W)     SCALED    
 CZ0815* NAVD 88     -       739.25   (+/-2cm)    2425.4    (feet)  VERTCON   
 CZ0815  ___________________________________________________________________
 CZ0815  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0815  VERT ORDER  -  THIRD (See Below)
 CZ0815
 CZ0815.The horizontal coordinates were scaled from a topographic map and have
 CZ0815.an estimated accuracy of +/- 6 seconds.
 CZ0815
 CZ0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0815.The vertical order pertains to the NGVD 29 superseded value.
 CZ0815
 CZ0815.The geoid height was determined by GEOID03.
 CZ0815
 CZ0815;                    North         East    Units  Estimated Accuracy
 CZ0815;SPC AZ C     -   125,920.      283,490.      MT  (+/- 180 meters Scaled)
 CZ0815
 CZ0815                          SUPERSEDED SURVEY CONTROL
 CZ0815
 CZ0815  NGVD 29 (03/28/06)  738.56   (m)         2423.1    (f) RESET       3  
 CZ0815
 CZ0815.Superseded values are not recommended for survey control.
 CZ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0815.See file dsdata.txt to determine how the superseded data were derived.
 CZ0815
 CZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA836552(NAD 83)
 CZ0815_MARKER: DB = BENCH MARK DISK
 CZ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0815_STAMPING: D 39 RESET 1935
 CZ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0815+STABILITY: SURFACE MOTION
 CZ0815
 CZ0815  HISTORY     - Date     Condition        Report By
 CZ0815  HISTORY     - 1935     MONUMENTED       AZHD
 CZ0815  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0815
 CZ0815                          STATION DESCRIPTION
 CZ0815
 CZ0815'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0815'13.0 MI SW FROM TUCSON.
 CZ0815'13.0 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0815'HOSPITAL AT TUCSON, PIMA COUNTY, 0.6 MILE WEST OF AN ABANDONED SERVICE
 CZ0815'STATION (IN 1935), 500 FEET WEST OF A CONCRETE CULVERT, 81 FEET NORTH
 CZ0815'OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET NORTH OF A ROW OF POLES.
 CZ0815'A STANDARD DISK, STAMPED D 39 RESET 1935 AND SET IN THE TOP OF A
 CZ0815'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0051 ***********************************************************************
 EU0051  DESIGNATION -  D 391
 EU0051  PID         -  EU0051
 EU0051  STATE/COUNTY-  AZ/MOHAVE
 EU0051  USGS QUAD   -  FRANCONIA (1970)
 EU0051
 EU0051                         *CURRENT SURVEY CONTROL
 EU0051  ___________________________________________________________________
 EU0051* NAD 83(1986)-  34 43 50.     (N)    114 17 16.     (W)     SCALED    
 EU0051* NAVD 88     -       322.57   (+/-2cm)    1058.3    (feet)  VERTCON   
 EU0051  ___________________________________________________________________
 EU0051  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EU0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0051
 EU0051.The horizontal coordinates were scaled from a topographic map and have
 EU0051.an estimated accuracy of +/- 6 seconds.
 EU0051
 EU0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0051.The vertical order pertains to the NGVD 29 superseded value.
 EU0051
 EU0051.The geoid height was determined by GEOID03.
 EU0051
 EU0051;                    North         East    Units  Estimated Accuracy
 EU0051;SPC AZ W     -   413,830.      164,110.      MT  (+/- 180 meters Scaled)
 EU0051
 EU0051                          SUPERSEDED SURVEY CONTROL
 EU0051
 EU0051  NGVD 29 (??/??/??)  321.890  (m)         1056.07   (f) ADJUSTED    2 0
 EU0051
 EU0051.Superseded values are not recommended for survey control.
 EU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0051.See file dsdata.txt to determine how the superseded data were derived.
 EU0051
 EU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU483465(NAD 83)
 EU0051_MARKER: DB = BENCH MARK DISK
 EU0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0051_SP_SET: BRIDGE CURB
 EU0051_STAMPING: D 391 1961
 EU0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0051
 EU0051  HISTORY     - Date     Condition        Report By
 EU0051  HISTORY     - 1961     MONUMENTED       CGS
 EU0051  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0051
 EU0051                          STATION DESCRIPTION
 EU0051
 EU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0051'11.7 MI E FROM TOPOCK.
 EU0051'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0051'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER IN TOPOCK,
 EU0051'SET IN TOP OF THE EAST END OF THE NORTH CURB OF A 135 FOOT
 EU0051'CONCRETE BRIDGE WITH 5 OPENINGS, 6 FEET WEST OF THE EAST END
 EU0051'OF THE CURB, 15 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND
 EU0051'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EU0051
 EU0051                          STATION RECOVERY (1981)
 EU0051
 EU0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0051'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0576 ***********************************************************************
 FR0576  DESIGNATION -  D 392
 FR0576  PID         -  FR0576
 FR0576  STATE/COUNTY-  AZ/MOHAVE
 FR0576  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0576
 FR0576                         *CURRENT SURVEY CONTROL
 FR0576  ___________________________________________________________________
 FR0576* NAD 83(1986)-  35 09 27.     (N)    113 37 22.     (W)     SCALED    
 FR0576* NAVD 88     -      1106.926  (meters)    3631.64   (feet)  POSTED    
 FR0576  ___________________________________________________________________
 FR0576  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FR0576  DYNAMIC HT  -        1105.570 (meters)    3627.19  (feet)  COMP
 FR0576  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 FR0576
 FR0576  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0576
 FR0576.The horizontal coordinates were scaled from a topographic map and have
 FR0576.an estimated accuracy of +/- 6 seconds.
 FR0576
 FR0576.The orthometric height was determined by differential leveling
 FR0576.and adjusted by the  in 1992.
 FR0576.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0576.rate of 0.0 thru 1.0 mm/km.
 FR0576
 FR0576.The geoid height was determined by GEOID03.
 FR0576
 FR0576.The dynamic height is computed by dividing the NAVD 88
 FR0576.geopotential number by the normal gravity value computed on the
 FR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0576.degrees latitude (g = 980.6199 gals.).
 FR0576
 FR0576.The modeled gravity was interpolated from observed gravity values.
 FR0576
 FR0576;                    North         East    Units  Estimated Accuracy
 FR0576;SPC AZ W     -   461,070.      224,950.      MT  (+/- 180 meters Scaled)
 FR0576
 FR0576                          SUPERSEDED SURVEY CONTROL
 FR0576
 FR0576  NGVD 29 (??/??/92) 1106.108  (m)         3628.96   (f) ADJ UNCH    2 0
 FR0576
 FR0576.Superseded values are not recommended for survey control.
 FR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0576.See file dsdata.txt to determine how the superseded data were derived.
 FR0576
 FR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD610936(NAD 83)
 FR0576_MARKER: DB = BENCH MARK DISK
 FR0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0576_STAMPING: D 392 1962
 FR0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0576+STABILITY: SURFACE MOTION
 FR0576
 FR0576  HISTORY     - Date     Condition        Report By
 FR0576  HISTORY     - 1962     MONUMENTED       CGS
 FR0576
 FR0576                          STATION DESCRIPTION
 FR0576
 FR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0576'30.05 MI NE FROM KINGMAN.
 FR0576'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0576'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0576'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0576'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILE SOUTH OF
 FR0576'THE JUNCTION OF A DIRT ROAD LEADING EAST TO MILLERS RANCH, THENCE 0.85
 FR0576'MILE EAST ALONG THE PIPE LINE TO WHERE A LINE OF TELEPHONE POLES
 FR0576'CROSSES THE PIPE LINE, 154 FEET NORTH OF THE CENTER OF THE PIPE LINE
 FR0576'ROAD, 9.7 FEET WEST OF TELEPHONE POLE NO. 17200, 5.3 FEET EAST OF A
 FR0576'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE PIPE LINE
 FR0576'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0448 ***********************************************************************
 FR0448  DESIGNATION -  D 393
 FR0448  PID         -  FR0448
 FR0448  STATE/COUNTY-  AZ/YAVAPAI
 FR0448  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0448
 FR0448                         *CURRENT SURVEY CONTROL
 FR0448  ___________________________________________________________________
 FR0448* NAD 83(1986)-  35 13 36.     (N)    113 14 30.     (W)     SCALED    
 FR0448* NAVD 88     -      1622.546  (meters)    5323.30   (feet)  POSTED    
 FR0448  ___________________________________________________________________
 FR0448  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0448  DYNAMIC HT  -        1620.400 (meters)    5316.26  (feet)  COMP
 FR0448  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 FR0448
 FR0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0448
 FR0448.The horizontal coordinates were scaled from a topographic map and have
 FR0448.an estimated accuracy of +/- 6 seconds.
 FR0448
 FR0448.The orthometric height was determined by differential leveling
 FR0448.and adjusted by the  in 1992.
 FR0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0448.rate of 0.0 thru 1.0 mm/km.
 FR0448
 FR0448.The geoid height was determined by GEOID03.
 FR0448
 FR0448.The dynamic height is computed by dividing the NAVD 88
 FR0448.geopotential number by the normal gravity value computed on the
 FR0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0448.degrees latitude (g = 980.6199 gals.).
 FR0448
 FR0448.The modeled gravity was interpolated from observed gravity values.
 FR0448
 FR0448;                    North         East    Units  Estimated Accuracy
 FR0448;SPC AZ C     -   469,520.       92,750.      MT  (+/- 180 meters Scaled)
 FR0448
 FR0448                          SUPERSEDED SURVEY CONTROL
 FR0448
 FR0448  NGVD 29 (??/??/92) 1621.639  (m)         5320.33   (f) ADJ UNCH    2 0
 FR0448
 FR0448.Superseded values are not recommended for survey control.
 FR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0448.See file dsdata.txt to determine how the superseded data were derived.
 FR0448
 FR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE959004(NAD 83)
 FR0448_MARKER: DB = BENCH MARK DISK
 FR0448_SETTING: 66 = SET IN ROCK OUTCROP
 FR0448_SP_SET: BEDROCK
 FR0448_STAMPING: D 393 1962
 FR0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0448+STABILITY: POSITION/ELEVATION WELL
 FR0448
 FR0448  HISTORY     - Date     Condition        Report By
 FR0448  HISTORY     - 1962     MONUMENTED       CGS
 FR0448
 FR0448                          STATION DESCRIPTION
 FR0448
 FR0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0448'23.8 MI W FROM SELIGMAN.
 FR0448'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0448'ITS STATION AT SELIGMAN, THENCE 20.8 MILES WEST ALONG A GRAVEL AND
 FR0448'DIRT ROAD, ABOUT 0.10 MILE EAST OF THE PIPE LINE CROSSING, 124 FEET
 FR0448'SOUTH OF THE CENTER OF THE ROAD, 72 FEET NORTH OF THE CENTER OF THE
 FR0448'PIPE LINE, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE
 FR0448'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A 1 BY 2 FOOT BEDROCK
 FR0448'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0223 ***********************************************************************
 FR0223  DESIGNATION -  D 394
 FR0223  PID         -  FR0223
 FR0223  STATE/COUNTY-  AZ/YAVAPAI
 FR0223  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0223
 FR0223                         *CURRENT SURVEY CONTROL
 FR0223  ___________________________________________________________________
 FR0223* NAD 83(1986)-  35 18 05.     (N)    112 45 51.     (W)     SCALED    
 FR0223* NAVD 88     -      1732.308  (meters)    5683.41   (feet)  ADJUSTED  
 FR0223  ___________________________________________________________________
 FR0223  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FR0223  DYNAMIC HT  -        1729.985 (meters)    5675.79  (feet)  COMP
 FR0223  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 FR0223
 FR0223  VERT ORDER  -  FIRST     CLASS II
 FR0223
 FR0223.The horizontal coordinates were scaled from a topographic map and have
 FR0223.an estimated accuracy of +/- 6 seconds.
 FR0223
 FR0223.The orthometric height was determined by differential leveling
 FR0223.and adjusted in June 1991.
 FR0223
 FR0223.The geoid height was determined by GEOID03.
 FR0223
 FR0223.The dynamic height is computed by dividing the NAVD 88
 FR0223.geopotential number by the normal gravity value computed on the
 FR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0223.degrees latitude (g = 980.6199 gals.).
 FR0223
 FR0223.The modeled gravity was interpolated from observed gravity values.
 FR0223
 FR0223;                    North         East    Units  Estimated Accuracy
 FR0223;SPC AZ C     -   477,340.      136,290.      MT  (+/- 180 meters Scaled)
 FR0223
 FR0223                          SUPERSEDED SURVEY CONTROL
 FR0223
 FR0223  NGVD 29 (??/??/92) 1731.387  (m)         5680.39   (f) ADJ UNCH    1 2
 FR0223
 FR0223.Superseded values are not recommended for survey control.
 FR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0223.See file dsdata.txt to determine how the superseded data were derived.
 FR0223
 FR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE396078(NAD 83)
 FR0223_MARKER: DB = BENCH MARK DISK
 FR0223_SETTING: 66 = SET IN ROCK OUTCROP
 FR0223_SP_SET: SET IN ROCK OUTCROP
 FR0223_STAMPING: D 394 1962
 FR0223_MARK LOGO: CGS   
 FR0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0223+STABILITY: POSITION/ELEVATION WELL
 FR0223
 FR0223  HISTORY     - Date     Condition        Report By
 FR0223  HISTORY     - 1962     MONUMENTED       CGS
 FR0223  HISTORY     - 1982     GOOD             NGS
 FR0223
 FR0223                          STATION DESCRIPTION
 FR0223
 FR0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0223'6.7 MI E FROM SELIGMAN.
 FR0223'6.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE A.T. AND S.F. RAILWAY
 FR0223'STATION AT SELIGMAN, NEAR THE JUNCTION OF A TRACK ROAD LEADING SOUTH,
 FR0223'95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 43 FEET WEST
 FR0223'NORTHWEST OF A TELEPHONE POLE NO. 13493, 31 FEET NORTH OF A TELEPHONE
 FR0223'POLE NO. 4, 2.4 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 FR0223'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A BOULDER 3 BY 4 FEET
 FR0223'PROJECTING 18 INCHES.
 FR0223
 FR0223                          STATION RECOVERY (1982)
 FR0223
 FR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1103 ***********************************************************************
 DV1103  DESIGNATION -  D 396 13
 DV1103  PID         -  DV1103
 DV1103  STATE/COUNTY-  AZ/LA PAZ
 DV1103  USGS QUAD   -  VICKSBURG (1990)
 DV1103
 DV1103                         *CURRENT SURVEY CONTROL
 DV1103  ___________________________________________________________________
 DV1103* NAD 83(1986)-  33 38 07.     (N)    113 48 07.     (W)     SCALED    
 DV1103* NAVD 88     -       365.06   (+/-2cm)    1197.7    (feet)  VERTCON   
 DV1103  ___________________________________________________________________
 DV1103  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1103
 DV1103.The horizontal coordinates were scaled from a topographic map and have
 DV1103.an estimated accuracy of +/- 6 seconds.
 DV1103
 DV1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1103.The vertical order pertains to the NGVD 29 superseded value.
 DV1103
 DV1103.The geoid height was determined by GEOID03.
 DV1103
 DV1103;                    North         East    Units  Estimated Accuracy
 DV1103;SPC AZ W     -   292,210.      208,540.      MT  (+/- 180 meters Scaled)
 DV1103
 DV1103                          SUPERSEDED SURVEY CONTROL
 DV1103
 DV1103  NGVD 29 (??/??/92)  364.389  (m)         1195.50   (f) ADJ UNCH    2 0
 DV1103
 DV1103.Superseded values are not recommended for survey control.
 DV1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1103.See file dsdata.txt to determine how the superseded data were derived.
 DV1103
 DV1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC401252(NAD 83)
 DV1103_MARKER: DB = BENCH MARK DISK
 DV1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1103_STAMPING: D 396 13 1962
 DV1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1103+STABILITY: SURFACE MOTION
 DV1103
 DV1103  HISTORY     - Date     Condition        Report By
 DV1103  HISTORY     - 1962     MONUMENTED       CGS
 DV1103
 DV1103                          STATION DESCRIPTION
 DV1103
 DV1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1103'11.7 MI SW FROM HOPE.
 DV1103'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1103'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1103'2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1103'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.3 FEET NORTHWEST
 DV1103'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1103'1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0509 ***********************************************************************
 CZ0509  DESIGNATION -  D 399
 CZ0509  PID         -  CZ0509
 CZ0509  STATE/COUNTY-  AZ/PIMA
 CZ0509  USGS QUAD   -  MARANA (1992)
 CZ0509
 CZ0509                         *CURRENT SURVEY CONTROL
 CZ0509  ___________________________________________________________________
 CZ0509* NAD 83(1986)-  32 25 28.     (N)    111 09 07.     (W)     SCALED    
 CZ0509* NAVD 88     -       625.39   (+/-2cm)    2051.8    (feet)  VERTCON   
 CZ0509  ___________________________________________________________________
 CZ0509  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0509
 CZ0509.The horizontal coordinates were scaled from a topographic map and have
 CZ0509.an estimated accuracy of +/- 6 seconds.
 CZ0509
 CZ0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0509.The vertical order pertains to the NGVD 29 superseded value.
 CZ0509
 CZ0509.The geoid height was determined by GEOID03.
 CZ0509
 CZ0509;                    North         East    Units  Estimated Accuracy
 CZ0509;SPC AZ C     -   158,190.      285,280.      MT  (+/- 180 meters Scaled)
 CZ0509
 CZ0509                          SUPERSEDED SURVEY CONTROL
 CZ0509
 CZ0509  NGVD 29 (??/??/92)  624.774  (m)         2049.78   (f) ADJ UNCH    2 0
 CZ0509
 CZ0509.Superseded values are not recommended for survey control.
 CZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0509.See file dsdata.txt to determine how the superseded data were derived.
 CZ0509
 CZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA857874(NAD 83)
 CZ0509_MARKER: DB = BENCH MARK DISK
 CZ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0509_STAMPING: D 399 1962
 CZ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0509+STABILITY: SURFACE MOTION
 CZ0509
 CZ0509  HISTORY     - Date     Condition        Report By
 CZ0509  HISTORY     - 1962     MONUMENTED       CGS
 CZ0509
 CZ0509                          STATION DESCRIPTION
 CZ0509
 CZ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0509'1.7 MI N FROM RILLITO.
 CZ0509'FROM THE RAILROAD STATION AT RILLITO GO NORTHWEST ON STATE HIGHWAY 84
 CZ0509'FOR 1.1 MILES, THENCE EAST ON AN OILED ROAD FOR 0.6 MILE.  THE MARK IS
 CZ0509'47 FEET NORTH OF THE CENTER OF AN OILED ROAD, 4 FEET NORTH OF A POWER
 CZ0509'POLE, 3.5 FEET SOUTH OF AN EAST-WEST FENCE, 3 FEET SOUTHEAST OF A
 CZ0509'METAL WITNESS POST WITH SIGN, AND SET IN THE TOP OF A CYLINDRICAL
 CZ0509'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0244 ***********************************************************************
 CY0244  DESIGNATION -  D 40
 CY0244  PID         -  CY0244
 CY0244  STATE/COUNTY-  AZ/GREENLEE
 CY0244  USGS QUAD   -  GUTHRIE (1986)
 CY0244
 CY0244                         *CURRENT SURVEY CONTROL
 CY0244  ___________________________________________________________________
 CY0244* NAD 83(1986)-  32 59 41.     (N)    109 17 18.     (W)     SCALED    
 CY0244* NAVD 88     -      1164.298  (meters)    3819.87   (feet)  ADJUSTED  
 CY0244  ___________________________________________________________________
 CY0244  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CY0244  DYNAMIC HT  -        1162.626 (meters)    3814.38  (feet)  COMP
 CY0244  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 CY0244
 CY0244  VERT ORDER  -  SECOND    CLASS 0
 CY0244
 CY0244.The horizontal coordinates were scaled from a topographic map and have
 CY0244.an estimated accuracy of +/- 6 seconds.
 CY0244
 CY0244.The orthometric height was determined by differential leveling
 CY0244.and adjusted in June 1991.
 CY0244
 CY0244.The geoid height was determined by GEOID03.
 CY0244
 CY0244.The dynamic height is computed by dividing the NAVD 88
 CY0244.geopotential number by the normal gravity value computed on the
 CY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0244.degrees latitude (g = 980.6199 gals.).
 CY0244
 CY0244.The modeled gravity was interpolated from observed gravity values.
 CY0244
 CY0244;                    North         East    Units  Estimated Accuracy
 CY0244;SPC AZ E     -   221,510.      295,440.      MT  (+/- 180 meters Scaled)
 CY0244
 CY0244                          SUPERSEDED SURVEY CONTROL
 CY0244
 CY0244  NGVD 29 (??/??/92) 1163.578  (m)         3817.51   (f) ADJ UNCH    2 0
 CY0244
 CY0244.Superseded values are not recommended for survey control.
 CY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0244.See file dsdata.txt to determine how the superseded data were derived.
 CY0244
 CY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB599520(NAD 83)
 CY0244_MARKER: DB = BENCH MARK DISK
 CY0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0244_SP_SET: GUARD RAIL
 CY0244_STAMPING: D 40 1934
 CY0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0244
 CY0244  HISTORY     - Date     Condition        Report By
 CY0244  HISTORY     - 1934     MONUMENTED       CGS
 CY0244
 CY0244                          STATION DESCRIPTION
 CY0244
 CY0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0244'8.8 MI S FROM CLIFTON.
 CY0244'8.8 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 2.2 MILES
 CY0244'SOUTH WEST OF INTERSECTION WITH CUT OFF TO STATE HWY. NO.75, 10 FT.
 CY0244'WEST OF CENTER LINE OF HWY., IN NORTH END OF NORTH WEST CONCRETE GUARD
 CY0244'RAIL OF OVERHEAD RAILROAD CROSSING 3 FT. ABOVE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0109 ***********************************************************************
 GP0109  DESIGNATION -  D 402
 GP0109  PID         -  GP0109
 GP0109  STATE/COUNTY-  AZ/COCONINO
 GP0109  USGS QUAD   -  PAGE (1985)
 GP0109
 GP0109                         *CURRENT SURVEY CONTROL
 GP0109  ___________________________________________________________________
 GP0109* NAD 83(1986)-  36 54 30.     (N)    111 29 03.     (W)     SCALED    
 GP0109* NAVD 88     -      1236.853  (meters)    4057.91   (feet)  ADJUSTED  
 GP0109  ___________________________________________________________________
 GP0109  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0109  DYNAMIC HT  -        1235.442 (meters)    4053.28  (feet)  COMP
 GP0109  MODELED GRAV-     979,448.5   (mgal)                       NAVD 88
 GP0109
 GP0109  VERT ORDER  -  FIRST     CLASS II
 GP0109
 GP0109.The horizontal coordinates were scaled from a topographic map and have
 GP0109.an estimated accuracy of +/- 6 seconds.
 GP0109
 GP0109.The orthometric height was determined by differential leveling
 GP0109.and adjusted in June 1991.
 GP0109
 GP0109.The geoid height was determined by GEOID03.
 GP0109
 GP0109.The dynamic height is computed by dividing the NAVD 88
 GP0109.geopotential number by the normal gravity value computed on the
 GP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0109.degrees latitude (g = 980.6199 gals.).
 GP0109
 GP0109.The modeled gravity was interpolated from observed gravity values.
 GP0109
 GP0109;                    North         East    Units  Estimated Accuracy
 GP0109;SPC AZ C     -   655,390.      251,900.      MT  (+/- 180 meters Scaled)
 GP0109
 GP0109                          SUPERSEDED SURVEY CONTROL
 GP0109
 GP0109  NGVD 29 (??/??/92) 1235.968  (m)         4055.01   (f) ADJ UNCH    1 2
 GP0109
 GP0109.Superseded values are not recommended for survey control.
 GP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0109.See file dsdata.txt to determine how the superseded data were derived.
 GP0109
 GP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568848(NAD 83)
 GP0109_MARKER: DB = BENCH MARK DISK
 GP0109_SETTING: 66 = SET IN ROCK OUTCROP
 GP0109_SP_SET: SANDSTONE OUTCROP
 GP0109_STAMPING: D 402 1962
 GP0109_MARK LOGO: CGS   
 GP0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0109+STABILITY: POSITION/ELEVATION WELL
 GP0109
 GP0109  HISTORY     - Date     Condition        Report By
 GP0109  HISTORY     - 1962     MONUMENTED       CGS
 GP0109  HISTORY     - 1983     GOOD             NGS
 GP0109
 GP0109                          STATION DESCRIPTION
 GP0109
 GP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0109'2.4 MI W FROM PAGE.
 GP0109'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0109'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.1 MILE WEST ALONG
 GP0109'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT, ABOUT 504
 GP0109'FEET WEST OF THE CENTERLINE OF HIGHWAY 89, ABOUT 436 FEET SOUTH OF THE
 GP0109'CENTERLINE OF THE ASPHALT ROAD, 278 FEET NORTHEAST OF THE CENTER OF A
 GP0109'WASH, 269 FEET WEST OF A ROW OF TELEPHONE POLES, 7.5 FEET
 GP0109'NORTH-NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 GP0109'SANDSTONE OUTCROP.
 GP0109
 GP0109                          STATION RECOVERY (1983)
 GP0109
 GP0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1261 ***********************************************************************
 DU1261  DESIGNATION -  D 403
 DU1261  PID         -  DU1261
 DU1261  STATE/COUNTY-  AZ/GILA
 DU1261  USGS QUAD   -  GLOBE (1982)
 DU1261
 DU1261                         *CURRENT SURVEY CONTROL
 DU1261  ___________________________________________________________________
 DU1261* NAD 83(1986)-  33 26 45.     (N)    110 50 00.     (W)     SCALED    
 DU1261* NAVD 88     -       985.889  (meters)    3234.54   (feet)  ADJUSTED  
 DU1261  ___________________________________________________________________
 DU1261  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1261  DYNAMIC HT  -         984.567 (meters)    3230.20  (feet)  COMP
 DU1261  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 DU1261
 DU1261  VERT ORDER  -  FIRST     CLASS II
 DU1261
 DU1261.The horizontal coordinates were scaled from a topographic map and have
 DU1261.an estimated accuracy of +/- 6 seconds.
 DU1261
 DU1261.The orthometric height was determined by differential leveling
 DU1261.and adjusted in June 1991.
 DU1261
 DU1261.The geoid height was determined by GEOID03.
 DU1261
 DU1261.The dynamic height is computed by dividing the NAVD 88
 DU1261.geopotential number by the normal gravity value computed on the
 DU1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1261.degrees latitude (g = 980.6199 gals.).
 DU1261
 DU1261.The modeled gravity was interpolated from observed gravity values.
 DU1261
 DU1261;                    North         East    Units  Estimated Accuracy
 DU1261;SPC AZ E     -   271,390.      151,380.      MT  (+/- 180 meters Scaled)
 DU1261
 DU1261                          SUPERSEDED SURVEY CONTROL
 DU1261
 DU1261.No superseded survey control is available for this station.
 DU1261
 DU1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC154007(NAD 83)
 DU1261_MARKER: DB = BENCH MARK DISK
 DU1261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1261_SP_SET: STAINLESS STEEL ROD
 DU1261_STAMPING: D 403 1979
 DU1261_PROJECTION: FLUSH
 DU1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1261_ROD/PIPE-DEPTH: 7.32 meters
 DU1261
 DU1261  HISTORY     - Date     Condition        Report By
 DU1261  HISTORY     - 1979     MONUMENTED       NGS
 DU1261  HISTORY     - 20050529 GOOD             USPSQD
 DU1261  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU1261
 DU1261                          STATION DESCRIPTION
 DU1261
 DU1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1261'6.6 MI NW FROM GLOBE.
 DU1261'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1261'COURTHOUSE IN GLOBE, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY
 DU1261'88 (APACHE TRAIL), 77.9 FEET WEST OF A FENCE, 29.0 FEET EAST OF THE
 DU1261'HIGHWAY, 4.6 FEET NORTH OF THE SOUTH END OF A GUARD RAIL AND 9.2 FEET
 DU1261'NORTH OF MILE MARKER NUMBER 271.  NOTE=ACCESS TO THE DISK IS THROUGH
 DU1261'A 4-INCH SCREWPLUG.
 DU1261'THE MARK IS 1.6 FT  NNE FROM A WITNESS POST.
 DU1261'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1261
 DU1261                          STATION RECOVERY (2005)
 DU1261
 DU1261'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1261'RECOVERED AS DESCRIBED.
 DU1261
 DU1261                          STATION RECOVERY (2006)
 DU1261
 DU1261'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1261'THE HIGHWAY WAS WIDENED AND RE-ALIGNED IN 2005. THE LANDMARKS HAVE
 DU1261'CHANGED, AND THE MILE MARKERS RE-NUMBERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0305 ***********************************************************************
 GP0305  DESIGNATION -  D 403
 GP0305  PID         -  GP0305
 GP0305  STATE/COUNTY-  AZ/COCONINO
 GP0305  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0305
 GP0305                         *CURRENT SURVEY CONTROL
 GP0305  ___________________________________________________________________
 GP0305* NAD 83(1986)-  36 39 01.     (N)    111 38 00.     (W)     SCALED    
 GP0305* NAVD 88     -      1692.780  (meters)    5553.73   (feet)  ADJUSTED  
 GP0305  ___________________________________________________________________
 GP0305  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 GP0305  DYNAMIC HT  -        1690.700 (meters)    5546.90  (feet)  COMP
 GP0305  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 GP0305
 GP0305  VERT ORDER  -  FIRST     CLASS II
 GP0305
 GP0305.The horizontal coordinates were scaled from a topographic map and have
 GP0305.an estimated accuracy of +/- 6 seconds.
 GP0305
 GP0305.The orthometric height was determined by differential leveling
 GP0305.and adjusted in June 1991.
 GP0305.WARNING-Repeat measurements at this control monument indicate possible
 GP0305.vertical movement.
 GP0305
 GP0305.The geoid height was determined by GEOID03.
 GP0305
 GP0305.The dynamic height is computed by dividing the NAVD 88
 GP0305.geopotential number by the normal gravity value computed on the
 GP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0305.degrees latitude (g = 980.6199 gals.).
 GP0305
 GP0305.The modeled gravity was interpolated from observed gravity values.
 GP0305
 GP0305;                    North         East    Units  Estimated Accuracy
 GP0305;SPC AZ C     -   626,700.      238,690.      MT  (+/- 180 meters Scaled)
 GP0305
 GP0305                          SUPERSEDED SURVEY CONTROL
 GP0305
 GP0305  NGVD 29 (??/??/92) 1691.736  (m)         5550.30   (f) ADJ UNCH    1 2
 GP0305
 GP0305.Superseded values are not recommended for survey control.
 GP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0305.See file dsdata.txt to determine how the superseded data were derived.
 GP0305
 GP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF433562(NAD 83)
 GP0305_MARKER: DB = BENCH MARK DISK
 GP0305_SETTING: 66 = SET IN ROCK OUTCROP
 GP0305_SP_SET: ROCK LEDGE
 GP0305_STAMPING: D 403 1962
 GP0305_MARK LOGO: CGS   
 GP0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0305+STABILITY: POSITION/ELEVATION WELL
 GP0305
 GP0305  HISTORY     - Date     Condition        Report By
 GP0305  HISTORY     - 1962     MONUMENTED       CGS
 GP0305  HISTORY     - 1978     GOOD             USGS
 GP0305  HISTORY     - 1983     GOOD             NGS
 GP0305  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0305
 GP0305                          STATION DESCRIPTION
 GP0305
 GP0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0305'2.2 MI NE FROM BITTER SPRINGS.
 GP0305'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0305'STATION AT BITTER SPRINGS.  THENCE 2.0 MILES NORTHEAST ALONG U.S.
 GP0305'HIGHWAY 89 LEADING TO PAGE, 0.15 MILE SOUTH OF A TELEPHONE LINE WHICH
 GP0305'CROSSES THE HIGHWAY, 94 FEET SOUTH OF HIGHWAY MILEPOST NUMBER 526,
 GP0305'17.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 2 1/2 FEET
 GP0305'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF ROCK LEDGE WHICH
 GP0305'PROTRUDES EAST AND OUT OF THE WEST BANK OF A HIGHWAY CUT.
 GP0305
 GP0305                          STATION RECOVERY (1978)
 GP0305
 GP0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0305'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT. 89 NEAR BITTER
 GP0305'SPRING, 2.0 MILES NE. OF ALONG HWY. 89 LEADING TO PAGE. REMAINDER OF
 GP0305'DESCRIPTION IS ADEQUATE.
 GP0305
 GP0305                          STATION RECOVERY (1983)
 GP0305
 GP0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0305'RECOVERED IN GOOD CONDITION.
 GP0305
 GP0305                          STATION RECOVERY (1993)
 GP0305
 GP0305'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1259 ***********************************************************************
 DU1259  DESIGNATION -  D 404
 DU1259  PID         -  DU1259
 DU1259  STATE/COUNTY-  AZ/GILA
 DU1259  USGS QUAD   -  GLOBE (1982)
 DU1259
 DU1259                         *CURRENT SURVEY CONTROL
 DU1259  ___________________________________________________________________
 DU1259* NAD 83(2007)-  33 25 06.86499(N)    110 49 34.90961(W)     ADJUSTED  
 DU1259* NAVD 88     -      1014.643  (meters)    3328.87   (feet)  ADJUSTED  
 DU1259  ___________________________________________________________________
 DU1259  EPOCH DATE  -        2007.00
 DU1259  X           -  -1,894,967.400 (meters)                     COMP
 DU1259  Y           -  -4,981,630.633 (meters)                     COMP
 DU1259  Z           -   3,493,343.470 (meters)                     COMP
 DU1259  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DU1259  ELLIP HEIGHT-         987.243 (meters)          (02/10/07) ADJUSTED
 DU1259  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU1259  DYNAMIC HT  -        1013.273 (meters)    3324.38  (feet)  COMP
 DU1259
 DU1259  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1259  Type    PID    Designation                      North   East  Ellip
 DU1259  -------------------------------------------------------------------
 DU1259  NETWORK DU1259 D 404                             0.41   0.35   1.35
 DU1259  -------------------------------------------------------------------
 DU1259  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 DU1259
 DU1259  VERT ORDER  -  FIRST     CLASS II
 DU1259
 DU1259.The horizontal coordinates were established by GPS observations
 DU1259.and adjusted by the National Geodetic Survey in February 2007.
 DU1259
 DU1259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1259.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1259.The horizontal coordinates are valid at the epoch date displayed above.
 DU1259.The epoch date for horizontal control is a decimal equivalence
 DU1259.of Year/Month/Day.
 DU1259
 DU1259.The orthometric height was determined by differential leveling
 DU1259.and adjusted in June 1991.
 DU1259
 DU1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1259
 DU1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1259
 DU1259.The ellipsoidal height was determined by GPS observations
 DU1259.and is referenced to NAD 83.
 DU1259
 DU1259.The geoid height was determined by GEOID03.
 DU1259
 DU1259.The dynamic height is computed by dividing the NAVD 88
 DU1259.geopotential number by the normal gravity value computed on the
 DU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1259.degrees latitude (g = 980.6199 gals.).
 DU1259
 DU1259.The modeled gravity was interpolated from observed gravity values.
 DU1259
 DU1259;                    North         East     Units Scale Factor Converg.
 DU1259;SPC AZ E     -   268,364.673   152,007.533   MT  0.99994639   -0 21 48.0
 DU1259;SPC AZ E     -   880,461.53    498,712.38   iFT  0.99994639   -0 21 48.0
 DU1259;UTM  12      - 3,697,705.088   516,143.359   MT  0.99960321   +0 05 44.3
 DU1259
 DU1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1259!SPC AZ E     -   0.99984503  x   0.99994639  =   0.99979143
 DU1259!UTM  12      -   0.99984503  x   0.99960321  =   0.99944830
 DU1259
 DU1259                          SUPERSEDED SURVEY CONTROL
 DU1259
 DU1259  NAD 83(1992)-  33 25 06.86485(N)    110 49 34.90936(W) AD(       ) B
 DU1259  ELLIP H (08/22/05)  987.252  (m)                       GP(       ) 4 2
 DU1259  NAVD 88 (08/22/05) 1014.64   (m)         3328.9    (f) LEVELING    3  
 DU1259
 DU1259.Superseded values are not recommended for survey control.
 DU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1259.See file dsdata.txt to determine how the superseded data were derived.
 DU1259
 DU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1614397705(NAD 83)
 DU1259_MARKER: I = METAL ROD
 DU1259_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1259_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1259_STAMPING: D 404 1979
 DU1259_MARK LOGO: NGS   
 DU1259_PROJECTION: FLUSH
 DU1259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1259+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DU1259_ROD/PIPE-DEPTH: 10.4 meters
 DU1259_SLEEVE-DEPTH  : 8.84 meters
 DU1259
 DU1259  HISTORY     - Date     Condition        Report By
 DU1259  HISTORY     - 1979     MONUMENTED       NGS
 DU1259  HISTORY     - 19950726 GOOD             USPSQD
 DU1259  HISTORY     - 20040401 GOOD             AZ-007
 DU1259  HISTORY     - 20060922 GOOD             GEOCAC
 DU1259  HISTORY     - 20080609 GOOD             AZDT
 DU1259
 DU1259                          STATION DESCRIPTION
 DU1259
 DU1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1259'4.8 MI NW FROM GLOBE.
 DU1259'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1259'COURTHOUSE IN GLOBE, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY
 DU1259'88 (APACHE TRAIL), 86.5 FEET WEST OF THE CENTERLINE OF THE
 DU1259'HIGHWAY, 65.6 FEET SOUTH OF THE CENTER OF A PAVED ROAD LEADING
 DU1259'WEST INTO THE COBRE VALLEY COUNTRY GOLF CLUB, 50.5 FEET EAST OF A
 DU1259'FENCE, ACCESS IS THROUGH A 5-INCH LOGO CAP.
 DU1259'THE MARK IS 11.7 FT  W FROM A WITNESS POST.
 DU1259'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1259
 DU1259                          STATION RECOVERY (1995)
 DU1259
 DU1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1259'RECOVERED IN GOOD CONDITION.
 DU1259
 DU1259                          STATION RECOVERY (2004)
 DU1259
 DU1259'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1259'RECOVERED IN GOOD CONDITION.
 DU1259
 DU1259                          STATION RECOVERY (2006)
 DU1259
 DU1259'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1259'RECOVERED IN GOOD CONDITION.
 DU1259
 DU1259                          STATION RECOVERY (2008)
 DU1259
 DU1259'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2008 (JLI)
 DU1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0204 ***********************************************************************
 GP0204  DESIGNATION -  D 404
 GP0204  PID         -  GP0204
 GP0204  STATE/COUNTY-  AZ/COCONINO
 GP0204  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0204
 GP0204                         *CURRENT SURVEY CONTROL
 GP0204  ___________________________________________________________________
 GP0204* NAD 83(1986)-  36 39 32.     (N)    111 39 03.     (W)     SCALED    
 GP0204* NAVD 88     -      1513.534  (meters)    4965.65   (feet)  POSTED    
 GP0204  ___________________________________________________________________
 GP0204  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0204  DYNAMIC HT  -        1511.700 (meters)    4959.64  (feet)  COMP
 GP0204  MODELED GRAV-     979,370.2   (mgal)                       NAVD 88
 GP0204
 GP0204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0204
 GP0204.The horizontal coordinates were scaled from a topographic map and have
 GP0204.an estimated accuracy of +/- 6 seconds.
 GP0204
 GP0204.The orthometric height was determined by differential leveling
 GP0204.and adjusted by the  in 1992.
 GP0204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0204.rate of 1.1 thru 2.0 mm/km.
 GP0204
 GP0204.The geoid height was determined by GEOID03.
 GP0204
 GP0204.The dynamic height is computed by dividing the NAVD 88
 GP0204.geopotential number by the normal gravity value computed on the
 GP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0204.degrees latitude (g = 980.6199 gals.).
 GP0204
 GP0204.The modeled gravity was interpolated from observed gravity values.
 GP0204
 GP0204;                    North         East    Units  Estimated Accuracy
 GP0204;SPC AZ C     -   627,650.      237,130.      MT  (+/- 180 meters Scaled)
 GP0204
 GP0204                          SUPERSEDED SURVEY CONTROL
 GP0204
 GP0204  NGVD 29 (??/??/92) 1512.55   (m)         4962.4    (f) COMPUTED    1 2
 GP0204
 GP0204.Superseded values are not recommended for survey control.
 GP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0204.See file dsdata.txt to determine how the superseded data were derived.
 GP0204
 GP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF418572(NAD 83)
 GP0204_MARKER: DB = BENCH MARK DISK
 GP0204_SETTING: 66 = SET IN ROCK OUTCROP
 GP0204_SP_SET: ROCK LEDGE
 GP0204_STAMPING: D 404 1962
 GP0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0204+STABILITY: POSITION/ELEVATION WELL
 GP0204
 GP0204  HISTORY     - Date     Condition        Report By
 GP0204  HISTORY     - 1962     MONUMENTED       CGS
 GP0204  HISTORY     - 1978     GOOD             USGS
 GP0204  HISTORY     - 19931203 GOOD             USPSQD
 GP0204
 GP0204                          STATION DESCRIPTION
 GP0204
 GP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0204'1.6 MI N FROM BITTER SPRINGS.
 GP0204'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0204'STATION AT BITTER SPRINGS, AT THE NORTH RIM OF A SMALL GORGE, 173 FEET
 GP0204'WEST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET NORTH OF THE CENTERLINE
 GP0204'OF A TRAIL ROAD IN THE BOTTOM OF THE GORGE, 70 FEET SOUTH OF AN OLD
 GP0204'CONCRETE HIGHWAY MARKER NUMBERED 3106-90, ABOUT 2 1/2 FEET ABOVE THE
 GP0204'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A ROCK LEDGE ON THE NORTH
 GP0204'RIM OF THE GORGE.
 GP0204
 GP0204                          STATION RECOVERY (1978)
 GP0204
 GP0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0204'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89, 1.8 MILE N.
 GP0204'OF ALONG ALT HWY 89. CHEVRON SERVICE STATION HAS BEEN REMOVED.
 GP0204'REMAINDER OF DESCRIPTION IS ADEQUATE.
 GP0204
 GP0204                          STATION RECOVERY (1993)
 GP0204
 GP0204'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1181 ***********************************************************************
 DU1181  DESIGNATION -  D 405
 DU1181  PID         -  DU1181
 DU1181  STATE/COUNTY-  AZ/GILA
 DU1181  USGS QUAD   -  CHROME BUTTE (1966)
 DU1181
 DU1181                         *CURRENT SURVEY CONTROL
 DU1181  ___________________________________________________________________
 DU1181* NAD 83(1986)-  33 33 21.     (N)    110 40 51.     (W)     SCALED    
 DU1181* NAVD 88     -      1387.161  (meters)    4551.04   (feet)  ADJUSTED  
 DU1181  ___________________________________________________________________
 DU1181  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DU1181  DYNAMIC HT  -        1385.229 (meters)    4544.71  (feet)  COMP
 DU1181  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 DU1181
 DU1181  VERT ORDER  -  FIRST     CLASS II
 DU1181
 DU1181.The horizontal coordinates were scaled from a topographic map and have
 DU1181.an estimated accuracy of +/- 6 seconds.
 DU1181
 DU1181.The orthometric height was determined by differential leveling
 DU1181.and adjusted in June 1991.
 DU1181
 DU1181.The geoid height was determined by GEOID03.
 DU1181
 DU1181.The dynamic height is computed by dividing the NAVD 88
 DU1181.geopotential number by the normal gravity value computed on the
 DU1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1181.degrees latitude (g = 980.6199 gals.).
 DU1181
 DU1181.The modeled gravity was interpolated from observed gravity values.
 DU1181
 DU1181;                    North         East    Units  Estimated Accuracy
 DU1181;SPC AZ E     -   283,510.      165,620.      MT  (+/- 180 meters Scaled)
 DU1181
 DU1181                          SUPERSEDED SURVEY CONTROL
 DU1181
 DU1181.No superseded survey control is available for this station.
 DU1181
 DU1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC296129(NAD 83)
 DU1181_MARKER: DB = BENCH MARK DISK
 DU1181_SETTING: 66 = SET IN ROCK OUTCROP
 DU1181_SP_SET: ROCK OUTCROP
 DU1181_STAMPING: D 405 1979
 DU1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1181+STABILITY: POSITION/ELEVATION WELL
 DU1181
 DU1181  HISTORY     - Date     Condition        Report By
 DU1181  HISTORY     - 1979     MONUMENTED       NGS
 DU1181
 DU1181                          STATION DESCRIPTION
 DU1181
 DU1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1181'13.9 MI NE FROM GLOBE.
 DU1181'13.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1181'COURTHOUSE IN GLOBE, 125.5 FEET NORTH OF MILE POST NUMBER 265 AND
 DU1181'36.5 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1181'THE MARK IS 4 FT  W FROM A WITNESS POST.
 DU1181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0278 ***********************************************************************
 GP0278  DESIGNATION -  D 405
 GP0278  PID         -  GP0278
 GP0278  STATE/COUNTY-  AZ/COCONINO
 GP0278  USGS QUAD   -  FERRY SWALE (1985)
 GP0278
 GP0278                         *CURRENT SURVEY CONTROL
 GP0278  ___________________________________________________________________
 GP0278* NAD 83(1986)-  36 57 52.     (N)    111 30 37.     (W)     SCALED    
 GP0278* NAVD 88     -      1251.675  (meters)    4106.54   (feet)  ADJUSTED  
 GP0278  ___________________________________________________________________
 GP0278  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0278  DYNAMIC HT  -        1250.253 (meters)    4101.87  (feet)  COMP
 GP0278  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 GP0278
 GP0278  VERT ORDER  -  FIRST     CLASS II
 GP0278
 GP0278.The horizontal coordinates were scaled from a topographic map and have
 GP0278.an estimated accuracy of +/- 6 seconds.
 GP0278
 GP0278.The orthometric height was determined by differential leveling
 GP0278.and adjusted in June 1991.
 GP0278
 GP0278.The geoid height was determined by GEOID03.
 GP0278
 GP0278.The dynamic height is computed by dividing the NAVD 88
 GP0278.geopotential number by the normal gravity value computed on the
 GP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0278.degrees latitude (g = 980.6199 gals.).
 GP0278
 GP0278.The modeled gravity was interpolated from observed gravity values.
 GP0278
 GP0278;                    North         East    Units  Estimated Accuracy
 GP0278;SPC AZ C     -   661,600.      249,550.      MT  (+/- 180 meters Scaled)
 GP0278
 GP0278                          SUPERSEDED SURVEY CONTROL
 GP0278
 GP0278  NGVD 29 (??/??/92) 1250.765  (m)         4103.55   (f) ADJ UNCH    1 2
 GP0278
 GP0278.Superseded values are not recommended for survey control.
 GP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0278.See file dsdata.txt to determine how the superseded data were derived.
 GP0278
 GP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF545910(NAD 83)
 GP0278_MARKER: DB = BENCH MARK DISK
 GP0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0278_SP_SET: CATTLE GUARD
 GP0278_STAMPING: D 405 1962
 GP0278_MARK LOGO: CGS   
 GP0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0278
 GP0278  HISTORY     - Date     Condition        Report By
 GP0278  HISTORY     - 1962     MONUMENTED       CGS
 GP0278  HISTORY     - 1983     GOOD             NGS
 GP0278
 GP0278                          STATION DESCRIPTION
 GP0278
 GP0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0278'2.85 MI NW FROM PAGE.
 GP0278'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0278'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.6 MILE NORTHWEST OF
 GP0278'MILEPOST NUMBER 552, AT A CONCRETE AND METAL CATTLE GUARD OVER A
 GP0278'GRAVEL ROAD WHICH LEADS NORTHEAST, 100 FEET NORTHEAST OF THE
 GP0278'CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GP0278'CATTLE GUARD, ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 1
 GP0278'FOOT ABOVE THE METAL PORTION OF THE CATTLE GUARD, AND SET IN THE TOP
 GP0278'AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF THE CATTLE GUARD.
 GP0278
 GP0278                          STATION RECOVERY (1983)
 GP0278
 GP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1233 ***********************************************************************
 DU1233  DESIGNATION -  D 406
 DU1233  PID         -  DU1233
 DU1233  STATE/COUNTY-  AZ/GILA
 DU1233  USGS QUAD   -  CEDAR CREEK (1978)
 DU1233
 DU1233                         *CURRENT SURVEY CONTROL
 DU1233  ___________________________________________________________________
 DU1233* NAD 83(1986)-  33 56 03.     (N)    110 12 13.     (W)     SCALED    
 DU1233* NAVD 88     -      1641.042  (meters)    5383.99   (feet)  ADJUSTED  
 DU1233  ___________________________________________________________________
 DU1233  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DU1233  DYNAMIC HT  -        1638.689 (meters)    5376.27  (feet)  COMP
 DU1233  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 DU1233
 DU1233  VERT ORDER  -  FIRST     CLASS II
 DU1233
 DU1233.The horizontal coordinates were scaled from a topographic map and have
 DU1233.an estimated accuracy of +/- 6 seconds.
 DU1233
 DU1233.The orthometric height was determined by differential leveling
 DU1233.and adjusted in June 1991.
 DU1233
 DU1233.The geoid height was determined by GEOID03.
 DU1233
 DU1233.The dynamic height is computed by dividing the NAVD 88
 DU1233.geopotential number by the normal gravity value computed on the
 DU1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1233.degrees latitude (g = 980.6199 gals.).
 DU1233
 DU1233.The modeled gravity was interpolated from observed gravity values.
 DU1233
 DU1233;                    North         East    Units  Estimated Accuracy
 DU1233;SPC AZ E     -   325,350.      209,950.      MT  (+/- 180 meters Scaled)
 DU1233
 DU1233                          SUPERSEDED SURVEY CONTROL
 DU1233
 DU1233.No superseded survey control is available for this station.
 DU1233
 DU1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC736551(NAD 83)
 DU1233_MARKER: DB = BENCH MARK DISK
 DU1233_SETTING: 66 = SET IN ROCK OUTCROP
 DU1233_SP_SET: ROCK OUTCROP
 DU1233_STAMPING: D 406 1979
 DU1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1233+STABILITY: POSITION/ELEVATION WELL
 DU1233
 DU1233  HISTORY     - Date     Condition        Report By
 DU1233  HISTORY     - 1979     MONUMENTED       NGS
 DU1233
 DU1233                          STATION DESCRIPTION
 DU1233
 DU1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1233'13.5 MI NW FROM WHITERIVER.
 DU1233'13.5 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1233'HEADQUARTERS IN WHITERIVER, 87 FEET WEST OF THE NORTH END OF A
 DU1233'PIPE CULVERT AND 20.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1233'THE MARK IS 0.2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1218 ***********************************************************************
 DU1218  DESIGNATION -  D 407
 DU1218  PID         -  DU1218
 DU1218  STATE/COUNTY-  AZ/GILA
 DU1218  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1218
 DU1218                         *CURRENT SURVEY CONTROL
 DU1218  ___________________________________________________________________
 DU1218* NAD 83(1986)-  33 49 54.     (N)    110 27 12.     (W)     SCALED    
 DU1218* NAVD 88     -      1486.506  (meters)    4876.98   (feet)  ADJUSTED  
 DU1218  ___________________________________________________________________
 DU1218  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 DU1218  DYNAMIC HT  -        1484.408 (meters)    4870.10  (feet)  COMP
 DU1218  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 DU1218
 DU1218  VERT ORDER  -  FIRST     CLASS II
 DU1218
 DU1218.The horizontal coordinates were scaled from a topographic map and have
 DU1218.an estimated accuracy of +/- 6 seconds.
 DU1218
 DU1218.The orthometric height was determined by differential leveling
 DU1218.and adjusted in June 1991.
 DU1218
 DU1218.The geoid height was determined by GEOID03.
 DU1218
 DU1218.The dynamic height is computed by dividing the NAVD 88
 DU1218.geopotential number by the normal gravity value computed on the
 DU1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1218.degrees latitude (g = 980.6199 gals.).
 DU1218
 DU1218.The modeled gravity was interpolated from observed gravity values.
 DU1218
 DU1218;                    North         East    Units  Estimated Accuracy
 DU1218;SPC AZ E     -   314,020.      186,830.      MT  (+/- 180 meters Scaled)
 DU1218
 DU1218                          SUPERSEDED SURVEY CONTROL
 DU1218
 DU1218.No superseded survey control is available for this station.
 DU1218
 DU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC505436(NAD 83)
 DU1218_MARKER: DB = BENCH MARK DISK
 DU1218_SETTING: 66 = SET IN ROCK OUTCROP
 DU1218_SP_SET: ROCK OUTCROP
 DU1218_STAMPING: D 407 1979
 DU1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1218+STABILITY: POSITION/ELEVATION WELL
 DU1218
 DU1218  HISTORY     - Date     Condition        Report By
 DU1218  HISTORY     - 1979     MONUMENTED       NGS
 DU1218  HISTORY     - 19960918 GOOD             USPSQD
 DU1218
 DU1218                          STATION DESCRIPTION
 DU1218
 DU1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1218'43.6 MI NE FROM GLOBE.
 DU1218'5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1218'IN SALT RIVER CANYON, 140 FEET NORTH OF THE NORTHEAST END OF A
 DU1218'GUARD RAIL AND 36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1218'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA
 DU1218'COUNTY COURTHOUSE IN GLOBE.
 DU1218'THE MARK IS 3.6 FT  NNE FROM A WITNESS POST.
 DU1218'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1218
 DU1218                          STATION RECOVERY (1996)
 DU1218
 DU1218'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0324 ***********************************************************************
 ER0324  DESIGNATION -  D 408
 ER0324  PID         -  ER0324
 ER0324  STATE/COUNTY-  AZ/NAVAJO
 ER0324  USGS QUAD   -  INDIAN PINE (1977)
 ER0324
 ER0324                         *CURRENT SURVEY CONTROL
 ER0324  ___________________________________________________________________
 ER0324* NAD 83(1986)-  34 01 22.     (N)    109 54 15.     (W)     SCALED    
 ER0324* NAVD 88     -      1968.388  (meters)    6457.95   (feet)  ADJUSTED  
 ER0324  ___________________________________________________________________
 ER0324  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ER0324  DYNAMIC HT  -        1965.382 (meters)    6448.09  (feet)  COMP
 ER0324  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 ER0324
 ER0324  VERT ORDER  -  FIRST     CLASS II
 ER0324
 ER0324.The horizontal coordinates were scaled from a topographic map and have
 ER0324.an estimated accuracy of +/- 6 seconds.
 ER0324
 ER0324.The orthometric height was determined by differential leveling
 ER0324.and adjusted in June 1991.
 ER0324
 ER0324.The geoid height was determined by GEOID03.
 ER0324
 ER0324.The dynamic height is computed by dividing the NAVD 88
 ER0324.geopotential number by the normal gravity value computed on the
 ER0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0324.degrees latitude (g = 980.6199 gals.).
 ER0324
 ER0324.The modeled gravity was interpolated from observed gravity values.
 ER0324
 ER0324;                    North         East    Units  Estimated Accuracy
 ER0324;SPC AZ E     -   335,210.      237,600.      MT  (+/- 180 meters Scaled)
 ER0324
 ER0324                          SUPERSEDED SURVEY CONTROL
 ER0324
 ER0324.No superseded survey control is available for this station.
 ER0324
 ER0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC011652(NAD 83)
 ER0324_MARKER: DB = BENCH MARK DISK
 ER0324_SETTING: 66 = SET IN ROCK OUTCROP
 ER0324_SP_SET: ROCK OUTCROP
 ER0324_STAMPING: D 408 1979
 ER0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0324+STABILITY: POSITION/ELEVATION WELL
 ER0324
 ER0324  HISTORY     - Date     Condition        Report By
 ER0324  HISTORY     - 1979     MONUMENTED       NGS
 ER0324
 ER0324                          STATION DESCRIPTION
 ER0324
 ER0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0324'7.9 MI SW FROM MCNARY.
 ER0324'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0324'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 4.6 MILES
 ER0324'SOUTH ALONG STATE HIGHWAY 73, 0.05 MILE SOUTH OF HIGHWAY MILE MARKER
 ER0324'354, 214 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 157.7 FEET
 ER0324'NORTHEAST OF A BARBED WIRE FENCE AND 15 FEET SOUTHWEST OF THE
 ER0324'SOUTHWEST EDGE OF BLACK CANYON.
 ER0324'THE MARK IS 9 FT  N FROM A WITNESS POST.
 ER0324'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0465 ***********************************************************************
 DT0465  DESIGNATION -  D 409
 DT0465  PID         -  DT0465
 DT0465  STATE/COUNTY-  AZ/APACHE
 DT0465  USGS QUAD   -  NUTRIOSO (1991)
 DT0465
 DT0465                         *CURRENT SURVEY CONTROL
 DT0465  ___________________________________________________________________
 DT0465* NAD 83(1986)-  33 55 30.     (N)    109 11 06.     (W)     SCALED    
 DT0465* NAVD 88     -      2436.185  (meters)    7992.72   (feet)  ADJUSTED  
 DT0465  ___________________________________________________________________
 DT0465  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0465  DYNAMIC HT  -        2432.204 (meters)    7979.66  (feet)  COMP
 DT0465  MODELED GRAV-     978,914.0   (mgal)                       NAVD 88
 DT0465
 DT0465  VERT ORDER  -  FIRST     CLASS II
 DT0465
 DT0465.The horizontal coordinates were scaled from a topographic map and have
 DT0465.an estimated accuracy of +/- 6 seconds.
 DT0465
 DT0465.The orthometric height was determined by differential leveling
 DT0465.and adjusted in June 1991.
 DT0465
 DT0465.The geoid height was determined by GEOID03.
 DT0465
 DT0465.The dynamic height is computed by dividing the NAVD 88
 DT0465.geopotential number by the normal gravity value computed on the
 DT0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0465.degrees latitude (g = 980.6199 gals.).
 DT0465
 DT0465.The modeled gravity was interpolated from observed gravity values.
 DT0465
 DT0465;                    North         East    Units  Estimated Accuracy
 DT0465;SPC AZ E     -   324,770.      304,120.      MT  (+/- 180 meters Scaled)
 DT0465
 DT0465                          SUPERSEDED SURVEY CONTROL
 DT0465
 DT0465.No superseded survey control is available for this station.
 DT0465
 DT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC677553(NAD 83)
 DT0465_MARKER: I = METAL ROD
 DT0465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0465+WITH SETTING: INFORMATION.
 DT0465_SP_SET: SHALLOW SET METAL ROD
 DT0465_STAMPING: D 409 1980
 DT0465_PROJECTION: FLUSH
 DT0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0465+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0465_ROD/PIPE-DEPTH: 1.8  meters
 DT0465
 DT0465  HISTORY     - Date     Condition        Report By
 DT0465  HISTORY     - 1980     MONUMENTED       NGS
 DT0465  HISTORY     - 20050729 GOOD             USPSQD
 DT0465
 DT0465                          STATION DESCRIPTION
 DT0465
 DT0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0465'3.9 KM SE FROM NUTRIOSO.
 DT0465'3.9 KM (2.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0465'POST 419, 36.4 METERS (119.4 FT) WEST AND ACROSS THE HIGHWAY FROM A
 DT0465'GUARDRAIL, 29.8 METERS (97.8 FT) WEST OF THE CENTERLINE OF THE
 DT0465'HIGHWAY, 10.4 METERS (34.1 FT) WEST OF TELEPHONE POLE NUMBER 1 168,
 DT0465'AND 0.6 METERS (1.9 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DT0465'1.8 METERS (6.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5
 DT0465'INCH LOGO CAP.
 DT0465'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DT0465'THE MARK IS 5.5 M ABOVE THE HIGHWAY.
 DT0465
 DT0465                          STATION RECOVERY (2005)
 DT0465
 DT0465'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0209 ***********************************************************************
 DT0209  DESIGNATION -  D 41
 DT0209  PID         -  DT0209
 DT0209  STATE/COUNTY-  AZ/APACHE
 DT0209  USGS QUAD   -  ALPINE (1991)
 DT0209
 DT0209                         *CURRENT SURVEY CONTROL
 DT0209  ___________________________________________________________________
 DT0209* NAD 83(1986)-  33 50 46.     (N)    109 08 26.     (W)     SCALED    
 DT0209* NAVD 88     -      2445.930  (meters)    8024.69   (feet)  ADJUSTED  
 DT0209  ___________________________________________________________________
 DT0209  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0209  DYNAMIC HT  -        2441.928 (meters)    8011.56  (feet)  COMP
 DT0209  MODELED GRAV-     978,911.5   (mgal)                       NAVD 88
 DT0209
 DT0209  VERT ORDER  -  FIRST     CLASS II
 DT0209
 DT0209.The horizontal coordinates were scaled from a topographic map and have
 DT0209.an estimated accuracy of +/- 6 seconds.
 DT0209
 DT0209.The orthometric height was determined by differential leveling
 DT0209.and adjusted in June 1991.
 DT0209
 DT0209.The geoid height was determined by GEOID03.
 DT0209
 DT0209.The dynamic height is computed by dividing the NAVD 88
 DT0209.geopotential number by the normal gravity value computed on the
 DT0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0209.degrees latitude (g = 980.6199 gals.).
 DT0209
 DT0209.The modeled gravity was interpolated from observed gravity values.
 DT0209
 DT0209;                    North         East    Units  Estimated Accuracy
 DT0209;SPC AZ E     -   316,060.      308,320.      MT  (+/- 180 meters Scaled)
 DT0209
 DT0209                          SUPERSEDED SURVEY CONTROL
 DT0209
 DT0209  NGVD 29 (??/??/92) 2444.857  (m)         8021.17   (f) ADJ UNCH    1 2
 DT0209
 DT0209.Superseded values are not recommended for survey control.
 DT0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0209.See file dsdata.txt to determine how the superseded data were derived.
 DT0209
 DT0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC720466(NAD 83)
 DT0209_MARKER: DB = BENCH MARK DISK
 DT0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0209_STAMPING: D 41 1934
 DT0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0209+STABILITY: SURFACE MOTION
 DT0209
 DT0209  HISTORY     - Date     Condition        Report By
 DT0209  HISTORY     - 1934     MONUMENTED       CGS
 DT0209  HISTORY     - 1935     GOOD             NGS
 DT0209  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0209
 DT0209                          STATION DESCRIPTION
 DT0209
 DT0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0209'0.2 MI S FROM ALPINE.
 DT0209'AT ALPINE, APACHE COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF U.S.
 DT0209'HIGHWAY 260 AND 666, IN THE TRIANGLE AT THE OLD JUNCTION OF THE
 DT0209'HIGHWAYS, 800 FEET SOUTH OF THE SCHOOLHOUSE, 60 FEET SOUTH OF U.S.
 DT0209'HIGHWAY 666, AND 24 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 260. A
 DT0209'STANDARD DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A CONCRETE
 DT0209'POST.
 DT0209
 DT0209                          STATION RECOVERY (1980)
 DT0209
 DT0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0209'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0339 ***********************************************************************
 ER0339  DESIGNATION -  D 410
 ER0339  PID         -  ER0339
 ER0339  STATE/COUNTY-  AZ/APACHE
 ER0339  USGS QUAD   -  MC NARY (1985)
 ER0339
 ER0339                         *CURRENT SURVEY CONTROL
 ER0339  ___________________________________________________________________
 ER0339* NAD 83(1986)-  34 04 45.     (N)    109 48 46.     (W)     SCALED    
 ER0339* NAVD 88     -      2287.600  (meters)    7505.23   (feet)  ADJUSTED  
 ER0339  ___________________________________________________________________
 ER0339  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0339  DYNAMIC HT  -        2284.015 (meters)    7493.47  (feet)  COMP
 ER0339  MODELED GRAV-     978,986.0   (mgal)                       NAVD 88
 ER0339
 ER0339  VERT ORDER  -  FIRST     CLASS II
 ER0339
 ER0339.The horizontal coordinates were scaled from a topographic map and have
 ER0339.an estimated accuracy of +/- 6 seconds.
 ER0339
 ER0339.The orthometric height was determined by differential leveling
 ER0339.and adjusted in June 1991.
 ER0339
 ER0339.The geoid height was determined by GEOID03.
 ER0339
 ER0339.The dynamic height is computed by dividing the NAVD 88
 ER0339.geopotential number by the normal gravity value computed on the
 ER0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0339.degrees latitude (g = 980.6199 gals.).
 ER0339
 ER0339.The modeled gravity was interpolated from observed gravity values.
 ER0339
 ER0339;                    North         East    Units  Estimated Accuracy
 ER0339;SPC AZ E     -   341,490.      246,020.      MT  (+/- 180 meters Scaled)
 ER0339
 ER0339                          SUPERSEDED SURVEY CONTROL
 ER0339
 ER0339.No superseded survey control is available for this station.
 ER0339
 ER0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC095715(NAD 83)
 ER0339_MARKER: DB = BENCH MARK DISK
 ER0339_SETTING: 66 = SET IN ROCK OUTCROP
 ER0339_SP_SET: ROCK OUTCROP
 ER0339_STAMPING: D 410 1980
 ER0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0339+STABILITY: POSITION/ELEVATION WELL
 ER0339
 ER0339  HISTORY     - Date     Condition        Report By
 ER0339  HISTORY     - 1980     MONUMENTED       NGS
 ER0339  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0339
 ER0339                          STATION DESCRIPTION
 ER0339
 ER0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0339'4.3 KM EAST FROM MCNARY.
 ER0339'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0339'OFFICE IN MCNARY, THENCE 4.2 KM (2.6 MI) EAST ALONG STATE
 ER0339'HIGHWAY 260, 0.3 KM (0.2 MI) EAST OF MILE POST 363 AND IN THE
 ER0339'TOP OF ROCK OUTCROP IN THE CENTER OF A CUT BANK.
 ER0339'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 ER0339'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 ER0339
 ER0339                          STATION RECOVERY (2005)
 ER0339
 ER0339'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0339'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0363 ***********************************************************************
 ER0363  DESIGNATION -  D 411
 ER0363  PID         -  ER0363
 ER0363  STATE/COUNTY-  AZ/APACHE
 ER0363  USGS QUAD   -  GREER (1969)
 ER0363
 ER0363                         *CURRENT SURVEY CONTROL
 ER0363  ___________________________________________________________________
 ER0363* NAD 83(1986)-  34 04 40.     (N)    109 27 23.     (W)     SCALED    
 ER0363* NAVD 88     -      2488.205  (meters)    8163.39   (feet)  ADJUSTED  
 ER0363  ___________________________________________________________________
 ER0363  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ER0363  DYNAMIC HT  -        2484.199 (meters)    8150.24  (feet)  COMP
 ER0363  MODELED GRAV-     978,935.9   (mgal)                       NAVD 88
 ER0363
 ER0363  VERT ORDER  -  FIRST     CLASS II
 ER0363
 ER0363.The horizontal coordinates were scaled from a topographic map and have
 ER0363.an estimated accuracy of +/- 6 seconds.
 ER0363
 ER0363.The orthometric height was determined by differential leveling
 ER0363.and adjusted in June 1991.
 ER0363
 ER0363.The geoid height was determined by GEOID03.
 ER0363
 ER0363.The dynamic height is computed by dividing the NAVD 88
 ER0363.geopotential number by the normal gravity value computed on the
 ER0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0363.degrees latitude (g = 980.6199 gals.).
 ER0363
 ER0363.The modeled gravity was interpolated from observed gravity values.
 ER0363
 ER0363;                    North         East    Units  Estimated Accuracy
 ER0363;SPC AZ E     -   341,510.      278,910.      MT  (+/- 180 meters Scaled)
 ER0363
 ER0363                          SUPERSEDED SURVEY CONTROL
 ER0363
 ER0363.No superseded survey control is available for this station.
 ER0363
 ER0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC424718(NAD 83)
 ER0363_MARKER: DB = BENCH MARK DISK
 ER0363_SETTING: 66 = SET IN ROCK OUTCROP
 ER0363_SP_SET: ROCK OUTCROP
 ER0363_STAMPING: D 411 1980
 ER0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0363+STABILITY: POSITION/ELEVATION WELL
 ER0363
 ER0363  HISTORY     - Date     Condition        Report By
 ER0363  HISTORY     - 1980     MONUMENTED       NGS
 ER0363
 ER0363                          STATION DESCRIPTION
 ER0363
 ER0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0363'16.3 KM WEST FROM EAGAR.
 ER0363'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0363'OFFICE IN EAGAR, THENCE 16.1 KM (10.0 MI) WEST ALONG STATE
 ER0363'HIGHWAY 260, 1.0 KM (0.6 MI) EAST OF THE JUNCTION OF STATE
 ER0363'HIGHWAY 373, IN ROCK OUTCROP AT A DIRT ROAD LEADING SOUTHWEST, 23.6
 ER0363'METERS (77.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 12.4
 ER0363'METERS (40.6 FT) EAST-SOUTHEAST OF THE CENTER OF THE ROAD.
 ER0363'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 ER0363'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1006 ***********************************************************************
 DV1006  DESIGNATION -  D 413 33
 DV1006  PID         -  DV1006
 DV1006  STATE/COUNTY-  AZ/LA PAZ
 DV1006  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1006
 DV1006                         *CURRENT SURVEY CONTROL
 DV1006  ___________________________________________________________________
 DV1006* NAD 83(1986)-  33 35 04.     (N)    113 27 22.     (W)     SCALED    
 DV1006* NAVD 88     -       431.86   (+/-2cm)    1416.9    (feet)  VERTCON   
 DV1006  ___________________________________________________________________
 DV1006  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DV1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1006
 DV1006.The horizontal coordinates were scaled from a topographic map and have
 DV1006.an estimated accuracy of +/- 6 seconds.
 DV1006
 DV1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1006.The vertical order pertains to the NGVD 29 superseded value.
 DV1006
 DV1006.The geoid height was determined by GEOID03.
 DV1006
 DV1006;                    North         East    Units  Estimated Accuracy
 DV1006;SPC AZ W     -   286,610.      240,640.      MT  (+/- 180 meters Scaled)
 DV1006
 DV1006                          SUPERSEDED SURVEY CONTROL
 DV1006
 DV1006  NGVD 29 (??/??/92)  431.180  (m)         1414.63   (f) ADJ UNCH    2 0
 DV1006
 DV1006.Superseded values are not recommended for survey control.
 DV1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1006.See file dsdata.txt to determine how the superseded data were derived.
 DV1006
 DV1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC720187(NAD 83)
 DV1006_MARKER: DB = BENCH MARK DISK
 DV1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1006_STAMPING: D 413 33 1962
 DV1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1006+STABILITY: SURFACE MOTION
 DV1006
 DV1006  HISTORY     - Date     Condition        Report By
 DV1006  HISTORY     - 1962     MONUMENTED       CGS
 DV1006
 DV1006                          STATION DESCRIPTION
 DV1006
 DV1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1006'21.4 MI SE FROM SALOME.
 DV1006'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1006'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1006'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1006'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1006'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1006'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1006'THENCE 4.0 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1006'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.9 FEET
 DV1006'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1006'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0997 ***********************************************************************
 DU0997  DESIGNATION -  D 414
 DU0997  PID         -  DU0997
 DU0997  STATE/COUNTY-  AZ/MARICOPA
 DU0997  USGS QUAD   -  GUADALUPE (1982)
 DU0997
 DU0997                         *CURRENT SURVEY CONTROL
 DU0997  ___________________________________________________________________
 DU0997* NAD 83(1986)-  33 15 46.     (N)    111 57 14.     (W)     SCALED    
 DU0997* NAVD 88     -       351.51   (+/-2cm)    1153.2    (feet)  VERTCON   
 DU0997  ___________________________________________________________________
 DU0997  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0997
 DU0997.The horizontal coordinates were scaled from a topographic map and have
 DU0997.an estimated accuracy of +/- 6 seconds.
 DU0997
 DU0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0997.The vertical order pertains to the NGVD 29 superseded value.
 DU0997
 DU0997.The geoid height was determined by GEOID03.
 DU0997
 DU0997;                    North         East    Units  Estimated Accuracy
 DU0997;SPC AZ C     -   250,890.      209,890.      MT  (+/- 180 meters Scaled)
 DU0997
 DU0997                          SUPERSEDED SURVEY CONTROL
 DU0997
 DU0997  NGVD 29 (??/??/92)  350.970  (m)         1151.47   (f) ADJ UNCH    2 0
 DU0997
 DU0997.Superseded values are not recommended for survey control.
 DU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0997.See file dsdata.txt to determine how the superseded data were derived.
 DU0997
 DU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111808(NAD 83)
 DU0997_MARKER: DB = BENCH MARK DISK
 DU0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0997_STAMPING: D 414 1962
 DU0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0997+STABILITY: SURFACE MOTION
 DU0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0997+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 DU0997
 DU0997  HISTORY     - Date     Condition        Report By
 DU0997  HISTORY     - 1962     MONUMENTED       CGS
 DU0997  HISTORY     - 20070311 GOOD             GEOCAC
 DU0997
 DU0997                          STATION DESCRIPTION
 DU0997
 DU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0997'10.4 MI SW FROM CHANDLER.
 DU0997'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0997'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0997'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 1.5 MILES
 DU0997'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU0997'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 6 FEET NORTHEAST OF THE CENTER
 DU0997'OF THE TRACK ROAD, 84 FEET SOUTHEAST OF AN ARIZONA HIGHWAY DEPARTMENT
 DU0997'MARK WITH NO STAMPING, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 DU0997'ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST
 DU0997'PROJECTING 2 INCHES.
 DU0997
 DU0997                          STATION RECOVERY (2007)
 DU0997
 DU0997'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0998 ***********************************************************************
 DU0998  DESIGNATION -  D 414 RESET
 DU0998  PID         -  DU0998
 DU0998  STATE/COUNTY-  AZ/MARICOPA
 DU0998  USGS QUAD   -  GUADALUPE (1982)
 DU0998
 DU0998                         *CURRENT SURVEY CONTROL
 DU0998  ___________________________________________________________________
 DU0998* NAD 83(1986)-  33 15 46.     (N)    111 57 14.     (W)     SCALED    
 DU0998* NAVD 88     -       351.45   (+/-2cm)    1153.0    (feet)  VERTCON   
 DU0998  ___________________________________________________________________
 DU0998  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0998  VERT ORDER  -  THIRD (See Below)
 DU0998
 DU0998.The horizontal coordinates were scaled from a topographic map and have
 DU0998.an estimated accuracy of +/- 6 seconds.
 DU0998
 DU0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0998.The vertical order pertains to the NGVD 29 superseded value.
 DU0998
 DU0998.The geoid height was determined by GEOID03.
 DU0998
 DU0998;                    North         East    Units  Estimated Accuracy
 DU0998;SPC AZ C     -   250,890.      209,890.      MT  (+/- 180 meters Scaled)
 DU0998
 DU0998                          SUPERSEDED SURVEY CONTROL
 DU0998
 DU0998  NGVD 29 (03/28/06)  350.91   (m)         1151.3    (f) RESET       3  
 DU0998
 DU0998.Superseded values are not recommended for survey control.
 DU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0998.See file dsdata.txt to determine how the superseded data were derived.
 DU0998
 DU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB111808(NAD 83)
 DU0998_MARKER: P = PIPE CAP
 DU0998_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0998_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0998_STAMPING: D 414 RESET
 DU0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0998
 DU0998  HISTORY     - Date     Condition        Report By
 DU0998  HISTORY     - 1975     MONUMENTED       AZHD
 DU0998  HISTORY     - 1975     GOOD             AZDT
 DU0998  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DU0998
 DU0998                          STATION DESCRIPTION
 DU0998
 DU0998'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU0998'10.4 MI SW FROM CHANDLER.
 DU0998'FROM MILEPOST 170, I-10, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 DU0998'THE STATION ON THE LEFT.  1.2 FT. WEST OF THE EAST R/W FENCE LINE OF
 DU0998'I-10.  300 FT. SOUTHERLY OF QUEEN CREEK ROAD. MARKED BY P/M SURVEY
 DU0998'SIGN.
 DU0998
 DU0998                          STATION RECOVERY (2007)
 DU0998
 DU0998'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1043 ***********************************************************************
 DV1043  DESIGNATION -  D 415 54
 DV1043  PID         -  DV1043
 DV1043  STATE/COUNTY-  AZ/MARICOPA
 DV1043  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1043
 DV1043                         *CURRENT SURVEY CONTROL
 DV1043  ___________________________________________________________________
 DV1043* NAD 83(1986)-  33 31 31.     (N)    113 05 34.     (W)     SCALED    
 DV1043* NAVD 88     -       369.42   (+/-2cm)    1212.0    (feet)  VERTCON   
 DV1043  ___________________________________________________________________
 DV1043  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1043
 DV1043.The horizontal coordinates were scaled from a topographic map and have
 DV1043.an estimated accuracy of +/- 6 seconds.
 DV1043
 DV1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1043.The vertical order pertains to the NGVD 29 superseded value.
 DV1043
 DV1043.The geoid height was determined by GEOID03.
 DV1043
 DV1043;                    North         East    Units  Estimated Accuracy
 DV1043;SPC AZ C     -   280,620.      104,110.      MT  (+/- 180 meters Scaled)
 DV1043
 DV1043                          SUPERSEDED SURVEY CONTROL
 DV1043
 DV1043  NGVD 29 (??/??/92)  368.789  (m)         1209.94   (f) ADJ UNCH    2 0
 DV1043
 DV1043.Superseded values are not recommended for survey control.
 DV1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1043.See file dsdata.txt to determine how the superseded data were derived.
 DV1043
 DV1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC056114(NAD 83)
 DV1043_MARKER: DB = BENCH MARK DISK
 DV1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1043_STAMPING: D 415 54 1962
 DV1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1043+STABILITY: SURFACE MOTION
 DV1043
 DV1043  HISTORY     - Date     Condition        Report By
 DV1043  HISTORY     - 1962     MONUMENTED       CGS
 DV1043
 DV1043                          STATION DESCRIPTION
 DV1043
 DV1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1043'9.65 MI NW FROM TONOPAH.
 DV1043'1.85 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1043'THENCE 0.8 MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 7 MILES
 DV1043'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1043'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.5 FEET NORTHWEST OF A METAL
 DV1043'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1043'NOTE-- THE MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT TONOPAH BY
 DV1043'GOING 7.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.4 MILES NORTHWEST
 DV1043'ALONG THE SALOME-HASSYAMPA ROAD, THENCE 0.8 MILE NORTHEAST ALONG A
 DV1043'TRACK ROAD, THENCE 1.8 MILES EAST-SOUTHEAST ALONG A BLADED TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0892 ***********************************************************************
 DV0892  DESIGNATION -  D 416 77
 DV0892  PID         -  DV0892
 DV0892  STATE/COUNTY-  AZ/MARICOPA
 DV0892  USGS QUAD   -  BUCKEYE NW (1982)
 DV0892
 DV0892                         *CURRENT SURVEY CONTROL
 DV0892  ___________________________________________________________________
 DV0892* NAD 83(1986)-  33 26 36.     (N)    112 41 43.     (W)     SCALED    
 DV0892* NAVD 88     -       324.51   (+/-2cm)    1064.7    (feet)  VERTCON   
 DV0892  ___________________________________________________________________
 DV0892  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0892
 DV0892.The horizontal coordinates were scaled from a topographic map and have
 DV0892.an estimated accuracy of +/- 6 seconds.
 DV0892
 DV0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0892.The vertical order pertains to the NGVD 29 superseded value.
 DV0892
 DV0892.The geoid height was determined by GEOID03.
 DV0892
 DV0892;                    North         East    Units  Estimated Accuracy
 DV0892;SPC AZ C     -   271,190.      140,970.      MT  (+/- 180 meters Scaled)
 DV0892
 DV0892                          SUPERSEDED SURVEY CONTROL
 DV0892
 DV0892  NGVD 29 (??/??/92)  323.864  (m)         1062.54   (f) ADJ UNCH    2 0
 DV0892
 DV0892.Superseded values are not recommended for survey control.
 DV0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0892.See file dsdata.txt to determine how the superseded data were derived.
 DV0892
 DV0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC424017(NAD 83)
 DV0892_MARKER: DB = BENCH MARK DISK
 DV0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0892_STAMPING: D 416 77 1962
 DV0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0892+STABILITY: SURFACE MOTION
 DV0892
 DV0892  HISTORY     - Date     Condition        Report By
 DV0892  HISTORY     - 1962     MONUMENTED       CGS
 DV0892  HISTORY     - 1974     GOOD             NGS
 DV0892
 DV0892                          STATION DESCRIPTION
 DV0892
 DV0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0892'16.05 MI SE FROM TONOPAH.
 DV0892'13.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0892'THENCE 1.9 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILES
 DV0892'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV0892'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL
 DV0892'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0892
 DV0892                          STATION RECOVERY (1974)
 DV0892
 DV0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0893 ***********************************************************************
 DV0893  DESIGNATION -  D 416 RESET
 DV0893  PID         -  DV0893
 DV0893  STATE/COUNTY-  AZ/MARICOPA
 DV0893  USGS QUAD   -  BUCKEYE NW (1982)
 DV0893
 DV0893                         *CURRENT SURVEY CONTROL
 DV0893  ___________________________________________________________________
 DV0893* NAD 83(1986)-  33 26 36.     (N)    112 41 43.     (W)     SCALED    
 DV0893* NAVD 88     -       324.14   (+/-2cm)    1063.4    (feet)  VERTCON   
 DV0893  ___________________________________________________________________
 DV0893  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV0893  VERT ORDER  -  THIRD (See Below)
 DV0893
 DV0893.The horizontal coordinates were scaled from a topographic map and have
 DV0893.an estimated accuracy of +/- 6 seconds.
 DV0893
 DV0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0893.The vertical order pertains to the NGVD 29 superseded value.
 DV0893
 DV0893.The geoid height was determined by GEOID03.
 DV0893
 DV0893;                    North         East    Units  Estimated Accuracy
 DV0893;SPC AZ C     -   271,190.      140,970.      MT  (+/- 180 meters Scaled)
 DV0893
 DV0893                          SUPERSEDED SURVEY CONTROL
 DV0893
 DV0893  NGVD 29 (03/28/06)  323.50   (m)         1061.3    (f) RESET       3  
 DV0893
 DV0893.Superseded values are not recommended for survey control.
 DV0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0893.See file dsdata.txt to determine how the superseded data were derived.
 DV0893
 DV0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC424017(NAD 83)
 DV0893_MARKER: DB = BENCH MARK DISK
 DV0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0893_SP_SET: MONUMENT
 DV0893_STAMPING: D 416 RESET 1974
 DV0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0893
 DV0893  HISTORY     - Date     Condition        Report By
 DV0893  HISTORY     - 1974     MONUMENTED       NGS
 DV0893
 DV0893                          STATION DESCRIPTION
 DV0893
 DV0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DV0893'16.15 MI SE FROM TONOPAH.
 DV0893'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0893'10 OVERPASS AT TONOPAH, THENCE 1.95 SOUTH ALONG JOHNSON ROAD TO I-10
 DV0893'WHICH IS UNDER CONSTRUCTION, THENCE 1.0 MILE EAST ALONG THE SOUTH
 DV0893'RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 DV0893'INCHES, 93 FEET WEST OF A POWER LINE, 63 FEET WEST OF A WASH AND 2
 DV0893'FEET SOUTH OF A WITNESS POST AND SIGN.  THE MARK IS SET ON LINE OF
 DV0893'PROPOSED FENCELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0839 ***********************************************************************
 CG0839  DESIGNATION -  D 418
 CG0839  PID         -  CG0839
 CG0839  STATE/COUNTY-  AZ/PIMA
 CG0839  USGS QUAD   -  THE NARROWS (1981)
 CG0839
 CG0839                         *CURRENT SURVEY CONTROL
 CG0839  ___________________________________________________________________
 CG0839* NAD 83(1986)-  31 58 53.     (N)    110 32 14.     (W)     SCALED    
 CG0839* NAVD 88     -      1133.704  (meters)    3719.49   (feet)  ADJUSTED  
 CG0839  ___________________________________________________________________
 CG0839  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG0839  DYNAMIC HT  -        1132.032 (meters)    3714.01  (feet)  COMP
 CG0839  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 CG0839  OBS GRAVITY -     979,126.2   (mgal)                       GRAV_OBS
 CG0839
 CG0839  VERT ORDER  -  FIRST     CLASS II
 CG0839
 CG0839.The horizontal coordinates were scaled from a topographic map and have
 CG0839.an estimated accuracy of +/- 6 seconds.
 CG0839
 CG0839.The orthometric height was determined by differential leveling
 CG0839.and adjusted in June 1991.
 CG0839
 CG0839.The geoid height was determined by GEOID03.
 CG0839
 CG0839.The dynamic height is computed by dividing the NAVD 88
 CG0839.geopotential number by the normal gravity value computed on the
 CG0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0839.degrees latitude (g = 980.6199 gals.).
 CG0839
 CG0839.The modeled gravity was interpolated from observed gravity values.
 CG0839.The observed gravity was obtained from relative gravimeter ties
 CG0839.to the IGSN71 gravity network.
 CG0839
 CG0839;                    North         East    Units  Estimated Accuracy
 CG0839;SPC AZ C     -   109,640.      343,730.      MT  (+/- 180 meters Scaled)
 CG0839
 CG0839                          SUPERSEDED SURVEY CONTROL
 CG0839
 CG0839.No superseded survey control is available for this station.
 CG0839
 CG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA437384(NAD 83)
 CG0839_MARKER: DB = BENCH MARK DISK
 CG0839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0839_SP_SET: STAINLESS STEEL ROD
 CG0839_STAMPING: D 418 1979
 CG0839_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0839_ROD/PIPE-DEPTH: 4.88 meters
 CG0839
 CG0839  HISTORY     - Date     Condition        Report By
 CG0839  HISTORY     - 1979     MONUMENTED       NGS
 CG0839
 CG0839                          STATION DESCRIPTION
 CG0839
 CG0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0839'14.4 MI WEST FROM BENSON.
 CG0839'14.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0839'OVERPASS AT BENSON, ABOUT 0.1 MILE WEST OF THE CROSSING OF TELEPHONE
 CG0839'POLES, 95 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE,
 CG0839'69.5 FEET SOUTH OF MILE POST 291, 25.5 FEET WEST OF THE CENTER OF A
 CG0839'GATE ACROSS A PRIVATE ROAD LEADING SOUTH AND 2 FEET NORTH OF THE
 CG0839'SOUTH RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CG0839'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CG0839'THE MARK IS 1 FT BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0621 ***********************************************************************
 CY0621  DESIGNATION -  D 419
 CY0621  PID         -  CY0621
 CY0621  STATE/COUNTY-  AZ/COCHISE
 CY0621  USGS QUAD   -  RAILROAD PASS (1979)
 CY0621
 CY0621                         *CURRENT SURVEY CONTROL
 CY0621  ___________________________________________________________________
 CY0621* NAD 83(1986)-  32 21 34.     (N)    109 40 14.     (W)     SCALED    
 CY0621* NAVD 88     -      1277.210  (meters)    4190.31   (feet)  ADJUSTED  
 CY0621  ___________________________________________________________________
 CY0621  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0621  DYNAMIC HT  -        1275.313 (meters)    4184.09  (feet)  COMP
 CY0621  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 CY0621
 CY0621  VERT ORDER  -  FIRST     CLASS II
 CY0621
 CY0621.The horizontal coordinates were scaled from a topographic map and have
 CY0621.an estimated accuracy of +/- 6 seconds.
 CY0621
 CY0621.The orthometric height was determined by differential leveling
 CY0621.and adjusted in June 1991.
 CY0621
 CY0621.The geoid height was determined by GEOID03.
 CY0621
 CY0621.The dynamic height is computed by dividing the NAVD 88
 CY0621.geopotential number by the normal gravity value computed on the
 CY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0621.degrees latitude (g = 980.6199 gals.).
 CY0621
 CY0621.The modeled gravity was interpolated from observed gravity values.
 CY0621
 CY0621;                    North         East    Units  Estimated Accuracy
 CY0621;SPC AZ E     -   150,830.      260,050.      MT  (+/- 180 meters Scaled)
 CY0621
 CY0621                          SUPERSEDED SURVEY CONTROL
 CY0621
 CY0621.No superseded survey control is available for this station.
 CY0621
 CY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA250810(NAD 83)
 CY0621_MARKER: DB = BENCH MARK DISK
 CY0621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0621_SP_SET: STAINLESS STEEL ROD
 CY0621_STAMPING: D 419 1979
 CY0621_PROJECTION: FLUSH
 CY0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0621_ROD/PIPE-DEPTH: 7.0  meters
 CY0621
 CY0621  HISTORY     - Date     Condition        Report By
 CY0621  HISTORY     - 1979     MONUMENTED       NGS
 CY0621
 CY0621                          STATION DESCRIPTION
 CY0621
 CY0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0621'20.6 KM NE FROM WILLCOX.
 CY0621'20.6 KILOMETERS (12.75 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0621'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.5 KILOMETER (0.3 MILE) EAST
 CY0621'OF MILE POST 353, AT THE WEST END OF A CUT, 26.7 METERS (87.5 FEET)
 CY0621'SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 42.4 METERS
 CY0621'(139 FEET) EAST OF THE NORTH FENCE CORNER POST OF AN OFFSET IN THE
 CY0621'SOUTH RIGHT-OF-WAY FENCE, 31.5 METERS (103.5 FEET) WEST OF A POWER
 CY0621'LINE POLE AND 0.8 METER (2.6 FEET) NORTH OF THE SOUTH RIGHT-OF-WAY
 CY0621'FENCE.
 CY0621'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 CY0621'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0250 ***********************************************************************
 ER0250  DESIGNATION -  D 42
 ER0250  PID         -  ER0250
 ER0250  STATE/COUNTY-  AZ/APACHE
 ER0250  USGS QUAD   -  GREENS PEAK (1969)
 ER0250
 ER0250                         *CURRENT SURVEY CONTROL
 ER0250  ___________________________________________________________________
 ER0250* NAD 83(1986)-  34 03 14.     (N)    109 31 22.     (W)     SCALED    
 ER0250* NAVD 88     -      2780.795  (meters)    9123.32   (feet)  ADJUSTED  
 ER0250  ___________________________________________________________________
 ER0250  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0250  DYNAMIC HT  -        2776.174 (meters)    9108.16  (feet)  COMP
 ER0250  MODELED GRAV-     978,872.3   (mgal)                       NAVD 88
 ER0250
 ER0250  VERT ORDER  -  FIRST     CLASS II
 ER0250
 ER0250.The horizontal coordinates were scaled from a topographic map and have
 ER0250.an estimated accuracy of +/- 6 seconds.
 ER0250
 ER0250.The orthometric height was determined by differential leveling
 ER0250.and adjusted in June 1991.
 ER0250.WARNING-Repeat measurements at this control monument indicate possible
 ER0250.vertical movement.
 ER0250
 ER0250.The geoid height was determined by GEOID03.
 ER0250
 ER0250.The dynamic height is computed by dividing the NAVD 88
 ER0250.geopotential number by the normal gravity value computed on the
 ER0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0250.degrees latitude (g = 980.6199 gals.).
 ER0250
 ER0250.The modeled gravity was interpolated from observed gravity values.
 ER0250
 ER0250;                    North         East    Units  Estimated Accuracy
 ER0250;SPC AZ E     -   338,820.      272,800.      MT  (+/- 180 meters Scaled)
 ER0250
 ER0250                          SUPERSEDED SURVEY CONTROL
 ER0250
 ER0250  NGVD 29 (??/??/92) 2779.572  (m)         9119.31   (f) ADJ UNCH    1 2
 ER0250
 ER0250.Superseded values are not recommended for survey control.
 ER0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0250.See file dsdata.txt to determine how the superseded data were derived.
 ER0250
 ER0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC363691(NAD 83)
 ER0250_MARKER: DB = BENCH MARK DISK
 ER0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0250_STAMPING: D-42 1934
 ER0250_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0250+STABILITY: SURFACE MOTION
 ER0250
 ER0250  HISTORY     - Date     Condition        Report By
 ER0250  HISTORY     - 1934     MONUMENTED       CGS
 ER0250  HISTORY     - 1970     GOOD             USGS
 ER0250  HISTORY     - 1980     GOOD             NGS
 ER0250
 ER0250                          STATION DESCRIPTION
 ER0250
 ER0250'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0250'15.7 MI W FROM EAGAR.
 ER0250'14.5 MILES WEST ALONG STATE HWY. 73 FROM THE JUNCTION OF STATE HWY. 73
 ER0250'AND U.S. HWY 180B IN EAGAR, ARIZONA TO THE JUNCTION OF TWO DIRT ROADS
 ER0250'IN A VERY LARGE MOUNTAIN MEADOW.  ONE ROAD LEADS SOUTH, AND THE OTHER
 ER0250'NORTH-- GO NORTH ON DIRT ROAD FOR 400 FT. TO A T JUNCTION WITH ANOTHER
 ER0250'DIRT ROAD.  BM IS 27 FT. NORTH OF THE CENTER OF THE T JUNCTION. A
 ER0250'STANDARD DISK STAMPED D-42 1934 AND SET IN THE TOP OF A CONCRETE POST
 ER0250'PROJECTING 6 INCHES ABOVE THE GROUND.
 ER0250
 ER0250                          STATION RECOVERY (1980)
 ER0250
 ER0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0250'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0250'OFFICE IN EAGAR, THENCE 23.5 KM (14.6 MI) WEST ALONG STATE
 ER0250'HIGHWAY 260, THENCE 0.1 KM (0.05 MI) NORTH ALONG A TRACK
 ER0250'ROAD LEADING NORTH TO A T-JUNCTION IN A LARGE CLEARED AREA, 121.9
 ER0250'METERS (400.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.4
 ER0250'METERS (34.0 FT) NORTHWEST OF THE CENTER OF THE T-JUNCTION AND 7.9
 ER0250'METERS (26.0 FT) NORTH OF THE CENTER OF A EAST-WEST TRACK ROAD.
 ER0250'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0250'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0598 ***********************************************************************
 CY0598  DESIGNATION -  D 420
 CY0598  PID         -  CY0598
 CY0598  STATE/COUNTY-  AZ/COCHISE
 CY0598  USGS QUAD   -  COCHISE (1985)
 CY0598
 CY0598                         *CURRENT SURVEY CONTROL
 CY0598  ___________________________________________________________________
 CY0598* NAD 83(1986)-  32 03 14.     (N)    109 53 18.     (W)     SCALED    
 CY0598* NAVD 88     -      1274.628  (meters)    4181.84   (feet)  ADJUSTED  
 CY0598  ___________________________________________________________________
 CY0598  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY0598  DYNAMIC HT  -        1272.690 (meters)    4175.48  (feet)  COMP
 CY0598  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 CY0598
 CY0598  VERT ORDER  -  FIRST     CLASS II
 CY0598
 CY0598.The horizontal coordinates were scaled from a topographic map and have
 CY0598.an estimated accuracy of +/- 6 seconds.
 CY0598
 CY0598.The orthometric height was determined by differential leveling
 CY0598.and adjusted in June 1991.
 CY0598
 CY0598.The geoid height was determined by GEOID03.
 CY0598
 CY0598.The dynamic height is computed by dividing the NAVD 88
 CY0598.geopotential number by the normal gravity value computed on the
 CY0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0598.degrees latitude (g = 980.6199 gals.).
 CY0598
 CY0598.The modeled gravity was interpolated from observed gravity values.
 CY0598
 CY0598;                    North         East    Units  Estimated Accuracy
 CY0598;SPC AZ E     -   116,880.      239,640.      MT  (+/- 180 meters Scaled)
 CY0598
 CY0598                          SUPERSEDED SURVEY CONTROL
 CY0598
 CY0598.No superseded survey control is available for this station.
 CY0598
 CY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA049469(NAD 83)
 CY0598_MARKER: DB = BENCH MARK DISK
 CY0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0598_SP_SET: STAINLESS STEEL ROD
 CY0598_STAMPING: D 420 1980
 CY0598_PROJECTION: FLUSH
 CY0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0598_ROD/PIPE-DEPTH: 7.5  meters
 CY0598
 CY0598  HISTORY     - Date     Condition        Report By
 CY0598  HISTORY     - 1980     MONUMENTED       NGS
 CY0598
 CY0598                          STATION DESCRIPTION
 CY0598
 CY0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0598'24.3 KM SW FROM WILLCOX.
 CY0598'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0598'RAILROAD FROM THE STATION IN WILLCOX, THENCE 9.2 KILOMETERS (5.7
 CY0598'MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.1 KILOMETER (0.05 MILE)
 CY0598'NORTHWEST OF HIGHWAY MILEPOST 57, 0.9 KILOMETER (0.55 MILE) SOUTHEAST
 CY0598'OF THE MAIN ENTRANCE TO THE APACHE ELECTRIC STATION, 0.6 METER (2
 CY0598'FEET) NORTHEAST OF THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND AN
 CY0598'ELECTRIC SUBSTATION, 15.8 METERS (52 FEET) SOUTHWEST OF THE
 CY0598'CENTERLINE OF THE HIGHWAY, 1.2 METERS (4 FEET) NORTHWEST OF A
 CY0598'NORTHWEST CORNER IN THE RIGHT-OF-WAY FENCE.
 CY0598'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0598'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0225 ***********************************************************************
 CF0225  DESIGNATION -  D 421
 CF0225  PID         -  CF0225
 CF0225  STATE/COUNTY-  AZ/COCHISE
 CF0225  USGS QUAD   -  ELFRIDA (1986)
 CF0225
 CF0225                         *CURRENT SURVEY CONTROL
 CF0225  ___________________________________________________________________
 CF0225* NAD 83(1986)-  31 41 35.     (N)    109 41 14.     (W)     SCALED    
 CF0225* NAVD 88     -      1265.752  (meters)    4152.72   (feet)  ADJUSTED  
 CF0225  ___________________________________________________________________
 CF0225  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0225  DYNAMIC HT  -        1263.782 (meters)    4146.26  (feet)  COMP
 CF0225  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 CF0225
 CF0225  VERT ORDER  -  FIRST     CLASS II
 CF0225
 CF0225.The horizontal coordinates were scaled from a topographic map and have
 CF0225.an estimated accuracy of +/- 6 seconds.
 CF0225
 CF0225.The orthometric height was determined by differential leveling
 CF0225.and adjusted in June 1991.
 CF0225
 CF0225.The geoid height was determined by GEOID03.
 CF0225
 CF0225.The dynamic height is computed by dividing the NAVD 88
 CF0225.geopotential number by the normal gravity value computed on the
 CF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0225.degrees latitude (g = 980.6199 gals.).
 CF0225
 CF0225.The modeled gravity was interpolated from observed gravity values.
 CF0225
 CF0225;                    North         East    Units  Estimated Accuracy
 CF0225;SPC AZ E     -    76,940.      258,810.      MT  (+/- 180 meters Scaled)
 CF0225
 CF0225                          SUPERSEDED SURVEY CONTROL
 CF0225
 CF0225.No superseded survey control is available for this station.
 CF0225
 CF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244071(NAD 83)
 CF0225_MARKER: DB = BENCH MARK DISK
 CF0225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0225_SP_SET: STAINLESS STEEL ROD
 CF0225_STAMPING: D 421 1980
 CF0225_PROJECTION: FLUSH
 CF0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0225_ROD/PIPE-DEPTH: 3.0  meters
 CF0225
 CF0225  HISTORY     - Date     Condition        Report By
 CF0225  HISTORY     - 1980     MONUMENTED       NGS
 CF0225
 CF0225                          STATION DESCRIPTION
 CF0225
 CF0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0225'1.2 KM NORTH FROM ELFRIDA.
 CF0225'1.2 KILOMETERS (0.75 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0225'THE POST OFFICE IN ELFRIDA, 0.8 KILOMETER (0.5 MILE) SOUTH
 CF0225'OF GLEESON ROAD, 14.2 METERS (46.6 FEET) WEST OF THE
 CF0225'CENTERLINE OF THE HIGHWAY, 32.0 METERS (105 FEET) NORTH OF
 CF0225'THE CENTER OF A DRIVEWAY LEADING WEST TO THE ROBERTSON RESIDENCE,
 CF0225'21.0 METERS (69 FEET) NORTH OF A POWERLINE CROSSING AND POWER
 CF0225'POLE, 9.0 METERS (29.6 FEET) WEST OF MILEPOST 25, 0.3 METER
 CF0225'(1 FOOT) EAST OF THE RIGHT-OF-WAY FENCE.
 CF0225'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0225'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1514 ***********************************************************************
 CZ1514  DESIGNATION -  D 422
 CZ1514  PID         -  CZ1514
 CZ1514  STATE/COUNTY-  AZ/PINAL
 CZ1514  USGS QUAD   -  CHUICHU (1992)
 CZ1514
 CZ1514                         *CURRENT SURVEY CONTROL
 CZ1514  ___________________________________________________________________
 CZ1514* NAD 83(1986)-  32 51 54.     (N)    111 45 27.     (W)     SCALED    
 CZ1514* NAVD 88     -       428.310  (meters)    1405.21   (feet)  READJUSTED
 CZ1514  ___________________________________________________________________
 CZ1514  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ1514  DYNAMIC HT  -         427.790 (meters)    1403.51  (feet)  COMP
 CZ1514  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 CZ1514  OBS GRAVITY -     979,402.8   (mgal)                       GRAV_OBS
 CZ1514
 CZ1514  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1514
 CZ1514.The horizontal coordinates were scaled from a topographic map and have
 CZ1514.an estimated accuracy of +/- 6 seconds.
 CZ1514
 CZ1514.The orthometric height was determined by differential leveling
 CZ1514.and adjusted in April 1999.
 CZ1514.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1514.mark was located on a no-check spur therefore a value was not computed.
 CZ1514.The height was derived from older observations constrained to new
 CZ1514.heights in a crustal motion area.  The height is approximate in
 CZ1514.relation to other heights in its vicinity.
 CZ1514.No vertical observational check was made to the station.
 CZ1514
 CZ1514.The geoid height was determined by GEOID03.
 CZ1514
 CZ1514.The dynamic height is computed by dividing the NAVD 88
 CZ1514.geopotential number by the normal gravity value computed on the
 CZ1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1514.degrees latitude (g = 980.6199 gals.).
 CZ1514
 CZ1514.The modeled gravity was interpolated from observed gravity values.
 CZ1514.The observed gravity was obtained from relative gravimeter ties
 CZ1514.to the IGSN71 gravity network.
 CZ1514
 CZ1514;                    North         East    Units  Estimated Accuracy
 CZ1514;SPC AZ C     -   206,790.      228,260.      MT  (+/- 180 meters Scaled)
 CZ1514
 CZ1514                          SUPERSEDED SURVEY CONTROL
 CZ1514
 CZ1514  NAVD 88 (06/15/91)  428.308  (m)         1405.21   (f) UNKNOWN     1 2
 CZ1514
 CZ1514.Superseded values are not recommended for survey control.
 CZ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1514.See file dsdata.txt to determine how the superseded data were derived.
 CZ1514
 CZ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291365(NAD 83)
 CZ1514_MARKER: DB = BENCH MARK DISK
 CZ1514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1514_SP_SET: HEADWALL
 CZ1514_STAMPING: D 422 1980
 CZ1514_MARK LOGO: NGS   
 CZ1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1514+STABILITY: SURFACE MOTION
 CZ1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1514+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ1514
 CZ1514  HISTORY     - Date     Condition        Report By
 CZ1514  HISTORY     - 1980     MONUMENTED       NGS
 CZ1514  HISTORY     - 1984     GOOD             NGS
 CZ1514  HISTORY     - 20030408 GOOD             NGS
 CZ1514  HISTORY     - 20070407 GOOD             GEOCAC
 CZ1514
 CZ1514                          STATION DESCRIPTION
 CZ1514
 CZ1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1514'1.3 KM SOUTH FROM CASA GRANDE.
 CZ1514'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1514'RAILROAD STATION IN CASA GRANDE, AT THE INTERSECTION OF A PAVED ROAD
 CZ1514'LEADING EAST-WEST, SET IN TOP OF THE EAST END OF THE NORTH CONCRETE
 CZ1514'HEADWALL OF A DOUBLE PIPE CULVERT UNDER THE PAVED ROAD, 11.7 METERS
 CZ1514'(38.3 FEET) WEST OF THE CENTERLINE OF COVERED WELLS ROAD, 10.4 METERS
 CZ1514'(34 FEET) NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 1.6 METERS
 CZ1514'(5.1 FEET) WEST OF THE EAST END OF THE HEADWALL.
 CZ1514'THE MARK IS 0.6 M ABOVE COVERED WELLS ROAD.
 CZ1514
 CZ1514                          STATION RECOVERY (1984)
 CZ1514
 CZ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1514'RECOVERED IN GOOD CONDITION.
 CZ1514
 CZ1514                          STATION RECOVERY (2003)
 CZ1514
 CZ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1514'COVERED WELLS ROAD IS NOW CHUICHU ROAD, WHICH IS SOUTH EXTENSION OF
 CZ1514'SOUTH FLORENCE ST (WHICH CROSSES UPRR AT OLD SPRR STATION).  EAST-WEST
 CZ1514'ROAD IS CALLED PETERS ROAD.
 CZ1514
 CZ1514                          STATION RECOVERY (2007)
 CZ1514
 CZ1514'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0891 ***********************************************************************
 CG0891  DESIGNATION -  D 423
 CG0891  PID         -  CG0891
 CG0891  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0891  USGS QUAD   -  NOGALES (1981)
 CG0891
 CG0891                         *CURRENT SURVEY CONTROL
 CG0891  ___________________________________________________________________
 CG0891* NAD 83(1986)-  31 20 20.     (N)    110 56 06.     (W)     SCALED    
 CG0891* NAVD 88     -      1172.369  (meters)    3846.35   (feet)  ADJUSTED  
 CG0891  ___________________________________________________________________
 CG0891  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0891  DYNAMIC HT  -        1170.549 (meters)    3840.38  (feet)  COMP
 CG0891  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 CG0891
 CG0891  VERT ORDER  -  FIRST     CLASS II
 CG0891
 CG0891.The horizontal coordinates were scaled from a topographic map and have
 CG0891.an estimated accuracy of +/- 6 seconds.
 CG0891
 CG0891.The orthometric height was determined by differential leveling
 CG0891.and adjusted in June 1991.
 CG0891
 CG0891.The geoid height was determined by GEOID03.
 CG0891
 CG0891.The dynamic height is computed by dividing the NAVD 88
 CG0891.geopotential number by the normal gravity value computed on the
 CG0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0891.degrees latitude (g = 980.6199 gals.).
 CG0891
 CG0891.The modeled gravity was interpolated from observed gravity values.
 CG0891
 CG0891;                    North         East    Units  Estimated Accuracy
 CG0891;SPC AZ C     -    37,990.      306,770.      MT  (+/- 180 meters Scaled)
 CG0891
 CG0891                          SUPERSEDED SURVEY CONTROL
 CG0891
 CG0891.No superseded survey control is available for this station.
 CG0891
 CG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV061671(NAD 83)
 CG0891_MARKER: DB = BENCH MARK DISK
 CG0891_SETTING: 66 = SET IN ROCK OUTCROP
 CG0891_SP_SET: ROCK OUTCROP
 CG0891_STAMPING: D 423 1980
 CG0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0891+STABILITY: POSITION/ELEVATION WELL
 CG0891
 CG0891  HISTORY     - Date     Condition        Report By
 CG0891  HISTORY     - 1980     MONUMENTED       NGS
 CG0891
 CG0891                          STATION DESCRIPTION
 CG0891
 CG0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0891'0.5 KM NE FROM NOGALES.
 CG0891'0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG MORLEY AVENUE FROM THE COUNTY
 CG0891'COURTHOUSE IN NOGALES, AT THE EAST CORNER OF AND 1 METER (3 FEET)
 CG0891'HIGHER THAN THE ASPHALT PARKING LOT BETWEEN THE LAW OFFICES AT
 CG0891'551 AND 555 MORLEY AVENUE, IN TOP OF THE NORTHWEST SLOPE OF A MASSIVE
 CG0891'SANDSTONE OUTCROP, 23.1 METERS (76 FEET) SOUTHEAST OF THE SOUTHEAST
 CG0891'CURB OF MORLEY AVENUE, 3.1 METERS (10.2 FEET) NORTH OF THE CENTER OF
 CG0891'THE REAR DOOR AT 551 MORLEY AVENUE AND 1.9 METERS (6.4 FEET)
 CG0891'SOUTHEAST OF THE EAST CORNER OF THE LAW OFFICE AT 551 MORLEY.
 CG0891'THE MARK IS 1.5 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1434 ***********************************************************************
 CZ1434  DESIGNATION -  D 424
 CZ1434  PID         -  CZ1434
 CZ1434  STATE/COUNTY-  AZ/PIMA
 CZ1434  USGS QUAD   -  MARANA (1992)
 CZ1434
 CZ1434                         *CURRENT SURVEY CONTROL
 CZ1434  ___________________________________________________________________
 CZ1434* NAD 83(1986)-  32 25 28.     (N)    111 09 48.     (W)     SCALED    
 CZ1434* NAVD 88     -       623.170  (meters)    2044.52   (feet)  ADJUSTED  
 CZ1434  ___________________________________________________________________
 CZ1434  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ1434  DYNAMIC HT  -         622.349 (meters)    2041.82  (feet)  COMP
 CZ1434  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 CZ1434  OBS GRAVITY -     979,303.4   (mgal)                       GRAV_OBS
 CZ1434
 CZ1434  VERT ORDER  -  FIRST     CLASS II
 CZ1434
 CZ1434.The horizontal coordinates were scaled from a topographic map and have
 CZ1434.an estimated accuracy of +/- 6 seconds.
 CZ1434
 CZ1434.The orthometric height was determined by differential leveling
 CZ1434.and adjusted in June 1991.
 CZ1434
 CZ1434.The geoid height was determined by GEOID03.
 CZ1434
 CZ1434.The dynamic height is computed by dividing the NAVD 88
 CZ1434.geopotential number by the normal gravity value computed on the
 CZ1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1434.degrees latitude (g = 980.6199 gals.).
 CZ1434
 CZ1434.The modeled gravity was interpolated from observed gravity values.
 CZ1434.The observed gravity was obtained from relative gravimeter ties
 CZ1434.to the IGSN71 gravity network.
 CZ1434
 CZ1434;                    North         East    Units  Estimated Accuracy
 CZ1434;SPC AZ C     -   158,180.      284,210.      MT  (+/- 180 meters Scaled)
 CZ1434
 CZ1434                          SUPERSEDED SURVEY CONTROL
 CZ1434
 CZ1434.No superseded survey control is available for this station.
 CZ1434
 CZ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA846874(NAD 83)
 CZ1434_MARKER: DB = BENCH MARK DISK
 CZ1434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1434_SP_SET: OVERPASS PIER
 CZ1434_STAMPING: D 424 1980
 CZ1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1434+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1434
 CZ1434  HISTORY     - Date     Condition        Report By
 CZ1434  HISTORY     - 1980     MONUMENTED       NGS
 CZ1434  HISTORY     - 19960207 GOOD             USPSQD
 CZ1434  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1434
 CZ1434                          STATION DESCRIPTION
 CZ1434
 CZ1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1434'29.3 KM NW FROM TUCSON.
 CZ1434'29.3 KILOMETERS (18.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1434'RAILROAD FROM THE STATION AT TUCSON, AT THE INTERSTATE HIGHWAY 10
 CZ1434'BRIDGE OVER TANGERINE ROAD, SET VERTICALLY IN THE NORTHEAST FACE OF
 CZ1434'THE NORTHEAST PIER OF THE SOUTHEAST ROW OF PIERS FOR THE WESTBOUND
 CZ1434'TRAFFIC LANE, 9.4 METERS (31 FEET) SOUTHEAST OF THE CENTERLINE OF
 CZ1434'THE ROAD AND 1.5 METERS (5.0 FEET) ABOVE THE GROUND.
 CZ1434'THE MARK IS 1 M ABOVE THE ROAD.
 CZ1434
 CZ1434                          STATION RECOVERY (1996)
 CZ1434
 CZ1434'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1434'RECOVERED IN GOOD CONDITION.
 CZ1434
 CZ1434                          STATION RECOVERY (2006)
 CZ1434
 CZ1434'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0426 ***********************************************************************
 DT0426  DESIGNATION -  D 43
 DT0426  PID         -  DT0426
 DT0426  STATE/COUNTY-  AZ/NAVAJO
 DT0426  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0426
 DT0426                         *CURRENT SURVEY CONTROL
 DT0426  ___________________________________________________________________
 DT0426* NAD 83(1986)-  33 55 56.     (N)    109 56 16.     (W)     SCALED    
 DT0426* NAVD 88     -      1760.483  (meters)    5775.85   (feet)  ADJUSTED  
 DT0426  ___________________________________________________________________
 DT0426  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DT0426  DYNAMIC HT  -        1757.870 (meters)    5767.28  (feet)  COMP
 DT0426  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 DT0426
 DT0426  VERT ORDER  -  FIRST     CLASS II
 DT0426
 DT0426.The horizontal coordinates were scaled from a topographic map and have
 DT0426.an estimated accuracy of +/- 6 seconds.
 DT0426
 DT0426.The orthometric height was determined by differential leveling
 DT0426.and adjusted in June 1991.
 DT0426
 DT0426.The geoid height was determined by GEOID03.
 DT0426
 DT0426.The dynamic height is computed by dividing the NAVD 88
 DT0426.geopotential number by the normal gravity value computed on the
 DT0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0426.degrees latitude (g = 980.6199 gals.).
 DT0426
 DT0426.The modeled gravity was interpolated from observed gravity values.
 DT0426
 DT0426;                    North         East    Units  Estimated Accuracy
 DT0426;SPC AZ E     -   325,160.      234,520.      MT  (+/- 180 meters Scaled)
 DT0426
 DT0426                          SUPERSEDED SURVEY CONTROL
 DT0426
 DT0426  NGVD 29 (??/??/92) 1759.671  (m)         5773.19   (f) ADJ UNCH    1 2
 DT0426
 DT0426.Superseded values are not recommended for survey control.
 DT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0426.See file dsdata.txt to determine how the superseded data were derived.
 DT0426
 DT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC981551(NAD 83)
 DT0426_MARKER: DB = BENCH MARK DISK
 DT0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0426_STAMPING: D 43 1934
 DT0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0426+STABILITY: SURFACE MOTION
 DT0426
 DT0426  HISTORY     - Date     Condition        Report By
 DT0426  HISTORY     - 1934     MONUMENTED       CGS
 DT0426  HISTORY     - 1966     MARK NOT FOUND   USGS
 DT0426
 DT0426                          STATION DESCRIPTION
 DT0426
 DT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0426'6.8 MI N FROM WHITERIVER.
 DT0426'6.8 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0426'375 FEET NORTH OF A SMALL BRIDGE, 45 FEET EAST OF THE CENTERLINE OF
 DT0426'THE HIGHWAY, 45 FEET SOUTH OF A POLE, AND IN LINE WITH A ROW OF POLES.
 DT0426'A STANDARD DISK, STAMPED D 43 1934 AND SET IN THE TOP OF A CONCRETE
 DT0426'POST.
 DT0426
 DT0426                          STATION RECOVERY (1966)
 DT0426
 DT0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DT0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1474 ***********************************************************************
 CZ1474  DESIGNATION -  D 430
 CZ1474  PID         -  CZ1474
 CZ1474  STATE/COUNTY-  AZ/PIMA
 CZ1474  USGS QUAD   -  TUCSON SE (1992)
 CZ1474
 CZ1474                         *CURRENT SURVEY CONTROL
 CZ1474  ___________________________________________________________________
 CZ1474* NAD 83(1986)-  32 06 54.     (N)    110 51 27.     (W)     SCALED    
 CZ1474* NAVD 88     -       846.461  (meters)    2777.10   (feet)  ADJUSTED  
 CZ1474  ___________________________________________________________________
 CZ1474  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ1474  DYNAMIC HT  -         845.254 (meters)    2773.14  (feet)  COMP
 CZ1474  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 CZ1474
 CZ1474  VERT ORDER  -  FIRST     CLASS II
 CZ1474
 CZ1474.The horizontal coordinates were scaled from a topographic map and have
 CZ1474.an estimated accuracy of +/- 6 seconds.
 CZ1474
 CZ1474.The orthometric height was determined by differential leveling
 CZ1474.and adjusted in June 1991.
 CZ1474
 CZ1474.The geoid height was determined by GEOID03.
 CZ1474
 CZ1474.The dynamic height is computed by dividing the NAVD 88
 CZ1474.geopotential number by the normal gravity value computed on the
 CZ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1474.degrees latitude (g = 980.6199 gals.).
 CZ1474
 CZ1474.The modeled gravity was interpolated from observed gravity values.
 CZ1474
 CZ1474;                    North         East    Units  Estimated Accuracy
 CZ1474;SPC AZ C     -   124,110.      313,310.      MT  (+/- 180 meters Scaled)
 CZ1474
 CZ1474                          SUPERSEDED SURVEY CONTROL
 CZ1474
 CZ1474.No superseded survey control is available for this station.
 CZ1474
 CZ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134531(NAD 83)
 CZ1474_MARKER: I = METAL ROD
 CZ1474_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1474_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1474_STAMPING: D 430 1979
 CZ1474_PROJECTION: FLUSH
 CZ1474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1474+STABILITY: POSITION/ELEVATION WELL
 CZ1474_ROD/PIPE-DEPTH: 10.7 meters
 CZ1474_SLEEVE-DEPTH  : 8.53 meters
 CZ1474
 CZ1474  HISTORY     - Date     Condition        Report By
 CZ1474  HISTORY     - 1979     MONUMENTED       NGS
 CZ1474  HISTORY     - 1996     MARK NOT FOUND   USPSQD
 CZ1474
 CZ1474                          STATION DESCRIPTION
 CZ1474
 CZ1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1474'8.5 MI SE FROM TUCSON.
 CZ1474'8.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1474'HIGHWAY 89 INTERCHANGE IN TUCSON, AT THE SOUTHEAST CORNER OF THE
 CZ1474'JUNCTION OF WILMOT ROAD AND INTERSTATE 10 OVERPASS, JUST EAST OF A
 CZ1474'TEXACO TRUCK STOP, 78 FEET EAST OF THE MEDIAN OF WILMOT ROAD, 65 FEET
 CZ1474'SOUTH OF THE CENTERLINE OF THE OFF RAMP FROM INTERSTATE 10, 57.3
 CZ1474'FEET NORTHEAST OF THE NORTHEAST PILLAR OF THE INTERSTATE 10 WEST LANE
 CZ1474'OVERPASS AND 18 FEET BELOW THE WESTBOUND LANES OF INTERSTATE 10.
 CZ1474'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CZ1474'THE MARK IS ABOVE LEVEL WITH ROAD.
 CZ1474
 CZ1474                          STATION RECOVERY (1996)
 CZ1474
 CZ1474'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0591 ***********************************************************************
 CY0591  DESIGNATION -  D 431
 CY0591  PID         -  CY0591
 CY0591  STATE/COUNTY-  AZ/COCHISE
 CY0591  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0591
 CY0591                         *CURRENT SURVEY CONTROL
 CY0591  ___________________________________________________________________
 CY0591* NAD 83(1986)-  32 08 20.     (N)    109 55 08.     (W)     SCALED    
 CY0591* NAVD 88     -      1273.494  (meters)    4178.12   (feet)  ADJUSTED  
 CY0591  ___________________________________________________________________
 CY0591  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0591  DYNAMIC HT  -        1271.569 (meters)    4171.81  (feet)  COMP
 CY0591  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 CY0591
 CY0591  VERT ORDER  -  FIRST     CLASS II
 CY0591
 CY0591.The horizontal coordinates were scaled from a topographic map and have
 CY0591.an estimated accuracy of +/- 6 seconds.
 CY0591
 CY0591.The orthometric height was determined by differential leveling
 CY0591.and adjusted in June 1991.
 CY0591
 CY0591.The geoid height was determined by GEOID03.
 CY0591
 CY0591.The dynamic height is computed by dividing the NAVD 88
 CY0591.geopotential number by the normal gravity value computed on the
 CY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0591.degrees latitude (g = 980.6199 gals.).
 CY0591
 CY0591.The modeled gravity was interpolated from observed gravity values.
 CY0591
 CY0591;                    North         East    Units  Estimated Accuracy
 CY0591;SPC AZ E     -   126,290.      236,740.      MT  (+/- 180 meters Scaled)
 CY0591
 CY0591                          SUPERSEDED SURVEY CONTROL
 CY0591
 CY0591.No superseded survey control is available for this station.
 CY0591
 CY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA019563(NAD 83)
 CY0591_MARKER: I = METAL ROD
 CY0591_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0591_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0591_STAMPING: D 431 1979
 CY0591_PROJECTION: FLUSH
 CY0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0591+STABILITY: POSITION/ELEVATION WELL
 CY0591_ROD/PIPE-DEPTH: 13.7 meters
 CY0591_SLEEVE-DEPTH  : 9.1 meters
 CY0591
 CY0591  HISTORY     - Date     Condition        Report By
 CY0591  HISTORY     - 1979     MONUMENTED       NGS
 CY0591  HISTORY     - 1980     GOOD             NGS
 CY0591
 CY0591                          STATION DESCRIPTION
 CY0591
 CY0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0591'16.1 KM SW FROM WILLCOX.
 CY0591'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0591'RAILROAD FROM THE STATION AT WILLCOX, THENCE 1.0 KILOMETER (0.6 MILE)
 CY0591'NORTHWEST ALONG U. S. HIGHWAY 666, AT THE CROSSING OF A TELEPHONE
 CY0591'LINE, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 24.7 METERS
 CY0591'(81 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS (48
 CY0591'FEET) NORTHWEST OF THE CENTER OF A CATTLE GUARD, 12.2 METERS (40 FEET)
 CY0591'WEST OF THE CENTERLINE OF THE ROAD, 6.1 METERS (20 FEET) NORTH OF
 CY0591'THE RIGHT-OF-WAY FENCE AND 3.5 METERS (11.5 FEET) WEST OF TELEPHONE
 CY0591'POLE 8396.
 CY0591'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CY0591'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0591
 CY0591                          STATION RECOVERY (1980)
 CY0591
 CY0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0855 ***********************************************************************
 CG0855  DESIGNATION -  D 432
 CG0855  PID         -  CG0855
 CG0855  STATE/COUNTY-  AZ/PIMA
 CG0855  USGS QUAD   -  SAHUARITA (1981)
 CG0855
 CG0855                         *CURRENT SURVEY CONTROL
 CG0855  ___________________________________________________________________
 CG0855* NAD 83(1986)-  31 57 30.     (N)    110 57 28.     (W)     SCALED    
 CG0855* NAVD 88     -       824.144  (meters)    2703.88   (feet)  ADJUSTED  
 CG0855  ___________________________________________________________________
 CG0855  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0855  DYNAMIC HT  -         822.963 (meters)    2700.00  (feet)  COMP
 CG0855  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 CG0855
 CG0855  VERT ORDER  -  FIRST     CLASS II
 CG0855
 CG0855.The horizontal coordinates were scaled from a topographic map and have
 CG0855.an estimated accuracy of +/- 6 seconds.
 CG0855
 CG0855.The orthometric height was determined by differential leveling
 CG0855.and adjusted in June 1991.
 CG0855
 CG0855.The geoid height was determined by GEOID03.
 CG0855
 CG0855.The dynamic height is computed by dividing the NAVD 88
 CG0855.geopotential number by the normal gravity value computed on the
 CG0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0855.degrees latitude (g = 980.6199 gals.).
 CG0855
 CG0855.The modeled gravity was interpolated from observed gravity values.
 CG0855
 CG0855;                    North         East    Units  Estimated Accuracy
 CG0855;SPC AZ C     -   106,650.      304,000.      MT  (+/- 180 meters Scaled)
 CG0855
 CG0855                          SUPERSEDED SURVEY CONTROL
 CG0855
 CG0855.No superseded survey control is available for this station.
 CG0855
 CG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA039358(NAD 83)
 CG0855_MARKER: I = METAL ROD
 CG0855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0855_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0855_STAMPING: D 432 1980
 CG0855_PROJECTION: FLUSH
 CG0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0855+STABILITY: POSITION/ELEVATION WELL
 CG0855_ROD/PIPE-DEPTH: 35   meters
 CG0855_SLEEVE-DEPTH  : 20 meters
 CG0855
 CG0855  HISTORY     - Date     Condition        Report By
 CG0855  HISTORY     - 1980     MONUMENTED       NGS
 CG0855  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0855  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 CG0855
 CG0855                          STATION DESCRIPTION
 CG0855
 CG0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0855'0.4 KM NORTH FROM SAHUARITA.
 CG0855'0.2 KILOMETER (0.1 MILE) NORTH ALONG U S HIGHWAY 89 FROM THE
 CG0855'POST OFFICE AT SAHUARITA, THENCE 0.2 KILOMETER (0.1 MILE)
 CG0855'WEST ALONG A PAVED ROAD, LOCATED AT THE SOUTHEAST CORNER OF A
 CG0855'SMALL BRICK BUILDING 50 PACES WEST OF A SUB STATION,
 CG0855'16.3 METERS (53.7 FEET) NORTH OF THE CENTERLINE OF THE PAVED
 CG0855'ROAD, 0.9 METER (3 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE
 CG0855'BUILDING.
 CG0855'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CG0855'THE MARK IS ABOVE LEVEL WITH THE ROAD..
 CG0855
 CG0855                          STATION RECOVERY (1995)
 CG0855
 CG0855'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0855'MARK NOT FOUND.
 CG0855
 CG0855                          STATION RECOVERY (1999)
 CG0855
 CG0855'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0684 ***********************************************************************
 CY0684  DESIGNATION -  D 436
 CY0684  PID         -  CY0684
 CY0684  STATE/COUNTY-  AZ/COCHISE
 CY0684  USGS QUAD   -  MONK DRAW (1979)
 CY0684
 CY0684                         *CURRENT SURVEY CONTROL
 CY0684  ___________________________________________________________________
 CY0684* NAD 83(1986)-  32 25 12.     (N)    109 39 48.     (W)     SCALED    
 CY0684* NAVD 88     -      1327.222  (meters)    4354.39   (feet)  ADJUSTED  
 CY0684  ___________________________________________________________________
 CY0684  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0684  DYNAMIC HT  -        1325.247 (meters)    4347.91  (feet)  COMP
 CY0684  MODELED GRAV-     979,104.4   (mgal)                       NAVD 88
 CY0684
 CY0684  VERT ORDER  -  FIRST     CLASS II
 CY0684
 CY0684.The horizontal coordinates were scaled from a topographic map and have
 CY0684.an estimated accuracy of +/- 6 seconds.
 CY0684
 CY0684.The orthometric height was determined by differential leveling
 CY0684.and adjusted in June 1991.
 CY0684
 CY0684.The geoid height was determined by GEOID03.
 CY0684
 CY0684.The dynamic height is computed by dividing the NAVD 88
 CY0684.geopotential number by the normal gravity value computed on the
 CY0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0684.degrees latitude (g = 980.6199 gals.).
 CY0684
 CY0684.The modeled gravity was interpolated from observed gravity values.
 CY0684
 CY0684;                    North         East    Units  Estimated Accuracy
 CY0684;SPC AZ E     -   157,550.      260,700.      MT  (+/- 180 meters Scaled)
 CY0684
 CY0684                          SUPERSEDED SURVEY CONTROL
 CY0684
 CY0684.No superseded survey control is available for this station.
 CY0684
 CY0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA256877(NAD 83)
 CY0684_MARKER: DB = BENCH MARK DISK
 CY0684_SETTING: 66 = SET IN ROCK OUTCROP
 CY0684_SP_SET: ROCK OUTCROP
 CY0684_STAMPING: D 436 1979
 CY0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0684+STABILITY: POSITION/ELEVATION WELL
 CY0684
 CY0684  HISTORY     - Date     Condition        Report By
 CY0684  HISTORY     - 1979     MONUMENTED       NGS
 CY0684  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0684
 CY0684                          STATION DESCRIPTION
 CY0684
 CY0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0684'28.9 MI SOUTH FROM SAFFORD.
 CY0684'28.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0684'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF HIGHWAY MILE POST 92, SET IN
 CY0684'THE TOP OF A GRANITE OUTCROP, 22.5 FEET EAST OF THE CENTERLINE OF THE
 CY0684'HIGHWAY, 128 FEET NORTH OF THE SOUTH END OF A HIGHWAY CUT AND 1 FOOT
 CY0684'ABOVE THE BASE OF THE WITNESS POST.
 CY0684'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CY0684'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 CY0684
 CY0684                          STATION RECOVERY (2008)
 CY0684
 CY0684'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0684'THE WITNESS POST WAS NOT FOUND. A LEDGE OF ROCK WAS NOTED, BUT IT IS A
 CY0684'LOOSELY CONSOLIDATED CONGLOMERATE, AND NOT GRANITE. CONSIDERING THE
 CY0684'DIFFICULTY OF DETERMINING THE SOUTH END OF THE CUT, THE LACK OF A
 CY0684'WITNESS POST, AND THE POOR HOLDING QUALITY OF THE 'ROCK', THE SEARCH
 CY0684'WAS CUT SHORT BEFORE A RECOVERY WAS MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1160 ***********************************************************************
 DU1160  DESIGNATION -  D 437
 DU1160  PID         -  DU1160
 DU1160  STATE/COUNTY-  AZ/GILA
 DU1160  USGS QUAD   -  GLOBE (1982)
 DU1160
 DU1160                         *CURRENT SURVEY CONTROL
 DU1160  ___________________________________________________________________
 DU1160* NAD 83(1986)-  33 23 33.     (N)    110 46 58.     (W)     SCALED    
 DU1160* NAVD 88     -      1085.844  (meters)    3562.47   (feet)  ADJUSTED  
 DU1160  ___________________________________________________________________
 DU1160  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU1160  DYNAMIC HT  -        1084.371 (meters)    3557.64  (feet)  COMP
 DU1160  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 DU1160
 DU1160  VERT ORDER  -  FIRST     CLASS II
 DU1160
 DU1160.The horizontal coordinates were scaled from a topographic map and have
 DU1160.an estimated accuracy of +/- 6 seconds.
 DU1160
 DU1160.The orthometric height was determined by differential leveling
 DU1160.and adjusted in June 1991.
 DU1160
 DU1160.The geoid height was determined by GEOID03.
 DU1160
 DU1160.The dynamic height is computed by dividing the NAVD 88
 DU1160.geopotential number by the normal gravity value computed on the
 DU1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1160.degrees latitude (g = 980.6199 gals.).
 DU1160
 DU1160.The modeled gravity was interpolated from observed gravity values.
 DU1160
 DU1160;                    North         East    Units  Estimated Accuracy
 DU1160;SPC AZ E     -   265,450.      156,040.      MT  (+/- 180 meters Scaled)
 DU1160
 DU1160                          SUPERSEDED SURVEY CONTROL
 DU1160
 DU1160.No superseded survey control is available for this station.
 DU1160
 DU1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB202948(NAD 83)
 DU1160_MARKER: DB = BENCH MARK DISK
 DU1160_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1160_SP_SET: BRIDGE SIDEWALK
 DU1160_STAMPING: D 437 1979
 DU1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1160+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1160
 DU1160  HISTORY     - Date     Condition        Report By
 DU1160  HISTORY     - 1979     MONUMENTED       NGS
 DU1160  HISTORY     - 20030416 GOOD             AZ-007
 DU1160  HISTORY     - 20061112 GOOD             GEOCAC
 DU1160
 DU1160                          STATION DESCRIPTION
 DU1160
 DU1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1160'IN GLOBE.
 DU1160'0.5 MILES E ALONG US HWYS 60 AND 70 FROM THE NEW COUNTY
 DU1160'COURTHOUSE IN GLOBE, AT THE NE END OF A CONCRETE HWY BRIDGE
 DU1160'OVER THE SOUTHERN PACIFIC RR SWITCHING YARD. THE MARK IS SET
 DU1160'IN THE BRIDGE SIDEWALK, 7.6 METERS (25 FT) SW OF NE EDGE OF BRIDGE,
 DU1160'2.0 METERS (6.5 FT) SE OF NW EDGE OF BRIDGE SIDEWALK.
 DU1160'THIS MARK IS SET IN THE BRIDGE STRUCTURE WHOSE PILINGS GO TO A DEPTH
 DU1160'OF 35 FT.
 DU1160'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1160
 DU1160                          STATION RECOVERY (2003)
 DU1160
 DU1160'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1160'MONUMENT IS 0.5 MILES WEST ALONG US 60 FROM THE COUNTY COURTHOUSE. NOT
 DU1160'EAST.
 DU1160
 DU1160                          STATION RECOVERY (2006)
 DU1160
 DU1160'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1129 ***********************************************************************
 DU1129  DESIGNATION -  D 438
 DU1129  PID         -  DU1129
 DU1129  STATE/COUNTY-  AZ/GRAHAM
 DU1129  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1129
 DU1129                         *CURRENT SURVEY CONTROL
 DU1129  ___________________________________________________________________
 DU1129* NAD 83(1986)-  33 15 52.     (N)    110 18 18.     (W)     SCALED    
 DU1129* NAVD 88     -       851.050  (meters)    2792.15   (feet)  ADJUSTED  
 DU1129  ___________________________________________________________________
 DU1129  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DU1129  DYNAMIC HT  -         849.899 (meters)    2788.38  (feet)  COMP
 DU1129  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 DU1129
 DU1129  VERT ORDER  -  FIRST     CLASS II
 DU1129
 DU1129.The horizontal coordinates were scaled from a topographic map and have
 DU1129.an estimated accuracy of +/- 6 seconds.
 DU1129
 DU1129.The orthometric height was determined by differential leveling
 DU1129.and adjusted in June 1991.
 DU1129
 DU1129.The geoid height was determined by GEOID03.
 DU1129
 DU1129.The dynamic height is computed by dividing the NAVD 88
 DU1129.geopotential number by the normal gravity value computed on the
 DU1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1129.degrees latitude (g = 980.6199 gals.).
 DU1129
 DU1129.The modeled gravity was interpolated from observed gravity values.
 DU1129
 DU1129;                    North         East    Units  Estimated Accuracy
 DU1129;SPC AZ E     -   251,090.      200,470.      MT  (+/- 180 meters Scaled)
 DU1129
 DU1129                          SUPERSEDED SURVEY CONTROL
 DU1129
 DU1129.No superseded survey control is available for this station.
 DU1129
 DU1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB647808(NAD 83)
 DU1129_MARKER: DB = BENCH MARK DISK
 DU1129_SETTING: 66 = SET IN ROCK OUTCROP
 DU1129_SP_SET: ROCK OUTCROP
 DU1129_STAMPING: D 438 1979
 DU1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1129+STABILITY: POSITION/ELEVATION WELL
 DU1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1129+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2009
 DU1129
 DU1129  HISTORY     - Date     Condition        Report By
 DU1129  HISTORY     - 1979     MONUMENTED       NGS
 DU1129  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1129  HISTORY     - 20090113 GOOD             AZDT
 DU1129
 DU1129                          STATION DESCRIPTION
 DU1129
 DU1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1129'25.0 KM NW FROM BYLAS.
 DU1129'25.0 KILOMETERS (15.6 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1129'THE POST OFFICE IN BYLAS, IN THE APPROXIMATE CENTER OF A BROAD FLAT
 DU1129'LEDGE OVERLOOKING SALT CREEK, SET IN THE TOP OF A 2- BY 3-METER
 DU1129'AREA OF EXPOSED BEDROCK, 30.2 METERS (99 FEET) SOUTHEAST OF THE
 DU1129'CENTERLINE OF A DIRT ROAD LEADING SOUTH DOWN TO THE CREEK BED AND
 DU1129'17.7 METERS (58 FEET) SOUTHWEST OF THE SOUTHWEST HIGHWAY RIGHT-OF-
 DU1129'WAY FENCE.
 DU1129'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 DU1129'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1129
 DU1129                          STATION RECOVERY (2008)
 DU1129
 DU1129'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1129'A SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE MARK. THE
 DU1129'BROAD, FLAT LEDGE WAS LOCATED, BUT THE WITNESS POST HAS BEEN REMOVED.
 DU1129'CONSIDERABLE GRAVEL AND SAND HAS ACCUMULATED ON THE LEDGE, AND WITHOUT
 DU1129'THE GUIDANCE OF THE WITNESS POST, A METAL DETECTOR IS NEEDED.
 DU1129'ALTHOUGH SEVERAL SUSPECT AREAS WERE EXAMINED, AN EXHAUSTIVE SEARCH WAS
 DU1129'NOT POSSIBLE DUE TO TIME CONSTRAINTS.
 DU1129
 DU1129                          STATION RECOVERY (2009)
 DU1129
 DU1129'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2009 (JLI)
 DU1129'ON HIGHWAY 70 AT MILE POST 280.5, THERE IS A LARGE TURN OUT ON THE
 DU1129'WEST SIDE OF THE HIGHWAY, ON THE NORTHERLY END OF THE PULLOUT IS A
 DU1129'ACCESS ROAD THAT WILL GO TO THE OUTLET SIDE OF SALT CREEK, GO 30' DOWN
 DU1129'ACCESS ROAD AND TO THE SOUTH ABOUT 100 FEET IS THE WITNESS POST, THE
 DU1129'MARKER IS 1 METER SW FROM THE WITNESS POST AND 58' FROM THE RIGHT OF
 DU1129'WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0738 ***********************************************************************
 CY0738  DESIGNATION -  D 439
 CY0738  PID         -  CY0738
 CY0738  STATE/COUNTY-  AZ/GRAHAM
 CY0738  USGS QUAD   -  EDEN (1985)
 CY0738
 CY0738                         *CURRENT SURVEY CONTROL
 CY0738  ___________________________________________________________________
 CY0738* NAD 83(1986)-  32 55 56.     (N)    109 53 28.     (W)     SCALED    
 CY0738* NAVD 88     -       846.952  (meters)    2778.71   (feet)  ADJUSTED  
 CY0738  ___________________________________________________________________
 CY0738  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0738  DYNAMIC HT  -         845.777 (meters)    2774.85  (feet)  COMP
 CY0738  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 CY0738
 CY0738  VERT ORDER  -  FIRST     CLASS II
 CY0738
 CY0738.The horizontal coordinates were scaled from a topographic map and have
 CY0738.an estimated accuracy of +/- 6 seconds.
 CY0738
 CY0738.The orthometric height was determined by differential leveling
 CY0738.and adjusted in June 1991.
 CY0738
 CY0738.The geoid height was determined by GEOID03.
 CY0738
 CY0738.The dynamic height is computed by dividing the NAVD 88
 CY0738.geopotential number by the normal gravity value computed on the
 CY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0738.degrees latitude (g = 980.6199 gals.).
 CY0738
 CY0738.The modeled gravity was interpolated from observed gravity values.
 CY0738
 CY0738;                    North         East    Units  Estimated Accuracy
 CY0738;SPC AZ E     -   214,270.      239,130.      MT  (+/- 180 meters Scaled)
 CY0738
 CY0738                          SUPERSEDED SURVEY CONTROL
 CY0738
 CY0738.No superseded survey control is available for this station.
 CY0738
 CY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB036443(NAD 83)
 CY0738_MARKER: DB = BENCH MARK DISK
 CY0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0738_SP_SET: STAINLESS STEEL ROD
 CY0738_STAMPING: D 439 1979
 CY0738_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0738_ROD/PIPE-DEPTH: 9.75 meters
 CY0738
 CY0738  HISTORY     - Date     Condition        Report By
 CY0738  HISTORY     - 1979     MONUMENTED       NGS
 CY0738
 CY0738                          STATION DESCRIPTION
 CY0738
 CY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0738'4.8 MI NW FROM PIMA.
 CY0738'4.8 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0738'PIMA, 49.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 113
 CY0738'FEET SOUTHEAST OF HIGHWAY MILE POST 326, 15 FEET NORTHWEST OF THE
 CY0738'NORTHWEST END OF A METAL GATE IN THE RIGHT-OF-WAY FENCE AND 1 FOOT
 CY0738'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CY0738'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 CY0738'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0017 ***********************************************************************
 DU0017  DESIGNATION -  D 44
 DU0017  PID         -  DU0017
 DU0017  STATE/COUNTY-  AZ/GILA
 DU0017  USGS QUAD   -  POPCORN CANYON (1966)
 DU0017
 DU0017                         *CURRENT SURVEY CONTROL
 DU0017  ___________________________________________________________________
 DU0017* NAD 83(1986)-  33 40 01.     (N)    110 15 56.     (W)     SCALED    
 DU0017* NAVD 88     -      1787.749  (meters)    5865.31   (feet)  ADJUSTED  
 DU0017  ___________________________________________________________________
 DU0017  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DU0017  DYNAMIC HT  -        1785.106 (meters)    5856.64  (feet)  COMP
 DU0017  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 DU0017
 DU0017  VERT ORDER  -  FIRST     CLASS II
 DU0017
 DU0017.The horizontal coordinates were scaled from a topographic map and have
 DU0017.an estimated accuracy of +/- 6 seconds.
 DU0017
 DU0017.The orthometric height was determined by differential leveling
 DU0017.and adjusted in June 1991.
 DU0017
 DU0017.The geoid height was determined by GEOID03.
 DU0017
 DU0017.The dynamic height is computed by dividing the NAVD 88
 DU0017.geopotential number by the normal gravity value computed on the
 DU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0017.degrees latitude (g = 980.6199 gals.).
 DU0017
 DU0017.The modeled gravity was interpolated from observed gravity values.
 DU0017
 DU0017;                    North         East    Units  Estimated Accuracy
 DU0017;SPC AZ E     -   295,720.      204,190.      MT  (+/- 180 meters Scaled)
 DU0017
 DU0017                          SUPERSEDED SURVEY CONTROL
 DU0017
 DU0017  NGVD 29 (??/??/92) 1787.017  (m)         5862.90   (f) ADJ UNCH    1 2
 DU0017
 DU0017.Superseded values are not recommended for survey control.
 DU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0017.See file dsdata.txt to determine how the superseded data were derived.
 DU0017
 DU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC680254(NAD 83)
 DU0017_MARKER: DB = BENCH MARK DISK
 DU0017_SETTING: 66 = SET IN ROCK OUTCROP
 DU0017_SP_SET: LIMESTONE LEDGE
 DU0017_STAMPING: D 44 1934
 DU0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0017+STABILITY: POSITION/ELEVATION WELL
 DU0017
 DU0017  HISTORY     - Date     Condition        Report By
 DU0017  HISTORY     - 1934     MONUMENTED       CGS
 DU0017
 DU0017                          STATION DESCRIPTION
 DU0017
 DU0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0017'29.3 MI SW FROM WHITERIVER.
 DU0017'IN GILA COUNTY, 29.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0017'WHITERIVER, NAVAJO COUNTY, 6.2 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0017'BLACK RIVER, AT THE CREST OF A RISE, 200 YARDS NORTHEAST OF A GRAVEL
 DU0017'PIT, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 DU0017'TOP OF A LIMESTONE LEDGE.  A STANDARD DISK, STAMPED D 44 1934. NOTE--
 DU0017'24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0013 ***********************************************************************
 ES0013  DESIGNATION -  D 45
 ES0013  PID         -  ES0013
 ES0013  STATE/COUNTY-  AZ/NAVAJO
 ES0013  USGS QUAD   -  PORTER CANYON (1986)
 ES0013
 ES0013                         *CURRENT SURVEY CONTROL
 ES0013  ___________________________________________________________________
 ES0013* NAD 83(1986)-  34 46 46.     (N)    110 08 51.     (W)     SCALED    
 ES0013* NAVD 88     -      1654.617  (meters)    5428.52   (feet)  ADJUSTED  
 ES0013  ___________________________________________________________________
 ES0013  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0013  DYNAMIC HT  -        1652.307 (meters)    5420.94  (feet)  COMP
 ES0013  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 ES0013
 ES0013  VERT ORDER  -  FIRST     CLASS II
 ES0013
 ES0013.The horizontal coordinates were scaled from a topographic map and have
 ES0013.an estimated accuracy of +/- 6 seconds.
 ES0013
 ES0013.The orthometric height was determined by differential leveling
 ES0013.and adjusted in June 1991.
 ES0013
 ES0013.The geoid height was determined by GEOID03.
 ES0013
 ES0013.The dynamic height is computed by dividing the NAVD 88
 ES0013.geopotential number by the normal gravity value computed on the
 ES0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0013.degrees latitude (g = 980.6199 gals.).
 ES0013
 ES0013.The modeled gravity was interpolated from observed gravity values.
 ES0013
 ES0013;                    North         East    Units  Estimated Accuracy
 ES0013;SPC AZ E     -   419,110.      215,110.      MT  (+/- 180 meters Scaled)
 ES0013
 ES0013                          SUPERSEDED SURVEY CONTROL
 ES0013
 ES0013  NGVD 29 (??/??/92) 1653.780  (m)         5425.78   (f) ADJ UNCH    1 2
 ES0013
 ES0013.Superseded values are not recommended for survey control.
 ES0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0013.See file dsdata.txt to determine how the superseded data were derived.
 ES0013
 ES0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD780489(NAD 83)
 ES0013_MARKER: DB = BENCH MARK DISK
 ES0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0013_STAMPING: D - 45 1934
 ES0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0013+STABILITY: SURFACE MOTION
 ES0013
 ES0013  HISTORY     - Date     Condition        Report By
 ES0013  HISTORY     - 1934     MONUMENTED       CGS
 ES0013  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0013
 ES0013                          STATION DESCRIPTION
 ES0013
 ES0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0013'10.0 MI S FROM HOLBROOK.
 ES0013'10.0 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD.  0.6 OF A MILE
 ES0013'SOUTH OF DELAPIDATED SHACK BESIDE THE TRACKS 75 FT. WEST OF CENTER
 ES0013'LINE OF APACHE R. R.  9 FT. SOUTH OF MILE POST NO. 10.  SET IN
 ES0013'CONCRETE POST 8 INCHES ABOVE THE GROUND.
 ES0013
 ES0013                          STATION RECOVERY (1983)
 ES0013
 ES0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0275 ***********************************************************************
 ER0275  DESIGNATION -  D 46
 ER0275  PID         -  ER0275
 ER0275  STATE/COUNTY-  AZ/NAVAJO
 ER0275  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0275
 ER0275                         *CURRENT SURVEY CONTROL
 ER0275  ___________________________________________________________________
 ER0275* NAD 83(1986)-  34 15 42.     (N)    109 54 21.     (W)     SCALED    
 ER0275* NAVD 88     -      2028.871  (meters)    6656.39   (feet)  ADJUSTED  
 ER0275  ___________________________________________________________________
 ER0275  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ER0275  DYNAMIC HT  -        2025.823 (meters)    6646.39  (feet)  COMP
 ER0275  MODELED GRAV-     979,060.4   (mgal)                       NAVD 88
 ER0275
 ER0275  VERT ORDER  -  FIRST     CLASS II
 ER0275
 ER0275.The horizontal coordinates were scaled from a topographic map and have
 ER0275.an estimated accuracy of +/- 6 seconds.
 ER0275
 ER0275.The orthometric height was determined by differential leveling
 ER0275.and adjusted in June 1991.
 ER0275
 ER0275.The geoid height was determined by GEOID03.
 ER0275
 ER0275.The dynamic height is computed by dividing the NAVD 88
 ER0275.geopotential number by the normal gravity value computed on the
 ER0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0275.degrees latitude (g = 980.6199 gals.).
 ER0275
 ER0275.The modeled gravity was interpolated from observed gravity values.
 ER0275
 ER0275;                    North         East    Units  Estimated Accuracy
 ER0275;SPC AZ E     -   361,710.      237,380.      MT  (+/- 180 meters Scaled)
 ER0275
 ER0275                          SUPERSEDED SURVEY CONTROL
 ER0275
 ER0275  NGVD 29 (??/??/92) 2027.979  (m)         6653.46   (f) ADJ UNCH    1 2
 ER0275
 ER0275.Superseded values are not recommended for survey control.
 ER0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0275.See file dsdata.txt to determine how the superseded data were derived.
 ER0275
 ER0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC007917(NAD 83)
 ER0275_MARKER: DB = BENCH MARK DISK
 ER0275_SETTING: 66 = SET IN ROCK OUTCROP
 ER0275_SP_SET: OUTCROP
 ER0275_STAMPING: D 46 1934
 ER0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0275+STABILITY: POSITION/ELEVATION WELL
 ER0275
 ER0275  HISTORY     - Date     Condition        Report By
 ER0275  HISTORY     - 1934     MONUMENTED       CGS
 ER0275
 ER0275                          STATION DESCRIPTION
 ER0275
 ER0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0275'16.3 MI N FROM MCNARY.
 ER0275'16.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 82 FT. SOUTH OF
 ER0275'MILE POLE 56, 60 FT. EAST OF CENTER LINE OF TRACK, IN BASALT OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1217 ***********************************************************************
 DA1217  DESIGNATION -  D 469
 DA1217  PID         -  DA1217
 DA1217  STATE/COUNTY-  AZ/MARICOPA
 DA1217  USGS QUAD   -  BLACK GAP (1986)
 DA1217
 DA1217                         *CURRENT SURVEY CONTROL
 DA1217  ___________________________________________________________________
 DA1217* NAD 83(1986)-  32 47 42.     (N)    112 48 05.     (W)     SCALED    
 DA1217* NAVD 88     -       298.069  (meters)     977.91   (feet)  ADJUSTED  
 DA1217  ___________________________________________________________________
 DA1217  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA1217  DYNAMIC HT  -         297.722 (meters)     976.78  (feet)  COMP
 DA1217  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DA1217
 DA1217  VERT ORDER  -  FIRST     CLASS II
 DA1217
 DA1217.The horizontal coordinates were scaled from a topographic map and have
 DA1217.an estimated accuracy of +/- 6 seconds.
 DA1217
 DA1217.The orthometric height was determined by differential leveling
 DA1217.and adjusted in June 1991.
 DA1217
 DA1217.The geoid height was determined by GEOID03.
 DA1217
 DA1217.The dynamic height is computed by dividing the NAVD 88
 DA1217.geopotential number by the normal gravity value computed on the
 DA1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1217.degrees latitude (g = 980.6199 gals.).
 DA1217
 DA1217.The modeled gravity was interpolated from observed gravity values.
 DA1217
 DA1217;                    North         East    Units  Estimated Accuracy
 DA1217;SPC AZ C     -   199,370.      130,500.      MT  (+/- 180 meters Scaled)
 DA1217
 DA1217                          SUPERSEDED SURVEY CONTROL
 DA1217
 DA1217.No superseded survey control is available for this station.
 DA1217
 DA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB313299(NAD 83)
 DA1217_MARKER: I = METAL ROD
 DA1217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1217_SP_SET: STAINLESS STEEL ROD
 DA1217_STAMPING: D 469 1980
 DA1217_MARK LOGO: NGS   
 DA1217_PROJECTION: FLUSH
 DA1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1217+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1217_ROD/PIPE-DEPTH: 3.0  meters
 DA1217
 DA1217  HISTORY     - Date     Condition        Report By
 DA1217  HISTORY     - 1980     MONUMENTED       NGS
 DA1217  HISTORY     - 20010730 GOOD             NGS
 DA1217  HISTORY     - 20060220 GOOD             USPSQD
 DA1217  HISTORY     - 20070603 GOOD             GEOCAC
 DA1217
 DA1217                          STATION DESCRIPTION
 DA1217
 DA1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1217'18.6 KM (11.5 MI) SW FROM GILA BEND.
 DA1217'18.6 KM (11.55 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1217'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI)
 DA1217'NORTHWEST OF STATE HIGHWAY 85 MILEPOST 12, AT THE BLACK GAP SIDING,
 DA1217'AT THE FIRST TELEGRAPH POLE NORTHEAST OF RAILWAY MILEPOLE 12, 30.5
 DA1217'METERS (100 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 110.6
 DA1217'METERS (363 FT) SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE IN THE
 DA1217'RIGHT-OF-WAY FENCE LINE, 61.0 METERS (200 FT) SOUTHEAST OF THE
 DA1217'CENTERLINE OF THE HIGHWAY, 48.8 METERS (160 FT) WEST OF THE SOUTHWEST
 DA1217'CORNER OF A SMALL WOODEN BUILDING, 7.5 METERS (24.5 FT) SOUTHWEST OF
 DA1217'AN IRON TELEGRAPH POLE, 0.3 METER (1.0 FT) NORTHWEST OF AN IRON
 DA1217'BRACE IN THE RIGHT-OF-WAY FENCE.
 DA1217'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA1217'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA1217
 DA1217                          STATION RECOVERY (2001)
 DA1217
 DA1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1217'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1217
 DA1217                          STATION RECOVERY (2006)
 DA1217
 DA1217'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1217'RECOVERED AS DESCRIBED.
 DA1217
 DA1217                          STATION RECOVERY (2007)
 DA1217
 DA1217'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0229 ***********************************************************************
 ER0229  DESIGNATION -  D 47 RESET
 ER0229  PID         -  ER0229
 ER0229  STATE/COUNTY-  AZ/APACHE
 ER0229  USGS QUAD   -  SALADO (1984)
 ER0229
 ER0229                         *CURRENT SURVEY CONTROL
 ER0229  ___________________________________________________________________
 ER0229* NAD 83(1986)-  34 24 15.     (N)    109 24 39.     (W)     SCALED    
 ER0229* NAVD 88     -      1810.36   (meters)    5939.5    (feet)  RESET     
 ER0229  ___________________________________________________________________
 ER0229  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0229  VERT ORDER  -  THIRD
 ER0229
 ER0229.The horizontal coordinates were scaled from a topographic map and have
 ER0229.an estimated accuracy of +/- 6 seconds.
 ER0229
 ER0229.The orthometric height was computed from unverified reset data.
 ER0229
 ER0229.The geoid height was determined by GEOID03.
 ER0229
 ER0229;                    North         East    Units  Estimated Accuracy
 ER0229;SPC AZ E     -   377,740.      282,850.      MT  (+/- 180 meters Scaled)
 ER0229
 ER0229                          SUPERSEDED SURVEY CONTROL
 ER0229
 ER0229  NGVD 29 (03/28/06) 1809.50   (m)         5936.7    (f) RESET       3  
 ER0229
 ER0229.Superseded values are not recommended for survey control.
 ER0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0229.See file dsdata.txt to determine how the superseded data were derived.
 ER0229
 ER0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD460081(NAD 83)
 ER0229_MARKER: DD = SURVEY DISK
 ER0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0229_SP_SET: CULVERT
 ER0229_STAMPING: D 47 1934 RESET 1941
 ER0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0229
 ER0229  HISTORY     - Date     Condition        Report By
 ER0229  HISTORY     - 1971     MONUMENTED       USGS
 ER0229
 ER0229                          STATION DESCRIPTION
 ER0229
 ER0229'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0229'8.85 MI S FROM ST JOHNS.
 ER0229'8.85 MILES SOUTH ALONG U. S. HIGHWAY 666 AND 180 FROM THE COURT HOUSE
 ER0229'IN ST. JOHNS, SET IN THE TOP OF THE WEST HEADWALL OF CULVERT OVER
 ER0229'LYMAN DITCH AND 22.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1141 ***********************************************************************
 DB1141  DESIGNATION -  D 470
 DB1141  PID         -  DB1141
 DB1141  STATE/COUNTY-  AZ/YUMA
 DB1141  USGS QUAD   -  LIGURTA (1965)
 DB1141
 DB1141                         *CURRENT SURVEY CONTROL
 DB1141  ___________________________________________________________________
 DB1141* NAD 83(1986)-  32 40 04.     (N)    114 19 00.     (W)     SCALED    
 DB1141* NAVD 88     -       159.581  (meters)     523.56   (feet)  ADJUSTED  
 DB1141  ___________________________________________________________________
 DB1141  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1141  DYNAMIC HT  -         159.397 (meters)     522.96  (feet)  COMP
 DB1141  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DB1141
 DB1141  VERT ORDER  -  FIRST     CLASS II
 DB1141
 DB1141.The horizontal coordinates were scaled from a topographic map and have
 DB1141.an estimated accuracy of +/- 6 seconds.
 DB1141
 DB1141.The orthometric height was determined by differential leveling
 DB1141.and adjusted in June 1991.
 DB1141
 DB1141.The geoid height was determined by GEOID03.
 DB1141
 DB1141.The dynamic height is computed by dividing the NAVD 88
 DB1141.geopotential number by the normal gravity value computed on the
 DB1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1141.degrees latitude (g = 980.6199 gals.).
 DB1141
 DB1141.The modeled gravity was interpolated from observed gravity values.
 DB1141
 DB1141;                    North         East    Units  Estimated Accuracy
 DB1141;SPC AZ W     -   185,060.      160,210.      MT  (+/- 180 meters Scaled)
 DB1141
 DB1141                          SUPERSEDED SURVEY CONTROL
 DB1141
 DB1141.No superseded survey control is available for this station.
 DB1141
 DB1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS516176(NAD 83)
 DB1141_MARKER: DB = BENCH MARK DISK
 DB1141_SETTING: 66 = SET IN ROCK OUTCROP
 DB1141_SP_SET: ROCK OUTCROP
 DB1141_STAMPING: D 470 1981
 DB1141_MARK LOGO: NGS   
 DB1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1141+STABILITY: POSITION/ELEVATION WELL
 DB1141
 DB1141  HISTORY     - Date     Condition        Report By
 DB1141  HISTORY     - 1981     MONUMENTED       NGS
 DB1141
 DB1141                          STATION DESCRIPTION
 DB1141
 DB1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1141'30.1 KM (18.7 MI) SE FROM YUMA.
 DB1141'16.9 KM (10.5 MI) SOUTHEAST SLONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1141'4TH AVENUE IN YUMA, THENCE 13.2 KM (8.2 MI) SOUTHEAST ALONG THE EAST-
 DB1141'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.3 KM (0.2 MI) SOUTHWEST OF THE
 DB1141'WEST-BOUND LANE OVERPASS, SET IN TOP OF A ROCK OUTCROP AT THE
 DB1141'NORTHWEST EDGE OF THE SOUTHWEST END OF A LARGE ROCK CUT, 9.1 M
 DB1141'(30.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF THE
 DB1141'INTERSTATE, 6.1 M (20.0 FT) NORTHEAST OF THE NORTHWEST LEG OF A SIGN
 DB1141'READING -DOME VALLEY 1/2 MILE-, 2.4 M (8.0 FT) SOUTHEAST OF A METAL
 DB1141'GUARDRAIL, 2.4 M (8.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 DB1141'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DB1141'THE MARK IS 0.3 M ABOVE THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0134 ***********************************************************************
 CH0134  DESIGNATION -  D 471
 CH0134  PID         -  CH0134
 CH0134  STATE/COUNTY-  AZ/PIMA
 CH0134  USGS QUAD   -  LUKEVILLE (1988)
 CH0134
 CH0134                         *CURRENT SURVEY CONTROL
 CH0134  ___________________________________________________________________
 CH0134* NAD 83(1986)-  31 59 05.     (N)    112 48 21.     (W)     SCALED    
 CH0134* NAVD 88     -       552.895  (meters)    1813.96   (feet)  ADJUSTED  
 CH0134  ___________________________________________________________________
 CH0134  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CH0134  DYNAMIC HT  -         552.172 (meters)    1811.58  (feet)  COMP
 CH0134  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 CH0134
 CH0134  VERT ORDER  -  FIRST     CLASS II
 CH0134
 CH0134.The horizontal coordinates were scaled from a topographic map and have
 CH0134.an estimated accuracy of +/- 6 seconds.
 CH0134
 CH0134.The orthometric height was determined by differential leveling
 CH0134.and adjusted in June 1991.
 CH0134
 CH0134.The geoid height was determined by GEOID03.
 CH0134
 CH0134.The dynamic height is computed by dividing the NAVD 88
 CH0134.geopotential number by the normal gravity value computed on the
 CH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0134.degrees latitude (g = 980.6199 gals.).
 CH0134
 CH0134.The modeled gravity was interpolated from observed gravity values.
 CH0134
 CH0134;                    North         East    Units  Estimated Accuracy
 CH0134;SPC AZ C     -   109,520.      129,330.      MT  (+/- 180 meters Scaled)
 CH0134
 CH0134                          SUPERSEDED SURVEY CONTROL
 CH0134
 CH0134.No superseded survey control is available for this station.
 CH0134
 CH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA293401(NAD 83)
 CH0134_MARKER: DB = BENCH MARK DISK
 CH0134_SETTING: 66 = SET IN ROCK OUTCROP
 CH0134_SP_SET: ROCK OUTCROP
 CH0134_STAMPING: D 471 1981
 CH0134_MARK LOGO: NGS   
 CH0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0134+STABILITY: POSITION/ELEVATION WELL
 CH0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0134+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0134
 CH0134  HISTORY     - Date     Condition        Report By
 CH0134  HISTORY     - 1981     MONUMENTED       NGS
 CH0134  HISTORY     - 19941110 GOOD             USPSQD
 CH0134  HISTORY     - 20061112 GOOD             USPSQD
 CH0134
 CH0134                          STATION DESCRIPTION
 CH0134
 CH0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0134'11.9 KM (7.4 MI) NE FROM LUKEVILLE.
 CH0134'11.9 KM (7.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0134'IN LUKEVILLE, AT HIGHWAY MILEPOST 73, SET IN TOP OF A ROCK OUTCROP AT
 CH0134'THE APPROXIMATE CENTER OF A ROCK HIGHWAY CUT, 7.0 M (23.0 FT) EAST
 CH0134'OF THE CENTERLINE OF THE HIGHWAY, 46.9 M (154 FT) SOUTH OF THE
 CH0134'MILEPOST, 44.2 M (145 FT) NORTH OF THE SOUTH END OF THE CUT, 43.3 M
 CH0134'(142 FT) SOUTH OF THE NORTH END OF THE CUT.
 CH0134'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CH0134'THE MARK IS 0.9 M ABOVE THE HIGHWAY CENTERLINE.
 CH0134
 CH0134                          STATION RECOVERY (1994)
 CH0134
 CH0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0134'RECOVERED IN GOOD CONDITION.
 CH0134
 CH0134                          STATION RECOVERY (2006)
 CH0134
 CH0134'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0730 ***********************************************************************
 EU0730  DESIGNATION -  D 472
 EU0730  PID         -  EU0730
 EU0730  STATE/COUNTY-  AZ/MOHAVE
 EU0730  USGS QUAD   -  YUCCA NW (1970)
 EU0730
 EU0730                         *CURRENT SURVEY CONTROL
 EU0730  ___________________________________________________________________
 EU0730* NAD 83(1986)-  34 52 32.     (N)    114 09 16.     (W)     SCALED    
 EU0730* NAVD 88     -       549.655  (meters)    1803.33   (feet)  ADJUSTED  
 EU0730  ___________________________________________________________________
 EU0730  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EU0730  DYNAMIC HT  -         549.040 (meters)    1801.31  (feet)  COMP
 EU0730  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 EU0730
 EU0730  VERT ORDER  -  FIRST     CLASS II
 EU0730
 EU0730.The horizontal coordinates were scaled from a topographic map and have
 EU0730.an estimated accuracy of +/- 6 seconds.
 EU0730
 EU0730.The orthometric height was determined by differential leveling
 EU0730.and adjusted in June 1991.
 EU0730
 EU0730.The geoid height was determined by GEOID03.
 EU0730
 EU0730.The dynamic height is computed by dividing the NAVD 88
 EU0730.geopotential number by the normal gravity value computed on the
 EU0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0730.degrees latitude (g = 980.6199 gals.).
 EU0730
 EU0730.The modeled gravity was interpolated from observed gravity values.
 EU0730
 EU0730;                    North         East    Units  Estimated Accuracy
 EU0730;SPC AZ W     -   429,860.      176,390.      MT  (+/- 180 meters Scaled)
 EU0730
 EU0730                          SUPERSEDED SURVEY CONTROL
 EU0730
 EU0730.No superseded survey control is available for this station.
 EU0730
 EU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU600629(NAD 83)
 EU0730_MARKER: DB = BENCH MARK DISK
 EU0730_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EU0730+WITH SETTING: PAVEMENT
 EU0730_SP_SET: WELL CASING
 EU0730_STAMPING: D 472 1981
 EU0730_MARK LOGO: NGS   
 EU0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0730+STABILITY: POSITION/ELEVATION WELL
 EU0730
 EU0730  HISTORY     - Date     Condition        Report By
 EU0730  HISTORY     - 1981     MONUMENTED       NGS
 EU0730  HISTORY     - 1981     GOOD             NGS
 EU0730  HISTORY     - 1981     GOOD             NGS
 EU0730
 EU0730                          STATION DESCRIPTION
 EU0730
 EU0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0730'IN YUCCA.
 EU0730'IN YUCCA, 0.25 KM (0.15 MI) SOUTH OF THE SANTA FE RAILROAD MILEPOST
 EU0730'540, AT THE NORTH END OF THE SANTA FE RAILROAD YARD, SET IN THE TOP
 EU0730'CENTER OF A CONCRETE WELL FOUNDATION, 27.0 METERS (88.5 FT) WEST OF
 EU0730'THE WEST RAIL, 51.2 METERS (168 FT) SOUTH OF THE CENTERLINE OF A DIRT
 EU0730'ROAD CROSSING THE TRACKS, 3.8 METERS (12.5 FT) NORTHEAST OF THE
 EU0730'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE WELL, 0.6 METERS
 EU0730'(2.0 FT) SOUTH OF THE WELL PUMP.
 EU0730'THE MARK IS 1.5 M BELOW THE TRACKS.
 EU0730
 EU0730                          STATION RECOVERY (1981)
 EU0730
 EU0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0730'RECOVERED IN GOOD CONDITION.
 EU0730
 EU0730                          STATION RECOVERY (1981)
 EU0730
 EU0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1303 ***********************************************************************
 DU1303  DESIGNATION -  D 473
 DU1303  PID         -  DU1303
 DU1303  STATE/COUNTY-  AZ/MARICOPA
 DU1303  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1303
 DU1303                         *CURRENT SURVEY CONTROL
 DU1303  ___________________________________________________________________
 DU1303* NAD 83(1986)-  33 32 21.     (N)    111 16 05.     (W)     SCALED    
 DU1303* NAVD 88     -       752.268  (meters)    2468.07   (feet)  ADJUSTED  
 DU1303  ___________________________________________________________________
 DU1303  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DU1303  DYNAMIC HT  -         751.303 (meters)    2464.90  (feet)  COMP
 DU1303  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 DU1303
 DU1303  VERT ORDER  -  FIRST     CLASS II
 DU1303
 DU1303.The horizontal coordinates were scaled from a topographic map and have
 DU1303.an estimated accuracy of +/- 6 seconds.
 DU1303
 DU1303.The orthometric height was determined by differential leveling
 DU1303.and adjusted in June 1991.
 DU1303
 DU1303.The geoid height was determined by GEOID03.
 DU1303
 DU1303.The dynamic height is computed by dividing the NAVD 88
 DU1303.geopotential number by the normal gravity value computed on the
 DU1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1303.degrees latitude (g = 980.6199 gals.).
 DU1303
 DU1303.The modeled gravity was interpolated from observed gravity values.
 DU1303
 DU1303;                    North         East    Units  Estimated Accuracy
 DU1303;SPC AZ C     -   281,730.      273,600.      MT  (+/- 180 meters Scaled)
 DU1303
 DU1303                          SUPERSEDED SURVEY CONTROL
 DU1303
 DU1303.No superseded survey control is available for this station.
 DU1303
 DU1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC751110(NAD 83)
 DU1303_MARKER: DB = BENCH MARK DISK
 DU1303_SETTING: 66 = SET IN ROCK OUTCROP
 DU1303_SP_SET: ROCK OUTCROP
 DU1303_STAMPING: D 473 1980
 DU1303_MARK LOGO: NGS   
 DU1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1303+STABILITY: POSITION/ELEVATION WELL
 DU1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1303+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU1303
 DU1303  HISTORY     - Date     Condition        Report By
 DU1303  HISTORY     - 1980     MONUMENTED       NGS
 DU1303  HISTORY     - 20060812 GOOD             GEOCAC
 DU1303  HISTORY     - 20080716 GOOD             GEOCAC
 DU1303
 DU1303                          STATION DESCRIPTION
 DU1303
 DU1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1303'19.3 KM (12.0 MI) NE FROM TORTILLA FLAT.
 DU1303'19.3 KM (12.0 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU1303'OFFICE AT TORTILLA FLAT, 0.5 KM (0.3 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DU1303'227, 0.2 KM (0.1 MI) EAST OF A HIGHWAY MAINTENANCE YARD SHED, 0.1 KM
 DU1303'(0.05 MI) NORTHEAST OF THE EAST ONE OF TWO FRAME HOUSES FOR STATE
 DU1303'HIGHWAY DEPARTMENT WORKERS, 7.0 METERS (23.0 FT) NORTH OF THE
 DU1303'CENTERLINE OF THE HIGHWAY, 14.1 METERS (47.0 FT) SOUTH OF THE SOUTH
 DU1303'EDGE OF A MASSIVE GRANITE BOULDER PROJECTING 1.8 METERS (6.0 FT),
 DU1303'6.0 METERS (20.0 FT) EAST OF THE EAST EDGE OF A LARGE LIMESTONE
 DU1303'BOULDER.
 DU1303'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DU1303'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 DU1303
 DU1303                          STATION RECOVERY (2006)
 DU1303
 DU1303'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1303'RECOVERED IN GOOD CONDITION.
 DU1303
 DU1303                          STATION RECOVERY (2008)
 DU1303
 DU1303'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1303'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU1303'33 32.360 W 111
 DU1303'16.077.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1335 ***********************************************************************
 DU1335  DESIGNATION -  D 474
 DU1335  PID         -  DU1335
 DU1335  STATE/COUNTY-  AZ/MARICOPA
 DU1335  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1335
 DU1335                         *CURRENT SURVEY CONTROL
 DU1335  ___________________________________________________________________
 DU1335* NAD 83(1986)-  33 30 40.     (N)    111 42 19.     (W)     SCALED    
 DU1335* NAVD 88     -       396.315  (meters)    1300.24   (feet)  READJUSTED
 DU1335  ___________________________________________________________________
 DU1335  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1335  DYNAMIC HT  -         395.850 (meters)    1298.72  (feet)  COMP
 DU1335  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 DU1335
 DU1335  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1335
 DU1335.The horizontal coordinates were scaled from a topographic map and have
 DU1335.an estimated accuracy of +/- 6 seconds.
 DU1335
 DU1335.The orthometric height was determined by differential leveling
 DU1335.and adjusted in April 1999.
 DU1335.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1335.distribution rate of 0.0 thru 1.0 mm/km.
 DU1335.The height was derived from older observations constrained to new
 DU1335.heights in a crustal motion area.  The height is approximate in
 DU1335.relation to other heights in its vicinity.
 DU1335
 DU1335.The geoid height was determined by GEOID03.
 DU1335
 DU1335.The dynamic height is computed by dividing the NAVD 88
 DU1335.geopotential number by the normal gravity value computed on the
 DU1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1335.degrees latitude (g = 980.6199 gals.).
 DU1335
 DU1335.The modeled gravity was interpolated from observed gravity values.
 DU1335
 DU1335;                    North         East    Units  Estimated Accuracy
 DU1335;SPC AZ C     -   278,450.      233,000.      MT  (+/- 180 meters Scaled)
 DU1335
 DU1335                          SUPERSEDED SURVEY CONTROL
 DU1335
 DU1335  NAVD 88 (06/15/91)  396.327  (m)         1300.28   (f) UNKNOWN     1 2
 DU1335
 DU1335.Superseded values are not recommended for survey control.
 DU1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1335.See file dsdata.txt to determine how the superseded data were derived.
 DU1335
 DU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC344081(NAD 83)
 DU1335_MARKER: DB = BENCH MARK DISK
 DU1335_SETTING: 66 = SET IN ROCK OUTCROP
 DU1335_SP_SET: ROCK OUTCROP
 DU1335_STAMPING: D 474 1981
 DU1335_MARK LOGO: NGS   
 DU1335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1335+STABILITY: POSITION/ELEVATION WELL
 DU1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1335+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1335
 DU1335  HISTORY     - Date     Condition        Report By
 DU1335  HISTORY     - 1981     MONUMENTED       NGS
 DU1335  HISTORY     - 20080419 GOOD             GEOCAC
 DU1335
 DU1335                          STATION DESCRIPTION
 DU1335
 DU1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1335'14.9 KM (9.3 MI) NORTH FROM BUCKHORN.
 DU1335'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1335'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.5 KILOMETERS (6.5 MILES)
 DU1335'NORTH ALONG BUSH HIGHWAY, THENCE 1.3 KILOMETER (0.85 MI)WEST ALONG
 DU1335'A GRAVEL ROAD, THENCE 0.5 KILOMETER (0.35 MILE) NORTH ALONG THE
 DU1335'RIVER ROAD, THENCE 1.0 KILOMETER (0.6 MILE) WEST ALONG THE DIRT ROAD
 DU1335'PARALLELING THE SOUTH SIDE OF THE ARIZONA CANAL, IN TOP
 DU1335'OF THE SOUTHWEST EDGE OF A 3 X 4.5 METER (10 X 15 FEET) EXPOSED
 DU1335'GRANITE OUTCROP PROJECTING 0.6 METER (2.0 FEET) ABOVE THE GROUND,
 DU1335'0.2 KILOMETER (0.1 MILE) NORTHEAST OF THE PROMINENT CURVE IN THE
 DU1335'CANAL AND 29.0 METERS (91.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 DU1335'SOUTH CANAL ROAD.
 DU1335'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 DU1335'THE MARK IS 2.6 M BELOW THE CANAL ROAD.
 DU1335
 DU1335                          STATION RECOVERY (2008)
 DU1335
 DU1335'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1335'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1335'30.688' W111 42.283'.
 DU1335' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1267 ***********************************************************************
 DV1267  DESIGNATION -  D 475
 DV1267  PID         -  DV1267
 DV1267  STATE/COUNTY-  AZ/MARICOPA
 DV1267  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1267
 DV1267                         *CURRENT SURVEY CONTROL
 DV1267  ___________________________________________________________________
 DV1267* NAD 83(1986)-  33 41 30.     (N)    112 12 07.     (W)     SCALED    
 DV1267* NAVD 88     -       412.288  (meters)    1352.65   (feet)  ADJUSTED  
 DV1267  ___________________________________________________________________
 DV1267  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV1267  DYNAMIC HT  -         411.810 (meters)    1351.08  (feet)  COMP
 DV1267  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 DV1267
 DV1267  VERT ORDER  -  FIRST     CLASS II
 DV1267
 DV1267.The horizontal coordinates were scaled from a topographic map and have
 DV1267.an estimated accuracy of +/- 6 seconds.
 DV1267
 DV1267.The orthometric height was determined by differential leveling
 DV1267.and adjusted in June 1991.
 DV1267
 DV1267.The geoid height was determined by GEOID03.
 DV1267
 DV1267.The dynamic height is computed by dividing the NAVD 88
 DV1267.geopotential number by the normal gravity value computed on the
 DV1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1267.degrees latitude (g = 980.6199 gals.).
 DV1267
 DV1267.The modeled gravity was interpolated from observed gravity values.
 DV1267
 DV1267;                    North         East    Units  Estimated Accuracy
 DV1267;SPC AZ C     -   298,490.      186,910.      MT  (+/- 180 meters Scaled)
 DV1267
 DV1267                          SUPERSEDED SURVEY CONTROL
 DV1267
 DV1267.No superseded survey control is available for this station.
 DV1267
 DV1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC886286(NAD 83)
 DV1267_MARKER: DB = BENCH MARK DISK
 DV1267_SETTING: 66 = SET IN ROCK OUTCROP
 DV1267_SP_SET: ROCK OUTCROP
 DV1267_STAMPING: D 475 1981
 DV1267_MARK LOGO: NGS   
 DV1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1267+STABILITY: POSITION/ELEVATION WELL
 DV1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1267+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DV1267
 DV1267  HISTORY     - Date     Condition        Report By
 DV1267  HISTORY     - 1981     MONUMENTED       NGS
 DV1267  HISTORY     - 1983     GOOD             AZDT
 DV1267  HISTORY     - 19990107 GOOD             USPSQD
 DV1267  HISTORY     - 20000109 GOOD             USPSQD
 DV1267  HISTORY     - 20060808 GOOD             GEOCAC
 DV1267
 DV1267                          STATION DESCRIPTION
 DV1267
 DV1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1267'32.3 KM (20.1 MI) NW FROM PHOENIX.
 DV1267'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1267'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI)
 DV1267'WEST ALONG BEARDSLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTH ALONG 67TH
 DV1267'AVENUE, AT A CUT THROUGH A SMALL GRANITE HILL, IN TOP OF A GRANITE
 DV1267'OUTCROP PROJECTING 5 FT ABOVE THE GROUND, IN A LOW SADDLE BETWEEN
 DV1267'THE AVENUE AND A MOUNTAIN, AT THE BASE OF AND ON THE WEST SLOPE OF
 DV1267'THE MOUNTAIN, AT THE NORTHWEST EDGE OF A PILE OF LARGE GRANITE
 DV1267'BOULDERS, 82 METERS (269 FT) EAST OF THE CENTERLINE OF THE AVENUE,
 DV1267'74.7 METERS (245 FT) EAST OF POWER LINE POLE 5.
 DV1267'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DV1267'THE MARK IS 1.8 M BELOW THE TOP OF THE BOULDERS.
 DV1267
 DV1267                          STATION RECOVERY (1983)
 DV1267
 DV1267'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1267'RECOVERED IN GOOD CONDITION.
 DV1267
 DV1267                          STATION RECOVERY (1999)
 DV1267
 DV1267'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1267'RECOVERED IN GOOD CONDITION.
 DV1267
 DV1267                          STATION RECOVERY (2000)
 DV1267
 DV1267'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1267'RECOVERED IN GOOD CONDITION.
 DV1267
 DV1267                          STATION RECOVERY (2006)
 DV1267
 DV1267'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1242 ***********************************************************************
 DV1242  DESIGNATION -  D 476
 DV1242  PID         -  DV1242
 DV1242  STATE/COUNTY-  AZ/MARICOPA
 DV1242  USGS QUAD   -  COTTON CENTER (1973)
 DV1242
 DV1242                         *CURRENT SURVEY CONTROL
 DV1242  ___________________________________________________________________
 DV1242* NAD 83(1986)-  33 02 37.     (N)    112 39 58.     (W)     SCALED    
 DV1242* NAVD 88     -       209.877  (meters)     688.57   (feet)  ADJUSTED  
 DV1242  ___________________________________________________________________
 DV1242  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1242  DYNAMIC HT  -         209.631 (meters)     687.76  (feet)  COMP
 DV1242  MODELED GRAV-     979,462.2   (mgal)                       NAVD 88
 DV1242
 DV1242  VERT ORDER  -  FIRST     CLASS II
 DV1242
 DV1242.The horizontal coordinates were scaled from a topographic map and have
 DV1242.an estimated accuracy of +/- 6 seconds.
 DV1242
 DV1242.The orthometric height was determined by differential leveling
 DV1242.and adjusted in June 1991.
 DV1242
 DV1242.The geoid height was determined by GEOID03.
 DV1242
 DV1242.The dynamic height is computed by dividing the NAVD 88
 DV1242.geopotential number by the normal gravity value computed on the
 DV1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1242.degrees latitude (g = 980.6199 gals.).
 DV1242
 DV1242.The modeled gravity was interpolated from observed gravity values.
 DV1242
 DV1242;                    North         East    Units  Estimated Accuracy
 DV1242;SPC AZ C     -   226,840.      143,360.      MT  (+/- 180 meters Scaled)
 DV1242
 DV1242                          SUPERSEDED SURVEY CONTROL
 DV1242
 DV1242.No superseded survey control is available for this station.
 DV1242
 DV1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444573(NAD 83)
 DV1242_MARKER: DB = BENCH MARK DISK
 DV1242_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1242_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1242_STAMPING: D 476 1981
 DV1242_MARK LOGO: NGS   
 DV1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1242+STABILITY: POSITION/ELEVATION WELL
 DV1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1242+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV1242
 DV1242  HISTORY     - Date     Condition        Report By
 DV1242  HISTORY     - 1981     MONUMENTED       NGS
 DV1242  HISTORY     - 20060128 GOOD             USPSQD
 DV1242  HISTORY     - 20060129 GOOD             USPSQD
 DV1242  HISTORY     - 20070417 GOOD             GEOCAC
 DV1242
 DV1242                          STATION DESCRIPTION
 DV1242
 DV1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1242'12.7 KM (7.9 MI) NORTH FROM GILA BEND.
 DV1242'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1242'STATION AT GILA BEND, THENCE 11.35 KM (7.05 MI) NORTH ALONG THE
 DV1242'ARLINGTON-HASSAYAMPA ROAD, AT A DEEP WATER WELL IRRIGATION PUMP, IN
 DV1242'TOP OF THE NORTHEAST CORNER OF THE 5 BY 5 FOOT CONCRET PAD WHICH IS
 DV1242'ATTACHED TO THE WELL CASING, AT THE NORTHWEST CORNER OF THE T JUNCTION
 DV1242'OF FORNES ROAD, 30.2 METERS (99 FT) WEST OF THE CENTERLINE OF THE
 DV1242'ROAD, 27.5 METERS (90 FT) NORTH OF THE CENTERLINE OF FORNES ROAD,
 DV1242'8.2 METERS (27 FT ) NORTH OF A POWER LINE POLE BEARING 3 TRANSFORMERS,
 DV1242'0.65 METER (2.2 FT) NORTHEAST OF THE CENTER OF THE PUMP, 0.45 METER
 DV1242'(1.5 FT) SOUTH OF THE NORTH EDGE OF THE PAD, 0.5 METER (1.6 FT) WEST
 DV1242'OF THE EAST EDGE OF THE PAD.
 DV1242'THE MARK IS 0.5 M BELOW THE ROAD.
 DV1242
 DV1242                          STATION RECOVERY (2006)
 DV1242
 DV1242'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1242'RECOVERED AS DESCRIBED.
 DV1242
 DV1242                          STATION RECOVERY (2006)
 DV1242
 DV1242'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1242'RECOVERED AS DESCRIBED.
 DV1242
 DV1242                          STATION RECOVERY (2007)
 DV1242
 DV1242'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1368 ***********************************************************************
 DV1368  DESIGNATION -  D 477
 DV1368  PID         -  DV1368
 DV1368  STATE/COUNTY-  AZ/LA PAZ
 DV1368  USGS QUAD   -  SOCORRO MINE (1990)
 DV1368
 DV1368                         *CURRENT SURVEY CONTROL
 DV1368  ___________________________________________________________________
 DV1368* NAD 83(1986)-  33 39 17.     (N)    113 23 33.     (W)     SCALED    
 DV1368* NAVD 88     -       460.709  (meters)    1511.51   (feet)  ADJUSTED  
 DV1368  ___________________________________________________________________
 DV1368  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1368  DYNAMIC HT  -         460.168 (meters)    1509.73  (feet)  COMP
 DV1368  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 DV1368
 DV1368  VERT ORDER  -  FIRST     CLASS II
 DV1368
 DV1368.The horizontal coordinates were scaled from a topographic map and have
 DV1368.an estimated accuracy of +/- 6 seconds.
 DV1368
 DV1368.The orthometric height was determined by differential leveling
 DV1368.and adjusted in June 1991.
 DV1368
 DV1368.The geoid height was determined by GEOID03.
 DV1368
 DV1368.The dynamic height is computed by dividing the NAVD 88
 DV1368.geopotential number by the normal gravity value computed on the
 DV1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1368.degrees latitude (g = 980.6199 gals.).
 DV1368
 DV1368.The modeled gravity was interpolated from observed gravity values.
 DV1368
 DV1368;                    North         East    Units  Estimated Accuracy
 DV1368;SPC AZ W     -   294,430.      246,520.      MT  (+/- 180 meters Scaled)
 DV1368
 DV1368                          SUPERSEDED SURVEY CONTROL
 DV1368
 DV1368.No superseded survey control is available for this station.
 DV1368
 DV1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC781264(NAD 83)
 DV1368_MARKER: I = METAL ROD
 DV1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1368_SP_SET: STAINLESS STEEL ROD
 DV1368_STAMPING: D 477 1981
 DV1368_MARK LOGO: NGS   
 DV1368_PROJECTION: FLUSH
 DV1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1368_ROD/PIPE-DEPTH: 7.3  meters
 DV1368
 DV1368  HISTORY     - Date     Condition        Report By
 DV1368  HISTORY     - 1981     MONUMENTED       NGS
 DV1368  HISTORY     - 20060519 GOOD             GEOCAC
 DV1368
 DV1368                          STATION DESCRIPTION
 DV1368
 DV1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1368'25.65 KM (15.95 MI) SE FROM SALOME.
 DV1368'25.65 KM (15.95 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION
 DV1368'OF US HIGHWAY 60 AT SALOME ROAD, AT THE NORTHWEST END OF A SLIGHT S
 DV1368'CURVE IN THE ROAD, 18.3 METERS (60 FT) SOUTHWEST OF THE CENTERLINE OF
 DV1368'THE ROAD, 11.5 METERS (37.7 FT) NORTHEAST OF AN UNDERGROUND TELEPHONE
 DV1368'CABLE WOODEN WITNESS POST 357.
 DV1368'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 DV1368'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1368
 DV1368                          STATION RECOVERY (2006)
 DV1368
 DV1368'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1368'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES OF
 DV1368' 
 DV1368'33 39 17.82 (N)   113 23 31.38 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1409 ***********************************************************************
 DV1409  DESIGNATION -  D 478
 DV1409  PID         -  DV1409
 DV1409  STATE/COUNTY-  AZ/LA PAZ
 DV1409  USGS QUAD   -  HOPE (1990)
 DV1409
 DV1409                         *CURRENT SURVEY CONTROL
 DV1409  ___________________________________________________________________
 DV1409* NAD 83(1986)-  33 43 35.     (N)    113 41 05.     (W)     SCALED    
 DV1409* NAVD 88     -       514.077  (meters)    1686.60   (feet)  ADJUSTED  
 DV1409  ___________________________________________________________________
 DV1409  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1409  DYNAMIC HT  -         513.482 (meters)    1684.65  (feet)  COMP
 DV1409  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 DV1409
 DV1409  VERT ORDER  -  FIRST     CLASS II
 DV1409
 DV1409.The horizontal coordinates were scaled from a topographic map and have
 DV1409.an estimated accuracy of +/- 6 seconds.
 DV1409
 DV1409.The orthometric height was determined by differential leveling
 DV1409.and adjusted in June 1991.
 DV1409
 DV1409.The geoid height was determined by GEOID03.
 DV1409
 DV1409.The dynamic height is computed by dividing the NAVD 88
 DV1409.geopotential number by the normal gravity value computed on the
 DV1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1409.degrees latitude (g = 980.6199 gals.).
 DV1409
 DV1409.The modeled gravity was interpolated from observed gravity values.
 DV1409
 DV1409;                    North         East    Units  Estimated Accuracy
 DV1409;SPC AZ W     -   302,320.      219,410.      MT  (+/- 180 meters Scaled)
 DV1409
 DV1409                          SUPERSEDED SURVEY CONTROL
 DV1409
 DV1409.No superseded survey control is available for this station.
 DV1409
 DV1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC512350(NAD 83)
 DV1409_MARKER: DB = BENCH MARK DISK
 DV1409_SETTING: 66 = SET IN ROCK OUTCROP
 DV1409_SP_SET: ROCK OUTCROP
 DV1409_STAMPING: D 478 1981
 DV1409_MARK LOGO: NGS   
 DV1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1409+STABILITY: POSITION/ELEVATION WELL
 DV1409
 DV1409  HISTORY     - Date     Condition        Report By
 DV1409  HISTORY     - 1981     MONUMENTED       NGS
 DV1409
 DV1409                          STATION DESCRIPTION
 DV1409
 DV1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1409'9.7 KM (6.05 MI) SW FROM SALOME.
 DV1409'9.7 KM (6.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1409'SALOME ROAD IN SALOME, 0.55 KM (0.35 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DV1409'51, AT THE SOUTHWEST END OF THE GRANITE WASH MOUNTAINS, SET IN THE
 DV1409'SOUTHEAST SLOPE OF AN OUTCROP ON A CUT FOR THE ABANDONED OLD HIGHWAY,
 DV1409'40.4 METERS (133 FT) NORTHWEST ACROSS THE OLD HIGHWAY FROM THE
 DV1409'CENTERLINE OF HIGHWAY 60, 44.7 (147 FT) NORTH OF POWER POLE NUMBER
 DV1409'37/10, 35.4 METERS (116 FT) NORTHWEST OF THE WEST CORNER OF A CONCRETE
 DV1409'HIGHWAY BRIDGE OVER A DRY WASH, 26.8 METERS (88.0 FT) SOUTHWEST OF THE
 DV1409'WEST CORNER OF A BRIDGE ON THE OLD HIGHWAY OVER A DRY WASH, 10.1
 DV1409'METERS (33.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 DV1409'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1409'THE MARK IS 0.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1303 ***********************************************************************
 DW1303  DESIGNATION -  D 479
 DW1303  PID         -  DW1303
 DW1303  STATE/COUNTY-  AZ/LA PAZ
 DW1303  USGS QUAD   -  QUARTZSITE (1990)
 DW1303
 DW1303                         *CURRENT SURVEY CONTROL
 DW1303  ___________________________________________________________________
 DW1303* NAD 83(1986)-  33 39 35.     (N)    114 14 27.     (W)     SCALED    
 DW1303* NAVD 88     -       279.452  (meters)     916.84   (feet)  ADJUSTED  
 DW1303  ___________________________________________________________________
 DW1303  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW1303  DYNAMIC HT  -         279.139 (meters)     915.81  (feet)  COMP
 DW1303  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 DW1303
 DW1303  VERT ORDER  -  FIRST     CLASS II
 DW1303
 DW1303.The horizontal coordinates were scaled from a topographic map and have
 DW1303.an estimated accuracy of +/- 6 seconds.
 DW1303
 DW1303.The orthometric height was determined by differential leveling
 DW1303.and adjusted in June 1991.
 DW1303
 DW1303.The geoid height was determined by GEOID03.
 DW1303
 DW1303.The dynamic height is computed by dividing the NAVD 88
 DW1303.geopotential number by the normal gravity value computed on the
 DW1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1303.degrees latitude (g = 980.6199 gals.).
 DW1303
 DW1303.The modeled gravity was interpolated from observed gravity values.
 DW1303
 DW1303;                    North         East    Units  Estimated Accuracy
 DW1303;SPC AZ W     -   295,030.      167,840.      MT  (+/- 180 meters Scaled)
 DW1303
 DW1303                          SUPERSEDED SURVEY CONTROL
 DW1303
 DW1303.No superseded survey control is available for this station.
 DW1303
 DW1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT558278(NAD 83)
 DW1303_MARKER: DB = BENCH MARK DISK
 DW1303_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1303_SP_SET: BRIDGE PIER
 DW1303_STAMPING: D 479 1981
 DW1303_MARK LOGO: NGS   
 DW1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1303
 DW1303  HISTORY     - Date     Condition        Report By
 DW1303  HISTORY     - 1981     MONUMENTED       NGS
 DW1303
 DW1303                          STATION DESCRIPTION
 DW1303
 DW1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1303'2.2 KM (1.4 MI) WEST FROM QUARTZSITE.
 DW1303'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1303'95 OVERPASS IN QUARTZSITE, 0.7 KM (0.45 MI) WEST OF HIGHWAY MILEPOST
 DW1303'18, SET VERTICALLY IN THE NORTH FACE OF THE CENTER PIER OF THE WEST
 DW1303'OVERPASS FOR INTERSTATE 10 BUSINESS ROUTE, 16.1 METERS (53.0 FT) SOUTH
 DW1303'OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE, 1.3
 DW1303'METERS (4.3 FT) WEST OF THE EAST EDGE OF THE PIER, 1.6 METERS (5.3 FT)
 DW1303'ABOVE THE GROUND.
 DW1303'THE MARK IS 1.0 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0168 ***********************************************************************
 ER0168  DESIGNATION -  D 48
 ER0168  PID         -  ER0168
 ER0168  STATE/COUNTY-  AZ/APACHE
 ER0168  USGS QUAD   -  CEADRO SPRING (1984)
 ER0168
 ER0168                         *CURRENT SURVEY CONTROL
 ER0168  ___________________________________________________________________
 ER0168* NAD 83(1986)-  34 45 42.     (N)    109 14 32.     (W)     SCALED    
 ER0168* NAVD 88     -      1780.913  (meters)    5842.88   (feet)  ADJUSTED  
 ER0168  ___________________________________________________________________
 ER0168  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 ER0168  DYNAMIC HT  -        1778.357 (meters)    5834.49  (feet)  COMP
 ER0168  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 ER0168
 ER0168  VERT ORDER  -  SECOND    CLASS 0
 ER0168
 ER0168.The horizontal coordinates were scaled from a topographic map and have
 ER0168.an estimated accuracy of +/- 6 seconds.
 ER0168
 ER0168.The orthometric height was determined by differential leveling
 ER0168.and adjusted in June 1991.
 ER0168
 ER0168.The geoid height was determined by GEOID03.
 ER0168
 ER0168.The dynamic height is computed by dividing the NAVD 88
 ER0168.geopotential number by the normal gravity value computed on the
 ER0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0168.degrees latitude (g = 980.6199 gals.).
 ER0168
 ER0168.The modeled gravity was interpolated from observed gravity values.
 ER0168
 ER0168;                    North         East    Units  Estimated Accuracy
 ER0168;SPC AZ E     -   417,530.      297,990.      MT  (+/- 180 meters Scaled)
 ER0168
 ER0168                          SUPERSEDED SURVEY CONTROL
 ER0168
 ER0168  NGVD 29 (??/??/92) 1780.033  (m)         5839.99   (f) ADJ UNCH    2 0
 ER0168
 ER0168.Superseded values are not recommended for survey control.
 ER0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0168.See file dsdata.txt to determine how the superseded data were derived.
 ER0168
 ER0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD608480(NAD 83)
 ER0168_MARKER: DB = BENCH MARK DISK
 ER0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0168_STAMPING: D 48 1934
 ER0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0168+STABILITY: SURFACE MOTION
 ER0168
 ER0168  HISTORY     - Date     Condition        Report By
 ER0168  HISTORY     - 1934     MONUMENTED       CGS
 ER0168
 ER0168                          STATION DESCRIPTION
 ER0168
 ER0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0168'20.6 MI N FROM ST JOHNS.
 ER0168'20.6 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0168'61, 3.4 MILE NORTH OF ZUNI RIVER BRIDGE, AT SOUTH EDGE OF SMALL
 ER0168'VALLEY, 5 FEET WEST OF FENCE LINE, AND 42 FEET EAST OF CENTER LINE OF
 ER0168'HWY.  CONCRETE POST 3 INCHES HIGH.  NOTE-- 19.8 MI NORTH OF ST. JOHNS
 ER0168'ALONG US HIGHWAY 666 FROM THE INTERSECTION OF US HWY 666 AND 666 US
 ER0168'HWY 180 IN ST. JOHNS.  .3 MI NORTH OF A RD TO A RANCH EAST AND 3.4 MI
 ER0168'NORTH OF THE ZUNI RIVER.  BM IS 63 FT. WEST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1486 ***********************************************************************
 DV1486  DESIGNATION -  D 480
 DV1486  PID         -  DV1486
 DV1486  STATE/COUNTY-  AZ/LA PAZ
 DV1486  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1486
 DV1486                         *CURRENT SURVEY CONTROL
 DV1486  ___________________________________________________________________
 DV1486* NAD 83(1986)-  33 57 45.     (N)    113 33 42.     (W)     SCALED    
 DV1486* NAVD 88     -       734.128  (meters)    2408.55   (feet)  ADJUSTED  
 DV1486  ___________________________________________________________________
 DV1486  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1486  DYNAMIC HT  -         733.266 (meters)    2405.72  (feet)  COMP
 DV1486  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DV1486
 DV1486  VERT ORDER  -  FIRST     CLASS II
 DV1486
 DV1486.The horizontal coordinates were scaled from a topographic map and have
 DV1486.an estimated accuracy of +/- 6 seconds.
 DV1486
 DV1486.The orthometric height was determined by differential leveling
 DV1486.and adjusted in June 1991.
 DV1486
 DV1486.The geoid height was determined by GEOID03.
 DV1486
 DV1486.The dynamic height is computed by dividing the NAVD 88
 DV1486.geopotential number by the normal gravity value computed on the
 DV1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1486.degrees latitude (g = 980.6199 gals.).
 DV1486
 DV1486.The modeled gravity was interpolated from observed gravity values.
 DV1486
 DV1486;                    North         East    Units  Estimated Accuracy
 DV1486;SPC AZ W     -   328,520.      230,770.      MT  (+/- 180 meters Scaled)
 DV1486
 DV1486                          SUPERSEDED SURVEY CONTROL
 DV1486
 DV1486.No superseded survey control is available for this station.
 DV1486
 DV1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC633609(NAD 83)
 DV1486_MARKER: DB = BENCH MARK DISK
 DV1486_SETTING: 66 = SET IN ROCK OUTCROP
 DV1486_SP_SET: ROCK OUTCROP
 DV1486_STAMPING: D 480 1981
 DV1486_MARK LOGO: NGS   
 DV1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1486+STABILITY: POSITION/ELEVATION WELL
 DV1486
 DV1486  HISTORY     - Date     Condition        Report By
 DV1486  HISTORY     - 1981     MONUMENTED       NGS
 DV1486
 DV1486                          STATION DESCRIPTION
 DV1486
 DV1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1486'16.6 KM (10.35 MI) NORT FROM WENDEN.
 DV1486'16.4 KM (10.2 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1486'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, THENCE 0.25 KM (0.15 MI) SOUTH
 DV1486'ALONG A DIRT ROAD, AT THE LITTLE GIANT MINE SHAFT, SET IN TOP OF A
 DV1486'SMALL SHELF OF ROCK OUTCROP SOUTHEAST OF THE MINE SHAFT, 5.1 METERS
 DV1486'(16.7 FT) SOUTHEAST OF THE SOUTH CORNER OF THE WOODEN RETAINING BOX
 DV1486'FOR THE MOUTH OF THE SHAFT, 4.0 METERS (13.0 FT) EAST-NORTHEAST OF THE
 DV1486'EAST LEG OF THE LARGE WOODEN A-FRAME ORE HOIST.
 DV1486'THE MARK IS 0.9 METERS  NNW FROM A WITNESS POST.
 DV1486'THE MARK IS 0.35 M ABOVE RETAINING BOX TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0773 ***********************************************************************
 ET0773  DESIGNATION -  D 481
 ET0773  PID         -  ET0773
 ET0773  STATE/COUNTY-  AZ/LA PAZ
 ET0773  USGS QUAD   -  ALAMO DAM (1990)
 ET0773
 ET0773                         *CURRENT SURVEY CONTROL
 ET0773  ___________________________________________________________________
 ET0773* NAD 83(1986)-  34 13 43.     (N)    113 34 56.     (W)     SCALED    
 ET0773* NAVD 88     -       389.901  (meters)    1279.20   (feet)  ADJUSTED  
 ET0773  ___________________________________________________________________
 ET0773  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ET0773  DYNAMIC HT  -         389.467 (meters)    1277.78  (feet)  COMP
 ET0773  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 ET0773
 ET0773  VERT ORDER  -  FIRST     CLASS II
 ET0773
 ET0773.The horizontal coordinates were scaled from a topographic map and have
 ET0773.an estimated accuracy of +/- 6 seconds.
 ET0773
 ET0773.The orthometric height was determined by differential leveling
 ET0773.and adjusted in June 1991.
 ET0773
 ET0773.The geoid height was determined by GEOID03.
 ET0773
 ET0773.The dynamic height is computed by dividing the NAVD 88
 ET0773.geopotential number by the normal gravity value computed on the
 ET0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0773.degrees latitude (g = 980.6199 gals.).
 ET0773
 ET0773.The modeled gravity was interpolated from observed gravity values.
 ET0773
 ET0773;                    North         East    Units  Estimated Accuracy
 ET0773;SPC AZ W     -   358,040.      228,820.      MT  (+/- 180 meters Scaled)
 ET0773
 ET0773                          SUPERSEDED SURVEY CONTROL
 ET0773
 ET0773.No superseded survey control is available for this station.
 ET0773
 ET0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC621905(NAD 83)
 ET0773_MARKER: DB = BENCH MARK DISK
 ET0773_SETTING: 66 = SET IN ROCK OUTCROP
 ET0773_SP_SET: ROCK OUTCROP
 ET0773_STAMPING: D 481 1981
 ET0773_MARK LOGO: NGS   
 ET0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0773+STABILITY: POSITION/ELEVATION WELL
 ET0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0773+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 ET0773
 ET0773  HISTORY     - Date     Condition        Report By
 ET0773  HISTORY     - 1981     MONUMENTED       NGS
 ET0773  HISTORY     - 19990306 GOOD             USPSQD
 ET0773  HISTORY     - 20070210 GOOD             USPSQD
 ET0773  HISTORY     - 20081016 GOOD             GEOCAC
 ET0773
 ET0773                          STATION DESCRIPTION
 ET0773
 ET0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0773'2.1 KM (1.35 MI) SE FROM ALAMO LAKE.
 ET0773'2.1 KM (1.35 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0773'SOUTHEAST END OF ALAMO DAM, 0.55 KM (0.35 MI) WEST OF THE RANGER
 ET0773'STATION AT THE JUNCTION OF LAKE VIEW DRIVE, AT THE SOUTHEAST END OF A
 ET0773'LONG ROAD CURVE, AT THE SOUTHEAST END OF A SHORT ROCK CUT, SET IN TOP
 ET0773'OF A ROCK OUTCROP, 6.3 METERS (20.7 FT) NORTHEAST OF THE CENTERLINE OF
 ET0773'THE ROAD, 30.5 METERS (100 FT) NORTHWEST OF THE NORTHWEST END OF A
 ET0773'SHORT GALVANIZED STEEL GUARDRAIL.
 ET0773'THE MARK IS 1.0 M ABOVE THE ROAD CENTERLINE.
 ET0773
 ET0773                          STATION RECOVERY (1999)
 ET0773
 ET0773'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0773'RECOVERED IN GOOD CONDITION.
 ET0773
 ET0773                          STATION RECOVERY (2007)
 ET0773
 ET0773'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0773'RECOVERED AS DESCRIBED.
 ET0773
 ET0773                          STATION RECOVERY (2008)
 ET0773
 ET0773'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0773'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0773' 
 ET0773'N 34 13.747'  W 113 34.961'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0798 ***********************************************************************
 ET0798  DESIGNATION -  D 482
 ET0798  PID         -  ET0798
 ET0798  STATE/COUNTY-  AZ/MOHAVE
 ET0798  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0798
 ET0798                         *CURRENT SURVEY CONTROL
 ET0798  ___________________________________________________________________
 ET0798* NAD 83(1986)-  34 22 20.     (N)    113 42 42.     (W)     SCALED    
 ET0798* NAVD 88     -       681.144  (meters)    2234.72   (feet)  ADJUSTED  
 ET0798  ___________________________________________________________________
 ET0798  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ET0798  DYNAMIC HT  -         680.351 (meters)    2232.12  (feet)  COMP
 ET0798  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 ET0798  OBS GRAVITY -     979,449.7   (mgal)                       GRAV_OBS
 ET0798
 ET0798  VERT ORDER  -  FIRST     CLASS II
 ET0798
 ET0798.The horizontal coordinates were scaled from a topographic map and have
 ET0798.an estimated accuracy of +/- 6 seconds.
 ET0798
 ET0798.The orthometric height was determined by differential leveling
 ET0798.and adjusted in June 1991.
 ET0798
 ET0798.The geoid height was determined by GEOID03.
 ET0798
 ET0798.The dynamic height is computed by dividing the NAVD 88
 ET0798.geopotential number by the normal gravity value computed on the
 ET0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0798.degrees latitude (g = 980.6199 gals.).
 ET0798
 ET0798.The modeled gravity was interpolated from observed gravity values.
 ET0798.The observed gravity was obtained from relative gravimeter ties
 ET0798.to the IGSN71 gravity network.
 ET0798
 ET0798;                    North         East    Units  Estimated Accuracy
 ET0798;SPC AZ W     -   373,950.      216,890.      MT  (+/- 180 meters Scaled)
 ET0798
 ET0798                          SUPERSEDED SURVEY CONTROL
 ET0798
 ET0798.No superseded survey control is available for this station.
 ET0798
 ET0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD506067(NAD 83)
 ET0798_MARKER: DB = BENCH MARK DISK
 ET0798_SETTING: 66 = SET IN ROCK OUTCROP
 ET0798_SP_SET: ROCK OUTCROP
 ET0798_STAMPING: D 482 1981
 ET0798_MARK LOGO: NGS   
 ET0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0798+STABILITY: POSITION/ELEVATION WELL
 ET0798
 ET0798  HISTORY     - Date     Condition        Report By
 ET0798  HISTORY     - 1981     MONUMENTED       NGS
 ET0798
 ET0798                          STATION DESCRIPTION
 ET0798
 ET0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0798'75.1 KM (46.65 MI) SE FROM YUCCA.
 ET0798'75.1 KM (46.65 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0798'INTERSTATE HIGHWAY 40 IN YUCCA, ON THE INSIDE OF THE NORTHEAST END OF
 ET0798'A SHARP CURVE IN A DRY WASH PARALLELING THE ROAD, AT A POINT WHERE THE
 ET0798'ROAD BLOCKS AN OLD DRY WASH CROSSING, SET IN TOP OF A BROWN VOLCANIC
 ET0798'ROCK OUTCROP, 17.7 METERS (58.0 FT) EAST OF THE CENTERLINE OF THE
 ET0798'ROAD, 1.4 METERS (4.5 FT) WEST OF THE HIGH POINT ON THE NORTH ONE OF
 ET0798'TWO POINTED OUTCROPS, 0.6 METERS (2.0 FT) ABOVE THE WASH BED.
 ET0798'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 ET0798'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0906 ***********************************************************************
 FS0906  DESIGNATION -  D 484
 FS0906  PID         -  FS0906
 FS0906  STATE/COUNTY-  AZ/MOHAVE
 FS0906  USGS QUAD   -  KINGMAN (1980)
 FS0906
 FS0906                         *CURRENT SURVEY CONTROL
 FS0906  ___________________________________________________________________
 FS0906* NAD 83(1986)-  35 10 46.     (N)    114 03 51.     (W)     SCALED    
 FS0906* NAVD 88     -       998.477  (meters)    3275.84   (feet)  ADJUSTED  
 FS0906  ___________________________________________________________________
 FS0906  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0906  DYNAMIC HT  -         997.307 (meters)    3272.00  (feet)  COMP
 FS0906  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 FS0906  OBS GRAVITY -     979,430.0   (mgal)                       GRAV_OBS
 FS0906
 FS0906  VERT ORDER  -  FIRST     CLASS II
 FS0906
 FS0906.The horizontal coordinates were scaled from a topographic map and have
 FS0906.an estimated accuracy of +/- 6 seconds.
 FS0906
 FS0906.The orthometric height was determined by differential leveling
 FS0906.and adjusted in June 1991.
 FS0906
 FS0906.The geoid height was determined by GEOID03.
 FS0906
 FS0906.The dynamic height is computed by dividing the NAVD 88
 FS0906.geopotential number by the normal gravity value computed on the
 FS0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0906.degrees latitude (g = 980.6199 gals.).
 FS0906
 FS0906.The modeled gravity was interpolated from observed gravity values.
 FS0906.The observed gravity was obtained from relative gravimeter ties
 FS0906.to the IGSN71 gravity network.
 FS0906
 FS0906;                    North         East    Units  Estimated Accuracy
 FS0906;SPC AZ W     -   463,540.      184,750.      MT  (+/- 180 meters Scaled)
 FS0906
 FS0906                          SUPERSEDED SURVEY CONTROL
 FS0906
 FS0906.No superseded survey control is available for this station.
 FS0906
 FS0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU673968(NAD 83)
 FS0906_MARKER: DB = BENCH MARK DISK
 FS0906_SETTING: 66 = SET IN ROCK OUTCROP
 FS0906_SP_SET: ROCK OUTCROP
 FS0906_STAMPING: D 484 1981
 FS0906_MARK LOGO: NGS   
 FS0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0906+STABILITY: POSITION/ELEVATION WELL
 FS0906
 FS0906  HISTORY     - Date     Condition        Report By
 FS0906  HISTORY     - UNK      MONUMENTED
 FS0906  HISTORY     - 1982     GOOD             NGS
 FS0906  HISTORY     - 1982     GOOD             NGS
 FS0906
 FS0906                          STATION DESCRIPTION
 FS0906
 FS0906'DESCRIBED UNK
 FS0906'2.2 KM (1.1 MI) SOUTH FROM KINGMAN.
 FS0906'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0906'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 1.4 KM (0.9 MI) SOUTH
 FS0906'ALONG OLD US HIGHWAY 66, IN TOP OF THE LOWER LEDGE OF AN OUTCROP,
 FS0906'0.2 MILE NORTHWEST OF AND ACROSS THE RAILROAD AND HIGHWAY FROM SOME
 FS0906'SEWER PONDS, 0.05 MILE SOUTH OF MILEPOST 52, 6.4 METERS (21 FT) WEST
 FS0906'OF THE CENTERLINE OF THE HIGHWAY, 0.8 METER (2.6 FT) WEST OF THE
 FS0906'SOUTH END AND 0.5 FOOT ABOVE A HEADWALL.
 FS0906'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FS0906'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0906
 FS0906                          STATION RECOVERY (1982)
 FS0906
 FS0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0906'RECOVERED IN GOOD CONDITION.
 FS0906
 FS0906                          STATION RECOVERY (1982)
 FS0906
 FS0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0773 ***********************************************************************
 EU0773  DESIGNATION -  D 485
 EU0773  PID         -  EU0773
 EU0773  STATE/COUNTY-  AZ/MOHAVE
 EU0773  USGS QUAD   -  FRANCONIA (1970)
 EU0773
 EU0773                         *CURRENT SURVEY CONTROL
 EU0773  ___________________________________________________________________
 EU0773* NAD 83(1986)-  34 43 46.     (N)    114 18 59.     (W)     SCALED    
 EU0773* NAVD 88     -       296.830  (meters)     973.85   (feet)  ADJUSTED  
 EU0773  ___________________________________________________________________
 EU0773  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EU0773  DYNAMIC HT  -         296.516 (meters)     972.82  (feet)  COMP
 EU0773  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 EU0773
 EU0773  VERT ORDER  -  FIRST     CLASS II
 EU0773
 EU0773.The horizontal coordinates were scaled from a topographic map and have
 EU0773.an estimated accuracy of +/- 6 seconds.
 EU0773
 EU0773.The orthometric height was determined by differential leveling
 EU0773.and adjusted in June 1991.
 EU0773
 EU0773.The geoid height was determined by GEOID03.
 EU0773
 EU0773.The dynamic height is computed by dividing the NAVD 88
 EU0773.geopotential number by the normal gravity value computed on the
 EU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0773.degrees latitude (g = 980.6199 gals.).
 EU0773
 EU0773.The modeled gravity was interpolated from observed gravity values.
 EU0773
 EU0773;                    North         East    Units  Estimated Accuracy
 EU0773;SPC AZ W     -   413,720.      161,490.      MT  (+/- 180 meters Scaled)
 EU0773
 EU0773                          SUPERSEDED SURVEY CONTROL
 EU0773
 EU0773.No superseded survey control is available for this station.
 EU0773
 EU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU457463(NAD 83)
 EU0773_MARKER: DB = BENCH MARK DISK
 EU0773_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0773_SP_SET: PIER
 EU0773_STAMPING: D 485 1981
 EU0773_MARK LOGO: NGS   
 EU0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0773
 EU0773  HISTORY     - Date     Condition        Report By
 EU0773  HISTORY     - 1981     MONUMENTED       NGS
 EU0773
 EU0773                          STATION DESCRIPTION
 EU0773
 EU0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0773'15.5 KM (9.65 MI) NE FROM TOPOCK.
 EU0773'15.5 KM (9.65 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0773'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, SET VERTICALLY IN THE
 EU0773'NORTH FACE OF THE EAST ONE OF TWO PIERS SUPPORTING THE STATE HIGHWAY
 EU0773'95 OVERPASS, 17.7 METERS (58 FT) SOUTH OF THE CENTERLINE OF THE WEST
 EU0773'BOUND LANES, 16.9 METERS (55.5 FT) NORTH OF THE CENTERLINE OF THE EAST
 EU0773'BOUND LANES, 1.2 METERS (4 FT) ABOVE THE GROUND.
 EU0773'THE MARK IS 0.7 M BELOW THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0923 ***********************************************************************
 FS0923  DESIGNATION -  D 486
 FS0923  PID         -  FS0923
 FS0923  STATE/COUNTY-  AZ/MOHAVE
 FS0923  USGS QUAD   -  KINGMAN NW (1983)
 FS0923
 FS0923                         *CURRENT SURVEY CONTROL
 FS0923  ___________________________________________________________________
 FS0923* NAD 83(1986)-  35 14 06.     (N)    114 08 24.     (W)     SCALED    
 FS0923* NAVD 88     -      1013.377  (meters)    3324.72   (feet)  ADJUSTED  
 FS0923  ___________________________________________________________________
 FS0923  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0923  DYNAMIC HT  -        1012.198 (meters)    3320.85  (feet)  COMP
 FS0923  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 FS0923  OBS GRAVITY -     979,434.8   (mgal)                       GRAV_OBS
 FS0923
 FS0923  VERT ORDER  -  FIRST     CLASS II
 FS0923
 FS0923.The horizontal coordinates were scaled from a topographic map and have
 FS0923.an estimated accuracy of +/- 6 seconds.
 FS0923
 FS0923.The orthometric height was determined by differential leveling
 FS0923.and adjusted in June 1991.
 FS0923
 FS0923.The geoid height was determined by GEOID03.
 FS0923
 FS0923.The dynamic height is computed by dividing the NAVD 88
 FS0923.geopotential number by the normal gravity value computed on the
 FS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0923.degrees latitude (g = 980.6199 gals.).
 FS0923
 FS0923.The modeled gravity was interpolated from observed gravity values.
 FS0923.The observed gravity was obtained from relative gravimeter ties
 FS0923.to the IGSN71 gravity network.
 FS0923
 FS0923;                    North         East    Units  Estimated Accuracy
 FS0923;SPC AZ W     -   469,730.      177,860.      MT  (+/- 180 meters Scaled)
 FS0923
 FS0923                          SUPERSEDED SURVEY CONTROL
 FS0923
 FS0923.No superseded survey control is available for this station.
 FS0923
 FS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV602028(NAD 83)
 FS0923_MARKER: DB = BENCH MARK DISK
 FS0923_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0923_SP_SET: HEADWALL
 FS0923_STAMPING: D 486 1982
 FS0923_MARK LOGO: NGS   
 FS0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0923+STABILITY: SURFACE MOTION
 FS0923
 FS0923  HISTORY     - Date     Condition        Report By
 FS0923  HISTORY     - 1982     MONUMENTED       NGS
 FS0923
 FS0923                          STATION DESCRIPTION
 FS0923
 FS0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0923'8.8 KM (5.5 MI) NW FROM KINGMAN.
 FS0923'8.8 KM (5.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0923'HIGHWAY 40 OVERPASS IN KINGMAN, 0.15 MILE NORTHWEST OF MILEPOST 66, AT
 FS0923'A TRIPLE 10 BY 12 FOOT BOX CULVERT, IN TOP OF THE NORTHEAST HEADWALL,
 FS0923'0.3 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END, 9.7 METERS (32 FT)
 FS0923'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0923'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0704 ***********************************************************************
 FR0704  DESIGNATION -  D 487
 FR0704  PID         -  FR0704
 FR0704  STATE/COUNTY-  AZ/MOHAVE
 FR0704  USGS QUAD   -  VALENTINE (1980)
 FR0704
 FR0704                         *CURRENT SURVEY CONTROL
 FR0704  ___________________________________________________________________
 FR0704* NAD 83(1986)-  35 25 51.     (N)    113 38 58.     (W)     SCALED    
 FR0704* NAVD 88     -      1246.432  (meters)    4089.34   (feet)  ADJUSTED  
 FR0704  ___________________________________________________________________
 FR0704  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FR0704  DYNAMIC HT  -        1244.906 (meters)    4084.33  (feet)  COMP
 FR0704  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 FR0704
 FR0704  VERT ORDER  -  FIRST     CLASS II
 FR0704
 FR0704.The horizontal coordinates were scaled from a topographic map and have
 FR0704.an estimated accuracy of +/- 6 seconds.
 FR0704
 FR0704.The orthometric height was determined by differential leveling
 FR0704.and adjusted in June 1991.
 FR0704
 FR0704.The geoid height was determined by GEOID03.
 FR0704
 FR0704.The dynamic height is computed by dividing the NAVD 88
 FR0704.geopotential number by the normal gravity value computed on the
 FR0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0704.degrees latitude (g = 980.6199 gals.).
 FR0704
 FR0704.The modeled gravity was interpolated from observed gravity values.
 FR0704
 FR0704;                    North         East    Units  Estimated Accuracy
 FR0704;SPC AZ W     -   491,390.      222,490.      MT  (+/- 180 meters Scaled)
 FR0704
 FR0704                          SUPERSEDED SURVEY CONTROL
 FR0704
 FR0704.No superseded survey control is available for this station.
 FR0704
 FR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE594240(NAD 83)
 FR0704_MARKER: DB = BENCH MARK DISK
 FR0704_SETTING: 66 = SET IN ROCK OUTCROP
 FR0704_SP_SET: ROCK OUTCROP
 FR0704_STAMPING: D 487 1982
 FR0704_MARK LOGO: NGS   
 FR0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0704+STABILITY: POSITION/ELEVATION WELL
 FR0704
 FR0704  HISTORY     - Date     Condition        Report By
 FR0704  HISTORY     - 1982     MONUMENTED       NGS
 FR0704
 FR0704                          STATION DESCRIPTION
 FR0704
 FR0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0704'24.2 KM (15.1 MI) SW FROM PEACH SPRINGS.
 FR0704'24.2 KM (15.1 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0704'OFFICE AT PEACH SPRINGS, 0.6 KM (0.4 MILE) SOUTH OF HIGHWAY MILEPOST
 FR0704'89, ABOUT 30 METERS (100 FEET) ABOVE AND WEST ACROSS THE HIGHWAY FROM
 FR0704'THE SOUTH ONE OF A ROW OF SIX ONE STORY RANCE BUNK HOUSES, 14.0 METERS
 FR0704'(46.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 24.0 METERS (79.0
 FR0704'FEET) WEST ACROSS THE HIGHWAY FROM THE SOUTH END OF A METAL GUARD
 FR0704'RAIL, IN TOP OF A 3 BY 3 FOOT EXPOSED PORTION OF GRANITE OUTCROP AT
 FR0704'THE NORTH END OF A SMALL HIGHWAY CUT.
 FR0704'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0704'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0731 ***********************************************************************
 FR0731  DESIGNATION -  D 488
 FR0731  PID         -  FR0731
 FR0731  STATE/COUNTY-  AZ/COCONINO
 FR0731  USGS QUAD   -  NELSON (1967)
 FR0731
 FR0731                         *CURRENT SURVEY CONTROL
 FR0731  ___________________________________________________________________
 FR0731* NAD 83(1986)-  35 32 57.     (N)    113 18 11.     (W)     SCALED    
 FR0731* NAVD 88     -      1618.639  (meters)    5310.48   (feet)  ADJUSTED  
 FR0731  ___________________________________________________________________
 FR0731  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FR0731  DYNAMIC HT  -        1616.558 (meters)    5303.66  (feet)  COMP
 FR0731  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 FR0731
 FR0731  VERT ORDER  -  FIRST     CLASS II
 FR0731
 FR0731.The horizontal coordinates were scaled from a topographic map and have
 FR0731.an estimated accuracy of +/- 6 seconds.
 FR0731
 FR0731.The orthometric height was determined by differential leveling
 FR0731.and adjusted in June 1991.
 FR0731
 FR0731.The geoid height was determined by GEOID03.
 FR0731
 FR0731.The dynamic height is computed by dividing the NAVD 88
 FR0731.geopotential number by the normal gravity value computed on the
 FR0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0731.degrees latitude (g = 980.6199 gals.).
 FR0731
 FR0731.The modeled gravity was interpolated from observed gravity values.
 FR0731
 FR0731;                    North         East    Units  Estimated Accuracy
 FR0731;SPC AZ C     -   505,380.       87,660.      MT  (+/- 180 meters Scaled)
 FR0731
 FR0731                          SUPERSEDED SURVEY CONTROL
 FR0731
 FR0731.No superseded survey control is available for this station.
 FR0731
 FR0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE912363(NAD 83)
 FR0731_MARKER: DB = BENCH MARK DISK
 FR0731_SETTING: 66 = SET IN ROCK OUTCROP
 FR0731_SP_SET: ROCK OUTCROP
 FR0731_STAMPING: D 488 1982
 FR0731_MARK LOGO: NGS   
 FR0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0731+STABILITY: POSITION/ELEVATION WELL
 FR0731
 FR0731  HISTORY     - Date     Condition        Report By
 FR0731  HISTORY     - 1982     MONUMENTED       NGS
 FR0731
 FR0731                          STATION DESCRIPTION
 FR0731
 FR0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0731'15.0 KM (9.3 MI) EAST FROM PEACH SPRINGS.
 FR0731'15.0 KM (9.3 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0731'PEACH SPRINGS, 0.9 KM (0.55 MI) EAST OF A ROAD LEADING NORTH TO THE
 FR0731'SUPAI INDIAN RESERVATION, 0.2 KM (0.1 MI) WEST OF MILEPOST 111, IN TOP
 FR0731'OF A MASSIVE LIMESTONE OUTCROP PROJECTING 0.8 FOOT, 54.8 METERS (180
 FR0731'FT) WEST OF A BOX CULVERT, 24.6 METERS (81 FT) SOUTH OF THE CENTERLINE
 FR0731'OF THE HIGHWAY, 7.3 METERS (24 FT) NORTH OF A FENCE, 11.2 METERS (37
 FR0731'FT) NORTHEAST OF TELEPHONE POLE 14725, 6.0 METERS (20 FT) SOUTH OF A
 FR0731'JUNIPER TREE.
 FR0731'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 FR0731'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0766 ***********************************************************************
 FR0766  DESIGNATION -  D 489
 FR0766  PID         -  FR0766
 FR0766  STATE/COUNTY-  AZ/YAVAPAI
 FR0766  USGS QUAD   -  ASH FORK (1979)
 FR0766
 FR0766                         *CURRENT SURVEY CONTROL
 FR0766  ___________________________________________________________________
 FR0766* NAD 83(1986)-  35 13 10.     (N)    112 27 18.     (W)     SCALED    
 FR0766* NAVD 88     -      1596.415  (meters)    5237.57   (feet)  ADJUSTED  
 FR0766  ___________________________________________________________________
 FR0766  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 FR0766  DYNAMIC HT  -        1594.307 (meters)    5230.66  (feet)  COMP
 FR0766  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 FR0766
 FR0766  VERT ORDER  -  FIRST     CLASS II
 FR0766
 FR0766.The horizontal coordinates were scaled from a topographic map and have
 FR0766.an estimated accuracy of +/- 6 seconds.
 FR0766
 FR0766.The orthometric height was determined by differential leveling
 FR0766.and adjusted in June 1991.
 FR0766
 FR0766.The geoid height was determined by GEOID03.
 FR0766
 FR0766.The dynamic height is computed by dividing the NAVD 88
 FR0766.geopotential number by the normal gravity value computed on the
 FR0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0766.degrees latitude (g = 980.6199 gals.).
 FR0766
 FR0766.The modeled gravity was interpolated from observed gravity values.
 FR0766
 FR0766;                    North         East    Units  Estimated Accuracy
 FR0766;SPC AZ C     -   468,050.      164,350.      MT  (+/- 180 meters Scaled)
 FR0766
 FR0766                          SUPERSEDED SURVEY CONTROL
 FR0766
 FR0766.No superseded survey control is available for this station.
 FR0766
 FR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD675983(NAD 83)
 FR0766_MARKER: DB = BENCH MARK DISK
 FR0766_SETTING: 66 = SET IN ROCK OUTCROP
 FR0766_SP_SET: ROCK OUTCROP
 FR0766_STAMPING: D 489 1982
 FR0766_MARK LOGO: NGS   
 FR0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0766+STABILITY: POSITION/ELEVATION WELL
 FR0766
 FR0766  HISTORY     - Date     Condition        Report By
 FR0766  HISTORY     - 1982     MONUMENTED       NGS
 FR0766
 FR0766                          STATION DESCRIPTION
 FR0766
 FR0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0766'1.9 KM (1.2 MI) EAST FROM ASH FORK.
 FR0766'1.9 KM (1.2 MI) EAST ALONG INTERSTAE HIGHWAY 40 FROM THE JUNCTION OF
 FR0766'US HIGHWAY 89 IN ASH FORK, IN TOP OF A VOLCANIC OUTCROP PROJECTING 2
 FR0766'FEET FROM THE EAST END OF A LONG HIGHWAY CUT, 0.05 MILE EAST OF A
 FR0766'HIGHWAY SIGN READING COUNTY LINE ROAD 1 MILE, 0.2 KM (0.15 MI) WEST OF
 FR0766'THE JOHNSON CREEK CULVERT, 14.3 METERS (47 FT) SOUTH OF THE CENTERLINE
 FR0766'OF THE EAST BOUND TRAFFIC LANES, 91.4 METERS (300 FT) WEST OF THE WEST
 FR0766'END OF THE HIGHWAY CUT, 54.8 METERS (180 FT) EAST OF A HIGHWAY SIGN.
 FR0766'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0766'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0376 ***********************************************************************
 FQ0376  DESIGNATION -  D 490
 FQ0376  PID         -  FQ0376
 FQ0376  STATE/COUNTY-  AZ/COCONINO
 FQ0376  USGS QUAD   -  PARKS (1974)
 FQ0376
 FQ0376                         *CURRENT SURVEY CONTROL
 FQ0376  ___________________________________________________________________
 FQ0376* NAD 83(1986)-  35 15 31.     (N)    111 56 30.     (W)     SCALED    
 FQ0376* NAVD 88     -      2164.755  (meters)    7102.20   (feet)  ADJUSTED  
 FQ0376  ___________________________________________________________________
 FQ0376  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FQ0376  DYNAMIC HT  -        2161.662 (meters)    7092.05  (feet)  COMP
 FQ0376  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 FQ0376
 FQ0376  VERT ORDER  -  FIRST     CLASS II
 FQ0376
 FQ0376.The horizontal coordinates were scaled from a topographic map and have
 FQ0376.an estimated accuracy of +/- 6 seconds.
 FQ0376
 FQ0376.The orthometric height was determined by differential leveling
 FQ0376.and adjusted in June 1991.
 FQ0376
 FQ0376.The geoid height was determined by GEOID03.
 FQ0376
 FQ0376.The dynamic height is computed by dividing the NAVD 88
 FQ0376.geopotential number by the normal gravity value computed on the
 FQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0376.degrees latitude (g = 980.6199 gals.).
 FQ0376
 FQ0376.The modeled gravity was interpolated from observed gravity values.
 FQ0376
 FQ0376;                    North         East    Units  Estimated Accuracy
 FQ0376;SPC AZ C     -   472,260.      211,090.      MT  (+/- 180 meters Scaled)
 FQ0376
 FQ0376                          SUPERSEDED SURVEY CONTROL
 FQ0376
 FQ0376.No superseded survey control is available for this station.
 FQ0376
 FQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE143021(NAD 83)
 FQ0376_MARKER: DB = BENCH MARK DISK
 FQ0376_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0376_SP_SET: ROCK OUTCROP
 FQ0376_STAMPING: D 490 1982
 FQ0376_MARK LOGO: NGS   
 FQ0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0376+STABILITY: POSITION/ELEVATION WELL
 FQ0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0376+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FQ0376
 FQ0376  HISTORY     - Date     Condition        Report By
 FQ0376  HISTORY     - 1982     MONUMENTED       NGS
 FQ0376  HISTORY     - 20060429 GOOD             NGS
 FQ0376
 FQ0376                          STATION DESCRIPTION
 FQ0376
 FQ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0376'28.8 KM (17.9 MI) WEST FROM FLAGSTAFF.
 FQ0376'28.3 KM (17.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0376'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.5 KM (0.3 MI) WEST
 FQ0376'ALONG (OLD HIGHWAY 66) PARKS ROAD, AT THE ENTRANCE TO THE WHISPERING
 FQ0376'PINES CAMPGROUND, IN TOP OF A 10 BY 15 FOOT EXPOSSED PORTION OF A
 FQ0376'MASSIVE VOLCANIC OUTCROP PROJECTING 4 FEET ABOVE THE GROUND, 10.0
 FQ0376'METERS (33 FT) NORTH OF THE CENTERLINE OF THE ROAD, 9.1 METERS (30 FT)
 FQ0376'WEST OF THE CENTERLINE OF THE EXIT DRIVEWAY LEADING SOUTH, 6.4 METERS
 FQ0376'(21 FT) SOUTH OF A 24-INCH PONDAROSA PINE TREE.
 FQ0376'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0376'THE MARK IS 1 M ABOVE THE ROAD.
 FQ0376
 FQ0376                          STATION RECOVERY (2006)
 FQ0376
 FQ0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0400 ***********************************************************************
 FQ0400  DESIGNATION -  D 491
 FQ0400  PID         -  FQ0400
 FQ0400  STATE/COUNTY-  AZ/COCONINO
 FQ0400  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0400
 FQ0400                         *CURRENT SURVEY CONTROL
 FQ0400  ___________________________________________________________________
 FQ0400* NAD 83(1986)-  35 04 11.     (N)    111 43 56.     (W)     SCALED    
 FQ0400* NAVD 88     -      2002.103  (meters)    6568.57   (feet)  ADJUSTED  
 FQ0400  ___________________________________________________________________
 FQ0400  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0400  DYNAMIC HT  -        1999.296 (meters)    6559.36  (feet)  COMP
 FQ0400  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 FQ0400
 FQ0400  VERT ORDER  -  FIRST     CLASS II
 FQ0400
 FQ0400.The horizontal coordinates were scaled from a topographic map and have
 FQ0400.an estimated accuracy of +/- 6 seconds.
 FQ0400
 FQ0400.The orthometric height was determined by differential leveling
 FQ0400.and adjusted in June 1991.
 FQ0400
 FQ0400.The geoid height was determined by GEOID03.
 FQ0400
 FQ0400.The dynamic height is computed by dividing the NAVD 88
 FQ0400.geopotential number by the normal gravity value computed on the
 FQ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0400.degrees latitude (g = 980.6199 gals.).
 FQ0400
 FQ0400.The modeled gravity was interpolated from observed gravity values.
 FQ0400
 FQ0400;                    North         East    Units  Estimated Accuracy
 FQ0400;SPC AZ C     -   451,320.      230,180.      MT  (+/- 180 meters Scaled)
 FQ0400
 FQ0400                          SUPERSEDED SURVEY CONTROL
 FQ0400
 FQ0400.No superseded survey control is available for this station.
 FQ0400
 FQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD332810(NAD 83)
 FQ0400_MARKER: DB = BENCH MARK DISK
 FQ0400_SETTING: 80 = SET IN A BOULDER
 FQ0400_SP_SET: BOULDER
 FQ0400_STAMPING: D 491 1982
 FQ0400_MARK LOGO: NGS   
 FQ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0400+STABILITY: SURFACE MOTION
 FQ0400
 FQ0400  HISTORY     - Date     Condition        Report By
 FQ0400  HISTORY     - 1982     MONUMENTED       NGS
 FQ0400
 FQ0400                          STATION DESCRIPTION
 FQ0400
 FQ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0400'14.3 KM (8.9 MI) SW FROM FLAGSTAFF.
 FQ0400'14.3 KM (8.9 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0400'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.48 KM (0.3
 FQ0400'MI) SOUTH OF MILEPOST 393, IN TOP OF A 3 BY 4 FOOT EMBEDDED BOULDER,
 FQ0400'11.5 METERS (38.0 FT) WEST OF THE HIGHWAY CENTERLINE, 7.3 METERS (24.0
 FQ0400'FT) NORTHWEST OF A CATCH BASIN, 4.2 METERS (14.0 FT) EAST OF THE RIGHT
 FQ0400'OF WAY FENCE.
 FQ0400'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0400'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0447 ***********************************************************************
 FQ0447  DESIGNATION -  D 492
 FQ0447  PID         -  FQ0447
 FQ0447  STATE/COUNTY-  AZ/COCONINO
 FQ0447  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0447
 FQ0447                         *CURRENT SURVEY CONTROL
 FQ0447  ___________________________________________________________________
 FQ0447* NAD 83(1986)-  35 11 50.     (N)    111 38 40.     (W)     SCALED    
 FQ0447* NAVD 88     -      2108.252  (meters)    6916.82   (feet)  ADJUSTED  
 FQ0447  ___________________________________________________________________
 FQ0447  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FQ0447  DYNAMIC HT  -        2105.254 (meters)    6906.99  (feet)  COMP
 FQ0447  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 FQ0447
 FQ0447  VERT ORDER  -  FIRST     CLASS II
 FQ0447
 FQ0447.The horizontal coordinates were scaled from a topographic map and have
 FQ0447.an estimated accuracy of +/- 6 seconds.
 FQ0447
 FQ0447.The orthometric height was determined by differential leveling
 FQ0447.and adjusted in June 1991.
 FQ0447
 FQ0447.The geoid height was determined by GEOID03.
 FQ0447
 FQ0447.The dynamic height is computed by dividing the NAVD 88
 FQ0447.geopotential number by the normal gravity value computed on the
 FQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0447.degrees latitude (g = 980.6199 gals.).
 FQ0447
 FQ0447.The modeled gravity was interpolated from observed gravity values.
 FQ0447
 FQ0447;                    North         East    Units  Estimated Accuracy
 FQ0447;SPC AZ C     -   465,490.      238,150.      MT  (+/- 180 meters Scaled)
 FQ0447
 FQ0447                          SUPERSEDED SURVEY CONTROL
 FQ0447
 FQ0447.No superseded survey control is available for this station.
 FQ0447
 FQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD413951(NAD 83)
 FQ0447_MARKER: DB = BENCH MARK DISK
 FQ0447_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0447_SP_SET: ROCK OUTCROP
 FQ0447_STAMPING: D 492 1982
 FQ0447_MARK LOGO: NGS   
 FQ0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0447+STABILITY: POSITION/ELEVATION WELL
 FQ0447
 FQ0447  HISTORY     - Date     Condition        Report By
 FQ0447  HISTORY     - 1982     MONUMENTED       NGS
 FQ0447  HISTORY     - 1983     GOOD             NGS
 FQ0447  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0447
 FQ0447                          STATION DESCRIPTION
 FQ0447
 FQ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0447'4.0 KM (2.5 MI) NORTH FROM FLAGSTAFF.
 FQ0447'4.0 KM (2.5 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0447'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 4 BY 10 FOOT
 FQ0447'PORTION OF VOLCANCIC OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF
 FQ0447'THE GROUND, AT THE T JUNCTION OF NORTH ELDEN STREET AND EAST ASPEN
 FQ0447'AVENUE, 146.1 METERS (480 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.6
 FQ0447'METERS (48 FT) NORTH OF THE EXTENDED CENTER OF EAST ASPEN AVENUE, 13.7
 FQ0447'METERS (45 FT) EAST OF THE CENTER OF NORTH ELDEN STREET.
 FQ0447'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FQ0447'THE MARK IS 1.3 M ABOVE ELDEN STREET.
 FQ0447
 FQ0447                          STATION RECOVERY (1983)
 FQ0447
 FQ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0447'RECOVERED IN GOOD CONDITION.
 FQ0447
 FQ0447                          STATION RECOVERY (2005)
 FQ0447
 FQ0447'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0447'MARK NOT FOUND. BUILDING AND NEW LANSCAPE AT STATED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0660 ***********************************************************************
 ES0660  DESIGNATION -  D 493
 ES0660  PID         -  ES0660
 ES0660  STATE/COUNTY-  AZ/YAVAPAI
 ES0660  USGS QUAD   -  SEDONA (1969)
 ES0660
 ES0660                         *CURRENT SURVEY CONTROL
 ES0660  ___________________________________________________________________
 ES0660* NAD 83(1986)-  34 50 24.     (N)    111 52 27.     (W)     SCALED    
 ES0660* NAVD 88     -      1236.627  (meters)    4057.17   (feet)  ADJUSTED  
 ES0660  ___________________________________________________________________
 ES0660  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ES0660  DYNAMIC HT  -        1235.042 (meters)    4051.97  (feet)  COMP
 ES0660  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 ES0660
 ES0660  VERT ORDER  -  FIRST     CLASS II
 ES0660
 ES0660.The horizontal coordinates were scaled from a topographic map and have
 ES0660.an estimated accuracy of +/- 6 seconds.
 ES0660
 ES0660.The orthometric height was determined by differential leveling
 ES0660.and adjusted in June 1991.
 ES0660
 ES0660.The geoid height was determined by GEOID03.
 ES0660
 ES0660.The dynamic height is computed by dividing the NAVD 88
 ES0660.geopotential number by the normal gravity value computed on the
 ES0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0660.degrees latitude (g = 980.6199 gals.).
 ES0660
 ES0660.The modeled gravity was interpolated from observed gravity values.
 ES0660
 ES0660;                    North         East    Units  Estimated Accuracy
 ES0660;SPC AZ C     -   425,830.      217,250.      MT  (+/- 180 meters Scaled)
 ES0660
 ES0660                          SUPERSEDED SURVEY CONTROL
 ES0660
 ES0660.No superseded survey control is available for this station.
 ES0660
 ES0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD200556(NAD 83)
 ES0660_MARKER: DB = BENCH MARK DISK
 ES0660_SETTING: 66 = SET IN ROCK OUTCROP
 ES0660_SP_SET: ROCK OUTCROP
 ES0660_STAMPING: D 493 1982
 ES0660_MARK LOGO: NGS   
 ES0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0660+STABILITY: POSITION/ELEVATION WELL
 ES0660
 ES0660  HISTORY     - Date     Condition        Report By
 ES0660  HISTORY     - 1982     MONUMENTED       NGS
 ES0660  HISTORY     - 19950712 GOOD             USPSQD
 ES0660
 ES0660                          STATION DESCRIPTION
 ES0660
 ES0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0660'11.3 KM (7.0 MI) SW FROM SEDONA.
 ES0660'11.3 KM (7.0 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0660'OFFICE IN SEDONA, IN TOP OF THE WEST END OF A SANDSTONE CUT, AT
 ES0660'MILEPOST 367, 4.5 METERS (15 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.8
 ES0660'METERS (42 FT) SOUTH OF MILEPOST 367, 10.9 KM (36 FT) SOUTH OF THE
 ES0660'WEST END OF A GUARD RAIL, 4.5 METERS (15 FT) WEST OF THE EAST END OF
 ES0660'THE CUT.
 ES0660'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0660
 ES0660                          STATION RECOVERY (1995)
 ES0660
 ES0660'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0683 ***********************************************************************
 ES0683  DESIGNATION -  D 494
 ES0683  PID         -  ES0683
 ES0683  STATE/COUNTY-  AZ/YAVAPAI
 ES0683  USGS QUAD   -  CAMP VERDE (1969)
 ES0683
 ES0683                         *CURRENT SURVEY CONTROL
 ES0683  ___________________________________________________________________
 ES0683* NAD 83(1986)-  34 33 36.     (N)    111 51 12.     (W)     SCALED    
 ES0683* NAVD 88     -       949.837  (meters)    3116.26   (feet)  ADJUSTED  
 ES0683  ___________________________________________________________________
 ES0683  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0683  DYNAMIC HT  -         948.649 (meters)    3112.36  (feet)  COMP
 ES0683  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 ES0683
 ES0683  VERT ORDER  -  FIRST     CLASS II
 ES0683
 ES0683.The horizontal coordinates were scaled from a topographic map and have
 ES0683.an estimated accuracy of +/- 6 seconds.
 ES0683
 ES0683.The orthometric height was determined by differential leveling
 ES0683.and adjusted in June 1991.
 ES0683
 ES0683.The geoid height was determined by GEOID03.
 ES0683
 ES0683.The dynamic height is computed by dividing the NAVD 88
 ES0683.geopotential number by the normal gravity value computed on the
 ES0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0683.degrees latitude (g = 980.6199 gals.).
 ES0683
 ES0683.The modeled gravity was interpolated from observed gravity values.
 ES0683
 ES0683;                    North         East    Units  Estimated Accuracy
 ES0683;SPC AZ C     -   394,770.      219,170.      MT  (+/- 180 meters Scaled)
 ES0683
 ES0683                          SUPERSEDED SURVEY CONTROL
 ES0683
 ES0683.No superseded survey control is available for this station.
 ES0683
 ES0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD217245(NAD 83)
 ES0683_MARKER: DB = BENCH MARK DISK
 ES0683_SETTING: 66 = SET IN ROCK OUTCROP
 ES0683_SP_SET: ROCK OUTCROP
 ES0683_STAMPING: D 494 1982
 ES0683_MARK LOGO: NGS   
 ES0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0683+STABILITY: POSITION/ELEVATION WELL
 ES0683
 ES0683  HISTORY     - Date     Condition        Report By
 ES0683  HISTORY     - 1982     MONUMENTED       NGS
 ES0683  HISTORY     - 19980228 GOOD             USPSQD
 ES0683
 ES0683                          STATION DESCRIPTION
 ES0683
 ES0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0683'0.6 KM (0.4 MI) SOUTH FROM CAMP VERDE.
 ES0683'0.6 KM (0.4 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN CAMP
 ES0683'VERDE, IN TOP OF A LEDGE OF OUTCROP, AT THE SOUTH END OF A SMALL CUT,
 ES0683'AT THE Y JUNCTION OF GENERAL CROOK TRAIL LEADING SOUTHWEST, 14.8
 ES0683'METERS (49 FT) WEST OF THE CENTER OF GEN CROOK TR, 5.5 METERS (18 FT)
 ES0683'WEST OF THE CENTER OF MAIN STREET, 8.0 METERS (26 FT) NORTHEAST OF A
 ES0683'POWER POLE, 13.5 METERS (44 FT) SOUTHEAST OF THE EAST CORNER OF THE
 ES0683'FORT VERDE MOTEL.
 ES0683'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0683'THE MARK IS 0.4 M ABOVE MAIN STREET.
 ES0683
 ES0683                          STATION RECOVERY (1998)
 ES0683
 ES0683'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0723 ***********************************************************************
 ES0723  DESIGNATION -  D 495
 ES0723  PID         -  ES0723
 ES0723  STATE/COUNTY-  AZ/GILA
 ES0723  USGS QUAD   -  PINE (1973)
 ES0723
 ES0723                         *CURRENT SURVEY CONTROL
 ES0723  ___________________________________________________________________
 ES0723* NAD 83(1986)-  34 24 29.     (N)    111 29 37.     (W)     SCALED    
 ES0723* NAVD 88     -      1800.436  (meters)    5906.93   (feet)  ADJUSTED  
 ES0723  ___________________________________________________________________
 ES0723  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 ES0723  DYNAMIC HT  -        1797.888 (meters)    5898.57  (feet)  COMP
 ES0723  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 ES0723
 ES0723  VERT ORDER  -  FIRST     CLASS II
 ES0723
 ES0723.The horizontal coordinates were scaled from a topographic map and have
 ES0723.an estimated accuracy of +/- 6 seconds.
 ES0723
 ES0723.The orthometric height was determined by differential leveling
 ES0723.and adjusted in June 1991.
 ES0723
 ES0723.The geoid height was determined by GEOID03.
 ES0723
 ES0723.The dynamic height is computed by dividing the NAVD 88
 ES0723.geopotential number by the normal gravity value computed on the
 ES0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0723.degrees latitude (g = 980.6199 gals.).
 ES0723
 ES0723.The modeled gravity was interpolated from observed gravity values.
 ES0723
 ES0723;                    North         East    Units  Estimated Accuracy
 ES0723;SPC AZ E     -   378,710.       91,370.      MT  (+/- 180 meters Scaled)
 ES0723
 ES0723                          SUPERSEDED SURVEY CONTROL
 ES0723
 ES0723.No superseded survey control is available for this station.
 ES0723
 ES0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD546075(NAD 83)
 ES0723_MARKER: DB = BENCH MARK DISK
 ES0723_SETTING: 66 = SET IN ROCK OUTCROP
 ES0723_SP_SET: ROCK OUTCROP
 ES0723_STAMPING: D 495 1982
 ES0723_MARK LOGO: NGS   
 ES0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0723+STABILITY: POSITION/ELEVATION WELL
 ES0723
 ES0723  HISTORY     - Date     Condition        Report By
 ES0723  HISTORY     - 1982     MONUMENTED       NGS
 ES0723  HISTORY     - 19980819 GOOD             USPSQD
 ES0723
 ES0723                          STATION DESCRIPTION
 ES0723
 ES0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0723'4.8 KM (3.0 MI) NW FROM PINE.
 ES0723'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0723'IN PINE, IN TOP OF A 6 BY 6 FOOT PORTION OF RED SANDSTONE OUTCROP AT
 ES0723'THE SOUTHWEST END OF A LONG CUT AND IN THE NORTHWEST CORNER OF THE T
 ES0723'JUNCTION OF FOSSIL CREEK ROAD AT STRAWBERRY, 7.3 METERS (24 FT) WEST
 ES0723'OF THE HIGHWAY CENTERLINE, 80.0 METERS (263 FT) NORTH OF THE NORTH
 ES0723'FACE OF THE STRAWBERRY LODGE, 60.0 METERS (197 FT) NORTH OF THE FOSSIL
 ES0723'CREEK ROAD CENTERLINE, 9.5 METERS (31 FT) EAST OF AND 2.0 METERS (7
 ES0723'FT) BELOW THE CENTER OF A PRIVATE GRAVEL DRIVEWAY.
 ES0723'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0723'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0723
 ES0723                          STATION RECOVERY (1998)
 ES0723
 ES0723'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0730 ***********************************************************************
 ES0730  DESIGNATION -  D 496
 ES0730  PID         -  ES0730
 ES0730  STATE/COUNTY-  AZ/GILA
 ES0730  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0730
 ES0730                         *CURRENT SURVEY CONTROL
 ES0730  ___________________________________________________________________
 ES0730* NAD 83(1986)-  34 22 03.     (N)    111 26 07.     (W)     SCALED    
 ES0730* NAVD 88     -      1681.538  (meters)    5516.85   (feet)  ADJUSTED  
 ES0730  ___________________________________________________________________
 ES0730  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 ES0730  DYNAMIC HT  -        1679.180 (meters)    5509.11  (feet)  COMP
 ES0730  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 ES0730  OBS GRAVITY -     979,181.9   (mgal)                       GRAV_OBS
 ES0730
 ES0730  VERT ORDER  -  FIRST     CLASS II
 ES0730
 ES0730.The horizontal coordinates were scaled from a topographic map and have
 ES0730.an estimated accuracy of +/- 6 seconds.
 ES0730
 ES0730.The orthometric height was determined by differential leveling
 ES0730.and adjusted in June 1991.
 ES0730
 ES0730.The geoid height was determined by GEOID03.
 ES0730
 ES0730.The dynamic height is computed by dividing the NAVD 88
 ES0730.geopotential number by the normal gravity value computed on the
 ES0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0730.degrees latitude (g = 980.6199 gals.).
 ES0730
 ES0730.The modeled gravity was interpolated from observed gravity values.
 ES0730.The observed gravity was obtained from relative gravimeter ties
 ES0730.to the IGSN71 gravity network.
 ES0730
 ES0730;                    North         East    Units  Estimated Accuracy
 ES0730;SPC AZ E     -   374,140.       96,680.      MT  (+/- 180 meters Scaled)
 ES0730
 ES0730                          SUPERSEDED SURVEY CONTROL
 ES0730
 ES0730.No superseded survey control is available for this station.
 ES0730
 ES0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD599029(NAD 83)
 ES0730_MARKER: DB = BENCH MARK DISK
 ES0730_SETTING: 66 = SET IN ROCK OUTCROP
 ES0730_SP_SET: ROCK OUTCROP
 ES0730_STAMPING: D 496 1982
 ES0730_MARK LOGO: NGS   
 ES0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0730+STABILITY: POSITION/ELEVATION WELL
 ES0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0730+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 ES0730
 ES0730  HISTORY     - Date     Condition        Report By
 ES0730  HISTORY     - 1982     MONUMENTED       NGS
 ES0730  HISTORY     - 19980819 GOOD             USPSQD
 ES0730  HISTORY     - 20080808 GOOD             GEOCAC
 ES0730
 ES0730                          STATION DESCRIPTION
 ES0730
 ES0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0730'2.7 KM (1.7 MI) SE FROM PINE.
 ES0730'2.7 KM (1.7 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0730'IN PINE, 0.1 KM (0.05 MI) NORTHWEST OF THE T JUNCTION OF A DIRT ROAD
 ES0730'LEADING WEST, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 266, IN TOP OF A
 ES0730'LOW OUTCROP CUT, 6.0 METERS (20 FT) NORTHEAST OF THE HIGHWAY
 ES0730'CENTERLINE, 22.4 METERS (90 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD
 ES0730'AND A TURN OUT.
 ES0730'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0730'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0730
 ES0730                          STATION RECOVERY (1998)
 ES0730
 ES0730'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0730'RECOVERED IN GOOD CONDITION.
 ES0730
 ES0730                          STATION RECOVERY (2008)
 ES0730
 ES0730'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0730'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0730'34 22 05.2 (N)   111 26 11.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0756 ***********************************************************************
 ES0756  DESIGNATION -  D 497
 ES0756  PID         -  ES0756
 ES0756  STATE/COUNTY-  AZ/GILA
 ES0756  USGS QUAD   -  GISELA (1972)
 ES0756
 ES0756                         *CURRENT SURVEY CONTROL
 ES0756  ___________________________________________________________________
 ES0756* NAD 83(1986)-  34 03 49.     (N)    111 19 23.     (W)     SCALED    
 ES0756* NAVD 88     -       878.989  (meters)    2883.82   (feet)  ADJUSTED  
 ES0756  ___________________________________________________________________
 ES0756  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ES0756  DYNAMIC HT  -         877.861 (meters)    2880.12  (feet)  COMP
 ES0756  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 ES0756
 ES0756  VERT ORDER  -  FIRST     CLASS II
 ES0756
 ES0756.The horizontal coordinates were scaled from a topographic map and have
 ES0756.an estimated accuracy of +/- 6 seconds.
 ES0756
 ES0756.The orthometric height was determined by differential leveling
 ES0756.and adjusted in June 1991.
 ES0756
 ES0756.The geoid height was determined by GEOID03.
 ES0756
 ES0756.The dynamic height is computed by dividing the NAVD 88
 ES0756.geopotential number by the normal gravity value computed on the
 ES0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0756.degrees latitude (g = 980.6199 gals.).
 ES0756
 ES0756.The modeled gravity was interpolated from observed gravity values.
 ES0756
 ES0756;                    North         East    Units  Estimated Accuracy
 ES0756;SPC AZ E     -   340,310.      106,620.      MT  (+/- 180 meters Scaled)
 ES0756
 ES0756                          SUPERSEDED SURVEY CONTROL
 ES0756
 ES0756.No superseded survey control is available for this station.
 ES0756
 ES0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701692(NAD 83)
 ES0756_MARKER: I = METAL ROD
 ES0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0756_SP_SET: STAINLESS STEEL ROD
 ES0756_STAMPING: D 497 1982
 ES0756_MARK LOGO: NGS   
 ES0756_PROJECTION: FLUSH
 ES0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0756_ROD/PIPE-DEPTH: 2.1  meters
 ES0756
 ES0756  HISTORY     - Date     Condition        Report By
 ES0756  HISTORY     - 1982     MONUMENTED       NGS
 ES0756  HISTORY     - 20080307 GOOD             GEOCAC
 ES0756
 ES0756                          STATION DESCRIPTION
 ES0756
 ES0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0756'23.6 KM (14.7 MI) SOUTH FROM PAYSON.
 ES0756'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0756'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0756'GISELA, THENCE 3.9 KM (2.4 MI) SOUTHEAST ALONG RYE CREEK ROAD, 0.7
 ES0756'METER (0.2 FT) NORTHWEST OF THE NORTHWEST POLE OF A POWER LINE
 ES0756'CROSSING AND IN LINE WITH THE POWER POLES, 13.7 METERS (45 FT)
 ES0756'SOUTHWEST OF THE ROAD CENTER, 21.3 METERS (70 FT) NORTHEAST OF THE
 ES0756'NORTH CORNER OF A PLOWED FIELD, 12.2 METERS (40 FT) NORTHEAST OF A
 ES0756'FENCE.
 ES0756'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ES0756'THE MARK IS 0.5 M BELOW THE ROAD.
 ES0756
 ES0756                          STATION RECOVERY (2008)
 ES0756
 ES0756'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0756'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0756'THE DESCRIPTION - THE MARK IS 2.3 FEET NORTHWEST OF A POWER POLE.
 ES0756'HANDHELD COORDINATES
 ES0756'34 03 51.1 (N)   111 19 24.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1627 ***********************************************************************
 DU1627  DESIGNATION -  D 498
 DU1627  PID         -  DU1627
 DU1627  STATE/COUNTY-  AZ/GILA
 DU1627  USGS QUAD   -  TONTO BASIN (1964)
 DU1627
 DU1627                         *CURRENT SURVEY CONTROL
 DU1627  ___________________________________________________________________
 DU1627* NAD 83(1986)-  33 45 36.     (N)    111 15 08.     (W)     SCALED    
 DU1627* NAVD 88     -       659.294  (meters)    2163.03   (feet)  ADJUSTED  
 DU1627  ___________________________________________________________________
 DU1627  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DU1627  DYNAMIC HT  -         658.452 (meters)    2160.27  (feet)  COMP
 DU1627  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 DU1627  OBS GRAVITY -     979,340.5   (mgal)                       GRAV_OBS
 DU1627
 DU1627  VERT ORDER  -  FIRST     CLASS II
 DU1627
 DU1627.The horizontal coordinates were scaled from a topographic map and have
 DU1627.an estimated accuracy of +/- 6 seconds.
 DU1627
 DU1627.The orthometric height was determined by differential leveling
 DU1627.and adjusted in June 1991.
 DU1627
 DU1627.The geoid height was determined by GEOID03.
 DU1627
 DU1627.The dynamic height is computed by dividing the NAVD 88
 DU1627.geopotential number by the normal gravity value computed on the
 DU1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1627.degrees latitude (g = 980.6199 gals.).
 DU1627
 DU1627.The modeled gravity was interpolated from observed gravity values.
 DU1627.The observed gravity was obtained from relative gravimeter ties
 DU1627.to the IGSN71 gravity network.
 DU1627
 DU1627;                    North         East    Units  Estimated Accuracy
 DU1627;SPC AZ E     -   306,570.      112,800.      MT  (+/- 180 meters Scaled)
 DU1627
 DU1627                          SUPERSEDED SURVEY CONTROL
 DU1627
 DU1627.No superseded survey control is available for this station.
 DU1627
 DU1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC766355(NAD 83)
 DU1627_MARKER: I = METAL ROD
 DU1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1627_SP_SET: STAINLESS STEEL ROD
 DU1627_STAMPING: D 498 1983
 DU1627_MARK LOGO: NGS   
 DU1627_PROJECTION: FLUSH
 DU1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1627_ROD/PIPE-DEPTH: 11.6 meters
 DU1627
 DU1627  HISTORY     - Date     Condition        Report By
 DU1627  HISTORY     - 1983     MONUMENTED       NGS
 DU1627
 DU1627                          STATION DESCRIPTION
 DU1627
 DU1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1627'15.0 KM (9.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1627'15.0 KM (9.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1627'PUNKIN CENTER, ON A SMALL FLAT OVERLOOKING ROOSEVELT LAKE, 10.2 KM (34
 DU1627'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT) SOUTHEAST
 DU1627'OF MILEPOST 253, 4.0 METERS (13 FT) SOUTHEAST OF A SHORT PIECE OF
 DU1627'STEEL RAIL PROJECTING 3 FEET ABOVE THE GROUND.
 DU1627'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU1627'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0200 ***********************************************************************
 GQ0200  DESIGNATION -  D 499
 GQ0200  PID         -  GQ0200
 GQ0200  STATE/COUNTY-  AZ/MOHAVE
 GQ0200  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0200
 GQ0200                         *CURRENT SURVEY CONTROL
 GQ0200  ___________________________________________________________________
 GQ0200* NAD 83(1986)-  36 56 40.     (N)    113 55 25.     (W)     SCALED    
 GQ0200* NAVD 88     -       650.475  (meters)    2134.10   (feet)  ADJUSTED  
 GQ0200  ___________________________________________________________________
 GQ0200  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 GQ0200  DYNAMIC HT  -         649.817 (meters)    2131.94  (feet)  COMP
 GQ0200  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 GQ0200
 GQ0200  VERT ORDER  -  FIRST     CLASS II
 GQ0200
 GQ0200.The horizontal coordinates were scaled from a topographic map and have
 GQ0200.an estimated accuracy of +/- 6 seconds.
 GQ0200
 GQ0200.The orthometric height was determined by differential leveling
 GQ0200.and adjusted in June 1991.
 GQ0200
 GQ0200.The geoid height was determined by GEOID03.
 GQ0200
 GQ0200.The dynamic height is computed by dividing the NAVD 88
 GQ0200.geopotential number by the normal gravity value computed on the
 GQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0200.degrees latitude (g = 980.6199 gals.).
 GQ0200
 GQ0200.The modeled gravity was interpolated from observed gravity values.
 GQ0200
 GQ0200;                    North         East    Units  Estimated Accuracy
 GQ0200;SPC AZ W     -   659,340.      197,900.      MT  (+/- 180 meters Scaled)
 GQ0200
 GQ0200                          SUPERSEDED SURVEY CONTROL
 GQ0200
 GQ0200.No superseded survey control is available for this station.
 GQ0200
 GQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF396927(NAD 83)
 GQ0200_MARKER: I = METAL ROD
 GQ0200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0200_SP_SET: STAINLESS STEEL ROD
 GQ0200_STAMPING: D 499 1982
 GQ0200_MARK LOGO: NGS   
 GQ0200_PROJECTION: FLUSH
 GQ0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0200_ROD/PIPE-DEPTH: 4.8  meters
 GQ0200
 GQ0200  HISTORY     - Date     Condition        Report By
 GQ0200  HISTORY     - 1982     MONUMENTED       NGS
 GQ0200
 GQ0200                          STATION DESCRIPTION
 GQ0200
 GQ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0200'23.0 KM (14.4 MI) NE FROM MESQUITE NV.
 GQ0200'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0200'MESQUITE, THENCE 22.5 KM (14.05 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0200'4.85 KM (3.05 MI) SOUTH OF A HIGH TENSION POWER LINE CROSSING THE
 GQ0200'HIGHWAY, 14.8 METERS (48.5 FT) WEST OF THE HIGHWAY CENTERLINE, 9.7
 GQ0200'METERS (32 FT) SOUTHWEST OF THE NORTHWEST END OF THE SOUTHWEST ONE OF
 GQ0200'THREE 36 INCH CORRUGATED METAL PIPE CULVERTS, 3.3 METERS (11.0 FT)
 GQ0200'SOUTH OF A BRACED 3 INCH ANGLE IRON RIGHT OF WAY FENCE POST, 0.3 METER
 GQ0200'(1.0 FT) EAST OF THE RIGHT OF WAY FENCE.
 GQ0200'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 GQ0200'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0145 ***********************************************************************
 GP0145  DESIGNATION -  D 50
 GP0145  PID         -  GP0145
 GP0145  STATE/COUNTY-  AZ/COCONINO
 GP0145  USGS QUAD   -  TUBA CITY NE (1969)
 GP0145
 GP0145                         *CURRENT SURVEY CONTROL
 GP0145  ___________________________________________________________________
 GP0145* NAD 83(1986)-  36 11 29.     (N)    111 02 26.     (W)     SCALED    
 GP0145* NAVD 88     -      1612.839  (meters)    5291.46   (feet)  ADJUSTED  
 GP0145  ___________________________________________________________________
 GP0145  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0145  DYNAMIC HT  -        1610.808 (meters)    5284.79  (feet)  COMP
 GP0145  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 GP0145
 GP0145  VERT ORDER  -  FIRST     CLASS II
 GP0145
 GP0145.The horizontal coordinates were scaled from a topographic map and have
 GP0145.an estimated accuracy of +/- 6 seconds.
 GP0145
 GP0145.The orthometric height was determined by differential leveling
 GP0145.and adjusted in June 1991.
 GP0145
 GP0145.The geoid height was determined by GEOID03.
 GP0145
 GP0145.The dynamic height is computed by dividing the NAVD 88
 GP0145.geopotential number by the normal gravity value computed on the
 GP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0145.degrees latitude (g = 980.6199 gals.).
 GP0145
 GP0145.The modeled gravity was interpolated from observed gravity values.
 GP0145
 GP0145;                    North         East    Units  Estimated Accuracy
 GP0145;SPC AZ C     -   576,100.      292,160.      MT  (+/- 180 meters Scaled)
 GP0145
 GP0145                          SUPERSEDED SURVEY CONTROL
 GP0145
 GP0145  NGVD 29 (??/??/92) 1611.902  (m)         5288.38   (f) ADJ UNCH    1 2
 GP0145
 GP0145.Superseded values are not recommended for survey control.
 GP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0145.See file dsdata.txt to determine how the superseded data were derived.
 GP0145
 GP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF963051(NAD 83)
 GP0145_MARKER: DB = BENCH MARK DISK
 GP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0145_STAMPING: D 50 1934
 GP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0145+STABILITY: SURFACE MOTION
 GP0145
 GP0145  HISTORY     - Date     Condition        Report By
 GP0145  HISTORY     - 1934     MONUMENTED       CGS
 GP0145  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0145
 GP0145                          STATION DESCRIPTION
 GP0145
 GP0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0145'11.7 MI SW FROM TONALEA.
 GP0145'11.7 MILES SOUTHWEST ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM
 GP0145'TONALEA, COCONINO COUNTY, 12.7 MILES NORTHEAST OF TUBA CITY, 5-1/2
 GP0145'POLES SOUTHWEST OF AN ANGLE IN A ROW OF POLES, 47 FEET NORTHWEST OF
 GP0145'THE CENTERLINE OF THE ROAD, AND IN LINE WITH THE ROW OF POLES.  A
 GP0145'STANDARD DISK, STAMPED D 50 1934 AND SET IN THE TOP OF A CONCRETE
 GP0145'POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY 164 AND STATE
 GP0145'HIGHWAY 264.  9.4 MILES NORTHEAST OF ALONG U.S. HIGHWAY 164.  THENCE
 GP0145'2.1 MILES NORTHEAST ALONG TELEPHONE LINE ROAD.  PROJECTING 0.5 FEET.
 GP0145
 GP0145                          STATION RECOVERY (1983)
 GP0145
 GP0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0637 ***********************************************************************
 ES0637  DESIGNATION -  D 500
 ES0637  PID         -  ES0637
 ES0637  STATE/COUNTY-  AZ/NAVAJO
 ES0637  USGS QUAD   -  HOLBROOK (1986)
 ES0637
 ES0637                         *CURRENT SURVEY CONTROL
 ES0637  ___________________________________________________________________
 ES0637* NAD 83(1986)-  34 56 22.     (N)    110 07 43.     (W)     SCALED    
 ES0637* NAVD 88     -      1609.363  (meters)    5280.05   (feet)  ADJUSTED  
 ES0637  ___________________________________________________________________
 ES0637  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0637  DYNAMIC HT  -        1607.147 (meters)    5272.78  (feet)  COMP
 ES0637  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 ES0637
 ES0637  VERT ORDER  -  FIRST     CLASS II
 ES0637
 ES0637.The horizontal coordinates were scaled from a topographic map and have
 ES0637.an estimated accuracy of +/- 6 seconds.
 ES0637
 ES0637.The orthometric height was determined by differential leveling
 ES0637.and adjusted in June 1991.
 ES0637
 ES0637.The geoid height was determined by GEOID03.
 ES0637
 ES0637.The dynamic height is computed by dividing the NAVD 88
 ES0637.geopotential number by the normal gravity value computed on the
 ES0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0637.degrees latitude (g = 980.6199 gals.).
 ES0637
 ES0637.The modeled gravity was interpolated from observed gravity values.
 ES0637
 ES0637;                    North         East    Units  Estimated Accuracy
 ES0637;SPC AZ E     -   436,860.      216,840.      MT  (+/- 180 meters Scaled)
 ES0637
 ES0637                          SUPERSEDED SURVEY CONTROL
 ES0637
 ES0637.No superseded survey control is available for this station.
 ES0637
 ES0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD795666(NAD 83)
 ES0637_MARKER: DB = BENCH MARK DISK
 ES0637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0637_SP_SET: ABUTMENT
 ES0637_STAMPING: D 500 1983
 ES0637_MARK LOGO: NGS   
 ES0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0637+STABILITY: POSITION/ELEVATION WELL
 ES0637
 ES0637  HISTORY     - Date     Condition        Report By
 ES0637  HISTORY     - 1983     MONUMENTED       NGS
 ES0637
 ES0637                          STATION DESCRIPTION
 ES0637
 ES0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0637'4.1 KM (2.55 MI) NE FROM HOLBROOK.
 ES0637'4.1 KM (2.55 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 ES0637'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, IN TOP OF AND 0.2 METER
 ES0637'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 ES0637'ABUTMENT OF THE SOUTHWEST BOUND OVERPASS OF THE NORTHEAST BOUND LANES
 ES0637'OF BUSINESS INTERSTATE HIGHWAY 40, 5.0 METERS (16.4 FT) SOUTHEAST OF
 ES0637'THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 4.2
 ES0637'METERS (13.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE.
 ES0637'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0797 ***********************************************************************
 ES0797  DESIGNATION -  D 501
 ES0797  PID         -  ES0797
 ES0797  STATE/COUNTY-  AZ/NAVAJO
 ES0797  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0797
 ES0797                         *CURRENT SURVEY CONTROL
 ES0797  ___________________________________________________________________
 ES0797* NAD 83(1986)-  34 41 50.     (N)    110 06 27.     (W)     SCALED    
 ES0797* NAVD 88     -      1681.513  (meters)    5516.76   (feet)  ADJUSTED  
 ES0797  ___________________________________________________________________
 ES0797  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0797  DYNAMIC HT  -        1679.149 (meters)    5509.01  (feet)  COMP
 ES0797  MODELED GRAV-     979,170.0   (mgal)                       NAVD 88
 ES0797
 ES0797  VERT ORDER  -  FIRST     CLASS II
 ES0797
 ES0797.The horizontal coordinates were scaled from a topographic map and have
 ES0797.an estimated accuracy of +/- 6 seconds.
 ES0797
 ES0797.The orthometric height was determined by differential leveling
 ES0797.and adjusted in June 1991.
 ES0797
 ES0797.The geoid height was determined by GEOID03.
 ES0797
 ES0797.The dynamic height is computed by dividing the NAVD 88
 ES0797.geopotential number by the normal gravity value computed on the
 ES0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0797.degrees latitude (g = 980.6199 gals.).
 ES0797
 ES0797.The modeled gravity was interpolated from observed gravity values.
 ES0797
 ES0797;                    North         East    Units  Estimated Accuracy
 ES0797;SPC AZ E     -   409,990.      218,780.      MT  (+/- 180 meters Scaled)
 ES0797
 ES0797                          SUPERSEDED SURVEY CONTROL
 ES0797
 ES0797.No superseded survey control is available for this station.
 ES0797
 ES0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD817398(NAD 83)
 ES0797_MARKER: I = METAL ROD
 ES0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0797_SP_SET: STAINLESS STEEL ROD
 ES0797_STAMPING: D 501 1983
 ES0797_MARK LOGO: NGS   
 ES0797_PROJECTION: FLUSH
 ES0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0797+STABILITY: POSITION/ELEVATION WELL
 ES0797_ROD/PIPE-DEPTH: 4.6  meters
 ES0797
 ES0797  HISTORY     - Date     Condition        Report By
 ES0797  HISTORY     - 1983     MONUMENTED       NGS
 ES0797
 ES0797                          STATION DESCRIPTION
 ES0797
 ES0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0797'23.7 KM (14.7 MI) SOUTH FROM HOLBROOK.
 ES0797'23.7 KM (14.7 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0797'WITH HOPI DRIVE IN HOLBROOK, 40.0 METERS (131.2 FT) SOUTHEAST OF
 ES0797'MILEPOST 374, 29.9 METERS (98.1 FT) EAST OF THE CENTERLINE OF THE
 ES0797'HIGHWAY AND 4.2 METERS (13.8 FT) NORTH OF THE CENTER OF A FIELD
 ES0797'ENTRANCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ES0797'CAP.
 ES0797'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ES0797'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0822 ***********************************************************************
 ES0822  DESIGNATION -  D 502
 ES0822  PID         -  ES0822
 ES0822  STATE/COUNTY-  AZ/NAVAJO
 ES0822  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0822
 ES0822                         *CURRENT SURVEY CONTROL
 ES0822  ___________________________________________________________________
 ES0822* NAD 83(1986)-  34 21 08.     (N)    110 03 11.     (W)     SCALED    
 ES0822* NAVD 88     -      1864.501  (meters)    6117.12   (feet)  ADJUSTED  
 ES0822  ___________________________________________________________________
 ES0822  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES0822  DYNAMIC HT  -        1861.759 (meters)    6108.12  (feet)  COMP
 ES0822  MODELED GRAV-     979,098.9   (mgal)                       NAVD 88
 ES0822
 ES0822  VERT ORDER  -  FIRST     CLASS II
 ES0822
 ES0822.The horizontal coordinates were scaled from a topographic map and have
 ES0822.an estimated accuracy of +/- 6 seconds.
 ES0822
 ES0822.The orthometric height was determined by differential leveling
 ES0822.and adjusted in June 1991.
 ES0822
 ES0822.The geoid height was determined by GEOID03.
 ES0822
 ES0822.The dynamic height is computed by dividing the NAVD 88
 ES0822.geopotential number by the normal gravity value computed on the
 ES0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0822.degrees latitude (g = 980.6199 gals.).
 ES0822
 ES0822.The modeled gravity was interpolated from observed gravity values.
 ES0822
 ES0822;                    North         East    Units  Estimated Accuracy
 ES0822;SPC AZ E     -   371,730.      223,810.      MT  (+/- 180 meters Scaled)
 ES0822
 ES0822                          SUPERSEDED SURVEY CONTROL
 ES0822
 ES0822.No superseded survey control is available for this station.
 ES0822
 ES0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD870016(NAD 83)
 ES0822_MARKER: DB = BENCH MARK DISK
 ES0822_SETTING: 66 = SET IN ROCK OUTCROP
 ES0822_SP_SET: ROCK OUTCROP
 ES0822_STAMPING: D 502 1983
 ES0822_MARK LOGO: NGS   
 ES0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0822
 ES0822  HISTORY     - Date     Condition        Report By
 ES0822  HISTORY     - 1983     MONUMENTED       NGS
 ES0822
 ES0822                          STATION DESCRIPTION
 ES0822
 ES0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0822'12.0 KM (7.45 MI) NORTH FROM SHOW LOW.
 ES0822'12.0 KM (7.45 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0822'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 ES0822'349, IN THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 ES0822'28.5 METERS (93.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5
 ES0822'METERS (4.9 FT) WEST OF A FENCE.
 ES0822'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 ES0822'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0384 ***********************************************************************
 FP0384  DESIGNATION -  D 503
 FP0384  PID         -  FP0384
 FP0384  STATE/COUNTY-  AZ/APACHE
 FP0384  USGS QUAD   -  HOUCK (1971)
 FP0384
 FP0384                         *CURRENT SURVEY CONTROL
 FP0384  ___________________________________________________________________
 FP0384* NAD 83(1986)-  35 18 01.     (N)    109 07 55.     (W)     SCALED    
 FP0384* NAVD 88     -      1874.208  (meters)    6148.96   (feet)  ADJUSTED  
 FP0384  ___________________________________________________________________
 FP0384  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 FP0384  DYNAMIC HT  -        1871.566 (meters)    6140.30  (feet)  COMP
 FP0384  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 FP0384
 FP0384  VERT ORDER  -  FIRST     CLASS II
 FP0384
 FP0384.The horizontal coordinates were scaled from a topographic map and have
 FP0384.an estimated accuracy of +/- 6 seconds.
 FP0384
 FP0384.The orthometric height was determined by differential leveling
 FP0384.and adjusted in June 1991.
 FP0384
 FP0384.The geoid height was determined by GEOID03.
 FP0384
 FP0384.The dynamic height is computed by dividing the NAVD 88
 FP0384.geopotential number by the normal gravity value computed on the
 FP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0384.degrees latitude (g = 980.6199 gals.).
 FP0384
 FP0384.The modeled gravity was interpolated from observed gravity values.
 FP0384
 FP0384;                    North         East    Units  Estimated Accuracy
 FP0384;SPC AZ E     -   477,380.      307,460.      MT  (+/- 180 meters Scaled)
 FP0384
 FP0384                          SUPERSEDED SURVEY CONTROL
 FP0384
 FP0384.No superseded survey control is available for this station.
 FP0384
 FP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE698079(NAD 83)
 FP0384_MARKER: DB = BENCH MARK DISK
 FP0384_SETTING: 66 = SET IN ROCK OUTCROP
 FP0384_SP_SET: ROCK OUTCROP
 FP0384_STAMPING: D 503 1983
 FP0384_MARK LOGO: NGS   
 FP0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0384+STABILITY: POSITION/ELEVATION WELL
 FP0384
 FP0384  HISTORY     - Date     Condition        Report By
 FP0384  HISTORY     - 1983     MONUMENTED       NGS
 FP0384
 FP0384                          STATION DESCRIPTION
 FP0384
 FP0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0384'31.4 KM (19.5 MI) NE FROM CHAMBERS.
 FP0384'31.4 KM (19.5 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0384'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0384'THE CENTER OF A 4 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM
 FP0384'(0.1 MI) NORTHEAST OF MILEPOST 353, 40.9 METERS (134.2 FT) NORTHWEST
 FP0384'OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 40.8
 FP0384'METERS (133.9 FT) NORTH OF THE NORTH CORNER OF A LARGE BOX CULVERT.
 FP0384'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FP0384'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0546 ***********************************************************************
 FQ0546  DESIGNATION -  D 504
 FQ0546  PID         -  FQ0546
 FQ0546  STATE/COUNTY-  AZ/COCONINO
 FQ0546  USGS QUAD   -  WINONA (1974)
 FQ0546
 FQ0546                         *CURRENT SURVEY CONTROL
 FQ0546  ___________________________________________________________________
 FQ0546* NAD 83(1986)-  35 12 05.     (N)    111 28 38.     (W)     SCALED    
 FQ0546* NAVD 88     -      1979.704  (meters)    6495.08   (feet)  ADJUSTED  
 FQ0546  ___________________________________________________________________
 FQ0546  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FQ0546  DYNAMIC HT  -        1976.895 (meters)    6485.86  (feet)  COMP
 FQ0546  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 FQ0546
 FQ0546  VERT ORDER  -  FIRST     CLASS II
 FQ0546
 FQ0546.The horizontal coordinates were scaled from a topographic map and have
 FQ0546.an estimated accuracy of +/- 6 seconds.
 FQ0546
 FQ0546.The orthometric height was determined by differential leveling
 FQ0546.and adjusted in June 1991.
 FQ0546
 FQ0546.The geoid height was determined by GEOID03.
 FQ0546
 FQ0546.The dynamic height is computed by dividing the NAVD 88
 FQ0546.geopotential number by the normal gravity value computed on the
 FQ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0546.degrees latitude (g = 980.6199 gals.).
 FQ0546
 FQ0546.The modeled gravity was interpolated from observed gravity values.
 FQ0546
 FQ0546;                    North         East    Units  Estimated Accuracy
 FQ0546;SPC AZ C     -   466,000.      253,370.      MT  (+/- 180 meters Scaled)
 FQ0546
 FQ0546                          SUPERSEDED SURVEY CONTROL
 FQ0546
 FQ0546.No superseded survey control is available for this station.
 FQ0546
 FQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD565954(NAD 83)
 FQ0546_MARKER: DB = BENCH MARK DISK
 FQ0546_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0546_SP_SET: ROCK OUTCROP
 FQ0546_STAMPING: D 504 1983
 FQ0546_MARK LOGO: NGS   
 FQ0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0546+STABILITY: POSITION/ELEVATION WELL
 FQ0546
 FQ0546  HISTORY     - Date     Condition        Report By
 FQ0546  HISTORY     - 1983     MONUMENTED       NGS
 FQ0546
 FQ0546                          STATION DESCRIPTION
 FQ0546
 FQ0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0546'17.4 KM (10.8 MI) EAST FROM FLAGSTAFF.
 FQ0546'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0546'RAILROAD STATION IN FLAGSTAFF, THENCE 3.8 KM (2.35 MI) EASTERLY ALONG
 FQ0546'INTERSTATE HIGHWAY 40, IN THE SOUTHWEST END OF A 3 BY 4 FT EXPOSED
 FQ0546'AREA OF OUTCROPPING BEDROCK NEAR THE CENTER OF A HIGHWAY CUT, 35.4
 FQ0546'METERS (116.1 FT) WEST OF THE CENTER OF A HIGHWAY OVERPASS AND 13.3
 FQ0546'METERS (43.6 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0546'THE HIGHWAY.
 FQ0546'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 FQ0546'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0481 ***********************************************************************
 GP0481  DESIGNATION -  D 505
 GP0481  PID         -  GP0481
 GP0481  STATE/COUNTY-  AZ/COCONINO
 GP0481  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0481
 GP0481                         *CURRENT SURVEY CONTROL
 GP0481  ___________________________________________________________________
 GP0481* NAD 83(1986)-  36 09 57.     (N)    111 23 25.     (W)     SCALED    
 GP0481* NAVD 88     -      1442.356  (meters)    4732.13   (feet)  ADJUSTED  
 GP0481  ___________________________________________________________________
 GP0481  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0481  DYNAMIC HT  -        1440.586 (meters)    4726.32  (feet)  COMP
 GP0481  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 GP0481
 GP0481  VERT ORDER  -  FIRST     CLASS II
 GP0481
 GP0481.The horizontal coordinates were scaled from a topographic map and have
 GP0481.an estimated accuracy of +/- 6 seconds.
 GP0481
 GP0481.The orthometric height was determined by differential leveling
 GP0481.and adjusted in June 1991.
 GP0481
 GP0481.The geoid height was determined by GEOID03.
 GP0481
 GP0481.The dynamic height is computed by dividing the NAVD 88
 GP0481.geopotential number by the normal gravity value computed on the
 GP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0481.degrees latitude (g = 980.6199 gals.).
 GP0481
 GP0481.The modeled gravity was interpolated from observed gravity values.
 GP0481
 GP0481;                    North         East    Units  Estimated Accuracy
 GP0481;SPC AZ C     -   573,040.      260,720.      MT  (+/- 180 meters Scaled)
 GP0481
 GP0481                          SUPERSEDED SURVEY CONTROL
 GP0481
 GP0481.No superseded survey control is available for this station.
 GP0481
 GP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF648024(NAD 83)
 GP0481_MARKER: I = METAL ROD
 GP0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0481_SP_SET: STAINLESS STEEL ROD
 GP0481_STAMPING: D 505 1983
 GP0481_MARK LOGO: NGS   
 GP0481_PROJECTION: FLUSH
 GP0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0481_ROD/PIPE-DEPTH: 9.8  meters
 GP0481
 GP0481  HISTORY     - Date     Condition        Report By
 GP0481  HISTORY     - 1983     MONUMENTED       NGS
 GP0481
 GP0481                          STATION DESCRIPTION
 GP0481
 GP0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0481'20.1 KM (12.5 MI) SW FROM TUBA CITY.
 GP0481'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM THE
 GP0481'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 11.5 KM (7.15 MI)
 GP0481'NORTHWESTERLY ALONG COUNTY ROAD 23, 0.9 KM (0.55 MI) EAST OF THE
 GP0481'JUNCTION OF U.S. HIGHWAY 89, 30.8 METERS (101.0 FT) SOUTHWEST OF A 1-
 GP0481'BY 10-FOOT UPRIGHT WATER PIPE, 12.0 METERS (39.4 FT) EAST OF THE
 GP0481'CENTER OF A DIRT ROAD LEADING NORTHEAST, AND 11.0 METERS (36.1 FT)
 GP0481'NORTH OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0481'THROUGH A 5-INCH LOGO CAP.
 GP0481'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0481'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0458 ***********************************************************************
 GP0458  DESIGNATION -  D 506
 GP0458  PID         -  GP0458
 GP0458  STATE/COUNTY-  AZ/COCONINO
 GP0458  USGS QUAD   -  TUBA CITY NE (1969)
 GP0458
 GP0458                         *CURRENT SURVEY CONTROL
 GP0458  ___________________________________________________________________
 GP0458* NAD 83(2007)-  36 11 47.12639(N)    111 03 42.73587(W)     ADJUSTED  
 GP0458* NAVD 88     -      1604.782  (meters)    5265.02   (feet)  ADJUSTED  
 GP0458  ___________________________________________________________________
 GP0458  EPOCH DATE  -        2007.00
 GP0458  X           -  -1,852,379.257 (meters)                     COMP
 GP0458  Y           -  -4,810,081.325 (meters)                     COMP
 GP0458  Z           -   3,746,736.679 (meters)                     COMP
 GP0458  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 GP0458  ELLIP HEIGHT-        1581.858 (meters)          (02/10/07) ADJUSTED
 GP0458  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 GP0458  DYNAMIC HT  -        1602.762 (meters)    5258.40  (feet)  COMP
 GP0458
 GP0458  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0458  Type    PID    Designation                      North   East  Ellip
 GP0458  -------------------------------------------------------------------
 GP0458  NETWORK GP0458 D 506                             4.59   6.35  13.66
 GP0458  -------------------------------------------------------------------
 GP0458  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 GP0458
 GP0458  VERT ORDER  -  FIRST     CLASS II
 GP0458
 GP0458.The horizontal coordinates were established by GPS observations
 GP0458.and adjusted by the National Geodetic Survey in February 2007.
 GP0458
 GP0458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0458.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0458.The horizontal coordinates are valid at the epoch date displayed above.
 GP0458.The epoch date for horizontal control is a decimal equivalence
 GP0458.of Year/Month/Day.
 GP0458
 GP0458.The orthometric height was determined by differential leveling
 GP0458.and adjusted in June 1991.
 GP0458
 GP0458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0458
 GP0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0458
 GP0458.The ellipsoidal height was determined by GPS observations
 GP0458.and is referenced to NAD 83.
 GP0458
 GP0458.The geoid height was determined by GEOID03.
 GP0458
 GP0458.The dynamic height is computed by dividing the NAVD 88
 GP0458.geopotential number by the normal gravity value computed on the
 GP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0458.degrees latitude (g = 980.6199 gals.).
 GP0458
 GP0458.The modeled gravity was interpolated from observed gravity values.
 GP0458
 GP0458;                    North         East     Units Scale Factor Converg.
 GP0458;SPC AZ C     -   576,644.739   290,233.128   MT  0.99997279   +0 30 17.4
 GP0458;SPC AZ C     - 1,891,879.06    952,208.43   iFT  0.99997279   +0 30 17.4
 GP0458;UTM  12      - 4,005,736.877   494,437.568   MT  0.99960038   -0 02 11.5
 GP0458
 GP0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0458!SPC AZ C     -   0.99975180  x   0.99997279  =   0.99972459
 GP0458!UTM  12      -   0.99975180  x   0.99960038  =   0.99935227
 GP0458
 GP0458                          SUPERSEDED SURVEY CONTROL
 GP0458
 GP0458  NAD 83(1992)-  36 11 47.12617(N)    111 03 42.73542(W) AD(       ) 1
 GP0458  ELLIP H (03/15/96) 1581.894  (m)                       GP(       ) 4 1
 GP0458  NAVD 88 (03/15/96) 1604.78   (m)         5265.0    (f) LEVELING    3  
 GP0458
 GP0458.Superseded values are not recommended for survey control.
 GP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0458.See file dsdata.txt to determine how the superseded data were derived.
 GP0458
 GP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9443805737(NAD 83)
 GP0458_MARKER: I = METAL ROD
 GP0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0458_SP_SET: STAINLESS STEEL ROD
 GP0458_STAMPING: D 506 1983
 GP0458_MARK LOGO: NGS   
 GP0458_PROJECTION: FLUSH
 GP0458_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0458+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1995
 GP0458_ROD/PIPE-DEPTH: 4.6  meters
 GP0458
 GP0458  HISTORY     - Date     Condition        Report By
 GP0458  HISTORY     - 1983     MONUMENTED       NGS
 GP0458  HISTORY     - 19950923 GOOD             NGS
 GP0458
 GP0458                          STATION DESCRIPTION
 GP0458
 GP0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0458'17.7 KM (11.0 MI) NE FROM TUBA CITY.
 GP0458'17.7 KM (11.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0458'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.4 KM (0.25 MI)
 GP0458'SOUTHWEST OF MILEPOST 333, AND 30.8 METERS (101.0 FT) SOUTHEAST OF THE
 GP0458'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 GP0458'A 5-INCH LOGO CAP.
 GP0458'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0458
 GP0458                          STATION RECOVERY (1995)
 GP0458
 GP0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 GP0458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0391 ***********************************************************************
 GP0391  DESIGNATION -  D 507
 GP0391  PID         -  GP0391
 GP0391  STATE/COUNTY-  AZ/NAVAJO
 GP0391  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0391
 GP0391                         *CURRENT SURVEY CONTROL
 GP0391  ___________________________________________________________________
 GP0391* NAD 83(1986)-  36 54 22.     (N)    110 14 11.     (W)     SCALED    
 GP0391* NAVD 88     -      1611.524  (meters)    5287.14   (feet)  ADJUSTED  
 GP0391  ___________________________________________________________________
 GP0391  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GP0391  DYNAMIC HT  -        1609.651 (meters)    5281.00  (feet)  COMP
 GP0391  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 GP0391
 GP0391  VERT ORDER  -  FIRST     CLASS II
 GP0391
 GP0391.The horizontal coordinates were scaled from a topographic map and have
 GP0391.an estimated accuracy of +/- 6 seconds.
 GP0391
 GP0391.The orthometric height was determined by differential leveling
 GP0391.and adjusted in June 1991.
 GP0391
 GP0391.The geoid height was determined by GEOID03.
 GP0391
 GP0391.The dynamic height is computed by dividing the NAVD 88
 GP0391.geopotential number by the normal gravity value computed on the
 GP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0391.degrees latitude (g = 980.6199 gals.).
 GP0391
 GP0391.The modeled gravity was interpolated from observed gravity values.
 GP0391
 GP0391;                    North         East    Units  Estimated Accuracy
 GP0391;SPC AZ E     -   655,050.      207,150.      MT  (+/- 180 meters Scaled)
 GP0391
 GP0391                          SUPERSEDED SURVEY CONTROL
 GP0391
 GP0391.No superseded survey control is available for this station.
 GP0391
 GP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF680847(NAD 83)
 GP0391_MARKER: I = METAL ROD
 GP0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0391_SP_SET: STAINLESS STEEL ROD
 GP0391_STAMPING: D 507 1983
 GP0391_MARK LOGO: NGS   
 GP0391_PROJECTION: FLUSH
 GP0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0391_ROD/PIPE-DEPTH: 9.1  meters
 GP0391
 GP0391  HISTORY     - Date     Condition        Report By
 GP0391  HISTORY     - 1983     MONUMENTED       NGS
 GP0391  HISTORY     - 19851216 POOR             USGS
 GP0391
 GP0391                          STATION DESCRIPTION
 GP0391
 GP0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0391'25.7 KM (15.95 MI) NORT FROM KAYENTA.
 GP0391'25.7 KM (15.95 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0391'WITH U.S. HIGHWAY 160 IN KAYENTA, 0.8 KM (0.5 MI) NORTH OF MILEPOST
 GP0391'410, 21.6 METERS (70.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0391'6.5 METERS (21.3 FT) SOUTH OF THE CENTER OF COUNTY ROAD 640 AT A
 GP0391'CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GP0391'CAP.
 GP0391'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GP0391'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 GP0391
 GP0391                          STATION RECOVERY (1985)
 GP0391
 GP0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0391'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0375 ***********************************************************************
 GP0375  DESIGNATION -  D 508
 GP0375  PID         -  GP0375
 GP0375  STATE/COUNTY-  AZ/COCONINO
 GP0375  USGS QUAD   -  THE GAP (1981)
 GP0375
 GP0375                         *CURRENT SURVEY CONTROL
 GP0375  ___________________________________________________________________
 GP0375* NAD 83(1986)-  36 20 15.     (N)    111 29 30.     (W)     SCALED    
 GP0375* NAVD 88     -      1679.099  (meters)    5508.84   (feet)  ADJUSTED  
 GP0375  ___________________________________________________________________
 GP0375  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GP0375  DYNAMIC HT  -        1676.984 (meters)    5501.90  (feet)  COMP
 GP0375  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 GP0375
 GP0375  VERT ORDER  -  FIRST     CLASS II
 GP0375
 GP0375.The horizontal coordinates were scaled from a topographic map and have
 GP0375.an estimated accuracy of +/- 6 seconds.
 GP0375
 GP0375.The orthometric height was determined by differential leveling
 GP0375.and adjusted in June 1991.
 GP0375
 GP0375.The geoid height was determined by GEOID03.
 GP0375
 GP0375.The dynamic height is computed by dividing the NAVD 88
 GP0375.geopotential number by the normal gravity value computed on the
 GP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0375.degrees latitude (g = 980.6199 gals.).
 GP0375
 GP0375.The modeled gravity was interpolated from observed gravity values.
 GP0375
 GP0375;                    North         East    Units  Estimated Accuracy
 GP0375;SPC AZ C     -   592,040.      251,510.      MT  (+/- 180 meters Scaled)
 GP0375
 GP0375                          SUPERSEDED SURVEY CONTROL
 GP0375
 GP0375.No superseded survey control is available for this station.
 GP0375
 GP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF558214(NAD 83)
 GP0375_MARKER: DB = BENCH MARK DISK
 GP0375_SETTING: 66 = SET IN ROCK OUTCROP
 GP0375_SP_SET: ROCK OUTCROP
 GP0375_STAMPING: D 508 1983
 GP0375_MARK LOGO: NGS   
 GP0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0375+STABILITY: POSITION/ELEVATION WELL
 GP0375
 GP0375  HISTORY     - Date     Condition        Report By
 GP0375  HISTORY     - 1983     MONUMENTED       NGS
 GP0375  HISTORY     - 19931201 GOOD             USPSQD
 GP0375
 GP0375                          STATION DESCRIPTION
 GP0375
 GP0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0375'4.8 KM (3.0 MI) NW FROM THE GAP.
 GP0375'4.8 KM (3.0 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0375'THE GAP, IN TOP OF AND 18.1 METERS (59.5 FT) NORTHWEST OF THE
 GP0375'SOUTHEAST END OF A MULTI-COLORED SANDSTONE OUTCROP RIDGE, 0.08 KM
 GP0375'(0.05 MI) NORTHWEST OF THE CROSSING OF BILLY GOAT WASH, 28.0 METERS
 GP0375'(92 FT) NORTHEAST OF MILEPOST 501, 35.9 METERS (118 FT) NORTHEAST OF
 GP0375'THE HIGHWAY CENTERLINE, 29.2 METERS (96 FT) NORTHWEST OF THE CENTER OF
 GP0375'A DIRT ROAD, 0.9 METER (3 FT) NORTHEAST OF THE TOP SOUTHWEST EDGE OF
 GP0375'THE RIDGE.
 GP0375'THE MARK IS 1.3 METERS  NE FROM A WITNESS POST.
 GP0375'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 GP0375
 GP0375                          STATION RECOVERY (1993)
 GP0375
 GP0375'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0259 ***********************************************************************
 GP0259  DESIGNATION -  D 51
 GP0259  PID         -  GP0259
 GP0259  STATE/COUNTY-  AZ/COCONINO
 GP0259  USGS QUAD   -  EMMETT WASH (1985)
 GP0259
 GP0259                         *CURRENT SURVEY CONTROL
 GP0259  ___________________________________________________________________
 GP0259* NAD 83(1986)-  36 42 30.     (N)    111 46 55.     (W)     SCALED    
 GP0259* NAVD 88     -      1334.339  (meters)    4377.74   (feet)  POSTED    
 GP0259  ___________________________________________________________________
 GP0259  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0259  DYNAMIC HT  -        1332.780 (meters)    4372.63  (feet)  COMP
 GP0259  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 GP0259
 GP0259  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0259
 GP0259.The horizontal coordinates were scaled from a topographic map and have
 GP0259.an estimated accuracy of +/- 6 seconds.
 GP0259
 GP0259.The orthometric height was determined by differential leveling
 GP0259.and adjusted by the  in 1992.
 GP0259.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0259.rate of 0.0 thru 1.0 mm/km.
 GP0259
 GP0259.The geoid height was determined by GEOID03.
 GP0259
 GP0259.The dynamic height is computed by dividing the NAVD 88
 GP0259.geopotential number by the normal gravity value computed on the
 GP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0259.degrees latitude (g = 980.6199 gals.).
 GP0259
 GP0259.The modeled gravity was interpolated from observed gravity values.
 GP0259
 GP0259;                    North         East    Units  Estimated Accuracy
 GP0259;SPC AZ C     -   633,110.      225,400.      MT  (+/- 180 meters Scaled)
 GP0259
 GP0259                          SUPERSEDED SURVEY CONTROL
 GP0259
 GP0259  NGVD 29 (??/??/92) 1333.416  (m)         4374.72   (f) ADJ UNCH    1 2
 GP0259
 GP0259.Superseded values are not recommended for survey control.
 GP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0259.See file dsdata.txt to determine how the superseded data were derived.
 GP0259
 GP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF301628(NAD 83)
 GP0259_MARKER: DB = BENCH MARK DISK
 GP0259_SETTING: 80 = SET IN A BOULDER
 GP0259_SP_SET: BOULDER
 GP0259_STAMPING: D 51 1934
 GP0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0259+STABILITY: SURFACE MOTION
 GP0259
 GP0259  HISTORY     - Date     Condition        Report By
 GP0259  HISTORY     - 1934     MONUMENTED       CGS
 GP0259
 GP0259                          STATION DESCRIPTION
 GP0259
 GP0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0259'11.6 MI SW FROM MARBLE CANYON.
 GP0259'11.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0259'MARBLE CANYON, COCONINO COUNTY, 150 YARDS WEST OF THE WEST END OF A
 GP0259'GUARDRAIL, 65 YARDS SOUTHWEST OF A CULVERT AT STATION 636+38, AT AN
 GP0259'OLD ROAD CROSSING, 7 YARDS EAST OF A WASH, 55 FEET SOUTH OF THE
 GP0259'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND
 GP0259'ABOUT 8 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0507 ***********************************************************************
 FQ0507  DESIGNATION -  D 510
 FQ0507  PID         -  FQ0507
 FQ0507  STATE/COUNTY-  AZ/COCONINO
 FQ0507  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0507
 FQ0507                         *CURRENT SURVEY CONTROL
 FQ0507  ___________________________________________________________________
 FQ0507* NAD 83(2007)-  35 50 53.08078(N)    111 25 52.62832(W)     ADJUSTED  
 FQ0507* NAVD 88     -      1357.090  (meters)    4452.39   (feet)  ADJUSTED  
 FQ0507  ___________________________________________________________________
 FQ0507  EPOCH DATE  -        2007.00
 FQ0507  X           -  -1,891,587.617 (meters)                     COMP
 FQ0507  Y           -  -4,819,015.372 (meters)                     COMP
 FQ0507  Z           -   3,715,321.729 (meters)                     COMP
 FQ0507  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 FQ0507  ELLIP HEIGHT-        1333.063 (meters)          (02/10/07) ADJUSTED
 FQ0507  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FQ0507  DYNAMIC HT  -        1355.390 (meters)    4446.81  (feet)  COMP
 FQ0507
 FQ0507  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0507  Type    PID    Designation                      North   East  Ellip
 FQ0507  -------------------------------------------------------------------
 FQ0507  NETWORK FQ0507 D 510                             0.59   0.49   1.23
 FQ0507  -------------------------------------------------------------------
 FQ0507  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 FQ0507
 FQ0507  VERT ORDER  -  FIRST     CLASS II
 FQ0507
 FQ0507.The horizontal coordinates were established by GPS observations
 FQ0507.and adjusted by the National Geodetic Survey in February 2007.
 FQ0507
 FQ0507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0507.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0507.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0507.The epoch date for horizontal control is a decimal equivalence
 FQ0507.of Year/Month/Day.
 FQ0507
 FQ0507.The orthometric height was determined by differential leveling
 FQ0507.and adjusted in June 1991.
 FQ0507
 FQ0507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0507
 FQ0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0507
 FQ0507.The ellipsoidal height was determined by GPS observations
 FQ0507.and is referenced to NAD 83.
 FQ0507
 FQ0507.The geoid height was determined by GEOID03.
 FQ0507
 FQ0507.The dynamic height is computed by dividing the NAVD 88
 FQ0507.geopotential number by the normal gravity value computed on the
 FQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0507.degrees latitude (g = 980.6199 gals.).
 FQ0507
 FQ0507.The modeled gravity was interpolated from observed gravity values.
 FQ0507
 FQ0507;                    North         East     Units Scale Factor Converg.
 FQ0507;SPC AZ C     -   537,766.436   257,203.309   MT  0.99992368   +0 17 03.3
 FQ0507;SPC AZ C     - 1,764,325.58    843,842.88   iFT  0.99992368   +0 17 03.3
 FQ0507;UTM  12      - 3,967,184.138   461,054.717   MT  0.99961869   -0 15 09.3
 FQ0507
 FQ0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0507!SPC AZ C     -   0.99979082  x   0.99992368  =   0.99971451
 FQ0507!UTM  12      -   0.99979082  x   0.99961869  =   0.99940959
 FQ0507
 FQ0507                          SUPERSEDED SURVEY CONTROL
 FQ0507
 FQ0507  NAD 83(1992)-  35 50 53.08066(N)    111 25 52.62790(W) AD(       ) B
 FQ0507  ELLIP H (08/22/05) 1333.066  (m)                       GP(       ) 3 1
 FQ0507  NAVD 88 (08/22/05) 1357.09   (m)         4452.4    (f) LEVELING    3  
 FQ0507
 FQ0507.Superseded values are not recommended for survey control.
 FQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0507.See file dsdata.txt to determine how the superseded data were derived.
 FQ0507
 FQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6105567184(NAD 83)
 FQ0507_MARKER: DB = BENCH MARK DISK
 FQ0507_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0507_SP_SET: ROCK OUTCROP
 FQ0507_STAMPING: D 510 1983
 FQ0507_MARK LOGO: NGS   
 FQ0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0507+STABILITY: POSITION/ELEVATION WELL
 FQ0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0507+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 FQ0507
 FQ0507  HISTORY     - Date     Condition        Report By
 FQ0507  HISTORY     - 1983     MONUMENTED       NGS
 FQ0507  HISTORY     - 20070718 GOOD             INDIV
 FQ0507
 FQ0507                          STATION DESCRIPTION
 FQ0507
 FQ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0507'3.5 KM (2.2 MI) SOUTH FROM CAMERON.
 FQ0507'3.5 KM (2.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0507'CAMERON, IN TOP OF A SANDSTONE OUTCROP IN A LOW CUT, 17.3 METERS (57
 FQ0507'FT) WEST OF THE HIGHWAY CENTERLINE, 54.2 METERS (178 FT) NORTH OF THE
 FQ0507'WEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 17.3 METERS (57
 FQ0507'FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0507'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0507'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 FQ0507
 FQ0507                          STATION RECOVERY (2007)
 FQ0507
 FQ0507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MWD)
 FQ0507'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0499 ***********************************************************************
 FQ0499  DESIGNATION -  D 511
 FQ0499  PID         -  FQ0499
 FQ0499  STATE/COUNTY-  AZ/COCONINO
 FQ0499  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0499
 FQ0499                         *CURRENT SURVEY CONTROL
 FQ0499  ___________________________________________________________________
 FQ0499* NAD 83(1986)-  35 45 26.     (N)    111 28 05.     (W)     SCALED    
 FQ0499* NAVD 88     -      1505.903  (meters)    4940.62   (feet)  ADJUSTED  
 FQ0499  ___________________________________________________________________
 FQ0499  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0499  DYNAMIC HT  -        1503.984 (meters)    4934.32  (feet)  COMP
 FQ0499  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 FQ0499
 FQ0499  VERT ORDER  -  FIRST     CLASS II
 FQ0499
 FQ0499.The horizontal coordinates were scaled from a topographic map and have
 FQ0499.an estimated accuracy of +/- 6 seconds.
 FQ0499
 FQ0499.The orthometric height was determined by differential leveling
 FQ0499.and adjusted in June 1991.
 FQ0499
 FQ0499.The geoid height was determined by GEOID03.
 FQ0499
 FQ0499.The dynamic height is computed by dividing the NAVD 88
 FQ0499.geopotential number by the normal gravity value computed on the
 FQ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0499.degrees latitude (g = 980.6199 gals.).
 FQ0499
 FQ0499.The modeled gravity was interpolated from observed gravity values.
 FQ0499
 FQ0499;                    North         East    Units  Estimated Accuracy
 FQ0499;SPC AZ C     -   527,670.      253,930.      MT  (+/- 180 meters Scaled)
 FQ0499
 FQ0499                          SUPERSEDED SURVEY CONTROL
 FQ0499
 FQ0499.No superseded survey control is available for this station.
 FQ0499
 FQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE576571(NAD 83)
 FQ0499_MARKER: DB = BENCH MARK DISK
 FQ0499_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0499_SP_SET: ROCK OUTCROP
 FQ0499_STAMPING: D 511 1983
 FQ0499_MARK LOGO: NGS   
 FQ0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0499+STABILITY: POSITION/ELEVATION WELL
 FQ0499
 FQ0499  HISTORY     - Date     Condition        Report By
 FQ0499  HISTORY     - 1983     MONUMENTED       NGS
 FQ0499
 FQ0499                          STATION DESCRIPTION
 FQ0499
 FQ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0499'14.2 KM (8.8 MI) SOUTH FROM CAMERON.
 FQ0499'14.2 KM (8.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0499'CAMERON, IN TOP OF A MASSIVE PORTION OF OUTCROP FLUSH WITH THE SURFACE
 FQ0499'OF THE GROUND AND BETWEEN MILEPOST 458 AND THE SOUTH BOUNDARY LINE OF
 FQ0499'THE NAVAJO RESERVATION, 13.7 METERS (45 FT) EAST OF THE HIGHWAY
 FQ0499'CENTERLINE, 36.5 METERS (120 FT) SOUTH OF MILEPOST 458, 18.2 METERS
 FQ0499'(60 FT) WEST OF THE RIGHT OF WAY FENCE, 16.7 METERS (55 FT) NORTH OF A
 FQ0499'MOUNMENT.
 FQ0499'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0433 ***********************************************************************
 GP0433  DESIGNATION -  D 512
 GP0433  PID         -  GP0433
 GP0433  STATE/COUNTY-  AZ/COCONINO
 GP0433  USGS QUAD   -  COW SPRINGS (1970)
 GP0433
 GP0433                         *CURRENT SURVEY CONTROL
 GP0433  ___________________________________________________________________
 GP0433* NAD 83(1986)-  36 26 20.     (N)    110 45 12.     (W)     SCALED    
 GP0433* NAVD 88     -      1853.985  (meters)    6082.62   (feet)  ADJUSTED  
 GP0433  ___________________________________________________________________
 GP0433  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 GP0433  DYNAMIC HT  -        1851.652 (meters)    6074.96  (feet)  COMP
 GP0433  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 GP0433
 GP0433  VERT ORDER  -  FIRST     CLASS II
 GP0433
 GP0433.The horizontal coordinates were scaled from a topographic map and have
 GP0433.an estimated accuracy of +/- 6 seconds.
 GP0433
 GP0433.The orthometric height was determined by differential leveling
 GP0433.and adjusted in June 1991.
 GP0433
 GP0433.The geoid height was determined by GEOID03.
 GP0433
 GP0433.The dynamic height is computed by dividing the NAVD 88
 GP0433.geopotential number by the normal gravity value computed on the
 GP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0433.degrees latitude (g = 980.6199 gals.).
 GP0433
 GP0433.The modeled gravity was interpolated from observed gravity values.
 GP0433
 GP0433;                    North         East    Units  Estimated Accuracy
 GP0433;SPC AZ C     -   603,840.      317,660.      MT  (+/- 180 meters Scaled)
 GP0433
 GP0433                          SUPERSEDED SURVEY CONTROL
 GP0433
 GP0433.No superseded survey control is available for this station.
 GP0433
 GP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF221326(NAD 83)
 GP0433_MARKER: I = METAL ROD
 GP0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0433_SP_SET: STAINLESS STEEL ROD
 GP0433_STAMPING: D 512 1983
 GP0433_MARK LOGO: NGS   
 GP0433_PROJECTION: FLUSH
 GP0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0433_ROD/PIPE-DEPTH: 10.4 meters
 GP0433
 GP0433  HISTORY     - Date     Condition        Report By
 GP0433  HISTORY     - 1983     MONUMENTED       NGS
 GP0433
 GP0433                          STATION DESCRIPTION
 GP0433
 GP0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0433'57.0 KM (35.4 MI) SW FROM KAYENTA.
 GP0433'57.0 KM (35.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0433'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, OR 57.9 KM (35.95 MI)
 GP0433'NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH STATE
 GP0433'HIGHWAY 264 IN TUBA CITY, 6.1 KM (3.8 MI) SOUTHWEST OF THE JUNCTION OF
 GP0433'STATE HIGHWAY 98, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 358,
 GP0433'30.1 METERS (98.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0433'0.5 METER (1.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 GP0433'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0433'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0407 ***********************************************************************
 GP0407  DESIGNATION -  D 513
 GP0407  PID         -  GP0407
 GP0407  STATE/COUNTY-  AZ/NAVAJO
 GP0407  USGS QUAD   -  KAYENTA WEST (1968)
 GP0407
 GP0407                         *CURRENT SURVEY CONTROL
 GP0407  ___________________________________________________________________
 GP0407* NAD 83(1986)-  36 41 44.     (N)    110 21 02.     (W)     SCALED    
 GP0407* NAVD 88     -      1817.074  (meters)    5961.52   (feet)  ADJUSTED  
 GP0407  ___________________________________________________________________
 GP0407  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GP0407  DYNAMIC HT  -        1814.827 (meters)    5954.14  (feet)  COMP
 GP0407  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 GP0407
 GP0407  VERT ORDER  -  FIRST     CLASS II
 GP0407
 GP0407.The horizontal coordinates were scaled from a topographic map and have
 GP0407.an estimated accuracy of +/- 6 seconds.
 GP0407
 GP0407.The orthometric height was determined by differential leveling
 GP0407.and adjusted in June 1991.
 GP0407
 GP0407.The geoid height was determined by GEOID03.
 GP0407
 GP0407.The dynamic height is computed by dividing the NAVD 88
 GP0407.geopotential number by the normal gravity value computed on the
 GP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0407.degrees latitude (g = 980.6199 gals.).
 GP0407
 GP0407.The modeled gravity was interpolated from observed gravity values.
 GP0407
 GP0407;                    North         East    Units  Estimated Accuracy
 GP0407;SPC AZ E     -   631,700.      196,930.      MT  (+/- 180 meters Scaled)
 GP0407
 GP0407                          SUPERSEDED SURVEY CONTROL
 GP0407
 GP0407.No superseded survey control is available for this station.
 GP0407
 GP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF580612(NAD 83)
 GP0407_MARKER: DB = BENCH MARK DISK
 GP0407_SETTING: 66 = SET IN ROCK OUTCROP
 GP0407_SP_SET: ROCK OUTCROP
 GP0407_STAMPING: D 513 1983
 GP0407_MARK LOGO: NGS   
 GP0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0407+STABILITY: POSITION/ELEVATION WELL
 GP0407
 GP0407  HISTORY     - Date     Condition        Report By
 GP0407  HISTORY     - 1983     MONUMENTED       NGS
 GP0407
 GP0407                          STATION DESCRIPTION
 GP0407
 GP0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0407'9.3 KM (5.8 MI) SW FROM KAYENTA.
 GP0407'9.3 KM (5.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0407'WITH U.S. HIGHWAY 163 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHWEST OF
 GP0407'MILEPOST 388, IN THE CENTER OF THE NORTHEAST 1/2 OF A 20- BY 47-FOOT
 GP0407'EXPOSED AREA OF OUTCROPPING BEDROCK, 24.1 METERS (79.1 FT) NORTHEAST
 GP0407'OF THE SOUTHWEST EDGE OF THE OUTCROP, 11.6 METERS (38.1 FT) SOUTHEAST
 GP0407'OF THE CENTERLINE OF THE HIGHWAY, AND 3.3 METERS (10.8 FT) SOUTHEAST
 GP0407'OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0407'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0407'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2496 ***********************************************************************
 CZ2496  DESIGNATION -  D 516
 CZ2496  PID         -  CZ2496
 CZ2496  STATE/COUNTY-  AZ/PINAL
 CZ2496  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2496
 CZ2496                         *CURRENT SURVEY CONTROL
 CZ2496  ___________________________________________________________________
 CZ2496* NAD 83(1986)-  32 38 49.     (N)    111 33 08.     (W)     SCALED    
 CZ2496* NAVD 88     -       499.297  (meters)    1638.11   (feet)  ADJUSTED  
 CZ2496  ___________________________________________________________________
 CZ2496  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2496  DYNAMIC HT  -         498.658 (meters)    1636.01  (feet)  COMP
 CZ2496  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 CZ2496
 CZ2496  VERT ORDER  -  FIRST     CLASS II
 CZ2496
 CZ2496.The horizontal coordinates were scaled from a topographic map and have
 CZ2496.an estimated accuracy of +/- 6 seconds.
 CZ2496
 CZ2496.The orthometric height was determined by differential leveling
 CZ2496.and adjusted in November 1993.
 CZ2496
 CZ2496.The geoid height was determined by GEOID03.
 CZ2496
 CZ2496.The dynamic height is computed by dividing the NAVD 88
 CZ2496.geopotential number by the normal gravity value computed on the
 CZ2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2496.degrees latitude (g = 980.6199 gals.).
 CZ2496
 CZ2496.The modeled gravity was interpolated from observed gravity values.
 CZ2496
 CZ2496;                    North         East    Units  Estimated Accuracy
 CZ2496;SPC AZ C     -   182,660.      247,550.      MT  (+/- 180 meters Scaled)
 CZ2496
 CZ2496                          SUPERSEDED SURVEY CONTROL
 CZ2496
 CZ2496.No superseded survey control is available for this station.
 CZ2496
 CZ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482122(NAD 83)
 CZ2496_MARKER: I = METAL ROD
 CZ2496_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2496_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2496_STAMPING: D 516 1991
 CZ2496_MARK LOGO: NGS   
 CZ2496_PROJECTION: FLUSH
 CZ2496_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2496+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2496_ROD/PIPE-DEPTH: 7.3  meters
 CZ2496_SLEEVE-DEPTH  : 0.9 meters
 CZ2496
 CZ2496  HISTORY     - Date     Condition        Report By
 CZ2496  HISTORY     - 1991     MONUMENTED       NGS
 CZ2496
 CZ2496                          STATION DESCRIPTION
 CZ2496
 CZ2496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2496'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2496'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2496'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 84.0 M
 CZ2496'(275.6 FT) WEST OF THE BOULEVARD CENTERLINE, 12.2 M (40.0 FT) NORTH
 CZ2496'OF AND LEVEL WITH THE CENTER OF PRETZER ROAD, 6.5 M (21.3 FT) WEST OF
 CZ2496'THE SOUTHWEST CORNER OF A CONCRETE BOX AROUND A DITCH DRAIN, 5.1 M
 CZ2496'(16.7 FT) SOUTH OF THE SOUTH BANK OF AN IRRIGATION DITCH, 3.0 M (9.8
 CZ2496'FT) EAST OF THE EXTENDED CENTER OF AN IRRIGATION DITCH LEADING NORTH,
 CZ2496'0.8 M (2.6 FT) SOUTH OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTH OF A
 CZ2496'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CZ2496'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2295 ***********************************************************************
 DU2295  DESIGNATION -  D 517
 DU2295  PID         -  DU2295
 DU2295  STATE/COUNTY-  AZ/PINAL
 DU2295  USGS QUAD   -  SACATON NE (1978)
 DU2295
 DU2295                         *CURRENT SURVEY CONTROL
 DU2295  ___________________________________________________________________
 DU2295* NAD 83(1986)-  33 12 28.     (N)    111 34 22.     (W)     SCALED    
 DU2295* NAVD 88     -       448.605  (meters)    1471.80   (feet)  ADJUSTED  
 DU2295  ___________________________________________________________________
 DU2295  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU2295  DYNAMIC HT  -         448.064 (meters)    1470.02  (feet)  COMP
 DU2295  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 DU2295
 DU2295  VERT ORDER  -  FIRST     CLASS II
 DU2295
 DU2295.The horizontal coordinates were scaled from a topographic map and have
 DU2295.an estimated accuracy of +/- 6 seconds.
 DU2295
 DU2295.The orthometric height was determined by differential leveling
 DU2295.and adjusted in November 1993.
 DU2295
 DU2295.The geoid height was determined by GEOID03.
 DU2295
 DU2295.The dynamic height is computed by dividing the NAVD 88
 DU2295.geopotential number by the normal gravity value computed on the
 DU2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2295.degrees latitude (g = 980.6199 gals.).
 DU2295
 DU2295.The modeled gravity was interpolated from observed gravity values.
 DU2295
 DU2295;                    North         East    Units  Estimated Accuracy
 DU2295;SPC AZ C     -   244,850.      245,420.      MT  (+/- 180 meters Scaled)
 DU2295
 DU2295                          SUPERSEDED SURVEY CONTROL
 DU2295
 DU2295.No superseded survey control is available for this station.
 DU2295
 DU2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB466744(NAD 83)
 DU2295_MARKER: I = METAL ROD
 DU2295_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2295_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2295_STAMPING: D 517 1992
 DU2295_MARK LOGO: NGS   
 DU2295_PROJECTION: FLUSH
 DU2295_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2295+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2006
 DU2295_ROD/PIPE-DEPTH: 7.4  meters
 DU2295_SLEEVE-DEPTH  : 0.9 meters
 DU2295
 DU2295  HISTORY     - Date     Condition        Report By
 DU2295  HISTORY     - 1992     MONUMENTED       NGS
 DU2295  HISTORY     - 20050505 GOOD             EVANS
 DU2295  HISTORY     - 20061205 GOOD             GEOCAC
 DU2295
 DU2295                          STATION DESCRIPTION
 DU2295
 DU2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2295'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2295'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU2295'THENCE 6.5 KM (4.05 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU2295'RAILROAD, 31.1 M (102.0 FT) SOUTHWEST OF THE NEAR RAIL, 22.3 M (73.2
 DU2295'FT) NORTHWEST OF THE EAST CORNER OF A STOCK PEN, 5.5 M (18.0 FT)
 DU2295'SOUTHWEST OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 2.2 M (7.2
 DU2295'FT) SOUTHEAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTHWEST OF A
 DU2295'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2295'LOGO CAP.
 DU2295
 DU2295                          STATION RECOVERY (2005)
 DU2295
 DU2295'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DU2295'RECOVERED AS DESCRIBED
 DU2295
 DU2295                          STATION RECOVERY (2006)
 DU2295
 DU2295'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2320 ***********************************************************************
 DU2320  DESIGNATION -  D 518
 DU2320  PID         -  DU2320
 DU2320  STATE/COUNTY-  AZ/MARICOPA
 DU2320  USGS QUAD   -  MESA (1982)
 DU2320
 DU2320                         *CURRENT SURVEY CONTROL
 DU2320  ___________________________________________________________________
 DU2320* NAD 83(1986)-  33 24 54.     (N)    111 47 44.     (W)     SCALED    
 DU2320* NAVD 88     -       379.296  (meters)    1244.41   (feet)  ADJUSTED  
 DU2320  ___________________________________________________________________
 DU2320  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU2320  DYNAMIC HT  -         378.848 (meters)    1242.94  (feet)  COMP
 DU2320  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 DU2320
 DU2320  VERT ORDER  -  FIRST     CLASS II
 DU2320
 DU2320.The horizontal coordinates were scaled from a topographic map and have
 DU2320.an estimated accuracy of +/- 6 seconds.
 DU2320
 DU2320.The orthometric height was determined by differential leveling
 DU2320.and adjusted in November 1993.
 DU2320
 DU2320.The geoid height was determined by GEOID03.
 DU2320
 DU2320.The dynamic height is computed by dividing the NAVD 88
 DU2320.geopotential number by the normal gravity value computed on the
 DU2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2320.degrees latitude (g = 980.6199 gals.).
 DU2320
 DU2320.The modeled gravity was interpolated from observed gravity values.
 DU2320
 DU2320;                    North         East    Units  Estimated Accuracy
 DU2320;SPC AZ C     -   267,780.      224,620.      MT  (+/- 180 meters Scaled)
 DU2320
 DU2320                          SUPERSEDED SURVEY CONTROL
 DU2320
 DU2320.No superseded survey control is available for this station.
 DU2320
 DU2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB260975(NAD 83)
 DU2320_MARKER: I = METAL ROD
 DU2320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2320_SP_SET: STAINLESS STEEL ROD
 DU2320_STAMPING: D 518 1992
 DU2320_MARK LOGO: NGS   
 DU2320_PROJECTION: PROJECTING 3 CENTIMETERS
 DU2320_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2320+STABILITY: POSITION/ELEVATION WELL
 DU2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2320+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU2320_ROD/PIPE-DEPTH: 4.6  meters
 DU2320
 DU2320  HISTORY     - Date     Condition        Report By
 DU2320  HISTORY     - 1992     MONUMENTED       NGS
 DU2320  HISTORY     - 20051228 GOOD             GEOCAC
 DU2320  HISTORY     - 20080501 GOOD             GEOCAC
 DU2320
 DU2320                          STATION DESCRIPTION
 DU2320
 DU2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2320'4.1 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2320'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, 30.0 M
 DU2320'(98.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BEST WESTERN MESA
 DU2320'INN, 11.6 M (38.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 DU2320'EASTBOUND LANES OF THE HIGHWAY, 2.1 M (6.9 FT) WEST OF THE SOUTHWEST
 DU2320'CORNER OF A PLANTER, 2.0 M (6.6 FT) SOUTH OF UTILITY POLE NUMBER
 DU2320'4692KL, 1.4 M (4.6 FT) EAST OF THE NORTHEAST CORNER OF A BELL SYSTEM
 DU2320'MANHOLE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 DU2320'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2320
 DU2320                          STATION RECOVERY (2005)
 DU2320
 DU2320'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2320'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2320'33 24 54.48 (N)   111 47 44.58 (W) (NAD 83).
 DU2320
 DU2320                          STATION RECOVERY (2008)
 DU2320
 DU2320'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2293 ***********************************************************************
 DV2293  DESIGNATION -  D 519
 DV2293  PID         -  DV2293
 DV2293  STATE/COUNTY-  AZ/MARICOPA
 DV2293  USGS QUAD   -  PHOENIX (1982)
 DV2293
 DV2293                         *CURRENT SURVEY CONTROL
 DV2293  ___________________________________________________________________
 DV2293* NAD 83(1986)-  33 25 03.     (N)    112 01 47.     (W)     SCALED    
 DV2293* NAVD 88     -       335.246  (meters)    1099.89   (feet)  ADJUSTED  
 DV2293  ___________________________________________________________________
 DV2293  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV2293  DYNAMIC HT  -         334.861 (meters)    1098.62  (feet)  COMP
 DV2293  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 DV2293
 DV2293  VERT ORDER  -  FIRST     CLASS II
 DV2293
 DV2293.The horizontal coordinates were scaled from a topographic map and have
 DV2293.an estimated accuracy of +/- 6 seconds.
 DV2293
 DV2293.The orthometric height was determined by differential leveling
 DV2293.and adjusted in November 1993.
 DV2293
 DV2293.The geoid height was determined by GEOID03.
 DV2293
 DV2293.The dynamic height is computed by dividing the NAVD 88
 DV2293.geopotential number by the normal gravity value computed on the
 DV2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2293.degrees latitude (g = 980.6199 gals.).
 DV2293
 DV2293.The modeled gravity was interpolated from observed gravity values.
 DV2293
 DV2293;                    North         East    Units  Estimated Accuracy
 DV2293;SPC AZ C     -   268,060.      202,850.      MT  (+/- 180 meters Scaled)
 DV2293
 DV2293                          SUPERSEDED SURVEY CONTROL
 DV2293
 DV2293.No superseded survey control is available for this station.
 DV2293
 DV2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB042980(NAD 83)
 DV2293_MARKER: DV = VERTICAL CONTROL DISK
 DV2293_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2293_SP_SET: ABUTMENT
 DV2293_STAMPING: D 519 1992
 DV2293_MARK LOGO: NGS   
 DV2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2293+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV2293
 DV2293  HISTORY     - Date     Condition        Report By
 DV2293  HISTORY     - 1992     MONUMENTED       NGS
 DV2293  HISTORY     - 20051005 GOOD             EVANS
 DV2293  HISTORY     - 20061203 GOOD             GEOCAC
 DV2293
 DV2293                          STATION DESCRIPTION
 DV2293
 DV2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2293'IN PHOENIX, AT THE INTERSECTION OF SOUTH 24TH STREET AND THE SALT
 DV2293'RIVER, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END OF THE NORTH
 DV2293'CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING THE RIVER, 7.5 M
 DV2293'(24.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 DV2293'LANES OF THE STREET, AND 0.4 M (1.3 FT) EAST OF THE EAST BRIDGE RAIL.
 DV2293
 DV2293                          STATION RECOVERY (2005)
 DV2293
 DV2293'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JST)
 DV2293'RECOVERED IN GOOD CONDITION.
 DV2293
 DV2293                          STATION RECOVERY (2006)
 DV2293
 DV2293'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0037 ***********************************************************************
 GQ0037  DESIGNATION -  D 52
 GQ0037  PID         -  GQ0037
 GQ0037  STATE/COUNTY-  AZ/COCONINO
 GQ0037  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0037
 GQ0037                         *CURRENT SURVEY CONTROL
 GQ0037  ___________________________________________________________________
 GQ0037* NAD 83(1986)-  36 52 00.     (N)    112 19 02.     (W)     SCALED    
 GQ0037* NAVD 88     -      1745.541  (meters)    5726.83   (feet)  POSTED    
 GQ0037  ___________________________________________________________________
 GQ0037  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 GQ0037  DYNAMIC HT  -        1743.430 (meters)    5719.90  (feet)  COMP
 GQ0037  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 GQ0037
 GQ0037  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0037
 GQ0037.The horizontal coordinates were scaled from a topographic map and have
 GQ0037.an estimated accuracy of +/- 6 seconds.
 GQ0037
 GQ0037.The orthometric height was determined by differential leveling
 GQ0037.and adjusted by the  in 1992.
 GQ0037.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0037.rate of 0.0 thru 1.0 mm/km.
 GQ0037
 GQ0037.The geoid height was determined by GEOID03.
 GQ0037
 GQ0037.The dynamic height is computed by dividing the NAVD 88
 GQ0037.geopotential number by the normal gravity value computed on the
 GQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0037.degrees latitude (g = 980.6199 gals.).
 GQ0037
 GQ0037.The modeled gravity was interpolated from observed gravity values.
 GQ0037
 GQ0037;                    North         East    Units  Estimated Accuracy
 GQ0037;SPC AZ C     -   650,750.      177,650.      MT  (+/- 180 meters Scaled)
 GQ0037
 GQ0037                          SUPERSEDED SURVEY CONTROL
 GQ0037
 GQ0037  NGVD 29 (??/??/92) 1744.507  (m)         5723.44   (f) ADJ UNCH    1 2
 GQ0037
 GQ0037.Superseded values are not recommended for survey control.
 GQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0037.See file dsdata.txt to determine how the superseded data were derived.
 GQ0037
 GQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF825808(NAD 83)
 GQ0037_MARKER: DB = BENCH MARK DISK
 GQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0037_STAMPING: D 52 1934
 GQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0037+STABILITY: SURFACE MOTION
 GQ0037
 GQ0037  HISTORY     - Date     Condition        Report By
 GQ0037  HISTORY     - 1934     MONUMENTED       CGS
 GQ0037  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0037
 GQ0037                          STATION DESCRIPTION
 GQ0037
 GQ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0037'13.8 MI SE FROM FREDONIA.
 GQ0037'13.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO
 GQ0037'COUNTY, 60 FEET SOUTHEAST OF POLE 1993, AND 55 FEET NORTH OF THE
 GQ0037'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 52 1934 AND SET
 GQ0037'IN THE TOP OF A CONCRETE POST.
 GQ0037
 GQ0037                          STATION RECOVERY (1966)
 GQ0037
 GQ0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2318 ***********************************************************************
 DV2318  DESIGNATION -  D 520
 DV2318  PID         -  DV2318
 DV2318  STATE/COUNTY-  AZ/MARICOPA
 DV2318  USGS QUAD   -  PERRYVILLE (1982)
 DV2318
 DV2318                         *CURRENT SURVEY CONTROL
 DV2318  ___________________________________________________________________
 DV2318* NAD 83(1986)-  33 24 28.     (N)    112 23 46.     (W)     SCALED    
 DV2318* NAVD 88     -       279.293  (meters)     916.31   (feet)  ADJUSTED  
 DV2318  ___________________________________________________________________
 DV2318  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2318  DYNAMIC HT  -         278.973 (meters)     915.26  (feet)  COMP
 DV2318  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DV2318
 DV2318  VERT ORDER  -  FIRST     CLASS II
 DV2318
 DV2318.The horizontal coordinates were scaled from a topographic map and have
 DV2318.an estimated accuracy of +/- 6 seconds.
 DV2318
 DV2318.The orthometric height was determined by differential leveling
 DV2318.and adjusted in November 1993.
 DV2318
 DV2318.The geoid height was determined by GEOID03.
 DV2318
 DV2318.The dynamic height is computed by dividing the NAVD 88
 DV2318.geopotential number by the normal gravity value computed on the
 DV2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2318.degrees latitude (g = 980.6199 gals.).
 DV2318
 DV2318.The modeled gravity was interpolated from observed gravity values.
 DV2318
 DV2318;                    North         East    Units  Estimated Accuracy
 DV2318;SPC AZ C     -   267,080.      168,770.      MT  (+/- 180 meters Scaled)
 DV2318
 DV2318                          SUPERSEDED SURVEY CONTROL
 DV2318
 DV2318.No superseded survey control is available for this station.
 DV2318
 DV2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB701973(NAD 83)
 DV2318_MARKER: DV = VERTICAL CONTROL DISK
 DV2318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2318_SP_SET: FOOTING
 DV2318_STAMPING: D 520 1992
 DV2318_MARK LOGO: NGS   
 DV2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2318+STABILITY: POSITION/ELEVATION WELL
 DV2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2318+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 DV2318
 DV2318  HISTORY     - Date     Condition        Report By
 DV2318  HISTORY     - 1992     MONUMENTED       NGS
 DV2318  HISTORY     - 20060928 GOOD             GEOCAC
 DV2318
 DV2318                          STATION DESCRIPTION
 DV2318
 DV2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2318'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2318'BUCKEYE, THENCE 19.2 KM (11.95 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV2318'NEAR THE EAST EDGE OF A CONCRETE FOOTING FOR HIGH LINE TOWER NUMBER
 DV2318'6-3, 74.3 M (243.8 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 DV2318'CENTERLINE, AND 74.0 M (242.8 FT) EAST OF THE CENTER OF A DRIVEWAY.
 DV2318
 DV2318                          STATION RECOVERY (2006)
 DV2318
 DV2318'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2318'RECOVERED AS DESCRIBED, WITH THE EXCEPTION THAT THE MARK IS ACTUALLY
 DV2318'IN THE FOOTING OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2337 ***********************************************************************
 DV2337  DESIGNATION -  D 521
 DV2337  PID         -  DV2337
 DV2337  STATE/COUNTY-  AZ/MARICOPA
 DV2337  USGS QUAD   -  LAVEEN (1973)
 DV2337
 DV2337                         *CURRENT SURVEY CONTROL
 DV2337  ___________________________________________________________________
 DV2337* NAD 83(1986)-  33 20 52.     (N)    112 10 09.     (W)     SCALED    
 DV2337* NAVD 88     -       316.820  (meters)    1039.43   (feet)  ADJUSTED  
 DV2337  ___________________________________________________________________
 DV2337  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2337  DYNAMIC HT  -         316.461 (meters)    1038.26  (feet)  COMP
 DV2337  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 DV2337
 DV2337  VERT ORDER  -  FIRST     CLASS II
 DV2337
 DV2337.The horizontal coordinates were scaled from a topographic map and have
 DV2337.an estimated accuracy of +/- 6 seconds.
 DV2337
 DV2337.The orthometric height was determined by differential leveling
 DV2337.and adjusted in August 1994.
 DV2337
 DV2337.The geoid height was determined by GEOID03.
 DV2337
 DV2337.The dynamic height is computed by dividing the NAVD 88
 DV2337.geopotential number by the normal gravity value computed on the
 DV2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2337.degrees latitude (g = 980.6199 gals.).
 DV2337
 DV2337.The modeled gravity was interpolated from observed gravity values.
 DV2337
 DV2337;                    North         East    Units  Estimated Accuracy
 DV2337;SPC AZ C     -   260,350.      189,860.      MT  (+/- 180 meters Scaled)
 DV2337
 DV2337                          SUPERSEDED SURVEY CONTROL
 DV2337
 DV2337.No superseded survey control is available for this station.
 DV2337
 DV2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912904(NAD 83)
 DV2337_MARKER: I = METAL ROD
 DV2337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2337_SP_SET: STAINLESS STEEL ROD
 DV2337_STAMPING: D 521 1994
 DV2337_MARK LOGO: NGS   
 DV2337_PROJECTION: FLUSH
 DV2337_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2337+STABILITY: POSITION/ELEVATION WELL
 DV2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2337+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2337_ROD/PIPE-DEPTH: 5.5  meters
 DV2337
 DV2337  HISTORY     - Date     Condition        Report By
 DV2337  HISTORY     - 1994     MONUMENTED       NGS
 DV2337  HISTORY     - 20060821 GOOD             GEOCAC
 DV2337
 DV2337                          STATION DESCRIPTION
 DV2337
 DV2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2337'1.6 KM (1.00 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2337'LAVEEN, 55.0 M (180.4 FT) SOUTH OF THE CENTERLINE OF ELLIOT ROAD,
 DV2337'11.6 M (38.1 FT) EAST OF THE AVENUE CENTERLINE, 1.2 M (3.9 FT) NORTH
 DV2337'OF A UTILITY POLE WITH 2 GUY CABLES, 0.4 M (1.3 FT) WEST OF A WITNESS
 DV2337'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DV2337'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2337
 DV2337                          STATION RECOVERY (2006)
 DV2337
 DV2337'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2376 ***********************************************************************
 DU2376  DESIGNATION -  D 522
 DU2376  PID         -  DU2376
 DU2376  STATE/COUNTY-  AZ/MARICOPA
 DU2376  USGS QUAD   -  CHANDLER (1981)
 DU2376
 DU2376                         *CURRENT SURVEY CONTROL
 DU2376  ___________________________________________________________________
 DU2376* NAD 83(1986)-  33 21 52.     (N)    111 50 31.     (W)     SCALED    
 DU2376* NAVD 88     -       369.199  (meters)    1211.28   (feet)  ADJUSTED  
 DU2376  ___________________________________________________________________
 DU2376  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU2376  DYNAMIC HT  -         368.760 (meters)    1209.84  (feet)  COMP
 DU2376  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU2376
 DU2376  VERT ORDER  -  FIRST     CLASS II
 DU2376
 DU2376.The horizontal coordinates were scaled from a topographic map and have
 DU2376.an estimated accuracy of +/- 6 seconds.
 DU2376
 DU2376.The orthometric height was determined by differential leveling
 DU2376.and adjusted in August 1994.
 DU2376
 DU2376.The geoid height was determined by GEOID03.
 DU2376
 DU2376.The dynamic height is computed by dividing the NAVD 88
 DU2376.geopotential number by the normal gravity value computed on the
 DU2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2376.degrees latitude (g = 980.6199 gals.).
 DU2376
 DU2376.The modeled gravity was interpolated from observed gravity values.
 DU2376
 DU2376;                    North         East    Units  Estimated Accuracy
 DU2376;SPC AZ C     -   262,170.      220,310.      MT  (+/- 180 meters Scaled)
 DU2376
 DU2376                          SUPERSEDED SURVEY CONTROL
 DU2376
 DU2376.No superseded survey control is available for this station.
 DU2376
 DU2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216920(NAD 83)
 DU2376_MARKER: DV = VERTICAL CONTROL DISK
 DU2376_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2376_SP_SET: FOOTING
 DU2376_STAMPING: D 522 1994
 DU2376_MARK LOGO: NGS   
 DU2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2376+STABILITY: POSITION/ELEVATION WELL
 DU2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2376+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DU2376
 DU2376  HISTORY     - Date     Condition        Report By
 DU2376  HISTORY     - 1994     MONUMENTED       NGS
 DU2376  HISTORY     - 19941026 GOOD             NGS
 DU2376  HISTORY     - 19941026 GOOD             NGS
 DU2376  HISTORY     - 20051104 GOOD             GEOCAC
 DU2376  HISTORY     - 20070203 GOOD             GEOCAC
 DU2376
 DU2376                          STATION DESCRIPTION
 DU2376
 DU2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2376'IN MESA, AT THE INTERSECTION ARIZONA AVENUE AND GUADALUPE ROAD, NEAR
 DU2376'THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE TOWER,
 DU2376'26.7 M (87.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 DU2376'THE ROAD, 11.2 M (36.7 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF
 DU2376'THE OF THE NORTHBOUND LANES OF THE AVENUE, 0.9 M (3.0 FT) WEST OF THE
 DU2376'NORTHWEST CORNER OF A FENCE ENCLOSING A PUMPING STATION, AND 0.3 M
 DU2376'(1.0 FT) NORTHEAST OF THE NORTHEAST FACE OF THE TOWER.
 DU2376
 DU2376                          STATION RECOVERY (1994)
 DU2376
 DU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2376'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2376'NORTHWEST PART OF THE CITY OF GILBERT AT THE BOUNDARY BETWEEN THE
 DU2376'CITIES OF MESA AND GILBERT.  TO REACH THE STATION FROM THE
 DU2376'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2376'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU2376'1.5 MILES (2.4 KM) TO THE INTERSECTION OF GUADALOUPE ROAD AND THE
 DU2376'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION,
 DU2376'NEAR THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE
 DU2376'TOWER, 87.6 FEET (26.7 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 DU2376'LANES OF THE ROAD, 36.7 FEET (11.2 M) EAST OF AND LEVEL WITH THE
 DU2376'CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 3.0 FEET (0.9 M)
 DU2376'WEST OF THE NORTHWEST CORNER OF A FENCE ENCLOSING A PUMPING STATION,
 DU2376'AND 1.0 FOOT (0.3 M) NORTHEAST OF THE NORTHEAST FACE OF THE TOWER.
 DU2376
 DU2376                          STATION RECOVERY (1994)
 DU2376
 DU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2376'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU2376'NORTHWEST PART OF THE CITY OF GILBERT AT THE BOUNDARY BETWEEN THE
 DU2376'CITIES OF MESA AND GILBERT.  TO REACH THE STATION FROM THE
 DU2376'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU2376'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU2376'1.5 MILES (2.4 KM) TO THE INTERSECTION OF GUADALOUPE ROAD AND THE
 DU2376'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION,
 DU2376'NEAR THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A HIGHLINE
 DU2376'TOWER, 87.6 FEET (26.7 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 DU2376'LANES OF THE ROAD, 36.7 FEET (11.2 M) EAST OF AND LEVEL WITH THE
 DU2376'CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 3.0 FEET (0.9 M)
 DU2376'WEST OF THE NORTHWEST CORNER OF A FENCE ENCLOSING A PUMPING STATION,
 DU2376'AND 1.0 FOOT (0.3 M) NORTHEAST OF THE NORTHEAST FACE OF THE TOWER.
 DU2376
 DU2376                          STATION RECOVERY (2005)
 DU2376
 DU2376'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2376'RECOVERED IN GOOD CONDITION.
 DU2376
 DU2376                          STATION RECOVERY (2007)
 DU2376
 DU2376'RECOVERY NOTE BY GEOCACHING 2007 (JWM)
 DU2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0525 ***********************************************************************
 FR0525  DESIGNATION -  D 53
 FR0525  PID         -  FR0525
 FR0525  STATE/COUNTY-  AZ/MOHAVE
 FR0525  USGS QUAD   -  ANTARES (1980)
 FR0525
 FR0525                         *CURRENT SURVEY CONTROL
 FR0525  ___________________________________________________________________
 FR0525* NAD 83(1986)-  35 26 50.     (N)    113 47 37.     (W)     SCALED    
 FR0525* NAVD 88     -      1002.869  (meters)    3290.25   (feet)  POSTED    
 FR0525  ___________________________________________________________________
 FR0525  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FR0525  DYNAMIC HT  -        1001.700 (meters)    3286.41  (feet)  COMP
 FR0525  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 FR0525
 FR0525  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0525
 FR0525.The horizontal coordinates were scaled from a topographic map and have
 FR0525.an estimated accuracy of +/- 6 seconds.
 FR0525
 FR0525.The orthometric height was determined by differential leveling
 FR0525.and adjusted by the  in 1992.
 FR0525.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0525.rate of 1.1 thru 2.0 mm/km.
 FR0525
 FR0525.The geoid height was determined by GEOID03.
 FR0525
 FR0525.The dynamic height is computed by dividing the NAVD 88
 FR0525.geopotential number by the normal gravity value computed on the
 FR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0525.degrees latitude (g = 980.6199 gals.).
 FR0525
 FR0525.The modeled gravity was interpolated from observed gravity values.
 FR0525
 FR0525;                    North         East    Units  Estimated Accuracy
 FR0525;SPC AZ W     -   493,200.      209,400.      MT  (+/- 180 meters Scaled)
 FR0525
 FR0525                          SUPERSEDED SURVEY CONTROL
 FR0525
 FR0525  NGVD 29 (??/??/92) 1002.085  (m)         3287.67   (f) ADJ UNCH    1 1
 FR0525
 FR0525.Superseded values are not recommended for survey control.
 FR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0525.See file dsdata.txt to determine how the superseded data were derived.
 FR0525
 FR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE464262(NAD 83)
 FR0525_MARKER: DB = BENCH MARK DISK
 FR0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0525_STAMPING: D 53 1934
 FR0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0525+STABILITY: SURFACE MOTION
 FR0525
 FR0525  HISTORY     - Date     Condition        Report By
 FR0525  HISTORY     - 1934     MONUMENTED       CGS
 FR0525  HISTORY     - 1968     GOOD             USGS
 FR0525
 FR0525                          STATION DESCRIPTION
 FR0525
 FR0525'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0525'25.7 MI NE FROM KINGMAN.
 FR0525'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT IN
 FR0525'KINGMAN, ARIZONA GO EAST ON US HIGHWAY 66 FOR 21.5 MILES TO PIERCE
 FR0525'FERRY ROAD AT ANTARES. TURN LEFT (NORTH) ON PIERCE FERRY ROAD AND GO
 FR0525'2.6 MILES. TURN RIGHT (EAST) ON DIRT ROAD AND GO 0.7 MILES TO STEEL
 FR0525'POLE POWER TRANSMISSION LINE. TURN RIGHT (SOUTH) AND FOLLOW POWER LINE
 FR0525'FOR 0.9 MILES.  BENCH MARK IS UNDER EAST WIRE AND 228 FT SOUTH OF A
 FR0525'STEEL POWER POLE.  A STANDARD DISK IN CONCRETE POST PROJECTING 0.8 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0389 ***********************************************************************
 GR0389  DESIGNATION -  D 54
 GR0389  PID         -  GR0389
 GR0389  STATE/COUNTY-  AZ/MOHAVE
 GR0389  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0389
 GR0389                         *CURRENT SURVEY CONTROL
 GR0389  ___________________________________________________________________
 GR0389* NAD 83(1986)-  36 05 01.     (N)    114 03 35.     (W)     SCALED    
 GR0389* NAVD 88     -       783.862  (meters)    2571.72   (feet)  POSTED    
 GR0389  ___________________________________________________________________
 GR0389  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0389  DYNAMIC HT  -         783.030 (meters)    2568.99  (feet)  COMP
 GR0389  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 GR0389
 GR0389  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0389
 GR0389.The horizontal coordinates were scaled from a topographic map and have
 GR0389.an estimated accuracy of +/- 6 seconds.
 GR0389
 GR0389.The orthometric height was determined by differential leveling
 GR0389.and adjusted by the  in 1992.
 GR0389.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0389.rate of 0.0 thru 1.0 mm/km.
 GR0389
 GR0389.The geoid height was determined by GEOID03.
 GR0389
 GR0389.The dynamic height is computed by dividing the NAVD 88
 GR0389.geopotential number by the normal gravity value computed on the
 GR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0389.degrees latitude (g = 980.6199 gals.).
 GR0389
 GR0389.The modeled gravity was interpolated from observed gravity values.
 GR0389
 GR0389;                    North         East    Units  Estimated Accuracy
 GR0389;SPC AZ W     -   563,850.      185,470.      MT  (+/- 180 meters Scaled)
 GR0389
 GR0389                          SUPERSEDED SURVEY CONTROL
 GR0389
 GR0389  NGVD 29 (??/??/92)  783.156  (m)         2569.40   (f) ADJ UNCH    1 1
 GR0389
 GR0389.Superseded values are not recommended for survey control.
 GR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0389.See file dsdata.txt to determine how the superseded data were derived.
 GR0389
 GR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV647972(NAD 83)
 GR0389_MARKER: DB = BENCH MARK DISK
 GR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0389_STAMPING: D 54 1934
 GR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0389+STABILITY: SURFACE MOTION
 GR0389
 GR0389  HISTORY     - Date     Condition        Report By
 GR0389  HISTORY     - 1934     MONUMENTED       CGS
 GR0389  HISTORY     - 1950     GOOD             NGS
 GR0389
 GR0389                          STATION DESCRIPTION
 GR0389
 GR0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0389'4.9 MI SW FROM PIERCES FERRY.
 GR0389'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0389'STATION AT PIERCES FERRY, THENCE 4.4 MILES SOUTHWEST ALONG AN OLD
 GR0389'ABANDONED ROAD, AT THE TOP OF THE WEST END OF A RIDGE, ON THE OUTSIDE
 GR0389'OF A CURVE, ABOUT 155 YARDS WEST OF THE WEST END OF AN 18-INCH
 GR0389'CORRUGATED METAL CULVERT UNDER THE PARK SERVICE ROAD, 61 FEET WEST OF
 GR0389'THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST, AND SET
 GR0389'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0177 ***********************************************************************
 ET0177  DESIGNATION -  D 57
 ET0177  PID         -  ET0177
 ET0177  STATE/COUNTY-  AZ/YAVAPAI
 ET0177  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0177
 ET0177                         *CURRENT SURVEY CONTROL
 ET0177  ___________________________________________________________________
 ET0177* NAD 83(1986)-  34 04 11.     (N)    112 09 07.     (W)     SCALED    
 ET0177* NAVD 88     -       601.38   (+/-2cm)    1973.0    (feet)  VERTCON   
 ET0177  ___________________________________________________________________
 ET0177  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 ET0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0177
 ET0177.The horizontal coordinates were scaled from a topographic map and have
 ET0177.an estimated accuracy of +/- 6 seconds.
 ET0177
 ET0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0177.The vertical order pertains to the NGVD 29 superseded value.
 ET0177
 ET0177.The geoid height was determined by GEOID03.
 ET0177
 ET0177;                    North         East    Units  Estimated Accuracy
 ET0177;SPC AZ C     -   340,410.      191,640.      MT  (+/- 180 meters Scaled)
 ET0177
 ET0177                          SUPERSEDED SURVEY CONTROL
 ET0177
 ET0177  NGVD 29 (??/??/92)  600.76   (m)         1971.0    (f) COMPUTED    2 0
 ET0177
 ET0177.Superseded values are not recommended for survey control.
 ET0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0177.See file dsdata.txt to determine how the superseded data were derived.
 ET0177
 ET0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937704(NAD 83)
 ET0177_MARKER: DD = SURVEY DISK
 ET0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0177_SP_SET: BRIDGE
 ET0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0177
 ET0177  HISTORY     - Date     Condition        Report By
 ET0177  HISTORY     - UNK      MONUMENTED       CGS
 ET0177  HISTORY     - 1946     GOOD             NGS
 ET0177  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 ET0177
 ET0177                          STATION DESCRIPTION
 ET0177
 ET0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 ET0177'1.6 MI N FROM ROCK SPRINGS.
 ET0177'1.6 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0177'SPRINGS (FORMERLY CANON), YAVAPAI CO., AT THE STEEL BRIDGE OVER AGUA
 ET0177'RIVER, IN THE CENTER OF THE TOP OF THE CENTER CONCRETE PIPE AND 10
 ET0177'FEET EAST OF THE CENTERLINE OF THE BRIDGE.  A STANDARD DISK.  NOTE--
 ET0177'ABOUT 1 MILE NORTH OF ROCK SPRINGS.
 ET0177
 ET0177                          STATION RECOVERY (2007)
 ET0177
 ET0177'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0122 ***********************************************************************
 ET0122  DESIGNATION -  D 58
 ET0122  PID         -  ET0122
 ET0122  STATE/COUNTY-  AZ/YAVAPAI
 ET0122  USGS QUAD   -  PRESCOTT (1973)
 ET0122
 ET0122                         *CURRENT SURVEY CONTROL
 ET0122  ___________________________________________________________________
 ET0122* NAD 83(1986)-  34 32 55.     (N)    112 26 56.     (W)     SCALED    
 ET0122* NAVD 88     -      1603.33   (+/-2cm)    5260.3    (feet)  VERTCON   
 ET0122  ___________________________________________________________________
 ET0122  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0122
 ET0122.The horizontal coordinates were scaled from a topographic map and have
 ET0122.an estimated accuracy of +/- 6 seconds.
 ET0122
 ET0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0122.The vertical order pertains to the NGVD 29 superseded value.
 ET0122
 ET0122.The geoid height was determined by GEOID03.
 ET0122
 ET0122;                    North         East    Units  Estimated Accuracy
 ET0122;SPC AZ C     -   393,630.      164,510.      MT  (+/- 180 meters Scaled)
 ET0122
 ET0122                          SUPERSEDED SURVEY CONTROL
 ET0122
 ET0122  NGVD 29 (??/??/92) 1602.400  (m)         5257.21   (f) ADJ UNCH    2 0
 ET0122
 ET0122.Superseded values are not recommended for survey control.
 ET0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0122.See file dsdata.txt to determine how the superseded data were derived.
 ET0122
 ET0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD670239(NAD 83)
 ET0122_MARKER: DB = BENCH MARK DISK
 ET0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0122_STAMPING: C 58 1934
 ET0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0122+STABILITY: SURFACE MOTION
 ET0122
 ET0122  HISTORY     - Date     Condition        Report By
 ET0122  HISTORY     - 1934     MONUMENTED       CGS
 ET0122  HISTORY     - 1973     GOOD             USGS
 ET0122
 ET0122                          STATION DESCRIPTION
 ET0122
 ET0122'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0122'4.2 MI E FROM PRESCOTT.
 ET0122'5.1 MILES EAST ALONG THE DEWEY ROAD FROM THE COURTHOUSE.  ABOUT 1.2
 ET0122'MILES EAST ALONG U.S. HWY. 89 FROM THE YAVAPAI COUNTY COURT HOUSE IN
 ET0122'PRESCOTT, TO THE JUNCTION WITH ARIZ. STATE HYW. 69.  THENCE ABOUT 3.0
 ET0122'MILES SOUTHEASTERLY ALONG ROUTE 69 TO A PRIVATE DRIVEWAY LEADING SOUTH
 ET0122'TO THE BULLWHACKER RANCH.  ABOUT 200 FT. NNW OF THE INTERSECTION OF
 ET0122'STATE HWY 69 AND THE DRIVEWAY TO THE BULLWHACKER RANCH. ABOUT 35 FT
 ET0122'SOUTH OF THE ABANDONED DIRT HWY., A STANDARD C AND GS BRASS DISK
 ET0122'STAMPED C 58 1934 AND SET IN A CONCRETE POST WHICH PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0157 ***********************************************************************
 FQ0157  DESIGNATION -  D 6
 FQ0157  PID         -  FQ0157
 FQ0157  STATE/COUNTY-  AZ/COCONINO
 FQ0157  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0157
 FQ0157                         *CURRENT SURVEY CONTROL
 FQ0157  ___________________________________________________________________
 FQ0157* NAD 83(1986)-  35 47 23.     (N)    111 28 31.     (W)     SCALED    
 FQ0157* NAVD 88     -      1410.608  (meters)    4627.97   (feet)  POSTED    
 FQ0157  ___________________________________________________________________
 FQ0157  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0157  DYNAMIC HT  -        1408.820 (meters)    4622.10  (feet)  COMP
 FQ0157  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 FQ0157
 FQ0157  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0157
 FQ0157.The horizontal coordinates were scaled from a topographic map and have
 FQ0157.an estimated accuracy of +/- 6 seconds.
 FQ0157
 FQ0157.The orthometric height was determined by differential leveling
 FQ0157.and adjusted by the  in 1992.
 FQ0157.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0157.rate of 1.1 thru 2.0 mm/km.
 FQ0157
 FQ0157.The geoid height was determined by GEOID03.
 FQ0157
 FQ0157.The dynamic height is computed by dividing the NAVD 88
 FQ0157.geopotential number by the normal gravity value computed on the
 FQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0157.degrees latitude (g = 980.6199 gals.).
 FQ0157
 FQ0157.The modeled gravity was interpolated from observed gravity values.
 FQ0157
 FQ0157;                    North         East    Units  Estimated Accuracy
 FQ0157;SPC AZ C     -   531,270.      253,260.      MT  (+/- 180 meters Scaled)
 FQ0157
 FQ0157                          SUPERSEDED SURVEY CONTROL
 FQ0157
 FQ0157  NGVD 29 (??/??/92) 1409.737  (m)         4625.11   (f) ADJ UNCH    1 2
 FQ0157
 FQ0157.Superseded values are not recommended for survey control.
 FQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0157.See file dsdata.txt to determine how the superseded data were derived.
 FQ0157
 FQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE570607(NAD 83)
 FQ0157_MARKER: DB = BENCH MARK DISK
 FQ0157_SETTING: 80 = SET IN A BOULDER
 FQ0157_SP_SET: BOULDER
 FQ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0157+STABILITY: SURFACE MOTION
 FQ0157
 FQ0157  HISTORY     - Date     Condition        Report By
 FQ0157  HISTORY     - UNK      MONUMENTED       CGS
 FQ0157  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0157
 FQ0157                          STATION DESCRIPTION
 FQ0157
 FQ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0157'7.2 MI S FROM CAMERON.
 FQ0157'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0157'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 5.3
 FQ0157'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  1 MILE SOUTH OF
 FQ0157'THE BOTTOM OF A VERY STEEP GRADE, AND IN A LARGE RED SANDSTONE
 FQ0157'BOULDER.  A STANDARD DISK.  NOTE-- ROADS IN THE VICINITY HAVE BEEN
 FQ0157'CHANGED AND ALL ABANDONED ROADS WERE SEARCHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0514 ***********************************************************************
 FS0514  DESIGNATION -  D 60
 FS0514  PID         -  FS0514
 FS0514  STATE/COUNTY-  AZ/MOHAVE
 FS0514  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0514
 FS0514                         *CURRENT SURVEY CONTROL
 FS0514  ___________________________________________________________________
 FS0514* NAD 83(1986)-  35 26 26.     (N)    114 17 40.     (W)     SCALED    
 FS0514* NAVD 88     -      1041.890  (meters)    3418.27   (feet)  ADJUSTED  
 FS0514  ___________________________________________________________________
 FS0514  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0514  DYNAMIC HT  -        1040.675 (meters)    3414.28  (feet)  COMP
 FS0514  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 FS0514  OBS GRAVITY -     979,432.3   (mgal)                       GRAV_OBS
 FS0514
 FS0514  VERT ORDER  -  FIRST     CLASS II
 FS0514
 FS0514.The horizontal coordinates were scaled from a topographic map and have
 FS0514.an estimated accuracy of +/- 6 seconds.
 FS0514
 FS0514.The orthometric height was determined by differential leveling
 FS0514.and adjusted in June 1991.
 FS0514
 FS0514.The geoid height was determined by GEOID03.
 FS0514
 FS0514.The dynamic height is computed by dividing the NAVD 88
 FS0514.geopotential number by the normal gravity value computed on the
 FS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0514.degrees latitude (g = 980.6199 gals.).
 FS0514
 FS0514.The modeled gravity was interpolated from observed gravity values.
 FS0514.The observed gravity was obtained from relative gravimeter ties
 FS0514.to the IGSN71 gravity network.
 FS0514
 FS0514;                    North         East    Units  Estimated Accuracy
 FS0514;SPC AZ W     -   492,600.      163,930.      MT  (+/- 180 meters Scaled)
 FS0514
 FS0514                          SUPERSEDED SURVEY CONTROL
 FS0514
 FS0514  NGVD 29 (??/??/92) 1041.079  (m)         3415.61   (f) ADJ UNCH    1 2
 FS0514
 FS0514.Superseded values are not recommended for survey control.
 FS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0514.See file dsdata.txt to determine how the superseded data were derived.
 FS0514
 FS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV455252(NAD 83)
 FS0514_MARKER: DB = BENCH MARK DISK
 FS0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0514_STAMPING: D 60 1934
 FS0514_MARK LOGO: CGS   
 FS0514_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0514+STABILITY: SURFACE MOTION
 FS0514
 FS0514  HISTORY     - Date     Condition        Report By
 FS0514  HISTORY     - 1934     MONUMENTED       CGS
 FS0514  HISTORY     - 1940     GOOD             NGS
 FS0514  HISTORY     - 1982     GOOD             NGS
 FS0514
 FS0514                          STATION DESCRIPTION
 FS0514
 FS0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0514'6.8 MI NW FROM CHLORIDE.
 FS0514'6.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 3.9 MILES
 FS0514'SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 93, 2.3 MILES
 FS0514'NORTHWEST OF THE JUNCTION OF THE ROAD LEADING TO PRODUCERS
 FS0514'MINES INC., 0.2 MILE WEST OF U.S. HIGHWAY 93, MIDWAY BETWEEN
 FS0514'TWO WASHES ABOUT 400 FEET APART, 35 FEET EAST OF THE CENTERLINE
 FS0514'OF THE OLD ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 FS0514'STANDARD DISK, STAMPED D 60 1934 AND SET IN THE TOP OF A
 FS0514'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0514
 FS0514                          STATION RECOVERY (1982)
 FS0514
 FS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0514'5.3 KM (3.3 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0514'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, THENCE 0.2 KM (0.1 MI) WEST
 FS0514'ACROSS COUNTRY, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 49, 0.2 KM (0.1
 FS0514'MI) SOUTHWEST OF A POWER LINE POLE, 0.2 KM (0.15 MI) SOUTHWEST OF A
 FS0514'DOUBLE BOX CULVERT, LOCATED ABOUT MIDWAY BETWEEN WASHES ON FLAT
 FS0514'GROUND, 10.6 METERS (35 FT) NORTHEAST OF THE CENTERLINE OF THE OLD
 FS0514'ROAD, ABOUT LEVEL WITH THE OLD ROAD.
 FS0514'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0514'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0005 ***********************************************************************
 FR0005  DESIGNATION -  D 61
 FR0005  PID         -  FR0005
 FR0005  STATE/COUNTY-  AZ/COCONINO
 FR0005  USGS QUAD   -  HOWARD LAKE (1989)
 FR0005
 FR0005                         *CURRENT SURVEY CONTROL
 FR0005  ___________________________________________________________________
 FR0005* NAD 83(1986)-  35 34 24.     (N)    112 10 47.     (W)     SCALED    
 FR0005* NAVD 88     -      1827.059  (meters)    5994.28   (feet)  POSTED    
 FR0005  ___________________________________________________________________
 FR0005  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 FR0005  DYNAMIC HT  -        1824.630 (meters)    5986.31  (feet)  COMP
 FR0005  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 FR0005
 FR0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0005
 FR0005.The horizontal coordinates were scaled from a topographic map and have
 FR0005.an estimated accuracy of +/- 6 seconds.
 FR0005
 FR0005.The orthometric height was determined by differential leveling
 FR0005.and adjusted by the  in 1992.
 FR0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0005.rate of 0.0 thru 1.0 mm/km.
 FR0005
 FR0005.The geoid height was determined by GEOID03.
 FR0005
 FR0005.The dynamic height is computed by dividing the NAVD 88
 FR0005.geopotential number by the normal gravity value computed on the
 FR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0005.degrees latitude (g = 980.6199 gals.).
 FR0005
 FR0005.The modeled gravity was interpolated from observed gravity values.
 FR0005
 FR0005;                    North         East    Units  Estimated Accuracy
 FR0005;SPC AZ C     -   507,210.      189,520.      MT  (+/- 180 meters Scaled)
 FR0005
 FR0005                          SUPERSEDED SURVEY CONTROL
 FR0005
 FR0005  NGVD 29 (??/??/92) 1826.172  (m)         5991.37   (f) ADJ UNCH    2 0
 FR0005
 FR0005.Superseded values are not recommended for survey control.
 FR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0005.See file dsdata.txt to determine how the superseded data were derived.
 FR0005
 FR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE931372(NAD 83)
 FR0005_MARKER: DB = BENCH MARK DISK
 FR0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0005_SP_SET: ABUTMENT
 FR0005_STAMPING: D 61 1934
 FR0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0005
 FR0005  HISTORY     - Date     Condition        Report By
 FR0005  HISTORY     - 1934     MONUMENTED       CGS
 FR0005  HISTORY     - 1955     GOOD             NGS
 FR0005
 FR0005                          STATION DESCRIPTION
 FR0005
 FR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0005'24.0 MI N FROM WILLIAMS.
 FR0005'ABOUT 24.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0005'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 8 POLES NORTH OF
 FR0005'MILEPOST 23, AT BRIDGE 24 A, IN THE TOP OF THE NORTH ABUTMENT, AND 5.6
 FR0005'FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D
 FR0005'61 1934.
 FR0005
 FR0005                          STATION RECOVERY (1955)
 FR0005
 FR0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2380 ***********************************************************************
 CZ2380  DESIGNATION -  D 61
 CZ2380  PID         -  CZ2380
 CZ2380  STATE/COUNTY-  AZ/PIMA
 CZ2380  USGS QUAD   -  TUCSON (1992)
 CZ2380
 CZ2380                         *CURRENT SURVEY CONTROL
 CZ2380  ___________________________________________________________________
 CZ2380* NAD 83(2007)-  32 11 57.97621(N)    110 53 16.16455(W)     NO CHECK  
 CZ2380* NAVD 88     -       786.0    (meters)    2579.     (feet)  VERTCON   
 CZ2380  ___________________________________________________________________
 CZ2380  EPOCH DATE  -        2007.00
 CZ2380  X           -  -1,926,363.728 (meters)                     COMP
 CZ2380  Y           -  -5,047,866.651 (meters)                     COMP
 CZ2380  Z           -   3,379,569.322 (meters)                     COMP
 CZ2380  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 CZ2380  ELLIP HEIGHT-         757.076 (meters)          (02/10/07) NO CHECK
 CZ2380  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CZ2380
 CZ2380  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2380  Type    PID    Designation                      North   East  Ellip
 CZ2380  -------------------------------------------------------------------
 CZ2380  NETWORK CZ2380 D 61                              0.92   1.00   4.14
 CZ2380  -------------------------------------------------------------------
 CZ2380
 CZ2380.The horizontal coordinates were established by GPS observations
 CZ2380.and adjusted by the National Geodetic Survey in February 2007.
 CZ2380
 CZ2380.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2380.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2380.No horizontal observational check was made to the station.
 CZ2380.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2380.The epoch date for horizontal control is a decimal equivalence
 CZ2380.of Year/Month/Day.
 CZ2380
 CZ2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2380
 CZ2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2380
 CZ2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2380
 CZ2380.The ellipsoidal height was determined by GPS observations
 CZ2380.and is referenced to NAD 83.
 CZ2380
 CZ2380.The geoid height was determined by GEOID03.
 CZ2380
 CZ2380;                    North         East     Units Scale Factor Converg.
 CZ2380;SPC AZ C     -   133,444.291   310,360.167   MT  1.00001600   +0 32 53.8
 CZ2380;SPC AZ C     -   437,809.35  1,018,242.02   iFT  1.00001600   +0 32 53.8
 CZ2380;UTM  12      - 3,562,547.736   510,572.675   MT  0.99960138   +0 03 35.2
 CZ2380
 CZ2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2380!SPC AZ C     -   0.99988114  x   1.00001600  =   0.99989714
 CZ2380!UTM  12      -   0.99988114  x   0.99960138  =   0.99948257
 CZ2380
 CZ2380                          SUPERSEDED SURVEY CONTROL
 CZ2380
 CZ2380  ELLIP H (06/11/02)  757.103  (m)                       GP(       ) 4 2
 CZ2380  NAD 83(1992)-  32 11 57.97573(N)    110 53 16.16355(W) AD(       ) 1
 CZ2380  ELLIP H (08/23/93)  757.178  (m)                       GP(       ) 4 2
 CZ2380  NAD 83(1986)-  32 11 57.97089(N)    110 53 16.16244(W) AD(       ) 1
 CZ2380  NGVD 29 (05/25/90)  785.3    (m)         2576.     (f) GPS OBS     3  
 CZ2380
 CZ2380.Superseded values are not recommended for survey control.
 CZ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2380.See file dsdata.txt to determine how the superseded data were derived.
 CZ2380
 CZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1057362548(NAD 83)
 CZ2380_MARKER: DD = SURVEY DISK
 CZ2380_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2380_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2380_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2380+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 CZ2380
 CZ2380  HISTORY     - Date     Condition        Report By
 CZ2380  HISTORY     - 1987     MONUMENTED       USGS
 CZ2380  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ2380  HISTORY     - 19950924 GOOD             USPSQD
 CZ2380  HISTORY     - 19960522 GOOD             USPSQD
 CZ2380  HISTORY     - 19990926 SEE DESCRIPTION  NGS
 CZ2380  HISTORY     - 20011210 GOOD             NGS
 CZ2380  HISTORY     - 20060316 GOOD             USPSQD
 CZ2380  HISTORY     - 20060910 GOOD             INDIV
 CZ2380
 CZ2380                          STATION DESCRIPTION
 CZ2380
 CZ2380'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (SA)
 CZ2380'THE STATION IS LOCATED AT THE SOUTH EDGE OF TUCSON, AT THE
 CZ2380'NORTHWEST CORNER OF FREEDOM PARK.
 CZ2380'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2380'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2380'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2380'602-629-6223.
 CZ2380'
 CZ2380'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2380'22ND ST IN TUCSON, GO EAST FOR 7.6 KM (4.75 MI) ON 22ND ST TO THE
 CZ2380'INTERSECTION OF COLUMBUS BLVD. CONTINUE STRAIGHT AHEAD AND GO
 CZ2380'EAST FOR 0.8 KM (0.5 MI) ON 22ND ST TO THE INTERSECTION OF SWAN
 CZ2380'ROAD.
 CZ2380'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON SWAN ROAD TO THE
 CZ2380'INTERSECTION OF 29TH ST.
 CZ2380'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON 29TH ST TO THE
 CZ2380'EXTENSOMETER AND STATION ON THE RIGHT.
 CZ2380'
 CZ2380'THE STATION IS A STANDARD USGS GAGING STATION DISK
 CZ2380'STAMPED---D-61 1987---,
 CZ2380'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 CZ2380'2 CM BELOW GROUND.  LOCATED
 CZ2380'43.59 METERS (143.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 CZ2380'OF A PAVED DRIVE LEADING SOUTH INTO FREEDOM PARK,
 CZ2380'31.24 METERS (102.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF 29TH
 CZ2380'ST,
 CZ2380'24.29 METERS (79.7 FT) SOUTH-SOUTHWEST FROM A UTILITY POLE,
 CZ2380'7.32 METERS (24.0 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER OF
 CZ2380'A CHAIN LINK FENCE AROUND EXTENSOMETER AND
 CZ2380'3.84 METERS (12.6 FT) EAST FROM THE NORTHEAST CORNER OF A CHAIN
 CZ2380'LINK FENCE AROUND EXTENSOMETER.
 CZ2380'
 CZ2380'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2380'
 CZ2380'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2380'
 CZ2380'DESCRIBED BY D.F. CALLAHAN.
 CZ2380
 CZ2380                          STATION RECOVERY (1995)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2380'MARK NOT FOUND.
 CZ2380
 CZ2380                          STATION RECOVERY (1995)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2380'RECOVERED IN GOOD CONDITION.
 CZ2380
 CZ2380                          STATION RECOVERY (1996)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2380'RECOVERED IN GOOD CONDITION.
 CZ2380
 CZ2380                          STATION RECOVERY (1999)
 CZ2380
 CZ2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 CZ2380'IT APPEARS THAT THE STATION MAY HAVE BEEN REMOVED WITHIN THE PAST
 CZ2380'YEAR.  IT SEEMS THAT THE CITY OF TUCSON CREATED DRAINAGE AT THAT
 CZ2380'LOCATION.
 CZ2380
 CZ2380                          STATION RECOVERY (2001)
 CZ2380
 CZ2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CZ2380
 CZ2380                          STATION RECOVERY (2006)
 CZ2380
 CZ2380'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2380'RECOVERED IN GOOD SHAPE.
 CZ2380
 CZ2380                          STATION RECOVERY (2006)
 CZ2380
 CZ2380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ2380'RECOVERED AS DESCRIBED.  THE MARKER IS INSIDE A FENCED ENCLOSURE NEXT
 CZ2380'TO A SHED MARKED 'U.S. DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY
 CZ2380'WATER RESOURCES DIVISION OBSERVATION WELL'.  GPS MEASURED COORDINATES
 CZ2380'WERE N32 11 58.0, W110 53 16.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0179 ***********************************************************************
 GP0179  DESIGNATION -  D 62
 GP0179  PID         -  GP0179
 GP0179  STATE/COUNTY-  AZ/COCONINO
 GP0179  USGS QUAD   -  DESERT VIEW (1988)
 GP0179
 GP0179                         *CURRENT SURVEY CONTROL
 GP0179  ___________________________________________________________________
 GP0179* NAD 83(1986)-  36 01 52.     (N)    111 50 45.     (W)     SCALED    
 GP0179* NAVD 88     -      2250.528  (meters)    7383.61   (feet)  POSTED    
 GP0179  ___________________________________________________________________
 GP0179  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GP0179  DYNAMIC HT  -        2247.420 (meters)    7373.41  (feet)  COMP
 GP0179  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 GP0179
 GP0179  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0179
 GP0179.The horizontal coordinates were scaled from a topographic map and have
 GP0179.an estimated accuracy of +/- 6 seconds.
 GP0179
 GP0179.The orthometric height was determined by differential leveling
 GP0179.and adjusted by the  in 1992.
 GP0179.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0179.rate of 0.0 thru 1.0 mm/km.
 GP0179
 GP0179.The geoid height was determined by GEOID03.
 GP0179
 GP0179.The dynamic height is computed by dividing the NAVD 88
 GP0179.geopotential number by the normal gravity value computed on the
 GP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0179.degrees latitude (g = 980.6199 gals.).
 GP0179
 GP0179.The modeled gravity was interpolated from observed gravity values.
 GP0179
 GP0179;                    North         East    Units  Estimated Accuracy
 GP0179;SPC AZ C     -   557,970.      219,740.      MT  (+/- 180 meters Scaled)
 GP0179
 GP0179                          SUPERSEDED SURVEY CONTROL
 GP0179
 GP0179  NGVD 29 (??/??/92) 2249.466  (m)         7380.12   (f) ADJ UNCH    2 0
 GP0179
 GP0179.Superseded values are not recommended for survey control.
 GP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0179.See file dsdata.txt to determine how the superseded data were derived.
 GP0179
 GP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE237877(NAD 83)
 GP0179_MARKER: DB = BENCH MARK DISK
 GP0179_SETTING: 80 = SET IN A BOULDER
 GP0179_SP_SET: BOULDER
 GP0179_STAMPING: D 62 1934
 GP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0179+STABILITY: SURFACE MOTION
 GP0179
 GP0179  HISTORY     - Date     Condition        Report By
 GP0179  HISTORY     - 1934     MONUMENTED       CGS
 GP0179
 GP0179                          STATION DESCRIPTION
 GP0179
 GP0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0179'23.3 MI E FROM GRAND CANYON.
 GP0179'ABOUT 23.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0179'GRAND CANYON, COCONINO COUNTY, ABOUT 0.6 MILE EAST OF THE JUNCTION
 GP0179'WITH THE ROAD LEADING TO LIPAN POINT, ABOUT 53 YARDS WEST OF AN
 GP0179'18-INCH GALVANIZED-IRON CULVERT, 38 FEET NORTH OF THE CENTER LINE OF
 GP0179'THE HIGHWAY, AND IN THE TOP OF A LIMESTONE BOULDER.  A STANDARD DISK,
 GP0179'STAMPED D 62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0132 ***********************************************************************
 FQ0132  DESIGNATION -  D 64
 FQ0132  PID         -  FQ0132
 FQ0132  STATE/COUNTY-  AZ/NAVAJO
 FQ0132  USGS QUAD   -  KYKOTSMOVI (1991)
 FQ0132
 FQ0132                         *CURRENT SURVEY CONTROL
 FQ0132  ___________________________________________________________________
 FQ0132* NAD 83(1986)-  35 52 34.     (N)    110 36 51.     (W)     SCALED    
 FQ0132* NAVD 88     -      1730.711  (meters)    5678.17   (feet)  ADJUSTED  
 FQ0132  ___________________________________________________________________
 FQ0132  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 FQ0132  DYNAMIC HT  -        1728.486 (meters)    5670.87  (feet)  COMP
 FQ0132  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 FQ0132
 FQ0132  VERT ORDER  -  SECOND    CLASS 0
 FQ0132
 FQ0132.The horizontal coordinates were scaled from a topographic map and have
 FQ0132.an estimated accuracy of +/- 6 seconds.
 FQ0132
 FQ0132.The orthometric height was determined by differential leveling
 FQ0132.and adjusted in June 1991.
 FQ0132
 FQ0132.The geoid height was determined by GEOID03.
 FQ0132
 FQ0132.The dynamic height is computed by dividing the NAVD 88
 FQ0132.geopotential number by the normal gravity value computed on the
 FQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0132.degrees latitude (g = 980.6199 gals.).
 FQ0132
 FQ0132.The modeled gravity was interpolated from observed gravity values.
 FQ0132
 FQ0132;                    North         East    Units  Estimated Accuracy
 FQ0132;SPC AZ E     -   540,860.      172,950.      MT  (+/- 180 meters Scaled)
 FQ0132
 FQ0132                          SUPERSEDED SURVEY CONTROL
 FQ0132
 FQ0132  NGVD 29 (??/??/92) 1729.836  (m)         5675.30   (f) ADJ UNCH    2 0
 FQ0132
 FQ0132.Superseded values are not recommended for survey control.
 FQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0132.See file dsdata.txt to determine how the superseded data were derived.
 FQ0132
 FQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE348702(NAD 83)
 FQ0132_MARKER: DB = BENCH MARK DISK
 FQ0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0132_SP_SET: STEP
 FQ0132_STAMPING: D 64 1934
 FQ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0132
 FQ0132  HISTORY     - Date     Condition        Report By
 FQ0132  HISTORY     - 1934     MONUMENTED       CGS
 FQ0132  HISTORY     - 19860603 MARK NOT FOUND   USGS
 FQ0132
 FQ0132                          STATION DESCRIPTION
 FQ0132
 FQ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0132'IN ORAIBI.
 FQ0132'AT ORAIBI, NAVAJO COUNTY, AT THE INDIAN SCHOOL, IN THE WALL AT THE
 FQ0132'NORTHWEST CORNER OF THE DORMITORY, AT THE TOP OF THE BASEMENT STEPS, 8
 FQ0132'FEET NORTH OF THE DOORWAY, AND 1 FOOT SOUTH OF THE NORTHWEST CORNER OF
 FQ0132'THE BUILDING.  A STANDARD DISK, STAMPED D 64 1934 AND SET VERTICALLY.
 FQ0132
 FQ0132                          STATION RECOVERY (1986)
 FQ0132
 FQ0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0315 ***********************************************************************
 ES0315  DESIGNATION -  D 65
 ES0315  PID         -  ES0315
 ES0315  STATE/COUNTY-  AZ/GILA
 ES0315  USGS QUAD   -  DIAMOND POINT (1973)
 ES0315
 ES0315                         *CURRENT SURVEY CONTROL
 ES0315  ___________________________________________________________________
 ES0315* NAD 83(1986)-  34 15 53.     (N)    111 11 39.     (W)     SCALED    
 ES0315* NAVD 88     -      1529.113  (meters)    5016.76   (feet)  ADJUSTED  
 ES0315  ___________________________________________________________________
 ES0315  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 ES0315  DYNAMIC HT  -        1526.995 (meters)    5009.82  (feet)  COMP
 ES0315  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 ES0315
 ES0315  VERT ORDER  -  SECOND    CLASS 0
 ES0315
 ES0315.The horizontal coordinates were scaled from a topographic map and have
 ES0315.an estimated accuracy of +/- 6 seconds.
 ES0315
 ES0315.The orthometric height was determined by differential leveling
 ES0315.and adjusted in June 1991.
 ES0315
 ES0315.The geoid height was determined by GEOID03.
 ES0315
 ES0315.The dynamic height is computed by dividing the NAVD 88
 ES0315.geopotential number by the normal gravity value computed on the
 ES0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0315.degrees latitude (g = 980.6199 gals.).
 ES0315
 ES0315.The modeled gravity was interpolated from observed gravity values.
 ES0315
 ES0315;                    North         East    Units  Estimated Accuracy
 ES0315;SPC AZ E     -   362,490.      118,740.      MT  (+/- 180 meters Scaled)
 ES0315
 ES0315                          SUPERSEDED SURVEY CONTROL
 ES0315
 ES0315  NGVD 29 (??/??/92) 1528.328  (m)         5014.19   (f) ADJ UNCH    2 0
 ES0315
 ES0315.Superseded values are not recommended for survey control.
 ES0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0315.See file dsdata.txt to determine how the superseded data were derived.
 ES0315
 ES0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC821915(NAD 83)
 ES0315_MARKER: DB = BENCH MARK DISK
 ES0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0315_STAMPING: D 65 1934
 ES0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0315+STABILITY: SURFACE MOTION
 ES0315
 ES0315  HISTORY     - Date     Condition        Report By
 ES0315  HISTORY     - 1934     MONUMENTED       CGS
 ES0315  HISTORY     - 1973     GOOD             USGS
 ES0315  HISTORY     - 1975     GOOD             USAF
 ES0315  HISTORY     - 20050903 GOOD             USPSQD
 ES0315
 ES0315                          STATION DESCRIPTION
 ES0315
 ES0315'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0315'9.5 MI NE FROM PAYSON.
 ES0315'9.5 MILES NORTHEAST ALONG PRESENT STATE HIGHWAY 260 FROM THE
 ES0315'POSTOFFICE AT PAYSON.  BM IS 25 FT. NORTH OF CENTERLINE OF OLD HIGHWAY
 ES0315'AT SUMMIT OF HILL.  400 FT. SOUTHEAST OF ROAD FORK WITH NEW HIGHWAY. A
 ES0315'STANDARD DISK, STAMPED D 65 1934, SET IN TOP OF A CONCRETE POST
 ES0315'PROJECTING 10 INCHES.
 ES0315
 ES0315                          STATION RECOVERY (1975)
 ES0315
 ES0315'RECOVERY NOTE BY US AIR FORCE 1975
 ES0315'8.25 MILES EAST ALONG ARIZ. 260 FROM THE JUNCTION OF US 87 AND ARIZ.
 ES0315'260 IN PAYSON, TO US FOREST SERVICE ROAD 436 ON THE RIGHT, TURN RIGHT
 ES0315'AND PROCEED FOR 200 FT. TO FENCE AND GATE, PROCEED THROUGH GATE FOR
 ES0315'120 FT. TO TOP OF SMALL KNOL AND STATION ON THE LEFT. 160 FT.
 ES0315'SOUTHEAST OF THE GATE, 20 FT. NORTHEAST OF THE ROAD, 45 FT. SOUTH
 ES0315
 ES0315                          STATION RECOVERY (2005)
 ES0315
 ES0315'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0521 ***********************************************************************
 DU0521  DESIGNATION -  D 67
 DU0521  PID         -  DU0521
 DU0521  STATE/COUNTY-  AZ/PINAL
 DU0521  USGS QUAD   -  FLORENCE SE (1965)
 DU0521
 DU0521                         *CURRENT SURVEY CONTROL
 DU0521  ___________________________________________________________________
 DU0521* NAD 83(1986)-  33 04 24.     (N)    111 21 23.     (W)     SCALED    
 DU0521* NAVD 88     -       464.35   (+/-2cm)    1523.5    (feet)  VERTCON   
 DU0521  ___________________________________________________________________
 DU0521  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0521
 DU0521.The horizontal coordinates were scaled from a topographic map and have
 DU0521.an estimated accuracy of +/- 6 seconds.
 DU0521
 DU0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0521.The vertical order pertains to the NGVD 29 superseded value.
 DU0521
 DU0521.The geoid height was determined by GEOID03.
 DU0521
 DU0521;                    North         East    Units  Estimated Accuracy
 DU0521;SPC AZ C     -   230,020.      265,670.      MT  (+/- 180 meters Scaled)
 DU0521
 DU0521                          SUPERSEDED SURVEY CONTROL
 DU0521
 DU0521  NGVD 29 (??/??/92)  463.781  (m)         1521.59   (f) ADJ UNCH    2 0
 DU0521
 DU0521.Superseded values are not recommended for survey control.
 DU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0521.See file dsdata.txt to determine how the superseded data were derived.
 DU0521
 DU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB667594(NAD 83)
 DU0521_MARKER: DB = BENCH MARK DISK
 DU0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0521_STAMPING: D 67 1934
 DU0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0521+STABILITY: SURFACE MOTION
 DU0521
 DU0521  HISTORY     - Date     Condition        Report By
 DU0521  HISTORY     - 1934     MONUMENTED       CGS
 DU0521  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU0521  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DU0521
 DU0521                          STATION DESCRIPTION
 DU0521
 DU0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0521'2.0 MI E FROM FLORENCE.
 DU0521'2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION
 DU0521'AT FLORENCE, 1 POLE WEST OF MILEPOST 961, AND 21 FEET SOUTH OF THE
 DU0521'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 67 1934 AND SET
 DU0521'IN THE TOP OF A CONCRETE POST.  NOTE-- RR TRACK APPEARS TO BE BUILT UP
 DU0521'RECENTLY IN AREA OF POLE WEST OF MILEPOST 961.  21 FT. SOUTH OF CENTER
 DU0521'OF TRACK WOULD PLACE BM ON SLOPE OF FILL.
 DU0521
 DU0521                          STATION RECOVERY (1963)
 DU0521
 DU0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU0521'MARK NOT FOUND.
 DU0521
 DU0521                          STATION RECOVERY (2008)
 DU0521
 DU0521'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0521'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0521'MARK. THE SCALED CO-ORDINATES ARE VERY CLOSE TO THE LOCATION OF THE
 DU0521'CURRENT MILEPOST 961, BUT THE TELEGRAPH POLES HAVE BEEN REMOVED
 DU0521'WITHOUT A TRACE. THERE ARE NO TIES ON WHICH TO BASE A PROPER SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0193 ***********************************************************************
 GP0193  DESIGNATION -  D 7
 GP0193  PID         -  GP0193
 GP0193  STATE/COUNTY-  AZ/COCONINO
 GP0193  USGS QUAD   -  TANNER WELL (1985)
 GP0193
 GP0193                         *CURRENT SURVEY CONTROL
 GP0193  ___________________________________________________________________
 GP0193* NAD 83(2007)-  36 35 52.79135(N)    111 39 30.36842(W)     ADJUSTED  
 GP0193* NAVD 88     -      1581.560  (meters)    5188.83   (feet)  ADJUSTED  
 GP0193  ___________________________________________________________________
 GP0193  EPOCH DATE  -        2007.00
 GP0193  X           -  -1,892,592.397 (meters)                     COMP
 GP0193  Y           -  -4,765,935.628 (meters)                     COMP
 GP0193  Z           -   3,782,599.983 (meters)                     COMP
 GP0193  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GP0193  ELLIP HEIGHT-        1558.640 (meters)          (02/10/07) ADJUSTED
 GP0193  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GP0193  DYNAMIC HT  -        1579.633 (meters)    5182.51  (feet)  COMP
 GP0193
 GP0193  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0193  Type    PID    Designation                      North   East  Ellip
 GP0193  -------------------------------------------------------------------
 GP0193  NETWORK GP0193 D 7                               0.39   0.31   0.78
 GP0193  -------------------------------------------------------------------
 GP0193  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 GP0193
 GP0193  VERT ORDER  -  FIRST     CLASS II
 GP0193
 GP0193.The horizontal coordinates were established by GPS observations
 GP0193.and adjusted by the National Geodetic Survey in February 2007.
 GP0193
 GP0193.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0193.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0193.The horizontal coordinates are valid at the epoch date displayed above.
 GP0193.The epoch date for horizontal control is a decimal equivalence
 GP0193.of Year/Month/Day.
 GP0193
 GP0193.The orthometric height was determined by differential leveling
 GP0193.and adjusted in June 1991.
 GP0193
 GP0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0193
 GP0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0193
 GP0193.The ellipsoidal height was determined by GPS observations
 GP0193.and is referenced to NAD 83.
 GP0193
 GP0193.The geoid height was determined by GEOID03.
 GP0193
 GP0193.The dynamic height is computed by dividing the NAVD 88
 GP0193.geopotential number by the normal gravity value computed on the
 GP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0193.degrees latitude (g = 980.6199 gals.).
 GP0193
 GP0193.The modeled gravity was interpolated from observed gravity values.
 GP0193
 GP0193;                    North         East     Units Scale Factor Converg.
 GP0193;SPC AZ C     -   620,893.833   236,463.724   MT  0.99990657   +0 09 14.2
 GP0193;SPC AZ C     - 2,037,053.26    775,799.62   iFT  0.99990657   +0 09 14.2
 GP0193;UTM  12      - 4,050,480.202   441,107.633   MT  0.99964273   -0 23 33.2
 GP0193
 GP0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0193!SPC AZ C     -   0.99975545  x   0.99990657  =   0.99966204
 GP0193!UTM  12      -   0.99975545  x   0.99964273  =   0.99939827
 GP0193
 GP0193                          SUPERSEDED SURVEY CONTROL
 GP0193
 GP0193  NAD 83(1992)-  36 35 52.79127(N)    111 39 30.36812(W) AD(       ) B
 GP0193  ELLIP H (08/22/05) 1558.643  (m)                       GP(       ) 3 1
 GP0193  NAVD 88 (08/22/05) 1581.56   (m)         5188.8    (f) LEVELING    3  
 GP0193  NGVD 29 (??/??/92) 1580.565  (m)         5185.57   (f) ADJ UNCH    1 2
 GP0193
 GP0193.Superseded values are not recommended for survey control.
 GP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0193.See file dsdata.txt to determine how the superseded data were derived.
 GP0193
 GP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4110850480(NAD 83)
 GP0193_MARKER: DB = BENCH MARK DISK
 GP0193_SETTING: 66 = SET IN ROCK OUTCROP
 GP0193_SP_SET: ROCK OUTCROP
 GP0193_STAMPING: D 7 1921 ELEV 5185.908 FT
 GP0193_MARK LOGO: CGS   
 GP0193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0193+STABILITY: POSITION/ELEVATION WELL
 GP0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0193+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0193
 GP0193  HISTORY     - Date     Condition        Report By
 GP0193  HISTORY     - 1921     MONUMENTED       CGS
 GP0193  HISTORY     - 1962     GOOD             NGS
 GP0193  HISTORY     - 1978     GOOD             USGS
 GP0193  HISTORY     - 1983     GOOD             NGS
 GP0193  HISTORY     - 20050401 GOOD             NGS
 GP0193
 GP0193                          STATION DESCRIPTION
 GP0193
 GP0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0193'2.95 MI S FROM BITTER SPRINGS.
 GP0193'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0193'STATION AT BITTER SPRINGS TO A CONCRETE HIGHWAY BRIDGE AT TANNERS
 GP0193'WASH.  THENCE ABOUT 220 YARDS SOUTHWEST ACROSS COUNTRY FROM THE
 GP0193'SOUTHWEST CORNER OF THE BRIDGE, ON THE EAST SLOPE OF A ROCKY HILL, 29
 GP0193'FEET WEST OF THE CENTERLINE OF AN OLD ROAD BED, 1.0 FEET WEST OF A
 GP0193'ROCK CAIRN, AND SET IN THE TOP OF A LAVA ROCK OUTCROP FLUSH WITH THE
 GP0193'GROUND.
 GP0193
 GP0193                          STATION RECOVERY (1978)
 GP0193
 GP0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0193'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0193'SPRINGS, 2.6 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0193'0.3 MILES S. AND ROAD JCT IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0193'IS ADEQUATE.
 GP0193
 GP0193                          STATION RECOVERY (1983)
 GP0193
 GP0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0193'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.15 KM
 GP0193'(2.6 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0193'ALTERNATE IN BITTER SPRINGS, IN TOP OF THE SOUTH EDGE OF A 2- BY
 GP0193'3-FOOT PORTION OF LIMESTONE BEDROCK ON THE EAST SLOPE OF A SMALL LOW
 GP0193'HILL, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 521, 131.7 METERS
 GP0193'(432 FT) WEST OF THE HIGHWAY CENTERLINE, 201.1 METERS (660 FT)
 GP0193'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE OVER TANNER WASH,
 GP0193'100.6 METERS (330 FT) WEST OF A BRACED FENCE POST IN THE RIGHT OF WAY
 GP0193'FENCE, 8.8 METERS (29 FT) WEST OF THE CENTER OF THE OLD HIGHWAY ROAD
 GP0193'BED.
 GP0193'THE MARK IS 0.3 METERS  S FROM  A CAIRN
 GP0193'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 GP0193
 GP0193                          STATION RECOVERY (2005)
 GP0193
 GP0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0193'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1508 ***********************************************************************
 CZ1508  DESIGNATION -  D 7 8
 CZ1508  PID         -  CZ1508
 CZ1508  STATE/COUNTY-  AZ/PINAL
 CZ1508  USGS QUAD   -  ELOY NORTH (1992)
 CZ1508
 CZ1508                         *CURRENT SURVEY CONTROL
 CZ1508  ___________________________________________________________________
 CZ1508* NAD 83(1986)-  32 46 39.     (N)    111 33 49.     (W)     SCALED    
 CZ1508* NAVD 88     -       467.284  (meters)    1533.08   (feet)  READJUSTED
 CZ1508  ___________________________________________________________________
 CZ1508  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1508  DYNAMIC HT  -         466.700 (meters)    1531.16  (feet)  COMP
 CZ1508  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 CZ1508  OBS GRAVITY -     979,366.9   (mgal)                       GRAV_OBS
 CZ1508
 CZ1508  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1508
 CZ1508.The horizontal coordinates were scaled from a topographic map and have
 CZ1508.an estimated accuracy of +/- 6 seconds.
 CZ1508
 CZ1508.The orthometric height was determined by differential leveling
 CZ1508.and adjusted in April 1999.
 CZ1508.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1508.mark was located on a no-check spur therefore a value was not computed.
 CZ1508.The height was derived from older observations constrained to new
 CZ1508.heights in a crustal motion area.  The height is approximate in
 CZ1508.relation to other heights in its vicinity.
 CZ1508.No vertical observational check was made to the station.
 CZ1508
 CZ1508.The geoid height was determined by GEOID03.
 CZ1508
 CZ1508.The dynamic height is computed by dividing the NAVD 88
 CZ1508.geopotential number by the normal gravity value computed on the
 CZ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1508.degrees latitude (g = 980.6199 gals.).
 CZ1508
 CZ1508.The modeled gravity was interpolated from observed gravity values.
 CZ1508.The observed gravity was obtained from relative gravimeter ties
 CZ1508.to the IGSN71 gravity network.
 CZ1508
 CZ1508;                    North         East    Units  Estimated Accuracy
 CZ1508;SPC AZ C     -   197,130.      246,430.      MT  (+/- 180 meters Scaled)
 CZ1508
 CZ1508                          SUPERSEDED SURVEY CONTROL
 CZ1508
 CZ1508  NAVD 88 (06/15/91)  467.435  (m)         1533.58   (f) UNKNOWN     1 2
 CZ1508
 CZ1508.Superseded values are not recommended for survey control.
 CZ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1508.See file dsdata.txt to determine how the superseded data were derived.
 CZ1508
 CZ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472267(NAD 83)
 CZ1508_MARKER: DB = BENCH MARK DISK
 CZ1508_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CZ1508_SP_SET: BUILDING FOUNDATION
 CZ1508_MARK LOGO: USGS  
 CZ1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1508+STABILITY: SURFACE MOTION
 CZ1508
 CZ1508  HISTORY     - Date     Condition        Report By
 CZ1508  HISTORY     - UNK      MONUMENTED       USGS
 CZ1508  HISTORY     - 1980     GOOD             NGS
 CZ1508  HISTORY     - 1984     GOOD             NGS
 CZ1508
 CZ1508                          STATION DESCRIPTION
 CZ1508
 CZ1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1508'24.1 KM SE FROM CASA GRANDE.
 CZ1508'21.7 KILOMETERS (13.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1508'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.0 KILOMETERS
 CZ1508'(1.25 MILES) NORTH ALONG ELEVEN MILE CORNER ROAD, THENCE 0.4 KILOMETER
 CZ1508'(0.25 MILE) EAST ALONG HOUSER ROAD TO A 2.4- BY 3.0-METER GALVANIZED
 CZ1508'SHEET METAL BUILDING HOUSING A U.S.G.S. EXTENSOMETER RECORDER, SET
 CZ1508'IN TOP OF AND IN THE SOUTHEAST CORNER OF THE CONCRETE BUILDING
 CZ1508'FOUNDATION INSIDE THE BUILDING.  THE MARK IS AN UNSTAMPED U.S.G.S.
 CZ1508'DISK.
 CZ1508
 CZ1508                          STATION RECOVERY (1984)
 CZ1508
 CZ1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0313 ***********************************************************************
 DT0313  DESIGNATION -  D 70
 DT0313  PID         -  DT0313
 DT0313  STATE/COUNTY-  AZ/GREENLEE
 DT0313  USGS QUAD   -  STRAYHORSE (1991)
 DT0313
 DT0313                         *CURRENT SURVEY CONTROL
 DT0313  ___________________________________________________________________
 DT0313* NAD 83(1986)-  33 30 13.     (N)    109 19 27.     (W)     SCALED    
 DT0313* NAVD 88     -      2178.506  (meters)    7147.32   (feet)  ADJUSTED  
 DT0313  ___________________________________________________________________
 DT0313  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DT0313  DYNAMIC HT  -        2174.968 (meters)    7135.71  (feet)  COMP
 DT0313  MODELED GRAV-     978,934.9   (mgal)                       NAVD 88
 DT0313
 DT0313  VERT ORDER  -  SECOND    CLASS 0
 DT0313
 DT0313.The horizontal coordinates were scaled from a topographic map and have
 DT0313.an estimated accuracy of +/- 6 seconds.
 DT0313
 DT0313.The orthometric height was determined by differential leveling
 DT0313.and adjusted in June 1991.
 DT0313
 DT0313.The geoid height was determined by GEOID03.
 DT0313
 DT0313.The dynamic height is computed by dividing the NAVD 88
 DT0313.geopotential number by the normal gravity value computed on the
 DT0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0313.degrees latitude (g = 980.6199 gals.).
 DT0313
 DT0313.The modeled gravity was interpolated from observed gravity values.
 DT0313
 DT0313;                    North         East    Units  Estimated Accuracy
 DT0313;SPC AZ E     -   277,920.      291,640.      MT  (+/- 180 meters Scaled)
 DT0313
 DT0313                          SUPERSEDED SURVEY CONTROL
 DT0313
 DT0313  NGVD 29 (??/??/92) 2177.439  (m)         7143.81   (f) ADJ UNCH    2 0
 DT0313
 DT0313.Superseded values are not recommended for survey control.
 DT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0313.See file dsdata.txt to determine how the superseded data were derived.
 DT0313
 DT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC556083(NAD 83)
 DT0313_MARKER: DB = BENCH MARK DISK
 DT0313_SETTING: 66 = SET IN ROCK OUTCROP
 DT0313_SP_SET: ROCK OUTCROP
 DT0313_STAMPING: D-70 1934
 DT0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0313+STABILITY: POSITION/ELEVATION WELL
 DT0313
 DT0313  HISTORY     - Date     Condition        Report By
 DT0313  HISTORY     - 1934     MONUMENTED       CGS
 DT0313  HISTORY     - 1967     GOOD             USGS
 DT0313
 DT0313                          STATION DESCRIPTION
 DT0313
 DT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0313'41.2 MI S FROM ALPINE.
 DT0313'41.2 MI SOUTH ON STATE HWY NO.71.  SET IN A SADDLE, AND 65 FEET EAST
 DT0313'OF THE CENTERLINE OF THE HIGHWAY, SET IN TOP OF A ROCK OUTCROP, ABOUT
 DT0313'3 FEET IN DIAMETER.
 DT0313
 DT0313                          STATION RECOVERY (1967)
 DT0313
 DT0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0153 ***********************************************************************
 FQ0153  DESIGNATION -  D 71
 FQ0153  PID         -  FQ0153
 FQ0153  STATE/COUNTY-  AZ/COCONINO
 FQ0153  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0153
 FQ0153                         *CURRENT SURVEY CONTROL
 FQ0153  ___________________________________________________________________
 FQ0153* NAD 83(1986)-  35 30 11.     (N)    110 52 58.     (W)     SCALED    
 FQ0153* NAVD 88     -      1499.014  (meters)    4918.02   (feet)  ADJUSTED  
 FQ0153  ___________________________________________________________________
 FQ0153  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FQ0153  DYNAMIC HT  -        1497.091 (meters)    4911.71  (feet)  COMP
 FQ0153  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 FQ0153
 FQ0153  VERT ORDER  -  SECOND    CLASS 0
 FQ0153
 FQ0153.The horizontal coordinates were scaled from a topographic map and have
 FQ0153.an estimated accuracy of +/- 6 seconds.
 FQ0153
 FQ0153.The orthometric height was determined by differential leveling
 FQ0153.and adjusted in June 1991.
 FQ0153
 FQ0153.The geoid height was determined by GEOID03.
 FQ0153
 FQ0153.The dynamic height is computed by dividing the NAVD 88
 FQ0153.geopotential number by the normal gravity value computed on the
 FQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0153.degrees latitude (g = 980.6199 gals.).
 FQ0153
 FQ0153.The modeled gravity was interpolated from observed gravity values.
 FQ0153
 FQ0153;                    North         East    Units  Estimated Accuracy
 FQ0153;SPC AZ C     -   499,870.      307,150.      MT  (+/- 180 meters Scaled)
 FQ0153
 FQ0153                          SUPERSEDED SURVEY CONTROL
 FQ0153
 FQ0153  NGVD 29 (??/??/92) 1498.244  (m)         4915.49   (f) ADJ UNCH    2 0
 FQ0153
 FQ0153.Superseded values are not recommended for survey control.
 FQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0153.See file dsdata.txt to determine how the superseded data were derived.
 FQ0153
 FQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE106288(NAD 83)
 FQ0153_MARKER: DB = BENCH MARK DISK
 FQ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0153_STAMPING: D 71 1934
 FQ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0153+STABILITY: SURFACE MOTION
 FQ0153
 FQ0153  HISTORY     - Date     Condition        Report By
 FQ0153  HISTORY     - 1934     MONUMENTED       CGS
 FQ0153  HISTORY     - 1955     MARK NOT FOUND   USGS
 FQ0153
 FQ0153                          STATION DESCRIPTION
 FQ0153
 FQ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0153'20.4 MI NE FROM LEUPP.
 FQ0153'ABOUT 20.4 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0153'COCONINO COUNTY, ABOUT 131 YARDS NORTH OF A DOUBLE 36-INCH
 FQ0153'GALVANIZED-IRON PIPE CULVERT, ABOUT 70 YARDS SOUTH OF A 48-INCH
 FQ0153'GALVANIZED-IRON PIPE CULVERT, AND 61 FEET EAST OF THE CENTER LINE OF
 FQ0153'THE HIGHWAY.  A STANDARD DISK, STAMPED D 71 1934 AND SET IN THE TOP OF
 FQ0153'A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.  NOTE-- IT WAS
 FQ0153'IN AN AREA WHERE LEVEES HAVE BEEN BUILT AND THE MARK COULD HAVE BEEN
 FQ0153'COVERED WITH SAND.
 FQ0153
 FQ0153                          STATION RECOVERY (1955)
 FQ0153
 FQ0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0332 ***********************************************************************
 FP0332  DESIGNATION -  D 73
 FP0332  PID         -  FP0332
 FP0332  STATE/COUNTY-  AZ/APACHE
 FP0332  USGS QUAD   -  STEAMBOAT ROCK (1972)
 FP0332
 FP0332                         *CURRENT SURVEY CONTROL
 FP0332  ___________________________________________________________________
 FP0332* NAD 83(1986)-  35 45 38.     (N)    109 45 26.     (W)     SCALED    
 FP0332* NAVD 88     -      2011.270  (meters)    6598.64   (feet)  ADJUSTED  
 FP0332  ___________________________________________________________________
 FP0332  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0332  DYNAMIC HT  -        2008.551 (meters)    6589.72  (feet)  COMP
 FP0332  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 FP0332
 FP0332  VERT ORDER  -  SECOND    CLASS 0
 FP0332
 FP0332.The horizontal coordinates were scaled from a topographic map and have
 FP0332.an estimated accuracy of +/- 6 seconds.
 FP0332
 FP0332.The orthometric height was determined by differential leveling
 FP0332.and adjusted in June 1991.
 FP0332
 FP0332.The geoid height was determined by GEOID03.
 FP0332
 FP0332.The dynamic height is computed by dividing the NAVD 88
 FP0332.geopotential number by the normal gravity value computed on the
 FP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0332.degrees latitude (g = 980.6199 gals.).
 FP0332
 FP0332.The modeled gravity was interpolated from observed gravity values.
 FP0332
 FP0332;                    North         East    Units  Estimated Accuracy
 FP0332;SPC AZ E     -   528,030.      250,390.      MT  (+/- 180 meters Scaled)
 FP0332
 FP0332                          SUPERSEDED SURVEY CONTROL
 FP0332
 FP0332  NGVD 29 (??/??/92) 2010.312  (m)         6595.50   (f) ADJ UNCH    2 0
 FP0332
 FP0332.Superseded values are not recommended for survey control.
 FP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0332.See file dsdata.txt to determine how the superseded data were derived.
 FP0332
 FP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE123581(NAD 83)
 FP0332_MARKER: DB = BENCH MARK DISK
 FP0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0332_STAMPING: D 73 1934
 FP0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0332+STABILITY: SURFACE MOTION
 FP0332
 FP0332  HISTORY     - Date     Condition        Report By
 FP0332  HISTORY     - 1934     MONUMENTED       CGS
 FP0332  HISTORY     - 1972     GOOD             USGS
 FP0332
 FP0332                          STATION DESCRIPTION
 FP0332
 FP0332'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0332'15.0 MI W FROM GANADO POST OFFICE.
 FP0332'FROM THE POST OFFICE AT GANADO, BM IS 15.0 MILES WEST OF, ALONG STATE
 FP0332'ROUTE NO. 264, 0.1 MILE EAST OF OLD JUNCTION OF OLD ROAD LEADING
 FP0332'NORTHEAST, AND 65 FT. NORTH OF CENTERLINE OF HIGHWAY OPPOSITE.  A
 FP0332'STANDARD DISK STAMPED D 73 1934 AND SET IN A CONCRETE POST ONE FOOT
 FP0332'BELOW HIGHWAY OPPOSITE.  NOTE-- IT APPEARS THAT THE LETTER D WAS
 FP0332'UNDERSTAMPED BY LETTER E CAUSING A BLUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0223 ***********************************************************************
 ER0223  DESIGNATION -  D 74
 ER0223  PID         -  ER0223
 ER0223  STATE/COUNTY-  AZ/APACHE
 ER0223  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0223
 ER0223                         *CURRENT SURVEY CONTROL
 ER0223  ___________________________________________________________________
 ER0223* NAD 83(1986)-  34 10 08.     (N)    109 04 03.     (W)     SCALED    
 ER0223* NAVD 88     -      2211.018  (meters)    7253.98   (feet)  ADJUSTED  
 ER0223  ___________________________________________________________________
 ER0223  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 ER0223  DYNAMIC HT  -        2207.608 (meters)    7242.79  (feet)  COMP
 ER0223  MODELED GRAV-     979,013.6   (mgal)                       NAVD 88
 ER0223
 ER0223  VERT ORDER  -  SECOND    CLASS 0
 ER0223
 ER0223.The horizontal coordinates were scaled from a topographic map and have
 ER0223.an estimated accuracy of +/- 6 seconds.
 ER0223
 ER0223.The orthometric height was determined by differential leveling
 ER0223.and adjusted in June 1991.
 ER0223
 ER0223.The geoid height was determined by GEOID03.
 ER0223
 ER0223.The dynamic height is computed by dividing the NAVD 88
 ER0223.geopotential number by the normal gravity value computed on the
 ER0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0223.degrees latitude (g = 980.6199 gals.).
 ER0223
 ER0223.The modeled gravity was interpolated from observed gravity values.
 ER0223
 ER0223;                    North         East    Units  Estimated Accuracy
 ER0223;SPC AZ E     -   351,930.      314,700.      MT  (+/- 180 meters Scaled)
 ER0223
 ER0223                          SUPERSEDED SURVEY CONTROL
 ER0223
 ER0223  NGVD 29 (??/??/92) 2210.071  (m)         7250.87   (f) ADJ UNCH    2 0
 ER0223
 ER0223.Superseded values are not recommended for survey control.
 ER0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0223.See file dsdata.txt to determine how the superseded data were derived.
 ER0223
 ER0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC781825(NAD 83)
 ER0223_MARKER: DB = BENCH MARK DISK
 ER0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0223_STAMPING: D-74 1934
 ER0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0223+STABILITY: SURFACE MOTION
 ER0223
 ER0223  HISTORY     - Date     Condition        Report By
 ER0223  HISTORY     - 1934     MONUMENTED       CGS
 ER0223
 ER0223                          STATION DESCRIPTION
 ER0223
 ER0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0223'14.3 MI E FROM SPRINGERVILLE.
 ER0223'14.3 MI EAST ON US HWY NO. 60.  1.2 MI WEST OF THE ARIZONA- NEW MEXICO
 ER0223'STATE LINE, 0.3 MI WEST OF A CONCRETE BRIDGE, 12 FEET NORTH OF A FENCE
 ER0223'LINE, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0275 ***********************************************************************
 CY0275  DESIGNATION -  D 75
 CY0275  PID         -  CY0275
 CY0275  STATE/COUNTY-  AZ/GREENLEE
 CY0275  USGS QUAD   -  DUNCAN (1986)
 CY0275
 CY0275                         *CURRENT SURVEY CONTROL
 CY0275  ___________________________________________________________________
 CY0275* NAD 83(1986)-  32 39 05.     (N)    109 04 17.     (W)     SCALED    
 CY0275* NAVD 88     -      1154.91   (+/-2cm)    3789.1    (feet)  VERTCON   
 CY0275  ___________________________________________________________________
 CY0275  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CY0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0275
 CY0275.The horizontal coordinates were scaled from a topographic map and have
 CY0275.an estimated accuracy of +/- 6 seconds.
 CY0275
 CY0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0275.The vertical order pertains to the NGVD 29 superseded value.
 CY0275
 CY0275.The geoid height was determined by GEOID03.
 CY0275
 CY0275;                    North         East    Units  Estimated Accuracy
 CY0275;SPC AZ E     -   183,620.      316,110.      MT  (+/- 180 meters Scaled)
 CY0275
 CY0275                          SUPERSEDED SURVEY CONTROL
 CY0275
 CY0275  NGVD 29 (??/??/92) 1154.224  (m)         3786.82   (f) ADJ UNCH    2 0
 CY0275
 CY0275.Superseded values are not recommended for survey control.
 CY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0275.See file dsdata.txt to determine how the superseded data were derived.
 CY0275
 CY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB808142(NAD 83)
 CY0275_MARKER: DB = BENCH MARK DISK
 CY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0275_STAMPING: D-75 1934
 CY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0275+STABILITY: SURFACE MOTION
 CY0275
 CY0275  HISTORY     - Date     Condition        Report By
 CY0275  HISTORY     - 1934     MONUMENTED       CGS
 CY0275
 CY0275                          STATION DESCRIPTION
 CY0275
 CY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0275'5.4 MI SE FROM DUNCAN.
 CY0275'5.4 MI. S.E. ALONG A. AND N.M. RY.  149 FT. N.W. OF MI. POST 1179, 35
 CY0275'FT. N.W. OF A TELEPHONE POLE, 75 FT. W. OF THE CENTER LINE OF THE
 CY0275'TRACK, AND 50 FT. W. OF THE CENTER LINE OF THE OLD DUNCAN LORDSBURG
 CY0275'HWY.  NOTE-- TO REACH FROM INTERSECTION OF HWY US 70 AND ARIZONA 75 IN
 CY0275'DUNCAN, ARIZONA, GO 4.5 MI (SSE) ON US HWY 70 TO JCT WITH DIRT ROAD,
 CY0275'TURN RIGHT (W) FOR 0.2 MI TO INTERSECTION OF DIRT ROADS, TURN LEFT (S)
 CY0275'THROUGH GATE AND GO 0.7 MI ON DIRT ROAD TO BM SITE ON (W) SIDE OF ROAD
 CY0275'BETWEEN ROAD AND RAILROAD.  MARK PROTRUDES 15.5 IN. ABOVE GROUND. BM
 CY0275'IS LOCATED 21.65 MI (E) OF NEAR TRACK.  12.77 M OF DIRT ROAD. 11.447 M
 CY0275'(NW) OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0390 ***********************************************************************
 CG0390  DESIGNATION -  D 76
 CG0390  PID         -  CG0390
 CG0390  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0390  USGS QUAD   -  TUBAC (1981)
 CG0390
 CG0390                         *CURRENT SURVEY CONTROL
 CG0390  ___________________________________________________________________
 CG0390* NAD 83(1986)-  31 35 54.     (N)    111 02 26.     (W)     SCALED    
 CG0390* NAVD 88     -       978.61   (+/-2cm)    3210.7    (feet)  VERTCON   
 CG0390  ___________________________________________________________________
 CG0390  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0390
 CG0390.The horizontal coordinates were scaled from a topographic map and have
 CG0390.an estimated accuracy of +/- 6 seconds.
 CG0390
 CG0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0390.The vertical order pertains to the NGVD 29 superseded value.
 CG0390
 CG0390.The geoid height was determined by GEOID03.
 CG0390
 CG0390;                    North         East    Units  Estimated Accuracy
 CG0390;SPC AZ C     -    66,670.      296,500.      MT  (+/- 180 meters Scaled)
 CG0390
 CG0390                          SUPERSEDED SURVEY CONTROL
 CG0390
 CG0390  NGVD 29 (??/??/92)  977.777  (m)         3207.92   (f) ADJ UNCH    1 2
 CG0390
 CG0390.Superseded values are not recommended for survey control.
 CG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0390.See file dsdata.txt to determine how the superseded data were derived.
 CG0390
 CG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV961959(NAD 83)
 CG0390_MARKER: DB = BENCH MARK DISK
 CG0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0390_STAMPING: D 76 1934
 CG0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0390+STABILITY: SURFACE MOTION
 CG0390
 CG0390  HISTORY     - Date     Condition        Report By
 CG0390  HISTORY     - 1934     MONUMENTED       CGS
 CG0390  HISTORY     - 1954     GOOD             NGS
 CG0390
 CG0390                          STATION DESCRIPTION
 CG0390
 CG0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0390'7.7 MI S FROM AMADO.
 CG0390'7.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0390'WATER TANK AT AMADO, 1.0 MILE SOUTH OF TUBAC, 1 POLE SOUTH OF MILEPOLE
 CG0390'1029, 35.5 FEET WEST OF THE WEST RAIL, 13.5 FEET EAST OF A FENCE, 4
 CG0390'1/2 FEET NORTH OF A TELEPHONE POLE, 1.7 FEET NORTHEAST OF A WITNESS
 CG0390'POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 CG0390'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0320 ***********************************************************************
 CG0320  DESIGNATION -  D 77
 CG0320  PID         -  CG0320
 CG0320  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0320  USGS QUAD   -  SONOITA (1983)
 CG0320
 CG0320                         *CURRENT SURVEY CONTROL
 CG0320  ___________________________________________________________________
 CG0320* NAD 83(1986)-  31 37 42.     (N)    110 42 54.     (W)     SCALED    
 CG0320* NAVD 88     -      1353.25   (+/-2cm)    4439.8    (feet)  VERTCON   
 CG0320  ___________________________________________________________________
 CG0320  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CG0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0320
 CG0320.The horizontal coordinates were scaled from a topographic map and have
 CG0320.an estimated accuracy of +/- 6 seconds.
 CG0320
 CG0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0320.The vertical order pertains to the NGVD 29 superseded value.
 CG0320
 CG0320.The geoid height was determined by GEOID03.
 CG0320
 CG0320;                    North         East    Units  Estimated Accuracy
 CG0320;SPC AZ C     -    70,290.      327,360.      MT  (+/- 180 meters Scaled)
 CG0320
 CG0320                          SUPERSEDED SURVEY CONTROL
 CG0320
 CG0320  NGVD 29 (??/??/92) 1352.347  (m)         4436.83   (f) ADJ UNCH    2 0
 CG0320
 CG0320.Superseded values are not recommended for survey control.
 CG0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0320.See file dsdata.txt to determine how the superseded data were derived.
 CG0320
 CG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV270992(NAD 83)
 CG0320_MARKER: DB = BENCH MARK DISK
 CG0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0320_STAMPING: D 77 1934
 CG0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0320+STABILITY: SURFACE MOTION
 CG0320
 CG0320  HISTORY     - Date     Condition        Report By
 CG0320  HISTORY     - 1934     MONUMENTED       CGS
 CG0320  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0320
 CG0320                          STATION DESCRIPTION
 CG0320
 CG0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0320'6.7 MI NE FROM PATAGONIA.
 CG0320'6.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0320'STATION AT PATAGONIA, SANTA CRUZ COUNTY, 6.3 MILES SOUTHWEST OF
 CG0320'SONOITA, 150 FEET NORTHEAST OF THE STATION SIGN AT ASHBURN, 9-1/2
 CG0320'POLES SOUTH OF MILEPOST 1088, 60 FEET SOUTHEAST OF CULVERT 1088 B, 27
 CG0320'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 25 FEET WEST OF A FENCE
 CG0320'LINE.  A STANDARD DISK, STAMPED D 77 1934 AND SET IN THE TOP OF A
 CG0320'CONCRETE POST.
 CG0320
 CG0320                          STATION RECOVERY (1998)
 CG0320
 CG0320'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0188 ***********************************************************************
 CF0188  DESIGNATION -  D 78
 CF0188  PID         -  CF0188
 CF0188  STATE/COUNTY-  AZ/COCHISE
 CF0188  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0188
 CF0188                         *CURRENT SURVEY CONTROL
 CF0188  ___________________________________________________________________
 CF0188* NAD 83(1986)-  31 44 30.     (N)    109 57 10.     (W)     SCALED    
 CF0188* NAVD 88     -      1501.80   (+/-2cm)    4927.2    (feet)  VERTCON   
 CF0188  ___________________________________________________________________
 CF0188  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CF0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0188
 CF0188.The horizontal coordinates were scaled from a topographic map and have
 CF0188.an estimated accuracy of +/- 6 seconds.
 CF0188
 CF0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0188.The vertical order pertains to the NGVD 29 superseded value.
 CF0188
 CF0188.The geoid height was determined by GEOID03.
 CF0188
 CF0188;                    North         East    Units  Estimated Accuracy
 CF0188;SPC AZ E     -    82,250.      233,630.      MT  (+/- 180 meters Scaled)
 CF0188
 CF0188                          SUPERSEDED SURVEY CONTROL
 CF0188
 CF0188  NGVD 29 (??/??/92) 1500.899  (m)         4924.20   (f) ADJ UNCH    2 0
 CF0188
 CF0188.Superseded values are not recommended for survey control.
 CF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0188.See file dsdata.txt to determine how the superseded data were derived.
 CF0188
 CF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA991122(NAD 83)
 CF0188_MARKER: DB = BENCH MARK DISK
 CF0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0188_STAMPING: D 78 1934
 CF0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0188+STABILITY: SURFACE MOTION
 CF0188
 CF0188  HISTORY     - Date     Condition        Report By
 CF0188  HISTORY     - 1934     MONUMENTED       CGS
 CF0188  HISTORY     - 20070504 MARK NOT FOUND   GEOCAC
 CF0188
 CF0188                          STATION DESCRIPTION
 CF0188
 CF0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0188'7.8 MI E FROM TOMBSTONE.
 CF0188'7.8 MILES EAST ALONG THE GLEASON ROAD FROM TOMBSTONE, COCHISE COUNTY,
 CF0188'8.2 MILES WEST OF GLEASON, 0.3 MILE EAST OF THE CROSSING OF A WASH,
 CF0188'125 YARDS WEST OF THE BEGINNING OF THE ASCENT UP A HILL, AND 40 FEET
 CF0188'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 78
 CF0188'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0188
 CF0188                          STATION RECOVERY (2007)
 CF0188
 CF0188'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CF0188'GLEESON ROAD IS A WIDE GRADED ROAD, AND 40 FEET SOUTH OF THE
 CF0188'CENTERLINE IS A RIDGE OF DIRT FROM THE GRADER. PROBED SOME AREAS ALONG
 CF0188'THE ROAD, BUT DID NOT FIND THE MARK. IT MAY BE BURIED UNDER THE DIRT
 CF0188'ALONG THE SIDE OF GLEESON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0145 ***********************************************************************
 CG0145  DESIGNATION -  D 79
 CG0145  PID         -  CG0145
 CG0145  STATE/COUNTY-  AZ/COCHISE
 CG0145  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0145
 CG0145                         *CURRENT SURVEY CONTROL
 CG0145  ___________________________________________________________________
 CG0145* NAD 83(1986)-  31 34 36.     (N)    110 08 20.     (W)     SCALED    
 CG0145* NAVD 88     -      1231.02   (+/-2cm)    4038.8    (feet)  VERTCON   
 CG0145  ___________________________________________________________________
 CG0145  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0145
 CG0145.The horizontal coordinates were scaled from a topographic map and have
 CG0145.an estimated accuracy of +/- 6 seconds.
 CG0145
 CG0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0145.The vertical order pertains to the NGVD 29 superseded value.
 CG0145
 CG0145.The geoid height was determined by GEOID03.
 CG0145
 CG0145;                    North         East    Units  Estimated Accuracy
 CG0145;SPC AZ E     -    63,930.      216,000.      MT  (+/- 180 meters Scaled)
 CG0145
 CG0145                          SUPERSEDED SURVEY CONTROL
 CG0145
 CG0145  NGVD 29 (??/??/92) 1230.205  (m)         4036.10   (f) ADJ UNCH    2 0
 CG0145
 CG0145.Superseded values are not recommended for survey control.
 CG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0145.See file dsdata.txt to determine how the superseded data were derived.
 CG0145
 CG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV817938(NAD 83)
 CG0145_MARKER: DB = BENCH MARK DISK
 CG0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0145_SP_SET: BRIDGE
 CG0145_STAMPING: D 79 1934
 CG0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0145
 CG0145  HISTORY     - Date     Condition        Report By
 CG0145  HISTORY     - 1934     MONUMENTED       CGS
 CG0145
 CG0145                          STATION DESCRIPTION
 CG0145
 CG0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0145'IN LEWIS SPRINGS.
 CG0145'AT LEWIS SPRINGS, COCHISE COUNTY, 300 YARDS SOUTHEAST OF THE SOUTHERN
 CG0145'PACIFIC CO. RAILROAD STATION, 1 POLE NORTHWEST OF MILEPOST 1059, AT
 CG0145'BRIDGE 1059, IN THE TOP OF THE NORTHEAST WINGWALL, 85 FEET EAST OF A
 CG0145'LINE OF POLES, AND 25 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK. A
 CG0145'STANDARD DISK, STAMPED D 79 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0210 ***********************************************************************
 DB0210  DESIGNATION -  D 8
 DB0210  PID         -  DB0210
 DB0210  STATE/COUNTY-  AZ/YUMA
 DB0210  USGS QUAD   -  YUMA EAST (1994)
 DB0210
 DB0210                         *CURRENT SURVEY CONTROL
 DB0210  ___________________________________________________________________
 DB0210* NAD 83(1986)-  32 43 21.     (N)    114 36 58.     (W)     SCALED    
 DB0210* NAVD 88     -        42.021  (meters)     137.86   (feet)  ADJUSTED  
 DB0210  ___________________________________________________________________
 DB0210  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DB0210  DYNAMIC HT  -          41.974 (meters)     137.71  (feet)  COMP
 DB0210  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DB0210
 DB0210  VERT ORDER  -  FIRST     CLASS II
 DB0210
 DB0210.The horizontal coordinates were scaled from a topographic map and have
 DB0210.an estimated accuracy of +/- 6 seconds.
 DB0210
 DB0210.The orthometric height was determined by differential leveling
 DB0210.and adjusted in June 1991.
 DB0210
 DB0210.The geoid height was determined by GEOID03.
 DB0210
 DB0210.The dynamic height is computed by dividing the NAVD 88
 DB0210.geopotential number by the normal gravity value computed on the
 DB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0210.degrees latitude (g = 980.6199 gals.).
 DB0210
 DB0210.The modeled gravity was interpolated from observed gravity values.
 DB0210
 DB0210;                    North         East    Units  Estimated Accuracy
 DB0210;SPC AZ W     -   191,320.      132,170.      MT  (+/- 180 meters Scaled)
 DB0210
 DB0210                          SUPERSEDED SURVEY CONTROL
 DB0210
 DB0210  NGVD 29 (??/??/??)   41.363  (m)          135.71   (f) ADJUSTED    1 2
 DB0210
 DB0210.Superseded values are not recommended for survey control.
 DB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0210.See file dsdata.txt to determine how the superseded data were derived.
 DB0210
 DB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS234230(NAD 83)
 DB0210_MARKER: DB = BENCH MARK DISK
 DB0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0210_SP_SET: BUILDING
 DB0210_STAMPING: 135.754 D 8 1927
 DB0210_MARK LOGO: CGS   
 DB0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0210+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2007
 DB0210
 DB0210  HISTORY     - Date     Condition        Report By
 DB0210  HISTORY     - 1927     MONUMENTED       CGS
 DB0210  HISTORY     - 1960     GOOD             NGS
 DB0210  HISTORY     - 1981     GOOD             NGS
 DB0210  HISTORY     - 1981     GOOD             NGS
 DB0210  HISTORY     - 19901007 GOOD             USPSQD
 DB0210  HISTORY     - 20050818 GOOD             INDIV
 DB0210  HISTORY     - 20060225 GOOD             GEOCAC
 DB0210  HISTORY     - 20060406 GOOD             INDIV
 DB0210  HISTORY     - 20070616 GOOD             GEOCAC
 DB0210
 DB0210                          STATION DESCRIPTION
 DB0210
 DB0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0210'AT YUMA.
 DB0210'AT YUMA, YUMA COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 DB0210'OF THIRD AND GILA STREETS, AT THE NORTHEAST CORNER OF HOTEL
 DB0210'DEL SOL, IN THE EAST FACE OF THE BUILDING, 5.0 FEET SOUTH OF THE
 DB0210'MAIN ENTRANCE, AND 4.0 FEET ABOVE THE SIDEWALK, AND SET
 DB0210'VERTICALLY.
 DB0210
 DB0210                          STATION RECOVERY (1981)
 DB0210
 DB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0210'RECOVERED IN GOOD CONDITION.
 DB0210
 DB0210                          STATION RECOVERY (1981)
 DB0210
 DB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0210'RECOVERED IN GOOD CONDITION.
 DB0210
 DB0210                          STATION RECOVERY (1990)
 DB0210
 DB0210'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB0210'RECOVERED IN GOOD CONDITION.
 DB0210
 DB0210                          STATION RECOVERY (2005)
 DB0210
 DB0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LRD)
 DB0210'THIS MARKER WAS RECOVERED BY THE CITY OF YUMA'S SURVEY CREW LEAD BY
 DB0210'LARRY R. DRESDEN, AZ.LS19329, AND TIED INTO THEIR CITYWIDE BENCHMARK
 DB0210'NETWORK. MARKER IS IN EXCELLENT CONDITION.  THE BUILDING INTO WHOSE
 DB0210'WALL IT WAS LOCATED HAS RECENTLY BEEN PURCHASED BY THE CITY OF YUMA
 DB0210'FOR A FUTURE HISTORICAL RESTORATION PROJECT, (TRANSPORTATION HUB), BUT
 DB0210'THERE ARE NO PLANS AT THIS TIME TO DISTURB THE MARKER.
 DB0210
 DB0210                          STATION RECOVERY (2006)
 DB0210
 DB0210'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0210'RECOVERED IN GOOD CONDITION AT ABOUT N 32  43.362 W 114  36.966, BY
 DB0210'HANSOHN. AT THE HOTEL DEL SOL (DEL MING). IT IS HIGHLIGHTED BY A BLACK
 DB0210'PAINTED SQARE TO THE SOUTH OF THE MAIN DOOR. COORDINATES ARE CLOSELY
 DB0210'ESTIMATED AS THE BENCHMARK IS UNDER A COVERED WALKWAY.
 DB0210
 DB0210                          STATION RECOVERY (2006)
 DB0210
 DB0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0210'THE VERTICAL BENCH MARK IS SET IN THE OUTSIDE EAST WALL OF THE HOTEL
 DB0210'DEL SOL WHICH WAS RECENTLY PURCHASED BY THE CITY OF YUMA AND IS
 DB0210'SCHEDULED FOR RENOVATION.
 DB0210
 DB0210                          STATION RECOVERY (2007)
 DB0210
 DB0210'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0210'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DB0210'THE DESCRIPTION   THE HOTEL DEL SOL IS ABANDONED AND BOARDED UP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0181 ***********************************************************************
 CF0181  DESIGNATION -  D 80
 CF0181  PID         -  CF0181
 CF0181  STATE/COUNTY-  AZ/COCHISE
 CF0181  USGS QUAD   -  ELFRIDA (1986)
 CF0181
 CF0181                         *CURRENT SURVEY CONTROL
 CF0181  ___________________________________________________________________
 CF0181* NAD 83(1986)-  31 39 59.     (N)    109 40 50.     (W)     SCALED    
 CF0181* NAVD 88     -      1261.07   (+/-2cm)    4137.4    (feet)  VERTCON   
 CF0181  ___________________________________________________________________
 CF0181  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0181
 CF0181.The horizontal coordinates were scaled from a topographic map and have
 CF0181.an estimated accuracy of +/- 6 seconds.
 CF0181
 CF0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0181.The vertical order pertains to the NGVD 29 superseded value.
 CF0181
 CF0181.The geoid height was determined by GEOID03.
 CF0181
 CF0181;                    North         East    Units  Estimated Accuracy
 CF0181;SPC AZ E     -    73,980.      259,460.      MT  (+/- 180 meters Scaled)
 CF0181
 CF0181                          SUPERSEDED SURVEY CONTROL
 CF0181
 CF0181  NGVD 29 (??/??/92) 1260.244  (m)         4134.65   (f) ADJ UNCH    2 0
 CF0181
 CF0181.Superseded values are not recommended for survey control.
 CF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0181.See file dsdata.txt to determine how the superseded data were derived.
 CF0181
 CF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA250042(NAD 83)
 CF0181_MARKER: DB = BENCH MARK DISK
 CF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0181_STAMPING: D 80 1934
 CF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0181+STABILITY: SURFACE MOTION
 CF0181
 CF0181  HISTORY     - Date     Condition        Report By
 CF0181  HISTORY     - 1934     MONUMENTED       CGS
 CF0181  HISTORY     - 1957     MARK NOT FOUND   NGS
 CF0181  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0181
 CF0181                          STATION DESCRIPTION
 CF0181
 CF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CF0181'1.1 MI S FROM ELFRIDA.
 CF0181'1.1 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM ELFRIDA, COCHISE COUNTY,
 CF0181'ABOUT 100 YARDS SOUTHEAST OF A SMALL ADOBE RANCH HOUSE, 152 FEET SOUTH
 CF0181'OF A CATTLEGUARD, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 CF0181'FEET EAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED D 80 1934 AND SET
 CF0181'IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIPTION PUTS THE MARK
 CF0181'INSIDE THE NEW HIGHWAY RIGHT-OF-WAY, WHICH HAS BEEN STRIPPED AND
 CF0181'GRADED.
 CF0181
 CF0181                          STATION RECOVERY (1980)
 CF0181
 CF0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0181'SEARCHED FOR NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0125 ***********************************************************************
 CF0125  DESIGNATION -  D 81
 CF0125  PID         -  CF0125
 CF0125  STATE/COUNTY-  AZ/COCHISE
 CF0125  USGS QUAD   -  BISBEE SE (1958)
 CF0125
 CF0125                         *CURRENT SURVEY CONTROL
 CF0125  ___________________________________________________________________
 CF0125* NAD 83(1986)-  31 20 16.     (N)    109 49 37.     (W)     SCALED    
 CF0125* NAVD 88     -      1391.27   (+/-2cm)    4564.5    (feet)  VERTCON   
 CF0125  ___________________________________________________________________
 CF0125  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CF0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0125
 CF0125.The horizontal coordinates were scaled from a topographic map and have
 CF0125.an estimated accuracy of +/- 6 seconds.
 CF0125
 CF0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0125.The vertical order pertains to the NGVD 29 superseded value.
 CF0125
 CF0125.The geoid height was determined by GEOID03.
 CF0125
 CF0125;                    North         East    Units  Estimated Accuracy
 CF0125;SPC AZ E     -    37,500.      245,690.      MT  (+/- 180 meters Scaled)
 CF0125
 CF0125                          SUPERSEDED SURVEY CONTROL
 CF0125
 CF0125  NGVD 29 (??/??/92) 1390.440  (m)         4561.80   (f) ADJ UNCH    2 0
 CF0125
 CF0125.Superseded values are not recommended for survey control.
 CF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0125.See file dsdata.txt to determine how the superseded data were derived.
 CF0125
 CF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV115676(NAD 83)
 CF0125_MARKER: DB = BENCH MARK DISK
 CF0125_SETTING: 80 = SET IN A BOULDER
 CF0125_SP_SET: BOULDER
 CF0125_STAMPING: D 81 1934
 CF0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0125+STABILITY: SURFACE MOTION
 CF0125
 CF0125  HISTORY     - Date     Condition        Report By
 CF0125  HISTORY     - 1934     MONUMENTED       CGS
 CF0125
 CF0125                          STATION DESCRIPTION
 CF0125
 CF0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0125'7.7 MI E FROM NACO.
 CF0125'7.7 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0125'STATION AT NACO, COCHISE COUNTY, 0.3 MILE WEST OF MILEPOST 1089, AT
 CF0125'THE FOOT OF A 20-FOOT SANDSTONE CLIFF, 9 RAILS WEST OF THE WEST
 CF0125'ENTRANCE OF THE CROOK TUNNEL, 8 FEET SOUTH OF THE CENTERLINE OF THE
 CF0125'TRACK, AND IN THE TOP OF A SANDSTONE BOULDER.  A STANDARD DISK,
 CF0125'STAMPED D 81 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0068 ***********************************************************************
 CF0068  DESIGNATION -  D 82
 CF0068  PID         -  CF0068
 CF0068  STATE/COUNTY-  AZ/COCHISE
 CF0068  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0068
 CF0068                         *CURRENT SURVEY CONTROL
 CF0068  ___________________________________________________________________
 CF0068* NAD 83(1986)-  31 32 25.     (N)    109 17 12.     (W)     SCALED    
 CF0068* NAVD 88     -      1396.12   (+/-2cm)    4580.4    (feet)  VERTCON   
 CF0068  ___________________________________________________________________
 CF0068  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CF0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0068
 CF0068.The horizontal coordinates were scaled from a topographic map and have
 CF0068.an estimated accuracy of +/- 6 seconds.
 CF0068
 CF0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0068.The vertical order pertains to the NGVD 29 superseded value.
 CF0068
 CF0068.The geoid height was determined by GEOID03.
 CF0068
 CF0068;                    North         East    Units  Estimated Accuracy
 CF0068;SPC AZ E     -    60,230.      296,920.      MT  (+/- 180 meters Scaled)
 CF0068
 CF0068                          SUPERSEDED SURVEY CONTROL
 CF0068
 CF0068  NGVD 29 (??/??/92) 1395.239  (m)         4577.55   (f) ADJ UNCH    2 0
 CF0068
 CF0068.Superseded values are not recommended for survey control.
 CF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0068.See file dsdata.txt to determine how the superseded data were derived.
 CF0068
 CF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV626907(NAD 83)
 CF0068_MARKER: DB = BENCH MARK DISK
 CF0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0068_STAMPING: D-82 1934
 CF0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0068+STABILITY: SURFACE MOTION
 CF0068
 CF0068  HISTORY     - Date     Condition        Report By
 CF0068  HISTORY     - 1934     MONUMENTED       CGS
 CF0068  HISTORY     - 1935     GOOD             NGS
 CF0068  HISTORY     - 1957     POOR             DOD
 CF0068  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0068
 CF0068                          STATION DESCRIPTION
 CF0068
 CF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0068'14.4 MI SW FROM APACHE.
 CF0068'14.4 MI. SW. OF DEPOT ALONG THE S.P.R.R., 3 3/4 POLES S.W. OF MILE
 CF0068'POST NO. 1133, 60 FT. S. OF THE CENTER LINE OF TRACK, 47 FT. N.W. OF
 CF0068'THE CENTER LINE OF U.S. NO. 80, AND 2 FT. N.W. OF WIRE FENCE. NOTE--
 CF0068'MARK APPEARS TO HAVE BEEN HIT BY A BLADE AND THE TOP TILTED ABOUT 3
 CF0068'INCH.
 CF0068
 CF0068                          STATION RECOVERY (1957)
 CF0068
 CF0068'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 CF0068'MARK RECOVERED IN POOR CONDITION.
 CF0068
 CF0068                          STATION RECOVERY (1981)
 CF0068
 CF0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1117 ***********************************************************************
 CZ1117  DESIGNATION -  D 83
 CZ1117  PID         -  CZ1117
 CZ1117  STATE/COUNTY-  AZ/PINAL
 CZ1117  USGS QUAD   -  STANFIELD (1992)
 CZ1117
 CZ1117                         *CURRENT SURVEY CONTROL
 CZ1117  ___________________________________________________________________
 CZ1117* NAD 83(1986)-  32 52 44.     (N)    111 59 50.     (W)     SCALED    
 CZ1117* NAVD 88     -       399.59   (+/-2cm)    1311.0    (feet)  VERTCON   
 CZ1117  ___________________________________________________________________
 CZ1117  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1117
 CZ1117.The horizontal coordinates were scaled from a topographic map and have
 CZ1117.an estimated accuracy of +/- 6 seconds.
 CZ1117
 CZ1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1117.The vertical order pertains to the NGVD 29 superseded value.
 CZ1117
 CZ1117.The geoid height was determined by GEOID03.
 CZ1117
 CZ1117;                    North         East    Units  Estimated Accuracy
 CZ1117;SPC AZ C     -   208,320.      205,820.      MT  (+/- 180 meters Scaled)
 CZ1117
 CZ1117                          SUPERSEDED SURVEY CONTROL
 CZ1117
 CZ1117  NGVD 29 (??/??/92)  399.01   (m)         1309.1    (f) COMPUTED    2 0
 CZ1117
 CZ1117.Superseded values are not recommended for survey control.
 CZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1117.See file dsdata.txt to determine how the superseded data were derived.
 CZ1117
 CZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067383(NAD 83)
 CZ1117_MARKER: DB = BENCH MARK DISK
 CZ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1117_STAMPING: D 83 1935
 CZ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1117+STABILITY: SURFACE MOTION
 CZ1117
 CZ1117  HISTORY     - Date     Condition        Report By
 CZ1117  HISTORY     - 1935     MONUMENTED       CGS
 CZ1117  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ1117
 CZ1117                          STATION DESCRIPTION
 CZ1117
 CZ1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1117'IN CASA GRANDE.
 CZ1117'1.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1117'STANFIELD, PINAL COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH, 90
 CZ1117'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 50 FEET NORTH OF THE
 CZ1117'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 83 1935 AND SET
 CZ1117'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1238 ***********************************************************************
 CZ1238  DESIGNATION -  D 84
 CZ1238  PID         -  CZ1238
 CZ1238  STATE/COUNTY-  AZ/PINAL
 CZ1238  USGS QUAD   -  CHUICHU (1992)
 CZ1238
 CZ1238                         *CURRENT SURVEY CONTROL
 CZ1238  ___________________________________________________________________
 CZ1238* NAD 83(1986)-  32 49 14.     (N)    111 45 26.     (W)     SCALED    
 CZ1238* NAVD 88     -       434.97   (+/-2cm)    1427.1    (feet)  VERTCON   
 CZ1238  ___________________________________________________________________
 CZ1238  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ1238  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1238
 CZ1238.The horizontal coordinates were scaled from a topographic map and have
 CZ1238.an estimated accuracy of +/- 6 seconds.
 CZ1238
 CZ1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1238.The vertical order pertains to the NGVD 29 superseded value.
 CZ1238
 CZ1238.The geoid height was determined by GEOID03.
 CZ1238
 CZ1238;                    North         East    Units  Estimated Accuracy
 CZ1238;SPC AZ C     -   201,860.      228,290.      MT  (+/- 180 meters Scaled)
 CZ1238
 CZ1238                          SUPERSEDED SURVEY CONTROL
 CZ1238
 CZ1238  NGVD 29 (??/??/92)  434.368  (m)         1425.09   (f) ADJ UNCH    1 2
 CZ1238
 CZ1238.Superseded values are not recommended for survey control.
 CZ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1238.See file dsdata.txt to determine how the superseded data were derived.
 CZ1238
 CZ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291316(NAD 83)
 CZ1238_MARKER: DB = BENCH MARK DISK
 CZ1238_SETTING: 0 = UNSPECIFIED SETTING
 CZ1238_STAMPING: D 84 1935
 CZ1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1238
 CZ1238  HISTORY     - Date     Condition        Report By
 CZ1238  HISTORY     - 1935     MONUMENTED       CGS
 CZ1238  HISTORY     - 1948     GOOD             NGS
 CZ1238  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1238  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ1238
 CZ1238                          STATION DESCRIPTION
 CZ1238
 CZ1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1238'3.8 MI S FROM CASA GRANDE.
 CZ1238'AT A POINT WHERE THE MAIN ROAD MAKES A SHARP TURN TO THE WEST, 110
 CZ1238'FEET S OF THE CENTERLINE OF THE ROAD, AND 28 FEET W OF THE CENTERLINE
 CZ1238'OF A DIM ROAD CONTINUING TO THE SOUTH.
 CZ1238
 CZ1238                          STATION RECOVERY (1966)
 CZ1238
 CZ1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1238'MARK NOT FOUND.
 CZ1238
 CZ1238                          STATION RECOVERY (2007)
 CZ1238
 CZ1238'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1238'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE ROAD TO THE
 CZ1238'SOUTH HAS BEEN WIDENED AND IMPROVED, AND THE MARK WAS LIKELY DESTROYED
 CZ1238'BY CONSTRUCTION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0033 ***********************************************************************
 DA0033  DESIGNATION -  D 86
 DA0033  PID         -  DA0033
 DA0033  STATE/COUNTY-  AZ/PINAL
 DA0033  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0033
 DA0033                         *CURRENT SURVEY CONTROL
 DA0033  ___________________________________________________________________
 DA0033* NAD 83(1986)-  32 37 16.     (N)    112 08 23.     (W)     SCALED    
 DA0033* NAVD 88     -       668.70   (+/-2cm)    2193.9    (feet)  VERTCON   
 DA0033  ___________________________________________________________________
 DA0033  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0033
 DA0033.The horizontal coordinates were scaled from a topographic map and have
 DA0033.an estimated accuracy of +/- 6 seconds.
 DA0033
 DA0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0033.The vertical order pertains to the NGVD 29 superseded value.
 DA0033
 DA0033.The geoid height was determined by GEOID03.
 DA0033
 DA0033;                    North         East    Units  Estimated Accuracy
 DA0033;SPC AZ C     -   179,760.      192,430.      MT  (+/- 180 meters Scaled)
 DA0033
 DA0033                          SUPERSEDED SURVEY CONTROL
 DA0033
 DA0033  NGVD 29 (??/??/92)  668.023  (m)         2191.67   (f) ADJ UNCH    2 0
 DA0033
 DA0033.Superseded values are not recommended for survey control.
 DA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0033.See file dsdata.txt to determine how the superseded data were derived.
 DA0033
 DA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB930098(NAD 83)
 DA0033_MARKER: DB = BENCH MARK DISK
 DA0033_SETTING: 80 = SET IN A BOULDER
 DA0033_SP_SET: BOULDER
 DA0033_STAMPING: D 86 1935
 DA0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0033+STABILITY: SURFACE MOTION
 DA0033
 DA0033  HISTORY     - Date     Condition        Report By
 DA0033  HISTORY     - 1935     MONUMENTED       CGS
 DA0033  HISTORY     - 1952     GOOD             NGS
 DA0033
 DA0033                          STATION DESCRIPTION
 DA0033
 DA0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0033'1.7 MI W FROM BITTER WELL.
 DA0033'1.7 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, ABOUT
 DA0033'105 YARDS NORTHEAST OF A SUMMIT, ON THE SOUTHEAST SLOPE OF A MOUNTAIN,
 DA0033'SET IN THE TOP OF A 2 FEET BY 2 FEET LAVA BOULDER, PROJECTING 1 FOOT
 DA0033'ABOVE THE GROUND, 19 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0033'8.2 FEET NORTHEAST OF A SMALL PALO VERDE TREE BEARING A UNITED STATES
 DA0033'GEOLOGICAL SURVEY METAL TAG, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0034 ***********************************************************************
 DA0034  DESIGNATION -  D 86 RM
 DA0034  PID         -  DA0034
 DA0034  STATE/COUNTY-  AZ/PINAL
 DA0034  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0034
 DA0034                         *CURRENT SURVEY CONTROL
 DA0034  ___________________________________________________________________
 DA0034* NAD 83(1986)-  32 37 15.     (N)    112 08 25.     (W)     SCALED    
 DA0034* NAVD 88     -       672.04   (+/-2cm)    2204.9    (feet)  VERTCON   
 DA0034  ___________________________________________________________________
 DA0034  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0034
 DA0034.The horizontal coordinates were scaled from a topographic map and have
 DA0034.an estimated accuracy of +/- 6 seconds.
 DA0034
 DA0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0034.The vertical order pertains to the NGVD 29 superseded value.
 DA0034
 DA0034.The geoid height was determined by GEOID03.
 DA0034
 DA0034;                    North         East    Units  Estimated Accuracy
 DA0034;SPC AZ C     -   179,730.      192,380.      MT  (+/- 180 meters Scaled)
 DA0034
 DA0034                          SUPERSEDED SURVEY CONTROL
 DA0034
 DA0034  NGVD 29 (??/??/92)  671.368  (m)         2202.65   (f) ADJ UNCH    2 0
 DA0034
 DA0034.Superseded values are not recommended for survey control.
 DA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0034.See file dsdata.txt to determine how the superseded data were derived.
 DA0034
 DA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB930098(NAD 83)
 DA0034_MARKER: Q = CHISELED SQUARE
 DA0034_SETTING: 66 = SET IN ROCK OUTCROP
 DA0034_SP_SET: LAVA ROCK
 DA0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0034+STABILITY: POSITION/ELEVATION WELL
 DA0034
 DA0034  HISTORY     - Date     Condition        Report By
 DA0034  HISTORY     - UNK      MONUMENTED       USGS
 DA0034  HISTORY     - 1952     GOOD             NGS
 DA0034
 DA0034                          STATION DESCRIPTION
 DA0034
 DA0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0034'1.8 MI W FROM BITTER WELL.
 DA0034'1.8 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL AT THE
 DA0034'SUMMIT OF A MOUNTAIN PASS, A CHISELED SQUARE IN THE TOP OF A 1 FOOT
 DA0034'SQUARE EMBEDED LAVA ROCK PROJECTING 0.3 FOOT ABOVE THE GROUND, ABOUT
 DA0034'105 YARDS SOUTHWEST OF B.M.D 86, 27 1/2 FEET SOUTHEAST OF THE CENTER
 DA0034'LINE OF THE ROAD, 7 FEET NORTHEAST OF A CAIRN, AND ABOUT LEVEL WITH
 DA0034'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1133 ***********************************************************************
 CZ1133  DESIGNATION -  D 88
 CZ1133  PID         -  CZ1133
 CZ1133  STATE/COUNTY-  AZ/PINAL
 CZ1133  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1133
 CZ1133                         *CURRENT SURVEY CONTROL
 CZ1133  ___________________________________________________________________
 CZ1133* NAD 83(1986)-  32 47 47.     (N)    111 57 48.     (W)     SCALED    
 CZ1133* NAVD 88     -       434.01   (+/-2cm)    1423.9    (feet)  VERTCON   
 CZ1133  ___________________________________________________________________
 CZ1133  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1133
 CZ1133.The horizontal coordinates were scaled from a topographic map and have
 CZ1133.an estimated accuracy of +/- 6 seconds.
 CZ1133
 CZ1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1133.The vertical order pertains to the NGVD 29 superseded value.
 CZ1133
 CZ1133.The geoid height was determined by GEOID03.
 CZ1133
 CZ1133;                    North         East    Units  Estimated Accuracy
 CZ1133;SPC AZ C     -   199,170.      208,990.      MT  (+/- 180 meters Scaled)
 CZ1133
 CZ1133                          SUPERSEDED SURVEY CONTROL
 CZ1133
 CZ1133  NGVD 29 (??/??/92)  433.405  (m)         1421.93   (f) ADJ UNCH    2 0
 CZ1133
 CZ1133.Superseded values are not recommended for survey control.
 CZ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1133.See file dsdata.txt to determine how the superseded data were derived.
 CZ1133
 CZ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098291(NAD 83)
 CZ1133_MARKER: DB = BENCH MARK DISK
 CZ1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1133_STAMPING: D 88 1935
 CZ1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1133+STABILITY: SURFACE MOTION
 CZ1133
 CZ1133  HISTORY     - Date     Condition        Report By
 CZ1133  HISTORY     - 1935     MONUMENTED       CGS
 CZ1133  HISTORY     - 1951     GOOD             NGS
 CZ1133
 CZ1133                          STATION DESCRIPTION
 CZ1133
 CZ1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1133'9.1 MI N FROM COCKLEBUR.
 CZ1133'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1133'VILLAGE OF COCKLEBUR, THENCE 2.0 MILES WEST ALONG THE NORTH BOUNDARY
 CZ1133'FENCE OF THE PAPAGO INDIAN RESERVATION, THENCE 2.9 MILES NORTH ALONG A
 CZ1133'GRADED ROAD, 9.2 MILES SOUTH OF STANFIELD, AT THE T JUNCTION OF A
 CZ1133'GRADED ROAD LEADING EAST, 39 FEET SOUTH OF THE PROLONGATION OF THE
 CZ1133'CENTER LINE OF THE ROAD EAST, 28 1/2 FEET WEST OF THE CENTER LINE OF
 CZ1133'THE GRADED ROAD, 1.4 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 CZ1133'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 1
 CZ1133'1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0003 ***********************************************************************
 DA0003  DESIGNATION -  D 89
 DA0003  PID         -  DA0003
 DA0003  STATE/COUNTY-  AZ/MARICOPA
 DA0003  USGS QUAD   -  CONLEY WELL (1979)
 DA0003
 DA0003                         *CURRENT SURVEY CONTROL
 DA0003  ___________________________________________________________________
 DA0003* NAD 83(1986)-  32 53 05.     (N)    112 17 21.     (W)     SCALED    
 DA0003* NAVD 88     -       518.89   (+/-2cm)    1702.4    (feet)  VERTCON   
 DA0003  ___________________________________________________________________
 DA0003  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0003
 DA0003.The horizontal coordinates were scaled from a topographic map and have
 DA0003.an estimated accuracy of +/- 6 seconds.
 DA0003
 DA0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0003.The vertical order pertains to the NGVD 29 superseded value.
 DA0003
 DA0003.The geoid height was determined by GEOID03.
 DA0003
 DA0003;                    North         East    Units  Estimated Accuracy
 DA0003;SPC AZ C     -   209,030.      178,510.      MT  (+/- 180 meters Scaled)
 DA0003
 DA0003                          SUPERSEDED SURVEY CONTROL
 DA0003
 DA0003  NGVD 29 (??/??/92)  518.245  (m)         1700.28   (f) ADJ UNCH    2 0
 DA0003
 DA0003.Superseded values are not recommended for survey control.
 DA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0003.See file dsdata.txt to determine how the superseded data were derived.
 DA0003
 DA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB794392(NAD 83)
 DA0003_MARKER: DB = BENCH MARK DISK
 DA0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0003_STAMPING: D 89 1935
 DA0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0003+STABILITY: SURFACE MOTION
 DA0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0003+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0003
 DA0003  HISTORY     - Date     Condition        Report By
 DA0003  HISTORY     - 1935     MONUMENTED       CGS
 DA0003  HISTORY     - 1977     GOOD             USGS
 DA0003  HISTORY     - 20080418 GOOD             GEOCAC
 DA0003
 DA0003                          STATION DESCRIPTION
 DA0003
 DA0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0003'28.2 MI NE FROM GILA.
 DA0003'28.2 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0003'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0003'MILES EAST ALONG STATE HIGHWAY 84, THENCE 2.9 MILES NORTH ALONG A DIRT
 DA0003'ROAD LEADING TO MOBILE.  IT IS 0.5 MILE NORTH OF A RANCH HOUSE, 60
 DA0003'FEET SOUTH OF A SMALL SAND WASH, AND 18 FEET EAST OF THE CENTERLINE OF
 DA0003'THE ROAD.  A STANDARD DISK, STAMPED D 89 1935 AND SET IN THE TOP OF A
 DA0003'CONCRETE POST.
 DA0003
 DA0003                          STATION RECOVERY (1977)
 DA0003
 DA0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0003'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0003'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0003'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0003'LINE RD. FOR 0.25 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0003'THENCE S. ALONG A SECTION LINE RD. FOR 0.3 MI. THE MARK LIES E. OF
 DA0003'THE RD., ABOUT 275 FT N. OF SEC COR 19/T6S/RIE.
 DA0003
 DA0003                          STATION RECOVERY (2008)
 DA0003
 DA0003'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0003'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0003'32 53 05.4 (N)   112 17 21.9 (W)  (NAD 83).
 DA0003' 
 DA0003'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF VEKOL ROAD
 DA0003'AND INTERSTATE HIGHWAY 8 TAKE VEKOL HIGHWAY NORTH FOR 1.9 MILES TO
 DA0003'VISTA AVENUE. TURN LEFT ON VISTA AVENUE AND GO WEST THROUGH THE GATE
 DA0003'AND ON THE INCREASINGLY DIM TRACK ROAD FOR 1.9 MILES TO ANOTHER DIM
 DA0003'TRACK ROAD. TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.1
 DA0003'MILES TO ANOTHER DIM TRACK ROAD.
 DA0003'TURN LEFT AND GO WEST ON THE DIM TRACK TOAD FOR 0.1 MILES TO A DIRT
 DA0003'ROAD. TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR 1.0 MILES TO THE
 DA0003'STATION ON THE RIGHT. TRAVEL WITH A HIGH CLEARANCE VEHICLE IS
 DA0003'RECOMMENDED ON THE DIM ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1033 ***********************************************************************
 DA1033  DESIGNATION -  D 9
 DA1033  PID         -  DA1033
 DA1033  STATE/COUNTY-  AZ/YUMA
 DA1033  USGS QUAD   -  TEXAS HILL (1982)
 DA1033
 DA1033                         *CURRENT SURVEY CONTROL
 DA1033  ___________________________________________________________________
 DA1033* NAD 83(1986)-  32 50 13.     (N)    113 44 55.     (W)     SCALED    
 DA1033* NAVD 88     -       103.46   (+/-2cm)     339.4    (feet)  VERTCON   
 DA1033  ___________________________________________________________________
 DA1033  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA1033  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1033
 DA1033.The horizontal coordinates were scaled from a topographic map and have
 DA1033.an estimated accuracy of +/- 6 seconds.
 DA1033
 DA1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1033.The vertical order pertains to the NGVD 29 superseded value.
 DA1033
 DA1033.The geoid height was determined by GEOID03.
 DA1033
 DA1033;                    North         East    Units  Estimated Accuracy
 DA1033;SPC AZ W     -   203,680.      213,490.      MT  (+/- 180 meters Scaled)
 DA1033
 DA1033                          SUPERSEDED SURVEY CONTROL
 DA1033
 DA1033  NGVD 29 (??/??/92)  102.835  (m)          337.38   (f) ADJ UNCH    1 2
 DA1033
 DA1033.Superseded values are not recommended for survey control.
 DA1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1033.See file dsdata.txt to determine how the superseded data were derived.
 DA1033
 DA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB427365(NAD 83)
 DA1033_MARKER: DB = BENCH MARK DISK
 DA1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1033_STAMPING: 337.384 D 9 1927
 DA1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1033+STABILITY: SURFACE MOTION
 DA1033
 DA1033  HISTORY     - Date     Condition        Report By
 DA1033  HISTORY     - 1927     MONUMENTED       CGS
 DA1033  HISTORY     - 1935     GOOD             NGS
 DA1033
 DA1033                          STATION DESCRIPTION
 DA1033
 DA1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1033'26.3 MI NE FROM WELLTON.
 DA1033'26.3 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1033'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1033'COUNTY, 9 POLES NORTHEAST OF MILEPOST 796, 2 POLES SOUTHWEST OF BRIDGE
 DA1033'796.36, AT A ROAD CROSSING, 70 FEET NORTHWEST OF THE CENTERLINE OF THE
 DA1033'TRACK, 10 FEET EAST OF A POLE, 3 FEET SOUTHEAST OF A ROW OF POLES,
 DA1033'JUST INSIDE THE RIGHT OF WAY FENCE, AND 2 FEET LOWER THAN THE TRACK. A
 DA1033'STANDARD DISK, STAMPED 337.384 D 9 1927 AND SET IN THE TOP OF A
 DA1033'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0282 ***********************************************************************
 DA0282  DESIGNATION -  D 90
 DA0282  PID         -  DA0282
 DA0282  STATE/COUNTY-  AZ/PIMA
 DA0282  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0282
 DA0282                         *CURRENT SURVEY CONTROL
 DA0282  ___________________________________________________________________
 DA0282* NAD 83(1986)-  32 22 27.     (N)    112 10 39.     (W)     SCALED    
 DA0282* NAVD 88     -       639.37   (+/-2cm)    2097.7    (feet)  VERTCON   
 DA0282  ___________________________________________________________________
 DA0282  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0282
 DA0282.The horizontal coordinates were scaled from a topographic map and have
 DA0282.an estimated accuracy of +/- 6 seconds.
 DA0282
 DA0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0282.The vertical order pertains to the NGVD 29 superseded value.
 DA0282
 DA0282.The geoid height was determined by GEOID03.
 DA0282
 DA0282;                    North         East    Units  Estimated Accuracy
 DA0282;SPC AZ C     -   152,380.      188,820.      MT  (+/- 180 meters Scaled)
 DA0282
 DA0282                          SUPERSEDED SURVEY CONTROL
 DA0282
 DA0282  NGVD 29 (??/??/92)  638.706  (m)         2095.49   (f) ADJ UNCH    2 0
 DA0282
 DA0282.Superseded values are not recommended for survey control.
 DA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0282.See file dsdata.txt to determine how the superseded data were derived.
 DA0282
 DA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA892825(NAD 83)
 DA0282_MARKER: DB = BENCH MARK DISK
 DA0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0282_STAMPING: D 90 1935
 DA0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0282+STABILITY: SURFACE MOTION
 DA0282
 DA0282  HISTORY     - Date     Condition        Report By
 DA0282  HISTORY     - 1935     MONUMENTED       CGS
 DA0282  HISTORY     - 1952     GOOD             NGS
 DA0282
 DA0282                          STATION DESCRIPTION
 DA0282
 DA0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0282'9.35 MI NW FROM SANTA ROSA.
 DA0282'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0282'SANTA ROSA, THENCE 7.35 MILES WEST ALONG A GRADED ROAD, THENCE 0.4
 DA0282'MILE NORTH ALONG A TRACK ROAD, 9.4 MILES SOUTHEAST OF THE WATER TANK
 DA0282'AT VENTANA, ABOUT 300 YARDS NORTH OF THE CROSSING OF A DEEP SANDY
 DA0282'WASH, AT A MESQUITE COVERED FLAT, ABOUT 65 YARDS SOUTH OF A ROCK
 DA0282'COVERED CLEARING, 11 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL
 DA0282'WITH THE ROAD, 2.7 FEET SOUTH OF A WITNESS POST, AND SET IN A CONCRETE
 DA0282'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0930 ***********************************************************************
 CZ0930  DESIGNATION -  D 91
 CZ0930  PID         -  CZ0930
 CZ0930  STATE/COUNTY-  AZ/PIMA
 CZ0930  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0930
 CZ0930                         *CURRENT SURVEY CONTROL
 CZ0930  ___________________________________________________________________
 CZ0930* NAD 83(1986)-  32 18 08.     (N)    111 51 36.     (W)     SCALED    
 CZ0930* NAVD 88     -       575.98   (+/-2cm)    1889.7    (feet)  VERTCON   
 CZ0930  ___________________________________________________________________
 CZ0930  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CZ0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0930
 CZ0930.The horizontal coordinates were scaled from a topographic map and have
 CZ0930.an estimated accuracy of +/- 6 seconds.
 CZ0930
 CZ0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0930.The vertical order pertains to the NGVD 29 superseded value.
 CZ0930
 CZ0930.The geoid height was determined by GEOID03.
 CZ0930
 CZ0930;                    North         East    Units  Estimated Accuracy
 CZ0930;SPC AZ C     -   144,380.      218,700.      MT  (+/- 180 meters Scaled)
 CZ0930
 CZ0930                          SUPERSEDED SURVEY CONTROL
 CZ0930
 CZ0930  NGVD 29 (??/??/92)  575.365  (m)         1887.68   (f) ADJ UNCH    2 0
 CZ0930
 CZ0930.Superseded values are not recommended for survey control.
 CZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0930.See file dsdata.txt to determine how the superseded data were derived.
 CZ0930
 CZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA190742(NAD 83)
 CZ0930_MARKER: DB = BENCH MARK DISK
 CZ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0930_STAMPING: D 91 1935
 CZ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0930+STABILITY: SURFACE MOTION
 CZ0930
 CZ0930  HISTORY     - Date     Condition        Report By
 CZ0930  HISTORY     - 1935     MONUMENTED       CGS
 CZ0930  HISTORY     - 1952     GOOD             NGS
 CZ0930
 CZ0930                          STATION DESCRIPTION
 CZ0930
 CZ0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0930'10.75 MI E FROM SANTA ROSA.
 CZ0930'10.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0930'APPROXIMATLY 1 MILE SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A HUGE RED
 CZ0930'MOUNTAIN, 0.6 MILE EAST OF THE SOUTHEAST CORNER OF A FENCE LINE, ABOUT
 CZ0930'0.1 MILE WEST OF A POINT WHERE THE ROAD PASSES AMONG NUMEROUS GIANT
 CZ0930'SAQUAROS, 69 FEET EAST OF A LONE IRONWOOD TREE, 21 FEET NORTH OF THE
 CZ0930'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.2 FEET SOUTH OF A
 CZ0930'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0155 ***********************************************************************
 DA0155  DESIGNATION -  D 93
 DA0155  PID         -  DA0155
 DA0155  STATE/COUNTY-  AZ/MARICOPA
 DA0155  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0155
 DA0155                         *CURRENT SURVEY CONTROL
 DA0155  ___________________________________________________________________
 DA0155* NAD 83(1986)-  32 49 02.     (N)    112 14 55.     (W)     SCALED    
 DA0155* NAVD 88     -       547.95   (+/-2cm)    1797.7    (feet)  VERTCON   
 DA0155  ___________________________________________________________________
 DA0155  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0155
 DA0155.The horizontal coordinates were scaled from a topographic map and have
 DA0155.an estimated accuracy of +/- 6 seconds.
 DA0155
 DA0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0155.The vertical order pertains to the NGVD 29 superseded value.
 DA0155
 DA0155.The geoid height was determined by GEOID03.
 DA0155
 DA0155;                    North         East    Units  Estimated Accuracy
 DA0155;SPC AZ C     -   201,530.      182,280.      MT  (+/- 180 meters Scaled)
 DA0155
 DA0155                          SUPERSEDED SURVEY CONTROL
 DA0155
 DA0155  NGVD 29 (??/??/92)  547.304  (m)         1795.61   (f) ADJ UNCH    2 0
 DA0155
 DA0155.Superseded values are not recommended for survey control.
 DA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0155.See file dsdata.txt to determine how the superseded data were derived.
 DA0155
 DA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB831317(NAD 83)
 DA0155_MARKER: DB = BENCH MARK DISK
 DA0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0155_STAMPING: D 93 1935
 DA0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0155+STABILITY: SURFACE MOTION
 DA0155
 DA0155  HISTORY     - Date     Condition        Report By
 DA0155  HISTORY     - 1935     MONUMENTED       CGS
 DA0155
 DA0155                          STATION DESCRIPTION
 DA0155
 DA0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0155'28.2 MI E FROM GILA.
 DA0155'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0155'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 1.7 MILES SOUTH
 DA0155'ALONG A DIM TRACK ROAD.  0.9 MILE NORTH OF THE J.V. PACE RANCH HOUSE,
 DA0155'AT THE TOP OF A SMALL HILL, ON THE EAST BANK OF VEKOL WASH, 62 YARDS
 DA0155'EAST OF THE EAST EDGE OF THE WASH, 16 FEET EAST OF THE CENTERLINE OF
 DA0155'THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 DA0155'THE ROAD.  A STANDARD DISK, STAMPED D 93 1935 AND SET IN THE TOP OF A
 DA0155'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0605 ***********************************************************************
 FR0605  DESIGNATION -  D 95
 FR0605  PID         -  FR0605
 FR0605  STATE/COUNTY-  AZ/MOHAVE
 FR0605  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0605
 FR0605                         *CURRENT SURVEY CONTROL
 FR0605  ___________________________________________________________________
 FR0605* NAD 83(1986)-  35 56 55.     (N)    113 51 22.     (W)     SCALED    
 FR0605* NAVD 88     -      1507.387  (meters)    4945.49   (feet)  POSTED    
 FR0605  ___________________________________________________________________
 FR0605  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0605  DYNAMIC HT  -        1505.590 (meters)    4939.59  (feet)  COMP
 FR0605  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 FR0605
 FR0605  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0605
 FR0605.The horizontal coordinates were scaled from a topographic map and have
 FR0605.an estimated accuracy of +/- 6 seconds.
 FR0605
 FR0605.The orthometric height was determined by differential leveling
 FR0605.and adjusted by the  in 1992.
 FR0605.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0605.rate of 0.0 thru 1.0 mm/km.
 FR0605
 FR0605.The geoid height was determined by GEOID03.
 FR0605
 FR0605.The dynamic height is computed by dividing the NAVD 88
 FR0605.geopotential number by the normal gravity value computed on the
 FR0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0605.degrees latitude (g = 980.6199 gals.).
 FR0605
 FR0605.The modeled gravity was interpolated from observed gravity values.
 FR0605
 FR0605;                    North         East    Units  Estimated Accuracy
 FR0605;SPC AZ W     -   548,840.      203,790.      MT  (+/- 180 meters Scaled)
 FR0605
 FR0605                          SUPERSEDED SURVEY CONTROL
 FR0605
 FR0605  NGVD 29 (??/??/92) 1506.569  (m)         4942.80   (f) ADJ UNCH    2 0
 FR0605
 FR0605.Superseded values are not recommended for survey control.
 FR0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0605.See file dsdata.txt to determine how the superseded data were derived.
 FR0605
 FR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE423820(NAD 83)
 FR0605_MARKER: DB = BENCH MARK DISK
 FR0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0605_STAMPING: D 95 1935
 FR0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0605+STABILITY: SURFACE MOTION
 FR0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0605+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 FR0605
 FR0605  HISTORY     - Date     Condition        Report By
 FR0605  HISTORY     - 1935     MONUMENTED       CGS
 FR0605  HISTORY     - 1968     GOOD             USGS
 FR0605  HISTORY     - 20010910 GOOD             INDIV
 FR0605  HISTORY     - 20010915 GOOD             INDIV
 FR0605
 FR0605                          STATION DESCRIPTION
 FR0605
 FR0605'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0605'56.8 MI NW FROM PEACH SPRINGS.
 FR0605'56.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0605'ABOUT 10.1 MILES EAST OF DIAMOND ROAD, 0.2 MILES NORTH OF THE ROAD,
 FR0605'1.4 MILES SOUTHWEST ALONG A DRAIN FROM A SHACK AND WATER TANK, ON THE
 FR0605'WEST EDGE OF A WELL TRAVELED CATTLE TRAIL AND SET IN THE TOP OF A
 FR0605'CONCRETE POST PROJECTING 1.0 FEET.
 FR0605
 FR0605                          STATION RECOVERY (2001)
 FR0605
 FR0605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RCW)
 FR0605'RECOVERED IN GOOD CONDITION.
 FR0605
 FR0605                          STATION RECOVERY (2001)
 FR0605
 FR0605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RW)
 FR0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0650 ***********************************************************************
 FR0650  DESIGNATION -  D 96
 FR0650  PID         -  FR0650
 FR0650  STATE/COUNTY-  AZ/MOHAVE
 FR0650  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0650
 FR0650                         *CURRENT SURVEY CONTROL
 FR0650  ___________________________________________________________________
 FR0650* NAD 83(1986)-  35 35 44.     (N)    113 34 46.     (W)     SCALED    
 FR0650* NAVD 88     -      1486.691  (meters)    4877.59   (feet)  POSTED    
 FR0650  ___________________________________________________________________
 FR0650  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0650  DYNAMIC HT  -        1484.840 (meters)    4871.51  (feet)  COMP
 FR0650  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 FR0650
 FR0650  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0650
 FR0650.The horizontal coordinates were scaled from a topographic map and have
 FR0650.an estimated accuracy of +/- 6 seconds.
 FR0650
 FR0650.The orthometric height was determined by differential leveling
 FR0650.and adjusted by the  in 1992.
 FR0650.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0650.rate of 0.0 thru 1.0 mm/km.
 FR0650
 FR0650.The geoid height was determined by GEOID03.
 FR0650
 FR0650.The dynamic height is computed by dividing the NAVD 88
 FR0650.geopotential number by the normal gravity value computed on the
 FR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0650.degrees latitude (g = 980.6199 gals.).
 FR0650
 FR0650.The modeled gravity was interpolated from observed gravity values.
 FR0650
 FR0650;                    North         East    Units  Estimated Accuracy
 FR0650;SPC AZ W     -   509,670.      228,820.      MT  (+/- 180 meters Scaled)
 FR0650
 FR0650                          SUPERSEDED SURVEY CONTROL
 FR0650
 FR0650  NGVD 29 (??/??/92) 1485.782  (m)         4874.60   (f) ADJ UNCH    2 0
 FR0650
 FR0650.Superseded values are not recommended for survey control.
 FR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0650.See file dsdata.txt to determine how the superseded data were derived.
 FR0650
 FR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE663421(NAD 83)
 FR0650_MARKER: DB = BENCH MARK DISK
 FR0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0650_STAMPING: D 96 1935
 FR0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0650+STABILITY: SURFACE MOTION
 FR0650
 FR0650  HISTORY     - Date     Condition        Report By
 FR0650  HISTORY     - 1935     MONUMENTED       CGS
 FR0650  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0650
 FR0650                          STATION DESCRIPTION
 FR0650
 FR0650'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0650'11.1 MI NW FROM PEACH SPRINGS.
 FR0650'11.1 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0650'ABOUT 65 FEET EAST OF A LARGE STUMP WEST OF THE ROAD AND 32 FEET EAST
 FR0650'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D 96 1935
 FR0650'AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THERE HAS BEEN SOME ROAD
 FR0650'CONSTRUCTION IN THE PAST FEW YEARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0639 ***********************************************************************
 FR0639  DESIGNATION -  D 97
 FR0639  PID         -  FR0639
 FR0639  STATE/COUNTY-  AZ/MOHAVE
 FR0639  USGS QUAD   -  SPENCER CANYON (1967)
 FR0639
 FR0639                         *CURRENT SURVEY CONTROL
 FR0639  ___________________________________________________________________
 FR0639* NAD 83(1986)-  35 49 14.     (N)    113 39 03.     (W)     SCALED    
 FR0639* NAVD 88     -       377.256  (meters)    1237.71   (feet)  POSTED    
 FR0639  ___________________________________________________________________
 FR0639  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0639  DYNAMIC HT  -         376.780 (meters)    1236.15  (feet)  COMP
 FR0639  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 FR0639
 FR0639  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0639
 FR0639.The horizontal coordinates were scaled from a topographic map and have
 FR0639.an estimated accuracy of +/- 6 seconds.
 FR0639
 FR0639.The orthometric height was determined by differential leveling
 FR0639.and adjusted by the  in 1992.
 FR0639.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0639.was located on a no-check spur therefore a value was not computed.
 FR0639.No vertical observational check was made to the station.
 FR0639
 FR0639.The geoid height was determined by GEOID03.
 FR0639
 FR0639.The dynamic height is computed by dividing the NAVD 88
 FR0639.geopotential number by the normal gravity value computed on the
 FR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0639.degrees latitude (g = 980.6199 gals.).
 FR0639
 FR0639.The modeled gravity was interpolated from observed gravity values.
 FR0639
 FR0639;                    North         East    Units  Estimated Accuracy
 FR0639;SPC AZ W     -   534,630.      222,320.      MT  (+/- 180 meters Scaled)
 FR0639
 FR0639                          SUPERSEDED SURVEY CONTROL
 FR0639
 FR0639  NGVD 29 (??/??/92)  376.311  (m)         1234.61   (f) ADJ UNCH    2 0
 FR0639
 FR0639.Superseded values are not recommended for survey control.
 FR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0639.See file dsdata.txt to determine how the superseded data were derived.
 FR0639
 FR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE605672(NAD 83)
 FR0639_MARKER: DB = BENCH MARK DISK
 FR0639_SETTING: 80 = SET IN A BOULDER
 FR0639_SP_SET: BOULDER
 FR0639_STAMPING: D 97 1935
 FR0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0639+STABILITY: SURFACE MOTION
 FR0639
 FR0639  HISTORY     - Date     Condition        Report By
 FR0639  HISTORY     - 1935     MONUMENTED       CGS
 FR0639  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0639
 FR0639                          STATION DESCRIPTION
 FR0639
 FR0639'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0639'26.9 MI NW FROM PEACH SPRINGS.
 FR0639'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0639'THENCE ABOUT 15.7 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0639'RIVER ROAD AND PACK TRAIL, ABOUT 0.6 MILE SOUTH OF THE COLORADO RIVER,
 FR0639'NEAR THE LOWER END OF A ROCKY NARROW PASSAGE OF SPENCER CANYON, AT THE
 FR0639'EAST END OF A ROCK LEDGE AT THE WEST BANK, IN THE TOP OF A LARGE 12-
 FR0639'BY 14-FOOT BLACK BOULDER, AND ABOUT 10 FEET ABOVE THE GROUND. A
 FR0639'STANDARD DISK, STAMPED D 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0105 ***********************************************************************
 ET0105  DESIGNATION -  D 98
 ET0105  PID         -  ET0105
 ET0105  STATE/COUNTY-  AZ/YAVAPAI
 ET0105  USGS QUAD   -  PERKINSVILLE (1973)
 ET0105
 ET0105                         *CURRENT SURVEY CONTROL
 ET0105  ___________________________________________________________________
 ET0105* NAD 83(1986)-  34 55 26.     (N)    112 14 27.     (W)     SCALED    
 ET0105* NAVD 88     -      1283.86   (+/-2cm)    4212.1    (feet)  VERTCON   
 ET0105  ___________________________________________________________________
 ET0105  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ET0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0105
 ET0105.The horizontal coordinates were scaled from a topographic map and have
 ET0105.an estimated accuracy of +/- 6 seconds.
 ET0105
 ET0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0105.The vertical order pertains to the NGVD 29 superseded value.
 ET0105
 ET0105.The geoid height was determined by GEOID03.
 ET0105
 ET0105;                    North         East    Units  Estimated Accuracy
 ET0105;SPC AZ C     -   435,180.      183,740.      MT  (+/- 180 meters Scaled)
 ET0105
 ET0105                          SUPERSEDED SURVEY CONTROL
 ET0105
 ET0105  NGVD 29 (??/??/92) 1283.091  (m)         4209.61   (f) ADJ UNCH    2 0
 ET0105
 ET0105.Superseded values are not recommended for survey control.
 ET0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0105.See file dsdata.txt to determine how the superseded data were derived.
 ET0105
 ET0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD866653(NAD 83)
 ET0105_MARKER: DB = BENCH MARK DISK
 ET0105_SETTING: 66 = SET IN ROCK OUTCROP
 ET0105_SP_SET: SANDSTONE ROCK
 ET0105_STAMPING: D 98 1935
 ET0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0105+STABILITY: POSITION/ELEVATION WELL
 ET0105
 ET0105  HISTORY     - Date     Condition        Report By
 ET0105  HISTORY     - 1935     MONUMENTED       CGS
 ET0105
 ET0105                          STATION DESCRIPTION
 ET0105
 ET0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0105'4.5 MI NW FROM PERKINSVILLE.
 ET0105'4.5 MI. N.W. ALONG AT AND SF R.R. 7 TELEGRAPH POLES E. OF MILE POST
 ET0105'NO.13, 75 FT. W. OF THE E. END OF A CUT, 40 FT. W. OF THE CENTER LINE
 ET0105'OF CULVERT NO.14-A AND 16 FT. N. OF THE CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0170 ***********************************************************************
 EU0170  DESIGNATION -  D 99
 EU0170  PID         -  EU0170
 EU0170  STATE/COUNTY-  AZ/LA PAZ
 EU0170  USGS QUAD   -  BLACK PEAK (1990)
 EU0170
 EU0170                         *CURRENT SURVEY CONTROL
 EU0170  ___________________________________________________________________
 EU0170* NAD 83(1986)-  34 00 39.     (N)    114 14 35.     (W)     SCALED    
 EU0170* NAVD 88     -       193.20   (+/-2cm)     633.9    (feet)  VERTCON   
 EU0170  ___________________________________________________________________
 EU0170  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EU0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0170
 EU0170.The horizontal coordinates were scaled from a topographic map and have
 EU0170.an estimated accuracy of +/- 6 seconds.
 EU0170
 EU0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0170.The vertical order pertains to the NGVD 29 superseded value.
 EU0170
 EU0170.The geoid height was determined by GEOID03.
 EU0170
 EU0170;                    North         East    Units  Estimated Accuracy
 EU0170;SPC AZ W     -   333,980.      167,820.      MT  (+/- 180 meters Scaled)
 EU0170
 EU0170                          SUPERSEDED SURVEY CONTROL
 EU0170
 EU0170  NGVD 29 (??/??/??)  192.600  (m)          631.89   (f) ADJUSTED    2 0
 EU0170
 EU0170.Superseded values are not recommended for survey control.
 EU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0170.See file dsdata.txt to determine how the superseded data were derived.
 EU0170
 EU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT546667(NAD 83)
 EU0170_MARKER: DB = BENCH MARK DISK
 EU0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0170_STAMPING: D 99 1935
 EU0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0170+STABILITY: SURFACE MOTION
 EU0170
 EU0170  HISTORY     - Date     Condition        Report By
 EU0170  HISTORY     - 1935     MONUMENTED       CGS
 EU0170
 EU0170                          STATION DESCRIPTION
 EU0170
 EU0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0170'4 MI SE FROM DENNY.
 EU0170'ABOUT 4.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0170'FE RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 0.5 MILE
 EU0170'EAST OF MILEPOST 96, ABOUT 50 YARDS (4 1/2 RAILS) NORTH OF
 EU0170'MILEAGE 95.5, ABOUT 10 1/2 RAILS NORTH OF BRIDGE 96 B, 35 FEET
 EU0170'SOUTHEAST OF A POLE, AND 26 FEET WEST OF THE CENTER LINE OF THE
 EU0170'TRACK.  A STANDARD DISK, STAMPED D 99 1935 AND SET IN THE TOP
 EU0170'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI0179 ***********************************************************************
 DI0179  SACS        -  This is a Secondary Airport Control Station.
 DI0179  DESIGNATION -  D68 A
 DI0179  PID         -  DI0179
 DI0179  STATE/COUNTY-  AZ/APACHE
 DI0179  USGS QUAD   -  SPRINGERVILLE (1969)
 DI0179
 DI0179                         *CURRENT SURVEY CONTROL
 DI0179  ___________________________________________________________________
 DI0179* NAD 83(1992)-  34 07 31.71605(N)    109 18 54.36208(W)     ADJUSTED  
 DI0179* NAVD 88     -      2148.39   (meters)    7048.5    (feet)  GPS OBS   
 DI0179  ___________________________________________________________________
 DI0179  X           -  -1,748,818.219 (meters)                     COMP
 DI0179  Y           -  -4,989,624.847 (meters)                     COMP
 DI0179  Z           -   3,559,169.434 (meters)                     COMP
 DI0179  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DI0179  ELLIP HEIGHT-        2125.812 (meters)          (05/02/06) ADJUSTED
 DI0179  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 DI0179  HORZ ORDER  -  FIRST
 DI0179  ELLP ORDER  -  SECOND    CLASS I
 DI0179
 DI0179.This mark is at Town Of Springerville Municipal Airport  (D68)
 DI0179
 DI0179.The horizontal coordinates were established by GPS observations
 DI0179.and adjusted by the WOOLPERT CONSULTANTS in May 2006.
 DI0179
 DI0179.The orthometric height was determined by GPS observations and a
 DI0179.high-resolution geoid model.
 DI0179
 DI0179.GPS derived orthometric heights for airport stations designated as
 DI0179.PACS or SACS are published to 2 decimal places.  This maintains
 DI0179.centimeter relative accuracy between the PACS and SACS.  It does
 DI0179.not indicate centimeter accuracy relative to other marks which are
 DI0179.part of the NAVD 88 network.
 DI0179
 DI0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0179
 DI0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0179
 DI0179.The ellipsoidal height was determined by GPS observations
 DI0179.and is referenced to NAD 83.
 DI0179
 DI0179.The geoid height was determined by GEOID03.
 DI0179
 DI0179;                    North         East     Units Scale Factor Converg.
 DI0179;SPC AZ E     -   346,898.261   291,909.112   MT  0.99997603   +0 28 39.9
 DI0179;SPC AZ E     - 1,138,117.65    957,707.06   iFT  0.99997603   +0 28 39.9
 DI0179;UTM  12      - 3,777,350.609   655,376.021   MT  0.99989760   +0 56 43.5
 DI0179
 DI0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0179!SPC AZ E     -   0.99966640  x   0.99997603  =   0.99964244
 DI0179!UTM  12      -   0.99966640  x   0.99989760  =   0.99956403
 DI0179
 DI0179                          SUPERSEDED SURVEY CONTROL
 DI0179
 DI0179.No superseded survey control is available for this station.
 DI0179
 DI0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5537677351(NAD 83)
 DI0179_MARKER: DD = SURVEY DISK
 DI0179_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DI0179_STAMPING: D68 A 2006
 DI0179_MARK LOGO: WOOLPT
 DI0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0179+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 DI0179
 DI0179  HISTORY     - Date     Condition        Report By
 DI0179  HISTORY     - 20060323 MONUMENTED       WOOLPT
 DI0179
 DI0179                          STATION DESCRIPTION
 DI0179
 DI0179'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI0179'DESCRIBED BY DJK, WOOLPERT INC.  2006 THE STATION IS LOCATED ABOUT 68
 DI0179'KM (42 MI) SOUTHEAST OF SHOW LOW AND 3 KM (1.9 MI) WEST OF
 DI0179'SPRINGERVILLE, AT THE TOWN OF SPRINGERVILLE MUNICIPAL AIRPORT, ON THE
 DI0179'SOUTHEAST SIDE OF THE AIRPORT ON THE SOUTHEAST SIDE OF THE MAIN TAXI
 DI0179'WAY, NEAR A SMALL ROCKY AREA.  OWNERSHIP-- TOWN OF SPRINGERVILLE, P.O.
 DI0179'BOX 390, SPRINGERVILLE, AZ 85938.  PHONE 928-333-2656.  AIRPORT
 DI0179'MANAGER BRIAN MARTIN, PHONE 928-333-5746.
 DI0179' 
 DI0179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 DI0179'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 DI0179'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET CROSSROAD
 DI0179'AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN RIGHT, WEST,
 DI0179'ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT END AT THE
 DI0179'AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON SOUTHEAST SIDE OF BUILDING,
 DI0179'PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM (0.11 MI) TO THE
 DI0179'TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.80 KM (0.50 MI) TO
 DI0179'THE STATION ON THE LEFT NEAR A SMALL ROCKY AREA.
 DI0179' 
 DI0179'THE STATION IS A BRASS DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 DI0179'WITH THE GROUND.  LOCATED 44.07 M (144.6 FT) SOUTHEAST FROM A TAXIWAY
 DI0179'LIGHT ON THE NORTHWEST SIDE OF THE TAXIWAY.  33.52 M (110 FT)
 DI0179'SOUTHEAST OF A TAXIWAY LIGHT ON THE EASTERN SIDE OF THE TAXIWAY, AND
 DI0179'27.43 M (90 FT) SOUTHEAST OF THE EASTERN MOST EDGE OF THE MAIN
 DI0179'TAXIWAY.  AND 1 M (3 FT) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0528 ***********************************************************************
 DU0528  DESIGNATION -  DADAMS
 DU0528  PID         -  DU0528
 DU0528  STATE/COUNTY-  AZ/PINAL
 DU0528  USGS QUAD   -  FLORENCE (1981)
 DU0528
 DU0528                         *CURRENT SURVEY CONTROL
 DU0528  ___________________________________________________________________
 DU0528* NAD 83(1992)-  33 01 02.31200(N)    111 23 49.01459(W)     ADJUSTED  
 DU0528* NAVD 88     -       463.610  (meters)    1521.03   (feet)  ADJUSTED  
 DU0528  ___________________________________________________________________
 DU0528  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DU0528  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0528  DYNAMIC HT  -         463.042 (meters)    1519.16  (feet)  COMP
 DU0528  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 DU0528
 DU0528  HORZ ORDER  -  SECOND
 DU0528  VERT ORDER  -  FIRST     CLASS II
 DU0528
 DU0528.The horizontal coordinates were established by classical geodetic methods
 DU0528.and adjusted by the National Geodetic Survey in August 1993.
 DU0528
 DU0528.The orthometric height was determined by differential leveling
 DU0528.and adjusted in November 1993.
 DU0528
 DU0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0528
 DU0528.The geoid height was determined by GEOID03.
 DU0528
 DU0528.The dynamic height is computed by dividing the NAVD 88
 DU0528.geopotential number by the normal gravity value computed on the
 DU0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0528.degrees latitude (g = 980.6199 gals.).
 DU0528
 DU0528.The modeled gravity was interpolated from observed gravity values.
 DU0528
 DU0528;                    North         East     Units Scale Factor Converg.
 DU0528;SPC AZ C     -   223,790.983   261,915.265   MT  0.99992906   +0 16 59.5
 DU0528;SPC AZ C     -   734,222.39    859,302.05   iFT  0.99992906   +0 16 59.5
 DU0528;UTM  12      - 3,653,275.791   462,925.846   MT  0.99961695   -0 12 58.7
 DU0528
 DU0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0528!SPC AZ C     -   0.99993185  x   0.99992906  =   0.99986091
 DU0528!UTM  12      -   0.99993185  x   0.99961695  =   0.99954882
 DU0528
 DU0528:                Primary Azimuth Mark                     Grid Az
 DU0528:SPC AZ C     -  FLORENCE BLACK WATER TANK                037 02 51.9
 DU0528:UTM  12      -  FLORENCE BLACK WATER TANK                037 32 50.1
 DU0528
 DU0528|---------------------------------------------------------------------|
 DU0528| PID    Reference Object                     Distance      Geod. Az  |
 DU0528|                                                           dddmmss.s |
 DU0528| DU2067 FLORENCE BLACK WATER TANK           APPROX. 1.3 KM 0371951.4 |
 DU0528| DU2063 FLORENCE STATE PRISON TANK          APPROX. 2.5 KM 0680354.9 |
 DU0528| CH5482 ROUTE 287 1521.54                                  0730739.0 |
 DU0528| DU0532 DADAMS RM 3 AZIMUTH                                07414     |
 DU0528| DU0527 DADAMS RM 2                          18.138 METERS 25157     |
 DU0528| DU0526 DADAMS RM 1                          17.600 METERS 34755     |
 DU0528|---------------------------------------------------------------------|
 DU0528
 DU0528                          SUPERSEDED SURVEY CONTROL
 DU0528
 DU0528  NAD 83(1986)-  33 01 02.30442(N)    111 23 49.01516(W) AD(       ) 2
 DU0528  NAD 27      -  33 01 02.07900(N)    111 23 46.58400(W) AD(       ) 2
 DU0528  NGVD 29 (??/??/92)  463.038  (m)         1519.15   (f) ADJ UNCH    1 2
 DU0528
 DU0528.Superseded values are not recommended for survey control.
 DU0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0528.See file dsdata.txt to determine how the superseded data were derived.
 DU0528
 DU0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6292653276(NAD 83)
 DU0528_MARKER: DS = TRIANGULATION STATION DISK
 DU0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0528_SP_SET: CONCRETE POST
 DU0528_STAMPING: DADAMS 1935
 DU0528_MARK LOGO: CGS   
 DU0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0528+STABILITY: SURFACE MOTION
 DU0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0528+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2008
 DU0528
 DU0528  HISTORY     - Date     Condition        Report By
 DU0528  HISTORY     - 1935     MONUMENTED       CGS
 DU0528  HISTORY     - 1967     GOOD             CGS
 DU0528  HISTORY     - 1967     GOOD             NGS
 DU0528  HISTORY     - 1971     GOOD             NGS
 DU0528  HISTORY     - 1975     GOOD             NGS
 DU0528  HISTORY     - 19920106 GOOD             NGS
 DU0528  HISTORY     - 20061018 GOOD             GEOCAC
 DU0528  HISTORY     - 20080111 GOOD             GEOCAC
 DU0528
 DU0528                          STATION DESCRIPTION
 DU0528
 DU0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU0528'ABOUT 1 MILE, AIR LINE, SOUTHWEST OF FLORENCE AND ABOUT 100 FEET
 DU0528'NORTH OF STATE HIGHWAY NO. 287.  MARKED BY STANDARD BRONZE DISKS.
 DU0528'REFERENCE MARK NO. 1, A
 DU0528'STANDARD BRONZE REFERENCE DISK, IS 17.618 METERS (57.80
 DU0528'FEET) FROM STATION N 12 DEG 05 MIN W.  REFERENCE MARK
 DU0528'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS 18.148
 DU0528'METERS (59.54 FEET) FROM STATION S 71 DEG 59 MIN W.
 DU0528'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE DISK,
 DU0528'IS 50 FEET SOUTH OF HIGHWAY NO. 287 AND 0.4 MILE
 DU0528'FROM STATION N 74 DEG 14 MIN E.
 DU0528
 DU0528                          STATION RECOVERY (1967)
 DU0528
 DU0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DU0528'THE STATION MARK, STAMPED DADAMS 1935, IS ABOUT 0.9 MILE SOUTH
 DU0528'ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT FLORENCE, THENCE
 DU0528'0.45 MILE WEST ALONG STATE HIGHWAY 287, IN S 2, T 5 S, R 9 E,
 DU0528'67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET WEST OF
 DU0528'THE WEST BANK OF AN IRRIGATION CANAL, 1.3 FEET WEST OF A METAL
 DU0528'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 DU0528'OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0528'
 DU0528'R.M. 1, STAMPED DADAMS NO 1 1935, IS 58 FEET NORTH OF THE STATION
 DU0528'MARK, 125 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 DU0528'WEST OF THE WEST BANK OF AN IRRIGATION CANAL, ABOUT LEVEL WITH
 DU0528'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECING 5
 DU0528'INCHES.
 DU0528'
 DU0528'R.M. 2, STAMPED DADAMS NO 2 1935, IS 60 FEET WEST OF THE STATION
 DU0528'MARK, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 DU0528'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DU0528'PROJECTING 5 INCHES.
 DU0528'
 DU0528'R.M. 3, STAMPED DADAMS NO 3 1935, IS ABOUT 0.25 MILE EAST OF THE
 DU0528'STATION MARK, AT THE WEST CORNER OF A TRIANGULAR HIGHWAY JUNCTION
 DU0528'FORMED BY STATE HIGHWAY 287 AND U.S. HIGHWAYS 80 AND 89, 0.1
 DU0528'MILE SOUTHWEST AND ACROSS STATE HIGHWAY 287 FROM BENCH MARK
 DU0528'1524.07 (ASHD), 300 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAYS
 DU0528'80 AND 89, 43 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 DU0528'287, 171 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STUCCO
 DU0528'HOUSE, 5 FEET SOUTH OF METAL RIGHT-OF-WAY POST NUMBER P.T.4+15
 DU0528'69R3, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 DU0528'THE LEVEL OF THE STATE HIGHWAY, AND SET IN THE TOP OF A
 DU0528'CONCRETE POST PROJECTING 2 INCHES.
 DU0528
 DU0528                          STATION RECOVERY (1967)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0528'1.35 MI SW FROM FLORENCE.
 DU0528'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0528'FLORENCE, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 287, IN S 2, T 5
 DU0528'S, R 9 E, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET
 DU0528'WEST OF THE WEST BANK OF AN IRRIGATION CANAL, 1.3 FEET WEST OF A METAL
 DU0528'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DU0528'CONCRETE POST PROJECTING 5 INCHES.
 DU0528
 DU0528                          STATION RECOVERY (1971)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0528'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DU0528'DESCRIBED IN 1967.  THE AZIMUTH MARK WAS FOUND DESTROYED AND A
 DU0528'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DU0528'
 DU0528'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 DU0528'1521.54.  IT IS SET IN A DRILL HOLE IN TOP OF THE WEST END OF A
 DU0528'TRAFFIC ISLAND WHERE ARIZONA STATE HIGHWAY 287 JUNCTIONS WITH
 DU0528'U.S. HIGHWAYS 80 AND 89 AT THE SOUTH END OF FLORENCE.  IT IS 1-1/2
 DU0528'FEET EAST OF THE WEST END OF THE ISLAND AND 16 FEET FROM THE
 DU0528'CENTER LINE OF BOTH THE EAST AND WEST BOUND LANES.
 DU0528'
 DU0528'TO REACH THE STATION FROM UNION HIGH SCHOOL IN FLORENCE GO SOUTH
 DU0528'ALONG U.S. HIGHWAY 89 FOR 0.25 MILE TO JUNCTION WITH ARIZONA
 DU0528'HIGHWAY 287, TURN RIGHT AND GO WEST ALONG 287 FOR 0.1 MILE TO THE
 DU0528'AZIMUTH MARK AT THE WEST END OF THE TRAFFIC ISLAND, CONTINUE WEST
 DU0528'FOR 0.45 MILE TO THE STATION ON THE RIGHT JUST PAST A SIDE ROAD
 DU0528'RIGHT.
 DU0528'
 DU0528'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 87.08 FEET OR 26.540
 DU0528'METERS.
 DU0528'
 DU0528'HEIGHT OF LIGHT ABOVE STAITON MARK 5 FEET.
 DU0528'
 DU0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 DU0528'FLORENCE
 DU0528
 DU0528                          STATION RECOVERY (1975)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 DU0528'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DU0528'FOUND IN GOOD CONDITION.  THE MEASUREMENTS TO THE REFERENCE MARKS
 DU0528'CHECKED BUT NO DIRECTIONS WERE TURNED AT THIS TIME.  THE 1971
 DU0528'DESCRIPTIONS OF THE MARKS AND THE ROUTE TO THE STATION IS
 DU0528'ADEQUATE.
 DU0528'
 DU0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 DU0528'SOUTHWEST OF FLORENCE.
 DU0528
 DU0528                          STATION RECOVERY (1992)
 DU0528
 DU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0528'2.2 KM (1.35 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0528'THE POST OFFICE IN FLORENCE, 20.1 M (65.9 FT) NORTH OF THE HIGHWAY
 DU0528'CENTERLINE, 19.4 M (63.6 FT) WEST OF A UTILITY POLE, 18.1 M (59.4 FT)
 DU0528'EAST OF REFERENCE MARK 2, 17.6 M (57.7 FT) SOUTH OF REFERENCE MARK 1,
 DU0528'1.5 M (4.9 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 DU0528'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 DU0528'THE GROUND SURFACE.
 DU0528
 DU0528                          STATION RECOVERY (2006)
 DU0528
 DU0528'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0528'RECOVERED IN GOOD CONDITION.
 DU0528
 DU0528                          STATION RECOVERY (2008)
 DU0528
 DU0528'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0528'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DU0528'CONDITION AS DESCRIBED. AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0526 ***********************************************************************
 DU0526  DESIGNATION -  DADAMS RM 1
 DU0526  PID         -  DU0526
 DU0526  STATE/COUNTY-  AZ/PINAL
 DU0526  USGS QUAD   -  FLORENCE (1981)
 DU0526
 DU0526                         *CURRENT SURVEY CONTROL
 DU0526  ___________________________________________________________________
 DU0526* NAD 83(1986)-  33 01 02.     (N)    111 23 48.     (W)     SCALED    
 DU0526* NAVD 88     -       463.252  (meters)    1519.85   (feet)  ADJUSTED  
 DU0526  ___________________________________________________________________
 DU0526  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0526  DYNAMIC HT  -         462.684 (meters)    1517.99  (feet)  COMP
 DU0526  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 DU0526
 DU0526  VERT ORDER  -  FIRST     CLASS II
 DU0526
 DU0526.The horizontal coordinates were scaled from a topographic map and have
 DU0526.an estimated accuracy of +/- 6 seconds.
 DU0526
 DU0526.The orthometric height was determined by differential leveling
 DU0526.and adjusted in November 1993.
 DU0526
 DU0526.The geoid height was determined by GEOID03.
 DU0526
 DU0526.The dynamic height is computed by dividing the NAVD 88
 DU0526.geopotential number by the normal gravity value computed on the
 DU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0526.degrees latitude (g = 980.6199 gals.).
 DU0526
 DU0526.The modeled gravity was interpolated from observed gravity values.
 DU0526
 DU0526;                    North         East    Units  Estimated Accuracy
 DU0526;SPC AZ C     -   223,780.      261,940.      MT  (+/- 180 meters Scaled)
 DU0526
 DU0526                          SUPERSEDED SURVEY CONTROL
 DU0526
 DU0526  NGVD 29 (??/??/92)  462.673  (m)         1517.95   (f) ADJ UNCH    1 2
 DU0526
 DU0526.Superseded values are not recommended for survey control.
 DU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0526.See file dsdata.txt to determine how the superseded data were derived.
 DU0526
 DU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629532(NAD 83)
 DU0526_MARKER: DR = REFERENCE MARK DISK
 DU0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0526_SP_SET: CONCRETE POST
 DU0526_STAMPING: DADAMS NO 1 1935
 DU0526_MARK LOGO: CGS   
 DU0526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0526+STABILITY: SURFACE MOTION
 DU0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0526+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2008
 DU0526
 DU0526  HISTORY     - Date     Condition        Report By
 DU0526  HISTORY     - 1935     MONUMENTED       CGS
 DU0526  HISTORY     - 1967     GOOD             NGS
 DU0526  HISTORY     - 19920106 GOOD             NGS
 DU0526  HISTORY     - 20061018 GOOD             GEOCAC
 DU0526  HISTORY     - 20080111 GOOD             GEOCAC
 DU0526
 DU0526                          STATION DESCRIPTION
 DU0526
 DU0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0526'1.35 MI SW FROM FLORENCE.
 DU0526'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0526'FLORENCE, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 287, IN SECTION 2,
 DU0526'T 5 S, R 9 E, 125 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64
 DU0526'FEET WEST OF THE WEST BANK OF AN IRRIGATION CANAL, 58 FEET NORTH OF
 DU0526'TRIANGULATION STATION DADAMS, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 DU0526'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0526
 DU0526                          STATION RECOVERY (1992)
 DU0526
 DU0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0526'2.2 KM (1.35 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0526'THE POST OFFICE IN FLORENCE, 37.7 M (123.7 FT) NORTH OF THE HIGHWAY
 DU0526'CENTERLINE, 28.4 M (93.2 FT) NORTHWEST OF A UTILITY POLE, 26.5 M
 DU0526'(86.9 FT) NORTHEAST OF REFERENCE MARK 2, 17.6 M (57.7 FT) WEST OF
 DU0526'TRIANGULATION STATION DADAMS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DU0526'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 DU0526'SURFACE.
 DU0526
 DU0526                          STATION RECOVERY (2006)
 DU0526
 DU0526'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0526'RECOVERED IN GOOD CONDITION.
 DU0526
 DU0526                          STATION RECOVERY (2008)
 DU0526
 DU0526'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0526'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU0526'33 01 02.9 (N)   111 23 49.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0527 ***********************************************************************
 DU0527  DESIGNATION -  DADAMS RM 2
 DU0527  PID         -  DU0527
 DU0527  STATE/COUNTY-  AZ/PINAL
 DU0527  USGS QUAD   -  FLORENCE (1981)
 DU0527
 DU0527                         *CURRENT SURVEY CONTROL
 DU0527  ___________________________________________________________________
 DU0527* NAD 83(1986)-  33 01 02.     (N)    111 23 48.     (W)     SCALED    
 DU0527* NAVD 88     -       463.420  (meters)    1520.40   (feet)  ADJUSTED  
 DU0527  ___________________________________________________________________
 DU0527  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0527  DYNAMIC HT  -         462.852 (meters)    1518.54  (feet)  COMP
 DU0527  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 DU0527
 DU0527  VERT ORDER  -  FIRST     CLASS II
 DU0527
 DU0527.The horizontal coordinates were scaled from a topographic map and have
 DU0527.an estimated accuracy of +/- 6 seconds.
 DU0527
 DU0527.The orthometric height was determined by differential leveling
 DU0527.and adjusted in November 1993.
 DU0527
 DU0527.The geoid height was determined by GEOID03.
 DU0527
 DU0527.The dynamic height is computed by dividing the NAVD 88
 DU0527.geopotential number by the normal gravity value computed on the
 DU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0527.degrees latitude (g = 980.6199 gals.).
 DU0527
 DU0527.The modeled gravity was interpolated from observed gravity values.
 DU0527
 DU0527;                    North         East    Units  Estimated Accuracy
 DU0527;SPC AZ C     -   223,780.      261,940.      MT  (+/- 180 meters Scaled)
 DU0527
 DU0527                          SUPERSEDED SURVEY CONTROL
 DU0527
 DU0527  NGVD 29 (??/??/92)  462.845  (m)         1518.52   (f) ADJ UNCH    1 2
 DU0527
 DU0527.Superseded values are not recommended for survey control.
 DU0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0527.See file dsdata.txt to determine how the superseded data were derived.
 DU0527
 DU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB629532(NAD 83)
 DU0527_MARKER: DR = REFERENCE MARK DISK
 DU0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0527_SP_SET: CONCRETE POST
 DU0527_STAMPING: DADAMS NO 2 1935
 DU0527_MARK LOGO: CGS   
 DU0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0527+STABILITY: SURFACE MOTION
 DU0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0527+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2008
 DU0527
 DU0527  HISTORY     - Date     Condition        Report By
 DU0527  HISTORY     - 1935     MONUMENTED       CGS
 DU0527  HISTORY     - 1967     GOOD             NGS
 DU0527  HISTORY     - 19920106 GOOD             NGS
 DU0527  HISTORY     - 20061018 GOOD             GEOCAC
 DU0527  HISTORY     - 20080111 GOOD             GEOCAC
 DU0527
 DU0527                          STATION DESCRIPTION
 DU0527
 DU0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0527'1.35 MI SW FROM FLORENCE.
 DU0527'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0527'FLORENCE, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 287, IN SECTION 2,
 DU0527'T 5 S, R 9 E, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET
 DU0527'WEST OF TRIANGULATION STATION DADAMS, ABOUT LEVEL WITH THE HIGHWAY,
 DU0527'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0527
 DU0527                          STATION RECOVERY (1992)
 DU0527
 DU0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0527'2.2 KM (1.35 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0527'THE POST OFFICE IN FLORENCE, 37.5 M (123.0 FT) WEST OF A UTILITY
 DU0527'POLE, 26.5 M (86.9 FT) SOUTHWEST OF REFERENCE MARK 1, 20.3 M (66.6
 DU0527'FT) NORTH OF THE HIGHWAY CENTERLINE, 18.1 M (59.4 FT) WEST OF
 DU0527'TRIANGULATION STATION DADAMS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DU0527'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 DU0527'SURFACE.
 DU0527
 DU0527                          STATION RECOVERY (2006)
 DU0527
 DU0527'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0527'RECOVERED IN GOOD CONDITION.
 DU0527
 DU0527                          STATION RECOVERY (2008)
 DU0527
 DU0527'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0527'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU0527'33 01 02.1 (N)   111 23 49.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0532 ***********************************************************************
 DU0532  DESIGNATION -  DADAMS RM 3 AZIMUTH
 DU0532  PID         -  DU0532
 DU0532  STATE/COUNTY-  AZ/PINAL
 DU0532  USGS QUAD   -  FLORENCE (1981)
 DU0532
 DU0532                         *CURRENT SURVEY CONTROL
 DU0532  ___________________________________________________________________
 DU0532* NAD 83(1986)-  33 01 11.     (N)    111 23 01.     (W)     SCALED    
 DU0532* NAVD 88     -       464.48   (+/-2cm)    1523.9    (feet)  VERTCON   
 DU0532  ___________________________________________________________________
 DU0532  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0532  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0532
 DU0532.The horizontal coordinates were scaled from a topographic map and have
 DU0532.an estimated accuracy of +/- 6 seconds.
 DU0532
 DU0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0532.The vertical order pertains to the NGVD 29 superseded value.
 DU0532
 DU0532.The geoid height was determined by GEOID03.
 DU0532
 DU0532;                    North         East    Units  Estimated Accuracy
 DU0532;SPC AZ C     -   224,070.      263,160.      MT  (+/- 180 meters Scaled)
 DU0532
 DU0532                          SUPERSEDED SURVEY CONTROL
 DU0532
 DU0532  NGVD 29 (??/??/92)  463.923  (m)         1522.05   (f) ADJ UNCH    1 2
 DU0532
 DU0532.Superseded values are not recommended for survey control.
 DU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0532.See file dsdata.txt to determine how the superseded data were derived.
 DU0532
 DU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB641535(NAD 83)
 DU0532_MARKER: DR = REFERENCE MARK DISK
 DU0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0532_STAMPING: DADAMS NO 3 1935
 DU0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0532+STABILITY: SURFACE MOTION
 DU0532
 DU0532  HISTORY     - Date     Condition        Report By
 DU0532  HISTORY     - 1935     MONUMENTED       CGS
 DU0532  HISTORY     - 1967     GOOD             NGS
 DU0532  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0532  HISTORY     - 20080416 MARK NOT FOUND   GEOCAC
 DU0532
 DU0532                          STATION DESCRIPTION
 DU0532
 DU0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0532'1.0 MI S FROM FLORENCE.
 DU0532'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0532'FLORENCE, IN SECTION 2, T 5 S, R 9 E, AT THE WEST CORNER OF A
 DU0532'TRIANGULAR HIGHWAY JUNCTION FORMED BY STATE HIGHWAY 287 AND U. S.
 DU0532'HIGHWAYS 80 AND 89, 0.1 MILE SOUTHWEST AND ACROSS STATE HIGHWAY 287
 DU0532'FROM BENCH MARK 1524.07 (ASHD 300 FEET WEST OF THE CENTER LINE OF U.
 DU0532'S. HIGHWAYS 80 AND 89, 43 FEET SOUTH OF THE CENTER LINE OF STATE
 DU0532'HIGHWAY 287, 171 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STUCCO
 DU0532'HOUSE, 5 FEET SOUTH OF METAL RIGHT-OF-WAY POST NUMBER P.T. 4+15 69R3,
 DU0532'1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 DU0532'STATE HIGHWAY 287, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DU0532'INCHES.
 DU0532
 DU0532                          STATION RECOVERY (1992)
 DU0532
 DU0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0532'MARK NOT FOUND.
 DU0532
 DU0532                          STATION RECOVERY (2008)
 DU0532
 DU0532'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1252 ***********************************************************************
 CY1252  DESIGNATION -  DAIRY
 CY1252  PID         -  CY1252
 CY1252  STATE/COUNTY-  AZ/GRAHAM
 CY1252  USGS QUAD   -  EDEN (1985)
 CY1252
 CY1252                         *CURRENT SURVEY CONTROL
 CY1252  ___________________________________________________________________
 CY1252* NAD 83(1992)-  32 55 30.11872(N)    109 52 49.50939(W)     ADJUSTED  
 CY1252* NAVD 88     -       861.0    (meters)    2825.     (feet)  VERTCON   
 CY1252  ___________________________________________________________________
 CY1252  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CY1252  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY1252  HORZ ORDER  -  SECOND
 CY1252
 CY1252.The horizontal coordinates were established by classical geodetic methods
 CY1252.and adjusted by the National Geodetic Survey in August 1993.
 CY1252
 CY1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1252
 CY1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1252
 CY1252.The geoid height was determined by GEOID03.
 CY1252
 CY1252;                    North         East     Units Scale Factor Converg.
 CY1252;SPC AZ E     -   213,474.595   240,130.707   MT  0.99990883   +0 09 20.1
 CY1252;SPC AZ E     -   700,375.97    787,830.40   iFT  0.99990883   +0 09 20.1
 CY1252;UTM  12      - 3,643,532.076   604,677.672   MT  0.99973510   +0 36 30.9
 CY1252
 CY1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1252!SPC AZ E     -   0.99986910  x   0.99990883  =   0.99977794
 CY1252!UTM  12      -   0.99986910  x   0.99973510  =   0.99960423
 CY1252
 CY1252|---------------------------------------------------------------------|
 CY1252| PID    Reference Object                     Distance      Geod. Az  |
 CY1252|                                                           dddmmss.s |
 CY1252| CS6053 DAIRY RM 1                            9.086 METERS 12334     |
 CY1252| CS6054 DAIRY RM 2                            9.225 METERS 30352     |
 CY1252|---------------------------------------------------------------------|
 CY1252
 CY1252                          SUPERSEDED SURVEY CONTROL
 CY1252
 CY1252  NAD 83(1986)-  32 55 30.11482(N)    109 52 49.50906(W) AD(       ) 2
 CY1252  NGVD 29 (06/21/91)  860.4    (m)         2823.     (f) VERT ANG    3  
 CY1252
 CY1252.Superseded values are not recommended for survey control.
 CY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1252.See file dsdata.txt to determine how the superseded data were derived.
 CY1252
 CY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0467843532(NAD 83)
 CY1252_MARKER: DS = TRIANGULATION STATION DISK
 CY1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1252+STABILITY: SURFACE MOTION
 CY1252
 CY1252  HISTORY     - Date     Condition        Report By
 CY1252  HISTORY     - 1984     MONUMENTED       AZDT
 CY1252  HISTORY     - 20060825 GOOD             GEOCAC
 CY1252
 CY1252                          STATION DESCRIPTION
 CY1252
 CY1252'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 CY1252'THE STATION IS LOCATED 3-3/4 MILES NORTHWEST OF PIMA AND 0.1 MILE
 CY1252'SOUTH OF U.S. HIGHWAY 70.  IT IS ON TOP OF A 20 FOOT BANK ON THE NORTH
 CY1252'SIDE OF A DAIRY BARN.
 CY1252'
 CY1252'THE STATION MARK IS AN AZDT DISK STAMPED---DAIRY 1985---.  IT IS SET
 CY1252'IN TOP OF A 10 INCH CONCRETE MONUMENT 48 FEET NORTH OF THE NORTHEAST
 CY1252'CORNER OF THE BARN AND 3 FEET SOUTH OF THE WITNESS POST.
 CY1252'
 CY1252'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DAIRY RM 1 1985---.  IT IS
 CY1252'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1252'
 CY1252'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DAIRY RM 2 1985---.  IT IS
 CY1252'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1252'
 CY1252'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST
 CY1252'ALONG U.S. HIGHWAY 70 FOR 3.9 MILES TO MILE POST 326.9 AND A SIDE ROAD
 CY1252'LEFT.  TURN LEFT FOR ABOUT 150 FEET CROSSING THE RAILROAD AND A CANAL
 CY1252'TO A FORK.  TAKE THE LEFT FORK SOUTHEAST FOR ABOUT 400 FEET KEEPING
 CY1252'TO THE RIGHT OF A HOUSE THEN LEFT TO THE BASE OF A HILL BELOW A BARN
 CY1252'AND END OF TRUCK TRAVEL.  PACK SOUTH ABOUT 50 FEET TO STATION.
 CY1252
 CY1252                          STATION RECOVERY (2006)
 CY1252
 CY1252'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1252'RECOVERED STATION MARK AND ALL REFERENCE MARKS IN GOOD CONDITION AS
 CY1252'DESCRIBED. NOTE THAT MARK IS LOCATED ON PRIVATE PROPERTY. PLEASE SEEK
 CY1252'OWNER PERMISSION (IN BARN EAST OF MARK) PRIOR TO ACCESSING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1920 ***********************************************************************
 AI1920  DESIGNATION -  DALAGER
 AI1920  PID         -  AI1920
 AI1920  STATE/COUNTY-  AZ/MARICOPA
 AI1920  USGS QUAD   -  PARADISE VALLEY (1982)
 AI1920
 AI1920                         *CURRENT SURVEY CONTROL
 AI1920  ___________________________________________________________________
 AI1920* NAD 83(2007)-  33 36 11.31321(N)    111 59 31.92197(W)     ADJUSTED  
 AI1920* NAVD 88     -       424.6    (meters)    1393.     (feet)  GPS OBS   
 AI1920  ___________________________________________________________________
 AI1920  EPOCH DATE  -        2007.00
 AI1920  X           -  -1,991,515.059 (meters)                     COMP
 AI1920  Y           -  -4,931,105.247 (meters)                     COMP
 AI1920  Z           -   3,510,086.887 (meters)                     COMP
 AI1920  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AI1920  ELLIP HEIGHT-         395.069 (meters)          (02/10/07) ADJUSTED
 AI1920  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AI1920
 AI1920  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1920  Type    PID    Designation                      North   East  Ellip
 AI1920  -------------------------------------------------------------------
 AI1920  NETWORK AI1920 DALAGER                           0.29   0.27   0.88
 AI1920  -------------------------------------------------------------------
 AI1920
 AI1920.The horizontal coordinates were established by GPS observations
 AI1920.and adjusted by the National Geodetic Survey in February 2007.
 AI1920
 AI1920.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1920.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1920.The horizontal coordinates are valid at the epoch date displayed above.
 AI1920.The epoch date for horizontal control is a decimal equivalence
 AI1920.of Year/Month/Day.
 AI1920
 AI1920.The orthometric height was determined by GPS observations and a
 AI1920.high-resolution geoid model.
 AI1920
 AI1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1920
 AI1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1920
 AI1920.The ellipsoidal height was determined by GPS observations
 AI1920.and is referenced to NAD 83.
 AI1920
 AI1920.The geoid height was determined by GEOID03.
 AI1920
 AI1920;                    North         East     Units Scale Factor Converg.
 AI1920;SPC AZ C     -   288,641.854   206,350.235   MT  0.99990061   -0 02 30.5
 AI1920;SPC AZ C     -   946,987.71    677,002.08   iFT  0.99990061   -0 02 30.5
 AI1920;UTM  12      - 3,718,595.775   407,946.731   MT  0.99970447   -0 32 57.0
 AI1920
 AI1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1920!SPC AZ C     -   0.99993798  x   0.99990061  =   0.99983860
 AI1920!UTM  12      -   0.99993798  x   0.99970447  =   0.99964247
 AI1920
 AI1920                          SUPERSEDED SURVEY CONTROL
 AI1920
 AI1920  NAD 83(1992)-  33 36 11.31256(N)    111 59 31.92120(W) AD(       ) A
 AI1920  ELLIP H (09/30/99)  395.093  (m)                       GP(       ) 3 1
 AI1920
 AI1920.Superseded values are not recommended for survey control.
 AI1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1920.See file dsdata.txt to determine how the superseded data were derived.
 AI1920
 AI1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0794718596(NAD 83)
 AI1920_MARKER: DD = SURVEY DISK
 AI1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1920_SP_SET: CONCRETE PATIO SLAB
 AI1920_STAMPING: DALAGER 1998
 AI1920_MARK LOGO: BOR   
 AI1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1920+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1920
 AI1920  HISTORY     - Date     Condition        Report By
 AI1920  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1920  HISTORY     - 20051203 GOOD             USPSQD
 AI1920
 AI1920                          STATION DESCRIPTION
 AI1920
 AI1920'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BD)
 AI1920'THE STATION IS LOCATED IN NORTHEAST PHOENIX, ABOUT 4.2 MI (6.8 KM)
 AI1920'NORTHEAST OF SQUAW PEAK MOUNTAIN,AND 0.6 MI (1.0 KM) NORTHWEST OF THE
 AI1920'INTERSECTION OF 40TH STREET AND CACTUS STREET.  OWNERSHIP--BRIAN
 AI1920'DALAGER, 4102 E. ASTER DRIVE, PHOENIX AZ 85032.  PERMISSION MUST BE
 AI1920'OBTAINED BEFORE OCCUPYING STATION.  TO REACH THE STATION FROM THE
 AI1920'INTERSECTION OF 40TH STREET AND CACTUS ROAD IN PHOENIX, GO NORTH FOR
 AI1920'0.5 MI (0.8 KM) ON 40TH STREET TO SWEETWATER AVENUE.  TURN RIGHT AND
 AI1920'GO EAST FOR 0.2 MI (0.3 KM) ON SWEETWATER AVENUE TO 41ST PLACE.  TURN
 AI1920'RIGHT AND GO SOUTH FOR 0.09 MI (0.14 KM) ON 41ST PLACE TO E. ASTER
 AI1920'DRIVE.  TURN LEFT AND GO EAST ON E. ASTER DRIVE TO THE RESIDENCE AT
 AI1920'4102 E. ASTER DRIVE ON LEFT AND END OF VEHICLE TRAVEL.  GO NORTH ON
 AI1920'THE SIDEWALK ON EAST SIDE OF HOUSE TO A GATE IN BLOCK WALL.  PASS
 AI1920'THROUGH GATE AND GO NORTH-NORTHEAST FOR ABOUT 15 FT (4.6 M) TO THE
 AI1920'STATION.  THE STATION IS A BOR DISK SET IN A CONCRETE PATIO SLAB.
 AI1920'LOCATED 12 FT (3.7 M) NORTHEAST OF NORTHEAST CORNER OF HOUSE, ABOUT 7
 AI1920'FT (2.1 M) WEST FROM THE BLOCK WALL, 7 FT (2.1 M) EAST FROM THE
 AI1920'NORTHEAST CORNER OF PATIO AND 1 FT (0.3 M) SOUTH FROM THE EDGE OF
 AI1920'PATIO SLAB.  NOTE--THE STATION WAS SET BY THE PROPERTY OWNER.  HE IS
 AI1920'NOT AFFILIATED WITH THE BOR.
 AI1920
 AI1920                          STATION RECOVERY (2005)
 AI1920
 AI1920'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 AI1920'RECOVERED AS DESCRIBED.  PROPERTY IS NOW A RENTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2228 ***********************************************************************
 DV2228  DESIGNATION -  DALE
 DV2228  PID         -  DV2228
 DV2228  STATE/COUNTY-  AZ/MARICOPA
 DV2228  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2228
 DV2228                         *CURRENT SURVEY CONTROL
 DV2228  ___________________________________________________________________
 DV2228* NAD 83(2007)-  33 32 26.37289(N)    112 07 32.23085(W)     ADJUSTED  
 DV2228* NAVD 88     -       361.0    (meters)    1184.     (feet)  VERTCON   
 DV2228  ___________________________________________________________________
 DV2228  EPOCH DATE  -        2007.00
 DV2228  X           -  -2,004,415.719 (meters)                     COMP
 DV2228  Y           -  -4,929,955.555 (meters)                     COMP
 DV2228  Z           -   3,504,276.995 (meters)                     COMP
 DV2228  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DV2228  ELLIP HEIGHT-         331.297 (meters)          (02/10/07) ADJUSTED
 DV2228  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV2228
 DV2228  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2228  Type    PID    Designation                      North   East  Ellip
 DV2228  -------------------------------------------------------------------
 DV2228  NETWORK DV2228 DALE                              3.61   2.51   6.51
 DV2228  -------------------------------------------------------------------
 DV2228
 DV2228.The horizontal coordinates were established by GPS observations
 DV2228.and adjusted by the National Geodetic Survey in February 2007.
 DV2228
 DV2228.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2228.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2228.The horizontal coordinates are valid at the epoch date displayed above.
 DV2228.The epoch date for horizontal control is a decimal equivalence
 DV2228.of Year/Month/Day.
 DV2228
 DV2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2228
 DV2228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2228
 DV2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2228
 DV2228.The ellipsoidal height was determined by GPS observations
 DV2228.and is referenced to NAD 83.
 DV2228
 DV2228.The geoid height was determined by GEOID03.
 DV2228
 DV2228;                    North         East     Units Scale Factor Converg.
 DV2228;SPC AZ C     -   281,729.213   193,954.560   MT  0.99990464   -0 06 55.6
 DV2228;SPC AZ C     -   924,308.44    636,333.86   iFT  0.99990464   -0 06 55.6
 DV2228;UTM  12      - 3,711,794.324   395,492.661   MT  0.99973465   -0 37 19.2
 DV2228
 DV2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2228!SPC AZ C     -   0.99994799  x   0.99990464  =   0.99985264
 DV2228!UTM  12      -   0.99994799  x   0.99973465  =   0.99968266
 DV2228
 DV2228                          SUPERSEDED SURVEY CONTROL
 DV2228
 DV2228  ELLIP H (06/11/02)  331.334  (m)                       GP(       ) 4 2
 DV2228  NAD 83(1992)-  33 32 26.37134(N)    112 07 32.23041(W) AD(       ) 1
 DV2228  ELLIP H (08/23/93)  331.393  (m)                       GP(       ) 4 2
 DV2228  NAD 83(1986)-  33 32 26.36578(N)    112 07 32.23594(W) AD(       ) 1
 DV2228  NGVD 29 (09/11/89)  360.5    (m)         1183.     (f) GPS OBS     3  
 DV2228
 DV2228.Superseded values are not recommended for survey control.
 DV2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2228.See file dsdata.txt to determine how the superseded data were derived.
 DV2228
 DV2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9549311794(NAD 83)
 DV2228_MARKER: DD = SURVEY DISK
 DV2228_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DV2228_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DV2228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2228+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2228
 DV2228  HISTORY     - Date     Condition        Report By
 DV2228  HISTORY     - 1986     MONUMENTED       AZDT
 DV2228  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV2228
 DV2228                          STATION DESCRIPTION
 DV2228
 DV2228'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2228'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF THE
 DV2228'GLENDALE ROAD TRAFFIC INTERCHANGE OF INTERSTATE HWY. 10  IN
 DV2228'PHOENIX, ARIZONA.
 DV2228'
 DV2228'TO REACH THE STATION FROM THE INTERSECTION OF GLENDALE AVENUE AND
 DV2228'31ST AVENUE, GO NORTH ON 31ST AVENUE FOR 0.21 KM (0.13 MI) TO THE
 DV2228'STATION IN THE CENTERLINE.
 DV2228'
 DV2228'THE STATION IS A STANDARD CITY OF PHOENIX BRASS CAP
 DV2228'UNSTAMPED---,
 DV2228'SET INTO THE TOP OF THE SOUTHWEST PORTION OF AN IRREGULAR MASS OF
 DV2228'CONCRETE FLUSH WITH THE GROUND.  LOCATED
 DV2228'0.3 METERS (1 FT) WEST FROM THE CENTERLINE OF 31ST AVENUE,
 DV2228'6.22 METERS (20.4 FT) EAST FROM THE WEST CURB OF 31ST AVENUE,
 DV2228'6.16 METERS (20.2 FT) WEST FROM THE EAST CURB OF 31ST AVENUE,
 DV2228'9.14 METERS (30 FT) EAST FROM A BLOCK WALL CORNER.
 DV2228
 DV2228                          STATION RECOVERY (1995)
 DV2228
 DV2228'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0669 ***********************************************************************
 DV0669  DESIGNATION -  DALL
 DV0669  PID         -  DV0669
 DV0669  STATE/COUNTY-  AZ/MARICOPA
 DV0669  USGS QUAD   -  PHOENIX (1982)
 DV0669
 DV0669                         *CURRENT SURVEY CONTROL
 DV0669  ___________________________________________________________________
 DV0669* NAD 83(1992)-  33 27 37.74886(N)    112 00 15.09974(W)     ADJUSTED  
 DV0669* NAVD 88     -       348.82   (+/-2cm)    1144.4    (feet)  VERTCON   
 DV0669  ___________________________________________________________________
 DV0669  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV0669  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0669  HORZ ORDER  -  SECOND
 DV0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0669
 DV0669.The horizontal coordinates were established by classical geodetic methods
 DV0669.and adjusted by the National Geodetic Survey in August 1993.
 DV0669
 DV0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0669.The vertical order pertains to the NGVD 29 superseded value.
 DV0669
 DV0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0669
 DV0669.The geoid height was determined by GEOID03.
 DV0669
 DV0669;                    North         East     Units Scale Factor Converg.
 DV0669;SPC AZ C     -   272,821.680   205,223.822   MT  0.99990082   -0 02 53.7
 DV0669;SPC AZ C     -   895,084.25    673,306.50   iFT  0.99990082   -0 02 53.7
 DV0669;UTM  12      - 3,702,789.253   406,680.785   MT  0.99970736   -0 33 13.4
 DV0669
 DV0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0669!SPC AZ C     -   0.99994991  x   0.99990082  =   0.99985074
 DV0669!UTM  12      -   0.99994991  x   0.99970736  =   0.99965729
 DV0669
 DV0669|---------------------------------------------------------------------|
 DV0669| PID    Reference Object                     Distance      Geod. Az  |
 DV0669|                                                           dddmmss.s |
 DV0669| DV0671 DALL RM 1                            12.388 METERS 00058     |
 DV0669| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 1.9 KM 0035231.1 |
 DV0669| DV0672 DALL AZ MK                                         0174435.5 |
 DV0669| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 2.0 KM 0574842.5 |
 DV0669| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.4 KM 1191245.2 |
 DV0669| DV1667 DALL 2                               13.365 METERS 12330     |
 DV0669| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 2.6 KM 1234302.9 |
 DV0669| DV1668 DALL 2 RM 3                          18.414 METERS 14240     |
 DV0669| DV0670 DALL RM 2                            12.568 METERS 17810     |
 DV0669|---------------------------------------------------------------------|
 DV0669
 DV0669                          SUPERSEDED SURVEY CONTROL
 DV0669
 DV0669  NAD 83(1986)-  33 27 37.74322(N)    112 00 15.10506(W) AD(       ) 2
 DV0669  NAD 27      -  33 27 37.58560(N)    112 00 12.57660(W) AD(       ) 2
 DV0669  NGVD 29 (??/??/92)  348.168  (m)         1142.28   (f) ADJ UNCH    2 0
 DV0669
 DV0669.Superseded values are not recommended for survey control.
 DV0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0669.See file dsdata.txt to determine how the superseded data were derived.
 DV0669
 DV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0668102789(NAD 83)
 DV0669_MARKER: DE = TRAVERSE STATION DISK
 DV0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0669_STAMPING: DALL 1963
 DV0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0669+STABILITY: SURFACE MOTION
 DV0669
 DV0669  HISTORY     - Date     Condition        Report By
 DV0669  HISTORY     - 1963     MONUMENTED       CGS
 DV0669  HISTORY     - 1963     GOOD             CGS
 DV0669  HISTORY     - 1977     GOOD             NGS
 DV0669
 DV0669                          STATION DESCRIPTION
 DV0669
 DV0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0669'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF THE CENTRAL
 DV0669'SECTION OF PHOENIX AT THE CORNER OF EAST PORTLAND STREET AND
 DV0669'NORTH 36 TH STREET.
 DV0669'
 DV0669'TO REACH THE STATION FROM THE INTERSECTION OF MC DOWELL ROAD
 DV0669'AND 35 TH STREET, GO SOUTH ON 35 TH STREET FOR 0.35 MILE TO
 DV0669'PORTLAND STREET, TURN LEFT AND GO EAST ON PORTLAND STREET FOR
 DV0669'0.1 MILE TO THE END OF PORTLAND STREET AND THE STATION AS
 DV0669'DESCRIBED.
 DV0669'
 DV0669'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK STAMPED
 DV0669'DALL 1963 SET IN TOP OF 12-INCH CONCRETE CYLINDER WHICH
 DV0669'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET
 DV0669'WEST OF A NORTH AND SOUTH FENCE LINE, 3.3 FEET SOUTHWEST OF A
 DV0669'STANDARD METAL WITNESS POST AND MARKER AND 20.0 FEET EAST OF
 DV0669'THE APPROXIMATE CENTER OF NORTH 36 TH STREET.
 DV0669'
 DV0669'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALL NO 1 1963,
 DV0669'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 DV0669'ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET EAST OF A NORTH AND
 DV0669'SOUTH FENCE LINE, 22.0 FEET EAST OF THE APPROXIMATE CENTER OF
 DV0669'NORTH 36 TH STREET, 38.6 FEET NORTH OF THE WITNESS POST AND IS
 DV0669'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DV0669'
 DV0669'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALL NO 2 1963,
 DV0669'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 DV0669'ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF A NORTH AND
 DV0669'SOUTH FENCE LINE, 15.0 FEET EAST OF 36 TH STREET, 23.3 FEET SOUTH
 DV0669'OF THE WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE
 DV0669'STATION MARK.
 DV0669'
 DV0669'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DALL 1963, CEMENTED
 DV0669'IN A DRILL HOLE IN THE NORTHWEST CURB OF 37 TH STREET AND
 DV0669'MC DOWELL ROAD.  IT IS 3.8 FEET WEST OF THE CENTER OF A 10-INCH
 DV0669'HAND HOLE, 4.0 FEET SOUTH OF MC DOWELL ROAD AND 37 TH STREET
 DV0669'MARKER, 7.0 FEET WEST OF THE CENTER OF A MAN HOLE, 28.0 FEET
 DV0669'WEST OF THE CENTER LINE OF 37 TH STREET AND 37.0 FEET NORTH OF
 DV0669'THE CENTER LINE OF MC DOWELL ROAD.
 DV0669'
 DV0669'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON EAST
 DV0669'PORTLAND STREET FOR 0.1 MILE TO 35 TH STREET, TURN RIGHT AND GO
 DV0669'NORTH ON 35 TH STREET FOR 0.35 MILE TO MC DOWELL ROAD, TURN
 DV0669'RIGHT AND GO EAST ON MC DOWELL ROAD FOR 0.25 MILE TO THE JUNCTION
 DV0669'OF 37 TH STREET AND THE AZIMUTH LOCATED ON THE LEFT AS DESCRIBED
 DV0669'ABOVE.
 DV0669'
 DV0669'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0669
 DV0669                          STATION RECOVERY (1963)
 DV0669
 DV0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0669'IN PHOENIX.
 DV0669'0.4 MILE SOUTH ALONG NORTH 35TH STREET FROM THE INTERSECTION OF NORTH
 DV0669'35TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0669'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET, IN
 DV0669'THE APPROXIMATE CENTER (EXTENDED) OF THE STREET, 80 FEET NORTHEAST OF
 DV0669'THE NORTHEAST CORNER OF HOUSE NO. 3527, 35 FEET NORTHEAST OF A STREET
 DV0669'LIGHT POLE, 3 FEET WEST OF A FENCE, 3.3 FEET SOUTHWEST OF A METAL
 DV0669'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0669
 DV0669                          STATION RECOVERY (1977)
 DV0669
 DV0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DV0669'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 DV0669'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 DV0669'OBSTRUCTED BY A BUILDING AND REFERENCE MARK 2 IS BELIEVED BURIED BY
 DV0669'A LARGE MOUND OF DIRT.  THE STATION AND BOTH REFERENCE MARKS WERE IN
 DV0669'THE ROUTE OF CONSTRUCTION AND WERE MOVED BY REQUEST OF THE CITY
 DV0669'OF PHOENIX.
 DV0669'
 DV0669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX.
 DV0669'
 DV0669'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1667 ***********************************************************************
 DV1667  DESIGNATION -  DALL 2
 DV1667  PID         -  DV1667
 DV1667  STATE/COUNTY-  AZ/MARICOPA
 DV1667  USGS QUAD   -  PHOENIX (1982)
 DV1667
 DV1667                         *CURRENT SURVEY CONTROL
 DV1667  ___________________________________________________________________
 DV1667* NAD 83(1992)-  33 27 37.50944(N)    112 00 14.66819(W)     NO CHECK  
 DV1667* NAVD 88     -       348.641  (meters)    1143.83   (feet)  ADJUSTED  
 DV1667  ___________________________________________________________________
 DV1667  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV1667  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1667  DYNAMIC HT  -         348.237 (meters)    1142.51  (feet)  COMP
 DV1667  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DV1667
 DV1667  HORZ ORDER  -  SECOND
 DV1667  VERT ORDER  -  SECOND    CLASS I
 DV1667
 DV1667.The horizontal coordinates were established by classical geodetic methods
 DV1667.and adjusted by the National Geodetic Survey in August 1993.
 DV1667.No horizontal observational check was made to the station.
 DV1667
 DV1667.The orthometric height was determined by differential leveling
 DV1667.and adjusted in November 1993.
 DV1667
 DV1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1667
 DV1667.The geoid height was determined by GEOID03.
 DV1667
 DV1667.The dynamic height is computed by dividing the NAVD 88
 DV1667.geopotential number by the normal gravity value computed on the
 DV1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1667.degrees latitude (g = 980.6199 gals.).
 DV1667
 DV1667.The modeled gravity was interpolated from observed gravity values.
 DV1667
 DV1667;                    North         East     Units Scale Factor Converg.
 DV1667;SPC AZ C     -   272,814.295   205,234.959   MT  0.99990081   -0 02 53.5
 DV1667;SPC AZ C     -   895,060.02    673,343.04   iFT  0.99990081   -0 02 53.5
 DV1667;UTM  12      - 3,702,781.772   406,691.854   MT  0.99970734   -0 33 13.1
 DV1667
 DV1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1667!SPC AZ C     -   0.99994994  x   0.99990081  =   0.99985076
 DV1667!UTM  12      -   0.99994994  x   0.99970734  =   0.99965730
 DV1667
 DV1667:                Primary Azimuth Mark                     Grid Az
 DV1667:SPC AZ C     -  PHOENIX RADIO KTAR S TWR OF 2            003 34 43.9
 DV1667:UTM  12      -  PHOENIX RADIO KTAR S TWR OF 2            004 05 03.5
 DV1667
 DV1667|---------------------------------------------------------------------|
 DV1667| PID    Reference Object                     Distance      Geod. Az  |
 DV1667|                                                           dddmmss.s |
 DV1667| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 1.9 KM 0033150.4 |
 DV1667| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.4 KM 1191118.6 |
 DV1667| DV1668 DALL 2 RM 3                           7.264 METERS 17949     |
 DV1667| DV0669 DALL                                 13.365 METERS 30330     |
 DV1667|---------------------------------------------------------------------|
 DV1667
 DV1667                          SUPERSEDED SURVEY CONTROL
 DV1667
 DV1667  NAD 83(1986)-  33 27 37.50379(N)    112 00 14.67350(W) AD(       ) 2
 DV1667  NAD 27      -  33 27 37.34613(N)    112 00 12.14499(W) AD(       ) 2
 DV1667  NGVD 29 (07/19/86)  348.01   (m)         1141.8    (f) LEVELING    3  
 DV1667
 DV1667.Superseded values are not recommended for survey control.
 DV1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1667.See file dsdata.txt to determine how the superseded data were derived.
 DV1667
 DV1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0669202782(NAD 83)
 DV1667_MARKER: DE = TRAVERSE STATION DISK
 DV1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1667_SP_SET: CONCRETE POST
 DV1667_STAMPING: DALL 2 1977
 DV1667_MARK LOGO: NGS   
 DV1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1667+STABILITY: SURFACE MOTION
 DV1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1667+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DV1667
 DV1667  HISTORY     - Date     Condition        Report By
 DV1667  HISTORY     - 1977     MONUMENTED       NGS
 DV1667  HISTORY     - 1979     GOOD             AZDT
 DV1667  HISTORY     - 20060823 GOOD             GEOCAC
 DV1667  HISTORY     - 20071002 GOOD             INDIV
 DV1667
 DV1667                          STATION DESCRIPTION
 DV1667
 DV1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DV1667'THE STATION IS LOCATED IN THE CITY OF PHOENIX AT THE INTERSECTION OF
 DV1667'NORTH 36TH STREET AND EAST PORTLAND STREET IN THE SOUTHEAST ANGLE OF
 DV1667'THE INTERSECTION.  DUE TO STREET CONSTRUCTION REFERENCE MARK 4 WAS
 DV1667'NOT SET AT THIS TIME AND REFERENCE DISTANCES TO THE MARKS COULD
 DV1667'NOT BE MADE.
 DV1667'
 DV1667'THE STATION MARK IS A STANDARD DISK STAMPED, DALL 2 1977.  IT IS SET
 DV1667'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 DV1667'26 FEET NORTH OF THE FIRST POWER POLE SOUTHEAST OF THE INTERSECTION
 DV1667'AND ON LINE WITH THE POWER POLES.  THE MARK IS 1 FOOT WEST OF A
 DV1667'WITNESS POST.
 DV1667'
 DV1667'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DALL 2 NO 3 1977.  IT IS
 DV1667'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 DV1667'IS 2 FEET NORTH OF THE FIRST POWER POLE SOUTHEAST OF THE
 DV1667'INTERSECTION AND ON LINE WITH THE POWER POLES.
 DV1667'
 DV1667'ONE OF THE TWO INTERSECTION STATIONS IN THE BOX SCORE SHOULD BE
 DV1667'USED FOR AN AZIMUTH MARK UNTIL SUCH TIME AS CONSTRUCTION IS
 DV1667'COMPLETED AND THE STATION MOVING IS COMPLETE.
 DV1667'
 DV1667'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1667
 DV1667                          STATION RECOVERY (1979)
 DV1667
 DV1667'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1667'IN PHOENIX.
 DV1667'IN PHOENIX, FROM 20TH STREET AND MCDOWELL TRAVEL EAST ALONG MCDOWELL
 DV1667'FOR 2.0 MI (3.22 KM) TO 36TH STREET, THENCE SOUTH ALONG 36TH STREET
 DV1667'FOR 0.37 MI (0.60 KM) TO PORTLAND STREET AND THE MARK, 34.7 FT (10.58
 DV1667'METERS) EAST OF THE CENTERLINE OF 36ND STREET, 25.0 (7.6 METERS) SOUTH
 DV1667'OF THE EXTENDED CENTERLINE OF PORTLAND STREET, A STANDARD NGS BRASS
 DV1667'CAP IN A CONCRETE POST.
 DV1667
 DV1667                          STATION RECOVERY (2006)
 DV1667
 DV1667'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1667'RECOVERED IN GOOD CONDITION.
 DV1667
 DV1667                          STATION RECOVERY (2007)
 DV1667
 DV1667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MLB)
 DV1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1668 ***********************************************************************
 DV1668  DESIGNATION -  DALL 2 RM 3
 DV1668  PID         -  DV1668
 DV1668  STATE/COUNTY-  AZ/MARICOPA
 DV1668  USGS QUAD   -  PHOENIX (1982)
 DV1668
 DV1668                         *CURRENT SURVEY CONTROL
 DV1668  ___________________________________________________________________
 DV1668* NAD 83(1986)-  33 27 37.     (N)    112 00 16.     (W)     SCALED    
 DV1668* NAVD 88     -       348.763  (meters)    1144.23   (feet)  ADJUSTED  
 DV1668  ___________________________________________________________________
 DV1668  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1668  DYNAMIC HT  -         348.359 (meters)    1142.91  (feet)  COMP
 DV1668  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DV1668
 DV1668  VERT ORDER  -  SECOND    CLASS I
 DV1668
 DV1668.The horizontal coordinates were scaled from a topographic map and have
 DV1668.an estimated accuracy of +/- 6 seconds.
 DV1668
 DV1668.The orthometric height was determined by differential leveling
 DV1668.and adjusted in November 1993.
 DV1668
 DV1668.The geoid height was determined by GEOID03.
 DV1668
 DV1668.The dynamic height is computed by dividing the NAVD 88
 DV1668.geopotential number by the normal gravity value computed on the
 DV1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1668.degrees latitude (g = 980.6199 gals.).
 DV1668
 DV1668.The modeled gravity was interpolated from observed gravity values.
 DV1668
 DV1668;                    North         East    Units  Estimated Accuracy
 DV1668;SPC AZ C     -   272,800.      205,200.      MT  (+/- 180 meters Scaled)
 DV1668
 DV1668                          SUPERSEDED SURVEY CONTROL
 DV1668
 DV1668.No superseded survey control is available for this station.
 DV1668
 DV1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV1668_MARKER: DR = REFERENCE MARK DISK
 DV1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1668_SP_SET: CONCRETE POST
 DV1668_STAMPING: DALL 2 NO 3 1977
 DV1668_MARK LOGO: NGS   
 DV1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1668+STABILITY: SURFACE MOTION
 DV1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1668+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DV1668
 DV1668  HISTORY     - Date     Condition        Report By
 DV1668  HISTORY     - 1977     MONUMENTED       NGS
 DV1668  HISTORY     - 1979     GOOD             AZDT
 DV1668  HISTORY     - 20060823 GOOD             GEOCAC
 DV1668
 DV1668                          STATION DESCRIPTION
 DV1668
 DV1668'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1668'IN PHOENIX.
 DV1668'IN PHOENIX, FROM 20TH STREET AND MCDOWELL TRAVEL EAST ALONG MCDOWELL
 DV1668'FOR 2.0 MI (3.22 KM) TO 36TH STREET, THENCE SOUTH ALONG 36TH STREET
 DV1668'FOR 0.37 MI (0.60 KM) TO PORTLAND STREET AND THE MARK ON THE LEFT,
 DV1668'35.0 FT (10.6 METERS) EAST OF CENTERLINE OF PORTLAND STRET, 36 FT
 DV1668'(11.2 METERS) FROM STATION DALL 2, A STANDARD NGS CAP IN A CONCRETE
 DV1668'POST.
 DV1668
 DV1668                          STATION RECOVERY (2006)
 DV1668
 DV1668'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0672 ***********************************************************************
 DV0672  DESIGNATION -  DALL AZ MK
 DV0672  PID         -  DV0672
 DV0672  STATE/COUNTY-  AZ/MARICOPA
 DV0672  USGS QUAD   -  PHOENIX (1982)
 DV0672
 DV0672                         *CURRENT SURVEY CONTROL
 DV0672  ___________________________________________________________________
 DV0672* NAD 83(1986)-  33 27 54.     (N)    112 00 09.     (W)     SCALED    
 DV0672* NAVD 88     -       351.708  (meters)    1153.90   (feet)  ADJUSTED  
 DV0672  ___________________________________________________________________
 DV0672  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV0672  DYNAMIC HT  -         351.301 (meters)    1152.56  (feet)  COMP
 DV0672  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 DV0672
 DV0672  VERT ORDER  -  SECOND    CLASS 0
 DV0672
 DV0672.The horizontal coordinates were scaled from a topographic map and have
 DV0672.an estimated accuracy of +/- 6 seconds.
 DV0672
 DV0672.The orthometric height was determined by differential leveling
 DV0672.and adjusted in November 1993.
 DV0672
 DV0672.The geoid height was determined by GEOID03.
 DV0672
 DV0672.The dynamic height is computed by dividing the NAVD 88
 DV0672.geopotential number by the normal gravity value computed on the
 DV0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0672.degrees latitude (g = 980.6199 gals.).
 DV0672
 DV0672.The modeled gravity was interpolated from observed gravity values.
 DV0672
 DV0672;                    North         East    Units  Estimated Accuracy
 DV0672;SPC AZ C     -   273,320.      205,380.      MT  (+/- 180 meters Scaled)
 DV0672
 DV0672                          SUPERSEDED SURVEY CONTROL
 DV0672
 DV0672  NGVD 29 (??/??/92)  351.054  (m)         1151.75   (f) ADJ UNCH    2 0
 DV0672
 DV0672.Superseded values are not recommended for survey control.
 DV0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0672.See file dsdata.txt to determine how the superseded data were derived.
 DV0672
 DV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC068032(NAD 83)
 DV0672_MARKER: DZ = AZIMUTH MARK DISK
 DV0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0672_SP_SET: CURB
 DV0672_STAMPING: DALL 1963
 DV0672_MARK LOGO: CGS   
 DV0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0672
 DV0672  HISTORY     - Date     Condition        Report By
 DV0672  HISTORY     - 1963     MONUMENTED       CGS
 DV0672  HISTORY     - 1967     GOOD             NGS
 DV0672  HISTORY     - 1979     GOOD             AZDT
 DV0672  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV0672
 DV0672                          STATION DESCRIPTION
 DV0672
 DV0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0672'IN PHOENIX.
 DV0672'ABOUT 0.5 MILE NORTHEAST OF TRAVERSE STATION DALL, AT THE INTERSECTION
 DV0672'OF EAST MCDOWELL ROAD, AND NORTH 37TH STREET, 33 FEET NORTH OF THE
 DV0672'CENTER OF EAST MCDOWELL ROAD, 30 FEET WEST OF THE CENTER OF NORTH 37TH
 DV0672'STREET, SET IN TOP OF CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 DV0672'INTERSECTION, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET.
 DV0672
 DV0672                          STATION RECOVERY (1967)
 DV0672
 DV0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0672'RECOVERED IN GOOD CONDITION.
 DV0672
 DV0672                          STATION RECOVERY (1979)
 DV0672
 DV0672'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0672'RECOVERED IN GOOD CONDITION.
 DV0672
 DV0672                          STATION RECOVERY (2006)
 DV0672
 DV0672'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0672'THE CURB AND SIDEWALK AT THE DESCRIBED LOCATION ARE MARKED 1984.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0671 ***********************************************************************
 DV0671  DESIGNATION -  DALL RM 1
 DV0671  PID         -  DV0671
 DV0671  STATE/COUNTY-  AZ/MARICOPA
 DV0671  USGS QUAD   -  PHOENIX (1982)
 DV0671
 DV0671                         *CURRENT SURVEY CONTROL
 DV0671  ___________________________________________________________________
 DV0671* NAD 83(1986)-  33 27 37.     (N)    112 00 15.     (W)     SCALED    
 DV0671* NAVD 88     -       348.92   (+/-2cm)    1144.7    (feet)  VERTCON   
 DV0671  ___________________________________________________________________
 DV0671  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0671
 DV0671.The horizontal coordinates were scaled from a topographic map and have
 DV0671.an estimated accuracy of +/- 6 seconds.
 DV0671
 DV0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0671.The vertical order pertains to the NGVD 29 superseded value.
 DV0671
 DV0671.The geoid height was determined by GEOID03.
 DV0671
 DV0671;                    North         East    Units  Estimated Accuracy
 DV0671;SPC AZ C     -   272,800.      205,230.      MT  (+/- 180 meters Scaled)
 DV0671
 DV0671                          SUPERSEDED SURVEY CONTROL
 DV0671
 DV0671  NGVD 29 (??/??/92)  348.272  (m)         1142.62   (f) ADJ UNCH    2 0
 DV0671
 DV0671.Superseded values are not recommended for survey control.
 DV0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0671.See file dsdata.txt to determine how the superseded data were derived.
 DV0671
 DV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV0671_MARKER: DR = REFERENCE MARK DISK
 DV0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0671_STAMPING: DALL NO 1 1963
 DV0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0671+STABILITY: SURFACE MOTION
 DV0671
 DV0671  HISTORY     - Date     Condition        Report By
 DV0671  HISTORY     - 1963     MONUMENTED       CGS
 DV0671
 DV0671                          STATION DESCRIPTION
 DV0671
 DV0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0671'IN PHOENIX.
 DV0671'0.4 MILE SOUTH ALONG NORTH 35TH STREET FROM THE INTERSECTION OF NORTH
 DV0671'35TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0671'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET,
 DV0671'40.6 FEET NORTH OF TRAVERSE STATION DALL, 76 FEET SOUTHEAST OF THE
 DV0671'NORTHEAST CORNER OF HOUSE NO. 3532, 38 FEET NORTH OF THE EXTENDED
 DV0671'CENTER OF THE STREET, 2 FEET WEST OF A FENCE, 38.5 FEET NORTH OF A
 DV0671'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV0671'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0670 ***********************************************************************
 DV0670  DESIGNATION -  DALL RM 2
 DV0670  PID         -  DV0670
 DV0670  STATE/COUNTY-  AZ/MARICOPA
 DV0670  USGS QUAD   -  PHOENIX (1982)
 DV0670
 DV0670                         *CURRENT SURVEY CONTROL
 DV0670  ___________________________________________________________________
 DV0670* NAD 83(1986)-  33 27 37.     (N)    112 00 15.     (W)     SCALED    
 DV0670* NAVD 88     -       348.80   (+/-2cm)    1144.4    (feet)  VERTCON   
 DV0670  ___________________________________________________________________
 DV0670  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0670
 DV0670.The horizontal coordinates were scaled from a topographic map and have
 DV0670.an estimated accuracy of +/- 6 seconds.
 DV0670
 DV0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0670.The vertical order pertains to the NGVD 29 superseded value.
 DV0670
 DV0670.The geoid height was determined by GEOID03.
 DV0670
 DV0670;                    North         East    Units  Estimated Accuracy
 DV0670;SPC AZ C     -   272,800.      205,230.      MT  (+/- 180 meters Scaled)
 DV0670
 DV0670                          SUPERSEDED SURVEY CONTROL
 DV0670
 DV0670  NGVD 29 (??/??/92)  348.150  (m)         1142.22   (f) ADJ UNCH    2 0
 DV0670
 DV0670.Superseded values are not recommended for survey control.
 DV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0670.See file dsdata.txt to determine how the superseded data were derived.
 DV0670
 DV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC066027(NAD 83)
 DV0670_MARKER: DR = REFERENCE MARK DISK
 DV0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0670_STAMPING: DALL NO 2 1963
 DV0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0670+STABILITY: SURFACE MOTION
 DV0670
 DV0670  HISTORY     - Date     Condition        Report By
 DV0670  HISTORY     - 1963     MONUMENTED       CGS
 DV0670
 DV0670                          STATION DESCRIPTION
 DV0670
 DV0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0670'IN PHOENIX.
 DV0670'0.4 MILE SOUTH ALONG NORTH 35TH STREET FROM THE INTERSECTION OF NORTH
 DV0670'35TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0670'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET,
 DV0670'41.3 FEET SOUTH OF TRAVERSE STATION DALL, 42 FEET SOUTH OF THE
 DV0670'EXTENDED CENTER OF THE STREET, 64 FEET EAST-NORTHEAST OF THE NORTHEAST
 DV0670'CORNER OF HOUSE NO. 3527, 1.5 FEET WEST OF A FENCE, 43.3 FEET SOUTH OF
 DV0670'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV0670'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7529 ***********************************************************************
 DK7529  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7529  DESIGNATION -  DALRYMPLE
 DK7529  PID         -  DK7529
 DK7529  STATE/COUNTY-  AZ/COCHISE
 DK7529  USGS QUAD   -  GALLETA FLAT EAST (1973)
 DK7529
 DK7529                         *CURRENT SURVEY CONTROL
 DK7529  ___________________________________________________________________
 DK7529* NAD 83(2007)-  32 02 13.32841(N)    110 18 07.10260(W)     ADJUSTED  
 DK7529* NAVD 88     -      1065.29   (meters)    3495.0    (feet)  GPS OBS   
 DK7529  ___________________________________________________________________
 DK7529  EPOCH DATE  -        2007.00
 DK7529  X           -  -1,878,054.326 (meters)                     COMP
 DK7529  Y           -  -5,076,503.316 (meters)                     COMP
 DK7529  Z           -   3,364,463.814 (meters)                     COMP
 DK7529  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DK7529  ELLIP HEIGHT-        1037.458 (meters)          (11/28/08) ADJUSTED
 DK7529  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DK7529  HORZ ORDER  -  B
 DK7529  ELLP ORDER  -  FOURTH    CLASS II
 DK7529
 DK7529.The horizontal coordinates were established by GPS observations
 DK7529.and adjusted by the National Geodetic Survey in November 2008.
 DK7529
 DK7529.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7529.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7529.The horizontal coordinates are valid at the epoch date displayed above.
 DK7529.The epoch date for horizontal control is a decimal equivalence
 DK7529.of Year/Month/Day.
 DK7529
 DK7529.The orthometric height was determined by GPS observations and a
 DK7529.high-resolution geoid model.
 DK7529.The orthometric height was determined by GPS observations and a
 DK7529.high-resolution geoid model using precise GPS observation and
 DK7529.processing techniques.
 DK7529
 DK7529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7529
 DK7529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7529
 DK7529.The ellipsoidal height was determined by GPS observations
 DK7529.and is referenced to NAD 83.
 DK7529
 DK7529.The geoid height was determined by GEOID03.
 DK7529
 DK7529;                    North         East     Units Scale Factor Converg.
 DK7529;SPC AZ E     -   114,981.396   200,580.899   MT  0.99990201   -0 04 18.4
 DK7529;SPC AZ E     -   377,235.55    658,073.82   iFT  0.99990201   -0 04 18.4
 DK7529;UTM  12      - 3,544,753.801   565,906.588   MT  0.99965357   +0 22 13.1
 DK7529
 DK7529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7529!SPC AZ E     -   0.99983713  x   0.99990201  =   0.99973915
 DK7529!UTM  12      -   0.99983713  x   0.99965357  =   0.99949075
 DK7529
 DK7529                          SUPERSEDED SURVEY CONTROL
 DK7529
 DK7529.No superseded survey control is available for this station.
 DK7529
 DK7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6590744754(NAD 83)
 DK7529_MARKER: DD = SURVEY DISK
 DK7529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7529_STAMPING: DALRYMPLE 2005
 DK7529_MARK LOGO: AZ-003
 DK7529_PROJECTION: FLUSH
 DK7529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7529+STABILITY: SURFACE MOTION
 DK7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7529+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7529
 DK7529  HISTORY     - Date     Condition        Report By
 DK7529  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7529
 DK7529                          STATION DESCRIPTION
 DK7529
 DK7529'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7529'FROM THE INTERSECTION OF INTERSTATE 10 AND POMERENE ROAD.  TRAVEL
 DK7529'NORTH ON POMERENE ROAD FOR APPROXIMATLEY 3.17 MI (5.1 KM) TO CASCABEL
 DK7529'ROAD.  CONTINUE NORTH ON CASCABEL ROAD FOR 3.09MI. TO THE STATION.
 DK7529' 
 DK7529'THE STATION IS LOCATED APPROXIMATELY 60 FEET NORTH OF THE ROAD AND 80
 DK7529'FEET NE OF A WASH.
 DK7529' 
 DK7529'THE STATION IS A 3 INCH BRASS DISK SET IN A CONCRETE MONUMENT STAMPED
 DK7529'DALRYMPLE 2005.  IT IS A COCHISE COUNTY HIGHWAY AND FLOODPLAIN
 DK7529'DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2015 ***********************************************************************
 DV2015  DESIGNATION -  DALY
 DV2015  PID         -  DV2015
 DV2015  STATE/COUNTY-  AZ/MARICOPA
 DV2015  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2015
 DV2015                         *CURRENT SURVEY CONTROL
 DV2015  ___________________________________________________________________
 DV2015* NAD 83(1992)-  33 36 16.14032(N)    112 00 17.16232(W)     ADJUSTED  
 DV2015* NAVD 88     -       425.8    (meters)    1397.     (feet)  VERTCON   
 DV2015  ___________________________________________________________________
 DV2015  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DV2015  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DV2015  HORZ ORDER  -  FIRST
 DV2015
 DV2015.The horizontal coordinates were established by classical geodetic methods
 DV2015.and adjusted by the National Geodetic Survey in August 1993.
 DV2015
 DV2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2015
 DV2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2015
 DV2015.The geoid height was determined by GEOID03.
 DV2015
 DV2015;                    North         East     Units Scale Factor Converg.
 DV2015;SPC AZ C     -   288,791.483   205,184.129   MT  0.99990082   -0 02 55.5
 DV2015;SPC AZ C     -   947,478.62    673,176.28   iFT  0.99990082   -0 02 55.5
 DV2015;UTM  12      - 3,718,755.693   406,782.223   MT  0.99970713   -0 33 22.1
 DV2015
 DV2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2015!SPC AZ C     -   0.99993778  x   0.99990082  =   0.99983861
 DV2015!UTM  12      -   0.99993778  x   0.99970713  =   0.99964493
 DV2015
 DV2015|---------------------------------------------------------------------|
 DV2015| PID    Reference Object                     Distance      Geod. Az  |
 DV2015|                                                           dddmmss.s |
 DV2015| CH5055 DALY RM 1                            20.428 METERS 02309     |
 DV2015| DU2209 SCOTTSDALE THUNDERBIRD ACAD TK      APPROX. 8.0 KM 0852728.2 |
 DV2015| CH5054 DALY AZ MK                                         2502713.4 |
 DV2015| CH5056 DALY RM 2                            34.467 METERS 28433     |
 DV2015|---------------------------------------------------------------------|
 DV2015
 DV2015                          SUPERSEDED SURVEY CONTROL
 DV2015
 DV2015  NAD 83(1986)-  33 36 16.13551(N)    112 00 17.16805(W) AD(       ) 1
 DV2015  NAD 27      -  33 36 15.98960(N)    112 00 14.63440(W) AD(       ) 1
 DV2015  NGVD 29 (07/19/86)  425.3    (m)         1395.     (f) VERT ANG    3  
 DV2015
 DV2015.Superseded values are not recommended for survey control.
 DV2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2015.See file dsdata.txt to determine how the superseded data were derived.
 DV2015
 DV2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0678218756(NAD 83)
 DV2015_MARKER: DS = TRIANGULATION STATION DISK
 DV2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2015+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DV2015
 DV2015  HISTORY     - Date     Condition        Report By
 DV2015  HISTORY     - 1963     MONUMENTED       CGS
 DV2015  HISTORY     - 1972     GOOD             USE
 DV2015  HISTORY     - 20051203 GOOD             USPSQD
 DV2015  HISTORY     - 20070126 MARK NOT FOUND   GEOCAC
 DV2015
 DV2015                          STATION DESCRIPTION
 DV2015
 DV2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2015'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF 36TH STREET
 DV2015'AND SWEETWATER AVENUE IN A FENCED IN AREA, 0.4 MILE EAST
 DV2015'OF NORTH 32ND STREET, 2-1/2 MILES SOUTH OF BELL ROAD, 11 MILES
 DV2015'NORTH-NORTHEAST OF THE CENTRAL SECTION OF PHOENIX AND ON
 DV2015'PROPERTY OWNED BY THE PHOENIX WATER SUPPLY.
 DV2015'
 DV2015'TO REACH THE STATION FROM THE JUNCTION OF BLACK CANYON HIGHWAY
 DV2015'AND BELL ROAD, GO EAST ON BELL ROAD FOR 6.0 MILES TO 32ND
 DV2015'STREET, TURN RIGHT, GO SOUTH ON 32ND STREET FOR 2.5 MILES
 DV2015'TO SWEETWATER AVENUE, (CONTINUE SOUTH ON 32ND STREET FOR
 DV2015'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND
 DV2015'GO EAST ON SWEETWATER AVENUE FOR 0.4 MILE TO 36TH STREET AND
 DV2015'THE STATION ON THE LEFT AS DESCRIBED.
 DV2015'
 DV2015'THE STATION MARK IS A STANDARD DISK STAMPED DALY 1963, SET IN
 DV2015'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV2015'GROUND SURFACE.  IT IS 11.1 FEET NORTH OF A STANDARD METAL
 DV2015'WITNESS POST AND MARKER, 11.8 FEET NORTH OF A CYCLONE FENCE
 DV2015'LINE, 22.4 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF TIN
 DV2015'BUILDING AND 30.2 FEET WEST-NORTHWEST OF THE SOUTHEAST FENCE
 DV2015'CORNER.
 DV2015'
 DV2015'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALY NO 1 1963,
 DV2015'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DV2015'THE GROUND SURFACE.  IT IS 1.4 FEET WEST OF FENCE LINE, 72.8
 DV2015'FEET NORTH OF THE SOUTHEAST FENCE CORNER AND 77.5 FEET NORTHEAST
 DV2015'OF THE WITNESS POST.
 DV2015'
 DV2015'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALY NO 2 1963,
 DV2015'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DV2015'THE GROUND SURFACE.  IT IS 1.5 FEET EAST OF THE FENCE LINE,
 DV2015'41.2 FEET NORTH OF THE SOUTHWEST FENCE CORNER AND WEST GATE
 DV2015'POST AND 43.9 FEET WEST OF WEST EDGE OF TANK.
 DV2015'
 DV2015'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DALY 1963, SET
 DV2015'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 DV2015'ABOVE THE GROUND SURFACE.  IT IS 3.2 FEET NORTH OF A STANDARD
 DV2015'METAL WITNESS POST AND MARKER, 3.7 FEET SOUTH OF A POWERLINE
 DV2015'POLE NUMBER PS30771, 36.3 FEET WEST OF THE CENTERLINE OF 32ND
 DV2015'STREET AND 0.15 MILE SOUTH OF THE INTERSECTION OF 32ND STREET
 DV2015'AND SWEETWATER AVENUE.
 DV2015'
 DV2015'THE SECTION CORNER MARK IS A 7/8 INCH ROD SET IN CEMENT IN
 DV2015'A 12-INCH HAND HOLE ABOUT 6 INCHES BELOW THE ROAD SURFACE.
 DV2015'IT IS LOCATED ABOUT 0.35 MILE NORTHWEST OF THE STATION IN
 DV2015'THE CENTER OF INTERSECTION OF 32ND STREET AND THUNDERBIRD ROAD.
 DV2015'
 DV2015'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV2015
 DV2015                          STATION RECOVERY (1972)
 DV2015
 DV2015'RECOVERY NOTE BY US ENGINEERS 1972 (FLC)
 DV2015'DALY 1963-GOOD
 DV2015'
 DV2015'R.M. NO. 1 1963-GOOD
 DV2015'
 DV2015'R.M. NO. 2 1963-GOOD
 DV2015
 DV2015                          STATION RECOVERY (2005)
 DV2015
 DV2015'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV2015'DESCRIPTION IS ADEQUATE.
 DV2015'NF THE LOCATION IS ALONG SIDE THE INDIAN BEND WASH.  CITY OF PHOENIX
 DV2015'IS PLANTING A FULL SIZE MESQUITE TREES WHERE THE MARK HAS BEEN MISSING
 DV2015'FOR DECADES. THE CYCLONE FENCE HAS BEEN MISSING FOR DECADES.
 DV2015'NF POWER SQUADRON MEMBER WAS UNABLE TO LOCATE RM 1
 DV2015'NF RM 2 OR ASMUTH IS OK.
 DV2015
 DV2015                          STATION RECOVERY (2007)
 DV2015
 DV2015'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2015'DID NOT FIND THE STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2.
 DV2015'THE ADJUSTED COORDINATES POINT TO A LANDSCAPED AREA OF A NEWLY
 DV2015'CONSTRUCTED BUILDING, THERE WAS NO WITNESS POST IN THE AREA. RM 1 AND
 DV2015'RM 2 ALSO FALL INTO THE LANDSCAPED AREA.
 DV2015' 
 DV2015'DID NOT FIND THE AZIMUTH MARK. DID NOT IDENTIFY POLE PS30771 OR A
 DV2015'WITNESS POST 0.15 MILES SOUTH OF THE INTERSECTION OF 32ND STREET AND
 DV2015'SWEETWATER AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0302 ***********************************************************************
 FQ0302  DESIGNATION -  DAN
 FQ0302  PID         -  FQ0302
 FQ0302  STATE/COUNTY-  AZ/COCONINO
 FQ0302  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0302
 FQ0302                         *CURRENT SURVEY CONTROL
 FQ0302  ___________________________________________________________________
 FQ0302* NAD 83(1992)-  35 11 44.86746(N)    111 44 26.32629(W)     ADJUSTED  
 FQ0302* NAVD 88     -      2220.123  (meters)    7283.85   (feet)  ADJUSTED  
 FQ0302  ___________________________________________________________________
 FQ0302  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FQ0302  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0302  DYNAMIC HT  -        2216.953 (meters)    7273.45  (feet)  COMP
 FQ0302  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 FQ0302
 FQ0302  HORZ ORDER  -  THIRD
 FQ0302  VERT ORDER  -  FIRST     CLASS II
 FQ0302
 FQ0302.The horizontal coordinates were established by classical geodetic methods
 FQ0302.and adjusted by the National Geodetic Survey in August 1993.
 FQ0302
 FQ0302.The orthometric height was determined by differential leveling
 FQ0302.and adjusted in June 1991.
 FQ0302.WARNING-Repeat measurements at this control monument indicate possible
 FQ0302.vertical movement.
 FQ0302
 FQ0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0302
 FQ0302.The geoid height was determined by GEOID03.
 FQ0302
 FQ0302.The dynamic height is computed by dividing the NAVD 88
 FQ0302.geopotential number by the normal gravity value computed on the
 FQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0302.degrees latitude (g = 980.6199 gals.).
 FQ0302
 FQ0302.The modeled gravity was interpolated from observed gravity values.
 FQ0302
 FQ0302;                    North         East     Units Scale Factor Converg.
 FQ0302;SPC AZ C     -   465,308.364   229,388.622   MT  0.99990317   +0 06 05.2
 FQ0302;SPC AZ C     - 1,526,602.24    752,587.34   iFT  0.99990317   +0 06 05.2
 FQ0302;UTM  12      - 3,895,007.689   432,575.560   MT  0.99965602   -0 25 36.9
 FQ0302
 FQ0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0302!SPC AZ C     -   0.99965526  x   0.99990317  =   0.99955846
 FQ0302!UTM  12      -   0.99965526  x   0.99965602  =   0.99931139
 FQ0302
 FQ0302|---------------------------------------------------------------------|
 FQ0302| PID    Reference Object                     Distance      Geod. Az  |
 FQ0302|                                                           dddmmss.s |
 FQ0302| FQ0303 DAN RM 1                              8.420 METERS 12518     |
 FQ0302| FQ0301 DAN RM 2                              7.641 METERS 28734     |
 FQ0302| FQ0665 RIORDAN                             APPROX. 1.3 KM 3065936.2 |
 FQ0302|---------------------------------------------------------------------|
 FQ0302
 FQ0302                          SUPERSEDED SURVEY CONTROL
 FQ0302
 FQ0302  NAD 83(1986)-  35 11 44.86348(N)    111 44 26.32320(W) AD(       ) 3
 FQ0302  NAD 27      -  35 11 44.82516(N)    111 44 23.72914(W) AD(       ) 3
 FQ0302  NGVD 29 (??/??/92) 2219.110  (m)         7280.53   (f) ADJ UNCH    1 2
 FQ0302
 FQ0302.Superseded values are not recommended for survey control.
 FQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0302.See file dsdata.txt to determine how the superseded data were derived.
 FQ0302
 FQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3257695008(NAD 83)
 FQ0302_MARKER: DS = TRIANGULATION STATION DISK
 FQ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0302_STAMPING: DAN 1958
 FQ0302_MARK LOGO: CGS   
 FQ0302_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0302+STABILITY: SURFACE MOTION
 FQ0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0302+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FQ0302
 FQ0302  HISTORY     - Date     Condition        Report By
 FQ0302  HISTORY     - 1958     MONUMENTED       CGS
 FQ0302  HISTORY     - 1958     GOOD             CGS
 FQ0302  HISTORY     - 1974     GOOD             NGS
 FQ0302  HISTORY     - 1982     GOOD             NGS
 FQ0302  HISTORY     - 20060429 GOOD             NGS
 FQ0302
 FQ0302                          STATION DESCRIPTION
 FQ0302
 FQ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0302'THE STATION IS ABOUT 4.5 MILES WEST OF FLAGSTAFF, 0.1 MILE SOUTH
 FQ0302'OF U.S. HIGHWAY 66 AND 89, JUST NORTH OF THE SANTA FE RAILROAD
 FQ0302'TRACK AND ON THE HIGHWAY RIGHT-OF-WAY.
 FQ0302'
 FQ0302'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0302'FLAGSTAFF, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 5.4 MILES TO
 FQ0302'THE WEST END OF A HIGHWAY GUARD FENCE ON THE SOUTH SIDE OF THE
 FQ0302'HIGHWAY.  TURN LEFT AT THE WEST END OF THE GUARD FENCE AND GO
 FQ0302'SOUTH 0.1 MILE TO THE RIGHT-OF-WAY FENCE AND THE STATION JUST
 FQ0302'WEST OF A WATER COURSE AND A LARGE DOUBLE PINE TREE.
 FQ0302'
 FQ0302'THE STATION IS A STANDARD DISK, STAMPED DAN 1958, SET IN A
 FQ0302'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 FQ0302'IS 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 5 FEET NORTH
 FQ0302'OF A WITNESS POST SIGN.
 FQ0302'
 FQ0302'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAN NO 1 1958, SET
 FQ0302'IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND
 FQ0302'IS 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 FQ0302'
 FQ0302'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAN NO 2 1958,
 FQ0302'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 FQ0302'INCHES AND IS 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 FQ0302
 FQ0302                          STATION RECOVERY (1958)
 FQ0302
 FQ0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0302'5.4 MI W FROM FLAGSTAFF.
 FQ0302'5.4 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0302'DEPOT IN FLAGSTAFF TO THE WEST END OF A HIGHWAY GUARD FENCE ON THE
 FQ0302'SOUTH SIDE OF THE HIGHWAY, TURN LEFT AND GO SOUTH 0.1 MILE TO THE
 FQ0302'RIGHT-OF-WAY FENCE JUST WEST OF A WATER COURSE AND A LARGE DOUBLE PINE
 FQ0302'TREE, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 5 FEET NORTH OF A
 FQ0302'WITNESS POST AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FQ0302'THAT PROJECTS 3 INCHES.
 FQ0302
 FQ0302                          STATION RECOVERY (1974)
 FQ0302
 FQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0302'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FQ0302'FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES IN THE AREA A NEW
 FQ0302'ROUTE TO THE STATION FOLLOWS.
 FQ0302'
 FQ0302'TO REACH THE STATION FROM THE SANTA FE DEPOT IN FLAGSTAFF, GO
 FQ0302'WEST ALONG U.S. 66 AND 89 FOR 2.8 MILES TO A GRADED ROAD LEFT PER
 FQ0302'SIGNS, TURKEY BUTTE 24, WOODY MT. 6, CONTINUE AHEAD FOR 2.0 MILES
 FQ0302'TO NAVAL OBSERVATORY ROAD.  TURN RIGHT FOR 0.7 MILE TO OVERHEAD
 FQ0302'I-40 BRIDGES, CONTINUE AHEAD FOR 0.2 MILE TO A SIDE ROAD RIGHT
 FQ0302'AT A ROAD CUT.  TURN RIGHT FOR 0.2 MILE TO RAILROAD AND A SHARP
 FQ0302'LEFT TURN IN ROAD.  THE STATION IS ABOUT 100 YARDS STRAIGHT
 FQ0302'AHEAD ACROSS THE TRACKS BY THE RAILROAD FENCELINE.  THE STATION
 FQ0302'IS 0.15 MILE SOUTHEAST OF EXIT 190 (A-1 MOUNTAN ROAD) AND
 FQ0302'0.15 MILE WEST OF I-40 BRIDGES OVER THE RAILROAD.  THE STATION
 FQ0302'BEING ON THE LOWEST GROUND IN THE VICINITY.
 FQ0302'
 FQ0302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0302'4.5 MILES WEST OF FLAGSTAFF.
 FQ0302
 FQ0302                          STATION RECOVERY (1982)
 FQ0302
 FQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0302'7.7 KM (4.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0302'INTERSTATE 17 IN FLAGSTAFF, 0.2 KM (0.15 MI) SOUTHEAST OF THE A-1
 FQ0302'MOUNTAIN ROAD OVERPASS, NEAR THE POINT WHERE THE ON RAMP MEETS THE
 FQ0302'FREEWAY, LOCATED ON A SMALL KNOLL BETWEEN THE FREEWAY AND THE
 FQ0302'RAILROAD, AT A RAILROAD ROCK CUT, ABOUT 60 METERS (200 FT) SOUTHWEST
 FQ0302'OF THE CENTERLINE OF THE EAST BOUND LANES, 30.4 METERS (100 FT)
 FQ0302'NORTHEAST OF THE NORTHEAST RAIL, 1.5 METERS (5 FT) NORTHEAST OF THE
 FQ0302'RAILROAD RIGHT OF WAY FENCE, 1 METER ABOVE THE RAILS.
 FQ0302'THE MARK IS 4 M BELOW THE HIGHWAY.
 FQ0302
 FQ0302                          STATION RECOVERY (2006)
 FQ0302
 FQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0303 ***********************************************************************
 FQ0303  DESIGNATION -  DAN RM 1
 FQ0303  PID         -  FQ0303
 FQ0303  STATE/COUNTY-  AZ/COCONINO
 FQ0303  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0303
 FQ0303                         *CURRENT SURVEY CONTROL
 FQ0303  ___________________________________________________________________
 FQ0303* NAD 83(1986)-  35 11 45.     (N)    111 44 27.     (W)     SCALED    
 FQ0303* NAVD 88     -      2219.927  (meters)    7283.21   (feet)  ADJUSTED  
 FQ0303  ___________________________________________________________________
 FQ0303  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0303  DYNAMIC HT  -        2216.757 (meters)    7272.81  (feet)  COMP
 FQ0303  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 FQ0303
 FQ0303  VERT ORDER  -  FIRST     CLASS II
 FQ0303
 FQ0303.The horizontal coordinates were scaled from a topographic map and have
 FQ0303.an estimated accuracy of +/- 6 seconds.
 FQ0303
 FQ0303.The orthometric height was determined by differential leveling
 FQ0303.and adjusted in June 1991.
 FQ0303.WARNING-Repeat measurements at this control monument indicate possible
 FQ0303.vertical movement.
 FQ0303
 FQ0303.The geoid height was determined by GEOID03.
 FQ0303
 FQ0303.The dynamic height is computed by dividing the NAVD 88
 FQ0303.geopotential number by the normal gravity value computed on the
 FQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0303.degrees latitude (g = 980.6199 gals.).
 FQ0303
 FQ0303.The modeled gravity was interpolated from observed gravity values.
 FQ0303
 FQ0303;                    North         East    Units  Estimated Accuracy
 FQ0303;SPC AZ C     -   465,310.      229,370.      MT  (+/- 180 meters Scaled)
 FQ0303
 FQ0303                          SUPERSEDED SURVEY CONTROL
 FQ0303
 FQ0303  NGVD 29 (??/??/92) 2218.915  (m)         7279.89   (f) ADJ UNCH    1 2
 FQ0303
 FQ0303.Superseded values are not recommended for survey control.
 FQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0303.See file dsdata.txt to determine how the superseded data were derived.
 FQ0303
 FQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD325950(NAD 83)
 FQ0303_MARKER: DR = REFERENCE MARK DISK
 FQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0303_STAMPING: DAN NO 1 1958
 FQ0303_MARK LOGO: CGS   
 FQ0303_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0303+STABILITY: SURFACE MOTION
 FQ0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0303+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FQ0303
 FQ0303  HISTORY     - Date     Condition        Report By
 FQ0303  HISTORY     - 1958     MONUMENTED       CGS
 FQ0303  HISTORY     - 1982     GOOD             NGS
 FQ0303  HISTORY     - 20060429 GOOD             NGS
 FQ0303
 FQ0303                          STATION DESCRIPTION
 FQ0303
 FQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0303'5.4 MI W FROM FLAGSTAFF.
 FQ0303'5.4 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0303'DEPOT IN FLAGSTAFF TO THE WEST END OF A HIGHWAY GUARD FENCE ON THE
 FQ0303'SOUTH SIDE OF THE HIGHWAY, TURN LEFT AND GO SOUTH 0.1 MILE TO THE
 FQ0303'RIGHT-OF-WAY FENCE, JUST WEST OF A WATER COURSE AND A LARGE DOUBLE
 FQ0303'PINE TREE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP
 FQ0303'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 FQ0303
 FQ0303                          STATION RECOVERY (1982)
 FQ0303
 FQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0303'7.7 KM (4.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0303'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 8.45 METERS (27.1 FT) NORTHWEST OF
 FQ0303'THE STATION, 15.9 METERS (52.1 FT) NORTHWEST OF RM 2.
 FQ0303
 FQ0303                          STATION RECOVERY (2006)
 FQ0303
 FQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0301 ***********************************************************************
 FQ0301  DESIGNATION -  DAN RM 2
 FQ0301  PID         -  FQ0301
 FQ0301  STATE/COUNTY-  AZ/COCONINO
 FQ0301  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0301
 FQ0301                         *CURRENT SURVEY CONTROL
 FQ0301  ___________________________________________________________________
 FQ0301* NAD 83(1986)-  35 11 45.     (N)    111 44 27.     (W)     SCALED    
 FQ0301* NAVD 88     -      2220.367  (meters)    7284.65   (feet)  ADJUSTED  
 FQ0301  ___________________________________________________________________
 FQ0301  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0301  DYNAMIC HT  -        2217.196 (meters)    7274.25  (feet)  COMP
 FQ0301  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 FQ0301
 FQ0301  VERT ORDER  -  FIRST     CLASS II
 FQ0301
 FQ0301.The horizontal coordinates were scaled from a topographic map and have
 FQ0301.an estimated accuracy of +/- 6 seconds.
 FQ0301
 FQ0301.The orthometric height was determined by differential leveling
 FQ0301.and adjusted in June 1991.
 FQ0301.WARNING-Repeat measurements at this control monument indicate possible
 FQ0301.vertical movement.
 FQ0301
 FQ0301.The geoid height was determined by GEOID03.
 FQ0301
 FQ0301.The dynamic height is computed by dividing the NAVD 88
 FQ0301.geopotential number by the normal gravity value computed on the
 FQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0301.degrees latitude (g = 980.6199 gals.).
 FQ0301
 FQ0301.The modeled gravity was interpolated from observed gravity values.
 FQ0301
 FQ0301;                    North         East    Units  Estimated Accuracy
 FQ0301;SPC AZ C     -   465,310.      229,370.      MT  (+/- 180 meters Scaled)
 FQ0301
 FQ0301                          SUPERSEDED SURVEY CONTROL
 FQ0301
 FQ0301  NGVD 29 (??/??/92) 2219.339  (m)         7281.28   (f) ADJ UNCH    1 2
 FQ0301
 FQ0301.Superseded values are not recommended for survey control.
 FQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0301.See file dsdata.txt to determine how the superseded data were derived.
 FQ0301
 FQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD325950(NAD 83)
 FQ0301_MARKER: DR = REFERENCE MARK DISK
 FQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0301_STAMPING: DAN NO 2 1958
 FQ0301_MARK LOGO: CGS   
 FQ0301_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0301+STABILITY: SURFACE MOTION
 FQ0301
 FQ0301  HISTORY     - Date     Condition        Report By
 FQ0301  HISTORY     - 1958     MONUMENTED       CGS
 FQ0301  HISTORY     - 1982     GOOD             NGS
 FQ0301  HISTORY     - 20060429 GOOD             NGS
 FQ0301
 FQ0301                          STATION DESCRIPTION
 FQ0301
 FQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0301'5.4 MI W FROM FLAGSTAFF.
 FQ0301'5.4 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0301'DEPOT IN FLAGSTAFF TO THE WEST END OF A HIGHWAY GUARD FENCE ON THE
 FQ0301'SOUTH SIDE OF THE HIGHWAY, TURN LEFT AND GO SOUTH 0.1 MILE TO THE
 FQ0301'RIGHT-OF-WAY FENCE, JUST WEST OF A WATER COURSE AND A LARGE DOUBLE
 FQ0301'PINE TREE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN TOP OF A
 FQ0301'12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FQ0301
 FQ0301                          STATION RECOVERY (1982)
 FQ0301
 FQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0301'7.7 KM (4.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0301'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 15.9 METERS (52.1 FT) SOUTHEAST OF
 FQ0301'RM 1, 7.6 METERS (25.1 FT) SOUTHEAST OF THE STATION.
 FQ0301
 FQ0301                          STATION RECOVERY (2006)
 FQ0301
 FQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0917 ***********************************************************************
 ET0917  DESIGNATION -  DANDREA
 ET0917  PID         -  ET0917
 ET0917  STATE/COUNTY-  AZ/YAVAPAI
 ET0917  USGS QUAD   -  MAYER (1974)
 ET0917
 ET0917                         *CURRENT SURVEY CONTROL
 ET0917  ___________________________________________________________________
 ET0917* NAD 83(1992)-  34 24 34.86232(N)    112 14 34.33207(W)     ADJUSTED  
 ET0917* NAVD 88     -      1378.1    (meters)    4521.     (feet)  VERTCON   
 ET0917  ___________________________________________________________________
 ET0917  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ET0917  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0917  HORZ ORDER  -  SECOND
 ET0917
 ET0917.The horizontal coordinates were established by classical geodetic methods
 ET0917.and adjusted by the National Geodetic Survey in August 1993.
 ET0917
 ET0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0917
 ET0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0917
 ET0917.The geoid height was determined by GEOID03.
 ET0917
 ET0917;                    North         East     Units Scale Factor Converg.
 ET0917;SPC AZ C     -   378,142.189   183,372.159   MT  0.99991108   -0 11 03.6
 ET0917;SPC AZ C     - 1,240,623.98    601,614.69   iFT  0.99991108   -0 11 03.6
 ET0917;UTM  12      - 3,808,282.619   385,774.328   MT  0.99976082   -0 42 08.7
 ET0917
 ET0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0917!SPC AZ C     -   0.99978788  x   0.99991108  =   0.99969898
 ET0917!UTM  12      -   0.99978788  x   0.99976082  =   0.99954875
 ET0917
 ET0917|---------------------------------------------------------------------|
 ET0917| PID    Reference Object                     Distance      Geod. Az  |
 ET0917|                                                           dddmmss.s |
 ET0917| CH3018 DANDREA RM 1                         10.080 METERS 14921     |
 ET0917| CH3019 DANDREA RM 2                         10.112 METERS 33056     |
 ET0917| ET0938 POLAND                              APPROX. 5.9 KM 3353426.5 |
 ET0917|---------------------------------------------------------------------|
 ET0917
 ET0917                          SUPERSEDED SURVEY CONTROL
 ET0917
 ET0917  NAD 83(1986)-  34 24 34.85819(N)    112 14 34.33117(W) AD(       ) 2
 ET0917  NAD 27      -  34 24 34.76018(N)    112 14 31.74344(W) AD(       ) 2
 ET0917  NGVD 29 (07/19/86) 1377.3    (m)         4519.     (f) VERT ANG    3  
 ET0917
 ET0917.Superseded values are not recommended for survey control.
 ET0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0917.See file dsdata.txt to determine how the superseded data were derived.
 ET0917
 ET0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8577408283(NAD 83)
 ET0917_MARKER: DD = SURVEY DISK
 ET0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0917+STABILITY: SURFACE MOTION
 ET0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0917+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0917
 ET0917  HISTORY     - Date     Condition        Report By
 ET0917  HISTORY     - 1980     MONUMENTED       AZDT
 ET0917  HISTORY     - 20030429 GOOD             NGS
 ET0917  HISTORY     - 20080711 GOOD             GEOCAC
 ET0917
 ET0917                          STATION DESCRIPTION
 ET0917
 ET0917'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0917'THE STATION IS LOCATED 16 MILES SOUTHEAST OF PRESCOTT AND 0.7 MILE
 ET0917'NORTHWEST OF MAYER ALONG THE NORTHEAST SIDE OF ARIZONA ROUTE 69.
 ET0917'
 ET0917'THE STATION MARK IS AN ADOT DISK STAMPED DANDREA 1980.  IT IS SET IN
 ET0917'TOP OF A CONCRETE MONUMENT 97 FEET NORTHEAST OF HIGHWAY CENTERLINE. 2
 ET0917'FEET SOUTHWEST OF WITNESS POST.
 ET0917'
 ET0917'REFERENCE MARK 1 IS AN ADOT DISK STAMPED DANDREA RM 1 1980.  IT IS SET
 ET0917'IN TOP OF A CONCRETE MONUMENT.
 ET0917'
 ET0917'REFERENCE MARK 2 IS AN ADOT DISK STAMPED DANDREA RM 2 1980.  IT IS SET
 ET0917'IN TOP OF A CONCRETE MONUMENT.
 ET0917'
 ET0917'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0917'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN LEFT AND
 ET0917'TRAVEL NORTHWEST ALONG SR 69 FOR 1.15 MILES TO THE STATION ON THE
 ET0917'RIGHT ON TOP OF A 3 FOOT HIGHWAY CUT.
 ET0917
 ET0917                          STATION RECOVERY (2003)
 ET0917
 ET0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0917'RECOVERED IN GOOD CONDITION.
 ET0917
 ET0917                          STATION RECOVERY (2008)
 ET0917
 ET0917'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0917'RECOVERED STATION MARK , REFERENCE MARK 1, AND REFERENCE MARK 2 IN
 ET0917'GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2269 ***********************************************************************
 DV2269  DESIGNATION -  DANIELS
 DV2269  PID         -  DV2269
 DV2269  STATE/COUNTY-  AZ/MARICOPA
 DV2269  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV2269
 DV2269                         *CURRENT SURVEY CONTROL
 DV2269  ___________________________________________________________________
 DV2269* NAD 83(1992)-  33 56 35.32520(N)    113 05 41.80798(W)     ADJUSTED  
 DV2269* NAVD 88     -       683.0    (meters)    2241.     (feet)  VERTCON   
 DV2269  ___________________________________________________________________
 DV2269  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DV2269  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV2269  HORZ ORDER  -  SECOND
 DV2269
 DV2269.The horizontal coordinates were established by classical geodetic methods
 DV2269.and adjusted by the National Geodetic Survey in August 1993.
 DV2269
 DV2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2269
 DV2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2269
 DV2269.The geoid height was determined by GEOID03.
 DV2269
 DV2269;                    North         East     Units Scale Factor Converg.
 DV2269;SPC AZ C     -   326,973.520   104,440.365   MT  1.00004620   -0 39 28.7
 DV2269;SPC AZ C     - 1,072,747.77    342,652.12   iFT  1.00004620   -0 39 28.7
 DV2269;UTM  12      - 3,757,829.032   306,391.051   MT  1.00006211   -1 10 12.4
 DV2269
 DV2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2269!SPC AZ C     -   0.99989748  x   1.00004620  =   0.99994368
 DV2269!UTM  12      -   0.99989748  x   1.00006211  =   0.99995959
 DV2269
 DV2269|---------------------------------------------------------------------|
 DV2269| PID    Reference Object                     Distance      Geod. Az  |
 DV2269|                                                           dddmmss.s |
 DV2269| CS6624 DANIELS RM 1                         16.512 METERS 17803     |
 DV2269| CS6625 DANIELS RM 2                         10.868 METERS 27643     |
 DV2269|---------------------------------------------------------------------|
 DV2269
 DV2269                          SUPERSEDED SURVEY CONTROL
 DV2269
 DV2269  NAD 83(1986)-  33 56 35.32433(N)    113 05 41.81037(W) AD(       ) 2
 DV2269  NGVD 29 (11/27/91)  682.3    (m)         2239.     (f) VERT ANG    3  
 DV2269
 DV2269.Superseded values are not recommended for survey control.
 DV2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2269.See file dsdata.txt to determine how the superseded data were derived.
 DV2269
 DV2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0639157829(NAD 83)
 DV2269_MARKER: DS = TRIANGULATION STATION DISK
 DV2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2269+STABILITY: SURFACE MOTION
 DV2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2269+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2269
 DV2269  HISTORY     - Date     Condition        Report By
 DV2269  HISTORY     - 1985     MONUMENTED       AZDT
 DV2269  HISTORY     - 20070323 GOOD             GEOCAC
 DV2269  HISTORY     - 20070323 GOOD             GEOCAC
 DV2269
 DV2269                          STATION DESCRIPTION
 DV2269
 DV2269'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2269'THE STATION IS LOCATED 5 MILES EAST OF AGUILA ALONG THE NORTH SIDE OF
 DV2269'U.S. HIGHWAY 60.
 DV2269'
 DV2269'THE STATION MARK IS AN AZDT DISK STAMPED---DANIELS 1985---.  IT IS SET
 DV2269'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 DV2269'74 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 60, 16 FEET EAST OF A
 DV2269'POWER POLE AND 5 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 DV2269'
 DV2269'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DANIELS RM 1 1985---.  IT
 DV2269'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 20 FEET NORTH OF
 DV2269'THE CENTER LINE OF THE HIGHWAY.
 DV2269'
 DV2269'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DANIELS RM 2 1985---.  IT
 DV2269'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1 FOOT SOUTH OF
 DV2269'THE RIGHT OF WAY FENCE.
 DV2269'
 DV2269'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV2269'U.S. HIGHWAY 60 FOR 4.35 MILES TO MILE POST 88.85 AND THE STATION ON
 DV2269'THE LEFT JUST WEST OF A BRIDGE.
 DV2269
 DV2269                          STATION RECOVERY (2007)
 DV2269
 DV2269'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2269'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV2269'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV2269'REFERENCE MARK 1 IS LOCATED IN THE NORTHWEST CORNER OF AN 8 CHANNEL
 DV2269'BRIDGE.
 DV2269
 DV2269                          STATION RECOVERY (2007)
 DV2269
 DV2269'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2269'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 DV2269'DESCRIBED. REFERENCE MARK 1 WAS FOUND DESTROYED WITH THE TOP FEW
 DV2269'INCHES OF THE CONCRETE MONUMENT BROKEN OFF BY A GRADER, AND THE
 DV2269'REFERENCE MARK 1 DISK AND STEM FOUND AMONG THE BROKEN PIECES OF
 DV2269'CONCRETE. MOST OF THE CONCRETE MONUMENT FOR REFERENCE MARK 1 IS STILL
 DV2269'IN THE GROUND AND APPARENTLY STILL VERTICAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1534 ***********************************************************************
 DA1534  DESIGNATION -  DARBY
 DA1534  PID         -  DA1534
 DA1534  STATE/COUNTY-  AZ/PIMA
 DA1534  USGS QUAD   -  AJO SOUTH (1990)
 DA1534
 DA1534                         *CURRENT SURVEY CONTROL
 DA1534  ___________________________________________________________________
 DA1534* NAD 83(1992)-  32 21 08.42110(N)    112 49 10.91583(W)     ADJUSTED  
 DA1534* NAVD 88     -       523.9    (meters)    1719.     (feet)  VERTCON   
 DA1534  ___________________________________________________________________
 DA1534  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DA1534  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1534  HORZ ORDER  -  SECOND
 DA1534
 DA1534.The horizontal coordinates were established by classical geodetic methods
 DA1534.and adjusted by the National Geodetic Survey in August 1993.
 DA1534
 DA1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1534
 DA1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1534
 DA1534.The geoid height was determined by GEOID03.
 DA1534
 DA1534;                    North         East     Units Scale Factor Converg.
 DA1534;SPC AZ C     -   150,292.419   128,364.561   MT  0.99998906   -0 28 59.7
 DA1534;SPC AZ C     -   493,085.36    421,143.57   iFT  0.99998906   -0 28 59.7
 DA1534;UTM  12      - 3,580,946.302   328,767.856   MT  0.99996158   -0 58 26.4
 DA1534
 DA1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1534!SPC AZ C     -   0.99992271  x   0.99998906  =   0.99991177
 DA1534!UTM  12      -   0.99992271  x   0.99996158  =   0.99988430
 DA1534
 DA1534|---------------------------------------------------------------------|
 DA1534| PID    Reference Object                     Distance      Geod. Az  |
 DA1534|                                                           dddmmss.s |
 DA1534| CH5059 DARBY RM 1                           12.037 METERS 12714     |
 DA1534| DA1537 AJO 2                               APPROX. 3.9 KM 2142337.0 |
 DA1534| CH5060 DARBY RM 2                           15.988 METERS 30703     |
 DA1534|---------------------------------------------------------------------|
 DA1534
 DA1534                          SUPERSEDED SURVEY CONTROL
 DA1534
 DA1534  NAD 83(1986)-  32 21 08.40805(N)    112 49 10.92198(W) AD(       ) 2
 DA1534  NAD 27      -  32 21 08.19222(N)    112 49 08.38059(W) AD(       ) 2
 DA1534  NGVD 29 (07/19/86)  523.2    (m)         1717.     (f) VERT ANG    3  
 DA1534
 DA1534.Superseded values are not recommended for survey control.
 DA1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1534.See file dsdata.txt to determine how the superseded data were derived.
 DA1534
 DA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2876880946(NAD 83)
 DA1534_MARKER: DD = SURVEY DISK
 DA1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1534
 DA1534  HISTORY     - Date     Condition        Report By
 DA1534  HISTORY     - 1977     MONUMENTED       AZDT
 DA1534  HISTORY     - 19990203 MARK NOT FOUND   USPSQD
 DA1534
 DA1534                          STATION DESCRIPTION
 DA1534
 DA1534'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1534'THE STATION IS ABOUT 2.5 MILES EAST SOUTHEAST OF AJO ON THE
 DA1534'LEFT SIDE OF ARIZONA HWY. 85-86 INSIDE THE R/W FENCELINE.
 DA1534'
 DA1534'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DARBY 1977
 DA1534'AND IS SET IN 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 DA1534'WITNESS POST AND SIGN 2.9 FEET TO THE EAST NORTHEAST.  THE STATION
 DA1534'IS 194 FEET NORTHEAST OF HWY. CENTERLINE, 7 FEET WEST OF R/W FENCE
 DA1534'AND 0.5 MILE SOUTHEAST OF DARBY WELL ROAD.
 DA1534'
 DA1534'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DARBY RM
 DA1534'2 1977 AND IS EPOXIED TO EAST HEADWALL OF A CATTLE GUARD AND IS
 DA1534'5 FEET WEST OF R/W FENCE.
 DA1534'
 DA1534'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DARBY RM
 DA1534'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 7 FEET
 DA1534'WEST OF R/W FENCE.
 DA1534'
 DA1534'TO REACH THE STATION FROM THE PLAZA IN AJO, TRAVEL SOUTHEAST
 DA1534'ALONG ARIZONA HWY. 85-86 FOR 3 MILES TO MILE POST 45.07 AND THE
 DA1534'STATION ON THE LEFT.
 DA1534'
 DA1534'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1534
 DA1534                          STATION RECOVERY (1999)
 DA1534
 DA1534'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0403 ***********************************************************************
 GQ0403  DESIGNATION -  DARK
 GQ0403  PID         -  GQ0403
 GQ0403  STATE/COUNTY-  AZ/MOHAVE
 GQ0403  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0403
 GQ0403                         *CURRENT SURVEY CONTROL
 GQ0403  ___________________________________________________________________
 GQ0403* NAD 83(1992)-  36 56 29.01718(N)    113 39 53.76624(W)     ADJUSTED  
 GQ0403* NAVD 88     -      1160.3    (meters)    3807.     (feet)  VERTCON   
 GQ0403  ___________________________________________________________________
 GQ0403  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 GQ0403  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 GQ0403  HORZ ORDER  -  SECOND
 GQ0403
 GQ0403.The horizontal coordinates were established by classical geodetic methods
 GQ0403.and adjusted by the National Geodetic Survey in November 1997.
 GQ0403
 GQ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0403
 GQ0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0403
 GQ0403.The geoid height was determined by GEOID03.
 GQ0403
 GQ0403;                    North         East     Units Scale Factor Converg.
 GQ0403;SPC AZ W     -   658,992.135   220,937.075   MT  0.99993404   +0 03 04.0
 GQ0403;SPC AZ W     - 2,162,047.69    724,859.17   iFT  0.99993404   +0 03 04.0
 GQ0403;SPC UT S     - 3,032,722.860   307,153.640   MT  1.00005859   -1 19 35.1
 GQ0403;UTM  12      - 4,091,689.370   262,678.731   MT  1.00029389   -1 36 08.5
 GQ0403
 GQ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0403!SPC AZ W     -   0.99982180  x   0.99993404  =   0.99975586
 GQ0403!SPC UT S     -   0.99982180  x   1.00005859  =   0.99988038
 GQ0403!UTM  12      -   0.99982180  x   1.00029389  =   1.00011564
 GQ0403
 GQ0403:                Primary Azimuth Mark                     Grid Az
 GQ0403:SPC AZ W     -  LOS ANGELES DENVER AWY BN 36             048 28 06.0
 GQ0403:SPC UT S     -  LOS ANGELES DENVER AWY BN 36             049 50 45.1
 GQ0403:UTM  12      -  LOS ANGELES DENVER AWY BN 36             050 07 18.5
 GQ0403
 GQ0403|---------------------------------------------------------------------|
 GQ0403| PID    Reference Object                     Distance      Geod. Az  |
 GQ0403|                                                           dddmmss.s |
 GQ0403| HO0625 LOS ANGELES DENVER AWY BN 36        APPROX.17.4 KM 0483110.0 |
 GQ0403| HO0621 LOS ANGELES DENVER AWY BN 37        APPROX.22.8 KM 0483100.5 |
 GQ0403| CH3021 DARK RM 1                            10.389 METERS 15230     |
 GQ0403| CH3020 DARK AZ MK                                         1824054.0 |
 GQ0403| CH3022 DARK RM 2                            10.219 METERS 24753     |
 GQ0403|---------------------------------------------------------------------|
 GQ0403
 GQ0403                          SUPERSEDED SURVEY CONTROL
 GQ0403
 GQ0403  NAD 83(1992)-  36 56 29.01586(N)    113 39 53.76866(W) AD(       ) 2
 GQ0403  NAD 83(1986)-  36 56 29.01348(N)    113 39 53.76667(W) AD(       ) 2
 GQ0403  NAD 27      -  36 56 29.08300(N)    113 39 50.91000(W) AD(       ) 2
 GQ0403  NGVD 29 (07/19/86) 1159.5    (m)         3804.     (f) VERT ANG    3  
 GQ0403
 GQ0403.Superseded values are not recommended for survey control.
 GQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0403.See file dsdata.txt to determine how the superseded data were derived.
 GQ0403
 GQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6267991689(NAD 83)
 GQ0403_MARKER: DS = TRIANGULATION STATION DISK
 GQ0403_SETTING: 80 = SET IN A BOULDER
 GQ0403_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0403
 GQ0403  HISTORY     - Date     Condition        Report By
 GQ0403  HISTORY     - 1953     MONUMENTED       CGS
 GQ0403  HISTORY     - 1960     GOOD             CGS
 GQ0403
 GQ0403                          STATION DESCRIPTION
 GQ0403
 GQ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0403'THE STATION IS ABOUT 14 MILES SOUTH-SOUTHWEST OF ST. GEORGE,
 GQ0403'UTAH, 5 MILES SOUTH OF THE UTAH-ARIZONA STATE LINE AND 5
 GQ0403'MILES WEST OF THE ROAD LEADING FROM ST. GEORGE TO WOLF HOLE.
 GQ0403'IT IS ON THE SUMMIT OF A SHARP BUTTE THAT IS COVERED WITH
 GQ0403'BLACK LAVA ROCK.
 GQ0403'
 GQ0403'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE,
 GQ0403'UTAH, GO EAST FOR 0.7 MILE TO A STREET INTERSECTION.  TURN
 GQ0403'RIGHT AND GO SOUTH AND EAST ON THE MAIN ROAD FOR 2.1 MILES
 GQ0403'TO A FORK AT THE SOUTH END OF THE BRIDGE OVER THE VIRGIN
 GQ0403'RIVER.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE MAIN
 GQ0403'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0403'1.4 MILES SOUTH TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 GQ0403'SOUTH ON THE ROAD TO WOLF HOLE FOR 3.7 MILES TO THE CATTLE
 GQ0403'GUARD AT THE UTAH-ARIZONA STATE LINE.  CONTINUE SOUTH FOR
 GQ0403'0.5 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT, TAKE THE
 GQ0403'RIGHT FORK, AND FOLLOW THE TRACK ROAD WEST FOR 2.8 MILES
 GQ0403'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE 0.3 MILE TO A
 GQ0403'GATE.  PASS THROUGH THE GATE, TURN LEFT, AND CONTINUE
 GQ0403'SOUTH ALONG THE FENCE LINE FOR 0.8 MILE TO A FORK.  TAKE
 GQ0403'THE RIGHT FORK, SOUTHWESTERLY, FOR 2.5 MILES TO A FORK.
 GQ0403'TAKE THE RIGHT FORK AND CONTINUE 1.8 MILES TO A DIM FORK ON
 GQ0403'THE RIGHT.  TURN RIGHT AND FOLLOW THE DIM ROAD WESTERLY
 GQ0403'AND NORTHERLY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 GQ0403'LEFT.  CONTINUE NORTHERLY FOR 0.5 MILE TO THE END OF TRUCK
 GQ0403'TRAVEL, ABOUT 150 YARDS WEST OF THE STATION SUMMIT.
 GQ0403'
 GQ0403'THE STATION MARK IS A STANDARD DISK STAMPED DARK 1953.  IT IS
 GQ0403'SET IN 1-FOOT DIAMETER BOULDER THAT IS FLUSH WITH THE SURFACE
 GQ0403'OF THE GROUND.  IT IS ON THE NORTH PORTION OF THE SUMMIT AND
 GQ0403'IS 7 FEET NORTH OF A WHITE WITNESS POST.
 GQ0403'
 GQ0403'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DARK NO 1 1953.
 GQ0403'IT IS ON THE CREST OF THE SUMMIT AND SET IN A BOULDER THAT
 GQ0403'PROJECTS 15 INCHES ABOVE THE SURFACE OF THE GROUND.
 GQ0403'
 GQ0403'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DARK NO 2 1953.
 GQ0403'IT IS SET IN A BOULDER THAT PROJECTS 14 INCHES ABOVE THE
 GQ0403'GROUND.  IT IS ON THE WEST SLOPE OF THE SUMMIT AND ABOUT 4
 GQ0403'FEET LOWER THAN THE STATION MARK.
 GQ0403'
 GQ0403'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DARK 1953.  IT
 GQ0403'IS SET IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT
 GQ0403'IS ON THE SUMMIT OF A LOW HILL, ABOUT 300 FEET NORTH OF A
 GQ0403'WATERING TROUGH, 13 FEET WEST OF THE CENTER LINE OF THE
 GQ0403'ROAD AND 4.2 FEET WEST OF A WHITE WITNESS POST.
 GQ0403
 GQ0403                          STATION RECOVERY (1960)
 GQ0403
 GQ0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0403'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GQ0403'DUE TO ROAD CONSTRUCTION THE ORIGINAL DESCRIPTION TO REACH
 GQ0403'THE STATION IS INADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GQ0403'DESCRIPTION TO REACH THE STATION.
 GQ0403'
 GQ0403'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH BY GOING
 GQ0403'EAST ON TABERNACLE STREET FOR 0.7 MILE TO INTERSECTION WITH
 GQ0403'EAST STREET, TURN RIGHT ON EAST STREET AND FOLLOW MACADAM
 GQ0403'ROAD SOUTHERLY FOR 8.7 MILES TO THE ARIZONA-UTAH STATE LINE,
 GQ0403'CONTINUE SOUTH ON DIRT ROAD FOR 0.5 MILE TO FORKS, TAKE RIGHT
 GQ0403'FORK AND FOLLOW DESERT ROAD WESTERLY FOR 2.6 MILES TO A GATE,
 GQ0403'AND PASS THROUGH GATE AND CONTINUE ON DESERT ROAD FOR 0.6 MILE
 GQ0403'TO FORKS, TAKE LEFT FORK WESTERLY 1.9 MILES TO FORKS, TAKE
 GQ0403'RIGHT FORK FOR 1.8 MILES TO DIM FORKS ON THE RIGHT, TAKE
 GQ0403'RIGHT FORK, WESTERLY, FOR 0.75 MILE TO TOP OF SMALL RISE AND
 GQ0403'THE AZIMUTH MARK ON THE LEFT, CONTINUE ON TRACK ROAD FOR
 GQ0403'0.6 MILE TO END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 GQ0403'EASTERLY TO TOP OF HILL AND STATION ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0898 ***********************************************************************
 FQ0898  DESIGNATION -  DARK MESA
 FQ0898  PID         -  FQ0898
 FQ0898  STATE/COUNTY-  AZ/NAVAJO
 FQ0898  USGS QUAD   -  WINSLOW NW (1986)
 FQ0898
 FQ0898                         *CURRENT SURVEY CONTROL
 FQ0898  ___________________________________________________________________
 FQ0898* NAD 83(1992)-  35 13 38.74122(N)    110 37 41.83087(W)     ADJUSTED  
 FQ0898* NAVD 88     -      1570.8    (meters)    5154.     (feet)  VERTCON   
 FQ0898  ___________________________________________________________________
 FQ0898  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 FQ0898  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FQ0898  HORZ ORDER  -  THIRD
 FQ0898
 FQ0898.The horizontal coordinates were established by classical geodetic methods
 FQ0898.and adjusted by the National Geodetic Survey in August 1993.
 FQ0898
 FQ0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0898
 FQ0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0898
 FQ0898.The geoid height was determined by GEOID03.
 FQ0898
 FQ0898;                    North         East     Units Scale Factor Converg.
 FQ0898;SPC AZ E     -   468,900.814   171,340.562   MT  0.99992175   -0 15 58.6
 FQ0898;SPC AZ E     - 1,538,388.50    562,140.95   iFT  0.99992175   -0 15 58.6
 FQ0898;UTM  12      - 3,898,327.743   533,825.447   MT  0.99961410   +0 12 51.9
 FQ0898
 FQ0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0898!SPC AZ E     -   0.99975725  x   0.99992175  =   0.99967902
 FQ0898!UTM  12      -   0.99975725  x   0.99961410  =   0.99937144
 FQ0898
 FQ0898|---------------------------------------------------------------------|
 FQ0898| PID    Reference Object                     Distance      Geod. Az  |
 FQ0898|                                                           dddmmss.s |
 FQ0898| CR9960 DARK MESA RM 1                        5.541 METERS 04107     |
 FQ0898| FQ0753 MESA SPUR                           APPROX.20.5 KM 2520237.5 |
 FQ0898| CR9961 DARK MESA RM 2                        7.120 METERS 31537     |
 FQ0898|---------------------------------------------------------------------|
 FQ0898
 FQ0898                          SUPERSEDED SURVEY CONTROL
 FQ0898
 FQ0898  NAD 83(1986)-  35 13 38.73714(N)    110 37 41.83484(W) AD(       ) 3
 FQ0898  NGVD 29 (02/23/90) 1570.0    (m)         5151.     (f) VERT ANG    3  
 FQ0898
 FQ0898.Superseded values are not recommended for survey control.
 FQ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0898.See file dsdata.txt to determine how the superseded data were derived.
 FQ0898
 FQ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3382598328(NAD 83)
 FQ0898_MARKER: DS = TRIANGULATION STATION DISK
 FQ0898_SETTING: 0 = UNSPECIFIED SETTING
 FQ0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0898
 FQ0898  HISTORY     - Date     Condition        Report By
 FQ0898  HISTORY     - 1955     MONUMENTED       USGS
 FQ0898
 FQ0898                          STATION DESCRIPTION
 FQ0898
 FQ0898'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0898'LOCATED ABOUT 15.0 MI N. OF WINSLOW.  ON SOUTH END OF SMALL
 FQ0898'DETACHED MESA.
 FQ0898'
 FQ0898'TO REACH FROM WINSLOW POST OFFICE, DRIVE 1 BLOCK S. AND TURN E.
 FQ0898'ON U.S. HWY. 66 3.4 MI TO MINNETONKA TRADING POST.  TURN LEFT 19.2
 FQ0898'MI N. ON GRADED RD. TO POLACCA-DILKON RD. FORKS.  TAKE LEFT FORK
 FQ0898'(POLACCA) 11.7 MI TO DILKON-LEUPP RD.  TURN HARD LEFT TOWARDS
 FQ0898'LEUPP 7.3 MI TO WHITE WOODEN BRIDGE, CONTINUE 0.5 MI.  TURN OFF
 FQ0898'LEFT ON TRACK RD. 1.2 MI.  TAKE RIGHT FORK 0.8 MI.  TAKE RIGHT FORK
 FQ0898'1.0 MI JOINING TRACK RD. FROM RIGHT.  CONTINUE 0.2 MI SW. TAKING
 FQ0898'LEFT FORK (RIGHT FORK GOES TO STATION POINT).  DROP OVER EDGE OF
 FQ0898'MESA.  FOLLOW MAIN-TRAVELED RD. 3.2 MI IN SOUTHWESTERLY DIRECTION
 FQ0898'TO EDGE OF MESA (TRACK RIGHT GOES TO STATION VIEW).  DROP OVER
 FQ0898'EDGE OF LARGE MESA AND CONTINUE 1.7 MI.  TAKE LEFT FORK 0.2 MI
 FQ0898'PASSING THROUGH HOGAN AND CONTINUE 1.0 MI.  LEAVE MAIN-TRAVELED
 FQ0898'TRACK RD. TAKING LEFT FORK S., CONTINUE 0.5 MI S. JOINING RD.
 FQ0898'FROM RIGHT, CONTINUE 0.4 MI.  TAKE LEFT FORK 0.5 MI JOINING RD.
 FQ0898'FROM RIGHT.  FOLLOW TRACK RD. 0.1 MI SE. PASSING HOGAN RIGHT,
 FQ0898'CONTINUE 1.2 MI SE.  TAKE RIGHT FORK OF FORK N. AND CONTINUE SE.
 FQ0898'0.6 MI JOINING TRACK RD. FROM RIGHT.  CONTINUE 0.8 MI TO DIRT
 FQ0898'RESERVOIR.  TAKE LEFT TRACK BEARING N. 0.3 MI JOINING RD. FROM
 FQ0898'RIGHT, CONTINUE 0.2 MI N.  TAKE RIGHT FORK 0.9 MI N. ON TRACK RD.
 FQ0898'TO EDGE OF MESA.  LEAVE TRUCK AT BASE AND WALK TO TOP. A 5-MINUTE
 FQ0898'PACK.
 FQ0898'
 FQ0898'STATION MARK--STANDARD TABLET STAMPED---DARK MESA 1955---, CEMENTED
 FQ0898'IN 5-INCH SEWER PIPE FLUSH WITH GROUND.
 FQ0898'
 FQ0898'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, CEMENTED IN 4-INCH
 FQ0898'SEWER PIPE.
 FQ0898'
 FQ0898'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, CEMENTED IN 4-INCH
 FQ0898'SEWER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0413 ***********************************************************************
 CF0413  DESIGNATION -  DARNELL
 CF0413  PID         -  CF0413
 CF0413  STATE/COUNTY-  AZ/COCHISE
 CF0413  USGS QUAD   -  PORTAL PEAK (1987)
 CF0413
 CF0413                         *CURRENT SURVEY CONTROL
 CF0413  ___________________________________________________________________
 CF0413* NAD 83(1992)-  31 49 18.06296(N)    109 08 30.25146(W)     ADJUSTED  
 CF0413* NAVD 88     -      2257.8    (meters)    7407.     (feet)  VERTCON   
 CF0413  ___________________________________________________________________
 CF0413  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 CF0413  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CF0413  HORZ ORDER  -  THIRD
 CF0413
 CF0413.The horizontal coordinates were established by classical geodetic methods
 CF0413.and adjusted by the National Geodetic Survey in August 1993.
 CF0413
 CF0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0413
 CF0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0413
 CF0413.The geoid height was determined by GEOID03.
 CF0413
 CF0413;                    North         East     Units Scale Factor Converg.
 CF0413;SPC AZ E     -    91,554.027   310,388.447   MT  1.00001607   +0 32 25.7
 CF0413;SPC AZ E     -   300,374.10  1,018,334.80   iFT  1.00001607   +0 32 25.7
 CF0413;UTM  12      - 3,522,175.163   675,875.557   MT  0.99998150   +0 58 48.3
 CF0413
 CF0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0413!SPC AZ E     -   0.99964971  x   1.00001607  =   0.99966578
 CF0413!UTM  12      -   0.99964971  x   0.99998150  =   0.99963122
 CF0413
 CF0413|---------------------------------------------------------------------|
 CF0413| PID    Reference Object                     Distance      Geod. Az  |
 CF0413|                                                           dddmmss.s |
 CF0413| CS7400 DARNELL RM 2                          5.100 METERS 07734     |
 CF0413| CF0409 2 59A                               APPROX.15.0 KM 2435823.6 |
 CF0413| CS7399 DARNELL RM 1                          4.250 METERS 29505     |
 CF0413|---------------------------------------------------------------------|
 CF0413
 CF0413                          SUPERSEDED SURVEY CONTROL
 CF0413
 CF0413  NAD 83(1986)-  31 49 18.06151(N)    109 08 30.24389(W) AD(       ) 3
 CF0413  NGVD 29 (02/25/92) 2256.9    (m)         7405.     (f) VERT ANG    3  
 CF0413
 CF0413.Superseded values are not recommended for survey control.
 CF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0413.See file dsdata.txt to determine how the superseded data were derived.
 CF0413
 CF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7587622175(NAD 83)
 CF0413_MARKER: DS = TRIANGULATION STATION DISK
 CF0413_SETTING: 80 = SET IN A BOULDER
 CF0413_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0413+STABILITY: SURFACE MOTION
 CF0413
 CF0413  HISTORY     - Date     Condition        Report By
 CF0413  HISTORY     - 1957     MONUMENTED       USGS
 CF0413
 CF0413                          STATION DESCRIPTION
 CF0413
 CF0413'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0413'LOCATED ABOUT 33 MI. N. OF US-MEXICO BORDER, 5.5 MI W. OF AZ-NM
 CF0413'STATE LINE.  ON WEST ONE OF TWO SMALL BRUSHY TOPS.  THERE IS A HIGHER
 CF0413'ROCKY RIDGE SW. OF STATION.
 CF0413'
 CF0413'TO REACH FROM RODEO, NM, DRIVE SW. ON U.S. HWY. 80 1.9 MI. TO
 CF0413'NM-AZ STATE LINE, THENCE N. ON DIRT RD. ALONG STATE LINE 0.2
 CF0413'MI TO RD. FORKS.  TAKE LEFT FORK 1.3 MI TO RD. FORKS, CONTINUE
 CF0413'STRAIGHT AHEAD 0.5 MI TO Y-RD. FORK.  TAKE RIGHT FORK 0.2 MI
 CF0413'PASSING TO RIGHT OF HOUSE, CONTINUE ABOUT 2 MI ON MAIN RD. TO FENCE
 CF0413'AND CATTLEGUARD.  LEAVE RD. AND DRIVE CROSS-COUNTRY (SW.) TOWARDS
 CF0413'FIRST DRAIN S. OF SULPHUR DRAE 1.1 MI TO FOREST BOUNDARY FENCE.
 CF0413'WALK UP DRAIN TO RIDGE, THENCE W. ALONG RIDGE TO DOUBLE TOP AND
 CF0413'STATION.  ABOUT A 4-HOUR WALK.
 CF0413'
 CF0413'STATION MARK IS A STANDARD TABLET STAMPED---DARNELL 1957---,
 CF0413'CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER.
 CF0413'
 CF0413'RM 1 IS A STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED
 CF0413'IN DRILL HOLE IN EMBEDDED BOULDER.
 CF0413'
 CF0413'RM 2 IS A STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED
 CF0413'IN DRILL HOLE IN EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1056 ***********************************************************************
 ET1056  DESIGNATION -  DATE
 ET1056  PID         -  ET1056
 ET1056  STATE/COUNTY-  AZ/LA PAZ
 ET1056  USGS QUAD   -  SMITH PEAK NW (1967)
 ET1056
 ET1056                         *CURRENT SURVEY CONTROL
 ET1056  ___________________________________________________________________
 ET1056* NAD 83(1992)-  34 09 29.56648(N)    113 29 03.11246(W)     ADJUSTED  
 ET1056* NAVD 88     -       550.9    (meters)    1807.     (feet)  VERTCON   
 ET1056  ___________________________________________________________________
 ET1056  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ET1056  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET1056  HORZ ORDER  -  FIRST
 ET1056
 ET1056.The horizontal coordinates were established by classical geodetic methods
 ET1056.and adjusted by the National Geodetic Survey in August 1993.
 ET1056
 ET1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1056
 ET1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1056
 ET1056.The geoid height was determined by GEOID03.
 ET1056
 ET1056;                    North         East     Units Scale Factor Converg.
 ET1056;SPC AZ W     -   350,245.270   237,868.849   MT  0.99994074   +0 08 57.3
 ET1056;SPC AZ W     - 1,149,098.65    780,409.61   iFT  0.99994074   +0 08 57.3
 ET1056;UTM  12      - 3,782,487.140   270,989.177   MT  1.00024654   -1 23 43.6
 ET1056
 ET1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1056!SPC AZ W     -   0.99991822  x   0.99994074  =   0.99985897
 ET1056!UTM  12      -   0.99991822  x   1.00024654  =   1.00016474
 ET1056
 ET1056:                Primary Azimuth Mark                     Grid Az
 ET1056:SPC AZ W     -  DATE AZ MK                               037 40 17.4
 ET1056:UTM  12      -  DATE AZ MK                               039 12 58.3
 ET1056
 ET1056|---------------------------------------------------------------------|
 ET1056| PID    Reference Object                     Distance      Geod. Az  |
 ET1056|                                                           dddmmss.s |
 ET1056| CH3023 DATE AZ MK                                         0374914.7 |
 ET1056| ET0653 C 12                                  9.467 METERS 20658     |
 ET1056| CH3024 DATE RM 1                             8.553 METERS 31900     |
 ET1056|---------------------------------------------------------------------|
 ET1056
 ET1056                          SUPERSEDED SURVEY CONTROL
 ET1056
 ET1056  NAD 83(1986)-  34 09 29.56362(N)    113 29 03.11896(W) AD(       ) 1
 ET1056  NAD 27      -  34 09 29.48400(N)    113 29 00.38400(W) AD(       ) 1
 ET1056  NGVD 29 (07/19/86)  550.2    (m)         1805.     (f) VERT ANG    3  
 ET1056
 ET1056.Superseded values are not recommended for survey control.
 ET1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1056.See file dsdata.txt to determine how the superseded data were derived.
 ET1056
 ET1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7098982487(NAD 83)
 ET1056_MARKER: DS = TRIANGULATION STATION DISK
 ET1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1056+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET1056
 ET1056  HISTORY     - Date     Condition        Report By
 ET1056  HISTORY     - 1948     MONUMENTED       CGS
 ET1056  HISTORY     - 1955     GOOD             CGS
 ET1056  HISTORY     - 20010730 GOOD             NGS
 ET1056  HISTORY     - 20081016 GOOD             GEOCAC
 ET1056
 ET1056                          STATION DESCRIPTION
 ET1056
 ET1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1056'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE NORTH-NORTHEAST
 ET1056'OF WENDEN AND ABOUT 10 MILES AIRLINE SOUTHEAST OF ALAMO CROSSING
 ET1056'ON THE EAST SIDE OF THE DIVIDE SOUTH OF BUCKSKIN MOUNTAIN.
 ET1056'THE STATION MARK PROJECTS 6 INCHES, IS SET 33 FEET NORTHWEST
 ET1056'OF THE CENTERLINE OF THE ROAD AND 8 FEET SOUTHEAST OF A WHITE
 ET1056'WITNESS POST.  IT IS STAMPED, DATE 1948.
 ET1056'
 ET1056'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 ET1056'AS THE STATION MARK AND IS STAMPED, DATE NO 1 1948.
 ET1056'
 ET1056'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. BENCH MARK, PROJECTING
 ET1056'6 INCHES, SET 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 ET1056'IT IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 ET1056'C 12 1927 1805.534.
 ET1056'
 ET1056'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET ON A WHITE COLORED
 ET1056'RIDGE 36 FEET WEST OF THE CENTERLINE OF ROAD AND 4 FEET NORTH
 ET1056'OF A WHITE WITNESS POST.  IT IS STAMPED, DATE 1948.
 ET1056'
 ET1056'TO REACH THE STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET1056'ALAMO CROSSING 11.2 MILES TO A FORK.  CONTINUE ON ROAD TO RIGHT
 ET1056'6.8 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 8.2 MILES
 ET1056'TO THE STATION ON LEFT.  A DRIVE STATION.
 ET1056'
 ET1056'A TRAVERSE AND LEVEL CONNECTION WAS MADE TO BENCH MARK C 12 1927.
 ET1056
 ET1056                          STATION RECOVERY (1955)
 ET1056
 ET1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1056'THE STATION MARK, THE REFERNCE MARKS AND THE AZIMUTH MARK WERE
 ET1056'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 ET1056'ADEQUATE.
 ET1056
 ET1056                          STATION RECOVERY (2001)
 ET1056
 ET1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET1056'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 ET1056
 ET1056                          STATION RECOVERY (2008)
 ET1056
 ET1056'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET1056'RECOVERED STATION DATE ALONG WITH DATE RM 1 IN GOOD CONDITION.
 ET1056'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1238 ***********************************************************************
 DA1238  DESIGNATION -  DATELAND
 DA1238  PID         -  DA1238
 DA1238  STATE/COUNTY-  AZ/YUMA
 DA1238  USGS QUAD   -  AZTEC HILLS (1982)
 DA1238
 DA1238                         *CURRENT SURVEY CONTROL
 DA1238  ___________________________________________________________________
 DA1238* NAD 83(1992)-  32 48 47.87611(N)    113 29 46.84016(W)     ADJUSTED  
 DA1238* NAVD 88     -       145.21   (+/-2cm)     476.4    (feet)  VERTCON   
 DA1238  ___________________________________________________________________
 DA1238  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DA1238  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DA1238  HORZ ORDER  -  SECOND
 DA1238  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1238
 DA1238.The horizontal coordinates were established by classical geodetic methods
 DA1238.and adjusted by the National Geodetic Survey in August 1993.
 DA1238
 DA1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1238.The vertical order pertains to the NGVD 29 superseded value.
 DA1238
 DA1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1238
 DA1238.The geoid height was determined by GEOID03.
 DA1238
 DA1238;                    North         East     Units Scale Factor Converg.
 DA1238;SPC AZ W     -   201,083.136   237,113.171   MT  0.99994029   +0 08 14.8
 DA1238;SPC AZ W     -   659,721.57    777,930.35   iFT  0.99994029   +0 08 14.8
 DA1238;SPC AZ C     -   202,153.185    65,430.891   MT  1.00016975   -0 51 22.3
 DA1238;SPC AZ C     -   663,232.23    214,668.28   iFT  1.00016975   -0 51 22.3
 DA1238;UTM  12      - 3,633,349.717   266,281.239   MT  1.00027359   -1 21 12.2
 DA1238
 DA1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1238!SPC AZ W     -   0.99998226  x   0.99994029  =   0.99992255
 DA1238!SPC AZ C     -   0.99998226  x   1.00016975  =   1.00015201
 DA1238!UTM  12      -   0.99998226  x   1.00027359  =   1.00025585
 DA1238
 DA1238:                Primary Azimuth Mark                     Grid Az
 DA1238:SPC AZ W     -  AZTEC                                    153 02 53.5
 DA1238:SPC AZ C     -  AZTEC                                    154 02 30.6
 DA1238:UTM  12      -  AZTEC                                    154 32 20.5
 DA1238
 DA1238|---------------------------------------------------------------------|
 DA1238| PID    Reference Object                     Distance      Geod. Az  |
 DA1238|                                                           dddmmss.s |
 DA1238| DA1406 AZTEC                               APPROX. 2.3 KM 1531108.3 |
 DA1238| DA1234 DATELAND RM 2                        19.975 METERS 24451     |
 DA1238| DA1237 DATELAND RM 1                        16.200 METERS 33930     |
 DA1238|---------------------------------------------------------------------|
 DA1238
 DA1238                          SUPERSEDED SURVEY CONTROL
 DA1238
 DA1238  NAD 83(1986)-  32 48 47.87045(N)    113 29 46.84612(W) AD(       ) 2
 DA1238  NAD 27      -  32 48 47.69600(N)    113 29 44.15200(W) AD(       ) 2
 DA1238  NGVD 29 (??/??/92)  144.65   (m)          474.6    (f) COMPUTED    1 2
 DA1238
 DA1238.Superseded values are not recommended for survey control.
 DA1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1238.See file dsdata.txt to determine how the superseded data were derived.
 DA1238
 DA1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6628133350(NAD 83)
 DA1238_MARKER: DS = TRIANGULATION STATION DISK
 DA1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1238
 DA1238  HISTORY     - Date     Condition        Report By
 DA1238  HISTORY     - 1934     MONUMENTED       CGS
 DA1238  HISTORY     - 1952     GOOD             CGS
 DA1238  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1238
 DA1238                          STATION DESCRIPTION
 DA1238
 DA1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1238'STATION IS LOCATED ABOUT 100 FEET ON THE LEFT SIDE OF U.S. HIGHWAY
 DA1238'80, 3 MILES E OF DATELAND AND ABOUT 2 MILES W OF AZTEC.
 DA1238'
 DA1238'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DA1238'DISKS SET IN CONCRETE.
 DA1238'
 DA1238'TO REACH FROM DATELAND, GO E ON U.S. HIGHWAY 80 FOR 3 MILES,
 DA1238'AND TURN LEFT OFF THE HIGHWAY WHERE STATION WILL BE FOUND
 DA1238'ABOUT 100 FEET FROM THE ROAD ON THE N SIDE.
 DA1238
 DA1238                          STATION RECOVERY (1952)
 DA1238
 DA1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1238'STATION IS LOCATED 2.9 MILES W ALONG U.S. HIGHWAY 80 FROM THE
 DA1238'SOUTHERN PACIFIC COMPANY RAILROAD WATER TANK AT AZTEC.
 DA1238'
 DA1238'STATION MARK IS A STANDARD STATION DISK, STAMPED DATELAND 1934,
 DA1238'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA1238'GROUND, 60 FEET NW OF THE CENTER LINE OF THE HIGHWAY, 61.9 FEET
 DA1238'NE OF REFERENCE MARK 2, 52 FEET SE OF REFERENCE MARK 1, 1.9 FEET
 DA1238'SE OF A WITNESS POST, AND ABOUT 0.6 FOOT LOWER THAN THE HIGHWAY.
 DA1238'
 DA1238'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 DA1238'DATELAND R.M. NO 1 1934, SET IN THE TOP OF A CONCRETE POST
 DA1238'PROJECTING 0.4 FOOT ABOVE THE GROUND, 112.5 FEET NW OF THE
 DA1238'CENTER LINE OF THE HIGHWAY, 87 FEET N OF REFERENCE MARK 2,
 DA1238'52.5 FEET NW OF THE STATION, AND 0.6 FOOT LOWER THAN THE
 DA1238'HIGHWAY.
 DA1238'
 DA1238'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 DA1238'DATELAND R.M. NO 2 1934, SET IN THE TOP OF A CONCRETE POST
 DA1238'PROJECTING 0.4 FOOT ABOVE THE GROUND, 58 FEET NW OF THE CENTER
 DA1238'LINE OF THE HIGHWAY, 87 FEET S OF REFERENCE MARK 1, 61.9 FEET
 DA1238'SW OF THE STATION, AND 0.6 FOOT LOWER THAN THE HIGHWAY.
 DA1238
 DA1238                          STATION RECOVERY (1960)
 DA1238
 DA1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1238'STATION AND REFERENCE MARKS 1 AND 2 WERE DESTROYED DUE TO
 DA1238'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI5115 ***********************************************************************
 AI5115  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5115  FBN         -  This is a Federal Base Network Control Station.
 AI5115  DESIGNATION -  DAVIAN
 AI5115  PID         -  AI5115
 AI5115  STATE/COUNTY-  AZ/MOHAVE
 AI5115  USGS QUAD   -  MT TRUMBULL SE (1967)
 AI5115
 AI5115                         *CURRENT SURVEY CONTROL
 AI5115  ___________________________________________________________________
 AI5115* NAD 83(2007)-  36 17 09.39723(N)    113 03 55.75982(W)     ADJUSTED  
 AI5115* NAVD 88     -      1451.59   (meters)    4762.4    (feet)  GPS OBS   
 AI5115  ___________________________________________________________________
 AI5115  EPOCH DATE  -        2007.00
 AI5115  X           -  -2,017,069.748 (meters)                     COMP
 AI5115  Y           -  -4,736,857.952 (meters)                     COMP
 AI5115  Z           -   3,754,659.176 (meters)                     COMP
 AI5115  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AI5115  ELLIP HEIGHT-        1427.843 (meters)          (02/10/07) ADJUSTED
 AI5115  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AI5115
 AI5115  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5115  Type    PID    Designation                      North   East  Ellip
 AI5115  -------------------------------------------------------------------
 AI5115  NETWORK AI5115 DAVIAN                            0.25   0.20   0.55
 AI5115  -------------------------------------------------------------------
 AI5115
 AI5115.The horizontal coordinates were established by GPS observations
 AI5115.and adjusted by the National Geodetic Survey in February 2007.
 AI5115
 AI5115.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5115.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5115.The horizontal coordinates are valid at the epoch date displayed above.
 AI5115.The epoch date for horizontal control is a decimal equivalence
 AI5115.of Year/Month/Day.
 AI5115
 AI5115.The orthometric height was determined by GPS observations and a
 AI5115.high-resolution geoid model.
 AI5115.The orthometric height was determined by GPS observations and a
 AI5115.high-resolution geoid model using precise GPS observation and
 AI5115.processing techniques.
 AI5115
 AI5115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5115
 AI5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5115
 AI5115.The ellipsoidal height was determined by GPS observations
 AI5115.and is referenced to NAD 83.
 AI5115
 AI5115.The geoid height was determined by GEOID03.
 AI5115
 AI5115;                    North         East     Units Scale Factor Converg.
 AI5115;SPC AZ W     -   586,475.432   274,850.821   MT  0.99997990   +0 24 18.4
 AI5115;SPC AZ W     - 1,924,131.99    901,741.54   iFT  0.99997990   +0 24 18.4
 AI5115;UTM  12      - 4,017,643.786   314,504.611   MT  1.00002396   -1 13 21.9
 AI5115
 AI5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5115!SPC AZ W     -   0.99977596  x   0.99997990  =   0.99975586
 AI5115!UTM  12      -   0.99977596  x   1.00002396  =   0.99979991
 AI5115
 AI5115                          SUPERSEDED SURVEY CONTROL
 AI5115
 AI5115  NAD 83(1992)-  36 17 09.39741(N)    113 03 55.75945(W) AD(1999.37) A
 AI5115  ELLIP H (05/16/00) 1427.847  (m)                       GP(1999.37) 4 1
 AI5115
 AI5115.Superseded values are not recommended for survey control.
 AI5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5115.See file dsdata.txt to determine how the superseded data were derived.
 AI5115
 AI5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1450517644(NAD 83)
 AI5115_MARKER: DD = SURVEY DISK
 AI5115_SETTING: 66 = SET IN ROCK OUTCROP
 AI5115_STAMPING: DAVIAN 1999
 AI5115_MARK LOGO: NONE  
 AI5115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5115+STABILITY: POSITION/ELEVATION WELL
 AI5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5115+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 AI5115
 AI5115  HISTORY     - Date     Condition        Report By
 AI5115  HISTORY     - 1999     MONUMENTED       NGS
 AI5115  HISTORY     - 19990607 GOOD             NGS
 AI5115  HISTORY     - 20010321 GOOD             NGS
 AI5115  HISTORY     - 20030529 GOOD             GRANCN
 AI5115  HISTORY     - 20050401 GOOD             GRANCN
 AI5115
 AI5115                          STATION DESCRIPTION
 AI5115
 AI5115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (DHM)
 AI5115'THE STATION IS LOCATED AT THE NATIONAL PARK SERVICES RANGER STATION
 AI5115'FOR THE TUWEEP AREA OF THE GRAND CANYON NATIONAL PARK.  IT IS 55
 AI5115'AIRLINE MILES SOUTHWEST OF FREDONIA, ARIZONA.  TO REACH THE STATION
 AI5115'FROM WHERE STATE ROUTE 389 CROSSES KANAB CREEK (THE COUNTY BOUNDARY
 AI5115'BETWEEN MOHAVE AND COCONINO COUNTIES) ON THE SOUTHWEST CITY LIMIT OF
 AI5115'FREDONIA, AZ PROCEED WESTERLY FOR 7.7 MILES (12.4 KM) TO MOHAVE COUNTY
 AI5115'ROAD 109.  TURN LEFT AND GO SOUTH ON ROAD 109 FOR 39.7 MILES (63.9 KM)
 AI5115'TO COUNTY ROAD 115.  BEAR LEFT ONTO COUNTY ROAD 115 AND PROCEED FOR
 AI5115'6.8 MILES (10.9 KM) TO THE BOUNDARY OF THE GRAND CANYON NATIONAL PARK.
 AI5115'CONTINUE FOR 0.7 MILES (1.1 KM) TO THE STATION ON THE LEFT.  THE
 AI5115'STATION IS 0.05 MILES (0.08 KM) BEYOND THE RANGER STATION ON THE ROAD
 AI5115'TO TOROWEAP OVERLOOK.  THE STATION IS A STANDARD HORIZONTAL CONTROL
 AI5115'DISK STAMPED DAVIAN 1999, SET IN A DRILL HOLE IN A ROCK OUTCROP, 80.6
 AI5115'FEET (24.6 M) FROM THE EDGE OF FHE ROAD LEADING TO TOROWEAP OVERLOOK
 AI5115'AND APPROXIMATELY 20 FEET (6.1 M) ABOVE THE ROAD. IT IS 13.8 FEET (4.2
 AI5115'M) ON A BEARING OF 285 DEGREES MAGNETIC FROM A WITNESS SIGN ON A 12
 AI5115'FOOT (3.7 M) TALL DEAD JUNIPER TREE, 28.3 FEET (8.6 M) ON A MAGNETIC
 AI5115'BEARING OF 108 DEGREES FROM THE CENTER OF A FOUNDATION REMNANT ATOP A
 AI5115'PROMINENT ROCK OUTCROP (APPROXIMATELY 13 FEET (4.0 M) TALL AND 20 FOOT
 AI5115'(6.1 M) IN DIAMETER AT THE BASE) , AND 95 FEET (29.0 M) ON A MAGNETIC
 AI5115'BEARING OF 219 DEGREES FROM THE SOUTHERNMOST CORNER OF THE GENERATOR
 AI5115'SHED (THE MOST WESTERLY OF THE RANGER STATION BUILDINGS) .  DESCRIBED
 AI5115'BY DAVID (AND MARIAN) MINKEL.
 AI5115
 AI5115                          STATION RECOVERY (1999)
 AI5115
 AI5115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5115'RECOVERED AS DESCRIBED.
 AI5115
 AI5115                          STATION RECOVERY (2001)
 AI5115
 AI5115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 AI5115'RECOVERED IN GOOD CONDITION.
 AI5115
 AI5115                          STATION RECOVERY (2003)
 AI5115
 AI5115'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 AI5115'RECOVERED AS DESCRIBED.
 AI5115
 AI5115                          STATION RECOVERY (2005)
 AI5115
 AI5115'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 AI5115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0362 ***********************************************************************
 CG0362  DESIGNATION -  DAVID
 CG0362  PID         -  CG0362
 CG0362  STATE/COUNTY-  AZ/PIMA
 CG0362  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0362
 CG0362                         *CURRENT SURVEY CONTROL
 CG0362  ___________________________________________________________________
 CG0362* NAD 83(1992)-  31 57 36.17597(N)    110 39 33.68342(W)     ADJUSTED  
 CG0362* NAVD 88     -      1155.40   (+/-2cm)    3790.7    (feet)  VERTCON   
 CG0362  ___________________________________________________________________
 CG0362  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 CG0362  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0362  HORZ ORDER  -  SECOND
 CG0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0362
 CG0362.The horizontal coordinates were established by classical geodetic methods
 CG0362.and adjusted by the National Geodetic Survey in August 1993.
 CG0362
 CG0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0362.The vertical order pertains to the NGVD 29 superseded value.
 CG0362
 CG0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0362
 CG0362.The geoid height was determined by GEOID03.
 CG0362
 CG0362;                    North         East     Units Scale Factor Converg.
 CG0362;SPC AZ C     -   107,127.763   332,211.015   MT  1.00007415   +0 39 56.2
 CG0362;SPC AZ C     -   351,469.04  1,089,931.15   iFT  1.00007415   +0 39 56.2
 CG0362;UTM  12      - 3,536,058.078   532,189.626   MT  0.99961278   +0 10 49.1
 CG0362
 CG0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0362!SPC AZ C     -   0.99982306  x   1.00007415  =   0.99989720
 CG0362!UTM  12      -   0.99982306  x   0.99961278  =   0.99943591
 CG0362
 CG0362|---------------------------------------------------------------------|
 CG0362| PID    Reference Object                     Distance      Geod. Az  |
 CG0362|                                                           dddmmss.s |
 CG0362| CG0361 DAVID RM 1                            9.020 METERS 01422     |
 CG0362| CG1043 DAVID AZ MK                         APPROX. 0.6 KM 1281145.2 |
 CG0362| CG0363 DAVID RM 2                           10.222 METERS 27428     |
 CG0362|---------------------------------------------------------------------|
 CG0362
 CG0362                          SUPERSEDED SURVEY CONTROL
 CG0362
 CG0362  NAD 83(1986)-  31 57 36.17153(N)    110 39 33.68052(W) AD(       ) 2
 CG0362  NAD 27      -  31 57 35.87260(N)    110 39 31.38790(W) AD(       ) 2
 CG0362  NGVD 29 (??/??/92) 1154.639  (m)         3788.18   (f) ADJ UNCH    2 0
 CG0362
 CG0362.Superseded values are not recommended for survey control.
 CG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0362.See file dsdata.txt to determine how the superseded data were derived.
 CG0362
 CG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3219036058(NAD 83)
 CG0362_MARKER: DB = BENCH MARK DISK
 CG0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0362_STAMPING: DAVID 1962
 CG0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0362+STABILITY: SURFACE MOTION
 CG0362
 CG0362  HISTORY     - Date     Condition        Report By
 CG0362  HISTORY     - 1962     MONUMENTED       CGS
 CG0362  HISTORY     - 1962     GOOD             CGS
 CG0362  HISTORY     - 1972     GOOD             NGS
 CG0362  HISTORY     - 20061122 GOOD             GEOCAC
 CG0362
 CG0362                          STATION DESCRIPTION
 CG0362
 CG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0362'STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF TUCSON, 3-1/2 MILES
 CG0362'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 80, INTERSTATE HIGHWAY
 CG0362'10 AND STATE HIGHWAY 83, ON THE SUMMIT OF A LOW, LONE ROUNDED
 CG0362'HILL ABOUT 100 YARDS WEST OF STATE HIGHWAY 83.  IT IS IN THE
 CG0362'NORTHEAST 1/4 SECTION 13, T 17 S, R 16 E.  IT IS A STANDARD DISK
 CG0362'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT.  IT IS
 CG0362'STAMPED--DAVID 1962 AND IT IS SET FLUSH WITH THE GROUND
 CG0362'SURFACE.
 CG0362'
 CG0362'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 80
 CG0362'AND 89 AND INTERSTATE HIGHWAY 10 IN TUCSON, GO SOUTHEAST ON
 CG0362'U.S. HIGHWAY 80 AND INTERSTATE HIGHWAY 10 FOR 20.6 MILES TO THE
 CG0362'SONOITA OVERPASS AND JUNCTION OF STATE HIGHWAY 83, TURN RIGHT
 CG0362'AND GO SOUTHERLY ON STATE HIGHWAY 83 FOR 4.1 MILES TO MILEPOST
 CG0362'56, (0.2 MILE NORTH OF A ROAD RIGHT), TURN RIGHT OFF ROAD AND
 CG0362'PICK WAY SOUTH AND WEST FOR ABOUT 0.1 MILE TO THE HIGHEST
 CG0362'POINT AND STATION AS DESCRIBED.
 CG0362'
 CG0362'R.M. 1 IS 35.5 FEET NORTH OF A METAL WITNESS POST AND ABOUT THE
 CG0362'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED IN
 CG0362'THE TOP OF CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--DAVID NO
 CG0362'1 1962 AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.
 CG0362'
 CG0362'R.M. 2 IS 37 FEET NORTHWEST OF A METAL WITNESS POST AN IT IS ABOUT
 CG0362'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED
 CG0362'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND IT IS
 CG0362'STAMPED--DAVID NO 2 1962 AND PROJECTS 2 INCHES ABOVE THE GROUND
 CG0362'SURFACE.
 CG0362'
 CG0362'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF A GRADED DIRT ROAD
 CG0362'AND 1.7 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CG0362'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND IT IS
 CG0362'STAMPED--DAVID 1962 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 CG0362'
 CG0362'TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON STATE HIGHWAY 83
 CG0362'FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST, FOR 0.1
 CG0362'MILE TO A WIRE GATE, PAS THROUGH GATE AND CONTINUE EAST FOR
 CG0362'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CG0362'
 CG0362'NOTE--STATION MARK IS 6 FEET NORTH OF A METAL WITNESS POST.
 CG0362'
 CG0362'NO AVAILABLE PICTURE POINT.
 CG0362
 CG0362                          STATION RECOVERY (1962)
 CG0362
 CG0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CG0362'23.7 MI SE FROM TUCSON.
 CG0362'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0362'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.7 MILES SOUTH
 CG0362'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0362'NEAR MILEPOST 56, 100 YARDS WEST OF STATE HIGHWAY 83, 7 FEET NORTH OF
 CG0362'A METAL WITNESS POST, ON THE SUMMIT OF A LOW HILL, A BRONZE DISK SET
 CG0362'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH.
 CG0362
 CG0362                          STATION RECOVERY (1972)
 CG0362
 CG0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CG0362'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CG0362'WERE RECOVERED AS DESCRIBED IN 1962.  THE STATION IS ON TOP OF
 CG0362'A LOW HILL 0.2 MILE NORTH OF AN AIR FORCE INSTALLATION ALONG THE
 CG0362'OLD HIGHWAY.
 CG0362'
 CG0362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 CG0362'SOUTHEAST OF TUCSON
 CG0362
 CG0362                          STATION RECOVERY (2006)
 CG0362
 CG0362'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0151 ***********************************************************************
 CZ0151  DESIGNATION -  DAVID AZ MK
 CZ0151  PID         -  CZ0151
 CZ0151  STATE/COUNTY-  AZ/PIMA
 CZ0151  USGS QUAD   -  TUCSON (1992)
 CZ0151
 CZ0151                         *CURRENT SURVEY CONTROL
 CZ0151  ___________________________________________________________________
 CZ0151* NAD 83(1986)-  32 09 21.     (N)    110 59 02.     (W)     SCALED    
 CZ0151* NAVD 88     -       750.90   (+/-2cm)    2463.6    (feet)  VERTCON   
 CZ0151  ___________________________________________________________________
 CZ0151  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0151
 CZ0151.The horizontal coordinates were scaled from a topographic map and have
 CZ0151.an estimated accuracy of +/- 6 seconds.
 CZ0151
 CZ0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0151.The vertical order pertains to the NGVD 29 superseded value.
 CZ0151
 CZ0151.The geoid height was determined by GEOID03.
 CZ0151
 CZ0151;                    North         East    Units  Estimated Accuracy
 CZ0151;SPC AZ C     -   128,530.      301,350.      MT  (+/- 180 meters Scaled)
 CZ0151
 CZ0151                          SUPERSEDED SURVEY CONTROL
 CZ0151
 CZ0151  NGVD 29 (??/??/92)  750.24   (m)         2461.4    (f) COMPUTED    2 0
 CZ0151
 CZ0151.Superseded values are not recommended for survey control.
 CZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0151.See file dsdata.txt to determine how the superseded data were derived.
 CZ0151
 CZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA015577(NAD 83)
 CZ0151_MARKER: DZ = AZIMUTH MARK DISK
 CZ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0151_STAMPING: DAVID 1959
 CZ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0151+STABILITY: SURFACE MOTION
 CZ0151
 CZ0151  HISTORY     - Date     Condition        Report By
 CZ0151  HISTORY     - 1959     MONUMENTED       CGS
 CZ0151  HISTORY     - 19950925 MARK NOT FOUND   USPSQD
 CZ0151
 CZ0151                          STATION DESCRIPTION
 CZ0151
 CZ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CZ0151'IN TUCSON.
 CZ0151'0.5 MILE NORTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0151'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON DREXEL ROAD TO SOUTH PINTA
 CZ0151'AVENUE, THENCE 0.5 MILE NORTH ON TRACK ROAD TO THE POINT WHERE THE
 CZ0151'ROAD TURNS EAST, THENCE 0.1 MILE EAST TO THE MARK, 40 FEET NORTH OF
 CZ0151'CENTER OF ROAD, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CZ0151'PROJECTING 4 INCHES.
 CZ0151
 CZ0151                          STATION RECOVERY (1995)
 CZ0151
 CZ0151'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1043 ***********************************************************************
 CG1043  DESIGNATION -  DAVID AZ MK
 CG1043  PID         -  CG1043
 CG1043  STATE/COUNTY-  AZ/PIMA
 CG1043  USGS QUAD   -  MOUNT FAGAN (1981)
 CG1043
 CG1043                         *CURRENT SURVEY CONTROL
 CG1043  ___________________________________________________________________
 CG1043* NAD 83(1992)-  31 57 24.40092(N)    110 39 16.13025(W)     ADJUSTED  
 CG1043* NAVD 88     -      1138.     (meters)    3734.     (feet)  SCALED    
 CG1043  ___________________________________________________________________
 CG1043  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 CG1043  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CG1043  HORZ ORDER  -  THIRD
 CG1043
 CG1043.The horizontal coordinates were established by classical geodetic methods
 CG1043.and adjusted by the National Geodetic Survey in August 1993.
 CG1043
 CG1043.The orthometric height was scaled from a topographic map.
 CG1043
 CG1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1043
 CG1043.The geoid height was determined by GEOID03.
 CG1043
 CG1043;                    North         East     Units Scale Factor Converg.
 CG1043;SPC AZ C     -   106,770.435   332,676.185   MT  1.00007552   +0 40 05.3
 CG1043;SPC AZ C     -   350,296.70  1,091,457.30   iFT  1.00007552   +0 40 05.3
 CG1043;UTM  12      - 3,535,696.990   532,651.540   MT  0.99961315   +0 10 58.4
 CG1043
 CG1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1043!SPC AZ C     -   0.99982583  x   1.00007552  =   0.99990133
 CG1043!UTM  12      -   0.99982583  x   0.99961315  =   0.99943904
 CG1043
 CG1043                          SUPERSEDED SURVEY CONTROL
 CG1043
 CG1043  NAD 83(1986)-  31 57 24.39646(N)    110 39 16.12734(W) AD(       ) 3
 CG1043  NAD 27      -  31 57 24.09700(N)    110 39 13.83600(W) AD(       ) 3
 CG1043
 CG1043.Superseded values are not recommended for survey control.
 CG1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1043.See file dsdata.txt to determine how the superseded data were derived.
 CG1043
 CG1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3265235697(NAD 83)
 CG1043_MARKER: DS = TRIANGULATION STATION DISK
 CG1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1043+STABILITY: SURFACE MOTION
 CG1043
 CG1043  HISTORY     - Date     Condition        Report By
 CG1043  HISTORY     - 1962     MONUMENTED       CGS
 CG1043  HISTORY     - 20061122 GOOD             GEOCAC
 CG1043
 CG1043                          STATION DESCRIPTION
 CG1043
 CG1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG1043'THE STATION IS 29 FEET SOUTH OF THE CENTER OF A GRADED DIRT ROAD
 CG1043'AND 1.7 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 CG1043'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND IT IS
 CG1043'STAMPED--DAVID 1962 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 CG1043'
 CG1043'TO REACH THE STATION, CONTINUE SOUTH ON STATE HIGHWAY 83
 CG1043'FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST, FOR 0.1
 CG1043'MILE TO A WIRE GATE, PAS THROUGH GATE AND CONTINUE EAST FOR
 CG1043'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CG1043
 CG1043                          STATION RECOVERY (2006)
 CG1043
 CG1043'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1843 ***********************************************************************
 CZ1843  DESIGNATION -  DAVID RESET
 CZ1843  PID         -  CZ1843
 CZ1843  STATE/COUNTY-  AZ/PIMA
 CZ1843  USGS QUAD   -  TUCSON (1992)
 CZ1843
 CZ1843                         *CURRENT SURVEY CONTROL
 CZ1843  ___________________________________________________________________
 CZ1843* NAD 83(1992)-  32 09 08.79954(N)    110 59 09.93004(W)     ADJUSTED  
 CZ1843* NAVD 88     -       753.04   (+/-2cm)    2470.6    (feet)  VERTCON   
 CZ1843  ___________________________________________________________________
 CZ1843  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ1843  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1843  HORZ ORDER  -  THIRD
 CZ1843  VERT ORDER  -  THIRD (See Below)
 CZ1843
 CZ1843.The horizontal coordinates were established by classical geodetic methods
 CZ1843.and adjusted by the National Geodetic Survey in August 1993.
 CZ1843
 CZ1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1843.The vertical order pertains to the NGVD 29 superseded value.
 CZ1843
 CZ1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1843
 CZ1843.The geoid height was determined by GEOID03.
 CZ1843
 CZ1843;                    North         East     Units Scale Factor Converg.
 CZ1843;SPC AZ C     -   128,148.977   301,140.062   MT  0.99999499   +0 29 42.9
 CZ1843;SPC AZ C     -   420,436.28    987,992.33   iFT  0.99999499   +0 29 42.9
 CZ1843;UTM  12      - 3,557,333.284   501,311.537   MT  0.99960002   +0 00 26.6
 CZ1843
 CZ1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1843!SPC AZ C     -   0.99988639  x   0.99999499  =   0.99988138
 CZ1843!UTM  12      -   0.99988639  x   0.99960002  =   0.99948645
 CZ1843
 CZ1843|---------------------------------------------------------------------|
 CZ1843| PID    Reference Object                     Distance      Geod. Az  |
 CZ1843|                                                           dddmmss.s |
 CZ1843| CZ0156 DAVID RM 3                           15.055 METERS 00057     |
 CZ1843| CC8300 I19 STA 3201+70.00                                 0024354.5 |
 CZ1843| CZ0157 DAVID RESET RM 4                                   09430     |
 CZ1843| CC7230 DAVID RESET RM 5                     13.907 METERS 18334     |
 CZ1843| CZ1975 SAN XAVIER MISSION CROSS            APPROX. 5.4 KM 2003628.8 |
 CZ1843|---------------------------------------------------------------------|
 CZ1843
 CZ1843                          SUPERSEDED SURVEY CONTROL
 CZ1843
 CZ1843  NAD 83(1986)-  32 09 08.79566(N)    110 59 09.92750(W) AD(       ) 3
 CZ1843  NAD 27      -  32 09 08.52130(N)    110 59 07.59630(W) AD(       ) 3
 CZ1843  NGVD 29 (03/28/06)  752.37   (m)         2468.4    (f) RESET       3  
 CZ1843
 CZ1843.Superseded values are not recommended for survey control.
 CZ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1843.See file dsdata.txt to determine how the superseded data were derived.
 CZ1843
 CZ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0131257333(NAD 83)
 CZ1843_MARKER: DS = TRIANGULATION STATION DISK
 CZ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1843
 CZ1843  HISTORY     - Date     Condition        Report By
 CZ1843  HISTORY     - 1963     MONUMENTED       AZHD
 CZ1843  HISTORY     - 1973     GOOD             NGS
 CZ1843  HISTORY     - 1978     GOOD             AZDT
 CZ1843  HISTORY     - 19950120 POOR             USPSQD
 CZ1843
 CZ1843                          STATION DESCRIPTION
 CZ1843
 CZ1843'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1963
 CZ1843'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF TUCSON WITHIN
 CZ1843'THE RIGHT OF WAY OF INTERSTATE HIGHWAY NO. I-19.
 CZ1843'
 CZ1843'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK, GO
 CZ1843'SOUTH ON U.S. HIGHWAY 89 FOR 0.45 MILES TO VALENCIA ROAD,
 CZ1843'TURN RIGHT AND GO WEST ON VALENCIA ROAD FOR 1.4 MILES TO THE
 CZ1843'INTERCHANGE WITH INTERSTATE HIGHWAY NO. I-19, TAKE THE NORTHBOUND
 CZ1843'ENTRANCE RAMP AND GO NORTHERLY 1.3 MILES ON THE INTERSTATE
 CZ1843'HIGHWAY TO THE STATION ON THE RIGHT.
 CZ1843'
 CZ1843'THE STATION MARK IS A STANDARD DISC STAMPED DAVID RESET
 CZ1843'1963, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 CZ1843'OF THE GROUND.  IT IS 0.3 MILES NORTH OF THE DREXEL ROAD
 CZ1843'UNDERPASS, 540 FEET NORTH OF A DOUBLE 24 INCH CULVERT ACROSS
 CZ1843'THE FREEWAY, 95 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND
 CZ1843'FREEWAY LANES AND 0.5 FEET WEST OF THE RIGHT OF WAY FENCE.
 CZ1843'IT IS ON TOP OF A 10 FOOT HIGHWAY CUT.
 CZ1843'
 CZ1843'R.M. 3 IS A STANDARD DISC STAMPED DAVID NO. 3 1959-1963,
 CZ1843'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 CZ1843'IT IS 49.3 FEET NORTH OF THE STATION AND 2 FEET WEST OF
 CZ1843'THE RIGHT OF WAY FENCE.
 CZ1843'
 CZ1843'R.M. 4 IS A STANDARD DISC STAMPED DAVID NO. 4 RESET 1963,
 CZ1843'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 CZ1843'2 INCHES.  IT IS 57.6 FEET EAST OF THE STATION, 57 FEET EAST
 CZ1843'OF THE RIGHT OF WAY FENCE AND 40.5 FEET NORTHWESTERLY OF A
 CZ1843'SEWER MANHOLE.
 CZ1843'
 CZ1843'INTERSECTION STATION SAN XAVIER MISSION CROSS WAS USED FOR
 CZ1843'THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.  (SAME AS PREVIOUS)
 CZ1843
 CZ1843                          STATION RECOVERY (1973)
 CZ1843
 CZ1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CZ1843'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 CZ1843'CONDITION.  REFERENCE MARK 4 WAS DESTROYED BY CONSTRUCTION
 CZ1843'AND THE AZIMUTH MARK WAS OBSTRUCTED.  REFERENCE MARK 5 AND A
 CZ1843'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 CZ1843'
 CZ1843'THE STATION IS LOCATED ALONG THE EAST RIGHT OF WAY OF INTERSTATE
 CZ1843'HIGHWAY 19 IN SOUTHERN TUCSON.  IT IS 1.3 MILES NORTH OF
 CZ1843'VALENCIA OVERPASS, ON THE NORTH SLOPE OF A SLIGHT RISE 1/2
 CZ1843'FOOT WEST OF THE EAST RIGHT OF WAY FENCE LINE AND DIRECTLY
 CZ1843'BELOW A WITNESS SIGN WHICH IS SET IN THE FENCE LINE.
 CZ1843'
 CZ1843'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DAVID NO 3 1959
 CZ1843'1963.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 CZ1843'WHICH PROJECTS 4 INCHES.  IT IS 2 FEET WEST OF THE FENCE
 CZ1843'LINE.
 CZ1843'
 CZ1843'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, DAVID RESET 1963
 CZ1843'NO 5 1973.  IT WAS DRILLED INTO THE TOP OF AN OLD MONUMENT.
 CZ1843'WHICH IS A 12 INCH CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CZ1843'IT IS 2 FEET WEST OF THE FENCE LINE AND ON THE APPROXIMATE
 CZ1843'HIGH POINT OF THE RIDGE.
 CZ1843'
 CZ1843'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED,
 CZ1843'245196 3201+7000 1963.  IT IS SET IN THE TOP OF THE HEADWALL
 CZ1843'OF A LARGE CONCRETE CULVERT WHICH IS ABOUT 5 FEET LOWER THAN
 CZ1843'THE NORTH BOUND LANE AND 0.5 MILE NORTH OF THE STATION.
 CZ1843'
 CZ1843'TO REACH THE STATION FROM THE I-19 VALENCIA OVERPASS IN SOUTHERN
 CZ1843'TUCSON, GO NORTH ALONG I-19 FOR 1.3 MILES TO THE STATION ON
 CZ1843'THE RIGHT.
 CZ1843'
 CZ1843'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1843'
 CZ1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TUCSON
 CZ1843
 CZ1843                          STATION RECOVERY (1978)
 CZ1843
 CZ1843'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1843'THE STATION WAS RECOVERED AS DESCRIBED.
 CZ1843
 CZ1843                          STATION RECOVERY (1995)
 CZ1843
 CZ1843'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1843'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0157 ***********************************************************************
 CZ0157  DESIGNATION -  DAVID RESET RM 4
 CZ0157  PID         -  CZ0157
 CZ0157  STATE/COUNTY-  AZ/PIMA
 CZ0157  USGS QUAD   -  TUCSON (1992)
 CZ0157
 CZ0157                         *CURRENT SURVEY CONTROL
 CZ0157  ___________________________________________________________________
 CZ0157* NAD 83(1986)-  32 09 08.     (N)    110 59 09.     (W)     SCALED    
 CZ0157* NAVD 88     -       752.58   (+/-2cm)    2469.1    (feet)  VERTCON   
 CZ0157  ___________________________________________________________________
 CZ0157  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0157  VERT ORDER  -  THIRD (See Below)
 CZ0157
 CZ0157.The horizontal coordinates were scaled from a topographic map and have
 CZ0157.an estimated accuracy of +/- 6 seconds.
 CZ0157
 CZ0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0157.The vertical order pertains to the NGVD 29 superseded value.
 CZ0157
 CZ0157.The geoid height was determined by GEOID03.
 CZ0157
 CZ0157;                    North         East    Units  Estimated Accuracy
 CZ0157;SPC AZ C     -   128,130.      301,170.      MT  (+/- 180 meters Scaled)
 CZ0157
 CZ0157                          SUPERSEDED SURVEY CONTROL
 CZ0157
 CZ0157  NGVD 29 (03/28/06)  751.91   (m)         2466.9    (f) RESET       3  
 CZ0157
 CZ0157.Superseded values are not recommended for survey control.
 CZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0157.See file dsdata.txt to determine how the superseded data were derived.
 CZ0157
 CZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013573(NAD 83)
 CZ0157_MARKER: DD = SURVEY DISK
 CZ0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0157_SP_SET: MONUMENT
 CZ0157_STAMPING: DAVID NO. 4 RESET 1963
 CZ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0157
 CZ0157  HISTORY     - Date     Condition        Report By
 CZ0157  HISTORY     - 1963     MONUMENTED       CGS
 CZ0157
 CZ0157                          STATION DESCRIPTION
 CZ0157
 CZ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0157'IN TUCSON.
 CZ0157'0.45 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA ON
 CZ0157'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0157'NORTHERLY 1.3 MILES ALONG INTERSTATE HIGHWAY NO. 1-19, 540 FEET NORTH
 CZ0157'OF A DOUBLE 24 INCH CULVERT, 57 FEET EAST OF THE EAST HIGHWAY RIGHT OF
 CZ0157'WAY FENCE AND 40.5 FEET NORTHWESTERLY OF A SEWER MANHOLE, SET IN THE
 CZ0157'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0361 ***********************************************************************
 CG0361  DESIGNATION -  DAVID RM 1
 CG0361  PID         -  CG0361
 CG0361  STATE/COUNTY-  AZ/PIMA
 CG0361  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0361
 CG0361                         *CURRENT SURVEY CONTROL
 CG0361  ___________________________________________________________________
 CG0361* NAD 83(1986)-  31 57 35.     (N)    110 39 33.     (W)     SCALED    
 CG0361* NAVD 88     -      1155.57   (+/-2cm)    3791.2    (feet)  VERTCON   
 CG0361  ___________________________________________________________________
 CG0361  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0361
 CG0361.The horizontal coordinates were scaled from a topographic map and have
 CG0361.an estimated accuracy of +/- 6 seconds.
 CG0361
 CG0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0361.The vertical order pertains to the NGVD 29 superseded value.
 CG0361
 CG0361.The geoid height was determined by GEOID03.
 CG0361
 CG0361;                    North         East    Units  Estimated Accuracy
 CG0361;SPC AZ C     -   107,090.      332,230.      MT  (+/- 180 meters Scaled)
 CG0361
 CG0361                          SUPERSEDED SURVEY CONTROL
 CG0361
 CG0361  NGVD 29 (??/??/92) 1154.812  (m)         3788.75   (f) ADJ UNCH    2 0
 CG0361
 CG0361.Superseded values are not recommended for survey control.
 CG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0361.See file dsdata.txt to determine how the superseded data were derived.
 CG0361
 CG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA322360(NAD 83)
 CG0361_MARKER: DR = REFERENCE MARK DISK
 CG0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0361_STAMPING: DAVID NO 1 1962
 CG0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0361+STABILITY: SURFACE MOTION
 CG0361
 CG0361  HISTORY     - Date     Condition        Report By
 CG0361  HISTORY     - 1962     MONUMENTED       CGS
 CG0361  HISTORY     - 20061122 GOOD             GEOCAC
 CG0361
 CG0361                          STATION DESCRIPTION
 CG0361
 CG0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0361'23.7 MI SE FROM TUCSON.
 CG0361'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0361'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.7 MILES SOUTH
 CG0361'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0361'NEAR MILEPOST 56, 100 YARDS WEST OF STATE HIGHWAY 83, 35.5 FEET NORTH
 CG0361'OF A METAL WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH
 CG0361'CONCRETE CYLINDER WHICH PROJECTS 12 INCHES.
 CG0361
 CG0361                          STATION RECOVERY (2006)
 CG0361
 CG0361'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0363 ***********************************************************************
 CG0363  DESIGNATION -  DAVID RM 2
 CG0363  PID         -  CG0363
 CG0363  STATE/COUNTY-  AZ/PIMA
 CG0363  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0363
 CG0363                         *CURRENT SURVEY CONTROL
 CG0363  ___________________________________________________________________
 CG0363* NAD 83(1986)-  31 57 35.     (N)    110 39 33.     (W)     SCALED    
 CG0363* NAVD 88     -      1155.24   (+/-2cm)    3790.1    (feet)  VERTCON   
 CG0363  ___________________________________________________________________
 CG0363  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0363
 CG0363.The horizontal coordinates were scaled from a topographic map and have
 CG0363.an estimated accuracy of +/- 6 seconds.
 CG0363
 CG0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0363.The vertical order pertains to the NGVD 29 superseded value.
 CG0363
 CG0363.The geoid height was determined by GEOID03.
 CG0363
 CG0363;                    North         East    Units  Estimated Accuracy
 CG0363;SPC AZ C     -   107,090.      332,230.      MT  (+/- 180 meters Scaled)
 CG0363
 CG0363                          SUPERSEDED SURVEY CONTROL
 CG0363
 CG0363  NGVD 29 (??/??/92) 1154.480  (m)         3787.66   (f) ADJ UNCH    2 0
 CG0363
 CG0363.Superseded values are not recommended for survey control.
 CG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0363.See file dsdata.txt to determine how the superseded data were derived.
 CG0363
 CG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA322360(NAD 83)
 CG0363_MARKER: DR = REFERENCE MARK DISK
 CG0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0363_STAMPING: DAVID NO 2 1962
 CG0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0363+STABILITY: SURFACE MOTION
 CG0363
 CG0363  HISTORY     - Date     Condition        Report By
 CG0363  HISTORY     - 1962     MONUMENTED       CGS
 CG0363  HISTORY     - 20061122 GOOD             GEOCAC
 CG0363
 CG0363                          STATION DESCRIPTION
 CG0363
 CG0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0363'23.7 MI SE FROM TUCSON.
 CG0363'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0363'HIGHWAYS 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.7 MILES SOUTH
 CG0363'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF SONOITA OVERPASS, NEAR
 CG0363'MILEPOST 56, 100 YARDS WEST OF STATE HIGHWAY 83, 37 FEET NORTHWEST OF
 CG0363'A METAL WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH
 CG0363'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 CG0363
 CG0363                          STATION RECOVERY (2006)
 CG0363
 CG0363'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0156 ***********************************************************************
 CZ0156  DESIGNATION -  DAVID RM 3
 CZ0156  PID         -  CZ0156
 CZ0156  STATE/COUNTY-  AZ/PIMA
 CZ0156  USGS QUAD   -  TUCSON (1992)
 CZ0156
 CZ0156                         *CURRENT SURVEY CONTROL
 CZ0156  ___________________________________________________________________
 CZ0156* NAD 83(1986)-  32 09 08.     (N)    110 59 09.     (W)     SCALED    
 CZ0156* NAVD 88     -       752.89   (+/-2cm)    2470.1    (feet)  VERTCON   
 CZ0156  ___________________________________________________________________
 CZ0156  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0156  VERT ORDER  -  THIRD (See Below)
 CZ0156
 CZ0156.The horizontal coordinates were scaled from a topographic map and have
 CZ0156.an estimated accuracy of +/- 6 seconds.
 CZ0156
 CZ0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0156.The vertical order pertains to the NGVD 29 superseded value.
 CZ0156
 CZ0156.The geoid height was determined by GEOID03.
 CZ0156
 CZ0156;                    North         East    Units  Estimated Accuracy
 CZ0156;SPC AZ C     -   128,130.      301,170.      MT  (+/- 180 meters Scaled)
 CZ0156
 CZ0156                          SUPERSEDED SURVEY CONTROL
 CZ0156
 CZ0156  NGVD 29 (03/28/06)  752.22   (m)         2467.9    (f) RESET       3  
 CZ0156
 CZ0156.Superseded values are not recommended for survey control.
 CZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0156.See file dsdata.txt to determine how the superseded data were derived.
 CZ0156
 CZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013573(NAD 83)
 CZ0156_MARKER: DR = REFERENCE MARK DISK
 CZ0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0156_SP_SET: MONUMENT
 CZ0156_STAMPING: DAVID NO. 3 1959 1963
 CZ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0156
 CZ0156  HISTORY     - Date     Condition        Report By
 CZ0156  HISTORY     - 1963     MONUMENTED       CGS
 CZ0156
 CZ0156                          STATION DESCRIPTION
 CZ0156
 CZ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0156'IN TUCSON.
 CZ0156'0.45 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, ON
 CZ0156'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0156'NORTHERLY 1.3 MILES ALONG INTERSTATE HIGHWAY 1-19, 590 FEET NORTH OF A
 CZ0156'DOUBLE 24 INCH CULVERT PIPE, AND 2 FEET WEST OF THE EAST HIGHWAY RIGHT
 CZ0156'OF WAY FENCE, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 CZ0156'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0409 ***********************************************************************
 DU0409  DESIGNATION -  DAVIS
 DU0409  PID         -  DU0409
 DU0409  STATE/COUNTY-  AZ/MARICOPA
 DU0409  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0409
 DU0409                         *CURRENT SURVEY CONTROL
 DU0409  ___________________________________________________________________
 DU0409* NAD 83(1992)-  33 34 40.56641(N)    111 13 43.69808(W)     ADJUSTED  
 DU0409* NAVD 88     -       778.613  (meters)    2554.50   (feet)  ADJUSTED  
 DU0409  ___________________________________________________________________
 DU0409  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 DU0409  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU0409  DYNAMIC HT  -         777.619 (meters)    2551.24  (feet)  COMP
 DU0409  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 DU0409
 DU0409  HORZ ORDER  -  FIRST
 DU0409  VERT ORDER  -  FIRST     CLASS II
 DU0409
 DU0409.The horizontal coordinates were established by classical geodetic methods
 DU0409.and adjusted by the National Geodetic Survey in August 1993.
 DU0409
 DU0409.The orthometric height was determined by differential leveling
 DU0409.and adjusted in June 1991.
 DU0409
 DU0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0409
 DU0409.The geoid height was determined by GEOID03.
 DU0409
 DU0409.The dynamic height is computed by dividing the NAVD 88
 DU0409.geopotential number by the normal gravity value computed on the
 DU0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0409.degrees latitude (g = 980.6199 gals.).
 DU0409
 DU0409.The modeled gravity was interpolated from observed gravity values.
 DU0409
 DU0409;                    North         East     Units Scale Factor Converg.
 DU0409;SPC AZ C     -   286,055.692   277,214.731   MT  0.99995025   +0 22 49.6
 DU0409;SPC AZ C     -   938,502.93    909,497.15   iFT  0.99995025   +0 22 49.6
 DU0409;UTM  12      - 3,715,383.313   478,766.402   MT  0.99960556   -0 07 35.6
 DU0409
 DU0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0409!SPC AZ C     -   0.99988221  x   0.99995025  =   0.99983247
 DU0409!UTM  12      -   0.99988221  x   0.99960556  =   0.99948782
 DU0409
 DU0409|---------------------------------------------------------------------|
 DU0409| PID    Reference Object                     Distance      Geod. Az  |
 DU0409|                                                           dddmmss.s |
 DU0409| DU0410 DAVIS RM 1                            9.888 METERS 16837     |
 DU0409| DU0412 F 21                                               2080555.1 |
 DU0409| DU0411 DAVIS RM 2                            6.190 METERS 28519     |
 DU0409|---------------------------------------------------------------------|
 DU0409
 DU0409                          SUPERSEDED SURVEY CONTROL
 DU0409
 DU0409  NAD 83(1986)-  33 34 40.56199(N)    111 13 43.69928(W) AD(       ) 1
 DU0409  NAD 27      -  33 34 40.38500(N)    111 13 41.25000(W) AD(       ) 1
 DU0409  NGVD 29 (??/??/92)  778.012  (m)         2552.53   (f) ADJ UNCH    1 2
 DU0409
 DU0409.Superseded values are not recommended for survey control.
 DU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0409.See file dsdata.txt to determine how the superseded data were derived.
 DU0409
 DU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7876615383(NAD 83)
 DU0409_MARKER: DB = BENCH MARK DISK
 DU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0409_STAMPING: DAVIS 1946
 DU0409_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0409+STABILITY: SURFACE MOTION
 DU0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0409+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0409
 DU0409  HISTORY     - Date     Condition        Report By
 DU0409  HISTORY     - 1946     MONUMENTED       CGS
 DU0409  HISTORY     - 1963     GOOD             NGS
 DU0409  HISTORY     - 1967     GOOD             AMS
 DU0409  HISTORY     - 1972     GOOD             AZHD
 DU0409  HISTORY     - 1980     GOOD             NGS
 DU0409  HISTORY     - 1980     GOOD             NGS
 DU0409  HISTORY     - 20040403 GOOD             USPSQD
 DU0409  HISTORY     - 20060812 GOOD             GEOCAC
 DU0409  HISTORY     - 20080716 GOOD             GEOCAC
 DU0409
 DU0409                          STATION DESCRIPTION
 DU0409
 DU0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU0409'THE STATION IS LOCATED ABOUT 8 MILES AIR LINE SOUTHWEST OF
 DU0409'ROOSEVELT ON A SMALL SANDY KNOLL.  THE STATION MARK IS
 DU0409'STAMPED--DAVIS 1946 AND PROJECTS 3 INCHES.  IT IS 110 FEET SOUTH
 DU0409'OF A POWER LINE TOWER, 75 FEET NORTHWEST OF THE APACHE TRAIL
 DU0409'AND 45 FEET EAST OF A DIM ROAD.
 DU0409'
 DU0409'REFERENCE MARK NO. 1 IS STAMPED--DAVIS R.M. NO 1 1946 AND PROJECTS
 DU0409'2 INCHES.  IT IS 35 FEET EAST OF TRACK ROAD AND IS AT THE SAME
 DU0409'ELEVATION AS THE STATION MARK.
 DU0409'
 DU0409'REFERENCE MARK NO. 2 IS STAMPED--DAVIS R.M. NO 2 1946 AND PROJECTS
 DU0409'4 INCHES.  IT IS 30 FEET EAST OF TRACK ROAD AND 18 INCHES LOWER
 DU0409'THAN STATION MARK.
 DU0409'
 DU0409'THE AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK STAMPED--F 21
 DU0409'1933, SET IN A 10 INCH SQUARE BLOCK OF CONCRETE, 50 FEET NORTH
 DU0409'OF THE APACHE TRAIL, 20 FEET NORTH OF A CEMENT TANK AND 15 FEET
 DU0409'NORTHWEST OF A WHITE POST.  TO REACH FROM STATION, CONTINUE
 DU0409'WESTERLY 0.9 MILE TO MARK ON RIGHT.
 DU0409'
 DU0409'TO REACH STATION FROM ROOSEVELT, GO WEST ON THE APACHE TRAIL
 DU0409'2.1 MILES TO A ROAD RIGHT AT ROOSEVELT DAM.  CONTINUE STRAIGHT
 DU0409'AHEAD, LEFT, 10.2 MILES TO BRIDGE OVER DAVIS WASH.  CONTINUE
 DU0409'1.35 MILE TO STATION ON RIGHT.  A DRIVE STATION.
 DU0409
 DU0409                          STATION RECOVERY (1963)
 DU0409
 DU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DU0409'12.9 MI SW FROM ROOSEVELT.
 DU0409'IN MARICOPA COUNTY, 12.9 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0409'ROOSEVELT, GILA COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 231, 300 FEET
 DU0409'EAST OF A STEEL LINE TOWER, AT THE JUNCTION OF AN OLD ROAD LEADING
 DU0409'NORTHWEST, 57.7 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42.3
 DU0409'FEET NORTHEAST OF THE OLD ROAD, ON A SMALL KNOLL, AND 12 FEET HIGHER
 DU0409'THAN THE HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 DU0409'DAVIS 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DU0409'ABOVE GROUND.
 DU0409
 DU0409                          STATION RECOVERY (1967)
 DU0409
 DU0409'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DU0409'STATION MARK, R.M.S AND AZ. MARK WERE RECOVERED AS DESCRIBED.
 DU0409'AZIMUTH AND CHECK DISTANCES RECORDED IN VOL. 12W PG. 34.
 DU0409
 DU0409                          STATION RECOVERY (1972)
 DU0409
 DU0409'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU0409'GENERAL LOCATION TONTO NATIONAL FOREST AND WINKLEMAN (APPROX.
 DU0409'14 MILES WEST OF ROOSEVELT DAM ON APACHE TRAIL)
 DU0409'
 DU0409'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU0409'
 DU0409'STATION MARK STD. USC AND GS B.C. STAMPED DAVIS 1946.
 DU0409'
 DU0409'REFERENCE MARKS NO R.M.S OBSERVED.
 DU0409
 DU0409                          STATION RECOVERY (1980)
 DU0409
 DU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0409'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0409'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.8 KM (0.5 MI)
 DU0409'SOUTHWEST OF HIGHWAY MILEPOST 230, SET ON TOP OF A KNOLL BETWEEN THE
 DU0409'HIGHWAY AND A POWER LINE TOWER, 17.8 METERS (58.0 FT) NORTHWEST OF THE
 DU0409'CENTERLINE OF THE HIGHWAY, 91.3 METERS (300 FT) SOUTHEAST OF THE POWER
 DU0409'LINE TOWER, 12.9 METERS (42.5 FT) NORTHEAST OF THE CENTERLINE OF A
 DU0409'ROAD LEADING TO THE TOWER.
 DU0409'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0409
 DU0409                          STATION RECOVERY (1980)
 DU0409
 DU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0409'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE
 DU0409'SOUTHWEST AND OF THE THEODORE ROOSEVELT DAM AT ROOSEVELT. MARK IS SET
 DU0409'ON TOP OF A KNOLL BETWEEN THE HIGHWAY AND A POWERLINE TOWER. 0.8 KM
 DU0409'(0.5 MI ) SOUTHWEST OF MILEPOST 230 17.8 MI (58.0 FT) NORTHWEST OF
 DU0409'THE CENTERLINE OF THE HIGHWAY 91.5 M. (300.0 FT) SOUTHEAST OF THE
 DU0409'POWERLINE TOWER. 12.9 M (42.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 DU0409'ROAD TO THE TOWER. 3 METERS ABOVE THE CENTER OF THE HIGHWAY STAMPED
 DU0409'DAVIS 1946. DAVIS RM 1 IS 9.9 M. (32.7 FT) SOUTH OF STATION DAVIS.
 DU0409'DAVIS RM 2 IS 6.3 M. (20.7 FT) WEST-NORTHWEST OF STATION DAVIS.
 DU0409
 DU0409                          STATION RECOVERY (2004)
 DU0409
 DU0409'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0409'RMS 1 AND 2 RECOVERED ALSO.
 DU0409' 
 DU0409
 DU0409                          STATION RECOVERY (2006)
 DU0409
 DU0409'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0409'RECOVERED IN GOOD CONDITION.
 DU0409
 DU0409                          STATION RECOVERY (2008)
 DU0409
 DU0409'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0409'RECOVERED STATION DAVIS ALONG WITH DAVIS RM 1 AND DAVIS RM 2 IN GOOD
 DU0409'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1912 ***********************************************************************
 DV1912  DESIGNATION -  DAVIS
 DV1912  PID         -  DV1912
 DV1912  STATE/COUNTY-  AZ/MARICOPA
 DV1912  USGS QUAD   -  FOURTH OF JULY BUTTE (1989)
 DV1912
 DV1912                         *CURRENT SURVEY CONTROL
 DV1912  ___________________________________________________________________
 DV1912* NAD 83(1992)-  33 19 11.32432(N)    113 06 37.12678(W)     ADJUSTED  
 DV1912* NAVD 88     -       574.7    (meters)    1885.     (feet)  VERTCON   
 DV1912  ___________________________________________________________________
 DV1912  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV1912  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1912  HORZ ORDER  -  FIRST
 DV1912
 DV1912.The horizontal coordinates were established by classical geodetic methods
 DV1912.and adjusted by the National Geodetic Survey in August 1993.
 DV1912
 DV1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1912
 DV1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1912
 DV1912.The geoid height was determined by GEOID03.
 DV1912
 DV1912;                    North         East     Units Scale Factor Converg.
 DV1912;SPC AZ C     -   257,853.496   102,221.997   MT  1.00005224   -0 39 20.7
 DV1912;SPC AZ C     -   845,976.04    335,374.01   iFT  1.00005224   -0 39 20.7
 DV1912;UTM  12      - 3,688,730.030   303,559.892   MT  1.00007578   -1 09 34.5
 DV1912
 DV1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1912!SPC AZ C     -   0.99991467  x   1.00005224  =   0.99996691
 DV1912!UTM  12      -   0.99991467  x   1.00007578  =   0.99999045
 DV1912
 DV1912:                Primary Azimuth Mark                     Grid Az
 DV1912:SPC AZ C     -  DAVIS AZ MK                              057 12 26.3
 DV1912:UTM  12      -  DAVIS AZ MK                              057 42 40.1
 DV1912
 DV1912|---------------------------------------------------------------------|
 DV1912| PID    Reference Object                     Distance      Geod. Az  |
 DV1912|                                                           dddmmss.s |
 DV1912| CH3025 DAVIS AZ MK                                        0563305.6 |
 DV1912| CH3027 DAVIS RM 2                            6.674 METERS 16803     |
 DV1912| DV1929 EAGLE TAIL PEAK                     APPROX.20.3 KM 2971300.2 |
 DV1912| DV1932 COURTHOUSE MOUNTAIN                 APPROX.28.2 KM 3043709.6 |
 DV1912| CH3026 DAVIS RM 1                           13.347 METERS 35352     |
 DV1912|---------------------------------------------------------------------|
 DV1912
 DV1912                          SUPERSEDED SURVEY CONTROL
 DV1912
 DV1912  NAD 83(1986)-  33 19 11.31681(N)    113 06 37.13361(W) AD(       ) 1
 DV1912  NAD 27      -  33 19 11.17300(N)    113 06 34.47200(W) AD(       ) 1
 DV1912  NGVD 29 (07/19/86)  574.1    (m)         1884.     (f) VERT ANG    3  
 DV1912
 DV1912.Superseded values are not recommended for survey control.
 DV1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1912.See file dsdata.txt to determine how the superseded data were derived.
 DV1912
 DV1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0356088730(NAD 83)
 DV1912_MARKER: DS = TRIANGULATION STATION DISK
 DV1912_SETTING: 80 = SET IN A BOULDER
 DV1912_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1912
 DV1912  HISTORY     - Date     Condition        Report By
 DV1912  HISTORY     - 1948     MONUMENTED       CGS
 DV1912  HISTORY     - 1950     GOOD             CGS
 DV1912  HISTORY     - 1972     GOOD             AZHD
 DV1912
 DV1912                          STATION DESCRIPTION
 DV1912
 DV1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1912'STATION IS LOCATED ON HIGHEST POINT OF A LONE, HIGH, ROCKY
 DV1912'VOLCANIC BUTTE, APPROXIMATELY 34 MILES AIRLINE NORTHWEST OF
 DV1912'GILA BEND, 21 MILES AIRLINE SOUTHWEST OF HASSAYAMPA, AND
 DV1912'3-1/2 MILES SOUTHWEST OF CENTENNIAL WASH, SET FLUSH WITH
 DV1912'GROUND, AND STAMPED, DAVIS 1948.
 DV1912'
 DV1912'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1912'STATION, PROJECTS 16 INCHES, AND STAMPED, DAVIS NO 1 1948.
 DV1912'
 DV1912'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN
 DV1912'STATION, PROJECTS 14 INCHES, AND STAMPED, DAVIS NO 2 1948.
 DV1912'
 DV1912'AZIMUTH MARK IS A BRONZE DISK SET IN A CONCRETE PLATFORM FOR
 DV1912'THE WINDMILL MOTOR LOCATED IN THE CORRAL AT THE DAVIS RANCH,
 DV1912'PROJECTS ABOUT 8 INCHES, AND STAMPED, DAVIS 1948.
 DV1912'
 DV1912'TO REACH FROM JUNCTION OF U.S. HIGHWAY 80 AND ROAD TO SALOME,
 DV1912'AT SERVICE STATION AND STORE IN HASSAYAMPA, GO NORTHWEST
 DV1912'ON ROAD TO SALOME FOR 1.7 MILE TO FORKS, JUST AFTER CROSSING
 DV1912'RAILROAD TRACKS.  KEEP LEFT FORK, MAIN TRAVELED ROAD, FOR 0.8
 DV1912'MILE TO A GRADED SIDE ROAD LEFT.  TURN LEFT ONTO GRADED ROAD
 DV1912'AND GO 10.1 MILES TO SIDE ROAD RIGHT AT SIGN C.W. DWYER.
 DV1912'KEEP STRAIGHT AHEAD FOR 5.55 MILES TO FORK.  TAKE RIGHT
 DV1912'FORK AND GO 0.4 MILE TO FORK.  TAKE LEFT FORK AND GO 3.9 MILES
 DV1912'TO END OF GRADED ROAD AT DAVIS RANCH.  AZIMUTH MARK IS AT
 DV1912'WINDMILL AS DESCRIBED ABOVE.  FROM RANCH PICK WAY ACROSS
 DV1912'COUNTRY IN SOUTHWESTERLY DIRECTION AND TOWARD SADDLE
 DV1912'BETWEEN THE TWO POINTS OF THE BUTTE FOR 0.8 MILE TO END OF
 DV1912'TRUCK TRAVEL.  THENCE PACK SOUTHWEST TO HIGHEST POINT AND
 DV1912'STATION AS DESCRIBED ABOVE.  A 30 MINUTE PACK.
 DV1912
 DV1912                          STATION RECOVERY (1950)
 DV1912
 DV1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1912'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV1912'AND FOUND IN GOOD CONDITION.  THE DIRECTION AND DISTANCES
 DV1912'CHECKED WITH LITHOGRAPHED DESCRIPTION OF 1948.
 DV1912'
 DV1912'AZIMUTH MARK WAS LOCATED AS DESCRIBED BUT A CORNER OF THE
 DV1912'BASE OF THE ENGINE FOR THE WINDMILL WATER PUMP NOW COVERS
 DV1912'THE MARK AND WAS UNABLE TO MARK REOBSERVATIONS THEREON.
 DV1912
 DV1912                          STATION RECOVERY (1972)
 DV1912
 DV1912'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1912'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN
 DV1912'
 DV1912'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1912'
 DV1912'STATION MARK STD. USC AND GS B.
 DV1912'
 DV1912'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1276 ***********************************************************************
 DA1276  DESIGNATION -  DAVIS
 DA1276  PID         -  DA1276
 DA1276  STATE/COUNTY-  AZ/PIMA
 DA1276  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA1276
 DA1276                         *CURRENT SURVEY CONTROL
 DA1276  ___________________________________________________________________
 DA1276* NAD 83(1992)-  32 06 58.17478(N)    113 13 12.87611(W)     ADJUSTED  
 DA1276* NAVD 88     -       603.1    (meters)    1979.     (feet)  VERTCON   
 DA1276  ___________________________________________________________________
 DA1276  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DA1276  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1276  HORZ ORDER  -  THIRD
 DA1276
 DA1276.The horizontal coordinates were established by classical geodetic methods
 DA1276.and adjusted by the National Geodetic Survey in August 1993.
 DA1276
 DA1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1276
 DA1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1276
 DA1276.The geoid height was determined by GEOID03.
 DA1276
 DA1276;                    North         East     Units Scale Factor Converg.
 DA1276;SPC AZ C     -   124,490.485    90,344.143   MT  1.00008657   -0 41 35.2
 DA1276;SPC AZ C     -   408,433.35    296,404.67   iFT  1.00008657   -0 41 35.2
 DA1276;UTM  12      - 3,555,469.590   290,528.006   MT  1.00014115   -1 10 50.9
 DA1276
 DA1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1276!SPC AZ C     -   0.99991045  x   1.00008657  =   0.99999701
 DA1276!UTM  12      -   0.99991045  x   1.00014115  =   1.00005158
 DA1276
 DA1276:                Primary Azimuth Mark                     Grid Az
 DA1276:SPC AZ C     -  QUITOVAGUITA                             145 33 07.7
 DA1276:UTM  12      -  QUITOVAGUITA                             146 02 23.4
 DA1276
 DA1276|---------------------------------------------------------------------|
 DA1276| PID    Reference Object                     Distance      Geod. Az  |
 DA1276|                                                           dddmmss.s |
 DA1276| DA1412 QUITOVAGUITA                        APPROX.12.3 KM 1445132.5 |
 DA1276|---------------------------------------------------------------------|
 DA1276
 DA1276                          SUPERSEDED SURVEY CONTROL
 DA1276
 DA1276  NAD 83(1986)-  32 06 58.14133(N)    113 13 12.86941(W) AD(       ) 3
 DA1276  NGVD 29 (06/20/88)  602.4    (m)         1976.     (f) VERT ANG    3  
 DA1276
 DA1276.Superseded values are not recommended for survey control.
 DA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1276.See file dsdata.txt to determine how the superseded data were derived.
 DA1276
 DA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA9052855470(NAD 83)
 DA1276_MARKER: DS = TRIANGULATION STATION DISK
 DA1276_SETTING: 66 = SET IN ROCK OUTCROP
 DA1276_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1276+STABILITY: POSITION/ELEVATION WELL
 DA1276
 DA1276  HISTORY     - Date     Condition        Report By
 DA1276  HISTORY     - 1962     MONUMENTED       AMS
 DA1276
 DA1276                          STATION DESCRIPTION
 DA1276
 DA1276'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1276'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1276'
 DA1276'LOCATED ABOUT 28 MI SW. OF AJO, ABOUT 4 MI ENE. OF PAPAGO WELL.
 DA1276'ON HIGHEST AND MOST NORTHERN OF THREE KNOLLS WHICH FORM HIGHER
 DA1276'ELEVATIONS OF THE MOUNTAIN.
 DA1276'
 DA1276'TO REACH FROM PAPAGO WELL, GO 5.0 MI NE. TO POINT ON RD. WHICH IS
 DA1276'ABOUT DUE N. OF MOUNTAIN.  TURN RIGHT CROSS-COUNTRY ABOUT 1.0 MI
 DA1276'S. TO BASE OF MOUNTAIN, DRAIN FROM SSW. AND END OF TRUCK TRAVEL.
 DA1276'PACK SSW. UP DRAIN TO TOP OF MOUNTAIN AND STATION.  ABOUT A
 DA1276'40-MINUTE PACK.
 DA1276'
 DA1276'STATION MARK--USE DISK STAMPED---DAVIS ARMY MAP SERVICE 1962---,
 DA1276'CEMENTED IN DRILL HOLE IN BEDROCK.
 DA1276'
 DA1276'RM 1--USE RM DISK STAMPED---DAVIS RM NO 1 ARMY MAP SERVICE 1962---,
 DA1276'CEMENTED IN DRILL HOLE IN ROCK.
 DA1276'
 DA1276'RM 2--USE RM DISK STAMPED---DAVIS RM NO 2 ARMY MAP SERVICE 1962---,
 DA1276'CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1167 ***********************************************************************
 CG1167  DESIGNATION -  DAVIS
 CG1167  PID         -  CG1167
 CG1167  STATE/COUNTY-  AZ/COCHISE
 CG1167  USGS QUAD   -  TOMBSTONE SE (1982)
 CG1167
 CG1167                         *CURRENT SURVEY CONTROL
 CG1167  ___________________________________________________________________
 CG1167* NAD 83(1992)-  31 35 16.29591(N)    110 02 24.90068(W)     ADJUSTED  
 CG1167* NAVD 88     -      1370.8    (meters)    4497.     (feet)  VERTCON   
 CG1167  ___________________________________________________________________
 CG1167  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CG1167  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CG1167  HORZ ORDER  -  SECOND
 CG1167
 CG1167.The horizontal coordinates were established by classical geodetic methods
 CG1167.and adjusted by the National Geodetic Survey in August 1993.
 CG1167
 CG1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1167
 CG1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1167
 CG1167.The geoid height was determined by GEOID03.
 CG1167
 CG1167;                    North         East     Units Scale Factor Converg.
 CG1167;SPC AZ E     -    65,179.116   225,357.419   MT  0.99990177   +0 03 58.4
 CG1167;SPC AZ E     -   213,842.24    739,361.61   iFT  0.99990177   +0 03 58.4
 CG1167;UTM  12      - 3,495,154.068   591,058.590   MT  0.99970226   +0 30 09.9
 CG1167
 CG1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1167!SPC AZ E     -   0.99978914  x   0.99990177  =   0.99969093
 CG1167!UTM  12      -   0.99978914  x   0.99970226  =   0.99949146
 CG1167
 CG1167|---------------------------------------------------------------------|
 CG1167| PID    Reference Object                     Distance      Geod. Az  |
 CG1167|                                                           dddmmss.s |
 CG1167| CS6107 DAVIS RM 2                           13.280 METERS 12907     |
 CG1167| CG1182 MEMOR                               APPROX. 5.0 KM 1420951.4 |
 CG1167| CS6106 DAVIS RM 1                           13.363 METERS 35833     |
 CG1167|---------------------------------------------------------------------|
 CG1167
 CG1167                          SUPERSEDED SURVEY CONTROL
 CG1167
 CG1167  NAD 83(1986)-  31 35 16.28971(N)    110 02 24.89323(W) AD(       ) 2
 CG1167  NGVD 29 (06/28/91) 1369.9    (m)         4494.     (f) VERT ANG    3  
 CG1167
 CG1167.Superseded values are not recommended for survey control.
 CG1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1167.See file dsdata.txt to determine how the superseded data were derived.
 CG1167
 CG1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9105995154(NAD 83)
 CG1167_MARKER: DS = TRIANGULATION STATION DISK
 CG1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1167+STABILITY: SURFACE MOTION
 CG1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1167+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CG1167
 CG1167  HISTORY     - Date     Condition        Report By
 CG1167  HISTORY     - 1986     MONUMENTED       AZDT
 CG1167  HISTORY     - 20061209 GOOD             GEOCAC
 CG1167
 CG1167                          STATION DESCRIPTION
 CG1167
 CG1167'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1167'THE STATION IS LOCATED 9 MILES SOUTHEAST OF TOMBSTONE ALONG THE EAST
 CG1167'SIDE OF U.S. HIGHWAY 80.
 CG1167'
 CG1167'THE STATION MARK IS AN AZDT DISK STAMPED---DAVIS 1986---.  IT IS SET
 CG1167'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 88 FEET SOUTHWEST OF THE
 CG1167'CENTER LINE OF THE HIGHWAY, 20 FEET NORTHEAST OF THE RIGHT OF WAY
 CG1167'FENCE AND 4 FEET NORTHEAST OF THE WITNESS POST.
 CG1167'
 CG1167'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DAVIS RM 1 1986---.  IT IS
 CG1167'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1167'
 CG1167'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DAVIS RM 2 1986---.  IT IS
 CG1167'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1167'
 CG1167'TO REACH THE STATION FROM THE JOHN L WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG1167'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 9.45 MILES TO THE STATION ON THE
 CG1167'LEFT AT MILE POST 327.35.
 CG1167
 CG1167                          STATION RECOVERY (2006)
 CG1167
 CG1167'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG1167'MARKER AND REFERENCE MARKS LOCATED PER DESCRIPTION. ALL THREE MARKERS
 CG1167'ARE STAMPED 1987 NOT 1986
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0410 ***********************************************************************
 DU0410  DESIGNATION -  DAVIS RM 1
 DU0410  PID         -  DU0410
 DU0410  STATE/COUNTY-  AZ/MARICOPA
 DU0410  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0410
 DU0410                         *CURRENT SURVEY CONTROL
 DU0410  ___________________________________________________________________
 DU0410* NAD 83(1986)-  33 34 40.     (N)    111 13 43.     (W)     SCALED    
 DU0410* NAVD 88     -       778.702  (meters)    2554.79   (feet)  ADJUSTED  
 DU0410  ___________________________________________________________________
 DU0410  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU0410  DYNAMIC HT  -         777.709 (meters)    2551.53  (feet)  COMP
 DU0410  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 DU0410
 DU0410  VERT ORDER  -  FIRST     CLASS II
 DU0410
 DU0410.The horizontal coordinates were scaled from a topographic map and have
 DU0410.an estimated accuracy of +/- 6 seconds.
 DU0410
 DU0410.The orthometric height was determined by differential leveling
 DU0410.and adjusted in June 1991.
 DU0410
 DU0410.The geoid height was determined by GEOID03.
 DU0410
 DU0410.The dynamic height is computed by dividing the NAVD 88
 DU0410.geopotential number by the normal gravity value computed on the
 DU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0410.degrees latitude (g = 980.6199 gals.).
 DU0410
 DU0410.The modeled gravity was interpolated from observed gravity values.
 DU0410
 DU0410;                    North         East    Units  Estimated Accuracy
 DU0410;SPC AZ C     -   286,040.      277,230.      MT  (+/- 180 meters Scaled)
 DU0410
 DU0410                          SUPERSEDED SURVEY CONTROL
 DU0410
 DU0410  NGVD 29 (??/??/92)  778.098  (m)         2552.81   (f) ADJ UNCH    1 2
 DU0410
 DU0410.Superseded values are not recommended for survey control.
 DU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0410.See file dsdata.txt to determine how the superseded data were derived.
 DU0410
 DU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC787153(NAD 83)
 DU0410_MARKER: DR = REFERENCE MARK DISK
 DU0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0410_STAMPING: DAVIS NO 1 1946
 DU0410_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0410+STABILITY: SURFACE MOTION
 DU0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0410+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0410
 DU0410  HISTORY     - Date     Condition        Report By
 DU0410  HISTORY     - 1946     MONUMENTED       CGS
 DU0410  HISTORY     - 1948     GOOD             NGS
 DU0410  HISTORY     - 1980     GOOD             NGS
 DU0410  HISTORY     - 20060812 GOOD             GEOCAC
 DU0410  HISTORY     - 20080716 GOOD             GEOCAC
 DU0410
 DU0410                          STATION DESCRIPTION
 DU0410
 DU0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0410'12.9 MI SW FROM ROOSEVELT.
 DU0410'12.9 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILE
 DU0410'SOUTHEAST OF MILE POST 231, 315 FEET EAST OF A STEEL TRANSMISSION
 DU0410'TOWER, 32.7 FEET SOUTH OF TRIANGULATION STATION DAVIS, 31.8 FEET
 DU0410'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.5 FEET NORTHEAST OF AN
 DU0410'OLD ROAD LEADING NORTHWEST, ON A SMALL KNOLL ABOUT 12 FEET ABOVE THE
 DU0410'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DU0410'FOOT ABOVE THE GROUND.
 DU0410
 DU0410                          STATION RECOVERY (1980)
 DU0410
 DU0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0410'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0410'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVLET, 0.8 KM (0.5 MI)
 DU0410'SOUTHWEST OF HIGHWAY MILEPOST 230, ON A KNOLL BETWEEN THE HIGHWAY
 DU0410'AND A POWER LINE TOWER, 9.7 METERS (32.0 FT) NORTHWEST OF THE
 DU0410'CENTERLINE OF THE HIGHWAY, 96.0 METERS (315 FT) EAST OF THE TOWER,
 DU0410'9.9 METERS (32.7 FT) SOUTH OF THE TRIANGULATION STATION, 6.8 METERS
 DU0410'(22.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE TOWER
 DU0410'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0410
 DU0410                          STATION RECOVERY (2006)
 DU0410
 DU0410'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0410'RECOVERED IN GOOD CONDITION.
 DU0410
 DU0410                          STATION RECOVERY (2008)
 DU0410
 DU0410'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0411 ***********************************************************************
 DU0411  DESIGNATION -  DAVIS RM 2
 DU0411  PID         -  DU0411
 DU0411  STATE/COUNTY-  AZ/MARICOPA
 DU0411  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0411
 DU0411                         *CURRENT SURVEY CONTROL
 DU0411  ___________________________________________________________________
 DU0411* NAD 83(1986)-  33 34 40.     (N)    111 13 43.     (W)     SCALED    
 DU0411* NAVD 88     -       777.815  (meters)    2551.88   (feet)  ADJUSTED  
 DU0411  ___________________________________________________________________
 DU0411  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU0411  DYNAMIC HT  -         776.823 (meters)    2548.63  (feet)  COMP
 DU0411  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 DU0411
 DU0411  VERT ORDER  -  FIRST     CLASS II
 DU0411
 DU0411.The horizontal coordinates were scaled from a topographic map and have
 DU0411.an estimated accuracy of +/- 6 seconds.
 DU0411
 DU0411.The orthometric height was determined by differential leveling
 DU0411.and adjusted in June 1991.
 DU0411
 DU0411.The geoid height was determined by GEOID03.
 DU0411
 DU0411.The dynamic height is computed by dividing the NAVD 88
 DU0411.geopotential number by the normal gravity value computed on the
 DU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0411.degrees latitude (g = 980.6199 gals.).
 DU0411
 DU0411.The modeled gravity was interpolated from observed gravity values.
 DU0411
 DU0411;                    North         East    Units  Estimated Accuracy
 DU0411;SPC AZ C     -   286,040.      277,230.      MT  (+/- 180 meters Scaled)
 DU0411
 DU0411                          SUPERSEDED SURVEY CONTROL
 DU0411
 DU0411  NGVD 29 (??/??/92)  777.214  (m)         2549.91   (f) ADJ UNCH    1 2
 DU0411
 DU0411.Superseded values are not recommended for survey control.
 DU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0411.See file dsdata.txt to determine how the superseded data were derived.
 DU0411
 DU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC787153(NAD 83)
 DU0411_MARKER: DR = REFERENCE MARK DISK
 DU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0411_STAMPING: DAVIS NO 2 1946
 DU0411_PROJECTION: FLUSH
 DU0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0411+STABILITY: SURFACE MOTION
 DU0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0411+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0411
 DU0411  HISTORY     - Date     Condition        Report By
 DU0411  HISTORY     - 1946     MONUMENTED       CGS
 DU0411  HISTORY     - 1948     GOOD             NGS
 DU0411  HISTORY     - 1980     GOOD             NGS
 DU0411  HISTORY     - 20060812 GOOD             GEOCAC
 DU0411  HISTORY     - 20080716 GOOD             GEOCAC
 DU0411
 DU0411                          STATION DESCRIPTION
 DU0411
 DU0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0411'12.9 MI SW FROM ROOSEVELT.
 DU0411'12.9 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILES
 DU0411'SOUTHEAST OF MILE POST 231, 285 FEET EAST OF A STEEL TRANSMISSION
 DU0411'TOWER, 56.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21.8
 DU0411'FEET NORTHEAST OF AN OLD ROAD LEADING NORTHWEST, 20.7 FEET WEST OF THE
 DU0411'TRIANGULATION STATION DAVIS, ON A SMALL KNOLL ABOUT 12 FEET ABOVE THE
 DU0411'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DU0411'FOOT ABOVE THE GROUND.
 DU0411
 DU0411                          STATION RECOVERY (1980)
 DU0411
 DU0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0411'17.9 KM (11.15 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0411'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.8 KM (0.5 MI)
 DU0411'SOUTHWEST OF HIGHWAY MILEPOST 230, SET ON TOP OF A KNOLL BETWEEN THE
 DU0411'HIGHWAY AND A POWER LINE TOWER, 17.4 METERS (57.0 FT) NORTHWEST OF THE
 DU0411'CENTERLINE OF THE HIGHWAY, 86.8 METERS (285 FT) EAST OF THE TOWER,
 DU0411'6.7 METERS (22.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING
 DU0411'TO THE TOWER, 6.3 METERS (20.7 FT) WEST-NORTHWEST OF THE TRIANGULATION
 DU0411'STATION.
 DU0411'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 DU0411
 DU0411                          STATION RECOVERY (2006)
 DU0411
 DU0411'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0411'RECOVERED IN GOOD CONDITION.
 DU0411
 DU0411                          STATION RECOVERY (2008)
 DU0411
 DU0411'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1078 ***********************************************************************
 ES1078  DESIGNATION -  DAY
 ES1078  PID         -  ES1078
 ES1078  STATE/COUNTY-  AZ/NAVAJO
 ES1078  USGS QUAD   -  BIG PUG TANK (1990)
 ES1078
 ES1078                         *CURRENT SURVEY CONTROL
 ES1078  ___________________________________________________________________
 ES1078* NAD 83(1992)-  34 29 16.20205(N)    110 15 07.02653(W)     ADJUSTED  
 ES1078* NAVD 88     -      1840.0    (meters)    6037.     (feet)  VERTCON   
 ES1078  ___________________________________________________________________
 ES1078  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ES1078  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES1078  HORZ ORDER  -  THIRD
 ES1078
 ES1078.The horizontal coordinates were established by classical geodetic methods
 ES1078.and adjusted by the National Geodetic Survey in August 1993.
 ES1078
 ES1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1078
 ES1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1078
 ES1078.The geoid height was determined by GEOID03.
 ES1078
 ES1078;                    North         East     Units Scale Factor Converg.
 ES1078;SPC AZ E     -   386,765.594   205,527.058   MT  0.99990076   -0 02 53.8
 ES1078;SPC AZ E     - 1,268,915.99    674,301.37   iFT  0.99990076   -0 02 53.8
 ES1078;UTM  12      - 3,816,502.074   568,683.932   MT  0.99965815   +0 25 24.9
 ES1078
 ES1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1078!SPC AZ E     -   0.99971503  x   0.99990076  =   0.99961581
 ES1078!UTM  12      -   0.99971503  x   0.99965815  =   0.99937327
 ES1078
 ES1078:                Primary Azimuth Mark                     Grid Az
 ES1078:SPC AZ E     -  DAY AZ MK                                108 23 14.9
 ES1078:UTM  12      -  DAY AZ MK                                107 54 56.2
 ES1078
 ES1078|---------------------------------------------------------------------|
 ES1078| PID    Reference Object                     Distance      Geod. Az  |
 ES1078|                                                           dddmmss.s |
 ES1078| CD2792 DAY AZ MK                                          1082021.1 |
 ES1078| CD2793 DAY RM 1                              7.229 METERS 25422     |
 ES1078| CD2794 DAY RM 2                              8.427 METERS 35731     |
 ES1078|---------------------------------------------------------------------|
 ES1078
 ES1078                          SUPERSEDED SURVEY CONTROL
 ES1078
 ES1078  NAD 83(1986)-  34 29 16.19718(N)    110 15 07.03258(W) AD(       ) 3
 ES1078  NAD 27      -  34 29 16.06420(N)    110 15 04.60400(W) AD(       ) 3
 ES1078  NGVD 29 (07/19/86) 1839.1    (m)         6034.     (f) VERT ANG    3  
 ES1078
 ES1078.Superseded values are not recommended for survey control.
 ES1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1078.See file dsdata.txt to determine how the superseded data were derived.
 ES1078
 ES1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6868416502(NAD 83)
 ES1078_MARKER: DS = TRIANGULATION STATION DISK
 ES1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1078
 ES1078  HISTORY     - Date     Condition        Report By
 ES1078  HISTORY     - 1958     MONUMENTED       CGS
 ES1078  HISTORY     - 1960     GOOD             USGS
 ES1078
 ES1078                          STATION DESCRIPTION
 ES1078
 ES1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1078'THE STATION IS LOCATED 10 MILES WEST-SOUTHWEST OF SNOWFLAKE,
 ES1078'9 MILES NORTH-NORTHEAST OF CLAY SPRINGS AND 0.3 MILE NORTH OF THE
 ES1078'SNOWFLAKE-HEBER ROAD ON THE CREST OF A BROAD FLAT RIDGE
 ES1078'WHICH IS PARTIALLY CLEARED OF TREES.  IT IS 96 FEET
 ES1078'EAST-NORTHEAST OF A FENCE LINE AND 5 FEET NORTH OF A WHITE
 ES1078'WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 ES1078'OF THE GROUND AND IS STAMPED DAY 1958.
 ES1078'
 ES1078'REFERENCE MARK NO. 1 IS 72 FEET EAST-NORTHEAST OF A FENCE LINE
 ES1078'AND 23 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ES1078'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DAY NO
 ES1078'1 1958.
 ES1078'
 ES1078'REFERENCE MARK NO. 2 IS 105 FEET EAST-NORTHEAST OF A FENCE
 ES1078'LINE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 ES1078'GROUND AND IS STAMPED DAY NO 2 1958.
 ES1078'
 ES1078'THE AZIMUTH MARK IS 36 FEET NORTH-NORTHWEST OF THE CENTER OF A
 ES1078'GRAVEL ROAD AND 2 FEET WEST-SOUTHWEST OF A WHITE WITNESS POST.
 ES1078'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ES1078'IS STAMPED DAY 1958.
 ES1078'
 ES1078'TO REACH THE STATION FROM THE POST OFFICE IN SNOWFLAKE GO NORTH
 ES1078'ON STATE HIGHWAY 77 FOR 0.35 MILE TO A CROSS ROAD.  TURN LEFT,
 ES1078'WEST ON THE OIL AND GRAVEL ROAD AND GO 5 MILES TO A CATTLE
 ES1078'GUARD.  CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD AND GO
 ES1078'4.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ES1078'FROM THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON THE GRAVEL
 ES1078'ROAD AND GO 0.5 MILE TO A SIDE ROAD LEFT AND A TRACK ROAD
 ES1078'RIGHT, THIS IS JUST BEYOND THE CREST OF THE RIDGE AND JUST
 ES1078'BEFORE REACHING A CATTLE GUARD.  TURN RIGHT ON THE TRACK ROAD
 ES1078'AND FOLLOW ALONG THE FENCE LINE AND GO 0.3 MILE TO THE
 ES1078'HIGHEST PART OF THE RIDGE AND THE STATION AS DESCRIBED.
 ES1078'
 ES1078'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 ES1078
 ES1078                          STATION RECOVERY (1960)
 ES1078
 ES1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0077 ***********************************************************************
 GQ0077  DESIGNATION -  DD 254
 GQ0077  PID         -  GQ0077
 GQ0077  STATE/COUNTY-  AZ/MOHAVE
 GQ0077  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0077
 GQ0077                         *CURRENT SURVEY CONTROL
 GQ0077  ___________________________________________________________________
 GQ0077* NAD 83(1986)-  36 08 15.     (N)    113 59 38.     (W)     SCALED    
 GQ0077* NAVD 88     -       365.774  (meters)    1200.04   (feet)  POSTED    
 GQ0077  ___________________________________________________________________
 GQ0077  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GQ0077  DYNAMIC HT  -         365.410 (meters)    1198.85  (feet)  COMP
 GQ0077  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 GQ0077
 GQ0077  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0077
 GQ0077.The horizontal coordinates were scaled from a topographic map and have
 GQ0077.an estimated accuracy of +/- 6 seconds.
 GQ0077
 GQ0077.The orthometric height was determined by differential leveling
 GQ0077.and adjusted by the  in 1992.
 GQ0077.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0077.rate of 0.0 thru 1.0 mm/km.
 GQ0077
 GQ0077.The geoid height was determined by GEOID03.
 GQ0077
 GQ0077.The dynamic height is computed by dividing the NAVD 88
 GQ0077.geopotential number by the normal gravity value computed on the
 GQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0077.degrees latitude (g = 980.6199 gals.).
 GQ0077
 GQ0077.The modeled gravity was interpolated from observed gravity values.
 GQ0077
 GQ0077;                    North         East    Units  Estimated Accuracy
 GQ0077;SPC AZ W     -   569,820.      191,410.      MT  (+/- 180 meters Scaled)
 GQ0077
 GQ0077                          SUPERSEDED SURVEY CONTROL
 GQ0077
 GQ0077  NGVD 29 (??/??/92)  365.09   (m)         1197.8    (f) COMPUTED    1 1
 GQ0077
 GQ0077.Superseded values are not recommended for survey control.
 GQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0077.See file dsdata.txt to determine how the superseded data were derived.
 GQ0077
 GQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF305033(NAD 83)
 GQ0077_MARKER: DB = BENCH MARK DISK
 GQ0077_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0077_SP_SET: ROCK OUTCROP
 GQ0077_STAMPING: DD 254 1941
 GQ0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0077+STABILITY: POSITION/ELEVATION WELL
 GQ0077
 GQ0077  HISTORY     - Date     Condition        Report By
 GQ0077  HISTORY     - 1941     MONUMENTED       CGS
 GQ0077  HISTORY     - 1950     MARK NOT FOUND   NGS
 GQ0077
 GQ0077                          STATION DESCRIPTION
 GQ0077
 GQ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0077'68.2 MI N FROM HACKBERRY.
 GQ0077'IS 65.8 MILES NORTHERLY ALONG ROADS TO PIERCE FERRY, THENCE DUE NORTH
 GQ0077'2.4 MILE BY STADIA ALONG CONTOURS OF LAKE MEAD.  BENCH MARK IS SET IN
 GQ0077'A SURFACE ROCK OUTCROP, ON NORTH SLOPE OF A 150-YARD BAY.  IT IS ABOUT
 GQ0077'300 YARDS SOUTHWEST OF THE THIRD ISLAND NORTH OF THE GRAND CANYON
 GQ0077'TOURS CABIN CAMP.  BENCH MARK IS ABOUT 40 FEET ABOVE WATER LEVEL. IT
 GQ0077'IS 5.0 FEET SOUTH OF A LARGE ROCK CAIRN.  SET HORIZONTALLY. NOTE-- THE
 GQ0077'WATERS OF LAKE MEAD HAVE BEEN OVER THE LOCATION DESCRIBED AND MARK MAY
 GQ0077'HAVE BEEN BURIED OR WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0509 ***********************************************************************
 DV0509  DESIGNATION -  DD 259
 DV0509  PID         -  DV0509
 DV0509  STATE/COUNTY-  AZ/MARICOPA
 DV0509  USGS QUAD   -  TOLLESON (1982)
 DV0509
 DV0509                         *CURRENT SURVEY CONTROL
 DV0509  ___________________________________________________________________
 DV0509* NAD 83(1986)-  33 25 53.     (N)    112 21 51.     (W)     SCALED    
 DV0509* NAVD 88     -       292.80   (+/-2cm)     960.6    (feet)  VERTCON   
 DV0509  ___________________________________________________________________
 DV0509  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0509
 DV0509.The horizontal coordinates were scaled from a topographic map and have
 DV0509.an estimated accuracy of +/- 6 seconds.
 DV0509
 DV0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0509.The vertical order pertains to the NGVD 29 superseded value.
 DV0509
 DV0509.The geoid height was determined by GEOID03.
 DV0509
 DV0509;                    North         East    Units  Estimated Accuracy
 DV0509;SPC AZ C     -   269,680.      171,750.      MT  (+/- 180 meters Scaled)
 DV0509
 DV0509                          SUPERSEDED SURVEY CONTROL
 DV0509
 DV0509  NGVD 29 (??/??/92)  292.176  (m)          958.58   (f) ADJ UNCH    2 0
 DV0509
 DV0509.Superseded values are not recommended for survey control.
 DV0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0509.See file dsdata.txt to determine how the superseded data were derived.
 DV0509
 DV0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB731999(NAD 83)
 DV0509_MARKER: P = PIPE CAP
 DV0509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0509_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0509_STAMPING: DD 259
 DV0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0509
 DV0509  HISTORY     - Date     Condition        Report By
 DV0509  HISTORY     - UNK      MONUMENTED       CGS
 DV0509  HISTORY     - 1965     GOOD             NGS
 DV0509
 DV0509                          STATION DESCRIPTION
 DV0509
 DV0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DV0509'0.5 MI NW FROM LITCHFIELD PARK NAF.
 DV0509'0.3 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE TO THE
 DV0509'LITCHFIELD PARK U.S. NAVAL AIR FACILITY, THENCE 0.2 MILE NORTHEAST
 DV0509'ALONG THE SOUTHEAST EDGE OF A CONCRETE APRON, 74.2 FEET NORTH OF THE
 DV0509'NORTH CORNER OF A SECURITY FENCE, 24.6 FEET NORTH OF THE SOUTH EDGE OF
 DV0509'AN ASPHALT APRON.  A 2-INCH STEEL PIPE WITH A SOLID STEEL CAP IN THE
 DV0509'TOP THAT IS SET FLUSH WITH THE SURFACE OF THE ASPHALT AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0597 ***********************************************************************
 FP0597  DESIGNATION -  DEAD
 FP0597  PID         -  FP0597
 FP0597  STATE/COUNTY-  AZ/APACHE
 FP0597  USGS QUAD   -  NORTH MILL WELL (1972)
 FP0597
 FP0597                         *CURRENT SURVEY CONTROL
 FP0597  ___________________________________________________________________
 FP0597* NAD 83(1992)-  35 08 29.51289(N)    109 39 29.12385(W)     ADJUSTED  
 FP0597* NAVD 88     -      1769.     (meters)    5804.     (feet)  SCALED    
 FP0597  ___________________________________________________________________
 FP0597  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 FP0597  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FP0597  HORZ ORDER  -  SECOND
 FP0597
 FP0597.The horizontal coordinates were established by classical geodetic methods
 FP0597.and adjusted by the National Geodetic Survey in August 1993.
 FP0597
 FP0597.The orthometric height was scaled from a topographic map.
 FP0597
 FP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0597
 FP0597.The geoid height was determined by GEOID03.
 FP0597
 FP0597;                    North         East     Units Scale Factor Converg.
 FP0597;SPC AZ E     -   459,392.788   259,702.527   MT  0.99992646   +0 17 33.9
 FP0597;SPC AZ E     - 1,507,194.19    852,042.41   iFT  0.99992646   +0 17 33.9
 FP0597;UTM  12      - 3,889,562.609   622,244.097   MT  0.99978417   +0 46 21.0
 FP0597
 FP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0597!SPC AZ E     -   0.99972608  x   0.99992646  =   0.99965256
 FP0597!UTM  12      -   0.99972608  x   0.99978417  =   0.99951031
 FP0597
 FP0597|---------------------------------------------------------------------|
 FP0597| PID    Reference Object                     Distance      Geod. Az  |
 FP0597|                                                           dddmmss.s |
 FP0597| CD3341 DEAD RM 1                            27.063 METERS 01058     |
 FP0597| CD3342 DEAD RM 2                            16.798 METERS 09454     |
 FP0597| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.17.3 KM 1354555.6 |
 FP0597| CD3340 DEAD AZ MK                                         2651915.1 |
 FP0597|---------------------------------------------------------------------|
 FP0597
 FP0597                          SUPERSEDED SURVEY CONTROL
 FP0597
 FP0597  NAD 83(1986)-  35 08 29.50777(N)    109 39 29.12567(W) AD(       ) 2
 FP0597  NAD 27      -  35 08 29.42600(N)    109 39 26.71100(W) AD(       ) 2
 FP0597
 FP0597.Superseded values are not recommended for survey control.
 FP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0597.See file dsdata.txt to determine how the superseded data were derived.
 FP0597
 FP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2224489563(NAD 83)
 FP0597_MARKER: DS = TRIANGULATION STATION DISK
 FP0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0597
 FP0597  HISTORY     - Date     Condition        Report By
 FP0597  HISTORY     - 1936     MONUMENTED       CGS
 FP0597
 FP0597                          STATION DESCRIPTION
 FP0597
 FP0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0597'ABOUT 8 MILES EAST-NORTHEAST OF PAINTED DESERT PARK, 7 MILES
 FP0597'WEST-NORTHWEST OF NAVAJO, 2-1/2 MILES NORTH OF U.S. HIGHWAY 66,
 FP0597'ON THE ROLLING SANDY PLAIN ALONG THE SOUTH SIDE OF THE DEAD
 FP0597'RIVER VALLEY, ABOUT 1/2 MILE EAST OF TRACK ROAD, 150 YARDS
 FP0597'SOUTH OF THE RIM OF THE VALLEY, ON THE HIGH POINT OF THE
 FP0597'LOCAL RIDGE.
 FP0597'
 FP0597'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION.
 FP0597'
 FP0597'REFERENCE MARK NO. 2 IS EAST BY SOUTH OF THE STATION.
 FP0597'
 FP0597'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST BY SOUTH OF
 FP0597'THE STATION, ON THE TRACK ROAD, 35 YARDS SOUTH OF THE POINT
 FP0597'WHERE THE ROAD DROPS ABRUPTLY INTO THE DEAD RIVER VALLEY,
 FP0597'15 FEET EAST OF THE CENTER OF THE ROAD.
 FP0597'
 FP0597'TO REACH THE STATION FROM NAVAJO, GO WEST ON U.S. HIGHWAY
 FP0597'66 FOR 7.4 MILES AND TURN RIGHT (NORTH) THROUGH WIRE GATE ON
 FP0597'TRACK ROAD (THIS POINT IS 6.8 MILES EAST OF PAINTED DESERT
 FP0597'PARK).  THENCE NORTH FOR 2.3 MILES TO THE AZIMUTH MARK ON THE
 FP0597'RIGHT, TURN RIGHT AND GO NORTHEAST ACROSS COUNTRY, PARALLEL
 FP0597'TO THE VALLEY RIM, TOWARDS A CLUMP OF FIVE SMALL PINONS FOR 0.5
 FP0597'MILE TO CREST OF CROSS RIDGE, THENCE SOUTH ALONG THE RIDGE LINE
 FP0597'FOR 100 YARDS TO STATION.
 FP0597'
 FP0597'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FP0597'DISKS SET IN SQUARE CONCRETE MONUMENTS.
 FP0597'
 FP0597'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2146 ***********************************************************************
 DV2146  DESIGNATION -  DEAD
 DV2146  PID         -  DV2146
 DV2146  STATE/COUNTY-  AZ/MARICOPA
 DV2146  USGS QUAD   -  BUCKEYE NW (1982)
 DV2146
 DV2146                         *CURRENT SURVEY CONTROL
 DV2146  ___________________________________________________________________
 DV2146* NAD 83(1992)-  33 25 59.52280(N)    112 37 43.35962(W)     ADJUSTED  
 DV2146* NAVD 88     -       433.1    (meters)    1421.     (feet)  VERTCON   
 DV2146  ___________________________________________________________________
 DV2146  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DV2146  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV2146  HORZ ORDER  -  SECOND
 DV2146
 DV2146.The horizontal coordinates were established by classical geodetic methods
 DV2146.and adjusted by the National Geodetic Survey in August 1993.
 DV2146
 DV2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2146
 DV2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2146
 DV2146.The geoid height was determined by GEOID03.
 DV2146
 DV2146;                    North         East     Units Scale Factor Converg.
 DV2146;SPC AZ C     -   270,018.988   147,150.201   MT  0.99995403   -0 23 32.4
 DV2146;SPC AZ C     -   885,889.07    482,776.25   iFT  0.99995403   -0 23 32.4
 DV2146;UTM  12      - 3,700,499.156   348,592.398   MT  0.99988263   -0 53 51.1
 DV2146
 DV2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2146!SPC AZ C     -   0.99993680  x   0.99995403  =   0.99989083
 DV2146!UTM  12      -   0.99993680  x   0.99988263  =   0.99981943
 DV2146
 DV2146|---------------------------------------------------------------------|
 DV2146| PID    Reference Object                     Distance      Geod. Az  |
 DV2146|                                                           dddmmss.s |
 DV2146| CH5062 DEAD RM 2                             5.520 METERS 00457     |
 DV2146| DV0903 DEAD AZ MK                                         1385751.1 |
 DV2146| DV2134 BUCKEYE WATER TANK                  APPROX. 7.2 KM 1442706.9 |
 DV2146| CH5061 DEAD RM 1                             5.911 METERS 33807     |
 DV2146|---------------------------------------------------------------------|
 DV2146
 DV2146                          SUPERSEDED SURVEY CONTROL
 DV2146
 DV2146  NAD 83(1986)-  33 25 59.51681(N)    112 37 43.36463(W) AD(       ) 2
 DV2146  NAD 27      -  33 25 59.37310(N)    112 37 40.76200(W) AD(       ) 2
 DV2146  NGVD 29 (07/19/86)  432.5    (m)         1419.     (f) VERT ANG    3  
 DV2146
 DV2146.Superseded values are not recommended for survey control.
 DV2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2146.See file dsdata.txt to determine how the superseded data were derived.
 DV2146
 DV2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4859200499(NAD 83)
 DV2146_MARKER: DS = TRIANGULATION STATION DISK
 DV2146_SETTING: 66 = SET IN ROCK OUTCROP
 DV2146
 DV2146  HISTORY     - Date     Condition        Report By
 DV2146  HISTORY     - 1962     MONUMENTED       CGS
 DV2146  HISTORY     - 20000622 MARK NOT FOUND   AZDT
 DV2146
 DV2146                          STATION DESCRIPTION
 DV2146
 DV2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2146'STATION IS LOCATED ABOUT 32 MILES WEST OF PHOENIX, ABOUT 5
 DV2146'MILES NORTH-NORTHWEST OF BUCKEYE AND ABOUT 2 MILES SOUTHWEST
 DV2146'OF THE LOS ANGELES, PHOENIX AIRWAY BEACON.
 DV2146'
 DV2146'TO REACH FROM THE VALLEY NATIONAL BANK IN BUCKEYE, GO WEST
 DV2146'ON U.S. HIGHWAY 80 FOR 2.0 MILES TO WHERE U.S. HIGHWAY 80
 DV2146'TURNS LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILES TO CROSSROAD,
 DV2146'TURN RIGHT AND GO NORTH ON SURFACED ROAD FOR 0.5 MILE TO
 DV2146'CROSSROAD, MAKE SLIGHT JOG THENCE CONTINUE NORTH ON MAIN BLADED
 DV2146'ROAD FOR 1.0 MILE TO CROSSROAD, CONTINUE NORTH ON MAIN BLADED
 DV2146'ROAD FOR 1.25 MILES TO WHERE ROAD CROSSES CANAL, CONTINUE NORTH
 DV2146'ON BLADED ROAD KEEPING STRAIGHT AHEAD AT ALL SIDE ROADS
 DV2146'FOR 1.4 MILES TO A ROAD FORK AND THE AZIMUTH MARK ON LEFT
 DV2146'AS DESCRIBED, KEEP RIGHT AND GO EASTERLY FOR 0.15 MILE TO
 DV2146'ANOTHER FORK, KEEP LEFT AND GO NORTHWEST THEN WESTERLY
 DV2146'FOLLOWING TRACK ROAD FOR 0.25 MILES TO END OF TRUCK TRAVEL.
 DV2146'FROM HERE PACK WEST UP TRAIL TO HIGHEST PART OF HILL AND
 DV2146'STATION.  (THIS IS ABOUT A 15 MINUTE PACK.)
 DV2146'
 DV2146'STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED DEAD
 DV2146'1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV2146'IS ABOUT 1 FOOT ABOVE THE GROUND.  THE MARK IS ON THE SOUTH
 DV2146'SIDE OF THE HIGHEST PART OF HILL.
 DV2146'
 DV2146'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED DEAD
 DV2146'NO 1 1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2146'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DV2146'
 DV2146'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED DEAD
 DV2146'NO 2 1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2146'AND IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE STATION.
 DV2146'
 DV2146'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED DEAD 1962, IS
 DV2146'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 DV2146'ABOUT 5 FEET ABOVE THE SURROUNDING AREA.  THE MARK IS 100
 DV2146'FEET WEST OF THE CENTER OF ROAD AND 4 FEET WEST OF THE WITNESS
 DV2146'POST.
 DV2146'
 DV2146'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2146
 DV2146                          STATION RECOVERY (2000)
 DV2146
 DV2146'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2146'A THOROUGH SEARCH WAS ACCOMPLISHED BY A LOCAL SURVEYOR, R.J..FISH
 DV2146'RLS12317. APPARENTLY ALL MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0903 ***********************************************************************
 DV0903  DESIGNATION -  DEAD AZ MK
 DV0903  PID         -  DV0903
 DV0903  STATE/COUNTY-  AZ/MARICOPA
 DV0903  USGS QUAD   -  BUCKEYE NW (1982)
 DV0903
 DV0903                         *CURRENT SURVEY CONTROL
 DV0903  ___________________________________________________________________
 DV0903* NAD 83(1986)-  33 25 51.     (N)    112 37 33.     (W)     SCALED    
 DV0903* NAVD 88     -       333.42   (+/-2cm)    1093.9    (feet)  VERTCON   
 DV0903  ___________________________________________________________________
 DV0903  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0903
 DV0903.The horizontal coordinates were scaled from a topographic map and have
 DV0903.an estimated accuracy of +/- 6 seconds.
 DV0903
 DV0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0903.The vertical order pertains to the NGVD 29 superseded value.
 DV0903
 DV0903.The geoid height was determined by GEOID03.
 DV0903
 DV0903;                    North         East    Units  Estimated Accuracy
 DV0903;SPC AZ C     -   269,760.      147,420.      MT  (+/- 180 meters Scaled)
 DV0903
 DV0903                          SUPERSEDED SURVEY CONTROL
 DV0903
 DV0903  NGVD 29 (??/??/92)  332.780  (m)         1091.80   (f) ADJ UNCH    2 0
 DV0903
 DV0903.Superseded values are not recommended for survey control.
 DV0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0903.See file dsdata.txt to determine how the superseded data were derived.
 DV0903
 DV0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC488002(NAD 83)
 DV0903_MARKER: DZ = AZIMUTH MARK DISK
 DV0903_SETTING: 66 = SET IN ROCK OUTCROP
 DV0903_SP_SET: LARGE ROCK
 DV0903_STAMPING: DEAD 1962
 DV0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0903+STABILITY: POSITION/ELEVATION WELL
 DV0903
 DV0903  HISTORY     - Date     Condition        Report By
 DV0903  HISTORY     - 1962     MONUMENTED       CGS
 DV0903
 DV0903                          STATION DESCRIPTION
 DV0903
 DV0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0903'6.5 MI NW FROM BUCKEYE.
 DV0903'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0903'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0903'WEST ALONG WEST BROADWAY, THENCE 1.8 MILE NORTH ALONG A GRAVEL ROAD,
 DV0903'SET IN TOP OF A LARGE ROCK ON A SMALL ROCKY KNOLL WEST OF THE ROAD,
 DV0903'114 FEET WEST OF THE CENTER OF THE ROAD, 3.0 FEET WEST-NORTHWEST OF A
 DV0903'METAL WITNESS POST, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0994 ***********************************************************************
 ES0994  DESIGNATION -  DEADMAN
 ES0994  PID         -  ES0994
 ES0994  STATE/COUNTY-  AZ/YAVAPAI
 ES0994  USGS QUAD   -  CHALK MOUNTAIN (1967)
 ES0994
 ES0994                         *CURRENT SURVEY CONTROL
 ES0994  ___________________________________________________________________
 ES0994* NAD 83(1992)-  34 00 00.29592(N)    111 41 24.05362(W)     ADJUSTED  
 ES0994* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 ES0994  ___________________________________________________________________
 ES0994  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 ES0994  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 ES0994  HORZ ORDER  -  SECOND
 ES0994
 ES0994.The horizontal coordinates were established by classical geodetic methods
 ES0994.and adjusted by the National Geodetic Survey in August 1993.
 ES0994
 ES0994.The orthometric height was scaled from a topographic map.
 ES0994
 ES0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0994
 ES0994.The geoid height was determined by GEOID03.
 ES0994
 ES0994;                    North         East     Units Scale Factor Converg.
 ES0994;SPC AZ C     -   332,686.124   234,297.082   MT  0.99990540   +0 07 36.3
 ES0994;SPC AZ C     - 1,091,489.91    768,691.21   iFT  0.99990540   +0 07 36.3
 ES0994;UTM  12      - 3,762,379.662   436,278.100   MT  0.99965005   -0 23 09.1
 ES0994
 ES0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0994!SPC AZ C     -   0.99988937  x   0.99990540  =   0.99979478
 ES0994!UTM  12      -   0.99988937  x   0.99965005  =   0.99953946
 ES0994
 ES0994                          SUPERSEDED SURVEY CONTROL
 ES0994
 ES0994  NAD 83(1986)-  34 00 00.28821(N)    111 41 24.06108(W) AD(       ) 2
 ES0994  NAD 27      -  34 00 00.14800(N)    111 41 21.55000(W) AD(       ) 2
 ES0994
 ES0994.Superseded values are not recommended for survey control.
 ES0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0994.See file dsdata.txt to determine how the superseded data were derived.
 ES0994
 ES0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3627862380(NAD 83)
 ES0994_MARKER: DS = TRIANGULATION STATION DISK
 ES0994_SETTING: 80 = SET IN A BOULDER
 ES0994_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0994+STABILITY: SURFACE MOTION
 ES0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0994+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2008
 ES0994
 ES0994  HISTORY     - Date     Condition        Report By
 ES0994  HISTORY     - 1924     MONUMENTED       CGS
 ES0994  HISTORY     - 20080806 GOOD             GEOCAC
 ES0994
 ES0994                          STATION DESCRIPTION
 ES0994
 ES0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0994'ABOUT 38 MILES NORTH AND 25 MILES EAST OF PHOENIX, 3 MILES NORTH
 ES0994'OF EAST OF THE SEARS K RANCH ON THE VERDE RIVER, AND 2 MILES
 ES0994'EAST OF THE OK RANCH, ON THE NORTHWESTERLY EDGE OF A LOW BENCH,
 ES0994'THE SECOND ABOVE THE VERDE RIVER AND THE FIRST SOUTH OF DEADMAN
 ES0994'WASH.  STATION IS ABOUT 2 MILES EAST OF THE VERDE RIVER AND
 ES0994'ONE-HALF MILE SOUTH OF DEADMAN.  SOME PALOVERDE TREES WERE
 ES0994'CUT JUST NORTH OF THE STATION.  MARKED BY A STANDARD BRONZE
 ES0994'DISK.
 ES0994
 ES0994                          STATION RECOVERY (2008)
 ES0994
 ES0994'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1569 ***********************************************************************
 DA1569  DESIGNATION -  DEADMAN
 DA1569  PID         -  DA1569
 DA1569  STATE/COUNTY-  AZ/MARICOPA
 DA1569  USGS QUAD   -  MIDWAY SW (1986)
 DA1569
 DA1569                         *CURRENT SURVEY CONTROL
 DA1569  ___________________________________________________________________
 DA1569* NAD 83(1992)-  32 33 02.14096(N)    112 52 46.55701(W)     ADJUSTED  
 DA1569* NAVD 88     -       397.20   (+/-2cm)    1303.1    (feet)  VERTCON   
 DA1569  ___________________________________________________________________
 DA1569  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DA1569  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA1569  HORZ ORDER  -  SECOND
 DA1569  VERT ORDER  -  THIRD ? (See Below)
 DA1569
 DA1569.The horizontal coordinates were established by classical geodetic methods
 DA1569.and adjusted by the National Geodetic Survey in August 1993.
 DA1569
 DA1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1569.The vertical order pertains to the NGVD 29 superseded value.
 DA1569
 DA1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1569
 DA1569.The geoid height was determined by GEOID03.
 DA1569
 DA1569;                    North         East     Units Scale Factor Converg.
 DA1569;SPC AZ C     -   172,326.176   122,924.661   MT  1.00000082   -0 31 05.3
 DA1569;SPC AZ C     -   565,374.59    403,296.13   iFT  1.00000082   -0 31 05.3
 DA1569;UTM  12      - 3,603,025.479   323,517.508   MT  0.99998408   -1 00 41.6
 DA1569
 DA1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1569!SPC AZ C     -   0.99994259  x   1.00000082  =   0.99994341
 DA1569!UTM  12      -   0.99994259  x   0.99998408  =   0.99992667
 DA1569
 DA1569|---------------------------------------------------------------------|
 DA1569| PID    Reference Object                     Distance      Geod. Az  |
 DA1569|                                                           dddmmss.s |
 DA1569| CH5063 DEADMAN RM 1                         15.931 METERS 02816     |
 DA1569| CH5064 DEADMAN RM 2                         11.174 METERS 17700     |
 DA1569| DA1570 DEADMAN RM 3                        APPROX. 1.2 KM 1822957.3 |
 DA1569|---------------------------------------------------------------------|
 DA1569
 DA1569                          SUPERSEDED SURVEY CONTROL
 DA1569
 DA1569  NAD 83(1986)-  32 33 02.13550(N)    112 52 46.56433(W) AD(       ) 2
 DA1569  NAD 27      -  32 33 01.93729(N)    112 52 43.98974(W) AD(       ) 2
 DA1569  NGVD 29 (07/19/86)  396.55   (m)         1301.0    (f) LEVELING    3  
 DA1569
 DA1569.Superseded values are not recommended for survey control.
 DA1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1569.See file dsdata.txt to determine how the superseded data were derived.
 DA1569
 DA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2351803025(NAD 83)
 DA1569_MARKER: DD = SURVEY DISK
 DA1569_SETTING: 0 = UNSPECIFIED SETTING
 DA1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1569+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1569
 DA1569  HISTORY     - Date     Condition        Report By
 DA1569  HISTORY     - 1975     MONUMENTED       AZDT
 DA1569  HISTORY     - 19970216 GOOD             USPSQD
 DA1569  HISTORY     - 20060220 GOOD             USPSQD
 DA1569  HISTORY     - 20070603 GOOD             GEOCAC
 DA1569
 DA1569                          STATION DESCRIPTION
 DA1569
 DA1569'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1569'THE STATION IS LOCATED ABOUT 28.9 MILES WEST SOUTHWEST OF
 DA1569'GILA BEND AND 12.2 MILES WEST NORTHWEST OF AJO ALONG THE EAST
 DA1569'RIGHT-OF-WAY OF STATE HWY. 85.  THE STATION IS ON A ROCKY RIDGE
 DA1569'WHICH IS PART OF THE CREATER MOUNTAIN RANGE.
 DA1569'
 DA1569'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED DEADMAN P
 DA1569'AND M GS 1975 SET IN A 10 INCH CONCRETE MONUMENT.  THE STATION IS
 DA1569'96 FEET EAST OF CENTERLINE OF STATE HWY. 85 ON THE WEST SLOPE
 DA1569'OF A ROCKY RIDGE, ABOUT 30 FEET ABOVE THE HWY. AND 4.7 FEET
 DA1569'WEST OF A WITNESS POST.
 DA1569'
 DA1569'THE UNDERGROUND MARK IS A ADOT HIGHWAY DIVISION DISK EPOXIED
 DA1569'IN A DRILL HOLE IN BEDROCK AND IS 15 INCHES BELOW THE SURFACE
 DA1569'MARK.
 DA1569'
 DA1569'REFERENCE MARK 1 IS A A.H.D. BRASSCAP STAMPED RM 1 AND IS
 DA1569'EPOXIED TO A ROCK OUTCROP.
 DA1569'
 DA1569'REFERENCE MARK 2 IS A A.H.D. BRASSCAP STAMPED RM 2 AND IS
 DA1569'EPOXIED TO A ROCK OUTCROP.
 DA1569'
 DA1569'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN GILA
 DA1569'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO - STATE
 DA1569'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1569'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILE POST 29.40 TO
 DA1569'STATION ON EAST SIDE OF HWY. MARKED BY A WITNESS POST.
 DA1569'
 DA1569'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1569
 DA1569                          STATION RECOVERY (1997)
 DA1569
 DA1569'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1569'RECOVERED IN GOOD CONDITION.
 DA1569
 DA1569                          STATION RECOVERY (2006)
 DA1569
 DA1569'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1569'RECOVERED AS DESCRIBED.
 DA1569
 DA1569                          STATION RECOVERY (2007)
 DA1569
 DA1569'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0556 ***********************************************************************
 FQ0556  DESIGNATION -  DEADMAN
 FQ0556  PID         -  FQ0556
 FQ0556  STATE/COUNTY-  AZ/COCONINO
 FQ0556  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0556
 FQ0556                         *CURRENT SURVEY CONTROL
 FQ0556  ___________________________________________________________________
 FQ0556* NAD 83(1992)-  35 26 10.97469(N)    111 37 15.34865(W)     ADJUSTED  
 FQ0556* NAVD 88     -      2178.1    (meters)    7146.     (feet)  VERTCON   
 FQ0556  ___________________________________________________________________
 FQ0556  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 FQ0556  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FQ0556  HORZ ORDER  -  THIRD
 FQ0556
 FQ0556.The horizontal coordinates were established by classical geodetic methods
 FQ0556.and adjusted by the National Geodetic Survey in August 1993.
 FQ0556
 FQ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0556
 FQ0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0556
 FQ0556.The geoid height was determined by GEOID03.
 FQ0556
 FQ0556;                    North         East     Units Scale Factor Converg.
 FQ0556;SPC AZ C     -   492,023.753   240,210.485   MT  0.99990888   +0 10 17.3
 FQ0556;SPC AZ C     - 1,614,251.16    788,092.14   iFT  0.99990888   +0 10 17.3
 FQ0556;UTM  12      - 3,921,614.967   443,641.185   MT  0.99963914   -0 21 36.1
 FQ0556
 FQ0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0556!SPC AZ C     -   0.99966183  x   0.99990888  =   0.99957074
 FQ0556!UTM  12      -   0.99966183  x   0.99963914  =   0.99930109
 FQ0556
 FQ0556:                Primary Azimuth Mark                     Grid Az
 FQ0556:SPC AZ C     -  FRISCO                                   207 15 10.5
 FQ0556:UTM  12      -  FRISCO                                   207 47 03.9
 FQ0556
 FQ0556|---------------------------------------------------------------------|
 FQ0556| PID    Reference Object                     Distance      Geod. Az  |
 FQ0556|                                                           dddmmss.s |
 FQ0556| FQ0624 FRISCO                              APPROX.11.3 KM 2072527.8 |
 FQ0556|---------------------------------------------------------------------|
 FQ0556
 FQ0556                          SUPERSEDED SURVEY CONTROL
 FQ0556
 FQ0556  NAD 83(1986)-  35 26 10.97266(N)    111 37 15.34949(W) AD(       ) 3
 FQ0556  NGVD 29 (05/08/89) 2177.1    (m)         7143.     (f) VERT ANG    3  
 FQ0556
 FQ0556.Superseded values are not recommended for survey control.
 FQ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0556.See file dsdata.txt to determine how the superseded data were derived.
 FQ0556
 FQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4364121615(NAD 83)
 FQ0556_MARKER: DD = SURVEY DISK
 FQ0556_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0556_SP_SET: SET IN ROCK OUTCROP
 FQ0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0556+STABILITY: POSITION/ELEVATION WELL
 FQ0556
 FQ0556  HISTORY     - Date     Condition        Report By
 FQ0556  HISTORY     - 1965     MONUMENTED       USGS
 FQ0556
 FQ0556                          STATION DESCRIPTION
 FQ0556
 FQ0556'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0556'LOCATED ABOUT 16.5 MI N. OF FLAGSTAFF, ABOUT 8.5 MI NW. OF SUNSET
 FQ0556'CRATER, 7 MI NE. OF HUMPHREYS PEAK.  ON TOP KNOWN LOCALLY AS
 FQ0556'DEADMAN LOOKOUT.
 FQ0556'
 FQ0556'TO REACH FROM FLAGSTAFF AT JCT. OF U.S. HWY. 66 AND STATE HWY.
 FQ0556'89, DRIVE 16.5 MI N. ON HWY. 89 TO T-RD. W. AND SIGN (DEADMAN LO
 FQ0556'- 6 KENDRICK PARK - 15).  TURN LEFT AND FOLLOW MAIN-TRAVELED RD.,
 FQ0556'FOREST SERVICE RD. 514 1.2 MI W. TO Y-RD. JCT. 514 AND 417,
 FQ0556'CONTINUE LEFT ON 514 1.6 MI TO Y-RD. JCT. 514 AND 418 AND SIGN
 FQ0556'(DEADMAN LO - 3 REESE SPRINGS - 7 PAT SPRING 8).  TURN LEFT ON 418
 FQ0556'AND FOLLOW MAIN-TRAVELED RD. 2 MI TO T-RD. W.  TURN RIGHT AND
 FQ0556'FOLLOW MAIN-TRAVELED RD. 1 MI TO LOT AND STATION.
 FQ0556'
 FQ0556'STATION MARK--STANDARD TABLET STAMPED---DEADMAN 1965---, SET IN
 FQ0556'ROCK OUTCROP.
 FQ0556'
 FQ0556'RM 1--STANDARD TABLET STAMPED---RM 1 1965---, SET IN CONCRETE LOT
 FQ0556'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5010 ***********************************************************************
 DG5010  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5010  DESIGNATION -  DEADMAN
 DG5010  PID         -  DG5010
 DG5010  STATE/COUNTY-  AZ/GILA
 DG5010  USGS QUAD   -  STRAWBERRY (1967)
 DG5010
 DG5010                         *CURRENT SURVEY CONTROL
 DG5010  ___________________________________________________________________
 DG5010* NAD 83(2007)-  34 24 29.60177(N)    111 34 20.21566(W)     ADJUSTED  
 DG5010* NAVD 88     -      1739.42   (meters)    5706.7    (feet)  GPS OBS   
 DG5010  ___________________________________________________________________
 DG5010  EPOCH DATE  -        2007.00
 DG5010  X           -  -1,937,357.962 (meters)                     COMP
 DG5010  Y           -  -4,900,132.154 (meters)                     COMP
 DG5010  Z           -   3,584,865.571 (meters)                     COMP
 DG5010  LAPLACE CORR-           8.99  (seconds)                    DEFLEC99
 DG5010  ELLIP HEIGHT-        1714.078 (meters)          (02/10/07) ADJUSTED
 DG5010  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 DG5010
 DG5010  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5010  Type    PID    Designation                      North   East  Ellip
 DG5010  -------------------------------------------------------------------
 DG5010  NETWORK DG5010 DEADMAN                           0.78   0.63   1.69
 DG5010  -------------------------------------------------------------------
 DG5010
 DG5010.The horizontal coordinates were established by GPS observations
 DG5010.and adjusted by the National Geodetic Survey in February 2007.
 DG5010
 DG5010.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5010.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5010.The horizontal coordinates are valid at the epoch date displayed above.
 DG5010.The epoch date for horizontal control is a decimal equivalence
 DG5010.of Year/Month/Day.
 DG5010
 DG5010.The orthometric height was determined by GPS observations and a
 DG5010.high-resolution geoid model.
 DG5010.The orthometric height was determined by GPS observations and a
 DG5010.high-resolution geoid model using precise GPS observation and
 DG5010.processing techniques.
 DG5010
 DG5010.Photographs are available for this station.
 DG5010
 DG5010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5010
 DG5010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5010
 DG5010.The ellipsoidal height was determined by GPS observations
 DG5010.and is referenced to NAD 83.
 DG5010
 DG5010.The geoid height was determined by GEOID03.
 DG5010
 DG5010;                    North         East     Units Scale Factor Converg.
 DG5010;SPC AZ E     -   378,827.697    84,135.199   MT  1.00010577   -0 47 39.8
 DG5010;SPC AZ E     - 1,242,873.02    276,034.12   iFT  1.00010577   -0 47 39.8
 DG5010;UTM  12      - 3,807,568.841   447,404.817   MT  0.99963410   -0 19 24.2
 DG5010
 DG5010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5010!SPC AZ E     -   0.99973100  x   1.00010577  =   0.99983674
 DG5010!UTM  12      -   0.99973100  x   0.99963410  =   0.99936520
 DG5010
 DG5010                          SUPERSEDED SURVEY CONTROL
 DG5010
 DG5010  NAD 83(1992)-  34 24 29.60137(N)    111 34 20.21520(W) AD(       ) A
 DG5010  ELLIP H (03/01/04) 1714.090  (m)                       GP(       ) 4 1
 DG5010
 DG5010.Superseded values are not recommended for survey control.
 DG5010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5010.See file dsdata.txt to determine how the superseded data were derived.
 DG5010
 DG5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4740507569(NAD 83)
 DG5010_MARKER: DD = SURVEY DISK
 DG5010_SETTING: 66 = SET IN ROCK OUTCROP
 DG5010_STAMPING: DEADMAN 2003 RLS 14169
 DG5010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5010+STABILITY: POSITION/ELEVATION WELL
 DG5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5010+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 DG5010
 DG5010  HISTORY     - Date     Condition        Report By
 DG5010  HISTORY     - 20030604 MONUMENTED       AZ-007
 DG5010  HISTORY     - 20080712 GOOD             GEOCAC
 DG5010
 DG5010                          STATION DESCRIPTION
 DG5010
 DG5010'DESCRIBED BY GILA COUNTY ARIZONA 2003
 DG5010'STATION DESCRIPTION  (2003)
 DG5010' 
 DG5010'DESCRIPTION BY GILA COUNTY SURVEYORS.
 DG5010' 
 DG5010'FROM THE INTERSECTION OF SR-87 AND FOSSIL CREEK ROAD IN STRAWBERRY,
 DG5010'TRAVEL 4.7 MILES WEST TO THE FOSSIL CREEK TRAILHEAD TURNOFF.  TRAVEL
 DG5010'WEST, PAST THE PARKING LOT A DISTANCE OF 0.34 MILES TO A SMALL DIRT
 DG5010'ROAD ON THE LEFT, (SOUTH) DRIVE TO THE END.  THE MONUMENT IS TO THE
 DG5010'RIGHT (WEST) IMBEDDED IN THE ROCK.
 DG5010' 
 DG5010'
 DG5010
 DG5010                          STATION RECOVERY (2008)
 DG5010
 DG5010'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DG5010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0611 ***********************************************************************
 FQ0611  DESIGNATION -  DEADMAN LOOKOUT TOWER
 FQ0611  PID         -  FQ0611
 FQ0611  STATE/COUNTY-  AZ/COCONINO
 FQ0611  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0611
 FQ0611                         *CURRENT SURVEY CONTROL
 FQ0611  ___________________________________________________________________
 FQ0611* NAD 83(1992)-  35 26 10.62398(N)    111 37 15.06330(W)     ADJUSTED  
 FQ0611* NAVD 88     -              **(meters)            **(feet)            
 FQ0611  ___________________________________________________________________
 FQ0611  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 FQ0611  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FQ0611  HORZ ORDER  -  THIRD
 FQ0611
 FQ0611.The horizontal coordinates were established by classical geodetic methods
 FQ0611.and adjusted by the National Geodetic Survey in August 1993.
 FQ0611
 FQ0611
 FQ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0611
 FQ0611.The geoid height was determined by GEOID03.
 FQ0611
 FQ0611;                    North         East     Units Scale Factor Converg.
 FQ0611;SPC AZ C     -   492,012.967   240,217.714   MT  0.99990889   +0 10 17.5
 FQ0611;SPC AZ C     - 1,614,215.77    788,115.86   iFT  0.99990889   +0 10 17.5
 FQ0611;UTM  12      - 3,921,604.118   443,648.311   MT  0.99963913   -0 21 35.9
 FQ0611
 FQ0611                          SUPERSEDED SURVEY CONTROL
 FQ0611
 FQ0611  NAD 83(1986)-  35 26 10.60582(N)    111 37 15.07526(W) AD(       ) 4
 FQ0611  NAD 27      -  35 26 10.53034(N)    111 37 12.54699(W) AD(       ) 3
 FQ0611
 FQ0611.Superseded values are not recommended for survey control.
 FQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0611.See file dsdata.txt to determine how the superseded data were derived.
 FQ0611
 FQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4364821604(NAD 83)
 FQ0611_MARKER: 57 = LOOKOUT TOWER
 FQ0611
 FQ0611  HISTORY     - Date     Condition        Report By
 FQ0611  HISTORY     - 1936     FIRST OBSERVED   CGS
 FQ0611  HISTORY     - 1955     GOOD             CGS
 FQ0611
 FQ0611                          STATION DESCRIPTION
 FQ0611
 FQ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0611'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 FQ0611'ABOUT 23 MI. NE OF FLAGSTAFF.
 FQ0611'
 FQ0611'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FQ0611'66 AND 89 E OF FLAGSTAFF, GO N ON U.S. HIGHWAY 89 FOR 16.5 MI.
 FQ0611'TO A CINDER ROAD AND SIGN DEADMAN LOOKOUT 6.  TURN LEFT ON
 FQ0611'THE CINDER ROAD AND FOLLOW SIGNS FOR 6 MI. TO THE TOP OF A
 FQ0611'LOW RIDGE AND THE STATION.  THIS IS A DRIVE STATION.
 FQ0611'
 FQ0611'THE STATION IS THE CUPOLA ON A SMALL WHITE BUILDING ABOUT
 FQ0611'12 FT. SQUARE.  THE BUILDING HAS A GREEN ROOF.
 FQ0611'
 FQ0611'THIS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1570 ***********************************************************************
 DA1570  DESIGNATION -  DEADMAN RM 3
 DA1570  PID         -  DA1570
 DA1570  STATE/COUNTY-  AZ/MARICOPA
 DA1570  USGS QUAD   -  MIDWAY SW (1986)
 DA1570
 DA1570                         *CURRENT SURVEY CONTROL
 DA1570  ___________________________________________________________________
 DA1570* NAD 83(1992)-  32 32 24.43858(N)    112 52 48.49979(W)     ADJUSTED  
 DA1570* NAVD 88     -       395.11   (+/-2cm)    1296.3    (feet)  VERTCON   
 DA1570  ___________________________________________________________________
 DA1570  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DA1570  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DA1570  HORZ ORDER  -  SECOND
 DA1570  VERT ORDER  -  THIRD ? (See Below)
 DA1570
 DA1570.The horizontal coordinates were established by classical geodetic methods
 DA1570.and adjusted by the National Geodetic Survey in August 1993.
 DA1570
 DA1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1570.The vertical order pertains to the NGVD 29 superseded value.
 DA1570
 DA1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1570
 DA1570.The geoid height was determined by GEOID03.
 DA1570
 DA1570;                    North         East     Units Scale Factor Converg.
 DA1570;SPC AZ C     -   171,165.276   122,863.469   MT  1.00000096   -0 31 05.8
 DA1570;SPC AZ C     -   561,565.87    403,095.37   iFT  1.00000096   -0 31 05.8
 DA1570;UTM  12      - 3,601,865.168   323,446.323   MT  0.99998439   -1 00 41.7
 DA1570
 DA1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1570!SPC AZ C     -   0.99994292  x   1.00000096  =   0.99994388
 DA1570!UTM  12      -   0.99994292  x   0.99998439  =   0.99992731
 DA1570
 DA1570:                Primary Azimuth Mark                     Grid Az
 DA1570:SPC AZ C     -  DEADMAN                                  003 01 02.1
 DA1570:UTM  12      -  DEADMAN                                  003 30 38.0
 DA1570
 DA1570|---------------------------------------------------------------------|
 DA1570| PID    Reference Object                     Distance      Geod. Az  |
 DA1570|                                                           dddmmss.s |
 DA1570| DA1569 DEADMAN                             APPROX. 1.2 KM 0022956.3 |
 DA1570|---------------------------------------------------------------------|
 DA1570
 DA1570                          SUPERSEDED SURVEY CONTROL
 DA1570
 DA1570  NAD 83(1986)-  32 32 24.43311(N)    112 52 48.50712(W) AD(       ) 2
 DA1570  NAD 27      -  32 32 24.23380(N)    112 52 45.93402(W) AD(       ) 2
 DA1570  NGVD 29 (07/19/86)  394.46   (m)         1294.2    (f) LEVELING    3  
 DA1570
 DA1570.Superseded values are not recommended for survey control.
 DA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1570.See file dsdata.txt to determine how the superseded data were derived.
 DA1570
 DA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2344601865(NAD 83)
 DA1570_MARKER: DD = SURVEY DISK
 DA1570_SETTING: 66 = SET IN ROCK OUTCROP
 DA1570_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1570+STABILITY: POSITION/ELEVATION WELL
 DA1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1570+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1570
 DA1570  HISTORY     - Date     Condition        Report By
 DA1570  HISTORY     - 1975     MONUMENTED       AZDT
 DA1570  HISTORY     - 19970216 GOOD             USPSQD
 DA1570  HISTORY     - 20060220 GOOD             USPSQD
 DA1570  HISTORY     - 20070603 GOOD             GEOCAC
 DA1570
 DA1570                          STATION DESCRIPTION
 DA1570
 DA1570'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1570'THE STATION IS LOCATED ABOUT 29.7 MILES SOUTHWEST OF GILA BEND
 DA1570'AND 11.7 MILES WEST NORTHWEST OF AJO ALONG THE WEST SIDE OF
 DA1570'STATE ROUTE 85.
 DA1570'
 DA1570'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED DEADMAN RM 3
 DA1570'P AND M 1975.  THE MARK IS EPOXIED IN A DRILL HOLE IN A ROCK
 DA1570'OUTCROP WITH A WITNESS POST 4.6 FEET TO THE WEST.
 DA1570'
 DA1570'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN GILA
 DA1570'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO - STATE
 DA1570'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS,
 DA1570'CONTINUE SOUTHERLY ON STATE ROUTE 85 TO MILEPOST 30.15.  THE
 DA1570'STATION IS 50.4 FT. WEST OF HWY. 85 CENTERLINE AT THE SOUTH
 DA1570'END OF THE CRATER MOUNTAIN RANGE.
 DA1570'
 DA1570'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1570
 DA1570                          STATION RECOVERY (1997)
 DA1570
 DA1570'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1570'RECOVERED IN GOOD CONDITION.
 DA1570
 DA1570                          STATION RECOVERY (2006)
 DA1570
 DA1570'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1570'RECOVERED AS DESCRIBED.
 DA1570
 DA1570                          STATION RECOVERY (2007)
 DA1570
 DA1570'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1076 ***********************************************************************
 ES1076  DESIGNATION -  DECKER
 ES1076  PID         -  ES1076
 ES1076  STATE/COUNTY-  AZ/NAVAJO
 ES1076  USGS QUAD   -  BIG PUG TANK (1990)
 ES1076
 ES1076                         *CURRENT SURVEY CONTROL
 ES1076  ___________________________________________________________________
 ES1076* NAD 83(1992)-  34 29 05.19522(N)    110 21 11.70893(W)     ADJUSTED  
 ES1076* NAVD 88     -      1909.3    (meters)    6264.     (feet)  VERTCON   
 ES1076  ___________________________________________________________________
 ES1076  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ES1076  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES1076  HORZ ORDER  -  SECOND
 ES1076
 ES1076.The horizontal coordinates were established by classical geodetic methods
 ES1076.and adjusted by the National Geodetic Survey in August 1993.
 ES1076
 ES1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1076
 ES1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1076
 ES1076.The geoid height was determined by GEOID03.
 ES1076
 ES1076;                    North         East     Units Scale Factor Converg.
 ES1076;SPC AZ E     -   386,438.959   196,222.551   MT  0.99990362   -0 06 20.3
 ES1076;SPC AZ E     - 1,267,844.35    643,774.77   iFT  0.99990362   -0 06 20.3
 ES1076;UTM  12      - 3,816,098.926   559,384.768   MT  0.99964347   +0 21 58.3
 ES1076
 ES1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1076!SPC AZ E     -   0.99970414  x   0.99990362  =   0.99960779
 ES1076!UTM  12      -   0.99970414  x   0.99964347  =   0.99934772
 ES1076
 ES1076:                Primary Azimuth Mark                     Grid Az
 ES1076:SPC AZ E     -  PULP MILL WT                             033 49 12.4
 ES1076:UTM  12      -  PULP MILL WT                             033 20 53.8
 ES1076
 ES1076|---------------------------------------------------------------------|
 ES1076| PID    Reference Object                     Distance      Geod. Az  |
 ES1076|                                                           dddmmss.s |
 ES1076| ES1159 PULP MILL WT                        APPROX. 2.8 KM 0334252.1 |
 ES1076| CD2796 DECKER RM 1                           9.430 METERS 05751     |
 ES1076| CD2795 DECKER AZ MK                                       1043406.6 |
 ES1076| CD2797 DECKER RM 2                           9.686 METERS 15329     |
 ES1076| ES1075 DECKER AZ MK 2                      APPROX. 1.9 KM 3220533.5 |
 ES1076|---------------------------------------------------------------------|
 ES1076
 ES1076                          SUPERSEDED SURVEY CONTROL
 ES1076
 ES1076  NAD 83(1986)-  34 29 05.18977(N)    110 21 11.71438(W) AD(       ) 2
 ES1076  NAD 27      -  34 29 05.05820(N)    110 21 09.27510(W) AD(       ) 2
 ES1076  NGVD 29 (07/19/86) 1908.4    (m)         6261.     (f) VERT ANG    3  
 ES1076
 ES1076.Superseded values are not recommended for survey control.
 ES1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1076.See file dsdata.txt to determine how the superseded data were derived.
 ES1076
 ES1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5938516099(NAD 83)
 ES1076_MARKER: DS = TRIANGULATION STATION DISK
 ES1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1076
 ES1076  HISTORY     - Date     Condition        Report By
 ES1076  HISTORY     - 1936     MONUMENTED       CGS
 ES1076  HISTORY     - 1958     GOOD             CGS
 ES1076  HISTORY     - 1960     GOOD             USGS
 ES1076
 ES1076                          STATION DESCRIPTION
 ES1076
 ES1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1076'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BUT PROMINENT
 ES1076'WOODED HILL, LYING ABOUT 16 MILES WEST OF SNOWFLAKE AND ABOUT
 ES1076'30 MILES SOUTH-SOUTHWEST OF HOLBROOK.  IT IS ABOUT 0.5 MILE
 ES1076'NORTH OF THE SNOWFLAKE-HEBER HIGHWAY.
 ES1076'
 ES1076'TO REACH FROM THE SNOWFLAKE POST OFFICE, GO NORTH ON STATE
 ES1076'HIGHWAY 77 FOR 0.4 MILE TO HIGHWAY BRIDGE, CONTINUE NORTH ON
 ES1076'HIGHWAY 77 FOR 0.2 MILE, TURN LEFT OFF THE HIGHWAY AND GO WEST
 ES1076'ON THE GRADED ROAD (SNOWFLAKE-HEBER ROAD) 3.5 MILES, KEEP
 ES1076'THE LEFT FORK, WHICH IS THE MAIN GRADED HEBER ROAD, AND GO
 ES1076'11.0 MILES, CROSS CATTLE GUARD AND CONTINUE ON GRADED ROAD
 ES1076'1.0 MILE TO ROAD SUMMIT.  AZIMUTH MARK IS LOCATED HERE, 20 FEET
 ES1076'NORTH OF CENTERLINE OF ROAD AND ABOUT 80 FEET WEST OF SUMMIT.
 ES1076'(FROM THIS SUMMIT THE STATION CAN BE SEEN AS THE FIRST
 ES1076'PROMINENT LOW HILL DUE WEST.) CONTINUE ON HIGHWAY 0.4 MILE,
 ES1076'TURN RIGHT HERE AND DRIVE ACROSS COUNTRY
 ES1076'NORTH-NORTHWEST 0.5 MILE TO HIGHEST POINT OF HILL AND
 ES1076'STATION.
 ES1076'
 ES1076'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 ES1076'DESCRIBED.
 ES1076
 ES1076                          STATION RECOVERY (1958)
 ES1076
 ES1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1076'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 ES1076'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ES1076'
 ES1076'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BUT
 ES1076'PROMINENT WOODED HILL, ABOUT 30 MILES SOUTH-SOUTHWEST OF
 ES1076'HOLBROOK, ABOUT 16 MILES WEST OF SNOWFLAKE, ABOUT 0.5 MILE
 ES1076'NORTH OF THE SNOWFLAKE-HEBER HIGHWAY AND 4 FEET WEST OF A
 ES1076'WITNESS POST.  THE MARK PROJECTS 12 INCHES ABOVE THE SURFACE
 ES1076'OF THE GROUND AND IS STAMPED DECKER 1936.
 ES1076'
 ES1076'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 ES1076'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ES1076'IS STAMPED DECKER NO 1 1936.
 ES1076'
 ES1076'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 ES1076'THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND
 ES1076'AND IS STAMPED DECKER NO 2 1936.
 ES1076'
 ES1076'AZIMUTH MARK IS 57 FEET NORTH OF THE CENTER OF THE GRAVELED
 ES1076'ROAD AND 1 FOOT WEST OF A WITNESS POST.  THE MARK IS SET FLUSH
 ES1076'WITH THE SURFACE OF THE GROUND AND IS STAMPED DECKER 1936.
 ES1076'
 ES1076'TO REACH THE STATION FROM THE POST OFFICE IN SNOWFLAKE, GO NORTH
 ES1076'ON STATE HIGHWAY NO. 77 FOR 0.35 MILE TO A CROSS STREET, TURN
 ES1076'LEFT AND GO WEST ON THE TAR STREET AND GRAVELED ROAD FOR 10.0
 ES1076'MILES TO A SIDE ROAD ON THE LEFT JUST BEFORE REACHING A CATTLE
 ES1076'GUARD, CONTINUE WEST ON THE GRAVELED ROAD AND GO 4.0 MILES TO A
 ES1076'CATTLE GUARD AND A SIGN SITGREAVES NATIONAL FOREST, CONTINUE
 ES1076'WEST ON THE GRAVELED ROAD FOR 1.1 MILE TO THE AZIMUTH MARK ON
 ES1076'THE RIGHT AS DESCRIBED, CONTINUE WEST ON THE GRAVELED ROAD FOR
 ES1076'0.4 MILE, TURN RIGHT LEAVING THE GRAVELED ROAD AND DRIVE
 ES1076'NORTHERLY PICKING THE BEST ROUTE THROUGH THE TREES FOR 0.6
 ES1076'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 ES1076'
 ES1076'OBSERVATIONS WERE MADE FROM A 12 FOOT STAND.
 ES1076
 ES1076                          STATION RECOVERY (1960)
 ES1076
 ES1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1076'RECOVERED IN GOOD CONDITION EXCEPT RM 2 HAS BEEN RUN OVER BY A
 ES1076'BULLDOZER WHICH CHIPPED THE CONCRETE BADLY BUT APPARENTLY DID NOT
 ES1076'DISTURB ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1075 ***********************************************************************
 ES1075  DESIGNATION -  DECKER AZ MK 2
 ES1075  PID         -  ES1075
 ES1075  STATE/COUNTY-  AZ/NAVAJO
 ES1075  USGS QUAD   -  BIG PUG TANK (1990)
 ES1075
 ES1075                         *CURRENT SURVEY CONTROL
 ES1075  ___________________________________________________________________
 ES1075* NAD 83(1992)-  34 29 53.58773(N)    110 21 57.22599(W)     ADJUSTED  
 ES1075* NAVD 88     -      1864.7    (meters)    6118.     (feet)  VERTCON   
 ES1075  ___________________________________________________________________
 ES1075  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ES1075  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 ES1075  HORZ ORDER  -  SECOND
 ES1075
 ES1075.The horizontal coordinates were established by classical geodetic methods
 ES1075.and adjusted by the National Geodetic Survey in August 1993.
 ES1075
 ES1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1075
 ES1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1075
 ES1075.The geoid height was determined by GEOID03.
 ES1075
 ES1075;                    North         East     Units Scale Factor Converg.
 ES1075;SPC AZ E     -   387,932.206   195,064.199   MT  0.99990412   -0 06 46.2
 ES1075;SPC AZ E     - 1,272,743.46    639,974.41   iFT  0.99990412   -0 06 46.2
 ES1075;UTM  12      - 3,817,582.194   558,214.463   MT  0.99964177   +0 21 33.0
 ES1075
 ES1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1075!SPC AZ E     -   0.99971114  x   0.99990412  =   0.99961529
 ES1075!UTM  12      -   0.99971114  x   0.99964177  =   0.99935301
 ES1075
 ES1075:                Primary Azimuth Mark                     Grid Az
 ES1075:SPC AZ E     -  DECKER                                   142 11 53.9
 ES1075:UTM  12      -  DECKER                                   141 43 34.7
 ES1075
 ES1075|---------------------------------------------------------------------|
 ES1075| PID    Reference Object                     Distance      Geod. Az  |
 ES1075|                                                           dddmmss.s |
 ES1075| ES1076 DECKER                              APPROX. 1.9 KM 1420507.7 |
 ES1075|---------------------------------------------------------------------|
 ES1075
 ES1075                          SUPERSEDED SURVEY CONTROL
 ES1075
 ES1075  NAD 83(1986)-  34 29 53.58239(N)    110 21 57.23164(W) AD(       ) 2
 ES1075  NAD 27      -  34 29 53.44990(N)    110 21 54.78840(W) AD(       ) 2
 ES1075  NGVD 29 (04/27/90) 1863.8    (m)         6115.     (f) VERT ANG    3  
 ES1075
 ES1075.Superseded values are not recommended for survey control.
 ES1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1075.See file dsdata.txt to determine how the superseded data were derived.
 ES1075
 ES1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5821417582(NAD 83)
 ES1075_MARKER: DS = TRIANGULATION STATION DISK
 ES1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1075
 ES1075  HISTORY     - Date     Condition        Report By
 ES1075  HISTORY     - 1936     MONUMENTED       CGS
 ES1075  HISTORY     - 1960     GOOD             USGS
 ES1075
 ES1075                          STATION DESCRIPTION
 ES1075
 ES1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1075'AN AZIMUTH MARK FOR DECKER.  IT WAS OCCUPIED IN ORDER TO
 ES1075'PROVIDE THE PROPER SPACING OF CONTROL IN THIS VICINITY OF
 ES1075'THE AREA.  IT IS 11 MILES NORTH-NORTHEAST OF CLAY SPRINGS,
 ES1075'1.5 MILES NORTHWEST OF DECKER, 1-1/2 MILES NORTH OF THE
 ES1075'SNOWFLAKE-HEBER HIGHWAY, 3/4 MILE SOUTHEAST OF A LARGE SURFACE
 ES1075'RESERVOIR AND CORRALS, ON THE SUMMIT OF A SMALL ROUNDED KNOLL
 ES1075'COVERED WITH SCRUB PINON AND JUNIPER TREES, 0.35 MILE EAST OF
 ES1075'TRACK ROAD LEADING PAST RESERVOIR AND CORRALS, 100 YARDS
 ES1075'NORTH OF STRAND WIRE FENCE.  MARK IS A STANDARD AZIMUTH DISK
 ES1075'SET IN CONCRETE IN A 4 INCH CAST IRON PIPE WHICH IS BURIED
 ES1075'IN THE GROUND.
 ES1075'
 ES1075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 ES1075'AND 260 AT HOLBROOK, GO SOUTH ON HIGHWAY 260 FOR 0.9 MILE AND
 ES1075'BEAR RIGHT ON STATE HIGHWAY 77 AT JUNCTION, THENCE 26.6 MILES
 ES1075'AND TURN RIGHT ON GRADED ROAD 0.2 MILE BEFORE REACHING
 ES1075'STEEL-TRUSS BRIDGE AT NORTH EDGE OF SNOWFLAKE, THENCE WEST ON
 ES1075'THE MAIN GRADED ROAD FOR 15.3 MILES, OR 0.85 MILE PAST CATTLE
 ES1075'GUARD, AND TURN RIGHT ON DIM TRACK ROAD JUST BEFORE REACHING
 ES1075'CREST OF GRADE, THENCE 1.2 MILES AND CONTINUE NORTH ALONG
 ES1075'EAST-WEST FENCE FOR 1.0 MILE AND TURN RIGHT THROUGH GATE,
 ES1075'TURN RIGHT AGAIN AND GO EAST ALONG THE FENCE FOR 0.35 MILE,
 ES1075'TURN LEFT AROUND WASH AND GO NORTH FOR 0.05 MILE TO THE
 ES1075'SUMMIT OF THE KNOLL AND THE STATION.
 ES1075'
 ES1075'NO REFERENCE MARKS AT THIS STATION.
 ES1075'
 ES1075'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ES1075
 ES1075                          STATION RECOVERY (1960)
 ES1075
 ES1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0670 ***********************************************************************
 FQ0670  DESIGNATION -  DEE
 FQ0670  PID         -  FQ0670
 FQ0670  STATE/COUNTY-  AZ/COCONINO
 FQ0670  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0670
 FQ0670                         *CURRENT SURVEY CONTROL
 FQ0670  ___________________________________________________________________
 FQ0670* NAD 83(1992)-  35 14 47.84046(N)    111 54 00.34574(W)     ADJUSTED  
 FQ0670* NAVD 88     -      2257.     (meters)    7405.     (feet)  SCALED    
 FQ0670  ___________________________________________________________________
 FQ0670  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 FQ0670  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0670  HORZ ORDER  -  SECOND
 FQ0670
 FQ0670.The horizontal coordinates were established by classical geodetic methods
 FQ0670.and adjusted by the National Geodetic Survey in August 1993.
 FQ0670
 FQ0670.The orthometric height was scaled from a topographic map.
 FQ0670
 FQ0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0670
 FQ0670.The geoid height was determined by GEOID03.
 FQ0670
 FQ0670;                    North         East     Units Scale Factor Converg.
 FQ0670;SPC AZ C     -   470,932.589   214,867.999   MT  0.99990003   +0 00 34.4
 FQ0670;SPC AZ C     - 1,545,054.43    704,947.50   iFT  0.99990003   +0 00 34.4
 FQ0670;UTM  12      - 3,900,764.324   418,110.812   MT  0.99968264   -0 31 10.1
 FQ0670
 FQ0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0670!SPC AZ C     -   0.99964948  x   0.99990003  =   0.99954955
 FQ0670!UTM  12      -   0.99964948  x   0.99968264  =   0.99933223
 FQ0670
 FQ0670|---------------------------------------------------------------------|
 FQ0670| PID    Reference Object                     Distance      Geod. Az  |
 FQ0670|                                                           dddmmss.s |
 FQ0670| CH3028 DEE RM 1                              6.237 METERS 02050     |
 FQ0670| CH3029 DEE RM 2                              6.257 METERS 11032     |
 FQ0670| FQ0279 PARKS                               APPROX. 4.6 KM 2880333.0 |
 FQ0670|---------------------------------------------------------------------|
 FQ0670
 FQ0670                          SUPERSEDED SURVEY CONTROL
 FQ0670
 FQ0670  NAD 83(1986)-  35 14 47.83787(N)    111 54 00.34220(W) AD(       ) 2
 FQ0670  NAD 27      -  35 14 47.79970(N)    111 53 57.75140(W) AD(       ) 2
 FQ0670
 FQ0670.Superseded values are not recommended for survey control.
 FQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0670.See file dsdata.txt to determine how the superseded data were derived.
 FQ0670
 FQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1811100764(NAD 83)
 FQ0670_MARKER: DS = TRIANGULATION STATION DISK
 FQ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0670
 FQ0670  HISTORY     - Date     Condition        Report By
 FQ0670  HISTORY     - 1958     MONUMENTED       CGS
 FQ0670
 FQ0670                          STATION DESCRIPTION
 FQ0670
 FQ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0670'THE STATION IS LOCATED ON TOP OF A SMALL HILL THAT IS COVERED
 FQ0670'WITH PINE TREES.  IT IS 15 MILES WEST OF FLAGSTAFF, 2 MILES
 FQ0670'WEST OF THE NOD INDIAN VILLAGE AND ABOUT 1/2 MILE SOUTH OF
 FQ0670'THE HIGHWAY.
 FQ0670'
 FQ0670'TO REACH THE STATION FROM THE RAILROAD STATION IN FLAGSTAFF,
 FQ0670'GO WEST AND SOUTH ON U.S. HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE
 FQ0670'JUNCTION OF U.S. HIGHWAY 89A, KEEP RIGHT, WEST, ON U.S. HIGHWAYS
 FQ0670'66 AND 89 FOR 13.0 MILES TO A ROAD ON THE LEFT, SOUTH, LEADING
 FQ0670'TO THE NOD INDIAN VILLAGE.  KEEP STRAIGHT AHEAD ON U.S. HIGHWAYS
 FQ0670'66 AND 89 FOR 1.95 MILES TO A LARGE ROCK CUT.  PACK SOUTH HERE
 FQ0670'FOR ABOUT 0.4 MILE TO THE STATION ON TOP OF A SMALL HILL.
 FQ0670'
 FQ0670'THE STATION MARK, STAMPED DEE 1958, IS A STANDARD DISK SET IN
 FQ0670'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FQ0670'INCHES.  IT IS 15 FEET SOUTHWEST OF A TRIANGULAR BLAZED TREE
 FQ0670'AND 13 FEET SOUTHEAST OF THE WITNESS POST.
 FQ0670'
 FQ0670'REFERENCE MARK NO. 1, STAMPED DEE NO 1 1958, IS A STANDARD
 FQ0670'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0670'PROJECTS 3 INCHES.  IT IS 17 FEET NORTHEAST OF THE WITNESS POST
 FQ0670'AND IS ON ABOUT THE SAME ELEVATION AS THE STATION.
 FQ0670'
 FQ0670'REFERENCE MARK NO. 2, STAMPED DEE NO 2 1958, IS A STANDARD
 FQ0670'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0670'PROJECTS 4 INCHES.  IT IS 15 FEET SOUTH OF A TRIANGULAR BLAZED
 FQ0670'TREE AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1772 ***********************************************************************
 CZ1772  DESIGNATION -  DEER
 CZ1772  PID         -  CZ1772
 CZ1772  STATE/COUNTY-  AZ/GRAHAM
 CZ1772  USGS QUAD   -  BOOGER CANYON (1972)
 CZ1772
 CZ1772                         *CURRENT SURVEY CONTROL
 CZ1772  ___________________________________________________________________
 CZ1772* NAD 83(1992)-  32 54 46.64176(N)    110 25 40.78954(W)     ADJUSTED  
 CZ1772* NAVD 88     -      1219.2    (meters)    4000.     (feet)  VERTCON   
 CZ1772  ___________________________________________________________________
 CZ1772  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CZ1772  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CZ1772  HORZ ORDER  -  SECOND
 CZ1772
 CZ1772.The horizontal coordinates were established by classical geodetic methods
 CZ1772.and adjusted by the National Geodetic Survey in August 1993.
 CZ1772
 CZ1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1772
 CZ1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1772
 CZ1772.The geoid height was determined by GEOID03.
 CZ1772
 CZ1772;                    North         East     Units Scale Factor Converg.
 CZ1772;SPC AZ E     -   212,129.302   188,916.288   MT  0.99990736   -0 08 31.2
 CZ1772;SPC AZ E     -   695,962.28    619,804.09   iFT  0.99990736   -0 08 31.2
 CZ1772;UTM  12      - 3,641,782.385   553,486.902   MT  0.99963527   +0 18 38.9
 CZ1772
 CZ1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1772!SPC AZ E     -   0.99981292  x   0.99990736  =   0.99972030
 CZ1772!UTM  12      -   0.99981292  x   0.99963527  =   0.99944826
 CZ1772
 CZ1772|---------------------------------------------------------------------|
 CZ1772| PID    Reference Object                     Distance      Geod. Az  |
 CZ1772|                                                           dddmmss.s |
 CZ1772| CC7235 DEER RM 1                            10.080 METERS 01114     |
 CZ1772| CC7234 DEER AZ MK                                         0435446.1 |
 CZ1772| CC7236 DEER RM 2                             7.768 METERS 25132     |
 CZ1772|---------------------------------------------------------------------|
 CZ1772
 CZ1772                          SUPERSEDED SURVEY CONTROL
 CZ1772
 CZ1772  NAD 83(1986)-  32 54 46.63847(N)    110 25 40.78787(W) AD(       ) 2
 CZ1772  NAD 27      -  32 54 46.40300(N)    110 25 38.44900(W) AD(       ) 2
 CZ1772  NGVD 29 (07/19/86) 1218.5    (m)         3998.     (f) VERT ANG    3  
 CZ1772
 CZ1772.Superseded values are not recommended for survey control.
 CZ1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1772.See file dsdata.txt to determine how the superseded data were derived.
 CZ1772
 CZ1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5348741782(NAD 83)
 CZ1772_MARKER: DS = TRIANGULATION STATION DISK
 CZ1772_SETTING: 80 = SET IN A BOULDER
 CZ1772_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1772
 CZ1772  HISTORY     - Date     Condition        Report By
 CZ1772  HISTORY     - 1946     MONUMENTED       CGS
 CZ1772  HISTORY     - 1968     GOOD             CGS
 CZ1772
 CZ1772                          STATION DESCRIPTION
 CZ1772
 CZ1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1772'STATION IS ON A RISE IN A RIDGE WHICH IS LOCATED ABOUT 1-1/2
 CZ1772'MILES NE OF WHERE TURKEY CREEK RUNS INTO ARAVAIPA CANYON AT
 CZ1772'THE END OF THE ROAD DOWN THE CANYON, AND ABOUT 7 MILES NW
 CZ1772'OF KLONDYKE.
 CZ1772'
 CZ1772'TO REACH FROM THE GENERAL STORE IN KLONDYKE, GO NW ON THE MAIN
 CZ1772'ROAD 3.7 MILES TO A LEFT TURN AT TIN-ROOFED HOUSE AND WINDMILL
 CZ1772'IN CORNER OF THE YARD.  TURN LEFT OFF THE MAIN ROAD AND FOLLOW
 CZ1772'THE ROAD DOWN THE CANYON 0.15 MILE, KEEP RIGHT FORK AND CONTINUE
 CZ1772'ON THE MAIN TRAVELED ROAD 2.35 MILES TO WHERE IT TURNS RIGHT
 CZ1772'ACROSS THE CREEK.  CROSS CREEK AND CONTINUE 1.35 MILES TO A
 CZ1772'RANCH HOUSE AND SEVERAL BUILDINGS.  GO THROUGH THE YARD, BEARING
 CZ1772'TO THE LEFT ON THE LEFT ON THE ROAD FOR 0.05 MILE TO CATTLE
 CZ1772'GUARD.  CONTINUE 0.25 MILE TO A SIDE ROAD RIGHT UP A WASH.  TURN
 CZ1772'RIGHT UP THE WASH FOR 1 MILE TO DIM FORK LEFT UP ANOTHER
 CZ1772'WASH.  GO UP THIS WASH 0.3 MILE, THENCE TURN SHARP LEFT
 CZ1772'ACROSS WASH AND FOLLOW ROAD UP RIDGE 1 MILE TO THE AZIMUTH
 CZ1772'MARK ON THE LEFT, 0.05 MILE BEFORE REACHING A FENCE LINE
 CZ1772'WHERE THE ROAD BEARS RIGHT.  FROM HERE, PACK LEFT ALONG THE FENCE
 CZ1772'LINE TO THE SECOND PROMINENT TURN IN THE FENCE WHERE IT STARTS
 CZ1772'TO DROP INTO THE CANYON.  HERE BEAR LEFT ALONG THE RIDGE FOR
 CZ1772'ABOUT 1/2 MILE TO THE STATION.  ABOUT A 20-MINUTE PACK FROM
 CZ1772'THE AZIMUTH MARK.
 CZ1772'
 CZ1772'THE STATION MARK IS A BRONZE STATION DISK, STAMPED DEER 1946,
 CZ1772'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3
 CZ1772'INCHES ABOVE THE GROUND.  IT IS LOCATED ON THE HIGHEST PART
 CZ1772'OF THE HILL.
 CZ1772'
 CZ1772'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DEER NO 1
 CZ1772'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CZ1772'1 INCH ABOVE THE GROUND.  IT IS LOCATED NNE OF THE STATION AND
 CZ1772'ABOUT 1 FOOT LOWER.
 CZ1772'
 CZ1772'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DEER NO 2
 CZ1772'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CZ1772'3 INCHES ABOVE THE GROUND.  IT IS LOCATED WSW OF THE STATION
 CZ1772'AND ABOUT 2 FEET LOWER.
 CZ1772'
 CZ1772'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED DEER 1946,
 CZ1772'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 CZ1772'INCHES ABOVE THE GROUND.  IT IS LOCATED NE OF THE STATION, 6
 CZ1772'FEET SW OF THE CENTER OF THE ROAD, AND 3 FEET SE OF A 4- BY
 CZ1772'4-INCH WHITE WITNESS POST.
 CZ1772
 CZ1772                          STATION RECOVERY (1968)
 CZ1772
 CZ1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CZ1772'THE STATION, REFERENCE AND AZIMUTH MARKS WERE ALL FOUND IN GOOD
 CZ1772'CONDITION.
 CZ1772'
 CZ1772'TO REACH THE STATION FROM THE POST OFFICE IN KLONDYKE, GO NW
 CZ1772'3.7 MILES TO A ROAD LEFT, JUST BEFORE A RANCH HOUSE AND WINDMILL.
 CZ1772'TURN LEFT (WEST) AND GO FOR 0.3 MILES ACROSS A CREEK BED.  TURN
 CZ1772'RIGHT (NW) AND FOLLOW THE MAIN ROAD 2.7 MILES TO WHERE IT TURNS
 CZ1772'RIGHT ACROSS THE CREEK.  CROSS THE CREEK AND GO 1.35 MILES TO
 CZ1772'A RANCH HOUSE AND OTHER BUILDINGS.  CONTINUE THROUGH THE RANCH
 CZ1772'YARD 0.05 MILES TO A CATTLEGUARD.  CONTINUE ALONG THE ROAD FOR
 CZ1772'0.25 MILES TO A SIDE ROAD RIGHT LEADING UP A WASH.  TURN RIGHT
 CZ1772'AND GO UP THE WASH FOR 1.0 MILE TO A TRACK ROAD UP ANOTHER
 CZ1772'WASH.  TURN LEFT, UP THE SMALLER WASH, AND GO FOR 0.3 MILES TO
 CZ1772'WHERE THE ROAD TURNS SHARPLY ACROSS THE WASH.  CONTINUE ACROSS
 CZ1772'THE WASH AND UP THE RIDGE ON THE ROAD FOR 1.0 MILES TO A
 CZ1772'TRACK ROAD LEFT, UP THE HILL.  THE AZIMUTH IS AT THE TOP.
 CZ1772'FROM THE AZIMUTH CONTINUE 0.05 MILES TO A FENCE.  TURN LEFT
 CZ1772'AND FOLLOW THE TRACK ROAD LEFT ALONG THE FENCE FOR 0.5 MILES.
 CZ1772'HERE THE FENCE TURNS RIGHT AND DOWN INTO THE CANYON.  FOLLOW
 CZ1772'THE TRACK ROAD LEFT ALONG THE RIDGE FOR 0.5 MILES TO THE STATION
 CZ1772'ON THE LEFT.  FOUR WHEEL DRIVE NEEDED.
 CZ1772'
 CZ1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NW
 CZ1772'OF KLONDYKE, ARIZONA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1080 ***********************************************************************
 ES1080  DESIGNATION -  DEER
 ES1080  PID         -  ES1080
 ES1080  STATE/COUNTY-  AZ/NAVAJO
 ES1080  USGS QUAD   -  DAY SPRING (1990)
 ES1080
 ES1080                         *CURRENT SURVEY CONTROL
 ES1080  ___________________________________________________________________
 ES1080* NAD 83(1992)-  34 18 22.55353(N)    110 25 15.51015(W)     ADJUSTED  
 ES1080* NAVD 88     -      2211.3    (meters)    7255.     (feet)  VERTCON   
 ES1080  ___________________________________________________________________
 ES1080  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ES1080  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES1080  HORZ ORDER  -  SECOND
 ES1080
 ES1080.The horizontal coordinates were established by classical geodetic methods
 ES1080.and adjusted by the National Geodetic Survey in August 1993.
 ES1080
 ES1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1080
 ES1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1080
 ES1080.The geoid height was determined by GEOID03.
 ES1080
 ES1080;                    North         East     Units Scale Factor Converg.
 ES1080;SPC AZ E     -   366,652.209   189,952.741   MT  0.99990675   -0 08 36.0
 ES1080;SPC AZ E     - 1,202,927.19    623,204.53   iFT  0.99990675   -0 08 36.0
 ES1080;UTM  12      - 3,796,266.606   553,279.367   MT  0.99963499   +0 19 34.9
 ES1080
 ES1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1080!SPC AZ E     -   0.99965675  x   0.99990675  =   0.99956353
 ES1080!UTM  12      -   0.99965675  x   0.99963499  =   0.99929186
 ES1080
 ES1080|---------------------------------------------------------------------|
 ES1080| PID    Reference Object                     Distance      Geod. Az  |
 ES1080|                                                           dddmmss.s |
 ES1080| ES1081 DEER SPRINGS RM 2                    17.017 METERS 01734     |
 ES1080| CD2801 DEER RM 1                            20.629 METERS 25411     |
 ES1080| CD2800 DEER AZ MK                                         3000221.5 |
 ES1080| ES1079 DEER SPRINGS                         22.247 METERS 31752     |
 ES1080|---------------------------------------------------------------------|
 ES1080
 ES1080                          SUPERSEDED SURVEY CONTROL
 ES1080
 ES1080  NAD 83(1986)-  34 18 22.54897(N)    110 25 15.51414(W) AD(       ) 2
 ES1080  NAD 27      -  34 18 22.40290(N)    110 25 13.07500(W) AD(       ) 2
 ES1080  NGVD 29 (07/19/86) 2210.3    (m)         7252.     (f) VERT ANG    3  
 ES1080
 ES1080.Superseded values are not recommended for survey control.
 ES1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1080.See file dsdata.txt to determine how the superseded data were derived.
 ES1080
 ES1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5327996267(NAD 83)
 ES1080_MARKER: DS = TRIANGULATION STATION DISK
 ES1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1080+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 ES1080
 ES1080  HISTORY     - Date     Condition        Report By
 ES1080  HISTORY     - 1958     MONUMENTED       CGS
 ES1080  HISTORY     - 1967     GOOD             CGS
 ES1080  HISTORY     - 20070714 GOOD             GEOCAC
 ES1080
 ES1080                          STATION DESCRIPTION
 ES1080
 ES1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1080'THE STATION IS LOCATED ABOUT 23 MILES WEST-NORTHWEST OF SHOW
 ES1080'LOW AND 7 MILES SOUTH OF ARIPINE, ON THE MOGOLLON RIM, NEAR
 ES1080'THE BOUNDARY LINE BETWEEN THE SITGREAVES NATIONAL FOREST AND
 ES1080'THE FORT APACHE INDIAN RESERVATION, 73 FEET SOUTHEAST OF
 ES1080'THE CENTER OF THE DEER SPRINGS, LOOKOUT TOWER AND 61 FEET
 ES1080'EAST OF THE NORTHEAST CORNER OF THE LOOKOUT TENANT HOUSE.
 ES1080'THE MARK PROJECTS 3 INCHES AND IS STAMPED DEER 1958.
 ES1080'
 ES1080'REFERENCE MARK NO. 1 IS SET NEAR THE NORTHEAST EDGE OF THE
 ES1080'CEMENT CAP OF A CISTERN WHICH MEASURED ABOUT 7 FEET IN DIAMETER
 ES1080'AND PROJECTS 8 INCHES.  IT IS 5 FEET SOUTH OF THE TENANT
 ES1080'HOUSE.  THE MARK IS STAMPED DEER NO 1 1958.
 ES1080'
 ES1080'THE U.S. GEOLOGICAL SURVEY, BENCH MARK IS LOCATED DIRECTLY
 ES1080'UNDER THE CENTER OF THE LOOKOUT TOWER.  IT IS SET IN A BLOCK
 ES1080'OF CONCRETE WHICH MEASURES 1 BY 1 FOOT AND PROJECTS 2 INCHES.
 ES1080'THE MARK IS STAMPED 1932 DEER SPRINGS.
 ES1080'
 ES1080'THE U.S. GEOLOGICAL SURVEY, REFERENCE MARK IS 59 FEET EAST
 ES1080'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  IT IS SET IN A
 ES1080'BLOCK OF CONCRETE WHICH MEASURED 1 BY 1 FOOT AND PROJECTS 6
 ES1080'INCHES.  THE MARK IS STAMPED DEER SPRINGS NO 2 1932.
 ES1080'
 ES1080'THE AZIMUTH MARK IS AT THE CREST OF A SMALL HILL, 22 FEET
 ES1080'WEST OF THE CENTER OF A GRADED ROAD AND 2 FEET SOUTH OF A
 ES1080'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 ES1080'DEER 1958.
 ES1080'
 ES1080'THE DEER SPRINGS LOOKOUT TOWER WHICH IS CENTERED OVER THE U.S.
 ES1080'GEOLOGICAL SURVEY BENCH MARK IS A METAL AND GLASS ENCLOSED
 ES1080'CAB SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  THE OVERALL
 ES1080'HEIGHT IS 60 FEET.
 ES1080'
 ES1080'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO
 ES1080'NORTH FOR 0.2 MILE ON STATE HIGHWAY 173 TO THE JUNCTION
 ES1080'WITH U.S. HIGHWAY 60, TURN LEFT ON HIGHWAY 60 AND FOLLOW IT
 ES1080'FOR 4.7 MILES TO A DIRT ROAD RIGHT AND THE SIGNS, FORT APACHE
 ES1080'INDIAN RESERVATION, AND RIM ROAD 27 DEER SPRINGS LOOKOUT.
 ES1080'TURN RIGHT ON THE GRADED DIRT ROAD AND FOLLOW IT AS PER SIGNS
 ES1080'FOR 27.5 MILES TO A NUMBER OF SIGNS AND A SIDE ROAD RIGHT,
 ES1080'*TURN RIGHT ON THE SIDE ROAD AND GO 0.1 MILE TO THE LOOKOUT
 ES1080'TOWER AND THE STATION AS DESCRIBED.
 ES1080'
 ES1080'*TO REACH THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD ON THE
 ES1080'MAIN GRADED ROAD FOR 0.2 MILES TO A FORK, TAKE THE RIGHT FORK
 ES1080'AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ES1080
 ES1080                          STATION RECOVERY (1967)
 ES1080
 ES1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES1080'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 ES1080'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ES1080'
 ES1080'THE 1958 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 ES1080'
 ES1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 ES1080'WEST-SOUTHWEST OF SHOW LOW, 27 MILES WEST-NORTHWEST OF STATE
 ES1080'HIGHWAY 789 AND U.S. HIGHWAY 60 AND 73 FEET SOUTHEAST OF THE
 ES1080'DEER SPRINGS, LOOKOUT TOWER.
 ES1080
 ES1080                          STATION RECOVERY (2007)
 ES1080
 ES1080'RECOVERY NOTE BY GEOCACHING 2007 (LF)
 ES1080'TO REACH THE THE STATION FROM THE INTERSECTION OF HWY 260 AND HWY 277
 ES1080'IN HEBER AZ. TRAVEL EAST ON HWY 260 (10.5 MILES) ON HWY 260 TO MILE
 ES1080'POST 316.5 AND FOREST SERVICE RD 107 ON THE RIGHT. TRAVEL SOUTHERNLY 7
 ES1080'MILES TO THE T INTERSECTION WITH FS 300, THEN TURN LEFT AND TRAVEL
 ES1080'0.25 MILES AND THE STATION ON THE LEFT AT THE BASE OF DEER SPRINGS
 ES1080'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0849 ***********************************************************************
 ES0849  DESIGNATION -  DEER
 ES0849  PID         -  ES0849
 ES0849  STATE/COUNTY-  AZ/GILA
 ES0849  USGS QUAD   -  GISELA (1972)
 ES0849
 ES0849                         *CURRENT SURVEY CONTROL
 ES0849  ___________________________________________________________________
 ES0849* NAD 83(1992)-  34 04 37.45501(N)    111 21 25.68135(W)     ADJUSTED  
 ES0849* NAVD 88     -       946.2    (meters)    3104.     (feet)  VERTCON   
 ES0849  ___________________________________________________________________
 ES0849  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 ES0849  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ES0849  HORZ ORDER  -  SECOND
 ES0849
 ES0849.The horizontal coordinates were established by classical geodetic methods
 ES0849.and adjusted by the National Geodetic Survey in August 1993.
 ES0849
 ES0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0849
 ES0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0849
 ES0849.The geoid height was determined by GEOID03.
 ES0849
 ES0849;                    North         East     Units Scale Factor Converg.
 ES0849;SPC AZ E     -   341,841.550   103,486.405   MT  1.00004877   -0 40 01.5
 ES0849;SPC AZ E     - 1,121,527.40    339,522.33   iFT  1.00004877   -0 40 01.5
 ES0849;UTM  12      - 3,770,759.033   467,049.212   MT  0.99961338   -0 12 00.4
 ES0849
 ES0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0849!SPC AZ E     -   0.99985564  x   1.00004877  =   0.99990440
 ES0849!UTM  12      -   0.99985564  x   0.99961338  =   0.99946908
 ES0849
 ES0849:                Primary Azimuth Mark                     Grid Az
 ES0849:SPC AZ E     -  HOG                                      001 06 48.6
 ES0849:UTM  12      -  HOG                                      000 38 47.5
 ES0849
 ES0849|---------------------------------------------------------------------|
 ES0849| PID    Reference Object                     Distance      Geod. Az  |
 ES0849|                                                           dddmmss.s |
 ES0849| ES0861 HOG                                 APPROX. 4.5 KM 0002647.1 |
 ES0849| DZ1284 DEER RM 1                            11.332 METERS 01257     |
 ES0849| DZ1285 DEER RM 2                            10.407 METERS 19219     |
 ES0849|---------------------------------------------------------------------|
 ES0849
 ES0849                          SUPERSEDED SURVEY CONTROL
 ES0849
 ES0849  NAD 83(1986)-  34 04 37.44667(N)    111 21 25.68522(W) AD(       ) 2
 ES0849  NGVD 29 (07/10/87)  945.6    (m)         3102.     (f) VERT ANG    3  
 ES0849
 ES0849.Superseded values are not recommended for survey control.
 ES0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0849.See file dsdata.txt to determine how the superseded data were derived.
 ES0849
 ES0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6704970759(NAD 83)
 ES0849_MARKER: DS = TRIANGULATION STATION DISK
 ES0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0849+STABILITY: SURFACE MOTION
 ES0849
 ES0849  HISTORY     - Date     Condition        Report By
 ES0849  HISTORY     - 1981     MONUMENTED       AZDT
 ES0849  HISTORY     - 20070309 MARK NOT FOUND   GEOCAC
 ES0849  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0849
 ES0849                          STATION DESCRIPTION
 ES0849
 ES0849'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0849'THE STATION IS LOCATED 10.5 MILES SOUTH OF PAYSON, 4.5 MILES SOUTHWEST
 ES0849'OF GISELA AND 5 MILES NORTHWEST OF JAKES CORNER ON TOP OF A LOW RIDGE
 ES0849'ALONG ARIZONA HIGHWAY 87.
 ES0849'
 ES0849'THE STATION MARK IS AN AZDT DISK STAMPED---DEER 1981---SET IN TOP
 ES0849'OF A CONCRETE MONUMENT 95 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ES0849'AND 4 FEET SOUTHWEST OF THE WITNESS POST AND SIGN.
 ES0849'
 ES0849'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DEER RM 1 1981---SET
 ES0849'IN TOP OF A CONCRETE MONUMENT.
 ES0849'
 ES0849'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DEER RM 2 1981---SET
 ES0849'IN TOP OF A CONCRETE MONUMENT.
 ES0849'
 ES0849'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 ES0849'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 ES0849'STATE ROUTE 87.  TURN RIGHT FOR 9.65 MILES TO THE STORE IN RYE.
 ES0849'CONTINUE SOUTH ALONG THE HIGHWAY FOR 2.3 MILES TO THE TOP OF THE FIRST
 ES0849'LOW RIDGE AND THE STATION ON THE LEFT.
 ES0849
 ES0849                          STATION RECOVERY (2007)
 ES0849
 ES0849'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0849'DID NOT FIND THE STATION MARK, REFERENCE MARK 1 OR REFERENCE MARK 2.
 ES0849'THE ADJUSTED COORDINATES FOR THE STATION POINT TO A LOW RIDGE WITH
 ES0849'SMALL VEGETATION AND LOOSE DIRT AND ROCKS. SEARCHED AMONG THE
 ES0849'VEGETATION AND DIRT, BUT DID NOT LOCATE THE MONUMENT FOR THE STATION
 ES0849'OR FOR EITHER OF THE REFERENCE MARKS.
 ES0849
 ES0849                          STATION RECOVERY (2008)
 ES0849
 ES0849'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0849'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0849'MARK. THE ADJUSTED CO-ORDINATES POINT TO A SPOT THAT IS NOW THE MEDIAN
 ES0849'BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF THE HIGHWAY. APPARENTLY
 ES0849'DESTROYED BY HIGHWAY CONSTRUCTION WHEN THE NORTHBOUND LANES WERE ADDED
 ES0849'IN THE LATE 1980S.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1079 ***********************************************************************
 ES1079  DESIGNATION -  DEER SPRINGS
 ES1079  PID         -  ES1079
 ES1079  STATE/COUNTY-  AZ/NAVAJO
 ES1079  USGS QUAD   -  DAY SPRING (1990)
 ES1079
 ES1079                         *CURRENT SURVEY CONTROL
 ES1079  ___________________________________________________________________
 ES1079* NAD 83(1992)-  34 18 23.08897(N)    110 25 16.09379(W)     ADJUSTED  
 ES1079* NAVD 88     -      2210.8    (meters)    7253.     (feet)  VERTCON   
 ES1079  ___________________________________________________________________
 ES1079  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES1079  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES1079  HORZ ORDER  -  SECOND
 ES1079
 ES1079.The horizontal coordinates were established by classical geodetic methods
 ES1079.and adjusted by the National Geodetic Survey in August 1993.
 ES1079
 ES1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1079
 ES1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1079
 ES1079.The geoid height was determined by GEOID03.
 ES1079
 ES1079;                    North         East     Units Scale Factor Converg.
 ES1079;SPC AZ E     -   366,668.744   189,937.860   MT  0.99990676   -0 08 36.3
 ES1079;SPC AZ E     - 1,202,981.44    623,155.71   iFT  0.99990676   -0 08 36.3
 ES1079;UTM  12      - 3,796,283.013   553,264.355   MT  0.99963497   +0 19 34.6
 ES1079
 ES1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1079!SPC AZ E     -   0.99965682  x   0.99990676  =   0.99956362
 ES1079!UTM  12      -   0.99965682  x   0.99963497  =   0.99929192
 ES1079
 ES1079|---------------------------------------------------------------------|
 ES1079| PID    Reference Object                     Distance      Geod. Az  |
 ES1079|                                                           dddmmss.s |
 ES1079| CS4079 DEER SPRINGS RM 1                    20.083 METERS 00833     |
 ES1079| ES1159 PULP MILL WT                        APPROX.23.4 KM 0192224.5 |
 ES1079| ES1081 DEER SPRINGS RM 2                    20.061 METERS 09047     |
 ES1079| ES1080 DEER                                 22.247 METERS 13752     |
 ES1079| ES1153 BURNT                               APPROX.12.9 KM 1802948.5 |
 ES1079| CD2801 DEER RM 1                            22.668 METERS 20428     |
 ES1079|---------------------------------------------------------------------|
 ES1079
 ES1079                          SUPERSEDED SURVEY CONTROL
 ES1079
 ES1079  NAD 83(1986)-  34 18 23.08443(N)    110 25 16.09782(W) AD(       ) 2
 ES1079  NAD 27      -  34 18 22.93840(N)    110 25 13.65870(W) AD(       ) 2
 ES1079  NGVD 29 (04/27/90) 2209.8    (m)         7250.     (f) VERT ANG    3  
 ES1079
 ES1079.Superseded values are not recommended for survey control.
 ES1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1079.See file dsdata.txt to determine how the superseded data were derived.
 ES1079
 ES1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5326496283(NAD 83)
 ES1079_MARKER: DB = BENCH MARK DISK
 ES1079_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ES1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1079+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 ES1079
 ES1079  HISTORY     - Date     Condition        Report By
 ES1079  HISTORY     - 1932     MONUMENTED       USGS
 ES1079  HISTORY     - 1960     GOOD             USGS
 ES1079  HISTORY     - 20070714 GOOD             GEOCAC
 ES1079
 ES1079                          STATION DESCRIPTION
 ES1079
 ES1079'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1079'RECOVERED IN GOOD CONDITION.
 ES1079'
 ES1079'LOCATED ABOUT 23 MI WNW. OF SHOW LOW, 7 MI S. OF ARIPINE.  ON
 ES1079'MOGOLLON RIM, NEAR BOUNDARY LINE BETWEEN SITGREAVES NATIONAL
 ES1079'FOREST AND FORT APACHE INDIAN RESERVATION.
 ES1079'
 ES1079'TO REACH FROM SHOW LOW POST OFFICE, GO 0.2 MI N. ON STATE HWY.
 ES1079'173 TO JCT. WITH U.S. HWY. 60.  TURN LEFT ON HWY. 60 4.7 MI TO
 ES1079'DIRT RD. RIGHT AND SIGNS FORT APACHE INDIAN RESERVATION AND
 ES1079'RIM ROAD 27 DEER SPRINGS LOOKOUT.  TURN RIGHT ON GRADED DIRT RD.
 ES1079'AS PER SIGNS 27.5 MI TO NUMBER OF SIGNS AND SIDE RD. RIGHT.  TURN
 ES1079'RIGHT ON SIDE RD. 0.1 MI TO LOT AND STATION.
 ES1079'
 ES1079'NOTE--SIGHTS FOR STATION DEER ARE REDUCED TO STATION DEER
 ES1079'SPRINGS USGS.
 ES1079
 ES1079                          STATION RECOVERY (2007)
 ES1079
 ES1079'RECOVERY NOTE BY GEOCACHING 2007 (LF)
 ES1079'TO REACH THE THE STATION FROM THE INTERSECTION OF HWY 260 AND HWY 277
 ES1079'IN HEBER AZ. TRAVEL EAST ON HWY 260 (10.5 MILES) ON HWY 260 TO MILE
 ES1079'POST 316.5 AND FOREST SERVICE RD 107 ON THE RIGHT. TRAVEL SOUTHERNLY 7
 ES1079'MILES TO THE T INTERSECTION WITH FS 300, THEN TURN LEFT AND TRAVEL
 ES1079'0.25 MILES AND THE STATION ON THE LEFT AT THE BASE OF DEER SPRINGS
 ES1079'LOOKOUT TOWER. ALSO FOUND RM 1 AND RM 2 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1081 ***********************************************************************
 ES1081  DESIGNATION -  DEER SPRINGS RM 2
 ES1081  PID         -  ES1081
 ES1081  STATE/COUNTY-  AZ/NAVAJO
 ES1081  USGS QUAD   -  DAY SPRING (1990)
 ES1081
 ES1081                         *CURRENT SURVEY CONTROL
 ES1081  ___________________________________________________________________
 ES1081* NAD 83(1992)-  34 18 23.08005(N)    110 25 15.30932(W)     ADJUSTED  
 ES1081* NAVD 88     -      2211.     (meters)    7254.     (feet)  SCALED    
 ES1081  ___________________________________________________________________
 ES1081  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES1081  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES1081  HORZ ORDER  -  SECOND
 ES1081
 ES1081.The horizontal coordinates were established by classical geodetic methods
 ES1081.and adjusted by the National Geodetic Survey in August 1993.
 ES1081
 ES1081.The orthometric height was scaled from a topographic map.
 ES1081
 ES1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1081
 ES1081.The geoid height was determined by GEOID03.
 ES1081
 ES1081;                    North         East     Units Scale Factor Converg.
 ES1081;SPC AZ E     -   366,668.419   189,957.916   MT  0.99990675   -0 08 35.9
 ES1081;SPC AZ E     - 1,202,980.38    623,221.51   iFT  0.99990675   -0 08 35.9
 ES1081;UTM  12      - 3,796,282.852   553,284.408   MT  0.99963500   +0 19 35.0
 ES1081
 ES1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1081!SPC AZ E     -   0.99965679  x   0.99990675  =   0.99956357
 ES1081!UTM  12      -   0.99965679  x   0.99963500  =   0.99929192
 ES1081
 ES1081                          SUPERSEDED SURVEY CONTROL
 ES1081
 ES1081  NAD 83(1986)-  34 18 23.07549(N)    110 25 15.31332(W) AD(       ) 2
 ES1081  NAD 27      -  34 18 22.92940(N)    110 25 12.87420(W) AD(       ) 2
 ES1081
 ES1081.Superseded values are not recommended for survey control.
 ES1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1081.See file dsdata.txt to determine how the superseded data were derived.
 ES1081
 ES1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5328496283(NAD 83)
 ES1081_MARKER: DD = SURVEY DISK
 ES1081_SETTING: 0 = UNSPECIFIED SETTING
 ES1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1081
 ES1081  HISTORY     - Date     Condition        Report By
 ES1081  HISTORY     - 1958     MONUMENTED       USGS
 ES1081
 ES1081                          STATION DESCRIPTION
 ES1081
 ES1081'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 ES1081'THE U.S. GEOLOGICAL SURVEY, REFERENCE MARK IS 59 FEET EAST
 ES1081'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  IT IS SET IN A
 ES1081'BLOCK OF CONCRETE WHICH MEASURED 1 BY 1 FOOT AND PROJECTS 6
 ES1081'INCHES.  THE MARK IS STAMPED DEER SPRINGS NO 2 1932.
 ES1081'
 ES1081'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO
 ES1081'NORTH FOR 0.2 MILE ON STATE HIGHWAY 173 TO THE JUNCTION
 ES1081'WITH U.S. HIGHWAY 60, TURN LEFT ON HIGHWAY 60 AND FOLLOW IT
 ES1081'FOR 4.7 MILES TO A DIRT ROAD RIGHT AND THE SIGNS, FORT APACHE
 ES1081'INDIAN RESERVATION, AND RIM ROAD 27 DEER SPRINGS LOOKOUT.
 ES1081'TURN RIGHT ON THE GRADED DIRT ROAD AND FOLLOW IT AS PER SIGNS
 ES1081'FOR 27.5 MILES TO A NUMBER OF SIGNS AND A SIDE ROAD RIGHT,
 ES1081'*TURN RIGHT ON THE SIDE ROAD AND GO 0.1 MILE TO THE LOOKOUT
 ES1081'TOWER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1693 ***********************************************************************
 CZ1693  DESIGNATION -  DEL
 CZ1693  PID         -  CZ1693
 CZ1693  STATE/COUNTY-  AZ/PIMA
 CZ1693  USGS QUAD   -  ORO VALLEY (1981)
 CZ1693
 CZ1693                         *CURRENT SURVEY CONTROL
 CZ1693  ___________________________________________________________________
 CZ1693* NAD 83(1992)-  32 28 46.73209(N)    110 56 11.91924(W)     ADJUSTED  
 CZ1693* NAVD 88     -       926.89   (+/-2cm)    3041.0    (feet)  VERTCON   
 CZ1693  ___________________________________________________________________
 CZ1693  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 CZ1693  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CZ1693  HORZ ORDER  -  SECOND
 CZ1693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1693
 CZ1693.The horizontal coordinates were established by classical geodetic methods
 CZ1693.and adjusted by the National Geodetic Survey in August 1993.
 CZ1693
 CZ1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1693.The vertical order pertains to the NGVD 29 superseded value.
 CZ1693
 CZ1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1693
 CZ1693.The geoid height was determined by GEOID03.
 CZ1693
 CZ1693;                    North         East     Units Scale Factor Converg.
 CZ1693;SPC AZ C     -   164,473.399   305,472.774   MT  1.00000460   +0 31 34.7
 CZ1693;SPC AZ C     -   539,610.89  1,002,207.26   iFT  1.00000460   +0 31 34.7
 CZ1693;UTM  12      - 3,593,604.818   505,952.929   MT  0.99960044   +0 02 02.5
 CZ1693
 CZ1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1693!SPC AZ C     -   0.99985897  x   1.00000460  =   0.99986357
 CZ1693!UTM  12      -   0.99985897  x   0.99960044  =   0.99945947
 CZ1693
 CZ1693|---------------------------------------------------------------------|
 CZ1693| PID    Reference Object                     Distance      Geod. Az  |
 CZ1693|                                                           dddmmss.s |
 CZ1693| CZ1694 DEL RM 1                             11.282 METERS 01321     |
 CZ1693| CS5916 E 399 AZ MK                                        0940117.8 |
 CZ1693| CZ0117 E 399                               APPROX. 1.4 KM 0940119.6 |
 CZ1693| CZ1692 DEL RM 2                             10.600 METERS 13235     |
 CZ1693|---------------------------------------------------------------------|
 CZ1693
 CZ1693                          SUPERSEDED SURVEY CONTROL
 CZ1693
 CZ1693  NAD 83(1986)-  32 28 46.72676(N)    110 56 11.91195(W) AD(       ) 2
 CZ1693  NAD 27      -  32 28 46.46740(N)    110 56 09.53820(W) AD(       ) 2
 CZ1693  NGVD 29 (??/??/92)  926.20   (m)         3038.7    (f) COMPUTED    2 0
 CZ1693
 CZ1693.Superseded values are not recommended for survey control.
 CZ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1693.See file dsdata.txt to determine how the superseded data were derived.
 CZ1693
 CZ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0595393605(NAD 83)
 CZ1693_MARKER: DS = TRIANGULATION STATION DISK
 CZ1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1693+STABILITY: SURFACE MOTION
 CZ1693
 CZ1693  HISTORY     - Date     Condition        Report By
 CZ1693  HISTORY     - 1962     MONUMENTED       CGS
 CZ1693  HISTORY     - 1983     GOOD             AZDT
 CZ1693
 CZ1693                          STATION DESCRIPTION
 CZ1693
 CZ1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1693'STATION IS LOCATED ABOUT 17 MILES NORTH OF TUCSON, 16 MILES
 CZ1693'EAST OF MARANA, AND 6 MILES SOUTH OF ORACLE JUNCTION, ON A LOW
 CZ1693'RIDGE RUNNING NORTH AND SOUTH BETWEEN TWO DRY WASHES.
 CZ1693'
 CZ1693'TO REACH FROM THE EAST ENTRANCE TO EVERGREEN CEMETERY ON ORACLE
 CZ1693'ROAD IN THE NORTH PART OF TUCSON, GO NORTH ON U.S. HIGHWAY 80,
 CZ1693'89, AND STATE HIGHWAY 789 FOR 15.1 MILES TO A SIDE ROAD ON
 CZ1693'THE LEFT AND BENCH MARK E 399 WHICH SERVES AS THE AZIMUTH
 CZ1693'MARK.  TURN LEFT AND GO WEST ACROSS CATTLEGUARD ON OILED ROAD
 CZ1693'0.2 MILE TO A BLADED ROAD ON LEFT JUST AFTER CROSSING A CULVERT
 CZ1693'OVER A WASH.  FOLLOW BLADED ROAD SOUTH AND WEST 0.6 MILE TO
 CZ1693'A WIRE GATE ON THE WEST SIDE OF A SANDY WASH.  (BIG WASH).
 CZ1693'PASS THROUGH GATE AND PROCEED WEST 0.2 MILE.  AT THIS MILEAGE
 CZ1693'LEAVE BLADED ROAD AND PICK WAY NORTH THROUGH BRUSH AND
 CZ1693'CACTUS, AND ACROSS A WASH 0.4 MILE TO THE STATION ON TOP OF A
 CZ1693'LOW RIDGE BETWEEN TWO WASHES.  A FOUR-WHEEL-DRIVE VEHICLE IS
 CZ1693'ADVISED TO CROSS WASHES.
 CZ1693'
 CZ1693'THE STATION MARK IS A STANDARD DISK STAMPED DEL 1962 SET IN
 CZ1693'THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 CZ1693'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 3 FEET WEST OF A METAL
 CZ1693'WITNESS POST AND SIGN.
 CZ1693'
 CZ1693'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEL NO
 CZ1693'1 1962 SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 CZ1693'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS AT ABOUT
 CZ1693'THE SAME ELEVATION AS THE STATION AT THE TOP OF THE NORTH
 CZ1693'SLOPE OF THE HILL.
 CZ1693'
 CZ1693'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEL
 CZ1693'NO 2 1962 SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 CZ1693'CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS AT
 CZ1693'ABOUT THE SAME ELEVATION AS THE STATION AT THE TOP OF A STUBBY
 CZ1693'EAST RIDGE OFF THE STATION RIDGE.
 CZ1693'
 CZ1693'BENCH MARK E 399 WHICH SERVES AS THE AZIMUTH MARK IS A STANDARD
 CZ1693'DISK STAMPED E 399 1962 SET IN THE TOP OF A 12-INCH-DIAMETER
 CZ1693'CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE GROUND.  IT IS 97.5
 CZ1693'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 42 FEET
 CZ1693'NORTH OF THE CENTER OF A CATTLEGUARD, 2 FEET SOUTH OF A METAL
 CZ1693'WITNESS POST AND SIGN, AND 1.5 FEET EAST OF THE WEST
 CZ1693'RIGHT-OF-WAY FENCE.
 CZ1693
 CZ1693                          STATION RECOVERY (1983)
 CZ1693
 CZ1693'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1693'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1962.  A NEW
 CZ1693'ROUTE TO THE STATION FOLLOWS.
 CZ1693'
 CZ1693'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL SOUTH ON
 CZ1693'U.S. HIGHWAY 89 FOR 1.4 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN
 CZ1693'RIGHT AND TRAVEL WEST FOR 0.3 MILE TO A TRAIL ROAD LEFT.  TURN LEFT
 CZ1693'AND FOLLOW TRAIL SOUTH FOR 0.6 MILE TO A GATE JUST AFTER CROSSING BIG
 CZ1693'WASH AND END OF TRUCK TRAVEL.  PACK NORTH ALONG THE EAST SIDE OF A
 CZ1693'FENCE TO A GATE, PASS THROUGH GATE AND PACK NORTHWEST TO TOP OF LOW
 CZ1693'HILL AND STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1521 ***********************************************************************
 DA1521  DESIGNATION -  DEL
 DA1521  PID         -  DA1521
 DA1521  STATE/COUNTY-  AZ/PIMA
 DA1521  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1521
 DA1521                         *CURRENT SURVEY CONTROL
 DA1521  ___________________________________________________________________
 DA1521* NAD 83(1992)-  32 05 27.82251(N)    112 47 16.66842(W)     ADJUSTED  
 DA1521* NAVD 88     -       679.5    (meters)    2229.     (feet)  VERTCON   
 DA1521  ___________________________________________________________________
 DA1521  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 DA1521  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DA1521  HORZ ORDER  -  SECOND
 DA1521
 DA1521.The horizontal coordinates were established by classical geodetic methods
 DA1521.and adjusted by the National Geodetic Survey in August 1993.
 DA1521
 DA1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1521
 DA1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1521
 DA1521.The geoid height was determined by GEOID03.
 DA1521
 DA1521;                    North         East     Units Scale Factor Converg.
 DA1521;SPC AZ C     -   121,295.875   131,116.738   MT  0.99998339   -0 27 46.5
 DA1521;SPC AZ C     -   397,952.35    430,173.02   iFT  0.99998339   -0 27 46.5
 DA1521;UTM  12      - 3,551,928.195   331,272.403   MT  0.99995110   -0 57 00.4
 DA1521
 DA1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1521!SPC AZ C     -   0.99989831  x   0.99998339  =   0.99988171
 DA1521!UTM  12      -   0.99989831  x   0.99995110  =   0.99984942
 DA1521
 DA1521:                Primary Azimuth Mark                     Grid Az
 DA1521:SPC AZ C     -  DEL AZ MK                                113 18 35.2
 DA1521:UTM  12      -  DEL AZ MK                                113 47 49.1
 DA1521
 DA1521|---------------------------------------------------------------------|
 DA1521| PID    Reference Object                     Distance      Geod. Az  |
 DA1521|                                                           dddmmss.s |
 DA1521| CH5065 DEL AZ MK                                          1125048.7 |
 DA1521| CH5067 DEL RM 2                              6.865 METERS 26331     |
 DA1521| CH5066 DEL RM 1                              6.268 METERS 33328     |
 DA1521| DA1537 AJO 2                               APPROX.26.3 KM 3484015.1 |
 DA1521|---------------------------------------------------------------------|
 DA1521
 DA1521                          SUPERSEDED SURVEY CONTROL
 DA1521
 DA1521  NAD 83(1986)-  32 05 27.81131(N)    112 47 16.67024(W) AD(       ) 2
 DA1521  NAD 27      -  32 05 27.57873(N)    112 47 14.13205(W) AD(       ) 2
 DA1521  NGVD 29 (06/20/88)  678.8    (m)         2227.     (f) VERT ANG    3  
 DA1521
 DA1521.Superseded values are not recommended for survey control.
 DA1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1521.See file dsdata.txt to determine how the superseded data were derived.
 DA1521
 DA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3127251928(NAD 83)
 DA1521_MARKER: DS = TRIANGULATION STATION DISK
 DA1521_SETTING: 66 = SET IN ROCK OUTCROP
 DA1521
 DA1521  HISTORY     - Date     Condition        Report By
 DA1521  HISTORY     - 1936     MONUMENTED       CGS
 DA1521  HISTORY     - 1962     GOOD             USGS
 DA1521  HISTORY     - 1972     GOOD             AZHD
 DA1521  HISTORY     - 1977     GOOD             NGS
 DA1521  HISTORY     - 19970306 GOOD             USPSQD
 DA1521
 DA1521                          STATION DESCRIPTION
 DA1521
 DA1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1521'ON THE HIGHEST POINT OF THE WEST END OF THE WEST FOOTHILLS
 DA1521'OF THE SIERRA DEL AJO RANGE, ABOUT 20 MILES SOUTH-SOUTHEAST
 DA1521'OF AJO AND ONE MILE WEST OF THE AJO-SONOYTA ROAD.  MARKED
 DA1521'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1521'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 6.267
 DA1521'METERS (20.56 FEET) FROM STATION N 26 DEG 33 MIN W.
 DA1521'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1521'IS 6.880 METERS (22.57 FEET) FROM STATION S 83
 DA1521'DEG 33 MIN W.  THE AZIMUTH MARK, A STANDARD COAST AND GEODETIC
 DA1521'SURVEY BENCH MARK, U 110 1935, SET IN TOP OF A CONCRETE POST,
 DA1521'IS 1 MILE FROM STATION S 67 DEG 10 MIN E.
 DA1521
 DA1521                          STATION RECOVERY (1962)
 DA1521
 DA1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1521'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 DA1521'
 DA1521'STATION MARK--NGS DISK STAMPED---DEL 1936---, CEMENTED IN ROCK
 DA1521'OUTCROP.
 DA1521'
 DA1521'RM 1--NGS RM DISK STAMPED---DEL 1936 NO 1---, CEMENTED IN ROCK.
 DA1521'
 DA1521'RM 2--NGS RM DISK STAMPED---DEL NO 2 1936---, CEMENTED IN ROCK.
 DA1521
 DA1521                          STATION RECOVERY (1972)
 DA1521
 DA1521'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1521'GENERAL LOCATION THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK
 DA1521'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1521'THE FOLLOWING NOTE IS ADDED ON REACHING THE STATION.  TO REACH FROM
 DA1521'THE HEADQUARTERS OF THE ORGAN PIPE CACTUS NATIONAL MONUMENT,
 DA1521'ALONG STATE 85, NORTH ON 85 FOR ABOUT 8.5 MILES TO MILEPOST
 DA1521'66.  FROM MILEPOST 66 CONTINUE NORTH FOR 0.2 MILES TO THE
 DA1521'SUMMIT OF A PASS ACROSS A LOW RANGE OF HILLS.  PACK LEFT,
 DA1521'WEST, ABOUT 1/2 MILE TO THE HIGHEST AND MOST WESTERLY OF
 DA1521'THE HILLS AND TO THE STATION.
 DA1521'
 DA1521'TO REACH THE AZIMUTH MARK FROM THE SUMMIT MENTIONED ABOVE,
 DA1521'PACK RIGHT, EAST ABOUT 1/2 MILE TO AN ABANDONED ROAD AND
 DA1521'TO THE STATION.
 DA1521
 DA1521                          STATION RECOVERY (1977)
 DA1521
 DA1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DA1521'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DA1521'CONDITION.  THE ANGLES TO REFERENCE MARKS 1 AND 2 CHECKED WITHIN 2
 DA1521'MINUTES AND DISTANCES CHECKED WITHIN 15 MM.  THE AZIMUTH MARK, U110
 DA1521'WAS SEARCHED FOR BUT NOT FOUND.
 DA1521'
 DA1521'THE STATION IS ABOUT 20 MILES EAST SOUTHEAST OF AJO AND 1 MILE WEST
 DA1521'OF ARIZONA HWY. 85 ON THE HIGHEST AND MOST WESTERLY OF A PROMINENT
 DA1521'ROCKY RIDGE.
 DA1521'
 DA1521'FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86 AT WHY, TRAVEL SOUTH
 DA1521'ON HWY. 85 FOR 12.8 MILES TO MILE POST 65.5 AND A DIRT ROAD ON THE
 DA1521'RIGHT, WEST.  TURN RIGHT AND FOLLOW A TRACK ROAD WEST FOR 0.55
 DA1521'MILES TO AN OLD WELL AND A WATER TROUGH, FROM HERE, PACK SOUTH TO
 DA1521'HIGHEST POINT OF RIDGE AND THE STATION.  A 25 MINUTE PACK.
 DA1521'
 DA1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES ESE OF
 DA1521'AJO.
 DA1521'
 DA1521'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1521
 DA1521                          STATION RECOVERY (1997)
 DA1521
 DA1521'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0855 ***********************************************************************
 ET0855  DESIGNATION -  DEL PASCO
 ET0855  PID         -  ET0855
 ET0855  STATE/COUNTY-  AZ/YAVAPAI
 ET0855  USGS QUAD   -  CROWN KING (1969)
 ET0855
 ET0855                         *CURRENT SURVEY CONTROL
 ET0855  ___________________________________________________________________
 ET0855* NAD 83(1992)-  34 14 02.63664(N)    112 22 04.60356(W)     ADJUSTED  
 ET0855* NAVD 88     -      2326.1    (meters)    7632.     (feet)  VERTCON   
 ET0855  ___________________________________________________________________
 ET0855  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 ET0855  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 ET0855  HORZ ORDER  -  THIRD
 ET0855
 ET0855.The horizontal coordinates were established by classical geodetic methods
 ET0855.and adjusted by the National Geodetic Survey in August 1993.
 ET0855
 ET0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0855
 ET0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0855
 ET0855.The geoid height was determined by GEOID03.
 ET0855
 ET0855;                    North         East     Units Scale Factor Converg.
 ET0855;SPC AZ C     -   358,706.984   171,787.406   MT  0.99992130   -0 15 14.0
 ET0855;SPC AZ C     - 1,176,860.18    563,606.98   iFT  0.99992130   -0 15 14.0
 ET0855;UTM  12      - 3,788,955.392   374,016.320   MT  0.99979565   -0 46 10.8
 ET0855
 ET0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0855!SPC AZ C     -   0.99963927  x   0.99992130  =   0.99956060
 ET0855!UTM  12      -   0.99963927  x   0.99979565  =   0.99943499
 ET0855
 ET0855:                Primary Azimuth Mark                     Grid Az
 ET0855:SPC AZ C     -  FAITH                                    233 51 53.7
 ET0855:UTM  12      -  FAITH                                    234 22 50.5
 ET0855
 ET0855|---------------------------------------------------------------------|
 ET0855| PID    Reference Object                     Distance      Geod. Az  |
 ET0855|                                                           dddmmss.s |
 ET0855| ET0958 FAITH                               APPROX.38.5 KM 2333639.7 |
 ET0855|---------------------------------------------------------------------|
 ET0855
 ET0855                          SUPERSEDED SURVEY CONTROL
 ET0855
 ET0855  NAD 83(1986)-  34 14 02.64601(N)    112 22 04.59741(W) AD(       ) 3
 ET0855  NGVD 29 (05/08/89) 2325.2    (m)         7629.     (f) VERT ANG    3  
 ET0855
 ET0855.Superseded values are not recommended for survey control.
 ET0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0855.See file dsdata.txt to determine how the superseded data were derived.
 ET0855
 ET0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7401688955(NAD 83)
 ET0855_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ET0855_SETTING: 66 = SET IN ROCK OUTCROP
 ET0855_SP_SET: SET IN BEDROCK
 ET0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0855+STABILITY: POSITION/ELEVATION WELL
 ET0855
 ET0855  HISTORY     - Date     Condition        Report By
 ET0855  HISTORY     - 1902     MONUMENTED       USGS
 ET0855  HISTORY     - 1902     GOOD             USGS
 ET0855  HISTORY     - 20080817 GOOD             GEOCAC
 ET0855
 ET0855                          STATION DESCRIPTION
 ET0855
 ET0855'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0855'RECOVERED IN GOOD CONDITION.
 ET0855
 ET0855                          STATION RECOVERY (2008)
 ET0855
 ET0855'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0855'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AT THE SUMMIT OF TOWERS
 ET0855'MOUNTAIN, 16 FEET SOUTHWEST OF THE CENTER OF THE LOOKOUT TOWER
 ET0855'(ET0937).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0895 ***********************************************************************
 ET0895  DESIGNATION -  DEL RIO WATER TANK
 ET0895  PID         -  ET0895
 ET0895  STATE/COUNTY-  AZ/YAVAPAI
 ET0895  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0895
 ET0895                         *CURRENT SURVEY CONTROL
 ET0895  ___________________________________________________________________
 ET0895* NAD 83(1992)-  34 49 24.43671(N)    112 26 31.52716(W)     ADJUSTED  
 ET0895* NAVD 88     -              **(meters)            **(feet)            
 ET0895  ___________________________________________________________________
 ET0895  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 ET0895  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0895  HORZ ORDER  -  THIRD
 ET0895
 ET0895.The horizontal coordinates were established by classical geodetic methods
 ET0895.and adjusted by the National Geodetic Survey in August 1993.
 ET0895
 ET0895
 ET0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0895
 ET0895.The geoid height was determined by GEOID03.
 ET0895
 ET0895;                    North         East     Units Scale Factor Converg.
 ET0895;SPC AZ C     -   424,116.266   165,296.763   MT  0.99992846   -0 18 00.2
 ET0895;SPC AZ C     - 1,391,457.57    542,312.21   iFT  0.99992846   -0 18 00.2
 ET0895;UTM  12      - 3,854,413.007   368,119.923   MT  0.99981436   -0 49 25.0
 ET0895
 ET0895                          SUPERSEDED SURVEY CONTROL
 ET0895
 ET0895  NAD 83(1986)-  34 49 24.43385(N)    112 26 31.52518(W) AD(       ) 4
 ET0895  NAD 27      -  34 49 24.36000(N)    112 26 28.91000(W) AD(       ) 3
 ET0895
 ET0895.Superseded values are not recommended for survey control.
 ET0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0895.See file dsdata.txt to determine how the superseded data were derived.
 ET0895
 ET0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6812054413(NAD 83)
 ET0895_MARKER: 51 = TANK
 ET0895
 ET0895  HISTORY     - Date     Condition        Report By
 ET0895  HISTORY     - 1919     FIRST OBSERVED   CGS
 ET0895  HISTORY     - 1958     GOOD             CGS
 ET0895
 ET0895                          STATION DESCRIPTION
 ET0895
 ET0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 ET0895'NO PREVIOUS DESCRIPTION.  DESCRIPTION FOLLOWS.
 ET0895'
 ET0895'ABOUT 20 MILES NORTH OF PRESCOTT.  ONE HALF MILE EAST OF
 ET0895'HIGHWAY 89 AT PURO SIDING.  THE STATION IS A BLACK STANDPIPE
 ET0895'BELONGING TO THE A.T. AND S.F.R.R.  LOCAL PEOPLE CONTACTED
 ET0895'SAY THAT THE TANK HAS BEEN STANDING AS IS SINCE ABOUT 1900 A.D.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2229 ***********************************************************************
 DV2229  DESIGNATION -  DELL
 DV2229  PID         -  DV2229
 DV2229  STATE/COUNTY-  AZ/MARICOPA
 DV2229  USGS QUAD   -  WADDELL (1975)
 DV2229
 DV2229                         *CURRENT SURVEY CONTROL
 DV2229  ___________________________________________________________________
 DV2229* NAD 83(2007)-  33 35 43.12127(N)    112 25 06.90280(W)     NO CHECK  
 DV2229* NAVD 88     -       369.4    (meters)    1212.     (feet)  VERTCON   
 DV2229  ___________________________________________________________________
 DV2229  EPOCH DATE  -        2007.00
 DV2229  X           -  -2,028,321.533 (meters)                     COMP
 DV2229  Y           -  -4,916,549.973 (meters)                     COMP
 DV2229  Z           -   3,509,332.633 (meters)                     COMP
 DV2229  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DV2229  ELLIP HEIGHT-         339.516 (meters)          (02/10/07) NO CHECK
 DV2229  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV2229
 DV2229  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2229  Type    PID    Designation                      North   East  Ellip
 DV2229  -------------------------------------------------------------------
 DV2229  NETWORK DV2229 DELL                              4.33   5.63   5.27
 DV2229  -------------------------------------------------------------------
 DV2229
 DV2229.The horizontal coordinates were established by GPS observations
 DV2229.and adjusted by the National Geodetic Survey in February 2007.
 DV2229
 DV2229.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2229.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2229.No horizontal observational check was made to the station.
 DV2229.The horizontal coordinates are valid at the epoch date displayed above.
 DV2229.The epoch date for horizontal control is a decimal equivalence
 DV2229.of Year/Month/Day.
 DV2229
 DV2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2229
 DV2229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2229
 DV2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2229
 DV2229.The ellipsoidal height was determined by GPS observations
 DV2229.and is referenced to NAD 83.
 DV2229
 DV2229.The geoid height was determined by GEOID03.
 DV2229
 DV2229;                    North         East     Units Scale Factor Converg.
 DV2229;SPC AZ C     -   287,883.699   166,776.157   MT  0.99992674   -0 16 39.8
 DV2229;SPC AZ C     -   944,500.32    547,165.87   iFT  0.99992674   -0 16 39.8
 DV2229;UTM  12      - 3,718,188.124   368,373.613   MT  0.99981360   -0 47 06.2
 DV2229
 DV2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2229!SPC AZ C     -   0.99994670  x   0.99992674  =   0.99987345
 DV2229!UTM  12      -   0.99994670  x   0.99981360  =   0.99976031
 DV2229
 DV2229                          SUPERSEDED SURVEY CONTROL
 DV2229
 DV2229  ELLIP H (06/11/02)  339.554  (m)                       GP(       ) 4 2
 DV2229  NAD 83(1992)-  33 35 43.11956(N)    112 25 06.90243(W) AD(       ) 1
 DV2229  ELLIP H (08/23/93)  339.686  (m)                       GP(       ) 4 2
 DV2229  NAD 83(1986)-  33 35 43.11405(N)    112 25 06.90868(W) AD(       ) 1
 DV2229  NGVD 29 (09/11/89)  368.9    (m)         1210.     (f) GPS OBS     3  
 DV2229
 DV2229.Superseded values are not recommended for survey control.
 DV2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2229.See file dsdata.txt to determine how the superseded data were derived.
 DV2229
 DV2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6837418188(NAD 83)
 DV2229_MARKER: DD = SURVEY DISK
 DV2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2229+STABILITY: SURFACE MOTION
 DV2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2229+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 DV2229
 DV2229  HISTORY     - Date     Condition        Report By
 DV2229  HISTORY     - 1986     MONUMENTED       AZDT
 DV2229  HISTORY     - 20070308 GOOD             GEOCAC
 DV2229
 DV2229                          STATION DESCRIPTION
 DV2229
 DV2229'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2229'THE STATION IS LOCATED ABOUT 11.4 KM (7 MI) WEST OF YOUNGTOWN,
 DV2229'ARIZONA.
 DV2229'
 DV2229'TO REACH THE STATION FROM THE INTERSECTION OF COTTON LANE AND
 DV2229'CACTUS ROAD, GO EAST FOR 0.84 KM (0.52 MI) ON CACTUS ROAD TO THE
 DV2229'STATION ON THE LEFT.
 DV2229'
 DV2229'THE STATION IS A STANDARD AGS DISK
 DV2229'STAMPED---DELL 1986---,
 DV2229'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2229'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2229'1.07 METERS (3.5 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2229'1.07 METERS (3.5 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2229'8.23 METERS (27.0 FT) NORTH FROM THE CENTERLINE OF CACTUS ROAD,
 DV2229'29.57 METERS (97.0 FT) WEST FROM A FARM ROAD.
 DV2229'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2229'STAMPED---DELL 1986---,
 DV2229'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DV2229
 DV2229                          STATION RECOVERY (2007)
 DV2229
 DV2229'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0386 ***********************************************************************
 GQ0386  DESIGNATION -  DELLENBAUGH
 GQ0386  PID         -  GQ0386
 GQ0386  STATE/COUNTY-  AZ/MOHAVE
 GQ0386  USGS QUAD   -  MT DELLENBAUGH (1971)
 GQ0386
 GQ0386                         *CURRENT SURVEY CONTROL
 GQ0386  ___________________________________________________________________
 GQ0386* NAD 83(1992)-  36 06 31.09854(N)    113 32 26.71478(W)     ADJUSTED  
 GQ0386* NAVD 88     -      2156.6    (meters)    7075.     (feet)  VERTCON   
 GQ0386  ___________________________________________________________________
 GQ0386  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 GQ0386  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 GQ0386  HORZ ORDER  -  FIRST
 GQ0386
 GQ0386.The horizontal coordinates were established by classical geodetic methods
 GQ0386.and adjusted by the National Geodetic Survey in August 1993.
 GQ0386
 GQ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0386
 GQ0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0386
 GQ0386.The geoid height was determined by GEOID03.
 GQ0386
 GQ0386;                    North         East     Units Scale Factor Converg.
 GQ0386;SPC AZ W     -   566,605.372   232,199.228   MT  0.99993770   +0 07 23.9
 GQ0386;SPC AZ W     - 1,858,941.51    761,808.49   iFT  0.99993770   +0 07 23.9
 GQ0386;UTM  12      - 3,998,987.620   271,299.269   MT  1.00024451   -1 29 52.7
 GQ0386
 GQ0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0386!SPC AZ W     -   0.99966551  x   0.99993770  =   0.99960323
 GQ0386!UTM  12      -   0.99966551  x   1.00024451  =   0.99990993
 GQ0386
 GQ0386|---------------------------------------------------------------------|
 GQ0386| PID    Reference Object                     Distance      Geod. Az  |
 GQ0386|                                                           dddmmss.s |
 GQ0386| CH3030 DELLENBAUGH RM 1                     12.064 METERS 10501     |
 GQ0386| CH3031 DELLENBAUGH RM 2                      7.748 METERS 21759     |
 GQ0386| CH3032 DELLENBAUGH RM 3 AZIMUTH                           2864907.3 |
 GQ0386|---------------------------------------------------------------------|
 GQ0386
 GQ0386                          SUPERSEDED SURVEY CONTROL
 GQ0386
 GQ0386  NAD 83(1986)-  36 06 31.09152(N)    113 32 26.71347(W) AD(       ) 1
 GQ0386  NAD 27      -  36 06 31.14600(N)    113 32 23.94000(W) AD(       ) 1
 GQ0386  NGVD 29 (07/19/86) 2155.7    (m)         7072.     (f) VERT ANG    3  
 GQ0386
 GQ0386.Superseded values are not recommended for survey control.
 GQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0386.See file dsdata.txt to determine how the superseded data were derived.
 GQ0386
 GQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7129998988(NAD 83)
 GQ0386_MARKER: DS = TRIANGULATION STATION DISK
 GQ0386_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0386
 GQ0386  HISTORY     - Date     Condition        Report By
 GQ0386  HISTORY     - 1934     MONUMENTED       CGS
 GQ0386  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GQ0386  HISTORY     - 1972     GOOD             AZHD
 GQ0386
 GQ0386                          STATION DESCRIPTION
 GQ0386
 GQ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0386'STATION IS LOCATED ABOUT 11 MILES (AIR LINE), N OF THE RIM OF THE
 GQ0386'GRAND CANYON AND 3 MILES (AIR LINE), S OF THE OAK GROVE RANCH
 GQ0386'AND 4 MILES E OF TWIN SPRING ON THE HIGHEST POINT IN THAT
 GQ0386'VICINITY.
 GQ0386'
 GQ0386'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0386'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0386'
 GQ0386'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/4 MILE W IN LARGE
 GQ0386'BOULDER ALONG RIDGE.
 GQ0386'
 GQ0386'REACHED FROM ST. GEORGE, UTAH, AS FOLLOWS--GO S 10 MILES
 GQ0386'TO LITTLE ARIZONA, THEN S 20 MILES TO WOLF HOLE.  CONTINUE
 GQ0386'S 0.1 MILE, TAKE LEFT FORK, GO 3.2 MILES, TAKE RIGHT FORK AS
 GQ0386'PER SIGN PARASHANT, GO 10.0 MILES, TAKE TWO LEFT FORKS, GO 1.1
 GQ0386'MILES, TAKE RIGHT THEN LEFT FORK TURNING S UP A WASH, GO 8.2
 GQ0386'MILES, KEEP STRAIGHT AHEAD AT CROSSROADS, GO 5.0 MILES, TAKE RIGHT
 GQ0386'FORK, GO 0.5 MILE, GO 4.0 MILES, TAKE RIGHT FORK, GO 4.2 MILES,
 GQ0386'TAKE LEFT FORK, GO 3.6 MILES, PASS THROUGH GATE, GO 2.2
 GQ0386'MILES, PASS THROUGH GATE, GO 0.5 MILE, TAKE RIGHT FORK, GO
 GQ0386'1.0 MILE, TAKE LEFT FORK, GO 5.4 MILES, PASS THROUGH GATE, GO 1.2
 GQ0386'MILES TO THE OAK GROVE RANCH.  PASS TO THE E OF RANCH
 GQ0386'HOUSE AND THROUGH GATE, GO 2.6 MILES, TAKE LEFT FORK, GO 0.4
 GQ0386'MILE, TAKE RIGHT FORK, GO 0.8 MILE TO A RESERVOIR THEN 0.3
 GQ0386'MILE TO A CORRAL.  FROM HERE THE PEAK APPEARS TO THE SW.  GO
 GQ0386'ACROSS COUNTRY TOWARD THE PEAK AS FAR AS POSSIBLE TO THE END
 GQ0386'OF TRUCK TRAVEL.  FROM HERE CONTINUE ON FOOT TOWARDS THE PEAK
 GQ0386'TO ITS SUMMIT AND THE STATION.
 GQ0386
 GQ0386                          STATION RECOVERY (1953)
 GQ0386
 GQ0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0386'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GQ0386'SOME OF THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GQ0386'DID NOT COINCIDE WITH THE ORIGINAL DESCRIPTION AND WERE RECHECKED
 GQ0386'IN THE FIELD AND THE CURRENT DATA DEEMED CORRECT.  THE ORIGINAL
 GQ0386'DESCRIPTION OF THE ROUTE TO THE STATION IS OBSOLETE.  A COMPLETE
 GQ0386'AND CORRECTED DESCRIPTION FOLLOWS.
 GQ0386'
 GQ0386'THE STATION IS ON THE HIGHEST, SHARPEST, AND MOST PROMINENT
 GQ0386'PEAK IN THE VICINITY.  IT IS ABOUT 69 MILES SOUTH OF ST. GEORGE
 GQ0386'(UTAH), 12 MILES NORTHWEST OF THE COLORADO RIVER, AND 10 MILES
 GQ0386'SOUTH OF THE WARING RANCH.
 GQ0386'
 GQ0386'THE STATION CAN BE REACHED FROM THE POST OFFICE IN ST. GEORGE
 GQ0386'(UTAH) BY GOING EAST FOR 0.7 MILE TO THE NORTHEAST CORNER OF A
 GQ0386'CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST ON THE PAVED ROAD
 GQ0386'FOR 2.1 MILES TO A FORK ON THE SOUTH SIDE OF THE VIRGIN RIVER.
 GQ0386'TAKE THE RIGHT FORK, SOUTHERLY, FOR 1.4 MILES TO A FORK.  TAKE
 GQ0386'THE RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD, SOUTH AND
 GQ0386'SOUTHWEST, FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK AND
 GQ0386'CONTINUE ON THE MAIN ROAD, SOUTHERLY, FOR 23.5 MILES TO A
 GQ0386'CABIN AND CORRALS ON THE RIGHT (WOLF HOLE).  CONTINUE FOR 0.5
 GQ0386'MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GQ0386'ROAD FOR 2.6 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 GQ0386'THE MAIN ROAD EAST AND SOUTH FOR 15.8 MILES TO A FORK.  TAKE
 GQ0386'THE RIGHT FORK, SOUTHWEST, FOR 2.6 MILES.  AGAIN TAKE THE
 GQ0386'RIGHT FORK AND GO SOUTHWEST FOR 4.6 MILES TO A FORK.  TAKE
 GQ0386'THE RIGHT FORK AND GO WEST AND SOUTHWEST FOR 10.6 MILES TO A
 GQ0386'FORK.  TAKE THE RIGHT FORK AND GO WEST AND SOUTH ON THE MAIN
 GQ0386'ROAD FOR 8.1 MILES TO A CATTLE GUARD.  CROSS THE CATTLE
 GQ0386'GUARD AND CONTINUE ON THE MAIN ROAD, PASSING THROUGH SEVERAL
 GQ0386'GATES, FOR 11.5 MILES TO A FORK.  TAKE THE LEFT FORK FOR 3.5
 GQ0386'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 GQ0386'2.6 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.4 MILE TO A
 GQ0386'TRACK ROAD INTERSECTING FROM THE RIGHT, JUST AFTER CROSSING A
 GQ0386'WASH.  TURN SHARP RIGHT AND FOLLOW THE TRACK ROAD FOR 0.4
 GQ0386'MILE.  TURN OFF THE ROAD AT THIS POINT AND DRIVE WESTERLY
 GQ0386'AND SOUTHWESTERLY AS FAR AS PRACTICABLE TOWARD THE STATION,
 GQ0386'THEN CONTINUE IN THE SAME DIRECTION ON FOOT TO THE HIGHEST
 GQ0386'POINT AND STATION.  THIS IS ABOUT A 1 HOUR PACK.
 GQ0386'
 GQ0386'THE STATION MARK, STAMPED DELLENBAUGH 1934, IS A STANDARD DISK
 GQ0386'THAT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 GQ0386'ABOUT 8 INCHES ABOVE THE SURFACE.  IT IS ABOUT 15 FEET SOUTH OF
 GQ0386'THE HIGHEST POINT OF THE KNOB.
 GQ0386'
 GQ0386'REFERENCE MARK 1, STAMPED DELLENBAUGH NO 1 1934, IS A STANDARD
 GQ0386'DISK THAT IS SET IN A DRILL HOLE BEDROCK WHICH PROJECTS ABOUT
 GQ0386'2-1/2 FEET AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 GQ0386'STATION.
 GQ0386'
 GQ0386'REFERENCE MARK 2, STAMPED DELLENBAUGH NO 2 1934, IS A STANDARD
 GQ0386'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 GQ0386'ABOUT 4-1/2 FEET.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0386'
 GQ0386'REFERENCE MARK 3 (AZIMUTH MARK), STAMPED DELLENBAUGH NO 3 1934,
 GQ0386'IS A STANDARD DISK THAT IS SET IN A DRILL HOLE IN A SHARP
 GQ0386'BOULDER ALONG THE TOP OF THE RIDGE WEST OF THE STATION.
 GQ0386'
 GQ0386'HEIGHT OF STAND--1.33 METERS
 GQ0386
 GQ0386                          STATION RECOVERY (1972)
 GQ0386
 GQ0386'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0386'GENERAL LOCATION ABOUT 11 MILES (AIRLINE) N OF THE RIM OF
 GQ0386'THE GRAND CANYON AND ABOUT 3 MILES (AIR LINE) S OF THE OAK GROVE
 GQ0386'RANCH
 GQ0386'
 GQ0386'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0386'
 GQ0386'STATION MARK STD USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 GQ0386'STAMPED DELLENBAUGH 1934
 GQ0386'
 GQ0386'REFERENCE MARKS NO 1 AND NOT 2 SET IN DRILL HOLES IN BEDROCK
 GQ0386'AND STAMPED DELLENBAUGH NO 1 AND NO 2 1934 RESPECTIVELY
 GQ0386'
 GQ0386'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1376 ***********************************************************************
 DU1376  DESIGNATION -  DELMON AND BUSH
 DU1376  PID         -  DU1376
 DU1376  STATE/COUNTY-  AZ/MARICOPA
 DU1376  USGS QUAD   -  BUCKHORN (1982)
 DU1376
 DU1376                         *CURRENT SURVEY CONTROL
 DU1376  ___________________________________________________________________
 DU1376* NAD 83(1986)-  33 27 21.     (N)    111 41 02.     (W)     SCALED    
 DU1376* NAVD 88     -       467.01   (+/-2cm)    1532.2    (feet)  VERTCON   
 DU1376  ___________________________________________________________________
 DU1376  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU1376  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1376
 DU1376.The horizontal coordinates were scaled from a topographic map and have
 DU1376.an estimated accuracy of +/- 6 seconds.
 DU1376
 DU1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1376.The vertical order pertains to the NGVD 29 superseded value.
 DU1376
 DU1376.The geoid height was determined by GEOID03.
 DU1376
 DU1376;                    North         East    Units  Estimated Accuracy
 DU1376;SPC AZ C     -   272,330.      235,000.      MT  (+/- 180 meters Scaled)
 DU1376
 DU1376                          SUPERSEDED SURVEY CONTROL
 DU1376
 DU1376  NGVD 29 (??/??/92)  466.446  (m)         1530.33   (f) ADJ UNCH    1 1
 DU1376
 DU1376.Superseded values are not recommended for survey control.
 DU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1376.See file dsdata.txt to determine how the superseded data were derived.
 DU1376
 DU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364020(NAD 83)
 DU1376_MARKER: DD = SURVEY DISK
 DU1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1376_SP_SET: HIGHWAY
 DU1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1376
 DU1376  HISTORY     - Date     Condition        Report By
 DU1376  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1376  HISTORY     - 1975     GOOD             NGS
 DU1376  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1376
 DU1376                          STATION DESCRIPTION
 DU1376
 DU1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1376'11.5 MI NE FROM MESA.
 DU1376'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1376'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 2.5 MILES NORTH ALONG BUSH
 DU1376'HIGHWAY TO MCKELLIPS RD., CONTINUE NORTH ALONG BUSH HIGHWAY FOR 0.3
 DU1376'MILE TO THE MARK SET IN CENTERLINE OF BUSH HIGHWAY AND DELMON DRIVE,
 DU1376'FLUSH WITH THE SURFACE OF HIGHWAY.  SECTION 1, T 1N, R 6E.
 DU1376
 DU1376                          STATION RECOVERY (2008)
 DU1376
 DU1376'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1376'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1376'MARK. THERE IS NO MARK VISIBLE ABOVE THE PAVEMENT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1114 ***********************************************************************
 ET1114  DESIGNATION -  DELUGE
 ET1114  PID         -  ET1114
 ET1114  STATE/COUNTY-  AZ/MOHAVE
 ET1114  USGS QUAD   -  HIBERNIA PEAK (1972)
 ET1114
 ET1114                         *CURRENT SURVEY CONTROL
 ET1114  ___________________________________________________________________
 ET1114* NAD 83(1992)-  34 53 07.92048(N)    113 45 38.72869(W)     ADJUSTED  
 ET1114* NAVD 88     -      1339.5    (meters)    4395.     (feet)  VERTCON   
 ET1114  ___________________________________________________________________
 ET1114  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 ET1114  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ET1114  HORZ ORDER  -  SECOND
 ET1114
 ET1114.The horizontal coordinates were established by classical geodetic methods
 ET1114.and adjusted by the National Geodetic Survey in August 1993.
 ET1114
 ET1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1114
 ET1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1114
 ET1114.The geoid height was determined by GEOID03.
 ET1114
 ET1114;                    North         East     Units Scale Factor Converg.
 ET1114;SPC AZ W     -   430,891.040   212,376.625   MT  0.99993335   -0 00 22.2
 ET1114;SPC AZ W     - 1,413,684.51    696,773.70   iFT  0.99993335   -0 00 22.2
 ET1114;UTM  12      - 3,863,827.488   247,691.912   MT  1.00038467   -1 34 47.3
 ET1114
 ET1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1114!SPC AZ W     -   0.99979427  x   0.99993335  =   0.99972763
 ET1114!UTM  12      -   0.99979427  x   1.00038467  =   1.00017886
 ET1114
 ET1114|---------------------------------------------------------------------|
 ET1114| PID    Reference Object                     Distance      Geod. Az  |
 ET1114|                                                           dddmmss.s |
 ET1114| CH3034 DELUGE RM 1                           8.248 METERS 04240     |
 ET1114| CH3033 DELUGE AZ MK                                       1284028.4 |
 ET1114| ET1116 DIAMOND JOE PEAK                    APPROX. 5.4 KM 1761956.3 |
 ET1114| CH3035 DELUGE RM 2                           3.220 METERS 31148     |
 ET1114|---------------------------------------------------------------------|
 ET1114
 ET1114                          SUPERSEDED SURVEY CONTROL
 ET1114
 ET1114  NAD 83(1986)-  34 53 07.92164(N)    113 45 38.73518(W) AD(       ) 2
 ET1114  NAD 27      -  34 53 07.88700(N)    113 45 35.94100(W) AD(       ) 2
 ET1114  NGVD 29 (07/19/86) 1338.6    (m)         4392.     (f) VERT ANG    3  
 ET1114
 ET1114.Superseded values are not recommended for survey control.
 ET1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1114.See file dsdata.txt to determine how the superseded data were derived.
 ET1114
 ET1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4769263827(NAD 83)
 ET1114_MARKER: DS = TRIANGULATION STATION DISK
 ET1114_SETTING: 66 = SET IN ROCK OUTCROP
 ET1114
 ET1114  HISTORY     - Date     Condition        Report By
 ET1114  HISTORY     - 1950     MONUMENTED       CGS
 ET1114  HISTORY     - 1955     GOOD             CGS
 ET1114  HISTORY     - 1960     GOOD             CGS
 ET1114  HISTORY     - 1968     GOOD             AMS
 ET1114  HISTORY     - 1979     GOOD             AZDT
 ET1114
 ET1114                          STATION DESCRIPTION
 ET1114
 ET1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1114'THE STATION IS LOCATED ABOUT 26 MILES (AIRLINE) SOUTHEAST OF
 ET1114'KINGMAN, ABOUT 13 MILES (AIRLINE) NORTHWEST OF WIKIEUP, ON A
 ET1114'LOW HILL ON ONE OF THE RIDGES EXTENDING DOWN THE EASTERN SLOPE
 ET1114'OF THE HUALPAI MOUNTAIN RANGE, ABOUT MIDWAY BETWEEN CANE CREEK
 ET1114'AND DELUGE CREEK.  THE HILL IS COVERED WITH BROKEN LEDGE ROCK.
 ET1114'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A SMALL
 ET1114'MASS OF LEDGE ROCK, PROJECTING ABOUT 6 INCHES.  STAMPED DELUGE
 ET1114'1948.
 ET1114'
 ET1114'R.M. 1 IS NORTHEAST OF THE STATION AND ABOUT 4 FEET LOWER THAN
 ET1114'THE STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 ET1114'HOLE IN THE TOP OF A SMALL LEDGE ROCK, PROJECTING ABOUT 4
 ET1114'INCHES.  STAMPED DELUGE NO 1 1948.
 ET1114'
 ET1114'R.M. 2 IS NORTHWEST OF THE STATION AND ABOUT 2 FEET LOWER THAN
 ET1114'THE STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 ET1114'HOLE IN THE TOP OF A SMALL LEDGE ROCK, PROJECTING ABOUT 2
 ET1114'INCHES.  STAMPED DELUGE NO 2 1948.
 ET1114'
 ET1114'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, IN A LARGE
 ET1114'BOULDER ABOUT 5 FEET IN DIAMETER AND PROJECTING ABOUT 6 FEET
 ET1114'ABOVE THE GROUND, 30 FEET NORTH OF THE CENTER LINE OF ROAD
 ET1114'AND 11.5 FEET NORTH OF AN EAST-AND-WEST FENCE.  THE MARK IS
 ET1114'A STANDARD DISK CEMENTED IN A DRILL IN TOP OF THE BOULDER.
 ET1114'STAMPED DELUGE 1948.
 ET1114'
 ET1114'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN, GO
 ET1114'NORTHEAST ON U.S. HIGHWAY 66 FOR 1.8 MILES TO CROSSROAD.
 ET1114'TURN RIGHT, CROSS RAILROAD TRACKS AND GO 0.3 MILE TO FORK AND
 ET1114'SIGN (SANDY ROUTE), KEEP LEFT FORK MAIN GRADED ROAD, GO 24.1
 ET1114'MILES (KEEPING ALL LEFT FORKS) TO THE JUNCTION WITH HACKBERRY AND
 ET1114'KINGMAN ROAD AND SIGN READING SAME, KEEP RIGHT AND CONTINUE
 ET1114'ON THE MAIN GRADED ROAD 16.0 MILES TO THE TROUT CREEK STORE.
 ET1114'CONTINUE 1.7 MILES TO FORK.  KEEP RIGHT FORK, GO 0.7 MILE TO
 ET1114'A BLADED ROAD RIGHT.  TURN RIGHT, GO 5.8 MILES TO FORK.  KEEP
 ET1114'RIGHT, MAIN TRAVELED ROAD, GO 2.3 MILES TO THE AZIMUTH MARK
 ET1114'ON THE RIGHT.  CONTINUE 0.35 MILE TO A SMALL WIRE GATE ON
 ET1114'THE RIGHT.  THIS IS END OF TRUCK TRAVEL.  PACK NORTH AND
 ET1114'EASTERLY TO THE HIGHEST PART OF THE HILL AND THE STATION.
 ET1114'
 ET1114'(A 15 MINUTE PACK.)
 ET1114'
 ET1114'ALL MARKS WERE PLACED IN 1948 BUT THE STATION WAS NOT OCCUPIED
 ET1114'UNTIL 1950 HENCE THE 1948 DATE ON THE DISKS.
 ET1114
 ET1114                          STATION RECOVERY (1955)
 ET1114
 ET1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1114'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 ET1114'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE, EXCEPT
 ET1114'THAT DIRECTIONS FOR REACHING THE STATION HAVE CHANGED.  NEW
 ET1114'DIRECTIONS FOLLOW--
 ET1114'
 ET1114'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, GO NORTH
 ET1114'ON STATE ROUTE NO. 93 TO A ROAD LEFT AND A GATE.  PASS THROUGH
 ET1114'THE GATE AND GO 5.5 MILES ON THE BLADED ROAD TO A FORK.
 ET1114'BEAR RIGHT AND GO 2.3 MILES TO THE AZIMUTH MARK.  CONTINUE
 ET1114'FOR 0.35 MILES TO A SMALL WIRE GATE IN A FENCE.  LEAVE TRUCK
 ET1114'AND PACK NORTH AND EAST TO TOP OF HILL AND THE STATION.
 ET1114
 ET1114                          STATION RECOVERY (1960)
 ET1114
 ET1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 ET1114'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 ET1114'CONDITION.
 ET1114'
 ET1114'A NEW TO REACH FOLLOWS.
 ET1114'
 ET1114'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 ET1114'HIGHWAY 93 AT THE EAST EDGE OF KINGMAN, GO SOUTH ON STATE
 ET1114'HIGHWAY 93 FOR 37.9 MILES TO A SIGN BIG SANDY HEREFORD RANCH,
 ET1114'CONTINUE SOUTH FOR 2.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 ET1114'WEST, PASSING THROUGH TWO GATES FOR 5.65 MILES TO A FORK, KEEP
 ET1114'RIGHT FORK AND GO 2.55 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 ET1114'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GATE ON THE RIGHT,
 ET1114'TURN RIGHT, PASSING THROUGH THE GATE, AND GO NORTH AND
 ET1114'EASTERLY, CROSS-COUNTRY, FOR ABOUT 1.2 MILES TO THE HIGHEST
 ET1114'PART OF THE HILL AND THE STATION.
 ET1114'
 ET1114'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED.
 ET1114
 ET1114                          STATION RECOVERY (1968)
 ET1114
 ET1114'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 ET1114'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE
 ET1114'IN GOOD CONDITION.
 ET1114'
 ET1114'DISTANCES AND DIRECTIONS TO R.M.S WERE CHECKED SATISFACTORILY.
 ET1114
 ET1114                          STATION RECOVERY (1979)
 ET1114
 ET1114'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1114'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 ET1114'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 ET1114'FOLLOWS.
 ET1114'
 ET1114'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH
 ET1114'ALONG U.S. HIGHWAY 93 FOR 10.8 MILES TO A BLADED ROAD ON THE LEFT.
 ET1114'TURN LEFT AND FOLLOW BLADED ROAD FOR 3.0 MILES TO A FORK.  TAKE LEFT
 ET1114'FORK AND CONTINUE FOR 2.7 MILES TO A ROAD LEFT, CONTINUE STRAIGHT
 ET1114'AHEAD FOR 2.3 MILES TO THE AZIMUTH MARK ON A LARGE BOULDER ON THE
 ET1114'RIGHT OF THE TRAIL, CONTINUE 0.4 MILE TO A WIRE GATE WHICH IS AT THE
 ET1114'END OF TRUCK TRAVEL AT BOTTOM OF A SMALL HILL.  PACK NORTH AND EAST TO
 ET1114'TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1837 ***********************************************************************
 DV1837  DESIGNATION -  DENDORA
 DV1837  PID         -  DV1837
 DV1837  STATE/COUNTY-  AZ/MARICOPA
 DV1837  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1837
 DV1837                         *CURRENT SURVEY CONTROL
 DV1837  ___________________________________________________________________
 DV1837* NAD 83(1992)-  33 09 22.99836(N)    113 04 33.87464(W)     ADJUSTED  
 DV1837* NAVD 88     -       217.32   (+/-2cm)     713.0    (feet)  VERTCON   
 DV1837  ___________________________________________________________________
 DV1837  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DV1837  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DV1837  HORZ ORDER  -  THIRD
 DV1837  VERT ORDER  -  THIRD ? (See Below)
 DV1837
 DV1837.The horizontal coordinates were established by classical geodetic methods
 DV1837.and adjusted by the National Geodetic Survey in August 1993.
 DV1837
 DV1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1837.The vertical order pertains to the NGVD 29 superseded value.
 DV1837
 DV1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1837
 DV1837.The geoid height was determined by GEOID03.
 DV1837
 DV1837;                    North         East     Units Scale Factor Converg.
 DV1837;SPC AZ C     -   239,692.722   105,208.825   MT  1.00004417   -0 38 03.0
 DV1837;SPC AZ C     -   786,393.44    345,173.31   iFT  1.00004417   -0 38 03.0
 DV1837;UTM  12      - 3,670,543.369   306,387.315   MT  1.00006220   -1 08 08.9
 DV1837
 DV1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1837!SPC AZ C     -   0.99997080  x   1.00004417  =   1.00001497
 DV1837!UTM  12      -   0.99997080  x   1.00006220  =   1.00003300
 DV1837
 DV1837|---------------------------------------------------------------------|
 DV1837| PID    Reference Object                     Distance      Geod. Az  |
 DV1837|                                                           dddmmss.s |
 DV1837| DV1846 DENDORA RM 2                         11.110 METERS 08430     |
 DV1837| DV1920 MONTE                               APPROX.10.4 KM 2581341.6 |
 DV1837| DV1845 DENDORA RM 1                         10.590 METERS 34727     |
 DV1837|---------------------------------------------------------------------|
 DV1837
 DV1837                          SUPERSEDED SURVEY CONTROL
 DV1837
 DV1837  NAD 83(1986)-  33 09 22.99099(N)    113 04 33.88119(W) AD(       ) 3
 DV1837  NGVD 29 (12/08/88)  216.72   (m)          711.0    (f) LEVELING    3  
 DV1837
 DV1837.Superseded values are not recommended for survey control.
 DV1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1837.See file dsdata.txt to determine how the superseded data were derived.
 DV1837
 DV1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0638770543(NAD 83)
 DV1837_MARKER: DS = TRIANGULATION STATION DISK
 DV1837_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1837
 DV1837  HISTORY     - Date     Condition        Report By
 DV1837  HISTORY     - 1949     MONUMENTED       USGS
 DV1837  HISTORY     - 1973     GOOD             USGS
 DV1837
 DV1837                          STATION DESCRIPTION
 DV1837
 DV1837'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1837'LOCATED ABOUT 23.0 MI NW. OF GILA BEND, 0.5 MI E. OF WATER TANK
 DV1837'AT SADDLE MAINTENANCE STATION ON SOUTHERN PACIFIC RR.  ON BENCH
 DV1837'BETWEEN TWO SMALL N.-S. DRAINS.
 DV1837'
 DV1837'NO TO REACH GIVEN.
 DV1837'
 DV1837'STATION MARK--STANDARD TABLET STAMPED---DENDORA 1949---, IN
 DV1837'CONCRETE POST.
 DV1837'
 DV1837'RM 1--STANDARD RM TABLET STAMPED---DENDORA NO 1 1949---, IN
 DV1837'CONCRETE POST.
 DV1837'
 DV1837'RM 2--STANDARD RM TABLET STAMPED---DENDORA NO 2 1949---, IN
 DV1837'CONCRETE POST.
 DV1837
 DV1837                          STATION RECOVERY (1973)
 DV1837
 DV1837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1837'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0061 ***********************************************************************
 FQ0061  DESIGNATION -  DENNISON
 FQ0061  PID         -  FQ0061
 FQ0061  STATE/COUNTY-  AZ/COCONINO
 FQ0061  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0061
 FQ0061                         *CURRENT SURVEY CONTROL
 FQ0061  ___________________________________________________________________
 FQ0061* NAD 83(1992)-  35 05 26.98306(N)    110 54 10.32832(W)     ADJUSTED  
 FQ0061* NAVD 88     -      1532.016  (meters)    5026.29   (feet)  ADJUSTED  
 FQ0061  ___________________________________________________________________
 FQ0061  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FQ0061  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0061  DYNAMIC HT  -        1529.978 (meters)    5019.60  (feet)  COMP
 FQ0061  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 FQ0061
 FQ0061  HORZ ORDER  -  SECOND
 FQ0061  VERT ORDER  -  SECOND    CLASS 0
 FQ0061
 FQ0061.The horizontal coordinates were established by classical geodetic methods
 FQ0061.and adjusted by the National Geodetic Survey in August 1993.
 FQ0061
 FQ0061.The orthometric height was determined by differential leveling
 FQ0061.and adjusted in June 1991.
 FQ0061
 FQ0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0061
 FQ0061.The geoid height was determined by GEOID03.
 FQ0061
 FQ0061.The dynamic height is computed by dividing the NAVD 88
 FQ0061.geopotential number by the normal gravity value computed on the
 FQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0061.degrees latitude (g = 980.6199 gals.).
 FQ0061
 FQ0061.The modeled gravity was interpolated from observed gravity values.
 FQ0061
 FQ0061;                    North         East     Units Scale Factor Converg.
 FQ0061;SPC AZ C     -   454,120.027   305,797.758   MT  1.00000528   +0 34 58.3
 FQ0061;SPC AZ C     - 1,489,895.10  1,003,273.48   iFT  1.00000528   +0 34 58.3
 FQ0061;UTM  12      - 3,883,120.004   508,853.563   MT  0.99960097   +0 03 21.0
 FQ0061
 FQ0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0061!SPC AZ C     -   0.99976337  x   1.00000528  =   0.99976865
 FQ0061!UTM  12      -   0.99976337  x   0.99960097  =   0.99936444
 FQ0061
 FQ0061|---------------------------------------------------------------------|
 FQ0061| PID    Reference Object                     Distance      Geod. Az  |
 FQ0061|                                                           dddmmss.s |
 FQ0061| FQ0060 DENNISON RM 1                         5.965 METERS 20939     |
 FQ0061| FQ0595 EAST                                APPROX.12.7 KM 2344534.0 |
 FQ0061| FQ0062 DENNISON RM 2                         8.105 METERS 28244     |
 FQ0061|---------------------------------------------------------------------|
 FQ0061
 FQ0061                          SUPERSEDED SURVEY CONTROL
 FQ0061
 FQ0061  NAD 83(1986)-  35 05 26.97675(N)    110 54 10.33087(W) AD(       ) 2
 FQ0061  NAD 27      -  35 05 26.92000(N)    110 54 07.82600(W) AD(       ) 2
 FQ0061  NGVD 29 (??/??/92) 1531.225  (m)         5023.69   (f) ADJ UNCH    2 0
 FQ0061
 FQ0061.Superseded values are not recommended for survey control.
 FQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0061.See file dsdata.txt to determine how the superseded data were derived.
 FQ0061
 FQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0885483120(NAD 83)
 FQ0061_MARKER: DS = TRIANGULATION STATION DISK
 FQ0061_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0061_SP_SET: BEDROCK
 FQ0061_STAMPING: DENNISON 1958
 FQ0061_MARK LOGO: CGS   
 FQ0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0061+STABILITY: POSITION/ELEVATION WELL
 FQ0061
 FQ0061  HISTORY     - Date     Condition        Report By
 FQ0061  HISTORY     - 1958     MONUMENTED       CGS
 FQ0061  HISTORY     - 1958     GOOD             CGS
 FQ0061  HISTORY     - 1983     GOOD             NGS
 FQ0061
 FQ0061                          STATION DESCRIPTION
 FQ0061
 FQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0061'THE STATION IS LOCATED ON THE TOP AND NEAR THE SOUTHEAST END
 FQ0061'OF A BARE FLAT RIDGE THAT IS ABOUT 12 MILES WEST OF WINSLOW AND
 FQ0061'0.2 MILE NORTH OF THE SANTA FE RAILROAD SIDING AT DENNISON.
 FQ0061'
 FQ0061'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0061'ON U.S. HIGHWAY 66 FOR 11.9 MILES TO THE DENNISON RAILROAD
 FQ0061'SIDING ON THE LEFT AND A HIGHWAY REST STOP ON THE RIGHT, TURN
 FQ0061'RIGHT, NORTH, PASS THROUGH A WIRE GATE AND GO NORTHERLY FOR
 FQ0061'0.2 MILE TO THE TOP OF A RIDGE AND THE STATION JUST EAST OF A
 FQ0061'POWERLINE.
 FQ0061'
 FQ0061'THE STATION MARK, STAMPED DENNISON 1958, IS A STANDARD DISK
 FQ0061'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 6 INCHES UNDERGROUND
 FQ0061'AND 19 FEET EAST OF A POWER POLE AND WITNESS SIGN.
 FQ0061'
 FQ0061'REFERENCE MARK NO. 1, STAMPED DENNISON NO 1 1958, IS A
 FQ0061'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS
 FQ0061'28 FEET SOUTHEAST OF A POWER POLE AND WITNESS SIGN.
 FQ0061'
 FQ0061'REFERENCE MARK NO. 2, STAMPED DENNISON NO 2 1958, IS A
 FQ0061'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH
 FQ0061'THE SURFACE OF THE GROUND AND 11 FEET SOUTHWEST OF A POWER
 FQ0061'POLE AND WITNESS SIGN.
 FQ0061
 FQ0061                          STATION RECOVERY (1958)
 FQ0061
 FQ0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0061'11.9 MI W FROM WINSLOW.
 FQ0061'11.9 MILES WEST ON U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW, TO
 FQ0061'THE DENNISON RAILROAD SIDING ON THE SOUTH AND A HIGHWAY REST STOP ON
 FQ0061'THE NORTH, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD TO THE TOP OF A
 FQ0061'SMALL RIDGE, 19 FEET EAST OF A POWER POLE AND WITNESS SIGN NAILED TO
 FQ0061'IT, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 6 INCHES BELOW THE
 FQ0061'SURFACE OF THE GROUND.
 FQ0061
 FQ0061                          STATION RECOVERY (1983)
 FQ0061
 FQ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0060 ***********************************************************************
 FQ0060  DESIGNATION -  DENNISON RM 1
 FQ0060  PID         -  FQ0060
 FQ0060  STATE/COUNTY-  AZ/COCONINO
 FQ0060  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0060
 FQ0060                         *CURRENT SURVEY CONTROL
 FQ0060  ___________________________________________________________________
 FQ0060* NAD 83(1986)-  35 05 26.     (N)    110 54 11.     (W)     SCALED    
 FQ0060* NAVD 88     -      1532.122  (meters)    5026.64   (feet)  ADJUSTED  
 FQ0060  ___________________________________________________________________
 FQ0060  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0060  DYNAMIC HT  -        1530.084 (meters)    5019.95  (feet)  COMP
 FQ0060  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 FQ0060
 FQ0060  VERT ORDER  -  SECOND    CLASS 0
 FQ0060
 FQ0060.The horizontal coordinates were scaled from a topographic map and have
 FQ0060.an estimated accuracy of +/- 6 seconds.
 FQ0060
 FQ0060.The orthometric height was determined by differential leveling
 FQ0060.and adjusted in June 1991.
 FQ0060
 FQ0060.The geoid height was determined by GEOID03.
 FQ0060
 FQ0060.The dynamic height is computed by dividing the NAVD 88
 FQ0060.geopotential number by the normal gravity value computed on the
 FQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0060.degrees latitude (g = 980.6199 gals.).
 FQ0060
 FQ0060.The modeled gravity was interpolated from observed gravity values.
 FQ0060
 FQ0060;                    North         East    Units  Estimated Accuracy
 FQ0060;SPC AZ C     -   454,090.      305,780.      MT  (+/- 180 meters Scaled)
 FQ0060
 FQ0060                          SUPERSEDED SURVEY CONTROL
 FQ0060
 FQ0060  NGVD 29 (??/??/92) 1531.331  (m)         5024.04   (f) ADJ UNCH    2 0
 FQ0060
 FQ0060.Superseded values are not recommended for survey control.
 FQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0060.See file dsdata.txt to determine how the superseded data were derived.
 FQ0060
 FQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD088830(NAD 83)
 FQ0060_MARKER: DR = REFERENCE MARK DISK
 FQ0060_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0060_SP_SET: BEDROCK
 FQ0060_STAMPING: DENNISON NO 1 1958
 FQ0060_MARK LOGO: CGS   
 FQ0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0060+STABILITY: POSITION/ELEVATION WELL
 FQ0060
 FQ0060  HISTORY     - Date     Condition        Report By
 FQ0060  HISTORY     - 1958     MONUMENTED       CGS
 FQ0060  HISTORY     - 1983     GOOD             NGS
 FQ0060
 FQ0060                          STATION DESCRIPTION
 FQ0060
 FQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0060'11.9 MI W FROM WINSLOW.
 FQ0060'11.9 MILES WEST ON U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW, TO
 FQ0060'THE DENNISON RAILROAD SIDING ON THE SOUTH AND A HIGHWAY REST STOP ON
 FQ0060'THE NORTH, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD TO THE TOP OF A
 FQ0060'SMALL RIDGE, 28 FEET SOUTHEAST OF A POWER POLE AND WITNESS SIGN NAILED
 FQ0060'TO IT, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 FQ0060'SURFACE OF THE GROUND.
 FQ0060
 FQ0060                          STATION RECOVERY (1983)
 FQ0060
 FQ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0062 ***********************************************************************
 FQ0062  DESIGNATION -  DENNISON RM 2
 FQ0062  PID         -  FQ0062
 FQ0062  STATE/COUNTY-  AZ/COCONINO
 FQ0062  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0062
 FQ0062                         *CURRENT SURVEY CONTROL
 FQ0062  ___________________________________________________________________
 FQ0062* NAD 83(1986)-  35 05 27.     (N)    110 54 12.     (W)     SCALED    
 FQ0062* NAVD 88     -      1532.187  (meters)    5026.85   (feet)  ADJUSTED  
 FQ0062  ___________________________________________________________________
 FQ0062  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0062  DYNAMIC HT  -        1530.149 (meters)    5020.16  (feet)  COMP
 FQ0062  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 FQ0062
 FQ0062  VERT ORDER  -  SECOND    CLASS 0
 FQ0062
 FQ0062.The horizontal coordinates were scaled from a topographic map and have
 FQ0062.an estimated accuracy of +/- 6 seconds.
 FQ0062
 FQ0062.The orthometric height was determined by differential leveling
 FQ0062.and adjusted in June 1991.
 FQ0062
 FQ0062.The geoid height was determined by GEOID03.
 FQ0062
 FQ0062.The dynamic height is computed by dividing the NAVD 88
 FQ0062.geopotential number by the normal gravity value computed on the
 FQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0062.degrees latitude (g = 980.6199 gals.).
 FQ0062
 FQ0062.The modeled gravity was interpolated from observed gravity values.
 FQ0062
 FQ0062;                    North         East    Units  Estimated Accuracy
 FQ0062;SPC AZ C     -   454,120.      305,760.      MT  (+/- 180 meters Scaled)
 FQ0062
 FQ0062                          SUPERSEDED SURVEY CONTROL
 FQ0062
 FQ0062  NGVD 29 (??/??/92) 1531.396  (m)         5024.26   (f) ADJ UNCH    2 0
 FQ0062
 FQ0062.Superseded values are not recommended for survey control.
 FQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0062.See file dsdata.txt to determine how the superseded data were derived.
 FQ0062
 FQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD088831(NAD 83)
 FQ0062_MARKER: DR = REFERENCE MARK DISK
 FQ0062_SETTING: 0 = UNSPECIFIED SETTING
 FQ0062_STAMPING: DENNISON NO 2 1958
 FQ0062_MARK LOGO: CGS   
 FQ0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0062
 FQ0062  HISTORY     - Date     Condition        Report By
 FQ0062  HISTORY     - 1958     MONUMENTED       CGS
 FQ0062  HISTORY     - 1983     GOOD             NGS
 FQ0062
 FQ0062                          STATION DESCRIPTION
 FQ0062
 FQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0062'11.9 MI W FROM WINSLOW.
 FQ0062'11.9 MILES WEST ON U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW, TO
 FQ0062'THE DENNISON RAILROAD SIDING ON THE SOUTH AND A HIGHWAY REST STOP ON
 FQ0062'THE NORTH, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD TO THE TOP OF A
 FQ0062'SMALL RIDGE, 11 FEET SOUTHWEST OF A POWER POLE AND WITNESS SIGN NAILED
 FQ0062'TO IT.
 FQ0062
 FQ0062                          STATION RECOVERY (1983)
 FQ0062
 FQ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0959 ***********************************************************************
 EU0959  DESIGNATION -  DENNY
 EU0959  PID         -  EU0959
 EU0959  STATE/COUNTY-  AZ/LA PAZ
 EU0959  USGS QUAD   -  BLACK PEAK (1990)
 EU0959
 EU0959                         *CURRENT SURVEY CONTROL
 EU0959  ___________________________________________________________________
 EU0959* NAD 83(1992)-  34 00 06.73513(N)    114 13 50.91020(W)     ADJUSTED  
 EU0959* NAVD 88     -       195.11   (+/-2cm)     640.1    (feet)  VERTCON   
 EU0959  ___________________________________________________________________
 EU0959  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 EU0959  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EU0959  HORZ ORDER  -  THIRD
 EU0959  VERT ORDER  -  THIRD ? (See Below)
 EU0959
 EU0959.The horizontal coordinates were established by classical geodetic methods
 EU0959.and adjusted by the National Geodetic Survey in August 1993.
 EU0959
 EU0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0959.The vertical order pertains to the NGVD 29 superseded value.
 EU0959
 EU0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0959
 EU0959.The geoid height was determined by GEOID03.
 EU0959
 EU0959;                    North         East     Units Scale Factor Converg.
 EU0959;SPC AZ W     -   332,976.665   168,944.358   MT  0.99995764   -0 16 08.0
 EU0959;SPC AZ W     - 1,092,443.13    554,279.39   iFT  0.99995764   -0 16 08.0
 EU0959;UTM  11      - 3,765,821.374   755,760.825   MT  1.00040645   +1 32 57.9
 EU0959
 EU0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0959!SPC AZ W     -   0.99997429  x   0.99995764  =   0.99993193
 EU0959!UTM  11      -   0.99997429  x   1.00040645  =   1.00038073
 EU0959
 EU0959|---------------------------------------------------------------------|
 EU0959| PID    Reference Object                     Distance      Geod. Az  |
 EU0959|                                                           dddmmss.s |
 EU0959| CC4639 DENNY RM 1                            8.846 METERS 04229     |
 EU0959| CC4640 DENNY RM 2                           11.311 METERS 11745     |
 EU0959| CC4638 DENNY AZ MK                                        3034005.2 |
 EU0959|---------------------------------------------------------------------|
 EU0959
 EU0959                          SUPERSEDED SURVEY CONTROL
 EU0959
 EU0959  NAD 83(1986)-  34 00 06.73470(N)    114 13 50.91622(W) AD(       ) 3
 EU0959  NAD 27      -  34 00 06.66500(N)    114 13 48.11100(W) AD(       ) 3
 EU0959  NGVD 29 (07/19/86)  194.51   (m)          638.2    (f) LEVELING    3  
 EU0959
 EU0959.Superseded values are not recommended for survey control.
 EU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0959.See file dsdata.txt to determine how the superseded data were derived.
 EU0959
 EU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5576165821(NAD 83)
 EU0959_MARKER: DS = TRIANGULATION STATION DISK
 EU0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0959+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 EU0959
 EU0959  HISTORY     - Date     Condition        Report By
 EU0959  HISTORY     - 1949     MONUMENTED       CGS
 EU0959  HISTORY     - 1957     GOOD             AMS
 EU0959  HISTORY     - 1972     GOOD             AZHD
 EU0959  HISTORY     - 20060219 GOOD             USPSQD
 EU0959  HISTORY     - 20071019 GOOD             GEOCAC
 EU0959
 EU0959                          STATION DESCRIPTION
 EU0959
 EU0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 EU0959'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE NORTHWEST OF BOUSE
 EU0959'AND ABOUT 5 MILES AIR LINE SOUTH ON DENNY ON THE TOP OF A SMALL
 EU0959'RIDGE BETWEEN STATE HIGHWAY 72 AND THE SANTE FE RAILROAD TRACKS.
 EU0959'THE STATION MARK PROJECTS 4 INCHES, IS SET 48 PACES NORTHEAST
 EU0959'OF THE CENTER LINE OF STATE HIGHWAY 72 AND 10 FEET NORTHWEST OF
 EU0959'A WHITE WITNESS POST.  IT IS STAMPED, DENNY 1949.
 EU0959'
 EU0959'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 EU0959'AS THE STATION MARK AND IS STAMPED DENNY NO 1 1949.
 EU0959'
 EU0959'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 EU0959'AS THE STATION MARK AND IS STAMPED, DENNY NO 2 1949.
 EU0959'
 EU0959'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 25 PACES NORTHEAST
 EU0959'OF STATE HIGHWAY 72 AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.
 EU0959'IT IS STAMPED, DENNY 1949.
 EU0959'
 EU0959'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72
 EU0959'AND 95 IN BOUSE, GO NORTHWEST ON STATE HIGHWAY 72 FOR 14.9 MILES
 EU0959'TO THE STATION ON RIGHT.  A DRIVE STATION.
 EU0959'
 EU0959'THE AZIMUTH MARK IS REACHED FROM THE STATION BY CONTINUING
 EU0959'NORTHWEST ON THE HIGHWAY 0.4 MILE TO THE MARK ON RIGHT.
 EU0959
 EU0959                          STATION RECOVERY (1957)
 EU0959
 EU0959'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 EU0959'STATION RECOVERED AS DESCRIBED, PROJECTS 0.2 FOOT.
 EU0959'
 EU0959'REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 EU0959'
 EU0959'STATION IS ON THE HIGHEST POINT OF A SMALL HILL NE OF HIGHWAY,
 EU0959'140.0 FEET NE OF CENTERLINE OF HIGHWAY 72.  1115.0 FEET NW OF
 EU0959'LONE TREE, REFERENCE POINT 1.  392.0 FEET SE OF LONE TREE,
 EU0959'REFERENCE POINT 2.
 EU0959
 EU0959                          STATION RECOVERY (1972)
 EU0959
 EU0959'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 EU0959'GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS WERE
 EU0959'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS .
 EU0959'A NOTE IS ADDED ON REACHING THE STATION.
 EU0959'
 EU0959'TO REACH - FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 95,
 EU0959'LOCATED 12.5 MILES SOUTHEASTERLY ALONG THE HIGHWAY FROM PARKER,
 EU0959'ARIZONA, NORTHWESTERLY ON 95 FOR 0.95 MILES AND TO THE STATION
 EU0959'ON THE RIGHT.
 EU0959
 EU0959                          STATION RECOVERY (2006)
 EU0959
 EU0959'RECOVERY NOTE BY US POWER SQUADRON 2006
 EU0959'RECOVERED IN GOOD CONDITION.
 EU0959
 EU0959                          STATION RECOVERY (2007)
 EU0959
 EU0959'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 EU0959'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 EU0959'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0708 ***********************************************************************
 FQ0708  DESIGNATION -  DENT
 FQ0708  PID         -  FQ0708
 FQ0708  STATE/COUNTY-  AZ/COCONINO
 FQ0708  USGS QUAD   -  EBERT MTN (1989)
 FQ0708
 FQ0708                         *CURRENT SURVEY CONTROL
 FQ0708  ___________________________________________________________________
 FQ0708* NAD 83(1992)-  35 34 55.58470(N)    111 56 36.42933(W)     ADJUSTED  
 FQ0708* NAVD 88     -      1992.5    (meters)    6537.     (feet)  VERTCON   
 FQ0708  ___________________________________________________________________
 FQ0708  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 FQ0708  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0708  HORZ ORDER  -  SECOND
 FQ0708
 FQ0708.The horizontal coordinates were established by classical geodetic methods
 FQ0708.and adjusted by the National Geodetic Survey in August 1993.
 FQ0708
 FQ0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0708
 FQ0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0708
 FQ0708.The geoid height was determined by GEOID03.
 FQ0708
 FQ0708;                    North         East     Units Scale Factor Converg.
 FQ0708;SPC AZ C     -   508,150.468   210,932.448   MT  0.99990007   -0 00 56.1
 FQ0708;SPC AZ C     - 1,667,160.33    692,035.59   iFT  0.99990007   -0 00 56.1
 FQ0708;UTM  12      - 3,938,009.130   414,521.263   MT  0.99969004   -0 32 56.4
 FQ0708
 FQ0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0708!SPC AZ C     -   0.99969099  x   0.99990007  =   0.99959109
 FQ0708!UTM  12      -   0.99969099  x   0.99969004  =   0.99938112
 FQ0708
 FQ0708|---------------------------------------------------------------------|
 FQ0708| PID    Reference Object                     Distance      Geod. Az  |
 FQ0708|                                                           dddmmss.s |
 FQ0708| CH3036 DENT RM 1                            12.633 METERS 09539     |
 FQ0708| CH3037 DENT RM 2                            12.893 METERS 27442     |
 FQ0708| FQ0710 BILL                                APPROX. 5.0 KM 2902947.4 |
 FQ0708|---------------------------------------------------------------------|
 FQ0708
 FQ0708                          SUPERSEDED SURVEY CONTROL
 FQ0708
 FQ0708  NAD 83(1986)-  35 34 55.58281(N)    111 56 36.42503(W) AD(       ) 2
 FQ0708  NAD 27      -  35 34 55.58918(N)    111 56 33.85160(W) AD(       ) 2
 FQ0708  NGVD 29 (07/19/86) 1991.5    (m)         6534.     (f) VERT ANG    3  
 FQ0708
 FQ0708.Superseded values are not recommended for survey control.
 FQ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0708.See file dsdata.txt to determine how the superseded data were derived.
 FQ0708
 FQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1452138009(NAD 83)
 FQ0708_MARKER: DD = SURVEY DISK
 FQ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0708
 FQ0708  HISTORY     - Date     Condition        Report By
 FQ0708  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0708
 FQ0708                          STATION DESCRIPTION
 FQ0708
 FQ0708'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0708'THE STATION IS ABOUT 27 MILES NORTHEAST OF WILLIAMS AND 12 MILES
 FQ0708'SOUTHEAST OF THE JUNCTION OF STATE ROUTE 64 AND U.S. 180.
 FQ0708'
 FQ0708'THE STATION IS AN AZDT HIGHWAY DIVISION DISK STAMPED DENT 1976
 FQ0708'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0708'
 FQ0708'REFERENCE MARK 1 IS AN AZDT HIGHWAY DIVISION DISK STAMPED DENT
 FQ0708'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0708'
 FQ0708'REFERENCE MARK 2 IS AN AZDT HIGHWAY DIVISION DISK STAMPED DENT
 FQ0708'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0708'
 FQ0708'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE ROUTE
 FQ0708'64, 2 MILES EAST OF WILLIAMS, GO NORTH ON STATE HIGHWAY 64 TO
 FQ0708'ABOUT MILEPOST 213.2, JUNCTION OF STATE HWY. 64 AND U.S. 180, GO
 FQ0708'SOUTHEAST ON U.S. 180 TO MILEPOST 252.5.  TURN LEFT THROUGH A WIRE
 FQ0708'GATE AND GO NORTHWEST FOR ABOUT 0.65 MILE TO AN EAST-WEST FENCE
 FQ0708'LINE OF KAIBAB NATIONAL FOREST, TURN WEST ALONG SIDE OF FENCE AND
 FQ0708'TRAVEL ALONG FENCELINE FOR 0.39 MILES TO A NORTH-SOUTH FENCE AND A
 FQ0708'SECTION CORNER.  TURN SOUTH ON A DIM TRACK ROAD FOR 0.16 MILES AND
 FQ0708'THE STATION.
 FQ0708'
 FQ0708'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1109 ***********************************************************************
 ET1109  DESIGNATION -  DESERT
 ET1109  PID         -  ET1109
 ET1109  STATE/COUNTY-  AZ/MOHAVE
 ET1109  USGS QUAD   -  DUTCH FLAT SW (1967)
 ET1109
 ET1109                         *CURRENT SURVEY CONTROL
 ET1109  ___________________________________________________________________
 ET1109* NAD 83(1992)-  34 35 23.90789(N)    113 59 02.58876(W)     ADJUSTED  
 ET1109* NAVD 88     -       654.57   (+/-2cm)    2147.5    (feet)  VERTCON   
 ET1109  ___________________________________________________________________
 ET1109  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 ET1109  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ET1109  HORZ ORDER  -  SECOND
 ET1109  VERT ORDER  -  THIRD ? (See Below)
 ET1109
 ET1109.The horizontal coordinates were established by classical geodetic methods
 ET1109.and adjusted by the National Geodetic Survey in August 1993.
 ET1109
 ET1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1109.The vertical order pertains to the NGVD 29 superseded value.
 ET1109
 ET1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1109
 ET1109.The geoid height was determined by GEOID03.
 ET1109
 ET1109;                    North         East     Units Scale Factor Converg.
 ET1109;SPC AZ W     -   398,129.994   191,889.159   MT  0.99993901   -0 07 58.3
 ET1109;SPC AZ W     - 1,306,200.77    629,557.61   iFT  0.99993901   -0 07 58.3
 ET1109;UTM  12      - 3,831,622.628   226,304.627   MT  1.00052341   -1 41 42.4
 ET1109;UTM  11      - 3,831,709.694   776,621.737   MT  1.00054327   +1 42 47.7
 ET1109
 ET1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1109!SPC AZ W     -   0.99990197  x   0.99993901  =   0.99984099
 ET1109!UTM  12      -   0.99990197  x   1.00052341  =   1.00042533
 ET1109!UTM  11      -   0.99990197  x   1.00054327  =   1.00044519
 ET1109
 ET1109|---------------------------------------------------------------------|
 ET1109| PID    Reference Object                     Distance      Geod. Az  |
 ET1109|                                                           dddmmss.s |
 ET1109| CH3039 DESERT RM 1                          22.342 METERS 03137     |
 ET1109| CH3040 DESERT RM 2                          19.866 METERS 26853     |
 ET1109| CH3038 DESERT AZ MK                                       2695439.2 |
 ET1109|---------------------------------------------------------------------|
 ET1109
 ET1109                          SUPERSEDED SURVEY CONTROL
 ET1109
 ET1109  NAD 83(1986)-  34 35 23.90939(N)    113 59 02.59816(W) AD(       ) 2
 ET1109  NAD 27      -  34 35 23.86300(N)    113 58 59.79700(W) AD(       ) 2
 ET1109  NGVD 29 (07/19/86)  653.85   (m)         2145.2    (f) LEVELING    3  
 ET1109
 ET1109.Superseded values are not recommended for survey control.
 ET1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1109.See file dsdata.txt to determine how the superseded data were derived.
 ET1109
 ET1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2630531623(NAD 83)
 ET1109_MARKER: DS = TRIANGULATION STATION DISK
 ET1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1109+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 ET1109
 ET1109  HISTORY     - Date     Condition        Report By
 ET1109  HISTORY     - 1948     MONUMENTED       CGS
 ET1109  HISTORY     - 1955     GOOD             CGS
 ET1109  HISTORY     - 1961     GOOD             AMS
 ET1109  HISTORY     - 20000814 GOOD             AZ-015
 ET1109
 ET1109                          STATION DESCRIPTION
 ET1109
 ET1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1109'THE STATION IS ABOUT 22 MILES, AIRLINE, SOUTH-SOUTHEAST
 ET1109'OF YUCCA, AND 30 MILES, AIRLINE, EAST-SOUTHEAST OF TOPOCK.
 ET1109'IT IS ON THE LOW FLAT DESERT AREA WHICH COMPRISES THE VALLEY
 ET1109'ON THE EAST SIDE OF THE MOHAVE MOUNTAIN RANGE.
 ET1109'
 ET1109'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND
 ET1109'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 10 FEET
 ET1109'EAST OF A 4 INCH SQUARE WHITE WITNESS POST, 18 INCHES NORTH
 ET1109'OF AN EAST-WEST FENCE LINE, 20 FEET WEST OF THE WEST END OF
 ET1109'A GATE, AND 41.0 FEET WEST OF A GENERAL LAND OFFICE SECTION
 ET1109'CORNER POST WHICH IS A BRONZE CAP ON THE TOP OF A 2-1/2 INCH
 ET1109'IRON PIPE WHICH PROJECTS 10 INCHES AND IS STAMPED T 15 N, T 14
 ET1109'N, R 16 W, R 17 W, S 36, S 31, S 1, S 6, 1915.  THE STATION
 ET1109'DISK IS STAMPED DESERT 1948.
 ET1109'
 ET1109'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 10 INCHES IN DIAMETER,
 ET1109'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND, AND IS
 ET1109'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 ET1109'2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 16 FEET EAST OF THE
 ET1109'CENTER OF A NORTH-SOUTH TRACK ROAD AND IS STAMPED DESERT
 ET1109'NO 1 1948.
 ET1109'
 ET1109'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 14 INCHES IN DIAMETER
 ET1109'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS
 ET1109'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 ET1109'6 INCHES NORTH OF AN EAST-WEST FENCE LINE AND IS STAMPED
 ET1109'DESERT NO 2 1948.
 ET1109'
 ET1109'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 ET1109'CYLINDRICAL CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND
 ET1109'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF
 ET1109'AN EAST-WEST FENCE LINE, 4 FEET SOUTH OF THE CENTER OF A
 ET1109'TRACK ROAD, AND IS STAMPED DESERT 1948.
 ET1109'
 ET1109'TO REACH THE STATION FROM YUCCA GO SOUTHEAST 0.2 MILE TO FORK.
 ET1109'TAKE THE RIGHT FORK, TOPOCK ROAD, AND GO 5.7 MILES TO A
 ET1109'FORK AND SIGN DUTCH FLAT.  TAKE THE LEFT FORK, SOUTHEASTERLY
 ET1109'3.2 MILES TO A FORK AND SIGN DUTCH FLAT.  KEEP THE RIGHT FORK,
 ET1109'MAIN TRAVELED ROAD, AND GO 6.7 MILES TO A CATTLE GUARD.
 ET1109'CROSS THE GUARD AND CONTINUE FOR 1.9 MILES TO A GATE JUST
 ET1109'SOUTHWEST OF AN OLD ABANDONED RANCH.  PASS THROUGH THE GATE
 ET1109'AND CONTINUE SOUTHERLY ON THE MAIN TRAVELED ROAD FOR 4.8 MILES
 ET1109'TO A CATTLE GUARD.  TURN LEFT, EAST, AND FOLLOW A TRACK ROAD
 ET1109'ALONG THE NORTH SIDE OF AN EAST-WEST FENCE LINE 2.8 MILES
 ET1109'TO THE STATION.  A DRIVE STATION.
 ET1109
 ET1109                          STATION RECOVERY (1955)
 ET1109
 ET1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1109'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ET1109'IN GOOD CONDITION AS DESCRIBED.
 ET1109'
 ET1109'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 ET1109'
 ET1109'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ET1109
 ET1109                          STATION RECOVERY (1961)
 ET1109
 ET1109'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 ET1109'THE MARK WAS RECOVERED IN GOOD CONDITION.
 ET1109
 ET1109                          STATION RECOVERY (2000)
 ET1109
 ET1109'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CRB)
 ET1109'POINT RECOVERED BY MOHAVE COUNTY SURVEY CREWS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0590 ***********************************************************************
 GP0590  DESIGNATION -  DESERT
 GP0590  PID         -  GP0590
 GP0590  STATE/COUNTY-  AZ/COCONINO
 GP0590  USGS QUAD   -  BLUE MOON RESERVOIR (1988)
 GP0590
 GP0590                         *CURRENT SURVEY CONTROL
 GP0590  ___________________________________________________________________
 GP0590* NAD 83(1992)-  36 17 27.13419(N)    111 38 37.99584(W)     ADJUSTED  
 GP0590* NAVD 88     -      1916.2    (meters)    6287.     (feet)  VERTCON   
 GP0590  ___________________________________________________________________
 GP0590  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GP0590  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 GP0590  HORZ ORDER  -  FIRST
 GP0590
 GP0590.The horizontal coordinates were established by classical geodetic methods
 GP0590.and adjusted by the National Geodetic Survey in August 1993.
 GP0590
 GP0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0590
 GP0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0590
 GP0590.The geoid height was determined by GEOID03.
 GP0590
 GP0590;                    North         East     Units Scale Factor Converg.
 GP0590;SPC AZ C     -   586,819.681   237,861.698   MT  0.99990739   +0 09 41.2
 GP0590;SPC AZ C     - 1,925,261.42    780,386.15   iFT  0.99990739   +0 09 41.2
 GP0590;UTM  12      - 4,016,403.337   442,181.416   MT  0.99964119   -0 22 52.0
 GP0590
 GP0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0590!SPC AZ C     -   0.99970297  x   0.99990739  =   0.99961039
 GP0590!UTM  12      -   0.99970297  x   0.99964119  =   0.99934427
 GP0590
 GP0590|---------------------------------------------------------------------|
 GP0590| PID    Reference Object                     Distance      Geod. Az  |
 GP0590|                                                           dddmmss.s |
 GP0590| CH3041 DESERT RM 1                           4.324 METERS 10917     |
 GP0590| CH3042 DESERT RM 2                           7.858 METERS 22011     |
 GP0590| CH3043 DESERT RM 3                                        2334214.9 |
 GP0590| GP0591 SHINUMO                             APPROX.17.1 KM 3375329.7 |
 GP0590|---------------------------------------------------------------------|
 GP0590
 GP0590                          SUPERSEDED SURVEY CONTROL
 GP0590
 GP0590  NAD 83(1986)-  36 17 27.13491(N)    111 38 37.99240(W) AD(       ) 1
 GP0590  NAD 27      -  36 17 27.17900(N)    111 38 35.44100(W) AD(       ) 1
 GP0590  NGVD 29 (07/12/88) 1915.2    (m)         6283.     (f) VERT ANG    3  
 GP0590
 GP0590.Superseded values are not recommended for survey control.
 GP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0590.See file dsdata.txt to determine how the superseded data were derived.
 GP0590
 GP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4218116403(NAD 83)
 GP0590_MARKER: DS = TRIANGULATION STATION DISK
 GP0590_SETTING: 66 = SET IN ROCK OUTCROP
 GP0590_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0590+STABILITY: POSITION/ELEVATION WELL
 GP0590
 GP0590  HISTORY     - Date     Condition        Report By
 GP0590  HISTORY     - 1903     MONUMENTED       USGS
 GP0590  HISTORY     - 1934     GOOD             USGS
 GP0590  HISTORY     - 1951     GOOD             CGS
 GP0590  HISTORY     - 1953     GOOD             USGS
 GP0590  HISTORY     - 1983     GOOD             AZDT
 GP0590
 GP0590                          STATION DESCRIPTION
 GP0590
 GP0590'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0590'LOCATED ABOUT 10 MI NE. OF MOUTH OF LITTLE COLORADO RIVER.  IN
 GP0590'GROUP OF MESA BUTTES, ON EAST END OF SECOND MESA FROM W.
 GP0590'
 GP0590'TO REACH FROM WILLOW SPRINGS, TAKE WAGON TO FOOT OF BUTTE.
 GP0590'
 GP0590'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0590'IN ROCK UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT. IN DIAMETER.
 GP0590'
 GP0590'RMS--NONE SET.
 GP0590
 GP0590                          STATION RECOVERY (1934)
 GP0590
 GP0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GP0590'STATION IS LOCATED ON THE EASTERN END OF THE SECOND MESA FROM
 GP0590'THE SOUTHWEST, IN A GROUP OF MESA BUTTES WHICH LIE ABOUT 10
 GP0590'MILES NORTHEAST OF THE MOUTH OF THE LITTLE COLORADO RIVER.
 GP0590'
 GP0590'REACHED FROM THE CEDAR RIDGE TRADING POST.  GO WEST ON ROAD
 GP0590'SOUTH OF TRADING POST AND FOLLOW THE MAIN-TRAVELED ROAD FOR
 GP0590'5.2 MILES PASSING TO NORTH OF TANK, THENCE ACROSS DAM AT NORTH
 GP0590'END OF TANK AND TURN RIGHT AT SOUTH END OF DAM AND FOLLOW
 GP0590'MAIN-TRAVELED ROAD FOR 2.0 MILES AND TAKE LEFT FORK, GO 0.2
 GP0590'MILE TAKE LEFT FORK, GO 0.5 MILE AND TAKE RIGHT FORK, GO 0.5
 GP0590'MILE AND STRAIGHT AHEAD AT CROSS ROAD, GO 1.8 MILES TAKE
 GP0590'RIGHT FORK, GO 1.4 MILES PASSING TO EAST OF TANK, GO 0.2 MILE
 GP0590'CROSSING DAM ON SOUTH SIDE OF SAME TANK, TURN LEFT (SOUTH)
 GP0590'GO 1.3 MILE, TAKE LEFT FORK, GO 1.0 MILE AND TURN LEFT AT
 GP0590'CROSSROADS, GO 1.1 MILES AND STRAIGHT AHEAD AT CROSSROADS,
 GP0590'GO 0.8 MILE AND KEEP LEFT, GO 0.2 MILE TAKE LEFT FORK, GO
 GP0590'0.4 MILE AND TURN RIGHT OFF THE ROAD AND HEAD FOR NORTH END
 GP0590'OF SECOND BUTTE, GO 0.2 MILE AND THEN CLIMB SOUTHEAST TO
 GP0590'THE STATION, A 15-MINUTE PACK.
 GP0590'
 GP0590'AZIMUTH MARK 1/5 MILE WEST ON RIM ROCK OF NEXT BUTTE.
 GP0590'
 GP0590'STATION MARK IS STANDARD U.S. GEOLOGICAL SURVEY MARK.
 GP0590'
 GP0590'REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0590
 GP0590                          STATION RECOVERY (1951)
 GP0590
 GP0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0590'STATION WAS FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD
 GP0590'CONDITION.  THE TO REACH WAS FOUND TO BE OBSOLETE.  COMPLETE
 GP0590'NEW DESCRIPTION FOLLOWS.
 GP0590'
 GP0590'STATION IS LOCATED, AIRLINE, ABOUT 10.5 MILES EAST OF GAP, 10
 GP0590'MILES SOUTHWEST OF CEDAR RIDGE, 10 MILES NORTHEAST OF THE
 GP0590'MOUTH OF THE LITTLE COLORADO RIVER.  IT IS ON THE EASTERN
 GP0590'END OF A SMALL MESA, THE SECOND MESA FROM THE SOUTHWEST OF A
 GP0590'GROUP OF MESA BUTTES ON THE NORTH SIDE OF THE LITTLE COLORADO
 GP0590'RIVER.
 GP0590'
 GP0590'TO REACH FROM THE CEDAR RIDGE TRADING POST GO WEST ON GRADED
 GP0590'ROAD, JUST SOUTH OF THE TRADING POST, FOR 5.2 MILES TO A
 GP0590'RESERVOIR ON THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE ON
 GP0590'THE MAIN TRAVELED ROAD FOR 2.4 MILES TO A FORK.  TAKE THE LEFT
 GP0590'FORK AND GO 0.1 MILE.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO
 GP0590'THREE FORKS.  TAKE THE EXTREME RIGHT FORK AND GO WEST SOUTHWEST
 GP0590'FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.4 MILE
 GP0590'TO AN OLD CORRAL.  PASS TO THE LEFT OF THE CORRAL AND FOLLOW
 GP0590'THE MAIN TRAVELED ROAD SOUTHERLY FOR 0.2 MILE TO A FORK.
 GP0590'TAKE THE LEFT FORK AND GO 0.45 MILE, CROSSING OVER TOP OF
 GP0590'DAM, TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH SOUTHWEST
 GP0590'FOR 2.6 MILES TO A POINT ABOUT 0.3 MILE NORTH OF A DAM.
 GP0590'TURN LEFT, ACROSS WASH, AND GO 0.1 MILE.  TURN RIGHT AND
 GP0590'GO EAST SOUTHEAST, PASSING TO THE LEFT OF THE DAM, FOR 0.8
 GP0590'MILE.  TURN LEFT, CROSS COUNTRY, AND GO ABOUT 0.4 MILE
 GP0590'NORTHERLY TO THE BASE OF THE MESA AND END OF TRUCK TRAVEL.
 GP0590'FROM HERE PACK NORTH TO THE EAST END OF THE MIDDLE MESA AND
 GP0590'THE STATION.  TIME OF THE PACK APPROXIMATELY 25 MINUTES.
 GP0590'
 GP0590'STATION MARK IS A STANDARD USGS TRIANGULATION BENCH MARK DISK
 GP0590'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 GP0590'WITH THE GROUND.  THE MARK HAS BEEN DEFACED AND THE STAMPING
 GP0590'IS NOT READABLE.
 GP0590'
 GP0590'REFERENCE MARK NUMBER 1, STAMPED DESERT NO 1 1934, IS A STANDARD
 GP0590'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GP0590'PROJECTS 3 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN THE
 GP0590'STATION.
 GP0590'
 GP0590'REFERENCE MARK NUMBER 2, STAMPED DESERT NO 2 1934, IS A STANDARD
 GP0590'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 GP0590'FLUSH WITH THE GROUND AND 15 INCHES LOWER IN ELEVATION THAN
 GP0590'THE STATION.
 GP0590'
 GP0590'REFERENCE MARK NUMBER 3 (AZIMUTH MARK), STAMPED DESERT NO 3
 GP0590'1934, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GP0590'BEDROCK THAT IS FLUSH WITH THE GROUND AND ON THE EDGE OF THE
 GP0590'RIM OF THE MESA.  TO REACH FROM THE STATION, GO WEST FOR ABOUT
 GP0590'0.2 MILE TO THE EAST END OF THE NEXT MESA AND THE AZIMUTH MARK.
 GP0590'
 GP0590'NOTE--OBVIOUSLY THE 1936 DIRECTION TO THE REFERENCE MARKS,
 GP0590'AZIMUTH MARK AND THE SHARP PEAK WERE NOT TRANSFERED TO THE
 GP0590'INITIAL STATION.  THIS DISCREPENCY WAS NOTED IN THE FIELD
 GP0590'AND CHECKED.  THIS TRANSFER WAS MADE AND THE DIRECTION IS
 GP0590'CORRECT.
 GP0590
 GP0590                          STATION RECOVERY (1953)
 GP0590
 GP0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GP0590'RECOVERED IN GOOD CONDITION.
 GP0590
 GP0590                          STATION RECOVERY (1983)
 GP0590
 GP0590'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0590'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 GP0590'1951.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW
 GP0590'ROUTE TO THE STATION FOLLOWS.
 GP0590'
 GP0590'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH 0.1
 GP0590'MILE ALONG ELM STREET TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES TO
 GP0590'THE JUNCTION U.S. HIGHWAYS 89 AND 89L.  TURN LEFT ALONG U.S. 89 AND
 GP0590'TRAVEL SOUTH FOR 41.8 MILES TO CEDAR RIDGE TRADING POST.  TURN RIGHT
 GP0590'ON INDIAN ROUTE 6110 AND TRAVEL WEST FOR 5.15 MILES TO A STOCK TANK ON
 GP0590'THE LEFT, CONTINUE AHEAD FOR 1.95 MILES TO A FORK.  TURN LEFT ON
 GP0590'INDIAN ROUTE 6120 FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK AND
 GP0590'TRAVEL SOUTH FOR 5.1 MILES TO A WELL TRAVELED TRAIL ROAD ON THE LEFT.
 GP0590'TURN LEFT AND TRAVEL EAST FOR 0.55 MILE CROSSING A LARGE RESERVOIR DAM
 GP0590'AND A TRAIL ROAD AT EAST END OF DAM, CONTINUE SOUTH ON RIDGES FOR 1.85
 GP0590'MILE TO A TRAIL ROAD LEFT WHICH LEADS DOWN TO A WASH ABOUT 0.3 MILE
 GP0590'NORTH OF A DAM.  CROSS WASH TRAVELING SOUTH AND EAST KEEPING LEFT OF
 GP0590'THE DAM FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK EAST FOR 0.3 MILE
 GP0590'TO TOP OF RIDGE AND DIM TRACKS ON THE LEFT.  TURN LEFT ACROSS
 GP0590'COUNTRY TO THE SECOND MESA AND END OF TRUCK TRAVEL.  PACK NORTHWEST TO
 GP0590'THE EAST EDGE OF THE MESA AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0273 ***********************************************************************
 FP0273  DESIGNATION -  DESERT PARK
 FP0273  PID         -  FP0273
 FP0273  STATE/COUNTY-  AZ/APACHE
 FP0273  USGS QUAD   -  KACHINA POINT (1972)
 FP0273
 FP0273                         *CURRENT SURVEY CONTROL
 FP0273  ___________________________________________________________________
 FP0273* NAD 83(1992)-  35 04 32.40122(N)    109 46 09.69766(W)     ADJUSTED  
 FP0273* NAVD 88     -      1773.023  (meters)    5816.99   (feet)  ADJUSTED  
 FP0273  ___________________________________________________________________
 FP0273  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FP0273  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0273  DYNAMIC HT  -        1770.536 (meters)    5808.83  (feet)  COMP
 FP0273  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 FP0273
 FP0273  HORZ ORDER  -  SECOND
 FP0273  VERT ORDER  -  SECOND    CLASS 0
 FP0273
 FP0273.The horizontal coordinates were established by classical geodetic methods
 FP0273.and adjusted by the National Geodetic Survey in August 1993.
 FP0273
 FP0273.The orthometric height was determined by differential leveling
 FP0273.and adjusted in June 1991.
 FP0273
 FP0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0273
 FP0273.The geoid height was determined by GEOID03.
 FP0273
 FP0273.The dynamic height is computed by dividing the NAVD 88
 FP0273.geopotential number by the normal gravity value computed on the
 FP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0273.degrees latitude (g = 980.6199 gals.).
 FP0273
 FP0273.The modeled gravity was interpolated from observed gravity values.
 FP0273
 FP0273;                    North         East     Units Scale Factor Converg.
 FP0273;SPC AZ E     -   452,040.161   249,592.412   MT  0.99991617   +0 13 41.9
 FP0273;SPC AZ E     - 1,483,071.39    818,872.74   iFT  0.99991617   +0 13 41.9
 FP0273;UTM  12      - 3,882,126.784   612,197.374   MT  0.99975514   +0 42 26.2
 FP0273
 FP0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0273!SPC AZ E     -   0.99972549  x   0.99991617  =   0.99964168
 FP0273!UTM  12      -   0.99972549  x   0.99975514  =   0.99948070
 FP0273
 FP0273:                Primary Azimuth Mark                     Grid Az
 FP0273:SPC AZ E     -  LOS ANGELES ALBUQ AWY BCN 53             102 40 40.0
 FP0273:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 53             102 11 55.7
 FP0273
 FP0273|---------------------------------------------------------------------|
 FP0273| PID    Reference Object                     Distance      Geod. Az  |
 FP0273|                                                           dddmmss.s |
 FP0273| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.22.8 KM 1025421.9 |
 FP0273| CD3994 HIGHWAY 66 STA 249+00 5744.70                      2050738.4 |
 FP0273| FP0272 DESERT PARK RM 2                     12.163 METERS 20613     |
 FP0273| FP0600 DESERT PARK ATT RELAY TOWER         275.674 METERS 23716     |
 FP0273| CD3347 HIGHWAY 66 STA 283+00                              2400053.0 |
 FP0273| FP0274 DESERT PARK RM 1                     12.310 METERS 31832     |
 FP0273|---------------------------------------------------------------------|
 FP0273
 FP0273                          SUPERSEDED SURVEY CONTROL
 FP0273
 FP0273  NAD 83(1986)-  35 04 32.39519(N)    109 46 09.69927(W) AD(       ) 2
 FP0273  NAD 27      -  35 04 32.31000(N)    109 46 07.27700(W) AD(       ) 2
 FP0273  NGVD 29 (??/??/92) 1772.101  (m)         5813.97   (f) ADJ UNCH    2 0
 FP0273
 FP0273.Superseded values are not recommended for survey control.
 FP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0273.See file dsdata.txt to determine how the superseded data were derived.
 FP0273
 FP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1219782127(NAD 83)
 FP0273_MARKER: DS = TRIANGULATION STATION DISK
 FP0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0273_STAMPING: DESERT PARK 1936
 FP0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0273+STABILITY: SURFACE MOTION
 FP0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0273+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0273
 FP0273  HISTORY     - Date     Condition        Report By
 FP0273  HISTORY     - 1936     MONUMENTED       CGS
 FP0273  HISTORY     - 1959     GOOD             CGS
 FP0273  HISTORY     - 1959     GOOD             NGS
 FP0273  HISTORY     - 1972     GOOD             USGS
 FP0273  HISTORY     - 20040803 GOOD             EVANS
 FP0273
 FP0273                          STATION DESCRIPTION
 FP0273
 FP0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0273'THE STATION IS LOCATED ACROSS THE ROAD (SOUTH) FROM THE DESERT
 FP0273'PARK ZOO AND CURIO SHOP, WHICH IS ON U.S. HIGHWAY 66, BETWEEN
 FP0273'HOLBROOK AND NAVAJO.  THE STATION IS ON A SMALL KNOLL 100 YARDS
 FP0273'SOUTH OF THE HIGHWAY.
 FP0273'
 FP0273'TO REACH THE STATION FROM HOLBROOK, GO EASTERLY ON U.S. HIGHWAY
 FP0273'66 (TOWARDS NAVAJO) FOR 26.4 MILES TO THE DESERT PARK ZOO
 FP0273'AND CURIO SHOP.  HERE TURN RIGHT OFF THE HIGHWAY THROUGH A STEEL
 FP0273'FRAME GATE AND THEN A SMALL WOOD GATE, AND TO THE EDGE OF THE
 FP0273'MESA, A TOTAL OF 100 YARDS FROM THE HIGHWAY.
 FP0273'
 FP0273'THE STATION MARK IS A STANDARD TRIANGULATION MARK SET IN THE
 FP0273'TOP OF A SQUARE BLOCK OF CONCRETE, NOTE 1A.  THE MARK IS STAMPED
 FP0273'DESERT PARK 1936.  THE UNDERGROUND MARK IS A STANDARD TRIANGULATION
 FP0273'MARK SET IN THE TOP OF A BLOCK OF CONCRETE 3 FEET BELOW THE
 FP0273'SURFACE OF THE GROUND.  IT IS STAMPED DESERT PARK 1936.
 FP0273'
 FP0273'REFERENCE MARK NO. 1 IS 12.313 METERS (40.39 FEET) NORTHWEST
 FP0273'OF THE STATION.  IT IS A SQUARE BLOCK OF CONCRETE WITH STANDARD
 FP0273'REFERENCE MARK IN THE TOP.  IT IS STAMPED DESERT PARK
 FP0273'NO. 1 1936.
 FP0273'
 FP0273'REFERENCE MARK NO. 2 IS 12.162 METERS (39.91 FEET) SOUTH-SOUTHEAST
 FP0273'OF THE STATION.  IT IS A SQUARE BLOCK OF CONCRETE WITH A STANDARD
 FP0273'REFERENCE MARK SET IN THE TOP.  THE MARK IS STAMPED
 FP0273'DESERT PARK NO. 2 1936.
 FP0273'
 FP0273'THE AZIMUTH MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT BENCH
 FP0273'MARK (ELEVATION 5785.70 FEET) STATION 283 + 00,1934.  IT IS
 FP0273'0.4 MILE WEST OF THE STATION IN THE NORTH WINGWALL OF A CONCRETE
 FP0273'CULVERT ON U.S. HIGHWAY 66.
 FP0273'
 FP0273'A 4-FOOT STAND SAW ALL STATIONS.
 FP0273
 FP0273                          STATION RECOVERY (1959)
 FP0273
 FP0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0273'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FP0273'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FP0273'SEARCHED FOR BUT NOT RECOVERED.  ANOTHER AZIMUTH MARK WAS
 FP0273'ESTABLISHED.
 FP0273'
 FP0273'THE STATION IS ABOUT 25 MILES EAST OF HOLBROOK AND 0.1 MILE
 FP0273'SOUTHEAST OF THE ABANDONED DESERT PARK ZOO.
 FP0273'
 FP0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FP0273'260, JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO NORTH AND
 FP0273'EAST ON U.S. HIGHWAY 66 FOR 22.7 MILES TO A CROSSROAD.  (PAINTED
 FP0273'DESERT-PETRIFIED FOREST INTERSECTION) TURN LEFT, NORTH, ON THE
 FP0273'MACADAM ROAD LEADING TO THE PAINTED DESERT FOR 0.2 MILE TO A
 FP0273'MACADAM ROAD INTERSECTION.  (OLD U.S. HIGHWAY 66) TURN RIGHT,
 FP0273'EAST, FOR 2.5 MILES TO A T ROAD RIGHT AND ABANDONED BUILDINGS
 FP0273'ON THE LEFT.  CONTINUE EAST 0.1 MILE TO A GATE ON THE RIGHT,
 FP0273'TURN RIGHT, SOUTH, THRU THE GATE AND FOLLOW THE TRACK ROAD
 FP0273'SOUTHEAST 0.1 MILE TO THE STATION.
 FP0273'
 FP0273'TO REACH THE AZIMUTH MARK FROM THE PAINTED DESERT INTERSECTION ON
 FP0273'U.S. HIGHWAY 66, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 1.7 MILES
 FP0273'TO THE AZIMUTH MARK ON THE LEFT.
 FP0273'
 FP0273'THE STATION MARK, STAMPED DESERT PARK 1936, IS A STANDARD DISK
 FP0273'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 18
 FP0273'INCHES.  IT IS 15.8 FEET SOUTHEAST OF THE WITNESS POST.
 FP0273'
 FP0273'REFERENCE MARK 1, STAMPED DESERT PARK NO 1 1936, IS A STANDARD
 FP0273'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FP0273'PROJECTS 2 INCHES.  IT IS 37.3 FEET WEST OF THE WITNESS POST.
 FP0273'
 FP0273'REFERENCE MARK 2, STAMPED DESERT PARK NO 2 1936, IS A STANDARD
 FP0273'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FP0273'PROJECTS 1 INCH.  IT IS 55.6 FEET SOUTH OF THE WITNESS POST.
 FP0273'
 FP0273'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 66.6 FEET.
 FP0273'
 FP0273'THE AZIMUTH MARK, STAMPED 5744.70 249 X 00, IS AN ARIZONA
 FP0273'HIGHWAY DEPARTMENT ELEVATION STATION DISK CEMENTED IN THE NORTH
 FP0273'HEAD WALL OF A CONCRETE CULVERT.  IT IS 25 FEET NORTH OF THE CENTER
 FP0273'OF THE WEST BOUND TRAFFIC LANE ON U.S. HIGHWAY 66.
 FP0273
 FP0273                          STATION RECOVERY (1959)
 FP0273
 FP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FP0273'27.1 MI NE FROM HOLBROOK.
 FP0273'27.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0273'AT HOLBROOK, 0.65 MILE EAST OF THE OVERPASS FOR THE PAINTED DESERT,
 FP0273'UNTIL REACHING A HIGHWAY SAND STOCKPILE, THENCE GO NORTH ABOUT 0.7
 FP0273'MILE FOLLOWING A DIM ROAD.  THE STATION MARK IS ABOUT 100 YARDS EAST
 FP0273'OF THE DESERT PARK A. T. AND T. RELAY TOWER, 15.8 FEET SOUTHEAST OF
 FP0273'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0273'THAT PROJECTS 18 INCHES.
 FP0273
 FP0273                          STATION RECOVERY (1972)
 FP0273
 FP0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ACS)
 FP0273'FROM PETRIFIED FOREST N.P. INTERCHANGE GO ON PARK ROAD TO TOLL
 FP0273'GATE AT PARK HEADQUARTERS, CONTINUE ON PARK ROAD 0.4 MI. TO
 FP0273'JUNC. OF OLD ROUTING OF U.S. 66 HIGHWAY, NOW A PARK SERVICE ROAD,
 FP0273'GO E. ON SERVICE ROAD 0.5 MI.  STATION IS S. OF ROAD AND ABOUT
 FP0273'100 YDS. E OF PARK A.T. AND T. RELAY TOWER.
 FP0273
 FP0273                          STATION RECOVERY (2004)
 FP0273
 FP0273'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0600 ***********************************************************************
 FP0600  DESIGNATION -  DESERT PARK ATT RELAY TOWER
 FP0600  PID         -  FP0600
 FP0600  STATE/COUNTY-  AZ/APACHE
 FP0600  USGS QUAD   -  KACHINA POINT (1972)
 FP0600
 FP0600                         *CURRENT SURVEY CONTROL
 FP0600  ___________________________________________________________________
 FP0600* NAD 83(1992)-  35 04 27.56354(N)    109 46 18.85048(W)     ADJUSTED  
 FP0600* NAVD 88     -              **(meters)            **(feet)            
 FP0600  ___________________________________________________________________
 FP0600  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FP0600  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0600  HORZ ORDER  -  THIRD
 FP0600
 FP0600.The horizontal coordinates were established by classical geodetic methods
 FP0600.and adjusted by the National Geodetic Survey in August 1993.
 FP0600
 FP0600
 FP0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0600
 FP0600.The geoid height was determined by GEOID03.
 FP0600
 FP0600;                    North         East     Units Scale Factor Converg.
 FP0600;SPC AZ E     -   451,890.170   249,361.142   MT  0.99991597   +0 13 36.7
 FP0600;SPC AZ E     - 1,482,579.30    818,113.98   iFT  0.99991597   +0 13 36.7
 FP0600;UTM  12      - 3,881,974.889   611,967.403   MT  0.99975451   +0 42 20.8
 FP0600
 FP0600                          SUPERSEDED SURVEY CONTROL
 FP0600
 FP0600  NAD 83(1986)-  35 04 27.55617(N)    109 46 18.85303(W) AD(       ) 4
 FP0600  NAD 27      -  35 04 27.47200(N)    109 46 16.43100(W) AD(       ) 3
 FP0600
 FP0600.Superseded values are not recommended for survey control.
 FP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0600.See file dsdata.txt to determine how the superseded data were derived.
 FP0600
 FP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1196781975(NAD 83)
 FP0600_MARKER: 55 = TOWER
 FP0600
 FP0600  HISTORY     - Date     Condition        Report By
 FP0600  HISTORY     - 1959     FIRST OBSERVED   CGS
 FP0600
 FP0600                          STATION DESCRIPTION
 FP0600
 FP0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0600'THE STATION IS ABOUT 25 MILES EAST OF HOLBROOK AND JUST
 FP0600'SOUTHEAST OF THE PAINTED DESERT.
 FP0600'
 FP0600'IT IS A 4-LEGGED STEEL STRUCTURE SET IN A CONCRETE BASE HAVING
 FP0600'AN OVER-ALL HEIGHT OF 70 FEET.  THE TOP AND CENTER WAS THE
 FP0600'POINT OBSERVED UPON.
 FP0600'
 FP0600'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FP0600'260, JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO EAST ON
 FP0600'U.S. HIGHWAY 66 FOR 22.7 MILES TO A MACADAM CROSSROAD.  THE ROAD
 FP0600'GOING TO THE RIGHT GOES TO THE PETRIFIED FOREST AND THE ROAD
 FP0600'TO THE LEFT GOES TO THE PAINTED DESERT, TURN LEFT AND FOLLOW
 FP0600'THE MACADAM ROAD NORTH FOR 0.2 MILE TO A MACADAM ROAD.  (THIS
 FP0600'IS OLD U.S. HIGHWAY 66) TURN RIGHT AND FOLLOW THE MACADAM ROAD
 FP0600'EAST FOR 2.4 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0274 ***********************************************************************
 FP0274  DESIGNATION -  DESERT PARK RM 1
 FP0274  PID         -  FP0274
 FP0274  STATE/COUNTY-  AZ/APACHE
 FP0274  USGS QUAD   -  KACHINA POINT (1972)
 FP0274
 FP0274                         *CURRENT SURVEY CONTROL
 FP0274  ___________________________________________________________________
 FP0274* NAD 83(1986)-  35 04 32.     (N)    109 46 09.     (W)     SCALED    
 FP0274* NAVD 88     -      1772.643  (meters)    5815.75   (feet)  ADJUSTED  
 FP0274  ___________________________________________________________________
 FP0274  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0274  DYNAMIC HT  -        1770.157 (meters)    5807.59  (feet)  COMP
 FP0274  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 FP0274
 FP0274  VERT ORDER  -  SECOND    CLASS 0
 FP0274
 FP0274.The horizontal coordinates were scaled from a topographic map and have
 FP0274.an estimated accuracy of +/- 6 seconds.
 FP0274
 FP0274.The orthometric height was determined by differential leveling
 FP0274.and adjusted in June 1991.
 FP0274
 FP0274.The geoid height was determined by GEOID03.
 FP0274
 FP0274.The dynamic height is computed by dividing the NAVD 88
 FP0274.geopotential number by the normal gravity value computed on the
 FP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0274.degrees latitude (g = 980.6199 gals.).
 FP0274
 FP0274.The modeled gravity was interpolated from observed gravity values.
 FP0274
 FP0274;                    North         East    Units  Estimated Accuracy
 FP0274;SPC AZ E     -   452,030.      249,610.      MT  (+/- 180 meters Scaled)
 FP0274
 FP0274                          SUPERSEDED SURVEY CONTROL
 FP0274
 FP0274  NGVD 29 (??/??/92) 1771.720  (m)         5812.72   (f) ADJ UNCH    2 0
 FP0274
 FP0274.Superseded values are not recommended for survey control.
 FP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0274.See file dsdata.txt to determine how the superseded data were derived.
 FP0274
 FP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD122821(NAD 83)
 FP0274_MARKER: DR = REFERENCE MARK DISK
 FP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0274_STAMPING: DESERT PARK NO 1 1936
 FP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0274+STABILITY: SURFACE MOTION
 FP0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0274+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 FP0274
 FP0274  HISTORY     - Date     Condition        Report By
 FP0274  HISTORY     - 1936     MONUMENTED       CGS
 FP0274  HISTORY     - 1959     GOOD             NGS
 FP0274  HISTORY     - 20040923 GOOD             EVANS
 FP0274
 FP0274                          STATION DESCRIPTION
 FP0274
 FP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0274'27.1 MI NE FROM HOLBROOK.
 FP0274'27.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0274'AT HOLBROOK, 0.65 MILE EAST OF THE OVERPASS FOR THE PAINTED DESERT,
 FP0274'UNTIL REACHING A HIGHWAY SAND STOCKPILE, THENCE GO NORTH ABOUT 0.7
 FP0274'MILE FOLLOWING A DIM ROAD, 37.3 FEET WEST OF THE WITNESS POST, SET IN
 FP0274'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FP0274
 FP0274                          STATION RECOVERY (2004)
 FP0274
 FP0274'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0274'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0272 ***********************************************************************
 FP0272  DESIGNATION -  DESERT PARK RM 2
 FP0272  PID         -  FP0272
 FP0272  STATE/COUNTY-  AZ/APACHE
 FP0272  USGS QUAD   -  KACHINA POINT (1972)
 FP0272
 FP0272                         *CURRENT SURVEY CONTROL
 FP0272  ___________________________________________________________________
 FP0272* NAD 83(1986)-  35 04 32.     (N)    109 46 09.     (W)     SCALED    
 FP0272* NAVD 88     -      1772.708  (meters)    5815.96   (feet)  ADJUSTED  
 FP0272  ___________________________________________________________________
 FP0272  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0272  DYNAMIC HT  -        1770.222 (meters)    5807.80  (feet)  COMP
 FP0272  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 FP0272
 FP0272  VERT ORDER  -  SECOND    CLASS 0
 FP0272
 FP0272.The horizontal coordinates were scaled from a topographic map and have
 FP0272.an estimated accuracy of +/- 6 seconds.
 FP0272
 FP0272.The orthometric height was determined by differential leveling
 FP0272.and adjusted in June 1991.
 FP0272
 FP0272.The geoid height was determined by GEOID03.
 FP0272
 FP0272.The dynamic height is computed by dividing the NAVD 88
 FP0272.geopotential number by the normal gravity value computed on the
 FP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0272.degrees latitude (g = 980.6199 gals.).
 FP0272
 FP0272.The modeled gravity was interpolated from observed gravity values.
 FP0272
 FP0272;                    North         East    Units  Estimated Accuracy
 FP0272;SPC AZ E     -   452,030.      249,610.      MT  (+/- 180 meters Scaled)
 FP0272
 FP0272                          SUPERSEDED SURVEY CONTROL
 FP0272
 FP0272  NGVD 29 (??/??/92) 1771.786  (m)         5812.93   (f) ADJ UNCH    2 0
 FP0272
 FP0272.Superseded values are not recommended for survey control.
 FP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0272.See file dsdata.txt to determine how the superseded data were derived.
 FP0272
 FP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD122821(NAD 83)
 FP0272_MARKER: DR = REFERENCE MARK DISK
 FP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0272_STAMPING: DESERT PARK NO 2 1936
 FP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0272+STABILITY: SURFACE MOTION
 FP0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0272+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 FP0272
 FP0272  HISTORY     - Date     Condition        Report By
 FP0272  HISTORY     - 1936     MONUMENTED       CGS
 FP0272  HISTORY     - 1959     GOOD             NGS
 FP0272  HISTORY     - 20040923 GOOD             EVANS
 FP0272
 FP0272                          STATION DESCRIPTION
 FP0272
 FP0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0272'27.1 MI E FROM HOLBROOK.
 FP0272'27.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0272'AT HOLBROOK, 0.65 MILE EAST OF THE OVERPASS FOR THE PAINTED DESERT,
 FP0272'UNTIL REACHING A HIGHWAY SAND STOCKPILE, THENCE NORTH ABOUT 0.7 MILE
 FP0272'FOLLOWING A DIM ROAD, 55.6 FEET SOUTH OF THE WITNESS POST, SET IN THE
 FP0272'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FP0272
 FP0272                          STATION RECOVERY (2004)
 FP0272
 FP0272'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0272'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ5640 ***********************************************************************
 AJ5640  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5640  DESIGNATION -  DESERT VIEW
 AJ5640  PID         -  AJ5640
 AJ5640  STATE/COUNTY-  AZ/COCONINO
 AJ5640  USGS QUAD   -  DESERT VIEW (1988)
 AJ5640
 AJ5640                         *CURRENT SURVEY CONTROL
 AJ5640  ___________________________________________________________________
 AJ5640* NAD 83(2007)-  36 02 26.77449(N)    111 49 48.92341(W)     ADJUSTED  
 AJ5640* NAVD 88     -      2286.68   (meters)    7502.2    (feet)  GPS OBS   
 AJ5640  ___________________________________________________________________
 AJ5640  EPOCH DATE  -        2007.00
 AJ5640  X           -  -1,920,709.741 (meters)                     COMP
 AJ5640  Y           -  -4,794,772.198 (meters)                     COMP
 AJ5640  Z           -   3,733,182.320 (meters)                     COMP
 AJ5640  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 AJ5640  ELLIP HEIGHT-        2263.384 (meters)          (02/10/07) ADJUSTED
 AJ5640  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AJ5640
 AJ5640  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5640  Type    PID    Designation                      North   East  Ellip
 AJ5640  -------------------------------------------------------------------
 AJ5640  NETWORK AJ5640 DESERT VIEW                       0.27   0.22   0.59
 AJ5640  -------------------------------------------------------------------
 AJ5640
 AJ5640.The horizontal coordinates were established by GPS observations
 AJ5640.and adjusted by the National Geodetic Survey in February 2007.
 AJ5640
 AJ5640.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5640.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5640.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5640.The epoch date for horizontal control is a decimal equivalence
 AJ5640.of Year/Month/Day.
 AJ5640
 AJ5640.The orthometric height was determined by GPS observations and a
 AJ5640.high-resolution geoid model.
 AJ5640.The orthometric height was determined by GPS observations and a
 AJ5640.high-resolution geoid model using precise GPS observation and
 AJ5640.processing techniques.
 AJ5640
 AJ5640.Photographs are available for this station.
 AJ5640
 AJ5640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5640
 AJ5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5640
 AJ5640.The ellipsoidal height was determined by GPS observations
 AJ5640.and is referenced to NAD 83.
 AJ5640
 AJ5640.The geoid height was determined by GEOID03.
 AJ5640
 AJ5640;                    North         East     Units Scale Factor Converg.
 AJ5640;SPC AZ C     -   559,039.783   221,146.269   MT  0.99990075   +0 03 03.0
 AJ5640;SPC AZ C     - 1,834,120.02    725,545.50   iFT  0.99990075   +0 03 03.0
 AJ5640;UTM  12      - 3,988,789.374   425,208.678   MT  0.99966892   -0 29 18.6
 AJ5640
 AJ5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5640!SPC AZ C     -   0.99964489  x   0.99990075  =   0.99954568
 AJ5640!UTM  12      -   0.99964489  x   0.99966892  =   0.99931393
 AJ5640
 AJ5640                          SUPERSEDED SURVEY CONTROL
 AJ5640
 AJ5640  NAD 83(1992)-  36 02 26.77434(N)    111 49 48.92270(W) AD(       ) A
 AJ5640  ELLIP H (10/04/01) 2263.380  (m)                       GP(       ) 3 2
 AJ5640
 AJ5640.Superseded values are not recommended for survey control.
 AJ5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5640.See file dsdata.txt to determine how the superseded data were derived.
 AJ5640
 AJ5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2520988789(NAD 83)
 AJ5640_MARKER: DD = SURVEY DISK
 AJ5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5640_STAMPING: DSVW GCMRC 01
 AJ5640_MARK LOGO: NONE  
 AJ5640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5640+STABILITY: SURFACE MOTION
 AJ5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5640+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 AJ5640
 AJ5640  HISTORY     - Date     Condition        Report By
 AJ5640  HISTORY     - 20010205 MONUMENTED       GRANCN
 AJ5640  HISTORY     - 20030524 GOOD             JCLS
 AJ5640  HISTORY     - 20030528 GOOD             GRANCN
 AJ5640  HISTORY     - 20050401 GOOD             GRANCN
 AJ5640  HISTORY     - 20050721 GOOD             GEOCAC
 AJ5640
 AJ5640                          STATION DESCRIPTION
 AJ5640
 AJ5640'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2001 (FMG)
 AJ5640'THIS STATION IS A REPLACEMENT FOR NAVAJO POINT (GP0594) THAT WAS
 AJ5640'LOST TO VANDALISM EARLIER THIS YEAR.  THE STATION IS LOCATED NEAR
 AJ5640'DESERT VIEW OVERLOOK (WATCH TOWER) ON SOUTH RIM DRIVE, HIGHWAY
 AJ5640'64,  GRAND CANYON, ARIZONA.  THE STATION IS 34 MILES WEST OF
 AJ5640'CAMERON, AZ, 80 MILES NORTH OF FLAGSTAFF, AZ, AND 55 MILES NORTH OF
 AJ5640'WILLIAMS, AZ.  THE STATION IS NEAR THE EASTERN EDGE OF GRAND
 AJ5640'CANYON NATIONAL PARK.
 AJ5640' 
 AJ5640'TO REACH THE STATION FROM FLAGSTAFF, AZ DRIVE NORTH ON US
 AJ5640'HIGHWAY 89 TO THE TOWN OF CAMERON. TURN WEST (LEFT) ON TO STATE
 AJ5640'HIGHWAY 64 AND PROCEED FOR 33 MILES TO THE ENTRANCE GRAND
 AJ5640'CANYON NATIONAL PARK.  CONTINUE FOR 3.7 MILES TO A PULLOUT ON THE
 AJ5640'RIGHT (NORTH) AND PARK IN THE PULLOUT.  THE PULLOUT IS ALSO O.6 MILES
 AJ5640'BEYOND THE FEE STATION AND 0.2 MILES FROM WEST DRIVE OF DESERT
 AJ5640'VIEW PARKING LOT.  WALK NORTHERLY TOWARD THE CANYON RIM FOR
 AJ5640'APPROXIMATELY 250 FT TO THE STATION.
 AJ5640' 
 AJ5640'THE STATION IS A 5 INCH X 5 INCH X 12 INCH HIGH CONCRETE PEDESTAL
 AJ5640'WITH A FLAT BRASS DISK IN THE CENTER APPROXIMATELY 25 FT FROM THE
 AJ5640'RIM OF THE CANYON.  THE STATION DISK IS 2.5 INCHES IN DIAMETER, WITH
 AJ5640'STAMPINGS DSVW, GCMRC, AND 01.
 AJ5640' 
 AJ5640'
 AJ5640
 AJ5640                          STATION RECOVERY (2003)
 AJ5640
 AJ5640'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AJ5640'RECOVERED IN GOOD CONDITION.
 AJ5640
 AJ5640                          STATION RECOVERY (2003)
 AJ5640
 AJ5640'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003 (DHM)
 AJ5640'RECOVERED AS DESCRIBED.
 AJ5640
 AJ5640                          STATION RECOVERY (2005)
 AJ5640
 AJ5640'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 AJ5640'RECOVERED AS DESCRIBED
 AJ5640
 AJ5640                          STATION RECOVERY (2005)
 AJ5640
 AJ5640'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AJ5640'FOUND THE STATION IN GOOD CONDITION.  FOUND REFERENCE MARK NO. 1 AND
 AJ5640'REFERENCE MARK NO. 2 FOR THE REPLACED STATION NAVAJO POINT IN GOOD
 AJ5640'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0593 ***********************************************************************
 GP0593  DESIGNATION -  DESERT VIEW INDIAN WATCH TOWER
 GP0593  PID         -  GP0593
 GP0593  STATE/COUNTY-  AZ/COCONINO
 GP0593  USGS QUAD   -  DESERT VIEW (1988)
 GP0593
 GP0593                         *CURRENT SURVEY CONTROL
 GP0593  ___________________________________________________________________
 GP0593* NAD 83(1992)-  36 02 38.44187(N)    111 49 34.49989(W)     ADJUSTED  
 GP0593* NAVD 88     -              **(meters)            **(feet)            
 GP0593  ___________________________________________________________________
 GP0593  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 GP0593  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0593  HORZ ORDER  -  THIRD
 GP0593
 GP0593.The horizontal coordinates were established by classical geodetic methods
 GP0593.and adjusted by the National Geodetic Survey in August 1993.
 GP0593
 GP0593
 GP0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0593
 GP0593.The geoid height was determined by GEOID03.
 GP0593
 GP0593;                    North         East     Units Scale Factor Converg.
 GP0593;SPC AZ C     -   559,399.689   221,506.957   MT  0.99990082   +0 03 11.5
 GP0593;SPC AZ C     - 1,835,300.82    726,728.86   iFT  0.99990082   +0 03 11.5
 GP0593;UTM  12      - 3,989,145.786   425,572.654   MT  0.99966825   -0 29 10.3
 GP0593
 GP0593                          SUPERSEDED SURVEY CONTROL
 GP0593
 GP0593  NAD 83(1986)-  36 02 38.44346(N)    111 49 34.49927(W) AD(       ) 4
 GP0593  NAD 27      -  36 02 38.48500(N)    111 49 31.92800(W) AD(       ) 3
 GP0593
 GP0593.Superseded values are not recommended for survey control.
 GP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0593.See file dsdata.txt to determine how the superseded data were derived.
 GP0593
 GP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2557389146(NAD 83)
 GP0593_MARKER: 55 = TOWER
 GP0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0593+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 GP0593
 GP0593  HISTORY     - Date     Condition        Report By
 GP0593  HISTORY     - 1934     FIRST OBSERVED   CGS
 GP0593  HISTORY     - 1955     GOOD             CGS
 GP0593  HISTORY     - 20050721 GOOD             GEOCAC
 GP0593  HISTORY     - 20070611 GOOD             GEOCAC
 GP0593
 GP0593                          STATION DESCRIPTION
 GP0593
 GP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GP0593'THIS INTERSECTION STATION IS ABOUT 25 MI. E ALONG STATE HIGHWAY
 GP0593'64 FROM THE VILLAGE OF GRAND CANYON, AND ON THE N SIDE OF THE
 GP0593'HIGHWAY.  IT IS THE APEX OF THE MASONRY TOWER WHICH HOUSES
 GP0593'THE FRED HARVEY DESERT VIEW INDIAN WATCH TOWER CURIO SHOP.
 GP0593
 GP0593                          STATION RECOVERY (2005)
 GP0593
 GP0593'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GP0593'RECOVERED IN GOOD CONDITION.
 GP0593
 GP0593                          STATION RECOVERY (2007)
 GP0593
 GP0593'RECOVERY NOTE BY GEOCACHING 2007 (RON)
 GP0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1398 ***********************************************************************
 DV1398  DESIGNATION -  DESERT WELL
 DV1398  PID         -  DV1398
 DV1398  STATE/COUNTY-  AZ/MARICOPA
 DV1398  USGS QUAD   -  VICKSBURG (1990)
 DV1398
 DV1398                         *CURRENT SURVEY CONTROL
 DV1398  ___________________________________________________________________
 DV1398* NAD 83(1992)-  33 42 01.45292(N)    113 51 53.32946(W)     ADJUSTED  
 DV1398* NAVD 88     -       351.221  (meters)    1152.30   (feet)  ADJUSTED  
 DV1398  ___________________________________________________________________
 DV1398  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV1398  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1398  DYNAMIC HT  -         350.823 (meters)    1150.99  (feet)  COMP
 DV1398  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 DV1398
 DV1398  HORZ ORDER  -  SECOND
 DV1398  VERT ORDER  -  FIRST     CLASS II
 DV1398
 DV1398.The horizontal coordinates were established by classical geodetic methods
 DV1398.and adjusted by the National Geodetic Survey in August 1993.
 DV1398
 DV1398.The orthometric height was determined by differential leveling
 DV1398.and adjusted in June 1991.
 DV1398
 DV1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1398
 DV1398.The geoid height was determined by GEOID03.
 DV1398
 DV1398.The dynamic height is computed by dividing the NAVD 88
 DV1398.geopotential number by the normal gravity value computed on the
 DV1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1398.degrees latitude (g = 980.6199 gals.).
 DV1398
 DV1398.The modeled gravity was interpolated from observed gravity values.
 DV1398
 DV1398;                    North         East     Units Scale Factor Converg.
 DV1398;SPC AZ C     -   301,130.047    32,756.042   MT  1.00030201   -1 04 52.4
 DV1398;SPC AZ C     -   987,959.47    107,467.33   iFT  1.00030201   -1 04 52.4
 DV1398;SPC AZ W     -   299,441.933   202,716.571   MT  0.99993473   -0 03 49.3
 DV1398;SPC AZ W     -   982,421.04    665,080.61   iFT  0.99993473   -0 03 49.3
 DV1398;UTM  12      - 3,732,623.209   234,472.651   MT  1.00046928   -1 35 25.7
 DV1398
 DV1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1398!SPC AZ C     -   0.99994977  x   1.00030201  =   1.00025177
 DV1398!SPC AZ W     -   0.99994977  x   0.99993473  =   0.99988451
 DV1398!UTM  12      -   0.99994977  x   1.00046928  =   1.00041903
 DV1398
 DV1398|---------------------------------------------------------------------|
 DV1398| PID    Reference Object                     Distance      Geod. Az  |
 DV1398|                                                           dddmmss.s |
 DV1398| DV1399 DESERT WELL RM 1                     11.649 METERS 07550     |
 DV1398| DV1400 DESERT WELL RM 2                     11.938 METERS 16253     |
 DV1398| DV1157 G 30                                               2481732.5 |
 DV1398|---------------------------------------------------------------------|
 DV1398
 DV1398                          SUPERSEDED SURVEY CONTROL
 DV1398
 DV1398  NAD 83(1986)-  33 42 01.44763(N)    113 51 53.34146(W) AD(       ) 2
 DV1398  NAD 27      -  33 42 01.33860(N)    113 51 50.57000(W) AD(       ) 2
 DV1398  NGVD 29 (11/27/91)  350.45   (m)         1149.8    (f) LEVELING    3  
 DV1398
 DV1398.Superseded values are not recommended for survey control.
 DV1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1398.See file dsdata.txt to determine how the superseded data were derived.
 DV1398
 DV1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3447332623(NAD 83)
 DV1398_MARKER: DS = TRIANGULATION STATION DISK
 DV1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1398_SP_SET: CONCRETE POST
 DV1398_STAMPING: DESERT WELL 1948
 DV1398_MARK LOGO: CGS   
 DV1398_PROJECTION: PROJECTING 12 CENTIMETERS
 DV1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1398+STABILITY: SURFACE MOTION
 DV1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1398+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1398
 DV1398  HISTORY     - Date     Condition        Report By
 DV1398  HISTORY     - 1949     MONUMENTED       CGS
 DV1398  HISTORY     - 1981     GOOD             NGS
 DV1398  HISTORY     - 1981     GOOD             NGS
 DV1398  HISTORY     - 1985     GOOD             AZDT
 DV1398  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1398  HISTORY     - 20071019 GOOD             GEOCAC
 DV1398
 DV1398                          STATION DESCRIPTION
 DV1398
 DV1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1398'THE STATION IS LOCATED IN LINE WITH TELEPHONE LINE ABOUT 20
 DV1398'MILES AIR LINE EAST OF QUARTSITE, ABOUT 9 MILES AIR LINE
 DV1398'WEST OF HOPE, 0.15 MILE AIR LINE NORTH OF U.S. HIGHWAY 60 AND 70
 DV1398'AND 15 FEET NORTHWEST OF A WHITE WITNESS POST.  THE STATION
 DV1398'MARK PROJECTS 6 INCHES AND IS STAMPED, DESERT WELL 1948.
 DV1398'
 DV1398'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1398'THE STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, DESERT WELL
 DV1398'NO 1 1948.
 DV1398'
 DV1398'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DV1398'STATION MARK, PROJECTS 4 INCHES AND STAMPED, DESERT WELL NO 2
 DV1398'1948.
 DV1398'
 DV1398'THE AZIMUTH MARK IS A BENCH MARK SET IN A 12 X 12 INCH CONCRETE
 DV1398'POST 78 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60 AND
 DV1398'70, 4 FEET NORTH OF A WHITE WITNESS POST, PROJECTS 6 INCHES
 DV1398'AND IS STAMPED, 1177.481 G 30 1933.
 DV1398'
 DV1398'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO EAST
 DV1398'ON U.S. HIGHWAY 60 AND 70 FOR 21.2 MILES TO THE AZIMUTH ON THE
 DV1398'LEFT, NORTH.  CONTINUE ON HIGHWAY FOR 1.0 MILE.  HERE TURN
 DV1398'LEFT, NORTH, ACROSS COUNTRY FOR 0.15 MILE TO TELEPHONE LINE
 DV1398'AND STATION AS DESCRIBED.  A DRIVE STATION.
 DV1398
 DV1398                          STATION RECOVERY (1981)
 DV1398
 DV1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1398'THE STATION, RM 1 AND RM 2 WERE FOUND AS DECRIBED.
 DV1398
 DV1398                          STATION RECOVERY (1981)
 DV1398
 DV1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1398'27.0 KM (16.8 MI) SW FROM SALOME.
 DV1398'26.8 KM (16.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1398'OF SALOME ROAD IN SALOME, THENCE 0.25 KM (0.15 MI) NORTHWEST
 DV1398'CROSS-COUNTRY, 0.4 KM (0.25 MI) SOUTHWEST OF A WHITE CINDER BLOCK
 DV1398'BUILDING FOR AN UNDERGROUND TELEPHONE CABLE SUBSTATION NUMBER 6, 20.0
 DV1398'METERS (65.5 FT) SOUTHWEST OF A TELEPHONE POLE, 11.65 METERS (38.2 FT)
 DV1398'SOUTHWEST OF REFERENCE MARK NUMBER 1, 11.95 METERS (39.2 FT) NORTHWEST
 DV1398'OF REFERENCE MARK NUMBER 2.
 DV1398'THE MARK IS 4.7 METERS  NW FROM  4 X 4 WOODEN WITNESS POS
 DV1398
 DV1398                          STATION RECOVERY (1985)
 DV1398
 DV1398'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1398'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV1398'AND FOUND IN GOOD CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.
 DV1398
 DV1398                          STATION RECOVERY (2004)
 DV1398
 DV1398'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1398'MARK SEEN AT DISTANCE, NO TRESPASSING SIGNS
 DV1398
 DV1398                          STATION RECOVERY (2007)
 DV1398
 DV1398'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1398'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1398'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DV1398'THE STATION IS LOCATED IN LA PAZ COUNTY, THERE IS NO SIGN ON THE
 DV1398'WITNESS POST, AND THE STATION IS LOCATED WEST OF THE POWER LINE POLES.
 DV1398'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DV1398' 
 DV1398'UPDATE TO THE TO REACH DESCRIPTION FOLLOWS - INSTEAD OF TRAVELING
 DV1398'ACROSS COUNTRY, A GATED GRADED ROAD SHOULD BE USED FOR ACCESS TO THE
 DV1398'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1399 ***********************************************************************
 DV1399  DESIGNATION -  DESERT WELL RM 1
 DV1399  PID         -  DV1399
 DV1399  STATE/COUNTY-  AZ/LA PAZ
 DV1399  USGS QUAD   -  VICKSBURG (1990)
 DV1399
 DV1399                         *CURRENT SURVEY CONTROL
 DV1399  ___________________________________________________________________
 DV1399* NAD 83(1986)-  33 42 01.     (N)    113 51 53.     (W)     SCALED    
 DV1399* NAVD 88     -       351.116  (meters)    1151.95   (feet)  ADJUSTED  
 DV1399  ___________________________________________________________________
 DV1399  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1399  DYNAMIC HT  -         350.717 (meters)    1150.64  (feet)  COMP
 DV1399  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 DV1399
 DV1399  VERT ORDER  -  FIRST     CLASS II
 DV1399
 DV1399.The horizontal coordinates were scaled from a topographic map and have
 DV1399.an estimated accuracy of +/- 6 seconds.
 DV1399
 DV1399.The orthometric height was determined by differential leveling
 DV1399.and adjusted in June 1991.
 DV1399
 DV1399.The geoid height was determined by GEOID03.
 DV1399
 DV1399.The dynamic height is computed by dividing the NAVD 88
 DV1399.geopotential number by the normal gravity value computed on the
 DV1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1399.degrees latitude (g = 980.6199 gals.).
 DV1399
 DV1399.The modeled gravity was interpolated from observed gravity values.
 DV1399
 DV1399;                    North         East    Units  Estimated Accuracy
 DV1399;SPC AZ W     -   299,430.      202,730.      MT  (+/- 180 meters Scaled)
 DV1399
 DV1399                          SUPERSEDED SURVEY CONTROL
 DV1399
 DV1399.No superseded survey control is available for this station.
 DV1399
 DV1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC344326(NAD 83)
 DV1399_MARKER: DR = REFERENCE MARK DISK
 DV1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1399_SP_SET: CONCRETE POST
 DV1399_STAMPING: DESERT WELL NO 1 1948
 DV1399_MARK LOGO: CGS   
 DV1399_PROJECTION: PROJECTING 12 CENTIMETERS
 DV1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1399+STABILITY: SURFACE MOTION
 DV1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1399+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1399
 DV1399  HISTORY     - Date     Condition        Report By
 DV1399  HISTORY     - 1948     MONUMENTED       CGS
 DV1399  HISTORY     - 1981     GOOD             NGS
 DV1399  HISTORY     - 20071019 GOOD             GEOCAC
 DV1399
 DV1399                          STATION DESCRIPTION
 DV1399
 DV1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1399'27.0 KM (16.8 MI) SW FROM SALOME.
 DV1399'26.8 KM (16.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1399'OF SALOME ROAD IN SALOME, THENCE 0.25 KM (0.15 MI) NORTHWEST CROSS
 DV1399'COUNTRY, 0.4 KM (0.25 MI) SOUTHWEST OF A WHITE CINDER BLOCK BUILDING
 DV1399'FOR AN UNDERGROUND TELEPHONE CABLE SUBSTATION NUMBER 6, IN LINE WITH A
 DV1399'ROW OF TELEPHONE POLES, 8.3 METERS (27.3 FT) SOUTHWEST OF A TELEPHONE
 DV1399'POLE, 16.25 METERS (53.3 FT) NORTH-NORTHEAST OF REFERENCE MARK NUMBER
 DV1399'2, 11.65 METERS (38.2 FT) NORTHEAST OF TRIANGULATION STATION DESERT
 DV1399'WELL.
 DV1399'THE MARK IS 10.2 METERS  NE FROM  4 X 4 WOODEN WITNESS POS
 DV1399
 DV1399                          STATION RECOVERY (2007)
 DV1399
 DV1399'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1399'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1399'THE DESCRIPTION - THERE IS NO SIGN ON THE WITNESS POST. HANDHELD
 DV1399'COORDINATES
 DV1399'33 42 01.6 (N)   113 51 52.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1400 ***********************************************************************
 DV1400  DESIGNATION -  DESERT WELL RM 2
 DV1400  PID         -  DV1400
 DV1400  STATE/COUNTY-  AZ/LA PAZ
 DV1400  USGS QUAD   -  VICKSBURG (1990)
 DV1400
 DV1400                         *CURRENT SURVEY CONTROL
 DV1400  ___________________________________________________________________
 DV1400* NAD 83(1986)-  33 42 01.     (N)    113 51 53.     (W)     SCALED    
 DV1400* NAVD 88     -       351.115  (meters)    1151.95   (feet)  ADJUSTED  
 DV1400  ___________________________________________________________________
 DV1400  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1400  DYNAMIC HT  -         350.716 (meters)    1150.64  (feet)  COMP
 DV1400  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 DV1400
 DV1400  VERT ORDER  -  FIRST     CLASS II
 DV1400
 DV1400.The horizontal coordinates were scaled from a topographic map and have
 DV1400.an estimated accuracy of +/- 6 seconds.
 DV1400
 DV1400.The orthometric height was determined by differential leveling
 DV1400.and adjusted in June 1991.
 DV1400
 DV1400.The geoid height was determined by GEOID03.
 DV1400
 DV1400.The dynamic height is computed by dividing the NAVD 88
 DV1400.geopotential number by the normal gravity value computed on the
 DV1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1400.degrees latitude (g = 980.6199 gals.).
 DV1400
 DV1400.The modeled gravity was interpolated from observed gravity values.
 DV1400
 DV1400;                    North         East    Units  Estimated Accuracy
 DV1400;SPC AZ W     -   299,430.      202,730.      MT  (+/- 180 meters Scaled)
 DV1400
 DV1400                          SUPERSEDED SURVEY CONTROL
 DV1400
 DV1400.No superseded survey control is available for this station.
 DV1400
 DV1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC344326(NAD 83)
 DV1400_MARKER: DR = REFERENCE MARK DISK
 DV1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1400_SP_SET: CONCRETE POST
 DV1400_STAMPING: DESERT WELL NO 2 1948
 DV1400_MARK LOGO: CGS   
 DV1400_PROJECTION: PROJECTING 10 CENTIMETERS
 DV1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1400+STABILITY: SURFACE MOTION
 DV1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1400+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1400
 DV1400  HISTORY     - Date     Condition        Report By
 DV1400  HISTORY     - 1948     MONUMENTED       CGS
 DV1400  HISTORY     - 1981     GOOD             NGS
 DV1400  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1400  HISTORY     - 20071019 GOOD             GEOCAC
 DV1400
 DV1400                          STATION DESCRIPTION
 DV1400
 DV1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1400'27.0 KM (16.68 MI) SW FROM SALOME.
 DV1400'26.8 KM (16.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1400'OF SALOME ROAD IN SALOME, THENCE 0.25 KM (0.15 MI) NORTHWEST
 DV1400'CROSS-COUNTRY, 0.4 KM (0.25 MI) SOUTHWEST OF A WHITE CINDER BLOCK
 DV1400'BUILDING FOR AN UNDERGROUND TELEPHONE CABLE SUBSTATION NUMBER 6, 22.6
 DV1400'METERS (74.0 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE, 11.95 METERS
 DV1400'(39.2 FT) SOUTHEAST OF THE TRIANGULATION STATION, 16.25 METERS (53.3
 DV1400'FT) SOUTH-SOUTHWEST OF REFERENCE MARK NUMBER 1.
 DV1400'THE MARK IS 7.9 METERS  SE FROM  4 X 4 WOODEN WITNESS POS
 DV1400
 DV1400                          STATION RECOVERY (2004)
 DV1400
 DV1400'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1400'MARK SEEN AT DISTANCE, NO TRESPASSING SIGNS
 DV1400
 DV1400                          STATION RECOVERY (2007)
 DV1400
 DV1400'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1400'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1400'THE DESCRIPTION - THE WITNESS POST WAS NOT FOUND. HANDHELD COORDINATES
 DV1400' 
 DV1400'33 42 01.1 (N)   114 51 53.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1557 ***********************************************************************
 DA1557  DESIGNATION -  DESOLATE
 DA1557  PID         -  DA1557
 DA1557  STATE/COUNTY-  AZ/MARICOPA
 DA1557  USGS QUAD   -  PLATT WELL (1986)
 DA1557
 DA1557                         *CURRENT SURVEY CONTROL
 DA1557  ___________________________________________________________________
 DA1557* NAD 83(1992)-  32 44 56.35934(N)    112 31 13.04398(W)     ADJUSTED  
 DA1557* NAVD 88     -       681.17   (+/-2cm)    2234.8    (feet)  VERTCON   
 DA1557  ___________________________________________________________________
 DA1557  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 DA1557  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA1557  HORZ ORDER  -  THIRD
 DA1557  VERT ORDER  -  THIRD ? (See Below)
 DA1557
 DA1557.The horizontal coordinates were established by classical geodetic methods
 DA1557.and adjusted by the National Geodetic Survey in August 1993.
 DA1557
 DA1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1557.The vertical order pertains to the NGVD 29 superseded value.
 DA1557
 DA1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1557
 DA1557.The geoid height was determined by GEOID03.
 DA1557
 DA1557;                    North         East     Units Scale Factor Converg.
 DA1557;SPC AZ C     -   194,077.802   156,795.489   MT  0.99993944   -0 19 35.6
 DA1557;SPC AZ C     -   636,738.20    514,420.90   iFT  0.99993944   -0 19 35.6
 DA1557;UTM  12      - 3,624,482.702   357,573.079   MT  0.99985013   -0 49 21.2
 DA1557
 DA1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1557!SPC AZ C     -   0.99989789  x   0.99993944  =   0.99983734
 DA1557!UTM  12      -   0.99989789  x   0.99985013  =   0.99974804
 DA1557
 DA1557:                Primary Azimuth Mark                     Grid Az
 DA1557:SPC AZ C     -  DESOLATE AZ MK                           006 42 40.9
 DA1557:UTM  12      -  DESOLATE AZ MK                           007 12 26.5
 DA1557
 DA1557|---------------------------------------------------------------------|
 DA1557| PID    Reference Object                     Distance      Geod. Az  |
 DA1557|                                                           dddmmss.s |
 DA1557| CH5068 DESOLATE AZ MK                                     0062305.3 |
 DA1557| CH5069 DESOLATE RM 1                         4.559 METERS 15619     |
 DA1557| CH5070 DESOLATE RM 2                         3.610 METERS 21940     |
 DA1557|---------------------------------------------------------------------|
 DA1557
 DA1557                          SUPERSEDED SURVEY CONTROL
 DA1557
 DA1557  NAD 83(1986)-  32 44 56.34843(N)    112 31 13.04693(W) AD(       ) 3
 DA1557  NAD 27      -  32 44 56.17600(N)    112 31 10.52200(W) AD(       ) 3
 DA1557  NGVD 29 (07/19/86)  680.49   (m)         2232.6    (f) LEVELING    3  
 DA1557
 DA1557.Superseded values are not recommended for survey control.
 DA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1557.See file dsdata.txt to determine how the superseded data were derived.
 DA1557
 DA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5757324483(NAD 83)
 DA1557_MARKER: DS = TRIANGULATION STATION DISK
 DA1557_SETTING: 66 = SET IN ROCK OUTCROP
 DA1557_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1557
 DA1557  HISTORY     - Date     Condition        Report By
 DA1557  HISTORY     - 1936     MONUMENTED       CGS
 DA1557  HISTORY     - 1944     MARK NOT FOUND   CGS
 DA1557
 DA1557                          STATION DESCRIPTION
 DA1557
 DA1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1557'ABOUT 18 MILES SOUTHEAST OF GILA BEND AND 9 MILES SOUTH OF
 DA1557'STATE HIGHWAY NO. 84, ON THE SUMMIT OF THE HIGHEST PEAK OF
 DA1557'A RANGE OF LOW, BARREN HILLS LYING ABOUT 6 MILES WEST OF THE
 DA1557'MARICOPA MOUNTAINS, 2 MILES SOUTH OF A HIGH, LAVA MESA AND
 DA1557'ABOUT 1 MILE EAST OF A PROMINENT, LONE PEAK.  ON THE SUMMIT
 DA1557'OF THE FIRST PEAK NORTHEAST OF THE MOST SOUTHWESTERLY ONE OF
 DA1557'THE GROUP, IN THE APPROXIMATE CENTER OF THE SHARP, BARREN
 DA1557'SUMMIT WHICH IS COVERED WITH SMALL GRAYISH ROCKS, AND 4 FEET
 DA1557'NORTHEAST OF A ROCK CAIRN.  MARKED BY A STANDARD BRONZE DISK
 DA1557'SET IN BEDROCK ABOUT 6 INCHES BELOW SURFACE OF GROUND.
 DA1557'REFERENCE MARK NO. 1, A STANDARD
 DA1557'BRONZE REFERENCE DISK, IS IN TOP OF SMALL BOULDER
 DA1557'AT SOUTH EDGE OF SUMMIT AND 4.559 METERS (14.96 FEET) FROM
 DA1557'STATION S 23 DEG 41 MIN E.  REFERENCE MARK NO. 2, A
 DA1557'STANDARD BRONZE REFERENCE DISK, IS IN RANGE
 DA1557'WITH THE RIDGE LINE, IN TOP OF SMALL BOULDER AT EDGE OF
 DA1557'THE SUMMIT AND 3.610 METERS (11.84 FEET) FROM STATION
 DA1557'S 39 DEG 40 MIN W.  THE AZIMUTH MARK, A STANDARD
 DA1557'BRONZE DISK, IS ON THE HIGH POINT OF A SMALL HILL
 DA1557'COVERED WITH GRAYISH ROCK, THE MOST SOUTHERLY ENTIRELY
 DA1557'DETACHED ONE OF THE NUMEROUS SMALL HILLS OF THIS TYPE AND
 DA1557'ABOUT 0.8 MILE FROM STATION N 06 DEG 23 MIN E.
 DA1557
 DA1557                          STATION RECOVERY (1944)
 DA1557
 DA1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DA1557'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0934 ***********************************************************************
 FS0934  CBN         -  This is a Cooperative Base Network Control Station.
 FS0934  DESIGNATION -  DETRITAL
 FS0934  PID         -  FS0934
 FS0934  STATE/COUNTY-  AZ/MOHAVE
 FS0934  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0934
 FS0934                         *CURRENT SURVEY CONTROL
 FS0934  ___________________________________________________________________
 FS0934* NAD 83(2007)-  35 37 08.05647(N)    114 25 07.38044(W)     ADJUSTED  
 FS0934* NAVD 88     -       814.864  (meters)    2673.43   (feet)  ADJUSTED  
 FS0934  ___________________________________________________________________
 FS0934  EPOCH DATE  -        2007.00
 FS0934  X           -  -2,146,125.697 (meters)                     COMP
 FS0934  Y           -  -4,727,002.665 (meters)                     COMP
 FS0934  Z           -   3,694,358.303 (meters)                     COMP
 FS0934  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 FS0934  ELLIP HEIGHT-         786.430 (meters)          (02/10/07) ADJUSTED
 FS0934  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0934  DYNAMIC HT  -         813.961 (meters)    2670.47  (feet)  COMP
 FS0934
 FS0934  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FS0934  Type    PID    Designation                      North   East  Ellip
 FS0934  -------------------------------------------------------------------
 FS0934  NETWORK FS0934 DETRITAL                          0.35   0.35   3.55
 FS0934  -------------------------------------------------------------------
 FS0934  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 FS0934
 FS0934  VERT ORDER  -  FIRST     CLASS II
 FS0934
 FS0934.The horizontal coordinates were established by GPS observations
 FS0934.and adjusted by the National Geodetic Survey in February 2007.
 FS0934
 FS0934.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0934.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0934.The horizontal coordinates are valid at the epoch date displayed above.
 FS0934.The epoch date for horizontal control is a decimal equivalence
 FS0934.of Year/Month/Day.
 FS0934
 FS0934.The orthometric height was determined by differential leveling
 FS0934.and adjusted in June 1991.
 FS0934
 FS0934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0934
 FS0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0934
 FS0934.The ellipsoidal height was determined by GPS observations
 FS0934.and is referenced to NAD 83.
 FS0934
 FS0934.The geoid height was determined by GEOID03.
 FS0934
 FS0934.The dynamic height is computed by dividing the NAVD 88
 FS0934.geopotential number by the normal gravity value computed on the
 FS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0934.degrees latitude (g = 980.6199 gals.).
 FS0934
 FS0934.The modeled gravity was interpolated from observed gravity values.
 FS0934
 FS0934;                    North         East     Units Scale Factor Converg.
 FS0934;SPC AZ W     -   512,455.463   152,780.869   MT  0.99997854   -0 23 22.1
 FS0934;SPC AZ W     - 1,681,284.33    501,249.57   iFT  0.99997854   -0 23 22.1
 FS0934;UTM  11      - 3,944,748.961   733,784.724   MT  1.00027356   +1 30 14.4
 FS0934
 FS0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0934!SPC AZ W     -   0.99987658  x   0.99997854  =   0.99985512
 FS0934!UTM  11      -   0.99987658  x   1.00027356  =   1.00015011
 FS0934
 FS0934|---------------------------------------------------------------------|
 FS0934| PID    Reference Object                     Distance      Geod. Az  |
 FS0934|                                                           dddmmss.s |
 FS0934| FS0305 T 121                                63.433 METERS 06547     |
 FS0934| CS4799 T 121                                              06547     |
 FS0934| CS4800 DETRITAL RM 3                        13.303 METERS 13812     |
 FS0934| CC4641 2695.07                                            1423444.7 |
 FS0934| FS1355 FERRY                               APPROX. 5.2 KM 1465650.4 |
 FS0934| FS1340 1285 10                             APPROX. 0.5 KM 3290531.6 |
 FS0934| FS0935 DETRITAL RM 1                        15.152 METERS 33247     |
 FS0934|---------------------------------------------------------------------|
 FS0934
 FS0934                          SUPERSEDED SURVEY CONTROL
 FS0934
 FS0934  NAD 83(1992)-  35 37 08.05580(N)    114 25 07.37999(W) AD(2000.35) A
 FS0934  ELLIP H (04/03/01)  786.443  (m)                       GP(2000.35) 1 1
 FS0934  NAD 83(1992)-  35 37 08.05719(N)    114 25 07.37850(W) AD(       ) 2
 FS0934  NAD 83(1986)-  35 37 08.05467(N)    114 25 07.37335(W) AD(       ) 2
 FS0934  NAD 27      -  35 37 08.08200(N)    114 25 04.49800(W) AD(       ) 2
 FS0934  NAVD 88 (03/02/09)  814.86   (m)         2673.4    (f) LEVELING    3  
 FS0934  NGVD 29 (11/23/90)  814.25   (m)         2671.4    (f) LEVELING    3  
 FS0934
 FS0934.Superseded values are not recommended for survey control.
 FS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0934.See file dsdata.txt to determine how the superseded data were derived.
 FS0934
 FS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3378544749(NAD 83)
 FS0934_MARKER: DS = TRIANGULATION STATION DISK
 FS0934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0934_SP_SET: SHALLOW-SET PIPE
 FS0934_STAMPING: DETRITAL 1950
 FS0934_MARK LOGO: CGS   
 FS0934_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0934_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0934+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 FS0934
 FS0934  HISTORY     - Date     Condition        Report By
 FS0934  HISTORY     - 1950     MONUMENTED       CGS
 FS0934  HISTORY     - 1955     GOOD             CGS
 FS0934  HISTORY     - 1981     GOOD             AZDT
 FS0934  HISTORY     - 1982     GOOD             NGS
 FS0934  HISTORY     - 20000501 GOOD             NGS
 FS0934  HISTORY     - 20081114 GOOD             GEOANA
 FS0934
 FS0934                          STATION DESCRIPTION
 FS0934
 FS0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS0934'THE STATION IS LOCATED ABOUT 36 MILES (AIRLINE) NORTHWEST OF
 FS0934'KINGMAN ON THE WEST SIDE OF U.S. HIGHWAY 93-466, AND 0.8 MILE
 FS0934'NORTH OF THE CONCRETE BRIDGE OVER THE DETRITAL WASH, 105 FEET
 FS0934'WEST OF THE CENTER LINE OF HIGHWAY, 120 FEET SOUTHWEST OF A
 FS0934'CONCRETE POST THAT HAS NUMBERS (3-5) ENGRAVED ON THE SIDE, AND
 FS0934'6 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE MARK IS A
 FS0934'STANDARD DISK BRAZED IN THE TOP OF A 2 INCH IRON PIPE,
 FS0934'PROJECTING ABOUT 2 INCHES.  STAMPED DETRITAL 1950.
 FS0934'
 FS0934'R.M. 1 IS NORTHWEST OF THE STATION AND ABOUT THE SAME ELEVATION,
 FS0934'2 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE MARK IS A
 FS0934'STANDARD DISK BRAZED IN THE TOP OF A 2 INCH IRON PIPE, PROJECTING
 FS0934'ABOUT 3 INCHES.  STAMPED DETRITAL NO 1 1950.
 FS0934'
 FS0934'B.M. T 121 (R.M. 2) IS NORTHEAST OF THE STATION IN THE EAST
 FS0934'HIGHWAY RIGHT-OF-WAY FENCE, 101 FEET EAST OF THE CENTER LINE
 FS0934'OF HIGHWAY, AND 2.4 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 FS0934'IS A STANDARD BENCH MARK DISK SET IN A 10 INCH SQUARE CONCRETE
 FS0934'POST, PROJECTING ABOUT 8 INCHES.  STAMPED T 121 1935.
 FS0934'
 FS0934'ARIZONA HIGHWAY DEPARTMENT SURVEY MARK IS THE AZIMUTH MARK.
 FS0934'IT IS ABOUT 0.8 MILE EAST-SOUTHEAST OF THE STATION IN THE
 FS0934'SOUTHEAST RAILING OF A CONCRETE BRIDGE ACROSS DETRITAL WASH.
 FS0934'THE MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE, 9.3 FEET
 FS0934'NORTH OF THE SOUTHEAST END OF THE RAILING.  STAMPED ELEV 2695-07.
 FS0934'
 FS0934'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 FS0934'62 WITH U.S. HIGHWAY 93-466 WHICH IS ABOUT 19 MILES NORTHWEST
 FS0934'OF KINGMAN, GO NORTHWEST ON U.S. HIGHWAY 93-466 FOR 15.8 MILES
 FS0934'TO THE BRIDGE OVER DETRITAL WASH.  THE AZIMUTH MARK ON THE RIGHT
 FS0934'AS DESCRIBED.  THENCE CONTINUE ON HIGHWAY 0.8 MILE TO THE STATION
 FS0934'ALONG THE WEST RIGHT-OF-WAY FENCE LINE.
 FS0934
 FS0934                          STATION RECOVERY (1955)
 FS0934
 FS0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS0934'RECOVERED - THE STATION AND REFERENCE MARKS 1 AND 2 (BM T 121)
 FS0934'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 FS0934'AND CORRECT.
 FS0934
 FS0934                          STATION RECOVERY (1981)
 FS0934
 FS0934'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0934'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FS0934'
 FS0934'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS0934'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS0934'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS0934'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO DETRITAL WASH
 FS0934'CONTINUE NORTH ALONG US 93 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 FS0934
 FS0934                          STATION RECOVERY (1982)
 FS0934
 FS0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0934'28.8 KM (17.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0934'28.8 KM (17.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0934'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 1.3 KM (0.8 MI) NORTHWEST OF
 FS0934'THE DETRITAL WASH BRIDGE, AT MILEPOST 35, 63.4 METERS (208 FT)
 FS0934'SOUTHWEST OF BENCH MARK T 121, 32 METERS (105 FT) SOUTHWEST OF THE
 FS0934'CENTERLINE OF THE HIGHWAY, 13.3 METERS (43.6 FT) NORTHWEST OF BENCH
 FS0934'MARK T 121 RESET 1981, 1.8 METERS (6 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 FS0934'FENCE, 15.2 METERS (49.7 FT) SOUTHEAST OF RM 1.  NOTE--THE DISK IS
 FS0934'WELDED ON TOP OF A 2-INCH PIPE.
 FS0934
 FS0934                          STATION RECOVERY (2000)
 FS0934
 FS0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 FS0934'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 FS0934'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 FS0934'
 FS0934
 FS0934                          STATION RECOVERY (2008)
 FS0934
 FS0934'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0934'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0935 ***********************************************************************
 FS0935  DESIGNATION -  DETRITAL RM 1
 FS0935  PID         -  FS0935
 FS0935  STATE/COUNTY-  AZ/MOHAVE
 FS0935  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0935
 FS0935                         *CURRENT SURVEY CONTROL
 FS0935  ___________________________________________________________________
 FS0935* NAD 83(1986)-  35 37 06.     (N)    114 25 09.     (W)     SCALED    
 FS0935* NAVD 88     -       814.741  (meters)    2673.03   (feet)  ADJUSTED  
 FS0935  ___________________________________________________________________
 FS0935  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0935  DYNAMIC HT  -         813.838 (meters)    2670.07  (feet)  COMP
 FS0935  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 FS0935
 FS0935  VERT ORDER  -  FIRST     CLASS II
 FS0935
 FS0935.The horizontal coordinates were scaled from a topographic map and have
 FS0935.an estimated accuracy of +/- 6 seconds.
 FS0935
 FS0935.The orthometric height was determined by differential leveling
 FS0935.and adjusted in June 1991.
 FS0935
 FS0935.The geoid height was determined by GEOID03.
 FS0935
 FS0935.The dynamic height is computed by dividing the NAVD 88
 FS0935.geopotential number by the normal gravity value computed on the
 FS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0935.degrees latitude (g = 980.6199 gals.).
 FS0935
 FS0935.The modeled gravity was interpolated from observed gravity values.
 FS0935
 FS0935;                    North         East    Units  Estimated Accuracy
 FS0935;SPC AZ W     -   512,390.      152,740.      MT  (+/- 180 meters Scaled)
 FS0935
 FS0935                          SUPERSEDED SURVEY CONTROL
 FS0935
 FS0935.No superseded survey control is available for this station.
 FS0935
 FS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV337446(NAD 83)
 FS0935_MARKER: DR = REFERENCE MARK DISK
 FS0935_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0935_SP_SET: SHALLOW-SET PIPE
 FS0935_STAMPING: DETRITAL NO 1 1950
 FS0935_MARK LOGO: CGS   
 FS0935_PROJECTION: PROJECTING 1 CENTIMETERS
 FS0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0935
 FS0935  HISTORY     - Date     Condition        Report By
 FS0935  HISTORY     - 1950     MONUMENTED       CGS
 FS0935  HISTORY     - 1982     GOOD             NGS
 FS0935
 FS0935                          STATION DESCRIPTION
 FS0935
 FS0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0935'28.8 KM (17.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0935'28.8 KM (17.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0935'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT MILEPOST 35, 30.5 METERS
 FS0935'(100 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 28.3 METERS
 FS0935'(93 FT) NORTHWEST OF BENCH MARK T 121 RESET 1981, 15.2 METERS (49.7
 FS0935'FT) NORTHWEST OF THE STATION.  NOTE--THE DISK IS WELDED ON TOP OF A
 FS0935'2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0651 ***********************************************************************
 GP0651  DESIGNATION -  DEVIL
 GP0651  PID         -  GP0651
 GP0651  STATE/COUNTY-  AZ/NAVAJO
 GP0651  USGS QUAD   -  SHONTO SE (1982)
 GP0651
 GP0651                         *CURRENT SURVEY CONTROL
 GP0651  ___________________________________________________________________
 GP0651* NAD 83(1992)-  36 31 57.17219(N)    110 31 07.05725(W)     ADJUSTED  
 GP0651* NAVD 88     -      2237.7    (meters)    7342.     (feet)  VERTCON   
 GP0651  ___________________________________________________________________
 GP0651  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 GP0651  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GP0651  HORZ ORDER  -  SECOND
 GP0651
 GP0651.The horizontal coordinates were established by classical geodetic methods
 GP0651.and adjusted by the National Geodetic Survey in August 1993.
 GP0651
 GP0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0651
 GP0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0651
 GP0651.The geoid height was determined by GEOID03.
 GP0651
 GP0651;                    North         East     Units Scale Factor Converg.
 GP0651;SPC AZ E     -   613,658.213   181,843.781   MT  0.99991223   -0 12 34.3
 GP0651;SPC AZ E     - 2,013,314.35    596,600.33   iFT  0.99991223   -0 12 34.3
 GP0651;UTM  12      - 4,043,126.183   543,091.585   MT  0.99962288   +0 17 11.6
 GP0651
 GP0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0651!SPC AZ E     -   0.99965217  x   0.99991223  =   0.99956443
 GP0651!UTM  12      -   0.99965217  x   0.99962288  =   0.99927518
 GP0651
 GP0651|---------------------------------------------------------------------|
 GP0651| PID    Reference Object                     Distance      Geod. Az  |
 GP0651|                                                           dddmmss.s |
 GP0651| CD3348 DEVIL RM 1                           26.254 METERS 13632     |
 GP0651| CD3349 DEVIL RM 2                           18.413 METERS 25158     |
 GP0651| GP0654 SHONTO WATER TANK                   APPROX.14.5 KM 3005452.0 |
 GP0651| GP0656 INSCRIPTION HOUSE WATER TANK        APPROX.25.3 KM 3104214.0 |
 GP0651| GP0647 TALL MTN                            APPROX.29.5 KM 3464850.1 |
 GP0651|---------------------------------------------------------------------|
 GP0651
 GP0651                          SUPERSEDED SURVEY CONTROL
 GP0651
 GP0651  NAD 83(1986)-  36 31 57.17200(N)    110 31 07.05444(W) AD(       ) 2
 GP0651  NAD 27      -  36 31 57.17454(N)    110 31 04.54529(W) AD(       ) 2
 GP0651  NGVD 29 (07/19/86) 2236.6    (m)         7338.     (f) VERT ANG    3  
 GP0651
 GP0651.Superseded values are not recommended for survey control.
 GP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0651.See file dsdata.txt to determine how the superseded data were derived.
 GP0651
 GP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4309243126(NAD 83)
 GP0651_MARKER: DD = SURVEY DISK
 GP0651_SETTING: 0 = UNSPECIFIED SETTING
 GP0651
 GP0651  HISTORY     - Date     Condition        Report By
 GP0651  HISTORY     - 1970     MONUMENTED       USGS
 GP0651
 GP0651                          STATION DESCRIPTION
 GP0651
 GP0651'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0651'RM 1, TO RM 2, NOT MEASURED.
 GP0651'
 GP0651'INSTRUMENT STAND 14.6 FT ABOVE STATION MARK.
 GP0651'
 GP0651'LOCATED ABOUT 19 MI SW. OF KAYONTA.  8 MI SE. OF SHONTO.  ABOUT 1.5
 GP0651'MI S. OF THE PEABODY COAL MINE MICROWAVE TOWER, NEAR THE RIM OF BLACK
 GP0651'MESA, IN CLEARED AREA.
 GP0651'
 GP0651'TO REACH FROM THE KAYONTA JPOST OFFICE DRIVE E. ABOUT 1 MI TO KAYONTA
 GP0651'JUNCTION. TURN RIGHT (S.) ON U. S. 164 FOR ABOUT 19.7 MI TO
 GP0651'CROSSROADS THAT LEAD TO THE PEABODY COAL MINE AND NAVAJO NATIONAL
 GP0651'MONUMENT.  TURN LEFT FOR 1.8 MI TO REVERSE Y-RD.  NEAR THE RIM OF
 GP0651'BLACK MESA.  TURN SHARP RIGHT, PASSING BY MICROWAVE TOWER, FOR 2.0
 GP0651'MI TO A TRACK RD.  RIGHT.  TURN RIGHT AND FOLLOW TRACK RD. ABOUT
 GP0651'0.2 MI TO HIGH POINT IN CLEARED AREA.
 GP0651'
 GP0651'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED DEVIL 1970 SET IN A
 GP0651'CONCRETE POST FLUSH WITH GROUND.
 GP0651'
 GP0651'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0651'SET IN A CONCRETE POST FLUSH WITH GROUND.
 GP0651'
 GP0651'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0651'SET IN A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0862 ***********************************************************************
 ET0862  DESIGNATION -  DEWEY
 ET0862  PID         -  ET0862
 ET0862  STATE/COUNTY-  AZ/YAVAPAI
 ET0862  USGS QUAD   -  HUMBOLDT (1973)
 ET0862
 ET0862                         *CURRENT SURVEY CONTROL
 ET0862  ___________________________________________________________________
 ET0862* NAD 83(1992)-  34 31 49.10511(N)    112 13 55.44243(W)     ADJUSTED  
 ET0862* NAVD 88     -      1397.6    (meters)    4585.     (feet)  VERTCON   
 ET0862  ___________________________________________________________________
 ET0862  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 ET0862  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 ET0862  HORZ ORDER  -  SECOND
 ET0862
 ET0862.The horizontal coordinates were established by classical geodetic methods
 ET0862.and adjusted by the National Geodetic Survey in August 1993.
 ET0862
 ET0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0862
 ET0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0862
 ET0862.The geoid height was determined by GEOID03.
 ET0862
 ET0862;                    North         East     Units Scale Factor Converg.
 ET0862;SPC AZ C     -   391,518.601   184,406.937   MT  0.99991033   -0 10 43.6
 ET0862;SPC AZ C     - 1,284,509.85    605,009.64   iFT  0.99991033   -0 10 43.6
 ET0862;UTM  12      - 3,821,647.086   386,930.026   MT  0.99975758   -0 41 54.5
 ET0862
 ET0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0862!SPC AZ C     -   0.99978476  x   0.99991033  =   0.99969511
 ET0862!UTM  12      -   0.99978476  x   0.99975758  =   0.99954239
 ET0862
 ET0862:                Primary Azimuth Mark                     Grid Az
 ET0862:SPC AZ C     -  ROUND                                    105 16 37.2
 ET0862:UTM  12      -  ROUND                                    105 47 48.1
 ET0862
 ET0862|---------------------------------------------------------------------|
 ET0862| PID    Reference Object                     Distance      Geod. Az  |
 ET0862|                                                           dddmmss.s |
 ET0862| ET0866 ROUND                               APPROX. 4.2 KM 1050553.6 |
 ET0862| CH3044 DEWEY RM 1                           14.176 METERS 17037     |
 ET0862| ET0919 HUMBOLDT SMOKE STACK                APPROX. 3.6 KM 1802627.0 |
 ET0862| CH3045 DEWEY RM 2                           13.445 METERS 27856     |
 ET0862|---------------------------------------------------------------------|
 ET0862
 ET0862                          SUPERSEDED SURVEY CONTROL
 ET0862
 ET0862  NAD 83(1986)-  34 31 49.10126(N)    112 13 55.44054(W) AD(       ) 2
 ET0862  NAD 27      -  34 31 49.01237(N)    112 13 52.85943(W) AD(       ) 2
 ET0862  NGVD 29 (07/19/86) 1396.8    (m)         4583.     (f) VERT ANG    3  
 ET0862
 ET0862.Superseded values are not recommended for survey control.
 ET0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0862.See file dsdata.txt to determine how the superseded data were derived.
 ET0862
 ET0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8693021647(NAD 83)
 ET0862_MARKER: DD = SURVEY DISK
 ET0862_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0862+WITH SETTING: INFORMATION.
 ET0862_SP_SET: PREFABRICATED CONCRETE POST
 ET0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0862+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0862
 ET0862  HISTORY     - Date     Condition        Report By
 ET0862  HISTORY     - 1969     MONUMENTED       USGS
 ET0862  HISTORY     - 1980     GOOD             USGS
 ET0862  HISTORY     - 19971112 GOOD             USPSQD
 ET0862  HISTORY     - 20080517 GOOD             GEOCAC
 ET0862  HISTORY     - 20080711 GOOD             GEOCAC
 ET0862
 ET0862                          STATION DESCRIPTION
 ET0862
 ET0862'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (FLA)
 ET0862'LOCATED ABOUT 13 MI. E. OF PRESCOTT.  0.6 MI. E. OF DEWEY.  ON LEVEL
 ET0862'GROUND AT A FENCE CORNER.
 ET0862'
 ET0862'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 69 AND RD. E. TO DEWEY,
 ET0862'DRIVE E. ACROSS THE RR. TRACKS FOR 0.6 MI. TO A N.-S. FENCE, TURN
 ET0862'LEFT AND DRIVE N. ALONG THE W. SIDE OF THE FENCE FOR 300 FT. TO A
 ET0862'FENCE CORNER AND STATION MARK.
 ET0862'
 ET0862'STATION MARK--A STANDARD USGS TABLET STAMPED DEWEY ET 1969 CRIMPED
 ET0862'ON THE END OF A COPPERWELD ROD THAT HAS BEEN DRIVEN TO REFUSAL,
 ET0862'LEVEL WITH THE GROUND.
 ET0862'
 ET0862'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0862'1 1969, CRIMPED ON THE END OF A COPPERWELD ROD THAT HAS BEEN DRIVEN
 ET0862'TO REFUSAL, LEVEL WITH THE GROUND, AND 2 FT. BELOW THE STATION
 ET0862'MARK.
 ET0862'
 ET0862'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0862'2 1969, CRIMPED ON THE END OF A COPPERWELD ROD THAT HAS BEEN DRIVEN
 ET0862'TO REFUSAL, LEVEL WITH THE GROUND, AND 1 FT. ABOVE THE STATION.
 ET0862'
 ET0862'HUMBOLDT SMOKE STACK--A TALL MASONRY SMELTER STACK ABOUT 2.0 MI.
 ET0862'FROM THE STATION MARK.
 ET0862
 ET0862                          STATION RECOVERY (1980)
 ET0862
 ET0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (GH)
 ET0862'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 ET0862'REFERENCE MARK 1 HAS BEEN DESTROYED.  A NEW ROUTE TO THE
 ET0862'STATION FOLLOWS.
 ET0862'
 ET0862'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL EAST ALONG
 ET0862'ARIZONA HIGHWAY 169 FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 ET0862'CROSSING OVER A CATTLE GUARD AND THEN BEAR LEFT ON A BLADED ROAD FOR
 ET0862'0.18 MILE TO THE STATION ON THE LEFT, JUST PAST A RIGHT HAND CURVE IN
 ET0862'THE ROAD.
 ET0862
 ET0862                          STATION RECOVERY (1997)
 ET0862
 ET0862'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0862'RECOVERED IN GOOD CONDITION.
 ET0862
 ET0862                          STATION RECOVERY (2008)
 ET0862
 ET0862'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0862'RECOVERED IN GOOD CONDITION.
 ET0862
 ET0862                          STATION RECOVERY (2008)
 ET0862
 ET0862'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0862'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 ET0862'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION - THE BLADED
 ET0862'ROAD IS OUTBACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0518 ***********************************************************************
 GP0518  DESIGNATION -  DIA
 GP0518  PID         -  GP0518
 GP0518  STATE/COUNTY-  AZ/COCONINO
 GP0518  USGS QUAD   -  POVERTY FLAT (1985)
 GP0518
 GP0518                         *CURRENT SURVEY CONTROL
 GP0518  ___________________________________________________________________
 GP0518* NAD 83(1992)-  36 53 13.64232(N)    111 56 49.96858(W)     ADJUSTED  
 GP0518* NAVD 88     -      1940.5    (meters)    6366.     (feet)  VERTCON   
 GP0518  ___________________________________________________________________
 GP0518  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GP0518  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 GP0518  HORZ ORDER  -  THIRD
 GP0518
 GP0518.The horizontal coordinates were established by classical geodetic methods
 GP0518.and adjusted by the National Geodetic Survey in August 1993.
 GP0518
 GP0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0518
 GP0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0518
 GP0518.The geoid height was determined by GEOID03.
 GP0518
 GP0518;                    North         East     Units Scale Factor Converg.
 GP0518;SPC AZ C     -   652,945.067   210,637.234   MT  0.99990009   -0 01 06.0
 GP0518;SPC AZ C     - 2,142,208.23    691,067.04   iFT  0.99990009   -0 01 06.0
 GP0518;UTM  12      - 4,082,769.466   415,595.166   MT  0.99968776   -0 34 06.9
 GP0518
 GP0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0518!SPC AZ C     -   0.99969908  x   0.99990009  =   0.99959920
 GP0518!UTM  12      -   0.99969908  x   0.99968776  =   0.99938693
 GP0518
 GP0518:                Primary Azimuth Mark                     Grid Az
 GP0518:SPC AZ C     -  DUFFER                                   318 42 57.8
 GP0518:UTM  12      -  DUFFER                                   319 15 58.7
 GP0518
 GP0518|---------------------------------------------------------------------|
 GP0518| PID    Reference Object                     Distance      Geod. Az  |
 GP0518|                                                           dddmmss.s |
 GP0518| GQ0272 DUFFER                              APPROX. 9.0 KM 3184151.8 |
 GP0518|---------------------------------------------------------------------|
 GP0518
 GP0518                          SUPERSEDED SURVEY CONTROL
 GP0518
 GP0518  NAD 83(1986)-  36 53 13.64137(N)    111 56 49.97159(W) AD(       ) 3
 GP0518  NGVD 29 (05/08/89) 1939.4    (m)         6363.     (f) VERT ANG    3  
 GP0518
 GP0518.Superseded values are not recommended for survey control.
 GP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0518.See file dsdata.txt to determine how the superseded data were derived.
 GP0518
 GP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1559582769(NAD 83)
 GP0518_MARKER: DD = SURVEY DISK
 GP0518_SETTING: 80 = SET IN A BOULDER
 GP0518_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0518+STABILITY: SURFACE MOTION
 GP0518
 GP0518  HISTORY     - Date     Condition        Report By
 GP0518  HISTORY     - 1953     MONUMENTED       USGS
 GP0518
 GP0518                          STATION DESCRIPTION
 GP0518
 GP0518'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0518'LOCATED ABOUT 18.5 MI WNW. OF NAVAJO BRIDGE, 12.2 MI N. OF HWY.
 GP0518'89, 7 MI NNW. OF JARVIS RNACH, 2.5 MI E. OF CABIN AND CORRAL ON
 GP0518'SMALL, FLAT-TOPPED MESA.
 GP0518'
 GP0518'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GP0518'89, DRIVE 6.6 MI N. ON OLD KANAB RD. TO RD. FORKS.  TAKE LEFT FORK
 GP0518'AND CONTINUE 2 MI ON MAIN RD. TO TRACK RD. ON RIGHT (E.).  GO 1.2
 GP0518'MI N. TO SECOND TRACK RD. ON RIGHT.  TURN RIGHT 3.6 MI E. TO RD.
 GP0518'FORKS.  TAKE LEFT FORK 3.2 MI TO GATE ABOUT 0.25 MI E. OF CABIN,
 GP0518'CONTINUE 0.2 MI TO DIM RD. FORK NEAR SOUTHEAST CORNER OF CORRAL.
 GP0518'TURN RIGHT AND FOLLOW DIM TRACK RD. 2.1 MI E., GO ABOUT 1 MI N.
 GP0518'CROSS-COUNTRY TO MESA AND STATION.
 GP0518'
 GP0518'STATION MARK--STANDARD TABLET STAMPED---DIA 1953---, CEMENTED IN
 GP0518'LARGE STONE BURIED FLUSH WITH GROUND.
 GP0518'
 GP0518'RM 1--COPPER NAIL AND WASHER IN BLAZE IN TRIMMED 18-INCH CEDAR
 GP0518'TREE.
 GP0518'
 GP0518'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK
 GP0518'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0409 ***********************************************************************
 FR0409  DESIGNATION -  DIAMOND
 FR0409  PID         -  FR0409
 FR0409  STATE/COUNTY-  AZ/MOHAVE
 FR0409  USGS QUAD   -  NELSON (1967)
 FR0409
 FR0409                         *CURRENT SURVEY CONTROL
 FR0409  ___________________________________________________________________
 FR0409* NAD 83(1992)-  35 37 21.17233(N)    113 22 21.02158(W)     ADJUSTED  
 FR0409* NAVD 88     -      1619.070  (meters)    5311.90   (feet)  POSTED    
 FR0409  ___________________________________________________________________
 FR0409  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 FR0409  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0409  DYNAMIC HT  -        1617.010 (meters)    5305.14  (feet)  COMP
 FR0409  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 FR0409
 FR0409  HORZ ORDER  -  FIRST
 FR0409  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0409
 FR0409.The horizontal coordinates were established by classical geodetic methods
 FR0409.and adjusted by the National Geodetic Survey in August 1993.
 FR0409
 FR0409.The orthometric height was determined by differential leveling
 FR0409.and adjusted by the  in 1992.
 FR0409.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0409.was located on a no-check spur therefore a value was not computed.
 FR0409.No vertical observational check was made to the station.
 FR0409
 FR0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0409
 FR0409.The geoid height was determined by GEOID03.
 FR0409
 FR0409.The dynamic height is computed by dividing the NAVD 88
 FR0409.geopotential number by the normal gravity value computed on the
 FR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0409.degrees latitude (g = 980.6199 gals.).
 FR0409
 FR0409.The modeled gravity was interpolated from observed gravity values.
 FR0409
 FR0409;                    North         East     Units Scale Factor Converg.
 FR0409;SPC AZ W     -   512,719.387   247,555.503   MT  0.99994774   +0 13 11.5
 FR0409;SPC AZ W     - 1,682,150.22    812,189.97   iFT  0.99994774   +0 13 11.5
 FR0409;SPC AZ C     -   513,612.666    81,482.093   MT  1.00011425   -0 50 53.0
 FR0409;SPC AZ C     - 1,685,080.93    267,329.70   iFT  1.00011425   -0 50 53.0
 FR0409;UTM  12      - 3,944,676.688   285,137.470   MT  1.00016893   -1 22 56.6
 FR0409
 FR0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0409!SPC AZ W     -   0.99974999  x   0.99994774  =   0.99969774
 FR0409!SPC AZ C     -   0.99974999  x   1.00011425  =   0.99986421
 FR0409!UTM  12      -   0.99974999  x   1.00016893  =   0.99991888
 FR0409
 FR0409:                Primary Azimuth Mark                     Grid Az
 FR0409:SPC AZ W     -  DIAMOND RIM AZ MK 2                      021 24 33.3
 FR0409:SPC AZ C     -  DIAMOND RIM AZ MK 2                      022 28 37.8
 FR0409:UTM  12      -  DIAMOND RIM AZ MK 2                      023 00 41.4
 FR0409
 FR0409|---------------------------------------------------------------------|
 FR0409| PID    Reference Object                     Distance      Geod. Az  |
 FR0409|                                                           dddmmss.s |
 FR0409| FR0927 DIAMOND RIM AZ MK 2                 APPROX.11.0 KM 0213744.8 |
 FR0409| FR0406 V 96                                  7.229 METERS 07414     |
 FR0409| CH3054 DIAMOND RM 3 AZIMUTH                               13318     |
 FR0409| FR0931 PEACH SPRINGS                       APPROX. 7.7 KM 1991750.4 |
 FR0409| FR0408 DIAMOND RM 2                         11.978 METERS 25511     |
 FR0409| FR0407 DIAMOND RM 1                          9.275 METERS 35548     |
 FR0409|---------------------------------------------------------------------|
 FR0409
 FR0409                          SUPERSEDED SURVEY CONTROL
 FR0409
 FR0409  NAD 83(1986)-  35 37 21.16531(N)    113 22 21.02302(W) AD(       ) 1
 FR0409  NAD 27      -  35 37 21.20200(N)    113 22 18.26300(W) AD(       ) 1
 FR0409  NGVD 29 (??/??/92) 1618.103  (m)         5308.73   (f) ADJ UNCH    2 0
 FR0409
 FR0409.Superseded values are not recommended for survey control.
 FR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0409.See file dsdata.txt to determine how the superseded data were derived.
 FR0409
 FR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8513744677(NAD 83)
 FR0409_MARKER: DD = SURVEY DISK
 FR0409_SETTING: 80 = SET IN A BOULDER
 FR0409_SP_SET: BOULDER
 FR0409_STAMPING: DIAMOND RS 1926
 FR0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0409+STABILITY: SURFACE MOTION
 FR0409
 FR0409  HISTORY     - Date     Condition        Report By
 FR0409  HISTORY     - 1926     MONUMENTED       USGS
 FR0409  HISTORY     - 1935     GOOD             CGS
 FR0409  HISTORY     - 1936     GOOD             CGS
 FR0409  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FR0409  HISTORY     - 1955     GOOD             CGS
 FR0409  HISTORY     - 1958     GOOD             CGS
 FR0409
 FR0409                          STATION DESCRIPTION
 FR0409
 FR0409'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0409'4.0 MI E FROM PEACH SPRINGS.
 FR0409'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0409'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0409'ABOUT 7.2 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0409'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 0.3 MILE WEST OF AN OLD
 FR0409'DESERTED HOUSE, AT THE POINT OF A RIDGE OVERLOOKING PEACH SPRINGS
 FR0409'CANYON, 22 FEET WEST OF BENCH MARK V 96, IN THE TOP OF A LARGE FLAT
 FR0409'BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A UNITED STATES GEOLOGICAL
 FR0409'SURVEY STANDARD DISK, STAMPED DIAMOND RS 1926.
 FR0409
 FR0409                          STATION RECOVERY (1935)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0409'STATION IS ABOUT 8 MILES NE OF PEACH SPRINGS, 4 MILES A LITTLE
 FR0409'E OF S FROM THE JUNCTION OF PEACH SPRINGS AND HELLS OR
 FR0409'DIAMOND CANYONS.  IT IS ON THE EXTREME W END OF A HIGH SPUR
 FR0409'RUNNING W FROM A MESA, ABOUT 60 YARDS W FROM THE HIGHEST POINT
 FR0409'OF A SMALL KNOLL, AND ABOUT 1/4 MILE W OF THE NATTUCK RANCH
 FR0409'BUILDINGS (DESERTED).
 FR0409'
 FR0409'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN
 FR0409'A DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED DIAMOND RS 1926.
 FR0409'
 FR0409'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK ARE BRONZE DISKS
 FR0409'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 FR0409'ARE STAMPED 1934.  A SMALL ROCK CAIRN WAS BUILT NEAR AZIMUTH
 FR0409'MARK TO AID IN ITS RECOVERY.
 FR0409
 FR0409                          STATION RECOVERY (1936)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0409'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 FR0409'ADEQUATE.
 FR0409'
 FR0409'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 FR0409
 FR0409                          STATION RECOVERY (1944)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0409'ALL MARKS RECOVERED AND IN GOOD CONDITION.  STATION MARK IS SET
 FR0409'IN BEDROCK FLUSH WITH GROUND.  IT IS 17 FEET WNW OF A WHITE
 FR0409'WITNESS POST.
 FR0409'
 FR0409'REFERENCE MARK 1 IS SET FLUSH IN BEDROCK AND IS STAMPED
 FR0409'DIAMOND NO 1 1934.  IT IS 1-1/2 FEET LOWER IN ELEVATION THAN THE
 FR0409'STATION MARK.
 FR0409'
 FR0409'REFERENCE MARK 2 IS SET FLUSH IN BEDROCK AND IS STAMPED
 FR0409'DIAMOND NO 2 1934.  IT IS 3 FEET LOWER IN ELEVATION THAN THE
 FR0409'STATION MARK.
 FR0409'
 FR0409'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET FLUSH IN
 FR0409'BEDROCK.  IT IS 1/8 MILE SSE OF STATION, 20 PACES SE OF FENCE,
 FR0409'4 FEET N OF A 2-1/2 FOOT ROCK CAIRN, AND ON THE SIDE OF THE
 FR0409'FIRST RIDGE SE OF THE STATION.  STAMPED DIAMOND NO 3 1934.
 FR0409'
 FR0409'TO REACH STATION FROM PEACH SPRINGS, GO E ON U.S. HIGHWAY 66
 FR0409'FOR 4.1 MILES TO TRACK ROAD ON LEFT.  TAKE TRACK ROAD THROUGH
 FR0409'GATE AND GO N 3.6 MILES TO FORKS.  TAKE LEFT FORK 1.0 MILE,
 FR0409'THENCE LEFT FORK FOR 2.6 MILES TO DESERTED RANCH AND END OF
 FR0409'TRUCK TRAVEL.  PACK W OVER SMALL KNOLL BACK OF RANCH HOUSE AND
 FR0409'ALONG RIDGE TO STATION.  A 10-MINUTE PACK.
 FR0409
 FR0409                          STATION RECOVERY (1955)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0409'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FR0409'AND WERE IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 FR0409
 FR0409                          STATION RECOVERY (1958)
 FR0409
 FR0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 FR0409'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 FR0409'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0877 ***********************************************************************
 ET0877  DESIGNATION -  DIAMOND
 ET0877  PID         -  ET0877
 ET0877  STATE/COUNTY-  AZ/YAVAPAI
 ET0877  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0877
 ET0877                         *CURRENT SURVEY CONTROL
 ET0877  ___________________________________________________________________
 ET0877* NAD 83(1992)-  34 34 23.27032(N)    112 22 06.26047(W)     ADJUSTED  
 ET0877* NAVD 88     -      1617.11   (+/-2cm)    5305.5    (feet)  VERTCON   
 ET0877  ___________________________________________________________________
 ET0877  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 ET0877  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 ET0877  HORZ ORDER  -  SECOND
 ET0877  VERT ORDER  -  THIRD ? (See Below)
 ET0877
 ET0877.The horizontal coordinates were established by classical geodetic methods
 ET0877.and adjusted by the National Geodetic Survey in August 1993.
 ET0877
 ET0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0877.The vertical order pertains to the NGVD 29 superseded value.
 ET0877
 ET0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0877
 ET0877.The geoid height was determined by GEOID03.
 ET0877
 ET0877;                    North         East     Units Scale Factor Converg.
 ET0877;SPC AZ C     -   396,316.205   171,912.550   MT  0.99992117   -0 15 22.8
 ET0877;SPC AZ C     - 1,300,250.02    564,017.55   iFT  0.99992117   -0 15 22.8
 ET0877;UTM  12      - 3,826,557.194   374,481.434   MT  0.99979419   -0 46 35.8
 ET0877
 ET0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0877!SPC AZ C     -   0.99975033  x   0.99992117  =   0.99967152
 ET0877!UTM  12      -   0.99975033  x   0.99979419  =   0.99954457
 ET0877
 ET0877|---------------------------------------------------------------------|
 ET0877| PID    Reference Object                     Distance      Geod. Az  |
 ET0877|                                                           dddmmss.s |
 ET0877| CH3052 DIAMOND RM 1                         12.408 METERS 03324     |
 ET0877| ET0883 GATES                               APPROX. 3.1 KM 2133950.2 |
 ET0877| CH3053 DIAMOND RM 2                         11.905 METERS 21414     |
 ET0877|---------------------------------------------------------------------|
 ET0877
 ET0877                          SUPERSEDED SURVEY CONTROL
 ET0877
 ET0877  NAD 83(1986)-  34 34 23.26745(N)    112 22 06.25853(W) AD(       ) 2
 ET0877  NAD 27      -  34 34 23.17562(N)    112 22 03.65871(W) AD(       ) 2
 ET0877  NGVD 29 (07/19/86) 1616.22   (m)         5302.5    (f) LEVELING    3  
 ET0877
 ET0877.Superseded values are not recommended for survey control.
 ET0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0877.See file dsdata.txt to determine how the superseded data were derived.
 ET0877
 ET0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7448126557(NAD 83)
 ET0877_MARKER: DD = SURVEY DISK
 ET0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0877+STABILITY: SURFACE MOTION
 ET0877
 ET0877  HISTORY     - Date     Condition        Report By
 ET0877  HISTORY     - 1980     MONUMENTED       AZDT
 ET0877  HISTORY     - 20071021 POOR             GEOCAC
 ET0877
 ET0877                          STATION DESCRIPTION
 ET0877
 ET0877'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0877'THE STATION IS LOCATED 8 MILES NORTHWEST OF DEWEY, 6 MILES NORTHEAST
 ET0877'OF PRESCOTT ALONG THE NORTH SIDE OF ARIZONA HIGHWAY 69.
 ET0877'
 ET0877'THE STATION MARK IS AN ADOT DISK STAMPED DIAMOND 1980.  IT IS SET IN
 ET0877'TOP OF A CONCRETE MONUMENT.  THE STATION IS SEVERAL FEET SOUTH OF THE
 ET0877'RIGHT OF WAY FENCELINE.  3.3 FEET SOUTHEAST OF THE WITNESS POST.
 ET0877'
 ET0877'REFERENCE MARK 1 IS AN ADOT DISK STAMPED DIAMOND RM 1 1980.  IT IS SET
 ET0877'IN TOP OF A CONCRETE MONUMENT SEVERAL FEET SOUTH OF THE FENCELINE.
 ET0877'
 ET0877'REFERENCE MARK 2 IS AN ADOT DISK STAMPED DIAMOND RM 2 1980.  IT IS SET
 ET0877'IN TOP OF A CONCRETE MONUMENT SEVERAL FEET SOUTH OF THE FENCELINE.
 ET0877'
 ET0877'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 89 AND ARIZONA
 ET0877'HIGHWAY 69 IN PRESCOTT, TRAVEL EAST ALONG SR 69 FOR 5.55 MILES TO MILE
 ET0877'POST 290.45 AND THE STATION ON THE HIGH CUTBANK ON THE LEFT.
 ET0877
 ET0877                          STATION RECOVERY (2007)
 ET0877
 ET0877'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0877'AREA HAS BEEN DISTURBED BY CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1949 ***********************************************************************
 DU1949  DESIGNATION -  DIAMOND
 DU1949  PID         -  DU1949
 DU1949  STATE/COUNTY-  AZ/GRAHAM
 DU1949  USGS QUAD   -  BYLAS (1989)
 DU1949
 DU1949                         *CURRENT SURVEY CONTROL
 DU1949  ___________________________________________________________________
 DU1949* NAD 83(1992)-  33 11 05.12426(N)    110 01 55.91828(W)     ADJUSTED  
 DU1949* NAVD 88     -      1333.6    (meters)    4375.     (feet)  VERTCON   
 DU1949  ___________________________________________________________________
 DU1949  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 DU1949  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DU1949  HORZ ORDER  -  FIRST
 DU1949
 DU1949.The horizontal coordinates were established by classical geodetic methods
 DU1949.and adjusted by the National Geodetic Survey in August 1993.
 DU1949
 DU1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1949
 DU1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1949
 DU1949.The geoid height was determined by GEOID03.
 DU1949
 DU1949;                    North         East     Units Scale Factor Converg.
 DU1949;SPC AZ E     -   242,248.196   225,898.881   MT  0.99990194   +0 04 25.0
 DU1949;SPC AZ E     -   794,777.55    741,138.06   iFT  0.99990194   +0 04 25.0
 DU1949;UTM  12      - 3,672,186.480   590,220.723   MT  0.99970036   +0 31 47.1
 DU1949
 DU1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1949!SPC AZ E     -   0.99979484  x   0.99990194  =   0.99969680
 DU1949!UTM  12      -   0.99979484  x   0.99970036  =   0.99949526
 DU1949
 DU1949|---------------------------------------------------------------------|
 DU1949| PID    Reference Object                     Distance      Geod. Az  |
 DU1949|                                                           dddmmss.s |
 DU1949| CD2805 DIAMOND RM 1                          3.584 METERS 01432     |
 DU1949| DT0785 GILA PEAK TARGET                    APPROX. 7.5 KM 0823037.6 |
 DU1949| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX.17.8 KM 1590824.4 |
 DU1949| DU1952 GERONIMO S P WATER TANK             APPROX.12.0 KM 1813117.1 |
 DU1949| CD2806 DIAMOND RM 2                          5.278 METERS 22438     |
 DU1949| CD2804 DIAMOND AZ MK                                      3113158.5 |
 DU1949|---------------------------------------------------------------------|
 DU1949
 DU1949                          SUPERSEDED SURVEY CONTROL
 DU1949
 DU1949  NAD 83(1986)-  33 11 05.11996(N)    110 01 55.91736(W) AD(       ) 1
 DU1949  NAD 27      -  33 11 04.92000(N)    110 01 53.61500(W) AD(       ) 1
 DU1949  NGVD 29 (07/19/86) 1333.0    (m)         4373.     (f) VERT ANG    3  
 DU1949
 DU1949.Superseded values are not recommended for survey control.
 DU1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1949.See file dsdata.txt to determine how the superseded data were derived.
 DU1949
 DU1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9022172186(NAD 83)
 DU1949_MARKER: DS = TRIANGULATION STATION DISK
 DU1949_SETTING: 66 = SET IN ROCK OUTCROP
 DU1949_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1949+STABILITY: POSITION/ELEVATION WELL
 DU1949
 DU1949  HISTORY     - Date     Condition        Report By
 DU1949  HISTORY     - 1945     MONUMENTED       CGS
 DU1949  HISTORY     - 1960     GOOD             CGS
 DU1949  HISTORY     - 1967     GOOD             AMS
 DU1949  HISTORY     - 1985     GOOD             AZDT
 DU1949
 DU1949                          STATION DESCRIPTION
 DU1949
 DU1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1949'STATION IS 7-1/2 MILES (AIR LINE) N OF GERONIMO, 23 MILES
 DU1949'(AIR LINE) NNW OF PIMA, ABOUT 6 MILES (AIR LINE) NE OF BYLAS,
 DU1949'AND IS ABOUT 2 MILES E OF THE SAN CARLOS INDIAN RESERVATION
 DU1949'FENCE LINE.  IT IS ON THE LOWER AND SW CONE-SHAPED HILL OF TWO
 DU1949'IN THE FOOTHILLS OF THE GILA MOUNTAIN RANGE.
 DU1949'
 DU1949'TO REACH STATION FROM THE TEXACO SERVICE STATION IN GERONIMO,
 DU1949'GO N AND NE ON THE BLADED ROAD JUST W OF THE SERVICE STATION FOR
 DU1949'0.2 MILE TO A FORK AT A FENCE CORNER.  HERE TURN LEFT AND GO
 DU1949'0.2 MILE TO A FORK.  HERE TURN RIGHT AND GO 0.1 MILE TO A FORK.
 DU1949'HERE TURN LEFT AND GO 0.9 MILE TO A T-INTERSECTION AT THE END
 DU1949'OF A WOODED LANE.  HERE TURN LEFT AND GO 0.2 MILE TO THE
 DU1949'GILA RIVER.  FORD THE RIVER AND GO 0.1 MILE TO A GATE.
 DU1949'CONTINUE 0.3 MILE TO A PUMP HOUSE ON THE LEFT.  CONTINUE 0.4
 DU1949'MILE TO A GATE.  GO 100 FEET AND TAKE A RIGHT FORK AND GO
 DU1949'0.4 MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO 1.1
 DU1949'MILES TO A GATE.  CONTINUE 0.05 MILE TO A FORK.  HERE TAKE
 DU1949'THE LEFT FORK AND GO 1.1 MILES TO A FORK.  HERE TAKE THE
 DU1949'LEFT FORK ACROSS THE LARGE WASH AND GO 4.9 MILES TO THE AZIMUTH
 DU1949'MARK WITNESS POST 123 PACES E OF THE ROAD.  CONTINUE FOR
 DU1949'0.2 MILE TO THE END OF TRUCK TRAVEL IN A SADDLE.  FROM HERE
 DU1949'PACK SE INTO THE WASH AND UP THE HILL TO THE HIGHEST POINT
 DU1949'AND STATION.
 DU1949'
 DU1949'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 DU1949'WITH THE SURROUNDING SURFACE AND IS STAMPED DIAMOND 1945.  IT
 DU1949'IS 34 FEET SSW OF THE HIGHEST POINT OF THE HILL.
 DU1949'
 DU1949'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1949'PROJECTING ABOUT 3 FEET ABOVE THE GROUND AND IS STAMPED DIAMOND
 DU1949'NO 1 1945.  IT IS ABOUT 4 FEET ABOVE THE STATION.  MARK IS NNE
 DU1949'OF THE STATION.
 DU1949'
 DU1949'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DU1949'PROJECTING ABOUT 2 FEET ABOVE THE SURROUNDING SURFACE AND IS
 DU1949'ABOUT 20 INCHES BELOW THE STATION.  MARK IS SW OF THE STATION
 DU1949'AND IS STAMPED DIAMOND NO 2 1945.
 DU1949'
 DU1949'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 DU1949'AND IS STAMPED DIAMOND 1945.  IT IS 5 FEET SW OF THE EDGE OF A
 DU1949'3-FOOT LEDGE, 4 FEET SE OF THE WITNESS POST, AND 123 PACES
 DU1949'DOWN THE SLOPE E OF THE ROAD TO THE STATION.  MARK IS NW OF THE
 DU1949'STATION.
 DU1949'
 DU1949'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 DU1949
 DU1949                          STATION RECOVERY (1960)
 DU1949
 DU1949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1949'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE IN
 DU1949'GOOD CONDITION.
 DU1949
 DU1949                          STATION RECOVERY (1967)
 DU1949
 DU1949'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1949'STATION DIAMOND IS LOCATED APPROXIMATELY 6.0 AIRMILES (NE)
 DU1949'OF BYLAS, ARIZONA AND 8.0 AIRMILES (N) OF GERONIMO, ARIZONA.
 DU1949'
 DU1949'TO REACH STATION FROM THE BYLAS PO DRIVE (E) ON U.S. HWY 70
 DU1949'FOR 5.0 MI TO INTERSECTION AT TEXACO GAS STATION AT GERONIMO, MAKE
 DU1949'LEFT TURN AT INTERSECTION AND FOLLOW RIGHT FORK OF ROAD FOR
 DU1949'0.2 MI TO T INTERSECTION, TURN LEFT AND PROCEED FOR 0.4 MI
 DU1949'TO BRIDGE CROSSING GILA RIVER, CROSS BRIDGE AND FOLLOW ROAD
 DU1949'FOR 0.6 MI, PASSING THROUGH FENCE, TO FORK IN ROAD, TAKE RIGHT
 DU1949'FORK OF ROAD AND CONTINUE ON FOR 6.8 MI, PASSING WINDMILL,
 DU1949'TO DIMINISHING RIGHT FORK OF ROAD, TURN RIGHT AT FORK AND
 DU1949'FOLLOW ROAD 0.3 MI DOWN TO BOTTOM OF DRY WASH.  PACK (ENE) UP
 DU1949'RIDGE TO HIGHEST POINT OF HILL AND STATION.  PACKING TIME IS
 DU1949'1-1/2 HOURS.
 DU1949'
 DU1949'STATION IS STANDARD USC AND GS DISC STAMPED DIAMOND 1945 SET
 DU1949'IN ROCK AT GROUND LEVEL.
 DU1949'
 DU1949'R.M. 1 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED
 DU1949'DIAMOND NO 1 1945.  FROM THE STATION IT IS (N) ON A MAG AZ OF
 DU1949'02 DEG AT A DISTANCE OF 11.74 FT AND A DE OF +1.07 M.
 DU1949'
 DU1949'R.M. 2 IS A STANDARD USC AND GS DISK SET IN ROCK STAMPED
 DU1949'DIAMOND NO 2 1945.  FROM THE STATION IT IS (SW) ON A MAG AZ
 DU1949'OF 210 DEG AT A DISTANCE OF 17.30 FT AND A DE OF -0.75 M.
 DU1949'
 DU1949'AZ MARK WAS SEARCHED FOR BUT NOT FOUND.
 DU1949
 DU1949                          STATION RECOVERY (1985)
 DU1949
 DU1949'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DU1949'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DU1949'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU1949'
 DU1949'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST ON
 DU1949'U.S. HIGHWAY 70 FOR 13.25 MILES TO A DIRT ROAD ON RIGHT AT THE EAST
 DU1949'SIDE OF MELVIN JONES MEMORIAL IN FORT THOMAS.  TURN RIGHT AND TRAVEL
 DU1949'NORTH FOR 1.25 MILES TO A FORK AFTER CROSSING THE GILA RIVER.  TAKE
 DU1949'THE LEFT FORK NORTHWEST FOR 4.5 MILES TO A FORK.  TAKE THE RIGHT FORK
 DU1949'AND CONTINUE NORTHWEST FOR 0.15 MILES TO A GATE, PASS THROUGH GATE FOR
 DU1949'0.4 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.3 MILE TO A
 DU1949'T-INTERSECTION.  TURN LEFT, PASS THROUGH A GATE AND TRAVEL SOUTH FOR
 DU1949'0.05 MILE TO A GATE.  PASS THROUGH GATE AND TURN RIGHT TRAVELING WEST
 DU1949'FOR 0.7 MILE PASSING A BARN ON THE RIGHT TO A GATE.  PASS THROUGH GATE
 DU1949'AND TRAVEL NORTHWEST FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 DU1949'NORTH FOR 1.1 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH
 DU1949'1.6 MILES PASSING TO THE RIGHT OF A WINDMILL AND TO THE LEFT OF A
 DU1949'CORRAL, CONTINUE NORTH FOR 3.75 MILES TO A DIM FORK ON THE RIGHT.
 DU1949'TURN RIGHT AND TRAVEL EAST ALONG DIM TRACK ROAD FOR 0.4 MILE TO A
 DU1949'SMALL SADDLE THEN LEFT NORTHWEST DOWN TO A WASH, THEN RIGHT ACROSS
 DU1949'THE WASH TO THE NORTH END OF THE POND AND END OF TRUCK TRAVEL.  PACK
 DU1949'NORTHEAST UP THE MOUNTAIN WHICH IS CHINA PEAK TO THE TOP AND STATION.
 DU1949'
 DU1949'TO REACH THE AZIMUTH MARK FROM THE DIM FORK AT THE END OF THE 3.75
 DU1949'MILAGE GIVEN ABOVE, TRAVEL NORTH 0.35 MILE TO THE CREST OF THE RIDGE
 DU1949'AND THE AZIMUTH MARK ON THE RIGHT BY A WITNESS POST.  THE MARK IS
 DU1949'ABOUT 170 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1116 ***********************************************************************
 ET1116  DESIGNATION -  DIAMOND JOE PEAK
 ET1116  PID         -  ET1116
 ET1116  STATE/COUNTY-  AZ/MOHAVE
 ET1116  USGS QUAD   -  DIAMOND JOE PEAK (1967)
 ET1116
 ET1116                         *CURRENT SURVEY CONTROL
 ET1116  ___________________________________________________________________
 ET1116* NAD 83(1992)-  34 50 11.47228(N)    113 45 25.01084(W)     ADJUSTED  
 ET1116* NAVD 88     -              **(meters)            **(feet)            
 ET1116  ___________________________________________________________________
 ET1116  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 ET1116  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 ET1116  HORZ ORDER  -  THIRD
 ET1116
 ET1116.The horizontal coordinates were established by classical geodetic methods
 ET1116.and adjusted by the National Geodetic Survey in August 1993.
 ET1116
 ET1116
 ET1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1116
 ET1116.The geoid height was determined by GEOID03.
 ET1116
 ET1116;                    North         East     Units Scale Factor Converg.
 ET1116;SPC AZ W     -   425,453.923   212,724.563   MT  0.99993334   -0 00 14.3
 ET1116;SPC AZ W     - 1,395,846.20    697,915.23   iFT  0.99993334   -0 00 14.3
 ET1116;UTM  12      - 3,858,380.415   247,890.586   MT  1.00038344   -1 34 32.5
 ET1116
 ET1116                          SUPERSEDED SURVEY CONTROL
 ET1116
 ET1116  NAD 83(1986)-  34 50 11.47468(N)    113 45 25.01610(W) AD(       ) 4
 ET1116  NAD 27      -  34 50 11.43400(N)    113 45 22.22400(W) AD(       ) 3
 ET1116
 ET1116.Superseded values are not recommended for survey control.
 ET1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1116.See file dsdata.txt to determine how the superseded data were derived.
 ET1116
 ET1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4789158380(NAD 83)
 ET1116_MARKER: 03 = MOUNTAIN PEAK
 ET1116
 ET1116  HISTORY     - Date     Condition        Report By
 ET1116  HISTORY     - 1950     FIRST OBSERVED   CGS
 ET1116  HISTORY     - 1968     GOOD             AMS
 ET1116
 ET1116                          STATION DESCRIPTION
 ET1116
 ET1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1116'THE STATION IS 29-1/2 MILES, AIRLINE, SOUTHEAST OF KINGMAN,
 ET1116'38 MILES SOUTH BY WEST OF HACKBERRY, AND 21 MILES EAST BY
 ET1116'SOUTH OF YUCCA.  IT IS A HIGH SHARP MOUNTAIN, HAVING A SCATTERED
 ET1116'GROWTH OF JUNIPER TREES ON ITS SLOPES AND IS THE HIGHEST PEAK
 ET1116'IN THE IMMEDIATE VICINITY.  THE HUALPEI MOUNTAINS TO THE WEST
 ET1116'ARE HIGHER.
 ET1116
 ET1116                          STATION RECOVERY (1968)
 ET1116
 ET1116'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 ET1116'INTERSECTION STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0971 ***********************************************************************
 ES0971  HT_MOD      -  This is a Height Modernization Survey Station.
 ES0971  DESIGNATION -  DIAMOND POINT
 ES0971  PID         -  ES0971
 ES0971  STATE/COUNTY-  AZ/GILA
 ES0971  USGS QUAD   -  DIAMOND POINT (1973)
 ES0971
 ES0971                         *CURRENT SURVEY CONTROL
 ES0971  ___________________________________________________________________
 ES0971* NAD 83(2007)-  34 17 15.07986(N)    111 11 33.87928(W)     ADJUSTED  
 ES0971* NAVD 88     -      1945.53   (meters)    6383.0    (feet)  GPS OBS   
 ES0971  ___________________________________________________________________
 ES0971  EPOCH DATE  -        2007.00
 ES0971  X           -  -1,907,649.673 (meters)                     COMP
 ES0971  Y           -  -4,920,062.398 (meters)                     COMP
 ES0971  Z           -   3,573,924.465 (meters)                     COMP
 ES0971  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 ES0971  ELLIP HEIGHT-        1920.558 (meters)          (02/10/07) ADJUSTED
 ES0971  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 ES0971
 ES0971  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0971  Type    PID    Designation                      North   East  Ellip
 ES0971  -------------------------------------------------------------------
 ES0971  NETWORK ES0971 DIAMOND POINT                     1.06   0.80   2.27
 ES0971  -------------------------------------------------------------------
 ES0971
 ES0971.The horizontal coordinates were established by GPS observations
 ES0971.and adjusted by the National Geodetic Survey in February 2007.
 ES0971
 ES0971.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0971.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0971.The horizontal coordinates are valid at the epoch date displayed above.
 ES0971.The epoch date for horizontal control is a decimal equivalence
 ES0971.of Year/Month/Day.
 ES0971
 ES0971.The orthometric height was determined by GPS observations and a
 ES0971.high-resolution geoid model.
 ES0971.The orthometric height was determined by GPS observations and a
 ES0971.high-resolution geoid model using precise GPS observation and
 ES0971.processing techniques.
 ES0971
 ES0971.Photographs are available for this station.
 ES0971
 ES0971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0971
 ES0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0971
 ES0971.The ellipsoidal height was determined by GPS observations
 ES0971.and is referenced to NAD 83.
 ES0971
 ES0971.The geoid height was determined by GEOID03.
 ES0971
 ES0971;                    North         East     Units Scale Factor Converg.
 ES0971;SPC AZ E     -   365,020.601   118,894.205   MT  1.00000996   -0 34 41.1
 ES0971;SPC AZ E     - 1,197,574.15    390,072.85   iFT  1.00000996   -0 34 41.1
 ES0971;UTM  12      - 3,794,053.423   482,260.669   MT  0.99960388   -0 06 30.9
 ES0971
 ES0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0971!SPC AZ E     -   0.99969860  x   1.00000996  =   0.99970856
 ES0971!UTM  12      -   0.99969860  x   0.99960388  =   0.99930260
 ES0971
 ES0971|---------------------------------------------------------------------|
 ES0971| PID    Reference Object                     Distance      Geod. Az  |
 ES0971|                                                           dddmmss.s |
 ES0971| CH3048 DIAMOND POINT RM 1                    4.731 METERS 07404     |
 ES0971| CH3047 DIAMOND POINT AZ MK RESET                          1623026.3 |
 ES0971| CH3046 DIAMOND POINT AZ MK                                1691409.7 |
 ES0971| CH3049 DIAMOND POINT RM 2                    5.538 METERS 32201     |
 ES0971|---------------------------------------------------------------------|
 ES0971
 ES0971                          SUPERSEDED SURVEY CONTROL
 ES0971
 ES0971  NAD 83(1992)-  34 17 15.07942(N)    111 11 33.87882(W) AD(       ) A
 ES0971  ELLIP H (03/01/04) 1920.570  (m)                       GP(       ) 4 1
 ES0971  NAD 83(1992)-  34 17 15.08004(N)    111 11 33.87555(W) AD(       ) 1
 ES0971  NAD 83(1986)-  34 17 15.07484(N)    111 11 33.88300(W) AD(       ) 1
 ES0971  NAD 27      -  34 17 14.95400(N)    111 11 31.40100(W) AD(       ) 1
 ES0971  NGVD 29 (07/19/86) 1945.9    (m)         6384.     (f) VERT ANG    3  
 ES0971
 ES0971.Superseded values are not recommended for survey control.
 ES0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0971.See file dsdata.txt to determine how the superseded data were derived.
 ES0971
 ES0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8226194053(NAD 83)
 ES0971_MARKER: DS = TRIANGULATION STATION DISK
 ES0971_SETTING: 66 = SET IN ROCK OUTCROP
 ES0971_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0971_STAMPING: DIAMOND PT 1946
 ES0971_MARK LOGO: CGS   
 ES0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0971+STABILITY: POSITION/ELEVATION WELL
 ES0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0971+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 ES0971
 ES0971  HISTORY     - Date     Condition        Report By
 ES0971  HISTORY     - 1946     MONUMENTED       CGS
 ES0971  HISTORY     - 1960     GOOD             CGS
 ES0971  HISTORY     - 1968     GOOD             AMS
 ES0971  HISTORY     - 1971     GOOD             USAF
 ES0971  HISTORY     - 1972     GOOD             NGS
 ES0971  HISTORY     - 1981     GOOD             AZDT
 ES0971  HISTORY     - 1984     GOOD             AZDT
 ES0971  HISTORY     - 20030814 GOOD             AZ-007
 ES0971
 ES0971                          STATION DESCRIPTION
 ES0971
 ES0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0971'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE EAST-NORTHEAST OF
 ES0971'PAYSON, ON A BARE PROMINENT POINT ABOUT 1 MILE NORTH OF THE
 ES0971'TONTO CREEK ROAD, AT THE FOREST SERVICE LOOKOUT TOWER KNOWN
 ES0971'AS DIAMOND POINT LOOKOUT.
 ES0971'
 ES0971'MARK IS ON HIGHEST PART OF POINT, 20-1/2 FEET SOUTHWEST OF THE
 ES0971'CENTER OF THE LOOKOUT AND 9.5 FEET SOUTH-SOUTHWEST OF THE
 ES0971'SOUTHWEST LEG OF THE TOWER.  IT IS A STANDARD DISK STAMPED
 ES0971'DIAMOND PT 1946.
 ES0971'
 ES0971'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  IT IS
 ES0971'A STANDARD REFERENCE MARK DISK, STAMPED DIAMOND PT NO 1 1946,
 ES0971'CEMENTED IN THE TOP OF A CONCRETE CISTERN WHICH IS ABOUT
 ES0971'2 FEET HIGH.
 ES0971'
 ES0971'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  A STANDARD
 ES0971'REFERENCE MARK DISK, STAMPED DIAMOND PT NO 2 1946, SET IN
 ES0971'DRILL HOLE IN OUTCROPPING BEDROCK, 3 INCHES ABOVE GROUND.
 ES0971'
 ES0971'AZIMUTH MARK IS 1 MILE SOUTH OF STATION, A STANDARD AZIMUTH
 ES0971'DISK, STAMPED DIAMOND PT 1946, SET IN SOUTH CONCRETE HEADWALL
 ES0971'OF A CATTLE GUARD ON THE TONTO CREEK ROAD.
 ES0971
 ES0971                          STATION RECOVERY (1960)
 ES0971
 ES0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES0971'ALL MARKS WERE RECOVERD IN GOOD CONDITION AS DESCRIBED.
 ES0971'A NEW AZIMUTH MARK WAS SET AND THE ORIGINAL DESTROYED TO MAKE
 ES0971'ROOM FOR ROAD IMPROVEMENT.
 ES0971'
 ES0971'REACHED FROM THE ROAD JUNCTION IN THE NORTH PART OF PAYSON
 ES0971'BY GOING EASTERLY AS PER SIGNS TONOTO HORTON 18, YOUNG 54
 ES0971'AND HEBER 52, FOR 8.5 MILES TO A CATTLE GUARD, CONTINUE AHEAD
 ES0971'FOR 0.15 MILE TO A HIGHWAY CUT AND THE MARK ON THE RIGHT.
 ES0971'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIAMOND POINT
 ES0971'RESET 1960, SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0971'10 INCHES.  IT IS 75 FEET SOUTH OF THE TOP OF THE HIGHWAY
 ES0971'CUT, 35 FEET SOUTH OF A LARGE JUNIPER AND 3 FEET EAST OF A
 ES0971'3-FOOT CAIRN.
 ES0971'
 ES0971'TO REACH THE STATION, CONTINUE EASTERLY FOR 6.85 MILES TO A
 ES0971'FIRE-CONTROL ROAD, TURN LEFT AND FOLLOW THE BLADED ROAD FOR
 ES0971'4.1 MILES TO A JUNCTION, TURN LEFT AS PER SIGN DIAMOND POINT
 ES0971'L.O. 4, AND GO 4.0 MILES TO THE LOOKOUT TOWER AND THE STATION.
 ES0971
 ES0971                          STATION RECOVERY (1968)
 ES0971
 ES0971'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JMH)
 ES0971'STATION WAS RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING
 ES0971'REVISIONS.  SIGNS TONTO HORTON 18, YOUNG 54 AND HEBER 52 WERE
 ES0971'REPLACE BY SIGNS HEBER, SNOWFLAKE AND ARIZ. 160.  THERE IS ALSO
 ES0971'A NEW CATTLE GUARD 2 MILES WEST OF THE AZ. MK.
 ES0971'
 ES0971'AZIMUTH MARK RESET 1960, REFERENCE MARK NO 1 AND NO 2 WERE
 ES0971'RECOVERED IN GOOD CONDITION.
 ES0971
 ES0971                          STATION RECOVERY (1971)
 ES0971
 ES0971'RECOVERY NOTE BY US AIR FORCE 1971 (JFW)
 ES0971'DIAMOND POINT 1946-GOOD.
 ES0971'
 ES0971'DIAMOND POINT NO 1 1946-GOOD.
 ES0971'
 ES0971'DIAMOND POINT NO 2 1946-GOOD FACE OF MARKER WAS SCARED UP.
 ES0971'
 ES0971'TO REACH STATION DIAMOND POINT FROM PAYSON PROCEED EAST ON
 ES0971'STATE HIGHWAY 160/260 FOR APPROXIMATELY 15 MILES.  TURN LEFT
 ES0971'ON CONTROL ROAD FOR 4.4 MILES TO INTERSECTION.  TURN LEFT
 ES0971'FOR 0.2 MILES TO FORK.  TAKE LEFT FORK AND FOLLOW TO THE END
 ES0971'OF THE ROAD AND DIAMOND POINT LOOKOUT TOWER PARKING LOT.  WALK
 ES0971'SOUTH 150 FEET TO THE TOWER AND THE STATION.
 ES0971
 ES0971                          STATION RECOVERY (1972)
 ES0971
 ES0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DP)
 ES0971'REACH FROM THE JUNCTION OF US 87 AND ARIZ. 260 PROCEED EAST ON 260
 ES0971'FOR 16.05 MILES TO CONTROL ROAD, LEFT, TURN LEFT AND PROCEED FOR
 ES0971'4.45 MILES TO ROAD LEFT AND SIGN DIAMOND POINT 4 MILES, TURN LEFT
 ES0971'AND PROCEED FOR 0.25 MILES TO FORK TAKEN LEFT FORK AND PROCEED
 ES0971'FOR 3.75 MILES TO DIAMOND POINT LOOKOUT TOWER AND THE STATION
 ES0971'ON THE SOUTH SIDE OF THE TOWER.  NOTE THERE IS A LOCKED GATE
 ES0971'APPROX. 800 FT. BEFORE REACHING THE TOWER, A KEY CAN BE SECURED
 ES0971'FROM THE PAYSON FOREST SERVICE STATION.
 ES0971'
 ES0971'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF PAYSON, ON A
 ES0971'BASE PROMINENT POINT.  THE STATION AND THE REFERENCE MARKS WERE
 ES0971'RECOVERED, BUT THE AZ. MARK WAS NOT RECOVERED AT THIS TIME, THE
 ES0971'RESURFACING OF THE ROAD PROBABLY DESTROYED THE AZIMUTH MARK.
 ES0971'
 ES0971'THE STATION IS SET IN A DRILL HOLE APPROX 1-1/2 INCHES BELOW THE
 ES0971'SURFACE.  RM NO. 1 IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 ES0971'A CONCRETE WATER HOLDING TANK APPROX 2 FT. ABOVE THE STATION.  RM
 ES0971'NO. 2 IS SET IN A DRILL HOLE IN A ROCK APPROX 2 INCHES ABOVE THE
 ES0971'SURFACE.
 ES0971'
 ES0971'THE STATION IS 20.5 FT. SOUTHWEST OF THE CENTER OF THE TOWER AND
 ES0971'9.5 FT. SOUTH-SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER.
 ES0971
 ES0971                          STATION RECOVERY (1981)
 ES0971
 ES0971'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0971'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ES0971'AS DESCRIBED IN 1960.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0971'
 ES0971'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG
 ES0971'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87 AT A TRAFFIC LIGHT.  TURN
 ES0971'LEFT ALONG SR 87 FOR 0.75 MILE TO JUNCTION WITH SR 87 AND SR 260.
 ES0971'TURN RIGHT ALONG SR 260 AND TRAVEL EAST FOR 15.0 MILES TO SERVICE ROAD
 ES0971'ON THE LEFT.  TURN LEFT FOR 5.0 MILES TO TONTO VILLAGE, BEAR LEFT OVER
 ES0971'A CONCRETE LINED CREEK FORD AND FOLLOW MAIN ROAD 4 MILES TO A LOCKED
 ES0971'GATE BELOW THE DIAMOND POINT LOOKOUT TOWER AND STATION.  A KEY CAN BE
 ES0971'OBTAINED FROM THE RANGER STATION IN PAYSON.
 ES0971
 ES0971                          STATION RECOVERY (1984)
 ES0971
 ES0971'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0971'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
 ES0971
 ES0971                          STATION RECOVERY (2003)
 ES0971
 ES0971'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 ES0971'NEW STATION DESCRIPTION  (2003)
 ES0971' 
 ES0971'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 ES0971' 
 ES0971'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS
 ES0971'DESCRIBED IN 1960.  A NEW ROUTE TO THE STATION FOLLOWS. TO REACH THE
 ES0971'STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG MAIN STREET
 ES0971'FOR 0.6 MILE TO SR-87, TURN LEFT ON SR-87 AND TRAVEL FOR 0.75 MILE TO
 ES0971'JUNCTION WITH SR-260.  TURN RIGHT ON SR-260 AND TRAVEL EAST FOR 15.0
 ES0971'MILES TO FOREST SERVICE ROAD (FS-64 - CONTROL ROAD) ON THE LEFT.  TURN
 ES0971'LEFT AND TRAVEL FOR 5.0 MILES TO TONTO VILLAGE, BEAR LEFT OVER A
 ES0971'CONCRETE LINED CREEK FORD AND FOLLOW MAIN ROAD 4 MILES TO A LOCKED
 ES0971'GATE BELOW THE DIAMOND POINT LOOKOUT TOWER AND STATION.  A KEY CAN BE
 ES0971'OBTAINED FROM THE RANGER STATION IN PAYSON.
 ES0971' 
 ES0971'GATE COMBO IS 6384
 ES0971' 
 ES0971'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0929 ***********************************************************************
 FR0929  DESIGNATION -  DIAMOND RIM
 FR0929  PID         -  FR0929
 FR0929  STATE/COUNTY-  AZ/MOHAVE
 FR0929  USGS QUAD   -  PEACH SPRINGS NE (1967)
 FR0929
 FR0929                         *CURRENT SURVEY CONTROL
 FR0929  ___________________________________________________________________
 FR0929* NAD 83(1992)-  35 42 59.32318(N)    113 20 49.68558(W)     ADJUSTED  
 FR0929* NAVD 88     -      1617.     (meters)    5305.     (feet)  SCALED    
 FR0929  ___________________________________________________________________
 FR0929  LAPLACE CORR-          10.24  (seconds)                    DEFLEC99
 FR0929  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FR0929  HORZ ORDER  -  THIRD
 FR0929
 FR0929.The horizontal coordinates were established by classical geodetic methods
 FR0929.and adjusted by the National Geodetic Survey in August 1993.
 FR0929
 FR0929.The orthometric height was scaled from a topographic map.
 FR0929
 FR0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0929
 FR0929.The geoid height was determined by GEOID03.
 FR0929
 FR0929;                    North         East     Units Scale Factor Converg.
 FR0929;SPC AZ W     -   523,149.784   249,811.043   MT  0.99994970   +0 14 06.7
 FR0929;SPC AZ W     - 1,716,370.68    819,590.04   iFT  0.99994970   +0 14 06.7
 FR0929;SPC AZ C     -   524,000.838    83,932.259   MT  1.00010636   -0 50 06.7
 FR0929;SPC AZ C     - 1,719,162.85    275,368.30   iFT  1.00010636   -0 50 06.7
 FR0929;UTM  12      - 3,955,042.072   287,684.645   MT  1.00015551   -1 22 14.6
 FR0929
 FR0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0929!SPC AZ W     -   0.99975032  x   0.99994970  =   0.99970004
 FR0929!SPC AZ C     -   0.99975032  x   1.00010636  =   0.99985666
 FR0929!UTM  12      -   0.99975032  x   1.00015551  =   0.99990580
 FR0929
 FR0929:                Primary Azimuth Mark                     Grid Az
 FR0929:SPC AZ W     -  DIAMOND RIM AZ MK 2                      096 25 55.6
 FR0929:SPC AZ C     -  DIAMOND RIM AZ MK 2                      097 30 09.0
 FR0929:UTM  12      -  DIAMOND RIM AZ MK 2                      098 02 16.9
 FR0929
 FR0929|---------------------------------------------------------------------|
 FR0929| PID    Reference Object                     Distance      Geod. Az  |
 FR0929|                                                           dddmmss.s |
 FR0929| FR0927 DIAMOND RIM AZ MK 2                 APPROX. 1.8 KM 0964002.3 |
 FR0929| CH3050 DIAMOND RIM RM 1                      8.471 METERS 11907     |
 FR0929| CH3051 DIAMOND RIM RM 2                     10.165 METERS 23404     |
 FR0929| FR0928 DIAMOND RIM AZ MK 1                 370.858 METERS 29025     |
 FR0929|---------------------------------------------------------------------|
 FR0929
 FR0929                          SUPERSEDED SURVEY CONTROL
 FR0929
 FR0929  NAD 83(1986)-  35 42 59.31599(N)    113 20 49.68640(W) AD(       ) 3
 FR0929  NAD 27      -  35 42 59.35700(N)    113 20 46.93000(W) AD(       ) 3
 FR0929
 FR0929.Superseded values are not recommended for survey control.
 FR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0929.See file dsdata.txt to determine how the superseded data were derived.
 FR0929
 FR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8768555042(NAD 83)
 FR0929_MARKER: DS = TRIANGULATION STATION DISK
 FR0929_SETTING: 66 = SET IN ROCK OUTCROP
 FR0929
 FR0929  HISTORY     - Date     Condition        Report By
 FR0929  HISTORY     - 1936     MONUMENTED       CGS
 FR0929  HISTORY     - 1955     GOOD             CGS
 FR0929
 FR0929                          STATION DESCRIPTION
 FR0929
 FR0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0929'THE STATION IS LOCATED ABOUT 13 MILES NORTH AND 5 MILES EAST
 FR0929'OF PEACH SPRINGS, 1/2 MILE WEST OF THE MOHAVE COUNTY LINE.
 FR0929'IT IS ON A BRUSHY, TREELESS HILL, ON THE SOUTH HIGH RIM OF
 FR0929'DIAMOND CREEK, 4 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF
 FR0929'DIAMOND CREEK AND THE COLORADO RIVER, ON THE APEX OF THE
 FR0929'RIM BETWEEN PEACH SPRINGS CANYON AND DIAMOND CREEK CANYON
 FR0929'AND 3 MILES SOUTH-SOUTHEAST OF THEIR JUNCTION, 3/4 MILE EAST
 FR0929'OF AN UNSCALABLE, PROMINENT PINNACLE KNOWN AS THE
 FR0929'THUMB.  THE STATION HILL IS A PEAK OF A GROUP OF HIGH BARREN
 FR0929'RIDGES IN THE VICINITY.  THE RIM BREAKS ABOUT 20 FEET NORTH
 FR0929'OF THE STATION AND 1/3 MILE WEST, DROPPING ABOUT 4,000 FEET
 FR0929'TO THE CANYONS BELOW.  THE STATION MARK IS SET INTO A DRILL HOLE IN
 FR0929'ROCK OUTCROP.
 FR0929'
 FR0929'REFERENCE MARK NO. 1, SET INTO A DRILL HOLE IN ROCK OUTCROP IS
 FR0929'EAST-SOUTHEAST OF THE
 FR0929'STATION SET FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2, SET
 FR0929'INTO A DRILL HOLE IN ROCK OUTCROP
 FR0929'IS SOUTHWEST OF THE STATION SET FLUSH WITH THE GROUND.
 FR0929'TWO AZIMUTH MARKS WERE ESTABLISHED AT THIS STATION AND OCCUPIED.
 FR0929'
 FR0929'AZIMUTH MARK NO. 1 IS ABOUT 3/8 MILE WEST ON A HIGH RIM.
 FR0929'AZIMUTH MARK NO. 2 IS ABOUT 1-1/2 MILES EAST OF THE STATION
 FR0929'ON A RIM.  SEE THE STATION DESCRIPTIONS OF THESE AZIMUTH
 FR0929'MARKS FOR MORE DETAILS.
 FR0929'
 FR0929'THE STATION CAN BE REACHED FROM PEACH SPRINGS BY DRIVING EAST
 FR0929'ON U.S. HIGHWAY 66 FOR 4 MILES.  LEAVE THE HIGHWAY AND PASS
 FR0929'THROUGH A GATE ON THE HUALPAI INDIAN RESERVATION AND DRIVE
 FR0929'DOWN THE OPEN VALLEY 3.5 MILES, TAKE THE RIGHT FORK AND GO
 FR0929'2.7 MILES.  FROM THIS POINT LEAVE THE HIGHWAY, IF DESIRING TO
 FR0929'DRIVE THE 8 MILES, AND GO WESTERLY AND NORTH ABOUT 8 MILES,
 FR0929'CARE BEING USED IN GOING UP AND DOWN THE CANYONS, THIS BEING
 FR0929'THE END OF TRUCK TRAVEL, FROM HERE THE PROMINENT THUMB IS
 FR0929'VISIBLE, THE STATION BEING TO THE EAST AND ON THE RIM.  CARE
 FR0929'BEING TAKEN IN DRIVING TO GET ON THE MAIN DIVIDE BETWEEN THE
 FR0929'PEACH SPRINGS CANYON AND THE DIAMOND CREEK CANYON.  IF
 FR0929'DESIRING TO PACK THE 12 MILES CONTINUE ON THE ROAD TO THE LEFT
 FR0929'0.6 MILE TO AN EARTHEN TANK, THIS BEING THE END OF TRUCK
 FR0929'TRAVEL.  GET ON THE MAIN DIVIDE AND PACK NORTH AND WESTERLY
 FR0929'TO THE STATION.  PACK HORSES WERE OBTAINED IN PEACH SPRINGS
 FR0929'FROM AN INDIAN BY THE NAME OF FRANCIS MANAKAJA AND HE
 FR0929'VISITED THE STATION AT THE TIME IT WAS OCCUPIED.
 FR0929'
 FR0929'ALL OBJECTS VISIBLE FROM THE GROUND.  A 1-1/2-HOUR PACK
 FR0929'STATION AND 8 MILES CROSS COUNTRY DRIVE, OR A 12-MILE PACK
 FR0929'STATION.
 FR0929
 FR0929                          STATION RECOVERY (1955)
 FR0929
 FR0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0929'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FR0929'AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0928 ***********************************************************************
 FR0928  DESIGNATION -  DIAMOND RIM AZ MK 1
 FR0928  PID         -  FR0928
 FR0928  STATE/COUNTY-  AZ/MOHAVE
 FR0928  USGS QUAD   -  PEACH SPRINGS NE (1967)
 FR0928
 FR0928                         *CURRENT SURVEY CONTROL
 FR0928  ___________________________________________________________________
 FR0928* NAD 83(1992)-  35 43 03.52026(N)    113 21 03.51380(W)     ADJUSTED  
 FR0928* NAVD 88     -      1617.     (meters)    5305.     (feet)  SCALED    
 FR0928  ___________________________________________________________________
 FR0928  LAPLACE CORR-          10.27  (seconds)                    DEFLEC99
 FR0928  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 FR0928  HORZ ORDER  -  THIRD
 FR0928
 FR0928.The horizontal coordinates were established by classical geodetic methods
 FR0928.and adjusted by the National Geodetic Survey in August 1993.
 FR0928
 FR0928.The orthometric height was scaled from a topographic map.
 FR0928
 FR0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0928
 FR0928.The geoid height was determined by GEOID03.
 FR0928
 FR0928;                    North         East     Units Scale Factor Converg.
 FR0928;SPC AZ W     -   523,277.713   249,462.968   MT  0.99994939   +0 13 58.6
 FR0928;SPC AZ W     - 1,716,790.40    818,448.06   iFT  0.99994939   +0 13 58.6
 FR0928;SPC AZ C     -   524,135.268    83,586.580   MT  1.00010747   -0 50 14.8
 FR0928;SPC AZ C     - 1,719,603.90    274,234.19   iFT  1.00010747   -0 50 14.8
 FR0928;UTM  12      - 3,955,179.733   287,340.220   MT  1.00015731   -1 22 22.8
 FR0928
 FR0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0928!SPC AZ W     -   0.99975033  x   0.99994939  =   0.99969973
 FR0928!SPC AZ C     -   0.99975033  x   1.00010747  =   0.99985777
 FR0928!UTM  12      -   0.99975033  x   1.00015731  =   0.99990760
 FR0928
 FR0928|---------------------------------------------------------------------|
 FR0928| PID    Reference Object                     Distance      Geod. Az  |
 FR0928|                                                           dddmmss.s |
 FR0928| FR0929 DIAMOND RIM                         370.858 METERS 11025     |
 FR0928|---------------------------------------------------------------------|
 FR0928
 FR0928                          SUPERSEDED SURVEY CONTROL
 FR0928
 FR0928  NAD 83(1986)-  35 43 03.51309(N)    113 21 03.51462(W) AD(       ) 3
 FR0928  NAD 27      -  35 43 03.55400(N)    113 21 00.75800(W) AD(       ) 3
 FR0928
 FR0928.Superseded values are not recommended for survey control.
 FR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0928.See file dsdata.txt to determine how the superseded data were derived.
 FR0928
 FR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8734055180(NAD 83)
 FR0928_MARKER: Z = SEE DESCRIPTION
 FR0928_SETTING: 0 = UNSPECIFIED SETTING
 FR0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0928
 FR0928  HISTORY     - Date     Condition        Report By
 FR0928  HISTORY     - 1936     MONUMENTED       CGS
 FR0928
 FR0928                          STATION DESCRIPTION
 FR0928
 FR0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FR0928'STATION IS ABOUT 3/8 MILE WEST OF STATION DIAMOND RIM ON A HIGH RIM.
 FR0928'
 FR0928'STATION DIAMOND RIM CAN BE REACHED FROM PEACH SPRINGS BY DRIVING EAST
 FR0928'ON U.S. HIGHWAY 66 FOR 4 MILES.  LEAVE THE HIGHWAY AND PASS
 FR0928'THROUGH A GATE ON THE HUALPAI INDIAN RESERVATION AND DRIVE
 FR0928'DOWN THE OPEN VALLEY 3.5 MILES, TAKE THE RIGHT FORK AND GO
 FR0928'2.7 MILES.  FROM THIS POINT LEAVE THE HIGHWAY, IF DESIRING TO
 FR0928'DRIVE THE 8 MILES, AND GO WESTERLY AND NORTH ABOUT 8 MILES,
 FR0928'CARE BEING USED IN GOING UP AND DOWN THE CANYONS, THIS BEING
 FR0928'THE END OF TRUCK TRAVEL, FROM HERE THE PROMINENT THUMB IS
 FR0928'VISIBLE, STATION DIAMOND RIM BEING TO THE EAST AND ON THE RIM.  CARE
 FR0928'BEING TAKEN IN DRIVING TO GET ON THE MAIN DIVIDE BETWEEN THE
 FR0928'PEACH SPRINGS CANYON AND THE DIAMOND CREEK CANYON.  IF
 FR0928'DESIRING TO PACK THE 12 MILES CONTINUE ON THE ROAD TO THE LEFT
 FR0928'0.6 MILE TO AN EARTHEN TANK, THIS BEING THE END OF TRUCK
 FR0928'TRAVEL.  GET ON THE MAIN DIVIDE AND PACK NORTH AND WESTERLY
 FR0928'TO STATION DIAMOND RIM.  PACK HORSES WERE OBTAINED IN PEACH SPRINGS
 FR0928'FROM AN INDIAN BY THE NAME OF FRANCIS MANAKAJA AND HE
 FR0928'VISITED STATION DIAMOND RIM AT THE TIME IT WAS OCCUPIED.
 FR0928'
 FR0928'A 1-1/2-HOUR PACK
 FR0928'STATION DIAMOND RIM AND 8 MILES CROSS COUNTRY DRIVE, OR A 12-MILE PACK
 FR0928'STATION DIAMOND RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0927 ***********************************************************************
 FR0927  DESIGNATION -  DIAMOND RIM AZ MK 2
 FR0927  PID         -  FR0927
 FR0927  STATE/COUNTY-  AZ/MOHAVE
 FR0927  USGS QUAD   -  PEACH SPRINGS NE (1967)
 FR0927
 FR0927                         *CURRENT SURVEY CONTROL
 FR0927  ___________________________________________________________________
 FR0927* NAD 83(1992)-  35 42 52.65898(N)    113 19 39.83981(W)     ADJUSTED  
 FR0927* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 FR0927  ___________________________________________________________________
 FR0927  LAPLACE CORR-           7.56  (seconds)                    DEFLEC99
 FR0927  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FR0927  HORZ ORDER  -  THIRD
 FR0927
 FR0927.The horizontal coordinates were established by classical geodetic methods
 FR0927.and adjusted by the National Geodetic Survey in August 1993.
 FR0927
 FR0927.The orthometric height was scaled from a topographic map.
 FR0927
 FR0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0927
 FR0927.The geoid height was determined by GEOID03.
 FR0927
 FR0927;                    North         East     Units Scale Factor Converg.
 FR0927;SPC AZ W     -   522,951.781   251,567.384   MT  0.99995132   +0 14 47.4
 FR0927;SPC AZ W     - 1,715,721.07    825,352.31   iFT  0.99995132   +0 14 47.4
 FR0927;SPC AZ C     -   523,770.026    85,684.863   MT  1.00010081   -0 49 25.7
 FR0927;SPC AZ C     - 1,718,405.60    281,118.32   iFT  1.00010081   -0 49 25.7
 FR0927;UTM  12      - 3,954,794.878   289,435.099   MT  1.00014639   -1 21 33.5
 FR0927
 FR0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0927!SPC AZ W     -   0.99975517  x   0.99995132  =   0.99970650
 FR0927!SPC AZ C     -   0.99975517  x   1.00010081  =   0.99985596
 FR0927!UTM  12      -   0.99975517  x   1.00014639  =   0.99990153
 FR0927
 FR0927:                Primary Azimuth Mark                     Grid Az
 FR0927:SPC AZ W     -  DIAMOND RIM                              276 25 55.7
 FR0927:SPC AZ C     -  DIAMOND RIM                              277 30 08.8
 FR0927:UTM  12      -  DIAMOND RIM                              278 02 16.6
 FR0927
 FR0927|---------------------------------------------------------------------|
 FR0927| PID    Reference Object                     Distance      Geod. Az  |
 FR0927|                                                           dddmmss.s |
 FR0927| FR0929 DIAMOND RIM                         APPROX. 1.8 KM 2764043.1 |
 FR0927|---------------------------------------------------------------------|
 FR0927
 FR0927                          SUPERSEDED SURVEY CONTROL
 FR0927
 FR0927  NAD 83(1986)-  35 42 52.65171(N)    113 19 39.84069(W) AD(       ) 3
 FR0927  NAD 27      -  35 42 52.69200(N)    113 19 37.08600(W) AD(       ) 3
 FR0927
 FR0927.Superseded values are not recommended for survey control.
 FR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0927.See file dsdata.txt to determine how the superseded data were derived.
 FR0927
 FR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8943554795(NAD 83)
 FR0927_MARKER: Z = SEE DESCRIPTION
 FR0927_SETTING: 0 = UNSPECIFIED SETTING
 FR0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0927
 FR0927  HISTORY     - Date     Condition        Report By
 FR0927  HISTORY     - 1936     MONUMENTED       CGS
 FR0927
 FR0927                          STATION DESCRIPTION
 FR0927
 FR0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FR0927'STATION IS ABOUT 1-1/2 MILES EAST OF STATION DIAMOND RIM
 FR0927'ON A RIM
 FR0927'
 FR0927'STATION DIAMOND RIM CAN BE REACHED FROM PEACH SPRINGS BY DRIVING EAST
 FR0927'ON U.S. HIGHWAY 66 FOR 4 MILES.  LEAVE THE HIGHWAY AND PASS
 FR0927'THROUGH A GATE ON THE HUALPAI INDIAN RESERVATION AND DRIVE
 FR0927'DOWN THE OPEN VALLEY 3.5 MILES, TAKE THE RIGHT FORK AND GO
 FR0927'2.7 MILES.  FROM THIS POINT LEAVE THE HIGHWAY, IF DESIRING TO
 FR0927'DRIVE THE 8 MILES, AND GO WESTERLY AND NORTH ABOUT 8 MILES,
 FR0927'CARE BEING USED IN GOING UP AND DOWN THE CANYONS, THIS BEING
 FR0927'THE END OF TRUCK TRAVEL, FROM HERE THE PROMINENT THUMB IS
 FR0927'VISIBLE, STATION DIAMOND RIM BEING TO THE EAST AND ON THE RIM.  CARE
 FR0927'BEING TAKEN IN DRIVING TO GET ON THE MAIN DIVIDE BETWEEN THE
 FR0927'PEACH SPRINGS CANYON AND THE DIAMOND CREEK CANYON.  IF
 FR0927'DESIRING TO PACK THE 12 MILES CONTINUE ON THE ROAD TO THE LEFT
 FR0927'0.6 MILE TO AN EARTHEN TANK, THIS BEING THE END OF TRUCK
 FR0927'TRAVEL.  GET ON THE MAIN DIVIDE AND PACK NORTH AND WESTERLY
 FR0927'TO STATION DIAMOND RIM.  PACK HORSES WERE OBTAINED IN PEACH SPRINGS
 FR0927'FROM AN INDIAN BY THE NAME OF FRANCIS MANAKAJA AND HE
 FR0927'VISITED STATION DIAMOND RIM AT THE TIME IT WAS OCCUPIED.
 FR0927'
 FR0927'A 1-1/2-HOUR PACK
 FR0927'STATION DIAMOND RIM AND 8 MILES CROSS COUNTRY DRIVE, OR A 12-MILE PACK
 FR0927'STATION DIAMOND RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0407 ***********************************************************************
 FR0407  DESIGNATION -  DIAMOND RM 1
 FR0407  PID         -  FR0407
 FR0407  STATE/COUNTY-  AZ/MOHAVE
 FR0407  USGS QUAD   -  NELSON (1967)
 FR0407
 FR0407                         *CURRENT SURVEY CONTROL
 FR0407  ___________________________________________________________________
 FR0407* NAD 83(1986)-  35 37 21.     (N)    113 22 20.     (W)     SCALED    
 FR0407* NAVD 88     -      1618.649  (meters)    5310.52   (feet)  POSTED    
 FR0407  ___________________________________________________________________
 FR0407  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0407  DYNAMIC HT  -        1616.590 (meters)    5303.76  (feet)  COMP
 FR0407  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 FR0407
 FR0407  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0407
 FR0407.The horizontal coordinates were scaled from a topographic map and have
 FR0407.an estimated accuracy of +/- 6 seconds.
 FR0407
 FR0407.The orthometric height was determined by differential leveling
 FR0407.and adjusted by the  in 1992.
 FR0407.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0407.was located on a no-check spur therefore a value was not computed.
 FR0407.No vertical observational check was made to the station.
 FR0407
 FR0407.The geoid height was determined by GEOID03.
 FR0407
 FR0407.The dynamic height is computed by dividing the NAVD 88
 FR0407.geopotential number by the normal gravity value computed on the
 FR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0407.degrees latitude (g = 980.6199 gals.).
 FR0407
 FR0407.The modeled gravity was interpolated from observed gravity values.
 FR0407
 FR0407;                    North         East    Units  Estimated Accuracy
 FR0407;SPC AZ W     -   512,710.      247,580.      MT  (+/- 180 meters Scaled)
 FR0407
 FR0407                          SUPERSEDED SURVEY CONTROL
 FR0407
 FR0407  NGVD 29 (??/??/92) 1617.681  (m)         5307.34   (f) ADJ UNCH    2 0
 FR0407
 FR0407.Superseded values are not recommended for survey control.
 FR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0407.See file dsdata.txt to determine how the superseded data were derived.
 FR0407
 FR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE851446(NAD 83)
 FR0407_MARKER: DR = REFERENCE MARK DISK
 FR0407_SETTING: 80 = SET IN A BOULDER
 FR0407_SP_SET: BOULDER
 FR0407_STAMPING: DIAMOND NO 1 1934
 FR0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0407+STABILITY: SURFACE MOTION
 FR0407
 FR0407  HISTORY     - Date     Condition        Report By
 FR0407  HISTORY     - 1934     MONUMENTED       CGS
 FR0407
 FR0407                          STATION DESCRIPTION
 FR0407
 FR0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0407'4.0 MI E FROM PEACH SPRINGS.
 FR0407'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0407'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0407'ABOUT 7.2 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0407'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 0.3 MILE WEST OF AN OLD
 FR0407'DESERTED HOUSE, AT THE POINT OF A RIDGE OVERLOOKING PEACH SPRINGS
 FR0407'CANYON, 30 FEET NORTH OF TRIANGULATION STATION DIAMOND, DESCRIBED
 FR0407'BELOW, IN THE TOP OF A BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A
 FR0407'STANDARD REFERENCE MARK DISK, STAMPED DIAMOND NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0408 ***********************************************************************
 FR0408  DESIGNATION -  DIAMOND RM 2
 FR0408  PID         -  FR0408
 FR0408  STATE/COUNTY-  AZ/MOHAVE
 FR0408  USGS QUAD   -  NELSON (1967)
 FR0408
 FR0408                         *CURRENT SURVEY CONTROL
 FR0408  ___________________________________________________________________
 FR0408* NAD 83(1986)-  35 37 21.     (N)    113 22 21.     (W)     SCALED    
 FR0408* NAVD 88     -      1617.891  (meters)    5308.03   (feet)  POSTED    
 FR0408  ___________________________________________________________________
 FR0408  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0408  DYNAMIC HT  -        1615.830 (meters)    5301.27  (feet)  COMP
 FR0408  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 FR0408
 FR0408  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0408
 FR0408.The horizontal coordinates were scaled from a topographic map and have
 FR0408.an estimated accuracy of +/- 6 seconds.
 FR0408
 FR0408.The orthometric height was determined by differential leveling
 FR0408.and adjusted by the  in 1992.
 FR0408.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0408.was located on a no-check spur therefore a value was not computed.
 FR0408.No vertical observational check was made to the station.
 FR0408
 FR0408.The geoid height was determined by GEOID03.
 FR0408
 FR0408.The dynamic height is computed by dividing the NAVD 88
 FR0408.geopotential number by the normal gravity value computed on the
 FR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0408.degrees latitude (g = 980.6199 gals.).
 FR0408
 FR0408.The modeled gravity was interpolated from observed gravity values.
 FR0408
 FR0408;                    North         East    Units  Estimated Accuracy
 FR0408;SPC AZ W     -   512,710.      247,560.      MT  (+/- 180 meters Scaled)
 FR0408
 FR0408                          SUPERSEDED SURVEY CONTROL
 FR0408
 FR0408  NGVD 29 (??/??/92) 1616.923  (m)         5304.85   (f) ADJ UNCH    2 0
 FR0408
 FR0408.Superseded values are not recommended for survey control.
 FR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0408.See file dsdata.txt to determine how the superseded data were derived.
 FR0408
 FR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE851446(NAD 83)
 FR0408_MARKER: DR = REFERENCE MARK DISK
 FR0408_SETTING: 80 = SET IN A BOULDER
 FR0408_SP_SET: BOULDER
 FR0408_STAMPING: DIAMOND NO 2 1934
 FR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0408+STABILITY: SURFACE MOTION
 FR0408
 FR0408  HISTORY     - Date     Condition        Report By
 FR0408  HISTORY     - 1934     MONUMENTED       CGS
 FR0408
 FR0408                          STATION DESCRIPTION
 FR0408
 FR0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0408'4.0 MI E FROM PEACH SPRINGS.
 FR0408'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0408'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0408'ABOUT 7.2 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0408'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 0.3 MILE WEST OF AN OLD
 FR0408'DESERTED HOUSE, AT THE POINT OF A RIDGE OVERLOOKING PEACH SPRINGS
 FR0408'CANYON, 40 FEET WEST OF TRIANGULATION STATION DIAMOND, DESCRIBED
 FR0408'BELOW, IN THE TOP OF A BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A
 FR0408'STANDARD REFERENCE-MARK DISK, STAMPED DIAMOND NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1752 ***********************************************************************
 CZ1752  DESIGNATION -  DICK
 CZ1752  PID         -  CZ1752
 CZ1752  STATE/COUNTY-  AZ/GRAHAM
 CZ1752  USGS QUAD   -  TRIPP CANYON (1972)
 CZ1752
 CZ1752                         *CURRENT SURVEY CONTROL
 CZ1752  ___________________________________________________________________
 CZ1752* NAD 83(1992)-  32 47 13.58604(N)    110 03 57.92686(W)     ADJUSTED  
 CZ1752* NAVD 88     -      1904.9    (meters)    6250.     (feet)  VERTCON   
 CZ1752  ___________________________________________________________________
 CZ1752  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 CZ1752  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CZ1752  HORZ ORDER  -  FIRST
 CZ1752
 CZ1752.The horizontal coordinates were established by classical geodetic methods
 CZ1752.and adjusted by the National Geodetic Survey in August 1993.
 CZ1752
 CZ1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1752
 CZ1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1752
 CZ1752.The geoid height was determined by GEOID03.
 CZ1752
 CZ1752;                    North         East     Units Scale Factor Converg.
 CZ1752;SPC AZ E     -   198,148.027   222,780.706   MT  0.99990109   +0 03 16.1
 CZ1752;SPC AZ E     -   650,091.95    730,907.83   iFT  0.99990109   +0 03 16.1
 CZ1752;UTM  12      - 3,628,072.011   587,452.438   MT  0.99969430   +0 30 20.7
 CZ1752
 CZ1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1752!SPC AZ E     -   0.99970518  x   0.99990109  =   0.99960630
 CZ1752!UTM  12      -   0.99970518  x   0.99969430  =   0.99939957
 CZ1752
 CZ1752:                Primary Azimuth Mark                     Grid Az
 CZ1752:SPC AZ E     -  H 12 4304                                033 08 53.7
 CZ1752:UTM  12      -  H 12 4304                                032 41 49.1
 CZ1752
 CZ1752|---------------------------------------------------------------------|
 CZ1752| PID    Reference Object                     Distance      Geod. Az  |
 CZ1752|                                                           dddmmss.s |
 CZ1752| CC7252 H 12 4304                                          0331209.8 |
 CZ1752| CC7253 DICK RM 1                             6.072 METERS 05149     |
 CZ1752| CC7254 DICK RM 2                             5.681 METERS 14419     |
 CZ1752| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX. 6.1 KM 1545744.9 |
 CZ1752|---------------------------------------------------------------------|
 CZ1752
 CZ1752                          SUPERSEDED SURVEY CONTROL
 CZ1752
 CZ1752  NAD 83(1986)-  32 47 13.58243(N)    110 03 57.92658(W) AD(       ) 1
 CZ1752  NAD 27      -  32 47 13.33500(N)    110 03 55.63300(W) AD(       ) 1
 CZ1752  NGVD 29 (07/19/86) 1904.1    (m)         6247.     (f) VERT ANG    3  
 CZ1752
 CZ1752.Superseded values are not recommended for survey control.
 CZ1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1752.See file dsdata.txt to determine how the superseded data were derived.
 CZ1752
 CZ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8745228072(NAD 83)
 CZ1752_MARKER: DS = TRIANGULATION STATION DISK
 CZ1752_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1752_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1752
 CZ1752  HISTORY     - Date     Condition        Report By
 CZ1752  HISTORY     - 1946     MONUMENTED       CGS
 CZ1752  HISTORY     - 1972     GOOD             AZHD
 CZ1752
 CZ1752                          STATION DESCRIPTION
 CZ1752
 CZ1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1752'STATION IS ON THE HIGHEST PEAK W OF TRIPP CANYON, WHICH IS AT
 CZ1752'THE NW END OF THE GRAHAM MOUNTAIN RANGE IN THE CROOK NATIONAL
 CZ1752'FOREST, BY APPROXIMATE AIRLINE DISTANCES 16 MILES WSW OF PIMA,
 CZ1752'AND 16 MILES ESE OF KLONDYKE.
 CZ1752'
 CZ1752'TO REACH FROM THE FIRE DEPARTMENT IN PIMA, GO N, THEN W ON
 CZ1752'U.S. HIGHWAY 70 FOR 0.9 MILE TO A FORK.  HERE THE PAVED ROAD
 CZ1752'TURNS RIGHT.  TAKE THE LEFT FORK STRAIGHT AHEAD ACROSS THE
 CZ1752'RAILROAD TRACKS, A GRAVEL ROAD, FOR 0.75 MILE TO A CROSS ROAD.
 CZ1752'TURN LEFT AND GO 0.25 MILE TO FORK AND SIGN READING TRIPP
 CZ1752'CANYON CCC SIDE CAMP.  TURN RIGHT AS PER THE SIGN, AND CONTINUE
 CZ1752'ON THE MAIN ROAD 5.5 MILES TO A ROAD LEFT.  KEEP STRAIGHT AHEAD
 CZ1752'1.2 MILES TO ROAD RIGHT.  KEEP STRAIGHT AHEAD 1.1 MILES TO
 CZ1752'ANOTHER ROAD TO THE RIGHT.  AGAIN KEEP STRAIGHT AHEAD AND FOLLOW
 CZ1752'THE MAIN ROAD 0.8 MILE TO FORKS JUST BEYOND A CATTLE GUARD.
 CZ1752'TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD 6.2 MILES
 CZ1752'TO A CATTLE GUARD AT THE ENTRANCE TO THE NATIONAL FOREST.
 CZ1752'THE AZIMUTH MARK IS SET IN THE CONCRETE FOUNDATION ON THE LEFT
 CZ1752'SIDE OF THE CATTLE GUARD.  CONTINUE ALONG THE WINDING ROAD INTO
 CZ1752'THE FOREST FOR 3.7 MILES TO A ROCK SHELTER AND PICNIC
 CZ1752'GROUNDS ON THE RIGHT.  THE STATION IS ON THE HIGHEST POINT
 CZ1752'TO RIGHT OF ROAD WHICH WAS VISIBLE ALL THE WAY UP THE CANYON.
 CZ1752'FROM HERE, PACK ACROSS CANYON AND N UP SLOPE OF RIDGE TO THE
 CZ1752'HIGHEST POINT AND THE STATION.  A PACK OF 45 MINUTES.
 CZ1752'
 CZ1752'THE STATION MARK IS A BRONZE STATION DISK, STAMPED DICK 1946,
 CZ1752'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CZ1752'ABOUT 1/2 INCH ABOVE THE GROUND.  IT IS LOCATED 32 FEET NW OF
 CZ1752'THE HIGHEST POINT OF THE HILL.
 CZ1752'
 CZ1752'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DICK NO
 CZ1752'1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1752'PROJECTS ABOUT 26 INCHES ABOVE THE GROUND.  IT IS LOCATED NE OF
 CZ1752'THE STATION AND ABOUT 1 FOOT LOWER.
 CZ1752'
 CZ1752'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DICK NO
 CZ1752'2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1752'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED SE
 CZ1752'OF THE STATION AND ABOUT 1/2 FOOT HIGHER.
 CZ1752'
 CZ1752'THE AZIMUTH MARK IS A STANDARD TRIANGULATION AND BENCH-MARK
 CZ1752'DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED H 12 4304 1939,
 CZ1752'AND SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF CATTLE
 CZ1752'GUARD AT THE ENTRANCE TO THE CROOK NATIONAL FOREST.  IT IS 8
 CZ1752'FEET ESE OF THE CENTER OF THE CATTLE GUARD AND 3.4 FEET NNE OF
 CZ1752'A 4- BY 4-INCH WHITE WITNESS POST ATTACHED TO THE FENCE LINE.
 CZ1752'IT IS NNE OF THE STATION.
 CZ1752
 CZ1752                          STATION RECOVERY (1972)
 CZ1752
 CZ1752'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EJL)
 CZ1752'GENERAL LOCATION SAME AS GIVEN.
 CZ1752'STATION MARK GOOD.
 CZ1752'
 CZ1752'REFERENCE MARKS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1454 ***********************************************************************
 DU1454  DESIGNATION -  DIKE
 DU1454  PID         -  DU1454
 DU1454  STATE/COUNTY-  AZ/PINAL
 DU1454  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1454
 DU1454                         *CURRENT SURVEY CONTROL
 DU1454  ___________________________________________________________________
 DU1454* NAD 83(2007)-  33 22 43.41755(N)    111 34 12.83615(W)     NO CHECK  
 DU1454* NAVD 88     -       480.041  (meters)    1574.93   (feet)  ADJUSTED  
 DU1454  ___________________________________________________________________
 DU1454  EPOCH DATE  -        2007.00
 DU1454  X           -  -1,960,211.867 (meters)                     COMP
 DU1454  Y           -  -4,958,455.035 (meters)                     COMP
 DU1454  Z           -   3,489,357.932 (meters)                     COMP
 DU1454  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DU1454  ELLIP HEIGHT-         450.413 (meters)          (02/10/07) NO CHECK
 DU1454  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1454  DYNAMIC HT  -         479.463 (meters)    1573.04  (feet)  COMP
 DU1454
 DU1454  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1454  Type    PID    Designation                      North   East  Ellip
 DU1454  -------------------------------------------------------------------
 DU1454  NETWORK DU1454 DIKE                              4.04   3.21   9.53
 DU1454  -------------------------------------------------------------------
 DU1454  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 DU1454
 DU1454  VERT ORDER  -  FIRST     CLASS I
 DU1454
 DU1454.The horizontal coordinates were established by GPS observations
 DU1454.and adjusted by the National Geodetic Survey in February 2007.
 DU1454
 DU1454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1454.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1454.No horizontal observational check was made to the station.
 DU1454.The horizontal coordinates are valid at the epoch date displayed above.
 DU1454.The epoch date for horizontal control is a decimal equivalence
 DU1454.of Year/Month/Day.
 DU1454
 DU1454.The orthometric height was determined by differential leveling
 DU1454.and adjusted in November 1993.
 DU1454.WARNING-GPS observations at this control monument resulted in a GPS
 DU1454.derived orthometric height which differed from the leveled height by
 DU1454.more than one decimeter (0.1 meter).
 DU1454
 DU1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1454
 DU1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1454
 DU1454.The ellipsoidal height was determined by GPS observations
 DU1454.and is referenced to NAD 83.
 DU1454
 DU1454.The geoid height was determined by GEOID03.
 DU1454
 DU1454.The dynamic height is computed by dividing the NAVD 88
 DU1454.geopotential number by the normal gravity value computed on the
 DU1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1454.degrees latitude (g = 980.6199 gals.).
 DU1454
 DU1454.The modeled gravity was interpolated from observed gravity values.
 DU1454
 DU1454;                    North         East     Units Scale Factor Converg.
 DU1454;SPC AZ C     -   263,804.757   245,593.237   MT  0.99991281   +0 11 26.2
 DU1454;SPC AZ C     -   865,501.17    805,752.09   iFT  0.99991281   +0 11 26.2
 DU1454;UTM  12      - 3,693,419.159   446,959.676   MT  0.99963468   -0 18 49.4
 DU1454
 DU1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1454!SPC AZ C     -   0.99992929  x   0.99991281  =   0.99984211
 DU1454!UTM  12      -   0.99992929  x   0.99963468  =   0.99956400
 DU1454
 DU1454|---------------------------------------------------------------------|
 DU1454| PID    Reference Object                     Distance      Geod. Az  |
 DU1454|                                                           dddmmss.s |
 DU1454| DU1455 DIKE RM 1                            12.302 METERS 09107     |
 DU1454| DU1453 DIKE RM 2                            12.562 METERS 26925     |
 DU1454| DU2109 DOUBLE 2                            APPROX. 8.8 KM 2980923.4 |
 DU1454|---------------------------------------------------------------------|
 DU1454
 DU1454                          SUPERSEDED SURVEY CONTROL
 DU1454
 DU1454  ELLIP H (06/11/02)  450.491  (m)                       GP(       ) 4 2
 DU1454  NAD 83(1992)-  33 22 43.41378(N)    111 34 12.83323(W) AD(       ) 2
 DU1454  ELLIP H (08/23/93)  450.550  (m)                       GP(       ) 4 2
 DU1454  NAD 83(1986)-  33 22 43.41052(N)    111 34 12.83567(W) AD(       ) 2
 DU1454  NAD 27      -  33 22 43.23298(N)    111 34 10.35621(W) AD(       ) 2
 DU1454  NGVD 29 (??/??/92)  480.243  (m)         1575.60   (f) ADJ UNCH    1 1
 DU1454
 DU1454.Superseded values are not recommended for survey control.
 DU1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1454.See file dsdata.txt to determine how the superseded data were derived.
 DU1454
 DU1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4696093419(NAD 83)
 DU1454_MARKER: DD = SURVEY DISK
 DU1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1454_SP_SET: CONCRETE POST
 DU1454_STAMPING: DIKE P M GS
 DU1454_MARK LOGO: AZHD  
 DU1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1454+STABILITY: SURFACE MOTION
 DU1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1454+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DU1454
 DU1454  HISTORY     - Date     Condition        Report By
 DU1454  HISTORY     - 1974     MONUMENTED       AZDT
 DU1454  HISTORY     - 1975     GOOD             AZDT
 DU1454  HISTORY     - 1984     GOOD             AZDT
 DU1454  HISTORY     - 1986     GOOD             AZDT
 DU1454  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1454  HISTORY     - 20060625 GOOD             GEOCAC
 DU1454
 DU1454                          STATION DESCRIPTION
 DU1454
 DU1454'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1454'THE STATION IS LOCATED 2.7 MILES WEST SOUTHWEST OF APACHE JCT. AND
 DU1454'2.5 MILES SOUTH OF U.S. 60, 80 AND 89.
 DU1454'
 DU1454'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DIKE P AND M
 DU1454'GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1454'FLUSH WITH THE GROUND.  THE STATION IS 1.8 FEET NORTH OF FENCE AND
 DU1454'15 FEET SOUTH OF TRAIL.
 DU1454'
 DU1454'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED DIKE
 DU1454'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1454'PROJECTING 0.4 FEET.  THE MARK IS 1.2 FEET NORTH OF AN EAST-WEST
 DU1454'FENCE AND 15 FEET SOUTH OF A TRAIL.
 DU1454'
 DU1454'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1454'DIKE RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1454'MONUMENT PROJECTING 0.4 FEET.  THE MARK IS 1.2 FEET NORTH OF AN
 DU1454'EAST-WEST FENCE AND 15 FEET SOUTH OF A TRAIL.
 DU1454'
 DU1454'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1454'STATE ROUTE 88 IN APACHE JCT., PROCEED WEST ON 60, 80 AND 89 FOR
 DU1454'0.9 MILES TO IRONWOOD ST.  TURN LEFT (SOUTH) ON IRONWOOD ST. FOR
 DU1454'1.5 MILES TO SOUTHERN AVE., CONTINUE 1 MILE SOUTH TO TRAIL WEST
 DU1454'ON NORTH SIDE OF A FENCE, CONTINUE WEST 0.1 MILE ON TRAIL.  TAKE
 DU1454'THE RIGHT FORK AVOIDING DEEP DITCH ON FENCE LINE.  CONTINUE 0.3
 DU1454'MILES ON MAIN TRAIL TO THE STATION.
 DU1454'
 DU1454'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1454
 DU1454                          STATION RECOVERY (1975)
 DU1454
 DU1454'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1454'6.8 MI SW FROM PALM SPRINGS.
 DU1454'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE WITH
 DU1454'IDAHO ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES TO A TRACK ROAD RIGHT
 DU1454'PARALLEL TO AN EAST WEST FENCE.  RIGHT, AND WEST FOR 0.4 MILES AND TO
 DU1454'THE STATION.  2.5 FT. NORTH OF A P AND M SURVEY SIGN AND A FENCE.  15
 DU1454'FT. SOUTH OF A TRACK ROAD.  250 FT. EAST OF A LARGE DRAIN.
 DU1454'SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM CAP,
 DU1454'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.2 FT.
 DU1454
 DU1454                          STATION RECOVERY (1984)
 DU1454
 DU1454'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1454'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1454'INTERSECTION OF U.S. 60 (APACHE TRAIL) AND IRONWOOD ROAD, GO SOUTH
 DU1454'ON IRONWOOD ROAD FOR 4.03 KM.  (2.5 MI.) TO BASELINE ROAD (DIRT
 DU1454'ROAD), TURN RIGHT (WEST) AND GO 0.64 KM.(0.4 MI) TO THE STATION,
 DU1454'ALONG THE SOUTH SIDE OF BASELINE ROAD.
 DU1454
 DU1454                          STATION RECOVERY (1986)
 DU1454
 DU1454'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1454'THE STATION WAS RECOVERED AT THIS DATE.
 DU1454'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1454'DESCRIPTION WAS NOT ADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 DU1454'
 DU1454'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60,80,89
 DU1454'AND STATE ROUTE 88 IN APACHE JUNCTION, GO WEST ON U.S. HIGHWAY
 DU1454'60,80,89 FOR 1.46 KM (0.9 MI) TO IRONWOOD STREET, TURN LEFT AND GO
 DU1454'SOUTH ON IRONWOOD STREET FOR 2.43 KM (1.5 MI) TO SOUTHERN AVENUE
 DU1454'AND CONTINUE SOUTH FOR 1.62 KM (1.0 MI) TO A 2 LANE GRADED DIRT
 DU1454'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON THE DIRT ROAD FOR
 DU1454'0.65 KM (0.4 MI) TO THE STATION ON THE LEFT (SOUTH) EDGE OF THE
 DU1454'ROAD.
 DU1454
 DU1454                          STATION RECOVERY (1999)
 DU1454
 DU1454'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1454'MARK NOT FOUND.
 DU1454
 DU1454                          STATION RECOVERY (2006)
 DU1454
 DU1454'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1454'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 DU1454'THE DESCRIPTION   BASELINE ROAD IS NOW PAVED, THE STATION IS 44 FEET
 DU1454'SOUTH OF THE CENTERLINE OF BASELINE ROAD, 99 FEET WEST FROM THE
 DU1454'CENTERLINE OF THE ENTRANCE TO LA CASA BLANCA, AND 1 FOOT WEST OF A
 DU1454'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0752 ***********************************************************************
 FQ0752  DESIGNATION -  DIKE
 FQ0752  PID         -  FQ0752
 FQ0752  STATE/COUNTY-  AZ/NAVAJO
 FQ0752  USGS QUAD   -  WINSLOW (1986)
 FQ0752
 FQ0752                         *CURRENT SURVEY CONTROL
 FQ0752  ___________________________________________________________________
 FQ0752* NAD 83(2007)-  35 00 33.83431(N)    110 42 12.42222(W)     ADJUSTED  
 FQ0752* NAVD 88     -      1498.9    (meters)    4918.     (feet)  GPS OBS   
 FQ0752  ___________________________________________________________________
 FQ0752  EPOCH DATE  -        2007.00
 FQ0752  X           -  -1,849,334.556 (meters)                     COMP
 FQ0752  Y           -  -4,893,230.634 (meters)                     COMP
 FQ0752  Z           -   3,639,567.053 (meters)                     COMP
 FQ0752  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FQ0752  ELLIP HEIGHT-        1474.767 (meters)          (02/10/07) ADJUSTED
 FQ0752  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0752
 FQ0752  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0752  Type    PID    Designation                      North   East  Ellip
 FQ0752  -------------------------------------------------------------------
 FQ0752  NETWORK FQ0752 DIKE                              0.98   0.96   2.00
 FQ0752  -------------------------------------------------------------------
 FQ0752
 FQ0752.The horizontal coordinates were established by GPS observations
 FQ0752.and adjusted by the National Geodetic Survey in February 2007.
 FQ0752
 FQ0752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0752.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0752.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0752.The epoch date for horizontal control is a decimal equivalence
 FQ0752.of Year/Month/Day.
 FQ0752
 FQ0752.The orthometric height was determined by GPS observations and a
 FQ0752.high-resolution geoid model.
 FQ0752
 FQ0752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0752
 FQ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0752
 FQ0752.The ellipsoidal height was determined by GPS observations
 FQ0752.and is referenced to NAD 83.
 FQ0752
 FQ0752.The geoid height was determined by GEOID03.
 FQ0752
 FQ0752;                    North         East     Units Scale Factor Converg.
 FQ0752;SPC AZ E     -   444,748.444   164,368.232   MT  0.99992957   -0 18 28.7
 FQ0752;SPC AZ E     - 1,459,148.44    539,265.85   iFT  0.99992957   -0 18 28.7
 FQ0752;UTM  12      - 3,874,125.487   527,057.569   MT  0.99960902   +0 10 12.5
 FQ0752
 FQ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0752!SPC AZ E     -   0.99976856  x   0.99992957  =   0.99969815
 FQ0752!UTM  12      -   0.99976856  x   0.99960902  =   0.99937767
 FQ0752
 FQ0752|---------------------------------------------------------------------|
 FQ0752| PID    Reference Object                     Distance      Geod. Az  |
 FQ0752|                                                           dddmmss.s |
 FQ0752| CD3353 DIKE RM 1                            11.159 METERS 01015     |
 FQ0752| FQ0102 SHELL 2                             APPROX. 5.9 KM 0940204.7 |
 FQ0752| CD3354 DIKE RM 2                            10.416 METERS 18942     |
 FQ0752|---------------------------------------------------------------------|
 FQ0752
 FQ0752                          SUPERSEDED SURVEY CONTROL
 FQ0752
 FQ0752  ELLIP H (08/22/01) 1474.788  (m)                       GP(       ) 4 1
 FQ0752  ELLIP H (12/16/97) 1474.831  (m)                       GP(       ) 4 1
 FQ0752  NAD 83(1992)-  35 00 33.83402(N)    110 42 12.42104(W) AD(       ) 2
 FQ0752  NAD 83(1986)-  35 00 33.82866(N)    110 42 12.42403(W) AD(       ) 2
 FQ0752  NAD 27      -  35 00 33.75037(N)    110 42 09.94044(W) AD(       ) 2
 FQ0752  NGVD 29 (07/19/86) 1498.4    (m)         4916.     (f) VERT ANG    3  
 FQ0752
 FQ0752.Superseded values are not recommended for survey control.
 FQ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0752.See file dsdata.txt to determine how the superseded data were derived.
 FQ0752
 FQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2705874125(NAD 83)
 FQ0752_MARKER: DD = SURVEY DISK
 FQ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0752_STAMPING: DIKE 1980
 FQ0752_MARK LOGO: AZDT  
 FQ0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0752+STABILITY: SURFACE MOTION
 FQ0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0752+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FQ0752
 FQ0752  HISTORY     - Date     Condition        Report By
 FQ0752  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0752  HISTORY     - 19970528 GOOD             NGS
 FQ0752  HISTORY     - 20030730 GOOD             USPSQD
 FQ0752
 FQ0752                          STATION DESCRIPTION
 FQ0752
 FQ0752'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0752'THE STATION IS LOCATED 1 AIRLINE MILE SOUTHWEST OF WINSLOW AND ALONG
 FQ0752'SR 87.
 FQ0752'
 FQ0752'THE STATION MARK IS A STANDARD AZDT DISK SET IN A ROUND CONCRETE POST
 FQ0752'STAMPED---DIKE 1980---SET FLUSH IN THE GROUND.  A WITNESS POST AND
 FQ0752'SIGN ARE 4.3 FT SW.
 FQ0752'
 FQ0752'UNDERGROUND MARK IS A STANDARD AZDT DISK SET IN CONCRETE 35 INCHES
 FQ0752'BELOW THE STATION MARK AND STAMPED ---DIKE---.
 FQ0752'
 FQ0752'REFERENCE MARK NO. 1 IS A STANDARD AZDT DISK SET IN CONCRETE 36.6 FT
 FQ0752'ENE OF THE STATION MARK AND STAMPED---DIKE RM 1 1980---.
 FQ0752'
 FQ0752'REFERENCE MARK NO. 2 IS A STANDARD AZDT DISK SET IN CONCRETE 34.2 FT
 FQ0752'WSW OF THE STATION MARK AND STAMPED---DIKE RM 2 1980---.
 FQ0752'
 FQ0752'AZIMUTH MARK WAS NOT SET.  STATION SHELL 2 MAY BE USED AS AZ MK.
 FQ0752'
 FQ0752'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR
 FQ0752'1.05 MILES TO THE TOP OF A DIKE AND THE STATION ON THE RIGHT.  THE
 FQ0752'STATION IS 28 FT WEST OF THE CENTERLINE OF SR 87.  A DRIVE STATION.
 FQ0752
 FQ0752                          STATION RECOVERY (1997)
 FQ0752
 FQ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .  THE
 FQ0752'STATION AND REFERENCE MARKS ARE RECOVERED IN GOOD CONDITION AS
 FQ0752'DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS LOCATED
 FQ0752'ABOUT 2 KM (1.25 MI) SOUTH FROM WINSLOW IN THE RIGHT OF WAY OF STATE
 FQ0752'HIGHWAY 87 AT MILEPOST 341.2.  TO REACH FROM THE POST OFFICE AT THE
 FQ0752'JUNCTION OF INTERSTATE 40 BUSINESS (US HIGHWAY 66, THIRD STREET) AND
 FQ0752'STATE HIGHWAY 87 (WILLIAMSON AVE) , GO SOUTH ON STATE HIGHWAY 87 FOR
 FQ0752'1.7 KM (1.05 MI) TO THE STATION ON RIGHT.  THE MARK IS A AZDT SURVEY
 FQ0752'DISK IN A 25 CM (10 IN) ROUND CONCRETE MONUMENT.  THE STATION IS
 FQ0752'LOCATED 0.3 KM (0.20 MI) NORTH FROM STATE HIGHWAY 99, 60 M (196.8 FT)
 FQ0752'NORTH FROM THE EAST STEEL GATEPOST ON THE DIKE WEST OF HIGHWAY 87, IN
 FQ0752'THE STEEP EMBANKMENT ON THE WEST SIDE OF THE HIGHWAY, 1.6 M (5.2 FT)
 FQ0752'WEST FROM THE CONCRETE CURB FACE, AND 1.4 M (4.6 FT) NORTHEAST FROM A
 FQ0752'METAL AZDT WITNESS POST.  THE STATION PROJECTS ABOUT 5 CM (2 IN) AND
 FQ0752'IS ABOUT 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY.
 FQ0752
 FQ0752                          STATION RECOVERY (2003)
 FQ0752
 FQ0752'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0752'RM1 AND RM2 ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1455 ***********************************************************************
 DU1455  DESIGNATION -  DIKE RM 1
 DU1455  PID         -  DU1455
 DU1455  STATE/COUNTY-  AZ/PINAL
 DU1455  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1455
 DU1455                         *CURRENT SURVEY CONTROL
 DU1455  ___________________________________________________________________
 DU1455* NAD 83(1986)-  33 22 36.     (N)    111 34 14.     (W)     SCALED    
 DU1455* NAVD 88     -       480.065  (meters)    1575.01   (feet)  ADJUSTED  
 DU1455  ___________________________________________________________________
 DU1455  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1455  DYNAMIC HT  -         479.489 (meters)    1573.12  (feet)  COMP
 DU1455  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 DU1455
 DU1455  VERT ORDER  -  FIRST     CLASS I
 DU1455
 DU1455.The horizontal coordinates were scaled from a topographic map and have
 DU1455.an estimated accuracy of +/- 6 seconds.
 DU1455
 DU1455.The orthometric height was determined by differential leveling
 DU1455.and adjusted in November 1993.
 DU1455
 DU1455.The geoid height was determined by GEOID03.
 DU1455
 DU1455.The dynamic height is computed by dividing the NAVD 88
 DU1455.geopotential number by the normal gravity value computed on the
 DU1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1455.degrees latitude (g = 980.6199 gals.).
 DU1455
 DU1455.The modeled gravity was interpolated from observed gravity values.
 DU1455
 DU1455;                    North         East    Units  Estimated Accuracy
 DU1455;SPC AZ C     -   263,580.      245,560.      MT  (+/- 180 meters Scaled)
 DU1455
 DU1455                          SUPERSEDED SURVEY CONTROL
 DU1455
 DU1455.No superseded survey control is available for this station.
 DU1455
 DU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB469931(NAD 83)
 DU1455_MARKER: DD = SURVEY DISK
 DU1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1455_STAMPING: DIKE RM 1
 DU1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1455+STABILITY: SURFACE MOTION
 DU1455
 DU1455  HISTORY     - Date     Condition        Report By
 DU1455  HISTORY     - 1974     MONUMENTED       AZDT
 DU1455  HISTORY     - 1975     GOOD             AZDT
 DU1455  HISTORY     - 1975     GOOD             AZDT
 DU1455  HISTORY     - 1984     GOOD             AZDT
 DU1455  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1455  HISTORY     - 20060625 POOR             GEOCAC
 DU1455
 DU1455                          STATION DESCRIPTION
 DU1455
 DU1455'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1455'6.8 MI SW FROM PALM SPRINGS.
 DU1455'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1455'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES TO A TRACK ROAD PARALLEL WITH
 DU1455'A FENCE TO THE RIGHT.  RIGHT, WEST FOR 0.4 MILES AND TO THE STATION.
 DU1455'ABOUT 42 FT. EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN. 15
 DU1455'FT. SOUTH OF A TRACK ROAD.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1455'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1455'POST, UP 0.3 FT.
 DU1455
 DU1455                          STATION RECOVERY (1975)
 DU1455
 DU1455'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1455'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1455'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES TO A TRACK ROAD PARALLEL WITH
 DU1455'A FENCE TO THE RIGHT.  RIGHT, WEST FOR 0.4 MILES AND TO THE STATION.
 DU1455'ABOUT 42 FT. EAST OF THE MAIN STATION AND A P AND M SURVEY SIGN. 15
 DU1455'FT. SOUTH OF A TRACK ROAD.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1455'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1455'POST, UP 0.3 FT.
 DU1455
 DU1455                          STATION RECOVERY (1984)
 DU1455
 DU1455'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1455'RECOVERED IN GOOD CONDITION.
 DU1455
 DU1455                          STATION RECOVERY (1999)
 DU1455
 DU1455'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1455'MARK NOT FOUND.
 DU1455
 DU1455                          STATION RECOVERY (2006)
 DU1455
 DU1455'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1455'RECOVERED IN POOR CONDITION   THE CONCRETE MONUMENT HAS BEEN KNOCKED
 DU1455'AT AN ANGLE BY A GRADER. HANDHELD COORDINATES ARE
 DU1455'33 22 43.50 (N)   111 34 12.42 (W) (NAD 83).
 DU1455' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1453 ***********************************************************************
 DU1453  DESIGNATION -  DIKE RM 2
 DU1453  PID         -  DU1453
 DU1453  STATE/COUNTY-  AZ/PINAL
 DU1453  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1453
 DU1453                         *CURRENT SURVEY CONTROL
 DU1453  ___________________________________________________________________
 DU1453* NAD 83(1986)-  33 22 36.     (N)    111 34 14.     (W)     SCALED    
 DU1453* NAVD 88     -       479.978  (meters)    1574.73   (feet)  ADJUSTED  
 DU1453  ___________________________________________________________________
 DU1453  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1453  DYNAMIC HT  -         479.402 (meters)    1572.84  (feet)  COMP
 DU1453  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 DU1453
 DU1453  VERT ORDER  -  FIRST     CLASS I
 DU1453
 DU1453.The horizontal coordinates were scaled from a topographic map and have
 DU1453.an estimated accuracy of +/- 6 seconds.
 DU1453
 DU1453.The orthometric height was determined by differential leveling
 DU1453.and adjusted in November 1993.
 DU1453
 DU1453.The geoid height was determined by GEOID03.
 DU1453
 DU1453.The dynamic height is computed by dividing the NAVD 88
 DU1453.geopotential number by the normal gravity value computed on the
 DU1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1453.degrees latitude (g = 980.6199 gals.).
 DU1453
 DU1453.The modeled gravity was interpolated from observed gravity values.
 DU1453
 DU1453;                    North         East    Units  Estimated Accuracy
 DU1453;SPC AZ C     -   263,580.      245,560.      MT  (+/- 180 meters Scaled)
 DU1453
 DU1453                          SUPERSEDED SURVEY CONTROL
 DU1453
 DU1453  NGVD 29 (??/??/92)  480.185  (m)         1575.41   (f) ADJ UNCH    1 1
 DU1453
 DU1453.Superseded values are not recommended for survey control.
 DU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1453.See file dsdata.txt to determine how the superseded data were derived.
 DU1453
 DU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB469931(NAD 83)
 DU1453_MARKER: DD = SURVEY DISK
 DU1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1453_STAMPING: DIKE RM 2
 DU1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1453+STABILITY: SURFACE MOTION
 DU1453
 DU1453  HISTORY     - Date     Condition        Report By
 DU1453  HISTORY     - 1974     MONUMENTED       AZDT
 DU1453  HISTORY     - 1975     GOOD             AZDT
 DU1453  HISTORY     - 1975     GOOD             AZDT
 DU1453  HISTORY     - 1984     GOOD             AZDT
 DU1453  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1453  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 DU1453
 DU1453                          STATION DESCRIPTION
 DU1453
 DU1453'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1453'6.8 MI SW FROM PALM SPRINGS.
 DU1453'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1453'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES, AND TO A TRACK ROAD AND A
 DU1453'FENCE RIGHT AND WEST.  WEST ON THE TRACK ROAD FOR 0.4 MILES AND TO THE
 DU1453'STATION.  ABOUT 42 FT. WEST OF THE MAIN STATION AND A P AND M SURVEY
 DU1453'SIGN.  1.5 FT. NORTH THE FENCE LINE.  SUPERSTITION FREEWAY, SOUTH OF
 DU1453'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL
 DU1453'CONCRETE POST, UP 0.5 FT.
 DU1453
 DU1453                          STATION RECOVERY (1975)
 DU1453
 DU1453'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1453'FROM THE INTERSECTION OF THE SUPERSTITION FREEWAY CENTERLINE AND IDAHO
 DU1453'ROAD, SOUTH ON IDAHO ROAD FOR 0.5 MILES, AND TO A TRACK ROAD AND A
 DU1453'FENCE RIGHT AND WEST.  WEST ON THE TRACK ROAD FOR 0.4 MILES AND TO THE
 DU1453'STATION.  ABOUT 42 FT. WEST OF THE MAIN STATION AND A P AND M SURVEY
 DU1453'SIGN.  1.5 FT. NORTH THE FENCE LINE.  SUPERSTITION FREEWAY, SOUTH OF
 DU1453'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL
 DU1453'CONCRETE POST, UP 0.5 FT.
 DU1453
 DU1453                          STATION RECOVERY (1984)
 DU1453
 DU1453'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1453'RECOVERED IN GOOD CONDITION.
 DU1453
 DU1453                          STATION RECOVERY (1999)
 DU1453
 DU1453'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1453'MARK NOT FOUND.
 DU1453
 DU1453                          STATION RECOVERY (2006)
 DU1453
 DU1453'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1453'THE AREA OF THE ROAD WAS GRADED WITHIN 1 FOOT OF THE FENCE AND MAY
 DU1453'HAVE PULLED OUT THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0899 ***********************************************************************
 FQ0899  DESIGNATION -  DILKON
 FQ0899  PID         -  FQ0899
 FQ0899  STATE/COUNTY-  AZ/NAVAJO
 FQ0899  USGS QUAD   -  SHONTO BUTTE (1967)
 FQ0899
 FQ0899                         *CURRENT SURVEY CONTROL
 FQ0899  ___________________________________________________________________
 FQ0899* NAD 83(1992)-  35 25 19.46015(N)    110 23 56.66173(W)     ADJUSTED  
 FQ0899* NAVD 88     -      2047.2    (meters)    6717.     (feet)  VERTCON   
 FQ0899  ___________________________________________________________________
 FQ0899  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 FQ0899  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FQ0899  HORZ ORDER  -  THIRD
 FQ0899
 FQ0899.The horizontal coordinates were established by classical geodetic methods
 FQ0899.and adjusted by the National Geodetic Survey in August 1993.
 FQ0899
 FQ0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0899
 FQ0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0899
 FQ0899.The geoid height was determined by GEOID03.
 FQ0899
 FQ0899;                    North         East     Units Scale Factor Converg.
 FQ0899;SPC AZ E     -   490,420.915   192,255.687   MT  0.99990549   -0 08 04.9
 FQ0899;SPC AZ E     - 1,608,992.50    630,760.13   iFT  0.99990549   -0 08 04.9
 FQ0899;UTM  12      - 3,920,016.721   554,552.878   MT  0.99963667   +0 20 53.9
 FQ0899
 FQ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0899!SPC AZ E     -   0.99968237  x   0.99990549  =   0.99958789
 FQ0899!UTM  12      -   0.99968237  x   0.99963667  =   0.99931916
 FQ0899
 FQ0899|---------------------------------------------------------------------|
 FQ0899| PID    Reference Object                     Distance      Geod. Az  |
 FQ0899|                                                           dddmmss.s |
 FQ0899| CR9962 DILKON RM 1                          23.345 METERS 03158     |
 FQ0899| FQ0921 TEES TO                             APPROX.12.0 KM 0381328.1 |
 FQ0899| CR9963 DILKON RM 2                           8.019 METERS 14839     |
 FQ0899|---------------------------------------------------------------------|
 FQ0899
 FQ0899                          SUPERSEDED SURVEY CONTROL
 FQ0899
 FQ0899  NAD 83(1986)-  35 25 19.45795(N)    110 23 56.66434(W) AD(       ) 3
 FQ0899  NGVD 29 (02/23/90) 2046.3    (m)         6714.     (f) VERT ANG    3  
 FQ0899
 FQ0899.Superseded values are not recommended for survey control.
 FQ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0899.See file dsdata.txt to determine how the superseded data were derived.
 FQ0899
 FQ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5455320017(NAD 83)
 FQ0899_MARKER: DS = TRIANGULATION STATION DISK
 FQ0899_SETTING: 80 = SET IN A BOULDER
 FQ0899_SP_SET: PARTIALLY EXPOSED BOULDER
 FQ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0899+STABILITY: SURFACE MOTION
 FQ0899
 FQ0899  HISTORY     - Date     Condition        Report By
 FQ0899  HISTORY     - 1966     MONUMENTED       USGS
 FQ0899
 FQ0899                          STATION DESCRIPTION
 FQ0899
 FQ0899'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0899'LOCATED ABOUT 32 MI NE. OF WINSLOW, ABOUT 5 MI NW. OF DILKON
 FQ0899'TRADING POST.  ON HIGHEST PART OF WEST END OF LARGE FLAT MESA.
 FQ0899'
 FQ0899'STATION REACHED BY HELICOPTER.
 FQ0899'
 FQ0899'STATION MARK--STANDARD TABLET STAMPED---DILKON 1966---, CEMENTED IN
 FQ0899'DRILL HOLE ON TOP OF EXPOSED BOULDER.
 FQ0899'
 FQ0899'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0899'HOLE ON TOP OF BOULDER.
 FQ0899'
 FQ0899'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0899'HOLE ON TOP OF BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1568 ***********************************************************************
 DA1568  DESIGNATION -  DIM
 DA1568  PID         -  DA1568
 DA1568  STATE/COUNTY-  AZ/MARICOPA
 DA1568  USGS QUAD   -  DEADMAN GAP (1986)
 DA1568
 DA1568                         *CURRENT SURVEY CONTROL
 DA1568  ___________________________________________________________________
 DA1568* NAD 83(1992)-  32 32 21.59894(N)    112 45 47.38715(W)     ADJUSTED  
 DA1568* NAVD 88     -       459.4    (meters)    1507.     (feet)  VERTCON   
 DA1568  ___________________________________________________________________
 DA1568  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DA1568  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA1568  HORZ ORDER  -  SECOND
 DA1568
 DA1568.The horizontal coordinates were established by classical geodetic methods
 DA1568.and adjusted by the National Geodetic Survey in August 1993.
 DA1568
 DA1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1568
 DA1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1568
 DA1568.The geoid height was determined by GEOID03.
 DA1568
 DA1568;                    North         East     Units Scale Factor Converg.
 DA1568;SPC AZ C     -   170,984.449   133,850.375   MT  0.99997793   -0 27 19.2
 DA1568;SPC AZ C     -   560,972.60    439,141.65   iFT  0.99997793   -0 27 19.2
 DA1568;UTM  12      - 3,601,589.768   334,430.955   MT  0.99993804   -0 56 54.9
 DA1568
 DA1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1568!SPC AZ C     -   0.99993280  x   0.99997793  =   0.99991074
 DA1568!UTM  12      -   0.99993280  x   0.99993804  =   0.99987085
 DA1568
 DA1568|---------------------------------------------------------------------|
 DA1568| PID    Reference Object                     Distance      Geod. Az  |
 DA1568|                                                           dddmmss.s |
 DA1568| CH5072 DIM RM 1                             10.304 METERS 00915     |
 DA1568| CH5071 DIM AZ MK                                          0222434.5 |
 DA1568| CH5073 DIM RM 2                             11.164 METERS 14103     |
 DA1568| DA1297 PAPAGO                              APPROX. 8.2 KM 1645002.9 |
 DA1568|---------------------------------------------------------------------|
 DA1568
 DA1568                          SUPERSEDED SURVEY CONTROL
 DA1568
 DA1568  NAD 83(1986)-  32 32 21.58436(N)    112 45 47.39160(W) AD(       ) 2
 DA1568  NAD 27      -  32 32 21.38400(N)    112 45 44.84500(W) AD(       ) 2
 DA1568  NGVD 29 (06/20/88)  458.7    (m)         1505.     (f) VERT ANG    3  
 DA1568
 DA1568.Superseded values are not recommended for survey control.
 DA1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1568.See file dsdata.txt to determine how the superseded data were derived.
 DA1568
 DA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3443101590(NAD 83)
 DA1568_MARKER: DS = TRIANGULATION STATION DISK
 DA1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1568
 DA1568  HISTORY     - Date     Condition        Report By
 DA1568  HISTORY     - 1936     MONUMENTED       CGS
 DA1568  HISTORY     - 1948     GOOD             USGS
 DA1568
 DA1568                          STATION DESCRIPTION
 DA1568
 DA1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1568'ON THE WEST BOUNDARY LINE AND ON THE FLAT DESERT ABOUT 7 MILES
 DA1568'SOUTHERLY FROM HAT MOUNTAIN, AND ABOUT 14 MILES NORTH-NORTHEAST
 DA1568'FROM AJO.  MARKED BY STANDARD BRONZE DISKS.
 DA1568'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1568'REFERENCE DISK, IS 10.304 METERS (33.81 FEET) FROM
 DA1568'STATION N 09 DEG 15 MIN E.  REFERENCE MARK NO. 2, A
 DA1568'STANDARD BRONZE REFERENCE DISK, IS 11.164 METERS
 DA1568'(36.63 FEET) FROM STATION S 38 DEG 57 MIN E.  THE
 DA1568'AZIMUTH MARK, A STANDARD BRONZE DISK, IS 0.15 MILE
 DA1568'FROM STATION N 22 DEG 24 MIN E.
 DA1568
 DA1568                          STATION RECOVERY (1948)
 DA1568
 DA1568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1568'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.  TO REACH
 DA1568'FOLLOWS.
 DA1568'
 DA1568'TO REACH FROM GILA BEND ON AJO HWY., GO 27.1 MI S.  GO 1.5 MI E.
 DA1568'ON DIRT RD.  THENCE 1.8 MI S.  CROSS TC+G RR. 1.5 MI E. TO RD.
 DA1568'FORKS.  TAKE RIGHT FORK 4.2 MI E. TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0248 ***********************************************************************
 GO0248  DESIGNATION -  DINNE
 GO0248  PID         -  GO0248
 GO0248  STATE/COUNTY-  AZ/APACHE
 GO0248  USGS QUAD   -  TOH ATIN MESA WEST (1982)
 GO0248
 GO0248                         *CURRENT SURVEY CONTROL
 GO0248  ___________________________________________________________________
 GO0248* NAD 83(1992)-  36 55 01.17134(N)    109 26 39.50030(W)     ADJUSTED  
 GO0248* NAVD 88     -      1981.0    (meters)    6499.     (feet)  VERTCON   
 GO0248  ___________________________________________________________________
 GO0248  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 GO0248  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 GO0248  HORZ ORDER  -  THIRD
 GO0248
 GO0248.The horizontal coordinates were established by classical geodetic methods
 GO0248.and adjusted by the National Geodetic Survey in November 1997.
 GO0248
 GO0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0248
 GO0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0248
 GO0248.The geoid height was determined by GEOID03.
 GO0248
 GO0248;                    North         East     Units Scale Factor Converg.
 GO0248;SPC AZ E     -   656,502.766   277,722.433   MT  0.99995102   +0 26 02.1
 GO0248;SPC AZ E     - 2,153,880.47    911,162.84   iFT  0.99995102   +0 26 02.1
 GO0248;UTM  12      - 4,086,794.262   638,574.675   MT  0.99983657   +0 56 04.5
 GO0248
 GO0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0248!SPC AZ E     -   0.99969245  x   0.99995102  =   0.99964349
 GO0248!UTM  12      -   0.99969245  x   0.99983657  =   0.99952907
 GO0248
 GO0248:                Primary Azimuth Mark                     Grid Az
 GO0248:SPC AZ E     -  WALKER RESET                             193 34 05.1
 GO0248:UTM  12      -  WALKER RESET                             193 04 02.7
 GO0248
 GO0248|---------------------------------------------------------------------|
 GO0248| PID    Reference Object                     Distance      Geod. Az  |
 GO0248|                                                           dddmmss.s |
 GO0248| GO0280 WALKER RESET                        APPROX.16.8 KM 1940007.2 |
 GO0248|---------------------------------------------------------------------|
 GO0248
 GO0248                          SUPERSEDED SURVEY CONTROL
 GO0248
 GO0248  NAD 83(1992)-  36 55 01.17124(N)    109 26 39.50370(W) AD(       ) 3
 GO0248  NAD 83(1992)-  36 55 01.16972(N)    109 26 39.50435(W) AD(       ) 3
 GO0248  NAD 83(1986)-  36 55 01.16820(N)    109 26 39.50389(W) AD(       ) 3
 GO0248  NGVD 29 (08/22/88) 1980.0    (m)         6496.     (f) VERT ANG    3  
 GO0248
 GO0248.Superseded values are not recommended for survey control.
 GO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0248.See file dsdata.txt to determine how the superseded data were derived.
 GO0248
 GO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3857586794(NAD 83)
 GO0248_MARKER: DS = TRIANGULATION STATION DISK
 GO0248_SETTING: 80 = SET IN A BOULDER
 GO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0248+STABILITY: SURFACE MOTION
 GO0248
 GO0248  HISTORY     - Date     Condition        Report By
 GO0248  HISTORY     - 1949     MONUMENTED       USGS
 GO0248  HISTORY     - 1968     GOOD             USGS
 GO0248
 GO0248                          STATION DESCRIPTION
 GO0248
 GO0248'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0248'LOCATED ABOUT 7 MI SW. OF RED MESA TRADING POST.  6 MI N. OF
 GO0248'SWEETWATER TRADING POST.  ON NORTHWEST END OF BROKEN PROMINENT
 GO0248'RIDGE.
 GO0248'
 GO0248'TO REACH FROM TES NOS PAS, TURN RIGHT 21 MI NW. TOWARDS MEXICAN
 GO0248'WATER.  TURN LEFT 0.2 MI S. TO WATERING TANK, CONTINUE 2.3 MI S.
 GO0248'ALONG ERODED RD. TO RD. FORKS.  TURN LEFT 0.4 MI SW. TO RD. FORKS
 GO0248'(HOGAN 15 FT TO W.).  CROSS SMALL DRAW AND UP STEEP GRADE 0.5 MI
 GO0248'SW. TO DIM FORKS.  TURN RIGHT 1.4 MI SW. UP ERODED MINING RD. TO
 GO0248'END OF RD.  CLIMB 0.2 MI W. UP DRAW TO TOP, THEN ALONG RIM 0.3 MI
 GO0248'NW. TO NORTHWEST END OF RIDGE AND STATION.
 GO0248'
 GO0248'STATION MARK--STANDARD TABLET STAMPED---DINNE 1949---, CEMENTED IN
 GO0248'ROCK.
 GO0248'
 GO0248'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN ROCK, 1 FT
 GO0248'LOWER THAN STATION MARK.
 GO0248'
 GO0248'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN ROCK.
 GO0248
 GO0248                          STATION RECOVERY (1968)
 GO0248
 GO0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0248'RECOVERED AS DESCRIBED BY USGS IN 1949.  STATION REACHED BY
 GO0248'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0834 ***********************************************************************
 FQ0834  DESIGNATION -  DINNE
 FQ0834  PID         -  FQ0834
 FQ0834  STATE/COUNTY-  AZ/COCONINO
 FQ0834  USGS QUAD   -  WHITE WATER TANK (1969)
 FQ0834
 FQ0834                         *CURRENT SURVEY CONTROL
 FQ0834  ___________________________________________________________________
 FQ0834* NAD 83(1986)-  35 34 14.     (N)    111 06 30.     (W)     SCALED    
 FQ0834* NAVD 88     -      1509.506  (meters)    4952.44   (feet)  POSTED    
 FQ0834  ___________________________________________________________________
 FQ0834  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0834  DYNAMIC HT  -        1507.570 (meters)    4946.09  (feet)  COMP
 FQ0834  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 FQ0834
 FQ0834  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0834
 FQ0834.The horizontal coordinates were scaled from a topographic map and have
 FQ0834.an estimated accuracy of +/- 6 seconds.
 FQ0834
 FQ0834.The orthometric height was determined by differential leveling
 FQ0834.and adjusted by the  in 1992.
 FQ0834.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0834.rate of 0.0 thru 1.0 mm/km.
 FQ0834
 FQ0834.The geoid height was determined by GEOID03.
 FQ0834
 FQ0834.The dynamic height is computed by dividing the NAVD 88
 FQ0834.geopotential number by the normal gravity value computed on the
 FQ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0834.degrees latitude (g = 980.6199 gals.).
 FQ0834
 FQ0834.The modeled gravity was interpolated from observed gravity values.
 FQ0834
 FQ0834;                    North         East    Units  Estimated Accuracy
 FQ0834;SPC AZ C     -   507,170.      286,630.      MT  (+/- 180 meters Scaled)
 FQ0834
 FQ0834                          SUPERSEDED SURVEY CONTROL
 FQ0834
 FQ0834.No superseded survey control is available for this station.
 FQ0834
 FQ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE901363(NAD 83)
 FQ0834_MARKER: DS = TRIANGULATION STATION DISK
 FQ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0834_SP_SET: SQUARE CONCRETE MONUMENT
 FQ0834_STAMPING: DINNE 1955
 FQ0834_MARK LOGO: USGS  
 FQ0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0834+STABILITY: SURFACE MOTION
 FQ0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0834+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1968
 FQ0834
 FQ0834  HISTORY     - Date     Condition        Report By
 FQ0834  HISTORY     - 1955     MONUMENTED       USGS
 FQ0834  HISTORY     - 19680530 GOOD             USGS
 FQ0834
 FQ0834                          STATION DESCRIPTION
 FQ0834
 FQ0834'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0834'FROM THE SUNRISE TRADING POST LOCATED 2 MILES NORTHEAST OF LEUPP
 FQ0834'ARIZONA, PROCEED 14.7 MILES NORTHEAST ALONG THE ORAIBI ROAD, THENCE
 FQ0834'4.4 MILES NORTHWEST ALONG A DIRT ROAD TO A Y-ROAD JUNCTION, THENCE
 FQ0834'1.5 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A Y-ROAD,
 FQ0834'THENCE 7.7 MILES NORTHWEST ALONG THE LEFT FORK OF THE ROAD TO A
 FQ0834'Y-ROAD JUNCTION SOUTH OF A CHURCH, THENCE 0.5 MILES WEST, THENCE 0.2
 FQ0834'MILES SOUTHWEST ALONG A DIRT ROAD, 20 FEET SOUTH OF THE CENTER OF THE
 FQ0834'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1076 ***********************************************************************
 CZ1076  DESIGNATION -  DIP
 CZ1076  PID         -  CZ1076
 CZ1076  STATE/COUNTY-  AZ/PINAL
 CZ1076  USGS QUAD   -  ELOY NORTH (1992)
 CZ1076
 CZ1076                         *CURRENT SURVEY CONTROL
 CZ1076  ___________________________________________________________________
 CZ1076* NAD 83(1992)-  32 50 08.72158(N)    111 30 56.01811(W)     ADJUSTED  
 CZ1076* NAVD 88     -       459.91   (+/-2cm)    1508.9    (feet)  VERTCON   
 CZ1076  ___________________________________________________________________
 CZ1076  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 CZ1076  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ1076  HORZ ORDER  -  SECOND
 CZ1076  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1076
 CZ1076.The horizontal coordinates were established by classical geodetic methods
 CZ1076.and adjusted by the National Geodetic Survey in August 1993.
 CZ1076
 CZ1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1076.The vertical order pertains to the NGVD 29 superseded value.
 CZ1076
 CZ1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1076
 CZ1076.The geoid height was determined by GEOID03.
 CZ1076
 CZ1076;                    North         East     Units Scale Factor Converg.
 CZ1076;SPC AZ C     -   203,609.482   250,910.322   MT  0.99991738   +0 13 03.0
 CZ1076;SPC AZ C     -   668,010.11    823,196.59   iFT  0.99991738   +0 13 03.0
 CZ1076;UTM  12      - 3,633,196.791   451,749.172   MT  0.99962871   -0 16 46.4
 CZ1076
 CZ1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1076!SPC AZ C     -   0.99993249  x   0.99991738  =   0.99984988
 CZ1076!UTM  12      -   0.99993249  x   0.99962871  =   0.99956123
 CZ1076
 CZ1076|---------------------------------------------------------------------|
 CZ1076| PID    Reference Object                     Distance      Geod. Az  |
 CZ1076|                                                           dddmmss.s |
 CZ1076| CH5075 DIP RM 3 AZIMUTH                                   00359     |
 CZ1076| CH5074 DIP RM 1                             15.401 METERS 19430     |
 CZ1076| CZ1075 DIP RM 2                             20.893 METERS 27701     |
 CZ1076|---------------------------------------------------------------------|
 CZ1076
 CZ1076                          SUPERSEDED SURVEY CONTROL
 CZ1076
 CZ1076  NAD 83(1986)-  32 50 08.71504(N)    111 30 56.01984(W) AD(       ) 2
 CZ1076  NAD 27      -  32 50 08.49000(N)    111 30 53.58400(W) AD(       ) 2
 CZ1076  NGVD 29 (??/??/92)  459.404  (m)         1507.23   (f) ADJ UNCH    1 2
 CZ1076
 CZ1076.Superseded values are not recommended for survey control.
 CZ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1076.See file dsdata.txt to determine how the superseded data were derived.
 CZ1076
 CZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5174933197(NAD 83)
 CZ1076_MARKER: DS = TRIANGULATION STATION DISK
 CZ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1076_STAMPING: DIP 1935
 CZ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1076+STABILITY: SURFACE MOTION
 CZ1076
 CZ1076  HISTORY     - Date     Condition        Report By
 CZ1076  HISTORY     - 1935     MONUMENTED       CGS
 CZ1076  HISTORY     - 1949     GOOD             NGS
 CZ1076  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1076  HISTORY     - 1965     MARK NOT FOUND   USGS
 CZ1076  HISTORY     - 1968     MARK NOT FOUND   NGS
 CZ1076  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 CZ1076
 CZ1076                          STATION DESCRIPTION
 CZ1076
 CZ1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1076'ON THE WEST SIDE OF STATE HIGHWAY NO. 87, 5-1/2 MILES SOUTH
 CZ1076'OF RANDOLPH, AND 9-1/2 MILES SOUTH OF COOLIDGE.  STATION IS
 CZ1076'50 FEET FROM ROAD AND 30 FEET SOUTH OF A SMALL LEVEE.  MARKED
 CZ1076'BY STANDARD BRONZE DISKS.
 CZ1076'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ1076'IS 15.401 METERS (50.53 FEET) FROM STATION
 CZ1076'S 14 DEG 30 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1076'REFERENCE DISK IS 20.893 METERS (68.55 FEET) FROM
 CZ1076'STATION N 82 DEG 59 MIN W.  AZIMUTH MARK (REFERENCE
 CZ1076'MARK NO. 3, A STANDARD BRONZE DISK IS ONE-FOURTH
 CZ1076'MILE FROM STATION N 03 DEG 59 MIN E.
 CZ1076
 CZ1076                          STATION RECOVERY (1949)
 CZ1076
 CZ1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CZ1076'8.1 MI N FROM PICACHO.
 CZ1076'7.7 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1076'STATION AT PICACHO, THENCE 0.4 MILE NORTHWEST OF MILEPOST 972.  5 1/2
 CZ1076'MILES SOUTH OF RANDOLPH, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CZ1076'CROSSROAD INTERSECTION OF STATE HIGHWAY 87 AND E. CORNMAN ROAD, 72
 CZ1076'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTH OF THE
 CZ1076'CENTER LINE OF THE E. CORNMAN ROAD, ABOUT LEVEL WITH THE SURFACE OF
 CZ1076'THE HIGHWAY, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  SET IN
 CZ1076'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CZ1076
 CZ1076                          STATION RECOVERY (1963)
 CZ1076
 CZ1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1076'THIS MARK WAS LOOKED FOR AND NOT FOUND.  THERE IS NO DOUBT THAT
 CZ1076'IT WAS DESTROYED BY ROAD CONSTRUCTION.
 CZ1076
 CZ1076                          STATION RECOVERY (1965)
 CZ1076
 CZ1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CZ1076'R.M. 2 WAS FOUND PULLED OUT OF GROUND BY FARMING MACHINERY.
 CZ1076
 CZ1076                          STATION RECOVERY (1968)
 CZ1076
 CZ1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ1076'MARK NOT FOUND.
 CZ1076
 CZ1076                          STATION RECOVERY (2007)
 CZ1076
 CZ1076'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1076'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1076'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0864 ***********************************************************************
 DV0864  DESIGNATION -  DISH
 DV0864  PID         -  DV0864
 DV0864  STATE/COUNTY-  AZ/MARICOPA
 DV0864  USGS QUAD   -  WINTERSBURG (1984)
 DV0864
 DV0864                         *CURRENT SURVEY CONTROL
 DV0864  ___________________________________________________________________
 DV0864* NAD 83(1992)-  33 27 57.02181(N)    112 49 28.56826(W)     ADJUSTED  
 DV0864* NAVD 88     -       331.97   (+/-2cm)    1089.1    (feet)  VERTCON   
 DV0864  ___________________________________________________________________
 DV0864  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DV0864  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DV0864  HORZ ORDER  -  SECOND
 DV0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0864
 DV0864.The horizontal coordinates were established by classical geodetic methods
 DV0864.and adjusted by the National Geodetic Survey in August 1993.
 DV0864
 DV0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0864.The vertical order pertains to the NGVD 29 superseded value.
 DV0864
 DV0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0864
 DV0864.The geoid height was determined by GEOID03.
 DV0864
 DV0864;                    North         East     Units Scale Factor Converg.
 DV0864;SPC AZ C     -   273,780.726   128,966.233   MT  0.99998778   -0 30 02.5
 DV0864;SPC AZ C     -   898,230.73    423,117.56   iFT  0.99998778   -0 30 02.5
 DV0864;UTM  12      - 3,704,420.955   330,443.273   MT  0.99995445   -1 00 23.0
 DV0864
 DV0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0864!SPC AZ C     -   0.99995273  x   0.99998778  =   0.99994051
 DV0864!UTM  12      -   0.99995273  x   0.99995445  =   0.99990718
 DV0864
 DV0864|---------------------------------------------------------------------|
 DV0864| PID    Reference Object                     Distance      Geod. Az  |
 DV0864|                                                           dddmmss.s |
 DV0864| DV0863 DISH RM 1                            21.531 METERS 04510     |
 DV0864| DV2137 LOS ANGELES PHOENIX AWY BCN 33      APPROX.20.9 KM 0945039.4 |
 DV0864| DV0865 DISH RM 2                            22.180 METERS 15508     |
 DV0864| CH5076 T2N R6W SECS 25 26 35 36                           3315949.8 |
 DV0864|---------------------------------------------------------------------|
 DV0864
 DV0864                          SUPERSEDED SURVEY CONTROL
 DV0864
 DV0864  NAD 83(1986)-  33 27 57.01507(N)    112 49 28.57365(W) AD(       ) 2
 DV0864  NAD 27      -  33 27 56.87320(N)    112 49 25.94490(W) AD(       ) 2
 DV0864  NGVD 29 (??/??/92)  331.345  (m)         1087.09   (f) ADJ UNCH    2 0
 DV0864
 DV0864.Superseded values are not recommended for survey control.
 DV0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0864.See file dsdata.txt to determine how the superseded data were derived.
 DV0864
 DV0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3044304421(NAD 83)
 DV0864_MARKER: DE = TRAVERSE STATION DISK
 DV0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0864_STAMPING: DISH 1962
 DV0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0864+STABILITY: SURFACE MOTION
 DV0864
 DV0864  HISTORY     - Date     Condition        Report By
 DV0864  HISTORY     - 1962     MONUMENTED       CGS
 DV0864  HISTORY     - 1962     GOOD             CGS
 DV0864
 DV0864                          STATION DESCRIPTION
 DV0864
 DV0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0864'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF TONOPAH,
 DV0864'ABOUT 4 MILES NORTH OF WINTERSBURG AND ABOUT 1 MILE NORTH OF
 DV0864'VOR, BXK.
 DV0864'
 DV0864'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO EAST
 DV0864'FOR 0.15 MILE TO A SIDE ROAD RIGHT, CONTINUE EAST ON THE
 DV0864'MAIN GRAVEL ROAD FOR 6.0 MILES TO A DIM SIDE ROAD RIGHT, TURN
 DV0864'RIGHT, GO SOUTH ON A DIM TRACK ROAD FOR 1.0 MILE TO FENCE
 DV0864'CORNER AND AZIMUTH MARK (GLO) ON LEFT, CONTINUE SOUTH ON DIM
 DV0864'TRACK ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 DV0864'GO EAST ON TRACK ROAD FOR 0.5 MILE TO A T ROAD, TURN LEFT,
 DV0864'GO NORTH ON A DIM TRACK ROAD FOR 0.1 MILE TO THE STATION
 DV0864'ON THE LEFT.
 DV0864'
 DV0864'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF ROUND
 DV0864'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV0864'DISH 1962.  THE MARK IS 70 FEET WEST OF CENTER OF TRACK ROAD
 DV0864'AND 3.7 FEET SOUTHWEST OF A WITNESS POST.
 DV0864'
 DV0864'R.M. 1, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 DV0864'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED DISH
 DV0864'NO 1 1962.  THE MARK IS 62.1 FEET NORTHEAST OF WITNESS POST
 DV0864'AND 18 FEET WEST OF CENTER OF TRACK ROAD.
 DV0864'
 DV0864'R.M. 2, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND CONCRETE
 DV0864'POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED DISH NO
 DV0864'2 1962.  THE MARK IS 73.1 FEET SOUTHEAST OF WITNESS POST
 DV0864'AND 45 FEET WEST OF CENTER OF TRACK ROAD.
 DV0864'
 DV0864'AZIMUTH MARK, A GENERAL LAND OFFICE SURVEY MARK, IS A 1-1/2
 DV0864'INCH PIPE WITH A CAP ON TOP, PROJECTS ABOUT 8 INCHES AND IS
 DV0864'STAMPED T2W, R6W, S26, S25, S35, S36, 1914.  THE MARK IS 33 FEET
 DV0864'SOUTHWEST OF POWER POLE, 14 FEET EAST OF CENTER OF TRACK ROAD,
 DV0864'2 FEET EAST OF FENCE CORNER AND 1.9 FEET NORTHEAST OF WITNESS
 DV0864'POST.
 DV0864'
 DV0864'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV0864
 DV0864                          STATION RECOVERY (1962)
 DV0864
 DV0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0864'8.75 MI SE FROM TONOPAH.
 DV0864'6.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0864'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND A LINE OF TELEPHONE
 DV0864'POLES, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, THENCE 0.10 MILE NORTH
 DV0864'ALONG A TRACK ROAD, 66 FEET WEST OF THE CENTER OF THE TRACK ROAD, 3.7
 DV0864'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL
 DV0864'OF THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0864'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0213 ***********************************************************************
 FR0213  DESIGNATION -  DISH
 FR0213  PID         -  FR0213
 FR0213  STATE/COUNTY-  AZ/YAVAPAI
 FR0213  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0213
 FR0213                         *CURRENT SURVEY CONTROL
 FR0213  ___________________________________________________________________
 FR0213* NAD 83(1992)-  35 19 12.23177(N)    112 53 28.61317(W)     ADJUSTED  
 FR0213* NAVD 88     -      1602.280  (meters)    5256.81   (feet)  POSTED    
 FR0213  ___________________________________________________________________
 FR0213  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FR0213  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0213  DYNAMIC HT  -        1600.190 (meters)    5249.96  (feet)  COMP
 FR0213  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 FR0213
 FR0213  HORZ ORDER  -  SECOND
 FR0213  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0213
 FR0213.The horizontal coordinates were established by classical geodetic methods
 FR0213.and adjusted by the National Geodetic Survey in June 1998.
 FR0213
 FR0213.The orthometric height was determined by differential leveling
 FR0213.and adjusted by the  in 1992.
 FR0213.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0213.was located on a no-check spur therefore a value was not computed.
 FR0213.No vertical observational check was made to the station.
 FR0213
 FR0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0213
 FR0213.The geoid height was determined by GEOID03.
 FR0213
 FR0213.The dynamic height is computed by dividing the NAVD 88
 FR0213.geopotential number by the normal gravity value computed on the
 FR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0213.degrees latitude (g = 980.6199 gals.).
 FR0213
 FR0213.The modeled gravity was interpolated from observed gravity values.
 FR0213
 FR0213;                    North         East     Units Scale Factor Converg.
 FR0213;SPC AZ C     -   479,515.494   124,744.465   MT  0.99999674   -0 33 48.6
 FR0213;SPC AZ C     - 1,573,213.56    409,266.62   iFT  0.99999674   -0 33 48.6
 FR0213;UTM  12      - 3,910,178.720   328,081.711   MT  0.99996425   -1 05 37.3
 FR0213
 FR0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0213!SPC AZ C     -   0.99975255  x   0.99999674  =   0.99974929
 FR0213!UTM  12      -   0.99975255  x   0.99996425  =   0.99971681
 FR0213
 FR0213|---------------------------------------------------------------------|
 FR0213| PID    Reference Object                     Distance      Geod. Az  |
 FR0213|                                                           dddmmss.s |
 FR0213| FR0905 KA 10                                 7.194 METERS 00944     |
 FR0213| FR0901 SELIGMAN SANTA FE RR TANK           APPROX. 1.4 KM 0690652.5 |
 FR0213| FR0214 DISH RM 1                             8.361 METERS 09133     |
 FR0213| FR0904 SUB DISH                            275.668 METERS 14725     |
 FR0213|---------------------------------------------------------------------|
 FR0213
 FR0213                          SUPERSEDED SURVEY CONTROL
 FR0213
 FR0213  NAD 83(1992)-  35 19 12.23177(N)    112 53 28.61317(W) AD(       ) 2
 FR0213  NAD 83(1986)-  35 19 12.23207(N)    112 53 28.61094(W) AD(       ) 2
 FR0213  NAD 27      -  35 19 12.21240(N)    112 53 25.96000(W) AD(       ) 2
 FR0213  NGVD 29 (??/??/92) 1601.411  (m)         5253.96   (f) ADJ UNCH    2 0
 FR0213
 FR0213.Superseded values are not recommended for survey control.
 FR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0213.See file dsdata.txt to determine how the superseded data were derived.
 FR0213
 FR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2808210179(NAD 83)
 FR0213_MARKER: DE = TRAVERSE STATION DISK
 FR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0213_STAMPING: DISH 1962
 FR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0213+STABILITY: SURFACE MOTION
 FR0213
 FR0213  HISTORY     - Date     Condition        Report By
 FR0213  HISTORY     - 1962     MONUMENTED       CGS
 FR0213  HISTORY     - 1962     GOOD             CGS
 FR0213  HISTORY     - 1962     GOOD             CGS
 FR0213
 FR0213                          STATION DESCRIPTION
 FR0213
 FR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0213'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF SELIGMAN,
 FR0213'ABOUT 1/4 MILE WEST OF A CEMETERY, ON THE NORTH SIDE OF A
 FR0213'HILL AND JUST SOUTH OF PIPELINE.
 FR0213'
 FR0213'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0213'SOUTH FOR 0.05 MILE, TURN LEFT, GO SOUTHEAST ON U.S. HIGHWAY
 FR0213'66 FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, CROSS RAILROAD
 FR0213'TRACKS AND GO SOUTHERLY ON GRAVEL ROAD FOR 0.5 MILE TO
 FR0213'FORKS, TAKE RIGHT FORK, SOUTHWEST CROSSING CATTLE GUARD FOR
 FR0213'0.05 MILE TO FORKS, TAKE LEFT AND CONTINUE SOUTHWESTERLY ON
 FR0213'GRADED ROAD FOR 0.95 MILE TO PIPELINE, TURN LEFT, GO WEST
 FR0213'ON PIPELINE FOR 0.2 MILE TO A SMALL CEMETERY ON RIGHT,
 FR0213'CONTINUE WEST ON PIPELINE FOR 0.4 MILE TO THE STATION ON THE
 FR0213'LEFT, SOUTH SIDE OF PIPELINE.
 FR0213'
 FR0213'THE STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN
 FR0213'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 FR0213'5 INCHES AND IS STAMPED DISH 1962.  THE MARK IS 146 FEET
 FR0213'NORTHWEST OF TELEPHONE POLE, 144 FEET SOUTH OF PIPELINE
 FR0213'RIGHT-OF-WAY AND 2.6 FEET NORTH OF WITNESS POST.
 FR0213'
 FR0213'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 FR0213'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 FR0213'AND IS STAMPED DISH NO 1 1962, THE MARK IS 139 FEET SOUTH OF
 FR0213'CENTER OF PIPELINE RIGHT-OF-WAY, 131 FEET NORTHWEST OF TELEPHONE
 FR0213'POLE AND 28.2 FEET EAST OF WITNESS POST.
 FR0213'
 FR0213'KA NO. 10 (AHD), IS A ARIZONA STATE HIGHWAY TRAVERSE STATION
 FR0213'DISK SET IN TOP OF AN IRREGULAR MASS OF CONCRETE SURROUNDED
 FR0213'BY ROCKS, IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FR0213'STAMPED KA NO 10 1960.  THE MARK IS 120 FEET SOUTH OF THE
 FR0213'CENTER OF PIPELINE RIGHT-OF-WAY AND 26.4 FEET NORTH OF WITNESS
 FR0213'POST.
 FR0213'
 FR0213'NO AZIMUTH MARK WAS SET, THE SELIGMAN, SANTA FE RAILROAD WATER
 FR0213'TANK WAS USED AS AZIMUTH.
 FR0213'
 FR0213'THE DISTANCE FROM R.M. NO. 1 TO KA NO. 10 IS 33.60 FEET.
 FR0213'
 FR0213'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0213
 FR0213                          STATION RECOVERY (1962)
 FR0213
 FR0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0213'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FR0213'TO BE IN GOOD CONDITION.  SINCE THE STATION HAD BEEN OCCUPIED
 FR0213'BY PARTY 620 LESS THAN 1 YEAR AGO, NO DIRECTIONS WERE TAKEN
 FR0213'ON THE REFERENCE MARKS.  THE DISTANCES TO THE REFERENCE MARKS
 FR0213'WERE FOUND TO BE CORRECT.
 FR0213'
 FR0213'THIS STATION WAS REOCCUPIED TO ESTABLISH A NEW STATION,
 FR0213'SUB DISH.
 FR0213'
 FR0213'A TRAVERSE CONNECTION WAS MADE FROM STATION DISH TO SUB DISH.
 FR0213'THE DISTANCE IS 275.737 METERS OR 904.65 FEET.
 FR0213
 FR0213                          STATION RECOVERY (1962)
 FR0213
 FR0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0213'1.1 MI SW FROM SELIGMAN.
 FR0213'0.45 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0213'ITS STATION AT SELIGMAN, THENCE ABOUT 0.55 MILE SOUTH ACROSS AN OPEN
 FR0213'FIELD TO A PIPE LINE, THENCE ABOUT 0.10 MILE WEST ALONG THE PIPE LINE
 FR0213'TO A POINT ABOUT 0.10 MILE EAST OF A NORTH-SOUTH FENCE LINE AND A
 FR0213'METAL GATE, 143 FEET SOUTH OF THE PIPE LINE, 27 FEET SOUTHWEST OF A 2
 FR0213'FOOT HIGH CAIRN, 2.6 FEET NORTHEAST OF A METAL WITNESS POST, AND SET
 FR0213'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK MAY
 FR0213'BE REACHED BY TRUCK FROM  THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0213'STATION AT SELIGMAN BY GOING 0.75 MILE EAST ALONG A STREET, THENCE
 FR0213'0.55 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.9 MILE WEST ALONG A
 FR0213'GRAVEL ROAD TO A PIPE LINE, THENCE 0.5 MILE WEST ALONG THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0959 ***********************************************************************
 ET0959  DESIGNATION -  DISH
 ET0959  PID         -  ET0959
 ET0959  STATE/COUNTY-  AZ/YAVAPAI
 ET0959  USGS QUAD   -  YARNELL (1969)
 ET0959
 ET0959                         *CURRENT SURVEY CONTROL
 ET0959  ___________________________________________________________________
 ET0959* NAD 83(1992)-  34 12 19.66690(N)    112 44 56.00456(W)     ADJUSTED  
 ET0959* NAVD 88     -      1560.7    (meters)    5120.     (feet)  VERTCON   
 ET0959  ___________________________________________________________________
 ET0959  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 ET0959  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 ET0959  HORZ ORDER  -  SECOND
 ET0959
 ET0959.The horizontal coordinates were established by classical geodetic methods
 ET0959.and adjusted by the National Geodetic Survey in August 1993.
 ET0959
 ET0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0959
 ET0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0959
 ET0959.The geoid height was determined by GEOID03.
 ET0959
 ET0959;                    North         East     Units Scale Factor Converg.
 ET0959;SPC AZ C     -   355,755.529   136,667.486   MT  0.99997248   -0 28 04.3
 ET0959;SPC AZ C     - 1,167,176.93    448,384.14   iFT  0.99997248   -0 28 04.3
 ET0959;UTM  12      - 3,786,320.356   338,874.391   MT  0.99992003   -0 59 00.1
 ET0959
 ET0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0959!SPC AZ C     -   0.99975950  x   0.99997248  =   0.99973198
 ET0959!UTM  12      -   0.99975950  x   0.99992003  =   0.99967955
 ET0959
 ET0959|---------------------------------------------------------------------|
 ET0959| PID    Reference Object                     Distance      Geod. Az  |
 ET0959|                                                           dddmmss.s |
 ET0959| CH3056 DISH RM 2                             7.261 METERS 07839     |
 ET0959| CH3055 DISH RM 1                             7.054 METERS 22145     |
 ET0959| ET0963 LADY                                APPROX. 6.8 KM 2460012.1 |
 ET0959|---------------------------------------------------------------------|
 ET0959
 ET0959                          SUPERSEDED SURVEY CONTROL
 ET0959
 ET0959  NAD 83(1986)-  34 12 19.66600(N)    112 44 56.00690(W) AD(       ) 2
 ET0959  NAD 27      -  34 12 19.57068(N)    112 44 53.36237(W) AD(       ) 2
 ET0959  NGVD 29 (07/19/86) 1559.9    (m)         5118.     (f) VERT ANG    3  
 ET0959
 ET0959.Superseded values are not recommended for survey control.
 ET0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0959.See file dsdata.txt to determine how the superseded data were derived.
 ET0959
 ET0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3887486320(NAD 83)
 ET0959_MARKER: DD = SURVEY DISK
 ET0959_SETTING: 80 = SET IN A BOULDER
 ET0959_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0959+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 ET0959
 ET0959  HISTORY     - Date     Condition        Report By
 ET0959  HISTORY     - 1964     MONUMENTED       AZHD
 ET0959  HISTORY     - 1969     GOOD             USGS
 ET0959  HISTORY     - 1980     GOOD             AZDT
 ET0959  HISTORY     - 20020621 GOOD             INDIV
 ET0959  HISTORY     - 20081129 GOOD             GEOCAC
 ET0959
 ET0959                          STATION DESCRIPTION
 ET0959
 ET0959'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0959'LOCATED ABOUT 6.4 MI. (AIRLINE) NE. OF CONGRESS JUNCTION.  1.1 MI.
 ET0959'SSW. OF YARNELL.  0.3 MI. SE. OF U.S. HIGHWAY 89.  ON THE HIGHEST
 ET0959'POINT OF A TOP CONTAINING AN ELECTRONIC FACILITY.
 ET0959'
 ET0959'TO REACH FROM THE YARNELL P.O., DRIVE S. ALONG U.S. HIGHWAY 89 FOR
 ET0959'1.2 MI. TO RD. JUNCTION AT SHARP CURVE.  TAKE LEFT FORK FOR ABOUT
 ET0959'60 FT. TO SWITCHBACK RIGHT.  TURN RIGHT AND FOLLOW MAIN RD. FOR
 ET0959'0.3 MI. TO TOP AND STATION, ABOUT 100 FT. E. OF BLOCK BUILDING.
 ET0959'
 ET0959'STATION MARK--AN ARIZONA STATE HIGHWAY DEPARTMENT TABLET STAMPED
 ET0959'P AND M DISH 1964 CEMENTED IN DRILL HOLE IN A NATURALLY EMBEDDED
 ET0959'BOULDER, PROJECTING 1.5 FT.
 ET0959'
 ET0959'REFERENCE MARK NO. 1--A USGS TABLET STAMPED NO 1 1969 CEMENTED IN
 ET0959'A ROCK OUTCROP FLUSH WITH GROUND, 1.7 FT. BELOW STATION MARK.
 ET0959'
 ET0959'REFERENCE MARK NO. 2--A USGS TABLET STAMPED NO 2 1969 CEMENTED IN
 ET0959'A ROCK OUTCROP FLUSH WITH GROUND NEAR AN 8 FT. DROP E., 1.7 FT.
 ET0959'BELOW STATION MARK.
 ET0959
 ET0959                          STATION RECOVERY (1980)
 ET0959
 ET0959'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0959'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 ET0959'THE USGS IN 1969.  THE ROUTE TO THE STATION REMAINS UNCHANGED.
 ET0959
 ET0959                          STATION RECOVERY (2002)
 ET0959
 ET0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 ET0959'RECOVERED IN GOOD CONDITION.
 ET0959
 ET0959                          STATION RECOVERY (2008)
 ET0959
 ET0959'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ET0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0863 ***********************************************************************
 DV0863  DESIGNATION -  DISH RM 1
 DV0863  PID         -  DV0863
 DV0863  STATE/COUNTY-  AZ/MARICOPA
 DV0863  USGS QUAD   -  WINTERSBURG (1984)
 DV0863
 DV0863                         *CURRENT SURVEY CONTROL
 DV0863  ___________________________________________________________________
 DV0863* NAD 83(1986)-  33 27 56.     (N)    112 49 28.     (W)     SCALED    
 DV0863* NAVD 88     -       332.20   (+/-2cm)    1089.9    (feet)  VERTCON   
 DV0863  ___________________________________________________________________
 DV0863  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0863
 DV0863.The horizontal coordinates were scaled from a topographic map and have
 DV0863.an estimated accuracy of +/- 6 seconds.
 DV0863
 DV0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0863.The vertical order pertains to the NGVD 29 superseded value.
 DV0863
 DV0863.The geoid height was determined by GEOID03.
 DV0863
 DV0863;                    North         East    Units  Estimated Accuracy
 DV0863;SPC AZ C     -   273,750.      128,980.      MT  (+/- 180 meters Scaled)
 DV0863
 DV0863                          SUPERSEDED SURVEY CONTROL
 DV0863
 DV0863  NGVD 29 (??/??/92)  331.582  (m)         1087.87   (f) ADJ UNCH    2 0
 DV0863
 DV0863.Superseded values are not recommended for survey control.
 DV0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0863.See file dsdata.txt to determine how the superseded data were derived.
 DV0863
 DV0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC304043(NAD 83)
 DV0863_MARKER: DR = REFERENCE MARK DISK
 DV0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0863_STAMPING: DISH NO 1 1962
 DV0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0863+STABILITY: SURFACE MOTION
 DV0863
 DV0863  HISTORY     - Date     Condition        Report By
 DV0863  HISTORY     - 1962     MONUMENTED       CGS
 DV0863
 DV0863                          STATION DESCRIPTION
 DV0863
 DV0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0863'8.75 MI SE FROM TONOPAH.
 DV0863'6.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0863'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND A LINE OF TELEPHONE
 DV0863'POLES, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, THENCE 0.10 MILE NORTH
 DV0863'ALONG A TRACK ROAD, 18 FEET WEST OF THE CENTER OF THE TRACK ROAD, 70.7
 DV0863'FEET NORTHEAST OF TRAVERSE STATION DISH, 67.2 FEET NORTHEAST OF A
 DV0863'METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DV0863'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0214 ***********************************************************************
 FR0214  DESIGNATION -  DISH RM 1
 FR0214  PID         -  FR0214
 FR0214  STATE/COUNTY-  AZ/YAVAPAI
 FR0214  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0214
 FR0214                         *CURRENT SURVEY CONTROL
 FR0214  ___________________________________________________________________
 FR0214* NAD 83(1986)-  35 19 12.     (N)    112 53 28.     (W)     SCALED    
 FR0214* NAVD 88     -      1602.189  (meters)    5256.52   (feet)  POSTED    
 FR0214  ___________________________________________________________________
 FR0214  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0214  DYNAMIC HT  -        1600.100 (meters)    5249.66  (feet)  COMP
 FR0214  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 FR0214
 FR0214  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0214
 FR0214.The horizontal coordinates were scaled from a topographic map and have
 FR0214.an estimated accuracy of +/- 6 seconds.
 FR0214
 FR0214.The orthometric height was determined by differential leveling
 FR0214.and adjusted by the  in 1992.
 FR0214.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0214.was located on a no-check spur therefore a value was not computed.
 FR0214.No vertical observational check was made to the station.
 FR0214
 FR0214.The geoid height was determined by GEOID03.
 FR0214
 FR0214.The dynamic height is computed by dividing the NAVD 88
 FR0214.geopotential number by the normal gravity value computed on the
 FR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0214.degrees latitude (g = 980.6199 gals.).
 FR0214
 FR0214.The modeled gravity was interpolated from observed gravity values.
 FR0214
 FR0214;                    North         East    Units  Estimated Accuracy
 FR0214;SPC AZ C     -   479,510.      124,760.      MT  (+/- 180 meters Scaled)
 FR0214
 FR0214                          SUPERSEDED SURVEY CONTROL
 FR0214
 FR0214  NGVD 29 (??/??/92) 1601.320  (m)         5253.66   (f) ADJ UNCH    2 0
 FR0214
 FR0214.Superseded values are not recommended for survey control.
 FR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0214.See file dsdata.txt to determine how the superseded data were derived.
 FR0214
 FR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE280101(NAD 83)
 FR0214_MARKER: DR = REFERENCE MARK DISK
 FR0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0214_STAMPING: DISH NO 1 1962
 FR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0214+STABILITY: SURFACE MOTION
 FR0214
 FR0214  HISTORY     - Date     Condition        Report By
 FR0214  HISTORY     - 1962     MONUMENTED       CGS
 FR0214
 FR0214                          STATION DESCRIPTION
 FR0214
 FR0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0214'1.10 MI SW FROM SELIGMAN.
 FR0214'0.45 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0214'ITS STATION AT SELIGMAN, THENCE ABOUT 0.55 MILE SOUTH ACROSS AN OPEN
 FR0214'FIELD TO A PIPE LINE, THENCE ABOUT 0.10 MILE WEST ALONG THE PIPE LINE
 FR0214'TO A POINT ABOUT 0.10 MILE EAST OF A NORTH-SOUTH FENCE LINE AND A
 FR0214'METAL GATE, 144 FEET SOUTH OF THE PIPE LINE, 34 FEET SOUTHEAST OF A 2
 FR0214'FOOT HIGH CAIRN, 27.4 FEET EAST OF TRAVERSE STATION DISH, 28.2 FEET
 FR0214'EAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 FR0214'PROJECTING 4 INCHES.  NOTE-- THIS MARK MAY BE REACHED BY TRUCK FROM
 FR0214'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT SELIGMAN BY GOING
 FR0214'0.75 MILE EAST ALONG A STREET, THENCE 0.55 MILE SOUTH ALONG A GRAVEL
 FR0214'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVEL ROAD TO A PIPE LINE, THENCE
 FR0214'0.5 MILE WEST ALONG THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0865 ***********************************************************************
 DV0865  DESIGNATION -  DISH RM 2
 DV0865  PID         -  DV0865
 DV0865  STATE/COUNTY-  AZ/MARICOPA
 DV0865  USGS QUAD   -  WINTERSBURG (1984)
 DV0865
 DV0865                         *CURRENT SURVEY CONTROL
 DV0865  ___________________________________________________________________
 DV0865* NAD 83(1986)-  33 27 56.     (N)    112 49 28.     (W)     SCALED    
 DV0865* NAVD 88     -       331.93   (+/-2cm)    1089.0    (feet)  VERTCON   
 DV0865  ___________________________________________________________________
 DV0865  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0865
 DV0865.The horizontal coordinates were scaled from a topographic map and have
 DV0865.an estimated accuracy of +/- 6 seconds.
 DV0865
 DV0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0865.The vertical order pertains to the NGVD 29 superseded value.
 DV0865
 DV0865.The geoid height was determined by GEOID03.
 DV0865
 DV0865;                    North         East    Units  Estimated Accuracy
 DV0865;SPC AZ C     -   273,750.      128,980.      MT  (+/- 180 meters Scaled)
 DV0865
 DV0865                          SUPERSEDED SURVEY CONTROL
 DV0865
 DV0865  NGVD 29 (??/??/92)  331.304  (m)         1086.95   (f) ADJ UNCH    2 0
 DV0865
 DV0865.Superseded values are not recommended for survey control.
 DV0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0865.See file dsdata.txt to determine how the superseded data were derived.
 DV0865
 DV0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC304043(NAD 83)
 DV0865_MARKER: DR = REFERENCE MARK DISK
 DV0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0865_STAMPING: DISH NO 2 1962
 DV0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0865+STABILITY: SURFACE MOTION
 DV0865
 DV0865  HISTORY     - Date     Condition        Report By
 DV0865  HISTORY     - 1962     MONUMENTED       CGS
 DV0865
 DV0865                          STATION DESCRIPTION
 DV0865
 DV0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0865'8.75 MI SE FROM TONOPAH.
 DV0865'6.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0865'THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND A LINE OF TELEPHONE
 DV0865'POLES, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, THENCE 0.10 MILE NORTH
 DV0865'ALONG A TRACK ROAD, 44 FEET WEST OF THE CENTER OF THE TRACK ROAD, 72.8
 DV0865'FEET SOUTHEAST OF TRAVERSE STATION DISH, 73.2 FEET SOUTHEAST OF A
 DV0865'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DV0865'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0212 ***********************************************************************
 FR0212  DESIGNATION -  DISH TRAV DISK 10
 FR0212  PID         -  FR0212
 FR0212  STATE/COUNTY-  AZ/YAVAPAI
 FR0212  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0212
 FR0212                         *CURRENT SURVEY CONTROL
 FR0212  ___________________________________________________________________
 FR0212* NAD 83(1986)-  35 19 05.     (N)    112 53 23.     (W)     SCALED    
 FR0212* NAVD 88     -      1601.633  (meters)    5254.69   (feet)  POSTED    
 FR0212  ___________________________________________________________________
 FR0212  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0212  DYNAMIC HT  -        1599.540 (meters)    5247.82  (feet)  COMP
 FR0212  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 FR0212
 FR0212  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0212
 FR0212.The horizontal coordinates were scaled from a topographic map and have
 FR0212.an estimated accuracy of +/- 6 seconds.
 FR0212
 FR0212.The orthometric height was determined by differential leveling
 FR0212.and adjusted by the  in 1992.
 FR0212.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0212.was located on a no-check spur therefore a value was not computed.
 FR0212.No vertical observational check was made to the station.
 FR0212
 FR0212.The geoid height was determined by GEOID03.
 FR0212
 FR0212.The dynamic height is computed by dividing the NAVD 88
 FR0212.geopotential number by the normal gravity value computed on the
 FR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0212.degrees latitude (g = 980.6199 gals.).
 FR0212
 FR0212.The modeled gravity was interpolated from observed gravity values.
 FR0212
 FR0212;                    North         East    Units  Estimated Accuracy
 FR0212;SPC AZ C     -   479,290.      124,880.      MT  (+/- 180 meters Scaled)
 FR0212
 FR0212                          SUPERSEDED SURVEY CONTROL
 FR0212
 FR0212  NGVD 29 (??/??/92) 1600.76   (m)         5251.8    (f) COMPUTED    2 0
 FR0212
 FR0212.Superseded values are not recommended for survey control.
 FR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0212.See file dsdata.txt to determine how the superseded data were derived.
 FR0212
 FR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE282099(NAD 83)
 FR0212_MARKER: DD = SURVEY DISK
 FR0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0212_STAMPING: NO 10 1960
 FR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0212+STABILITY: SURFACE MOTION
 FR0212
 FR0212  HISTORY     - Date     Condition        Report By
 FR0212  HISTORY     - UNK      MONUMENTED       AZHD
 FR0212  HISTORY     - 1962     GOOD             NGS
 FR0212
 FR0212                          STATION DESCRIPTION
 FR0212
 FR0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0212'1.1 MI SW FROM SELIGMAN.
 FR0212'0.45 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0212'ITS STATION AT SELIGMAN, THENCE ABOUT 0.55 MILE SOUTH ACROSS AN OPEN
 FR0212'FIELD TO A PIPE LINE, THENCE ABOUT 0.10 MILE WEST ALONG THE PIPE LINE
 FR0212'TO A POINT ABOUT 0.10 MILE EAST OF A NORTH-SOUTH FENCE LINE AND METAL
 FR0212'GATE, 119 FEET SOUTH OF THE CENTER OF THE PIPE LINE, 3.5 FEET
 FR0212'SOUTHWEST OF A 2 FEET HIGH CARIN, 23.7 FEET NORTHEAST OF TRAVERSE
 FR0212'STATION DISH, 26.7 FEET NORTHEAST OF A METAL WITNESS POST, AND IS A
 FR0212'A.H.D. TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 FR0212'WITH THE GROUND.  NOTE-- THIS MARK MAY BE REACHED BY TRUCK BY GOING
 FR0212'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT SELIGMAN BY
 FR0212'GOING 0.75 MILES EAST ALONG A STREET, THENCE 0.55 MILE SOUTH ALONG A
 FR0212'GRAVEL ROAD, THENCE 0.9 MILE WEST ALONG A GRAVEL ROAD TO A PIPE LINE,
 FR0212'THENCE 0.5 MILE WEST ALONG THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0618 ***********************************************************************
 FP0618  DESIGNATION -  DISK
 FP0618  PID         -  FP0618
 FP0618  STATE/COUNTY-  AZ/APACHE
 FP0618  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0618
 FP0618                         *CURRENT SURVEY CONTROL
 FP0618  ___________________________________________________________________
 FP0618* NAD 83(1986)-  35 07 21.     (N)    109 32 06.     (W)     SCALED    
 FP0618* NAVD 88     -      1716.632  (meters)    5631.98   (feet)  ADJUSTED  
 FP0618  ___________________________________________________________________
 FP0618  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FP0618  DYNAMIC HT  -        1714.241 (meters)    5624.14  (feet)  COMP
 FP0618  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 FP0618
 FP0618  VERT ORDER  -  SECOND    CLASS II
 FP0618
 FP0618.The horizontal coordinates were scaled from a topographic map and have
 FP0618.an estimated accuracy of +/- 6 seconds.
 FP0618
 FP0618.The orthometric height was determined by differential leveling
 FP0618.and adjusted in June 1991.
 FP0618
 FP0618.The geoid height was determined by GEOID03.
 FP0618
 FP0618.The dynamic height is computed by dividing the NAVD 88
 FP0618.geopotential number by the normal gravity value computed on the
 FP0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0618.degrees latitude (g = 980.6199 gals.).
 FP0618
 FP0618.The modeled gravity was interpolated from observed gravity values.
 FP0618
 FP0618;                    North         East    Units  Estimated Accuracy
 FP0618;SPC AZ E     -   457,350.      270,930.      MT  (+/- 180 meters Scaled)
 FP0618
 FP0618                          SUPERSEDED SURVEY CONTROL
 FP0618
 FP0618  NGVD 29 (??/??/92) 1715.71   (m)         5629.0    (f) COMPUTED    2 2
 FP0618
 FP0618.Superseded values are not recommended for survey control.
 FP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0618.See file dsdata.txt to determine how the superseded data were derived.
 FP0618
 FP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD334876(NAD 83)
 FP0618_MARKER: DD = SURVEY DISK
 FP0618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FP0618_SP_SET: CONCRETE HEADWALL
 FP0618_MARK LOGO: AZHD  
 FP0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0618+STABILITY: SURFACE MOTION
 FP0618
 FP0618  HISTORY     - Date     Condition        Report By
 FP0618  HISTORY     - 1962     MONUMENTED       AZHD
 FP0618  HISTORY     - 1972     GOOD             USGS
 FP0618
 FP0618                          STATION DESCRIPTION
 FP0618
 FP0618'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0618'1.0 KM (0.60 MI) SOUTH FROM NAVAJO.
 FP0618'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 FP0618'ROAD TO A T-ROAD SOUTH, THENCE 0.5 MILES SOUTH TO A 300-FOOT BRIDGE,
 FP0618'AT THE NORTHEAST SIDE OF THE SOUTHEAST END OF THE CONCRETE AND STEEL
 FP0618'BRIDGE IN A CONCRETE HEADWALL ABOUT 3 FEET FROM THE END.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0519 ***********************************************************************
 GP0519  DESIGNATION -  DISTRICT
 GP0519  PID         -  GP0519
 GP0519  STATE/COUNTY-  AZ/COCONINO
 GP0519  USGS QUAD   -  DEAD MONKEY RIDGE (1982)
 GP0519
 GP0519                         *CURRENT SURVEY CONTROL
 GP0519  ___________________________________________________________________
 GP0519* NAD 83(1992)-  36 40 06.64481(N)    111 23 18.47325(W)     ADJUSTED  
 GP0519* NAVD 88     -      1897.7    (meters)    6226.     (feet)  VERTCON   
 GP0519  ___________________________________________________________________
 GP0519  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 GP0519  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 GP0519  HORZ ORDER  -  THIRD
 GP0519
 GP0519.The horizontal coordinates were established by classical geodetic methods
 GP0519.and adjusted by the National Geodetic Survey in August 1993.
 GP0519
 GP0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0519
 GP0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0519
 GP0519.The geoid height was determined by GEOID03.
 GP0519
 GP0519;                    North         East     Units Scale Factor Converg.
 GP0519;SPC AZ C     -   628,817.068   260,574.913   MT  0.99992746   +0 18 55.6
 GP0519;SPC AZ C     - 2,063,048.12    854,904.57   iFT  0.99992746   +0 18 55.6
 GP0519;UTM  12      - 4,058,170.683   465,286.390   MT  0.99961485   -0 13 55.2
 GP0519
 GP0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0519!SPC AZ C     -   0.99970584  x   0.99992746  =   0.99963332
 GP0519!UTM  12      -   0.99970584  x   0.99961485  =   0.99932080
 GP0519
 GP0519:                Primary Azimuth Mark                     Grid Az
 GP0519:SPC AZ C     -  KEAM 2                                   342 01 24.1
 GP0519:UTM  12      -  KEAM 2                                   342 34 14.9
 GP0519
 GP0519|---------------------------------------------------------------------|
 GP0519| PID    Reference Object                     Distance      Geod. Az  |
 GP0519|                                                           dddmmss.s |
 GP0519| GP0568 KEAM 2                              APPROX.12.8 KM 3422019.7 |
 GP0519|---------------------------------------------------------------------|
 GP0519
 GP0519                          SUPERSEDED SURVEY CONTROL
 GP0519
 GP0519  NAD 83(1986)-  36 40 06.64219(N)    111 23 18.47435(W) AD(       ) 3
 GP0519  NGVD 29 (05/08/89) 1896.7    (m)         6223.     (f) VERT ANG    3  
 GP0519
 GP0519.Superseded values are not recommended for survey control.
 GP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0519.See file dsdata.txt to determine how the superseded data were derived.
 GP0519
 GP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6528658171(NAD 83)
 GP0519_MARKER: DD = SURVEY DISK
 GP0519_SETTING: 66 = SET IN ROCK OUTCROP
 GP0519_SP_SET: SET IN ROCK OUTCROP
 GP0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0519+STABILITY: POSITION/ELEVATION WELL
 GP0519
 GP0519  HISTORY     - Date     Condition        Report By
 GP0519  HISTORY     - 1953     MONUMENTED       USGS
 GP0519
 GP0519                          STATION DESCRIPTION
 GP0519
 GP0519'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0519'LOCATED ABOUT 18 MI SE. OF MARBLE CANYON LODGE, 12 MI E. OF
 GP0519'BITTER SPRING SUMP.  ON SOUTH RIM OF TREE MESA-LIKE, SOUTHWARD
 GP0519'EXTENSION OF SE.-NW. PLATEAU.
 GP0519'
 GP0519'REACHED BY HELICOPTER.
 GP0519'
 GP0519'STATION MARK--STANDARD TABLET STAMPED---DISTRICT 1954---, CEMENTED
 GP0519'IN ROCK OUTCROP OF CLIFF EDGE.
 GP0519'
 GP0519'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1616 ***********************************************************************
 DV1616  DESIGNATION -  DIVIDE
 DV1616  PID         -  DV1616
 DV1616  STATE/COUNTY-  AZ/MARICOPA
 DV1616  USGS QUAD   -  OUTLAW HILL (1990)
 DV1616
 DV1616                         *CURRENT SURVEY CONTROL
 DV1616  ___________________________________________________________________
 DV1616* NAD 83(1992)-  33 59 57.87187(N)    112 55 11.96859(W)     ADJUSTED  
 DV1616* NAVD 88     -       749.34   (+/-2cm)    2458.5    (feet)  VERTCON   
 DV1616  ___________________________________________________________________
 DV1616  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DV1616  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV1616  HORZ ORDER  -  SECOND
 DV1616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1616
 DV1616.The horizontal coordinates were established by classical geodetic methods
 DV1616.and adjusted by the National Geodetic Survey in August 1993.
 DV1616
 DV1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1616.The vertical order pertains to the NGVD 29 superseded value.
 DV1616
 DV1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1616
 DV1616.The geoid height was determined by GEOID03.
 DV1616
 DV1616;                    North         East     Units Scale Factor Converg.
 DV1616;SPC AZ C     -   333,042.102   120,674.908   MT  1.00000586   -0 33 39.9
 DV1616;SPC AZ C     - 1,092,657.81    395,915.05   iFT  1.00000586   -0 33 39.9
 DV1616;UTM  12      - 3,763,752.156   322,679.205   MT  0.99998761   -1 04 26.1
 DV1616
 DV1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1616!SPC AZ C     -   0.99988702  x   1.00000586  =   0.99989288
 DV1616!UTM  12      -   0.99988702  x   0.99998761  =   0.99987463
 DV1616
 DV1616:                Primary Azimuth Mark                     Grid Az
 DV1616:SPC AZ C     -  PACK                                     085 18 38.3
 DV1616:UTM  12      -  PACK                                     085 49 24.5
 DV1616
 DV1616|---------------------------------------------------------------------|
 DV1616| PID    Reference Object                     Distance      Geod. Az  |
 DV1616|                                                           dddmmss.s |
 DV1616| ET0968 PACK                                APPROX. 7.8 KM 0844458.4 |
 DV1616|---------------------------------------------------------------------|
 DV1616
 DV1616                          SUPERSEDED SURVEY CONTROL
 DV1616
 DV1616  NAD 83(1986)-  33 59 57.87089(N)    112 55 11.96781(W) AD(       ) 2
 DV1616  NAD 27      -  33 59 57.77200(N)    112 55 09.31700(W) AD(       ) 2
 DV1616  NGVD 29 (??/??/92)  748.642  (m)         2456.17   (f) ADJ UNCH    2 0
 DV1616
 DV1616.Superseded values are not recommended for survey control.
 DV1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1616.See file dsdata.txt to determine how the superseded data were derived.
 DV1616
 DV1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2267963752(NAD 83)
 DV1616_MARKER: DB = BENCH MARK DISK
 DV1616_SETTING: 80 = SET IN A BOULDER
 DV1616_SP_SET: BOULDER
 DV1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1616
 DV1616  HISTORY     - Date     Condition        Report By
 DV1616  HISTORY     - 1924     MONUMENTED       CGS
 DV1616  HISTORY     - 1933     GOOD             NGS
 DV1616  HISTORY     - 1984     MARK NOT FOUND   AZDT
 DV1616
 DV1616                          STATION DESCRIPTION
 DV1616
 DV1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1616'IN AN OPEN PLAIN, ABOUT 10 MILES WEST AND 3 MILES NORTH OF
 DV1616'WICKENBURG, AND 1 MILE SOUTH OF WEST OF STATION DIVIDE ON
 DV1616'THE SANTA FE RAILROAD.  STATION LIES IN EDGE OF RIGHT-OF-WAY
 DV1616'NORTH OF TRACK NEAR MILEBOARD 7, AND BETWEEN TRACK AND WAGON
 DV1616'TRAIL NORTH OF RAILROAD.  MARKED BY A STANDARD BRONZE DISK
 DV1616'SET IN A BURIED BOULDER.
 DV1616
 DV1616                          STATION RECOVERY (1933)
 DV1616
 DV1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 DV1616'7.0 MI W FROM MATHIE.
 DV1616'ON A.T. AND S.F. RIGHT OF WAY, 0.8 MILES WEST OF DIVIDE SIDING, 380
 DV1616'FEET WEST OF MILEPOST 7, 60 FEET NORTH OF RAILROAD CENTER-LINE, ON TOP
 DV1616'OF BOULDER.
 DV1616
 DV1616                          STATION RECOVERY (1984)
 DV1616
 DV1616'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DV1616'THE STATION MARK WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0918 ***********************************************************************
 DW0918  DESIGNATION -  DIVIDE
 DW0918  PID         -  DW0918
 DW0918  STATE/COUNTY-  AZ/YUMA
 DW0918  USGS QUAD   -  ARCH TANK (1990)
 DW0918
 DW0918                         *CURRENT SURVEY CONTROL
 DW0918  ___________________________________________________________________
 DW0918* NAD 83(1992)-  33 14 35.22149(N)    114 14 53.09332(W)     ADJUSTED  
 DW0918* NAVD 88     -       494.1    (meters)    1621.     (feet)  VERTCON   
 DW0918  ___________________________________________________________________
 DW0918  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DW0918  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW0918  HORZ ORDER  -  SECOND
 DW0918
 DW0918.The horizontal coordinates were established by classical geodetic methods
 DW0918.and adjusted by the National Geodetic Survey in August 1993.
 DW0918
 DW0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0918
 DW0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0918
 DW0918.The geoid height was determined by GEOID03.
 DW0918
 DW0918;                    North         East     Units Scale Factor Converg.
 DW0918;SPC AZ W     -   248,831.032   166,943.622   MT  0.99995989   -0 16 23.0
 DW0918;SPC AZ W     -   816,374.78    547,715.30   iFT  0.99995989   -0 16 23.0
 DW0918;UTM  11      - 3,681,616.562   756,405.045   MT  1.00041065   +1 30 33.9
 DW0918
 DW0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0918!SPC AZ W     -   0.99992756  x   0.99995989  =   0.99988745
 DW0918!UTM  11      -   0.99992756  x   1.00041065  =   1.00033818
 DW0918
 DW0918|---------------------------------------------------------------------|
 DW0918| PID    Reference Object                     Distance      Geod. Az  |
 DW0918|                                                           dddmmss.s |
 DW0918| CE9272 DIVIDE RM 1                           7.023 METERS 19727     |
 DW0918| CE9273 DIVIDE RM 2                           6.100 METERS 28953     |
 DW0918| CE9271 DIVIDE AZ MK                                       3541131.9 |
 DW0918|---------------------------------------------------------------------|
 DW0918
 DW0918                          SUPERSEDED SURVEY CONTROL
 DW0918
 DW0918  NAD 83(1986)-  33 14 35.22105(N)    114 14 53.09823(W) AD(       ) 2
 DW0918  NAD 27      -  33 14 35.09500(N)    114 14 50.30400(W) AD(       ) 2
 DW0918  NGVD 29 (07/19/86)  493.3    (m)         1618.     (f) VERT ANG    3  
 DW0918
 DW0918.Superseded values are not recommended for survey control.
 DW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0918.See file dsdata.txt to determine how the superseded data were derived.
 DW0918
 DW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5640581617(NAD 83)
 DW0918_MARKER: DS = TRIANGULATION STATION DISK
 DW0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0918
 DW0918  HISTORY     - Date     Condition        Report By
 DW0918  HISTORY     - 1949     MONUMENTED       CGS
 DW0918
 DW0918                          STATION DESCRIPTION
 DW0918
 DW0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0918'THE STATION IS LOCATED ON THE NORTHWEST END OF A SMALL RIDGE
 DW0918'ABOUT 30 MILES AIR LINE SOUTH OF QUARTZSITE AND ABOUT 0.1
 DW0918'MILE NORTH OF THE DIVIDE BETWEEN THE LA POSA PLAINS AND THE
 DW0918'CASTLE DOME PLAINS.  THE STATION MARK IS 10 FEET NORTHEAST
 DW0918'OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND STAMPED,
 DW0918'DIVIDE 1949.
 DW0918'
 DW0918'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0918'THE STATION MARK, PROJECTS 2 INCHES AND STAMPED, DIVIDE
 DW0918'NO 1 1949.
 DW0918'
 DW0918'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DW0918'STATION MARK, PROJECTS 2 INCHES AND STAMPED, DIVIDE NO 2 1949.
 DW0918'
 DW0918'THE AZIMUTH MARK IS LOCATED ON A SMALL ROCKY KNOLL ABOUT 0.1
 DW0918'MILE EAST OF STATE HIGHWAY 95, AND 6 FEET SOUTH OF CAIRN
 DW0918'WITH WHITE WITNESS POST IN THE CENTER.  IT PROJECTS 12 INCHES
 DW0918'AND IS STAMPED, DIVIDE 1949.
 DW0918'
 DW0918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 70
 DW0918'AND STATE HIGHWAY 95, GO SOUTH ON STATE HIGHWAY 95 FOR 31.5
 DW0918'MILES TO THE AZIMUTH ON THE LEFT, EAST, AS DESCRIBED ABOVE.
 DW0918'CONTINUE ON HIGHWAY FOR 0.3 MILE TO THE TOP OF DIVIDE.  TURN
 DW0918'LEFT, NORTHEAST FOR 0.1 MILE TO THE STATION AS DESCRIBED
 DW0918'ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0865 ***********************************************************************
 ET0865  DESIGNATION -  DIVIDE
 ET0865  PID         -  ET0865
 ET0865  STATE/COUNTY-  AZ/YAVAPAI
 ET0865  USGS QUAD   -  HUMBOLDT (1973)
 ET0865
 ET0865                         *CURRENT SURVEY CONTROL
 ET0865  ___________________________________________________________________
 ET0865* NAD 83(1992)-  34 32 38.58160(N)    112 11 08.22891(W)     ADJUSTED  
 ET0865* NAVD 88     -      1552.0    (meters)    5092.     (feet)  VERTCON   
 ET0865  ___________________________________________________________________
 ET0865  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 ET0865  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ET0865  HORZ ORDER  -  SECOND
 ET0865
 ET0865.The horizontal coordinates were established by classical geodetic methods
 ET0865.and adjusted by the National Geodetic Survey in August 1993.
 ET0865
 ET0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0865
 ET0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0865
 ET0865.The geoid height was determined by GEOID03.
 ET0865
 ET0865;                    North         East     Units Scale Factor Converg.
 ET0865;SPC AZ C     -   393,030.721   188,674.845   MT  0.99990751   -0 09 09.0
 ET0865;SPC AZ C     - 1,289,470.87    619,011.96   iFT  0.99990751   -0 09 09.0
 ET0865;UTM  12      - 3,823,120.197   391,210.803   MT  0.99974588   -0 40 20.5
 ET0865
 ET0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0865!SPC AZ C     -   0.99976051  x   0.99990751  =   0.99966805
 ET0865!UTM  12      -   0.99976051  x   0.99974588  =   0.99950645
 ET0865
 ET0865|---------------------------------------------------------------------|
 ET0865| PID    Reference Object                     Distance      Geod. Az  |
 ET0865|                                                           dddmmss.s |
 ET0865| CH3058 DIVIDE RM 2                          11.424 METERS 01426     |
 ET0865| ET0869 TEXAS                               APPROX. 5.4 KM 2571310.3 |
 ET0865| CH3057 DIVIDE RM 1                           6.226 METERS 30059     |
 ET0865|---------------------------------------------------------------------|
 ET0865
 ET0865                          SUPERSEDED SURVEY CONTROL
 ET0865
 ET0865  NAD 83(1986)-  34 32 38.57756(N)    112 11 08.22697(W) AD(       ) 2
 ET0865  NAD 27      -  34 32 38.49024(N)    112 11 05.64693(W) AD(       ) 2
 ET0865  NGVD 29 (07/19/86) 1551.2    (m)         5089.     (f) VERT ANG    3  
 ET0865
 ET0865.Superseded values are not recommended for survey control.
 ET0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0865.See file dsdata.txt to determine how the superseded data were derived.
 ET0865
 ET0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9121123120(NAD 83)
 ET0865_MARKER: DD = SURVEY DISK
 ET0865_SETTING: 66 = SET IN ROCK OUTCROP
 ET0865_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0865+STABILITY: POSITION/ELEVATION WELL
 ET0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0865+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0865
 ET0865  HISTORY     - Date     Condition        Report By
 ET0865  HISTORY     - 1980     MONUMENTED       AZDT
 ET0865  HISTORY     - 20080711 GOOD             GEOCAC
 ET0865
 ET0865                          STATION DESCRIPTION
 ET0865
 ET0865'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0865'THE STATION IS LOCATED 16 MILES EAST OF PRESCOTT, 3 MILES NORTHEAST OF
 ET0865'DEWEY AT THE CREST OF THE DIVIDE ON ARIZONA HIGHWAY 169.
 ET0865'
 ET0865'THE STATION MARK IS AN ADOT DISK STAMPED DIVIDE 1980.  IT IS SET IN A
 ET0865'DRILL HOLE IN A BOULDER, 5 FEET NORTHEAST OF WITNESS POST.
 ET0865'
 ET0865'REFERENCE MARK 1 IS AN ADOT DISK STAMPED DIVIDE RM 1 1980.  IT IS SET
 ET0865'IN A DRILL HOLE IN ROCK.
 ET0865'
 ET0865'REFERENCE MARK 2 IS AN ADOT DISK STAMPED DIVIDE RM 2 1980.  IT IS SET
 ET0865'IN A DRILL HOLE IN ROCK.
 ET0865'
 ET0865'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL EAST ALONG
 ET0865'ARIZONA HIGHWAY 169 FOR 3.55 MILE TO THE TOP OF THE DIVIDE AND THE
 ET0865'STATION ON THE LEFT ON A 20 FOOT CUTBANK.
 ET0865
 ET0865                          STATION RECOVERY (2008)
 ET0865
 ET0865'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0865'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 ET0865'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0717 ***********************************************************************
 DT0717  DESIGNATION -  DIVIDE
 DT0717  PID         -  DT0717
 DT0717  STATE/COUNTY-  AZ/APACHE
 DT0717  USGS QUAD   -  NUTRIOSO (1991)
 DT0717
 DT0717                         *CURRENT SURVEY CONTROL
 DT0717  ___________________________________________________________________
 DT0717* NAD 83(1992)-  33 53 46.29706(N)    109 09 38.04991(W)     ADJUSTED  
 DT0717* NAVD 88     -      2751.6    (meters)    9028.     (feet)  VERTCON   
 DT0717  ___________________________________________________________________
 DT0717  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DT0717  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DT0717  HORZ ORDER  -  SECOND
 DT0717
 DT0717.The horizontal coordinates were established by classical geodetic methods
 DT0717.and adjusted by the National Geodetic Survey in August 1993.
 DT0717
 DT0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0717
 DT0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0717
 DT0717.The geoid height was determined by GEOID03.
 DT0717
 DT0717;                    North         East     Units Scale Factor Converg.
 DT0717;SPC AZ E     -   321,596.307   306,413.506   MT  1.00000671   +0 33 40.1
 DT0717;SPC AZ E     - 1,055,105.99  1,005,293.65   iFT  1.00000671   +0 33 40.1
 DT0717;UTM  12      - 3,752,169.157   670,084.910   MT  0.99995663   +1 01 33.9
 DT0717
 DT0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0717!SPC AZ E     -   0.99957171  x   1.00000671  =   0.99957842
 DT0717!UTM  12      -   0.99957171  x   0.99995663  =   0.99952836
 DT0717
 DT0717|---------------------------------------------------------------------|
 DT0717| PID    Reference Object                     Distance      Geod. Az  |
 DT0717|                                                           dddmmss.s |
 DT0717| CD2815 DIVIDE RM 1                           6.024 METERS 11657     |
 DT0717| CD2816 DIVIDE RM 2                          11.582 METERS 25716     |
 DT0717| DT0721 NUTRIOSO                            APPROX. 8.2 KM 3265100.0 |
 DT0717|---------------------------------------------------------------------|
 DT0717
 DT0717                          SUPERSEDED SURVEY CONTROL
 DT0717
 DT0717  NAD 83(1986)-  33 53 46.29595(N)    109 09 38.05284(W) AD(       ) 2
 DT0717  NAD 27      -  33 53 46.11182(N)    109 09 35.76819(W) AD(       ) 2
 DT0717  NGVD 29 (07/19/86) 2750.5    (m)         9024.     (f) VERT ANG    3  
 DT0717
 DT0717.Superseded values are not recommended for survey control.
 DT0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0717.See file dsdata.txt to determine how the superseded data were derived.
 DT0717
 DT0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7008552169(NAD 83)
 DT0717_MARKER: DD = SURVEY DISK
 DT0717_SETTING: 66 = SET IN ROCK OUTCROP
 DT0717_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0717+STABILITY: POSITION/ELEVATION WELL
 DT0717
 DT0717  HISTORY     - Date     Condition        Report By
 DT0717  HISTORY     - 1978     MONUMENTED       AZDT
 DT0717
 DT0717                          STATION DESCRIPTION
 DT0717
 DT0717'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0717'THE STATION IS ABOUT 5 MILES EAST SOUTHEAST OF NUTRIOSO, 3.25
 DT0717'MILES WEST SOUTHWEST OF ALPINE, ON THE ALPINE DIVIDE AND ABOUT
 DT0717'1500 FEET WEST OF U.S. HWY. 180-666.
 DT0717'
 DT0717'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE 1978
 DT0717'AND IS EPOXIED IN A DRILL HOLE IN A ROCK AND MARKED WITH A WITNESS
 DT0717'POST AND SIGN 4 FEET TO EAST.
 DT0717'
 DT0717'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 DT0717'RM 1 1978 AND IS EPOXIED TO A ROCK.
 DT0717'
 DT0717'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 DT0717'RM 2 1978 EPOXIED TO A ROCK.
 DT0717'
 DT0717'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 DT0717'NUTRIOSO, TRAVEL SOUTH ON U.S. HWY. 180-666 TO MILE POST 422.11
 DT0717'AT THE SUMMIT OF THE ALPINE DIVIDE AND A WIRE GATE ON THE RIGHT,
 DT0717'PASS THROUGH GATE AND TRAVEL ON TRAIL FOR 1.15 MILES TO A FORK,
 DT0717'TAKE LEFT FORK AND GO 0.1 MILE UP HILL TO A GATE, PASS THROUGH
 DT0717'GATE AND GO 0.1 MILE TO A SADDLE AND A DIM TRAIL LEFT, TURN
 DT0717'RIGHT AND GO 100 FEET TO A POWER LINE, TURN LEFT ON POWER LINE
 DT0717'FOR 75 FEET AND TURN RIGHT ON A DIM TRAIL PASSING TO THE
 DT0717'RIGHT OF A WATER BAR, CONTINUE 300 FEET TO A FORK, TAKE LEFT
 DT0717'FORK AND GO 0.3 MILE TO ANOTHER FORK, TAKE RIGHT FORK AND GO
 DT0717'0.1 MILE TO A FENCE AND END OF TRUCK TRAVEL.  FROM HERE, PACK
 DT0717'NORTHEAST TO HIGH POINT ON RIDGE THEN EASTERLY THROUGH A
 DT0717'SMALL SADDLE TO A ROCKY OUTCROP ON EASTERN NOSE OF RIDGE ABOVE THE
 DT0717'HWY. AND THE STATION.
 DT0717'
 DT0717'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1053 ***********************************************************************
 ES1053  DESIGNATION -  DIVIDE
 ES1053  PID         -  ES1053
 ES1053  STATE/COUNTY-  AZ/NAVAJO
 ES1053  USGS QUAD   -  TENMILE CEDARS (1970)
 ES1053
 ES1053                         *CURRENT SURVEY CONTROL
 ES1053  ___________________________________________________________________
 ES1053* NAD 83(1992)-  34 41 24.67616(N)    110 05 58.78365(W)     ADJUSTED  
 ES1053* NAVD 88     -      1739.2    (meters)    5706.     (feet)  VERTCON   
 ES1053  ___________________________________________________________________
 ES1053  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ES1053  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES1053  HORZ ORDER  -  SECOND
 ES1053
 ES1053.The horizontal coordinates were established by classical geodetic methods
 ES1053.and adjusted by the National Geodetic Survey in August 1993.
 ES1053
 ES1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1053
 ES1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1053
 ES1053.The geoid height was determined by GEOID03.
 ES1053
 ES1053;                    North         East     Units Scale Factor Converg.
 ES1053;SPC AZ E     -   409,209.833   219,499.074   MT  0.99990046   +0 02 17.3
 ES1053;SPC AZ E     - 1,342,551.95    720,141.32   iFT  0.99990046   +0 02 17.3
 ES1053;UTM  12      - 3,839,055.733   582,466.984   MT  0.99968382   +0 30 44.8
 ES1053
 ES1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1053!SPC AZ E     -   0.99973087  x   0.99990046  =   0.99963136
 ES1053!UTM  12      -   0.99973087  x   0.99968382  =   0.99941477
 ES1053
 ES1053|---------------------------------------------------------------------|
 ES1053| PID    Reference Object                     Distance      Geod. Az  |
 ES1053|                                                           dddmmss.s |
 ES1053| CD2815 DIVIDE RM 1                           7.330 METERS 09007     |
 ES1053| ES0003 P 45                                APPROX.16.3 KM 1735639.3 |
 ES1053| CD2816 DIVIDE RM 2                          10.028 METERS 27102     |
 ES1053|---------------------------------------------------------------------|
 ES1053
 ES1053                          SUPERSEDED SURVEY CONTROL
 ES1053
 ES1053  NAD 83(1986)-  34 41 24.66874(N)    110 05 58.78696(W) AD(       ) 2
 ES1053  NAD 27      -  34 41 24.55720(N)    110 05 56.36665(W) AD(       ) 2
 ES1053  NGVD 29 (07/19/86) 1738.4    (m)         5703.     (f) VERT ANG    3  
 ES1053
 ES1053.Superseded values are not recommended for survey control.
 ES1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1053.See file dsdata.txt to determine how the superseded data were derived.
 ES1053
 ES1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8246739056(NAD 83)
 ES1053_MARKER: DD = SURVEY DISK
 ES1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1053+STABILITY: SURFACE MOTION
 ES1053
 ES1053  HISTORY     - Date     Condition        Report By
 ES1053  HISTORY     - 1978     MONUMENTED       AZDT
 ES1053
 ES1053                          STATION DESCRIPTION
 ES1053
 ES1053'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ES1053'THE STATION IS ABOUT 15 MILES EAST SOUTHEAST OF HOLBROOK ON
 ES1053'A SMALL KNOLL EAST OF ARIZONA HWY. 77.
 ES1053'
 ES1053'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE 1978
 ES1053'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  STATION IS
 ES1053'1900 FEET EAST OF HWY. 77 ON A SMALL KNOLL MARKED WITH A WITNESS
 ES1053'POST AND SIGN 3.8 FEET TO NORTH.
 ES1053'
 ES1053'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 ES1053'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1053'
 ES1053'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DIVIDE
 ES1053'RM 1 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1053'
 ES1053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND
 ES1053'ARIZONA HWY. 77 IN HOLBROOK, TRAVEL SOUTH ON ARIZONA HWY. 77 FOR
 ES1053'14.9 MILES TO THE STATION ON EAST SIDE OF HWY. ON A SMALL
 ES1053'KNOLL.  ABOUT A 0.5 MILE SOUTH, THERE IS A GATE IN THE R/W FENCE
 ES1053'WHICH WILL MAKE IT POSSIBLE TO PICK WAY ACROSS COUNTY TO BASE OF
 ES1053'KNOLL.  A 10 MINUTE PACK.
 ES1053'
 ES1053'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0837 ***********************************************************************
 ES0837  DESIGNATION -  DIVIDE
 ES0837  PID         -  ES0837
 ES0837  STATE/COUNTY-  AZ/NAVAJO
 ES0837  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0837
 ES0837                         *CURRENT SURVEY CONTROL
 ES0837  ___________________________________________________________________
 ES0837* NAD 83(1992)-  34 19 58.71079(N)    110 02 55.34122(W)     ADJUSTED  
 ES0837* NAVD 88     -      1932.4    (meters)    6340.     (feet)  VERTCON   
 ES0837  ___________________________________________________________________
 ES0837  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 ES0837  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0837  HORZ ORDER  -  SECOND
 ES0837
 ES0837.The horizontal coordinates were established by classical geodetic methods
 ES0837.and adjusted by the National Geodetic Survey in August 1993.
 ES0837
 ES0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0837
 ES0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0837
 ES0837.The geoid height was determined by GEOID03.
 ES0837
 ES0837;                    North         East     Units Scale Factor Converg.
 ES0837;SPC AZ E     -   369,591.867   224,213.992   MT  0.99990145   +0 03 59.5
 ES0837;SPC AZ E     - 1,212,571.74    735,610.21   iFT  0.99990145   +0 03 59.5
 ES0837;UTM  12      - 3,799,486.353   587,507.163   MT  0.99969439   +0 32 11.6
 ES0837
 ES0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0837!SPC AZ E     -   0.99970050  x   0.99990145  =   0.99960198
 ES0837!UTM  12      -   0.99970050  x   0.99969439  =   0.99939498
 ES0837
 ES0837|---------------------------------------------------------------------|
 ES0837| PID    Reference Object                     Distance      Geod. Az  |
 ES0837|                                                           dddmmss.s |
 ES0837| ES0825 WHITE                               157.854 METERS 08106     |
 ES0837| DZ1186 DIVIDE RM 1                          21.851 METERS 21332     |
 ES0837| DZ1187 DIVIDE RM 2                          21.855 METERS 30003     |
 ES0837| ES0836 BUTTE                               APPROX. 6.9 KM 3413738.9 |
 ES0837|---------------------------------------------------------------------|
 ES0837
 ES0837                          SUPERSEDED SURVEY CONTROL
 ES0837
 ES0837  NAD 83(1986)-  34 19 58.70615(N)    110 02 55.34755(W) AD(       ) 2
 ES0837  NGVD 29 (09/20/87) 1931.5    (m)         6337.     (f) VERT ANG    3  
 ES0837
 ES0837.Superseded values are not recommended for survey control.
 ES0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0837.See file dsdata.txt to determine how the superseded data were derived.
 ES0837
 ES0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8750799486(NAD 83)
 ES0837_MARKER: DD = SURVEY DISK
 ES0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0837+STABILITY: SURFACE MOTION
 ES0837
 ES0837  HISTORY     - Date     Condition        Report By
 ES0837  HISTORY     - 1981     MONUMENTED       AZDT
 ES0837  HISTORY     - 20061103 GOOD             GEOCAC
 ES0837
 ES0837                          STATION DESCRIPTION
 ES0837
 ES0837'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0837'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF SHOW LOW ON THE CREST OF
 ES0837'A CEDAR RIDE ALONG STATE ROUTE 77 ON A GAS AND POWERLINE EASEMENT.
 ES0837'
 ES0837'THE STATION MARK IS AN ADOT DISK STAMPED---DIVIDE 1981---.  IT IS SET
 ES0837'TOP OF A CONCRETE MONUMENT 3 FEET NORTHWEST OF WITNESS POST AND 262
 ES0837'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 ES0837'
 ES0837'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---DIVIDE RM 1 1981---.  IT IS
 ES0837'IN TOP OF A CONCRETE MONUMENT.
 ES0837'
 ES0837'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---DIVIDE RM 2 1981---.  IT IS
 ES0837'IN TOP OF A CONCRETE MONUMENT.
 ES0837'
 ES0837'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST ON
 ES0837'US HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION WITH STATE ROUTE 77.  TURN
 ES0837'LEFT AND TRAVEL NORTHWEST ALONG SR 87 FOR 5.55 MILE TO A GATE ON THE
 ES0837'LEFT AT TOP OF RIDGE.  THE STATION IS 65 FEET WEST OF THE GATE.
 ES0837
 ES0837                          STATION RECOVERY (2006)
 ES0837
 ES0837'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0837'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES0837'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 ES0837'THE STATION IS LOCATED 170 FEET WEST OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1839 ***********************************************************************
 DU1839  DESIGNATION -  DIVIDE
 DU1839  PID         -  DU1839
 DU1839  STATE/COUNTY-  AZ/GILA
 DU1839  USGS QUAD   -  PICACHO COLORADO (1988)
 DU1839
 DU1839                         *CURRENT SURVEY CONTROL
 DU1839  ___________________________________________________________________
 DU1839* NAD 83(1992)-  33 45 54.69994(N)    110 44 05.13549(W)     ADJUSTED  
 DU1839* NAVD 88     -      1313.5    (meters)    4309.     (feet)  VERTCON   
 DU1839  ___________________________________________________________________
 DU1839  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DU1839  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DU1839  HORZ ORDER  -  THIRD
 DU1839
 DU1839.The horizontal coordinates were established by classical geodetic methods
 DU1839.and adjusted by the National Geodetic Survey in August 1993.
 DU1839
 DU1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1839
 DU1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1839
 DU1839.The geoid height was determined by GEOID03.
 DU1839
 DU1839;                    North         East     Units Scale Factor Converg.
 DU1839;SPC AZ E     -   306,756.753   160,737.798   MT  0.99993413   -0 18 56.7
 DU1839;SPC AZ E     - 1,006,419.79    527,354.98   iFT  0.99993413   -0 18 56.7
 DU1839;UTM  12      - 3,736,153.296   524,561.575   MT  0.99960744   +0 08 50.7
 DU1839
 DU1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1839!SPC AZ E     -   0.99979798  x   0.99993413  =   0.99973212
 DU1839!UTM  12      -   0.99979798  x   0.99960744  =   0.99940550
 DU1839
 DU1839:                Primary Azimuth Mark                     Grid Az
 DU1839:SPC AZ E     -  BLACK                                    228 14 51.4
 DU1839:UTM  12      -  BLACK                                    227 47 04.0
 DU1839
 DU1839|---------------------------------------------------------------------|
 DU1839| PID    Reference Object                     Distance      Geod. Az  |
 DU1839|                                                           dddmmss.s |
 DU1839| DU2015 BLACK                               APPROX.19.5 KM 2275554.7 |
 DU1839| DU1860 DIVIDE RM 1                           9.342 METERS 24631     |
 DU1839| DU1861 DIVIDE RM 2                          12.040 METERS 33043     |
 DU1839|---------------------------------------------------------------------|
 DU1839
 DU1839                          SUPERSEDED SURVEY CONTROL
 DU1839
 DU1839  NAD 83(1986)-  33 45 54.69360(N)    110 44 05.13866(W) AD(       ) 3
 DU1839  NGVD 29 (09/20/88) 1312.9    (m)         4307.     (f) VERT ANG    3  
 DU1839
 DU1839.Superseded values are not recommended for survey control.
 DU1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1839.See file dsdata.txt to determine how the superseded data were derived.
 DU1839
 DU1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2456236153(NAD 83)
 DU1839_MARKER: DS = TRIANGULATION STATION DISK
 DU1839_SETTING: 80 = SET IN A BOULDER
 DU1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1839+STABILITY: SURFACE MOTION
 DU1839
 DU1839  HISTORY     - Date     Condition        Report By
 DU1839  HISTORY     - 1946     MONUMENTED       USGS
 DU1839  HISTORY     - 1966     GOOD             USGS
 DU1839
 DU1839                          STATION DESCRIPTION
 DU1839
 DU1839'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1839'LOCATED ABOUT 26 MI N. OF MIAMI, 5 MI NE. OF GLENN R. ELLISON
 DU1839'RANCH.  ON FLAT-TOPPED RIDGE BETWEEN CHERRY CREEK AND MUD SPRINGS
 DU1839'DRAW.
 DU1839'
 DU1839'STATION MARK--STANDARD TABLET STAMPED---DIVIDE 1946---, CEMENTED IN
 DU1839'ROCK.
 DU1839'
 DU1839'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1839'
 DU1839'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 DU1839
 DU1839                          STATION RECOVERY (1966)
 DU1839
 DU1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU1839'RECOVERED AS DESCRIBED BY USGS.
 DU1839'
 DU1839'TO REACH FROM INTERSECTION OF U.S. HWYS. 60, 70 AND STATE HWY.
 DU1839'80, DRIVE 14.7 MI N. ON STATE HWY. 80.  AT INTERSECTION WITH STATE
 DU1839'HWY. 288 DRIVE 6.8 MI ON STATE HWY. 288 TO CHERRY CREEK RD.  TURN
 DU1839'RIGHT ON CHERRY CREEK RD. 14.1 MI TO T-RD. (2.1 MI FROM CHERRY
 DU1839'CREEK X-ING.).  TURN RIGHT 5.2 MI E. TO STATION.  ABOUT 200 FT. E.
 DU1839'OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1861 ***********************************************************************
 DV1861  DESIGNATION -  DIXIE
 DV1861  PID         -  DV1861
 DV1861  STATE/COUNTY-  AZ/MARICOPA
 DV1861  USGS QUAD   -  NEW RIVER SE (1981)
 DV1861
 DV1861                         *CURRENT SURVEY CONTROL
 DV1861  ___________________________________________________________________
 DV1861* NAD 83(1992)-  33 45 05.27983(N)    112 05 13.57767(W)     ADJUSTED  
 DV1861* NAVD 88     -       695.0    (meters)    2280.     (feet)  VERTCON   
 DV1861  ___________________________________________________________________
 DV1861  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DV1861  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DV1861  HORZ ORDER  -  SECOND
 DV1861
 DV1861.The horizontal coordinates were established by classical geodetic methods
 DV1861.and adjusted by the National Geodetic Survey in August 1993.
 DV1861
 DV1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1861
 DV1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1861
 DV1861.The geoid height was determined by GEOID03.
 DV1861
 DV1861;                    North         East     Units Scale Factor Converg.
 DV1861;SPC AZ C     -   305,102.297   197,569.961   MT  0.99990307   -0 05 40.9
 DV1861;SPC AZ C     - 1,000,991.79    648,195.41   iFT  0.99990307   -0 05 40.9
 DV1861;UTM  12      - 3,735,130.375   399,314.459   MT  0.99972497   -0 36 14.5
 DV1861
 DV1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1861!SPC AZ C     -   0.99989550  x   0.99990307  =   0.99979858
 DV1861!UTM  12      -   0.99989550  x   0.99972497  =   0.99962050
 DV1861
 DV1861|---------------------------------------------------------------------|
 DV1861| PID    Reference Object                     Distance      Geod. Az  |
 DV1861|                                                           dddmmss.s |
 DV1861| CR7741 DIXIE RM 1                           11.129 METERS 17230     |
 DV1861| DV1862 DIXIE AZ MK                         APPROX. 2.4 KM 2375455.9 |
 DV1861| CR7742 DIXIE RM 2                           14.939 METERS 34317     |
 DV1861|---------------------------------------------------------------------|
 DV1861
 DV1861                          SUPERSEDED SURVEY CONTROL
 DV1861
 DV1861  NAD 83(1986)-  33 45 05.27421(N)    112 05 13.58216(W) AD(       ) 2
 DV1861  NGVD 29 (07/20/87)  694.4    (m)         2278.     (f) VERT ANG    3  
 DV1861
 DV1861.Superseded values are not recommended for survey control.
 DV1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1861.See file dsdata.txt to determine how the superseded data were derived.
 DV1861
 DV1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9931435130(NAD 83)
 DV1861_MARKER: DS = TRIANGULATION STATION DISK
 DV1861_SETTING: 66 = SET IN ROCK OUTCROP
 DV1861_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1861+STABILITY: POSITION/ELEVATION WELL
 DV1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1861+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2008
 DV1861
 DV1861  HISTORY     - Date     Condition        Report By
 DV1861  HISTORY     - 1986     MONUMENTED       AZDT
 DV1861  HISTORY     - 20061124 GOOD             USPSQD
 DV1861  HISTORY     - 20081110 GOOD             GEOCAC
 DV1861
 DV1861                          STATION DESCRIPTION
 DV1861
 DV1861'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1861'THE STATION IS LOCATED 4 MILES NORTH OF DEER VALLEY AIRPORT, 2.5
 DV1861'MILES EAST OF INTERSTATE HIGHWAY 17 AND ABOUT 2 MILES NORTHEAST OF THE
 DV1861'CAP CANEL.  IT IS ON TOP OF A HILL WITH GOOD VISABILITY IN ALL
 DV1861'DIRECTIONS.
 DV1861'
 DV1861'THE STATION MARK IS AN AZDT DISK STAMPED---DIXIE 1986---.  IT IS SET
 DV1861'IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF THE HILL.
 DV1861'
 DV1861'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DIXIE RM 1 1986---.  IT IS
 DV1861'SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT 12 FEET LOWER
 DV1861'THAN THE STATION.
 DV1861'
 DV1861'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DIXIE RM 2 1986---.  IT IS
 DV1861'SET IN A LARGE BOULDER WHICH IS ABOUT 3 FEET LOWER THAN THE STATION.
 DV1861'
 DV1861'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---DIXIE AZ 1986---.  IT IS
 DV1861'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE SOUTH WALKWAY OF A
 DV1861'CAP CANEL BRIDGE.
 DV1861'
 DV1861'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND HAPPY VALLEY
 DV1861'ROAD INTERCHANGE A FEW MILES NORTH OF PHOENIX TRAVEL NORTH ALONG THE
 DV1861'EAST FRONTAGE ROAD FOR 1.0 MILE TO A BLADED ROAD ON THE RIGHT.  TURN
 DV1861'RIGHT AND TRAVEL EAST AND NORTH FOR 1.3 MILES TO THE CAP CANEL.  THE
 DV1861'AZIMUTH MARK IS ON THE CAP BRIDGE.  BEAR LEFT AND TRAVEL NORTH FOR 0.5
 DV1861'MILE TO A TRACK CROSS ROAD.  TURN RIGHT AND TRAVEL EAST FOR 0.6 MILE
 DV1861'TO A SHARP RIGHT TURN LEADING SOUTH UP A SMALL STEEP HILL AND END OF
 DV1861'TRUCK TRAVEL.  PACK EAST ALONG THE SOUTH SIDE OF A DRAIN FOR ABOUT 1/2
 DV1861'MILE TO THE BASE OF A HILL, CONTINUE NORTHEAST TO THE TOP OF THE HILL
 DV1861'AND STATION.
 DV1861
 DV1861                          STATION RECOVERY (2006)
 DV1861
 DV1861'RECOVERY NOTE BY US POWER SQUADRON 2006 (MMB)
 DV1861'RECOVERED IN GOOD CONDITION.
 DV1861
 DV1861                          STATION RECOVERY (2008)
 DV1861
 DV1861'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1861'RECOVERED STATION DIXIE ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DV1861'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2230 ***********************************************************************
 DV2230  DESIGNATION -  DOBB
 DV2230  PID         -  DV2230
 DV2230  STATE/COUNTY-  AZ/MARICOPA
 DV2230  USGS QUAD   -  LAVEEN (1973)
 DV2230
 DV2230                         *CURRENT SURVEY CONTROL
 DV2230  ___________________________________________________________________
 DV2230* NAD 83(2007)-  33 21 38.43044(N)    112 11 10.18623(W)     ADJUSTED  
 DV2230* NAVD 88     -       313.6    (meters)    1029.     (feet)  VERTCON   
 DV2230  ___________________________________________________________________
 DV2230  EPOCH DATE  -        2007.00
 DV2230  X           -  -2,013,764.314 (meters)                     COMP
 DV2230  Y           -  -4,937,987.389 (meters)                     COMP
 DV2230  Z           -   3,487,593.974 (meters)                     COMP
 DV2230  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DV2230  ELLIP HEIGHT-         283.559 (meters)          (02/10/07) ADJUSTED
 DV2230  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2230
 DV2230  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2230  Type    PID    Designation                      North   East  Ellip
 DV2230  -------------------------------------------------------------------
 DV2230  NETWORK DV2230 DOBB                              2.57   1.84   4.12
 DV2230  -------------------------------------------------------------------
 DV2230
 DV2230.The horizontal coordinates were established by GPS observations
 DV2230.and adjusted by the National Geodetic Survey in February 2007.
 DV2230
 DV2230.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2230.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2230.The horizontal coordinates are valid at the epoch date displayed above.
 DV2230.The epoch date for horizontal control is a decimal equivalence
 DV2230.of Year/Month/Day.
 DV2230
 DV2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2230
 DV2230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2230
 DV2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2230
 DV2230.The ellipsoidal height was determined by GPS observations
 DV2230.and is referenced to NAD 83.
 DV2230
 DV2230.The geoid height was determined by GEOID03.
 DV2230
 DV2230;                    North         East     Units Scale Factor Converg.
 DV2230;SPC AZ C     -   261,781.615   188,280.158   MT  0.99990775   -0 08 53.5
 DV2230;SPC AZ C     -   858,863.57    617,717.05   iFT  0.99990775   -0 08 53.5
 DV2230;UTM  12      - 3,691,900.809   389,643.503   MT  0.99975015   -0 39 08.4
 DV2230
 DV2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2230!SPC AZ C     -   0.99995548  x   0.99990775  =   0.99986324
 DV2230!UTM  12      -   0.99995548  x   0.99975015  =   0.99970565
 DV2230
 DV2230                          SUPERSEDED SURVEY CONTROL
 DV2230
 DV2230  ELLIP H (06/11/02)  283.586  (m)                       GP(       ) 4 2
 DV2230  NAD 83(1992)-  33 21 38.42915(N)    112 11 10.18640(W) AD(       ) 1
 DV2230  ELLIP H (08/23/93)  283.642  (m)                       GP(       ) 4 2
 DV2230  NAD 83(1986)-  33 21 38.42310(N)    112 11 10.19170(W) AD(       ) 1
 DV2230  NGVD 29 (09/11/89)  313.0    (m)         1027.     (f) GPS OBS     3  
 DV2230
 DV2230.Superseded values are not recommended for survey control.
 DV2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2230.See file dsdata.txt to determine how the superseded data were derived.
 DV2230
 DV2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8964491901(NAD 83)
 DV2230_MARKER: DD = SURVEY DISK
 DV2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2230+STABILITY: SURFACE MOTION
 DV2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2230+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2230
 DV2230  HISTORY     - Date     Condition        Report By
 DV2230  HISTORY     - 1986     MONUMENTED       AZDT
 DV2230  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV2230
 DV2230                          STATION DESCRIPTION
 DV2230
 DV2230'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2230'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) EAST-SOUTHEAST OF LAVEEN,
 DV2230'ARIZONA.
 DV2230'
 DV2230'TO REACH THE STATION FROM THE INTERSECTION OF 51ST AVENUE AND
 DV2230'DOBBINS ROAD, GO WEST ON DOBBINS ROAD FOR 1.6 KM (1 MI) TO 59TH
 DV2230'AVENUE, TURN LEFT ON 59TH AVENUE AND GO SOUTH FOR 0.24 KM (0.15 MI)
 DV2230'TO THE STATION ON THE LEFT.
 DV2230'
 DV2230'THE STATION IS A STANDARD AGS DISK
 DV2230'STAMPED---DOBB 1986---,
 DV2230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2230'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DV2230'9.57 METERS (31.4 FT) EAST FROM THE CENTERLINE OF 59TH AVENUE,
 DV2230'0.52 METERS (1.7 FT) WEST FROM A NORTH-SOUTH FENCE,
 DV2230'1.43 METERS (4.7 FT) SOUTH-SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2230'1.43 METERS (4.7 FT) NORTH-NORTHWEST FROM A WITNESS POST AND SIGN.
 DV2230'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2230'STAMPED---DOBB 1986---,
 DV2230'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2230
 DV2230                          STATION RECOVERY (2007)
 DV2230
 DV2230'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2230'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2230'SURFACE MARK. NO WITNESS POSTS OR FENCE AT THE DESCRIBED LOCATION.
 DV2230'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0532 ***********************************************************************
 ER0532  DESIGNATION -  DOBBS
 ER0532  PID         -  ER0532
 ER0532  STATE/COUNTY-  AZ/APACHE
 ER0532  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0532
 ER0532                         *CURRENT SURVEY CONTROL
 ER0532  ___________________________________________________________________
 ER0532* NAD 83(1992)-  34 16 22.53838(N)    109 45 31.71260(W)     ADJUSTED  
 ER0532* NAVD 88     -      2105.7    (meters)    6908.     (feet)  VERTCON   
 ER0532  ___________________________________________________________________
 ER0532  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 ER0532  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 ER0532  HORZ ORDER  -  SECOND
 ER0532
 ER0532.The horizontal coordinates were established by classical geodetic methods
 ER0532.and adjusted by the National Geodetic Survey in August 1993.
 ER0532
 ER0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0532
 ER0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0532
 ER0532.The geoid height was determined by GEOID03.
 ER0532
 ER0532;                    North         East     Units Scale Factor Converg.
 ER0532;SPC AZ E     -   363,000.520   250,915.264   MT  0.99991738   +0 13 46.9
 ER0532;SPC AZ E     - 1,190,946.59    823,212.81   iFT  0.99991738   +0 13 46.9
 ER0532;UTM  12      - 3,793,115.273   614,256.707   MT  0.99976092   +0 41 56.5
 ER0532
 ER0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0532!SPC AZ E     -   0.99967319  x   0.99991738  =   0.99959060
 ER0532!UTM  12      -   0.99967319  x   0.99976092  =   0.99943419
 ER0532
 ER0532:                Primary Azimuth Mark                     Grid Az
 ER0532:SPC AZ E     -  STEVENS                                  097 27 55.0
 ER0532:UTM  12      -  STEVENS                                  096 59 45.4
 ER0532
 ER0532|---------------------------------------------------------------------|
 ER0532| PID    Reference Object                     Distance      Geod. Az  |
 ER0532|                                                           dddmmss.s |
 ER0532| ER0512 STEVENS                             APPROX. 1.7 KM 0974141.9 |
 ER0532| CD2817 DOBBS RM 1                            9.628 METERS 11807     |
 ER0532| CD2818 DOBBS RM 2                            9.788 METERS 25724     |
 ER0532|---------------------------------------------------------------------|
 ER0532
 ER0532                          SUPERSEDED SURVEY CONTROL
 ER0532
 ER0532  NAD 83(1986)-  34 16 22.53581(N)    109 45 31.72002(W) AD(       ) 2
 ER0532  NAD 27      -  34 16 22.38246(N)    109 45 29.34859(W) AD(       ) 2
 ER0532  NGVD 29 (07/19/86) 2104.8    (m)         6905.     (f) VERT ANG    3  
 ER0532
 ER0532.Superseded values are not recommended for survey control.
 ER0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0532.See file dsdata.txt to determine how the superseded data were derived.
 ER0532
 ER0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1425793115(NAD 83)
 ER0532_MARKER: DD = SURVEY DISK
 ER0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0532+STABILITY: SURFACE MOTION
 ER0532
 ER0532  HISTORY     - Date     Condition        Report By
 ER0532  HISTORY     - 1979     MONUMENTED       AZDT
 ER0532  HISTORY     - 20050729 GOOD             USPSQD
 ER0532
 ER0532                          STATION DESCRIPTION
 ER0532
 ER0532'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0532'THE STATION IS LOCATED ABOUT 29 MILES WEST-NORTHWEST OF SPRINGERVILLE,
 ER0532'17 MILES WEST-SOUTHWEST OF CONCHO ALONG U.S. HIGHWAY 60.
 ER0532'
 ER0532'THE STATION MARK IS AN ADOT DISK STAMPED---DOBBS 1979---IT IS SET IN
 ER0532'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 62 FEET SOUTH OF THE CENTER
 ER0532'LINE OF THE HIGHWAY AND 3.7 FEET NORTH OF THE WITNESS POST.
 ER0532'
 ER0532'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---DOBBS RM 1 1979---IT IS
 ER0532'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 73 FEET SOUTH OF
 ER0532'THE CENTERLINE OF THE HIGHWAY.
 ER0532'
 ER0532'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---DOBBS RM 2 1979---IT IS
 ER0532'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 73 FEET SOUTH OF
 ER0532'THE CENTERLINE OF THE HIGHWAY.
 ER0532'
 ER0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 77 AND 260
 ER0532'IN SHOW LOW, TRAVEL EAST ALONG U.S. 60 FOR 11 MILES TO THE JUNCTION OF
 ER0532'U.S.60 AND SR 61.  BEAR RIGHT ALONG U.S. 60 FOR 4.5 MILES TO MILE POST
 ER0532'357.5 AND THE STATION ON THE RIGHT.
 ER0532
 ER0532                          STATION RECOVERY (2005)
 ER0532
 ER0532'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0532'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0970 ***********************************************************************
 EU0970  DESIGNATION -  DOCK
 EU0970  PID         -  EU0970
 EU0970  STATE/COUNTY-  AZ/LA PAZ
 EU0970  USGS QUAD   -  PARKER (1975)
 EU0970
 EU0970                         *CURRENT SURVEY CONTROL
 EU0970  ___________________________________________________________________
 EU0970* NAD 83(1992)-  34 10 09.36418(N)    114 16 04.17127(W)     ADJUSTED  
 EU0970* NAVD 88     -       112.2    (meters)     368.     (feet)  VERTCON   
 EU0970  ___________________________________________________________________
 EU0970  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 EU0970  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EU0970  HORZ ORDER  -  THIRD
 EU0970
 EU0970.The horizontal coordinates were established by classical geodetic methods
 EU0970.and adjusted by the National Geodetic Survey in August 1993.
 EU0970
 EU0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0970
 EU0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0970
 EU0970.The geoid height was determined by GEOID03.
 EU0970
 EU0970;                    North         East     Units Scale Factor Converg.
 EU0970;SPC AZ W     -   351,560.706   165,618.855   MT  0.99996142   -0 17 27.0
 EU0970;SPC AZ W     - 1,153,414.39    543,368.95   iFT  0.99996142   -0 17 27.0
 EU0970;SPC CA 5     -   580,626.330 2,344,022.508   MT  0.99997332   +2 07 38.6
 EU0970;SPC CA 5     - 1,904,938.22  7,690,347.18   sFT  0.99997332   +2 07 38.6
 EU0970;SPC CA 6     -   723,842.702 2,182,758.764   MT  1.00006028   +1 05 21.3
 EU0970;SPC CA 6     - 2,374,807.26  7,161,267.71   sFT  1.00006028   +1 05 21.3
 EU0970;UTM  11      - 3,784,298.299   751,844.357   MT  1.00038191   +1 32 07.1
 EU0970
 EU0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0970!SPC AZ W     -   0.99998729  x   0.99996142  =   0.99994871
 EU0970!SPC CA 5     -   0.99998729  x   0.99997332  =   0.99996061
 EU0970!SPC CA 6     -   0.99998729  x   1.00006028  =   1.00004757
 EU0970!UTM  11      -   0.99998729  x   1.00038191  =   1.00036920
 EU0970
 EU0970|---------------------------------------------------------------------|
 EU0970| PID    Reference Object                     Distance      Geod. Az  |
 EU0970|                                                           dddmmss.s |
 EU0970| CC4658 DOCK RM 1                             6.451 METERS 16018     |
 EU0970| CC4659 DOCK RM 2                             6.433 METERS 25458     |
 EU0970| EU0977 FILL                                APPROX. 1.5 KM 2742908.2 |
 EU0970|---------------------------------------------------------------------|
 EU0970
 EU0970                          SUPERSEDED SURVEY CONTROL
 EU0970
 EU0970  NAD 83(1986)-  34 10 09.36507(N)    114 16 04.17724(W) AD(       ) 3
 EU0970  NAD 27      -  34 10 09.30826(N)    114 16 01.35839(W) AD(       ) 3
 EU0970  NGVD 29 (07/19/86)  111.6    (m)          366.     (f) VERT ANG    3  
 EU0970
 EU0970.Superseded values are not recommended for survey control.
 EU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0970.See file dsdata.txt to determine how the superseded data were derived.
 EU0970
 EU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5184484298(NAD 83)
 EU0970_MARKER: DS = TRIANGULATION STATION DISK
 EU0970_SETTING: 0 = UNSPECIFIED SETTING
 EU0970
 EU0970  HISTORY     - Date     Condition        Report By
 EU0970  HISTORY     - 1964     MONUMENTED       CGS
 EU0970
 EU0970                          STATION DESCRIPTION
 EU0970
 EU0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0970'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF PARKER, 2
 EU0970'MILES EAST OF EARP, CALIFORNIA, AND ON THE SOUTHEAST SHORE
 EU0970'LINE OF THE COLORADO RIVER.  IT IS INSIDE THE FENCED AREA OF
 EU0970'THE BLUE WATER MARINE PARK ON PROPERTY OF THE COLORADO RIVER
 EU0970'INDIAN RESERVATION.
 EU0970'
 EU0970'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA
 EU0970'AVENUE AND RIVER SIDE ROAD (SPUR 95 AND STATE HIGHWAY 95)
 EU0970'IN PARKER, GO NORTHEASTERLY ON RIVER SIDE ROAD (STATE HIGHWAY
 EU0970'95) FOR 1.95 MILES TO THE WEST ENTRANCE GATE OF THE BLUE WATER
 EU0970'MARINE PARK ON THE LEFT.  TURN LEFT, PASSING THROUGH THE
 EU0970'GATE, AND GO NORTHEAST FOR 0.05 MILE TO THE JUDGES STAND
 EU0970'AND THE STATION ON THE NORTHEAST CORNER AS DESCRIBED.
 EU0970'
 EU0970'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE,
 EU0970'SET FLUSH WITH THE CONCRETE FOUNDATION AND IS STAMPED DOCK
 EU0970'1964.  IT IS 2.6 FEET NORTH OF THE NORTH CORNER OF THE JUDGES
 EU0970'STAND, 1.8 FEET SOUTHWEST OF THE NORTHEAST EDGE AND 1.8 FEET
 EU0970'SOUTHEAST OF THE NORTHWEST EDGE OF THE FOUNDATION.
 EU0970'
 EU0970'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 EU0970'HOLE, SET FLUSH WITH THE CONCRETE FOUNDATION AND IS STAMPED
 EU0970'DOCK NO 1 1964.  IT IS 3.8 FEET EAST OF THE EAST CORNER OF THE
 EU0970'JUDGES STAND, 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE AND 1 FOOT
 EU0970'NORTHWEST OF THE SOUTHEAST EDGE OF THE FOUNDATION.
 EU0970'
 EU0970'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 EU0970'HOLE, SET FLUSH WITH THE CONCRETE FOUNDATION AND IS STAMPED
 EU0970'DOCK NO 2 1964.  IT IS 3.8 FEET WEST OF THE WEST CORNER OF THE
 EU0970'JUDGES STAND, 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE AND 1 FOOT
 EU0970'NORTHEAST OF THE SOUTHWEST EDGE OF THE FOUNDATION.
 EU0970'
 EU0970'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 EU0970'
 EU0970'THIS STATION WAS USED TO LOCATE BDRY. PT. NO. 7 CALIF-ARIZ
 EU0970'WHICH IS IN THE CENTER OF THE COLORADO RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0249 ***********************************************************************
 GO0249  DESIGNATION -  DOG
 GO0249  PID         -  GO0249
 GO0249  STATE/COUNTY-  AZ/APACHE
 GO0249  USGS QUAD   -  MANY FARMS SW (1968)
 GO0249
 GO0249                         *CURRENT SURVEY CONTROL
 GO0249  ___________________________________________________________________
 GO0249* NAD 83(1992)-  36 17 01.19459(N)    109 38 34.89185(W)     ADJUSTED  
 GO0249* NAVD 88     -      1765.7    (meters)    5793.     (feet)  VERTCON   
 GO0249  ___________________________________________________________________
 GO0249  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GO0249  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GO0249  HORZ ORDER  -  THIRD
 GO0249
 GO0249.The horizontal coordinates were established by classical geodetic methods
 GO0249.and adjusted by the National Geodetic Survey in August 1993.
 GO0249
 GO0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0249
 GO0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0249
 GO0249.The geoid height was determined by GEOID03.
 GO0249
 GO0249;                    North         East     Units Scale Factor Converg.
 GO0249;SPC AZ E     -   586,112.899   260,399.249   MT  0.99992725   +0 18 35.6
 GO0249;SPC AZ E     - 1,922,942.58    854,328.24   iFT  0.99992725   +0 18 35.6
 GO0249;UTM  12      - 4,016,265.910   621,864.840   MT  0.99978298   +0 48 11.3
 GO0249
 GO0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0249!SPC AZ E     -   0.99972616  x   0.99992725  =   0.99965343
 GO0249!UTM  12      -   0.99972616  x   0.99978298  =   0.99950920
 GO0249
 GO0249:                Primary Azimuth Mark                     Grid Az
 GO0249:SPC AZ E     -  VALLEY                                   091 14 20.9
 GO0249:UTM  12      -  VALLEY                                   090 44 45.2
 GO0249
 GO0249|---------------------------------------------------------------------|
 GO0249| PID    Reference Object                     Distance      Geod. Az  |
 GO0249|                                                           dddmmss.s |
 GO0249| GO0278 VALLEY                              APPROX. 6.3 KM 0913256.5 |
 GO0249|---------------------------------------------------------------------|
 GO0249
 GO0249                          SUPERSEDED SURVEY CONTROL
 GO0249
 GO0249  NAD 83(1986)-  36 17 01.19521(N)    109 38 34.88984(W) AD(       ) 3
 GO0249  NGVD 29 (08/22/88) 1764.8    (m)         5790.     (f) VERT ANG    3  
 GO0249
 GO0249.Superseded values are not recommended for survey control.
 GO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0249.See file dsdata.txt to determine how the superseded data were derived.
 GO0249
 GO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF2186516266(NAD 83)
 GO0249_MARKER: DS = TRIANGULATION STATION DISK
 GO0249_SETTING: 80 = SET IN A BOULDER
 GO0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0249+STABILITY: SURFACE MOTION
 GO0249
 GO0249  HISTORY     - Date     Condition        Report By
 GO0249  HISTORY     - 1949     MONUMENTED       USGS
 GO0249  HISTORY     - 1955     GOOD             USGS
 GO0249  HISTORY     - 1968     GOOD             USGS
 GO0249
 GO0249                          STATION DESCRIPTION
 GO0249
 GO0249'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0249'LOCATED ABOUT 8 MI N. AND 5 MI W. OF CHINLE INDIAN SCHOOL.  ON RIM
 GO0249'OF MESA W. OF CHINLE VALLEY RD., ON SMALL MESA PROMONTORY ABOUT
 GO0249'15 FT FROM MESA DROP OFF.
 GO0249'
 GO0249'SEE 1955 RECOVERY FOR TO REACH.
 GO0249'
 GO0249'STATION MARK--STANDARD TABLET STAMPED---DOG 1949---, CEMENTED IN
 GO0249'SMALL BOULDER.
 GO0249'
 GO0249'RM 1--STANDARD RM TABLET STAMPED---1---, IN SMALL BOULDER.
 GO0249'
 GO0249'RM 2--STANDARD RM TABLET STAMPED---2---, IN SMALL BOULDER.
 GO0249
 GO0249                          STATION RECOVERY (1955)
 GO0249
 GO0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0249'DESCRIBED BY USGS IN 1949.  CHINLE INDIAN SCHOOL IN 1949
 GO0249'LOCATED IS NOW CHINLE POST OFFICE.  RMS NOT FOUND.  NEW RMS
 GO0249'SET.
 GO0249'
 GO0249'TO REACH FROM CHINLE POST OFFICE, DRIVE 1.2 MI W. TO RD. FORKS.
 GO0249'TURN RIGHT TOWARD MANY FARMS 11.2 MI TO FORKS TO ROUGH ROCK.  TAKE
 GO0249'LEFT FORK 2.2 MI TO TRACK RD. LEFT.  LEAVE MAIN-TRAVELED RD. S.
 GO0249'0.3 MI TO WIRE GATE IN FENCE, CONTINUE 0.2 MI ACROSS DEEP WASH.
 GO0249'TURN E. UP SLOPE ALONG RIM ABOUT 70 FT E. OF MAN-MADE CEMENT AND
 GO0249'ROCK WALL.  FOLLOW RIM OF MESA 2.6 MI TO STATION.
 GO0249'
 GO0249'RM 1--STANDARD RM TABLET STAMPED---DOG RESET 1955 NO 1---, CEMENTED
 GO0249'IN ROCK.
 GO0249'
 GO0249'RM 2--STANDARD RM TABLET STAMPED---DOG RESET 1955 NO 2---, CEMENTED
 GO0249'IN ROCK.
 GO0249
 GO0249                          STATION RECOVERY (1968)
 GO0249
 GO0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0249'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1277 ***********************************************************************
 DA1277  DESIGNATION -  DOGIE
 DA1277  PID         -  DA1277
 DA1277  STATE/COUNTY-  AZ/MARICOPA
 DA1277  USGS QUAD   -  BLACK GAP (1986)
 DA1277
 DA1277                         *CURRENT SURVEY CONTROL
 DA1277  ___________________________________________________________________
 DA1277* NAD 83(1992)-  32 50 10.22142(N)    112 49 06.32244(W)     ADJUSTED  
 DA1277* NAVD 88     -       363.9    (meters)    1194.     (feet)  VERTCON   
 DA1277  ___________________________________________________________________
 DA1277  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DA1277  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA1277  HORZ ORDER  -  THIRD
 DA1277
 DA1277.The horizontal coordinates were established by classical geodetic methods
 DA1277.and adjusted by the National Geodetic Survey in August 1993.
 DA1277
 DA1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1277
 DA1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1277
 DA1277.The geoid height was determined by GEOID03.
 DA1277
 DA1277;                    North         East     Units Scale Factor Converg.
 DA1277;SPC AZ C     -   203,944.654   128,939.578   MT  0.99998785   -0 29 20.4
 DA1277;SPC AZ C     -   669,109.76    423,030.11   iFT  0.99998785   -0 29 20.4
 DA1277;UTM  12      - 3,634,590.026   329,805.404   MT  0.99995717   -0 59 10.5
 DA1277
 DA1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1277!SPC AZ C     -   0.99994777  x   0.99998785  =   0.99993562
 DA1277!UTM  12      -   0.99994777  x   0.99995717  =   0.99990495
 DA1277
 DA1277:                Primary Azimuth Mark                     Grid Az
 DA1277:SPC AZ C     -  MITCH RESET                              069 25 08.7
 DA1277:UTM  12      -  MITCH RESET                              069 54 58.8
 DA1277
 DA1277|---------------------------------------------------------------------|
 DA1277| PID    Reference Object                     Distance      Geod. Az  |
 DA1277|                                                           dddmmss.s |
 DA1277| DA1546 MITCH RESET                         APPROX.24.9 KM 0685548.3 |
 DA1277|---------------------------------------------------------------------|
 DA1277
 DA1277                          SUPERSEDED SURVEY CONTROL
 DA1277
 DA1277  NAD 83(1986)-  32 50 10.21266(N)    112 49 06.32733(W) AD(       ) 3
 DA1277  NGVD 29 (06/20/88)  363.3    (m)         1192.     (f) VERT ANG    3  
 DA1277
 DA1277.Superseded values are not recommended for survey control.
 DA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1277.See file dsdata.txt to determine how the superseded data were derived.
 DA1277
 DA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2980534590(NAD 83)
 DA1277_MARKER: DS = TRIANGULATION STATION DISK
 DA1277_SETTING: 80 = SET IN A BOULDER
 DA1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1277+STABILITY: SURFACE MOTION
 DA1277
 DA1277  HISTORY     - Date     Condition        Report By
 DA1277  HISTORY     - 1948     MONUMENTED       USGS
 DA1277
 DA1277                          STATION DESCRIPTION
 DA1277
 DA1277'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1277'LOCATED ABOUT 10.0 MI SW. OF GILA BEND, 4.0 MI N. OF BLACK GAP.
 DA1277'ON TOP OF SMALL RANGE OF LOW HILLS.
 DA1277'
 DA1277'TO REACH FROM GILA BEND, DRIVE 11.0 MI SW. ALONG STATE HWY. 85 TO
 DA1277'FIRST SMALL ROCKY HILLS ON SOUTH SIDE OF RD.  TURN NW. 2.5 MI
 DA1277'CROSS-COUNTRY TO BASE OF ISOLATED GROUP OF LOW BLACK HILLS.  PACK
 DA1277'UP EAST SLOPE TO HIGHEST POINT AND STATION.  ABOUT A 10-MINUTE
 DA1277'PACK.
 DA1277'
 DA1277'STATION MARK--STANDARD TABLET STAMPED---DOGIE 1948---, CEMENTED IN
 DA1277'TOP OF NATURALLY-EMBEDDED ROCK.
 DA1277'
 DA1277'RM 1--STANDARD RM TABLET STAMPED---DOGIE NO 1 1948---, CEMENTED IN
 DA1277'TOP OF LARGE BOULDER.
 DA1277'
 DA1277'RM 2--STANDARD RM TABLET STAMPED---DOGIE NO 2 1948---, CEMENTED IN
 DA1277'TOP OF NATURALLY-EMBEDDED ROCK.
 DA1277'
 DA1277'1968 NOTE BY USE--RM 2 BOULDER IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0850 ***********************************************************************
 ES0850  DESIGNATION -  DOGIE
 ES0850  PID         -  ES0850
 ES0850  STATE/COUNTY-  AZ/COCONINO
 ES0850  USGS QUAD   -  QUAYLE HILL (1971)
 ES0850
 ES0850                         *CURRENT SURVEY CONTROL
 ES0850  ___________________________________________________________________
 ES0850* NAD 83(1992)-  34 40 42.12729(N)    111 06 44.46445(W)     ADJUSTED  
 ES0850* NAVD 88     -      2040.0    (meters)    6693.     (feet)  VERTCON   
 ES0850  ___________________________________________________________________
 ES0850  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 ES0850  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0850  HORZ ORDER  -  SECOND
 ES0850
 ES0850.The horizontal coordinates were established by classical geodetic methods
 ES0850.and adjusted by the National Geodetic Survey in August 1993.
 ES0850
 ES0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0850
 ES0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0850
 ES0850.The geoid height was determined by GEOID03.
 ES0850
 ES0850;                    North         East     Units Scale Factor Converg.
 ES0850;SPC AZ C     -   408,191.123   287,064.118   MT  0.99996693   +0 27 27.5
 ES0850;SPC AZ C     - 1,339,209.72    941,811.41   iFT  0.99996693   +0 27 27.5
 ES0850;UTM  12      - 3,837,382.062   489,707.807   MT  0.99960131   -0 03 50.1
 ES0850
 ES0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0850!SPC AZ C     -   0.99968358  x   0.99996693  =   0.99965052
 ES0850!UTM  12      -   0.99968358  x   0.99960131  =   0.99928502
 ES0850
 ES0850:                Primary Azimuth Mark                     Grid Az
 ES0850:SPC AZ C     -  COCO                                     164 30 51.3
 ES0850:UTM  12      -  COCO                                     165 02 08.9
 ES0850
 ES0850|---------------------------------------------------------------------|
 ES0850| PID    Reference Object                     Distance      Geod. Az  |
 ES0850|                                                           dddmmss.s |
 ES0850| ES0848 COCO                                464.342 METERS 1645818.8 |
 ES0850| DZ1286 DOGIE RM 1                            9.413 METERS 17212     |
 ES0850| DZ1287 DOGIE RM 2                            9.215 METERS 25805     |
 ES0850| ES0870 NINO                                APPROX. 0.5 KM 3541544.5 |
 ES0850| ES0963 CHAVES                              APPROX.10.7 KM 3543048.2 |
 ES0850|---------------------------------------------------------------------|
 ES0850
 ES0850                          SUPERSEDED SURVEY CONTROL
 ES0850
 ES0850  NAD 83(1986)-  34 40 42.12092(N)    111 06 44.46828(W) AD(       ) 2
 ES0850  NGVD 29 (07/10/87) 2039.0    (m)         6690.     (f) VERT ANG    3  
 ES0850
 ES0850.Superseded values are not recommended for survey control.
 ES0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0850.See file dsdata.txt to determine how the superseded data were derived.
 ES0850
 ES0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8970837382(NAD 83)
 ES0850_MARKER: DS = TRIANGULATION STATION DISK
 ES0850_SETTING: 80 = SET IN A BOULDER
 ES0850_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0850+STABILITY: SURFACE MOTION
 ES0850
 ES0850  HISTORY     - Date     Condition        Report By
 ES0850  HISTORY     - 1981     MONUMENTED       AZDT
 ES0850  HISTORY     - 20080723 GOOD             GEOCAC
 ES0850
 ES0850                          STATION DESCRIPTION
 ES0850
 ES0850'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0850'THE STATION IS LOCATED 6 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0850'STATION ALONG ARIZONA HIGHWAY 87.
 ES0850'
 ES0850'THE STATION MARK IS AN AZDT DISK STAMPED---DOGIE 1981---SET IN A
 ES0850'DRILL HOLE IN A BOULDER, 37 FEET WEST OF THE HIGHWAY AND 3 FEET EAST
 ES0850'OF A CAIRN.
 ES0850'
 ES0850'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DOGIE RM 1 1981---SET
 ES0850'IN A DRILL HOLE IN A BOULDER.
 ES0850'
 ES0850'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DOGIE RM 2 1981---SET
 ES0850'IN A DRILL HOLE IN A BOULDER.
 ES0850'
 ES0850'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0850'SR 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION.  CONTINUE NORTH
 ES0850'ALONG THE HIGHWAY FOR 8.05 MILES TO THE STATION ON THE LEFT, 350 FEET
 ES0850'NORTH OF A TRAIL ON THE LEFT AND AT MILEPOST 307.75.
 ES0850
 ES0850                          STATION RECOVERY (2008)
 ES0850
 ES0850'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0850'RECOVERED STATION DOGIE AND DOGIE RM 2 IN GOOD CONDITION. DOGIE RM 1
 ES0850'NOT FOUND, SAW
 ES0850'BOULDER WITH POSSIBLE DRILL HOLE AT ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5769 ***********************************************************************
 DH5769  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5769  DESIGNATION -  DOMANN
 DH5769  PID         -  DH5769
 DH5769  STATE/COUNTY-  AZ/COCHISE
 DH5769  USGS QUAD   -  SULPHUR SPRING (1985)
 DH5769
 DH5769                         *CURRENT SURVEY CONTROL
 DH5769  ___________________________________________________________________
 DH5769* NAD 83(2007)-  32 02 09.86910(N)    109 47 48.92868(W)     ADJUSTED  
 DH5769* NAVD 88     -      1276.67   (meters)    4188.5    (feet)  GPS OBS   
 DH5769  ___________________________________________________________________
 DH5769  EPOCH DATE  -        2007.00
 DH5769  X           -  -1,833,313.817 (meters)                     COMP
 DH5769  Y           -  -5,093,082.749 (meters)                     COMP
 DH5769  Z           -   3,364,485.924 (meters)                     COMP
 DH5769  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 DH5769  ELLIP HEIGHT-        1249.448 (meters)          (02/10/07) ADJUSTED
 DH5769  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH5769
 DH5769  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5769  Type    PID    Designation                      North   East  Ellip
 DH5769  -------------------------------------------------------------------
 DH5769  NETWORK DH5769 DOMANN                            0.67   0.55   1.92
 DH5769  -------------------------------------------------------------------
 DH5769
 DH5769.The horizontal coordinates were established by GPS observations
 DH5769.and adjusted by the National Geodetic Survey in February 2007.
 DH5769
 DH5769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5769.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5769.The horizontal coordinates are valid at the epoch date displayed above.
 DH5769.The epoch date for horizontal control is a decimal equivalence
 DH5769.of Year/Month/Day.
 DH5769
 DH5769.The orthometric height was determined by GPS observations and a
 DH5769.high-resolution geoid model.
 DH5769.The orthometric height was determined by GPS observations and a
 DH5769.high-resolution geoid model using precise GPS observation and
 DH5769.processing techniques.
 DH5769
 DH5769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5769
 DH5769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5769
 DH5769.The ellipsoidal height was determined by GPS observations
 DH5769.and is referenced to NAD 83.
 DH5769
 DH5769.The geoid height was determined by GEOID03.
 DH5769
 DH5769;                    North         East     Units Scale Factor Converg.
 DH5769;SPC AZ E     -   114,926.618   248,281.014   MT  0.99991503   +0 11 46.1
 DH5769;SPC AZ E     -   377,055.83    814,570.26   iFT  0.99991503   +0 11 46.1
 DH5769;UTM  12      - 3,545,067.007   613,596.062   MT  0.99975914   +0 38 17.7
 DH5769
 DH5769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5769!SPC AZ E     -   0.99980385  x   0.99991503  =   0.99971890
 DH5769!UTM  12      -   0.99980385  x   0.99975914  =   0.99956304
 DH5769
 DH5769                          SUPERSEDED SURVEY CONTROL
 DH5769
 DH5769  NAD 83(1992)-  32 02 09.86874(N)    109 47 48.92775(W) AD(       ) B
 DH5769  ELLIP H (08/22/05) 1249.468  (m)                       GP(       ) 4 2
 DH5769
 DH5769.Superseded values are not recommended for survey control.
 DH5769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5769.See file dsdata.txt to determine how the superseded data were derived.
 DH5769
 DH5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1359645067(NAD 83)
 DH5769_MARKER: DD = SURVEY DISK
 DH5769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5769_STAMPING: DOMANN 2004
 DH5769_MARK LOGO: AZ-003
 DH5769_PROJECTION: FLUSH
 DH5769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5769+STABILITY: SURFACE MOTION
 DH5769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5769+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5769
 DH5769  HISTORY     - Date     Condition        Report By
 DH5769  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5769
 DH5769                          STATION DESCRIPTION
 DH5769
 DH5769'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5769'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5769'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5769'APPROX. 5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS
 DH5769'SETTELMENT FOR APPROX. 10.0 MILES TO BAKER RD. TURN RT. AND HEAD WEST
 DH5769'FOR 2.0 MILES TO A DIRT ROAD THAT BEARS SOUTH. TRAVEL SOUTH ON THE
 DH5769'DIRT ROAD 1.0 MILES AROUND AN OLD CORRAL AND ALONG A FENCE LINE TO THE
 DH5769'STATION. THE STATION IS APPROXIMATELY 80 FEET WEST OF A FENCE LINE
 DH5769'INTERSECTION.
 DH5769' 
 DH5769'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5769'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5769'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1026 ***********************************************************************
 ES1026  DESIGNATION -  DOME
 ES1026  PID         -  ES1026
 ES1026  STATE/COUNTY-  AZ/YAVAPAI
 ES1026  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1026
 ES1026                         *CURRENT SURVEY CONTROL
 ES1026  ___________________________________________________________________
 ES1026* NAD 83(1992)-  34 32 49.56731(N)    111 56 29.97621(W)     ADJUSTED  
 ES1026* NAVD 88     -      1649.0    (meters)    5410.     (feet)  VERTCON   
 ES1026  ___________________________________________________________________
 ES1026  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 ES1026  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 ES1026  HORZ ORDER  -  SECOND
 ES1026
 ES1026.The horizontal coordinates were established by classical geodetic methods
 ES1026.and adjusted by the National Geodetic Survey in August 1993.
 ES1026
 ES1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1026
 ES1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1026
 ES1026.The geoid height was determined by GEOID03.
 ES1026
 ES1026;                    North         East     Units Scale Factor Converg.
 ES1026;SPC AZ C     -   393,336.638   211,066.129   MT  0.99990006   -0 00 51.0
 ES1026;SPC AZ C     - 1,290,474.53    692,474.18   iFT  0.99990006   -0 00 51.0
 ES1026;UTM  12      - 3,823,222.924   413,599.801   MT  0.99969201   -0 32 02.5
 ES1026
 ES1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1026!SPC AZ C     -   0.99974529  x   0.99990006  =   0.99964538
 ES1026!UTM  12      -   0.99974529  x   0.99969201  =   0.99943738
 ES1026
 ES1026|---------------------------------------------------------------------|
 ES1026| PID    Reference Object                     Distance      Geod. Az  |
 ES1026|                                                           dddmmss.s |
 ES1026| ES1027 5408 VA                              15.655 METERS 10431     |
 ES1026| CH3061 DOME RM 1                            10.256 METERS 19209     |
 ES1026| ES0599 AY 3                                APPROX. 2.5 KM 2350937.8 |
 ES1026| ES1039 SHEEP                               APPROX.23.6 KM 3582357.4 |
 ES1026|---------------------------------------------------------------------|
 ES1026
 ES1026                          SUPERSEDED SURVEY CONTROL
 ES1026
 ES1026  NAD 83(1986)-  34 32 49.56243(N)    111 56 29.97360(W) AD(       ) 2
 ES1026  NAD 27      -  34 32 49.46850(N)    111 56 27.42300(W) AD(       ) 2
 ES1026  NGVD 29 (07/19/86) 1648.2    (m)         5407.     (f) VERT ANG    3  
 ES1026
 ES1026.Superseded values are not recommended for survey control.
 ES1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1026.See file dsdata.txt to determine how the superseded data were derived.
 ES1026
 ES1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1360023223(NAD 83)
 ES1026_MARKER: DS = TRIANGULATION STATION DISK
 ES1026_SETTING: 80 = SET IN A BOULDER
 ES1026_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1026
 ES1026  HISTORY     - Date     Condition        Report By
 ES1026  HISTORY     - 1959     MONUMENTED       CGS
 ES1026  HISTORY     - 1979     GOOD             AZDT
 ES1026  HISTORY     - 1980     GOOD             AZDT
 ES1026
 ES1026                          STATION DESCRIPTION
 ES1026
 ES1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1026'THE STATION IS ABOUT 4 MILES WEST SOUTHWEST OF CAMP VERDE, 3
 ES1026'MILES SOUTHWEST OF THE JUNCTION OF ARIZONA STATE HIGHWAY 279
 ES1026'AND 79, 1 MILE WEST OF STATE HIGHWAY 79 ON A HIGH, ROUND HILL
 ES1026'ON THE WEST SIDE OF THE HIGHWAY.
 ES1026'
 ES1026'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ES1026'279 AND 79, GO IN A SOUTHWESTERLY DIRECTION ON STATE HIGHWAY 79
 ES1026'FOR 7.15 MILES TO A GATE ON THE RIGHT, NORTH.  PASS THROUGH THE
 ES1026'GATE AND FOLLOW A TRACK ROAD NORTH 0.1 MILE TO A Y FORK.  TAKE THE
 ES1026'RIGHT FORK AND FOLLOW THE TRACK ROAD NORTHEAST FOR 1.65 MILES
 ES1026'TO AN EARTH RESERVOIR.  TURN LEFT AROUND THE RESERVOIR, THEN
 ES1026'RIGHT UPHILL ON A ROUGH BLADED ROAD FOR 0.4 MILE TO THE TOP OF
 ES1026'THE RIDGE, HERE TURN LEFT, EAST, FOR 0.2 MILE, THEN PICK WAY
 ES1026'THROUGH THE ROCKS AS FAR AS POSSIBLE, THEN PACK TO THE
 ES1026'HIGHEST POINT AND STATION.  ABOUT A 15 MINUTE PACK.
 ES1026'
 ES1026'THE STATION IS A STANDARD DISK, STAMPED DOME 1959, CEMENTED IN A
 ES1026'DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES AND IS ON THE
 ES1026'HIGHEST PART OF THE HILL.
 ES1026'
 ES1026'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOME NO 1 1959,
 ES1026'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 14 INCHES.
 ES1026'
 ES1026'REFERENCE MARK 2 IS A STANDARD USGS BENCH MARK, STAMPED 5408 VA,
 ES1026'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH AND IS 5 FEET
 ES1026'EAST OF A JUNIPER TREE, BENEATH THE LOW HANGING BRANCHES.
 ES1026'
 ES1026'TRIANGULATION STATION AY 3 CAN BE USED FOR AN AZIMUTH MARK, SEE
 ES1026'DESCRIPTION THEREOF.
 ES1026
 ES1026                          STATION RECOVERY (1979)
 ES1026
 ES1026'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1026'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 ES1026'IN GOOD CONDITION AS DESCRIBED.  A NEW ROUTE TO STATION FOLLOWS.
 ES1026'
 ES1026'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE OF I 17 AND SR 279
 ES1026'AT CAMP VERDE PROCEED SOUTH ALONG I 17 FOR 9.1 MILES TO SR 169
 ES1026'JUNCTION, EXIT WEST ON SR 169 FOR 0.5 MILE TO A DIRT ROAD ON RIGHT
 ES1026'WITH A CATTLE GUARD, FOLLOW DIRT ROAD NORTH FOR 2.4 MILES TO A GATE.
 ES1026'PASS THROUGH GATE FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK FOR 0.2 MILE
 ES1026'TO A GATE, CONTINUE AHEAD FOR 1.9 MILES TO A STOCK TANK.  CONTINUE 0.4
 ES1026'MILE TO A SADDLE AND END OF TRUCK TRAVEL.  PACK NORTHEAST TO THE T 67
 ES1026'OF THE RIDGE AND CONTINUE UP RIDGE TO THE HIGHEST POINT AND STATION.
 ES1026
 ES1026                          STATION RECOVERY (1980)
 ES1026
 ES1026'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES1026'THE STATION WAS RECOVERED AS DESCRIBED IN 1979.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0308 ***********************************************************************
 GQ0308  DESIGNATION -  DOME
 GQ0308  PID         -  GQ0308
 GQ0308  STATE/COUNTY-  AZ/COCONINO
 GQ0308  USGS QUAD   -  YUNOSI POINT (1988)
 GQ0308
 GQ0308                         *CURRENT SURVEY CONTROL
 GQ0308  ___________________________________________________________________
 GQ0308* NAD 83(1992)-  36 12 38.93154(N)    112 50 18.04449(W)     ADJUSTED  
 GQ0308* NAVD 88     -      1801.9    (meters)    5912.     (feet)  VERTCON   
 GQ0308  ___________________________________________________________________
 GQ0308  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 GQ0308  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 GQ0308  HORZ ORDER  -  THIRD
 GQ0308
 GQ0308.The horizontal coordinates were established by classical geodetic methods
 GQ0308.and adjusted by the National Geodetic Survey in June 1998.
 GQ0308
 GQ0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0308
 GQ0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0308
 GQ0308.The geoid height was determined by GEOID03.
 GQ0308
 GQ0308;                    North         East     Units Scale Factor Converg.
 GQ0308;SPC AZ C     -   578,296.505   130,486.958   MT  0.99998459   -0 32 40.3
 GQ0308;SPC AZ C     - 1,897,298.24    428,106.82   iFT  0.99998459   -0 32 40.3
 GQ0308;UTM  12      - 4,008,897.710   334,747.729   MT  0.99993648   -1 05 10.5
 GQ0308
 GQ0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0308!SPC AZ C     -   0.99972100  x   0.99998459  =   0.99970560
 GQ0308!UTM  12      -   0.99972100  x   0.99993648  =   0.99965750
 GQ0308
 GQ0308|---------------------------------------------------------------------|
 GQ0308| PID    Reference Object                     Distance      Geod. Az  |
 GQ0308|                                                           dddmmss.s |
 GQ0308| CH3060 DOME RM 2                             9.418 METERS 00631     |
 GQ0308| GQ0310 TENDERFOOT RIM                      APPROX. 3.0 KM 0151906.8 |
 GQ0308| CH3059 DOME RM 1                            13.792 METERS 09603     |
 GQ0308|---------------------------------------------------------------------|
 GQ0308
 GQ0308                          SUPERSEDED SURVEY CONTROL
 GQ0308
 GQ0308  NAD 83(1992)-  36 12 38.93154(N)    112 50 18.04449(W) AD(       ) 3
 GQ0308  NAD 83(1986)-  36 12 38.92192(N)    112 50 18.04364(W) AD(       ) 3
 GQ0308  NAD 27      -  36 12 38.98400(N)    112 50 15.34000(W) AD(       ) 3
 GQ0308  NGVD 29 (07/19/86) 1801.0    (m)         5909.     (f) VERT ANG    3  
 GQ0308
 GQ0308.Superseded values are not recommended for survey control.
 GQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0308.See file dsdata.txt to determine how the superseded data were derived.
 GQ0308
 GQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3474808898(NAD 83)
 GQ0308_MARKER: DS = TRIANGULATION STATION DISK
 GQ0308_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0308
 GQ0308  HISTORY     - Date     Condition        Report By
 GQ0308  HISTORY     - 1936     MONUMENTED       CGS
 GQ0308  HISTORY     - 1952     GOOD             CGS
 GQ0308  HISTORY     - 1956     GOOD             USGS
 GQ0308
 GQ0308                          STATION DESCRIPTION
 GQ0308
 GQ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0308'ABOUT 58 MILES NORTHEAST OF PEACH SPRINGS, ABOUT 2 MILES EAST
 GQ0308'OF THE EAST FENCE OF THE HUALPAI INDIAN RESERVATION, ON THE
 GQ0308'SUMMIT OF A SMALL KNOLL NEAR THE WEST EDGE OF THE MESA LYING
 GQ0308'WEST OF LITTLE COYOTE CANYON, 4-1/2 MILES WEST-SOUTHWEST OF THE
 GQ0308'JUNCTION OF CATARACT CANYON AND GRAND CANYON, 1/4 MILE EAST OF
 GQ0308'THE CANYON AT A DEEP INDENTATION IN THE RIM, 1/4 MILE WEST
 GQ0308'OF A HIGHER SUMMIT, 60 FEET EAST-NORTHEAST OF A LONE CEDAR
 GQ0308'TREE.  MARK SET AS DESCRIBED.
 GQ0308'
 GQ0308'TO REACH THE STATION FROM THE WAYSIDE CAFE AT THE MAIN INTERSECTION
 GQ0308'AT SELIGMAN, GO EASTERLY ON U.S. HIGHWAY 66 FOR 1.0 MILE
 GQ0308'AND TURN LEFT (NORTH) ON DIRT ROAD AT A TEXACO STATION ON THE
 GQ0308'LEFT, THENCE 0.2 MILE AND BEAR RIGHT THROUGH A GATE, THENCE
 GQ0308'NORTH ON THE MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8 MILES
 GQ0308'TO ROSE WELL RANCH, THENCE NORTH ON THE MAIN ROAD FOR 0.8
 GQ0308'MILE AND TAKE LEFT FORK NORTHWEST TO TOP OF HILL, THENCE
 GQ0308'NORTHEAST FROM THE TOP OF THE HILL ON THE MAIN-TRAVELED ROAD
 GQ0308'FOR 22.3 MILES, OR 0.8 MILE PAST A PLAIN CROSSROADS, AND TURN
 GQ0308'LEFT (SOUTHWEST) AT SLANTING CROSSROADS, THENCE 2.0 MILES
 GQ0308'AND BEAR LEFT AT Y, THENCE 0.45 MILE AND TURN RIGHT AT
 GQ0308'CROSSROADS, THENCE NORTHERLY ON THE MAIN-TRAVELED ROAD FOR
 GQ0308'3.2 MILES AND TAKE LEFT FORK, THENCE 2.4 MILES ALONG THE
 GQ0308'MAIN-TRAVELED ROAD AND TURN LEFT (SOUTHWEST) ON TOP OF
 GQ0308'RIDGE, THENCE 0.5 MILE TO STATION WINDY (U.S.G.S.) ON TOP OF
 GQ0308'HILL, THENCE WEST AND NORTH ALONG THE MAIN ROAD FOR 3.5
 GQ0308'MILES AND TURN RIGHT AT REVERSE Y, THENCE 1.6 MILES AND
 GQ0308'KEEP RIGHT FORK AND CONTINUE ON MAIN-TRAVELED ROAD
 GQ0308'NORTHEASTERLY FOR 2.5 MILES TO STATION TENDERFOOT.  FROM
 GQ0308'HERE STATION DOME BEARS 310 DEGREES MAGNETIC, ABOUT 2 MILES
 GQ0308'DISTANT.  IT IS BEST REACHED BY GOING NORTHWEST DOWNHILL TO
 GQ0308'ITS BASE, THENCE NORTH ACROSS COUNTRY FOR 1.65 MILES TO
 GQ0308'TOP OF LOW RIDGE, JUST AFTER COMING UP STEEP PITCH
 GQ0308'OUT OF WASH, TURN LEFT AND GO ALONG THE RIDGE FOR 0.45 MILE
 GQ0308'TO TOP OF KNOLL, TURN RIGHT AND CROSS DRAW TOWARDS CANYON FOR
 GQ0308'0.15 MILE TO SUMMIT OF NEXT KNOLL AND THE STATION.
 GQ0308'
 GQ0308'REFERENCE MARK NO. 1, IS EAST OF THE STATION, IN
 GQ0308'TOP OF A FLAT ROCK OUTCROP, FLUSH WITH THE GROUND.  REFERENCE
 GQ0308'MARK NO. 2, IS NORTH-NORTHWEST OF THE STATION, IN
 GQ0308'A SMALL, ROCKY, OPEN SPACE, FLUSH WITH THE GROUND.  THE
 GQ0308'AZIMUTH MARK FOR THIS STATION, IS STATION TENDERFOOT
 GQ0308'RIM, ABOUT 2 MILES NORTHEAST, ALONG THE RIM OF THE CANYON.
 GQ0308'
 GQ0308'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GQ0308
 GQ0308                          STATION RECOVERY (1952)
 GQ0308
 GQ0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0308'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0308'AS ORIGINALLY DESCRIBED.
 GQ0308'
 GQ0308'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL BY TAKING
 GQ0308'RIGHT FORK TO THE NE ON GRADED AND GRAVELED ROAD FOR 17.4
 GQ0308'MILES TO A STOCK GUARD AT THE E SIDE OF THE RESERVATION, CONTINUE
 GQ0308'AHEAD ON GRADED BUT NOT GRAVELED ROAD FOR 5.3 MILES TO A BLADED
 GQ0308'ROAD ON THE LEFT, TURN LEFT AND GO N FOR 0.8 MILE TO A LARGE
 GQ0308'WIRE GATE, THE RIGHT GATEPOST HAS A CARVED TRIANGLE ON IT.
 GQ0308'GO THROUGH THE GATE AND CONTINUE AHEAD TO THE N STILL ON
 GQ0308'A BLADED ROAD FOR 2.0 MILES TO A LARGE EARTH RESERVOIR ON
 GQ0308'THE LEFT, CONTINUE AHEAD NOW ON A DEEP CUT TRACK ROAD TO THE
 GQ0308'E AND NE FOR 6.3 MILES TO A WIRE GATE THAT IS ABOUT 0.2 MILE
 GQ0308'BEFORE REACHING LARGE COW CAMP WITH SEVERAL BUILDINGS AND
 GQ0308'A LARGE EARTH RESERVOIR.  GO THROUGH THE WIRE GATE AND
 GQ0308'TURN SHARP LEFT ALONG THE RIGHT SIDE OF THE FENCE, GO
 GQ0308'ABOUT 0.2 MILE TO AN OFFSET CROSS FENCE.  GO THROUGH THE
 GQ0308'WIRE GATE AND CONTINUE ON A TRACK ROAD UP HILL THEN ACROSS
 GQ0308'THE SAGE BRUSH HILLTOP FOR 1.7 MILES TO A T FENCE CORNER,
 GQ0308'GO THROUGH WIRE GATES THEN TURN SHARP TO LEFT ALONG THE
 GQ0308'RIGHT SIDE OF THE FENCE AND FOLLOW A DIM BLADED TRACK
 GQ0308'ROAD FOR 0.6 MILE TO A TRIANGLE BLAZE ON A FENCE POST ON
 GQ0308'THE LEFT AND A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT
 GQ0308'AND FOLLOW THIS TRACK ROAD FOR 1.4 MILES TO THE TOP OF THE
 GQ0308'HILL AND THE STATION.
 GQ0308
 GQ0308                          STATION RECOVERY (1956)
 GQ0308
 GQ0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1561 ***********************************************************************
 DA1561  DESIGNATION -  DOME
 DA1561  PID         -  DA1561
 DA1561  STATE/COUNTY-  AZ/MARICOPA
 DA1561  USGS QUAD   -  HAT MOUNTAIN (1986)
 DA1561
 DA1561                         *CURRENT SURVEY CONTROL
 DA1561  ___________________________________________________________________
 DA1561* NAD 83(1992)-  32 38 07.62172(N)    112 44 32.18815(W)     ADJUSTED  
 DA1561* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 DA1561  ___________________________________________________________________
 DA1561  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DA1561  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA1561  HORZ ORDER  -  THIRD
 DA1561
 DA1561.The horizontal coordinates were established by classical geodetic methods
 DA1561.and adjusted by the National Geodetic Survey in August 1993.
 DA1561
 DA1561.The orthometric height was scaled from a topographic map.
 DA1561
 DA1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1561
 DA1561.The geoid height was determined by GEOID03.
 DA1561
 DA1561;                    North         East     Units Scale Factor Converg.
 DA1561;SPC AZ C     -   181,627.599   135,895.181   MT  0.99997397   -0 26 43.0
 DA1561;SPC AZ C     -   595,891.07    445,850.33   iFT  0.99997397   -0 26 43.0
 DA1561;UTM  12      - 3,612,214.448   336,567.339   MT  0.99992937   -0 56 23.3
 DA1561
 DA1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1561!SPC AZ C     -   0.99986979  x   0.99997397  =   0.99984377
 DA1561!UTM  12      -   0.99986979  x   0.99992937  =   0.99979917
 DA1561
 DA1561                          SUPERSEDED SURVEY CONTROL
 DA1561
 DA1561  NAD 83(1986)-  32 38 07.62139(N)    112 44 32.20716(W) AD(       ) 3
 DA1561  NAD 27      -  32 38 07.40200(N)    112 44 29.63600(W) AD(       ) 3
 DA1561
 DA1561.Superseded values are not recommended for survey control.
 DA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1561.See file dsdata.txt to determine how the superseded data were derived.
 DA1561
 DA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3656712214(NAD 83)
 DA1561_MARKER: DS = TRIANGULATION STATION DISK
 DA1561_SETTING: 0 = UNSPECIFIED SETTING
 DA1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1561
 DA1561  HISTORY     - Date     Condition        Report By
 DA1561  HISTORY     - 1920     MONUMENTED       CGS
 DA1561  HISTORY     - 1972     GOOD             AZHD
 DA1561
 DA1561                          STATION DESCRIPTION
 DA1561
 DA1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1561'ON A FLAT-TOP BUTTE 30 MILES BY ROAD NORTHEAST OF AJO AND 8
 DA1561'MILES EAST OF A SECTION HOUSE KNOWN AS THE HALF-WAY HOUSE.
 DA1561'THIS MOUNTAIN IS KNOWN LOCALLY AS FLAT TOP, AND IS BEST REACHED
 DA1561'BY TAKING THE GILA BEND WAGON ROAD FROM AJO 20 MILES TO THE
 DA1561'HALF-WAY HOUSE AND HEADING ACROSS THE COUNTRY EAST.  MARKED
 DA1561'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1561'MARK IS 27 PACES, 316 DEG MAGNETIC.
 DA1561
 DA1561                          STATION RECOVERY (1972)
 DA1561
 DA1561'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (REA)
 DA1561'TRIANGULATION STATION NO STAMPINGS-GOOD
 DA1561'
 DA1561'REF. MARK - NO STAMPING-GOOD
 DA1561'
 DA1561'A SEARCH WAS MADE AROUND THE STATION AND AN UNSTAMPED REFERENCE
 DA1561'MARK WAS FOUND ABOUT 13 PACES WEST OF THE STATION WITH ARROW
 DA1561'POINTING TO THE STATION.
 DA1561'
 DA1561'THE TRIANGULATION STATION FOUND WAS UNSTAMPED.  IT WAS A STANDARD
 DA1561'USC AND GS CAP WITH THE TRIANGLE DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0172 ***********************************************************************
 DB0172  DESIGNATION -  DOME ROAD
 DB0172  PID         -  DB0172
 DB0172  STATE/COUNTY-  AZ/YUMA
 DB0172  USGS QUAD   -  LIGURTA (1965)
 DB0172
 DB0172                         *CURRENT SURVEY CONTROL
 DB0172  ___________________________________________________________________
 DB0172* NAD 83(2007)-  32 40 28.12592(N)    114 16 59.03362(W)     NO CHECK  
 DB0172* NAVD 88     -        83.233  (meters)     273.07   (feet)  ADJUSTED  
 DB0172  ___________________________________________________________________
 DB0172  EPOCH DATE  -        2007.00
 DB0172  X           -  -2,210,068.404 (meters)                     COMP
 DB0172  Y           -  -4,898,618.921 (meters)                     COMP
 DB0172  Z           -   3,423,653.197 (meters)                     COMP
 DB0172  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DB0172  ELLIP HEIGHT-          49.782 (meters)          (02/10/07) NO CHECK
 DB0172  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0172  DYNAMIC HT  -          83.137 (meters)     272.76  (feet)  COMP
 DB0172
 DB0172  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DB0172  Type    PID    Designation                      North   East  Ellip
 DB0172  -------------------------------------------------------------------
 DB0172  NETWORK DB0172 DOME ROAD                         1.22   1.14   2.74
 DB0172  -------------------------------------------------------------------
 DB0172  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 DB0172
 DB0172  VERT ORDER  -  FIRST     CLASS II
 DB0172
 DB0172.The horizontal coordinates were established by GPS observations
 DB0172.and adjusted by the National Geodetic Survey in February 2007.
 DB0172
 DB0172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DB0172.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DB0172.No horizontal observational check was made to the station.
 DB0172.The horizontal coordinates are valid at the epoch date displayed above.
 DB0172.The epoch date for horizontal control is a decimal equivalence
 DB0172.of Year/Month/Day.
 DB0172
 DB0172.The orthometric height was determined by differential leveling
 DB0172.and adjusted in June 1991.
 DB0172
 DB0172.Photographs are available for this station.
 DB0172
 DB0172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB0172
 DB0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0172
 DB0172.The ellipsoidal height was determined by GPS observations
 DB0172.and is referenced to NAD 83.
 DB0172
 DB0172.The geoid height was determined by GEOID03.
 DB0172
 DB0172.The dynamic height is computed by dividing the NAVD 88
 DB0172.geopotential number by the normal gravity value computed on the
 DB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0172.degrees latitude (g = 980.6199 gals.).
 DB0172
 DB0172.The modeled gravity was interpolated from observed gravity values.
 DB0172
 DB0172;                    North         East     Units Scale Factor Converg.
 DB0172;SPC AZ W     -   185,786.160   163,364.274   MT  0.99996414   -0 17 16.0
 DB0172;SPC AZ W     -   609,534.65    535,972.03   iFT  0.99996414   -0 17 16.0
 DB0172;UTM  11      - 3,618,463.243   754,772.787   MT  1.00040046   +1 28 03.3
 DB0172
 DB0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0172!SPC AZ W     -   0.99999218  x   0.99996414  =   0.99995632
 DB0172!UTM  11      -   0.99999218  x   1.00040046  =   1.00039264
 DB0172
 DB0172|---------------------------------------------------------------------|
 DB0172| PID    Reference Object                     Distance      Geod. Az  |
 DB0172|                                                           dddmmss.s |
 DB0172| DB0171 M 353                                11.197 METERS 09859     |
 DB0172| DB0165 OVERPASS                            APPROX. 1.8 KM 1090101.4 |
 DB0172| DB1259 PYG                                   2.233 METERS 12339     |
 DB0172| DB0173 DOME ROAD RM 1                       10.742 METERS 27844     |
 DB0172|---------------------------------------------------------------------|
 DB0172
 DB0172                          SUPERSEDED SURVEY CONTROL
 DB0172
 DB0172  ELLIP H (01/12/01)   49.818  (m)                       GP(       ) 4 1
 DB0172  NAD 83(1992)-  32 40 28.12470(N)    114 16 59.03299(W) AD(       ) 1
 DB0172  ELLIP H (03/14/97)   49.901  (m)                       GP(       ) 3 1
 DB0172  NAD 83(1992)-  32 40 28.12373(N)    114 16 59.02817(W) AD(       ) 2
 DB0172  NAD 83(1986)-  32 40 28.12641(N)    114 16 59.03644(W) AD(       ) 2
 DB0172  NAD 27      -  32 40 27.95660(N)    114 16 56.24910(W) AD(       ) 2
 DB0172  NAVD 88 (03/14/97)   83.23   (m)          273.1    (f) LEVELING    3  
 DB0172  NGVD 29 (??/??/??)   82.583  (m)          270.94   (f) ADJUSTED    1 2
 DB0172
 DB0172.Superseded values are not recommended for survey control.
 DB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0172.See file dsdata.txt to determine how the superseded data were derived.
 DB0172
 DB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5477318463(NAD 83)
 DB0172_MARKER: DE = TRAVERSE STATION DISK
 DB0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0172_STAMPING: DOME ROAD 1960
 DB0172_MARK LOGO: CGS   
 DB0172_PROJECTION: FLUSH
 DB0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0172+STABILITY: SURFACE MOTION
 DB0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0172+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0172
 DB0172  HISTORY     - Date     Condition        Report By
 DB0172  HISTORY     - 1960     MONUMENTED       CGS
 DB0172  HISTORY     - 1960     GOOD             CGS
 DB0172  HISTORY     - 1981     GOOD             NGS
 DB0172  HISTORY     - 1981     GOOD             NGS
 DB0172  HISTORY     - 1981     GOOD             NGS
 DB0172  HISTORY     - 1990     GOOD             USPSQD
 DB0172  HISTORY     - 19951215 GOOD             CHANCE
 DB0172  HISTORY     - 20040621 GOOD             JCLS
 DB0172  HISTORY     - 20090207 GOOD             GEOCAC
 DB0172
 DB0172                          STATION DESCRIPTION
 DB0172
 DB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0172'THE STATION IS 0.75 MILE EASTERLY ALONG U.S. HIGHWAY 80
 DB0172'FROM THE SERVICE STATION AND STORE AT LIGURTA, 0.55 MILE EAST
 DB0172'OF THE SOUTHERN PACIFIC RAILROAD OVERPASS AND 151 FEET NORTH
 DB0172'OF THE CENTER LINE OF THE HIGHWAY ON THE SUMMIT AND NORTHWEST
 DB0172'END OF A SAND RIDGE THROUGH WHICH THE HIGHWAY PASSES.
 DB0172'
 DB0172'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD TRAVERSE
 DB0172'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DB0172'SURFACE AND STAMPED DOME ROAD 1960.
 DB0172'
 DB0172'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOME ROAD NO
 DB0172'1 1960, SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DB0172'AREA ABOUT 1-FOOT LOWER THAN THE STATION.
 DB0172'
 DB0172'BM M-353, USED FOR REFERENCE MARK 2, IS A STANDARD BENCH
 DB0172'MARK DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DB0172'SURFACE AND ABOUT LEVEL WITH THE STATION.  IT IS STAMPED
 DB0172'M-353 1960.
 DB0172'
 DB0172'A H D - P Y-G, USED FOR REFERENCE MARK 3, IS A COPPER COATED
 DB0172'STEEL SHAFT WITH AN ENLARGED HEAD, KNOWN AS A COPPERWELD, DRIVEN
 DB0172'IN TO THE SANDY SOIL AND SURROUNDED WITH CONCRETE.  THIS POINT
 DB0172'MARKS ONE OF THE PICTURE POINTS FOR THE ARIZONA HIGHWAY
 DB0172'DEPARTMENT AERIAL SURVEY AND IS PROJECTING ABOUT 5 INCHES
 DB0172'AND STAMPED AHD-P Y-G.
 DB0172'
 DB0172'A 4-WHEEL DRIVE STATION.
 DB0172
 DB0172                          STATION RECOVERY (1960)
 DB0172
 DB0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0172'0.8 MI E FROM LIGURTA.
 DB0172'0.75 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 151 FEET NORTH
 DB0172'OF THE CENTERLINE OF THE HIGHWAY, 36.75 FEET WEST OF B.M. M 353,
 DB0172'35.26 FEET EAST OF R.M. 1, SET IN A SQUARE CONCRETE POST FLUSH
 DB0172'WITH THE GROUND.
 DB0172
 DB0172                          STATION RECOVERY (1981)
 DB0172
 DB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0172'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0172'IN WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0172'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0172'OF THE CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) WEST OF BENCH MARK
 DB0172'M 353, 10.7 M (35.2 FT) EAST OF DOME RM 1.
 DB0172'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0172'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0172
 DB0172                          STATION RECOVERY (1981)
 DB0172
 DB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0172'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0172'IN WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0172'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0172'OF THE CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) WEST OF BENCH MARK
 DB0172'M 353, 10.7 M (35.2 FT) EAST OF DOME RM 1.
 DB0172'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0172'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0172
 DB0172                          STATION RECOVERY (1981)
 DB0172
 DB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0172'RECOVERED IN GOOD CONDITION.
 DB0172
 DB0172                          STATION RECOVERY (1990)
 DB0172
 DB0172'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0172'RECOVERED IN GOOD CONDITION.
 DB0172
 DB0172                          STATION RECOVERY (1995)
 DB0172
 DB0172'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 DB0172'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DB0172'THE STATION IS LOCATED APPROXIMATELY 1.2 KM (0.75 MI) EAST OF LIGURTA
 DB0172'ALONG OLD US HIGHWAY 80.  THE STATION IS LOCATED ON STATE OF ARIZONA
 DB0172'HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF OLD
 DB0172'US HIGHWAY 80 AND INTERSTATE 8 (EXIT 21 ON INTERSTATE 8) SOUTH OF
 DB0172'LIGURTA, GO NORTHEAST ALONG OLD US HIGHWAY 80 FOR 2.0 KM (1.25 MI) TO
 DB0172'THE CREST OF A HILL AND THE STATION ON THE LEFT APPROXIMATELY 2.4 M
 DB0172'(7.9 FT) ABOVE HIGHWAY THE STATION IS A STANDARD TRAVERSE DISK SET IN
 DB0172'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  THE 1960 DESCRIPTION
 DB0172'STATES THAT THE STATION HAS AN UNDERGROUND MARK BUT DOES NOT SPECIFY
 DB0172'THE TYPE.  THE STATION IS LOCATED APPROXIMATELY 0.16 KM (0.10 MI) WEST
 DB0172'OF INTERSECTION OF OLD US HIGHWAY 80 AND DOME VALLEY ROAD, 45.7 M
 DB0172'(149.9 FT) NORTH OF OLD US HIGHWAY CENTERLINE, 31.0 M (101.7 FT)
 DB0172'NORTHEAST OF TALL SAGE BRUSH, 11.2 M (36.7 FT) WEST OF BENCH MARK
 DB0172'M-353 STAMPED M-353 1960, 10.8 M (35.4 FT) EAST OF STANDARD DISK
 DB0172'STAMPED DOME ROAD NO 1 1960, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 DB0172'POST
 DB0172
 DB0172                          STATION RECOVERY (2004)
 DB0172
 DB0172'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0172'RECOVERED IN GOOD CONDITION.
 DB0172
 DB0172                          STATION RECOVERY (2009)
 DB0172
 DB0172'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0172'RECOVERED STATION DOME ROAD ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DB0172'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0173 ***********************************************************************
 DB0173  DESIGNATION -  DOME ROAD RM 1
 DB0173  PID         -  DB0173
 DB0173  STATE/COUNTY-  AZ/YUMA
 DB0173  USGS QUAD   -  LIGURTA (1965)
 DB0173
 DB0173                         *CURRENT SURVEY CONTROL
 DB0173  ___________________________________________________________________
 DB0173* NAD 83(1986)-  32 40 28.     (N)    114 17 00.     (W)     SCALED    
 DB0173* NAVD 88     -        82.962  (meters)     272.18   (feet)  ADJUSTED  
 DB0173  ___________________________________________________________________
 DB0173  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0173  DYNAMIC HT  -          82.867 (meters)     271.87  (feet)  COMP
 DB0173  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 DB0173
 DB0173  VERT ORDER  -  FIRST     CLASS II
 DB0173
 DB0173.The horizontal coordinates were scaled from a topographic map and have
 DB0173.an estimated accuracy of +/- 6 seconds.
 DB0173
 DB0173.The orthometric height was determined by differential leveling
 DB0173.and adjusted in June 1991.
 DB0173
 DB0173.The geoid height was determined by GEOID03.
 DB0173
 DB0173.The dynamic height is computed by dividing the NAVD 88
 DB0173.geopotential number by the normal gravity value computed on the
 DB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0173.degrees latitude (g = 980.6199 gals.).
 DB0173
 DB0173.The modeled gravity was interpolated from observed gravity values.
 DB0173
 DB0173;                    North         East    Units  Estimated Accuracy
 DB0173;SPC AZ W     -   185,780.      163,340.      MT  (+/- 180 meters Scaled)
 DB0173
 DB0173                          SUPERSEDED SURVEY CONTROL
 DB0173
 DB0173  NGVD 29 (??/??/??)   82.313  (m)          270.06   (f) ADJUSTED    1 2
 DB0173
 DB0173.Superseded values are not recommended for survey control.
 DB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0173.See file dsdata.txt to determine how the superseded data were derived.
 DB0173
 DB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS547184(NAD 83)
 DB0173_MARKER: DR = REFERENCE MARK DISK
 DB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0173_STAMPING: DOME ROAD NO 1 1960
 DB0173_MARK LOGO: CGS   
 DB0173_PROJECTION: FLUSH
 DB0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0173+STABILITY: SURFACE MOTION
 DB0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0173+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0173
 DB0173  HISTORY     - Date     Condition        Report By
 DB0173  HISTORY     - 1960     MONUMENTED       CGS
 DB0173  HISTORY     - 1981     GOOD             NGS
 DB0173  HISTORY     - 1981     GOOD             NGS
 DB0173  HISTORY     - 1990     GOOD             USPSQD
 DB0173  HISTORY     - 20090207 GOOD             GEOCAC
 DB0173
 DB0173                          STATION DESCRIPTION
 DB0173
 DB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0173'0.8 MI E FROM LIGURTA.
 DB0173'0.8 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 35.26 FEET WEST
 DB0173'OF THE STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH
 DB0173'THE GROUND.
 DB0173
 DB0173                          STATION RECOVERY (1981)
 DB0173
 DB0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0173'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0173'WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0173'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0173'OF THE CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) WEST OF BENCH MARK
 DB0173'M 353, 10.7 M (35.2 FT) WEST OF STATION DOME.
 DB0173'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0173
 DB0173                          STATION RECOVERY (1981)
 DB0173
 DB0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0173'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0173'WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0173'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0173'OF THE CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) WEST OF BENCH MARK
 DB0173'M 353, 10.7 M (35.2 FT) WEST OF STATION DOME.
 DB0173'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0173
 DB0173                          STATION RECOVERY (1990)
 DB0173
 DB0173'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0173'RECOVERED IN GOOD CONDITION.
 DB0173
 DB0173                          STATION RECOVERY (2009)
 DB0173
 DB0173'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1946 ***********************************************************************
 DV1946  DESIGNATION -  DOME SHAPED PK 14 MI WNW HORN
 DV1946  PID         -  DV1946
 DV1946  STATE/COUNTY-  AZ/YUMA
 DV1946  USGS QUAD   -  PALOMAS MOUNTAINS SW (1990)
 DV1946
 DV1946                         *CURRENT SURVEY CONTROL
 DV1946  ___________________________________________________________________
 DV1946* NAD 83(1992)-  33 01 32.34496(N)    113 40 30.91569(W)     ADJUSTED  
 DV1946* NAVD 88     -              **(meters)            **(feet)            
 DV1946  ___________________________________________________________________
 DV1946  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DV1946  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DV1946  HORZ ORDER  -  THIRD
 DV1946
 DV1946.The horizontal coordinates were established by classical geodetic methods
 DV1946.and adjusted by the National Geodetic Survey in August 1993.
 DV1946
 DV1946
 DV1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1946
 DV1946.The geoid height was determined by GEOID03.
 DV1946
 DV1946;                    North         East     Units Scale Factor Converg.
 DV1946;SPC AZ W     -   224,606.085   220,342.734   MT  0.99993393   +0 02 26.7
 DV1946;SPC AZ W     -   736,896.60    722,909.23   iFT  0.99993393   +0 02 26.7
 DV1946;UTM  12      - 3,657,311.466   250,124.086   MT  1.00036992   -1 27 31.7
 DV1946
 DV1946                          SUPERSEDED SURVEY CONTROL
 DV1946
 DV1946  NAD 83(1986)-  33 01 32.33910(N)    113 40 30.92096(W) AD(       ) 4
 DV1946  NAD 27      -  33 01 32.18000(N)    113 40 28.20000(W) AD(       ) 3
 DV1946
 DV1946.Superseded values are not recommended for survey control.
 DV1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1946.See file dsdata.txt to determine how the superseded data were derived.
 DV1946
 DV1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5012457311(NAD 83)
 DV1946_MARKER: 87 = DOME
 DV1946
 DV1946  HISTORY     - Date     Condition        Report By
 DV1946  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1946
 DV1946                          STATION DESCRIPTION
 DV1946
 DV1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1946'LOCATED ABOUT 14 MILES WEST-NORTHWEST OF HORN (A RAILROAD
 DV1946'STATION AND SECTION SIDING ON THE SOUTHERN PACIFIC RAILROAD).
 DV1946'
 DV1946'PEAK IS CONE SHAPED WITH PROMINENT DOME ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2051 ***********************************************************************
 DU2051  DESIGNATION -  DONELLEY
 DU2051  PID         -  DU2051
 DU2051  STATE/COUNTY-  AZ/PINAL
 DU2051  USGS QUAD   -  GRAYBACK (1964)
 DU2051
 DU2051                         *CURRENT SURVEY CONTROL
 DU2051  ___________________________________________________________________
 DU2051* NAD 83(1992)-  33 01 38.67628(N)    111 02 05.40778(W)     ADJUSTED  
 DU2051* NAVD 88     -       989.7    (meters)    3247.     (feet)  VERTCON   
 DU2051  ___________________________________________________________________
 DU2051  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 DU2051  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DU2051  HORZ ORDER  -  FIRST
 DU2051
 DU2051.The horizontal coordinates were established by classical geodetic methods
 DU2051.and adjusted by the National Geodetic Survey in August 1993.
 DU2051
 DU2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2051
 DU2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2051
 DU2051.The geoid height was determined by GEOID03.
 DU2051
 DU2051;                    North         East     Units Scale Factor Converg.
 DU2051;SPC AZ C     -   225,136.679   295,737.559   MT  0.99998364   +0 28 50.4
 DU2051;SPC AZ C     -   738,637.40    970,267.58   iFT  0.99998364   +0 28 50.4
 DU2051;UTM  12      - 3,654,326.173   496,746.820   MT  0.99960013   -0 01 08.4
 DU2051
 DU2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2051!SPC AZ C     -   0.99984915  x   0.99998364  =   0.99983279
 DU2051!UTM  12      -   0.99984915  x   0.99960013  =   0.99944934
 DU2051
 DU2051|---------------------------------------------------------------------|
 DU2051| PID    Reference Object                     Distance      Geod. Az  |
 DU2051|                                                           dddmmss.s |
 DU2051| CH5080 DONELLEY RM 2                        11.286 METERS 00754     |
 DU2051| CH5077 DONELLEY AZ MK                                     0150031.2 |
 DU2051| DU2054 SOUTH BUTTE CAIRN                   APPROX.16.1 KM 2921422.1 |
 DU2051| CH5079 DONELLEY RM 1                        12.625 METERS 30949     |
 DU2051| CH5078 DONELLEY AZ MK 2                                   3290412.6 |
 DU2051|---------------------------------------------------------------------|
 DU2051
 DU2051                          SUPERSEDED SURVEY CONTROL
 DU2051
 DU2051  NAD 83(1986)-  33 01 38.67038(N)    111 02 05.40701(W) AD(       ) 1
 DU2051  NAD 27      -  33 01 38.43610(N)    111 02 03.00010(W) AD(       ) 1
 DU2051  NGVD 29 (07/19/86)  989.0    (m)         3245.     (f) VERT ANG    3  
 DU2051
 DU2051.Superseded values are not recommended for survey control.
 DU2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2051.See file dsdata.txt to determine how the superseded data were derived.
 DU2051
 DU2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9674754326(NAD 83)
 DU2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2051+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2007
 DU2051
 DU2051  HISTORY     - Date     Condition        Report By
 DU2051  HISTORY     - 1935     MONUMENTED       CGS
 DU2051  HISTORY     - 1936     GOOD             CGS
 DU2051  HISTORY     - 1966     GOOD             AMS
 DU2051  HISTORY     - 1971     GOOD             NGS
 DU2051  HISTORY     - 1972     GOOD             AZHD
 DU2051  HISTORY     - 20070616 GOOD             GEOCAC
 DU2051  HISTORY     - 20080111 GOOD             GEOCAC
 DU2051
 DU2051                          STATION DESCRIPTION
 DU2051
 DU2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DU2051'ON A SMALL RIDGE 150 YARDS SOUTH OF THE FLORENCE-KELVIN ROAD,
 DU2051'NEAR THE SUMMIT BETWEEN DONELLEY WASH AND RIPSEY WASH, AND
 DU2051'ABOUT 19 MILES, AIR LINE, EAST OF FLORENCE.  MARKED BY A STANDARD
 DU2051'BRONZE DISK.  REFERENCE MARK NO. 1,
 DU2051'A STANDARD BRONZE REFERENCE DISK, IS 12.625 METERS
 DU2051'(41.42 FEET) FROM STATION N 50 DEG 26 MIN W.  REFERENCE
 DU2051'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2051'IS 11.286 METERS (37.03 FEET) FROM STATION N 07 DEG 54 MIN E
 DU2051'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DU2051'APPROXIMATELY 150 YARDS NORTH OF THE ROAD THAT TURNS
 DU2051'RIGHT OFF THE MAIN HIGHWAY AT A SIGN KELVIN 10 MILES AND ABOUT
 DU2051'10 YARDS EAST OF THE CENTERLINE OF THE MAIN HIGHWAY, IS
 DU2051'ONE-FOURTH MILE FROM STATION N 15 DEG 01 MIN E.
 DU2051
 DU2051                          STATION RECOVERY (1966)
 DU2051
 DU2051'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 DU2051'TRIG. STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DU2051'DESCRIPTION IS ADEQUATE.
 DU2051'
 DU2051'AZIMUTH MARK WAS RECOVERED - DESTROYED.
 DU2051'
 DU2051'REFERENCE MARKS NUMBER (1) AND (2) RECOVERED IN GOOD CONDITION.
 DU2051
 DU2051                          STATION RECOVERY (1971)
 DU2051
 DU2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2051'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DU2051'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 DU2051'DURING ROAD CONSTRUCTION AND A NEW AZIMUTH MARK WAS ESTABLISHED
 DU2051'AT THIS TIME.
 DU2051'
 DU2051'THE STATION MARK IS A STANDARD DISK STAMPED, DONELLEY 1935.
 DU2051'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 DU2051'FORMED ON TOP OF FRACTURED BEDROCK.  IT IS ON THE TOP OF
 DU2051'RIDGE AND CIRCLED BY BOULDERS.
 DU2051'
 DU2051'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DONELLEY NO 1
 DU2051'1935.  IT IS SET IN TOP OF A LARGE BOULDER WHICH IS ABOUT
 DU2051'3 FEET LOWER THAN THE STATION.
 DU2051'
 DU2051'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DONELLEY NO
 DU2051'2 1935.  IT IS SET IN THE TOP OF A LARGE BOULDER WHICH IS
 DU2051'ABOUT 7 FEET LOWER THAN STATION.
 DU2051'
 DU2051'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DONELLEY
 DU2051'1935 1971.  IT IS SET IN A DRILL HOLE IN THE TOP
 DU2051'OF AN OUTCROP OF WHITE BEDROCK.  IT IS 0.65 MILE
 DU2051'EAST OF STATION ALONG THE FLORENCE-KELVIN ROAD TO TOP OF RISE
 DU2051'THENCE ABOUT 100 YARDS ON THE LEFT OR NORTH SIDE OF ROAD.
 DU2051'2 FEET WEST A WITNESS POST AND SIGN.
 DU2051'
 DU2051'TO REACH THE STATION FROM THE COURT HOUSE IN FLORENCE, GO
 DU2051'EAST ALONG BUTTE AVENUE FOR 0.4 MILE TO THE HIGHWAY, CONTINUE
 DU2051'AHEAD ON THE FLORENCE-KELVIN ROAD FOR 22.85 MILES TO A POWER
 DU2051'LINE CROSSING, CONTINUE EAST FOR 0.7 MILE TO TOP OF A LOW
 DU2051'RIDGE AND THE STATION ON THE RIGHT ABOUT 100 YARDS SOUTH
 DU2051'ON HIGHEST PART OF RIDGE.
 DU2051'
 DU2051'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2051'
 DU2051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 DU2051'EAST OF FLORENCE.
 DU2051
 DU2051                          STATION RECOVERY (1972)
 DU2051
 DU2051'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2051'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
 DU2051
 DU2051                          STATION RECOVERY (2007)
 DU2051
 DU2051'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 DU2051'RECOVERED IN GOOD CONDITION.
 DU2051
 DU2051                          STATION RECOVERY (2008)
 DU2051
 DU2051'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2051'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DU2051'CONDITION AS DESCRIBED. AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0357 ***********************************************************************
 FS0357  DESIGNATION -  DONELLI
 FS0357  PID         -  FS0357
 FS0357  STATE/COUNTY-  AZ/MOHAVE
 FS0357  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0357
 FS0357                         *CURRENT SURVEY CONTROL
 FS0357  ___________________________________________________________________
 FS0357* NAD 83(1992)-  35 30 16.80348(N)    114 20 08.34183(W)     ADJUSTED  
 FS0357* NAVD 88     -       938.221  (meters)    3078.15   (feet)  ADJUSTED  
 FS0357  ___________________________________________________________________
 FS0357  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS0357  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0357  DYNAMIC HT  -         937.143 (meters)    3074.61  (feet)  COMP
 FS0357  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 FS0357
 FS0357  HORZ ORDER  -  SECOND
 FS0357  VERT ORDER  -  FIRST     CLASS I
 FS0357
 FS0357.The horizontal coordinates were established by classical geodetic methods
 FS0357.and adjusted by the National Geodetic Survey in August 1993.
 FS0357
 FS0357.The orthometric height was determined by differential leveling
 FS0357.and adjusted in June 1991.
 FS0357
 FS0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0357
 FS0357.The geoid height was determined by GEOID03.
 FS0357
 FS0357.The dynamic height is computed by dividing the NAVD 88
 FS0357.geopotential number by the normal gravity value computed on the
 FS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0357.degrees latitude (g = 980.6199 gals.).
 FS0357
 FS0357.The modeled gravity was interpolated from observed gravity values.
 FS0357
 FS0357;                    North         East     Units Scale Factor Converg.
 FS0357;SPC AZ W     -   499,733.426   160,230.598   MT  0.99996811   -0 20 24.5
 FS0357;SPC AZ W     - 1,639,545.36    525,690.94   iFT  0.99996811   -0 20 24.5
 FS0357;UTM  11      - 3,932,275.629   741,652.713   MT  1.00031969   +1 32 53.2
 FS0357
 FS0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0357!SPC AZ W     -   0.99985723  x   0.99996811  =   0.99982534
 FS0357!UTM  11      -   0.99985723  x   1.00031969  =   1.00017687
 FS0357
 FS0357|---------------------------------------------------------------------|
 FS0357| PID    Reference Object                     Distance      Geod. Az  |
 FS0357|                                                           dddmmss.s |
 FS0357| FS0359 DONELLI RM 1                          8.222 METERS 08504     |
 FS0357| FS0362 DONELLI AZ MK                                      1424928.9 |
 FS0357| FS1071 LOST CABIN CAIRN NW                 APPROX.16.4 KM 2591143.5 |
 FS0357| FS0358 Z 121                                11.020 METERS 33522     |
 FS0357| CS4801 Z 121                                11.024 METERS 33522     |
 FS0357|---------------------------------------------------------------------|
 FS0357
 FS0357                          SUPERSEDED SURVEY CONTROL
 FS0357
 FS0357  NAD 83(1986)-  35 30 16.80133(N)    114 20 08.33606(W) AD(       ) 2
 FS0357  NAD 27      -  35 30 16.82800(N)    114 20 05.48300(W) AD(       ) 2
 FS0357  NGVD 29 (??/??/92)  937.434  (m)         3075.56   (f) ADJ UNCH    1 1
 FS0357
 FS0357.Superseded values are not recommended for survey control.
 FS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0357.See file dsdata.txt to determine how the superseded data were derived.
 FS0357
 FS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4165332276(NAD 83)
 FS0357_MARKER: DS = TRIANGULATION STATION DISK
 FS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0357_STAMPING: DONELLI 1947
 FS0357_MARK LOGO: CGS   
 FS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0357+STABILITY: SURFACE MOTION
 FS0357
 FS0357  HISTORY     - Date     Condition        Report By
 FS0357  HISTORY     - 1948     MONUMENTED       CGS
 FS0357  HISTORY     - 1949     GOOD             NGS
 FS0357  HISTORY     - 1950     GOOD             CGS
 FS0357  HISTORY     - 1955     GOOD             CGS
 FS0357  HISTORY     - 1968     GOOD             AZHD
 FS0357  HISTORY     - 1981     GOOD             AZDT
 FS0357  HISTORY     - 1982     GOOD             NGS
 FS0357
 FS0357                          STATION DESCRIPTION
 FS0357
 FS0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS0357'THE STATION IS IN THE BROAD VALLEY ON THE EASTERN SIDE OF THE
 FS0357'BLACK MOUNTAINS, ON THE WESTERN SIDE OF U.S. HIGHWAY 93 AND 466.
 FS0357'IT IS ABOUT 26 MILES, AIRLINE, NORTHWEST OF KINGMAN, AND 10
 FS0357'MILES NORTHWEST OF CHLORIDE.
 FS0357'
 FS0357'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 FS0357'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF
 FS0357'THE GROUND, IS STAMPED DONELLI 1947.  IT IS 25 FEET WEST OF THE
 FS0357'NORTH AND SOUTH RIGHT-OF-WAY FENCE, AND ABOUT 60 FEET WEST OF THE
 FS0357'CENTERLINE OF THE HIGHWAY.
 FS0357'
 FS0357'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 12
 FS0357'INCH SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND,
 FS0357'IS STAMPED DONELLI NO 1 1947.  IT IS 1/2 FOOT WEST OF THE
 FS0357'RIGHT-OF-WAY FENCE AND APPROXIMATELY THE SAME ELEVATION AS THE
 FS0357'STATION MARK.
 FS0357'
 FS0357'REFERENCE MARK NO. 2, A STANDARD USC AND GS BENCH MARK DISK SET
 FS0357'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING 10
 FS0357'INCHES ABOVE THE GROUND, IS STAMPED Z 121 1935.  IT IS 1-1/2 FOOT
 FS0357'EAST OF A 4 INCH SQUARE WHITE WOODEN WITNESS POST, AND 22-1/2
 FS0357'FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FS0357'
 FS0357'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 FS0357'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND, IS
 FS0357'STAMPED DONELLI 1947.  IT IS ON THE EAST SIDE OF U.S. HIGHWAY
 FS0357'93 AND 466, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 FS0357'100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0357'
 FS0357'TO REACH THE STATION FROM THE ATCHISON, TOPEKA, AND SANTA FE
 FS0357'RAILROAD DEPOT IN KINGMAN GO NORTH AND WEST ON U.S. HIGHWAY 93
 FS0357'AND 466 FOR 27.7 MILES TO THE STATION ON THE LEFT.  A DRIVE
 FS0357'STATION.
 FS0357
 FS0357                          STATION RECOVERY (1949)
 FS0357
 FS0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FS0357'8.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0357'8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0357'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE SOUTHEAST
 FS0357'OF MILEPOST 44, 74 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0357'HIGHWAY, 25.3 FEET SOUTHWEST OF A FENCE, ABOUT 1 FOOT LOWER
 FS0357'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0357'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0357
 FS0357                          STATION RECOVERY (1950)
 FS0357
 FS0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS0357'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FS0357'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE
 FS0357'MARKS AND THE AZIMUTH MARK WERE MEASURED AND FOUND TO BE CORRECT.
 FS0357'THE DESCRIPTION OF THE STATION IS ADEQUATE WITH THE FOLLOWING
 FS0357'ADDITION--THE STATION IS 1.2 MILES NORTHWEST OF A T- JUNCTION
 FS0357'WHICH IS AT OLD RUINS OF ABANDONED BUILDINGS.
 FS0357
 FS0357                          STATION RECOVERY (1955)
 FS0357
 FS0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS0357'RECOVERED - THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 FS0357'WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND
 FS0357'CORRECT.
 FS0357
 FS0357                          STATION RECOVERY (1968)
 FS0357
 FS0357'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS0357'GENERAL LOCATION THE STATION, BOTH REFERENCE MARKS AND THE
 FS0357'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION
 FS0357'IS ADEQUATE AND CORRECT
 FS0357
 FS0357                          STATION RECOVERY (1981)
 FS0357
 FS0357'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0357'THE STATION MARK, REFERENCE MARKS AND AZ1MUTH MARK WERE RECOVERED IN
 FS0357'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  A NEW ROUTN TO THE
 FS0357'STATION FOLLOWS.
 FS0357'
 FS0357'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS0357'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS0357'US 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE
 FS0357'CONTINUE NORTH ALONG US 93 FOR 18.35 MILES TO GRASSHOPPER JUNCTION,
 FS0357'CONTINUE NORTH FOR 7.85 MILES TO COTTONWOOD ROAD ON THE LEFT, CONTINUE
 FS0357'NORTH FOR 1.15 MILES TO THE STATION ON THE LEFT, 75 FEET WEST OF THE
 FS0357'HIGHWAY AND 25 FEET EAST OF THE RIGHT OF WAY FENCELINE AND 3 FEET EAST
 FS0357'OF THE WITNESS POST.
 FS0357
 FS0357                          STATION RECOVERY (1982)
 FS0357
 FS0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0362 ***********************************************************************
 FS0362  DESIGNATION -  DONELLI AZ MK
 FS0362  PID         -  FS0362
 FS0362  STATE/COUNTY-  AZ/MOHAVE
 FS0362  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0362
 FS0362                         *CURRENT SURVEY CONTROL
 FS0362  ___________________________________________________________________
 FS0362* NAD 83(1986)-  35 30 06.     (N)    114 19 57.     (W)     SCALED    
 FS0362* NAVD 88     -       943.118  (meters)    3094.21   (feet)  ADJUSTED  
 FS0362  ___________________________________________________________________
 FS0362  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0362  DYNAMIC HT  -         942.034 (meters)    3090.66  (feet)  COMP
 FS0362  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 FS0362
 FS0362  VERT ORDER  -  FIRST     CLASS I
 FS0362
 FS0362.The horizontal coordinates were scaled from a topographic map and have
 FS0362.an estimated accuracy of +/- 6 seconds.
 FS0362
 FS0362.The orthometric height was determined by differential leveling
 FS0362.and adjusted in June 1991.
 FS0362
 FS0362.The geoid height was determined by GEOID03.
 FS0362
 FS0362.The dynamic height is computed by dividing the NAVD 88
 FS0362.geopotential number by the normal gravity value computed on the
 FS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0362.degrees latitude (g = 980.6199 gals.).
 FS0362
 FS0362.The modeled gravity was interpolated from observed gravity values.
 FS0362
 FS0362;                    North         East    Units  Estimated Accuracy
 FS0362;SPC AZ W     -   499,400.      160,510.      MT  (+/- 180 meters Scaled)
 FS0362
 FS0362                          SUPERSEDED SURVEY CONTROL
 FS0362
 FS0362.No superseded survey control is available for this station.
 FS0362
 FS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV419319(NAD 83)
 FS0362_MARKER: DZ = AZIMUTH MARK DISK
 FS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0362_STAMPING: DONELLI 1947
 FS0362_MARK LOGO: CHS   
 FS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0362+STABILITY: SURFACE MOTION
 FS0362
 FS0362  HISTORY     - Date     Condition        Report By
 FS0362  HISTORY     - 1947     MONUMENTED       CGS
 FS0362  HISTORY     - 1950     GOOD             NGS
 FS0362  HISTORY     - 1982     GOOD             NGS
 FS0362
 FS0362                          STATION DESCRIPTION
 FS0362
 FS0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0362'8.3 MI NW FROM GRASSHOPPER JUNCTION.
 FS0362'8.3 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0362'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 101 FEET EAST OF THE
 FS0362'CENTER LINE OF THE HIGHWAY, 83.2 FEET NORTHEAST OF THE NORTHWEST
 FS0362'END OF THE NORTHEAST CONCRETE HEAD WALL OF A 30-INCH CORRUGATED
 FS0362'METAL PIPE CULVERT, 1.3 FEET WEST OF A WIRE FENCE, ABOUT 1 FOOT
 FS0362'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0362'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0362
 FS0362                          STATION RECOVERY (1982)
 FS0362
 FS0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0362'RECOVERED IN GOOD CONDITION. ADD--1.6 KM (1.0 MI) NORTHWEST OF
 FS0362'COTTONWOOD ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0359 ***********************************************************************
 FS0359  DESIGNATION -  DONELLI RM 1
 FS0359  PID         -  FS0359
 FS0359  STATE/COUNTY-  AZ/MOHAVE
 FS0359  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0359
 FS0359                         *CURRENT SURVEY CONTROL
 FS0359  ___________________________________________________________________
 FS0359* NAD 83(1986)-  35 30 16.     (N)    114 20 09.     (W)     SCALED    
 FS0359* NAVD 88     -       938.374  (meters)    3078.65   (feet)  ADJUSTED  
 FS0359  ___________________________________________________________________
 FS0359  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0359  DYNAMIC HT  -         937.296 (meters)    3075.11  (feet)  COMP
 FS0359  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 FS0359
 FS0359  VERT ORDER  -  FIRST     CLASS I
 FS0359
 FS0359.The horizontal coordinates were scaled from a topographic map and have
 FS0359.an estimated accuracy of +/- 6 seconds.
 FS0359
 FS0359.The orthometric height was determined by differential leveling
 FS0359.and adjusted in June 1991.
 FS0359
 FS0359.The geoid height was determined by GEOID03.
 FS0359
 FS0359.The dynamic height is computed by dividing the NAVD 88
 FS0359.geopotential number by the normal gravity value computed on the
 FS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0359.degrees latitude (g = 980.6199 gals.).
 FS0359
 FS0359.The modeled gravity was interpolated from observed gravity values.
 FS0359
 FS0359;                    North         East    Units  Estimated Accuracy
 FS0359;SPC AZ W     -   499,710.      160,210.      MT  (+/- 180 meters Scaled)
 FS0359
 FS0359                          SUPERSEDED SURVEY CONTROL
 FS0359
 FS0359  NGVD 29 (??/??/92)  937.588  (m)         3076.07   (f) ADJ UNCH    1 1
 FS0359
 FS0359.Superseded values are not recommended for survey control.
 FS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0359.See file dsdata.txt to determine how the superseded data were derived.
 FS0359
 FS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV416322(NAD 83)
 FS0359_MARKER: DR = REFERENCE MARK DISK
 FS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0359_STAMPING: DONELLI NO 1 1947
 FS0359_MARK LOGO: CGS   
 FS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0359+STABILITY: SURFACE MOTION
 FS0359
 FS0359  HISTORY     - Date     Condition        Report By
 FS0359  HISTORY     - 1947     MONUMENTED       CGS
 FS0359  HISTORY     - 1949     GOOD             NGS
 FS0359  HISTORY     - 1982     GOOD             NGS
 FS0359
 FS0359                          STATION DESCRIPTION
 FS0359
 FS0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0359'8.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0359'8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0359'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE SOUTHEAST
 FS0359'OF MILEPOST 44, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0359'HIGHWAY, 27.0 FEET EAST OF TRIANGULATION STATION DONELLI, 0.7
 FS0359'FOOT SOUTHWEST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 FS0359'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 FS0359'THE GROUND.
 FS0359
 FS0359                          STATION RECOVERY (1982)
 FS0359
 FS0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2077 ***********************************************************************
 DU2077  DESIGNATION -  DONEY
 DU2077  PID         -  DU2077
 DU2077  STATE/COUNTY-  AZ/PINAL
 DU2077  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU2077
 DU2077                         *CURRENT SURVEY CONTROL
 DU2077  ___________________________________________________________________
 DU2077* NAD 83(1992)-  33 16 03.80770(N)    111 20 17.12714(W)     ADJUSTED  
 DU2077* NAVD 88     -       636.1    (meters)    2087.     (feet)  VERTCON   
 DU2077  ___________________________________________________________________
 DU2077  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 DU2077  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DU2077  HORZ ORDER  -  SECOND
 DU2077
 DU2077.The horizontal coordinates were established by classical geodetic methods
 DU2077.and adjusted by the National Geodetic Survey in August 1993.
 DU2077
 DU2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2077
 DU2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2077
 DU2077.The geoid height was determined by GEOID03.
 DU2077
 DU2077;                    North         East     Units Scale Factor Converg.
 DU2077;SPC AZ C     -   251,590.326   267,260.856   MT  0.99993581   +0 19 02.6
 DU2077;SPC AZ C     -   825,427.58    876,840.08   iFT  0.99993581   +0 19 02.6
 DU2077;UTM  12      - 3,681,018.491   468,512.616   MT  0.99961222   -0 11 07.7
 DU2077
 DU2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2077!SPC AZ C     -   0.99990472  x   0.99993581  =   0.99984054
 DU2077!UTM  12      -   0.99990472  x   0.99961222  =   0.99951698
 DU2077
 DU2077|---------------------------------------------------------------------|
 DU2077| PID    Reference Object                     Distance      Geod. Az  |
 DU2077|                                                           dddmmss.s |
 DU2077| CH5081 DONEY RM 1                            5.734 METERS 10511     |
 DU2077| DU2055 LORE RESET                          APPROX. 2.1 KM 1874530.0 |
 DU2077| CH5082 DONEY RM 2                           13.608 METERS 27657     |
 DU2077|---------------------------------------------------------------------|
 DU2077
 DU2077                          SUPERSEDED SURVEY CONTROL
 DU2077
 DU2077  NAD 83(1986)-  33 16 03.80220(N)    111 20 17.13004(W) AD(       ) 2
 DU2077  NAD 27      -  33 16 03.60848(N)    111 20 14.67434(W) AD(       ) 2
 DU2077  NGVD 29 (07/19/86)  635.5    (m)         2085.     (f) VERT ANG    3  
 DU2077
 DU2077.Superseded values are not recommended for survey control.
 DU2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2077.See file dsdata.txt to determine how the superseded data were derived.
 DU2077
 DU2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6851381018(NAD 83)
 DU2077_MARKER: DD = SURVEY DISK
 DU2077_SETTING: 66 = SET IN ROCK OUTCROP
 DU2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2077+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2008
 DU2077
 DU2077  HISTORY     - Date     Condition        Report By
 DU2077  HISTORY     - 1976     MONUMENTED       AZDT
 DU2077  HISTORY     - 20080509 GOOD             GEOCAC
 DU2077
 DU2077                          STATION DESCRIPTION
 DU2077
 DU2077'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2077'THE STATION IS ABOUT 0.7 MILES NORTH OF FLORENCE JUNCTION AND
 DU2077'U.S. HIGHWAY 60-80-89 ON THE HIGHEST PART OF A HILL.
 DU2077'
 DU2077'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DONEY
 DU2077'P AND M G.S. 1975 AND IS EPOXIED IN A DRILL HOLE IN A ROCK
 DU2077'OUTCROP.  THE STATION IS LOCATED ON HIGHEST PART OF A LOW HILL
 DU2077'ABOUT 800 FEET EAST OF AN OLD PAVED ROAD.
 DU2077'
 DU2077'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2077'1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2077'
 DU2077'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2,
 DU2077'1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2077'
 DU2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 DU2077'80-89 AT FLORENCE JUNCTION, GO NORTHWEST ON U.S. 60 FOR 0.25
 DU2077'MILES TO AN OLD PAVED ROAD ON THE RIGHT (NORTH).  FOLLOW OLD PAVED
 DU2077'ROAD FOR 0.45 MILES TO THE STATION ON THE RIGHT (EAST) ABOUT 800
 DU2077'FEET EAST OF ROAD ON A LOW HILL.  ABOUT A 5 MINUTE PACK.
 DU2077'
 DU2077'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2077
 DU2077                          STATION RECOVERY (2008)
 DU2077
 DU2077'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2077'STATION, RM1 AND RM2 RECOVERED.  STATION DISK HAS BEEN SCRATCHED BUT
 DU2077'NOT DISTURBED AND IS
 DU2077'STILL LEGIBLE.  WITH THE NEW OVERPASS AT FLORENCE JUNCTION, REACHING
 DU2077'THE STATION WILL REQUIRE
 DU2077'EXITING US 60 AT THE FLORENCE JUNCTION EXIT, AND DRIVING NORTH TO OLD
 DU2077'US 60 AND PROCEEDING
 DU2077'FROM THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1278 ***********************************************************************
 DA1278  DESIGNATION -  DONKEY
 DA1278  PID         -  DA1278
 DA1278  STATE/COUNTY-  AZ/MARICOPA
 DA1278  USGS QUAD   -  TOM THUMB (1986)
 DA1278
 DA1278                         *CURRENT SURVEY CONTROL
 DA1278  ___________________________________________________________________
 DA1278* NAD 83(1992)-  32 33 26.69484(N)    112 33 23.11637(W)     ADJUSTED  
 DA1278* NAVD 88     -       946.8    (meters)    3106.     (feet)  VERTCON   
 DA1278  ___________________________________________________________________
 DA1278  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DA1278  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DA1278  HORZ ORDER  -  THIRD
 DA1278
 DA1278.The horizontal coordinates were established by classical geodetic methods
 DA1278.and adjusted by the National Geodetic Survey in August 1993.
 DA1278
 DA1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1278
 DA1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1278
 DA1278.The geoid height was determined by GEOID03.
 DA1278
 DA1278;                    North         East     Units Scale Factor Converg.
 DA1278;SPC AZ C     -   172,854.071   153,281.648   MT  0.99994449   -0 20 39.4
 DA1278;SPC AZ C     -   567,106.53    502,892.55   iFT  0.99994449   -0 20 39.4
 DA1278;UTM  12      - 3,603,291.908   353,876.429   MT  0.99986330   -0 50 15.8
 DA1278
 DA1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1278!SPC AZ C     -   0.99985621  x   0.99994449  =   0.99980071
 DA1278!UTM  12      -   0.99985621  x   0.99986330  =   0.99971953
 DA1278
 DA1278:                Primary Azimuth Mark                     Grid Az
 DA1278:SPC AZ C     -  SAUCEEDO                                 197 03 04.7
 DA1278:UTM  12      -  SAUCEEDO                                 197 32 41.1
 DA1278
 DA1278|---------------------------------------------------------------------|
 DA1278| PID    Reference Object                     Distance      Geod. Az  |
 DA1278|                                                           dddmmss.s |
 DA1278| DA1494 SAUCEEDO                            APPROX.11.1 KM 1964225.3 |
 DA1278|---------------------------------------------------------------------|
 DA1278
 DA1278                          SUPERSEDED SURVEY CONTROL
 DA1278
 DA1278  NAD 83(1986)-  32 33 26.68372(N)    112 33 23.11990(W) AD(       ) 3
 DA1278  NGVD 29 (06/20/88)  946.1    (m)         3104.     (f) VERT ANG    3  
 DA1278
 DA1278.Superseded values are not recommended for survey control.
 DA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1278.See file dsdata.txt to determine how the superseded data were derived.
 DA1278
 DA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5387603292(NAD 83)
 DA1278_MARKER: DS = TRIANGULATION STATION DISK
 DA1278_SETTING: 80 = SET IN A BOULDER
 DA1278_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1278+STABILITY: SURFACE MOTION
 DA1278
 DA1278  HISTORY     - Date     Condition        Report By
 DA1278  HISTORY     - 1949     MONUMENTED       USGS
 DA1278
 DA1278                          STATION DESCRIPTION
 DA1278
 DA1278'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DA1278'LOCATED ABOUT 29.0 MI SSW. OF GILA BEND, 2.5 MI WSW. OF ABANDONED
 DA1278'INDIAN VILLAGE OF SAUCEDA.  ON EAST RIM OF LARGE BRUSHY BLACK LAVA
 DA1278'RIDGE, 200 FT W. OF EDGE OF FLAT RIDGE TOP IN AREA CLEARED OF
 DA1278'BRUSH AND OCOTILLO JUST N. OF SWALE BETWEEN TWO SMALL POINTS ON
 DA1278'EDGE OF RIDGE.
 DA1278'
 DA1278'TO REACH FROM GILA BEND POST OFFICE, DRIVE 10.7 MI SW. ON STATE
 DA1278'HWY. 85.  TURN LEFT (S.) ON DIRT RD. CROSSING RR. TRACKS 9.5 MI TO
 DA1278'RD. FORKS.  TAKE LEFT FORK 0.7 MI TO RD. FORKS.  TAKE LEFT FORK 0.6
 DA1278'MI TO FENCE, PASS THROUGH GATE 6.0 MI S.  TURN LEFT ABOUT 75
 DA1278'YARDS CROSS-COUNTRY TO N.-S. RD.  CONTINUE 5.85 MI S. TO
 DA1278'ABANDONED INDIAN VILLAGE AT SAUCEDA WELL.  TURN RIGHT (W.) ON DIM
 DA1278'RD. AT LOWER END OF VILLAGE 1.25 MI TO SADDLE.  LEAVE RD. S.
 DA1278'CROSS-COUNTRY 1.3 MI UP LARGE VALLEY TO END OF RD.  PACK ACROSS
 DA1278'DRAIN AND UP TO TOP OF RIDGE.  A 45-MINUTE PACK.  (4-WHEEL DRIVE
 DA1278'NEEDED AFTER LEAVING RD.)
 DA1278'
 DA1278'STATION MARK--STANDARD TABLET STAMPED---DONKEY 1949---, CEMENTED IN
 DA1278'DRILL HOLE IN NATURALLY-EMBEDDED LAVA BOULDER.
 DA1278'
 DA1278'RM 1--STANDARD RM TABLET STAMPED---RM 1 DONKEY 1949---, CEMENTED IN
 DA1278'NATURALLY-EMBEDDED BOULDER.
 DA1278'
 DA1278'RM 2--STANDARD RM TABLET STAMPED---RM 2 DONKEY 1949---, CEMENTED IN
 DA1278'NATURALLY-EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2078 ***********************************************************************
 DU2078  DESIGNATION -  DONS
 DU2078  PID         -  DU2078
 DU2078  STATE/COUNTY-  AZ/PINAL
 DU2078  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU2078
 DU2078                         *CURRENT SURVEY CONTROL
 DU2078  ___________________________________________________________________
 DU2078* NAD 83(1992)-  33 17 40.78254(N)    111 21 00.60900(W)     ADJUSTED  
 DU2078* NAVD 88     -       673.8    (meters)    2211.     (feet)  VERTCON   
 DU2078  ___________________________________________________________________
 DU2078  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DU2078  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU2078  HORZ ORDER  -  SECOND
 DU2078
 DU2078.The horizontal coordinates were established by classical geodetic methods
 DU2078.and adjusted by the National Geodetic Survey in August 1993.
 DU2078
 DU2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2078
 DU2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2078
 DU2078.The geoid height was determined by GEOID03.
 DU2078
 DU2078;                    North         East     Units Scale Factor Converg.
 DU2078;SPC AZ C     -   254,571.537   266,119.403   MT  0.99993431   +0 18 39.5
 DU2078;SPC AZ C     -   835,208.45    873,095.15   iFT  0.99993431   +0 18 39.5
 DU2078;UTM  12      - 3,684,008.644   467,397.740   MT  0.99961310   -0 11 32.0
 DU2078
 DU2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2078!SPC AZ C     -   0.99989878  x   0.99993431  =   0.99983310
 DU2078!UTM  12      -   0.99989878  x   0.99961310  =   0.99951192
 DU2078
 DU2078|---------------------------------------------------------------------|
 DU2078| PID    Reference Object                     Distance      Geod. Az  |
 DU2078|                                                           dddmmss.s |
 DU2078| CH5084 DONS RM 2                             9.549 METERS 01535     |
 DU2078| CH5083 DONS RM 1                            10.859 METERS 13517     |
 DU2078| DU2081 SCENIC                              APPROX. 5.7 KM 2870703.3 |
 DU2078|---------------------------------------------------------------------|
 DU2078
 DU2078                          SUPERSEDED SURVEY CONTROL
 DU2078
 DU2078  NAD 83(1986)-  33 17 40.77717(N)    111 21 00.61196(W) AD(       ) 2
 DU2078  NAD 27      -  33 17 40.58656(N)    111 20 58.15370(W) AD(       ) 2
 DU2078  NGVD 29 (07/19/86)  673.3    (m)         2209.     (f) VERT ANG    3  
 DU2078
 DU2078.Superseded values are not recommended for survey control.
 DU2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2078.See file dsdata.txt to determine how the superseded data were derived.
 DU2078
 DU2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6739884009(NAD 83)
 DU2078_MARKER: DD = SURVEY DISK
 DU2078_SETTING: 66 = SET IN ROCK OUTCROP
 DU2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2078+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2008
 DU2078
 DU2078  HISTORY     - Date     Condition        Report By
 DU2078  HISTORY     - 1975     MONUMENTED       AZDT
 DU2078  HISTORY     - 20080907 GOOD             GEOCAC
 DU2078
 DU2078                          STATION DESCRIPTION
 DU2078
 DU2078'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2078'THE STATION IS ABOUT 2.8 MILES NORTHWEST OF FLORENCE JUNCTION
 DU2078'AND 1.9 MILES NORTH OF U.S. HWY. 60-80-89 ON A ROCKY RIDGE THAT
 DU2078'EXTENDS EAST AND WEST.
 DU2078'
 DU2078'THE STATION IS AN A.D.O.T. HWY. DIVISION DISK STAMPED DONS
 DU2078'P AND M GS 1975 AND IS EPOXIED IN A ROCK OUTCROP.  THE STATION
 DU2078'IS LOCATED ON A ROCKY RIDGE WHICH PARALLELS THE OLD PAVED ROAD
 DU2078'AND IS ABOUT 250 FEET HIGHER THAN THE ROADWAY.  THE RIDGE IS
 DU2078'ABOUT 3/4 MILE LONG RUNNING EAST-WEST AND STATION IS WEST OF
 DU2078'CENTER OF RIDGE AND IS NOT ON THE HIGHEST POINT.
 DU2078'
 DU2078'REFERENCE MARK 1 IS AN A.D.O.T. HWY. DIVISION DISK STAMPED
 DU2078'RM 1 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2078'
 DU2078'REFERENCE MARK 2 IS AN A.D.O.T. HWY. DIVISION DISK STAMPED
 DU2078'RM 2 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2078'
 DU2078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DU2078'80-89 AT FLORENCE JUNCTION, GO NORTHWEST ON U.S. 60 FOR 0.25
 DU2078'MILES TO AN OLD PAVED ROAD ON THE RIGHT (NORTH).  FOLLOW OLD
 DU2078'PAVED ROAD FOR 3.45 MILES PASSING A MICRO-WAVE STATION ON THE
 DU2078'LEFT NEAR THE SOUTHEAST END OF A ROCKY RIDGE.  ABOUT MIDWAY OF
 DU2078'RIDGE, TAKE TRAIL, LEFT, TO THE BASE OF THE RIDGE.  ABOUT A 15
 DU2078'MIN. PACK TO STATION.
 DU2078'
 DU2078'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2078
 DU2078                          STATION RECOVERY (2008)
 DU2078
 DU2078'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0972 ***********************************************************************
 CG0972  DESIGNATION -  DOPE
 CG0972  PID         -  CG0972
 CG0972  STATE/COUNTY-  AZ/COCHISE
 CG0972  USGS QUAD   -  BENSON (1983)
 CG0972
 CG0972                         *CURRENT SURVEY CONTROL
 CG0972  ___________________________________________________________________
 CG0972* NAD 83(1992)-  31 56 50.01062(N)    110 20 29.16194(W)     ADJUSTED  
 CG0972* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 CG0972  ___________________________________________________________________
 CG0972  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CG0972  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0972  HORZ ORDER  -  SECOND
 CG0972
 CG0972.The horizontal coordinates were established by classical geodetic methods
 CG0972.and adjusted by the National Geodetic Survey in August 1993.
 CG0972
 CG0972.The orthometric height was scaled from a topographic map.
 CG0972
 CG0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0972
 CG0972.The geoid height was determined by GEOID03.
 CG0972
 CG0972;                    North         East     Units Scale Factor Converg.
 CG0972;SPC AZ E     -   105,028.934   196,837.886   MT  0.99990337   -0 05 32.9
 CG0972;SPC AZ E     -   344,583.12    645,793.59   iFT  0.99990337   -0 05 32.9
 CG0972;SPC AZ C     -   106,099.035   362,287.318   MT  1.00017345   +0 50 01.2
 CG0972;SPC AZ C     -   348,093.95  1,188,606.69   iFT  1.00017345   +0 50 01.2
 CG0972;UTM  12      - 3,534,775.307   562,241.302   MT  0.99964778   +0 20 54.5
 CG0972
 CG0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0972!SPC AZ E     -   0.99980471  x   0.99990337  =   0.99970810
 CG0972!SPC AZ C     -   0.99980471  x   1.00017345  =   0.99997813
 CG0972!UTM  12      -   0.99980471  x   0.99964778  =   0.99945256
 CG0972
 CG0972|---------------------------------------------------------------------|
 CG0972| PID    Reference Object                     Distance      Geod. Az  |
 CG0972|                                                           dddmmss.s |
 CG0972| CC7265 DOPE RM 1                            12.700 METERS 01753     |
 CG0972| CC7267 DOPE RM 3                                          09101     |
 CG0972| CC7266 DOPE RM 2                            13.322 METERS 12612     |
 CG0972| CG0975 AVIATION BEACON 45 A                APPROX. 4.0 KM 2214040.4 |
 CG0972| CG0968 DOPE 2                               49.291 METERS 22141     |
 CG0972|---------------------------------------------------------------------|
 CG0972
 CG0972                          SUPERSEDED SURVEY CONTROL
 CG0972
 CG0972  NAD 83(1986)-  31 56 50.00458(N)    110 20 29.15798(W) AD(       ) 2
 CG0972  NAD 27      -  31 56 49.70260(N)    110 20 26.89960(W) AD(       ) 2
 CG0972
 CG0972.Superseded values are not recommended for survey control.
 CG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0972.See file dsdata.txt to determine how the superseded data were derived.
 CG0972
 CG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6224134775(NAD 83)
 CG0972_MARKER: DS = TRIANGULATION STATION DISK
 CG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0972
 CG0972  HISTORY     - Date     Condition        Report By
 CG0972  HISTORY     - 1960     MONUMENTED       CGS
 CG0972  HISTORY     - 1961     GOOD             AZHD
 CG0972
 CG0972                          STATION DESCRIPTION
 CG0972
 CG0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0972'STATION IS LOCATED ON A SMALL RIDGE ABOUT 3 MILES, AIRLINE,
 CG0972'WEST-SOUTHWEST OF BENSON, 1-1/2 MILES SOUTH OF U.S. HIGHWAY
 CG0972'80 AND 3/4 MILE SOUTHWEST OF THE RAILROAD SIDING AT WHETSTONE.
 CG0972'
 CG0972'REACHED FROM THE EAST END OF WHETSTONE OVERPASS (ABOUT 3.5
 CG0972'MILES WEST OF BENSON) IN THE EAST BOUND LANE OF U.S. HIGHWAY
 CG0972'80, BY GOING EAST ON HIGHWAY 80 FOR 0.15 MILE TO A SIDE ROAD
 CG0972'RIGHT AND SIGN WHETSTONE, TURN RIGHT, SOUTHEAST, FOR 0.7 MILE
 CG0972'TO FORKS, TAKE RIGHT FORK, CROSSING RAILROAD TRACKS, FOR
 CG0972'0.2 MILE TO TWO GATES ABOUT 75 FEET APART CONTINUE ON TRACK
 CG0972'ROAD, PASSING THROUGH BOTH GATES FOR 0.4 MILE TO FORKS, TAKE
 CG0972'RIGHT FORK FOR 0.7 MILE TO SUMMIT OF SMALL RIDGE, AT THIS
 CG0972'POINT TURN LEFT AND FOLLOW RIDGE NORTHEAST FOR 0.6 MILE TO
 CG0972'STATION.
 CG0972'
 CG0972'STATION MARKS ARE STANDARD DISKS, STAMPED DOPE 1960.  THE
 CG0972'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CG0972'POST PROJECTING 6 INCHES.  IT IS 9.2 FEET SOUTH OF A WITNESS
 CG0972'POST.
 CG0972'
 CG0972'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOPE NO 1 1960,
 CG0972'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0972'6 INCHES.  IT IS 32.8 FEET NORTH OF THE WITNESS POST.
 CG0972'
 CG0972'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DOPE NO 2
 CG0972'1960, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CG0972'PROJECTING 4 INCHES.  IT IS 48.8 FEET SOUTH OF THE
 CG0972'WITNESS POST.
 CG0972'
 CG0972'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  EITHER
 CG0972'TRIANGULATION STATION WHET OR BEACON NO. 14 CAN BE USED AS
 CG0972'AZIMUTH MARK.
 CG0972'
 CG0972'NOTE--NO DESCRIPTION FOR R.M. 3 WAS WRITTEN BY FIELD PARTY.
 CG0972
 CG0972                          STATION RECOVERY (1961)
 CG0972
 CG0972'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1961
 CG0972'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CG0972'A NEW STATION DOPE 2 WAS ESTABLISHED ON THE LINE TO BEACON
 CG0972'14A AND IT IS 161.418 FEET FROM STATION.  STATION AND REFERENCE
 CG0972'MARKS 1 AND 2 WERE DESTROYED AFTER DOPE 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0968 ***********************************************************************
 CG0968  DESIGNATION -  DOPE 2
 CG0968  PID         -  CG0968
 CG0968  STATE/COUNTY-  AZ/COCHISE
 CG0968  USGS QUAD   -  BENSON (1983)
 CG0968
 CG0968                         *CURRENT SURVEY CONTROL
 CG0968  ___________________________________________________________________
 CG0968* NAD 83(1992)-  31 56 48.81535(N)    110 20 30.40988(W)     NO CHECK  
 CG0968* NAVD 88     -      1269.     (meters)    4163.     (feet)  SCALED    
 CG0968  ___________________________________________________________________
 CG0968  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CG0968  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0968  HORZ ORDER  -  THIRD
 CG0968
 CG0968.The horizontal coordinates were established by classical geodetic methods
 CG0968.and adjusted by the National Geodetic Survey in August 1993.
 CG0968.No horizontal observational check was made to the station.
 CG0968
 CG0968.The orthometric height was scaled from a topographic map.
 CG0968
 CG0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0968
 CG0968.The geoid height was determined by GEOID03.
 CG0968
 CG0968;                    North         East     Units Scale Factor Converg.
 CG0968;SPC AZ E     -   104,992.174   196,805.055   MT  0.99990338   -0 05 33.6
 CG0968;SPC AZ E     -   344,462.51    645,685.88   iFT  0.99990338   -0 05 33.6
 CG0968;SPC AZ C     -   106,061.739   362,255.076   MT  1.00017333   +0 50 00.5
 CG0968;SPC AZ C     -   347,971.58  1,188,500.91   iFT  1.00017333   +0 50 00.5
 CG0968;UTM  12      - 3,534,738.305   562,208.763   MT  0.99964773   +0 20 53.9
 CG0968
 CG0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0968!SPC AZ E     -   0.99980518  x   0.99990338  =   0.99970858
 CG0968!SPC AZ C     -   0.99980518  x   1.00017333  =   0.99997848
 CG0968!UTM  12      -   0.99980518  x   0.99964773  =   0.99945298
 CG0968
 CG0968:                Primary Azimuth Mark                     Grid Az
 CG0968:SPC AZ E     -  AVIATION BEACON 45 A                     221 46 13.4
 CG0968:SPC AZ C     -  AVIATION BEACON 45 A                     220 50 39.3
 CG0968:UTM  12      -  AVIATION BEACON 45 A                     221 19 45.9
 CG0968
 CG0968|---------------------------------------------------------------------|
 CG0968| PID    Reference Object                     Distance      Geod. Az  |
 CG0968|                                                           dddmmss.s |
 CG0968| CG0975 AVIATION BEACON 45 A                APPROX. 4.0 KM 2214039.8 |
 CG0968| CC7268 DOPE 2 RM 1                          10.951 METERS 25032     |
 CG0968| CC7269 DOPE 2 RM 2                          12.189 METERS 34120     |
 CG0968|---------------------------------------------------------------------|
 CG0968
 CG0968                          SUPERSEDED SURVEY CONTROL
 CG0968
 CG0968  NAD 83(1986)-  31 56 48.80932(N)    110 20 30.40592(W) AD(       ) 3
 CG0968  NAD 27      -  31 56 48.50950(N)    110 20 28.14520(W) AD(       ) 3
 CG0968
 CG0968.Superseded values are not recommended for survey control.
 CG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0968.See file dsdata.txt to determine how the superseded data were derived.
 CG0968
 CG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6220934738(NAD 83)
 CG0968_MARKER: DS = TRIANGULATION STATION DISK
 CG0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0968+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CG0968
 CG0968  HISTORY     - Date     Condition        Report By
 CG0968  HISTORY     - 1961     MONUMENTED       AZHD
 CG0968  HISTORY     - 1974     GOOD             USGS
 CG0968  HISTORY     - 20060908 GOOD             GEOCAC
 CG0968
 CG0968                          STATION DESCRIPTION
 CG0968
 CG0968'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1961
 CG0968'STATION IS LOCATED ON A SMALL RIDGE ABOUT 3 MILES, AIRLINE,
 CG0968'WEST-SOUTHWEST OF BENSON, 1-1/2 MILES SOUTH OF U.S. HIGHWAY
 CG0968'80 AND 3/4 MILE SOUTHWEST OF THE RAILROAD SIDING AT WHETSTONE.
 CG0968'
 CG0968'TO REACH FROM THE EAST END OF WHETSTONE OVERPASS (ABOUT 3.5
 CG0968'MILES WEST OF BENSON) IN THE EAST BOUND LANE OF U.S. HIGHWAY
 CG0968'80, BY GOING EAST ON HIGHWAY 80 FOR 0.15 MILE TO A SIDE ROAD
 CG0968'RIGHT AND SIGN WHETSTONE, TURN RIGHT, SOUTHEAST, AND GO 0.7
 CG0968'MILE TO FORKS, TAKE RIGHT FORK, CROSSING RAILROAD TRACKS,
 CG0968'AND GO 0.2 MILE TO TWO GATES ABOUT 75 FEET APART CONTINUE
 CG0968'ON TRACK ROAD, PASSING THROUGH BOTH GATES FOR 0.4 MILE TO
 CG0968'FORKS, TAKE RIGHT FORK FOR 0.7 MILE TO SUMMIT OF SMALL RIDGE,
 CG0968'AT THIS POINT TURN LEFT AND FOLLOW RIDGE NORTHEAST FOR 0.6
 CG0968'MILE TO STATION.
 CG0968'
 CG0968'THE STATION MARK IS A STANDARD DISK STAMPED DOPE 2 1961
 CG0968'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0968'6 INCHES.  IT IS 8 FEET WEST OF A WITNESS POST AND 142 FEET
 CG0968'WEST OF THE NEW ROAD.
 CG0968'
 CG0968'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DOPE 2 1961
 CG0968'NO 1, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CG0968'PROJECTING 2 INCHES.
 CG0968'
 CG0968'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DOPE 2 1961
 CG0968'NO 2, SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CG0968'
 CG0968'THE NEW STATION WAS SET ON THE AZIMUTH LINE TO BEACON 14A, IT
 CG0968'IS 161.418 FEET FROM STATION DOPE 1960.
 CG0968
 CG0968                          STATION RECOVERY (1974)
 CG0968
 CG0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JJW)
 CG0968'TO REACH FROM THE INTERSECTION OF HIGHWAY 90 AND INTERSTATE
 CG0968'10.  GO SOUTH ALONG HIGHWAY 90 FOR 1.25 MILES.  THE STATION
 CG0968'IS 150 FT. WEST OF CENTERLINE OF HIGHWAY ON SMALL RIDGE.
 CG0968'
 CG0968'ALL MARKS ARE IN GOOD CONDITION.
 CG0968
 CG0968                          STATION RECOVERY (2006)
 CG0968
 CG0968'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0968'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG0968'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0753 ***********************************************************************
 DT0753  DESIGNATION -  DORSEY
 DT0753  PID         -  DT0753
 DT0753  STATE/COUNTY-  AZ/GREENLEE
 DT0753  USGS QUAD   -  CLIFTON (1989)
 DT0753
 DT0753                         *CURRENT SURVEY CONTROL
 DT0753  ___________________________________________________________________
 DT0753* NAD 83(1992)-  33 07 08.18925(N)    109 18 00.20349(W)     ADJUSTED  
 DT0753* NAVD 88     -      1373.5    (meters)    4506.     (feet)  VERTCON   
 DT0753  ___________________________________________________________________
 DT0753  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DT0753  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 DT0753  HORZ ORDER  -  SECOND
 DT0753
 DT0753.The horizontal coordinates were established by classical geodetic methods
 DT0753.and adjusted by the National Geodetic Survey in August 1993.
 DT0753
 DT0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0753
 DT0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0753
 DT0753.The geoid height was determined by GEOID03.
 DT0753
 DT0753;                    North         East     Units Scale Factor Converg.
 DT0753;SPC AZ E     -   235,275.668   294,231.828   MT  0.99998061   +0 28 24.7
 DT0753;SPC AZ E     -   771,901.80    965,327.52   iFT  0.99998061   +0 28 24.7
 DT0753;UTM  12      - 3,665,758.661   658,597.672   MT  0.99991014   +0 55 44.4
 DT0753
 DT0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0753!SPC AZ E     -   0.99978835  x   0.99998061  =   0.99976897
 DT0753!UTM  12      -   0.99978835  x   0.99991014  =   0.99969851
 DT0753
 DT0753:                Primary Azimuth Mark                     Grid Az
 DT0753:SPC AZ E     -  CRUZ                                     027 04 16.1
 DT0753:UTM  12      -  CRUZ                                     026 36 56.4
 DT0753
 DT0753|---------------------------------------------------------------------|
 DT0753| PID    Reference Object                     Distance      Geod. Az  |
 DT0753|                                                           dddmmss.s |
 DT0753| DT0743 CRUZ                                APPROX. 6.0 KM 0273240.8 |
 DT0753| CD2822 DORSEY RM 1                           6.155 METERS 05756     |
 DT0753| CD2823 DORSEY RM 2                          11.526 METERS 30012     |
 DT0753|---------------------------------------------------------------------|
 DT0753
 DT0753                          SUPERSEDED SURVEY CONTROL
 DT0753
 DT0753  NAD 83(1986)-  33 07 08.18501(N)    109 18 00.20200(W) AD(       ) 2
 DT0753  NAD 27      -  33 07 07.96115(N)    109 17 57.94020(W) AD(       ) 2
 DT0753  NGVD 29 (07/19/86) 1372.8    (m)         4504.     (f) VERT ANG    3  
 DT0753
 DT0753.Superseded values are not recommended for survey control.
 DT0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0753.See file dsdata.txt to determine how the superseded data were derived.
 DT0753
 DT0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5859865759(NAD 83)
 DT0753_MARKER: DD = SURVEY DISK
 DT0753_SETTING: 66 = SET IN ROCK OUTCROP
 DT0753_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0753+STABILITY: POSITION/ELEVATION WELL
 DT0753
 DT0753  HISTORY     - Date     Condition        Report By
 DT0753  HISTORY     - 1978     MONUMENTED       AZDT
 DT0753
 DT0753                          STATION DESCRIPTION
 DT0753
 DT0753'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0753'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF CLIFTON ON THE
 DT0753'HIGHEST POINT OF RED COLORED RIDGE ABOUT 1 MILE WEST OF THE SAN
 DT0753'FRANCISCO RIVER.
 DT0753'
 DT0753'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DORSEY
 DT0753'1978 AND IS EPOXIED IN A DRILL HOLE IN A ROCK.  STATION IS MARKED
 DT0753'WITH A WITNESS POST AND SIGN 4 FEET TO THE NORTHWEST.
 DT0753'
 DT0753'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DORSEY
 DT0753'R.M. 1 1978 AND IS EPOXIED TO A ROCK.
 DT0753'
 DT0753'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DORSEY
 DT0753'R.M. 2 1978 EPOXIED TO A ROCK.
 DT0753'
 DT0753'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AND
 DT0753'U.S. HWY. 666 IN CLIFTON, TRAVEL ON THE NORTH CLIFTON RD. TO A
 DT0753'BRIDGE, CROSS BRIDGE AND GO 1.10 MILE TO A FORK, TAKE LEFT FORK
 DT0753'FOLLOWING MAIN ROAD FOR 0.80 MILE TO A T ROAD, FORD THE RIVER AND
 DT0753'GO 1 MILE TO A PUMPING STATION, CONTINUE PAST PUMPING STATION FOR 1
 DT0753'MILE TO A ROAD FORK, TAKE LEFT FORK AND GO 1.4 MILE TO A SADDLE
 DT0753'AND CROSS A TRAIL, END OF TRUCK TRAVEL.  PACK SOUTHEAST TOWARD
 DT0753'RIVER AND HIGHEST POINT ON RIDGE AND THE STATION.  ABOUT A 15
 DT0753'MINUTE PACK.
 DT0753'
 DT0753'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1177 ***********************************************************************
 CY1177  DESIGNATION -  DOS
 CY1177  PID         -  CY1177
 CY1177  STATE/COUNTY-  AZ/COCHISE
 CY1177  USGS QUAD   -  DOS CABEZAS (1978)
 CY1177
 CY1177                         *CURRENT SURVEY CONTROL
 CY1177  ___________________________________________________________________
 CY1177* NAD 83(1992)-  32 09 33.12955(N)    109 34 51.67176(W)     ADJUSTED  
 CY1177* NAVD 88     -      1723.7    (meters)    5655.     (feet)  VERTCON   
 CY1177  ___________________________________________________________________
 CY1177  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 CY1177  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CY1177  HORZ ORDER  -  FIRST
 CY1177
 CY1177.The horizontal coordinates were established by classical geodetic methods
 CY1177.and adjusted by the National Geodetic Survey in August 1993.
 CY1177
 CY1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1177
 CY1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1177
 CY1177.The geoid height was determined by GEOID03.
 CY1177
 CY1177;                    North         East     Units Scale Factor Converg.
 CY1177;SPC AZ E     -   128,669.223   268,598.661   MT  0.99993762   +0 18 42.2
 CY1177;SPC AZ E     -   422,143.12    881,229.20   iFT  0.99993762   +0 18 42.2
 CY1177;UTM  12      - 3,558,964.356   633,804.118   MT  0.99982079   +0 45 19.4
 CY1177
 CY1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1177!SPC AZ E     -   0.99973358  x   0.99993762  =   0.99967122
 CY1177!UTM  12      -   0.99973358  x   0.99982079  =   0.99955442
 CY1177
 CY1177:                Primary Azimuth Mark                     Grid Az
 CY1177:SPC AZ E     -  DOS AZ MK                                038 59 50.4
 CY1177:UTM  12      -  DOS AZ MK                                038 33 13.2
 CY1177
 CY1177|---------------------------------------------------------------------|
 CY1177| PID    Reference Object                     Distance      Geod. Az  |
 CY1177|                                                           dddmmss.s |
 CY1177| CC7270 DOS AZ MK                                          0391832.6 |
 CY1177| CC7271 DOS RM 1                             12.834 METERS 06107     |
 CY1177| CY1150 WOOD WATER TANK                     APPROX.12.6 KM 1150250.7 |
 CY1177| CY1182 WINDMILL ABOUT 5 MI NE OF PAT       APPROX. 9.7 KM 1674119.3 |
 CY1177| CC7272 DOS RM 2                             11.618 METERS 35505     |
 CY1177|---------------------------------------------------------------------|
 CY1177
 CY1177                          SUPERSEDED SURVEY CONTROL
 CY1177
 CY1177  NAD 83(1986)-  32 09 33.12440(N)    109 34 51.66781(W) AD(       ) 1
 CY1177  NAD 27      -  32 09 32.84200(N)    109 34 49.43600(W) AD(       ) 1
 CY1177  NGVD 29 (07/19/86) 1722.9    (m)         5653.     (f) VERT ANG    3  
 CY1177
 CY1177.Superseded values are not recommended for survey control.
 CY1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1177.See file dsdata.txt to determine how the superseded data were derived.
 CY1177
 CY1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3380458964(NAD 83)
 CY1177_MARKER: DS = TRIANGULATION STATION DISK
 CY1177_SETTING: 66 = SET IN ROCK OUTCROP
 CY1177
 CY1177  HISTORY     - Date     Condition        Report By
 CY1177  HISTORY     - 1935     MONUMENTED       CGS
 CY1177  HISTORY     - 1945     GOOD             CGS
 CY1177  HISTORY     - 1982     SEE DESCRIPTION  LOCSUR
 CY1177
 CY1177                          STATION DESCRIPTION
 CY1177
 CY1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1177'STATION IS LOCATED IN SEC. 3, T. 15 S., R. 27 E., ON THE MOST
 CY1177'E OF A SERIES OF DETACHED, KNIFED RIDGED CHAIN OF HILLS FORMING
 CY1177'THE S END OF THE DOS CABEZAS RANGE.  THE MAIN ROAD FROM WILLCOX
 CY1177'TO THE CHIRICAHUA NATIONAL MONUMENT GOES BETWEEN THESE AND THE
 CY1177'MAIN BULK OF THE RANGE.
 CY1177'
 CY1177'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CY1177'HOLES IN OUTCROPPING BEDROCK.
 CY1177'
 CY1177'REACHED FROM WILLCOX AS FOLLOWS--GO S FROM THE DEPOT AS PER
 CY1177'SIGN CHIRICAHUA NATIONAL MON FOR 6.1 MILES, TAKE THE LEFT
 CY1177'FORK AS PER SIGN DOS CABEZOS AND GO 8.6 MILES TO DOS CABEZOS,
 CY1177'CONTINUE STRAIGHT THROUGH THE VILLAGE AND TAKE RIGHT FORK AT
 CY1177'SIGN READING CHIRI. NATIONAL MON. WILLCOX 16, BOWIE 13 IN
 CY1177'GO 0.3 MILE, KEEP LEFT, GO 1.5 MILES, TURN LEFT AT FENCE CORNER
 CY1177'AND GO 0.15 MILE, TURN RIGHT AFTER PASSING THROUGH CATTLE
 CY1177'GUARD (UNFINISHED HOUSE ON LEFT) AND GO 0.3 MILE TOWARDS FOOT
 CY1177'OF HILL AND END OF TRUCK TRAVEL.  FROM HERE CLIMB W UP STEEP
 CY1177'SLOPE TO TOP OF HILL AND STATION.
 CY1177
 CY1177                          STATION RECOVERY (1945)
 CY1177
 CY1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1177'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 CY1177'AN AZIMUTH MARK HAS BEEN SET AS NOTED BELOW.
 CY1177'
 CY1177'STATION IS LOCATED ABOUT 16 MILES (AIR LINE) ESE OF WILLCOX
 CY1177'AND 2-1/4 MILES ESE OF DOS CABEZOS.
 CY1177'
 CY1177'TO REACH STATION FROM THE POST OFFICE IN WILLCOX, GO SE ON
 CY1177'THE MAIN GRADED ROAD FOR 6.2 MILES TO A FORK.  TAKE LEFT FORK
 CY1177'AND GO 8.55 MILES TO THE POST OFFICE IN DOS CABEZOS.  CONTINUE
 CY1177'ON THE MAIN ROAD FOR 2.4 MILES.  (THE AZIMUTH MARK IS 0.1 MILE
 CY1177'NNE OF HERE.) CONTINUE FOR 0.25 MILE TO A FORK.  TAKE RIGHT
 CY1177'FORK AND GO 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND CROSS
 CY1177'THE WASH TO A RANCH HOUSE.  THEN BEAR LEFT AND THEN RIGHT
 CY1177'AROUND THE BACK OF THE HOUSE.  FROM HERE (BACK OF HOUSE) GO
 CY1177'0.4 MILE TOWARD THE N SIDE OF THE HILL ON THE LEFT.  UPON
 CY1177'REACHING THE RIDGE EXTENDING TOWARD THE MAIN ROAD FROM THE
 CY1177'HILL BEAR LEFT UP THE RIDGE FOR 0.1 MILE TO THE END OF TRUCK
 CY1177'TRAVEL.  FROM HERE PACK UP THE RIDGE TO THE STATION.  A
 CY1177'20-MINUTE PACK.
 CY1177'
 CY1177'STATION IS LOCATED ON THE HIGHEST PART OF A SHARP ROCKY RIDGE.
 CY1177'IT IS MARKED BY A BRONZE STATION DISK STAMPED DOS 1935 AND
 CY1177'IS SET IN A DRILL HOLE IN BEDROCK.
 CY1177'
 CY1177'REFERENCE MARK 1 IS ENE OF THE STATION AND AT ABOUT THE SAME
 CY1177'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED DOS NO 1 1935
 CY1177'AND IS SET IN A DRILL HOLE IN BEDROCK.
 CY1177'
 CY1177'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 5 FEET LOWER.
 CY1177'IT IS A BRONZE REFERENCE DISK STAMPED DOS NO 2 1935 AND IS
 CY1177'SET IN A DRILL HOLE IN BEDROCK.
 CY1177'
 CY1177'AZIMUTH MARK IS 1/2 MILE NNE OF THE STATION, 0.1 MILE NNE OF
 CY1177'A GRADED ROAD, AND 3-1/2 FEET S OF A 4 INCH SQUARE WHITE
 CY1177'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK STAMPED DOS 1945
 CY1177'AND IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CY1177'9 INCHES ABOVE THE GROUND.
 CY1177'
 CY1177'NEW MEASUREMENTS TO REFERENCE MARKS DO NOT AGREE WITH PUBLISHED
 CY1177'ONES.  NEW ONES WERE CHECKED.
 CY1177
 CY1177                          STATION RECOVERY (1982)
 CY1177
 CY1177'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BM)
 CY1177'STATION MARK DOS - CAP MISSING - DRILL HOLE FOR STATION RECOVERED.
 CY1177'
 CY1177'R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2038 ***********************************************************************
 DU2038  DESIGNATION -  DOS
 DU2038  PID         -  DU2038
 DU2038  STATE/COUNTY-  AZ/MARICOPA
 DU2038  USGS QUAD   -  BOULDER MTN (1964)
 DU2038
 DU2038                         *CURRENT SURVEY CONTROL
 DU2038  ___________________________________________________________________
 DU2038* NAD 83(1992)-  33 47 27.41018(N)    111 29 34.99744(W)     ADJUSTED  
 DU2038* NAVD 88     -       787.50   (+/-2cm)    2583.7    (feet)  VERTCON   
 DU2038  ___________________________________________________________________
 DU2038  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 DU2038  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DU2038  HORZ ORDER  -  SECOND
 DU2038  VERT ORDER  -  THIRD ? (See Below)
 DU2038
 DU2038.The horizontal coordinates were established by classical geodetic methods
 DU2038.and adjusted by the National Geodetic Survey in August 1993.
 DU2038
 DU2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2038.The vertical order pertains to the NGVD 29 superseded value.
 DU2038
 DU2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2038
 DU2038.The geoid height was determined by GEOID03.
 DU2038
 DU2038;                    North         East     Units Scale Factor Converg.
 DU2038;SPC AZ C     -   309,548.587   252,587.111   MT  0.99991896   +0 14 08.2
 DU2038;SPC AZ C     - 1,015,579.35    828,697.87   iFT  0.99991896   +0 14 08.2
 DU2038;UTM  12      - 3,739,086.248   454,356.000   MT  0.99962568   -0 16 27.2
 DU2038
 DU2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2038!SPC AZ C     -   0.99988080  x   0.99991896  =   0.99979977
 DU2038!UTM  12      -   0.99988080  x   0.99962568  =   0.99950653
 DU2038
 DU2038|---------------------------------------------------------------------|
 DU2038| PID    Reference Object                     Distance      Geod. Az  |
 DU2038|                                                           dddmmss.s |
 DU2038| CH5086 DOS RM 1                              5.714 METERS 07016     |
 DU2038| CH5087 DOS RM 2                              6.906 METERS 16948     |
 DU2038| CH5085 DOS AZ MK                                          1713223.1 |
 DU2038| DU1796 ROCKY                               APPROX. 4.4 KM 1902629.4 |
 DU2038|---------------------------------------------------------------------|
 DU2038
 DU2038                          SUPERSEDED SURVEY CONTROL
 DU2038
 DU2038  NAD 83(1986)-  33 47 27.40404(N)    111 29 34.99748(W) AD(       ) 2
 DU2038  NAD 27      -  33 47 27.25000(N)    111 29 32.51100(W) AD(       ) 2
 DU2038  NGVD 29 (07/19/86)  786.87   (m)         2581.6    (f) LEVELING    3  
 DU2038
 DU2038.Superseded values are not recommended for survey control.
 DU2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2038.See file dsdata.txt to determine how the superseded data were derived.
 DU2038
 DU2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5435639086(NAD 83)
 DU2038_MARKER: DS = TRIANGULATION STATION DISK
 DU2038_SETTING: 66 = SET IN ROCK OUTCROP
 DU2038_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2038+STABILITY: POSITION/ELEVATION WELL
 DU2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2038+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 DU2038
 DU2038  HISTORY     - Date     Condition        Report By
 DU2038  HISTORY     - 1946     MONUMENTED       CGS
 DU2038  HISTORY     - 1967     GOOD             AMS
 DU2038  HISTORY     - 1981     GOOD             AZDT
 DU2038  HISTORY     - 20080430 GOOD             GEOCAC
 DU2038  HISTORY     - 20080608 GOOD             GEOCAC
 DU2038
 DU2038                          STATION DESCRIPTION
 DU2038
 DU2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2038'THE STATION IS LOCATED 32 MILES AIRLINE NE OF MESA, ARIZONA,
 DU2038'AND 5-1/2 MILES SOUTH OF SUNFLOWER.
 DU2038'
 DU2038'TO REACH THE STATION FROM THE BUCKHORN MINERAL BATHS, A RESORT
 DU2038'LOCATED ABOUT 7.7 MILES EAST OF MESA, ARIZONA, ON U.S. HIGHWAY 60
 DU2038'AND 70, GO EAST 1.05 MILES TO A CROSS ROAD AND SIGN SAHUARO LAKE
 DU2038'RANCH 17.  HERE TURN LEFT, NORTH, ON GRADED GRAVEL ROAD AND GO
 DU2038'6.85 MILES TO A FORK.  TAKE THE RIGHT FORK WHICH PASSES OVER
 DU2038'A CATTLE GUARD, AND FOLLOW THE MAIN TRAVELED GRADED ROAD FOR 7.3
 DU2038'MILES TO THE BRIDGE THAT CROSSES THE SALT RIVER.  CROSS BRIDGE
 DU2038'AND CONTINUE FOR 2.4 MILES TO A FORK.  TAKE LEFT FORK, ON THE
 DU2038'MAIN TRAVELED ROAD AND GO 18.3 MILES TO A FORK, THE LEFT FORK
 DU2038'OF WHICH LEADS TO THE DOS S RANCH, TAKE RIGHT FORK ON MAIN
 DU2038'TRAVELED ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 DU2038'LEFT, CONTINUE FOR 0.15 MILES TO A CATTLE GUARD.  FROM HERE
 DU2038'PACK NE ABOUT 150 YARDS TO THE TOP OF A SMALL HILL AND
 DU2038'STATION.
 DU2038'
 DU2038'THE STATION IS A STANDARD TRIANGULATION STATION MARK STAMPED--DOS
 DU2038'1946, AND IS CEMENTED INTO A DRILL HOLE IN LARGE BOULDER, THE
 DU2038'TOP OF WHICH PROJECTS 10 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2038'
 DU2038'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--DOS
 DU2038'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU2038'TOP OF WHICH PROJECTS 12 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2038'THIS MARK IS ENE OF STATION AND AT SAME ELEVATION WITH STATION.
 DU2038'
 DU2038'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--DOS
 DU2038'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU2038'TOP OF WHICH PROJECTS 8 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2038'THIS MARK IS SSE OF STATION AND 4 FT. BELOW STATION.
 DU2038'
 DU2038'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED DOS 1946,
 DU2038'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF WHICH
 DU2038'PROJECTS 8 INCHES ABOVE THE SURROUNDING SURFACE.  THIS MARK IS
 DU2038'19 FT. WEST OF THE CENTER LINE OF BUSH HIGHWAY AND 1/2 MILE
 DU2038'AIRLINE DISTANCE SOUTH OF STATION, AND ALSO 0.05 MILES SSE OF A
 DU2038'3 FT. ROCK CAIRN, PAINTED WHITE, WHICH IS ON THE WEST SIDE OF
 DU2038'ROAD.
 DU2038
 DU2038                          STATION RECOVERY (1967)
 DU2038
 DU2038'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DU2038'5.3 MILES (AIRLINE) SSW OF SUNFLOWER, ARIZ.  STATION, R.M. 1
 DU2038'AND 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 DU2038'
 DU2038'TO REACH FROM MILEPOST 211 ON STATE HWY 87 (BEGLINE HWY) GO
 DU2038'NORTH FOR 0.45 MILE TO DIRT RD RIGHT.  TURN RIGHT AND GO NNE FOR
 DU2038'0.4 MILE TO AZ. MK ON THE LEFT.  CONT. NORTH ON EAST SIDE OF
 DU2038'FENCE FOR ABOUT 0.5 MILE TO TOP OF HILL AND STATION SITE
 DU2038
 DU2038                          STATION RECOVERY (1981)
 DU2038
 DU2038'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2038'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DU2038'DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2038'
 DU2038'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST ALONG
 DU2038'MAIN STREET FOR 200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL
 DU2038'SOUTH FOR 0.6 MILE TO STATE ROUTE 87.  TURN RIGHT AND CONTINUE SOUTH
 DU2038'ALONG SR 87 FOR 38 MILES TO THE BRIDGE OVER SYCAMORE CREEK, CONTINUE
 DU2038'SOUTH FOR 0.3 MILE TO A PULL OUT WHICH IS JUST WEST OF THE STATION
 DU2038'HILL AND END OF TRUCK TRAVEL.  PACK EAST TO TOP OF LOW HILL AND THE
 DU2038'STATION.
 DU2038
 DU2038                          STATION RECOVERY (2008)
 DU2038
 DU2038'RECOVERY NOTE BY GEOCACHING 2008
 DU2038'RECOVERED STATION DOS AS WELL AS DOS RM 1 AND DOS RM 2. DID NOT
 DU2038'ATTEMPT TO LOCATE AZIMUTH.
 DU2038
 DU2038                          STATION RECOVERY (2008)
 DU2038
 DU2038'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2038'RECOVERED AS DESCRIBED, IN GOOD CONDITION. A NEW TO-REACH FOLLOWS.
 DU2038'FROM THE JUNCTION OF SR 87 AND THE BUSH HIGHWAY, PROCEED NORTH AND
 DU2038'EAST ALONG SR 87 FOR 13.0 MILES TO A PULL-OUT RIGHT AND THE END OF
 DU2038'TRUCK TRAVEL. PACK EAST TO THE TOP OF THE HILL AND THE STATION SITE, A
 DU2038'TEN MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0296 ***********************************************************************
 FQ0296  DESIGNATION -  DOT
 FQ0296  PID         -  FQ0296
 FQ0296  STATE/COUNTY-  AZ/COCONINO
 FQ0296  USGS QUAD   -  BELLEMONT (1980)
 FQ0296
 FQ0296                         *CURRENT SURVEY CONTROL
 FQ0296  ___________________________________________________________________
 FQ0296* NAD 83(2007)-  35 13 33.76452(N)    111 48 19.43518(W)     ADJUSTED  
 FQ0296* NAVD 88     -      2173.810  (meters)    7131.91   (feet)  ADJUSTED  
 FQ0296  ___________________________________________________________________
 FQ0296  EPOCH DATE  -        2007.00
 FQ0296  X           -  -1,938,164.374 (meters)                     COMP
 FQ0296  Y           -  -4,844,432.767 (meters)                     COMP
 FQ0296  Z           -   3,659,621.855 (meters)                     COMP
 FQ0296  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 FQ0296  ELLIP HEIGHT-        2150.801 (meters)          (02/10/07) ADJUSTED
 FQ0296  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0296  DYNAMIC HT  -        2170.728 (meters)    7121.80  (feet)  COMP
 FQ0296
 FQ0296  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0296  Type    PID    Designation                      North   East  Ellip
 FQ0296  -------------------------------------------------------------------
 FQ0296  NETWORK FQ0296 DOT                               0.24   0.20   0.41
 FQ0296  -------------------------------------------------------------------
 FQ0296  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FQ0296
 FQ0296  VERT ORDER  -  FIRST     CLASS II
 FQ0296
 FQ0296.This is a reference station for the FLAGSTAFF 2
 FQ0296.National Continuously Operating Reference Station (FST2).
 FQ0296
 FQ0296.The horizontal coordinates were established by GPS observations
 FQ0296.and adjusted by the National Geodetic Survey in February 2007.
 FQ0296
 FQ0296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0296.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0296.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0296.The epoch date for horizontal control is a decimal equivalence
 FQ0296.of Year/Month/Day.
 FQ0296
 FQ0296.The orthometric height was determined by differential leveling
 FQ0296.and adjusted in July 2002.
 FQ0296
 FQ0296.Photographs are available for this station.
 FQ0296
 FQ0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0296
 FQ0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0296
 FQ0296.The ellipsoidal height was determined by GPS observations
 FQ0296.and is referenced to NAD 83.
 FQ0296
 FQ0296.The geoid height was determined by GEOID03.
 FQ0296
 FQ0296.The dynamic height is computed by dividing the NAVD 88
 FQ0296.geopotential number by the normal gravity value computed on the
 FQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0296.degrees latitude (g = 980.6199 gals.).
 FQ0296
 FQ0296.The modeled gravity was interpolated from observed gravity values.
 FQ0296
 FQ0296;                    North         East     Units Scale Factor Converg.
 FQ0296;SPC AZ C     -   468,655.489   223,488.429   MT  0.99990126   +0 03 51.0
 FQ0296;SPC AZ C     - 1,537,583.63    733,229.75   iFT  0.99990126   +0 03 51.0
 FQ0296;UTM  12      - 3,898,408.281   426,707.910   MT  0.99966620   -0 27 52.5
 FQ0296
 FQ0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0296!SPC AZ C     -   0.99966252  x   0.99990126  =   0.99956381
 FQ0296!UTM  12      -   0.99966252  x   0.99966620  =   0.99932883
 FQ0296
 FQ0296|---------------------------------------------------------------------|
 FQ0296| PID    Reference Object                     Distance      Geod. Az  |
 FQ0296|                                                           dddmmss.s |
 FQ0296| FQ0297 DOT RM 1                              8.393 METERS 13124     |
 FQ0296| FQ0663 NAVAJO ORDNANCE DEPOT HOSP STK      APPROX. 0.9 KM 2725441.3 |
 FQ0296| FQ0295 DOT RM 2                             12.600 METERS 29513     |
 FQ0296|---------------------------------------------------------------------|
 FQ0296
 FQ0296                          SUPERSEDED SURVEY CONTROL
 FQ0296
 FQ0296  NAD 83(1992)-  35 13 33.76317(N)    111 48 19.43430(W) AD(       ) B
 FQ0296  ELLIP H (01/09/01) 2150.827  (m)                       GP(       ) 4 1
 FQ0296  NAD 83(1992)-  35 13 33.76302(N)    111 48 19.43151(W) AD(       ) 2
 FQ0296  NAD 83(1986)-  35 13 33.75979(N)    111 48 19.42804(W) AD(       ) 2
 FQ0296  NAD 27      -  35 13 33.72108(N)    111 48 16.83171(W) AD(       ) 2
 FQ0296  NAVD 88 (06/15/91) 2173.818  (m)         7131.93   (f) UNKNOWN     1 2
 FQ0296  NGVD 29 (??/??/92) 2172.800  (m)         7128.59   (f) ADJ UNCH    1 2
 FQ0296
 FQ0296.Superseded values are not recommended for survey control.
 FQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0296.See file dsdata.txt to determine how the superseded data were derived.
 FQ0296
 FQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2670898408(NAD 83)
 FQ0296_MARKER: DS = TRIANGULATION STATION DISK
 FQ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0296_STAMPING: DOT 1958
 FQ0296_MARK LOGO: CGS   
 FQ0296_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0296+STABILITY: SURFACE MOTION
 FQ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0296+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 FQ0296
 FQ0296  HISTORY     - Date     Condition        Report By
 FQ0296  HISTORY     - 1958     MONUMENTED       CGS
 FQ0296  HISTORY     - 1958     GOOD             CGS
 FQ0296  HISTORY     - 1971     GOOD             AZHD
 FQ0296  HISTORY     - 1982     GOOD             NGS
 FQ0296  HISTORY     - 20000906 GOOD             NGS
 FQ0296  HISTORY     - 20011127 GOOD             INDIV
 FQ0296
 FQ0296                          STATION DESCRIPTION
 FQ0296
 FQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0296'THE STATION IS LOCATED ABOUT 9 MILES WEST OF FLAGSTAFF AND 1-1/2
 FQ0296'MILES EAST OF THE NAVAJO ORDNANCE DEPOT BETWEEN THE RAILROAD
 FQ0296'AND U.S. HIGHWAY 66 AND 89.
 FQ0296'
 FQ0296'TO REACH THE STATION FROM THE RAILROAD STATION IN FLAGSTAFF,
 FQ0296'GO WEST AND SOUTH ON U.S. HIGHWAY 66 AND 89 FOR 0.8 MILE TO THE
 FQ0296'JUNCTION OF U.S. HIGHWAY 89A, KEEP RIGHT, WEST, ON U.S. HIGHWAY
 FQ0296'66 AND 89 FOR 8.75 MILES TO THE STATION ON THE LEFT, SOUTH.
 FQ0296'
 FQ0296'THE STATION MARK, STAMPED DOT 1958, IS A STANDARD DISK SET
 FQ0296'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 3
 FQ0296'INCHES.  IT IS 97 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FQ0296'TRACK, 8 FEET WEST OF A WITNESS POST AND 6 INCHES SOUTH OF
 FQ0296'A FENCE.
 FQ0296'
 FQ0296'REFERENCE MARK NO. 1, STAMPED DOT NO 1 1958, IS A STANDARD
 FQ0296'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 FQ0296'PROJECTS 4 INCHES.  IT IS 92 FEET NORTH OF THE NORTH RAIL OF
 FQ0296'THE RAILROAD TRACK, 20 FEET SOUTHWEST OF THE WITNESS POST AND
 FQ0296'6 INCHES SOUTH OF A FENCE.
 FQ0296'
 FQ0296'REFERENCE MARK NO. 2, STAMPED DOT NO 2 1958, IS A STANDARD
 FQ0296'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS
 FQ0296'4 INCHES.  IT IS 94 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FQ0296'TRACK AND 4 FEET SOUTH OF A FENCE.
 FQ0296
 FQ0296                          STATION RECOVERY (1958)
 FQ0296
 FQ0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0296'9.55 MI W FROM FLAGSTAFF.
 FQ0296'FROM THE RAILROAD STATION IN FLAGSTAFF GO WEST AND SOUTH ON U.S.
 FQ0296'HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 89A,
 FQ0296'THENCE WEST ON U.S. HIGHWAYS 66 AND 89 FOR 8.75 MILES, SET IN THE TOP
 FQ0296'OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES, 97 FEET NORTH
 FQ0296'OF THE NORTH RAIL OF THE NORTH RAILROAD TRACK, 8 FEET WEST OF THE
 FQ0296'WITNESS POST AND 6 INCHES SOUTH OF THE FENCE.
 FQ0296
 FQ0296                          STATION RECOVERY (1971)
 FQ0296
 FQ0296'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0296'GENERAL LOCATION INT. 40, BETWEEN WILLIAMS AND FLAGSTAFF.
 FQ0296'TO REACH FROM THE TRANSWESTERN ROAD OVERPASS ACROSS INT. 40,
 FQ0296'BETWEEN MILEPOSTS, 185 AND 186, EASTERLY ON THE OLD HIGHWAY
 FQ0296'WHICH PARALLELS INT. 40 ON THE SOUTH FOR FOR 1.25 MILES AND TO THE
 FQ0296'STATION ON THE RIGHT.  THE STATION IS A STANDARD USC AND GS
 FQ0296'TRIANGULATION BRASS CAP, SET IN A 12 IN CYLINDRICAL CONCRETE
 FQ0296'POST, UP 0.2 FT, STAMPED, DOT 1958, 8 FT WESTERLY OF A USC AND GS
 FQ0296'SURVEY SIGN, ABOUT 35 FT SOUTHERLY OF THE ABANDONED
 FQ0296'HIGHWAY.  R.M. 1 IS A STANDARD USC AND GS REFERENCE MARK
 FQ0296'BRASS CAP, SET IN A 12 IN CYLINDRICAL CONCRETE POST, UP 0.3 FT,
 FQ0296'STAMPED, DOT NO 1 1958, AND LOCATED ABOUT 28 FT SOUTHEAST
 FQ0296'OF THE STATION.  R.M. NO 2 IS A STANDARD USC AND GS
 FQ0296'REFERENCE MARK BRASS CAP, SET IN A 12 IN CYLINDRICAL
 FQ0296'CONCRETE POST, UP 0.3 FT, STAMPED, DOT NO 2 1958, LOCATED
 FQ0296'ABOUT 40 FT WESTERLY OF THE STATION.
 FQ0296
 FQ0296                          STATION RECOVERY (1982)
 FQ0296
 FQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0296'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0296'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI) WEST ALONG
 FQ0296'OLD US HIGHWAY 66, 29.5 METERS (97 FT) NORTHEAST OF THE NORTHEAST RAIL
 FQ0296'OF THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD, 10.3 METERS (34 FT)
 FQ0296'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.4 METERS (18 FT)
 FQ0296'NORTHWEST OF THE CENTERLINE OF AN ACCESS ROAD, 6.0 METERS (20 FT)
 FQ0296'NORTHEAST OF THE CENTERLINE OF AN ACCESS ROAD.
 FQ0296'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0296'THE MARK IS 1 M BELOW THE HIGHWAY.
 FQ0296
 FQ0296                          STATION RECOVERY (2000)
 FQ0296
 FQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0296'16.2 KM (10.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FQ0296'JUNCTION OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.4 KM (0.25
 FQ0296'MI) WESTERLY ALONG AN OFF RAMP AT EXIT 185, THENCE 0.3 KM (0.20 MI)
 FQ0296'SOUTHERLY ALONG TRANSWESTERN ROAD, THENCE 2.0 KM (1.25 MI) EASTERLY
 FQ0296'ALONG EAST BELLEMONT ROAD, 29.7 M (97.4 FT) NORTH OF THE NEAR RAIL OF
 FQ0296'THE BURLINGTON NORTHERN SANTA FE RAILROAD, 15.3 M (50.2 FT) SOUTH OF
 FQ0296'THE ROAD CENTERLINE, 15.2 M (49.9 FT) NORTH OF THE CENTER OF A TRACK
 FQ0296'ROAD, 7.8 M (25.6 FT) WEST OF THE CENTER OF AN ACCESS ROAD, 0.3 M (1.0
 FQ0296'FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS
 FQ0296'POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 FQ0296'SURFACE.  NOTE--THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY.  THIS IS A
 FQ0296'CORS SITE REFERENCE STATION.
 FQ0296
 FQ0296                          STATION RECOVERY (2001)
 FQ0296
 FQ0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 FQ0296'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0297 ***********************************************************************
 FQ0297  DESIGNATION -  DOT RM 1
 FQ0297  PID         -  FQ0297
 FQ0297  STATE/COUNTY-  AZ/COCONINO
 FQ0297  USGS QUAD   -  BELLEMONT (1980)
 FQ0297
 FQ0297                         *CURRENT SURVEY CONTROL
 FQ0297  ___________________________________________________________________
 FQ0297* NAD 83(1986)-  35 13 33.     (N)    111 48 19.     (W)     SCALED    
 FQ0297* NAVD 88     -      2173.850  (meters)    7132.04   (feet)  ADJUSTED  
 FQ0297  ___________________________________________________________________
 FQ0297  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0297  DYNAMIC HT  -        2170.768 (meters)    7121.93  (feet)  COMP
 FQ0297  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FQ0297
 FQ0297  VERT ORDER  -  SECOND    CLASS 0
 FQ0297
 FQ0297.The horizontal coordinates were scaled from a topographic map and have
 FQ0297.an estimated accuracy of +/- 6 seconds.
 FQ0297
 FQ0297.The orthometric height was determined by differential leveling
 FQ0297.and adjusted in June 1991.
 FQ0297
 FQ0297.The geoid height was determined by GEOID03.
 FQ0297
 FQ0297.The dynamic height is computed by dividing the NAVD 88
 FQ0297.geopotential number by the normal gravity value computed on the
 FQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0297.degrees latitude (g = 980.6199 gals.).
 FQ0297
 FQ0297.The modeled gravity was interpolated from observed gravity values.
 FQ0297
 FQ0297;                    North         East    Units  Estimated Accuracy
 FQ0297;SPC AZ C     -   468,630.      223,500.      MT  (+/- 180 meters Scaled)
 FQ0297
 FQ0297                          SUPERSEDED SURVEY CONTROL
 FQ0297
 FQ0297  NGVD 29 (??/??/92) 2172.832  (m)         7128.70   (f) ADJ UNCH    2 0
 FQ0297
 FQ0297.Superseded values are not recommended for survey control.
 FQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0297.See file dsdata.txt to determine how the superseded data were derived.
 FQ0297
 FQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD267983(NAD 83)
 FQ0297_MARKER: DR = REFERENCE MARK DISK
 FQ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0297_STAMPING: DOT NO 1 1958
 FQ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0297+STABILITY: SURFACE MOTION
 FQ0297
 FQ0297  HISTORY     - Date     Condition        Report By
 FQ0297  HISTORY     - 1958     MONUMENTED       CGS
 FQ0297  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0297
 FQ0297                          STATION DESCRIPTION
 FQ0297
 FQ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0297'9.55 MI W FROM FLAGSTAFF.
 FQ0297'FROM THE RAILROAD STATION IN FLAGSTAFF GO WEST AND SOUTH ON U.S.
 FQ0297'HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 89A,
 FQ0297'THENCE WEST ON U.S. HIGHWAYS 66 AND 89 FOR 8.75 MILES, SET IN THE TOP
 FQ0297'OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES, 92 FEET NORTH
 FQ0297'OF THE NORTH RAIL, 6 FEET SOUTH OF THE FENCE.
 FQ0297
 FQ0297                          STATION RECOVERY (1982)
 FQ0297
 FQ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0297'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0295 ***********************************************************************
 FQ0295  DESIGNATION -  DOT RM 2
 FQ0295  PID         -  FQ0295
 FQ0295  STATE/COUNTY-  AZ/COCONINO
 FQ0295  USGS QUAD   -  BELLEMONT (1980)
 FQ0295
 FQ0295                         *CURRENT SURVEY CONTROL
 FQ0295  ___________________________________________________________________
 FQ0295* NAD 83(1986)-  35 13 33.     (N)    111 48 19.     (W)     SCALED    
 FQ0295* NAVD 88     -      2173.768  (meters)    7131.77   (feet)  ADJUSTED  
 FQ0295  ___________________________________________________________________
 FQ0295  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0295  DYNAMIC HT  -        2170.686 (meters)    7121.66  (feet)  COMP
 FQ0295  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FQ0295
 FQ0295  VERT ORDER  -  SECOND    CLASS 0
 FQ0295
 FQ0295.The horizontal coordinates were scaled from a topographic map and have
 FQ0295.an estimated accuracy of +/- 6 seconds.
 FQ0295
 FQ0295.The orthometric height was determined by differential leveling
 FQ0295.and adjusted in June 1991.
 FQ0295
 FQ0295.The geoid height was determined by GEOID03.
 FQ0295
 FQ0295.The dynamic height is computed by dividing the NAVD 88
 FQ0295.geopotential number by the normal gravity value computed on the
 FQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0295.degrees latitude (g = 980.6199 gals.).
 FQ0295
 FQ0295.The modeled gravity was interpolated from observed gravity values.
 FQ0295
 FQ0295;                    North         East    Units  Estimated Accuracy
 FQ0295;SPC AZ C     -   468,630.      223,500.      MT  (+/- 180 meters Scaled)
 FQ0295
 FQ0295                          SUPERSEDED SURVEY CONTROL
 FQ0295
 FQ0295  NGVD 29 (??/??/92) 2172.750  (m)         7128.43   (f) ADJ UNCH    2 0
 FQ0295
 FQ0295.Superseded values are not recommended for survey control.
 FQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0295.See file dsdata.txt to determine how the superseded data were derived.
 FQ0295
 FQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD267983(NAD 83)
 FQ0295_MARKER: DR = REFERENCE MARK DISK
 FQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0295_STAMPING: DOT NO 2 1958
 FQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0295+STABILITY: SURFACE MOTION
 FQ0295
 FQ0295  HISTORY     - Date     Condition        Report By
 FQ0295  HISTORY     - 1958     MONUMENTED       CGS
 FQ0295  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0295
 FQ0295                          STATION DESCRIPTION
 FQ0295
 FQ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0295'9.55 MI W FROM FLAGSTAFF.
 FQ0295'FROM THE RAILROAD STATION IN FLAGSTAFF GO WEST AND SOUTH ON U.S.
 FQ0295'HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 89A,
 FQ0295'THENCE WEST ON U.S. HIGHWAYS 66 AND 89 FOR 8.75 MILES, SET IN THE TOP
 FQ0295'OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES, 94 FEET NORTH
 FQ0295'OF THE NORTH RAIL OF THE NORTH RAILROAD TRACK, 4 FEET SOUTH OF THE
 FQ0295'FENCE.
 FQ0295
 FQ0295                          STATION RECOVERY (1982)
 FQ0295
 FQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0295'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1910 ***********************************************************************
 CZ1910  DESIGNATION -  DOUBLE
 CZ1910  PID         -  CZ1910
 CZ1910  STATE/COUNTY-  AZ/PINAL
 CZ1910  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1910
 CZ1910                         *CURRENT SURVEY CONTROL
 CZ1910  ___________________________________________________________________
 CZ1910* NAD 83(1992)-  32 52 02.78018(N)    111 14 48.12159(W)     ADJUSTED  
 CZ1910* NAVD 88     -       659.5    (meters)    2164.     (feet)  VERTCON   
 CZ1910  ___________________________________________________________________
 CZ1910  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 CZ1910  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ1910  HORZ ORDER  -  SECOND
 CZ1910
 CZ1910.The horizontal coordinates were established by classical geodetic methods
 CZ1910.and adjusted by the National Geodetic Survey in August 1993.
 CZ1910
 CZ1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1910
 CZ1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1910
 CZ1910.The geoid height was determined by GEOID03.
 CZ1910
 CZ1910;                    North         East     Units Scale Factor Converg.
 CZ1910;SPC AZ C     -   207,250.498   276,058.279   MT  0.99994846   +0 21 49.0
 CZ1910;SPC AZ C     -   679,955.70    905,703.02   iFT  0.99994846   +0 21 49.0
 CZ1910;UTM  12      - 3,636,618.334   476,919.842   MT  0.99960657   -0 08 02.0
 CZ1910
 CZ1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1910!SPC AZ C     -   0.99990104  x   0.99994846  =   0.99984951
 CZ1910!UTM  12      -   0.99990104  x   0.99960657  =   0.99950765
 CZ1910
 CZ1910|---------------------------------------------------------------------|
 CZ1910| PID    Reference Object                     Distance      Geod. Az  |
 CZ1910|                                                           dddmmss.s |
 CZ1910| CH5090 DOUBLE RM 1                          10.158 METERS 02412     |
 CZ1910| CH5091 DOUBLE RM 2                          13.654 METERS 20408     |
 CZ1910| CZ1954 TREADWAY                            APPROX. 7.8 KM 2335247.0 |
 CZ1910| CZ1911 TOM                                 APPROX. 0.6 KM 3350735.0 |
 CZ1910|---------------------------------------------------------------------|
 CZ1910
 CZ1910                          SUPERSEDED SURVEY CONTROL
 CZ1910
 CZ1910  NAD 83(1986)-  32 52 02.77312(N)    111 14 48.12073(W) AD(       ) 2
 CZ1910  NAD 27      -  32 52 02.52944(N)    111 14 45.71631(W) AD(       ) 2
 CZ1910  NGVD 29 (07/19/86)  658.9    (m)         2162.     (f) VERT ANG    3  
 CZ1910
 CZ1910.Superseded values are not recommended for survey control.
 CZ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1910.See file dsdata.txt to determine how the superseded data were derived.
 CZ1910
 CZ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7692036618(NAD 83)
 CZ1910_MARKER: DD = SURVEY DISK
 CZ1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1910
 CZ1910  HISTORY     - Date     Condition        Report By
 CZ1910  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1910  HISTORY     - 19950922 GOOD             USPSQD
 CZ1910  HISTORY     - 20070324 GOOD             GEOCAC
 CZ1910
 CZ1910                          STATION DESCRIPTION
 CZ1910
 CZ1910'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1910'THE STATION IS ABOUT 14.3 MILES SOUTHEAST OF FLORENCE ALONG THE
 CZ1910'EAST RIGHT-OF-WAY OF U.S. HWY. 80-89.
 CZ1910'
 CZ1910'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DOUBLE 1977
 CZ1910'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1910'IS 56 FEET EAST OF HWY. CENTERLINE AND IS MARKED BY A WITNESS
 CZ1910'POST AND SIGN 2.7 FEET TO THE EAST.
 CZ1910'
 CZ1910'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DOUBLE
 CZ1910'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1910'PROJECTING 0.4 FEET ABOVE GROUND ABOUT 100 FEET WEST OF EAST
 CZ1910'R/W FENCELINE.
 CZ1910'
 CZ1910'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DOUBLE
 CZ1910'RM 2 1977 AND IS EPOXIED TO NORTH END OF EAST HEADWALL OF
 CZ1910'CEMENT CULVERT.
 CZ1910'
 CZ1910'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287 AND
 CZ1910'U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON
 CZ1910'U.S. HWY. 80-89 TO MILE POST 119.64 AND THE STATION IN THE EAST
 CZ1910'R/W.
 CZ1910'
 CZ1910'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1910
 CZ1910                          STATION RECOVERY (1995)
 CZ1910
 CZ1910'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1910'RECOVERED IN GOOD CONDITION.
 CZ1910
 CZ1910                          STATION RECOVERY (2007)
 CZ1910
 CZ1910'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1584 ***********************************************************************
 DA1584  DESIGNATION -  DOUBLE
 DA1584  PID         -  DA1584
 DA1584  STATE/COUNTY-  AZ/PINAL
 DA1584  USGS QUAD   -  INDIAN BUTTE (1981)
 DA1584
 DA1584                         *CURRENT SURVEY CONTROL
 DA1584  ___________________________________________________________________
 DA1584* NAD 83(1992)-  32 52 12.69102(N)    112 04 17.89059(W)     ADJUSTED  
 DA1584* NAVD 88     -       555.6    (meters)    1823.     (feet)  VERTCON   
 DA1584  ___________________________________________________________________
 DA1584  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DA1584  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA1584  HORZ ORDER  -  THIRD
 DA1584
 DA1584.The horizontal coordinates were established by classical geodetic methods
 DA1584.and adjusted by the National Geodetic Survey in August 1993.
 DA1584
 DA1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1584
 DA1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1584
 DA1584.The geoid height was determined by GEOID03.
 DA1584
 DA1584;                    North         East     Units Scale Factor Converg.
 DA1584;SPC AZ C     -   207,367.485   198,857.865   MT  0.99990259   -0 05 02.8
 DA1584;SPC AZ C     -   680,339.52    652,420.82   iFT  0.99990259   -0 05 02.8
 DA1584;UTM  12      - 3,637,405.456   399,743.448   MT  0.99972393   -0 34 54.0
 DA1584
 DA1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1584!SPC AZ C     -   0.99991756  x   0.99990259  =   0.99982016
 DA1584!UTM  12      -   0.99991756  x   0.99972393  =   0.99964151
 DA1584
 DA1584                          SUPERSEDED SURVEY CONTROL
 DA1584
 DA1584  NAD 83(1986)-  32 52 12.68505(N)    112 04 17.88853(W) AD(       ) 3
 DA1584  NGVD 29 (04/26/91)  555.0    (m)         1821.     (f) VERT ANG    3  
 DA1584
 DA1584.Superseded values are not recommended for survey control.
 DA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1584.See file dsdata.txt to determine how the superseded data were derived.
 DA1584
 DA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9974337405(NAD 83)
 DA1584_MARKER: DD = SURVEY DISK
 DA1584_SETTING: 80 = SET IN A BOULDER
 DA1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1584+STABILITY: SURFACE MOTION
 DA1584
 DA1584  HISTORY     - Date     Condition        Report By
 DA1584  HISTORY     - 1921     MONUMENTED       USGS
 DA1584
 DA1584                          STATION DESCRIPTION
 DA1584
 DA1584'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 DA1584'LOCATED 18 MI W. OF CASA GRANDE ON SOUTHERN PACIFIC RR., 13 MI
 DA1584'SW. OF MARICOPA JCT.  ON SOUTHERN SUMMIT OF DOUBLE PEAK.
 DA1584'
 DA1584'TO REACH NOT GIVEN.
 DA1584'
 DA1584'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 DA1584'CENTER OF 7-FT HIGH CAIRN.
 DA1584'
 DA1584'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2109 ***********************************************************************
 DU2109  DESIGNATION -  DOUBLE 2
 DU2109  PID         -  DU2109
 DU2109  STATE/COUNTY-  AZ/MARICOPA
 DU2109  USGS QUAD   -  BUCKHORN (1982)
 DU2109
 DU2109                         *CURRENT SURVEY CONTROL
 DU2109  ___________________________________________________________________
 DU2109* NAD 83(1992)-  33 24 57.99247(N)    111 39 12.88776(W)     ADJUSTED  
 DU2109* NAVD 88     -       486.6    (meters)    1596.     (feet)  VERTCON   
 DU2109  ___________________________________________________________________
 DU2109  X           -  -1,966,582.660 (meters)                     COMP
 DU2109  Y           -  -4,953,482.087 (meters)                     COMP
 DU2109  Z           -   3,492,823.243 (meters)                     COMP
 DU2109  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DU2109  ELLIP HEIGHT-         456.970 (meters)          (08/23/93) ADJUSTED
 DU2109  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2109  OBS GRAVITY -     979,426.6   (mgal)                       GRAV_OBS
 DU2109
 DU2109  HORZ ORDER  -  SECOND
 DU2109  ELLP ORDER  -  FOURTH    CLASS II
 DU2109
 DU2109.The horizontal coordinates were established by classical geodetic methods
 DU2109.and adjusted by the National Geodetic Survey in August 1993.
 DU2109
 DU2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2109
 DU2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2109
 DU2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2109
 DU2109.The ellipsoidal height was determined by GPS observations
 DU2109.and is referenced to NAD 83.
 DU2109
 DU2109.The geoid height was determined by GEOID03.
 DU2109.The observed gravity was obtained from relative gravimeter ties
 DU2109.to the IGSN71 gravity network.
 DU2109
 DU2109;                    North         East     Units Scale Factor Converg.
 DU2109;SPC AZ C     -   267,927.752   237,827.830   MT  0.99990738   +0 08 41.6
 DU2109;SPC AZ C     -   879,028.06    780,275.03   iFT  0.99990738   +0 08 41.6
 DU2109;UTM  12      - 3,697,609.249   439,232.967   MT  0.99964552   -0 21 35.8
 DU2109
 DU2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2109!SPC AZ C     -   0.99992826  x   0.99990738  =   0.99983565
 DU2109!UTM  12      -   0.99992826  x   0.99964552  =   0.99957381
 DU2109
 DU2109:                Primary Azimuth Mark                     Grid Az
 DU2109:SPC AZ C     -  ROADSIDE                                 103 43 54.8
 DU2109:UTM  12      -  ROADSIDE                                 104 14 12.2
 DU2109
 DU2109|---------------------------------------------------------------------|
 DU2109| PID    Reference Object                     Distance      Geod. Az  |
 DU2109|                                                           dddmmss.s |
 DU2109| DU2085 ROADSIDE                            APPROX.16.3 KM 1035236.4 |
 DU2109| CH5088 DOUBLE 2 RM 1                        11.046 METERS 10359     |
 DU2109| CH5089 DOUBLE 2 RM 2                         7.865 METERS 20303     |
 DU2109|---------------------------------------------------------------------|
 DU2109
 DU2109                          SUPERSEDED SURVEY CONTROL
 DU2109
 DU2109  NAD 83(1986)-  33 24 57.98757(N)    111 39 12.89187(W) AD(       ) 2
 DU2109  NAD 27      -  33 24 57.81739(N)    111 39 10.40345(W) AD(       ) 2
 DU2109  NGVD 29 (08/19/88)  486.1    (m)         1595.     (f) GPS OBS     3  
 DU2109
 DU2109.Superseded values are not recommended for survey control.
 DU2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2109.See file dsdata.txt to determine how the superseded data were derived.
 DU2109
 DU2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3923397609(NAD 83)
 DU2109_MARKER: DD = SURVEY DISK
 DU2109_SETTING: 66 = SET IN ROCK OUTCROP
 DU2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2109+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2008
 DU2109
 DU2109  HISTORY     - Date     Condition        Report By
 DU2109  HISTORY     - 1974     MONUMENTED       AZDT
 DU2109  HISTORY     - 19840330 GOOD
 DU2109  HISTORY     - 20080907 GOOD             GEOCAC
 DU2109
 DU2109                          STATION DESCRIPTION
 DU2109
 DU2109'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2109'THE STATION IS LOCATED ABOUT 6.4 MILES WEST OF APACHE JCT. AND
 DU2109'10.5 MILES EAST OF MESA.  THE STATION IS ABOUT 500 FEET NORTH
 DU2109'OF U.S. 60, 80 AND 89 ON THE MOST WESTERLY OF TWO PROMINANT ROCK
 DU2109'KNOLLS.
 DU2109'
 DU2109'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED DOUBLE
 DU2109'2 P AND M GS 1974 AND IS EPOXIED IN A DRILL HOLE IN A ROCK
 DU2109'OUTCROP.  THE STATION IS 40.6 FEET SOUTH AND 91.5 FEET EAST OF
 DU2109'THE CENTER OF A CITY OF MESA WATER TANK AND ABOUT 8 FEET LOWER
 DU2109'THAN THE TANK.
 DU2109'
 DU2109'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED DOUBLE
 DU2109'2 RM 1 1974 AND IS EPOXIED IN A DRILL HOLE IN THE TOP OF A
 DU2109'ROCK OUTCROP AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 DU2109'
 DU2109'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED DOUBLE
 DU2109'2 RM 2 1974 AND IS EPOXIED IN A DRILL HOLE IN THE TOP OF A
 DU2109'BOULDER WHICH IS ABOUT 4 FEET LOWER THAN THE STATION.
 DU2109'
 DU2109'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU2109'STATE ROUTE 87 IN MESA, GO EAST ON U.S. 60, 80 AND 89 (APACHE
 DU2109'TRAIL) FOR 10.5 MILES TO APPROXIMATELY 80TH STREET AND ABOUT 500
 DU2109'FEET NORTH OF WEST-BOUND LANE WHERE A CITY OF MESA WATER TANK
 DU2109'IS VISIBLE ON THE MOST WESTERLY OF TWO ROCKY KNOLLS.  A TRAIL
 DU2109'EAST OF THE TANK LEADS TO A SADDLE BETWEEN THE TWO KNOLLS AND
 DU2109'THE STATION (A DRIVE STATION).
 DU2109'
 DU2109'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2109
 DU2109                          STATION RECOVERY (1984)
 DU2109
 DU2109'RECOVERED 1984
 DU2109'RECOVERED IN GOOD CONDITION.
 DU2109
 DU2109                          STATION RECOVERY (2008)
 DU2109
 DU2109'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2109'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 1 HAS BEEN REMOVED BY
 DU2109'VANDALS, RM 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1840 ***********************************************************************
 DU1840  DESIGNATION -  DOUBLE BUTTES
 DU1840  PID         -  DU1840
 DU1840  STATE/COUNTY-  AZ/GILA
 DU1840  USGS QUAD   -  ROCK HOUSE (1986)
 DU1840
 DU1840                         *CURRENT SURVEY CONTROL
 DU1840  ___________________________________________________________________
 DU1840* NAD 83(1992)-  33 56 30.17371(N)    110 45 02.81633(W)     ADJUSTED  
 DU1840* NAVD 88     -      1747.7    (meters)    5734.     (feet)  VERTCON   
 DU1840  ___________________________________________________________________
 DU1840  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DU1840  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DU1840  HORZ ORDER  -  THIRD
 DU1840
 DU1840.The horizontal coordinates were established by classical geodetic methods
 DU1840.and adjusted by the National Geodetic Survey in August 1993.
 DU1840
 DU1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1840
 DU1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1840
 DU1840.The geoid height was determined by GEOID03.
 DU1840
 DU1840;                    North         East     Units Scale Factor Converg.
 DU1840;SPC AZ E     -   326,343.087   159,364.817   MT  0.99993593   -0 19 34.1
 DU1840;SPC AZ E     - 1,070,679.42    522,850.45   iFT  0.99993593   -0 19 34.1
 DU1840;UTM  12      - 3,755,721.440   523,030.448   MT  0.99960654   +0 08 20.9
 DU1840
 DU1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1840!SPC AZ E     -   0.99972970  x   0.99993593  =   0.99966565
 DU1840!UTM  12      -   0.99972970  x   0.99960654  =   0.99933635
 DU1840
 DU1840|---------------------------------------------------------------------|
 DU1840| PID    Reference Object                     Distance      Geod. Az  |
 DU1840|                                                           dddmmss.s |
 DU1840| DU1862 DOUBLE BUTTES RM 1                    5.505 METERS 05308     |
 DU1840| DU1841 HOBBLE MESA RESET                   APPROX. 3.2 KM 3153947.7 |
 DU1840| DU1863 DOUBLE BUTTES RM 2                    5.322 METERS 33013     |
 DU1840|---------------------------------------------------------------------|
 DU1840
 DU1840                          SUPERSEDED SURVEY CONTROL
 DU1840
 DU1840  NAD 83(1986)-  33 56 30.16867(N)    110 45 02.82022(W) AD(       ) 3
 DU1840  NGVD 29 (09/20/88) 1747.0    (m)         5732.     (f) VERT ANG    3  
 DU1840
 DU1840.Superseded values are not recommended for survey control.
 DU1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1840.See file dsdata.txt to determine how the superseded data were derived.
 DU1840
 DU1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2303055721(NAD 83)
 DU1840_MARKER: DS = TRIANGULATION STATION DISK
 DU1840_SETTING: 66 = SET IN ROCK OUTCROP
 DU1840_SP_SET: SET IN ROCK OUTCROP
 DU1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1840+STABILITY: POSITION/ELEVATION WELL
 DU1840
 DU1840  HISTORY     - Date     Condition        Report By
 DU1840  HISTORY     - 1946     MONUMENTED       USGS
 DU1840  HISTORY     - 1947     GOOD             USGS
 DU1840
 DU1840                          STATION DESCRIPTION
 DU1840
 DU1840'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1840'LOCATED ABOUT 14 MI SE. OF YOUNG, ABOUT 2 MI SE. OF ROCKHOUSE.  ON
 DU1840'HIGHEST POINT OF MOST NORTHERLY LARGE AND HIGHER OF TWO BUTTES.
 DU1840'
 DU1840'TO REACH FROM YOUNG POST OFFICE, DRIVE 10.8 MI N. ON HEBER RD. TO
 DU1840'RD. FORKS.  TAKE RIGHT FORK 5.8 MI S. TO BOARD GATE, CONTINUE 2.7
 DU1840'MI TO Q RANCH.  TAKE RIGHT FORK 11 MI S. TO ROCKHOUSE, CONTINUE
 DU1840'2.3 MI S.  WALK TO LEFT (E.) TO FOOT OF NORTHERNMOST AND HIGHEST
 DU1840'OF TWO ISOLATED BUTTES.  CLIMB E. TO SUMMIT AND STATION WHICH IS
 DU1840'IN CENTER OF BRUSH-COVERED, FLAT-TOPPED BUTTE.  A 1-HOUR PACK.
 DU1840'
 DU1840'STATION MARK--STANDARD TABLET STAMPED---DOUBLE BUTTES 1946---,
 DU1840'CEMENTED IN LARGE ROCK OUTCROP FLUSH WITH GROUND.
 DU1840'
 DU1840'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1840
 DU1840                          STATION RECOVERY (1947)
 DU1840
 DU1840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DU1840'RECOVERED AS DESCRIBED BY USGS.
 DU1840'
 DU1840'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1933 ***********************************************************************
 DV1933  DESIGNATION -  DOUBLE EAGLE
 DV1933  PID         -  DV1933
 DV1933  STATE/COUNTY-  AZ/MARICOPA
 DV1933  USGS QUAD   -  COLUMBUS PEAK (1990)
 DV1933
 DV1933                         *CURRENT SURVEY CONTROL
 DV1933  ___________________________________________________________________
 DV1933* NAD 83(1992)-  33 21 53.82356(N)    113 17 15.23498(W)     ADJUSTED  
 DV1933* NAVD 88     -       699.5    (meters)    2295.     (feet)  VERTCON   
 DV1933  ___________________________________________________________________
 DV1933  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DV1933  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DV1933  HORZ ORDER  -  SECOND
 DV1933
 DV1933.The horizontal coordinates were established by classical geodetic methods
 DV1933.and adjusted by the National Geodetic Survey in August 1993.
 DV1933
 DV1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1933
 DV1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1933
 DV1933.The geoid height was determined by GEOID03.
 DV1933
 DV1933;                    North         East     Units Scale Factor Converg.
 DV1933;SPC AZ C     -   263,062.860    85,783.069   MT  1.00010060   -0 45 14.6
 DV1933;SPC AZ C     -   863,067.13    281,440.52   iFT  1.00010060   -0 45 14.6
 DV1933;SPC AZ W     -   262,327.627   256,394.534   MT  0.99995616   +0 15 15.6
 DV1933;SPC AZ W     -   860,654.94    841,189.42   iFT  0.99995616   +0 15 15.6
 DV1933;UTM  12      - 3,694,084.063   287,166.773   MT  1.00015851   -1 15 30.8
 DV1933
 DV1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1933!SPC AZ C     -   0.99989511  x   1.00010060  =   0.99999569
 DV1933!SPC AZ W     -   0.99989511  x   0.99995616  =   0.99985127
 DV1933!UTM  12      -   0.99989511  x   1.00015851  =   1.00005360
 DV1933
 DV1933:                Primary Azimuth Mark                     Grid Az
 DV1933:SPC AZ C     -  DOUBLE EAGLE AZ MK                       101 16 01.1
 DV1933:SPC AZ W     -  DOUBLE EAGLE AZ MK                       100 15 30.9
 DV1933:UTM  12      -  DOUBLE EAGLE AZ MK                       101 46 17.3
 DV1933
 DV1933|---------------------------------------------------------------------|
 DV1933| PID    Reference Object                     Distance      Geod. Az  |
 DV1933|                                                           dddmmss.s |
 DV1933| CH3062 DOUBLE EAGLE AZ MK                                 1003046.5 |
 DV1933| CH3063 DOUBLE EAGLE RM 1                     1.668 METERS 13445     |
 DV1933| CH3064 DOUBLE EAGLE RM 2                     9.711 METERS 25019     |
 DV1933|---------------------------------------------------------------------|
 DV1933
 DV1933                          SUPERSEDED SURVEY CONTROL
 DV1933
 DV1933  NAD 83(1986)-  33 21 53.81653(N)    113 17 15.24259(W) AD(       ) 2
 DV1933  NAD 27      -  33 21 53.67900(N)    113 17 12.55800(W) AD(       ) 2
 DV1933  NGVD 29 (07/19/86)  698.8    (m)         2293.     (f) VERT ANG    3  
 DV1933
 DV1933.Superseded values are not recommended for survey control.
 DV1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1933.See file dsdata.txt to determine how the superseded data were derived.
 DV1933
 DV1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8716794084(NAD 83)
 DV1933_MARKER: DS = TRIANGULATION STATION DISK
 DV1933_SETTING: 66 = SET IN ROCK OUTCROP
 DV1933_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV1933
 DV1933  HISTORY     - Date     Condition        Report By
 DV1933  HISTORY     - 1950     MONUMENTED       CGS
 DV1933
 DV1933                          STATION DESCRIPTION
 DV1933
 DV1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1933'STATION IS LOCATED ABOUT 32 MILES WEST OF HASSAYAMPA AND
 DV1933'1 MILE NORTHWEST OF THE DOUBLE EAGLE MINE (A LEAD VANADIUM
 DV1933'PROSPECT).  ON A SPUR OF, AND AT THE NORTH END OF THE EAGLE
 DV1933'TAIL MOUNTAINS.  THE MOUNTAIN TOP APPEARS FROM A SHORT DISTANCE
 DV1933'TO COME TO A SMOOTH PEAK, IS LIGHT COLORED IN APPEARANCE
 DV1933'AND IS SURROUNDED BY WALL-LIKE CLIFFS.
 DV1933'
 DV1933'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 DV1933'STATION MARK, STAMPED DOUBLE EAGLE 1950, IS 11 FEET WEST
 DV1933'OF A 3-1/2 FOOT CAIRN.
 DV1933'
 DV1933'REFERENCE MARK 1, STAMPED DOUBLE EAGLE NO 1 1950, IS ABOUT
 DV1933'1 FOOT HIGHER THAN THE STATION.
 DV1933'
 DV1933'REFERENCE MARK 2, STAMPED DOUBLE EAGLE NO 2 1950, IS ABOUT
 DV1933'3 FEET LOWER THAN THE STATION.
 DV1933'
 DV1933'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK BRAZED TO TOP
 DV1933'OF A 3-INCH IRON PIPE PROJECTING ABOUT 4 INCHES.  23.5 FEET
 DV1933'NORTH OF THE NORTH END OF A WIRE GATE, 5 FEET WEST OF THE
 DV1933'FENCE LINE AND 4 FEET NORTH OF A WITNESS POST.  STAMPED DOUBLE
 DV1933'EAGLE NO 3 1950.
 DV1933'
 DV1933'TO REACH FROM JUNCTION OF U.S. HIGHWAY AND ROAD TO SALOME,
 DV1933'AT SERVICE STATION AND STORE IN HASSAYAMPA, GO NORTHWEST
 DV1933'ON ROAD TO SALOME FOR 1.7 MILES TO FORKS, JUST AFTER CROSSING
 DV1933'RAILROAD TRACKS.  KEEP LEFT FORK, MAIN TRAVELED ROAD, FOR
 DV1933'0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 10.1 MILES
 DV1933'TO SIDE ROAD RIGHT AT SIGN C.W. DWYER.  KEEP STRAIGHT AHEAD
 DV1933'FOR 5.55 MILES TO FORK, TAKE RIGHT FORK FOR 0.4 MILE TO ANOTHER
 DV1933'FORK, TAKE LEFT FORK FOR 3.2 MILES TO TRACK ROAD RIGHT
 DV1933'(CLANTON WELLS ROAD).  THIS POINT IS 0.7 MILE BEFORE REACHING
 DV1933'THE DAVIS RANCH HOME AND IS ACROSS THE ROAD, NORTH OF A WATER
 DV1933'TANK STAND.  TURN RIGHT ON TRACK ROAD (BEFORE MAIN ROAD
 DV1933'ENTERS CURVE) AND GO NORTHERLY FOR 2.15 MILES TO Y-FORK,
 DV1933'TAKE LEFT FORK NORTHWESTERLY, ON CLANTON WELLS ROAD, FOR
 DV1933'4.05 MILES TO Y-FORK.  TURN RIGHT, OFF CLANTON WELLS
 DV1933'ROAD, FOR 3.8 MILES (ROAD TENDS TO GO TOWARDS THE
 DV1933'EAGLES TAIL).  THENCE SWING RIGHT, NORTH TOWARDS FOOT OF
 DV1933'A HILL AND TOWARDS A WINDMILL FOR 0.6 MILE TO WIRE
 DV1933'GATE.  PASS THROUGH AND CONTINUE 0.3 MILE TO ANOTHER GATE AND
 DV1933'THE AZIMUTH MARK ON THE RIGHT.  KEEP THE ROAD WEST FOR 1.6
 DV1933'MILES TO Y-FORK, TAKE RIGHT FORK FOR 0.6 MILE TO TRACK
 DV1933'ROAD RIGHT (LEFT FORK CONTINUES 0.4 MILE TO DOUBLE EAGLE
 DV1933'MINE).  CONTINUE ON TRACK ROAD FOR 0.4 MILE TO THE END OF
 DV1933'TRUCK TRAVEL ON RIDGE ABOVE A SMALL WASH.
 DV1933'
 DV1933'PACK ALONG THE BASE OF THE SLOPE OF THE MOUNTAIN WITH THE
 DV1933'LIGHT-COLORED OUTCROP TO NORTH AND NORTHWEST, THENCE APPROACH
 DV1933'THE SADDLE SEPARATING IT AND THE STATION MOUNTAIN.  CLIMB
 DV1933'INTO THE HIGHER AND RIGHT-ONE OF THE OPEN SADDLES SEPARATING
 DV1933'THE MOUNTAINS (A ROCK DIKE LIES BETWEEN THE OPEN SADDLES).  AT
 DV1933'CREST OF SADDLE KEEP ON AND AROUND THE SOUTH SIDE OF THE
 DV1933'BASE OF THE HIGHEST CLIFF AHEAD, THEN CLIMB THE STEEP SLOPE
 DV1933'TO CREST OF RIDGE.  FOLLOW RIDGE NORTHERLY TO PEAK AND
 DV1933'STATION.
 DV1933'
 DV1933'A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1840 ***********************************************************************
 CZ1840  DESIGNATION -  DOUBLE RESET
 CZ1840  PID         -  CZ1840
 CZ1840  STATE/COUNTY-  AZ/PIMA
 CZ1840  USGS QUAD   -  TUCSON (1992)
 CZ1840
 CZ1840                         *CURRENT SURVEY CONTROL
 CZ1840  ___________________________________________________________________
 CZ1840* NAD 83(1992)-  32 08 11.37790(N)    110 59 09.23583(W)     ADJUSTED  
 CZ1840* NAVD 88     -       757.94   (+/-2cm)    2486.7    (feet)  VERTCON   
 CZ1840  ___________________________________________________________________
 CZ1840  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CZ1840  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ1840  HORZ ORDER  -  SECOND
 CZ1840  VERT ORDER  -  THIRD (See Below)
 CZ1840
 CZ1840.The horizontal coordinates were established by classical geodetic methods
 CZ1840.and adjusted by the National Geodetic Survey in August 1993.
 CZ1840
 CZ1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1840.The vertical order pertains to the NGVD 29 superseded value.
 CZ1840
 CZ1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1840
 CZ1840.The geoid height was determined by GEOID03.
 CZ1840
 CZ1840;                    North         East     Units Scale Factor Converg.
 CZ1840;SPC AZ C     -   126,380.474   301,173.541   MT  0.99999507   +0 29 42.5
 CZ1840;SPC AZ C     -   414,634.10    988,102.17   iFT  0.99999507   +0 29 42.5
 CZ1840;UTM  12      - 3,555,565.258   501,329.953   MT  0.99960002   +0 00 27.0
 CZ1840
 CZ1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1840!SPC AZ C     -   0.99988562  x   0.99999507  =   0.99988069
 CZ1840!UTM  12      -   0.99988562  x   0.99960002  =   0.99948569
 CZ1840
 CZ1840|---------------------------------------------------------------------|
 CZ1840| PID    Reference Object                     Distance      Geod. Az  |
 CZ1840|                                                           dddmmss.s |
 CZ1840| CZ0162 DOUBLE RESET RM 3                    15.228 METERS 16235     |
 CZ1840| CZ1975 SAN XAVIER MISSION CROSS            APPROX. 3.8 KM 2101713.4 |
 CZ1840| CC7632 WATER TANK                                         2651431.1 |
 CZ1840| CC5992 I19 DISK                             13.338 METERS 32026     |
 CZ1840| CZ0163 DOUBLE RESET RM 4                    15.238 METERS 34234     |
 CZ1840| CZ1850 WARNER                              APPROX. 8.2 KM 3554743.8 |
 CZ1840|---------------------------------------------------------------------|
 CZ1840
 CZ1840                          SUPERSEDED SURVEY CONTROL
 CZ1840
 CZ1840  NAD 83(1986)-  32 08 11.37429(N)    110 59 09.23299(W) AD(       ) 2
 CZ1840  NAD 27      -  32 08 11.09170(N)    110 59 06.90250(W) AD(       ) 2
 CZ1840  NGVD 29 (03/28/06)  757.28   (m)         2484.5    (f) RESET       3  
 CZ1840
 CZ1840.Superseded values are not recommended for survey control.
 CZ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1840.See file dsdata.txt to determine how the superseded data were derived.
 CZ1840
 CZ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0133055565(NAD 83)
 CZ1840_MARKER: DS = TRIANGULATION STATION DISK
 CZ1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1840+STABILITY: SURFACE MOTION
 CZ1840
 CZ1840  HISTORY     - Date     Condition        Report By
 CZ1840  HISTORY     - 1963     MONUMENTED       CGS
 CZ1840  HISTORY     - 1972     GOOD             NGS
 CZ1840  HISTORY     - 1978     GOOD             AZDT
 CZ1840  HISTORY     - 1982     GOOD             AZDT
 CZ1840  HISTORY     - 19950120 GOOD             USPSQD
 CZ1840
 CZ1840                          STATION DESCRIPTION
 CZ1840
 CZ1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ1840'THE STATION IS ABOUT 6 MILES SOUTHWEST OF TUCSON AND 1-1/2
 CZ1840'MILES WEST OF EMERY PARK, WITHIN THE RIGHT OF WAY OF INTERSTATE
 CZ1840'HIGHWAY NO. I-19.
 CZ1840'
 CZ1840'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK GO SOUTH
 CZ1840'ON U.S. HIGHWAY 89 FOR 0.45 MILES TO VALENCIA ROAD, TURN
 CZ1840'RIGHT AND GO WEST ON VALENCIA ROAD FOR 1.4 MILES TO THE
 CZ1840'INTERCHANGE WITH INTERSTATE HIGHWAY NO. I-19, TAKE THE NORTHBOUND
 CZ1840'ENTRANCE RAMP AND GO 0.2 MILES TO THE STATION ON THE RIGHT.
 CZ1840'
 CZ1840'THE STATION MARK IS A STANDARD DISC STAMPED DOUBLE RESET
 CZ1840'1963 SET IN A HOLE CHISELED IN BEDROCK AND IS 6 INCHES BELOW
 CZ1840'THE SURFACE OF THE GROUND.  IT IS 381 FEET SOUTH OF A CONCRETE
 CZ1840'BRIDGE ACROSS THE INTERSTATE HIGHWAY AT SANTA MARIA STREET,
 CZ1840'136.5 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANES
 CZ1840'OF THE FREEWAY, 35 FEET SOUTHEAST OF A FENCE CORNER AND
 CZ1840'CONCRETE HIGHWAY RIGHT OF WAY MARKER POST AND 12 FEET EAST
 CZ1840'OF THE RIGHT OF WAY FENCE.
 CZ1840'
 CZ1840'R.M. 3 IS A STANDARD DISC STAMPED DOUBLE NO. 3 RESET 1963,
 CZ1840'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND FLUSH WITH
 CZ1840'THE SURFACE OF THE GROUND.  IT IS 50 FEET SOUTHEAST OF
 CZ1840'THE STATION AND 151 FEET EAST OF THE CENTER LINE OF THE
 CZ1840'NORTHBOUND FREEWAY LANES.  IT IS 2 FEET EAST OF THE RIGHT
 CZ1840'OF WAY FENCE.
 CZ1840'
 CZ1840'R.M. 4 IS A STANDARD DISC STAMPED DOUBLE NO. 4 RESET 1963,
 CZ1840'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT EMBEDDED IN
 CZ1840'BED ROCK AND PROJECTING 3 INCHES.  IT IS 50 FEET NORTH OF
 CZ1840'THE STATION AND 18 FEET WEST OF THE RIGHT OF WAY FENCE.  IT
 CZ1840'IS 22 FEET NORTHEAST OF A FENCE CORNER AND CONCRETE RIGHT
 CZ1840'OF WAY MARKER POST.
 CZ1840'
 CZ1840'DOUBLE RESET 1963 IS ON A DIRECT LINE AND MIDWAY BETWEEN
 CZ1840'R.M. 3 AND R.M. 4.
 CZ1840'
 CZ1840'INTERSECTION STATION SAN XAVIER MISSION CROSS WAS USED FOR
 CZ1840'THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.  (SAME AS PREVIOUS)
 CZ1840
 CZ1840                          STATION RECOVERY (1972)
 CZ1840
 CZ1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CZ1840'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ1840'AND FOUND IN GOOD CONDITION.
 CZ1840'
 CZ1840'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF TUCSON
 CZ1840'ALONG THE EAST SIDE OF INTERSTATE HIGHWAY 19.  0.15 MILE
 CZ1840'NORTH OF VALENCIA OVERCROSSING.
 CZ1840'
 CZ1840'THE STATION MARK IS A USC AND GS DISK STAMPED, DOUBLE RESET
 CZ1840'1963.  IT IS SET IN BEDROCK ABOUT 1/2 FOOT BELOW THE GROUND
 CZ1840'SURFACE.  44.8 FEET SOUTH-SOUTHEAST OF AN ANGLE IN THE RIGHT
 CZ1840'OF WAY FENCE LINE AND 10 FEET EAST OF A WITNESS SIGN IN THE
 CZ1840'FENCE.
 CZ1840'
 CZ1840'REFERENCE MARK 3 IS A USC AND GS DISK STAMPED, DOUBLE NO 3
 CZ1840'RESET 1963.  IT IS SET IN TOP OF A CONCRETE MONUMENT WHICH
 CZ1840'IS FLUSH WITH THE GROUND SURFACE.  93 FEET SOUTH OF THE
 CZ1840'ANGLE IN THE FENCE LINE AND 2-1/2 FEET EAST OF A WITNESS
 CZ1840'SIGN IN THE FENCE LINE.
 CZ1840'
 CZ1840'REFERENCE MARK 4 IS A USC AND GS DISK STAMPED, DOUBLE NO 4
 CZ1840'RESET 1963.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 CZ1840'WHICH PROJECTS 1-1/2 INCHES.  IT 18-1/2 FEET SOUTHEAST OF THE
 CZ1840'ANGLE IN THE FENCE LINE AND 15 FEET EAST OF THE FENCE.
 CZ1840'
 CZ1840'AHD DISK, AN ARIZONA HIGHWAY DEPT. DISK WHICH IS UNSTAMPED,
 CZ1840'SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CZ1840'THE MARK IS SET AT THE ANGLE IN THE FENCE LINE 3/4 FOOT EAST
 CZ1840'OF THE FENCE.
 CZ1840'
 CZ1840'THE WATER TANK WHICH WAS INTERSECTED FOR AN AZIMUTH MARK IS
 CZ1840'A TALL GREEN STANDPIPE TYPE TANK.  IT IS ABOUT 3 MILES WEST
 CZ1840'OF THE STATION AND STANDS FULL ON THE HORIZON.  THE VENTILATER
 CZ1840'ON TOP CENTER WAS INTERSECTED.
 CZ1840'
 CZ1840'TO REACH THE STATION FROM I-19-VALENCIA OVERPASS IN SOUTHERN
 CZ1840'TUCSON GO EAST ALONG VALENCIA ROAD ABOUT 0.1 MILE TO SANTA
 CZ1840'CLARA ROAD.  TURN LEFT AND GO NORTH FOR 0.25 MILE TO SANTA
 CZ1840'MARIA STREET, TURN LEFT AND GO WEST FOR 0.25 MILE TO THE
 CZ1840'END OF THE STREET AT I-19 EAST RIGHT OF WAY FENCE.  TURN
 CZ1840'LEFT ON TRACK ROAD AND GO SOUTH FOR 0.1 MILE TO STATION.
 CZ1840'
 CZ1840'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1840'
 CZ1840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 CZ1840'SOUTHWEST OF TUCSON
 CZ1840
 CZ1840                          STATION RECOVERY (1978)
 CZ1840
 CZ1840'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1840'THE STATION MARK AND REFERENCE MARKS 3 AND AHD DISK WERE RECOVERED AS
 CZ1840'DESCRIBED BY L.F. SMITH IN 1972 AND FOUND IN GOOD CONDITION.
 CZ1840'REFERENCE MARK 4 IS BELIEVED TO BE DESTROYED.  THE WATER TANK MAY BE
 CZ1840'USED FOR AN AZIMUTH MARK.
 CZ1840
 CZ1840                          STATION RECOVERY (1982)
 CZ1840
 CZ1840'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ1840'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1973.  NO
 CZ1840'OBSERVATIONS WERE MADE AT THE STATION AT THIS TIME.
 CZ1840
 CZ1840                          STATION RECOVERY (1995)
 CZ1840
 CZ1840'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1443 ***********************************************************************
 DA1443  DESIGNATION -  DOUBLE RESET
 DA1443  PID         -  DA1443
 DA1443  STATE/COUNTY-  AZ/PINAL
 DA1443  USGS QUAD   -  INDIAN BUTTE (1981)
 DA1443
 DA1443                         *CURRENT SURVEY CONTROL
 DA1443  ___________________________________________________________________
 DA1443* NAD 83(1992)-  32 52 18.80574(N)    112 04 15.62991(W)     ADJUSTED  
 DA1443* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 DA1443  ___________________________________________________________________
 DA1443  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DA1443  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA1443  HORZ ORDER  -  SECOND
 DA1443
 DA1443.The horizontal coordinates were established by classical geodetic methods
 DA1443.and adjusted by the National Geodetic Survey in August 1993.
 DA1443
 DA1443.The orthometric height was scaled from a topographic map.
 DA1443
 DA1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1443
 DA1443.The geoid height was determined by GEOID03.
 DA1443
 DA1443;                    North         East     Units Scale Factor Converg.
 DA1443;SPC AZ C     -   207,555.751   198,916.906   MT  0.99990257   -0 05 01.6
 DA1443;SPC AZ C     -   680,957.19    652,614.52   iFT  0.99990257   -0 05 01.6
 DA1443;UTM  12      - 3,637,593.169   399,804.111   MT  0.99972378   -0 34 52.9
 DA1443
 DA1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1443!SPC AZ C     -   0.99991756  x   0.99990257  =   0.99982014
 DA1443!UTM  12      -   0.99991756  x   0.99972378  =   0.99964136
 DA1443
 DA1443:                Primary Azimuth Mark                     Grid Az
 DA1443:SPC AZ C     -  VORTAC CASA GRANDE RADIO CGZ             084 13 02.7
 DA1443:UTM  12      -  VORTAC CASA GRANDE RADIO CGZ             084 42 54.0
 DA1443
 DA1443|---------------------------------------------------------------------|
 DA1443| PID    Reference Object                     Distance      Geod. Az  |
 DA1443|                                                           dddmmss.s |
 DA1443| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX.15.3 KM 0840801.1 |
 DA1443| DA0080 F 83                                               1154314.4 |
 DA1443| CH5092 DOUBLE RM 1                           9.555 METERS 15504     |
 DA1443| CH5093 DOUBLE RM 2                           3.950 METERS 28147     |
 DA1443|---------------------------------------------------------------------|
 DA1443
 DA1443                          SUPERSEDED SURVEY CONTROL
 DA1443
 DA1443  NAD 83(1986)-  32 52 18.79709(N)    112 04 15.63121(W) AD(       ) 2
 DA1443  NAD 27      -  32 52 18.62074(N)    112 04 13.13150(W) AD(       ) 2
 DA1443
 DA1443.Superseded values are not recommended for survey control.
 DA1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1443.See file dsdata.txt to determine how the superseded data were derived.
 DA1443
 DA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9980437593(NAD 83)
 DA1443_MARKER: DS = TRIANGULATION STATION DISK
 DA1443_SETTING: 66 = SET IN ROCK OUTCROP
 DA1443
 DA1443  HISTORY     - Date     Condition        Report By
 DA1443  HISTORY     - 1960     MONUMENTED       CGS
 DA1443  HISTORY     - 1968     GOOD             AMS
 DA1443  HISTORY     - 1975     GOOD             DOD
 DA1443  HISTORY     - 1975     GOOD             NGS
 DA1443
 DA1443                          STATION DESCRIPTION
 DA1443
 DA1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1443'REFERENCE MARK NO. 2 AND BENCH MARK F 83 WERE RECOVERED
 DA1443'AND FOUND IN GOOD CONDITION.  THE STATION MARK AND ONE REFERENCE
 DA1443'MARK HAD BEEN REMOVED, THEY WERE REPLACED IN THEIR PRECISE
 DA1443'ORIGINAL LOCATION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DA1443'
 DA1443'THE STATION IS ABOUT 5-1/2 MILES WEST OF STANFIELD ON THE
 DA1443'MOST NORTHERN ONE OF TWO LOW PEAKS, THE FIRST HILLS WEST
 DA1443'ACROSS THE FLATS FROM STANFIELD.
 DA1443'
 DA1443'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO WEST
 DA1443'ON STATE HIGHWAY 84 FOR 5.2 MILES TO A GATE ON THE RIGHT.
 DA1443'GO THRU GATE THEN TURN LEFT AND FOLLOW THE TRACK ROAD SOUTHWEST
 DA1443'ON THE NORTH SIDE OF THE FENCE FOR 0.2 MILE TO BENCH MARK
 DA1443'F 83 ON THE LEFT.  HERE LEAVE THE FENCE LINE AND FOLLOW THE
 DA1443'TRACK ROAD WEST TOWARD THE PEAKS FOR 0.5 MILE TO THE END OF
 DA1443'TRUCK TRAVEL AT THE BASE OF THE HILL.  FROM HERE PACK WEST
 DA1443'UP THE WASH TO THE SADDLE, THEN PACK NORTHWEST TO THE SUMMIT
 DA1443'AND STATION.
 DA1443'
 DA1443'THE STATION MARK, STAMPED DOUBLE 1936 1960, IS A STANDARD
 DA1443'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 10 FEET
 DA1443'NORTHWEST OF A CAIRN AND 2 INCHES BELOW THE SURFACE OF THE
 DA1443'GROUND.
 DA1443'
 DA1443'REFERENCE MARK NO. 1, STAMPED DOUBLE NO 1 1936 1960, IS A
 DA1443'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 DA1443'22 FEET SOUTHEAST OF THE CAIRN AND 18 INCHES BELOW STATION
 DA1443'ELEVATION.
 DA1443'
 DA1443'REFERENCE MARK NO. 2, STAMPED DOUBLE USGS NO 2 1936, IS A
 DA1443'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 DA1443'22 FEET NORTHWEST OF THE CAIRN AND 2 FEET BELOW STATION
 DA1443'ELEVATION.
 DA1443'
 DA1443'BENCH MARK F 83, STAMPED F 83 1935, IS A U.S. COAST AND GEODETIC
 DA1443'SURVEY BENCH MARK DISK SET IN THE TOP OF A 10-INCH SQUARE
 DA1443'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS AT MILE POST
 DA1443'NO. 160, 56 FEET NORTH OF THE CENTER OF STATE HIGHWAY 84,
 DA1443'7 FEET NORTH OF A FENCE AND 2 FEET SOUTHEAST OF A WITNESS
 DA1443'POST.
 DA1443
 DA1443                          STATION RECOVERY (1968)
 DA1443
 DA1443'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HKB)
 DA1443'STATION MARK, AZIMUTH MARK AND R.M. NO 1 WAS RECOVERED AS
 DA1443'DESCRIBED.  R.M. NO. 2 WAS SEARCHED FOR BUT NOT FOUND.  DESCRIPTION
 DA1443'IS ADEQUATE.  NEW TO REACH FOLLOWS.
 DA1443'
 DA1443'TO REACH FROM THE POST OFFICE IN STANFIELD GO WEST ON STATE
 DA1443'HIGHWAY 84 FOR 5.4 MILES TO BENCH MARK F 83 (ALSO AZIMUTH
 DA1443'MARK) ON RIGHT.  CONTINUE ON HIGHWAY FOR 0.2 MILE TO A TRACK
 DA1443'ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON TRACK ROAD FOR
 DA1443'0.35 MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  FROM HERE
 DA1443'PACK WEST UP THE WASH TO THE SADDLE, THEN NORTHWEST TO THE
 DA1443'SUMMIT AND STATION.
 DA1443'
 DA1443'15 MINUTE PACK.
 DA1443'
 DA1443'R.M. NO. 1 LISTED DISTANCE-31.35 FT. CHECK DISTANCE-31.30 FT.
 DA1443'
 DA1443'AN AZIMUTH CHECK OF THE AZI MARK (BM F-83 1935) INDICATES
 DA1443'POSSIBLE DISTURBANCE- FAILS TO CHECK PUBLISHED VALUE BY ABOUT
 DA1443'20 SECONDS.
 DA1443
 DA1443                          STATION RECOVERY (1975)
 DA1443
 DA1443'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975 (RLE)
 DA1443'DOUBLE 1936 1960 - GOOD
 DA1443'
 DA1443'C AND GS BM F 83 1935 - GOOD
 DA1443
 DA1443                          STATION RECOVERY (1975)
 DA1443
 DA1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCP)
 DA1443'DESCRIPTION ADEQUATE, ALL MARKS RECOVERED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0162 ***********************************************************************
 CZ0162  DESIGNATION -  DOUBLE RESET RM 3
 CZ0162  PID         -  CZ0162
 CZ0162  STATE/COUNTY-  AZ/PIMA
 CZ0162  USGS QUAD   -  TUCSON (1992)
 CZ0162
 CZ0162                         *CURRENT SURVEY CONTROL
 CZ0162  ___________________________________________________________________
 CZ0162* NAD 83(1986)-  32 08 11.     (N)    110 59 08.     (W)     SCALED    
 CZ0162* NAVD 88     -       758.50   (+/-2cm)    2488.5    (feet)  VERTCON   
 CZ0162  ___________________________________________________________________
 CZ0162  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0162  VERT ORDER  -  THIRD (See Below)
 CZ0162
 CZ0162.The horizontal coordinates were scaled from a topographic map and have
 CZ0162.an estimated accuracy of +/- 6 seconds.
 CZ0162
 CZ0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0162.The vertical order pertains to the NGVD 29 superseded value.
 CZ0162
 CZ0162.The geoid height was determined by GEOID03.
 CZ0162
 CZ0162;                    North         East    Units  Estimated Accuracy
 CZ0162;SPC AZ C     -   126,370.      301,210.      MT  (+/- 180 meters Scaled)
 CZ0162
 CZ0162                          SUPERSEDED SURVEY CONTROL
 CZ0162
 CZ0162  NGVD 29 (03/28/06)  757.84   (m)         2486.3    (f) RESET       3  
 CZ0162
 CZ0162.Superseded values are not recommended for survey control.
 CZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0162.See file dsdata.txt to determine how the superseded data were derived.
 CZ0162
 CZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0162_MARKER: DD = SURVEY DISK
 CZ0162_SETTING: 0 = UNSPECIFIED SETTING
 CZ0162_STAMPING: DOUBLE NO. 3 RESET 1963
 CZ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0162
 CZ0162  HISTORY     - Date     Condition        Report By
 CZ0162  HISTORY     - 1963     MONUMENTED       CGS
 CZ0162
 CZ0162                          STATION DESCRIPTION
 CZ0162
 CZ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0162'6.0 MI SW FROM TUCSON.
 CZ0162'0.45 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, ON
 CZ0162'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0162'NORTHERLY 0.2 MILES ALONG THE NORTHBOUND ENTRANCE RAMP TO INTERSTATE
 CZ0162'HIGHWAY NO. 1-19, 151 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 CZ0162'FREEWAY LANES AND 2 FEET EAST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0163 ***********************************************************************
 CZ0163  DESIGNATION -  DOUBLE RESET RM 4
 CZ0163  PID         -  CZ0163
 CZ0163  STATE/COUNTY-  AZ/PIMA
 CZ0163  USGS QUAD   -  TUCSON (1992)
 CZ0163
 CZ0163                         *CURRENT SURVEY CONTROL
 CZ0163  ___________________________________________________________________
 CZ0163* NAD 83(1986)-  32 08 11.     (N)    110 59 08.     (W)     SCALED    
 CZ0163* NAVD 88     -       757.60   (+/-2cm)    2485.6    (feet)  VERTCON   
 CZ0163  ___________________________________________________________________
 CZ0163  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0163  VERT ORDER  -  THIRD (See Below)
 CZ0163
 CZ0163.The horizontal coordinates were scaled from a topographic map and have
 CZ0163.an estimated accuracy of +/- 6 seconds.
 CZ0163
 CZ0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0163.The vertical order pertains to the NGVD 29 superseded value.
 CZ0163
 CZ0163.The geoid height was determined by GEOID03.
 CZ0163
 CZ0163;                    North         East    Units  Estimated Accuracy
 CZ0163;SPC AZ C     -   126,370.      301,210.      MT  (+/- 180 meters Scaled)
 CZ0163
 CZ0163                          SUPERSEDED SURVEY CONTROL
 CZ0163
 CZ0163  NGVD 29 (03/28/06)  756.94   (m)         2483.4    (f) RESET       3  
 CZ0163
 CZ0163.Superseded values are not recommended for survey control.
 CZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0163.See file dsdata.txt to determine how the superseded data were derived.
 CZ0163
 CZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0163_MARKER: DD = SURVEY DISK
 CZ0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0163_SP_SET: MONUMENT
 CZ0163_STAMPING: DOUBLE NO. 4 RESET 1963
 CZ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0163
 CZ0163  HISTORY     - Date     Condition        Report By
 CZ0163  HISTORY     - 1963     MONUMENTED       CGS
 CZ0163
 CZ0163                          STATION DESCRIPTION
 CZ0163
 CZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0163'6.0 MI SW FROM TUCSON.
 CZ0163'0.45 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, ON
 CZ0163'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE
 CZ0163'NORTHERLY 0.2 MILES ALONG THE NORTHBOUND ENTRANCE RAMP TO INTERSTATE
 CZ0163'HIGHWAY NO. 1-19, 22 FEET NORTHEAST OF A FENCE CORNER AND CONCRETE
 CZ0163'HIGHWAY RIGHT OF WAY MARKER POST AND 18 FEET WEST OF THE FENCE, SET IN
 CZ0163'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0158 ***********************************************************************
 CZ0158  DESIGNATION -  DOUBLE RM 1
 CZ0158  PID         -  CZ0158
 CZ0158  STATE/COUNTY-  AZ/PIMA
 CZ0158  USGS QUAD   -  TUCSON (1992)
 CZ0158
 CZ0158                         *CURRENT SURVEY CONTROL
 CZ0158  ___________________________________________________________________
 CZ0158* NAD 83(1986)-  32 08 12.     (N)    110 59 09.     (W)     SCALED    
 CZ0158* NAVD 88     -       758.62   (+/-2cm)    2488.9    (feet)  VERTCON   
 CZ0158  ___________________________________________________________________
 CZ0158  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0158
 CZ0158.The horizontal coordinates were scaled from a topographic map and have
 CZ0158.an estimated accuracy of +/- 6 seconds.
 CZ0158
 CZ0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0158.The vertical order pertains to the NGVD 29 superseded value.
 CZ0158
 CZ0158.The geoid height was determined by GEOID03.
 CZ0158
 CZ0158;                    North         East    Units  Estimated Accuracy
 CZ0158;SPC AZ C     -   126,400.      301,180.      MT  (+/- 180 meters Scaled)
 CZ0158
 CZ0158                          SUPERSEDED SURVEY CONTROL
 CZ0158
 CZ0158  NGVD 29 (??/??/92)  757.962  (m)         2486.75   (f) ADJ UNCH    2 0
 CZ0158
 CZ0158.Superseded values are not recommended for survey control.
 CZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0158.See file dsdata.txt to determine how the superseded data were derived.
 CZ0158
 CZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0158_MARKER: DR = REFERENCE MARK DISK
 CZ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0158_STAMPING: DOUBLE NO 1 1959
 CZ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0158+STABILITY: SURFACE MOTION
 CZ0158
 CZ0158  HISTORY     - Date     Condition        Report By
 CZ0158  HISTORY     - 1959     MONUMENTED       CGS
 CZ0158  HISTORY     - 1960     GOOD             NGS
 CZ0158
 CZ0158                          STATION DESCRIPTION
 CZ0158
 CZ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0158'TUCSON.
 CZ0158'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0158'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD TO A GATE,
 CZ0158'THENCE 0.2 MILE NORTH ON TRACK ROAD, 77 FEET NORTH OF TRIANGULATION
 CZ0158'STATION DOUBLE, 0.5 FOOT WEST OF FENCE, SET IN THE TOP OF A 12-INCH
 CZ0158'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0160 ***********************************************************************
 CZ0160  DESIGNATION -  DOUBLE RM 2
 CZ0160  PID         -  CZ0160
 CZ0160  STATE/COUNTY-  AZ/PIMA
 CZ0160  USGS QUAD   -  TUCSON (1992)
 CZ0160
 CZ0160                         *CURRENT SURVEY CONTROL
 CZ0160  ___________________________________________________________________
 CZ0160* NAD 83(1986)-  32 08 12.     (N)    110 59 09.     (W)     SCALED    
 CZ0160* NAVD 88     -       758.96   (+/-2cm)    2490.0    (feet)  VERTCON   
 CZ0160  ___________________________________________________________________
 CZ0160  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0160
 CZ0160.The horizontal coordinates were scaled from a topographic map and have
 CZ0160.an estimated accuracy of +/- 6 seconds.
 CZ0160
 CZ0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0160.The vertical order pertains to the NGVD 29 superseded value.
 CZ0160
 CZ0160.The geoid height was determined by GEOID03.
 CZ0160
 CZ0160;                    North         East    Units  Estimated Accuracy
 CZ0160;SPC AZ C     -   126,400.      301,180.      MT  (+/- 180 meters Scaled)
 CZ0160
 CZ0160                          SUPERSEDED SURVEY CONTROL
 CZ0160
 CZ0160  NGVD 29 (??/??/92)  758.296  (m)         2487.84   (f) ADJ UNCH    2 0
 CZ0160
 CZ0160.Superseded values are not recommended for survey control.
 CZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0160.See file dsdata.txt to determine how the superseded data were derived.
 CZ0160
 CZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA013555(NAD 83)
 CZ0160_MARKER: DR = REFERENCE MARK DISK
 CZ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0160_STAMPING: DOUBLE NO 2 1959
 CZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0160+STABILITY: SURFACE MOTION
 CZ0160
 CZ0160  HISTORY     - Date     Condition        Report By
 CZ0160  HISTORY     - 1959     MONUMENTED       CGS
 CZ0160  HISTORY     - 1960     GOOD             NGS
 CZ0160
 CZ0160                          STATION DESCRIPTION
 CZ0160
 CZ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0160'6.0 MI SW FROM TUCSON.
 CZ0160'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0160'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD TO A GATE,
 CZ0160'THENCE 0.2 MILE NORTH ON TRACK ROAD, 90 FEET SOUTH OF TRIANGULATION
 CZ0160'STATION DOUBLE, 0.5 FOOT WEST OF FENCE, SET IN THE TOP OF A 12-INCH
 CZ0160'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0601 ***********************************************************************
 FP0601  DESIGNATION -  DOUGLAS
 FP0601  PID         -  FP0601
 FP0601  STATE/COUNTY-  AZ/NAVAJO
 FP0601  USGS QUAD   -  PILOT ROCK (1972)
 FP0601
 FP0601                         *CURRENT SURVEY CONTROL
 FP0601  ___________________________________________________________________
 FP0601* NAD 83(1992)-  35 09 07.99002(N)    109 52 37.07059(W)     ADJUSTED  
 FP0601* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 FP0601  ___________________________________________________________________
 FP0601  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FP0601  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FP0601  HORZ ORDER  -  FIRST
 FP0601
 FP0601.The horizontal coordinates were established by classical geodetic methods
 FP0601.and adjusted by the National Geodetic Survey in August 1993.
 FP0601
 FP0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0601
 FP0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0601
 FP0601.The geoid height was determined by GEOID03.
 FP0601
 FP0601;                    North         East     Units Scale Factor Converg.
 FP0601;SPC AZ E     -   460,498.473   239,754.751   MT  0.99990858   +0 10 00.5
 FP0601;SPC AZ E     - 1,510,821.76    786,596.95   iFT  0.99990858   +0 10 00.5
 FP0601;UTM  12      - 3,890,501.061   602,290.973   MT  0.99972895   +0 38 47.9
 FP0601
 FP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0601!SPC AZ E     -   0.99970508  x   0.99990858  =   0.99961368
 FP0601!UTM  12      -   0.99970508  x   0.99972895  =   0.99943411
 FP0601
 FP0601|---------------------------------------------------------------------|
 FP0601| PID    Reference Object                     Distance      Geod. Az  |
 FP0601|                                                           dddmmss.s |
 FP0601| CD3367 DOUGLAS RM                           28.975 METERS 06048     |
 FP0601| FP0602 DOUGLAS CAIRN 1919                    3.900 METERS 08133     |
 FP0601| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.34.8 KM 1125522.1 |
 FP0601| FP0599 LOS ANGELES ALBUQ AWY BCN 51        APPROX.14.3 KM 1602152.0 |
 FP0601| ES1042 HILL 19 MI S OF HENNESSY            APPROX.42.0 KM 2010812.8 |
 FP0601| FQ0726 HENNESSYS BUTTE HALF MI NORTH       APPROX.14.7 KM 2402110.3 |
 FP0601| FQ0729 HILL ON RIDGE WEST OF HENNESSY      APPROX.36.0 KM 2463935.8 |
 FP0601| FQ0725 GEORGE HENNESSYS HOUSE CHIMNEY      APPROX.13.8 KM 2490629.6 |
 FP0601| FQ0724 HENNESSYS PASTURE BLACK BUTTE       APPROX.16.2 KM 2602917.3 |
 FP0601| FQ0731 SHARP BUTTE 13 MI W HENNESSY        APPROX.32.4 KM 2671518.6 |
 FP0601| FQ0730 SHARP BUTTE 16 MI NW HENNESSY       APPROX.32.9 KM 2842344.0 |
 FP0601| CD3366 DOUGLAS AZ MK                                      3070304.7 |
 FP0601| CD3368 DOUGLAS RM 2                          7.568 METERS 33610     |
 FP0601|---------------------------------------------------------------------|
 FP0601
 FP0601                          SUPERSEDED SURVEY CONTROL
 FP0601
 FP0601  NAD 83(1986)-  35 09 07.98471(N)    109 52 37.07242(W) AD(       ) 1
 FP0601  NAD 27      -  35 09 07.91000(N)    109 52 34.63600(W) AD(       ) 1
 FP0601  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG    3  
 FP0601
 FP0601.Superseded values are not recommended for survey control.
 FP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0601.See file dsdata.txt to determine how the superseded data were derived.
 FP0601
 FP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0229190501(NAD 83)
 FP0601_MARKER: DS = TRIANGULATION STATION DISK
 FP0601_SETTING: 80 = SET IN A BOULDER
 FP0601_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0601
 FP0601  HISTORY     - Date     Condition        Report By
 FP0601  HISTORY     - 1919     MONUMENTED       CGS
 FP0601  HISTORY     - 1936     GOOD             CGS
 FP0601  HISTORY     - 1951     GOOD             CGS
 FP0601  HISTORY     - 1967     GOOD             CGS
 FP0601  HISTORY     - 1972     GOOD             USGS
 FP0601
 FP0601                          STATION DESCRIPTION
 FP0601
 FP0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 FP0601'STATION IS ON HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS
 FP0601'RABBIT MOUNTAIN, ABOUT 25 MILES BY ROAD NORTHEAST OF HOLBROOK,
 FP0601'8 MILES EAST OF GEO. HENNESSYS RANCH HOUSE AND 6 MILES EAST OF
 FP0601'GEO. PETERSONS RANCH HOUSE.  THIS IS THE MOST PROMINENT AND
 FP0601'HIGHEST HILL IN THE VICINITY.  STATION STAMPED 1919 BUT
 FP0601'OCCUPIED IN 1920.
 FP0601'
 FP0601'TRUCKS CAN BE DRIVEN TO THE FOOT OF THE HILL IN DRY WEATHER
 FP0601'AND AS FAR AS THE GEO. PETERSON RANCH DURING ANY WEATHER.
 FP0601'
 FP0601'WITNESS MARK IS A CAIRN.  THERE IS NO UNDERGROUND MARK.
 FP0601
 FP0601                          STATION RECOVERY (1936)
 FP0601
 FP0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0601'STATION WAS RECOVERED AS ESTABLISHED IN 1920.  (STATION BUILT
 FP0601'IN 1919 AND OCCUPIED IN 1920).  IT IS 20 MILES WEST OF NAVAJO
 FP0601'AND 8 MILES NORTHWEST OF U.S. HIGHWAY 66, AT PAINTED DESERT
 FP0601'PARK, ON THE SUMMIT OF A SOLITARY AND PROMINENT HILL, KNOWN
 FP0601'LOCALLY AS RABBIT MOUNTAIN, LYING ALONG THE WEST SIDE OF THE
 FP0601'PAINTED DESERT, AND 8 MILES EAST OF THE JAMISON RANCH, ON THE
 FP0601'HIGH POINT AT THE SOUTH END OF THE SUMMIT, NEAR THE SOUTHWEST
 FP0601'EDGE OF THE ROUGHLY OVAL POINT WHICH IS COVERED WITH VOLCANIC
 FP0601'ASH AND ROCK, 13 FEET WEST-SOUTHWEST OF A 6-FOOT STONE CAIRN.
 FP0601'A STANDARD DISK STAMPED DOUGLAS 1919, SET IN A SMALL FLAT
 FP0601'BOULDER.  THERE IS NO UNDERGROUND MARK.
 FP0601'
 FP0601'REFERENCE MARK NO. 1 (1920) IS NORTH-NORTHEAST OF THE STATION,
 FP0601'AT THE EXTREME NORTHEAST EDGE OF THE SUMMIT.
 FP0601'
 FP0601'AN ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK WERE
 FP0601'ESTABLISHED AT THIS OCCUPATION OF THE STATION.
 FP0601'
 FP0601'REFERENCE MARK NO. 2 (1936) IS NORTH BY WEST OF THE STATION,
 FP0601'A STANDARD REFERENCE DISK STAMPED DOUGLAS 1919 1936 SET IN A
 FP0601'SMALL FLAT BOULDER.
 FP0601'
 FP0601'REFERENCE MARK NO. 1 IS SET IN A BOULDER.
 FP0601'
 FP0601'THE AZIMUTH MARK (1936) IS APPROXIMATELY 0.2 MILE NORTHWEST
 FP0601'OF THE STATION, AT THE WEST END OF THE MOST NORTHWESTERLY POINT
 FP0601'OF THE SUMMIT, ON THE RIDGE LINE OF THE LOCAL SUMMIT, ABOUT
 FP0601'60 FEET EAST OF ITS WEST END.  A STANDARD AZIMUTH DISK STAMPED
 FP0601'DOUGLAS 1919 1936, SET IN BEDROCK.
 FP0601'
 FP0601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 FP0601'AND 260 AT HOLBROOK, GO NORTHEAST ON HIGHWAY 66 FOR 1.8 MILES
 FP0601'AND BEAR LEFT ON THE KEMES CANYON ROAD AT ARROW KEAMES CANYON,
 FP0601'THENCE NORTH-NORTHEASTERLY ON THE MAIN GRADED ROAD FOR 9.4
 FP0601'MILES, OR 2.0 MILES PAST AIRWAY BEACON NO. 49, AND TURN RIGHT
 FP0601'ON TRACK ROAD JUST BEFORE CROSSING THE BRIDGE OVER LEROUX
 FP0601'WASH, THENCE 6.2 MILES ON THE ONLY TRAVELED ROAD TO THE JAMISON
 FP0601'RANCH, THENCE NORTHERLY THROUGH THE RANCH YARD, PASS THE
 FP0601'WINDMILL, AND GO THROUGH RIGHT HAND GATE AND ALONG FENCE,
 FP0601'BEARING LEFT AND CROSSING LEROUX WASH AT THE END OF FENCE, AND
 FP0601'NORTHERLY ON TRACK ROAD FOR A TOTAL DISTANCE OF 1.0 MILE FROM
 FP0601'THE RANCH, AND TAKE DIM RIGHT FORK, THENCE NORTHEAST AND EAST
 FP0601'TOWARDS THE HILL FOR 3.7 MILES AND BEAR LEFT THROUGH GATE
 FP0601'IN WIRE FENCE, THENCE EASTERLY FOR 5.4 MILES TO THE END
 FP0601'OF TRUCK TRAVEL AT THE BASE OF THE HILL.  PACK SOUTH UP
 FP0601'THE HILL FOR ABOUT 3/8 MILE TO THE STATION ON THE HIGHEST POINT,
 FP0601'AT THE SOUTH END OF THE SUMMIT.  ABOUT 10 MINUTES EASY
 FP0601'PACKING.
 FP0601'
 FP0601'THE DISCREPANCY BETWEEN THE MEASURED DISTANCE TO REFERENCE
 FP0601'MARK NO. 1 IN 1920 AND 1936 IS PROBABLY DUE TO THE FACT THAT
 FP0601'THE DISTANCE WAS MEASURED ALONG THE GROUND IN 1920 WHEREAS IN
 FP0601'1936 THE DISTANCE WAS MEASURED HORIZONTALLY.
 FP0601'
 FP0601'A 4-FOOT STAND FOR INSTRUMENTS AND LIGHTS.
 FP0601
 FP0601                          STATION RECOVERY (1951)
 FP0601
 FP0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0601'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FP0601'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FP0601'
 FP0601'THE STATION IS LOCATED ON THE HIGHEST POINT OF RABBIT MOUNTAIN,
 FP0601'SOME MAPS SHOW THE NAME AS PILOT ROCK.  IT IS 25 MILES BY ROAD
 FP0601'NORTHEAST OF HOLBROOK, ABOUT 8 MILES AIRLINE NORTHWEST OF THE
 FP0601'PAINTED DESERT VIEW POINT ON U.S. HIGHWAY 66, AND ABOUT 16
 FP0601'MILES AIRLINE EAST OF THE KEAMS CANYON ROAD.
 FP0601'
 FP0601'THE STATION IS 13 FEET WEST OF A 6-FOOT CAIRN.  IT IS A
 FP0601'STANDARD DISK SET IN A DRILL HOLE IN A SMALL FLAT BOULDER
 FP0601'THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--DOUGLAS
 FP0601'1919.
 FP0601'
 FP0601'REFERENCE MARK NUMBER ONE IS AT THE EXTREME NORTHEAST EDGE
 FP0601'OF THE HIGH SUMMIT, 6 FEET WEST OF A CLIFF, AND ABOUT 5 FEET
 FP0601'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN A DRILL
 FP0601'HOLE IN BEDROCK THAT PROJECTS 3 FEET.  THE DISK IS
 FP0601'STAMPED--DOUGLAS 1919.
 FP0601'
 FP0601'REFERENCE MARK NUMBER TWO IS 2 FEET LOWER THAN THE STATION.
 FP0601'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 FP0601'PROJECTS 1 FOOT.  THE DISK IS STAMPED DOUGLAS NO 2
 FP0601'1919 1936.
 FP0601'
 FP0601'THE AZIMUTH MARK IS ON THE WEST END OF THE MOST NORTHWESTERLY
 FP0601'END OF THE SUMMIT, 62 FEET SOUTHEAST OF THE NORTHWEST RIM, 8
 FP0601'FEET WEST OF A 3-FOOT CAIRN.  IT IS A STANDARD DISK SET IN A
 FP0601'DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.  THE
 FP0601'DISK IS STAMPED--DOUGLAS 1919 1936.  TO REACH THE MARK FROM
 FP0601'THE STATION GO NORTHWEST ACROSS THE SUMMIT OF THE MOUNTAIN
 FP0601'FOR ABOUT 0.2 MILE TO THE MARK.
 FP0601'
 FP0601'TO REACH THE STATION FROM HOLBROOK GO EASTERLY ON U.S. HIGHWAY
 FP0601'66 FOR 1.6 MILES TO THE KEAMS CANYON ROAD ON THE LEFT.  TURN
 FP0601'LEFT, NORTH-NORTHEAST, AND GO 9.4 MILES TO A TRACK ROAD TO THE
 FP0601'RIGHT, JUST BEFORE REACHING A BRIDGE.  TURN RIGHT AND GO 6.2
 FP0601'MILES TO A RANCH HOUSE.  PASS TO THE EAST OF THE HOUSE AND GO
 FP0601'0.1 MILE TO A GATE THAT IS JUST NORTH OF 2 WINDMILLS.  GO
 FP0601'THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTHERLY, ACROSS
 FP0601'THE WASH, FOR A TOTAL DISTANCE OF 1.0 MILE TO A FORK.  TAKE
 FP0601'THE RIGHT FORK AND GO 3.6 MILES TO A GATE IN A FENCE PASS
 FP0601'THROUGH THE GATE AND BEAR LEFT, EAST-NORTHEAST, ON THE TRACK
 FP0601'ROAD FOR 4.0 MILES TO A FORK.  TAKE THE LEFT FORK,
 FP0601'EAST-NORTHEAST, AND GO 3.0 MILES TO THE END OF THE ROAD AT
 FP0601'THE NORTHWEST BASE OF THE MOUNTAIN AND THE END OF TRUCK
 FP0601'TRAVEL.  FROM THE END OF THE ROAD PACK SOUTH UP THE SLOPE
 FP0601'TO THE TOP OF THE RIM.  GO SOUTHERLY ACROSS THE TOP OF THE
 FP0601'MOUNTAIN, FOR ABOUT 0.2 MILE TO THE HIGHEST POINT AND THE
 FP0601'STATION.  NOTE--THE PACK WILL REQUIRE ABOUT 1/3 HOUR.
 FP0601
 FP0601                          STATION RECOVERY (1967)
 FP0601
 FP0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FP0601'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 FP0601'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FP0601'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 FP0601'
 FP0601'TO REACH THE STATION FROM THE PETRIFIED FOREST PARK HEADQUARTERS
 FP0601'BUILDING, (OBTAIN KEYS AND INFORMATION FROM THE HEADQUARTERS
 FP0601'BUILDING) FOLLOW THE PILOT ROCK ROAD FOR ABOUT 9.0 MILES TO THE
 FP0601'BASE OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.  THE 1951
 FP0601'DESCRIPTION TO REACH THE STATION IS NOT ADEQUATE DUE TO
 FP0601'ROAD CHANGE AND FENCE AROUND THE PARK.
 FP0601'
 FP0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILES
 FP0601'NORTHWEST OF THE PETRIFIED FOREST NATURAL PARK HEADQUARTERS
 FP0601'BUILDING AND ON THE HIGHEST POINT OF PILOT ROCK.
 FP0601
 FP0601                          STATION RECOVERY (1972)
 FP0601
 FP0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0601'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 FP0601'35 109 3 STATION 1009.  ALL MARKS IN GOOD CONDITION.  A NEW
 FP0601'TO REACH FOLLOWS--
 FP0601'
 FP0601'FROM THE JCT. OF U.S. HIGHWAYS 66 AND 180 IN HOLBROOK, GO NE. ON
 FP0601'U.S. HIGHWAY 66 THEN I-40 FOR A TOTAL OF 8.8 MI TO THE SUN VALLEY
 FP0601'OVERPASS.  EXIT AT THE SUN VALLEY OVERPASS, AND GO N. ALONG
 FP0601'DIRT RD. 0.4 MI. TO JCT. WITH OLD HIGHWAY 66.  TURN E.
 FP0601'(RIGHT) ALONG OLD HIGHWAY 66 FOR 3.7 MI TO A N.-S. FENCE WITH
 FP0601'A TRACK RD. LEADING N. ALONG THE WEST SIDE OF FENCE.  TURN
 FP0601'N. (LEFT) ALONG TRACK RD. AND FENCE FOR 2.6 MI TO A Y-RD. FK.
 FP0601'TAKE NE. FORK (RIGHT) FOR 1.7 MI TO A FENCE.  PASS THROUGH
 FP0601'GATE AND CONTINUE STRAIGHT AHEAD FOR 1.5 MI TO A DIM RD. FK.
 FP0601'RIGHT CONTINUE STRAIGHT AHEAD FOR 0.2 MI TO ANOTHER Y-RD.
 FP0601'FK.  TAKE LEFT FORK AND GO ALONG DIM TRACK RD. FOR 1.8 MI TO
 FP0601'AN E.-W.  FENCE.  GO W. ALONG FENCE FOR 1.1 MI TO A T-RD.
 FP0601'N.  TURN N.  (RIGHT) AT T-RD. AND CONTINUE ALONG RD. FOR
 FP0601'2.2 MI TO A WINDMILL AND AN ABANDONED RANCH HOUSE ON SOUTH BANK
 FP0601'OF LITHODENDRON WASH.  CROSS WASH AND CONTINUE ON TRACK
 FP0601'RD. (GENERALLY N.) FOR 1.7 MI TO A DIM X-RD.  TAKE E.
 FP0601'FORK (RIGHT) THROUGH DOWN FENCE, AND CONTINUE ON DIM TRACK
 FP0601'RD. FOR 5.0 MI TO N.-S. FENCE (PETRIFIED FOREST NATIONAL PARK
 FP0601'BOUNDARY) AND END OF TRUCK TRAVEL.  PACK EASTERLY UP
 FP0601'PROMINENT MOUNTAIN TO TOP AND STATION.  ABOUT A 45
 FP0601'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0345 ***********************************************************************
 CF0345  DESIGNATION -  DOUGLAS ABANDONED SMELTER STK
 CF0345  PID         -  CF0345
 CF0345  STATE/COUNTY-  AZ/COCHISE
 CF0345  USGS QUAD   -  DOUGLAS (1978)
 CF0345
 CF0345                         *CURRENT SURVEY CONTROL
 CF0345  ___________________________________________________________________
 CF0345* NAD 83(1992)-  31 20 21.71239(N)    109 34 32.87258(W)     ADJUSTED  
 CF0345* NAVD 88     -              **(meters)            **(feet)            
 CF0345  ___________________________________________________________________
 CF0345  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CF0345  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CF0345  HORZ ORDER  -  THIRD
 CF0345
 CF0345.The horizontal coordinates were established by classical geodetic methods
 CF0345.and adjusted by the National Geodetic Survey in August 1993.
 CF0345
 CF0345
 CF0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0345
 CF0345.The geoid height was determined by GEOID03.
 CF0345
 CF0345;                    North         East     Units Scale Factor Converg.
 CF0345;SPC AZ E     -    37,773.183   269,584.489   MT  0.99993898   +0 18 26.4
 CF0345;SPC AZ E     -   123,927.77    884,463.55   iFT  0.99993898   +0 18 26.4
 CF0345;UTM  12      - 3,468,088.951   635,485.534   MT  0.99982641   +0 44 27.1
 CF0345
 CF0345                          SUPERSEDED SURVEY CONTROL
 CF0345
 CF0345  NAD 83(1986)-  31 20 21.70815(N)    109 34 32.85555(W) AD(       ) 4
 CF0345  NAD 27      -  31 20 21.33500(N)    109 34 30.61100(W) AD(       ) 3
 CF0345
 CF0345.Superseded values are not recommended for survey control.
 CF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0345.See file dsdata.txt to determine how the superseded data were derived.
 CF0345
 CF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3548668089(NAD 83)
 CF0345_MARKER: 63 = STACK
 CF0345
 CF0345  HISTORY     - Date     Condition        Report By
 CF0345  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0345
 CF0345                          STATION DESCRIPTION
 CF0345
 CF0345'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0349 ***********************************************************************
 CF0349  DESIGNATION -  DOUGLAS AIRPORT BEACON
 CF0349  PID         -  CF0349
 CF0349  STATE/COUNTY-  AZ/COCHISE
 CF0349  USGS QUAD   -  DOUGLAS (1978)
 CF0349
 CF0349                         *CURRENT SURVEY CONTROL
 CF0349  ___________________________________________________________________
 CF0349* NAD 83(1992)-  31 20 41.07301(N)    109 30 40.29730(W)     ADJUSTED  
 CF0349* NAVD 88     -              **(meters)            **(feet)            
 CF0349  ___________________________________________________________________
 CF0349  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 CF0349  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0349  HORZ ORDER  -  THIRD
 CF0349
 CF0349.The horizontal coordinates were established by classical geodetic methods
 CF0349.and adjusted by the National Geodetic Survey in August 1993.
 CF0349
 CF0349
 CF0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0349
 CF0349.The geoid height was determined by GEOID03.
 CF0349
 CF0349;                    North         East     Units Scale Factor Converg.
 CF0349;SPC AZ E     -    38,404.201   275,728.517   MT  0.99994796   +0 20 27.5
 CF0349;SPC AZ E     -   125,998.03    904,621.12   iFT  0.99994796   +0 20 27.5
 CF0349;UTM  12      - 3,468,766.371   641,623.957   MT  0.99984739   +0 46 28.5
 CF0349
 CF0349                          SUPERSEDED SURVEY CONTROL
 CF0349
 CF0349  NAD 83(1986)-  31 20 41.07009(N)    109 30 40.28092(W) AD(       ) 4
 CF0349  NAD 27      -  31 20 40.69500(N)    109 30 38.04500(W) AD(       ) 3
 CF0349
 CF0349.Superseded values are not recommended for survey control.
 CF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0349.See file dsdata.txt to determine how the superseded data were derived.
 CF0349
 CF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV4162468766(NAD 83)
 CF0349_MARKER: 21 = AIRPORT BEACON
 CF0349
 CF0349  HISTORY     - Date     Condition        Report By
 CF0349  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0349  HISTORY     - 1944     GOOD             CGS
 CF0349  HISTORY     - 1973     GOOD             AZHD
 CF0349
 CF0349                          STATION DESCRIPTION
 CF0349
 CF0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0349'BEACON AT AIRPORT STILL EXISTING.
 CF0349
 CF0349                          STATION RECOVERY (1973)
 CF0349
 CF0349'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973
 CF0349'A.  GENERAL LOCATION 2 MILES E. OF DOUGLAS, ARIZ.
 CF0349'
 CF0349'B.  TO REACH AT THE DOUGLAS MUNICIPAL AIRPORT NOT TO BE CONFUSED
 CF0349'WITH THE DOUGLAS INTERNATIONAL AIRPORT LOCATED 8-10 MILES
 CF0349'N OF TOWN.
 CF0349'
 CF0349'C.  STATION MARK THE BEACON HAS BEEN DISASSEMBLED, BUT THE 8 FT
 CF0349'SQUARE BLOCK BUILDING, WHICH HOUSED THE POWER PLANT AND SAT
 CF0349'DIRECTLY UNDER THE BEACON IS STILL IN PLACE
 CF0349'
 CF0349'D.  REFERENCE MARKS NONE
 CF0349'
 CF0349'E.  AZIMUTH MARK NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0344 ***********************************************************************
 CF0344  DESIGNATION -  DOUGLAS ARIZ EDISON ELEC STACK
 CF0344  PID         -  CF0344
 CF0344  STATE/COUNTY-  AZ/COCHISE
 CF0344  USGS QUAD   -  DOUGLAS (1978)
 CF0344
 CF0344                         *CURRENT SURVEY CONTROL
 CF0344  ___________________________________________________________________
 CF0344* NAD 83(1992)-  31 20 49.55373(N)    109 33 19.49726(W)     ADJUSTED  
 CF0344* NAVD 88     -              **(meters)            **(feet)            
 CF0344  ___________________________________________________________________
 CF0344  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 CF0344  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0344  HORZ ORDER  -  THIRD
 CF0344
 CF0344.The horizontal coordinates were established by classical geodetic methods
 CF0344.and adjusted by the National Geodetic Survey in August 1993.
 CF0344
 CF0344
 CF0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0344
 CF0344.The geoid height was determined by GEOID03.
 CF0344
 CF0344;                    North         East     Units Scale Factor Converg.
 CF0344;SPC AZ E     -    38,641.180   271,519.230   MT  0.99994171   +0 19 04.8
 CF0344;SPC AZ E     -   126,775.52    890,811.12   iFT  0.99994171   +0 19 04.8
 CF0344;UTM  12      - 3,468,971.466   637,413.437   MT  0.99983290   +0 45 05.8
 CF0344
 CF0344                          SUPERSEDED SURVEY CONTROL
 CF0344
 CF0344  NAD 83(1986)-  31 20 49.54682(N)    109 33 19.47718(W) AD(       ) 4
 CF0344  NAD 27      -  31 20 49.17800(N)    109 33 17.23800(W) AD(       ) 3
 CF0344
 CF0344.Superseded values are not recommended for survey control.
 CF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0344.See file dsdata.txt to determine how the superseded data were derived.
 CF0344
 CF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3741368971(NAD 83)
 CF0344_MARKER: 63 = STACK
 CF0344
 CF0344  HISTORY     - Date     Condition        Report By
 CF0344  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0344  HISTORY     - 1944     GOOD             CGS
 CF0344
 CF0344                          STATION DESCRIPTION
 CF0344
 CF0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0344'STACK STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0602 ***********************************************************************
 FP0602  DESIGNATION -  DOUGLAS CAIRN 1919
 FP0602  PID         -  FP0602
 FP0602  STATE/COUNTY-  AZ/NAVAJO
 FP0602  USGS QUAD   -  PILOT ROCK (1972)
 FP0602
 FP0602                         *CURRENT SURVEY CONTROL
 FP0602  ___________________________________________________________________
 FP0602* NAD 83(1992)-  35 09 08.00861(N)    109 52 36.91818(W)     ADJUSTED  
 FP0602* NAVD 88     -      1903.     (meters)    6243.     (feet)  SCALED    
 FP0602  ___________________________________________________________________
 FP0602  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FP0602  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FP0602  HORZ ORDER  -  THIRD
 FP0602
 FP0602.The horizontal coordinates were established by classical geodetic methods
 FP0602.and adjusted by the National Geodetic Survey in August 1993.
 FP0602
 FP0602.The orthometric height was scaled from a topographic map.
 FP0602
 FP0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0602
 FP0602.The geoid height was determined by GEOID03.
 FP0602
 FP0602;                    North         East     Units Scale Factor Converg.
 FP0602;SPC AZ E     -   460,499.057   239,758.606   MT  0.99990859   +0 10 00.6
 FP0602;SPC AZ E     - 1,510,823.68    786,609.60   iFT  0.99990859   +0 10 00.6
 FP0602;UTM  12      - 3,890,501.677   602,294.823   MT  0.99972896   +0 38 48.0
 FP0602
 FP0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0602!SPC AZ E     -   0.99970509  x   0.99990859  =   0.99961371
 FP0602!UTM  12      -   0.99970509  x   0.99972896  =   0.99943413
 FP0602
 FP0602                          SUPERSEDED SURVEY CONTROL
 FP0602
 FP0602  NAD 83(1986)-  35 09 08.00330(N)    109 52 36.92000(W) AD(       ) 4
 FP0602  NAD 27      -  35 09 07.92900(N)    109 52 34.48400(W) AD(       ) 3
 FP0602
 FP0602.Superseded values are not recommended for survey control.
 FP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0602.See file dsdata.txt to determine how the superseded data were derived.
 FP0602
 FP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0229590502(NAD 83)
 FP0602_MARKER: 72 = CAIRN
 FP0602
 FP0602  HISTORY     - Date     Condition        Report By
 FP0602  HISTORY     - 1951     FIRST OBSERVED   CGS
 FP0602
 FP0602                          STATION DESCRIPTION
 FP0602
 FP0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FP0602'THE STATION IS LOCATED ON THE HIGHEST POINT OF RABBIT MOUNTAIN,
 FP0602'SOME MAPS SHOW THE NAME AS PILOT ROCK.  IT IS 25 MILES BY ROAD
 FP0602'NORTHEAST OF HOLBROOK, ABOUT 8 MILES AIRLINE NORTHWEST OF THE
 FP0602'PAINTED DESERT VIEW POINT ON U.S. HIGHWAY 66, AND ABOUT 16
 FP0602'MILES AIRLINE EAST OF THE KEAMS CANYON ROAD.
 FP0602'
 FP0602'THE STATION IS 13 FEET WEST OF A 6-FOOT CAIRN.  IT IS A
 FP0602'STANDARD DISK SET IN A DRILL HOLE IN A SMALL FLAT BOULDER
 FP0602'THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--DOUGLAS
 FP0602'1919.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0347 ***********************************************************************
 CF0347  DESIGNATION -  DOUGLAS EAST MUNICIPAL TANK
 CF0347  PID         -  CF0347
 CF0347  STATE/COUNTY-  AZ/COCHISE
 CF0347  USGS QUAD   -  DOUGLAS (1978)
 CF0347
 CF0347                         *CURRENT SURVEY CONTROL
 CF0347  ___________________________________________________________________
 CF0347* NAD 83(1992)-  31 20 59.08440(N)    109 32 25.37038(W)     ADJUSTED  
 CF0347* NAVD 88     -              **(meters)            **(feet)            
 CF0347  ___________________________________________________________________
 CF0347  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CF0347  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0347  HORZ ORDER  -  THIRD
 CF0347
 CF0347.The horizontal coordinates were established by classical geodetic methods
 CF0347.and adjusted by the National Geodetic Survey in August 1993.
 CF0347
 CF0347
 CF0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0347
 CF0347.The geoid height was determined by GEOID03.
 CF0347
 CF0347;                    North         East     Units Scale Factor Converg.
 CF0347;SPC AZ E     -    38,942.729   272,948.159   MT  0.99994378   +0 19 33.0
 CF0347;SPC AZ E     -   127,764.86    895,499.21   iFT  0.99994378   +0 19 33.0
 CF0347;UTM  12      - 3,469,283.788   638,839.890   MT  0.99983776   +0 45 34.2
 CF0347
 CF0347                          SUPERSEDED SURVEY CONTROL
 CF0347
 CF0347  NAD 83(1986)-  31 20 59.08378(N)    109 32 25.35549(W) AD(       ) 4
 CF0347  NAD 27      -  31 20 58.70900(N)    109 32 23.11300(W) AD(       ) 3
 CF0347
 CF0347.Superseded values are not recommended for survey control.
 CF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0347.See file dsdata.txt to determine how the superseded data were derived.
 CF0347
 CF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3884069284(NAD 83)
 CF0347_MARKER: 51 = TANK
 CF0347
 CF0347  HISTORY     - Date     Condition        Report By
 CF0347  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0347
 CF0347                          STATION DESCRIPTION
 CF0347
 CF0347'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0343 ***********************************************************************
 CF0343  DESIGNATION -  DOUGLAS PHE DODGE LGE PLT STK
 CF0343  PID         -  CF0343
 CF0343  STATE/COUNTY-  AZ/COCHISE
 CF0343  USGS QUAD   -  DOUGLAS (1978)
 CF0343
 CF0343                         *CURRENT SURVEY CONTROL
 CF0343  ___________________________________________________________________
 CF0343* NAD 83(1992)-  31 20 50.28823(N)    109 35 17.82500(W)     ADJUSTED  
 CF0343* NAVD 88     -              **(meters)            **(feet)            
 CF0343  ___________________________________________________________________
 CF0343  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 CF0343  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CF0343  HORZ ORDER  -  THIRD
 CF0343
 CF0343.The horizontal coordinates were established by classical geodetic methods
 CF0343.and adjusted by the National Geodetic Survey in August 1993.
 CF0343
 CF0343
 CF0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0343
 CF0343.The geoid height was determined by GEOID03.
 CF0343
 CF0343;                    North         East     Units Scale Factor Converg.
 CF0343;SPC AZ E     -    38,646.909   268,391.661   MT  0.99993734   +0 18 03.2
 CF0343;SPC AZ E     -   126,794.32    880,550.07   iFT  0.99993734   +0 18 03.2
 CF0343;UTM  12      - 3,468,953.527   634,286.265   MT  0.99982242   +0 44 04.3
 CF0343
 CF0343                          SUPERSEDED SURVEY CONTROL
 CF0343
 CF0343  NAD 83(1986)-  31 20 50.28381(N)    109 35 17.80864(W) AD(       ) 4
 CF0343  NAD 27      -  31 20 49.91200(N)    109 35 15.56500(W) AD(       ) 3
 CF0343
 CF0343.Superseded values are not recommended for survey control.
 CF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0343.See file dsdata.txt to determine how the superseded data were derived.
 CF0343
 CF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3428668954(NAD 83)
 CF0343_MARKER: 63 = STACK
 CF0343
 CF0343  HISTORY     - Date     Condition        Report By
 CF0343  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0343  HISTORY     - 1944     SEE DESCRIPTION  CGS
 CF0343
 CF0343                          STATION DESCRIPTION
 CF0343
 CF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0343'ALL STACKS EXISTING IN 1938 HAVE BEEN REMOVED FROM THE SMELTER
 CF0343'AND HAVE BEEN REPLACED ON DIFFERENT SITES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0342 ***********************************************************************
 CF0342  DESIGNATION -  DOUGLAS PHE DODGE TALL PLT STK
 CF0342  PID         -  CF0342
 CF0342  STATE/COUNTY-  AZ/COCHISE
 CF0342  USGS QUAD   -  DOUGLAS (1978)
 CF0342
 CF0342                         *CURRENT SURVEY CONTROL
 CF0342  ___________________________________________________________________
 CF0342* NAD 83(1992)-  31 20 49.17821(N)    109 35 10.77585(W)     ADJUSTED  
 CF0342* NAVD 88     -              **(meters)            **(feet)            
 CF0342  ___________________________________________________________________
 CF0342  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CF0342  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CF0342  HORZ ORDER  -  THIRD
 CF0342
 CF0342.The horizontal coordinates were established by classical geodetic methods
 CF0342.and adjusted by the National Geodetic Survey in August 1993.
 CF0342
 CF0342
 CF0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0342
 CF0342.The geoid height was determined by GEOID03.
 CF0342
 CF0342;                    North         East     Units Scale Factor Converg.
 CF0342;SPC AZ E     -    38,613.704   268,578.153   MT  0.99993760   +0 18 06.9
 CF0342;SPC AZ E     -   126,685.38    881,161.92   iFT  0.99993760   +0 18 06.9
 CF0342;UTM  12      - 3,468,921.739   634,472.981   MT  0.99982304   +0 44 07.9
 CF0342
 CF0342                          SUPERSEDED SURVEY CONTROL
 CF0342
 CF0342  NAD 83(1986)-  31 20 49.17377(N)    109 35 10.75940(W) AD(       ) 4
 CF0342  NAD 27      -  31 20 48.80300(N)    109 35 08.51600(W) AD(       ) 3
 CF0342
 CF0342.Superseded values are not recommended for survey control.
 CF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0342.See file dsdata.txt to determine how the superseded data were derived.
 CF0342
 CF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3447368922(NAD 83)
 CF0342_MARKER: 63 = STACK
 CF0342
 CF0342  HISTORY     - Date     Condition        Report By
 CF0342  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0342
 CF0342                          STATION DESCRIPTION
 CF0342
 CF0342'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0407 ***********************************************************************
 CF0407  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0407  FBN         -  This is a Federal Base Network Control Station.
 CF0407  DESIGNATION -  DOUGLAS RESET
 CF0407  PID         -  CF0407
 CF0407  STATE/COUNTY-  AZ/COCHISE
 CF0407  USGS QUAD   -  DOUGLAS NE (1978)
 CF0407
 CF0407                         *CURRENT SURVEY CONTROL
 CF0407  ___________________________________________________________________
 CF0407* NAD 83(2007)-  31 22 50.39483(N)    109 34 45.88143(W)     ADJUSTED  
 CF0407* NAVD 88     -      1215.74   (meters)    3988.6    (feet)  GPS OBS   
 CF0407  ___________________________________________________________________
 CF0407  EPOCH DATE  -        2007.00
 CF0407  X           -  -1,826,750.840 (meters)                     COMP
 CF0407  Y           -  -5,135,951.648 (meters)                     COMP
 CF0407  Z           -   3,302,616.949 (meters)                     COMP
 CF0407  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CF0407  ELLIP HEIGHT-        1188.393 (meters)          (02/10/07) ADJUSTED
 CF0407  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0407
 CF0407  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0407  Type    PID    Designation                      North   East  Ellip
 CF0407  -------------------------------------------------------------------
 CF0407  NETWORK CF0407 DOUGLAS RESET                     0.33   0.31   1.04
 CF0407  -------------------------------------------------------------------
 CF0407
 CF0407.The horizontal coordinates were established by GPS observations
 CF0407.and adjusted by the National Geodetic Survey in February 2007.
 CF0407
 CF0407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0407.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0407.The horizontal coordinates are valid at the epoch date displayed above.
 CF0407.The epoch date for horizontal control is a decimal equivalence
 CF0407.of Year/Month/Day.
 CF0407
 CF0407.The orthometric height was determined by GPS observations and a
 CF0407.high-resolution geoid model.
 CF0407.The orthometric height was determined by GPS observations and a
 CF0407.high-resolution geoid model using precise GPS observation and
 CF0407.processing techniques.
 CF0407
 CF0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0407
 CF0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0407
 CF0407.The ellipsoidal height was determined by GPS observations
 CF0407.and is referenced to NAD 83.
 CF0407
 CF0407.The geoid height was determined by GEOID03.
 CF0407
 CF0407;                    North         East     Units Scale Factor Converg.
 CF0407;SPC AZ E     -    42,350.238   269,216.207   MT  0.99993847   +0 18 20.9
 CF0407;SPC AZ E     -   138,944.35    883,255.27   iFT  0.99993847   +0 18 20.9
 CF0407;UTM  12      - 3,472,662.570   635,082.656   MT  0.99982507   +0 44 23.4
 CF0407
 CF0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0407!SPC AZ E     -   0.99981342  x   0.99993847  =   0.99975191
 CF0407!UTM  12      -   0.99981342  x   0.99982507  =   0.99963853
 CF0407
 CF0407:                Primary Azimuth Mark                     Grid Az
 CF0407:SPC AZ E     -  PHOENIX EL PASO AWY BCN 21               098 52 36.1
 CF0407:UTM  12      -  PHOENIX EL PASO AWY BCN 21               098 26 33.6
 CF0407
 CF0407|---------------------------------------------------------------------|
 CF0407| PID    Reference Object                     Distance      Geod. Az  |
 CF0407|                                                           dddmmss.s |
 CF0407| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.17.9 KM 0991057.0 |
 CF0407| CC7280 DOUGLAS RM 1                         26.670 METERS 10019     |
 CF0407| CF0339 LARGE LETTER D                      APPROX.10.4 KM 1111305.8 |
 CF0407| CF0347 DOUGLAS EAST MUNICIPAL TANK         APPROX. 5.1 KM 1324213.5 |
 CF0407| CF0346 DOUGLAS WEST MUNICIPAL TANK         APPROX. 5.0 KM 1325456.1 |
 CF0407| CF0344 DOUGLAS ARIZ EDISON ELEC STACK      APPROX. 4.4 KM 1482808.0 |
 CF0407| CF0345 DOUGLAS ABANDONED SMELTER STK       APPROX. 4.6 KM 1754220.1 |
 CF0407| CC7279 DOUGLAS AZ MK                                      1780545.3 |
 CF0407| CF0342 DOUGLAS PHE DODGE TALL PLT STK      APPROX. 3.8 KM 1895947.0 |
 CF0407| CF0343 DOUGLAS PHE DODGE LGE PLT STK       APPROX. 3.8 KM 1925129.2 |
 CF0407| CC7283 DOUGLAS RM 4                          8.283 METERS 20946     |
 CF0407| CC7282 DOUGLAS RM 3                          3.972 METERS 27453     |
 CF0407| CC7281 DOUGLAS RM 2                          3.980 METERS 35012     |
 CF0407|---------------------------------------------------------------------|
 CF0407
 CF0407                          SUPERSEDED SURVEY CONTROL
 CF0407
 CF0407  ELLIP H (09/30/99) 1188.411  (m)                       GP(       ) 3 1
 CF0407  NAD 83(1986)-  31 22 50.39211(N)    109 34 45.86385(W) AD(       ) B
 CF0407  NAD 83(1992)-  31 22 50.39435(N)    109 34 45.88108(W) AD(       ) A
 CF0407  ELLIP H (09/30/92) 1188.497  (m)                       GP(       ) 2 1
 CF0407  NAD 83(1986)-  31 22 50.39211(N)    109 34 45.86385(W) AD(       ) 1
 CF0407  NAD 27      -  31 22 50.02400(N)    109 34 43.62000(W) AD(       ) 1
 CF0407  NGVD 29 (09/30/94) 1215.0    (m)         3986.     (f) GPS OBS     3  
 CF0407
 CF0407.Superseded values are not recommended for survey control.
 CF0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0407.See file dsdata.txt to determine how the superseded data were derived.
 CF0407
 CF0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3508372663(NAD 83)
 CF0407_MARKER: DH = HORIZONTAL CONTROL DISK
 CF0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0407_SP_SET: CONCRETE POST
 CF0407_STAMPING: DOUGLAS 1938 1973 ASA 550
 CF0407_MARK LOGO: NGS   
 CF0407_PROJECTION: FLUSH
 CF0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0407+STABILITY: SURFACE MOTION
 CF0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0407+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0407
 CF0407  HISTORY     - Date     Condition        Report By
 CF0407  HISTORY     - 1973     MONUMENTED       NGS
 CF0407  HISTORY     - 1973     GOOD             NGS
 CF0407  HISTORY     - 1982     GOOD             AZDT
 CF0407  HISTORY     - 19920203 GOOD             NGS
 CF0407  HISTORY     - 19940127 GOOD             NOS
 CF0407  HISTORY     - 19981109 GOOD             NGS
 CF0407  HISTORY     - 19990308 GOOD             NGS
 CF0407  HISTORY     - 20031030 GOOD             AZ-003
 CF0407
 CF0407                          STATION DESCRIPTION
 CF0407
 CF0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CF0407'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE FOUND
 CF0407'DESTROYED.  THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK
 CF0407'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS LEANING
 CF0407'SLIGHTLY.  A NEW STATION MARK WAS SET OVER THE UNDERGROUND MARK
 CF0407'AND REFERENCES MARKS 3 AND 4 ESTABLISHED.
 CF0407'
 CF0407'THE STATION MARK IS A STANDARD DISK STAMPED, DOUGLAS 1938 1973.
 CF0407'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 CF0407'3 INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET WEST OF
 CF0407'THE CENTER LINE OF U.S. HIGHWAY 666 AND 13 FEET EAST OF A WITNESS
 CF0407'POST SET IN THE WEST RIGHT OF WAY FENCE LINE.
 CF0407'
 CF0407'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DOUGLAS NO 2 1938.
 CF0407'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CF0407'ABOUT 4 INCHES.  IT IS 49 FEET WEST OF THE CENTER LINE OF THE
 CF0407'HIGHWAY, 73 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST OF
 CF0407'THE FENCE.
 CF0407'
 CF0407'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DOUGLAS 1938 NO
 CF0407'3 1973.  IT IS SET IN A DRILL HOLE IN TOP OF A LARGE BURIED
 CF0407'BOULDER WHICH IS IN THE FENCE LINE.  50 FEET WEST OF THE CENTER
 CF0407'LINE OF THE HIGHWAY AND AT THE WITNESS POST.
 CF0407'
 CF0407'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, DOUGLAS 1938 NO 4
 CF0407'1973.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 CF0407'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 50 FEET WEST OF THE
 CF0407'CENTER LINE OF THE HIGHWAY AND IN THE FENCE LINE.
 CF0407'
 CF0407'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DOUGLAS 1938.
 CF0407'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CF0407'ABOUT 4 INCHES.  IT IS 49 FEET EAST OF THE CENTER LINE OF THE
 CF0407'HIGHWAY, 30 FEET SOUTH OF AN IRON POST MARKED, POST STA 80+100
 CF0407'AND 1 FOOT WEST OF WITNESS POST SET IN FENCE LINE.
 CF0407'
 CF0407'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN DOUGLAS GO
 CF0407'WEST ALONG U.S. HIGHWAY 80 FOR 1.5 MILES TO JUNCTION WITH U.S.
 CF0407'HIGHWAY 666.  TURN RIGHT AND GO NORTH ALONG U.S. 666 FOR 1.55
 CF0407'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.45
 CF0407'MILE TO THE STATION ON THE LEFT.
 CF0407'
 CF0407'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CF0407'
 CF0407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 CF0407'NORTHWEST OF DOUGLAS
 CF0407
 CF0407                          STATION RECOVERY (1973)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CF0407'RECOVERED IN GOOD CONDITION.
 CF0407
 CF0407                          STATION RECOVERY (1982)
 CF0407
 CF0407'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0407'STATION IS LOCATED ABOUT 2.5 AIRLINE MILES NORTHWEST OF DOUGLAS,
 CF0407'ARIZONA, AND 2 MILES NORTH OF THE JUNCTION OF U.S. 666 AND U.S. 80.
 CF0407'
 CF0407'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CF0407'DESCRIBED IN 1958 IN GOOD CONDITION, BUT WITH THESE DISPARITIES.  RM
 CF0407'3 IS STAMPED---DOUGLAS(1938)(1973) RM 3---.  RM 4 IS STAMPED---
 CF0407'DOUGLAS NO 4 (1938)(1973)---.  RM 3 WAS TOO CLOSE TO OBSERVE.  A NEW
 CF0407'ROUTE TO THE STATION FOLLOWS.
 CF0407'
 CF0407'FROM THE POST OFFICE IN DOUGLAS ON THE SOUTHEAST CORNER OF 10TH ST AND
 CF0407'F AVE TRAVEL ONE BLOCK WEST TO G AVE (U.S.80) TURN RIGHT AND TRAVEL
 CF0407'FOR 1.8 MILES TO JUNCTION OF U.S. 80 AND U.S. 666.  TURN RIGHT AND
 CF0407'TRAVEL NORTH ON U.S. 666 FOR 1.9 MILES TO THE STATION ON THE LEFT.
 CF0407'STATION IS 37 FEET WEST OF CENTERLINE OF U.S. 666 (MP 1.9).  WITNESS
 CF0407'POST AND SIGN 3 FEET EAST OF STATION.
 CF0407
 CF0407                          STATION RECOVERY (1992)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CF0407'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTHWEST OF DOUGLAS, 3.2
 CF0407'KM (2.0 MI) NORTH OF U.S. HIGHWAY 80, IN THE WEST RIGHT-OF-WAY OF
 CF0407'U.S. HIGHWAY 666, AT MILE POST 1.9. OWNERSHIP-ARIZONA DEPARTMENT OF
 CF0407'TRANSPORTATION.
 CF0407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 666,
 CF0407'LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF DOUGLAS, GO NORTH ON HIGHWAY
 CF0407'666 FOR 3.06 KM (1.90 MI) TO THE STATION ON THE LEFT.
 CF0407'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 CF0407'WITH THE GROUND.  LOCATED 11.1 M (36.4 FT) WEST OF THE CENTERLINE OF
 CF0407'THE HIGHWAY, 8.2 M (26.9 FT) NORTHEAST OF RM 4, 3.9 M (12.8 FT) EAST
 CF0407'OF A R-O-W FENCELINE, 3.9 M (12.8 FT) SOUTHEAST OF RM 2, 0.61 M
 CF0407'(2.00 FT) WEST OF A METAL WITNESS POST AND ACROSS THE HIGHWAY FROM
 CF0407'BENCH MARK X 421.
 CF0407
 CF0407                          STATION RECOVERY (1994)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 CF0407'RECOVERED AS DESCRIBED.
 CF0407
 CF0407                          STATION RECOVERY (1998)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CF0407'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF DOUGLAS, 3.2
 CF0407'KM (2.00 MI) NORTH OF U.S. HIGHWAY 80, 1.7 KM (1.05 MI) NORTH OF
 CF0407'PIRTLEVILLE, IN THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 191.
 CF0407'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 CF0407'FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 19, ABOUT 3.2 KM (2.00 MI)
 CF0407'WEST OF DOUGLAS, GO NORTH FOR 1.95 MI (3.14 KM) ON HIGHWAY 191 TO THE
 CF0407'STATION ON LEFT.  THE STATION IS FLUSH WITH GROUND. LOCATED 11.1 M
 CF0407'(36.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 8.2 M (26.9 FT)
 CF0407'NORTH-NORTHEAST OF REFERENCE MARK 4, 4.1 M (13.5 FT) EAST-NORTHEAST OF
 CF0407'THE RIGHT-OF-WAY FENCE LINE, 4.0 M (13.1 FT) EAST OF REFERENCE MARK 3
 CF0407'AND 0.8 M (2.6 FT) WEST OF A METAL WITNESS POST.
 CF0407
 CF0407                          STATION RECOVERY (1999)
 CF0407
 CF0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CF0407'RECOVERED AS DESCRIBED.
 CF0407
 CF0407                          STATION RECOVERY (2003)
 CF0407
 CF0407'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CF0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0346 ***********************************************************************
 CF0346  DESIGNATION -  DOUGLAS WEST MUNICIPAL TANK
 CF0346  PID         -  CF0346
 CF0346  STATE/COUNTY-  AZ/COCHISE
 CF0346  USGS QUAD   -  DOUGLAS (1978)
 CF0346
 CF0346                         *CURRENT SURVEY CONTROL
 CF0346  ___________________________________________________________________
 CF0346* NAD 83(1992)-  31 20 59.08460(N)    109 32 26.40829(W)     ADJUSTED  
 CF0346* NAVD 88     -              **(meters)            **(feet)            
 CF0346  ___________________________________________________________________
 CF0346  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CF0346  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CF0346  HORZ ORDER  -  THIRD
 CF0346
 CF0346.The horizontal coordinates were established by classical geodetic methods
 CF0346.and adjusted by the National Geodetic Survey in August 1993.
 CF0346
 CF0346
 CF0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0346
 CF0346.The geoid height was determined by GEOID03.
 CF0346
 CF0346;                    North         East     Units Scale Factor Converg.
 CF0346;SPC AZ E     -    38,942.579   272,920.727   MT  0.99994374   +0 19 32.5
 CF0346;SPC AZ E     -   127,764.37    895,409.21   iFT  0.99994374   +0 19 32.5
 CF0346;UTM  12      - 3,469,283.430   638,812.463   MT  0.99983767   +0 45 33.7
 CF0346
 CF0346                          SUPERSEDED SURVEY CONTROL
 CF0346
 CF0346  NAD 83(1986)-  31 20 59.08392(N)    109 32 26.39345(W) AD(       ) 4
 CF0346  NAD 27      -  31 20 58.71000(N)    109 32 24.15100(W) AD(       ) 3
 CF0346
 CF0346.Superseded values are not recommended for survey control.
 CF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0346.See file dsdata.txt to determine how the superseded data were derived.
 CF0346
 CF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3881269283(NAD 83)
 CF0346_MARKER: 51 = TANK
 CF0346
 CF0346  HISTORY     - Date     Condition        Report By
 CF0346  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0346
 CF0346                          STATION DESCRIPTION
 CF0346
 CF0346'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0365 ***********************************************************************
 CF0365  DESIGNATION -  DRAGOON
 CF0365  PID         -  CF0365
 CF0365  STATE/COUNTY-  AZ/COCHISE
 CF0365  USGS QUAD   -  COCHISE STRONGHOLD (1985)
 CF0365
 CF0365                         *CURRENT SURVEY CONTROL
 CF0365  ___________________________________________________________________
 CF0365* NAD 83(1992)-  31 57 08.02477(N)    109 59 13.04635(W)     ADJUSTED  
 CF0365* NAVD 88     -      2293.0    (meters)    7523.     (feet)  VERTCON   
 CF0365  ___________________________________________________________________
 CF0365  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CF0365  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0365  HORZ ORDER  -  FIRST
 CF0365
 CF0365.The horizontal coordinates were established by classical geodetic methods
 CF0365.and adjusted by the National Geodetic Survey in August 1993.
 CF0365
 CF0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0365
 CF0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0365
 CF0365.The geoid height was determined by GEOID03.
 CF0365
 CF0365;                    North         East     Units Scale Factor Converg.
 CF0365;SPC AZ E     -   105,584.510   230,348.413   MT  0.99990356   +0 05 42.4
 CF0365;SPC AZ E     -   346,405.87    755,736.26   iFT  0.99990356   +0 05 42.4
 CF0365;UTM  12      - 3,535,588.612   595,739.085   MT  0.99971304   +0 32 10.2
 CF0365
 CF0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0365!SPC AZ E     -   0.99964437  x   0.99990356  =   0.99954796
 CF0365!UTM  12      -   0.99964437  x   0.99971304  =   0.99935751
 CF0365
 CF0365|---------------------------------------------------------------------|
 CF0365| PID    Reference Object                     Distance      Geod. Az  |
 CF0365|                                                           dddmmss.s |
 CF0365| CC7286 DRAGOON RM 1                          7.178 METERS 08049     |
 CF0365| CC7287 DRAGOON RM 2                          8.950 METERS 14444     |
 CF0365| CG0953 ST DAVID                            APPROX.23.5 KM 2625513.9 |
 CF0365|---------------------------------------------------------------------|
 CF0365
 CF0365                          SUPERSEDED SURVEY CONTROL
 CF0365
 CF0365  NAD 83(1986)-  31 57 08.01691(N)    109 59 13.04266(W) AD(       ) 1
 CF0365  NAD 27      -  31 57 07.71000(N)    109 59 10.80100(W) AD(       ) 1
 CF0365  NGVD 29 (07/19/86) 2292.0    (m)         7520.     (f) VERT ANG    3  
 CF0365
 CF0365.Superseded values are not recommended for survey control.
 CF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0365.See file dsdata.txt to determine how the superseded data were derived.
 CF0365
 CF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9573935589(NAD 83)
 CF0365_MARKER: DS = TRIANGULATION STATION DISK
 CF0365_SETTING: 0 = UNSPECIFIED SETTING
 CF0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0365
 CF0365  HISTORY     - Date     Condition        Report By
 CF0365  HISTORY     - 1906     MONUMENTED       USGS
 CF0365  HISTORY     - 1935     GOOD             USGS
 CF0365  HISTORY     - 1958     GOOD             AMS
 CF0365  HISTORY     - 1972     GOOD             AZHD
 CF0365
 CF0365                          STATION DESCRIPTION
 CF0365
 CF0365'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 CF0365'DESCRIPTION OBSOLETE, SEE 1957.  AN---UNSTAMPED---TABLET WAS SET AS
 CF0365'STATION MARK.
 CF0365
 CF0365                          STATION RECOVERY (1935)
 CF0365
 CF0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935 (EBL)
 CF0365'STATION IS ON THE HIGHEST POINT OF THE DRAGOON MOUNTAINS
 CF0365'ABOUT 10 MILES NORTHWEST OF PEARCE AND 11 MILES SOUTH OF
 CF0365'COCHISE.
 CF0365'
 CF0365'TO REACH FROM COCHISE GO SOUTH AS PER SIGNS BENSON FOR 6.0 MILES
 CF0365'TO AN UNDERPASS, CONTINUE FOR 0.3 MILE, AND TURN LEFT AT
 CF0365'SIGN READING PINERY CAN. Y.M.C.A. CAMP, GO EAST 0.5 MILE, AND
 CF0365'TURN RIGHT, GO 0.1 MILE TURN LEFT ON DIM ROAD AND PASS ADOBE
 CF0365'RUINS ON THE LEFT, GO 0.5 MILE PASS THROUGH GATE, GO 2.3 MILES
 CF0365'TO FENCE WITH SIGN READING COCHISE R.S. 3-1/2 MILES, BARRETS
 CF0365'MINE 2.0 MILES, KEEP STRAIGHT AHEAD FOR 1.1 MILES, TURN LEFT
 CF0365'AT THE FORKS AND GO 1.4 MILES, TURN RIGHT (SHARP) AT THREE
 CF0365'FORKS, GO UP SHORT STEEP INCLINE 1.1 MILES TO A DUGOUT,
 CF0365'CONTINUE 0.2 MILE TO THE END OF TRUCK TRAVEL.  ON FOOT CROSS
 CF0365'THE WASH AND PICK UP THE TRAIL ON THE RIDGE, FOLLOW THE TRAIL
 CF0365'AS FAR AS PRACTICABLE (TRAIL HAS BEEN BLAZED IN SEVERAL
 CF0365'PLACES), THEN BEAR LEFT TOWARDS A SEEMINGLY BARREN RIDGE,
 CF0365'THENCE SOUTH ALONG THE CREST OF THE RIDGE TO THE SUMMIT, AND
 CF0365'TO THE STATION.  STATION IS A U.S. GEOLOGICAL SURVEY
 CF0365'MARK.
 CF0365'
 CF0365'REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2 NOT
 CF0365'INDICATED HOW SET.
 CF0365
 CF0365                          STATION RECOVERY (1958)
 CF0365
 CF0365'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0365'STATION RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT
 CF0365'OF MOUNTAIN, IN THE CENTER, AT POINT OF BEND IN THE RIDGE.  A
 CF0365'FIVE FOOT INSTRUMENT STAND WILL CLEAR ALL LINES.
 CF0365
 CF0365                          STATION RECOVERY (1972)
 CF0365
 CF0365'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 CF0365'A. GENERAL LOCATION RECOV. AS DESCRIBED
 CF0365'
 CF0365'B. TO REACH AS DESCRIBED
 CF0365'
 CF0365'C. STATION MARK IN AND GOOD.
 CF0365'
 CF0365'D. REFERENCE MARKS R.M. 1 AND R.M. 2 IN AND GOOD.
 CF0365'
 CF0365'E. AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2270 ***********************************************************************
 DV2270  DESIGNATION -  DRAIN
 DV2270  PID         -  DV2270
 DV2270  STATE/COUNTY-  AZ/MARICOPA
 DV2270  USGS QUAD   -  VULTURE PEAK (1990)
 DV2270
 DV2270                         *CURRENT SURVEY CONTROL
 DV2270  ___________________________________________________________________
 DV2270* NAD 83(1992)-  33 57 56.22152(N)    112 49 19.21604(W)     ADJUSTED  
 DV2270* NAVD 88     -       743.4    (meters)    2439.     (feet)  VERTCON   
 DV2270  ___________________________________________________________________
 DV2270  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DV2270  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV2270  HORZ ORDER  -  SECOND
 DV2270
 DV2270.The horizontal coordinates were established by classical geodetic methods
 DV2270.and adjusted by the National Geodetic Survey in August 1993.
 DV2270
 DV2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2270
 DV2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2270
 DV2270.The geoid height was determined by GEOID03.
 DV2270
 DV2270;                    North         East     Units Scale Factor Converg.
 DV2270;SPC AZ C     -   329,209.729   129,693.927   MT  0.99998626   -0 30 21.0
 DV2270;SPC AZ C     - 1,080,084.41    425,505.01   iFT  0.99998626   -0 30 21.0
 DV2270;UTM  12      - 3,759,839.358   331,663.330   MT  0.99994933   -1 01 05.5
 DV2270
 DV2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2270!SPC AZ C     -   0.99988795  x   0.99998626  =   0.99987421
 DV2270!UTM  12      -   0.99988795  x   0.99994933  =   0.99983729
 DV2270
 DV2270|---------------------------------------------------------------------|
 DV2270| PID    Reference Object                     Distance      Geod. Az  |
 DV2270|                                                           dddmmss.s |
 DV2270| CS6626 DRAIN RM 1                           21.044 METERS 09303     |
 DV2270| CS6627 DRAIN RM 2                           16.096 METERS 27321     |
 DV2270|---------------------------------------------------------------------|
 DV2270
 DV2270                          SUPERSEDED SURVEY CONTROL
 DV2270
 DV2270  NAD 83(1986)-  33 57 56.22017(N)    112 49 19.21771(W) AD(       ) 2
 DV2270  NGVD 29 (11/27/91)  742.7    (m)         2437.     (f) VERT ANG    3  
 DV2270
 DV2270.Superseded values are not recommended for survey control.
 DV2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2270.See file dsdata.txt to determine how the superseded data were derived.
 DV2270
 DV2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3166359839(NAD 83)
 DV2270_MARKER: DS = TRIANGULATION STATION DISK
 DV2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2270+STABILITY: SURFACE MOTION
 DV2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2270+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV2270
 DV2270  HISTORY     - Date     Condition        Report By
 DV2270  HISTORY     - 1985     MONUMENTED       AZDT
 DV2270  HISTORY     - 20070428 GOOD             GEOCAC
 DV2270
 DV2270                          STATION DESCRIPTION
 DV2270
 DV2270'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2270'THE STATION IS 5-1/2 MILES WEST OF WICKENBURG AND ABOUT 400 FEET NORTH
 DV2270'OF U.S. HIGHWAY 60.
 DV2270'
 DV2270'THE STATION MARK IS AN AZDT DISK STAMPED---DRAIN 1985---.  IT IS SET
 DV2270'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 DV2270'33 FEET SOUTH OF THE SOUTH BANK OF THE WASH AND 3 FEET NORTH OF THE
 DV2270'WITNESS POST.
 DV2270'
 DV2270'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DRAIN RM 1 1985---.  IT IS
 DV2270'SET IN A DRILL HOLE IN A ROCK OUT CROP.
 DV2270'
 DV2270'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DRAIN RM 2 1985---.  IT IS
 DV2270'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2270'
 DV2270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2270'IN WICKENBURG TRAVEL WEST ALONG U.S. HIGHWAY 60 FOR 5.65 MILES TO MILE
 DV2270'POST 104.7 AND END OF TRUCK TRAVEL.  PACK NORTH ABOUT 400 FEET TO THE
 DV2270'STATION AT THE SOUTH SIDE OF A LARGE WASH.
 DV2270
 DV2270                          STATION RECOVERY (2007)
 DV2270
 DV2270'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2270'RECOVERED AS DESCRIBED, EXCEPT THAT RM 1 IS STAMPED P AND M HWY-60 MP
 DV2270'104.95 1972.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2369 ***********************************************************************
 CZ2369  DESIGNATION -  DREXEL
 CZ2369  PID         -  CZ2369
 CZ2369  STATE/COUNTY-  AZ/PIMA
 CZ2369  USGS QUAD   -  TUCSON (1992)
 CZ2369
 CZ2369                         *CURRENT SURVEY CONTROL
 CZ2369  ___________________________________________________________________
 CZ2369* NAD 83(1992)-  32 08 54.85862(N)    110 53 43.66897(W)     ADJUSTED  
 CZ2369* NAVD 88     -       812.6    (meters)    2666.     (feet)  VERTCON   
 CZ2369  ___________________________________________________________________
 CZ2369  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 CZ2369  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ2369  HORZ ORDER  -  SECOND
 CZ2369
 CZ2369.The horizontal coordinates were established by classical geodetic methods
 CZ2369.and adjusted by the National Geodetic Survey in August 1993.
 CZ2369
 CZ2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2369
 CZ2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2369
 CZ2369.The geoid height was determined by GEOID03.
 CZ2369
 CZ2369;                    North         East     Units Scale Factor Converg.
 CZ2369;SPC AZ C     -   127,797.073   309,693.355   MT  1.00001441   +0 32 36.4
 CZ2369;SPC AZ C     -   419,281.74  1,016,054.31   iFT  1.00001441   +0 32 36.4
 CZ2369;UTM  12      - 3,556,908.739   509,858.069   MT  0.99960120   +0 03 20.3
 CZ2369
 CZ2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2369!SPC AZ C     -   0.99987701  x   1.00001441  =   0.99989142
 CZ2369!UTM  12      -   0.99987701  x   0.99960120  =   0.99947826
 CZ2369
 CZ2369|---------------------------------------------------------------------|
 CZ2369| PID    Reference Object                     Distance      Geod. Az  |
 CZ2369|                                                           dddmmss.s |
 CZ2369| CR8305 DREXEL RM 1                          10.637 METERS 14258     |
 CZ2369| CZ2368 CAMPBELL                            APPROX. 5.6 KM 3040145.7 |
 CZ2369| CR8306 DREXEL RM 2                          22.894 METERS 32110     |
 CZ2369|---------------------------------------------------------------------|
 CZ2369
 CZ2369                          SUPERSEDED SURVEY CONTROL
 CZ2369
 CZ2369  NAD 83(1986)-  32 08 54.85643(N)    110 53 43.66593(W) AD(       ) 2
 CZ2369  NGVD 29 (05/20/88)  812.0    (m)         2664.     (f) VERT ANG    3  
 CZ2369
 CZ2369.Superseded values are not recommended for survey control.
 CZ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2369.See file dsdata.txt to determine how the superseded data were derived.
 CZ2369
 CZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0985856909(NAD 83)
 CZ2369_MARKER: DS = TRIANGULATION STATION DISK
 CZ2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2369+STABILITY: SURFACE MOTION
 CZ2369
 CZ2369  HISTORY     - Date     Condition        Report By
 CZ2369  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2369
 CZ2369                          STATION DESCRIPTION
 CZ2369
 CZ2369'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2369'THE STATION IS LOCATED ALONG INTERSTATE HIGHWAY 10 IN TUCSON AT THE
 CZ2369'DREXEL ROAD INTERCHANGE.
 CZ2369'
 CZ2369'THE STATION MARK IS AN AZDT DISK STAMPED---DREXEL 1982---.  IT IS SET
 CZ2369'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE STATION IS 155 FEET
 CZ2369'SOUTHEAST OF THE CENTER LINE OF DREXEL ROAD, 75 FEET SOUTHEAST OF THE
 CZ2369'NORTHEAST END OF THE WEST BOUND BRIDGE ABUTMENT, 3 FEET NORTHEAST OF
 CZ2369'THE  WEST BOUND GUARD RAIL AND 3 FEET NORTHWEST OF THE WITNESS
 CZ2369'POST.
 CZ2369'
 CZ2369'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DREXEL RM 1 1982---.  IT IS
 CZ2369'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 3 FEET NORTHEAST OF
 CZ2369'THE WEST BOUND GUARD RAIL.
 CZ2369'
 CZ2369'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DREXEL RM 2 1982---.  IT IS
 CZ2369'SET IN THE NORTHEAST BRIDGE ABUTMENT OF THE WEST BOUND BRIDGE.
 CZ2369'
 CZ2369'TO REACH THE STATION FROM INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 CZ2369'PALO VERDE ROAD IN TUCSON, TRAVEL SOUTHEAST ALONG I-10 FOR 1.55 MILES
 CZ2369'TO MILE POST 266.05 AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0876 ***********************************************************************
 DW0876  DESIGNATION -  DRIPPING SPRINGS
 DW0876  PID         -  DW0876
 DW0876  STATE/COUNTY-  AZ/LA PAZ
 DW0876  USGS QUAD   -  CRYSTAL HILL (1990)
 DW0876
 DW0876                         *CURRENT SURVEY CONTROL
 DW0876  ___________________________________________________________________
 DW0876* NAD 83(1992)-  33 35 08.14633(N)    114 04 17.56724(W)     ADJUSTED  
 DW0876* NAVD 88     -      1038.1    (meters)    3406.     (feet)  VERTCON   
 DW0876  ___________________________________________________________________
 DW0876  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 DW0876  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DW0876  HORZ ORDER  -  SECOND
 DW0876
 DW0876.The horizontal coordinates were established by classical geodetic methods
 DW0876.and adjusted by the National Geodetic Survey in August 1993.
 DW0876
 DW0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0876
 DW0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0876
 DW0876.The geoid height was determined by GEOID03.
 DW0876
 DW0876;                    North         East     Units Scale Factor Converg.
 DW0876;SPC AZ W     -   286,749.225   183,512.454   MT  0.99994431   -0 10 40.4
 DW0876;SPC AZ W     -   940,778.30    602,074.98   iFT  0.99994431   -0 10 40.4
 DW0876;UTM  11      - 3,720,053.519   771,788.754   MT  1.00051079   +1 37 15.5
 DW0876;UTM  12      - 3,720,438.676   214,925.987   MT  1.00060202   -1 42 01.0
 DW0876
 DW0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0876!SPC AZ W     -   0.99984198  x   0.99994431  =   0.99978630
 DW0876!UTM  11      -   0.99984198  x   1.00051079  =   1.00035269
 DW0876!UTM  12      -   0.99984198  x   1.00060202  =   1.00044391
 DW0876
 DW0876|---------------------------------------------------------------------|
 DW0876| PID    Reference Object                     Distance      Geod. Az  |
 DW0876|                                                           dddmmss.s |
 DW0876| CE9295 DRIPPING SPRINGS RM 1                 5.496 METERS 13839     |
 DW0876| CE9296 DRIPPING SPRINGS RM 2                 9.580 METERS 22313     |
 DW0876| CE9294 DRIPPING SPRINGS AZ MK                             2812514.3 |
 DW0876|---------------------------------------------------------------------|
 DW0876
 DW0876                          SUPERSEDED SURVEY CONTROL
 DW0876
 DW0876  NAD 83(1986)-  33 35 08.14291(N)    114 04 17.57594(W) AD(       ) 2
 DW0876  NAD 27      -  33 35 08.04180(N)    114 04 14.79240(W) AD(       ) 2
 DW0876  NGVD 29 (07/19/86) 1037.4    (m)         3404.     (f) VERT ANG    3  
 DW0876
 DW0876.Superseded values are not recommended for survey control.
 DW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0876.See file dsdata.txt to determine how the superseded data were derived.
 DW0876
 DW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7178920054(NAD 83)
 DW0876_MARKER: DD = SURVEY DISK
 DW0876_SETTING: 66 = SET IN ROCK OUTCROP
 DW0876
 DW0876  HISTORY     - Date     Condition        Report By
 DW0876  HISTORY     - 1949     MONUMENTED       USGS
 DW0876
 DW0876                          STATION DESCRIPTION
 DW0876
 DW0876'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0876'STATION LOCATED ABOUT 12 MILES AIR LINE SOUTHEAST OF QUARTZSITE,
 DW0876'ABOUT 7 MILES AIR LINE EAST OF STATE HIGHWAY 95, ON HIGHEST
 DW0876'POINT OF A SHARP, ROCKY PEAK, WHICH HAS HIGH CLIFFS ON THREE
 DW0876'SIDES, AND SLOPES STEEPLY TO THE SOUTH.  STATION MARK IS A
 DW0876'U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A DRILL HOLE IN
 DW0876'OUTCROPPING BEDROCK, FLUSH WITH GROUND, AND STAMPED, DRIPPING
 DW0876'SPRINGS 1933.
 DW0876'
 DW0876'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN STATION, FLUSH
 DW0876'WITH GROUND, AND STAMPED, DRIPPING SPRINGS NO 1 1949.
 DW0876'
 DW0876'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET
 DW0876'IN OUTCROPPING BEDROCK, FLUSH WITH GROUND, ABOUT 3 FEET LOWER
 DW0876'THAN STATION, AND STAMPED, DRIPPING SPRINGS NO 2.
 DW0876'
 DW0876'AZIMUTH MARK IS LOCATED ON SMALL KNOLL ABOUT 100 YARDS NORTH
 DW0876'OF ROAD LEADING TO STATION, 7-1/2 PACES NORTH OF A CAIRN,
 DW0876'4 PACES WEST OF A WHITE WITNESS POST, FLUSH WITH GROUND, AND
 DW0876'STAMPED, DRIPPING SPRINGS 1949.
 DW0876'
 DW0876'THE U.S. GEOLOGICAL SURVEY REFERENCE MARK NO. 1 WAS SEARCHED
 DW0876'FOR, BUT WAS NOT FOUND.
 DW0876'
 DW0876'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH STATE
 DW0876'HIGHWAY 95, ABOUT 0.8 MILE EAST OF QUARTZSITE, GO SOUTH ON
 DW0876'STATE HIGHWAY 95 FOR 0.45 MILE TO TRACK ROAD ON LEFT (THIS
 DW0876'IS JUST OPPOSITE POLE NUMBER 369 OF THE ELECTRIC TRANSMISSION
 DW0876'LINE).  TURN LEFT ONTO TRACK ROAD AND GO 0.05 MILE TO FORK.
 DW0876'KEEP LEFT FORK AND GO 0.2 MILE TO A DIM TRACK ROAD RIGHT.
 DW0876'KEEP LEFT FORK, MAIN ROAD, AND GO 7.6 MILES TO A FORK IN A
 DW0876'WASH.  KEEP RIGHT FORK AND GO 0.5 MILE TO AZIMUTH MARK ON LEFT
 DW0876'AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 1.6 MILE TO END OF
 DW0876'TRUCK TRAVEL AT EDGE OF WASH.  PACK EAST ACROSS WASH AND
 DW0876'TOWARD CLEFT IN THE CLIFF, SOUTH OF THE HIGHEST POINT.  THENCE
 DW0876'THROUGH CLEFT OF CLIFF TO TOP.  TURN LEFT, NORTH, AND PACK UP
 DW0876'RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 DW0876'1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0900 ***********************************************************************
 FQ0900  DESIGNATION -  DRIVE
 FQ0900  PID         -  FQ0900
 FQ0900  STATE/COUNTY-  AZ/NAVAJO
 FQ0900  USGS QUAD   -  FRENCH BUTTE (1967)
 FQ0900
 FQ0900                         *CURRENT SURVEY CONTROL
 FQ0900  ___________________________________________________________________
 FQ0900* NAD 83(1992)-  35 17 02.86013(N)    110 18 05.27699(W)     ADJUSTED  
 FQ0900* NAVD 88     -      1991.6    (meters)    6534.     (feet)  VERTCON   
 FQ0900  ___________________________________________________________________
 FQ0900  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FQ0900  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0900  HORZ ORDER  -  THIRD
 FQ0900
 FQ0900.The horizontal coordinates were established by classical geodetic methods
 FQ0900.and adjusted by the National Geodetic Survey in August 1993.
 FQ0900
 FQ0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0900
 FQ0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0900
 FQ0900.The geoid height was determined by GEOID03.
 FQ0900
 FQ0900;                    North         East     Units Scale Factor Converg.
 FQ0900;SPC AZ E     -   475,101.439   201,098.341   MT  0.99990185   -0 04 40.3
 FQ0900;SPC AZ E     - 1,558,731.76    659,771.46   iFT  0.99990185   -0 04 40.3
 FQ0900;UTM  12      - 3,904,776.176   563,521.806   MT  0.99964973   +0 24 12.6
 FQ0900
 FQ0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0900!SPC AZ E     -   0.99969113  x   0.99990185  =   0.99959301
 FQ0900!UTM  12      -   0.99969113  x   0.99964973  =   0.99934097
 FQ0900
 FQ0900|---------------------------------------------------------------------|
 FQ0900| PID    Reference Object                     Distance      Geod. Az  |
 FQ0900|                                                           dddmmss.s |
 FQ0900| CR9964 DRIVE RM 1                            8.071 METERS 01535     |
 FQ0900| CR9965 DRIVE RM 2                           17.273 METERS 13317     |
 FQ0900| FQ0890 APOLLO                              APPROX. 6.5 KM 2035731.8 |
 FQ0900|---------------------------------------------------------------------|
 FQ0900
 FQ0900                          SUPERSEDED SURVEY CONTROL
 FQ0900
 FQ0900  NAD 83(1986)-  35 17 02.85690(N)    110 18 05.28052(W) AD(       ) 3
 FQ0900  NGVD 29 (02/23/90) 1990.7    (m)         6531.     (f) VERT ANG    3  
 FQ0900
 FQ0900.Superseded values are not recommended for survey control.
 FQ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0900.See file dsdata.txt to determine how the superseded data were derived.
 FQ0900
 FQ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6352204776(NAD 83)
 FQ0900_MARKER: DS = TRIANGULATION STATION DISK
 FQ0900_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0900_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0900+STABILITY: POSITION/ELEVATION WELL
 FQ0900
 FQ0900  HISTORY     - Date     Condition        Report By
 FQ0900  HISTORY     - 1966     MONUMENTED       USGS
 FQ0900
 FQ0900                          STATION DESCRIPTION
 FQ0900
 FQ0900'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0900'LOCATED ABOUT 29 MI NE. OF WINSLOW, ABOUT 8 MI N. OF SOUTH
 FQ0900'BOUNDARY OF NAVAJO RESERVATION, ABOUT 7 MI S. OF DILKON, ABOUT 3
 FQ0900'MI SE. OF CASTLE BUTTE TRADING POST.  ON HIGHEST PART OF LARGE
 FQ0900'TIMBERED MESA.
 FQ0900'
 FQ0900'TO REACH FROM CASTLE BUTTE TRADING POST, DRIVE 0.5 MI N. ON
 FQ0900'GRADED RD. TO DIRT RD. E.  TURN E. 1.8 MI TO RD. FORK.  TAKE RIGHT
 FQ0900'FORK GENERALLY S. ON TRACK RD. UP WASH ONTO RIDGE 1.6 MI TO TOP
 FQ0900'OF MESA, CONTINUE 0.7 MI S. AND E. TO HIGHEST POINT OF MESA AND
 FQ0900'STATION.
 FQ0900'
 FQ0900'STATION MARK--STANDARD TABLET STAMPED---DRIVE 1966---, CEMENTED IN
 FQ0900'DRILL HOLE ON TOP OF ROCK OUTCROP.
 FQ0900'
 FQ0900'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0900'HOLE ON TOP OF ROCK OUTCROP.
 FQ0900'
 FQ0900'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0900'HOLE ON TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2076 ***********************************************************************
 DU2076  DESIGNATION -  DROMEDARY
 DU2076  PID         -  DU2076
 DU2076  STATE/COUNTY-  AZ/PINAL
 DU2076  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU2076
 DU2076                         *CURRENT SURVEY CONTROL
 DU2076  ___________________________________________________________________
 DU2076* NAD 83(1992)-  33 15 11.84895(N)    111 15 13.83911(W)     ADJUSTED  
 DU2076* NAVD 88     -       919.6    (meters)    3017.     (feet)  VERTCON   
 DU2076  ___________________________________________________________________
 DU2076  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 DU2076  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DU2076  HORZ ORDER  -  SECOND
 DU2076
 DU2076.The horizontal coordinates were established by classical geodetic methods
 DU2076.and adjusted by the National Geodetic Survey in August 1993.
 DU2076
 DU2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2076
 DU2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2076
 DU2076.The geoid height was determined by GEOID03.
 DU2076
 DU2076;                    North         East     Units Scale Factor Converg.
 DU2076;SPC AZ C     -   250,036.337   275,119.671   MT  0.99994701   +0 21 48.5
 DU2076;SPC AZ C     -   820,329.19    902,623.59   iFT  0.99994701   +0 21 48.5
 DU2076;UTM  12      - 3,679,396.143   476,354.890   MT  0.99960689   -0 08 21.1
 DU2076
 DU2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2076!SPC AZ C     -   0.99986019  x   0.99994701  =   0.99980720
 DU2076!UTM  12      -   0.99986019  x   0.99960689  =   0.99946713
 DU2076
 DU2076|---------------------------------------------------------------------|
 DU2076| PID    Reference Object                     Distance      Geod. Az  |
 DU2076|                                                           dddmmss.s |
 DU2076| CH5095 DROMEDARY RM 1                        5.545 METERS 17149     |
 DU2076| CH5096 DROMEDARY RM 2                        7.635 METERS 26111     |
 DU2076| CH5094 DROMEDARY AZ MK                                    3130139.3 |
 DU2076|---------------------------------------------------------------------|
 DU2076
 DU2076                          SUPERSEDED SURVEY CONTROL
 DU2076
 DU2076  NAD 83(1986)-  33 15 11.84449(N)    111 15 13.84190(W) AD(       ) 2
 DU2076  NAD 27      -  33 15 11.64200(N)    111 15 11.38900(W) AD(       ) 2
 DU2076  NGVD 29 (07/19/86)  919.0    (m)         3015.     (f) VERT ANG    3  
 DU2076
 DU2076.Superseded values are not recommended for survey control.
 DU2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2076.See file dsdata.txt to determine how the superseded data were derived.
 DU2076
 DU2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7635579396(NAD 83)
 DU2076_MARKER: DS = TRIANGULATION STATION DISK
 DU2076_SETTING: 66 = SET IN ROCK OUTCROP
 DU2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2076+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2008
 DU2076
 DU2076  HISTORY     - Date     Condition        Report By
 DU2076  HISTORY     - 1938     MONUMENTED       CGS
 DU2076  HISTORY     - 1946     GOOD             USGS
 DU2076  HISTORY     - 1963     GOOD             USGS
 DU2076  HISTORY     - 1965     GOOD             USGS
 DU2076  HISTORY     - 1976     GOOD             NGS
 DU2076  HISTORY     - 20080728 GOOD             GEOCAC
 DU2076
 DU2076                          STATION DESCRIPTION
 DU2076
 DU2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2076'STATION IS LOCATED ABOUT 4.5 MILES E OF FLORENCE JUNCTION,
 DU2076'9 MILES W AND 3 MILES S OF SUPERIOR, ARIZ., ON HIGHEST POINT
 DU2076'OF A LOW, ROCKY HILL WHICH IS NAMED DROMEDARY PEAK ON U.S.G.S.
 DU2076'MAPS.  IT IS 35 FEET W OF VERTICAL CLIFFS ON E SIDE OF HILL.
 DU2076'
 DU2076'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2076'OUTCROPPING BEDROCK.
 DU2076'
 DU2076'AZIMUTH MARK IS LOCATED ON N SIDE OF U.S. 60, 4.1 MILES E OF
 DU2076'FLORENCE JUNCTION, 150 FEET N OF CENTER LINE OF HIGHWAY, BY
 DU2076'A LARGE SIGN LEWIS AUTO COURT.  MARK IS A STANDARD U.S.C.
 DU2076'AND G.S. BM NO. N 107.
 DU2076'
 DU2076'STATION IS REACHED FROM MESA, ARIZ., BY GOING E ON U.S. 60,
 DU2076'16.0 MILES TO APACHE JUNCTION.  THENCE CONTINUE EASTERLY ON
 DU2076'U.S. 60, 16.4 MILES TO FLORENCE JUNCTION.  KEEP L FORK, U.S.
 DU2076'60, AND GO 3.7 MILES TO SIGN ON R HOTEL GLOBE.  CONTINUE
 DU2076'ON U.S. 60, 0.7 MILE TO A TRACK ROAD ON R.  FROM HERE STATION
 DU2076'IS VISIBLE AT 138 DEG MAGNETIC.  TURN SHARP R ON TRACK ROAD
 DU2076'AND GO SOUTHEASTERLY 0.5 MILE TO A WIRE FENCE.  CROSS FENCE
 DU2076'AND CONTINUE ON TRACK ROAD 0.7 MILE TO END OF TRUCK TRAVEL.
 DU2076'FROM HERE PACK ACROSS WASH ON R AND GO SW UP NORTHERN SLOPE
 DU2076'TO HIGHEST POINT AND STATION.
 DU2076
 DU2076                          STATION RECOVERY (1946)
 DU2076
 DU2076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2076'RECOVERED IN GOOD CONDITION.
 DU2076
 DU2076                          STATION RECOVERY (1963)
 DU2076
 DU2076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2076'RECOVERED IN GOOD CONDITION.
 DU2076
 DU2076                          STATION RECOVERY (1965)
 DU2076
 DU2076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU2076'RECOVERED IN GOOD CONDITION.
 DU2076'
 DU2076'REACHED BY HELICOPTER.
 DU2076
 DU2076                          STATION RECOVERY (1976)
 DU2076
 DU2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2076'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DU2076'CONDITION.  VISITED BY LIGHTKEEPER.
 DU2076'
 DU2076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 EAST OF
 DU2076'FLORENCE JUNCTION.
 DU2076'
 DU2076'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2076
 DU2076                          STATION RECOVERY (2008)
 DU2076
 DU2076'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2076'RECOVERED STATION DROMEDARY ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DU2076'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2054 ***********************************************************************
 DV2054  DESIGNATION -  DROP
 DV2054  PID         -  DV2054
 DV2054  STATE/COUNTY-  AZ/MARICOPA
 DV2054  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2054
 DV2054                         *CURRENT SURVEY CONTROL
 DV2054  ___________________________________________________________________
 DV2054* NAD 83(1992)-  33 50 02.65528(N)    112 27 32.79501(W)     ADJUSTED  
 DV2054* NAVD 88     -       604.6    (meters)    1984.     (feet)  VERTCON   
 DV2054  ___________________________________________________________________
 DV2054  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DV2054  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DV2054  HORZ ORDER  -  SECOND
 DV2054
 DV2054.The horizontal coordinates were established by classical geodetic methods
 DV2054.and adjusted by the National Geodetic Survey in August 1993.
 DV2054
 DV2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2054
 DV2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2054
 DV2054.The geoid height was determined by GEOID03.
 DV2054
 DV2054;                    North         East     Units Scale Factor Converg.
 DV2054;SPC AZ C     -   314,383.018   163,154.019   MT  0.99993106   -0 18 07.3
 DV2054;SPC AZ C     - 1,031,440.35    535,282.21   iFT  0.99993106   -0 18 07.3
 DV2054;UTM  12      - 3,744,715.658   364,987.359   MT  0.99982472   -0 48 45.1
 DV2054
 DV2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2054!SPC AZ C     -   0.99990972  x   0.99993106  =   0.99984079
 DV2054!UTM  12      -   0.99990972  x   0.99982472  =   0.99973446
 DV2054
 DV2054|---------------------------------------------------------------------|
 DV2054| PID    Reference Object                     Distance      Geod. Az  |
 DV2054|                                                           dddmmss.s |
 DV2054| CH5097 DROP RM 1                             7.210 METERS 10446     |
 DV2054| CH5098 DROP RM 2                             9.657 METERS 28005     |
 DV2054| DV2055 CALL                                APPROX. 1.4 KM 2843938.0 |
 DV2054|---------------------------------------------------------------------|
 DV2054
 DV2054                          SUPERSEDED SURVEY CONTROL
 DV2054
 DV2054  NAD 83(1986)-  33 50 02.65153(N)    112 27 32.79909(W) AD(       ) 2
 DV2054  NAD 27      -  33 50 02.52353(N)    112 27 30.18666(W) AD(       ) 2
 DV2054  NGVD 29 (07/19/86)  604.0    (m)         1982.     (f) VERT ANG    3  
 DV2054
 DV2054.Superseded values are not recommended for survey control.
 DV2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2054.See file dsdata.txt to determine how the superseded data were derived.
 DV2054
 DV2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6498744716(NAD 83)
 DV2054_MARKER: DD = SURVEY DISK
 DV2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2054+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2054
 DV2054  HISTORY     - Date     Condition        Report By
 DV2054  HISTORY     - 1976     MONUMENTED       AZDT
 DV2054  HISTORY     - 19960212 GOOD             USPSQD
 DV2054  HISTORY     - 19990109 GOOD             USPSQD
 DV2054  HISTORY     - 20000109 GOOD             USPSQD
 DV2054  HISTORY     - 20071005 GOOD             GEOCAC
 DV2054
 DV2054                          STATION DESCRIPTION
 DV2054
 DV2054'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2054'THE STATION IS ABOUT 10.4 MILES EAST OF MORRISTOWN, 10 MILES
 DV2054'WEST SOUTHWEST OF LAKE PLEASANT, ALONG THE SOUTH R/W OF HWY. 74,
 DV2054'JUST INSIDE THE R/W FENCE.
 DV2054'
 DV2054'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DROP 1976
 DV2054'AND IS SET IN AN 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET NORTH
 DV2054'OF THE SOUTH R/W FENCE AND MARKED WITH A WITNESS POST AND SIGN.
 DV2054'
 DV2054'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED DROP RM
 DV2054'1 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2 FEET NORTH
 DV2054'OF THE SOUTH R/W FENCE.
 DV2054'
 DV2054'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED DROP RM
 DV2054'2 1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2 FEET NORTH
 DV2054'OF THE SOUTH R/W FENCE.
 DV2054'
 DV2054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DV2054'STATE ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN, GO EAST ON
 DV2054'HWY. 74 FOR 10.40 MILES TO THE STATION ON THE RIGHT, SOUTH,
 DV2054'INSIDE THE R/W FENCE.
 DV2054'
 DV2054'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2054
 DV2054                          STATION RECOVERY (1996)
 DV2054
 DV2054'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2054'RECOVERED IN GOOD CONDITION.
 DV2054
 DV2054                          STATION RECOVERY (1999)
 DV2054
 DV2054'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2054'RECOVERED IN GOOD CONDITION.
 DV2054
 DV2054                          STATION RECOVERY (2000)
 DV2054
 DV2054'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2054'RECOVERED IN GOOD CONDITION.
 DV2054
 DV2054                          STATION RECOVERY (2007)
 DV2054
 DV2054'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2054'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2054'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0414 ***********************************************************************
 CY0414  DESIGNATION -  DRURY
 CY0414  PID         -  CY0414
 CY0414  STATE/COUNTY-  AZ/COCHISE
 CY0414  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0414
 CY0414                         *CURRENT SURVEY CONTROL
 CY0414  ___________________________________________________________________
 CY0414* NAD 83(2007)-  32 18 13.04468(N)    109 47 50.40970(W)     ADJUSTED  
 CY0414* NAVD 88     -      1295.051  (meters)    4248.85   (feet)  ADJUSTED  
 CY0414  ___________________________________________________________________
 CY0414  EPOCH DATE  -        2007.00
 CY0414  X           -  -1,828,004.531 (meters)                     COMP
 CY0414  Y           -  -5,078,218.734 (meters)                     COMP
 CY0414  Z           -   3,389,614.337 (meters)                     COMP
 CY0414  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 CY0414  ELLIP HEIGHT-        1268.089 (meters)          (02/10/07) ADJUSTED
 CY0414  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0414  DYNAMIC HT  -        1293.120 (meters)    4242.51  (feet)  COMP
 CY0414
 CY0414  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0414  Type    PID    Designation                      North   East  Ellip
 CY0414  -------------------------------------------------------------------
 CY0414  NETWORK CY0414 DRURY                             0.74   0.61   2.23
 CY0414  -------------------------------------------------------------------
 CY0414  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 CY0414
 CY0414  VERT ORDER  -  FIRST     CLASS II
 CY0414
 CY0414.The horizontal coordinates were established by GPS observations
 CY0414.and adjusted by the National Geodetic Survey in February 2007.
 CY0414
 CY0414.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0414.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0414.The horizontal coordinates are valid at the epoch date displayed above.
 CY0414.The epoch date for horizontal control is a decimal equivalence
 CY0414.of Year/Month/Day.
 CY0414
 CY0414.The orthometric height was determined by differential leveling
 CY0414.and adjusted in June 1991.
 CY0414
 CY0414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0414
 CY0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0414
 CY0414.The ellipsoidal height was determined by GPS observations
 CY0414.and is referenced to NAD 83.
 CY0414
 CY0414.The geoid height was determined by GEOID03.
 CY0414
 CY0414.The dynamic height is computed by dividing the NAVD 88
 CY0414.geopotential number by the normal gravity value computed on the
 CY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0414.degrees latitude (g = 980.6199 gals.).
 CY0414
 CY0414.The modeled gravity was interpolated from observed gravity values.
 CY0414
 CY0414;                    North         East     Units Scale Factor Converg.
 CY0414;SPC AZ E     -   144,592.214   248,140.343   MT  0.99991491   +0 11 50.5
 CY0414;SPC AZ E     -   474,383.90    814,108.74   iFT  0.99991491   +0 11 50.5
 CY0414;UTM  12      - 3,574,725.985   613,225.693   MT  0.99975809   +0 38 34.0
 CY0414
 CY0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0414!SPC AZ E     -   0.99980093  x   0.99991491  =   0.99971586
 CY0414!UTM  12      -   0.99980093  x   0.99975809  =   0.99955907
 CY0414
 CY0414|---------------------------------------------------------------------|
 CY0414| PID    Reference Object                     Distance      Geod. Az  |
 CY0414|                                                           dddmmss.s |
 CY0414| CY0415 DRURY RM 1                           51.840 METERS 12028     |
 CY0414| CY1200 WILLCOX RAILROAD WATER TANK         APPROX. 6.5 KM 2082720.4 |
 CY0414| CC7291 HIGHWAY 666 STA 2246+00                            2093118.8 |
 CY0414| CY1201 WILLCOX STANDPIPE                   APPROX. 6.2 KM 2093614.9 |
 CY0414| CY0416 DRURY RM 2                           26.883 METERS 21502     |
 CY0414|---------------------------------------------------------------------|
 CY0414
 CY0414                          SUPERSEDED SURVEY CONTROL
 CY0414
 CY0414  NAD 83(1992)-  32 18 13.04427(N)    109 47 50.40879(W) AD(       ) B
 CY0414  ELLIP H (08/22/05) 1268.110  (m)                       GP(       ) 4 2
 CY0414  NAD 83(1992)-  32 18 13.04344(N)    109 47 50.40909(W) AD(       ) 1
 CY0414  NAD 83(1986)-  32 18 13.03808(N)    109 47 50.40556(W) AD(       ) 1
 CY0414  NAD 27      -  32 18 12.77400(N)    109 47 48.16500(W) AD(       ) 1
 CY0414  NAVD 88 (08/22/05) 1295.05   (m)         4248.8    (f) LEVELING    3  
 CY0414  NGVD 29 (??/??/92) 1294.236  (m)         4246.17   (f) ADJ UNCH    1 2
 CY0414
 CY0414.Superseded values are not recommended for survey control.
 CY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0414.See file dsdata.txt to determine how the superseded data were derived.
 CY0414
 CY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1322674726(NAD 83)
 CY0414_MARKER: DS = TRIANGULATION STATION DISK
 CY0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0414_STAMPING: DRURY 1945
 CY0414_PROJECTION: FLUSH
 CY0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0414+STABILITY: SURFACE MOTION
 CY0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0414+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0414
 CY0414  HISTORY     - Date     Condition        Report By
 CY0414  HISTORY     - 1945     MONUMENTED       CGS
 CY0414  HISTORY     - 1952     GOOD             CGS
 CY0414  HISTORY     - 1952     GOOD             NGS
 CY0414  HISTORY     - 1960     GOOD             CGS
 CY0414  HISTORY     - 1960     GOOD             NGS
 CY0414  HISTORY     - 1967     GOOD             USAF
 CY0414  HISTORY     - 1974     GOOD             USGS
 CY0414  HISTORY     - 1979     GOOD             NGS
 CY0414  HISTORY     - 20050515 GOOD             NGS
 CY0414
 CY0414                          STATION DESCRIPTION
 CY0414
 CY0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0414'STATION IS LOCATED 4 MILES (AIR LINE) NNE OF WILLCOX AND ABOUT
 CY0414'3 MILES SW OF RASO, A SMALL SETTLEMENT ALONG THE SOUTHERN
 CY0414'PACIFIC CO. RAILROAD.
 CY0414'
 CY0414'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX
 CY0414'(AT THE INTERSECTION OF U.S. HIGHWAY 666 AND MALEY STREET) GO
 CY0414'NNE ON U.S. HIGHWAY 666 FOR 4.1 MILES TO A METAL CULVERT.  STATION
 CY0414'IS 289 FEET NW OF THE W END OF THIS CULVERT.
 CY0414'
 CY0414'STATION IS 88-1/2 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 666,
 CY0414'20-1/2 FEET SSE OF THE WHITE HIGHWAY RIGHT-OF-WAY POST NUMBERED
 CY0414'A-2300+00 (THE POST IS ON THE W SIDE OF THE HIGHWAY), 17-1/2
 CY0414'FEET ENE OF A 4 INCH SQUARE WHITE WITNESS POST SET IN THE W
 CY0414'RIGHT-OF-WAY FENCE, AND 11-3/4 FEET E OF THE W HIGHWAY
 CY0414'RIGHT-OF-WAY FENCE.  IT IS MARKED BY A BRONZE STATION DISK
 CY0414'STAMPED DRURY 1945 AND IS SET IN THE TOP OF A SQUARE CONCRETE
 CY0414'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  UNDERGROUND
 CY0414'MARK IS A BRONZE STATION DISK SET IN CONCRETE 24 INCHES BELOW
 CY0414'THE SURFACE OF THE GROUND.
 CY0414'
 CY0414'REFERENCE MARK 1 IS ESE OF THE STATION AND ABOUT 2 FEET HIGHER.
 CY0414'IT IS 18 FEET W OF THE E RIGHT-OF-WAY FENCE.  IT IS A BRONZE
 CY0414'REFERENCE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY0414'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED DRURY
 CY0414'NO 1 1945.
 CY0414'
 CY0414'REFERENCE MARK 2 IS SW OF THE STATION AND AT ABOUT THE SAME
 CY0414'LEVEL.  IT IS 5 FEET E OF THE W RIGHT-OF-WAY FENCE.  IT IS
 CY0414'A BRONZE REFERENCE DISK SET IN THE TOP OF A SQUARE CONCRETE
 CY0414'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0414'DRURY NO 2 1945.
 CY0414'
 CY0414'AZIMUTH MARK IS 1.0 MILE SW OF THE STATION AND 18-1/2 FEET
 CY0414'E OF THE CENTER LINE OF U.S. HIGHWAY 666.  IT IS MARKED BY AN
 CY0414'ARIZONA HIGHWAY DEPARTMENT BENCH-MARK DISK STAMPED 4201.91
 CY0414'2246+00 1938 AND IS SET IN THE CENTER OF THE E HEADWALL OF
 CY0414'A CONCRETE CULVERT ON U.S. HIGHWAY 666.  IT IS ABOUT 4 INCHES
 CY0414'ABOVE THE ROAD LEVEL.
 CY0414
 CY0414                          STATION RECOVERY (1952)
 CY0414
 CY0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CY0414'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CY0414'STATION DISK IS STAMPED DRURY 1945.  THE PRESENT DESCRIPTION
 CY0414'IS ADEQUATE.
 CY0414
 CY0414                          STATION RECOVERY (1952)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0414'3.8 MI NE FROM WILLCOX.
 CY0414'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0414'WILLCOX, 171 1/2 FEET NORTHWEST ACROSS THE HIGHWAY FROM R.M. 1, 88.2
 CY0414'FEET NORTHEAST OF R.M. 2, 89 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 CY0414'THE HIGHWAY, 20.6 FEET, SOUTH OF A HIGHWAY RAILWOOD POST, 17 1/2 FEET
 CY0414'EAST OF A WITNESS POST, 12.0 FEET SOUTHEAST OF A FENCE, ABOUT 2.0 FEET
 CY0414'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CY0414'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0414
 CY0414                          STATION RECOVERY (1960)
 CY0414
 CY0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0414'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CY0414'IN GOOD CONDITION.
 CY0414
 CY0414                          STATION RECOVERY (1960)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0414'RECOVERED IN GOOD CONDITION.
 CY0414
 CY0414                          STATION RECOVERY (1967)
 CY0414
 CY0414'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CY0414'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 CY0414'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 CY0414'AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 CY0414
 CY0414                          STATION RECOVERY (1974)
 CY0414
 CY0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BKC)
 CY0414'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION,
 CY0414'BUT R.M. 1 WAS NOT FOUND.
 CY0414
 CY0414                          STATION RECOVERY (1979)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0414'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0414'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0414'MILE) NORTHEAST OF MILE POST 344, AT THE JUNCTION OF THE CENTERLINES
 CY0414'OF THE EASTBOUND AND WESTBOUND ON-RAMP ROADS FOR INTERSTATE HIGHWAY
 CY0414'10, 34.3 METERS (112 FEET) NORTHEAST OF A POWER LINE JUNCTION POLE
 CY0414'WITH ONE GUY WIRE, 26.6 METERS (87 FEET) SOUTHWEST OF A BRACED FENCE
 CY0414'POST AT A SLIGHT ANGLE IN THE RIGHT-OF-WAY FENCE, 24.7 METERS (81
 CY0414'FEET) NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY MEDIAN STRIP
 CY0414'AND 3.6 METERS (11.8 FEET) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0414'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CY0414
 CY0414                          STATION RECOVERY (2005)
 CY0414
 CY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0414'BUSINESS I-10 IS FORMER US 666 AND AZ 86.  OLD CEDAR WITNESS POST
 CY0414'PRESENT, BUT WEATHERED AND NO LONGER WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0415 ***********************************************************************
 CY0415  DESIGNATION -  DRURY RM 1
 CY0415  PID         -  CY0415
 CY0415  STATE/COUNTY-  AZ/COCHISE
 CY0415  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0415
 CY0415                         *CURRENT SURVEY CONTROL
 CY0415  ___________________________________________________________________
 CY0415* NAD 83(1986)-  32 18 12.     (N)    109 47 50.     (W)     SCALED    
 CY0415* NAVD 88     -      1295.686  (meters)    4250.93   (feet)  ADJUSTED  
 CY0415  ___________________________________________________________________
 CY0415  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0415  DYNAMIC HT  -        1293.754 (meters)    4244.59  (feet)  COMP
 CY0415  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 CY0415
 CY0415  VERT ORDER  -  FIRST     CLASS II
 CY0415
 CY0415.The horizontal coordinates were scaled from a topographic map and have
 CY0415.an estimated accuracy of +/- 6 seconds.
 CY0415
 CY0415.The orthometric height was determined by differential leveling
 CY0415.and adjusted in June 1991.
 CY0415
 CY0415.The geoid height was determined by GEOID03.
 CY0415
 CY0415.The dynamic height is computed by dividing the NAVD 88
 CY0415.geopotential number by the normal gravity value computed on the
 CY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0415.degrees latitude (g = 980.6199 gals.).
 CY0415
 CY0415.The modeled gravity was interpolated from observed gravity values.
 CY0415
 CY0415;                    North         East    Units  Estimated Accuracy
 CY0415;SPC AZ E     -   144,560.      248,150.      MT  (+/- 180 meters Scaled)
 CY0415
 CY0415                          SUPERSEDED SURVEY CONTROL
 CY0415
 CY0415  NGVD 29 (??/??/92) 1294.869  (m)         4248.25   (f) ADJ UNCH    1 2
 CY0415
 CY0415.Superseded values are not recommended for survey control.
 CY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0415.See file dsdata.txt to determine how the superseded data were derived.
 CY0415
 CY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA132746(NAD 83)
 CY0415_MARKER: DR = REFERENCE MARK DISK
 CY0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0415_STAMPING: DRURY NO. 1 1945
 CY0415_PROJECTION: FLUSH
 CY0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0415+STABILITY: SURFACE MOTION
 CY0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0415+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0415
 CY0415  HISTORY     - Date     Condition        Report By
 CY0415  HISTORY     - 1945     MONUMENTED       CGS
 CY0415  HISTORY     - 1952     GOOD             NGS
 CY0415  HISTORY     - 1960     GOOD             NGS
 CY0415  HISTORY     - 1979     GOOD             NGS
 CY0415  HISTORY     - 20050515 GOOD             NGS
 CY0415
 CY0415                          STATION DESCRIPTION
 CY0415
 CY0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0415'3.8 MI NE FROM WILLCOX.
 CY0415'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0415'WILLCOX, 171 1/2 FEET SOUTHEAST ACROSS THE HIGHWAY FROM DRURY
 CY0415'TRIANGULATION STATION, 82.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CY0415'HIGHWAY, 24 1/2 FEET WEST OF A HIGHWAY RAILWOOD POST, 18.1 FEET
 CY0415'NORTHWEST OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 CY0415'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CY0415'FOOT ABOVE THE GROUND.
 CY0415
 CY0415                          STATION RECOVERY (1960)
 CY0415
 CY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0415'RECOVERED IN GOOD CONDITION.
 CY0415
 CY0415                          STATION RECOVERY (1979)
 CY0415
 CY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0415'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0415'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0415'MILE) NORTHEAST OF MILE POST 344, AT THE JUNCTION OF THE CENTERLINES
 CY0415'OF THE EASTBOUND AND WESTBOUND ON-RAMP ROADS FOR INTERSTATE HIGHWAY
 CY0415'10, 25.6 METERS (84 FEET) SOUTHEAST OF THE SOUTHEAST CURB OF THE
 CY0415'HIGHWAY MEDIAN STRIP, 51.8 METERS (170 FEET) EAST-SOUTHEAST OF THE
 CY0415'STATION, 37.2 METERS (122 FEET) SOUTH OF STREET LAMP POLE 326, 19.9
 CY0415'METERS (65.3 FEET) EAST OF THE SOUTHEAST LEG OF A SIGN INDICATING
 CY0415'DIRECTIONS TO TUCSON AND EL PASO, 5.7 METERS (18.9 FEET) WEST OF A
 CY0415'BRACE POST IN THE FENCE LINE AND 5.5 METERS (18.1 FEET) NORTHWEST OF
 CY0415'THE RIGHT-OF-WAY FENCE.
 CY0415'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CY0415
 CY0415                          STATION RECOVERY (2005)
 CY0415
 CY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0415'BUSINESS I-10 IS FORMER US 666 AND AZ 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0416 ***********************************************************************
 CY0416  DESIGNATION -  DRURY RM 2
 CY0416  PID         -  CY0416
 CY0416  STATE/COUNTY-  AZ/COCHISE
 CY0416  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0416
 CY0416                         *CURRENT SURVEY CONTROL
 CY0416  ___________________________________________________________________
 CY0416* NAD 83(1986)-  32 18 12.     (N)    109 47 50.     (W)     SCALED    
 CY0416* NAVD 88     -      1294.766  (meters)    4247.91   (feet)  ADJUSTED  
 CY0416  ___________________________________________________________________
 CY0416  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0416  DYNAMIC HT  -        1292.836 (meters)    4241.58  (feet)  COMP
 CY0416  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 CY0416
 CY0416  VERT ORDER  -  FIRST     CLASS II
 CY0416
 CY0416.The horizontal coordinates were scaled from a topographic map and have
 CY0416.an estimated accuracy of +/- 6 seconds.
 CY0416
 CY0416.The orthometric height was determined by differential leveling
 CY0416.and adjusted in June 1991.
 CY0416
 CY0416.The geoid height was determined by GEOID03.
 CY0416
 CY0416.The dynamic height is computed by dividing the NAVD 88
 CY0416.geopotential number by the normal gravity value computed on the
 CY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0416.degrees latitude (g = 980.6199 gals.).
 CY0416
 CY0416.The modeled gravity was interpolated from observed gravity values.
 CY0416
 CY0416;                    North         East    Units  Estimated Accuracy
 CY0416;SPC AZ E     -   144,560.      248,150.      MT  (+/- 180 meters Scaled)
 CY0416
 CY0416                          SUPERSEDED SURVEY CONTROL
 CY0416
 CY0416  NGVD 29 (??/??/92) 1293.949  (m)         4245.23   (f) ADJ UNCH    1 2
 CY0416
 CY0416.Superseded values are not recommended for survey control.
 CY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0416.See file dsdata.txt to determine how the superseded data were derived.
 CY0416
 CY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA132746(NAD 83)
 CY0416_MARKER: DR = REFERENCE MARK DISK
 CY0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0416_STAMPING: DRURY NO. 2 1945
 CY0416_PROJECTION: PROJECTING 15 CENTIMETERS
 CY0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0416+STABILITY: SURFACE MOTION
 CY0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0416+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0416
 CY0416  HISTORY     - Date     Condition        Report By
 CY0416  HISTORY     - 1945     MONUMENTED       CGS
 CY0416  HISTORY     - 1952     GOOD             NGS
 CY0416  HISTORY     - 1960     GOOD             NGS
 CY0416  HISTORY     - 1979     GOOD             NGS
 CY0416  HISTORY     - 20050515 GOOD             NGS
 CY0416
 CY0416                          STATION DESCRIPTION
 CY0416
 CY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0416'3.8 MI NE FROM WILLCOX.
 CY0416'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0416'WILLCOX, 95.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 88.2
 CY0416'FEET SOUTHWEST OF DRURY TRIANGULATION STATION, 75.2 FEET SOUTHWEST OF
 CY0416'A WITNESS POST, 21.7 FEET NORTHEAST OF A POWER POLE, 4.9 FEET
 CY0416'SOUTHEAST OF A FENCE, ABOUT 2.0 FEET LOWER THAN THE HIGHWAY, AND SET
 CY0416'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CY0416
 CY0416                          STATION RECOVERY (1960)
 CY0416
 CY0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0416'RECOVERED IN GOOD CONDITION.
 CY0416
 CY0416                          STATION RECOVERY (1979)
 CY0416
 CY0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0416'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0416'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, 0.2 KILOMETER (0.1
 CY0416'MILE) NORTHEAST OF MILE POST 344, AT THE JUNCTION OF THE CENTERLINES
 CY0416'OF THE EASTBOUND AND WESTBOUND ON-RAMP ROADS FOR INTERSTATE HIGHWAY
 CY0416'10, 28.4 METERS (93 FEET) NORTHEAST OF THE NORTHEAST CURB OF THE
 CY0416'HIGHWAY MEDIAN STRIP, 26.9 METERS (88 FEET) SOUTHWEST OF THE
 CY0416'STATION MARK, 14.9 METERS (48.9 FEET) SOUTHEAST OF TRANSFORMER POLE
 CY0416'B11166053 WITH 2 GUY WIRES, 13.6 METERS (44.6 FEET) NORTHEAST OF A
 CY0416'UTILITY POLE WITH A METER BOX, 7.4 METERS (24.3 FEET) EAST-NORTHEAST
 CY0416'OF A POWER LINE JUNCTION POLE WITH ONE GUY WIRE AND 1.6 METERS
 CY0416'(5.1 FEET) SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 CY0416'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CY0416
 CY0416                          STATION RECOVERY (2005)
 CY0416
 CY0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0416'BUSINESS I-10 IS FORMER US 666 AND AZ 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1016 ***********************************************************************
 ES1016  DESIGNATION -  DRY
 ES1016  PID         -  ES1016
 ES1016  STATE/COUNTY-  AZ/YAVAPAI
 ES1016  USGS QUAD   -  CASNER BUTTE (1965)
 ES1016
 ES1016                         *CURRENT SURVEY CONTROL
 ES1016  ___________________________________________________________________
 ES1016* NAD 83(1992)-  34 40 39.66374(N)    111 45 01.79637(W)     ADJUSTED  
 ES1016* NAVD 88     -      1241.8    (meters)    4074.     (feet)  VERTCON   
 ES1016  ___________________________________________________________________
 ES1016  LAPLACE CORR-           8.43  (seconds)                    DEFLEC99
 ES1016  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ES1016  HORZ ORDER  -  SECOND
 ES1016
 ES1016.The horizontal coordinates were established by classical geodetic methods
 ES1016.and adjusted by the National Geodetic Survey in August 1993.
 ES1016
 ES1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1016
 ES1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1016
 ES1016.The geoid height was determined by GEOID03.
 ES1016
 ES1016;                    North         East     Units Scale Factor Converg.
 ES1016;SPC AZ C     -   407,833.424   228,586.869   MT  0.99990286   +0 05 40.4
 ES1016;SPC AZ C     - 1,338,036.17    749,956.92   iFT  0.99990286   +0 05 40.4
 ES1016;UTM  12      - 3,837,556.638   431,247.569   MT  0.99965826   -0 25 37.3
 ES1016
 ES1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1016!SPC AZ C     -   0.99980905  x   0.99990286  =   0.99971193
 ES1016!UTM  12      -   0.99980905  x   0.99965826  =   0.99946737
 ES1016
 ES1016|---------------------------------------------------------------------|
 ES1016| PID    Reference Object                     Distance      Geod. Az  |
 ES1016|                                                           dddmmss.s |
 ES1016| CH3068 DRY RM 1                              7.214 METERS 19008     |
 ES1016| CH3069 DRY RM 2                              5.907 METERS 29814     |
 ES1016| ES1037 5127=HOUSE                          APPROX.14.0 KM 3173522.1 |
 ES1016|---------------------------------------------------------------------|
 ES1016
 ES1016                          SUPERSEDED SURVEY CONTROL
 ES1016
 ES1016  NAD 83(1986)-  34 40 39.65837(N)    111 45 01.79293(W) AD(       ) 2
 ES1016  NAD 27      -  34 40 39.57590(N)    111 44 59.25250(W) AD(       ) 2
 ES1016  NGVD 29 (07/19/86) 1241.1    (m)         4072.     (f) VERT ANG    3  
 ES1016
 ES1016.Superseded values are not recommended for survey control.
 ES1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1016.See file dsdata.txt to determine how the superseded data were derived.
 ES1016
 ES1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3124837557(NAD 83)
 ES1016_MARKER: DS = TRIANGULATION STATION DISK
 ES1016_SETTING: 80 = SET IN A BOULDER
 ES1016_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1016
 ES1016  HISTORY     - Date     Condition        Report By
 ES1016  HISTORY     - 1959     MONUMENTED       CGS
 ES1016  HISTORY     - 1960     GOOD             CGS
 ES1016  HISTORY     - 1979     GOOD             AZDT
 ES1016
 ES1016                          STATION DESCRIPTION
 ES1016
 ES1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1016'THE STATION IS ABOUT 15 MILES SOUTH OF SEDONA AND ABOUT 2-1/2
 ES1016'MILES NORTHWEST OF THE U.S. FOREST SERVICE RANGER STATION AT
 ES1016'BEAVER CREEK.
 ES1016'
 ES1016'TO REACH THE STATION FROM THE POST OFFICE IN SEDONA GO SOUTH
 ES1016'ON U.S. HIGHWAY 89A FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT AND
 ES1016'GO EAST FOR 0.3 MILE TO THE EAST END OF THE BRIDGE OVER OAK
 ES1016'CREEK.  HERE TURN RIGHT AND GO SOUTH ON THE HARD SURFACED ROAD
 ES1016'FOR 6.6 MILES TO THE END OF THE HARD SURFACE ROAD, CONTINUE
 ES1016'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 7.5 MILES TO A TRACK
 ES1016'ROAD RIGHT.  (THIS IS 0.05 MILE BEFORE REACHING INTERSTATE
 ES1016'HIGHWAY 17.) TURN RIGHT AND FOLLOW TRACK ROAD SOUTHERLY FOR
 ES1016'1.1 MILES TO A FORK, TAKE LEFT FORK ACROSS A DRY WASH AND
 ES1016'FOLLOW DIM TRACK ROAD SOUTHEAST FOR 0.25 MILE TO THE END OF
 ES1016'TRUCK TRAVEL.  FROM HERE PACK EAST FOR 15 MINUTES TO THE
 ES1016'SUMMIT OF THE RIDGE AND THE STATION AND REFERENCE MARKS.
 ES1016'
 ES1016'THE STATION MARK, STAMPED DRY 1959 IS A STANDARD DISK CEMENTED
 ES1016'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  IT IS 10
 ES1016'FEET NORTHEAST OF A CAIRN.
 ES1016'
 ES1016'REFERENCE MARK NO. 1, STAMPED DRY NO 1 1959, IS A STANDARD
 ES1016'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10
 ES1016'INCHES.  IT IS 20 FEET SOUTHEAST OF THE CAIRN AND 1 FOOT BELOW
 ES1016'STATION ELEVATION.
 ES1016'
 ES1016'REFERENCE MARK NO. 2, STAMPED DRY NO 2 1959, IS A STANDARD
 ES1016'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES1016'8 INCHES.  IT IS 15.5 FEET NORTHWEST OF THE CAIRN AND THE
 ES1016'SAME ELEVATION AS THE STATION.
 ES1016'
 ES1016'TRIANGULATION STATION RIMROCK WILL SERVE AS THE AZIMUTH MARK,
 ES1016'SEE DESCRIPTION THEREOF.
 ES1016
 ES1016                          STATION RECOVERY (1960)
 ES1016
 ES1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES1016'STATION AND REFERENCE MARKS RECOVERED AS ORIGINALLY DESCRIBED.
 ES1016'A REVISED TO REACH DESCRIPTION FOLLOWS--TO REACH THE STATION
 ES1016'FROM THE POST OFFICE IN SEDONA, ARIZONA, GO SOUTH ON U.S.
 ES1016'HIGHWAY 89A FOR 0.3 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 ES1016'EAST FOR 0.3 MILE TO THE EAST END OF THE BRIDGE OVER OAK
 ES1016'CREEK, THENCE TURN RIGHT AND GO SOUTH ON THE HARD SURFACE ROAD
 ES1016'FOR 6.6 MILES TO THE END OF THE HARD SURFACE, THENCE
 ES1016'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 7.6 MILES TO
 ES1016'INTERSTATE HIGHWAY 17, THENCE SOUTH (RIGHT) ON INTERSTATE
 ES1016'HIGHWAY 17 FOR 0.9 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 ES1016'PACK EAST UPHILL TO SUMMIT OF RIDGE AND THE STATION.
 ES1016
 ES1016                          STATION RECOVERY (1979)
 ES1016
 ES1016'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ES1016'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 ES1016'
 ES1016'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE TRAVEL WEST
 ES1016'AND N. WEST ON THE ROAD TO COTTONWOOD FOR 2.3 MILES TO THE COTTONWOOD
 ES1016'CAMP VERDE T.I.(SR 279 AND I-17), TURN RIGHT ONTO I-17 AND TRAVEL
 ES1016'NORTH FOR 11.0 MILES AND ABOUT 0.9 MILE SOUTH OF THE SEDONA T.I.  STAC
 ES1016'IS ON RIGHT ON HIGHEST POINT OF RIDGE.  PARK BELOW RIDGE AND PACK EAST
 ES1016'TO SUMMIT.  ABOUT A 15 MINUTE PACK.
 ES1016'
 ES1016'STATION RIMROCK CAN BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1548 ***********************************************************************
 DA1548  DESIGNATION -  DRY
 DA1548  PID         -  DA1548
 DA1548  STATE/COUNTY-  AZ/MARICOPA
 DA1548  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA1548
 DA1548                         *CURRENT SURVEY CONTROL
 DA1548  ___________________________________________________________________
 DA1548* NAD 83(1992)-  32 45 20.30032(N)    112 40 17.11330(W)     ADJUSTED  
 DA1548* NAVD 88     -       384.48   (+/-2cm)    1261.4    (feet)  VERTCON   
 DA1548  ___________________________________________________________________
 DA1548  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DA1548  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DA1548  HORZ ORDER  -  THIRD
 DA1548  VERT ORDER  -  THIRD ? (See Below)
 DA1548
 DA1548.The horizontal coordinates were established by classical geodetic methods
 DA1548.and adjusted by the National Geodetic Survey in August 1993.
 DA1548
 DA1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1548.The vertical order pertains to the NGVD 29 superseded value.
 DA1548
 DA1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1548
 DA1548.The geoid height was determined by GEOID03.
 DA1548
 DA1548;                    North         East     Units Scale Factor Converg.
 DA1548;SPC AZ C     -   194,906.093   142,638.268   MT  0.99996165   -0 24 30.2
 DA1548;SPC AZ C     -   639,455.69    467,973.32   iFT  0.99996165   -0 24 30.2
 DA1548;UTM  12      - 3,625,433.464   343,424.612   MT  0.99990230   -0 54 16.3
 DA1548
 DA1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1548!SPC AZ C     -   0.99994452  x   0.99996165  =   0.99990617
 DA1548!UTM  12      -   0.99994452  x   0.99990230  =   0.99984683
 DA1548
 DA1548|---------------------------------------------------------------------|
 DA1548| PID    Reference Object                     Distance      Geod. Az  |
 DA1548|                                                           dddmmss.s |
 DA1548| CH5100 DRY RM 1                              6.418 METERS 06233     |
 DA1548| CH5101 DRY RM 2                              6.915 METERS 33254     |
 DA1548| CH5099 DRY AZ MK                                          3513035.0 |
 DA1548|---------------------------------------------------------------------|
 DA1548
 DA1548                          SUPERSEDED SURVEY CONTROL
 DA1548
 DA1548  NAD 83(1986)-  32 45 20.28683(N)    112 40 17.11513(W) AD(       ) 3
 DA1548  NAD 27      -  32 45 20.11900(N)    112 40 14.58300(W) AD(       ) 3
 DA1548  NGVD 29 (07/19/86)  383.85   (m)         1259.3    (f) LEVELING    3  
 DA1548
 DA1548.Superseded values are not recommended for survey control.
 DA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1548.See file dsdata.txt to determine how the superseded data were derived.
 DA1548
 DA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4342525433(NAD 83)
 DA1548_MARKER: DS = TRIANGULATION STATION DISK
 DA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1548
 DA1548  HISTORY     - Date     Condition        Report By
 DA1548  HISTORY     - 1936     MONUMENTED       CGS
 DA1548  HISTORY     - 1944     MARK NOT FOUND   CGS
 DA1548  HISTORY     - 1949     GOOD             USGS
 DA1548  HISTORY     - 1968     GOOD             AMS
 DA1548
 DA1548                          STATION DESCRIPTION
 DA1548
 DA1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1548'ON THE FLAT DESERT PLAIN LYING BETWEEN THE SAUCEDA AND MARICOPA
 DA1548'MOUNTAIN RANGES, ABOUT 14 MILES SOUTH-SOUTHEAST OF GILA BEND,
 DA1548'ON THE GILA BEND-SAUCEDA WELLS ROAD, NEAR THE SOUTH EDGE OF A
 DA1548'SLIGHT RISE OF GROUND, ABOUT 50 YARDS NORTH OF A SHALLOW WASH,
 DA1548'AND 25 FEET SOUTHWEST OF THE CENTER OF THE ROAD.  STATION AND
 DA1548'UNDERGROUND MARKS ARE STANDARD BRONZE DISKS.
 DA1548'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1548'REFERENCE DISK, IS 6.418 METERS (21.06 FEET)
 DA1548'FROM STATION N 62 DEG 33 MIN E.  REFERENCE MARK NO.
 DA1548'2, A STANDARD BRONZE REFERENCE DISK, IS 6.915
 DA1548'METERS (22.69 FEET) FROM STATION N 27 DEG 06
 DA1548'MIN W.  THE AZIMUTH MARK IS ALONG THE ROAD, 21-1/2 FEET
 DA1548'SOUTHWEST OF THE CENTER OF THE ROAD AND ABOUT ONE-QUARTER
 DA1548'MILE FROM STATION N 08 DEG 30 MIN W.
 DA1548
 DA1548                          STATION RECOVERY (1944)
 DA1548
 DA1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DA1548'SEARCHED FOR BUT NOT RECOVERED.
 DA1548
 DA1548                          STATION RECOVERY (1949)
 DA1548
 DA1548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA1548'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1548'AGREE WITH NGS.
 DA1548
 DA1548                          STATION RECOVERY (1968)
 DA1548
 DA1548'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 DA1548'THE STATION MARK, AZ. MARK, R.M. NO 1 AND 2 WERE RECOVERED IN
 DA1548'GOOD CONDITION.  RECOVERED AS DESCRIBED.
 DA1548'
 DA1548'CHECK MEAS. TO RMS.
 DA1548'
 DA1548'PUB. DIST. R.M. NO 1 = 6.418 M - 6.420 M CHECK DIST.
 DA1548'
 DA1548'PUB. DIST. R.M. NO 2 = 6.915 M - 6.913 M CHECK DIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0898 ***********************************************************************
 ES0898  DESIGNATION -  DRY
 ES0898  PID         -  ES0898
 ES0898  STATE/COUNTY-  AZ/NAVAJO
 ES0898  USGS QUAD   -  ZENIFF (1971)
 ES0898
 ES0898                         *CURRENT SURVEY CONTROL
 ES0898  ___________________________________________________________________
 ES0898* NAD 83(1992)-  34 35 50.65669(N)    110 23 27.61303(W)     ADJUSTED  
 ES0898* NAVD 88     -      1793.9    (meters)    5885.     (feet)  VERTCON   
 ES0898  ___________________________________________________________________
 ES0898  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ES0898  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ES0898  HORZ ORDER  -  SECOND
 ES0898
 ES0898.The horizontal coordinates were established by classical geodetic methods
 ES0898.and adjusted by the National Geodetic Survey in August 1993.
 ES0898
 ES0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0898
 ES0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0898
 ES0898.The geoid height was determined by GEOID03.
 ES0898
 ES0898;                    North         East     Units Scale Factor Converg.
 ES0898;SPC AZ E     -   398,938.877   192,782.930   MT  0.99990522   -0 07 38.6
 ES0898;SPC AZ E     - 1,308,854.58    632,489.93   iFT  0.99990522   -0 07 38.6
 ES0898;UTM  12      - 3,828,566.766   555,843.115   MT  0.99963844   +0 20 44.9
 ES0898
 ES0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0898!SPC AZ E     -   0.99972226  x   0.99990522  =   0.99962751
 ES0898!UTM  12      -   0.99972226  x   0.99963844  =   0.99936080
 ES0898
 ES0898|---------------------------------------------------------------------|
 ES0898| PID    Reference Object                     Distance      Geod. Az  |
 ES0898|                                                           dddmmss.s |
 ES0898| DZ1388 DRY RM 1                             12.135 METERS 03509     |
 ES0898| ES0916 LAKE                                APPROX. 6.9 KM 0361508.8 |
 ES0898| DZ1387 DRY RM 2                             12.209 METERS 21640     |
 ES0898|---------------------------------------------------------------------|
 ES0898
 ES0898                          SUPERSEDED SURVEY CONTROL
 ES0898
 ES0898  NAD 83(1986)-  34 35 50.64999(N)    110 23 27.61821(W) AD(       ) 2
 ES0898  NGVD 29 (08/03/87) 1793.1    (m)         5883.     (f) VERT ANG    3  
 ES0898
 ES0898.Superseded values are not recommended for survey control.
 ES0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0898.See file dsdata.txt to determine how the superseded data were derived.
 ES0898
 ES0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5584328567(NAD 83)
 ES0898_MARKER: DS = TRIANGULATION STATION DISK
 ES0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0898+STABILITY: SURFACE MOTION
 ES0898
 ES0898  HISTORY     - Date     Condition        Report By
 ES0898  HISTORY     - 1983     MONUMENTED       AZDT
 ES0898
 ES0898                          STATION DESCRIPTION
 ES0898
 ES0898'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0898'THE STATION IS LOCATED 25 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0898'ROUTE 377.
 ES0898'
 ES0898'THE STATION MARK IS AN AZDT DISK STAMPED---DRY 1983---.  IT IS SET IN
 ES0898'TOP OF A 10 INCH CONCRETE MONUMENT.  97 FEET SOUTHEAST OF THE HIGHWAY
 ES0898'CENTER LINE AND 3 FEET SOUTHEAST OFTHE WITNESS POST.
 ES0898'
 ES0898'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DRY RM 1 1983---.  IT IS
 ES0898'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0898'
 ES0898'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DRY RM 2 1983---.  IT IS
 ES0898'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0898'
 ES0898'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL  WEST 0.1
 ES0898'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT ALONG STATE ROUTE
 ES0898'77 AND TRAVEL SOUTH 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT ALONG
 ES0898'S.R. 377 AND TRAVEL SOUTH 23.25 MILES TO THE STATION ON THE RIGHT AT
 ES0898'MILE POST 7.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0787 ***********************************************************************
 DT0787  DESIGNATION -  DRY LAKE
 DT0787  PID         -  DT0787
 DT0787  STATE/COUNTY-  AZ/GRAHAM
 DT0787  USGS QUAD   -  POINT OF PINES WEST (1967)
 DT0787
 DT0787                         *CURRENT SURVEY CONTROL
 DT0787  ___________________________________________________________________
 DT0787* NAD 83(1992)-  33 21 34.43186(N)    109 50 02.57211(W)     ADJUSTED  
 DT0787* NAVD 88     -      2266.6    (meters)    7436.     (feet)  VERTCON   
 DT0787  ___________________________________________________________________
 DT0787  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 DT0787  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 DT0787  HORZ ORDER  -  SECOND
 DT0787
 DT0787.The horizontal coordinates were established by classical geodetic methods
 DT0787.and adjusted by the National Geodetic Survey in August 1993.
 DT0787
 DT0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0787
 DT0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0787
 DT0787.The geoid height was determined by GEOID03.
 DT0787
 DT0787;                    North         East     Units Scale Factor Converg.
 DT0787;SPC AZ E     -   261,675.410   244,314.579   MT  0.99991181   +0 10 58.5
 DT0787;SPC AZ E     -   858,515.12    801,557.02   iFT  0.99991181   +0 10 58.5
 DT0787;UTM  12      - 3,691,756.429   608,477.442   MT  0.99974508   +0 38 28.4
 DT0787
 DT0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0787!SPC AZ E     -   0.99964819  x   0.99991181  =   0.99956004
 DT0787!UTM  12      -   0.99964819  x   0.99974508  =   0.99939336
 DT0787
 DT0787:                Primary Azimuth Mark                     Grid Az
 DT0787:SPC AZ E     -  MAVERICK                                 024 39 46.0
 DT0787:UTM  12      -  MAVERICK                                 024 12 16.1
 DT0787
 DT0787|---------------------------------------------------------------------|
 DT0787| PID    Reference Object                     Distance      Geod. Az  |
 DT0787|                                                           dddmmss.s |
 DT0787| DT0793 MAVERICK                            APPROX.32.5 KM 0245044.5 |
 DT0787| CD2828 DRY LAKE RM 1                        19.933 METERS 12904     |
 DT0787| CD2829 DRY LAKE RM 2                        17.500 METERS 27406     |
 DT0787|---------------------------------------------------------------------|
 DT0787
 DT0787                          SUPERSEDED SURVEY CONTROL
 DT0787
 DT0787  NAD 83(1986)-  33 21 34.42821(N)    109 50 02.57280(W) AD(       ) 2
 DT0787  NAD 27      -  33 21 34.23120(N)    109 50 00.26060(W) AD(       ) 2
 DT0787  NGVD 29 (07/19/86) 2265.8    (m)         7434.     (f) VERT ANG    3  
 DT0787
 DT0787.Superseded values are not recommended for survey control.
 DT0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0787.See file dsdata.txt to determine how the superseded data were derived.
 DT0787
 DT0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0847791756(NAD 83)
 DT0787_MARKER: DS = TRIANGULATION STATION DISK
 DT0787_SETTING: 66 = SET IN ROCK OUTCROP
 DT0787
 DT0787  HISTORY     - Date     Condition        Report By
 DT0787  HISTORY     - 1960     MONUMENTED       CGS
 DT0787  HISTORY     - 1967     GOOD             AMS
 DT0787
 DT0787                          STATION DESCRIPTION
 DT0787
 DT0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0787'THE STATION IS LOCATED ABOUT 38 MILES AIR-LINE NORTHWEST OF
 DT0787'CLIFTON, 36 MILES EAST OF SAN CARLOS, 31 MILES SOUTHWEST OF
 DT0787'MAVERICK AND 4 MILES WEST OF POINT OF PINES CAMP ON THE SUMMIT
 DT0787'OF A PROMINENT TIMBER COVERED RIDGE.
 DT0787'
 DT0787'TO REACH THE STATION FROM THE CATTLE GUARD AT THE HOME OF THE
 DT0787'INDIAN FOREST RANGER IN THE SOUTH EDGE OF POINT OF PINES CAMP
 DT0787'GO WEST ALONG THE SOUTH SIDE OF FENCE FOR 0.1 MILE TO A WIRE
 DT0787'GATE, PASS THROUGH GATE AND CONTINUE WESTERLY ON TRACK ROAD FOR
 DT0787'5.75 MILES TO A FORK NEAR THE SUMMIT OF RIDGE.  (LEFT FORK LEADS
 DT0787'TO DRY LAKE) TAKE RIGHT FORK AND GO 0.15 MILE TO THE SUMMIT OF
 DT0787'RIDGE AND STATION JUST EAST OF AN ABANDONED LOOKOUT TOWER.
 DT0787'
 DT0787'THE STATION, STAMPED DRY LAKE 1960, IS A STANDARD DISK CEMENTED
 DT0787'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 13 FEET NORTHEAST
 DT0787'OF A WITNESS POST AND 10 FEET EAST OF THE SOUTHEAST LEG OF
 DT0787'LOOKOUT TOWER.
 DT0787'
 DT0787'REFERENCE MARK 1, STAMPED DRY LAKE NO 1 1960, IS A STANDARD
 DT0787'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 DT0787'IT IS 12 FEET SOUTH OF A TRACK ROAD AND IS ABOUT 7 FEET LOWER
 DT0787'IN ELEVATION THAN THE STATION.
 DT0787'
 DT0787'REFERENCE MARK 2, STAMPED DRY LAKE NO 2 1960, IS A STANDARD
 DT0787'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 3
 DT0787'FEET AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 DT0787'
 DT0787'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 DT0787
 DT0787                          STATION RECOVERY (1967)
 DT0787
 DT0787'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0787'STATION IS LOCATED APPROXIMATELY 38.5 AIRMILES (NW) OF CLIFTON,
 DT0787'ARIZONA, 36.0 AIRMILES (E) OF SAN CARLOS, ARIZONA, 32.0 AIRMILES
 DT0787'(SW) OF MAVERICK, ARIZONA AND 5.0 AIRMILES (W) OF POINT OF PINES,
 DT0787'ARIZONA.
 DT0787'
 DT0787'TO REACH STATION FROM THE CATTLE GUARD AT THE FOREST RANGER
 DT0787'STATION AT THE (S) EDGE OF POINT OF PINES, ARIZONA GO (S) FOR
 DT0787'APPROXIMATELY 200 FT TO (SE) CORNER OF FENCE, TURN RIGHT AND
 DT0787'GO (W) ALONG THE (S) SIDE OF FENCE FOR APPROXIMATELY 300 FT TO
 DT0787'(SW) CORNER OF FENCE, TURN RIGHT AND GO (N) FOR APPROXIMATELY
 DT0787'200 FT TO A WIRE GATE, PASS THRU GATE AND GO (W) ON ROAD FOR
 DT0787'0.8 MI TO ANOTHER WIRE GATE, CONTINUE (W) FOR 0.4 MI AND
 DT0787'ANOTHER WIRE GATE, CONTINUE (W) FOR 1.1 MI TO A CROSSROAD,
 DT0787'CONTINUE (W) 3.5 MI TO A Y FORK IN ROAD, TAKE RIGHT FORK
 DT0787'AND CONTINUE (W) 0.2 MI TO STATION SITE.
 DT0787'
 DT0787'STATION MARK IS A STANDARD BRONZE USC AND GS DISK CEMENTED IN
 DT0787'A DRILL HOLE IN BED ROCK FLUSH WITH THE GROUND AND STAMPED DRY
 DT0787'LAKE 1960.
 DT0787'
 DT0787'R.M. 1 IS A STANDARD BRONZE USC AND GS R.M. DISK CEMENTED IN
 DT0787'A DRILL HOLE IN A BOULDER WHICH PROJECTS APPROXIMATELY 1 FT AND
 DT0787'STAMPED DRY LAKE NO 1 1960.  FROM THE STATION IT IS (SE) ON A
 DT0787'MAG AZ OF 114 DEG AT A DISTANCE OF 19.93M AND A DE OF -1.63M.
 DT0787'
 DT0787'R.M. 2 IS A STANDARD BRONZE USC AND GS R.M. DISK CEMENTED IN A
 DT0787'DRILL HOLE IN A BOULDER WHICH PROJECTS APPROXIMATELY 3 FT AND
 DT0787'STAMPED DRY LAKE NO 2 1960.  FROM THE STATION IT IS (SW) ON A
 DT0787'MAG AZ OF 256 DEG AT A DISTANCE OF 17.50M AND A DE OF -0.54M.
 DT0787'
 DT0787'NO AZIMUTH MARK WAS ESTABLISHED.
 DT0787'
 DT0787'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 DT0787'
 DT0787'THE STATION IS ON A TIMBER COVERED RIDGE.  VISIBILITY IS GOOD
 DT0787'EXCEPT FROM THE FOLLOWING MAG AZS, 0 DEG TO 35 DEG, 50 DEG TO
 DT0787'55 DEG AND 65 DEG TO 75 DEG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1103 ***********************************************************************
 CY1103  DESIGNATION -  DRY MTN
 CY1103  PID         -  CY1103
 CY1103  STATE/COUNTY-  AZ/GRAHAM
 CY1103  USGS QUAD   -  DRY MOUNTAIN (1966)
 CY1103
 CY1103                         *CURRENT SURVEY CONTROL
 CY1103  ___________________________________________________________________
 CY1103* NAD 83(1992)-  32 41 17.22863(N)    109 28 24.69194(W)     ADJUSTED  
 CY1103* NAVD 88     -      1336.1    (meters)    4384.     (feet)  VERTCON   
 CY1103  ___________________________________________________________________
 CY1103  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 CY1103  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY1103  HORZ ORDER  -  FIRST
 CY1103
 CY1103.The horizontal coordinates were established by classical geodetic methods
 CY1103.and adjusted by the National Geodetic Survey in August 1993.
 CY1103
 CY1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1103
 CY1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1103
 CY1103.The geoid height was determined by GEOID03.
 CY1103
 CY1103;                    North         East     Units Scale Factor Converg.
 CY1103;SPC AZ E     -   187,379.215   278,357.371   MT  0.99995208   +0 22 27.7
 CY1103;SPC AZ E     -   614,761.20    913,245.97   iFT  0.99995208   +0 22 27.7
 CY1103;UTM  12      - 3,617,742.324   643,103.571   MT  0.99985252   +0 49 28.3
 CY1103
 CY1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1103!SPC AZ E     -   0.99979447  x   0.99995208  =   0.99974655
 CY1103!UTM  12      -   0.99979447  x   0.99985252  =   0.99964702
 CY1103
 CY1103|---------------------------------------------------------------------|
 CY1103| PID    Reference Object                     Distance      Geod. Az  |
 CY1103|                                                           dddmmss.s |
 CY1103| CC7299 DRY MTN RM 1                          2.875 METERS 00921     |
 CY1103| CC7300 DRY MTN RM 2                          5.823 METERS 09839     |
 CY1103| CY1224 ELEVEN WM WINDMILL SSW              APPROX. 8.0 KM 2961354.8 |
 CY1103| CC7298 DRY MTN AZ MK                                      3124721.4 |
 CY1103| CY1220 SOLOMONSVILLE SCHOOLHOUSE CHIM      APPROX.20.4 KM 3130333.4 |
 CY1103|---------------------------------------------------------------------|
 CY1103
 CY1103                          SUPERSEDED SURVEY CONTROL
 CY1103
 CY1103  NAD 83(1986)-  32 41 17.22337(N)    109 28 24.68857(W) AD(       ) 1
 CY1103  NAD 27      -  32 41 16.98000(N)    109 28 22.43200(W) AD(       ) 1
 CY1103  NGVD 29 (07/19/86) 1335.4    (m)         4381.     (f) VERT ANG    3  
 CY1103
 CY1103.Superseded values are not recommended for survey control.
 CY1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1103.See file dsdata.txt to determine how the superseded data were derived.
 CY1103
 CY1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4310417742(NAD 83)
 CY1103_MARKER: DD = SURVEY DISK
 CY1103_SETTING: 66 = SET IN ROCK OUTCROP
 CY1103
 CY1103  HISTORY     - Date     Condition        Report By
 CY1103  HISTORY     - 1945     MONUMENTED       USFS
 CY1103  HISTORY     - 1965     GOOD             USGS
 CY1103
 CY1103                          STATION DESCRIPTION
 CY1103
 CY1103'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 CY1103'STATION IS LOCATED ABOUT 17 MILES (AIR LINE) SE OF SAFFORD,
 CY1103'13 MILES (AIR LINE) SE OF SOLOMONSVILLE, 4-1/2 MILES (AIR LINE)
 CY1103'E OF THE SAN SIMON WASH, AND ABOUT 2 MILES (AIR LINE) S OF
 CY1103'THE 111 RANCH.  IT IS ON THE SW POINT OF THE TWO POINTS THAT
 CY1103'MAKE UP THE PEAK, THE POINTS ARE OF ABOUT EQUAL HEIGHT.
 CY1103'
 CY1103'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1103'SE ON U.S. HIGHWAY 70 FOR 2.0 MILES TO THE JUNCTION OF U.S.
 CY1103'HIGHWAYS 70 AND 666.  KEEP RIGHT ON HIGHWAY 70 AND CONTINUE
 CY1103'FOR 6.1 MILES TO A GRADED GRAVEL ROAD LEADING RIGHT TO THE
 CY1103'111 RANCH, TURN RIGHT AND CONTINUE ON THE GRADED ROAD FOR 4.3
 CY1103'MILES TO THE ENTRANCE TO THE 111 RANCH.  PASS THROUGH THE GATE
 CY1103'AND CONTINUE ON THE ROAD ON THE LEFT OF THE BUILDINGS AS
 CY1103'IT LEADS DOWN INTO A SANDY WASH AND MEETS A ROAD LEADING TO
 CY1103'THE RIGHT TO THE CORRALS AND TO THE LEFT DOWN THE WASH, PASS
 CY1103'ACROSS THE ROAD AND CONTINUE TOWARD THE PEAK, WHICH CAN
 CY1103'BE SEEN, FOR 0.2 MILE TO A CATTLE GUARD.  CROSS THE GUARD
 CY1103'KEEPING LEFT AND CONTINUE FOR 0.6 MILE TO A FORKS, TAKE
 CY1103'THE LEFT FORK AND CONTINUE FOR 0.5 MILE TO A TRACK ROAD
 CY1103'LEADING TO THE RIGHT.  KEEP STRAIGHT AHEAD AND CONTINUE
 CY1103'FOR 0.2 MILE, AT THIS POINT TURN LEFT OFF THE ROAD AND
 CY1103'CONTINUE ACROSS COUNTRY INTO THE SMALL CANYON LEADING
 CY1103'TOWARD THE PEAK FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.
 CY1103'PACK DIRECTLY AHEAD TO THE RIM OF THE CANYON AND THE LONG
 CY1103'RIDGE WITH ROCK ON THE RIGHT SIDE CAN BE SEEN LEADING
 CY1103'TO THE PEAK, PACK UP THE RIDGE AND TO THE AZIMUTH MARK
 CY1103'WHICH IS SET A LITTLE TO THE RIGHT OF THE HIGHEST POINT
 CY1103'JUST BEFORE GOING INTO A SLIGHT SADDLE BEFORE THE SHARP
 CY1103'CLIMB TO THE PEAK.  CONTINUE UP THE RIDGE TOWARD THE RIGHT
 CY1103'ROCKY POINT TO THE STATION.
 CY1103'
 CY1103'STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE FOREST
 CY1103'SERVICE DISK STAMPED DRY MTN 1934.  IT IS NOT ON THE HIGHEST
 CY1103'POINT BUT IS ABOUT IN THE CENTER OF AN AREA SURROUNDED BY A
 CY1103'RING OF FOUR ROCK OUTCROPS THAT ARE ABOUT 2-1/2 FEET HIGHER
 CY1103'THAN THE STATION.
 CY1103'
 CY1103'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROCK
 CY1103'OUTCROP AND IS STAMPED DRY MTN USFS NO 1 1945.  IT IS N OF
 CY1103'THE STATION AND ABOUT 1-1/2 FEET HIGHER.
 CY1103'
 CY1103'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE SIDE
 CY1103'OF A ROCK OUTCROP AND IS STAMPED DRY MTN NO 2 1945.  IT
 CY1103'IS E OF THE STATION AND ABOUT 1-1/2 FEET HIGHER.
 CY1103'
 CY1103'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK ABOUT
 CY1103'FLUSH WITH THE SURFACE AND IS STAMPED DRY MTN 1945.  IT IS
 CY1103'ABOUT 1/4 MILE NW OF THE STATION, IS REACHED ON THE WAY TO THE
 CY1103'STATION, AND IS 3 FEET SE OF A LARGE CAIRN.
 CY1103
 CY1103                          STATION RECOVERY (1965)
 CY1103
 CY1103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY1103'STATION WAS RECOVERED.
 CY1103'
 CY1103'REVISED TO REACH--FROM JUNCTION OF U.S. HWYS 70 AND 666 IN
 CY1103'SAFFORD, PROCEED EAST ON U.S. HWY 70 FOR 14 MILES TO THE 111
 CY1103'RANCH ROAD.  TURN RIGHT AND DRIVE SOUTH 4.3 MILES TO THE
 CY1103'ENTRANCE TO THE 111 RANCH (ABND).  GO THROUGH GATE AND AROUND
 CY1103'EAST SIDE OF BUILDINGS APPROXIMATELY 0.2 MILES TO A GATE
 CY1103'AND CATTLEGUARD (APPROX. 0.1 MILE SOUTH OF A WINDMILL).  GO
 CY1103'THROUGH GATE AND PROCEED 1.3 MILES ALONG THE LL RANCH ROAD
 CY1103'TO A SHARP BEND IN THE ROAD TO THE RIGHT.  TURN LEFT OFF MAIN
 CY1103'ROAD AND FOLLOW DIM TRACKS UP CANYON 0.35 MILE TO ETT IN A BOX
 CY1103'CANYON.  PACK EAST UP RIDGE TO HIGH POINT AND STATION.  A
 CY1103'40 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0248 ***********************************************************************
 GQ0248  DESIGNATION -  DRY PARK LOOKOUT
 GQ0248  PID         -  GQ0248
 GQ0248  STATE/COUNTY-  AZ/COCONINO
 GQ0248  USGS QUAD   -  DE MOTTE PARK (1988)
 GQ0248
 GQ0248                         *CURRENT SURVEY CONTROL
 GQ0248  ___________________________________________________________________
 GQ0248* NAD 83(1992)-  36 27 10.13624(N)    112 14 17.99981(W)     ADJUSTED  
 GQ0248* NAVD 88     -      2655.41   (+/-2cm)    8712.0    (feet)  VERTCON   
 GQ0248  ___________________________________________________________________
 GQ0248  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 GQ0248  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 GQ0248  HORZ ORDER  -  THIRD
 GQ0248  VERT ORDER  -  THIRD ? (See Below)
 GQ0248
 GQ0248.The horizontal coordinates were established by classical geodetic methods
 GQ0248.and adjusted by the National Geodetic Survey in August 1993.
 GQ0248
 GQ0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0248.The vertical order pertains to the NGVD 29 superseded value.
 GQ0248
 GQ0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0248
 GQ0248.The geoid height was determined by GEOID03.
 GQ0248
 GQ0248;                    North         East     Units Scale Factor Converg.
 GQ0248;SPC AZ C     -   604,801.828   184,526.897   MT  0.99991024   -0 11 28.0
 GQ0248;SPC AZ C     - 1,984,257.97    605,403.21   iFT  0.99991024   -0 11 28.0
 GQ0248;UTM  12      - 4,034,886.801   389,030.924   MT  0.99975172   -0 44 09.0
 GQ0248
 GQ0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0248!SPC AZ C     -   0.99958680  x   0.99991024  =   0.99949708
 GQ0248!UTM  12      -   0.99958680  x   0.99975172  =   0.99933862
 GQ0248
 GQ0248:                Primary Azimuth Mark                     Grid Az
 GQ0248:SPC AZ C     -  7532                                     227 05 27.1
 GQ0248:UTM  12      -  7532                                     227 38 08.1
 GQ0248
 GQ0248|---------------------------------------------------------------------|
 GQ0248| PID    Reference Object                     Distance      Geod. Az  |
 GQ0248|                                                           dddmmss.s |
 GQ0248| GQ0238 7532                                APPROX.17.6 KM 2265359.1 |
 GQ0248|---------------------------------------------------------------------|
 GQ0248
 GQ0248                          SUPERSEDED SURVEY CONTROL
 GQ0248
 GQ0248  NAD 83(1986)-  36 27 10.12980(N)    112 14 17.99030(W) AD(       ) 3
 GQ0248  NGVD 29 (05/08/89) 2654.18   (m)         8707.9    (f) LEVELING    3  
 GQ0248
 GQ0248.Superseded values are not recommended for survey control.
 GQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0248.See file dsdata.txt to determine how the superseded data were derived.
 GQ0248
 GQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8903134887(NAD 83)
 GQ0248_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GQ0248_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GQ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0248
 GQ0248  HISTORY     - Date     Condition        Report By
 GQ0248  HISTORY     - UNK      MONUMENTED
 GQ0248  HISTORY     - 1956     GOOD             USGS
 GQ0248
 GQ0248                          STATION DESCRIPTION
 GQ0248
 GQ0248'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0248'RECOVERED IN GOOD CONDITION.
 GQ0248'
 GQ0248'LOCATED ABOUT 10.4 MI NW. OF U.S. NATIONAL PARK SERVICE NORTH RIM
 GQ0248'ENTRANCE STATION, 5.1 MI W. OF STATE HWY. 67.  ON RIDGE
 GQ0248'OVERLOOKING DRY PARK.
 GQ0248'
 GQ0248'TO REACH FROM USNPS NORTH RIM ENTRANCE STATION, GO 5.5 MI N. ON
 GQ0248'STATE HWY. 67 TO KAIBAB LODGE.  TURN LEFT THEN LEFT AGAIN ON
 GQ0248'GRADED RD. 7.6 MI TO TOP OF GRADE AND RD. FORKS.  TURN SHARP LEFT
 GQ0248'AND FOLLOW TRACK RD. 0.3 MI TO USFS LOT AND STATION.
 GQ0248'
 GQ0248'STATION MARK--USFS DISK STAMPED---DRY PARK LOOKOUT 1936---, SET IN
 GQ0248'CONCRETE DIRECTLY UNDER CENTER OF 130-FT USFS STEEL LOT.
 GQ0248'
 GQ0248'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 12-INCH PINE
 GQ0248'TREE, 142.68 FT FROM STATION.
 GQ0248'
 GQ0248'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 24-INCH PINE
 GQ0248'TREE, 121.40 FT FROM STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0141 ***********************************************************************
 DB0141  DESIGNATION -  DUBE RM 1
 DB0141  PID         -  DB0141
 DB0141  STATE/COUNTY-  AZ/YUMA
 DB0141  USGS QUAD   -  WELLTON (1982)
 DB0141
 DB0141                         *CURRENT SURVEY CONTROL
 DB0141  ___________________________________________________________________
 DB0141* NAD 83(1986)-  32 39 45.     (N)    114 14 07.     (W)     SCALED    
 DB0141* NAVD 88     -        73.354  (meters)     240.66   (feet)  ADJUSTED  
 DB0141  ___________________________________________________________________
 DB0141  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DB0141  DYNAMIC HT  -          73.270 (meters)     240.39  (feet)  COMP
 DB0141  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 DB0141
 DB0141  VERT ORDER  -  FIRST     CLASS II
 DB0141
 DB0141.The horizontal coordinates were scaled from a topographic map and have
 DB0141.an estimated accuracy of +/- 6 seconds.
 DB0141
 DB0141.The orthometric height was determined by differential leveling
 DB0141.and adjusted in June 1991.
 DB0141
 DB0141.The geoid height was determined by GEOID03.
 DB0141
 DB0141.The dynamic height is computed by dividing the NAVD 88
 DB0141.geopotential number by the normal gravity value computed on the
 DB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0141.degrees latitude (g = 980.6199 gals.).
 DB0141
 DB0141.The modeled gravity was interpolated from observed gravity values.
 DB0141
 DB0141;                    North         East    Units  Estimated Accuracy
 DB0141;SPC AZ W     -   184,440.      167,840.      MT  (+/- 180 meters Scaled)
 DB0141
 DB0141                          SUPERSEDED SURVEY CONTROL
 DB0141
 DB0141  NGVD 29 (??/??/??)   72.708  (m)          238.54   (f) ADJUSTED    1 2
 DB0141
 DB0141.Superseded values are not recommended for survey control.
 DB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0141.See file dsdata.txt to determine how the superseded data were derived.
 DB0141
 DB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS592172(NAD 83)
 DB0141_MARKER: DR = REFERENCE MARK DISK
 DB0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0141_STAMPING: DUBE NO 1 1960
 DB0141_MARK LOGO: CGS   
 DB0141_PROJECTION: PROJECTING 10 CENTIMETERS
 DB0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0141+STABILITY: SURFACE MOTION
 DB0141
 DB0141  HISTORY     - Date     Condition        Report By
 DB0141  HISTORY     - 1960     MONUMENTED       CGS
 DB0141  HISTORY     - 1981     GOOD             NGS
 DB0141  HISTORY     - 1981     GOOD             NGS
 DB0141  HISTORY     - 1981     GOOD             NGS
 DB0141  HISTORY     - 20090207 POOR             GEOCAC
 DB0141
 DB0141                          STATION DESCRIPTION
 DB0141
 DB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0141'3.7 MI E FROM LIGURTA.
 DB0141'3.7 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 26.13 FEET
 DB0141'WEST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST.
 DB0141
 DB0141                          STATION RECOVERY (1981)
 DB0141
 DB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0141'8.6 KM (5.35 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0141'WELLTON, 0.2 KM (0.1 MI) SOUTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0141'MILEPOLE 764, SET ON TOP OF A SMALL GRAVEL COVERED KNOLL, 30.5 M
 DB0141'(100 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.8 M (52.0 FT)
 DB0141'NORTHEAST OF THE NORTHEAST RAIL, 36.0 FT) 118 FT) WEST OF A GAS
 DB0141'PIPELINE VALVE MAIN, 7.9 M (26.1 FT) WEST OF STATION DUBE.
 DB0141'THE MARK IS 2.4 M ABOVE THE TRACKS.
 DB0141
 DB0141                          STATION RECOVERY (1981)
 DB0141
 DB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0141'8.6 KM (5.35 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0141'WELLTON, 0.2 KM (0.1 MI) SOUTHEAST OF SOUTHERN PACIFIC RAILROAD
 DB0141'MILEPOLE 764, SET ON TOP OF A SMALL GRAVEL COVERED KNOLL, 30.5 M
 DB0141'(100 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.8 M (52.0 FT)
 DB0141'NORTHEAST OF THE NORTHEAST RAIL, 36.0 FT) 118 FT) WEST OF A GAS
 DB0141'PIPELINE VALVE MAIN, 7.9 M (26.1 FT) WEST OF STATION DUBE.
 DB0141'THE MARK IS 2.4 M ABOVE THE TRACKS.
 DB0141
 DB0141                          STATION RECOVERY (1981)
 DB0141
 DB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0141'RECOVERED IN GOOD CONDITION.
 DB0141
 DB0141                          STATION RECOVERY (2009)
 DB0141
 DB0141'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0141'A SIGNIFICANT AMOUNT OF SOIL HAS ERODED AWAY FROM THE SIDES OF THE
 DB0141'MONUMENT AND ITS
 DB0141'STABILITY IS QUESTIONABLE AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1024 ***********************************************************************
 ES1024  DESIGNATION -  DUD
 ES1024  PID         -  ES1024
 ES1024  STATE/COUNTY-  AZ/YAVAPAI
 ES1024  USGS QUAD   -  CAMP VERDE (1969)
 ES1024
 ES1024                         *CURRENT SURVEY CONTROL
 ES1024  ___________________________________________________________________
 ES1024* NAD 83(1992)-  34 36 26.01713(N)    111 47 21.53235(W)     ADJUSTED  
 ES1024* NAVD 88     -      1208.     (meters)    3963.     (feet)  SCALED    
 ES1024  ___________________________________________________________________
 ES1024  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 ES1024  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 ES1024  HORZ ORDER  -  SECOND
 ES1024
 ES1024.The horizontal coordinates were established by classical geodetic methods
 ES1024.and adjusted by the National Geodetic Survey in August 1993.
 ES1024
 ES1024.The orthometric height was scaled from a topographic map.
 ES1024
 ES1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1024
 ES1024.The geoid height was determined by GEOID03.
 ES1024
 ES1024;                    North         East     Units Scale Factor Converg.
 ES1024;SPC AZ C     -   400,012.891   225,039.856   MT  0.99990168   +0 04 20.4
 ES1024;SPC AZ C     - 1,312,378.25    738,319.74   iFT  0.99990168   +0 04 20.4
 ES1024;UTM  12      - 3,829,770.564   427,630.448   MT  0.99966455   -0 26 53.9
 ES1024
 ES1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1024!SPC AZ C     -   0.99981446  x   0.99990168  =   0.99971616
 ES1024!UTM  12      -   0.99981446  x   0.99966455  =   0.99947908
 ES1024
 ES1024|---------------------------------------------------------------------|
 ES1024| PID    Reference Object                     Distance      Geod. Az  |
 ES1024|                                                           dddmmss.s |
 ES1024| CH3070 DUD RM 1                              6.489 METERS 02334     |
 ES1024| CH3071 DUD RM 2                              6.299 METERS 11916     |
 ES1024| ES1021 TOP                                 APPROX. 4.5 KM 2435049.9 |
 ES1024|---------------------------------------------------------------------|
 ES1024
 ES1024                          SUPERSEDED SURVEY CONTROL
 ES1024
 ES1024  NAD 83(1986)-  34 36 26.01187(N)    111 47 21.52892(W) AD(       ) 2
 ES1024  NAD 27      -  34 36 25.92080(N)    111 47 18.98900(W) AD(       ) 2
 ES1024
 ES1024.Superseded values are not recommended for survey control.
 ES1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1024.See file dsdata.txt to determine how the superseded data were derived.
 ES1024
 ES1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2763029771(NAD 83)
 ES1024_MARKER: DS = TRIANGULATION STATION DISK
 ES1024_SETTING: 66 = SET IN ROCK OUTCROP
 ES1024
 ES1024  HISTORY     - Date     Condition        Report By
 ES1024  HISTORY     - 1959     MONUMENTED       CGS
 ES1024
 ES1024                          STATION DESCRIPTION
 ES1024
 ES1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1024'THE STATION IS ABOUT 5 MILES NORTHEAST OF CAMP VERDE AND 2.2
 ES1024'MILES SOUTH OF MC GUIREVILLE, ON THE NORTHERNMOST OF SEVERAL SMALL
 ES1024'FLAT-TOPPED HILLS OF ABOUT THE SAME ELEVATION.
 ES1024'
 ES1024'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1024'SOUTHWARD ON THE PAVED ROAD TOWARD PINE AND PAYSON FOR 5.5 MILES
 ES1024'TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AS PER SIGN TIGER
 ES1024'FLAGSTONE CO. 9, AND GO NORTHWARD FOR 5.5 MILES TO A TRACK ROAD
 ES1024'LEFT JUST AFTER CROSSING A SMALL CONCRETE BRIDGE, TURN LEFT ON
 ES1024'THE TRACK ROAD AND GO SOUTHWESTERLY FOR 0.3 MILE TO A WIRE GATE,
 ES1024'GO THROUGH THE GATE AND CONTINUE FOR 0.75 MILE TO A FORK.  TAKE
 ES1024'THE RIGHT FORK, UPGRADE, AND GO 0.7 MILE TO A FORK, TAKE THE
 ES1024'ROAD RIGHT AND GO 2.2 MILES TO A FORK, TAKE THE DIM ROAD TO THE
 ES1024'RIGHT AND GO NORTHERLY ALONG THE BASE OF SEVERAL SMALL HILLS
 ES1024'FOR 1.1 MILES, TURN LEFT LEAVING THE TRACK ROAD AND PICK A
 ES1024'WAY UPGRADE FOR ABOUT 0.05 MILE TO THE END OF TRUCK TRAVEL.
 ES1024'PACK ABOUT 600 FEET TO THE TOP OF THE HILL AND THE STATION.
 ES1024'
 ES1024'TRIANGULATION STATION TOP CAN BE USED AS AN AZIMUTH MARK.
 ES1024'(SEE DESCRIPTION THEREOF.)
 ES1024'
 ES1024'THE STATION MARK IS A STANDARD DISK STAMPED DUD 1959, SET IN A
 ES1024'DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS NEAR THE CENTER OF THE
 ES1024'FLAT HILLTOP AND 17.2 FEET WEST OF A WITNESS POST.
 ES1024'
 ES1024'R.M. 1 IS A STANDARD DISK STAMPED DUD NO 1 1959, SET IN A DRILL
 ES1024'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 21.8 FEET NORTHEAST OF THE
 ES1024'WITNESS POST.
 ES1024'
 ES1024'R.M. 2 IS A STANDARD DISK STAMPED DUD NO 2 1959, SET IN A DRILL
 ES1024'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 9.1 FEET SOUTHWEST OF THE
 ES1024'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1903 ***********************************************************************
 CZ1903  DESIGNATION -  DUDLEY
 CZ1903  PID         -  CZ1903
 CZ1903  STATE/COUNTY-  AZ/PINAL
 CZ1903  USGS QUAD   -  CROZIER PEAK (1949)
 CZ1903
 CZ1903                         *CURRENT SURVEY CONTROL
 CZ1903  ___________________________________________________________________
 CZ1903* NAD 83(1992)-  32 58 17.75008(N)    110 52 39.37358(W)     ADJUSTED  
 CZ1903* NAVD 88     -      1188.7    (meters)    3900.     (feet)  VERTCON   
 CZ1903  ___________________________________________________________________
 CZ1903  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CZ1903  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CZ1903  HORZ ORDER  -  FIRST
 CZ1903
 CZ1903.The horizontal coordinates were established by classical geodetic methods
 CZ1903.and adjusted by the National Geodetic Survey in August 1993.
 CZ1903
 CZ1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1903
 CZ1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1903
 CZ1903.The geoid height was determined by GEOID03.
 CZ1903
 CZ1903;                    North         East     Units Scale Factor Converg.
 CZ1903;SPC AZ C     -   219,081.205   310,487.343   MT  1.00001628   +0 33 55.9
 CZ1903;SPC AZ C     -   718,770.36  1,018,659.26   iFT  1.00001628   +0 33 55.9
 CZ1903;UTM  12      - 3,648,144.867   511,437.411   MT  0.99960161   +0 03 59.8
 CZ1903
 CZ1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1903!SPC AZ C     -   0.99981788  x   1.00001628  =   0.99983416
 CZ1903!UTM  12      -   0.99981788  x   0.99960161  =   0.99941956
 CZ1903
 CZ1903|---------------------------------------------------------------------|
 CZ1903| PID    Reference Object                     Distance      Geod. Az  |
 CZ1903|                                                           dddmmss.s |
 CZ1903| CC7303 DUDLEY RM 2                          12.914 METERS 03053     |
 CZ1903| DU1985 HAYDEN LARGE BRICK STACK            APPROX.10.2 KM 0680343.7 |
 CZ1903| CC7301 DUDLEY AZ MK                                       0943654.1 |
 CZ1903| CC7302 DUDLEY RM 1                          23.638 METERS 24728     |
 CZ1903|---------------------------------------------------------------------|
 CZ1903
 CZ1903                          SUPERSEDED SURVEY CONTROL
 CZ1903
 CZ1903  NAD 83(1986)-  32 58 17.74498(N)    110 52 39.37146(W) AD(       ) 1
 CZ1903  NAD 27      -  32 58 17.50200(N)    110 52 36.97800(W) AD(       ) 1
 CZ1903  NGVD 29 (07/19/86) 1188.0    (m)         3898.     (f) VERT ANG    3  
 CZ1903
 CZ1903.Superseded values are not recommended for survey control.
 CZ1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1903.See file dsdata.txt to determine how the superseded data were derived.
 CZ1903
 CZ1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1143748145(NAD 83)
 CZ1903_MARKER: DS = TRIANGULATION STATION DISK
 CZ1903_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1903
 CZ1903  HISTORY     - Date     Condition        Report By
 CZ1903  HISTORY     - 1935     MONUMENTED       CGS
 CZ1903  HISTORY     - 1948     GOOD             CGS
 CZ1903  HISTORY     - 1967     GOOD             AMS
 CZ1903
 CZ1903                          STATION DESCRIPTION
 CZ1903
 CZ1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1903'ABOUT 7 MILES SOUTHWEST OF WINKELMAN, AND ABOUT ONE-HALF
 CZ1903'MILE NORTHEAST OF CROZIER PEAK, ON THE SHOULDER OF THE RIDGE,
 CZ1903'ON THE HIGHEST POINT NORTHEAST OF CROZIER PEAK, AND ABOUT 150
 CZ1903'YARDS FROM A DIP IN THE RIDGE WHICH IS TOWARD CROZIER PEAK.
 CZ1903'THERE IS A CANYON ON THE NORTH AND SOUTH SIDES OF THE RIDGE.
 CZ1903'MARKED BY A STANDARD BRONZE DISK.
 CZ1903'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK
 CZ1903'IS 23.685 METERS (77.71 FEET) FROM STATION.
 CZ1903'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1903'REFERENCE DISK, IS 12.930 METERS (42.42 FEET) FROM
 CZ1903'STATION.
 CZ1903
 CZ1903                          STATION RECOVERY (1948)
 CZ1903
 CZ1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1903'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CZ1903'CONDITION EXCEPT FOR DIFFERENCES IN DISTANCE TO REFERENCE
 CZ1903'MARKS.  THE CORRECT DISTANCES ARE SHOWN BELOW.  AN AZIMUTH MARK
 CZ1903'WAS ESTABLISHED.
 CZ1903'
 CZ1903'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF WINKELMAN AND
 CZ1903'ABOUT 1/2 MILE NORTHEAST OF COZIER PEAK AND ABOUT 150 YARDS
 CZ1903'FROM A DIP IN THE RIDGE WHICH IS TOWARD COZIER PEAK.  IT IS
 CZ1903'ON THE SHOULDER OF THE RIDGE AND HIGHEST POINT NORTHEAST
 CZ1903'OF COZIER PEAK.  THERE IS A CANYON ON THE NORTH AND SOUTH SIDES
 CZ1903'OF THE RIDGE.  STATION MARKED BY A BRONZE DISK
 CZ1903'SET FLUSH WITH THE GROUND.
 CZ1903'
 CZ1903'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 CZ1903'WHICH PROJECTS ABOUT 14 INCHES ABOVE THE GROUND.  THE MARK
 CZ1903'IS STAMPED--DUDLEY NO 1 1935 AND IS ABOUT 8 FEET LOWER THAN
 CZ1903'THE STATION.
 CZ1903'
 CZ1903'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN OUTCROPPING
 CZ1903'BEDROCK WHICH PROJECTS ABOUT 10 INCHES.  THE MARK IS STAMPED--DUDLEY
 CZ1903'NO 2 1935 AND IS ABOUT SIX FEET LOWER THAN THE STATION.
 CZ1903'
 CZ1903'THE AZIMUTH MARK IS SET ON TOP OF A RIDGE ABOUT 0.2 MILE
 CZ1903'SOUTH OF THE MAIN WASH LEADING TO THE STATION, ABOUT 5 FEET
 CZ1903'LOWER THAN THE HIGHEST PART OF THE RIDGE, AND 6 FEET WEST
 CZ1903'OF A WHITE WITNESS POST.  THE MARK IS A BRONZE DISK SET
 CZ1903'IN BEDROCK OUTCROP AND STAMPED--DUDLEY 1947.
 CZ1903'
 CZ1903'TO REACH THE STATION FROM THE POST OFFICE IN WINKELMAN, GO SOUTH
 CZ1903'0.25 MILES TO A SIDE ROAD RIGHT AT A CATTLE GUARD ON THE
 CZ1903'LEFT.  TURN RIGHT AND GO 0.45 MILE.  FORD THE SAN PEDRO RIVER
 CZ1903'AND CONTINUE 0.55 MILE TO A FORK AT HOUSE ON THE LEFT.  HERE
 CZ1903'TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 0.6 MILE TO A FORK.
 CZ1903'KEEP RIGHT AND CONTINUE FOR 3.3 MILES TO A DIM TRACK ROAD
 CZ1903'UP WASH AT A TREE ON THE RIGHT WITH SEVERAL BLAZES.  TURN
 CZ1903'LEFT AND FOLLOW THE DIM TRACK UP THE MAIN BIG WASH FOR 2.65
 CZ1903'MILES TO A FORK IN THE WASH (AZIMUTH MARK IS ON SMALL HILL
 CZ1903'ABOUT 0.1 MILE BEFORE REACHING FORK).  TAKE THE RIGHT FORK
 CZ1903'OF THE WASH AND GO 0.5 MILE TO A GATE.  PASS THROUGH GATE
 CZ1903'AND CONTINUE FOR 0.25 MILE TO ANOTHER FORK IN THE WASH AT
 CZ1903'A TREE ON THE RIGHT WITH SEVERAL BLAZES.  CONTINUE LEFT
 CZ1903'UP WASH 0.1 MILE.  TURN RIGHT UP DUGWAY FOR 0.5 MILE TO
 CZ1903'SMALL MINE AND END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ1903'NORTHERLY AROUND SIDE OF RIDGE KEEPING AT ABOUT THE SAME
 CZ1903'ELEVATION AS THE MINE UNTIL REACHING WASH.  FOLLOW UP WASH
 CZ1903'FOR A SHORT DISTANCE AND THEN GRADUALLY WORK WAY UP ON
 CZ1903'TOP OF RIDGE ON RIGHT, KEEPING IN A NORTHWESTERLY
 CZ1903'DIRECTION.  FOLLOW ALONG TOP OF RIDGE TO HIGHEST POINT
 CZ1903'AND STATION SITE.  ABOUT A 45-MINUTE PACK.
 CZ1903
 CZ1903                          STATION RECOVERY (1967)
 CZ1903
 CZ1903'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1903'LOCATED APPROXIMATELY 6.0 AIRMILES (SW) OF HAYDEN, ARIZONA
 CZ1903'AND 8.0 AIRMILES (SE) OF KEARNY, ARIZONA.
 CZ1903'
 CZ1903'TO REACH FROM INTERSECTION OF STATE HWY 177 AND 77 IN WINKELMAN,
 CZ1903'ARIZONA, GO (S) ON HWY 77 0.6 MI TO UNIMPROVED DIRT ROAD,
 CZ1903'TURN RIGHT (W) GO 1.4 MI TO Y RD INTERSECTION, TAKE RIGHT
 CZ1903'FORK (W) 3.7 MI TO T RD INTERSECTION, GO LEFT (SW) 2.7 MI TO
 CZ1903'JEEP TRAIL, TURN RIGHT (W) GO 0.8 MI TO END OF TRAIL.  STATION
 CZ1903'IS  N 75 DEG W. CONDITION OF STATION GOOD.
 CZ1903'APPROXIMATELY 45 MINUTE PACK.
 CZ1903'
 CZ1903'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK SET IN BEDROCK
 CZ1903'AND STAMPED DUDLEY 1935 RM 1.
 CZ1903'
 CZ1903'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK SET IN BEDROCK
 CZ1903'AND STAMPED DUDLEY 1935 R.M. 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4513 ***********************************************************************
 DH4513  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4513  DESIGNATION -  DUECECLUBSAZ2005 CORS ARP
 DH4513  CORS_ID     -  P015
 DH4513  PID         -  DH4513
 DH4513  STATE/COUNTY-  AZ/NAVAJO
 DH4513  USGS QUAD   -  SHOW LOW NORTH (1970)
 DH4513
 DH4513                         *CURRENT SURVEY CONTROL
 DH4513  ___________________________________________________________________
 DH4513* NAD 83(CORS)-  34 15 49.70262(N)    110 00 34.10236(W)     ADJUSTED  
 DH4513* NAVD 88     -              **(meters)            **(feet)            
 DH4513  ___________________________________________________________________
 DH4513  EPOCH DATE  -        2002.00
 DH4513  X           -  -1,806,151.154 (meters)                     COMP
 DH4513  Y           -  -4,959,807.910 (meters)                     COMP
 DH4513  Z           -   3,571,755.862 (meters)                     COMP
 DH4513  ELLIP HEIGHT-        1931.100 (meters)          (07/??/05) ADJUSTED
 DH4513  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DH4513  HORZ ORDER  -  SPECIAL (CORS)
 DH4513  ELLP ORDER  -  SPECIAL (CORS)
 DH4513
 DH4513.ITRF positions are available for this station.
 DH4513.The coordinates were established by GPS observations
 DH4513.and adjusted by the National Geodetic Survey in July 2005.
 DH4513.The coordinates are valid at the epoch date displayed above.
 DH4513.The epoch date for horizontal control is a decimal equivalence
 DH4513.of Year/Month/Day.
 DH4513
 DH4513
 DH4513.The PID for the CORS L1 Phase Center is DH4514.
 DH4513
 DH4513.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4513
 DH4513.The ellipsoidal height was determined by GPS observations
 DH4513.and is referenced to NAD 83.
 DH4513
 DH4513.The geoid height was determined by GEOID03.
 DH4513
 DH4513;                    North         East     Units Scale Factor Converg.
 DH4513;SPC AZ E     -   361,924.755   227,835.826   MT  0.99990258   +0 05 18.6
 DH4513;SPC AZ E     - 1,187,417.18    747,492.87   iFT  0.99990258   +0 05 18.6
 DH4513
 DH4513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4513!SPC AZ E     -   0.99969695  x   0.99990258  =   0.99959956
 DH4513
 DH4513                          SUPERSEDED SURVEY CONTROL
 DH4513
 DH4513.No superseded survey control is available for this station.
 DH4513
 DH4513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9119191851(NAD 83)
 DH4513_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4513
 DH4513                          STATION DESCRIPTION
 DH4513
 DH4513'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4513'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4513'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4513'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4513'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4513'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4514 ***********************************************************************
 DH4514  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4514  DESIGNATION -  DUECECLUBSAZ2005 CORS L1 PHASE CENTER
 DH4514  CORS_ID     -  P015
 DH4514  PID         -  DH4514
 DH4514  STATE/COUNTY-  AZ/NAVAJO
 DH4514  USGS QUAD   -  SHOW LOW NORTH (1970)
 DH4514
 DH4514                         *CURRENT SURVEY CONTROL
 DH4514  ___________________________________________________________________
 DH4514* NAD 83(CORS)-  34 15 49.70266(N)    110 00 34.10234(W)     ADJUSTED  
 DH4514* NAVD 88     -              **(meters)            **(feet)            
 DH4514  ___________________________________________________________________
 DH4514  EPOCH DATE  -        2002.00
 DH4514  X           -  -1,806,151.184 (meters)                     COMP
 DH4514  Y           -  -4,959,807.994 (meters)                     COMP
 DH4514  Z           -   3,571,755.925 (meters)                     COMP
 DH4514  ELLIP HEIGHT-        1931.210 (meters)          (07/??/05) ADJUSTED
 DH4514  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DH4514  HORZ ORDER  -  SPECIAL (CORS)
 DH4514  ELLP ORDER  -  SPECIAL (CORS)
 DH4514
 DH4514.ITRF positions are available for this station.
 DH4514.The coordinates were established by GPS observations
 DH4514.and adjusted by the National Geodetic Survey in July 2005.
 DH4514.The coordinates are valid at the epoch date displayed above.
 DH4514.The epoch date for horizontal control is a decimal equivalence
 DH4514.of Year/Month/Day.
 DH4514
 DH4514
 DH4514.The PID for the CORS ARP is DH4513.
 DH4514
 DH4514.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4514
 DH4514.The ellipsoidal height was determined by GPS observations
 DH4514.and is referenced to NAD 83.
 DH4514
 DH4514.The geoid height was determined by GEOID03.
 DH4514
 DH4514;                    North         East     Units Scale Factor Converg.
 DH4514;SPC AZ E     -   361,924.757   227,835.827   MT  0.99990258   +0 05 18.6
 DH4514;SPC AZ E     - 1,187,417.18    747,492.87   iFT  0.99990258   +0 05 18.6
 DH4514
 DH4514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4514!SPC AZ E     -   0.99969693  x   0.99990258  =   0.99959954
 DH4514
 DH4514                          SUPERSEDED SURVEY CONTROL
 DH4514
 DH4514.No superseded survey control is available for this station.
 DH4514
 DH4514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9119191851(NAD 83)
 DH4514_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4514
 DH4514                          STATION DESCRIPTION
 DH4514
 DH4514'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4514'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4514'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4514'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4514'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4514'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4515 ***********************************************************************
 DH4515  DESIGNATION -  DUECECLUBSAZ2005 GRP
 DH4515  PID         -  DH4515
 DH4515  STATE/COUNTY-  AZ/NAVAJO
 DH4515  USGS QUAD   -  SHOW LOW NORTH (1970)
 DH4515
 DH4515                         *CURRENT SURVEY CONTROL
 DH4515  ___________________________________________________________________
 DH4515* NAD 83(CORS)-  34 15 49.70262(N)    110 00 34.10236(W)     ADJUSTED  
 DH4515* NAVD 88     -              **(meters)            **(feet)            
 DH4515  ___________________________________________________________________
 DH4515  EPOCH DATE  -        2002.00
 DH4515  X           -  -1,806,151.151 (meters)                     COMP
 DH4515  Y           -  -4,959,807.903 (meters)                     COMP
 DH4515  Z           -   3,571,755.857 (meters)                     COMP
 DH4515  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DH4515  ELLIP HEIGHT-        1931.092 (meters)          (07/??/05) ADJUSTED
 DH4515  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DH4515  HORZ ORDER  -  A
 DH4515  ELLP ORDER  -  FOURTH    CLASS I
 DH4515
 DH4515.ITRF positions are available for this station.
 DH4515.The horizontal coordinates were established by GPS observations
 DH4515.and adjusted by the National Geodetic Survey in July 2005.
 DH4515.The horizontal coordinates are valid at the epoch date displayed above.
 DH4515.The epoch date for horizontal control is a decimal equivalence
 DH4515.of Year/Month/Day.
 DH4515
 DH4515
 DH4515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4515
 DH4515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4515
 DH4515.The ellipsoidal height was determined by GPS observations
 DH4515.and is referenced to NAD 83.
 DH4515
 DH4515.The geoid height was determined by GEOID03.
 DH4515
 DH4515;                    North         East     Units Scale Factor Converg.
 DH4515;SPC AZ E     -   361,924.755   227,835.826   MT  0.99990258   +0 05 18.6
 DH4515;SPC AZ E     - 1,187,417.18    747,492.87   iFT  0.99990258   +0 05 18.6
 DH4515;UTM  12      - 3,791,850.740   591,190.967   MT  0.99970250   +0 33 27.8
 DH4515
 DH4515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4515!SPC AZ E     -   0.99969695  x   0.99990258  =   0.99959956
 DH4515!UTM  12      -   0.99969695  x   0.99970250  =   0.99939954
 DH4515
 DH4515                          SUPERSEDED SURVEY CONTROL
 DH4515
 DH4515.No superseded survey control is available for this station.
 DH4515
 DH4515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9119191851(NAD 83)
 DH4515_STAMPING: UNKNOWN
 DH4515'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P015'
 DH4515'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH4515'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4515'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4515'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4515'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH4515'
 DH4515' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0272 ***********************************************************************
 GQ0272  DESIGNATION -  DUFFER
 GQ0272  PID         -  GQ0272
 GQ0272  STATE/COUNTY-  AZ/COCONINO
 GQ0272  USGS QUAD   -  COYOTE BUTTES (1988)
 GQ0272
 GQ0272                         *CURRENT SURVEY CONTROL
 GQ0272  ___________________________________________________________________
 GQ0272* NAD 83(1992)-  36 56 53.03737(N)    112 00 50.20278(W)     ADJUSTED  
 GQ0272* NAVD 88     -      2000.9    (meters)    6565.     (feet)  VERTCON   
 GQ0272  ___________________________________________________________________
 GQ0272  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 GQ0272  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 GQ0272  HORZ ORDER  -  THIRD
 GQ0272
 GQ0272.The horizontal coordinates were established by classical geodetic methods
 GQ0272.and adjusted by the National Geodetic Survey in August 1993.
 GQ0272
 GQ0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0272
 GQ0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0272
 GQ0272.The geoid height was determined by GEOID03.
 GQ0272
 GQ0272;                    North         East     Units Scale Factor Converg.
 GQ0272;SPC AZ C     -   659,711.600   204,696.053   MT  0.99990092   -0 03 30.5
 GQ0272;SPC AZ C     - 2,164,408.14    671,574.98   iFT  0.99990092   -0 03 30.5
 GQ0272;UTM  12      - 4,089,591.376   409,720.502   MT  0.99970040   -0 36 34.3
 GQ0272
 GQ0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0272!SPC AZ C     -   0.99968959  x   0.99990092  =   0.99959054
 GQ0272!UTM  12      -   0.99968959  x   0.99970040  =   0.99939008
 GQ0272
 GQ0272:                Primary Azimuth Mark                     Grid Az
 GQ0272:SPC AZ C     -  HOUSEROCK                                209 55 52.6
 GQ0272:UTM  12      -  HOUSEROCK                                210 28 56.4
 GQ0272
 GQ0272|---------------------------------------------------------------------|
 GQ0272| PID    Reference Object                     Distance      Geod. Az  |
 GQ0272|                                                           dddmmss.s |
 GQ0272| GQ0253 HOUSEROCK                           APPROX.17.4 KM 2095222.1 |
 GQ0272|---------------------------------------------------------------------|
 GQ0272
 GQ0272                          SUPERSEDED SURVEY CONTROL
 GQ0272
 GQ0272  NAD 83(1986)-  36 56 53.03681(N)    112 00 50.20423(W) AD(       ) 3
 GQ0272  NAD 27      -  36 56 53.09290(N)    112 00 47.54629(W) AD(       ) 3
 GQ0272  NGVD 29 (07/19/86) 1999.9    (m)         6561.     (f) VERT ANG    3  
 GQ0272
 GQ0272.Superseded values are not recommended for survey control.
 GQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0272.See file dsdata.txt to determine how the superseded data were derived.
 GQ0272
 GQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0972189591(NAD 83)
 GQ0272_MARKER: DS = TRIANGULATION STATION DISK
 GQ0272_SETTING: 80 = SET IN A BOULDER
 GQ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0272+STABILITY: SURFACE MOTION
 GQ0272
 GQ0272  HISTORY     - Date     Condition        Report By
 GQ0272  HISTORY     - 1933     MONUMENTED       USGS
 GQ0272  HISTORY     - 1953     GOOD             USGS
 GQ0272
 GQ0272                          STATION DESCRIPTION
 GQ0272
 GQ0272'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0272'RECOVERED IN GOOD CONDITION.
 GQ0272'
 GQ0272'LOCATED ABOUT 1 MI E. OF COYOTE SPRINGS.  ON SOUTH ONE OF HIGHEST
 GQ0272'POINTS COMPOSING COYOTE BUTTES.
 GQ0272'
 GQ0272'TO REACH TAKE GOOD RD. WHICH LEADS TO COYOTE SPRINGS FROM NORTH
 GQ0272'RD. OR WINTER ROUTE FROM KANAB, UTAH TO GRAND CANYON BRIDGE AT
 GQ0272'POINT WHERE THIS RD. MAKES RIGHT-ANGLE TURN TO S.  SPRING IS 1.5
 GQ0272'MI NE. OF THIS POINT.  CAN BE REACHED WITH LESS CLIMBING BY
 GQ0272'FOLLOWING RD. WHICH TURNS E. OF WINTER ROUTE ABOUT 1 MI AT POINT
 GQ0272'0.5 MI S. OF ANGLE MENTIONED ABOVE.  THEN ON DIM T-RD. N. THROUGH
 GQ0272'SANDHILLS TO STATION.
 GQ0272'
 GQ0272'STATION MARK--STANDARD TABLET STAMPED---DUFFER 1933---, CEMENTED IN
 GQ0272'ROCK UNDER CENTER OF OLD 4.5-FT. CAIRN.
 GQ0272'
 GQ0272'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GQ0272'
 GQ0272'RM 2--CROSS CUT IN ROCK 15 FT. BELOW STATION.
 GQ0272
 GQ0272                          STATION RECOVERY (1953)
 GQ0272
 GQ0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GQ0272'THE N. PART OF THE PARIA PLATEAU IS BOUNDED ON THE W. BY A PARAPET OF
 GQ0272'RED SANDSTONE, ABOUNDING IN CRAGGY POINTS IN COCONINO COUNTY, ARIZONA.
 GQ0272'THE HIGHEST OF THESE IS THE DUFFER STATION.
 GQ0272'
 GQ0272'STATION MARK - A SMALL CAIRN PERCHED ON A SUMMIT NATURALLY ACUTE.
 GQ0272'
 GQ0272'STATION IS ON S. ONE OF HIGHEST POINTS COMPOSING
 GQ0272'COYOTE BUTTES, AND IS ABOUT 1.0 MI. E. OF COYOTE SPRINGS.  A VERY GOOD
 GQ0272'RD. LEADS TO COYOTE SPRINGS FROM THE N. RD. OR (WINTER ROUTE), FROM
 GQ0272'KANAB, UTAH TO GRAND CANYON BRIDGE AT A POINT WHERE THIS RD. MAKES A
 GQ0272'RIGHT ANGLE TO TURN S. THE SPRING IS 1.5 MI. NE. FROM THIS POINT.
 GQ0272'STATION CAN BE REACHED WITH LESS CLIMBING BY FOLLOWING A RD. WHICH
 GQ0272'TURNS E. OF WINTER ROUTE AT POINT 0.5 MI. S. OF ANGLE MENTIONED ABOVE
 GQ0272'FOR ABOUT 1.0 MI., THEN ON DIM T-RD. N. THROUGH SANDHILLS TOWARD
 GQ0272'STATION.  A PORTION OF ORIGINAL CAIRN WAS FOUND STANDING.
 GQ0272'
 GQ0272'STATION MARK - STANDARD TABLET STAMPED --- DUFFER 1933--- CEMENTED IN
 GQ0272'ROCK UNDER CENTER OF 4.5 FT. OLD CAIRN.
 GQ0272'
 GQ0272'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED---NO.1---
 GQ0272'CEMENTED IN ROCK, 11.75 FT. FROM STATION MARK, N 26 DEG 45 MIN W.
 GQ0272'
 GQ0272'REFERENCE MARK NO.2 - CROSS CUT IN ROCK, 15 FT. BELOW STATION IN
 GQ0272'ELEVATION AND 5.58 FT. HORIZONTAL DISTANCE, N 34 DEG 05 MIN E.
 GQ0272'
 GQ0272'STATION ORIGINALLY ESTABLISHED BY POWELL SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3532 ***********************************************************************
 AA3532  SACS        -  This is a Secondary Airport Control Station.
 AA3532  DESIGNATION -  DUG AP STA A2
 AA3532  PID         -  AA3532
 AA3532  STATE/COUNTY-  AZ/COCHISE
 AA3532  USGS QUAD   -  DOUGLAS NE (1978)
 AA3532
 AA3532                         *CURRENT SURVEY CONTROL
 AA3532  ___________________________________________________________________
 AA3532* NAD 83(2007)-  31 28 27.92628(N)    109 36 50.63018(W)     ADJUSTED  
 AA3532* NAVD 88     -      1252.77   (meters)    4110.1    (feet)  GPS OBS   
 AA3532  ___________________________________________________________________
 AA3532  EPOCH DATE  -        2007.00
 AA3532  X           -  -1,828,047.418 (meters)                     COMP
 AA3532  Y           -  -5,129,768.713 (meters)                     COMP
 AA3532  Z           -   3,311,508.579 (meters)                     COMP
 AA3532  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 AA3532  ELLIP HEIGHT-        1225.438 (meters)          (02/10/07) ADJUSTED
 AA3532  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA3532
 AA3532  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3532  Type    PID    Designation                      North   East  Ellip
 AA3532  -------------------------------------------------------------------
 AA3532  NETWORK AA3532 DUG AP STA A2                     0.45   0.41   1.27
 AA3532  -------------------------------------------------------------------
 AA3532
 AA3532.This mark is at Bisbee Douglas Intl Airport (DUG)
 AA3532
 AA3532.The horizontal coordinates were established by GPS observations
 AA3532.and adjusted by the National Geodetic Survey in February 2007.
 AA3532
 AA3532.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3532.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3532.The horizontal coordinates are valid at the epoch date displayed above.
 AA3532.The epoch date for horizontal control is a decimal equivalence
 AA3532.of Year/Month/Day.
 AA3532
 AA3532.The orthometric height was determined by GPS observations and a
 AA3532.high-resolution geoid model.
 AA3532
 AA3532.GPS derived orthometric heights for airport stations designated as
 AA3532.PACS or SACS are published to 2 decimal places.  This maintains
 AA3532.centimeter relative accuracy between the PACS and SACS.  It does
 AA3532.not indicate centimeter accuracy relative to other marks which are
 AA3532.part of the NAVD 88 network.
 AA3532
 AA3532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3532
 AA3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3532
 AA3532.The ellipsoidal height was determined by GPS observations
 AA3532.and is referenced to NAD 83.
 AA3532
 AA3532.The geoid height was determined by GEOID03.
 AA3532
 AA3532;                    North         East     Units Scale Factor Converg.
 AA3532;SPC AZ E     -    52,728.020   265,867.949   MT  0.99993399   +0 17 18.7
 AA3532;SPC AZ E     -   172,992.19    872,270.17   iFT  0.99993399   +0 17 18.7
 AA3532;UTM  12      - 3,483,013.446   631,656.175   MT  0.99981379   +0 43 25.4
 AA3532
 AA3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3532!SPC AZ E     -   0.99980761  x   0.99993399  =   0.99974161
 AA3532!UTM  12      -   0.99980761  x   0.99981379  =   0.99962144
 AA3532
 AA3532                          SUPERSEDED SURVEY CONTROL
 AA3532
 AA3532  ELLIP H (01/12/01) 1225.450  (m)                       GP(       ) 4 1
 AA3532  NAD 83(1992)-  31 28 27.92577(N)    109 36 50.62971(W) AD(       ) 1
 AA3532  ELLIP H (09/30/94) 1225.547  (m)                       GP(       ) 4 1
 AA3532  NGVD 29 (09/30/94) 1252.0    (m)         4108.     (f) GPS OBS     3  
 AA3532
 AA3532.Superseded values are not recommended for survey control.
 AA3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3532.See file dsdata.txt to determine how the superseded data were derived.
 AA3532
 AA3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3165683013(NAD 83)
 AA3532_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3532_SP_SET: CONCRETE POST
 AA3532_STAMPING: AP 1964 STA A2
 AA3532_MARK LOGO: NOS   
 AA3532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3532+STABILITY: SURFACE MOTION
 AA3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3532+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3532
 AA3532  HISTORY     - Date     Condition        Report By
 AA3532  HISTORY     - 1964     MONUMENTED       CGS
 AA3532  HISTORY     - 19880615 GOOD             NGS
 AA3532  HISTORY     - 19951219 GOOD             CHANCE
 AA3532  HISTORY     - 19970619 GOOD             NGS
 AA3532
 AA3532                          STATION DESCRIPTION
 AA3532
 AA3532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 AA3532'LOCATED AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, WHICH IS 20.0 MI
 AA3532'(32.2 KM) EAST OF BISBEE, 6.0 MI (9.7 KM) NORTH OF DOUGLAS AND 9.0 MI
 AA3532'(14.5 KM) SOUTH OF MCNEIL. THE STATION IS LOCATED IN THE NORTHWEST
 AA3532'SECTION OF THE AIRPORT ON THE NORTH SIDE OF RUNWAY END 8.
 AA3532'BISBEE-DOUGLAS INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD, TO
 AA3532'GAIN ACCESS TO THE AIRFIELD CONTACT, JAMES C. OLSON (FACILITY
 AA3532'MANAGER), COUNTY OF COCHISE, FACILITIES MANAGEMENT, 619 MELODY LANE,
 AA3532'BISBEE, AZ 85603-3090.  PHONE NUMBER (602) 432-9412. TO REACH THE
 AA3532'STATION FROM THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, PROCEED
 AA3532'NORTHWEST THEN NORTH ALONG RAMP FOR 4.5 MI (7.2 KM)  TO A TAXIWAY ON
 AA3532'THE LEFT. TURN LEFT AND PROCEED WESTERLY ALONG TAXIWAY FOR 0.3 MI (0.5
 AA3532'KM) TO RUNWAY 17-35. TURN RIGHT HEADING NORTH ALONG RUNWAY 17-35 FOR
 AA3532'0.8 MI (1.3 KM) TO THE JUNCTION WITH RUNWAY 8-26. TURN LEFT HEADING
 AA3532'WEST FOR 0.7 MI (1.1 KM) TO THE END OF RUNWAY 8 AND THE STATION ON THE
 AA3532'RIGHT ON THE NORTH SIDE OF THE RUNWAY. IT IS 134.1 FT (40.9 M)
 AA3532'NORTHWEST OF THE FIRST RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY,
 AA3532'50.25 FT (15.32 M) NORTH OF THE EDGE OF THE CORNER OF THE RUNWAY, AND
 AA3532'45.9 FT (14.0 M) NORTH OF THE NORTHERLY MOST THRESHOLD LIGHT.
 AA3532
 AA3532                          STATION RECOVERY (1988)
 AA3532
 AA3532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA3532'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF THE
 AA3532'BISBEE-DOUGLAS INTL AIRPORT, NEAR RUNWAY END 8.  IT IS 134.1 FT (40.9
 AA3532'M) NORTHWEST OF THE FIRST RUNWAY LIGHT ON THE NORTH SIDE OF THE
 AA3532'RUNWAY, 50.25 FT (15.32 M) NORTH OF THE EDGE OF THE CORNER OF THE
 AA3532'RUNWAY, AND 45.9 FT (14.0 M) NORTH OF THE NORTHERLY MOST THRESHOLLD
 AA3532'LIGHT.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA A2 AND SET IN
 AA3532'THE TOP OF A 10 INCH CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND.
 AA3532
 AA3532                          STATION RECOVERY (1995)
 AA3532
 AA3532'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AA3532'RECOVERED AS DESCRIBED.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 AA3532'SULGUR - FBO, PHONE (520) 364-2771 THE STATION IS DESIGNATED AS A
 AA3532'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AA3532
 AA3532                          STATION RECOVERY (1997)
 AA3532
 AA3532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3532'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AA3532'MANAGER IS BRUCE SPRINGER, PHONE 520-432-9426.  THIS STATION HAS BEEN
 AA3532'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3531 ***********************************************************************
 AA3531  SACS        -  This is a Secondary Airport Control Station.
 AA3531  DESIGNATION -  DUG ARP
 AA3531  PID         -  AA3531
 AA3531  STATE/COUNTY-  AZ/COCHISE
 AA3531  USGS QUAD   -  DOUGLAS NE (1978)
 AA3531
 AA3531                         *CURRENT SURVEY CONTROL
 AA3531  ___________________________________________________________________
 AA3531* NAD 83(2007)-  31 28 02.60121(N)    109 36 05.02825(W)     ADJUSTED  
 AA3531* NAVD 88     -      1255.49   (meters)    4119.1    (feet)  GPS OBS   
 AA3531  ___________________________________________________________________
 AA3531  EPOCH DATE  -        2007.00
 AA3531  X           -  -1,827,050.683 (meters)                     COMP
 AA3531  Y           -  -5,130,558.635 (meters)                     COMP
 AA3531  Z           -   3,310,844.625 (meters)                     COMP
 AA3531  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 AA3531  ELLIP HEIGHT-        1228.189 (meters)          (02/10/07) ADJUSTED
 AA3531  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA3531
 AA3531  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3531  Type    PID    Designation                      North   East  Ellip
 AA3531  -------------------------------------------------------------------
 AA3531  NETWORK AA3531 DUG ARP                           0.43   0.39   1.25
 AA3531  -------------------------------------------------------------------
 AA3531
 AA3531.This mark is at Bisbee Douglas Intl Airport (DUG)
 AA3531
 AA3531.The horizontal coordinates were established by GPS observations
 AA3531.and adjusted by the National Geodetic Survey in February 2007.
 AA3531
 AA3531.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3531.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3531.The horizontal coordinates are valid at the epoch date displayed above.
 AA3531.The epoch date for horizontal control is a decimal equivalence
 AA3531.of Year/Month/Day.
 AA3531
 AA3531.The orthometric height was determined by GPS observations and a
 AA3531.high-resolution geoid model.
 AA3531
 AA3531.GPS derived orthometric heights for airport stations designated as
 AA3531.PACS or SACS are published to 2 decimal places.  This maintains
 AA3531.centimeter relative accuracy between the PACS and SACS.  It does
 AA3531.not indicate centimeter accuracy relative to other marks which are
 AA3531.part of the NAVD 88 network.
 AA3531
 AA3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3531
 AA3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3531
 AA3531.The ellipsoidal height was determined by GPS observations
 AA3531.and is referenced to NAD 83.
 AA3531
 AA3531.The geoid height was determined by GEOID03.
 AA3531
 AA3531;                    North         East     Units Scale Factor Converg.
 AA3531;SPC AZ E     -    51,954.216   267,075.614   MT  0.99993558   +0 17 42.3
 AA3531;SPC AZ E     -   170,453.46    876,232.33   iFT  0.99993558   +0 17 42.3
 AA3531;UTM  12      - 3,482,248.928   632,869.537   MT  0.99981775   +0 43 48.7
 AA3531
 AA3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3531!SPC AZ E     -   0.99980718  x   0.99993558  =   0.99974277
 AA3531!UTM  12      -   0.99980718  x   0.99981775  =   0.99962496
 AA3531
 AA3531                          SUPERSEDED SURVEY CONTROL
 AA3531
 AA3531  ELLIP H (01/12/01) 1228.209  (m)                       GP(       ) 4 1
 AA3531  NAD 83(1992)-  31 28 02.60071(N)    109 36 05.02785(W) AD(       ) 1
 AA3531  ELLIP H (09/30/94) 1228.307  (m)                       GP(       ) 4 1
 AA3531  NGVD 29 (09/30/94) 1254.7    (m)         4116.     (f) GPS OBS     3  
 AA3531
 AA3531.Superseded values are not recommended for survey control.
 AA3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3531.See file dsdata.txt to determine how the superseded data were derived.
 AA3531
 AA3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3287082249(NAD 83)
 AA3531_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3531_SP_SET: CONCRETE POST
 AA3531_STAMPING: ARP 1954
 AA3531_MARK LOGO: NOS   
 AA3531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3531+STABILITY: SURFACE MOTION
 AA3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3531+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3531
 AA3531  HISTORY     - Date     Condition        Report By
 AA3531  HISTORY     - 1954     MONUMENTED       CGS
 AA3531  HISTORY     - 19880615 GOOD             NGS
 AA3531  HISTORY     - 19951219 GOOD             CHANCE
 AA3531  HISTORY     - 19970619 GOOD             NGS
 AA3531
 AA3531                          STATION DESCRIPTION
 AA3531
 AA3531'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFV)
 AA3531'LOCATED AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, WHICH IS 20.0 MI
 AA3531'(32.2 KM) EAST OF BISBEE, 6.0 MI (9.7 KM) NORTH OF DOUGLAS AND 9.0 MI
 AA3531'(14.5 KM) SOUTH OF MCNEIL. THE STATION IS LOCATED IN THE MIDDLE
 AA3531'SECTION OF THE AIRPORT ON THE WEST SIDE OF THE RAMP AREA.
 AA3531'BISBEE-DOUGLAS INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD, TO
 AA3531'GAIN ACCESS TO THE AIRFIELD CONTACT, JAMES C. OLSON (FACILITY
 AA3531'MANAGER), COUNTY OF COCHISE, FACILITIES MANAGEMENT, 619 MELODY LANE,
 AA3531'BISBEE, AZ 85603-3090.  PHONE NUMBER (602) 432-9412. TO REACH THE
 AA3531'STATION FROM THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, PROCEED
 AA3531'NORTHWEST THEN NORTH ALONG RAMP FOR 0.75 MI (1.21 KM) TO A TAXIWAY ON
 AA3531'THE LEFT. TURN LEFT AND PROCEED NORTHWEST ALONG TAXIWAY FOR 0.1 MI
 AA3531'(0.2 KM) TO THE STATION ON THE LEFT. IT IS 484 FT (147.5 M) NORTHWEST
 AA3531'OF THE NORTHWEST CORNER OF THE CONCRETE SECTION OF RAMP AREA, 65.5 FT
 AA3531'(20.0 M) SOUTHWEST OF THE CENTRLINE OF THE TAXIWAY RUNNING NORTHWEST,
 AA3531'AND 46 FT (14.0 M) WEST OF THE WEST EDGE OF THE ASPHALT RAMP AREA NOW
 AA3531'BEING OVERRUN WITH GRASS.
 AA3531
 AA3531                          STATION RECOVERY (1988)
 AA3531
 AA3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA3531'THIS STATION IS LOCATED IN THE CENTRAL SECTION OF THE BISBEE-DOUGLAS
 AA3531'INTL AIRPORT, ON THE WEST SIDE OF THE RAMP AREA.  IT IS 484 FT (147.5
 AA3531'M) NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE SECTION OF RAMP
 AA3531'AREA, 65.5 FT (20.0 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY
 AA3531'RUNNING NORTHWEST, 46 FT (14.0 M) WEST OF THE WEST EDGE OF THE OLD
 AA3531'ASPHALT RAMP AREA, NOW BEING OVERRUN WITH GRASS.  A STANDARD
 AA3531'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AA3531'GROUND AND STAMPED ARP 1954.
 AA3531
 AA3531                          STATION RECOVERY (1995)
 AA3531
 AA3531'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AA3531'RECOVERED AS DESCRIBED.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 AA3531'SULGUR - FBO, PHONE (520) 364-2771 THE STATION IS DESIGNATED AS A
 AA3531'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AA3531
 AA3531                          STATION RECOVERY (1997)
 AA3531
 AA3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3531'RECOVERED AS DESCRIBED.  THE NEW AIRPORT MANAGER IS BRUCE SPRINGER,
 AA3531'PHONE 520-432-9426.  THIS STATION HAS BEEN SELECTED AS A SECONDARY
 AA3531'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3533 ***********************************************************************
 AA3533  PACS        -  This is a Primary Airport Control Station.
 AA3533  DESIGNATION -  DUG C
 AA3533  PID         -  AA3533
 AA3533  STATE/COUNTY-  AZ/COCHISE
 AA3533  USGS QUAD   -  DOUGLAS NE (1978)
 AA3533
 AA3533                         *CURRENT SURVEY CONTROL
 AA3533  ___________________________________________________________________
 AA3533* NAD 83(2007)-  31 28 27.92159(N)    109 35 29.78887(W)     ADJUSTED  
 AA3533* NAVD 88     -      1266.58   (meters)    4155.4    (feet)  GPS OBS   
 AA3533  ___________________________________________________________________
 AA3533  EPOCH DATE  -        2007.00
 AA3533  X           -  -1,826,040.763 (meters)                     COMP
 AA3533  Y           -  -5,130,496.006 (meters)                     COMP
 AA3533  Z           -   3,311,515.701 (meters)                     COMP
 AA3533  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 AA3533  ELLIP HEIGHT-        1239.315 (meters)          (02/10/07) ADJUSTED
 AA3533  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA3533
 AA3533  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3533  Type    PID    Designation                      North   East  Ellip
 AA3533  -------------------------------------------------------------------
 AA3533  NETWORK AA3533 DUG C                             0.39   0.35   1.04
 AA3533  -------------------------------------------------------------------
 AA3533
 AA3533.This mark is at Bisbee Douglas Intl Airport (DUG)
 AA3533
 AA3533.The horizontal coordinates were established by GPS observations
 AA3533.and adjusted by the National Geodetic Survey in February 2007.
 AA3533
 AA3533.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3533.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3533.The horizontal coordinates are valid at the epoch date displayed above.
 AA3533.The epoch date for horizontal control is a decimal equivalence
 AA3533.of Year/Month/Day.
 AA3533
 AA3533.The orthometric height was determined by GPS observations and a
 AA3533.high-resolution geoid model.
 AA3533
 AA3533.GPS derived orthometric heights for airport stations designated as
 AA3533.PACS or SACS are published to 2 decimal places.  This maintains
 AA3533.centimeter relative accuracy between the PACS and SACS.  It does
 AA3533.not indicate centimeter accuracy relative to other marks which are
 AA3533.part of the NAVD 88 network.
 AA3533
 AA3533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3533
 AA3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3533
 AA3533.The ellipsoidal height was determined by GPS observations
 AA3533.and is referenced to NAD 83.
 AA3533
 AA3533.The geoid height was determined by GEOID03.
 AA3533
 AA3533;                    North         East     Units Scale Factor Converg.
 AA3533;SPC AZ E     -    52,738.840   268,001.729   MT  0.99993681   +0 18 00.9
 AA3533;SPC AZ E     -   173,027.69    879,270.76   iFT  0.99993681   +0 18 00.9
 AA3533;UTM  12      - 3,483,040.469   633,789.559   MT  0.99982077   +0 44 07.6
 AA3533
 AA3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3533!SPC AZ E     -   0.99980543  x   0.99993681  =   0.99974225
 AA3533!UTM  12      -   0.99980543  x   0.99982077  =   0.99962624
 AA3533
 AA3533                          SUPERSEDED SURVEY CONTROL
 AA3533
 AA3533  ELLIP H (01/12/01) 1239.338  (m)                       GP(       ) 4 1
 AA3533  NAD 83(1992)-  31 28 27.92124(N)    109 35 29.78841(W) AD(       ) B
 AA3533  ELLIP H (09/30/94) 1239.429  (m)                       GP(       ) 4 1
 AA3533  NGVD 29 (09/30/94) 1265.8    (m)         4153.     (f) GPS OBS     3  
 AA3533
 AA3533.Superseded values are not recommended for survey control.
 AA3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3533.See file dsdata.txt to determine how the superseded data were derived.
 AA3533
 AA3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3379083040(NAD 83)
 AA3533_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3533_SP_SET: CONCRETE POST
 AA3533_STAMPING: DUG C 1994
 AA3533_MARK LOGO: NOS   
 AA3533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3533+STABILITY: SURFACE MOTION
 AA3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3533+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3533
 AA3533  HISTORY     - Date     Condition        Report By
 AA3533  HISTORY     - 1994     MONUMENTED       NOS
 AA3533  HISTORY     - 19940615 GOOD             NGS
 AA3533  HISTORY     - 19951219 GOOD             CHANCE
 AA3533  HISTORY     - 19970619 GOOD             NGS
 AA3533
 AA3533                          STATION DESCRIPTION
 AA3533
 AA3533'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3533'LOCATED AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, WHICH IS 20.0 MI
 AA3533'(32.2 KM) EAST OF BISBEE, 6.0 MI (9.7 KM) NORTH OF DOUGLAS AND 9.0 MI
 AA3533'(14.5 KM) SOUTH OF MCNEIL. THE STATION IS LOCATED IN THE NORTHEAST
 AA3533'SECTION OF THE AIRPORT ON THE NORTH SIDE OF RUNWAY END 26.
 AA3533'BISBEE-DOUGLAS INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD, TO
 AA3533'GAIN ACCESS TO THE AIRFIELD CONTACT, JAMES C. OLSON (FACILITY
 AA3533'MANAGER), COUNTY OF COCHISE, FACILITIES MANAGEMENT, 619 MELODY LANE,
 AA3533'BISBEE, AZ 85603-3090.  PHONE NUMBER (602) 432-9412. TO REACH THE
 AA3533'STATION FROM THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, PROCEED
 AA3533'NORTHWEST THEN NORTH ALONG RAMP FOR 0.9 MI (1.4 KM) . TURN LEFT ONTO
 AA3533'DIRT TRACK ROAD HEADING NORTHEAST FOR 0.4 MI (0.6 KM) TO RUNWAY 8-26.
 AA3533'TURN RIGHT HEADING EAST FOR 0.3 MI (0.5 KM) TO THE END OF RUNWAY 26
 AA3533'AND THE STATON ON THE LEFT ON THE NORTH SIDE OF THE RUNWAY. IT IS
 AA3533'206.0 FT (62.8 M) NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE NORTH
 AA3533'SIDE OF THE RUNWAY, 148.0 FT (45.1 M) NORTH-NORTHWEST OF THE
 AA3533'CENTERLINE END RUNWAY 26, AND 67.8 FT (20.7 M) NORTH-NORTHWEST OF THE
 AA3533'NORTHERLY MOST THRESHOLD LIGHT.
 AA3533
 AA3533                          STATION RECOVERY (1994)
 AA3533
 AA3533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3533'THE STATION IS LOCATED AT THE NORTHEASTERN SECTION OF THE
 AA3533'BISBEE-DOUGLAS INTL AIRPORT, NEAR RUNWAY END 26.  THE STATION IS
 AA3533'LOCATED 206.0 FT (62.8 M) NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT
 AA3533'WEST OF RUNWAY END 26, 148.0 FT (45.1 M) NORTH-NORTHWEST OF THE
 AA3533'CENTERLINE END OF RUNWAY 26, AND 67.8 FT (20.7 M) NORTH-NORTHWEST OF
 AA3533'THE NORTHERLY MOST THRESHOLD LIGHT.  THE STATION IS A STANDARD NOS
 AA3533'DISK STAMPED DUG C 1994 AND SET IN TOP OF A CONCRETE MONUMENT FLUSH
 AA3533'WITH THE GROUND.
 AA3533
 AA3533                          STATION RECOVERY (1995)
 AA3533
 AA3533'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AA3533'RECOVERED AS DESCRIBED.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 AA3533'SULGUR - FBO, PHONE (520) 364-2771 THE STATION IS DESIGNATED AS A
 AA3533'PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AA3533
 AA3533                          STATION RECOVERY (1997)
 AA3533
 AA3533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3533'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  NEW AIRPORT
 AA3533'MANAGER IS BRUCE SPRINGER, PHONE 520-432-9426.  THIS STATION HAS BEEN
 AA3533'SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0995 ***********************************************************************
 ES0995  DESIGNATION -  DUGAN
 ES0995  PID         -  ES0995
 ES0995  STATE/COUNTY-  AZ/YAVAPAI
 ES0995  USGS QUAD   -  WET BOTTOM MESA (1967)
 ES0995
 ES0995                         *CURRENT SURVEY CONTROL
 ES0995  ___________________________________________________________________
 ES0995* NAD 83(1992)-  34 08 39.80505(N)    111 44 58.18253(W)     ADJUSTED  
 ES0995* NAVD 88     -      1132.6    (meters)    3716.     (feet)  VERTCON   
 ES0995  ___________________________________________________________________
 ES0995  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 ES0995  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 ES0995  HORZ ORDER  -  SECOND
 ES0995
 ES0995.The horizontal coordinates were established by classical geodetic methods
 ES0995.and adjusted by the National Geodetic Survey in August 1993.
 ES0995
 ES0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0995
 ES0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0995
 ES0995.The geoid height was determined by GEOID03.
 ES0995
 ES0995;                    North         East     Units Scale Factor Converg.
 ES0995;SPC AZ C     -   348,681.176   228,776.391   MT  0.99990293   +0 05 37.8
 ES0995;SPC AZ C     - 1,143,967.11    750,578.71   iFT  0.99990293   +0 05 37.8
 ES0995;UTM  12      - 3,778,419.548   430,902.342   MT  0.99965885   -0 25 14.5
 ES0995
 ES0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0995!SPC AZ C     -   0.99982652  x   0.99990293  =   0.99972946
 ES0995!UTM  12      -   0.99982652  x   0.99965885  =   0.99948543
 ES0995
 ES0995|---------------------------------------------------------------------|
 ES0995| PID    Reference Object                     Distance      Geod. Az  |
 ES0995|                                                           dddmmss.s |
 ES0995| CH3073 DUGAN RM 1                            6.199 METERS 05220     |
 ES0995| CH3074 DUGAN RM 2                            5.126 METERS 11452     |
 ES0995| CH3072 DUGAN AZ MK                                        2734609.2 |
 ES0995|---------------------------------------------------------------------|
 ES0995
 ES0995                          SUPERSEDED SURVEY CONTROL
 ES0995
 ES0995  NAD 83(1986)-  34 08 39.80150(N)    111 44 58.18404(W) AD(       ) 2
 ES0995  NAD 27      -  34 08 39.67400(N)    111 44 55.64800(W) AD(       ) 2
 ES0995  NGVD 29 (07/19/86) 1131.9    (m)         3714.     (f) VERT ANG    3  
 ES0995
 ES0995.Superseded values are not recommended for survey control.
 ES0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0995.See file dsdata.txt to determine how the superseded data were derived.
 ES0995
 ES0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3090278420(NAD 83)
 ES0995_MARKER: DS = TRIANGULATION STATION DISK
 ES0995_SETTING: 66 = SET IN ROCK OUTCROP
 ES0995_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0995+STABILITY: POSITION/ELEVATION WELL
 ES0995
 ES0995  HISTORY     - Date     Condition        Report By
 ES0995  HISTORY     - 1946     MONUMENTED       CGS
 ES0995  HISTORY     - 1966     GOOD             USGS
 ES0995
 ES0995                          STATION DESCRIPTION
 ES0995
 ES0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0995'STATION IS ON THE MORE CENTRAL AND HIGHER OF THREE PEAKS WHICH
 ES0995'FORM THE NORTHWEST END OF THE FIRST RIDGE WEST OF THE VERDE RIVER
 ES0995'BETWEEN RED CREEK AND TANGLE CREEK.  BY APPROXIMATE AIRLINE
 ES0995'DISTANCES IT IS 24 MILES NORTH-NORTHEAST OF CAVE CREEK, 2 MILES
 ES0995'EAST-NORTHEAST OF THE DUGAN RANCH, 2 MILES WEST-SOUTHWEST OF THE
 ES0995'GILA AND YAVAPAI COUNTY LINE AT THE VERDE RIVER, AND 1-1/4 MILE
 ES0995'WEST OF THE VERDE RIVER.
 ES0995'
 ES0995'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK--GO
 ES0995'EASTERLY ON THE HORSESHOE AND BARTLETT DAM ROAD FOR 8.2 MILES TO
 ES0995'A FORK JUST AFTER CROSSING A CATTLE GUARD.  HERE TAKE THE LEFT
 ES0995'FORK AS PER SIGN BLOODY BASIN 30 AND FOLLOW THE MAIN TRAVELLED
 ES0995'ROAD FOR 30.6 MILES TO A ROAD JUNCTION AT SEVERAL SIGNS.  HERE
 ES0995'TURN RIGHT AS PER THE SIGN DUGAN RANCH AND GO 1.2 MILES TO A
 ES0995'FORK.  TAKE THE LEFT FORK AND GO 1.65 MILE TO ANOTHER FORK.
 ES0995'KEEP LEFT AS PER SIGN 6-1/2 VERDE RIVER (RIGHT FORK GOES TO
 ES0995'DUGAN RANCH.) AND GO 0.15 MILE TO A DIM ROAD LEFT JUST
 ES0995'AFTER CROSSING A SMALL CULVERT AND WHERE THERE ARE SOME CORRALS
 ES0995'ON THE RIGHT.  TURN LEFT AND FOLLOW POOR TRACK ROAD FOR 1.1
 ES0995'MILE.  HERE TURN RIGHT, EASTERLY, CROSS COUNTRY FOR 0.15
 ES0995'MILE DOWN INTO A SANDY WASH.  THENCE RIGHT, SOUTHERLY UP ONTO
 ES0995'A RIDGE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE TOP OF A KNOLL
 ES0995'WHICH FORMS PART OF THE RIDGE.  FROM HERE PACK EASTERLY FOR 1
 ES0995'HOUR TO THE TOP OF THE CENTRAL AND HIGHER OF THE THREE PEAKS.
 ES0995'THE STATION IS 11 FEET NORTH-NORTHEAST OF THE HIGHEST POINT OF
 ES0995'THIS PEAK.  A JEEP CAN BE DRIVEN MORE THAN HALF OF THE DISTANCE
 ES0995'FROM THE AZIMUTH TO THE STATION.
 ES0995'
 ES0995'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 ES0995'STAMPED DUGAN 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES0995'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0995'
 ES0995'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED
 ES0995'DUGAN NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES0995'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE,
 ES0995'AND IS LOCATED NORTHEAST OF THE STATION AND ABOUT 1 FOOT LOWER.
 ES0995'
 ES0995'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED
 ES0995'DUGAN NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES0995'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE SURROUNDING SURFACE,
 ES0995'AND IS LOCATED EAST-SOUTHEAST OF THE STATION AND ABOUT 1/2 FOOT
 ES0995'HIGHER.
 ES0995'
 ES0995'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED DUGAN
 ES0995'1946, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 ES0995'14 INCHES ABOVE THE GROUND, AND IS LOCATED WEST OF THE STATION
 ES0995'AND 7 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 ES0995
 ES0995                          STATION RECOVERY (1966)
 ES0995
 ES0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0995'RECOVERED AS DESCRIBED.  RMS AGREE WITH NGS.
 ES0995'
 ES0995'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0360 ***********************************************************************
 ES0360  DESIGNATION -  DUGAS
 ES0360  PID         -  ES0360
 ES0360  STATE/COUNTY-  AZ/YAVAPAI
 ES0360  USGS QUAD   -  DUGAS (1967)
 ES0360
 ES0360                         *CURRENT SURVEY CONTROL
 ES0360  ___________________________________________________________________
 ES0360* NAD 83(1992)-  34 21 14.17645(N)    111 55 31.86212(W)     ADJUSTED  
 ES0360* NAVD 88     -      1407.55   (+/-2cm)    4617.9    (feet)  VERTCON   
 ES0360  ___________________________________________________________________
 ES0360  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0360  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ES0360  HORZ ORDER  -  SECOND
 ES0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0360
 ES0360.The horizontal coordinates were established by classical geodetic methods
 ES0360.and adjusted by the National Geodetic Survey in August 1993.
 ES0360
 ES0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0360.The vertical order pertains to the NGVD 29 superseded value.
 ES0360
 ES0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0360
 ES0360.The geoid height was determined by GEOID03.
 ES0360
 ES0360;                    North         East     Units Scale Factor Converg.
 ES0360;SPC AZ C     -   371,910.729   212,545.829   MT  0.99990001   -0 00 18.0
 ES0360;SPC AZ C     - 1,220,179.56    697,328.84   iFT  0.99990001   -0 00 18.0
 ES0360;UTM  12      - 3,801,788.990   414,885.247   MT  0.99968930   -0 31 20.3
 ES0360
 ES0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0360!SPC AZ C     -   0.99978322  x   0.99990001  =   0.99968325
 ES0360!UTM  12      -   0.99978322  x   0.99968930  =   0.99947259
 ES0360
 ES0360|---------------------------------------------------------------------|
 ES0360| PID    Reference Object                     Distance      Geod. Az  |
 ES0360|                                                           dddmmss.s |
 ES0360| ES0362 DUGAS RM 1                           11.665 METERS 03940     |
 ES0360| ES0364 DUGAS AZ MK                                        1183917.3 |
 ES0360| ES0361 DUGAS RM 2                            9.424 METERS 28708     |
 ES0360|---------------------------------------------------------------------|
 ES0360
 ES0360                          SUPERSEDED SURVEY CONTROL
 ES0360
 ES0360  NAD 83(1986)-  34 21 14.17244(N)    111 55 31.86125(W) AD(       ) 2
 ES0360  NAD 27      -  34 21 14.06800(N)    111 55 29.31300(W) AD(       ) 2
 ES0360  NGVD 29 (??/??/92) 1406.808  (m)         4615.50   (f) ADJ UNCH    2 0
 ES0360
 ES0360.Superseded values are not recommended for survey control.
 ES0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0360.See file dsdata.txt to determine how the superseded data were derived.
 ES0360
 ES0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1488501789(NAD 83)
 ES0360_MARKER: DS = TRIANGULATION STATION DISK
 ES0360_SETTING: 66 = SET IN ROCK OUTCROP
 ES0360_SP_SET: RIDGE
 ES0360_STAMPING: DUGAS 1946
 ES0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0360+STABILITY: POSITION/ELEVATION WELL
 ES0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0360+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0360
 ES0360  HISTORY     - Date     Condition        Report By
 ES0360  HISTORY     - 1946     MONUMENTED       CGS
 ES0360  HISTORY     - 1952     GOOD             NGS
 ES0360  HISTORY     - 1958     GOOD             CGS
 ES0360  HISTORY     - 1966     GOOD             USGS
 ES0360  HISTORY     - 20080925 GOOD             GEOCAC
 ES0360
 ES0360                          STATION DESCRIPTION
 ES0360
 ES0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0360'STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHWEST OF CAMP VERDE,
 ES0360'18 MILES EAST OF MAYER, AND 17 MILES NORTHEAST OF BUMBLEBEE,
 ES0360'AND ABOUT 3-1/4 MILES EAST OF THE DUGAS POST OFFICE AT THE DUGAS
 ES0360'RANCH.  IT IS ON THE RIDGE BETWEEN SYCAMORE AND WILLOW CREEKS,
 ES0360'ABOUT 200 YARDS NORTH OF THE OLD ROAD LEADING FROM DUGAS TO VERDE
 ES0360'SPRINGS.
 ES0360'
 ES0360'TO REACH FROM THE POST OFFICE IN MAYER GO SOUTHERLY ON THE PHOENIX
 ES0360'ROAD FOR 1.5 MILES, OR 0.3 MILE BEYOND RAILROAD CROSSING, AND
 ES0360'TURN LEFT AS PER SIGN DUGAS 19.  GO 3.4 MILES AND TAKE LEFT FORK.
 ES0360'GO 6.9 MILES AND KEEP RIGHT AT REVERSE FORK.  GO 7.7 MILES TO
 ES0360'DUGAS RANCH HOUSE JUST AFTER CROSSING WASH.  THIS IS THE DUGAS
 ES0360'POST OFFICE.  CONTINUE 0.6 MILE AND TAKE LEFT FORK AS PER SIGN
 ES0360'DOUBLE T RANCH 9.  GO 1.9 MILES AND TAKE RIGHT FORK AS PER SIGN
 ES0360'DOUBLE T RANCH 7.  GO 1.7 MILES, THENCE TURN LEFT OFF ROAD AND
 ES0360'GO CROSS-COUNTRY 0.1 MILE TO TOP OF RIDGE AND STATION.
 ES0360'
 ES0360'STATION IS ABOUT 100 YARDS SOUTH OF POWER LINE, 40 YARDS SOUTH
 ES0360'OF TRIANGULAR BLAZE ON TELEPHONE POLE, 51 FEET NORTHEAST OF
 ES0360'BLAZED TREE AND 10.8 FEET SOUTHEAST OF WHITE WITNESS POST.  IT
 ES0360'IS MARKED BY A STANDARD TRIANGULATION STATION DISK, STAMPED DUGAS
 ES0360'1946, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 ES0360'THE GROUND.
 ES0360'
 ES0360'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION--A STANDARD
 ES0360'REFERENCE MARK DISK, STAMPED DUGAS NO 1 1946, SET IN A DRILL HOLE
 ES0360'IN A BOULDER WHICH IS EMBEDDED IN THE GROUND AND WHICH IS FLUSH
 ES0360'WITH THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION MARK.
 ES0360'
 ES0360'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION--A STANDARD
 ES0360'REFERENCE MARK DISK, STAMPED DUGAS NO 2 1946, SET IN A DRILL HOLE
 ES0360'IN A BOULDER WHICH IS EMBEDDED IN THE GROUND AND WHICH PROJECTS
 ES0360'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES HIGHER THAN
 ES0360'THE STATION.
 ES0360'
 ES0360'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION ABOUT 1/2
 ES0360'MILE--A STANDARD AZIMUTH MARK DISK, STAMPED DUGAS 1946, SET IN A
 ES0360'DRILL HOLE IN A BOULDER WHICH IS EMBEDDED IN THE GROUND AND WHICH
 ES0360'PROJECTS ABOUT 8 INCHES.  IT IS ABOUT 50 YARDS NORTHWEST OF
 ES0360'HIGHEST POINT OF HILL AND 28 FEET NORTH-NORTHEAST OF WHITE
 ES0360'WITNESS POST.
 ES0360
 ES0360                          STATION RECOVERY (1952)
 ES0360
 ES0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 ES0360'3.9 MI E FROM DUGAS.
 ES0360'3.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 0.1
 ES0360'MILE ACROSS COUNTRY, ON TOP OF A RIDGE NORTH OF THE ROAD, 112 FEET
 ES0360'SOUTH OF A TELEPHONE POLE WITH A TRIANGULAR BLAZE, 51.5 FEET NORTHEAST
 ES0360'OF A BLAZED TREE, AND 11.0 FEET SOUTHEAST OF A WITNESS POST.
 ES0360
 ES0360                          STATION RECOVERY (1958)
 ES0360
 ES0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES0360'STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.
 ES0360'
 ES0360'FROM THE POST OFFICE AT MYERS, GO SOUTHEAST ON ARIZONA STATE
 ES0360'HIGHWAY 69 9.0 MILES TO THE JUNCTION OF STATE HIGHWAY 79, AT
 ES0360'CORDES JUNCTION.  GO LEFT, NORTHEAST, ON STATE HIGHWAY 79 FOR 6.1
 ES0360'MILES TO A CROSS ROAD.  TURN RIGHT, EAST, AS PER SIGN
 ES0360'DUGAS-SYCAMORE RANGER STA., AND FOLLOW THE GRADED ROAD EAST FOR
 ES0360'7.1 MILES TO DUGAS.  CONTINUE EAST ON THE GRADED ROAD 0.6 MILE
 ES0360'TO A T-ROAD.  TAKE THE LEFT FORK AS PER SIGN DOUBLE T RANCH 9.
 ES0360'GO 2.0 MILES AND TAKE THE RIGHT FORK AS PER SIGN DOUBLE T
 ES0360'RANCH 7.  GO 1.6 MILES.  TURN LEFT, NORTH, AND GO ACROSS COUNTRY
 ES0360'FOR 0.1 MILE TO STATION.
 ES0360
 ES0360                          STATION RECOVERY (1966)
 ES0360
 ES0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0360'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  AN
 ES0360'ERROR WAS FOUND IN THE MEASUREMENT OF RM 1.  ERROR IS IN
 ES0360'TRANSFORMATION OF METERS TO FEET.
 ES0360
 ES0360                          STATION RECOVERY (2008)
 ES0360
 ES0360'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0360'RECOVERED STATION DUGAS ALONG WITH RM 1, RM 2 AND AZIMUTH MARK, ALL IN
 ES0360'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0364 ***********************************************************************
 ES0364  DESIGNATION -  DUGAS AZ MK
 ES0364  PID         -  ES0364
 ES0364  STATE/COUNTY-  AZ/YAVAPAI
 ES0364  USGS QUAD   -  DUGAS (1967)
 ES0364
 ES0364                         *CURRENT SURVEY CONTROL
 ES0364  ___________________________________________________________________
 ES0364* NAD 83(1986)-  34 20 57.     (N)    111 54 54.     (W)     SCALED    
 ES0364* NAVD 88     -      1434.70   (+/-2cm)    4707.0    (feet)  VERTCON   
 ES0364  ___________________________________________________________________
 ES0364  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ES0364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0364
 ES0364.The horizontal coordinates were scaled from a topographic map and have
 ES0364.an estimated accuracy of +/- 6 seconds.
 ES0364
 ES0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0364.The vertical order pertains to the NGVD 29 superseded value.
 ES0364
 ES0364.The geoid height was determined by GEOID03.
 ES0364
 ES0364;                    North         East    Units  Estimated Accuracy
 ES0364;SPC AZ C     -   371,380.      213,510.      MT  (+/- 180 meters Scaled)
 ES0364
 ES0364                          SUPERSEDED SURVEY CONTROL
 ES0364
 ES0364  NGVD 29 (??/??/92) 1433.956  (m)         4704.57   (f) ADJ UNCH    2 0
 ES0364
 ES0364.Superseded values are not recommended for survey control.
 ES0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0364.See file dsdata.txt to determine how the superseded data were derived.
 ES0364
 ES0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD158012(NAD 83)
 ES0364_MARKER: DZ = AZIMUTH MARK DISK
 ES0364_SETTING: 66 = SET IN ROCK OUTCROP
 ES0364_SP_SET: ROCK OUTCROP
 ES0364_STAMPING: DUGAS 1946
 ES0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0364+STABILITY: POSITION/ELEVATION WELL
 ES0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0364+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0364
 ES0364  HISTORY     - Date     Condition        Report By
 ES0364  HISTORY     - 1946     MONUMENTED       CGS
 ES0364  HISTORY     - 1952     GOOD             NGS
 ES0364  HISTORY     - 20080925 GOOD             GEOCAC
 ES0364
 ES0364                          STATION DESCRIPTION
 ES0364
 ES0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0364'4.4 MI E FROM DUGAS.
 ES0364'4.4 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, IN TOP OF A
 ES0364'3-FOOT ROCK OUTCROP PROJECTING 0.8 FOOT ABOVE THE GROUND, ABOUT 14
 ES0364'FEET LOWER THAN THE TOP OF THE HILL ON THE NORTH SLOPE, 0.2 MILE EAST
 ES0364'OF A ROAD JUNCTION LEADING SOUTH, 299 FEET SOUTH OF THE CENTER LINE OF
 ES0364'THE ROAD (SLOPING DISTANCE), 280 FEET SOUTH OF A WITNESS POST SET 19
 ES0364'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTH OF A WITNESS
 ES0364'POST AT THE TOP OF A HILL, HIGHER THAN THE ROAD.
 ES0364
 ES0364                          STATION RECOVERY (2008)
 ES0364
 ES0364'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0364'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 ES0364'34 20.951' W 111
 ES0364'54.900'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0362 ***********************************************************************
 ES0362  DESIGNATION -  DUGAS RM 1
 ES0362  PID         -  ES0362
 ES0362  STATE/COUNTY-  AZ/YAVAPAI
 ES0362  USGS QUAD   -  DUGAS (1967)
 ES0362
 ES0362                         *CURRENT SURVEY CONTROL
 ES0362  ___________________________________________________________________
 ES0362* NAD 83(1992)-  34 21 14.46784(N)    111 55 31.57073(W)     NO CHECK  
 ES0362* NAVD 88     -      1407.42   (+/-2cm)    4617.5    (feet)  VERTCON   
 ES0362  ___________________________________________________________________
 ES0362  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0362  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ES0362  HORZ ORDER  -  THIRD
 ES0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0362
 ES0362.The horizontal coordinates were established by classical geodetic methods
 ES0362.and adjusted by the National Geodetic Survey in August 1993.
 ES0362.No horizontal observational check was made to the station.
 ES0362
 ES0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0362.The vertical order pertains to the NGVD 29 superseded value.
 ES0362
 ES0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0362
 ES0362.The geoid height was determined by GEOID03.
 ES0362
 ES0362;                    North         East     Units Scale Factor Converg.
 ES0362;SPC AZ C     -   371,919.707   212,553.275   MT  0.99990001   -0 00 17.8
 ES0362;SPC AZ C     - 1,220,209.01    697,353.26   iFT  0.99990001   -0 00 17.8
 ES0362;UTM  12      - 3,801,797.898   414,892.773   MT  0.99968928   -0 31 20.1
 ES0362
 ES0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0362!SPC AZ C     -   0.99978324  x   0.99990001  =   0.99968327
 ES0362!UTM  12      -   0.99978324  x   0.99968928  =   0.99947259
 ES0362
 ES0362                          SUPERSEDED SURVEY CONTROL
 ES0362
 ES0362  NAD 83(1992)-  34 21 14.46402(N)    111 55 31.56961(W) AD(       ) 3
 ES0362  NGVD 29 (??/??/92) 1406.683  (m)         4615.09   (f) ADJ UNCH    2 0
 ES0362
 ES0362.Superseded values are not recommended for survey control.
 ES0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0362.See file dsdata.txt to determine how the superseded data were derived.
 ES0362
 ES0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1489301798(NAD 83)
 ES0362_MARKER: DR = REFERENCE MARK DISK
 ES0362_SETTING: 80 = SET IN A BOULDER
 ES0362_SP_SET: BOULDER
 ES0362_STAMPING: DUGAS NO. 1 1946
 ES0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0362+STABILITY: SURFACE MOTION
 ES0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0362+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0362
 ES0362  HISTORY     - Date     Condition        Report By
 ES0362  HISTORY     - 1946     MONUMENTED       CGS
 ES0362  HISTORY     - 1952     GOOD             NGS
 ES0362  HISTORY     - 20080925 GOOD             GEOCAC
 ES0362
 ES0362                          STATION DESCRIPTION
 ES0362
 ES0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0362'3.9 MI E FROM DUGAS.
 ES0362'3.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 0.1
 ES0362'MILE NORTH ACROSS COUNTRY, IN TOP OF A 0.8-FOOT BY 1.3-FOOT BOULDER,
 ES0362'38.2 FEET NORTHEAST OF THE STATION (11.645 M), AND ABOUT 1 FOOT LOWER
 ES0362'THAN THE STATION.
 ES0362
 ES0362                          STATION RECOVERY (2008)
 ES0362
 ES0362'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0361 ***********************************************************************
 ES0361  DESIGNATION -  DUGAS RM 2
 ES0361  PID         -  ES0361
 ES0361  STATE/COUNTY-  AZ/YAVAPAI
 ES0361  USGS QUAD   -  DUGAS (1967)
 ES0361
 ES0361                         *CURRENT SURVEY CONTROL
 ES0361  ___________________________________________________________________
 ES0361* NAD 83(1992)-  34 21 14.26653(N)    111 55 32.21454(W)     NO CHECK  
 ES0361* NAVD 88     -      1407.47   (+/-2cm)    4617.7    (feet)  VERTCON   
 ES0361  ___________________________________________________________________
 ES0361  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 ES0361  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ES0361  HORZ ORDER  -  THIRD
 ES0361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0361
 ES0361.The horizontal coordinates were established by classical geodetic methods
 ES0361.and adjusted by the National Geodetic Survey in August 1993.
 ES0361.No horizontal observational check was made to the station.
 ES0361
 ES0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0361.The vertical order pertains to the NGVD 29 superseded value.
 ES0361
 ES0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0361
 ES0361.The geoid height was determined by GEOID03.
 ES0361
 ES0361;                    North         East     Units Scale Factor Converg.
 ES0361;SPC AZ C     -   371,913.505   212,536.823   MT  0.99990001   -0 00 18.2
 ES0361;SPC AZ C     - 1,220,188.66    697,299.29   iFT  0.99990001   -0 00 18.2
 ES0361;UTM  12      - 3,801,791.847   414,876.269   MT  0.99968932   -0 31 20.5
 ES0361
 ES0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0361!SPC AZ C     -   0.99978323  x   0.99990001  =   0.99968327
 ES0361!UTM  12      -   0.99978323  x   0.99968932  =   0.99947262
 ES0361
 ES0361                          SUPERSEDED SURVEY CONTROL
 ES0361
 ES0361  NAD 83(1992)-  34 21 14.26254(N)    111 55 32.21369(W) AD(       ) 3
 ES0361  NGVD 29 (??/??/92) 1406.737  (m)         4615.27   (f) ADJ UNCH    2 0
 ES0361
 ES0361.Superseded values are not recommended for survey control.
 ES0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0361.See file dsdata.txt to determine how the superseded data were derived.
 ES0361
 ES0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1487601792(NAD 83)
 ES0361_MARKER: DR = REFERENCE MARK DISK
 ES0361_SETTING: 80 = SET IN A BOULDER
 ES0361_SP_SET: BOULDER
 ES0361_STAMPING: DUGAS NO. 2 1946
 ES0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0361+STABILITY: SURFACE MOTION
 ES0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0361+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0361
 ES0361  HISTORY     - Date     Condition        Report By
 ES0361  HISTORY     - 1946     MONUMENTED       CGS
 ES0361  HISTORY     - 1952     GOOD             NGS
 ES0361  HISTORY     - 20080925 GOOD             GEOCAC
 ES0361
 ES0361                          STATION DESCRIPTION
 ES0361
 ES0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0361'3.9 MI E FROM DUGAS.
 ES0361'3.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 0.1
 ES0361'MILE NORTH ACROSS COUNTRY, IN THE TOP OF A 1.2-FOOT BY 2-FOOT BOULDER
 ES0361'EMBEDDED IN THE GROUND PROJECTING 0.4 FOOT, 30.9 FEET WEST OF THE
 ES0361'STATION (9.425 M), AND ABOUT 6 INCHES HIGHER THAN THE STATION.
 ES0361
 ES0361                          STATION RECOVERY (2008)
 ES0361
 ES0361'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1026 ***********************************************************************
 FS1026  DESIGNATION -  DUKE
 FS1026  PID         -  FS1026
 FS1026  STATE/COUNTY-  AZ/MOHAVE
 FS1026  USGS QUAD   -  SENATOR MOUNTAIN NE (1989)
 FS1026
 FS1026                         *CURRENT SURVEY CONTROL
 FS1026  ___________________________________________________________________
 FS1026* NAD 83(1992)-  35 53 26.35201(N)    114 15 41.49238(W)     ADJUSTED  
 FS1026* NAVD 88     -      1175.5    (meters)    3857.     (feet)  VERTCON   
 FS1026  ___________________________________________________________________
 FS1026  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 FS1026  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FS1026  HORZ ORDER  -  FIRST
 FS1026
 FS1026.The horizontal coordinates were established by classical geodetic methods
 FS1026.and adjusted by the National Geodetic Survey in August 1993.
 FS1026
 FS1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1026
 FS1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1026
 FS1026.The geoid height was determined by GEOID03.
 FS1026
 FS1026;                    North         East     Units Scale Factor Converg.
 FS1026;SPC AZ W     -   542,520.155   167,178.260   MT  0.99995960   -0 17 59.6
 FS1026;SPC AZ W     - 1,779,921.77    548,485.10   iFT  0.99995960   -0 17 59.6
 FS1026;UTM  11      - 3,975,284.929   747,182.125   MT  1.00035294   +1 36 22.4
 FS1026
 FS1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1026!SPC AZ W     -   0.99981986  x   0.99995960  =   0.99977947
 FS1026!UTM  11      -   0.99981986  x   1.00035294  =   1.00017274
 FS1026
 FS1026:                Primary Azimuth Mark                     Grid Az
 FS1026:SPC AZ W     -  GOLD BUTTE                               002 31 11.3
 FS1026:UTM  11      -  GOLD BUTTE                               000 36 49.3
 FS1026
 FS1026|---------------------------------------------------------------------|
 FS1026| PID    Reference Object                     Distance      Geod. Az  |
 FS1026|                                                           dddmmss.s |
 FS1026| GR1837 GOLD BUTTE                          APPROX.28.7 KM 0021311.7 |
 FS1026| CC4676 DUKE RM 1                             8.761 METERS 04727     |
 FS1026| CC4677 DUKE RM 2                            11.134 METERS 12245     |
 FS1026| FS1028 SENATOR MOUNTAIN CAIRN              APPROX. 7.9 KM 2201318.2 |
 FS1026| FS1034 SQUAW PEAK HIGH POINT               APPROX.14.9 KM 2721056.5 |
 FS1026|---------------------------------------------------------------------|
 FS1026
 FS1026                          SUPERSEDED SURVEY CONTROL
 FS1026
 FS1026  NAD 83(1986)-  35 53 26.34480(N)    114 15 41.48824(W) AD(       ) 1
 FS1026  NAD 27      -  35 53 26.38800(N)    114 15 38.61700(W) AD(       ) 1
 FS1026  NGVD 29 (07/19/86) 1174.8    (m)         3854.     (f) VERT ANG    3  
 FS1026
 FS1026.Superseded values are not recommended for survey control.
 FS1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1026.See file dsdata.txt to determine how the superseded data were derived.
 FS1026
 FS1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4718275285(NAD 83)
 FS1026_MARKER: DS = TRIANGULATION STATION DISK
 FS1026_SETTING: 66 = SET IN ROCK OUTCROP
 FS1026
 FS1026  HISTORY     - Date     Condition        Report By
 FS1026  HISTORY     - 1935     MONUMENTED       CGS
 FS1026  HISTORY     - 1950     GOOD             CGS
 FS1026
 FS1026                          STATION DESCRIPTION
 FS1026
 FS1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1026'STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN LYING N OF
 FS1026'THE GOLD BASIN, AND THE DUKE-REED MINING COMPANY PLACER MINE.
 FS1026'IT IS THE WESTERN AND SLIGHTLY HIGHER OF TWO PEAKS OF NEARLY
 FS1026'THE SAME ELEVATION, ABOUT 7 MILES (AIR LINE) S OF THE COLORADO
 FS1026'RIVER CANYON.  THE MOST NORTHERLY EXCEPT ONE OF THE MOUNTAINS
 FS1026'LYING W OF THE WALLAPAI WASH, ABOUT 1-3/4 MILES (AIR LINE) DUE
 FS1026'N OF THE DUKE-REED MINING CAMP.
 FS1026'
 FS1026'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 FS1026'DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1026'
 FS1026'TO REACH FROM CHLORIDE GO N ON THE BOULDER DAM ROAD FOR 13.4
 FS1026'MILES, TURN RIGHT ON THE PATTERSON WELL ROAD, GO 16.1 MILES
 FS1026'TAKE RIGHT FORK, GO 6.3 MILES TO A CROSSROADS, TURN LEFT N
 FS1026'DOWN THE WALLAPAI WASH AND FOLLOW THE WASH FOR 6.8 MILES, TURN
 FS1026'LEFT LEAVING THE WASH, GO 2.5 MILES, TAKE RIGHT FORK, GO 1.5
 FS1026'MILES AND BEAR TO THE RIGHT, GO 0.1 MILE AND TAKE RIGHT FORK, GO
 FS1026'0.2 MILE, TURN LEFT UP A WASH.  FOLLOW WASH 1.3 MILES, TURN
 FS1026'RIGHT OUT OF THE WASH AT SIGN DUKE-REED, FOLLOW THE ROAD 2.3
 FS1026'MILES TO THE DUKE-REED CAMP AT THE END OF THE ROAD.  TRUCK
 FS1026'MAY BE DRIVEN CLOSER TO THE STATION BY FOLLOWING DOWN THE
 FS1026'WASH FOR 1/2 MILE, THEN TURNING LEFT AND DRIVING AS FAR AS
 FS1026'POSSIBLE TOWARD THE STATION.  IT IS A 20-MINUTE PACK.
 FS1026
 FS1026                          STATION RECOVERY (1950)
 FS1026
 FS1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1026'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FS1026'AND FOUND TO BE AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 FS1026'
 FS1026'THE DUKE-REED MINING COMPANY PLACER MINE IS NOW NON-EXSISTANT.
 FS1026'
 FS1026'REFERENCE MARK NO. 1 IS 8.761 MTRS, 28.75 FEET NE INSTEAD OF
 FS1026'8.772 MTRS. N.
 FS1026'
 FS1026'REFERENCE MARK NO. 2 IS 11.134 MTRS., 36.52 FEET, ESE INSTEAD
 FS1026'OF 11.138 MTRS., E.
 FS1026'
 FS1026'THE NEW ROUTE TO THE STATION IS AS FOLLOWS--FROM THE JUNCTION
 FS1026'OF STATE HIGHWAY 62 (CHLORIDE ROAD) AND U.S. HIGHWAY 93-466
 FS1026'WHICH IS 19 MILES NORTHWEST OF THE DEPOT IN KINGMAN, GO NORTH
 FS1026'TOWARD HOOVER (BOULDER) DAM FOR 10.9 MILES TO A BLADED ROAD
 FS1026'RIGHT AND SIGN PIERCES FERRY 52.  TURN RIGHT AND FOLLOW THE
 FS1026'PIERCES FERRY ROAD FOR 6.1 MILES TO A CATTLE GUARD AND RANCH
 FS1026'BUILDINGS ON THE LEFT.  CONTINUE EAST AND NORTH 10.1 MILES TO
 FS1026'A Y-INTERSECTION.  TAKE THE LEFT FORK NORTHERLY 3.5 MILES TO
 FS1026'A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A WIRE
 FS1026'GATE.  PASS THROUGH GATE AND CONTINUE NORTH AND WEST 2.0
 FS1026'MILES TO CROSS ROADS.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A
 FS1026'BOARD GATE.  PASS THROUGH AND CONTINUE NORTHERLY 4.3 MILES TO A
 FS1026'Y-JUNCTION AT OLD MINE TAILINGS.  TAKE LEFT FORK FOR 0.1
 FS1026'MILE TO FORKS.  TAKE THE RIGHT FORK 0.1 MILE TO Y-JUNCTION.
 FS1026'TAKE THE LEFT FORK 5.5 MILES TO A Y-JUNCTION.  TAKE THE LEFT
 FS1026'FORK 0.7 MILE TO AN ABANDONED RANCH SITE ON RIGHT.  KEEP
 FS1026'STRAIGHT AHEAD FOR 0.3 MILE TO Y-JUNCTION.  TAKE THE LEFT FORK
 FS1026'OUT OF WASH FOR 0.1 MILE TO Y-JUNCTION.  TAKE THE LEFT
 FS1026'FORK FOR 0.5 MILE TO STATION RANGE 1935 (AZI. MARK) ON
 FS1026'THE LEFT.  CONTINUE WEST AND NORTH FOR 0.5 TO A SMALL FLAT
 FS1026'OPEN ARETAKE TRACK ROAD LEFT, WEST THENCE NORTH FOR 1.2
 FS1026'MILE.  TURN RIGHT OFF THE ROAD AND GO ACROSS COUNTRY
 FS1026'NORTHEAST ABOUT 1.0 MILE TO THE FOOT OF A HIGH RIDGE AND THE
 FS1026'END OF TRUCK TRAVEL.  A 4 WHEEL DRIVE CAN BE DRIVEN FROM
 FS1026'HERE TO THE STATION.  GO NORTHEAST UP FAIRLY STEEP SMOOTH
 FS1026'RIDGE TO THE CREST THENCE EASTERLY ALONG THE TOP TO THE
 FS1026'HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0851 ***********************************************************************
 ES0851  DESIGNATION -  DUKE
 ES0851  PID         -  ES0851
 ES0851  STATE/COUNTY-  AZ/COCONINO
 ES0851  USGS QUAD   -  QUAYLE HILL (1971)
 ES0851
 ES0851                         *CURRENT SURVEY CONTROL
 ES0851  ___________________________________________________________________
 ES0851* NAD 83(1992)-  34 41 42.14830(N)    111 06 26.05775(W)     ADJUSTED  
 ES0851* NAVD 88     -      2008.2    (meters)    6589.     (feet)  VERTCON   
 ES0851  ___________________________________________________________________
 ES0851  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 ES0851  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0851  HORZ ORDER  -  SECOND
 ES0851
 ES0851.The horizontal coordinates were established by classical geodetic methods
 ES0851.and adjusted by the National Geodetic Survey in August 1993.
 ES0851
 ES0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0851
 ES0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0851
 ES0851.The geoid height was determined by GEOID03.
 ES0851
 ES0851;                    North         East     Units Scale Factor Converg.
 ES0851;SPC AZ C     -   410,044.320   287,517.791   MT  0.99996776   +0 27 38.7
 ES0851;SPC AZ C     - 1,345,289.76    943,299.84   iFT  0.99996776   +0 27 38.7
 ES0851;UTM  12      - 3,839,230.374   490,178.162   MT  0.99960119   -0 03 39.7
 ES0851
 ES0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0851!SPC AZ C     -   0.99968857  x   0.99996776  =   0.99965634
 ES0851!UTM  12      -   0.99968857  x   0.99960119  =   0.99928988
 ES0851
 ES0851:                Primary Azimuth Mark                     Grid Az
 ES0851:SPC AZ C     -  TANKS                                    015 55 21.5
 ES0851:UTM  12      -  TANKS                                    016 26 39.9
 ES0851
 ES0851|---------------------------------------------------------------------|
 ES0851| PID    Reference Object                     Distance      Geod. Az  |
 ES0851|                                                           dddmmss.s |
 ES0851| ES0881 TANKS                               APPROX. 0.6 KM 0162300.2 |
 ES0851| ES0855 FOURTEEN                            APPROX. 0.8 KM 2115845.2 |
 ES0851|---------------------------------------------------------------------|
 ES0851
 ES0851                          SUPERSEDED SURVEY CONTROL
 ES0851
 ES0851  NAD 83(1986)-  34 41 42.14274(N)    111 06 26.06076(W) AD(       ) 2
 ES0851  NGVD 29 (07/10/87) 2007.2    (m)         6585.     (f) VERT ANG    3  
 ES0851
 ES0851.Superseded values are not recommended for survey control.
 ES0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0851.See file dsdata.txt to determine how the superseded data were derived.
 ES0851
 ES0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9017839230(NAD 83)
 ES0851_MARKER: DS = TRIANGULATION STATION DISK
 ES0851_SETTING: 80 = SET IN A BOULDER
 ES0851_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0851+STABILITY: SURFACE MOTION
 ES0851
 ES0851  HISTORY     - Date     Condition        Report By
 ES0851  HISTORY     - 1981     MONUMENTED       AZDT
 ES0851  HISTORY     - 20080723 GOOD             GEOCAC
 ES0851
 ES0851                          STATION DESCRIPTION
 ES0851
 ES0851'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0851'THE STATION IS LOCATED 7 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0851'STATION ALONG ARIZONA HIGHWAY 87.
 ES0851'
 ES0851'THE STATION MARK IS AN AZDT DISK STAMPED---DUKE 1981---SET IN A
 ES0851'DRILL HOLE IN A BOULDER 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ES0851'AND 3.5 FEET NORTHWEST OF A CAIRN.
 ES0851'
 ES0851'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0851'
 ES0851'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0851'ARIZONA HIGHWAY 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION.
 ES0851'CONTINUE NORTH ALONG HIGHWAY FOR 9.3 MILES TO THE STATION ON THE LEFT
 ES0851'AT MILEPOST 308.95.
 ES0851
 ES0851                          STATION RECOVERY (2008)
 ES0851
 ES0851'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1201 ***********************************************************************
 CZ1201  DESIGNATION -  DUKES
 CZ1201  PID         -  CZ1201
 CZ1201  STATE/COUNTY-  AZ/PINAL
 CZ1201  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1201
 CZ1201                         *CURRENT SURVEY CONTROL
 CZ1201  ___________________________________________________________________
 CZ1201* NAD 83(1992)-  32 49 44.07258(N)    111 55 47.14977(W)     ADJUSTED  
 CZ1201* NAVD 88     -       411.95   (+/-2cm)    1351.5    (feet)  VERTCON   
 CZ1201  ___________________________________________________________________
 CZ1201  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CZ1201  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1201  HORZ ORDER  -  SECOND
 CZ1201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1201
 CZ1201.The horizontal coordinates were established by classical geodetic methods
 CZ1201.and adjusted by the National Geodetic Survey in August 1993.
 CZ1201
 CZ1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1201.The vertical order pertains to the NGVD 29 superseded value.
 CZ1201
 CZ1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1201
 CZ1201.The geoid height was determined by GEOID03.
 CZ1201
 CZ1201;                    North         East     Units Scale Factor Converg.
 CZ1201;SPC AZ C     -   202,779.027   212,133.794   MT  0.99990002   -0 00 25.6
 CZ1201;SPC AZ C     -   665,285.52    695,977.01   iFT  0.99990002   -0 00 25.6
 CZ1201;UTM  12      - 3,632,702.856   412,976.505   MT  0.99969338   -0 30 14.7
 CZ1201
 CZ1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1201!SPC AZ C     -   0.99994011  x   0.99990002  =   0.99984013
 CZ1201!UTM  12      -   0.99994011  x   0.99969338  =   0.99963350
 CZ1201
 CZ1201:                Primary Azimuth Mark                     Grid Az
 CZ1201:SPC AZ C     -  DUKES AZ MK                              001 15 22.4
 CZ1201:UTM  12      -  DUKES AZ MK                              001 45 11.5
 CZ1201
 CZ1201|---------------------------------------------------------------------|
 CZ1201| PID    Reference Object                     Distance      Geod. Az  |
 CZ1201|                                                           dddmmss.s |
 CZ1201| CH5102 DUKES AZ MK                                        0011456.8 |
 CZ1201| CZ1199 DUKES RM 1                            8.070 METERS 00214     |
 CZ1201| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX. 6.6 KM 0171839.8 |
 CZ1201| CZ1200 DUKES RM 2                            7.930 METERS 28730     |
 CZ1201|---------------------------------------------------------------------|
 CZ1201
 CZ1201                          SUPERSEDED SURVEY CONTROL
 CZ1201
 CZ1201  NAD 83(1986)-  32 49 44.06547(N)    111 55 47.15051(W) AD(       ) 2
 CZ1201  NAD 27      -  32 49 43.87580(N)    111 55 44.67620(W) AD(       ) 2
 CZ1201  NGVD 29 (??/??/92)  411.348  (m)         1349.56   (f) ADJ UNCH    2 0
 CZ1201
 CZ1201.Superseded values are not recommended for survey control.
 CZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1201.See file dsdata.txt to determine how the superseded data were derived.
 CZ1201
 CZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1297732703(NAD 83)
 CZ1201_MARKER: DS = TRIANGULATION STATION DISK
 CZ1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1201_SP_SET: STOVEPIPE
 CZ1201_STAMPING: DUKES 1960
 CZ1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1201
 CZ1201  HISTORY     - Date     Condition        Report By
 CZ1201  HISTORY     - 1960     MONUMENTED       CGS
 CZ1201  HISTORY     - 1960     GOOD             CGS
 CZ1201  HISTORY     - 1965     POOR             USGS
 CZ1201  HISTORY     - 1966     GOOD             AMS
 CZ1201  HISTORY     - 1971     POOR             NGS
 CZ1201
 CZ1201                          STATION DESCRIPTION
 CZ1201
 CZ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1201'THE STATION IS LOCATED ON A SMALL SAND DUNE ABOUT 10 MILES
 CZ1201'SOUTHWEST OF CASA GRANDE AND 4 MILES SOUTHEAST OF STANFIELD.
 CZ1201'
 CZ1201'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE GO WEST
 CZ1201'ON ARIZONA STATE HIGHWAY 84 TOWARD GILA BEND FOR 7.4 MILES
 CZ1201'TO RUSSELL ROAD.  TURN LEFT AND FOLLOW SOUTH RUSSELL ROAD FOR
 CZ1201'3.7 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 1.0 MILE
 CZ1201'TO AN INTERSECTION, TURN RIGHT AND GO 0.2 MILE TO THE DUNE AND
 CZ1201'THE STATION ON THE LEFT.
 CZ1201'
 CZ1201'THE STATION MARK IS A STANDARD DISK STAMPED DUKES 1960, SET
 CZ1201'IN A CONCRETE-FILLED 6-INCH STOVEPIPE THAT PROJECTS 6 INCHES
 CZ1201'AND IS 2.4 FEET SOUTH OF A WITNESS POST.
 CZ1201'
 CZ1201'R.M. 1 IS A STANDARD DISK STAMPED DUKES NO 1 1960, SET IN A
 CZ1201'CONCRETE-FILLED 6-INCH STOVEPIPE THAT PROJECTS 4 INCHES AND IS
 CZ1201'26.5 FEET NORTH OF THE WITNESS POST.
 CZ1201'
 CZ1201'R.M. 2 IS A STANDARD DISK STAMPED DUKES NO 2 1960, SET IN A
 CZ1201'CONCRETE-FILLED 6-INCH STOVEPIPE THAT PROJECTS 3 INCHES AND IS
 CZ1201'25.9 FEET WEST OF THE WITNESS POST.
 CZ1201'
 CZ1201'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUKES 1960, SET
 CZ1201'IN A CONCRETE-FILLED 6-INCH STOVEPIPE THAT IS FLUSH.  IT IS 50
 CZ1201'FEET WEST OF THE CENTER OF A BLADED ROAD AND 1 FOOT EAST OF A
 CZ1201'CORNER FENCE POST.  REACHED FROM THE STATION BY GOING NORTH ON
 CZ1201'THE BLADED ROAD FOR 0.5 MILE TO THE FENCE CORNER AND MARK ON
 CZ1201'THE LEFT.
 CZ1201
 CZ1201                          STATION RECOVERY (1960)
 CZ1201
 CZ1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ1201'12.3 MI SW FROM CASA GRANDE.
 CZ1201'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM POST OFFICE AT CASA GRANDE,
 CZ1201'THENCE 3.7 MILES SOUTH ALONG RUSSELL ROAD, THENCE 1 MILE WEST ALONG
 CZ1201'DIRT ROAD, THENCE 0.2 MILE NORTH TO A SMALL SAND DUNE, 2.4 FEET SOUTH
 CZ1201'OF THE WITNESS POST, SET IN THE TOP OF A 6-INCH CONCRETE-FILLED
 CZ1201'STOVEPIPE THAT PROJECTS 6 INCHES.
 CZ1201
 CZ1201                          STATION RECOVERY (1965)
 CZ1201
 CZ1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CZ1201'STATION WAS DISTRUBED DURING RECENT CONSTRUCTION OF A NEARBY
 CZ1201'INTERSTATE ROUTE.  ROAD EXCAVATION HAS LEFT THE MONUMENT PARTIALLY
 CZ1201'EXPOSED AND LOOSE.
 CZ1201
 CZ1201                          STATION RECOVERY (1966)
 CZ1201
 CZ1201'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 CZ1201'THE STATION MARK AND R.M.S WERE RECOVERED IN GOOD CONDITION.
 CZ1201'THE ROAD TO AN ABANDONED BORROW PIT PASSES ALONG THE SOUTH SIDE
 CZ1201'OF THE STATION MARK AND IT IS EXPOSED ABOUT 2 FEET ON THE
 CZ1201'SOUTH SIDE OF MONUMENT FROM EROSION.
 CZ1201
 CZ1201                          STATION RECOVERY (1971)
 CZ1201
 CZ1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CZ1201'THE STATION MARK AND UNDERGROUND STATION WERE FOUND DISTURBED
 CZ1201'AND WERE REPLACED AT THIS TIME.  REFERENCE MARKS 1 AND 2 AND
 CZ1201'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 CZ1201'CONDITION.
 CZ1201'
 CZ1201'THE STATION MARK IS A STANDARD DISK STAMPED, DUKES 1960 1971.
 CZ1201'IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH IS REINFORCED
 CZ1201'WITH CONCRETE AT THE BASE.  THE MARK IS ALONG THE WEST BANK OF
 CZ1201'AN OLD ROAD BED AT THE TOP OF A LOW SAND DUNE.  IT IS 35 YARDS
 CZ1201'NORTH OF THE NORTH RIGHT OF WAY FENCE LINE OF INTERSTATE HIGHWAY
 CZ1201'8 AND 1 FOOT WEST OF WITNESS POST AND SIGN.
 CZ1201'
 CZ1201'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DUKES NO 1 1960.
 CZ1201'IT IS SET IN THE TOP OF A 6 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1201'6 INCHES.  IT IS ON TOP OF THE HIGHEST PART OF THE SAND DUNE,
 CZ1201'24 FEET NORTH OF THE WITNESS POST.
 CZ1201'
 CZ1201'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DUKES NO 2 1960.
 CZ1201'IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH PROJECTS
 CZ1201'6 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION AND
 CZ1201'22 FEET WEST OF THE WITNESS POST.
 CZ1201'
 CZ1201'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DUKES 1960.  IT
 CZ1201'IS SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH IS ABOUT 3
 CZ1201'INCHES BELOW THE GROUND SURFACE.  IT IS 50 FEET WEST OF THE
 CZ1201'BLADED ROAD AND 1 FOOT EAST OF A LARGE FENCE CORNER POST AND
 CZ1201'WITNESS SIGN.
 CZ1201'
 CZ1201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93
 CZ1201'AND STATE HIGHWAY 84 IN CASA GRANDE GO WEST ALONG 84 FOR 8.8
 CZ1201'MILES TO RUSSELL ROAD, CONTINUE WEST FOR 1.5 MILES TO A HIGHWAY
 CZ1201'BRIDGE, CROSS BRIDGE AND TURN LEFT ALONG GRADED ROAD FOR 3.05
 CZ1201'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ALONG
 CZ1201'THE GRADED ROAD FOR 0.45 MILE TO A SHARP LEFT TURN IN THE
 CZ1201'ROAD.  BEAR RIGHT OFF THE BANK, TURN LEFT AND FOLLOW OLD GRADED
 CZ1201'ROAD FOR 0.1 MILE TO THE STATION.
 CZ1201'
 CZ1201'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1201'
 CZ1201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 CZ1201'SOUTHEAST OF STANFIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1199 ***********************************************************************
 CZ1199  DESIGNATION -  DUKES RM 1
 CZ1199  PID         -  CZ1199
 CZ1199  STATE/COUNTY-  AZ/PINAL
 CZ1199  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1199
 CZ1199                         *CURRENT SURVEY CONTROL
 CZ1199  ___________________________________________________________________
 CZ1199* NAD 83(1986)-  32 49 43.     (N)    111 55 45.     (W)     SCALED    
 CZ1199* NAVD 88     -       412.25   (+/-2cm)    1352.5    (feet)  VERTCON   
 CZ1199  ___________________________________________________________________
 CZ1199  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1199
 CZ1199.The horizontal coordinates were scaled from a topographic map and have
 CZ1199.an estimated accuracy of +/- 6 seconds.
 CZ1199
 CZ1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1199.The vertical order pertains to the NGVD 29 superseded value.
 CZ1199
 CZ1199.The geoid height was determined by GEOID03.
 CZ1199
 CZ1199;                    North         East    Units  Estimated Accuracy
 CZ1199;SPC AZ C     -   202,750.      212,190.      MT  (+/- 180 meters Scaled)
 CZ1199
 CZ1199                          SUPERSEDED SURVEY CONTROL
 CZ1199
 CZ1199  NGVD 29 (??/??/92)  411.645  (m)         1350.54   (f) ADJ UNCH    2 0
 CZ1199
 CZ1199.Superseded values are not recommended for survey control.
 CZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1199.See file dsdata.txt to determine how the superseded data were derived.
 CZ1199
 CZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB130326(NAD 83)
 CZ1199_MARKER: DR = REFERENCE MARK DISK
 CZ1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1199_SP_SET: STOVEPIPE
 CZ1199_STAMPING: DUKES NO 1 1960
 CZ1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1199
 CZ1199  HISTORY     - Date     Condition        Report By
 CZ1199  HISTORY     - 1960     MONUMENTED       CGS
 CZ1199
 CZ1199                          STATION DESCRIPTION
 CZ1199
 CZ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1199'11.1 MI SW FROM CASA GRANDE.
 CZ1199'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1199'GRANDE, THENCE 3.7 MILES SOUTH ALONG RUSSELL ROAD, THENCE 1 MILE WEST
 CZ1199'ALONG DIRT ROAD, THENCE 0.2 MILE NORTH TO A SMALL SAND DUNE, 26.5 FEET
 CZ1199'NORTH OF WITNESS POST, SET IN THE TOP OF A 6-INCH CONCRETE-FILLED
 CZ1199'STOVE PIPE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1200 ***********************************************************************
 CZ1200  DESIGNATION -  DUKES RM 2
 CZ1200  PID         -  CZ1200
 CZ1200  STATE/COUNTY-  AZ/PINAL
 CZ1200  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1200
 CZ1200                         *CURRENT SURVEY CONTROL
 CZ1200  ___________________________________________________________________
 CZ1200* NAD 83(1986)-  32 49 43.     (N)    111 55 45.     (W)     SCALED    
 CZ1200* NAVD 88     -       411.64   (+/-2cm)    1350.5    (feet)  VERTCON   
 CZ1200  ___________________________________________________________________
 CZ1200  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1200
 CZ1200.The horizontal coordinates were scaled from a topographic map and have
 CZ1200.an estimated accuracy of +/- 6 seconds.
 CZ1200
 CZ1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1200.The vertical order pertains to the NGVD 29 superseded value.
 CZ1200
 CZ1200.The geoid height was determined by GEOID03.
 CZ1200
 CZ1200;                    North         East    Units  Estimated Accuracy
 CZ1200;SPC AZ C     -   202,750.      212,190.      MT  (+/- 180 meters Scaled)
 CZ1200
 CZ1200                          SUPERSEDED SURVEY CONTROL
 CZ1200
 CZ1200  NGVD 29 (??/??/92)  411.044  (m)         1348.57   (f) ADJ UNCH    2 0
 CZ1200
 CZ1200.Superseded values are not recommended for survey control.
 CZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1200.See file dsdata.txt to determine how the superseded data were derived.
 CZ1200
 CZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB130326(NAD 83)
 CZ1200_MARKER: DR = REFERENCE MARK DISK
 CZ1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1200_SP_SET: STOVEPIPE
 CZ1200_STAMPING: DUKES NO 2 1960
 CZ1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1200
 CZ1200  HISTORY     - Date     Condition        Report By
 CZ1200  HISTORY     - 1960     MONUMENTED       CGS
 CZ1200
 CZ1200                          STATION DESCRIPTION
 CZ1200
 CZ1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1200'12.3 MI SW FROM CASA GRANDE.
 CZ1200'7.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1200'GRANDE, THENCE 3.7 MILES SOUTH ALONG RUSSELL ROAD, THENCE 1 MILE WEST
 CZ1200'ALONG DIRT ROAD, THENCE 0.2 MILE NORTH TO A SMALL SAND DUNE, 26 FEET
 CZ1200'WEST OF WITNESS POST, SET IN THE TOP OF A 6-INCH CONCRETE-FILLED STOVE
 CZ1200'PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0852 ***********************************************************************
 ES0852  DESIGNATION -  DUMP
 ES0852  PID         -  ES0852
 ES0852  STATE/COUNTY-  AZ/GILA
 ES0852  USGS QUAD   -  DIAMOND POINT (1973)
 ES0852
 ES0852                         *CURRENT SURVEY CONTROL
 ES0852  ___________________________________________________________________
 ES0852* NAD 83(1992)-  34 15 49.14949(N)    111 14 32.20842(W)     ADJUSTED  
 ES0852* NAVD 88     -      1491.3    (meters)    4893.     (feet)  VERTCON   
 ES0852  ___________________________________________________________________
 ES0852  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 ES0852  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ES0852  HORZ ORDER  -  SECOND
 ES0852
 ES0852.The horizontal coordinates were established by classical geodetic methods
 ES0852.and adjusted by the National Geodetic Survey in August 1993.
 ES0852
 ES0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0852
 ES0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0852
 ES0852.The geoid height was determined by GEOID03.
 ES0852
 ES0852;                    North         East     Units Scale Factor Converg.
 ES0852;SPC AZ E     -   362,420.035   114,305.498   MT  1.00002091   -0 36 20.2
 ES0852;SPC AZ E     - 1,189,042.11    375,018.04   iFT  1.00002091   -0 36 20.2
 ES0852;UTM  12      - 3,791,416.438   477,695.294   MT  0.99960613   -0 08 11.1
 ES0852
 ES0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0852!SPC AZ E     -   0.99976992  x   1.00002091  =   0.99979082
 ES0852!UTM  12      -   0.99976992  x   0.99960613  =   0.99937614
 ES0852
 ES0852:                Primary Azimuth Mark                     Grid Az
 ES0852:SPC AZ E     -  DIAMOND POINT                            060 27 29.1
 ES0852:UTM  12      -  DIAMOND POINT                            059 59 20.0
 ES0852
 ES0852|---------------------------------------------------------------------|
 ES0852| PID    Reference Object                     Distance      Geod. Az  |
 ES0852|                                                           dddmmss.s |
 ES0852| ES0971 DIAMOND POINT                       APPROX. 5.3 KM 0595108.9 |
 ES0852| DZ1288 DUMP RM 1                            10.903 METERS 10036     |
 ES0852| DZ1289 DUMP RM 2                            11.587 METERS 19215     |
 ES0852|---------------------------------------------------------------------|
 ES0852
 ES0852                          SUPERSEDED SURVEY CONTROL
 ES0852
 ES0852  NAD 83(1986)-  34 15 49.14282(N)    111 14 32.21464(W) AD(       ) 2
 ES0852  NGVD 29 (07/10/87) 1490.5    (m)         4890.     (f) VERT ANG    3  
 ES0852
 ES0852.Superseded values are not recommended for survey control.
 ES0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0852.See file dsdata.txt to determine how the superseded data were derived.
 ES0852
 ES0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7769591416(NAD 83)
 ES0852_MARKER: DS = TRIANGULATION STATION DISK
 ES0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0852+STABILITY: SURFACE MOTION
 ES0852
 ES0852  HISTORY     - Date     Condition        Report By
 ES0852  HISTORY     - 1981     MONUMENTED       AZDT
 ES0852  HISTORY     - 1984     GOOD             AZDT
 ES0852  HISTORY     - 20070309 GOOD             GEOCAC
 ES0852
 ES0852                          STATION DESCRIPTION
 ES0852
 ES0852'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0852'THE STATION IS LOCATED 5 MILES NORTHEAST OF PAYSON ALONG ARIZONA STATE
 ES0852'HIGHWAY 260.
 ES0852'
 ES0852'THE STATION MARK IS AN AZDT DISK STAMPED---DUMP 1981---SET IN TOP
 ES0852'OF A CONCRETE MONUMENT 200 FEET WEST OF THE ROAD LEADING TO THE PAYSON
 ES0852'DUMP AND NEAR A POWER LINE.
 ES0852'
 ES0852'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DUMP RM 1 1981---SET
 ES0852'IN TOP OF A CONCRETE MONUMENT.
 ES0852'
 ES0852'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DUMP RM 2 1981---SET
 ES0852'IN TOP OF A CONCRETE MONUMENT.
 ES0852'
 ES0852'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ON
 ES0852'MAIN STREET FOR 0.6 MILE TO ARIZONA HIGHWAY 87, CONTINUE NORTH FOR
 ES0852'0.75 MILE TO THE JUNCTION WITH ARIZONA HIGHWAY 260.  TURN RIGHT ALONG
 ES0852'260 FOR 5.0 MILES TO THE STATION ON THE LEFT AT A HIGHWAY CUT.
 ES0852
 ES0852                          STATION RECOVERY (1984)
 ES0852
 ES0852'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0852'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1980.
 ES0852
 ES0852                          STATION RECOVERY (2007)
 ES0852
 ES0852'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0852'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 ES0852'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1057 ***********************************************************************
 ET1057  DESIGNATION -  DUMPY
 ET1057  PID         -  ET1057
 ET1057  STATE/COUNTY-  AZ/YAVAPAI
 ET1057  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1057
 ET1057                         *CURRENT SURVEY CONTROL
 ET1057  ___________________________________________________________________
 ET1057* NAD 83(1992)-  34 27 49.74816(N)    113 17 27.56193(W)     ADJUSTED  
 ET1057* NAVD 88     -      1076.3    (meters)    3531.     (feet)  VERTCON   
 ET1057  ___________________________________________________________________
 ET1057  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 ET1057  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 ET1057  HORZ ORDER  -  SECOND
 ET1057
 ET1057.The horizontal coordinates were established by classical geodetic methods
 ET1057.and adjusted by the National Geodetic Survey in August 1993.
 ET1057
 ET1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1057
 ET1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1057
 ET1057.The geoid height was determined by GEOID03.
 ET1057
 ET1057;                    North         East     Units Scale Factor Converg.
 ET1057;SPC AZ C     -   384,955.581    87,095.956   MT  1.00009645   -0 46 40.1
 ET1057;SPC AZ C     - 1,262,977.63    285,747.89   iFT  1.00009645   -0 46 40.1
 ET1057;SPC AZ W     -   384,206.951   255,531.079   MT  0.99995525   +0 15 35.1
 ET1057;SPC AZ W     - 1,260,521.49    838,356.56   iFT  0.99995525   +0 15 35.1
 ET1057;UTM  12      - 3,815,966.731   289,568.587   MT  1.00014584   -1 17 48.9
 ET1057
 ET1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1057!SPC AZ C     -   0.99983561  x   1.00009645  =   0.99993205
 ET1057!SPC AZ W     -   0.99983561  x   0.99995525  =   0.99979087
 ET1057!UTM  12      -   0.99983561  x   1.00014584  =   0.99998143
 ET1057
 ET1057|---------------------------------------------------------------------|
 ET1057| PID    Reference Object                     Distance      Geod. Az  |
 ET1057|                                                           dddmmss.s |
 ET1057| CH3076 DUMPY RM 2                           10.523 METERS 02547     |
 ET1057| ET1032 CROSBY                              APPROX.15.3 KM 0800529.8 |
 ET1057| CH3075 DUMPY RM 1                            8.291 METERS 13616     |
 ET1057|---------------------------------------------------------------------|
 ET1057
 ET1057                          SUPERSEDED SURVEY CONTROL
 ET1057
 ET1057  NAD 83(1986)-  34 27 49.74739(N)    113 17 27.56849(W) AD(       ) 2
 ET1057  NAD 27      -  34 27 49.68022(N)    113 17 24.84543(W) AD(       ) 2
 ET1057  NGVD 29 (07/19/86) 1075.6    (m)         3529.     (f) VERT ANG    3  
 ET1057
 ET1057.Superseded values are not recommended for survey control.
 ET1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1057.See file dsdata.txt to determine how the superseded data were derived.
 ET1057
 ET1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8956915967(NAD 83)
 ET1057_MARKER: DD = SURVEY DISK
 ET1057_SETTING: 80 = SET IN A BOULDER
 ET1057_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1057
 ET1057  HISTORY     - Date     Condition        Report By
 ET1057  HISTORY     - 1966     MONUMENTED       USGS
 ET1057  HISTORY     - 1967     GOOD             USGS
 ET1057  HISTORY     - 1980     GOOD             AZDT
 ET1057
 ET1057                          STATION DESCRIPTION
 ET1057
 ET1057'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CJH)
 ET1057'LOCATED 2.5 MI. (AIRLINE) SE. OF WICKIEUP.  9.5 MI. SW. OF BAGDAD.
 ET1057'AND 9 MI. NW. OF THE SANTA MARIA RIVER BRIDGE ON U.S. HIGHWAY 93.
 ET1057'ON A HIGH PROMINENT TOP ABOUT 0.3 MI. NE. OF U.S. 93.
 ET1057'
 ET1057'TO REACH FROM JUNCTION OF U.S. 93. U.S. 60 AND 70 IN WICKENBURG,
 ET1057'GO NW. ON U.S. HIGHWAY 93 FOR 16.2 MI. TO JUNCTION OF 93 AND ARIZONA
 ET1057'STATE 71.  CONTINUE ON U.S. 93 FOR 31.4 MI. TO A DIRT CROSSROAD
 ET1057'INTERSECTION.  TURN RIGHT, GO THROUGH A GATE FOR 0.2 MI. TO DIRT
 ET1057'RD. INTERSECTION (NEW POWERLINE RD.) TURN RIGHT AND GO 1.4 MI.
 ET1057'ALONG POWERLINE RD. TO BASE OF PROMINENT TOP.  (POWERLINE POLE
 ET1057'689 END OF TRUCK TRAVEL).  ABOUT A 5-MINUTE PACK TO TOP.
 ET1057'
 ET1057'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED DUMPY 1966,
 ET1057'CEMENTED IN A BURIED BOULDER.
 ET1057'
 ET1057'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED NO 1
 ET1057'CEMENTED IN A BURIED BOULDER.
 ET1057'
 ET1057'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED NO 2
 ET1057'CEMENTED IN A BURIED BOULDER.
 ET1057
 ET1057                          STATION RECOVERY (1980)
 ET1057
 ET1057'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1057'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1057'DESCRIBED BY THE USGS DESCRIPTION OF 1967.  THE ROUTE TO THE STATION
 ET1057'REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0996 ***********************************************************************
 FR0996  DESIGNATION -  DUNCAN
 FR0996  PID         -  FR0996
 FR0996  STATE/COUNTY-  AZ/MOHAVE
 FR0996  USGS QUAD   -  QUARTERMASTER CANYON SW (1968)
 FR0996
 FR0996                         *CURRENT SURVEY CONTROL
 FR0996  ___________________________________________________________________
 FR0996* NAD 83(1992)-  35 48 33.08907(N)    113 59 05.41798(W)     ADJUSTED  
 FR0996* NAVD 88     -      2067.8    (meters)    6784.     (feet)  VERTCON   
 FR0996  ___________________________________________________________________
 FR0996  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 FR0996  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FR0996  HORZ ORDER  -  SECOND
 FR0996
 FR0996.The horizontal coordinates were established by classical geodetic methods
 FR0996.and adjusted by the National Geodetic Survey in August 1993.
 FR0996
 FR0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0996
 FR0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0996
 FR0996.The geoid height was determined by GEOID03.
 FR0996
 FR0996;                    North         East     Units Scale Factor Converg.
 FR0996;SPC AZ W     -   533,386.642   192,136.618   MT  0.99993888   -0 08 14.6
 FR0996;SPC AZ W     - 1,749,956.17    630,369.48   iFT  0.99993888   -0 08 14.6
 FR0996;UTM  12      - 3,966,897.795   230,298.283   MT  1.00049642   -1 44 50.8
 FR0996;UTM  11      - 3,966,981.836   772,442.450   MT  1.00051473   +1 45 54.8
 FR0996
 FR0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0996!SPC AZ W     -   0.99967973  x   0.99993888  =   0.99961863
 FR0996!UTM  12      -   0.99967973  x   1.00049642  =   1.00017599
 FR0996!UTM  11      -   0.99967973  x   1.00051473  =   1.00019429
 FR0996
 FR0996|---------------------------------------------------------------------|
 FR0996| PID    Reference Object                     Distance      Geod. Az  |
 FR0996|                                                           dddmmss.s |
 FR0996| CH3079 DUNCAN RM 1                           8.284 METERS 07108     |
 FR0996| CH3080 DUNCAN RM 2                           7.686 METERS 17833     |
 FR0996| CH3078 DUNCAN AZ MK 2                                     3111048.5 |
 FR0996| CH3077 DUNCAN AZ MK                                       3534213.5 |
 FR0996|---------------------------------------------------------------------|
 FR0996
 FR0996                          SUPERSEDED SURVEY CONTROL
 FR0996
 FR0996  NAD 83(1986)-  35 48 33.08238(N)    113 59 05.41507(W) AD(       ) 2
 FR0996  NAD 27      -  35 48 33.11700(N)    113 59 02.58300(W) AD(       ) 2
 FR0996  NGVD 29 (07/19/86) 2066.9    (m)         6781.     (f) VERT ANG    3  
 FR0996
 FR0996.Superseded values are not recommended for survey control.
 FR0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0996.See file dsdata.txt to determine how the superseded data were derived.
 FR0996
 FR0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3029866898(NAD 83)
 FR0996_MARKER: Z = SEE DESCRIPTION
 FR0996_SETTING: 66 = SET IN ROCK OUTCROP
 FR0996
 FR0996  HISTORY     - Date     Condition        Report By
 FR0996  HISTORY     - 1935     MONUMENTED       USGS
 FR0996  HISTORY     - 1936     SEE DESCRIPTION  CGS
 FR0996  HISTORY     - 1950     GOOD             CGS
 FR0996
 FR0996                          STATION DESCRIPTION
 FR0996
 FR0996'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 FR0996'POINT INTERSECTED IS A LARGE ROCK CAIRN WITH A POLE IN THE CENTER
 FR0996'WHICH MARKS THE U.S. GEOLOGICAL SURVEY STATION DUNCAN, LOCATED 5
 FR0996'MILES SOUTHEAST OF STATION TINNAKA (1925), ON A HIGH ROUNDED
 FR0996'MOUNTAIN WHICH IS THE HIGHEST MOUNTAIN IN THE VICINITY AND IS
 FR0996'THE HIGHEST PEAK OF THE GRAND WASH CLIFFS.  IT IS LOCATED 20
 FR0996'MILES SOUTHEAST OF PIERCES FERRY AND 30 MILES NORTH-NORTHEAST OF
 FR0996'CHLORIDE.
 FR0996
 FR0996                          STATION RECOVERY (1936)
 FR0996
 FR0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0996'ABOUT 36 MILES NORTHWEST OF PEACH SPRINGS AND 35 MILES
 FR0996'NORTH-NORTHWEST OF HACKBERRY, 3-1/2 MILES WEST OF THE WEST
 FR0996'BOUNDARY OF THE HUALPAI INDIAN RESERVATION, ON THE HIGH SUMMIT AT
 FR0996'THE EXTREME SOUTHWEST END OF THE GRAND WASH CLIFFS.  A HIGH,
 FR0996'RIM-ROCK RIDGE EXTENDING ABOUT 12 MILES IN A GENERALLY
 FR0996'NORTHEAST-SOUTHWEST DIRECTION, ON THE SUMMIT OF THE POINT LYING
 FR0996'ABOUT 4 MILES SOUTH OF THE DUNCAN RANCH AND 2 MILES SOUTH OF
 FR0996'IRON SPRINGS, ON THE HIGHEST POINT OF THE BRUSHY PEAK, ABOUT
 FR0996'60 YARDS NORTHEAST OF THE SOUTHWEST END OF THE RANGE, 15 FEET
 FR0996'SOUTHEAST OF THE EDGE OF THE RIM-ROCK.  A STANDARD U.S.
 FR0996'GEOLOGICAL SURVEY DISK, STAMPED DUNCAN RS 1926, SET INTO A DRILL
 FR0996'HOLE IN ROCK OUTCROP.
 FR0996'
 FR0996'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION, ALONG THE
 FR0996'NORTHWEST EDGE OF THE SUMMIT, IN THE TOP OF A LARGE FLAT OUTCROP
 FR0996'OF BEDROCK.  A STANDARD U.S. COAST AND GEODETIC SURVEY REFERENCE
 FR0996'DISK, SET INTO A DRILL HOLE IN ROCK OUTCROP.  REFERENCE MARK NO. 2
 FR0996'IS SOUTH BY WEST OF THE
 FR0996'STATION, SLIGHTLY DOWN THE SOUTHEAST SLOPE OF THE SUMMIT.  A
 FR0996'STANDARD U.S. COAST AND GEODETIC SURVEY REFERENCE DISK SET INTO
 FR0996'A DRILL HOLE IN ROCK OUTCROP.
 FR0996'THE AZMUTH MARK, SET INTO A DRILL HOLE IN ROCK
 FR0996'OUTCROP, IS APPROXIMATELY
 FR0996'2.0 MILES NORTH OF THE STATION, AT IRON SPRINGS AT THE HEAD OF
 FR0996'THE KING TUT PLACER MINE PIPE-LINE, AT THE END OF TRUCK
 FR0996'TRAVEL, ON THE SOUTH SIDE OF THE ROAD LEADING UP THE WASH,
 FR0996'OPPOSITE THE SOUTHEAST END OF A SMALL CONCRETE DAM, IN TOP OF
 FR0996'SOUTHWEST END OF A LARGE ROCK OUTCROP.
 FR0996'
 FR0996'TO REACH THE STATION FROM PEACH SPRINGS, GO WEST ON U.S. HIGHWAY
 FR0996'66 FOR 28.2 MILES, OR 5.8 MILES PAST NORTHSIDE GARAGE AT
 FR0996'HACKBERRY, AND TURN RIGHT (NORTH) THROUGH GATE AT SIGN P AND M
 FR0996'MINE, THENCE 10.6 MILES AND KEEP LEFT FORK, THENCE 4.7 MILES AND
 FR0996'KEEP LEFT FORK, THENCE 1.7 MILES AND KEEP LEFT FORK, THENCE 0.9
 FR0996'MILE AND KEEP RIGHT FORK, THENCE 4.7 MILES AND KEEP LEFT FORK,
 FR0996'THENCE NORTH ON MAIN-TRAVELED ROAD FOR 10.2 MILES, OR 3.5 MILES
 FR0996'PAST THE VALLEY RANCH HOUSE.  TURN RIGHT ON GRADED ROAD AT
 FR0996'CROSSROADS, THENCE NORTHEAST FOR 7.1 MILES AND TAKE RIGHT
 FR0996'FORK AT SIGN PIERCE FERRY, THENCE 0.2 MILE AND KEEP LEFT
 FR0996'FORK, THENCE 2.5 MILES AND KEEP STRAIGHT AHEAD AT CROSS ROADS
 FR0996'ALONG PIPELINE, THENCE 1.9 MILES AND KEEP LEFT FORK, THENCE 1.2
 FR0996'MILES AND PASS THROUGH WIRE GATE, THENCE 0.1 MILE AND BEAR
 FR0996'LEFT ON ROAD UP WASH, PASSING THE DUNCAN RANCH ON THE
 FR0996'RIGHT, THENCE 0.8 MILE AND KEEP RIGHT FORK SOUTH-SOUTHWEST UP
 FR0996'WASH FOR 3.6 MILES TO END OF TRUCK TRAVEL AT SMALL CONCRETE
 FR0996'DAM ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  GO SOUTH
 FR0996'ACROSS COUNTRY TOWARDS A SMALL SHOULDER EXTENDING NORTH
 FR0996'FROM THE MAIN RIDGE, THENCE UP THE SHOULDER AND ALONG ITS
 FR0996'LEVEL TOP TO BASE OF MAIN RIDGE, THEN RIGHT ALONG ITS BASE
 FR0996'FOR A SHORT DISTANCE TO A SMALL, STEEP WASH.  CROSS WASH AND CUT
 FR0996'BACK SHARPLY TO THE LEFT (SOUTHEAST) AND GO UP A STEEP
 FR0996'ROCK SLIDE, HEADING TOWARDS A BREAK IN THE RIMROCK AND CONTINUE
 FR0996'TO SUMMIT OF RIDGE, THENCE SOUTHWEST FOR ABOUT 1/2 MILE TO THE
 FR0996'STATION ON THE HIGHEST POINT.  ABOUT 2 MILES, 2000-FOOT CLIMB,
 FR0996'1-1/2 HOURS HARD PACKING.
 FR0996'
 FR0996'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0996
 FR0996                          STATION RECOVERY (1950)
 FR0996
 FR0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0996'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 FR0996'GOOD CONDITION.  DISTANCE AND DIRECTION WERE CHECKED TO THE
 FR0996'REFERENCE MARKS.  A NEW AZIMUTH MARK WAS SET BY F.A.R. IN 1947
 FR0996'BUT DIRECTIONS WERE NOT TAKEN TO IT UNTIL 1950.  IS A STANDARD
 FR0996'DISK STAMPED DUNCAN 1947 CEMENTED IN A DRILL HOLE IN A LARGE
 FR0996'GRANITE BOULDER ABOUT 4 FEET IN DIAMETER AND PROJECTING 3 FEET,
 FR0996'LOCATED ON THE GROUNDS OF AN OLD ABANDONED RANCH HOUSE 2 MILES
 FR0996'NORTH OF THE STATION, 50 FEET NORTH OF THE RANCH ENTRANCE, 40
 FR0996'FEET SOUTH-SOUTHEAST OF THE CORRAL CORNER AND 11 FEET EAST OF
 FR0996'THE CENTER OF THE TRACK ROAD.  IT IS 131 10 48.2 IN AZIMUTH.
 FR0996'
 FR0996'THE OLD DESCRIPTION TO REACH IS OBSOLETE, STATION WAS REACHED AS
 FR0996'FOLLOWS.
 FR0996'
 FR0996'FROM THE R.R. DEPOT IN KINGMAN GO NORTHWEST ON U.S. HIGHWAY 93-466
 FR0996'30 MILES TO BLADED ROAD AND SIGN PIERCE FERRY 53 ON RIGHT, TURN
 FR0996'RIGHT ON TO BLADED ROAD AND FOLLOW MAIN TRAVELED ROAD 22.8 MILES
 FR0996'TO CROSSROADS, CONTINUE STRAIGHT AHEAD AS PER SIGN PIERCES
 FR0996'FERRY 32 6.2 MILES TO FORK AND SIGN PIERCES FERRY 25 KEEP RIGHT
 FR0996'FORK 0.2 MILE TO FORK, CONTINUE STRAIGHT AHEAD 2.6 MILES TO
 FR0996'PIPELINE CROSSING ROAD, CONTINUE STRAIGHT AHEAD 3.0 MILES TO
 FR0996'FORK IN BOTTOM OF WASH JUST BEFORE REACHING GATE PASS THROUGH
 FR0996'GATE ENTERING THE DUNCAN RANCH GROUNDS, CONTINUE 0.15 MILE
 FR0996'TO GATE, PASS THROUGH GATE AND GO 0.45 MILE TO FORK, TAKE
 FR0996'RIGHT FORK AND CONTINUE 4.8 MILES TO RANCH ENTRANCE AND
 FR0996'AZIMUTH MARK LOCATION.
 FR0996'
 FR0996'FROM HERE A 4-WHEEL DRIVE MAY BE DRIVEN 0.50 MILE SOUTHERLY ALONG
 FR0996'FENCELINE TO THE FOOT OF THE FIRST SMALL RIDGE EXTENDING NORTH
 FR0996'FROM THE STATION HILL.
 FR0996'
 FR0996'PACK SOUTHERLY ACROSS LOW RIDGES TO A POINT JUST UNDER THE HIGH
 FR0996'SHEER CLIFFS OF THE STATION HILL, THENCE RIGHT AROUND BASE OF CLIFFS
 FR0996'TO THE SOUTHWESTERN AND SLOPING SIDE OF THE MOUNTAIN, THENCE LEFT
 FR0996'TO THE STATION ON THE HIGHEST PART.  A 2-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2016 ***********************************************************************
 DV2016  DESIGNATION -  DUNLAP
 DV2016  PID         -  DV2016
 DV2016  STATE/COUNTY-  AZ/MARICOPA
 DV2016  USGS QUAD   -  GLENDALE (1982)
 DV2016
 DV2016                         *CURRENT SURVEY CONTROL
 DV2016  ___________________________________________________________________
 DV2016* NAD 83(1992)-  33 34 01.20883(N)    112 10 08.01354(W)     ADJUSTED  
 DV2016* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 DV2016  ___________________________________________________________________
 DV2016  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 DV2016  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV2016  HORZ ORDER  -  FIRST
 DV2016
 DV2016.The horizontal coordinates were established by classical geodetic methods
 DV2016.and adjusted by the National Geodetic Survey in August 1993.
 DV2016
 DV2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2016
 DV2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2016
 DV2016.The geoid height was determined by GEOID03.
 DV2016
 DV2016;                    North         East     Units Scale Factor Converg.
 DV2016;SPC AZ C     -   284,659.720   189,942.905   MT  0.99990676   -0 08 22.1
 DV2016;SPC AZ C     -   933,922.97    623,172.26   iFT  0.99990676   -0 08 22.1
 DV2016;UTM  12      - 3,714,759.703   391,507.740   MT  0.99974511   -0 38 46.9
 DV2016
 DV2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2016!SPC AZ C     -   0.99994762  x   0.99990676  =   0.99985439
 DV2016!UTM  12      -   0.99994762  x   0.99974511  =   0.99969274
 DV2016
 DV2016|---------------------------------------------------------------------|
 DV2016| PID    Reference Object                     Distance      Geod. Az  |
 DV2016|                                                           dddmmss.s |
 DV2016| CH5104 DUNLAP RM 1                          27.549 METERS 17700     |
 DV2016| CH5103 DUNLAP AZ MK                                       1792858.7 |
 DV2016| CH5105 DUNLAP RM 2                          35.205 METERS 35928     |
 DV2016|---------------------------------------------------------------------|
 DV2016
 DV2016                          SUPERSEDED SURVEY CONTROL
 DV2016
 DV2016  NAD 83(1986)-  33 34 01.20335(N)    112 10 08.01966(W) AD(       ) 1
 DV2016  NAD 27      -  33 34 01.05890(N)    112 10 05.46960(W) AD(       ) 1
 DV2016  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG    3  
 DV2016
 DV2016.Superseded values are not recommended for survey control.
 DV2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2016.See file dsdata.txt to determine how the superseded data were derived.
 DV2016
 DV2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9150814760(NAD 83)
 DV2016_MARKER: DS = TRIANGULATION STATION DISK
 DV2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2016
 DV2016  HISTORY     - Date     Condition        Report By
 DV2016  HISTORY     - 1963     MONUMENTED       CGS
 DV2016  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DV2016
 DV2016                          STATION DESCRIPTION
 DV2016
 DV2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2016'THE STATION IS LOCATED ALONG THE EAST SIDE OF 51ST AVENUE,
 DV2016'186 FEET SOUTH OF THE INTERSECTION OF 51ST AVENUE AND DUNLAP
 DV2016'AVENUE, 2-1/2 MILES NORTH-NORTHEAST OF GLENDALE, 7-3/4 MILES
 DV2016'NORTHWEST OF THE CENTRAL SECTION OF PHOENIX AND ON ROAD
 DV2016'RIGHT-OF-WAY.
 DV2016'
 DV2016'TO REACH THE STATION FROM THE JUNCTION OF BLACK CANYON HIGHWAY
 DV2016'AND WEST BUCKEYE ROAD, GO NORTH ON BLACK CANYON HIGHWAY FOR
 DV2016'ABOUT 9.0 MILES TO THE END OF THE FREEWAY AND DUNLAP AVENUE, TURN
 DV2016'LEFT, GO WEST ON DUNLAP AVENUE FOR 3.0 MILES TO THE INTERSECTION
 DV2016'OF 51 ST AVENUE, TURN LEFT, GO SOUTH ON 51 ST AVENUE FOR ABOUT
 DV2016'186 FEET TO THE STATION ON THE LEFT AS DESCRIBED.
 DV2016'
 DV2016'THE STATION MARK IS A STANDARD DISK STAMPED DUNLAP 1963, SET IN
 DV2016'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV2016'GROUND SURFACE.  IT IS 5.0 FEET WEST OF A FENCE LINE, 28.3
 DV2016'FEET EAST OF THE CENTERLINE OF 51 ST AVENUE, 30.9 FEET
 DV2016'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TIN BUILDING AND
 DV2016'186.2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION
 DV2016'OF 51 ST AVENUE AND DUNLAP AVENUE.
 DV2016'
 DV2016'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUNLAP NO 1 1963,
 DV2016'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 DV2016'ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET WEST OF THE FENCE
 DV2016'LINE, 1.8 FEET NORTH-NORTHWEST OF A STANDARD METAL WITNESS
 DV2016'POST AND MARKER AND 32.6 FEET EAST OF THE CENTERLINE OF 51 ST
 DV2016'AVENUE.
 DV2016'
 DV2016'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUNLAP NO 2 1963,
 DV2016'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DV2016'THE GROUND SURFACE.  IT IS 2.4 FEET NORTHWEST OF THE SOUTHWEST
 DV2016'FENCE CORNER, 28.2 FEET EAST OF THE CENTERLINE OF 51 ST AVENUE,
 DV2016'32.4 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF HOUSE AND
 DV2016'73.2 FEET SOUTHEAST OF THE CENTER OF INTERSECTION OF 51ST
 DV2016'AVENUE AND DUNLAP AVENUE.
 DV2016'
 DV2016'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUNLAP 1963, SET
 DV2016'IN TOP OF 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES
 DV2016'ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET SOUTH OF A WITNESS
 DV2016'POST, 6.0 FEET EAST OF A DRAINAGE DITCH, 10.0 FEET SOUTH OF THE
 DV2016'APPROXIMATE CENTER OF A FIELD ROAD AND 31.3 FEET EAST OF THE
 DV2016'CENTERLINE OF 51 ST AVENUE.
 DV2016'
 DV2016'THE 1/4 CORNER MARK IS LOCATED 1.0 MILE EAST-SOUTHEAST IN THE
 DV2016'CENTER OF THE INTERSECTION OF 43RD AVENUE AND BUTLER AVENUE.
 DV2016'IT IS A 7/8 ROD SET IN CONCRETE IN A HAND HOLE ABOUT 6 INCHES
 DV2016'BELOW THE ROAD SURFACE.
 DV2016'
 DV2016'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 51 ST
 DV2016'AVENUE FOR 0.45 MILE TO A FIELD ROAD LEFT AND THE AZIMUTH MARK
 DV2016'IS LOCATED ON THE LEFT, SOUTH SIDE OF THE FIELD ROAD.
 DV2016'
 DV2016'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DV2016
 DV2016                          STATION RECOVERY (1988)
 DV2016
 DV2016'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC)
 DV2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI3627 ***********************************************************************
 DI3627  DESIGNATION -  DUPONT
 DI3627  PID         -  DI3627
 DI3627  STATE/COUNTY-  AZ/GRAHAM
 DI3627  USGS QUAD   -  FORT GRANT (1972)
 DI3627
 DI3627                         *CURRENT SURVEY CONTROL
 DI3627  ___________________________________________________________________
 DI3627* NAD 83(1992)-  32 30 52.28313(N)    109 58 23.32415(W)     ADJUSTED  
 DI3627* NAVD 88     -      1352.3    (meters)    4437.     (feet)  GPS OBS   
 DI3627  ___________________________________________________________________
 DI3627  X           -  -1,839,312.239 (meters)                     COMP
 DI3627  Y           -  -5,060,847.963 (meters)                     COMP
 DI3627  Z           -   3,409,393.832 (meters)                     COMP
 DI3627  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DI3627  ELLIP HEIGHT-        1325.456 (meters)          (01/22/07) ADJUSTED
 DI3627  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DI3627  HORZ ORDER  -  A
 DI3627  ELLP ORDER  -  FOURTH    CLASS I
 DI3627
 DI3627.The horizontal coordinates were established by GPS observations
 DI3627.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 DI3627
 DI3627.The orthometric height was determined by GPS observations and a
 DI3627.high-resolution geoid model.
 DI3627
 DI3627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3627
 DI3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3627
 DI3627.The ellipsoidal height was determined by GPS observations
 DI3627.and is referenced to NAD 83.
 DI3627
 DI3627.The geoid height was determined by GEOID03.
 DI3627
 DI3627;                    North         East     Units Scale Factor Converg.
 DI3627;SPC AZ E     -   167,933.969   231,541.756   MT  0.99990408   +0 06 14.5
 DI3627;SPC AZ E     -   550,964.47    759,651.43   iFT  0.99990408   +0 06 14.5
 DI3627;UTM  12      - 3,597,933.608   596,448.541   MT  0.99971471   +0 33 07.2
 DI3627
 DI3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3627!SPC AZ E     -   0.99979193  x   0.99990408  =   0.99969603
 DI3627!UTM  12      -   0.99979193  x   0.99971471  =   0.99950670
 DI3627
 DI3627                          SUPERSEDED SURVEY CONTROL
 DI3627
 DI3627.No superseded survey control is available for this station.
 DI3627
 DI3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9644997934(NAD 83)
 DI3627_MARKER: DD = SURVEY DISK
 DI3627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DI3627_STAMPING: T10S R23E S34 S35 1913
 DI3627_MARK LOGO: USGLO 
 DI3627_PROJECTION: PROJECTING 30 CENTIMETERS
 DI3627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3627+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DI3627_ROD/PIPE-DEPTH:  0.3 meters
 DI3627
 DI3627  HISTORY     - Date     Condition        Report By
 DI3627  HISTORY     - 20060608 MONUMENTED       GEOANA
 DI3627
 DI3627                          STATION DESCRIPTION
 DI3627
 DI3627'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DI3627'TO REACH THE STATION FROM THE INTERSECTION OF BONITA-KLONDYKE ROAD AND
 DI3627'FORT GRANT ROAD, TRAVEL SOUTH ON FORT GRANT ROAD 5.2 MI (8.4 KM) TO A
 DI3627'90 DEGREE TURN.  TAKE A LEFT TRAVELING EAST ACROSS THE CATTLE GUARD
 DI3627'FOR 50 FT (15 M) TO THE STATION LOCATED ON THE SOUTH SIDE OF THE ROAD.
 DI3627'THE STATION IS A 3-INCH (8 CM) GENERAL LAND OFFICE BRASS CAP MOUNTED
 DI3627'ON A PIPE 1 FT (0.3 M) ABOVE GROUND LEVEL AND STAMPED --- T 10 S, R 23
 DI3627'E, S 34, S35, 1913.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0680 ***********************************************************************
 DV0680  DESIGNATION -  DURANGO
 DV0680  PID         -  DV0680
 DV0680  STATE/COUNTY-  AZ/MARICOPA
 DV0680  USGS QUAD   -  PHOENIX (1982)
 DV0680
 DV0680                         *CURRENT SURVEY CONTROL
 DV0680  ___________________________________________________________________
 DV0680* NAD 83(2007)-  33 25 44.69575(N)    112 06 23.25980(W)     NO CHECK  
 DV0680* NAVD 88     -       322.326  (meters)    1057.50   (feet)  ADJUSTED  
 DV0680  ___________________________________________________________________
 DV0680  EPOCH DATE  -        2007.00
 DV0680  X           -  -2,005,324.492 (meters)                     COMP
 DV0680  Y           -  -4,936,921.521 (meters)                     COMP
 DV0680  Z           -   3,493,933.590 (meters)                     COMP
 DV0680  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DV0680  ELLIP HEIGHT-         292.387 (meters)          (02/10/07) NO CHECK
 DV0680  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0680  DYNAMIC HT  -         321.955 (meters)    1056.28  (feet)  COMP
 DV0680
 DV0680  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0680  Type    PID    Designation                      North   East  Ellip
 DV0680  -------------------------------------------------------------------
 DV0680  NETWORK DV0680 DURANGO                           2.72   2.20   5.43
 DV0680  -------------------------------------------------------------------
 DV0680  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV0680
 DV0680  VERT ORDER  -  FIRST     CLASS II
 DV0680
 DV0680.The horizontal coordinates were established by GPS observations
 DV0680.and adjusted by the National Geodetic Survey in February 2007.
 DV0680
 DV0680.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0680.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0680.No horizontal observational check was made to the station.
 DV0680.The horizontal coordinates are valid at the epoch date displayed above.
 DV0680.The epoch date for horizontal control is a decimal equivalence
 DV0680.of Year/Month/Day.
 DV0680
 DV0680.The orthometric height was determined by differential leveling
 DV0680.and adjusted in November 1993.
 DV0680
 DV0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0680
 DV0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0680
 DV0680.The ellipsoidal height was determined by GPS observations
 DV0680.and is referenced to NAD 83.
 DV0680
 DV0680.The geoid height was determined by GEOID03.
 DV0680
 DV0680.The dynamic height is computed by dividing the NAVD 88
 DV0680.geopotential number by the normal gravity value computed on the
 DV0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0680.degrees latitude (g = 980.6199 gals.).
 DV0680
 DV0680.The modeled gravity was interpolated from observed gravity values.
 DV0680
 DV0680;                    North         East     Units Scale Factor Converg.
 DV0680;SPC AZ C     -   269,351.652   195,711.207   MT  0.99990384   -0 06 16.4
 DV0680;SPC AZ C     -   883,699.65    642,097.14   iFT  0.99990384   -0 06 16.4
 DV0680;UTM  12      - 3,699,403.866   397,139.691   MT  0.99973044   -0 36 34.6
 DV0680
 DV0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0680!SPC AZ C     -   0.99995410  x   0.99990384  =   0.99985794
 DV0680!UTM  12      -   0.99995410  x   0.99973044  =   0.99968455
 DV0680
 DV0680:                Primary Azimuth Mark                     Grid Az
 DV0680:SPC AZ C     -  PHOENIX ST CAPITAL BLDG DOME             022 42 13.6
 DV0680:UTM  12      -  PHOENIX ST CAPITAL BLDG DOME             023 12 31.8
 DV0680
 DV0680|---------------------------------------------------------------------|
 DV0680| PID    Reference Object                     Distance      Geod. Az  |
 DV0680|                                                           dddmmss.s |
 DV0680| DV2074 PHOENIX ST CAPITAL BLDG DOME        APPROX. 2.3 KM 0223557.2 |
 DV0680| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 4.2 KM 0460754.6 |
 DV0680| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       APPROX. 3.8 KM 0524511.7 |
 DV0680| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 8.5 KM 0851046.4 |
 DV0680| DV2070 PHOENIX RADIO STA KIFN TOWER        APPROX. 3.2 KM 0970644.8 |
 DV0680| DV2072 PHOENIX SAFEWAY FOODS TANK          APPROX. 1.3 KM 1002433.7 |
 DV0680| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX.11.3 KM 1582523.5 |
 DV0680| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX.11.3 KM 1584308.0 |
 DV0680| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.11.3 KM 1593809.9 |
 DV0680| DV0681 DURANGO RM 1                         23.218 METERS 17516     |
 DV0680| DV0679 DURANGO RM 2                         30.276 METERS 27611     |
 DV0680| DV2101 PHOENIX RADIO STA KXIV MAST         APPROX. 2.2 KM 2862720.3 |
 DV0680| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 4.3 KM 2895156.3 |
 DV0680| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 3.7 KM 3000831.2 |
 DV0680| DV2062 PHOENIX WESTERN COMPRESS TANK       APPROX. 2.0 KM 3272240.5 |
 DV0680| DV2075 PHOENIX RADIO STA KRIZ MAST         APPROX. 0.9 KM 3355353.3 |
 DV0680|---------------------------------------------------------------------|
 DV0680
 DV0680                          SUPERSEDED SURVEY CONTROL
 DV0680
 DV0680  ELLIP H (06/11/02)  292.422  (m)                       GP(       ) 4 2
 DV0680  NAD 83(1992)-  33 25 44.69414(N)    112 06 23.25940(W) AD(       ) 2
 DV0680  ELLIP H (08/23/93)  292.505  (m)                       GP(       ) 4 2
 DV0680  NAD 83(1986)-  33 25 44.68840(N)    112 06 23.26446(W) AD(       ) 2
 DV0680  NAD 27      -  33 25 44.52960(N)    112 06 20.72530(W) AD(       ) 2
 DV0680  NGVD 29 (??/??/92)  321.667  (m)         1055.34   (f) ADJ UNCH    1 2
 DV0680
 DV0680.Superseded values are not recommended for survey control.
 DV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0680.See file dsdata.txt to determine how the superseded data were derived.
 DV0680
 DV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9714099404(NAD 83)
 DV0680_MARKER: DS = TRIANGULATION STATION DISK
 DV0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0680_SP_SET: CONCRETE POST
 DV0680_STAMPING: DURANGO 1959
 DV0680_MARK LOGO: CGS   
 DV0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0680+STABILITY: SURFACE MOTION
 DV0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0680+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1992
 DV0680
 DV0680  HISTORY     - Date     Condition        Report By
 DV0680  HISTORY     - 1959     MONUMENTED       CGS
 DV0680  HISTORY     - 1962     GOOD             CGS
 DV0680  HISTORY     - 1962     GOOD             NGS
 DV0680  HISTORY     - 1981     GOOD             AZDT
 DV0680  HISTORY     - 1986     GOOD             AZDT
 DV0680  HISTORY     - 19920311 GOOD             NGS
 DV0680
 DV0680                          STATION DESCRIPTION
 DV0680
 DV0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0680'THE STATION IS LOCATED IN THE LAWN OF THE CARETAKERS HOUSE,
 DV0680'IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE ARIZONA
 DV0680'STATE HIGHWAY DEPARTMENT DURANGO YARD, AT THE INTERSECTION
 DV0680'OF 22ND AVENUE AND APACHE STREET IN THE SOUTHWEST PART OF
 DV0680'PHOENIX AND NORTH OF THE SALT RIVER.
 DV0680'
 DV0680'THE STATION MARK IS A STANDARD DISK STAMPED DURANGO 1959,
 DV0680'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 1 INCH BELOW
 DV0680'THE LEVEL OF THE LAWN.  IT IS 11.0 FEET SOUTH OF THE EAST-WEST
 DV0680'FENCE AND 6.6 FEET WEST OF THE NORTH-SOUTH FENCE.
 DV0680'
 DV0680'R.M. 1 IS A STANDARD DISK STAMPED DURANGO NO 1 1959, SET
 DV0680'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 14 FEET
 DV0680'NORTH OF A GATE AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE,
 DV0680'AT THE EDGE OF THE GRASS AT THE SOUTHEAST CORNER OF THE LAWN.
 DV0680'
 DV0680'R.M. 2 IS A STANDARD DISK STAMPED DURANGO NO 2 1959, SET IN
 DV0680'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 DV0680'5.6 FEET WEST OF A NARROW GATE AND 0.7 FEET SOUTH OF THE
 DV0680'EAST-WEST FENCE.
 DV0680'
 DV0680'TRIANGULATION STATION COURT HOUSE 1935 MAY BE USED AS AN
 DV0680'AZIMUTH MARK.  (SEE DESCRIPTION THEREOF.)
 DV0680
 DV0680                          STATION RECOVERY (1962)
 DV0680
 DV0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0680'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV0680'FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 DV0680'DIRECTION TO BOTH REFERENCE MARKS.  THE DISTANCE TO REFERENCE
 DV0680'MARK 1 CHECKED AND A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 DV0680'REFERENCE MARK 2.
 DV0680'
 DV0680'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0680'(U.S. HIGHWAY 80) AND BLACK CANYON HIGHWAY (23 RD. AVENUE)
 DV0680'IN THE SOUTHWEST PART OF PHOENIX, GO SOUTH ON 23 RD. AVENUE
 DV0680'(ALONG THE WEST SIDE OF BLACK CANYON HIGHWAY) FOR 0.5 MILE TO A
 DV0680'T ROAD, TURN LEFT, GO WEST ON WEST DURANGO STREET FOR 0.05
 DV0680'MILE TO THE STATION ON THE RIGHT AT THE NORTHEAST CORNER OF
 DV0680'THE STATE HIGHWAY DEPARTMENT YARD.
 DV0680'
 DV0680'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN A
 DV0680'CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 DV0680'GROUND AND IS STAMPED DURANGO 1959.  THE MARK IS 11 FEET SOUTH
 DV0680'OF FENCE AND 6.6 FEET WEST OF FENCE.
 DV0680'
 DV0680'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A 12 INCH
 DV0680'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 DV0680'GROUND AND IS STAMPED DURANGO NO 1 1959.  THE MARK IS 14.5
 DV0680'FEET NORTH OF GATE AND 1 FOOT WEST OF FENCE.
 DV0680'
 DV0680'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A 12 INCH
 DV0680'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 DV0680'GROUND AND IS STAMPED DURANGO NO 2 1959.  THE MARK IS 5.6
 DV0680'FEET WEST OF WEST END OF GATE AND 0.7 FOOT SOUTH OF FENCE.
 DV0680'
 DV0680'NO AZIMUTH MARK WAS SET, OBJECTS VISIBLE FROM THE GROUND COULD
 DV0680'BE USED FOR AZIMUTH.
 DV0680'
 DV0680'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
 DV0680
 DV0680                          STATION RECOVERY (1962)
 DV0680
 DV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0680'IN PHOENIX.
 DV0680'3.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0680'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, LOCATED IN THE LAWN OF THE
 DV0680'CARETAKERS HOUSE, IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE
 DV0680'ARIZONA STATE HIGHWAY DEPARTMENT DURANGO YARD, 43.5 FEET NORTHEAST OF
 DV0680'THE NORTHEAST CORNER OF THE CARETAKERS HOUSE, 11 FEET SOUTH OF THE
 DV0680'EAST-WEST FENCE, 6.6 FEET WEST OF THE NORTH-SOUTH FENCE, AND SET IN
 DV0680'THE TOP OF A CONCRETE CYLINDER THAT IS 1 INCH BELOW THE LEVEL OF THE
 DV0680'LAWN.
 DV0680
 DV0680                          STATION RECOVERY (1981)
 DV0680
 DV0680'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0680'RECOVERED IN GOOD CONDITION.
 DV0680
 DV0680                          STATION RECOVERY (1986)
 DV0680
 DV0680'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV0680'THE STATION WAS RECOVERED AT THIS DATE.
 DV0680'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV0680'DESCRIPTION WAS ADEQUATE.
 DV0680
 DV0680                          STATION RECOVERY (1992)
 DV0680
 DV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0680'IN PHOENIX, AT THE INTERSECTION OF SOUTH 22ND AVENUE AND WEST
 DV0680'MARICOPA FREEWAY, 14.5 M (47.6 FT) NORTH OF A FIRE HYDRANT, 11.0 M
 DV0680'(36.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 DV0680'FREEWAY, 10.3 M (33.8 FT) WEST OF THE AVENUE CENTERLINE, 9.6 M (31.5
 DV0680'FT) NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 1.8 M (5.9 FT)
 DV0680'WEST OF THE CENTER OF A BELL SYSTEMS MANHOLE COVER, 0.3 M (1.0 FT)
 DV0680'ABOVE THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE
 DV0680'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0681 ***********************************************************************
 DV0681  DESIGNATION -  DURANGO RM 1
 DV0681  PID         -  DV0681
 DV0681  STATE/COUNTY-  AZ/MARICOPA
 DV0681  USGS QUAD   -  PHOENIX (1982)
 DV0681
 DV0681                         *CURRENT SURVEY CONTROL
 DV0681  ___________________________________________________________________
 DV0681* NAD 83(1986)-  33 25 44.     (N)    112 06 23.     (W)     SCALED    
 DV0681* NAVD 88     -       322.150  (meters)    1056.92   (feet)  ADJUSTED  
 DV0681  ___________________________________________________________________
 DV0681  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0681  DYNAMIC HT  -         321.780 (meters)    1055.71  (feet)  COMP
 DV0681  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV0681
 DV0681  VERT ORDER  -  SECOND    CLASS 0
 DV0681
 DV0681.The horizontal coordinates were scaled from a topographic map and have
 DV0681.an estimated accuracy of +/- 6 seconds.
 DV0681
 DV0681.The orthometric height was determined by differential leveling
 DV0681.and adjusted in November 1993.
 DV0681
 DV0681.The geoid height was determined by GEOID03.
 DV0681
 DV0681.The dynamic height is computed by dividing the NAVD 88
 DV0681.geopotential number by the normal gravity value computed on the
 DV0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0681.degrees latitude (g = 980.6199 gals.).
 DV0681
 DV0681.The modeled gravity was interpolated from observed gravity values.
 DV0681
 DV0681;                    North         East    Units  Estimated Accuracy
 DV0681;SPC AZ C     -   269,330.      195,720.      MT  (+/- 180 meters Scaled)
 DV0681
 DV0681                          SUPERSEDED SURVEY CONTROL
 DV0681
 DV0681  NGVD 29 (??/??/92)  321.490  (m)         1054.76   (f) ADJ UNCH    2 0
 DV0681
 DV0681.Superseded values are not recommended for survey control.
 DV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0681.See file dsdata.txt to determine how the superseded data were derived.
 DV0681
 DV0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB971993(NAD 83)
 DV0681_MARKER: DR = REFERENCE MARK DISK
 DV0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0681_SP_SET: MONUMENT
 DV0681_STAMPING: DURANGO NO 1 1959
 DV0681_MARK LOGO: CGS   
 DV0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0681
 DV0681  HISTORY     - Date     Condition        Report By
 DV0681  HISTORY     - 1959     MONUMENTED       CGS
 DV0681  HISTORY     - 1962     GOOD             NGS
 DV0681  HISTORY     - 1981     GOOD             AZDT
 DV0681  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0681
 DV0681                          STATION DESCRIPTION
 DV0681
 DV0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0681'IN PHOENIX.
 DV0681'3.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0681'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, LOCATED IN THE LAWN OF THE
 DV0681'CARETAKERS HOUSE, IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE
 DV0681'ARIZONA STATE HIGHWAY DEPARTMENT DURANGO YARD, 51.5 FEET SOUTH-EAST OF
 DV0681'THE SOUTHEAST CORNER OF THE CARETAKERS HOUSE, 70 FEET SOUTH OF
 DV0681'TRIANGULATION STATION DURANGO, 14 FEET NORTH OF THE NORTH END OF A
 DV0681'GATE, 1 FOOT WEST OF A NORTH-SOUTH FENCE, SET IN A SQUARE CONCRETE
 DV0681'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 DV0681
 DV0681                          STATION RECOVERY (1981)
 DV0681
 DV0681'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0681'RECOVERED IN GOOD CONDITION.
 DV0681
 DV0681                          STATION RECOVERY (1992)
 DV0681
 DV0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0681'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0679 ***********************************************************************
 DV0679  DESIGNATION -  DURANGO RM 2
 DV0679  PID         -  DV0679
 DV0679  STATE/COUNTY-  AZ/MARICOPA
 DV0679  USGS QUAD   -  PHOENIX (1982)
 DV0679
 DV0679                         *CURRENT SURVEY CONTROL
 DV0679  ___________________________________________________________________
 DV0679* NAD 83(1986)-  33 25 44.     (N)    112 06 23.     (W)     SCALED    
 DV0679* NAVD 88     -       322.19   (+/-2cm)    1057.1    (feet)  VERTCON   
 DV0679  ___________________________________________________________________
 DV0679  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0679
 DV0679.The horizontal coordinates were scaled from a topographic map and have
 DV0679.an estimated accuracy of +/- 6 seconds.
 DV0679
 DV0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0679.The vertical order pertains to the NGVD 29 superseded value.
 DV0679
 DV0679.The geoid height was determined by GEOID03.
 DV0679
 DV0679;                    North         East    Units  Estimated Accuracy
 DV0679;SPC AZ C     -   269,330.      195,720.      MT  (+/- 180 meters Scaled)
 DV0679
 DV0679                          SUPERSEDED SURVEY CONTROL
 DV0679
 DV0679  NGVD 29 (??/??/92)  321.534  (m)         1054.90   (f) ADJ UNCH    2 0
 DV0679
 DV0679.Superseded values are not recommended for survey control.
 DV0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0679.See file dsdata.txt to determine how the superseded data were derived.
 DV0679
 DV0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB971993(NAD 83)
 DV0679_MARKER: DR = REFERENCE MARK DISK
 DV0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0679_SP_SET: MONUMENT
 DV0679_STAMPING: DURANGO NO 2 1959
 DV0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0679
 DV0679  HISTORY     - Date     Condition        Report By
 DV0679  HISTORY     - 1959     MONUMENTED       CGS
 DV0679  HISTORY     - 1962     GOOD             NGS
 DV0679  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0679
 DV0679                          STATION DESCRIPTION
 DV0679
 DV0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0679'IN PHOENIX.
 DV0679'3.3 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0679'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, LOCATED IN THE LAWN OF THE
 DV0679'CARETAKERS HOUSE, IN THE NORTHEAST CORNER OF THE FENCED-IN AREA OF THE
 DV0679'ARIZONA STATE HIGHWAY DEPARTMENT DURANGO YARD, 43 FEET NORTHWEST OF
 DV0679'THE NORTHWEST CORNER OF THE CARETAKERS HOUSE, 5.6 FEET WEST OF A
 DV0679'NARROW GATE, 0.7 FOOT SOUTH OF AN EAST-WEST FENCE, SET IN TOP OF A
 DV0679'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 DV0679
 DV0679                          STATION RECOVERY (1992)
 DV0679
 DV0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0679'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1921 ***********************************************************************
 CZ1921  DESIGNATION -  DURHAM
 CZ1921  PID         -  CZ1921
 CZ1921  STATE/COUNTY-  AZ/PINAL
 CZ1921  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1921
 CZ1921                         *CURRENT SURVEY CONTROL
 CZ1921  ___________________________________________________________________
 CZ1921* NAD 83(1992)-  32 44 11.70283(N)    111 07 01.63541(W)     ADJUSTED  
 CZ1921* NAVD 88     -       852.24   (+/-2cm)    2796.1    (feet)  VERTCON   
 CZ1921  ___________________________________________________________________
 CZ1921  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 CZ1921  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ1921  HORZ ORDER  -  SECOND
 CZ1921  VERT ORDER  -  THIRD ? (See Below)
 CZ1921
 CZ1921.The horizontal coordinates were established by classical geodetic methods
 CZ1921.and adjusted by the National Geodetic Survey in August 1993.
 CZ1921
 CZ1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1921.The vertical order pertains to the NGVD 29 superseded value.
 CZ1921
 CZ1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1921
 CZ1921.The geoid height was determined by GEOID03.
 CZ1921
 CZ1921;                    North         East     Units Scale Factor Converg.
 CZ1921;SPC AZ C     -   192,823.840   288,294.885   MT  0.99996922   +0 25 56.6
 CZ1921;SPC AZ C     -   632,624.15    945,849.36   iFT  0.99996922   +0 25 56.6
 CZ1921;UTM  12      - 3,622,091.316   489,026.650   MT  0.99960148   -0 03 48.0
 CZ1921
 CZ1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1921!SPC AZ C     -   0.99987074  x   0.99996922  =   0.99983996
 CZ1921!UTM  12      -   0.99987074  x   0.99960148  =   0.99947227
 CZ1921
 CZ1921:                Primary Azimuth Mark                     Grid Az
 CZ1921:SPC AZ C     -  OLSON                                    144 15 30.8
 CZ1921:UTM  12      -  OLSON                                    144 45 15.4
 CZ1921
 CZ1921|---------------------------------------------------------------------|
 CZ1921| PID    Reference Object                     Distance      Geod. Az  |
 CZ1921|                                                           dddmmss.s |
 CZ1921| CZ1920 OLSON                               APPROX. 4.6 KM 1444127.4 |
 CZ1921| CH5106 DURHAM RM 1                           9.408 METERS 23947     |
 CZ1921| CH5107 DURHAM RM 2                          11.948 METERS 31641     |
 CZ1921|---------------------------------------------------------------------|
 CZ1921
 CZ1921                          SUPERSEDED SURVEY CONTROL
 CZ1921
 CZ1921  NAD 83(1986)-  32 44 11.69659(N)    111 07 01.63315(W) AD(       ) 2
 CZ1921  NAD 27      -  32 44 11.44185(N)    111 06 59.23900(W) AD(       ) 2
 CZ1921  NGVD 29 (07/19/86)  851.62   (m)         2794.0    (f) LEVELING    3  
 CZ1921
 CZ1921.Superseded values are not recommended for survey control.
 CZ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1921.See file dsdata.txt to determine how the superseded data were derived.
 CZ1921
 CZ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8902722091(NAD 83)
 CZ1921_MARKER: DD = SURVEY DISK
 CZ1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1921+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ1921
 CZ1921  HISTORY     - Date     Condition        Report By
 CZ1921  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1921  HISTORY     - 20071214 GOOD             GEOCAC
 CZ1921
 CZ1921                          STATION DESCRIPTION
 CZ1921
 CZ1921'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1921'THE STATION IS ABOUT 26 MILES SOUTHEAST OF FLORENCE, 15.5 MILES
 CZ1921'NORTHWEST OF ORACLE JCT. ALONG EAST SIDE OF U.S. HWY. 80-90 ON A
 CZ1921'SMALL MAN MADE SANDY KNOLL.
 CZ1921'
 CZ1921'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED DURHAM 1977
 CZ1921'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1921'IS LOCATED ON TOP OF A SMALL SANDY KNOLL ON EAST SIDE OF
 CZ1921'HWY. AND MARKED WITH A WITNESS POST AND SIGN 3 FEET TO THE
 CZ1921'NORTHEAST.
 CZ1921'
 CZ1921'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED DURHAM
 CZ1921'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST.
 CZ1921'
 CZ1921'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED DURHAM
 CZ1921'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST.
 CZ1921'
 CZ1921'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287
 CZ1921'AND U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON
 CZ1921'HWY. 80-89 TO MILE POST 108.20, TURN LEFT (EAST) AND GO THROUGH
 CZ1921'METAL GATE FOR 100 FEET TO A POWER LINE ROAD, TURN RIGHT (SOUTH)
 CZ1921'AND CONTINUE ON ROAD FOR 0.3 MILE TO A WASH, CROSS WASH AND GO
 CZ1921'0.05 MILE, TURN LEFT (EAST) AND GO 500 FEET TO A SMALL MAN MADE
 CZ1921'SANDY KNOLL AND THE STATION.
 CZ1921'
 CZ1921'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1921
 CZ1921                          STATION RECOVERY (2007)
 CZ1921
 CZ1921'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1921'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1921'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 CZ1921'U.S. HWY. 80-89 IS NOW ARIZONA HWY. 79.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1758 ***********************************************************************
 CZ1758  DESIGNATION -  DURKEE
 CZ1758  PID         -  CZ1758
 CZ1758  STATE/COUNTY-  AZ/GRAHAM
 CZ1758  USGS QUAD   -  BLUE JAY PEAK (1972)
 CZ1758
 CZ1758                         *CURRENT SURVEY CONTROL
 CZ1758  ___________________________________________________________________
 CZ1758* NAD 83(1992)-  32 37 58.09333(N)    110 02 25.44357(W)     ADJUSTED  
 CZ1758* NAVD 88     -      1468.2    (meters)    4817.     (feet)  VERTCON   
 CZ1758  ___________________________________________________________________
 CZ1758  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 CZ1758  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CZ1758  HORZ ORDER  -  FIRST
 CZ1758
 CZ1758.The horizontal coordinates were established by classical geodetic methods
 CZ1758.and adjusted by the National Geodetic Survey in August 1993.
 CZ1758
 CZ1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1758
 CZ1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1758
 CZ1758.The geoid height was determined by GEOID03.
 CZ1758
 CZ1758;                    North         East     Units Scale Factor Converg.
 CZ1758;SPC AZ E     -   181,040.145   225,207.388   MT  0.99990173   +0 04 05.1
 CZ1758;SPC AZ E     -   593,963.73    738,869.38   iFT  0.99990173   +0 04 05.1
 CZ1758;UTM  12      - 3,610,987.223   590,012.991   MT  0.99969991   +0 31 03.0
 CZ1758
 CZ1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1758!SPC AZ E     -   0.99977372  x   0.99990173  =   0.99967547
 CZ1758!UTM  12      -   0.99977372  x   0.99969991  =   0.99947369
 CZ1758
 CZ1758:                Primary Azimuth Mark                     Grid Az
 CZ1758:SPC AZ E     -  WEST PEAK LOOKOUT TOWER                  000 44 58.1
 CZ1758:UTM  12      -  WEST PEAK LOOKOUT TOWER                  000 18 00.2
 CZ1758
 CZ1758|---------------------------------------------------------------------|
 CZ1758| PID    Reference Object                     Distance      Geod. Az  |
 CZ1758|                                                           dddmmss.s |
 CZ1758| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.11.6 KM 0004903.2 |
 CZ1758| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.18.0 KM 0835015.0 |
 CZ1758| CC7315 DURKEE AZ MK                                       1962337.0 |
 CZ1758| CC7316 DURKEE RM 1                          10.453 METERS 22241     |
 CZ1758| CC7317 DURKEE RM 2                           7.707 METERS 32830     |
 CZ1758|---------------------------------------------------------------------|
 CZ1758
 CZ1758                          SUPERSEDED SURVEY CONTROL
 CZ1758
 CZ1758  NAD 83(1986)-  32 37 58.09016(N)    110 02 25.44238(W) AD(       ) 1
 CZ1758  NAD 27      -  32 37 57.84100(N)    110 02 23.16100(W) AD(       ) 1
 CZ1758  NGVD 29 (07/19/86) 1467.4    (m)         4814.     (f) VERT ANG    3  
 CZ1758
 CZ1758.Superseded values are not recommended for survey control.
 CZ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1758.See file dsdata.txt to determine how the superseded data were derived.
 CZ1758
 CZ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9001310987(NAD 83)
 CZ1758_MARKER: DS = TRIANGULATION STATION DISK
 CZ1758_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1758_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1758
 CZ1758  HISTORY     - Date     Condition        Report By
 CZ1758  HISTORY     - 1946     MONUMENTED       CGS
 CZ1758
 CZ1758                          STATION DESCRIPTION
 CZ1758
 CZ1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1758'STATION IS ON A SMALL, LONE HILL, RISING ABOUT 150 FEET ABOVE
 CZ1758'THE VALLEY FLOOR, AND LOCATED BY APPROXIMATE AIRLINE DISTANCES
 CZ1758'5 MILES NW OF BONITA.  IT IS 3-1/2 MILES SSW OF THE 76 RANCH.
 CZ1758'
 CZ1758'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW ON THE KLONDYKE
 CZ1758'ROAD FOR 5 MILES TO A CATTLE GUARD ACROSS THE MAIN TRAVELED
 CZ1758'ROAD.  CROSS CATTLE GUARD AND MAKE A NEARLY COMPLETE U-TURN TO
 CZ1758'THE RIGHT AROUND THE FENCE CORNER AND ONTO A DIM TRACK ROAD FOR
 CZ1758'ABOUT 65 YARDS TO A GATE.  PASS THROUGH AND CONTINUE 1 MILE,
 CZ1758'THENCE TURN LEFT ACROSS COUNTRY FOR 0.6 MILE, CROSSING A SMALL
 CZ1758'WASH, THENCE TO THE SSW SIDE OF THE STATION HILL, THENCE RIGHT
 CZ1758'UP THE STEEP SLOPE TO THE HIGHEST POINT AND THE STATION.
 CZ1758'(TRUCK WITH COMPOUND GEARS ADVISED FOR DRIVING TO THE TOP.
 CZ1758'ABOUT A 5-MINUTE PACK IF THE TRUCK IS LEFT AT THE BOTTOM OF
 CZ1758'THE HILL.)
 CZ1758'
 CZ1758'THE STATION MARK IS A BRONZE STATION DISK, STAMPED DURKEE 1946,
 CZ1758'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 CZ1758'GROUND.  IT IS LOCATED 37 FEET NE OF A 3-FOOT CAIRN WITH POLE
 CZ1758'IN CENTER WHICH IS ON THE HIGHEST POINT OF THE HILL.
 CZ1758'
 CZ1758'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DURKEE
 CZ1758'NO 1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1758'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS LOCATED SW OF THE
 CZ1758'STATION, ABOUT 1-1/2 FEET HIGHER, AND 3 FEET SE OF THE
 CZ1758'ABOVE-MENTIONED CAIRN.
 CZ1758'
 CZ1758'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DURKEE NO
 CZ1758'2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1758'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS LOCATED NNW OF THE
 CZ1758'STATION AND ABOUT 1 FOOT LOWER.
 CZ1758'
 CZ1758'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED DURKEE 1946,
 CZ1758'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 CZ1758'ABOVE THE GROUND.  IT IS LOCATED SSW OF THE STATION, 11 FEET
 CZ1758'NNW OF A 4- BY 4-INCH WHITE WITNESS POST SET IN CONCRETE AND
 CZ1758'FASTENED TO A N-S FENCE LINE, AND 5 FEET W OF THIS SAME FENCE
 CZ1758'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0334 ***********************************************************************
 DA0334  FBN         -  This is a Federal Base Network Control Station.
 DA0334  DESIGNATION -  DUST
 DA0334  PID         -  DA0334
 DA0334  STATE/COUNTY-  AZ/PIMA
 DA0334  USGS QUAD   -  AJO SOUTH (1990)
 DA0334
 DA0334                         *CURRENT SURVEY CONTROL
 DA0334  ___________________________________________________________________
 DA0334* NAD 83(2007)-  32 18 17.42637(N)    112 45 34.56605(W)     ADJUSTED  
 DA0334* NAVD 88     -       520.327  (meters)    1707.11   (feet)  ADJUSTED  
 DA0334  ___________________________________________________________________
 DA0334  EPOCH DATE  -        2007.00
 DA0334  X           -  -2,087,712.677 (meters)                     COMP
 DA0334  Y           -  -4,976,291.087 (meters)                     COMP
 DA0334  Z           -   3,389,311.928 (meters)                     COMP
 DA0334  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DA0334  ELLIP HEIGHT-         488.723 (meters)          (02/10/07) ADJUSTED
 DA0334  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0334  DYNAMIC HT  -         519.654 (meters)    1704.90  (feet)  COMP
 DA0334
 DA0334  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA0334  Type    PID    Designation                      North   East  Ellip
 DA0334  -------------------------------------------------------------------
 DA0334  NETWORK DA0334 DUST                              0.37   0.31   1.04
 DA0334  -------------------------------------------------------------------
 DA0334  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 DA0334
 DA0334  VERT ORDER  -  FIRST     CLASS II
 DA0334
 DA0334.The horizontal coordinates were established by GPS observations
 DA0334.and adjusted by the National Geodetic Survey in February 2007.
 DA0334
 DA0334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0334.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0334.The horizontal coordinates are valid at the epoch date displayed above.
 DA0334.The epoch date for horizontal control is a decimal equivalence
 DA0334.of Year/Month/Day.
 DA0334
 DA0334.The orthometric height was determined by differential leveling
 DA0334.and adjusted in June 1991.
 DA0334
 DA0334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0334
 DA0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0334
 DA0334.The ellipsoidal height was determined by GPS observations
 DA0334.and is referenced to NAD 83.
 DA0334
 DA0334.The geoid height was determined by GEOID03.
 DA0334
 DA0334.The dynamic height is computed by dividing the NAVD 88
 DA0334.geopotential number by the normal gravity value computed on the
 DA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0334.degrees latitude (g = 980.6199 gals.).
 DA0334
 DA0334.The modeled gravity was interpolated from observed gravity values.
 DA0334
 DA0334;                    North         East     Units Scale Factor Converg.
 DA0334;SPC AZ C     -   144,979.340   133,979.783   MT  0.99997768   -0 27 01.8
 DA0334;SPC AZ C     -   475,654.00    439,566.22   iFT  0.99997768   -0 27 01.8
 DA0334;UTM  12      - 3,575,585.535   334,337.211   MT  0.99993844   -0 56 26.1
 DA0334
 DA0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0334!SPC AZ C     -   0.99992327  x   0.99997768  =   0.99990095
 DA0334!UTM  12      -   0.99992327  x   0.99993844  =   0.99986171
 DA0334
 DA0334:                Primary Azimuth Mark                     Grid Az
 DA0334:SPC AZ C     -  GUNSIGHT                                 149 14 02.2
 DA0334:UTM  12      -  GUNSIGHT                                 149 43 26.5
 DA0334
 DA0334|---------------------------------------------------------------------|
 DA0334| PID    Reference Object                     Distance      Geod. Az  |
 DA0334|                                                           dddmmss.s |
 DA0334| DA1515 GUNSIGHT                            APPROX.13.5 KM 1484700.4 |
 DA0334| CH5108 DUST AZ MK                                         1491324.9 |
 DA0334| DA0333 DUST RM 1                            13.483 METERS 24541     |
 DA0334| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX.11.6 KM 3073513.0 |
 DA0334| DA0332 DUST RM 2                            15.509 METERS 32927     |
 DA0334|---------------------------------------------------------------------|
 DA0334
 DA0334                          SUPERSEDED SURVEY CONTROL
 DA0334
 DA0334  ELLIP H (09/30/99)  488.754  (m)                       GP(       ) 3 1
 DA0334  NAD 83(1986)-  32 18 17.41479(N)    112 45 34.57110(W) AD(       ) B
 DA0334  NAD 83(1992)-  32 18 17.42572(N)    112 45 34.56595(W) AD(       ) A
 DA0334  ELLIP H (09/30/92)  488.773  (m)                       GP(       ) 2 1
 DA0334  NAD 83(1986)-  32 18 17.41479(N)    112 45 34.57110(W) AD(       ) 2
 DA0334  NAD 27      -  32 18 17.19619(N)    112 45 32.03439(W) AD(       ) 2
 DA0334  NAVD 88 (09/30/92)  520.33   (m)         1707.1    (f) LEVELING    3  
 DA0334  NGVD 29 (??/??/92)  519.612  (m)         1704.76   (f) ADJ UNCH    1 2
 DA0334
 DA0334.Superseded values are not recommended for survey control.
 DA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0334.See file dsdata.txt to determine how the superseded data were derived.
 DA0334
 DA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3433775586(NAD 83)
 DA0334_MARKER: DS = TRIANGULATION STATION DISK
 DA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0334_SP_SET: CONCRETE POST
 DA0334_STAMPING: DUST 1936 DOT
 DA0334_MARK LOGO: CGS   
 DA0334_PROJECTION: PROJECTING 20 CENTIMETERS
 DA0334_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0334+STABILITY: SURFACE MOTION
 DA0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0334+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA0334
 DA0334  HISTORY     - Date     Condition        Report By
 DA0334  HISTORY     - 1936     MONUMENTED       CGS
 DA0334  HISTORY     - 1953     GOOD             CGS
 DA0334  HISTORY     - 1953     GOOD             NGS
 DA0334  HISTORY     - 1978     GOOD             NGS
 DA0334  HISTORY     - 1979     GOOD             NGS
 DA0334  HISTORY     - 1981     GOOD             NGS
 DA0334  HISTORY     - 1981     GOOD             NGS
 DA0334  HISTORY     - 19880320 GOOD             USPSQD
 DA0334  HISTORY     - 19920203 GOOD             NGS
 DA0334  HISTORY     - 19970305 GOOD             USPSQD
 DA0334  HISTORY     - 19980918 GOOD             AZ-013
 DA0334  HISTORY     - 19981110 GOOD             NGS
 DA0334  HISTORY     - 20061112 GOOD             USPSQD
 DA0334
 DA0334                          STATION DESCRIPTION
 DA0334
 DA0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA0334'ABOUT 7 MILES, AIR LINE, SOUTHEAST OF AJO, 15.0 METERS SOUTH
 DA0334'OF THE CENTERLINE OF THE SELLS-AJO HIGHWAY, AND 4.6 MILES
 DA0334'ALONG THE SELLS-AJO HIGHWAY, IN THE DIRECTION OF AJO FROM THE
 DA0334'PAPAGO INDIAN RESERVATION BOUNDARY FENCE.  SURFACE AND UNDERGROUND
 DA0334'MARKS ARE STANDARD BRONZE DISKS.
 DA0334'SURFACE-STATION AND REFERENCE MARKS ARE SET IN 8- BY 8-INCH
 DA0334'POSTS PROJECTING 6 INCHES ABOVE SURFACE OF GROUND.  REFERENCE
 DA0334'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 13.490
 DA0334'METERS (44.26 FEET) FROM STATION S 65 DEG 39 MIN W.
 DA0334'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA0334'IS 15.510 METERS (50.89 FEET) FROM STATION
 DA0334'N 30 DEG 34 MIN W.  THE AZIMUTH MARK, A STANDARD
 DA0334'BRONZE DISK, IS ABOUT 0.3 MILE FROM STATION IN
 DA0334'S 30 DEG 47 MIN E.
 DA0334
 DA0334                          STATION RECOVERY (1953)
 DA0334
 DA0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 DA0334'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DA0334'THE AZIMUTH MARK WAS FOUND DESTROYED, AND THE DISK WAS RECOVERED.
 DA0334'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA0334'
 DA0334'THE STATION IS LOCATED ABOUT 8 MI. SE OF AJO, ALONG STATE
 DA0334'HIGHWAY 86.  TO REACH FROM THE TUCSON, CORNELIA AND GILA BEND
 DA0334'RAILROAD STATION AT AJO, GO 0.15 MI. SE ALONG THE TRACK TO STATE
 DA0334'HIGHWAY 86, THENCE 7.9 MI. SE ALONG THE HIGHWAY TO A POINT
 DA0334'1.4 MI. SE OF THE SE END OF A BEND IN THE HIGHWAY.
 DA0334'
 DA0334'THE STATION MARK IS A STANDARD STATION-MARK DISK, STAMPED
 DA0334'DUST 1936, 51.5 FT. SW OF THE CENTERLINE OF THE HIGHWAY, 50.9 FT.
 DA0334'SE OF REFERENCE MARK 2, 44.3 FT. NE OF REFERENCE MARK 1, 1.8
 DA0334'FT. N OF A WITNESS POST, ABOUT 1 FT. LOWER THAN THE HIGHWAY,
 DA0334'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE
 DA0334'THE GROUND.
 DA0334'
 DA0334'REFERENCE MARK 1 IS A REFERENCE-MARK DISK, STAMPED DUST NO 1
 DA0334'1936, 95.8 FT. SW OF THE CENTERLINE OF THE HIGHWAY, 44.3
 DA0334'FT. SW OF THE STATION, 1.8 FT. N OF A WITNESS POST, ABOUT
 DA0334'LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 DA0334'PROJECTING 0.5 FT. ABOVE THE GROUND.
 DA0334'
 DA0334'R.M. 2 IS A REFERENCE MARK DISK, STAMPED DUST NO 2 1936, 52
 DA0334'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50.9 FEET
 DA0334'NW OF THE STATION, 2.2 FEET NE OF A WITNESS POST, AND SET IN
 DA0334'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DA0334
 DA0334                          STATION RECOVERY (1953)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DA0334'8.05 MI SE FROM AJO.
 DA0334'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0334'FROM THE STATION AT AJO, THENCE 7.9 MILES SOUTHEAST ALONG STATE
 DA0334'HIGHWAY 86, 1.4 MILES SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0334'HIGHWAY, 51.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50.9
 DA0334'FEET SOUTHEAST OF DUST R.M. 2, 44.3 FEET NORTHEAST OF DUST R.M. 1, 1.8
 DA0334'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 DA0334'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 DA0334'GROUND.
 DA0334
 DA0334                          STATION RECOVERY (1978)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DA0334'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DA0334'CONDITION.  AZIMUTH MARK HAD BEEN DESTROYED.  MEASUREMENT TO
 DA0334'REFERENCE MARKS CHECKED WITHIN 8 CENTIMETERS AND ANGLE BETWEEN RMS
 DA0334'CHECKED BY ONE MINUTE.
 DA0334'
 DA0334'TO REACH THE STATION FROM THE PLAZA IN AJO, TRAVEL SOUTH ALONG
 DA0334'ARIZONA HWY. 85-86 FOR 8 MILES TO MILE POST 50.1 AND THE STATION ON
 DA0334'THE RIGHT 51 FEET SOUTH OF HWY. CENTERLINE.
 DA0334'
 DA0334'THE 1953 DESCRIPTION OF THE MARKS ARE ADEQUATE.
 DA0334'
 DA0334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 DA0334'OF AJO.
 DA0334'
 DA0334'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0334
 DA0334                          STATION RECOVERY (1979)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DA0334'DUST 1936 RECOVERED GOOD.
 DA0334'
 DA0334'DUST NO. 1 1936 RECOVERED GOOD.
 DA0334'
 DA0334'DUST NO 2 1936 RECOVERED GOOD.
 DA0334'
 DA0334'RECOVERED AS DESCRIBED.
 DA0334'
 DA0334'DISTANCE AND DIRECTION FROM NEAREST TOWN--12.8 KILOMETERS SOUTH
 DA0334'EAST OF AJO.
 DA0334
 DA0334                          STATION RECOVERY (1981)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DA0334'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DA0334
 DA0334                          STATION RECOVERY (1981)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0334'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0334'4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0334'STATE HIGHWAY 86 IN WHY, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST
 DA0334'50, 15.7 M (51.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.5
 DA0334'M (50.9 FT) SOUTHEAST OF REFERENCE MARK 2, 13.4 M (44.3 FT) NORTHEAST
 DA0334'OF REFERENCE MARK 1.
 DA0334'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 DA0334
 DA0334                          STATION RECOVERY (1988)
 DA0334
 DA0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0334'RECOVERED IN GOOD CONDITION.
 DA0334
 DA0334                          STATION RECOVERY (1992)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DA0334'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHEAST OF AJO, 4.8 KM
 DA0334'(3.0 MI) NORTHWEST OF WHY, ALONG STATE HIGHWAY 85, 2.4 KM (1.5 MI)
 DA0334'SOUTHWEST OF THE MIDDLE OF A LONG CURVE, ON THE RIGHT-OF-WAY, AT MILE
 DA0334'50.15, IN A FLAT AREA WITH LOW SPARSE BRUSH.  OWNERSHIP--STATE
 DA0334'DEPARTMENT OF TRANSPORTATION.
 DA0334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 86 IN
 DA0334'WHY, GO NORTHWEST ON HIGHWAY 85 FOR 2.74 KM (1.70 MI) TO A TRACK ROAD
 DA0334'ON THE RIGHT IN A WASH.  CONTINUE AHEAD ON HIGHWAY 85 FOR 2.12 KM
 DA0334'(1.32 MI) TO THE STATION ON THE LEFT.
 DA0334'THE STATION IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 DA0334'PROJECTING 20 CM ABOVE GROUND.  LOCATED 45.1 M (148.0 FT) NORTHEAST
 DA0334'OF THE RIGHT-OF-WAY FENCE, 15.8 M (51.8 FT) SOUTHWEST OF AND LEVEL
 DA0334'WITH THE HIGHWAY CENTER AND 1.5 M (4.9 FT) SOUTHEAST OF A METAL
 DA0334'WITNESS POST.
 DA0334
 DA0334                          STATION RECOVERY (1997)
 DA0334
 DA0334'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0334'RECOVERED IN GOOD CONDITION.
 DA0334
 DA0334                          STATION RECOVERY (1998)
 DA0334
 DA0334'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA0334'RECOVERED AS DESCRIBED.
 DA0334
 DA0334                          STATION RECOVERY (1998)
 DA0334
 DA0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DA0334'RECOVERED AS DESCRIBED.
 DA0334
 DA0334                          STATION RECOVERY (2006)
 DA0334
 DA0334'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1558 ***********************************************************************
 CZ1558  DESIGNATION -  DUST RESET
 CZ1558  PID         -  CZ1558
 CZ1558  STATE/COUNTY-  AZ/PINAL
 CZ1558  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1558
 CZ1558                         *CURRENT SURVEY CONTROL
 CZ1558  ___________________________________________________________________
 CZ1558* NAD 83(1992)-  32 49 05.89420(N)    111 41 04.08333(W)     NO CHECK  
 CZ1558* NAVD 88     -       447.97   (+/-2cm)    1469.7    (feet)  VERTCON   
 CZ1558  ___________________________________________________________________
 CZ1558  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CZ1558  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1558  HORZ ORDER  -  THIRD
 CZ1558  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1558
 CZ1558.The horizontal coordinates were established by classical geodetic methods
 CZ1558.and adjusted by the National Geodetic Survey in August 1993.
 CZ1558.No horizontal observational check was made to the station.
 CZ1558
 CZ1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1558.The vertical order pertains to the NGVD 29 superseded value.
 CZ1558
 CZ1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1558
 CZ1558.The geoid height was determined by GEOID03.
 CZ1558
 CZ1558;                    North         East     Units Scale Factor Converg.
 CZ1558;SPC AZ C     -   201,626.826   235,101.969   MT  0.99990583   +0 07 33.0
 CZ1558;SPC AZ C     -   661,505.33    771,331.92   iFT  0.99990583   +0 07 33.0
 CZ1558;UTM  12      - 3,631,351.819   435,928.521   MT  0.99965062   -0 22 15.5
 CZ1558
 CZ1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1558!SPC AZ C     -   0.99993440  x   0.99990583  =   0.99984023
 CZ1558!UTM  12      -   0.99993440  x   0.99965062  =   0.99958504
 CZ1558
 CZ1558|---------------------------------------------------------------------|
 CZ1558| PID    Reference Object                     Distance      Geod. Az  |
 CZ1558|                                                           dddmmss.s |
 CZ1558| CZ1560 DUST RESET RM 2                      16.331 METERS 09104     |
 CZ1558| CH5109 DUST RESET AZ MK                                   1004658.5 |
 CZ1558| CZ1408 DUST                                446.699 METERS 3554833.3 |
 CZ1558| CZ1559 DUST RESET RM 1                      15.470 METERS 35553     |
 CZ1558|---------------------------------------------------------------------|
 CZ1558
 CZ1558                          SUPERSEDED SURVEY CONTROL
 CZ1558
 CZ1558  NAD 83(1986)-  32 49 05.88875(N)    111 41 04.08385(W) AD(       ) 3
 CZ1558  NAD 27      -  32 49 05.67904(N)    111 41 01.62874(W) AD(       ) 3
 CZ1558  NGVD 29 (??/??/92)  447.424  (m)         1467.92   (f) ADJ UNCH    1 2
 CZ1558
 CZ1558.Superseded values are not recommended for survey control.
 CZ1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1558.See file dsdata.txt to determine how the superseded data were derived.
 CZ1558
 CZ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3592931352(NAD 83)
 CZ1558_MARKER: DS = TRIANGULATION STATION DISK
 CZ1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1558_STAMPING: DUST RESET 1964
 CZ1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1558+STABILITY: SURFACE MOTION
 CZ1558
 CZ1558  HISTORY     - Date     Condition        Report By
 CZ1558  HISTORY     - 1964     MONUMENTED       AZHD
 CZ1558  HISTORY     - 1975     GOOD             AZDT
 CZ1558
 CZ1558                          STATION DESCRIPTION
 CZ1558
 CZ1558'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 CZ1558'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF THE CITY
 CZ1558'OF CASA GRANDE.
 CZ1558'
 CZ1558'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CZ1558'84 AND 93 AND FLORENCE STREET IN CASA GRANDE, GO SOUTHEAST ON
 CZ1558'STATE HIGHWAY 84 AND 93 FOR 6.40 MILES TO THE SUNLAND GIN ROAD,
 CZ1558'TURN RIGHT, SOUTH, FOR 0.2 MILE, THENCE RIGHT, WEST, FOR 0.75
 CZ1558'MILE (THIS WILL BE THE CENTER LINE MEDIAN OF THE NEW
 CZ1558'PHOENIX-TUCSON FREEWAY, INTERSTATE HIGHWAY 10), THENCE DIRECTLY
 CZ1558'SOUTH ON MEDIAN LINE FOR 1064 FEET TO THE STATION.
 CZ1558'
 CZ1558'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED DUST 1962
 CZ1558'RESET 1964 AND SET IN A 11-INCH SQUARE CONCRETE MONUMENT
 CZ1558'PROJECTING 6 INCHES.  IT IS 4 FEET NORTH OF A WITNESS POST.
 CZ1558'
 CZ1558'REFERENCE MARK NO. 1 RESET 1964 IS A STANDARD REFERENCE MARK
 CZ1558'DISK STAMPED DUST NO 1 1962 RESET 1964 AND IS SET IN TOP OF A
 CZ1558'11-INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
 CZ1558'
 CZ1558'REFERENCE MARK NO. 2 RESET 1964 IS A STANDARD REFERENCE MARK
 CZ1558'DISK STAMPED DUST NO 2 1962 RESET 1964 AND IS SET IN TOP OF
 CZ1558'11-INCH SQUARE CONCRETE POST.
 CZ1558'
 CZ1558'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 CZ1558'DUST 1962 RESET 1964 AND IS SET IN TOP OF A 6-INCH CIRCULAR
 CZ1558'CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS LOCATED 0.70
 CZ1558'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 84 AND 93 AND
 CZ1558'SUNLAND GIN ROAD, ON THE EAST SIDE OF SUNLAND GIN ROAD, 5 FEET
 CZ1558'NORTH OF POWER POLE NO. 10 AND 4 FEET SOUTH OF A WITNESS POST.
 CZ1558'
 CZ1558'LEVELS WERE NOT RUN TO NEW MARKS.
 CZ1558
 CZ1558                          STATION RECOVERY (1975)
 CZ1558
 CZ1558'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1558'6.6 MI SE FROM CASA BLANCA.
 CZ1558'FROM MILEPOST 178, I-8, EAST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1558'LEFT.  150 FT. NORTH OF THE EAST BOUND CENTERLINE.  OPPOSITE AND SOUTH
 CZ1558'OF THE I-8 AND I-10 OVERPASS.  3 FT. NORTHEAST OF USC AND GS SIGN. A
 CZ1558'USC AND GS TRIANGULATION BRASS CAP SET IN A 12 IN. CYLINDRICAL
 CZ1558'CONCRETE POST, UP 0.15 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1559 ***********************************************************************
 CZ1559  DESIGNATION -  DUST RESET RM 1
 CZ1559  PID         -  CZ1559
 CZ1559  STATE/COUNTY-  AZ/PINAL
 CZ1559  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1559
 CZ1559                         *CURRENT SURVEY CONTROL
 CZ1559  ___________________________________________________________________
 CZ1559* NAD 83(1986)-  32 49 06.     (N)    111 41 02.     (W)     SCALED    
 CZ1559* NAVD 88     -       448.10   (+/-2cm)    1470.1    (feet)  VERTCON   
 CZ1559  ___________________________________________________________________
 CZ1559  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1559  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1559
 CZ1559.The horizontal coordinates were scaled from a topographic map and have
 CZ1559.an estimated accuracy of +/- 6 seconds.
 CZ1559
 CZ1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1559.The vertical order pertains to the NGVD 29 superseded value.
 CZ1559
 CZ1559.The geoid height was determined by GEOID03.
 CZ1559
 CZ1559;                    North         East    Units  Estimated Accuracy
 CZ1559;SPC AZ C     -   201,630.      235,160.      MT  (+/- 180 meters Scaled)
 CZ1559
 CZ1559                          SUPERSEDED SURVEY CONTROL
 CZ1559
 CZ1559  NGVD 29 (??/??/92)  447.548  (m)         1468.33   (f) ADJ UNCH    1 2
 CZ1559
 CZ1559.Superseded values are not recommended for survey control.
 CZ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1559.See file dsdata.txt to determine how the superseded data were derived.
 CZ1559
 CZ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB359313(NAD 83)
 CZ1559_MARKER: DR = REFERENCE MARK DISK
 CZ1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1559_STAMPING: DUST RESET NO 1
 CZ1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1559+STABILITY: SURFACE MOTION
 CZ1559
 CZ1559  HISTORY     - Date     Condition        Report By
 CZ1559  HISTORY     - 1964     MONUMENTED       CGS
 CZ1559  HISTORY     - 1964     GOOD             NGS
 CZ1559  HISTORY     - 1975     GOOD             AZDT
 CZ1559
 CZ1559                          STATION DESCRIPTION
 CZ1559
 CZ1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CZ1559'6.6 MI SE FROM CASA BLANCA.
 CZ1559'FROM MILEPOST 178, I-8, EAST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1559'LEFT.  ABOUT 200 FT. NORTH OF THE EAST BOUND CENTERLINE.  55 FT.
 CZ1559'NORTHWEST OF THE MAIN STATION.  A USC AND GS REFERENCE MARK BRASS CAP,
 CZ1559'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.6 FT.
 CZ1559
 CZ1559                          STATION RECOVERY (1975)
 CZ1559
 CZ1559'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1560 ***********************************************************************
 CZ1560  DESIGNATION -  DUST RESET RM 2
 CZ1560  PID         -  CZ1560
 CZ1560  STATE/COUNTY-  AZ/PINAL
 CZ1560  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1560
 CZ1560                         *CURRENT SURVEY CONTROL
 CZ1560  ___________________________________________________________________
 CZ1560* NAD 83(1986)-  32 49 06.     (N)    111 41 02.     (W)     SCALED    
 CZ1560* NAVD 88     -       448.01   (+/-2cm)    1469.8    (feet)  VERTCON   
 CZ1560  ___________________________________________________________________
 CZ1560  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1560  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1560
 CZ1560.The horizontal coordinates were scaled from a topographic map and have
 CZ1560.an estimated accuracy of +/- 6 seconds.
 CZ1560
 CZ1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1560.The vertical order pertains to the NGVD 29 superseded value.
 CZ1560
 CZ1560.The geoid height was determined by GEOID03.
 CZ1560
 CZ1560;                    North         East    Units  Estimated Accuracy
 CZ1560;SPC AZ C     -   201,630.      235,160.      MT  (+/- 180 meters Scaled)
 CZ1560
 CZ1560                          SUPERSEDED SURVEY CONTROL
 CZ1560
 CZ1560  NGVD 29 (??/??/92)  447.461  (m)         1468.05   (f) ADJ UNCH    1 2
 CZ1560
 CZ1560.Superseded values are not recommended for survey control.
 CZ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1560.See file dsdata.txt to determine how the superseded data were derived.
 CZ1560
 CZ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB359313(NAD 83)
 CZ1560_MARKER: DR = REFERENCE MARK DISK
 CZ1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1560_STAMPING: DUST RESET NO 2 1964
 CZ1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1560+STABILITY: SURFACE MOTION
 CZ1560
 CZ1560  HISTORY     - Date     Condition        Report By
 CZ1560  HISTORY     - 1964     MONUMENTED       CGS
 CZ1560  HISTORY     - 1975     GOOD             AZDT
 CZ1560
 CZ1560                          STATION DESCRIPTION
 CZ1560
 CZ1560'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1560'6.6 MI SE FROM CASA BLANCA.
 CZ1560'FROM MILEPOST 178, I-8, EAST FOR 0.25 MILES AND TO THE STATION ON THE
 CZ1560'LEFT.  ABOUT 225 FT. NORTH OF THE EAST BOUND CENTERLINE.  55 FT.
 CZ1560'NORTHEAST OF THE MAIN STATION.  A USC AND GS REFERENCE MARK BRASS CAP,
 CZ1560'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0333 ***********************************************************************
 DA0333  DESIGNATION -  DUST RM 1
 DA0333  PID         -  DA0333
 DA0333  STATE/COUNTY-  AZ/PIMA
 DA0333  USGS QUAD   -  AJO SOUTH (1990)
 DA0333
 DA0333                         *CURRENT SURVEY CONTROL
 DA0333  ___________________________________________________________________
 DA0333* NAD 83(1986)-  32 18 17.     (N)    112 45 35.     (W)     SCALED    
 DA0333* NAVD 88     -       520.205  (meters)    1706.71   (feet)  ADJUSTED  
 DA0333  ___________________________________________________________________
 DA0333  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0333  DYNAMIC HT  -         519.532 (meters)    1704.50  (feet)  COMP
 DA0333  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 DA0333
 DA0333  VERT ORDER  -  FIRST     CLASS II
 DA0333
 DA0333.The horizontal coordinates were scaled from a topographic map and have
 DA0333.an estimated accuracy of +/- 6 seconds.
 DA0333
 DA0333.The orthometric height was determined by differential leveling
 DA0333.and adjusted in June 1991.
 DA0333
 DA0333.The geoid height was determined by GEOID03.
 DA0333
 DA0333.The dynamic height is computed by dividing the NAVD 88
 DA0333.geopotential number by the normal gravity value computed on the
 DA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0333.degrees latitude (g = 980.6199 gals.).
 DA0333
 DA0333.The modeled gravity was interpolated from observed gravity values.
 DA0333
 DA0333;                    North         East    Units  Estimated Accuracy
 DA0333;SPC AZ C     -   144,970.      133,970.      MT  (+/- 180 meters Scaled)
 DA0333
 DA0333                          SUPERSEDED SURVEY CONTROL
 DA0333
 DA0333  NGVD 29 (??/??/92)  519.492  (m)         1704.37   (f) ADJ UNCH    1 2
 DA0333
 DA0333.Superseded values are not recommended for survey control.
 DA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0333.See file dsdata.txt to determine how the superseded data were derived.
 DA0333
 DA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA343755(NAD 83)
 DA0333_MARKER: DR = REFERENCE MARK DISK
 DA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0333_STAMPING: DUST NO 1 1936
 DA0333_PROJECTION: PROJECTING 20 CENTIMETERS
 DA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0333+STABILITY: SURFACE MOTION
 DA0333
 DA0333  HISTORY     - Date     Condition        Report By
 DA0333  HISTORY     - 1936     MONUMENTED       CGS
 DA0333  HISTORY     - 1953     GOOD             NGS
 DA0333  HISTORY     - 1981     GOOD             NGS
 DA0333  HISTORY     - 19880320 GOOD             USPSQD
 DA0333  HISTORY     - 19970305 GOOD             USPSQD
 DA0333  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0333
 DA0333                          STATION DESCRIPTION
 DA0333
 DA0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0333'8.05 MI SE FROM AJO.
 DA0333'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0333'FROM THE STATION AT AJO, THENCE 7.9 MILES SOUTHEAST ALONG STATE
 DA0333'HIGHWAY 86, 1.4 MILES SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0333'HIGHWAY, 95.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63.7
 DA0333'FEET SOUTH OF DUST R.M. 2, 44.3 FEET SOUTHWEST OF TRIANGULATION
 DA0333'STATION DUST, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 DA0333'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0333'FOOT ABOVE THE GROUND.
 DA0333
 DA0333                          STATION RECOVERY (1981)
 DA0333
 DA0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0333'4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0333'STATE HIGHWAY 86 IN WHY, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST
 DA0333'50, 29.7 M (95.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA0333'13.4 M (44.3 FT) SOUTHWEST OF STATION DUST.
 DA0333'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0333
 DA0333                          STATION RECOVERY (1988)
 DA0333
 DA0333'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0333'RECOVERED IN GOOD CONDITION.
 DA0333
 DA0333                          STATION RECOVERY (1997)
 DA0333
 DA0333'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0333'RECOVERED IN GOOD CONDITION.
 DA0333
 DA0333                          STATION RECOVERY (1999)
 DA0333
 DA0333'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1085 ***********************************************************************
 CZ1085  DESIGNATION -  DUST RM 1
 CZ1085  PID         -  CZ1085
 CZ1085  STATE/COUNTY-  AZ/PINAL
 CZ1085  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1085
 CZ1085                         *CURRENT SURVEY CONTROL
 CZ1085  ___________________________________________________________________
 CZ1085* NAD 83(1986)-  32 49 20.     (N)    111 41 22.     (W)     SCALED    
 CZ1085* NAVD 88     -       447.06   (+/-2cm)    1466.7    (feet)  VERTCON   
 CZ1085  ___________________________________________________________________
 CZ1085  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1085
 CZ1085.The horizontal coordinates were scaled from a topographic map and have
 CZ1085.an estimated accuracy of +/- 6 seconds.
 CZ1085
 CZ1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1085.The vertical order pertains to the NGVD 29 superseded value.
 CZ1085
 CZ1085.The geoid height was determined by GEOID03.
 CZ1085
 CZ1085;                    North         East    Units  Estimated Accuracy
 CZ1085;SPC AZ C     -   202,060.      234,640.      MT  (+/- 180 meters Scaled)
 CZ1085
 CZ1085                          SUPERSEDED SURVEY CONTROL
 CZ1085
 CZ1085  NGVD 29 (??/??/92)  446.517  (m)         1464.95   (f) ADJ UNCH    2 0
 CZ1085
 CZ1085.Superseded values are not recommended for survey control.
 CZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1085.See file dsdata.txt to determine how the superseded data were derived.
 CZ1085
 CZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB354317(NAD 83)
 CZ1085_MARKER: DR = REFERENCE MARK DISK
 CZ1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1085_STAMPING: DUST NO 1 1962
 CZ1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1085+STABILITY: SURFACE MOTION
 CZ1085
 CZ1085  HISTORY     - Date     Condition        Report By
 CZ1085  HISTORY     - 1962     MONUMENTED       CGS
 CZ1085
 CZ1085                          STATION DESCRIPTION
 CZ1085
 CZ1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1085'6.2 MI SE FROM CASA GRANDE.
 CZ1085'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 93-84 FROM THE POST OFFICE AT
 CZ1085'CASA GRANDE, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD TO A GATE, PASS
 CZ1085'THROUGH GATE AND GO 0.05 MILE EAST ALONG THE FENCE LINE, THENCE 0.45
 CZ1085'MILE SOUTH TO A FENCE LINE, THENCE 0.05 MILE EAST ALONG THE FENCE
 CZ1085'LINE, THENCE 0.15 MILE NORTHEAST ALONG A DIM TRACK ROAD, 9 FEET NORTH
 CZ1085'OF A SMALL DRAINAGE DITCH, 6 FEET WEST OF A YELLOW PAINTED 2 BY 4
 CZ1085'WOODEN WITNESS POST, 150 FEET EAST OF TRAVERSE STATION DUST, 151.0
 CZ1085'FEET EAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 CZ1085'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0332 ***********************************************************************
 DA0332  DESIGNATION -  DUST RM 2
 DA0332  PID         -  DA0332
 DA0332  STATE/COUNTY-  AZ/PIMA
 DA0332  USGS QUAD   -  AJO SOUTH (1990)
 DA0332
 DA0332                         *CURRENT SURVEY CONTROL
 DA0332  ___________________________________________________________________
 DA0332* NAD 83(1986)-  32 18 17.     (N)    112 45 35.     (W)     SCALED    
 DA0332* NAVD 88     -       520.202  (meters)    1706.70   (feet)  ADJUSTED  
 DA0332  ___________________________________________________________________
 DA0332  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0332  DYNAMIC HT  -         519.529 (meters)    1704.49  (feet)  COMP
 DA0332  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 DA0332
 DA0332  VERT ORDER  -  FIRST     CLASS II
 DA0332
 DA0332.The horizontal coordinates were scaled from a topographic map and have
 DA0332.an estimated accuracy of +/- 6 seconds.
 DA0332
 DA0332.The orthometric height was determined by differential leveling
 DA0332.and adjusted in June 1991.
 DA0332
 DA0332.The geoid height was determined by GEOID03.
 DA0332
 DA0332.The dynamic height is computed by dividing the NAVD 88
 DA0332.geopotential number by the normal gravity value computed on the
 DA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0332.degrees latitude (g = 980.6199 gals.).
 DA0332
 DA0332.The modeled gravity was interpolated from observed gravity values.
 DA0332
 DA0332;                    North         East    Units  Estimated Accuracy
 DA0332;SPC AZ C     -   144,970.      133,970.      MT  (+/- 180 meters Scaled)
 DA0332
 DA0332                          SUPERSEDED SURVEY CONTROL
 DA0332
 DA0332  NGVD 29 (??/??/92)  519.487  (m)         1704.35   (f) ADJ UNCH    1 2
 DA0332
 DA0332.Superseded values are not recommended for survey control.
 DA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0332.See file dsdata.txt to determine how the superseded data were derived.
 DA0332
 DA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA343755(NAD 83)
 DA0332_MARKER: DR = REFERENCE MARK DISK
 DA0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0332_STAMPING: DUST NO 2 1936
 DA0332_PROJECTION: PROJECTING 20 CENTIMETERS
 DA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0332+STABILITY: SURFACE MOTION
 DA0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0332+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA0332
 DA0332  HISTORY     - Date     Condition        Report By
 DA0332  HISTORY     - 1936     MONUMENTED       CGS
 DA0332  HISTORY     - 1953     GOOD             NGS
 DA0332  HISTORY     - 1981     GOOD             NGS
 DA0332  HISTORY     - 19880320 GOOD             USPSQD
 DA0332  HISTORY     - 19970305 GOOD             USPSQD
 DA0332  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0332  HISTORY     - 20061112 GOOD             USPSQD
 DA0332
 DA0332                          STATION DESCRIPTION
 DA0332
 DA0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0332'8.05 MI SE FROM AJO.
 DA0332'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0332'FROM THE STATION AT AJO, THENCE 7.9 MILES SOUTHEAST ALONG STATE
 DA0332'HIGHWAY 86, 1.4 MILES SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0332'HIGHWAY, 63.7 FEET NORTH OF DUST R.M. 1, 52 FEET SOUTHWEST OF THE
 DA0332'CENTER LINE OF THE HIGHWAY, 50.9 FEET NORTHWEST OF TRIANGULATION
 DA0332'STATION DUST, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 DA0332'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0332'FOOT ABOVE THE GROUND.
 DA0332
 DA0332                          STATION RECOVERY (1981)
 DA0332
 DA0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0332'4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0332'STATE HIGHWAY 86 IN WHY, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST
 DA0332'50, 15.8 M (52.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA0332'15.4 M (50.9 FT) NORTHWEST OF THE STATION DUST.
 DA0332'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0332
 DA0332                          STATION RECOVERY (1988)
 DA0332
 DA0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0332'RECOVERED IN GOOD CONDITION.
 DA0332
 DA0332                          STATION RECOVERY (1997)
 DA0332
 DA0332'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0332'RECOVERED IN GOOD CONDITION.
 DA0332
 DA0332                          STATION RECOVERY (1999)
 DA0332
 DA0332'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0332'MARK NOT FOUND.
 DA0332
 DA0332                          STATION RECOVERY (2006)
 DA0332
 DA0332'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2185 ***********************************************************************
 DV2185  DESIGNATION -  DUSTY
 DV2185  PID         -  DV2185
 DV2185  STATE/COUNTY-  AZ/YAVAPAI
 DV2185  USGS QUAD   -  WICKENBURG (1978)
 DV2185
 DV2185                         *CURRENT SURVEY CONTROL
 DV2185  ___________________________________________________________________
 DV2185* NAD 83(1992)-  33 59 15.86217(N)    112 41 35.71839(W)     ADJUSTED  
 DV2185* NAVD 88     -       731.6    (meters)    2400.     (feet)  VERTCON   
 DV2185  ___________________________________________________________________
 DV2185  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 DV2185  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DV2185  HORZ ORDER  -  FIRST
 DV2185
 DV2185.The horizontal coordinates were established by classical geodetic methods
 DV2185.and adjusted by the National Geodetic Survey in August 1993.
 DV2185
 DV2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2185
 DV2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2185
 DV2185.The geoid height was determined by GEOID03.
 DV2185
 DV2185;                    North         East     Units Scale Factor Converg.
 DV2185;SPC AZ C     -   331,565.850   141,611.082   MT  0.99996344   -0 26 02.9
 DV2185;SPC AZ C     - 1,087,814.47    464,603.29   iFT  0.99996344   -0 26 02.9
 DV2185;UTM  12      - 3,762,088.684   343,600.492   MT  0.99990154   -0 56 48.3
 DV2185
 DV2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2185!SPC AZ C     -   0.99988978  x   0.99996344  =   0.99985322
 DV2185!UTM  12      -   0.99988978  x   0.99990154  =   0.99979133
 DV2185
 DV2185                          SUPERSEDED SURVEY CONTROL
 DV2185
 DV2185  NAD 83(1986)-  33 59 15.85982(N)    112 41 35.72012(W) AD(       ) 1
 DV2185  NAD 27      -  33 59 15.75000(N)    112 41 33.07300(W) AD(       ) 1
 DV2185  NGVD 29 (07/19/86)  730.9    (m)         2398.     (f) VERT ANG    3  
 DV2185
 DV2185.Superseded values are not recommended for survey control.
 DV2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2185.See file dsdata.txt to determine how the superseded data were derived.
 DV2185
 DV2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4360062089(NAD 83)
 DV2185_MARKER: DS = TRIANGULATION STATION DISK
 DV2185_SETTING: 80 = SET IN A BOULDER
 DV2185_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2185+STABILITY: SURFACE MOTION
 DV2185
 DV2185  HISTORY     - Date     Condition        Report By
 DV2185  HISTORY     - 1924     MONUMENTED       CGS
 DV2185  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV2185  HISTORY     - 20081129 MARK NOT FOUND   GEOCAC
 DV2185
 DV2185                          STATION DESCRIPTION
 DV2185
 DV2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2185'ABOUT 2 MILES EAST OF WICKENBURG, ON THE NORTH SIDE OF THE OLD
 DV2185'WICKENBURG-HOT SPRINGS JUNCTION ROAD NEAR THE SUMMIT OF THE
 DV2185'DIVIDE BETWEEN THE HASSAYAMPA RIVER AND CALAMITY GULCH.
 DV2185'STATION IS ABOUT 30 YARDS NORTH OF THE MARICOPA-YAVAPAI
 DV2185'COUNTY LINE.  MARKED BY A STANDARD BRONZE DISK.
 DV2185
 DV2185                          STATION RECOVERY (1963)
 DV2185
 DV2185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV2185'NO MARK FOUND DURING THOROUGH SEARCH.  LOCAL RESIDENT CLAIMED
 DV2185'THAT STATION MARK HAD BEEN UPROOTED AND LYING ON GROUND FOR
 DV2185'SEVERAL YEARS.
 DV2185
 DV2185                          STATION RECOVERY (2008)
 DV2185
 DV2185'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 DV2185'ROAD HAS BEEN BLADED INTO 2 LANES WIDE IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1464 ***********************************************************************
 DU1464  DESIGNATION -  DUTCH
 DU1464  PID         -  DU1464
 DU1464  STATE/COUNTY-  AZ/PINAL
 DU1464  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1464
 DU1464                         *CURRENT SURVEY CONTROL
 DU1464  ___________________________________________________________________
 DU1464* NAD 83(1992)-  33 23 11.35667(N)    111 33 12.84497(W)     ADJUSTED  
 DU1464* NAVD 88     -       498.223  (meters)    1634.59   (feet)  ADJUSTED  
 DU1464  ___________________________________________________________________
 DU1464  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DU1464  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1464  DYNAMIC HT  -         497.619 (meters)    1632.61  (feet)  COMP
 DU1464  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 DU1464
 DU1464  HORZ ORDER  -  SECOND
 DU1464  VERT ORDER  -  FIRST     CLASS I
 DU1464
 DU1464.The horizontal coordinates were established by classical geodetic methods
 DU1464.and adjusted by the National Geodetic Survey in August 1993.
 DU1464
 DU1464.The orthometric height was determined by differential leveling
 DU1464.and adjusted in November 1993.
 DU1464
 DU1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1464
 DU1464.The geoid height was determined by GEOID03.
 DU1464
 DU1464.The dynamic height is computed by dividing the NAVD 88
 DU1464.geopotential number by the normal gravity value computed on the
 DU1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1464.degrees latitude (g = 980.6199 gals.).
 DU1464
 DU1464.The modeled gravity was interpolated from observed gravity values.
 DU1464
 DU1464;                    North         East     Units Scale Factor Converg.
 DU1464;SPC AZ C     -   264,670.727   247,140.729   MT  0.99991406   +0 11 59.3
 DU1464;SPC AZ C     -   868,342.28    810,829.16   iFT  0.99991406   +0 11 59.3
 DU1464;UTM  12      - 3,694,271.235   448,514.297   MT  0.99963268   -0 18 16.7
 DU1464
 DU1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1464!SPC AZ C     -   0.99992640  x   0.99991406  =   0.99984046
 DU1464!UTM  12      -   0.99992640  x   0.99963268  =   0.99955910
 DU1464
 DU1464|---------------------------------------------------------------------|
 DU1464| PID    Reference Object                     Distance      Geod. Az  |
 DU1464|                                                           dddmmss.s |
 DU1464| DU1465 DUTCH RM 1                           12.788 METERS 09002     |
 DU1464| DU1463 DUTCH RM 2                           12.750 METERS 27023     |
 DU1464| DU2109 DOUBLE 2                            APPROX. 9.9 KM 2892834.6 |
 DU1464|---------------------------------------------------------------------|
 DU1464
 DU1464                          SUPERSEDED SURVEY CONTROL
 DU1464
 DU1464  NAD 83(1986)-  33 23 11.35293(N)    111 33 12.84835(W) AD(       ) 2
 DU1464  NAD 27      -  33 23 11.17575(N)    111 33 10.36958(W) AD(       ) 2
 DU1464  NGVD 29 (??/??/92)  497.737  (m)         1632.99   (f) ADJ UNCH    1 1
 DU1464
 DU1464.Superseded values are not recommended for survey control.
 DU1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1464.See file dsdata.txt to determine how the superseded data were derived.
 DU1464
 DU1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4851494271(NAD 83)
 DU1464_MARKER: DD = SURVEY DISK
 DU1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1464_SP_SET: CONCRETE POST
 DU1464_STAMPING: DUTCH P M GS
 DU1464_MARK LOGO: AZHD  
 DU1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1464+STABILITY: SURFACE MOTION
 DU1464
 DU1464  HISTORY     - Date     Condition        Report By
 DU1464  HISTORY     - 1974     MONUMENTED       AZDT
 DU1464  HISTORY     - 1975     GOOD             AZDT
 DU1464  HISTORY     - 1984     GOOD             AZDT
 DU1464  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1464
 DU1464                          STATION DESCRIPTION
 DU1464
 DU1464'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1464'THE STATION IS LOCATED 2 MILES WEST SOUTHWEST OF APACHE
 DU1464'JCT. AND 16.5 MILES EAST SOUTHEAST OF MESA AND ON THE PROPOSED
 DU1464'SUPERSTITION FREEWAY CENTERLINE, 349 FEET EAST OF MIDSECTION TIE.
 DU1464'
 DU1464'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED DUTCH
 DU1464'P AND M GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1464'MONUMENT FLUSH WITH THE GROUND.
 DU1464'
 DU1464'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1464'DUTCH RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1464'MONUMENT PROJECTING 0.3 FEET.
 DU1464'
 DU1464'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU1464'DUTCH RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1464'MONUMENT PROJECTING 0.4 FEET.
 DU1464'
 DU1464'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1464'STATE ROUTE 88 IN APACHE JCT., PROCEED WEST ON U.S. 60, 80 AND
 DU1464'89 FOR 0.8 MILES TO IRONWOOD ST., TURN LEFT (SOUTH) ONTO IRONWOOD
 DU1464'ST. FOR 1.6 MILES TO SOUTHERN AVE.  TURN EAST ON SOUTHERN AVE. FOR
 DU1464'0.2 MILES TO THE EASTERN EDGE OF THE SCHOOL GROUNDS AND DIKE
 DU1464'RD., TURN SOUTH ON DIKE RD. FOR 0.5 MILE TO A CURVE IN THE
 DU1464'ROAD.  THE STATION IS ABOUT 400 EAST MARKED WITH A WITNESS
 DU1464'POST.
 DU1464'
 DU1464'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1464
 DU1464                          STATION RECOVERY (1975)
 DU1464
 DU1464'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1464'5.25 MI SW FROM PALM SPRINGS.
 DU1464'FROM THE INTERSECTION OF IRONWOOD AND THE SUPERSTITION FREEWAY
 DU1464'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1464'STATION.  ON THE FREEWAY CENTERLINE.  3 FT. WEST OF A P AND M SURVEY
 DU1464'SIGN.  SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION.  AN AHD ALUMINUM
 DU1464'CAP, SET IN A CYLINDRICAL 12 IN. CONCRETE POST, FLUSH.
 DU1464
 DU1464                          STATION RECOVERY (1984)
 DU1464
 DU1464'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1464'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1464'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1464'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 5.64 KM.  (3.51 MI.)
 DU1464'TO THE STATION.
 DU1464
 DU1464                          STATION RECOVERY (2008)
 DU1464
 DU1464'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1464'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1464'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1464' 
 DU1464' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0916 ***********************************************************************
 EU0916  DESIGNATION -  DUTCH
 EU0916  PID         -  EU0916
 EU0916  STATE/COUNTY-  AZ/MOHAVE
 EU0916  USGS QUAD   -  BUCK MOUNTAINS NE (1970)
 EU0916
 EU0916                         *CURRENT SURVEY CONTROL
 EU0916  ___________________________________________________________________
 EU0916* NAD 83(1992)-  34 41 03.52645(N)    114 03 26.82113(W)     ADJUSTED  
 EU0916* NAVD 88     -       592.1    (meters)    1943.     (feet)  VERTCON   
 EU0916  ___________________________________________________________________
 EU0916  EPOCH DATE  -        1991.35
 EU0916  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 EU0916  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 EU0916  HORZ ORDER  -  FIRST
 EU0916
 EU0916.The horizontal coordinates were established by classical geodetic methods
 EU0916.and adjusted by the National Geodetic Survey in June 1996.
 EU0916.The horizontal coordinates are valid at the epoch date displayed above.
 EU0916.The epoch date for horizontal control is a decimal equivalence
 EU0916.of Year/Month/Day.
 EU0916
 EU0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0916
 EU0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0916
 EU0916.The geoid height was determined by GEOID03.
 EU0916
 EU0916;                    North         East     Units Scale Factor Converg.
 EU0916;SPC AZ W     -   408,612.754   185,187.888   MT  0.99994311   -0 10 29.8
 EU0916;SPC AZ W     - 1,340,593.02    607,571.81   iFT  0.99994311   -0 10 29.8
 EU0916;UTM  11      - 3,841,976.801   769,581.783   MT  1.00049584   +1 40 31.7
 EU0916;UTM  12      - 3,842,290.842   219,888.113   MT  1.00056721   -1 44 27.6
 EU0916
 EU0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0916!SPC AZ W     -   0.99991177  x   0.99994311  =   0.99985489
 EU0916!UTM  11      -   0.99991177  x   1.00049584  =   1.00040757
 EU0916!UTM  12      -   0.99991177  x   1.00056721  =   1.00047893
 EU0916
 EU0916:                Primary Azimuth Mark                     Grid Az
 EU0916:SPC AZ W     -  DUTCH AZ MK                              077 18 45.5
 EU0916:UTM  11      -  DUTCH AZ MK                              075 27 44.0
 EU0916:UTM  12      -  DUTCH AZ MK                              078 52 43.3
 EU0916
 EU0916|---------------------------------------------------------------------|
 EU0916| PID    Reference Object                     Distance      Geod. Az  |
 EU0916|                                                           dddmmss.s |
 EU0916| CC4694 DUTCH AZ MK                                        0770815.7 |
 EU0916| CC4695 DUTCH RM 1                           20.503 METERS 14206     |
 EU0916| ET1088 NORTHERN ONE OF TWO DOME PEAKS      APPROX.28.6 KM 1621227.5 |
 EU0916| ET1089 SOUTHERN ONE OF TWO DOME PEAKS      APPROX.29.3 KM 1622958.5 |
 EU0916| CC4696 DUTCH RM 2                           11.323 METERS 21520     |
 EU0916| EU0938 ROCKY PEAK BLACK MTN RANGE          APPROX.25.6 KM 3162032.4 |
 EU0916|---------------------------------------------------------------------|
 EU0916
 EU0916                          SUPERSEDED SURVEY CONTROL
 EU0916
 EU0916  NAD 83(1992)-  34 41 03.52450(N)    114 03 26.82409(W) AD(       ) 1
 EU0916  NAD 83(1986)-  34 41 03.52579(N)    114 03 26.83286(W) AD(       ) 1
 EU0916  NAD 27      -  34 41 03.49200(N)    114 03 24.01900(W) AD(       ) 1
 EU0916  NGVD 29 (07/19/86)  591.4    (m)         1940.     (f) VERT ANG    3  
 EU0916
 EU0916.Superseded values are not recommended for survey control.
 EU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0916.See file dsdata.txt to determine how the superseded data were derived.
 EU0916
 EU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6958241977(NAD 83)
 EU0916_MARKER: DS = TRIANGULATION STATION DISK
 EU0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0916
 EU0916  HISTORY     - Date     Condition        Report By
 EU0916  HISTORY     - 1945     MONUMENTED       CGS
 EU0916  HISTORY     - 1948     GOOD             CGS
 EU0916
 EU0916                          STATION DESCRIPTION
 EU0916
 EU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0916'STATION IS 15-1/2 MILES (AIR LINE) SSW OF YUCCA, IN FLAT COUNTRY
 EU0916'ABOUT 1.3 MILES E OF THE BLADED ROAD FROM YUCCA TO DUTCH FLAT.
 EU0916'
 EU0916'STATION MARK IS A BRONZE STATION DISK SET IN A CYLINDRICAL CONCRETE
 EU0916'POST FLUSH WITH THE GROUND AND IS STAMPED DUTCH 1945.  IT IS
 EU0916'9-1/2 FEET SE OF A WITNESS POST.  UNDERGROUND MARK IS A BRONZE
 EU0916'DISK SET IN CONCRETE.
 EU0916'
 EU0916'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0916'POST PROJECTING 3 INCHES ABOVE THE GROUND AND IS STAMPED DUTCH
 EU0916'NO 1 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EU0916'
 EU0916'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0916'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 EU0916'DUTCH NO 2 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION
 EU0916'MARK.
 EU0916'
 EU0916'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 EU0916'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 EU0916'DUTCH 1945.  IT IS 3 FEET SW OF WITNESS POST.
 EU0916'
 EU0916'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO E ON THE
 EU0916'GRADED ROAD TOWARD SIGNAL FOR 0.2 MILE TO FORK AND SIGN READING
 EU0916'TOPOCK.  FOLLOWING THE SIGN, GO S FOR 5.7 MILES TO A FORK AND SIGN
 EU0916'ON THE LEFT READING DUTCH FLAT KAMPFF MINES.  FOLLOWING THE SIGN,
 EU0916'TAKE THE LEFT FORK AND GO 2.6 MILES TO A CATTLE GUARD.  CONTINUE
 EU0916'0.4 MILE TO A FORK AND SIGN ON THE LEFT READING DUTCH FLAT.
 EU0916'FOLLOWING THE SIGN, TAKE THE RIGHT FORK AND MAIN-TRAVELED ROAD
 EU0916'FOR 5.7 MILES.  HERE TURN LEFT (E) AND GO CROSS COUNTY FOR 1.3
 EU0916'MILES TO THE WITNESS POST AND STATION.
 EU0916'
 EU0916'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 EU0916
 EU0916                          STATION RECOVERY (1948)
 EU0916
 EU0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0916'THE STATION IS ABOUT 15-1/2 MILES, AIRLINE, SOUTH-SOUTHEAST OF
 EU0916'YUCCA, 23 MILES EAST-SOUTHEAST OF TOPOCK IN FLAT COUNTRY WHICH IS
 EU0916'COVERED WITH GREASE WOOD AND YUCCA.
 EU0916'
 EU0916'ALL MARKS ARE IN GOOD CONDITION.
 EU0916'
 EU0916'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 EU0916'CYLINDRICAL POST, 10 INCHES IN DIAMETER, FLUSH WITH THE SURFACE
 EU0916'OF THE GROUND, IS STAMPED DUTCH 1945.  IT IS 9-1/2 FEET SOUTHEAST
 EU0916'OF A 4 INCH SQUARE WHITE WITNESS POST.
 EU0916'
 EU0916'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 EU0916'SQUARE CONCRETE POST, PROJECTING 3 INCHES ABOVE THE SURFACE OF
 EU0916'THE GROUND, IS ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 EU0916'STAMPED DUTCH N 1 1945.
 EU0916'
 EU0916'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 EU0916'SQUARE CONCRETE POST, PROJECTING 3 INCHES ABOVE THE SURFACE OF
 EU0916'THE GROUND, IS ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 EU0916'STAMPED DUTCH NO 2 1945.
 EU0916'
 EU0916'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 EU0916'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 EU0916'GROUND, IS STAMPED DUTCH 1945.  IT IS 4 FEET SOUTHWEST OF A 4
 EU0916'INCH SQUARE WITNESS POST.
 EU0916'
 EU0916'TO REACH THE STATION FROM YUCCA GO SOUTHERLY ON THE YUCCA-TOPOCK
 EU0916'ROAD 5.9 MILES TO A FORK ABOUT 175 YARDS NORTH OF AN AIRWAY BEACON.
 EU0916'TAKE THE LEFT HAND ROAD SOUTHERLY UP THE VALLEY 2.6 MILES TO A
 EU0916'CATTLE GUARD.  PASS OVER THE GUARD AND CONTINUE SOUTHERLY ON THE
 EU0916'MAIN TRAVELED ROAD 6.1 MILES.  TURN LEFT OFF THE MAIN ROAD AND GO
 EU0916'EASTERLY ACROSS COUNTRY 1.5 MILES TO THE STATION.  A DRIVE
 EU0916'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1465 ***********************************************************************
 DU1465  DESIGNATION -  DUTCH RM 1
 DU1465  PID         -  DU1465
 DU1465  STATE/COUNTY-  AZ/PINAL
 DU1465  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1465
 DU1465                         *CURRENT SURVEY CONTROL
 DU1465  ___________________________________________________________________
 DU1465* NAD 83(1986)-  33 23 12.     (N)    111 33 14.     (W)     SCALED    
 DU1465* NAVD 88     -       498.103  (meters)    1634.19   (feet)  ADJUSTED  
 DU1465  ___________________________________________________________________
 DU1465  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1465  DYNAMIC HT  -         497.499 (meters)    1632.21  (feet)  COMP
 DU1465  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 DU1465
 DU1465  VERT ORDER  -  FIRST     CLASS I
 DU1465
 DU1465.The horizontal coordinates were scaled from a topographic map and have
 DU1465.an estimated accuracy of +/- 6 seconds.
 DU1465
 DU1465.The orthometric height was determined by differential leveling
 DU1465.and adjusted in November 1993.
 DU1465
 DU1465.The geoid height was determined by GEOID03.
 DU1465
 DU1465.The dynamic height is computed by dividing the NAVD 88
 DU1465.geopotential number by the normal gravity value computed on the
 DU1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1465.degrees latitude (g = 980.6199 gals.).
 DU1465
 DU1465.The modeled gravity was interpolated from observed gravity values.
 DU1465
 DU1465;                    North         East    Units  Estimated Accuracy
 DU1465;SPC AZ C     -   264,690.      247,110.      MT  (+/- 180 meters Scaled)
 DU1465
 DU1465                          SUPERSEDED SURVEY CONTROL
 DU1465
 DU1465.No superseded survey control is available for this station.
 DU1465
 DU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484942(NAD 83)
 DU1465_MARKER: DD = SURVEY DISK
 DU1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1465_STAMPING: DUTCH RM 1
 DU1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1465+STABILITY: SURFACE MOTION
 DU1465
 DU1465  HISTORY     - Date     Condition        Report By
 DU1465  HISTORY     - 1974     MONUMENTED       AZDT
 DU1465  HISTORY     - 1975     GOOD             AZDT
 DU1465  HISTORY     - 1975     GOOD             AZDT
 DU1465  HISTORY     - 1984     GOOD             AZDT
 DU1465  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1465
 DU1465                          STATION DESCRIPTION
 DU1465
 DU1465'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1465'5.75 MI SW FROM PALM SPRINGS.
 DU1465'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE SUPERSTITION FREEWAY
 DU1465'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1465'STATION.  ON THE FREEWAY CENTERLINE.  42 FT. EAST OF THE MAIN STATION
 DU1465'AND A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1465'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1465'POST, UP 0.4 FT.
 DU1465
 DU1465                          STATION RECOVERY (1975)
 DU1465
 DU1465'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1465'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE SUPERSTITION FREEWAY
 DU1465'CENTERLINE, EAST ON THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1465'STATION.  ON THE FREEWAY CENTERLINE.  42 FT. EAST OF THE MAIN STATION
 DU1465'AND A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE
 DU1465'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1465'POST, UP 0.4 FT.
 DU1465
 DU1465                          STATION RECOVERY (1984)
 DU1465
 DU1465'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1465'RECOVERED IN GOOD CONDITION.
 DU1465
 DU1465                          STATION RECOVERY (2008)
 DU1465
 DU1465'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1465'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1465'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1465' 
 DU1465' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1463 ***********************************************************************
 DU1463  DESIGNATION -  DUTCH RM 2
 DU1463  PID         -  DU1463
 DU1463  STATE/COUNTY-  AZ/PINAL
 DU1463  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1463
 DU1463                         *CURRENT SURVEY CONTROL
 DU1463  ___________________________________________________________________
 DU1463* NAD 83(1986)-  33 23 12.     (N)    111 33 14.     (W)     SCALED    
 DU1463* NAVD 88     -       498.114  (meters)    1634.23   (feet)  ADJUSTED  
 DU1463  ___________________________________________________________________
 DU1463  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1463  DYNAMIC HT  -         497.510 (meters)    1632.25  (feet)  COMP
 DU1463  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 DU1463
 DU1463  VERT ORDER  -  FIRST     CLASS I
 DU1463
 DU1463.The horizontal coordinates were scaled from a topographic map and have
 DU1463.an estimated accuracy of +/- 6 seconds.
 DU1463
 DU1463.The orthometric height was determined by differential leveling
 DU1463.and adjusted in November 1993.
 DU1463
 DU1463.The geoid height was determined by GEOID03.
 DU1463
 DU1463.The dynamic height is computed by dividing the NAVD 88
 DU1463.geopotential number by the normal gravity value computed on the
 DU1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1463.degrees latitude (g = 980.6199 gals.).
 DU1463
 DU1463.The modeled gravity was interpolated from observed gravity values.
 DU1463
 DU1463;                    North         East    Units  Estimated Accuracy
 DU1463;SPC AZ C     -   264,690.      247,110.      MT  (+/- 180 meters Scaled)
 DU1463
 DU1463                          SUPERSEDED SURVEY CONTROL
 DU1463
 DU1463  NGVD 29 (??/??/92)  497.627  (m)         1632.63   (f) ADJ UNCH    1 1
 DU1463
 DU1463.Superseded values are not recommended for survey control.
 DU1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1463.See file dsdata.txt to determine how the superseded data were derived.
 DU1463
 DU1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484942(NAD 83)
 DU1463_MARKER: DD = SURVEY DISK
 DU1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1463_STAMPING: DUTCH RM 2
 DU1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1463+STABILITY: SURFACE MOTION
 DU1463
 DU1463  HISTORY     - Date     Condition        Report By
 DU1463  HISTORY     - 1974     MONUMENTED       AZDT
 DU1463  HISTORY     - 1975     GOOD             AZDT
 DU1463  HISTORY     - 1975     GOOD             AZDT
 DU1463  HISTORY     - 1984     GOOD             AZDT
 DU1463  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1463
 DU1463                          STATION DESCRIPTION
 DU1463
 DU1463'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1463'5.25 MI SW FROM PALM SPRINGS.
 DU1463'FROM THE INTERSECTION OF IRONWOOD ROAD THE SUPERSTITION FREEWAY
 DU1463'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1463'ON THE FREEWAY CENTERLINE.  42 FT. WEST OF THE MAIN STATION AND A P
 DU1463'AND M SURVEY SIGN.  SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION. AN
 DU1463'AHD ALUMINUM CAP, SET IN A 12 IN. CONCRETE POST, UP 0.3 FT.
 DU1463
 DU1463                          STATION RECOVERY (1975)
 DU1463
 DU1463'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1463'FROM THE INTERSECTION OF IRONWOOD ROAD THE SUPERSTITION FREEWAY
 DU1463'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1463'ON THE FREEWAY CENTERLINE.  42 FT. WEST OF THE MAIN STATION AND A P
 DU1463'AND M SURVEY SIGN.  SUPERSTITION FREEWAY SOUTH OF APACHE JUNCTION. AN
 DU1463'AHD ALUMINUM CAP, SET IN A 12 IN. CONCRETE POST, UP 0.3 FT.
 DU1463
 DU1463                          STATION RECOVERY (1984)
 DU1463
 DU1463'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1463'RECOVERED IN GOOD CONDITION.
 DU1463
 DU1463                          STATION RECOVERY (2008)
 DU1463
 DU1463'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1463'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1463'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1463' 
 DU1463' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2026 ***********************************************************************
 DU2026  DESIGNATION -  DUTCHWOMAN
 DU2026  PID         -  DU2026
 DU2026  STATE/COUNTY-  AZ/GILA
 DU2026  USGS QUAD   -  ARMER MOUNTAIN (1964)
 DU2026
 DU2026                         *CURRENT SURVEY CONTROL
 DU2026  ___________________________________________________________________
 DU2026* NAD 83(1992)-  33 46 06.41454(N)    111 06 28.85351(W)     ADJUSTED  
 DU2026* NAVD 88     -      1529.7    (meters)    5019.     (feet)  VERTCON   
 DU2026  ___________________________________________________________________
 DU2026  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 DU2026  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU2026  HORZ ORDER  -  FIRST
 DU2026
 DU2026.The horizontal coordinates were established by classical geodetic methods
 DU2026.and adjusted by the National Geodetic Survey in August 1993.
 DU2026
 DU2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2026
 DU2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2026
 DU2026.The geoid height was determined by GEOID03.
 DU2026
 DU2026;                    North         East     Units Scale Factor Converg.
 DU2026;SPC AZ E     -   307,370.815   126,165.699   MT  0.99999370   -0 31 23.8
 DU2026;SPC AZ E     - 1,008,434.43    413,929.46   iFT  0.99999370   -0 31 23.8
 DU2026;UTM  12      - 3,736,487.728   489,998.075   MT  0.99960123   -0 03 36.1
 DU2026
 DU2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2026!SPC AZ E     -   0.99976421  x   0.99999370  =   0.99975791
 DU2026!UTM  12      -   0.99976421  x   0.99960123  =   0.99936554
 DU2026
 DU2026:                Primary Azimuth Mark                     Grid Az
 DU2026:SPC AZ E     -  DUTCHWOMAN AZ MK                         040 59 58.5
 DU2026:UTM  12      -  DUTCHWOMAN AZ MK                         040 32 10.8
 DU2026
 DU2026|---------------------------------------------------------------------|
 DU2026| PID    Reference Object                     Distance      Geod. Az  |
 DU2026|                                                           dddmmss.s |
 DU2026| CH5110 DUTCHWOMAN AZ MK                                   0402834.7 |
 DU2026| CH5111 DUTCHWOMAN RM 1                       9.858 METERS 04525     |
 DU2026| CH5112 DUTCHWOMAN RM 2                      11.573 METERS 11205     |
 DU2026|---------------------------------------------------------------------|
 DU2026
 DU2026                          SUPERSEDED SURVEY CONTROL
 DU2026
 DU2026  NAD 83(1986)-  33 46 06.41054(N)    111 06 28.85473(W) AD(       ) 1
 DU2026  NAD 27      -  33 46 06.23700(N)    111 06 26.41000(W) AD(       ) 1
 DU2026  NGVD 29 (07/19/86) 1529.1    (m)         5017.     (f) VERT ANG    3  
 DU2026
 DU2026.Superseded values are not recommended for survey control.
 DU2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2026.See file dsdata.txt to determine how the superseded data were derived.
 DU2026
 DU2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8999836488(NAD 83)
 DU2026_MARKER: DS = TRIANGULATION STATION DISK
 DU2026_SETTING: 80 = SET IN A BOULDER
 DU2026_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2026
 DU2026  HISTORY     - Date     Condition        Report By
 DU2026  HISTORY     - 1947     MONUMENTED       CGS
 DU2026  HISTORY     - 1947     GOOD             CGS
 DU2026  HISTORY     - 1948     GOOD             USGS
 DU2026  HISTORY     - 1963     GOOD             USGS
 DU2026
 DU2026                          STATION DESCRIPTION
 DU2026
 DU2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2026'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE SOUTHEAST OF TONTO
 DU2026'AND ABOUT 7 MILES NORTH OF ROOSEVELT ON THE MOST SOUTHERN AND
 DU2026'HIGHEST POINT OF WHAT IS KNOWN AS DUTCHWOMAN BUTTE, WHICH SLOPES
 DU2026'GRADUALLY TO THE NORTH AND HAS VERTICAL CLIFFS ON ALL SIDES.
 DU2026'THE STATION MARK IS ON THE HIGHEST POINT 10 PACES EAST OF THE
 DU2026'WEST RIM, 8 PACES SOUTH OF THE NORTH RIM, PROJECTS 30 INCHES
 DU2026'AND IS STAMPED, DUTCHWOMAN 1946.
 DU2026'
 DU2026'REFERENCE MARK NO. 1 IS SET 7 PACES SOUTH OF THE NORTH RIM, 30
 DU2026'INCHES LOWER THAN STATION MARK AND IS STAMPED, DUTCHWOMAN NO 1
 DU2026'1946.
 DU2026'
 DU2026'REFERENCE MARK NO. 2 IS SET 24 PACES SOUTH OF THE NORTH RIM, 3
 DU2026'FEET LOWER THAN STATION MARK, PROJECTS 30 INCHES AND IS STAMPED,
 DU2026'DUTCHWOMAN NO 2 1946.
 DU2026'
 DU2026'THE AZIMUTH MARK IS SET FLUSH 100 YARDS SOUTH OF THE HIGHEST
 DU2026'POINT OF RIDGE NORTHEAST OF STATION.  STAMPED, DUTCHWOMAN 1946.
 DU2026'
 DU2026'TO REACH THE STATION FROM GLOBE GO WESTERLY ON U.S. HIGHWAY 60
 DU2026'AND 70, 3.3 MILES TO A JUNCTION.  TURN RIGHT ON THE APACHE TRAIL
 DU2026'AND GO 14.9 MILES TO A JUNCTION.  CONTINUE STRAIGHT AHEAD ON THE
 DU2026'YOUNG ROAD 4.4 MILES TO BRIDGE ACROSS THE SALT RIVER.  CONTINUE
 DU2026'9.1 MILES TO A FORK JUST AFTER CROSSING CATTLE GUARD.  TURN LEFT,
 DU2026'FOLLOW MAIN ROAD 7.0 MILES TO A CATTLE GUARD.  CONTINUE 2.0
 DU2026'MILES TO A FORK.  KEEP LEFT, GO 1.2 MILE TO A DIM ROAD LEFT.
 DU2026'TURN LEFT ON DIM ROAD AND GO 0.8 MILE TO A GATE.  PASS THROUGH
 DU2026'GATE, GO 0.4 MILE, THEN TURN SHARP LEFT, CROSS WASH THEN RIGHT
 DU2026'UP RIDGE 0.3 MILE TO END OF TRUCK TRAVEL AT FOOT OF ROCKY
 DU2026'KNOLL.  FROM HERE WALK OVER KNOLL THEN WESTERLY UP FIRST
 DU2026'RIDGE TO LEFT TO A POINT THE SAME ELEVATION AS A SADDLE TO THE
 DU2026'RIGHT.  BEAR RIGHT PASS THROUGH SADDLE TO A TRAIL ON
 DU2026'NORTHWEST SIDE OF RIDGE.  FOLLOW TRAIL NORTHEASTERLY TO A
 DU2026'SMALL SADDLE, THEN NORTH AND NORTHWESTERLY ALONG TOP OF RIDGE TO
 DU2026'END OF TRAIL AT A BARE SPOT.  FROM HERE WALK NORTHWEST UP
 DU2026'STEEP RIDGE TO A BREAK IN CLIFF.  CONTINUE THROUGH BREAK TO
 DU2026'TOP THEN LEFT TO SOUTHERNMOST POINT OF BUTTE AND STATION.  A
 DU2026'2-HOUR PACK.
 DU2026
 DU2026                          STATION RECOVERY (1948)
 DU2026
 DU2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2026'RECOVERED AS DESCRIBED BY NGS.
 DU2026
 DU2026                          STATION RECOVERY (1963)
 DU2026
 DU2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2026'RECOVERED AS DESCRIBED BY USGS AND NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0249 ***********************************************************************
 GQ0249  DESIGNATION -  DUTTON
 GQ0249  PID         -  GQ0249
 GQ0249  STATE/COUNTY-  AZ/COCONINO
 GQ0249  USGS QUAD   -  KING ARTHUR CASTLE (1988)
 GQ0249
 GQ0249                         *CURRENT SURVEY CONTROL
 GQ0249  ___________________________________________________________________
 GQ0249* NAD 83(1992)-  36 17 14.28923(N)    112 21 38.67426(W)     ADJUSTED  
 GQ0249* NAVD 88     -      2294.5    (meters)    7528.     (feet)  VERTCON   
 GQ0249  ___________________________________________________________________
 GQ0249  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GQ0249  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GQ0249  HORZ ORDER  -  THIRD
 GQ0249
 GQ0249.The horizontal coordinates were established by classical geodetic methods
 GQ0249.and adjusted by the National Geodetic Survey in August 1993.
 GQ0249
 GQ0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0249
 GQ0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0249
 GQ0249.The geoid height was determined by GEOID03.
 GQ0249
 GQ0249;                    North         East     Units Scale Factor Converg.
 GQ0249;SPC AZ C     -   586,480.763   173,470.056   MT  0.99991960   -0 15 46.2
 GQ0249;SPC AZ C     - 1,924,149.48    569,127.48   iFT  0.99991960   -0 15 46.2
 GQ0249;UTM  12      - 4,016,674.155   377,802.391   MT  0.99978398   -0 48 19.6
 GQ0249
 GQ0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0249!SPC AZ C     -   0.99964359  x   0.99991960  =   0.99956322
 GQ0249!UTM  12      -   0.99964359  x   0.99978398  =   0.99942764
 GQ0249
 GQ0249:                Primary Azimuth Mark                     Grid Az
 GQ0249:SPC AZ C     -  BASS                                     178 54 07.4
 GQ0249:UTM  12      -  BASS                                     179 26 40.8
 GQ0249
 GQ0249|---------------------------------------------------------------------|
 GQ0249| PID    Reference Object                     Distance      Geod. Az  |
 GQ0249|                                                           dddmmss.s |
 GQ0249| GQ0300 BASS                                APPROX.13.0 KM 1783821.2 |
 GQ0249|---------------------------------------------------------------------|
 GQ0249
 GQ0249                          SUPERSEDED SURVEY CONTROL
 GQ0249
 GQ0249  NAD 83(1986)-  36 17 14.28421(N)    112 21 38.67529(W) AD(       ) 3
 GQ0249  NGVD 29 (05/08/89) 2293.6    (m)         7525.     (f) VERT ANG    3  
 GQ0249
 GQ0249.Superseded values are not recommended for survey control.
 GQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0249.See file dsdata.txt to determine how the superseded data were derived.
 GQ0249
 GQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7780216674(NAD 83)
 GQ0249_MARKER: DS = TRIANGULATION STATION DISK
 GQ0249_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0249_SP_SET: SET IN BEDROCK
 GQ0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0249+STABILITY: POSITION/ELEVATION WELL
 GQ0249
 GQ0249  HISTORY     - Date     Condition        Report By
 GQ0249  HISTORY     - 1903     MONUMENTED       USGS
 GQ0249
 GQ0249                          STATION DESCRIPTION
 GQ0249
 GQ0249'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0249'LOCATED ON HIGHEST PART OF EASTERN EXTREMITY OF POWELL PLATEAU
 GQ0249'KNOWN AS DUTTON POINT.
 GQ0249'
 GQ0249'TO REACH FROM BASS CAMP OR KAIBAB PLATEAU, TAKE PACK TRAIN.  ABOUT
 GQ0249'300 FT. E. OF HEAVY TIMBER.
 GQ0249'
 GQ0249'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0249'IN SOLID ROCK.
 GQ0249'
 GQ0249'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0702 ***********************************************************************
 DV0702  DESIGNATION -  DUTY
 DV0702  PID         -  DV0702
 DV0702  STATE/COUNTY-  AZ/PINAL
 DV0702  USGS QUAD   -  MARICOPA (1978)
 DV0702
 DV0702                         *CURRENT SURVEY CONTROL
 DV0702  ___________________________________________________________________
 DV0702* NAD 83(1992)-  33 01 43.70861(N)    112 04 01.95813(W)     ADJUSTED  
 DV0702* NAVD 88     -       363.59   (+/-2cm)    1192.9    (feet)  VERTCON   
 DV0702  ___________________________________________________________________
 DV0702  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DV0702  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0702  HORZ ORDER  -  SECOND
 DV0702  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0702
 DV0702.The horizontal coordinates were established by classical geodetic methods
 DV0702.and adjusted by the National Geodetic Survey in August 1993.
 DV0702
 DV0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0702.The vertical order pertains to the NGVD 29 superseded value.
 DV0702
 DV0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0702
 DV0702.The geoid height was determined by GEOID03.
 DV0702
 DV0702;                    North         East     Units Scale Factor Converg.
 DV0702;SPC AZ C     -   224,956.230   199,297.160   MT  0.99990244   -0 04 55.4
 DV0702;SPC AZ C     -   738,045.37    653,862.07   iFT  0.99990244   -0 04 55.4
 DV0702;UTM  12      - 3,654,986.559   400,335.686   MT  0.99972247   -0 34 54.3
 DV0702
 DV0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0702!SPC AZ C     -   0.99994771  x   0.99990244  =   0.99985015
 DV0702!UTM  12      -   0.99994771  x   0.99972247  =   0.99967019
 DV0702
 DV0702|---------------------------------------------------------------------|
 DV0702| PID    Reference Object                     Distance      Geod. Az  |
 DV0702|                                                           dddmmss.s |
 DV0702| DV0701 DUTY RM 1                            18.450 METERS 06413     |
 DV0702| DV0704 DUTY AZ MK                                         0854841.5 |
 DV0702| CH5113 DUTY RM 2                            15.610 METERS 29634     |
 DV0702|---------------------------------------------------------------------|
 DV0702
 DV0702                          SUPERSEDED SURVEY CONTROL
 DV0702
 DV0702  NAD 83(1986)-  33 01 43.70083(N)    112 04 01.96073(W) AD(       ) 2
 DV0702  NAD 27      -  33 01 43.51544(N)    112 03 59.45531(W) AD(       ) 2
 DV0702  NGVD 29 (??/??/92)  363.055  (m)         1191.12   (f) ADJ UNCH    1 2
 DV0702
 DV0702.Superseded values are not recommended for survey control.
 DV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0702.See file dsdata.txt to determine how the superseded data were derived.
 DV0702
 DV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0033654987(NAD 83)
 DV0702_MARKER: DS = TRIANGULATION STATION DISK
 DV0702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0702_STAMPING: DUTY 1936
 DV0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0702
 DV0702  HISTORY     - Date     Condition        Report By
 DV0702  HISTORY     - 1936     MONUMENTED       CGS
 DV0702  HISTORY     - 1948     POOR             NGS
 DV0702  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 DV0702
 DV0702                          STATION DESCRIPTION
 DV0702
 DV0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV0702'ON LOW OPEN FLATS, 2 MILES SOUTH AND 1.0 MILE WEST OF MARICOPA
 DV0702'RAILROAD STATION, IN THE NORTHEAST CORNER OF SEC. 5, T. 5 S.,
 DV0702'R. 3 E., JUST SOUTH OF TOWNSHIP LINE.  THE STATION AND REFERENCE
 DV0702'MARKS ARE STANDARD BRONZE DISKS WELDED TO 3-FOOT PIPES SET
 DV0702'IN CONCRETE.  REFERENCE MARK NO. 1 IS 18.450 METERS (60.53 FEET)
 DV0702'FROM STATION S 64 DEG 13 MIN W.  REFERENCE MARK NO. 2
 DV0702'IS 15.610 METERS (51.21 FEET) FROM STATION N 63 DEG 26MIN W.
 DV0702'THE AZIMUTH MARK, A STANDARD BRONZE DISK
 DV0702'IS ABOUT 0.25 MILE FROM STATION N 85 DEG 48 MIN E.
 DV0702
 DV0702                          STATION RECOVERY (1948)
 DV0702
 DV0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0702'3.2 MI SW FROM MARICOPA.
 DV0702'2.0 MILES SOUTH ALONG A DIRT ROAD LEADING SOUTH FROM THE POST OFFICE
 DV0702'AT MARICOPA, THENCE 1.2 MILES WEST ALONG THE ROAD TO GOVERNMENT WELLS,
 DV0702'0.1 MILE WEST OF A LARGE GROUP OF COTTON WOOD TREES, 67.2 FEET SOUTH
 DV0702'OF THE CENTER LINE OF THE ROAD, A STANDARD TRIANGULATION STATION DISK
 DV0702'ON THE TOP OF A 1 1/2 INCH IRON PIPE PROJECTING 2.0 FEET ABOVE THE
 DV0702'GROUND.  NOTE-- THE DIRT HAS BEEN REMOVED FROM AROUND THE MARK IN THE
 DV0702'REBUILDING OF THE ROAD.
 DV0702
 DV0702                          STATION RECOVERY (2006)
 DV0702
 DV0702'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0704 ***********************************************************************
 DV0704  DESIGNATION -  DUTY AZ MK
 DV0704  PID         -  DV0704
 DV0704  STATE/COUNTY-  AZ/PINAL
 DV0704  USGS QUAD   -  MARICOPA (1978)
 DV0704
 DV0704                         *CURRENT SURVEY CONTROL
 DV0704  ___________________________________________________________________
 DV0704* NAD 83(1986)-  33 01 44.     (N)    112 03 50.     (W)     SCALED    
 DV0704* NAVD 88     -       362.34   (+/-2cm)    1188.8    (feet)  VERTCON   
 DV0704  ___________________________________________________________________
 DV0704  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0704  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0704
 DV0704.The horizontal coordinates were scaled from a topographic map and have
 DV0704.an estimated accuracy of +/- 6 seconds.
 DV0704
 DV0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0704.The vertical order pertains to the NGVD 29 superseded value.
 DV0704
 DV0704.The geoid height was determined by GEOID03.
 DV0704
 DV0704;                    North         East    Units  Estimated Accuracy
 DV0704;SPC AZ C     -   224,970.      199,610.      MT  (+/- 180 meters Scaled)
 DV0704
 DV0704                          SUPERSEDED SURVEY CONTROL
 DV0704
 DV0704  NGVD 29 (??/??/92)  361.807  (m)         1187.03   (f) ADJ UNCH    1 2
 DV0704
 DV0704.Superseded values are not recommended for survey control.
 DV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0704.See file dsdata.txt to determine how the superseded data were derived.
 DV0704
 DV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB006549(NAD 83)
 DV0704_MARKER: DZ = AZIMUTH MARK DISK
 DV0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0704_STAMPING: DUTY 1936
 DV0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0704+STABILITY: SURFACE MOTION
 DV0704
 DV0704  HISTORY     - Date     Condition        Report By
 DV0704  HISTORY     - 1936     MONUMENTED       CGS
 DV0704  HISTORY     - 1948     GOOD             NGS
 DV0704  HISTORY     - 1975     POOR             NGS
 DV0704  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 DV0704
 DV0704                          STATION DESCRIPTION
 DV0704
 DV0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0704'2.7 MI SW FROM MARICOPA.
 DV0704'2.0 MILES SOUTH ALONG A DIRT ROAD LEADING SOUTH FROM THE POST OFFICE
 DV0704'AT MARICOPA, THENCE 1.0 MILE WEST ALONG THE ROAD TO GOVERNMENT WELLS,
 DV0704'0.1 MILE EAST OF A LARGE GROUP OF COTTON WOOD TREES, 34.2 FEET NORTH
 DV0704'OF THE CENTER LINE OF THE ROAD, 6.0 FEET WEST OF A POWER LINE POLE,
 DV0704'2.0 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 DV0704'POST PROJECTING 1.5 FOOT ABOVE THE GROUND.  NOTE-- THE DIRT HAS BEEN
 DV0704'REMOVED FROM AROUND THE TOP OF THIS MARK IN THE BUILDING OF A NEW
 DV0704'ROAD, NO WAY TO REINFORCE IT.
 DV0704
 DV0704                          STATION RECOVERY (1975)
 DV0704
 DV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DV0704'MARK RECOVERED IN POOR CONDITION.
 DV0704
 DV0704                          STATION RECOVERY (2006)
 DV0704
 DV0704'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0701 ***********************************************************************
 DV0701  DESIGNATION -  DUTY RM 1
 DV0701  PID         -  DV0701
 DV0701  STATE/COUNTY-  AZ/PINAL
 DV0701  USGS QUAD   -  MARICOPA (1978)
 DV0701
 DV0701                         *CURRENT SURVEY CONTROL
 DV0701  ___________________________________________________________________
 DV0701* NAD 83(1986)-  33 01 43.     (N)    112 04 02.     (W)     SCALED    
 DV0701* NAVD 88     -       363.34   (+/-2cm)    1192.1    (feet)  VERTCON   
 DV0701  ___________________________________________________________________
 DV0701  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0701
 DV0701.The horizontal coordinates were scaled from a topographic map and have
 DV0701.an estimated accuracy of +/- 6 seconds.
 DV0701
 DV0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0701.The vertical order pertains to the NGVD 29 superseded value.
 DV0701
 DV0701.The geoid height was determined by GEOID03.
 DV0701
 DV0701;                    North         East    Units  Estimated Accuracy
 DV0701;SPC AZ C     -   224,930.      199,300.      MT  (+/- 180 meters Scaled)
 DV0701
 DV0701                          SUPERSEDED SURVEY CONTROL
 DV0701
 DV0701  NGVD 29 (??/??/92)  362.805  (m)         1190.30   (f) ADJ UNCH    1 2
 DV0701
 DV0701.Superseded values are not recommended for survey control.
 DV0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0701.See file dsdata.txt to determine how the superseded data were derived.
 DV0701
 DV0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB003549(NAD 83)
 DV0701_MARKER: DR = REFERENCE MARK DISK
 DV0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0701_STAMPING: DUTY NO 1 1936
 DV0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0701
 DV0701  HISTORY     - Date     Condition        Report By
 DV0701  HISTORY     - 1936     MONUMENTED       CGS
 DV0701  HISTORY     - 1948     POOR             NGS
 DV0701  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 DV0701
 DV0701                          STATION DESCRIPTION
 DV0701
 DV0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0701'2.9 MI SW FROM MARICOPA.
 DV0701'2.0 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT MARICOPA,
 DV0701'THENCE 1.2 MILES WEST ALONG THE GOVERNMENT WELLS ROAD, 0.1 MILE WEST
 DV0701'OF A LARGE GROUP OF COTTON WOOD TREES, 60.7 FEET NORTHEAST OF DUTY
 DV0701'STATION, 40.2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, A STANDARD
 DV0701'TRIANGULATION REFERENCE MARK DISK ON THE TOP OF A 1 1/2 INCH IRON PIPE
 DV0701'PROJECTING 2.0 FEET ABOVE THE GROUND.
 DV0701
 DV0701                          STATION RECOVERY (2006)
 DV0701
 DV0701'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1791 ***********************************************************************
 DU1791  DESIGNATION -  DUVAL
 DU1791  PID         -  DU1791
 DU1791  STATE/COUNTY-  AZ/MARICOPA
 DU1791  USGS QUAD   -  STEWART MTN (1978)
 DU1791
 DU1791                         *CURRENT SURVEY CONTROL
 DU1791  ___________________________________________________________________
 DU1791* NAD 83(1992)-  33 35 19.99833(N)    111 35 55.50568(W)     ADJUSTED  
 DU1791* NAVD 88     -       515.8    (meters)    1692.     (feet)  VERTCON   
 DU1791  ___________________________________________________________________
 DU1791  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DU1791  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DU1791  HORZ ORDER  -  SECOND
 DU1791
 DU1791.The horizontal coordinates were established by classical geodetic methods
 DU1791.and adjusted by the National Geodetic Survey in August 1993.
 DU1791
 DU1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1791
 DU1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1791
 DU1791.The geoid height was determined by GEOID03.
 DU1791
 DU1791;                    North         East     Units Scale Factor Converg.
 DU1791;SPC AZ C     -   287,103.747   242,868.358   MT  0.99991073   +0 10 33.2
 DU1791;SPC AZ C     -   941,941.43    796,812.20   iFT  0.99991073   +0 10 33.2
 DU1791;UTM  12      - 3,716,734.870   444,441.249   MT  0.99963805   -0 19 52.5
 DU1791
 DU1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1791!SPC AZ C     -   0.99992362  x   0.99991073  =   0.99983435
 DU1791!UTM  12      -   0.99992362  x   0.99963805  =   0.99956169
 DU1791
 DU1791:                Primary Azimuth Mark                     Grid Az
 DU1791:SPC AZ C     -  BROWN                                    038 04 22.3
 DU1791:UTM  12      -  BROWN                                    038 34 48.0
 DU1791
 DU1791|---------------------------------------------------------------------|
 DU1791| PID    Reference Object                     Distance      Geod. Az  |
 DU1791|                                                           dddmmss.s |
 DU1791| DU1790 BROWN                               APPROX. 3.6 KM 0381455.5 |
 DU1791| DU1808 DUVAL RM 1                           10.002 METERS 05106     |
 DU1791| DU1809 DUVAL RM 2                           10.259 METERS 23103     |
 DU1791|---------------------------------------------------------------------|
 DU1791
 DU1791                          SUPERSEDED SURVEY CONTROL
 DU1791
 DU1791  NAD 83(1986)-  33 35 19.99471(N)    111 35 55.51291(W) AD(       ) 2
 DU1791  NGVD 29 (07/10/87)  515.2    (m)         1690.     (f) VERT ANG    3  
 DU1791
 DU1791.Superseded values are not recommended for survey control.
 DU1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1791.See file dsdata.txt to determine how the superseded data were derived.
 DU1791
 DU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4444116735(NAD 83)
 DU1791_MARKER: DS = TRIANGULATION STATION DISK
 DU1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1791+STABILITY: SURFACE MOTION
 DU1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1791+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 DU1791
 DU1791  HISTORY     - Date     Condition        Report By
 DU1791  HISTORY     - 1981     MONUMENTED       AZDT
 DU1791  HISTORY     - 20080309 GOOD             GEOCAC
 DU1791  HISTORY     - 20080608 GOOD             GEOCAC
 DU1791
 DU1791                          STATION DESCRIPTION
 DU1791
 DU1791'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1791'THE STATION IS LOCATED 5 MILES SOUTHEAST OF FORT MCDOWELL, 3.5 MILES
 DU1791'NORTHWEST OF SAGUARO LAKE AND ALONG ARIZONA HIGHWAY 87.
 DU1791'
 DU1791'THE STATION MARK IS AN AZDT DISK STAMPED---DUVAL 1981---SET IN
 DU1791'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 250 FEET SOUTH OF
 DU1791'THE HIGHWAY AND 6 FEET SOUTHEAST OF THE WITNESS POST.
 DU1791'
 DU1791'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DUVAL 1981---SET IN
 DU1791'TOP OF A CONCRETE MONUMENT.
 DU1791'
 DU1791'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DUVAL 1981---SET IN
 DU1791'TOP OF A CONCRETE MONUMENT.
 DU1791'
 DU1791'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1791'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1791'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1791'49.3 MILES TO BEGAINING OF THE DIVIDED HIGHWAY, CONTINUE SOUTH FOR
 DU1791'2.1 MILES TO THE SAGURAO LAKE TURN OFF, CONTINUE SOUTH FOR 4.0 MILES
 DU1791'TO A TRAFFIC CROSS OVER FROM THE SOUTH BOUND LANE TO THE NORTH BOUND
 DU1791'LANE.  CROSS TO THE NORTH BOUND LANE AND TRAVEL NORTH FOR 0.4 MILE TO
 DU1791'A SMALL TRAFFIC PULLOUT AREA ON THE RIGHT AND END OF TRUCK TRAVEL.
 DU1791'PACK SOUTH UP THE CUT FOR ABOUT 250 FEET TO THE STATION.
 DU1791
 DU1791                          STATION RECOVERY (2008)
 DU1791
 DU1791'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU1791'THE YEAR IN THE STAMPING IS 1982.
 DU1791
 DU1791                          STATION RECOVERY (2008)
 DU1791
 DU1791'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1791'RECOVERED AS DESCRIBED, IN GOOD CONDITION. A NEW TO-REACH FOLLOWS.
 DU1791'FROM THE SR87 RIVER CROSSING AT THE VERDE RIVER PROCEED 4.4 MILE
 DU1791'NORTHEAST IN THE NORTHBOUND LANES OF THE HIGHWAY TO A PARKING PULL-OUT
 DU1791'ON THE RIGHT AND THE END OF TRUCK TRAVEL. PACK SOUTHWEST .04 MILES UP
 DU1791'THE EAST END OF A HIGHWAY CUT TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1353 ***********************************************************************
 FS1353  DESIGNATION -  DUVAL
 FS1353  PID         -  FS1353
 FS1353  STATE/COUNTY-  AZ/MOHAVE
 FS1353  USGS QUAD   -  CERBAT (1968)
 FS1353
 FS1353                         *CURRENT SURVEY CONTROL
 FS1353  ___________________________________________________________________
 FS1353* NAD 83(1992)-  35 19 22.99186(N)    114 12 23.59448(W)     ADJUSTED  
 FS1353* NAVD 88     -      1025.5    (meters)    3364.     (feet)  VERTCON   
 FS1353  ___________________________________________________________________
 FS1353  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 FS1353  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS1353  HORZ ORDER  -  SECOND
 FS1353
 FS1353.The horizontal coordinates were established by classical geodetic methods
 FS1353.and adjusted by the National Geodetic Survey in August 1993.
 FS1353
 FS1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1353
 FS1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1353
 FS1353.The geoid height was determined by GEOID03.
 FS1353
 FS1353;                    North         East     Units Scale Factor Converg.
 FS1353;SPC AZ W     -   479,522.915   171,849.107   MT  0.99995456   -0 15 50.3
 FS1353;SPC AZ W     - 1,573,237.91    563,809.41   iFT  0.99995456   -0 15 50.3
 FS1353;UTM  11      - 3,912,450.194   753,934.284   MT  1.00039474   +1 36 57.6
 FS1353
 FS1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1353!SPC AZ W     -   0.99984353  x   0.99995456  =   0.99979810
 FS1353!UTM  11      -   0.99984353  x   1.00039474  =   1.00023821
 FS1353
 FS1353|---------------------------------------------------------------------|
 FS1353| PID    Reference Object                     Distance      Geod. Az  |
 FS1353|                                                           dddmmss.s |
 FS1353| CS4802 DUVAL RM 1                           10.727 METERS 14854     |
 FS1353| FS1354 EL PICO                             APPROX. 5.6 KM 3292249.7 |
 FS1353| CS4803 DUVAL RM 2                           10.629 METERS 32933     |
 FS1353|---------------------------------------------------------------------|
 FS1353
 FS1353                          SUPERSEDED SURVEY CONTROL
 FS1353
 FS1353  NAD 83(1986)-  35 19 22.99162(N)    114 12 23.59452(W) AD(       ) 2
 FS1353  NGVD 29 (11/23/90) 1024.7    (m)         3362.     (f) VERT ANG    3  
 FS1353
 FS1353.Superseded values are not recommended for survey control.
 FS1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1353.See file dsdata.txt to determine how the superseded data were derived.
 FS1353
 FS1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5393412450(NAD 83)
 FS1353_MARKER: DS = TRIANGULATION STATION DISK
 FS1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1353+STABILITY: SURFACE MOTION
 FS1353
 FS1353  HISTORY     - Date     Condition        Report By
 FS1353  HISTORY     - 1981     MONUMENTED       AZDT
 FS1353
 FS1353                          STATION DESCRIPTION
 FS1353
 FS1353'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1353'THE STATION IS LOCATED 12.5  MILES NORTHWEST OF KINGMAN AND 6.25
 FS1353'MILES SOUTHWEST OF CHLORIDE ALONG U.S. HIGHWAY 93.
 FS1353'
 FS1353'THE STATION MARK IS AN ADOT DISK STAMPED---DUVAL 1981.  IT IS SET IN
 FS1353'TOP OF A 10 INCH CONCRETE POST.  IT IS 97 FEET SOUTHWEST OF THE
 FS1353'CENTERLINE OF U.S. 93 AND 2 FEET SOUTHWEST OF THE WITNESS POST.
 FS1353'
 FS1353'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---DUVAL RM 1 1981.  IT IS SET
 FS1353'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1353'
 FS1353'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---DUVAL RM 2 1981.  IT IS SET
 FS1353'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1353'
 FS1353'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1353'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT ON
 FS1353'U.S. 66 AND TRAVEL WEST FOR 2.3 MILES TO THE U.S. 93 AND I 40 TRAFFIC
 FS1353'INTERCHANGE.  TRAVEL NORTH ALONG U.S. 93 FOR 3.85 MILES TO THE ARIZONA
 FS1353'INSPECTION STATION, CONTINUE NORTH ALONG U.S. 93 FOR 8.6 MILES TO
 FS1353'MINERAL PARK ROAD AND A HISTORICAL MARKER.  THE STATION IS ON THE LEFT
 FS1353'NORTHWEST OF THE ROAD AT MILE POST 58.65.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3548 ***********************************************************************
 AA3548  SACS        -  This is a Secondary Airport Control Station.
 AA3548  DESIGNATION -  DVT B
 AA3548  PID         -  AA3548
 AA3548  STATE/COUNTY-  AZ/PINAL
 AA3548  USGS QUAD   -  UNION HILLS (1981)
 AA3548
 AA3548                         *CURRENT SURVEY CONTROL
 AA3548  ___________________________________________________________________
 AA3548* NAD 83(2007)-  33 41 10.08831(N)    112 05 31.38587(W)     ADJUSTED  
 AA3548* NAVD 88     -       440.07   (meters)    1443.8    (feet)  GPS OBS   
 AA3548  ___________________________________________________________________
 AA3548  EPOCH DATE  -        2007.00
 AA3548  X           -  -1,998,192.254 (meters)                     COMP
 AA3548  Y           -  -4,922,913.167 (meters)                     COMP
 AA3548  Z           -   3,517,759.291 (meters)                     COMP
 AA3548  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 AA3548  ELLIP HEIGHT-         410.652 (meters)          (02/10/07) ADJUSTED
 AA3548  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AA3548
 AA3548  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3548  Type    PID    Designation                      North   East  Ellip
 AA3548  -------------------------------------------------------------------
 AA3548  NETWORK AA3548 DVT B                             0.65   0.57   2.84
 AA3548  -------------------------------------------------------------------
 AA3548
 AA3548.This mark is at Phoenix-Deer Valley Mun Airport (DVT)
 AA3548
 AA3548.The horizontal coordinates were established by GPS observations
 AA3548.and adjusted by the National Geodetic Survey in February 2007.
 AA3548
 AA3548.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3548.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3548.The horizontal coordinates are valid at the epoch date displayed above.
 AA3548.The epoch date for horizontal control is a decimal equivalence
 AA3548.of Year/Month/Day.
 AA3548
 AA3548.The orthometric height was determined by GPS observations and a
 AA3548.high-resolution geoid model.
 AA3548
 AA3548.GPS derived orthometric heights for airport stations designated as
 AA3548.PACS or SACS are published to 2 decimal places.  This maintains
 AA3548.centimeter relative accuracy between the PACS and SACS.  It does
 AA3548.not indicate centimeter accuracy relative to other marks which are
 AA3548.part of the NAVD 88 network.
 AA3548
 AA3548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3548
 AA3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3548
 AA3548.The ellipsoidal height was determined by GPS observations
 AA3548.and is referenced to NAD 83.
 AA3548
 AA3548.The geoid height was determined by GEOID03.
 AA3548
 AA3548;                    North         East     Units Scale Factor Converg.
 AA3548;SPC AZ C     -   297,857.440   197,099.365   MT  0.99990326   -0 05 50.2
 AA3548;SPC AZ C     -   977,222.57    646,651.46   iFT  0.99990326   -0 05 50.2
 AA3548;UTM  12      - 3,727,891.269   398,779.628   MT  0.99972631   -0 36 20.7
 AA3548
 AA3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3548!SPC AZ C     -   0.99993554  x   0.99990326  =   0.99983880
 AA3548!UTM  12      -   0.99993554  x   0.99972631  =   0.99966186
 AA3548
 AA3548                          SUPERSEDED SURVEY CONTROL
 AA3548
 AA3548  ELLIP H (01/12/01)  410.668  (m)                       GP(       ) 4 1
 AA3548  NAD 83(1992)-  33 41 10.08728(N)    112 05 31.38527(W) AD(       ) 1
 AA3548  ELLIP H (12/30/94)  410.772  (m)                       GP(       ) 4 1
 AA3548  NGVD 29 (12/30/94)  439.54   (m)         1442.1    (f) LEVELING    3  
 AA3548
 AA3548.Superseded values are not recommended for survey control.
 AA3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3548.See file dsdata.txt to determine how the superseded data were derived.
 AA3548
 AA3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9878027891(NAD 83)
 AA3548_MARKER: DD = SURVEY DISK
 AA3548_SETTING: 0 = UNSPECIFIED SETTING
 AA3548_STAMPING: DVT B 1994
 AA3548_MARK LOGO: NOS   
 AA3548_PROJECTION: FLUSH
 AA3548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3548+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AA3548
 AA3548  HISTORY     - Date     Condition        Report By
 AA3548  HISTORY     - 1994     MONUMENTED       NOS
 AA3548  HISTORY     - 19940615 GOOD             NGS
 AA3548  HISTORY     - 19970429 GOOD             NGS
 AA3548  HISTORY     - 19980806 GOOD             NGS
 AA3548  HISTORY     - 20030618 GOOD             NGS
 AA3548
 AA3548                          STATION DESCRIPTION
 AA3548
 AA3548'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3548'LOCATED AT THE PHOENIX-DEER VALLEY MUNICIPAL AIRPORT WHICH IS 13 MI
 AA3548'(20.9 KM) NORTH OF THE CITY OF PHOENIX, AZ, 13 MI (20.9 KM) NE OF SUN
 AA3548'CITY, AZ, AND ABOUT 4.0 MI (6.4 KM) EAST OF I-17. MARK IS LOCATED IN
 AA3548'THE WEST SECTION OF THE AIRPORT JUST SOUTH OF THE PARALLEL TAXIWAY
 AA3548'SERVING RUNWAY 7R.  NOTE--PHOENIX-DEER VALLEY MUNICIPAL AIRPORT IS A
 AA3548'CONTROLLED AIRFIELD, FOR ACCESS CONTACT MR AL SHUART, AIRPORT
 AA3548'SUPERVISOR, 702 WEST DEER VALLEY DR, PHOENIX, AZ 85027.  OFFICE PHONE
 AA3548'(602) 869-0975. TO REACH THE STATION FROM THE NORTH SIDE OF THE AIR
 AA3548'TRAFFIC CONTROL TOWER, PROCEED NORTHERLY ACCROSS THE RAMP FOR 0.1 MI
 AA3548'(0.2 KM) TO TAXIWAY C WHICH RUNS PARALLEL WITH RUNWAY 7R-25L. TURN
 AA3548'LEFT HEADING WEST ALONG TAXIWAY C FOR 0.6 MI (1.0 KM) TO CONNECTING
 AA3548'TAXIWAY C-3 ON THE RIGHT AND THE STATION IN THE SOUTHWEST CORNER OF
 AA3548'THE INTERSECTION OF TAXIWAY C AND TAXIWAY C-3. IT IS 215.6 FT (65.7 M)
 AA3548'NORTHWEST OF THE NORTHWEST CORNER OF HANGAR NO.1, 43.0 FT (13.1 M)
 AA3548'SOUTH OF THE CETERLINE OF THE EAST-WEST PARALLEL TAXIWAY, 34.1 FT
 AA3548'(10.4 M) SOUTHEAST OF THE FIRST TAXIWAY LIGHT ON THE EAST-WEST
 AA3548'PARALLEL TAXIWAY, AND IS ON THE SOUTHWEST CORNER OF A CONCRETE CASING
 AA3548'OF AN ELECTRICAL DUCT. THE STATION IS A STANDARD NOS DISK SET IN A
 AA3548'DRILL HOLE IN TOP OF A CONCRETE ELECTRICAL DUCT. DISK IS STAMPED - DVT
 AA3548'B 1994.
 AA3548
 AA3548                          STATION RECOVERY (1994)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3548'STATION IS LOCATED NEAR THE WEST END OF THE AIRPORT SOUTHEAST OF
 AA3548'RUNWAY END 7 AND JUST SOUTH OF THE PARALLEL TAXIWAY SERVING RUNWAY 7R.
 AA3548'THE STATION IS LOCATED 215.6 FT (65.7 M) NORTHWEST OF THE NORTHWEST
 AA3548'CORNER OF HANGAR NUMBER 1, 43.0 FT (13.1 M) SOUTH OF THE CENTERLINE OF
 AA3548'THE EAST-WEST PARALLEL TAXIWAY AND 34.1 FT (10.4 M) SOUTHEAST OF THE
 AA3548'FIRST TAXIWAY LIGHT ON THE EAST-WEST PARALLEL TAXIWAY.  THE STATION IS
 AA3548'A STANDARD NOS DISK STAMPED DVT B 1994 SET IN TOP OF A CONCRETE
 AA3548'ELECTRICAL DUCT.
 AA3548
 AA3548                          STATION RECOVERY (1997)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3548'RECOVERED AS DESCRIBED.
 AA3548
 AA3548                          STATION RECOVERY (1998)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA3548'RECOVERED AS DESCRIBED.
 AA3548
 AA3548                          STATION RECOVERY (2003)
 AA3548
 AA3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3548'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3549 ***********************************************************************
 AA3549  SACS        -  This is a Secondary Airport Control Station.
 AA3549  DESIGNATION -  DVT C
 AA3549  PID         -  AA3549
 AA3549  STATE/COUNTY-  AZ/PINAL
 AA3549  USGS QUAD   -  UNION HILLS (1981)
 AA3549
 AA3549                         *CURRENT SURVEY CONTROL
 AA3549  ___________________________________________________________________
 AA3549* NAD 83(2007)-  33 41 23.91802(N)    112 05 12.77767(W)     ADJUSTED  
 AA3549* NAVD 88     -       444.46   (meters)    1458.2    (feet)  GPS OBS   
 AA3549  ___________________________________________________________________
 AA3549  EPOCH DATE  -        2007.00
 AA3549  X           -  -1,997,660.633 (meters)                     COMP
 AA3549  Y           -  -4,922,877.806 (meters)                     COMP
 AA3549  Z           -   3,518,116.306 (meters)                     COMP
 AA3549  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 AA3549  ELLIP HEIGHT-         415.068 (meters)          (02/10/07) ADJUSTED
 AA3549  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AA3549
 AA3549  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3549  Type    PID    Designation                      North   East  Ellip
 AA3549  -------------------------------------------------------------------
 AA3549  NETWORK AA3549 DVT C                             0.65   0.57   2.84
 AA3549  -------------------------------------------------------------------
 AA3549
 AA3549.This mark is at Phoenix-Deer Valley Mun Airport (DVT)
 AA3549
 AA3549.The horizontal coordinates were established by GPS observations
 AA3549.and adjusted by the National Geodetic Survey in February 2007.
 AA3549
 AA3549.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3549.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3549.The horizontal coordinates are valid at the epoch date displayed above.
 AA3549.The epoch date for horizontal control is a decimal equivalence
 AA3549.of Year/Month/Day.
 AA3549
 AA3549.The orthometric height was determined by GPS observations and a
 AA3549.high-resolution geoid model.
 AA3549
 AA3549.GPS derived orthometric heights for airport stations designated as
 AA3549.PACS or SACS are published to 2 decimal places.  This maintains
 AA3549.centimeter relative accuracy between the PACS and SACS.  It does
 AA3549.not indicate centimeter accuracy relative to other marks which are
 AA3549.part of the NAVD 88 network.
 AA3549
 AA3549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3549
 AA3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3549
 AA3549.The ellipsoidal height was determined by GPS observations
 AA3549.and is referenced to NAD 83.
 AA3549
 AA3549.The geoid height was determined by GEOID03.
 AA3549
 AA3549;                    North         East     Units Scale Factor Converg.
 AA3549;SPC AZ C     -   298,282.692   197,579.301   MT  0.99990307   -0 05 39.9
 AA3549;SPC AZ C     -   978,617.76    648,226.05   iFT  0.99990307   -0 05 39.9
 AA3549;UTM  12      - 3,728,312.171   399,263.234   MT  0.99972510   -0 36 10.6
 AA3549
 AA3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3549!SPC AZ C     -   0.99993484  x   0.99990307  =   0.99983792
 AA3549!UTM  12      -   0.99993484  x   0.99972510  =   0.99965996
 AA3549
 AA3549                          SUPERSEDED SURVEY CONTROL
 AA3549
 AA3549  ELLIP H (01/12/01)  415.100  (m)                       GP(       ) 4 1
 AA3549  NAD 83(1992)-  33 41 23.91715(N)    112 05 12.77695(W) AD(       ) 1
 AA3549  ELLIP H (12/30/94)  415.203  (m)                       GP(       ) 4 1
 AA3549  NGVD 29 (12/30/94)  443.93   (m)         1456.5    (f) LEVELING    3  
 AA3549
 AA3549.Superseded values are not recommended for survey control.
 AA3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3549.See file dsdata.txt to determine how the superseded data were derived.
 AA3549
 AA3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9926328312(NAD 83)
 AA3549_MARKER: DD = SURVEY DISK
 AA3549_SETTING: 0 = UNSPECIFIED SETTING
 AA3549_STAMPING: DVT C 1994
 AA3549_MARK LOGO: NOS   
 AA3549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3549+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AA3549
 AA3549  HISTORY     - Date     Condition        Report By
 AA3549  HISTORY     - 1994     MONUMENTED       NOS
 AA3549  HISTORY     - 19941231 GOOD             NOS
 AA3549  HISTORY     - 19970429 GOOD             NGS
 AA3549  HISTORY     - 20030618 GOOD             NGS
 AA3549
 AA3549                          STATION DESCRIPTION
 AA3549
 AA3549'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3549'LOCATED AT THE PHOENIX-DEER VALLEY MUNICIPAL AIRPORT WHICH IS 13 MI
 AA3549'(20.9 KM) NORTH OF THE CITY OF PHOENIX, AZ, 13 MI (20.9 KM) NE OF SUN
 AA3549'CITY, AZ, AND ABOUT 4.0 MI (6.4 KM) EAST OF I-17. MARK IS LOCATED IN
 AA3549'THE NORTH SECTION OF THE AIRPORT JUST NORTHWEST OF MIDFIELD NORTHEAST
 AA3549'OF THE JUNCTION OF TAXIWAY C-5 AND THE EAST-WEST PARALLEL TAXIWAY
 AA3549'SERVING RUNWAY 7L-25R.  NOTE--PHOENIX-DEER VALLEY MUNICIPAL AIRPORT IS
 AA3549'A CONTROLLED AIRFIELD, FOR ACCESS CONTACT MR AL SHUART, AIRPORT
 AA3549'SUPERVISOR, 702 WEST DEER VALLEY DR, PHOENIX, AZ 85027.  OFFICE PHONE
 AA3549'(602)869-0975. TO REACH THE STATION FROM THE NORTH SIDE OF THE AIR
 AA3549'TRAFFIC CONTROL TOWER, PROCEED NORTHERLY ACCROSS THE RAMP FOR 0.1 MI
 AA3549'(0.2 KM) TO TAXIWAY C WHICH RUNS PARALLEL WITH RUNWAY 7R-25L. TURN
 AA3549'LEFT HEADING WEST ALONG TAXIWAY C FOR 0.3 MI (0.5 KM) TO CONNECTING
 AA3549'TAXIWAY 5 ON THE RIGHT. TURN RIGHT HEADING NORTH ALONG TAXIWAY 5 FOR
 AA3549'0.05 MI (0.08 KM) TO THE INTERSECTION WITH RUNWAY 7R-25L. CROSS RUNWAY
 AA3549'AND CONTINUE NORTHERLY FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH
 AA3549'RUNWAY 7L-25R. CROSS RUNWAY AND CONTINUE NORTHERLY CROSSING TAXIWAY A
 AA3549'FOR 0.15 MI (0.24 KM) AND THE STATION ON THE RIGHT. IT IS 50.0 FT
 AA3549'(15.2 M) SOUTHEAST OF THE WEST EDGE OF A CONCRETE CULVERT, 42.7 OF THE
 AA3549'CENTERLINE OF THE PARALLEL TAXIWAY, AND 19.6 FT (6.0 M) SOUTHEAST FROM
 AA3549'THE CENTER OF A CONCRETE CATCH BASIN WITH METAL DRAIN GATE WHICH IS
 AA3549'JUST SOUTHEAST OF THE EDGE OF A RAMP WITH ABANDON AIRCRAFT. THE
 AA3549'STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN TOP OF A
 AA3549'CONCRETE ELECTRICAL DUCT. DISK IS STAMPED - DVT C 1994.
 AA3549
 AA3549                          STATION RECOVERY (1994)
 AA3549
 AA3549'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994
 AA3549'STATION IS LOCATED AT THE NORTH SECTION OF THE AIRPORT JUST NORTH OF
 AA3549'THE PARALLEL TAXIWAY SERVING RUNWAY 7L.  THE STATION IS LOCATED 42.7
 AA3549'FT (13.0 M) NORTH OF THE CENTERLINE OF THE EAST-WEST PARALLEL TAXIWAY,
 AA3549'50.0 FT (15.2 M) SOUTHEAST OF THE WEST EDGE OF A CONCRETE WATER
 AA3549'CULVERT AND 19.6 FT (6.0 M) SOUTHEAST FROM THE CENTER OF A CONCRETE
 AA3549'DRAIN WITH A METAL GRATE WHICH IS JUST OFF THE SOUTHEAST EDGE OF THE
 AA3549'NORTH RAMP.  THE STATION IS A STANDARD NOS DISK STAMPED DVT C 1994 SET
 AA3549'IN THE TOP OF A CONCRTE ELECTRIC DUCT.
 AA3549
 AA3549                          STATION RECOVERY (1997)
 AA3549
 AA3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3549'RECOVERED AS DESCRIBED.
 AA3549
 AA3549                          STATION RECOVERY (2003)
 AA3549
 AA3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3549'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0993 ***********************************************************************
 FR0993  DESIGNATION -  DWARF
 FR0993  PID         -  FR0993
 FR0993  STATE/COUNTY-  AZ/MOHAVE
 FR0993  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0993
 FR0993                         *CURRENT SURVEY CONTROL
 FR0993  ___________________________________________________________________
 FR0993* NAD 83(1992)-  35 58 06.56803(N)    113 49 00.96236(W)     ADJUSTED  
 FR0993* NAVD 88     -      1482.9    (meters)    4865.     (feet)  VERTCON   
 FR0993  ___________________________________________________________________
 FR0993  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FR0993  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FR0993  HORZ ORDER  -  THIRD
 FR0993
 FR0993.The horizontal coordinates were established by classical geodetic methods
 FR0993.and adjusted by the National Geodetic Survey in August 1993.
 FR0993
 FR0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0993
 FR0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0993
 FR0993.The geoid height was determined by GEOID03.
 FR0993
 FR0993;                    North         East     Units Scale Factor Converg.
 FR0993;SPC AZ W     -   551,037.495   207,322.987   MT  0.99993378   -0 02 21.5
 FR0993;SPC AZ W     - 1,807,865.80    680,193.53   iFT  0.99993378   -0 02 21.5
 FR0993;UTM  12      - 3,984,122.937   245,983.483   MT  1.00039514   -1 39 19.4
 FR0993
 FR0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0993!SPC AZ W     -   0.99977140  x   0.99993378  =   0.99970520
 FR0993!UTM  12      -   0.99977140  x   1.00039514  =   1.00016645
 FR0993
 FR0993|---------------------------------------------------------------------|
 FR0993| PID    Reference Object                     Distance      Geod. Az  |
 FR0993|                                                           dddmmss.s |
 FR0993| CH3082 DWARF RM 1                            9.208 METERS 07216     |
 FR0993| CH3083 DWARF RM 2                            9.595 METERS 17120     |
 FR0993| CH3081 DWARF AZ MK                                        2405057.3 |
 FR0993|---------------------------------------------------------------------|
 FR0993
 FR0993                          SUPERSEDED SURVEY CONTROL
 FR0993
 FR0993  NAD 83(1986)-  35 58 06.56027(N)    113 49 00.95990(W) AD(       ) 3
 FR0993  NAD 27      -  35 58 06.60500(N)    113 48 58.14000(W) AD(       ) 3
 FR0993  NGVD 29 (07/19/86) 1482.1    (m)         4863.     (f) VERT ANG    3  
 FR0993
 FR0993.Superseded values are not recommended for survey control.
 FR0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0993.See file dsdata.txt to determine how the superseded data were derived.
 FR0993
 FR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4598384123(NAD 83)
 FR0993_MARKER: DS = TRIANGULATION STATION DISK
 FR0993_SETTING: 66 = SET IN ROCK OUTCROP
 FR0993_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FR0993
 FR0993  HISTORY     - Date     Condition        Report By
 FR0993  HISTORY     - 1936     MONUMENTED       CGS
 FR0993  HISTORY     - 1953     GOOD             LOCSUR
 FR0993
 FR0993                          STATION DESCRIPTION
 FR0993
 FR0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0993'ON THE HUALPAI INDIAN RESERVATION, ABOUT 37 MILES NORTH-NORTHWEST
 FR0993'OF PEACH SPRINGS AND 12 MILES NORTHEAST OF THE DUNCAN RANCH, ON A
 FR0993'HIGH POINT OF A ROLLING, GRASSY PLATEAU LYING ALONG THE WEST
 FR0993'SIDE OF THE COLORADO RIVER, ABOUT 2 MILES NORTH-NORTHWEST OF THE
 FR0993'INTERSECTION OF THE COLORADO RIVER CANYON AND QUARTERMASTER
 FR0993'CANYON, AND ABOUT 1/2 MILE WEST OF THE WEST BRINK OF TH COLORADO
 FR0993'CANYON, 45 FEET SOUTH BY WEST OF A DWARF CEDAR TREE, SET IN A
 FR0993'SMALL OUTCROP OF BEDROCK.  THE STATION MARK, WAS SET
 FR0993'AT A POINT MARKED BY A FAINT CROSS CHISELED IN THE ROCK AND
 FR0993'HAVING A 10-FOOT FLAG GUYED ABOVE IT.
 FR0993'
 FR0993'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 35
 FR0993'FEET SOUTHEAST OF THE DWARF CEDAR TREE.  REFERENCE MARK NO. 2 IS
 FR0993'SOUTH OF THE STATION, ON THE FLAT.  BOTH MARKS ARE STANDARD
 FR0993'REFERENCE DISKS HAVING 3-FOOT SHANKS, SET IN CONCRETE BELOW
 FR0993'GROUND.  THE AZIMUTH MARK, SET INTO A SQUARE CONCRETE MONUMENT
 FR0993'IS APPROXIMATELY 0.4
 FR0993'MILE SOUTH BY WEST OF THE STATION, AT THE NORTH EDGE OF THE
 FR0993'FIRST RISE OF GROUND SOUTH OF THE STATION, 10 FEET NORTH OF THE
 FR0993'CENTER OF THE TRACK ROAD LEADING TO THE STATION, IN RANGE WITH
 FR0993'THE STATION AND THE EAST SIDE OF THE SKYLINE PASS TO THE
 FR0993'SOUTH.
 FR0993'
 FR0993'TO REACH THE STATION FROM THE POST OFFICE AT PEACH SPRINGS, GO WEST
 FR0993'ON U.S. HIGHWAY 66 FOR 1.9 MILES AND BEAR RIGHT ON GRAVEL
 FR0993'ROAD THROUGH CATTLE GUARD, THENCE 0.8 MILE AND TAKE RIGHT FORK,
 FR0993'THENCE NORTHWEST FOR 6.5 MILES AND PASS CATTLE GUARD, THENCE 5.4
 FR0993'MILES AND PASS THROUGH GATE, THENCE NORTHWEST FOR 6.8 MILES AND
 FR0993'PASS THROUGH GATE, THENCE NORTH UP HILL ON MAIN-TRAVELED ROAD
 FR0993'FOR 1.2 MILES AND KEEP NORTH ON MAIN ROAD AT ROAD UP DRAW TO
 FR0993'RIGHT, THENCE 4.2 MILES AND KEEP LEFT FORK, THENCE 1.4 MILES
 FR0993'AND PASS THROUGH GATE, THENCE 0.5 MILE AND PASS THROUGH GATE,
 FR0993'THENCE 6.4 MILES AND PASS OVER DIVIDE, THENCE 1.2 MILES AND
 FR0993'BEAR RIGHT ON TRACK ROAD ACROSS FLAT, THENCE 2.25 MILES AND
 FR0993'KEEP RIGHT FORK NORTH, THENCE 2.05 MILES AND PASS THROUGH
 FR0993'GATE, THENCE 0.2 MILE AND KEEP LEFT FORK, THENCE 2.3 MILES AND
 FR0993'KEEP RIGHT FORK, THENCE 0.8 MILE AND KEEP LEFT FORK, THENCE
 FR0993'1.2 MILES AND PASS THROUGH FENCED ENCLOSURE AT TANK, THENCE 0.8
 FR0993'MILE AND PASS TO LEFT OF TANK AND CORRALS, THENCE 1.8 MILES AND
 FR0993'KEEP RIGHT FORK OF THE MAIN-TRAVELED ROAD NORTH FOR 1.4
 FR0993'MILES AND PASS OVER SUMMIT OF RIDGE, THENCE 0.6 MILE AND PASS
 FR0993'THROUGH FENCE, THENCE NORTH ON WINDING ROAD ACROSS DRAWS FOR
 FR0993'2.1 MILES AND PASS THROUGH GATE IN FENCE, THENCE NORTHEAST FOR
 FR0993'1.8 MILES AND BEAR RIGHT ON MAIN ROAD AT DIM REVERSE Y,
 FR0993'THENCE 1.2 MILES AND TAKE RIGHT FORK LEADING THROUGH CORRALS,
 FR0993'THENCE NORTHEAST ON MAIN-TRAVELED ROAD FOR 2.0 MILES AND BEAR
 FR0993'LEFT (NORTH) FOR 0.2 MILE TO THE STATION.
 FR0993'
 FR0993'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0993
 FR0993                          STATION RECOVERY (1953)
 FR0993
 FR0993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (GCS)
 FR0993'STATION RECOVERED BY AERIAL SURVEYS INC.
 FR0993'
 FR0993'RECOVERED STATION MARK AND REFERENCE MARKS 1 AND 2 IN GOOD
 FR0993'CONDITION.  PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1097 ***********************************************************************
 ES1097  DESIGNATION -  DYES
 ES1097  PID         -  ES1097
 ES1097  STATE/COUNTY-  AZ/COCONINO
 ES1097  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES1097
 ES1097                         *CURRENT SURVEY CONTROL
 ES1097  ___________________________________________________________________
 ES1097* NAD 83(1992)-  34 27 57.25773(N)    110 53 04.54806(W)     ADJUSTED  
 ES1097* NAVD 88     -      2246.     (meters)    7369.     (feet)  SCALED    
 ES1097  ___________________________________________________________________
 ES1097  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ES1097  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES1097  HORZ ORDER  -  FIRST
 ES1097
 ES1097.The horizontal coordinates were established by classical geodetic methods
 ES1097.and adjusted by the National Geodetic Survey in August 1993.
 ES1097
 ES1097.The orthometric height was scaled from a topographic map.
 ES1097
 ES1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1097
 ES1097.The geoid height was determined by GEOID03.
 ES1097
 ES1097;                    North         East     Units Scale Factor Converg.
 ES1097;SPC AZ C     -   384,813.235   308,176.237   MT  1.00001078   +0 35 02.8
 ES1097;SPC AZ C     - 1,262,510.61  1,011,076.89   iFT  1.00001078   +0 35 02.8
 ES1097;UTM  12      - 3,813,822.596   510,598.713   MT  0.99960138   +0 03 55.1
 ES1097
 ES1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1097!SPC AZ C     -   0.99965128  x   1.00001078  =   0.99966206
 ES1097!UTM  12      -   0.99965128  x   0.99960138  =   0.99925280
 ES1097
 ES1097|---------------------------------------------------------------------|
 ES1097| PID    Reference Object                     Distance      Geod. Az  |
 ES1097|                                                           dddmmss.s |
 ES1097| CD2834 DYES RM 1                            37.894 METERS 10908     |
 ES1097| CD2833 DYES AZ MK                                         1634838.9 |
 ES1097| CD2835 DYES RM 2                            34.254 METERS 24613     |
 ES1097|---------------------------------------------------------------------|
 ES1097
 ES1097                          SUPERSEDED SURVEY CONTROL
 ES1097
 ES1097  NAD 83(1986)-  34 27 57.25176(N)    110 53 04.55237(W) AD(       ) 1
 ES1097  NAD 27      -  34 27 57.12400(N)    110 53 02.08700(W) AD(       ) 1
 ES1097
 ES1097.Superseded values are not recommended for survey control.
 ES1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1097.See file dsdata.txt to determine how the superseded data were derived.
 ES1097
 ES1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1059913823(NAD 83)
 ES1097_MARKER: DS = TRIANGULATION STATION DISK
 ES1097_SETTING: 80 = SET IN A BOULDER
 ES1097_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1097
 ES1097  HISTORY     - Date     Condition        Report By
 ES1097  HISTORY     - 1938     MONUMENTED       CGS
 ES1097
 ES1097                          STATION DESCRIPTION
 ES1097
 ES1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1097'STATION IS ABOUT 17 MILES W OF HEBER, ABOUT 1-1/2 MILES NE OF
 ES1097'DYES RANCH, AND AT HEAD OF CIRCLE BAR DRAW ON A FLAT TIMBER-COVERED
 ES1097'RIDGE.
 ES1097'
 ES1097'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 ES1097'IN BOULDERS.
 ES1097'
 ES1097'REACHED FROM YOUNG BY GOING NORTHWARD ON HIGHWAY TOWARD HEBER
 ES1097'25.1 MILES TO A FORK AND SIGNS RIM ROAD, WINSLOW 73 MILES.
 ES1097'THENCE LEAVE MAIN HIGHWAY AND TURN L, GO W AND N ON WINSLOW ROAD
 ES1097'10.8 MILES TO A TRAIL SIDE ROAD AND SIGN WINSLOW 56 DEER LAKE 2
 ES1097'ALDER LAKE 1/4.  THENCE LEAVE MAIN ROAD, TURN R AND GO EASTERLY
 ES1097'0.2 MILE, THEN R FORK EASTERLY ON WOLFF RANCH ROAD 4.75 MILES TO
 ES1097'DILAPIDATED BUILDINGS OF WOLFF RANCH ON R.  CONTINUE ON MAIN
 ES1097'ROAD 0.2 MILE CROSSING CREEK, THENCE CONTINUE E AND N ON MAIN
 ES1097'ROAD 2.25 MILES TO SIGN WATERS R.S. 8 MI.  THENCE STRAIGHT
 ES1097'AHEAD 0.6 MILE TO FORK AND SIGN DURAN RANCH 3/4 MI.  THENCE L FORK
 ES1097'NORTHERLY 0.2 MILE TO SIDE ROAD TO R WITH SIGN TILLMAN RANCH
 ES1097'3/4 MILE, THENCE STRAIGHT AHEAD NORTHERLY 0.15 MILE TO
 ES1097'FORK.  THENCE N FORK NORTHERLY 1.3 MILES, TURN L ABOUT 125 FEET
 ES1097'TO STATION.  THERE IS A LARGE TRIANGULAR BLAZE ON A PINE TREE
 ES1097'ABOUT 15 FEET TO R OF ROAD AT POINT ROAD IS LEFT, AND ANOTHER
 ES1097'ABOUT 50 FEET NNW OF STATION.
 ES1097'
 ES1097'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER ABOUT
 ES1097'0.2 MILE SSE OF STATION.  A LINE OF TREES IS BLAZED TO AZIMUTH
 ES1097'FROM STATION.  IT WILL BE SEEN FROM GROUND IF TREES ARE CLEARED.
 ES1097'
 ES1097'REFERENCE MARK NO. 1 IS ABOUT SAME ELEVATION AS STATION, ABOUT
 ES1097'25 FEET W OF TRACK ROAD, AND 10 FEET S OF TRAIL LEADING INTO
 ES1097'STATION.  REFERENCE MARK NO. 2 IS JUST TO S AND E OF A LARGE
 ES1097'YELLOW PINE TREE.
 ES1097'
 ES1097'HEAVY TIMBER NECESSITATES USE OF A 90-FOOT SIGNAL.
 ES1097'
 ES1097'HEIGHT OF LIGHT ABOVE STATION MARK - 30.0 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1252 ***********************************************************************
 DB1252  DESIGNATION -  DYKE
 DB1252  PID         -  DB1252
 DB1252  STATE/COUNTY-  AZ/YUMA
 DB1252  USGS QUAD   -  WELLTON (1982)
 DB1252
 DB1252                         *CURRENT SURVEY CONTROL
 DB1252  ___________________________________________________________________
 DB1252* NAD 83(1992)-  32 39 19.44247(N)    114 08 57.28968(W)     ADJUSTED  
 DB1252* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 DB1252  ___________________________________________________________________
 DB1252  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DB1252  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DB1252  HORZ ORDER  -  SECOND
 DB1252
 DB1252.The horizontal coordinates were established by classical geodetic methods
 DB1252.and adjusted by the National Geodetic Survey in August 1993.
 DB1252
 DB1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1252
 DB1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1252
 DB1252.The geoid height was determined by GEOID03.
 DB1252
 DB1252;                    North         East     Units Scale Factor Converg.
 DB1252;SPC AZ W     -   183,615.348   175,907.077   MT  0.99995062   -0 12 55.5
 DB1252;SPC AZ W     -   602,412.56    577,122.96   iFT  0.99995062   -0 12 55.5
 DB1252;UTM  11      - 3,616,676.709   767,382.283   MT  1.00048167   +1 32 20.9
 DB1252
 DB1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1252!SPC AZ W     -   0.99999065  x   0.99995062  =   0.99994127
 DB1252!UTM  11      -   0.99999065  x   1.00048167  =   1.00047231
 DB1252
 DB1252:                Primary Azimuth Mark                     Grid Az
 DB1252:SPC AZ W     -  WELT                                     356 04 13.0
 DB1252:UTM  11      -  WELT                                     354 18 56.6
 DB1252
 DB1252|---------------------------------------------------------------------|
 DB1252| PID    Reference Object                     Distance      Geod. Az  |
 DB1252|                                                           dddmmss.s |
 DB1252| DB0150 WELT                                APPROX. 1.9 KM 3555117.5 |
 DB1252|---------------------------------------------------------------------|
 DB1252
 DB1252                          SUPERSEDED SURVEY CONTROL
 DB1252
 DB1252  NAD 83(1986)-  32 39 19.44242(N)    114 08 57.29782(W) AD(       ) 2
 DB1252  NAD 27      -  32 39 19.27000(N)    114 08 54.52510(W) AD(       ) 2
 DB1252  NGVD 29 (07/19/86)   92.2    (m)          302.     (f) VERT ANG    3  
 DB1252
 DB1252.Superseded values are not recommended for survey control.
 DB1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1252.See file dsdata.txt to determine how the superseded data were derived.
 DB1252
 DB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6738216677(NAD 83)
 DB1252_MARKER: DE = TRAVERSE STATION DISK
 DB1252_SETTING: 0 = UNSPECIFIED SETTING
 DB1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1252
 DB1252  HISTORY     - Date     Condition        Report By
 DB1252  HISTORY     - 1960     MONUMENTED       CGS
 DB1252  HISTORY     - 1966     GOOD             AZHD
 DB1252  HISTORY     - 1981     POOR             NGS
 DB1252
 DB1252                          STATION DESCRIPTION
 DB1252
 DB1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1252'THE STATION IS 0.8 MILE SOUTH OF THE WELLTON POST OFFICE
 DB1252'AND ON THE SUMMIT OF THE SANDY EMBANKMENT ALONG THE NORTH
 DB1252'SIDE OF THE WELLTON CANAL.  IT IS 150 FEET NORTH OF THE
 DB1252'NORTH BANK OF THE CANAL, 110 FEET NORTH OF A ROAD WHICH FOLLOWS
 DB1252'THE NORTH BANK AND 6 FEET EAST OF A METAL WITNESS POST WITH
 DB1252'SIGN ATTACHED.
 DB1252'
 DB1252'TO REACH THE STATION FROM THE RAILROAD STATION AT WELLTON,
 DB1252'PROCEED SOUTH ACROSS THE TRACKS FOR 100 YARDS, TURN RIGHT, WEST,
 DB1252'FOLLOWING THE COUNTY ROAD FOR 0.5 MILE, TURN LEFT, SOUTH,
 DB1252'FOR 0.65 MILE TO A BRIDGE CROSSING THE WELLTON CANAL, TURN
 DB1252'RIGHT, WEST, BEFORE CROSSING THE CANAL ALONG THE NORTH BANK
 DB1252'FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DB1252'
 DB1252'THE STATION, WITH UNDERGROUND MARK, STAMPED DYKE 1960 IS A
 DB1252'STANDARD TRAVERSE DISK SET IN CONCRETE IN THE TOP OF A 4-INCH
 DB1252'SOIL PIPE PROJECTING ABOUT 6 INCHES.
 DB1252'
 DB1252'A 2-WHEEL DRIVE STATION, 1 MINUTE PACK.
 DB1252
 DB1252                          STATION RECOVERY (1966)
 DB1252
 DB1252'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DB1252'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DB1252'
 DB1252'THE STATION IS LOCATED ON HIGH EARTH EMBANKMENT WHICH IS TO
 DB1252'BE USED AS FILL ON NEW PROPOSED HIGHWAY THUS NECESSITATING THE
 DB1252'MOVEMENT OF THE STATION.  STATION DYKE 2 WAS SET ON DIRECT
 DB1252'LINE TO STATION WELT 1960.
 DB1252
 DB1252                          STATION RECOVERY (1981)
 DB1252
 DB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1252'THE MARK WAS RECOVERED WITH DISK MISSING.  THE SOIL PIPE WAS STANDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0942 ***********************************************************************
 EU0942  DESIGNATION -  DYKE
 EU0942  PID         -  EU0942
 EU0942  STATE/COUNTY-  AZ/MOHAVE
 EU0942  USGS QUAD   -  BOUNDARY CONE (1970)
 EU0942
 EU0942                         *CURRENT SURVEY CONTROL
 EU0942  ___________________________________________________________________
 EU0942* NAD 83(1992)-  34 59 06.34227(N)    114 25 41.58339(W)     ADJUSTED  
 EU0942* NAVD 88     -       594.7    (meters)    1951.     (feet)  VERTCON   
 EU0942  ___________________________________________________________________
 EU0942  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 EU0942  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 EU0942  HORZ ORDER  -  SECOND
 EU0942
 EU0942.The horizontal coordinates were established by classical geodetic methods
 EU0942.and adjusted by the National Geodetic Survey in August 1993.
 EU0942
 EU0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0942
 EU0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0942
 EU0942.The geoid height was determined by GEOID03.
 EU0942
 EU0942;                    North         East     Units Scale Factor Converg.
 EU0942;SPC AZ W     -   442,145.688   151,439.160   MT  0.99998057   -0 23 20.0
 EU0942;SPC AZ W     - 1,450,609.21    496,847.64   iFT  0.99998057   -0 23 20.0
 EU0942;UTM  11      - 3,874,412.122   734,749.167   MT  1.00027923   +1 28 30.9
 EU0942
 EU0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0942!SPC AZ W     -   0.99991138  x   0.99998057  =   0.99989195
 EU0942!UTM  11      -   0.99991138  x   1.00027923  =   1.00019058
 EU0942
 EU0942:                Primary Azimuth Mark                     Grid Az
 EU0942:SPC AZ W     -  NUTT MOUNT CAIRN                         031 26 30.6
 EU0942:UTM  11      -  NUTT MOUNT CAIRN                         029 34 39.7
 EU0942
 EU0942|---------------------------------------------------------------------|
 EU0942| PID    Reference Object                     Distance      Geod. Az  |
 EU0942|                                                           dddmmss.s |
 EU0942| FS1060 NUTT MOUNT CAIRN                    APPROX.13.3 KM 0310310.6 |
 EU0942| CC4700 DYKE RM 3                                          0785618.9 |
 EU0942| CC4699 DYKE RM 2                            14.673 METERS 16025     |
 EU0942| CC4698 DYKE RM 1                            18.652 METERS 25513     |
 EU0942| FS1065 HARDY CAIRN                         APPROX. 8.2 KM 3550506.5 |
 EU0942|---------------------------------------------------------------------|
 EU0942
 EU0942                          SUPERSEDED SURVEY CONTROL
 EU0942
 EU0942  NAD 83(1986)-  34 59 06.34751(N)    114 25 41.58428(W) AD(       ) 2
 EU0942  NAD 27      -  34 59 06.33900(N)    114 25 38.73200(W) AD(       ) 2
 EU0942  NGVD 29 (07/19/86)  594.0    (m)         1949.     (f) VERT ANG    3  
 EU0942
 EU0942.Superseded values are not recommended for survey control.
 EU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0942.See file dsdata.txt to determine how the superseded data were derived.
 EU0942
 EU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3474974412(NAD 83)
 EU0942
 EU0942  HISTORY     - Date     Condition        Report By
 EU0942  HISTORY     - 1934     MONUMENTED       CGS
 EU0942  HISTORY     - 1948     GOOD             CGS
 EU0942  HISTORY     - 1955     GOOD             CGS
 EU0942  HISTORY     - 1956     GOOD             CGS
 EU0942  HISTORY     - 1960     GOOD             CGS
 EU0942  HISTORY     - 1968     GOOD             AZHD
 EU0942
 EU0942                          STATION DESCRIPTION
 EU0942
 EU0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 EU0942'STATION IS ON A ROUNDED KNOLL 0.2 MILE W OF U.S. HIGHWAY 66 AT A
 EU0942'POINT 1/2 MILE W AND ACROSS THE HIGHWAY FROM BOUNDARY CONE (A
 EU0942'SHARP ROCKY PEAK EASILY IDENTIFIED FROM ANY POINT ALONG THE HIGHWAY
 EU0942'BETWEEN TOPOCK AND OATMAN).  STATION IS ON THE FIRST KNOLL S OF A
 EU0942'VERY PROMINENT, NATURAL ROCK DYKE THAT RUNS W FROM BOUNDARY CONE.
 EU0942'THIS DYKE IS 20.5 MILES N BY ROAD FROM TOPOCK.
 EU0942'
 EU0942'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE
 EU0942'DISKS WEDGED IN DRILL HOLES IN BOULDERS.  REFERENCE MARK NO. 3
 EU0942'IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 EU0942'BEDROCK.
 EU0942'
 EU0942'REFERENCE MARK NO. 3 (AZIMUTH) IS 0.2 MILE E ON THE TOP OF THE ROCK
 EU0942'DYKE AT A POINT ABOUT 100 FEET W OF THE HIGHWAY.
 EU0942'
 EU0942'BEST REACHED FROM TOPOCK BY GOING N ON HIGHWAY 66 FOR 20.5 MILES
 EU0942'TO WHERE THE PROMINENT DYKE CROSSES THE HIGHWAY.  TURN LEFT OFF
 EU0942'THE HIGHWAY ON A DIM ROAD AND GO 0.2 MILE TO SW CORNER CLAIM STAKE,
 EU0942'HERE TURN RIGHT AND GO 100 YARDS TO THE HIGHEST PART OF THE KNOLL
 EU0942'AND THE STATION.
 EU0942
 EU0942                          STATION RECOVERY (1948)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0942'ALL MARKS ARE IN GOOD CONDITION.
 EU0942'
 EU0942'THE STATION IS ON THE NORTH END OF A LOW RIDGE 2/10 MILE WEST OF
 EU0942'U.S. HIGHWAY NO. 66, 1/2 MILE WEST OF BOUNDARY CONE (A PROMINENT
 EU0942'SHARP ROCKY PEAK WHICH IS EASILY IDENTIFIED FOR A RADIUS OF
 EU0942'SEVERAL MILES IN ALL DIRECTIONS), 17 MILES NORTH BY EAST OF
 EU0942'TOPOCK, AND 4 MILES SOUTHWEST OF OATMAN.  IT IS ABOUT 1/10 MILE
 EU0942'SOUTHWEST OF THE WEST END OF A NATURAL ROCK DYKE WHICH EXTENDS
 EU0942'DOWN THE WESTERN SLOPE OF BOUNDARY CONE.
 EU0942'
 EU0942'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 EU0942'12 INCH SQUARE BOULDER, PROJECTING 3 INCHES ABOVE THE SURFACE
 EU0942'OF THE GROUND, IS STAMPED DYKE 1934.
 EU0942'
 EU0942'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EU0942'A BOULDER WHICH IS 2-1/2 FEET LONG, 2 FEET WIDE AND PROJECTS 1 FOOT
 EU0942'ABOVE THE SURFACE OF THE GROUND, IS STAMPED DYKE NO 1 1934.  IT IS
 EU0942'APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 EU0942'
 EU0942'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EU0942'A 12 INCH BY 14 INCH BOULDER, PROJECTING 4 INCHES ABOVE THE SURFACE
 EU0942'OF THE GROUND, IS STAMPED DYKE NO 2 1934.  IT IS 3 FEET LOWER
 EU0942'IN ELEVATION THAN THE STATION MARK.
 EU0942'
 EU0942'THE AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD REFERENCE
 EU0942'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NATURAL ROCK
 EU0942'DYKE, IS STAMPED DYKE 1934.  IT IS 50 YARDS WEST OF U.S. HIGHWAY
 EU0942'NO. 66, 50 FEET NORTH OF AN EAST-WEST TRACK ROAD, AND IS
 EU0942'APPROXIMATELY 12 FEET ABOVE THE SURROUNDING AREA.
 EU0942'
 EU0942'TO REACH THE STATION FROM TOPOCK GO NORTH ON U.S. HIGHWAY NO. 66
 EU0942'FOR 20.5 MILES TO A POINT WHERE THE HIGHWAY CUTS THROUGH THE ROCK
 EU0942'DYKE ON THE WESTERN SLOPE OF BOUNDARY CONE.  TURN LEFT, WEST, AND
 EU0942'FOLLOW A TRACK ROAD ALONG THE SOUTH SIDE OF THE DYKE FOR 0.2
 EU0942'MILE.  TURN RIGHT AND GO 100 YARDS TO THE HIGHEST PART OF THE
 EU0942'RIDGE AND THE STATION.  A DRIVE STATION.
 EU0942
 EU0942                          STATION RECOVERY (1955)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0942'RECOVERED - THE STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH
 EU0942'MARK WERE RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 EU0942'F.A.R. IN 1948 IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 EU0942'
 EU0942'HIGHWAY 66 NORTH OF TOPOCK HAS BEEN RELOCATED AND THE MILEAGE
 EU0942'FOLLOWS THE OLD ROUTE.  DISTANCES TO THE REFERENCE MARKS CHECKED
 EU0942'THE 1948 RECOVERY NOTE.
 EU0942
 EU0942                          STATION RECOVERY (1956)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 EU0942'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 EU0942'GOOD CONDITION.
 EU0942'
 EU0942'THE 1948 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CORRECTION.
 EU0942'
 EU0942'THE MILEAGE IS ALONG OLD HIGHWAY 66 AND NOT THE PRESENT ROUTE
 EU0942
 EU0942                          STATION RECOVERY (1960)
 EU0942
 EU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 EU0942'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 EU0942'CONDITION.
 EU0942'
 EU0942'A NEW TO REACH FOLLOWS.
 EU0942'
 EU0942'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND THE
 EU0942'OATMAN-GOLDFIELD ROAD IN TOPOCK, GO NORTH ON THE OATMAN-GOLDFIELD
 EU0942'ROAD FOR 20.5 MILES TO A POINT WHERE THE HIGHWAY CUTS THROUGH
 EU0942'A ROCK DYKE ON THE WESTERN SLOPE OF BOUNDARY CONE, TURN LEFT,
 EU0942'WEST, ON THE SOUTH SIDE OF THE DYKE FOR 0.2 MILE ON A TRACK ROAD,
 EU0942'TURN RIGHT AND GO 100 YARDS TO THE HIGHEST POINT AND THE
 EU0942'STATION.
 EU0942
 EU0942                          STATION RECOVERY (1968)
 EU0942
 EU0942'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 EU0942'A. GENERAL LOCATION-THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 EU0942'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 EU0942'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2256 ***********************************************************************
 DV2256  DESIGNATION -  DYKE
 DV2256  PID         -  DV2256
 DV2256  STATE/COUNTY-  AZ/MARICOPA
 DV2256  USGS QUAD   -  GLENDALE (1982)
 DV2256
 DV2256                         *CURRENT SURVEY CONTROL
 DV2256  ___________________________________________________________________
 DV2256* NAD 83(1992)-  33 37 23.29164(N)    112 14 41.51586(W)     ADJUSTED  
 DV2256* NAVD 88     -       364.8    (meters)    1197.     (feet)  VERTCON   
 DV2256  ___________________________________________________________________
 DV2256  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 DV2256  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV2256  HORZ ORDER  -  SECOND
 DV2256
 DV2256.The horizontal coordinates were established by classical geodetic methods
 DV2256.and adjusted by the National Geodetic Survey in August 1993.
 DV2256
 DV2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2256
 DV2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2256
 DV2256.The geoid height was determined by GEOID03.
 DV2256
 DV2256;                    North         East     Units Scale Factor Converg.
 DV2256;SPC AZ C     -   290,905.012   182,909.158   MT  0.99991143   -0 10 54.2
 DV2256;SPC AZ C     -   954,412.77    600,095.66   iFT  0.99991143   -0 10 54.2
 DV2256;UTM  12      - 3,721,066.050   384,530.639   MT  0.99976437   -0 41 21.8
 DV2256
 DV2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2256!SPC AZ C     -   0.99994744  x   0.99991143  =   0.99985887
 DV2256!UTM  12      -   0.99994744  x   0.99976437  =   0.99971182
 DV2256
 DV2256:                Primary Azimuth Mark                     Grid Az
 DV2256:SPC AZ C     -  DYKE AZ MK                               046 18 54.3
 DV2256:UTM  12      -  DYKE AZ MK                               046 49 21.9
 DV2256
 DV2256|---------------------------------------------------------------------|
 DV2256| PID    Reference Object                     Distance      Geod. Az  |
 DV2256|                                                           dddmmss.s |
 DV2256| DV1759 DYKE AZ MK                          APPROX. 0.9 KM 0460800.1 |
 DV2256| DV2261 PEORIA WATER TANK                   APPROX. 1.6 KM 0591830.1 |
 DV2256| CR9779 DYKE RM 1                            12.226 METERS 11952     |
 DV2256| CR9780 DYKE RM 2                            12.200 METERS 29949     |
 DV2256|---------------------------------------------------------------------|
 DV2256
 DV2256                          SUPERSEDED SURVEY CONTROL
 DV2256
 DV2256  NAD 83(1986)-  33 37 23.28573(N)    112 14 41.52196(W) AD(       ) 2
 DV2256  NGVD 29 (11/30/89)  364.2    (m)         1195.     (f) VERT ANG    3  
 DV2256
 DV2256.Superseded values are not recommended for survey control.
 DV2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2256.See file dsdata.txt to determine how the superseded data were derived.
 DV2256
 DV2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8453121066(NAD 83)
 DV2256_MARKER: DS = TRIANGULATION STATION DISK
 DV2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2256+STABILITY: SURFACE MOTION
 DV2256
 DV2256  HISTORY     - Date     Condition        Report By
 DV2256  HISTORY     - 1982     MONUMENTED       AZDT
 DV2256  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV2256
 DV2256                          STATION DESCRIPTION
 DV2256
 DV2256'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV2256'THE STATION IS LOCATED IN NORTHWEST PHOENIX, 0.4 MILE WEST OF 83RD
 DV2256'AVENUE, 0.8 MILE NORTH OF THUNDERBIRD ROAD ON TOP OF A LARGE EARTH
 DV2256'MOUND ALONG THE WEST SIDE OF NEW RIVER.
 DV2256'
 DV2256'THE STATION MARK IS AN AZDT DISK STAMPED---DYKE 1982---.  IT IS SET IN
 DV2256'TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF THE NORTHEAST 1 OF
 DV2256'SEVERAL FLOOD CONTROLL MOUNDS IN THE AREA.  IT IS 4 FEET NORTHWEST OF
 DV2256'THE WITNESS POST.
 DV2256'
 DV2256'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DYKE RM 1 1982---.  IT IS
 DV2256'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2256'
 DV2256'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DYKE RM 2 1982---.  IT IS
 DV2256'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2256'
 DV2256'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---DYKE AZ 1982---.  IT IS SET
 DV2256'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 134 FEET SOUTH OF
 DV2256'MILWALKEE AVENUE, 29 FEET WEST OF THE CENTER LINE OF 83RD AVENUE AND
 DV2256'3.5 FEET SOUTH OF A WITNESS POST AND SIGN.
 DV2256'
 DV2256'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND THUNDERBIRD
 DV2256'ROAD TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG
 DV2256'THUNDERBIRD ROAD FOR 7.0 MILES TO 83RD AVENUE, CONTINUE WEST ALONG
 DV2256'THUNERBIRD ROAD FOR 0.9 MILE TO A TRACK ROAD ON THE RIGHT WHICH IS
 DV2256'JUST PAST A BRIDGE OVER NEW RIVER.  TURN RIGHT AND TRAVEL NORTH 0.4
 DV2256'MILE TO A GROUP OF TREES, CONTINUE NORTHEAST ON MAIN ROAD FOR 0.85
 DV2256'MILE TO THE TOP OF THE 4TH LARGE EARTH MOUND AND THE STATION.
 DV2256'
 DV2256'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF 83RD AVENUE AND
 DV2256'THUNDERBIRD ROAD, TRAVEL NORTH ALONG 83RD AVENUE FOR 1.6 MILES TO THE
 DV2256'AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.
 DV2256
 DV2256                          STATION RECOVERY (2002)
 DV2256
 DV2256'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1250 ***********************************************************************
 DB1250  DESIGNATION -  DYKE 2
 DB1250  PID         -  DB1250
 DB1250  STATE/COUNTY-  AZ/YUMA
 DB1250  USGS QUAD   -  WELLTON (1982)
 DB1250
 DB1250                         *CURRENT SURVEY CONTROL
 DB1250  ___________________________________________________________________
 DB1250* NAD 83(1992)-  32 39 23.34618(N)    114 08 57.62415(W)     ADJUSTED  
 DB1250* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 DB1250  ___________________________________________________________________
 DB1250  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DB1250  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DB1250  HORZ ORDER  -  SECOND
 DB1250
 DB1250.The horizontal coordinates were established by classical geodetic methods
 DB1250.and adjusted by the National Geodetic Survey in August 1993.
 DB1250
 DB1250.The orthometric height was scaled from a topographic map.
 DB1250
 DB1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1250
 DB1250.The geoid height was determined by GEOID03.
 DB1250
 DB1250;                    North         East     Units Scale Factor Converg.
 DB1250;SPC AZ W     -   183,735.628   175,898.813   MT  0.99995063   -0 12 55.8
 DB1250;SPC AZ W     -   602,807.18    577,095.84   iFT  0.99995063   -0 12 55.8
 DB1250;UTM  11      - 3,616,796.744   767,370.335   MT  1.00048159   +1 32 20.9
 DB1250
 DB1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1250!SPC AZ W     -   0.99999131  x   0.99995063  =   0.99994194
 DB1250!UTM  11      -   0.99999131  x   1.00048159  =   1.00047289
 DB1250
 DB1250|---------------------------------------------------------------------|
 DB1250| PID    Reference Object                     Distance      Geod. Az  |
 DB1250|                                                           dddmmss.s |
 DB1250| DB1252 DYKE                                120.570 METERS 17551     |
 DB1250| DB0150 WELT                                APPROX. 1.8 KM 3555117.5 |
 DB1250|---------------------------------------------------------------------|
 DB1250
 DB1250                          SUPERSEDED SURVEY CONTROL
 DB1250
 DB1250  NAD 83(1986)-  32 39 23.34609(N)    114 08 57.63228(W) AD(       ) 2
 DB1250  NAD 27      -  32 39 23.17383(N)    114 08 54.85945(W) AD(       ) 2
 DB1250
 DB1250.Superseded values are not recommended for survey control.
 DB1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1250.See file dsdata.txt to determine how the superseded data were derived.
 DB1250
 DB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6737016797(NAD 83)
 DB1250_MARKER: DE = TRAVERSE STATION DISK
 DB1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1250+STABILITY: SURFACE MOTION
 DB1250
 DB1250  HISTORY     - Date     Condition        Report By
 DB1250  HISTORY     - 1966     MONUMENTED       AZHD
 DB1250  HISTORY     - 1981     GOOD             NGS
 DB1250  HISTORY     - 20090207 MARK NOT FOUND   GEOCAC
 DB1250
 DB1250                          STATION DESCRIPTION
 DB1250
 DB1250'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DB1250'THE STATION IS 0.8 MILE SOUTH OF THE WELLTON POST OFFICE,
 DB1250'ALONG THE NORTH SIDE OF THE WELLTON CANAL.
 DB1250'
 DB1250'TO REACH THE STATION FROM THE RAILROAD STATION AT WELLTON,
 DB1250'PROCEED SOUTH ACROSS THE TRACKS FOR 100 YARDS, TURN RIGHT,
 DB1250'WEST, FOLLOWING THE COUNTY ROAD FOR 0.5 MILE, TURN LEFT,
 DB1250'SOUTH, FOR 0.65 MILES TO A BRIDGE CROSSING THE WELLTON CANAL,
 DB1250'TURN RIGHT, WEST, BEFORE CROSSING THE CANAL ALONG THE NORTH
 DB1250'SIDE OF EARTH EMBANKMENT FOR 0.5 MILE, THEN TURN RIGHT, NORTH,
 DB1250'300 FEET TO STATION LOCATED ON SMALL ROUND GRAVEL RISE.
 DB1250'
 DB1250'THE MARK IS A STANDARD TRAVERSE DISK STAMPED DYKE 2 1966
 DB1250'SET IN A 10-INCH CIRCULAR CONCRETE MONUMENT PROJECTING 3 INCHES.
 DB1250'IT IS 5 FEET SOUTH OF A METAL WITNESS POST.
 DB1250'
 DB1250'NO AZIMUTH MARK OR REFERENCE MARKS WERE SET.
 DB1250
 DB1250                          STATION RECOVERY (1981)
 DB1250
 DB1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1250'THE STATION WAS RECOVERED AS DESCRIBED IN 1966.
 DB1250
 DB1250                          STATION RECOVERY (2009)
 DB1250
 DB1250'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1250'THE GENERAL AREA OF THE MARK HAS BEEN GRADED LEVEL AND THERE IS NO
 DB1250'LONGER A SMALL ROUND
 DB1250'GRAVEL RISE ANYWHERE IN THE VICINITY OF THE STATION'S LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1759 ***********************************************************************
 DV1759  DESIGNATION -  DYKE AZ MK
 DV1759  PID         -  DV1759
 DV1759  STATE/COUNTY-  AZ/MARICOPA
 DV1759  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1759
 DV1759                         *CURRENT SURVEY CONTROL
 DV1759  ___________________________________________________________________
 DV1759* NAD 83(1992)-  33 37 44.59915(N)    112 14 15.01527(W)     NO CHECK  
 DV1759* NAVD 88     -       362.109  (meters)    1188.02   (feet)  ADJUSTED  
 DV1759  ___________________________________________________________________
 DV1759  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DV1759  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV1759  DYNAMIC HT  -         361.692 (meters)    1186.65  (feet)  COMP
 DV1759  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 DV1759
 DV1759  HORZ ORDER  -  SECOND
 DV1759  VERT ORDER  -  SECOND    CLASS I
 DV1759
 DV1759.The horizontal coordinates were established by classical geodetic methods
 DV1759.and adjusted by the National Geodetic Survey in August 1993.
 DV1759.No horizontal observational check was made to the station.
 DV1759
 DV1759.The orthometric height was determined by differential leveling
 DV1759.and adjusted in November 1993.
 DV1759
 DV1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1759
 DV1759.The geoid height was determined by GEOID03.
 DV1759
 DV1759.The dynamic height is computed by dividing the NAVD 88
 DV1759.geopotential number by the normal gravity value computed on the
 DV1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1759.degrees latitude (g = 980.6199 gals.).
 DV1759
 DV1759.The modeled gravity was interpolated from observed gravity values.
 DV1759
 DV1759;                    North         East     Units Scale Factor Converg.
 DV1759;SPC AZ C     -   291,559.291   183,594.188   MT  0.99991092   -0 10 39.7
 DV1759;SPC AZ C     -   956,559.35    602,343.14   iFT  0.99991092   -0 10 39.7
 DV1759;UTM  12      - 3,721,714.137   385,221.337   MT  0.99976241   -0 41 07.5
 DV1759
 DV1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1759!SPC AZ C     -   0.99994785  x   0.99991092  =   0.99985877
 DV1759!UTM  12      -   0.99994785  x   0.99976241  =   0.99971027
 DV1759
 DV1759                          SUPERSEDED SURVEY CONTROL
 DV1759
 DV1759  NAD 83(1986)-  33 37 44.59332(N)    112 14 15.02146(W) AD(       ) 2
 DV1759  NGVD 29 (11/30/89)  361.5    (m)         1186.     (f) LEVELING    3  
 DV1759
 DV1759.Superseded values are not recommended for survey control.
 DV1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1759.See file dsdata.txt to determine how the superseded data were derived.
 DV1759
 DV1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8522121714(NAD 83)
 DV1759_MARKER: DZ = AZIMUTH MARK DISK
 DV1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1759_SP_SET: CONCRETE POST
 DV1759_STAMPING: DYKE AZIMUTH 1982
 DV1759_MARK LOGO: AZDT  
 DV1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1759+STABILITY: SURFACE MOTION
 DV1759
 DV1759  HISTORY     - Date     Condition        Report By
 DV1759  HISTORY     - 1982     MONUMENTED       AZDT
 DV1759  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1759  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 DV1759
 DV1759                          STATION DESCRIPTION
 DV1759
 DV1759'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1759'5.30 KM (3.3 MI) NORTH FROM PEORIA.
 DV1759'5.30 KM (3.3 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1759'AVENUE IN PEORIA, THE MARK IS ON THE LEFT, 29.6 FT (9.02 METERS) WEST
 DV1759'OF 83RD AVENUE CENTERLINE, 49.2 FT (15.0 METERS) WEST OF A BARBED WIRE
 DV1759'FENCE, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST FLUSH WITH
 DV1759'THE GROUND.
 DV1759
 DV1759                          STATION RECOVERY (2002)
 DV1759
 DV1759'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1759'MARK NOT FOUND.
 DV1759
 DV1759                          STATION RECOVERY (2006)
 DV1759
 DV1759'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1759'THE AREA IS NOW A SHOPPING COMPLEX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1863 ***********************************************************************
 DV1863  DESIGNATION -  DYNA
 DV1863  PID         -  DV1863
 DV1863  STATE/COUNTY-  AZ/MARICOPA
 DV1863  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1863
 DV1863                         *CURRENT SURVEY CONTROL
 DV1863  ___________________________________________________________________
 DV1863* NAD 83(1992)-  33 44 24.86889(N)    112 09 31.05407(W)     ADJUSTED  
 DV1863* NAVD 88     -       541.4    (meters)    1776.     (feet)  VERTCON   
 DV1863  ___________________________________________________________________
 DV1863  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DV1863  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DV1863  HORZ ORDER  -  SECOND
 DV1863
 DV1863.The horizontal coordinates were established by classical geodetic methods
 DV1863.and adjusted by the National Geodetic Survey in August 1993.
 DV1863
 DV1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1863
 DV1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1863
 DV1863.The geoid height was determined by GEOID03.
 DV1863
 DV1863;                    North         East     Units Scale Factor Converg.
 DV1863;SPC AZ C     -   303,870.584   190,941.032   MT  0.99990619   -0 08 03.8
 DV1863;SPC AZ C     -   996,950.73    626,446.96   iFT  0.99990619   -0 08 03.8
 DV1863;UTM  12      - 3,733,957.833   392,675.981   MT  0.99974200   -0 38 36.9
 DV1863
 DV1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1863!SPC AZ C     -   0.99991964  x   0.99990619  =   0.99982583
 DV1863!UTM  12      -   0.99991964  x   0.99974200  =   0.99966166
 DV1863
 DV1863|---------------------------------------------------------------------|
 DV1863| PID    Reference Object                     Distance      Geod. Az  |
 DV1863|                                                           dddmmss.s |
 DV1863| CR7744 DYNA RM 2                            14.401 METERS 10141     |
 DV1863| DV1864 DYNA AZ MK                          APPROX. 0.5 KM 3302013.3 |
 DV1863| CR7743 DYNA RM 1                             9.987 METERS 35957     |
 DV1863|---------------------------------------------------------------------|
 DV1863
 DV1863                          SUPERSEDED SURVEY CONTROL
 DV1863
 DV1863  NAD 83(1986)-  33 44 24.86346(N)    112 09 31.05857(W) AD(       ) 2
 DV1863  NGVD 29 (07/20/87)  540.8    (m)         1774.     (f) VERT ANG    3  
 DV1863
 DV1863.Superseded values are not recommended for survey control.
 DV1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1863.See file dsdata.txt to determine how the superseded data were derived.
 DV1863
 DV1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9267633958(NAD 83)
 DV1863_MARKER: DS = TRIANGULATION STATION DISK
 DV1863_SETTING: 80 = SET IN A BOULDER
 DV1863_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1863+STABILITY: SURFACE MOTION
 DV1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1863+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2008
 DV1863
 DV1863  HISTORY     - Date     Condition        Report By
 DV1863  HISTORY     - 1986     MONUMENTED       AZDT
 DV1863  HISTORY     - 20081007 GOOD             GEOCAC
 DV1863
 DV1863                          STATION DESCRIPTION
 DV1863
 DV1863'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1863'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF THE DEER VALLEY
 DV1863'AIRPORT AND 1.5 MILES WEST OF INTERSTATE HIGHWAY 17.
 DV1863'
 DV1863'THE STATION MARK IS AN AZDT DISK STAMPED---DYNA 1986---.  IT IS SET IN
 DV1863'A DRILL HOLE IN A LARGE BOULDER ON TOP OF THE HILL.
 DV1863'
 DV1863'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---DYNA RM 1 1986---.  IT IS
 DV1863'SET IN TOP OF A LARGE BOULDER.
 DV1863'
 DV1863'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---DYNA RM 2 1986---.  IT IS
 DV1863'SET IN TOP OF A LARGE BOULDER.
 DV1863'
 DV1863'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---DYNA AZ 1986---.  IT IS
 DV1863'SET IN TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF A HILL.
 DV1863'
 DV1863'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND HAPPY VALLEY ROAD
 DV1863'A FEW MILES NORTH OF PHOENIX TRAVEL WEST ALONG HAPPY VALLEY ROAD FOR
 DV1863'3.0 MILES TO 51 AVENUE.  TURN RIGHT AND TRAVEL NORTH ALONG 51 AVENUE
 DV1863'FOR 1.6 MILES TO THE CAP CANEL, CONTINUE NORTH FOR 0.4 MILE TO A
 DV1863'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE NORTH ALONG 51ST
 DV1863'AVENUE FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND TRAVEL EAST
 DV1863'0.6 MILE TO THE END OF TRUCK TRAVEL BETWEEN 2 HILLS.  THE AZIMUTH MARK
 DV1863'IS ON TOP OF THE HILL ON THE LEFT AND THE STATION IS ON TOP OF THE
 DV1863'HILL ON THE RIGHT OR SOUTH.
 DV1863
 DV1863                          STATION RECOVERY (2008)
 DV1863
 DV1863'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1863'RECOVERED STATION DYNA, RM 1, RM 2 AND AZIMUTH MARK ALL IN GOOD
 DV1863'CONDITION. HANDHELD GPSR
 DV1863'INDICATED COORDINATES OF N 33 44.670' W 112 09.691' FOR THE AZIMUTH
 DV1863'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2231 ***********************************************************************
 DV2231  DESIGNATION -  DYSART
 DV2231  PID         -  DV2231
 DV2231  STATE/COUNTY-  AZ/MARICOPA
 DV2231  USGS QUAD   -  TOLLESON (1982)
 DV2231
 DV2231                         *CURRENT SURVEY CONTROL
 DV2231  ___________________________________________________________________
 DV2231* NAD 83(2007)-  33 27 28.18709(N)    112 20 29.09838(W)     ADJUSTED  
 DV2231* NAVD 88     -       308.9    (meters)    1013.     (feet)  VERTCON   
 DV2231  ___________________________________________________________________
 DV2231  EPOCH DATE  -        2007.00
 DV2231  X           -  -2,024,880.304 (meters)                     COMP
 DV2231  Y           -  -4,927,020.831 (meters)                     COMP
 DV2231  Z           -   3,496,586.754 (meters)                     COMP
 DV2231  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DV2231  ELLIP HEIGHT-         278.768 (meters)          (02/10/07) ADJUSTED
 DV2231  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV2231
 DV2231  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2231  Type    PID    Designation                      North   East  Ellip
 DV2231  -------------------------------------------------------------------
 DV2231  NETWORK DV2231 DYSART                            1.39   1.04   2.86
 DV2231  -------------------------------------------------------------------
 DV2231
 DV2231.The horizontal coordinates were established by GPS observations
 DV2231.and adjusted by the National Geodetic Survey in February 2007.
 DV2231
 DV2231.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2231.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2231.The horizontal coordinates are valid at the epoch date displayed above.
 DV2231.The epoch date for horizontal control is a decimal equivalence
 DV2231.of Year/Month/Day.
 DV2231
 DV2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2231
 DV2231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2231
 DV2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2231
 DV2231.The ellipsoidal height was determined by GPS observations
 DV2231.and is referenced to NAD 83.
 DV2231
 DV2231.The geoid height was determined by GEOID03.
 DV2231
 DV2231;                    North         East     Units Scale Factor Converg.
 DV2231;SPC AZ C     -   272,604.382   173,875.870   MT  0.99991921   -0 14 03.0
 DV2231;SPC AZ C     -   894,371.33    570,458.89   iFT  0.99991921   -0 14 03.0
 DV2231;UTM  12      - 3,702,848.502   375,337.169   MT  0.99979160   -0 44 22.7
 DV2231
 DV2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2231!SPC AZ C     -   0.99995624  x   0.99991921  =   0.99987545
 DV2231!UTM  12      -   0.99995624  x   0.99979160  =   0.99974785
 DV2231
 DV2231                          SUPERSEDED SURVEY CONTROL
 DV2231
 DV2231  ELLIP H (06/11/02)  278.798  (m)                       GP(       ) 4 2
 DV2231  NAD 83(1992)-  33 27 28.18528(N)    112 20 29.09795(W) AD(       ) 1
 DV2231  ELLIP H (08/23/93)  278.938  (m)                       GP(       ) 4 2
 DV2231  NAD 83(1986)-  33 27 28.17953(N)    112 20 29.10404(W) AD(       ) 1
 DV2231  NGVD 29 (09/11/89)  308.3    (m)         1011.     (f) GPS OBS     3  
 DV2231
 DV2231.Superseded values are not recommended for survey control.
 DV2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2231.See file dsdata.txt to determine how the superseded data were derived.
 DV2231
 DV2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7533702849(NAD 83)
 DV2231_MARKER: DD = SURVEY DISK
 DV2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2231+STABILITY: SURFACE MOTION
 DV2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2231+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2006
 DV2231
 DV2231  HISTORY     - Date     Condition        Report By
 DV2231  HISTORY     - 1986     MONUMENTED       AZDT
 DV2231  HISTORY     - 20061104 GOOD             GEOCAC
 DV2231
 DV2231                          STATION DESCRIPTION
 DV2231
 DV2231'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2231'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH-NORTHEAST OF
 DV2231'GOODYEAR, ARIZONA.
 DV2231'
 DV2231'TO REACH THE STATION FROM THE INTERSECTION OF LITCHFIELD ROAD
 DV2231'AND YUMA ROAD IN GOODYEAR, ARIZONA, GO NORTH ON LITCHFIELD ROAD
 DV2231'FOR 2.43 KM (1.5 MI) TO THE INTERSECTION OF LITCHFIELD ROAD AND
 DV2231'INTERSTATE HWY. 10, TURN EAST ON INTERSTATE HWY. 10 FOR 1.62 KM
 DV2231'(1.0 MI) TO THE INTERSECTION OF INTERSTATE HWY. 10 AND DYSART ROAD
 DV2231'AND TO THE STATION ON THE LEFT IN THE MEDIAN STRIP.
 DV2231'
 DV2231'THE STATION IS A STANDARD A.G.S. DISK
 DV2231'STAMPED---DYSART 1986---,
 DV2231'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2231'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2231'2.68 METERS (8.8 FT) EAST FROM A CHAIN LINK FENCE,
 DV2231'1.68 METERS (5.5 FT) WEST-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2231'11.28 METERS (37.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 DV2231'THE EASTBOUND OVERPASS CONCRETE WALL,
 DV2231'11.28 METERS (37.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DV2231'THE WESTBOUND OVERPASS CONCRETE WALL,
 DV2231'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2231'STAMPED---DYSART 1986---,
 DV2231'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2231
 DV2231                          STATION RECOVERY (2006)
 DV2231
 DV2231'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0271 ***********************************************************************
 DU0271  DESIGNATION -  E 101
 DU0271  PID         -  DU0271
 DU0271  STATE/COUNTY-  AZ/GILA
 DU0271  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0271
 DU0271                         *CURRENT SURVEY CONTROL
 DU0271  ___________________________________________________________________
 DU0271* NAD 83(1986)-  33 29 40.     (N)    110 42 53.     (W)     SCALED    
 DU0271* NAVD 88     -      1389.317  (meters)    4558.12   (feet)  ADJUSTED  
 DU0271  ___________________________________________________________________
 DU0271  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DU0271  DYNAMIC HT  -        1387.370 (meters)    4551.73  (feet)  COMP
 DU0271  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 DU0271
 DU0271  VERT ORDER  -  SECOND    CLASS 0
 DU0271
 DU0271.The horizontal coordinates were scaled from a topographic map and have
 DU0271.an estimated accuracy of +/- 6 seconds.
 DU0271
 DU0271.The orthometric height was determined by differential leveling
 DU0271.and adjusted in June 1991.
 DU0271
 DU0271.The geoid height was determined by GEOID03.
 DU0271
 DU0271.The dynamic height is computed by dividing the NAVD 88
 DU0271.geopotential number by the normal gravity value computed on the
 DU0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0271.degrees latitude (g = 980.6199 gals.).
 DU0271
 DU0271.The modeled gravity was interpolated from observed gravity values.
 DU0271
 DU0271;                    North         East    Units  Estimated Accuracy
 DU0271;SPC AZ E     -   276,720.      162,440.      MT  (+/- 180 meters Scaled)
 DU0271
 DU0271                          SUPERSEDED SURVEY CONTROL
 DU0271
 DU0271  NGVD 29 (??/??/92) 1388.633  (m)         4555.87   (f) ADJ UNCH    2 0
 DU0271
 DU0271.Superseded values are not recommended for survey control.
 DU0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0271.See file dsdata.txt to determine how the superseded data were derived.
 DU0271
 DU0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC265061(NAD 83)
 DU0271_MARKER: DD = SURVEY DISK
 DU0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0271_STAMPING: E-101 1935
 DU0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0271+STABILITY: SURFACE MOTION
 DU0271
 DU0271  HISTORY     - Date     Condition        Report By
 DU0271  HISTORY     - 1935     MONUMENTED       USFS
 DU0271  HISTORY     - 1935     GOOD             NGS
 DU0271  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0271  HISTORY     - 20040302 MARK NOT FOUND   AZ-007
 DU0271
 DU0271                          STATION DESCRIPTION
 DU0271
 DU0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0271'9.9 MI NE FROM GLOBE.
 DU0271'9.9 MI. N.E. OF, ALONG U.S. HWY., NO. 60.  ON A LOW BANK, 120 FT.
 DU0271'SOUTH OF HIGHWAY R.O.W. MARKER NO. 466+08 AND 30 FT. WEST OF THE
 DU0271'CENTER LINE OF THE HIGHWAY.
 DU0271
 DU0271                          STATION RECOVERY (1979)
 DU0271
 DU0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0271'NOTE=THE HIGHWAY HAS BEEN WIDENED AND REALIGNED.
 DU0271
 DU0271                          STATION RECOVERY (2004)
 DU0271
 DU0271'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0356 ***********************************************************************
 DU0356  DESIGNATION -  E 102
 DU0356  PID         -  DU0356
 DU0356  STATE/COUNTY-  AZ/GILA
 DU0356  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0356
 DU0356                         *CURRENT SURVEY CONTROL
 DU0356  ___________________________________________________________________
 DU0356* NAD 83(1986)-  33 47 59.     (N)    110 35 31.     (W)     SCALED    
 DU0356* NAVD 88     -      1438.584  (meters)    4719.75   (feet)  ADJUSTED  
 DU0356  ___________________________________________________________________
 DU0356  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DU0356  DYNAMIC HT  -        1436.578 (meters)    4713.17  (feet)  COMP
 DU0356  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 DU0356
 DU0356  VERT ORDER  -  SECOND    CLASS 0
 DU0356
 DU0356.The horizontal coordinates were scaled from a topographic map and have
 DU0356.an estimated accuracy of +/- 6 seconds.
 DU0356
 DU0356.The orthometric height was determined by differential leveling
 DU0356.and adjusted in June 1991.
 DU0356
 DU0356.The geoid height was determined by GEOID03.
 DU0356
 DU0356.The dynamic height is computed by dividing the NAVD 88
 DU0356.geopotential number by the normal gravity value computed on the
 DU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0356.degrees latitude (g = 980.6199 gals.).
 DU0356
 DU0356.The modeled gravity was interpolated from observed gravity values.
 DU0356
 DU0356;                    North         East    Units  Estimated Accuracy
 DU0356;SPC AZ E     -   310,520.      173,980.      MT  (+/- 180 meters Scaled)
 DU0356
 DU0356                          SUPERSEDED SURVEY CONTROL
 DU0356
 DU0356  NGVD 29 (??/??/92) 1437.912  (m)         4717.55   (f) ADJ UNCH    2 0
 DU0356
 DU0356.Superseded values are not recommended for survey control.
 DU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0356.See file dsdata.txt to determine how the superseded data were derived.
 DU0356
 DU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC377400(NAD 83)
 DU0356_MARKER: DD = SURVEY DISK
 DU0356_SETTING: 80 = SET IN A BOULDER
 DU0356_SP_SET: BOULDER
 DU0356_STAMPING: E-102 1935
 DU0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0356+STABILITY: SURFACE MOTION
 DU0356
 DU0356  HISTORY     - Date     Condition        Report By
 DU0356  HISTORY     - 1935     MONUMENTED       USFS
 DU0356  HISTORY     - 1935     GOOD             NGS
 DU0356
 DU0356                          STATION DESCRIPTION
 DU0356
 DU0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0356'41.6 MI NE FROM GLOBE.
 DU0356'33.5 MI. N.E. OF ALONG U.S. HWY NO. 60, THENCE 8.1 MI. N.W. ON ROAD TO
 DU0356'REGAL MINE.  THE ROAD IS DESCENDING A LONG HILL HERE, SET IN A LARGE
 DU0356'GRANITE BOULDER ON A BENCH, 60 FT. NORTHEAST OF THE CENTER LINE OF THE
 DU0356'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0484 ***********************************************************************
 ET0484  DESIGNATION -  E 103
 ET0484  PID         -  ET0484
 ET0484  STATE/COUNTY-  AZ/YAVAPAI
 ET0484  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0484
 ET0484                         *CURRENT SURVEY CONTROL
 ET0484  ___________________________________________________________________
 ET0484* NAD 83(1986)-  34 50 26.     (N)    112 51 22.     (W)     SCALED    
 ET0484* NAVD 88     -      1669.211  (meters)    5476.40   (feet)  POSTED    
 ET0484  ___________________________________________________________________
 ET0484  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 ET0484  DYNAMIC HT  -        1666.960 (meters)    5469.02  (feet)  COMP
 ET0484  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 ET0484
 ET0484  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0484
 ET0484.The horizontal coordinates were scaled from a topographic map and have
 ET0484.an estimated accuracy of +/- 6 seconds.
 ET0484
 ET0484.The orthometric height was determined by differential leveling
 ET0484.and adjusted in November 2005.
 ET0484.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0484.was located on a no-check spur therefore a value was not computed.
 ET0484.No vertical observational check was made to the station.
 ET0484
 ET0484.The geoid height was determined by GEOID03.
 ET0484
 ET0484.The dynamic height is computed by dividing the NAVD 88
 ET0484.geopotential number by the normal gravity value computed on the
 ET0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0484.degrees latitude (g = 980.6199 gals.).
 ET0484
 ET0484.The modeled gravity was interpolated from observed gravity values.
 ET0484
 ET0484;                    North         East    Units  Estimated Accuracy
 ET0484;SPC AZ C     -   426,290.      127,440.      MT  (+/- 180 meters Scaled)
 ET0484
 ET0484                          SUPERSEDED SURVEY CONTROL
 ET0484
 ET0484  NGVD 29 (??/??/92) 1668.284  (m)         5473.36   (f) ADJ UNCH    2 0
 ET0484
 ET0484.Superseded values are not recommended for survey control.
 ET0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0484.See file dsdata.txt to determine how the superseded data were derived.
 ET0484
 ET0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD302569(NAD 83)
 ET0484_MARKER: DD = SURVEY DISK
 ET0484_SETTING: 66 = SET IN ROCK OUTCROP
 ET0484_SP_SET: GRANITE LEDGE
 ET0484_STAMPING: E 103 1935
 ET0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0484+STABILITY: POSITION/ELEVATION WELL
 ET0484
 ET0484  HISTORY     - Date     Condition        Report By
 ET0484  HISTORY     - 1935     MONUMENTED       USFS
 ET0484  HISTORY     - 1935     GOOD             NGS
 ET0484
 ET0484                          STATION DESCRIPTION
 ET0484
 ET0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0484'7.4 MI SE FROM WALNUT CREEK R S.
 ET0484'7.4 MI. S.E. ALONG ROADS TO SIMMONS AND SKULL VALLEY. 3.6 MI. N. OF
 ET0484'THE JUNCTION OF ROADS AT CAMP WOOD, THE SAN FRANCISCO PEAKS ARE
 ET0484'VISIBLE AT THIS POINT TO THE N.E. AT THE TOP OF A RIDGE OVER WHICH
 ET0484'ROAD TRAVELS, AND 36 FT. N.W. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0494 ***********************************************************************
 DU0494  DESIGNATION -  E 107
 DU0494  PID         -  DU0494
 DU0494  STATE/COUNTY-  AZ/PINAL
 DU0494  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0494
 DU0494                         *CURRENT SURVEY CONTROL
 DU0494  ___________________________________________________________________
 DU0494* NAD 83(1986)-  33 21 11.     (N)    111 27 40.     (W)     SCALED    
 DU0494* NAVD 88     -       545.20   (+/-2cm)    1788.7    (feet)  VERTCON   
 DU0494  ___________________________________________________________________
 DU0494  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU0494  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU0494
 DU0494.The horizontal coordinates were scaled from a topographic map and have
 DU0494.an estimated accuracy of +/- 6 seconds.
 DU0494
 DU0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0494.The vertical order pertains to the NGVD 29 superseded value.
 DU0494
 DU0494.The geoid height was determined by GEOID03.
 DU0494
 DU0494;                    North         East    Units  Estimated Accuracy
 DU0494;SPC AZ C     -   261,000.      255,760.      MT  (+/- 180 meters Scaled)
 DU0494
 DU0494                          SUPERSEDED SURVEY CONTROL
 DU0494
 DU0494  NGVD 29 (??/??/92)  544.645  (m)         1786.89   (f) ADJ UNCH    1 1
 DU0494
 DU0494.Superseded values are not recommended for survey control.
 DU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0494.See file dsdata.txt to determine how the superseded data were derived.
 DU0494
 DU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB570905(NAD 83)
 DU0494_MARKER: DB = BENCH MARK DISK
 DU0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0494_STAMPING: E 107 1935
 DU0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0494+STABILITY: SURFACE MOTION
 DU0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0494+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DU0494
 DU0494  HISTORY     - Date     Condition        Report By
 DU0494  HISTORY     - 1935     MONUMENTED       CGS
 DU0494  HISTORY     - 1975     GOOD             NGS
 DU0494  HISTORY     - 1975     GOOD             NGS
 DU0494  HISTORY     - 1975     GOOD             DOD
 DU0494  HISTORY     - 20040321 GOOD             USPSQD
 DU0494  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 DU0494
 DU0494                          STATION DESCRIPTION
 DU0494
 DU0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0494'6.7 MI SE FROM APACHE JUNCTION.
 DU0494'6.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM APACHE JUNCTION, 0.1
 DU0494'MILE WEST OF THE TOP OF A GRADE, 100 FEET WEST OF THE END OF A CUT, 35
 DU0494'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTHWEST OF A
 DU0494'GIANT CACTUS WITH THREE BRANCHES, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 DU0494'THE HIGHWAY.  A STANDARD DISK, STAMPED E 107 1935 AND SET IN THE TOP
 DU0494'OF A CONCRETE POST.
 DU0494
 DU0494                          STATION RECOVERY (1975)
 DU0494
 DU0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0494'RECOVERED IN GOOD CONDITION.
 DU0494
 DU0494                          STATION RECOVERY (1975)
 DU0494
 DU0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0494'6.7 MILES SOUTHEAST ALONG U.S. HWY. 60, 80, AND 89 FROM THE JUNCTION
 DU0494'WITH ARIZONA 88 AT APACHE JUNCTION, 0.1 MILE WEST OF THE TOP OF A
 DU0494'GRADE, 100 FEET WEST OF THE END OF A CUT, 35 FEET SOUTH OF THE
 DU0494'CENTERLINE OF THE EASTBOUND LANE ABOUT 5 FEET ABOVE THE LEVEL OF THE
 DU0494'HIGHWAY.  A STANDARD DISK STAMPED E 107 1935 SET IN THE TOP OF A
 DU0494'CONCRETE POST.
 DU0494
 DU0494                          STATION RECOVERY (1975)
 DU0494
 DU0494'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DU0494'RECOVERED IN GOOD CONDITION.
 DU0494
 DU0494                          STATION RECOVERY (2004)
 DU0494
 DU0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0494'FOUND IN COOD CONDITION
 DU0494
 DU0494                          STATION RECOVERY (2007)
 DU0494
 DU0494'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0494'THERE ARE NO 'GIANT CACTI' (SAGUARO) IN THE VICINITY, AND THE ROADWAY
 DU0494'APPEARS TO HAVE BEEN RECENTLY WIDENED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0258 ***********************************************************************
 DU0258  DESIGNATION -  E 108
 DU0258  PID         -  DU0258
 DU0258  STATE/COUNTY-  AZ/GILA
 DU0258  USGS QUAD   -  PINAL RANCH (1979)
 DU0258
 DU0258                         *CURRENT SURVEY CONTROL
 DU0258  ___________________________________________________________________
 DU0258* NAD 83(1986)-  33 22 08.     (N)    110 56 05.     (W)     SCALED    
 DU0258* NAVD 88     -      1281.20   (+/-2cm)    4203.4    (feet)  VERTCON   
 DU0258  ___________________________________________________________________
 DU0258  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DU0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0258
 DU0258.The horizontal coordinates were scaled from a topographic map and have
 DU0258.an estimated accuracy of +/- 6 seconds.
 DU0258
 DU0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0258.The vertical order pertains to the NGVD 29 superseded value.
 DU0258
 DU0258.The geoid height was determined by GEOID03.
 DU0258
 DU0258;                    North         East    Units  Estimated Accuracy
 DU0258;SPC AZ E     -   262,920.      141,890.      MT  (+/- 180 meters Scaled)
 DU0258
 DU0258                          SUPERSEDED SURVEY CONTROL
 DU0258
 DU0258  NGVD 29 (??/??/92) 1280.485  (m)         4201.06   (f) ADJ UNCH    2 0
 DU0258
 DU0258.Superseded values are not recommended for survey control.
 DU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0258.See file dsdata.txt to determine how the superseded data were derived.
 DU0258
 DU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB060921(NAD 83)
 DU0258_MARKER: DB = BENCH MARK DISK
 DU0258_SETTING: 66 = SET IN ROCK OUTCROP
 DU0258_SP_SET: ROCK OUTCROP
 DU0258_STAMPING: E-108 1935
 DU0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0258+STABILITY: POSITION/ELEVATION WELL
 DU0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0258+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU0258
 DU0258  HISTORY     - Date     Condition        Report By
 DU0258  HISTORY     - 1935     MONUMENTED       CGS
 DU0258  HISTORY     - 20060115 GOOD             USPSQD
 DU0258  HISTORY     - 20061112 GOOD             GEOCAC
 DU0258
 DU0258                          STATION DESCRIPTION
 DU0258
 DU0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0258'4.9 MI W FROM MIAMI.
 DU0258'4.9 MI W ALONG U.S. HWY NO. 60.  ABOUT 300 FEET E OF A STEEL
 DU0258'TRANSMISSION TOWER, 85 FEET W OF A PIPE TELEPHONE POLE, 29 FT N OF THE
 DU0258'NORTHERLY CORNER OF A CONCRETE CULVERT AT HIGHWAY STATION NO. 403-24,
 DU0258'AND 35 FEET N OF THE CENTERLINE OF THE ROAD.
 DU0258
 DU0258                          STATION RECOVERY (2006)
 DU0258
 DU0258'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0258'RECOVERED AS DESCRIBED. LOCATION IS GPS 33.22.10.1 N 110.56.05.1
 DU0258
 DU0258                          STATION RECOVERY (2006)
 DU0258
 DU0258'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0258'RECOVERED AS DESCRIBED. THE HIGHWAY HAS CHANGED, AND A NEW TO REACH
 DU0258'FOLLOWS.
 DU0258'FROM THE INTERSECTION OF MIAMI AVENUE AND US HIGHWAY 60 IN MIAMI
 DU0258'TRAVEL WEST 4.63 MILES ON US HIGHWAY 60 TO A TURNOUT ON THE RIGHT AT A
 DU0258'CUT-OFF SECTION OF THE OLD HIGHWAY.
 DU0258'TURN RIGHT AND TRAVEL 0.05 MILES NORTHEAST ALONG THE OLD ROADBED,
 DU0258'PASSING THROUGH A GATE IN A WIRE FENCE, TO THE MARK ON THE LEFT AS
 DU0258'DESCRIBED IN 1935. 29 FT NORTH OF THE NORTHERN CORNER OF A CONCRETE
 DU0258'CULVERT AND 35 FEET NORTH OF THE ROADWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0383 ***********************************************************************
 DA0383  DESIGNATION -  E 109
 DA0383  PID         -  DA0383
 DA0383  STATE/COUNTY-  AZ/PIMA
 DA0383  USGS QUAD   -  AJO SOUTH (1990)
 DA0383
 DA0383                         *CURRENT SURVEY CONTROL
 DA0383  ___________________________________________________________________
 DA0383* NAD 83(1986)-  32 15 17.     (N)    112 52 30.     (W)     SCALED    
 DA0383* NAVD 88     -       494.02   (+/-2cm)    1620.8    (feet)  VERTCON   
 DA0383  ___________________________________________________________________
 DA0383  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DA0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0383
 DA0383.The horizontal coordinates were scaled from a topographic map and have
 DA0383.an estimated accuracy of +/- 6 seconds.
 DA0383
 DA0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0383.The vertical order pertains to the NGVD 29 superseded value.
 DA0383
 DA0383.The geoid height was determined by GEOID03.
 DA0383
 DA0383;                    North         East    Units  Estimated Accuracy
 DA0383;SPC AZ C     -   139,510.      123,060.      MT  (+/- 180 meters Scaled)
 DA0383
 DA0383                          SUPERSEDED SURVEY CONTROL
 DA0383
 DA0383  NGVD 29 (??/??/92)  493.316  (m)         1618.49   (f) ADJ UNCH    2 0
 DA0383
 DA0383.Superseded values are not recommended for survey control.
 DA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0383.See file dsdata.txt to determine how the superseded data were derived.
 DA0383
 DA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233702(NAD 83)
 DA0383_MARKER: DB = BENCH MARK DISK
 DA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0383_STAMPING: E 109 1935
 DA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0383+STABILITY: SURFACE MOTION
 DA0383
 DA0383  HISTORY     - Date     Condition        Report By
 DA0383  HISTORY     - 1935     MONUMENTED       CGS
 DA0383  HISTORY     - 1952     GOOD             NGS
 DA0383
 DA0383                          STATION DESCRIPTION
 DA0383
 DA0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0383'10.7 MI S FROM AJO.
 DA0383'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0383'FROM THE STATION AT AJO, TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0383'HIGHWAY 86 TO THE JUNCTION OF DARBY WELL ROAD, THENCE 8.4 MILES
 DA0383'SOUTHWEST AND SOUTH ALONG DARBY WELL ROAD LEADING TO BATES WELL, TO BM
 DA0383'M 307, THENCE 0.25 MILE WEST CROSS COUNTRY, 90 FEET EAST OF THE CENTER
 DA0383'OF THE OLD ROAD AND CENTER OF A WASH, 31 1/2 FEET NORTHWEST OF THE
 DA0383'CENTER LINE OF THE OLD ROAD, 1.9 FEET NORTH OF THE WITNESS POST, AND
 DA0383'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0383'GROUND, AND ABOUT 1 FOOT HIGHER THAN THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0022 ***********************************************************************
 EU0022  DESIGNATION -  E 11
 EU0022  PID         -  EU0022
 EU0022  STATE/COUNTY-  AZ/MOHAVE
 EU0022  USGS QUAD   -  YUCCA SE (1970)
 EU0022
 EU0022                         *CURRENT SURVEY CONTROL
 EU0022  ___________________________________________________________________
 EU0022* NAD 83(1986)-  34 48 02.     (N)    114 01 56.     (W)     SCALED    
 EU0022* NAVD 88     -       762.60   (+/-2cm)    2502.0    (feet)  VERTCON   
 EU0022  ___________________________________________________________________
 EU0022  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EU0022  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0022
 EU0022.The horizontal coordinates were scaled from a topographic map and have
 EU0022.an estimated accuracy of +/- 6 seconds.
 EU0022
 EU0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0022.The vertical order pertains to the NGVD 29 superseded value.
 EU0022
 EU0022.The geoid height was determined by GEOID03.
 EU0022
 EU0022;                    North         East    Units  Estimated Accuracy
 EU0022;SPC AZ W     -   421,500.      187,540.      MT  (+/- 180 meters Scaled)
 EU0022
 EU0022                          SUPERSEDED SURVEY CONTROL
 EU0022
 EU0022  NGVD 29 (??/??/??)  761.846  (m)         2499.49   (f) ADJUSTED    1 2
 EU0022
 EU0022.Superseded values are not recommended for survey control.
 EU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0022.See file dsdata.txt to determine how the superseded data were derived.
 EU0022
 EU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU715549(NAD 83)
 EU0022_MARKER: DB = BENCH MARK DISK
 EU0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0022_STAMPING: 2499.490 E 11 1927
 EU0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0022+STABILITY: SURFACE MOTION
 EU0022
 EU0022  HISTORY     - Date     Condition        Report By
 EU0022  HISTORY     - 1927     MONUMENTED       CGS
 EU0022  HISTORY     - 1955     GOOD             NGS
 EU0022  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0022
 EU0022                          STATION DESCRIPTION
 EU0022
 EU0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EU0022'8.8 MI SE FROM YUCCA.
 EU0022'8.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM
 EU0022'THE POST OFFICE AT YUCCA, MOHAVE COUNTY, 0.3 MILE NORTHWEST OF
 EU0022'A GROUP OF LARGE BOULDERS WEST OF THE ROAD, 128 FEET EAST OF
 EU0022'A LARGE YUCCA TREE, AND 25.5 FEET SOUTHWEST OF THE CENTERLINE
 EU0022'OF THE ROAD.  A STANDARD DISK, STAMPED 2499.490 E 11 1927 AND
 EU0022'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EU0022'GROUND.
 EU0022
 EU0022                          STATION RECOVERY (1955)
 EU0022
 EU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 EU0022'RECOVERED IN GOOD CONDITION.
 EU0022
 EU0022                          STATION RECOVERY (1981)
 EU0022
 EU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0022'CONCRETE POST FOUND BROKEN UP, MARK BELIEVED DESTROYED, DISK NOT
 EU0022'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0434 ***********************************************************************
 DA0434  DESIGNATION -  E 110
 DA0434  PID         -  DA0434
 DA0434  STATE/COUNTY-  AZ/PIMA
 DA0434  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0434
 DA0434                         *CURRENT SURVEY CONTROL
 DA0434  ___________________________________________________________________
 DA0434* NAD 83(1986)-  32 05 27.     (N)    112 51 42.     (W)     SCALED    
 DA0434* NAVD 88     -       474.99   (+/-2cm)    1558.4    (feet)  VERTCON   
 DA0434  ___________________________________________________________________
 DA0434  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0434
 DA0434.The horizontal coordinates were scaled from a topographic map and have
 DA0434.an estimated accuracy of +/- 6 seconds.
 DA0434
 DA0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0434.The vertical order pertains to the NGVD 29 superseded value.
 DA0434
 DA0434.The geoid height was determined by GEOID03.
 DA0434
 DA0434;                    North         East    Units  Estimated Accuracy
 DA0434;SPC AZ C     -   121,330.      124,160.      MT  (+/- 180 meters Scaled)
 DA0434
 DA0434                          SUPERSEDED SURVEY CONTROL
 DA0434
 DA0434  NGVD 29 (??/??/92)  474.27   (m)         1556.0    (f) COMPUTED    2 0
 DA0434
 DA0434.Superseded values are not recommended for survey control.
 DA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0434.See file dsdata.txt to determine how the superseded data were derived.
 DA0434
 DA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA243520(NAD 83)
 DA0434_MARKER: DB = BENCH MARK DISK
 DA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0434_STAMPING: E 110 1935
 DA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0434+STABILITY: SURFACE MOTION
 DA0434
 DA0434  HISTORY     - Date     Condition        Report By
 DA0434  HISTORY     - 1935     MONUMENTED       CGS
 DA0434  HISTORY     - 1952     GOOD             NGS
 DA0434
 DA0434                          STATION DESCRIPTION
 DA0434
 DA0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0434'31.55 MI NW FROM LUKEVILLE.
 DA0434'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AND
 DA0434'STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING TO
 DA0434'QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0434'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0434'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 6.7 MILES
 DA0434'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON TO A
 DA0434'JUNCTION, THENCE 1.7 MILES NORTHEAST ALONG A ROAD LEADING NORTHEAST
 DA0434'AND NORTH, 51.4 FEET SOUTH OF AN IRON POLE (SIGNAL POLE), 30 1/2 FEET
 DA0434'WEST ACROSS A ROAD LEADING SOUTH FROM THE CENTER OF A SMALL WASH, 36
 DA0434'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD (ROUTE OF THE
 DA0434'LINE), 15 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 1.7
 DA0434'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 DA0434'IN A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0094 ***********************************************************************
 GR0094  HT_MOD      -  This is a Height Modernization Survey Station.
 GR0094  DESIGNATION -  E 111
 GR0094  PID         -  GR0094
 GR0094  STATE/COUNTY-  AZ/MOHAVE
 GR0094  USGS QUAD   -  MESQUITE (1985)
 GR0094
 GR0094                         *CURRENT SURVEY CONTROL
 GR0094  ___________________________________________________________________
 GR0094* NAD 83(2007)-  36 49 13.52664(N)    114 02 12.91492(W)     ADJUSTED  
 GR0094* NAVD 88     -       522.72   (meters)    1715.0    (feet)  GPS OBS   
 GR0094  ___________________________________________________________________
 GR0094  EPOCH DATE  -        2007.00
 GR0094  X           -  -2,082,392.779 (meters)                     COMP
 GR0094  Y           -  -4,669,031.290 (meters)                     COMP
 GR0094  Z           -   3,801,756.166 (meters)                     COMP
 GR0094  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 GR0094  ELLIP HEIGHT-         496.357 (meters)          (02/17/09) ADJUSTED
 GR0094  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 GR0094  HORZ ORDER  -  A
 GR0094  ELLP ORDER  -  FOURTH    CLASS I
 GR0094
 GR0094.The horizontal coordinates were established by GPS observations
 GR0094.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GR0094
 GR0094.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GR0094.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GR0094.The horizontal coordinates are valid at the epoch date displayed above.
 GR0094.The epoch date for horizontal control is a decimal equivalence
 GR0094.of Year/Month/Day.
 GR0094
 GR0094.The orthometric height was determined by GPS observations and a
 GR0094.high-resolution geoid model.
 GR0094.The orthometric height was determined by GPS observations and a
 GR0094.high-resolution geoid model using precise GPS observation and
 GR0094.processing techniques. It supersedes the leveled height previously
 GR0094.determined for this station.
 GR0094
 GR0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0094
 GR0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0094
 GR0094.The ellipsoidal height was determined by GPS observations
 GR0094.and is referenced to NAD 83.
 GR0094
 GR0094.The geoid height was determined by GEOID03.
 GR0094
 GR0094;                    North         East     Units Scale Factor Converg.
 GR0094;SPC AZ W     -   645,603.411   187,762.441   MT  0.99994140   -0 10 19.0
 GR0094;SPC AZ W     - 2,118,121.43    616,018.51   iFT  0.99994140   -0 10 19.0
 GR0094;UTM  11      - 4,079,049.558   764,295.308   MT  1.00046064   +1 46 36.6
 GR0094;UTM  12      - 4,079,256.482   229,116.573   MT  1.00050409   -1 49 16.2
 GR0094
 GR0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0094!SPC AZ W     -   0.99992211  x   0.99994140  =   0.99986351
 GR0094!UTM  11      -   0.99992211  x   1.00046064  =   1.00038271
 GR0094!UTM  12      -   0.99992211  x   1.00050409  =   1.00042616
 GR0094
 GR0094                          SUPERSEDED SURVEY CONTROL
 GR0094
 GR0094  NAVD 88 (06/15/91)  522.763  (m)         1715.10   (f) ADJUSTED    1 1
 GR0094  NGVD 29 (??/??/92)  522.050  (m)         1712.76   (f) ADJ UNCH    1 1
 GR0094
 GR0094.Superseded values are not recommended for survey control.
 GR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0094.See file dsdata.txt to determine how the superseded data were derived.
 GR0094
 GR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6429579050(NAD 83)
 GR0094_MARKER: DB = BENCH MARK DISK
 GR0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0094_STAMPING: E 111 1935
 GR0094_MARK LOGO: CGS   
 GR0094_PROJECTION: PROJECTING 40 CENTIMETERS
 GR0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GR0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0094+STABILITY: SURFACE MOTION
 GR0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0094+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GR0094
 GR0094  HISTORY     - Date     Condition        Report By
 GR0094  HISTORY     - 1935     MONUMENTED       CGS
 GR0094  HISTORY     - 1960     GOOD             NGS
 GR0094  HISTORY     - 1982     GOOD             NGS
 GR0094  HISTORY     - 20080910 GOOD             GEOANA
 GR0094
 GR0094                          STATION DESCRIPTION
 GR0094
 GR0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR0094'2.1 MI E FROM MESQUITE, NV.
 GR0094'IN MOHAVE COUNTY, ARIZONA, 2.1 MILES EAST ALONG U. S. HIGHWAY 91 FROM
 GR0094'THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, 0.2 MILE EAST OF A
 GR0094'LARGE CONCRETE CULVERT, 100 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY
 GR0094'POST, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH
 GR0094'OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE
 GR0094'GROUND.  A STANDARD DISK, STAMPED E 111 1935 AND SET IN THE TOP OF A
 GR0094'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 GR0094
 GR0094                          STATION RECOVERY (1982)
 GR0094
 GR0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0094'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0094'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GR0094'MESQUITE, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG OLD HIGHWAY 91, 0.8
 GR0094'KM (0.5 MI) NORTHEAST OF A DIRT ROAD LEADING SOUTHEAST, 0.15 KM (0.1
 GR0094'MI) SOUTHWEST OF A TELEPHONE LINE CROSSING THE OLD HIGHWAY, 15.2
 GR0094'METERS (50 FT) NORTHWEST OF THE OLD HIGHWAY CENTERLINE, 62.8 METERS
 GR0094'(204 FT) SOUTHWEST OF A BRACED 3 INCH ANGLE IRON RIGHT OF WAY FENCE
 GR0094'POST, 14.0 METERS (46 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE, 0.9
 GR0094'METER (3 FT) SOUTHEAST OF A 5 INCH CONCRETE RIGHT OF WAY POST.
 GR0094'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 GR0094'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GR0094
 GR0094                          STATION RECOVERY (2008)
 GR0094
 GR0094'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GR0094'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY DERLE WALKER
 GR0094'(MOHAVE COUNTY) FOLLOWS.
 GR0094' 
 GR0094'OWNERSHIP--MOHAVE COUNTY PUBLIC WORKS, OLD US HIGHWAY 91 RIGHT-OF-WAY,
 GR0094'P.O. BOX 7000, KINGMAN, ARIZONA.  PHONE 928-757-0910.
 GR0094' 
 GR0094'TO REACH FROM THE INTERSECTION OF SANDHILL BOULEVARD AND HILLSIDE ROAD
 GR0094'(OLD HIGHWAY 91), GO EAST-NORTHEAST ALONG OLD HIGHWAY 91 FOR 1.7 MI
 GR0094'(2.7 KM) TO MONUMENT 50 FT (15 M) LEFT (NORTH) OF HIGHWAY CENTERLINE,
 GR0094'0.2 MI (0.3 KM) EAST-NORTHEAST OF LARGE CONCRETE BOX CULVERT, 0.3 MI
 GR0094'(0.5 KM) EAST-NORTHEAST OF PAVED ROAD TO SOUTH, 204 FT (62 M)
 GR0094'SOUTHWEST OF A BRACED 3 INCH (8 CM) ANGLE IRON RIGHT-OF-WAY FENCE
 GR0094'POST, 46 FT (14 M) SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2.6 FT
 GR0094'(0.8 M) SOUTH-SOUTHEAST OF A 0.4 FT (0.1 M) 2.6 FT (0.8 M) TALL
 GR0094'TRIANGULAR CONCRETE POST (NO MARKINGS), 1.9 FT (0.6 M) EAST-NORTHEAST
 GR0094'OF A CARSONITE WITNESS POST, 41.3 FT (12.6 M) SOUTH-SOUTHEAST OF A
 GR0094'POWER POLE, 21.1 FT (6.4 M) SOUTH-SOUTHEAST OF A POWER POLE GUY
 GR0094'ANCHOR.
 GR0094' 
 GR0094'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISC
 GR0094'SET IN THE TOP OF A 0.8 FT (0.2 M) SQUARE CONCRETE POST PROJECTING 1.0
 GR0094'FT (0.3 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0710 ***********************************************************************
 CZ0710  DESIGNATION -  E 112
 CZ0710  PID         -  CZ0710
 CZ0710  STATE/COUNTY-  AZ/PIMA
 CZ0710  USGS QUAD   -  JAYNES (1992)
 CZ0710
 CZ0710                         *CURRENT SURVEY CONTROL
 CZ0710  ___________________________________________________________________
 CZ0710* NAD 83(1986)-  32 19 34.     (N)    111 07 13.     (W)     SCALED    
 CZ0710* NAVD 88     -       720.15   (+/-2cm)    2362.7    (feet)  VERTCON   
 CZ0710  ___________________________________________________________________
 CZ0710  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0710
 CZ0710.The horizontal coordinates were scaled from a topographic map and have
 CZ0710.an estimated accuracy of +/- 6 seconds.
 CZ0710
 CZ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0710.The vertical order pertains to the NGVD 29 superseded value.
 CZ0710
 CZ0710.The geoid height was determined by GEOID03.
 CZ0710
 CZ0710;                    North         East    Units  Estimated Accuracy
 CZ0710;SPC AZ C     -   147,300.      288,340.      MT  (+/- 180 meters Scaled)
 CZ0710
 CZ0710                          SUPERSEDED SURVEY CONTROL
 CZ0710
 CZ0710  NGVD 29 (??/??/92)  719.490  (m)         2360.53   (f) ADJ UNCH    2 0
 CZ0710
 CZ0710.Superseded values are not recommended for survey control.
 CZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0710.See file dsdata.txt to determine how the superseded data were derived.
 CZ0710
 CZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA886765(NAD 83)
 CZ0710_MARKER: DB = BENCH MARK DISK
 CZ0710_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0710_SP_SET: RED OUTCROP
 CZ0710_STAMPING: E 112 1933
 CZ0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0710+STABILITY: POSITION/ELEVATION WELL
 CZ0710
 CZ0710  HISTORY     - Date     Condition        Report By
 CZ0710  HISTORY     - 1935     MONUMENTED       CGS
 CZ0710  HISTORY     - 1951     GOOD             NGS
 CZ0710  HISTORY     - 20060405 MARK NOT FOUND   NGS
 CZ0710
 CZ0710                          STATION DESCRIPTION
 CZ0710
 CZ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0710'3.25 MI SW FROM CORTARO.
 CZ0710'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0710'CORTARO, THENCE 1.5 MILES SOUTHWEST ALONG KINNEY ROAD, 0.4 MILE EAST
 CZ0710'OF A SUMMIT AND ENTRANCE TO THE TUCSON MOUNTAIN PARK, IN THE TOP OF
 CZ0710'THE SOUTHEAST SIDE OF A 10 BY 12 FEET RED OUTCROP PROJECTING 6 FEET
 CZ0710'ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE TOP OF A ROCK, 90
 CZ0710'FEET EAST OF THE CENTER OF THE ROAD AND A SMALL WASH, 17 1/2 FEET
 CZ0710'NORTH OF THE CENTER LINE OF THE KINNEY ROAD, 5.9 FEET SOUTH OF A
 CZ0710'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 CZ0710
 CZ0710                          STATION RECOVERY (2006)
 CZ0710
 CZ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0710'ROAD IS NOW CALLED PICTURE ROCKS ROAD.  OUTCROP HAS ERODED AND MARK
 CZ0710'WAS NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0401 ***********************************************************************
 CG0401  DESIGNATION -  E 113
 CG0401  PID         -  CG0401
 CG0401  STATE/COUNTY-  AZ/PIMA
 CG0401  USGS QUAD   -  STEVENS MTN (1982)
 CG0401
 CG0401                         *CURRENT SURVEY CONTROL
 CG0401  ___________________________________________________________________
 CG0401* NAD 83(1986)-  31 59 12.     (N)    111 22 16.     (W)     SCALED    
 CG0401* NAVD 88     -       845.24   (+/-2cm)    2773.1    (feet)  VERTCON   
 CG0401  ___________________________________________________________________
 CG0401  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0401
 CG0401.The horizontal coordinates were scaled from a topographic map and have
 CG0401.an estimated accuracy of +/- 6 seconds.
 CG0401
 CG0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0401.The vertical order pertains to the NGVD 29 superseded value.
 CG0401
 CG0401.The geoid height was determined by GEOID03.
 CG0401
 CG0401;                    North         East    Units  Estimated Accuracy
 CG0401;SPC AZ C     -   109,520.      264,910.      MT  (+/- 180 meters Scaled)
 CG0401
 CG0401                          SUPERSEDED SURVEY CONTROL
 CG0401
 CG0401  NGVD 29 (??/??/92)  844.521  (m)         2770.73   (f) ADJ UNCH    2 0
 CG0401
 CG0401.Superseded values are not recommended for survey control.
 CG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0401.See file dsdata.txt to determine how the superseded data were derived.
 CG0401
 CG0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA649390(NAD 83)
 CG0401_MARKER: DB = BENCH MARK DISK
 CG0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0401_STAMPING: E 113 1935
 CG0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0401+STABILITY: SURFACE MOTION
 CG0401
 CG0401  HISTORY     - Date     Condition        Report By
 CG0401  HISTORY     - 1935     MONUMENTED       CGS
 CG0401  HISTORY     - 1974     GOOD             USGS
 CG0401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0401
 CG0401                          STATION DESCRIPTION
 CG0401
 CG0401'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0401'7.35 MI S FROM THREE POINTS.
 CG0401'7.35 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0401'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 226 FEET SOUTHWEST OF THE
 CG0401'CENTER OF A ROAD AND A WASH CROSSING THE ROAD WITH A CONCRETE
 CG0401'RETAINING WALL, 46 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2.2
 CG0401'FEET SOUTH OF THE WITNESS POST, AND 1.7 FEET LOWER THAN THE ROAD, AND
 CG0401'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0401'GROUND.
 CG0401
 CG0401                          STATION RECOVERY (2001)
 CG0401
 CG0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0847 ***********************************************************************
 CZ0847  DESIGNATION -  E 114
 CZ0847  PID         -  CZ0847
 CZ0847  STATE/COUNTY-  AZ/PIMA
 CZ0847  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0847
 CZ0847                         *CURRENT SURVEY CONTROL
 CZ0847  ___________________________________________________________________
 CZ0847* NAD 83(1986)-  32 03 56.     (N)    111 02 44.     (W)     SCALED    
 CZ0847* NAVD 88     -       829.53   (+/-2cm)    2721.5    (feet)  VERTCON   
 CZ0847  ___________________________________________________________________
 CZ0847  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0847
 CZ0847.The horizontal coordinates were scaled from a topographic map and have
 CZ0847.an estimated accuracy of +/- 6 seconds.
 CZ0847
 CZ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0847.The vertical order pertains to the NGVD 29 superseded value.
 CZ0847
 CZ0847.The geoid height was determined by GEOID03.
 CZ0847
 CZ0847;                    North         East    Units  Estimated Accuracy
 CZ0847;SPC AZ C     -   118,470.      295,610.      MT  (+/- 180 meters Scaled)
 CZ0847
 CZ0847                          SUPERSEDED SURVEY CONTROL
 CZ0847
 CZ0847  NGVD 29 (??/??/92)  828.845  (m)         2719.30   (f) ADJ UNCH    2 0
 CZ0847
 CZ0847.Superseded values are not recommended for survey control.
 CZ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0847.See file dsdata.txt to determine how the superseded data were derived.
 CZ0847
 CZ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA957477(NAD 83)
 CZ0847_MARKER: DB = BENCH MARK DISK
 CZ0847_SETTING: 0 = UNSPECIFIED SETTING
 CZ0847_STAMPING: E 114 1935
 CZ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0847
 CZ0847  HISTORY     - Date     Condition        Report By
 CZ0847  HISTORY     - 1935     MONUMENTED       CGS
 CZ0847  HISTORY     - 1966     GOOD             USGS
 CZ0847
 CZ0847                          STATION DESCRIPTION
 CZ0847
 CZ0847'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0847'4.2 MI S FROM TUCSON.
 CZ0847'2.5 MILES WEST ALONG THE AJO HIGHWAY FROM THE U.S. VETERANS HOSPITAL
 CZ0847'TO MISSION ROAD, THEN SOUTH 8.4 MILES ALONG THE MISSION ROAD.  7.3
 CZ0847'MILES NORTH OF SAN XAVIER 0.3 MILES NORTH A T JUNCTION LEADING EAST,
 CZ0847'105 FEET SOUTH OF A CREEK, AT CURVE IN THE ROAD, AND 39 FEET EAST OF
 CZ0847'THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0483 ***********************************************************************
 CG0483  DESIGNATION -  E 115
 CG0483  PID         -  CG0483
 CG0483  STATE/COUNTY-  AZ/PIMA
 CG0483  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG0483
 CG0483                         *CURRENT SURVEY CONTROL
 CG0483  ___________________________________________________________________
 CG0483* NAD 83(1986)-  31 57 27.     (N)    111 13 43.     (W)     SCALED    
 CG0483* NAVD 88     -      1254.47   (+/-2cm)    4115.7    (feet)  VERTCON   
 CG0483  ___________________________________________________________________
 CG0483  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0483
 CG0483.The horizontal coordinates were scaled from a topographic map and have
 CG0483.an estimated accuracy of +/- 6 seconds.
 CG0483
 CG0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0483.The vertical order pertains to the NGVD 29 superseded value.
 CG0483
 CG0483.The geoid height was determined by GEOID03.
 CG0483
 CG0483;                    North         East    Units  Estimated Accuracy
 CG0483;SPC AZ C     -   106,360.      278,400.      MT  (+/- 180 meters Scaled)
 CG0483
 CG0483                          SUPERSEDED SURVEY CONTROL
 CG0483
 CG0483  NGVD 29 (??/??/92) 1253.672  (m)         4113.09   (f) ADJ UNCH    2 0
 CG0483
 CG0483.Superseded values are not recommended for survey control.
 CG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0483.See file dsdata.txt to determine how the superseded data were derived.
 CG0483
 CG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA783357(NAD 83)
 CG0483_MARKER: DB = BENCH MARK DISK
 CG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0483_STAMPING: E 115 1935
 CG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0483+STABILITY: SURFACE MOTION
 CG0483
 CG0483  HISTORY     - Date     Condition        Report By
 CG0483  HISTORY     - 1935     MONUMENTED       CGS
 CG0483  HISTORY     - 1976     GOOD             USGS
 CG0483
 CG0483                          STATION DESCRIPTION
 CG0483
 CG0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0483'0.7 MI N FROM SAN XAVIER.
 CG0483'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 9.7 MILES
 CG0483'SOUTHWEST ALONG THE SOTO RANCH ROAD.  0.4 MILE EAST OF A GATE ACROSS
 CG0483'THE ROAD, 0.1 MILE WEST OF THE JUNCTION OF A DIM ROAD LEADING
 CG0483'SOUTHWEST, AT THE SUMMIT OF A MOUNTAIN PASS, AND 60 FEET SOUTH OF THE
 CG0483'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 115 1935 AND SET
 CG0483'IN THE TOP OF A CONCRETE POST.
 CG0483
 CG0483                          STATION RECOVERY (1976)
 CG0483
 CG0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0483'SAN XAVIER, 2.1 MILE N. ALONG TWIN BUTTES ROAD TO CROSS RDS. TURN
 CG0483'LEFT, W. 1.6 MI TO T-RD, TURN LEFT, S. 1.0 MI TO ROAD BEND RIGHT,
 CG0483'CONTINUE WEST 1.0 MI. TO T-RD. TURN LEFT, S. 0.6 MI TO RANCH AND RD.
 CG0483'FORK. BEAR RIGHT, NW 2.2 MI TO TRANSMISSION LINE X-ING, CONTINUE
 CG0483'WEST-SOUTHWEST 3.4 MI TO T-RD. TURN RIGHT NE 1.5 MILE ROAD. FORK,
 CG0483'TURN LEFT, SOUTH 1.0 MI TO T-RD. TURN RIGHT, SW 0.3 MI TO CURVE AT
 CG0483'TOP OF RIDGE. 60 FT S. AND 5 FT E OF CENTERLINE RD. SET IN TOP OF
 CG0483'CONCRETE POST. A STANDARD DISK STAMPED E 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0666 ***********************************************************************
 FS0666  DESIGNATION -  E 116
 FS0666  PID         -  FS0666
 FS0666  STATE/COUNTY-  AZ/MOHAVE
 FS0666  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0666
 FS0666                         *CURRENT SURVEY CONTROL
 FS0666  ___________________________________________________________________
 FS0666* NAD 83(1986)-  35 29 32.     (N)    114 34 09.     (W)     SCALED    
 FS0666* NAVD 88     -       563.881  (meters)    1850.00   (feet)  POSTED    
 FS0666  ___________________________________________________________________
 FS0666  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FS0666  DYNAMIC HT  -         563.280 (meters)    1848.03  (feet)  COMP
 FS0666  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 FS0666
 FS0666  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0666
 FS0666.The horizontal coordinates were scaled from a topographic map and have
 FS0666.an estimated accuracy of +/- 6 seconds.
 FS0666
 FS0666.The orthometric height was determined by differential leveling
 FS0666.and adjusted by the  in 1992.
 FS0666.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0666.rate of 0.0 thru 1.0 mm/km.
 FS0666
 FS0666.The geoid height was determined by GEOID03.
 FS0666
 FS0666.The dynamic height is computed by dividing the NAVD 88
 FS0666.geopotential number by the normal gravity value computed on the
 FS0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0666.degrees latitude (g = 980.6199 gals.).
 FS0666
 FS0666.The modeled gravity was interpolated from observed gravity values.
 FS0666
 FS0666;                    North         East    Units  Estimated Accuracy
 FS0666;SPC AZ W     -   498,500.      139,030.      MT  (+/- 180 meters Scaled)
 FS0666
 FS0666                          SUPERSEDED SURVEY CONTROL
 FS0666
 FS0666  NGVD 29 (??/??/92)  563.147  (m)         1847.59   (f) ADJ UNCH    1 2
 FS0666
 FS0666.Superseded values are not recommended for survey control.
 FS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0666.See file dsdata.txt to determine how the superseded data were derived.
 FS0666
 FS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV205303(NAD 83)
 FS0666_MARKER: DB = BENCH MARK DISK
 FS0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0666_STAMPING: E 116 1935
 FS0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0666+STABILITY: SURFACE MOTION
 FS0666
 FS0666  HISTORY     - Date     Condition        Report By
 FS0666  HISTORY     - 1935     MONUMENTED       CGS
 FS0666  HISTORY     - 1950     GOOD             NGS
 FS0666
 FS0666                          STATION DESCRIPTION
 FS0666
 FS0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0666'22.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0666'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0666'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 14.9 MILES WEST
 FS0666'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0666'53 YARDS NORTH OF THE APPROXIMATE CENTER OF A WASH, 40 FEET SOUTH
 FS0666'OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST OF THE WITNESS
 FS0666'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0666'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0511 ***********************************************************************
 CG0511  DESIGNATION -  E 117
 CG0511  PID         -  CG0511
 CG0511  STATE/COUNTY-  AZ/PIMA
 CG0511  USGS QUAD   -  SAUCITO MTN (1981)
 CG0511
 CG0511                         *CURRENT SURVEY CONTROL
 CG0511  ___________________________________________________________________
 CG0511* NAD 83(1986)-  31 41 20.     (N)    111 12 15.     (W)     SCALED    
 CG0511* NAVD 88     -      1040.42   (+/-2cm)    3413.4    (feet)  VERTCON   
 CG0511  ___________________________________________________________________
 CG0511  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CG0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0511
 CG0511.The horizontal coordinates were scaled from a topographic map and have
 CG0511.an estimated accuracy of +/- 6 seconds.
 CG0511
 CG0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0511.The vertical order pertains to the NGVD 29 superseded value.
 CG0511
 CG0511.The geoid height was determined by GEOID03.
 CG0511
 CG0511;                    North         East    Units  Estimated Accuracy
 CG0511;SPC AZ C     -    76,590.      280,910.      MT  (+/- 180 meters Scaled)
 CG0511
 CG0511                          SUPERSEDED SURVEY CONTROL
 CG0511
 CG0511  NGVD 29 (??/??/92) 1039.607  (m)         3410.78   (f) ADJ UNCH    2 0
 CG0511
 CG0511.Superseded values are not recommended for survey control.
 CG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0511.See file dsdata.txt to determine how the superseded data were derived.
 CG0511
 CG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA806059(NAD 83)
 CG0511_MARKER: DB = BENCH MARK DISK
 CG0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0511_STAMPING: E 117 1935
 CG0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0511+STABILITY: SURFACE MOTION
 CG0511
 CG0511  HISTORY     - Date     Condition        Report By
 CG0511  HISTORY     - 1935     MONUMENTED       CGS
 CG0511  HISTORY     - 1952     GOOD             NGS
 CG0511  HISTORY     - 20010331 GOOD             NGS
 CG0511
 CG0511                          STATION DESCRIPTION
 CG0511
 CG0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0511'9.5 MI SW FROM ARIVACA JUNCTION.
 CG0511'9.5 MILES SOUTHWEST ALONG ARIVACA ROAD FROM THE JUNCTION WITH U. S.
 CG0511'HIGHWAY 89 AT ARIVACA JUNCTION, ABOUT 1.7 MILES SOUTHWEST OF A SCHOOL,
 CG0511'176 FEET EAST OF A CONCRETE CULVERT, 101 FEET SOUTHEAST OF THE CENTER
 CG0511'LINE OF ARIVACA ROAD, 64 FEET NORTH OF A LARGE WASH, AND ABOUT LEVEL
 CG0511'WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0511'THE GROUND.
 CG0511
 CG0511                          STATION RECOVERY (2001)
 CG0511
 CG0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0511'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0221 ***********************************************************************
 CG0221  DESIGNATION -  E 118
 CG0221  PID         -  CG0221
 CG0221  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0221  USGS QUAD   -  RIO RICO (1981)
 CG0221
 CG0221                         *CURRENT SURVEY CONTROL
 CG0221  ___________________________________________________________________
 CG0221* NAD 83(1986)-  31 25 14.     (N)    110 58 36.     (W)     SCALED    
 CG0221* NAVD 88     -      1110.18   (+/-2cm)    3642.3    (feet)  VERTCON   
 CG0221  ___________________________________________________________________
 CG0221  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0221
 CG0221.The horizontal coordinates were scaled from a topographic map and have
 CG0221.an estimated accuracy of +/- 6 seconds.
 CG0221
 CG0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0221.The vertical order pertains to the NGVD 29 superseded value.
 CG0221
 CG0221.The geoid height was determined by GEOID03.
 CG0221
 CG0221;                    North         East    Units  Estimated Accuracy
 CG0221;SPC AZ C     -    47,010.      302,730.      MT  (+/- 180 meters Scaled)
 CG0221
 CG0221                          SUPERSEDED SURVEY CONTROL
 CG0221
 CG0221  NGVD 29 (??/??/92) 1109.309  (m)         3639.46   (f) ADJ UNCH    2 0
 CG0221
 CG0221.Superseded values are not recommended for survey control.
 CG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0221.See file dsdata.txt to determine how the superseded data were derived.
 CG0221
 CG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV022762(NAD 83)
 CG0221_MARKER: DB = BENCH MARK DISK
 CG0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0221_STAMPING: E 118 1935
 CG0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0221+STABILITY: SURFACE MOTION
 CG0221
 CG0221  HISTORY     - Date     Condition        Report By
 CG0221  HISTORY     - 1935     MONUMENTED       CGS
 CG0221  HISTORY     - 1976     GOOD             USGS
 CG0221
 CG0221                          STATION DESCRIPTION
 CG0221
 CG0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0221'7.3 MI N FROM NOGALES.
 CG0221'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0221'STATION AT NOGALES, THENCE 1.1 MILES WEST ALONG THE RUBY ROAD.  49
 CG0221'FEET WEST OF A T-ANGLE IN A FENCE LINE, 57 FEET SOUTH OF THE
 CG0221'CENTERLINE OF THE ROAD, 43 FEET EAST OF A GATE IN THE FENCE LINE AND A
 CG0221'RANCH ROAD LEADING SOUTHWEST, AND 3 FEET NORTH OF THE FENCE LINE. A
 CG0221'STANDARD DISK, STAMPED E 118 1935 AND SET IN THE TOP OF A CONCRETE
 CG0221'POST.
 CG0221
 CG0221                          STATION RECOVERY (1976)
 CG0221
 CG0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0221'NOGALES, 7.5 MI N. ALONG I-HWY. 19 TO INTERCHANGE, THENCE 0.1 MI W.
 CG0221'TO T-RD. TURN LEFT (S.) ALONG FRONTAGE RD., 0.4 MI TO T-RD. TURN
 CG0221'RIGHT (W.) 0.8 MI TO RD. FORK. 75 FT SW. OF RD. FORK. 18 FT E. OF
 CG0221'RD., 3 FT N. OF FENCE LINE. SET IN TOP OF CONC. POST. NGS DISK
 CG0221'STAMPED E 118 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0406 ***********************************************************************
 FS0406  DESIGNATION -  E 119
 FS0406  PID         -  FS0406
 FS0406  STATE/COUNTY-  AZ/MOHAVE
 FS0406  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0406
 FS0406                         *CURRENT SURVEY CONTROL
 FS0406  ___________________________________________________________________
 FS0406* NAD 83(1986)-  35 47 00.     (N)    114 28 43.     (W)     SCALED    
 FS0406* NAVD 88     -       699.422  (meters)    2294.69   (feet)  POSTED    
 FS0406  ___________________________________________________________________
 FS0406  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0406  DYNAMIC HT  -         698.680 (meters)    2292.25  (feet)  COMP
 FS0406  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 FS0406
 FS0406  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0406
 FS0406.The horizontal coordinates were scaled from a topographic map and have
 FS0406.an estimated accuracy of +/- 6 seconds.
 FS0406
 FS0406.The orthometric height was determined by differential leveling
 FS0406.and adjusted by the  in 1992.
 FS0406.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0406.rate of 0.0 thru 1.0 mm/km.
 FS0406
 FS0406.The geoid height was determined by GEOID03.
 FS0406
 FS0406.The dynamic height is computed by dividing the NAVD 88
 FS0406.geopotential number by the normal gravity value computed on the
 FS0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0406.degrees latitude (g = 980.6199 gals.).
 FS0406
 FS0406.The modeled gravity was interpolated from observed gravity values.
 FS0406
 FS0406;                    North         East    Units  Estimated Accuracy
 FS0406;SPC AZ W     -   530,740.      147,490.      MT  (+/- 180 meters Scaled)
 FS0406
 FS0406                          SUPERSEDED SURVEY CONTROL
 FS0406
 FS0406  NGVD 29 (??/??/92)  698.669  (m)         2292.22   (f) ADJ UNCH    1 1
 FS0406
 FS0406.Superseded values are not recommended for survey control.
 FS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0406.See file dsdata.txt to determine how the superseded data were derived.
 FS0406
 FS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278628(NAD 83)
 FS0406_MARKER: DB = BENCH MARK DISK
 FS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0406_STAMPING: E 119 1935
 FS0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0406+STABILITY: SURFACE MOTION
 FS0406
 FS0406  HISTORY     - Date     Condition        Report By
 FS0406  HISTORY     - 1935     MONUMENTED       CGS
 FS0406  HISTORY     - 1950     GOOD             NGS
 FS0406  HISTORY     - 1963     GOOD             NGS
 FS0406
 FS0406                          STATION DESCRIPTION
 FS0406
 FS0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0406'21.9 MI S FROM MOUTH OF DETRITAL WASH.
 FS0406'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0406'MEAD, THENCE 15.0 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 1.2
 FS0406'MILE EAST OF THE EAST EDGE OF DETRITAL WASH, AT THE Y JUNCTION
 FS0406'OF THE OLD ABANDONED WHITE HILLS ROAD, 65 1/2 FEET NORTH OF THE
 FS0406'CENTER LINE OF THE WHITE HILLS ROAD, 41 FEET WEST OF THE CENTER
 FS0406'LINE OF THE ROAD, 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FS0406'OF A SMALL DRY WASH, 2.8 FEET EAST OF A WITNESS POST, ABOUT 1
 FS0406'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0406'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0406
 FS0406                          STATION RECOVERY (1963)
 FS0406
 FS0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0678 ***********************************************************************
 ET0678  DESIGNATION -  E 12
 ET0678  PID         -  ET0678
 ET0678  STATE/COUNTY-  AZ/LA PAZ
 ET0678  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0678
 ET0678                         *CURRENT SURVEY CONTROL
 ET0678  ___________________________________________________________________
 ET0678* NAD 83(1992)-  34 05 34.87162(N)    113 33 05.39545(W)     ADJUSTED  
 ET0678* NAVD 88     -       599.753  (meters)    1967.69   (feet)  ADJUSTED  
 ET0678  ___________________________________________________________________
 ET0678  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 ET0678  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET0678  DYNAMIC HT  -         599.066 (meters)    1965.44  (feet)  COMP
 ET0678  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 ET0678
 ET0678  HORZ ORDER  -  SECOND
 ET0678  VERT ORDER  -  FIRST     CLASS II
 ET0678
 ET0678.The horizontal coordinates were established by classical geodetic methods
 ET0678.and adjusted by the National Geodetic Survey in August 1993.
 ET0678
 ET0678.The orthometric height was determined by differential leveling
 ET0678.and adjusted in June 1991.
 ET0678
 ET0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0678
 ET0678.The geoid height was determined by GEOID03.
 ET0678
 ET0678.The dynamic height is computed by dividing the NAVD 88
 ET0678.geopotential number by the normal gravity value computed on the
 ET0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0678.degrees latitude (g = 980.6199 gals.).
 ET0678
 ET0678.The modeled gravity was interpolated from observed gravity values.
 ET0678
 ET0678;                    North         East     Units Scale Factor Converg.
 ET0678;SPC AZ W     -   343,000.104   231,677.276   MT  0.99993747   +0 06 40.6
 ET0678;SPC AZ W     - 1,125,328.43    760,096.05   iFT  0.99993747   +0 06 40.6
 ET0678;UTM  12      - 3,775,409.064   264,602.627   MT  1.00028312   -1 25 51.1
 ET0678
 ET0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0678!SPC AZ W     -   0.99991056  x   0.99993747  =   0.99984804
 ET0678!UTM  12      -   0.99991056  x   1.00028312  =   1.00019366
 ET0678
 ET0678:                Primary Azimuth Mark                     Grid Az
 ET0678:SPC AZ W     -  VULCAN                                   172 03 45.7
 ET0678:UTM  12      -  VULCAN                                   173 36 17.4
 ET0678
 ET0678|---------------------------------------------------------------------|
 ET0678| PID    Reference Object                     Distance      Geod. Az  |
 ET0678|                                                           dddmmss.s |
 ET0678| ET1077 VULCAN                              APPROX. 1.8 KM 1721026.3 |
 ET0678|---------------------------------------------------------------------|
 ET0678
 ET0678                          SUPERSEDED SURVEY CONTROL
 ET0678
 ET0678  NAD 83(1986)-  34 05 34.86845(N)    113 33 05.40399(W) AD(       ) 2
 ET0678  NAD 27      -  34 05 34.78300(N)    113 33 02.66100(W) AD(       ) 2
 ET0678  NGVD 29 (??/??/92)  599.053  (m)         1965.39   (f) ADJ UNCH    1 2
 ET0678
 ET0678.Superseded values are not recommended for survey control.
 ET0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0678.See file dsdata.txt to determine how the superseded data were derived.
 ET0678
 ET0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6460375409(NAD 83)
 ET0678_MARKER: DB = BENCH MARK DISK
 ET0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0678_STAMPING: 1965.393 E 12 1927
 ET0678_MARK LOGO: CGS   
 ET0678_PROJECTION: PROJECTING 22 CENTIMETERS
 ET0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0678+STABILITY: SURFACE MOTION
 ET0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0678+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0678
 ET0678  HISTORY     - Date     Condition        Report By
 ET0678  HISTORY     - 1948     MONUMENTED       CGS
 ET0678  HISTORY     - 1955     GOOD             CGS
 ET0678  HISTORY     - 1955     GOOD             NGS
 ET0678  HISTORY     - 1981     GOOD             NGS
 ET0678  HISTORY     - 20081016 GOOD             GEOCAC
 ET0678
 ET0678                          STATION DESCRIPTION
 ET0678
 ET0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET0678'STATION IS LOCATED ABOUT 20.5 MILES NORTH ALONG A ROAD FROM
 ET0678'THE JUNCTION WITH U.S. HIGHWAY 60 AT WENDEN.  ABOUT 19.1
 ET0678'MILES SOUTHEAST OF THE HAND RANCH AT ALAMO CROSSING.  11.1
 ET0678'MILES NORTH OF CUNNINGHAM PASS.  ABOUT 1 MILE NORTH OF A
 ET0678'DOME-SHAPED HILL.  IN A WIDE FLAT NEAR THE WEST END OF A RIDGE.
 ET0678'ABOUT 80 YARDS NORTHWEST OF A BLAZED PALO VERDE TREE WEST
 ET0678'OF A DITCH AT THE WEST EDGE OF THE ROAD.  AND 22 PACES WEST OF
 ET0678'THE CENTER LINE OF THE ROAD.  A BRONZE USC AND GS BENCH MARK
 ET0678'DISK STAMPED, 1965.393 E 12 1927 AND SET IN THE TOP OF A
 ET0678'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 ET0678'
 ET0678'NO REFERENCE MARKS WERE SET.
 ET0678'
 ET0678'TRIANGULATION STATION, VULCAN 1948 IS THE AZIMUTH MARK.
 ET0678'
 ET0678'TO REACH FROM WENDEN, GO NORTH ON BLADED ROAD FOR 11.3 MILES
 ET0678'TO FORK.  TAKE RIGHT FORK AND GO 7.0 MILES TO FORK.  TAKE
 ET0678'LEFT FORK FOR 1.8 MILE TO STATION ON LEFT.
 ET0678
 ET0678                          STATION RECOVERY (1955)
 ET0678
 ET0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0678'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 ET0678'DESCRIPTION IS ADEQUATE.
 ET0678
 ET0678                          STATION RECOVERY (1955)
 ET0678
 ET0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0678'20.5 MI N FROM WENDEN.
 ET0678'20.5 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0678'WENDEN, YUMA COUNTY, 12.9 MILES SOUTH OF THE JUNCTION OF THE ROAD
 ET0678'LEADING TO CONGRESS JUNCTION, 11.1 MILES NORTH OF CUNNINGHAM PASS, 1.8
 ET0678'MILES NORTH OF THE Y-INTERSECTION OF A ROAD FROM THE RIGHT (IN THE V
 ET0678'OF WHICH ABOUT 1 MILE DISTANT IS A PROMINENT VOLCANIC HILL), IN A WIDE
 ET0678'FLAT NEAR THE WEST END OF A RIDGE, 80 YARDS NORTHWEST OF A BLAZED PALO
 ET0678'VERDE TREE WEST OF A DITCH AT THE WEST EDGE OF THE ROAD, AND 40 FEET
 ET0678'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 1965.393
 ET0678'E 12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 ET0678'ABOVE GROUND.  NOTE-- THIS MARK IS PRESCRIBED FOR USE AS A
 ET0678'TRIANGULATION STATION.
 ET0678
 ET0678                          STATION RECOVERY (1981)
 ET0678
 ET0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0678'31.9 KM (19.8 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0678'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, THENCE 0.3 KM (0.2 MI)
 ET0678'NORTH-NORTHWEST ALONG AN ABANDONED GRADED ROAD, AT THE Y JUNCTION OF
 ET0678'ANOTHER ABANDONED GRADED ROAD LEADING SOUTHWEST, SET IN THE CENTER OF
 ET0678'A PLYWOOD PALTFORM USED FOR TOTPGRAPHIC CONTROL, 12.2 METERS (40.0 FT)
 ET0678'WEST OF THE CENTERLINE OF THE DIRT ROAD LEADING NORTHWEST, 7.9 METERS
 ET0678'(26.0 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD LEADING SOUTHWEST,
 ET0678'73.2 METERS (240 FT) NORTHWEST OF A LONE BLAZED PALO VERDE TREE.
 ET0678'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 ET0678'THE MARK IS 0.3 M ABOVE THE GRADED ROAD.
 ET0678
 ET0678                          STATION RECOVERY (2008)
 ET0678
 ET0678'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0380 ***********************************************************************
 FS0380  DESIGNATION -  E 120
 FS0380  PID         -  FS0380
 FS0380  STATE/COUNTY-  AZ/MOHAVE
 FS0380  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0380
 FS0380                         *CURRENT SURVEY CONTROL
 FS0380  ___________________________________________________________________
 FS0380* NAD 83(1986)-  35 59 01.     (N)    114 28 51.     (W)     SCALED    
 FS0380* NAVD 88     -       452.750  (meters)    1485.40   (feet)  POSTED    
 FS0380  ___________________________________________________________________
 FS0380  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0380  DYNAMIC HT  -         452.300 (meters)    1483.92  (feet)  COMP
 FS0380  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 FS0380
 FS0380  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0380
 FS0380.The horizontal coordinates were scaled from a topographic map and have
 FS0380.an estimated accuracy of +/- 6 seconds.
 FS0380
 FS0380.The orthometric height was determined by differential leveling
 FS0380.and adjusted by the  in 1992.
 FS0380.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0380.rate of 1.1 thru 2.0 mm/km.
 FS0380
 FS0380.The geoid height was determined by GEOID03.
 FS0380
 FS0380.The dynamic height is computed by dividing the NAVD 88
 FS0380.geopotential number by the normal gravity value computed on the
 FS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0380.degrees latitude (g = 980.6199 gals.).
 FS0380
 FS0380.The modeled gravity was interpolated from observed gravity values.
 FS0380
 FS0380;                    North         East    Units  Estimated Accuracy
 FS0380;SPC AZ W     -   552,960.      147,460.      MT  (+/- 180 meters Scaled)
 FS0380
 FS0380                          SUPERSEDED SURVEY CONTROL
 FS0380
 FS0380  NGVD 29 (??/??/92)  452.03   (m)         1483.0    (f) COMPUTED    1 2
 FS0380
 FS0380.Superseded values are not recommended for survey control.
 FS0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0380.See file dsdata.txt to determine how the superseded data were derived.
 FS0380
 FS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV271850(NAD 83)
 FS0380_MARKER: DB = BENCH MARK DISK
 FS0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0380_STAMPING: E 120 1935
 FS0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0380+STABILITY: SURFACE MOTION
 FS0380
 FS0380  HISTORY     - Date     Condition        Report By
 FS0380  HISTORY     - 1935     MONUMENTED       CGS
 FS0380  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0380
 FS0380                          STATION DESCRIPTION
 FS0380
 FS0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0380'5.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0380'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE
 FS0380'HILLS ROAD TO JUNCTION OF DETRITAL WASH ROAD, 14.7 MILES NORTH
 FS0380'ALONG DETRITAL WASH ROAD, 26 FEET NORTH OF A CROSSWASH, 17
 FS0380'FEET WEST OF THE WEST EDGE OF DETRITAL WASH, AND ON THE WEST
 FS0380'BANK 8 FEET FROM THE BED OF THE WASH.  A STANDARD DISK, STAMPED
 FS0380'E 120 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 FS0380'POSSIBLE THAT THE MARK HAS BEEN COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0653 ***********************************************************************
 CG0653  DESIGNATION -  E 121
 CG0653  PID         -  CG0653
 CG0653  STATE/COUNTY-  AZ/PIMA
 CG0653  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0653
 CG0653                         *CURRENT SURVEY CONTROL
 CG0653  ___________________________________________________________________
 CG0653* NAD 83(1986)-  31 53 59.     (N)    111 40 21.     (W)     SCALED    
 CG0653* NAVD 88     -      1016.29   (+/-2cm)    3334.3    (feet)  VERTCON   
 CG0653  ___________________________________________________________________
 CG0653  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CG0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0653
 CG0653.The horizontal coordinates were scaled from a topographic map and have
 CG0653.an estimated accuracy of +/- 6 seconds.
 CG0653
 CG0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0653.The vertical order pertains to the NGVD 29 superseded value.
 CG0653
 CG0653.The geoid height was determined by GEOID03.
 CG0653
 CG0653;                    North         East    Units  Estimated Accuracy
 CG0653;SPC AZ C     -    99,780.      236,460.      MT  (+/- 180 meters Scaled)
 CG0653
 CG0653                          SUPERSEDED SURVEY CONTROL
 CG0653
 CG0653  NGVD 29 (??/??/92) 1015.520  (m)         3331.75   (f) ADJ UNCH    2 0
 CG0653
 CG0653.Superseded values are not recommended for survey control.
 CG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0653.See file dsdata.txt to determine how the superseded data were derived.
 CG0653
 CG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA364295(NAD 83)
 CG0653_MARKER: DB = BENCH MARK DISK
 CG0653_SETTING: 66 = SET IN ROCK OUTCROP
 CG0653_SP_SET: GRANITE OUTCROP
 CG0653_STAMPING: E 121 1935
 CG0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0653+STABILITY: POSITION/ELEVATION WELL
 CG0653
 CG0653  HISTORY     - Date     Condition        Report By
 CG0653  HISTORY     - 1935     MONUMENTED       CGS
 CG0653  HISTORY     - 1952     GOOD             NGS
 CG0653
 CG0653                          STATION DESCRIPTION
 CG0653
 CG0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0653'21.55 MI E FROM SELLS.
 CG0653'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0653'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 8.45 MILES
 CG0653'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, SOUTHEAST OF A POINT
 CG0653'WHERE THE ROAD CROSSES A LARGE WASH, SET IN THE TOP OF THE NORTHWEST
 CG0653'EDGE OF A GRANITE OUTCROP, 285 FEET SOUTHEAST OF THE CENTER OF THE
 CG0653'ROAD AND LARGE WASH, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CG0653'14 FEET SOUTHWEST OF A SMALL DRAIN, 3.1 FEET NORTH OF A WITNESS POST,
 CG0653'AND ABOUT 5 1/2 FEET HIGHER THAN THE ROAD, A METAL TAG ON A STAKE
 CG0653'STAMPED 3332.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0667 ***********************************************************************
 CG0667  DESIGNATION -  E 122
 CG0667  PID         -  CG0667
 CG0667  STATE/COUNTY-  AZ/PIMA
 CG0667  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0667
 CG0667                         *CURRENT SURVEY CONTROL
 CG0667  ___________________________________________________________________
 CG0667* NAD 83(1986)-  31 48 12.     (N)    111 40 52.     (W)     SCALED    
 CG0667* NAVD 88     -       923.12   (+/-2cm)    3028.6    (feet)  VERTCON   
 CG0667  ___________________________________________________________________
 CG0667  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CG0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0667
 CG0667.The horizontal coordinates were scaled from a topographic map and have
 CG0667.an estimated accuracy of +/- 6 seconds.
 CG0667
 CG0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0667.The vertical order pertains to the NGVD 29 superseded value.
 CG0667
 CG0667.The geoid height was determined by GEOID03.
 CG0667
 CG0667;                    North         East    Units  Estimated Accuracy
 CG0667;SPC AZ C     -    89,090.      235,660.      MT  (+/- 180 meters Scaled)
 CG0667
 CG0667                          SUPERSEDED SURVEY CONTROL
 CG0667
 CG0667  NGVD 29 (??/??/92)  922.351  (m)         3026.08   (f) ADJ UNCH    2 0
 CG0667
 CG0667.Superseded values are not recommended for survey control.
 CG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0667.See file dsdata.txt to determine how the superseded data were derived.
 CG0667
 CG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA355188(NAD 83)
 CG0667_MARKER: DB = BENCH MARK DISK
 CG0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0667_STAMPING: E 122 1935
 CG0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0667+STABILITY: SURFACE MOTION
 CG0667
 CG0667  HISTORY     - Date     Condition        Report By
 CG0667  HISTORY     - 1935     MONUMENTED       CGS
 CG0667  HISTORY     - 1952     GOOD             NGS
 CG0667
 CG0667                          STATION DESCRIPTION
 CG0667
 CG0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0667'8.9 MI E FROM TOPAWA.
 CG0667'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0667'TOPAWA, AT THE Y JUNCTION OF TOPAWA ROAD AND BABOQUIVARI FOOT HILLS
 CG0667'ROAD, 144 1/2 FEET SOUTH OF THE CENTER OF THE Y JUNCTION, 30 FEET
 CG0667'SOUTHEAST OF THE CENTER LINE OF BABOQUIVARI FOOT HILLS ROAD, 2.3 FEET
 CG0667'NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 CG0667'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0068 ***********************************************************************
 DU0068  DESIGNATION -  E 123
 DU0068  PID         -  DU0068
 DU0068  STATE/COUNTY-  AZ/GILA
 DU0068  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0068
 DU0068                         *CURRENT SURVEY CONTROL
 DU0068  ___________________________________________________________________
 DU0068* NAD 83(1986)-  33 34 24.     (N)    110 09 44.     (W)     SCALED    
 DU0068* NAVD 88     -      1608.663  (meters)    5277.76   (feet)  ADJUSTED  
 DU0068  ___________________________________________________________________
 DU0068  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DU0068  DYNAMIC HT  -        1606.298 (meters)    5270.00  (feet)  COMP
 DU0068  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 DU0068
 DU0068  VERT ORDER  -  SECOND    CLASS 0
 DU0068
 DU0068.The horizontal coordinates were scaled from a topographic map and have
 DU0068.an estimated accuracy of +/- 6 seconds.
 DU0068
 DU0068.The orthometric height was determined by differential leveling
 DU0068.and adjusted in June 1991.
 DU0068
 DU0068.The geoid height was determined by GEOID03.
 DU0068
 DU0068.The dynamic height is computed by dividing the NAVD 88
 DU0068.geopotential number by the normal gravity value computed on the
 DU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0068.degrees latitude (g = 980.6199 gals.).
 DU0068
 DU0068.The modeled gravity was interpolated from observed gravity values.
 DU0068
 DU0068;                    North         East    Units  Estimated Accuracy
 DU0068;SPC AZ E     -   285,330.      213,770.      MT  (+/- 180 meters Scaled)
 DU0068
 DU0068                          SUPERSEDED SURVEY CONTROL
 DU0068
 DU0068  NGVD 29 (??/??/92) 1607.927  (m)         5275.34   (f) ADJ UNCH    2 0
 DU0068
 DU0068.Superseded values are not recommended for survey control.
 DU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0068.See file dsdata.txt to determine how the superseded data were derived.
 DU0068
 DU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC777151(NAD 83)
 DU0068_MARKER: DB = BENCH MARK DISK
 DU0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0068_STAMPING: E 123 1935
 DU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0068+STABILITY: SURFACE MOTION
 DU0068
 DU0068  HISTORY     - Date     Condition        Report By
 DU0068  HISTORY     - 1935     MONUMENTED       CGS
 DU0068
 DU0068                          STATION DESCRIPTION
 DU0068
 DU0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0068'3.9 MI NW FROM WARM SPRING.
 DU0068'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0068'COUNTY, 10.2 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, 150 FEET
 DU0068'SOUTH OF THE CENTER OF A CURVE, AND 35 FEET WEST OF THE CENTERLINE OF
 DU0068'THE ROAD.  A STANDARD DISK, STAMPED E 123 1935 AND SET IN THE TOP OF A
 DU0068'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0481 ***********************************************************************
 FR0481  DESIGNATION -  E 124
 FR0481  PID         -  FR0481
 FR0481  STATE/COUNTY-  AZ/MOHAVE
 FR0481  USGS QUAD   -  ANTARES (1980)
 FR0481
 FR0481                         *CURRENT SURVEY CONTROL
 FR0481  ___________________________________________________________________
 FR0481* NAD 83(1986)-  35 24 59.     (N)    113 47 40.     (W)     SCALED    
 FR0481* NAVD 88     -      1098.987  (meters)    3605.59   (feet)  ADJUSTED  
 FR0481  ___________________________________________________________________
 FR0481  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FR0481  DYNAMIC HT  -        1097.682 (meters)    3601.31  (feet)  COMP
 FR0481  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 FR0481
 FR0481  VERT ORDER  -  FIRST     CLASS I
 FR0481
 FR0481.The horizontal coordinates were scaled from a topographic map and have
 FR0481.an estimated accuracy of +/- 6 seconds.
 FR0481
 FR0481.The orthometric height was determined by differential leveling
 FR0481.and adjusted in June 1991.
 FR0481
 FR0481.The geoid height was determined by GEOID03.
 FR0481
 FR0481.The dynamic height is computed by dividing the NAVD 88
 FR0481.geopotential number by the normal gravity value computed on the
 FR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0481.degrees latitude (g = 980.6199 gals.).
 FR0481
 FR0481.The modeled gravity was interpolated from observed gravity values.
 FR0481
 FR0481;                    North         East    Units  Estimated Accuracy
 FR0481;SPC AZ W     -   489,780.      209,320.      MT  (+/- 180 meters Scaled)
 FR0481
 FR0481                          SUPERSEDED SURVEY CONTROL
 FR0481
 FR0481  NGVD 29 (??/??/92) 1098.181  (m)         3602.95   (f) ADJ UNCH    1 1
 FR0481
 FR0481.Superseded values are not recommended for survey control.
 FR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0481.See file dsdata.txt to determine how the superseded data were derived.
 FR0481
 FR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE462228(NAD 83)
 FR0481_MARKER: DB = BENCH MARK DISK
 FR0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0481_STAMPING: E 124 1935
 FR0481_MARK LOGO: CGS   
 FR0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0481+STABILITY: SURFACE MOTION
 FR0481
 FR0481  HISTORY     - Date     Condition        Report By
 FR0481  HISTORY     - 1935     MONUMENTED       CGS
 FR0481  HISTORY     - 1940     GOOD             NGS
 FR0481  HISTORY     - 1961     GOOD             NGS
 FR0481  HISTORY     - 1982     GOOD             NGS
 FR0481
 FR0481                          STATION DESCRIPTION
 FR0481
 FR0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0481'5.1 MI NW FROM HACKBERRY.
 FR0481'5.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0481'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 0.9 MILE EAST OF THE
 FR0481'STATION SIGN AT ANTARES, 80 FEET EAST OF MILEPOST 494, AT CONCRETE
 FR0481'CULVERT E 494, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 12
 FR0481'FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN
 FR0481'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 124 1935.
 FR0481
 FR0481                          STATION RECOVERY (1961)
 FR0481
 FR0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0481'RECOVERED IN GOOD CONDITION.
 FR0481
 FR0481                          STATION RECOVERY (1982)
 FR0481
 FR0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0461 ***********************************************************************
 FS0461  DESIGNATION -  E 126
 FS0461  PID         -  FS0461
 FS0461  STATE/COUNTY-  AZ/MOHAVE
 FS0461  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0461
 FS0461                         *CURRENT SURVEY CONTROL
 FS0461  ___________________________________________________________________
 FS0461* NAD 83(1986)-  35 55 36.     (N)    114 06 11.     (W)     SCALED    
 FS0461* NAVD 88     -      1134.896  (meters)    3723.40   (feet)  POSTED    
 FS0461  ___________________________________________________________________
 FS0461  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FS0461  DYNAMIC HT  -        1133.630 (meters)    3719.25  (feet)  COMP
 FS0461  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 FS0461
 FS0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0461
 FS0461.The horizontal coordinates were scaled from a topographic map and have
 FS0461.an estimated accuracy of +/- 6 seconds.
 FS0461
 FS0461.The orthometric height was determined by differential leveling
 FS0461.and adjusted by the  in 1992.
 FS0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0461.rate of 0.0 thru 1.0 mm/km.
 FS0461
 FS0461.The geoid height was determined by GEOID03.
 FS0461
 FS0461.The dynamic height is computed by dividing the NAVD 88
 FS0461.geopotential number by the normal gravity value computed on the
 FS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0461.degrees latitude (g = 980.6199 gals.).
 FS0461
 FS0461.The modeled gravity was interpolated from observed gravity values.
 FS0461
 FS0461;                    North         East    Units  Estimated Accuracy
 FS0461;SPC AZ W     -   546,450.      181,500.      MT  (+/- 180 meters Scaled)
 FS0461
 FS0461                          SUPERSEDED SURVEY CONTROL
 FS0461
 FS0461  NGVD 29 (??/??/92) 1134.150  (m)         3720.96   (f) ADJ UNCH    1 1
 FS0461
 FS0461.Superseded values are not recommended for survey control.
 FS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0461.See file dsdata.txt to determine how the superseded data were derived.
 FS0461
 FS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV613796(NAD 83)
 FS0461_MARKER: DB = BENCH MARK DISK
 FS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0461_STAMPING: E 126 1935
 FS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0461+STABILITY: SURFACE MOTION
 FS0461
 FS0461  HISTORY     - Date     Condition        Report By
 FS0461  HISTORY     - 1935     MONUMENTED       CGS
 FS0461  HISTORY     - 1950     GOOD             NGS
 FS0461  HISTORY     - 1986     GOOD             USPSQD
 FS0461
 FS0461                          STATION DESCRIPTION
 FS0461
 FS0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0461'15.9 MI S FROM PIERCES FERRY.
 FS0461'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0461'RANGER STATION AT PIERCES FERRY, THENCE 2.5 MILES SOUTH ALONG
 FS0461'A DIRT ROAD, 0.3 MILE NORTH OF A LARGE ADOBE BUILDING, 72 FEET
 FS0461'NORTHWEST OF THE APPROXIMATE CENTER OF A WASH, 14 FEET EAST
 FS0461'OF THE CENTER LINE OF THE ROAD, 2.9 FEET WEST OF A WITNESS POST,
 FS0461'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0461'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0461
 FS0461                          STATION RECOVERY (1986)
 FS0461
 FS0461'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0395 ***********************************************************************
 GR0395  DESIGNATION -  E 127
 GR0395  PID         -  GR0395
 GR0395  STATE/COUNTY-  AZ/MOHAVE
 GR0395  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0395
 GR0395                         *CURRENT SURVEY CONTROL
 GR0395  ___________________________________________________________________
 GR0395* NAD 83(1986)-  36 06 54.     (N)    114 02 00.     (W)     SCALED    
 GR0395* NAVD 88     -       544.699  (meters)    1787.07   (feet)  POSTED    
 GR0395  ___________________________________________________________________
 GR0395  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GR0395  DYNAMIC HT  -         544.130 (meters)    1785.20  (feet)  COMP
 GR0395  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 GR0395
 GR0395  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0395
 GR0395.The horizontal coordinates were scaled from a topographic map and have
 GR0395.an estimated accuracy of +/- 6 seconds.
 GR0395
 GR0395.The orthometric height was determined by differential leveling
 GR0395.and adjusted by the  in 1992.
 GR0395.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0395.rate of 0.0 thru 1.0 mm/km.
 GR0395
 GR0395.The geoid height was determined by GEOID03.
 GR0395
 GR0395.The dynamic height is computed by dividing the NAVD 88
 GR0395.geopotential number by the normal gravity value computed on the
 GR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0395.degrees latitude (g = 980.6199 gals.).
 GR0395
 GR0395.The modeled gravity was interpolated from observed gravity values.
 GR0395
 GR0395;                    North         East    Units  Estimated Accuracy
 GR0395;SPC AZ W     -   567,330.      187,850.      MT  (+/- 180 meters Scaled)
 GR0395
 GR0395                          SUPERSEDED SURVEY CONTROL
 GR0395
 GR0395  NGVD 29 (??/??/92)  544.001  (m)         1784.78   (f) ADJ UNCH    1 1
 GR0395
 GR0395.Superseded values are not recommended for survey control.
 GR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0395.See file dsdata.txt to determine how the superseded data were derived.
 GR0395
 GR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA670007(NAD 83)
 GR0395_MARKER: DB = BENCH MARK DISK
 GR0395_SETTING: 80 = SET IN A BOULDER
 GR0395_SP_SET: BOULDER
 GR0395_STAMPING: E 127 1935
 GR0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0395+STABILITY: SURFACE MOTION
 GR0395
 GR0395  HISTORY     - Date     Condition        Report By
 GR0395  HISTORY     - 1935     MONUMENTED       CGS
 GR0395  HISTORY     - 1950     GOOD             NGS
 GR0395
 GR0395                          STATION DESCRIPTION
 GR0395
 GR0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0395'1.8 MI SW FROM PIERCES FERRY.
 GR0395'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0395'STATION AT PIERCES FERRY, THENCE 1.3 MILES SOUTHWEST ALONG AN OLD
 GR0395'ABANDONED ROAD, IN THE TOP OF THE SOUTHEAST ONE OF TWO DOME-SHAPED
 GR0395'BOULDERS, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 GR0395'WEST OF THE APPROXIMATE CENTER OF A WASH, AND ABOUT 6 FEET HIGHER THAN
 GR0395'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0435 ***********************************************************************
 FS0435  DESIGNATION -  E 128
 FS0435  PID         -  FS0435
 FS0435  STATE/COUNTY-  AZ/MOHAVE
 FS0435  USGS QUAD   -  GOLD BASIN (1989)
 FS0435
 FS0435                         *CURRENT SURVEY CONTROL
 FS0435  ___________________________________________________________________
 FS0435* NAD 83(1986)-  35 51 08.     (N)    114 09 52.     (W)     SCALED    
 FS0435* NAVD 88     -       802.622  (meters)    2633.27   (feet)  POSTED    
 FS0435  ___________________________________________________________________
 FS0435  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS0435  DYNAMIC HT  -         801.750 (meters)    2630.41  (feet)  COMP
 FS0435  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 FS0435
 FS0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0435
 FS0435.The horizontal coordinates were scaled from a topographic map and have
 FS0435.an estimated accuracy of +/- 6 seconds.
 FS0435
 FS0435.The orthometric height was determined by differential leveling
 FS0435.and adjusted by the  in 1992.
 FS0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0435.rate of 0.0 thru 1.0 mm/km.
 FS0435
 FS0435.The geoid height was determined by GEOID03.
 FS0435
 FS0435.The dynamic height is computed by dividing the NAVD 88
 FS0435.geopotential number by the normal gravity value computed on the
 FS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0435.degrees latitude (g = 980.6199 gals.).
 FS0435
 FS0435.The modeled gravity was interpolated from observed gravity values.
 FS0435
 FS0435;                    North         East    Units  Estimated Accuracy
 FS0435;SPC AZ W     -   538,220.      175,930.      MT  (+/- 180 meters Scaled)
 FS0435
 FS0435                          SUPERSEDED SURVEY CONTROL
 FS0435
 FS0435  NGVD 29 (??/??/92)  801.905  (m)         2630.92   (f) ADJ UNCH    1 1
 FS0435
 FS0435.Superseded values are not recommended for survey control.
 FS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0435.See file dsdata.txt to determine how the superseded data were derived.
 FS0435
 FS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV560712(NAD 83)
 FS0435_MARKER: DB = BENCH MARK DISK
 FS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0435_STAMPING: E 128 1935
 FS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0435+STABILITY: SURFACE MOTION
 FS0435
 FS0435  HISTORY     - Date     Condition        Report By
 FS0435  HISTORY     - 1935     MONUMENTED       CGS
 FS0435  HISTORY     - 1950     GOOD             NGS
 FS0435  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0435  HISTORY     - 19870127 GOOD             USPSQD
 FS0435
 FS0435                          STATION DESCRIPTION
 FS0435
 FS0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0435'13.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0435'13.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0435'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, 1.15 MILES NORTHWEST
 FS0435'OF BENCH MARK D 128, ON THE WEST BANK OF HUALPAI WASH, ACROSS
 FS0435'THE WASH FROM A POINT WHERE THE EAST BANK OF THE WASH IS ABOUT
 FS0435'8 FEET HIGH, ABOUT 100 YARDS SOUTHWEST OF THE CENTER LINE OF THE
 FS0435'ROAD, 115 FEET WEST OF THE EAST BANK OF THE WASH, ABOUT 2 FEET
 FS0435'HIGHER THAN THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE
 FS0435'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0435
 FS0435                          STATION RECOVERY (1959)
 FS0435
 FS0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0435'MARK NOT FOUND.
 FS0435
 FS0435                          STATION RECOVERY (1987)
 FS0435
 FS0435'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0407 ***********************************************************************
 FS0407  DESIGNATION -  E 129
 FS0407  PID         -  FS0407
 FS0407  STATE/COUNTY-  AZ/MOHAVE
 FS0407  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0407
 FS0407                         *CURRENT SURVEY CONTROL
 FS0407  ___________________________________________________________________
 FS0407* NAD 83(1986)-  35 59 57.     (N)    114 08 21.     (W)     SCALED    
 FS0407* NAVD 88     -       420.315  (meters)    1378.98   (feet)  POSTED    
 FS0407  ___________________________________________________________________
 FS0407  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0407  DYNAMIC HT  -         419.890 (meters)    1377.59  (feet)  COMP
 FS0407  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 FS0407
 FS0407  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0407
 FS0407.The horizontal coordinates were scaled from a topographic map and have
 FS0407.an estimated accuracy of +/- 6 seconds.
 FS0407
 FS0407.The orthometric height was determined by differential leveling
 FS0407.and adjusted by the  in 1992.
 FS0407.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0407.rate of 4.1 thru 8.0 mm/km.
 FS0407
 FS0407.The geoid height was determined by GEOID03.
 FS0407
 FS0407.The dynamic height is computed by dividing the NAVD 88
 FS0407.geopotential number by the normal gravity value computed on the
 FS0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0407.degrees latitude (g = 980.6199 gals.).
 FS0407
 FS0407.The modeled gravity was interpolated from observed gravity values.
 FS0407
 FS0407;                    North         East    Units  Estimated Accuracy
 FS0407;SPC AZ W     -   554,510.      178,270.      MT  (+/- 180 meters Scaled)
 FS0407
 FS0407                          SUPERSEDED SURVEY CONTROL
 FS0407
 FS0407  NGVD 29 (??/??/92)  419.691  (m)         1376.94   (f) ADJ UNCH    1 1
 FS0407
 FS0407.Superseded values are not recommended for survey control.
 FS0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0407.See file dsdata.txt to determine how the superseded data were derived.
 FS0407
 FS0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV578876(NAD 83)
 FS0407_MARKER: DB = BENCH MARK DISK
 FS0407_SETTING: 80 = SET IN A BOULDER
 FS0407_SP_SET: BOULDER
 FS0407_STAMPING: E 129 1935
 FS0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0407+STABILITY: SURFACE MOTION
 FS0407
 FS0407  HISTORY     - Date     Condition        Report By
 FS0407  HISTORY     - 1935     MONUMENTED       CGS
 FS0407  HISTORY     - 1950     GOOD             NGS
 FS0407  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0407  HISTORY     - 19870220 GOOD             USPSQD
 FS0407
 FS0407                          STATION DESCRIPTION
 FS0407
 FS0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0407'1.4 MI S FROM MOUTH OF HUALPAI WASH.
 FS0407'1.4 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0407'WASH ON THE SOUTH SHORE OF LAKE MEAD, 132 FEET WEST OF THE CENTER
 FS0407'LINE OF THE ROAD, IN THE TOP OF A WHITE OUTCROP IN THE WASH, 10
 FS0407'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE ROUND 15-FOOT-HIGH
 FS0407'BOULDER, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 FS0407'WHITE PAINTED LETTERS B M.
 FS0407
 FS0407                          STATION RECOVERY (1959)
 FS0407
 FS0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0407'MARK NOT FOUND.
 FS0407
 FS0407                          STATION RECOVERY (1987)
 FS0407
 FS0407'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0115 ***********************************************************************
 GQ0115  DESIGNATION -  E 130
 GQ0115  PID         -  GQ0115
 GQ0115  STATE/COUNTY-  AZ/MOHAVE
 GQ0115  USGS QUAD   -  GYP HILLS (1971)
 GQ0115
 GQ0115                         *CURRENT SURVEY CONTROL
 GQ0115  ___________________________________________________________________
 GQ0115* NAD 83(1986)-  36 16 13.     (N)    113 54 59.     (W)     SCALED    
 GQ0115* NAVD 88     -       563.917  (meters)    1850.12   (feet)  POSTED    
 GQ0115  ___________________________________________________________________
 GQ0115  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GQ0115  DYNAMIC HT  -         563.330 (meters)    1848.19  (feet)  COMP
 GQ0115  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 GQ0115
 GQ0115  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0115
 GQ0115.The horizontal coordinates were scaled from a topographic map and have
 GQ0115.an estimated accuracy of +/- 6 seconds.
 GQ0115
 GQ0115.The orthometric height was determined by differential leveling
 GQ0115.and adjusted by the  in 1992.
 GQ0115.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0115.rate of 0.0 thru 1.0 mm/km.
 GQ0115
 GQ0115.The geoid height was determined by GEOID03.
 GQ0115
 GQ0115.The dynamic height is computed by dividing the NAVD 88
 GQ0115.geopotential number by the normal gravity value computed on the
 GQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0115.degrees latitude (g = 980.6199 gals.).
 GQ0115
 GQ0115.The modeled gravity was interpolated from observed gravity values.
 GQ0115
 GQ0115;                    North         East    Units  Estimated Accuracy
 GQ0115;SPC AZ W     -   584,530.      198,410.      MT  (+/- 180 meters Scaled)
 GQ0115
 GQ0115                          SUPERSEDED SURVEY CONTROL
 GQ0115
 GQ0115  NGVD 29 (??/??/92)  563.225  (m)         1847.85   (f) ADJ UNCH    1 1
 GQ0115
 GQ0115.Superseded values are not recommended for survey control.
 GQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0115.See file dsdata.txt to determine how the superseded data were derived.
 GQ0115
 GQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF380178(NAD 83)
 GQ0115_MARKER: DB = BENCH MARK DISK
 GQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0115_STAMPING: E 130 1935
 GQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0115+STABILITY: SURFACE MOTION
 GQ0115
 GQ0115  HISTORY     - Date     Condition        Report By
 GQ0115  HISTORY     - 1935     MONUMENTED       CGS
 GQ0115  HISTORY     - 1950     GOOD             NGS
 GQ0115
 GQ0115                          STATION DESCRIPTION
 GQ0115
 GQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0115'51.6 MI SE FROM RIVERSIDE, NV.
 GQ0115'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0115'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0115'THENCE 11.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0115'FERRY ROAD, AT A POINT WHERE THE ROAD LEAVES THE WASH, ABOUT 35 FEET
 GQ0115'NORTHWEST OF THE APPROXIMATE CENTER OF A RIDGE, 35 FEET EAST OF THE
 GQ0115'EAST BANK OF THE WASH, 32 FEET NORTH OF A LARGE CONGLOMERATE BOULDER,
 GQ0115'12 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A
 GQ0115'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GQ0115'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0320 ***********************************************************************
 ET0320  DESIGNATION -  E 131
 ET0320  PID         -  ET0320
 ET0320  STATE/COUNTY-  AZ/YAVAPAI
 ET0320  USGS QUAD   -  MAYER (1974)
 ET0320
 ET0320                         *CURRENT SURVEY CONTROL
 ET0320  ___________________________________________________________________
 ET0320* NAD 83(1986)-  34 29 53.     (N)    112 08 10.     (W)     SCALED    
 ET0320* NAVD 88     -      1352.29   (+/-2cm)    4436.6    (feet)  VERTCON   
 ET0320  ___________________________________________________________________
 ET0320  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ET0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0320
 ET0320.The horizontal coordinates were scaled from a topographic map and have
 ET0320.an estimated accuracy of +/- 6 seconds.
 ET0320
 ET0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0320.The vertical order pertains to the NGVD 29 superseded value.
 ET0320
 ET0320.The geoid height was determined by GEOID03.
 ET0320
 ET0320;                    North         East    Units  Estimated Accuracy
 ET0320;SPC AZ C     -   387,920.      193,210.      MT  (+/- 180 meters Scaled)
 ET0320
 ET0320                          SUPERSEDED SURVEY CONTROL
 ET0320
 ET0320  NGVD 29 (??/??/92) 1351.509  (m)         4434.08   (f) ADJ UNCH    2 0
 ET0320
 ET0320.Superseded values are not recommended for survey control.
 ET0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0320.See file dsdata.txt to determine how the superseded data were derived.
 ET0320
 ET0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD956179(NAD 83)
 ET0320_MARKER: DB = BENCH MARK DISK
 ET0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0320_STAMPING: E 131 1935
 ET0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0320+STABILITY: SURFACE MOTION
 ET0320
 ET0320  HISTORY     - Date     Condition        Report By
 ET0320  HISTORY     - 1935     MONUMENTED       CGS
 ET0320  HISTORY     - 20080703 GOOD             GEOCAC
 ET0320
 ET0320                          STATION DESCRIPTION
 ET0320
 ET0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0320'5.3 MI E FROM DEWEY.
 ET0320'5.3 MILES EAST ALONG A ROAD FROM DEWEY, YAVAPAI COUNTY, THENCE 4.0
 ET0320'MILES SOUTHEAST ALONG THE DUGAS ROAD, 0.2 MILE SOUTHEAST OF THE
 ET0320'JUNCTION OF A ROAD LEADING TO THE ALPINE RANCH, 0.1 MILE NORTHWEST OF
 ET0320'THE CROSSING OVER A WASH, AND 34 FEET NORTHEAST OF THE CENTERLINE OF
 ET0320'THE ROAD.  A STANDARD DISK, STAMPED E 131 1935 AND SET IN THE TOP OF A
 ET0320'CONCRETE POST.
 ET0320
 ET0320                          STATION RECOVERY (2008)
 ET0320
 ET0320'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0320'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES AS N
 ET0320'34 29.886 W 112
 ET0320'08.166.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0351 ***********************************************************************
 ES0351  DESIGNATION -  E 132
 ES0351  PID         -  ES0351
 ES0351  STATE/COUNTY-  AZ/YAVAPAI
 ES0351  USGS QUAD   -  DUGAS (1967)
 ES0351
 ES0351                         *CURRENT SURVEY CONTROL
 ES0351  ___________________________________________________________________
 ES0351* NAD 83(1986)-  34 22 26.     (N)    111 59 33.     (W)     SCALED    
 ES0351* NAVD 88     -      1232.74   (+/-2cm)    4044.4    (feet)  VERTCON   
 ES0351  ___________________________________________________________________
 ES0351  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0351
 ES0351.The horizontal coordinates were scaled from a topographic map and have
 ES0351.an estimated accuracy of +/- 6 seconds.
 ES0351
 ES0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0351.The vertical order pertains to the NGVD 29 superseded value.
 ES0351
 ES0351.The geoid height was determined by GEOID03.
 ES0351
 ES0351;                    North         East    Units  Estimated Accuracy
 ES0351;SPC AZ C     -   374,130.      206,390.      MT  (+/- 180 meters Scaled)
 ES0351
 ES0351                          SUPERSEDED SURVEY CONTROL
 ES0351
 ES0351  NGVD 29 (??/??/92) 1232.016  (m)         4042.04   (f) ADJ UNCH    2 0
 ES0351
 ES0351.Superseded values are not recommended for survey control.
 ES0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0351.See file dsdata.txt to determine how the superseded data were derived.
 ES0351
 ES0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD087040(NAD 83)
 ES0351_MARKER: DB = BENCH MARK DISK
 ES0351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ES0351_STAMPING: E 132 1935
 ES0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0351+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0351
 ES0351  HISTORY     - Date     Condition        Report By
 ES0351  HISTORY     - 1935     MONUMENTED       CGS
 ES0351  HISTORY     - 1952     GOOD             NGS
 ES0351  HISTORY     - 20080816 GOOD             GEOCAC
 ES0351  HISTORY     - 20080925 GOOD             GEOCAC
 ES0351
 ES0351                          STATION DESCRIPTION
 ES0351
 ES0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0351'1.5 MI W FROM DUGAS RANCH.
 ES0351'1.5 MILES WEST ALONG A COUNTY ROAD FROM DUGAS RANCH, 0.15 MILE EAST OF
 ES0351'A SMALL CREEK, 92 FEET SOUTHEAST OF THE JUNCTION, 60 FEET SOUTHWEST OF
 ES0351'THE SOUTH END OF A 24-INCH CONCRETE PIPE CULVERT, 58 FEET SOUTH OF THE
 ES0351'CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF THE FENCE, 2.2 FEET
 ES0351'NORTHEAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND
 ES0351'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 ES0351'GROUND.
 ES0351
 ES0351                          STATION RECOVERY (2008)
 ES0351
 ES0351'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0351'GPSR COORDINATES (NAD 83) N34 22.497 W111 59.560
 ES0351'4,039 FT ASL.
 ES0351
 ES0351                          STATION RECOVERY (2008)
 ES0351
 ES0351'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0351'RECOVERED IN GOOD CONDITION.  YAVAPAI COUNTY HAS PLACED A WITNESS POST
 ES0351'NEAR THE MARK.
 ES0351'HANDHELD GPSR INDICATED COORDINATES OF N 34 22.443' W 111.59.560'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0611 ***********************************************************************
 GR0611  DESIGNATION -  E 134
 GR0611  PID         -  GR0611
 GR0611  STATE/COUNTY-  AZ/MOHAVE
 GR0611  USGS QUAD   -  HOOVER DAM (1997)
 GR0611
 GR0611                         *CURRENT SURVEY CONTROL
 GR0611  ___________________________________________________________________
 GR0611* NAD 83(1986)-  36 00 10.     (N)    114 43 48.     (W)     SCALED    
 GR0611* NAVD 88     -       297.585  (meters)     976.33   (feet)  POSTED    
 GR0611  ___________________________________________________________________
 GR0611  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0611  DYNAMIC HT  -         297.290 (meters)     975.36  (feet)  COMP
 GR0611  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 GR0611
 GR0611  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0611
 GR0611.The horizontal coordinates were scaled from a topographic map and have
 GR0611.an estimated accuracy of +/- 6 seconds.
 GR0611
 GR0611.The orthometric height was determined by differential leveling
 GR0611.and adjusted by the  in 1992.
 GR0611.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0611.rate greater than 8.0 mm/km.
 GR0611
 GR0611.The geoid height was determined by GEOID03.
 GR0611
 GR0611.The dynamic height is computed by dividing the NAVD 88
 GR0611.geopotential number by the normal gravity value computed on the
 GR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0611.degrees latitude (g = 980.6199 gals.).
 GR0611
 GR0611.The modeled gravity was interpolated from observed gravity values.
 GR0611
 GR0611;                    North         East    Units  Estimated Accuracy
 GR0611;SPC AZ W     -   555,280.      125,010.      MT  (+/- 180 meters Scaled)
 GR0611
 GR0611                          SUPERSEDED SURVEY CONTROL
 GR0611
 GR0611  NGVD 29 (??/??/92)  296.890  (m)          974.05   (f) ADJ UNCH    1 1
 GR0611
 GR0611.Superseded values are not recommended for survey control.
 GR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0611.See file dsdata.txt to determine how the superseded data were derived.
 GR0611
 GR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV045866(NAD 83)
 GR0611_MARKER: DB = BENCH MARK DISK
 GR0611_SETTING: 66 = SET IN ROCK OUTCROP
 GR0611_SP_SET: LEDGE
 GR0611_STAMPING: E 134 1935
 GR0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0611+STABILITY: POSITION/ELEVATION WELL
 GR0611
 GR0611  HISTORY     - Date     Condition        Report By
 GR0611  HISTORY     - 1935     MONUMENTED       CGS
 GR0611  HISTORY     - 1950     GOOD             NGS
 GR0611  HISTORY     - 1963     GOOD             NGS
 GR0611
 GR0611                          STATION DESCRIPTION
 GR0611
 GR0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0611'2.8 MI S FROM HOOVER DAM.
 GR0611'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0611'(ARIZONA) END OF HOOVER DAM, THENCE 0.8 MILE WEST ALONG AN ABANDONED
 GR0611'HOOVER DAM CONSTRUCTION ROAD, AT THE POINT WHERE THE ROAD DESCENDS A
 GR0611'STEEP GRADE AND ENTERS A WASH WITH HIGH ROCK WALLS, IN THE TOP OF A
 GR0611'LEDGE, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5
 GR0611'FEET HIGHER THAN THE ROAD.
 GR0611
 GR0611                          STATION RECOVERY (1963)
 GR0611
 GR0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0076 ***********************************************************************
 FS0076  DESIGNATION -  E 135
 FS0076  PID         -  FS0076
 FS0076  STATE/COUNTY-  AZ/MOHAVE
 FS0076  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0076
 FS0076                         *CURRENT SURVEY CONTROL
 FS0076  ___________________________________________________________________
 FS0076* NAD 83(1986)-  35 55 32.     (N)    114 37 58.     (W)     SCALED    
 FS0076* NAVD 88     -       648.041  (meters)    2126.11   (feet)  ADJUSTED  
 FS0076  ___________________________________________________________________
 FS0076  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FS0076  DYNAMIC HT  -         647.385 (meters)    2123.96  (feet)  COMP
 FS0076  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 FS0076
 FS0076  VERT ORDER  -  FIRST     CLASS I
 FS0076
 FS0076.The horizontal coordinates were scaled from a topographic map and have
 FS0076.an estimated accuracy of +/- 6 seconds.
 FS0076
 FS0076.The orthometric height was determined by differential leveling
 FS0076.and adjusted in June 1991.
 FS0076
 FS0076.The geoid height was determined by GEOID03.
 FS0076
 FS0076.The dynamic height is computed by dividing the NAVD 88
 FS0076.geopotential number by the normal gravity value computed on the
 FS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0076.degrees latitude (g = 980.6199 gals.).
 FS0076
 FS0076.The modeled gravity was interpolated from observed gravity values.
 FS0076
 FS0076;                    North         East    Units  Estimated Accuracy
 FS0076;SPC AZ W     -   546,630.      133,700.      MT  (+/- 180 meters Scaled)
 FS0076
 FS0076                          SUPERSEDED SURVEY CONTROL
 FS0076
 FS0076  NGVD 29 (??/??/92)  647.338  (m)         2123.81   (f) ADJ UNCH    1 1
 FS0076
 FS0076.Superseded values are not recommended for survey control.
 FS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0076.See file dsdata.txt to determine how the superseded data were derived.
 FS0076
 FS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV135782(NAD 83)
 FS0076_MARKER: DB = BENCH MARK DISK
 FS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0076_STAMPING: E 135 1935
 FS0076_MARK LOGO: CGS   
 FS0076_PROJECTION: PROJECTING 17 CENTIMETERS
 FS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0076+STABILITY: SURFACE MOTION
 FS0076
 FS0076  HISTORY     - Date     Condition        Report By
 FS0076  HISTORY     - 1935     MONUMENTED       CGS
 FS0076  HISTORY     - 1950     GOOD             NGS
 FS0076  HISTORY     - 1963     GOOD             NGS
 FS0076  HISTORY     - 1981     GOOD             NGS
 FS0076
 FS0076                          STATION DESCRIPTION
 FS0076
 FS0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0076'9.8 MI SE FROM HOOVER DAM.
 FS0076'9.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0076'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTHWEST OF MILEPOST 10,
 FS0076'ON THE TOP OF A RIDGE BETWEEN TWO DRY WASHES, 86 1/2 FEET SOUTHEAST
 FS0076'OF THE NORTHWEST END OF A GUARD RAIL, 35.7 FEET NORTHEAST OF THE
 FS0076'CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTHWEST OF A WITNESS POST,
 FS0076'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 FS0076'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0076
 FS0076                          STATION RECOVERY (1963)
 FS0076
 FS0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0076'RECOVERED IN GOOD CONDITION.
 FS0076
 FS0076                          STATION RECOVERY (1981)
 FS0076
 FS0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0076'15.5 KM (9.65 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0076'OF HOOVER DAM, ON TOP OF A RIDGE BETWEEN TWO DRY WASHES, 42.4 METERS
 FS0076'(139 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS
 FS0076'(38 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 35.1
 FS0076'METERS (115 FT) EAST OF THE SOUTH END OF A CUT, 140.2 METERS (460 FT)
 FS0076'NORTH OF THE NORTHEAST CORNER OF A LARGE DOUBLE BOX CULVERT.
 FS0076'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FS0076'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0253 ***********************************************************************
 DT0253  DESIGNATION -  E 136
 DT0253  PID         -  DT0253
 DT0253  STATE/COUNTY-  AZ/APACHE
 DT0253  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0253
 DT0253                         *CURRENT SURVEY CONTROL
 DT0253  ___________________________________________________________________
 DT0253* NAD 83(1986)-  33 53 20.     (N)    109 27 40.     (W)     SCALED    
 DT0253* NAVD 88     -      2699.753  (meters)    8857.44   (feet)  ADJUSTED  
 DT0253  ___________________________________________________________________
 DT0253  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DT0253  DYNAMIC HT  -        2695.189 (meters)    8842.47  (feet)  COMP
 DT0253  MODELED GRAV-     978,847.7   (mgal)                       NAVD 88
 DT0253
 DT0253  VERT ORDER  -  SECOND    CLASS 0
 DT0253
 DT0253.The horizontal coordinates were scaled from a topographic map and have
 DT0253.an estimated accuracy of +/- 6 seconds.
 DT0253
 DT0253.The orthometric height was determined by differential leveling
 DT0253.and adjusted in June 1991.
 DT0253
 DT0253.The geoid height was determined by GEOID03.
 DT0253
 DT0253.The dynamic height is computed by dividing the NAVD 88
 DT0253.geopotential number by the normal gravity value computed on the
 DT0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0253.degrees latitude (g = 980.6199 gals.).
 DT0253
 DT0253.The modeled gravity was interpolated from observed gravity values.
 DT0253
 DT0253;                    North         East    Units  Estimated Accuracy
 DT0253;SPC AZ E     -   320,560.      278,620.      MT  (+/- 180 meters Scaled)
 DT0253
 DT0253                          SUPERSEDED SURVEY CONTROL
 DT0253
 DT0253  NGVD 29 (??/??/92) 2698.473  (m)         8853.24   (f) ADJ UNCH    2 0
 DT0253
 DT0253.Superseded values are not recommended for survey control.
 DT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0253.See file dsdata.txt to determine how the superseded data were derived.
 DT0253
 DT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC423509(NAD 83)
 DT0253_MARKER: DB = BENCH MARK DISK
 DT0253_SETTING: 66 = SET IN ROCK OUTCROP
 DT0253_SP_SET: LARGE ROCK
 DT0253_STAMPING: E-136 1935
 DT0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0253+STABILITY: POSITION/ELEVATION WELL
 DT0253
 DT0253  HISTORY     - Date     Condition        Report By
 DT0253  HISTORY     - 1935     MONUMENTED       CGS
 DT0253
 DT0253                          STATION DESCRIPTION
 DT0253
 DT0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0253'0.8 MI NE FROM THOMPSON RANCH.
 DT0253'0.8 MI NE ALONG ROAD TO SPRINGERVILLE AND VOIGT RANCH ON THE ROAD TO
 DT0253'SPRINGERVILLE, 0.3 MI SW OF A CREEK CROSSING, ABOUT 100 YDS S OF A
 DT0253'SMALL CREEK, 29 FT N OF THE CENTERLINE OF THE ROAD, IN A LARGE ROCK
 DT0253'ABOUT 3 FEET HIGH, AND SET ABOUT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0282 ***********************************************************************
 DT0282  DESIGNATION -  E 137
 DT0282  PID         -  DT0282
 DT0282  STATE/COUNTY-  AZ/GREENLEE
 DT0282  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0282
 DT0282                         *CURRENT SURVEY CONTROL
 DT0282  ___________________________________________________________________
 DT0282* NAD 83(1986)-  33 42 35.     (N)    109 15 19.     (W)     SCALED    
 DT0282* NAVD 88     -      2367.607  (meters)    7767.72   (feet)  ADJUSTED  
 DT0282  ___________________________________________________________________
 DT0282  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DT0282  DYNAMIC HT  -        2363.742 (meters)    7755.04  (feet)  COMP
 DT0282  MODELED GRAV-     978,918.6   (mgal)                       NAVD 88
 DT0282
 DT0282  VERT ORDER  -  SECOND    CLASS 0
 DT0282
 DT0282.The horizontal coordinates were scaled from a topographic map and have
 DT0282.an estimated accuracy of +/- 6 seconds.
 DT0282
 DT0282.The orthometric height was determined by differential leveling
 DT0282.and adjusted in June 1991.
 DT0282
 DT0282.The geoid height was determined by GEOID03.
 DT0282
 DT0282.The dynamic height is computed by dividing the NAVD 88
 DT0282.geopotential number by the normal gravity value computed on the
 DT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0282.degrees latitude (g = 980.6199 gals.).
 DT0282
 DT0282.The modeled gravity was interpolated from observed gravity values.
 DT0282
 DT0282;                    North         East    Units  Estimated Accuracy
 DT0282;SPC AZ E     -   300,830.      297,840.      MT  (+/- 180 meters Scaled)
 DT0282
 DT0282                          SUPERSEDED SURVEY CONTROL
 DT0282
 DT0282  NGVD 29 (??/??/92) 2366.54   (m)         7764.2    (f) COMPUTED    2 0
 DT0282
 DT0282.Superseded values are not recommended for survey control.
 DT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0282.See file dsdata.txt to determine how the superseded data were derived.
 DT0282
 DT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC616313(NAD 83)
 DT0282_MARKER: DB = BENCH MARK DISK
 DT0282_SETTING: 66 = SET IN ROCK OUTCROP
 DT0282_SP_SET: ROCK OUTCROP
 DT0282_STAMPING: E-137 1935
 DT0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0282+STABILITY: POSITION/ELEVATION WELL
 DT0282
 DT0282  HISTORY     - Date     Condition        Report By
 DT0282  HISTORY     - 1935     MONUMENTED       CGS
 DT0282  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0282
 DT0282                          STATION DESCRIPTION
 DT0282
 DT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0282'2.7 MI NW FROM BEAVERHEAD LODGE.
 DT0282'2.7 MI NW ALONG ROAD TO RESERVATION RANCH ON THE INSIDE OF A SMALL
 DT0282'CURVE, ABOUT 33 FT N OF THE CENTERLINE OF THE ROAD, 18 FT S OF A SMALL
 DT0282'PINE TREE, SET IN ROCK OUTCROP ABOUT 2 FT HIGH AND ABOUT LEVEL WITH
 DT0282'THE ROAD SURFACE.
 DT0282
 DT0282                          STATION RECOVERY (2005)
 DT0282
 DT0282'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0282'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0459 ***********************************************************************
 CY0459  DESIGNATION -  E 14
 CY0459  PID         -  CY0459
 CY0459  STATE/COUNTY-  AZ/COCHISE
 CY0459  USGS QUAD   -  FISHER HILLS (1979)
 CY0459
 CY0459                         *CURRENT SURVEY CONTROL
 CY0459  ___________________________________________________________________
 CY0459* NAD 83(1986)-  32 24 42.     (N)    109 31 08.     (W)     SCALED    
 CY0459* NAVD 88     -      1135.76   (+/-2cm)    3726.2    (feet)  VERTCON   
 CY0459  ___________________________________________________________________
 CY0459  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0459  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0459
 CY0459.The horizontal coordinates were scaled from a topographic map and have
 CY0459.an estimated accuracy of +/- 6 seconds.
 CY0459
 CY0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0459.The vertical order pertains to the NGVD 29 superseded value.
 CY0459
 CY0459.The geoid height was determined by GEOID03.
 CY0459
 CY0459;                    North         East    Units  Estimated Accuracy
 CY0459;SPC AZ E     -   156,700.      274,290.      MT  (+/- 180 meters Scaled)
 CY0459
 CY0459                          SUPERSEDED SURVEY CONTROL
 CY0459
 CY0459  NGVD 29 (??/??/92) 1135.031  (m)         3723.85   (f) ADJ UNCH    1 2
 CY0459
 CY0459.Superseded values are not recommended for survey control.
 CY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0459.See file dsdata.txt to determine how the superseded data were derived.
 CY0459
 CY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA392870(NAD 83)
 CY0459_MARKER: DB = BENCH MARK DISK
 CY0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0459_STAMPING: 3723.848 E 14 1932
 CY0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0459+STABILITY: SURFACE MOTION
 CY0459
 CY0459  HISTORY     - Date     Condition        Report By
 CY0459  HISTORY     - 1932     MONUMENTED       CGS
 CY0459  HISTORY     - 1974     GOOD             USGS
 CY0459
 CY0459                          STATION DESCRIPTION
 CY0459
 CY0459'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0459'6.3 MI N FROM BOWIE.
 CY0459'13.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TANQUE,
 CY0459'GRAHAM COUNTY, 6.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 CY0459'FROM THE STATION AT BOWIE, COCHISE COUNTY, 135 FEET EAST OF MILEPOST
 CY0459'1104, 100 FEET EAST OF THE CENTERLINE OF THE TRACK, 46 FEET EAST OF
 CY0459'THE CENTERLINE OF A ROAD.  A STANDARD DISK, STAMPED 3723.848 E 14 1932
 CY0459'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CY0459'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0414 ***********************************************************************
 CZ0414  DESIGNATION -  E 140
 CZ0414  PID         -  CZ0414
 CZ0414  STATE/COUNTY-  AZ/PINAL
 CZ0414  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0414
 CZ0414                         *CURRENT SURVEY CONTROL
 CZ0414  ___________________________________________________________________
 CZ0414* NAD 83(1986)-  32 31 52.     (N)    111 24 10.     (W)     SCALED    
 CZ0414* NAVD 88     -       557.88   (+/-2cm)    1830.3    (feet)  VERTCON   
 CZ0414  ___________________________________________________________________
 CZ0414  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0414
 CZ0414.The horizontal coordinates were scaled from a topographic map and have
 CZ0414.an estimated accuracy of +/- 6 seconds.
 CZ0414
 CZ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0414.The vertical order pertains to the NGVD 29 superseded value.
 CZ0414
 CZ0414.The geoid height was determined by GEOID03.
 CZ0414
 CZ0414;                    North         East    Units  Estimated Accuracy
 CZ0414;SPC AZ C     -   169,870.      261,630.      MT  (+/- 180 meters Scaled)
 CZ0414
 CZ0414                          SUPERSEDED SURVEY CONTROL
 CZ0414
 CZ0414  NGVD 29 (??/??/92)  557.420  (m)         1828.80   (f) ADJ UNCH    2 0
 CZ0414
 CZ0414.Superseded values are not recommended for survey control.
 CZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0414.See file dsdata.txt to determine how the superseded data were derived.
 CZ0414
 CZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA621993(NAD 83)
 CZ0414_MARKER: DB = BENCH MARK DISK
 CZ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0414_STAMPING: E 140 1935
 CZ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0414+STABILITY: SURFACE MOTION
 CZ0414
 CZ0414  HISTORY     - Date     Condition        Report By
 CZ0414  HISTORY     - 1935     MONUMENTED       CGS
 CZ0414  HISTORY     - 1951     GOOD             NGS
 CZ0414  HISTORY     - 1977     GOOD             USGS
 CZ0414
 CZ0414                          STATION DESCRIPTION
 CZ0414
 CZ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0414'7.1 MI SW FROM RED ROCK.
 CZ0414'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0414'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0414'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD,
 CZ0414'0.15 MILE SOUTHWEST OF A WIRE GATE ACROSS THE ROAD, AT A Y JUNCTION
 CZ0414'WITH A DIM DIRT ROAD LEADING NORTHWEST, AND ABOUT 70 YARDS NORTHWEST
 CZ0414'ALONG A DIM ROAD FROM THE JUNCTION OF THE ROADS, 165 FEET WEST ACROSS
 CZ0414'A DIM ROAD TO THE CENTER LINE OF THE MAIN ROAD, 21 1/2 FEET SOUTHWEST
 CZ0414'OF THE CENTER LINE OF THE DIM DIRT ROAD, 2 FEET NORTH OF THE WITNESS
 CZ0414'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CZ0414'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0414
 CZ0414                          STATION RECOVERY (1977)
 CZ0414
 CZ0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0414'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0414'STATION AT RED ROCK, THENCE 5.7 MI SW. ALONG SASCO RD., THENCE 1.2 MI
 CZ0414'SE. 0.15 MI SW. OF WIRE GATE, AT Y-JCT. WITH DIM RD. NW., ABOUT 70
 CZ0414'YDS NW. ALONG DIM RD. 165 FT W. OF CENTERLINE OF MAIN RD., 21 FT SW.
 CZ0414'OF DIM RD. 2 FT N. OF WITNESS POST, ABOUT 1 FT. HIGHER THAN RD. IN
 CZ0414'CONCRETE POST PROJECTING 0.5 FT. NGS DISK STAMPED E 140 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0129 ***********************************************************************
 ES0129  DESIGNATION -  E 141
 ES0129  PID         -  ES0129
 ES0129  STATE/COUNTY-  AZ/NAVAJO
 ES0129  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0129
 ES0129                         *CURRENT SURVEY CONTROL
 ES0129  ___________________________________________________________________
 ES0129* NAD 83(1986)-  34 15 01.     (N)    110 01 52.     (W)     SCALED    
 ES0129* NAVD 88     -      1935.557  (meters)    6350.24   (feet)  ADJUSTED  
 ES0129  ___________________________________________________________________
 ES0129  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ES0129  DYNAMIC HT  -        1932.682 (meters)    6340.81  (feet)  COMP
 ES0129  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 ES0129
 ES0129  VERT ORDER  -  FIRST     CLASS II
 ES0129
 ES0129.The horizontal coordinates were scaled from a topographic map and have
 ES0129.an estimated accuracy of +/- 6 seconds.
 ES0129
 ES0129.The orthometric height was determined by differential leveling
 ES0129.and adjusted in June 1991.
 ES0129
 ES0129.The geoid height was determined by GEOID03.
 ES0129
 ES0129.The dynamic height is computed by dividing the NAVD 88
 ES0129.geopotential number by the normal gravity value computed on the
 ES0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0129.degrees latitude (g = 980.6199 gals.).
 ES0129
 ES0129.The modeled gravity was interpolated from observed gravity values.
 ES0129
 ES0129;                    North         East    Units  Estimated Accuracy
 ES0129;SPC AZ E     -   360,420.      225,850.      MT  (+/- 180 meters Scaled)
 ES0129
 ES0129                          SUPERSEDED SURVEY CONTROL
 ES0129
 ES0129  NGVD 29 (??/??/92) 1934.643  (m)         6347.24   (f) ADJ UNCH    1 2
 ES0129
 ES0129.Superseded values are not recommended for survey control.
 ES0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0129.See file dsdata.txt to determine how the superseded data were derived.
 ES0129
 ES0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC892903(NAD 83)
 ES0129_MARKER: DB = BENCH MARK DISK
 ES0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0129_STAMPING: E-141 1935
 ES0129_MARK LOGO: CGS   
 ES0129_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0129+STABILITY: SURFACE MOTION
 ES0129
 ES0129  HISTORY     - Date     Condition        Report By
 ES0129  HISTORY     - 1935     MONUMENTED       CGS
 ES0129  HISTORY     - 1972     GOOD             USGS
 ES0129  HISTORY     - 1983     GOOD             NGS
 ES0129
 ES0129                          STATION DESCRIPTION
 ES0129
 ES0129'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0129'IN SHOW LOW.
 ES0129'FROM THE P.O. IN SHOW LOW GO E. ONE BLOCK ON COOLEY STREET TO
 ES0129'INTERSECTION OF S. 2 ND. STREET, GO S. 2 BLOCKS ON S. 2 ND. STREET TO
 ES0129'INTERSECTION WITH HUNING STREET.  BM IS E. ON HUNING ST. 280 FT, AND
 ES0129'60 FT. S. OF CENTER OF STREET AND 6 FT. S. OF R/W FENCE IN THE
 ES0129'PROPERTY AND SMALL ORCHARD (2 FRUIT TREES) OF THE TANNER CITY
 ES0129'PROPERTY.  BM IS A STANDARD DISK SET IN A CONCRETE POST STAMPED E -
 ES0129'141 1935 AND PROJECTS 4 IN.
 ES0129
 ES0129                          STATION RECOVERY (1983)
 ES0129
 ES0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0129'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 ES0129'MI) SOUTH ALONG STATE HIGHWAY 260 FROM ITS JUNCTION WITH STATE HIGHWAY
 ES0129'77 IN SHOW LOW, THENCE 0.3 KM (0.1 MI) WEST ALONG EAST HUNING STREET,
 ES0129'IN THE NORTH EDGE OF THE LAWN OF THE G. WHIPPLE RESIDENCE, 20.5 METERS
 ES0129'(67.3 FT) SOUTH OF THE CENTER OF THE STREET, 13.2 METERS (43.3 FT)
 ES0129'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 3.4 METERS (11.2 FT)
 ES0129'WEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD AND 1.4 METERS (4.6 FT)
 ES0129'SOUTH OF A WHITE WOODEN FENCE.
 ES0129'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0247 ***********************************************************************
 ES0247  DESIGNATION -  E 142
 ES0247  PID         -  ES0247
 ES0247  STATE/COUNTY-  AZ/NAVAJO
 ES0247  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES0247
 ES0247                         *CURRENT SURVEY CONTROL
 ES0247  ___________________________________________________________________
 ES0247* NAD 83(1986)-  34 40 15.     (N)    110 45 46.     (W)     SCALED    
 ES0247* NAVD 88     -      1865.023  (meters)    6118.83   (feet)  ADJUSTED  
 ES0247  ___________________________________________________________________
 ES0247  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 ES0247  DYNAMIC HT  -        1862.343 (meters)    6110.04  (feet)  COMP
 ES0247  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 ES0247
 ES0247  VERT ORDER  -  SECOND    CLASS 0
 ES0247
 ES0247.The horizontal coordinates were scaled from a topographic map and have
 ES0247.an estimated accuracy of +/- 6 seconds.
 ES0247
 ES0247.The orthometric height was determined by differential leveling
 ES0247.and adjusted in June 1991.
 ES0247
 ES0247.The geoid height was determined by GEOID03.
 ES0247
 ES0247.The dynamic height is computed by dividing the NAVD 88
 ES0247.geopotential number by the normal gravity value computed on the
 ES0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0247.degrees latitude (g = 980.6199 gals.).
 ES0247
 ES0247.The modeled gravity was interpolated from observed gravity values.
 ES0247
 ES0247;                    North         East    Units  Estimated Accuracy
 ES0247;SPC AZ E     -   407,220.      158,730.      MT  (+/- 180 meters Scaled)
 ES0247
 ES0247                          SUPERSEDED SURVEY CONTROL
 ES0247
 ES0247  NGVD 29 (??/??/92) 1864.102  (m)         6115.81   (f) ADJ UNCH    2 0
 ES0247
 ES0247.Superseded values are not recommended for survey control.
 ES0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0247.See file dsdata.txt to determine how the superseded data were derived.
 ES0247
 ES0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD217365(NAD 83)
 ES0247_MARKER: DB = BENCH MARK DISK
 ES0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0247_STAMPING: E-142 1935
 ES0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0247+STABILITY: SURFACE MOTION
 ES0247
 ES0247  HISTORY     - Date     Condition        Report By
 ES0247  HISTORY     - 1935     MONUMENTED       CGS
 ES0247
 ES0247                          STATION DESCRIPTION
 ES0247
 ES0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0247'12.2 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0247'12.2 MI NE ALONG ROAD TO WINSLOW.  27.8 MI S.W. OF WINSLOW (UNION OIL
 ES0247'CO. PLANT).  ABOUT MIDWAY UP A RIDGE, AND 30 FEET NW OF THE CENTERLINE
 ES0247'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0160 ***********************************************************************
 ES0160  DESIGNATION -  E 146
 ES0160  PID         -  ES0160
 ES0160  STATE/COUNTY-  AZ/NAVAJO
 ES0160  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0160
 ES0160                         *CURRENT SURVEY CONTROL
 ES0160  ___________________________________________________________________
 ES0160* NAD 83(1986)-  34 11 33.     (N)    110 05 24.     (W)     SCALED    
 ES0160* NAVD 88     -      1964.312  (meters)    6444.58   (feet)  ADJUSTED  
 ES0160  ___________________________________________________________________
 ES0160  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0160  DYNAMIC HT  -        1961.374 (meters)    6434.94  (feet)  COMP
 ES0160  MODELED GRAV-     979,070.1   (mgal)                       NAVD 88
 ES0160
 ES0160  VERT ORDER  -  SECOND    CLASS 0
 ES0160
 ES0160.The horizontal coordinates were scaled from a topographic map and have
 ES0160.an estimated accuracy of +/- 6 seconds.
 ES0160
 ES0160.The orthometric height was determined by differential leveling
 ES0160.and adjusted in June 1991.
 ES0160
 ES0160.The geoid height was determined by GEOID03.
 ES0160
 ES0160.The dynamic height is computed by dividing the NAVD 88
 ES0160.geopotential number by the normal gravity value computed on the
 ES0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0160.degrees latitude (g = 980.6199 gals.).
 ES0160
 ES0160.The modeled gravity was interpolated from observed gravity values.
 ES0160
 ES0160;                    North         East    Units  Estimated Accuracy
 ES0160;SPC AZ E     -   354,010.      220,430.      MT  (+/- 180 meters Scaled)
 ES0160
 ES0160                          SUPERSEDED SURVEY CONTROL
 ES0160
 ES0160  NGVD 29 (??/??/92) 1963.386  (m)         6441.54   (f) ADJ UNCH    2 0
 ES0160
 ES0160.Superseded values are not recommended for survey control.
 ES0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0160.See file dsdata.txt to determine how the superseded data were derived.
 ES0160
 ES0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC838838(NAD 83)
 ES0160_MARKER: DB = BENCH MARK DISK
 ES0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0160_SP_SET: CULVERT
 ES0160_STAMPING: E 146 1960
 ES0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0160
 ES0160  HISTORY     - Date     Condition        Report By
 ES0160  HISTORY     - 1960     MONUMENTED       CGS
 ES0160  HISTORY     - 1983     GOOD             NGS
 ES0160
 ES0160                          STATION DESCRIPTION
 ES0160
 ES0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0160'6.1 MI SW FROM SHOW LOW.
 ES0160'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0160'SHOW LOW, THENCE 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0160'HIGHWAY 77, IN SECTION 11, R 21 E, T 9 N, SET IN THE TOP OF AN OUTCROP
 ES0160'OF HARD SANDSTONE ROCK WHICH PROJECTS 6 INCHES, ON THE NORTHWEST SLOPE
 ES0160'OF A SMALL HILL, 146 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ES0160'133 FEET SOUTHEAST OF THE SOUTHEAST HEADWALL OF A 24-INCH TUBULAR
 ES0160'CULVERT UNDER THE HIGHWAY, 46 FEET SOUTHEAST OF A FENCE, ABOUT 6 FEET
 ES0160'ABOVE THE HIGHWAY.
 ES0160
 ES0160                          STATION RECOVERY (1983)
 ES0160
 ES0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0323 ***********************************************************************
 DU0323  DESIGNATION -  E 147
 DU0323  PID         -  DU0323
 DU0323  STATE/COUNTY-  AZ/GILA
 DU0323  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0323
 DU0323                         *CURRENT SURVEY CONTROL
 DU0323  ___________________________________________________________________
 DU0323* NAD 83(1986)-  33 47 10.     (N)    110 30 07.     (W)     SCALED    
 DU0323* NAVD 88     -      1331.65   (+/-2cm)    4368.9    (feet)  VERTCON   
 DU0323  ___________________________________________________________________
 DU0323  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DU0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0323
 DU0323.The horizontal coordinates were scaled from a topographic map and have
 DU0323.an estimated accuracy of +/- 6 seconds.
 DU0323
 DU0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0323.The vertical order pertains to the NGVD 29 superseded value.
 DU0323
 DU0323.The geoid height was determined by GEOID03.
 DU0323
 DU0323;                    North         East    Units  Estimated Accuracy
 DU0323;SPC AZ E     -   308,980.      182,310.      MT  (+/- 180 meters Scaled)
 DU0323
 DU0323                          SUPERSEDED SURVEY CONTROL
 DU0323
 DU0323  NGVD 29 (??/??/92) 1330.999  (m)         4366.79   (f) ADJ UNCH    2 0
 DU0323
 DU0323.Superseded values are not recommended for survey control.
 DU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0323.See file dsdata.txt to determine how the superseded data were derived.
 DU0323
 DU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC461385(NAD 83)
 DU0323_MARKER: DB = BENCH MARK DISK
 DU0323_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DU0323_SP_SET: ROCK CLIFF
 DU0323_STAMPING: E 147 1960
 DU0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0323
 DU0323  HISTORY     - Date     Condition        Report By
 DU0323  HISTORY     - 1960     MONUMENTED       CGS
 DU0323  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0323
 DU0323                          STATION DESCRIPTION
 DU0323
 DU0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0323'2.6 MI N FROM SENECA.
 DU0323'ABOUT 2.6 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0323'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN THE
 DU0323'TOP OF A PROJECTION AT THE BOTTOM OF A ROCK CLIFF, 34 FEET EAST OF THE
 DU0323'CENTER LINE OF THE HIGHWAY, 95 FEET SOUTH OF THE EAST END OF A 24-INCH
 DU0323'CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0323
 DU0323                          STATION RECOVERY (1979)
 DU0323
 DU0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0323'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0156 ***********************************************************************
 DU0156  DESIGNATION -  E 149
 DU0156  PID         -  DU0156
 DU0156  STATE/COUNTY-  AZ/GRAHAM
 DU0156  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0156
 DU0156                         *CURRENT SURVEY CONTROL
 DU0156  ___________________________________________________________________
 DU0156* NAD 83(1986)-  33 21 41.     (N)    110 21 18.     (W)     SCALED    
 DU0156* NAVD 88     -      1208.353  (meters)    3964.40   (feet)  ADJUSTED  
 DU0156  ___________________________________________________________________
 DU0156  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DU0156  DYNAMIC HT  -        1206.666 (meters)    3958.87  (feet)  COMP
 DU0156  MODELED GRAV-     979,199.9   (mgal)                       NAVD 88
 DU0156
 DU0156  VERT ORDER  -  SECOND    CLASS 0
 DU0156
 DU0156.The horizontal coordinates were scaled from a topographic map and have
 DU0156.an estimated accuracy of +/- 6 seconds.
 DU0156
 DU0156.The orthometric height was determined by differential leveling
 DU0156.and adjusted in June 1991.
 DU0156
 DU0156.The geoid height was determined by GEOID03.
 DU0156
 DU0156.The dynamic height is computed by dividing the NAVD 88
 DU0156.geopotential number by the normal gravity value computed on the
 DU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0156.degrees latitude (g = 980.6199 gals.).
 DU0156
 DU0156.The modeled gravity was interpolated from observed gravity values.
 DU0156
 DU0156;                    North         East    Units  Estimated Accuracy
 DU0156;SPC AZ E     -   261,840.      195,830.      MT  (+/- 180 meters Scaled)
 DU0156
 DU0156                          SUPERSEDED SURVEY CONTROL
 DU0156
 DU0156  NGVD 29 (??/??/92) 1207.722  (m)         3962.33   (f) ADJ UNCH    2 0
 DU0156
 DU0156.Superseded values are not recommended for survey control.
 DU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0156.See file dsdata.txt to determine how the superseded data were derived.
 DU0156
 DU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB600915(NAD 83)
 DU0156_MARKER: DB = BENCH MARK DISK
 DU0156_SETTING: 66 = SET IN ROCK OUTCROP
 DU0156_SP_SET: ROCK OUTCROP
 DU0156_STAMPING: E 149 1935
 DU0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0156+STABILITY: POSITION/ELEVATION WELL
 DU0156
 DU0156  HISTORY     - Date     Condition        Report By
 DU0156  HISTORY     - 1935     MONUMENTED       CGS
 DU0156
 DU0156                          STATION DESCRIPTION
 DU0156
 DU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0156'2.0 MI S FROM SAN CARLOS.
 DU0156'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0156'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 7.7 MILES EAST
 DU0156'ALONG THE ASH CREEK RANCH ROAD, 120 FEET WEST OF A CURVE, 45 FEET
 DU0156'NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A LARGE ROCK
 DU0156'OUTCROP.  A STANDARD DISK, STAMPED E 149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0178 ***********************************************************************
 DU0178  DESIGNATION -  E 150
 DU0178  PID         -  DU0178
 DU0178  STATE/COUNTY-  AZ/GRAHAM
 DU0178  USGS QUAD   -  SAN CARLOS (1979)
 DU0178
 DU0178                         *CURRENT SURVEY CONTROL
 DU0178  ___________________________________________________________________
 DU0178* NAD 83(1986)-  33 16 30.     (N)    110 24 02.     (W)     SCALED    
 DU0178* NAVD 88     -       841.137  (meters)    2759.63   (feet)  ADJUSTED  
 DU0178  ___________________________________________________________________
 DU0178  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU0178  DYNAMIC HT  -         840.015 (meters)    2755.95  (feet)  COMP
 DU0178  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 DU0178
 DU0178  VERT ORDER  -  FIRST     CLASS II
 DU0178
 DU0178.The horizontal coordinates were scaled from a topographic map and have
 DU0178.an estimated accuracy of +/- 6 seconds.
 DU0178
 DU0178.The orthometric height was determined by differential leveling
 DU0178.and adjusted in June 1991.
 DU0178
 DU0178.The geoid height was determined by GEOID03.
 DU0178
 DU0178.The dynamic height is computed by dividing the NAVD 88
 DU0178.geopotential number by the normal gravity value computed on the
 DU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0178.degrees latitude (g = 980.6199 gals.).
 DU0178
 DU0178.The modeled gravity was interpolated from observed gravity values.
 DU0178
 DU0178;                    North         East    Units  Estimated Accuracy
 DU0178;SPC AZ E     -   252,270.      191,570.      MT  (+/- 180 meters Scaled)
 DU0178
 DU0178                          SUPERSEDED SURVEY CONTROL
 DU0178
 DU0178  NGVD 29 (??/??/92)  840.567  (m)         2757.76   (f) ADJ UNCH    1 2
 DU0178
 DU0178.Superseded values are not recommended for survey control.
 DU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0178.See file dsdata.txt to determine how the superseded data were derived.
 DU0178
 DU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB558819(NAD 83)
 DU0178_MARKER: DB = BENCH MARK DISK
 DU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0178_STAMPING: E 150 1935
 DU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0178+STABILITY: SURFACE MOTION
 DU0178
 DU0178  HISTORY     - Date     Condition        Report By
 DU0178  HISTORY     - 1935     MONUMENTED       CGS
 DU0178  HISTORY     - 1979     GOOD             NGS
 DU0178
 DU0178                          STATION DESCRIPTION
 DU0178
 DU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0178'7.2 MI S FROM SAN CARLOS.
 DU0178'IN GRAHAM COUNTY, 7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0178'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, THENCE 3.0 MILES
 DU0178'NORTHEAST ALONG THE HACKBERRY WASH ROAD, 0.6 MILE SOUTHWEST OF THE
 DU0178'CROSSING OF THE MAIN WASH, 90 FEET NORTH OF A CURVE, AND 34 FEET WEST
 DU0178'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 150 1935
 DU0178'AND SET IN THE TOP OF A CONCRETE POST.
 DU0178
 DU0178                          STATION RECOVERY (1979)
 DU0178
 DU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0178'ADD--THIS MARK CAN ALSO BE REACHED BY GOING 39.0 KILOMETERS (22.25
 DU0178'MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE NEW COUNTY COURTHOUSE
 DU0178'IN GLOBE, THENCE 2.1 KILOMETERS (1.3 MILES) SOUTH ALONG A DIRT ROAD
 DU0178'THE MARK IS 1 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0395 ***********************************************************************
 DT0395  DESIGNATION -  E 153
 DT0395  PID         -  DT0395
 DT0395  STATE/COUNTY-  AZ/GRAHAM
 DT0395  USGS QUAD   -  BONITA TANK (1989)
 DT0395
 DT0395                         *CURRENT SURVEY CONTROL
 DT0395  ___________________________________________________________________
 DT0395* NAD 83(1986)-  33 10 15.     (N)    109 45 56.     (W)     SCALED    
 DT0395* NAVD 88     -      1502.392  (meters)    4929.10   (feet)  ADJUSTED  
 DT0395  ___________________________________________________________________
 DT0395  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DT0395  DYNAMIC HT  -        1500.152 (meters)    4921.75  (feet)  COMP
 DT0395  MODELED GRAV-     979,093.7   (mgal)                       NAVD 88
 DT0395
 DT0395  VERT ORDER  -  SECOND    CLASS 0
 DT0395
 DT0395.The horizontal coordinates were scaled from a topographic map and have
 DT0395.an estimated accuracy of +/- 6 seconds.
 DT0395
 DT0395.The orthometric height was determined by differential leveling
 DT0395.and adjusted in June 1991.
 DT0395
 DT0395.The geoid height was determined by GEOID03.
 DT0395
 DT0395.The dynamic height is computed by dividing the NAVD 88
 DT0395.geopotential number by the normal gravity value computed on the
 DT0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0395.degrees latitude (g = 980.6199 gals.).
 DT0395
 DT0395.The modeled gravity was interpolated from observed gravity values.
 DT0395
 DT0395;                    North         East    Units  Estimated Accuracy
 DT0395;SPC AZ E     -   240,770.      250,770.      MT  (+/- 180 meters Scaled)
 DT0395
 DT0395                          SUPERSEDED SURVEY CONTROL
 DT0395
 DT0395  NGVD 29 (??/??/92) 1501.653  (m)         4926.67   (f) ADJ UNCH    2 0
 DT0395
 DT0395.Superseded values are not recommended for survey control.
 DT0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0395.See file dsdata.txt to determine how the superseded data were derived.
 DT0395
 DT0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB150709(NAD 83)
 DT0395_MARKER: DB = BENCH MARK DISK
 DT0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0395_STAMPING: E 153 1935
 DT0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0395+STABILITY: SURFACE MOTION
 DT0395
 DT0395  HISTORY     - Date     Condition        Report By
 DT0395  HISTORY     - 1935     MONUMENTED       CGS
 DT0395
 DT0395                          STATION DESCRIPTION
 DT0395
 DT0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0395'9.5 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0395'9.5 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.5 MI. NW OF WASH
 DT0395'CROSSING, 0.3 MI. SE OF GATE ACROSS ROAD AND 75 FT. NE OF CENTERLINE
 DT0395'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0296 ***********************************************************************
 ET0296  DESIGNATION -  E 155
 ET0296  PID         -  ET0296
 ET0296  STATE/COUNTY-  AZ/YAVAPAI
 ET0296  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0296
 ET0296                         *CURRENT SURVEY CONTROL
 ET0296  ___________________________________________________________________
 ET0296* NAD 83(1986)-  34 15 02.     (N)    112 03 20.     (W)     SCALED    
 ET0296* NAVD 88     -      1012.49   (+/-2cm)    3321.8    (feet)  VERTCON   
 ET0296  ___________________________________________________________________
 ET0296  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 ET0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0296
 ET0296.The horizontal coordinates were scaled from a topographic map and have
 ET0296.an estimated accuracy of +/- 6 seconds.
 ET0296
 ET0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0296.The vertical order pertains to the NGVD 29 superseded value.
 ET0296
 ET0296.The geoid height was determined by GEOID03.
 ET0296
 ET0296;                    North         East    Units  Estimated Accuracy
 ET0296;SPC AZ C     -   360,450.      200,570.      MT  (+/- 180 meters Scaled)
 ET0296
 ET0296                          SUPERSEDED SURVEY CONTROL
 ET0296
 ET0296  NGVD 29 (??/??/92) 1011.836  (m)         3319.67   (f) ADJ UNCH    2 0
 ET0296
 ET0296.Superseded values are not recommended for survey control.
 ET0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0296.See file dsdata.txt to determine how the superseded data were derived.
 ET0296
 ET0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC028904(NAD 83)
 ET0296_MARKER: DB = BENCH MARK DISK
 ET0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0296_STAMPING: E 155 1935
 ET0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0296+STABILITY: SURFACE MOTION
 ET0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0296+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0296
 ET0296  HISTORY     - Date     Condition        Report By
 ET0296  HISTORY     - 1935     MONUMENTED       CGS
 ET0296  HISTORY     - 1952     GOOD             NGS
 ET0296  HISTORY     - 20080125 GOOD             GEOCAC
 ET0296
 ET0296                          STATION DESCRIPTION
 ET0296
 ET0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0296'9.7 MI SE FROM CORDES.
 ET0296'9.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0296'CORDES, 1.0 MILE SOUTHEAST OF THE CROSSING OF THE AGUA FRIA CREEK AND
 ET0296'THE HORSESHOE RANCH, 0.25 MILE NORTHWEST OF THE CROSSING OF A WASH
 ET0296'THROUGH A WIDE CANYON IN A SMALL CLEARING, ON THE EAST SLOPE OF A
 ET0296'HILL, 39 FEET EAST OF THE CENTER LINE OF AND ABOUT 3 FEET LOWER THAN
 ET0296'THE ROAD, 1.8 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 ET0296'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 ET0296
 ET0296                          STATION RECOVERY (2008)
 ET0296
 ET0296'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0296'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0296'THE DESCRIPTION - THE MARK IS LOCATED 4.4 MILES SOUTHEAST ALONG BLOODY
 ET0296'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17. HANDHELD
 ET0296'COORDINATES
 ET0296'34 15 01.9 (N)   112 03 20.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0134 ***********************************************************************
 DU0134  DESIGNATION -  E 16
 DU0134  PID         -  DU0134
 DU0134  STATE/COUNTY-  AZ/GRAHAM
 DU0134  USGS QUAD   -  SAN CARLOS (1979)
 DU0134
 DU0134                         *CURRENT SURVEY CONTROL
 DU0134  ___________________________________________________________________
 DU0134* NAD 83(1986)-  33 15 16.     (N)    110 26 08.     (W)     SCALED    
 DU0134* NAVD 88     -       780.242  (meters)    2559.84   (feet)  ADJUSTED  
 DU0134  ___________________________________________________________________
 DU0134  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU0134  DYNAMIC HT  -         779.202 (meters)    2556.43  (feet)  COMP
 DU0134  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 DU0134
 DU0134  VERT ORDER  -  FIRST     CLASS II
 DU0134
 DU0134.The horizontal coordinates were scaled from a topographic map and have
 DU0134.an estimated accuracy of +/- 6 seconds.
 DU0134
 DU0134.The orthometric height was determined by differential leveling
 DU0134.and adjusted in June 1991.
 DU0134
 DU0134.The geoid height was determined by GEOID03.
 DU0134
 DU0134.The dynamic height is computed by dividing the NAVD 88
 DU0134.geopotential number by the normal gravity value computed on the
 DU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0134.degrees latitude (g = 980.6199 gals.).
 DU0134
 DU0134.The modeled gravity was interpolated from observed gravity values.
 DU0134
 DU0134;                    North         East    Units  Estimated Accuracy
 DU0134;SPC AZ E     -   250,000.      188,310.      MT  (+/- 180 meters Scaled)
 DU0134
 DU0134                          SUPERSEDED SURVEY CONTROL
 DU0134
 DU0134  NGVD 29 (??/??/92)  779.671  (m)         2557.97   (f) ADJ UNCH    1 2
 DU0134
 DU0134.Superseded values are not recommended for survey control.
 DU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0134.See file dsdata.txt to determine how the superseded data were derived.
 DU0134
 DU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB525796(NAD 83)
 DU0134_MARKER: DB = BENCH MARK DISK
 DU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0134_STAMPING: 2557.971 E 16 1933
 DU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0134+STABILITY: SURFACE MOTION
 DU0134
 DU0134  HISTORY     - Date     Condition        Report By
 DU0134  HISTORY     - 1933     MONUMENTED       CGS
 DU0134
 DU0134                          STATION DESCRIPTION
 DU0134
 DU0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0134'7.3 MI S FROM SAN CARLOS.
 DU0134'ON SOUTHERN PACIFIC RIGHT OF WAY, 1000 FEET SOUTH OF MILEPOST 1194, 40
 DU0134'FEET SOUTH OF RAILROAD CROSSING, 60 FEET SOUTH OF SOUTH END OF
 DU0134'RAILROAD TRESTLE, 12 FEET WEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0311 ***********************************************************************
 DU0311  DESIGNATION -  E 17
 DU0311  PID         -  DU0311
 DU0311  STATE/COUNTY-  AZ/GILA
 DU0311  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0311
 DU0311                         *CURRENT SURVEY CONTROL
 DU0311  ___________________________________________________________________
 DU0311* NAD 83(2007)-  33 31 57.89900(N)    110 54 47.40749(W)     ADJUSTED  
 DU0311* NAVD 88     -      1093.849  (meters)    3588.74   (feet)  ADJUSTED  
 DU0311  ___________________________________________________________________
 DU0311  EPOCH DATE  -        2007.00
 DU0311  X           -  -1,900,042.385 (meters)                     COMP
 DU0311  Y           -  -4,972,289.704 (meters)                     COMP
 DU0311  Z           -   3,503,951.789 (meters)                     COMP
 DU0311  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 DU0311  ELLIP HEIGHT-        1066.364 (meters)          (02/10/07) ADJUSTED
 DU0311  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU0311  DYNAMIC HT  -        1092.371 (meters)    3583.89  (feet)  COMP
 DU0311
 DU0311  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0311  Type    PID    Designation                      North   East  Ellip
 DU0311  -------------------------------------------------------------------
 DU0311  NETWORK DU0311 E 17                              0.39   0.33   1.00
 DU0311  -------------------------------------------------------------------
 DU0311  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 DU0311
 DU0311  VERT ORDER  -  FIRST     CLASS II
 DU0311
 DU0311.The horizontal coordinates were established by GPS observations
 DU0311.and adjusted by the National Geodetic Survey in February 2007.
 DU0311
 DU0311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0311.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0311.The horizontal coordinates are valid at the epoch date displayed above.
 DU0311.The epoch date for horizontal control is a decimal equivalence
 DU0311.of Year/Month/Day.
 DU0311
 DU0311.The orthometric height was determined by differential leveling
 DU0311.and adjusted in June 1991.
 DU0311
 DU0311.Photographs are available for this station.
 DU0311
 DU0311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0311
 DU0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0311
 DU0311.The ellipsoidal height was determined by GPS observations
 DU0311.and is referenced to NAD 83.
 DU0311
 DU0311.The geoid height was determined by GEOID03.
 DU0311
 DU0311.The dynamic height is computed by dividing the NAVD 88
 DU0311.geopotential number by the normal gravity value computed on the
 DU0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0311.degrees latitude (g = 980.6199 gals.).
 DU0311
 DU0311.The modeled gravity was interpolated from observed gravity values.
 DU0311
 DU0311;                    North         East     Units Scale Factor Converg.
 DU0311;SPC AZ E     -   281,082.005   144,025.423   MT  0.99995925   -0 24 44.6
 DU0311;SPC AZ E     -   922,185.06    472,524.35   iFT  0.99995925   -0 24 44.6
 DU0311;UTM  12      - 3,710,353.535   508,062.316   MT  0.99960080   +0 02 52.7
 DU0311
 DU0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0311!SPC AZ E     -   0.99983262  x   0.99995925  =   0.99979187
 DU0311!UTM  12      -   0.99983262  x   0.99960080  =   0.99943348
 DU0311
 DU0311                          SUPERSEDED SURVEY CONTROL
 DU0311
 DU0311  NAD 83(1992)-  33 31 57.89873(N)    110 54 47.40717(W) AD(       ) A
 DU0311  ELLIP H (03/01/04) 1066.377  (m)                       GP(       ) 4 1
 DU0311  NAVD 88 (03/01/04) 1093.85   (m)         3588.7    (f) LEVELING    3  
 DU0311  NGVD 29 (??/??/92) 1093.231  (m)         3586.71   (f) ADJ UNCH    1 2
 DU0311
 DU0311.Superseded values are not recommended for survey control.
 DU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0311.See file dsdata.txt to determine how the superseded data were derived.
 DU0311
 DU0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0806210354(NAD 83)
 DU0311_MARKER: DD = SURVEY DISK
 DU0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0311_STAMPING: E 17 1933
 DU0311_MARK LOGO: CGS   
 DU0311_PROJECTION: PROJECTING 18 CENTIMETERS
 DU0311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0311+STABILITY: SURFACE MOTION
 DU0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0311+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU0311
 DU0311  HISTORY     - Date     Condition        Report By
 DU0311  HISTORY     - 1933     MONUMENTED       CGS
 DU0311  HISTORY     - 1934     GOOD             NGS
 DU0311  HISTORY     - 1979     GOOD             NGS
 DU0311  HISTORY     - 20030815 GOOD             AZ-007
 DU0311  HISTORY     - 20040401 GOOD             AZ-007
 DU0311  HISTORY     - 20050522 GOOD             USPSQD
 DU0311  HISTORY     - 20050529 GOOD             USPSQD
 DU0311
 DU0311                          STATION DESCRIPTION
 DU0311
 DU0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0311'14.9 MI N FROM GLOBE.
 DU0311'14.9 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY FROM GLOBE, GILA
 DU0311'COUNTY, 1.8 MILES NORTHWEST OF THE SUMMIT OF THE DIVIDE BETWEEN HICKS
 DU0311'CANYON AND DEVORE CANYON, 80 YARDS NORTHWEST OF THE CROSSING OF A
 DU0311'POWER-TRANSMISSION LINE, SOUTH OF SMOKE SIGNAL PEAK, AT A TURNOUT IN
 DU0311'THE HIGHWAY, AND 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 DU0311'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 DU0311
 DU0311                          STATION RECOVERY (1934)
 DU0311
 DU0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0311'RECOVERED IN GOOD CONDITION.
 DU0311
 DU0311                          STATION RECOVERY (1979)
 DU0311
 DU0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0311'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM
 DU0311'THE GILA COUNTY COURTHOUSE IN GLOBE, THENCE 13.5 MILES NORTH
 DU0311'ALONG STATE HIGHWAY 88 (APACHE TRAIL), 240 FEET NORTHWEST OF A
 DU0311'HIGHLINE CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE
 DU0311'HIGHWAY, 11 FEET NORTHEAST OF A HIGHWAY POST AND SIGNS (CURVE
 DU0311'30 M.P.H.) AND 5 FEET WEST OF A FENCE.
 DU0311'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 DU0311'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0311
 DU0311                          STATION RECOVERY (2003)
 DU0311
 DU0311'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (THH)
 DU0311'RECOVERY NOTE  (2003)
 DU0311' 
 DU0311'RECOVERED BY GILA COUNTY SURVEYORS.RECOVERED AS DESCRIBED AND IN GOOD
 DU0311'CONDITION.
 DU0311
 DU0311                          STATION RECOVERY (2004)
 DU0311
 DU0311'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU0311'RECOVERED IN GOOD CONDITION.
 DU0311
 DU0311                          STATION RECOVERY (2005)
 DU0311
 DU0311'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0311'DECOVERED AS DESCRIBED.
 DU0311
 DU0311                          STATION RECOVERY (2005)
 DU0311
 DU0311'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0311'RECOVERED AS DESCRIBED.  PAINT TOTALLY MISSING FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0288 ***********************************************************************
 DU0288  DESIGNATION -  E 18
 DU0288  PID         -  DU0288
 DU0288  STATE/COUNTY-  AZ/GILA
 DU0288  USGS QUAD   -  CHRISTMAS (1979)
 DU0288
 DU0288                         *CURRENT SURVEY CONTROL
 DU0288  ___________________________________________________________________
 DU0288* NAD 83(1986)-  33 03 47.     (N)    110 43 27.     (W)     SCALED    
 DU0288* NAVD 88     -       632.83   (+/-2cm)    2076.2    (feet)  VERTCON   
 DU0288  ___________________________________________________________________
 DU0288  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0288
 DU0288.The horizontal coordinates were scaled from a topographic map and have
 DU0288.an estimated accuracy of +/- 6 seconds.
 DU0288
 DU0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0288.The vertical order pertains to the NGVD 29 superseded value.
 DU0288
 DU0288.The geoid height was determined by GEOID03.
 DU0288
 DU0288;                    North         East    Units  Estimated Accuracy
 DU0288;SPC AZ E     -   228,880.      161,300.      MT  (+/- 180 meters Scaled)
 DU0288
 DU0288                          SUPERSEDED SURVEY CONTROL
 DU0288
 DU0288  NGVD 29 (??/??/92)  632.220  (m)         2074.21   (f) ADJ UNCH    2 0
 DU0288
 DU0288.Superseded values are not recommended for survey control.
 DU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0288.See file dsdata.txt to determine how the superseded data were derived.
 DU0288
 DU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB257583(NAD 83)
 DU0288_MARKER: DB = BENCH MARK DISK
 DU0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0288_SP_SET: CONCRETE BASE
 DU0288_STAMPING: 2074.271 E 18 1933
 DU0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0288+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 DU0288
 DU0288  HISTORY     - Date     Condition        Report By
 DU0288  HISTORY     - 1933     MONUMENTED       CGS
 DU0288  HISTORY     - 20041030 GOOD             GEOCAC
 DU0288  HISTORY     - 20051217 GOOD             GEOCAC
 DU0288
 DU0288                          STATION DESCRIPTION
 DU0288
 DU0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0288'8.3 MI N FROM WINKELMAN.
 DU0288'8.3 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, AT CHRISTMAS,
 DU0288'150 FEET SOUTH OF A CONCRETE-ARCH RAILROAD BRIDGE, 110 FEET NORTH OF A
 DU0288'POWERHOUSE, 85 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT AN
 DU0288'AERIAL-TRAMWAY TERMINAL AND IN THE TOP OF THE CONCRETE BASE. NOTE--
 DU0288'NEW ROAD CONSTRUCTION IN THIS AREA DICTATES THAT THE DESCRIPTION IN
 DU0288'THE IMMEDIATE VICINITY OF THE BM SHOULD BE CHANGED TO READ, 185 FEET
 DU0288'NW OF THE JUNCTION OF STATE HIGHWAY 77 AND THE ROAD LEADING TO THE
 DU0288'CHRISTMAS MINE HOUSING AREA.
 DU0288
 DU0288                          STATION RECOVERY (2004)
 DU0288
 DU0288'RECOVERY NOTE BY GEOCACHING 2004 (MDR)
 DU0288'GOOD CONDITION, WILL SUBMIT PHOTOS ANOTHER TIME.
 DU0288
 DU0288                          STATION RECOVERY (2005)
 DU0288
 DU0288'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DU0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0308 ***********************************************************************
 CZ0308  DESIGNATION -  E 19
 CZ0308  PID         -  CZ0308
 CZ0308  STATE/COUNTY-  AZ/PINAL
 CZ0308  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0308
 CZ0308                         *CURRENT SURVEY CONTROL
 CZ0308  ___________________________________________________________________
 CZ0308* NAD 83(1986)-  32 35 27.     (N)    110 53 37.     (W)     SCALED    
 CZ0308* NAVD 88     -      1112.25   (+/-2cm)    3649.1    (feet)  VERTCON   
 CZ0308  ___________________________________________________________________
 CZ0308  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CZ0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0308
 CZ0308.The horizontal coordinates were scaled from a topographic map and have
 CZ0308.an estimated accuracy of +/- 6 seconds.
 CZ0308
 CZ0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0308.The vertical order pertains to the NGVD 29 superseded value.
 CZ0308
 CZ0308.The geoid height was determined by GEOID03.
 CZ0308
 CZ0308;                    North         East    Units  Estimated Accuracy
 CZ0308;SPC AZ C     -   176,840.      309,400.      MT  (+/- 180 meters Scaled)
 CZ0308
 CZ0308                          SUPERSEDED SURVEY CONTROL
 CZ0308
 CZ0308  NGVD 29 (??/??/92) 1111.518  (m)         3646.71   (f) ADJ UNCH    2 0
 CZ0308
 CZ0308.Superseded values are not recommended for survey control.
 CZ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0308.See file dsdata.txt to determine how the superseded data were derived.
 CZ0308
 CZ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB099059(NAD 83)
 CZ0308_MARKER: DB = BENCH MARK DISK
 CZ0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0308_SP_SET: MONUMENT
 CZ0308_STAMPING: E 19 1933
 CZ0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0308
 CZ0308  HISTORY     - Date     Condition        Report By
 CZ0308  HISTORY     - 1933     MONUMENTED       CGS
 CZ0308  HISTORY     - 1962     GOOD             NGS
 CZ0308
 CZ0308                          STATION DESCRIPTION
 CZ0308
 CZ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0308'3.5 MI NE FROM ORACLE JUNCTION.
 CZ0308'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM ORACLE JUNCTION, 92
 CZ0308'FEET NORTH OF THE CENTER OF STATE HIGHWAY 77, 8.3 FEET SOUTH OF A
 CZ0308'FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, A STANDARD DISK SET IN
 CZ0308'THE TOP OF A 10X10-INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 CZ0308'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0408 ***********************************************************************
 DU0408  DESIGNATION -  E 21
 DU0408  PID         -  DU0408
 DU0408  STATE/COUNTY-  AZ/MARICOPA
 DU0408  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0408
 DU0408                         *CURRENT SURVEY CONTROL
 DU0408  ___________________________________________________________________
 DU0408* NAD 83(1986)-  33 35 01.     (N)    111 13 05.     (W)     SCALED    
 DU0408* NAVD 88     -       687.615  (meters)    2255.95   (feet)  ADJUSTED  
 DU0408  ___________________________________________________________________
 DU0408  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DU0408  DYNAMIC HT  -         686.741 (meters)    2253.08  (feet)  COMP
 DU0408  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 DU0408
 DU0408  VERT ORDER  -  FIRST     CLASS II
 DU0408
 DU0408.The horizontal coordinates were scaled from a topographic map and have
 DU0408.an estimated accuracy of +/- 6 seconds.
 DU0408
 DU0408.The orthometric height was determined by differential leveling
 DU0408.and adjusted in June 1991.
 DU0408
 DU0408.The geoid height was determined by GEOID03.
 DU0408
 DU0408.The dynamic height is computed by dividing the NAVD 88
 DU0408.geopotential number by the normal gravity value computed on the
 DU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0408.degrees latitude (g = 980.6199 gals.).
 DU0408
 DU0408.The modeled gravity was interpolated from observed gravity values.
 DU0408
 DU0408;                    North         East    Units  Estimated Accuracy
 DU0408;SPC AZ C     -   286,690.      278,210.      MT  (+/- 180 meters Scaled)
 DU0408
 DU0408                          SUPERSEDED SURVEY CONTROL
 DU0408
 DU0408  NGVD 29 (??/??/92)  687.013  (m)         2253.98   (f) ADJ UNCH    1 2
 DU0408
 DU0408.Superseded values are not recommended for survey control.
 DU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0408.See file dsdata.txt to determine how the superseded data were derived.
 DU0408
 DU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC797160(NAD 83)
 DU0408_MARKER: DB = BENCH MARK DISK
 DU0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0408_STAMPING: E 21 1933
 DU0408_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0408+STABILITY: SURFACE MOTION
 DU0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0408+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0408
 DU0408  HISTORY     - Date     Condition        Report By
 DU0408  HISTORY     - 1933     MONUMENTED       CGS
 DU0408  HISTORY     - 1948     GOOD             NGS
 DU0408  HISTORY     - 1980     GOOD             NGS
 DU0408  HISTORY     - 20040403 GOOD             USPSQD
 DU0408  HISTORY     - 20060211 GOOD             USPSQD
 DU0408  HISTORY     - 20080716 GOOD             GEOCAC
 DU0408
 DU0408                          STATION DESCRIPTION
 DU0408
 DU0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0408'12.5 MI SW FROM ROOSEVELT.
 DU0408'12.5 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILE
 DU0408'NORTHEAST OF MILE POST 231, 0.4 MILE NORTHWEST OF THE BRIDGE OVER
 DU0408'DAVIS WASH, 0.2 MILE WEST OF THE ROAD LEADING DOWN THE WASH TO APACHE
 DU0408'LAKE, 52 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A
 DU0408'TURNOUT OF THE HIGHWAY, ON THE NORTH BANK OF A WASH AND SET IN THE TOP
 DU0408'OF A CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY LEVEL, PROJECTING 0.8
 DU0408'FOOT ABOVE THE GROUND AND 2.6 FEET SOUTH OF THE WHITE WOODEN WITNESS
 DU0408'POST.
 DU0408
 DU0408                          STATION RECOVERY (1980)
 DU0408
 DU0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0408'16.6 KM (10.3 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0408'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.6 KM (0.4 MI)
 DU0408'NORTHEAST OF HIGHWAY MILEPOST 231, 0.25 KM (0.15 MI) NORTHWEST OF THE
 DU0408'T JUNCTION OF TO THE WAFB WATERDOG RECREATION AREA, SET ON A POINT ON
 DU0408'THE SOUTHWEST SIDE OF DAVIS WASH, 15.8 METERS (52.0 FT) NORTHEAST
 DU0408'OF THE CENTERLINE OF THE HIGHWAY.
 DU0408'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DU0408'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0408
 DU0408                          STATION RECOVERY (2004)
 DU0408
 DU0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0408'RECOVERED  AS DESCRIBED
 DU0408
 DU0408                          STATION RECOVERY (2006)
 DU0408
 DU0408'RECOVERY NOTE BY US POWER SQUADRON 2006 (JW)
 DU0408'RECOVERED AS DESCRIBED.
 DU0408
 DU0408                          STATION RECOVERY (2008)
 DU0408
 DU0408'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0408'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES AS N
 DU0408'33 35.030 W 111
 DU0408'13.103.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0639 ***********************************************************************
 DU0639  DESIGNATION -  E 22
 DU0639  PID         -  DU0639
 DU0639  STATE/COUNTY-  AZ/MARICOPA
 DU0639  USGS QUAD   -  BUCKHORN (1982)
 DU0639
 DU0639                         *CURRENT SURVEY CONTROL
 DU0639  ___________________________________________________________________
 DU0639* NAD 83(1986)-  33 24 54.     (N)    111 40 50.     (W)     SCALED    
 DU0639* NAVD 88     -       432.067  (meters)    1417.54   (feet)  ADJUSTED  
 DU0639  ___________________________________________________________________
 DU0639  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU0639  DYNAMIC HT  -         431.552 (meters)    1415.85  (feet)  COMP
 DU0639  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 DU0639
 DU0639  VERT ORDER  -  FIRST     CLASS II
 DU0639
 DU0639.The horizontal coordinates were scaled from a topographic map and have
 DU0639.an estimated accuracy of +/- 6 seconds.
 DU0639
 DU0639.The orthometric height was determined by differential leveling
 DU0639.and adjusted in November 1993.
 DU0639
 DU0639.The geoid height was determined by GEOID03.
 DU0639
 DU0639.The dynamic height is computed by dividing the NAVD 88
 DU0639.geopotential number by the normal gravity value computed on the
 DU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0639.degrees latitude (g = 980.6199 gals.).
 DU0639
 DU0639.The modeled gravity was interpolated from observed gravity values.
 DU0639
 DU0639;                    North         East    Units  Estimated Accuracy
 DU0639;SPC AZ C     -   267,800.      235,320.      MT  (+/- 180 meters Scaled)
 DU0639
 DU0639                          SUPERSEDED SURVEY CONTROL
 DU0639
 DU0639  NAVD 88 (06/15/91)  432.115  (m)         1417.70   (f) UNKNOWN     1 2
 DU0639
 DU0639.Superseded values are not recommended for survey control.
 DU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0639.See file dsdata.txt to determine how the superseded data were derived.
 DU0639
 DU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB367975(NAD 83)
 DU0639_MARKER: DB = BENCH MARK DISK
 DU0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0639_SP_SET: CONCRETE POST
 DU0639_STAMPING: E 22 1933
 DU0639_MARK LOGO: CGS   
 DU0639_PROJECTION: PROJECTING 30 CENTIMETERS
 DU0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0639+STABILITY: SURFACE MOTION
 DU0639
 DU0639  HISTORY     - Date     Condition        Report By
 DU0639  HISTORY     - 1933     MONUMENTED       CGS
 DU0639  HISTORY     - 1948     GOOD             NGS
 DU0639  HISTORY     - 1981     GOOD             NGS
 DU0639  HISTORY     - 1981     GOOD             AZDT
 DU0639  HISTORY     - 1984     GOOD             AZDT
 DU0639  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0639  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DU0639
 DU0639                          STATION DESCRIPTION
 DU0639
 DU0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0639'7.8 MI W FROM APACHE JUNCTION.
 DU0639'ABOUT 7.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM APACHE JUNCTION, ABOUT
 DU0639'6.0 MILES WEST OF PINAL-MARICOPA COUNTY LINE, ABOUT 0.5 MILE SOUTHEAST
 DU0639'OF DESERT WELLS, ABOUT 68 YARDS SOUTH OF THE CENTER LINE OF THE
 DU0639'HIGHWAY, ABOUT 2 FEET BELOW THE SURFACE OF THE HIGHWAY, AND 1 FOOT
 DU0639'WEST OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE
 DU0639'POST PROJECTING 7 INCHES ABOVE GROUND.
 DU0639
 DU0639                          STATION RECOVERY (1981)
 DU0639
 DU0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0639'1.9 KILOMETERS (1.2 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0639'FROM THE POST OFFICE AT BUCKHORN, 0.3 KILOMETER (0.2 MILE) EAST OF THE
 DU0639'BUSH HIGHWAY, IN A FIELD ACROSS THE HIGHWAY FROM THE
 DU0639'NATIONAL BANK AND BETWEEN THE FIRST FEDERAL SAVINGS AND SOUTHWEST
 DU0639'SAVINGS BUILDINGS, 61.5 METERS (202.0 FEET) SOUTH OF THE SOUTH
 DU0639'CENTERLINE OF THE TRIPLE EASTBOUND TRAFFIC LANES, 53.6
 DU0639'METERS (176.0 FEET) WEST OF THE CENTERLINE OF A DEAD END PAVED ROAD,
 DU0639'1.5 METERS (5.0 FEET) NORTH EXTENDED CENTERLINE OF THE WEST DRIVE
 DU0639'TO THE SOUTHWEST SAVING BUILDING.
 DU0639'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 DU0639'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0639
 DU0639                          STATION RECOVERY (1981)
 DU0639
 DU0639'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU0639'RECOVERED IN GOOD CONDITION.
 DU0639
 DU0639                          STATION RECOVERY (1984)
 DU0639
 DU0639'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU0639'RECOVERED IN GOOD CONDITION.
 DU0639
 DU0639                          STATION RECOVERY (1992)
 DU0639
 DU0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0639'MARK NOT FOUND.
 DU0639
 DU0639                          STATION RECOVERY (2008)
 DU0639
 DU0639'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0639'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0639'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0792 ***********************************************************************
 DU0792  DESIGNATION -  E 23
 DU0792  PID         -  DU0792
 DU0792  STATE/COUNTY-  AZ/MARICOPA
 DU0792  USGS QUAD   -  TEMPE (1982)
 DU0792
 DU0792                         *CURRENT SURVEY CONTROL
 DU0792  ___________________________________________________________________
 DU0792* NAD 83(1986)-  33 26 05.     (N)    111 56 35.     (W)     SCALED    
 DU0792* NAVD 88     -       358.89   (+/-2cm)    1177.5    (feet)  VERTCON   
 DU0792  ___________________________________________________________________
 DU0792  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0792
 DU0792.The horizontal coordinates were scaled from a topographic map and have
 DU0792.an estimated accuracy of +/- 6 seconds.
 DU0792
 DU0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0792.The vertical order pertains to the NGVD 29 superseded value.
 DU0792
 DU0792.The geoid height was determined by GEOID03.
 DU0792
 DU0792;                    North         East    Units  Estimated Accuracy
 DU0792;SPC AZ C     -   269,960.      210,910.      MT  (+/- 180 meters Scaled)
 DU0792
 DU0792                          SUPERSEDED SURVEY CONTROL
 DU0792
 DU0792  NGVD 29 (??/??/92)  358.250  (m)         1175.36   (f) ADJ UNCH    2 0
 DU0792
 DU0792.Superseded values are not recommended for survey control.
 DU0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0792.See file dsdata.txt to determine how the superseded data were derived.
 DU0792
 DU0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB123998(NAD 83)
 DU0792_MARKER: DB = BENCH MARK DISK
 DU0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0792_SP_SET: SIDEWALK
 DU0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0792+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DU0792
 DU0792  HISTORY     - Date     Condition        Report By
 DU0792  HISTORY     - UNK      MONUMENTED       CGS
 DU0792  HISTORY     - 1933     GOOD             NGS
 DU0792  HISTORY     - 20060824 GOOD             GEOCAC
 DU0792  HISTORY     - 20080429 GOOD             GEOCAC
 DU0792
 DU0792                          STATION DESCRIPTION
 DU0792
 DU0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0792'IN TEMPE.
 DU0792'TEMPE BRIDGE, AT NORTHWEST CORNER OF CONCRETE HIGHWAY BRIDGE OVER SALT
 DU0792'RIVER, ON TOP OF CONCRETE SIDEWALK, NORTH SIDE OF CORNER POST.
 DU0792
 DU0792                          STATION RECOVERY (2006)
 DU0792
 DU0792'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0792'RECOVERED IN GOOD CONDITION.
 DU0792
 DU0792                          STATION RECOVERY (2008)
 DU0792
 DU0792'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU0792'ADD TO DESCRIPTION, THE BRIDGE NOW CARRIES THE SOUTHBOUND LANES OF
 DU0792'NORTH MILL AVENUE.
 DU0792' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0922 ***********************************************************************
 DV0922  DESIGNATION -  E 24
 DV0922  PID         -  DV0922
 DV0922  STATE/COUNTY-  AZ/MARICOPA
 DV0922  USGS QUAD   -  WITTMANN (1981)
 DV0922
 DV0922                         *CURRENT SURVEY CONTROL
 DV0922  ___________________________________________________________________
 DV0922* NAD 83(1986)-  33 47 55.     (N)    112 33 17.     (W)     SCALED    
 DV0922* NAVD 88     -       543.539  (meters)    1783.26   (feet)  POSTED    
 DV0922  ___________________________________________________________________
 DV0922  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0922  DYNAMIC HT  -         542.890 (meters)    1781.13  (feet)  COMP
 DV0922  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 DV0922
 DV0922  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0922
 DV0922.The horizontal coordinates were scaled from a topographic map and have
 DV0922.an estimated accuracy of +/- 6 seconds.
 DV0922
 DV0922.The orthometric height was determined by differential leveling
 DV0922.and adjusted in November 2005.
 DV0922.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0922.was located on a no-check spur therefore a value was not computed.
 DV0922.No vertical observational check was made to the station.
 DV0922
 DV0922.The geoid height was determined by GEOID03.
 DV0922
 DV0922.The dynamic height is computed by dividing the NAVD 88
 DV0922.geopotential number by the normal gravity value computed on the
 DV0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0922.degrees latitude (g = 980.6199 gals.).
 DV0922
 DV0922.The modeled gravity was interpolated from observed gravity values.
 DV0922
 DV0922;                    North         East    Units  Estimated Accuracy
 DV0922;SPC AZ C     -   310,500.      154,280.      MT  (+/- 180 meters Scaled)
 DV0922
 DV0922                          SUPERSEDED SURVEY CONTROL
 DV0922
 DV0922  NGVD 29 (??/??/92)  543.011  (m)         1781.53   (f) ADJ UNCH    2 0
 DV0922
 DV0922.Superseded values are not recommended for survey control.
 DV0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0922.See file dsdata.txt to determine how the superseded data were derived.
 DV0922
 DV0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC560409(NAD 83)
 DV0922_MARKER: DB = BENCH MARK DISK
 DV0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0922_SP_SET: CULVERT
 DV0922_STAMPING: E 24 1933
 DV0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0922+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DV0922
 DV0922  HISTORY     - Date     Condition        Report By
 DV0922  HISTORY     - 1933     MONUMENTED       CGS
 DV0922  HISTORY     - 1939     GOOD             NGS
 DV0922  HISTORY     - 20070203 GOOD             GEOCAC
 DV0922
 DV0922                          STATION DESCRIPTION
 DV0922
 DV0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0922'5.4 MI SE FROM HOT SPRINGS JUNCTION.
 DV0922'5.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0922'FROM HOT SPRINGS JUNCTION, 600 FEET NORTHWEST OF MILEPOST 156, AT
 DV0922'CULVERT G 156, AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A
 DV0922'STANDARD DISK, STAMPED E 24 1933.
 DV0922
 DV0922                          STATION RECOVERY (2007)
 DV0922
 DV0922'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0991 ***********************************************************************
 DV0991  DESIGNATION -  E 25
 DV0991  PID         -  DV0991
 DV0991  STATE/COUNTY-  AZ/MARICOPA
 DV0991  USGS QUAD   -  AGUILA (1990)
 DV0991
 DV0991                         *CURRENT SURVEY CONTROL
 DV0991  ___________________________________________________________________
 DV0991* NAD 83(1992)-  33 56 13.91459(N)    113 12 15.65613(W)     ADJUSTED  
 DV0991* NAVD 88     -       658.82   (+/-2cm)    2161.5    (feet)  VERTCON   
 DV0991  ___________________________________________________________________
 DV0991  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV0991  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0991  HORZ ORDER  -  FIRST
 DV0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0991
 DV0991.The horizontal coordinates were established by classical geodetic methods
 DV0991.and adjusted by the National Geodetic Survey in June 1998.
 DV0991
 DV0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0991.The vertical order pertains to the NGVD 29 superseded value.
 DV0991
 DV0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0991
 DV0991.The geoid height was determined by GEOID03.
 DV0991
 DV0991;                    North         East     Units Scale Factor Converg.
 DV0991;SPC AZ C     -   326,435.375    94,318.375   MT  1.00007464   -0 43 08.3
 DV0991;SPC AZ C     - 1,070,982.20    309,443.49   iFT  1.00007464   -0 43 08.3
 DV0991;SPC AZ W     -   325,833.448   263,803.851   MT  0.99996469   +0 18 16.7
 DV0991;SPC AZ W     - 1,069,007.38    865,498.20   iFT  0.99996469   +0 18 16.7
 DV0991;UTM  12      - 3,757,381.367   296,264.386   MT  1.00011172   -1 13 51.9
 DV0991
 DV0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0991!SPC AZ C     -   0.99990130  x   1.00007464  =   0.99997593
 DV0991!SPC AZ W     -   0.99990130  x   0.99996469  =   0.99986599
 DV0991!UTM  12      -   0.99990130  x   1.00011172  =   1.00001301
 DV0991
 DV0991|---------------------------------------------------------------------|
 DV0991| PID    Reference Object                     Distance      Geod. Az  |
 DV0991|                                                           dddmmss.s |
 DV0991| CS6614 E 25 RM 1                            12.096 METERS 05228     |
 DV0991| DV1883 WARNING RESET                       APPROX. 3.4 KM 0793347.1 |
 DV0991| CS6615 E 25 RM 2                            12.248 METERS 27719     |
 DV0991|---------------------------------------------------------------------|
 DV0991
 DV0991                          SUPERSEDED SURVEY CONTROL
 DV0991
 DV0991  NAD 83(1992)-  33 56 13.91459(N)    113 12 15.65613(W) AD(       ) 1
 DV0991  NAD 83(1986)-  33 56 13.91475(N)    113 12 15.66176(W) AD(       ) 1
 DV0991  NAD 27      -  33 56 13.80600(N)    113 12 12.96600(W) AD(       ) 1
 DV0991  NGVD 29 (??/??/92)  658.133  (m)         2159.22   (f) ADJ UNCH    2 0
 DV0991
 DV0991.Superseded values are not recommended for survey control.
 DV0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0991.See file dsdata.txt to determine how the superseded data were derived.
 DV0991
 DV0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9626457381(NAD 83)
 DV0991_MARKER: DB = BENCH MARK DISK
 DV0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV0991_STAMPING: E 25 1933
 DV0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0991+STABILITY: SURFACE MOTION
 DV0991
 DV0991  HISTORY     - Date     Condition        Report By
 DV0991  HISTORY     - 1933     MONUMENTED       CGS
 DV0991  HISTORY     - 1944     GOOD             CGS
 DV0991  HISTORY     - 1944     GOOD             NGS
 DV0991  HISTORY     - 1967     GOOD             AMS
 DV0991  HISTORY     - 1985     GOOD             AZDT
 DV0991
 DV0991                          STATION DESCRIPTION
 DV0991
 DV0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 DV0991'STATION IS LOCATED ON THE N SIDE OF THE ATCHISON, TOPEKA
 DV0991'AND SANTA FE RAILWAY TRACK, 1-1/2 MILES W OF AGUILA.  IT
 DV0991'IS 181 FEET ENE OF RAILROAD MILEPOST 24, 83.4 FEET NNW OF
 DV0991'THE CENTER LINE OF THE A.T. AND S.F. RY. TRACK, 53 FEET SSE
 DV0991'OF THE CENTER LINE OF A DIRT ROAD ALONG THE TRACK, AND 16.8
 DV0991'FEET SSE OF A BARBED-WIRE FENCE.
 DV0991'
 DV0991'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 DV0991'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND
 DV0991'IS STAMPED E 25 1933.
 DV0991'
 DV0991'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ACROSS
 DV0991'THE A.T. AND S.F. RY. TRACK, THEN TURN SHARP LEFT ON DIRT
 DV0991'ROAD AND GO 1.6 MILES TO THE STATION ON THE LEFT.
 DV0991
 DV0991                          STATION RECOVERY (1944)
 DV0991
 DV0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DV0991'1.8 MI W FROM AGUILA.
 DV0991'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0991'AGUILA, MARICOPA COUNTY, 181 FEET EAST-NORTHEAST OF MILEPOST 24, 83.4
 DV0991'FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE TRACK, 53 FEET
 DV0991'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD LEADING PAST THE
 DV0991'MARK, AND 16.8 FEET SOUTH-SOUTHEAST OF A BARBED WIRE FENCE.  A
 DV0991'STANDARD DISK, STAMPED E 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 DV0991'PROJECTING 6 INCHES ABOVE GROUND.
 DV0991
 DV0991                          STATION RECOVERY (1967)
 DV0991
 DV0991'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (SJH)
 DV0991'RECOVERED AS DESCRIBED.
 DV0991
 DV0991                          STATION RECOVERY (1985)
 DV0991
 DV0991'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV0991'THE STATION WAS RECOVERED AS DESCRIBED IN 1944.  REFERENCE MARKS 1 AND
 DV0991'2 WERE ESTABLISHED AT THIS TIME.
 DV0991'
 DV0991'REFERENCE MARK 1 IS A NGS DISK STAMPED---E 25 1933 1984---.  IT IS SET
 DV0991'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 DV0991'S
 DV0991'REFERENCE MARK 2 IS A NGS DISK STAMPED---E 25 1933 1984---.  IT IS SET
 DV0991'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 DV0991'
 DV0991'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 DV0991'U.S. HIGHWAY 60 FOR 0.35 MILE TO EAGLE EYE ROAD.  TURN RIGHT AND
 DV0991'TRAVEL NORTH 0.05 MILE TO THE INTERSECTION OF VALLEY ROAD.  TURN LEFT
 DV0991'AND TRAVEL WEST FOR 0.15 MILE TO THE END OF PAVEMENT.  BARE LEFT AND
 DV0991'CROSS THE NORTHWEST BOUND RAILROAD TRACKS AND CONTINUE WEST ALONG THE
 DV0991'TRACK ROAD WHICH FOLLOWS THE WEST BOUND RAILROAD FOR 1.5 MILES TO THE
 DV0991'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0045 ***********************************************************************
 FQ0045  DESIGNATION -  E 252
 FQ0045  PID         -  FQ0045
 FQ0045  STATE/COUNTY-  AZ/NAVAJO
 FQ0045  USGS QUAD   -  TUCKER MESA (1983)
 FQ0045
 FQ0045                         *CURRENT SURVEY CONTROL
 FQ0045  ___________________________________________________________________
 FQ0045* NAD 83(1986)-  35 03 28.     (N)    110 48 16.     (W)     SCALED    
 FQ0045* NAVD 88     -      1507.454  (meters)    4945.71   (feet)  ADJUSTED  
 FQ0045  ___________________________________________________________________
 FQ0045  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0045  DYNAMIC HT  -        1505.456 (meters)    4939.15  (feet)  COMP
 FQ0045  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 FQ0045
 FQ0045  VERT ORDER  -  FIRST     CLASS II
 FQ0045
 FQ0045.The horizontal coordinates were scaled from a topographic map and have
 FQ0045.an estimated accuracy of +/- 6 seconds.
 FQ0045
 FQ0045.The orthometric height was determined by differential leveling
 FQ0045.and adjusted in June 1991.
 FQ0045
 FQ0045.The geoid height was determined by GEOID03.
 FQ0045
 FQ0045.The dynamic height is computed by dividing the NAVD 88
 FQ0045.geopotential number by the normal gravity value computed on the
 FQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0045.degrees latitude (g = 980.6199 gals.).
 FQ0045
 FQ0045.The modeled gravity was interpolated from observed gravity values.
 FQ0045
 FQ0045;                    North         East    Units  Estimated Accuracy
 FQ0045;SPC AZ E     -   450,170.      155,190.      MT  (+/- 180 meters Scaled)
 FQ0045
 FQ0045                          SUPERSEDED SURVEY CONTROL
 FQ0045
 FQ0045  NGVD 29 (??/??/92) 1506.691  (m)         4943.20   (f) ADJ UNCH    1 2
 FQ0045
 FQ0045.Superseded values are not recommended for survey control.
 FQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0045.See file dsdata.txt to determine how the superseded data were derived.
 FQ0045
 FQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD178794(NAD 83)
 FQ0045_MARKER: DB = BENCH MARK DISK
 FQ0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0045_SP_SET: ABUTMENT
 FQ0045_STAMPING: E 252 1939
 FQ0045_MARK LOGO: CGS   
 FQ0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0045
 FQ0045  HISTORY     - Date     Condition        Report By
 FQ0045  HISTORY     - 1939     MONUMENTED       CGS
 FQ0045  HISTORY     - 1959     GOOD             NGS
 FQ0045  HISTORY     - 1983     GOOD             NGS
 FQ0045
 FQ0045                          STATION DESCRIPTION
 FQ0045
 FQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0045'6.5 MI W FROM WINSLOW.
 FQ0045'IN COCONINO COUNTY, 6.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 FQ0045'SANTA FE RAILWAY FROM WINSLOW, NAVAJO COUNTY, 0.3 MILE WEST OF
 FQ0045'MILEPOST 292, AT BRIDGE A 293, IN THE TOP OF THE NORTH END OF THE EAST
 FQ0045'ABUTMENT, AND 8 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK. A
 FQ0045'STANDARD DISK, STAMPED E 252 1939.  NOTE-- THE BRIDGE MENTIONED IS A
 FQ0045'SMALL ONE AND MAY BE MORE PROPERLY CLASSIFIED AS A CULVERT.
 FQ0045
 FQ0045                          STATION RECOVERY (1983)
 FQ0045
 FQ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0045'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.7 KM (6.65
 FQ0045'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0045'POST OFFICE IN WINSLOW, 0.5 KM (0.3 MI) WEST OF RAILROAD MILEPOST 292,
 FQ0045'0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 247, IN THE NORTH END OF THE
 FQ0045'EAST CONCRETE ABUTMENT OF A SMALL RAILROAD BRIDGE, 83.8 METERS (274.9
 FQ0045'FT) SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY
 FQ0045'AND 2.5 METERS (8.2 FT) NORTHWEST OF THE NEAR RAIL OF THE SANTA FE
 FQ0045'RAILROAD.
 FQ0045'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0568 ***********************************************************************
 FS0568  DESIGNATION -  E 253 RESET
 FS0568  PID         -  FS0568
 FS0568  STATE/COUNTY-  AZ/MOHAVE
 FS0568  USGS QUAD   -  KINGMAN (1980)
 FS0568
 FS0568                         *CURRENT SURVEY CONTROL
 FS0568  ___________________________________________________________________
 FS0568* NAD 83(1986)-  35 11 26.     (N)    114 03 46.     (W)     SCALED    
 FS0568* NAVD 88     -      1017.772  (meters)    3339.14   (feet)  ADJUSTED  
 FS0568  ___________________________________________________________________
 FS0568  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0568  DYNAMIC HT  -        1016.576 (meters)    3335.22  (feet)  COMP
 FS0568  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 FS0568
 FS0568  VERT ORDER  -  FIRST     CLASS II
 FS0568
 FS0568.The horizontal coordinates were scaled from a topographic map and have
 FS0568.an estimated accuracy of +/- 6 seconds.
 FS0568
 FS0568.The orthometric height was determined by differential leveling
 FS0568.and adjusted in June 1991.
 FS0568
 FS0568.The geoid height was determined by GEOID03.
 FS0568
 FS0568.The dynamic height is computed by dividing the NAVD 88
 FS0568.geopotential number by the normal gravity value computed on the
 FS0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0568.degrees latitude (g = 980.6199 gals.).
 FS0568
 FS0568.The modeled gravity was interpolated from observed gravity values.
 FS0568
 FS0568;                    North         East    Units  Estimated Accuracy
 FS0568;SPC AZ W     -   464,770.      184,880.      MT  (+/- 180 meters Scaled)
 FS0568
 FS0568                          SUPERSEDED SURVEY CONTROL
 FS0568
 FS0568.No superseded survey control is available for this station.
 FS0568
 FS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU674981(NAD 83)
 FS0568_MARKER: DB = BENCH MARK DISK
 FS0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0568_SP_SET: BRIDGE
 FS0568_STAMPING: E 253 1940 RESET 1959
 FS0568_MARK LOGO: CGS   
 FS0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0568
 FS0568  HISTORY     - Date     Condition        Report By
 FS0568  HISTORY     - 1959     MONUMENTED       AZHD
 FS0568  HISTORY     - 1982     GOOD             NGS
 FS0568
 FS0568                          STATION DESCRIPTION
 FS0568
 FS0568'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1959
 FS0568'0.5 MI W FROM KINGMAN.
 FS0568'THE MARK IS LOCATED 0.5 MILES WEST ALONG U.S. HIGHWAY 93 FROM
 FS0568'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN,
 FS0568'AT THE SOUTHWEST END OF A BRIDGE, 35 FEET SOUTH OF THE
 FS0568'CENTERLINE OF THE HIGHWAY, 3 FEET HIGHER THAN THE HIGHWAY,
 FS0568'AND IN THE TOP OF THE CONCRETE BRIDGE DADO.
 FS0568
 FS0568                          STATION RECOVERY (1982)
 FS0568
 FS0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0568'0.5 KM (0.3 MI) EAST ALONG US HIGHWAY 93 FROM THE INTERSTATE HIGHWAY
 FS0568'40 OVERPASS IN KINGMAN, AT A BRIDGE WITH METAL RAILING OVER A WASH, IN
 FS0568'TOP OF THE SOUTH CONCRETE GUARDRAIL, 0.6 METER (1.9 FT) EAST OF THE
 FS0568'WEST END, 10 METERS (33 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FS0568'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0348 ***********************************************************************
 FS0348  DESIGNATION -  E 254
 FS0348  PID         -  FS0348
 FS0348  STATE/COUNTY-  AZ/MOHAVE
 FS0348  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0348
 FS0348                         *CURRENT SURVEY CONTROL
 FS0348  ___________________________________________________________________
 FS0348* NAD 83(1986)-  35 32 02.     (N)    114 21 21.     (W)     SCALED    
 FS0348* NAVD 88     -       900.286  (meters)    2953.69   (feet)  ADJUSTED  
 FS0348  ___________________________________________________________________
 FS0348  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0348  DYNAMIC HT  -         899.255 (meters)    2950.31  (feet)  COMP
 FS0348  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 FS0348
 FS0348  VERT ORDER  -  FIRST     CLASS I
 FS0348
 FS0348.The horizontal coordinates were scaled from a topographic map and have
 FS0348.an estimated accuracy of +/- 6 seconds.
 FS0348
 FS0348.The orthometric height was determined by differential leveling
 FS0348.and adjusted in June 1991.
 FS0348
 FS0348.The geoid height was determined by GEOID03.
 FS0348
 FS0348.The dynamic height is computed by dividing the NAVD 88
 FS0348.geopotential number by the normal gravity value computed on the
 FS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0348.degrees latitude (g = 980.6199 gals.).
 FS0348
 FS0348.The modeled gravity was interpolated from observed gravity values.
 FS0348
 FS0348;                    North         East    Units  Estimated Accuracy
 FS0348;SPC AZ W     -   502,990.      158,420.      MT  (+/- 180 meters Scaled)
 FS0348
 FS0348                          SUPERSEDED SURVEY CONTROL
 FS0348
 FS0348  NGVD 29 (??/??/92)  899.513  (m)         2951.15   (f) ADJ UNCH    1 1
 FS0348
 FS0348.Superseded values are not recommended for survey control.
 FS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0348.See file dsdata.txt to determine how the superseded data were derived.
 FS0348
 FS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV397354(NAD 83)
 FS0348_MARKER: DB = BENCH MARK DISK
 FS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0348_STAMPING: E 254 1941
 FS0348_MARK LOGO: CGS   
 FS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0348+STABILITY: SURFACE MOTION
 FS0348
 FS0348  HISTORY     - Date     Condition        Report By
 FS0348  HISTORY     - 1941     MONUMENTED       CGS
 FS0348  HISTORY     - 1950     GOOD             NGS
 FS0348  HISTORY     - 1978     GOOD             LOCSUR
 FS0348  HISTORY     - 1982     GOOD             NGS
 FS0348  HISTORY     - 19870112 GOOD             USPSQD
 FS0348
 FS0348                          STATION DESCRIPTION
 FS0348
 FS0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0348'11 MI NW FROM GRASSHOPPER JUNCTION.
 FS0348'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0348'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE NORTHWEST OF
 FS0348'MILEPOST 42, 162 FEET WEST OF THE APPROXIMATE CENTER OF A
 FS0348'TRIANGLE FORMED BY THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST
 FS0348'TO PIERCES FERRY, 79.8 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0348'HIGHWAY, 52 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRACK
 FS0348'ROAD LEADING SOUTHWEST, 29.8 FEET SOUTHWEST OF A FENCE, 12 FEET
 FS0348'SOUTHWEST OF THE SOUTHWEST END OF A SIGN READING MODERN CABINS
 FS0348'AIR-COOLED APTS. SHEPS PLEASENT VALLEY LODGE, 3.3 FEET NORTHEAST
 FS0348'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0348'0.1 FOOT ABOVE THE GROUND.
 FS0348
 FS0348                          STATION RECOVERY (1978)
 FS0348
 FS0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0348'RECOVERED IN GOOD CONDITION.
 FS0348
 FS0348                          STATION RECOVERY (1982)
 FS0348
 FS0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0348'RECOVERED IN GOOD CONDITION.
 FS0348
 FS0348                          STATION RECOVERY (1987)
 FS0348
 FS0348'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0543 ***********************************************************************
 ET0543  DESIGNATION -  E 255
 ET0543  PID         -  ET0543
 ET0543  STATE/COUNTY-  AZ/YAVAPAI
 ET0543  USGS QUAD   -  SIMMONS (1979)
 ET0543
 ET0543                         *CURRENT SURVEY CONTROL
 ET0543  ___________________________________________________________________
 ET0543* NAD 83(1986)-  34 48 31.     (N)    112 37 33.     (W)     SCALED    
 ET0543* NAVD 88     -      1394.353  (meters)    4574.64   (feet)  POSTED    
 ET0543  ___________________________________________________________________
 ET0543  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0543  DYNAMIC HT  -        1392.530 (meters)    4568.66  (feet)  COMP
 ET0543  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 ET0543
 ET0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0543
 ET0543.The horizontal coordinates were scaled from a topographic map and have
 ET0543.an estimated accuracy of +/- 6 seconds.
 ET0543
 ET0543.The orthometric height was determined by differential leveling
 ET0543.and adjusted in November 2005.
 ET0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0543.rate of 0.0 thru 1.0 mm/km.
 ET0543
 ET0543.The geoid height was determined by GEOID03.
 ET0543
 ET0543.The dynamic height is computed by dividing the NAVD 88
 ET0543.geopotential number by the normal gravity value computed on the
 ET0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0543.degrees latitude (g = 980.6199 gals.).
 ET0543
 ET0543.The modeled gravity was interpolated from observed gravity values.
 ET0543
 ET0543;                    North         East    Units  Estimated Accuracy
 ET0543;SPC AZ C     -   422,570.      148,480.      MT  (+/- 180 meters Scaled)
 ET0543
 ET0543                          SUPERSEDED SURVEY CONTROL
 ET0543
 ET0543  NGVD 29 (??/??/92) 1393.55   (m)         4572.0    (f) COMPUTED    2 0
 ET0543
 ET0543.Superseded values are not recommended for survey control.
 ET0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0543.See file dsdata.txt to determine how the superseded data were derived.
 ET0543
 ET0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD512530(NAD 83)
 ET0543_MARKER: DB = BENCH MARK DISK
 ET0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0543_STAMPING: E 255 1941
 ET0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0543+STABILITY: SURFACE MOTION
 ET0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0543+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0543
 ET0543  HISTORY     - Date     Condition        Report By
 ET0543  HISTORY     - 1941     MONUMENTED       CGS
 ET0543  HISTORY     - 20080823 GOOD             GEOCAC
 ET0543
 ET0543                          STATION DESCRIPTION
 ET0543
 ET0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0543'0.9 MI SE FROM SIMMONS.
 ET0543'TO REACH FROM CONCRETE BRIDGE OVER HITT WASH AT SIMMONS-- GO 0.9 MILE
 ET0543'SOUTHERLY ALONG COUNTY ROAD TO THE PLACE OLD ROAD INTERSECTS NEW ROAD
 ET0543'AND SITE OF BENCH MARK.  BENCH MARK IS 52.0 FEET NORTH OF THE NORTH
 ET0543'END OF ROAD CUT, 45.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 ET0543'CENTER OF INTERSECTION OF OLD ROAD AND NEW COUNTY ROAD.  IT IS 25.0
 ET0543'FEET SOUTH OF FENCE CORNER AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 ET0543'MARKER POST PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.3 FOOT.
 ET0543
 ET0543                          STATION RECOVERY (2008)
 ET0543
 ET0543'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0264 ***********************************************************************
 FR0264  DESIGNATION -  E 257
 FR0264  PID         -  FR0264
 FR0264  STATE/COUNTY-  AZ/YAVAPAI
 FR0264  USGS QUAD   -  PURCELL CANYON (1973)
 FR0264
 FR0264                         *CURRENT SURVEY CONTROL
 FR0264  ___________________________________________________________________
 FR0264* NAD 83(1986)-  35 09 16.     (N)    112 54 58.     (W)     SCALED    
 FR0264* NAVD 88     -      1569.78   (+/-2cm)    5150.2    (feet)  VERTCON   
 FR0264  ___________________________________________________________________
 FR0264  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FR0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0264
 FR0264.The horizontal coordinates were scaled from a topographic map and have
 FR0264.an estimated accuracy of +/- 6 seconds.
 FR0264
 FR0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0264.The vertical order pertains to the NGVD 29 superseded value.
 FR0264
 FR0264.The geoid height was determined by GEOID03.
 FR0264
 FR0264;                    North         East    Units  Estimated Accuracy
 FR0264;SPC AZ C     -   461,160.      122,300.      MT  (+/- 180 meters Scaled)
 FR0264
 FR0264                          SUPERSEDED SURVEY CONTROL
 FR0264
 FR0264  NGVD 29 (??/??/92) 1568.873  (m)         5147.21   (f) ADJ UNCH    2 0
 FR0264
 FR0264.Superseded values are not recommended for survey control.
 FR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0264.See file dsdata.txt to determine how the superseded data were derived.
 FR0264
 FR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD254918(NAD 83)
 FR0264_MARKER: DB = BENCH MARK DISK
 FR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0264_STAMPING: E 257 1941
 FR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0264+STABILITY: SURFACE MOTION
 FR0264
 FR0264  HISTORY     - Date     Condition        Report By
 FR0264  HISTORY     - 1941     MONUMENTED       CGS
 FR0264  HISTORY     - 1973     GOOD             USGS
 FR0264
 FR0264                          STATION DESCRIPTION
 FR0264
 FR0264'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0264'14.9 MI SE FROM SELIGMAN.
 FR0264'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0264'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0264'13.6 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.3
 FR0264'MILE NORTH OF THE PRESCOTT NATIONAL FOREST BOUNDARY, ABOUT 0.1 MILE
 FR0264'SOUTH OF THE SUMMIT OF A HILL ON THE SOUTH SLOPE OF THE HILL, ABOUT 80
 FR0264'FT. WEST OF THE CENTER LINE OF THE ROAD, 3 FT. WEST OF A WOODEN
 FR0264'WITNESS POST AND ABOUT 8.0 FT. HIGHER THAN THE ROAD.  A STANDARD DISK,
 FR0264'STAMPED E 257 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FR0264'ABOUT 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0420 ***********************************************************************
 ET0420  DESIGNATION -  E 26
 ET0420  PID         -  ET0420
 ET0420  STATE/COUNTY-  AZ/YAVAPAI
 ET0420  USGS QUAD   -  DATE (1969)
 ET0420
 ET0420                         *CURRENT SURVEY CONTROL
 ET0420  ___________________________________________________________________
 ET0420* NAD 83(1986)-  34 20 14.     (N)    112 55 08.     (W)     SCALED    
 ET0420* NAVD 88     -      1069.492  (meters)    3508.82   (feet)  POSTED    
 ET0420  ___________________________________________________________________
 ET0420  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 ET0420  DYNAMIC HT  -        1068.130 (meters)    3504.36  (feet)  COMP
 ET0420  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 ET0420
 ET0420  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0420
 ET0420.The horizontal coordinates were scaled from a topographic map and have
 ET0420.an estimated accuracy of +/- 6 seconds.
 ET0420
 ET0420.The orthometric height was determined by differential leveling
 ET0420.and adjusted in November 2005.
 ET0420.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0420.rate of 1.1 thru 2.0 mm/km.
 ET0420
 ET0420.The geoid height was determined by GEOID03.
 ET0420
 ET0420.The dynamic height is computed by dividing the NAVD 88
 ET0420.geopotential number by the normal gravity value computed on the
 ET0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0420.degrees latitude (g = 980.6199 gals.).
 ET0420
 ET0420.The modeled gravity was interpolated from observed gravity values.
 ET0420
 ET0420;                    North         East    Units  Estimated Accuracy
 ET0420;SPC AZ C     -   370,510.      121,150.      MT  (+/- 180 meters Scaled)
 ET0420
 ET0420                          SUPERSEDED SURVEY CONTROL
 ET0420
 ET0420  NGVD 29 (??/??/92) 1068.760  (m)         3506.42   (f) ADJ UNCH    2 0
 ET0420
 ET0420.Superseded values are not recommended for survey control.
 ET0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0420.See file dsdata.txt to determine how the superseded data were derived.
 ET0420
 ET0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD234012(NAD 83)
 ET0420_MARKER: DB = BENCH MARK DISK
 ET0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0420_SP_SET: CULVERT
 ET0420_STAMPING: E 26 1933
 ET0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0420+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0420
 ET0420  HISTORY     - Date     Condition        Report By
 ET0420  HISTORY     - 1933     MONUMENTED       CGS
 ET0420  HISTORY     - 20080526 GOOD             GEOCAC
 ET0420
 ET0420                          STATION DESCRIPTION
 ET0420
 ET0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0420'1.8 MI N FROM DATE.
 ET0420'ON A.T. AND S.F. RIGHT OF WAY, 800 FEET SOUTH OF MILEPOST 108, ON TOP
 ET0420'OF WESTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. A-109.
 ET0420
 ET0420                          STATION RECOVERY (2008)
 ET0420
 ET0420'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0420'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0420'20.247' W112 55.138'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0572 ***********************************************************************
 CY0572  DESIGNATION -  E 260
 CY0572  PID         -  CY0572
 CY0572  STATE/COUNTY-  AZ/GRAHAM
 CY0572  USGS QUAD   -  SAN JOSE (1985)
 CY0572
 CY0572                         *CURRENT SURVEY CONTROL
 CY0572  ___________________________________________________________________
 CY0572* NAD 83(1986)-  32 48 47.     (N)    109 36 03.     (W)     SCALED    
 CY0572* NAVD 88     -       918.689  (meters)    3014.07   (feet)  ADJUSTED  
 CY0572  ___________________________________________________________________
 CY0572  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0572  DYNAMIC HT  -         917.411 (meters)    3009.87  (feet)  COMP
 CY0572  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 CY0572
 CY0572  VERT ORDER  -  SECOND    CLASS 0
 CY0572
 CY0572.The horizontal coordinates were scaled from a topographic map and have
 CY0572.an estimated accuracy of +/- 6 seconds.
 CY0572
 CY0572.The orthometric height was determined by differential leveling
 CY0572.and adjusted in June 1991.
 CY0572
 CY0572.The geoid height was determined by GEOID03.
 CY0572
 CY0572.The dynamic height is computed by dividing the NAVD 88
 CY0572.geopotential number by the normal gravity value computed on the
 CY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0572.degrees latitude (g = 980.6199 gals.).
 CY0572
 CY0572.The modeled gravity was interpolated from observed gravity values.
 CY0572
 CY0572;                    North         East    Units  Estimated Accuracy
 CY0572;SPC AZ E     -   201,160.      266,350.      MT  (+/- 180 meters Scaled)
 CY0572
 CY0572                          SUPERSEDED SURVEY CONTROL
 CY0572
 CY0572  NGVD 29 (??/??/92)  918.10   (m)         3012.1    (f) COMPUTED    2 0
 CY0572
 CY0572.Superseded values are not recommended for survey control.
 CY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0572.See file dsdata.txt to determine how the superseded data were derived.
 CY0572
 CY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB309314(NAD 83)
 CY0572_MARKER: DB = BENCH MARK DISK
 CY0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0572_SP_SET: CULVERT
 CY0572_STAMPING: E 260 1945
 CY0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0572
 CY0572  HISTORY     - Date     Condition        Report By
 CY0572  HISTORY     - 1945     MONUMENTED       CGS
 CY0572  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0572
 CY0572                          STATION DESCRIPTION
 CY0572
 CY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0572'1.7 MI E FROM SOLOMON.
 CY0572'ALONG U.S. HIGHWAYS 70 AND 666, ABOUT 1.7 MILES EAST OF SOLOMON, 0.2
 CY0572'MILE WEST OF JUNCTION OF U.S. HIGHWAYS 70 AND 666, ABOUT 200 FEET WEST
 CY0572'OF A FILLING STATION, A BRONZE BENCH MARK DISK SET IN TOP OF NORTHWEST
 CY0572'WINGWALL OF LARGE CONCRETE IRRIGATION CULVERT AND 12 FEET NORTH OF
 CY0572'CENTER LINE OF HIGHWAY.
 CY0572
 CY0572                          STATION RECOVERY (1958)
 CY0572
 CY0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0178 ***********************************************************************
 CG0178  DESIGNATION -  E 261
 CG0178  PID         -  CG0178
 CG0178  STATE/COUNTY-  AZ/COCHISE
 CG0178  USGS QUAD   -  HEREFORD (1983)
 CG0178
 CG0178                         *CURRENT SURVEY CONTROL
 CG0178  ___________________________________________________________________
 CG0178* NAD 83(1986)-  31 25 01.     (N)    110 07 21.     (W)     SCALED    
 CG0178* NAVD 88     -      1296.37   (+/-2cm)    4253.2    (feet)  VERTCON   
 CG0178  ___________________________________________________________________
 CG0178  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0178
 CG0178.The horizontal coordinates were scaled from a topographic map and have
 CG0178.an estimated accuracy of +/- 6 seconds.
 CG0178
 CG0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0178.The vertical order pertains to the NGVD 29 superseded value.
 CG0178
 CG0178.The geoid height was determined by GEOID03.
 CG0178
 CG0178;                    North         East    Units  Estimated Accuracy
 CG0178;SPC AZ E     -    46,220.      217,560.      MT  (+/- 180 meters Scaled)
 CG0178
 CG0178                          SUPERSEDED SURVEY CONTROL
 CG0178
 CG0178  NGVD 29 (??/??/92) 1295.512  (m)         4250.36   (f) ADJ UNCH    2 0
 CG0178
 CG0178.Superseded values are not recommended for survey control.
 CG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0178.See file dsdata.txt to determine how the superseded data were derived.
 CG0178
 CG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV834761(NAD 83)
 CG0178_MARKER: DB = BENCH MARK DISK
 CG0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0178_STAMPING: E 261 1945
 CG0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0178+STABILITY: SURFACE MOTION
 CG0178
 CG0178  HISTORY     - Date     Condition        Report By
 CG0178  HISTORY     - 1945     MONUMENTED       CGS
 CG0178  HISTORY     - 20010419 MARK NOT FOUND   NGS
 CG0178
 CG0178                          STATION DESCRIPTION
 CG0178
 CG0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0178'IN HEREFORD AAF.
 CG0178'AT HEREFORD ARMY AIR FIELD, COCHISE COUNTY, 91 FEET WEST OF THE
 CG0178'CENTERLINE OF A NORTH AND SOUTH COUNTY ROAD, 21 FEET NORTH OF THE
 CG0178'NORTH POST OF THE MAIN GATE, 2 FEET EAST OF A FENCE, AND 1.5 FEET
 CG0178'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 261
 CG0178'1945 AND SET IN THE TOP OF A CONCRETE POST.
 CG0178
 CG0178                          STATION RECOVERY (2001)
 CG0178
 CG0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0041 ***********************************************************************
 ET0041  DESIGNATION -  E 262
 ET0041  PID         -  ET0041
 ET0041  STATE/COUNTY-  AZ/YAVAPAI
 ET0041  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0041
 ET0041                         *CURRENT SURVEY CONTROL
 ET0041  ___________________________________________________________________
 ET0041* NAD 83(1986)-  34 39 38.     (N)    112 24 29.     (W)     SCALED    
 ET0041* NAVD 88     -      1511.47   (+/-2cm)    4958.9    (feet)  VERTCON   
 ET0041  ___________________________________________________________________
 ET0041  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ET0041  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0041
 ET0041.This mark is at Ernest A Love Field Airport (PRC)
 ET0041
 ET0041.The horizontal coordinates were scaled from a topographic map and have
 ET0041.an estimated accuracy of +/- 6 seconds.
 ET0041
 ET0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0041.The vertical order pertains to the NGVD 29 superseded value.
 ET0041
 ET0041.The geoid height was determined by GEOID03.
 ET0041
 ET0041;                    North         East    Units  Estimated Accuracy
 ET0041;SPC AZ C     -   406,030.      168,320.      MT  (+/- 180 meters Scaled)
 ET0041
 ET0041                          SUPERSEDED SURVEY CONTROL
 ET0041
 ET0041  NGVD 29 (??/??/92) 1510.614  (m)         4956.07   (f) ADJ UNCH    1 2
 ET0041
 ET0041.Superseded values are not recommended for survey control.
 ET0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0041.See file dsdata.txt to determine how the superseded data were derived.
 ET0041
 ET0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709363(NAD 83)
 ET0041_MARKER: DB = BENCH MARK DISK
 ET0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0041_STAMPING: E 262 1945
 ET0041_MARK LOGO: USGS  
 ET0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0041+STABILITY: SURFACE MOTION
 ET0041
 ET0041  HISTORY     - Date     Condition        Report By
 ET0041  HISTORY     - 1945     MONUMENTED       CGS
 ET0041  HISTORY     - 1960     GOOD             NGS
 ET0041  HISTORY     - 19930615 GOOD             NGS
 ET0041  HISTORY     - 19951213 GOOD             CHANCE
 ET0041
 ET0041                          STATION DESCRIPTION
 ET0041
 ET0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ET0041'1.1 MI NE FROM ERNEST A LOVE AIRPORT.
 ET0041'AT THE ERNEST A. LOVE AIRPORT, ABOUT 1.1 MILES NORTHEAST OF THE
 ET0041'WEATHER BUREAU STATION, SET AT THE GATE ON THE NORTHEAST SIDE OF FIELD
 ET0041'AND NEAR THE EAST CORNER, 41.4 FEET NORTHWEST OF THE CORNER FENCE
 ET0041'POST, 13.7 FEET SOUTHEAST OF THE SOUTHEAST GATE POST, 1.5 FEET
 ET0041'SOUTHWEST OF THE FENCE, 1.5 FEET NORTHWEST OF REFERENCE POST.  BRONZE
 ET0041'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 ET0041'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 ET0041
 ET0041                          STATION RECOVERY (1960)
 ET0041
 ET0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ET0041'RECOVERED IN GOOD CONDITION.
 ET0041
 ET0041                          STATION RECOVERY (1993)
 ET0041
 ET0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 ET0041'RECOVERED AS DESCRIBED.
 ET0041
 ET0041                          STATION RECOVERY (1995)
 ET0041
 ET0041'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0041'RECOVERY NOTE BY CHANCE 1995  RECOVERED IN GOOD CONDITION.  A NEW AND
 ET0041'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 12
 ET0041'KM (7.45 MI) NORTH OF THE CITY OF PRESCOTT AT THE ERNEST A LOVE FIELD
 ET0041'AIRPORT.  OWNERSHIP -- CITY OF PRESCOTT, BRUCE JAEGER - OPERATIONS
 ET0041'SUPERVISOR, PHONE (520) 445-7860  TO REACH THE STATION FROM THE
 ET0041'JUNCTION OF US HIGHWAY 89 AND US HIGHWAY 89 ALTERNATE NORTH OF
 ET0041'PRESCOTT, PROCEED NORTH ON US HIGHWAY 89 FOR 4.0 KM (2.50 MI) TO THE
 ET0041'JUNCTION WITH MCCURDY DRIVE.  TURN RIGHT AND GO NORTHEASTERLY ON
 ET0041'MCCURDY DRIVE FOR 0.65 KM (0.40 MI) TO THE JUNCTION WITH JANINE ROAD.
 ET0041'TURN LEFT AND GO NORTHELY ON JANINE ROAD FOR 0.25 KM (0.15 MI) TO THE
 ET0041'FUEL FARM AND AIRPORT OPERATIONS BUILDING (BLDG 6546) AND ACCESS GATE
 ET0041'ON THE RIGHT.  PASS THROUGH THE GATE AND PROCEED NORTHEAST FOR 0.1 KM
 ET0041'(0.05 MI) ACROSS APRON TO TAXIWAY E.  TURN LEFT AND GO NORTHWESTERLY
 ET0041'ON TAXIWAY E FOR 0.16 KM (0.10 MI) TO THE END.  TAKE THE GRAVEL ROAD
 ET0041'AROUND THE THRESHOLD OF RUNWAY 11 FOR 0.32 KM, (0.20 MI) THEN GO
 ET0041'SOUTHEAST ALONG THE APRON FOR 0.4 KM (0.25 MI) TO TAXIWAY C.  TURN
 ET0041'LEFT AND GO NORTHEAST ON TAXIWAY C FOR 0.16 KM (0.10 MI) TO TAXIWAY
 ET0041'C6.  TURN RIGHT AND PROCEED SOUTHEAST ON TAXIWAY C6, CROSSING RUNWAY
 ET0041'21L TO THE STATION ON THE RIGHT  THE STATION IS A STANDARD BENCH MARK
 ET0041'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 ET0041'0.4 FOOT (12.2 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 134.2 M
 ET0041'(440.3 FT) NORTHEAST OF A TOWER, 117.0 M (383.9 FT) SOUTHWEST OF THE
 ET0041'SOUTHWEST EDGE OF TAXIWAY D6, 83.2 M (273.0 FT) SOUTHEAST OF THE EDGE
 ET0041'OF RUNWAY 21L, 53.6 M (175.9 FT) NORTHWEST OF EDGE OF TAXIWAY D, AND
 ET0041'0.65 M (2.13 FT) NORTHEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1070 ***********************************************************************
 DV1070  DESIGNATION -  E 263
 DV1070  PID         -  DV1070
 DV1070  STATE/COUNTY-  AZ/MARICOPA
 DV1070  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1070
 DV1070                         *CURRENT SURVEY CONTROL
 DV1070  ___________________________________________________________________
 DV1070* NAD 83(1986)-  33 29 37.     (N)    113 00 21.     (W)     SCALED    
 DV1070* NAVD 88     -       365.954  (meters)    1200.63   (feet)  ADJUSTED  
 DV1070  ___________________________________________________________________
 DV1070  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1070  DYNAMIC HT  -         365.533 (meters)    1199.25  (feet)  COMP
 DV1070  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV1070
 DV1070  VERT ORDER  -  FIRST     CLASS II
 DV1070
 DV1070.The horizontal coordinates were scaled from a topographic map and have
 DV1070.an estimated accuracy of +/- 6 seconds.
 DV1070
 DV1070.The orthometric height was determined by differential leveling
 DV1070.and adjusted in June 1991.
 DV1070
 DV1070.The geoid height was determined by GEOID03.
 DV1070
 DV1070.The dynamic height is computed by dividing the NAVD 88
 DV1070.geopotential number by the normal gravity value computed on the
 DV1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1070.degrees latitude (g = 980.6199 gals.).
 DV1070
 DV1070.The modeled gravity was interpolated from observed gravity values.
 DV1070
 DV1070;                    North         East    Units  Estimated Accuracy
 DV1070;SPC AZ C     -   277,020.      112,150.      MT  (+/- 180 meters Scaled)
 DV1070
 DV1070                          SUPERSEDED SURVEY CONTROL
 DV1070
 DV1070  NGVD 29 (??/??/92)  365.307  (m)         1198.51   (f) ADJ UNCH    1 2
 DV1070
 DV1070.Superseded values are not recommended for survey control.
 DV1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1070.See file dsdata.txt to determine how the superseded data were derived.
 DV1070
 DV1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC136078(NAD 83)
 DV1070_MARKER: DB = BENCH MARK DISK
 DV1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1070_STAMPING: E 263 1947
 DV1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1070+STABILITY: SURFACE MOTION
 DV1070
 DV1070  HISTORY     - Date     Condition        Report By
 DV1070  HISTORY     - 1947     MONUMENTED       CGS
 DV1070  HISTORY     - 1967     GOOD             NGS
 DV1070  HISTORY     - 1981     GOOD             NGS
 DV1070
 DV1070                          STATION DESCRIPTION
 DV1070
 DV1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1070'3.6 MI W FROM TONOPAH.
 DV1070'ABOUT 3.6 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1070'TONOPAH, IN S 20, T 2 N, R 7 W, 0.3 MILE EAST OF A GRAVELED WASH, 34
 DV1070'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 204 FEET SOUTHEAST AND
 DV1070'ACROSS THE ROAD FROM POWER POLE NUMBER 65, 2.5 FEET SOUTH OF A METAL
 DV1070'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 DV1070'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV1070
 DV1070                          STATION RECOVERY (1981)
 DV1070
 DV1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0727 ***********************************************************************
 DV0727  DESIGNATION -  E 264
 DV0727  PID         -  DV0727
 DV0727  STATE/COUNTY-  AZ/MARICOPA
 DV0727  USGS QUAD   -  BUCKEYE NW (1982)
 DV0727
 DV0727                         *CURRENT SURVEY CONTROL
 DV0727  ___________________________________________________________________
 DV0727* NAD 83(1986)-  33 25 42.     (N)    112 40 50.     (W)     SCALED    
 DV0727* NAVD 88     -       314.36   (+/-2cm)    1031.4    (feet)  VERTCON   
 DV0727  ___________________________________________________________________
 DV0727  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0727
 DV0727.The horizontal coordinates were scaled from a topographic map and have
 DV0727.an estimated accuracy of +/- 6 seconds.
 DV0727
 DV0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0727.The vertical order pertains to the NGVD 29 superseded value.
 DV0727
 DV0727.The geoid height was determined by GEOID03.
 DV0727
 DV0727;                    North         East    Units  Estimated Accuracy
 DV0727;SPC AZ C     -   269,510.      142,330.      MT  (+/- 180 meters Scaled)
 DV0727
 DV0727                          SUPERSEDED SURVEY CONTROL
 DV0727
 DV0727  NGVD 29 (??/??/92)  313.718  (m)         1029.26   (f) ADJ UNCH    1 2
 DV0727
 DV0727.Superseded values are not recommended for survey control.
 DV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0727.See file dsdata.txt to determine how the superseded data were derived.
 DV0727
 DV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC437000(NAD 83)
 DV0727_MARKER: DB = BENCH MARK DISK
 DV0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0727_STAMPING: E 264 1947
 DV0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0727+STABILITY: SURFACE MOTION
 DV0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0727+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2008
 DV0727
 DV0727  HISTORY     - Date     Condition        Report By
 DV0727  HISTORY     - 1947     MONUMENTED       CGS
 DV0727  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0727  HISTORY     - 20080204 GOOD             GEOCAC
 DV0727
 DV0727                          STATION DESCRIPTION
 DV0727
 DV0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0727'12.0 MI NW FROM BUCKEYE.
 DV0727'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0727'BUCKEYE, THENCE 3.8 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD,
 DV0727'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 2.4 MILES SOUTH
 DV0727'ALONG A DIRT ROAD LEADING TO LUKE NO. 5 AIRPORT, AT LUKE NO. 5
 DV0727'AIRPORT, 0.2 MILE WEST ALONG THE NORTH BOUNDARY WIRE FENCE FROM THE
 DV0727'NORTHEAST CORNER OF THE AIRPORT, IN LINE WITH THE CENTER OF THE
 DV0727'PROLONGATION OF A NORTH-SOUTH RUNWAY, 8.8 FEET SOUTH OF A EAST-WEST
 DV0727'ROAD, 1.2 FEET NORTH OF THE NORTH BOUNDARY FENCE, 2.5 FEET EAST OF A
 DV0727'WHITE WOODEN REFERENCE POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DV0727'OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0727
 DV0727                          STATION RECOVERY (1981)
 DV0727
 DV0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0727'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
 DV0727
 DV0727                          STATION RECOVERY (2008)
 DV0727
 DV0727'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0727'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS .17 MILES WEST OF THE
 DV0727'NORTH-SOUTH ROAD (PALOVERDE ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0548 ***********************************************************************
 DV0548  DESIGNATION -  E 265
 DV0548  PID         -  DV0548
 DV0548  STATE/COUNTY-  AZ/MARICOPA
 DV0548  USGS QUAD   -  PERRYVILLE (1982)
 DV0548
 DV0548                         *CURRENT SURVEY CONTROL
 DV0548  ___________________________________________________________________
 DV0548* NAD 83(1986)-  33 29 36.     (N)    112 28 12.     (W)     SCALED    
 DV0548* NAVD 88     -       345.653  (meters)    1134.03   (feet)  ADJUSTED  
 DV0548  ___________________________________________________________________
 DV0548  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV0548  DYNAMIC HT  -         345.255 (meters)    1132.72  (feet)  COMP
 DV0548  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 DV0548
 DV0548  VERT ORDER  -  FIRST     CLASS II
 DV0548
 DV0548.The horizontal coordinates were scaled from a topographic map and have
 DV0548.an estimated accuracy of +/- 6 seconds.
 DV0548
 DV0548.The orthometric height was determined by differential leveling
 DV0548.and adjusted in June 1991.
 DV0548
 DV0548.The geoid height was determined by GEOID03.
 DV0548
 DV0548.The dynamic height is computed by dividing the NAVD 88
 DV0548.geopotential number by the normal gravity value computed on the
 DV0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0548.degrees latitude (g = 980.6199 gals.).
 DV0548
 DV0548.The modeled gravity was interpolated from observed gravity values.
 DV0548
 DV0548;                    North         East    Units  Estimated Accuracy
 DV0548;SPC AZ C     -   276,600.      161,940.      MT  (+/- 180 meters Scaled)
 DV0548
 DV0548                          SUPERSEDED SURVEY CONTROL
 DV0548
 DV0548  NGVD 29 (??/??/92)  345.200  (m)         1132.54   (f) ADJ UNCH    1 2
 DV0548
 DV0548.Superseded values are not recommended for survey control.
 DV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0548.See file dsdata.txt to determine how the superseded data were derived.
 DV0548
 DV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC634069(NAD 83)
 DV0548_MARKER: DB = BENCH MARK DISK
 DV0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0548_SP_SET: FOUNDATION
 DV0548_STAMPING: E 265 1948
 DV0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0548+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV0548
 DV0548  HISTORY     - Date     Condition        Report By
 DV0548  HISTORY     - 1948     MONUMENTED       CGS
 DV0548  HISTORY     - 1967     GOOD             NGS
 DV0548  HISTORY     - 1981     GOOD             NGS
 DV0548  HISTORY     - 20010423 GOOD             NGS
 DV0548  HISTORY     - 20070323 GOOD             GEOCAC
 DV0548
 DV0548                          STATION DESCRIPTION
 DV0548
 DV0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0548'10.5 MI NW FROM GOODYEAR.
 DV0548'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0548'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0548'ALONG WEST INDIAN SCHOOL ROAD, IN SECTION 28, T 2 N, R 2 W, AT THE
 DV0548'CROSSING OF WEST INDIAN SCHOOL ROAD AND BEARDSLEY CANAL, 24 FEET SOUTH
 DV0548'OF THE CENTER LINE OF WEST INDIAN SCHOOL ROAD, 14 FEET WEST OF THE
 DV0548'CENTER LINE OF A DIRT ROAD ON THE EAST SIDE OF THE CANAL, SET IN THE
 DV0548'TOP OF THE WEST END OF THE EAST PORTION OF THE CONCRETE FOUNDATION FOR
 DV0548'IRRIGATION GATE NUMBER 14, 4 INCHES EAST OF THE CHANNEL IRON GATE
 DV0548'GUIDE, 9 1/2 FEET SOUTH OF THE EAST END OF A CONCRETE HEAD WALL, 43
 DV0548'FEET NORTHWEST OF A COTTONWOOD TREE, AND ABOUT 2 1/2 FEET BELOW THE
 DV0548'LEVEL OF THE ROAD.
 DV0548
 DV0548                          STATION RECOVERY (1981)
 DV0548
 DV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0548'RECOVERED IN GOOD CONDITION.
 DV0548
 DV0548                          STATION RECOVERY (2001)
 DV0548
 DV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DV0548'RECOVERED IN GOOD CONDITION.
 DV0548
 DV0548                          STATION RECOVERY (2007)
 DV0548
 DV0548'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0091 ***********************************************************************
 DV0091  DESIGNATION -  E 266
 DV0091  PID         -  DV0091
 DV0091  STATE/COUNTY-  AZ/MARICOPA
 DV0091  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0091
 DV0091                         *CURRENT SURVEY CONTROL
 DV0091  ___________________________________________________________________
 DV0091* NAD 83(1986)-  33 42 19.     (N)    112 25 00.     (W)     SCALED    
 DV0091* NAVD 88     -       422.31   (+/-2cm)    1385.5    (feet)  VERTCON   
 DV0091  ___________________________________________________________________
 DV0091  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV0091  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0091
 DV0091.The horizontal coordinates were scaled from a topographic map and have
 DV0091.an estimated accuracy of +/- 6 seconds.
 DV0091
 DV0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0091.The vertical order pertains to the NGVD 29 superseded value.
 DV0091
 DV0091.The geoid height was determined by GEOID03.
 DV0091
 DV0091;                    North         East    Units  Estimated Accuracy
 DV0091;SPC AZ C     -   300,080.      167,010.      MT  (+/- 180 meters Scaled)
 DV0091
 DV0091                          SUPERSEDED SURVEY CONTROL
 DV0091
 DV0091  NGVD 29 (??/??/92)  421.757  (m)         1383.71   (f) ADJ UNCH    1 2
 DV0091
 DV0091.Superseded values are not recommended for survey control.
 DV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0091.See file dsdata.txt to determine how the superseded data were derived.
 DV0091
 DV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC687303(NAD 83)
 DV0091_MARKER: DB = BENCH MARK DISK
 DV0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0091_SP_SET: CONCRETE BASE
 DV0091_STAMPING: E 266 1948
 DV0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0091
 DV0091  HISTORY     - Date     Condition        Report By
 DV0091  HISTORY     - 1948     MONUMENTED       CGS
 DV0091
 DV0091                          STATION DESCRIPTION
 DV0091
 DV0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0091'2.8 MI NW FROM BEARDSLEY.
 DV0091'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0091'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.8 MILE NORTH ALONG A
 DV0091'GRAVEL ROAD, AT LUKE FIELD NO. 2, AT THE CONTROL TOWER, SET ON TOP AND
 DV0091'AT THE SOUTHWEST CORNER OF THE CONCRETE BASE SUPPORTING THE SOUTHEAST
 DV0091'LEG OF THE CONTROL TOWER, 0.2 FOOT NORTH OF THE SOUTH EDGE OF THE
 DV0091'CONCRETE BASE AND 1.2 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0114 ***********************************************************************
 DV0114  DESIGNATION -  E 267
 DV0114  PID         -  DV0114
 DV0114  STATE/COUNTY-  AZ/MARICOPA
 DV0114  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0114
 DV0114                         *CURRENT SURVEY CONTROL
 DV0114  ___________________________________________________________________
 DV0114* NAD 83(1986)-  33 39 16.     (N)    112 09 08.     (W)     SCALED    
 DV0114* NAVD 88     -       400.27   (+/-2cm)    1313.2    (feet)  VERTCON   
 DV0114  ___________________________________________________________________
 DV0114  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0114
 DV0114.The horizontal coordinates were scaled from a topographic map and have
 DV0114.an estimated accuracy of +/- 6 seconds.
 DV0114
 DV0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0114.The vertical order pertains to the NGVD 29 superseded value.
 DV0114
 DV0114.The geoid height was determined by GEOID03.
 DV0114
 DV0114;                    North         East    Units  Estimated Accuracy
 DV0114;SPC AZ C     -   294,350.      191,510.      MT  (+/- 180 meters Scaled)
 DV0114
 DV0114                          SUPERSEDED SURVEY CONTROL
 DV0114
 DV0114  NGVD 29 (??/??/92)  399.706  (m)         1311.37   (f) ADJ UNCH    1 2
 DV0114
 DV0114.Superseded values are not recommended for survey control.
 DV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0114.See file dsdata.txt to determine how the superseded data were derived.
 DV0114
 DV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931244(NAD 83)
 DV0114_MARKER: DB = BENCH MARK DISK
 DV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0114_STAMPING: E 267 1948
 DV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0114+STABILITY: SURFACE MOTION
 DV0114
 DV0114  HISTORY     - Date     Condition        Report By
 DV0114  HISTORY     - 1948     MONUMENTED       CGS
 DV0114  HISTORY     - 1970     GOOD             NGS
 DV0114  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV0114
 DV0114                          STATION DESCRIPTION
 DV0114
 DV0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0114'10.0 MI NE FROM GLENDALE.
 DV0114'2.0 MILES EAST ALONG GLENDALE AVENUE FROM THE INTERSECTION OF 59
 DV0114'AVENUE IN GLENDALE, THENCE 8.0 MILES NORTH ALONG NORTH 43 AVENUE. THE
 DV0114'MARK IS IN THE NORTHWEST CORNER OF THE INTERSECTION WITH WEST UNION
 DV0114'HILLS DRIVE, 32 FEET NORTH OF THE CENTER OF WEST UNION HILLS DRIVE, 3
 DV0114'FEET WEST OF A FENCE CORNER AND 2 FEET EAST OF A WITNESS POST. THE
 DV0114'MARK IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV0114'ABOUT 1 INCH.
 DV0114
 DV0114                          STATION RECOVERY (1994)
 DV0114
 DV0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0428 ***********************************************************************
 DU0428  DESIGNATION -  E 270
 DU0428  PID         -  DU0428
 DU0428  STATE/COUNTY-  AZ/MARICOPA
 DU0428  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0428
 DU0428                         *CURRENT SURVEY CONTROL
 DU0428  ___________________________________________________________________
 DU0428* NAD 83(1986)-  33 31 59.     (N)    111 21 00.     (W)     SCALED    
 DU0428* NAVD 88     -       749.236  (meters)    2458.12   (feet)  ADJUSTED  
 DU0428  ___________________________________________________________________
 DU0428  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DU0428  DYNAMIC HT  -         748.252 (meters)    2454.89  (feet)  COMP
 DU0428  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 DU0428
 DU0428  VERT ORDER  -  FIRST     CLASS II
 DU0428
 DU0428.The horizontal coordinates were scaled from a topographic map and have
 DU0428.an estimated accuracy of +/- 6 seconds.
 DU0428
 DU0428.The orthometric height was determined by differential leveling
 DU0428.and adjusted in June 1991.
 DU0428
 DU0428.The geoid height was determined by GEOID03.
 DU0428
 DU0428.The dynamic height is computed by dividing the NAVD 88
 DU0428.geopotential number by the normal gravity value computed on the
 DU0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0428.degrees latitude (g = 980.6199 gals.).
 DU0428
 DU0428.The modeled gravity was interpolated from observed gravity values.
 DU0428
 DU0428;                    North         East    Units  Estimated Accuracy
 DU0428;SPC AZ C     -   281,010.      265,990.      MT  (+/- 180 meters Scaled)
 DU0428
 DU0428                          SUPERSEDED SURVEY CONTROL
 DU0428
 DU0428  NGVD 29 (??/??/92)  748.601  (m)         2456.04   (f) ADJ UNCH    1 2
 DU0428
 DU0428.Superseded values are not recommended for survey control.
 DU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0428.See file dsdata.txt to determine how the superseded data were derived.
 DU0428
 DU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC675104(NAD 83)
 DU0428_MARKER: DB = BENCH MARK DISK
 DU0428_SETTING: 66 = SET IN ROCK OUTCROP
 DU0428_SP_SET: ROCK OUTCROP
 DU0428_STAMPING: E 270 1948
 DU0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0428+STABILITY: POSITION/ELEVATION WELL
 DU0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0428+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0428
 DU0428  HISTORY     - Date     Condition        Report By
 DU0428  HISTORY     - 1948     MONUMENTED       CGS
 DU0428  HISTORY     - 1980     GOOD             NGS
 DU0428  HISTORY     - 20070512 GOOD             GEOCAC
 DU0428  HISTORY     - 20081008 GOOD             GEOCAC
 DU0428
 DU0428                          STATION DESCRIPTION
 DU0428
 DU0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0428'4.0 MI NE FROM TORTILLA FLAT.
 DU0428'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0428'TORTILLA FLAT, 84.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DU0428'10.5 FEET SOUTHWEST OF THE NORTHWEST EDGE OF THE OUTCROP, 6.4 FEET
 DU0428'SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP, ABOUT 5.0 FEET ABOVE
 DU0428'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LARGE YELLOWISH ROCK
 DU0428'OUTCROP ABOUT 30.0 FEET LONG BY 15.0 FEET WIDE, AT A WIDE TURN-OUT AT
 DU0428'A SCENIC VIEW POINT AND ABOUT 4.0 FEET ABOVE THE GROUND.
 DU0428
 DU0428                          STATION RECOVERY (1980)
 DU0428
 DU0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0428'4.6 KM (2.85 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0428'OFFICE AT TORTILLA FLAT, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG A
 DU0428'PAVED ROAD TO A SENIC OVERLOOK, IN TOP OF THE EAST END OF A
 DU0428'MASSIVE OUTCROP AT THE SOUTH EDGE OF A SENIC OVERLOOK PARKING AREA,
 DU0428'1.9 METERS (6.4 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP, 3.2 METERS
 DU0428'(10.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE OUTCROP.
 DU0428'THE MARK IS 1.2 M ABOVE THE PARKING LOT.
 DU0428
 DU0428                          STATION RECOVERY (2007)
 DU0428
 DU0428'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0428'RECOVERED IN GOOD CONDITION.
 DU0428
 DU0428                          STATION RECOVERY (2008)
 DU0428
 DU0428'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0428'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0428'33 31.989' W 111
 DU0428'21.011'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0494 ***********************************************************************
 DV0494  DESIGNATION -  E 271
 DV0494  PID         -  DV0494
 DV0494  STATE/COUNTY-  AZ/MARICOPA
 DV0494  USGS QUAD   -  FOWLER (1982)
 DV0494
 DV0494                         *CURRENT SURVEY CONTROL
 DV0494  ___________________________________________________________________
 DV0494* NAD 83(1986)-  33 26 37.     (N)    112 10 09.     (W)     SCALED    
 DV0494* NAVD 88     -       320.95   (+/-2cm)    1053.0    (feet)  VERTCON   
 DV0494  ___________________________________________________________________
 DV0494  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0494
 DV0494.The horizontal coordinates were scaled from a topographic map and have
 DV0494.an estimated accuracy of +/- 6 seconds.
 DV0494
 DV0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0494.The vertical order pertains to the NGVD 29 superseded value.
 DV0494
 DV0494.The geoid height was determined by GEOID03.
 DV0494
 DV0494;                    North         East    Units  Estimated Accuracy
 DV0494;SPC AZ C     -   270,980.      189,880.      MT  (+/- 180 meters Scaled)
 DV0494
 DV0494                          SUPERSEDED SURVEY CONTROL
 DV0494
 DV0494  NGVD 29 (??/??/92)  320.314  (m)         1050.90   (f) ADJ UNCH    2 0
 DV0494
 DV0494.Superseded values are not recommended for survey control.
 DV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0494.See file dsdata.txt to determine how the superseded data were derived.
 DV0494
 DV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC913010(NAD 83)
 DV0494_MARKER: DB = BENCH MARK DISK
 DV0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0494_SP_SET: WATER BOX
 DV0494_STAMPING: E 271 1948
 DV0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0494
 DV0494  HISTORY     - Date     Condition        Report By
 DV0494  HISTORY     - 1948     MONUMENTED       CGS
 DV0494  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0494  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0494
 DV0494                          STATION DESCRIPTION
 DV0494
 DV0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0494'5.2 MI W FROM PHOENIX.
 DV0494'5.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0494'STATION AT PHOENIX, 213 FEET NORTH OF A ROAD LEADING EAST TO A FARM
 DV0494'HOUSE, 77.4 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 30.3 FEET
 DV0494'WEST OF THE CENTER LINE OF LATERAL 17, SET IN THE TOP OF A CONCRETE
 DV0494'WATER BOX ABOUT 3.0 FEET BELOW THE LEVEL OF THE ROAD.
 DV0494
 DV0494                          STATION RECOVERY (1962)
 DV0494
 DV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0494'MARK NOT FOUND.
 DV0494
 DV0494                          STATION RECOVERY (2008)
 DV0494
 DV0494'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0494'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0494'MARK. AN SRP MARK WAS FOUND IN AN IRRIGATION CONTROL STRUCTURE NEARBY,
 DV0494'BUT THE CGS MARK WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0391 ***********************************************************************
 DV0391  DESIGNATION -  E 272
 DV0391  PID         -  DV0391
 DV0391  STATE/COUNTY-  AZ/MARICOPA
 DV0391  USGS QUAD   -  LAVEEN (1973)
 DV0391
 DV0391                         *CURRENT SURVEY CONTROL
 DV0391  ___________________________________________________________________
 DV0391* NAD 83(1986)-  33 17 04.     (N)    112 10 09.     (W)     SCALED    
 DV0391* NAVD 88     -       313.79   (+/-2cm)    1029.5    (feet)  VERTCON   
 DV0391  ___________________________________________________________________
 DV0391  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0391
 DV0391.The horizontal coordinates were scaled from a topographic map and have
 DV0391.an estimated accuracy of +/- 6 seconds.
 DV0391
 DV0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0391.The vertical order pertains to the NGVD 29 superseded value.
 DV0391
 DV0391.The geoid height was determined by GEOID03.
 DV0391
 DV0391;                    North         East    Units  Estimated Accuracy
 DV0391;SPC AZ C     -   253,320.      189,840.      MT  (+/- 180 meters Scaled)
 DV0391
 DV0391                          SUPERSEDED SURVEY CONTROL
 DV0391
 DV0391  NGVD 29 (??/??/92)  313.187  (m)         1027.51   (f) ADJ UNCH    2 0
 DV0391
 DV0391.Superseded values are not recommended for survey control.
 DV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0391.See file dsdata.txt to determine how the superseded data were derived.
 DV0391
 DV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911834(NAD 83)
 DV0391_MARKER: DB = BENCH MARK DISK
 DV0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0391_SP_SET: CULVERT
 DV0391_STAMPING: E 272 1948
 DV0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0391
 DV0391  HISTORY     - Date     Condition        Report By
 DV0391  HISTORY     - 1948     MONUMENTED       CGS
 DV0391  HISTORY     - 1963     GOOD             NGS
 DV0391  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0391
 DV0391                          STATION DESCRIPTION
 DV0391
 DV0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0391'0.6 MI N FROM KOMATKE.
 DV0391'0.6 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 14.6 FEET WEST OF THE
 DV0391'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE WEST HEAD WALL OF LARGE
 DV0391'CONCRETE CULVERT IN ROAD.
 DV0391
 DV0391                          STATION RECOVERY (1963)
 DV0391
 DV0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0391'RECOVERED IN GOOD CONDITION.
 DV0391
 DV0391                          STATION RECOVERY (1994)
 DV0391
 DV0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0851 ***********************************************************************
 DU0851  DESIGNATION -  E 273
 DU0851  PID         -  DU0851
 DU0851  STATE/COUNTY-  AZ/MARICOPA
 DU0851  USGS QUAD   -  TEMPE (1982)
 DU0851
 DU0851                         *CURRENT SURVEY CONTROL
 DU0851  ___________________________________________________________________
 DU0851* NAD 83(1986)-  33 22 40.     (N)    111 58 11.     (W)     SCALED    
 DU0851* NAVD 88     -       371.31   (+/-2cm)    1218.2    (feet)  VERTCON   
 DU0851  ___________________________________________________________________
 DU0851  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0851
 DU0851.The horizontal coordinates were scaled from a topographic map and have
 DU0851.an estimated accuracy of +/- 6 seconds.
 DU0851
 DU0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0851.The vertical order pertains to the NGVD 29 superseded value.
 DU0851
 DU0851.The geoid height was determined by GEOID03.
 DU0851
 DU0851;                    North         East    Units  Estimated Accuracy
 DU0851;SPC AZ C     -   263,650.      208,420.      MT  (+/- 180 meters Scaled)
 DU0851
 DU0851                          SUPERSEDED SURVEY CONTROL
 DU0851
 DU0851  NGVD 29 (??/??/92)  370.691  (m)         1216.18   (f) ADJ UNCH    2 0
 DU0851
 DU0851.Superseded values are not recommended for survey control.
 DU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0851.See file dsdata.txt to determine how the superseded data were derived.
 DU0851
 DU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097935(NAD 83)
 DU0851_MARKER: DD = SURVEY DISK
 DU0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0851_SP_SET: WATER WAY
 DU0851_STAMPING: E 273
 DU0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0851
 DU0851  HISTORY     - Date     Condition        Report By
 DU0851  HISTORY     - UNK      MONUMENTED       BOR
 DU0851  HISTORY     - 1948     GOOD             NGS
 DU0851  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DU0851
 DU0851                          STATION DESCRIPTION
 DU0851
 DU0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0851'1.4 MI W FROM PETERSON.
 DU0851'1.4 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 22.5 FEET NORTH OF
 DU0851'THE CENTER LINE OF BASELINE, 22.3 FEET EAST OF THE CENTER LINE OF A
 DU0851'PRIVATE DRIVEWAY, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN
 DU0851'THE NORTHEAST END OF THE SOUTHWEST WINGWALL OF A WATERWAY, A STANDARD
 DU0851'U.S.R.S. BRONZE DISK.
 DU0851
 DU0851                          STATION RECOVERY (2006)
 DU0851
 DU0851'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0851'BASELINE ROAD HAS BEEN WIDENED. THE WINGWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0322 ***********************************************************************
 DV0322  DESIGNATION -  E 274
 DV0322  PID         -  DV0322
 DV0322  STATE/COUNTY-  AZ/PINAL
 DV0322  USGS QUAD   -  ENID (1978)
 DV0322
 DV0322                         *CURRENT SURVEY CONTROL
 DV0322  ___________________________________________________________________
 DV0322* NAD 83(1986)-  33 04 37.     (N)    112 09 02.     (W)     SCALED    
 DV0322* NAVD 88     -       374.698  (meters)    1229.32   (feet)  ADJUSTED  
 DV0322  ___________________________________________________________________
 DV0322  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0322  DYNAMIC HT  -         374.251 (meters)    1227.86  (feet)  COMP
 DV0322  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DV0322  OBS GRAVITY -     979,434.2   (mgal)                       GRAV_OBS
 DV0322
 DV0322  VERT ORDER  -  FIRST     CLASS II
 DV0322
 DV0322.The horizontal coordinates were scaled from a topographic map and have
 DV0322.an estimated accuracy of +/- 6 seconds.
 DV0322
 DV0322.The orthometric height was determined by differential leveling
 DV0322.and adjusted in June 1991.
 DV0322
 DV0322.The geoid height was determined by GEOID03.
 DV0322
 DV0322.The dynamic height is computed by dividing the NAVD 88
 DV0322.geopotential number by the normal gravity value computed on the
 DV0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0322.degrees latitude (g = 980.6199 gals.).
 DV0322
 DV0322.The modeled gravity was interpolated from observed gravity values.
 DV0322.The observed gravity was obtained from relative gravimeter ties
 DV0322.to the IGSN71 gravity network.
 DV0322
 DV0322;                    North         East    Units  Estimated Accuracy
 DV0322;SPC AZ C     -   230,310.      191,520.      MT  (+/- 180 meters Scaled)
 DV0322
 DV0322                          SUPERSEDED SURVEY CONTROL
 DV0322
 DV0322  NGVD 29 (??/??/92)  374.139  (m)         1227.49   (f) ADJ UNCH    1 2
 DV0322
 DV0322.Superseded values are not recommended for survey control.
 DV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0322.See file dsdata.txt to determine how the superseded data were derived.
 DV0322
 DV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB926604(NAD 83)
 DV0322_MARKER: DB = BENCH MARK DISK
 DV0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0322_STAMPING: E 274 1948
 DV0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0322+STABILITY: SURFACE MOTION
 DV0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0322+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0322
 DV0322  HISTORY     - Date     Condition        Report By
 DV0322  HISTORY     - 1948     MONUMENTED       CGS
 DV0322  HISTORY     - 1967     GOOD             NGS
 DV0322  HISTORY     - 1980     GOOD             NGS
 DV0322  HISTORY     - 1980     GOOD             NGS
 DV0322  HISTORY     - 19980425 GOOD             USPSQD
 DV0322  HISTORY     - 20070321 GOOD             GEOCAC
 DV0322
 DV0322                          STATION DESCRIPTION
 DV0322
 DV0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0322'6.5 MI W FROM MARICOPA.
 DV0322'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0322'MARICOPA, THENCE 6.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0322'OR ABOUT 7.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0322'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 15, T 4 S, R 2 E, 171 FEET
 DV0322'NORTH AND A ACROSS THE TRACKS FROM BENCH MARK P 87, 81 FEET NORTH OF
 DV0322'THE NORTH RAIL OF THE MAIN TRACK, 132 FEET NORTHEAST OF THE CENTER OF
 DV0322'THE CROSSING OF THE RAILROAD AND A GRADED DIRT ROAD, 92 FEET EAST OF
 DV0322'THE CENTER LINE OF THE DIRT ROAD, 69 FEET NORTHWEST OF A TELEPHONE
 DV0322'POLE, 45 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 1.4 FEET
 DV0322'WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 DV0322'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0322
 DV0322                          STATION RECOVERY (1980)
 DV0322
 DV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0322'RECOVERED IN GOOD CONDITION.
 DV0322
 DV0322                          STATION RECOVERY (1980)
 DV0322
 DV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0322'RECOVERED IN GOOD CONDITION.
 DV0322
 DV0322                          STATION RECOVERY (1998)
 DV0322
 DV0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 DV0322'RECOVERED IN GOOD CONDITION.
 DV0322
 DV0322                          STATION RECOVERY (2007)
 DV0322
 DV0322'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0835 ***********************************************************************
 DU0835  DESIGNATION -  E 276
 DU0835  PID         -  DU0835
 DU0835  STATE/COUNTY-  AZ/PINAL
 DU0835  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0835
 DU0835                         *CURRENT SURVEY CONTROL
 DU0835  ___________________________________________________________________
 DU0835* NAD 83(1986)-  33 05 59.     (N)    111 49 05.     (W)     SCALED    
 DU0835* NAVD 88     -       378.74   (+/-2cm)    1242.6    (feet)  VERTCON   
 DU0835  ___________________________________________________________________
 DU0835  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0835
 DU0835.The horizontal coordinates were scaled from a topographic map and have
 DU0835.an estimated accuracy of +/- 6 seconds.
 DU0835
 DU0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0835.The vertical order pertains to the NGVD 29 superseded value.
 DU0835
 DU0835.The geoid height was determined by GEOID03.
 DU0835
 DU0835;                    North         East    Units  Estimated Accuracy
 DU0835;SPC AZ C     -   232,810.      222,560.      MT  (+/- 180 meters Scaled)
 DU0835
 DU0835                          SUPERSEDED SURVEY CONTROL
 DU0835
 DU0835  NGVD 29 (??/??/92)  378.267  (m)         1241.03   (f) ADJ UNCH    2 0
 DU0835
 DU0835.Superseded values are not recommended for survey control.
 DU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0835.See file dsdata.txt to determine how the superseded data were derived.
 DU0835
 DU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB236626(NAD 83)
 DU0835_MARKER: DB = BENCH MARK DISK
 DU0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0835_STAMPING: E 276 1948
 DU0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0835+STABILITY: SURFACE MOTION
 DU0835
 DU0835  HISTORY     - Date     Condition        Report By
 DU0835  HISTORY     - 1948     MONUMENTED       CGS
 DU0835  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0835
 DU0835                          STATION DESCRIPTION
 DU0835
 DU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0835'4.2 MI NW FROM SACATON.
 DU0835'4.2 MILES NORTHWEST ALONG THE ROAD TO CASA BLANCA FROM THE MATHEW B
 DU0835'JUAN MEMORIAL AT SACATON, 65.3 FEET NORTHEAST OF THE CENTER LINE OF
 DU0835'THE ROAD, 50.1 FEET NORTHWEST OF THE CENTER OF A SMALL WASH, ABOUT
 DU0835'LEVEL WITH THE ROAD AND 3.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 DU0835'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DU0835'GROUND.
 DU0835
 DU0835                          STATION RECOVERY (2006)
 DU0835
 DU0835'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0835'A THOROUGH SEARCH OF THE AREA DID NOT REVEAL THE WITNESS POST OR
 DU0835'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0998 ***********************************************************************
 CZ0998  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ0998  DESIGNATION -  E 278
 CZ0998  PID         -  CZ0998
 CZ0998  STATE/COUNTY-  AZ/PINAL
 CZ0998  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0998
 CZ0998                         *CURRENT SURVEY CONTROL
 CZ0998  ___________________________________________________________________
 CZ0998* NAD 83(2007)-  32 54 04.85038(N)    111 45 27.04233(W)     ADJUSTED  
 CZ0998* NAVD 88     -       422.85   (meters)    1387.3    (feet)  GPS OBS   
 CZ0998  ___________________________________________________________________
 CZ0998  EPOCH DATE  -        2007.00
 CZ0998  X           -  -1,987,120.568 (meters)                     COMP
 CZ0998  Y           -  -4,978,860.382 (meters)                     COMP
 CZ0998  Z           -   3,444,990.975 (meters)                     COMP
 CZ0998  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CZ0998  ELLIP HEIGHT-         392.675 (meters)          (04/23/08) ADJUSTED
 CZ0998  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ0998  HORZ ORDER  -  B
 CZ0998  ELLP ORDER  -  FOURTH    CLASS I
 CZ0998
 CZ0998.This mark is at Casa Grande Municipal Airport (CGZ)
 CZ0998
 CZ0998.The horizontal coordinates were established by GPS observations
 CZ0998.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ0998
 CZ0998.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0998.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0998.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0998.The epoch date for horizontal control is a decimal equivalence
 CZ0998.of Year/Month/Day.
 CZ0998
 CZ0998.The orthometric height was determined by GPS observations and a
 CZ0998.high-resolution geoid model.
 CZ0998.The orthometric height was determined by GPS observations and a
 CZ0998.high-resolution geoid model using precise GPS observation and
 CZ0998.processing techniques.
 CZ0998
 CZ0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0998
 CZ0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0998
 CZ0998.The ellipsoidal height was determined by GPS observations
 CZ0998.and is referenced to NAD 83.
 CZ0998
 CZ0998.The geoid height was determined by GEOID03.
 CZ0998
 CZ0998;                    North         East     Units Scale Factor Converg.
 CZ0998;SPC AZ C     -   210,822.934   228,248.587   MT  0.99990273   +0 05 11.2
 CZ0998;SPC AZ C     -   691,676.29    748,847.07   iFT  0.99990273   +0 05 11.2
 CZ0998;UTM  12      - 3,640,604.779   429,156.908   MT  0.99966188   -0 24 41.4
 CZ0998
 CZ0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0998!SPC AZ C     -   0.99993835  x   0.99990273  =   0.99984109
 CZ0998!UTM  12      -   0.99993835  x   0.99966188  =   0.99960025
 CZ0998
 CZ0998                          SUPERSEDED SURVEY CONTROL
 CZ0998
 CZ0998  NGVD 29 (??/??/92)  422.315  (m)         1385.55   (f) ADJ UNCH    1 2
 CZ0998
 CZ0998.Superseded values are not recommended for survey control.
 CZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0998.See file dsdata.txt to determine how the superseded data were derived.
 CZ0998
 CZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2915740605(NAD 83)
 CZ0998_MARKER: DB = BENCH MARK DISK
 CZ0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0998_SP_SET: CONCRETE BASE
 CZ0998_STAMPING: E 278 1948
 CZ0998_MARK LOGO: CGS   
 CZ0998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0998+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 CZ0998
 CZ0998  HISTORY     - Date     Condition        Report By
 CZ0998  HISTORY     - 1948     MONUMENTED       CGS
 CZ0998  HISTORY     - 1952     GOOD             NGS
 CZ0998  HISTORY     - 1980     GOOD             NGS
 CZ0998  HISTORY     - 1980     GOOD             NGS
 CZ0998  HISTORY     - 20030628 GOOD             MHD
 CZ0998  HISTORY     - 20060831 GOOD             MHD
 CZ0998  HISTORY     - 20061106 GOOD             GEOCAC
 CZ0998
 CZ0998                          STATION DESCRIPTION
 CZ0998
 CZ0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ0998'1.9 MI N FROM CASA GRANDE.
 CZ0998'1.9 MILES NORTH ALONG STATE ROUTE 187 FROM THE WATER TANK AT CASA
 CZ0998'GRANDE, 63.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 41.5 FEET
 CZ0998'SOUTH OF THE SOUTH SIDE OF THE CASA GRANDE AIR SERVICE BUILDING, 17.8
 CZ0998'FEET NORTH OF THE NORTHEAST CORNER OF THE HANGAR, 0.8 FOOT ABOVE THE
 CZ0998'GROUND, SET IN THE TOP OF THE WEST SIDE OF THE CONCRETE BASE FOR A
 CZ0998'WATER PUMP OVER A WELL.
 CZ0998
 CZ0998                          STATION RECOVERY (1952)
 CZ0998
 CZ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CZ0998'RECOVERED IN GOOD CONDITION.
 CZ0998
 CZ0998                          STATION RECOVERY (1980)
 CZ0998
 CZ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0998'RECOVERED IN GOOD CONDITION.
 CZ0998
 CZ0998                          STATION RECOVERY (1980)
 CZ0998
 CZ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0998'RECOVERED IN GOOD CONDITION.
 CZ0998
 CZ0998                          STATION RECOVERY (2003)
 CZ0998
 CZ0998'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (MD)
 CZ0998'HANGAR DESCRIBED BY COAST AND GEODETIC SURVEY (1948 RECOVERY) IS GONE.
 CZ0998'MARK IS S. 54 W., 81.4 FEET FROM THE ADOT MONUMENT MARKING THE EAST
 CZ0998'1/4 CORNER OF SEC 18, T6S, R6E (CENTERLINE INTERSECTION OF PINAL ST.
 CZ0998'AND VIOLA)
 CZ0998
 CZ0998                          STATION RECOVERY (2006)
 CZ0998
 CZ0998'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (MHD)
 CZ0998'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ0998' 
 CZ0998'THE MARK IS LOCATED ABOUT 11.9 MI (19.2 KM) EAST OF STANFIELD, 10.4 MI
 CZ0998'(16.7 KM) NORTH OF CHUICHU AND 1.5 MI (2.4 KM) NORTH OF CASA GRANDE ON
 CZ0998'UNDEVELOPED LAND NEAR THE EAST CORNER OF SECTION 18, T 6 S, R 6 EAST,
 CZ0998'GILA AND SALT RIVER MERIDIAN.
 CZ0998' 
 CZ0998'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 CZ0998'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO NORTH ON PINAL
 CZ0998'AVENUE 1.5 MI (2.4 KM) TO VIOLA DRIVE, THEN EXIT LEFT TO VACANT AREA
 CZ0998'SOUTH OF AIRPORT TAVERN.  THE STATION IS 42.26 FT (12.9 M) SOUTHWEST
 CZ0998'OF THE SOUTHEAST CORNER OF TAVERN BUILDING, 30.7 FT (9.4 M) WEST OF
 CZ0998'PINAL AVENUE CURB, AND 1.7 FT (0.5 M) BELOW THE ROADWAY ELEVATION.
 CZ0998'STATION IS USCGS BRASS DISK IN 4 FT (1.2 M) BY 1 FT (0.3 M) CONCRETE
 CZ0998'SLAB (WATER PUMP BASE), AS DESCRIBED BY USCGS IN 1948.
 CZ0998
 CZ0998                          STATION RECOVERY (2006)
 CZ0998
 CZ0998'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0331 ***********************************************************************
 CZ0331  DESIGNATION -  E 279
 CZ0331  PID         -  CZ0331
 CZ0331  STATE/COUNTY-  AZ/PINAL
 CZ0331  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0331
 CZ0331                         *CURRENT SURVEY CONTROL
 CZ0331  ___________________________________________________________________
 CZ0331* NAD 83(1986)-  32 42 09.     (N)    111 28 38.     (W)     SCALED    
 CZ0331* NAVD 88     -       499.160  (meters)    1637.66   (feet)  ADJUSTED  
 CZ0331  ___________________________________________________________________
 CZ0331  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0331  DYNAMIC HT  -         498.526 (meters)    1635.58  (feet)  COMP
 CZ0331  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 CZ0331  OBS GRAVITY -     979,352.3   (mgal)                       GRAV_OBS
 CZ0331
 CZ0331  VERT ORDER  -  FIRST     CLASS II
 CZ0331
 CZ0331.The horizontal coordinates were scaled from a topographic map and have
 CZ0331.an estimated accuracy of +/- 6 seconds.
 CZ0331
 CZ0331.The orthometric height was determined by differential leveling
 CZ0331.and adjusted in November 1993.
 CZ0331
 CZ0331.The geoid height was determined by GEOID03.
 CZ0331
 CZ0331.The dynamic height is computed by dividing the NAVD 88
 CZ0331.geopotential number by the normal gravity value computed on the
 CZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0331.degrees latitude (g = 980.6199 gals.).
 CZ0331
 CZ0331.The modeled gravity was interpolated from observed gravity values.
 CZ0331.The observed gravity was obtained from relative gravimeter ties
 CZ0331.to the IGSN71 gravity network.
 CZ0331
 CZ0331;                    North         East    Units  Estimated Accuracy
 CZ0331;SPC AZ C     -   188,850.      254,560.      MT  (+/- 180 meters Scaled)
 CZ0331
 CZ0331                          SUPERSEDED SURVEY CONTROL
 CZ0331
 CZ0331  NAVD 88 (06/15/91)  499.426  (m)         1638.53   (f) UNKNOWN     1 2
 CZ0331
 CZ0331.Superseded values are not recommended for survey control.
 CZ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0331.See file dsdata.txt to determine how the superseded data were derived.
 CZ0331
 CZ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB552184(NAD 83)
 CZ0331_MARKER: DB = BENCH MARK DISK
 CZ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0331_SP_SET: CONCRETE POST
 CZ0331_STAMPING: E 279 1948
 CZ0331_MARK LOGO: CGS   
 CZ0331_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0331+STABILITY: SURFACE MOTION
 CZ0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0331+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 CZ0331
 CZ0331  HISTORY     - Date     Condition        Report By
 CZ0331  HISTORY     - 1948     MONUMENTED       CGS
 CZ0331  HISTORY     - 1967     GOOD             NGS
 CZ0331  HISTORY     - 1968     GOOD             NGS
 CZ0331  HISTORY     - 1980     GOOD             NGS
 CZ0331  HISTORY     - 1980     GOOD             NGS
 CZ0331  HISTORY     - 1984     GOOD             NGS
 CZ0331  HISTORY     - 19911205 GOOD             NGS
 CZ0331  HISTORY     - 20030429 GOOD             NGS
 CZ0331
 CZ0331                          STATION DESCRIPTION
 CZ0331
 CZ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0331'1.5 MI SE FROM PICACHO.
 CZ0331'ABOUT 1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0331'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 25, T 8 S, R 8 E,
 CZ0331'4 POLES NORTHWEST OF A RAILROAD SIGNAL BOX, 50 FEET SOUTHWEST OF THE
 CZ0331'SOUTHWEST RAIL OF THE TRACKS, 79 1/2 FEET NORTHEAST OF THE CENTER LINE
 CZ0331'OF OLD STATE HIGHWAY 84 WHICH IS NOW A FRONTAGE ROAD ALONG THE
 CZ0331'NORTHEAST SIDE OF INTERSTATE HIGHWAY 10, 6 FEET SOUTHEAST OF A
 CZ0331'TELEPHONE POLE, 2.3 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 4
 CZ0331'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 CZ0331'POST WHICH PROJECTS 6 INCHES.
 CZ0331
 CZ0331                          STATION RECOVERY (1968)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0331'RECOVERED IN GOOD CONDITION.
 CZ0331
 CZ0331                          STATION RECOVERY (1980)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0331'THE MARK IS 1.2 M BELOW THE TRACKS.
 CZ0331'32.3 KILOMETERS (20.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0331'RAILROAD FROM THE STATION AT CASA GRANDE, AT THE THIRD TELEGRAPH
 CZ0331'POLE NORTHWEST OF MILE POST 939, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 CZ0331'OF RAILROAD BRIDGE 938.69, 15.25 METERS (50 FEET) SOUTHWEST OF THE
 CZ0331'SOUTHWEST RAIL, 112.8 METERS (370 FEET) NORTHWEST OF AND ACROSS THE
 CZ0331'TRACKS FROM THE MILE POST, 24.2 METERS (80 FEET) NORTHEAST OF THE
 CZ0331'CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 84) AND 1.8 METERS
 CZ0331'(6 FEET) SOUTHEAST OF THE TELEGRAPH POLE.
 CZ0331'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CZ0331
 CZ0331                          STATION RECOVERY (1980)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0331'THE MARK IS 1.2 M BELOW THE TRACKS.
 CZ0331'32.3 KILOMETERS (20.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0331'RAILROAD FROM THE STATION AT CASA GRANDE, AT THE THIRD TELEGRAPH
 CZ0331'POLE NORTHWEST OF MILE POST 939, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 CZ0331'OF RAILROAD BRIDGE 938.69, 15.25 METERS (50 FEET) SOUTHWEST OF THE
 CZ0331'SOUTHWEST RAIL, 112.8 METERS (370 FEET) NORTHWEST OF AND ACROSS THE
 CZ0331'TRACKS FROM THE MILE POST, 24.2 METERS (80 FEET) NORTHEAST OF THE
 CZ0331'CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 84) AND 1.8 METERS
 CZ0331'(6 FEET) SOUTHEAST OF THE TELEGRAPH POLE.
 CZ0331'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CZ0331
 CZ0331                          STATION RECOVERY (1984)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0331'RECOVERED IN GOOD CONDITION.
 CZ0331
 CZ0331                          STATION RECOVERY (1991)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0331'2.3 KM (1.40 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0331'POST OFFICE IN PICACHO, 41.9 M (137.5 FT) NORTH OF BENCH MARK A 509,
 CZ0331'24.1 M (79.1 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE,
 CZ0331'15.3 M (50.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 CZ0331'RAILROAD, 9.8 M (32.2 FT) EAST OF AN UNDERGROUND PIPELINE WARNING
 CZ0331'SIGN, 1.9 M (6.2 FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 CZ0331'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 CZ0331'ABOVE THE GROUND SURFACE.
 CZ0331
 CZ0331                          STATION RECOVERY (2003)
 CZ0331
 CZ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ0331'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.  DUE TO WIND EROSION,
 CZ0331'MONUMENT NOW PROJECTS 0.5 M ABOVE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0050 ***********************************************************************
 ET0050  DESIGNATION -  E 28
 ET0050  PID         -  ET0050
 ET0050  STATE/COUNTY-  AZ/YAVAPAI
 ET0050  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0050
 ET0050                         *CURRENT SURVEY CONTROL
 ET0050  ___________________________________________________________________
 ET0050* NAD 83(1986)-  34 37 34.     (N)    112 24 27.     (W)     SCALED    
 ET0050* NAVD 88     -      1536.376  (meters)    5040.59   (feet)  POSTED    
 ET0050  ___________________________________________________________________
 ET0050  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0050  DYNAMIC HT  -        1534.290 (meters)    5033.75  (feet)  COMP
 ET0050  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 ET0050
 ET0050  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0050
 ET0050.The horizontal coordinates were scaled from a topographic map and have
 ET0050.an estimated accuracy of +/- 6 seconds.
 ET0050
 ET0050.The orthometric height was determined by differential leveling
 ET0050.and adjusted in November 2005.
 ET0050.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0050.rate of 1.1 thru 2.0 mm/km.
 ET0050
 ET0050.The geoid height was determined by GEOID03.
 ET0050
 ET0050.The dynamic height is computed by dividing the NAVD 88
 ET0050.geopotential number by the normal gravity value computed on the
 ET0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0050.degrees latitude (g = 980.6199 gals.).
 ET0050
 ET0050.The modeled gravity was interpolated from observed gravity values.
 ET0050
 ET0050;                    North         East    Units  Estimated Accuracy
 ET0050;SPC AZ C     -   402,210.      168,350.      MT  (+/- 180 meters Scaled)
 ET0050
 ET0050                          SUPERSEDED SURVEY CONTROL
 ET0050
 ET0050  NGVD 29 (??/??/92) 1535.552  (m)         5037.89   (f) ADJ UNCH    1 2
 ET0050
 ET0050.Superseded values are not recommended for survey control.
 ET0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0050.See file dsdata.txt to determine how the superseded data were derived.
 ET0050
 ET0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709324(NAD 83)
 ET0050_MARKER: DB = BENCH MARK DISK
 ET0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0050_STAMPING: 5037.890 E 28 1933
 ET0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0050+STABILITY: SURFACE MOTION
 ET0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0050+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 ET0050
 ET0050  HISTORY     - Date     Condition        Report By
 ET0050  HISTORY     - 1933     MONUMENTED       CGS
 ET0050  HISTORY     - 19970628 GOOD             USPSQD
 ET0050  HISTORY     - 20030610 GOOD             NGS
 ET0050
 ET0050                          STATION DESCRIPTION
 ET0050
 ET0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0050'7.5 MI N FROM PRESCOTT.
 ET0050'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 1.4 MILES NORTH OF
 ET0050'ENTRO RAILROAD JUNCTION, 0.2 MILES NORTH OF HIGHWAY UNDER-PASS, AT
 ET0050'SOUTH END OF CUT, 40 FEET WEST OF RAILROAD CENTER-LINE.
 ET0050
 ET0050                          STATION RECOVERY (1997)
 ET0050
 ET0050'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0050'RECOVERED IN GOOD CONDITION.
 ET0050
 ET0050                          STATION RECOVERY (2003)
 ET0050
 ET0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0050'STATION IS BETWEEN ABANDONED RR GRADE AND A GRAVEL ROAD RUNNING
 ET0050'BETWEEN CURRENT ROUTE AZ 89A AND ABANDONED ALIGNMENT OF AZ 89A AND AT
 ET0050'THE SOUTH END OF A LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0699 ***********************************************************************
 ET0699  DESIGNATION -  E 280
 ET0699  PID         -  ET0699
 ET0699  STATE/COUNTY-  AZ/LA PAZ
 ET0699  USGS QUAD   -  PLANET (1990)
 ET0699
 ET0699                         *CURRENT SURVEY CONTROL
 ET0699  ___________________________________________________________________
 ET0699* NAD 83(1986)-  34 13 01.     (N)    113 57 34.     (W)     SCALED    
 ET0699* NAVD 88     -       317.65   (+/-2cm)    1042.2    (feet)  VERTCON   
 ET0699  ___________________________________________________________________
 ET0699  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 ET0699  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0699
 ET0699.The horizontal coordinates were scaled from a topographic map and have
 ET0699.an estimated accuracy of +/- 6 seconds.
 ET0699
 ET0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0699.The vertical order pertains to the NGVD 29 superseded value.
 ET0699
 ET0699.The geoid height was determined by GEOID03.
 ET0699
 ET0699;                    North         East    Units  Estimated Accuracy
 ET0699;SPC AZ W     -   356,750.      194,060.      MT  (+/- 180 meters Scaled)
 ET0699
 ET0699                          SUPERSEDED SURVEY CONTROL
 ET0699
 ET0699  NGVD 29 (??/??/92)  317.016  (m)         1040.08   (f) ADJ UNCH    1 2
 ET0699
 ET0699.Superseded values are not recommended for survey control.
 ET0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0699.See file dsdata.txt to determine how the superseded data were derived.
 ET0699
 ET0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC273901(NAD 83)
 ET0699_MARKER: DB = BENCH MARK DISK
 ET0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0699_STAMPING: E 280 1948
 ET0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0699+STABILITY: SURFACE MOTION
 ET0699
 ET0699  HISTORY     - Date     Condition        Report By
 ET0699  HISTORY     - 1948     MONUMENTED       CGS
 ET0699
 ET0699                          STATION DESCRIPTION
 ET0699
 ET0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0699'25.6 MI N FROM BOUSE.
 ET0699'25.6 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0699'BOUSE, ON THE EAST BANK OF A LARGE DRY WASH, 37 FEET EAST OF THE
 ET0699'CENTER LINE OF THE ROAD, 3.8 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 ET0699'POST, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP
 ET0699'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0819 ***********************************************************************
 DW0819  DESIGNATION -  E 281
 DW0819  PID         -  DW0819
 DW0819  STATE/COUNTY-  AZ/LA PAZ
 DW0819  USGS QUAD   -  BOUSE (1990)
 DW0819
 DW0819                         *CURRENT SURVEY CONTROL
 DW0819  ___________________________________________________________________
 DW0819* NAD 83(1986)-  33 56 12.     (N)    114 00 06.     (W)     SCALED    
 DW0819* NAVD 88     -       289.51   (+/-2cm)     949.8    (feet)  VERTCON   
 DW0819  ___________________________________________________________________
 DW0819  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DW0819  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0819
 DW0819.The horizontal coordinates were scaled from a topographic map and have
 DW0819.an estimated accuracy of +/- 6 seconds.
 DW0819
 DW0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0819.The vertical order pertains to the NGVD 29 superseded value.
 DW0819
 DW0819.The geoid height was determined by GEOID03.
 DW0819
 DW0819;                    North         East    Units  Estimated Accuracy
 DW0819;SPC AZ W     -   325,670.      190,090.      MT  (+/- 180 meters Scaled)
 DW0819
 DW0819                          SUPERSEDED SURVEY CONTROL
 DW0819
 DW0819  NGVD 29 (??/??/??)  288.888  (m)          947.79   (f) ADJUSTED    1 2
 DW0819
 DW0819.Superseded values are not recommended for survey control.
 DW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0819.See file dsdata.txt to determine how the superseded data were derived.
 DW0819
 DW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT771591(NAD 83)
 DW0819_MARKER: DB = BENCH MARK DISK
 DW0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0819_STAMPING: E 281 1948
 DW0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0819+STABILITY: SURFACE MOTION
 DW0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0819+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DW0819
 DW0819  HISTORY     - Date     Condition        Report By
 DW0819  HISTORY     - 1948     MONUMENTED       CGS
 DW0819  HISTORY     - 20071019 GOOD             GEOCAC
 DW0819
 DW0819                          STATION DESCRIPTION
 DW0819
 DW0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DW0819'0.4 MI N FROM BOUSE.
 DW0819'0.4 MILE NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DW0819'AT BOUSE, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DW0819'2.3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 DW0819'2 FEET ABOVE THE SURFACE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 DW0819'POST PROJECTING 7 INCHES ABOVE GROUND.
 DW0819
 DW0819                          STATION RECOVERY (2007)
 DW0819
 DW0819'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DW0819'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DW0819'THE DESCRIPTION - THE MARK IS LOCATED AT THE EDGE OF A CULTIVATED
 DW0819'FIELD, 33.3 FEET SOUTHWEST OF THE CENTERLINE OF RAYDER ROAD, AND 2.0
 DW0819'FEET SOUTHWEST OF A BARBED WIRE FENCE. HANDHELD COORDINATES
 DW0819'33 56 09.7 (N)   114 00 11.8 (W)  (NAD 83).
 DW0819' 
 DW0819'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF S.R. 72
 DW0819'AND MAIN STREET IN BOUSE, TRAVEL NORTHEAST ON MAIN STREET FOR 0.3
 DW0819'MILES TO RAYDER AVENUE. TURN LEFT AND TRAVEL NORTHWEST ON RAYDER
 DW0819'AVENUE FOR 0.1 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0523 ***********************************************************************
 DU0523  DESIGNATION -  E 283
 DU0523  PID         -  DU0523
 DU0523  STATE/COUNTY-  AZ/PINAL
 DU0523  USGS QUAD   -  FLORENCE (1981)
 DU0523
 DU0523                         *CURRENT SURVEY CONTROL
 DU0523  ___________________________________________________________________
 DU0523* NAD 83(1986)-  33 00 06.     (N)    111 24 37.     (W)     SCALED    
 DU0523* NAVD 88     -       457.937  (meters)    1502.41   (feet)  ADJUSTED  
 DU0523  ___________________________________________________________________
 DU0523  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0523  DYNAMIC HT  -         457.375 (meters)    1500.57  (feet)  COMP
 DU0523  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 DU0523
 DU0523  VERT ORDER  -  FIRST     CLASS II
 DU0523
 DU0523.The horizontal coordinates were scaled from a topographic map and have
 DU0523.an estimated accuracy of +/- 6 seconds.
 DU0523
 DU0523.The orthometric height was determined by differential leveling
 DU0523.and adjusted in November 1993.
 DU0523
 DU0523.The geoid height was determined by GEOID03.
 DU0523
 DU0523.The dynamic height is computed by dividing the NAVD 88
 DU0523.geopotential number by the normal gravity value computed on the
 DU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0523.degrees latitude (g = 980.6199 gals.).
 DU0523
 DU0523.The modeled gravity was interpolated from observed gravity values.
 DU0523
 DU0523;                    North         East    Units  Estimated Accuracy
 DU0523;SPC AZ C     -   222,050.      260,680.      MT  (+/- 180 meters Scaled)
 DU0523
 DU0523                          SUPERSEDED SURVEY CONTROL
 DU0523
 DU0523  NGVD 29 (??/??/92)  457.387  (m)         1500.61   (f) ADJ UNCH    1 2
 DU0523
 DU0523.Superseded values are not recommended for survey control.
 DU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0523.See file dsdata.txt to determine how the superseded data were derived.
 DU0523
 DU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB616515(NAD 83)
 DU0523_MARKER: DB = BENCH MARK DISK
 DU0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0523_SP_SET: HEADWALL
 DU0523_STAMPING: E 283 1948
 DU0523_MARK LOGO: CGS   
 DU0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0523+STABILITY: SURFACE MOTION
 DU0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0523+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 DU0523
 DU0523  HISTORY     - Date     Condition        Report By
 DU0523  HISTORY     - 1948     MONUMENTED       CGS
 DU0523  HISTORY     - 1967     GOOD             NGS
 DU0523  HISTORY     - 19920104 GOOD             NGS
 DU0523  HISTORY     - 20070401 GOOD             GEOCAC
 DU0523
 DU0523                          STATION DESCRIPTION
 DU0523
 DU0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0523'3.55 MI SW FROM FLORENCE.
 DU0523'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0523'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 DU0523'0.75 MILE WEST ALONG A GRAVELED ROAD, IN S 15, T 5 S, R 9 E, 0.1 MILE
 DU0523'EAST OF THE JUNCTION OF THE ROAD AND A GRAVELED ROAD WHICH LEADS
 DU0523'SOUTH, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 DU0523'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE CULVERT,
 DU0523'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 DU0523
 DU0523                          STATION RECOVERY (1992)
 DU0523
 DU0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0523'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU0523'THE POST OFFICE IN FLORENCE, THENCE 3.9 KM (2.40 MI) SOUTHWESTERLY
 DU0523'ALONG CANAL ROAD, IN TOP OF AND 0.8 M (2.6 FT) EAST OF THE WEST END
 DU0523'OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 140.0 M (459.3 FT) EAST
 DU0523'OF THE CENTER OF SELLERS STREET, AND 3.2 M (10.5 FT) SOUTH OF AND
 DU0523'LEVEL WITH THE ROAD CENTER.
 DU0523
 DU0523                          STATION RECOVERY (2007)
 DU0523
 DU0523'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0327 ***********************************************************************
 CZ0327  DESIGNATION -  E 284
 CZ0327  PID         -  CZ0327
 CZ0327  STATE/COUNTY-  AZ/PINAL
 CZ0327  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0327
 CZ0327                         *CURRENT SURVEY CONTROL
 CZ0327  ___________________________________________________________________
 CZ0327* NAD 83(1986)-  32 39 24.     (N)    111 29 16.     (W)     SCALED    
 CZ0327* NAVD 88     -       511.70   (+/-2cm)    1678.8    (feet)  VERTCON   
 CZ0327  ___________________________________________________________________
 CZ0327  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0327  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0327
 CZ0327.The horizontal coordinates were scaled from a topographic map and have
 CZ0327.an estimated accuracy of +/- 6 seconds.
 CZ0327
 CZ0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0327.The vertical order pertains to the NGVD 29 superseded value.
 CZ0327
 CZ0327.The geoid height was determined by GEOID03.
 CZ0327
 CZ0327;                    North         East    Units  Estimated Accuracy
 CZ0327;SPC AZ C     -   183,760.      253,590.      MT  (+/- 180 meters Scaled)
 CZ0327
 CZ0327                          SUPERSEDED SURVEY CONTROL
 CZ0327
 CZ0327  NGVD 29 (??/??/92)  511.134  (m)         1676.95   (f) ADJ UNCH    1 2
 CZ0327
 CZ0327.Superseded values are not recommended for survey control.
 CZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0327.See file dsdata.txt to determine how the superseded data were derived.
 CZ0327
 CZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB542133(NAD 83)
 CZ0327_MARKER: DB = BENCH MARK DISK
 CZ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0327_STAMPING: E 284 1949
 CZ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0327+STABILITY: SURFACE MOTION
 CZ0327
 CZ0327  HISTORY     - Date     Condition        Report By
 CZ0327  HISTORY     - 1949     MONUMENTED       CGS
 CZ0327  HISTORY     - 1952     GOOD             NGS
 CZ0327  HISTORY     - 1978     GOOD             USGS
 CZ0327
 CZ0327                          STATION DESCRIPTION
 CZ0327
 CZ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0327'4.4 MI S FROM PICACHO.
 CZ0327'ABOUT 3.2 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0327'RAILROAD STATION AT PICACHO, THENCE 1.2 MILE SOUTHEAST ALONG THE ROAD
 CZ0327'LEADING TO THE MARANA AIRPORT NO. 1, AT THE MARANA NO. 1 AIRPORT, 0.6
 CZ0327'MILE SOUTHEAST OF THE MAIN ENTRANCE TO THE FIELD AT THE SOUTH CORNER
 CZ0327'OF THE FIELD, AND ABOUT 80 YARDS SOUTH OF THE SOUTH CORNER OF THE
 CZ0327'ASPHALT LANDING AREA, 30 FEET NORTHWEST OF THE SOUTH CORNER POST OF
 CZ0327'THE BOUNDARY FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST, 2 FEET
 CZ0327'NORTHEAST OF THE BOUNDARY FENCE, AND SET IN A CONCRETE POST PROJECTING
 CZ0327'0.5 FOOT ABOVE THE GROUND.
 CZ0327
 CZ0327                          STATION RECOVERY (1978)
 CZ0327
 CZ0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CZ0327'PICACHO P.O. 3.1 MI. S OF ALONG PICACHO BLVD, THENCE 1.2 MI. SE ALONG
 CZ0327'DIRT ROAD TO THE OLD MARINA AUXILIARY AIRPORT, AT THE S END OF THE
 CZ0327'AIRPORT. 0.6 MI SE OF THE MAIN ENTRANCE. ABOUT 80 YD. S OF THE SW
 CZ0327'CORNER OF THE ASPHALT LANDING AREA, 160 FT. SE OF THE CORNER OF THE
 CZ0327'BOUNDARY FENCE SET IN A CONCRETE POST PROJECTING 0.5 FT. ABOVE
 CZ0327'GROUND, STANDARD DISK STAMPED - E-284-1949.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0625 ***********************************************************************
 DA0625  DESIGNATION -  E 285
 DA0625  PID         -  DA0625
 DA0625  STATE/COUNTY-  AZ/MARICOPA
 DA0625  USGS QUAD   -  BOSQUE (1973)
 DA0625
 DA0625                         *CURRENT SURVEY CONTROL
 DA0625  ___________________________________________________________________
 DA0625* NAD 83(1986)-  32 59 48.     (N)    112 30 58.     (W)     SCALED    
 DA0625* NAVD 88     -       380.322  (meters)    1247.77   (feet)  ADJUSTED  
 DA0625  ___________________________________________________________________
 DA0625  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DA0625  DYNAMIC HT  -         379.866 (meters)    1246.28  (feet)  COMP
 DA0625  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 DA0625
 DA0625  VERT ORDER  -  FIRST     CLASS II
 DA0625
 DA0625.The horizontal coordinates were scaled from a topographic map and have
 DA0625.an estimated accuracy of +/- 6 seconds.
 DA0625
 DA0625.The orthometric height was determined by differential leveling
 DA0625.and adjusted in June 1991.
 DA0625
 DA0625.The geoid height was determined by GEOID03.
 DA0625
 DA0625.The dynamic height is computed by dividing the NAVD 88
 DA0625.geopotential number by the normal gravity value computed on the
 DA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0625.degrees latitude (g = 980.6199 gals.).
 DA0625
 DA0625.The modeled gravity was interpolated from observed gravity values.
 DA0625
 DA0625;                    North         East    Units  Estimated Accuracy
 DA0625;SPC AZ C     -   221,540.      157,340.      MT  (+/- 180 meters Scaled)
 DA0625
 DA0625                          SUPERSEDED SURVEY CONTROL
 DA0625
 DA0625  NGVD 29 (??/??/92)  379.684  (m)         1245.68   (f) ADJ UNCH    1 2
 DA0625
 DA0625.Superseded values are not recommended for survey control.
 DA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0625.See file dsdata.txt to determine how the superseded data were derived.
 DA0625
 DA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB583519(NAD 83)
 DA0625_MARKER: DB = BENCH MARK DISK
 DA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0625_STAMPING: E 285 1949
 DA0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0625+STABILITY: SURFACE MOTION
 DA0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0625+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0625
 DA0625  HISTORY     - Date     Condition        Report By
 DA0625  HISTORY     - 1949     MONUMENTED       CGS
 DA0625  HISTORY     - 1967     GOOD             NGS
 DA0625  HISTORY     - 1980     GOOD             NGS
 DA0625  HISTORY     - 1980     GOOD             NGS
 DA0625  HISTORY     - 19941202 GOOD             USPSQD
 DA0625  HISTORY     - 20070603 GOOD             GEOCAC
 DA0625
 DA0625                          STATION DESCRIPTION
 DA0625
 DA0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0625'12.6 MI E FROM GILA BEND.
 DA0625'12.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0625'AT GILA BEND, IN S 13, T 5 S, R 3 W, 0.2 MILE WEST OF RAILROAD BRIDGE
 DA0625'NUMBER 868.88, 180 FEET NORTHWEST AND ACROSS AN ABANDONED RAILROAD
 DA0625'GRADE FROM THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, 69 FEET
 DA0625'NORTHWEST OF THE CENTER OF THE ABANDONED RAILROAD GRADE, 39 FEET
 DA0625'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 15 FEET NORTHEAST OF
 DA0625'TELEPHONE POLE NUMBER K, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DA0625'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0625'5 INCHES.
 DA0625
 DA0625                          STATION RECOVERY (1980)
 DA0625
 DA0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0625'RECOVERED IN GOOD CONDITION.
 DA0625
 DA0625                          STATION RECOVERY (1980)
 DA0625
 DA0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0625'RECOVERED IN GOOD CONDITION.
 DA0625
 DA0625                          STATION RECOVERY (1994)
 DA0625
 DA0625'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0625'RECOVERED IN GOOD CONDITION.
 DA0625
 DA0625                          STATION RECOVERY (2007)
 DA0625
 DA0625'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0687 ***********************************************************************
 ET0687  DESIGNATION -  E 286
 ET0687  PID         -  ET0687
 ET0687  STATE/COUNTY-  AZ/MOHAVE
 ET0687  USGS QUAD   -  SIGNAL (1990)
 ET0687
 ET0687                         *CURRENT SURVEY CONTROL
 ET0687  ___________________________________________________________________
 ET0687* NAD 83(1986)-  34 28 05.     (N)    113 39 55.     (W)     SCALED    
 ET0687* NAVD 88     -       535.939  (meters)    1758.33   (feet)  POSTED    
 ET0687  ___________________________________________________________________
 ET0687  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ET0687  DYNAMIC HT  -         535.320 (meters)    1756.30  (feet)  COMP
 ET0687  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 ET0687
 ET0687  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0687
 ET0687.The horizontal coordinates were scaled from a topographic map and have
 ET0687.an estimated accuracy of +/- 6 seconds.
 ET0687
 ET0687.The orthometric height was determined by differential leveling
 ET0687.and adjusted in November 2005.
 ET0687.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0687.rate of 0.0 thru 1.0 mm/km.
 ET0687
 ET0687.The geoid height was determined by GEOID03.
 ET0687
 ET0687.The dynamic height is computed by dividing the NAVD 88
 ET0687.geopotential number by the normal gravity value computed on the
 ET0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0687.degrees latitude (g = 980.6199 gals.).
 ET0687
 ET0687.The modeled gravity was interpolated from observed gravity values.
 ET0687
 ET0687;                    North         East    Units  Estimated Accuracy
 ET0687;SPC AZ W     -   384,590.      221,140.      MT  (+/- 180 meters Scaled)
 ET0687
 ET0687                          SUPERSEDED SURVEY CONTROL
 ET0687
 ET0687  NGVD 29 (??/??/92)  535.234  (m)         1756.01   (f) ADJ UNCH    1 2
 ET0687
 ET0687.Superseded values are not recommended for survey control.
 ET0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0687.See file dsdata.txt to determine how the superseded data were derived.
 ET0687
 ET0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD551172(NAD 83)
 ET0687_MARKER: DB = BENCH MARK DISK
 ET0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0687_STAMPING: E 286 1950
 ET0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0687+STABILITY: SURFACE MOTION
 ET0687
 ET0687  HISTORY     - Date     Condition        Report By
 ET0687  HISTORY     - 1950     MONUMENTED       CGS
 ET0687  HISTORY     - 19870311 MARK NOT FOUND   USGS
 ET0687
 ET0687                          STATION DESCRIPTION
 ET0687
 ET0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0687'2.1 MI SW FROM SIGNAL.
 ET0687'2.1 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0687'FROM THE CROSSROAD INTERSECTION AT SIGNAL, IN RUPLEY WASH, 29 FEET
 ET0687'NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTHWEST OF AN 8-INCH
 ET0687'CATCLAW TREE, 2.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 ET0687'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 ET0687'THE GROUND.
 ET0687
 ET0687                          STATION RECOVERY (1987)
 ET0687
 ET0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0733 ***********************************************************************
 ET0733  DESIGNATION -  E 287
 ET0733  PID         -  ET0733
 ET0733  STATE/COUNTY-  AZ/MOHAVE
 ET0733  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0733
 ET0733                         *CURRENT SURVEY CONTROL
 ET0733  ___________________________________________________________________
 ET0733* NAD 83(1986)-  34 37 08.     (N)    113 30 57.     (W)     SCALED    
 ET0733* NAVD 88     -       700.264  (meters)    2297.45   (feet)  POSTED    
 ET0733  ___________________________________________________________________
 ET0733  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ET0733  DYNAMIC HT  -         699.440 (meters)    2294.75  (feet)  COMP
 ET0733  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 ET0733
 ET0733  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0733
 ET0733.The horizontal coordinates were scaled from a topographic map and have
 ET0733.an estimated accuracy of +/- 6 seconds.
 ET0733
 ET0733.The orthometric height was determined by differential leveling
 ET0733.and adjusted in November 2005.
 ET0733.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0733.rate of 0.0 thru 1.0 mm/km.
 ET0733
 ET0733.The geoid height was determined by GEOID03.
 ET0733
 ET0733.The dynamic height is computed by dividing the NAVD 88
 ET0733.geopotential number by the normal gravity value computed on the
 ET0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0733.degrees latitude (g = 980.6199 gals.).
 ET0733
 ET0733.The modeled gravity was interpolated from observed gravity values.
 ET0733
 ET0733;                    North         East    Units  Estimated Accuracy
 ET0733;SPC AZ W     -   401,340.      234,830.      MT  (+/- 180 meters Scaled)
 ET0733
 ET0733                          SUPERSEDED SURVEY CONTROL
 ET0733
 ET0733  NGVD 29 (??/??/92)  699.547  (m)         2295.10   (f) ADJ UNCH    1 2
 ET0733
 ET0733.Superseded values are not recommended for survey control.
 ET0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0733.See file dsdata.txt to determine how the superseded data were derived.
 ET0733
 ET0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD693336(NAD 83)
 ET0733_MARKER: DB = BENCH MARK DISK
 ET0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0733_SP_SET: CATTLE GUARD
 ET0733_STAMPING: E 287 1950
 ET0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0733
 ET0733  HISTORY     - Date     Condition        Report By
 ET0733  HISTORY     - 1950     MONUMENTED       CGS
 ET0733
 ET0733                          STATION DESCRIPTION
 ET0733
 ET0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0733'9.3 MI S FROM WIKIEUP.
 ET0733'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0733'WIKIEUP, THENCE 1.9 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT A
 ET0733'CATTLE GUARD, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHWEST
 ET0733'CONCRETE HEAD WALL, 7 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 ET0733'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0462 ***********************************************************************
 ET0462  DESIGNATION -  E 288
 ET0462  PID         -  ET0462
 ET0462  STATE/COUNTY-  AZ/YAVAPAI
 ET0462  USGS QUAD   -  IRON SPRINGS (1979)
 ET0462
 ET0462                         *CURRENT SURVEY CONTROL
 ET0462  ___________________________________________________________________
 ET0462* NAD 83(1986)-  34 34 42.     (N)    112 33 53.     (W)     SCALED    
 ET0462* NAVD 88     -      1856.211  (meters)    6089.92   (feet)  POSTED    
 ET0462  ___________________________________________________________________
 ET0462  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 ET0462  DYNAMIC HT  -        1853.650 (meters)    6081.52  (feet)  COMP
 ET0462  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 ET0462
 ET0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0462
 ET0462.The horizontal coordinates were scaled from a topographic map and have
 ET0462.an estimated accuracy of +/- 6 seconds.
 ET0462
 ET0462.The orthometric height was determined by differential leveling
 ET0462.and adjusted in November 2005.
 ET0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0462.rate of 0.0 thru 1.0 mm/km.
 ET0462
 ET0462.The geoid height was determined by GEOID03.
 ET0462
 ET0462.The dynamic height is computed by dividing the NAVD 88
 ET0462.geopotential number by the normal gravity value computed on the
 ET0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0462.degrees latitude (g = 980.6199 gals.).
 ET0462
 ET0462.The modeled gravity was interpolated from observed gravity values.
 ET0462
 ET0462;                    North         East    Units  Estimated Accuracy
 ET0462;SPC AZ C     -   396,990.      153,900.      MT  (+/- 180 meters Scaled)
 ET0462
 ET0462                          SUPERSEDED SURVEY CONTROL
 ET0462
 ET0462  NGVD 29 (??/??/92) 1855.326  (m)         6087.02   (f) ADJ UNCH    1 2
 ET0462
 ET0462.Superseded values are not recommended for survey control.
 ET0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0462.See file dsdata.txt to determine how the superseded data were derived.
 ET0462
 ET0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD564273(NAD 83)
 ET0462_MARKER: DB = BENCH MARK DISK
 ET0462_SETTING: 66 = SET IN ROCK OUTCROP
 ET0462_SP_SET: ROCK CUT LEDGE
 ET0462_STAMPING: E 288 1950
 ET0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0462+STABILITY: POSITION/ELEVATION WELL
 ET0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0462+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 ET0462
 ET0462  HISTORY     - Date     Condition        Report By
 ET0462  HISTORY     - 1950     MONUMENTED       CGS
 ET0462  HISTORY     - 1974     GOOD             USGS
 ET0462  HISTORY     - 19970628 GOOD             USPSQD
 ET0462  HISTORY     - 20031111 GOOD             NGS
 ET0462
 ET0462                          STATION DESCRIPTION
 ET0462
 ET0462'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0462'1.1 MI SE FROM IRON SPRINGS.
 ET0462'1.1 MILES SOUTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0462'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, AT THE SOUTHEAST END
 ET0462'OF A ROCK CUT, IN THE TOP OF A LEDGE, 15 FEET NORTH OF CENTER LINE OF
 ET0462'RR GRADE AND 5 FEET HIGHER.  NOTE-- THERE IS NO PREITA SIDING, SIGNS
 ET0462'OR RAILS ETC. AT LOCATION.
 ET0462
 ET0462                          STATION RECOVERY (1997)
 ET0462
 ET0462'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0462'RECOVERED IN GOOD CONDITION.
 ET0462
 ET0462                          STATION RECOVERY (2003)
 ET0462
 ET0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0462'STATION IS 0.25 MILES WEST ALONG GATED, FOREST SERVICE TRAIL (OLD RR
 ET0462'GRADE) FROM INTERSECTION WITH SKYLINE DRIVE.  STATION IS IN PRESCOTT
 ET0462'NATIONAL FOREST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0592 ***********************************************************************
 ET0592  DESIGNATION -  E 289
 ET0592  PID         -  ET0592
 ET0592  STATE/COUNTY-  AZ/YAVAPAI
 ET0592  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0592
 ET0592                         *CURRENT SURVEY CONTROL
 ET0592  ___________________________________________________________________
 ET0592* NAD 83(1986)-  34 29 46.     (N)    113 17 21.     (W)     SCALED    
 ET0592* NAVD 88     -       973.297  (meters)    3193.23   (feet)  POSTED    
 ET0592  ___________________________________________________________________
 ET0592  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0592  DYNAMIC HT  -         972.110 (meters)    3189.33  (feet)  COMP
 ET0592  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 ET0592
 ET0592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0592
 ET0592.The horizontal coordinates were scaled from a topographic map and have
 ET0592.an estimated accuracy of +/- 6 seconds.
 ET0592
 ET0592.The orthometric height was determined by differential leveling
 ET0592.and adjusted in November 2005.
 ET0592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0592.rate of 0.0 thru 1.0 mm/km.
 ET0592
 ET0592.The geoid height was determined by GEOID03.
 ET0592
 ET0592.The dynamic height is computed by dividing the NAVD 88
 ET0592.geopotential number by the normal gravity value computed on the
 ET0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0592.degrees latitude (g = 980.6199 gals.).
 ET0592
 ET0592.The modeled gravity was interpolated from observed gravity values.
 ET0592
 ET0592;                    North         East    Units  Estimated Accuracy
 ET0592;SPC AZ C     -   388,540.       87,310.      MT  (+/- 180 meters Scaled)
 ET0592
 ET0592                          SUPERSEDED SURVEY CONTROL
 ET0592
 ET0592  NGVD 29 (??/??/92)  972.569  (m)         3190.84   (f) ADJ UNCH    1 2
 ET0592
 ET0592.Superseded values are not recommended for survey control.
 ET0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0592.See file dsdata.txt to determine how the superseded data were derived.
 ET0592
 ET0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD898195(NAD 83)
 ET0592_MARKER: DB = BENCH MARK DISK
 ET0592_SETTING: 80 = SET IN A BOULDER
 ET0592_SP_SET: BOULDER
 ET0592_STAMPING: E 289 1950
 ET0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0592+STABILITY: SURFACE MOTION
 ET0592
 ET0592  HISTORY     - Date     Condition        Report By
 ET0592  HISTORY     - 1950     MONUMENTED       CGS
 ET0592  HISTORY     - 20081130 GOOD             GEOCAC
 ET0592
 ET0592                          STATION DESCRIPTION
 ET0592
 ET0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0592'20.6 MI SW FROM BAGDAD.
 ET0592'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0592'AT BAGDAD, THENCE 13.8 MILES WEST ALONG A COUNTY DIRT ROAD, 0.45 MILE
 ET0592'NORTHWEST OF THE OLD OLEA RANCHHOUSE (NOW KNOWN AS THE LINES
 ET0592'RANCHHOUSE), IN THE TOP OF A PROMINENT BOULDER, 31 1/2 FEET SOUTHWEST
 ET0592'OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET SOUTH OF AN 18-INCH
 ET0592'MESQUITE TREE, 7.0 FEET NORTHEAST OF A FENCE, ABOUT 3 1/2 FEET HIGHER
 ET0592'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0592
 ET0592                          STATION RECOVERY (2008)
 ET0592
 ET0592'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0592'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0592'THE DESCRIPTION - THE PAINTED BM WAS NOT FOUND. HANDHELD COORDINATES
 ET0592'34 29 46.0 (N)   113 17 21.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0291 ***********************************************************************
 ES0291  DESIGNATION -  E 29
 ES0291  PID         -  ES0291
 ES0291  STATE/COUNTY-  AZ/GILA
 ES0291  USGS QUAD   -  PAYSON NORTH (1973)
 ES0291
 ES0291                         *CURRENT SURVEY CONTROL
 ES0291  ___________________________________________________________________
 ES0291* NAD 83(1986)-  34 18 20.     (N)    111 21 36.     (W)     SCALED    
 ES0291* NAVD 88     -      1392.567  (meters)    4568.78   (feet)  ADJUSTED  
 ES0291  ___________________________________________________________________
 ES0291  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 ES0291  DYNAMIC HT  -        1390.676 (meters)    4562.58  (feet)  COMP
 ES0291  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 ES0291
 ES0291  VERT ORDER  -  FIRST     CLASS II
 ES0291
 ES0291.The horizontal coordinates were scaled from a topographic map and have
 ES0291.an estimated accuracy of +/- 6 seconds.
 ES0291
 ES0291.The orthometric height was determined by differential leveling
 ES0291.and adjusted in June 1991.
 ES0291
 ES0291.The geoid height was determined by GEOID03.
 ES0291
 ES0291.The dynamic height is computed by dividing the NAVD 88
 ES0291.geopotential number by the normal gravity value computed on the
 ES0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0291.degrees latitude (g = 980.6199 gals.).
 ES0291
 ES0291.The modeled gravity was interpolated from observed gravity values.
 ES0291
 ES0291;                    North         East    Units  Estimated Accuracy
 ES0291;SPC AZ E     -   367,190.      103,520.      MT  (+/- 180 meters Scaled)
 ES0291
 ES0291                          SUPERSEDED SURVEY CONTROL
 ES0291
 ES0291  NGVD 29 (??/??/92) 1391.83   (m)         4566.4    (f) COMPUTED    1 2
 ES0291
 ES0291.Superseded values are not recommended for survey control.
 ES0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0291.See file dsdata.txt to determine how the superseded data were derived.
 ES0291
 ES0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC668960(NAD 83)
 ES0291_MARKER: DB = BENCH MARK DISK
 ES0291_SETTING: 66 = SET IN ROCK OUTCROP
 ES0291_SP_SET: ROCK LEDGE
 ES0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0291+STABILITY: POSITION/ELEVATION WELL
 ES0291
 ES0291  HISTORY     - Date     Condition        Report By
 ES0291  HISTORY     - UNK      MONUMENTED       CGS
 ES0291  HISTORY     - 1933     GOOD             NGS
 ES0291
 ES0291                          STATION DESCRIPTION
 ES0291
 ES0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0291'6.7 MI NW FROM PAYSON.
 ES0291'AT SIDE OF HIGHWAY, 0.4 MILES NORTH OF EAST VERDE RIVER HIGHWAY
 ES0291'BRIDGE, 45 FEET NORTHEAST OF HIGHWAY CENTERLINE, 8 FEET ABOVE GRADE,
 ES0291'ON LEDGE OF ROCK PAINTED WHITE B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0292 ***********************************************************************
 ES0292  DESIGNATION -  E 29 RESET
 ES0292  PID         -  ES0292
 ES0292  STATE/COUNTY-  AZ/GILA
 ES0292  USGS QUAD   -  PAYSON NORTH (1973)
 ES0292
 ES0292                         *CURRENT SURVEY CONTROL
 ES0292  ___________________________________________________________________
 ES0292* NAD 83(1986)-  34 18 20.     (N)    111 21 36.     (W)     SCALED    
 ES0292* NAVD 88     -      1397.845  (meters)    4586.10   (feet)  ADJUSTED  
 ES0292  ___________________________________________________________________
 ES0292  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 ES0292  DYNAMIC HT  -        1395.947 (meters)    4579.87  (feet)  COMP
 ES0292  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 ES0292
 ES0292  VERT ORDER  -  FIRST     CLASS II
 ES0292
 ES0292.The horizontal coordinates were scaled from a topographic map and have
 ES0292.an estimated accuracy of +/- 6 seconds.
 ES0292
 ES0292.The orthometric height was determined by differential leveling
 ES0292.and adjusted in June 1991.
 ES0292
 ES0292.The geoid height was determined by GEOID03.
 ES0292
 ES0292.The dynamic height is computed by dividing the NAVD 88
 ES0292.geopotential number by the normal gravity value computed on the
 ES0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0292.degrees latitude (g = 980.6199 gals.).
 ES0292
 ES0292.The modeled gravity was interpolated from observed gravity values.
 ES0292
 ES0292;                    North         East    Units  Estimated Accuracy
 ES0292;SPC AZ E     -   367,190.      103,520.      MT  (+/- 180 meters Scaled)
 ES0292
 ES0292                          SUPERSEDED SURVEY CONTROL
 ES0292
 ES0292  NGVD 29 (??/??/??) 1397.11   (m)         4583.7    (f) RESET       3  
 ES0292
 ES0292.Superseded values are not recommended for survey control.
 ES0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0292.See file dsdata.txt to determine how the superseded data were derived.
 ES0292
 ES0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC668960(NAD 83)
 ES0292_MARKER: DB = BENCH MARK DISK
 ES0292_SETTING: 66 = SET IN ROCK OUTCROP
 ES0292_SP_SET: ROCK OUTCROP
 ES0292_STAMPING: 4583.690 E 29 RESET 1955
 ES0292_MARK LOGO: CGS   
 ES0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0292+STABILITY: POSITION/ELEVATION WELL
 ES0292
 ES0292  HISTORY     - Date     Condition        Report By
 ES0292  HISTORY     - 1955     MONUMENTED       CGS
 ES0292  HISTORY     - 1973     GOOD             USGS
 ES0292  HISTORY     - 1982     GOOD             NGS
 ES0292  HISTORY     - 19980819 GOOD             USPSQD
 ES0292  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 ES0292
 ES0292                          STATION DESCRIPTION
 ES0292
 ES0292'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0292'6.85 MI NE FROM PAYSON.
 ES0292'FROM THE POST OFFICE IN PAYSON, 0.6 MI. EAST ON MAIN ST.  THENCE NORTH
 ES0292'ON STATE HIGHWAY 87 FOR 5.9 MILES TO THE BRIDGE OVER THE EAST VERDE
 ES0292'RIVER.  THENCE 0.35 MI. TO A CULVERT.  38 FT. NORTHEAST OF THE
 ES0292'CENTERLINE OF THE HIGHWAY IN A ROCK OUTCROP 10 FT. NORTHWEST OF THE
 ES0292'CULVERT AND ABOUT THREE FEET LOWER THAN THE HIGHWAY, STD, DISK STAMPED
 ES0292'4583.690 E 29 RESET 1955.
 ES0292
 ES0292                          STATION RECOVERY (1982)
 ES0292
 ES0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0292'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0292'14.3 KM (8.9 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0292'IN PINE, IN TOP OF A LIMESTONE OUTCROP, 11.5 METERS (38 FT) NORTHEAST
 ES0292'OF THE HIGHWAY CENTERLINE, 45.7 METERS (150 FT) SOUTHEAST OF A TURN
 ES0292'OUT, 6.7 METERS (22 FT) NORTHWEST OF THE NORTHEAST END OF A 18-INCH
 ES0292'CORRUGATED METAL PIPE CULVERT.
 ES0292'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 ES0292
 ES0292                          STATION RECOVERY (1998)
 ES0292
 ES0292'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0292'RECOVERED IN GOOD CONDITION.
 ES0292
 ES0292                          STATION RECOVERY (2008)
 ES0292
 ES0292'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0292'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A CORRUGATED
 ES0292'METAL PIPE, A LIMESTONE OUTCROP, AND A WITNESS POST, BUT DID NOT FIND
 ES0292'ANY EVIDENCE OF THE MARK IN THE LIMESTONE OUTCROP. THERE IS HEAVY
 ES0292'VEGETATION IN THE AREA AND THE MARK MAY BE OBSCURED BY THE VEGETATION.
 ES0292' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0368 ***********************************************************************
 ET0368  DESIGNATION -  E 290
 ET0368  PID         -  ET0368
 ET0368  STATE/COUNTY-  AZ/YAVAPAI
 ET0368  USGS QUAD   -  HILLSIDE (1969)
 ET0368
 ET0368                         *CURRENT SURVEY CONTROL
 ET0368  ___________________________________________________________________
 ET0368* NAD 83(1986)-  34 26 47.     (N)    112 57 58.     (W)     SCALED    
 ET0368* NAVD 88     -      1108.510  (meters)    3636.84   (feet)  POSTED    
 ET0368  ___________________________________________________________________
 ET0368  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 ET0368  DYNAMIC HT  -        1107.120 (meters)    3632.28  (feet)  COMP
 ET0368  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 ET0368
 ET0368  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0368
 ET0368.The horizontal coordinates were scaled from a topographic map and have
 ET0368.an estimated accuracy of +/- 6 seconds.
 ET0368
 ET0368.The orthometric height was determined by differential leveling
 ET0368.and adjusted in November 2005.
 ET0368
 ET0368.The geoid height was determined by GEOID03.
 ET0368
 ET0368.The dynamic height is computed by dividing the NAVD 88
 ET0368.geopotential number by the normal gravity value computed on the
 ET0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0368.degrees latitude (g = 980.6199 gals.).
 ET0368
 ET0368.The modeled gravity was interpolated from observed gravity values.
 ET0368
 ET0368;                    North         East    Units  Estimated Accuracy
 ET0368;SPC AZ C     -   382,670.      116,930.      MT  (+/- 180 meters Scaled)
 ET0368
 ET0368                          SUPERSEDED SURVEY CONTROL
 ET0368
 ET0368  NGVD 29 (??/??/92) 1107.767  (m)         3634.40   (f) ADJ UNCH    1 2
 ET0368
 ET0368.Superseded values are not recommended for survey control.
 ET0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0368.See file dsdata.txt to determine how the superseded data were derived.
 ET0368
 ET0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD193134(NAD 83)
 ET0368_MARKER: DB = BENCH MARK DISK
 ET0368_SETTING: 66 = SET IN ROCK OUTCROP
 ET0368_SP_SET: GRANITE OUTCROP
 ET0368_STAMPING: E 290 1950
 ET0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0368+STABILITY: POSITION/ELEVATION WELL
 ET0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0368+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0368
 ET0368  HISTORY     - Date     Condition        Report By
 ET0368  HISTORY     - 1950     MONUMENTED       CGS
 ET0368  HISTORY     - 20080803 GOOD             GEOCAC
 ET0368
 ET0368                          STATION DESCRIPTION
 ET0368
 ET0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0368'4.2 MI NW FROM HILLSIDE.
 ET0368'4.2 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0368'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE SOUTHWEST EDGE
 ET0368'OF A DEEP DRY WASH, IN THE TOP OF A BENCH ON THE SOUTHWEST SIDE OF A
 ET0368'DECOMPOSED GRANITE OUTCROP, 216 FEET NORTH OF THE CENTER OF THE
 ET0368'JUNCTION OF AN OLD ABANDONED DIRT ROAD, 167.5 FEET SOUTH OF THE SOUTH
 ET0368'END OF AN 18-INCH CONCRETE PIPE CULVERT, 137 FEET NORTHEAST OF THE
 ET0368'CENTER LINE OF THE ABANDONED ROAD, ABOUT 10 FEET LOWER THAN THE
 ET0368'HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0368
 ET0368                          STATION RECOVERY (2008)
 ET0368
 ET0368'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0368'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0368'26.801' W112 57.964'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0896 ***********************************************************************
 CZ0896  DESIGNATION -  E 292
 CZ0896  PID         -  CZ0896
 CZ0896  STATE/COUNTY-  AZ/PIMA
 CZ0896  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0896
 CZ0896                         *CURRENT SURVEY CONTROL
 CZ0896  ___________________________________________________________________
 CZ0896* NAD 83(1986)-  32 28 33.     (N)    111 31 58.     (W)     SCALED    
 CZ0896* NAVD 88     -       641.96   (+/-2cm)    2106.2    (feet)  VERTCON   
 CZ0896  ___________________________________________________________________
 CZ0896  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0896
 CZ0896.The horizontal coordinates were scaled from a topographic map and have
 CZ0896.an estimated accuracy of +/- 6 seconds.
 CZ0896
 CZ0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0896.The vertical order pertains to the NGVD 29 superseded value.
 CZ0896
 CZ0896.The geoid height was determined by GEOID03.
 CZ0896
 CZ0896;                    North         East    Units  Estimated Accuracy
 CZ0896;SPC AZ C     -   163,690.      249,440.      MT  (+/- 180 meters Scaled)
 CZ0896
 CZ0896                          SUPERSEDED SURVEY CONTROL
 CZ0896
 CZ0896  NGVD 29 (??/??/92)  641.405  (m)         2104.34   (f) ADJ UNCH    2 0
 CZ0896
 CZ0896.Superseded values are not recommended for survey control.
 CZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0896.See file dsdata.txt to determine how the superseded data were derived.
 CZ0896
 CZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA499933(NAD 83)
 CZ0896_MARKER: DB = BENCH MARK DISK
 CZ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0896_STAMPING: E 292 1951
 CZ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0896+STABILITY: SURFACE MOTION
 CZ0896
 CZ0896  HISTORY     - Date     Condition        Report By
 CZ0896  HISTORY     - 1951     MONUMENTED       CGS
 CZ0896
 CZ0896                          STATION DESCRIPTION
 CZ0896
 CZ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0896'5.4 MI NE FROM SILVER BELL CEMETERY.
 CZ0896'5.4 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0896'CEMETERY, 1.4 MILE EAST OF A GRAVEL ROAD INTERSECTION, 0.4 MILE
 CZ0896'NORTHEAST OF AN ABANDONED MINE AND WATER TANKS, AND ABOUT 50 YARDS
 CZ0896'NORTHEAST OF A SHALLOW SANDY WASH CROSSING THE ROAD, 38 FEET SOUTHEAST
 CZ0896'OF THE CENTER LINE OF THE ROAD, 2.1 FEET WEST OF THE WITNESS POST, AND
 CZ0896'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0896'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0585 ***********************************************************************
 CZ0585  DESIGNATION -  E 294
 CZ0585  PID         -  CZ0585
 CZ0585  STATE/COUNTY-  AZ/PIMA
 CZ0585  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0585
 CZ0585                         *CURRENT SURVEY CONTROL
 CZ0585  ___________________________________________________________________
 CZ0585* NAD 83(1986)-  32 28 49.     (N)    111 20 19.     (W)     SCALED    
 CZ0585* NAVD 88     -       575.00   (+/-2cm)    1886.5    (feet)  VERTCON   
 CZ0585  ___________________________________________________________________
 CZ0585  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0585
 CZ0585.The horizontal coordinates were scaled from a topographic map and have
 CZ0585.an estimated accuracy of +/- 6 seconds.
 CZ0585
 CZ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0585.The vertical order pertains to the NGVD 29 superseded value.
 CZ0585
 CZ0585.The geoid height was determined by GEOID03.
 CZ0585
 CZ0585;                    North         East    Units  Estimated Accuracy
 CZ0585;SPC AZ C     -   164,270.      267,690.      MT  (+/- 180 meters Scaled)
 CZ0585
 CZ0585                          SUPERSEDED SURVEY CONTROL
 CZ0585
 CZ0585  NGVD 29 (??/??/92)  574.501  (m)         1884.84   (f) ADJ UNCH    2 0
 CZ0585
 CZ0585.Superseded values are not recommended for survey control.
 CZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0585.See file dsdata.txt to determine how the superseded data were derived.
 CZ0585
 CZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA681937(NAD 83)
 CZ0585_MARKER: DB = BENCH MARK DISK
 CZ0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0585_SP_SET: FOUNDATION
 CZ0585_STAMPING: E 294 1951
 CZ0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0585
 CZ0585  HISTORY     - Date     Condition        Report By
 CZ0585  HISTORY     - 1951     MONUMENTED       CGS
 CZ0585  HISTORY     - 1977     GOOD             USGS
 CZ0585
 CZ0585                          STATION DESCRIPTION
 CZ0585
 CZ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0585'6.0 MI W FROM MARANA AIR BASE.
 CZ0585'0.1 MILE NORTHEAST ALONG THE STREET FROM THE NORTHWEST SIDE OF THE
 CZ0585'CONTROL TOWER AT MARANA AIR PORT TO AN INTERSECTION, THENCE 1.9 MILES
 CZ0585'NORTHWEST AND WEST LEADING TO THE SEWAGE PLANT AND TO A LOCKED GATE ON
 CZ0585'THE SOUTH SIDE OF THE PLANT GO THRU THE GATE AND GO 0.1 MILE TO THE
 CZ0585'ROAD LEADING SOUTH, THENCE 1.45 MILES SOUTH AND WEST TO A T JUNCTION,
 CZ0585'THENCE 1.05 MILES SOUTHEAST TO A WOODEN GATE AND THROUGH THE GATE AND
 CZ0585'1.4 MILES SOUTH TO A T JUNCTION, SET IN THE TOP OF THE SOUTHWEST
 CZ0585'CORNER OF THE CONCRETE FOUNDATION FOR A PUMP, 92 FEET WEST OF THE
 CZ0585'CENTER LINE OF THE ROAD, 71.6 FEET WEST OF A POWER LINE POLE WHERE
 CZ0585'LINE MAKES A CROSSING, 6.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CZ0585'TIN BOX FOR AN ELECTRIC PUMP, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE
 CZ0585'CONCRETE FOUNDATION, 0.6 FOOT EAST OF THE WEST EDGE OF THE CONCRETE
 CZ0585'FOUNDATION, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 CZ0585
 CZ0585                          STATION RECOVERY (1977)
 CZ0585
 CZ0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0585'0.1 MI NE. ALONG THE ST. FROM THE NW SIDE OF THE CONTROL TOWER AT
 CZ0585'MARANA AIR PARK TO AN INTERSECTION, THENCE 1.9 MI NW. AND WEST
 CZ0585'LEADING TO THE SEWAGE PLANT AND TO A LOCKED GATE ON THE SOUTH SIDE OF
 CZ0585'THE PLANT GO THRU THE GATE AND GO 0.1 MI TO THE RD. LEADING SOUTH,
 CZ0585'THENCE 1.45 MI SOUTH AND WEST TO A T JCT., THENCE 1.05 MI SE. TO A
 CZ0585'WOODEN GATE AND THRU THE GATE AND 1.4 MI SOUTH TO A T JCT., SET IN
 CZ0585'THE TOP OF THE SW. CORNER OF THE CONC. FOUNDATION FOR A PUMP, 92 FT
 CZ0585'WEST OF THE CENTERLINE OF THE RD., 71.6 FT WEST OF A POWERLINE POLE
 CZ0585'WHERE LINE MAKES A CROSSING, 6.9 FT NE. OF THE NE. CORNER OF A TIN
 CZ0585'BOX FOR AN ELECTRIC PUMP, 0.6 FT NORTH OF THE SOUTH EDGE OF THE CONC.
 CZ0585'FOUNDATION, 0.6 FT EAST OF THE WEST EDGE OF THE CONC. FOUNDATION, AND
 CZ0585'ABOUT 1 1/2 FT HIGHER THAN THE RD. STD. DISK STAMPED E 294 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0716 ***********************************************************************
 CZ0716  DESIGNATION -  E 295
 CZ0716  PID         -  CZ0716
 CZ0716  STATE/COUNTY-  AZ/PIMA
 CZ0716  USGS QUAD   -  AVRA (1992)
 CZ0716
 CZ0716                         *CURRENT SURVEY CONTROL
 CZ0716  ___________________________________________________________________
 CZ0716* NAD 83(1986)-  32 17 09.     (N)    111 09 58.     (W)     SCALED    
 CZ0716* NAVD 88     -       910.80   (+/-2cm)    2988.2    (feet)  VERTCON   
 CZ0716  ___________________________________________________________________
 CZ0716  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CZ0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0716
 CZ0716.The horizontal coordinates were scaled from a topographic map and have
 CZ0716.an estimated accuracy of +/- 6 seconds.
 CZ0716
 CZ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0716.The vertical order pertains to the NGVD 29 superseded value.
 CZ0716
 CZ0716.The geoid height was determined by GEOID03.
 CZ0716
 CZ0716;                    North         East    Units  Estimated Accuracy
 CZ0716;SPC AZ C     -   142,810.      284,060.      MT  (+/- 180 meters Scaled)
 CZ0716
 CZ0716                          SUPERSEDED SURVEY CONTROL
 CZ0716
 CZ0716  NGVD 29 (??/??/92)  910.117  (m)         2985.94   (f) ADJ UNCH    2 0
 CZ0716
 CZ0716.Superseded values are not recommended for survey control.
 CZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0716.See file dsdata.txt to determine how the superseded data were derived.
 CZ0716
 CZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA843721(NAD 83)
 CZ0716_MARKER: DB = BENCH MARK DISK
 CZ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0716_STAMPING: E 295 1951
 CZ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0716+STABILITY: SURFACE MOTION
 CZ0716
 CZ0716  HISTORY     - Date     Condition        Report By
 CZ0716  HISTORY     - 1951     MONUMENTED       CGS
 CZ0716
 CZ0716                          STATION DESCRIPTION
 CZ0716
 CZ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0716'8.3 MI SW FROM CORTARO.
 CZ0716'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0716'CORTARO, THENCE 6.55 MILES SOUTHWEST ALONG KINNEY ROAD, 0.2 MILE
 CZ0716'NORTHEAST OF A T JUNCTION LEADING NORTH TO THE ES-KIM-IN-ZEN PICNIC
 CZ0716'AREA, 0.1 MILE NORTHEAST OF A T JUNCTION OF A DIRT ROAD LEADING
 CZ0716'SOUTHEAST TO WASSON PARK TRAIL, 0.05 MILE SOUTHWEST OF A SUMMIT, 34
 CZ0716'FEET NORTH OF THE CENTER LINE OF THE NEW KINNEY ROAD, 3.7 FEET
 CZ0716'SOUTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 CZ0716'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0716'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1118 ***********************************************************************
 CZ1118  DESIGNATION -  E 297
 CZ1118  PID         -  CZ1118
 CZ1118  STATE/COUNTY-  AZ/PINAL
 CZ1118  USGS QUAD   -  STANFIELD (1992)
 CZ1118
 CZ1118                         *CURRENT SURVEY CONTROL
 CZ1118  ___________________________________________________________________
 CZ1118* NAD 83(1986)-  32 52 45.     (N)    111 59 50.     (W)     SCALED    
 CZ1118* NAVD 88     -       400.11   (+/-2cm)    1312.7    (feet)  VERTCON   
 CZ1118  ___________________________________________________________________
 CZ1118  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1118
 CZ1118.The horizontal coordinates were scaled from a topographic map and have
 CZ1118.an estimated accuracy of +/- 6 seconds.
 CZ1118
 CZ1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1118.The vertical order pertains to the NGVD 29 superseded value.
 CZ1118
 CZ1118.The geoid height was determined by GEOID03.
 CZ1118
 CZ1118;                    North         East    Units  Estimated Accuracy
 CZ1118;SPC AZ C     -   208,360.      205,820.      MT  (+/- 180 meters Scaled)
 CZ1118
 CZ1118                          SUPERSEDED SURVEY CONTROL
 CZ1118
 CZ1118  NGVD 29 (??/??/92)  399.528  (m)         1310.78   (f) ADJ UNCH    2 0
 CZ1118
 CZ1118.Superseded values are not recommended for survey control.
 CZ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1118.See file dsdata.txt to determine how the superseded data were derived.
 CZ1118
 CZ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067383(NAD 83)
 CZ1118_MARKER: DB = BENCH MARK DISK
 CZ1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1118_STAMPING: E 297 1951
 CZ1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1118+STABILITY: SURFACE MOTION
 CZ1118
 CZ1118  HISTORY     - Date     Condition        Report By
 CZ1118  HISTORY     - 1951     MONUMENTED       CGS
 CZ1118  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1118  HISTORY     - 1977     GOOD             USGS
 CZ1118
 CZ1118                          STATION DESCRIPTION
 CZ1118
 CZ1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1118'1.4 MI W FROM STANFIELD.
 CZ1118'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1118'STANFIELD, AT HIGHWAY MILEPOST 164, AT THE INTERSECTION OF THE
 CZ1118'WHITE-PARKER ROAD, AT A SOUTHWEST FENCE CORNER, 67 1/2 FEET EAST OF
 CZ1118'THE CENTER LINE OF WHITE-PARKER ROAD, 47 FEET NORTH OF THE CENTER LINE
 CZ1118'OF THE HIGHWAY, 32 1/2 FEET NORTH OF THE EAST END OF THE NORTH
 CZ1118'CONCRETE HEADWALL OF A 6 BY 6 FOOT TWIN BOX TYPE CULVERT UNDER THE
 CZ1118'HIGHWAY, 14.1 FEET EAST OF A FENCE CORNER, 2.6 FEET SOUTH OF A 2.2
 CZ1118'FEET WEST OF A POWER POLE, 1.8 FEET WEST OF A WITNESS POST, AND ABOUT
 CZ1118'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CZ1118'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ1118
 CZ1118                          STATION RECOVERY (1963)
 CZ1118
 CZ1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1118'MARK NOT FOUND.
 CZ1118
 CZ1118                          STATION RECOVERY (1977)
 CZ1118
 CZ1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1118'STANFIELD POST OFFICE 2.1 MI W. OF ALONG HWY. 84. AT THE INTERSECTION
 CZ1118'OF WHITE-PARKER RD., NEAR MILEPOST 164. 47 FT N. OF THE CENTERLINE OF
 CZ1118'HWY., 68 FT E. OF CENTERLINE OF THE RD., 33 FT N. OF THE E. END OF
 CZ1118'THE N. CONCRETE HEADWALL OF A 6 FT X 6 FT BOX CULVERT UNDER THE HWY.,
 CZ1118'AND ABOUT 1 FT LOWER THAN THE HWY. SURFACE. IN CONCRETE POST
 CZ1118'PROJECTING 0.8 FT ABOVE GROUND. NGS DISK STAMPED E 297 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0030 ***********************************************************************
 DA0030  DESIGNATION -  E 298
 DA0030  PID         -  DA0030
 DA0030  STATE/COUNTY-  AZ/PINAL
 DA0030  USGS QUAD   -  KOHATK (1981)
 DA0030
 DA0030                         *CURRENT SURVEY CONTROL
 DA0030  ___________________________________________________________________
 DA0030* NAD 83(1986)-  32 37 05.     (N)    112 05 49.     (W)     SCALED    
 DA0030* NAVD 88     -       592.27   (+/-2cm)    1943.1    (feet)  VERTCON   
 DA0030  ___________________________________________________________________
 DA0030  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0030
 DA0030.The horizontal coordinates were scaled from a topographic map and have
 DA0030.an estimated accuracy of +/- 6 seconds.
 DA0030
 DA0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0030.The vertical order pertains to the NGVD 29 superseded value.
 DA0030
 DA0030.The geoid height was determined by GEOID03.
 DA0030
 DA0030;                    North         East    Units  Estimated Accuracy
 DA0030;SPC AZ C     -   179,410.      196,440.      MT  (+/- 180 meters Scaled)
 DA0030
 DA0030                          SUPERSEDED SURVEY CONTROL
 DA0030
 DA0030  NGVD 29 (??/??/92)  591.610  (m)         1940.97   (f) ADJ UNCH    2 0
 DA0030
 DA0030.Superseded values are not recommended for survey control.
 DA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0030.See file dsdata.txt to determine how the superseded data were derived.
 DA0030
 DA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB970094(NAD 83)
 DA0030_MARKER: DB = BENCH MARK DISK
 DA0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0030_STAMPING: E 298 1951
 DA0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0030+STABILITY: SURFACE MOTION
 DA0030
 DA0030  HISTORY     - Date     Condition        Report By
 DA0030  HISTORY     - 1951     MONUMENTED       CGS
 DA0030
 DA0030                          STATION DESCRIPTION
 DA0030
 DA0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0030'1.3 MI E FROM BITTER WELL.
 DA0030'1.3 MILES EAST ALONG A TRACK ROAD FROM THE WELL AT THE INDIAN VILLAGE
 DA0030'OF BITTER WELL, AT A BARREN PATCH OF GROUND, ON A SLIGHT DOWNGRADE
 DA0030'GOING SOUTHEAST, 23 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0030'1.7 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0030'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0030'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0230 ***********************************************************************
 FQ0230  DESIGNATION -  E 3
 FQ0230  PID         -  FQ0230
 FQ0230  STATE/COUNTY-  AZ/COCONINO
 FQ0230  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0230
 FQ0230                         *CURRENT SURVEY CONTROL
 FQ0230  ___________________________________________________________________
 FQ0230* NAD 83(1986)-  35 11 48.6    (N)    111 38 52.4    (W)     HD_HELD2  
 FQ0230* NAVD 88     -      2103.948  (meters)    6902.70   (feet)  ADJUSTED  
 FQ0230  ___________________________________________________________________
 FQ0230  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FQ0230  DYNAMIC HT  -        2100.954 (meters)    6892.88  (feet)  COMP
 FQ0230  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 FQ0230
 FQ0230  VERT ORDER  -  FIRST     CLASS II
 FQ0230
 FQ0230.The horizontal coordinates were established by autonomous hand held GPS
 FQ0230.observations and have an estimated accuracy of +/- 10 meters.
 FQ0230
 FQ0230.The orthometric height was determined by differential leveling
 FQ0230.and adjusted in June 1991.
 FQ0230.WARNING-Repeat measurements at this control monument indicate possible
 FQ0230.vertical movement.
 FQ0230
 FQ0230.The geoid height was determined by GEOID03.
 FQ0230
 FQ0230.The dynamic height is computed by dividing the NAVD 88
 FQ0230.geopotential number by the normal gravity value computed on the
 FQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0230.degrees latitude (g = 980.6199 gals.).
 FQ0230
 FQ0230.The modeled gravity was interpolated from observed gravity values.
 FQ0230
 FQ0230;                    North         East    Units  Estimated Accuracy
 FQ0230;SPC AZ C     -   465,442.      237,835.      MT  (+/- 10 meters HH2 GPS)
 FQ0230
 FQ0230                          SUPERSEDED SURVEY CONTROL
 FQ0230
 FQ0230  NGVD 29 (??/??/92) 2102.910  (m)         6899.30   (f) ADJ UNCH    1 2
 FQ0230
 FQ0230.Superseded values are not recommended for survey control.
 FQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0230.See file dsdata.txt to determine how the superseded data were derived.
 FQ0230
 FQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4102195064(NAD 83)
 FQ0230_MARKER: DB = BENCH MARK DISK
 FQ0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0230_SP_SET: WALL
 FQ0230_STAMPING: 6899.330
 FQ0230_MARK LOGO: CGS   
 FQ0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0230+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0230
 FQ0230  HISTORY     - Date     Condition        Report By
 FQ0230  HISTORY     - UNK      MONUMENTED       CGS
 FQ0230  HISTORY     - 1934     GOOD             NGS
 FQ0230  HISTORY     - 1958     GOOD             NGS
 FQ0230  HISTORY     - 1982     GOOD             NGS
 FQ0230  HISTORY     - 1983     GOOD             NGS
 FQ0230  HISTORY     - 20030507 GOOD             NGS
 FQ0230  HISTORY     - 20050929 GOOD             USPSQD
 FQ0230  HISTORY     - 20061119 GOOD             GEOCAC
 FQ0230
 FQ0230                          STATION DESCRIPTION
 FQ0230
 FQ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0230'IN FLAGSTAFF.
 FQ0230'AT FLAGSTAFF, COCONINO COUNTY, 400 FEET EAST OF THE ATCHISON, TOPEKA
 FQ0230'AND SANTA FE RAILWAY PASSENGER STATION, IN THE SOUTH STONE WALL OF THE
 FQ0230'FREIGHT OFFICE, 15 FEET EAST OF THE SOUTHWEST CORNER, 1 FOOT EAST OF
 FQ0230'THE EAST EDGE OF THE WEST DOOR, AND 4 FEET ABOVE GROUND. A STANDARD
 FQ0230'DISK, STAMPED 6899.330 AND SET VERTICALLY.
 FQ0230
 FQ0230                          STATION RECOVERY (1958)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0230'RECOVERED IN GOOD CONDITION.
 FQ0230
 FQ0230                          STATION RECOVERY (1982)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0230'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0230'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0230'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, VERTICALY IN THE SOUTH
 FQ0230'STONE WALL OF A FREIGHT BUILDING, 5.4 METERS (18 FT) NORTH OF THE
 FQ0230'NORTH RAIL OF THE MAIN TRACK, 4.5 METERS (15 FT) EAST OF THE SOUTHWEST
 FQ0230'CORNER OF THE BUILDING, 0.3 METER (1 FT) EAST OF THE DOOR.
 FQ0230
 FQ0230                          STATION RECOVERY (1983)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0230'RECOVERED IN GOOD CONDITION.
 FQ0230
 FQ0230                          STATION RECOVERY (2003)
 FQ0230
 FQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FQ0230'BLDG. WAS RESTORED IN 1990'S AND IS NOW OFFICES FOR BNSF RR.
 FQ0230
 FQ0230                          STATION RECOVERY (2005)
 FQ0230
 FQ0230'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0230'RECOVERED AS DESCRIBED.
 FQ0230
 FQ0230                          STATION RECOVERY (2006)
 FQ0230
 FQ0230'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 FQ0230'HANDHELD COORDINATES N 35 11 48.6  W 111 38 52.4.  HOWEVER, SATELLITE
 FQ0230'RECEPTION IS MARGINAL
 FQ0230'SINCE THE MARK IS IN THE SIDE OF A BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0668 ***********************************************************************
 DW0668  DESIGNATION -  E 30
 DW0668  PID         -  DW0668
 DW0668  STATE/COUNTY-  AZ/LA PAZ
 DW0668  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0668
 DW0668                         *CURRENT SURVEY CONTROL
 DW0668  ___________________________________________________________________
 DW0668* NAD 83(1986)-  33 40 04.     (N)    114 02 19.     (W)     SCALED    
 DW0668* NAVD 88     -       528.86   (+/-2cm)    1735.1    (feet)  VERTCON   
 DW0668  ___________________________________________________________________
 DW0668  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DW0668  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0668
 DW0668.The horizontal coordinates were scaled from a topographic map and have
 DW0668.an estimated accuracy of +/- 6 seconds.
 DW0668
 DW0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0668.The vertical order pertains to the NGVD 29 superseded value.
 DW0668
 DW0668.The geoid height was determined by GEOID03.
 DW0668
 DW0668;                    North         East    Units  Estimated Accuracy
 DW0668;SPC AZ W     -   295,860.      186,600.      MT  (+/- 180 meters Scaled)
 DW0668
 DW0668                          SUPERSEDED SURVEY CONTROL
 DW0668
 DW0668  NGVD 29 (??/??/??)  528.148  (m)         1732.77   (f) ADJUSTED    1 2
 DW0668
 DW0668.Superseded values are not recommended for survey control.
 DW0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0668.See file dsdata.txt to determine how the superseded data were derived.
 DW0668
 DW0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT745292(NAD 83)
 DW0668_MARKER: DB = BENCH MARK DISK
 DW0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0668_STAMPING: 1732.766 E 30 1933
 DW0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0668+STABILITY: SURFACE MOTION
 DW0668
 DW0668  HISTORY     - Date     Condition        Report By
 DW0668  HISTORY     - 1933     MONUMENTED       CGS
 DW0668  HISTORY     - 1965     MARK NOT FOUND   NGS
 DW0668
 DW0668                          STATION DESCRIPTION
 DW0668
 DW0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DW0668'11.7 MI E FROM QUARTZSITE.
 DW0668'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM QUARTZSITE,
 DW0668'YUMA COUNTY, NEAR THE TOP OF A SUMMIT ON THE WEST SIDE, 62 FEET
 DW0668'SOUTHWEST OF A CONCRETE CULVERT, AND 59 FEET SOUTH OF THE
 DW0668'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1732.766
 DW0668'E 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 DW0668'3 INCHES ABOVE GROUND.  NOTE-- RELOCATED HIGHWAY 60 PASSES OVER
 DW0668'OLD LOCATION OF BENCH MARK.
 DW0668
 DW0668                          STATION RECOVERY (1965)
 DW0668
 DW0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DW0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0168 ***********************************************************************
 DA0168  DESIGNATION -  E 300
 DA0168  PID         -  DA0168
 DA0168  STATE/COUNTY-  AZ/PINAL
 DA0168  USGS QUAD   -  KOHATK (1981)
 DA0168
 DA0168                         *CURRENT SURVEY CONTROL
 DA0168  ___________________________________________________________________
 DA0168* NAD 83(1986)-  32 34 19.     (N)    112 00 34.     (W)     SCALED    
 DA0168* NAVD 88     -       504.07   (+/-2cm)    1653.8    (feet)  VERTCON   
 DA0168  ___________________________________________________________________
 DA0168  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0168
 DA0168.The horizontal coordinates were scaled from a topographic map and have
 DA0168.an estimated accuracy of +/- 6 seconds.
 DA0168
 DA0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0168.The vertical order pertains to the NGVD 29 superseded value.
 DA0168
 DA0168.The geoid height was determined by GEOID03.
 DA0168
 DA0168;                    North         East    Units  Estimated Accuracy
 DA0168;SPC AZ C     -   174,290.      204,650.      MT  (+/- 180 meters Scaled)
 DA0168
 DA0168                          SUPERSEDED SURVEY CONTROL
 DA0168
 DA0168  NGVD 29 (??/??/92)  503.454  (m)         1651.75   (f) ADJ UNCH    2 0
 DA0168
 DA0168.Superseded values are not recommended for survey control.
 DA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0168.See file dsdata.txt to determine how the superseded data were derived.
 DA0168
 DA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB052042(NAD 83)
 DA0168_MARKER: DB = BENCH MARK DISK
 DA0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0168_STAMPING: E 300 1932
 DA0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0168+STABILITY: SURFACE MOTION
 DA0168
 DA0168  HISTORY     - Date     Condition        Report By
 DA0168  HISTORY     - 1952     MONUMENTED       CGS
 DA0168
 DA0168                          STATION DESCRIPTION
 DA0168
 DA0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0168'0.7 MI SW FROM QUAJOTE.
 DA0168'0.7 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM A WATER WELL AT THE INDIAN
 DA0168'VILLAGE OF QUAJOTE, ABOUT 55 YARDS SOUTH OF A POINT WHERE THE ROAD
 DA0168'CROSSES A WASH, 116 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 DA0168'SOUTH OF A TELEPHONE POLE, 2.0 FEET WEST OF A WITNESS POST, AND SET IN
 DA0168'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 DA0168'ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0746 ***********************************************************************
 CZ0746  DESIGNATION -  E 301
 CZ0746  PID         -  CZ0746
 CZ0746  STATE/COUNTY-  AZ/PIMA
 CZ0746  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0746
 CZ0746                         *CURRENT SURVEY CONTROL
 CZ0746  ___________________________________________________________________
 CZ0746* NAD 83(1986)-  32 14 53.     (N)    111 15 42.     (W)     SCALED    
 CZ0746* NAVD 88     -       673.75   (+/-2cm)    2210.5    (feet)  VERTCON   
 CZ0746  ___________________________________________________________________
 CZ0746  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0746
 CZ0746.The horizontal coordinates were scaled from a topographic map and have
 CZ0746.an estimated accuracy of +/- 6 seconds.
 CZ0746
 CZ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0746.The vertical order pertains to the NGVD 29 superseded value.
 CZ0746
 CZ0746.The geoid height was determined by GEOID03.
 CZ0746
 CZ0746;                    North         East    Units  Estimated Accuracy
 CZ0746;SPC AZ C     -   138,560.      275,080.      MT  (+/- 180 meters Scaled)
 CZ0746
 CZ0746                          SUPERSEDED SURVEY CONTROL
 CZ0746
 CZ0746  NGVD 29 (??/??/92)  673.122  (m)         2208.40   (f) ADJ UNCH    2 0
 CZ0746
 CZ0746.Superseded values are not recommended for survey control.
 CZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0746.See file dsdata.txt to determine how the superseded data were derived.
 CZ0746
 CZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA753679(NAD 83)
 CZ0746_MARKER: DB = BENCH MARK DISK
 CZ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0746_STAMPING: E 301 1951
 CZ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0746+STABILITY: SURFACE MOTION
 CZ0746
 CZ0746  HISTORY     - Date     Condition        Report By
 CZ0746  HISTORY     - 1951     MONUMENTED       CGS
 CZ0746  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0746
 CZ0746                          STATION DESCRIPTION
 CZ0746
 CZ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0746'19.0 MI W FROM TUCSON.
 CZ0746'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0746'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0746'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0746'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 3.7 MILES WEST
 CZ0746'ALONG A DIRT ROAD, AT A DUNNS RANCH HOUSE IN LINE WITH THE SOUTH EDGE
 CZ0746'OF THE PORCH, 75 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE
 CZ0746'WAY TO THE HOUSE, 8.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CZ0746'PORCH, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0746'POST FLUSH WITH THE GROUND.
 CZ0746
 CZ0746                          STATION RECOVERY (1975)
 CZ0746
 CZ0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0803 ***********************************************************************
 CG0803  DESIGNATION -  E 302
 CG0803  PID         -  CG0803
 CG0803  STATE/COUNTY-  AZ/PIMA
 CG0803  USGS QUAD   -  MILDRED PEAK (1979)
 CG0803
 CG0803                         *CURRENT SURVEY CONTROL
 CG0803  ___________________________________________________________________
 CG0803* NAD 83(1986)-  31 38 25.     (N)    111 30 08.     (W)     SCALED    
 CG0803* NAVD 88     -      1058.10   (+/-2cm)    3471.4    (feet)  VERTCON   
 CG0803  ___________________________________________________________________
 CG0803  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CG0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0803
 CG0803.The horizontal coordinates were scaled from a topographic map and have
 CG0803.an estimated accuracy of +/- 6 seconds.
 CG0803
 CG0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0803.The vertical order pertains to the NGVD 29 superseded value.
 CG0803
 CG0803.The geoid height was determined by GEOID03.
 CG0803
 CG0803;                    North         East    Units  Estimated Accuracy
 CG0803;SPC AZ C     -    71,060.      252,670.      MT  (+/- 180 meters Scaled)
 CG0803
 CG0803                          SUPERSEDED SURVEY CONTROL
 CG0803
 CG0803  NGVD 29 (??/??/92) 1057.315  (m)         3468.87   (f) ADJ UNCH    2 0
 CG0803
 CG0803.Superseded values are not recommended for survey control.
 CG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0803.See file dsdata.txt to determine how the superseded data were derived.
 CG0803
 CG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA523006(NAD 83)
 CG0803_MARKER: DB = BENCH MARK DISK
 CG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0803_STAMPING: E 302 1951
 CG0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0803+STABILITY: SURFACE MOTION
 CG0803
 CG0803  HISTORY     - Date     Condition        Report By
 CG0803  HISTORY     - 1951     MONUMENTED       CGS
 CG0803  HISTORY     - 1975     GOOD             USGS
 CG0803  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0803
 CG0803                          STATION DESCRIPTION
 CG0803
 CG0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0803'11.2 MI N FROM SASABE.
 CG0803'11.2 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0803'HOUSE AT SASABE, 0.5 MILE SOUTH OF A T JUNCTION OF THE MAIN ROAD AND A
 CG0803'ROAD LEADING EAST TO ARIVACA, 0.1 MILE (1 1/2 POLES) NORTH OF WHERE A
 CG0803'POWER LINE MAKES A T JUNCTION FOR THE POWER LINE LEADING WEST, 188
 CG0803'FEET NORTHEAST OF A POWER LINE POLE, 63 1/2 FEET WEST OF THE CENTER
 CG0803'LINE OF THE ROAD, 2.2 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL
 CG0803'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CG0803'FOOT ABOVE THE GROUND.
 CG0803
 CG0803                          STATION RECOVERY (1975)
 CG0803
 CG0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0803'SASABE, 11.25 MI N. OF ALONG STATE ROUTE 286 FROM POST OFFICE. 152 FT
 CG0803'S. OF T-RD. W., 63 FT W. OF CENTERLINE OF RD. SET IN TOP OF CONCRETE
 CG0803'POST (2 FT HIGHER THAN RD.). STANDARD DISK STAMPED E 302 1951.
 CG0803
 CG0803                          STATION RECOVERY (2001)
 CG0803
 CG0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0803'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0687 ***********************************************************************
 CZ0687  DESIGNATION -  E 303
 CZ0687  PID         -  CZ0687
 CZ0687  STATE/COUNTY-  AZ/PIMA
 CZ0687  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0687
 CZ0687                         *CURRENT SURVEY CONTROL
 CZ0687  ___________________________________________________________________
 CZ0687* NAD 83(1986)-  32 19 56.     (N)    111 30 17.     (W)     SCALED    
 CZ0687* NAVD 88     -       740.07   (+/-2cm)    2428.0    (feet)  VERTCON   
 CZ0687  ___________________________________________________________________
 CZ0687  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0687
 CZ0687.The horizontal coordinates were scaled from a topographic map and have
 CZ0687.an estimated accuracy of +/- 6 seconds.
 CZ0687
 CZ0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0687.The vertical order pertains to the NGVD 29 superseded value.
 CZ0687
 CZ0687.The geoid height was determined by GEOID03.
 CZ0687
 CZ0687;                    North         East    Units  Estimated Accuracy
 CZ0687;SPC AZ C     -   147,780.      252,140.      MT  (+/- 180 meters Scaled)
 CZ0687
 CZ0687                          SUPERSEDED SURVEY CONTROL
 CZ0687
 CZ0687  NGVD 29 (??/??/92)  739.466  (m)         2426.06   (f) ADJ UNCH    2 0
 CZ0687
 CZ0687.Superseded values are not recommended for survey control.
 CZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0687.See file dsdata.txt to determine how the superseded data were derived.
 CZ0687
 CZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA524773(NAD 83)
 CZ0687_MARKER: DB = BENCH MARK DISK
 CZ0687_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0687_SP_SET: OUTCROP
 CZ0687_STAMPING: E 303 1951
 CZ0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0687+STABILITY: POSITION/ELEVATION WELL
 CZ0687
 CZ0687  HISTORY     - Date     Condition        Report By
 CZ0687  HISTORY     - 1951     MONUMENTED       CGS
 CZ0687
 CZ0687                          STATION DESCRIPTION
 CZ0687
 CZ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0687'9.8 MI SE FROM SILVER BELL.
 CZ0687'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0687'THENCE 9.7 MILES SOUTHEAST ALONG A DIM TRACK ROAD, 0.4 MILE NORTHWEST
 CZ0687'OF THE OLD ROMERO RANCH RUINS, AT A SADDLE BETWEEN TWO ROCK COVERED
 CZ0687'HILLS, AT THE SUMMIT OF A GRADE, AT THE NORTHWEST END OF THE NORTHEAST
 CZ0687'HILL, IN THE TOP OF AN OUTCROP, 157 FEET NORTHEAST OF THE CENTER LINE
 CZ0687'OF AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1316 ***********************************************************************
 CZ1316  DESIGNATION -  E 304
 CZ1316  PID         -  CZ1316
 CZ1316  STATE/COUNTY-  AZ/PINAL
 CZ1316  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1316
 CZ1316                         *CURRENT SURVEY CONTROL
 CZ1316  ___________________________________________________________________
 CZ1316* NAD 83(1986)-  32 36 58.     (N)    111 40 17.     (W)     SCALED    
 CZ1316* NAVD 88     -       483.61   (+/-2cm)    1586.6    (feet)  VERTCON   
 CZ1316  ___________________________________________________________________
 CZ1316  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1316
 CZ1316.The horizontal coordinates were scaled from a topographic map and have
 CZ1316.an estimated accuracy of +/- 6 seconds.
 CZ1316
 CZ1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1316.The vertical order pertains to the NGVD 29 superseded value.
 CZ1316
 CZ1316.The geoid height was determined by GEOID03.
 CZ1316
 CZ1316;                    North         East    Units  Estimated Accuracy
 CZ1316;SPC AZ C     -   179,210.      236,380.      MT  (+/- 180 meters Scaled)
 CZ1316
 CZ1316                          SUPERSEDED SURVEY CONTROL
 CZ1316
 CZ1316  NGVD 29 (??/??/92)  483.058  (m)         1584.83   (f) ADJ UNCH    2 0
 CZ1316
 CZ1316.Superseded values are not recommended for survey control.
 CZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1316.See file dsdata.txt to determine how the superseded data were derived.
 CZ1316
 CZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB370089(NAD 83)
 CZ1316_MARKER: DB = BENCH MARK DISK
 CZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1316_STAMPING: E 304 1951
 CZ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1316+STABILITY: SURFACE MOTION
 CZ1316
 CZ1316  HISTORY     - Date     Condition        Report By
 CZ1316  HISTORY     - 1951     MONUMENTED       CGS
 CZ1316  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1316
 CZ1316                          STATION DESCRIPTION
 CZ1316
 CZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1316'15.2 MI S FROM TOLTEC.
 CZ1316'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1316'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG TOLTEC
 CZ1316'HIGHWAY, THENCE 3 MILES WEST ALONG PRETZER ROAD, THENCE 2 MILES SOUTH
 CZ1316'ALONG A GRADED ROAD AT A T JUNCTION WITH A GRADED ROAD LEADING EAST,
 CZ1316'42 FEET SOUTH OF THE CENTER LINE OF A GRADED ROAD LEADING EAST, 30
 CZ1316'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 19.4 FEET NORTHEAST OF
 CZ1316'A 24 INCH CORRUGATED METAL PIPE CULVERT UNDER THE MAIN ROAD, 2.5 FEET
 CZ1316'SOUTH OF A POWER LINE POLE, 2.2 FEET NORTH OF THE WITNESS POST, AND
 CZ1316'ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.4
 CZ1316'FOOT.
 CZ1316
 CZ1316                          STATION RECOVERY (1977)
 CZ1316
 CZ1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0472 ***********************************************************************
 CG0472  DESIGNATION -  E 305
 CG0472  PID         -  CG0472
 CG0472  STATE/COUNTY-  AZ/PIMA
 CG0472  USGS QUAD   -  PENITAS HILLS (1979)
 CG0472
 CG0472                         *CURRENT SURVEY CONTROL
 CG0472  ___________________________________________________________________
 CG0472* NAD 83(1986)-  31 48 37.     (N)    111 18 22.     (W)     SCALED    
 CG0472* NAVD 88     -      1065.57   (+/-2cm)    3496.0    (feet)  VERTCON   
 CG0472  ___________________________________________________________________
 CG0472  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CG0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0472
 CG0472.The horizontal coordinates were scaled from a topographic map and have
 CG0472.an estimated accuracy of +/- 6 seconds.
 CG0472
 CG0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0472.The vertical order pertains to the NGVD 29 superseded value.
 CG0472
 CG0472.The geoid height was determined by GEOID03.
 CG0472
 CG0472;                    North         East    Units  Estimated Accuracy
 CG0472;SPC AZ C     -    89,990.      271,170.      MT  (+/- 180 meters Scaled)
 CG0472
 CG0472                          SUPERSEDED SURVEY CONTROL
 CG0472
 CG0472  NGVD 29 (??/??/92) 1064.796  (m)         3493.42   (f) ADJ UNCH    2 0
 CG0472
 CG0472.Superseded values are not recommended for survey control.
 CG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0472.See file dsdata.txt to determine how the superseded data were derived.
 CG0472
 CG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA710194(NAD 83)
 CG0472_MARKER: DB = BENCH MARK DISK
 CG0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0472_STAMPING: E 305 1951
 CG0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0472+STABILITY: SURFACE MOTION
 CG0472
 CG0472  HISTORY     - Date     Condition        Report By
 CG0472  HISTORY     - 1951     MONUMENTED       CGS
 CG0472  HISTORY     - 1977     GOOD             USGS
 CG0472
 CG0472                          STATION DESCRIPTION
 CG0472
 CG0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0472'23.8 MI SE FROM THREE POINTS.
 CG0472'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0472'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG THE SASABE ROAD, THENCE
 CG0472'6.4 MILES EAST ALONG A TRACK ROAD, 0.1 MILE SOUTHEAST OF AN OLD DIRT
 CG0472'WATER TANK, 166 FEET SOUTHEAST OF THE CENTER OF A ROCKEY WASH CROSSING
 CG0472'THE ROAD, 57 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 CG0472'WEST OF A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CG0472'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0472
 CG0472                          STATION RECOVERY (1977)
 CG0472
 CG0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0472'CHANGE SASABE RD. TO READ STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0662 ***********************************************************************
 CG0662  DESIGNATION -  E 306
 CG0662  PID         -  CG0662
 CG0662  STATE/COUNTY-  AZ/PIMA
 CG0662  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0662
 CG0662                         *CURRENT SURVEY CONTROL
 CG0662  ___________________________________________________________________
 CG0662* NAD 83(1986)-  31 51 16.     (N)    111 39 30.     (W)     SCALED    
 CG0662* NAVD 88     -      1022.80   (+/-2cm)    3355.6    (feet)  VERTCON   
 CG0662  ___________________________________________________________________
 CG0662  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CG0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0662
 CG0662.The horizontal coordinates were scaled from a topographic map and have
 CG0662.an estimated accuracy of +/- 6 seconds.
 CG0662
 CG0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0662.The vertical order pertains to the NGVD 29 superseded value.
 CG0662
 CG0662.The geoid height was determined by GEOID03.
 CG0662
 CG0662;                    North         East    Units  Estimated Accuracy
 CG0662;SPC AZ C     -    94,760.      237,810.      MT  (+/- 180 meters Scaled)
 CG0662
 CG0662                          SUPERSEDED SURVEY CONTROL
 CG0662
 CG0662  NGVD 29 (??/??/92) 1022.032  (m)         3353.12   (f) ADJ UNCH    2 0
 CG0662
 CG0662.Superseded values are not recommended for survey control.
 CG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0662.See file dsdata.txt to determine how the superseded data were derived.
 CG0662
 CG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA377244(NAD 83)
 CG0662_MARKER: DB = BENCH MARK DISK
 CG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0662_STAMPING: E 306 1952
 CG0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0662+STABILITY: SURFACE MOTION
 CG0662
 CG0662  HISTORY     - Date     Condition        Report By
 CG0662  HISTORY     - 1952     MONUMENTED       CGS
 CG0662
 CG0662                          STATION DESCRIPTION
 CG0662
 CG0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0662'13.8 MI NE FROM TOPAWA.
 CG0662'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0662'TOPAWA, THENCE 4.9 MILES NORTH ALONG BABOQUIVARI FOOT HILLS ROAD, 2.
 CG0662'MILES NORTH OF THE Y JUNCTION OF A FRESNAL CANYON ROAD LEADING EAST,
 CG0662'93.8 FEET SOUTHEAST ACROSS THE ROAD FROM A USGS COPPER NAIL AND WASHER
 CG0662'3356.2, 25 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST
 CG0662'OF A FENCE LINE, 2.2 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL
 CG0662'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CG0662'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0790 ***********************************************************************
 CG0790  DESIGNATION -  E 307
 CG0790  PID         -  CG0790
 CG0790  STATE/COUNTY-  AZ/PIMA
 CG0790  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0790
 CG0790                         *CURRENT SURVEY CONTROL
 CG0790  ___________________________________________________________________
 CG0790* NAD 83(1986)-  31 48 58.     (N)    111 33 24.     (W)     SCALED    
 CG0790* NAVD 88     -      1179.46   (+/-2cm)    3869.6    (feet)  VERTCON   
 CG0790  ___________________________________________________________________
 CG0790  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0790
 CG0790.The horizontal coordinates were scaled from a topographic map and have
 CG0790.an estimated accuracy of +/- 6 seconds.
 CG0790
 CG0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0790.The vertical order pertains to the NGVD 29 superseded value.
 CG0790
 CG0790.The geoid height was determined by GEOID03.
 CG0790
 CG0790;                    North         East    Units  Estimated Accuracy
 CG0790;SPC AZ C     -    90,540.      247,440.      MT  (+/- 180 meters Scaled)
 CG0790
 CG0790                          SUPERSEDED SURVEY CONTROL
 CG0790
 CG0790  NGVD 29 (??/??/92) 1178.632  (m)         3866.90   (f) ADJ UNCH    2 0
 CG0790
 CG0790.Superseded values are not recommended for survey control.
 CG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0790.See file dsdata.txt to determine how the superseded data were derived.
 CG0790
 CG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA473201(NAD 83)
 CG0790_MARKER: DB = BENCH MARK DISK
 CG0790_SETTING: 80 = SET IN A BOULDER
 CG0790_SP_SET: BOULDER
 CG0790_STAMPING: E 307 1952
 CG0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0790+STABILITY: SURFACE MOTION
 CG0790
 CG0790  HISTORY     - Date     Condition        Report By
 CG0790  HISTORY     - 1952     MONUMENTED       CGS
 CG0790  HISTORY     - 1977     GOOD             USGS
 CG0790
 CG0790                          STATION DESCRIPTION
 CG0790
 CG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0790'28.95 MI SW FROM THREE POINTS.
 CG0790'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL HOUSE AT THREE
 CG0790'POINTS, THENCE 20.4 MILES SOUTH ALONG SASABE ROAD, THENCE 7.75 MILES
 CG0790'WEST ALONG THE ELKHORN RANCH ROAD, THENCE 0.6 MILE WEST ALONG THE
 CG0790'FRESNAL TRAIL, ABOUT 80 FEET WEST OF THE JUNCTION OF WASHES LEADING
 CG0790'EAST AND WEST AND NORTHWEST, AND SET IN THE TOP OF A LARGE GRANITE
 CG0790'BOULDER, 80 FEET NORTH OF THE CENTER OF THE MAIN WASH, 37 FEET WEST OF
 CG0790'THE CENTER OF THE WASH LEADING NORTHWEST, 36 FEET SOUTH OF THE CENTER
 CG0790'OF THE TRAIL, 11.4 FEET SOUTH EAST OF (USGS) CHISELED SQUARE 3867.4,
 CG0790'AND ABOUT 1 1/2 FEET HIGHER THAN THE TRAIL.
 CG0790
 CG0790                          STATION RECOVERY (1977)
 CG0790
 CG0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0790'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0090 ***********************************************************************
 CH0090  DESIGNATION -  E 308
 CH0090  PID         -  CH0090
 CH0090  STATE/COUNTY-  AZ/PIMA
 CH0090  USGS QUAD   -  LUKEVILLE (1988)
 CH0090
 CH0090                         *CURRENT SURVEY CONTROL
 CH0090  ___________________________________________________________________
 CH0090* NAD 83(1986)-  31 53 24.     (N)    112 50 01.     (W)     SCALED    
 CH0090* NAVD 88     -       437.60   (+/-2cm)    1435.7    (feet)  VERTCON   
 CH0090  ___________________________________________________________________
 CH0090  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 CH0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0090
 CH0090.The horizontal coordinates were scaled from a topographic map and have
 CH0090.an estimated accuracy of +/- 6 seconds.
 CH0090
 CH0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0090.The vertical order pertains to the NGVD 29 superseded value.
 CH0090
 CH0090.The geoid height was determined by GEOID03.
 CH0090
 CH0090;                    North         East    Units  Estimated Accuracy
 CH0090;SPC AZ C     -    99,040.      126,620.      MT  (+/- 180 meters Scaled)
 CH0090
 CH0090                          SUPERSEDED SURVEY CONTROL
 CH0090
 CH0090  NGVD 29 (??/??/92)  436.856  (m)         1433.25   (f) ADJ UNCH    2 0
 CH0090
 CH0090.Superseded values are not recommended for survey control.
 CH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0090.See file dsdata.txt to determine how the superseded data were derived.
 CH0090
 CH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA265297(NAD 83)
 CH0090_MARKER: DB = BENCH MARK DISK
 CH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0090_STAMPING: E 308 1952
 CH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0090+STABILITY: SURFACE MOTION
 CH0090
 CH0090  HISTORY     - Date     Condition        Report By
 CH0090  HISTORY     - 1952     MONUMENTED       CGS
 CH0090
 CH0090                          STATION DESCRIPTION
 CH0090
 CH0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0090'2.35 MI NW FROM LUKEVILLE.
 CH0090'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0090'LUKEVILLE TO JUNCTION, THENCE 1.4 MILES WEST ALONG A GRAVEL ROAD
 CH0090'LEADING TO QUITOVOQUITO, AT A Y JUNCTION OF MAIN ROAD AND A ROAD TO
 CH0090'RANCH TO WEST, 278 1/2 FEET NORTHWEST OF THE CENTER OF Y JUNCTION, 36
 CH0090'FEET SOUTHWEST OF THE MAIN ROAD CENTERLINE, 38 FEET EAST OF THE SOUTH
 CH0090'TRACK ROAD CENTERLINE, 2.3 FEET NORTH OF THE WITNESS POST, IN A
 CH0090'CONCRETE POST PROJECTING 0.2 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0416 ***********************************************************************
 DA0416  DESIGNATION -  E 309
 DA0416  PID         -  DA0416
 DA0416  STATE/COUNTY-  AZ/PIMA
 DA0416  USGS QUAD   -  ARMENTA WELL (1990)
 DA0416
 DA0416                         *CURRENT SURVEY CONTROL
 DA0416  ___________________________________________________________________
 DA0416* NAD 83(1986)-  32 08 41.     (N)    112 46 49.     (W)     SCALED    
 DA0416* NAVD 88     -       539.310  (meters)    1769.39   (feet)  ADJUSTED  
 DA0416  ___________________________________________________________________
 DA0416  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DA0416  DYNAMIC HT  -         538.606 (meters)    1767.08  (feet)  COMP
 DA0416  MODELED GRAV-     979,316.1   (mgal)                       NAVD 88
 DA0416
 DA0416  VERT ORDER  -  FIRST     CLASS II
 DA0416
 DA0416.The horizontal coordinates were scaled from a topographic map and have
 DA0416.an estimated accuracy of +/- 6 seconds.
 DA0416
 DA0416.The orthometric height was determined by differential leveling
 DA0416.and adjusted in June 1991.
 DA0416
 DA0416.The geoid height was determined by GEOID03.
 DA0416
 DA0416.The dynamic height is computed by dividing the NAVD 88
 DA0416.geopotential number by the normal gravity value computed on the
 DA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0416.degrees latitude (g = 980.6199 gals.).
 DA0416
 DA0416.The modeled gravity was interpolated from observed gravity values.
 DA0416
 DA0416;                    North         East    Units  Estimated Accuracy
 DA0416;SPC AZ C     -   127,240.      131,890.      MT  (+/- 180 meters Scaled)
 DA0416
 DA0416                          SUPERSEDED SURVEY CONTROL
 DA0416
 DA0416  NGVD 29 (??/??/92)  538.581  (m)         1766.99   (f) ADJ UNCH    1 2
 DA0416
 DA0416.Superseded values are not recommended for survey control.
 DA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0416.See file dsdata.txt to determine how the superseded data were derived.
 DA0416
 DA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA320578(NAD 83)
 DA0416_MARKER: DB = BENCH MARK DISK
 DA0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0416_STAMPING: E 309 1952
 DA0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0416+STABILITY: SURFACE MOTION
 DA0416
 DA0416  HISTORY     - Date     Condition        Report By
 DA0416  HISTORY     - 1952     MONUMENTED       CGS
 DA0416  HISTORY     - 1981     GOOD             NGS
 DA0416
 DA0416                          STATION DESCRIPTION
 DA0416
 DA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0416'21.0 MI SE FROM AJO.
 DA0416'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0416'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 10.8 MILES SOUTHEAST
 DA0416'ALONG HIGHWAY 86 TO Y JUNCTION, THENCE 9 15 MILES SOUTH ALONG THE
 DA0416'SONOYTA-AJO HIGHWAY TO INTERSECTION, THENCE 0.9 MILE WEST ALONG TRACK
 DA0416'ROAD, 0.9 MILE WEST OF THE INTERSECTION OF SONOYTA-AJO HIGHWAY, 31
 DA0416'FEET SOUTH OF THE CENTERLINE OF TRACK ROAD, 1.9 FEET NORTH OF THE
 DA0416'WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT, AND ABOUT LEVEL
 DA0416'WITH THE ROAD.
 DA0416
 DA0416                          STATION RECOVERY (1981)
 DA0416
 DA0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0094 ***********************************************************************
 ET0094  DESIGNATION -  E 31
 ET0094  PID         -  ET0094
 ET0094  STATE/COUNTY-  AZ/YAVAPAI
 ET0094  USGS QUAD   -  COTTONWOOD (1973)
 ET0094
 ET0094                         *CURRENT SURVEY CONTROL
 ET0094  ___________________________________________________________________
 ET0094* NAD 83(1986)-  34 44 58.     (N)    112 01 38.     (W)     SCALED    
 ET0094* NAVD 88     -      1012.111  (meters)    3320.57   (feet)  ADJUSTED  
 ET0094  ___________________________________________________________________
 ET0094  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 ET0094  DYNAMIC HT  -        1010.839 (meters)    3316.39  (feet)  COMP
 ET0094  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 ET0094
 ET0094  VERT ORDER  -  FIRST     CLASS II
 ET0094
 ET0094.The horizontal coordinates were scaled from a topographic map and have
 ET0094.an estimated accuracy of +/- 6 seconds.
 ET0094
 ET0094.The orthometric height was determined by differential leveling
 ET0094.and adjusted in June 1991.
 ET0094
 ET0094.The geoid height was determined by GEOID03.
 ET0094
 ET0094.The dynamic height is computed by dividing the NAVD 88
 ET0094.geopotential number by the normal gravity value computed on the
 ET0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0094.degrees latitude (g = 980.6199 gals.).
 ET0094
 ET0094.The modeled gravity was interpolated from observed gravity values.
 ET0094
 ET0094;                    North         East    Units  Estimated Accuracy
 ET0094;SPC AZ C     -   415,790.      203,240.      MT  (+/- 180 meters Scaled)
 ET0094
 ET0094                          SUPERSEDED SURVEY CONTROL
 ET0094
 ET0094.No superseded survey control is available for this station.
 ET0094
 ET0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD059457(NAD 83)
 ET0094_MARKER: DB = BENCH MARK DISK
 ET0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0094_STAMPING: 3318.130 E 31 1933
 ET0094_MARK LOGO: CGS   
 ET0094_PROJECTION: FLUSH
 ET0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0094+STABILITY: SURFACE MOTION
 ET0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0094+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ET0094
 ET0094  HISTORY     - Date     Condition        Report By
 ET0094  HISTORY     - 1933     MONUMENTED       CGS
 ET0094  HISTORY     - 1982     GOOD             NGS
 ET0094  HISTORY     - 20010513 GOOD             NGS
 ET0094  HISTORY     - 20031130 GOOD             NGS
 ET0094  HISTORY     - 20050508 GOOD             USPSQD
 ET0094
 ET0094                          STATION DESCRIPTION
 ET0094
 ET0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0094'IN COTTONWOOD.
 ET0094'YAVAPAI COUNTY JAIL, CONCRETE POST, WEST SIDE OF SOUTH ENTRANCE, 40
 ET0094'FEET EAST OF PAVED HIGHWAY, NORTH END OF MAIN STREET.
 ET0094
 ET0094                          STATION RECOVERY (1982)
 ET0094
 ET0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ET0094'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ET0094'4.7 KM (2.9 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 ET0094'OF STATE HIGHWAY 279 IN COTTONWOOD, AT THE WEST SIDE OF THE SOUTH
 ET0094'ENTRANCE OF A SMALL ROCK BUILDING, 16.0 METERS (53 FT) EAST OF THE
 ET0094'HIGHWAY CENTERLINE, 2.1 METERS (7 FT) WEST OF THE CENTER OF THE SOUTH
 ET0094'ENTRANCE, 0.8 METER (2.5 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING,
 ET0094'4.7 METERS (15.5 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 ET0094'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ET0094
 ET0094                          STATION RECOVERY (2001)
 ET0094
 ET0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0094'AZ 279 IS NOW AZ 89A.  US 89A INSIDE COTTONWOOD IS NOW HISTORIC US 89A
 ET0094'= NORTH MAIN STREET.  OLD TOWN JAIL BLDG. IS NOW USED BY OLD TOWN
 ET0094'ASSOCIATION.
 ET0094
 ET0094                          STATION RECOVERY (2003)
 ET0094
 ET0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0094'RECOVERED IN GOOD CONDITION.
 ET0094
 ET0094                          STATION RECOVERY (2005)
 ET0094
 ET0094'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0094'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0019 ***********************************************************************
 GP0019  DESIGNATION -  E 31
 GP0019  PID         -  GP0019
 GP0019  STATE/COUNTY-  AZ/NAVAJO
 GP0019  USGS QUAD   -  KAYENTA WEST (1968)
 GP0019
 GP0019                         *CURRENT SURVEY CONTROL
 GP0019  ___________________________________________________________________
 GP0019* NAD 83(1986)-  36 43 34.     (N)    110 15 17.     (W)     SCALED    
 GP0019* NAVD 88     -      1727.680  (meters)    5668.23   (feet)  ADJUSTED  
 GP0019  ___________________________________________________________________
 GP0019  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0019  DYNAMIC HT  -        1725.600 (meters)    5661.41  (feet)  COMP
 GP0019  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 GP0019
 GP0019  VERT ORDER  -  FIRST     CLASS II
 GP0019
 GP0019.The horizontal coordinates were scaled from a topographic map and have
 GP0019.an estimated accuracy of +/- 6 seconds.
 GP0019
 GP0019.The orthometric height was determined by differential leveling
 GP0019.and adjusted in June 1991.
 GP0019
 GP0019.The geoid height was determined by GEOID03.
 GP0019
 GP0019.The dynamic height is computed by dividing the NAVD 88
 GP0019.geopotential number by the normal gravity value computed on the
 GP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0019.degrees latitude (g = 980.6199 gals.).
 GP0019
 GP0019.The modeled gravity was interpolated from observed gravity values.
 GP0019
 GP0019;                    North         East    Units  Estimated Accuracy
 GP0019;SPC AZ E     -   635,080.      205,500.      MT  (+/- 180 meters Scaled)
 GP0019
 GP0019                          SUPERSEDED SURVEY CONTROL
 GP0019
 GP0019  NGVD 29 (??/??/92) 1726.780  (m)         5665.28   (f) ADJ UNCH    1 2
 GP0019
 GP0019.Superseded values are not recommended for survey control.
 GP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0019.See file dsdata.txt to determine how the superseded data were derived.
 GP0019
 GP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF665647(NAD 83)
 GP0019_MARKER: DB = BENCH MARK DISK
 GP0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0019_SP_SET: FOUNDATION
 GP0019_STAMPING: 5665.277 E 31 1933
 GP0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0019
 GP0019  HISTORY     - Date     Condition        Report By
 GP0019  HISTORY     - 1933     MONUMENTED       CGS
 GP0019  HISTORY     - 1934     GOOD             NGS
 GP0019  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0019
 GP0019                          STATION DESCRIPTION
 GP0019
 GP0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0019'IN KAYENTA.
 GP0019'AT KAYENTA, NAVAJO COUNTY, AT THE POST OFFICE AND TRADING POST, AT A
 GP0019'CONCRETE FOUNDATION FOR A GAS PUMP, AND IN THE TOP OF THE NORTHEAST
 GP0019'CORNER.  A STANDARD DISK, STAMPED 5665.277 E 31 1933.
 GP0019
 GP0019                          STATION RECOVERY (1983)
 GP0019
 GP0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1271 ***********************************************************************
 CZ1271  DESIGNATION -  E 310
 CZ1271  PID         -  CZ1271
 CZ1271  STATE/COUNTY-  AZ/PINAL
 CZ1271  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1271
 CZ1271                         *CURRENT SURVEY CONTROL
 CZ1271  ___________________________________________________________________
 CZ1271* NAD 83(1986)-  32 30 24.     (N)    111 47 31.     (W)     SCALED    
 CZ1271* NAVD 88     -       501.81   (+/-2cm)    1646.4    (feet)  VERTCON   
 CZ1271  ___________________________________________________________________
 CZ1271  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1271
 CZ1271.The horizontal coordinates were scaled from a topographic map and have
 CZ1271.an estimated accuracy of +/- 6 seconds.
 CZ1271
 CZ1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1271.The vertical order pertains to the NGVD 29 superseded value.
 CZ1271
 CZ1271.The geoid height was determined by GEOID03.
 CZ1271
 CZ1271;                    North         East    Units  Estimated Accuracy
 CZ1271;SPC AZ C     -   167,050.      225,080.      MT  (+/- 180 meters Scaled)
 CZ1271
 CZ1271                          SUPERSEDED SURVEY CONTROL
 CZ1271
 CZ1271  NGVD 29 (??/??/92)  501.252  (m)         1644.52   (f) ADJ UNCH    2 0
 CZ1271
 CZ1271.Superseded values are not recommended for survey control.
 CZ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1271.See file dsdata.txt to determine how the superseded data were derived.
 CZ1271
 CZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA256968(NAD 83)
 CZ1271_MARKER: DB = BENCH MARK DISK
 CZ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1271_STAMPING: E 310 1952
 CZ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1271+STABILITY: SURFACE MOTION
 CZ1271
 CZ1271  HISTORY     - Date     Condition        Report By
 CZ1271  HISTORY     - 1952     MONUMENTED       CGS
 CZ1271
 CZ1271                          STATION DESCRIPTION
 CZ1271
 CZ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1271'10.3 MI SE FROM JACKRABBIT.
 CZ1271'SAME DESCRIPTION TO REACH AS GENERAL LAND OFFICE SECTION CORNER S 1
 CZ1271'R6E, 12 1/2 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD, 7.0
 CZ1271'FEET NORTH OF THE NORTH GATE POST, 3.1 FEET SOUTHWEST OF THE GENERAL
 CZ1271'LAND OFFICE SECTION CORNER, 2.1 FEET SOUTH OF A WITNESS POST, 1.9 FEET
 CZ1271'WEST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1271'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0931 ***********************************************************************
 CZ0931  DESIGNATION -  E 311
 CZ0931  PID         -  CZ0931
 CZ0931  STATE/COUNTY-  AZ/PIMA
 CZ0931  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0931
 CZ0931                         *CURRENT SURVEY CONTROL
 CZ0931  ___________________________________________________________________
 CZ0931* NAD 83(1986)-  32 18 16.     (N)    111 52 32.     (W)     SCALED    
 CZ0931* NAVD 88     -       570.14   (+/-2cm)    1870.5    (feet)  VERTCON   
 CZ0931  ___________________________________________________________________
 CZ0931  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0931
 CZ0931.The horizontal coordinates were scaled from a topographic map and have
 CZ0931.an estimated accuracy of +/- 6 seconds.
 CZ0931
 CZ0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0931.The vertical order pertains to the NGVD 29 superseded value.
 CZ0931
 CZ0931.The geoid height was determined by GEOID03.
 CZ0931
 CZ0931;                    North         East    Units  Estimated Accuracy
 CZ0931;SPC AZ C     -   144,620.      217,230.      MT  (+/- 180 meters Scaled)
 CZ0931
 CZ0931                          SUPERSEDED SURVEY CONTROL
 CZ0931
 CZ0931  NGVD 29 (??/??/92)  569.530  (m)         1868.53   (f) ADJ UNCH    2 0
 CZ0931
 CZ0931.Superseded values are not recommended for survey control.
 CZ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0931.See file dsdata.txt to determine how the superseded data were derived.
 CZ0931
 CZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA175745(NAD 83)
 CZ0931_MARKER: DB = BENCH MARK DISK
 CZ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0931_STAMPING: E 311 1952
 CZ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0931+STABILITY: SURFACE MOTION
 CZ0931
 CZ0931  HISTORY     - Date     Condition        Report By
 CZ0931  HISTORY     - 1952     MONUMENTED       CGS
 CZ0931
 CZ0931                          STATION DESCRIPTION
 CZ0931
 CZ0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0931'9.80 MI E FROM SANTA ROSA.
 CZ0931'9.80 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROASA,
 CZ0931'ABOUT 1 MILE DUE SOUTH OF THE SOUTHEAST END OF A HUGE MOUNTAIN, 0.3
 CZ0931'MILE EAST OF THE EAST END OF A LOOP FORMED BY THE MAIN ROAD AND A
 CZ0931'TRACK ROAD LEADING WEST, 0.3 MILE WEST OF SERVEL ABANDONED ADOBE HUTS,
 CZ0931'AT A LARGE WOODEN GATE WHICH THE ROAD PASSES THRU, 19 FEET NORTH OF
 CZ0931'THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 11.7 FEET NORTH OF
 CZ0931'THE NORTH GATE POST, 1.9 FEET SOUTH OF A WITNESS POST, 1.6 FEET EAST
 CZ0931'OF A FENCE, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0295 ***********************************************************************
 ET0295  DESIGNATION -  E 312
 ET0295  PID         -  ET0295
 ET0295  STATE/COUNTY-  AZ/YAVAPAI
 ET0295  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0295
 ET0295                         *CURRENT SURVEY CONTROL
 ET0295  ___________________________________________________________________
 ET0295* NAD 83(1986)-  34 15 42.     (N)    112 03 29.     (W)     SCALED    
 ET0295* NAVD 88     -       997.53   (+/-2cm)    3272.7    (feet)  VERTCON   
 ET0295  ___________________________________________________________________
 ET0295  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 ET0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0295
 ET0295.The horizontal coordinates were scaled from a topographic map and have
 ET0295.an estimated accuracy of +/- 6 seconds.
 ET0295
 ET0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0295.The vertical order pertains to the NGVD 29 superseded value.
 ET0295
 ET0295.The geoid height was determined by GEOID03.
 ET0295
 ET0295;                    North         East    Units  Estimated Accuracy
 ET0295;SPC AZ C     -   361,690.      200,340.      MT  (+/- 180 meters Scaled)
 ET0295
 ET0295                          SUPERSEDED SURVEY CONTROL
 ET0295
 ET0295  NGVD 29 (??/??/92)  996.872  (m)         3270.57   (f) ADJ UNCH    2 0
 ET0295
 ET0295.Superseded values are not recommended for survey control.
 ET0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0295.See file dsdata.txt to determine how the superseded data were derived.
 ET0295
 ET0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC025916(NAD 83)
 ET0295_MARKER: DB = BENCH MARK DISK
 ET0295_SETTING: 66 = SET IN ROCK OUTCROP
 ET0295_SP_SET: GRANITE OUTCROP
 ET0295_STAMPING: E 312 1952
 ET0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0295+STABILITY: POSITION/ELEVATION WELL
 ET0295
 ET0295  HISTORY     - Date     Condition        Report By
 ET0295  HISTORY     - 1952     MONUMENTED       CGS
 ET0295
 ET0295                          STATION DESCRIPTION
 ET0295
 ET0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0295'8.7 MI SE FROM CORDES.
 ET0295'8.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0295'CORDES, ON THE EAST BANK OF THE AGUA FRIA CREEK, AT THE NORTH BASE OF
 ET0295'A SMALL ROCK COVERED HILL, IN TOP OF THE CENTER OF A 3-FOOT BY 5-FOOT
 ET0295'GRANITE OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND, 130 FEET SOUTH
 ET0295'OF THE CENTER LINE OF AND ABOUT 8 FEET HIGHER THAN THE ROAD, 78.8 FEET
 ET0295'EAST OF THE SOUTHEAST LEG OF THE WINDMILL FOR THE HORSESHOE RANCH, 1.5
 ET0295'FEET SOUTH OF THE NORTH POINT OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0005 ***********************************************************************
 CG0005  DESIGNATION -  E 313
 CG0005  PID         -  CG0005
 CG0005  STATE/COUNTY-  AZ/COCHISE
 CG0005  USGS QUAD   -  MESCAL (1983)
 CG0005
 CG0005                         *CURRENT SURVEY CONTROL
 CG0005  ___________________________________________________________________
 CG0005* NAD 83(1986)-  31 59 14.     (N)    110 26 54.     (W)     SCALED    
 CG0005* NAVD 88     -      1226.79   (+/-2cm)    4024.9    (feet)  VERTCON   
 CG0005  ___________________________________________________________________
 CG0005  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0005  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0005
 CG0005.The horizontal coordinates were scaled from a topographic map and have
 CG0005.an estimated accuracy of +/- 6 seconds.
 CG0005
 CG0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0005.The vertical order pertains to the NGVD 29 superseded value.
 CG0005
 CG0005.The geoid height was determined by GEOID03.
 CG0005
 CG0005;                    North         East    Units  Estimated Accuracy
 CG0005;SPC AZ E     -   109,490.      186,740.      MT  (+/- 180 meters Scaled)
 CG0005
 CG0005                          SUPERSEDED SURVEY CONTROL
 CG0005
 CG0005  NGVD 29 (??/??/92) 1225.973  (m)         4022.21   (f) ADJ UNCH    1 2
 CG0005
 CG0005.Superseded values are not recommended for survey control.
 CG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0005.See file dsdata.txt to determine how the superseded data were derived.
 CG0005
 CG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA521391(NAD 83)
 CG0005_MARKER: DB = BENCH MARK DISK
 CG0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0005_SP_SET: ABUTMENT
 CG0005_STAMPING: E 313 1952
 CG0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0005
 CG0005  HISTORY     - Date     Condition        Report By
 CG0005  HISTORY     - 1952     MONUMENTED       CGS
 CG0005  HISTORY     - 1960     GOOD             NGS
 CG0005
 CG0005                          STATION DESCRIPTION
 CG0005
 CG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0005'0.8 MI W FROM MESCAL.
 CG0005'0.8 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0005'MESCAL, 0.2 MILE WEST OF MILEPOLE 1023, ABOUT 100 YARDS WEST OF THE
 CG0005'YARD LIMIT SIGN, AT BRIDGE 1022.79, SET IN TOP OF THE WEST CONCRETE
 CG0005'ABUTMENT, 6.3 FEET NORTH OF THE NORTH RAIL, 0.6 FEET SOUTH OF THE
 CG0005'NORTH EDGE OF THE ABUTMENT, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 CG0005
 CG0005                          STATION RECOVERY (1960)
 CG0005
 CG0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0275 ***********************************************************************
 ET0275  DESIGNATION -  E 314
 ET0275  PID         -  ET0275
 ET0275  STATE/COUNTY-  AZ/YAVAPAI
 ET0275  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0275
 ET0275                         *CURRENT SURVEY CONTROL
 ET0275  ___________________________________________________________________
 ET0275* NAD 83(1986)-  34 06 07.     (N)    112 04 37.     (W)     SCALED    
 ET0275* NAVD 88     -      1031.43   (+/-2cm)    3383.9    (feet)  VERTCON   
 ET0275  ___________________________________________________________________
 ET0275  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 ET0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0275
 ET0275.The horizontal coordinates were scaled from a topographic map and have
 ET0275.an estimated accuracy of +/- 6 seconds.
 ET0275
 ET0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0275.The vertical order pertains to the NGVD 29 superseded value.
 ET0275
 ET0275.The geoid height was determined by GEOID03.
 ET0275
 ET0275;                    North         East    Units  Estimated Accuracy
 ET0275;SPC AZ C     -   343,970.      198,570.      MT  (+/- 180 meters Scaled)
 ET0275
 ET0275                          SUPERSEDED SURVEY CONTROL
 ET0275
 ET0275  NGVD 29 (??/??/92) 1030.796  (m)         3381.87   (f) ADJ UNCH    2 0
 ET0275
 ET0275.Superseded values are not recommended for survey control.
 ET0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0275.See file dsdata.txt to determine how the superseded data were derived.
 ET0275
 ET0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC006739(NAD 83)
 ET0275_MARKER: DB = BENCH MARK DISK
 ET0275_SETTING: 80 = SET IN A BOULDER
 ET0275_SP_SET: BOULDER
 ET0275_STAMPING: E 314 1952
 ET0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0275+STABILITY: SURFACE MOTION
 ET0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0275+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 ET0275
 ET0275  HISTORY     - Date     Condition        Report By
 ET0275  HISTORY     - 1952     MONUMENTED       CGS
 ET0275  HISTORY     - 20080404 GOOD             GEOCAC
 ET0275
 ET0275                          STATION DESCRIPTION
 ET0275
 ET0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0275'26.5 MI S FROM CORDES.
 ET0275'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0275'STORE AT CORDES, THENCE 11.6 MILES SOUTH ALONG A TRACK ROAD, 0.2 MILE
 ET0275'NORTH OF A POWER LINE CROSSING NEAR THE TOP AND ON THE NORTH SLOPE OF
 ET0275'A ROCKY MESA, IN TOP OF A FLAT 6-FOOT BY 5-FOOT BOULDER PROJECTING 1
 ET0275'FOOT ABOVE THE GROUND WITH WHITE PAINTED BM, 150.2 FEET EAST OF THE
 ET0275'EAST LEG OF A DUAL POWER LINE POLE, 78 1/2 FEET SOUTHWEST OF THE
 ET0275'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, AND 1.7 FEET WEST OF THE
 ET0275'EAST CORNER OF THE BOULDER.
 ET0275
 ET0275                          STATION RECOVERY (2008)
 ET0275
 ET0275'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0275'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0275'THE DESCRIPTION - THE MARK IS 154 FEET EAST OF POWER POLE 51-8.
 ET0275'HANDHELD COORDINATES
 ET0275'34 06 07.1 (N)   112 04 36.8 (W)  (NAD 83).
 ET0275' 
 ET0275'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF BLOODY BASIN
 ET0275'ROAD AND INTERSTATE 17 TAKE BLOODY BASIN ROAD SOUTH FOR 10.9 MILES TO
 ET0275'FR 9014. TURN RIGHT ON FR 9014 AND GO SOUTH FOR 2.6 MILES AND BEAR
 ET0275'RIGHT ON TO FR 14. TAKE FR 14 SOUTH FOR 1.9 MILES TO A GATE ON THE
 ET0275'RIGHT AND FR 610. CONTINUE THROUGH THE GATE AND GO SOUTHWEST ON FR 610
 ET0275'FOR 7.5 MILES TO THE STATION ON THE RIGHT.
 ET0275'NOTE THAT FR 610 HAS SOME DIM AND ROUGH STRETCHES SO TRAVEL WITH A 4X4
 ET0275'HIGH CLEARANCE VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0087 ***********************************************************************
 CZ0087  DESIGNATION -  E 315
 CZ0087  PID         -  CZ0087
 CZ0087  STATE/COUNTY-  AZ/PIMA
 CZ0087  USGS QUAD   -  TUCSON SE (1992)
 CZ0087
 CZ0087                         *CURRENT SURVEY CONTROL
 CZ0087  ___________________________________________________________________
 CZ0087* NAD 83(1986)-  32 07 12.     (N)    110 45 10.     (W)     SCALED    
 CZ0087* NAVD 88     -       899.22   (+/-2cm)    2950.2    (feet)  VERTCON   
 CZ0087  ___________________________________________________________________
 CZ0087  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CZ0087  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0087
 CZ0087.The horizontal coordinates were scaled from a topographic map and have
 CZ0087.an estimated accuracy of +/- 6 seconds.
 CZ0087
 CZ0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0087.The vertical order pertains to the NGVD 29 superseded value.
 CZ0087
 CZ0087.The geoid height was determined by GEOID03.
 CZ0087
 CZ0087;                    North         East    Units  Estimated Accuracy
 CZ0087;SPC AZ C     -   124,770.      323,190.      MT  (+/- 180 meters Scaled)
 CZ0087
 CZ0087                          SUPERSEDED SURVEY CONTROL
 CZ0087
 CZ0087  NGVD 29 (??/??/92)  898.523  (m)         2947.90   (f) ADJ UNCH    1 2
 CZ0087
 CZ0087.Superseded values are not recommended for survey control.
 CZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0087.See file dsdata.txt to determine how the superseded data were derived.
 CZ0087
 CZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA233537(NAD 83)
 CZ0087_MARKER: DB = BENCH MARK DISK
 CZ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0087_STAMPING: E 315 1952
 CZ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0087+STABILITY: SURFACE MOTION
 CZ0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0087+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 CZ0087
 CZ0087  HISTORY     - Date     Condition        Report By
 CZ0087  HISTORY     - 1952     MONUMENTED       CGS
 CZ0087  HISTORY     - 20031220 GOOD             GEOCAC
 CZ0087
 CZ0087                          STATION DESCRIPTION
 CZ0087
 CZ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0087'8.7 MI N FROM VAIL.
 CZ0087'5.2 MILES NORTHWEST, THENCE 0.2 MILE CROSS COUNTRY, THENCE 1.3 MILES
 CZ0087'NORTHEAST ALONG A GRADED COUNTY GRADED ROAD, THENCE 2.0 MILES
 CZ0087'NORTHEAST ALONG A TRACK ROAD, IN A VERY SMALL CLEARING, 0.1 MILE SOUTH
 CZ0087'OF A POINT WHERE THE ROAD MAKES A WIDE CURVE AROUND THE SOUTH END OF A
 CZ0087'WASH.  15 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST OF
 CZ0087'THE WITNESS POST AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT AND
 CZ0087'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CZ0087
 CZ0087                          STATION RECOVERY (2003)
 CZ0087
 CZ0087'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0305 ***********************************************************************
 ET0305  DESIGNATION -  E 316
 ET0305  PID         -  ET0305
 ET0305  STATE/COUNTY-  AZ/YAVAPAI
 ET0305  USGS QUAD   -  CLEATOR (1974)
 ET0305
 ET0305                         *CURRENT SURVEY CONTROL
 ET0305  ___________________________________________________________________
 ET0305* NAD 83(1986)-  34 22 12.     (N)    112 09 10.     (W)     SCALED    
 ET0305* NAVD 88     -      1223.44   (+/-2cm)    4013.9    (feet)  VERTCON   
 ET0305  ___________________________________________________________________
 ET0305  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 ET0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0305
 ET0305.The horizontal coordinates were scaled from a topographic map and have
 ET0305.an estimated accuracy of +/- 6 seconds.
 ET0305
 ET0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0305.The vertical order pertains to the NGVD 29 superseded value.
 ET0305
 ET0305.The geoid height was determined by GEOID03.
 ET0305
 ET0305;                    North         East    Units  Estimated Accuracy
 ET0305;SPC AZ C     -   373,720.      191,640.      MT  (+/- 180 meters Scaled)
 ET0305
 ET0305                          SUPERSEDED SURVEY CONTROL
 ET0305
 ET0305  NGVD 29 (??/??/92) 1222.719  (m)         4011.54   (f) ADJ UNCH    2 0
 ET0305
 ET0305.Superseded values are not recommended for survey control.
 ET0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0305.See file dsdata.txt to determine how the superseded data were derived.
 ET0305
 ET0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD940037(NAD 83)
 ET0305_MARKER: DB = BENCH MARK DISK
 ET0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0305_STAMPING: E 316 1952
 ET0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0305+STABILITY: SURFACE MOTION
 ET0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0305+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0305
 ET0305  HISTORY     - Date     Condition        Report By
 ET0305  HISTORY     - 1952     MONUMENTED       CGS
 ET0305  HISTORY     - 1974     GOOD             USGS
 ET0305  HISTORY     - 20040808 GOOD             USPSQD
 ET0305  HISTORY     - 20080613 GOOD             GEOCAC
 ET0305
 ET0305                          STATION DESCRIPTION
 ET0305
 ET0305'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0305'6.0 MI SE FROM MAYER.
 ET0305'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0305'MAYER, THENCE 1.8 MILES EAST ALONG GRADED COUNTY ROAD, ON THE WEST
 ET0305'SIDE OF A HILL, 0.3 MILE WEST OF A CATTLEGUARD, 29 FEET NORTH OF THE
 ET0305'CENTER LINE OF THE ROAD, 4 FEET ABOVE THE ROAD, AND SET IN THE TOP OF
 ET0305'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 ET0305
 ET0305                          STATION RECOVERY (2004)
 ET0305
 ET0305'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0305'MARK LOCATED IN GOOD SHAPE.
 ET0305
 ET0305                          STATION RECOVERY (2008)
 ET0305
 ET0305'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0305'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0305'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS OLD SYCAMORE ROAD.
 ET0305'HANDHELD COORDINATES
 ET0305'34 22 12.7 (N)   112 09 09.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0060 ***********************************************************************
 CZ0060  DESIGNATION -  E 317
 CZ0060  PID         -  CZ0060
 CZ0060  STATE/COUNTY-  AZ/PIMA
 CZ0060  USGS QUAD   -  TUCSON EAST (1992)
 CZ0060
 CZ0060                         *CURRENT SURVEY CONTROL
 CZ0060  ___________________________________________________________________
 CZ0060* NAD 83(1986)-  32 08 01.     (N)    110 51 56.     (W)     SCALED    
 CZ0060* NAVD 88     -       833.322  (meters)    2733.99   (feet)  ADJUSTED  
 CZ0060  ___________________________________________________________________
 CZ0060  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CZ0060  DYNAMIC HT  -         832.139 (meters)    2730.11  (feet)  COMP
 CZ0060  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 CZ0060
 CZ0060  VERT ORDER  -  FIRST     CLASS II
 CZ0060
 CZ0060.The horizontal coordinates were scaled from a topographic map and have
 CZ0060.an estimated accuracy of +/- 6 seconds.
 CZ0060
 CZ0060.The orthometric height was determined by differential leveling
 CZ0060.and adjusted in June 1991.
 CZ0060
 CZ0060.The geoid height was determined by GEOID03.
 CZ0060
 CZ0060.The dynamic height is computed by dividing the NAVD 88
 CZ0060.geopotential number by the normal gravity value computed on the
 CZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0060.degrees latitude (g = 980.6199 gals.).
 CZ0060
 CZ0060.The modeled gravity was interpolated from observed gravity values.
 CZ0060
 CZ0060;                    North         East    Units  Estimated Accuracy
 CZ0060;SPC AZ C     -   126,170.      312,530.      MT  (+/- 180 meters Scaled)
 CZ0060
 CZ0060                          SUPERSEDED SURVEY CONTROL
 CZ0060
 CZ0060  NGVD 29 (??/??/92)  832.682  (m)         2731.89   (f) ADJ UNCH    1 2
 CZ0060
 CZ0060.Superseded values are not recommended for survey control.
 CZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0060.See file dsdata.txt to determine how the superseded data were derived.
 CZ0060
 CZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA126552(NAD 83)
 CZ0060_MARKER: DB = BENCH MARK DISK
 CZ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0060_STAMPING: E 317 1952
 CZ0060_PROJECTION: PROJECTING 8 CENTIMETERS
 CZ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0060+STABILITY: SURFACE MOTION
 CZ0060
 CZ0060  HISTORY     - Date     Condition        Report By
 CZ0060  HISTORY     - 1952     MONUMENTED       CGS
 CZ0060  HISTORY     - 1979     GOOD             NGS
 CZ0060
 CZ0060                          STATION DESCRIPTION
 CZ0060
 CZ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0060'9.6 MI SE FROM TUCSON.
 CZ0060'9.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0060'THE STATION AT TUCSON, AT MILEPOST 993, 97 FEET SOUTHWEST OF THE
 CZ0060'SOUTHWEST RAIL, 4.2 FEET SOUTHWEST OF MILEPOST 993, 2.0 FEET WEST OF A
 CZ0060'WITNESS POST, 1.7 FEET NORTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN
 CZ0060'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0060'ABOVE THE GROUND.
 CZ0060
 CZ0060                          STATION RECOVERY (1979)
 CZ0060
 CZ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0060'9.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0060'STATION AT TUCSON, 92 FEET WEST OF MILE POST 993, 96.5 FEET SOUTHWEST
 CZ0060'OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, 88 FEET SOUTH
 CZ0060'OF THE FIRST POLE (NUMBER 49F) NORTHWEST OF MILE POST 993 AND 12 FEET
 CZ0060'NORTHEAST OF THE CENTERLINE OF A TRACK ROAD.
 CZ0060'THE MARK IS 4 FT BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0872 ***********************************************************************
 CZ0872  DESIGNATION -  E 318
 CZ0872  PID         -  CZ0872
 CZ0872  STATE/COUNTY-  AZ/PIMA
 CZ0872  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0872
 CZ0872                         *CURRENT SURVEY CONTROL
 CZ0872  ___________________________________________________________________
 CZ0872* NAD 83(1986)-  32 27 31.     (N)    111 52 37.     (W)     SCALED    
 CZ0872* NAVD 88     -       533.42   (+/-2cm)    1750.1    (feet)  VERTCON   
 CZ0872  ___________________________________________________________________
 CZ0872  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CZ0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0872
 CZ0872.The horizontal coordinates were scaled from a topographic map and have
 CZ0872.an estimated accuracy of +/- 6 seconds.
 CZ0872
 CZ0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0872.The vertical order pertains to the NGVD 29 superseded value.
 CZ0872
 CZ0872.The geoid height was determined by GEOID03.
 CZ0872
 CZ0872;                    North         East    Units  Estimated Accuracy
 CZ0872;SPC AZ C     -   161,720.      217,090.      MT  (+/- 180 meters Scaled)
 CZ0872
 CZ0872                          SUPERSEDED SURVEY CONTROL
 CZ0872
 CZ0872  NGVD 29 (??/??/92)  532.827  (m)         1748.12   (f) ADJ UNCH    2 0
 CZ0872
 CZ0872.Superseded values are not recommended for survey control.
 CZ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0872.See file dsdata.txt to determine how the superseded data were derived.
 CZ0872
 CZ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA175916(NAD 83)
 CZ0872_MARKER: DB = BENCH MARK DISK
 CZ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0872_STAMPING: E 318 1952
 CZ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0872+STABILITY: SURFACE MOTION
 CZ0872
 CZ0872  HISTORY     - Date     Condition        Report By
 CZ0872  HISTORY     - 1952     MONUMENTED       CGS
 CZ0872
 CZ0872                          STATION DESCRIPTION
 CZ0872
 CZ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0872'6.9 MI SE FROM KOMELIH.
 CZ0872'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0872'THENCE 1.35 MILES EAST ALONG A DIM TRACK ROAD, 0.6 MILE WEST OF A LONE
 CZ0872'HIGH ROUND MOUNTAIN, ABOUT 1/4 MILE SOUTHWEST OF A LOW, ROUND HILL, AT
 CZ0872'A SMALL CLEARING, 174 FEET NORTH OF AND ACROSS THE ROAD FROM A LONE
 CZ0872'DOUBLE GIANT SAGUARO, 18 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 CZ0872'LEVEL WITH THE ROAD, 2.2 FEET SOUTHEAST OF A WITNESS POST, AND SET IN
 CZ0872'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0059 ***********************************************************************
 DA0059  DESIGNATION -  E 319
 DA0059  PID         -  DA0059
 DA0059  STATE/COUNTY-  AZ/MARICOPA
 DA0059  USGS QUAD   -  JOHNSON WELL (1986)
 DA0059
 DA0059                         *CURRENT SURVEY CONTROL
 DA0059  ___________________________________________________________________
 DA0059* NAD 83(1986)-  32 43 27.     (N)    112 21 52.     (W)     SCALED    
 DA0059* NAVD 88     -       773.43   (+/-2cm)    2537.5    (feet)  VERTCON   
 DA0059  ___________________________________________________________________
 DA0059  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0059
 DA0059.The horizontal coordinates were scaled from a topographic map and have
 DA0059.an estimated accuracy of +/- 6 seconds.
 DA0059
 DA0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0059.The vertical order pertains to the NGVD 29 superseded value.
 DA0059
 DA0059.The geoid height was determined by GEOID03.
 DA0059
 DA0059;                    North         East    Units  Estimated Accuracy
 DA0059;SPC AZ C     -   191,250.      171,390.      MT  (+/- 180 meters Scaled)
 DA0059
 DA0059                          SUPERSEDED SURVEY CONTROL
 DA0059
 DA0059  NGVD 29 (??/??/92)  772.711  (m)         2535.14   (f) ADJ UNCH    2 0
 DA0059
 DA0059.Superseded values are not recommended for survey control.
 DA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0059.See file dsdata.txt to determine how the superseded data were derived.
 DA0059
 DA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB721215(NAD 83)
 DA0059_MARKER: DB = BENCH MARK DISK
 DA0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0059_STAMPING: E 319 1952
 DA0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0059+STABILITY: SURFACE MOTION
 DA0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0059+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0059
 DA0059  HISTORY     - Date     Condition        Report By
 DA0059  HISTORY     - 1952     MONUMENTED       CGS
 DA0059  HISTORY     - 20090206 GOOD             GEOCAC
 DA0059
 DA0059                          STATION DESCRIPTION
 DA0059
 DA0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0059'1.1 MI N FROM STOUTS WELL.
 DA0059'1.1 MILES NORTH ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL, ON
 DA0059'THE TOP AND NEAR THE SOUTHEAST END OF A LONG LOW RIDGE, ON THE TOP OF
 DA0059'A STEEP UPGRADE GOING NORTH, ABOUT 60 YARDS NORTH OF THE CROSSING OF A
 DA0059'WASH, 13 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 DA0059'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0059'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN
 DA0059'THE ROAD.
 DA0059
 DA0059                          STATION RECOVERY (2009)
 DA0059
 DA0059'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0059'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0059'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0059'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0059'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0059'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0059'32 43 24.5 (N)   112 21 53.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0240 ***********************************************************************
 FQ0240  DESIGNATION -  E 32
 FQ0240  PID         -  FQ0240
 FQ0240  STATE/COUNTY-  AZ/COCONINO
 FQ0240  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0240
 FQ0240                         *CURRENT SURVEY CONTROL
 FQ0240  ___________________________________________________________________
 FQ0240* NAD 83(1986)-  35 03 54.     (N)    111 43 10.     (W)     SCALED    
 FQ0240* NAVD 88     -      1941.988  (meters)    6371.34   (feet)  ADJUSTED  
 FQ0240  ___________________________________________________________________
 FQ0240  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0240  DYNAMIC HT  -        1939.254 (meters)    6362.37  (feet)  COMP
 FQ0240  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 FQ0240
 FQ0240  VERT ORDER  -  FIRST     CLASS II
 FQ0240
 FQ0240.The horizontal coordinates were scaled from a topographic map and have
 FQ0240.an estimated accuracy of +/- 6 seconds.
 FQ0240
 FQ0240.The orthometric height was determined by differential leveling
 FQ0240.and adjusted in June 1991.
 FQ0240
 FQ0240.The geoid height was determined by GEOID03.
 FQ0240
 FQ0240.The dynamic height is computed by dividing the NAVD 88
 FQ0240.geopotential number by the normal gravity value computed on the
 FQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0240.degrees latitude (g = 980.6199 gals.).
 FQ0240
 FQ0240.The modeled gravity was interpolated from observed gravity values.
 FQ0240
 FQ0240;                    North         East    Units  Estimated Accuracy
 FQ0240;SPC AZ C     -   450,800.      231,350.      MT  (+/- 180 meters Scaled)
 FQ0240
 FQ0240                          SUPERSEDED SURVEY CONTROL
 FQ0240
 FQ0240  NGVD 29 (??/??/92) 1940.996  (m)         6368.08   (f) ADJ UNCH    1 2
 FQ0240
 FQ0240.Superseded values are not recommended for survey control.
 FQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0240.See file dsdata.txt to determine how the superseded data were derived.
 FQ0240
 FQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD344804(NAD 83)
 FQ0240_MARKER: DB = BENCH MARK DISK
 FQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0240_STAMPING: 6368.084 E 32 1933
 FQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0240+STABILITY: SURFACE MOTION
 FQ0240
 FQ0240  HISTORY     - Date     Condition        Report By
 FQ0240  HISTORY     - 1933     MONUMENTED       CGS
 FQ0240
 FQ0240                          STATION DESCRIPTION
 FQ0240
 FQ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0240'12.6 MI S FROM FLAGSTAFF.
 FQ0240'ABOUT 12.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0240'FLAGSTAFF, COCONINO COUNTY, ON THE NORTHEAST BANK OF A CREEK, INSIDE
 FQ0240'OF A HORSESHOE CURVE, ABOUT 120 FEET EAST OF A WOODEN BRIDGE, AND
 FQ0240'ABOUT 145 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 FQ0240'DISK, STAMPED 6368.084 E 32 1933 AND SET IN THE TOP OF A CONCRETE POST
 FQ0240'PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0113 ***********************************************************************
 GO0113  DESIGNATION -  E 32
 GO0113  PID         -  GO0113
 GO0113  STATE/COUNTY-  AZ/APACHE
 GO0113  USGS QUAD   -  ROUGH ROCK NW (1968)
 GO0113
 GO0113                         *CURRENT SURVEY CONTROL
 GO0113  ___________________________________________________________________
 GO0113* NAD 83(1986)-  36 27 41.     (N)    109 52 37.     (W)     SCALED    
 GO0113* NAVD 88     -      1794.240  (meters)    5886.60   (feet)  ADJUSTED  
 GO0113  ___________________________________________________________________
 GO0113  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GO0113  DYNAMIC HT  -        1791.955 (meters)    5879.11  (feet)  COMP
 GO0113  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 GO0113
 GO0113  VERT ORDER  -  FIRST     CLASS II
 GO0113
 GO0113.The horizontal coordinates were scaled from a topographic map and have
 GO0113.an estimated accuracy of +/- 6 seconds.
 GO0113
 GO0113.The orthometric height was determined by differential leveling
 GO0113.and adjusted in June 1991.
 GO0113
 GO0113.The geoid height was determined by GEOID03.
 GO0113
 GO0113.The dynamic height is computed by dividing the NAVD 88
 GO0113.geopotential number by the normal gravity value computed on the
 GO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0113.degrees latitude (g = 980.6199 gals.).
 GO0113
 GO0113.The modeled gravity was interpolated from observed gravity values.
 GO0113
 GO0113;                    North         East    Units  Estimated Accuracy
 GO0113;SPC AZ E     -   605,740.      239,330.      MT  (+/- 180 meters Scaled)
 GO0113
 GO0113                          SUPERSEDED SURVEY CONTROL
 GO0113
 GO0113  NGVD 29 (??/??/92) 1793.278  (m)         5883.45   (f) ADJ UNCH    1 2
 GO0113
 GO0113.Superseded values are not recommended for survey control.
 GO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0113.See file dsdata.txt to determine how the superseded data were derived.
 GO0113
 GO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF006357(NAD 83)
 GO0113_MARKER: DB = BENCH MARK DISK
 GO0113_SETTING: 66 = SET IN ROCK OUTCROP
 GO0113_SP_SET: SET IN ROCK OUTCROP
 GO0113_STAMPING: E 32 1933
 GO0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0113+STABILITY: POSITION/ELEVATION WELL
 GO0113
 GO0113  HISTORY     - Date     Condition        Report By
 GO0113  HISTORY     - 1933     MONUMENTED       CGS
 GO0113  HISTORY     - 1934     GOOD             NGS
 GO0113  HISTORY     - 1968     GOOD             UTU
 GO0113
 GO0113                          STATION DESCRIPTION
 GO0113
 GO0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0113'35.1 MI NW FROM CHIN LEE.
 GO0113'35.1 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0113'ROAD, 2.1 MILES NORTHWEST OF THE WEST ROAD JUNCTION TO ROUGH ROCK
 GO0113'SPRINGS, ON THE WEST SLOPE OF HILL OUT OF DRAW, ABOUT .2 MILE
 GO0113'SOUTHEAST OF THE FOOT OF A STEEP GRADE AT THE POINT OF A SANDSTONE
 GO0113'HILL, A STANDARD DISK SET IN A LIMESTONE OUTCROP NEAR THE CENTER OF
 GO0113'THE NORTHSIDE OF A KNOLL COVERED WITH OUTCROPS, 70 FEET SOUTH OF THE
 GO0113'CENTERLINE OF THE ROAD AT A CURVE TO THE NORTHEAST, 2 FEET ABOVE THE
 GO0113'LEVEL OF THE ROAD.
 GO0113
 GO0113                          STATION RECOVERY (1968)
 GO0113
 GO0113'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0570 ***********************************************************************
 DA0570  DESIGNATION -  E 320
 DA0570  PID         -  DA0570
 DA0570  STATE/COUNTY-  AZ/MARICOPA
 DA0570  USGS QUAD   -  THEBA (1973)
 DA0570
 DA0570                         *CURRENT SURVEY CONTROL
 DA0570  ___________________________________________________________________
 DA0570* NAD 83(1986)-  32 55 02.     (N)    112 54 34.     (W)     SCALED    
 DA0570* NAVD 88     -       218.354  (meters)     716.38   (feet)  ADJUSTED  
 DA0570  ___________________________________________________________________
 DA0570  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0570  DYNAMIC HT  -         218.101 (meters)     715.55  (feet)  COMP
 DA0570  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DA0570
 DA0570  VERT ORDER  -  FIRST     CLASS II
 DA0570
 DA0570.The horizontal coordinates were scaled from a topographic map and have
 DA0570.an estimated accuracy of +/- 6 seconds.
 DA0570
 DA0570.The orthometric height was determined by differential leveling
 DA0570.and adjusted in June 1991.
 DA0570
 DA0570.The geoid height was determined by GEOID03.
 DA0570
 DA0570.The dynamic height is computed by dividing the NAVD 88
 DA0570.geopotential number by the normal gravity value computed on the
 DA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0570.degrees latitude (g = 980.6199 gals.).
 DA0570
 DA0570.The modeled gravity was interpolated from observed gravity values.
 DA0570
 DA0570;                    North         East    Units  Estimated Accuracy
 DA0570;SPC AZ C     -   213,010.      120,500.      MT  (+/- 180 meters Scaled)
 DA0570
 DA0570                          SUPERSEDED SURVEY CONTROL
 DA0570
 DA0570  NGVD 29 (??/??/92)  217.812  (m)          714.60   (f) ADJ UNCH    1 2
 DA0570
 DA0570.Superseded values are not recommended for survey control.
 DA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0570.See file dsdata.txt to determine how the superseded data were derived.
 DA0570
 DA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB214437(NAD 83)
 DA0570_MARKER: DB = BENCH MARK DISK
 DA0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0570_STAMPING: E 320 1952
 DA0570_MARK LOGO: CGS   
 DA0570_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0570+STABILITY: SURFACE MOTION
 DA0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0570+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0570
 DA0570  HISTORY     - Date     Condition        Report By
 DA0570  HISTORY     - 1952     MONUMENTED       CGS
 DA0570  HISTORY     - 1971     GOOD             NGS
 DA0570  HISTORY     - 1980     GOOD             NGS
 DA0570  HISTORY     - 1980     GOOD             NGS
 DA0570  HISTORY     - 20060128 GOOD             USPSQD
 DA0570  HISTORY     - 20060128 GOOD             USPSQD
 DA0570  HISTORY     - 20070626 GOOD             GEOCAC
 DA0570
 DA0570                          STATION DESCRIPTION
 DA0570
 DA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0570'11.4 MI W FROM GILA BEND.
 DA0570'11.4 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0570'WATER TANK AT GILA BEND, ABOUT 170 YARDS EAST OF BRIDGE NO. 844.24,
 DA0570'109 FEET SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, 59 FEET
 DA0570'SOUTH OF A FENCE, 39.1 FEET NORTH OF THE NORTH RAIL, 2.7 FEET EAST OF
 DA0570'A TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 DA0570'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DA0570'FOOT ABOVE THE GROUND.
 DA0570
 DA0570                          STATION RECOVERY (1971)
 DA0570
 DA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0570'RECOVERED IN GOOD CONDITION.
 DA0570
 DA0570                          STATION RECOVERY (1980)
 DA0570
 DA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0570'18.4 KM (11.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0570'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0570'RAILROAD MILEPOLE 844, 0.3 KM (0.2 MI) SOUTHWEST OF A GRADED ROAD
 DA0570'CROSSING, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA0570'33.2 METERS (109 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 DA0570'ROAD (OLD U.S. HIGHWAY 80).
 DA0570'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0570'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0570
 DA0570                          STATION RECOVERY (1980)
 DA0570
 DA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0570'18.4 KM (11.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0570'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0570'RAILROAD MILEPOLE 844, 0.3 KM (0.2 MI) SOUTHWEST OF A GRADED ROAD
 DA0570'CROSSING, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA0570'33.2 METERS (109 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 DA0570'ROAD (OLD U.S. HIGHWAY 80).
 DA0570'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0570'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0570
 DA0570                          STATION RECOVERY (2006)
 DA0570
 DA0570'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0570'RECOVERED AS DESCRIBED.
 DA0570
 DA0570                          STATION RECOVERY (2006)
 DA0570
 DA0570'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0570'RECOVERED AS DESCRIBED.
 DA0570
 DA0570                          STATION RECOVERY (2007)
 DA0570
 DA0570'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0585 ***********************************************************************
 DA0585  DESIGNATION -  E 321
 DA0585  PID         -  DA0585
 DA0585  STATE/COUNTY-  AZ/MARICOPA
 DA0585  USGS QUAD   -  SMURR (1973)
 DA0585
 DA0585                         *CURRENT SURVEY CONTROL
 DA0585  ___________________________________________________________________
 DA0585* NAD 83(1986)-  32 53 24.     (N)    112 49 01.     (W)     SCALED    
 DA0585* NAVD 88     -       242.59   (+/-2cm)     795.9    (feet)  VERTCON   
 DA0585  ___________________________________________________________________
 DA0585  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0585  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0585
 DA0585.The horizontal coordinates were scaled from a topographic map and have
 DA0585.an estimated accuracy of +/- 6 seconds.
 DA0585
 DA0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0585.The vertical order pertains to the NGVD 29 superseded value.
 DA0585
 DA0585.The geoid height was determined by GEOID03.
 DA0585
 DA0585;                    North         East    Units  Estimated Accuracy
 DA0585;SPC AZ C     -   209,910.      129,130.      MT  (+/- 180 meters Scaled)
 DA0585
 DA0585                          SUPERSEDED SURVEY CONTROL
 DA0585
 DA0585  NGVD 29 (??/??/92)  242.006  (m)          793.98   (f) ADJ UNCH    1 2
 DA0585
 DA0585.Superseded values are not recommended for survey control.
 DA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0585.See file dsdata.txt to determine how the superseded data were derived.
 DA0585
 DA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB300405(NAD 83)
 DA0585_MARKER: DB = BENCH MARK DISK
 DA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0585_STAMPING: E 321 1952
 DA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0585+STABILITY: SURFACE MOTION
 DA0585
 DA0585  HISTORY     - Date     Condition        Report By
 DA0585  HISTORY     - 1952     MONUMENTED       CGS
 DA0585
 DA0585                          STATION DESCRIPTION
 DA0585
 DA0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0585'8.1 MI SW FROM GILA BEND.
 DA0585'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0585'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0585'SOUTHWEST ACROSS COUNTRY TO A GRADED ROAD, THENCE 2.6 MILES SOUTH
 DA0585'ALONG A GRADED ROAD TO THE AIR FIELD.  IN THE TRIANGLE FORMED BY THE
 DA0585'INTERSECTION OF THE EAST-WEST AND NORTH-SOUTH RUNWAYS, AT THE NORTH
 DA0585'END OF THE FIELD, 11.3 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH
 DA0585'RUNWAY, 14.6 FEET WEST OF THE WEST EDGE OF THE EAST-WEST RUNWAY, 1.8
 DA0585'FEET NORTH OF A WITNESS POST, LEVEL WITH THE GROUND AND RUNWAYS, AND
 DA0585'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0841 ***********************************************************************
 DV0841  DESIGNATION -  E 322
 DV0841  PID         -  DV0841
 DV0841  STATE/COUNTY-  AZ/MARICOPA
 DV0841  USGS QUAD   -  HASSAYAMPA (1978)
 DV0841
 DV0841                         *CURRENT SURVEY CONTROL
 DV0841  ___________________________________________________________________
 DV0841* NAD 83(1986)-  33 22 14.     (N)    112 40 49.     (W)     SCALED    
 DV0841* NAVD 88     -       271.677  (meters)     891.33   (feet)  ADJUSTED  
 DV0841  ___________________________________________________________________
 DV0841  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DV0841  DYNAMIC HT  -         271.364 (meters)     890.30  (feet)  COMP
 DV0841  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DV0841
 DV0841  VERT ORDER  -  FIRST     CLASS II
 DV0841
 DV0841.The horizontal coordinates were scaled from a topographic map and have
 DV0841.an estimated accuracy of +/- 6 seconds.
 DV0841
 DV0841.The orthometric height was determined by differential leveling
 DV0841.and adjusted in November 1993.
 DV0841
 DV0841.The geoid height was determined by GEOID03.
 DV0841
 DV0841.The dynamic height is computed by dividing the NAVD 88
 DV0841.geopotential number by the normal gravity value computed on the
 DV0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0841.degrees latitude (g = 980.6199 gals.).
 DV0841
 DV0841.The modeled gravity was interpolated from observed gravity values.
 DV0841
 DV0841;                    North         East    Units  Estimated Accuracy
 DV0841;SPC AZ C     -   263,110.      142,300.      MT  (+/- 180 meters Scaled)
 DV0841
 DV0841                          SUPERSEDED SURVEY CONTROL
 DV0841
 DV0841  NGVD 29 (??/??/92)  271.037  (m)          889.23   (f) ADJ UNCH    1 2
 DV0841
 DV0841.Superseded values are not recommended for survey control.
 DV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0841.See file dsdata.txt to determine how the superseded data were derived.
 DV0841
 DV0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB436936(NAD 83)
 DV0841_MARKER: DB = BENCH MARK DISK
 DV0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0841_SP_SET: CONCRETE POST
 DV0841_STAMPING: E 322 1952
 DV0841_MARK LOGO: CGS   
 DV0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0841+STABILITY: SURFACE MOTION
 DV0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0841+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0841
 DV0841  HISTORY     - Date     Condition        Report By
 DV0841  HISTORY     - 1952     MONUMENTED       CGS
 DV0841  HISTORY     - 1960     GOOD             NGS
 DV0841  HISTORY     - 19920316 GOOD             NGS
 DV0841
 DV0841                          STATION DESCRIPTION
 DV0841
 DV0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0841'5.7 MI W FROM BUCKEYE.
 DV0841'5.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0841'STATION AT BUCKEYE, 0.1 MILE EAST OF MILEPOST 870, ABOUT 0.1 MILE WEST
 DV0841'OF A ROAD CROSSING, 276 FEET EAST OF THE NORTHEAST END OF BRIDGE NO.
 DV0841'870.08, 87 FEET SOUTH OF THE SOUTH RAIL, 10 FEET NORTH OF A FENCE, 1.7
 DV0841'FEET EAST OF A POWER POLE, 1.9 FEET WEST OF A WITNESS POST, ABOUT 4
 DV0841'1/2 FEET LOWER THAN THE RAILROAD TRACK, AND SET IN THE TOP OF A
 DV0841'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0841
 DV0841                          STATION RECOVERY (1960)
 DV0841
 DV0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0841'RECOVERED IN GOOD CONDITION.
 DV0841
 DV0841                          STATION RECOVERY (1992)
 DV0841
 DV0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0841'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0841'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0841'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0841'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0841'SOUTHERLY ALONG WILSON AVENUE, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG
 DV0841'THE SOUTHERN PACIFIC RAILROAD, 76.5 M (251.0 FT) EAST OF THE
 DV0841'SOUTHEAST CORNER OF A RAILROAD BRIDGE, 26.6 M (87.3 FT) SOUTH OF THE
 DV0841'NEAR RAIL, 2.7 M (8.9 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 1.4 M
 DV0841'(4.6 FT) NORTH OF THE NORTH BANK OF AN IRRIGATION DITCH, 1.0 M (3.3
 DV0841'FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) EAST OF A UTILITY
 DV0841'POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 DV0841'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1094 ***********************************************************************
 DA1094  DESIGNATION -  E 323
 DA1094  PID         -  DA1094
 DA1094  STATE/COUNTY-  AZ/YUMA
 DA1094  USGS QUAD   -  DATELAND (1982)
 DA1094
 DA1094                         *CURRENT SURVEY CONTROL
 DA1094  ___________________________________________________________________
 DA1094* NAD 83(1992)-  32 46 13.67076(N)    113 36 29.08824(W)     ADJUSTED  
 DA1094* NAVD 88     -       124.137  (meters)     407.27   (feet)  ADJUSTED  
 DA1094  ___________________________________________________________________
 DA1094  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DA1094  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA1094  DYNAMIC HT  -         123.995 (meters)     406.81  (feet)  COMP
 DA1094  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 DA1094
 DA1094  HORZ ORDER  -  SECOND
 DA1094  VERT ORDER  -  FIRST     CLASS II
 DA1094
 DA1094.The horizontal coordinates were established by classical geodetic methods
 DA1094.and adjusted by the National Geodetic Survey in August 1993.
 DA1094
 DA1094.The orthometric height was determined by differential leveling
 DA1094.and adjusted in June 1991.
 DA1094
 DA1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1094
 DA1094.The geoid height was determined by GEOID03.
 DA1094
 DA1094.The dynamic height is computed by dividing the NAVD 88
 DA1094.geopotential number by the normal gravity value computed on the
 DA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1094.degrees latitude (g = 980.6199 gals.).
 DA1094
 DA1094.The modeled gravity was interpolated from observed gravity values.
 DA1094
 DA1094;                    North         East     Units Scale Factor Converg.
 DA1094;SPC AZ W     -   196,313.459   226,656.229   MT  0.99993551   +0 04 36.5
 DA1094;SPC AZ W     -   644,073.03    743,622.80   iFT  0.99993551   +0 04 36.5
 DA1094;UTM  12      - 3,628,851.914   255,699.926   MT  1.00033598   -1 24 44.6
 DA1094
 DA1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1094!SPC AZ W     -   0.99998560  x   0.99993551  =   0.99992111
 DA1094!UTM  12      -   0.99998560  x   1.00033598  =   1.00032158
 DA1094
 DA1094                          SUPERSEDED SURVEY CONTROL
 DA1094
 DA1094  NAD 83(1986)-  32 46 13.66547(N)    113 36 29.09465(W) AD(       ) 2
 DA1094  NAD 27      -  32 46 13.49220(N)    113 36 26.39070(W) AD(       ) 2
 DA1094  NGVD 29 (??/??/92)  123.534  (m)          405.29   (f) ADJ UNCH    1 2
 DA1094
 DA1094.Superseded values are not recommended for survey control.
 DA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1094.See file dsdata.txt to determine how the superseded data were derived.
 DA1094
 DA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5570028852(NAD 83)
 DA1094_MARKER: DB = BENCH MARK DISK
 DA1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1094_STAMPING: E 323 1952
 DA1094_MARK LOGO: CGS   
 DA1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1094
 DA1094  HISTORY     - Date     Condition        Report By
 DA1094  HISTORY     - 1960     MONUMENTED       CGS
 DA1094  HISTORY     - 1965     GOOD             USGS
 DA1094  HISTORY     - 1981     GOOD             NGS
 DA1094  HISTORY     - 1981     GOOD             NGS
 DA1094
 DA1094                          STATION DESCRIPTION
 DA1094
 DA1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1094'STATION IS A STANDARD BENCH MARK DISK, STAMPED
 DA1094'B M E 323 1952, SET IN A CYLINDRICAL CONCRETE POST 47.5 FEET
 DA1094'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD,
 DA1094'3 FEET WEST OF RAILROAD MILEPOST AND 2 FEET EAST OF A WOODEN
 DA1094'WITNESS POST.
 DA1094'
 DA1094'STATION CRIST IS 4.6 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1094'DATELAND POST OFFICE, 105 FEET NORTH OF THE CENTER LINE OF
 DA1094'THE SOUTHERN PACIFIC RAILROAD, 49 FEET SOUTH OF THE CENTER
 DA1094'LINE OF THE OLD ALIGNMENT OF U.S. HIGHWAY 80 AND 4.5 FEET
 DA1094'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1094
 DA1094                          STATION RECOVERY (1965)
 DA1094
 DA1094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1094'4.6 MI W FROM DATELAND.
 DA1094'4.6 MILES WESTWARD ALONG US. HWY. 80 FROM THE POST OFFICE AT DATELAND,
 DA1094'9.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1094'THE WATER TANK AT AZTEC, BETWEEN FORMER U.S. HIGHWAY 80 AND THE
 DA1094'RAILROAD TRACKS, 180 FEET SOUTHWARD FROM THE CENTER LINE OF THE OLD
 DA1094'HIGHWAY, IN THE LINE OF POLES AND 3 FEET SOUTHWEST FROM RAILROAD MILE
 DA1094'POST 802, 95.2 FEET SOUTHWEST FROM THE TRIANGULATION STATION CRIST, 2
 DA1094'FEET NORTHWEST FROM WHITE WOODEN WITNESS POST, PROJECTING 5-INCHES
 DA1094'ABOVE GROUND.
 DA1094
 DA1094                          STATION RECOVERY (1981)
 DA1094
 DA1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1094'16.5 KM (10.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1094'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 802, 13.7 M (45.0 FT)
 DA1094'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 31.1 M (102 FT)
 DA1094'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 29.0 M (95.2 FT)
 DA1094'SOUTHWEST OF TRIANGULATION STATION CRIST, 0.9 M (3.0 FT) SOUTHWEST OF
 DA1094'THE MILEPOLE.
 DA1094'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1094'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1094
 DA1094                          STATION RECOVERY (1981)
 DA1094
 DA1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1094'16.5 KM (10.25 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1094'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 802, 13.7 M (45.0 FT)
 DA1094'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 31.1 M (102 FT)
 DA1094'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 29.0 M (95.2 FT)
 DA1094'SOUTHWEST OF TRIANGULATION STATION CRIST, 0.9 M (3.0 FT) SOUTHWEST OF
 DA1094'THE MILEPOLE.
 DA1094'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1094'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0449 ***********************************************************************
 CY0449  DESIGNATION -  E 324
 CY0449  PID         -  CY0449
 CY0449  STATE/COUNTY-  AZ/COCHISE
 CY0449  USGS QUAD   -  LUZENA (1979)
 CY0449
 CY0449                         *CURRENT SURVEY CONTROL
 CY0449  ___________________________________________________________________
 CY0449* NAD 83(1986)-  32 20 41.     (N)    109 33 24.     (W)     SCALED    
 CY0449* NAVD 88     -      1194.22   (+/-2cm)    3918.0    (feet)  VERTCON   
 CY0449  ___________________________________________________________________
 CY0449  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0449  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0449
 CY0449.The horizontal coordinates were scaled from a topographic map and have
 CY0449.an estimated accuracy of +/- 6 seconds.
 CY0449
 CY0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0449.The vertical order pertains to the NGVD 29 superseded value.
 CY0449
 CY0449.The geoid height was determined by GEOID03.
 CY0449
 CY0449;                    North         East    Units  Estimated Accuracy
 CY0449;SPC AZ E     -   149,250.      270,780.      MT  (+/- 180 meters Scaled)
 CY0449
 CY0449                          SUPERSEDED SURVEY CONTROL
 CY0449
 CY0449  NGVD 29 (??/??/92) 1193.440  (m)         3915.48   (f) ADJ UNCH    1 2
 CY0449
 CY0449.Superseded values are not recommended for survey control.
 CY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0449.See file dsdata.txt to determine how the superseded data were derived.
 CY0449
 CY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA358795(NAD 83)
 CY0449_MARKER: DB = BENCH MARK DISK
 CY0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0449_STAMPING: E 324 1952
 CY0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0449+STABILITY: SURFACE MOTION
 CY0449
 CY0449  HISTORY     - Date     Condition        Report By
 CY0449  HISTORY     - 1952     MONUMENTED       CGS
 CY0449  HISTORY     - 1960     GOOD             NGS
 CY0449
 CY0449                          STATION DESCRIPTION
 CY0449
 CY0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0449'4.3 MI W FROM BOWIE.
 CY0449'4.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILOAD FROM THE
 CY0449'STATION AT BOWIE, 0.15 MILE EAST OF MILEPOLE NUMBER 1094, AT SEMAPHORE
 CY0449'NUMBER 1094.4, 103.2 FEET NORTH OF THE SEMAPHORE, 94 1/2 FEET NORTH OF
 CY0449'THE NORTH RAIL, 11 1/2 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD,
 CY0449'6.3 FEET SOUTH OF A FENCE, 1.9 FEET WEST OF A WITNESS POST, ABOUT 1/2
 CY0449'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CY0449'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CY0449
 CY0449                          STATION RECOVERY (1960)
 CY0449
 CY0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0365 ***********************************************************************
 CY0365  DESIGNATION -  E 325
 CY0365  PID         -  CY0365
 CY0365  STATE/COUNTY-  AZ/COCHISE
 CY0365  USGS QUAD   -  COCHISE (1985)
 CY0365
 CY0365                         *CURRENT SURVEY CONTROL
 CY0365  ___________________________________________________________________
 CY0365* NAD 83(1986)-  32 06 12.     (N)    109 55 51.     (W)     SCALED    
 CY0365* NAVD 88     -      1299.36   (+/-2cm)    4263.0    (feet)  VERTCON   
 CY0365  ___________________________________________________________________
 CY0365  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0365
 CY0365.The horizontal coordinates were scaled from a topographic map and have
 CY0365.an estimated accuracy of +/- 6 seconds.
 CY0365
 CY0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0365.The vertical order pertains to the NGVD 29 superseded value.
 CY0365
 CY0365.The geoid height was determined by GEOID03.
 CY0365
 CY0365;                    North         East    Units  Estimated Accuracy
 CY0365;SPC AZ E     -   122,350.      235,620.      MT  (+/- 180 meters Scaled)
 CY0365
 CY0365                          SUPERSEDED SURVEY CONTROL
 CY0365
 CY0365  NGVD 29 (??/??/92) 1298.581  (m)         4260.43   (f) ADJ UNCH    1 2
 CY0365
 CY0365.Superseded values are not recommended for survey control.
 CY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0365.See file dsdata.txt to determine how the superseded data were derived.
 CY0365
 CY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA008523(NAD 83)
 CY0365_MARKER: DB = BENCH MARK DISK
 CY0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0365_SP_SET: BRIDGE
 CY0365_STAMPING: E 325 1952
 CY0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0365
 CY0365  HISTORY     - Date     Condition        Report By
 CY0365  HISTORY     - 1952     MONUMENTED       CGS
 CY0365
 CY0365                          STATION DESCRIPTION
 CY0365
 CY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0365'1.0 MI SW FROM COCHISE.
 CY0365'1.0 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0365'THE STATION AT COCHISE, 0.05 MILE SOUTHWEST OF MILEPOLE NUMBER 1063,
 CY0365'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 CY0365'BRIDGE NUMBER 1062.94, 118 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 CY0365'THE ROAD, 7.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.8 FOOT SOUTHWEST
 CY0365'OF THE NORTHEAST EDGE OF THE BRIDGE, ABOUT 1.0 FOOT LOWER THAN THE
 CY0365'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0035 ***********************************************************************
 CG0035  DESIGNATION -  E 326
 CG0035  PID         -  CG0035
 CG0035  STATE/COUNTY-  AZ/COCHISE
 CG0035  USGS QUAD   -  SAINT DAVID (1973)
 CG0035
 CG0035                         *CURRENT SURVEY CONTROL
 CG0035  ___________________________________________________________________
 CG0035* NAD 83(1986)-  31 57 11.     (N)    110 10 17.     (W)     SCALED    
 CG0035* NAVD 88     -      1245.68   (+/-2cm)    4086.9    (feet)  VERTCON   
 CG0035  ___________________________________________________________________
 CG0035  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CG0035  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0035
 CG0035.The horizontal coordinates were scaled from a topographic map and have
 CG0035.an estimated accuracy of +/- 6 seconds.
 CG0035
 CG0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0035.The vertical order pertains to the NGVD 29 superseded value.
 CG0035
 CG0035.The geoid height was determined by GEOID03.
 CG0035
 CG0035;                    North         East    Units  Estimated Accuracy
 CG0035;SPC AZ E     -   105,660.      212,910.      MT  (+/- 180 meters Scaled)
 CG0035
 CG0035                          SUPERSEDED SURVEY CONTROL
 CG0035
 CG0035  NGVD 29 (??/??/92) 1244.842  (m)         4084.12   (f) ADJ UNCH    1 2
 CG0035
 CG0035.Superseded values are not recommended for survey control.
 CG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0035.See file dsdata.txt to determine how the superseded data were derived.
 CG0035
 CG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA783355(NAD 83)
 CG0035_MARKER: DB = BENCH MARK DISK
 CG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0035_STAMPING: E 326 1952
 CG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0035+STABILITY: SURFACE MOTION
 CG0035
 CG0035  HISTORY     - Date     Condition        Report By
 CG0035  HISTORY     - 1952     MONUMENTED       CGS
 CG0035
 CG0035                          STATION DESCRIPTION
 CG0035
 CG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0035'9.3 MI E FROM BENSON.
 CG0035'9.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0035'STATION AT BENSON, AT MILEPOLE 1042, 1.1 MILES EAST OF THE SIGN AND
 CG0035'SECTION HOUSE AT SIBYL, 147.0 FEET SOUTH ACROSS THE ROAD FROM THE
 CG0035'RAILROAD TRACK FROM MILEPOLE 1042, 96.5 FEET SOUTH OF THE SOUTH RAIL,
 CG0035'3.3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 2.1 FEET WEST OF A
 CG0035'WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE TRACK, AND SET IN THE
 CG0035'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0200 ***********************************************************************
 DU0200  DESIGNATION -  E 327
 DU0200  PID         -  DU0200
 DU0200  STATE/COUNTY-  AZ/GRAHAM
 DU0200  USGS QUAD   -  CALVA (1989)
 DU0200
 DU0200                         *CURRENT SURVEY CONTROL
 DU0200  ___________________________________________________________________
 DU0200* NAD 83(1986)-  33 12 11.     (N)    110 10 29.     (W)     SCALED    
 DU0200* NAVD 88     -       862.276  (meters)    2828.98   (feet)  ADJUSTED  
 DU0200  ___________________________________________________________________
 DU0200  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DU0200  DYNAMIC HT  -         861.103 (meters)    2825.14  (feet)  COMP
 DU0200  MODELED GRAV-     979,249.0   (mgal)                       NAVD 88
 DU0200
 DU0200  VERT ORDER  -  FIRST     CLASS II
 DU0200
 DU0200.The horizontal coordinates were scaled from a topographic map and have
 DU0200.an estimated accuracy of +/- 6 seconds.
 DU0200
 DU0200.The orthometric height was determined by differential leveling
 DU0200.and adjusted in June 1991.
 DU0200
 DU0200.The geoid height was determined by GEOID03.
 DU0200
 DU0200.The dynamic height is computed by dividing the NAVD 88
 DU0200.geopotential number by the normal gravity value computed on the
 DU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0200.degrees latitude (g = 980.6199 gals.).
 DU0200
 DU0200.The modeled gravity was interpolated from observed gravity values.
 DU0200
 DU0200;                    North         East    Units  Estimated Accuracy
 DU0200;SPC AZ E     -   244,270.      212,610.      MT  (+/- 180 meters Scaled)
 DU0200
 DU0200                          SUPERSEDED SURVEY CONTROL
 DU0200
 DU0200  NGVD 29 (??/??/92)  861.691  (m)         2827.06   (f) ADJ UNCH    1 2
 DU0200
 DU0200.Superseded values are not recommended for survey control.
 DU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0200.See file dsdata.txt to determine how the superseded data were derived.
 DU0200
 DU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB769741(NAD 83)
 DU0200_MARKER: DB = BENCH MARK DISK
 DU0200_SETTING: 66 = SET IN ROCK OUTCROP
 DU0200_SP_SET: BEDROCK
 DU0200_STAMPING: E 327 1952
 DU0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0200+STABILITY: POSITION/ELEVATION WELL
 DU0200
 DU0200  HISTORY     - Date     Condition        Report By
 DU0200  HISTORY     - 1952     MONUMENTED       CGS
 DU0200  HISTORY     - 1979     GOOD             NGS
 DU0200
 DU0200                          STATION DESCRIPTION
 DU0200
 DU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0200'2.4 MI NE FROM CALVA.
 DU0200'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0200'COMPANY RAILROAD STATION AT CALVA, THENCE 1.9 MILES NORTHEAST ALONG
 DU0200'THE CALVA - ASH CREEK ROAD, ON TOP OF A LONG RIDGE, 28 FEET WEST OF
 DU0200'THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHEAST OF A CAIRN, ABOUT
 DU0200'LEVEL WITH THE ROAD, AND IN THE TOP OF A SANDSTONE BEDROCK ABOUT FLUSH
 DU0200'WITH THE GROUND.
 DU0200
 DU0200                          STATION RECOVERY (1979)
 DU0200
 DU0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0200'ADD--THIS BENCH MARK CAN BE REACHED BY GOING 11.3 KILOMETERS (7.0
 DU0200'MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DU0200'BYLAS, THENCE 1.0 KILOMETER (0.6 MILE) NORTH ALONG A DIRT ROAD,
 DU0200'THE MARK IS 1 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0388 ***********************************************************************
 ES0388  DESIGNATION -  E 329
 ES0388  PID         -  ES0388
 ES0388  STATE/COUNTY-  AZ/YAVAPAI
 ES0388  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0388
 ES0388                         *CURRENT SURVEY CONTROL
 ES0388  ___________________________________________________________________
 ES0388* NAD 83(1986)-  34 21 13.     (N)    111 40 55.     (W)     SCALED    
 ES0388* NAVD 88     -      1133.03   (+/-2cm)    3717.3    (feet)  VERTCON   
 ES0388  ___________________________________________________________________
 ES0388  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 ES0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0388
 ES0388.The horizontal coordinates were scaled from a topographic map and have
 ES0388.an estimated accuracy of +/- 6 seconds.
 ES0388
 ES0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0388.The vertical order pertains to the NGVD 29 superseded value.
 ES0388
 ES0388.The geoid height was determined by GEOID03.
 ES0388
 ES0388;                    North         East    Units  Estimated Accuracy
 ES0388;SPC AZ C     -   371,900.      234,950.      MT  (+/- 180 meters Scaled)
 ES0388
 ES0388                          SUPERSEDED SURVEY CONTROL
 ES0388
 ES0388  NGVD 29 (??/??/92) 1132.320  (m)         3714.95   (f) ADJ UNCH    2 0
 ES0388
 ES0388.Superseded values are not recommended for survey control.
 ES0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0388.See file dsdata.txt to determine how the superseded data were derived.
 ES0388
 ES0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372015(NAD 83)
 ES0388_MARKER: DB = BENCH MARK DISK
 ES0388_SETTING: 66 = SET IN ROCK OUTCROP
 ES0388_SP_SET: ROCK OUTCROP
 ES0388_STAMPING: E 329 1952
 ES0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0388+STABILITY: POSITION/ELEVATION WELL
 ES0388
 ES0388  HISTORY     - Date     Condition        Report By
 ES0388  HISTORY     - 1952     MONUMENTED       CGS
 ES0388
 ES0388                          STATION DESCRIPTION
 ES0388
 ES0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0388'3.1 MI NE FROM VERDE HOT SPRINGS.
 ES0388'3.1 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0388'HOTEL, AT THE Y JUNCTION OF A VERY DIM TRACK ROAD, LEADING NORTH, 0.2
 ES0388'MILE NORTH OF A WATER STORAGE TANK, 107 FEET NORTH OF THE CENTER LINE
 ES0388'OF THE ROAD JUNCTION, 64 FEET WEST OF THE CENTER LINE AND ABOUT 12
 ES0388'FEET LOWER THAN THE ROAD (SLOPING DISTANCE), 50 FEET EAST OF A 60-INCH
 ES0388'CONCRETE WATER LINE (SLOPING DISTANCE), AND IN THE TOP OF A 3-FOOT BY
 ES0388'3-FOOT BROWN ROCK OUTCROP PROJECTING 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0137 ***********************************************************************
 GO0137  DESIGNATION -  E 33
 GO0137  PID         -  GO0137
 GO0137  STATE/COUNTY-  AZ/APACHE
 GO0137  USGS QUAD   -  CHINLE (1982)
 GO0137
 GO0137                         *CURRENT SURVEY CONTROL
 GO0137  ___________________________________________________________________
 GO0137* NAD 83(1986)-  36 08 41.     (N)    109 35 52.     (W)     SCALED    
 GO0137* NAVD 88     -      1682.757  (meters)    5520.85   (feet)  ADJUSTED  
 GO0137  ___________________________________________________________________
 GO0137  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 GO0137  DYNAMIC HT  -        1680.640 (meters)    5513.90  (feet)  COMP
 GO0137  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 GO0137
 GO0137  VERT ORDER  -  FIRST     CLASS II
 GO0137
 GO0137.The horizontal coordinates were scaled from a topographic map and have
 GO0137.an estimated accuracy of +/- 6 seconds.
 GO0137
 GO0137.The orthometric height was determined by differential leveling
 GO0137.and adjusted in June 1991.
 GO0137
 GO0137.The geoid height was determined by GEOID03.
 GO0137
 GO0137.The dynamic height is computed by dividing the NAVD 88
 GO0137.geopotential number by the normal gravity value computed on the
 GO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0137.degrees latitude (g = 980.6199 gals.).
 GO0137
 GO0137.The modeled gravity was interpolated from observed gravity values.
 GO0137
 GO0137;                    North         East    Units  Estimated Accuracy
 GO0137;SPC AZ E     -   570,720.      264,550.      MT  (+/- 180 meters Scaled)
 GO0137
 GO0137                          SUPERSEDED SURVEY CONTROL
 GO0137
 GO0137  NGVD 29 (??/??/92) 1681.882  (m)         5517.97   (f) ADJ UNCH    1 2
 GO0137
 GO0137.Superseded values are not recommended for survey control.
 GO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0137.See file dsdata.txt to determine how the superseded data were derived.
 GO0137
 GO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF261009(NAD 83)
 GO0137_MARKER: DB = BENCH MARK DISK
 GO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0137_STAMPING: E 33 1933
 GO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0137+STABILITY: SURFACE MOTION
 GO0137
 GO0137  HISTORY     - Date     Condition        Report By
 GO0137  HISTORY     - 1933     MONUMENTED       CGS
 GO0137  HISTORY     - 1934     GOOD             NGS
 GO0137
 GO0137                          STATION DESCRIPTION
 GO0137
 GO0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0137'3.1 MI SW FROM CHIN LEE.
 GO0137'ABOUT 3.1 MILES SOUTHWEST ALONG THE ROAD TO GANADO FROM THE POST
 GO0137'OFFICE AT CHIN LEE, APACHE COUNTY, 232 FEET SOUTH OF THE SOUTH CORNER
 GO0137'OF A WOODEN BRIDGE OVER A WASH, 115 FEET SOUTHEAST OF THE CENTERLINE
 GO0137'OF THE ROAD MEASURED FROM A POINT 70 YARDS SOUTH OF THE SOUTH END OF
 GO0137'THE BRIDGE, AND 6 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED E
 GO0137'33 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0316 ***********************************************************************
 CY0316  DESIGNATION -  E 330
 CY0316  PID         -  CY0316
 CY0316  STATE/COUNTY-  AZ/COCHISE
 CY0316  USGS QUAD   -  VANAR (1987)
 CY0316
 CY0316                         *CURRENT SURVEY CONTROL
 CY0316  ___________________________________________________________________
 CY0316* NAD 83(1986)-  32 14 29.     (N)    109 05 51.     (W)     SCALED    
 CY0316* NAVD 88     -      1190.405  (meters)    3905.52   (feet)  ADJUSTED  
 CY0316  ___________________________________________________________________
 CY0316  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CY0316  DYNAMIC HT  -        1188.639 (meters)    3899.73  (feet)  COMP
 CY0316  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 CY0316
 CY0316  VERT ORDER  -  FIRST     CLASS II
 CY0316
 CY0316.The horizontal coordinates were scaled from a topographic map and have
 CY0316.an estimated accuracy of +/- 6 seconds.
 CY0316
 CY0316.The orthometric height was determined by differential leveling
 CY0316.and adjusted in June 1991.
 CY0316
 CY0316.The geoid height was determined by GEOID03.
 CY0316
 CY0316.The dynamic height is computed by dividing the NAVD 88
 CY0316.geopotential number by the normal gravity value computed on the
 CY0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0316.degrees latitude (g = 980.6199 gals.).
 CY0316
 CY0316.The modeled gravity was interpolated from observed gravity values.
 CY0316
 CY0316;                    North         East    Units  Estimated Accuracy
 CY0316;SPC AZ E     -   138,130.      314,120.      MT  (+/- 180 meters Scaled)
 CY0316
 CY0316                          SUPERSEDED SURVEY CONTROL
 CY0316
 CY0316  NGVD 29 (??/??/92) 1189.668  (m)         3903.10   (f) ADJ UNCH    1 2
 CY0316
 CY0316.Superseded values are not recommended for survey control.
 CY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0316.See file dsdata.txt to determine how the superseded data were derived.
 CY0316
 CY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA792687(NAD 83)
 CY0316_MARKER: DB = BENCH MARK DISK
 CY0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0316_STAMPING: E 330 1952
 CY0316_PROJECTION: PROJECTING 9 CENTIMETERS
 CY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0316+STABILITY: SURFACE MOTION
 CY0316
 CY0316  HISTORY     - Date     Condition        Report By
 CY0316  HISTORY     - 1952     MONUMENTED       CGS
 CY0316  HISTORY     - 1960     GOOD             NGS
 CY0316  HISTORY     - 1979     GOOD             NGS
 CY0316
 CY0316                          STATION DESCRIPTION
 CY0316
 CY0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0316'7.9 MI E FROM SAN SIMON.
 CY0316'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0316'RAILROAD STATION AT SAN SIMON, THENCE 6.75 MILES EAST ALONG STATE
 CY0316'HIGHWAY 86, THENCE 1.0 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 CY0316'107 FEET SOUTH OF MILEPOST 1122, 48.7 FEET SOUTH OF THE SOUTH RAIL, 31
 CY0316'FEET WEST OF A TELEPHONE POLE, 4 FEET EAST OF A WITNESS POST, SET IN
 CY0316'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CY0316
 CY0316                          STATION RECOVERY (1960)
 CY0316
 CY0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0316'RECOVERED IN GOOD CONDITION.
 CY0316
 CY0316                          STATION RECOVERY (1979)
 CY0316
 CY0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0316'12.3 KILOMETERS (7.7 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0316'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0316'0.2 KILOMETER (0.1 MILE) EAST OF RAILROAD CULVERT 1121.95,
 CY0316'32.8 METERS (107.4 FEET) SOUTH OF AND ACROSS THE TRACKS FROM
 CY0316'MILE POST 1122, 14.7 METERS (48.2 FEET) SOUTH OF THE SOUTH RAIL,
 CY0316'9.5 METERS (31.0 FEET) WEST SOUTHWEST OF THE 2/ND TELEPHONE
 CY0316'POLE EAST OF CULVERT 1121.95,
 CY0316'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CY0316'THE MARK IS 2 M BELOW THE RAILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0394 ***********************************************************************
 ES0394  DESIGNATION -  E 330
 ES0394  PID         -  ES0394
 ES0394  STATE/COUNTY-  AZ/YAVAPAI
 ES0394  USGS QUAD   -  ARNOLD MESA (1967)
 ES0394
 ES0394                         *CURRENT SURVEY CONTROL
 ES0394  ___________________________________________________________________
 ES0394* NAD 83(1986)-  34 28 55.     (N)    111 58 46.     (W)     SCALED    
 ES0394* NAVD 88     -      1468.72   (+/-2cm)    4818.6    (feet)  VERTCON   
 ES0394  ___________________________________________________________________
 ES0394  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 ES0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0394
 ES0394.The horizontal coordinates were scaled from a topographic map and have
 ES0394.an estimated accuracy of +/- 6 seconds.
 ES0394
 ES0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0394.The vertical order pertains to the NGVD 29 superseded value.
 ES0394
 ES0394.The geoid height was determined by GEOID03.
 ES0394
 ES0394;                    North         East    Units  Estimated Accuracy
 ES0394;SPC AZ C     -   386,110.      207,590.      MT  (+/- 180 meters Scaled)
 ES0394
 ES0394                          SUPERSEDED SURVEY CONTROL
 ES0394
 ES0394  NGVD 29 (??/??/92) 1467.915  (m)         4815.98   (f) ADJ UNCH    2 0
 ES0394
 ES0394.Superseded values are not recommended for survey control.
 ES0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0394.See file dsdata.txt to determine how the superseded data were derived.
 ES0394
 ES0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD100160(NAD 83)
 ES0394_MARKER: DB = BENCH MARK DISK
 ES0394_SETTING: 80 = SET IN A BOULDER
 ES0394_SP_SET: BOULDER
 ES0394_STAMPING: E 330 1952
 ES0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0394+STABILITY: SURFACE MOTION
 ES0394
 ES0394  HISTORY     - Date     Condition        Report By
 ES0394  HISTORY     - 1952     MONUMENTED       CGS
 ES0394  HISTORY     - 20080816 GOOD             GEOCAC
 ES0394
 ES0394                          STATION DESCRIPTION
 ES0394
 ES0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0394'16.0 MI SE FROM CHERRY.
 ES0394'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0394'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTH
 ES0394'ALONG THE FLOWERPOT RANCH ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM
 ES0394'TRACK ROAD, THENCE 0.7 MILES SOUTH ALONG A DIM ABANDONED WAGON ROAD,
 ES0394'AT THE TOP OF A STEEP GRADE, SET ON TOP AND NEAR THE EAST END OF A 5
 ES0394'1/2-FOOT BY 3 1/2-FOOT EMBEDDED RED BOULDER PROJECTING 1 1/2 FEET
 ES0394'ABOVE THE GROUND, MARKED WITH THE WHITE PAINTED LETTERS BM, 0.2 MILE
 ES0394'NORTH OF A SADDLE AND DIVIDE, ABOUT 125 FEET SOUTH OF THE TOP OF THE
 ES0394'GRADE, 10 FEET EAST OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER THAN
 ES0394'THE TRAIL.
 ES0394
 ES0394                          STATION RECOVERY (2008)
 ES0394
 ES0394'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0539 ***********************************************************************
 DA0539  DESIGNATION -  E 332
 DA0539  PID         -  DA0539
 DA0539  STATE/COUNTY-  AZ/MARICOPA
 DA0539  USGS QUAD   -  DEADMAN GAP (1986)
 DA0539
 DA0539                         *CURRENT SURVEY CONTROL
 DA0539  ___________________________________________________________________
 DA0539* NAD 83(1986)-  32 35 58.     (N)    112 51 07.     (W)     SCALED    
 DA0539* NAVD 88     -       363.827  (meters)    1193.66   (feet)  ADJUSTED  
 DA0539  ___________________________________________________________________
 DA0539  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0539  DYNAMIC HT  -         363.381 (meters)    1192.19  (feet)  COMP
 DA0539  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 DA0539
 DA0539  VERT ORDER  -  FIRST     CLASS II
 DA0539
 DA0539.The horizontal coordinates were scaled from a topographic map and have
 DA0539.an estimated accuracy of +/- 6 seconds.
 DA0539
 DA0539.The orthometric height was determined by differential leveling
 DA0539.and adjusted in June 1991.
 DA0539
 DA0539.The geoid height was determined by GEOID03.
 DA0539
 DA0539.The dynamic height is computed by dividing the NAVD 88
 DA0539.geopotential number by the normal gravity value computed on the
 DA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0539.degrees latitude (g = 980.6199 gals.).
 DA0539
 DA0539.The modeled gravity was interpolated from observed gravity values.
 DA0539
 DA0539;                    North         East    Units  Estimated Accuracy
 DA0539;SPC AZ C     -   177,720.      125,570.      MT  (+/- 180 meters Scaled)
 DA0539
 DA0539                          SUPERSEDED SURVEY CONTROL
 DA0539
 DA0539  NGVD 29 (??/??/92)  363.181  (m)         1191.54   (f) ADJ UNCH    1 2
 DA0539
 DA0539.Superseded values are not recommended for survey control.
 DA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0539.See file dsdata.txt to determine how the superseded data were derived.
 DA0539
 DA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB262083(NAD 83)
 DA0539_MARKER: DB = BENCH MARK DISK
 DA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0539_STAMPING: E 332 1953
 DA0539_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0539+STABILITY: SURFACE MOTION
 DA0539
 DA0539  HISTORY     - Date     Condition        Report By
 DA0539  HISTORY     - 1953     MONUMENTED       CGS
 DA0539  HISTORY     - 1980     GOOD             NGS
 DA0539
 DA0539                          STATION DESCRIPTION
 DA0539
 DA0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0539'17.6 MI N FROM AJO.
 DA0539'17.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0539'FROM THE STATION AT AJO, 1 POLE SOUTH OF MILEPOLE 26, 103 FEET EAST OF
 DA0539'THE CENTER LINE OF AN ABANDONED HIGHWAY, 95.0 FEET WEST OF THE WEST
 DA0539'RAIL, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET NORTH OF A
 DA0539'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 DA0539'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0539
 DA0539                          STATION RECOVERY (1980)
 DA0539
 DA0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0539'28.55 KM (17.75 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0539'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.3 KM (0.2 MI)
 DA0539'NORTH OF RAILWAY BRIDGE NUMBER 262, 29.0 METERS (95.0 FT) WEST OF THE
 DA0539'WEST RAIL OF THE TRACKS, 67.7 METERS (222 FT) SOUTH OF RAILWAY
 DA0539'MILEPOLE 26, 31.1 METERS (102 FT) EAST OF THE CENTERLINE OF A DIRT
 DA0539'ROAD PARALLELING THE TRACKS.
 DA0539'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0539'THE MARK IS 09 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0330 ***********************************************************************
 DA0330  DESIGNATION -  E 333
 DA0330  PID         -  DA0330
 DA0330  STATE/COUNTY-  AZ/PIMA
 DA0330  USGS QUAD   -  AJO SOUTH (1990)
 DA0330
 DA0330                         *CURRENT SURVEY CONTROL
 DA0330  ___________________________________________________________________
 DA0330* NAD 83(1986)-  32 19 19.     (N)    112 46 18.     (W)     SCALED    
 DA0330* NAVD 88     -       503.983  (meters)    1653.48   (feet)  ADJUSTED  
 DA0330  ___________________________________________________________________
 DA0330  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0330  DYNAMIC HT  -         503.332 (meters)    1651.35  (feet)  COMP
 DA0330  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 DA0330
 DA0330  VERT ORDER  -  FIRST     CLASS II
 DA0330
 DA0330.The horizontal coordinates were scaled from a topographic map and have
 DA0330.an estimated accuracy of +/- 6 seconds.
 DA0330
 DA0330.The orthometric height was determined by differential leveling
 DA0330.and adjusted in June 1991.
 DA0330
 DA0330.The geoid height was determined by GEOID03.
 DA0330
 DA0330.The dynamic height is computed by dividing the NAVD 88
 DA0330.geopotential number by the normal gravity value computed on the
 DA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0330.degrees latitude (g = 980.6199 gals.).
 DA0330
 DA0330.The modeled gravity was interpolated from observed gravity values.
 DA0330
 DA0330;                    North         East    Units  Estimated Accuracy
 DA0330;SPC AZ C     -   146,890.      132,860.      MT  (+/- 180 meters Scaled)
 DA0330
 DA0330                          SUPERSEDED SURVEY CONTROL
 DA0330
 DA0330  NGVD 29 (??/??/92)  503.271  (m)         1651.15   (f) ADJ UNCH    1 2
 DA0330
 DA0330.Superseded values are not recommended for survey control.
 DA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0330.See file dsdata.txt to determine how the superseded data were derived.
 DA0330
 DA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA332775(NAD 83)
 DA0330_MARKER: DB = BENCH MARK DISK
 DA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0330_STAMPING: E 333 1953
 DA0330_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0330+STABILITY: SURFACE MOTION
 DA0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0330+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0330
 DA0330  HISTORY     - Date     Condition        Report By
 DA0330  HISTORY     - 1953     MONUMENTED       CGS
 DA0330  HISTORY     - 1981     GOOD             NGS
 DA0330  HISTORY     - 19970305 GOOD             USPSQD
 DA0330  HISTORY     - 20060218 GOOD             USPSQD
 DA0330
 DA0330                          STATION DESCRIPTION
 DA0330
 DA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0330'6.65 MI SE FROM AJO.
 DA0330'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0330'FROM THE STATION AT AJO, THENCE 6.5 MILES SOUTHEAST ALONG STATE
 DA0330'HIGHWAY 86, AT THE SOUTHEAST END OF A CURVE, AT THE T JUNCTION OF A
 DA0330'DIM TRACK ROAD LEADING SOUTHWEST, 53.7 FEET SOUTHWEST OF THE CENTER
 DA0330'LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0330'2.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 DA0330'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0330'ABOVE THE GROUND.
 DA0330
 DA0330                          STATION RECOVERY (1981)
 DA0330
 DA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0330'6.9 KM (4.3 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0330'STATE HIGHWAY 86 IN WHY, ALSO 10.5 KM (6.5 MI) SOUTHEAST ALONG STATE
 DA0330'HIGHWAY 85 FROM AJO, 0.6 KM (0.4 MI) NORTHEAST OF HIGHWAY MILEPOST 49,
 DA0330'16.5 M (54.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DA0330'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 DA0330'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0330
 DA0330                          STATION RECOVERY (1997)
 DA0330
 DA0330'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0330'RECOVERED IN GOOD CONDITION.
 DA0330
 DA0330                          STATION RECOVERY (2006)
 DA0330
 DA0330'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0330'RECOVERED AS DESCRIBED. HIGHWAY IS NOW 85.  NOT 86. WITNESS POST GONE.
 DA0330'GPS N32.19.20.2  W112.46.17.3
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0367 ***********************************************************************
 CG0367  DESIGNATION -  E 334
 CG0367  PID         -  CG0367
 CG0367  STATE/COUNTY-  AZ/PIMA
 CG0367  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0367
 CG0367                         *CURRENT SURVEY CONTROL
 CG0367  ___________________________________________________________________
 CG0367* NAD 83(1986)-  31 47 32.     (N)    111 00 10.     (W)     SCALED    
 CG0367* NAVD 88     -       895.98   (+/-2cm)    2939.6    (feet)  VERTCON   
 CG0367  ___________________________________________________________________
 CG0367  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0367
 CG0367.The horizontal coordinates were scaled from a topographic map and have
 CG0367.an estimated accuracy of +/- 6 seconds.
 CG0367
 CG0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0367.The vertical order pertains to the NGVD 29 superseded value.
 CG0367
 CG0367.The geoid height was determined by GEOID03.
 CG0367
 CG0367;                    North         East    Units  Estimated Accuracy
 CG0367;SPC AZ C     -    88,190.      299,900.      MT  (+/- 180 meters Scaled)
 CG0367
 CG0367                          SUPERSEDED SURVEY CONTROL
 CG0367
 CG0367  NGVD 29 (??/??/92)  895.208  (m)         2937.03   (f) ADJ UNCH    1 2
 CG0367
 CG0367.Superseded values are not recommended for survey control.
 CG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0367.See file dsdata.txt to determine how the superseded data were derived.
 CG0367
 CG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA997174(NAD 83)
 CG0367_MARKER: DB = BENCH MARK DISK
 CG0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0367_STAMPING: E 334 1953
 CG0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0367+STABILITY: SURFACE MOTION
 CG0367
 CG0367  HISTORY     - Date     Condition        Report By
 CG0367  HISTORY     - 1953     MONUMENTED       CGS
 CG0367
 CG0367                          STATION DESCRIPTION
 CG0367
 CG0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0367'4.6 MI S FROM CONTINENTAL.
 CG0367'4.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0367'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 9 TELEPHONE POLES NORTH OF
 CG0367'MILEPOLE 1015, 142 FEET SOUTH OF AND ACROSS THE TRACK FROM A TELEPHONE
 CG0367'POLE, 95.5 FEET EAST OF THE EAST RAIL, 14 FEET EAST OF THE EAST BANK
 CG0367'OF A WASH, 2.0 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST,
 CG0367'ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CG0367'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0474 ***********************************************************************
 DA0474  DESIGNATION -  E 336
 DA0474  PID         -  DA0474
 DA0474  STATE/COUNTY-  AZ/PIMA
 DA0474  USGS QUAD   -  AJO NORTH (1990)
 DA0474
 DA0474                         *CURRENT SURVEY CONTROL
 DA0474  ___________________________________________________________________
 DA0474* NAD 83(1986)-  32 23 11.     (N)    112 45 47.     (W)     SCALED    
 DA0474* NAVD 88     -       496.35   (+/-2cm)    1628.4    (feet)  VERTCON   
 DA0474  ___________________________________________________________________
 DA0474  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DA0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0474
 DA0474.The horizontal coordinates were scaled from a topographic map and have
 DA0474.an estimated accuracy of +/- 6 seconds.
 DA0474
 DA0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0474.The vertical order pertains to the NGVD 29 superseded value.
 DA0474
 DA0474.The geoid height was determined by GEOID03.
 DA0474
 DA0474;                    North         East    Units  Estimated Accuracy
 DA0474;SPC AZ C     -   154,030.      133,730.      MT  (+/- 180 meters Scaled)
 DA0474
 DA0474                          SUPERSEDED SURVEY CONTROL
 DA0474
 DA0474  NGVD 29 (??/??/92)  495.660  (m)         1626.18   (f) ADJ UNCH    2 0
 DA0474
 DA0474.Superseded values are not recommended for survey control.
 DA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0474.See file dsdata.txt to determine how the superseded data were derived.
 DA0474
 DA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA341846(NAD 83)
 DA0474_MARKER: DB = BENCH MARK DISK
 DA0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0474_STAMPING: E 336 1961
 DA0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0474+STABILITY: SURFACE MOTION
 DA0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0474+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0474
 DA0474  HISTORY     - Date     Condition        Report By
 DA0474  HISTORY     - 1961     MONUMENTED       CGS
 DA0474  HISTORY     - 20060218 GOOD             USPSQD
 DA0474
 DA0474                          STATION DESCRIPTION
 DA0474
 DA0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0474'6.5 MI E FROM AJO.
 DA0474'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0474'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0474'STATE HIGHWAY 85.  THENCE 4.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0474'FOLLOWS A PIPE LINE. 4.7 MILES WEST OF A METAL WINDMILL, 79 FEET SOUTH
 DA0474'OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS
 DA0474'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0474'PROJECTING 6 INCHES.
 DA0474
 DA0474                          STATION RECOVERY (2006)
 DA0474
 DA0474'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0474'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0231 ***********************************************************************
 DA0231  DESIGNATION -  E 337
 DA0231  PID         -  DA0231
 DA0231  STATE/COUNTY-  AZ/PIMA
 DA0231  USGS QUAD   -  WEST OF VENTANA (1990)
 DA0231
 DA0231                         *CURRENT SURVEY CONTROL
 DA0231  ___________________________________________________________________
 DA0231* NAD 83(1986)-  32 29 47.     (N)    112 18 31.     (W)     SCALED    
 DA0231* NAVD 88     -       687.45   (+/-2cm)    2255.4    (feet)  VERTCON   
 DA0231  ___________________________________________________________________
 DA0231  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0231
 DA0231.The horizontal coordinates were scaled from a topographic map and have
 DA0231.an estimated accuracy of +/- 6 seconds.
 DA0231
 DA0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0231.The vertical order pertains to the NGVD 29 superseded value.
 DA0231
 DA0231.The geoid height was determined by GEOID03.
 DA0231
 DA0231;                    North         East    Units  Estimated Accuracy
 DA0231;SPC AZ C     -   165,970.      176,530.      MT  (+/- 180 meters Scaled)
 DA0231
 DA0231                          SUPERSEDED SURVEY CONTROL
 DA0231
 DA0231  NGVD 29 (??/??/92)  686.760  (m)         2253.15   (f) ADJ UNCH    2 0
 DA0231
 DA0231.Superseded values are not recommended for survey control.
 DA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0231.See file dsdata.txt to determine how the superseded data were derived.
 DA0231
 DA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA770962(NAD 83)
 DA0231_MARKER: DB = BENCH MARK DISK
 DA0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0231_STAMPING: E 337 1961
 DA0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0231+STABILITY: SURFACE MOTION
 DA0231
 DA0231  HISTORY     - Date     Condition        Report By
 DA0231  HISTORY     - 1961     MONUMENTED       CGS
 DA0231
 DA0231                          STATION DESCRIPTION
 DA0231
 DA0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0231'4.8 MI NW FROM VENTANA.
 DA0231'ABOUT 4.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0231'AT VENTANA.  1.2 MILES SOUTHEAST OF THE CHURCH AT KAKA, AN INDIAN
 DA0231'VILLAGE.  94 FEET NORTH OF THE JUNCTION OF THE CENTER LINES OF THE
 DA0231'GRADED DIRT ROAD AND A ROAD LEADING NORTH, 60 FEET NORTHEAST OF THE
 DA0231'CENTER LINE OF THE GRADED DIRT ROAD, 33 FEET WEST OF THE CENTER LINE
 DA0231'OF THE ROAD LEADING NORTH, 1.6 FEET NORTHWEST OF A METAL WITNESS POST,
 DA0231'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0231'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0460 ***********************************************************************
 DA0460  DESIGNATION -  E 338
 DA0460  PID         -  DA0460
 DA0460  STATE/COUNTY-  AZ/PIMA
 DA0460  USGS QUAD   -  GU VO (1990)
 DA0460
 DA0460                         *CURRENT SURVEY CONTROL
 DA0460  ___________________________________________________________________
 DA0460* NAD 83(1986)-  32 05 44.     (N)    112 36 48.     (W)     SCALED    
 DA0460* NAVD 88     -       685.93   (+/-2cm)    2250.4    (feet)  VERTCON   
 DA0460  ___________________________________________________________________
 DA0460  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0460
 DA0460.The horizontal coordinates were scaled from a topographic map and have
 DA0460.an estimated accuracy of +/- 6 seconds.
 DA0460
 DA0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0460.The vertical order pertains to the NGVD 29 superseded value.
 DA0460
 DA0460.The geoid height was determined by GEOID03.
 DA0460
 DA0460;                    North         East    Units  Estimated Accuracy
 DA0460;SPC AZ C     -   121,670.      147,600.      MT  (+/- 180 meters Scaled)
 DA0460
 DA0460                          SUPERSEDED SURVEY CONTROL
 DA0460
 DA0460  NGVD 29 (??/??/92)  685.174  (m)         2247.94   (f) ADJ UNCH    2 0
 DA0460
 DA0460.Superseded values are not recommended for survey control.
 DA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0460.See file dsdata.txt to determine how the superseded data were derived.
 DA0460
 DA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA477521(NAD 83)
 DA0460_MARKER: DB = BENCH MARK DISK
 DA0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0460_STAMPING: E 338 1961
 DA0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0460+STABILITY: SURFACE MOTION
 DA0460
 DA0460  HISTORY     - Date     Condition        Report By
 DA0460  HISTORY     - 1961     MONUMENTED       CGS
 DA0460
 DA0460                          STATION DESCRIPTION
 DA0460
 DA0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0460'26.6 MI SE FROM AJO.
 DA0460'ABOUT 0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0460'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0460'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0460'THENCE 10.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  0.1 MILE
 DA0460'NORTHWEST OF A WASH, 70 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0460'9 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A
 DA0460'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0460'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0049 ***********************************************************************
 CH0049  DESIGNATION -  E 339
 CH0049  PID         -  CH0049
 CH0049  STATE/COUNTY-  AZ/PIMA
 CH0049  USGS QUAD   -  KOM VO (1988)
 CH0049
 CH0049                         *CURRENT SURVEY CONTROL
 CH0049  ___________________________________________________________________
 CH0049* NAD 83(1986)-  31 58 32.     (N)    112 15 48.     (W)     SCALED    
 CH0049* NAVD 88     -       564.46   (+/-2cm)    1851.9    (feet)  VERTCON   
 CH0049  ___________________________________________________________________
 CH0049  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0049
 CH0049.The horizontal coordinates were scaled from a topographic map and have
 CH0049.an estimated accuracy of +/- 6 seconds.
 CH0049
 CH0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0049.The vertical order pertains to the NGVD 29 superseded value.
 CH0049
 CH0049.The geoid height was determined by GEOID03.
 CH0049
 CH0049;                    North         East    Units  Estimated Accuracy
 CH0049;SPC AZ C     -   108,210.      180,600.      MT  (+/- 180 meters Scaled)
 CH0049
 CH0049                          SUPERSEDED SURVEY CONTROL
 CH0049
 CH0049  NGVD 29 (??/??/92)  563.784  (m)         1849.68   (f) ADJ UNCH    2 0
 CH0049
 CH0049.Superseded values are not recommended for survey control.
 CH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0049.See file dsdata.txt to determine how the superseded data were derived.
 CH0049
 CH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA806384(NAD 83)
 CH0049_MARKER: DB = BENCH MARK DISK
 CH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0049_STAMPING: E 339 1961
 CH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0049+STABILITY: SURFACE MOTION
 CH0049
 CH0049  HISTORY     - Date     Condition        Report By
 CH0049  HISTORY     - 1961     MONUMENTED       CGS
 CH0049
 CH0049                          STATION DESCRIPTION
 CH0049
 CH0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0049'5.4 MI SE FROM PISINIMO.
 CH0049'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0049'PISINIMO, AN INDIAN VILLAGE.  THENCE 5.05 MILES SOUTHEAST ALONG A
 CH0049'TRAIL ROAD.  0.5 MILE SOUTH OF AND ACROSS THE TRAIL ROAD FROM A LONE
 CH0049'WINDMILL, 130 FEET WEST OF A WASH, 39 FEET SOUTH OF THE CENTER LINE OF
 CH0049'THE TRAIL ROAD, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 CH0049'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CH0049'INCHES.  NOTE-- THIS MARK IS 0.4 MILE WEST-NORTHWEST OF A 4X4-INCH
 CH0049'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 60.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0321 ***********************************************************************
 FP0321  DESIGNATION -  E 34
 FP0321  PID         -  FP0321
 FP0321  STATE/COUNTY-  AZ/APACHE
 FP0321  USGS QUAD   -  GANADO (1973)
 FP0321
 FP0321                         *CURRENT SURVEY CONTROL
 FP0321  ___________________________________________________________________
 FP0321* NAD 83(1986)-  35 42 40.     (N)    109 32 35.     (W)     SCALED    
 FP0321* NAVD 88     -      1947.407  (meters)    6389.12   (feet)  ADJUSTED  
 FP0321  ___________________________________________________________________
 FP0321  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0321  DYNAMIC HT  -        1944.748 (meters)    6380.39  (feet)  COMP
 FP0321  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 FP0321
 FP0321  VERT ORDER  -  FIRST     CLASS II
 FP0321
 FP0321.The horizontal coordinates were scaled from a topographic map and have
 FP0321.an estimated accuracy of +/- 6 seconds.
 FP0321
 FP0321.The orthometric height was determined by differential leveling
 FP0321.and adjusted in June 1991.
 FP0321
 FP0321.The geoid height was determined by GEOID03.
 FP0321
 FP0321.The dynamic height is computed by dividing the NAVD 88
 FP0321.geopotential number by the normal gravity value computed on the
 FP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0321.degrees latitude (g = 980.6199 gals.).
 FP0321
 FP0321.The modeled gravity was interpolated from observed gravity values.
 FP0321
 FP0321;                    North         East    Units  Estimated Accuracy
 FP0321;SPC AZ E     -   522,640.      269,790.      MT  (+/- 180 meters Scaled)
 FP0321
 FP0321                          SUPERSEDED SURVEY CONTROL
 FP0321
 FP0321  NGVD 29 (??/??/92) 1946.438  (m)         6385.94   (f) ADJ UNCH    1 2
 FP0321
 FP0321.Superseded values are not recommended for survey control.
 FP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0321.See file dsdata.txt to determine how the superseded data were derived.
 FP0321
 FP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE317528(NAD 83)
 FP0321_MARKER: DB = BENCH MARK DISK
 FP0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0321_SP_SET: SANDSTONE WALL
 FP0321_STAMPING: 6385.939 E 34 1933
 FP0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0321
 FP0321  HISTORY     - Date     Condition        Report By
 FP0321  HISTORY     - 1933     MONUMENTED       CGS
 FP0321  HISTORY     - 1973     GOOD             USGS
 FP0321
 FP0321                          STATION DESCRIPTION
 FP0321
 FP0321'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0321'IN GANADO.
 FP0321'AT GANADO, APACHE COUNTY, AT THE SOUTHWEST CORNER OF THE DENTAL CLINIC
 FP0321'BUILDING OF THE SAGE MEMORIAL HOSPITAL, IN THE SANDSTONE WALL, AND 3
 FP0321'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 6385.939 E 34 1933
 FP0321'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0771 ***********************************************************************
 FR0771  DESIGNATION -  E 340
 FR0771  PID         -  FR0771
 FR0771  STATE/COUNTY-  AZ/COCONINO
 FR0771  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0771
 FR0771                         *CURRENT SURVEY CONTROL
 FR0771  ___________________________________________________________________
 FR0771* NAD 83(1986)-  35 12 57.     (N)    112 21 46.     (W)     SCALED    
 FR0771* NAVD 88     -      1816.373  (meters)    5959.22   (feet)  ADJUSTED  
 FR0771  ___________________________________________________________________
 FR0771  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 FR0771  DYNAMIC HT  -        1813.910 (meters)    5951.14  (feet)  COMP
 FR0771  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 FR0771
 FR0771  VERT ORDER  -  FIRST     CLASS II
 FR0771
 FR0771.The horizontal coordinates were scaled from a topographic map and have
 FR0771.an estimated accuracy of +/- 6 seconds.
 FR0771
 FR0771.The orthometric height was determined by differential leveling
 FR0771.and adjusted in June 1991.
 FR0771.WARNING-Repeat measurements at this control monument indicate possible
 FR0771.vertical movement.
 FR0771
 FR0771.The geoid height was determined by GEOID03.
 FR0771
 FR0771.The dynamic height is computed by dividing the NAVD 88
 FR0771.geopotential number by the normal gravity value computed on the
 FR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0771.degrees latitude (g = 980.6199 gals.).
 FR0771
 FR0771.The modeled gravity was interpolated from observed gravity values.
 FR0771
 FR0771;                    North         East    Units  Estimated Accuracy
 FR0771;SPC AZ C     -   467,610.      172,750.      MT  (+/- 180 meters Scaled)
 FR0771
 FR0771                          SUPERSEDED SURVEY CONTROL
 FR0771
 FR0771  NGVD 29 (??/??/92) 1815.442  (m)         5956.16   (f) ADJ UNCH    1 2
 FR0771
 FR0771.Superseded values are not recommended for survey control.
 FR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0771.See file dsdata.txt to determine how the superseded data were derived.
 FR0771
 FR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD759978(NAD 83)
 FR0771_MARKER: DB = BENCH MARK DISK
 FR0771_SETTING: 66 = SET IN ROCK OUTCROP
 FR0771_SP_SET: ROCK OUTCROP
 FR0771_STAMPING: E 340 1958
 FR0771_MARK LOGO: CGS   
 FR0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0771+STABILITY: POSITION/ELEVATION WELL
 FR0771
 FR0771  HISTORY     - Date     Condition        Report By
 FR0771  HISTORY     - 1958     MONUMENTED       CGS
 FR0771  HISTORY     - 1982     GOOD             NGS
 FR0771
 FR0771                          STATION DESCRIPTION
 FR0771
 FR0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0771'10.9 KM (6.8 MI) EAST FROM ASH FORK.
 FR0771'10.9 KM (6.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0771'US HIGHWAY 89 IN ASH FORK, IN TOP OF A 4 BY 8 FOOT OUTCROP PROJECTING
 FR0771'2 FEET ABOVE THE GROUND, BETWEEN THE NORTH RIGHT OF WAY FENCE AND A
 FR0771'GROUP OF JUNIPERS (UNABLE TO SEE FROM THE HIGHWAY), 0.6 KM (0.4 MI) WE
 FR0771'CROSSING OF A POWER LINE, 0.5 KM (0.3 MI) WEST OF MILEPOST 153, 0.2 KM
 FR0771'(0.15 MI) EAST OF A LOW ROCK BANK BETWEEN THE HIGHWAY LANES, 0.2 KM
 FR0771'(0.15 MI) WEST OF A CULVERT WITH GUARDRAILS AND A LARGE SIGN, 28.3
 FR0771'METERS (93 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 FR0771'LANES, 2.1 METERS (7 FT) SOUTH OF A FENCE, 3 METERS (10 FT) NORTH OF A
 FR0771'JUNIPER, 9.1 METERS (30 FT) EAST OF A BRACED FENCE POST.
 FR0771'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 FR0771'THE MARK IS 3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0008 ***********************************************************************
 CH0008  DESIGNATION -  E 340
 CH0008  PID         -  CH0008
 CH0008  STATE/COUNTY-  AZ/COCONINO
 CH0008  USGS QUAD   -  BAILEY PEAK (1988)
 CH0008
 CH0008                         *CURRENT SURVEY CONTROL
 CH0008  ___________________________________________________________________
 CH0008* NAD 83(1986)-  31 48 06.     (N)    112 25 36.     (W)     SCALED    
 CH0008* NAVD 88     -       520.59   (+/-2cm)    1708.0    (feet)  VERTCON   
 CH0008  ___________________________________________________________________
 CH0008  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 CH0008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0008
 CH0008.The horizontal coordinates were scaled from a topographic map and have
 CH0008.an estimated accuracy of +/- 6 seconds.
 CH0008
 CH0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0008.The vertical order pertains to the NGVD 29 superseded value.
 CH0008
 CH0008.The geoid height was determined by GEOID03.
 CH0008
 CH0008;                    North         East    Units  Estimated Accuracy
 CH0008;SPC AZ C     -    88,990.      165,070.      MT  (+/- 180 meters Scaled)
 CH0008
 CH0008                          SUPERSEDED SURVEY CONTROL
 CH0008
 CH0008  NGVD 29 (??/??/92)  519.886  (m)         1705.66   (f) ADJ UNCH    2 0
 CH0008
 CH0008.Superseded values are not recommended for survey control.
 CH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0008.See file dsdata.txt to determine how the superseded data were derived.
 CH0008
 CH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA649193(NAD 83)
 CH0008_MARKER: DB = BENCH MARK DISK
 CH0008_SETTING: 66 = SET IN ROCK OUTCROP
 CH0008_SP_SET: ROCK OUTCROP
 CH0008_STAMPING: E 340 1958
 CH0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0008+STABILITY: POSITION/ELEVATION WELL
 CH0008
 CH0008  HISTORY     - Date     Condition        Report By
 CH0008  HISTORY     - 1958     MONUMENTED       CGS
 CH0008  HISTORY     - 1974     GOOD             USGS
 CH0008
 CH0008                          STATION DESCRIPTION
 CH0008
 CH0008'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CH0008'7.0 MI E FROM ASH FORK.
 CH0008'TWO BLOCKS NORTH OF THE POST OFFICE IN
 CH0008'WILLIAMS TO THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40 AND US
 CH0008'HIGHWAY 66, THENCE 7.0 MILES WEST, 90 FT. NORTH OF THE WEST BOUND LANE
 CH0008'AND 17.3 FT. LOWER, 3 FT. SOUTHWEST OF A WITNESS POST IN A ROCK
 CH0008'OUTCROP PROJECTING 6 INCHES ABOVE THE GROUND, A STANDARD C AND GS
 CH0008'TABLET STAMPED E 340 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0163 ***********************************************************************
 FR0163  DESIGNATION -  E 341
 FR0163  PID         -  FR0163
 FR0163  STATE/COUNTY-  AZ/COCONINO
 FR0163  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0163
 FR0163                         *CURRENT SURVEY CONTROL
 FR0163  ___________________________________________________________________
 FR0163* NAD 83(1986)-  35 15 46.     (N)    112 01 13.     (W)     SCALED    
 FR0163* NAVD 88     -      2139.772  (meters)    7020.24   (feet)  ADJUSTED  
 FR0163  ___________________________________________________________________
 FR0163  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FR0163  DYNAMIC HT  -        2136.736 (meters)    7010.27  (feet)  COMP
 FR0163  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 FR0163
 FR0163  VERT ORDER  -  FIRST     CLASS II
 FR0163
 FR0163.The horizontal coordinates were scaled from a topographic map and have
 FR0163.an estimated accuracy of +/- 6 seconds.
 FR0163
 FR0163.The orthometric height was determined by differential leveling
 FR0163.and adjusted in June 1991.
 FR0163.WARNING-Repeat measurements at this control monument indicate possible
 FR0163.vertical movement.
 FR0163
 FR0163.The geoid height was determined by GEOID03.
 FR0163
 FR0163.The dynamic height is computed by dividing the NAVD 88
 FR0163.geopotential number by the normal gravity value computed on the
 FR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0163.degrees latitude (g = 980.6199 gals.).
 FR0163
 FR0163.The modeled gravity was interpolated from observed gravity values.
 FR0163
 FR0163;                    North         East    Units  Estimated Accuracy
 FR0163;SPC AZ C     -   472,730.      203,930.      MT  (+/- 180 meters Scaled)
 FR0163
 FR0163                          SUPERSEDED SURVEY CONTROL
 FR0163
 FR0163  NGVD 29 (??/??/92) 2138.747  (m)         7016.87   (f) ADJ UNCH    1 2
 FR0163
 FR0163.Superseded values are not recommended for survey control.
 FR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0163.See file dsdata.txt to determine how the superseded data were derived.
 FR0163
 FR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE071026(NAD 83)
 FR0163_MARKER: DB = BENCH MARK DISK
 FR0163_SETTING: 80 = SET IN A BOULDER
 FR0163_SP_SET: BOULDER
 FR0163_STAMPING: E 341 1958
 FR0163_MARK LOGO: CGS   
 FR0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0163+STABILITY: SURFACE MOTION
 FR0163
 FR0163  HISTORY     - Date     Condition        Report By
 FR0163  HISTORY     - 1958     MONUMENTED       CGS
 FR0163  HISTORY     - 1982     GOOD             NGS
 FR0163
 FR0163                          STATION DESCRIPTION
 FR0163
 FR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0163'9.3 MI E FROM WILLIAMS.
 FR0163'9.8 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0163'WILLIAMS, 0.6 MILE EAST OF A GRAVEL ROAD LEADING SOUTH TO CHALENDER,
 FR0163'74 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 7 FEET SOUTH OF THE FENCE,
 FR0163'2 FEET SOUTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 FR0163'BOULDER THAT PROJECTS 6 INCHES.
 FR0163
 FR0163                          STATION RECOVERY (1982)
 FR0163
 FR0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0163'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0163'AND TOPEKA, FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI)
 FR0163'EAST ALONG INTERSTATE HIGHWAY 40, THENCE 3.2 KM (2.0 MI) EAST ALONG
 FR0163'PARKS ROAD, JUST WEST OF THE CREST OF A GRADE IN THE OLD HIGHWAY, IN
 FR0163'TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 8-INCHES ABOVE THE GROUND,
 FR0163'23.4 METERS (77 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 METERS (6
 FR0163'FT) SOUTH OF A FENCE, 2.4 METERS (8 FT) NORTH OF A 10-INCH PINE TREE.
 FR0163'THE MARK IS 1 METERS  S FROM A WITNESS POST.
 FR0163'THE MARK IS 2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0017 ***********************************************************************
 CH0017  DESIGNATION -  E 341
 CH0017  PID         -  CH0017
 CH0017  STATE/COUNTY-  AZ/PIMA
 CH0017  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0017
 CH0017                         *CURRENT SURVEY CONTROL
 CH0017  ___________________________________________________________________
 CH0017* NAD 83(1986)-  31 48 30.     (N)    112 18 14.     (W)     SCALED    
 CH0017* NAVD 88     -       537.54   (+/-2cm)    1763.6    (feet)  VERTCON   
 CH0017  ___________________________________________________________________
 CH0017  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 CH0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0017
 CH0017.The horizontal coordinates were scaled from a topographic map and have
 CH0017.an estimated accuracy of +/- 6 seconds.
 CH0017
 CH0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0017.The vertical order pertains to the NGVD 29 superseded value.
 CH0017
 CH0017.The geoid height was determined by GEOID03.
 CH0017
 CH0017;                    North         East    Units  Estimated Accuracy
 CH0017;SPC AZ C     -    89,680.      176,700.      MT  (+/- 180 meters Scaled)
 CH0017
 CH0017                          SUPERSEDED SURVEY CONTROL
 CH0017
 CH0017  NGVD 29 (??/??/92)  536.847  (m)         1761.31   (f) ADJ UNCH    2 0
 CH0017
 CH0017.Superseded values are not recommended for survey control.
 CH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0017.See file dsdata.txt to determine how the superseded data were derived.
 CH0017
 CH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA765199(NAD 83)
 CH0017_MARKER: DB = BENCH MARK DISK
 CH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0017_STAMPING: E 341 1961
 CH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0017+STABILITY: SURFACE MOTION
 CH0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0017+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 CH0017
 CH0017  HISTORY     - Date     Condition        Report By
 CH0017  HISTORY     - 1961     MONUMENTED       CGS
 CH0017  HISTORY     - 20060822 GOOD             TOHONO
 CH0017
 CH0017                          STATION DESCRIPTION
 CH0017
 CH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0017'1.6 MI N FROM PAPAGO FARMS.
 CH0017'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0017'PAPAGO FARMS.  AT THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING
 CH0017'SOUTHWEST, 165 FEET WEST-SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 CH0017'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 66, 33 FEET
 CH0017'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHEAST OF THE CENTER
 CH0017'OF THE ROAD JUNCTION, 10 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 CH0017'THE TRAIL ROAD, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 CH0017'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CH0017'INCHES.
 CH0017
 CH0017                          STATION RECOVERY (2006)
 CH0017
 CH0017'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CH0017'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0212 ***********************************************************************
 FQ0212  DESIGNATION -  E 342
 FQ0212  PID         -  FQ0212
 FQ0212  STATE/COUNTY-  AZ/COCONINO
 FQ0212  USGS QUAD   -  METEOR CRATER (1983)
 FQ0212
 FQ0212                         *CURRENT SURVEY CONTROL
 FQ0212  ___________________________________________________________________
 FQ0212* NAD 83(1986)-  35 06 57.     (N)    111 06 43.     (W)     SCALED    
 FQ0212* NAVD 88     -      1672.343  (meters)    5486.68   (feet)  ADJUSTED  
 FQ0212  ___________________________________________________________________
 FQ0212  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FQ0212  DYNAMIC HT  -        1670.067 (meters)    5479.21  (feet)  COMP
 FQ0212  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 FQ0212
 FQ0212  VERT ORDER  -  FIRST     CLASS II
 FQ0212
 FQ0212.The horizontal coordinates were scaled from a topographic map and have
 FQ0212.an estimated accuracy of +/- 6 seconds.
 FQ0212
 FQ0212.The orthometric height was determined by differential leveling
 FQ0212.and adjusted in June 1991.
 FQ0212
 FQ0212.The geoid height was determined by GEOID03.
 FQ0212
 FQ0212.The dynamic height is computed by dividing the NAVD 88
 FQ0212.geopotential number by the normal gravity value computed on the
 FQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0212.degrees latitude (g = 980.6199 gals.).
 FQ0212
 FQ0212.The modeled gravity was interpolated from observed gravity values.
 FQ0212
 FQ0212;                    North         East    Units  Estimated Accuracy
 FQ0212;SPC AZ C     -   456,720.      286,710.      MT  (+/- 180 meters Scaled)
 FQ0212
 FQ0212                          SUPERSEDED SURVEY CONTROL
 FQ0212
 FQ0212  NGVD 29 (??/??/92) 1671.456  (m)         5483.77   (f) ADJ UNCH    1 2
 FQ0212
 FQ0212.Superseded values are not recommended for survey control.
 FQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0212.See file dsdata.txt to determine how the superseded data were derived.
 FQ0212
 FQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD897858(NAD 83)
 FQ0212_MARKER: DB = BENCH MARK DISK
 FQ0212_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0212_SP_SET: BEDROCK
 FQ0212_STAMPING: E 342 1958
 FQ0212_MARK LOGO: CGS   
 FQ0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0212
 FQ0212  HISTORY     - Date     Condition        Report By
 FQ0212  HISTORY     - 1958     MONUMENTED       CGS
 FQ0212  HISTORY     - 1983     GOOD             NGS
 FQ0212
 FQ0212                          STATION DESCRIPTION
 FQ0212
 FQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0212'25.0 MI W FROM WINSLOW.
 FQ0212'25.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0212'1.0 MILE WEST OF THE TWO GUNS SERVICE STATION, 0.4 MILE WEST OF
 FQ0212'MILEPOST NUMBER 249, 26 FEET SOUTH OF THE FENCE, 11.4 FEET EAST OF THE
 FQ0212'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT FLUSH WITH THE
 FQ0212'GROUND.
 FQ0212
 FQ0212                          STATION RECOVERY (1983)
 FQ0212
 FQ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0212'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  39.7 KM (24.65
 FQ0212'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0212'POST OFFICE IN WINSLOW, 0.4 KM (0.25 MI) EAST OF MILEPOST 229, 0.3 KM
 FQ0212'(0.2 MI) EAST OF A DIRT ROAD LEADING SOUTH, IN THE CENTER OF THE
 FQ0212'WESTERN 1/2 OF A 4 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK AND
 FQ0212'58.2 METERS (190.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 FQ0212'OF THE HIGHWAY.
 FQ0212'THE MARK IS 8.0 METERS  S FROM  A WITNESS POST AND FENCE
 FQ0212'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0030 ***********************************************************************
 CH0030  DESIGNATION -  E 342
 CH0030  PID         -  CH0030
 CH0030  STATE/COUNTY-  AZ/PIMA
 CH0030  USGS QUAD   -  CHUKUT KUK (1988)
 CH0030
 CH0030                         *CURRENT SURVEY CONTROL
 CH0030  ___________________________________________________________________
 CH0030* NAD 83(1986)-  31 46 52.     (N)    112 07 04.     (W)     SCALED    
 CH0030* NAVD 88     -       605.45   (+/-2cm)    1986.4    (feet)  VERTCON   
 CH0030  ___________________________________________________________________
 CH0030  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0030
 CH0030.The horizontal coordinates were scaled from a topographic map and have
 CH0030.an estimated accuracy of +/- 6 seconds.
 CH0030
 CH0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0030.The vertical order pertains to the NGVD 29 superseded value.
 CH0030
 CH0030.The geoid height was determined by GEOID03.
 CH0030
 CH0030;                    North         East    Units  Estimated Accuracy
 CH0030;SPC AZ C     -    86,620.      194,310.      MT  (+/- 180 meters Scaled)
 CH0030
 CH0030                          SUPERSEDED SURVEY CONTROL
 CH0030
 CH0030  NGVD 29 (??/??/92)  604.759  (m)         1984.11   (f) ADJ UNCH    2 0
 CH0030
 CH0030.Superseded values are not recommended for survey control.
 CH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0030.See file dsdata.txt to determine how the superseded data were derived.
 CH0030
 CH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA941167(NAD 83)
 CH0030_MARKER: DB = BENCH MARK DISK
 CH0030_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0030_SP_SET: 24 FT.
 CH0030_STAMPING: E 342 1961
 CH0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0030+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0030
 CH0030  HISTORY     - Date     Condition        Report By
 CH0030  HISTORY     - 1961     MONUMENTED       CGS
 CH0030  HISTORY     - 20061112 GOOD             USPSQD
 CH0030
 CH0030                          STATION DESCRIPTION
 CH0030
 CH0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0030'6.8 MI SE FROM KOTS KUG.
 CH0030'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0030'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0030'EAST ALONG A GRADED DIRT ROAD.  THENCE 3.95 MILES SOUTHEAST ALONG A
 CH0030'TRAIL ROAD, 3.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0030'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 68, 4.5 MILES NORTHWEST OF
 CH0030'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0030'NUMBERED 69, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5
 CH0030'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED
 CH0030'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 CH0030'OF 24 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 CH0030
 CH0030                          STATION RECOVERY (2006)
 CH0030
 CH0030'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0222 ***********************************************************************
 ET0222  DESIGNATION -  E 343
 ET0222  PID         -  ET0222
 ET0222  STATE/COUNTY-  AZ/YAVAPAI
 ET0222  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0222
 ET0222                         *CURRENT SURVEY CONTROL
 ET0222  ___________________________________________________________________
 ET0222* NAD 83(1986)-  34 22 01.     (N)    112 06 50.     (W)     SCALED    
 ET0222* NAVD 88     -      1127.49   (+/-2cm)    3699.1    (feet)  VERTCON   
 ET0222  ___________________________________________________________________
 ET0222  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 ET0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0222
 ET0222.The horizontal coordinates were scaled from a topographic map and have
 ET0222.an estimated accuracy of +/- 6 seconds.
 ET0222
 ET0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0222.The vertical order pertains to the NGVD 29 superseded value.
 ET0222
 ET0222.The geoid height was determined by GEOID03.
 ET0222
 ET0222;                    North         East    Units  Estimated Accuracy
 ET0222;SPC AZ C     -   373,370.      195,220.      MT  (+/- 180 meters Scaled)
 ET0222
 ET0222                          SUPERSEDED SURVEY CONTROL
 ET0222
 ET0222  NGVD 29 (??/??/92) 1126.793  (m)         3696.82   (f) ADJ UNCH    2 0
 ET0222
 ET0222.Superseded values are not recommended for survey control.
 ET0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0222.See file dsdata.txt to determine how the superseded data were derived.
 ET0222
 ET0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD975034(NAD 83)
 ET0222_MARKER: DB = BENCH MARK DISK
 ET0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0222_SP_SET: BRIDGE
 ET0222_STAMPING: E 343 1958
 ET0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0222
 ET0222  HISTORY     - Date     Condition        Report By
 ET0222  HISTORY     - 1958     MONUMENTED       CGS
 ET0222  HISTORY     - 1974     GOOD             USGS
 ET0222  HISTORY     - 20080613 MARK NOT FOUND   GEOCAC
 ET0222
 ET0222                          STATION DESCRIPTION
 ET0222
 ET0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ET0222'22.8 MI N FROM BLACK CANYON.
 ET0222'19.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0222'CANYON, THENCE 3.1 MILES NORTH ALONG STATE HIGHWAY 79, 0.65 MILE SOUTH
 ET0222'OF MILE POST NUMBER 266, 20 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ET0222'CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF THE EAST ABUTMENT OF
 ET0222'A CONCRETE BRIDGE OVER A LARGE WASH.
 ET0222
 ET0222                          STATION RECOVERY (1974)
 ET0222
 ET0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0222'22.8 MILES NORTH ALONG INTERSTATE 17 FROM THE POST OFFICE IN BLACK
 ET0222'CANYON CITY, 3.1 MILES NORTH OF CORDES JUNCTION, 0.65 MILE SOUTH OF
 ET0222'MILE POST NUMBER 266, 20 FEET EAST OF THE CENTER OF THE SOUTHBOUND
 ET0222'LANES, CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF THE EAST
 ET0222'ABUTMENT OF A CONCRETE BRIDGE OVER THE AGUA FRIA RIVER.
 ET0222
 ET0222                          STATION RECOVERY (2008)
 ET0222
 ET0222'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0222'DID NOT FIND THE MARK IN THE NORTHEAST END OF THE EAST ABUTMENT OF THE
 ET0222'SOUTHBOUND BRIDGE OVER THE AGUA FRIA RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0909 ***********************************************************************
 DA0909  DESIGNATION -  E 344
 DA0909  PID         -  DA0909
 DA0909  STATE/COUNTY-  AZ/PIMA
 DA0909  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0909
 DA0909                         *CURRENT SURVEY CONTROL
 DA0909  ___________________________________________________________________
 DA0909* NAD 83(1986)-  32 04 43.     (N)    113 14 31.     (W)     SCALED    
 DA0909* NAVD 88     -       325.61   (+/-2cm)    1068.3    (feet)  VERTCON   
 DA0909  ___________________________________________________________________
 DA0909  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DA0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0909
 DA0909.The horizontal coordinates were scaled from a topographic map and have
 DA0909.an estimated accuracy of +/- 6 seconds.
 DA0909
 DA0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0909.The vertical order pertains to the NGVD 29 superseded value.
 DA0909
 DA0909.The geoid height was determined by GEOID03.
 DA0909
 DA0909;                    North         East    Units  Estimated Accuracy
 DA0909;SPC AZ C     -   120,350.       88,250.      MT  (+/- 180 meters Scaled)
 DA0909
 DA0909                          SUPERSEDED SURVEY CONTROL
 DA0909
 DA0909  NGVD 29 (??/??/92)  324.920  (m)         1066.01   (f) ADJ UNCH    2 0
 DA0909
 DA0909.Superseded values are not recommended for survey control.
 DA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0909.See file dsdata.txt to determine how the superseded data were derived.
 DA0909
 DA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA883513(NAD 83)
 DA0909_MARKER: DB = BENCH MARK DISK
 DA0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0909_SP_SET: CONCRETE BASE
 DA0909_STAMPING: E 344 1961
 DA0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0909
 DA0909  HISTORY     - Date     Condition        Report By
 DA0909  HISTORY     - 1961     MONUMENTED       CGS
 DA0909  HISTORY     - 1962     GOOD             NGS
 DA0909
 DA0909                          STATION DESCRIPTION
 DA0909
 DA0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0909'39.1 MI SW FROM AJO.
 DA0909'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0909'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0909'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0909'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0909'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0909'ALONG A TRAIL ROAD.  THENCH 5.2 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0909'ROAD, 2.1 MILES GENERAL EASTERLY DIRECTION FROM A 4X4-INCH WHITE
 DA0909'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 32, 1.5
 DA0909'MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0909'PROJECTS 16 FEET AND IS NUMBERED 53, AT THE JUNCTION OF THE TRAIL ROAD
 DA0909'AND ANOTHER TRAIL ROAD, 122 FEET SOUTHEAST OF THE CENTER LINE OF A
 DA0909'NORTHEAST-SOUTHWEST TRAIL ROAD, 11 FEET EAST OF THE CENTER LINE OF A
 DA0909'TRAIL ROAD LEADING SOUTH, ABOUT LEVEL WITH THE TRAIL ROADS, SET FLUSH
 DA0909'IN THE TOP OF A CONCRETE BASE OF A 2X2-FEET SQUARE METAL SIGN READING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0203 ***********************************************************************
 ET0203  DESIGNATION -  E 344
 ET0203  PID         -  ET0203
 ET0203  STATE/COUNTY-  AZ/YAVAPAI
 ET0203  USGS QUAD   -  CHERRY (1973)
 ET0203
 ET0203                         *CURRENT SURVEY CONTROL
 ET0203  ___________________________________________________________________
 ET0203* NAD 83(1986)-  34 30 01.     (N)    112 00 04.     (W)     SCALED    
 ET0203* NAVD 88     -      1361.92   (+/-2cm)    4468.2    (feet)  VERTCON   
 ET0203  ___________________________________________________________________
 ET0203  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ET0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0203
 ET0203.The horizontal coordinates were scaled from a topographic map and have
 ET0203.an estimated accuracy of +/- 6 seconds.
 ET0203
 ET0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0203.The vertical order pertains to the NGVD 29 superseded value.
 ET0203
 ET0203.The geoid height was determined by GEOID03.
 ET0203
 ET0203;                    North         East    Units  Estimated Accuracy
 ET0203;SPC AZ C     -   388,150.      205,610.      MT  (+/- 180 meters Scaled)
 ET0203
 ET0203                          SUPERSEDED SURVEY CONTROL
 ET0203
 ET0203  NGVD 29 (??/??/92) 1361.108  (m)         4465.57   (f) ADJ UNCH    2 0
 ET0203
 ET0203.Superseded values are not recommended for survey control.
 ET0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0203.See file dsdata.txt to determine how the superseded data were derived.
 ET0203
 ET0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD080180(NAD 83)
 ET0203_MARKER: DB = BENCH MARK DISK
 ET0203_SETTING: 66 = SET IN ROCK OUTCROP
 ET0203_SP_SET: ROCK OUTCROP
 ET0203_STAMPING: E 344 1959
 ET0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0203+STABILITY: POSITION/ELEVATION WELL
 ET0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0203+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0203
 ET0203  HISTORY     - Date     Condition        Report By
 ET0203  HISTORY     - 1959     MONUMENTED       CGS
 ET0203  HISTORY     - 20080816 GOOD             GEOCAC
 ET0203
 ET0203                          STATION DESCRIPTION
 ET0203
 ET0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0203'11.3 MI SW FROM CAMP VERDE.
 ET0203'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0203'OFFICE IN CAMP VERDE, THENCE 8.3 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0203'0.3 MILE NORTH OF MILEPOST 277 122 FEET EAST OF THE CENTER OF THE
 ET0203'HIGHWAY, 25 FEET EAST OF THE FENCE, 15 FEET EAST OF THE WITNESS POST,
 ET0203'CEMENTED IN A DRILL HOLE 2 FEET NORTH OF THE SOUTH EDGE OF A LARGE
 ET0203'ROCK OUTCROP THAT IS ABOUT 5 FEET LOWER THAN THE HIGHWAY, SOUTHEAST OF
 ET0203'A LARGE HIGHWAY CUT.
 ET0203
 ET0203                          STATION RECOVERY (2008)
 ET0203
 ET0203'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0203'GPSR COORDINATES (NAD 83) N34 30.016 W112 00.070
 ET0203'4,447 FT ASL
 ET0203'HIGHWAY 79 IS NOW KNOWN AS INTERSTATE 17.
 ET0203' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0884 ***********************************************************************
 DA0884  DESIGNATION -  E 345
 DA0884  PID         -  DA0884
 DA0884  STATE/COUNTY-  AZ/PIMA
 DA0884  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0884
 DA0884                         *CURRENT SURVEY CONTROL
 DA0884  ___________________________________________________________________
 DA0884* NAD 83(1986)-  32 12 25.     (N)    113 05 58.     (W)     SCALED    
 DA0884* NAVD 88     -       316.30   (+/-2cm)    1037.7    (feet)  VERTCON   
 DA0884  ___________________________________________________________________
 DA0884  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0884
 DA0884.The horizontal coordinates were scaled from a topographic map and have
 DA0884.an estimated accuracy of +/- 6 seconds.
 DA0884
 DA0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0884.The vertical order pertains to the NGVD 29 superseded value.
 DA0884
 DA0884.The geoid height was determined by GEOID03.
 DA0884
 DA0884;                    North         East    Units  Estimated Accuracy
 DA0884;SPC AZ C     -   134,430.      101,860.      MT  (+/- 180 meters Scaled)
 DA0884
 DA0884                          SUPERSEDED SURVEY CONTROL
 DA0884
 DA0884  NGVD 29 (??/??/92)  315.613  (m)         1035.47   (f) ADJ UNCH    2 0
 DA0884
 DA0884.Superseded values are not recommended for survey control.
 DA0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0884.See file dsdata.txt to determine how the superseded data were derived.
 DA0884
 DA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA021653(NAD 83)
 DA0884_MARKER: DB = BENCH MARK DISK
 DA0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0884_STAMPING: E 345 1961
 DA0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0884+STABILITY: SURFACE MOTION
 DA0884
 DA0884  HISTORY     - Date     Condition        Report By
 DA0884  HISTORY     - 1961     MONUMENTED       CGS
 DA0884  HISTORY     - 1962     GOOD             NGS
 DA0884
 DA0884                          STATION DESCRIPTION
 DA0884
 DA0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0884'30.15 MI SW FROM AJO.
 DA0884'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0884'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0884'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0884'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0884'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0884'ALONG A TRAIL ROAD.  THENCE 6.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0884'2.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0884'PROJECTS 16 FEET AND IS NUMBERED 47, 2.15 MILES NORTHWEST OF A
 DA0884'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0884'NUMBERED 48, 1.0 MILES NORTHWEST OF A BOUNDARY FENCE CORNER OF THE
 DA0884'CABEZA PRIETA GAME REFUGE, 26 FEET NORTH OF THE CENTER LINE OF THE
 DA0884'ROAD, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0884'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0344 ***********************************************************************
 FQ0344  DESIGNATION -  E 345
 FQ0344  PID         -  FQ0344
 FQ0344  STATE/COUNTY-  AZ/COCONINO
 FQ0344  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0344
 FQ0344                         *CURRENT SURVEY CONTROL
 FQ0344  ___________________________________________________________________
 FQ0344* NAD 83(1986)-  35 02 26.     (N)    111 41 04.     (W)     SCALED    
 FQ0344* NAVD 88     -      2013.110  (meters)    6604.68   (feet)  ADJUSTED  
 FQ0344  ___________________________________________________________________
 FQ0344  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0344  DYNAMIC HT  -        2010.248 (meters)    6595.29  (feet)  COMP
 FQ0344  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 FQ0344
 FQ0344  VERT ORDER  -  SECOND    CLASS 0
 FQ0344
 FQ0344.The horizontal coordinates were scaled from a topographic map and have
 FQ0344.an estimated accuracy of +/- 6 seconds.
 FQ0344
 FQ0344.The orthometric height was determined by differential leveling
 FQ0344.and adjusted in June 1991.
 FQ0344
 FQ0344.The geoid height was determined by GEOID03.
 FQ0344
 FQ0344.The dynamic height is computed by dividing the NAVD 88
 FQ0344.geopotential number by the normal gravity value computed on the
 FQ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0344.degrees latitude (g = 980.6199 gals.).
 FQ0344
 FQ0344.The modeled gravity was interpolated from observed gravity values.
 FQ0344
 FQ0344;                    North         East    Units  Estimated Accuracy
 FQ0344;SPC AZ C     -   448,100.      234,550.      MT  (+/- 180 meters Scaled)
 FQ0344
 FQ0344                          SUPERSEDED SURVEY CONTROL
 FQ0344
 FQ0344  NGVD 29 (??/??/92) 2012.103  (m)         6601.37   (f) ADJ UNCH    2 0
 FQ0344
 FQ0344.Superseded values are not recommended for survey control.
 FQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0344.See file dsdata.txt to determine how the superseded data were derived.
 FQ0344
 FQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD375777(NAD 83)
 FQ0344_MARKER: DB = BENCH MARK DISK
 FQ0344_SETTING: 0 = UNSPECIFIED SETTING
 FQ0344_STAMPING: E 345 1959
 FQ0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0344
 FQ0344  HISTORY     - Date     Condition        Report By
 FQ0344  HISTORY     - 1959     MONUMENTED       CGS
 FQ0344
 FQ0344                          STATION DESCRIPTION
 FQ0344
 FQ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0344'10.4 MI SW FROM FLAGSTAFF.
 FQ0344'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0344'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0344'THENCE 9.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 56 FEET EAST OF
 FQ0344'THE CENTER OF THE HIGHWAY, 6 FEET NORTH OF THE WITNESS POST, 5 FEET
 FQ0344'NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE BRIDGE THAT
 FQ0344'IS ABOUT 15 FEET LOWER THAN THE HIGHWAY, (THERE IS A LARGE FILL FOR
 FQ0344'THE HIGHWAY BEFORE REACHING THIS BRIDGE.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1014 ***********************************************************************
 DA1014  DESIGNATION -  E 346
 DA1014  PID         -  DA1014
 DA1014  STATE/COUNTY-  AZ/YUMA
 DA1014  USGS QUAD   -  LAS PLAYAS (1990)
 DA1014
 DA1014                         *CURRENT SURVEY CONTROL
 DA1014  ___________________________________________________________________
 DA1014* NAD 83(1986)-  32 05 23.     (N)    113 29 36.     (W)     SCALED    
 DA1014* NAVD 88     -       229.96   (+/-2cm)     754.5    (feet)  VERTCON   
 DA1014  ___________________________________________________________________
 DA1014  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DA1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1014
 DA1014.The horizontal coordinates were scaled from a topographic map and have
 DA1014.an estimated accuracy of +/- 6 seconds.
 DA1014
 DA1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1014.The vertical order pertains to the NGVD 29 superseded value.
 DA1014
 DA1014.The geoid height was determined by GEOID03.
 DA1014
 DA1014;                    North         East    Units  Estimated Accuracy
 DA1014;SPC AZ W     -   120,850.      237,590.      MT  (+/- 180 meters Scaled)
 DA1014
 DA1014                          SUPERSEDED SURVEY CONTROL
 DA1014
 DA1014  NGVD 29 (??/??/92)  229.275  (m)          752.21   (f) ADJ UNCH    2 0
 DA1014
 DA1014.Superseded values are not recommended for survey control.
 DA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1014.See file dsdata.txt to determine how the superseded data were derived.
 DA1014
 DA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA646531(NAD 83)
 DA1014_MARKER: DB = BENCH MARK DISK
 DA1014_SETTING: 66 = SET IN ROCK OUTCROP
 DA1014_SP_SET: LAVA ROCK
 DA1014_STAMPING: E 346 1961
 DA1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1014+STABILITY: POSITION/ELEVATION WELL
 DA1014
 DA1014  HISTORY     - Date     Condition        Report By
 DA1014  HISTORY     - 1961     MONUMENTED       CGS
 DA1014  HISTORY     - 1962     GOOD             NGS
 DA1014
 DA1014                          STATION DESCRIPTION
 DA1014
 DA1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1014'19.4 MI SE FROM TULE WELL.
 DA1014'ABOUT 19.4 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1014'COMMISSION SHELTER AT TULE WELL, 7.2 MILES SOUTHEAST OF A 4X4-INCH
 DA1014'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1014'0.3 MILE SOUTH-SOUTHEAST AND 6.8 MILES NORTHWEST OF A 4X4-INCH WHITE
 DA1014'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30, 150
 DA1014'FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE WEST EDGE OF SOME
 DA1014'SAND DUNES, SET IN THE TOP OF A LARGE LAVA ROCK WHICH IS FLUSH WITH
 DA1014'THE GROUND, 165 FEET NORTH OF THE UNITED STATES-MEXICO BORDER FENCE, 1
 DA1014'1/2 FEET SOUTH OF A CAIRN, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 DA1014'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0061 ***********************************************************************
 ES0061  DESIGNATION -  E 346
 ES0061  PID         -  ES0061
 ES0061  STATE/COUNTY-  AZ/NAVAJO
 ES0061  USGS QUAD   -  JOSEPH CITY (1986)
 ES0061
 ES0061                         *CURRENT SURVEY CONTROL
 ES0061  ___________________________________________________________________
 ES0061* NAD 83(1986)-  34 57 22.     (N)    110 20 03.     (W)     SCALED    
 ES0061* NAVD 88     -      1528.160  (meters)    5013.64   (feet)  ADJUSTED  
 ES0061  ___________________________________________________________________
 ES0061  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0061  DYNAMIC HT  -        1526.105 (meters)    5006.90  (feet)  COMP
 ES0061  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 ES0061
 ES0061  VERT ORDER  -  FIRST     CLASS II
 ES0061
 ES0061.The horizontal coordinates were scaled from a topographic map and have
 ES0061.an estimated accuracy of +/- 6 seconds.
 ES0061
 ES0061.The orthometric height was determined by differential leveling
 ES0061.and adjusted in June 1991.
 ES0061
 ES0061.The geoid height was determined by GEOID03.
 ES0061
 ES0061.The dynamic height is computed by dividing the NAVD 88
 ES0061.geopotential number by the normal gravity value computed on the
 ES0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0061.degrees latitude (g = 980.6199 gals.).
 ES0061
 ES0061.The modeled gravity was interpolated from observed gravity values.
 ES0061
 ES0061;                    North         East    Units  Estimated Accuracy
 ES0061;SPC AZ E     -   438,720.      198,060.      MT  (+/- 180 meters Scaled)
 ES0061
 ES0061                          SUPERSEDED SURVEY CONTROL
 ES0061
 ES0061  NGVD 29 (??/??/92) 1527.393  (m)         5011.12   (f) ADJ UNCH    1 2
 ES0061
 ES0061.Superseded values are not recommended for survey control.
 ES0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0061.See file dsdata.txt to determine how the superseded data were derived.
 ES0061
 ES0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD607683(NAD 83)
 ES0061_MARKER: DB = BENCH MARK DISK
 ES0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0061_SP_SET: CONCRETE MASS
 ES0061_STAMPING: E 346 1959
 ES0061_MARK LOGO: CGS   
 ES0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0061
 ES0061  HISTORY     - Date     Condition        Report By
 ES0061  HISTORY     - 1959     MONUMENTED       CGS
 ES0061  HISTORY     - 1983     GOOD             NGS
 ES0061  HISTORY     - 20080618 MARK NOT FOUND   INDIV
 ES0061
 ES0061                          STATION DESCRIPTION
 ES0061
 ES0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0061'IN JOSEPH CITY.
 ES0061'AT JOSEPH CITY, NAVAJO COUNTY, 47 FEET SOUTH OF THE CENTER OF THE
 ES0061'HIGHWAY, 15 INCHES WEST OF THE NORTHWEST CORNER OF THE JOSEPH CITY
 ES0061'POST OFFICE, CEMENTED IN A DRILL HOLE IN CONCRETE, AND IS FLUSH WITH
 ES0061'THE SURFACE.
 ES0061
 ES0061                          STATION RECOVERY (1983)
 ES0061
 ES0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0061'RECOVERED IN GOOD CONDITION.
 ES0061
 ES0061                          STATION RECOVERY (2008)
 ES0061
 ES0061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 ES0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1002 ***********************************************************************
 DA1002  DESIGNATION -  E 347
 DA1002  PID         -  DA1002
 DA1002  STATE/COUNTY-  AZ/YUMA
 DA1002  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1002
 DA1002                         *CURRENT SURVEY CONTROL
 DA1002  ___________________________________________________________________
 DA1002* NAD 83(1986)-  32 08 32.     (N)    113 39 46.     (W)     SCALED    
 DA1002* NAVD 88     -       314.69   (+/-2cm)    1032.4    (feet)  VERTCON   
 DA1002  ___________________________________________________________________
 DA1002  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1002
 DA1002.The horizontal coordinates were scaled from a topographic map and have
 DA1002.an estimated accuracy of +/- 6 seconds.
 DA1002
 DA1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1002.The vertical order pertains to the NGVD 29 superseded value.
 DA1002
 DA1002.The geoid height was determined by GEOID03.
 DA1002
 DA1002;                    North         East    Units  Estimated Accuracy
 DA1002;SPC AZ W     -   126,640.      221,590.      MT  (+/- 180 meters Scaled)
 DA1002
 DA1002                          SUPERSEDED SURVEY CONTROL
 DA1002
 DA1002  NGVD 29 (??/??/92)  314.000  (m)         1030.18   (f) ADJ UNCH    2 0
 DA1002
 DA1002.Superseded values are not recommended for survey control.
 DA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1002.See file dsdata.txt to determine how the superseded data were derived.
 DA1002
 DA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA488593(NAD 83)
 DA1002_MARKER: DB = BENCH MARK DISK
 DA1002_SETTING: 66 = SET IN ROCK OUTCROP
 DA1002_SP_SET: ROCK OUTCROP
 DA1002_STAMPING: E 347 1961
 DA1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1002+STABILITY: POSITION/ELEVATION WELL
 DA1002
 DA1002  HISTORY     - Date     Condition        Report By
 DA1002  HISTORY     - 1961     MONUMENTED       CGS
 DA1002  HISTORY     - 1962     GOOD             NGS
 DA1002
 DA1002                          STATION DESCRIPTION
 DA1002
 DA1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1002'8.1 MI SE FROM TULE WELL.
 DA1002'ABOUT 8.1 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1002'COMMISSION SHELTER AT TULE WELL.  4.1 MILES NORTHWEST OF A 4X4-INCH
 DA1002'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1002'100 YARDS NORTHWEST OF A CURVE IN THE ROAD, ON THE NORTH SLOPE OF A
 DA1002'ROCKY HILL, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN
 DA1002'THE TOP OF A ROCK OUTCROP WHICH PROJECTS 4 INCHES ABOVE THE GROUND,
 DA1002'42.5 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 10 FEET ABOVE THE
 DA1002'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0216 ***********************************************************************
 FP0216  DESIGNATION -  E 347
 FP0216  PID         -  FP0216
 FP0216  STATE/COUNTY-  AZ/APACHE
 FP0216  USGS QUAD   -  SANDERS (1971)
 FP0216
 FP0216                         *CURRENT SURVEY CONTROL
 FP0216  ___________________________________________________________________
 FP0216* NAD 83(1986)-  35 12 12.     (N)    109 22 20.     (W)     SCALED    
 FP0216* NAVD 88     -      1768.055  (meters)    5800.69   (feet)  ADJUSTED  
 FP0216  ___________________________________________________________________
 FP0216  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 FP0216  DYNAMIC HT  -        1765.594 (meters)    5792.62  (feet)  COMP
 FP0216  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 FP0216
 FP0216  VERT ORDER  -  SECOND    CLASS 0
 FP0216
 FP0216.The horizontal coordinates were scaled from a topographic map and have
 FP0216.an estimated accuracy of +/- 6 seconds.
 FP0216
 FP0216.The orthometric height was determined by differential leveling
 FP0216.and adjusted in June 1991.
 FP0216
 FP0216.The geoid height was determined by GEOID03.
 FP0216
 FP0216.The dynamic height is computed by dividing the NAVD 88
 FP0216.geopotential number by the normal gravity value computed on the
 FP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0216.degrees latitude (g = 980.6199 gals.).
 FP0216
 FP0216.The modeled gravity was interpolated from observed gravity values.
 FP0216
 FP0216;                    North         East    Units  Estimated Accuracy
 FP0216;SPC AZ E     -   466,420.      285,700.      MT  (+/- 180 meters Scaled)
 FP0216
 FP0216                          SUPERSEDED SURVEY CONTROL
 FP0216
 FP0216  NGVD 29 (??/??/92) 1767.119  (m)         5797.62   (f) ADJ UNCH    2 0
 FP0216
 FP0216.Superseded values are not recommended for survey control.
 FP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0216.See file dsdata.txt to determine how the superseded data were derived.
 FP0216
 FP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD481968(NAD 83)
 FP0216_MARKER: DB = BENCH MARK DISK
 FP0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0216_SP_SET: BRIDGE
 FP0216_STAMPING: E 347 1959
 FP0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0216
 FP0216  HISTORY     - Date     Condition        Report By
 FP0216  HISTORY     - 1959     MONUMENTED       CGS
 FP0216  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0216
 FP0216                          STATION DESCRIPTION
 FP0216
 FP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0216'2.6 MI W FROM SANDERS.
 FP0216'2.6 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0216'0.1 MILE WEST OF MILEPOST 359, ABOUT 0.05 MILE EAST OF THE WHITE
 FP0216'ELEPHANT LODGE, 23 FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED
 FP0216'IN A DRILL HOLE 10 FEET WEST OF THE EAST END OF THE SOUTH HEADWALL OF
 FP0216'A CONCRETE BRIDGE.
 FP0216
 FP0216                          STATION RECOVERY (1983)
 FP0216
 FP0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0016 ***********************************************************************
 DB0016  DESIGNATION -  E 348
 DB0016  PID         -  DB0016
 DB0016  STATE/COUNTY-  AZ/YUMA
 DB0016  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0016
 DB0016                         *CURRENT SURVEY CONTROL
 DB0016  ___________________________________________________________________
 DB0016* NAD 83(1986)-  32 19 21.     (N)    114 06 07.     (W)     SCALED    
 DB0016* NAVD 88     -       301.86   (+/-2cm)     990.4    (feet)  VERTCON   
 DB0016  ___________________________________________________________________
 DB0016  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0016
 DB0016.The horizontal coordinates were scaled from a topographic map and have
 DB0016.an estimated accuracy of +/- 6 seconds.
 DB0016
 DB0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0016.The vertical order pertains to the NGVD 29 superseded value.
 DB0016
 DB0016.The geoid height was determined by GEOID03.
 DB0016
 DB0016;                    North         East    Units  Estimated Accuracy
 DB0016;SPC AZ W     -   146,690.      180,220.      MT  (+/- 180 meters Scaled)
 DB0016
 DB0016                          SUPERSEDED SURVEY CONTROL
 DB0016
 DB0016  NGVD 29 (??/??/??)  301.167  (m)          988.08   (f) ADJUSTED    2 0
 DB0016
 DB0016.Superseded values are not recommended for survey control.
 DB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0016.See file dsdata.txt to determine how the superseded data were derived.
 DB0016
 DB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR728798(NAD 83)
 DB0016_MARKER: DB = BENCH MARK DISK
 DB0016_SETTING: 66 = SET IN ROCK OUTCROP
 DB0016_SP_SET: ROCK OUTCROP
 DB0016_STAMPING: E 348 1962
 DB0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0016+STABILITY: POSITION/ELEVATION WELL
 DB0016
 DB0016  HISTORY     - Date     Condition        Report By
 DB0016  HISTORY     - 1962     MONUMENTED       CGS
 DB0016
 DB0016                          STATION DESCRIPTION
 DB0016
 DB0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0016'41 MI SSW FROM LIGURTA.
 DB0016'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0016'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH-SOUTHEAST
 DB0016'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0016'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0016'A WASH, THENCE 21.85 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, OR
 DB0016'ABOUT 24.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0016'GAME COMMISSION SHELTER AT TULE WELL, 0.55 MILE NORTH-NORTHWEST
 DB0016'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0016'AND IS NUMBERED 14, ON THE SOUTHWEST SIDE OF A SMALL LONE
 DB0016'PYRAMIDAL SHAPED ROCK FORMATION, 15 FEET WEST-NORTHWEST OF A
 DB0016'LONE SCRUB TREE, 88 FEET NORTHEAST OF THE CENTER LINE OF THE
 DB0016'TRAIL ROAD, 73.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DB0016'5 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A
 DB0016'ROCK OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0601 ***********************************************************************
 CG0601  DESIGNATION -  E 348
 CG0601  PID         -  CG0601
 CG0601  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0601  USGS QUAD   -  TUBAC (1981)
 CG0601
 CG0601                         *CURRENT SURVEY CONTROL
 CG0601  ___________________________________________________________________
 CG0601* NAD 83(1986)-  31 30 40.     (N)    111 00 48.     (W)     SCALED    
 CG0601* NAVD 88     -      1023.747  (meters)    3358.74   (feet)  ADJUSTED  
 CG0601  ___________________________________________________________________
 CG0601  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0601  DYNAMIC HT  -        1022.190 (meters)    3353.64  (feet)  COMP
 CG0601  MODELED GRAV-     979,085.6   (mgal)                       NAVD 88
 CG0601
 CG0601  VERT ORDER  -  FIRST     CLASS II
 CG0601
 CG0601.The horizontal coordinates were scaled from a topographic map and have
 CG0601.an estimated accuracy of +/- 6 seconds.
 CG0601
 CG0601.The orthometric height was determined by differential leveling
 CG0601.and adjusted in June 1991.
 CG0601
 CG0601.The geoid height was determined by GEOID03.
 CG0601
 CG0601.The dynamic height is computed by dividing the NAVD 88
 CG0601.geopotential number by the normal gravity value computed on the
 CG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0601.degrees latitude (g = 980.6199 gals.).
 CG0601
 CG0601.The modeled gravity was interpolated from observed gravity values.
 CG0601
 CG0601;                    North         East    Units  Estimated Accuracy
 CG0601;SPC AZ C     -    57,020.      299,160.      MT  (+/- 180 meters Scaled)
 CG0601
 CG0601                          SUPERSEDED SURVEY CONTROL
 CG0601
 CG0601  NGVD 29 (??/??/92) 1022.889  (m)         3355.93   (f) ADJ UNCH    1 2
 CG0601
 CG0601.Superseded values are not recommended for survey control.
 CG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0601.See file dsdata.txt to determine how the superseded data were derived.
 CG0601
 CG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV987862(NAD 83)
 CG0601_MARKER: DB = BENCH MARK DISK
 CG0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0601_SP_SET: BRIDGE
 CG0601_STAMPING: E 348 1959
 CG0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0601
 CG0601  HISTORY     - Date     Condition        Report By
 CG0601  HISTORY     - 1959     MONUMENTED       CGS
 CG0601  HISTORY     - 1979     GOOD             USGS
 CG0601  HISTORY     - 1980     GOOD             NGS
 CG0601  HISTORY     - 19981006 GOOD             USPSQD
 CG0601
 CG0601                          STATION DESCRIPTION
 CG0601
 CG0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0601'13.0 MI N FROM NOGALES.
 CG0601'0.55 MILE NORTH OF THE POST OFFICE AT NOGALES, THENCE ACROSS THE
 CG0601'RAILROAD TRACKS, THENCE 13.0 MILES NORTH ALONG U.S. HIGHWAY 89, 0.35
 CG0601'MILE NORTH OF MILEPOST 14, 21 FEET EAST OF THE CENTER OF THE HIGHWAY,
 CG0601'3.5 FEET NORTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE 4
 CG0601'FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A LARGE CONCRETE
 CG0601'BRIDGE.
 CG0601
 CG0601                          STATION RECOVERY (1979)
 CG0601
 CG0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0601'0.9 MILES SOUTH OF POST OFFICE AT TUMACACORI ALONG FRONTAGE ROAD,
 CG0601'THENCE RIGHT WEST 0.2 MILES, THENCE LEFT SOUTH 4.1 MILES ALONG US
 CG0601'INTERSTATE 19 TO BRIDGE ON DOUTH BOUND LANES. BENCH MARK IS IN
 CG0601'SOUTHEAST HEADWALL, 2.1 FEET EAST OF CENTERLINE OF ROAD, 4 FEET NORTH
 CG0601'OF SOUTH END OF EAST HEADWALL, 3.5 FEET NORTHWEST OF WITNESS POST.
 CG0601
 CG0601                          STATION RECOVERY (1980)
 CG0601
 CG0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0601'7.4 KILOMETERS (4.6 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0601'FROM THE INTERCHANGE BRIDGE AT TUMACACORI, AT A CONCRETE BRIDGE OVER
 CG0601'PECK CANYON WASH, IN TOP OF AND 1.1 METERS (3.7 FEET) NORTHWEST OF
 CG0601'THE SOUTHEAST END OF THE NORTHEAST CURB OF THE SOUTHBOUND TRAFFIC
 CG0601'LANE, 5.7 METERS (18.5 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CG0601'SOUTHBOUND LANE.
 CG0601'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 CG0601'THE MARK IS 0.4 M ABOVE THE BRIDGE FLOOR.
 CG0601
 CG0601                          STATION RECOVERY (1998)
 CG0601
 CG0601'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0944 ***********************************************************************
 DA0944  DESIGNATION -  E 349
 DA0944  PID         -  DA0944
 DA0944  STATE/COUNTY-  AZ/YUMA
 DA0944  USGS QUAD   -  COYOTE WATER (1990)
 DA0944
 DA0944                         *CURRENT SURVEY CONTROL
 DA0944  ___________________________________________________________________
 DA0944* NAD 83(1986)-  32 20 43.     (N)    113 54 07.     (W)     SCALED    
 DA0944* NAVD 88     -       369.97   (+/-2cm)    1213.8    (feet)  VERTCON   
 DA0944  ___________________________________________________________________
 DA0944  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0944
 DA0944.The horizontal coordinates were scaled from a topographic map and have
 DA0944.an estimated accuracy of +/- 6 seconds.
 DA0944
 DA0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0944.The vertical order pertains to the NGVD 29 superseded value.
 DA0944
 DA0944.The geoid height was determined by GEOID03.
 DA0944
 DA0944;                    North         East    Units  Estimated Accuracy
 DA0944;SPC AZ W     -   149,170.      199,060.      MT  (+/- 180 meters Scaled)
 DA0944
 DA0944                          SUPERSEDED SURVEY CONTROL
 DA0944
 DA0944  NGVD 29 (??/??/92)  369.271  (m)         1211.52   (f) ADJ UNCH    2 0
 DA0944
 DA0944.Superseded values are not recommended for survey control.
 DA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0944.See file dsdata.txt to determine how the superseded data were derived.
 DA0944
 DA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA268824(NAD 83)
 DA0944_MARKER: DB = BENCH MARK DISK
 DA0944_SETTING: 66 = SET IN ROCK OUTCROP
 DA0944_SP_SET: ROCK OUTCROP
 DA0944_STAMPING: E 349 1961
 DA0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0944+STABILITY: POSITION/ELEVATION WELL
 DA0944
 DA0944  HISTORY     - Date     Condition        Report By
 DA0944  HISTORY     - 1961     MONUMENTED       CGS
 DA0944  HISTORY     - 1962     GOOD             NGS
 DA0944
 DA0944                          STATION DESCRIPTION
 DA0944
 DA0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0944'15.45 MI NW FROM TULE WELL.
 DA0944'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0944'COMMISSION SHELTER AT TULE WELL.  THENCE 12.15 MILES NORTHWEST ALONG A
 DA0944'DIM TRAIL ROAD, 0.15 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0944'POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 0.1 MILE SOUTH OF THE
 DA0944'TRAIL ROAD, 13 FEET NORTHEAST OF AND AT THE BASE OF A ROCKY
 DA0944'PROJECTION, 118 FEET SOUTH SOUTHWEST OF A METAL WITNESS POST, 18 FEET
 DA0944'SOUTHWEST OF THE CENTER LINE OF A WASH AT THE BASE OF A HILL, AND SET
 DA0944'IN THE TOP OF A LARGE SLOPING ROCK OUTCROP WHICH IS ABOUT 4 FEET ABOVE
 DA0944'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0148 ***********************************************************************
 DA0148  DESIGNATION -  E 349
 DA0148  PID         -  DA0148
 DA0148  STATE/COUNTY-  AZ/PINAL
 DA0148  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0148
 DA0148                         *CURRENT SURVEY CONTROL
 DA0148  ___________________________________________________________________
 DA0148* NAD 83(1986)-  32 49 47.     (N)    112 01 55.     (W)     SCALED    
 DA0148* NAVD 88     -       452.80   (+/-2cm)    1485.6    (feet)  VERTCON   
 DA0148  ___________________________________________________________________
 DA0148  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0148
 DA0148.The horizontal coordinates were scaled from a topographic map and have
 DA0148.an estimated accuracy of +/- 6 seconds.
 DA0148
 DA0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0148.The vertical order pertains to the NGVD 29 superseded value.
 DA0148
 DA0148.The geoid height was determined by GEOID03.
 DA0148
 DA0148;                    North         East    Units  Estimated Accuracy
 DA0148;SPC AZ C     -   202,880.      202,570.      MT  (+/- 180 meters Scaled)
 DA0148
 DA0148                          SUPERSEDED SURVEY CONTROL
 DA0148
 DA0148  NGVD 29 (??/??/92)  452.190  (m)         1483.56   (f) ADJ UNCH    2 0
 DA0148
 DA0148.Superseded values are not recommended for survey control.
 DA0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0148.See file dsdata.txt to determine how the superseded data were derived.
 DA0148
 DA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB034328(NAD 83)
 DA0148_MARKER: DB = BENCH MARK DISK
 DA0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0148_SP_SET: STOVEPIPE
 DA0148_STAMPING: E 349 1960
 DA0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0148
 DA0148  HISTORY     - Date     Condition        Report By
 DA0148  HISTORY     - 1960     MONUMENTED       CGS
 DA0148  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0148
 DA0148                          STATION DESCRIPTION
 DA0148
 DA0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0148'4.9 MI SW FROM STANFIELD.
 DA0148'1.4 MILES WEST FROM THE POST OFFICE AT STANFIELD, THENCE 3.5 MILES
 DA0148'SOUTH ALONG DIRT ROAD, THENCE 2 MILES WEST ALONG NEW HIGHWAY, 150 FEET
 DA0148'SOUTH OF CENTERLINE STAKE 2144, 50 FEET EAST OF A SMALL WASH, 1.5 FEET
 DA0148'EAST OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 DA0148'PROJECTING 8 INCHES, MARK BEING 2 FEET LOWER THAN CENTERLINE OF
 DA0148'HIGHWAY.
 DA0148
 DA0148                          STATION RECOVERY (1963)
 DA0148
 DA0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0105 ***********************************************************************
 ES0105  DESIGNATION -  E 35
 ES0105  PID         -  ES0105
 ES0105  STATE/COUNTY-  AZ/NAVAJO
 ES0105  USGS QUAD   -  WOODRUFF (1986)
 ES0105
 ES0105                         *CURRENT SURVEY CONTROL
 ES0105  ___________________________________________________________________
 ES0105* NAD 83(1986)-  34 51 58.     (N)    110 01 42.     (W)     SCALED    
 ES0105* NAVD 88     -      1622.446  (meters)    5322.97   (feet)  ADJUSTED  
 ES0105  ___________________________________________________________________
 ES0105  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0105  DYNAMIC HT  -        1620.207 (meters)    5315.63  (feet)  COMP
 ES0105  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 ES0105
 ES0105  VERT ORDER  -  SECOND    CLASS 0
 ES0105
 ES0105.The horizontal coordinates were scaled from a topographic map and have
 ES0105.an estimated accuracy of +/- 6 seconds.
 ES0105
 ES0105.The orthometric height was determined by differential leveling
 ES0105.and adjusted in June 1991.
 ES0105
 ES0105.The geoid height was determined by GEOID03.
 ES0105
 ES0105.The dynamic height is computed by dividing the NAVD 88
 ES0105.geopotential number by the normal gravity value computed on the
 ES0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0105.degrees latitude (g = 980.6199 gals.).
 ES0105
 ES0105.The modeled gravity was interpolated from observed gravity values.
 ES0105
 ES0105;                    North         East    Units  Estimated Accuracy
 ES0105;SPC AZ E     -   428,730.      226,010.      MT  (+/- 180 meters Scaled)
 ES0105
 ES0105                          SUPERSEDED SURVEY CONTROL
 ES0105
 ES0105  NGVD 29 (??/??/92) 1621.600  (m)         5320.20   (f) ADJ UNCH    2 0
 ES0105
 ES0105.Superseded values are not recommended for survey control.
 ES0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0105.See file dsdata.txt to determine how the superseded data were derived.
 ES0105
 ES0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD888586(NAD 83)
 ES0105_MARKER: DB = BENCH MARK DISK
 ES0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0105_STAMPING: E 35 1934
 ES0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0105+STABILITY: SURFACE MOTION
 ES0105
 ES0105  HISTORY     - Date     Condition        Report By
 ES0105  HISTORY     - 1934     MONUMENTED       CGS
 ES0105  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0105
 ES0105                          STATION DESCRIPTION
 ES0105
 ES0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0105'8.6 MI SE FROM HOLBROOK.
 ES0105'8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0105'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, ABOUT 500
 ES0105'FEET WEST OF A MILEAGE SIGN, AND 60 FEET NORTH OF THE CENTERLINE OF
 ES0105'THE HIGHWAY.  A STANDARD DISK, STAMPED E 35 1934 AND SET IN THE TOP OF
 ES0105'A CONCRETE POST.
 ES0105
 ES0105                          STATION RECOVERY (1983)
 ES0105
 ES0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0103 ***********************************************************************
 DB0103  DESIGNATION -  E 350
 DB0103  PID         -  DB0103
 DB0103  STATE/COUNTY-  AZ/YUMA
 DB0103  USGS QUAD   -  FORTUNA MINE (1965)
 DB0103
 DB0103                         *CURRENT SURVEY CONTROL
 DB0103  ___________________________________________________________________
 DB0103* NAD 83(1986)-  32 32 38.     (N)    114 20 34.     (W)     SCALED    
 DB0103* NAVD 88     -       202.22   (+/-2cm)     663.5    (feet)  VERTCON   
 DB0103  ___________________________________________________________________
 DB0103  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DB0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0103
 DB0103.The horizontal coordinates were scaled from a topographic map and have
 DB0103.an estimated accuracy of +/- 6 seconds.
 DB0103
 DB0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0103.The vertical order pertains to the NGVD 29 superseded value.
 DB0103
 DB0103.The geoid height was determined by GEOID03.
 DB0103
 DB0103;                    North         East    Units  Estimated Accuracy
 DB0103;SPC AZ W     -   171,330.      157,680.      MT  (+/- 180 meters Scaled)
 DB0103
 DB0103                          SUPERSEDED SURVEY CONTROL
 DB0103
 DB0103  NGVD 29 (??/??/??)  201.552  (m)          661.26   (f) ADJUSTED    2 0
 DB0103
 DB0103.Superseded values are not recommended for survey control.
 DB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0103.See file dsdata.txt to determine how the superseded data were derived.
 DB0103
 DB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS495038(NAD 83)
 DB0103_MARKER: DB = BENCH MARK DISK
 DB0103_SETTING: 66 = SET IN ROCK OUTCROP
 DB0103_SP_SET: ROCK LEDGE
 DB0103_STAMPING: E 350 1962
 DB0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0103+STABILITY: POSITION/ELEVATION WELL
 DB0103
 DB0103  HISTORY     - Date     Condition        Report By
 DB0103  HISTORY     - 1962     MONUMENTED       CGS
 DB0103
 DB0103                          STATION DESCRIPTION
 DB0103
 DB0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0103'18 MI SW FROM LIGURTA.
 DB0103'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0103'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0103'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0103'THENCE 0.85 MILE SOUTHWEST ALONG A VERY DIM TRAIL ROAD WHICH
 DB0103'FOLLOWS A GRAVELED WASH, 0.7 MILE NORTH OF A 4 X 4-INCH WHITE
 DB0103'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 10,
 DB0103'87 FEET WEST OF A GRAVEL WASH, AT THE SOUTHWEST END OF A PROMINENT
 DB0103'SHARP ROCKY HILL WHICH PROJECTS ABOUT 12 FEET ABOVE THE GROUND,
 DB0103'45 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRAIL ROAD, 4.8
 DB0103'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 DB0103'THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0971 ***********************************************************************
 DA0971  DESIGNATION -  E 351
 DA0971  PID         -  DA0971
 DA0971  STATE/COUNTY-  AZ/YUMA
 DA0971  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA0971
 DA0971                         *CURRENT SURVEY CONTROL
 DA0971  ___________________________________________________________________
 DA0971* NAD 83(1986)-  32 30 03.     (N)    113 40 52.     (W)     SCALED    
 DA0971* NAVD 88     -       186.36   (+/-2cm)     611.4    (feet)  VERTCON   
 DA0971  ___________________________________________________________________
 DA0971  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DA0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0971
 DA0971.The horizontal coordinates were scaled from a topographic map and have
 DA0971.an estimated accuracy of +/- 6 seconds.
 DA0971
 DA0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0971.The vertical order pertains to the NGVD 29 superseded value.
 DA0971
 DA0971.The geoid height was determined by GEOID03.
 DA0971
 DA0971;                    North         East    Units  Estimated Accuracy
 DA0971;SPC AZ W     -   166,410.      219,830.      MT  (+/- 180 meters Scaled)
 DA0971
 DA0971                          SUPERSEDED SURVEY CONTROL
 DA0971
 DA0971  NGVD 29 (??/??/92)  185.720  (m)          609.32   (f) ADJ UNCH    2 0
 DA0971
 DA0971.Superseded values are not recommended for survey control.
 DA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0971.See file dsdata.txt to determine how the superseded data were derived.
 DA0971
 DA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA481991(NAD 83)
 DA0971_MARKER: DB = BENCH MARK DISK
 DA0971_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0971_SP_SET: 15 FT
 DA0971_STAMPING: E 351 1962
 DA0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0971
 DA0971  HISTORY     - Date     Condition        Report By
 DA0971  HISTORY     - 1962     MONUMENTED       CGS
 DA0971
 DA0971                          STATION DESCRIPTION
 DA0971
 DA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0971'24.35 MI SE FROM TACNA.
 DA0971'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA0971'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 1.9
 DA0971'MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO TULE WELL, 2.0
 DA0971'MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0971'16 FEET AND IS NUMBERED 18, 43 FEET NORTHEAST OF THE CENTER LINE OF
 DA0971'THE ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DA0971'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DA0971'COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A
 DA0971'6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0932 ***********************************************************************
 DA0932  DESIGNATION -  E 352
 DA0932  PID         -  DA0932
 DA0932  STATE/COUNTY-  AZ/YUMA
 DA0932  USGS QUAD   -  MONREAL WELL (1990)
 DA0932
 DA0932                         *CURRENT SURVEY CONTROL
 DA0932  ___________________________________________________________________
 DA0932* NAD 83(1986)-  32 28 38.     (N)    113 25 49.     (W)     SCALED    
 DA0932* NAVD 88     -       181.26   (+/-2cm)     594.7    (feet)  VERTCON   
 DA0932  ___________________________________________________________________
 DA0932  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA0932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0932
 DA0932.The horizontal coordinates were scaled from a topographic map and have
 DA0932.an estimated accuracy of +/- 6 seconds.
 DA0932
 DA0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0932.The vertical order pertains to the NGVD 29 superseded value.
 DA0932
 DA0932.The geoid height was determined by GEOID03.
 DA0932
 DA0932;                    North         East    Units  Estimated Accuracy
 DA0932;SPC AZ W     -   163,830.      243,410.      MT  (+/- 180 meters Scaled)
 DA0932
 DA0932                          SUPERSEDED SURVEY CONTROL
 DA0932
 DA0932  NGVD 29 (??/??/92)  180.634  (m)          592.63   (f) ADJ UNCH    2 0
 DA0932
 DA0932.Superseded values are not recommended for survey control.
 DA0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0932.See file dsdata.txt to determine how the superseded data were derived.
 DA0932
 DA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA716959(NAD 83)
 DA0932_MARKER: DB = BENCH MARK DISK
 DA0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0932_STAMPING: E 352 1961
 DA0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0932+STABILITY: SURFACE MOTION
 DA0932
 DA0932  HISTORY     - Date     Condition        Report By
 DA0932  HISTORY     - 1961     MONUMENTED       CGS
 DA0932  HISTORY     - 1962     GOOD             NGS
 DA0932
 DA0932                          STATION DESCRIPTION
 DA0932
 DA0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0932'12.65 MI W FROM TONY TANK.
 DA0932'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0932'TONY TANK.  THENCE 10.95 MILES SOUTHWEST ALONG A TRAIL ROAD, 0.5 MILE
 DA0932'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0932'FEET AND IS NUMBERED 38, 60 FEET NORTHWEST OF THE CENTER LINE OF THE
 DA0932'TRAIL ROAD, 2.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DA0932'ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE
 DA0932'POST PROJECTING 6 IINCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0789 ***********************************************************************
 DA0789  DESIGNATION -  E 353
 DA0789  PID         -  DA0789
 DA0789  STATE/COUNTY-  AZ/MARICOPA
 DA0789  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0789
 DA0789                         *CURRENT SURVEY CONTROL
 DA0789  ___________________________________________________________________
 DA0789* NAD 83(1986)-  32 32 20.     (N)    113 16 27.     (W)     SCALED    
 DA0789* NAVD 88     -       212.07   (+/-2cm)     695.8    (feet)  VERTCON   
 DA0789  ___________________________________________________________________
 DA0789  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0789
 DA0789.The horizontal coordinates were scaled from a topographic map and have
 DA0789.an estimated accuracy of +/- 6 seconds.
 DA0789
 DA0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0789.The vertical order pertains to the NGVD 29 superseded value.
 DA0789
 DA0789.The geoid height was determined by GEOID03.
 DA0789
 DA0789;                    North         East    Units  Estimated Accuracy
 DA0789;SPC AZ C     -   171,430.       85,850.      MT  (+/- 180 meters Scaled)
 DA0789
 DA0789                          SUPERSEDED SURVEY CONTROL
 DA0789
 DA0789  NGVD 29 (??/??/92)  211.446  (m)          693.72   (f) ADJ UNCH    2 0
 DA0789
 DA0789.Superseded values are not recommended for survey control.
 DA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0789.See file dsdata.txt to determine how the superseded data were derived.
 DA0789
 DA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB864024(NAD 83)
 DA0789_MARKER: DB = BENCH MARK DISK
 DA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0789_STAMPING: E 353 1961
 DA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0789+STABILITY: SURFACE MOTION
 DA0789
 DA0789  HISTORY     - Date     Condition        Report By
 DA0789  HISTORY     - 1961     MONUMENTED       CGS
 DA0789  HISTORY     - 1962     GOOD             NGS
 DA0789
 DA0789                          STATION DESCRIPTION
 DA0789
 DA0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0789'2.7 MI N FROM TONY TANK.
 DA0789'ABOUT 2.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0789'TONY TANK, 2.35 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0789'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 1.0 MILES NORTH OF A
 DA0789'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0789'NUMBERED 36, 55 FEET WEST OF U.S.G.S. BENCH MARK 693.98, 27 FEET WEST
 DA0789'OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST,
 DA0789'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0789'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0811 ***********************************************************************
 DA0811  DESIGNATION -  E 354
 DA0811  PID         -  DA0811
 DA0811  STATE/COUNTY-  AZ/MARICOPA
 DA0811  USGS QUAD   -  AZTEC SE (1982)
 DA0811
 DA0811                         *CURRENT SURVEY CONTROL
 DA0811  ___________________________________________________________________
 DA0811* NAD 83(1986)-  32 51 08.     (N)    113 15 31.     (W)     SCALED    
 DA0811* NAVD 88     -       194.65   (+/-2cm)     638.6    (feet)  VERTCON   
 DA0811  ___________________________________________________________________
 DA0811  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DA0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0811
 DA0811.The horizontal coordinates were scaled from a topographic map and have
 DA0811.an estimated accuracy of +/- 6 seconds.
 DA0811
 DA0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0811.The vertical order pertains to the NGVD 29 superseded value.
 DA0811
 DA0811.The geoid height was determined by GEOID03.
 DA0811
 DA0811;                    North         East    Units  Estimated Accuracy
 DA0811;SPC AZ C     -   206,160.       87,750.      MT  (+/- 180 meters Scaled)
 DA0811
 DA0811                          SUPERSEDED SURVEY CONTROL
 DA0811
 DA0811  NGVD 29 (??/??/92)  194.050  (m)          636.65   (f) ADJ UNCH    2 0
 DA0811
 DA0811.Superseded values are not recommended for survey control.
 DA0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0811.See file dsdata.txt to determine how the superseded data were derived.
 DA0811
 DA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB886371(NAD 83)
 DA0811_MARKER: DB = BENCH MARK DISK
 DA0811_SETTING: 80 = SET IN A BOULDER
 DA0811_SP_SET: BOULDER
 DA0811_STAMPING: E 354 1960
 DA0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0811+STABILITY: SURFACE MOTION
 DA0811
 DA0811  HISTORY     - Date     Condition        Report By
 DA0811  HISTORY     - 1960     MONUMENTED       CGS
 DA0811
 DA0811                          STATION DESCRIPTION
 DA0811
 DA0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0811'2.45 MI W FROM SENTINEL.
 DA0811'2.45 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0811'106 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF A
 DA0811'METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN A BOULDER
 DA0811'PROJECTING 1 FOOT AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB3280 ***********************************************************************
 AB3280  DESIGNATION -  E 354 RESET
 AB3280  PID         -  AB3280
 AB3280  STATE/COUNTY-  AZ/MARICOPA
 AB3280  USGS QUAD   -  AZTEC SE (1982)
 AB3280
 AB3280                         *CURRENT SURVEY CONTROL
 AB3280  ___________________________________________________________________
 AB3280* NAD 83(1986)-  32 51 08.     (N)    113 15 31.     (W)     SCALED    
 AB3280* NAVD 88     -       194.46   (+/-2cm)     638.0    (feet)  VERTCON   
 AB3280  ___________________________________________________________________
 AB3280  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AB3280  VERT ORDER  -  THIRD (See Below)
 AB3280
 AB3280.The horizontal coordinates were scaled from a topographic map and have
 AB3280.an estimated accuracy of +/- 6 seconds.
 AB3280
 AB3280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3280.The vertical order pertains to the NGVD 29 superseded value.
 AB3280
 AB3280.The geoid height was determined by GEOID03.
 AB3280
 AB3280;                    North         East    Units  Estimated Accuracy
 AB3280;SPC AZ C     -   206,160.       87,750.      MT  (+/- 180 meters Scaled)
 AB3280
 AB3280                          SUPERSEDED SURVEY CONTROL
 AB3280
 AB3280  NGVD 29 (03/28/06)  193.86   (m)          636.0    (f) RESET       3  
 AB3280
 AB3280.Superseded values are not recommended for survey control.
 AB3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3280.See file dsdata.txt to determine how the superseded data were derived.
 AB3280
 AB3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB886371(NAD 83)
 AB3280_MARKER: DV = VERTICAL CONTROL DISK
 AB3280_SETTING: 66 = SET IN ROCK OUTCROP
 AB3280_STAMPING: E 354 RESET 1972
 AB3280_MARK LOGO: NGS   
 AB3280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3280+STABILITY: POSITION/ELEVATION WELL
 AB3280
 AB3280  HISTORY     - Date     Condition        Report By
 AB3280  HISTORY     - 1972     MONUMENTED       AZHD
 AB3280
 AB3280                          STATION DESCRIPTION
 AB3280
 AB3280'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ELE)
 AB3280'2.45 MILES (3.94 KM) WEST ALONG US HIGHWAY 80 FROM WATER TANK IN
 AB3280'SENTINEL, 110 FEET (33.5 M) SOUTH OF EAST BOUND CENTERLINE I-8 AT MILE
 AB3280'POST 84.35, 3 FEET (0.9 M) NORTH OF RIGHT-OF-WAY FENCE, 3.5 FEET (1.1
 AB3280'M) HIGHER THAN CENTERLINE OF ROADWAY, 63 FEET (19.2 M) SOUTH OF
 AB3280'ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0991 ***********************************************************************
 DA0991  DESIGNATION -  E 355
 DA0991  PID         -  DA0991
 DA0991  STATE/COUNTY-  AZ/YUMA
 DA0991  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0991
 DA0991                         *CURRENT SURVEY CONTROL
 DA0991  ___________________________________________________________________
 DA0991* NAD 83(1986)-  32 14 37.     (N)    113 42 34.     (W)     SCALED    
 DA0991* NAVD 88     -       330.70   (+/-2cm)    1085.0    (feet)  VERTCON   
 DA0991  ___________________________________________________________________
 DA0991  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DA0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0991
 DA0991.The horizontal coordinates were scaled from a topographic map and have
 DA0991.an estimated accuracy of +/- 6 seconds.
 DA0991
 DA0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0991.The vertical order pertains to the NGVD 29 superseded value.
 DA0991
 DA0991.The geoid height was determined by GEOID03.
 DA0991
 DA0991;                    North         East    Units  Estimated Accuracy
 DA0991;SPC AZ W     -   137,880.      217,180.      MT  (+/- 180 meters Scaled)
 DA0991
 DA0991                          SUPERSEDED SURVEY CONTROL
 DA0991
 DA0991  NGVD 29 (??/??/92)  330.011  (m)         1082.71   (f) ADJ UNCH    2 0
 DA0991
 DA0991.Superseded values are not recommended for survey control.
 DA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0991.See file dsdata.txt to determine how the superseded data were derived.
 DA0991
 DA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA447706(NAD 83)
 DA0991_MARKER: DB = BENCH MARK DISK
 DA0991_SETTING: 0 = UNSPECIFIED SETTING
 DA0991_STAMPING: E 355 1962
 DA0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0991
 DA0991  HISTORY     - Date     Condition        Report By
 DA0991  HISTORY     - 1962     MONUMENTED       CGS
 DA0991
 DA0991                          STATION DESCRIPTION
 DA0991
 DA0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0991'3.0 MI NE FROM TULE WELL.
 DA0991'ABOUT 3.0 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0991'COMMISSION SHELTER AT TULE WELL.  1.35 MILES SOUTHWEST OF A 4X4-INCH
 DA0991'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 27,
 DA0991'2.9 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0991'PROJECTS 16 FEET AND IS NUMBERED 28, 117 FEET SOUTHEAST OF THE CENTER
 DA0991'LINE OF THE ROAD, SET IN THE TOP OF THE FOOT OF A HILL OF ROCK, 10.5
 DA0991'FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 5 FEET ABOVE THE LEVEL
 DA0991'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0271 ***********************************************************************
 CZ0271  DESIGNATION -  E 355
 CZ0271  PID         -  CZ0271
 CZ0271  STATE/COUNTY-  AZ/PIMA
 CZ0271  USGS QUAD   -  VAIL (1981)
 CZ0271
 CZ0271                         *CURRENT SURVEY CONTROL
 CZ0271  ___________________________________________________________________
 CZ0271* NAD 83(1986)-  32 00 00.     (N)    110 40 26.     (W)     SCALED    
 CZ0271* NAVD 88     -      1065.038  (meters)    3494.21   (feet)  ADJUSTED  
 CZ0271  ___________________________________________________________________
 CZ0271  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CZ0271  DYNAMIC HT  -        1063.491 (meters)    3489.14  (feet)  COMP
 CZ0271  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 CZ0271
 CZ0271  VERT ORDER  -  FIRST     CLASS II
 CZ0271
 CZ0271.The horizontal coordinates were scaled from a topographic map and have
 CZ0271.an estimated accuracy of +/- 6 seconds.
 CZ0271
 CZ0271.The orthometric height was determined by differential leveling
 CZ0271.and adjusted in June 1991.
 CZ0271
 CZ0271.The geoid height was determined by GEOID03.
 CZ0271
 CZ0271.The dynamic height is computed by dividing the NAVD 88
 CZ0271.geopotential number by the normal gravity value computed on the
 CZ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0271.degrees latitude (g = 980.6199 gals.).
 CZ0271
 CZ0271.The modeled gravity was interpolated from observed gravity values.
 CZ0271
 CZ0271;                    North         East    Units  Estimated Accuracy
 CZ0271;SPC AZ C     -   111,540.      330,790.      MT  (+/- 180 meters Scaled)
 CZ0271
 CZ0271                          SUPERSEDED SURVEY CONTROL
 CZ0271
 CZ0271  NGVD 29 (??/??/92) 1064.302  (m)         3491.80   (f) ADJ UNCH    1 2
 CZ0271
 CZ0271.Superseded values are not recommended for survey control.
 CZ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0271.See file dsdata.txt to determine how the superseded data were derived.
 CZ0271
 CZ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA308404(NAD 83)
 CZ0271_MARKER: DB = BENCH MARK DISK
 CZ0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0271_SP_SET: MONUMENT
 CZ0271_STAMPING: E 355 1960
 CZ0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0271
 CZ0271  HISTORY     - Date     Condition        Report By
 CZ0271  HISTORY     - 1960     MONUMENTED       CGS
 CZ0271  HISTORY     - 1970     GOOD             NGS
 CZ0271  HISTORY     - 1979     GOOD             NGS
 CZ0271
 CZ0271                          STATION DESCRIPTION
 CZ0271
 CZ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CZ0271'21.3 MI SE FROM TUCSON.
 CZ0271'ABOUT 1.1 MILES SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 10 FROM THE
 CZ0271'OVERPASS AND INTERCHANGE WITH ARIZONA STATE HIGHWAY 83 TO THE MARK ON
 CZ0271'THE LEFT IN THE MEDIAN STRIP BETWEEN THE HIGHWAYS.  IT IS 61.5 FEET
 CZ0271'NORTH OF THE CENTERLINE OF THE EASTBOUND LANE, 2 FEET NORTH OF A METAL
 CZ0271'WITNESS POST WITH SIGN AND IS CEMENTED IN THE TOP OF A 12-INCH SQUARE
 CZ0271'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CZ0271
 CZ0271                          STATION RECOVERY (1979)
 CZ0271
 CZ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0271'22.1 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0271'HIGHWAY 89 INTERCHANGE AT TUCSON, ALSO 22.6 MILES WEST OF BENSON,
 CZ0271'0.25 MILE NORTHWEST OF MILE POST 283, BETWEEN THE TRAFFIC LANES, 62
 CZ0271'FEET NORTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE.
 CZ0271'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CZ0271'THE MARK IS 6 FT BELOW EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0514 ***********************************************************************
 GR0514  DESIGNATION -  E 356
 GR0514  PID         -  GR0514
 GR0514  STATE/COUNTY-  AZ/MOHAVE
 GR0514  USGS QUAD   -  PETROGLYPH WASH (1983)
 GR0514
 GR0514                         *CURRENT SURVEY CONTROL
 GR0514  ___________________________________________________________________
 GR0514* NAD 83(1986)-  36 07 01.     (N)    114 31 38.     (W)     SCALED    
 GR0514* NAVD 88     -       368.979  (meters)    1210.56   (feet)  POSTED    
 GR0514  ___________________________________________________________________
 GR0514  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR0514  DYNAMIC HT  -         368.610 (meters)    1209.35  (feet)  COMP
 GR0514  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 GR0514
 GR0514  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0514
 GR0514.The horizontal coordinates were scaled from a topographic map and have
 GR0514.an estimated accuracy of +/- 6 seconds.
 GR0514
 GR0514.The orthometric height was determined by differential leveling
 GR0514.and adjusted by the  in 1992.
 GR0514.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0514.was located on a no-check spur therefore a value was not computed.
 GR0514.No vertical observational check was made to the station.
 GR0514
 GR0514.The geoid height was determined by GEOID03.
 GR0514
 GR0514.The dynamic height is computed by dividing the NAVD 88
 GR0514.geopotential number by the normal gravity value computed on the
 GR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0514.degrees latitude (g = 980.6199 gals.).
 GR0514
 GR0514.The modeled gravity was interpolated from observed gravity values.
 GR0514
 GR0514;                    North         East    Units  Estimated Accuracy
 GR0514;SPC AZ W     -   567,790.      143,390.      MT  (+/- 180 meters Scaled)
 GR0514
 GR0514                          SUPERSEDED SURVEY CONTROL
 GR0514
 GR0514  NGVD 29 (??/??/92)  368.268  (m)         1208.23   (f) ADJ UNCH    1 2
 GR0514
 GR0514.Superseded values are not recommended for survey control.
 GR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0514.See file dsdata.txt to determine how the superseded data were derived.
 GR0514
 GR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV225997(NAD 83)
 GR0514_MARKER: DB = BENCH MARK DISK
 GR0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0514_STAMPING: E 356 1963
 GR0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0514
 GR0514  HISTORY     - Date     Condition        Report By
 GR0514  HISTORY     - 1963     MONUMENTED       CGS
 GR0514  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0514
 GR0514                          STATION DESCRIPTION
 GR0514
 GR0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0514'3.9 MI NW FROM BONELLI LANDING.
 GR0514'3.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0514'BONELLI LANDING, AT A DEEP ROCK CUT, ON THE EAST SIDE OF A ROCKY
 GR0514'RIDGE, 120 FEET WEST OF A WITNESS POST, ABOUT 20 FEET HIGHER THAN THE
 GR0514'WITNESS POST, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 GR0514'0.9 FOOT ABOVE THE GROUND.
 GR0514
 GR0514                          STATION RECOVERY (1979)
 GR0514
 GR0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0267 ***********************************************************************
 CG0267  DESIGNATION -  E 358
 CG0267  PID         -  CG0267
 CG0267  STATE/COUNTY-  AZ/PIMA
 CG0267  USGS QUAD   -  SAHUARITA (1981)
 CG0267
 CG0267                         *CURRENT SURVEY CONTROL
 CG0267  ___________________________________________________________________
 CG0267* NAD 83(1986)-  31 58 16.     (N)    110 59 28.     (W)     SCALED    
 CG0267* NAVD 88     -       866.69   (+/-2cm)    2843.5    (feet)  VERTCON   
 CG0267  ___________________________________________________________________
 CG0267  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0267
 CG0267.The horizontal coordinates were scaled from a topographic map and have
 CG0267.an estimated accuracy of +/- 6 seconds.
 CG0267
 CG0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0267.The vertical order pertains to the NGVD 29 superseded value.
 CG0267
 CG0267.The geoid height was determined by GEOID03.
 CG0267
 CG0267;                    North         East    Units  Estimated Accuracy
 CG0267;SPC AZ C     -   108,040.      300,840.      MT  (+/- 180 meters Scaled)
 CG0267
 CG0267                          SUPERSEDED SURVEY CONTROL
 CG0267
 CG0267  NGVD 29 (??/??/92)  866.033  (m)         2841.31   (f) ADJ UNCH    2 0
 CG0267
 CG0267.Superseded values are not recommended for survey control.
 CG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0267.See file dsdata.txt to determine how the superseded data were derived.
 CG0267
 CG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA008372(NAD 83)
 CG0267_MARKER: DB = BENCH MARK DISK
 CG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0267_STAMPING: E 358 1960
 CG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0267+STABILITY: SURFACE MOTION
 CG0267
 CG0267  HISTORY     - Date     Condition        Report By
 CG0267  HISTORY     - 1960     MONUMENTED       CGS
 CG0267  HISTORY     - 1976     GOOD             USGS
 CG0267  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 CG0267  HISTORY     - 19990213 GOOD             USPSQD
 CG0267
 CG0267                          STATION DESCRIPTION
 CG0267
 CG0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0267'1.5 MI NW FROM SAHUARITA.
 CG0267'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CG0267'U. S. HIGHWAY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD, THENCE 2.1
 CG0267'MILES SOUTH ON INTERSTATE HIGHWAY 19, 3 FEET SOUTH OF POWER POLE, 200
 CG0267'FEET WEST OF CENTER OF HIGHWAY, 2 FEET WEST OF WITNESS POST, SET IN
 CG0267'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 CG0267
 CG0267                          STATION RECOVERY (1976)
 CG0267
 CG0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0267'9.6 MILES SOUTH OF P.O. AT EMERY PARK, TUCSON, ARIZONA ALONG US HWY
 CG0267'89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD TO INTERCHANGE, THENCE 2.1
 CG0267'MILES SOUTH ALONG INTERSTATE 19 TO HELMET PARK ROAD SIGN AND POWER
 CG0267'LINE CROSSING, 140 FT WEST OF SOUTHBOUND LANE, 46 FT. WEST OF R/W
 CG0267'FENCE, UNDER A SINGLE POLE POWER LINE. SET IN TOP OF A 1.0 FT. ROUND
 CG0267'CONCRETE POST PROJECTING 0.5 FOOT. A STANDARD DISK STAMPED E358 1960.
 CG0267
 CG0267                          STATION RECOVERY (1995)
 CG0267
 CG0267'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0267'MARK NOT FOUND.
 CG0267
 CG0267                          STATION RECOVERY (1999)
 CG0267
 CG0267'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0177 ***********************************************************************
 GQ0177  DESIGNATION -  E 359
 GQ0177  PID         -  GQ0177
 GQ0177  STATE/COUNTY-  AZ/MOHAVE
 GQ0177  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0177
 GQ0177                         *CURRENT SURVEY CONTROL
 GQ0177  ___________________________________________________________________
 GQ0177* NAD 83(1986)-  36 57 16.     (N)    113 46 31.     (W)     SCALED    
 GQ0177* NAVD 88     -       672.023  (meters)    2204.80   (feet)  POSTED    
 GQ0177  ___________________________________________________________________
 GQ0177  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 GQ0177  DYNAMIC HT  -         671.310 (meters)    2202.46  (feet)  COMP
 GQ0177  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 GQ0177
 GQ0177  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0177
 GQ0177.The horizontal coordinates were scaled from a topographic map and have
 GQ0177.an estimated accuracy of +/- 6 seconds.
 GQ0177
 GQ0177.The orthometric height was determined by differential leveling
 GQ0177.and adjusted by the  in 1992.
 GQ0177.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0177.rate of 1.1 thru 2.0 mm/km.
 GQ0177
 GQ0177.The geoid height was determined by GEOID03.
 GQ0177
 GQ0177.The dynamic height is computed by dividing the NAVD 88
 GQ0177.geopotential number by the normal gravity value computed on the
 GQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0177.degrees latitude (g = 980.6199 gals.).
 GQ0177
 GQ0177.The modeled gravity was interpolated from observed gravity values.
 GQ0177
 GQ0177;                    North         East    Units  Estimated Accuracy
 GQ0177;SPC AZ W     -   660,440.      211,110.      MT  (+/- 180 meters Scaled)
 GQ0177
 GQ0177                          SUPERSEDED SURVEY CONTROL
 GQ0177
 GQ0177  NGVD 29 (??/??/92)  671.209  (m)         2202.12   (f) ADJ UNCH    2 0
 GQ0177
 GQ0177.Superseded values are not recommended for survey control.
 GQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0177.See file dsdata.txt to determine how the superseded data were derived.
 GQ0177
 GQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF528934(NAD 83)
 GQ0177_MARKER: DB = BENCH MARK DISK
 GQ0177_SETTING: 80 = SET IN A BOULDER
 GQ0177_SP_SET: BOULDER
 GQ0177_STAMPING: E 359 1960
 GQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0177+STABILITY: SURFACE MOTION
 GQ0177
 GQ0177  HISTORY     - Date     Condition        Report By
 GQ0177  HISTORY     - 1960     MONUMENTED       CGS
 GQ0177  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0177
 GQ0177                          STATION DESCRIPTION
 GQ0177
 GQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0177'26.55 MI SW FROM ST GEORGE, UT.
 GQ0177'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0177'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0177'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0177'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA-UTAH
 GQ0177'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0177'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0177'INTERSECTION OF 3 ROADS THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0177'MILES TO THE VIRGIN RIVER, THENCE FOLLOW RIVER BED SOUTHWEST 5.6 MILES
 GQ0177'TO A YELLOW B.M. PAINTED ON A ROCK AT THE MARK, ABOUT 240 FEET
 GQ0177'NORTHWEST OF RIVER BANK, CEMENTED IN A BOULDER THAT IS ABOUT 6 FEET
 GQ0177'HIGHER THAN THE RIVER.
 GQ0177
 GQ0177                          STATION RECOVERY (1982)
 GQ0177
 GQ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0515 ***********************************************************************
 DA0515  DESIGNATION -  E 36
 DA0515  PID         -  DA0515
 DA0515  STATE/COUNTY-  AZ/MARICOPA
 DA0515  USGS QUAD   -  BLACK GAP (1986)
 DA0515
 DA0515                         *CURRENT SURVEY CONTROL
 DA0515  ___________________________________________________________________
 DA0515* NAD 83(1986)-  32 46 28.     (N)    112 48 45.     (W)     SCALED    
 DA0515* NAVD 88     -       305.993  (meters)    1003.91   (feet)  ADJUSTED  
 DA0515  ___________________________________________________________________
 DA0515  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0515  DYNAMIC HT  -         305.636 (meters)    1002.74  (feet)  COMP
 DA0515  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 DA0515
 DA0515  VERT ORDER  -  FIRST     CLASS II
 DA0515
 DA0515.The horizontal coordinates were scaled from a topographic map and have
 DA0515.an estimated accuracy of +/- 6 seconds.
 DA0515
 DA0515.The orthometric height was determined by differential leveling
 DA0515.and adjusted in June 1991.
 DA0515
 DA0515.The geoid height was determined by GEOID03.
 DA0515
 DA0515.The dynamic height is computed by dividing the NAVD 88
 DA0515.geopotential number by the normal gravity value computed on the
 DA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0515.degrees latitude (g = 980.6199 gals.).
 DA0515
 DA0515.The modeled gravity was interpolated from observed gravity values.
 DA0515
 DA0515;                    North         East    Units  Estimated Accuracy
 DA0515;SPC AZ C     -   197,100.      129,440.      MT  (+/- 180 meters Scaled)
 DA0515
 DA0515                          SUPERSEDED SURVEY CONTROL
 DA0515
 DA0515  NGVD 29 (??/??/92)  305.382  (m)         1001.91   (f) ADJ UNCH    1 2
 DA0515
 DA0515.Superseded values are not recommended for survey control.
 DA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0515.See file dsdata.txt to determine how the superseded data were derived.
 DA0515
 DA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB302277(NAD 83)
 DA0515_MARKER: DB = BENCH MARK DISK
 DA0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0515_STAMPING: E 36 1933 1001.944
 DA0515_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0515+STABILITY: SURFACE MOTION
 DA0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0515+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0515
 DA0515  HISTORY     - Date     Condition        Report By
 DA0515  HISTORY     - 1933     MONUMENTED       CGS
 DA0515  HISTORY     - 1953     GOOD             NGS
 DA0515  HISTORY     - 1980     GOOD             NGS
 DA0515  HISTORY     - 20010730 GOOD             NGS
 DA0515  HISTORY     - 20060219 GOOD             USPSQD
 DA0515  HISTORY     - 20070603 GOOD             GEOCAC
 DA0515
 DA0515                          STATION DESCRIPTION
 DA0515
 DA0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0515'13.3 MI S FROM GILA BEND.
 DA0515'13.3 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0515'COMPANY RAILROAD STATION AT GILA BEND, 13 1/2 POLES SOUTH OF TUCSON,
 DA0515'CORNELIA AND GILA BEND RAILROAD MILEPOLE 13, 0.5 MILE SOUTH OF
 DA0515'RAILROAD WOODEN BRIDGE 130, 95.0 FEET WEST OF THE WEST RAIL, 61 FEET
 DA0515'SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 60.6 FEET EAST
 DA0515'OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET NORTH OF A WITNESS POST,
 DA0515'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0515'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0515
 DA0515                          STATION RECOVERY (1980)
 DA0515
 DA0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0515'21.1 KM (13.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0515'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.8 KM (0.5 MI)
 DA0515'SOUTHWEST OF RAILWAY BRIDGE NUMBER 130, 0.6 KM (0.4 MI) SOUTHWEST OF
 DA0515'STATE HIGHWAY 85 MILEPOST 13, 13-1/2 TELEGRAPH POLES SOUTHWEST OF
 DA0515'RAILWAY MILEPOLE 13, 29.0 METERS (95.0 FT) NORTHWEST OF THE NORTHWEST
 DA0515'RAIL OF THE TRACKS, 51.8 METERS (170 FT) SOUTHEAST OF THE CENTERLINE
 DA0515'OF THE HIGHWAY, 18.6 METERS (61.0 FT) SOUTHWEST OF AN IRON TELEGRAPH
 DA0515'POLE, 11.9 METERS (39.0 FT) SOUTHWEST OF A WHITE, 3-INCH ANGLE IRON
 DA0515'MARKER NUMBER 1506+00.87 RT, 8.2 METERS (27.0 FT) NORTHEAST OF AN
 DA0515'IRON BRACE IN THE RIGHT-OF-WAY FENCE LINE.
 DA0515'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0515'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0515
 DA0515                          STATION RECOVERY (2001)
 DA0515
 DA0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0515'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0515
 DA0515                          STATION RECOVERY (2006)
 DA0515
 DA0515'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0515'RECOVERED AS DESCRIBED.
 DA0515
 DA0515                          STATION RECOVERY (2007)
 DA0515
 DA0515'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0621 ***********************************************************************
 DA0621  DESIGNATION -  E 360
 DA0621  PID         -  DA0621
 DA0621  STATE/COUNTY-  AZ/MARICOPA
 DA0621  USGS QUAD   -  BOSQUE (1973)
 DA0621
 DA0621                         *CURRENT SURVEY CONTROL
 DA0621  ___________________________________________________________________
 DA0621* NAD 83(2007)-  32 58 30.00573(N)    112 33 06.00884(W)     ADJUSTED  
 DA0621* NAVD 88     -       335.678  (meters)    1101.30   (feet)  ADJUSTED  
 DA0621  ___________________________________________________________________
 DA0621  EPOCH DATE  -        2007.00
 DA0621  X           -  -2,054,205.951 (meters)                     COMP
 DA0621  Y           -  -4,946,669.850 (meters)                     COMP
 DA0621  Z           -   3,451,798.947 (meters)                     COMP
 DA0621  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 DA0621  ELLIP HEIGHT-         304.608 (meters)          (02/10/07) ADJUSTED
 DA0621  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DA0621  DYNAMIC HT  -         335.275 (meters)    1099.98  (feet)  COMP
 DA0621
 DA0621  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA0621  Type    PID    Designation                      North   East  Ellip
 DA0621  -------------------------------------------------------------------
 DA0621  NETWORK DA0621 E 360                             0.71   0.69   1.12
 DA0621  -------------------------------------------------------------------
 DA0621  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 DA0621
 DA0621  VERT ORDER  -  FIRST     CLASS II
 DA0621
 DA0621.The horizontal coordinates were established by GPS observations
 DA0621.and adjusted by the National Geodetic Survey in February 2007.
 DA0621
 DA0621.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0621.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0621.The horizontal coordinates are valid at the epoch date displayed above.
 DA0621.The epoch date for horizontal control is a decimal equivalence
 DA0621.of Year/Month/Day.
 DA0621
 DA0621.The orthometric height was determined by differential leveling
 DA0621.and adjusted in June 1991.
 DA0621
 DA0621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0621
 DA0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0621
 DA0621.The ellipsoidal height was determined by GPS observations
 DA0621.and is referenced to NAD 83.
 DA0621
 DA0621.The geoid height was determined by GEOID03.
 DA0621
 DA0621.The dynamic height is computed by dividing the NAVD 88
 DA0621.geopotential number by the normal gravity value computed on the
 DA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0621.degrees latitude (g = 980.6199 gals.).
 DA0621
 DA0621.The modeled gravity was interpolated from observed gravity values.
 DA0621
 DA0621;                    North         East     Units Scale Factor Converg.
 DA0621;SPC AZ C     -   219,158.411   154,005.687   MT  0.99994342   -0 20 44.2
 DA0621;SPC AZ C     -   719,023.66    505,268.00   iFT  0.99994342   -0 20 44.2
 DA0621;UTM  12      - 3,649,584.412   355,001.392   MT  0.99985924   -0 50 40.8
 DA0621
 DA0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0621!SPC AZ C     -   0.99995218  x   0.99994342  =   0.99989560
 DA0621!UTM  12      -   0.99995218  x   0.99985924  =   0.99981143
 DA0621
 DA0621                          SUPERSEDED SURVEY CONTROL
 DA0621
 DA0621  NAD 83(1992)-  32 58 30.00490(N)    112 33 06.00851(W) AD(       ) B
 DA0621  ELLIP H (04/12/01)  304.641  (m)                       GP(       ) 3 2
 DA0621  NAVD 88 (04/12/01)  335.68   (m)         1101.3    (f) LEVELING    3  
 DA0621  NGVD 29 (??/??/92)  335.044  (m)         1099.22   (f) ADJ UNCH    1 2
 DA0621
 DA0621.Superseded values are not recommended for survey control.
 DA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0621.See file dsdata.txt to determine how the superseded data were derived.
 DA0621
 DA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5500149584(NAD 83)
 DA0621_MARKER: DB = BENCH MARK DISK
 DA0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0621_SP_SET: 16 FEET
 DA0621_STAMPING: E 360 1967
 DA0621_PROJECTION: PROJECTING 13 CENTIMETERS
 DA0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0621+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0621_ROD/PIPE-DEPTH:  4.9 meters
 DA0621
 DA0621  HISTORY     - Date     Condition        Report By
 DA0621  HISTORY     - 1967     MONUMENTED       CGS
 DA0621  HISTORY     - 1980     GOOD             NGS
 DA0621  HISTORY     - 1980     GOOD             NGS
 DA0621  HISTORY     - 19941202 GOOD             USPSQD
 DA0621  HISTORY     - 20000424 GOOD             MCDOT
 DA0621  HISTORY     - 20020910 GOOD             MCDOT
 DA0621  HISTORY     - 20070603 GOOD             GEOCAC
 DA0621
 DA0621                          STATION DESCRIPTION
 DA0621
 DA0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0621'9.7 MI E FROM GILA BEND.
 DA0621'9.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0621'GILA BEND, IN S 22, T 5 S, R 3 W, 5 1/2 RAILS EAST OF THE EAST END OF
 DA0621'RAILROAD BRIDGE 6, 38 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 DA0621'7 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 DA0621'POLES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 DA0621'LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DA0621'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH IRON
 DA0621'PIPE PROJECTING 8 INCHES.
 DA0621
 DA0621                          STATION RECOVERY (1980)
 DA0621
 DA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0621'RECOVERED IN GOOD CONDITION.
 DA0621
 DA0621                          STATION RECOVERY (1980)
 DA0621
 DA0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0621'RECOVERED IN GOOD CONDITION.
 DA0621
 DA0621                          STATION RECOVERY (1994)
 DA0621
 DA0621'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0621'RECOVERED IN GOOD CONDITION.
 DA0621
 DA0621                          STATION RECOVERY (2000)
 DA0621
 DA0621'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0621'RECOVERED AS DESCRIBED.
 DA0621
 DA0621                          STATION RECOVERY (2002)
 DA0621
 DA0621'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DA0621'RECOVERED IN GOOD CONDITION.
 DA0621
 DA0621                          STATION RECOVERY (2007)
 DA0621
 DA0621'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0771 ***********************************************************************
 DV0771  DESIGNATION -  E 362
 DV0771  PID         -  DV0771
 DV0771  STATE/COUNTY-  AZ/MARICOPA
 DV0771  USGS QUAD   -  WINTERSBURG (1984)
 DV0771
 DV0771                         *CURRENT SURVEY CONTROL
 DV0771  ___________________________________________________________________
 DV0771* NAD 83(1986)-  33 24 57.     (N)    112 51 03.     (W)     SCALED    
 DV0771* NAVD 88     -       304.802  (meters)    1000.00   (feet)  ADJUSTED  
 DV0771  ___________________________________________________________________
 DV0771  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV0771  DYNAMIC HT  -         304.451 (meters)     998.85  (feet)  COMP
 DV0771  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 DV0771
 DV0771  VERT ORDER  -  FIRST     CLASS II
 DV0771
 DV0771.The horizontal coordinates were scaled from a topographic map and have
 DV0771.an estimated accuracy of +/- 6 seconds.
 DV0771
 DV0771.The orthometric height was determined by differential leveling
 DV0771.and adjusted in June 1991.
 DV0771
 DV0771.The geoid height was determined by GEOID03.
 DV0771
 DV0771.The dynamic height is computed by dividing the NAVD 88
 DV0771.geopotential number by the normal gravity value computed on the
 DV0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0771.degrees latitude (g = 980.6199 gals.).
 DV0771
 DV0771.The modeled gravity was interpolated from observed gravity values.
 DV0771
 DV0771;                    North         East    Units  Estimated Accuracy
 DV0771;SPC AZ C     -   268,260.      126,480.      MT  (+/- 180 meters Scaled)
 DV0771
 DV0771                          SUPERSEDED SURVEY CONTROL
 DV0771
 DV0771  NGVD 29 (??/??/92)  304.185  (m)          997.98   (f) ADJ UNCH    1 2
 DV0771
 DV0771.Superseded values are not recommended for survey control.
 DV0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0771.See file dsdata.txt to determine how the superseded data were derived.
 DV0771
 DV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB279989(NAD 83)
 DV0771_MARKER: DB = BENCH MARK DISK
 DV0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0771_STAMPING: E 362 1967
 DV0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0771+STABILITY: SURFACE MOTION
 DV0771
 DV0771  HISTORY     - Date     Condition        Report By
 DV0771  HISTORY     - 1967     MONUMENTED       CGS
 DV0771  HISTORY     - 1981     GOOD             NGS
 DV0771
 DV0771                          STATION DESCRIPTION
 DV0771
 DV0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0771'8.8 MI NW FROM HASSAYAMPA.
 DV0771'8.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0771'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 22, T 1 N, R 6 W,
 DV0771'0.1 MILE SOUTHEAST OF A GENERAL STORE AND A CAFE, AT THE INTERSECTION
 DV0771'OF THE ROAD AND A NORTH-SOUTH GRAVELED ROAD, 72 1/2 FEET NORTHEAST OF
 DV0771'THE CENTER LINE OF THE ROAD, 13.8 FEET SOUTH OF TELEPHONE POLE NUMBER
 DV0771'31-1 WHICH IS BRACED BY A GUY WIRE AND SUPPORTS A METER AND A RELAY
 DV0771'BOX, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DV0771'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0771
 DV0771                          STATION RECOVERY (1981)
 DV0771
 DV0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0980 ***********************************************************************
 CZ0980  DESIGNATION -  E 363
 CZ0980  PID         -  CZ0980
 CZ0980  STATE/COUNTY-  AZ/PINAL
 CZ0980  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0980
 CZ0980                         *CURRENT SURVEY CONTROL
 CZ0980  ___________________________________________________________________
 CZ0980* NAD 83(1986)-  32 55 40.     (N)    111 50 23.     (W)     SCALED    
 CZ0980* NAVD 88     -       408.071  (meters)    1338.81   (feet)  ADJUSTED  
 CZ0980  ___________________________________________________________________
 CZ0980  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ0980  DYNAMIC HT  -         407.574 (meters)    1337.18  (feet)  COMP
 CZ0980  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 CZ0980  OBS GRAVITY -     979,410.7   (mgal)                       GRAV_OBS
 CZ0980
 CZ0980  VERT ORDER  -  FIRST     CLASS II
 CZ0980
 CZ0980.The horizontal coordinates were scaled from a topographic map and have
 CZ0980.an estimated accuracy of +/- 6 seconds.
 CZ0980
 CZ0980.The orthometric height was determined by differential leveling
 CZ0980.and adjusted in June 1991.
 CZ0980
 CZ0980.The geoid height was determined by GEOID03.
 CZ0980
 CZ0980.The dynamic height is computed by dividing the NAVD 88
 CZ0980.geopotential number by the normal gravity value computed on the
 CZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0980.degrees latitude (g = 980.6199 gals.).
 CZ0980
 CZ0980.The modeled gravity was interpolated from observed gravity values.
 CZ0980.The observed gravity was obtained from relative gravimeter ties
 CZ0980.to the IGSN71 gravity network.
 CZ0980
 CZ0980;                    North         East    Units  Estimated Accuracy
 CZ0980;SPC AZ C     -   213,750.      220,560.      MT  (+/- 180 meters Scaled)
 CZ0980
 CZ0980                          SUPERSEDED SURVEY CONTROL
 CZ0980
 CZ0980  NGVD 29 (??/??/92)  407.474  (m)         1336.85   (f) ADJ UNCH    1 2
 CZ0980
 CZ0980.Superseded values are not recommended for survey control.
 CZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0980.See file dsdata.txt to determine how the superseded data were derived.
 CZ0980
 CZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB214435(NAD 83)
 CZ0980_MARKER: DB = BENCH MARK DISK
 CZ0980_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0980_SP_SET: 15FT.
 CZ0980_STAMPING: E 363 1967
 CZ0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0980+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ0980
 CZ0980  HISTORY     - Date     Condition        Report By
 CZ0980  HISTORY     - 1967     MONUMENTED       CGS
 CZ0980  HISTORY     - 1980     GOOD             NGS
 CZ0980  HISTORY     - 1980     GOOD             NGS
 CZ0980  HISTORY     - 20041013 GOOD             MHD
 CZ0980  HISTORY     - 20070407 GOOD             GEOCAC
 CZ0980
 CZ0980                          STATION DESCRIPTION
 CZ0980
 CZ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0980'6.25 MI NW FROM CASA GRANDA.
 CZ0980'ABOUT 6.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0980'THE STATION AT CASA GRANDE, IN S 4, T 6 S, R 5 E, 8 POLES NORTHWEST OF
 CZ0980'MILEPOST 913, 86 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 CZ0980'152 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS
 CZ0980'THE RAILROAD TRACKS, 11 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE
 CZ0980'WITH A ROW OF POLES, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 CZ0980'4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH
 CZ0980'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED
 CZ0980'IN A 5-INCH IRON PIPE PROJECTING 8 INCHES.
 CZ0980
 CZ0980                          STATION RECOVERY (1980)
 CZ0980
 CZ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0980'RECOVERED IN GOOD CONDITION.
 CZ0980
 CZ0980                          STATION RECOVERY (1980)
 CZ0980
 CZ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0980'RECOVERED IN GOOD CONDITION.
 CZ0980
 CZ0980                          STATION RECOVERY (2004)
 CZ0980
 CZ0980'RECOVERY NOTE BY MHD AND ASSOCIATES 2004 (JHD)
 CZ0980'RECOVERED IN GOOD CONDITION.
 CZ0980
 CZ0980                          STATION RECOVERY (2007)
 CZ0980
 CZ0980'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0385 ***********************************************************************
 CZ0385  DESIGNATION -  E 364
 CZ0385  PID         -  CZ0385
 CZ0385  STATE/COUNTY-  AZ/PINAL
 CZ0385  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0385
 CZ0385                         *CURRENT SURVEY CONTROL
 CZ0385  ___________________________________________________________________
 CZ0385* NAD 83(1986)-  32 56 06.     (N)    111 27 47.     (W)     SCALED    
 CZ0385* NAVD 88     -       456.516  (meters)    1497.75   (feet)  ADJUSTED  
 CZ0385  ___________________________________________________________________
 CZ0385  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ0385  DYNAMIC HT  -         455.952 (meters)    1495.90  (feet)  COMP
 CZ0385  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 CZ0385
 CZ0385  VERT ORDER  -  FIRST     CLASS II
 CZ0385
 CZ0385.The horizontal coordinates were scaled from a topographic map and have
 CZ0385.an estimated accuracy of +/- 6 seconds.
 CZ0385
 CZ0385.The orthometric height was determined by differential leveling
 CZ0385.and adjusted in November 1993.
 CZ0385
 CZ0385.The geoid height was determined by GEOID03.
 CZ0385
 CZ0385.The dynamic height is computed by dividing the NAVD 88
 CZ0385.geopotential number by the normal gravity value computed on the
 CZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0385.degrees latitude (g = 980.6199 gals.).
 CZ0385
 CZ0385.The modeled gravity was interpolated from observed gravity values.
 CZ0385
 CZ0385;                    North         East    Units  Estimated Accuracy
 CZ0385;SPC AZ C     -   214,640.      255,780.      MT  (+/- 180 meters Scaled)
 CZ0385
 CZ0385                          SUPERSEDED SURVEY CONTROL
 CZ0385
 CZ0385  NGVD 29 (??/??/92)  456.069  (m)         1496.29   (f) ADJ UNCH    1 2
 CZ0385
 CZ0385.Superseded values are not recommended for survey control.
 CZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0385.See file dsdata.txt to determine how the superseded data were derived.
 CZ0385
 CZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB567441(NAD 83)
 CZ0385_MARKER: DB = BENCH MARK DISK
 CZ0385_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0385_SP_SET: COPPER-CLAD STEEL ROD
 CZ0385_STAMPING: E 364 1967
 CZ0385_MARK LOGO: CGS   
 CZ0385_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0385+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0385
 CZ0385  HISTORY     - Date     Condition        Report By
 CZ0385  HISTORY     - 1967     MONUMENTED       CGS
 CZ0385  HISTORY     - 19920104 GOOD             NGS
 CZ0385  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0385
 CZ0385                          STATION DESCRIPTION
 CZ0385
 CZ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0385'10.85 MI SW FROM FLORENCE.
 CZ0385'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0385'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0385'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0385'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0385'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0385'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 CZ0385'WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED
 CZ0385'ROAD, IN S 1, T 6 S, R 8 E, 109 FEET WEST OF THE CENTER LINE OF THE
 CZ0385'ROAD, 16 FEET NORTH OF THE NORTH BANK OF AN IRRIGATION DITCH, 1/2 FOOT
 CZ0385'SOUTH OF A SECTION LINE FENCE, 1.5 FEET WEST OF A METAL WITNESS POST,
 CZ0385'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 CZ0385'ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 5-INCH
 CZ0385'IRON PIPE PROJECTING 3 INCHES.
 CZ0385
 CZ0385                          STATION RECOVERY (1992)
 CZ0385
 CZ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0385'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0385'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0385'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0385'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0385'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0385'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0385'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ0385'BARTLETT ROAD, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ0385'37.9 M (124.3 FT) SOUTHWEST OF A UTILITY POLE, 31.5 M (103.3 FT) WEST
 CZ0385'OF AND LEVEL WITH THE ROAD CENTER, 16.1 M (52.8 FT) WEST-NORTHWEST OF
 CZ0385'THE NORTH END OF A HEADGATE, 4.8 M (15.7 FT) SOUTH OF THE CENTER OF A
 CZ0385'FIELD ROAD, 4.3 M (14.1 FT) NORTH OF THE NORTH BANK OF AN IRRIGATION
 CZ0385'DITCH, AND 0..1 M (0.00 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK
 CZ0385'IS ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND
 CZ0385'SURFACE.
 CZ0385
 CZ0385                          STATION RECOVERY (2007)
 CZ0385
 CZ0385'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0058 ***********************************************************************
 DV0058  DESIGNATION -  E 365
 DV0058  PID         -  DV0058
 DV0058  STATE/COUNTY-  AZ/MARICOPA
 DV0058  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0058
 DV0058                         *CURRENT SURVEY CONTROL
 DV0058  ___________________________________________________________________
 DV0058* NAD 83(1986)-  33 40 07.     (N)    112 11 14.     (W)     SCALED    
 DV0058* NAVD 88     -       389.147  (meters)    1276.73   (feet)  ADJUSTED  
 DV0058  ___________________________________________________________________
 DV0058  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0058  DYNAMIC HT  -         388.699 (meters)    1275.26  (feet)  COMP
 DV0058  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DV0058
 DV0058  VERT ORDER  -  FIRST     CLASS II
 DV0058
 DV0058.The horizontal coordinates were scaled from a topographic map and have
 DV0058.an estimated accuracy of +/- 6 seconds.
 DV0058
 DV0058.The orthometric height was determined by differential leveling
 DV0058.and adjusted in June 1991.
 DV0058
 DV0058.The geoid height was determined by GEOID03.
 DV0058
 DV0058.The dynamic height is computed by dividing the NAVD 88
 DV0058.geopotential number by the normal gravity value computed on the
 DV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0058.degrees latitude (g = 980.6199 gals.).
 DV0058
 DV0058.The modeled gravity was interpolated from observed gravity values.
 DV0058
 DV0058;                    North         East    Units  Estimated Accuracy
 DV0058;SPC AZ C     -   295,930.      188,270.      MT  (+/- 180 meters Scaled)
 DV0058
 DV0058                          SUPERSEDED SURVEY CONTROL
 DV0058
 DV0058  NGVD 29 (??/??/92)  388.532  (m)         1274.71   (f) ADJ UNCH    1 2
 DV0058
 DV0058.Superseded values are not recommended for survey control.
 DV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0058.See file dsdata.txt to determine how the superseded data were derived.
 DV0058
 DV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899260(NAD 83)
 DV0058_MARKER: DB = BENCH MARK DISK
 DV0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0058_STAMPING: E 365 1967
 DV0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0058+STABILITY: SURFACE MOTION
 DV0058
 DV0058  HISTORY     - Date     Condition        Report By
 DV0058  HISTORY     - 1967     MONUMENTED       CGS
 DV0058  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DV0058
 DV0058                          STATION DESCRIPTION
 DV0058
 DV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0058'10.5 MI NE FROM SUN CITY.
 DV0058'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0058'CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 DV0058'CROSS-COUNTRY THROUGH A CITRUS GROVE, THENCE 0.25 MILE EAST ACROSS
 DV0058'BOTTOM LAND OF THE NEW RIVER, THENCE 1.5 MILES EAST ALONG A GRADED
 DV0058'DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD WHICH IS 67TH
 DV0058'AVENUE, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, OR ABOUT 1.8 MILES
 DV0058'EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT GLENDALE, THENCE
 DV0058'6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 2.0 MILES WEST ALONG
 DV0058'BELL ROAD, THENCE 2.0 MILES NORTH ALONG NORTH 59TH AVENUE, IN SECTION
 DV0058'30, T 3 N, R 2 E, AT THE JUNCTION OF THE GRAVELED ROAD AND NORTH 59TH
 DV0058'AVENUE, 50 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 28 FEET
 DV0058'WEST OF THE CENTER LINE OF NORTH 59TH AVENUE, 95 FEET SOUTHWEST AND
 DV0058'ACROSS THE JUNCTION OF THE ROAD AND THE AVENUE FROM A POWER POLE, 6
 DV0058'FEET NORTH OF A LARGE WILLOW TREE, 1.3 FEET SOUTHEAST OF A METAL
 DV0058'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS, AND SET IN
 DV0058'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 DV0058
 DV0058                          STATION RECOVERY (1981)
 DV0058
 DV0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0058'THIS BENCH MARK WILL BE DESTROYED AFTER THIS SURVEY BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0552 ***********************************************************************
 DV0552  DESIGNATION -  E 366
 DV0552  PID         -  DV0552
 DV0552  STATE/COUNTY-  AZ/MARICOPA
 DV0552  USGS QUAD   -  PERRYVILLE (1982)
 DV0552
 DV0552                         *CURRENT SURVEY CONTROL
 DV0552  ___________________________________________________________________
 DV0552* NAD 83(1986)-  33 27 52.     (N)    112 27 40.     (W)     SCALED    
 DV0552* NAVD 88     -       320.871  (meters)    1052.72   (feet)  ADJUSTED  
 DV0552  ___________________________________________________________________
 DV0552  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0552  DYNAMIC HT  -         320.503 (meters)    1051.52  (feet)  COMP
 DV0552  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV0552
 DV0552  VERT ORDER  -  FIRST     CLASS II
 DV0552
 DV0552.The horizontal coordinates were scaled from a topographic map and have
 DV0552.an estimated accuracy of +/- 6 seconds.
 DV0552
 DV0552.The orthometric height was determined by differential leveling
 DV0552.and adjusted in June 1991.
 DV0552
 DV0552.The geoid height was determined by GEOID03.
 DV0552
 DV0552.The dynamic height is computed by dividing the NAVD 88
 DV0552.geopotential number by the normal gravity value computed on the
 DV0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0552.degrees latitude (g = 980.6199 gals.).
 DV0552
 DV0552.The modeled gravity was interpolated from observed gravity values.
 DV0552
 DV0552;                    North         East    Units  Estimated Accuracy
 DV0552;SPC AZ C     -   273,390.      162,750.      MT  (+/- 180 meters Scaled)
 DV0552
 DV0552                          SUPERSEDED SURVEY CONTROL
 DV0552
 DV0552  NGVD 29 (??/??/92)  320.232  (m)         1050.63   (f) ADJ UNCH    1 2
 DV0552
 DV0552.Superseded values are not recommended for survey control.
 DV0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0552.See file dsdata.txt to determine how the superseded data were derived.
 DV0552
 DV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642037(NAD 83)
 DV0552_MARKER: DB = BENCH MARK DISK
 DV0552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV0552_STAMPING: E 366 1967
 DV0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0552+STABILITY: SURFACE MOTION
 DV0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0552+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DV0552
 DV0552  HISTORY     - Date     Condition        Report By
 DV0552  HISTORY     - 1967     MONUMENTED       CGS
 DV0552  HISTORY     - 1981     GOOD             NGS
 DV0552  HISTORY     - 1981     GOOD             AZDT
 DV0552  HISTORY     - 20040719 GOOD             SWGEOM
 DV0552
 DV0552                          STATION DESCRIPTION
 DV0552
 DV0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0552'8.0 MI NW FROM GOODYEAR.
 DV0552'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0552'THENCE 2.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 3, T 1 N, R 2 W,
 DV0552'123 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF PERRYVILLE
 DV0552'ROAD AND MCDOWELL ROAD, 91 FEET SOUTH OF THE CENTER LINE OF MCDOWELL
 DV0552'ROAD, 82 FEET EAST OF THE CENTER LINE OF PERRYVILLE ROAD, SET IN THE
 DV0552'TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION SUPPORTING AN
 DV0552'IRRIGATION PUMP AND WHICH SURROUNDS A 20-INCH CASING FOR A 650 FOOT
 DV0552'WELL, 19 FEET SOUTHEAST OF THE MOST EASTERLY POWER POLE SUPPORTING 3
 DV0552'TRANSFORMERS, 18.3 FEET SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 1
 DV0552'INCH ABOVE THE LEVEL OF THE GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DV0552'THE ROADS.
 DV0552
 DV0552                          STATION RECOVERY (1981)
 DV0552
 DV0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0552'RECOVERED IN GOOD CONDITION.
 DV0552
 DV0552                          STATION RECOVERY (1981)
 DV0552
 DV0552'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0552'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV0552'DYSART ROAD TO PERRYVILLE ROAD, THENCE NORTH 0.15 MI (0.24 KM) TO
 DV0552'THE MARK ON THE SOUTHEAST CORNER OF PERRYVILLE ROAD AND WEST MCDOWELL
 DV0552'ROAD, 90.0 FT (27.4 M) SOUTH OF THE CENTERLINE OF MCDOWELL ROAD, 75.0
 DV0552'FT (22.86 M) EAST OF CENTERLINE OF PERRYVILLE ROAD, 18.5 FEET
 DV0552'(5.64 M) SOUTHWEST OF CGS BM F366.  A STANDARD CGS BRASS DISC ON
 DV0552'A 4 FT (1.22 M) SQUARE CONCRETE WELL BASE.
 DV0552
 DV0552                          STATION RECOVERY (2004)
 DV0552
 DV0552'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2004 (BSF)
 DV0552'POINT IS LOCATED INSIDE AN ARIZONA WATER COMPANY WORK YARD.  CONTACT
 DV0552'PHONE 623-853-9302.
 DV0552'STATION IS LOCATED 1.5 FEET DEEP IN A HAND HOLE.  LID OF HAND HOLE IS
 DV0552'0.6 FEET IN DIAMETER AND IS MARKED  WATER .  HAND HOLE LOCATED ON
 DV0552'HIGHEST STEP OF CONCRETE WELL PAD (A 4X5 FOOT PAD) ATOP A 10X10 FOOT
 DV0552'LOWER PAD.  1.4 FEET SOUTHEAST OF OUTSIDE OF WELL CASING, 1.2 FEET
 DV0552'NORTHWEST OF SOUTHEAST CORNER OF HIGHEST WELL PAD, AND 18.5 FEET
 DV0552'SOUTHWEST OF DV0554   F 366.
 DV0552'OBSERVED W/ RTK GPS, NAD83(CORS96)(EPOCH 2002.0000) N 33D 27M 51.930S
 DV0552'W 112D 27M 40.496S ELIP HGT 290.55 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0630 ***********************************************************************
 CG0630  DESIGNATION -  E 38
 CG0630  PID         -  CG0630
 CG0630  STATE/COUNTY-  AZ/PIMA
 CG0630  USGS QUAD   -  SELLS EAST (1982)
 CG0630
 CG0630                         *CURRENT SURVEY CONTROL
 CG0630  ___________________________________________________________________
 CG0630* NAD 83(1986)-  31 55 10.     (N)    111 49 39.     (W)     SCALED    
 CG0630* NAVD 88     -       762.65   (+/-2cm)    2502.1    (feet)  VERTCON   
 CG0630  ___________________________________________________________________
 CG0630  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CG0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0630
 CG0630.The horizontal coordinates were scaled from a topographic map and have
 CG0630.an estimated accuracy of +/- 6 seconds.
 CG0630
 CG0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0630.The vertical order pertains to the NGVD 29 superseded value.
 CG0630
 CG0630.The geoid height was determined by GEOID03.
 CG0630
 CG0630;                    North         East    Units  Estimated Accuracy
 CG0630;SPC AZ C     -   101,940.      221,790.      MT  (+/- 180 meters Scaled)
 CG0630
 CG0630                          SUPERSEDED SURVEY CONTROL
 CG0630
 CG0630  NGVD 29 (??/??/92)  761.945  (m)         2499.81   (f) ADJ UNCH    2 0
 CG0630
 CG0630.Superseded values are not recommended for survey control.
 CG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0630.See file dsdata.txt to determine how the superseded data were derived.
 CG0630
 CG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA217318(NAD 83)
 CG0630_MARKER: DB = BENCH MARK DISK
 CG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0630_STAMPING: E 38 2499.942 1933
 CG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0630+STABILITY: SURFACE MOTION
 CG0630
 CG0630  HISTORY     - Date     Condition        Report By
 CG0630  HISTORY     - 1933     MONUMENTED       CGS
 CG0630  HISTORY     - 1952     GOOD             NGS
 CG0630
 CG0630                          STATION DESCRIPTION
 CG0630
 CG0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0630'3.8 MI E FROM SELLS.
 CG0630'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0630'THENCE 2.3 MILES EAST ALONG STATE HIGHWAY 86, 121 1/2 FEET SOUTH OF
 CG0630'THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH OF A EASTWEST FENCE
 CG0630'LINE, 34.8 FEET NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 14 FEET
 CG0630'SOUTH OF THE CENTER OF A DRAIN DITCH, 1.7 FEET NORTH OF THE WITNESS
 CG0630'POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CG0630'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0189 ***********************************************************************
 FR0189  DESIGNATION -  E 385
 FR0189  PID         -  FR0189
 FR0189  STATE/COUNTY-  AZ/YAVAPAI
 FR0189  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0189
 FR0189                         *CURRENT SURVEY CONTROL
 FR0189  ___________________________________________________________________
 FR0189* NAD 83(1986)-  35 21 04.     (N)    112 58 09.     (W)     SCALED    
 FR0189* NAVD 88     -      1606.845  (meters)    5271.79   (feet)  ADJUSTED  
 FR0189  ___________________________________________________________________
 FR0189  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0189  DYNAMIC HT  -        1604.744 (meters)    5264.90  (feet)  COMP
 FR0189  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 FR0189
 FR0189  VERT ORDER  -  FIRST     CLASS II
 FR0189
 FR0189.The horizontal coordinates were scaled from a topographic map and have
 FR0189.an estimated accuracy of +/- 6 seconds.
 FR0189
 FR0189.The orthometric height was determined by differential leveling
 FR0189.and adjusted in June 1991.
 FR0189
 FR0189.The geoid height was determined by GEOID03.
 FR0189
 FR0189.The dynamic height is computed by dividing the NAVD 88
 FR0189.geopotential number by the normal gravity value computed on the
 FR0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0189.degrees latitude (g = 980.6199 gals.).
 FR0189
 FR0189.The modeled gravity was interpolated from observed gravity values.
 FR0189
 FR0189;                    North         East    Units  Estimated Accuracy
 FR0189;SPC AZ C     -   483,030.      117,700.      MT  (+/- 180 meters Scaled)
 FR0189
 FR0189                          SUPERSEDED SURVEY CONTROL
 FR0189
 FR0189  NGVD 29 (??/??/92) 1605.956  (m)         5268.87   (f) ADJ UNCH    1 2
 FR0189
 FR0189.Superseded values are not recommended for survey control.
 FR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0189.See file dsdata.txt to determine how the superseded data were derived.
 FR0189
 FR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE210137(NAD 83)
 FR0189_MARKER: DB = BENCH MARK DISK
 FR0189_SETTING: 66 = SET IN ROCK OUTCROP
 FR0189_SP_SET: OUTCROP
 FR0189_STAMPING: E 385 1968
 FR0189_MARK LOGO: CGS   
 FR0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0189+STABILITY: POSITION/ELEVATION WELL
 FR0189
 FR0189  HISTORY     - Date     Condition        Report By
 FR0189  HISTORY     - 1968     MONUMENTED       CGS
 FR0189  HISTORY     - 1982     GOOD             NGS
 FR0189
 FR0189                          STATION DESCRIPTION
 FR0189
 FR0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0189'5.7 MI W FROM SELIGMAN.
 FR0189'5.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0189'THE STATION AT SELIGMAN, 0.5 MILE WEST OF MILEPOST 434, IN THE TOP OF
 FR0189'AN OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 30.0 FEET NORTH OF
 FR0189'THE NORTH RAIL OF THE NORTH TRACK, 83 FEET NORTH AND ACROSS THE TRACK
 FR0189'FROM A 1/2-MILE-POLE, 24 FEET EAST OF A TELEPHONE POLE, 1.3 FEET WEST
 FR0189'OF A WITNESS POST, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 FR0189
 FR0189                          STATION RECOVERY (1982)
 FR0189
 FR0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0312 ***********************************************************************
 FR0312  DESIGNATION -  E 386
 FR0312  PID         -  FR0312
 FR0312  STATE/COUNTY-  AZ/COCONINO
 FR0312  USGS QUAD   -  RHODES CANYON (1981)
 FR0312
 FR0312                         *CURRENT SURVEY CONTROL
 FR0312  ___________________________________________________________________
 FR0312* NAD 83(1986)-  35 37 03.     (N)    112 54 23.     (W)     SCALED    
 FR0312* NAVD 88     -      1867.007  (meters)    6125.34   (feet)  POSTED    
 FR0312  ___________________________________________________________________
 FR0312  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 FR0312  DYNAMIC HT  -        1864.530 (meters)    6117.21  (feet)  COMP
 FR0312  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 FR0312
 FR0312  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0312
 FR0312.The horizontal coordinates were scaled from a topographic map and have
 FR0312.an estimated accuracy of +/- 6 seconds.
 FR0312
 FR0312.The orthometric height was determined by differential leveling
 FR0312.and adjusted by the  in 1992.
 FR0312.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0312.rate of 0.0 thru 1.0 mm/km.
 FR0312
 FR0312.The geoid height was determined by GEOID03.
 FR0312
 FR0312.The dynamic height is computed by dividing the NAVD 88
 FR0312.geopotential number by the normal gravity value computed on the
 FR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0312.degrees latitude (g = 980.6199 gals.).
 FR0312
 FR0312.The modeled gravity was interpolated from observed gravity values.
 FR0312
 FR0312;                    North         East    Units  Estimated Accuracy
 FR0312;SPC AZ C     -   512,530.      123,700.      MT  (+/- 180 meters Scaled)
 FR0312
 FR0312                          SUPERSEDED SURVEY CONTROL
 FR0312
 FR0312  NGVD 29 (??/??/92) 1866.099  (m)         6122.36   (f) ADJ UNCH    2 0
 FR0312
 FR0312.Superseded values are not recommended for survey control.
 FR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0312.See file dsdata.txt to determine how the superseded data were derived.
 FR0312
 FR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE273431(NAD 83)
 FR0312_MARKER: DB = BENCH MARK DISK
 FR0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0312_SP_SET: ROD
 FR0312_STAMPING: E 386 1968
 FR0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0312
 FR0312  HISTORY     - Date     Condition        Report By
 FR0312  HISTORY     - 1968     MONUMENTED       CGS
 FR0312
 FR0312                          STATION DESCRIPTION
 FR0312
 FR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0312'24.1 MI N FROM SELIGMAN.
 FR0312'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0312'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0312'125 YARDS EAST OF THE CENTER LINE OF THE ROAD, 90 FEET EAST-SOUTHEAST
 FR0312'OF A WATER TANK, 3.0 FEET NORTH OF THE SOUTHWEST CORNER OF A FEED LOT,
 FR0312'90 FEET SOUTH OF THE SOUTH END OF A GATE TO THE FEED LOT, 0.8 FOOT
 FR0312'NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 FR0312'TOP OF A 5/8-INCH COPPER COATED ROD.  THE UPPER PORTION OF THE ROD IS
 FR0312'ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0064 ***********************************************************************
 FR0064  DESIGNATION -  E 387
 FR0064  PID         -  FR0064
 FR0064  STATE/COUNTY-  AZ/COCONINO
 FR0064  USGS QUAD   -  MILLER TANK (1981)
 FR0064
 FR0064                         *CURRENT SURVEY CONTROL
 FR0064  ___________________________________________________________________
 FR0064* NAD 83(1986)-  35 44 56.     (N)    112 17 21.     (W)     SCALED    
 FR0064* NAVD 88     -      1770.480  (meters)    5808.65   (feet)  POSTED    
 FR0064  ___________________________________________________________________
 FR0064  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0064  DYNAMIC HT  -        1768.160 (meters)    5801.04  (feet)  COMP
 FR0064  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 FR0064
 FR0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0064
 FR0064.The horizontal coordinates were scaled from a topographic map and have
 FR0064.an estimated accuracy of +/- 6 seconds.
 FR0064
 FR0064.The orthometric height was determined by differential leveling
 FR0064.and adjusted by the  in 1992.
 FR0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0064.rate of 0.0 thru 1.0 mm/km.
 FR0064
 FR0064.The geoid height was determined by GEOID03.
 FR0064
 FR0064.The dynamic height is computed by dividing the NAVD 88
 FR0064.geopotential number by the normal gravity value computed on the
 FR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0064.degrees latitude (g = 980.6199 gals.).
 FR0064
 FR0064.The modeled gravity was interpolated from observed gravity values.
 FR0064
 FR0064;                    North         East    Units  Estimated Accuracy
 FR0064;SPC AZ C     -   526,720.      179,670.      MT  (+/- 180 meters Scaled)
 FR0064
 FR0064                          SUPERSEDED SURVEY CONTROL
 FR0064
 FR0064  NGVD 29 (??/??/92) 1769.627  (m)         5805.85   (f) ADJ UNCH    2 0
 FR0064
 FR0064.Superseded values are not recommended for survey control.
 FR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0064.See file dsdata.txt to determine how the superseded data were derived.
 FR0064
 FR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE834568(NAD 83)
 FR0064_MARKER: DB = BENCH MARK DISK
 FR0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0064_SP_SET: FOUNDATION
 FR0064_STAMPING: E 387 1968
 FR0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0064
 FR0064  HISTORY     - Date     Condition        Report By
 FR0064  HISTORY     - 1968     MONUMENTED       CGS
 FR0064
 FR0064                          STATION DESCRIPTION
 FR0064
 FR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0064'2.15 MI NW FROM WILLAHA.
 FR0064'0.8 MILE SOUTH ALONG THE ATCHISON, TOPAKA AND SANTA FE RAILWAY FROM
 FR0064'THE SIDING SIGN AT WILLAHA, THENCE 1.35 MILES WEST ALONG A STEEL TOWER
 FR0064'POWER LINE, 3 TOWERS WEST OF BENCH MARK D 387, IN THE TOP OF THE
 FR0064'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 765, 49 FEET
 FR0064'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE
 FR0064'ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0337 ***********************************************************************
 FR0337  DESIGNATION -  E 388
 FR0337  PID         -  FR0337
 FR0337  STATE/COUNTY-  AZ/COCONINO
 FR0337  USGS QUAD   -  TIN HOUSE (1980)
 FR0337
 FR0337                         *CURRENT SURVEY CONTROL
 FR0337  ___________________________________________________________________
 FR0337* NAD 83(1986)-  35 42 46.     (N)    112 37 32.     (W)     SCALED    
 FR0337* NAVD 88     -      1706.742  (meters)    5599.54   (feet)  POSTED    
 FR0337  ___________________________________________________________________
 FR0337  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FR0337  DYNAMIC HT  -        1704.550 (meters)    5592.34  (feet)  COMP
 FR0337  MODELED GRAV-     979,287.1   (mgal)                       NAVD 88
 FR0337
 FR0337  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0337
 FR0337.The horizontal coordinates were scaled from a topographic map and have
 FR0337.an estimated accuracy of +/- 6 seconds.
 FR0337
 FR0337.The orthometric height was determined by differential leveling
 FR0337.and adjusted by the  in 1992.
 FR0337.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0337.rate of 0.0 thru 1.0 mm/km.
 FR0337
 FR0337.The geoid height was determined by GEOID03.
 FR0337
 FR0337.The dynamic height is computed by dividing the NAVD 88
 FR0337.geopotential number by the normal gravity value computed on the
 FR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0337.degrees latitude (g = 980.6199 gals.).
 FR0337
 FR0337.The modeled gravity was interpolated from observed gravity values.
 FR0337
 FR0337;                    North         East    Units  Estimated Accuracy
 FR0337;SPC AZ C     -   522,880.      149,220.      MT  (+/- 180 meters Scaled)
 FR0337
 FR0337                          SUPERSEDED SURVEY CONTROL
 FR0337
 FR0337  NGVD 29 (??/??/92) 1705.900  (m)         5596.77   (f) ADJ UNCH    2 0
 FR0337
 FR0337.Superseded values are not recommended for survey control.
 FR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0337.See file dsdata.txt to determine how the superseded data were derived.
 FR0337
 FR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE529533(NAD 83)
 FR0337_MARKER: DB = BENCH MARK DISK
 FR0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0337_SP_SET: FOUNDATION
 FR0337_STAMPING: E 388 1968
 FR0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0337
 FR0337  HISTORY     - Date     Condition        Report By
 FR0337  HISTORY     - 1968     MONUMENTED       CGS
 FR0337
 FR0337                          STATION DESCRIPTION
 FR0337
 FR0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0337'21.65 MI W FROM WILLAHA.
 FR0337'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0337'THE SIDING SIGN AT WILLAHA, THENCE 20.85 MILES WEST ALONG A STEEL
 FR0337'TOWER POWER LINE, 2 TOWERS WEST OF BENCH MARK D 388, IN THE TOP OF THE
 FR0337'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 826, 48 FEET
 FR0337'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0337'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0359 ***********************************************************************
 FR0359  DESIGNATION -  E 389
 FR0359  PID         -  FR0359
 FR0359  STATE/COUNTY-  AZ/COCONINO
 FR0359  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0359
 FR0359                         *CURRENT SURVEY CONTROL
 FR0359  ___________________________________________________________________
 FR0359* NAD 83(1986)-  35 51 25.     (N)    112 43 53.     (W)     SCALED    
 FR0359* NAVD 88     -      1732.811  (meters)    5685.06   (feet)  POSTED    
 FR0359  ___________________________________________________________________
 FR0359  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 FR0359  DYNAMIC HT  -        1730.590 (meters)    5677.78  (feet)  COMP
 FR0359  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 FR0359
 FR0359  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0359
 FR0359.The horizontal coordinates were scaled from a topographic map and have
 FR0359.an estimated accuracy of +/- 6 seconds.
 FR0359
 FR0359.The orthometric height was determined by differential leveling
 FR0359.and adjusted by the  in 1992.
 FR0359.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0359.was located on a no-check spur therefore a value was not computed.
 FR0359.No vertical observational check was made to the station.
 FR0359
 FR0359.The geoid height was determined by GEOID03.
 FR0359
 FR0359.The dynamic height is computed by dividing the NAVD 88
 FR0359.geopotential number by the normal gravity value computed on the
 FR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0359.degrees latitude (g = 980.6199 gals.).
 FR0359
 FR0359.The modeled gravity was interpolated from observed gravity values.
 FR0359
 FR0359;                    North         East    Units  Estimated Accuracy
 FR0359;SPC AZ C     -   538,950.      139,780.      MT  (+/- 180 meters Scaled)
 FR0359
 FR0359                          SUPERSEDED SURVEY CONTROL
 FR0359
 FR0359  NGVD 29 (??/??/92) 1731.934  (m)         5682.19   (f) ADJ UNCH    2 0
 FR0359
 FR0359.Superseded values are not recommended for survey control.
 FR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0359.See file dsdata.txt to determine how the superseded data were derived.
 FR0359
 FR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE436694(NAD 83)
 FR0359_MARKER: DB = BENCH MARK DISK
 FR0359_SETTING: 66 = SET IN ROCK OUTCROP
 FR0359_SP_SET: LAVA OUTCROP
 FR0359_STAMPING: E 389 1968
 FR0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0359+STABILITY: POSITION/ELEVATION WELL
 FR0359
 FR0359  HISTORY     - Date     Condition        Report By
 FR0359  HISTORY     - 1968     MONUMENTED       CGS
 FR0359
 FR0359                          STATION DESCRIPTION
 FR0359
 FR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0359'37.05 MI NW FROM WILLAHA.
 FR0359'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0359'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0359'TOWER POWER LINE, THENCE 12.6 MILES NORTH ALONG A TRACK ROAD, 0.55
 FR0359'MILE NORTH OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, IN THE TOP
 FR0359'OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 0.1 FOOT ABOVE THE
 FR0359'GROUND, 52 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A
 FR0359'LAVA OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 1.8
 FR0359'FEET NORTH OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 FR0359'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0822 ***********************************************************************
 CZ0822  DESIGNATION -  E 39
 CZ0822  PID         -  CZ0822
 CZ0822  STATE/COUNTY-  AZ/PIMA
 CZ0822  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0822
 CZ0822                         *CURRENT SURVEY CONTROL
 CZ0822  ___________________________________________________________________
 CZ0822* NAD 83(1986)-  32 08 39.     (N)    111 08 35.     (W)     SCALED    
 CZ0822* NAVD 88     -       739.18   (+/-2cm)    2425.1    (feet)  VERTCON   
 CZ0822  ___________________________________________________________________
 CZ0822  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0822
 CZ0822.The horizontal coordinates were scaled from a topographic map and have
 CZ0822.an estimated accuracy of +/- 6 seconds.
 CZ0822
 CZ0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0822.The vertical order pertains to the NGVD 29 superseded value.
 CZ0822
 CZ0822.The geoid height was determined by GEOID03.
 CZ0822
 CZ0822;                    North         East    Units  Estimated Accuracy
 CZ0822;SPC AZ C     -   127,110.      286,340.      MT  (+/- 180 meters Scaled)
 CZ0822
 CZ0822                          SUPERSEDED SURVEY CONTROL
 CZ0822
 CZ0822  NGVD 29 (??/??/92)  738.50   (m)         2422.9    (f) COMPUTED    2 0
 CZ0822
 CZ0822.Superseded values are not recommended for survey control.
 CZ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0822.See file dsdata.txt to determine how the superseded data were derived.
 CZ0822
 CZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA865564(NAD 83)
 CZ0822_MARKER: DB = BENCH MARK DISK
 CZ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0822_STAMPING: E 39 1935
 CZ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0822+STABILITY: SURFACE MOTION
 CZ0822
 CZ0822  HISTORY     - Date     Condition        Report By
 CZ0822  HISTORY     - 1933     MONUMENTED       CGS
 CZ0822
 CZ0822                          STATION DESCRIPTION
 CZ0822
 CZ0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0822'12.5 MI W FROM TUCSON.
 CZ0822'ON AJO-TUCSON HWY., 0.3 MILE EAST OF CURVE IN HWY. WHERE TELEPHONE
 CZ0822'POLES LEAVE HWY., 110 FEET WEST OF LARGE CONCRETE DIP, 44 FEET NORTH
 CZ0822'OF CENTER OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0823 ***********************************************************************
 CZ0823  DESIGNATION -  E 39 RESET
 CZ0823  PID         -  CZ0823
 CZ0823  STATE/COUNTY-  AZ/PIMA
 CZ0823  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0823
 CZ0823                         *CURRENT SURVEY CONTROL
 CZ0823  ___________________________________________________________________
 CZ0823* NAD 83(1986)-  32 08 39.     (N)    111 08 35.     (W)     SCALED    
 CZ0823* NAVD 88     -       739.15   (+/-2cm)    2425.0    (feet)  VERTCON   
 CZ0823  ___________________________________________________________________
 CZ0823  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0823
 CZ0823.The horizontal coordinates were scaled from a topographic map and have
 CZ0823.an estimated accuracy of +/- 6 seconds.
 CZ0823
 CZ0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0823.The vertical order pertains to the NGVD 29 superseded value.
 CZ0823
 CZ0823.The geoid height was determined by GEOID03.
 CZ0823
 CZ0823;                    North         East    Units  Estimated Accuracy
 CZ0823;SPC AZ C     -   127,110.      286,340.      MT  (+/- 180 meters Scaled)
 CZ0823
 CZ0823                          SUPERSEDED SURVEY CONTROL
 CZ0823
 CZ0823  NGVD 29 (??/??/92)  738.470  (m)         2422.80   (f) ADJ UNCH    2 0
 CZ0823
 CZ0823.Superseded values are not recommended for survey control.
 CZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0823.See file dsdata.txt to determine how the superseded data were derived.
 CZ0823
 CZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA865564(NAD 83)
 CZ0823_MARKER: DB = BENCH MARK DISK
 CZ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0823_STAMPING: E 39 2423.194 1933 RESET 1951
 CZ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0823+STABILITY: SURFACE MOTION
 CZ0823
 CZ0823  HISTORY     - Date     Condition        Report By
 CZ0823  HISTORY     - 1951     MONUMENTED       CGS
 CZ0823  HISTORY     - 19950107 GOOD             USPSQD
 CZ0823  HISTORY     - 19990130 GOOD             USPSQD
 CZ0823  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ0823
 CZ0823                          STATION DESCRIPTION
 CZ0823
 CZ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0823'11.0 MI SW FROM TUCSON.
 CZ0823'11 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0823'STATE HIGHWAY 86, 1.7 MILES NORTHEAST OF THE MAIN ENTRANCE TO THE RYAN
 CZ0823'AIRPORT, 0.4 MILE SOUTHWEST OF A Y JUNCTION OF A ROAD LEADING TO
 CZ0823'RANCHO DIABLO, AT A POINT WHERE A POWER LINES TO RANCHO DIABLO CROSS
 CZ0823'STATE HIGHWAY 86, 167 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CZ0823'CONCRETE CULVERT, 51 FEET NORTHWEST OF THE CENTER LINE OF STATE
 CZ0823'HIGHWAY 86, 2.4 FEET SOUTHEAST OF A POWER LINE POLE, 2.3 FEET
 CZ0823'NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0823'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET LOWER THAN THE
 CZ0823'HIGHWAY.
 CZ0823
 CZ0823                          STATION RECOVERY (1995)
 CZ0823
 CZ0823'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0823'RECOVERED IN GOOD CONDITION.
 CZ0823
 CZ0823                          STATION RECOVERY (1999)
 CZ0823
 CZ0823'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0823'RECOVERED IN GOOD CONDITION.
 CZ0823
 CZ0823                          STATION RECOVERY (2001)
 CZ0823
 CZ0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0823'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0041 ***********************************************************************
 EU0041  DESIGNATION -  E 391
 EU0041  PID         -  EU0041
 EU0041  STATE/COUNTY-  AZ/MOHAVE
 EU0041  USGS QUAD   -  FRANCONIA (1970)
 EU0041
 EU0041                         *CURRENT SURVEY CONTROL
 EU0041  ___________________________________________________________________
 EU0041* NAD 83(1986)-  34 43 43.     (N)    114 21 23.     (W)     SCALED    
 EU0041* NAVD 88     -       257.40   (+/-2cm)     844.5    (feet)  VERTCON   
 EU0041  ___________________________________________________________________
 EU0041  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EU0041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0041
 EU0041.The horizontal coordinates were scaled from a topographic map and have
 EU0041.an estimated accuracy of +/- 6 seconds.
 EU0041
 EU0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0041.The vertical order pertains to the NGVD 29 superseded value.
 EU0041
 EU0041.The geoid height was determined by GEOID03.
 EU0041
 EU0041;                    North         East    Units  Estimated Accuracy
 EU0041;SPC AZ W     -   413,650.      157,830.      MT  (+/- 180 meters Scaled)
 EU0041
 EU0041                          SUPERSEDED SURVEY CONTROL
 EU0041
 EU0041  NGVD 29 (??/??/??)  256.734  (m)          842.30   (f) ADJUSTED    2 0
 EU0041
 EU0041.Superseded values are not recommended for survey control.
 EU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0041.See file dsdata.txt to determine how the superseded data were derived.
 EU0041
 EU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU420461(NAD 83)
 EU0041_MARKER: DB = BENCH MARK DISK
 EU0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0041_SP_SET: BRIDGE SEAT
 EU0041_STAMPING: E 391 1961
 EU0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0041
 EU0041  HISTORY     - Date     Condition        Report By
 EU0041  HISTORY     - 1961     MONUMENTED       CGS
 EU0041  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0041
 EU0041                          STATION DESCRIPTION
 EU0041
 EU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0041'7.6 MI E FROM TOPOCK.
 EU0041'ABOUT 7.65 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0041'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER IN TOPOCK,
 EU0041'SET IN TOP OF THE SOUTH END OF THE BRIDGE SEAT AT THE EAST END
 EU0041'OF A 40 FOOT CONCRETE BRIDGE WITH 4 OPENINGS, 21 FEET SOUTH
 EU0041'OF THE CENTER OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 EU0041
 EU0041                          STATION RECOVERY (1981)
 EU0041
 EU0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0041'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0581 ***********************************************************************
 FR0581  DESIGNATION -  E 392
 FR0581  PID         -  FR0581
 FR0581  STATE/COUNTY-  AZ/MOHAVE
 FR0581  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0581
 FR0581                         *CURRENT SURVEY CONTROL
 FR0581  ___________________________________________________________________
 FR0581* NAD 83(1986)-  35 09 37.     (N)    113 34 39.     (W)     SCALED    
 FR0581* NAVD 88     -      1204.610  (meters)    3952.12   (feet)  POSTED    
 FR0581  ___________________________________________________________________
 FR0581  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0581  DYNAMIC HT  -        1203.120 (meters)    3947.24  (feet)  COMP
 FR0581  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 FR0581
 FR0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0581
 FR0581.The horizontal coordinates were scaled from a topographic map and have
 FR0581.an estimated accuracy of +/- 6 seconds.
 FR0581
 FR0581.The orthometric height was determined by differential leveling
 FR0581.and adjusted by the  in 1992.
 FR0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0581.rate of 0.0 thru 1.0 mm/km.
 FR0581
 FR0581.The geoid height was determined by GEOID03.
 FR0581
 FR0581.The dynamic height is computed by dividing the NAVD 88
 FR0581.geopotential number by the normal gravity value computed on the
 FR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0581.degrees latitude (g = 980.6199 gals.).
 FR0581
 FR0581.The modeled gravity was interpolated from observed gravity values.
 FR0581
 FR0581;                    North         East    Units  Estimated Accuracy
 FR0581;SPC AZ W     -   461,380.      229,080.      MT  (+/- 180 meters Scaled)
 FR0581
 FR0581                          SUPERSEDED SURVEY CONTROL
 FR0581
 FR0581  NGVD 29 (??/??/92) 1203.790  (m)         3949.43   (f) ADJ UNCH    2 0
 FR0581
 FR0581.Superseded values are not recommended for survey control.
 FR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0581.See file dsdata.txt to determine how the superseded data were derived.
 FR0581
 FR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD652938(NAD 83)
 FR0581_MARKER: DB = BENCH MARK DISK
 FR0581_SETTING: 66 = SET IN ROCK OUTCROP
 FR0581_SP_SET: ROCK OUTCROP
 FR0581_STAMPING: E 392 1962
 FR0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0581+STABILITY: POSITION/ELEVATION WELL
 FR0581
 FR0581  HISTORY     - Date     Condition        Report By
 FR0581  HISTORY     - 1962     MONUMENTED       CGS
 FR0581
 FR0581                          STATION DESCRIPTION
 FR0581
 FR0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0581'32.85 MI NE FROM KINGMAN.
 FR0581'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0581'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0581'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0581'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILES SOUTH OF
 FR0581'THE JUNCTION OF A ROAD EAST TO MILLERS RANCH, THENCE 3.6 MILES EAST
 FR0581'ALONG THE PIPE LINE TO THE TOP OF A HILL, 160 FEET SOUTH OF THE CENTER
 FR0581'OF THE PIPE LINE ROAD, 6.6 FEET NORTHWEST OF A METAL WITNESS POST, AND
 FR0581'SET IN TOP OF A 2 BY 2 FOOT ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0449 ***********************************************************************
 FR0449  DESIGNATION -  E 393
 FR0449  PID         -  FR0449
 FR0449  STATE/COUNTY-  AZ/YAVAPAI
 FR0449  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0449
 FR0449                         *CURRENT SURVEY CONTROL
 FR0449  ___________________________________________________________________
 FR0449* NAD 83(1986)-  35 13 55.     (N)    113 13 35.     (W)     SCALED    
 FR0449* NAVD 88     -      1609.121  (meters)    5279.26   (feet)  POSTED    
 FR0449  ___________________________________________________________________
 FR0449  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FR0449  DYNAMIC HT  -        1606.990 (meters)    5272.27  (feet)  COMP
 FR0449  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 FR0449
 FR0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0449
 FR0449.The horizontal coordinates were scaled from a topographic map and have
 FR0449.an estimated accuracy of +/- 6 seconds.
 FR0449
 FR0449.The orthometric height was determined by differential leveling
 FR0449.and adjusted by the  in 1992.
 FR0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0449.rate of 0.0 thru 1.0 mm/km.
 FR0449
 FR0449.The geoid height was determined by GEOID03.
 FR0449
 FR0449.The dynamic height is computed by dividing the NAVD 88
 FR0449.geopotential number by the normal gravity value computed on the
 FR0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0449.degrees latitude (g = 980.6199 gals.).
 FR0449
 FR0449.The modeled gravity was interpolated from observed gravity values.
 FR0449
 FR0449;                    North         East    Units  Estimated Accuracy
 FR0449;SPC AZ C     -   470,090.       94,150.      MT  (+/- 180 meters Scaled)
 FR0449
 FR0449                          SUPERSEDED SURVEY CONTROL
 FR0449
 FR0449  NGVD 29 (??/??/92) 1608.213  (m)         5276.28   (f) ADJ UNCH    2 0
 FR0449
 FR0449.Superseded values are not recommended for survey control.
 FR0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0449.See file dsdata.txt to determine how the superseded data were derived.
 FR0449
 FR0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE973010(NAD 83)
 FR0449_MARKER: DB = BENCH MARK DISK
 FR0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0449_STAMPING: E 393 1962
 FR0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0449+STABILITY: SURFACE MOTION
 FR0449
 FR0449  HISTORY     - Date     Condition        Report By
 FR0449  HISTORY     - 1962     MONUMENTED       CGS
 FR0449
 FR0449                          STATION DESCRIPTION
 FR0449
 FR0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0449'22.95 MI W FROM SELIGMAN.
 FR0449'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0449'ITS STATION AT SELIGMAN, THENCE 19.95 MILES WEST ALONG A GRAVEL AND
 FR0449'DIRT ROAD, 97 FEET NORTH OF THE PIPE LINE, 31 FEET SOUTH OF THE CENTER
 FR0449'OF THE ROAD, 3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 FR0449'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE POST
 FR0449'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0225 ***********************************************************************
 FR0225  DESIGNATION -  E 394
 FR0225  PID         -  FR0225
 FR0225  STATE/COUNTY-  AZ/YAVAPAI
 FR0225  USGS QUAD   -  CROOKTON (1973)
 FR0225
 FR0225                         *CURRENT SURVEY CONTROL
 FR0225  ___________________________________________________________________
 FR0225* NAD 83(1986)-  35 17 26.     (N)    112 43 57.     (W)     SCALED    
 FR0225* NAVD 88     -      1731.141  (meters)    5679.59   (feet)  ADJUSTED  
 FR0225  ___________________________________________________________________
 FR0225  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FR0225  DYNAMIC HT  -        1728.817 (meters)    5671.96  (feet)  COMP
 FR0225  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 FR0225
 FR0225  VERT ORDER  -  FIRST     CLASS II
 FR0225
 FR0225.The horizontal coordinates were scaled from a topographic map and have
 FR0225.an estimated accuracy of +/- 6 seconds.
 FR0225
 FR0225.The orthometric height was determined by differential leveling
 FR0225.and adjusted in June 1991.
 FR0225
 FR0225.The geoid height was determined by GEOID03.
 FR0225
 FR0225.The dynamic height is computed by dividing the NAVD 88
 FR0225.geopotential number by the normal gravity value computed on the
 FR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0225.degrees latitude (g = 980.6199 gals.).
 FR0225
 FR0225.The modeled gravity was interpolated from observed gravity values.
 FR0225
 FR0225;                    North         East    Units  Estimated Accuracy
 FR0225;SPC AZ C     -   476,110.      139,160.      MT  (+/- 180 meters Scaled)
 FR0225
 FR0225                          SUPERSEDED SURVEY CONTROL
 FR0225
 FR0225  NGVD 29 (??/??/92) 1730.271  (m)         5676.73   (f) ADJ UNCH    1 2
 FR0225
 FR0225.Superseded values are not recommended for survey control.
 FR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0225.See file dsdata.txt to determine how the superseded data were derived.
 FR0225
 FR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE424066(NAD 83)
 FR0225_MARKER: DB = BENCH MARK DISK
 FR0225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0225_STAMPING: E 394 1962
 FR0225_MARK LOGO: CGS   
 FR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0225+STABILITY: SURFACE MOTION
 FR0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0225+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0225
 FR0225  HISTORY     - Date     Condition        Report By
 FR0225  HISTORY     - 1962     MONUMENTED       CGS
 FR0225  HISTORY     - 1982     GOOD             NGS
 FR0225  HISTORY     - 20030503 GOOD             NGS
 FR0225
 FR0225                          STATION DESCRIPTION
 FR0225
 FR0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0225'8.7 MI E FROM SELIGMAN.
 FR0225'8.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0225'SANTA FE RAILWAY STATION AT SELIGMAN, 15 FEET SOUTH OF THE CENTER OF
 FR0225'U.S. HIGHWAY 66, 2.8 FEET WEST OF THE EAST END OF A CURB, ABOUT 1 FOOT
 FR0225'ABOVE THE LEVEL OF THE HIGHWAY, AND IS SET IN TOP OF THE EAST END OF
 FR0225'THE SOUTH CONCRETE CURB OF THE EAST BOUND LANE OF THE CROOKTON OVER
 FR0225'PASS.
 FR0225
 FR0225                          STATION RECOVERY (1982)
 FR0225
 FR0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0225'RECOVERED IN GOOD CONDITION.
 FR0225
 FR0225                          STATION RECOVERY (2003)
 FR0225
 FR0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0225'MARK IS ON THE NEWER OF TWO BRIDGES.  ROAD IS NOW HISTORIC US 66.  RR
 FR0225'IS NOW BNSF.  AN AZHD MARK IS ALSO ON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0689 ***********************************************************************
 DW0689  DESIGNATION -  E 395
 DW0689  PID         -  DW0689
 DW0689  STATE/COUNTY-  AZ/LA PAZ
 DW0689  USGS QUAD   -  QUARTZSITE (1990)
 DW0689
 DW0689                         *CURRENT SURVEY CONTROL
 DW0689  ___________________________________________________________________
 DW0689* NAD 83(1986)-  33 40 30.     (N)    114 07 53.     (W)     SCALED    
 DW0689* NAVD 88     -       369.327  (meters)    1211.70   (feet)  ADJUSTED  
 DW0689  ___________________________________________________________________
 DW0689  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DW0689  DYNAMIC HT  -         368.908 (meters)    1210.33  (feet)  COMP
 DW0689  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 DW0689
 DW0689  VERT ORDER  -  FIRST     CLASS II
 DW0689
 DW0689.The horizontal coordinates were scaled from a topographic map and have
 DW0689.an estimated accuracy of +/- 6 seconds.
 DW0689
 DW0689.The orthometric height was determined by differential leveling
 DW0689.and adjusted in June 1991.
 DW0689
 DW0689.The geoid height was determined by GEOID03.
 DW0689
 DW0689.The dynamic height is computed by dividing the NAVD 88
 DW0689.geopotential number by the normal gravity value computed on the
 DW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0689.degrees latitude (g = 980.6199 gals.).
 DW0689
 DW0689.The modeled gravity was interpolated from observed gravity values.
 DW0689
 DW0689;                    North         East    Units  Estimated Accuracy
 DW0689;SPC AZ W     -   296,680.      177,990.      MT  (+/- 180 meters Scaled)
 DW0689
 DW0689                          SUPERSEDED SURVEY CONTROL
 DW0689
 DW0689  NGVD 29 (??/??/??)  368.641  (m)         1209.45   (f) ADJUSTED    1 2
 DW0689
 DW0689.Superseded values are not recommended for survey control.
 DW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0689.See file dsdata.txt to determine how the superseded data were derived.
 DW0689
 DW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT659298(NAD 83)
 DW0689_MARKER: DB = BENCH MARK DISK
 DW0689_SETTING: 66 = SET IN ROCK OUTCROP
 DW0689_SP_SET: ROCK OUTCROP
 DW0689_STAMPING: E 395 1962
 DW0689_MARK LOGO: CGS   
 DW0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0689+STABILITY: POSITION/ELEVATION WELL
 DW0689
 DW0689  HISTORY     - Date     Condition        Report By
 DW0689  HISTORY     - 1962     MONUMENTED       CGS
 DW0689  HISTORY     - 1981     GOOD             NGS
 DW0689
 DW0689                          STATION DESCRIPTION
 DW0689
 DW0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0689'6.2 MI E FROM QUARTZSITE.
 DW0689'ABOUT 6.15 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0689'OFFICE AT QUARTZSITE, SET IN TOP OF A 2 BY 2 FOOT ROCK OUTCROP
 DW0689'PROJECTING 0.5 FOOT, 95 FEET SOUTH OF THE RIGHT OF WAY FENCE
 DW0689'90 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE, 3.7 FEET
 DW0689'SOUTH OF A METAL WITNESS POST, AND IS ABOUT 3 FEET BELOW THE
 DW0689'LEVEL OF THE HIGHWAY.
 DW0689
 DW0689                          STATION RECOVERY (1981)
 DW0689
 DW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0689'8.4 KM (5.25 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0689'HIGHWAY 95 OVERPASS IN QUARTZSITE, 18.6 METERS (61.0 FT) NORTH OF
 DW0689'HIGHWAY MILEPOST 24, SET IN TOP OF A 1 X 2 FOOT EXPOSED AREA OF A
 DW0689'BOULDER PROJECTING 5 INCHES, 28.5 METERS (95.0 FT) NORTH OF THE
 DW0689'CENTERLINE OF THE WEST-BOUND LANES, 48.9 METERS (163 FT)
 DW0689'EAST-SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 25.2 METERS (84.0
 DW0689'FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 DW0689'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 DW0689'THE MARK IS 1.2 M BELOW THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1104 ***********************************************************************
 DV1104  DESIGNATION -  E 396 14
 DV1104  PID         -  DV1104
 DV1104  STATE/COUNTY-  AZ/LA PAZ
 DV1104  USGS QUAD   -  VICKSBURG (1990)
 DV1104
 DV1104                         *CURRENT SURVEY CONTROL
 DV1104  ___________________________________________________________________
 DV1104* NAD 83(1986)-  33 37 59.     (N)    113 47 06.     (W)     SCALED    
 DV1104* NAVD 88     -       365.51   (+/-2cm)    1199.2    (feet)  VERTCON   
 DV1104  ___________________________________________________________________
 DV1104  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1104
 DV1104.The horizontal coordinates were scaled from a topographic map and have
 DV1104.an estimated accuracy of +/- 6 seconds.
 DV1104
 DV1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1104.The vertical order pertains to the NGVD 29 superseded value.
 DV1104
 DV1104.The geoid height was determined by GEOID03.
 DV1104
 DV1104;                    North         East    Units  Estimated Accuracy
 DV1104;SPC AZ W     -   291,970.      210,110.      MT  (+/- 180 meters Scaled)
 DV1104
 DV1104                          SUPERSEDED SURVEY CONTROL
 DV1104
 DV1104  NGVD 29 (??/??/92)  364.841  (m)         1196.98   (f) ADJ UNCH    2 0
 DV1104
 DV1104.Superseded values are not recommended for survey control.
 DV1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1104.See file dsdata.txt to determine how the superseded data were derived.
 DV1104
 DV1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC416249(NAD 83)
 DV1104_MARKER: DB = BENCH MARK DISK
 DV1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1104_STAMPING: E 396 14 1962
 DV1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1104+STABILITY: SURFACE MOTION
 DV1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1104+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 DV1104
 DV1104  HISTORY     - Date     Condition        Report By
 DV1104  HISTORY     - 1962     MONUMENTED       CGS
 DV1104  HISTORY     - 20070216 GOOD             USPSQD
 DV1104
 DV1104                          STATION DESCRIPTION
 DV1104
 DV1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1104'10.7 MI SW FROM HOPE.
 DV1104'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1104'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1104'1.0 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1104'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET NORTHWEST
 DV1104'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1104'1 INCH.
 DV1104
 DV1104                          STATION RECOVERY (2007)
 DV1104
 DV1104'RECOVERY NOTE BY US POWER SQUADRON 2007 (PF)
 DV1104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0117 ***********************************************************************
 CZ0117  DESIGNATION -  E 399
 CZ0117  PID         -  CZ0117
 CZ0117  STATE/COUNTY-  AZ/PIMA
 CZ0117  USGS QUAD   -  ORO VALLEY (1981)
 CZ0117
 CZ0117                         *CURRENT SURVEY CONTROL
 CZ0117  ___________________________________________________________________
 CZ0117* NAD 83(1992)-  32 28 43.63127(N)    110 55 19.94298(W)     ADJUSTED  
 CZ0117* NAVD 88     -       927.34   (+/-2cm)    3042.4    (feet)  VERTCON   
 CZ0117  ___________________________________________________________________
 CZ0117  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 CZ0117  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CZ0117  HORZ ORDER  -  THIRD
 CZ0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0117
 CZ0117.The horizontal coordinates were established by classical geodetic methods
 CZ0117.and adjusted by the National Geodetic Survey in August 1993.
 CZ0117
 CZ0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0117.The vertical order pertains to the NGVD 29 superseded value.
 CZ0117
 CZ0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0117
 CZ0117.The geoid height was determined by GEOID03.
 CZ0117
 CZ0117;                    North         East     Units Scale Factor Converg.
 CZ0117;SPC AZ C     -   164,390.442   306,830.742   MT  1.00000770   +0 32 02.6
 CZ0117;SPC AZ C     -   539,338.72  1,006,662.54   iFT  1.00000770   +0 32 02.6
 CZ0117;UTM  12      - 3,593,510.235   507,309.584   MT  0.99960066   +0 02 30.4
 CZ0117
 CZ0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0117!SPC AZ C     -   0.99985890  x   1.00000770  =   0.99986660
 CZ0117!UTM  12      -   0.99985890  x   0.99960066  =   0.99945961
 CZ0117
 CZ0117                          SUPERSEDED SURVEY CONTROL
 CZ0117
 CZ0117  NAD 83(1986)-  32 28 43.62605(N)    110 55 19.93500(W) AD(       ) 3
 CZ0117  NAD 27      -  32 28 43.36600(N)    110 55 17.56300(W) AD(       ) 3
 CZ0117  NGVD 29 (??/??/92)  926.638  (m)         3040.14   (f) ADJ UNCH    2 0
 CZ0117
 CZ0117.Superseded values are not recommended for survey control.
 CZ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0117.See file dsdata.txt to determine how the superseded data were derived.
 CZ0117
 CZ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0731093510(NAD 83)
 CZ0117_MARKER: DB = BENCH MARK DISK
 CZ0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0117_SP_SET: MONUMENT
 CZ0117_STAMPING: E 399 1962
 CZ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0117
 CZ0117  HISTORY     - Date     Condition        Report By
 CZ0117  HISTORY     - 1962     MONUMENTED       CGS
 CZ0117  HISTORY     - 1962     GOOD             CGS
 CZ0117
 CZ0117                          STATION DESCRIPTION
 CZ0117
 CZ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0117'THE DISK, STAMPED E 399 1962, IS SET IN THE TOP OF A CYLINDRICAL
 CZ0117'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 3 INCHES
 CZ0117'ABOVE THE SURFACE OF THE GROUND.  IT IS 97.5 FEET WEST OF THE
 CZ0117'CENTER OF U.S. HIGHWAY 80, 42.0 FEET NORTH OF THE CENTER
 CZ0117'OF THE MACADAM SURFACED SIDE ROAD AND CATTLE GUARD, 2.0 FEET
 CZ0117'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5
 CZ0117'FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE.
 CZ0117
 CZ0117                          STATION RECOVERY (1962)
 CZ0117
 CZ0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0117'16.9 MI SW FROM ORACLE.
 CZ0117'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0117'ORACLE TO ORACLE JUNCTION, THENCE SOUTH ALONG U.S. HIGHWAYS 80 AND 89
 CZ0117'FOR 5.5 MILES, 98 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 80, 31
 CZ0117'FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 1.8 FEET SOUTHEAST OF A
 CZ0117'METAL WITNESS POST, 1.5 FEET EAST OF A NORTH-SOUTH FENCELINE, A BRONZE
 CZ0117'DISK SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CZ0117'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0018 ***********************************************************************
 ES0018  DESIGNATION -  E 4
 ES0018  PID         -  ES0018
 ES0018  STATE/COUNTY-  AZ/NAVAJO
 ES0018  USGS QUAD   -  JOSEPH CITY (1986)
 ES0018
 ES0018                         *CURRENT SURVEY CONTROL
 ES0018  ___________________________________________________________________
 ES0018* NAD 83(1986)-  34 56 08.     (N)    110 18 03.     (W)     SCALED    
 ES0018* NAVD 88     -      1528.164  (meters)    5013.65   (feet)  ADJUSTED  
 ES0018  ___________________________________________________________________
 ES0018  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0018  DYNAMIC HT  -        1526.089 (meters)    5006.84  (feet)  COMP
 ES0018  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 ES0018
 ES0018  VERT ORDER  -  FIRST     CLASS II
 ES0018
 ES0018.The horizontal coordinates were scaled from a topographic map and have
 ES0018.an estimated accuracy of +/- 6 seconds.
 ES0018
 ES0018.The orthometric height was determined by differential leveling
 ES0018.and adjusted in June 1991.
 ES0018
 ES0018.The geoid height was determined by GEOID03.
 ES0018
 ES0018.The dynamic height is computed by dividing the NAVD 88
 ES0018.geopotential number by the normal gravity value computed on the
 ES0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0018.degrees latitude (g = 980.6199 gals.).
 ES0018
 ES0018.The modeled gravity was interpolated from observed gravity values.
 ES0018
 ES0018;                    North         East    Units  Estimated Accuracy
 ES0018;SPC AZ E     -   436,430.      201,100.      MT  (+/- 180 meters Scaled)
 ES0018
 ES0018                          SUPERSEDED SURVEY CONTROL
 ES0018
 ES0018  NGVD 29 (??/??/92) 1527.375  (m)         5011.06   (f) ADJ UNCH    1 2
 ES0018
 ES0018.Superseded values are not recommended for survey control.
 ES0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0018.See file dsdata.txt to determine how the superseded data were derived.
 ES0018
 ES0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD638661(NAD 83)
 ES0018_MARKER: P = PIPE CAP
 ES0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0018_STAMPING: 5011.122
 ES0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0018
 ES0018  HISTORY     - Date     Condition        Report By
 ES0018  HISTORY     - UNK      MONUMENTED       CGS
 ES0018  HISTORY     - 1956     GOOD             NGS
 ES0018  HISTORY     - 1959     GOOD             NGS
 ES0018
 ES0018                          STATION DESCRIPTION
 ES0018
 ES0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ES0018'1.5 MI E FROM JOSEPH CITY.
 ES0018'1-1/2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ES0018'RAILWAY FROM THE STATION AT JOSEPH CITY, NAVAJO COUNTY, 41 FEET
 ES0018'NORTHWEST OF MILEPOST 262, 1-1/2 POLES WEST OF BRIDGE B 262, AND
 ES0018'72-1/2 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD CAP,
 ES0018'STAMPED 5011.122 AND FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 ES0018'PROJECTING 6 INCHES ABOVE GROUND.
 ES0018
 ES0018                          STATION RECOVERY (1959)
 ES0018
 ES0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1842 ***********************************************************************
 CZ1842  DESIGNATION -  E 4
 CZ1842  PID         -  CZ1842
 CZ1842  STATE/COUNTY-  AZ/PIMA
 CZ1842  USGS QUAD   -  TUCSON (1992)
 CZ1842
 CZ1842                         *CURRENT SURVEY CONTROL
 CZ1842  ___________________________________________________________________
 CZ1842* NAD 83(1992)-  32 10 49.97476(N)    110 56 18.53457(W)     ADJUSTED  
 CZ1842* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 CZ1842  ___________________________________________________________________
 CZ1842  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CZ1842  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1842  HORZ ORDER  -  SECOND
 CZ1842
 CZ1842.The horizontal coordinates were established by classical geodetic methods
 CZ1842.and adjusted by the National Geodetic Survey in August 1993.
 CZ1842
 CZ1842.The orthometric height was scaled from a topographic map.
 CZ1842
 CZ1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1842
 CZ1842.The geoid height was determined by GEOID03.
 CZ1842
 CZ1842;                    North         East     Units Scale Factor Converg.
 CZ1842;SPC AZ C     -   131,305.150   305,602.903   MT  1.00000490   +0 31 15.6
 CZ1842;SPC AZ C     -   430,791.17  1,002,634.20   iFT  1.00000490   +0 31 15.6
 CZ1842;UTM  12      - 3,560,450.081   505,799.306   MT  0.99960041   +0 01 58.0
 CZ1842
 CZ1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1842!SPC AZ C     -   0.99988282  x   1.00000490  =   0.99988772
 CZ1842!UTM  12      -   0.99988282  x   0.99960041  =   0.99948328
 CZ1842
 CZ1842:                Primary Azimuth Mark                     Grid Az
 CZ1842:SPC AZ C     -  BLACK WATER TANK                         019 29 08.3
 CZ1842:UTM  12      -  BLACK WATER TANK                         019 58 25.9
 CZ1842
 CZ1842|---------------------------------------------------------------------|
 CZ1842| PID    Reference Object                     Distance      Geod. Az  |
 CZ1842|                                                           dddmmss.s |
 CZ1842| CC6110 BLACK WATER TANK                                   0200023.9 |
 CZ1842| CC7318 E 4 RM 1                             19.802 METERS 20745     |
 CZ1842| CZ1847 TUCSON VETERANS HOSPITAL 51 TK      APPROX. 2.3 KM 2805747.4 |
 CZ1842| CC7319 E 4 RM 2                             14.290 METERS 29736     |
 CZ1842| CZ1852 TUCSON CONSOL NATL BANK S MAST      APPROX. 5.5 KM 3255913.5 |
 CZ1842| CZ1848 TUCSON CONSOL NATL BANK N MAST      APPROX. 5.5 KM 3260346.2 |
 CZ1842|---------------------------------------------------------------------|
 CZ1842
 CZ1842                          SUPERSEDED SURVEY CONTROL
 CZ1842
 CZ1842  NAD 83(1986)-  32 10 49.97061(N)    110 56 18.53031(W) AD(       ) 2
 CZ1842  NAD 27      -  32 10 49.69400(N)    110 56 16.20100(W) AD(       ) 2
 CZ1842
 CZ1842.Superseded values are not recommended for survey control.
 CZ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1842.See file dsdata.txt to determine how the superseded data were derived.
 CZ1842
 CZ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0579960450(NAD 83)
 CZ1842_MARKER: DS = TRIANGULATION STATION DISK
 CZ1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1842
 CZ1842  HISTORY     - Date     Condition        Report By
 CZ1842  HISTORY     - 1935     MONUMENTED       AZHD
 CZ1842  HISTORY     - 1942     GOOD             CGS
 CZ1842
 CZ1842                          STATION DESCRIPTION
 CZ1842
 CZ1842'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1935 (EBL)
 CZ1842'ON THE SOUTH-SOUTHEAST OUTSKIRTS OF TUCSON, ABOUT ONE-HALF
 CZ1842'MILE NORTHEAST OF U.S. HIGHWAY NO. 80.  REACHED FROM TUCSON
 CZ1842'AS FOLLOWS--GO SOUTH ON U.S. HIGHWAY NO. 80 TO THE CASA GRANDE
 CZ1842'TOURIST CAMP AND JOYS CAFE, TURN LEFT (EAST) AND GO 1.6 MILES.
 CZ1842'TURN DUE SOUTH AND GO 0.7 MILE, TURN LEFT, APPROXIMATELY
 CZ1842'100 FEET PAST CONCRETE POSTED GATE, AND GO 0.2 MILE TO STATION,
 CZ1842'WHICH IS ABOUT 12 PACES NORTH OF ROAD.  THE STATION MARK IS A
 CZ1842'STATE SURVEY AND COAST AND GEODETIC SURVEY STANDARD DISK SET
 CZ1842'IN A 6- BY 6-INCH CONCRETE POST.  REFERENCE MARK NO. 1
 CZ1842'(1935), A STANDARD BRONZE REFERENCE DISK, IS 19.802
 CZ1842'METERS (64.97 FEET) FROM STATION S 27 DEG 45 MIN W.
 CZ1842'REFERENCE MARK NO. 2 (1935), A STANDARD BRONZE REFERENCE
 CZ1842'DISK, IS 14.290 METERS (46.88 FEET) FROM STATION
 CZ1842'N 62 DEG 24 MIN W.  A LARGE BLACK WATER TANK IS
 CZ1842'N 20 DEG 00 MIN E FROM THE STATION.
 CZ1842
 CZ1842                          STATION RECOVERY (1942)
 CZ1842
 CZ1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 CZ1842'ORIGINAL DESCRIPTION SUFFICES.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0245 ***********************************************************************
 CY0245  DESIGNATION -  E 40
 CY0245  PID         -  CY0245
 CY0245  STATE/COUNTY-  AZ/GREENLEE
 CY0245  USGS QUAD   -  GUTHRIE (1986)
 CY0245
 CY0245                         *CURRENT SURVEY CONTROL
 CY0245  ___________________________________________________________________
 CY0245* NAD 83(1986)-  32 58 38.     (N)    109 17 56.     (W)     SCALED    
 CY0245* NAVD 88     -      1102.948  (meters)    3618.59   (feet)  ADJUSTED  
 CY0245  ___________________________________________________________________
 CY0245  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CY0245  DYNAMIC HT  -        1101.379 (meters)    3613.44  (feet)  COMP
 CY0245  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 CY0245
 CY0245  VERT ORDER  -  SECOND    CLASS 0
 CY0245
 CY0245.The horizontal coordinates were scaled from a topographic map and have
 CY0245.an estimated accuracy of +/- 6 seconds.
 CY0245
 CY0245.The orthometric height was determined by differential leveling
 CY0245.and adjusted in June 1991.
 CY0245
 CY0245.The geoid height was determined by GEOID03.
 CY0245
 CY0245.The dynamic height is computed by dividing the NAVD 88
 CY0245.geopotential number by the normal gravity value computed on the
 CY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0245.degrees latitude (g = 980.6199 gals.).
 CY0245
 CY0245.The modeled gravity was interpolated from observed gravity values.
 CY0245
 CY0245;                    North         East    Units  Estimated Accuracy
 CY0245;SPC AZ E     -   219,560.      294,470.      MT  (+/- 180 meters Scaled)
 CY0245
 CY0245                          SUPERSEDED SURVEY CONTROL
 CY0245
 CY0245  NGVD 29 (??/??/92) 1102.245  (m)         3616.28   (f) ADJ UNCH    2 0
 CY0245
 CY0245.Superseded values are not recommended for survey control.
 CY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0245.See file dsdata.txt to determine how the superseded data were derived.
 CY0245
 CY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB589500(NAD 83)
 CY0245_MARKER: DB = BENCH MARK DISK
 CY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0245_STAMPING: E 40 1934
 CY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0245+STABILITY: SURFACE MOTION
 CY0245
 CY0245  HISTORY     - Date     Condition        Report By
 CY0245  HISTORY     - 1934     MONUMENTED       CGS
 CY0245
 CY0245                          STATION DESCRIPTION
 CY0245
 CY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0245'10.3 MI S FROM CLIFTON.
 CY0245'10.3 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 1.3
 CY0245'MILES NORTH EAST OF GILA RIVER WHERE HWY. CROSSES, AT FOOT OF SMALL
 CY0245'GRADE, 55 FT. EAST OF CENTER LINE OF ANGLE IN HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0083 ***********************************************************************
 GP0083  DESIGNATION -  E 401
 GP0083  PID         -  GP0083
 GP0083  STATE/COUNTY-  AZ/COCONINO
 GP0083  USGS QUAD   -  PAGE (1985)
 GP0083
 GP0083                         *CURRENT SURVEY CONTROL
 GP0083  ___________________________________________________________________
 GP0083* NAD 83(1986)-  36 57 20.     (N)    111 22 34.     (W)     SCALED    
 GP0083* NAVD 88     -      1178.241  (meters)    3865.61   (feet)  ADJUSTED  
 GP0083  ___________________________________________________________________
 GP0083  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0083  DYNAMIC HT  -        1176.862 (meters)    3861.09  (feet)  COMP
 GP0083  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 GP0083
 GP0083  VERT ORDER  -  FIRST     CLASS II
 GP0083
 GP0083.The horizontal coordinates were scaled from a topographic map and have
 GP0083.an estimated accuracy of +/- 6 seconds.
 GP0083
 GP0083.The orthometric height was determined by differential leveling
 GP0083.and adjusted in June 1991.
 GP0083
 GP0083.The geoid height was determined by GEOID03.
 GP0083
 GP0083.The dynamic height is computed by dividing the NAVD 88
 GP0083.geopotential number by the normal gravity value computed on the
 GP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0083.degrees latitude (g = 980.6199 gals.).
 GP0083
 GP0083.The modeled gravity was interpolated from observed gravity values.
 GP0083
 GP0083;                    North         East    Units  Estimated Accuracy
 GP0083;SPC AZ C     -   660,680.      261,500.      MT  (+/- 180 meters Scaled)
 GP0083
 GP0083                          SUPERSEDED SURVEY CONTROL
 GP0083
 GP0083  NGVD 29 (??/??/92) 1177.311  (m)         3862.56   (f) ADJ UNCH    1 2
 GP0083
 GP0083.Superseded values are not recommended for survey control.
 GP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0083.See file dsdata.txt to determine how the superseded data were derived.
 GP0083
 GP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF665900(NAD 83)
 GP0083_MARKER: DB = BENCH MARK DISK
 GP0083_SETTING: 66 = SET IN ROCK OUTCROP
 GP0083_SP_SET: ROCK OUTCROP
 GP0083_STAMPING: E 401 1962
 GP0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0083+STABILITY: POSITION/ELEVATION WELL
 GP0083
 GP0083  HISTORY     - Date     Condition        Report By
 GP0083  HISTORY     - 1962     MONUMENTED       CGS
 GP0083
 GP0083                          STATION DESCRIPTION
 GP0083
 GP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0083'6.2 MI NE FROM PAGE.
 GP0083'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0083'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0083'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0083'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0083'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0083'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 4.7 MILES NORTHEAST
 GP0083'ACROSS COUNTRY.  3.4 MILES NORTHEAST OF ANTELOPE CREEK, 1.3 MILES
 GP0083'SOUTHWEST OF NAVAJO CREEK, ABOUT 0.65 MILE EAST OF THE EAST EDGE OF
 GP0083'GLEN CANYON, 0.25 MILE NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 GP0083'POST, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 1 FOOT, 14.7
 GP0083'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0088 ***********************************************************************
 GP0088  DESIGNATION -  E 402
 GP0088  PID         -  GP0088
 GP0088  STATE/COUNTY-  AZ/COCONINO
 GP0088  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0088
 GP0088                         *CURRENT SURVEY CONTROL
 GP0088  ___________________________________________________________________
 GP0088* NAD 83(1986)-  36 58 50.     (N)    111 21 28.     (W)     SCALED    
 GP0088* NAVD 88     -      1230.446  (meters)    4036.89   (feet)  ADJUSTED  
 GP0088  ___________________________________________________________________
 GP0088  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0088  DYNAMIC HT  -        1229.000 (meters)    4032.14  (feet)  COMP
 GP0088  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 GP0088
 GP0088  VERT ORDER  -  FIRST     CLASS II
 GP0088
 GP0088.The horizontal coordinates were scaled from a topographic map and have
 GP0088.an estimated accuracy of +/- 6 seconds.
 GP0088
 GP0088.The orthometric height was determined by differential leveling
 GP0088.and adjusted in June 1991.
 GP0088
 GP0088.The geoid height was determined by GEOID03.
 GP0088
 GP0088.The dynamic height is computed by dividing the NAVD 88
 GP0088.geopotential number by the normal gravity value computed on the
 GP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0088.degrees latitude (g = 980.6199 gals.).
 GP0088
 GP0088.The modeled gravity was interpolated from observed gravity values.
 GP0088
 GP0088;                    North         East    Units  Estimated Accuracy
 GP0088;SPC AZ C     -   663,460.      263,120.      MT  (+/- 180 meters Scaled)
 GP0088
 GP0088                          SUPERSEDED SURVEY CONTROL
 GP0088
 GP0088  NGVD 29 (??/??/92) 1229.510  (m)         4033.82   (f) ADJ UNCH    1 2
 GP0088
 GP0088.Superseded values are not recommended for survey control.
 GP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0088.See file dsdata.txt to determine how the superseded data were derived.
 GP0088
 GP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF681927(NAD 83)
 GP0088_MARKER: DB = BENCH MARK DISK
 GP0088_SETTING: 66 = SET IN ROCK OUTCROP
 GP0088_SP_SET: SANDSTONE FORMATION
 GP0088_STAMPING: E 402 1962
 GP0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0088+STABILITY: POSITION/ELEVATION WELL
 GP0088
 GP0088  HISTORY     - Date     Condition        Report By
 GP0088  HISTORY     - 1962     MONUMENTED       CGS
 GP0088
 GP0088                          STATION DESCRIPTION
 GP0088
 GP0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0088'8.85 MI NE FROM PAGE.
 GP0088'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0088'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0088'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0088'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0088'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0088'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 7.35 MILES NORTHEAST
 GP0088'ACROSS COUNTRY.  ABOUT 0.95 MILE NORTH-NORTHWEST OF THE MORE NORTHERLY
 GP0088'RIM OF NAVAJO CREEK, SET IN THE TOP OF A SANDSTONE FORMATION AT THE
 GP0088'BASE OF THE WEST SIDE OF A MESA, 350.0 FEET WEST OF A METAL WITNESS
 GP0088'POST WHICH IS ON THE TOP OF THE WEST EDGE OF THE MESA, 68 FEET EAST OF
 GP0088'AND 6 FEET ABOVE A SANDY AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1263 ***********************************************************************
 DU1263  DESIGNATION -  E 403
 DU1263  PID         -  DU1263
 DU1263  STATE/COUNTY-  AZ/GILA
 DU1263  USGS QUAD   -  GLOBE (1982)
 DU1263
 DU1263                         *CURRENT SURVEY CONTROL
 DU1263  ___________________________________________________________________
 DU1263* NAD 83(1986)-  33 27 17.     (N)    110 50 38.     (W)     SCALED    
 DU1263* NAVD 88     -       981.972  (meters)    3221.69   (feet)  ADJUSTED  
 DU1263  ___________________________________________________________________
 DU1263  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU1263  DYNAMIC HT  -         980.656 (meters)    3217.37  (feet)  COMP
 DU1263  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 DU1263
 DU1263  VERT ORDER  -  FIRST     CLASS II
 DU1263
 DU1263.The horizontal coordinates were scaled from a topographic map and have
 DU1263.an estimated accuracy of +/- 6 seconds.
 DU1263
 DU1263.The orthometric height was determined by differential leveling
 DU1263.and adjusted in June 1991.
 DU1263
 DU1263.The geoid height was determined by GEOID03.
 DU1263
 DU1263.The dynamic height is computed by dividing the NAVD 88
 DU1263.geopotential number by the normal gravity value computed on the
 DU1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1263.degrees latitude (g = 980.6199 gals.).
 DU1263
 DU1263.The modeled gravity was interpolated from observed gravity values.
 DU1263
 DU1263;                    North         East    Units  Estimated Accuracy
 DU1263;SPC AZ E     -   272,380.      150,400.      MT  (+/- 180 meters Scaled)
 DU1263
 DU1263                          SUPERSEDED SURVEY CONTROL
 DU1263
 DU1263.No superseded survey control is available for this station.
 DU1263
 DU1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC145017(NAD 83)
 DU1263_MARKER: DB = BENCH MARK DISK
 DU1263_SETTING: 66 = SET IN ROCK OUTCROP
 DU1263_SP_SET: ROCK OUTCROP
 DU1263_STAMPING: E 403 1979
 DU1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1263+STABILITY: POSITION/ELEVATION WELL
 DU1263
 DU1263  HISTORY     - Date     Condition        Report By
 DU1263  HISTORY     - 1979     MONUMENTED       NGS
 DU1263  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1263  HISTORY     - 20061029 GOOD             GEOCAC
 DU1263
 DU1263                          STATION DESCRIPTION
 DU1263
 DU1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1263'7.4 MI NW FROM GLOBE.
 DU1263'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1263'COURTHOUSE IN GLOBE, THENCE 2.8 MILES NORTH ALONG STATE HIGHWAY
 DU1263'88 (APACHE TRAIL), SET VERTICALLY IN THE WEST SIDE OF A CUT BANK,
 DU1263'79.0 FEET WEST AND ACROSS THE HIGHWAY FROM THE NORTH END OF A
 DU1263'GUARD RAIL AND 48.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1263'THE MARK IS 4 FT  SSW FROM A WITNESS POST.
 DU1263'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1263
 DU1263                          STATION RECOVERY (2005)
 DU1263
 DU1263'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1263'MARK NOT FOUND.
 DU1263
 DU1263                          STATION RECOVERY (2006)
 DU1263
 DU1263'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1263'RECOVERED AS DESCRIBED. THE SCALED CO-ORDINATES WERE CONSIDERABLY
 DU1263'INCORRECT. N 33 27.095 W110 50.463
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0304 ***********************************************************************
 GP0304  DESIGNATION -  E 403
 GP0304  PID         -  GP0304
 GP0304  STATE/COUNTY-  AZ/COCONINO
 GP0304  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0304
 GP0304                         *CURRENT SURVEY CONTROL
 GP0304  ___________________________________________________________________
 GP0304* NAD 83(1986)-  36 39 42.     (N)    111 38 03.     (W)     SCALED    
 GP0304* NAVD 88     -      1754.174  (meters)    5755.15   (feet)  ADJUSTED  
 GP0304  ___________________________________________________________________
 GP0304  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GP0304  DYNAMIC HT  -        1752.037 (meters)    5748.14  (feet)  COMP
 GP0304  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 GP0304
 GP0304  VERT ORDER  -  FIRST     CLASS II
 GP0304
 GP0304.The horizontal coordinates were scaled from a topographic map and have
 GP0304.an estimated accuracy of +/- 6 seconds.
 GP0304
 GP0304.The orthometric height was determined by differential leveling
 GP0304.and adjusted in June 1991.
 GP0304.WARNING-Repeat measurements at this control monument indicate possible
 GP0304.vertical movement.
 GP0304
 GP0304.The geoid height was determined by GEOID03.
 GP0304
 GP0304.The dynamic height is computed by dividing the NAVD 88
 GP0304.geopotential number by the normal gravity value computed on the
 GP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0304.degrees latitude (g = 980.6199 gals.).
 GP0304
 GP0304.The modeled gravity was interpolated from observed gravity values.
 GP0304
 GP0304;                    North         East    Units  Estimated Accuracy
 GP0304;SPC AZ C     -   627,970.      238,610.      MT  (+/- 180 meters Scaled)
 GP0304
 GP0304                          SUPERSEDED SURVEY CONTROL
 GP0304
 GP0304  NGVD 29 (??/??/92) 1753.192  (m)         5751.93   (f) ADJ UNCH    1 2
 GP0304
 GP0304.Superseded values are not recommended for survey control.
 GP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0304.See file dsdata.txt to determine how the superseded data were derived.
 GP0304
 GP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF433575(NAD 83)
 GP0304_MARKER: DB = BENCH MARK DISK
 GP0304_SETTING: 66 = SET IN ROCK OUTCROP
 GP0304_SP_SET: ROCK OUTCROP
 GP0304_STAMPING: E 403 1962
 GP0304_MARK LOGO: CGS   
 GP0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0304+STABILITY: POSITION/ELEVATION WELL
 GP0304
 GP0304  HISTORY     - Date     Condition        Report By
 GP0304  HISTORY     - 1962     MONUMENTED       CGS
 GP0304  HISTORY     - 1978     GOOD             USGS
 GP0304  HISTORY     - 1983     GOOD             NGS
 GP0304
 GP0304                          STATION DESCRIPTION
 GP0304
 GP0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0304'2.95 MI NE FROM BITTER SPRINGS.
 GP0304'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0304'STATION AT BITTER SPRINGS.  THENCE 2.75 MILES NORTHEAST ALONG U.S.
 GP0304'HIGHWAY 89 LEADING TO PAGE, 0.3 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0304'527, AT THE SOUTH END OF A HIGHWAY CUT, 44.5 FEET WEST OF THE
 GP0304'CENTERLINE OF THE HIGHWAY, 13.5 FEET SOUTHWEST OF THE SOUTH END OF THE
 GP0304'WEST BANK OF THE HIGHWAY CUT, 11.0 FEET NORTH OF A METAL WITNESS POST,
 GP0304'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 GP0304'A ROCK OUTCROP FLUSH WITH THE GROUND.
 GP0304
 GP0304                          STATION RECOVERY (1978)
 GP0304
 GP0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0304'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT. 89 NEAR BITTER
 GP0304'SPRING, 2.75 MI. NE. OF ALONG HWY. 89 LEADING TO PAGE. REMAINDER OF
 GP0304'DESCRIPTION IS ADEQUATE.
 GP0304
 GP0304                          STATION RECOVERY (1983)
 GP0304
 GP0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1284 ***********************************************************************
 DU1284  DESIGNATION -  E 404
 DU1284  PID         -  DU1284
 DU1284  STATE/COUNTY-  AZ/GILA
 DU1284  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1284
 DU1284                         *CURRENT SURVEY CONTROL
 DU1284  ___________________________________________________________________
 DU1284* NAD 83(1986)-  33 36 20.     (N)    111 02 20.     (W)     SCALED    
 DU1284* NAVD 88     -       750.759  (meters)    2463.12   (feet)  ADJUSTED  
 DU1284  ___________________________________________________________________
 DU1284  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DU1284  DYNAMIC HT  -         749.786 (meters)    2459.92  (feet)  COMP
 DU1284  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 DU1284
 DU1284  VERT ORDER  -  FIRST     CLASS II
 DU1284
 DU1284.The horizontal coordinates were scaled from a topographic map and have
 DU1284.an estimated accuracy of +/- 6 seconds.
 DU1284
 DU1284.The orthometric height was determined by differential leveling
 DU1284.and adjusted in June 1991.
 DU1284
 DU1284.The geoid height was determined by GEOID03.
 DU1284
 DU1284.The dynamic height is computed by dividing the NAVD 88
 DU1284.geopotential number by the normal gravity value computed on the
 DU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1284.degrees latitude (g = 980.6199 gals.).
 DU1284
 DU1284.The modeled gravity was interpolated from observed gravity values.
 DU1284
 DU1284;                    North         East    Units  Estimated Accuracy
 DU1284;SPC AZ E     -   289,250.      132,420.      MT  (+/- 180 meters Scaled)
 DU1284
 DU1284                          SUPERSEDED SURVEY CONTROL
 DU1284
 DU1284.No superseded survey control is available for this station.
 DU1284
 DU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC963184(NAD 83)
 DU1284_MARKER: DB = BENCH MARK DISK
 DU1284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1284_SP_SET: STAINLESS STEEL ROD
 DU1284_STAMPING: E 404 1979
 DU1284_PROJECTION: FLUSH
 DU1284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1284+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 DU1284_ROD/PIPE-DEPTH: 2.44 meters
 DU1284
 DU1284  HISTORY     - Date     Condition        Report By
 DU1284  HISTORY     - 1979     MONUMENTED       NGS
 DU1284  HISTORY     - 19980701 GOOD             AZDT
 DU1284  HISTORY     - 20040403 GOOD             USPSQD
 DU1284
 DU1284                          STATION DESCRIPTION
 DU1284
 DU1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1284'6.6 MI SE FROM ROOSEVELT.
 DU1284'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1284'THE POST OFFICE IN ROOSEVELT, 43.4 FEET NORTH OF THE
 DU1284'CENTERLINE OF THE HIGHWAY, 56.2 FEET SOUTH OF A FENCE.  NOTE=REFUSAL
 DU1284'WAS REACHED AT 8 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DU1284'SCREWPLUG.
 DU1284'THE MARK IS 2 FT  W FROM A WITNESS POST.
 DU1284'THE MARK IS 2 FT BELOW THE HIGHWAY.
 DU1284
 DU1284                          STATION RECOVERY (1998)
 DU1284
 DU1284'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1284'RECOVERED AS DESCRIBED.
 DU1284
 DU1284                          STATION RECOVERY (2004)
 DU1284
 DU1284'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1284'RECOVERED  AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0205 ***********************************************************************
 GP0205  DESIGNATION -  E 404
 GP0205  PID         -  GP0205
 GP0205  STATE/COUNTY-  AZ/COCONINO
 GP0205  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0205
 GP0205                         *CURRENT SURVEY CONTROL
 GP0205  ___________________________________________________________________
 GP0205* NAD 83(1986)-  36 40 09.     (N)    111 39 09.     (W)     SCALED    
 GP0205* NAVD 88     -      1488.199  (meters)    4882.53   (feet)  POSTED    
 GP0205  ___________________________________________________________________
 GP0205  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0205  DYNAMIC HT  -        1486.400 (meters)    4876.63  (feet)  COMP
 GP0205  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 GP0205
 GP0205  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0205
 GP0205.The horizontal coordinates were scaled from a topographic map and have
 GP0205.an estimated accuracy of +/- 6 seconds.
 GP0205
 GP0205.The orthometric height was determined by differential leveling
 GP0205.and adjusted by the  in 1992.
 GP0205.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0205.rate of 1.1 thru 2.0 mm/km.
 GP0205
 GP0205.The geoid height was determined by GEOID03.
 GP0205
 GP0205.The dynamic height is computed by dividing the NAVD 88
 GP0205.geopotential number by the normal gravity value computed on the
 GP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0205.degrees latitude (g = 980.6199 gals.).
 GP0205
 GP0205.The modeled gravity was interpolated from observed gravity values.
 GP0205
 GP0205;                    North         East    Units  Estimated Accuracy
 GP0205;SPC AZ C     -   628,790.      236,970.      MT  (+/- 180 meters Scaled)
 GP0205
 GP0205                          SUPERSEDED SURVEY CONTROL
 GP0205
 GP0205  NGVD 29 (??/??/92) 1487.22   (m)         4879.3    (f) COMPUTED    1 2
 GP0205
 GP0205.Superseded values are not recommended for survey control.
 GP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0205.See file dsdata.txt to determine how the superseded data were derived.
 GP0205
 GP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF416583(NAD 83)
 GP0205_MARKER: DB = BENCH MARK DISK
 GP0205_SETTING: 66 = SET IN ROCK OUTCROP
 GP0205_SP_SET: ROCK OUTCROP
 GP0205_STAMPING: E 404 1962
 GP0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0205+STABILITY: POSITION/ELEVATION WELL
 GP0205
 GP0205  HISTORY     - Date     Condition        Report By
 GP0205  HISTORY     - 1962     MONUMENTED       CGS
 GP0205  HISTORY     - 1978     GOOD             USGS
 GP0205  HISTORY     - 19931203 GOOD             USPSQD
 GP0205
 GP0205                          STATION DESCRIPTION
 GP0205
 GP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0205'2.3 MI N FROM BITTER SPRINGS.
 GP0205'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0205'STATION AT BITTER SPRINGS, 158 FEET NORTHEAST OF THE CENTERLINE OF THE
 GP0205'HIGHWAY, 71 FEET EAST OF THE CENTERLINE OF A SMALL NARROW WASH, 30
 GP0205'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 GP0205'AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
 GP0205
 GP0205                          STATION RECOVERY (1978)
 GP0205
 GP0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0205'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89, 2.5 MILES N.
 GP0205'OF ALONG ALT 89. CHEVRON SERVICE STATION HAS BEEN REMOVED. REMAINDER
 GP0205'OF DESCRIPTION IS ADEQUATE.
 GP0205
 GP0205                          STATION RECOVERY (1993)
 GP0205
 GP0205'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1182 ***********************************************************************
 DU1182  DESIGNATION -  E 405
 DU1182  PID         -  DU1182
 DU1182  STATE/COUNTY-  AZ/GILA
 DU1182  USGS QUAD   -  CHROME BUTTE (1966)
 DU1182
 DU1182                         *CURRENT SURVEY CONTROL
 DU1182  ___________________________________________________________________
 DU1182* NAD 83(1986)-  33 33 49.     (N)    110 40 20.     (W)     SCALED    
 DU1182* NAVD 88     -      1326.567  (meters)    4352.25   (feet)  ADJUSTED  
 DU1182  ___________________________________________________________________
 DU1182  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DU1182  DYNAMIC HT  -        1324.732 (meters)    4346.22  (feet)  COMP
 DU1182  MODELED GRAV-     979,206.8   (mgal)                       NAVD 88
 DU1182
 DU1182  VERT ORDER  -  FIRST     CLASS II
 DU1182
 DU1182.The horizontal coordinates were scaled from a topographic map and have
 DU1182.an estimated accuracy of +/- 6 seconds.
 DU1182
 DU1182.The orthometric height was determined by differential leveling
 DU1182.and adjusted in June 1991.
 DU1182
 DU1182.The geoid height was determined by GEOID03.
 DU1182
 DU1182.The dynamic height is computed by dividing the NAVD 88
 DU1182.geopotential number by the normal gravity value computed on the
 DU1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1182.degrees latitude (g = 980.6199 gals.).
 DU1182
 DU1182.The modeled gravity was interpolated from observed gravity values.
 DU1182
 DU1182;                    North         East    Units  Estimated Accuracy
 DU1182;SPC AZ E     -   284,370.      166,420.      MT  (+/- 180 meters Scaled)
 DU1182
 DU1182                          SUPERSEDED SURVEY CONTROL
 DU1182
 DU1182.No superseded survey control is available for this station.
 DU1182
 DU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC304138(NAD 83)
 DU1182_MARKER: DB = BENCH MARK DISK
 DU1182_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1182+WITH SETTING: INFORMATION.
 DU1182_SP_SET: SHALLOW SET METAL ROD
 DU1182_STAMPING: E 405 1979
 DU1182_PROJECTION: FLUSH
 DU1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1182_ROD/PIPE-DEPTH: 1.52 meters
 DU1182
 DU1182  HISTORY     - Date     Condition        Report By
 DU1182  HISTORY     - 1979     MONUMENTED       NGS
 DU1182
 DU1182                          STATION DESCRIPTION
 DU1182
 DU1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1182'14.7 MI NE FROM GLOBE.
 DU1182'14.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1182'COURTHOUSE IN GLOBE, 0.1 MILE WEST-SOUTHWEST OF MILE POST NUMBER
 DU1182'2646, 94.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 26.6 FEET
 DU1182'SOUTH OF A TRACK ROAD LEADING WEST, 17.8 FEET SOUTH OF THE SOUTH END
 DU1182'OF A WIRE GATE AND 2.1 FEET EAST OF A FENCE.  NOTE=REFUSAL WAS
 DU1182'REACHED AT 5 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 DU1182'PLUG.
 DU1182'THE MARK IS 2.1 FT  N FROM A WITNESS POST.
 DU1182'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0273 ***********************************************************************
 GP0273  DESIGNATION -  E 405
 GP0273  PID         -  GP0273
 GP0273  STATE/COUNTY-  AZ/COCONINO
 GP0273  USGS QUAD   -  FERRY SWALE (1985)
 GP0273
 GP0273                         *CURRENT SURVEY CONTROL
 GP0273  ___________________________________________________________________
 GP0273* NAD 83(1986)-  36 58 36.     (N)    111 31 13.     (W)     SCALED    
 GP0273* NAVD 88     -      1232.087  (meters)    4042.27   (feet)  ADJUSTED  
 GP0273  ___________________________________________________________________
 GP0273  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0273  DYNAMIC HT  -        1230.691 (meters)    4037.69  (feet)  COMP
 GP0273  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 GP0273
 GP0273  VERT ORDER  -  FIRST     CLASS II
 GP0273
 GP0273.The horizontal coordinates were scaled from a topographic map and have
 GP0273.an estimated accuracy of +/- 6 seconds.
 GP0273
 GP0273.The orthometric height was determined by differential leveling
 GP0273.and adjusted in June 1991.
 GP0273
 GP0273.The geoid height was determined by GEOID03.
 GP0273
 GP0273.The dynamic height is computed by dividing the NAVD 88
 GP0273.geopotential number by the normal gravity value computed on the
 GP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0273.degrees latitude (g = 980.6199 gals.).
 GP0273
 GP0273.The modeled gravity was interpolated from observed gravity values.
 GP0273
 GP0273;                    North         East    Units  Estimated Accuracy
 GP0273;SPC AZ C     -   662,950.      248,650.      MT  (+/- 180 meters Scaled)
 GP0273
 GP0273                          SUPERSEDED SURVEY CONTROL
 GP0273
 GP0273  NGVD 29 (??/??/92) 1231.175  (m)         4039.28   (f) ADJ UNCH    1 2
 GP0273
 GP0273.Superseded values are not recommended for survey control.
 GP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0273.See file dsdata.txt to determine how the superseded data were derived.
 GP0273
 GP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF536924(NAD 83)
 GP0273_MARKER: DB = BENCH MARK DISK
 GP0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0273_SP_SET: CATTLE GUARD
 GP0273_STAMPING: E 405 1962
 GP0273_MARK LOGO: CGS   
 GP0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0273
 GP0273  HISTORY     - Date     Condition        Report By
 GP0273  HISTORY     - 1962     MONUMENTED       CGS
 GP0273  HISTORY     - 1983     GOOD             NGS
 GP0273
 GP0273                          STATION DESCRIPTION
 GP0273
 GP0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0273'3.9 MI NW FROM PAGE.
 GP0273'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0273'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT A CONCRETE AND METAL
 GP0273'CATTLE GUARD OVER A GRAVEL ROAD WHICH LEADS TO WAHWEAP, 101 FEET NORTH
 GP0273'OF THE CENTERLINE OF THE HIGHWAY, 15.5 FEET WEST OF THE CENTERLINE OF
 GP0273'THE CATTLE GUARD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD, AND
 GP0273'SET IN THE TOP AND CENTER OF THE WEST CONCRETE HEADWALL OF THE CATTLE
 GP0273'GUARD.
 GP0273
 GP0273                          STATION RECOVERY (1983)
 GP0273
 GP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1246 ***********************************************************************
 DU1246  DESIGNATION -  E 406
 DU1246  PID         -  DU1246
 DU1246  STATE/COUNTY-  AZ/GILA
 DU1246  USGS QUAD   -  CONE BUTTE (1978)
 DU1246
 DU1246                         *CURRENT SURVEY CONTROL
 DU1246  ___________________________________________________________________
 DU1246* NAD 83(1986)-  33 48 43.     (N)    110 07 49.     (W)     SCALED    
 DU1246* NAVD 88     -      1563.418  (meters)    5129.31   (feet)  ADJUSTED  
 DU1246  ___________________________________________________________________
 DU1246  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DU1246  DYNAMIC HT  -        1561.162 (meters)    5121.91  (feet)  COMP
 DU1246  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 DU1246
 DU1246  VERT ORDER  -  FIRST     CLASS II
 DU1246
 DU1246.The horizontal coordinates were scaled from a topographic map and have
 DU1246.an estimated accuracy of +/- 6 seconds.
 DU1246
 DU1246.The orthometric height was determined by differential leveling
 DU1246.and adjusted in June 1991.
 DU1246
 DU1246.The geoid height was determined by GEOID03.
 DU1246
 DU1246.The dynamic height is computed by dividing the NAVD 88
 DU1246.geopotential number by the normal gravity value computed on the
 DU1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1246.degrees latitude (g = 980.6199 gals.).
 DU1246
 DU1246.The modeled gravity was interpolated from observed gravity values.
 DU1246
 DU1246;                    North         East    Units  Estimated Accuracy
 DU1246;SPC AZ E     -   311,800.      216,730.      MT  (+/- 180 meters Scaled)
 DU1246
 DU1246                          SUPERSEDED SURVEY CONTROL
 DU1246
 DU1246.No superseded survey control is available for this station.
 DU1246
 DU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC804416(NAD 83)
 DU1246_MARKER: DB = BENCH MARK DISK
 DU1246_SETTING: 66 = SET IN ROCK OUTCROP
 DU1246_SP_SET: ROCK OUTCROP
 DU1246_STAMPING: E 406 1979
 DU1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1246+STABILITY: POSITION/ELEVATION WELL
 DU1246
 DU1246  HISTORY     - Date     Condition        Report By
 DU1246  HISTORY     - 1979     MONUMENTED       NGS
 DU1246
 DU1246                          STATION DESCRIPTION
 DU1246
 DU1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1246'11.6 MI NW FROM WHITERIVER.
 DU1246'11.6 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1246'HEADQUARTERS IN WHITERIVER, 0.05 MILE SOUTHEAST OF HIGHWAY MILE MARKER
 DU1246'327, SET IN BEDROCK IN A DRY STREAM BED, 56 FEET SOUTH OF THE CENTER
 DU1246'OF THE HIGHWAY, 58 FEET NORTHWEST OF UTILITY POLE NUMBER 8, 45 FEET
 DU1246'NORTH OF A WIRE FENCE AND 3 FEET WEST OF A SMALL DROP OFF.
 DU1246'THE MARK IS 1.2 FT  W FROM A WITNESS POST.
 DU1246'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1220 ***********************************************************************
 DU1220  DESIGNATION -  E 407
 DU1220  PID         -  DU1220
 DU1220  STATE/COUNTY-  AZ/GILA
 DU1220  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1220
 DU1220                         *CURRENT SURVEY CONTROL
 DU1220  ___________________________________________________________________
 DU1220* NAD 83(1986)-  33 50 16.     (N)    110 26 11.     (W)     SCALED    
 DU1220* NAVD 88     -      1449.089  (meters)    4754.22   (feet)  ADJUSTED  
 DU1220  ___________________________________________________________________
 DU1220  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DU1220  DYNAMIC HT  -        1447.027 (meters)    4747.45  (feet)  COMP
 DU1220  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 DU1220
 DU1220  VERT ORDER  -  FIRST     CLASS II
 DU1220
 DU1220.The horizontal coordinates were scaled from a topographic map and have
 DU1220.an estimated accuracy of +/- 6 seconds.
 DU1220
 DU1220.The orthometric height was determined by differential leveling
 DU1220.and adjusted in June 1991.
 DU1220
 DU1220.The geoid height was determined by GEOID03.
 DU1220
 DU1220.The dynamic height is computed by dividing the NAVD 88
 DU1220.geopotential number by the normal gravity value computed on the
 DU1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1220.degrees latitude (g = 980.6199 gals.).
 DU1220
 DU1220.The modeled gravity was interpolated from observed gravity values.
 DU1220
 DU1220;                    North         East    Units  Estimated Accuracy
 DU1220;SPC AZ E     -   314,700.      188,400.      MT  (+/- 180 meters Scaled)
 DU1220
 DU1220                          SUPERSEDED SURVEY CONTROL
 DU1220
 DU1220.No superseded survey control is available for this station.
 DU1220
 DU1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC521443(NAD 83)
 DU1220_MARKER: DB = BENCH MARK DISK
 DU1220_SETTING: 66 = SET IN ROCK OUTCROP
 DU1220_SP_SET: ROCK OUTCROP
 DU1220_STAMPING: E 407 1979
 DU1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1220+STABILITY: POSITION/ELEVATION WELL
 DU1220
 DU1220  HISTORY     - Date     Condition        Report By
 DU1220  HISTORY     - 1979     MONUMENTED       NGS
 DU1220
 DU1220                          STATION DESCRIPTION
 DU1220
 DU1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1220'44.8 MI NE FROM GLOBE.
 DU1220'6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1220'IN SALT RIVER CANYON, 51.2 FEET EAST OF THE EAST END OF A GUARD
 DU1220'RAIL, 92.7 FEET NORTHEAST OF THE SOUTHWEST END OF A GUARD RAIL AND
 DU1220'33.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1220'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES FROM THE GILA COUNTY
 DU1220'COURTHOUSE IN GLOBE.
 DU1220'THE MARK IS 1.7 FT  SE FROM A WITNESS POST.
 DU1220'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0323 ***********************************************************************
 ER0323  DESIGNATION -  E 408
 ER0323  PID         -  ER0323
 ER0323  STATE/COUNTY-  AZ/NAVAJO
 ER0323  USGS QUAD   -  INDIAN PINE (1977)
 ER0323
 ER0323                         *CURRENT SURVEY CONTROL
 ER0323  ___________________________________________________________________
 ER0323* NAD 83(1986)-  34 00 44.     (N)    109 54 00.     (W)     SCALED    
 ER0323* NAVD 88     -      1939.203  (meters)    6362.20   (feet)  ADJUSTED  
 ER0323  ___________________________________________________________________
 ER0323  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ER0323  DYNAMIC HT  -        1936.251 (meters)    6352.52  (feet)  COMP
 ER0323  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 ER0323
 ER0323  VERT ORDER  -  FIRST     CLASS II
 ER0323
 ER0323.The horizontal coordinates were scaled from a topographic map and have
 ER0323.an estimated accuracy of +/- 6 seconds.
 ER0323
 ER0323.The orthometric height was determined by differential leveling
 ER0323.and adjusted in June 1991.
 ER0323
 ER0323.The geoid height was determined by GEOID03.
 ER0323
 ER0323.The dynamic height is computed by dividing the NAVD 88
 ER0323.geopotential number by the normal gravity value computed on the
 ER0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0323.degrees latitude (g = 980.6199 gals.).
 ER0323
 ER0323.The modeled gravity was interpolated from observed gravity values.
 ER0323
 ER0323;                    North         East    Units  Estimated Accuracy
 ER0323;SPC AZ E     -   334,040.      237,990.      MT  (+/- 180 meters Scaled)
 ER0323
 ER0323                          SUPERSEDED SURVEY CONTROL
 ER0323
 ER0323.No superseded survey control is available for this station.
 ER0323
 ER0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC015640(NAD 83)
 ER0323_MARKER: DB = BENCH MARK DISK
 ER0323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0323_SP_SET: STAINLESS STEEL ROD
 ER0323_STAMPING: E 408 1979
 ER0323_PROJECTION: FLUSH
 ER0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0323_ROD/PIPE-DEPTH: 6.10 meters
 ER0323
 ER0323  HISTORY     - Date     Condition        Report By
 ER0323  HISTORY     - 1979     MONUMENTED       NGS
 ER0323
 ER0323                          STATION DESCRIPTION
 ER0323
 ER0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0323'8.7 MI SW FROM MCNARY.
 ER0323'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0323'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 5.35 MILES
 ER0323'SOUTH ALONG STATE HIGHWAY 73, 0.2 MILE NORTH OF HIGHWAY MILE MARKER
 ER0323'353, 57.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 11.5 FEET
 ER0323'SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING NORTHEAST, 6.7 FEET
 ER0323'WEST OF A BARBED WIRE FENCE AND 4.0 FEET SOUTHWEST OF UTILITY POLE
 ER0323'NUMBER 2.
 ER0323'THE MARK IS 1.3 FT  SE FROM A WITNESS POST.
 ER0323'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0466 ***********************************************************************
 DT0466  DESIGNATION -  E 409
 DT0466  PID         -  DT0466
 DT0466  STATE/COUNTY-  AZ/APACHE
 DT0466  USGS QUAD   -  NUTRIOSO (1991)
 DT0466
 DT0466                         *CURRENT SURVEY CONTROL
 DT0466  ___________________________________________________________________
 DT0466* NAD 83(1986)-  33 55 02.     (N)    109 10 29.     (W)     SCALED    
 DT0466* NAVD 88     -      2476.277  (meters)    8124.25   (feet)  ADJUSTED  
 DT0466  ___________________________________________________________________
 DT0466  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0466  DYNAMIC HT  -        2472.197 (meters)    8110.87  (feet)  COMP
 DT0466  MODELED GRAV-     978,899.4   (mgal)                       NAVD 88
 DT0466
 DT0466  VERT ORDER  -  FIRST     CLASS II
 DT0466
 DT0466.The horizontal coordinates were scaled from a topographic map and have
 DT0466.an estimated accuracy of +/- 6 seconds.
 DT0466
 DT0466.The orthometric height was determined by differential leveling
 DT0466.and adjusted in June 1991.
 DT0466
 DT0466.The geoid height was determined by GEOID03.
 DT0466
 DT0466.The dynamic height is computed by dividing the NAVD 88
 DT0466.geopotential number by the normal gravity value computed on the
 DT0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0466.degrees latitude (g = 980.6199 gals.).
 DT0466
 DT0466.The modeled gravity was interpolated from observed gravity values.
 DT0466
 DT0466;                    North         East    Units  Estimated Accuracy
 DT0466;SPC AZ E     -   323,920.      305,080.      MT  (+/- 180 meters Scaled)
 DT0466
 DT0466                          SUPERSEDED SURVEY CONTROL
 DT0466
 DT0466.No superseded survey control is available for this station.
 DT0466
 DT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC687544(NAD 83)
 DT0466_MARKER: DB = BENCH MARK DISK
 DT0466_SETTING: 66 = SET IN ROCK OUTCROP
 DT0466_SP_SET: ROCK OUTCROP
 DT0466_STAMPING: E 409 1980
 DT0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0466+STABILITY: POSITION/ELEVATION WELL
 DT0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0466+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0466
 DT0466  HISTORY     - Date     Condition        Report By
 DT0466  HISTORY     - 1980     MONUMENTED       NGS
 DT0466  HISTORY     - 20050729 GOOD             USPSQD
 DT0466
 DT0466                          STATION DESCRIPTION
 DT0466
 DT0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0466'5.2 KM SE FROM NUTRIOSO.
 DT0466'5.2 KM (3.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0466'POST OFFICE IN NUTRIOSO, 0.6 KM (0.35 MI) SOUTH OF MILE
 DT0466'POST 420, 16.0 METERS (52.5 FT) NORTH OF THE CENTERLINE OF THE
 DT0466'HIGHWAY, 14.1 METERS (46.3 FT) SOUTH OF A FENCE AND 8.9 METERS
 DT0466'(29.2 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A BOX CULVERT.
 DT0466'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 DT0466'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DT0466
 DT0466                          STATION RECOVERY (2005)
 DT0466
 DT0466'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0211 ***********************************************************************
 DT0211  DESIGNATION -  E 41
 DT0211  PID         -  DT0211
 DT0211  STATE/COUNTY-  AZ/APACHE
 DT0211  USGS QUAD   -  ALPINE (1991)
 DT0211
 DT0211                         *CURRENT SURVEY CONTROL
 DT0211  ___________________________________________________________________
 DT0211* NAD 83(1986)-  33 51 36.     (N)    109 09 45.     (W)     SCALED    
 DT0211* NAVD 88     -      2472.845  (meters)    8112.99   (feet)  ADJUSTED  
 DT0211  ___________________________________________________________________
 DT0211  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0211  DYNAMIC HT  -        2468.781 (meters)    8099.66  (feet)  COMP
 DT0211  MODELED GRAV-     978,903.2   (mgal)                       NAVD 88
 DT0211
 DT0211  VERT ORDER  -  FIRST     CLASS II
 DT0211
 DT0211.The horizontal coordinates were scaled from a topographic map and have
 DT0211.an estimated accuracy of +/- 6 seconds.
 DT0211
 DT0211.The orthometric height was determined by differential leveling
 DT0211.and adjusted in June 1991.
 DT0211
 DT0211.The geoid height was determined by GEOID03.
 DT0211
 DT0211.The dynamic height is computed by dividing the NAVD 88
 DT0211.geopotential number by the normal gravity value computed on the
 DT0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0211.degrees latitude (g = 980.6199 gals.).
 DT0211
 DT0211.The modeled gravity was interpolated from observed gravity values.
 DT0211
 DT0211;                    North         East    Units  Estimated Accuracy
 DT0211;SPC AZ E     -   317,580.      306,270.      MT  (+/- 180 meters Scaled)
 DT0211
 DT0211                          SUPERSEDED SURVEY CONTROL
 DT0211
 DT0211  NGVD 29 (??/??/92) 2471.752  (m)         8109.41   (f) ADJ UNCH    1 2
 DT0211
 DT0211.Superseded values are not recommended for survey control.
 DT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0211.See file dsdata.txt to determine how the superseded data were derived.
 DT0211
 DT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC699481(NAD 83)
 DT0211_MARKER: DB = BENCH MARK DISK
 DT0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0211_STAMPING: E 41 1934
 DT0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0211+STABILITY: SURFACE MOTION
 DT0211
 DT0211  HISTORY     - Date     Condition        Report By
 DT0211  HISTORY     - 1934     MONUMENTED       CGS
 DT0211  HISTORY     - 1958     MARK NOT FOUND   NGS
 DT0211  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0211  HISTORY     - 19891002 MARK NOT FOUND   USPSQD
 DT0211
 DT0211                          STATION DESCRIPTION
 DT0211
 DT0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DT0211'1.5 MI N FROM ALPINE.
 DT0211'1.5 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM THE POST OFFICE AT
 DT0211'ALPINE, APACHE COUNTY, 700 FEET EAST OF RANCH BUILDINGS, AT A CURVE 30
 DT0211'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 12 FEET EAST OF A
 DT0211'FENCE LINE.  A STANDARD DISK, STAMPED E 41 1934 AND SET IN THE TOP OF
 DT0211'A CONCRETE POST.
 DT0211
 DT0211                          STATION RECOVERY (1980)
 DT0211
 DT0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0211'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK,
 DT0211
 DT0211                          STATION RECOVERY (1989)
 DT0211
 DT0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0340 ***********************************************************************
 ER0340  DESIGNATION -  E 410
 ER0340  PID         -  ER0340
 ER0340  STATE/COUNTY-  AZ/APACHE
 ER0340  USGS QUAD   -  MC NARY (1985)
 ER0340
 ER0340                         *CURRENT SURVEY CONTROL
 ER0340  ___________________________________________________________________
 ER0340* NAD 83(1986)-  34 04 46.     (N)    109 47 56.     (W)     SCALED    
 ER0340* NAVD 88     -      2314.220  (meters)    7592.57   (feet)  ADJUSTED  
 ER0340  ___________________________________________________________________
 ER0340  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ER0340  DYNAMIC HT  -        2310.584 (meters)    7580.64  (feet)  COMP
 ER0340  MODELED GRAV-     978,980.9   (mgal)                       NAVD 88
 ER0340
 ER0340  VERT ORDER  -  FIRST     CLASS II
 ER0340
 ER0340.The horizontal coordinates were scaled from a topographic map and have
 ER0340.an estimated accuracy of +/- 6 seconds.
 ER0340
 ER0340.The orthometric height was determined by differential leveling
 ER0340.and adjusted in June 1991.
 ER0340
 ER0340.The geoid height was determined by GEOID03.
 ER0340
 ER0340.The dynamic height is computed by dividing the NAVD 88
 ER0340.geopotential number by the normal gravity value computed on the
 ER0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0340.degrees latitude (g = 980.6199 gals.).
 ER0340
 ER0340.The modeled gravity was interpolated from observed gravity values.
 ER0340
 ER0340;                    North         East    Units  Estimated Accuracy
 ER0340;SPC AZ E     -   341,530.      247,300.      MT  (+/- 180 meters Scaled)
 ER0340
 ER0340                          SUPERSEDED SURVEY CONTROL
 ER0340
 ER0340.No superseded survey control is available for this station.
 ER0340
 ER0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC108716(NAD 83)
 ER0340_MARKER: I = METAL ROD
 ER0340_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0340+WITH SETTING: INFORMATION.
 ER0340_SP_SET: SHALLOW SET METAL ROD
 ER0340_STAMPING: E 410 1980
 ER0340_PROJECTION: FLUSH
 ER0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0340_ROD/PIPE-DEPTH: 2.1  meters
 ER0340
 ER0340  HISTORY     - Date     Condition        Report By
 ER0340  HISTORY     - 1980     MONUMENTED       NGS
 ER0340  HISTORY     - 20050729 GOOD             USPSQD
 ER0340
 ER0340                          STATION DESCRIPTION
 ER0340
 ER0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0340'5.4 KM EAST FROM MCNARY.
 ER0340'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0340'OFFICE IN MCNARY, THENCE 5.3 KM (3.3 MI) EAST ALONG STATE
 ER0340'HIGHWAY 260, 38.6 METERS (126.7 FT) NORTH-NORTHEAST OF THE
 ER0340'CENTERLINE OF THE HIGHWAY, 41.1 METERS (135.0 FT) NORTH-NORTHEAST
 ER0340'OF MILE POST 364, 14.2 METERS (46.6 FT) NORTHWEST OF THE CENTER OF A
 ER0340'GRAVEL ROAD LEADING NORTHEAST, 15.5 METERS (50.9 FT) NORTHWEST OF
 ER0340'THE NORTHWEST END OF A CATTLE GUARD, 11.7 METERS (38.7 FT) WEST
 ER0340'OF A T FENCE CORNER AND 0.5 METERS (1.5 FT) SOUTH-SOUTHEAST OF A FENCE
 ER0340'NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE
 ER0340'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0340'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ER0340'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0340
 ER0340                          STATION RECOVERY (2005)
 ER0340
 ER0340'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0340'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0362 ***********************************************************************
 ER0362  DESIGNATION -  E 411
 ER0362  PID         -  ER0362
 ER0362  STATE/COUNTY-  AZ/APACHE
 ER0362  USGS QUAD   -  GREER (1969)
 ER0362
 ER0362                         *CURRENT SURVEY CONTROL
 ER0362  ___________________________________________________________________
 ER0362* NAD 83(1986)-  34 04 33.     (N)    109 27 59.     (W)     SCALED    
 ER0362* NAVD 88     -      2514.921  (meters)    8251.04   (feet)  ADJUSTED  
 ER0362  ___________________________________________________________________
 ER0362  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0362  DYNAMIC HT  -        2510.859 (meters)    8237.71  (feet)  COMP
 ER0362  MODELED GRAV-     978,929.6   (mgal)                       NAVD 88
 ER0362
 ER0362  VERT ORDER  -  FIRST     CLASS II
 ER0362
 ER0362.The horizontal coordinates were scaled from a topographic map and have
 ER0362.an estimated accuracy of +/- 6 seconds.
 ER0362
 ER0362.The orthometric height was determined by differential leveling
 ER0362.and adjusted in June 1991.
 ER0362
 ER0362.The geoid height was determined by GEOID03.
 ER0362
 ER0362.The dynamic height is computed by dividing the NAVD 88
 ER0362.geopotential number by the normal gravity value computed on the
 ER0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0362.degrees latitude (g = 980.6199 gals.).
 ER0362
 ER0362.The modeled gravity was interpolated from observed gravity values.
 ER0362
 ER0362;                    North         East    Units  Estimated Accuracy
 ER0362;SPC AZ E     -   341,290.      277,990.      MT  (+/- 180 meters Scaled)
 ER0362
 ER0362                          SUPERSEDED SURVEY CONTROL
 ER0362
 ER0362.No superseded survey control is available for this station.
 ER0362
 ER0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC415716(NAD 83)
 ER0362_MARKER: DB = BENCH MARK DISK
 ER0362_SETTING: 66 = SET IN ROCK OUTCROP
 ER0362_SP_SET: ROCK OUTCROP
 ER0362_STAMPING: E 411 1980
 ER0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0362+STABILITY: POSITION/ELEVATION WELL
 ER0362
 ER0362  HISTORY     - Date     Condition        Report By
 ER0362  HISTORY     - 1980     MONUMENTED       NGS
 ER0362  HISTORY     - 20080525 MARK NOT FOUND   GEOCAC
 ER0362
 ER0362                          STATION DESCRIPTION
 ER0362
 ER0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0362'17.4 KM WEST FROM EAGAR.
 ER0362'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0362'OFFICE IN EAGAR, THENCE 17.2 KM (10.7 MI) WEST ALONG STATE
 ER0362'HIGHWAY 260, 0.7 KM (0.45 MI) WEST OF MILE POST 386, IN A
 ER0362'ROCK OUTCROP AT THE JUNCTION OF STATE HIGHWAY 373, 50.3 METERS
 ER0362'(165.0 FT) EAST OF THE NORTH END OF A CATTLE GUARD, 35.4 (116.1
 ER0362'FT) NORTHWEST OF THE JUNCTION OF THE HIGHWAYS AND 10.1 METERS (33.1
 ER0362'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0362'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 ER0362'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0362
 ER0362                          STATION RECOVERY (2008)
 ER0362
 ER0362'RECOVERY NOTE BY GEOCACHING 2008 (DJH)
 ER0362'MARKER NOT FOUND WITH THIS DESIGNATION.
 ER0362'BELIEVE TO HAVE BEEN REPLACED BY,
 ER0362' AH8553  DESIGNATION -  E 411 RESET
 ER0362' AH8553  PID         -  AH8553
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8553 ***********************************************************************
 AH8553  DESIGNATION -  E 411 RESET
 AH8553  PID         -  AH8553
 AH8553  STATE/COUNTY-  AZ/NAVAJO
 AH8553  USGS QUAD   -  GREER (1969)
 AH8553
 AH8553                         *CURRENT SURVEY CONTROL
 AH8553  ___________________________________________________________________
 AH8553* NAD 83(1986)-  34 04 33.     (N)    109 27 59.     (W)     SCALED    
 AH8553* NAVD 88     -      2514.97   (meters)    8251.2    (feet)  RESET     
 AH8553  ___________________________________________________________________
 AH8553  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AH8553  VERT ORDER  -  THIRD
 AH8553
 AH8553.The horizontal coordinates were scaled from a topographic map and have
 AH8553.an estimated accuracy of +/- 6 seconds.
 AH8553
 AH8553.The orthometric height was computed from unverified reset data.
 AH8553
 AH8553.The geoid height was determined by GEOID03.
 AH8553
 AH8553;                    North         East    Units  Estimated Accuracy
 AH8553;SPC AZ E     -   341,290.      277,990.      MT  (+/- 180 meters Scaled)
 AH8553
 AH8553                          SUPERSEDED SURVEY CONTROL
 AH8553
 AH8553.No superseded survey control is available for this station.
 AH8553
 AH8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC415716(NAD 83)
 AH8553_MARKER: DV = VERTICAL CONTROL DISK
 AH8553_SETTING: 66 = SET IN ROCK OUTCROP
 AH8553_STAMPING: E 411 RESET 1998
 AH8553_MARK LOGO: NGS   
 AH8553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8553+STABILITY: POSITION/ELEVATION WELL
 AH8553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8553+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2008
 AH8553
 AH8553  HISTORY     - Date     Condition        Report By
 AH8553  HISTORY     - 1998     MONUMENTED       AZDT
 AH8553  HISTORY     - 20080525 GOOD             GEOCAC
 AH8553
 AH8553                          STATION DESCRIPTION
 AH8553
 AH8553'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (OWP)
 AH8553'0.1 MILE (0.2 KM) SOUTH ALONG US HIGHWAY 180 B FROM POST OFFICE IN
 AH8553'EAGAR, THENCE 10.7 MILES (17.2 KM) WEST ALONG STATE HIGHWAY 260, IN A
 AH8553'ROCK OUTCROP AT HIGHWAY 373, 78.8 FEET (24.0 M) NORTHEAST OF
 AH8553'CENTERLINE OF JUNCTION OF HIGHWAYS 260 AND 373, AND 211.9 FEET (64.6
 AH8553'M) EAST OF CENTERLINE OF A TURNOUT.
 AH8553
 AH8553                          STATION RECOVERY (2008)
 AH8553
 AH8553'RECOVERY NOTE BY GEOCACHING 2008 (DJH)
 AH8553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1007 ***********************************************************************
 DV1007  DESIGNATION -  E 413 34
 DV1007  PID         -  DV1007
 DV1007  STATE/COUNTY-  AZ/LA PAZ
 DV1007  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1007
 DV1007                         *CURRENT SURVEY CONTROL
 DV1007  ___________________________________________________________________
 DV1007* NAD 83(1986)-  33 34 55.     (N)    113 26 19.     (W)     SCALED    
 DV1007* NAVD 88     -       432.78   (+/-2cm)    1419.9    (feet)  VERTCON   
 DV1007  ___________________________________________________________________
 DV1007  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1007
 DV1007.The horizontal coordinates were scaled from a topographic map and have
 DV1007.an estimated accuracy of +/- 6 seconds.
 DV1007
 DV1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1007.The vertical order pertains to the NGVD 29 superseded value.
 DV1007
 DV1007.The geoid height was determined by GEOID03.
 DV1007
 DV1007;                    North         East    Units  Estimated Accuracy
 DV1007;SPC AZ W     -   286,340.      242,270.      MT  (+/- 180 meters Scaled)
 DV1007
 DV1007                          SUPERSEDED SURVEY CONTROL
 DV1007
 DV1007  NGVD 29 (??/??/92)  432.106  (m)         1417.67   (f) ADJ UNCH    2 0
 DV1007
 DV1007.Superseded values are not recommended for survey control.
 DV1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1007.See file dsdata.txt to determine how the superseded data were derived.
 DV1007
 DV1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC736184(NAD 83)
 DV1007_MARKER: DB = BENCH MARK DISK
 DV1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1007_STAMPING: E 413 34 1962
 DV1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1007+STABILITY: SURFACE MOTION
 DV1007
 DV1007  HISTORY     - Date     Condition        Report By
 DV1007  HISTORY     - 1962     MONUMENTED       CGS
 DV1007
 DV1007                          STATION DESCRIPTION
 DV1007
 DV1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1007'22.4 MI SE FROM SALOME.
 DV1007'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1007'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1007'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1007'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1007'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1007'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1007'THENCE 5.0 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1007'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.9 FEET
 DV1007'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1007'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0999 ***********************************************************************
 DU0999  DESIGNATION -  E 414
 DU0999  PID         -  DU0999
 DU0999  STATE/COUNTY-  AZ/MARICOPA
 DU0999  USGS QUAD   -  GUADALUPE (1982)
 DU0999
 DU0999                         *CURRENT SURVEY CONTROL
 DU0999  ___________________________________________________________________
 DU0999* NAD 83(1986)-  33 15 05.     (N)    111 56 44.     (W)     SCALED    
 DU0999* NAVD 88     -       352.35   (+/-2cm)    1156.0    (feet)  VERTCON   
 DU0999  ___________________________________________________________________
 DU0999  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0999
 DU0999.The horizontal coordinates were scaled from a topographic map and have
 DU0999.an estimated accuracy of +/- 6 seconds.
 DU0999
 DU0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0999.The vertical order pertains to the NGVD 29 superseded value.
 DU0999
 DU0999.The geoid height was determined by GEOID03.
 DU0999
 DU0999;                    North         East    Units  Estimated Accuracy
 DU0999;SPC AZ C     -   249,630.      210,670.      MT  (+/- 180 meters Scaled)
 DU0999
 DU0999                          SUPERSEDED SURVEY CONTROL
 DU0999
 DU0999  NGVD 29 (??/??/92)  351.822  (m)         1154.27   (f) ADJ UNCH    2 0
 DU0999
 DU0999.Superseded values are not recommended for survey control.
 DU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0999.See file dsdata.txt to determine how the superseded data were derived.
 DU0999
 DU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB119795(NAD 83)
 DU0999_MARKER: DB = BENCH MARK DISK
 DU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0999_STAMPING: E 414 1962
 DU0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0999+STABILITY: SURFACE MOTION
 DU0999
 DU0999  HISTORY     - Date     Condition        Report By
 DU0999  HISTORY     - 1962     MONUMENTED       CGS
 DU0999
 DU0999                          STATION DESCRIPTION
 DU0999
 DU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0999'11.4 MI SW FROM CHANDLER.
 DU0999'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0999'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0999'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 2.5 MILES
 DU0999'SOUTHEAST ALONG A TRACK ROAD WHCIH IS THE PROPOSED CENTER OF THE
 DU0999'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, ABOUT 100 YARDS NORTHWEST OF AN
 DU0999'A.H.D. MARK WITH NO STAMPING, 5.5 FEET SOUTHWEST OF THE CENTER OF THE
 DU0999'TRACK ROAD, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DU0999'WITH THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DU0999'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1000 ***********************************************************************
 DU1000  DESIGNATION -  E 414 RESET
 DU1000  PID         -  DU1000
 DU1000  STATE/COUNTY-  AZ/MARICOPA
 DU1000  USGS QUAD   -  GUADALUPE (1982)
 DU1000
 DU1000                         *CURRENT SURVEY CONTROL
 DU1000  ___________________________________________________________________
 DU1000* NAD 83(1986)-  33 15 12.     (N)    111 56 49.     (W)     SCALED    
 DU1000* NAVD 88     -       352.36   (+/-2cm)    1156.0    (feet)  VERTCON   
 DU1000  ___________________________________________________________________
 DU1000  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU1000  VERT ORDER  -  THIRD (See Below)
 DU1000
 DU1000.The horizontal coordinates were scaled from a topographic map and have
 DU1000.an estimated accuracy of +/- 6 seconds.
 DU1000
 DU1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1000.The vertical order pertains to the NGVD 29 superseded value.
 DU1000
 DU1000.The geoid height was determined by GEOID03.
 DU1000
 DU1000;                    North         East    Units  Estimated Accuracy
 DU1000;SPC AZ C     -   249,850.      210,540.      MT  (+/- 180 meters Scaled)
 DU1000
 DU1000                          SUPERSEDED SURVEY CONTROL
 DU1000
 DU1000  NGVD 29 (03/28/06)  351.82   (m)         1154.3    (f) RESET       3  
 DU1000
 DU1000.Superseded values are not recommended for survey control.
 DU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1000.See file dsdata.txt to determine how the superseded data were derived.
 DU1000
 DU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB117797(NAD 83)
 DU1000_MARKER: DB = BENCH MARK DISK
 DU1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1000_STAMPING: E 414 RESET 1975
 DU1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1000+STABILITY: SURFACE MOTION
 DU1000
 DU1000  HISTORY     - Date     Condition        Report By
 DU1000  HISTORY     - 1975     MONUMENTED       NGS
 DU1000
 DU1000                          STATION DESCRIPTION
 DU1000
 DU1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1000'11.0 MI SW FROM CHANDLER.
 DU1000'7 MILES WEST ALONG WILLIAMS FIELD ROAD FROM ITS JUNCTION WITH ARIZONA
 DU1000'HIGHWAY 87 IN CHANDLER, THENCE SOUTHEAST FOR 3 MILES ALONG INTERSTATE
 DU1000'HIGHWAY 10 TO QUEEN CREEK ROAD OVERPASS, CONTINUE SOUTHEAST ALONG I-10
 DU1000'FOR 1.0 MILE TO THE MARK ON THE LEFT IN FENCE LINE.  A 10 INCH
 DU1000'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  1 FOOT SOUTHWEST OF THE
 DU1000'NORTHEAST FENCELINE.  E 414 WAS DESTROYED AT THIS TIME.  NOTE-- SERVES
 DU1000'FOR AN AZIMUTH MARK, STATION BONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1044 ***********************************************************************
 DV1044  DESIGNATION -  E 415 55
 DV1044  PID         -  DV1044
 DV1044  STATE/COUNTY-  AZ/MARICOPA
 DV1044  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1044
 DV1044                         *CURRENT SURVEY CONTROL
 DV1044  ___________________________________________________________________
 DV1044* NAD 83(1986)-  33 31 18.     (N)    113 04 32.     (W)     SCALED    
 DV1044* NAVD 88     -       383.51   (+/-2cm)    1258.2    (feet)  VERTCON   
 DV1044  ___________________________________________________________________
 DV1044  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1044
 DV1044.The horizontal coordinates were scaled from a topographic map and have
 DV1044.an estimated accuracy of +/- 6 seconds.
 DV1044
 DV1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1044.The vertical order pertains to the NGVD 29 superseded value.
 DV1044
 DV1044.The geoid height was determined by GEOID03.
 DV1044
 DV1044;                    North         East    Units  Estimated Accuracy
 DV1044;SPC AZ C     -   280,210.      105,710.      MT  (+/- 180 meters Scaled)
 DV1044
 DV1044                          SUPERSEDED SURVEY CONTROL
 DV1044
 DV1044  NGVD 29 (??/??/92)  382.872  (m)         1256.14   (f) ADJ UNCH    2 0
 DV1044
 DV1044.Superseded values are not recommended for survey control.
 DV1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1044.See file dsdata.txt to determine how the superseded data were derived.
 DV1044
 DV1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC072110(NAD 83)
 DV1044_MARKER: DB = BENCH MARK DISK
 DV1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1044_STAMPING: E 415 55 1962
 DV1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1044+STABILITY: SURFACE MOTION
 DV1044
 DV1044  HISTORY     - Date     Condition        Report By
 DV1044  HISTORY     - 1962     MONUMENTED       CGS
 DV1044
 DV1044                          STATION DESCRIPTION
 DV1044
 DV1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1044'8.65 MI NW FROM TONOPAH.
 DV1044'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1044'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 6.0 MILES
 DV1044'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1044'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL
 DV1044'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0896 ***********************************************************************
 DV0896  DESIGNATION -  E 416 78
 DV0896  PID         -  DV0896
 DV0896  STATE/COUNTY-  AZ/MARICOPA
 DV0896  USGS QUAD   -  BUCKEYE NW (1982)
 DV0896
 DV0896                         *CURRENT SURVEY CONTROL
 DV0896  ___________________________________________________________________
 DV0896* NAD 83(1986)-  33 26 22.     (N)    112 40 39.     (W)     SCALED    
 DV0896* NAVD 88     -       325.35   (+/-2cm)    1067.4    (feet)  VERTCON   
 DV0896  ___________________________________________________________________
 DV0896  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DV0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0896
 DV0896.The horizontal coordinates were scaled from a topographic map and have
 DV0896.an estimated accuracy of +/- 6 seconds.
 DV0896
 DV0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0896.The vertical order pertains to the NGVD 29 superseded value.
 DV0896
 DV0896.The geoid height was determined by GEOID03.
 DV0896
 DV0896;                    North         East    Units  Estimated Accuracy
 DV0896;SPC AZ C     -   270,740.      142,620.      MT  (+/- 180 meters Scaled)
 DV0896
 DV0896                          SUPERSEDED SURVEY CONTROL
 DV0896
 DV0896  NGVD 29 (??/??/92)  324.710  (m)         1065.32   (f) ADJ UNCH    2 0
 DV0896
 DV0896.Superseded values are not recommended for survey control.
 DV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0896.See file dsdata.txt to determine how the superseded data were derived.
 DV0896
 DV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440012(NAD 83)
 DV0896_MARKER: DB = BENCH MARK DISK
 DV0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0896_STAMPING: E 416 78 1962
 DV0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0896+STABILITY: SURFACE MOTION
 DV0896
 DV0896  HISTORY     - Date     Condition        Report By
 DV0896  HISTORY     - 1962     MONUMENTED       CGS
 DV0896  HISTORY     - 1974     GOOD             NGS
 DV0896
 DV0896                          STATION DESCRIPTION
 DV0896
 DV0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0896'16.75 MI SE FROM TONOPAH.
 DV0896'15.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0896'THENCE 1.6 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO LUKE NO 5
 DV0896'AIRPORT, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0896'HIGHWAY 10, 2.1 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP
 DV0896'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE THE MARK MAY ALSO
 DV0896'BE REACHED FROM THE VALLEY NATIONAL BANK AT BUCKEYE BY GOING 0.2 MILE
 DV0896'WEST ALONG U.S. HIGHWAY 80, THENCE 4.5 MILES NORTH ALONG MILLER ROAD,
 DV0896'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 1.6 MILES SOUTH
 DV0896'ALONG A GRAVEL ROAD.
 DV0896
 DV0896                          STATION RECOVERY (1974)
 DV0896
 DV0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0897 ***********************************************************************
 DV0897  DESIGNATION -  E 416 RESET
 DV0897  PID         -  DV0897
 DV0897  STATE/COUNTY-  AZ/MARICOPA
 DV0897  USGS QUAD   -  BUCKEYE NW (1982)
 DV0897
 DV0897                         *CURRENT SURVEY CONTROL
 DV0897  ___________________________________________________________________
 DV0897* NAD 83(1986)-  33 26 22.     (N)    112 40 39.     (W)     SCALED    
 DV0897* NAVD 88     -       323.49   (+/-2cm)    1061.3    (feet)  VERTCON   
 DV0897  ___________________________________________________________________
 DV0897  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DV0897  VERT ORDER  -  THIRD (See Below)
 DV0897
 DV0897.The horizontal coordinates were scaled from a topographic map and have
 DV0897.an estimated accuracy of +/- 6 seconds.
 DV0897
 DV0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0897.The vertical order pertains to the NGVD 29 superseded value.
 DV0897
 DV0897.The geoid height was determined by GEOID03.
 DV0897
 DV0897;                    North         East    Units  Estimated Accuracy
 DV0897;SPC AZ C     -   270,740.      142,620.      MT  (+/- 180 meters Scaled)
 DV0897
 DV0897                          SUPERSEDED SURVEY CONTROL
 DV0897
 DV0897  NGVD 29 (03/28/06)  322.85   (m)         1059.2    (f) RESET       3  
 DV0897
 DV0897.Superseded values are not recommended for survey control.
 DV0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0897.See file dsdata.txt to determine how the superseded data were derived.
 DV0897
 DV0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC440012(NAD 83)
 DV0897_MARKER: DB = BENCH MARK DISK
 DV0897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0897_SP_SET: MONUMENT
 DV0897_STAMPING: E 416 RESET 1974
 DV0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0897
 DV0897  HISTORY     - Date     Condition        Report By
 DV0897  HISTORY     - 1974     MONUMENTED       NGS
 DV0897
 DV0897                          STATION DESCRIPTION
 DV0897
 DV0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DV0897'17.25 MI SE FROM TONOPAH.
 DV0897'15.2 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0897'10 OVERPASS AT TONOPAH, THENCE 2.0 MILES SOUTH ALONG PALO VERDE ROAD
 DV0897'TO I-10 WHICH IS UNDER CONSTRUCTION, THENCE 0.05 MILE WEST ALONG THE
 DV0897'OUTSIDE OF THE EXIT ROAD.  A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV0897'ABOUT 2 INCHES.  1 1/2 FEET NORTHEAST OF WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0841 ***********************************************************************
 CG0841  DESIGNATION -  E 418
 CG0841  PID         -  CG0841
 CG0841  STATE/COUNTY-  AZ/COCHISE
 CG0841  USGS QUAD   -  MESCAL (1983)
 CG0841
 CG0841                         *CURRENT SURVEY CONTROL
 CG0841  ___________________________________________________________________
 CG0841* NAD 83(2007)-  31 57 45.30072(N)    110 25 13.83976(W)     ADJUSTED  
 CG0841* NAVD 88     -      1280.432  (meters)    4200.88   (feet)  ADJUSTED  
 CG0841  ___________________________________________________________________
 CG0841  EPOCH DATE  -        2007.00
 CG0841  X           -  -1,890,143.343 (meters)                     COMP
 CG0841  Y           -  -5,076,878.671 (meters)                     COMP
 CG0841  Z           -   3,357,575.283 (meters)                     COMP
 CG0841  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CG0841  ELLIP HEIGHT-        1252.635 (meters)          (04/15/08) ADJUSTED
 CG0841  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0841  DYNAMIC HT  -        1278.513 (meters)    4194.59  (feet)  COMP
 CG0841  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 CG0841
 CG0841  HORZ ORDER  -  FIRST
 CG0841  VERT ORDER  -  FIRST     CLASS II
 CG0841  ELLP ORDER  -  THIRD     CLASS I
 CG0841
 CG0841.The horizontal coordinates were established by GPS observations
 CG0841.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 CG0841
 CG0841.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0841.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0841.The horizontal coordinates are valid at the epoch date displayed above.
 CG0841.The epoch date for horizontal control is a decimal equivalence
 CG0841.of Year/Month/Day.
 CG0841
 CG0841.The orthometric height was determined by differential leveling
 CG0841.and adjusted in June 1991.
 CG0841
 CG0841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0841
 CG0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0841
 CG0841.The ellipsoidal height was determined by GPS observations
 CG0841.and is referenced to NAD 83.
 CG0841
 CG0841.The geoid height was determined by GEOID03.
 CG0841
 CG0841.The dynamic height is computed by dividing the NAVD 88
 CG0841.geopotential number by the normal gravity value computed on the
 CG0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0841.degrees latitude (g = 980.6199 gals.).
 CG0841
 CG0841.The modeled gravity was interpolated from observed gravity values.
 CG0841
 CG0841;                    North         East     Units Scale Factor Converg.
 CG0841;SPC AZ E     -   106,746.594   189,366.076   MT  0.99990710   -0 08 03.8
 CG0841;SPC AZ E     -   350,218.48    621,279.78   iFT  0.99990710   -0 08 03.8
 CG0841;UTM  12      - 3,536,434.964   554,758.459   MT  0.99963698   +0 18 24.4
 CG0841
 CG0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0841!SPC AZ E     -   0.99980335  x   0.99990710  =   0.99971047
 CG0841!UTM  12      -   0.99980335  x   0.99963698  =   0.99944040
 CG0841
 CG0841                          SUPERSEDED SURVEY CONTROL
 CG0841
 CG0841  NAVD 88 (04/15/08) 1280.43   (m)         4200.9    (f) LEVELING    3  
 CG0841
 CG0841.Superseded values are not recommended for survey control.
 CG0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0841.See file dsdata.txt to determine how the superseded data were derived.
 CG0841
 CG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5475836435(NAD 83)
 CG0841_MARKER: DB = BENCH MARK DISK
 CG0841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0841_SP_SET: STAINLESS STEEL ROD
 CG0841_STAMPING: E 418 1979
 CG0841_PROJECTION: FLUSH
 CG0841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0841+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2008
 CG0841_ROD/PIPE-DEPTH: 7.01 meters
 CG0841
 CG0841  HISTORY     - Date     Condition        Report By
 CG0841  HISTORY     - 1979     MONUMENTED       NGS
 CG0841  HISTORY     - 20080317 GOOD             STANTI
 CG0841
 CG0841                          STATION DESCRIPTION
 CG0841
 CG0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0841'7.4 MI WEST FROM BENSON.
 CG0841'7.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0841'OVERPASS AT BENSON, AT MILE POST 298, 93.5 FEET SOUTH OF THE
 CG0841'CENTERLINE OF THE EASTBOUND TRAFFIC LANES, 122 FEET SOUTHEAST OF THE
 CG0841'SOUTHEAST CORNER OF THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT, 71
 CG0841'FEET SOUTH OF THE MILE POST, 8 FEET WEST OF A 4-INCH ANGLE IRON RIGHT-
 CG0841'OF-WAY MARKER POST 2049+00 WHICH PROJECTS 30 INCHES AND 2 FEET NORTH
 CG0841'OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0841'THE MARK IS 3 FT  NE FROM A WITNESS POST.
 CG0841'THE MARK IS 1 FT ABOVE FREEWAY.
 CG0841
 CG0841                          STATION RECOVERY (2008)
 CG0841
 CG0841'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (KRJ)
 CG0841'RECOVERED AS DESCRIBED IN GOOD CONDITION. HH2 GPS POSITION IS
 CG0841'N315745.3 W1102513.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0622 ***********************************************************************
 CY0622  DESIGNATION -  E 419
 CY0622  PID         -  CY0622
 CY0622  STATE/COUNTY-  AZ/COCHISE
 CY0622  USGS QUAD   -  RAILROAD PASS (1979)
 CY0622
 CY0622                         *CURRENT SURVEY CONTROL
 CY0622  ___________________________________________________________________
 CY0622* NAD 83(1986)-  32 21 42.     (N)    109 39 02.     (W)     SCALED    
 CY0622* NAVD 88     -      1262.952  (meters)    4143.53   (feet)  ADJUSTED  
 CY0622  ___________________________________________________________________
 CY0622  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0622  DYNAMIC HT  -        1261.079 (meters)    4137.39  (feet)  COMP
 CY0622  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 CY0622
 CY0622  VERT ORDER  -  FIRST     CLASS II
 CY0622
 CY0622.The horizontal coordinates were scaled from a topographic map and have
 CY0622.an estimated accuracy of +/- 6 seconds.
 CY0622
 CY0622.The orthometric height was determined by differential leveling
 CY0622.and adjusted in June 1991.
 CY0622
 CY0622.The geoid height was determined by GEOID03.
 CY0622
 CY0622.The dynamic height is computed by dividing the NAVD 88
 CY0622.geopotential number by the normal gravity value computed on the
 CY0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0622.degrees latitude (g = 980.6199 gals.).
 CY0622
 CY0622.The modeled gravity was interpolated from observed gravity values.
 CY0622
 CY0622;                    North         East    Units  Estimated Accuracy
 CY0622;SPC AZ E     -   151,090.      261,930.      MT  (+/- 180 meters Scaled)
 CY0622
 CY0622                          SUPERSEDED SURVEY CONTROL
 CY0622
 CY0622.No superseded survey control is available for this station.
 CY0622
 CY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA269813(NAD 83)
 CY0622_MARKER: DB = BENCH MARK DISK
 CY0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0622_SP_SET: STAINLESS STEEL ROD
 CY0622_STAMPING: E 419 1979
 CY0622_PROJECTION: FLUSH
 CY0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0622_ROD/PIPE-DEPTH: 4.0  meters
 CY0622
 CY0622  HISTORY     - Date     Condition        Report By
 CY0622  HISTORY     - 1979     MONUMENTED       NGS
 CY0622
 CY0622                          STATION DESCRIPTION
 CY0622
 CY0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0622'22.3 KM NE FROM WILLCOX.
 CY0622'22.3 KILOMETERS (13.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0622'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.6 KILOMETER (0.4 MILE) EAST
 CY0622'OF MILE POST 354, 29.9 METERS (98 FEET) SOUTH OF THE CENTERLINE OF
 CY0622'THE EASTBOUND TRAFFIC LANES, 51.8 METERS (171 FEET) WEST OF A BRACED
 CY0622'ANGLE IRON FENCE POST, 27.1 METERS (89 FEET) NORTHWEST OF THE SECOND
 CY0622'POWER LINE EAST OF A POWER POLE WITH A GUY WIRE CROSSING THE HIGHWAY
 CY0622'AND 0.7 METER (2.3 FEET) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE
 CY0622'ROD WAS DRIVEN TO REFUSAL.
 CY0622'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 CY0622'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0251 ***********************************************************************
 ER0251  DESIGNATION -  E 42
 ER0251  PID         -  ER0251
 ER0251  STATE/COUNTY-  AZ/APACHE
 ER0251  USGS QUAD   -  GREENS PEAK (1969)
 ER0251
 ER0251                         *CURRENT SURVEY CONTROL
 ER0251  ___________________________________________________________________
 ER0251* NAD 83(1986)-  34 03 15.     (N)    109 33 21.     (W)     SCALED    
 ER0251* NAVD 88     -      2799.582  (meters)    9184.96   (feet)  ADJUSTED  
 ER0251  ___________________________________________________________________
 ER0251  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0251  DYNAMIC HT  -        2794.908 (meters)    9169.63  (feet)  COMP
 ER0251  MODELED GRAV-     978,864.0   (mgal)                       NAVD 88
 ER0251
 ER0251  VERT ORDER  -  FIRST     CLASS II
 ER0251
 ER0251.The horizontal coordinates were scaled from a topographic map and have
 ER0251.an estimated accuracy of +/- 6 seconds.
 ER0251
 ER0251.The orthometric height was determined by differential leveling
 ER0251.and adjusted in June 1991.
 ER0251.WARNING-Repeat measurements at this control monument indicate possible
 ER0251.vertical movement.
 ER0251
 ER0251.The geoid height was determined by GEOID03.
 ER0251
 ER0251.The dynamic height is computed by dividing the NAVD 88
 ER0251.geopotential number by the normal gravity value computed on the
 ER0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0251.degrees latitude (g = 980.6199 gals.).
 ER0251
 ER0251.The modeled gravity was interpolated from observed gravity values.
 ER0251
 ER0251;                    North         East    Units  Estimated Accuracy
 ER0251;SPC AZ E     -   338,830.      269,750.      MT  (+/- 180 meters Scaled)
 ER0251
 ER0251                          SUPERSEDED SURVEY CONTROL
 ER0251
 ER0251  NGVD 29 (??/??/92) 2798.347  (m)         9180.91   (f) ADJ UNCH    1 2
 ER0251
 ER0251.Superseded values are not recommended for survey control.
 ER0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0251.See file dsdata.txt to determine how the superseded data were derived.
 ER0251
 ER0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC332691(NAD 83)
 ER0251_MARKER: DB = BENCH MARK DISK
 ER0251_SETTING: 66 = SET IN ROCK OUTCROP
 ER0251_SP_SET: ROCK LEDGE
 ER0251_STAMPING: E 42 1934
 ER0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0251+STABILITY: POSITION/ELEVATION WELL
 ER0251
 ER0251  HISTORY     - Date     Condition        Report By
 ER0251  HISTORY     - 1934     MONUMENTED       CGS
 ER0251  HISTORY     - 1970     GOOD             USGS
 ER0251  HISTORY     - 1980     GOOD             NGS
 ER0251
 ER0251                          STATION DESCRIPTION
 ER0251
 ER0251'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0251'17.9 MI W FROM EAGAR.
 ER0251'16.5 MILES WEST ALONG STATE HWY. NO. 73 FROM THE JUNCTION OF STATE
 ER0251'HWY. 73 AND U.S. HWY. 180B AT EAGAR.  ARIZONA-- 0.6 MILE WEST OF A
 ER0251'GRAVELED ROAD LEADING NORTH FROM HWY. 73 TO GREENS PEAK.  AT THE TOP
 ER0251'OF A SMALL RISE IN A SMALL GROUP OF PINE TREES.  34 FT. SOUTH OF THE
 ER0251'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE ROCK ON A ROCK
 ER0251'LEDGE.  A STANDARD DISK STAMPED E 42 1934.
 ER0251
 ER0251                          STATION RECOVERY (1980)
 ER0251
 ER0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0251'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0251'OFFICE IN EAGAR, THENCE 26.8 KM (16.65 MI) WEST ALONG STATE
 ER0251'HIGHWAY 260, 1.8 KM (1.1 MI) EAST OF THE EAST ENTRANCE
 ER0251'TO THE FORT APACHE INDIAN RESERVATION, 0.9 KM (0.55 MI) WEST
 ER0251'OF A GRAVEL ROAD LEADING NORTHEAST, 0.5 KM (0.3 MI) EAST OF
 ER0251'MILE POST 380, IN TOP OF A 8 BY 8 FT ROCK OUTCROP ON THE TOP
 ER0251'A SMALL CUT BANK AND 11.6 METERS (38.0 FT) SOUTH OF THE CENTERLINE OF
 ER0251'THE HIGHWAY.
 ER0251'THE MARK IS 1.6 METERS  E FROM A WITNESS POST.
 ER0251'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0600 ***********************************************************************
 CY0600  DESIGNATION -  E 420
 CY0600  PID         -  CY0600
 CY0600  STATE/COUNTY-  AZ/COCHISE
 CY0600  USGS QUAD   -  SULPHUR SPRING (1985)
 CY0600
 CY0600                         *CURRENT SURVEY CONTROL
 CY0600  ___________________________________________________________________
 CY0600* NAD 83(1986)-  32 01 40.     (N)    109 52 26.     (W)     SCALED    
 CY0600* NAVD 88     -      1274.782  (meters)    4182.35   (feet)  ADJUSTED  
 CY0600  ___________________________________________________________________
 CY0600  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0600  DYNAMIC HT  -        1272.839 (meters)    4175.97  (feet)  COMP
 CY0600  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 CY0600
 CY0600  VERT ORDER  -  FIRST     CLASS II
 CY0600
 CY0600.The horizontal coordinates were scaled from a topographic map and have
 CY0600.an estimated accuracy of +/- 6 seconds.
 CY0600
 CY0600.The orthometric height was determined by differential leveling
 CY0600.and adjusted in June 1991.
 CY0600
 CY0600.The geoid height was determined by GEOID03.
 CY0600
 CY0600.The dynamic height is computed by dividing the NAVD 88
 CY0600.geopotential number by the normal gravity value computed on the
 CY0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0600.degrees latitude (g = 980.6199 gals.).
 CY0600
 CY0600.The modeled gravity was interpolated from observed gravity values.
 CY0600
 CY0600;                    North         East    Units  Estimated Accuracy
 CY0600;SPC AZ E     -   113,980.      241,010.      MT  (+/- 180 meters Scaled)
 CY0600
 CY0600                          SUPERSEDED SURVEY CONTROL
 CY0600
 CY0600.No superseded survey control is available for this station.
 CY0600
 CY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA063440(NAD 83)
 CY0600_MARKER: DB = BENCH MARK DISK
 CY0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0600_SP_SET: STAINLESS STEEL ROD
 CY0600_STAMPING: E 420 1980
 CY0600_PROJECTION: FLUSH
 CY0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0600_ROD/PIPE-DEPTH: 7.5  meters
 CY0600
 CY0600  HISTORY     - Date     Condition        Report By
 CY0600  HISTORY     - 1980     MONUMENTED       NGS
 CY0600
 CY0600                          STATION DESCRIPTION
 CY0600
 CY0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0600'11.0 KM NW FROM PEARCE.
 CY0600'11.0 KM (6.85 MILE) NORTHWEST ALONG U.S. HIGHWAY 666 FROM THE POST
 CY0600'OFFICE IN PEARCE, 27.7 KILOMETERS (17.25 MILES) SOUTHWEST OF WILLCOX,
 CY0600'1.0 KILOMETER (0.6 MILE) SOUTHEAST OF DRAGOON ROAD, 14.8 METERS
 CY0600'(48.5 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.3 METERS
 CY0600'(30.5 FEET) NORTHEAST OF HIGHWAY MILEPOST 55, 27.6 METERS (90.5
 CY0600'FEET) NORTHWEST OF TELEPHONE POLE NUMBER 9, 0.5 METER (1.5 FEET)
 CY0600'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 53.8 METERS (176.5 FEET)
 CY0600'SOUTHEAST OF A TELEPHONE POLE.
 CY0600'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0600'THE MARK IS .6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0226 ***********************************************************************
 CF0226  DESIGNATION -  E 421
 CF0226  PID         -  CF0226
 CF0226  STATE/COUNTY-  AZ/COCHISE
 CF0226  USGS QUAD   -  ELFRIDA (1986)
 CF0226
 CF0226                         *CURRENT SURVEY CONTROL
 CF0226  ___________________________________________________________________
 CF0226* NAD 83(1986)-  31 40 42.     (N)    109 41 12.     (W)     SCALED    
 CF0226* NAVD 88     -      1261.478  (meters)    4138.70   (feet)  ADJUSTED  
 CF0226  ___________________________________________________________________
 CF0226  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0226  DYNAMIC HT  -        1259.517 (meters)    4132.27  (feet)  COMP
 CF0226  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 CF0226
 CF0226  VERT ORDER  -  FIRST     CLASS II
 CF0226
 CF0226.The horizontal coordinates were scaled from a topographic map and have
 CF0226.an estimated accuracy of +/- 6 seconds.
 CF0226
 CF0226.The orthometric height was determined by differential leveling
 CF0226.and adjusted in June 1991.
 CF0226
 CF0226.The geoid height was determined by GEOID03.
 CF0226
 CF0226.The dynamic height is computed by dividing the NAVD 88
 CF0226.geopotential number by the normal gravity value computed on the
 CF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0226.degrees latitude (g = 980.6199 gals.).
 CF0226
 CF0226.The modeled gravity was interpolated from observed gravity values.
 CF0226
 CF0226;                    North         East    Units  Estimated Accuracy
 CF0226;SPC AZ E     -    75,300.      258,870.      MT  (+/- 180 meters Scaled)
 CF0226
 CF0226                          SUPERSEDED SURVEY CONTROL
 CF0226
 CF0226.No superseded survey control is available for this station.
 CF0226
 CF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA244055(NAD 83)
 CF0226_MARKER: DB = BENCH MARK DISK
 CF0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0226_SP_SET: STAINLESS STEEL ROD
 CF0226_STAMPING: E 421 1980
 CF0226_PROJECTION: FLUSH
 CF0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0226+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 CF0226_ROD/PIPE-DEPTH: 2.1  meters
 CF0226
 CF0226  HISTORY     - Date     Condition        Report By
 CF0226  HISTORY     - 1980     MONUMENTED       NGS
 CF0226  HISTORY     - 20051222 GOOD             INDIV
 CF0226
 CF0226                          STATION DESCRIPTION
 CF0226
 CF0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0226'0.5 KM SOUTH FROM ELFRIDA.
 CF0226'0.5 KILOMETER (0.35 MILE) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0226'THE POST OFFICE IN ELFRIDA, 0.3 KILOMETER (0.2 MILE) SOUTH
 CF0226'OF A T-JUNCTION (ROAD TO BISBEE), 14.3 METERS (47 FEET)
 CF0226'WEST OF THE CENTERLINE OF THE HIGHWAY, 54.6 METERS (179 FEET)
 CF0226'EAST OF THE NORTHEAST CORNER OF THE FIRST SOUTHERN BAPTIST CHURCH,
 CF0226'11.1 METERS (36.5 FEET) SOUTH OF THE NORTH END OF THE RIGHT-OF-WAY
 CF0226'FENCE, 10.7 METERS (35 FEET) WEST OF MILEPOST 24, 7.6 METERS
 CF0226'(25 FEET) WEST OF A SPEED LIMIT SIGN, 0.3 METER (1 FOOT)
 CF0226'EAST OF THE RIGHT-OF-WAY FENCE.
 CF0226'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0226'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 CF0226
 CF0226                          STATION RECOVERY (2005)
 CF0226
 CF0226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PFM)
 CF0226'RTK COLLECTION FROM PID CF0367
 CF0226'LAT 31 40 40.33162 N
 CF0226'LON 109 41 10.04804 W
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1515 ***********************************************************************
 CZ1515  DESIGNATION -  E 422
 CZ1515  PID         -  CZ1515
 CZ1515  STATE/COUNTY-  AZ/PINAL
 CZ1515  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1515
 CZ1515                         *CURRENT SURVEY CONTROL
 CZ1515  ___________________________________________________________________
 CZ1515* NAD 83(2007)-  32 54 04.57804(N)    111 46 27.47320(W)     ADJUSTED  
 CZ1515* NAVD 88     -       432.805  (meters)    1419.96   (feet)  ADJUSTED  
 CZ1515  ___________________________________________________________________
 CZ1515  X           -  -1,988,583.959 (meters)                     COMP
 CZ1515  Y           -  -4,978,289.963 (meters)                     COMP
 CZ1515  Z           -   3,444,989.325 (meters)                     COMP
 CZ1515  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 CZ1515  ELLIP HEIGHT-         402.606 (meters)          (04/23/08) ADJUSTED
 CZ1515  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1515  DYNAMIC HT  -         432.279 (meters)    1418.24  (feet)  COMP
 CZ1515  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 CZ1515  OBS GRAVITY -     979,406.5   (mgal)                       GRAV_OBS
 CZ1515
 CZ1515  HORZ ORDER  -  A
 CZ1515  VERT ORDER  -  FIRST     CLASS II
 CZ1515  ELLP ORDER  -  FOURTH    CLASS II
 CZ1515
 CZ1515.The horizontal coordinates were established by GPS observations
 CZ1515.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ1515
 CZ1515.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1515.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1515
 CZ1515.The orthometric height was determined by differential leveling
 CZ1515.and adjusted in June 1991.
 CZ1515
 CZ1515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1515
 CZ1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1515
 CZ1515.The ellipsoidal height was determined by GPS observations
 CZ1515.and is referenced to NAD 83.
 CZ1515
 CZ1515.The geoid height was determined by GEOID03.
 CZ1515
 CZ1515.The dynamic height is computed by dividing the NAVD 88
 CZ1515.geopotential number by the normal gravity value computed on the
 CZ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1515.degrees latitude (g = 980.6199 gals.).
 CZ1515
 CZ1515.The modeled gravity was interpolated from observed gravity values.
 CZ1515.The observed gravity was obtained from relative gravimeter ties
 CZ1515.to the IGSN71 gravity network.
 CZ1515
 CZ1515;                    North         East     Units Scale Factor Converg.
 CZ1515;SPC AZ C     -   210,812.301   226,678.271   MT  0.99990219   +0 04 38.4
 CZ1515;SPC AZ C     -   691,641.41    743,695.11   iFT  0.99990219   +0 04 38.4
 CZ1515;UTM  12      - 3,640,607.792   427,586.935   MT  0.99966465   -0 25 14.2
 CZ1515
 CZ1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1515!SPC AZ C     -   0.99993679  x   0.99990219  =   0.99983899
 CZ1515!UTM  12      -   0.99993679  x   0.99966465  =   0.99960146
 CZ1515
 CZ1515                          SUPERSEDED SURVEY CONTROL
 CZ1515
 CZ1515  NAVD 88 (04/23/08)  432.81   (m)         1420.0    (f) LEVELING    3  
 CZ1515
 CZ1515.Superseded values are not recommended for survey control.
 CZ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1515.See file dsdata.txt to determine how the superseded data were derived.
 CZ1515
 CZ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2758740608(NAD 83)
 CZ1515_MARKER: DV = VERTICAL CONTROL DISK
 CZ1515_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1515_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1515_STAMPING: E 422 1980
 CZ1515_MARK LOGO: NGS   
 CZ1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1515+STABILITY: POSITION/ELEVATION WELL
 CZ1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1515+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 CZ1515
 CZ1515  HISTORY     - Date     Condition        Report By
 CZ1515  HISTORY     - 1980     MONUMENTED       NGS
 CZ1515  HISTORY     - 1984     GOOD             NGS
 CZ1515  HISTORY     - 19911205 GOOD             NGS
 CZ1515  HISTORY     - 20020211 GOOD             MHD
 CZ1515  HISTORY     - 20060831 GOOD             GEOANA
 CZ1515  HISTORY     - 20061018 GOOD             GEOCAC
 CZ1515
 CZ1515                          STATION DESCRIPTION
 CZ1515
 CZ1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1515'3.7 KM NW FROM CASA GRANDE.
 CZ1515'THE MARK IS 6.1 M ABOVE CENTER OF ROAD.
 CZ1515'2.2 KILOMETERS (1.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1515'RAILROAD FROM THE RAILROAD STATION IN CASA GRANDE, THENCE 1.5
 CZ1515'KILOMETERS (0.95 MILE) NORTH ALONG THORNTON ROAD, SET IN TOP OF A
 CZ1515'ROCK OUTCROP AT THE WEST END OF A SMALL KNOLL WEST OF THE ROAD,
 CZ1515'50.3 METERS (165 FEET) WEST OF THE CENTERLINE OF THE ROAD (SLOPE
 CZ1515'MEASUREMENT), 97.5 METERS (320 FEET) WEST OF BENCH MARK T 363,
 CZ1515'10.8 METERS (35.5 FEET) WEST OF A POWER LINE JUNCTION POLE WITH THREE
 CZ1515'GUY WIRES AND 0.6 METER (2 FEET) SOUTH OF A GUY WIRE ANCHOR.
 CZ1515'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CZ1515
 CZ1515                          STATION RECOVERY (1984)
 CZ1515
 CZ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1515'RECOVERED IN GOOD CONDITION.
 CZ1515
 CZ1515                          STATION RECOVERY (1991)
 CZ1515
 CZ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1515'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF
 CZ1515'STATE HIGHWAY 93 (PINAL AVENUE) IN CASA GRANDE, THENCE 2.4 KM (1.50
 CZ1515'MI) NORTHERLY ALONG THORNTON ROAD, NEAR THE SOUTHEAST END OF A 5 BY
 CZ1515'12-FOOT LEDGE ALONG THE WEST SIDE OF A HILL OF OUTCROPPING BEDROCK,
 CZ1515'50.3 M (165.0 FT) WEST OF THE ROAD CENTERLINE, 4.5 M (14.8 FT) ABOVE
 CZ1515'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 CZ1515'POST.
 CZ1515
 CZ1515                          STATION RECOVERY (2002)
 CZ1515
 CZ1515'RECOVERY NOTE BY MHD AND ASSOCIATES 2002 (MD)
 CZ1515'RECOVERED IN GOOD CONDITION.
 CZ1515
 CZ1515                          STATION RECOVERY (2006)
 CZ1515
 CZ1515'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (MLD)
 CZ1515'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADDITIONAL INFORMATION
 CZ1515'FOR LOCATING THE STATION FOLLOWS.  THE STATION IS LOCATED 200 M (700
 CZ1515'FT) WEST OF A WATER STORAGE TANK WHICH IS A PROMINENT LANDMARK IN THE
 CZ1515'AREA.  THE WATER TANK IS LOCATED ON TOP OF A SMALL HILL NAMED BURGESS
 CZ1515'PEAK.  THE BASE OF THE WATER TANK IS APPROXIMATELY 20 M (70 FT) HIGHER
 CZ1515'THAN THE STATION.
 CZ1515
 CZ1515                          STATION RECOVERY (2006)
 CZ1515
 CZ1515'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1515'THE MARK HAS BEEN SLIGHTLY DEFACED, BUT IS STILL USABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0890 ***********************************************************************
 CG0890  DESIGNATION -  E 423
 CG0890  PID         -  CG0890
 CG0890  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0890  USGS QUAD   -  NOGALES (1981)
 CG0890
 CG0890                         *CURRENT SURVEY CONTROL
 CG0890  ___________________________________________________________________
 CG0890* NAD 83(1986)-  31 21 10.     (N)    110 55 39.     (W)     SCALED    
 CG0890* NAVD 88     -      1156.796  (meters)    3795.25   (feet)  ADJUSTED  
 CG0890  ___________________________________________________________________
 CG0890  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0890  DYNAMIC HT  -        1154.996 (meters)    3789.35  (feet)  COMP
 CG0890  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 CG0890
 CG0890  VERT ORDER  -  FIRST     CLASS II
 CG0890
 CG0890.The horizontal coordinates were scaled from a topographic map and have
 CG0890.an estimated accuracy of +/- 6 seconds.
 CG0890
 CG0890.The orthometric height was determined by differential leveling
 CG0890.and adjusted in June 1991.
 CG0890
 CG0890.The geoid height was determined by GEOID03.
 CG0890
 CG0890.The dynamic height is computed by dividing the NAVD 88
 CG0890.geopotential number by the normal gravity value computed on the
 CG0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0890.degrees latitude (g = 980.6199 gals.).
 CG0890
 CG0890.The modeled gravity was interpolated from observed gravity values.
 CG0890
 CG0890;                    North         East    Units  Estimated Accuracy
 CG0890;SPC AZ C     -    39,530.      307,470.      MT  (+/- 180 meters Scaled)
 CG0890
 CG0890                          SUPERSEDED SURVEY CONTROL
 CG0890
 CG0890.No superseded survey control is available for this station.
 CG0890
 CG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV068687(NAD 83)
 CG0890_MARKER: DB = BENCH MARK DISK
 CG0890_SETTING: 66 = SET IN ROCK OUTCROP
 CG0890_SP_SET: ROCK OUTCROP
 CG0890_STAMPING: E 423 1980
 CG0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0890+STABILITY: POSITION/ELEVATION WELL
 CG0890
 CG0890  HISTORY     - Date     Condition        Report By
 CG0890  HISTORY     - 1980     MONUMENTED       NGS
 CG0890
 CG0890                          STATION DESCRIPTION
 CG0890
 CG0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0890'2.1 KM NE FROM NOGALES.
 CG0890'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 CG0890'RAILROAD FROM THE COUNTY COURTHOUSE IN NOGALES, 0.2 KILOMETER
 CG0890'(0.1 MILE) NORTH OF THE JUNCTION OF U. S. HIGHWAY 89 (GRAND AVENUE)
 CG0890'AND STATE HIGHWAY 82, AT THE CROSSING OF BANKARD STREET, IN TOP OF
 CG0890'A SMALL OUTCROP OF SOFT SANDSTONE BEDROCK, 4.4 METERS (14.4 FEET)
 CG0890'EAST OF THE EAST CURB OF HIGHWAY 89 (GRAND AVENUE), 22.7 METERS
 CG0890'(74 FEET) NORTH OF THE CENTERLINE OF BANKARD STREET, 3.7 METERS
 CG0890'(12.1 FEET) WEST OF THE WEST RAIL OF THE MAIN TRACK, 12.5 METERS
 CG0890'(41 FEET) NORTHWEST OF AND ACROSS THE TRACKS FROM SWITCH STAND 5825
 CG0890'AND 3.3 METERS (10.8 FEET) EAST OF AN IRON PIPE GUARD RAIL.
 CG0890'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CG0890'THE MARK IS 1 M ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1435 ***********************************************************************
 CZ1435  DESIGNATION -  E 424
 CZ1435  PID         -  CZ1435
 CZ1435  STATE/COUNTY-  AZ/PIMA
 CZ1435  USGS QUAD   -  MARANA (1992)
 CZ1435
 CZ1435                         *CURRENT SURVEY CONTROL
 CZ1435  ___________________________________________________________________
 CZ1435* NAD 83(1986)-  32 26 11.     (N)    111 10 44.     (W)     SCALED    
 CZ1435* NAVD 88     -       615.019  (meters)    2017.77   (feet)  ADJUSTED  
 CZ1435  ___________________________________________________________________
 CZ1435  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ1435  DYNAMIC HT  -         614.208 (meters)    2015.11  (feet)  COMP
 CZ1435  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CZ1435
 CZ1435  VERT ORDER  -  FIRST     CLASS II
 CZ1435
 CZ1435.The horizontal coordinates were scaled from a topographic map and have
 CZ1435.an estimated accuracy of +/- 6 seconds.
 CZ1435
 CZ1435.The orthometric height was determined by differential leveling
 CZ1435.and adjusted in June 1991.
 CZ1435
 CZ1435.The geoid height was determined by GEOID03.
 CZ1435
 CZ1435.The dynamic height is computed by dividing the NAVD 88
 CZ1435.geopotential number by the normal gravity value computed on the
 CZ1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1435.degrees latitude (g = 980.6199 gals.).
 CZ1435
 CZ1435.The modeled gravity was interpolated from observed gravity values.
 CZ1435
 CZ1435;                    North         East    Units  Estimated Accuracy
 CZ1435;SPC AZ C     -   159,490.      282,740.      MT  (+/- 180 meters Scaled)
 CZ1435
 CZ1435                          SUPERSEDED SURVEY CONTROL
 CZ1435
 CZ1435.No superseded survey control is available for this station.
 CZ1435
 CZ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA831888(NAD 83)
 CZ1435_MARKER: DB = BENCH MARK DISK
 CZ1435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1435_SP_SET: STAINLESS STEEL ROD
 CZ1435_STAMPING: E 424 1980
 CZ1435_PROJECTION: RECESSED 2 CENTIMETERS
 CZ1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1435_ROD/PIPE-DEPTH: 6.1  meters
 CZ1435
 CZ1435  HISTORY     - Date     Condition        Report By
 CZ1435  HISTORY     - 1980     MONUMENTED       NGS
 CZ1435  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ1435
 CZ1435                          STATION DESCRIPTION
 CZ1435
 CZ1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1435'31.4 KM NW FROM TUCSON.
 CZ1435'31.4 KILOMETERS (19.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1435'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ1435'SOUTHEAST OF THE CROSSING OF A PRIVATE ROAD, 0.2 KILOMETER (0.15
 CZ1435'MILE) SOUTHEAST OF A GRAVEL PIT, 31.0 METERS (102 FEET) SOUTHWEST
 CZ1435'OF THE SOUTHWEST RAIL, 8.6 METERS (28 FEET) SOUTHEAST OF TELEGRAPH
 CZ1435'POLE 11715 AND IN LINE WITH THE POLES, 8.3 METERS (27.2 FEET) WEST
 CZ1435'OF THE MOST SOUTHWESTERLY OF TWO 5-CENTIMETER ORANGE PIPES (PROJECTING
 CZ1435'0.6 METER) MARKING A PIPE LINE WITH AN ALUMINUM CAP, 7.7 METERS (25.3
 CZ1435'FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U. S.
 CZ1435'HIGHWAY 84) AND 1 METER (3 FEET) LOWER THAN THE FRONTAGE ROAD.
 CZ1435'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CZ1435'THE MARK IS 0.3 M BELOW THE RAILS.
 CZ1435
 CZ1435                          STATION RECOVERY (2006)
 CZ1435
 CZ1435'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1435'NO MARKINGS ON THE TELEGRAPH POLES. UNABLE TO LOCATE POLE 11715. NO
 CZ1435'ORANGE PIPES NOTED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0427 ***********************************************************************
 DT0427  DESIGNATION -  E 43
 DT0427  PID         -  DT0427
 DT0427  STATE/COUNTY-  AZ/NAVAJO
 DT0427  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0427
 DT0427                         *CURRENT SURVEY CONTROL
 DT0427  ___________________________________________________________________
 DT0427* NAD 83(1986)-  33 54 44.     (N)    109 56 35.     (W)     SCALED    
 DT0427* NAVD 88     -      1711.937  (meters)    5616.58   (feet)  ADJUSTED  
 DT0427  ___________________________________________________________________
 DT0427  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 DT0427  DYNAMIC HT  -        1709.412 (meters)    5608.30  (feet)  COMP
 DT0427  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 DT0427
 DT0427  VERT ORDER  -  FIRST     CLASS II
 DT0427
 DT0427.The horizontal coordinates were scaled from a topographic map and have
 DT0427.an estimated accuracy of +/- 6 seconds.
 DT0427
 DT0427.The orthometric height was determined by differential leveling
 DT0427.and adjusted in June 1991.
 DT0427
 DT0427.The geoid height was determined by GEOID03.
 DT0427
 DT0427.The dynamic height is computed by dividing the NAVD 88
 DT0427.geopotential number by the normal gravity value computed on the
 DT0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0427.degrees latitude (g = 980.6199 gals.).
 DT0427
 DT0427.The modeled gravity was interpolated from observed gravity values.
 DT0427
 DT0427;                    North         East    Units  Estimated Accuracy
 DT0427;SPC AZ E     -   322,940.      234,040.      MT  (+/- 180 meters Scaled)
 DT0427
 DT0427                          SUPERSEDED SURVEY CONTROL
 DT0427
 DT0427  NGVD 29 (??/??/92) 1711.140  (m)         5613.97   (f) ADJ UNCH    1 2
 DT0427
 DT0427.Superseded values are not recommended for survey control.
 DT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0427.See file dsdata.txt to determine how the superseded data were derived.
 DT0427
 DT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC977529(NAD 83)
 DT0427_MARKER: DB = BENCH MARK DISK
 DT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0427_STAMPING: E 43 1934
 DT0427_PROJECTION: PROJECTING 3 CENTIMETERS
 DT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0427+STABILITY: SURFACE MOTION
 DT0427
 DT0427  HISTORY     - Date     Condition        Report By
 DT0427  HISTORY     - 1934     MONUMENTED       CGS
 DT0427  HISTORY     - 1966     MARK NOT FOUND   USGS
 DT0427  HISTORY     - 1979     GOOD             NGS
 DT0427
 DT0427                          STATION DESCRIPTION
 DT0427
 DT0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0427'5.3 MI N FROM WHITERIVER.
 DT0427'5.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0427'47 FEET NORTH OF THE GATE TO AN INDIAN CAMP GROUND, 45 FEET EAST OF
 DT0427'THE CENTERLINE OF THE HIGHWAY, AND 10 FEET WEST OF A FENCE LINE. A
 DT0427'STANDARD DISK, STAMPED E 43 1934 AND SET IN THE TOP OF A CONCRETE
 DT0427'POST.
 DT0427
 DT0427                          STATION RECOVERY (1966)
 DT0427
 DT0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DT0427'MARK NOT FOUND.
 DT0427
 DT0427                          STATION RECOVERY (1979)
 DT0427
 DT0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0427'5.6 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0427'HEADQUARTERS IN WHITE RIVER, 0.4 MILE SOUTH OF HIGHWAY MILE MARKER
 DT0427'345, 45.5 FEET SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING
 DT0427'WEST, 45 FEET NORTH OF THE CENTER OF A PAVED AND DIRT DRIVE LEADING
 DT0427'EAST, 39.1 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.4 FEET
 DT0427'WEST OF A BARBED WIRE FENCE.  NOTE=THIS MARK WAS REPORTED NOT
 DT0427'RECOVERED BY USGS IN 1966.
 DT0427'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1476 ***********************************************************************
 CZ1476  DESIGNATION -  E 430
 CZ1476  PID         -  CZ1476
 CZ1476  STATE/COUNTY-  AZ/PIMA
 CZ1476  USGS QUAD   -  TUCSON SE (1992)
 CZ1476
 CZ1476                         *CURRENT SURVEY CONTROL
 CZ1476  ___________________________________________________________________
 CZ1476* NAD 83(1986)-  32 03 39.     (N)    110 46 24.     (W)     SCALED    
 CZ1476* NAVD 88     -       929.740  (meters)    3050.32   (feet)  ADJUSTED  
 CZ1476  ___________________________________________________________________
 CZ1476  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CZ1476  DYNAMIC HT  -         928.404 (meters)    3045.94  (feet)  COMP
 CZ1476  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 CZ1476
 CZ1476  VERT ORDER  -  FIRST     CLASS II
 CZ1476
 CZ1476.The horizontal coordinates were scaled from a topographic map and have
 CZ1476.an estimated accuracy of +/- 6 seconds.
 CZ1476
 CZ1476.The orthometric height was determined by differential leveling
 CZ1476.and adjusted in June 1991.
 CZ1476
 CZ1476.The geoid height was determined by GEOID03.
 CZ1476
 CZ1476.The dynamic height is computed by dividing the NAVD 88
 CZ1476.geopotential number by the normal gravity value computed on the
 CZ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1476.degrees latitude (g = 980.6199 gals.).
 CZ1476
 CZ1476.The modeled gravity was interpolated from observed gravity values.
 CZ1476
 CZ1476;                    North         East    Units  Estimated Accuracy
 CZ1476;SPC AZ C     -   118,180.      321,320.      MT  (+/- 180 meters Scaled)
 CZ1476
 CZ1476                          SUPERSEDED SURVEY CONTROL
 CZ1476
 CZ1476.No superseded survey control is available for this station.
 CZ1476
 CZ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA213472(NAD 83)
 CZ1476_MARKER: I = METAL ROD
 CZ1476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1476_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1476_STAMPING: E 430 1979
 CZ1476_PROJECTION: FLUSH
 CZ1476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1476+STABILITY: POSITION/ELEVATION WELL
 CZ1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1476+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1476_ROD/PIPE-DEPTH: 9.75 meters
 CZ1476_SLEEVE-DEPTH  : 8.53 meters
 CZ1476
 CZ1476  HISTORY     - Date     Condition        Report By
 CZ1476  HISTORY     - 1979     MONUMENTED       NGS
 CZ1476  HISTORY     - 20060316 GOOD             USPSQD
 CZ1476
 CZ1476                          STATION DESCRIPTION
 CZ1476
 CZ1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1476'14.9 MI SE FROM TUCSON.
 CZ1476'14.9 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1476'HIGHWAY 89 INTERCHANGE IN TUCSON, SET IN A FIELD BETWEEN THE
 CZ1476'EASTBOUND LANES AND A HIGHWAY ON-RAMP NEAR THE HOUGHTON ROAD OVERPASS,
 CZ1476'286 FEET SOUTHEAST OF THE CENTER OF THE OVERPASS, 71 FEET SOUTHWEST
 CZ1476'OF THE CENTERLINE OF THE EASTBOUND LANES AND 11 FEET NORTHEAST OF THE
 CZ1476'NORTHEAST EDGE OF A DRAINAGE DITCH.
 CZ1476'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CZ1476'THE MARK IS 2 FT ABOVE EASTBOUND LANES.
 CZ1476
 CZ1476                          STATION RECOVERY (2006)
 CZ1476
 CZ1476'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1476'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0610 ***********************************************************************
 CY0610  DESIGNATION -  E 431
 CY0610  PID         -  CY0610
 CY0610  STATE/COUNTY-  AZ/COCHISE
 CY0610  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0610
 CY0610                         *CURRENT SURVEY CONTROL
 CY0610  ___________________________________________________________________
 CY0610* NAD 83(1986)-  32 15 06.     (N)    109 49 56.     (W)     SCALED    
 CY0610* NAVD 88     -      1270.177  (meters)    4167.24   (feet)  ADJUSTED  
 CY0610  ___________________________________________________________________
 CY0610  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CY0610  DYNAMIC HT  -        1268.273 (meters)    4160.99  (feet)  COMP
 CY0610  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 CY0610
 CY0610  VERT ORDER  -  FIRST     CLASS II
 CY0610
 CY0610.The horizontal coordinates were scaled from a topographic map and have
 CY0610.an estimated accuracy of +/- 6 seconds.
 CY0610
 CY0610.The orthometric height was determined by differential leveling
 CY0610.and adjusted in June 1991.
 CY0610
 CY0610.The geoid height was determined by GEOID03.
 CY0610
 CY0610.The dynamic height is computed by dividing the NAVD 88
 CY0610.geopotential number by the normal gravity value computed on the
 CY0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0610.degrees latitude (g = 980.6199 gals.).
 CY0610
 CY0610.The modeled gravity was interpolated from observed gravity values.
 CY0610
 CY0610;                    North         East    Units  Estimated Accuracy
 CY0610;SPC AZ E     -   138,820.      244,870.      MT  (+/- 180 meters Scaled)
 CY0610
 CY0610                          SUPERSEDED SURVEY CONTROL
 CY0610
 CY0610.No superseded survey control is available for this station.
 CY0610
 CY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA100689(NAD 83)
 CY0610_MARKER: I = METAL ROD
 CY0610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0610_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0610_STAMPING: E 431 1979
 CY0610_PROJECTION: FLUSH
 CY0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0610+STABILITY: POSITION/ELEVATION WELL
 CY0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0610+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 CY0610_ROD/PIPE-DEPTH: 12.7 meters
 CY0610_SLEEVE-DEPTH  : 9.1 meters
 CY0610
 CY0610  HISTORY     - Date     Condition        Report By
 CY0610  HISTORY     - 1979     MONUMENTED       NGS
 CY0610  HISTORY     - 20051112 GOOD             NGS
 CY0610
 CY0610                          STATION DESCRIPTION
 CY0610
 CY0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0610'IN WILLCOX.
 CY0610'IN WILLCOX, AT THE SOUTHWEST CORNER OF A CITY PARK AT THE JUNCTION
 CY0610'OF STATE HIGHWAY 186 (MALEY STREET) AND RAILROAD AVENUE, AT AN OLD
 CY0610'RAILROAD ROCK AND STONE MONUMENT, 28.2 METERS (93 FEET) WEST OF THE
 CY0610'WEST RAIL OF THE RAILROAD TRACKS, 10.8 METERS (35.5 FEET) EAST OF THE
 CY0610'EAST CURB OF RAILROAD AVENUE, 10.2 METERS (33.7 FEET) NORTH OF THE
 CY0610'NORTH CURB OF STATE HIGHWAY 186 AND 1.4 METERS (4.5 FEET) EAST OF
 CY0610'THE CENTER OF THE SOUTHEAST CORNER OF THE ROCK AND STONE HISTORIC
 CY0610'MONUMENT.
 CY0610'THE MARK IS ABOVE LEVEL WITH HIGHWAY 186.
 CY0610
 CY0610                          STATION RECOVERY (2005)
 CY0610
 CY0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0610'LOGO CAP IS 10 CM BELOW LAWN LEVEL.  MARK IS 3.75 M NNW OF FLAGPOLE.
 CY0610'CORRECTIONS..  MARK IS 1.4 M E OF CENTER OF E FACE OF STONE MONUMENT.
 CY0610'ALL OTHER REFERENCED DIRECTIONS SHOULD BE ROTATED 30 DEGREES
 CY0610'CLOCKWISE.  DOWNTOWN AREA IS SUBJECT TO FLOODING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0685 ***********************************************************************
 CY0685  DESIGNATION -  E 436
 CY0685  PID         -  CY0685
 CY0685  STATE/COUNTY-  AZ/GRAHAM
 CY0685  USGS QUAD   -  MONK DRAW (1979)
 CY0685
 CY0685                         *CURRENT SURVEY CONTROL
 CY0685  ___________________________________________________________________
 CY0685* NAD 83(1986)-  32 26 00.     (N)    109 39 50.     (W)     SCALED    
 CY0685* NAVD 88     -      1326.978  (meters)    4353.59   (feet)  ADJUSTED  
 CY0685  ___________________________________________________________________
 CY0685  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY0685  DYNAMIC HT  -        1325.005 (meters)    4347.12  (feet)  COMP
 CY0685  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 CY0685
 CY0685  VERT ORDER  -  FIRST     CLASS II
 CY0685
 CY0685.The horizontal coordinates were scaled from a topographic map and have
 CY0685.an estimated accuracy of +/- 6 seconds.
 CY0685
 CY0685.The orthometric height was determined by differential leveling
 CY0685.and adjusted in June 1991.
 CY0685
 CY0685.The geoid height was determined by GEOID03.
 CY0685
 CY0685.The dynamic height is computed by dividing the NAVD 88
 CY0685.geopotential number by the normal gravity value computed on the
 CY0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0685.degrees latitude (g = 980.6199 gals.).
 CY0685
 CY0685.The modeled gravity was interpolated from observed gravity values.
 CY0685
 CY0685;                    North         East    Units  Estimated Accuracy
 CY0685;SPC AZ E     -   159,030.      260,640.      MT  (+/- 180 meters Scaled)
 CY0685
 CY0685                          SUPERSEDED SURVEY CONTROL
 CY0685
 CY0685.No superseded survey control is available for this station.
 CY0685
 CY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA256892(NAD 83)
 CY0685_MARKER: DB = BENCH MARK DISK
 CY0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0685_SP_SET: STAINLESS STEEL ROD
 CY0685_STAMPING: E 436 1979
 CY0685_PROJECTION: FLUSH
 CY0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0685+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0685_ROD/PIPE-DEPTH: 3.96 meters
 CY0685
 CY0685  HISTORY     - Date     Condition        Report By
 CY0685  HISTORY     - 1979     MONUMENTED       NGS
 CY0685  HISTORY     - 20060506 GOOD             NGS
 CY0685  HISTORY     - 20081010 GOOD             GEOCAC
 CY0685
 CY0685                          STATION DESCRIPTION
 CY0685
 CY0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0685'28.0 MI SOUTH FROM SAFFORD.
 CY0685'28.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0685'HIGHWAY 70 IN SAFFORD, AT THE NORTH END OF A DIRT PULL-OUT, 99 FEET
 CY0685'EAST OF THE CENTERLINE OF THE HIGHWAY, 86 FEET EAST OF HIGHWAY MILE
 CY0685'POST 93 ON THE EAST SIDE OF THE HIGHWAY, 22 FEET SOUTH OF ARIZONA DOT
 CY0685'BENCH MARK 1569-F AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE ROD
 CY0685'WAS DRIVEN TO REFUSAL.
 CY0685'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0685
 CY0685                          STATION RECOVERY (2006)
 CY0685
 CY0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0685'US 666 IS NOW US 191.
 CY0685
 CY0685                          STATION RECOVERY (2008)
 CY0685
 CY0685'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0685'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0685'26.079' W109  39.801'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1158 ***********************************************************************
 DU1158  DESIGNATION -  E 437
 DU1158  PID         -  DU1158
 DU1158  STATE/COUNTY-  AZ/GILA
 DU1158  USGS QUAD   -  GLOBE (1982)
 DU1158
 DU1158                         *CURRENT SURVEY CONTROL
 DU1158  ___________________________________________________________________
 DU1158* NAD 83(1986)-  33 23 16.     (N)    110 45 37.     (W)     SCALED    
 DU1158* NAVD 88     -      1136.417  (meters)    3728.39   (feet)  ADJUSTED  
 DU1158  ___________________________________________________________________
 DU1158  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU1158  DYNAMIC HT  -        1134.868 (meters)    3723.31  (feet)  COMP
 DU1158  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 DU1158
 DU1158  VERT ORDER  -  FIRST     CLASS II
 DU1158
 DU1158.The horizontal coordinates were scaled from a topographic map and have
 DU1158.an estimated accuracy of +/- 6 seconds.
 DU1158
 DU1158.The orthometric height was determined by differential leveling
 DU1158.and adjusted in June 1991.
 DU1158
 DU1158.The geoid height was determined by GEOID03.
 DU1158
 DU1158.The dynamic height is computed by dividing the NAVD 88
 DU1158.geopotential number by the normal gravity value computed on the
 DU1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1158.degrees latitude (g = 980.6199 gals.).
 DU1158
 DU1158.The modeled gravity was interpolated from observed gravity values.
 DU1158
 DU1158;                    North         East    Units  Estimated Accuracy
 DU1158;SPC AZ E     -   264,910.      158,130.      MT  (+/- 180 meters Scaled)
 DU1158
 DU1158                          SUPERSEDED SURVEY CONTROL
 DU1158
 DU1158.No superseded survey control is available for this station.
 DU1158
 DU1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB222943(NAD 83)
 DU1158_MARKER: DB = BENCH MARK DISK
 DU1158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1158_SP_SET: STAINLESS STEEL ROD
 DU1158_STAMPING: E 437 1979
 DU1158_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1158_ROD/PIPE-DEPTH: 4.5  meters
 DU1158
 DU1158  HISTORY     - Date     Condition        Report By
 DU1158  HISTORY     - 1979     MONUMENTED       NGS
 DU1158  HISTORY     - 20030418 MARK NOT FOUND   AZ-007
 DU1158  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1158
 DU1158                          STATION DESCRIPTION
 DU1158
 DU1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1158'1.3 KM SE FROM GLOBE.
 DU1158'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1158'NEW COUNTY COURTHOUSE IN GLOBE, 28.5 METERS (93.5 FEET) NORTHEAST OF
 DU1158'THE CENTERLINE OF HIGHWAY 70, 9.6 METERS (31.5 FEET) NORTHWEST OF
 DU1158'THE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST AND 2.0 METERS (6.5
 DU1158'FEET) SOUTHWEST OF A POWER LINE POLE WITH STREET LIGHT NO. 123098.
 DU1158'THE ROD WAS DRIVEN TO REFUSAL.
 DU1158'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU1158'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1158
 DU1158                          STATION RECOVERY (2003)
 DU1158
 DU1158'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1158'SUSPECT MONUMENT DESTROYED IN ROAD WIDENING PROJECT. UNABLE TO FIND
 DU1158
 DU1158                          STATION RECOVERY (2008)
 DU1158
 DU1158'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1158'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1158'MARK. THE ROAD LEADING NORTHEAST HAS BEEN WIDENED, AND MEASUREMENTS
 DU1158'PLACE THE MARK UNDER THE CURRENT SIDEWALK AT THE NORTHWEST CORNER OF
 DU1158'THE INTERSECTION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1128 ***********************************************************************
 DU1128  DESIGNATION -  E 438
 DU1128  PID         -  DU1128
 DU1128  STATE/COUNTY-  AZ/GRAHAM
 DU1128  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1128
 DU1128                         *CURRENT SURVEY CONTROL
 DU1128  ___________________________________________________________________
 DU1128* NAD 83(1986)-  33 15 33.     (N)    110 17 41.     (W)     SCALED    
 DU1128* NAVD 88     -       886.261  (meters)    2907.67   (feet)  ADJUSTED  
 DU1128  ___________________________________________________________________
 DU1128  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DU1128  DYNAMIC HT  -         885.064 (meters)    2903.75  (feet)  COMP
 DU1128  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 DU1128
 DU1128  VERT ORDER  -  FIRST     CLASS II
 DU1128
 DU1128.The horizontal coordinates were scaled from a topographic map and have
 DU1128.an estimated accuracy of +/- 6 seconds.
 DU1128
 DU1128.The orthometric height was determined by differential leveling
 DU1128.and adjusted in June 1991.
 DU1128
 DU1128.The geoid height was determined by GEOID03.
 DU1128
 DU1128.The dynamic height is computed by dividing the NAVD 88
 DU1128.geopotential number by the normal gravity value computed on the
 DU1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1128.degrees latitude (g = 980.6199 gals.).
 DU1128
 DU1128.The modeled gravity was interpolated from observed gravity values.
 DU1128
 DU1128;                    North         East    Units  Estimated Accuracy
 DU1128;SPC AZ E     -   250,500.      201,430.      MT  (+/- 180 meters Scaled)
 DU1128
 DU1128                          SUPERSEDED SURVEY CONTROL
 DU1128
 DU1128.No superseded survey control is available for this station.
 DU1128
 DU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB656802(NAD 83)
 DU1128_MARKER: DB = BENCH MARK DISK
 DU1128_SETTING: 66 = SET IN ROCK OUTCROP
 DU1128_SP_SET: ROCK OUTCROP
 DU1128_STAMPING: E 438 1979
 DU1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1128+STABILITY: POSITION/ELEVATION WELL
 DU1128
 DU1128  HISTORY     - Date     Condition        Report By
 DU1128  HISTORY     - 1979     MONUMENTED       NGS
 DU1128
 DU1128                          STATION DESCRIPTION
 DU1128
 DU1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1128'24.1 KM NW FROM BYLAS.
 DU1128'24.1 KILOMETERS (15.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1128'THE POST OFFICE IN BYLAS, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF
 DU1128'HIGHWAY MILE POST 281, AT THE APPROXIMATE CENTER OF A LARGE HIGHWAY
 DU1128'CUT, SET IN THE TOP OF A BEDROCK LEDGE IN THE CENTER OF A DRY WASH,
 DU1128'12.8 METERS (42 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DU1128'5.4 METERS (17.5 FEET) NORTHEAST OF THE NORTHEAST END OF A
 DU1128'30-CENTIMETER DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 DU1128'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 DU1128'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0737 ***********************************************************************
 CY0737  DESIGNATION -  E 439
 CY0737  PID         -  CY0737
 CY0737  STATE/COUNTY-  AZ/GRAHAM
 CY0737  USGS QUAD   -  EDEN (1985)
 CY0737
 CY0737                         *CURRENT SURVEY CONTROL
 CY0737  ___________________________________________________________________
 CY0737* NAD 83(1986)-  32 55 30.     (N)    109 52 36.     (W)     SCALED    
 CY0737* NAVD 88     -       851.752  (meters)    2794.46   (feet)  ADJUSTED  
 CY0737  ___________________________________________________________________
 CY0737  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CY0737  DYNAMIC HT  -         850.570 (meters)    2790.58  (feet)  COMP
 CY0737  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 CY0737
 CY0737  VERT ORDER  -  FIRST     CLASS II
 CY0737
 CY0737.The horizontal coordinates were scaled from a topographic map and have
 CY0737.an estimated accuracy of +/- 6 seconds.
 CY0737
 CY0737.The orthometric height was determined by differential leveling
 CY0737.and adjusted in June 1991.
 CY0737
 CY0737.The geoid height was determined by GEOID03.
 CY0737
 CY0737.The dynamic height is computed by dividing the NAVD 88
 CY0737.geopotential number by the normal gravity value computed on the
 CY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0737.degrees latitude (g = 980.6199 gals.).
 CY0737
 CY0737.The modeled gravity was interpolated from observed gravity values.
 CY0737
 CY0737;                    North         East    Units  Estimated Accuracy
 CY0737;SPC AZ E     -   213,470.      240,480.      MT  (+/- 180 meters Scaled)
 CY0737
 CY0737                          SUPERSEDED SURVEY CONTROL
 CY0737
 CY0737.No superseded survey control is available for this station.
 CY0737
 CY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB050435(NAD 83)
 CY0737_MARKER: DB = BENCH MARK DISK
 CY0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0737_SP_SET: STAINLESS STEEL ROD
 CY0737_STAMPING: E 439 1979
 CY0737_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0737_ROD/PIPE-DEPTH: 6.40 meters
 CY0737
 CY0737  HISTORY     - Date     Condition        Report By
 CY0737  HISTORY     - 1979     MONUMENTED       NGS
 CY0737
 CY0737                          STATION DESCRIPTION
 CY0737
 CY0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0737'3.7 MI NW FROM PIMA.
 CY0737'3.7 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0737'PIMA, 0.1 MILE SOUTHEAST OF HIGHWAY MILE POST 327, 54.5 FEET
 CY0737'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.5 FEET EAST OF THE
 CY0737'CENTERLINE OF A DIRT FARM ROAD LEADING NORTH, 4 FEET NORTHEAST OF
 CY0737'THE RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF A BARBED WIRE FENCE ALONG
 CY0737'THE DIRT ROAD.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0737'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 CY0737'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0018 ***********************************************************************
 DU0018  DESIGNATION -  E 44
 DU0018  PID         -  DU0018
 DU0018  STATE/COUNTY-  AZ/GILA
 DU0018  USGS QUAD   -  POPCORN CANYON (1966)
 DU0018
 DU0018                         *CURRENT SURVEY CONTROL
 DU0018  ___________________________________________________________________
 DU0018* NAD 83(1986)-  33 38 59.     (N)    110 16 38.     (W)     SCALED    
 DU0018* NAVD 88     -      1779.943  (meters)    5839.70   (feet)  ADJUSTED  
 DU0018  ___________________________________________________________________
 DU0018  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 DU0018  DYNAMIC HT  -        1777.310 (meters)    5831.06  (feet)  COMP
 DU0018  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 DU0018
 DU0018  VERT ORDER  -  FIRST     CLASS II
 DU0018
 DU0018.The horizontal coordinates were scaled from a topographic map and have
 DU0018.an estimated accuracy of +/- 6 seconds.
 DU0018
 DU0018.The orthometric height was determined by differential leveling
 DU0018.and adjusted in June 1991.
 DU0018
 DU0018.The geoid height was determined by GEOID03.
 DU0018
 DU0018.The dynamic height is computed by dividing the NAVD 88
 DU0018.geopotential number by the normal gravity value computed on the
 DU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0018.degrees latitude (g = 980.6199 gals.).
 DU0018
 DU0018.The modeled gravity was interpolated from observed gravity values.
 DU0018
 DU0018;                    North         East    Units  Estimated Accuracy
 DU0018;SPC AZ E     -   293,810.      203,110.      MT  (+/- 180 meters Scaled)
 DU0018
 DU0018                          SUPERSEDED SURVEY CONTROL
 DU0018
 DU0018  NGVD 29 (??/??/92) 1779.211  (m)         5837.29   (f) ADJ UNCH    1 2
 DU0018
 DU0018.Superseded values are not recommended for survey control.
 DU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0018.See file dsdata.txt to determine how the superseded data were derived.
 DU0018
 DU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC670235(NAD 83)
 DU0018_MARKER: DB = BENCH MARK DISK
 DU0018_SETTING: 66 = SET IN ROCK OUTCROP
 DU0018_SP_SET: FLAT ROCK
 DU0018_STAMPING: E 44 1934
 DU0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0018+STABILITY: POSITION/ELEVATION WELL
 DU0018
 DU0018  HISTORY     - Date     Condition        Report By
 DU0018  HISTORY     - 1934     MONUMENTED       CGS
 DU0018
 DU0018                          STATION DESCRIPTION
 DU0018
 DU0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0018'30.8 MI SW FROM WHITERVIER.
 DU0018'IN GILA COUNTY, 30.8 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0018'WHITERIVER, NAVAJO COUNTY, 7.7 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0018'BLACK RIVER, 27 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 DU0018'IN THE TOP OF A LARGE FLAT ROCK.  A STANDARD DISK, STAMPED E 44 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0012 ***********************************************************************
 ES0012  DESIGNATION -  E 45
 ES0012  PID         -  ES0012
 ES0012  STATE/COUNTY-  AZ/NAVAJO
 ES0012  USGS QUAD   -  PORTER CANYON (1986)
 ES0012
 ES0012                         *CURRENT SURVEY CONTROL
 ES0012  ___________________________________________________________________
 ES0012* NAD 83(1986)-  34 45 05.     (N)    110 09 11.     (W)     SCALED    
 ES0012* NAVD 88     -      1652.539  (meters)    5421.70   (feet)  ADJUSTED  
 ES0012  ___________________________________________________________________
 ES0012  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0012  DYNAMIC HT  -        1650.222 (meters)    5414.10  (feet)  COMP
 ES0012  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 ES0012
 ES0012  VERT ORDER  -  FIRST     CLASS II
 ES0012
 ES0012.The horizontal coordinates were scaled from a topographic map and have
 ES0012.an estimated accuracy of +/- 6 seconds.
 ES0012
 ES0012.The orthometric height was determined by differential leveling
 ES0012.and adjusted in June 1991.
 ES0012
 ES0012.The geoid height was determined by GEOID03.
 ES0012
 ES0012.The dynamic height is computed by dividing the NAVD 88
 ES0012.geopotential number by the normal gravity value computed on the
 ES0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0012.degrees latitude (g = 980.6199 gals.).
 ES0012
 ES0012.The modeled gravity was interpolated from observed gravity values.
 ES0012
 ES0012;                    North         East    Units  Estimated Accuracy
 ES0012;SPC AZ E     -   416,000.      214,610.      MT  (+/- 180 meters Scaled)
 ES0012
 ES0012                          SUPERSEDED SURVEY CONTROL
 ES0012
 ES0012  NGVD 29 (??/??/92) 1651.698  (m)         5418.95   (f) ADJ UNCH    1 2
 ES0012
 ES0012.Superseded values are not recommended for survey control.
 ES0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0012.See file dsdata.txt to determine how the superseded data were derived.
 ES0012
 ES0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD775458(NAD 83)
 ES0012_MARKER: DB = BENCH MARK DISK
 ES0012_SETTING: 66 = SET IN ROCK OUTCROP
 ES0012_SP_SET: SANDSTONE OUTCROP
 ES0012_STAMPING: E-45 1934
 ES0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0012+STABILITY: POSITION/ELEVATION WELL
 ES0012
 ES0012  HISTORY     - Date     Condition        Report By
 ES0012  HISTORY     - 1934     MONUMENTED       CGS
 ES0012  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0012
 ES0012                          STATION DESCRIPTION
 ES0012
 ES0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0012'12.3 MI S FROM HOLBROOK.
 ES0012'12.3 MILES SOUTH OF, ALONG APACHE RAILROAD FROM POST OFFICE.  ABOUT
 ES0012'273 YARDS NORTH OF CENTER OF WOODEN BRIDGE NO. 12A.  60 FT. EAST OF
 ES0012'TELEPHONE LINE.  15.5 FT. WEST OF CENTER LINE OF TRACK.  SET IN TOP OF
 ES0012'WHITE SAND STONE OUTCROP, ABOUT 2 FT. ABOVE GROUND SURFACE.
 ES0012
 ES0012                          STATION RECOVERY (1983)
 ES0012
 ES0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0274 ***********************************************************************
 ER0274  DESIGNATION -  E 46
 ER0274  PID         -  ER0274
 ER0274  STATE/COUNTY-  AZ/NAVAJO
 ER0274  USGS QUAD   -  LAKESIDE (1984)
 ER0274
 ER0274                         *CURRENT SURVEY CONTROL
 ER0274  ___________________________________________________________________
 ER0274* NAD 83(1986)-  34 14 48.     (N)    109 52 59.     (W)     SCALED    
 ER0274* NAVD 88     -      2071.284  (meters)    6795.54   (feet)  ADJUSTED  
 ER0274  ___________________________________________________________________
 ER0274  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0274  DYNAMIC HT  -        2068.152 (meters)    6785.26  (feet)  COMP
 ER0274  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 ER0274
 ER0274  VERT ORDER  -  FIRST     CLASS II
 ER0274
 ER0274.The horizontal coordinates were scaled from a topographic map and have
 ER0274.an estimated accuracy of +/- 6 seconds.
 ER0274
 ER0274.The orthometric height was determined by differential leveling
 ER0274.and adjusted in June 1991.
 ER0274
 ER0274.The geoid height was determined by GEOID03.
 ER0274
 ER0274.The dynamic height is computed by dividing the NAVD 88
 ER0274.geopotential number by the normal gravity value computed on the
 ER0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0274.degrees latitude (g = 980.6199 gals.).
 ER0274
 ER0274.The modeled gravity was interpolated from observed gravity values.
 ER0274
 ER0274;                    North         East    Units  Estimated Accuracy
 ER0274;SPC AZ E     -   360,050.      239,480.      MT  (+/- 180 meters Scaled)
 ER0274
 ER0274                          SUPERSEDED SURVEY CONTROL
 ER0274
 ER0274  NGVD 29 (??/??/92) 2070.375  (m)         6792.56   (f) ADJ UNCH    1 2
 ER0274
 ER0274.Superseded values are not recommended for survey control.
 ER0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0274.See file dsdata.txt to determine how the superseded data were derived.
 ER0274
 ER0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC028900(NAD 83)
 ER0274_MARKER: DB = BENCH MARK DISK
 ER0274_SETTING: 66 = SET IN ROCK OUTCROP
 ER0274_SP_SET: OUTCROP
 ER0274_STAMPING: E 46 1934
 ER0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0274+STABILITY: POSITION/ELEVATION WELL
 ER0274
 ER0274  HISTORY     - Date     Condition        Report By
 ER0274  HISTORY     - 1934     MONUMENTED       CGS
 ER0274  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0274
 ER0274                          STATION DESCRIPTION
 ER0274
 ER0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0274'14.3 MI N FROM MCNARY.
 ER0274'14.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 3.6 MILES NORTH
 ER0274'OF SPONSELLAR SIDING, 1 1/2 POLES NORTH OF MILE POLE 58, 15 FT. WEST
 ER0274'OF CENTER LINE OF TRACK, 29 FT. EAST OF TELEGRAPH LINE, 6 FT. NORTH OF
 ER0274'ROCK CAIRN, IN BASALT OUTCROP.
 ER0274
 ER0274                          STATION RECOVERY (1983)
 ER0274
 ER0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1216 ***********************************************************************
 DA1216  HT_MOD      -  This is a Height Modernization Survey Station.
 DA1216  DESIGNATION -  E 469
 DA1216  PID         -  DA1216
 DA1216  STATE/COUNTY-  AZ/MARICOPA
 DA1216  USGS QUAD   -  MIDWAY (1986)
 DA1216
 DA1216                         *CURRENT SURVEY CONTROL
 DA1216  ___________________________________________________________________
 DA1216* NAD 83(2007)-  32 41 13.85001(N)    112 50 43.23751(W)     ADJUSTED  
 DA1216* NAVD 88     -       334.81   (meters)    1098.5    (feet)  GPS OBS   
 DA1216  ___________________________________________________________________
 DA1216  EPOCH DATE  -        2007.00
 DA1216  X           -  -2,086,252.241 (meters)                     COMP
 DA1216  Y           -  -4,952,023.922 (meters)                     COMP
 DA1216  Z           -   3,424,975.715 (meters)                     COMP
 DA1216  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DA1216  ELLIP HEIGHT-         303.373 (meters)          (02/10/07) ADJUSTED
 DA1216  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA1216
 DA1216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA1216  Type    PID    Designation                      North   East  Ellip
 DA1216  -------------------------------------------------------------------
 DA1216  NETWORK DA1216 E 469                             0.37   0.33   0.96
 DA1216  -------------------------------------------------------------------
 DA1216
 DA1216.The horizontal coordinates were established by GPS observations
 DA1216.and adjusted by the National Geodetic Survey in February 2007.
 DA1216
 DA1216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA1216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA1216.The horizontal coordinates are valid at the epoch date displayed above.
 DA1216.The epoch date for horizontal control is a decimal equivalence
 DA1216.of Year/Month/Day.
 DA1216
 DA1216.The orthometric height was determined by GPS observations and a
 DA1216.high-resolution geoid model.
 DA1216.The orthometric height was determined by GPS observations and a
 DA1216.high-resolution geoid model using precise GPS observation and
 DA1216.processing techniques. It supersedes the leveled height previously
 DA1216.determined for this station.
 DA1216
 DA1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA1216
 DA1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1216
 DA1216.The ellipsoidal height was determined by GPS observations
 DA1216.and is referenced to NAD 83.
 DA1216
 DA1216.The geoid height was determined by GEOID03.
 DA1216
 DA1216;                    North         East     Units Scale Factor Converg.
 DA1216;SPC AZ C     -   187,443.979   126,274.283   MT  0.99999349   -0 30 05.6
 DA1216;SPC AZ C     -   614,973.68    414,285.71   iFT  0.99999349   -0 30 05.6
 DA1216;UTM  12      - 3,618,113.509   326,997.369   MT  0.99996907   -0 59 48.6
 DA1216
 DA1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1216!SPC AZ C     -   0.99995237  x   0.99999349  =   0.99994586
 DA1216!UTM  12      -   0.99995237  x   0.99996907  =   0.99992144
 DA1216
 DA1216                          SUPERSEDED SURVEY CONTROL
 DA1216
 DA1216  NAD 83(1992)-  32 41 13.84906(N)    112 50 43.23761(W) AD(       ) A
 DA1216  ELLIP H (01/27/00)  303.406  (m)                       GP(       ) 1 1
 DA1216  NAVD 88 (06/15/91)  334.766  (m)         1098.31   (f) ADJUSTED    1 2
 DA1216
 DA1216.Superseded values are not recommended for survey control.
 DA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1216.See file dsdata.txt to determine how the superseded data were derived.
 DA1216
 DA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2699718114(NAD 83)
 DA1216_MARKER: DB = BENCH MARK DISK
 DA1216_SETTING: 66 = SET IN ROCK OUTCROP
 DA1216_SP_SET: ROCK OUTCROP
 DA1216_STAMPING: E 469 1980
 DA1216_MARK LOGO: NGS   
 DA1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1216+STABILITY: POSITION/ELEVATION WELL
 DA1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1216+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 DA1216
 DA1216  HISTORY     - Date     Condition        Report By
 DA1216  HISTORY     - 1980     MONUMENTED       NGS
 DA1216  HISTORY     - 19981118 GOOD             AZ-013
 DA1216  HISTORY     - 20000425 GOOD             MCDOT
 DA1216
 DA1216                          STATION DESCRIPTION
 DA1216
 DA1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1216'31.4 KM (19.5 MI) SW FROM GILA BEND.
 DA1216'31.4 KM (19.5 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1216'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 3 POLES
 DA1216'NORTHEAST OF RAILWAY MILEPOLE 20, SET IN TOP OF A ROCK OUTCROP AT THE
 DA1216'SOUTHEAST END OF A ROCK HILL, 106.1 METERS (348 FT) NORTHWEST OF THE
 DA1216'NORTHWEST RAIL OF THE TRACKS, 73.2 METERS (240 FT) NORTHWEST OF THE
 DA1216'CENTERLINE OF A DIRT ROAD, 67.7 METERS (222 FT) SOUTHWEST OF THE
 DA1216'CENTERLINE OF A DIRT ROAD LEADING NORTHWEST TO STATE HIGHWAY 85.
 DA1216'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA1216'THE MARK IS 1.8 M ABOVE THE TRACKS.
 DA1216
 DA1216                          STATION RECOVERY (1998)
 DA1216
 DA1216'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA1216'RECOVERED AS DESCRIBED.
 DA1216
 DA1216                          STATION RECOVERY (2000)
 DA1216
 DA1216'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA1216'THE STATION IS LOCATED ABOUT 19.5 MI (31.4 KM) SOUTHWEST OF THE TOWN
 DA1216'OF GILA BEND, TOWNSHIP 08 SOUTH, RANGE 06 WEST, SECTION 35
 DA1216'OWNERSHIP - UNITED STATES DEPARTMENT OF DEFENSE
 DA1216'TO REACH THE STATION FROM THE TOWN OF GILA BEND, DRIVE SOUTHWEST ON
 DA1216'STATE ROUTE 85 APPROXIMATELY 20 MI (32.2 KM) TO MILEPOST 20, THENCE
 DA1216'CONTINUE SOUTHWEST ON STATE ROUTE 85 FOR 0.3 MI (0.5 KM) TO AN
 DA1216'UNMARKED DIRT ROAD WITH LOCKED GATE ON YOUR LEFT (EAST) , THENCE TURN
 DA1216'LEFT (EAST) ON TO DIRT ROAD THROUGH LOCKED GATE (YOU ARE ENTERING THE
 DA1216'BARRY M.  GOLDWATER AIR FORCE RANGE, CONTACT RANGE OPERATIONS AT
 DA1216'520-683-6258 FOR PERMISSION TO ENTER) AND DRIVE 0.4 MI (0.6 KM) TO AN
 DA1216'UNMARKED DIRT ROAD, THENCE TURN LEFT (NORTH) ON TO DIRT ROAD (TUCSON,
 DA1216'CORNELIA AND GILA BEND RAILROAD RUNS PARALLEL TO AND APPROXIMATELY 165
 DA1216'FEET (50.3 M) EAST OF DIRT ROAD) AND DRIVE 0.6 MI (1.0 KM) TO THE
 DA1216'STATION ON YOUR LEFT AS PREVIOUSLY DESCRIBED
 DA1216'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DA1216'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0230 ***********************************************************************
 ER0230  DESIGNATION -  E 47
 ER0230  PID         -  ER0230
 ER0230  STATE/COUNTY-  AZ/APACHE
 ER0230  USGS QUAD   -  SALADO (1984)
 ER0230
 ER0230                         *CURRENT SURVEY CONTROL
 ER0230  ___________________________________________________________________
 ER0230* NAD 83(1986)-  34 22 44.     (N)    109 25 10.     (W)     SCALED    
 ER0230* NAVD 88     -      1830.356  (meters)    6005.09   (feet)  ADJUSTED  
 ER0230  ___________________________________________________________________
 ER0230  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 ER0230  DYNAMIC HT  -        1827.676 (meters)    5996.30  (feet)  COMP
 ER0230  MODELED GRAV-     979,106.4   (mgal)                       NAVD 88
 ER0230
 ER0230  VERT ORDER  -  SECOND    CLASS 0
 ER0230
 ER0230.The horizontal coordinates were scaled from a topographic map and have
 ER0230.an estimated accuracy of +/- 6 seconds.
 ER0230
 ER0230.The orthometric height was determined by differential leveling
 ER0230.and adjusted in June 1991.
 ER0230
 ER0230.The geoid height was determined by GEOID03.
 ER0230
 ER0230.The dynamic height is computed by dividing the NAVD 88
 ER0230.geopotential number by the normal gravity value computed on the
 ER0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0230.degrees latitude (g = 980.6199 gals.).
 ER0230
 ER0230.The modeled gravity was interpolated from observed gravity values.
 ER0230
 ER0230;                    North         East    Units  Estimated Accuracy
 ER0230;SPC AZ E     -   374,930.      282,080.      MT  (+/- 180 meters Scaled)
 ER0230
 ER0230                          SUPERSEDED SURVEY CONTROL
 ER0230
 ER0230  NGVD 29 (??/??/92) 1829.494  (m)         6002.26   (f) ADJ UNCH    2 0
 ER0230
 ER0230.Superseded values are not recommended for survey control.
 ER0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0230.See file dsdata.txt to determine how the superseded data were derived.
 ER0230
 ER0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD453053(NAD 83)
 ER0230_MARKER: DB = BENCH MARK DISK
 ER0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0230_SP_SET: BRIDGE
 ER0230_STAMPING: E 47 1934
 ER0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0230
 ER0230  HISTORY     - Date     Condition        Report By
 ER0230  HISTORY     - 1934     MONUMENTED       CGS
 ER0230  HISTORY     - 1971     GOOD             USGS
 ER0230
 ER0230                          STATION DESCRIPTION
 ER0230
 ER0230'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0230'10 MI SW FROM ST JOHNS.
 ER0230'FROM THE COURTHOUSE IN ST JOHNS, GO SOUTH .25 MILES TO JCT. WITH US
 ER0230'180 AND 666.  TURN RIGHT AND GO SW 8.3 MILES TO Y IN HWY (NOW RD GOES
 ER0230'LEFT OLD RD GOES RIGHT) TAKE OLD ROAD (RIGHT) AND GO SOUTH 1.8 MILES
 ER0230'TO A BRIDGE OVER A SANDY WASH. IN THE TOP OF THE WEST CONCRETE
 ER0230'HEADWALL 12 FT SOUTH OF THE NORTH END AND 13 FT WEST OF THE CENTER
 ER0230'LINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1137 ***********************************************************************
 DB1137  DESIGNATION -  E 470
 DB1137  PID         -  DB1137
 DB1137  STATE/COUNTY-  AZ/YUMA
 DB1137  USGS QUAD   -  WELLTON (1982)
 DB1137
 DB1137                         *CURRENT SURVEY CONTROL
 DB1137  ___________________________________________________________________
 DB1137* NAD 83(1986)-  32 40 26.     (N)    114 08 40.     (W)     SCALED    
 DB1137* NAVD 88     -        75.404  (meters)     247.39   (feet)  ADJUSTED  
 DB1137  ___________________________________________________________________
 DB1137  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB1137  DYNAMIC HT  -          75.317 (meters)     247.10  (feet)  COMP
 DB1137  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 DB1137
 DB1137  VERT ORDER  -  FIRST     CLASS II
 DB1137
 DB1137.The horizontal coordinates were scaled from a topographic map and have
 DB1137.an estimated accuracy of +/- 6 seconds.
 DB1137
 DB1137.The orthometric height was determined by differential leveling
 DB1137.and adjusted in June 1991.
 DB1137
 DB1137.The geoid height was determined by GEOID03.
 DB1137
 DB1137.The dynamic height is computed by dividing the NAVD 88
 DB1137.geopotential number by the normal gravity value computed on the
 DB1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1137.degrees latitude (g = 980.6199 gals.).
 DB1137
 DB1137.The modeled gravity was interpolated from observed gravity values.
 DB1137
 DB1137;                    North         East    Units  Estimated Accuracy
 DB1137;SPC AZ W     -   185,660.      176,370.      MT  (+/- 180 meters Scaled)
 DB1137
 DB1137                          SUPERSEDED SURVEY CONTROL
 DB1137
 DB1137.No superseded survey control is available for this station.
 DB1137
 DB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS677187(NAD 83)
 DB1137_MARKER: DB = BENCH MARK DISK
 DB1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB1137_SP_SET: WELL CASING
 DB1137_STAMPING: E 470 1981
 DB1137_MARK LOGO: NGS   
 DB1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1137+STABILITY: POSITION/ELEVATION WELL
 DB1137
 DB1137  HISTORY     - Date     Condition        Report By
 DB1137  HISTORY     - 1981     MONUMENTED       NGS
 DB1137
 DB1137                          STATION DESCRIPTION
 DB1137
 DB1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1137'IN WELLTON.
 DB1137'IN WELLTON, 0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DB1137'OFFICE IN WELLTON, AT A POWER LINE CROSSING, SET IN TOP OF THE
 DB1137'NORTHEAST CORNER OF A 3 X 3 FOOT CONCRETE WELL CASING, 65.2 M (214 FT)
 DB1137'NORTH OF THE CENTERLINE OF THE HIGHWAY, 48.5 M (159 FT) SOUTH OF THE
 DB1137'CENTERLINE OF SAN FRANCISCO AVENUE, 7.0 M (23.0 FT) WEST OF THE
 DB1137'CENTERLINE OF HELEN STREET, 5.2 M (17.0 FT) EAST OF A BARBED WIRE
 DB1137'FENCE AROUND THE TAMARACK MOBILE PARK, 3.4 M (11.0 FT) NORTHEAST OF
 DB1137'A POWER LINE POLE WITH A TRANSFORMER AND THREE GUY WIRES.
 DB1137'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB1137'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0133 ***********************************************************************
 CH0133  DESIGNATION -  E 471
 CH0133  PID         -  CH0133
 CH0133  STATE/COUNTY-  AZ/PIMA
 CH0133  USGS QUAD   -  LUKEVILLE (1988)
 CH0133
 CH0133                         *CURRENT SURVEY CONTROL
 CH0133  ___________________________________________________________________
 CH0133* NAD 83(1986)-  31 58 13.     (N)    112 48 17.     (W)     SCALED    
 CH0133* NAVD 88     -       530.775  (meters)    1741.38   (feet)  ADJUSTED  
 CH0133  ___________________________________________________________________
 CH0133  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 CH0133  DYNAMIC HT  -         530.081 (meters)    1739.11  (feet)  COMP
 CH0133  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 CH0133
 CH0133  VERT ORDER  -  FIRST     CLASS II
 CH0133
 CH0133.The horizontal coordinates were scaled from a topographic map and have
 CH0133.an estimated accuracy of +/- 6 seconds.
 CH0133
 CH0133.The orthometric height was determined by differential leveling
 CH0133.and adjusted in June 1991.
 CH0133
 CH0133.The geoid height was determined by GEOID03.
 CH0133
 CH0133.The dynamic height is computed by dividing the NAVD 88
 CH0133.geopotential number by the normal gravity value computed on the
 CH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0133.degrees latitude (g = 980.6199 gals.).
 CH0133
 CH0133.The modeled gravity was interpolated from observed gravity values.
 CH0133
 CH0133;                    North         East    Units  Estimated Accuracy
 CH0133;SPC AZ C     -   107,920.      129,430.      MT  (+/- 180 meters Scaled)
 CH0133
 CH0133                          SUPERSEDED SURVEY CONTROL
 CH0133
 CH0133.No superseded survey control is available for this station.
 CH0133
 CH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA294385(NAD 83)
 CH0133_MARKER: DB = BENCH MARK DISK
 CH0133_SETTING: 66 = SET IN ROCK OUTCROP
 CH0133_SP_SET: ROCK OUTCROP
 CH0133_STAMPING: E 471 1981
 CH0133_MARK LOGO: NGS   
 CH0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0133+STABILITY: POSITION/ELEVATION WELL
 CH0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0133+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0133
 CH0133  HISTORY     - Date     Condition        Report By
 CH0133  HISTORY     - 1981     MONUMENTED       NGS
 CH0133  HISTORY     - 19941110 GOOD             USPSQD
 CH0133  HISTORY     - 19970306 GOOD             USPSQD
 CH0133  HISTORY     - 20061112 GOOD             USPSQD
 CH0133
 CH0133                          STATION DESCRIPTION
 CH0133
 CH0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0133'10.3 KM (6.4 MI) NE FROM LUKEVILLE.
 CH0133'10.3 KM (6.4 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0133'IN LUKEVILLE, AT HIGHWAY MILEPOST 74, SET IN TOP OF A ROCK OUTCROP IN
 CH0133'A MASSIVE ROCK CUT ON THE INSIDE OF A HIGHWAY CURVE, 5.5 M (18.0 FT)
 CH0133'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.6 M (67.5 FT) NORTHWEST
 CH0133'OF THE MILEPOST, 92.7 M (304 FT) SOUTHEAST OF THE NORTHWEST END OF
 CH0133'THE CUT, 31.1 M (102 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 CH0133'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CH0133'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
 CH0133
 CH0133                          STATION RECOVERY (1994)
 CH0133
 CH0133'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0133'RECOVERED IN GOOD CONDITION.
 CH0133
 CH0133                          STATION RECOVERY (1997)
 CH0133
 CH0133'RECOVERY NOTE BY US POWER SQUADRON 1997
 CH0133'RECOVERED IN GOOD CONDITION.
 CH0133
 CH0133                          STATION RECOVERY (2006)
 CH0133
 CH0133'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0729 ***********************************************************************
 EU0729  DESIGNATION -  E 472
 EU0729  PID         -  EU0729
 EU0729  STATE/COUNTY-  AZ/MOHAVE
 EU0729  USGS QUAD   -  YUCCA NW (1970)
 EU0729
 EU0729                         *CURRENT SURVEY CONTROL
 EU0729  ___________________________________________________________________
 EU0729* NAD 83(1986)-  34 52 43.     (N)    114 08 54.     (W)     SCALED    
 EU0729* NAVD 88     -       570.663  (meters)    1872.25   (feet)  ADJUSTED  
 EU0729  ___________________________________________________________________
 EU0729  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 EU0729  DYNAMIC HT  -         570.024 (meters)    1870.15  (feet)  COMP
 EU0729  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 EU0729  OBS GRAVITY -     979,495.1   (mgal)                       GRAV_OBS
 EU0729
 EU0729  VERT ORDER  -  FIRST     CLASS II
 EU0729
 EU0729.The horizontal coordinates were scaled from a topographic map and have
 EU0729.an estimated accuracy of +/- 6 seconds.
 EU0729
 EU0729.The orthometric height was determined by differential leveling
 EU0729.and adjusted in June 1991.
 EU0729
 EU0729.The geoid height was determined by GEOID03.
 EU0729
 EU0729.The dynamic height is computed by dividing the NAVD 88
 EU0729.geopotential number by the normal gravity value computed on the
 EU0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0729.degrees latitude (g = 980.6199 gals.).
 EU0729
 EU0729.The modeled gravity was interpolated from observed gravity values.
 EU0729.The observed gravity was obtained from relative gravimeter ties
 EU0729.to the IGSN71 gravity network.
 EU0729
 EU0729;                    North         East    Units  Estimated Accuracy
 EU0729;SPC AZ W     -   430,200.      176,950.      MT  (+/- 180 meters Scaled)
 EU0729
 EU0729                          SUPERSEDED SURVEY CONTROL
 EU0729
 EU0729.No superseded survey control is available for this station.
 EU0729
 EU0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU606632(NAD 83)
 EU0729_MARKER: DB = BENCH MARK DISK
 EU0729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0729_SP_SET: ABUTMENT
 EU0729_STAMPING: E 472 1981
 EU0729_MARK LOGO: NGS   
 EU0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0729
 EU0729  HISTORY     - Date     Condition        Report By
 EU0729  HISTORY     - 1981     MONUMENTED       NGS
 EU0729  HISTORY     - 1981     GOOD             NGS
 EU0729  HISTORY     - 1981     GOOD             NGS
 EU0729
 EU0729                          STATION DESCRIPTION
 EU0729
 EU0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0729'IN YUCCA.
 EU0729'IN YUCCA, SET IN TOP OF THE SOUTH END OF THE WEST BRIDGE ABUTMENT FOR
 EU0729'A HIGHWAY LEADING OVER INTERSTATE HIGHWAY 40 TO THE FORD AUTOMOTIVE
 EU0729'PROVING GROUNDS (EXIT 26), 4.6 METERS (15.0 FT) SOUTH OF THE
 EU0729'CENTERLINE OF THE HIGHWAY, 2.7 METERS (9.0 FT) EAST OF THE WEST END OF
 EU0729'THE BRIDGE.
 EU0729'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EU0729
 EU0729                          STATION RECOVERY (1981)
 EU0729
 EU0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0729'RECOVERED IN GOOD CONDITION.
 EU0729
 EU0729                          STATION RECOVERY (1981)
 EU0729
 EU0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1304 ***********************************************************************
 DU1304  DESIGNATION -  E 473
 DU1304  PID         -  DU1304
 DU1304  STATE/COUNTY-  AZ/MARICOPA
 DU1304  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1304
 DU1304                         *CURRENT SURVEY CONTROL
 DU1304  ___________________________________________________________________
 DU1304* NAD 83(1986)-  33 32 34.     (N)    111 20 03.     (W)     SCALED    
 DU1304* NAVD 88     -       852.001  (meters)    2795.27   (feet)  ADJUSTED  
 DU1304  ___________________________________________________________________
 DU1304  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DU1304  DYNAMIC HT  -         850.880 (meters)    2791.60  (feet)  COMP
 DU1304  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 DU1304
 DU1304  VERT ORDER  -  FIRST     CLASS II
 DU1304
 DU1304.The horizontal coordinates were scaled from a topographic map and have
 DU1304.an estimated accuracy of +/- 6 seconds.
 DU1304
 DU1304.The orthometric height was determined by differential leveling
 DU1304.and adjusted in June 1991.
 DU1304
 DU1304.The geoid height was determined by GEOID03.
 DU1304
 DU1304.The dynamic height is computed by dividing the NAVD 88
 DU1304.geopotential number by the normal gravity value computed on the
 DU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1304.degrees latitude (g = 980.6199 gals.).
 DU1304
 DU1304.The modeled gravity was interpolated from observed gravity values.
 DU1304
 DU1304;                    North         East    Units  Estimated Accuracy
 DU1304;SPC AZ C     -   282,100.      267,460.      MT  (+/- 180 meters Scaled)
 DU1304
 DU1304                          SUPERSEDED SURVEY CONTROL
 DU1304
 DU1304.No superseded survey control is available for this station.
 DU1304
 DU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC689115(NAD 83)
 DU1304_MARKER: DB = BENCH MARK DISK
 DU1304_SETTING: 66 = SET IN ROCK OUTCROP
 DU1304_SP_SET: ROCK OUTCROP
 DU1304_STAMPING: E 473 1980
 DU1304_MARK LOGO: NGS   
 DU1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1304+STABILITY: POSITION/ELEVATION WELL
 DU1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1304+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1304
 DU1304  HISTORY     - Date     Condition        Report By
 DU1304  HISTORY     - 1980     MONUMENTED       NGS
 DU1304  HISTORY     - 20040321 GOOD             USPSQD
 DU1304  HISTORY     - 20070512 GOOD             GEOCAC
 DU1304  HISTORY     - 20081008 GOOD             GEOCAC
 DU1304
 DU1304                          STATION DESCRIPTION
 DU1304
 DU1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1304'7.4 KM (4.6 MI) NE FROM TORTILLA FLAT.
 DU1304'7.4 KM (4.6 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1304'AT TORTILLA FLAT, 0.5 KM (0.3 MI) SOUTHEAST OF HIGHWAY MILEPOST 219,
 DU1304'IN TOP OF A BLUEISH GRAY VOLCANIC OUTCROP ON THE NORTHWEST EDGE
 DU1304'OF THE HIGHWAY, 5.2 METERS (17.0 FT) NORTHWEST OF THE CENTERLINE OF
 DU1304'THE HIGHWAY, 39.0 METERS (128 FT) SOUTHWEST OF THE TOP CENTER OF THE
 DU1304'NORTHEAST END OF A 45-CM (18-INCH) CONCRETE PIPE CULVERT UNDER THE
 DU1304'HIGHWAY.
 DU1304'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DU1304'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 DU1304
 DU1304                          STATION RECOVERY (2004)
 DU1304
 DU1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1304'RECOVERED AS FOLLOWED.
 DU1304
 DU1304                          STATION RECOVERY (2007)
 DU1304
 DU1304'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1304'RECOVERED IN GOOD CONDITION.
 DU1304
 DU1304                          STATION RECOVERY (2008)
 DU1304
 DU1304'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1304'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU1304'33 32.565' W 111
 DU1304'20.052'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1336 ***********************************************************************
 DU1336  DESIGNATION -  E 474
 DU1336  PID         -  DU1336
 DU1336  STATE/COUNTY-  AZ/MARICOPA
 DU1336  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1336
 DU1336                         *CURRENT SURVEY CONTROL
 DU1336  ___________________________________________________________________
 DU1336* NAD 83(1986)-  33 30 09.     (N)    111 48 52.     (W)     SCALED    
 DU1336* NAVD 88     -       393.677  (meters)    1291.59   (feet)  READJUSTED
 DU1336  ___________________________________________________________________
 DU1336  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1336  DYNAMIC HT  -         393.210 (meters)    1290.06  (feet)  COMP
 DU1336  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 DU1336
 DU1336  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1336
 DU1336.The horizontal coordinates were scaled from a topographic map and have
 DU1336.an estimated accuracy of +/- 6 seconds.
 DU1336
 DU1336.The orthometric height was determined by differential leveling
 DU1336.and adjusted in July 2002.
 DU1336.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1336.distribution rate of 0.0 thru 1.0 mm/km.
 DU1336.The height was derived from older observations constrained to new
 DU1336.heights in a crustal motion area.  The height is approximate in
 DU1336.relation to other heights in its vicinity.
 DU1336
 DU1336.The geoid height was determined by GEOID03.
 DU1336
 DU1336.The dynamic height is computed by dividing the NAVD 88
 DU1336.geopotential number by the normal gravity value computed on the
 DU1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1336.degrees latitude (g = 980.6199 gals.).
 DU1336
 DU1336.The modeled gravity was interpolated from observed gravity values.
 DU1336
 DU1336;                    North         East    Units  Estimated Accuracy
 DU1336;SPC AZ C     -   277,480.      222,860.      MT  (+/- 180 meters Scaled)
 DU1336
 DU1336                          SUPERSEDED SURVEY CONTROL
 DU1336
 DU1336  NAVD 88 (04/19/99)  393.659  (m)         1291.53   (f) UNKNOWN     1 2
 DU1336  NAVD 88 (06/15/91)  393.676  (m)         1291.59   (f) UNKNOWN     1 2
 DU1336
 DU1336.Superseded values are not recommended for survey control.
 DU1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1336.See file dsdata.txt to determine how the superseded data were derived.
 DU1336
 DU1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC243072(NAD 83)
 DU1336_MARKER: DV = VERTICAL CONTROL DISK
 DU1336_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU1336+WITH SETTING: PAVEMENT
 DU1336_SP_SET: WELL FOUNDATION
 DU1336_STAMPING: E 474 1981
 DU1336_MARK LOGO: NGS   
 DU1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1336+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DU1336
 DU1336  HISTORY     - Date     Condition        Report By
 DU1336  HISTORY     - 1981     MONUMENTED       NGS
 DU1336  HISTORY     - 19990307 GOOD             NGS
 DU1336  HISTORY     - 20070404 GOOD             GEOCAC
 DU1336
 DU1336                          STATION DESCRIPTION
 DU1336
 DU1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1336'10.1 KM (6.3 MI) EAST FROM SCOTTSDALE.
 DU1336'10.1 KILOMETERS (6.3 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1336'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1336'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE EVERGREEN STATION
 DU1336'IRRIGATION PUMP 25, 0.2 KILOMETERS (0.1 MILE) WEST OF THE EVERGREEN
 DU1336'STATION SPILLWAY, 71.9 METERS (236.0 FEET) SOUTH OF THE CENTERLINE OF
 DU1336'THE SOUTH CANAL ROAD, 22.5 METERS (74.0 FEET) NORTH OF THE CENTERLINE
 DU1336'OF A DIRT ROAD, 40.2 METERS (132.0 FEET) WEST OF THE EXTENDED
 DU1336'CENTERLINE OF A DIRT ROAD LEADING SOUTH , 0.25 METER (0.8 FEET) NORTH
 DU1336'OF THE SOUTH EDGE OF THE FOUNDATION AND 0.3 METER (1.0 FEET) WEST OF
 DU1336'THE EAST EDGE OF THE FOUNDATION.
 DU1336'THE MARK IS 1 M BELOW CANAL ROAD.
 DU1336
 DU1336                          STATION RECOVERY (1999)
 DU1336
 DU1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1336'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1336'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 DU1336'8.2 KM (5.10 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 DU1336'ARIZONA CANAL, NEAR THE SOUTHEAST CORNER OF A CONCRETE SLAB AROUND AN
 DU1336'ABANDONED IRRIGATION WELL, 71.7 M (235.2 FT) SOUTH OF THE ROAD CENTER,
 DU1336'29.7 M (97.4 FT) NORTH OF THE NORTH BANK OF A CANAL PARALLELING THE
 DU1336'ARIZONA CANAL, 24.5 M (80.4 FT) NORTH OF THE CENTER OF CAMEL BACK
 DU1336'ROAD, 12.3 M (40.4 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE
 DU1336'AND 3 TRANSFORMERS, 2.6 M (8.5 FT) EAST OF A CHAIN-LINK FENCE, 1.3 M
 DU1336'(4.3 FT) NORTH OF THE FENCE, AND 1.3 M (4.3 FT) SOUTHEAST OF AN
 DU1336'IRRIGATION PUMP.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE SALT
 DU1336'RIVER PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE
 DU1336'NUMBER (602) 319-2495.
 DU1336
 DU1336                          STATION RECOVERY (2007)
 DU1336
 DU1336'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1268 ***********************************************************************
 DV1268  DESIGNATION -  E 475
 DV1268  PID         -  DV1268
 DV1268  STATE/COUNTY-  AZ/MARICOPA
 DV1268  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1268
 DV1268                         *CURRENT SURVEY CONTROL
 DV1268  ___________________________________________________________________
 DV1268* NAD 83(2007)-  33 41 30.35221(N)    112 12 01.88660(W)     ADJUSTED  
 DV1268* NAVD 88     -       415.788  (meters)    1364.13   (feet)  ADJUSTED  
 DV1268  ___________________________________________________________________
 DV1268  EPOCH DATE  -        2007.00
 DV1268  X           -  -2,007,370.157 (meters)                     COMP
 DV1268  Y           -  -4,918,781.811 (meters)                     COMP
 DV1268  Z           -   3,518,265.200 (meters)                     COMP
 DV1268  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DV1268  ELLIP HEIGHT-         386.117 (meters)          (02/10/07) ADJUSTED
 DV1268  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV1268  DYNAMIC HT  -         415.306 (meters)    1362.55  (feet)  COMP
 DV1268
 DV1268  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1268  Type    PID    Designation                      North   East  Ellip
 DV1268  -------------------------------------------------------------------
 DV1268  NETWORK DV1268 E 475                             0.41   0.35   0.92
 DV1268  -------------------------------------------------------------------
 DV1268  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 DV1268
 DV1268  VERT ORDER  -  FIRST     CLASS II
 DV1268
 DV1268.The horizontal coordinates were established by GPS observations
 DV1268.and adjusted by the National Geodetic Survey in February 2007.
 DV1268
 DV1268.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1268.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1268.The horizontal coordinates are valid at the epoch date displayed above.
 DV1268.The epoch date for horizontal control is a decimal equivalence
 DV1268.of Year/Month/Day.
 DV1268
 DV1268.The orthometric height was determined by differential leveling
 DV1268.and adjusted in June 1991.
 DV1268
 DV1268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1268
 DV1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1268
 DV1268.The ellipsoidal height was determined by GPS observations
 DV1268.and is referenced to NAD 83.
 DV1268
 DV1268.The geoid height was determined by GEOID03.
 DV1268
 DV1268.The dynamic height is computed by dividing the NAVD 88
 DV1268.geopotential number by the normal gravity value computed on the
 DV1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1268.degrees latitude (g = 980.6199 gals.).
 DV1268
 DV1268.The modeled gravity was interpolated from observed gravity values.
 DV1268
 DV1268;                    North         East     Units Scale Factor Converg.
 DV1268;SPC AZ C     -   298,504.070   187,044.147   MT  0.99990853   -0 09 26.9
 DV1268;SPC AZ C     -   979,344.06    613,661.90   iFT  0.99990853   -0 09 26.9
 DV1268;UTM  12      - 3,728,626.994   388,732.217   MT  0.99975263   -0 39 57.7
 DV1268
 DV1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1268!SPC AZ C     -   0.99993939  x   0.99990853  =   0.99984792
 DV1268!UTM  12      -   0.99993939  x   0.99975263  =   0.99969203
 DV1268
 DV1268                          SUPERSEDED SURVEY CONTROL
 DV1268
 DV1268  NAD 83(1992)-  33 41 30.35139(N)    112 12 01.88589(W) AD(       ) A
 DV1268  ELLIP H (01/27/00)  386.150  (m)                       GP(       ) 1 1
 DV1268  NAVD 88 (01/27/00)  415.79   (m)         1364.1    (f) LEVELING    3  
 DV1268
 DV1268.Superseded values are not recommended for survey control.
 DV1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1268.See file dsdata.txt to determine how the superseded data were derived.
 DV1268
 DV1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8873228627(NAD 83)
 DV1268_MARKER: DD = SURVEY DISK
 DV1268_SETTING: 66 = SET IN ROCK OUTCROP
 DV1268_SP_SET: ROCK OUTCROP
 DV1268_STAMPING: E 475 1981
 DV1268_MARK LOGO: NGS   
 DV1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1268+STABILITY: POSITION/ELEVATION WELL
 DV1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1268+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2000
 DV1268
 DV1268  HISTORY     - Date     Condition        Report By
 DV1268  HISTORY     - 1981     MONUMENTED       NGS
 DV1268  HISTORY     - 1983     GOOD             AZDT
 DV1268  HISTORY     - 19980928 GOOD             AZ-013
 DV1268  HISTORY     - 20000321 GOOD             MCDOT
 DV1268
 DV1268                          STATION DESCRIPTION
 DV1268
 DV1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1268'32.7 KM (20.3 MI) NW FROM PHOENIX.
 DV1268'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1268'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1268'ALONG BEARDSLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTH ALONG 67TH AVENUE,
 DV1268'THENCE 0.3 KM (0.2 MI) EAST ACROSS COUNTRY ALONG THE SOUTH SLOPE OF A
 DV1268'MOUNTAIN, IN TOP OF A GRANITE OUTCROP FLUSH WITH THE GROUND, ON THE
 DV1268'SOUTHWEST SLOPE OF THE EAST KNOLL BELOW THE SADDLE OF 2 KNOLLS, 11.4
 DV1268'METERS (37.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDON FIRE
 DV1268'PIT BEARING THE NUMBER 2, 6.0 METERS (20 FT) WEST OF THE WEST EDGE
 DV1268'OF A 2 BY 3 FOOT GRANITE BOULDER PROJECTING 3 FEET WITH THE LETTERS
 DV1268'BM CHISLED ON THE TOP WEST EDGE.
 DV1268'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 DV1268'THE MARK IS 0.6 M BELOW THE TOP OF THE BOULDERS.
 DV1268
 DV1268                          STATION RECOVERY (1983)
 DV1268
 DV1268'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1268'RECOVERED IN GOOD CONDITION.
 DV1268
 DV1268                          STATION RECOVERY (1998)
 DV1268
 DV1268'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1268'RECOVERED AS DESCRIBED.
 DV1268
 DV1268                          STATION RECOVERY (2000)
 DV1268
 DV1268'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1268'THE STATION IS LOCATED WITHIN THUNDERBIRD PARK IN THE CITY OF
 DV1268'GLENDALE, TOWNSHIP 4 NORTH, RANGE 2 EAST, SECTION 18
 DV1268'OWNERSHIP - PUBLIC PARK
 DV1268'TO REACH THE STATION FROM THE INTERSECTION OF 59TH AVENUE AND THE AGUA
 DV1268'FRIA FREEWAY (SR-101) , DRIVE NORTH OF 59TH AVENUE FOR 2.0 MI (3.2 KM)
 DV1268'TO THE THUNDERBIRD PARK ENTRANCE, THENCE TURN LEFT (WEST) ONTO THE
 DV1268'PARK ROAD AND DRIVE 0.1 MI (0.2 KM) TO TABLES 9 AND 10 AND THE STATION
 DV1268'0.1 MI (0.2 KM) LEFT (NORTH) OF THE ROAD
 DV1268'MONUMENT DESCRIPTION - AS PREVIOUSLY DESCRIBED
 DV1268'STATION TIES - NONE AVAILABLE
 DV1268'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DV1268'VISIT-WWW.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1243 ***********************************************************************
 DV1243  DESIGNATION -  E 476
 DV1243  PID         -  DV1243
 DV1243  STATE/COUNTY-  AZ/MARICOPA
 DV1243  USGS QUAD   -  COTTON CENTER (1973)
 DV1243
 DV1243                         *CURRENT SURVEY CONTROL
 DV1243  ___________________________________________________________________
 DV1243* NAD 83(1986)-  33 01 45.     (N)    112 39 58.     (W)     SCALED    
 DV1243* NAVD 88     -       215.511  (meters)     707.06   (feet)  ADJUSTED  
 DV1243  ___________________________________________________________________
 DV1243  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1243  DYNAMIC HT  -         215.258 (meters)     706.23  (feet)  COMP
 DV1243  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 DV1243
 DV1243  VERT ORDER  -  FIRST     CLASS II
 DV1243
 DV1243.The horizontal coordinates were scaled from a topographic map and have
 DV1243.an estimated accuracy of +/- 6 seconds.
 DV1243
 DV1243.The orthometric height was determined by differential leveling
 DV1243.and adjusted in June 1991.
 DV1243
 DV1243.The geoid height was determined by GEOID03.
 DV1243
 DV1243.The dynamic height is computed by dividing the NAVD 88
 DV1243.geopotential number by the normal gravity value computed on the
 DV1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1243.degrees latitude (g = 980.6199 gals.).
 DV1243
 DV1243.The modeled gravity was interpolated from observed gravity values.
 DV1243
 DV1243;                    North         East    Units  Estimated Accuracy
 DV1243;SPC AZ C     -   225,240.      143,350.      MT  (+/- 180 meters Scaled)
 DV1243
 DV1243                          SUPERSEDED SURVEY CONTROL
 DV1243
 DV1243.No superseded survey control is available for this station.
 DV1243
 DV1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444557(NAD 83)
 DV1243_MARKER: DB = BENCH MARK DISK
 DV1243_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1243_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1243_STAMPING: E 476 1981
 DV1243_MARK LOGO: NGS   
 DV1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1243+STABILITY: POSITION/ELEVATION WELL
 DV1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1243+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV1243
 DV1243  HISTORY     - Date     Condition        Report By
 DV1243  HISTORY     - 1981     MONUMENTED       NGS
 DV1243  HISTORY     - 20060128 GOOD             USPSQD
 DV1243  HISTORY     - 20060129 GOOD             USPSQD
 DV1243  HISTORY     - 20070417 GOOD             GEOCAC
 DV1243
 DV1243                          STATION DESCRIPTION
 DV1243
 DV1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1243'11.1 KM (6.9 MI) NORTH FROM GILA BEND.
 DV1243'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1243'STATION AT GILA BEND, THENCE 9.7 KM (6.05 MI) NORTH ALONG THE
 DV1243'ARLINGTON-HASSAYAMPA ROAD, AT DEEP WATER WELL IRRIGATION PUMP 71-11,
 DV1243'IN TOP OF THE NORTHWEST CORNER OF THE 6 BY 6 FOOT CONCRETE PAD WHICH
 DV1243'IS ATTACHED TO THE WELL CASING, 30.7 METERS (100.8 FT) WEST OF THE
 DV1243'CENTERLINE OF THE ROAD, 22.2 METERS (73 FT) NORTHWEST OF POWER LINE
 DV1243'POLE 93, 8.3 METERS (27.2 FT) NORTHWEST OF A POWER LINE POLE BEARING
 DV1243'3 TRANSFORMERS, 0.6 METER (2.0 FT) NORTHWEST OF THE CENTER OF THE
 DV1243'PUMP, 0.45 METER (1.5 FT) EAST OF THE WEST EDGE OF THE PAD, 0.45
 DV1243'METER (1.5 FT) SOUTH OF THE NORTH EDGE OF THE PAD.
 DV1243'THE MARK IS 0.6 M BELOW THE ROAD.
 DV1243
 DV1243                          STATION RECOVERY (2006)
 DV1243
 DV1243'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1243'RECOVERED AS DESCRIBED.
 DV1243
 DV1243                          STATION RECOVERY (2006)
 DV1243
 DV1243'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1243'RECOVERED AS DESCRIBED.
 DV1243
 DV1243                          STATION RECOVERY (2007)
 DV1243
 DV1243'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1369 ***********************************************************************
 DV1369  DESIGNATION -  E 477
 DV1369  PID         -  DV1369
 DV1369  STATE/COUNTY-  AZ/LA PAZ
 DV1369  USGS QUAD   -  SOCORRO MINE (1990)
 DV1369
 DV1369                         *CURRENT SURVEY CONTROL
 DV1369  ___________________________________________________________________
 DV1369* NAD 83(1986)-  33 39 48.     (N)    113 24 28.     (W)     SCALED    
 DV1369* NAVD 88     -       467.707  (meters)    1534.47   (feet)  ADJUSTED  
 DV1369  ___________________________________________________________________
 DV1369  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1369  DYNAMIC HT  -         467.159 (meters)    1532.67  (feet)  COMP
 DV1369  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV1369
 DV1369  VERT ORDER  -  FIRST     CLASS II
 DV1369
 DV1369.The horizontal coordinates were scaled from a topographic map and have
 DV1369.an estimated accuracy of +/- 6 seconds.
 DV1369
 DV1369.The orthometric height was determined by differential leveling
 DV1369.and adjusted in June 1991.
 DV1369
 DV1369.The geoid height was determined by GEOID03.
 DV1369
 DV1369.The dynamic height is computed by dividing the NAVD 88
 DV1369.geopotential number by the normal gravity value computed on the
 DV1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1369.degrees latitude (g = 980.6199 gals.).
 DV1369
 DV1369.The modeled gravity was interpolated from observed gravity values.
 DV1369
 DV1369;                    North         East    Units  Estimated Accuracy
 DV1369;SPC AZ W     -   295,380.      245,100.      MT  (+/- 180 meters Scaled)
 DV1369
 DV1369                          SUPERSEDED SURVEY CONTROL
 DV1369
 DV1369.No superseded survey control is available for this station.
 DV1369
 DV1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC767274(NAD 83)
 DV1369_MARKER: I = METAL ROD
 DV1369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1369_SP_SET: STAINLESS STEEL ROD
 DV1369_STAMPING: E 477 1981
 DV1369_MARK LOGO: NGS   
 DV1369_PROJECTION: FLUSH
 DV1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1369+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1369_ROD/PIPE-DEPTH: 7.3  meters
 DV1369
 DV1369  HISTORY     - Date     Condition        Report By
 DV1369  HISTORY     - 1981     MONUMENTED       NGS
 DV1369  HISTORY     - 20060519 GOOD             GEOCAC
 DV1369
 DV1369                          STATION DESCRIPTION
 DV1369
 DV1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1369'23.9 KM (14.85 MI) SE FROM SALOME.
 DV1369'23.9 KM (14.85 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF
 DV1369'US HIGHWAY 60 AT SALOME, 1.8 KM (1.1 MI) SOUTHEAST OF BELL TELEPHONE
 DV1369'SUB-STATION BUILDING 10, IN LINE WITH A HIGH SHARP PEAK KNOWN AS BIG
 DV1369'HORN PEAK ABOUT 9 MILES TO THE EAST-SOUTHEAST AND THE FIRST KNOLL AT
 DV1369'THE SOUTHEAST END OF A LOW RIDGE 2 MILES TO THE EAST-SOUTHEAST, 29.8
 DV1369'METER (88 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 110.4 METERS
 DV1369'(362 FT) NORTHEAST OF UNDERGROUND CABLE WOODEN WITNESS POST 361.
 DV1369'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1369'THE MARK IS 0.5 M ABOVE THE ROAD.
 DV1369
 DV1369                          STATION RECOVERY (2006)
 DV1369
 DV1369'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1369'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES OF
 DV1369' 
 DV1369'33 39 48.90 (N)   113 24 28.14 (W) (NAD 83).
 DV1369' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1408 ***********************************************************************
 DV1408  DESIGNATION -  E 478
 DV1408  PID         -  DV1408
 DV1408  STATE/COUNTY-  AZ/LA PAZ
 DV1408  USGS QUAD   -  HOPE (1990)
 DV1408
 DV1408                         *CURRENT SURVEY CONTROL
 DV1408  ___________________________________________________________________
 DV1408* NAD 83(1986)-  33 43 20.     (N)    113 42 49.     (W)     SCALED    
 DV1408* NAVD 88     -       443.562  (meters)    1455.25   (feet)  ADJUSTED  
 DV1408  ___________________________________________________________________
 DV1408  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1408  DYNAMIC HT  -         443.053 (meters)    1453.58  (feet)  COMP
 DV1408  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 DV1408
 DV1408  VERT ORDER  -  FIRST     CLASS II
 DV1408
 DV1408.The horizontal coordinates were scaled from a topographic map and have
 DV1408.an estimated accuracy of +/- 6 seconds.
 DV1408
 DV1408.The orthometric height was determined by differential leveling
 DV1408.and adjusted in June 1991.
 DV1408
 DV1408.The geoid height was determined by GEOID03.
 DV1408
 DV1408.The dynamic height is computed by dividing the NAVD 88
 DV1408.geopotential number by the normal gravity value computed on the
 DV1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1408.degrees latitude (g = 980.6199 gals.).
 DV1408
 DV1408.The modeled gravity was interpolated from observed gravity values.
 DV1408
 DV1408;                    North         East    Units  Estimated Accuracy
 DV1408;SPC AZ W     -   301,860.      216,730.      MT  (+/- 180 meters Scaled)
 DV1408
 DV1408                          SUPERSEDED SURVEY CONTROL
 DV1408
 DV1408.No superseded survey control is available for this station.
 DV1408
 DV1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC485346(NAD 83)
 DV1408_MARKER: I = METAL ROD
 DV1408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1408_SP_SET: STAINLESS STEEL ROD
 DV1408_STAMPING: E 478 1981
 DV1408_MARK LOGO: NGS   
 DV1408_PROJECTION: FLUSH
 DV1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1408+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DV1408_ROD/PIPE-DEPTH: 7.3  meters
 DV1408
 DV1408  HISTORY     - Date     Condition        Report By
 DV1408  HISTORY     - 1981     MONUMENTED       NGS
 DV1408  HISTORY     - 20050920 GOOD             EVANS
 DV1408
 DV1408                          STATION DESCRIPTION
 DV1408
 DV1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1408'12.5 KM (7.75 MI) SW FROM SALOME.
 DV1408'12.5 KM (7.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1408'SALOME ROAD IN SALOME, 1.0 KM (0.6 MI) SOUTHWEST OF THE Y JUNCTION OF
 DV1408'STATE HIGHWAY 72, 27.4 METERS (90.0 FT) SOUTHWEST OF HIGHWAY MILEPOST
 DV1408'49, 27.0 METERS (88.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.8
 DV1408'METERS (29.0 FT) WEST OF A POWER POLE, 6.3 METERS (20.7 FT) EAST OF A
 DV1408'BRACED ANGLE IRON POST IN THE RIGHT-OF-WAY FENCE, 0.35 METERS (1.2 FT)
 DV1408'NORTH OF THE FENCE LINE.
 DV1408'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DV1408'THE MARK IS 0.45 M BELOW THE HIGHWAY.
 DV1408
 DV1408                          STATION RECOVERY (2005)
 DV1408
 DV1408'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1302 ***********************************************************************
 DW1302  DESIGNATION -  E 479
 DW1302  PID         -  DW1302
 DW1302  STATE/COUNTY-  AZ/LA PAZ
 DW1302  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1302
 DW1302                         *CURRENT SURVEY CONTROL
 DW1302  ___________________________________________________________________
 DW1302* NAD 83(2007)-  33 39 17.37112(N)    114 15 29.19196(W)     NO CHECK  
 DW1302* NAVD 88     -       295.726  (meters)     970.23   (feet)  ADJUSTED  
 DW1302  ___________________________________________________________________
 DW1302  EPOCH DATE  -        2007.00
 DW1302  X           -  -2,183,570.951 (meters)                     COMP
 DW1302  Y           -  -4,845,516.380 (meters)                     COMP
 DW1302  Z           -   3,514,787.487 (meters)                     COMP
 DW1302  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DW1302  ELLIP HEIGHT-         263.789 (meters)          (02/10/07) NO CHECK
 DW1302  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DW1302  DYNAMIC HT  -         295.394 (meters)     969.14  (feet)  COMP
 DW1302
 DW1302  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DW1302  Type    PID    Designation                      North   East  Ellip
 DW1302  -------------------------------------------------------------------
 DW1302  NETWORK DW1302 E 479                             1.45   1.25   3.33
 DW1302  -------------------------------------------------------------------
 DW1302  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 DW1302
 DW1302  VERT ORDER  -  FIRST     CLASS II
 DW1302
 DW1302.The horizontal coordinates were established by GPS observations
 DW1302.and adjusted by the National Geodetic Survey in February 2007.
 DW1302
 DW1302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DW1302.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DW1302.No horizontal observational check was made to the station.
 DW1302.The horizontal coordinates are valid at the epoch date displayed above.
 DW1302.The epoch date for horizontal control is a decimal equivalence
 DW1302.of Year/Month/Day.
 DW1302
 DW1302.The orthometric height was determined by differential leveling
 DW1302.and adjusted in June 1991.
 DW1302
 DW1302.Photographs are available for this station.
 DW1302
 DW1302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DW1302
 DW1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW1302
 DW1302.The ellipsoidal height was determined by GPS observations
 DW1302.and is referenced to NAD 83.
 DW1302
 DW1302.The geoid height was determined by GEOID03.
 DW1302
 DW1302.The dynamic height is computed by dividing the NAVD 88
 DW1302.geopotential number by the normal gravity value computed on the
 DW1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1302.degrees latitude (g = 980.6199 gals.).
 DW1302
 DW1302.The modeled gravity was interpolated from observed gravity values.
 DW1302
 DW1302;                    North         East     Units Scale Factor Converg.
 DW1302;SPC AZ W     -   294,496.776   166,232.357   MT  0.99996070   -0 16 53.7
 DW1302;SPC AZ W     -   966,196.77    545,381.75   iFT  0.99996070   -0 16 53.7
 DW1302;UTM  11      - 3,727,257.959   754,264.996   MT  1.00039710   +1 31 13.2
 DW1302
 DW1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW1302!SPC AZ W     -   0.99995859  x   0.99996070  =   0.99991929
 DW1302!UTM  11      -   0.99995859  x   1.00039710  =   1.00035567
 DW1302
 DW1302                          SUPERSEDED SURVEY CONTROL
 DW1302
 DW1302  ELLIP H (01/12/01)  263.816  (m)                       GP(       ) 4 1
 DW1302  NAD 83(1992)-  33 39 17.36954(N)    114 15 29.19106(W) AD(       ) 1
 DW1302  ELLIP H (03/14/97)  263.844  (m)                       GP(       ) 3 1
 DW1302  NAVD 88 (03/14/97)  295.73   (m)          970.2    (f) LEVELING    3  
 DW1302
 DW1302.Superseded values are not recommended for survey control.
 DW1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1302.See file dsdata.txt to determine how the superseded data were derived.
 DW1302
 DW1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5426527258(NAD 83)
 DW1302_MARKER: DV = VERTICAL CONTROL DISK
 DW1302_SETTING: 66 = SET IN ROCK OUTCROP
 DW1302_SP_SET: ROCK OUTCROP
 DW1302_STAMPING: E 479 1981
 DW1302_MARK LOGO: NGS   
 DW1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1302+STABILITY: POSITION/ELEVATION WELL
 DW1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW1302+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 DW1302
 DW1302  HISTORY     - Date     Condition        Report By
 DW1302  HISTORY     - 1981     MONUMENTED       NGS
 DW1302  HISTORY     - 19960306 GOOD             CHANCE
 DW1302  HISTORY     - 19980112 GOOD             AZDT
 DW1302  HISTORY     - 20040621 GOOD             JCLS
 DW1302  HISTORY     - 20081020 GOOD             JCLS
 DW1302
 DW1302                          STATION DESCRIPTION
 DW1302
 DW1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1302'4.0 KM (2.5 MI) WEST FROM QUARTZSITE.
 DW1302'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1302'95 OVERPASS IN QUARTZSITE, THENCE 1.8 KM (1.1 MI) WEST ALONG OLD U.S.
 DW1302'HIGHWAY 60, 0.25 KM (0.15 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT
 DW1302'ROAD LEADING SOUTH TO THE JULIAN MINE, SET IN TOP OF THE NORTH BASE OF
 DW1302'A 18 X 12 FOOT GRANITE OUTCROP PROJECTING 4.0 FEET, ON THE EAST SLOPE
 DW1302'OF A SHORT RIDGE ON THE NORTH SLOPE OF GRANITE MOUNTAIN, 29.9 METERS
 DW1302'(98.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 63.1 METERS
 DW1302'(207 FT) SOUTHWEST OF BENCH MARK 961.60 AZHD, 48.5 METERS (159 FT)
 DW1302'SOUTH-SOUTHWEST OF THE FIRST POWER POLE WEST OF A T JUNCTION IN THE
 DW1302'LINES, 46.6 METERS (153 FT) EAST OF THE NORTHEAST END OF A CONCRETE
 DW1302'HEADWALL OF A DOUBLE 36-INCH PIPE CULVERT.
 DW1302'THE MARK IS 1.8 METERS  NNW FROM A WITNESS POST.
 DW1302'THE MARK IS 0.8 M BELOW THE OUTCROP HIGH POINT.
 DW1302
 DW1302                          STATION RECOVERY (1996)
 DW1302
 DW1302'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 DW1302'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DW1302'THE STATION IS LOCATED APPROXIMATELY 4.0 KM (2.50 MI) WEST OF
 DW1302'QUARTZSITE ALONG THE FRONTAGE ROAD SOUTH OF INTERSTATE 10.  THE
 DW1302'STATION IS LOCATED ON STATE OF ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH
 DW1302'THE STATION FROM THE US HIGHWAY 95 OVERPASS IN QUARTZSITE, GO 2.2 KM
 DW1302'(1.35 MI) WEST ALONG INTERSTATE 10 TO EXIT 17.  FROM EXIT 17, PROCEED
 DW1302'WEST ON FRONTAGE ROAD SOUTH OF INTERSTATE 10 FOR 1.2 KM (0.75 MI) TO
 DW1302'ABANDONED SHED (DIESEL AND REPAIRS) AND CONTINUE 0.56 KM (0.35 MI) TO
 DW1302'STATION ON THE LEFT THE STATION IS A BENCH MARK DISK SET IN TOP OF
 DW1302'NORTH BASE OF A 18- BY 12-FOOT GRANITE OUTCROP PROJECTING 1.2 M (3.9
 DW1302'FT) ABOVE THE GROUND. THE STATION IS LOCATED 29.9 M (98.1 FT)
 DW1302'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 63.1 M (207.0 FT)
 DW1302'SOUTHWEST OF BENCH MARK 961.60 AZHD, 48.5 M (159.1 FT) SOUTH-SOUTHWEST
 DW1302'OF THE FIRST POLE WEST OF A T-JUNCTION IN THE LINES, 46.6 M (152.9 FT)
 DW1302'EAST OF THE NORTHEAST END OF A CONCRETE HEADWALL OF A DOUBLE 36-INCH
 DW1302'PIPE CULVERT, 1.8 M (5.9 FT) NORTH-NORTHWEST FROM A WITNESS POST, AND
 DW1302'0.8 M (2.6 FT) BELOW THE OUTCROP HIGH POINT
 DW1302
 DW1302                          STATION RECOVERY (1998)
 DW1302
 DW1302'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DW1302'RECOVERED IN GOOD CONDITION.  NOTE--FROM CENTERLINE OF I-10 WEST
 DW1302'QUARTZITE OVERPASS, GO SOUTH FOR 0.10 MILE (0.16 KM) TO INT OF OLD US
 DW1302'60, GO WESTBOUND FOR 1.05 MILE (1.69 KM) TO STATION ON LEFT, 100 FEET
 DW1302'(30.5 M) SOUTH OF HIGHWAY.
 DW1302
 DW1302                          STATION RECOVERY (2004)
 DW1302
 DW1302'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DW1302'RECOVERED IN GOOD CONDITION.
 DW1302
 DW1302                          STATION RECOVERY (2008)
 DW1302
 DW1302'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DW1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1487 ***********************************************************************
 DV1487  DESIGNATION -  E 480
 DV1487  PID         -  DV1487
 DV1487  STATE/COUNTY-  AZ/LA PAZ
 DV1487  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1487
 DV1487                         *CURRENT SURVEY CONTROL
 DV1487  ___________________________________________________________________
 DV1487* NAD 83(1986)-  33 57 56.     (N)    113 33 56.     (W)     SCALED    
 DV1487* NAVD 88     -       722.644  (meters)    2370.87   (feet)  ADJUSTED  
 DV1487  ___________________________________________________________________
 DV1487  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1487  DYNAMIC HT  -         721.797 (meters)    2368.10  (feet)  COMP
 DV1487  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 DV1487  OBS GRAVITY -     979,437.0   (mgal)                       GRAV_OBS
 DV1487
 DV1487  VERT ORDER  -  FIRST     CLASS II
 DV1487
 DV1487.The horizontal coordinates were scaled from a topographic map and have
 DV1487.an estimated accuracy of +/- 6 seconds.
 DV1487
 DV1487.The orthometric height was determined by differential leveling
 DV1487.and adjusted in June 1991.
 DV1487
 DV1487.The geoid height was determined by GEOID03.
 DV1487
 DV1487.The dynamic height is computed by dividing the NAVD 88
 DV1487.geopotential number by the normal gravity value computed on the
 DV1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1487.degrees latitude (g = 980.6199 gals.).
 DV1487
 DV1487.The modeled gravity was interpolated from observed gravity values.
 DV1487.The observed gravity was obtained from relative gravimeter ties
 DV1487.to the IGSN71 gravity network.
 DV1487
 DV1487;                    North         East    Units  Estimated Accuracy
 DV1487;SPC AZ W     -   328,860.      230,410.      MT  (+/- 180 meters Scaled)
 DV1487
 DV1487                          SUPERSEDED SURVEY CONTROL
 DV1487
 DV1487.No superseded survey control is available for this station.
 DV1487
 DV1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC629613(NAD 83)
 DV1487_MARKER: DB = BENCH MARK DISK
 DV1487_SETTING: 66 = SET IN ROCK OUTCROP
 DV1487_SP_SET: ROCK OUTCROP
 DV1487_STAMPING: E 480 1981
 DV1487_MARK LOGO: NGS   
 DV1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1487+STABILITY: POSITION/ELEVATION WELL
 DV1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1487+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1487
 DV1487  HISTORY     - Date     Condition        Report By
 DV1487  HISTORY     - 1981     MONUMENTED       NGS
 DV1487  HISTORY     - 19990306 GOOD             USPSQD
 DV1487  HISTORY     - 20070210 GOOD             USPSQD
 DV1487
 DV1487                          STATION DESCRIPTION
 DV1487
 DV1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1487'17.0 KM (10.6 MI) NORTH FROM WENDEN.
 DV1487'17.0 KM (10.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1487'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.2 KM (0.1 MI) SOUTHEAST OF A
 DV1487'LONE SMALL HILL, SET IN TOP OF THE NORTH BANK OF A DEEP DRY WASH, 48.5
 DV1487'METERS (159 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 42.0 METERS
 DV1487'(140 FT) WEST OF THE WEST END OF THE NORTH ONE OF TWO 40-INCH
 DV1487'CORRUGATED PIPE CULVERTS UNDER THE ROAD.
 DV1487'THE MARK IS 1.25 METERS  W FROM A WITNESS POST.
 DV1487'THE MARK IS 1.5 M BELOW THE ROAD CENTERLINE.
 DV1487
 DV1487                          STATION RECOVERY (1999)
 DV1487
 DV1487'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1487'RECOVERED IN GOOD CONDITION.
 DV1487
 DV1487                          STATION RECOVERY (2007)
 DV1487
 DV1487'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1487'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0772 ***********************************************************************
 ET0772  DESIGNATION -  E 481
 ET0772  PID         -  ET0772
 ET0772  STATE/COUNTY-  AZ/LA PAZ
 ET0772  USGS QUAD   -  ALAMO DAM (1990)
 ET0772
 ET0772                         *CURRENT SURVEY CONTROL
 ET0772  ___________________________________________________________________
 ET0772* NAD 83(1986)-  34 13 40.     (N)    113 34 31.     (W)     SCALED    
 ET0772* NAVD 88     -       388.207  (meters)    1273.64   (feet)  ADJUSTED  
 ET0772  ___________________________________________________________________
 ET0772  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ET0772  DYNAMIC HT  -         387.774 (meters)    1272.22  (feet)  COMP
 ET0772  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 ET0772
 ET0772  VERT ORDER  -  FIRST     CLASS II
 ET0772
 ET0772.The horizontal coordinates were scaled from a topographic map and have
 ET0772.an estimated accuracy of +/- 6 seconds.
 ET0772
 ET0772.The orthometric height was determined by differential leveling
 ET0772.and adjusted in June 1991.
 ET0772
 ET0772.The geoid height was determined by GEOID03.
 ET0772
 ET0772.The dynamic height is computed by dividing the NAVD 88
 ET0772.geopotential number by the normal gravity value computed on the
 ET0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0772.degrees latitude (g = 980.6199 gals.).
 ET0772
 ET0772.The modeled gravity was interpolated from observed gravity values.
 ET0772
 ET0772;                    North         East    Units  Estimated Accuracy
 ET0772;SPC AZ W     -   357,940.      229,460.      MT  (+/- 180 meters Scaled)
 ET0772
 ET0772                          SUPERSEDED SURVEY CONTROL
 ET0772
 ET0772.No superseded survey control is available for this station.
 ET0772
 ET0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC627904(NAD 83)
 ET0772_MARKER: DB = BENCH MARK DISK
 ET0772_SETTING: 66 = SET IN ROCK OUTCROP
 ET0772_SP_SET: ROCK OUTCROP
 ET0772_STAMPING: E 481 1981
 ET0772_MARK LOGO: NGS   
 ET0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0772+STABILITY: POSITION/ELEVATION WELL
 ET0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0772+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 ET0772
 ET0772  HISTORY     - Date     Condition        Report By
 ET0772  HISTORY     - 1981     MONUMENTED       NGS
 ET0772  HISTORY     - 19990306 GOOD             USPSQD
 ET0772  HISTORY     - 20070210 GOOD             USPSQD
 ET0772  HISTORY     - 20081016 GOOD             GEOCAC
 ET0772
 ET0772                          STATION DESCRIPTION
 ET0772
 ET0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0772'2.9 KM (1.85 MI) SE FROM ALAMO LAKE.
 ET0772'2.9 KM (1.85 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0772'SOUTHEAST END OF ALAMO DAM, 0.25 KM (0.15 MI) EAST OF THE RANGER
 ET0772'STATION AT THE JUNCTION OF LAKE VIEW DRIVE, ON THE WEST BANK OF A
 ET0772'STEEP, ROCK-FACED WASH, SET IN TOP OF A ROCK OUTCROP, 83.0 METERS (272
 ET0772'FT) SOUTH OF THE CENTERLINE OF THE ROAD, 22.7 METERS (74.5 FT) EAST OF
 ET0772'A BRACED ANGLE IRON FENCE POST IN THE RIGHT-OF-WAY FENCE, 21.2 METERS
 ET0772'(69.5 FT) WEST OF AND 20 FEET ABOVE A 40-INCH CORRUGATED PIPE CULVERT
 ET0772'UNDER THE ROAD, 8.7 METERS (28.5 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 ET0772'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 ET0772'THE MARK IS 0.8 M BELOW THE ROAD.
 ET0772
 ET0772                          STATION RECOVERY (1999)
 ET0772
 ET0772'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0772'RECOVERED IN GOOD CONDITION.
 ET0772
 ET0772                          STATION RECOVERY (2007)
 ET0772
 ET0772'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0772'RECOVERED AS DESCRIBED.
 ET0772
 ET0772                          STATION RECOVERY (2008)
 ET0772
 ET0772'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0772'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0772' 
 ET0772'N 34 13.674'  W 113 34.514'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0797 ***********************************************************************
 ET0797  DESIGNATION -  E 482
 ET0797  PID         -  ET0797
 ET0797  STATE/COUNTY-  AZ/MOHAVE
 ET0797  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0797
 ET0797                         *CURRENT SURVEY CONTROL
 ET0797  ___________________________________________________________________
 ET0797* NAD 83(1986)-  34 21 49.     (N)    113 41 58.     (W)     SCALED    
 ET0797* NAVD 88     -       637.903  (meters)    2092.85   (feet)  ADJUSTED  
 ET0797  ___________________________________________________________________
 ET0797  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET0797  DYNAMIC HT  -         637.162 (meters)    2090.42  (feet)  COMP
 ET0797  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 ET0797
 ET0797  VERT ORDER  -  FIRST     CLASS II
 ET0797
 ET0797.The horizontal coordinates were scaled from a topographic map and have
 ET0797.an estimated accuracy of +/- 6 seconds.
 ET0797
 ET0797.The orthometric height was determined by differential leveling
 ET0797.and adjusted in June 1991.
 ET0797
 ET0797.The geoid height was determined by GEOID03.
 ET0797
 ET0797.The dynamic height is computed by dividing the NAVD 88
 ET0797.geopotential number by the normal gravity value computed on the
 ET0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0797.degrees latitude (g = 980.6199 gals.).
 ET0797
 ET0797.The modeled gravity was interpolated from observed gravity values.
 ET0797
 ET0797;                    North         East    Units  Estimated Accuracy
 ET0797;SPC AZ W     -   373,000.      218,010.      MT  (+/- 180 meters Scaled)
 ET0797
 ET0797                          SUPERSEDED SURVEY CONTROL
 ET0797
 ET0797.No superseded survey control is available for this station.
 ET0797
 ET0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD517057(NAD 83)
 ET0797_MARKER: DB = BENCH MARK DISK
 ET0797_SETTING: 66 = SET IN ROCK OUTCROP
 ET0797_SP_SET: ROCK OUTCROP
 ET0797_STAMPING: E 482 1981
 ET0797_MARK LOGO: NGS   
 ET0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0797+STABILITY: POSITION/ELEVATION WELL
 ET0797
 ET0797  HISTORY     - Date     Condition        Report By
 ET0797  HISTORY     - 1981     MONUMENTED       NGS
 ET0797
 ET0797                          STATION DESCRIPTION
 ET0797
 ET0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0797'76.6 KM (47.6 MI) SE FROM YUCCA.
 ET0797'76.6 KM (47.6 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0797'INTERSTATE HIGHWAY 40 IN YUCCA, 0.25 KM (0.15 MI) NORTHWEST OF THE
 ET0797'NORTHWEST END OF A ROAD CURVE, ACROSS THE ROAD FROM THE CENTER OF A
 ET0797'STRAIGHT SECTION IN A DRY WASH PARALLELING THE ROAD, SET IN TOP OF A
 ET0797'BROWN VOLCANIC ROCK OUTCROP ON THE SOUTHWEST SLOPE OF A RIDGE, 10.0
 ET0797'METERS (33.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 ET0797'THE MARK IS 0.75 METERS  SW FROM A WITNESS POST.
 ET0797'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0905 ***********************************************************************
 FS0905  DESIGNATION -  E 484
 FS0905  PID         -  FS0905
 FS0905  STATE/COUNTY-  AZ/MOHAVE
 FS0905  USGS QUAD   -  KINGMAN (1980)
 FS0905
 FS0905                         *CURRENT SURVEY CONTROL
 FS0905  ___________________________________________________________________
 FS0905* NAD 83(1986)-  35 09 42.     (N)    114 04 25.     (W)     SCALED    
 FS0905* NAVD 88     -       940.608  (meters)    3085.98   (feet)  ADJUSTED  
 FS0905  ___________________________________________________________________
 FS0905  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FS0905  DYNAMIC HT  -         939.515 (meters)    3082.39  (feet)  COMP
 FS0905  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 FS0905
 FS0905  VERT ORDER  -  FIRST     CLASS II
 FS0905
 FS0905.The horizontal coordinates were scaled from a topographic map and have
 FS0905.an estimated accuracy of +/- 6 seconds.
 FS0905
 FS0905.The orthometric height was determined by differential leveling
 FS0905.and adjusted in June 1991.
 FS0905
 FS0905.The geoid height was determined by GEOID03.
 FS0905
 FS0905.The dynamic height is computed by dividing the NAVD 88
 FS0905.geopotential number by the normal gravity value computed on the
 FS0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0905.degrees latitude (g = 980.6199 gals.).
 FS0905
 FS0905.The modeled gravity was interpolated from observed gravity values.
 FS0905
 FS0905;                    North         East    Units  Estimated Accuracy
 FS0905;SPC AZ W     -   461,570.      183,880.      MT  (+/- 180 meters Scaled)
 FS0905
 FS0905                          SUPERSEDED SURVEY CONTROL
 FS0905
 FS0905.No superseded survey control is available for this station.
 FS0905
 FS0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU665948(NAD 83)
 FS0905_MARKER: DB = BENCH MARK DISK
 FS0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0905_SP_SET: BRIDGE
 FS0905_STAMPING: E 484 1981
 FS0905_MARK LOGO: NGS   
 FS0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0905
 FS0905  HISTORY     - Date     Condition        Report By
 FS0905  HISTORY     - 1981     MONUMENTED       NGS
 FS0905
 FS0905                          STATION DESCRIPTION
 FS0905
 FS0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0905'5.05 KM (3.15 MI) SOUTH FROM KINGMAN.
 FS0905'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0905'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 4.25 KM (2.65 MI) SOUTH
 FS0905'ALONG OLD HIGHWAY 66, AT A BRIDGE OVER HOLLY MOSES WASH, IN TOP OF
 FS0905'THE SOUTHEAST CURB 7.8 METERS (25.5 FT) NORTHEAST OF THE SOUTHWEST
 FS0905'END, 4 METERS (13 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FS0905'0.8 METER (2.5 FT) SOUTHWEST OF BENCH MARK 3084.16 AZHD.
 FS0905'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0772 ***********************************************************************
 EU0772  DESIGNATION -  E 485
 EU0772  PID         -  EU0772
 EU0772  STATE/COUNTY-  AZ/MOHAVE
 EU0772  USGS QUAD   -  FRANCONIA (1970)
 EU0772
 EU0772                         *CURRENT SURVEY CONTROL
 EU0772  ___________________________________________________________________
 EU0772* NAD 83(1986)-  34 43 44.     (N)    114 20 24.     (W)     SCALED    
 EU0772* NAVD 88     -       280.037  (meters)     918.75   (feet)  ADJUSTED  
 EU0772  ___________________________________________________________________
 EU0772  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EU0772  DYNAMIC HT  -         279.743 (meters)     917.79  (feet)  COMP
 EU0772  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 EU0772
 EU0772  VERT ORDER  -  FIRST     CLASS II
 EU0772
 EU0772.The horizontal coordinates were scaled from a topographic map and have
 EU0772.an estimated accuracy of +/- 6 seconds.
 EU0772
 EU0772.The orthometric height was determined by differential leveling
 EU0772.and adjusted in June 1991.
 EU0772
 EU0772.The geoid height was determined by GEOID03.
 EU0772
 EU0772.The dynamic height is computed by dividing the NAVD 88
 EU0772.geopotential number by the normal gravity value computed on the
 EU0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0772.degrees latitude (g = 980.6199 gals.).
 EU0772
 EU0772.The modeled gravity was interpolated from observed gravity values.
 EU0772
 EU0772;                    North         East    Units  Estimated Accuracy
 EU0772;SPC AZ W     -   413,670.      159,330.      MT  (+/- 180 meters Scaled)
 EU0772
 EU0772                          SUPERSEDED SURVEY CONTROL
 EU0772
 EU0772.No superseded survey control is available for this station.
 EU0772
 EU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU435462(NAD 83)
 EU0772_MARKER: DB = BENCH MARK DISK
 EU0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0772_SP_SET: HEADWALL
 EU0772_STAMPING: E 485 1981
 EU0772_MARK LOGO: NGS   
 EU0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0772
 EU0772  HISTORY     - Date     Condition        Report By
 EU0772  HISTORY     - 1981     MONUMENTED       NGS
 EU0772
 EU0772                          STATION DESCRIPTION
 EU0772
 EU0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0772'13.4 KM (8.3 MI) NE FROM TOPOCK.
 EU0772'13.4 KM (8.3 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0772'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, AT A 6-CHANNEL BOX CULVERT
 EU0772'UNDER THE WEST BOUND TRAFFIC LANES, IN TOP OF THE EAST END OF THE
 EU0772'SOUTH HEADWALL, 0.3 KM (0.2 MI) EAST OF THE CROSSING OF A PIPE LINE,
 EU0772'1.0 KM (0.6 MI) WEST OF MILEPOST 9, 12.6 METERS (41.5 FT) SOUTH OF THE
 EU0772'CENTERLINE OF THE WEST BOUND LANES.
 EU0772'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0924 ***********************************************************************
 FS0924  DESIGNATION -  E 486
 FS0924  PID         -  FS0924
 FS0924  STATE/COUNTY-  AZ/MOHAVE
 FS0924  USGS QUAD   -  KINGMAN NW (1983)
 FS0924
 FS0924                         *CURRENT SURVEY CONTROL
 FS0924  ___________________________________________________________________
 FS0924* NAD 83(1986)-  35 14 33.     (N)    114 08 51.     (W)     SCALED    
 FS0924* NAVD 88     -       991.918  (meters)    3254.32   (feet)  ADJUSTED  
 FS0924  ___________________________________________________________________
 FS0924  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0924  DYNAMIC HT  -         990.760 (meters)    3250.52  (feet)  COMP
 FS0924  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 FS0924
 FS0924  VERT ORDER  -  FIRST     CLASS II
 FS0924
 FS0924.The horizontal coordinates were scaled from a topographic map and have
 FS0924.an estimated accuracy of +/- 6 seconds.
 FS0924
 FS0924.The orthometric height was determined by differential leveling
 FS0924.and adjusted in June 1991.
 FS0924
 FS0924.The geoid height was determined by GEOID03.
 FS0924
 FS0924.The dynamic height is computed by dividing the NAVD 88
 FS0924.geopotential number by the normal gravity value computed on the
 FS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0924.degrees latitude (g = 980.6199 gals.).
 FS0924
 FS0924.The modeled gravity was interpolated from observed gravity values.
 FS0924
 FS0924;                    North         East    Units  Estimated Accuracy
 FS0924;SPC AZ W     -   470,560.      177,180.      MT  (+/- 180 meters Scaled)
 FS0924
 FS0924                          SUPERSEDED SURVEY CONTROL
 FS0924
 FS0924.No superseded survey control is available for this station.
 FS0924
 FS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV595036(NAD 83)
 FS0924_MARKER: DB = BENCH MARK DISK
 FS0924_SETTING: 66 = SET IN ROCK OUTCROP
 FS0924_SP_SET: ROCK OUTCROP
 FS0924_STAMPING: E 486 1982
 FS0924_MARK LOGO: NGS   
 FS0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0924+STABILITY: POSITION/ELEVATION WELL
 FS0924
 FS0924  HISTORY     - Date     Condition        Report By
 FS0924  HISTORY     - 1982     MONUMENTED       NGS
 FS0924  HISTORY     - 1985     GOOD             USPSQD
 FS0924
 FS0924                          STATION DESCRIPTION
 FS0924
 FS0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0924'10.1 KM (6.3 MI) NW FROM KINGMAN.
 FS0924'10.1 KM (6.3 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0924'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF A SMALL PORTION OF EXPOSED
 FS0924'GRANITE OUTCROP IN A CUT BANK, 0.15 MILE SOUTHEAST OF MILEPOST 65,
 FS0924'13.4 METERS (44 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0924'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 FS0924'THE MARK IS 2 M ABOVE THE HIGHWAY.
 FS0924
 FS0924                          STATION RECOVERY (1985)
 FS0924
 FS0924'RECOVERY NOTE BY US POWER SQUADRON 1985
 FS0924'BENCH MARK IS ROCK AND NORTHEAST SIDE OF HWY 93. AT GOLDEN VALLEY
 FS0924'ACROSS FROM GAS STATION 18' SOUTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0705 ***********************************************************************
 FR0705  DESIGNATION -  E 487
 FR0705  PID         -  FR0705
 FR0705  STATE/COUNTY-  AZ/MOHAVE
 FR0705  USGS QUAD   -  VALENTINE (1980)
 FR0705
 FR0705                         *CURRENT SURVEY CONTROL
 FR0705  ___________________________________________________________________
 FR0705* NAD 83(2007)-  35 26 15.56653(N)    113 38 48.19819(W)     ADJUSTED  
 FR0705* NAVD 88     -      1256.096  (meters)    4121.04   (feet)  ADJUSTED  
 FR0705  ___________________________________________________________________
 FR0705  EPOCH DATE  -        2007.00
 FR0705  X           -  -2,087,074.226 (meters)                     COMP
 FR0705  Y           -  -4,766,525.599 (meters)                     COMP
 FR0705  Z           -   3,678,247.389 (meters)                     COMP
 FR0705  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 FR0705  ELLIP HEIGHT-        1229.217 (meters)          (02/10/07) ADJUSTED
 FR0705  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FR0705  DYNAMIC HT  -        1254.555 (meters)    4115.99  (feet)  COMP
 FR0705
 FR0705  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0705  Type    PID    Designation                      North   East  Ellip
 FR0705  -------------------------------------------------------------------
 FR0705  NETWORK FR0705 E 487                             0.41   0.31   0.82
 FR0705  -------------------------------------------------------------------
 FR0705  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 FR0705
 FR0705  VERT ORDER  -  FIRST     CLASS II
 FR0705
 FR0705.The horizontal coordinates were established by GPS observations
 FR0705.and adjusted by the National Geodetic Survey in February 2007.
 FR0705
 FR0705.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0705.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0705.The horizontal coordinates are valid at the epoch date displayed above.
 FR0705.The epoch date for horizontal control is a decimal equivalence
 FR0705.of Year/Month/Day.
 FR0705
 FR0705.The orthometric height was determined by differential leveling
 FR0705.and adjusted in June 1991.
 FR0705
 FR0705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0705
 FR0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0705
 FR0705.The ellipsoidal height was determined by GPS observations
 FR0705.and is referenced to NAD 83.
 FR0705
 FR0705.The geoid height was determined by GEOID03.
 FR0705
 FR0705.The dynamic height is computed by dividing the NAVD 88
 FR0705.geopotential number by the normal gravity value computed on the
 FR0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0705.degrees latitude (g = 980.6199 gals.).
 FR0705
 FR0705.The modeled gravity was interpolated from observed gravity values.
 FR0705
 FR0705;                    North         East     Units Scale Factor Converg.
 FR0705;SPC AZ W     -   492,146.384   222,736.987   MT  0.99993442   +0 03 35.6
 FR0705;SPC AZ W     - 1,614,653.49    730,764.39   iFT  0.99993442   +0 03 35.6
 FR0705;UTM  12      - 3,924,798.178   259,747.046   MT  1.00031138   -1 32 07.3
 FR0705
 FR0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0705!SPC AZ W     -   0.99980710  x   0.99993442  =   0.99974153
 FR0705!UTM  12      -   0.99980710  x   1.00031138  =   1.00011842
 FR0705
 FR0705                          SUPERSEDED SURVEY CONTROL
 FR0705
 FR0705  NAD 83(1992)-  35 26 15.56624(N)    113 38 48.19756(W) AD(       ) B
 FR0705  ELLIP H (08/22/05) 1229.220  (m)                       GP(       ) 3 1
 FR0705  NAVD 88 (08/22/05) 1256.10   (m)         4121.1    (f) LEVELING    3  
 FR0705
 FR0705.Superseded values are not recommended for survey control.
 FR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0705.See file dsdata.txt to determine how the superseded data were derived.
 FR0705
 FR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5974724798(NAD 83)
 FR0705_MARKER: DB = BENCH MARK DISK
 FR0705_SETTING: 66 = SET IN ROCK OUTCROP
 FR0705_SP_SET: ROCK OUTCROP
 FR0705_STAMPING: E 487 1982
 FR0705_MARK LOGO: NGS   
 FR0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0705+STABILITY: POSITION/ELEVATION WELL
 FR0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0705+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0705
 FR0705  HISTORY     - Date     Condition        Report By
 FR0705  HISTORY     - 1982     MONUMENTED       NGS
 FR0705  HISTORY     - 20050401 GOOD             NGS
 FR0705
 FR0705                          STATION DESCRIPTION
 FR0705
 FR0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0705'23.4 KM (14.6 MI) SW FROM PEACH SPRINGS.
 FR0705'23.4 KM (14.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0705'OFFICE AT PEACH SPRINGS, 21.0 METERS (69.0 FEET) NORTHWEST OF THE
 FR0705'CENTERLINE OF THE HIGHWAY, 18.0 METERS (59,0 FEET) SOUTHWEST OF THE
 FR0705'SOUTHWEST EDGE OF A WASH, 9.0 METERS (30.0 FEET) SOUTHEAST OF THE
 FR0705'RIGHT-OF-WAY FENCE, 16.0 METERS (53.0 FEET) WEST OF HIGHWAY HIGHWAY
 FR0705'MILEPOST 89, IN TOP OF A 3 BY 6 FOOT EXPOSED PORTION OF VOLCANIC
 FR0705'OUTCROP.
 FR0705'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FR0705'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0705
 FR0705                          STATION RECOVERY (2005)
 FR0705
 FR0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0732 ***********************************************************************
 FR0732  DESIGNATION -  E 488
 FR0732  PID         -  FR0732
 FR0732  STATE/COUNTY-  AZ/COCONINO
 FR0732  USGS QUAD   -  NELSON (1967)
 FR0732
 FR0732                         *CURRENT SURVEY CONTROL
 FR0732  ___________________________________________________________________
 FR0732* NAD 83(1986)-  35 32 38.     (N)    113 16 59.     (W)     SCALED    
 FR0732* NAVD 88     -      1643.645  (meters)    5392.53   (feet)  ADJUSTED  
 FR0732  ___________________________________________________________________
 FR0732  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 FR0732  DYNAMIC HT  -        1641.517 (meters)    5385.54  (feet)  COMP
 FR0732  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 FR0732
 FR0732  VERT ORDER  -  FIRST     CLASS II
 FR0732
 FR0732.The horizontal coordinates were scaled from a topographic map and have
 FR0732.an estimated accuracy of +/- 6 seconds.
 FR0732
 FR0732.The orthometric height was determined by differential leveling
 FR0732.and adjusted in June 1991.
 FR0732
 FR0732.The geoid height was determined by GEOID03.
 FR0732
 FR0732.The dynamic height is computed by dividing the NAVD 88
 FR0732.geopotential number by the normal gravity value computed on the
 FR0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0732.degrees latitude (g = 980.6199 gals.).
 FR0732
 FR0732.The modeled gravity was interpolated from observed gravity values.
 FR0732
 FR0732;                    North         East    Units  Estimated Accuracy
 FR0732;SPC AZ C     -   504,770.       89,460.      MT  (+/- 180 meters Scaled)
 FR0732
 FR0732                          SUPERSEDED SURVEY CONTROL
 FR0732
 FR0732.No superseded survey control is available for this station.
 FR0732
 FR0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE930357(NAD 83)
 FR0732_MARKER: DB = BENCH MARK DISK
 FR0732_SETTING: 80 = SET IN A BOULDER
 FR0732_SP_SET: BOULDER
 FR0732_STAMPING: E 488 1982
 FR0732_MARK LOGO: NGS   
 FR0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0732+STABILITY: SURFACE MOTION
 FR0732
 FR0732  HISTORY     - Date     Condition        Report By
 FR0732  HISTORY     - 1982     MONUMENTED       NGS
 FR0732
 FR0732                          STATION DESCRIPTION
 FR0732
 FR0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0732'16.9 KM (10.5 MI) EAST FROM PEACH SPRINGS.
 FR0732'16.9 KM (10.5 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0732'PEACH SPRINGS, 0.3 KM (0.2 MI) EAST OF A ROAD LEADING SOUTHWEST TO
 FR0732'NELSON, 0.2 KM (0.1 MI) EAST OF MILEPOST 112 AND A GUARD RAIL, IN TOP
 FR0732'OF A 4 BY 4 FOOT BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 18.2
 FR0732'METERS (60 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (20
 FR0732'FT) EAST OF THE SOUTH END OF A 48-INCH CORRUGATED METAL PIPE CULVERT,
 FR0732'22.8 METERS (75 FT) NORTHWEST OF TELEPHONE POLE 7, 13.7 METERS (45 FT)
 FR0732'NORTH OF A FENCE.
 FR0732'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0767 ***********************************************************************
 FR0767  DESIGNATION -  E 489
 FR0767  PID         -  FR0767
 FR0767  STATE/COUNTY-  AZ/YAVAPAI
 FR0767  USGS QUAD   -  ASH FORK (1979)
 FR0767
 FR0767                         *CURRENT SURVEY CONTROL
 FR0767  ___________________________________________________________________
 FR0767* NAD 83(1986)-  35 13 08.     (N)    112 26 39.     (W)     SCALED    
 FR0767* NAVD 88     -      1595.574  (meters)    5234.81   (feet)  ADJUSTED  
 FR0767  ___________________________________________________________________
 FR0767  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 FR0767  DYNAMIC HT  -        1593.459 (meters)    5227.87  (feet)  COMP
 FR0767  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 FR0767
 FR0767  VERT ORDER  -  FIRST     CLASS II
 FR0767
 FR0767.The horizontal coordinates were scaled from a topographic map and have
 FR0767.an estimated accuracy of +/- 6 seconds.
 FR0767
 FR0767.The orthometric height was determined by differential leveling
 FR0767.and adjusted in June 1991.
 FR0767
 FR0767.The geoid height was determined by GEOID03.
 FR0767
 FR0767.The dynamic height is computed by dividing the NAVD 88
 FR0767.geopotential number by the normal gravity value computed on the
 FR0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0767.degrees latitude (g = 980.6199 gals.).
 FR0767
 FR0767.The modeled gravity was interpolated from observed gravity values.
 FR0767
 FR0767;                    North         East    Units  Estimated Accuracy
 FR0767;SPC AZ C     -   467,980.      165,340.      MT  (+/- 180 meters Scaled)
 FR0767
 FR0767                          SUPERSEDED SURVEY CONTROL
 FR0767
 FR0767.No superseded survey control is available for this station.
 FR0767
 FR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD685982(NAD 83)
 FR0767_MARKER: DB = BENCH MARK DISK
 FR0767_SETTING: 66 = SET IN ROCK OUTCROP
 FR0767_SP_SET: ROCK OUTCROP
 FR0767_STAMPING: E 489 1982
 FR0767_MARK LOGO: NGS   
 FR0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0767+STABILITY: POSITION/ELEVATION WELL
 FR0767
 FR0767  HISTORY     - Date     Condition        Report By
 FR0767  HISTORY     - 1982     MONUMENTED       NGS
 FR0767
 FR0767                          STATION DESCRIPTION
 FR0767
 FR0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0767'3.0 KM (1.9 MI) EAST FROM ASH FORK.
 FR0767'3.0 KM (1.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0767'US HIGHWAY 89 IN ASH FORK, IN TOP OF A SMALL VOLCANIC OUTCROP
 FR0767'PROJECTING 1 FOOT FROM THE EAST AND DARK END OF A HIGHWAY CUT, 0.1 KM
 FR0767'(0.05 MI) EAST OF MILEPOST 148, 0.2 KM (0.1 MI) WEST OF THE
 FR0767'YAVAPAI-COCONINO COUNTY LINE, 0.2 KM (0.15 MI) NORTHWEST OF AND ACROSS
 FR0767'THE HIGHWAY FROM A MOTEL, CAFE AND TRUCK STOP, 12.9 METERS (41 FT)
 FR0767'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 36.5 METERS
 FR0767'(120 FT) WEST OF THE EAST END OF THE DARK CUT, 22.8 METERS (75 FT)
 FR0767'EAST OF A POINT IN THE CUT WHERE THE RED VOLCANIC ASH MEETS A DARK
 FR0767'GREY COLOR.
 FR0767'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FR0767'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0066 ***********************************************************************
 GP0066  DESIGNATION -  E 49
 GP0066  PID         -  GP0066
 GP0066  STATE/COUNTY-  AZ/NAVAJO
 GP0066  USGS QUAD   -  SHONTO SE (1982)
 GP0066
 GP0066                         *CURRENT SURVEY CONTROL
 GP0066  ___________________________________________________________________
 GP0066* NAD 83(1986)-  36 33 02.     (N)    110 31 37.     (W)     SCALED    
 GP0066* NAVD 88     -      2020.761  (meters)    6629.78   (feet)  ADJUSTED  
 GP0066  ___________________________________________________________________
 GP0066  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 GP0066  DYNAMIC HT  -        2018.157 (meters)    6621.24  (feet)  COMP
 GP0066  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 GP0066
 GP0066  VERT ORDER  -  FIRST     CLASS II
 GP0066
 GP0066.The horizontal coordinates were scaled from a topographic map and have
 GP0066.an estimated accuracy of +/- 6 seconds.
 GP0066
 GP0066.The orthometric height was determined by differential leveling
 GP0066.and adjusted in June 1991.
 GP0066
 GP0066.The geoid height was determined by GEOID03.
 GP0066
 GP0066.The dynamic height is computed by dividing the NAVD 88
 GP0066.geopotential number by the normal gravity value computed on the
 GP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0066.degrees latitude (g = 980.6199 gals.).
 GP0066
 GP0066.The modeled gravity was interpolated from observed gravity values.
 GP0066
 GP0066;                    North         East    Units  Estimated Accuracy
 GP0066;SPC AZ E     -   615,660.      181,110.      MT  (+/- 180 meters Scaled)
 GP0066
 GP0066                          SUPERSEDED SURVEY CONTROL
 GP0066
 GP0066  NGVD 29 (??/??/92) 2019.676  (m)         6626.22   (f) ADJ UNCH    1 2
 GP0066
 GP0066.Superseded values are not recommended for survey control.
 GP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0066.See file dsdata.txt to determine how the superseded data were derived.
 GP0066
 GP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF423451(NAD 83)
 GP0066_MARKER: DB = BENCH MARK DISK
 GP0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0066_STAMPING: E 49 1934
 GP0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0066+STABILITY: SURFACE MOTION
 GP0066
 GP0066  HISTORY     - Date     Condition        Report By
 GP0066  HISTORY     - 1934     MONUMENTED       CGS
 GP0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0066
 GP0066                          STATION DESCRIPTION
 GP0066
 GP0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0066'21.5 MI SW FROM KAYENTA.
 GP0066'21.5 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0066'COUNTY, 86 YARDS WEST OF A WOODEN-BOX CULVERT, AND 75 FEET NORTH OF
 GP0066'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 49 1934 AND
 GP0066'SET IN THE TOP OF A CONCRETE POST.
 GP0066
 GP0066                          STATION RECOVERY (1983)
 GP0066
 GP0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0377 ***********************************************************************
 FQ0377  DESIGNATION -  E 490
 FQ0377  PID         -  FQ0377
 FQ0377  STATE/COUNTY-  AZ/COCONINO
 FQ0377  USGS QUAD   -  PARKS (1974)
 FQ0377
 FQ0377                         *CURRENT SURVEY CONTROL
 FQ0377  ___________________________________________________________________
 FQ0377* NAD 83(1986)-  35 15 26.     (N)    111 55 49.     (W)     SCALED    
 FQ0377* NAVD 88     -      2174.173  (meters)    7133.10   (feet)  ADJUSTED  
 FQ0377  ___________________________________________________________________
 FQ0377  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0377  DYNAMIC HT  -        2171.067 (meters)    7122.91  (feet)  COMP
 FQ0377  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 FQ0377
 FQ0377  VERT ORDER  -  FIRST     CLASS II
 FQ0377
 FQ0377.The horizontal coordinates were scaled from a topographic map and have
 FQ0377.an estimated accuracy of +/- 6 seconds.
 FQ0377
 FQ0377.The orthometric height was determined by differential leveling
 FQ0377.and adjusted in June 1991.
 FQ0377
 FQ0377.The geoid height was determined by GEOID03.
 FQ0377
 FQ0377.The dynamic height is computed by dividing the NAVD 88
 FQ0377.geopotential number by the normal gravity value computed on the
 FQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0377.degrees latitude (g = 980.6199 gals.).
 FQ0377
 FQ0377.The modeled gravity was interpolated from observed gravity values.
 FQ0377
 FQ0377;                    North         East    Units  Estimated Accuracy
 FQ0377;SPC AZ C     -   472,110.      212,120.      MT  (+/- 180 meters Scaled)
 FQ0377
 FQ0377                          SUPERSEDED SURVEY CONTROL
 FQ0377
 FQ0377.No superseded survey control is available for this station.
 FQ0377
 FQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE153019(NAD 83)
 FQ0377_MARKER: DB = BENCH MARK DISK
 FQ0377_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0377_SP_SET: ROCK OUTCROP
 FQ0377_STAMPING: E 490 1982
 FQ0377_MARK LOGO: NGS   
 FQ0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0377+STABILITY: POSITION/ELEVATION WELL
 FQ0377
 FQ0377  HISTORY     - Date     Condition        Report By
 FQ0377  HISTORY     - 1982     MONUMENTED       NGS
 FQ0377
 FQ0377                          STATION DESCRIPTION
 FQ0377
 FQ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0377'27.5 KM (17.1 MI) WEST FROM FLAGSTAFF.
 FQ0377'27.5 KM (17.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0377'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 0.8 KM (0.5 MI) EAST OF THE
 FQ0377'PARKS ROAD OVERPASS, IN TOP OF THE LOWER PORTION OF A MASSIVE VOLCANIC
 FQ0377'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, IN THE FREEWAY MEADIAN,
 FQ0377'ACCESSABLE ONLY FROM THE EAST BOUND LANES, 0.5 KM (0.3 MI) WEST OF
 FQ0377'MILEPOST 179, 73.1 METERS (240 FT) WEST OF THE EAST END OF THE CUT IN
 FQ0377'THE MEDIAN STRIP, 14.6 METERS (48 FT) NORTH OF THE CENTERLINE OF THE
 FQ0377'EAST BOUND TRAFFIC LANES, 103.5 METERS (340 FT) WEST OF A LONE
 FQ0377'PONDAROSA TREE IN THE MEDIAN STRIP, 3 METERS (10 FT) BELOW THE TOP OF
 FQ0377'THE CUT.
 FQ0377'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0401 ***********************************************************************
 FQ0401  DESIGNATION -  E 491
 FQ0401  PID         -  FQ0401
 FQ0401  STATE/COUNTY-  AZ/COCONINO
 FQ0401  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0401
 FQ0401                         *CURRENT SURVEY CONTROL
 FQ0401  ___________________________________________________________________
 FQ0401* NAD 83(1986)-  35 03 05.     (N)    111 43 59.     (W)     SCALED    
 FQ0401* NAVD 88     -      1984.682  (meters)    6511.41   (feet)  ADJUSTED  
 FQ0401  ___________________________________________________________________
 FQ0401  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0401  DYNAMIC HT  -        1981.899 (meters)    6502.28  (feet)  COMP
 FQ0401  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 FQ0401
 FQ0401  VERT ORDER  -  FIRST     CLASS II
 FQ0401
 FQ0401.The horizontal coordinates were scaled from a topographic map and have
 FQ0401.an estimated accuracy of +/- 6 seconds.
 FQ0401
 FQ0401.The orthometric height was determined by differential leveling
 FQ0401.and adjusted in June 1991.
 FQ0401
 FQ0401.The geoid height was determined by GEOID03.
 FQ0401
 FQ0401.The dynamic height is computed by dividing the NAVD 88
 FQ0401.geopotential number by the normal gravity value computed on the
 FQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0401.degrees latitude (g = 980.6199 gals.).
 FQ0401
 FQ0401.The modeled gravity was interpolated from observed gravity values.
 FQ0401
 FQ0401;                    North         East    Units  Estimated Accuracy
 FQ0401;SPC AZ C     -   449,290.      230,110.      MT  (+/- 180 meters Scaled)
 FQ0401
 FQ0401                          SUPERSEDED SURVEY CONTROL
 FQ0401
 FQ0401.No superseded survey control is available for this station.
 FQ0401
 FQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD331789(NAD 83)
 FQ0401_MARKER: DB = BENCH MARK DISK
 FQ0401_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0401_SP_SET: ROCK OUTCROP
 FQ0401_STAMPING: E 491 1982
 FQ0401_MARK LOGO: NGS   
 FQ0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0401+STABILITY: POSITION/ELEVATION WELL
 FQ0401
 FQ0401  HISTORY     - Date     Condition        Report By
 FQ0401  HISTORY     - 1982     MONUMENTED       NGS
 FQ0401
 FQ0401                          STATION DESCRIPTION
 FQ0401
 FQ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0401'16.4 KM (10.2 MI) SW FROM FLAGSTAFF.
 FQ0401'16.4 KM (10.2 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0401'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.4 KM (0.25
 FQ0401'MI) SOUTH OF A T JUNCTION OF A ROAD LEADING EAST, IN TOP OF AN OUTCROP
 FQ0401'AT THE SOUTH END OF A ROCKY CUT, 9.1 METERS (30.0 FT) WEST OF THE
 FQ0401'HIGHWAY CENTERLINE, 88.3 METERS (290.0 FT) NORTH OF THE WEST END OF A
 FQ0401'48 INCH CORRUGATED METAL PIPE CULVERT, 10.6 METERS (35.0 FT) EAST OF
 FQ0401'THE RIGHT OF WAY FENCE.
 FQ0401'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0401'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0455 ***********************************************************************
 FQ0455  DESIGNATION -  E 492
 FQ0455  PID         -  FQ0455
 FQ0455  STATE/COUNTY-  AZ/COCONINO
 FQ0455  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0455
 FQ0455                         *CURRENT SURVEY CONTROL
 FQ0455  ___________________________________________________________________
 FQ0455* NAD 83(1986)-  35 12 17.     (N)    111 36 48.     (W)     SCALED    
 FQ0455* NAVD 88     -      2091.852  (meters)    6863.02   (feet)  ADJUSTED  
 FQ0455  ___________________________________________________________________
 FQ0455  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0455  DYNAMIC HT  -        2088.874 (meters)    6853.25  (feet)  COMP
 FQ0455  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 FQ0455
 FQ0455  VERT ORDER  -  FIRST     CLASS II
 FQ0455
 FQ0455.The horizontal coordinates were scaled from a topographic map and have
 FQ0455.an estimated accuracy of +/- 6 seconds.
 FQ0455
 FQ0455.The orthometric height was determined by differential leveling
 FQ0455.and adjusted in June 1991.
 FQ0455
 FQ0455.The geoid height was determined by GEOID03.
 FQ0455
 FQ0455.The dynamic height is computed by dividing the NAVD 88
 FQ0455.geopotential number by the normal gravity value computed on the
 FQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0455.degrees latitude (g = 980.6199 gals.).
 FQ0455
 FQ0455.The modeled gravity was interpolated from observed gravity values.
 FQ0455
 FQ0455;                    North         East    Units  Estimated Accuracy
 FQ0455;SPC AZ C     -   466,330.      240,980.      MT  (+/- 180 meters Scaled)
 FQ0455
 FQ0455                          SUPERSEDED SURVEY CONTROL
 FQ0455
 FQ0455.No superseded survey control is available for this station.
 FQ0455
 FQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD441959(NAD 83)
 FQ0455_MARKER: DB = BENCH MARK DISK
 FQ0455_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0455_SP_SET: ROCK OUTCROP
 FQ0455_STAMPING: E 492 1982
 FQ0455_MARK LOGO: NGS   
 FQ0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0455+STABILITY: POSITION/ELEVATION WELL
 FQ0455
 FQ0455  HISTORY     - Date     Condition        Report By
 FQ0455  HISTORY     - 1982     MONUMENTED       NGS
 FQ0455  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0455
 FQ0455                          STATION DESCRIPTION
 FQ0455
 FQ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0455'7.6 KM (4.7 MI) NORTH FROM FLAGSTAFF.
 FQ0455'7.6 KM (4.7 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0455'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A SANDSTONE
 FQ0455'OUTCROP AT THE WEST END OF A RAILROAD CUT AND AT THE T JUNCTION OF
 FQ0455'FOURTH STREET LEADING NORTH, 47.5 METERS (156 FT) SOUTHEAST OF THE
 FQ0455'SOUTHEAST CURB OF US HIGHWAY 89, 23.7 METERS (78 FT) SOUTHWEST OF THE
 FQ0455'EXTENDED CENTER OF FOURTH STREET, 19.8 METERS (65 FT) SOUTHEAST OF THE
 FQ0455'SOUTHEAST RAIL, 9.1 METERS (30 FT) NORTHWEST OF A POWER POLE WITH A
 FQ0455'TRANSFORMER, 4.5 METERS (15 FT) SOUTHEAST OF THE CENTER OF A RAILROAD
 FQ0455'ACCESS ROAD.
 FQ0455'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0455'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 FQ0455
 FQ0455                          STATION RECOVERY (1983)
 FQ0455
 FQ0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0455'THE DISK HAS BEEN REMOVED FROM THE BEDROCK AND THE MARK SHOULD BE
 FQ0455'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0661 ***********************************************************************
 ES0661  DESIGNATION -  E 493
 ES0661  PID         -  ES0661
 ES0661  STATE/COUNTY-  AZ/YAVAPAI
 ES0661  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0661
 ES0661                         *CURRENT SURVEY CONTROL
 ES0661  ___________________________________________________________________
 ES0661* NAD 83(1986)-  34 50 11.     (N)    111 53 22.     (W)     SCALED    
 ES0661* NAVD 88     -      1252.282  (meters)    4108.53   (feet)  ADJUSTED  
 ES0661  ___________________________________________________________________
 ES0661  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0661  DYNAMIC HT  -        1250.680 (meters)    4103.27  (feet)  COMP
 ES0661  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 ES0661
 ES0661  VERT ORDER  -  FIRST     CLASS II
 ES0661
 ES0661.The horizontal coordinates were scaled from a topographic map and have
 ES0661.an estimated accuracy of +/- 6 seconds.
 ES0661
 ES0661.The orthometric height was determined by differential leveling
 ES0661.and adjusted in June 1991.
 ES0661
 ES0661.The geoid height was determined by GEOID03.
 ES0661
 ES0661.The dynamic height is computed by dividing the NAVD 88
 ES0661.geopotential number by the normal gravity value computed on the
 ES0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0661.degrees latitude (g = 980.6199 gals.).
 ES0661
 ES0661.The modeled gravity was interpolated from observed gravity values.
 ES0661
 ES0661;                    North         East    Units  Estimated Accuracy
 ES0661;SPC AZ C     -   425,430.      215,850.      MT  (+/- 180 meters Scaled)
 ES0661
 ES0661                          SUPERSEDED SURVEY CONTROL
 ES0661
 ES0661.No superseded survey control is available for this station.
 ES0661
 ES0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD186552(NAD 83)
 ES0661_MARKER: DB = BENCH MARK DISK
 ES0661_SETTING: 66 = SET IN ROCK OUTCROP
 ES0661_SP_SET: ROCK OUTCROP
 ES0661_STAMPING: E 493 1982
 ES0661_MARK LOGO: NGS   
 ES0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0661+STABILITY: POSITION/ELEVATION WELL
 ES0661
 ES0661  HISTORY     - Date     Condition        Report By
 ES0661  HISTORY     - 1982     MONUMENTED       NGS
 ES0661  HISTORY     - 19950712 GOOD             USPSQD
 ES0661
 ES0661                          STATION DESCRIPTION
 ES0661
 ES0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0661'12.6 KM (7.8 MI) SW FROM SEDONA.
 ES0661'12.6 KM (7.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0661'OFFICE IN SEDONA, IN TOP OF THE CENTER OF THE BASE OF A VOLCANIC ROCK
 ES0661'CUT, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 366, 5.1 METERS (17 FT)
 ES0661'NORTHWEST OF THE HIGHWAY CENTERLINE, 12.1 METERS (40 FT) SOUTHEAST OF
 ES0661'A FENCE.
 ES0661'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 ES0661'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0661
 ES0661                          STATION RECOVERY (1995)
 ES0661
 ES0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0684 ***********************************************************************
 ES0684  DESIGNATION -  E 494
 ES0684  PID         -  ES0684
 ES0684  STATE/COUNTY-  AZ/YAVAPAI
 ES0684  USGS QUAD   -  CAMP VERDE (1969)
 ES0684
 ES0684                         *CURRENT SURVEY CONTROL
 ES0684  ___________________________________________________________________
 ES0684* NAD 83(1986)-  34 32 58.     (N)    111 50 58.     (W)     SCALED    
 ES0684* NAVD 88     -       943.421  (meters)    3095.21   (feet)  ADJUSTED  
 ES0684  ___________________________________________________________________
 ES0684  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0684  DYNAMIC HT  -         942.243 (meters)    3091.34  (feet)  COMP
 ES0684  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 ES0684
 ES0684  VERT ORDER  -  FIRST     CLASS II
 ES0684
 ES0684.The horizontal coordinates were scaled from a topographic map and have
 ES0684.an estimated accuracy of +/- 6 seconds.
 ES0684
 ES0684.The orthometric height was determined by differential leveling
 ES0684.and adjusted in June 1991.
 ES0684
 ES0684.The geoid height was determined by GEOID03.
 ES0684
 ES0684.The dynamic height is computed by dividing the NAVD 88
 ES0684.geopotential number by the normal gravity value computed on the
 ES0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0684.degrees latitude (g = 980.6199 gals.).
 ES0684
 ES0684.The modeled gravity was interpolated from observed gravity values.
 ES0684
 ES0684;                    North         East    Units  Estimated Accuracy
 ES0684;SPC AZ C     -   393,600.      219,530.      MT  (+/- 180 meters Scaled)
 ES0684
 ES0684                          SUPERSEDED SURVEY CONTROL
 ES0684
 ES0684.No superseded survey control is available for this station.
 ES0684
 ES0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD220234(NAD 83)
 ES0684_MARKER: I = METAL ROD
 ES0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0684_SP_SET: STAINLESS STEEL ROD
 ES0684_STAMPING: E 494 1982
 ES0684_MARK LOGO: NGS   
 ES0684_PROJECTION: FLUSH
 ES0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0684_ROD/PIPE-DEPTH: 5.8  meters
 ES0684
 ES0684  HISTORY     - Date     Condition        Report By
 ES0684  HISTORY     - 1982     MONUMENTED       NGS
 ES0684  HISTORY     - 19980228 GOOD             USPSQD
 ES0684
 ES0684                          STATION DESCRIPTION
 ES0684
 ES0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0684'2.1 KM (1.3 MI) SE FROM CAMP VERDE.
 ES0684'2.1 KM (1.3 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0684'OFFICE IN CAMP VERDE, IN THE EAST CORNER OF THE INTERSECTION OF
 ES0684'MURDOCK LANE, AT AN OFFSET IN THE FENCELINE, 0.2 KM (0.1 MI) SOUTHEAST
 ES0684'OF THE BRIDGE OVER THE VERDE RIVER, 27.5 METERS (90 FT) NORTHEAST OF
 ES0684'THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT) SOUTH OF THE CENTER OF
 ES0684'MURDOCK LANE, 9.3 METERS (31 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 ES0684'CATTLE GUARD, 3.0 METERS (10 FT) NORTHWEST OF A FENCE CORNER, 0.3
 ES0684'METER (1 FT) SOUTHWEST OF A FENCE.
 ES0684'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0684'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0684
 ES0684                          STATION RECOVERY (1998)
 ES0684
 ES0684'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0722 ***********************************************************************
 ES0722  DESIGNATION -  E 495
 ES0722  PID         -  ES0722
 ES0722  STATE/COUNTY-  AZ/GILA
 ES0722  USGS QUAD   -  STRAWBERRY (1967)
 ES0722
 ES0722                         *CURRENT SURVEY CONTROL
 ES0722  ___________________________________________________________________
 ES0722* NAD 83(1986)-  34 24 23.     (N)    111 31 18.     (W)     SCALED    
 ES0722* NAVD 88     -      1757.492  (meters)    5766.04   (feet)  ADJUSTED  
 ES0722  ___________________________________________________________________
 ES0722  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 ES0722  DYNAMIC HT  -        1755.022 (meters)    5757.93  (feet)  COMP
 ES0722  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 ES0722  OBS GRAVITY -     979,175.6   (mgal)                       GRAV_OBS
 ES0722
 ES0722  VERT ORDER  -  FIRST     CLASS II
 ES0722
 ES0722.The horizontal coordinates were scaled from a topographic map and have
 ES0722.an estimated accuracy of +/- 6 seconds.
 ES0722
 ES0722.The orthometric height was determined by differential leveling
 ES0722.and adjusted in June 1991.
 ES0722
 ES0722.The geoid height was determined by GEOID03.
 ES0722
 ES0722.The dynamic height is computed by dividing the NAVD 88
 ES0722.geopotential number by the normal gravity value computed on the
 ES0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0722.degrees latitude (g = 980.6199 gals.).
 ES0722
 ES0722.The modeled gravity was interpolated from observed gravity values.
 ES0722.The observed gravity was obtained from relative gravimeter ties
 ES0722.to the IGSN71 gravity network.
 ES0722
 ES0722;                    North         East    Units  Estimated Accuracy
 ES0722;SPC AZ E     -   378,560.       88,790.      MT  (+/- 180 meters Scaled)
 ES0722
 ES0722                          SUPERSEDED SURVEY CONTROL
 ES0722
 ES0722.No superseded survey control is available for this station.
 ES0722
 ES0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD520073(NAD 83)
 ES0722_MARKER: DB = BENCH MARK DISK
 ES0722_SETTING: 66 = SET IN ROCK OUTCROP
 ES0722_SP_SET: ROCK OUTCROP
 ES0722_STAMPING: E 495 1982
 ES0722_MARK LOGO: NGS   
 ES0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0722+STABILITY: POSITION/ELEVATION WELL
 ES0722
 ES0722  HISTORY     - Date     Condition        Report By
 ES0722  HISTORY     - 1982     MONUMENTED       NGS
 ES0722
 ES0722                          STATION DESCRIPTION
 ES0722
 ES0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0722'7.6 KM (4.7 MI) NW FROM PINE.
 ES0722'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0722'IN PINE, THENCE 2.7 KM (1.7 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0722'OF A SMALL LEDGE OF RED SANDSTONE OUTCROP NEAR THE WEST END OF A SMALL
 ES0722'CUT, AT THE EAST END OF A SLIGHT S CURVE, 4.3 METERS (14 FT) NORTH OF
 ES0722'THE ROAD CENTERLINE, 56.0 METERS (184 FT) WEST OF THE CENTER OF A DIRT
 ES0722'ROAD LEADING SOUTH TO A RANCH, 48.0 METERS (158 FT) WEST OF A CATTLE
 ES0722'GUARD, 14.0 METERS (46 FT) NORTHEAST ACROSS THE ROAD FROM POWER POLE
 ES0722'77, 10.0 METERS (33 FT) EAST OF THE WEST END OF THE CUT.
 ES0722'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0722'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0731 ***********************************************************************
 ES0731  DESIGNATION -  E 496
 ES0731  PID         -  ES0731
 ES0731  STATE/COUNTY-  AZ/GILA
 ES0731  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0731
 ES0731                         *CURRENT SURVEY CONTROL
 ES0731  ___________________________________________________________________
 ES0731* NAD 83(1986)-  34 21 41.     (N)    111 25 31.     (W)     SCALED    
 ES0731* NAVD 88     -      1716.764  (meters)    5632.42   (feet)  ADJUSTED  
 ES0731  ___________________________________________________________________
 ES0731  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 ES0731  DYNAMIC HT  -        1714.350 (meters)    5624.50  (feet)  COMP
 ES0731  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 ES0731
 ES0731  VERT ORDER  -  FIRST     CLASS II
 ES0731
 ES0731.The horizontal coordinates were scaled from a topographic map and have
 ES0731.an estimated accuracy of +/- 6 seconds.
 ES0731
 ES0731.The orthometric height was determined by differential leveling
 ES0731.and adjusted in June 1991.
 ES0731
 ES0731.The geoid height was determined by GEOID03.
 ES0731
 ES0731.The dynamic height is computed by dividing the NAVD 88
 ES0731.geopotential number by the normal gravity value computed on the
 ES0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0731.degrees latitude (g = 980.6199 gals.).
 ES0731
 ES0731.The modeled gravity was interpolated from observed gravity values.
 ES0731
 ES0731;                    North         East    Units  Estimated Accuracy
 ES0731;SPC AZ E     -   373,460.       97,590.      MT  (+/- 180 meters Scaled)
 ES0731
 ES0731                          SUPERSEDED SURVEY CONTROL
 ES0731
 ES0731.No superseded survey control is available for this station.
 ES0731
 ES0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD608023(NAD 83)
 ES0731_MARKER: DB = BENCH MARK DISK
 ES0731_SETTING: 66 = SET IN ROCK OUTCROP
 ES0731_SP_SET: ROCK OUTCROP
 ES0731_STAMPING: E 496 1982
 ES0731_MARK LOGO: NGS   
 ES0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0731+STABILITY: POSITION/ELEVATION WELL
 ES0731
 ES0731  HISTORY     - Date     Condition        Report By
 ES0731  HISTORY     - 1982     MONUMENTED       NGS
 ES0731  HISTORY     - 19980819 GOOD             USPSQD
 ES0731  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 ES0731
 ES0731                          STATION DESCRIPTION
 ES0731
 ES0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0731'3.9 KM (2.4 MI) SE FROM PINE.
 ES0731'3.9 KM (2.4 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0731'IN PINE, IN TOP OF A SMALL LEDGE OF RED OUTCROP JUST BELOW A THICK
 ES0731'VEIN OF LIMESTONE, 0.2 KM (0.15 MI) NORTHWEST OF A CONTROL ROAD, 6.4
 ES0731'METERS (21 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 27.4 METERS (90
 ES0731'FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 ES0731'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0731'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0731
 ES0731                          STATION RECOVERY (1998)
 ES0731
 ES0731'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0731'RECOVERED IN GOOD CONDITION.
 ES0731
 ES0731                          STATION RECOVERY (2008)
 ES0731
 ES0731'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0731'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND THE SMALL LEDGE
 ES0731'OF RED OUTCROP JUST BELOW A THICK VEIN OF LIMESTONE, AND THE BROKEN
 ES0731'BASE OF THE WITNESS POST CEMENTED IN THE RED ROCK, BUT DID NOT FIND
 ES0731'THE MARK 0.3 METERS NORTHWEST FROM THE WITNESS POST BASE. THE ROCK IN
 ES0731'THE AREA IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0757 ***********************************************************************
 ES0757  DESIGNATION -  E 497
 ES0757  PID         -  ES0757
 ES0757  STATE/COUNTY-  AZ/GILA
 ES0757  USGS QUAD   -  GISELA (1972)
 ES0757
 ES0757                         *CURRENT SURVEY CONTROL
 ES0757  ___________________________________________________________________
 ES0757* NAD 83(1986)-  34 03 20.     (N)    111 19 00.     (W)     SCALED    
 ES0757* NAVD 88     -       866.371  (meters)    2842.42   (feet)  ADJUSTED  
 ES0757  ___________________________________________________________________
 ES0757  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 ES0757  DYNAMIC HT  -         865.264 (meters)    2838.79  (feet)  COMP
 ES0757  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 ES0757  OBS GRAVITY -     979,331.8   (mgal)                       GRAV_OBS
 ES0757
 ES0757  VERT ORDER  -  FIRST     CLASS II
 ES0757
 ES0757.The horizontal coordinates were scaled from a topographic map and have
 ES0757.an estimated accuracy of +/- 6 seconds.
 ES0757
 ES0757.The orthometric height was determined by differential leveling
 ES0757.and adjusted in June 1991.
 ES0757
 ES0757.The geoid height was determined by GEOID03.
 ES0757
 ES0757.The dynamic height is computed by dividing the NAVD 88
 ES0757.geopotential number by the normal gravity value computed on the
 ES0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0757.degrees latitude (g = 980.6199 gals.).
 ES0757
 ES0757.The modeled gravity was interpolated from observed gravity values.
 ES0757.The observed gravity was obtained from relative gravimeter ties
 ES0757.to the IGSN71 gravity network.
 ES0757
 ES0757;                    North         East    Units  Estimated Accuracy
 ES0757;SPC AZ E     -   339,410.      107,200.      MT  (+/- 180 meters Scaled)
 ES0757
 ES0757                          SUPERSEDED SURVEY CONTROL
 ES0757
 ES0757.No superseded survey control is available for this station.
 ES0757
 ES0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC707683(NAD 83)
 ES0757_MARKER: I = METAL ROD
 ES0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0757_SP_SET: STAINLESS STEEL ROD
 ES0757_STAMPING: E 497 1982
 ES0757_MARK LOGO: NGS   
 ES0757_PROJECTION: FLUSH
 ES0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0757_ROD/PIPE-DEPTH: 11.6 meters
 ES0757
 ES0757  HISTORY     - Date     Condition        Report By
 ES0757  HISTORY     - 1982     MONUMENTED       NGS
 ES0757
 ES0757                          STATION DESCRIPTION
 ES0757
 ES0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0757'24.8 KM (15.4 MI) SOUTH FROM PAYSON.
 ES0757'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0757'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0757'GISELA, THENCE 5.0 KM (3.1 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN THE
 ES0757'SOUTH CORNER OF A T JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO A
 ES0757'LARGE GRAVEL STOCKPILE, AT THE INSIDE ONE OF TWO FENCE LINES AND AT A
 ES0757'WIRE GATE IN THE NORTH CORNER OF A PLOWED FIELD, 19.8 METERS (65 FT)
 ES0757'SOUTHWEST OF THE MAIN ROAD CENTERLINE, 16.8 METERS (55 FT) SOUTHEAST
 ES0757'OF THE GRAVEL ROAD CENTER, 8.5 METERS (28 FT) SOUTHEAST OF THE NORTH
 ES0757'CORNER POST FOR THE INSIDE FENCE LINE, 8.0 METERS (26 FT) SOUTHWEST OF
 ES0757'THE OUTSIDE FENCE LINE, 0.3 METER (1 FT) NORTHEAST OF THE INSIDE FENCE
 ES0757'LINE.
 ES0757'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 ES0757'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1628 ***********************************************************************
 DU1628  DESIGNATION -  E 498
 DU1628  PID         -  DU1628
 DU1628  STATE/COUNTY-  AZ/GILA
 DU1628  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1628
 DU1628                         *CURRENT SURVEY CONTROL
 DU1628  ___________________________________________________________________
 DU1628* NAD 83(1986)-  33 44 37.     (N)    111 13 35.     (W)     SCALED    
 DU1628* NAVD 88     -       662.418  (meters)    2173.28   (feet)  ADJUSTED  
 DU1628  ___________________________________________________________________
 DU1628  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DU1628  DYNAMIC HT  -         661.568 (meters)    2170.49  (feet)  COMP
 DU1628  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 DU1628
 DU1628  VERT ORDER  -  FIRST     CLASS II
 DU1628
 DU1628.The horizontal coordinates were scaled from a topographic map and have
 DU1628.an estimated accuracy of +/- 6 seconds.
 DU1628
 DU1628.The orthometric height was determined by differential leveling
 DU1628.and adjusted in June 1991.
 DU1628
 DU1628.The geoid height was determined by GEOID03.
 DU1628
 DU1628.The dynamic height is computed by dividing the NAVD 88
 DU1628.geopotential number by the normal gravity value computed on the
 DU1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1628.degrees latitude (g = 980.6199 gals.).
 DU1628
 DU1628.The modeled gravity was interpolated from observed gravity values.
 DU1628
 DU1628;                    North         East    Units  Estimated Accuracy
 DU1628;SPC AZ E     -   304,720.      115,170.      MT  (+/- 180 meters Scaled)
 DU1628
 DU1628                          SUPERSEDED SURVEY CONTROL
 DU1628
 DU1628.No superseded survey control is available for this station.
 DU1628
 DU1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC790337(NAD 83)
 DU1628_MARKER: I = METAL ROD
 DU1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1628_SP_SET: STAINLESS STEEL ROD
 DU1628_STAMPING: E 498 1983
 DU1628_MARK LOGO: NGS   
 DU1628_PROJECTION: FLUSH
 DU1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1628_ROD/PIPE-DEPTH: 15.8 meters
 DU1628
 DU1628  HISTORY     - Date     Condition        Report By
 DU1628  HISTORY     - 1983     MONUMENTED       NGS
 DU1628
 DU1628                          STATION DESCRIPTION
 DU1628
 DU1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1628'15.3 KM (9.5 MI) NW FROM ROOSEVELT DAM.
 DU1628'15.3 KM (9.5 MI) NORTHWEST ALONG STATE 188 FROM THE CENTER OF
 DU1628'ROOSEVELT DAM, IN THE NORTH CORNER OF THE T JUNCTION OF A DIRT ROAD
 DU1628'LEADING NORTHEAST TO HORSE PASTURE RECREATION AREA AND WILDLIFE
 DU1628'REFUGE, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 251, 19.2 METERS (63 FT)
 DU1628'NORTHEAST OF THE HIGHWAY CENTERLINE, 67.0 METERS (220 FT) SOUTHEAST OF
 DU1628'THE EXTENDED CENTER OF THREE BAR ROAD, 10.4 METERS (34 FT) SOUTHEAST
 DU1628'OF THE DIRT ROAD CENTER, 10.1 METERS (33 FT) SOUTH OF THE SOUTHEAST
 DU1628'METAL GATE POST ACROSS THE DIRT ROAD.
 DU1628'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU1628'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0201 ***********************************************************************
 GQ0201  DESIGNATION -  E 499
 GQ0201  PID         -  GQ0201
 GQ0201  STATE/COUNTY-  AZ/MOHAVE
 GQ0201  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0201
 GQ0201                         *CURRENT SURVEY CONTROL
 GQ0201  ___________________________________________________________________
 GQ0201* NAD 83(2007)-  36 55 48.30495(N)    113 55 28.25754(W)     ADJUSTED  
 GQ0201* NAVD 88     -       635.191  (meters)    2083.96   (feet)  ADJUSTED  
 GQ0201  ___________________________________________________________________
 GQ0201  EPOCH DATE  -        2007.00
 GQ0201  X           -  -2,070,303.836 (meters)                     COMP
 GQ0201  Y           -  -4,666,514.421 (meters)                     COMP
 GQ0201  Z           -   3,811,559.837 (meters)                     COMP
 GQ0201  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 GQ0201  ELLIP HEIGHT-         609.360 (meters)          (02/17/09) ADJUSTED
 GQ0201  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 GQ0201  DYNAMIC HT  -         634.546 (meters)    2081.84  (feet)  COMP
 GQ0201  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 GQ0201  OBS GRAVITY -     979,597.1   (mgal)                       GRAV_OBS
 GQ0201
 GQ0201  HORZ ORDER  -  A
 GQ0201  VERT ORDER  -  FIRST     CLASS II
 GQ0201  ELLP ORDER  -  FOURTH    CLASS I
 GQ0201
 GQ0201.The horizontal coordinates were established by GPS observations
 GQ0201.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0201
 GQ0201.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0201.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0201.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0201.The epoch date for horizontal control is a decimal equivalence
 GQ0201.of Year/Month/Day.
 GQ0201
 GQ0201.The orthometric height was determined by differential leveling
 GQ0201.and adjusted in June 1991.
 GQ0201
 GQ0201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0201
 GQ0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0201
 GQ0201.The ellipsoidal height was determined by GPS observations
 GQ0201.and is referenced to NAD 83.
 GQ0201
 GQ0201.The geoid height was determined by GEOID03.
 GQ0201
 GQ0201.The dynamic height is computed by dividing the NAVD 88
 GQ0201.geopotential number by the normal gravity value computed on the
 GQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0201.degrees latitude (g = 980.6199 gals.).
 GQ0201
 GQ0201.The modeled gravity was interpolated from observed gravity values.
 GQ0201.The observed gravity was obtained from relative gravimeter ties
 GQ0201.to the IGSN71 gravity network.
 GQ0201
 GQ0201;                    North         East     Units Scale Factor Converg.
 GQ0201;SPC AZ W     -   657,748.037   197,812.859   MT  0.99993631   -0 06 17.5
 GQ0201;SPC AZ W     - 2,157,966.00    648,992.32   iFT  0.99993631   -0 06 17.5
 GQ0201;UTM  12      - 4,091,112.749   239,518.297   MT  1.00043596   -1 45 29.4
 GQ0201;UTM  11      - 4,091,536.276   773,931.700   MT  1.00052453   +1 50 56.5
 GQ0201
 GQ0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0201!SPC AZ W     -   0.99990438  x   0.99993631  =   0.99984070
 GQ0201!UTM  12      -   0.99990438  x   1.00043596  =   1.00034030
 GQ0201!UTM  11      -   0.99990438  x   1.00052453  =   1.00042886
 GQ0201
 GQ0201                          SUPERSEDED SURVEY CONTROL
 GQ0201
 GQ0201  NAVD 88 (02/17/09)  635.19   (m)         2084.0    (f) LEVELING    3  
 GQ0201
 GQ0201.Superseded values are not recommended for survey control.
 GQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0201.See file dsdata.txt to determine how the superseded data were derived.
 GQ0201
 GQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3951891113(NAD 83)
 GQ0201_MARKER: F = FLANGE-ENCASED ROD
 GQ0201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0201_SP_SET: STAINLESS STEEL ROD
 GQ0201_STAMPING: E 499 1982
 GQ0201_MARK LOGO: NGS   
 GQ0201_PROJECTION: FLUSH
 GQ0201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0201+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0201_ROD/PIPE-DEPTH: 4.2  meters
 GQ0201
 GQ0201  HISTORY     - Date     Condition        Report By
 GQ0201  HISTORY     - 1982     MONUMENTED       NGS
 GQ0201  HISTORY     - 20080910 GOOD             GEOANA
 GQ0201
 GQ0201                          STATION DESCRIPTION
 GQ0201
 GQ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0201'21.3 KM (13.3 MI) NE FROM MESQUITE NV.
 GQ0201'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0201'MESQUITE, THENCE 20.8 KM (13.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0201'AT A TRACK ROAD LEADING EAST, 0.1 KM (0.05 MI) SOUTH OF A POWER LINE
 GQ0201'CROSSING THE HIGHWAY, 21.3 METERS (70 FT) EAST OF THE HIGHWAY
 GQ0201'CENTERLINE, 9.0 METERS (29.5 FT) SOUTH OF THE CENTER OF THE ROAD, 6.7
 GQ0201'METERS (22 FT) SOUTH OF THE SOUTH GATE POST, 0.3 METER (1.0 FT) WEST
 GQ0201'OF THE RIGHT OF WAY FENCE.
 GQ0201'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 GQ0201'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 GQ0201
 GQ0201                          STATION RECOVERY (2008)
 GQ0201
 GQ0201'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0201'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY BRYAN CAMPBELL
 GQ0201'(AMEC) FOLLOWS.
 GQ0201' 
 GQ0201'THE STATION IS LOCATED ABOUT 19.6 MI (31.5 KM) SOUTH-SOUTHWEST OF
 GQ0201'SHIVWITS, 11.6 MI (18.7 KM) NORTHEAST OF MESQUITE AND 3.0 MI (4.8 KM)
 GQ0201'NORTH OF LITTLEFIELD.
 GQ0201' 
 GQ0201'TO REACH FROM THE INTERSECTION OF INTERSTATE 15 AND OLD HIGHWAY 91
 GQ0201'(EXIT 8), TRAVEL NORTH ON OLD HIGHWAY 91 FOR 2.8 MI (4.5 KM) TO THE
 GQ0201'STATION ON THE EAST SIDE OF THE HIGHWAY AND IN THE HIGHWAY
 GQ0201'RIGHT-OF-WAY.
 GQ0201' 
 GQ0201'THE STATION IS 1.0 FT (0.3 M) WEST OF THE EAST RIGHT FENCE, 114 FT (35
 GQ0201'M) NORTH-NORTHEAST FROM MILE MARKER 12, 142 FT (43 M) SOUTHEAST FROM A
 GQ0201'POWER POLE ON WEST SIDE OF HIGHWAY, 58 FT (18 M) EAST OF THE EAST EDGE
 GQ0201'OF PAVEMENT, 423 FT (129 M) SOUTH OF A POWER POLE ON EAST SIDE OF
 GQ0201'HIGHWAY, 27 FT (8.2 M) SOUTH OF THE CENTER OF A VIRGIN RIVER ACCESS
 GQ0201'GATE, AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 GQ0201' 
 GQ0201'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 GQ0201'OF A FIXED HEIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0146 ***********************************************************************
 GP0146  DESIGNATION -  E 50
 GP0146  PID         -  GP0146
 GP0146  STATE/COUNTY-  AZ/COCONINO
 GP0146  USGS QUAD   -  TUBA CITY NE (1969)
 GP0146
 GP0146                         *CURRENT SURVEY CONTROL
 GP0146  ___________________________________________________________________
 GP0146* NAD 83(1986)-  36 10 37.     (N)    111 04 50.     (W)     SCALED    
 GP0146* NAVD 88     -      1587.822  (meters)    5209.38   (feet)  ADJUSTED  
 GP0146  ___________________________________________________________________
 GP0146  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 GP0146  DYNAMIC HT  -        1585.820 (meters)    5202.81  (feet)  COMP
 GP0146  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 GP0146
 GP0146  VERT ORDER  -  FIRST     CLASS II
 GP0146
 GP0146.The horizontal coordinates were scaled from a topographic map and have
 GP0146.an estimated accuracy of +/- 6 seconds.
 GP0146
 GP0146.The orthometric height was determined by differential leveling
 GP0146.and adjusted in June 1991.
 GP0146
 GP0146.The geoid height was determined by GEOID03.
 GP0146
 GP0146.The dynamic height is computed by dividing the NAVD 88
 GP0146.geopotential number by the normal gravity value computed on the
 GP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0146.degrees latitude (g = 980.6199 gals.).
 GP0146
 GP0146.The modeled gravity was interpolated from observed gravity values.
 GP0146
 GP0146;                    North         East    Units  Estimated Accuracy
 GP0146;SPC AZ C     -   574,470.      288,570.      MT  (+/- 180 meters Scaled)
 GP0146
 GP0146                          SUPERSEDED SURVEY CONTROL
 GP0146
 GP0146  NGVD 29 (??/??/92) 1586.887  (m)         5206.31   (f) ADJ UNCH    1 2
 GP0146
 GP0146.Superseded values are not recommended for survey control.
 GP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0146.See file dsdata.txt to determine how the superseded data were derived.
 GP0146
 GP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF927035(NAD 83)
 GP0146_MARKER: DB = BENCH MARK DISK
 GP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0146_STAMPING: E 50 1934
 GP0146_MARK LOGO: CGS   
 GP0146_PROJECTION: PROJECTING 25 CENTIMETERS
 GP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0146+STABILITY: SURFACE MOTION
 GP0146
 GP0146  HISTORY     - Date     Condition        Report By
 GP0146  HISTORY     - 1934     MONUMENTED       CGS
 GP0146  HISTORY     - 1983     GOOD             NGS
 GP0146
 GP0146                          STATION DESCRIPTION
 GP0146
 GP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0146'10.2 MI NE FROM TUBA CITY.
 GP0146'10.2 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0146'COCONINO COUNTY, AT THE JUNCTION OF THE LOWER AND UPPER RED LAKE
 GP0146'ROADS, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE UPPER ROAD, 17 FEET
 GP0146'NORTHWEST OF THE CENTERLINE OF THE LOWER ROAD, AND IN LINE WITH A ROW
 GP0146'OF POLES.  A STANDARD DISK, STAMPED E 50 1934 AND SET IN THE TOP OF A
 GP0146'CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY 164 AND
 GP0146'STATE HIGHWAY 264.  9.0 MILES NORTHEAST OF ALONG U.S. HIGHWAY 164. 75
 GP0146'FT. NORTHWEST OF CENTERLINE OF HIGHWAY.  PROJECTING 1.0 FT.
 GP0146
 GP0146                          STATION RECOVERY (1983)
 GP0146
 GP0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0146'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.9 KM
 GP0146'(9.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0146'STATE HIGHWAY 264 IN TUBA CITY, 96.3 METERS (316.0 FT) NORTHEAST OF
 GP0146'MILEPOST 331, 36.9 METERS (121.1 FT) SOUTHEAST OF A FENCE AND
 GP0146'24.2 METERS (79.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GP0146'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0146'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0798 ***********************************************************************
 ES0798  DESIGNATION -  E 501
 ES0798  PID         -  ES0798
 ES0798  STATE/COUNTY-  AZ/NAVAJO
 ES0798  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0798
 ES0798                         *CURRENT SURVEY CONTROL
 ES0798  ___________________________________________________________________
 ES0798* NAD 83(1986)-  34 41 26.     (N)    110 06 23.     (W)     SCALED    
 ES0798* NAVD 88     -      1709.925  (meters)    5609.98   (feet)  ADJUSTED  
 ES0798  ___________________________________________________________________
 ES0798  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0798  DYNAMIC HT  -        1707.522 (meters)    5602.10  (feet)  COMP
 ES0798  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 ES0798
 ES0798  VERT ORDER  -  FIRST     CLASS II
 ES0798
 ES0798.The horizontal coordinates were scaled from a topographic map and have
 ES0798.an estimated accuracy of +/- 6 seconds.
 ES0798
 ES0798.The orthometric height was determined by differential leveling
 ES0798.and adjusted in June 1991.
 ES0798
 ES0798.The geoid height was determined by GEOID03.
 ES0798
 ES0798.The dynamic height is computed by dividing the NAVD 88
 ES0798.geopotential number by the normal gravity value computed on the
 ES0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0798.degrees latitude (g = 980.6199 gals.).
 ES0798
 ES0798.The modeled gravity was interpolated from observed gravity values.
 ES0798
 ES0798;                    North         East    Units  Estimated Accuracy
 ES0798;SPC AZ E     -   409,250.      218,880.      MT  (+/- 180 meters Scaled)
 ES0798
 ES0798                          SUPERSEDED SURVEY CONTROL
 ES0798
 ES0798.No superseded survey control is available for this station.
 ES0798
 ES0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD818390(NAD 83)
 ES0798_MARKER: DB = BENCH MARK DISK
 ES0798_SETTING: 66 = SET IN ROCK OUTCROP
 ES0798_SP_SET: ROCK OUTCROP
 ES0798_STAMPING: E 501 1983
 ES0798_MARK LOGO: NGS   
 ES0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0798+STABILITY: POSITION/ELEVATION WELL
 ES0798
 ES0798  HISTORY     - Date     Condition        Report By
 ES0798  HISTORY     - 1983     MONUMENTED       NGS
 ES0798
 ES0798                          STATION DESCRIPTION
 ES0798
 ES0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0798'24.4 KM (15.15 MI) SOUT FROM HOLBROOK.
 ES0798'24.4 KM (15.15 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0798'WITH HOPI DRIVE IN HOLBROOK, IN THE CENTER OF THE SOUTHERN 1/2 OF AN
 ES0798'EXPOSED AREA OF BEDROCK ON TOP OF A HIGHWAY CUT, 19.1 METERS (62.7 FT)
 ES0798'WEST OF THE CENTERLINE OF THE HIGHWAY, 11.2 METERS (36.7 FT) EAST OF A
 ES0798'FENCE AND 10.0 METERS (32.8 FT) NORTH OF THE SOUTH END OF THE CUT.
 ES0798'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0798'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0823 ***********************************************************************
 ES0823  DESIGNATION -  E 502
 ES0823  PID         -  ES0823
 ES0823  STATE/COUNTY-  AZ/NAVAJO
 ES0823  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0823
 ES0823                         *CURRENT SURVEY CONTROL
 ES0823  ___________________________________________________________________
 ES0823* NAD 83(1986)-  34 20 28.     (N)    110 03 03.     (W)     SCALED    
 ES0823* NAVD 88     -      1912.554  (meters)    6274.77   (feet)  ADJUSTED  
 ES0823  ___________________________________________________________________
 ES0823  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0823  DYNAMIC HT  -        1909.733 (meters)    6265.52  (feet)  COMP
 ES0823  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 ES0823
 ES0823  VERT ORDER  -  FIRST     CLASS II
 ES0823
 ES0823.The horizontal coordinates were scaled from a topographic map and have
 ES0823.an estimated accuracy of +/- 6 seconds.
 ES0823
 ES0823.The orthometric height was determined by differential leveling
 ES0823.and adjusted in June 1991.
 ES0823
 ES0823.The geoid height was determined by GEOID03.
 ES0823
 ES0823.The dynamic height is computed by dividing the NAVD 88
 ES0823.geopotential number by the normal gravity value computed on the
 ES0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0823.degrees latitude (g = 980.6199 gals.).
 ES0823
 ES0823.The modeled gravity was interpolated from observed gravity values.
 ES0823
 ES0823;                    North         East    Units  Estimated Accuracy
 ES0823;SPC AZ E     -   370,490.      224,020.      MT  (+/- 180 meters Scaled)
 ES0823
 ES0823                          SUPERSEDED SURVEY CONTROL
 ES0823
 ES0823.No superseded survey control is available for this station.
 ES0823
 ES0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD873003(NAD 83)
 ES0823_MARKER: DB = BENCH MARK DISK
 ES0823_SETTING: 66 = SET IN ROCK OUTCROP
 ES0823_SP_SET: ROCK OUTCROP
 ES0823_STAMPING: E 502 1983
 ES0823_MARK LOGO: NGS   
 ES0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0823+STABILITY: POSITION/ELEVATION WELL
 ES0823
 ES0823  HISTORY     - Date     Condition        Report By
 ES0823  HISTORY     - 1983     MONUMENTED       NGS
 ES0823  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 ES0823
 ES0823                          STATION DESCRIPTION
 ES0823
 ES0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0823'10.7 KM (6.65 MI) NORTH FROM SHOW LOW.
 ES0823'10.7 KM (6.65 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0823'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.6 KM (0.35 MI) NORTH OF MILEPOST
 ES0823'348, NEAR THE SOUTH END OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY
 ES0823'CUT, 36.0 METERS (118.1 FT) NORTH OF THE SOUTH END OF THE CUT, 23.8
 ES0823'METERS (78.1 FT) WEST OF A FENCE AND 6.8 METERS (23.3 FT) EAST OF THE
 ES0823'CENTERLINE OF THE HIGHWAY.
 ES0823'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0823'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0823
 ES0823                          STATION RECOVERY (2004)
 ES0823
 ES0823'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0385 ***********************************************************************
 FP0385  DESIGNATION -  E 503
 FP0385  PID         -  FP0385
 FP0385  STATE/COUNTY-  AZ/APACHE
 FP0385  USGS QUAD   -  HOUCK (1971)
 FP0385
 FP0385                         *CURRENT SURVEY CONTROL
 FP0385  ___________________________________________________________________
 FP0385* NAD 83(1986)-  35 17 19.     (N)    109 09 28.     (W)     SCALED    
 FP0385* NAVD 88     -      1865.057  (meters)    6118.94   (feet)  ADJUSTED  
 FP0385  ___________________________________________________________________
 FP0385  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 FP0385  DYNAMIC HT  -        1862.438 (meters)    6110.35  (feet)  COMP
 FP0385  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 FP0385
 FP0385  VERT ORDER  -  FIRST     CLASS II
 FP0385
 FP0385.The horizontal coordinates were scaled from a topographic map and have
 FP0385.an estimated accuracy of +/- 6 seconds.
 FP0385
 FP0385.The orthometric height was determined by differential leveling
 FP0385.and adjusted in June 1991.
 FP0385
 FP0385.The geoid height was determined by GEOID03.
 FP0385
 FP0385.The dynamic height is computed by dividing the NAVD 88
 FP0385.geopotential number by the normal gravity value computed on the
 FP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0385.degrees latitude (g = 980.6199 gals.).
 FP0385
 FP0385.The modeled gravity was interpolated from observed gravity values.
 FP0385
 FP0385;                    North         East    Units  Estimated Accuracy
 FP0385;SPC AZ E     -   476,060.      305,130.      MT  (+/- 180 meters Scaled)
 FP0385
 FP0385                          SUPERSEDED SURVEY CONTROL
 FP0385
 FP0385.No superseded survey control is available for this station.
 FP0385
 FP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE675066(NAD 83)
 FP0385_MARKER: DB = BENCH MARK DISK
 FP0385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0385_SP_SET: PIER
 FP0385_STAMPING: E 503 1983
 FP0385_MARK LOGO: NGS   
 FP0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0385+STABILITY: POSITION/ELEVATION WELL
 FP0385
 FP0385  HISTORY     - Date     Condition        Report By
 FP0385  HISTORY     - 1983     MONUMENTED       NGS
 FP0385
 FP0385                          STATION DESCRIPTION
 FP0385
 FP0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0385'28.8 KM (17.9 MI) NE FROM CHAMBERS.
 FP0385'28.8 KM (17.9 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0385'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, SET
 FP0385'VERTICALLY IN THE SOUTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 4
 FP0385'PIERS OF THE ALLENTOWN ROAD OVERPASS OF THE HIGHWAY AND 7.4 METERS
 FP0385'(24.3 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 FP0385'THE HIGHWAY.
 FP0385'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0783 ***********************************************************************
 ES0783  DESIGNATION -  E 504
 ES0783  PID         -  ES0783
 ES0783  STATE/COUNTY-  AZ/NAVAJO
 ES0783  USGS QUAD   -  JOSEPH CITY (1986)
 ES0783
 ES0783                         *CURRENT SURVEY CONTROL
 ES0783  ___________________________________________________________________
 ES0783* NAD 83(1986)-  34 57 34.     (N)    110 22 06.     (W)     SCALED    
 ES0783* NAVD 88     -      1514.774  (meters)    4969.72   (feet)  ADJUSTED  
 ES0783  ___________________________________________________________________
 ES0783  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0783  DYNAMIC HT  -        1512.742 (meters)    4963.05  (feet)  COMP
 ES0783  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 ES0783
 ES0783  VERT ORDER  -  FIRST     CLASS II
 ES0783
 ES0783.The horizontal coordinates were scaled from a topographic map and have
 ES0783.an estimated accuracy of +/- 6 seconds.
 ES0783
 ES0783.The orthometric height was determined by differential leveling
 ES0783.and adjusted in June 1991.
 ES0783
 ES0783.The geoid height was determined by GEOID03.
 ES0783
 ES0783.The dynamic height is computed by dividing the NAVD 88
 ES0783.geopotential number by the normal gravity value computed on the
 ES0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0783.degrees latitude (g = 980.6199 gals.).
 ES0783
 ES0783.The modeled gravity was interpolated from observed gravity values.
 ES0783
 ES0783;                    North         East    Units  Estimated Accuracy
 ES0783;SPC AZ E     -   439,090.      194,940.      MT  (+/- 180 meters Scaled)
 ES0783
 ES0783                          SUPERSEDED SURVEY CONTROL
 ES0783
 ES0783.No superseded survey control is available for this station.
 ES0783
 ES0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD576687(NAD 83)
 ES0783_MARKER: I = METAL ROD
 ES0783_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0783_SP_SET: STAINLESS STEEL ROD
 ES0783_STAMPING: E 504 1983
 ES0783_MARK LOGO: NGS   
 ES0783_PROJECTION: FLUSH
 ES0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0783+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 ES0783_ROD/PIPE-DEPTH: 24.4 meters
 ES0783
 ES0783  HISTORY     - Date     Condition        Report By
 ES0783  HISTORY     - 1983     MONUMENTED       NGS
 ES0783  HISTORY     - 20050525 GOOD             NGS
 ES0783
 ES0783                          STATION DESCRIPTION
 ES0783
 ES0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0783'3.4 KM (2.1 MI) WEST FROM JOSEPH CITY.
 ES0783'3.4 KM (2.1 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 ES0783'40 FROM THE POST OFFICE IN JOSEPH CITY, 44.2 METERS (145.0 FT) SOUTH
 ES0783'OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 40,
 ES0783'14.2 METERS (46.6 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66 AND
 ES0783'5.8 METERS (19.0 FT) WEST OF THE CENTER OF A PAVED FIELD ENTRANCE.
 ES0783'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0783'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 ES0783'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 ES0783
 ES0783                          STATION RECOVERY (2005)
 ES0783
 ES0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0783'OLD US 66 IS NOW FRONTAGE ROAD FOR INTERSTATE 40, ALTHOUGH THE SECTION
 ES0783'OF ROAD NEXT TO MARK IS A REALIGNMENT FROM ORIGINAL US 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0480 ***********************************************************************
 GP0480  DESIGNATION -  E 505
 GP0480  PID         -  GP0480
 GP0480  STATE/COUNTY-  AZ/COCONINO
 GP0480  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0480
 GP0480                         *CURRENT SURVEY CONTROL
 GP0480  ___________________________________________________________________
 GP0480* NAD 83(1986)-  36 09 31.     (N)    111 23 03.     (W)     SCALED    
 GP0480* NAVD 88     -      1449.911  (meters)    4756.92   (feet)  ADJUSTED  
 GP0480  ___________________________________________________________________
 GP0480  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0480  DYNAMIC HT  -        1448.131 (meters)    4751.08  (feet)  COMP
 GP0480  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 GP0480
 GP0480  VERT ORDER  -  FIRST     CLASS II
 GP0480
 GP0480.The horizontal coordinates were scaled from a topographic map and have
 GP0480.an estimated accuracy of +/- 6 seconds.
 GP0480
 GP0480.The orthometric height was determined by differential leveling
 GP0480.and adjusted in June 1991.
 GP0480
 GP0480.The geoid height was determined by GEOID03.
 GP0480
 GP0480.The dynamic height is computed by dividing the NAVD 88
 GP0480.geopotential number by the normal gravity value computed on the
 GP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0480.degrees latitude (g = 980.6199 gals.).
 GP0480
 GP0480.The modeled gravity was interpolated from observed gravity values.
 GP0480
 GP0480;                    North         East    Units  Estimated Accuracy
 GP0480;SPC AZ C     -   572,240.      261,270.      MT  (+/- 180 meters Scaled)
 GP0480
 GP0480                          SUPERSEDED SURVEY CONTROL
 GP0480
 GP0480.No superseded survey control is available for this station.
 GP0480
 GP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF654016(NAD 83)
 GP0480_MARKER: I = METAL ROD
 GP0480_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0480+WITH SETTING: INFORMATION.
 GP0480_SP_SET: SHALLOW SET METAL ROD
 GP0480_STAMPING: E 505 1983
 GP0480_MARK LOGO: NGS   
 GP0480_PROJECTION: FLUSH
 GP0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0480_ROD/PIPE-DEPTH: 1.2  meters
 GP0480
 GP0480  HISTORY     - Date     Condition        Report By
 GP0480  HISTORY     - 1983     MONUMENTED       NGS
 GP0480
 GP0480                          STATION DESCRIPTION
 GP0480
 GP0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0480'19.1 KM (11.85 MI) SW FROM TUBA CITY.
 GP0480'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0480'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 10.5 KM (6.5 MI)
 GP0480'NORTHWESTERLY ALONG COUNTY ROAD 23, 1.9 KM (1.2 MI) SOUTHEAST OF THE
 GP0480'INTERSECTION OF U.S. HIGHWAY 89, AND 12.5 METERS (41.0 FT) SOUTHWEST
 GP0480'OF THE CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT 4.0 FEET.
 GP0480'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0480'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0480'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0457 ***********************************************************************
 GP0457  DESIGNATION -  E 506
 GP0457  PID         -  GP0457
 GP0457  STATE/COUNTY-  AZ/COCONINO
 GP0457  USGS QUAD   -  TUBA CITY NE (1969)
 GP0457
 GP0457                         *CURRENT SURVEY CONTROL
 GP0457  ___________________________________________________________________
 GP0457* NAD 83(1986)-  36 12 13.     (N)    111 03 20.     (W)     SCALED    
 GP0457* NAVD 88     -      1625.821  (meters)    5334.05   (feet)  ADJUSTED  
 GP0457  ___________________________________________________________________
 GP0457  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0457  DYNAMIC HT  -        1623.774 (meters)    5327.33  (feet)  COMP
 GP0457  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 GP0457
 GP0457  VERT ORDER  -  FIRST     CLASS II
 GP0457
 GP0457.The horizontal coordinates were scaled from a topographic map and have
 GP0457.an estimated accuracy of +/- 6 seconds.
 GP0457
 GP0457.The orthometric height was determined by differential leveling
 GP0457.and adjusted in June 1991.
 GP0457
 GP0457.The geoid height was determined by GEOID03.
 GP0457
 GP0457.The dynamic height is computed by dividing the NAVD 88
 GP0457.geopotential number by the normal gravity value computed on the
 GP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0457.degrees latitude (g = 980.6199 gals.).
 GP0457
 GP0457.The modeled gravity was interpolated from observed gravity values.
 GP0457
 GP0457;                    North         East    Units  Estimated Accuracy
 GP0457;SPC AZ C     -   577,450.      290,790.      MT  (+/- 180 meters Scaled)
 GP0457
 GP0457                          SUPERSEDED SURVEY CONTROL
 GP0457
 GP0457.No superseded survey control is available for this station.
 GP0457
 GP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF950065(NAD 83)
 GP0457_MARKER: I = METAL ROD
 GP0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0457_SP_SET: STAINLESS STEEL ROD
 GP0457_STAMPING: E 506 1983
 GP0457_MARK LOGO: NGS   
 GP0457_PROJECTION: FLUSH
 GP0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0457_ROD/PIPE-DEPTH: 3.4  meters
 GP0457
 GP0457  HISTORY     - Date     Condition        Report By
 GP0457  HISTORY     - 1983     MONUMENTED       NGS
 GP0457
 GP0457                          STATION DESCRIPTION
 GP0457
 GP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0457'18.7 KM (11.6 MI) NE FROM TUBA CITY.
 GP0457'18.7 KM (11.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0457'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI)
 GP0457'NORTHEAST OF MILEPOST 333, AND 30.8 METERS (101.0 FT) SOUTHEAST OF THE
 GP0457'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 GP0457'A 5-INCH LOGO CAP.
 GP0457'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0457'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0392 ***********************************************************************
 GP0392  DESIGNATION -  E 507
 GP0392  PID         -  GP0392
 GP0392  STATE/COUNTY-  AZ/NAVAJO
 GP0392  USGS QUAD   -  TSEYI-HATSOSI (1988)
 GP0392
 GP0392                         *CURRENT SURVEY CONTROL
 GP0392  ___________________________________________________________________
 GP0392* NAD 83(1986)-  36 52 17.     (N)    110 15 31.     (W)     SCALED    
 GP0392* NAVD 88     -      1612.352  (meters)    5289.86   (feet)  ADJUSTED  
 GP0392  ___________________________________________________________________
 GP0392  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 GP0392  DYNAMIC HT  -        1610.466 (meters)    5283.67  (feet)  COMP
 GP0392  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 GP0392
 GP0392  VERT ORDER  -  FIRST     CLASS II
 GP0392
 GP0392.The horizontal coordinates were scaled from a topographic map and have
 GP0392.an estimated accuracy of +/- 6 seconds.
 GP0392
 GP0392.The orthometric height was determined by differential leveling
 GP0392.and adjusted in June 1991.
 GP0392
 GP0392.The geoid height was determined by GEOID03.
 GP0392
 GP0392.The dynamic height is computed by dividing the NAVD 88
 GP0392.geopotential number by the normal gravity value computed on the
 GP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0392.degrees latitude (g = 980.6199 gals.).
 GP0392
 GP0392.The modeled gravity was interpolated from observed gravity values.
 GP0392
 GP0392;                    North         East    Units  Estimated Accuracy
 GP0392;SPC AZ E     -   651,200.      205,160.      MT  (+/- 180 meters Scaled)
 GP0392
 GP0392                          SUPERSEDED SURVEY CONTROL
 GP0392
 GP0392.No superseded survey control is available for this station.
 GP0392
 GP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF660808(NAD 83)
 GP0392_MARKER: I = METAL ROD
 GP0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0392_SP_SET: STAINLESS STEEL ROD
 GP0392_STAMPING: E 507 1983
 GP0392_MARK LOGO: NGS   
 GP0392_PROJECTION: FLUSH
 GP0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0392_ROD/PIPE-DEPTH: 3.7  meters
 GP0392
 GP0392  HISTORY     - Date     Condition        Report By
 GP0392  HISTORY     - 1983     MONUMENTED       NGS
 GP0392
 GP0392                          STATION DESCRIPTION
 GP0392
 GP0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0392'21.3 KM (13.25 MI) NORT FROM KAYENTA.
 GP0392'21.3 KM (13.25 NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0392'U.S. HIGHWAY 160 IN KAYENTA, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 407,
 GP0392'22.9 METERS (75.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0392'11.8 METERS (38.7 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING EAST.
 GP0392'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0392'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GP0392'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0376 ***********************************************************************
 GP0376  DESIGNATION -  E 508
 GP0376  PID         -  GP0376
 GP0376  STATE/COUNTY-  AZ/COCONINO
 GP0376  USGS QUAD   -  THE GAP (1981)
 GP0376
 GP0376                         *CURRENT SURVEY CONTROL
 GP0376  ___________________________________________________________________
 GP0376* NAD 83(1986)-  36 19 27.     (N)    111 28 57.     (W)     SCALED    
 GP0376* NAVD 88     -      1655.999  (meters)    5433.06   (feet)  ADJUSTED  
 GP0376  ___________________________________________________________________
 GP0376  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0376  DYNAMIC HT  -        1653.920 (meters)    5426.24  (feet)  COMP
 GP0376  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 GP0376
 GP0376  VERT ORDER  -  FIRST     CLASS II
 GP0376
 GP0376.The horizontal coordinates were scaled from a topographic map and have
 GP0376.an estimated accuracy of +/- 6 seconds.
 GP0376
 GP0376.The orthometric height was determined by differential leveling
 GP0376.and adjusted in June 1991.
 GP0376
 GP0376.The geoid height was determined by GEOID03.
 GP0376
 GP0376.The dynamic height is computed by dividing the NAVD 88
 GP0376.geopotential number by the normal gravity value computed on the
 GP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0376.degrees latitude (g = 980.6199 gals.).
 GP0376
 GP0376.The modeled gravity was interpolated from observed gravity values.
 GP0376
 GP0376;                    North         East    Units  Estimated Accuracy
 GP0376;SPC AZ C     -   590,570.      252,340.      MT  (+/- 180 meters Scaled)
 GP0376
 GP0376                          SUPERSEDED SURVEY CONTROL
 GP0376
 GP0376.No superseded survey control is available for this station.
 GP0376
 GP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF566200(NAD 83)
 GP0376_MARKER: DB = BENCH MARK DISK
 GP0376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0376_SP_SET: HEADWALL
 GP0376_STAMPING: E 508 1983
 GP0376_MARK LOGO: NGS   
 GP0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0376+STABILITY: POSITION/ELEVATION WELL
 GP0376
 GP0376  HISTORY     - Date     Condition        Report By
 GP0376  HISTORY     - 1983     MONUMENTED       NGS
 GP0376  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 GP0376
 GP0376                          STATION DESCRIPTION
 GP0376
 GP0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0376'3.1 KM (1.9 MI) NW FROM THE GAP.
 GP0376'3.1 KM (1.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0376'AT THE GAP, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 GP0376'SITTING ON BEDROCK FOR A DOUBLE CHANNEL BRIDGE OVER A DRY WASH,
 GP0376'62.5 METERS (205 FT) SOUTHEAST OF MILEPOST 500, 11.1 METERS (36.5 FT)
 GP0376'SOUTHWEST OF THE HIGHWAY CENTERLINE.
 GP0376'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 GP0376
 GP0376                          STATION RECOVERY (1993)
 GP0376
 GP0376'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0265 ***********************************************************************
 GP0265  DESIGNATION -  E 51
 GP0265  PID         -  GP0265
 GP0265  STATE/COUNTY-  AZ/COCONINO
 GP0265  USGS QUAD   -  EMMETT WASH (1985)
 GP0265
 GP0265                         *CURRENT SURVEY CONTROL
 GP0265  ___________________________________________________________________
 GP0265* NAD 83(1986)-  36 41 02.     (N)    111 50 32.     (W)     SCALED    
 GP0265* NAVD 88     -      1455.164  (meters)    4774.15   (feet)  POSTED    
 GP0265  ___________________________________________________________________
 GP0265  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GP0265  DYNAMIC HT  -        1453.450 (meters)    4768.53  (feet)  COMP
 GP0265  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 GP0265
 GP0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0265
 GP0265.The horizontal coordinates were scaled from a topographic map and have
 GP0265.an estimated accuracy of +/- 6 seconds.
 GP0265
 GP0265.The orthometric height was determined by differential leveling
 GP0265.and adjusted by the  in 1992.
 GP0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0265.rate of 0.0 thru 1.0 mm/km.
 GP0265
 GP0265.The geoid height was determined by GEOID03.
 GP0265
 GP0265.The dynamic height is computed by dividing the NAVD 88
 GP0265.geopotential number by the normal gravity value computed on the
 GP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0265.degrees latitude (g = 980.6199 gals.).
 GP0265
 GP0265.The modeled gravity was interpolated from observed gravity values.
 GP0265
 GP0265;                    North         East    Units  Estimated Accuracy
 GP0265;SPC AZ C     -   630,400.      220,010.      MT  (+/- 180 meters Scaled)
 GP0265
 GP0265                          SUPERSEDED SURVEY CONTROL
 GP0265
 GP0265  NGVD 29 (??/??/92) 1454.223  (m)         4771.06   (f) ADJ UNCH    1 2
 GP0265
 GP0265.Superseded values are not recommended for survey control.
 GP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0265.See file dsdata.txt to determine how the superseded data were derived.
 GP0265
 GP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF247601(NAD 83)
 GP0265_MARKER: DB = BENCH MARK DISK
 GP0265_SETTING: 66 = SET IN ROCK OUTCROP
 GP0265_SP_SET: SANDSTONE OUTCROP
 GP0265_STAMPING: E 51 1934
 GP0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0265+STABILITY: POSITION/ELEVATION WELL
 GP0265
 GP0265  HISTORY     - Date     Condition        Report By
 GP0265  HISTORY     - 1934     MONUMENTED       CGS
 GP0265  HISTORY     - 1954     MARK NOT FOUND   NGS
 GP0265
 GP0265                          STATION DESCRIPTION
 GP0265
 GP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0265'15.5 MI SW FROM MARBLE CANYON.
 GP0265'15.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0265'MARBLE CANYON, COCONINO COUNTY, 70 YARDS NORTHEAST OF TWO LARGE
 GP0265'CONCRETE PLATFORMS NEARLY FLUSH WITH THE GROUND, 40 FEET WEST OF THE
 GP0265'END OF A SMALL CUT, 64 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN
 GP0265'THE TOP OF A GRAY SANDSTONE OUTCROP, AND ABOUT 3 FEET ABOVE THE
 GP0265'HIGHWAY.  A STANDARD DISK, STAMPED E 51 1934.  NOTE-- IT WAS REPORTED
 GP0265'AT THAT TIME THAT THERE HAS BEEN CONSIDERABLE ROAD WORK IN THIS
 GP0265'LOCALITY.
 GP0265
 GP0265                          STATION RECOVERY (1954)
 GP0265
 GP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GP0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0506 ***********************************************************************
 FQ0506  DESIGNATION -  E 510
 FQ0506  PID         -  FQ0506
 FQ0506  STATE/COUNTY-  AZ/COCONINO
 FQ0506  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0506
 FQ0506                         *CURRENT SURVEY CONTROL
 FQ0506  ___________________________________________________________________
 FQ0506* NAD 83(1986)-  35 50 10.     (N)    111 26 15.     (W)     SCALED    
 FQ0506* NAVD 88     -      1370.792  (meters)    4497.34   (feet)  ADJUSTED  
 FQ0506  ___________________________________________________________________
 FQ0506  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0506  DYNAMIC HT  -        1369.071 (meters)    4491.69  (feet)  COMP
 FQ0506  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 FQ0506
 FQ0506  VERT ORDER  -  FIRST     CLASS II
 FQ0506
 FQ0506.The horizontal coordinates were scaled from a topographic map and have
 FQ0506.an estimated accuracy of +/- 6 seconds.
 FQ0506
 FQ0506.The orthometric height was determined by differential leveling
 FQ0506.and adjusted in June 1991.
 FQ0506
 FQ0506.The geoid height was determined by GEOID03.
 FQ0506
 FQ0506.The dynamic height is computed by dividing the NAVD 88
 FQ0506.geopotential number by the normal gravity value computed on the
 FQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0506.degrees latitude (g = 980.6199 gals.).
 FQ0506
 FQ0506.The modeled gravity was interpolated from observed gravity values.
 FQ0506
 FQ0506;                    North         East    Units  Estimated Accuracy
 FQ0506;SPC AZ C     -   536,440.      256,650.      MT  (+/- 180 meters Scaled)
 FQ0506
 FQ0506                          SUPERSEDED SURVEY CONTROL
 FQ0506
 FQ0506.No superseded survey control is available for this station.
 FQ0506
 FQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE604658(NAD 83)
 FQ0506_MARKER: DB = BENCH MARK DISK
 FQ0506_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0506_SP_SET: ROCK OUTCROP
 FQ0506_STAMPING: E 510 1983
 FQ0506_MARK LOGO: NGS   
 FQ0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0506+STABILITY: POSITION/ELEVATION WELL
 FQ0506
 FQ0506  HISTORY     - Date     Condition        Report By
 FQ0506  HISTORY     - 1983     MONUMENTED       NGS
 FQ0506
 FQ0506                          STATION DESCRIPTION
 FQ0506
 FQ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0506'5.1 KM (3.2 MI) SOUTH FROM CAMERON.
 FQ0506'5.1 KM (3.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0506'CAMERON, IN TOP OF A SANDSTONE CUT BETWEEN A HIGH CUT AND A CULVERT,
 FQ0506'0.2 KM (0.1 MI) NORTH OF A POWER TOWER CROSSING, 0.6 KM (0.4 MI) SOUTH
 FQ0506'OF MILEPOST 464, 13.7 METERS (45 FT) WEST OF THE HIGHWAY CENTERLINE,
 FQ0506'53.3 METERS (175 FT) NORTH OF THE WEST END OF A BOX CULVERT, 18.8
 FQ0506'METERS (62 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0506'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0506'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0498 ***********************************************************************
 FQ0498  DESIGNATION -  E 511
 FQ0498  PID         -  FQ0498
 FQ0498  STATE/COUNTY-  AZ/COCONINO
 FQ0498  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0498
 FQ0498                         *CURRENT SURVEY CONTROL
 FQ0498  ___________________________________________________________________
 FQ0498* NAD 83(1986)-  35 45 00.     (N)    111 28 21.     (W)     SCALED    
 FQ0498* NAVD 88     -      1526.346  (meters)    5007.69   (feet)  ADJUSTED  
 FQ0498  ___________________________________________________________________
 FQ0498  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FQ0498  DYNAMIC HT  -        1524.392 (meters)    5001.28  (feet)  COMP
 FQ0498  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 FQ0498
 FQ0498  VERT ORDER  -  FIRST     CLASS II
 FQ0498
 FQ0498.The horizontal coordinates were scaled from a topographic map and have
 FQ0498.an estimated accuracy of +/- 6 seconds.
 FQ0498
 FQ0498.The orthometric height was determined by differential leveling
 FQ0498.and adjusted in June 1991.
 FQ0498
 FQ0498.The geoid height was determined by GEOID03.
 FQ0498
 FQ0498.The dynamic height is computed by dividing the NAVD 88
 FQ0498.geopotential number by the normal gravity value computed on the
 FQ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0498.degrees latitude (g = 980.6199 gals.).
 FQ0498
 FQ0498.The modeled gravity was interpolated from observed gravity values.
 FQ0498
 FQ0498;                    North         East    Units  Estimated Accuracy
 FQ0498;SPC AZ C     -   526,870.      253,530.      MT  (+/- 180 meters Scaled)
 FQ0498
 FQ0498                          SUPERSEDED SURVEY CONTROL
 FQ0498
 FQ0498.No superseded survey control is available for this station.
 FQ0498
 FQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE572563(NAD 83)
 FQ0498_MARKER: DB = BENCH MARK DISK
 FQ0498_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0498_SP_SET: ROCK OUTCROP
 FQ0498_STAMPING: E 511 1983
 FQ0498_MARK LOGO: NGS   
 FQ0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0498+STABILITY: POSITION/ELEVATION WELL
 FQ0498
 FQ0498  HISTORY     - Date     Condition        Report By
 FQ0498  HISTORY     - 1983     MONUMENTED       NGS
 FQ0498
 FQ0498                          STATION DESCRIPTION
 FQ0498
 FQ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0498'15.1 KM (9.4 MI) SOUTH FROM CAMERON.
 FQ0498'15.1 KM (9.4 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0498'CAMERON, ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A HIGHWAY
 FQ0498'MAINTENANCE YARD, IN TOP OF A 3 BY 10 FOOT PORTION OF OUTCROP, 0.5 KM
 FQ0498'(0.3 MI) NORTH OF GREY MOUNTAIN TRADING POST, 18.2 METERS (60 FT) WEST
 FQ0498'OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) EAST OF THE RIGHT OF
 FQ0498'WAY FENCE, 11.8 METERS (39 FT) WEST OF THE SOUTH END OF A HEADWALL.
 FQ0498'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FQ0498'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0432 ***********************************************************************
 GP0432  DESIGNATION -  E 512
 GP0432  PID         -  GP0432
 GP0432  STATE/COUNTY-  AZ/NAVAJO
 GP0432  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0432
 GP0432                         *CURRENT SURVEY CONTROL
 GP0432  ___________________________________________________________________
 GP0432* NAD 83(1986)-  36 26 34.     (N)    110 44 12.     (W)     SCALED    
 GP0432* NAVD 88     -      1878.831  (meters)    6164.13   (feet)  ADJUSTED  
 GP0432  ___________________________________________________________________
 GP0432  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 GP0432  DYNAMIC HT  -        1876.461 (meters)    6156.36  (feet)  COMP
 GP0432  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 GP0432
 GP0432  VERT ORDER  -  FIRST     CLASS II
 GP0432
 GP0432.The horizontal coordinates were scaled from a topographic map and have
 GP0432.an estimated accuracy of +/- 6 seconds.
 GP0432
 GP0432.The orthometric height was determined by differential leveling
 GP0432.and adjusted in June 1991.
 GP0432
 GP0432.The geoid height was determined by GEOID03.
 GP0432
 GP0432.The dynamic height is computed by dividing the NAVD 88
 GP0432.geopotential number by the normal gravity value computed on the
 GP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0432.degrees latitude (g = 980.6199 gals.).
 GP0432
 GP0432.The modeled gravity was interpolated from observed gravity values.
 GP0432
 GP0432;                    North         East    Units  Estimated Accuracy
 GP0432;SPC AZ E     -   603,790.      162,260.      MT  (+/- 180 meters Scaled)
 GP0432
 GP0432                          SUPERSEDED SURVEY CONTROL
 GP0432
 GP0432.No superseded survey control is available for this station.
 GP0432
 GP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF236330(NAD 83)
 GP0432_MARKER: I = METAL ROD
 GP0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0432_SP_SET: STAINLESS STEEL ROD
 GP0432_STAMPING: E 512 1983
 GP0432_MARK LOGO: NGS   
 GP0432_PROJECTION: FLUSH
 GP0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0432_ROD/PIPE-DEPTH: 8.0  meters
 GP0432
 GP0432  HISTORY     - Date     Condition        Report By
 GP0432  HISTORY     - 1983     MONUMENTED       NGS
 GP0432
 GP0432                          STATION DESCRIPTION
 GP0432
 GP0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0432'55.4 KM (34.4 MI) SW FROM KATENTA.
 GP0432'55.4 KM (34.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0432'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 4.4 KM (2.75 MI) SOUTHWEST
 GP0432'OF THE JUNCTION OF STATE HIGHWAY 98, 0.2 KM (0.1 MI) SOUTHWEST OF
 GP0432'MILEPOST 370, 60.7 METERS (199.1 FT) NORTHWEST OF THE CENTERLINE OF
 GP0432'THE HIGHWAY, 22.0 METERS (72.2 FT) NORTHWEST OF THE CENTER OF A DIRT
 GP0432'ROAD LEADING NORTHEAST, AND 7.2 METERS (23.6 FT) NORTHEAST OF THE
 GP0432'CENTER OF A GATE AND DIRT DRIVEWAY LEADING NORTHWEST.  NOTE=ACCESS TO
 GP0432'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0432'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0432'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0406 ***********************************************************************
 GP0406  DESIGNATION -  E 513
 GP0406  PID         -  GP0406
 GP0406  STATE/COUNTY-  AZ/NAVAJO
 GP0406  USGS QUAD   -  KAYENTA WEST (1968)
 GP0406
 GP0406                         *CURRENT SURVEY CONTROL
 GP0406  ___________________________________________________________________
 GP0406* NAD 83(1986)-  36 41 57.     (N)    110 19 50.     (W)     SCALED    
 GP0406* NAVD 88     -      1808.681  (meters)    5933.98   (feet)  ADJUSTED  
 GP0406  ___________________________________________________________________
 GP0406  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GP0406  DYNAMIC HT  -        1806.448 (meters)    5926.65  (feet)  COMP
 GP0406  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 GP0406
 GP0406  VERT ORDER  -  FIRST     CLASS II
 GP0406
 GP0406.The horizontal coordinates were scaled from a topographic map and have
 GP0406.an estimated accuracy of +/- 6 seconds.
 GP0406
 GP0406.The orthometric height was determined by differential leveling
 GP0406.and adjusted in June 1991.
 GP0406
 GP0406.The geoid height was determined by GEOID03.
 GP0406
 GP0406.The dynamic height is computed by dividing the NAVD 88
 GP0406.geopotential number by the normal gravity value computed on the
 GP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0406.degrees latitude (g = 980.6199 gals.).
 GP0406
 GP0406.The modeled gravity was interpolated from observed gravity values.
 GP0406
 GP0406;                    North         East    Units  Estimated Accuracy
 GP0406;SPC AZ E     -   632,100.      198,720.      MT  (+/- 180 meters Scaled)
 GP0406
 GP0406                          SUPERSEDED SURVEY CONTROL
 GP0406
 GP0406.No superseded survey control is available for this station.
 GP0406
 GP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF597617(NAD 83)
 GP0406_MARKER: I = METAL ROD
 GP0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0406_SP_SET: STAINLESS STEEL ROD
 GP0406_STAMPING: E 513 1983
 GP0406_MARK LOGO: NGS   
 GP0406_PROJECTION: FLUSH
 GP0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0406_ROD/PIPE-DEPTH: 3.1  meters
 GP0406
 GP0406  HISTORY     - Date     Condition        Report By
 GP0406  HISTORY     - 1983     MONUMENTED       NGS
 GP0406
 GP0406                          STATION DESCRIPTION
 GP0406
 GP0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0406'7.5 KM (4.65 MI) SW FROM KAYENTA.
 GP0406'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0406'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.3 KM (0.2 MI) SOUTHWEST
 GP0406'OF MILEPOST 389, 84.0 METERS (275.6 FT) SOUTHWEST OF A FENCE CORNER,
 GP0406'AND 30.2 METERS (99.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GP0406'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0406'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 GP0406'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2497 ***********************************************************************
 CZ2497  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2497  DESIGNATION -  E 516
 CZ2497  PID         -  CZ2497
 CZ2497  STATE/COUNTY-  AZ/PINAL
 CZ2497  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2497
 CZ2497                         *CURRENT SURVEY CONTROL
 CZ2497  ___________________________________________________________________
 CZ2497* NAD 83(2007)-  32 37 55.12342(N)    111 33 03.93061(W)     ADJUSTED  
 CZ2497* NAVD 88     -       503.08   (meters)    1650.5    (feet)  GPS OBS   
 CZ2497  ___________________________________________________________________
 CZ2497  EPOCH DATE  -        2007.00
 CZ2497  X           -  -1,975,134.489 (meters)                     COMP
 CZ2497  Y           -  -5,001,088.452 (meters)                     COMP
 CZ2497  Z           -   3,419,913.030 (meters)                     COMP
 CZ2497  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 CZ2497  ELLIP HEIGHT-         472.962 (meters)          (04/23/08) ADJUSTED
 CZ2497  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2497  HORZ ORDER  -  B
 CZ2497  ELLP ORDER  -  FOURTH    CLASS I
 CZ2497
 CZ2497.The horizontal coordinates were established by GPS observations
 CZ2497.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2497
 CZ2497.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2497.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2497.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2497.The epoch date for horizontal control is a decimal equivalence
 CZ2497.of Year/Month/Day.
 CZ2497
 CZ2497.The orthometric height was determined by GPS observations and a
 CZ2497.high-resolution geoid model.
 CZ2497.The orthometric height was determined by GPS observations and a
 CZ2497.high-resolution geoid model using precise GPS observation and
 CZ2497.processing techniques. It supersedes the leveled height previously
 CZ2497.determined for this station.
 CZ2497
 CZ2497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2497
 CZ2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2497
 CZ2497.The ellipsoidal height was determined by GPS observations
 CZ2497.and is referenced to NAD 83.
 CZ2497
 CZ2497.The geoid height was determined by GEOID03.
 CZ2497
 CZ2497;                    North         East     Units Scale Factor Converg.
 CZ2497;SPC AZ C     -   181,000.637   247,661.940   MT  0.99991450   +0 11 49.7
 CZ2497;SPC AZ C     -   593,834.11    812,539.17   iFT  0.99991450   +0 11 49.7
 CZ2497;UTM  12      - 3,610,623.333   448,306.299   MT  0.99963295   -0 17 49.8
 CZ2497
 CZ2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2497!SPC AZ C     -   0.99992575  x   0.99991450  =   0.99984025
 CZ2497!UTM  12      -   0.99992575  x   0.99963295  =   0.99955872
 CZ2497
 CZ2497                          SUPERSEDED SURVEY CONTROL
 CZ2497
 CZ2497  NAVD 88 (11/29/93)  503.160  (m)         1650.78   (f) ADJUSTED    1 2
 CZ2497
 CZ2497.Superseded values are not recommended for survey control.
 CZ2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2497.See file dsdata.txt to determine how the superseded data were derived.
 CZ2497
 CZ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4830610623(NAD 83)
 CZ2497_MARKER: F = FLANGE-ENCASED ROD
 CZ2497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2497_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2497_STAMPING: E 516 1991
 CZ2497_MARK LOGO: NGS   
 CZ2497_PROJECTION: FLUSH
 CZ2497_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2497+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 CZ2497_ROD/PIPE-DEPTH: 7.0  meters
 CZ2497_SLEEVE-DEPTH  : 0.9 meters
 CZ2497
 CZ2497  HISTORY     - Date     Condition        Report By
 CZ2497  HISTORY     - 1991     MONUMENTED       NGS
 CZ2497  HISTORY     - 20060831 GOOD             PSOMAS
 CZ2497
 CZ2497                          STATION DESCRIPTION
 CZ2497
 CZ2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2497'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2497'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2497'THENCE 13.0 KM (8.05 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 18.1 M
 CZ2497'(59.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE AT
 CZ2497'THE WEST END OF AN IRRIGATION DITCH, 14.8 M (48.6 FT) EAST OF THE
 CZ2497'BOULEVARD CENTERLINE, 12.5 M (41.0 FT) SOUTH OF THE CENTER OF ELLIS
 CZ2497'ROAD, 11.4 M (37.4 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 CZ2497'SLAB, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE, 0.4 M (1.3 FT) NORTH OF
 CZ2497'A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 CZ2497'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2497
 CZ2497                          STATION RECOVERY (2006)
 CZ2497
 CZ2497'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PM)
 CZ2497'RECOVERED ON GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ2497' 
 CZ2497'THE MARK IS LOCATED ABOUT 13.7 MI (22.1 KM) WEST-NORTHWEST OF RED
 CZ2497'ROCK, 8.5 MI (13.7 KM) SOUTH OF ELOY AND 1.0 MI (1.6 KM) NORTH OF
 CZ2497'FRIENDLY CORNERS.
 CZ2497' 
 CZ2497'TO REACH FROM THE INTERSECTION OF SUNSHINE BOULEVARD AND INTERSTATE
 CZ2497'10, HEAD SOUTH ON SUNSHINE BOULEVARD FOR 7 MI (11.3 KM) TO ELLIS ROAD.
 CZ2497'THE STATION IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SUNSHINE
 CZ2497'BOULEVARD AND ELLIS ROAD, 47 FT (14.3 M) EAST OF THE CENTERLINE OF
 CZ2497'SUNSHINE ROAD, 18 FT (5.5 M) WEST OF A POWER POLE, AND 7 FT (2.1 M)
 CZ2497'SOUTH OF THE OVERHEAD POWER LINES.  THE MARK IS 0.3 FT (0.1 M) BELOW
 CZ2497'RIM OF MONUMENT WELL.
 CZ2497' 
 CZ2497'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 CZ2497'OF A FIXED HEIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2296 ***********************************************************************
 DU2296  DESIGNATION -  E 517
 DU2296  PID         -  DU2296
 DU2296  STATE/COUNTY-  AZ/MARICOPA
 DU2296  USGS QUAD   -  HIGLEY (1981)
 DU2296
 DU2296                         *CURRENT SURVEY CONTROL
 DU2296  ___________________________________________________________________
 DU2296* NAD 83(1986)-  33 16 27.     (N)    111 38 06.     (W)     SCALED    
 DU2296* NAVD 88     -       424.896  (meters)    1394.01   (feet)  ADJUSTED  
 DU2296  ___________________________________________________________________
 DU2296  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU2296  DYNAMIC HT  -         424.382 (meters)    1392.33  (feet)  COMP
 DU2296  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 DU2296
 DU2296  VERT ORDER  -  FIRST     CLASS II
 DU2296
 DU2296.The horizontal coordinates were scaled from a topographic map and have
 DU2296.an estimated accuracy of +/- 6 seconds.
 DU2296
 DU2296.The orthometric height was determined by differential leveling
 DU2296.and adjusted in November 1993.
 DU2296
 DU2296.The geoid height was determined by GEOID03.
 DU2296
 DU2296.The dynamic height is computed by dividing the NAVD 88
 DU2296.geopotential number by the normal gravity value computed on the
 DU2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2296.degrees latitude (g = 980.6199 gals.).
 DU2296
 DU2296.The modeled gravity was interpolated from observed gravity values.
 DU2296
 DU2296;                    North         East    Units  Estimated Accuracy
 DU2296;SPC AZ C     -   252,190.      239,600.      MT  (+/- 180 meters Scaled)
 DU2296
 DU2296                          SUPERSEDED SURVEY CONTROL
 DU2296
 DU2296.No superseded survey control is available for this station.
 DU2296
 DU2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408818(NAD 83)
 DU2296_MARKER: I = METAL ROD
 DU2296_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2296_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2296_STAMPING: E 517 1992
 DU2296_MARK LOGO: NGS   
 DU2296_PROJECTION: FLUSH
 DU2296_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2296+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DU2296_ROD/PIPE-DEPTH: 9.3  meters
 DU2296_SLEEVE-DEPTH  : 0.9 meters
 DU2296
 DU2296  HISTORY     - Date     Condition        Report By
 DU2296  HISTORY     - 1992     MONUMENTED       NGS
 DU2296  HISTORY     - 20060913 GOOD             GEOCAC
 DU2296
 DU2296                          STATION DESCRIPTION
 DU2296
 DU2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2296'3.0 KM (1.85 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2296'IN QUEEN CREEK, 29.8 M (97.8 FT) WEST OF THE ROAD CENTERLINE, 12.7 M
 DU2296'(41.7 FT) WEST OF A FENCE CORNER, 8.3 M (27.2 FT) NORTH OF AND LEVEL
 DU2296'WITH THE CENTER OF SUPERSTITION DRIVE, 1.9 M (6.2 FT) EAST OF A
 DU2296'UTILITY POLE WITH A GUY CABLE, AND 0.9 M (3.0 FT) SOUTH OF A WITNESS
 DU2296'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2296'LOGO CAP.
 DU2296
 DU2296                          STATION RECOVERY (2006)
 DU2296
 DU2296'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2321 ***********************************************************************
 DU2321  DESIGNATION -  E 518
 DU2321  PID         -  DU2321
 DU2321  STATE/COUNTY-  AZ/MARICOPA
 DU2321  USGS QUAD   -  MESA (1982)
 DU2321
 DU2321                         *CURRENT SURVEY CONTROL
 DU2321  ___________________________________________________________________
 DU2321* NAD 83(1986)-  33 25 01.     (N)    111 48 18.     (W)     SCALED    
 DU2321* NAVD 88     -       377.811  (meters)    1239.53   (feet)  ADJUSTED  
 DU2321  ___________________________________________________________________
 DU2321  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2321  DYNAMIC HT  -         377.365 (meters)    1238.07  (feet)  COMP
 DU2321  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 DU2321
 DU2321  VERT ORDER  -  FIRST     CLASS II
 DU2321
 DU2321.The horizontal coordinates were scaled from a topographic map and have
 DU2321.an estimated accuracy of +/- 6 seconds.
 DU2321
 DU2321.The orthometric height was determined by differential leveling
 DU2321.and adjusted in November 1993.
 DU2321
 DU2321.The geoid height was determined by GEOID03.
 DU2321
 DU2321.The dynamic height is computed by dividing the NAVD 88
 DU2321.geopotential number by the normal gravity value computed on the
 DU2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2321.degrees latitude (g = 980.6199 gals.).
 DU2321
 DU2321.The modeled gravity was interpolated from observed gravity values.
 DU2321
 DU2321;                    North         East    Units  Estimated Accuracy
 DU2321;SPC AZ C     -   268,000.      223,750.      MT  (+/- 180 meters Scaled)
 DU2321
 DU2321                          SUPERSEDED SURVEY CONTROL
 DU2321
 DU2321.No superseded survey control is available for this station.
 DU2321
 DU2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB251978(NAD 83)
 DU2321_MARKER: I = METAL ROD
 DU2321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2321_SP_SET: STAINLESS STEEL ROD
 DU2321_STAMPING: E 518 1992
 DU2321_MARK LOGO: NGS   
 DU2321_PROJECTION: FLUSH
 DU2321_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2321+STABILITY: POSITION/ELEVATION WELL
 DU2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2321+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DU2321_ROD/PIPE-DEPTH: 5.5  meters
 DU2321
 DU2321  HISTORY     - Date     Condition        Report By
 DU2321  HISTORY     - 1992     MONUMENTED       NGS
 DU2321  HISTORY     - 20051228 GOOD             GEOCAC
 DU2321
 DU2321                          STATION DESCRIPTION
 DU2321
 DU2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2321'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2321'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2321'0.2 KM (0.10 MI) NORTHERLY ALONG NORTH STAPLEY DRIVE, 40.5 M (132.9
 DU2321'FT) SOUTH OF THE CENTER OF EAST FIRST STREET, 7.3 M (24.0 FT) EAST OF
 DU2321'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE,
 DU2321'3.9 M (12.8 FT) NORTH OF THE CENTER OF AN ALLEY, 1.7 M (5.6 FT) EAST
 DU2321'OF UTILITY POLE NUMBER 62, 1.2 M (3.9 FT) NORTH OF THE SOUTHWEST
 DU2321'CORNER OF A BRICK WALL, 0.4 M (1.3 FT) WEST OF THE WALL, AND 0.2 M
 DU2321'(0.7 FT) EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE
 DU2321'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2321
 DU2321                          STATION RECOVERY (2005)
 DU2321
 DU2321'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2321'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2321'33 25 01.32 (N)   111 48 18.66 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2294 ***********************************************************************
 DV2294  DESIGNATION -  E 519
 DV2294  PID         -  DV2294
 DV2294  STATE/COUNTY-  AZ/MARICOPA
 DV2294  USGS QUAD   -  PHOENIX (1982)
 DV2294
 DV2294                         *CURRENT SURVEY CONTROL
 DV2294  ___________________________________________________________________
 DV2294* NAD 83(1986)-  33 25 56.     (N)    112 02 24.     (W)     SCALED    
 DV2294* NAVD 88     -       333.607  (meters)    1094.51   (feet)  ADJUSTED  
 DV2294  ___________________________________________________________________
 DV2294  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV2294  DYNAMIC HT  -         333.222 (meters)    1093.25  (feet)  COMP
 DV2294  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DV2294
 DV2294  VERT ORDER  -  FIRST     CLASS II
 DV2294
 DV2294.The horizontal coordinates were scaled from a topographic map and have
 DV2294.an estimated accuracy of +/- 6 seconds.
 DV2294
 DV2294.The orthometric height was determined by differential leveling
 DV2294.and adjusted in November 1993.
 DV2294
 DV2294.The geoid height was determined by GEOID03.
 DV2294
 DV2294.The dynamic height is computed by dividing the NAVD 88
 DV2294.geopotential number by the normal gravity value computed on the
 DV2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2294.degrees latitude (g = 980.6199 gals.).
 DV2294
 DV2294.The modeled gravity was interpolated from observed gravity values.
 DV2294
 DV2294;                    North         East    Units  Estimated Accuracy
 DV2294;SPC AZ C     -   269,690.      201,890.      MT  (+/- 180 meters Scaled)
 DV2294
 DV2294                          SUPERSEDED SURVEY CONTROL
 DV2294
 DV2294.No superseded survey control is available for this station.
 DV2294
 DV2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB033996(NAD 83)
 DV2294_MARKER: DV = VERTICAL CONTROL DISK
 DV2294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV2294_SP_SET: BUILDING
 DV2294_STAMPING: E 519 1992
 DV2294_MARK LOGO: NGS   
 DV2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2294+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV2294
 DV2294  HISTORY     - Date     Condition        Report By
 DV2294  HISTORY     - 1992     MONUMENTED       NGS
 DV2294  HISTORY     - 20061203 GOOD             GEOCAC
 DV2294
 DV2294                          STATION DESCRIPTION
 DV2294
 DV2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2294'IN PHOENIX, AT 1924 EAST UNIVERSITY DRIVE, SET VERTICALLY IN THE WEST
 DV2294'FACE OF THE CONCRETE FOUNDATION OF THE ARIZONA DEPARTMENT OF ECONOMIC
 DV2294'SECURITY BUILDING, 24.5 M (80.4 FT) NORTH OF THE CENTERLINE OF THE
 DV2294'DRIVE, 16.0 M (52.5 FT) EAST OF THE CENTER OF NORTH 19TH PLACE, 0.9 M
 DV2294'(3.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.5 M
 DV2294'(1.6 FT) ABOVE THE GROUND SURFACE.
 DV2294
 DV2294                          STATION RECOVERY (2006)
 DV2294
 DV2294'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2294'RECOVERED AS DESCRIBED. THE LISTED CO-ORDINATES ARE WAY OFF, BUT THE
 DV2294'TO REACH IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2319 ***********************************************************************
 DV2319  DESIGNATION -  E 520
 DV2319  PID         -  DV2319
 DV2319  STATE/COUNTY-  AZ/MARICOPA
 DV2319  USGS QUAD   -  PERRYVILLE (1982)
 DV2319
 DV2319                         *CURRENT SURVEY CONTROL
 DV2319  ___________________________________________________________________
 DV2319* NAD 83(1986)-  33 24 17.     (N)    112 25 36.     (W)     SCALED    
 DV2319* NAVD 88     -       277.997  (meters)     912.06   (feet)  ADJUSTED  
 DV2319  ___________________________________________________________________
 DV2319  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2319  DYNAMIC HT  -         277.680 (meters)     911.02  (feet)  COMP
 DV2319  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DV2319
 DV2319  VERT ORDER  -  FIRST     CLASS II
 DV2319
 DV2319.The horizontal coordinates were scaled from a topographic map and have
 DV2319.an estimated accuracy of +/- 6 seconds.
 DV2319
 DV2319.The orthometric height was determined by differential leveling
 DV2319.and adjusted in November 1993.
 DV2319
 DV2319.The geoid height was determined by GEOID03.
 DV2319
 DV2319.The dynamic height is computed by dividing the NAVD 88
 DV2319.geopotential number by the normal gravity value computed on the
 DV2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2319.degrees latitude (g = 980.6199 gals.).
 DV2319
 DV2319.The modeled gravity was interpolated from observed gravity values.
 DV2319
 DV2319;                    North         East    Units  Estimated Accuracy
 DV2319;SPC AZ C     -   266,750.      165,920.      MT  (+/- 180 meters Scaled)
 DV2319
 DV2319                          SUPERSEDED SURVEY CONTROL
 DV2319
 DV2319.No superseded survey control is available for this station.
 DV2319
 DV2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB673970(NAD 83)
 DV2319_MARKER: I = METAL ROD
 DV2319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2319_SP_SET: STAINLESS STEEL ROD
 DV2319_STAMPING: E 520 1992
 DV2319_MARK LOGO: NGS   
 DV2319_PROJECTION: PROJECTING 3 CENTIMETERS
 DV2319_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2319+STABILITY: POSITION/ELEVATION WELL
 DV2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2319+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2319_ROD/PIPE-DEPTH: 14.8 meters
 DV2319
 DV2319  HISTORY     - Date     Condition        Report By
 DV2319  HISTORY     - 1992     MONUMENTED       NGS
 DV2319  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV2319
 DV2319                          STATION DESCRIPTION
 DV2319
 DV2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2319'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2319'BUCKEYE, THENCE 16.4 KM (10.20 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV2319'41.7 M (136.8 FT) EAST OF THE CENTERLINE OF COTTON LANE, 29.7 M (97.4
 DV2319'FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE, 17.1 M (56.1 FT)
 DV2319'SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.8 M (2.6
 DV2319'FT) WEST OF THE NORTH LEG OF A BILLBOARD, AND 0.3 M (1.0 FT) EAST OF
 DV2319'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DV2319'LOGO CAP.
 DV2319
 DV2319                          STATION RECOVERY (2008)
 DV2319
 DV2319'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2319'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2319'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2343 ***********************************************************************
 DV2343  DESIGNATION -  E 521
 DV2343  PID         -  DV2343
 DV2343  STATE/COUNTY-  AZ/MARICOPA
 DV2343  USGS QUAD   -  PIMA BUTTE (1967)
 DV2343
 DV2343                         *CURRENT SURVEY CONTROL
 DV2343  ___________________________________________________________________
 DV2343* NAD 83(1986)-  33 13 10.     (N)    112 03 16.     (W)     SCALED    
 DV2343* NAVD 88     -       334.467  (meters)    1097.33   (feet)  ADJUSTED  
 DV2343  ___________________________________________________________________
 DV2343  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2343  DYNAMIC HT  -         334.080 (meters)    1096.06  (feet)  COMP
 DV2343  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV2343
 DV2343  VERT ORDER  -  FIRST     CLASS II
 DV2343
 DV2343.The horizontal coordinates were scaled from a topographic map and have
 DV2343.an estimated accuracy of +/- 6 seconds.
 DV2343
 DV2343.The orthometric height was determined by differential leveling
 DV2343.and adjusted in August 1994.
 DV2343
 DV2343.The geoid height was determined by GEOID03.
 DV2343
 DV2343.The dynamic height is computed by dividing the NAVD 88
 DV2343.geopotential number by the normal gravity value computed on the
 DV2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2343.degrees latitude (g = 980.6199 gals.).
 DV2343
 DV2343.The modeled gravity was interpolated from observed gravity values.
 DV2343
 DV2343;                    North         East    Units  Estimated Accuracy
 DV2343;SPC AZ C     -   246,100.      200,520.      MT  (+/- 180 meters Scaled)
 DV2343
 DV2343                          SUPERSEDED SURVEY CONTROL
 DV2343
 DV2343.No superseded survey control is available for this station.
 DV2343
 DV2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB017761(NAD 83)
 DV2343_MARKER: I = METAL ROD
 DV2343_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2343_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2343_STAMPING: E 521 1994
 DV2343_MARK LOGO: NGS   
 DV2343_PROJECTION: FLUSH
 DV2343_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2343+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2343_ROD/PIPE-DEPTH: 3.7  meters
 DV2343_SLEEVE-DEPTH  : 0.9 meters
 DV2343
 DV2343  HISTORY     - Date     Condition        Report By
 DV2343  HISTORY     - 1994     MONUMENTED       NGS
 DV2343  HISTORY     - 20060821 GOOD             GEOCAC
 DV2343
 DV2343                          STATION DESCRIPTION
 DV2343
 DV2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2343'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2343'LAVEEN, THENCE 12.7 KM (7.90 MI) EASTERLY ALONG BELTLINE ROAD, 34.2 M
 DV2343'(112.2 FT) NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE ROAD,
 DV2343'29.7 M (97.4 FT) NORTH OF THE ROAD CENTERLINE, 14.6 M (47.9 FT) NORTH
 DV2343'OF A FIBER OPTIC CABLE WARNING SIGN, 1.5 M (4.9 FT) BELOW THE LEVEL
 DV2343'OF THE ROAD, AND 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 DV2343'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2343
 DV2343                          STATION RECOVERY (2006)
 DV2343
 DV2343'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2374 ***********************************************************************
 DU2374  DESIGNATION -  E 522
 DU2374  PID         -  DU2374
 DU2374  STATE/COUNTY-  AZ/MARICOPA
 DU2374  USGS QUAD   -  CHANDLER (1981)
 DU2374
 DU2374                         *CURRENT SURVEY CONTROL
 DU2374  ___________________________________________________________________
 DU2374* NAD 83(1986)-  33 20 59.     (N)    111 49 59.     (W)     SCALED    
 DU2374* NAVD 88     -       370.725  (meters)    1216.29   (feet)  ADJUSTED  
 DU2374  ___________________________________________________________________
 DU2374  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU2374  DYNAMIC HT  -         370.283 (meters)    1214.84  (feet)  COMP
 DU2374  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 DU2374
 DU2374  VERT ORDER  -  FIRST     CLASS II
 DU2374
 DU2374.The horizontal coordinates were scaled from a topographic map and have
 DU2374.an estimated accuracy of +/- 6 seconds.
 DU2374
 DU2374.The orthometric height was determined by differential leveling
 DU2374.and adjusted in August 1994.
 DU2374
 DU2374.The geoid height was determined by GEOID03.
 DU2374
 DU2374.The dynamic height is computed by dividing the NAVD 88
 DU2374.geopotential number by the normal gravity value computed on the
 DU2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2374.degrees latitude (g = 980.6199 gals.).
 DU2374
 DU2374.The modeled gravity was interpolated from observed gravity values.
 DU2374
 DU2374;                    North         East    Units  Estimated Accuracy
 DU2374;SPC AZ C     -   260,540.      221,140.      MT  (+/- 180 meters Scaled)
 DU2374
 DU2374                          SUPERSEDED SURVEY CONTROL
 DU2374
 DU2374.No superseded survey control is available for this station.
 DU2374
 DU2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224903(NAD 83)
 DU2374_MARKER: DV = VERTICAL CONTROL DISK
 DU2374_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2374_SP_SET: FOOTING
 DU2374_STAMPING: E 522 1994
 DU2374_MARK LOGO: NGS   
 DU2374_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2374+STABILITY: POSITION/ELEVATION WELL
 DU2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2374+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DU2374
 DU2374  HISTORY     - Date     Condition        Report By
 DU2374  HISTORY     - 1994     MONUMENTED       NGS
 DU2374  HISTORY     - 19941026 GOOD             NGS
 DU2374  HISTORY     - 19941026 GOOD             NGS
 DU2374  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU2374  HISTORY     - 20061207 MARK NOT FOUND   GEOCAC
 DU2374
 DU2374                          STATION DESCRIPTION
 DU2374
 DU2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2374'4.1 KM (2.55 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2374'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 0.8 KM
 DU2374'(0.50 MI) EASTERLY ALONG ELLIOT ROAD, NEAR THE EAST EDGE OF THE
 DU2374'CONCRETE FOOTING FOR A HIGHLINE TOWER, 13.8 M (45.3 FT) NORTH OF THE
 DU2374'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 12.3 M (40.4 FT) EAST
 DU2374'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.5 M (1.6 FT)
 DU2374'BELOW THE LEVEL OF THE TRACKS, AND 0.2 M (0.7 FT) EAST OF THE EAST
 DU2374'FACE OF THE TOWER.
 DU2374
 DU2374                          STATION RECOVERY (1994)
 DU2374
 DU2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2374'THE STATION IS ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX NEAR THE
 DU2374'BOUNDARY BETWEEN THE CITIES OF GILBERT AND CHANDLER.  TO REACH THE
 DU2374'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2374'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2374'CLUB DRIVE (CHANGES TO ARIZONA AVENUE) FOR 2.5 MILES (4.0 KM) TO THE
 DU2374'INTERSECTION OF ELLIOT ROAD, TURN LEFT AND GO EAST ON ELLIOT AVENUE
 DU2374'FOR 0.5 MILE (0.8 KM) TO A RAILROAD GRADE CROSSING AND THE STATION ON
 DU2374'THE LEFT, SET IN THE EAST EDGE OF THE CONCRETE FOUNDATION OF A HIGH
 DU2374'TENSION POWER LINE MONOLITHIC TOWER, 45.3 FEET (13.8 M) NORTH OF THE
 DU2374'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 1.6 FEET (0.5 M) BELOW
 DU2374'THE LEVEL OF THE TRACKS, 0.7 FOOT (21.3 CM) EAST OF THE EAST FACE OF
 DU2374'THE TOWER, 60 FEET (18.3 M) NORTH OF THE CENTERLINE OF ELLIOT AVENUE
 DU2374'AND ABOUT 35 FEET (10.7 M) EAST OF THE EAST RAIL OF THE RAILROAD
 DU2374'TRACK.
 DU2374
 DU2374                          STATION RECOVERY (1994)
 DU2374
 DU2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU2374'THE STATION IS ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX NEAR THE
 DU2374'BOUNDARY BETWEEN THE CITIES OF GILBERT AND CHANDLER.  TO REACH THE
 DU2374'STATION FROM THE INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY)
 DU2374'AND STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY
 DU2374'CLUB DRIVE (CHANGES TO ARIZONA AVENUE) FOR 2.5 MILES (4.0 KM) TO THE
 DU2374'INTERSECTION OF ELLIOT ROAD, TURN LEFT AND GO EAST ON ELLIOT AVENUE
 DU2374'FOR 0.5 MILE (0.8 KM) TO A RAILROAD GRADE CROSSING AND THE STATION ON
 DU2374'THE LEFT, SET IN THE EAST EDGE OF THE CONCRETE FOUNDATION OF A HIGH
 DU2374'TENSION POWER LINE MONOLITHIC TOWER, 45.3 FEET (13.8 M) NORTH OF THE
 DU2374'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 1.6 FEET (0.5 M) BELOW
 DU2374'THE LEVEL OF THE TRACKS, 0.7 FOOT (21.3 CM) EAST OF THE EAST FACE OF
 DU2374'THE TOWER, 60 FEET (18.3 M) NORTH OF THE CENTERLINE OF ELLIOT AVENUE
 DU2374'AND ABOUT 35 FEET (10.7 M) EAST OF THE EAST RAIL OF THE RAILROAD
 DU2374'TRACK.
 DU2374
 DU2374                          STATION RECOVERY (2005)
 DU2374
 DU2374'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2374'THE RAILROAD CROSSING WAS FOUND AS DESCRIBED, BUT THE POLES AT THE
 DU2374'LOCATION DO NOT MATCH THE DESCRIPTION. A NUMBER OF POWER POLES IN THE
 DU2374'AREA WERE KNOCKED DOWN BY A STORM IN 2002 AND THIS POLE MAY HAVE BEEN
 DU2374'REPLACED.
 DU2374
 DU2374                          STATION RECOVERY (2006)
 DU2374
 DU2374'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2374'AFTER CAREFUL EXAMINATION OF THE FOUNDATION OF THE POLE, I AM
 DU2374'CONCLUDING THAT THE ORIGINAL FOUNDATION HAS BEEN SUPPLEMENTED WITH
 DU2374'ADDITIONAL CONCRETE POURED ON TOP OF THE ORIGINAL FOUNDATION. WHETHER
 DU2374'THIS IS THE CASE OR NOT, THE MARK IS CERTAINLY NOT AVAILABLE AT THE
 DU2374'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0527 ***********************************************************************
 FR0527  DESIGNATION -  E 53
 FR0527  PID         -  FR0527
 FR0527  STATE/COUNTY-  AZ/MOHAVE
 FR0527  USGS QUAD   -  ANTARES (1980)
 FR0527
 FR0527                         *CURRENT SURVEY CONTROL
 FR0527  ___________________________________________________________________
 FR0527* NAD 83(1986)-  35 28 05.     (N)    113 48 58.     (W)     SCALED    
 FR0527* NAVD 88     -       977.631  (meters)    3207.44   (feet)  POSTED    
 FR0527  ___________________________________________________________________
 FR0527  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FR0527  DYNAMIC HT  -         976.490 (meters)    3203.70  (feet)  COMP
 FR0527  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 FR0527
 FR0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0527
 FR0527.The horizontal coordinates were scaled from a topographic map and have
 FR0527.an estimated accuracy of +/- 6 seconds.
 FR0527
 FR0527.The orthometric height was determined by differential leveling
 FR0527.and adjusted by the  in 1992.
 FR0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0527.rate of 0.0 thru 1.0 mm/km.
 FR0527
 FR0527.The geoid height was determined by GEOID03.
 FR0527
 FR0527.The dynamic height is computed by dividing the NAVD 88
 FR0527.geopotential number by the normal gravity value computed on the
 FR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0527.degrees latitude (g = 980.6199 gals.).
 FR0527
 FR0527.The modeled gravity was interpolated from observed gravity values.
 FR0527
 FR0527;                    North         East    Units  Estimated Accuracy
 FR0527;SPC AZ W     -   495,520.      207,360.      MT  (+/- 180 meters Scaled)
 FR0527
 FR0527                          SUPERSEDED SURVEY CONTROL
 FR0527
 FR0527  NGVD 29 (??/??/92)  976.854  (m)         3204.90   (f) ADJ UNCH    1 1
 FR0527
 FR0527.Superseded values are not recommended for survey control.
 FR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0527.See file dsdata.txt to determine how the superseded data were derived.
 FR0527
 FR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE444285(NAD 83)
 FR0527_MARKER: DB = BENCH MARK DISK
 FR0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0527_STAMPING: E 53 1934
 FR0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0527+STABILITY: SURFACE MOTION
 FR0527
 FR0527  HISTORY     - Date     Condition        Report By
 FR0527  HISTORY     - 1934     MONUMENTED       CGS
 FR0527  HISTORY     - 1967     GOOD             USGS
 FR0527
 FR0527                          STATION DESCRIPTION
 FR0527
 FR0527'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0527'24.9 MI NE FROM KINGMAN.
 FR0527'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT IN
 FR0527'KINGMAN, ARIZONA GO EAST ON US HIGHWAY 66 FOR 21.5 MILES TO PIERCE
 FR0527'FERRY ROAD AT ANTARES.  TURN LEFT, (NORTH) ON PIERCE FERRY ROAD AND GO
 FR0527'3.4 MILES.  BENCH MARK IS 75 FT EAST OF ROAD AND 20 FT EAST OF A
 FR0527'NORTH-SOUTH FENCE.  A STANDARD DISK SET IN CONCRETE POST PROJECTING
 FR0527'0.8 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0391 ***********************************************************************
 GR0391  DESIGNATION -  E 54
 GR0391  PID         -  GR0391
 GR0391  STATE/COUNTY-  AZ/MOHAVE
 GR0391  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0391
 GR0391                         *CURRENT SURVEY CONTROL
 GR0391  ___________________________________________________________________
 GR0391* NAD 83(1986)-  36 05 59.     (N)    114 03 17.     (W)     SCALED    
 GR0391* NAVD 88     -       715.942  (meters)    2348.89   (feet)  POSTED    
 GR0391  ___________________________________________________________________
 GR0391  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0391  DYNAMIC HT  -         715.180 (meters)    2346.39  (feet)  COMP
 GR0391  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 GR0391
 GR0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0391
 GR0391.The horizontal coordinates were scaled from a topographic map and have
 GR0391.an estimated accuracy of +/- 6 seconds.
 GR0391
 GR0391.The orthometric height was determined by differential leveling
 GR0391.and adjusted by the  in 1992.
 GR0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0391.rate of 0.0 thru 1.0 mm/km.
 GR0391
 GR0391.The geoid height was determined by GEOID03.
 GR0391
 GR0391.The dynamic height is computed by dividing the NAVD 88
 GR0391.geopotential number by the normal gravity value computed on the
 GR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0391.degrees latitude (g = 980.6199 gals.).
 GR0391
 GR0391.The modeled gravity was interpolated from observed gravity values.
 GR0391
 GR0391;                    North         East    Units  Estimated Accuracy
 GR0391;SPC AZ W     -   565,640.      185,920.      MT  (+/- 180 meters Scaled)
 GR0391
 GR0391                          SUPERSEDED SURVEY CONTROL
 GR0391
 GR0391  NGVD 29 (??/??/92)  715.229  (m)         2346.55   (f) ADJ UNCH    1 1
 GR0391
 GR0391.Superseded values are not recommended for survey control.
 GR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0391.See file dsdata.txt to determine how the superseded data were derived.
 GR0391
 GR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV651990(NAD 83)
 GR0391_MARKER: DB = BENCH MARK DISK
 GR0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0391_SP_SET: CULVERT
 GR0391_STAMPING: E 54 1934
 GR0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0391
 GR0391  HISTORY     - Date     Condition        Report By
 GR0391  HISTORY     - 1934     MONUMENTED       CGS
 GR0391  HISTORY     - 1950     GOOD             NGS
 GR0391
 GR0391                          STATION DESCRIPTION
 GR0391
 GR0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0391'3.5 MI SW FROM PIERCES FERRY.
 GR0391'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0391'STATION AT PIERCES FERRY, THENCE 3.0 MILES SOUTHWEST ALONG AN OLD
 GR0391'ABANDONED ROAD, IN THE TOP OF A LARGE ROUND GRANITE BOULDER WHICH
 GR0391'PROJECTS ABOUT 3 FEET ABOVE GROUND, 168 FEET WEST OF THE CENTER LINE
 GR0391'OF THE PARK SERVICE ROAD, 152 FEET WEST OF THE NORTH END OF THE WEST
 GR0391'HEAD WALL OF A DOUBLE 5- BY 5-FOOT CONCRETE BOX CULVERT, 106 FEET WEST
 GR0391'OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF THE APPROXIMATE CENTER
 GR0391'OF A DRY WASH, AND ABOUT 7 FEET LOWER THAN THE PARK SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0839 ***********************************************************************
 DV0839  DESIGNATION -  E 56
 DV0839  PID         -  DV0839
 DV0839  STATE/COUNTY-  AZ/MARICOPA
 DV0839  USGS QUAD   -  HASSAYAMPA (1978)
 DV0839
 DV0839                         *CURRENT SURVEY CONTROL
 DV0839  ___________________________________________________________________
 DV0839* NAD 83(1986)-  33 22 25.     (N)    112 38 53.     (W)     SCALED    
 DV0839* NAVD 88     -       273.63   (+/-2cm)     897.7    (feet)  VERTCON   
 DV0839  ___________________________________________________________________
 DV0839  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DV0839  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0839
 DV0839.The horizontal coordinates were scaled from a topographic map and have
 DV0839.an estimated accuracy of +/- 6 seconds.
 DV0839
 DV0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0839.The vertical order pertains to the NGVD 29 superseded value.
 DV0839
 DV0839.The geoid height was determined by GEOID03.
 DV0839
 DV0839;                    North         East    Units  Estimated Accuracy
 DV0839;SPC AZ C     -   263,420.      145,310.      MT  (+/- 180 meters Scaled)
 DV0839
 DV0839                          SUPERSEDED SURVEY CONTROL
 DV0839
 DV0839  NGVD 29 (??/??/92)  272.994  (m)          895.65   (f) ADJ UNCH    1 2
 DV0839
 DV0839.Superseded values are not recommended for survey control.
 DV0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0839.See file dsdata.txt to determine how the superseded data were derived.
 DV0839
 DV0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB466939(NAD 83)
 DV0839_MARKER: DB = BENCH MARK DISK
 DV0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0839_SP_SET: SEMAPHORE
 DV0839_STAMPING: E 56 1934
 DV0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0839
 DV0839  HISTORY     - Date     Condition        Report By
 DV0839  HISTORY     - 1934     MONUMENTED       CGS
 DV0839  HISTORY     - 1952     GOOD             NGS
 DV0839  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0839  HISTORY     - 19920313 MARK NOT FOUND   NGS
 DV0839
 DV0839                          STATION DESCRIPTION
 DV0839
 DV0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DV0839'3.8 MI W FROM BUCKEYE.
 DV0839'3.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0839'STATION AT BUCKEYE, IN TOP OF THE CONCRETE BASE OF SEMAPHORE NO. 8221,
 DV0839'24 FEET SOUTH OF MILEPOST 872, 9 FEET NORTH OF THE CENTER LINE OF THE
 DV0839'RAILROAD TRACK, AND 0.5 FOOT ABOVE THE TRACK.  NOTE-- THE SEMAPHORE
 DV0839'DESCRIBED ABOVE HAS BEEN REMOVED.  NOTE-- LETTER OF MARCH 1950 REPORTS
 DV0839'THAT MARK IS IN BASE OF SIGNAL 8721 NOT 8221 AS MENTIONED ABOVE.
 DV0839
 DV0839                          STATION RECOVERY (1962)
 DV0839
 DV0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0839'MARK NOT FOUND.
 DV0839
 DV0839                          STATION RECOVERY (1992)
 DV0839
 DV0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0839'THE SEMAPHORE BASE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0180 ***********************************************************************
 ET0180  DESIGNATION -  E 57
 ET0180  PID         -  ET0180
 ET0180  STATE/COUNTY-  AZ/YAVAPAI
 ET0180  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0180
 ET0180                         *CURRENT SURVEY CONTROL
 ET0180  ___________________________________________________________________
 ET0180* NAD 83(1986)-  34 05 29.     (N)    112 08 57.     (W)     SCALED    
 ET0180* NAVD 88     -       614.26   (+/-2cm)    2015.3    (feet)  VERTCON   
 ET0180  ___________________________________________________________________
 ET0180  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 ET0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0180
 ET0180.The horizontal coordinates were scaled from a topographic map and have
 ET0180.an estimated accuracy of +/- 6 seconds.
 ET0180
 ET0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0180.The vertical order pertains to the NGVD 29 superseded value.
 ET0180
 ET0180.The geoid height was determined by GEOID03.
 ET0180
 ET0180;                    North         East    Units  Estimated Accuracy
 ET0180;SPC AZ C     -   342,810.      191,910.      MT  (+/- 180 meters Scaled)
 ET0180
 ET0180                          SUPERSEDED SURVEY CONTROL
 ET0180
 ET0180  NGVD 29 (??/??/92)  613.637  (m)         2013.24   (f) ADJ UNCH    2 0
 ET0180
 ET0180.Superseded values are not recommended for survey control.
 ET0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0180.See file dsdata.txt to determine how the superseded data were derived.
 ET0180
 ET0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939728(NAD 83)
 ET0180_MARKER: DB = BENCH MARK DISK
 ET0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0180_STAMPING: E 57 1934 2013.188
 ET0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0180+STABILITY: SURFACE MOTION
 ET0180
 ET0180  HISTORY     - Date     Condition        Report By
 ET0180  HISTORY     - 1934     MONUMENTED       CGS
 ET0180  HISTORY     - 1955     GOOD             NGS
 ET0180  HISTORY     - 19951015 GOOD             USPSQD
 ET0180  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 ET0180
 ET0180                          STATION DESCRIPTION
 ET0180
 ET0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0180'3.1 MI N FROM ROCK SPRINGS.
 ET0180'2.8 MILES NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0180'STORE AT ROCK SPRINGS, THENCE 0.3 MILE NORTHWEST ALONG THE OLD
 ET0180'HIGHWAY.  ABOUT 45 YARDS NORTH OF THE NORTHWEST END OF A CURVE, IN A
 ET0180'SMALL FLAT IN A RAVINE AT THE BASE OF TWO ROCK COVERED HILLS, 36.1
 ET0180'FEET SOUTHEAST OF THE HIGHWAY SIGN READING BUMBLE BEE 10 PRESCOTT 52,
 ET0180'24 FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN
 ET0180'THE HIGHWAY, 24 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP
 ET0180'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- A NEW
 ET0180'HIGHWAY HAS BEEN BUILT EAST OF THE OLD ONE.  AND THE MARK IS LOCATED
 ET0180'ON THE OLD HIGHWAY.
 ET0180
 ET0180                          STATION RECOVERY (1995)
 ET0180
 ET0180'RECOVERY NOTE BY US POWER SQUADRON 1995
 ET0180'RECOVERED IN GOOD CONDITION.
 ET0180
 ET0180                          STATION RECOVERY (2007)
 ET0180
 ET0180'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0536 ***********************************************************************
 DU0536  DESIGNATION -  E 59
 DU0536  PID         -  DU0536
 DU0536  STATE/COUNTY-  AZ/PINAL
 DU0536  USGS QUAD   -  FLORENCE (1981)
 DU0536
 DU0536                         *CURRENT SURVEY CONTROL
 DU0536  ___________________________________________________________________
 DU0536* NAD 83(1986)-  33 01 21.     (N)    111 23 16.     (W)     SCALED    
 DU0536* NAVD 88     -       463.21   (+/-2cm)    1519.7    (feet)  VERTCON   
 DU0536  ___________________________________________________________________
 DU0536  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0536  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0536
 DU0536.The horizontal coordinates were scaled from a topographic map and have
 DU0536.an estimated accuracy of +/- 6 seconds.
 DU0536
 DU0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0536.The vertical order pertains to the NGVD 29 superseded value.
 DU0536
 DU0536.The geoid height was determined by GEOID03.
 DU0536
 DU0536;                    North         East    Units  Estimated Accuracy
 DU0536;SPC AZ C     -   224,370.      262,770.      MT  (+/- 180 meters Scaled)
 DU0536
 DU0536                          SUPERSEDED SURVEY CONTROL
 DU0536
 DU0536  NGVD 29 (??/??/92)  462.649  (m)         1517.87   (f) ADJ UNCH    1 2
 DU0536
 DU0536.Superseded values are not recommended for survey control.
 DU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0536.See file dsdata.txt to determine how the superseded data were derived.
 DU0536
 DU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB637538(NAD 83)
 DU0536_MARKER: DB = BENCH MARK DISK
 DU0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0536_SP_SET: BUILDING
 DU0536_STAMPING: E 59 1934
 DU0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0536
 DU0536  HISTORY     - Date     Condition        Report By
 DU0536  HISTORY     - 1934     MONUMENTED       CGS
 DU0536  HISTORY     - 1967     GOOD             NGS
 DU0536  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0536  HISTORY     - 20080416 MARK NOT FOUND   GEOCAC
 DU0536
 DU0536                          STATION DESCRIPTION
 DU0536
 DU0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0536'0.7 MI S FROM FLORENCE.
 DU0536'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 DU0536'FLORENCE, IN S 2, T 6 S, R 9 E, SET IN THE TOP AND 43 FEET NORTH OF
 DU0536'THE CENTER OF THE UPPER LANDING AT THE EAST ENTRANCE OF THE FLORENCE
 DU0536'UNION HIGH SCHOOL, 8 FEET NORTHEAST OF THE CENTER OF THE DOOR WHICH
 DU0536'LEADS TO THE SUPERINTENDENTS OFFICE, AND ABOUT 3 FEET ABOVE THE LEVEL
 DU0536'OF THE SIDEWALK.
 DU0536
 DU0536                          STATION RECOVERY (1992)
 DU0536
 DU0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0536'MARK NOT FOUND.
 DU0536
 DU0536                          STATION RECOVERY (2008)
 DU0536
 DU0536'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0536'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0536'MARK. WHILE MUCH OF THE BUILDING IS STILL ORIGINAL CONSTRUCTION, IT
 DU0536'APPEARS THE EAST STEPS HAVE BEEN UPDATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0159 ***********************************************************************
 FQ0159  DESIGNATION -  E 6
 FQ0159  PID         -  FQ0159
 FQ0159  STATE/COUNTY-  AZ/COCONINO
 FQ0159  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0159
 FQ0159                         *CURRENT SURVEY CONTROL
 FQ0159  ___________________________________________________________________
 FQ0159* NAD 83(1986)-  35 49 24.     (N)    111 27 27.     (W)     SCALED    
 FQ0159* NAVD 88     -      1398.978  (meters)    4589.81   (feet)  POSTED    
 FQ0159  ___________________________________________________________________
 FQ0159  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0159  DYNAMIC HT  -        1397.220 (meters)    4584.05  (feet)  COMP
 FQ0159  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 FQ0159
 FQ0159  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0159
 FQ0159.The horizontal coordinates were scaled from a topographic map and have
 FQ0159.an estimated accuracy of +/- 6 seconds.
 FQ0159
 FQ0159.The orthometric height was determined by differential leveling
 FQ0159.and adjusted by the  in 1992.
 FQ0159.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0159.rate of 1.1 thru 2.0 mm/km.
 FQ0159
 FQ0159.The geoid height was determined by GEOID03.
 FQ0159
 FQ0159.The dynamic height is computed by dividing the NAVD 88
 FQ0159.geopotential number by the normal gravity value computed on the
 FQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0159.degrees latitude (g = 980.6199 gals.).
 FQ0159
 FQ0159.The modeled gravity was interpolated from observed gravity values.
 FQ0159
 FQ0159;                    North         East    Units  Estimated Accuracy
 FQ0159;SPC AZ C     -   535,010.      254,850.      MT  (+/- 180 meters Scaled)
 FQ0159
 FQ0159                          SUPERSEDED SURVEY CONTROL
 FQ0159
 FQ0159  NGVD 29 (??/??/92) 1398.112  (m)         4586.97   (f) ADJ UNCH    1 2
 FQ0159
 FQ0159.Superseded values are not recommended for survey control.
 FQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0159.See file dsdata.txt to determine how the superseded data were derived.
 FQ0159
 FQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE586644(NAD 83)
 FQ0159_MARKER: DB = BENCH MARK DISK
 FQ0159_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0159_SP_SET: LAVA ROCK
 FQ0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0159+STABILITY: POSITION/ELEVATION WELL
 FQ0159
 FQ0159  HISTORY     - Date     Condition        Report By
 FQ0159  HISTORY     - UNK      MONUMENTED       CGS
 FQ0159  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0159  HISTORY     - 1977     GOOD             NGS
 FQ0159
 FQ0159                          STATION DESCRIPTION
 FQ0159
 FQ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0159'4.7 MI S FROM CAMERON.
 FQ0159'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0159'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 2.8
 FQ0159'MILES SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  2 MILES NORTH OF A
 FQ0159'VERY STEEP HILL, 200 FEET WEST OF THE ROAD, AND IN A LARGE LAVA ROCK.
 FQ0159'A STANDARD DISK.
 FQ0159
 FQ0159                          STATION RECOVERY (1977)
 FQ0159
 FQ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0159'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0159'DESCRIPTION FOLLOWS-- TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH
 FQ0159'ON U.S. HWY. 89 TO THE JUNCTION OF STATE ROUTE 64, CONTINUE SOUTH ON
 FQ0159'HWY. 89 FOR 1.80 MILES TO MILE POST 463.45, TURN RIGHT, WEST, ON
 FQ0159'SUBSTATION ROAD AND CONTINUE TO THE SOUTHWEST CORNER OF SUBSTATION,
 FQ0159'CONTINUE ON FOR 0.05 MILE AND TURN LEFT ON DIM ROAD, OLD ABANDONED
 FQ0159'HWY., AND GO 0.10 MILE TO A POWER LINE ROAD, CROSS POWER LINE ROAD
 FQ0159'AND CONTINUE ON FOR 0.65 MILE AND THE STATION ON THE RIGHT, ABOUT 80
 FQ0159'FEET WEST OF OLD ROAD IN THE SOUTHEAST TOE OF A SANDSTONE OUTCROP,
 FQ0159'RUNNING NORTHWEST TO SOUTHEAST, 16 FEET WIDE, 8 FEET HIGH AND 50 FOOT
 FQ0159'LONG. A LARGER OUTCROP LIES 30 FEET TO SOUTH. THE STATION IS ON THE
 FQ0159'NORTHEAST CORNER AND 6 INCHES ABOVE GROUND LEVEL AND MARKED WITH A
 FQ0159'WITNESS POST AND SIGN 30 FEET N.W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0516 ***********************************************************************
 FS0516  DESIGNATION -  E 60
 FS0516  PID         -  FS0516
 FS0516  STATE/COUNTY-  AZ/MOHAVE
 FS0516  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0516
 FS0516                         *CURRENT SURVEY CONTROL
 FS0516  ___________________________________________________________________
 FS0516* NAD 83(1986)-  35 25 04.     (N)    114 16 33.     (W)     SCALED    
 FS0516* NAVD 88     -      1086.481  (meters)    3564.56   (feet)  ADJUSTED  
 FS0516  ___________________________________________________________________
 FS0516  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0516  DYNAMIC HT  -        1085.204 (meters)    3560.37  (feet)  COMP
 FS0516  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 FS0516  OBS GRAVITY -     979,421.3   (mgal)                       GRAV_OBS
 FS0516
 FS0516  VERT ORDER  -  FIRST     CLASS II
 FS0516
 FS0516.The horizontal coordinates were scaled from a topographic map and have
 FS0516.an estimated accuracy of +/- 6 seconds.
 FS0516
 FS0516.The orthometric height was determined by differential leveling
 FS0516.and adjusted in June 1991.
 FS0516
 FS0516.The geoid height was determined by GEOID03.
 FS0516
 FS0516.The dynamic height is computed by dividing the NAVD 88
 FS0516.geopotential number by the normal gravity value computed on the
 FS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0516.degrees latitude (g = 980.6199 gals.).
 FS0516
 FS0516.The modeled gravity was interpolated from observed gravity values.
 FS0516.The observed gravity was obtained from relative gravimeter ties
 FS0516.to the IGSN71 gravity network.
 FS0516
 FS0516;                    North         East    Units  Estimated Accuracy
 FS0516;SPC AZ W     -   490,060.      165,610.      MT  (+/- 180 meters Scaled)
 FS0516
 FS0516                          SUPERSEDED SURVEY CONTROL
 FS0516
 FS0516  NGVD 29 (??/??/92) 1085.658  (m)         3561.86   (f) ADJ UNCH    1 2
 FS0516
 FS0516.Superseded values are not recommended for survey control.
 FS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0516.See file dsdata.txt to determine how the superseded data were derived.
 FS0516
 FS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV473227(NAD 83)
 FS0516_MARKER: DB = BENCH MARK DISK
 FS0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0516_STAMPING: E 60 1934
 FS0516_MARK LOGO: CGS   
 FS0516_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0516+STABILITY: SURFACE MOTION
 FS0516
 FS0516  HISTORY     - Date     Condition        Report By
 FS0516  HISTORY     - 1934     MONUMENTED       CGS
 FS0516  HISTORY     - 1940     GOOD             NGS
 FS0516  HISTORY     - 1982     GOOD             NGS
 FS0516
 FS0516                          STATION DESCRIPTION
 FS0516
 FS0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0516'4.8 MI NW FROM CHLORIDE.
 FS0516'4.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 0.3 MILE
 FS0516'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 93 AND A ROAD
 FS0516'LEADING TO PRODUCERS MINES INC., 0.1 MILE NORTHWEST OF THE POINT
 FS0516'WHERE U.S. HIGHWAY 93 CROSSES THE OLD ROAD, ABOUT 300 FEET SOUTH
 FS0516'OF THE CENTERLINE OF THE HIGHWAY, 84 FEET EAST OF
 FS0516'POWER-TRANSMISSION LINE POLE 515, 30 FEET SOUTH OF THE CENTERLINE
 FS0516'OF THE OLD ROAD AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FS0516'POST.  A STANDARD DISK, STAMPED E 60 1934 AND SET IN THE
 FS0516'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0516
 FS0516                          STATION RECOVERY (1982)
 FS0516
 FS0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0516'2.4 KM (1.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0516'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 7.7 KM (4.8 MI) NORTHWEST OF
 FS0516'CHLORIDE, 0.8 KM (0.5 MI) NORTHWEST OF THE BRIDGE OVER BIG WASH, 0.5
 FS0516'KM (0.3 MI) NORTHWEST OF THE JUNCTION OF OLD CHLORIDE ROAD, 0.2 KM
 FS0516'(0.1 MI) SOUTHEAST OF MILEPOST 51, 91.3 METERS (300 FT) SOUTHWEST OF
 FS0516'THE CENTERLINE OF THE HIGHWAY, 25.6 METERS (84 FT) SOUTHEAST OF A
 FS0516'POWER LINE POLE, 9.1 METERS (30 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FS0516'OLD HIGHWAY, 60 METERS (197 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 FS0516'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FS0516'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0009 ***********************************************************************
 FR0009  DESIGNATION -  E 61
 FR0009  PID         -  FR0009
 FR0009  STATE/COUNTY-  AZ/COCONINO
 FR0009  USGS QUAD   -  HOWARD LAKE (1989)
 FR0009
 FR0009                         *CURRENT SURVEY CONTROL
 FR0009  ___________________________________________________________________
 FR0009* NAD 83(1986)-  35 37 09.     (N)    112 11 26.     (W)     SCALED    
 FR0009* NAVD 88     -      1825.097  (meters)    5987.84   (feet)  POSTED    
 FR0009  ___________________________________________________________________
 FR0009  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FR0009  DYNAMIC HT  -        1822.680 (meters)    5979.91  (feet)  COMP
 FR0009  MODELED GRAV-     979,244.8   (mgal)                       NAVD 88
 FR0009
 FR0009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0009
 FR0009.The horizontal coordinates were scaled from a topographic map and have
 FR0009.an estimated accuracy of +/- 6 seconds.
 FR0009
 FR0009.The orthometric height was determined by differential leveling
 FR0009.and adjusted by the  in 1992.
 FR0009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0009.rate of 0.0 thru 1.0 mm/km.
 FR0009
 FR0009.The geoid height was determined by GEOID03.
 FR0009
 FR0009.The dynamic height is computed by dividing the NAVD 88
 FR0009.geopotential number by the normal gravity value computed on the
 FR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0009.degrees latitude (g = 980.6199 gals.).
 FR0009
 FR0009.The modeled gravity was interpolated from observed gravity values.
 FR0009
 FR0009;                    North         East    Units  Estimated Accuracy
 FR0009;SPC AZ C     -   512,300.      188,550.      MT  (+/- 180 meters Scaled)
 FR0009
 FR0009                          SUPERSEDED SURVEY CONTROL
 FR0009
 FR0009  NGVD 29 (??/??/92) 1824.226  (m)         5984.98   (f) ADJ UNCH    2 0
 FR0009
 FR0009.Superseded values are not recommended for survey control.
 FR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0009.See file dsdata.txt to determine how the superseded data were derived.
 FR0009
 FR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE921423(NAD 83)
 FR0009_MARKER: DB = BENCH MARK DISK
 FR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0009_STAMPING: E 61 1934
 FR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0009+STABILITY: SURFACE MOTION
 FR0009
 FR0009  HISTORY     - Date     Condition        Report By
 FR0009  HISTORY     - 1934     MONUMENTED       CGS
 FR0009  HISTORY     - 1955     GOOD             NGS
 FR0009
 FR0009                          STATION DESCRIPTION
 FR0009
 FR0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0009'27.25 MI N FROM WILLIAMS.
 FR0009'ABOUT 27-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0009'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE
 FR0009'26-1/2, 33 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 5 FEET SOUTH
 FR0009'OF A POLE.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE TOP OF A
 FR0009'CONCRETE POST.
 FR0009
 FR0009                          STATION RECOVERY (1955)
 FR0009
 FR0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0180 ***********************************************************************
 GP0180  DESIGNATION -  E 62
 GP0180  PID         -  GP0180
 GP0180  STATE/COUNTY-  AZ/COCONINO
 GP0180  USGS QUAD   -  DESERT VIEW (1988)
 GP0180
 GP0180                         *CURRENT SURVEY CONTROL
 GP0180  ___________________________________________________________________
 GP0180* NAD 83(1986)-  36 02 38.     (N)    111 49 34.     (W)     SCALED    
 GP0180* NAVD 88     -      2268.242  (meters)    7441.72   (feet)  POSTED    
 GP0180  ___________________________________________________________________
 GP0180  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0180  DYNAMIC HT  -        2265.090 (meters)    7431.38  (feet)  COMP
 GP0180  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 GP0180
 GP0180  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0180
 GP0180.The horizontal coordinates were scaled from a topographic map and have
 GP0180.an estimated accuracy of +/- 6 seconds.
 GP0180
 GP0180.The orthometric height was determined by differential leveling
 GP0180.and adjusted by the  in 1992.
 GP0180.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0180.rate of 0.0 thru 1.0 mm/km.
 GP0180
 GP0180.The geoid height was determined by GEOID03.
 GP0180
 GP0180.The dynamic height is computed by dividing the NAVD 88
 GP0180.geopotential number by the normal gravity value computed on the
 GP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0180.degrees latitude (g = 980.6199 gals.).
 GP0180
 GP0180.The modeled gravity was interpolated from observed gravity values.
 GP0180
 GP0180;                    North         East    Units  Estimated Accuracy
 GP0180;SPC AZ C     -   559,390.      221,520.      MT  (+/- 180 meters Scaled)
 GP0180
 GP0180                          SUPERSEDED SURVEY CONTROL
 GP0180
 GP0180  NGVD 29 (??/??/92) 2267.163  (m)         7438.18   (f) ADJ UNCH    2 0
 GP0180
 GP0180.Superseded values are not recommended for survey control.
 GP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0180.See file dsdata.txt to determine how the superseded data were derived.
 GP0180
 GP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE255891(NAD 83)
 GP0180_MARKER: DB = BENCH MARK DISK
 GP0180_SETTING: 66 = SET IN ROCK OUTCROP
 GP0180_SP_SET: LIMESTONE LEDGE
 GP0180_STAMPING: E 62 1934
 GP0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0180+STABILITY: POSITION/ELEVATION WELL
 GP0180
 GP0180  HISTORY     - Date     Condition        Report By
 GP0180  HISTORY     - 1934     MONUMENTED       CGS
 GP0180  HISTORY     - 20050721 MARK NOT FOUND   GEOCAC
 GP0180
 GP0180                          STATION DESCRIPTION
 GP0180
 GP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0180'25.0 MI E FROM GRAND CANYON.
 GP0180'ABOUT 25.0 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0180'GRAND CANYON, COCONINO COUNTY, AT DESERT VIEW (FRED HARVEY INDIAN
 GP0180'TOWER), AT THE RIM OF THE CANYON, ABOUT 46 YARDS NORTH OF PINE SLAB
 GP0180'CABIN, 66 FEET NORTHEAST OF THE EAST WINDOW OF THE WATCH TOWER, 52
 GP0180'FEET NORTH OF A STONE STEP AND RAIL, IN THE TOP OF THE NORTHEAST END
 GP0180'OF THE UPPER LEDGE OF AGATIZED LIMESTONE, AND 2-1/2 FEET SOUTH OF A
 GP0180'POINT 10 FEET WEST OF THE EDGE OF THE LEDGE.  A STANDARD DISK, STAMPED
 GP0180'E 62 1934.  NOTE-- 6/61 USGS REPORT-- MARK COULD POSSIBLY BE REACHED
 GP0180'FOM SOUTH, BUT VISUAL INSPECTION INDICATED A VERY DIFFICULT CLIMB.
 GP0180'MARK LOCATED AT DESERT VIEW ON THE S RIM OF THE LITTLE COLO. RIVER
 GP0180'ABOUT 25 MILES E OF GRAND CANYON VILLAGE ON A ROCKY POINT ABOUT 100
 GP0180'FEET N OF STONE OBN. TOWER.
 GP0180
 GP0180                          STATION RECOVERY (2005)
 GP0180
 GP0180'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GP0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0133 ***********************************************************************
 FQ0133  DESIGNATION -  E 64
 FQ0133  PID         -  FQ0133
 FQ0133  STATE/COUNTY-  AZ/NAVAJO
 FQ0133  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0133
 FQ0133                         *CURRENT SURVEY CONTROL
 FQ0133  ___________________________________________________________________
 FQ0133* NAD 83(1986)-  35 52 29.     (N)    110 36 53.     (W)     SCALED    
 FQ0133* NAVD 88     -      1729.721  (meters)    5674.93   (feet)  ADJUSTED  
 FQ0133  ___________________________________________________________________
 FQ0133  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 FQ0133  DYNAMIC HT  -        1727.497 (meters)    5667.63  (feet)  COMP
 FQ0133  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 FQ0133
 FQ0133  VERT ORDER  -  SECOND    CLASS 0
 FQ0133
 FQ0133.The horizontal coordinates were scaled from a topographic map and have
 FQ0133.an estimated accuracy of +/- 6 seconds.
 FQ0133
 FQ0133.The orthometric height was determined by differential leveling
 FQ0133.and adjusted in June 1991.
 FQ0133
 FQ0133.The geoid height was determined by GEOID03.
 FQ0133
 FQ0133.The dynamic height is computed by dividing the NAVD 88
 FQ0133.geopotential number by the normal gravity value computed on the
 FQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0133.degrees latitude (g = 980.6199 gals.).
 FQ0133
 FQ0133.The modeled gravity was interpolated from observed gravity values.
 FQ0133
 FQ0133;                    North         East    Units  Estimated Accuracy
 FQ0133;SPC AZ E     -   540,710.      172,900.      MT  (+/- 180 meters Scaled)
 FQ0133
 FQ0133                          SUPERSEDED SURVEY CONTROL
 FQ0133
 FQ0133  NGVD 29 (??/??/92) 1728.847  (m)         5672.06   (f) ADJ UNCH    2 0
 FQ0133
 FQ0133.Superseded values are not recommended for survey control.
 FQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0133.See file dsdata.txt to determine how the superseded data were derived.
 FQ0133
 FQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE347701(NAD 83)
 FQ0133_MARKER: DB = BENCH MARK DISK
 FQ0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0133_SP_SET: CONCRETE BASE
 FQ0133_STAMPING: E 64 1934
 FQ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0133
 FQ0133  HISTORY     - Date     Condition        Report By
 FQ0133  HISTORY     - 1934     MONUMENTED       CGS
 FQ0133  HISTORY     - 1956     GOOD             NGS
 FQ0133  HISTORY     - 19860603 MARK NOT FOUND   USGS
 FQ0133
 FQ0133                          STATION DESCRIPTION
 FQ0133
 FQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0133'IN ORAIBI.
 FQ0133'AT ORAIBI, NAVAJO COUNTY, AT ORAIBI TRADING POST, 56 FEET SOUTHEAST OF
 FQ0133'THE SOUTHEAST CORNER , IN THE TOP OF THE CONCRETE BASE OF THE GASOLINE
 FQ0133'PUMP, AND 24 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FQ0133'DISK, STAMPED E 64 1934.
 FQ0133
 FQ0133                          STATION RECOVERY (1956)
 FQ0133
 FQ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FQ0133'RECOVERED IN GOOD CONDITION.
 FQ0133
 FQ0133                          STATION RECOVERY (1986)
 FQ0133
 FQ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0519 ***********************************************************************
 DU0519  DESIGNATION -  E 67
 DU0519  PID         -  DU0519
 DU0519  STATE/COUNTY-  AZ/PINAL
 DU0519  USGS QUAD   -  FLORENCE SE (1965)
 DU0519
 DU0519                         *CURRENT SURVEY CONTROL
 DU0519  ___________________________________________________________________
 DU0519* NAD 83(1986)-  33 04 46.     (N)    111 19 36.     (W)     SCALED    
 DU0519* NAVD 88     -       462.65   (+/-2cm)    1517.9    (feet)  VERTCON   
 DU0519  ___________________________________________________________________
 DU0519  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0519
 DU0519.The horizontal coordinates were scaled from a topographic map and have
 DU0519.an estimated accuracy of +/- 6 seconds.
 DU0519
 DU0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0519.The vertical order pertains to the NGVD 29 superseded value.
 DU0519
 DU0519.The geoid height was determined by GEOID03.
 DU0519
 DU0519;                    North         East    Units  Estimated Accuracy
 DU0519;SPC AZ C     -   230,720.      268,440.      MT  (+/- 180 meters Scaled)
 DU0519
 DU0519                          SUPERSEDED SURVEY CONTROL
 DU0519
 DU0519  NGVD 29 (??/??/92)  462.081  (m)         1516.01   (f) ADJ UNCH    2 0
 DU0519
 DU0519.Superseded values are not recommended for survey control.
 DU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0519.See file dsdata.txt to determine how the superseded data were derived.
 DU0519
 DU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB695601(NAD 83)
 DU0519_MARKER: DB = BENCH MARK DISK
 DU0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0519_STAMPING: E 67 1934
 DU0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0519+STABILITY: SURFACE MOTION
 DU0519
 DU0519  HISTORY     - Date     Condition        Report By
 DU0519  HISTORY     - 1934     MONUMENTED       CGS
 DU0519  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DU0519
 DU0519                          STATION DESCRIPTION
 DU0519
 DU0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0519'4.0 MI E FROM FLORENCE.
 DU0519'4 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FLORENCE, 3
 DU0519'FEET WEST OF MILEPOST 963, AND 32 FEET SOUTH OF THE CENTERLINE OF THE
 DU0519'TRACK.  A STANDARD DISK, STAMPED E 67 1934 AND SET IN THE TOP OF A
 DU0519'CONCRETE POST.
 DU0519
 DU0519                          STATION RECOVERY (2008)
 DU0519
 DU0519'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0519'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A HEAVILY
 DU0519'WEEDED AREA AND DID NOT FIND THE MARK OR POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0780 ***********************************************************************
 DU0780  DESIGNATION -  E 68
 DU0780  PID         -  DU0780
 DU0780  STATE/COUNTY-  AZ/MARICOPA
 DU0780  USGS QUAD   -  HIGLEY (1981)
 DU0780
 DU0780                         *CURRENT SURVEY CONTROL
 DU0780  ___________________________________________________________________
 DU0780* NAD 83(1986)-  33 16 29.     (N)    111 39 52.     (W)     SCALED    
 DU0780* NAVD 88     -       416.68   (+/-2cm)    1367.1    (feet)  VERTCON   
 DU0780  ___________________________________________________________________
 DU0780  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0780
 DU0780.The horizontal coordinates were scaled from a topographic map and have
 DU0780.an estimated accuracy of +/- 6 seconds.
 DU0780
 DU0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0780.The vertical order pertains to the NGVD 29 superseded value.
 DU0780
 DU0780.The geoid height was determined by GEOID03.
 DU0780
 DU0780;                    North         East    Units  Estimated Accuracy
 DU0780;SPC AZ C     -   252,250.      236,860.      MT  (+/- 180 meters Scaled)
 DU0780
 DU0780                          SUPERSEDED SURVEY CONTROL
 DU0780
 DU0780  NGVD 29 (??/??/92)  416.180  (m)         1365.42   (f) ADJ UNCH    2 0
 DU0780
 DU0780.Superseded values are not recommended for survey control.
 DU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0780.See file dsdata.txt to determine how the superseded data were derived.
 DU0780
 DU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB381819(NAD 83)
 DU0780_MARKER: DB = BENCH MARK DISK
 DU0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0780_STAMPING: E-68 1934
 DU0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0780+STABILITY: SURFACE MOTION
 DU0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0780+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 DU0780
 DU0780  HISTORY     - Date     Condition        Report By
 DU0780  HISTORY     - 1934     MONUMENTED       CGS
 DU0780  HISTORY     - 20040508 GOOD             GEOCAC
 DU0780  HISTORY     - 20061229 POOR             GEOCAC
 DU0780
 DU0780                          STATION DESCRIPTION
 DU0780
 DU0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0780'4.0 MI SE FROM HIGLEY.
 DU0780'4.0 MI SOUTHEAST OF, ON S.P. RY. (2.1 MI NORTHWEST OF RITTEN HOUSE)
 DU0780'ABOUT 0.4 MI EAST OF GERMANN, 91 FEET SOUTHWEST OF MILE POLE NO. 936,
 DU0780'94 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 40 FEET NORTH OF THE
 DU0780'CENTERLINE OF THE HIGHWAY.
 DU0780
 DU0780                          STATION RECOVERY (2004)
 DU0780
 DU0780'RECOVERY NOTE BY GEOCACHING 2004 (JMH)
 DU0780'RECOVERED IN GOOD CONDITION.
 DU0780
 DU0780                          STATION RECOVERY (2006)
 DU0780
 DU0780'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0780'RECOVERED AS DESCRIBED, EXCEPT THAT THE MONUMENT IS RECTANGULAR
 DU0780'(SQUARE), NOT ROUND. ADDITIONALLY, THE MONUMENT IS LEANING TO THE
 DU0780'SOUTHWEST AT A CONSIDERABLE ANGLE. USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0199 ***********************************************************************
 GP0199  DESIGNATION -  E 7
 GP0199  PID         -  GP0199
 GP0199  STATE/COUNTY-  AZ/COCONINO
 GP0199  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0199
 GP0199                         *CURRENT SURVEY CONTROL
 GP0199  ___________________________________________________________________
 GP0199* NAD 83(1986)-  36 37 49.     (N)    111 39 28.     (W)     SCALED    
 GP0199* NAVD 88     -      1547.683  (meters)    5077.69   (feet)  POSTED    
 GP0199  ___________________________________________________________________
 GP0199  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GP0199  DYNAMIC HT  -        1545.820 (meters)    5071.58  (feet)  COMP
 GP0199  MODELED GRAV-     979,372.8   (mgal)                       NAVD 88
 GP0199
 GP0199  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0199
 GP0199.The horizontal coordinates were scaled from a topographic map and have
 GP0199.an estimated accuracy of +/- 6 seconds.
 GP0199
 GP0199.The orthometric height was determined by differential leveling
 GP0199.and adjusted by the  in 1992.
 GP0199.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0199.rate of 1.1 thru 2.0 mm/km.
 GP0199
 GP0199.The geoid height was determined by GEOID03.
 GP0199
 GP0199.The dynamic height is computed by dividing the NAVD 88
 GP0199.geopotential number by the normal gravity value computed on the
 GP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0199.degrees latitude (g = 980.6199 gals.).
 GP0199
 GP0199.The modeled gravity was interpolated from observed gravity values.
 GP0199
 GP0199;                    North         East    Units  Estimated Accuracy
 GP0199;SPC AZ C     -   624,480.      236,510.      MT  (+/- 180 meters Scaled)
 GP0199
 GP0199                          SUPERSEDED SURVEY CONTROL
 GP0199
 GP0199  NGVD 29 (??/??/92) 1546.708  (m)         5074.49   (f) ADJ UNCH    1 2
 GP0199
 GP0199.Superseded values are not recommended for survey control.
 GP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0199.See file dsdata.txt to determine how the superseded data were derived.
 GP0199
 GP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF411540(NAD 83)
 GP0199_MARKER: DB = BENCH MARK DISK
 GP0199_SETTING: 80 = SET IN A BOULDER
 GP0199_SP_SET: BOULDER
 GP0199_STAMPING: E 7 1921
 GP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0199+STABILITY: SURFACE MOTION
 GP0199
 GP0199  HISTORY     - Date     Condition        Report By
 GP0199  HISTORY     - 1921     MONUMENTED       CGS
 GP0199  HISTORY     - 1962     GOOD             NGS
 GP0199  HISTORY     - 1978     GOOD             USGS
 GP0199  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0199
 GP0199                          STATION DESCRIPTION
 GP0199
 GP0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0199'0.9 MI SW FROM BITTER SPRINGS.
 GP0199'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0199'STATION AT BITTER SPRINGS.  THENCE 0.25 MILE WEST ALONG A DIM TRAIL
 GP0199'ROAD.  THENCE 0.1 MILE SOUTH ALONG AN ABANDONED ROAD BED, 10 FEET EAST
 GP0199'OF THE CENTERLINE OF THE ABANDONED ROAD BED, 5.5 FEET WEST OF A METAL
 GP0199'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD BED LEVEL, AND SET IN THE
 GP0199'TOP OF A 3 FOOT SQUARE RED SANDSTONE BOULDER WHICH PROJECTS 2 FEET
 GP0199'ABOVE THE GROUND.
 GP0199
 GP0199                          STATION RECOVERY (1978)
 GP0199
 GP0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0199'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0199'SPRING, 0.35 MILE S. OF ALONG HWY 89. REMAINDER OF DESCRIPTION IS
 GP0199'ADEQUATE.
 GP0199
 GP0199                          STATION RECOVERY (1993)
 GP0199
 GP0199'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0315 ***********************************************************************
 DT0315  DESIGNATION -  E 70
 DT0315  PID         -  DT0315
 DT0315  STATE/COUNTY-  AZ/GREENLEE
 DT0315  USGS QUAD   -  ROSE PEAK (1967)
 DT0315
 DT0315                         *CURRENT SURVEY CONTROL
 DT0315  ___________________________________________________________________
 DT0315* NAD 83(1986)-  33 29 09.     (N)    109 20 50.     (W)     SCALED    
 DT0315* NAVD 88     -      2183.566  (meters)    7163.92   (feet)  ADJUSTED  
 DT0315  ___________________________________________________________________
 DT0315  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 DT0315  DYNAMIC HT  -        2180.047 (meters)    7152.37  (feet)  COMP
 DT0315  MODELED GRAV-     978,946.9   (mgal)                       NAVD 88
 DT0315
 DT0315  VERT ORDER  -  SECOND    CLASS 0
 DT0315
 DT0315.The horizontal coordinates were scaled from a topographic map and have
 DT0315.an estimated accuracy of +/- 6 seconds.
 DT0315
 DT0315.The orthometric height was determined by differential leveling
 DT0315.and adjusted in June 1991.
 DT0315
 DT0315.The geoid height was determined by GEOID03.
 DT0315
 DT0315.The dynamic height is computed by dividing the NAVD 88
 DT0315.geopotential number by the normal gravity value computed on the
 DT0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0315.degrees latitude (g = 980.6199 gals.).
 DT0315
 DT0315.The modeled gravity was interpolated from observed gravity values.
 DT0315
 DT0315;                    North         East    Units  Estimated Accuracy
 DT0315;SPC AZ E     -   275,930.      289,510.      MT  (+/- 180 meters Scaled)
 DT0315
 DT0315                          SUPERSEDED SURVEY CONTROL
 DT0315
 DT0315  NGVD 29 (??/??/92) 2182.531  (m)         7160.52   (f) ADJ UNCH    2 0
 DT0315
 DT0315.Superseded values are not recommended for survey control.
 DT0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0315.See file dsdata.txt to determine how the superseded data were derived.
 DT0315
 DT0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC535063(NAD 83)
 DT0315_MARKER: DB = BENCH MARK DISK
 DT0315_SETTING: 66 = SET IN ROCK OUTCROP
 DT0315_SP_SET: MALPAIS ROCK
 DT0315_STAMPING: E-70 1934
 DT0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0315+STABILITY: POSITION/ELEVATION WELL
 DT0315
 DT0315  HISTORY     - Date     Condition        Report By
 DT0315  HISTORY     - 1934     MONUMENTED       CGS
 DT0315  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0315
 DT0315                          STATION DESCRIPTION
 DT0315
 DT0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0315'43.1 MI S FROM ALPINE.
 DT0315'43.1 MI SOUTH ON STATE HWY NO.71 ABOUT 100 YDS SOUTH OF A 24 IN. G.I.
 DT0315'CULVERT, ALSO ABOUT 350 YDS NORTH OF A G.I. CULVERT 70 FEET EAST OF A
 DT0315'FENCE LINE AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0315
 DT0315                          STATION RECOVERY (1967)
 DT0315
 DT0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0077 ***********************************************************************
 FQ0077  DESIGNATION -  E 71
 FQ0077  PID         -  FQ0077
 FQ0077  STATE/COUNTY-  AZ/COCONINO
 FQ0077  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0077
 FQ0077                         *CURRENT SURVEY CONTROL
 FQ0077  ___________________________________________________________________
 FQ0077* NAD 83(1986)-  35 28 39.     (N)    110 54 30.     (W)     SCALED    
 FQ0077* NAVD 88     -      1499.900  (meters)    4920.92   (feet)  ADJUSTED  
 FQ0077  ___________________________________________________________________
 FQ0077  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0077  DYNAMIC HT  -        1497.974 (meters)    4914.60  (feet)  COMP
 FQ0077  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 FQ0077
 FQ0077  VERT ORDER  -  SECOND    CLASS 0
 FQ0077
 FQ0077.The horizontal coordinates were scaled from a topographic map and have
 FQ0077.an estimated accuracy of +/- 6 seconds.
 FQ0077
 FQ0077.The orthometric height was determined by differential leveling
 FQ0077.and adjusted in June 1991.
 FQ0077
 FQ0077.The geoid height was determined by GEOID03.
 FQ0077
 FQ0077.The dynamic height is computed by dividing the NAVD 88
 FQ0077.geopotential number by the normal gravity value computed on the
 FQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0077.degrees latitude (g = 980.6199 gals.).
 FQ0077
 FQ0077.The modeled gravity was interpolated from observed gravity values.
 FQ0077
 FQ0077;                    North         East    Units  Estimated Accuracy
 FQ0077;SPC AZ C     -   497,010.      304,860.      MT  (+/- 180 meters Scaled)
 FQ0077
 FQ0077                          SUPERSEDED SURVEY CONTROL
 FQ0077
 FQ0077  NGVD 29 (??/??/92) 1499.132  (m)         4918.40   (f) ADJ UNCH    2 0
 FQ0077
 FQ0077.Superseded values are not recommended for survey control.
 FQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0077.See file dsdata.txt to determine how the superseded data were derived.
 FQ0077
 FQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE083260(NAD 83)
 FQ0077_MARKER: DB = BENCH MARK DISK
 FQ0077_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0077_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0077_STAMPING: E 71 1934
 FQ0077_MARK LOGO: CGS   
 FQ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0077+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1968
 FQ0077
 FQ0077  HISTORY     - Date     Condition        Report By
 FQ0077  HISTORY     - 1934     MONUMENTED       CGS
 FQ0077  HISTORY     - 19680614 GOOD             USGS
 FQ0077
 FQ0077                          STATION DESCRIPTION
 FQ0077
 FQ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0077'18.4 MI NE FROM LEUPP.
 FQ0077'18.4 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0077'COCONINO COUNTY, ABOUT 0.4 MILE SOUTH OF A WOODEN BRIDGE, AND ABOUT 50
 FQ0077'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FQ0077'E 71 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7
 FQ0077'INCHES ABOVE GROUND.
 FQ0077
 FQ0077                          STATION RECOVERY (1968)
 FQ0077
 FQ0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0022 ***********************************************************************
 FQ0022  DESIGNATION -  E 72
 FQ0022  PID         -  FQ0022
 FQ0022  STATE/COUNTY-  AZ/NAVAJO
 FQ0022  USGS QUAD   -  WHITE CONE (1991)
 FQ0022
 FQ0022                         *CURRENT SURVEY CONTROL
 FQ0022  ___________________________________________________________________
 FQ0022* NAD 83(1986)-  35 35 27.     (N)    110 05 52.     (W)     SCALED    
 FQ0022* NAVD 88     -      1842.317  (meters)    6044.34   (feet)  ADJUSTED  
 FQ0022  ___________________________________________________________________
 FQ0022  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 FQ0022  DYNAMIC HT  -        1839.849 (meters)    6036.24  (feet)  COMP
 FQ0022  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 FQ0022
 FQ0022  VERT ORDER  -  SECOND    CLASS 0
 FQ0022
 FQ0022.The horizontal coordinates were scaled from a topographic map and have
 FQ0022.an estimated accuracy of +/- 6 seconds.
 FQ0022
 FQ0022.The orthometric height was determined by differential leveling
 FQ0022.and adjusted in June 1991.
 FQ0022
 FQ0022.The geoid height was determined by GEOID03.
 FQ0022
 FQ0022.The dynamic height is computed by dividing the NAVD 88
 FQ0022.geopotential number by the normal gravity value computed on the
 FQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0022.degrees latitude (g = 980.6199 gals.).
 FQ0022
 FQ0022.The modeled gravity was interpolated from observed gravity values.
 FQ0022
 FQ0022;                    North         East    Units  Estimated Accuracy
 FQ0022;SPC AZ E     -   509,120.      219,600.      MT  (+/- 180 meters Scaled)
 FQ0022
 FQ0022                          SUPERSEDED SURVEY CONTROL
 FQ0022
 FQ0022  NGVD 29 (??/??/92) 1841.403  (m)         6041.34   (f) ADJ UNCH    2 0
 FQ0022
 FQ0022.Superseded values are not recommended for survey control.
 FQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0022.See file dsdata.txt to determine how the superseded data were derived.
 FQ0022
 FQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE817389(NAD 83)
 FQ0022_MARKER: DB = BENCH MARK DISK
 FQ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0022_STAMPING: E 72 1934
 FQ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0022+STABILITY: SURFACE MOTION
 FQ0022
 FQ0022  HISTORY     - Date     Condition        Report By
 FQ0022  HISTORY     - 1934     MONUMENTED       CGS
 FQ0022  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0022
 FQ0022                          STATION DESCRIPTION
 FQ0022
 FQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0022'13.4 MI N FROM INDIAN WELLS.
 FQ0022'13.4 MILES NORTH ALONG THE KEAMS CANYON ROAD FROM INDIAN WELLS, NAVAJO
 FQ0022'COUNTY, 3.0 MILES NORTHWEST OF THE WHITE CONE TRADING POST, NEAR THE
 FQ0022'CENTER OF A WIDE VALLEY, AND 42 FEET EAST OF THE CENTERLINE OF THE
 FQ0022'ROAD.  A STANDARD DISK, STAMPED E 72 1934 AND SET IN THE TOP OF A
 FQ0022'CONCRETE POST.
 FQ0022
 FQ0022                          STATION RECOVERY (1965)
 FQ0022
 FQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0333 ***********************************************************************
 FP0333  DESIGNATION -  E 73
 FP0333  PID         -  FP0333
 FP0333  STATE/COUNTY-  AZ/APACHE
 FP0333  USGS QUAD   -  GANADO MESA SW (1972)
 FP0333
 FP0333                         *CURRENT SURVEY CONTROL
 FP0333  ___________________________________________________________________
 FP0333* NAD 83(1986)-  35 46 38.     (N)    109 43 54.     (W)     SCALED    
 FP0333* NAVD 88     -      1964.897  (meters)    6446.50   (feet)  ADJUSTED  
 FP0333  ___________________________________________________________________
 FP0333  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FP0333  DYNAMIC HT  -        1962.254 (meters)    6437.83  (feet)  COMP
 FP0333  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 FP0333
 FP0333  VERT ORDER  -  SECOND    CLASS 0
 FP0333
 FP0333.The horizontal coordinates were scaled from a topographic map and have
 FP0333.an estimated accuracy of +/- 6 seconds.
 FP0333
 FP0333.The orthometric height was determined by differential leveling
 FP0333.and adjusted in June 1991.
 FP0333
 FP0333.The geoid height was determined by GEOID03.
 FP0333
 FP0333.The dynamic height is computed by dividing the NAVD 88
 FP0333.geopotential number by the normal gravity value computed on the
 FP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0333.degrees latitude (g = 980.6199 gals.).
 FP0333
 FP0333.The modeled gravity was interpolated from observed gravity values.
 FP0333
 FP0333;                    North         East    Units  Estimated Accuracy
 FP0333;SPC AZ E     -   529,880.      252,690.      MT  (+/- 180 meters Scaled)
 FP0333
 FP0333                          SUPERSEDED SURVEY CONTROL
 FP0333
 FP0333  NGVD 29 (??/??/92) 1963.953  (m)         6443.40   (f) ADJ UNCH    2 0
 FP0333
 FP0333.Superseded values are not recommended for survey control.
 FP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0333.See file dsdata.txt to determine how the superseded data were derived.
 FP0333
 FP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE146599(NAD 83)
 FP0333_MARKER: DB = BENCH MARK DISK
 FP0333_SETTING: 0 = UNSPECIFIED SETTING
 FP0333_STAMPING: E 73 1934
 FP0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0333
 FP0333  HISTORY     - Date     Condition        Report By
 FP0333  HISTORY     - 1934     MONUMENTED       CGS
 FP0333  HISTORY     - 1972     GOOD             USGS
 FP0333
 FP0333                          STATION DESCRIPTION
 FP0333
 FP0333'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0333'12.6 MI W FROM GANADO.
 FP0333'FROM THE INTERSECTION OF STATE HWYS 264 AND 63 IN GANADO, GO WEST 12.6
 FP0333'MILES TO THE TOP OF A RIDGE AND A TELEPHONE POLE.  BM IS 250 NORTH OF
 FP0333'THE CENTER OF THE HWY, 150 FEET NORTH OF RIGHT AWAY MARKER (PT2130 X
 FP0333'35.37), 68 FEET NORTH OF AN OLD ABANDON ROAD AND AT THE SOUTH EDGE OF
 FP0333'ANOTHER ABANDON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0218 ***********************************************************************
 ER0218  DESIGNATION -  E 74
 ER0218  PID         -  ER0218
 ER0218  STATE/COUNTY-  AZ/APACHE
 ER0218  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0218
 ER0218                         *CURRENT SURVEY CONTROL
 ER0218  ___________________________________________________________________
 ER0218* NAD 83(1986)-  34 08 54.     (N)    109 07 14.     (W)     SCALED    
 ER0218* NAVD 88     -      2157.638  (meters)    7078.85   (feet)  ADJUSTED  
 ER0218  ___________________________________________________________________
 ER0218  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 ER0218  DYNAMIC HT  -        2154.301 (meters)    7067.90  (feet)  COMP
 ER0218  MODELED GRAV-     979,011.6   (mgal)                       NAVD 88
 ER0218
 ER0218  VERT ORDER  -  SECOND    CLASS 0
 ER0218
 ER0218.The horizontal coordinates were scaled from a topographic map and have
 ER0218.an estimated accuracy of +/- 6 seconds.
 ER0218
 ER0218.The orthometric height was determined by differential leveling
 ER0218.and adjusted in June 1991.
 ER0218
 ER0218.The geoid height was determined by GEOID03.
 ER0218
 ER0218.The dynamic height is computed by dividing the NAVD 88
 ER0218.geopotential number by the normal gravity value computed on the
 ER0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0218.degrees latitude (g = 980.6199 gals.).
 ER0218
 ER0218.The modeled gravity was interpolated from observed gravity values.
 ER0218
 ER0218;                    North         East    Units  Estimated Accuracy
 ER0218;SPC AZ E     -   349,600.      309,830.      MT  (+/- 180 meters Scaled)
 ER0218
 ER0218                          SUPERSEDED SURVEY CONTROL
 ER0218
 ER0218  NGVD 29 (??/??/92) 2156.685  (m)         7075.72   (f) ADJ UNCH    2 0
 ER0218
 ER0218.Superseded values are not recommended for survey control.
 ER0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0218.See file dsdata.txt to determine how the superseded data were derived.
 ER0218
 ER0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC732801(NAD 83)
 ER0218_MARKER: DB = BENCH MARK DISK
 ER0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0218_SP_SET: BRIDGE
 ER0218_STAMPING: E 74 1934
 ER0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0218
 ER0218  HISTORY     - Date     Condition        Report By
 ER0218  HISTORY     - 1934     MONUMENTED       CGS
 ER0218
 ER0218                          STATION DESCRIPTION
 ER0218
 ER0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0218'9.5 MI E FROM SPRINGERVILLE.
 ER0218'FROM THE POST OFFICE IN SPRINGERVILLE GO 9.5 MILES EAST ALONG U.S.
 ER0218'HWY. 60 TO A ROAD INTERSECTION ON THE RIGHT, (SOUTH) TURN RIGHT ON
 ER0218'GRAVEL ROAD AND GO 0.5 MILE TO OLD HIGHWAY 60, TURN LEFT ON OLD U.S.
 ER0218'HWY. 60 AND GO 0.5 MILE TO A CONCRETE BRIDGE.  BM IS 12 FEET SOUTH OF
 ER0218'THE CENTER LINE OF ROAD, AND SET IN TOP OF THE EAST END OF THE SOUTH
 ER0218'CONCRETE HEAD WALL.  STAMPED E 74 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0276 ***********************************************************************
 CY0276  DESIGNATION -  E 75
 CY0276  PID         -  CY0276
 CY0276  STATE/COUNTY-  AZ/GREENLEE
 CY0276  USGS QUAD   -  ROUND MOUNTAIN (1986)
 CY0276
 CY0276                         *CURRENT SURVEY CONTROL
 CY0276  ___________________________________________________________________
 CY0276* NAD 83(1986)-  32 37 23.     (N)    109 03 40.     (W)     SCALED    
 CY0276* NAVD 88     -      1176.30   (+/-2cm)    3859.2    (feet)  VERTCON   
 CY0276  ___________________________________________________________________
 CY0276  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CY0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0276
 CY0276.The horizontal coordinates were scaled from a topographic map and have
 CY0276.an estimated accuracy of +/- 6 seconds.
 CY0276
 CY0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0276.The vertical order pertains to the NGVD 29 superseded value.
 CY0276
 CY0276.The geoid height was determined by GEOID03.
 CY0276
 CY0276;                    North         East    Units  Estimated Accuracy
 CY0276;SPC AZ E     -   180,490.      317,110.      MT  (+/- 180 meters Scaled)
 CY0276
 CY0276                          SUPERSEDED SURVEY CONTROL
 CY0276
 CY0276  NGVD 29 (??/??/92) 1175.607  (m)         3856.97   (f) ADJ UNCH    2 0
 CY0276
 CY0276.Superseded values are not recommended for survey control.
 CY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0276.See file dsdata.txt to determine how the superseded data were derived.
 CY0276
 CY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB819111(NAD 83)
 CY0276_MARKER: DB = BENCH MARK DISK
 CY0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0276_STAMPING: E-75 1934
 CY0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0276+STABILITY: SURFACE MOTION
 CY0276
 CY0276  HISTORY     - Date     Condition        Report By
 CY0276  HISTORY     - 1934     MONUMENTED       CGS
 CY0276
 CY0276                          STATION DESCRIPTION
 CY0276
 CY0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0276'7.4 MI SE FROM DUNCAN.
 CY0276'7.4 MI. S.E. ALONG A. AND N.M. RY.  ABOUT 1/4 MI. S.E. OF A WINDMILL
 CY0276'AND WATERING TROUGH, 138 FT. N.W. OF MI. POST 1177, AND 60 FT. E. OF
 CY0276'THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0392 ***********************************************************************
 CG0392  DESIGNATION -  E 76
 CG0392  PID         -  CG0392
 CG0392  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0392  USGS QUAD   -  TUBAC (1981)
 CG0392
 CG0392                         *CURRENT SURVEY CONTROL
 CG0392  ___________________________________________________________________
 CG0392* NAD 83(1986)-  31 34 04.     (N)    111 02 33.     (W)     SCALED    
 CG0392* NAVD 88     -       993.37   (+/-2cm)    3259.1    (feet)  VERTCON   
 CG0392  ___________________________________________________________________
 CG0392  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0392  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0392
 CG0392.The horizontal coordinates were scaled from a topographic map and have
 CG0392.an estimated accuracy of +/- 6 seconds.
 CG0392
 CG0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0392.The vertical order pertains to the NGVD 29 superseded value.
 CG0392
 CG0392.The geoid height was determined by GEOID03.
 CG0392
 CG0392;                    North         East    Units  Estimated Accuracy
 CG0392;SPC AZ C     -    63,280.      296,340.      MT  (+/- 180 meters Scaled)
 CG0392
 CG0392                          SUPERSEDED SURVEY CONTROL
 CG0392
 CG0392  NGVD 29 (??/??/92)  992.526  (m)         3256.31   (f) ADJ UNCH    1 2
 CG0392
 CG0392.Superseded values are not recommended for survey control.
 CG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0392.See file dsdata.txt to determine how the superseded data were derived.
 CG0392
 CG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV959925(NAD 83)
 CG0392_MARKER: DB = BENCH MARK DISK
 CG0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0392_STAMPING: E 76 1934
 CG0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0392+STABILITY: SURFACE MOTION
 CG0392
 CG0392  HISTORY     - Date     Condition        Report By
 CG0392  HISTORY     - 1934     MONUMENTED       CGS
 CG0392  HISTORY     - 1953     GOOD             NGS
 CG0392
 CG0392                          STATION DESCRIPTION
 CG0392
 CG0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0392'9.8 MI S FROM AMADO.
 CG0392'9.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0392'WATER TANK AT AMADO, 4-1/4 POLES SOUTH OF AND ACROSS THE TRACK FROM
 CG0392'MILEPOLE 1031, EAST ACROSS THE TRACK FROM A LARGE RANCH BUILDING, 67.8
 CG0392'FEET WEST OF THE CENTER OF A METAL GATE, 43 FEET SOUTHEAST OF THE
 CG0392'CENTER OF THE CROSSING OF A DIRT FARM ROAD, 31.6 FEET EAST OF THE EAST
 CG0392'RAIL, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF
 CG0392'A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE
 CG0392'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0321 ***********************************************************************
 CG0321  DESIGNATION -  E 77
 CG0321  PID         -  CG0321
 CG0321  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0321  USGS QUAD   -  SONOITA (1983)
 CG0321
 CG0321                         *CURRENT SURVEY CONTROL
 CG0321  ___________________________________________________________________
 CG0321* NAD 83(1986)-  31 39 20.     (N)    110 42 44.     (W)     SCALED    
 CG0321* NAVD 88     -      1395.50   (+/-2cm)    4578.4    (feet)  VERTCON   
 CG0321  ___________________________________________________________________
 CG0321  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CG0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0321
 CG0321.The horizontal coordinates were scaled from a topographic map and have
 CG0321.an estimated accuracy of +/- 6 seconds.
 CG0321
 CG0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0321.The vertical order pertains to the NGVD 29 superseded value.
 CG0321
 CG0321.The geoid height was determined by GEOID03.
 CG0321
 CG0321;                    North         East    Units  Estimated Accuracy
 CG0321;SPC AZ C     -    73,310.      327,590.      MT  (+/- 180 meters Scaled)
 CG0321
 CG0321                          SUPERSEDED SURVEY CONTROL
 CG0321
 CG0321  NGVD 29 (??/??/92) 1394.604  (m)         4575.46   (f) ADJ UNCH    2 0
 CG0321
 CG0321.Superseded values are not recommended for survey control.
 CG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0321.See file dsdata.txt to determine how the superseded data were derived.
 CG0321
 CG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA272022(NAD 83)
 CG0321_MARKER: DB = BENCH MARK DISK
 CG0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0321_STAMPING: E 77 1934
 CG0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0321+STABILITY: SURFACE MOTION
 CG0321
 CG0321  HISTORY     - Date     Condition        Report By
 CG0321  HISTORY     - 1934     MONUMENTED       CGS
 CG0321  HISTORY     - 1947     GOOD             NGS
 CG0321  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0321
 CG0321                          STATION DESCRIPTION
 CG0321
 CG0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CG0321'4.1 MI SW FROM SONOITA.
 CG0321'4.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 CG0321'SONOITA, SANTA CRUZ COUNTY, AT THE CROSSING OF OLD STATE HIGHWAY 82,
 CG0321'35 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET EAST OF THE
 CG0321'CENTERLINE OF THE OLD HIGHWAY, 45 FEET NORTHWEST OF A LARGE OAK TREE,
 CG0321'22 FEET NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE LINE. A
 CG0321'STANDARD DISK, STAMPED E 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0321'POST.
 CG0321
 CG0321                          STATION RECOVERY (1998)
 CG0321
 CG0321'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0104 ***********************************************************************
 GP0104  DESIGNATION -  E 78
 GP0104  PID         -  GP0104
 GP0104  STATE/COUNTY-  AZ/COCONINO
 GP0104  USGS QUAD   -  PAGE (1985)
 GP0104
 GP0104                         *CURRENT SURVEY CONTROL
 GP0104  ___________________________________________________________________
 GP0104* NAD 83(2007)-  36 56 17.01027(N)    111 28 45.51376(W)     ADJUSTED  
 GP0104* NAVD 88     -      1158.365  (meters)    3800.40   (feet)  ADJUSTED  
 GP0104  ___________________________________________________________________
 GP0104  EPOCH DATE  -        2007.00
 GP0104  X           -  -1,869,285.918 (meters)                     COMP
 GP0104  Y           -  -4,750,488.834 (meters)                     COMP
 GP0104  Z           -   3,812,583.040 (meters)                     COMP
 GP0104  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GP0104  ELLIP HEIGHT-        1134.888 (meters)          (02/10/07) ADJUSTED
 GP0104  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0104  DYNAMIC HT  -        1157.056 (meters)    3796.11  (feet)  COMP
 GP0104
 GP0104  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0104  Type    PID    Designation                      North   East  Ellip
 GP0104  -------------------------------------------------------------------
 GP0104  NETWORK GP0104 E 78                              0.43   0.31   0.82
 GP0104  -------------------------------------------------------------------
 GP0104  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 GP0104
 GP0104  VERT ORDER  -  FIRST     CLASS II
 GP0104
 GP0104.The horizontal coordinates were established by GPS observations
 GP0104.and adjusted by the National Geodetic Survey in February 2007.
 GP0104
 GP0104.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0104.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0104.The horizontal coordinates are valid at the epoch date displayed above.
 GP0104.The epoch date for horizontal control is a decimal equivalence
 GP0104.of Year/Month/Day.
 GP0104
 GP0104.The orthometric height was determined by differential leveling
 GP0104.and adjusted in June 1991.
 GP0104.WARNING-Repeat measurements at this control monument indicate possible
 GP0104.vertical movement.
 GP0104
 GP0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0104
 GP0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0104
 GP0104.The ellipsoidal height was determined by GPS observations
 GP0104.and is referenced to NAD 83.
 GP0104
 GP0104.The geoid height was determined by GEOID03.
 GP0104
 GP0104.The dynamic height is computed by dividing the NAVD 88
 GP0104.geopotential number by the normal gravity value computed on the
 GP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0104.degrees latitude (g = 980.6199 gals.).
 GP0104
 GP0104.The modeled gravity was interpolated from observed gravity values.
 GP0104
 GP0104;                    North         East     Units Scale Factor Converg.
 GP0104;SPC AZ C     -   658,686.045   252,317.669   MT  0.99991869   +0 15 46.2
 GP0104;SPC AZ C     - 2,161,043.45    827,813.87   iFT  0.99991869   +0 15 46.2
 GP0104;UTM  12      - 4,088,108.312   457,318.228   MT  0.99962244   -0 17 17.0
 GP0104
 GP0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0104!SPC AZ C     -   0.99982193  x   0.99991869  =   0.99974063
 GP0104!UTM  12      -   0.99982193  x   0.99962244  =   0.99944444
 GP0104
 GP0104                          SUPERSEDED SURVEY CONTROL
 GP0104
 GP0104  NAD 83(1992)-  36 56 17.01019(N)    111 28 45.51351(W) AD(       ) B
 GP0104  ELLIP H (08/22/05) 1134.892  (m)                       GP(       ) 3 1
 GP0104  NAVD 88 (08/22/05) 1158.37   (m)         3800.4    (f) LEVELING    3  
 GP0104  NGVD 29 (??/??/92) 1157.498  (m)         3797.56   (f) ADJ UNCH    1 2
 GP0104
 GP0104.Superseded values are not recommended for survey control.
 GP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0104.See file dsdata.txt to determine how the superseded data were derived.
 GP0104
 GP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5731888108(NAD 83)
 GP0104_MARKER: DD = SURVEY DISK
 GP0104_SETTING: 66 = SET IN ROCK OUTCROP
 GP0104_SP_SET: SANDSTONE OUTCROP
 GP0104_STAMPING: BM E 78 1957
 GP0104_MARK LOGO: BOR   
 GP0104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0104+STABILITY: POSITION/ELEVATION WELL
 GP0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0104+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0104
 GP0104  HISTORY     - Date     Condition        Report By
 GP0104  HISTORY     - 1957     MONUMENTED       BOR
 GP0104  HISTORY     - 1962     GOOD             NGS
 GP0104  HISTORY     - 1983     GOOD             NGS
 GP0104  HISTORY     - 20050401 GOOD             NGS
 GP0104
 GP0104                          STATION DESCRIPTION
 GP0104
 GP0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0104'0.6 MI NE FROM PAGE.
 GP0104'ABOUT 0.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END
 GP0104'OF THE GLEN CANYON BRIDGE AT PAGE, TO A BLINKING LIGHT.  THENCE 0.15
 GP0104'MILE NORTH-NORTHEAST ALONG A GRAVELED ROAD TO A GUARD GATE.  THENCE
 GP0104'0.1 MILE WEST ALONG A PAVED ROAD.  THENCE 0.1 MILE NORTH ALONG A
 GP0104'GRAVELED ROAD ALONG THE SOUTHWEST SIDE OF A STEEL MESH FENCE.  163
 GP0104'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 GP0104'SANDSTONE OUTCROP WHICH IS ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD,
 GP0104'174 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE STEEL MESH FENCE, 107
 GP0104'FEET NORTH-NORTHEAST OF POWER POLE NUMBER 18-12, 77 FEET WEST OF THE
 GP0104'WEST SIDE OF A MUSHROOM SHAPED SANDSTONE FORMATION, AND BETWEEN TWO
 GP0104'2-INCH METAL PIPES WHICH SUPPORT A 2X4-INCH BOARD WHICH PROTECTS THE
 GP0104'MARK.
 GP0104
 GP0104                          STATION RECOVERY (1983)
 GP0104
 GP0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0104'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM
 GP0104'(0.1 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE NORTHEAST END OF THE
 GP0104'GLEN CANYON BRIDGE IN PAGE, THENCE 0.16 KM (0.1 MI) NORTHWEST ALONG A
 GP0104'PAVED ROAD, IN TOP OF AND 5.1 METERS (17 FT) SOUTHEAST OF THE
 GP0104'NORTHWEST AND BOTTOM EDGE OF A SMALL SANDSTONE OUTCROP KNOLL ON THE
 GP0104'NORTH END OF A MASSIVE SANDSTONE OUTCROP FORMATION, AT THE SOUTH END
 GP0104'OF A GRADED CLEARING, 62.2 METERS (204 FT) NORTHEAST OF THE CENTER OF
 GP0104'THE PAVED ROAD, 69.8 METERS (229 FT) EAST OF THE T-JUNCTION OF A CHAIN
 GP0104'LINK FENCE FOR THE SECOND GATE ACROSS THE PAVED ROAD, 69.8 METERS
 GP0104'(229 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 1.5 METERS (5 FT)
 GP0104'ABOVE THE GRADED CLEARING.
 GP0104'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 GP0104'THE MARK IS 1.8 M ABOVE THE PAVED ROAD.
 GP0104
 GP0104                          STATION RECOVERY (2005)
 GP0104
 GP0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0104'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0189 ***********************************************************************
 CF0189  DESIGNATION -  E 78
 CF0189  PID         -  CF0189
 CF0189  STATE/COUNTY-  AZ/COCHISE
 CF0189  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0189
 CF0189                         *CURRENT SURVEY CONTROL
 CF0189  ___________________________________________________________________
 CF0189* NAD 83(1986)-  31 44 50.     (N)    109 55 04.     (W)     SCALED    
 CF0189* NAVD 88     -      1591.43   (+/-2cm)    5221.2    (feet)  VERTCON   
 CF0189  ___________________________________________________________________
 CF0189  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0189
 CF0189.The horizontal coordinates were scaled from a topographic map and have
 CF0189.an estimated accuracy of +/- 6 seconds.
 CF0189
 CF0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0189.The vertical order pertains to the NGVD 29 superseded value.
 CF0189
 CF0189.The geoid height was determined by GEOID03.
 CF0189
 CF0189;                    North         East    Units  Estimated Accuracy
 CF0189;SPC AZ E     -    82,870.      236,940.      MT  (+/- 180 meters Scaled)
 CF0189
 CF0189                          SUPERSEDED SURVEY CONTROL
 CF0189
 CF0189  NGVD 29 (??/??/92) 1590.503  (m)         5218.18   (f) ADJ UNCH    2 0
 CF0189
 CF0189.Superseded values are not recommended for survey control.
 CF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0189.See file dsdata.txt to determine how the superseded data were derived.
 CF0189
 CF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA025129(NAD 83)
 CF0189_MARKER: DB = BENCH MARK DISK
 CF0189_SETTING: 80 = SET IN A BOULDER
 CF0189_SP_SET: BOULDER
 CF0189_STAMPING: E 78 1934
 CF0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0189+STABILITY: SURFACE MOTION
 CF0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0189+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CF0189
 CF0189  HISTORY     - Date     Condition        Report By
 CF0189  HISTORY     - 1934     MONUMENTED       CGS
 CF0189  HISTORY     - 20070504 GOOD             GEOCAC
 CF0189
 CF0189                          STATION DESCRIPTION
 CF0189
 CF0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0189'6.1 MI W FROM GLEASON.
 CF0189'6.1 MILES WEST ALONG THE TOMBSTONE ROAD FROM GLEASON, COCHISE COUNTY,
 CF0189'85 FEET SOUTHWEST OF A ROCK CAIRN, 45 FEET WEST OF THE WEST SIDE OF A
 CF0189'SADDLE, 72 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT A ROCK
 CF0189'OUTCROP, AND IN THE TOP OF A LARGE  BOULDER.  A STANDARD DISK, STAMPED
 CF0189'E 78 1934.
 CF0189
 CF0189                          STATION RECOVERY (2007)
 CF0189
 CF0189'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CF0189'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CF0189'THE DESCRIPTION   THE ROCK CAIRN IS NO LONGER IN THE AREA, AND THE
 CF0189'MARK IS 25 FEET SOUTH OF A BARBWIRE FENCE. HANDHELD COORDINATES
 CF0189' 
 CF0189'31 44 50.1 (N)   109 55 05.8 (W)  (NAD 83).
 CF0189' 
 CF0189'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CF0189'SOUTHEAST ON SAFFORD STREET FOR 0.1 MILES TO STATE HIGHWAY 80. TURN
 CF0189'RIGHT AND TRAVEL SOUTHWEST FOR 0.1 MILES THEN SOUTHEAST FOR 0.9 MILES
 CF0189'ON STATE HIGHWAY 80 TO CAMINO SAN RAFAEL ROAD. TURN LEFT AND TRAVEL
 CF0189'NORTH ON CAMINO SAN RAFAEL ROAD FOR 1.1 MILES TO GLEESON ROAD.
 CF0189'TURN RIGHT AND TRAVEL EAST ON GLEESON ROAD FOR 0.4 MILES TO A CATTLE
 CF0189'GUARD WHERE THE ROAD BECOMES A GRADED ROAD AND CONTINUE 7.9 MILES TO
 CF0189'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0105 ***********************************************************************
 GP0105  DESIGNATION -  E 79
 GP0105  PID         -  GP0105
 GP0105  STATE/COUNTY-  AZ/COCONINO
 GP0105  USGS QUAD   -  PAGE (1985)
 GP0105
 GP0105                         *CURRENT SURVEY CONTROL
 GP0105  ___________________________________________________________________
 GP0105* NAD 83(1986)-  36 56 17.     (N)    111 28 29.     (W)     SCALED    
 GP0105* NAVD 88     -      1184.884  (meters)    3887.41   (feet)  ADJUSTED  
 GP0105  ___________________________________________________________________
 GP0105  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0105  DYNAMIC HT  -        1183.545 (meters)    3883.01  (feet)  COMP
 GP0105  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 GP0105
 GP0105  VERT ORDER  -  FIRST     CLASS II
 GP0105
 GP0105.The horizontal coordinates were scaled from a topographic map and have
 GP0105.an estimated accuracy of +/- 6 seconds.
 GP0105
 GP0105.The orthometric height was determined by differential leveling
 GP0105.and adjusted in June 1991.
 GP0105
 GP0105.The geoid height was determined by GEOID03.
 GP0105
 GP0105.The dynamic height is computed by dividing the NAVD 88
 GP0105.geopotential number by the normal gravity value computed on the
 GP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0105.degrees latitude (g = 980.6199 gals.).
 GP0105
 GP0105.The modeled gravity was interpolated from observed gravity values.
 GP0105
 GP0105;                    North         East    Units  Estimated Accuracy
 GP0105;SPC AZ C     -   658,690.      252,730.      MT  (+/- 180 meters Scaled)
 GP0105
 GP0105                          SUPERSEDED SURVEY CONTROL
 GP0105
 GP0105  NGVD 29 (??/??/92) 1184.008  (m)         3884.53   (f) ADJ UNCH    1 2
 GP0105
 GP0105.Superseded values are not recommended for survey control.
 GP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0105.See file dsdata.txt to determine how the superseded data were derived.
 GP0105
 GP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF577881(NAD 83)
 GP0105_MARKER: DD = SURVEY DISK
 GP0105_SETTING: 66 = SET IN ROCK OUTCROP
 GP0105_SP_SET: SANDSTONE OUTCROP
 GP0105_STAMPING: BM E 79 1957
 GP0105_MARK LOGO: BOR   
 GP0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0105+STABILITY: POSITION/ELEVATION WELL
 GP0105
 GP0105  HISTORY     - Date     Condition        Report By
 GP0105  HISTORY     - 1957     MONUMENTED       BOR
 GP0105  HISTORY     - 1962     GOOD             NGS
 GP0105  HISTORY     - 1983     GOOD             NGS
 GP0105
 GP0105                          STATION DESCRIPTION
 GP0105
 GP0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0105'0.55 MI ENE FROM PAGE.
 GP0105'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0105'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.15 MILE
 GP0105'NORTH-NORTHEAST ALONG A GRAVEL ROAD TO A GUARD GATE AT A CONSTRUCTION
 GP0105'YARD.  THENCE 0.1 MILE INTO THE CONSTRUCTION YARD, 184 FEET EAST OF
 GP0105'THE NORTHEAST CORNER OF A METAL BUILDING, 143 FEET NORTH OF POWER POLE
 GP0105'NUMBER 14 AD, AND SET IN THE TOP OF A SANDSTONE OUTCROP.  THIS MARK IS
 GP0105'PROTECTED BY THREE 2-INCH PIPES WHICH FORM A TRIANGLE WITH TWO 4X4
 GP0105'INCH BOARDS.
 GP0105
 GP0105                          STATION RECOVERY (1983)
 GP0105
 GP0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0105'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM
 GP0105'(0.4 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE NORTHEAST END OF THE
 GP0105'GLEN CANYON BRIDGE IN PAGE, THENCE 0.3 KM (0.2 MI) NORTH ALONG A
 GP0105'GRAVEL ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A TRACK ROAD, SET
 GP0105'BETWEEN TWO 2-INCH IRON PIPES IMBEDDED IN THE OUTCROP, IN TOP OF A
 GP0105'MASSIVE SHELF OF OUTCROP AT THE SOUTHWEST BASE OF A SANDSTONE
 GP0105'MOUNTAIN, 89.0 METERS (292 FT) NORTHEAST OF THE CENTER OF THE TRACK
 GP0105'ROAD, 55.1 METERS (181 FT) NORTHEAST OF THE NORTH CORNER OF A MASSIVE
 GP0105'ABANDONED CONCRETE FOUNDATION.
 GP0105'THE MARK IS 3.6 M ABOVE THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0146 ***********************************************************************
 CG0146  DESIGNATION -  E 79
 CG0146  PID         -  CG0146
 CG0146  STATE/COUNTY-  AZ/COCHISE
 CG0146  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0146
 CG0146                         *CURRENT SURVEY CONTROL
 CG0146  ___________________________________________________________________
 CG0146* NAD 83(1986)-  31 33 52.     (N)    110 08 09.     (W)     SCALED    
 CG0146* NAVD 88     -      1238.46   (+/-2cm)    4063.2    (feet)  VERTCON   
 CG0146  ___________________________________________________________________
 CG0146  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CG0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0146
 CG0146.The horizontal coordinates were scaled from a topographic map and have
 CG0146.an estimated accuracy of +/- 6 seconds.
 CG0146
 CG0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0146.The vertical order pertains to the NGVD 29 superseded value.
 CG0146
 CG0146.The geoid height was determined by GEOID03.
 CG0146
 CG0146;                    North         East    Units  Estimated Accuracy
 CG0146;SPC AZ E     -    62,580.      216,290.      MT  (+/- 180 meters Scaled)
 CG0146
 CG0146                          SUPERSEDED SURVEY CONTROL
 CG0146
 CG0146  NGVD 29 (??/??/92) 1237.639  (m)         4060.49   (f) ADJ UNCH    2 0
 CG0146
 CG0146.Superseded values are not recommended for survey control.
 CG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0146.See file dsdata.txt to determine how the superseded data were derived.
 CG0146
 CG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV820924(NAD 83)
 CG0146_MARKER: DB = BENCH MARK DISK
 CG0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0146_STAMPING: E 79 1934
 CG0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0146+STABILITY: SURFACE MOTION
 CG0146
 CG0146  HISTORY     - Date     Condition        Report By
 CG0146  HISTORY     - 1934     MONUMENTED       CGS
 CG0146
 CG0146                          STATION DESCRIPTION
 CG0146
 CG0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0146'0.9 MI SE FROM LEWIS SPRINGS.
 CG0146'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0146'STATION AT LEWIS SPRINGS, COCHISE COUNTY, 4-1/2 POLES NORTH OF
 CG0146'MILEPOST 1060, 100 YARDS NORTHEAST OF BRIDGE 1059.90 AND 50 FEET EAST
 CG0146'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 79 1934
 CG0146'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0289 ***********************************************************************
 DB0289  DESIGNATION -  E 8
 DB0289  PID         -  DB0289
 DB0289  STATE/COUNTY-  AZ/YUMA
 DB0289  USGS QUAD   -  LAGUNA DAM (1979)
 DB0289
 DB0289                         *CURRENT SURVEY CONTROL
 DB0289  ___________________________________________________________________
 DB0289* NAD 83(1986)-  32 45 22.     (N)    114 23 31.     (W)     SCALED    
 DB0289* NAVD 88     -        54.80   (+/-2cm)     179.8    (feet)  VERTCON   
 DB0289  ___________________________________________________________________
 DB0289  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DB0289  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0289
 DB0289.The horizontal coordinates were scaled from a topographic map and have
 DB0289.an estimated accuracy of +/- 6 seconds.
 DB0289
 DB0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0289.The vertical order pertains to the NGVD 29 superseded value.
 DB0289
 DB0289.The geoid height was determined by GEOID03.
 DB0289
 DB0289;                    North         East    Units  Estimated Accuracy
 DB0289;SPC AZ W     -   194,900.      153,210.      MT  (+/- 180 meters Scaled)
 DB0289
 DB0289                          SUPERSEDED SURVEY CONTROL
 DB0289
 DB0289  NGVD 29 (??/??/??)   54.130  (m)          177.59   (f) ADJUSTED    1 2
 DB0289
 DB0289.Superseded values are not recommended for survey control.
 DB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0289.See file dsdata.txt to determine how the superseded data were derived.
 DB0289
 DB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS443272(NAD 83)
 DB0289_MARKER: DB = BENCH MARK DISK
 DB0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0289_STAMPING: 177.592 E 8 1927
 DB0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0289+STABILITY: SURFACE MOTION
 DB0289
 DB0289  HISTORY     - Date     Condition        Report By
 DB0289  HISTORY     - 1927     MONUMENTED       CGS
 DB0289  HISTORY     - 1935     GOOD             NGS
 DB0289  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0289
 DB0289                          STATION DESCRIPTION
 DB0289
 DB0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0289'2 MI W FROM DOME.
 DB0289'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0289'STATION AT DOME, YUMA COUNTY, 10 POLES EAST OF MILEPOST 751,
 DB0289'9-3/4 RAILS EAST OF SEMAPHORE 7513, 3-1/2 POLES EAST OF CONCRETE
 DB0289'ARCH BRIDGE 751.17, 97 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 DB0289'2 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND 12 FEET LOWER THAN THE
 DB0289'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 DB0289'ABOVE GROUND.  NOTE-- 9 3/4 RAILS EAST OF SEMAPHORE 7513 NO
 DB0289'LONGER APPLIES, AS THE RAIL NOW IS A CONTINOUS RAIL.  3 POLES
 DB0289'EAST OF SEMAPHORE WOULD APPLY.  RIGHT OF WAY FENCE HAS BEEN
 DB0289'REMOVED.
 DB0289
 DB0289                          STATION RECOVERY (2004)
 DB0289
 DB0289'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0598 ***********************************************************************
 GR0598  DESIGNATION -  E 8
 GR0598  PID         -  GR0598
 GR0598  STATE/COUNTY-  AZ/MOHAVE
 GR0598  USGS QUAD   -  HOOVER DAM (1997)
 GR0598
 GR0598                         *CURRENT SURVEY CONTROL
 GR0598  ___________________________________________________________________
 GR0598* NAD 83(1992)-  36 01 01.27367(N)    114 43 51.91194(W)     ADJUSTED  
 GR0598* NAVD 88     -       470.877  (meters)    1544.87   (feet)  POSTED    
 GR0598  ___________________________________________________________________
 GR0598  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 GR0598  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR0598  DYNAMIC HT  -         470.420 (meters)    1543.37  (feet)  COMP
 GR0598  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 GR0598
 GR0598  HORZ ORDER  -  FIRST
 GR0598  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0598
 GR0598.The horizontal coordinates were established by classical geodetic methods
 GR0598.and adjusted by the National Geodetic Survey in August 1993.
 GR0598
 GR0598.The orthometric height was determined by differential leveling
 GR0598.and adjusted by the  in 1992.
 GR0598.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0598.was located on a no-check spur therefore a value was not computed.
 GR0598.No vertical observational check was made to the station.
 GR0598
 GR0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0598
 GR0598.The geoid height was determined by GEOID03.
 GR0598
 GR0598.The dynamic height is computed by dividing the NAVD 88
 GR0598.geopotential number by the normal gravity value computed on the
 GR0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0598.degrees latitude (g = 980.6199 gals.).
 GR0598
 GR0598.The modeled gravity was interpolated from observed gravity values.
 GR0598
 GR0598;                    North         East     Units Scale Factor Converg.
 GR0598;SPC AZ W     -   556,865.071   124,925.172   MT  1.00002966   -0 34 37.0
 GR0598;SPC AZ W     - 1,826,985.14    409,859.49   iFT  1.00002966   -0 34 37.0
 GR0598;SPC NV E     - 8,140,894.824   276,818.388   MT  0.99997269   +0 30 04.2
 GR0598;SPC NV E     -26,708,919.10    908,194.99   sFT  0.99997269   +0 30 04.2
 GR0598;UTM  11      - 3,988,217.560   704,464.443   MT  1.00011515   +1 20 04.7
 GR0598
 GR0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0598!SPC AZ W     -   0.99993053  x   1.00002966  =   0.99996019
 GR0598!SPC NV E     -   0.99993053  x   0.99997269  =   0.99990322
 GR0598!UTM  11      -   0.99993053  x   1.00011515  =   1.00004567
 GR0598
 GR0598|---------------------------------------------------------------------|
 GR0598| PID    Reference Object                     Distance      Geod. Az  |
 GR0598|                                                           dddmmss.s |
 GR0598| GR1843 PHONE                               146.125 METERS 04426     |
 GR0598| GR0600 E 8 RM 1                             13.364 METERS 08133     |
 GR0598| GR0599 E 8 RM 2                             13.920 METERS 16759     |
 GR0598| GR1847 SUGARLOAF                           APPROX. 1.1 KM 2100857.0 |
 GR0598| GR1858 CAIRN AT EAST END OF RIDGE          APPROX. 2.0 KM 2321014.9 |
 GR0598| GR1857 CAIRN TOP OF HILL WEST OF DAM       APPROX. 1.6 KM 2540206.8 |
 GR0598| GR1872 BABCOX WILCOX FABRICTNG PLT TK      APPROX. 2.3 KM 2683747.3 |
 GR0598| GR1589 P 7                                 434.497 METERS 3144627.4 |
 GR0598|---------------------------------------------------------------------|
 GR0598
 GR0598                          SUPERSEDED SURVEY CONTROL
 GR0598
 GR0598  NAD 83(1986)-  36 01 01.26174(N)    114 43 51.90116(W) AD(       ) 1
 GR0598  NAD 27      -  36 01 01.33100(N)    114 43 48.96500(W) AD(       ) 1
 GR0598  NGVD 29 (??/??/92)  470.181  (m)         1542.59   (f) ADJ UNCH    1 1
 GR0598
 GR0598.Superseded values are not recommended for survey control.
 GR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0598.See file dsdata.txt to determine how the superseded data were derived.
 GR0598
 GR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0446488218(NAD 83)
 GR0598_MARKER: DD = SURVEY DISK
 GR0598_SETTING: 66 = SET IN ROCK OUTCROP
 GR0598_SP_SET: BEDROCK
 GR0598_MARK LOGO: BOR   
 GR0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0598+STABILITY: POSITION/ELEVATION WELL
 GR0598
 GR0598  HISTORY     - Date     Condition        Report By
 GR0598  HISTORY     - 1935     MONUMENTED       BOR
 GR0598  HISTORY     - 1947     GOOD             USGS
 GR0598  HISTORY     - 1950     GOOD             NGS
 GR0598  HISTORY     - 1963     GOOD             NGS
 GR0598  HISTORY     - 1981     GOOD             NGS
 GR0598  HISTORY     - 1990     GOOD             USPSQD
 GR0598
 GR0598                          STATION DESCRIPTION
 GR0598
 GR0598'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (EBL)
 GR0598'STATION IS LOCATED ON THE BLUFF ABOUT 1/4 MILE (AIR LINE) SE
 GR0598'OF BOULDER DAM, OVERLOOKING THE CANYON UPSTREAM FROM THE DAM.
 GR0598'
 GR0598'STATION MARK IS A U.S. BUREAU OF RECLAMATION BENCH MARK BRONZE
 GR0598'DISK SET IN SOLID ROCK.
 GR0598'
 GR0598'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 GR0598'BEDROCK.
 GR0598'
 GR0598'STATION REACHED FROM THE ARIZONA SIDE OF BOULDER DAM BY
 GR0598'FOLLOWING THE ROAD TO THE FIRST SADDLE AND END OF TRUCK TRAVEL.
 GR0598'FROM HERE GO E, UPSTREAM, AND FOLLOW ALONG THE BLUFF 400 YARDS
 GR0598'TO THE STATION.
 GR0598
 GR0598                          STATION RECOVERY (1947)
 GR0598
 GR0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 GR0598'RECOVERED IN GOOD CONDITION.
 GR0598
 GR0598                          STATION RECOVERY (1950)
 GR0598
 GR0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0598'1.1 MI E FROM HOOVER DAM.
 GR0598'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0598'OF HOOVER DAM, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD, THENCE ABOUT
 GR0598'0.1 MILE NORTH ALONG THE RIM OF A HIGH CLIFF OVERLOOKING LAKE MEAD AND
 GR0598'HOOVER DAM, ABOUT 200 YARDS NORTH OF POWER LINE TOWER P 5, 5 FEET EAST
 GR0598'OF THE RIM, AND IN BEDROCK.
 GR0598
 GR0598                          STATION RECOVERY (1963)
 GR0598
 GR0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0598'RECOVERED IN GOOD CONDITION.
 GR0598
 GR0598                          STATION RECOVERY (1981)
 GR0598
 GR0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0598'RECOVERED IN GOOD CONDITION. NO STAMPING.
 GR0598
 GR0598                          STATION RECOVERY (1990)
 GR0598
 GR0598'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0600 ***********************************************************************
 GR0600  DESIGNATION -  E 8 RM 1
 GR0600  PID         -  GR0600
 GR0600  STATE/COUNTY-  AZ/MOHAVE
 GR0600  USGS QUAD   -  HOOVER DAM (1997)
 GR0600
 GR0600                         *CURRENT SURVEY CONTROL
 GR0600  ___________________________________________________________________
 GR0600* NAD 83(1986)-  36 01 01.     (N)    114 43 52.     (W)     SCALED    
 GR0600* NAVD 88     -       468.761  (meters)    1537.93   (feet)  POSTED    
 GR0600  ___________________________________________________________________
 GR0600  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR0600  DYNAMIC HT  -         468.300 (meters)    1536.41  (feet)  COMP
 GR0600  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 GR0600
 GR0600  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0600
 GR0600.The horizontal coordinates were scaled from a topographic map and have
 GR0600.an estimated accuracy of +/- 6 seconds.
 GR0600
 GR0600.The orthometric height was determined by differential leveling
 GR0600.and adjusted by the  in 1992.
 GR0600.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0600.was located on a no-check spur therefore a value was not computed.
 GR0600.No vertical observational check was made to the station.
 GR0600
 GR0600.The geoid height was determined by GEOID03.
 GR0600
 GR0600.The dynamic height is computed by dividing the NAVD 88
 GR0600.geopotential number by the normal gravity value computed on the
 GR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0600.degrees latitude (g = 980.6199 gals.).
 GR0600
 GR0600.The modeled gravity was interpolated from observed gravity values.
 GR0600
 GR0600;                    North         East    Units  Estimated Accuracy
 GR0600;SPC AZ W     -   556,860.      124,920.      MT  (+/- 180 meters Scaled)
 GR0600
 GR0600                          SUPERSEDED SURVEY CONTROL
 GR0600
 GR0600  NGVD 29 (??/??/92)  468.064  (m)         1535.64   (f) ADJ UNCH    1 1
 GR0600
 GR0600.Superseded values are not recommended for survey control.
 GR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0600.See file dsdata.txt to determine how the superseded data were derived.
 GR0600
 GR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV044882(NAD 83)
 GR0600_MARKER: DR = REFERENCE MARK DISK
 GR0600_SETTING: 66 = SET IN ROCK OUTCROP
 GR0600_SP_SET: BEDROCK
 GR0600_STAMPING: E 8 NO. 1 1935
 GR0600_MARK LOGO: CGS   
 GR0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0600+STABILITY: POSITION/ELEVATION WELL
 GR0600
 GR0600  HISTORY     - Date     Condition        Report By
 GR0600  HISTORY     - 1935     MONUMENTED       CGS
 GR0600  HISTORY     - 1950     GOOD             NGS
 GR0600  HISTORY     - 1963     GOOD             NGS
 GR0600  HISTORY     - 1981     GOOD             NGS
 GR0600
 GR0600                          STATION DESCRIPTION
 GR0600
 GR0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0600'1.1 MI E FROM HOOVER DAM.
 GR0600'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0600'OF HOOVER DAM, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD, THENCE ABOUT
 GR0600'0.1 MILE NORTH ALONG THE RIM OF A HIGH CLIFF OVERLOOKING LAKE MEAD AND
 GR0600'HOOVER DAM, 43.8 FEET NORTHEAST OF TRIANGULATION STATION E 8, 40 FEET
 GR0600'EAST OF THE EDGE OF THE CLIFF, AND IN BEDROCK.
 GR0600
 GR0600                          STATION RECOVERY (1963)
 GR0600
 GR0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0600'RECOVERED IN GOOD CONDITION.
 GR0600
 GR0600                          STATION RECOVERY (1981)
 GR0600
 GR0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0599 ***********************************************************************
 GR0599  DESIGNATION -  E 8 RM 2
 GR0599  PID         -  GR0599
 GR0599  STATE/COUNTY-  AZ/MOHAVE
 GR0599  USGS QUAD   -  HOOVER DAM (1997)
 GR0599
 GR0599                         *CURRENT SURVEY CONTROL
 GR0599  ___________________________________________________________________
 GR0599* NAD 83(1986)-  36 01 01.     (N)    114 43 52.     (W)     SCALED    
 GR0599* NAVD 88     -       470.781  (meters)    1544.55   (feet)  POSTED    
 GR0599  ___________________________________________________________________
 GR0599  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR0599  DYNAMIC HT  -         470.320 (meters)    1543.04  (feet)  COMP
 GR0599  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 GR0599
 GR0599  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0599
 GR0599.The horizontal coordinates were scaled from a topographic map and have
 GR0599.an estimated accuracy of +/- 6 seconds.
 GR0599
 GR0599.The orthometric height was determined by differential leveling
 GR0599.and adjusted by the  in 1992.
 GR0599.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0599.was located on a no-check spur therefore a value was not computed.
 GR0599.No vertical observational check was made to the station.
 GR0599
 GR0599.The geoid height was determined by GEOID03.
 GR0599
 GR0599.The dynamic height is computed by dividing the NAVD 88
 GR0599.geopotential number by the normal gravity value computed on the
 GR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0599.degrees latitude (g = 980.6199 gals.).
 GR0599
 GR0599.The modeled gravity was interpolated from observed gravity values.
 GR0599
 GR0599;                    North         East    Units  Estimated Accuracy
 GR0599;SPC AZ W     -   556,860.      124,920.      MT  (+/- 180 meters Scaled)
 GR0599
 GR0599                          SUPERSEDED SURVEY CONTROL
 GR0599
 GR0599  NGVD 29 (??/??/92)  470.085  (m)         1542.27   (f) ADJ UNCH    1 1
 GR0599
 GR0599.Superseded values are not recommended for survey control.
 GR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0599.See file dsdata.txt to determine how the superseded data were derived.
 GR0599
 GR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV044882(NAD 83)
 GR0599_MARKER: DR = REFERENCE MARK DISK
 GR0599_SETTING: 66 = SET IN ROCK OUTCROP
 GR0599_SP_SET: BEDROCK
 GR0599_STAMPING: E 8 1935 NO. 2
 GR0599_MARK LOGO: CGS   
 GR0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0599+STABILITY: POSITION/ELEVATION WELL
 GR0599
 GR0599  HISTORY     - Date     Condition        Report By
 GR0599  HISTORY     - 1935     MONUMENTED       CGS
 GR0599  HISTORY     - 1950     GOOD             NGS
 GR0599  HISTORY     - 1963     GOOD             NGS
 GR0599  HISTORY     - 1981     GOOD             NGS
 GR0599  HISTORY     - 1990     GOOD             USPSQD
 GR0599
 GR0599                          STATION DESCRIPTION
 GR0599
 GR0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0599'1.1 MI E FROM HOOVER DAM.
 GR0599'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0599'OF HOOVER DAM, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD, THENCE ABOUT
 GR0599'0.1 MILE NORTH ALONG THE RIM OF A HIGH CLIFF OVERLOOKING LAKE MEAD AND
 GR0599'HOOVER DAM, 45.6 FEET SOUTHEAST OF TRIANGULATION STATION E 8, 20 FEET
 GR0599'EAST OF THE RIM, AND IN BEDROCK.
 GR0599
 GR0599                          STATION RECOVERY (1963)
 GR0599
 GR0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0599'RECOVERED IN GOOD CONDITION.
 GR0599
 GR0599                          STATION RECOVERY (1981)
 GR0599
 GR0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0599'RECOVERED IN GOOD CONDITION.
 GR0599
 GR0599                          STATION RECOVERY (1990)
 GR0599
 GR0599'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0103 ***********************************************************************
 GP0103  DESIGNATION -  E 80
 GP0103  PID         -  GP0103
 GP0103  STATE/COUNTY-  AZ/COCONINO
 GP0103  USGS QUAD   -  PAGE (1985)
 GP0103
 GP0103                         *CURRENT SURVEY CONTROL
 GP0103  ___________________________________________________________________
 GP0103* NAD 83(1986)-  36 56 05.     (N)    111 28 35.     (W)     SCALED    
 GP0103* NAVD 88     -      1181.423  (meters)    3876.05   (feet)  ADJUSTED  
 GP0103  ___________________________________________________________________
 GP0103  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0103  DYNAMIC HT  -        1180.088 (meters)    3871.67  (feet)  COMP
 GP0103  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 GP0103
 GP0103  VERT ORDER  -  FIRST     CLASS II
 GP0103
 GP0103.The horizontal coordinates were scaled from a topographic map and have
 GP0103.an estimated accuracy of +/- 6 seconds.
 GP0103
 GP0103.The orthometric height was determined by differential leveling
 GP0103.and adjusted in June 1991.
 GP0103
 GP0103.The geoid height was determined by GEOID03.
 GP0103
 GP0103.The dynamic height is computed by dividing the NAVD 88
 GP0103.geopotential number by the normal gravity value computed on the
 GP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0103.degrees latitude (g = 980.6199 gals.).
 GP0103
 GP0103.The modeled gravity was interpolated from observed gravity values.
 GP0103
 GP0103;                    North         East    Units  Estimated Accuracy
 GP0103;SPC AZ C     -   658,320.      252,580.      MT  (+/- 180 meters Scaled)
 GP0103
 GP0103                          SUPERSEDED SURVEY CONTROL
 GP0103
 GP0103  NGVD 29 (??/??/92) 1180.548  (m)         3873.18   (f) ADJ UNCH    1 2
 GP0103
 GP0103.Superseded values are not recommended for survey control.
 GP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0103.See file dsdata.txt to determine how the superseded data were derived.
 GP0103
 GP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF575877(NAD 83)
 GP0103_MARKER: DD = SURVEY DISK
 GP0103_SETTING: 66 = SET IN ROCK OUTCROP
 GP0103_SP_SET: SANDSTONE OUTCROP
 GP0103_STAMPING: BM E 80 1957
 GP0103_MARK LOGO: BOR   
 GP0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0103+STABILITY: POSITION/ELEVATION WELL
 GP0103
 GP0103  HISTORY     - Date     Condition        Report By
 GP0103  HISTORY     - 1957     MONUMENTED       BOR
 GP0103  HISTORY     - 1962     GOOD             NGS
 GP0103  HISTORY     - 1983     GOOD             NGS
 GP0103
 GP0103                          STATION DESCRIPTION
 GP0103
 GP0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0103'0.3 MI E FROM PAGE.
 GP0103'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0103'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  224 FEET EAST-SOUTHEAST OF
 GP0103'THE JUNCTION OF THE HIGHWAY AND AN ASPHALT ROAD LEADING TO VISTA
 GP0103'POINT, 91 FEET SOUTH-SOUTHEAST OF A TRAFFIC CONTROL LIGHT, 56 FEET
 GP0103'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF THE
 GP0103'BASE OF A SANDSTONE FORMATION, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GP0103'HIGHWAY, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
 GP0103
 GP0103                          STATION RECOVERY (1983)
 GP0103
 GP0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0103'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 GP0103'(0.3 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE NORTHEAST END OF THE
 GP0103'GLEN CANYON BRIDGE IN PAGE, IN TOP OF THE EAST END OF A 42- BY 57-FOOT
 GP0103'FLAT AREA OF SANDSTONE OUTCROP BETWEEN A 15- BY 15-FOOT KNOLL OF
 GP0103'SANDSTONE PROJECTING 5 FEET ABOVE THE SURFACE OF THE GROUND AND A
 GP0103'NORTH-SOUTH RIDGE OF SANDSTONE PROJECTING 10 FEET ABOVE THE SURFACE OF
 GP0103'THE GROUND, 0.37 KM (0.23 MI) NORTHWEST OF MILEPOST 549, 17.1 METERS
 GP0103'(56 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 71.4 METERS (234 FT)
 GP0103'SOUTHEAST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTHWEST,
 GP0103'1.3 METERS (4.5 FT) WEST OF THE BASE OF THE SANDSTONE RIDGE.
 GP0103'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 GP0103'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0126 ***********************************************************************
 CF0126  DESIGNATION -  E 81
 CF0126  PID         -  CF0126
 CF0126  STATE/COUNTY-  AZ/COCHISE
 CF0126  USGS QUAD   -  BISBEE SE (1958)
 CF0126
 CF0126                         *CURRENT SURVEY CONTROL
 CF0126  ___________________________________________________________________
 CF0126* NAD 83(1986)-  31 20 36.     (N)    109 47 43.     (W)     SCALED    
 CF0126* NAVD 88     -      1353.84   (+/-2cm)    4441.7    (feet)  VERTCON   
 CF0126  ___________________________________________________________________
 CF0126  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0126
 CF0126.The horizontal coordinates were scaled from a topographic map and have
 CF0126.an estimated accuracy of +/- 6 seconds.
 CF0126
 CF0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0126.The vertical order pertains to the NGVD 29 superseded value.
 CF0126
 CF0126.The geoid height was determined by GEOID03.
 CF0126
 CF0126;                    North         East    Units  Estimated Accuracy
 CF0126;SPC AZ E     -    38,120.      248,700.      MT  (+/- 180 meters Scaled)
 CF0126
 CF0126                          SUPERSEDED SURVEY CONTROL
 CF0126
 CF0126  NGVD 29 (??/??/92) 1353.007  (m)         4438.99   (f) ADJ UNCH    2 0
 CF0126
 CF0126.Superseded values are not recommended for survey control.
 CF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0126.See file dsdata.txt to determine how the superseded data were derived.
 CF0126
 CF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV146682(NAD 83)
 CF0126_MARKER: DB = BENCH MARK DISK
 CF0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0126_STAMPING: E 81 1934
 CF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0126+STABILITY: SURFACE MOTION
 CF0126
 CF0126  HISTORY     - Date     Condition        Report By
 CF0126  HISTORY     - 1934     MONUMENTED       CGS
 CF0126
 CF0126                          STATION DESCRIPTION
 CF0126
 CF0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0126'10.1 MI E FROM NACO.
 CF0126'10.1 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0126'STATION AT NACO, COCHISE COUNTY, 2-3/4 POLES SOUTHEAST OF MILEPOST
 CF0126'1091, 50 YARDS SOUTHEAST OF THE CROOK 1 MILE SIGN, 85 FEET SOUTH OF
 CF0126'THE CENTERLINE OF THE MAIN TRACK, 2 FEET NORTH OF THE FENCE, AND 2-1/2
 CF0126'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 81 1934 AND SET
 CF0126'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0069 ***********************************************************************
 CF0069  DESIGNATION -  E 82
 CF0069  PID         -  CF0069
 CF0069  STATE/COUNTY-  AZ/COCHISE
 CF0069  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0069
 CF0069                         *CURRENT SURVEY CONTROL
 CF0069  ___________________________________________________________________
 CF0069* NAD 83(1986)-  31 33 43.     (N)    109 15 54.     (W)     SCALED    
 CF0069* NAVD 88     -      1401.01   (+/-2cm)    4596.5    (feet)  VERTCON   
 CF0069  ___________________________________________________________________
 CF0069  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CF0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0069
 CF0069.The horizontal coordinates were scaled from a topographic map and have
 CF0069.an estimated accuracy of +/- 6 seconds.
 CF0069
 CF0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0069.The vertical order pertains to the NGVD 29 superseded value.
 CF0069
 CF0069.The geoid height was determined by GEOID03.
 CF0069
 CF0069;                    North         East    Units  Estimated Accuracy
 CF0069;SPC AZ E     -    62,650.      298,960.      MT  (+/- 180 meters Scaled)
 CF0069
 CF0069                          SUPERSEDED SURVEY CONTROL
 CF0069
 CF0069  NGVD 29 (??/??/92) 1400.125  (m)         4593.58   (f) ADJ UNCH    2 0
 CF0069
 CF0069.Superseded values are not recommended for survey control.
 CF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0069.See file dsdata.txt to determine how the superseded data were derived.
 CF0069
 CF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV646931(NAD 83)
 CF0069_MARKER: DB = BENCH MARK DISK
 CF0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0069_SP_SET: BRIDGE
 CF0069_STAMPING: E-82 1934
 CF0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0069
 CF0069  HISTORY     - Date     Condition        Report By
 CF0069  HISTORY     - 1934     MONUMENTED       CGS
 CF0069  HISTORY     - 1935     GOOD             NGS
 CF0069  HISTORY     - 1957     POOR             USGS
 CF0069
 CF0069                          STATION DESCRIPTION
 CF0069
 CF0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0069'12.2 MI SW FROM APACHE.
 CF0069'12.2 MI. SW. OF DEPOT ALONG THE S.P.R.R., 60 FT. S. E. OF MILEPOST NO.
 CF0069'1135.  OPPOSITE BRIDGE NO. 1135.00.  100 FT. S. E. OF THE CENTERLINE
 CF0069'OF THE TRACK.  12 FT. N. OF THE CENTERLINE OF U. S. HWY. NO. 80. SET
 CF0069'IN THE CENTER OF THE N.W. GUARD RAIL OF CONCRETE HWY. BRIDGE. NOTE--
 CF0069'MARK IS NOT IN GUARD RAIL.  MARK IS IN CENTER OF BRIDGE, IN BRIDGE
 CF0069'DECK ABOUT 2 INCHES FROM THE NORTHWEST GUARD RAIL.
 CF0069
 CF0069                          STATION RECOVERY (1957)
 CF0069
 CF0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0069'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0111 ***********************************************************************
 GP0111  DESIGNATION -  E 83
 GP0111  PID         -  GP0111
 GP0111  STATE/COUNTY-  AZ/COCONINO
 GP0111  USGS QUAD   -  PAGE (1985)
 GP0111
 GP0111                         *CURRENT SURVEY CONTROL
 GP0111  ___________________________________________________________________
 GP0111* NAD 83(1986)-  36 55 01.     (N)    111 29 17.     (W)     SCALED    
 GP0111* NAVD 88     -      1161.525  (meters)    3810.77   (feet)  ADJUSTED  
 GP0111  ___________________________________________________________________
 GP0111  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0111  DYNAMIC HT  -        1160.205 (meters)    3806.44  (feet)  COMP
 GP0111  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 GP0111
 GP0111  VERT ORDER  -  FIRST     CLASS II
 GP0111
 GP0111.The horizontal coordinates were scaled from a topographic map and have
 GP0111.an estimated accuracy of +/- 6 seconds.
 GP0111
 GP0111.The orthometric height was determined by differential leveling
 GP0111.and adjusted in June 1991.
 GP0111
 GP0111.The geoid height was determined by GEOID03.
 GP0111
 GP0111.The dynamic height is computed by dividing the NAVD 88
 GP0111.geopotential number by the normal gravity value computed on the
 GP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0111.degrees latitude (g = 980.6199 gals.).
 GP0111
 GP0111.The modeled gravity was interpolated from observed gravity values.
 GP0111
 GP0111;                    North         East    Units  Estimated Accuracy
 GP0111;SPC AZ C     -   656,340.      251,550.      MT  (+/- 180 meters Scaled)
 GP0111
 GP0111                          SUPERSEDED SURVEY CONTROL
 GP0111
 GP0111  NGVD 29 (??/??/92) 1160.642  (m)         3807.87   (f) ADJ UNCH    1 2
 GP0111
 GP0111.Superseded values are not recommended for survey control.
 GP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0111.See file dsdata.txt to determine how the superseded data were derived.
 GP0111
 GP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF565857(NAD 83)
 GP0111_MARKER: DD = SURVEY DISK
 GP0111_SETTING: 66 = SET IN ROCK OUTCROP
 GP0111_SP_SET: ROCK OUTCROP
 GP0111_STAMPING: E 83 1957
 GP0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0111+STABILITY: POSITION/ELEVATION WELL
 GP0111
 GP0111  HISTORY     - Date     Condition        Report By
 GP0111  HISTORY     - 1957     MONUMENTED       BOR
 GP0111  HISTORY     - 1962     GOOD             NGS
 GP0111
 GP0111                          STATION DESCRIPTION
 GP0111
 GP0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0111'3.6 MI S FROM PAGE.
 GP0111'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0111'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0111'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE 0.3
 GP0111'MILE NORTH INTO THE POWERPLANT SERVICE ROAD TUNNEL, AT ADIT NO. 16 OF
 GP0111'THE SERVICE ROAD TUNNEL, 123 FEET NORTHWEST OF THE CENTERLINE OF THE
 GP0111'SERVICE ROAD TUNNEL, 29 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 GP0111'ADIT, 7.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ADIT, 2.0 FEET
 GP0111'NORTHEAST OF THE SOUTHWEST WALL OF THE ADIT, ABOUT 15 INCHES BELOW THE
 GP0111'GROUND AND SET IN THE TOP OF A ROCK OUTCROP IN THE FLOOR OF THE ADIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1239 ***********************************************************************
 CZ1239  DESIGNATION -  E 84
 CZ1239  PID         -  CZ1239
 CZ1239  STATE/COUNTY-  AZ/PINAL
 CZ1239  USGS QUAD   -  CHUICHU (1992)
 CZ1239
 CZ1239                         *CURRENT SURVEY CONTROL
 CZ1239  ___________________________________________________________________
 CZ1239* NAD 83(1986)-  32 47 31.     (N)    111 45 26.     (W)     SCALED    
 CZ1239* NAVD 88     -       434.73   (+/-2cm)    1426.3    (feet)  VERTCON   
 CZ1239  ___________________________________________________________________
 CZ1239  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ1239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1239
 CZ1239.The horizontal coordinates were scaled from a topographic map and have
 CZ1239.an estimated accuracy of +/- 6 seconds.
 CZ1239
 CZ1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1239.The vertical order pertains to the NGVD 29 superseded value.
 CZ1239
 CZ1239.The geoid height was determined by GEOID03.
 CZ1239
 CZ1239;                    North         East    Units  Estimated Accuracy
 CZ1239;SPC AZ C     -   198,690.      228,290.      MT  (+/- 180 meters Scaled)
 CZ1239
 CZ1239                          SUPERSEDED SURVEY CONTROL
 CZ1239
 CZ1239  NGVD 29 (??/??/92)  434.126  (m)         1424.30   (f) ADJ UNCH    2 0
 CZ1239
 CZ1239.Superseded values are not recommended for survey control.
 CZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1239.See file dsdata.txt to determine how the superseded data were derived.
 CZ1239
 CZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290284(NAD 83)
 CZ1239_MARKER: DB = BENCH MARK DISK
 CZ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1239_STAMPING: E 84 1935
 CZ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1239+STABILITY: SURFACE MOTION
 CZ1239
 CZ1239  HISTORY     - Date     Condition        Report By
 CZ1239  HISTORY     - 1935     MONUMENTED       CGS
 CZ1239  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1239
 CZ1239                          STATION DESCRIPTION
 CZ1239
 CZ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1239'5.8 MI S FROM CASA GRANDE.
 CZ1239'5.8 MILES SOUTH ALONG THE COVERED WELLS ROAD FROM THE SOUTHERN PACIFIC
 CZ1239'CO. RAILROAD WATER TANK AT CASA GRANDE, PINAL COUNTY, 3.9 MILES NORTH
 CZ1239'OF THE CHURCH AT CHUI CHUISCHU (CHUICHU), IN A CLEARING DOTTED WITH
 CZ1239'MOSQUITE TREES, 82 FEET WEST OF A POWER LINE, 70 FEET NORTH OF THE
 CZ1239'CASNER RANCH HOUSE SIGN, AND 55 FEET WEST OF THE CENTERLINE OF THE
 CZ1239'ROAD.  A STANDARD DISK, STAMPED E 84 1935 AND SET IN THE TOP OF A
 CZ1239'CONCRETE POST.
 CZ1239
 CZ1239                          STATION RECOVERY (1966)
 CZ1239
 CZ1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0112 ***********************************************************************
 GP0112  DESIGNATION -  E 84
 GP0112  PID         -  GP0112
 GP0112  STATE/COUNTY-  AZ/COCONINO
 GP0112  USGS QUAD   -  PAGE (1985)
 GP0112
 GP0112                         *CURRENT SURVEY CONTROL
 GP0112  ___________________________________________________________________
 GP0112* NAD 83(1986)-  36 55 11.     (N)    111 29 04.     (W)     SCALED    
 GP0112* NAVD 88     -      1138.127  (meters)    3734.01   (feet)  ADJUSTED  
 GP0112  ___________________________________________________________________
 GP0112  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0112  DYNAMIC HT  -        1136.833 (meters)    3729.76  (feet)  COMP
 GP0112  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 GP0112
 GP0112  VERT ORDER  -  FIRST     CLASS II
 GP0112
 GP0112.The horizontal coordinates were scaled from a topographic map and have
 GP0112.an estimated accuracy of +/- 6 seconds.
 GP0112
 GP0112.The orthometric height was determined by differential leveling
 GP0112.and adjusted in June 1991.
 GP0112
 GP0112.The geoid height was determined by GEOID03.
 GP0112
 GP0112.The dynamic height is computed by dividing the NAVD 88
 GP0112.geopotential number by the normal gravity value computed on the
 GP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0112.degrees latitude (g = 980.6199 gals.).
 GP0112
 GP0112.The modeled gravity was interpolated from observed gravity values.
 GP0112
 GP0112;                    North         East    Units  Estimated Accuracy
 GP0112;SPC AZ C     -   656,650.      251,870.      MT  (+/- 180 meters Scaled)
 GP0112
 GP0112                          SUPERSEDED SURVEY CONTROL
 GP0112
 GP0112  NGVD 29 (??/??/92) 1137.243  (m)         3731.10   (f) ADJ UNCH    1 2
 GP0112
 GP0112.Superseded values are not recommended for survey control.
 GP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0112.See file dsdata.txt to determine how the superseded data were derived.
 GP0112
 GP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568860(NAD 83)
 GP0112_MARKER: DD = SURVEY DISK
 GP0112_SETTING: 66 = SET IN ROCK OUTCROP
 GP0112_SP_SET: SANDSTONE OUTCROP
 GP0112_STAMPING: E 84
 GP0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0112+STABILITY: POSITION/ELEVATION WELL
 GP0112
 GP0112  HISTORY     - Date     Condition        Report By
 GP0112  HISTORY     - UNK      MONUMENTED       BOR
 GP0112  HISTORY     - 1962     GOOD             NGS
 GP0112
 GP0112                          STATION DESCRIPTION
 GP0112
 GP0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0112'3.8 MI S FROM PAGE.
 GP0112'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0112'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0112'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE 0.5
 GP0112'MILE NORTH INTO THE POWERPLANT SERVICE ROAD TUNNEL, AT ADIT NO. 14 OF
 GP0112'THE SERVICE ROAD TUNNEL, 93 FEET WEST OF THE CENTERLINE OF THE SERVICE
 GP0112'ROAD TUNNEL, 5.5 FEET NORTH OF THE CENTERLINE OF THE ADIT, 2.5 FEET
 GP0112'SOUTH OF THE NORTH WALL OF THE ADIT, ABOUT 1 FOOT BELOW THE GROUND
 GP0112'LEVEL OF THE ADIT, AND SET IN THE TOP OF A SANDSTONE OUTCROP IN THE
 GP0112'FLOOR OF THE ADIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0252 ***********************************************************************
 DA0252  DESIGNATION -  E 85
 DA0252  PID         -  DA0252
 DA0252  STATE/COUNTY-  AZ/PIMA
 DA0252  USGS QUAD   -  GURLI PUT VO (1990)
 DA0252
 DA0252                         *CURRENT SURVEY CONTROL
 DA0252  ___________________________________________________________________
 DA0252* NAD 83(1986)-  32 14 53.     (N)    112 04 43.     (W)     SCALED    
 DA0252* NAVD 88     -       624.73   (+/-2cm)    2049.6    (feet)  VERTCON   
 DA0252  ___________________________________________________________________
 DA0252  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0252
 DA0252.The horizontal coordinates were scaled from a topographic map and have
 DA0252.an estimated accuracy of +/- 6 seconds.
 DA0252
 DA0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0252.The vertical order pertains to the NGVD 29 superseded value.
 DA0252
 DA0252.The geoid height was determined by GEOID03.
 DA0252
 DA0252;                    North         East    Units  Estimated Accuracy
 DA0252;SPC AZ C     -   138,380.      198,100.      MT  (+/- 180 meters Scaled)
 DA0252
 DA0252                          SUPERSEDED SURVEY CONTROL
 DA0252
 DA0252  NGVD 29 (??/??/92)  624.074  (m)         2047.48   (f) ADJ UNCH    2 0
 DA0252
 DA0252.Superseded values are not recommended for survey control.
 DA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0252.See file dsdata.txt to determine how the superseded data were derived.
 DA0252
 DA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA983684(NAD 83)
 DA0252_MARKER: DB = BENCH MARK DISK
 DA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0252_STAMPING: E 85 1935
 DA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0252+STABILITY: SURFACE MOTION
 DA0252
 DA0252  HISTORY     - Date     Condition        Report By
 DA0252  HISTORY     - 1935     MONUMENTED       CGS
 DA0252  HISTORY     - 1988     GOOD             USPSQD
 DA0252
 DA0252                          STATION DESCRIPTION
 DA0252
 DA0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0252'5.8 MI SW FROM SANTA ROSA (GU ACHI).
 DA0252'5.8 MILES SOUTHWEST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0252'SCHOOL AT SANTA ROSA (GU ACHI), PIMA COUNTY, 7.0 MILES NORTHEAST OF
 DA0252'THE GRAVEYARD AT COVERED WELLS, 42 FEET SOUTH OF THE CENTERLINE OF THE
 DA0252'ROAD, 40 FEET NORTH OF A TELEPHONE LINE, AND 6 FEET NORTHEAST OF A
 DA0252'CACTUS.  A STANDARD DISK, STAMPED E 85 1935 AND SET IN THE TOP OF A
 DA0252'CONCRETE POST.
 DA0252
 DA0252                          STATION RECOVERY (1988)
 DA0252
 DA0252'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0037 ***********************************************************************
 DA0037  DESIGNATION -  E 86
 DA0037  PID         -  DA0037
 DA0037  STATE/COUNTY-  AZ/PINAL
 DA0037  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0037
 DA0037                         *CURRENT SURVEY CONTROL
 DA0037  ___________________________________________________________________
 DA0037* NAD 83(1986)-  32 37 21.     (N)    112 09 37.     (W)     SCALED    
 DA0037* NAVD 88     -       638.34   (+/-2cm)    2094.3    (feet)  VERTCON   
 DA0037  ___________________________________________________________________
 DA0037  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0037
 DA0037.The horizontal coordinates were scaled from a topographic map and have
 DA0037.an estimated accuracy of +/- 6 seconds.
 DA0037
 DA0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0037.The vertical order pertains to the NGVD 29 superseded value.
 DA0037
 DA0037.The geoid height was determined by GEOID03.
 DA0037
 DA0037;                    North         East    Units  Estimated Accuracy
 DA0037;SPC AZ C     -   179,920.      190,500.      MT  (+/- 180 meters Scaled)
 DA0037
 DA0037                          SUPERSEDED SURVEY CONTROL
 DA0037
 DA0037  NGVD 29 (??/??/92)  637.658  (m)         2092.05   (f) ADJ UNCH    2 0
 DA0037
 DA0037.Superseded values are not recommended for survey control.
 DA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0037.See file dsdata.txt to determine how the superseded data were derived.
 DA0037
 DA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911100(NAD 83)
 DA0037_MARKER: DB = BENCH MARK DISK
 DA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0037_STAMPING: E 86 1935
 DA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0037+STABILITY: SURFACE MOTION
 DA0037
 DA0037  HISTORY     - Date     Condition        Report By
 DA0037  HISTORY     - 1935     MONUMENTED       CGS
 DA0037  HISTORY     - 1952     GOOD             NGS
 DA0037
 DA0037                          STATION DESCRIPTION
 DA0037
 DA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0037'3.2 MI W FROM BITTER WELL.
 DA0037'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, AT THE
 DA0037'JUNCTION OF VEKOL MINE ROAD, VANTANA ROAD, AND STOUTS WELL ROAD, ABOUT
 DA0037'100 YARDS WEST OF THE WEST EDGE OF A LARGE MOUNTAIN, 47 1/2 FEET
 DA0037'NORTHEAST OF THE CENTER LINE OF THE JUNCTION, 29 1/2 FEET EAST OF THE
 DA0037'CENTER LINE OF THE TRACK ROAD TO BITTER WELL, 1.7 FEET EAST OF A
 DA0037'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0037'FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0038 ***********************************************************************
 DA0038  DESIGNATION -  E 86 RM
 DA0038  PID         -  DA0038
 DA0038  STATE/COUNTY-  AZ/PINAL
 DA0038  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0038
 DA0038                         *CURRENT SURVEY CONTROL
 DA0038  ___________________________________________________________________
 DA0038* NAD 83(1986)-  32 37 25.     (N)    112 09 39.     (W)     SCALED    
 DA0038* NAVD 88     -       637.27   (+/-2cm)    2090.8    (feet)  VERTCON   
 DA0038  ___________________________________________________________________
 DA0038  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0038
 DA0038.The horizontal coordinates were scaled from a topographic map and have
 DA0038.an estimated accuracy of +/- 6 seconds.
 DA0038
 DA0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0038.The vertical order pertains to the NGVD 29 superseded value.
 DA0038
 DA0038.The geoid height was determined by GEOID03.
 DA0038
 DA0038;                    North         East    Units  Estimated Accuracy
 DA0038;SPC AZ C     -   180,040.      190,450.      MT  (+/- 180 meters Scaled)
 DA0038
 DA0038                          SUPERSEDED SURVEY CONTROL
 DA0038
 DA0038  NGVD 29 (??/??/92)  636.597  (m)         2088.57   (f) ADJ UNCH    2 0
 DA0038
 DA0038.Superseded values are not recommended for survey control.
 DA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0038.See file dsdata.txt to determine how the superseded data were derived.
 DA0038
 DA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB910101(NAD 83)
 DA0038_MARKER: B = BOLT
 DA0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0038+STABILITY: SURFACE MOTION
 DA0038
 DA0038  HISTORY     - Date     Condition        Report By
 DA0038  HISTORY     - UNK      MONUMENTED       USGS
 DA0038  HISTORY     - 1952     GOOD             NGS
 DA0038
 DA0038                          STATION DESCRIPTION
 DA0038
 DA0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0038'3.2 MI W FROM BITTER WELL.
 DA0038'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, ABOUT
 DA0038'124 YARDS NORTHWEST ALONG STOUTS WELL ROAD FROM THE JUNCTION OF VEKOL
 DA0038'MINE ROAD, AND VENTANA ROAD, 39 FEET NORTHEAST OF THE CENTER LINE OF
 DA0038'THE ROAD, AND IRON BOLT IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0038'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0640 ***********************************************************************
 DA0640  DESIGNATION -  E 87
 DA0640  PID         -  DA0640
 DA0640  STATE/COUNTY-  AZ/MARICOPA
 DA0640  USGS QUAD   -  GILA BEND (1973)
 DA0640
 DA0640                         *CURRENT SURVEY CONTROL
 DA0640  ___________________________________________________________________
 DA0640* NAD 83(1986)-  32 53 08.     (N)    112 40 36.     (W)     SCALED    
 DA0640* NAVD 88     -       267.14   (+/-2cm)     876.4    (feet)  VERTCON   
 DA0640  ___________________________________________________________________
 DA0640  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0640
 DA0640.The horizontal coordinates were scaled from a topographic map and have
 DA0640.an estimated accuracy of +/- 6 seconds.
 DA0640
 DA0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0640.The vertical order pertains to the NGVD 29 superseded value.
 DA0640
 DA0640.The geoid height was determined by GEOID03.
 DA0640
 DA0640;                    North         East    Units  Estimated Accuracy
 DA0640;SPC AZ C     -   209,320.      142,250.      MT  (+/- 180 meters Scaled)
 DA0640
 DA0640                          SUPERSEDED SURVEY CONTROL
 DA0640
 DA0640  NGVD 29 (??/??/92)  266.534  (m)          874.45   (f) ADJ UNCH    2 0
 DA0640
 DA0640.Superseded values are not recommended for survey control.
 DA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0640.See file dsdata.txt to determine how the superseded data were derived.
 DA0640
 DA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB431398(NAD 83)
 DA0640_MARKER: DB = BENCH MARK DISK
 DA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0640_STAMPING: E 87.1935
 DA0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0640+STABILITY: SURFACE MOTION
 DA0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0640+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0640
 DA0640  HISTORY     - Date     Condition        Report By
 DA0640  HISTORY     - 1935     MONUMENTED       CGS
 DA0640  HISTORY     - 1951     GOOD             NGS
 DA0640  HISTORY     - 20090206 GOOD             GEOCAC
 DA0640
 DA0640                          STATION DESCRIPTION
 DA0640
 DA0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0640'5.7 MI SE FROM GILA BEND.
 DA0640'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0640'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A TRACK
 DA0640'ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE SOUTH
 DA0640'ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTHEAST ALONG A TRACK ROAD,
 DA0640'ABOUT 79 YARDS NORTHWEST OF A POINT WHERE THE ROAD CROSSES A WASH, 25
 DA0640'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTHEAST OF A
 DA0640'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0640'FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 DA0640
 DA0640                          STATION RECOVERY (2009)
 DA0640
 DA0640'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0640'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0640'THE DESCRIPTION - THE MARK IS 2.0 FEET NORTHEAST OF A WITNESS POST.
 DA0640'HANDHELD COORDINATES
 DA0640'32 53 08.6 (N)   112 40 35.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1137 ***********************************************************************
 CZ1137  DESIGNATION -  E 88
 CZ1137  PID         -  CZ1137
 CZ1137  STATE/COUNTY-  AZ/PINAL
 CZ1137  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1137
 CZ1137                         *CURRENT SURVEY CONTROL
 CZ1137  ___________________________________________________________________
 CZ1137* NAD 83(1986)-  32 46 03.     (N)    111 56 42.     (W)     SCALED    
 CZ1137* NAVD 88     -       438.73   (+/-2cm)    1439.4    (feet)  VERTCON   
 CZ1137  ___________________________________________________________________
 CZ1137  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1137
 CZ1137.The horizontal coordinates were scaled from a topographic map and have
 CZ1137.an estimated accuracy of +/- 6 seconds.
 CZ1137
 CZ1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1137.The vertical order pertains to the NGVD 29 superseded value.
 CZ1137
 CZ1137.The geoid height was determined by GEOID03.
 CZ1137
 CZ1137;                    North         East    Units  Estimated Accuracy
 CZ1137;SPC AZ C     -   195,970.      210,710.      MT  (+/- 180 meters Scaled)
 CZ1137
 CZ1137                          SUPERSEDED SURVEY CONTROL
 CZ1137
 CZ1137  NGVD 29 (??/??/92)  438.123  (m)         1437.41   (f) ADJ UNCH    2 0
 CZ1137
 CZ1137.Superseded values are not recommended for survey control.
 CZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1137.See file dsdata.txt to determine how the superseded data were derived.
 CZ1137
 CZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB114259(NAD 83)
 CZ1137_MARKER: DB = BENCH MARK DISK
 CZ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1137_STAMPING: E 88 1935
 CZ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1137+STABILITY: SURFACE MOTION
 CZ1137
 CZ1137  HISTORY     - Date     Condition        Report By
 CZ1137  HISTORY     - 1935     MONUMENTED       CGS
 CZ1137  HISTORY     - 1951     GOOD             NGS
 CZ1137
 CZ1137                          STATION DESCRIPTION
 CZ1137
 CZ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1137'6.2 MI NW FROM COCKLEBUR.
 CZ1137'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1137'VILLAGE OF COCKLEBUR, THENCE 2 MILES WEST ALONG THE NORTH BOUNDARY
 CZ1137'FENCE OF THE PAPAGO INDIAN RESERVATION, ABOUT 116 YARDS EAST OF
 CZ1137'SECTION CORNER (S33, S34, PIR), ABOUT 121 YARDS EAST OF AN ACCESS ROAD
 CZ1137'TO THE RESERVATION, 1.3 FEET NORTH OF THE FENCE, 2.1 FEET SOUTH OF A
 CZ1137'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ1137'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0114 ***********************************************************************
 GP0114  DESIGNATION -  E 88
 GP0114  PID         -  GP0114
 GP0114  STATE/COUNTY-  AZ/COCONINO
 GP0114  USGS QUAD   -  PAGE (1985)
 GP0114
 GP0114                         *CURRENT SURVEY CONTROL
 GP0114  ___________________________________________________________________
 GP0114* NAD 83(1986)-  36 55 43.     (N)    111 28 44.     (W)     SCALED    
 GP0114* NAVD 88     -      1046.258  (meters)    3432.60   (feet)  ADJUSTED  
 GP0114  ___________________________________________________________________
 GP0114  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0114  DYNAMIC HT  -        1045.069 (meters)    3428.70  (feet)  COMP
 GP0114  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 GP0114
 GP0114  VERT ORDER  -  FIRST     CLASS II
 GP0114
 GP0114.The horizontal coordinates were scaled from a topographic map and have
 GP0114.an estimated accuracy of +/- 6 seconds.
 GP0114
 GP0114.The orthometric height was determined by differential leveling
 GP0114.and adjusted in June 1991.
 GP0114
 GP0114.The geoid height was determined by GEOID03.
 GP0114
 GP0114.The dynamic height is computed by dividing the NAVD 88
 GP0114.geopotential number by the normal gravity value computed on the
 GP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0114.degrees latitude (g = 980.6199 gals.).
 GP0114
 GP0114.The modeled gravity was interpolated from observed gravity values.
 GP0114
 GP0114;                    North         East    Units  Estimated Accuracy
 GP0114;SPC AZ C     -   657,640.      252,360.      MT  (+/- 180 meters Scaled)
 GP0114
 GP0114                          SUPERSEDED SURVEY CONTROL
 GP0114
 GP0114  NGVD 29 (??/??/92) 1045.369  (m)         3429.68   (f) ADJ UNCH    1 2
 GP0114
 GP0114.Superseded values are not recommended for survey control.
 GP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0114.See file dsdata.txt to determine how the superseded data were derived.
 GP0114
 GP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF573870(NAD 83)
 GP0114_MARKER: DD = SURVEY DISK
 GP0114_SETTING: 66 = SET IN ROCK OUTCROP
 GP0114_SP_SET: SANDSTONE OUTCROP
 GP0114_STAMPING: E 88
 GP0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0114+STABILITY: POSITION/ELEVATION WELL
 GP0114
 GP0114  HISTORY     - Date     Condition        Report By
 GP0114  HISTORY     - UNK      MONUMENTED       BOR
 GP0114  HISTORY     - 1962     GOOD             NGS
 GP0114
 GP0114                          STATION DESCRIPTION
 GP0114
 GP0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0114'4.65 MI S FROM PAGE.
 GP0114'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0114'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE WEST ALONG
 GP0114'AN ASPHALT ROAD LEADING TO THE GLEN CANYON DAM POWERPLANT.  THENCE
 GP0114'1.35 MILE NORTH INTO THE POWERPLANT SERVICE TUNNEL, AT ADIT NO. 6 OF
 GP0114'THE SERVICE ROAD TUNNEL, 113 FEET WEST OF THE CENTERLINE OF SERVICE
 GP0114'ROAD TUNNEL, 59 FEET EAST OF THE WEST END OF THE ADIT, 6.5 FEET SOUTH
 GP0114'OF THE CENTERLINE OF THE ADIT, ABOUT LEVEL WITH THE FLOOR OF THE ADIT,
 GP0114'AND SET IN THE TOP OF A SANDSTONE OUTCROP AT THE BASE OF THE SOUTH
 GP0114'WALL OF THE ADIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0005 ***********************************************************************
 DA0005  DESIGNATION -  E 89
 DA0005  PID         -  DA0005
 DA0005  STATE/COUNTY-  AZ/MARICOPA
 DA0005  USGS QUAD   -  CONLEY WELL (1979)
 DA0005
 DA0005                         *CURRENT SURVEY CONTROL
 DA0005  ___________________________________________________________________
 DA0005* NAD 83(1986)-  32 54 52.     (N)    112 17 22.     (W)     SCALED    
 DA0005* NAVD 88     -       515.53   (+/-2cm)    1691.4    (feet)  VERTCON   
 DA0005  ___________________________________________________________________
 DA0005  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0005
 DA0005.The horizontal coordinates were scaled from a topographic map and have
 DA0005.an estimated accuracy of +/- 6 seconds.
 DA0005
 DA0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0005.The vertical order pertains to the NGVD 29 superseded value.
 DA0005
 DA0005.The geoid height was determined by GEOID03.
 DA0005
 DA0005;                    North         East    Units  Estimated Accuracy
 DA0005;SPC AZ C     -   212,330.      178,490.      MT  (+/- 180 meters Scaled)
 DA0005
 DA0005                          SUPERSEDED SURVEY CONTROL
 DA0005
 DA0005  NGVD 29 (??/??/92)  514.887  (m)         1689.26   (f) ADJ UNCH    2 0
 DA0005
 DA0005.Superseded values are not recommended for survey control.
 DA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0005.See file dsdata.txt to determine how the superseded data were derived.
 DA0005
 DA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB794425(NAD 83)
 DA0005_MARKER: DB = BENCH MARK DISK
 DA0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0005_STAMPING: E 89 1935
 DA0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0005+STABILITY: SURFACE MOTION
 DA0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0005+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0005
 DA0005  HISTORY     - Date     Condition        Report By
 DA0005  HISTORY     - 1935     MONUMENTED       CGS
 DA0005  HISTORY     - 1977     GOOD             USGS
 DA0005  HISTORY     - 20080418 GOOD             GEOCAC
 DA0005
 DA0005                          STATION DESCRIPTION
 DA0005
 DA0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0005'30.3 MI NE FROM GILA.
 DA0005'30.3 MILES NORTHEAST OF GILA, MARICOPA COUNTY. THIS BENCH MARK MAY BE
 DA0005'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0005'MILES EAST ALONG STATE HIGHWAY 84, THENCE 5.0 MILES NORTH ALONG A DIRT
 DA0005'ROAD LEADING TO MOBILE.  IT IS 150 FEET SOUTH OF THE CENTER OF A WASH
 DA0005'WHICH CROSSES THE ROAD, AND 15 FEET EAST OF THE CENTERLINE OF THE ROAD
 DA0005'LEADING NORTH.  A STANDARD DISK, STAMPED E 89 1935 AND SET IN THE TOP
 DA0005'OF A CONCRETE POST.
 DA0005
 DA0005                          STATION RECOVERY (1977)
 DA0005
 DA0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0005'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0005'8 TO VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE W.
 DA0005'ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION LINE
 DA0005'RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD FOR 1.0 MI, THENCE
 DA0005'N. ALONG A SECTION LINE RD. FOR 1.1 MI, ABOUT 600 FT N. OF SEC CORNER
 DA0005'7/T6S/R1E.
 DA0005
 DA0005                          STATION RECOVERY (2008)
 DA0005
 DA0005'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0005'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0005'32 54 52.9 (N)   112 17 21.9 (W)  (NAD 83).
 DA0005' 
 DA0005'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF VEKOL ROAD
 DA0005'AND INTERSTATE HIGHWAY 8 TAKE VEKOL HIGHWAY NORTH FOR 1.9 MILES TO
 DA0005'VISTA AVENUE. TURN LEFT ON VISTA AVENUE AND GO WEST THROUGH THE GATE
 DA0005'AND ON THE INCREASINGLY DIM TRACK ROAD FOR 1.9 MILES TO ANOTHER DIM
 DA0005'TRACK ROAD. TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.1
 DA0005'MILES TO ANOTHER DIM TRACK ROAD.
 DA0005'TURN LEFT AND GO WEST ON THE DIM TRACK TOAD FOR 0.1 MILES TO A DIRT
 DA0005'ROAD. TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR 3.1 MILES TO THE
 DA0005'STATION ON THE RIGHT. TRAVEL WITH A HIGH CLEARANCE VEHICLE IS
 DA0005'RECOMMENDED ON THE DIM ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1034 ***********************************************************************
 DA1034  DESIGNATION -  E 9
 DA1034  PID         -  DA1034
 DA1034  STATE/COUNTY-  AZ/YUMA
 DA1034  USGS QUAD   -  TEXAS HILL (1982)
 DA1034
 DA1034                         *CURRENT SURVEY CONTROL
 DA1034  ___________________________________________________________________
 DA1034* NAD 83(1986)-  32 51 00.     (N)    113 43 04.     (W)     SCALED    
 DA1034* NAVD 88     -       116.30   (+/-2cm)     381.6    (feet)  VERTCON   
 DA1034  ___________________________________________________________________
 DA1034  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DA1034  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1034
 DA1034.The horizontal coordinates were scaled from a topographic map and have
 DA1034.an estimated accuracy of +/- 6 seconds.
 DA1034
 DA1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1034.The vertical order pertains to the NGVD 29 superseded value.
 DA1034
 DA1034.The geoid height was determined by GEOID03.
 DA1034
 DA1034;                    North         East    Units  Estimated Accuracy
 DA1034;SPC AZ W     -   205,130.      216,380.      MT  (+/- 180 meters Scaled)
 DA1034
 DA1034                          SUPERSEDED SURVEY CONTROL
 DA1034
 DA1034  NGVD 29 (??/??/92)  115.677  (m)          379.52   (f) ADJ UNCH    1 2
 DA1034
 DA1034.Superseded values are not recommended for survey control.
 DA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1034.See file dsdata.txt to determine how the superseded data were derived.
 DA1034
 DA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB456379(NAD 83)
 DA1034_MARKER: DB = BENCH MARK DISK
 DA1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1034_STAMPING: 379.511 E 9 1927
 DA1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1034+STABILITY: SURFACE MOTION
 DA1034
 DA1034  HISTORY     - Date     Condition        Report By
 DA1034  HISTORY     - 1927     MONUMENTED       CGS
 DA1034  HISTORY     - 1935     GOOD             NGS
 DA1034
 DA1034                          STATION DESCRIPTION
 DA1034
 DA1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1034'24.0 MI SW FROM HYDER.
 DA1034'24.0 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1034'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 75 FEET
 DA1034'SOUTH OF THE TENTH POLE NORTHEAST OF MILEPOST 798, 99 FEET SOUTHEAST
 DA1034'OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE RIGHT-OF-WAY FENCE,
 DA1034'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 379.511 E 9
 DA1034'1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 DA1034'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0284 ***********************************************************************
 DA0284  DESIGNATION -  E 90
 DA0284  PID         -  DA0284
 DA0284  STATE/COUNTY-  AZ/PIMA
 DA0284  USGS QUAD   -  VENTANA (1990)
 DA0284
 DA0284                         *CURRENT SURVEY CONTROL
 DA0284  ___________________________________________________________________
 DA0284* NAD 83(1986)-  32 24 05.     (N)    112 10 30.     (W)     SCALED    
 DA0284* NAVD 88     -       660.00   (+/-2cm)    2165.3    (feet)  VERTCON   
 DA0284  ___________________________________________________________________
 DA0284  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DA0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0284
 DA0284.The horizontal coordinates were scaled from a topographic map and have
 DA0284.an estimated accuracy of +/- 6 seconds.
 DA0284
 DA0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0284.The vertical order pertains to the NGVD 29 superseded value.
 DA0284
 DA0284.The geoid height was determined by GEOID03.
 DA0284
 DA0284;                    North         East    Units  Estimated Accuracy
 DA0284;SPC AZ C     -   155,400.      189,060.      MT  (+/- 180 meters Scaled)
 DA0284
 DA0284                          SUPERSEDED SURVEY CONTROL
 DA0284
 DA0284  NGVD 29 (??/??/92)  659.328  (m)         2163.15   (f) ADJ UNCH    2 0
 DA0284
 DA0284.Superseded values are not recommended for survey control.
 DA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0284.See file dsdata.txt to determine how the superseded data were derived.
 DA0284
 DA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA894855(NAD 83)
 DA0284_MARKER: DB = BENCH MARK DISK
 DA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0284_STAMPING: E 90 1935
 DA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0284+STABILITY: SURFACE MOTION
 DA0284
 DA0284  HISTORY     - Date     Condition        Report By
 DA0284  HISTORY     - 1935     MONUMENTED       CGS
 DA0284  HISTORY     - 1952     GOOD             NGS
 DA0284
 DA0284                          STATION DESCRIPTION
 DA0284
 DA0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0284'7.45 MI SE FROM VENTANA.
 DA0284'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0284'THENCE 3.7 MILES SOUTH ALONG A TRACK ROAD, AT THE CENTER OF A BARREN
 DA0284'ROCKY FLAT, 117 FEET NORTHEAST AND ACROSS THE ROAD FROM A LONE GIANT
 DA0284'SAGUARO, 20 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 DA0284'ROAD, 2.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0284'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0932 ***********************************************************************
 CZ0932  DESIGNATION -  E 91
 CZ0932  PID         -  CZ0932
 CZ0932  STATE/COUNTY-  AZ/PIMA
 CZ0932  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0932
 CZ0932                         *CURRENT SURVEY CONTROL
 CZ0932  ___________________________________________________________________
 CZ0932* NAD 83(1986)-  32 18 30.     (N)    111 53 32.     (W)     SCALED    
 CZ0932* NAVD 88     -       562.40   (+/-2cm)    1845.1    (feet)  VERTCON   
 CZ0932  ___________________________________________________________________
 CZ0932  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CZ0932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0932
 CZ0932.The horizontal coordinates were scaled from a topographic map and have
 CZ0932.an estimated accuracy of +/- 6 seconds.
 CZ0932
 CZ0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0932.The vertical order pertains to the NGVD 29 superseded value.
 CZ0932
 CZ0932.The geoid height was determined by GEOID03.
 CZ0932
 CZ0932;                    North         East    Units  Estimated Accuracy
 CZ0932;SPC AZ C     -   145,060.      215,660.      MT  (+/- 180 meters Scaled)
 CZ0932
 CZ0932                          SUPERSEDED SURVEY CONTROL
 CZ0932
 CZ0932  NGVD 29 (??/??/92)  561.784  (m)         1843.12   (f) ADJ UNCH    2 0
 CZ0932
 CZ0932.Superseded values are not recommended for survey control.
 CZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0932.See file dsdata.txt to determine how the superseded data were derived.
 CZ0932
 CZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA160749(NAD 83)
 CZ0932_MARKER: DB = BENCH MARK DISK
 CZ0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0932_STAMPING: E 91 1935
 CZ0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0932+STABILITY: SURFACE MOTION
 CZ0932
 CZ0932  HISTORY     - Date     Condition        Report By
 CZ0932  HISTORY     - 1935     MONUMENTED       CGS
 CZ0932  HISTORY     - 1952     GOOD             NGS
 CZ0932
 CZ0932                          STATION DESCRIPTION
 CZ0932
 CZ0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0932'8.7 MI E FROM SANTA ROSA.
 CZ0932'8.7 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0932'APPROXIMATELY 1 1/2 MILE DUE SOUTH OF A WHITE PEAK WHICH IS LOCATED AT
 CZ0932'THE SOUTHWEST FOOT OF A HUGE MOUNTAIN, 0.75 MILE EAST OF THE Y
 CZ0932'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST WHICH FORMS A LOOP WITH THE
 CZ0932'MAIN ROAD, 0.75 MILE NORTH WEST OF THE EAST END OF THE LOOP AND A
 CZ0932'FENCE CORNER, AT A MEADOW LIKE CLEARING LIGHTLY SPOTTED WITH MESQUITE
 CZ0932'BRUSH, ABOUT 50 YARDS SOUTH OF THE NORTH EDGE OF THE CLEARING, 65 FEET
 CZ0932'NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.9 FEET
 CZ0932'WEST OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0891 ***********************************************************************
 CZ0891  DESIGNATION -  E 93
 CZ0891  PID         -  CZ0891
 CZ0891  STATE/COUNTY-  AZ/PIMA
 CZ0891  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0891
 CZ0891                         *CURRENT SURVEY CONTROL
 CZ0891  ___________________________________________________________________
 CZ0891* NAD 83(1986)-  32 19 23.     (N)    111 47 12.     (W)     SCALED    
 CZ0891* NAVD 88     -       576.70   (+/-2cm)    1892.1    (feet)  VERTCON   
 CZ0891  ___________________________________________________________________
 CZ0891  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 CZ0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0891
 CZ0891.The horizontal coordinates were scaled from a topographic map and have
 CZ0891.an estimated accuracy of +/- 6 seconds.
 CZ0891
 CZ0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0891.The vertical order pertains to the NGVD 29 superseded value.
 CZ0891
 CZ0891.The geoid height was determined by GEOID03.
 CZ0891
 CZ0891;                    North         East    Units  Estimated Accuracy
 CZ0891;SPC AZ C     -   146,690.      225,600.      MT  (+/- 180 meters Scaled)
 CZ0891
 CZ0891                          SUPERSEDED SURVEY CONTROL
 CZ0891
 CZ0891  NGVD 29 (??/??/92)  576.103  (m)         1890.10   (f) ADJ UNCH    2 0
 CZ0891
 CZ0891.Superseded values are not recommended for survey control.
 CZ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0891.See file dsdata.txt to determine how the superseded data were derived.
 CZ0891
 CZ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA259765(NAD 83)
 CZ0891_MARKER: DB = BENCH MARK DISK
 CZ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0891_STAMPING: E 93 1935
 CZ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0891+STABILITY: SURFACE MOTION
 CZ0891
 CZ0891  HISTORY     - Date     Condition        Report By
 CZ0891  HISTORY     - 1935     MONUMENTED       CGS
 CZ0891  HISTORY     - 1952     GOOD             NGS
 CZ0891
 CZ0891                          STATION DESCRIPTION
 CZ0891
 CZ0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0891'15.65 MI E FROM SANTA ROSA.
 CZ0891'15.25 MILES EAST ALONG A TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0891'THENCE 0.4 MILES NORTH ALONG A DIM TRACK ROAD, 0.4 MILE NORTH OF A
 CZ0891'BENCH MARK R 318, ABOUT 0.15 MILE NORTH OF A WASH, IN A GREASEWOOD
 CZ0891'FLAT, 19 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1.8 FEET
 CZ0891'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0891'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0658 ***********************************************************************
 CZ0658  DESIGNATION -  E 94
 CZ0658  PID         -  CZ0658
 CZ0658  STATE/COUNTY-  AZ/PIMA
 CZ0658  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0658
 CZ0658                         *CURRENT SURVEY CONTROL
 CZ0658  ___________________________________________________________________
 CZ0658* NAD 83(1986)-  32 09 17.     (N)    111 11 15.     (W)     SCALED    
 CZ0658* NAVD 88     -       716.66   (+/-2cm)    2351.2    (feet)  VERTCON   
 CZ0658  ___________________________________________________________________
 CZ0658  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0658
 CZ0658.The horizontal coordinates were scaled from a topographic map and have
 CZ0658.an estimated accuracy of +/- 6 seconds.
 CZ0658
 CZ0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0658.The vertical order pertains to the NGVD 29 superseded value.
 CZ0658
 CZ0658.The geoid height was determined by GEOID03.
 CZ0658
 CZ0658;                    North         East    Units  Estimated Accuracy
 CZ0658;SPC AZ C     -   128,260.      282,140.      MT  (+/- 180 meters Scaled)
 CZ0658
 CZ0658                          SUPERSEDED SURVEY CONTROL
 CZ0658
 CZ0658  NGVD 29 (??/??/92)  715.988  (m)         2349.04   (f) ADJ UNCH    2 0
 CZ0658
 CZ0658.Superseded values are not recommended for survey control.
 CZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0658.See file dsdata.txt to determine how the superseded data were derived.
 CZ0658
 CZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA823576(NAD 83)
 CZ0658_MARKER: DB = BENCH MARK DISK
 CZ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0658_STAMPING: E 94 1935
 CZ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0658+STABILITY: SURFACE MOTION
 CZ0658
 CZ0658  HISTORY     - Date     Condition        Report By
 CZ0658  HISTORY     - 1935     MONUMENTED       CGS
 CZ0658  HISTORY     - 1951     GOOD             NGS
 CZ0658
 CZ0658                          STATION DESCRIPTION
 CZ0658
 CZ0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0658'15.6 MI W FROM TUCSON.
 CZ0658'13.6 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0658'STATE HIGHWAY 86, THENCE 1.7 MILES NORTH ALONG A SAND AND DIRT ROAD TO
 CZ0658'A DIRT WATER TANK, THENCE 0.3 MILE EAST AND NORTH ALONG A TRACK ROAD,
 CZ0658'IN A SMALL CLEARING OF MESQUITE TREES, 0.3 MILE NORTHEAST OF A DIRT
 CZ0658'WATER TANK, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD,
 CZ0658'2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0658'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0607 ***********************************************************************
 FR0607  DESIGNATION -  E 95
 FR0607  PID         -  FR0607
 FR0607  STATE/COUNTY-  AZ/MOHAVE
 FR0607  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0607
 FR0607                         *CURRENT SURVEY CONTROL
 FR0607  ___________________________________________________________________
 FR0607* NAD 83(1986)-  35 55 31.     (N)    113 52 34.     (W)     SCALED    
 FR0607* NAVD 88     -      1579.793  (meters)    5183.04   (feet)  POSTED    
 FR0607  ___________________________________________________________________
 FR0607  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FR0607  DYNAMIC HT  -        1577.880 (meters)    5176.76  (feet)  COMP
 FR0607  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 FR0607
 FR0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0607
 FR0607.The horizontal coordinates were scaled from a topographic map and have
 FR0607.an estimated accuracy of +/- 6 seconds.
 FR0607
 FR0607.The orthometric height was determined by differential leveling
 FR0607.and adjusted by the  in 1992.
 FR0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0607.rate of 0.0 thru 1.0 mm/km.
 FR0607
 FR0607.The geoid height was determined by GEOID03.
 FR0607
 FR0607.The dynamic height is computed by dividing the NAVD 88
 FR0607.geopotential number by the normal gravity value computed on the
 FR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0607.degrees latitude (g = 980.6199 gals.).
 FR0607
 FR0607.The modeled gravity was interpolated from observed gravity values.
 FR0607
 FR0607;                    North         East    Units  Estimated Accuracy
 FR0607;SPC AZ W     -   546,250.      201,980.      MT  (+/- 180 meters Scaled)
 FR0607
 FR0607                          SUPERSEDED SURVEY CONTROL
 FR0607
 FR0607  NGVD 29 (??/??/92) 1578.953  (m)         5180.28   (f) ADJ UNCH    2 0
 FR0607
 FR0607.Superseded values are not recommended for survey control.
 FR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0607.See file dsdata.txt to determine how the superseded data were derived.
 FR0607
 FR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE405794(NAD 83)
 FR0607_MARKER: DB = BENCH MARK DISK
 FR0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0607_STAMPING: E 95 1935
 FR0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0607+STABILITY: SURFACE MOTION
 FR0607
 FR0607  HISTORY     - Date     Condition        Report By
 FR0607  HISTORY     - 1935     MONUMENTED       CGS
 FR0607  HISTORY     - 1968     GOOD             USGS
 FR0607
 FR0607                          STATION DESCRIPTION
 FR0607
 FR0607'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0607'54.9 MI NW FROM PEACH SPRINGS.
 FR0607'54.9 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, ABOUT 12.0 MILES
 FR0607'EAST OF DIAMOND BAR RANCH, ABOUT 0.1 MILES SOUTH OF AN ABANDONED ROAD,
 FR0607'130 YARDS WEST OF A JEEP TRAIL, 22 YARDS S SE OF A LARGE BUSHY JUNIPER
 FR0607'TREE, 40 YARDS N NE OF A SHALLOW DRAIN AND SET IN THE TOP OF A
 FR0607'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0651 ***********************************************************************
 FR0651  DESIGNATION -  E 96
 FR0651  PID         -  FR0651
 FR0651  STATE/COUNTY-  AZ/MOHAVE
 FR0651  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0651
 FR0651                         *CURRENT SURVEY CONTROL
 FR0651  ___________________________________________________________________
 FR0651* NAD 83(1986)-  35 34 58.     (N)    113 32 53.     (W)     SCALED    
 FR0651* NAVD 88     -      1461.594  (meters)    4795.25   (feet)  POSTED    
 FR0651  ___________________________________________________________________
 FR0651  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FR0651  DYNAMIC HT  -        1459.780 (meters)    4789.29  (feet)  COMP
 FR0651  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 FR0651
 FR0651  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0651
 FR0651.The horizontal coordinates were scaled from a topographic map and have
 FR0651.an estimated accuracy of +/- 6 seconds.
 FR0651
 FR0651.The orthometric height was determined by differential leveling
 FR0651.and adjusted by the  in 1992.
 FR0651.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0651.rate of 0.0 thru 1.0 mm/km.
 FR0651
 FR0651.The geoid height was determined by GEOID03.
 FR0651
 FR0651.The dynamic height is computed by dividing the NAVD 88
 FR0651.geopotential number by the normal gravity value computed on the
 FR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0651.degrees latitude (g = 980.6199 gals.).
 FR0651
 FR0651.The modeled gravity was interpolated from observed gravity values.
 FR0651
 FR0651;                    North         East    Units  Estimated Accuracy
 FR0651;SPC AZ W     -   508,260.      231,660.      MT  (+/- 180 meters Scaled)
 FR0651
 FR0651                          SUPERSEDED SURVEY CONTROL
 FR0651
 FR0651  NGVD 29 (??/??/92) 1460.693  (m)         4792.29   (f) ADJ UNCH    2 0
 FR0651
 FR0651.Superseded values are not recommended for survey control.
 FR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0651.See file dsdata.txt to determine how the superseded data were derived.
 FR0651
 FR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE691406(NAD 83)
 FR0651_MARKER: DB = BENCH MARK DISK
 FR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0651_STAMPING: E 96 1935
 FR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0651+STABILITY: SURFACE MOTION
 FR0651
 FR0651  HISTORY     - Date     Condition        Report By
 FR0651  HISTORY     - 1935     MONUMENTED       CGS
 FR0651
 FR0651                          STATION DESCRIPTION
 FR0651
 FR0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0651'9.2 MI NW FROM PEACH SPRINGS.
 FR0651'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0651'COUNTY, AT A CATTLE GUARD AND FENCE CROSSING, 36 FEET NORTHEAST OF THE
 FR0651'CENTER LINE OF THE ROAD, AND 1 FOOT NORTHWEST OF THE FENCE.  A
 FR0651'STANDARD DISK, STAMPED E 96 1935 AND SET IN THE TOP OF A CONCRETE
 FR0651'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0640 ***********************************************************************
 FR0640  DESIGNATION -  E 97
 FR0640  PID         -  FR0640
 FR0640  STATE/COUNTY-  AZ/MOHAVE
 FR0640  USGS QUAD   -  SPENCER CANYON (1967)
 FR0640
 FR0640                         *CURRENT SURVEY CONTROL
 FR0640  ___________________________________________________________________
 FR0640* NAD 83(1986)-  35 49 19.     (N)    113 39 00.     (W)     SCALED    
 FR0640* NAVD 88     -       363.932  (meters)    1194.00   (feet)  POSTED    
 FR0640  ___________________________________________________________________
 FR0640  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0640  DYNAMIC HT  -         363.470 (meters)    1192.48  (feet)  COMP
 FR0640  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 FR0640
 FR0640  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0640
 FR0640.The horizontal coordinates were scaled from a topographic map and have
 FR0640.an estimated accuracy of +/- 6 seconds.
 FR0640
 FR0640.The orthometric height was determined by differential leveling
 FR0640.and adjusted by the  in 1992.
 FR0640.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0640.was located on a no-check spur therefore a value was not computed.
 FR0640.No vertical observational check was made to the station.
 FR0640
 FR0640.The geoid height was determined by GEOID03.
 FR0640
 FR0640.The dynamic height is computed by dividing the NAVD 88
 FR0640.geopotential number by the normal gravity value computed on the
 FR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0640.degrees latitude (g = 980.6199 gals.).
 FR0640
 FR0640.The modeled gravity was interpolated from observed gravity values.
 FR0640
 FR0640;                    North         East    Units  Estimated Accuracy
 FR0640;SPC AZ W     -   534,780.      222,400.      MT  (+/- 180 meters Scaled)
 FR0640
 FR0640                          SUPERSEDED SURVEY CONTROL
 FR0640
 FR0640  NGVD 29 (??/??/92)  362.986  (m)         1190.90   (f) ADJ UNCH    2 0
 FR0640
 FR0640.Superseded values are not recommended for survey control.
 FR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0640.See file dsdata.txt to determine how the superseded data were derived.
 FR0640
 FR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE605674(NAD 83)
 FR0640_MARKER: DB = BENCH MARK DISK
 FR0640_SETTING: 80 = SET IN A BOULDER
 FR0640_SP_SET: BOULDER
 FR0640_STAMPING: E 97 1935
 FR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0640+STABILITY: SURFACE MOTION
 FR0640
 FR0640  HISTORY     - Date     Condition        Report By
 FR0640  HISTORY     - 1935     MONUMENTED       CGS
 FR0640  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0640
 FR0640                          STATION DESCRIPTION
 FR0640
 FR0640'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0640'26.9 MI NW FROM PEACH SPRINGS.
 FR0640'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0640'THENCE ABOUT 15.9 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0640'RIVER ROAD AND PACK TRAIL, ABOUT 0.4 MILE SOUTH OF THE COLORADO RIVER,
 FR0640'AT THE CENTER OF SPENCER CANYON, AND IN THE TOP OF A LARGE FLAT
 FR0640'BOULDER.  A STANDARD DISK.  STAMPED E 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0106 ***********************************************************************
 ET0106  DESIGNATION -  E 98
 ET0106  PID         -  ET0106
 ET0106  STATE/COUNTY-  AZ/YAVAPAI
 ET0106  USGS QUAD   -  PERKINSVILLE (1973)
 ET0106
 ET0106                         *CURRENT SURVEY CONTROL
 ET0106  ___________________________________________________________________
 ET0106* NAD 83(1986)-  34 54 28.     (N)    112 14 02.     (W)     SCALED    
 ET0106* NAVD 88     -      1235.34   (+/-2cm)    4052.9    (feet)  VERTCON   
 ET0106  ___________________________________________________________________
 ET0106  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 ET0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0106
 ET0106.The horizontal coordinates were scaled from a topographic map and have
 ET0106.an estimated accuracy of +/- 6 seconds.
 ET0106
 ET0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0106.The vertical order pertains to the NGVD 29 superseded value.
 ET0106
 ET0106.The geoid height was determined by GEOID03.
 ET0106
 ET0106;                    North         East    Units  Estimated Accuracy
 ET0106;SPC AZ C     -   433,390.      184,370.      MT  (+/- 180 meters Scaled)
 ET0106
 ET0106                          SUPERSEDED SURVEY CONTROL
 ET0106
 ET0106  NGVD 29 (??/??/92) 1234.577  (m)         4050.44   (f) ADJ UNCH    2 0
 ET0106
 ET0106.Superseded values are not recommended for survey control.
 ET0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0106.See file dsdata.txt to determine how the superseded data were derived.
 ET0106
 ET0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD872635(NAD 83)
 ET0106_MARKER: DB = BENCH MARK DISK
 ET0106_SETTING: 66 = SET IN ROCK OUTCROP
 ET0106_SP_SET: LIMESTONE OUTCROP
 ET0106_STAMPING: E 98 1935
 ET0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0106+STABILITY: POSITION/ELEVATION WELL
 ET0106
 ET0106  HISTORY     - Date     Condition        Report By
 ET0106  HISTORY     - 1935     MONUMENTED       CGS
 ET0106
 ET0106                          STATION DESCRIPTION
 ET0106
 ET0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0106'3.1 MI NW FROM PERKINSVILLE.
 ET0106'3.1 MI. N.W. ALONG AT AND SF R.R. 11 RAILS E. OF MILE POST NO.16,
 ET0106'ABOUT 100 FT. N.E. OF A CURVE IN THE TRACK, 54 FT. N. OF THE CENTER
 ET0106'LINE OF TRACK, AND ABOUT 4 FT. ABOVE THE TRACK BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0838 ***********************************************************************
 DW0838  DESIGNATION -  E 99
 DW0838  PID         -  DW0838
 DW0838  STATE/COUNTY-  AZ/LA PAZ
 DW0838  USGS QUAD   -  BOUSE NW (1990)
 DW0838
 DW0838                         *CURRENT SURVEY CONTROL
 DW0838  ___________________________________________________________________
 DW0838* NAD 83(1986)-  33 59 51.     (N)    114 11 31.     (W)     SCALED    
 DW0838* NAVD 88     -       213.62   (+/-2cm)     700.9    (feet)  VERTCON   
 DW0838  ___________________________________________________________________
 DW0838  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DW0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0838
 DW0838.The horizontal coordinates were scaled from a topographic map and have
 DW0838.an estimated accuracy of +/- 6 seconds.
 DW0838
 DW0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0838.The vertical order pertains to the NGVD 29 superseded value.
 DW0838
 DW0838.The geoid height was determined by GEOID03.
 DW0838
 DW0838;                    North         East    Units  Estimated Accuracy
 DW0838;SPC AZ W     -   332,480.      172,530.      MT  (+/- 180 meters Scaled)
 DW0838
 DW0838                          SUPERSEDED SURVEY CONTROL
 DW0838
 DW0838  NGVD 29 (??/??/??)  213.014  (m)          698.86   (f) ADJUSTED    2 0
 DW0838
 DW0838.Superseded values are not recommended for survey control.
 DW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0838.See file dsdata.txt to determine how the superseded data were derived.
 DW0838
 DW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT593654(NAD 83)
 DW0838_MARKER: DB = BENCH MARK DISK
 DW0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0838_STAMPING: E 99 1935
 DW0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0838+STABILITY: SURFACE MOTION
 DW0838
 DW0838  HISTORY     - Date     Condition        Report By
 DW0838  HISTORY     - 1935     MONUMENTED       CGS
 DW0838  HISTORY     - 19870427 MARK NOT FOUND   USGS
 DW0838
 DW0838                          STATION DESCRIPTION
 DW0838
 DW0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DW0838'1.9 MI W FROM WALL.
 DW0838'ABOUT 1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0838'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 132 YARDS
 DW0838'(12 RAILS) EAST OF MILEAGE 92.5, ABOUT 19 1/2 RAILS EAST OF
 DW0838'WOODEN BRIDGE 93 B, 36 FEET EAST OF A POLE, AND 34 FEET SOUTH
 DW0838'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DW0838'E 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DW0838
 DW0838                          STATION RECOVERY (1987)
 DW0838
 DW0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (PMY)
 DW0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF6363 ***********************************************************************
 DF6363  PACS        -  This is a Primary Airport Control Station.
 DF6363  DESIGNATION -  E51A
 DF6363  PID         -  DF6363
 DF6363  STATE/COUNTY-  AZ/YAVAPAI
 DF6363  USGS QUAD   -  BAGDAD (1986)
 DF6363
 DF6363                         *CURRENT SURVEY CONTROL
 DF6363  ___________________________________________________________________
 DF6363* NAD 83(2007)-  34 35 23.23212(N)    113 10 41.28231(W)     ADJUSTED  
 DF6363* NAVD 88     -      1278.53   (meters)    4194.6    (feet)  GPS OBS   
 DF6363  ___________________________________________________________________
 DF6363  EPOCH DATE  -        2007.00
 DF6363  X           -  -2,069,275.576 (meters)                     COMP
 DF6363  Y           -  -4,833,074.813 (meters)                     COMP
 DF6363  Z           -   3,601,205.782 (meters)                     COMP
 DF6363  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 DF6363  ELLIP HEIGHT-        1250.259 (meters)          (02/10/07) ADJUSTED
 DF6363  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DF6363
 DF6363  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF6363  Type    PID    Designation                      North   East  Ellip
 DF6363  -------------------------------------------------------------------
 DF6363  NETWORK DF6363 E51A                              0.59   0.49   0.57
 DF6363  -------------------------------------------------------------------
 DF6363
 DF6363.This mark is at Bagdad Airport  (E51)
 DF6363
 DF6363.The horizontal coordinates were established by GPS observations
 DF6363.and adjusted by the National Geodetic Survey in February 2007.
 DF6363
 DF6363.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF6363.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF6363.The horizontal coordinates are valid at the epoch date displayed above.
 DF6363.The epoch date for horizontal control is a decimal equivalence
 DF6363.of Year/Month/Day.
 DF6363
 DF6363.The orthometric height was determined by GPS observations and a
 DF6363.high-resolution geoid model.
 DF6363
 DF6363.GPS derived orthometric heights for airport stations designated as
 DF6363.PACS or SACS are published to 2 decimal places.  This maintains
 DF6363.centimeter relative accuracy between the PACS and SACS.  It does
 DF6363.not indicate centimeter accuracy relative to other marks which are
 DF6363.part of the NAVD 88 network.
 DF6363
 DF6363.Photographs are available for this station.
 DF6363
 DF6363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6363
 DF6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6363
 DF6363.The ellipsoidal height was determined by GPS observations
 DF6363.and is referenced to NAD 83.
 DF6363
 DF6363.The geoid height was determined by GEOID03.
 DF6363
 DF6363;                    North         East     Units Scale Factor Converg.
 DF6363;SPC AZ C     -   398,794.262    97,639.437   MT  1.00006501   -0 42 58.4
 DF6363;SPC AZ C     - 1,308,380.12    320,339.36   iFT  1.00006501   -0 42 58.4
 DF6363;UTM  12      - 3,829,709.694   300,237.613   MT  1.00009188   -1 14 12.9
 DF6363
 DF6363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6363!SPC AZ C     -   0.99980378  x   1.00006501  =   0.99986878
 DF6363!UTM  12      -   0.99980378  x   1.00009188  =   0.99989564
 DF6363
 DF6363                          SUPERSEDED SURVEY CONTROL
 DF6363
 DF6363  NAD 83(1992)-  34 35 23.23169(N)    113 10 41.28242(W) AD(       ) B
 DF6363  ELLIP H (07/14/03) 1250.255  (m)                       GP(       ) 3 1
 DF6363
 DF6363.Superseded values are not recommended for survey control.
 DF6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6363.See file dsdata.txt to determine how the superseded data were derived.
 DF6363
 DF6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0023829710(NAD 83)
 DF6363_MARKER: DD = SURVEY DISK
 DF6363_SETTING: 66 = SET IN ROCK OUTCROP
 DF6363_STAMPING: E51A 2003
 DF6363_MARK LOGO: AZ-025
 DF6363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF6363+STABILITY: POSITION/ELEVATION WELL
 DF6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6363+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DF6363
 DF6363  HISTORY     - Date     Condition        Report By
 DF6363  HISTORY     - 20030225 MONUMENTED       AZ-025
 DF6363
 DF6363                          STATION DESCRIPTION
 DF6363
 DF6363'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6363'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE BAGDAD AIRPORT,
 DF6363'ABOUT
 DF6363'1.0 MI (1.6 KM) NORTH OF THE TOWN OF BAGDAD, 18.6 MI (29.9 KM)
 DF6363'NORTHWEST OF
 DF6363'THE TOWN OF HILLSIDE, AND 40.3 MI (64.9 KM) WEST OF THE CITY OF
 DF6363'PRESCOTT.  THE
 DF6363'PROPERTY IS OWNED BY YAVAPAI COUNTY.  PERMISSION TO ACCESS THE STATION
 DF6363'MAY BE OBTAINED AT 928-771-3183.
 DF6363'
 DF6363'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND LINDAHL
 DF6363'ROAD IN BAGDAD, GO NORTHEAST ON LINDAHL ROAD 1.6 MI (2.6 KM) TO A Y IN
 DF6363'THE
 DF6363'ROAD, PROCEED LEFT (NORTH) ONTO AIRPORT RD. 0.7 MI (1.1 KM), THEN LEFT
 DF6363'(SOUTHWEST) 0.5 MI (0.8 KM) TO AIRPORT.  STATION IS LOCATED ABOUT 357
 DF6363'FT (108.8
 DF6363'M) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST END OF THE RUNWAY.
 DF6363'
 DF6363'THE STATION IS A YAVAPAI COUNTY GIS DISK, A 3 1/4 IN ALUMINUM DISK SET
 DF6363'IN A
 DF6363'ROCK OUTCROP.  IT IS STAMPED E51A 2003.  ITIS 357 FT (108.8 M)
 DF6363'SOUTHEAST OF THE
 DF6363'CENTERLINE OF THE SOUTHWEST END OF THE RUNWAY, 12.5 FT (3.8 M) NORTH
 DF6363'OF A
 DF6363'BARBED WIRE FENCE, AND 3.9 FT (1.2 M) NORTHWEST OF AN ORANGE NGS
 DF6363'CARSONITE WITNESS POST.
 DF6363'
 DF6363'
 DF6363'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 DF6363'(PACS).
 DF6363'
 DF6363'
 DF6363'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF6364 ***********************************************************************
 DF6364  SACS        -  This is a Secondary Airport Control Station.
 DF6364  DESIGNATION -  E51B
 DF6364  PID         -  DF6364
 DF6364  STATE/COUNTY-  AZ/YAVAPAI
 DF6364  USGS QUAD   -  BAGDAD (1986)
 DF6364
 DF6364                         *CURRENT SURVEY CONTROL
 DF6364  ___________________________________________________________________
 DF6364* NAD 83(2007)-  34 35 33.11439(N)    113 10 14.65257(W)     ADJUSTED  
 DF6364* NAVD 88     -      1265.49   (meters)    4151.9    (feet)  GPS OBS   
 DF6364  ___________________________________________________________________
 DF6364  EPOCH DATE  -        2007.00
 DF6364  X           -  -2,068,579.335 (meters)                     COMP
 DF6364  Y           -  -4,833,173.113 (meters)                     COMP
 DF6364  Z           -   3,601,449.133 (meters)                     COMP
 DF6364  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 DF6364  ELLIP HEIGHT-        1237.250 (meters)          (02/10/07) ADJUSTED
 DF6364  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DF6364
 DF6364  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF6364  Type    PID    Designation                      North   East  Ellip
 DF6364  -------------------------------------------------------------------
 DF6364  NETWORK DF6364 E51B                              0.76   0.65   2.61
 DF6364  -------------------------------------------------------------------
 DF6364
 DF6364.This mark is at Bagdad Airport  (E51)
 DF6364
 DF6364.The horizontal coordinates were established by GPS observations
 DF6364.and adjusted by the National Geodetic Survey in February 2007.
 DF6364
 DF6364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF6364.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF6364.The horizontal coordinates are valid at the epoch date displayed above.
 DF6364.The epoch date for horizontal control is a decimal equivalence
 DF6364.of Year/Month/Day.
 DF6364
 DF6364.The orthometric height was determined by GPS observations and a
 DF6364.high-resolution geoid model.
 DF6364
 DF6364.GPS derived orthometric heights for airport stations designated as
 DF6364.PACS or SACS are published to 2 decimal places.  This maintains
 DF6364.centimeter relative accuracy between the PACS and SACS.  It does
 DF6364.not indicate centimeter accuracy relative to other marks which are
 DF6364.part of the NAVD 88 network.
 DF6364
 DF6364.Photographs are available for this station.
 DF6364
 DF6364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6364
 DF6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6364
 DF6364.The ellipsoidal height was determined by GPS observations
 DF6364.and is referenced to NAD 83.
 DF6364
 DF6364.The geoid height was determined by GEOID03.
 DF6364
 DF6364;                    North         East     Units Scale Factor Converg.
 DF6364;SPC AZ C     -   399,090.319    98,321.837   MT  1.00006307   -0 42 43.4
 DF6364;SPC AZ C     - 1,309,351.44    322,578.21   iFT  1.00006307   -0 42 43.4
 DF6364;UTM  12      - 3,829,999.545   300,922.694   MT  1.00008851   -1 13 58.1
 DF6364
 DF6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6364!SPC AZ C     -   0.99980582  x   1.00006307  =   0.99986888
 DF6364!UTM  12      -   0.99980582  x   1.00008851  =   0.99989431
 DF6364
 DF6364                          SUPERSEDED SURVEY CONTROL
 DF6364
 DF6364  NAD 83(1992)-  34 35 33.11395(N)    113 10 14.65268(W) AD(       ) 1
 DF6364  ELLIP H (07/14/03) 1237.247  (m)                       GP(       ) 5 1
 DF6364
 DF6364.Superseded values are not recommended for survey control.
 DF6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6364.See file dsdata.txt to determine how the superseded data were derived.
 DF6364
 DF6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0092330000(NAD 83)
 DF6364_MARKER: DD = SURVEY DISK
 DF6364_SETTING: 66 = SET IN ROCK OUTCROP
 DF6364_STAMPING: E51B 2003
 DF6364_MARK LOGO: AZ-025
 DF6364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF6364+STABILITY: POSITION/ELEVATION WELL
 DF6364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6364+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DF6364
 DF6364  HISTORY     - Date     Condition        Report By
 DF6364  HISTORY     - 20030225 MONUMENTED       AZ-025
 DF6364
 DF6364                          STATION DESCRIPTION
 DF6364
 DF6364'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6364'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE BAGDAD AIRPORT,
 DF6364'ABOUT
 DF6364'1.0 MI (1.6 KM) NORTH OF THE TOWN OF BAGDAD, 18.6 MI (29.9 KM)
 DF6364'NORTHWEST OF
 DF6364'THE TOWN OF HILLSIDE, AND 40.3 MI (64.9 KM) WEST OF THE CITY OF
 DF6364'PRESCOTT.  THE
 DF6364'PROPERTY IS OWNED BY YAVAPAI COUNTY.  PERMISSION TO ACCESS THE STATION
 DF6364'MAY BE OBTAINED AT 928-771-3183.
 DF6364'
 DF6364'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND LINDAHL
 DF6364'ROAD IN BAGDAD, GO NORTHEAST ON LINDAHL ROAD 1.6 MI (2.6 KM) TO A Y IN
 DF6364'THE
 DF6364'ROAD, PROCEED LEFT (NORTH) ONTO AIRPORT RD. 0.7 MI (1.1 KM), THEN LEFT
 DF6364'(SOUTHWEST) 0.5 MI (0.8 KM) TO AIRPORT.  STATION IS LOCATED 498 FT
 DF6364'(151.8 M)
 DF6364'SOUTHWEST OF A RADIO TOWER ON THE SOUTH SIDE OF THE RUNWAY.
 DF6364'
 DF6364'THE STATION IS A 3 1/4 INCH YAVAPAI COUNTY GIS  ALUMINUM DISK SET IN A
 DF6364'ROCK
 DF6364'OUTCROP, STAMPED E51B 2003.  IT IS 498 FT (151.8 M) SOUTHWEST OF A
 DF6364'RADIO
 DF6364'TOWER, 260 FT (79.2 M) SOUTHEAST OF THE CENTER OF THE RUNWAY, 90 FT
 DF6364'(27.4 M)
 DF6364'NORTHWEST OF A BARBED WIRE FENCE, AND 6.7 FT (2.0 M) NORTHEAST OF AN
 DF6364'ORANGE NGS CARSONITE WITNESS POST.
 DF6364'
 DF6364'
 DF6364'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DF6364'(SACS).
 DF6364'
 DF6364'
 DF6364'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF6365 ***********************************************************************
 DF6365  SACS        -  This is a Secondary Airport Control Station.
 DF6365  DESIGNATION -  E51C
 DF6365  PID         -  DF6365
 DF6365  STATE/COUNTY-  AZ/YAVAPAI
 DF6365  USGS QUAD   -  BAGDAD (1986)
 DF6365
 DF6365                         *CURRENT SURVEY CONTROL
 DF6365  ___________________________________________________________________
 DF6365* NAD 83(2007)-  34 35 39.86807(N)    113 09 54.19343(W)     ADJUSTED  
 DF6365* NAVD 88     -      1273.90   (meters)    4179.5    (feet)  GPS OBS   
 DF6365  ___________________________________________________________________
 DF6365  EPOCH DATE  -        2007.00
 DF6365  X           -  -2,068,056.170 (meters)                     COMP
 DF6365  Y           -  -4,833,276.000 (meters)                     COMP
 DF6365  Z           -   3,601,625.273 (meters)                     COMP
 DF6365  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 DF6365  ELLIP HEIGHT-        1245.682 (meters)          (02/10/07) ADJUSTED
 DF6365  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF6365
 DF6365  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF6365  Type    PID    Designation                      North   East  Ellip
 DF6365  -------------------------------------------------------------------
 DF6365  NETWORK DF6365 E51C                              0.78   0.67   2.72
 DF6365  -------------------------------------------------------------------
 DF6365
 DF6365.This mark is at Bagdad Airport  (E51)
 DF6365
 DF6365.The horizontal coordinates were established by GPS observations
 DF6365.and adjusted by the National Geodetic Survey in February 2007.
 DF6365
 DF6365.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF6365.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF6365.The horizontal coordinates are valid at the epoch date displayed above.
 DF6365.The epoch date for horizontal control is a decimal equivalence
 DF6365.of Year/Month/Day.
 DF6365
 DF6365.The orthometric height was determined by GPS observations and a
 DF6365.high-resolution geoid model.
 DF6365
 DF6365.GPS derived orthometric heights for airport stations designated as
 DF6365.PACS or SACS are published to 2 decimal places.  This maintains
 DF6365.centimeter relative accuracy between the PACS and SACS.  It does
 DF6365.not indicate centimeter accuracy relative to other marks which are
 DF6365.part of the NAVD 88 network.
 DF6365
 DF6365.Photographs are available for this station.
 DF6365
 DF6365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6365
 DF6365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6365
 DF6365.The ellipsoidal height was determined by GPS observations
 DF6365.and is referenced to NAD 83.
 DF6365
 DF6365.The geoid height was determined by GEOID03.
 DF6365
 DF6365;                    North         East     Units Scale Factor Converg.
 DF6365;SPC AZ C     -   399,291.964    98,845.763   MT  1.00006158   -0 42 31.9
 DF6365;SPC AZ C     - 1,310,013.01    324,297.12   iFT  1.00006158   -0 42 31.9
 DF6365;UTM  12      - 3,830,196.424   301,448.443   MT  1.00008593   -1 13 46.7
 DF6365
 DF6365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6365!SPC AZ C     -   0.99980450  x   1.00006158  =   0.99986607
 DF6365!UTM  12      -   0.99980450  x   1.00008593  =   0.99989041
 DF6365
 DF6365                          SUPERSEDED SURVEY CONTROL
 DF6365
 DF6365  NAD 83(1992)-  34 35 39.86765(N)    113 09 54.19354(W) AD(       ) 1
 DF6365  ELLIP H (07/14/03) 1245.680  (m)                       GP(       ) 5 1
 DF6365
 DF6365.Superseded values are not recommended for survey control.
 DF6365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6365.See file dsdata.txt to determine how the superseded data were derived.
 DF6365
 DF6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0144830196(NAD 83)
 DF6365_MARKER: DD = SURVEY DISK
 DF6365_SETTING: 66 = SET IN ROCK OUTCROP
 DF6365_STAMPING: E51C 2003
 DF6365_MARK LOGO: AZ-025
 DF6365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF6365+STABILITY: POSITION/ELEVATION WELL
 DF6365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6365+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DF6365
 DF6365  HISTORY     - Date     Condition        Report By
 DF6365  HISTORY     - 20030225 MONUMENTED       AZ-025
 DF6365
 DF6365                          STATION DESCRIPTION
 DF6365
 DF6365'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6365'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE BAGDAD AIRPORT,
 DF6365'ABOUT
 DF6365'1.0 MI (1.6 KM) NORTH OF THE TOWN OF BAGDAD, 18.6 MI (29.9 KM)
 DF6365'NORTHWEST OF
 DF6365'THE TOWN OF HILLSIDE, AND 40.3 MI (64.9 KM) WEST OF THE CITY OF
 DF6365'PRESCOTT.  THE
 DF6365'PROPERTY IS OWNED BY YAVAPAI COUNTY.  PERMISSION TO ACCESS THE STATION
 DF6365'MAY BE OBTAINED AT 928-771-3183.
 DF6365'
 DF6365'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND LINDAHL
 DF6365'ROAD IN BAGDAD, GO NORTHEAST ON LINDAHL ROAD 1.6 MI (2.6 KM) TO A Y IN
 DF6365'THE
 DF6365'ROAD, PROCEED LEFT (NORTH) ONTO AIRPORT RD. 0.7 MI (1.1 KM), THEN LEFT
 DF6365'(SOUTHWEST) 0.5 MI (0.8 KM) TO AIRPORT.  STATION IS LOCATED ABOUT 138
 DF6365'FT (42.0 M)
 DF6365'SOUTHEAST OF A WIND SOCK ON THE NORTHEAST END OF THE RUNWAY.
 DF6365'
 DF6365'THE STATION IS A YAVAPAI COUNTY GIS DISK, A 3 1/4 IN ALUMINUM DISK SET
 DF6365'IN A
 DF6365'ROCK OUTCROP.  IT IS STAMPED E51C 2003.  IT IS 279 FT (85.0 M)
 DF6365'SOUTHEAST OF THE
 DF6365'CENTERLINE OF THE RUNWAY, 138 FT (42.0 M) SOUTHEAST OF A WIND SOCK, 69
 DF6365'FT
 DF6365'(21.0 M0 NORTHWEST OF A BARBED WIRE FENCE, AND 4.0 FT (1.2 M)
 DF6365'NORTHWEST OF
 DF6365'AN ORANGE NGS CARSONITE WITNESS POST.
 DF6365'
 DF6365'
 DF6365'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DF6365'(SACS).
 DF6365'
 DF6365'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4139 ***********************************************************************
 DK4139  SACS        -  This is a Secondary Airport Control Station.
 DK4139  DESIGNATION -  E95 A
 DK4139  PID         -  DK4139
 DK4139  STATE/COUNTY-  AZ/COCHISE
 DK4139  USGS QUAD   -  GALLETA FLAT EAST (1973)
 DK4139
 DK4139                         *CURRENT SURVEY CONTROL
 DK4139  ___________________________________________________________________
 DK4139* NAD 83(2007)-  32 00 04.92058(N)    110 21 50.54352(W)     ADJUSTED  
 DK4139* NAVD 88     -      1165.78   (meters)    3824.7    (feet)  GPS OBS   
 DK4139  ___________________________________________________________________
 DK4139  EPOCH DATE  -        2007.00
 DK4139  X           -  -1,884,311.970 (meters)                     COMP
 DK4139  Y           -  -5,076,512.091 (meters)                     COMP
 DK4139  Z           -   3,361,162.996 (meters)                     COMP
 DK4139  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DK4139  ELLIP HEIGHT-        1137.922 (meters)          (04/15/08) ADJUSTED
 DK4139  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DK4139  HORZ ORDER  -  FIRST
 DK4139  ELLP ORDER  -  FOURTH    CLASS II
 DK4139
 DK4139.This mark is at Benson Municipal Airport  (E95)
 DK4139
 DK4139.The horizontal coordinates were established by GPS observations
 DK4139.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 DK4139
 DK4139.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4139.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4139.The horizontal coordinates are valid at the epoch date displayed above.
 DK4139.The epoch date for horizontal control is a decimal equivalence
 DK4139.of Year/Month/Day.
 DK4139
 DK4139.The orthometric height was determined by GPS observations and a
 DK4139.high-resolution geoid model.
 DK4139
 DK4139.GPS derived orthometric heights for airport stations designated as
 DK4139.PACS or SACS are published to 2 decimal places.  This maintains
 DK4139.centimeter relative accuracy between the PACS and SACS.  It does
 DK4139.not indicate centimeter accuracy relative to other marks which are
 DK4139.part of the NAVD 88 network.
 DK4139
 DK4139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4139
 DK4139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4139
 DK4139.The ellipsoidal height was determined by GPS observations
 DK4139.and is referenced to NAD 83.
 DK4139
 DK4139.The geoid height was determined by GEOID03.
 DK4139
 DK4139;                    North         East     Units Scale Factor Converg.
 DK4139;SPC AZ E     -   111,035.593   194,711.712   MT  0.99990429   -0 06 16.5
 DK4139;SPC AZ E     -   364,290.00    638,817.95   iFT  0.99990429   -0 06 16.5
 DK4139;UTM  12      - 3,540,763.868   560,069.487   MT  0.99964450   +0 20 13.3
 DK4139
 DK4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4139!SPC AZ E     -   0.99982136  x   0.99990429  =   0.99972567
 DK4139!UTM  12      -   0.99982136  x   0.99964450  =   0.99946592
 DK4139
 DK4139                          SUPERSEDED SURVEY CONTROL
 DK4139
 DK4139.No superseded survey control is available for this station.
 DK4139
 DK4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6006940764(NAD 83)
 DK4139_MARKER: DD = SURVEY DISK
 DK4139_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4139_STAMPING: E95 A 2008
 DK4139_MARK LOGO: STANTI
 DK4139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4139+STABILITY: SURFACE MOTION
 DK4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4139+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2008
 DK4139
 DK4139  HISTORY     - Date     Condition        Report By
 DK4139  HISTORY     - 20080313 MONUMENTED       STANTI
 DK4139
 DK4139                          STATION DESCRIPTION
 DK4139
 DK4139'DESCRIBED BY STANTEC CONSULTING INC. 2008
 DK4139'THE STATION IS LOCATED ABOUT 60.2 KM (37.4 MI) SOUTHEAST OF TUCSON,
 DK4139'ABOUT 57.3 KM (35.6 MI) SOUTHWEST OF WILLCOX, AND ABOUT 7.6 KM (4.7
 DK4139'MI) NORTHWEST OF BENSON AT THE BENSON MUNICIPAL AIRPORT.  CONTACT
 DK4139'OWNER/OPERATORS JOHN OR NANCY MARTIN AT (520)586-3262 TO ARRANGE
 DK4139'ACCESS AND OR ESCORT.  OWNERSHIP JOHN AND NANCY MARTIN.
 DK4139' 
 DK4139'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 10 AND
 DK4139'OCOTILLO STREET IN BENSON, GO NORTH ON OCOTILLO STREET FOR 1.6 KM (1.0
 DK4139'MI) TO AVIATION DRIVE.  TURN LEFT AND GO WEST ON AVIATION DRIVE FOR
 DK4139'5.5 KM (3.4 MI) TO THE MAIN AIRPORT GATE WHICH IS LOCATED NORTH OF THE
 DK4139'SOUTHWESTERN AVIATION BUILDING.  PROCEED THROUGH THE GATE AND GO
 DK4139'NORTHWESTERLY ACROSS THE APRON FOR 0.1 KM (0.1 MI) TO TAXIWAY A4.
 DK4139'CONTINUE NORTHERLY ALONG TAXIWAY A4 FOR 0.1 KM (0.1 MI) THE MAIN
 DK4139'RUNWAY 10-28.  PROCEED NORTHERLY ACROSS THE RUNWAY TO A DIRT ROAD,
 DK4139'THEN NORTHWESTERLY ALONG THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A
 DK4139'WEATHER STATION THAT IS CURRENTLY UNDER CONSTRUCTION AND A
 DK4139'T-INTERSECTION WITH A DIRT PERIMETER ROAD.  TURN LEFT AND GO WESTERLY
 DK4139'ALONG THE PERIMETER ROAD FOR 0.8 KM (0.5 MI) TO THE STATION ON THE
 DK4139'LEFT.  STATION IS 150 FT (45.7 M) SOUTH OF THE PERIMETER ROAD.
 DK4139' 
 DK4139'THE STATION IS A STANTEC AIRPORT CONTROL DISK, STAMPED --E95 A 2008--
 DK4139'SET IN A ROUND CONCRETE MONUMENT 1.2 M (3.9 FT) DEEP AND 0.3 M (1.0
 DK4139'FT) IN DIAMETER.  IT IS SET FLUSH WITH THE GROUND.  IT IS 79.5 M
 DK4139'(260.8 FT) NORTHEAST OF A FLASHING LIGHT AT THE END OF RUNWAY 10, 54.5
 DK4139'M (178.8 FT) NORTHWEST OF THE CENTER OF A CONCRETE CULVERT AND 48.2 M
 DK4139'(158.1 FT) SOUTH OF A BARBED WIRE FENCE.  THIS STATION IS DESIGNATED
 DK4139'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4138 ***********************************************************************
 DK4138  PACS        -  This is a Primary Airport Control Station.
 DK4138  DESIGNATION -  E95 B
 DK4138  PID         -  DK4138
 DK4138  STATE/COUNTY-  AZ/COCHISE
 DK4138  USGS QUAD   -  BENSON (1983)
 DK4138
 DK4138                         *CURRENT SURVEY CONTROL
 DK4138  ___________________________________________________________________
 DK4138* NAD 83(2007)-  31 59 54.56721(N)    110 21 29.07832(W)     ADJUSTED  
 DK4138* NAVD 88     -      1163.33   (meters)    3816.7    (feet)  GPS OBS   
 DK4138  ___________________________________________________________________
 DK4138  EPOCH DATE  -        2007.00
 DK4138  X           -  -1,883,841.745 (meters)                     COMP
 DK4138  Y           -  -5,076,864.676 (meters)                     COMP
 DK4138  Z           -   3,360,891.205 (meters)                     COMP
 DK4138  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DK4138  ELLIP HEIGHT-        1135.475 (meters)          (04/15/08) ADJUSTED
 DK4138  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DK4138  HORZ ORDER  -  B
 DK4138  ELLP ORDER  -  THIRD     CLASS I
 DK4138
 DK4138.This mark is at Benson Municipal Airport  (E95)
 DK4138
 DK4138.The horizontal coordinates were established by GPS observations
 DK4138.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 DK4138
 DK4138.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4138.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4138.The horizontal coordinates are valid at the epoch date displayed above.
 DK4138.The epoch date for horizontal control is a decimal equivalence
 DK4138.of Year/Month/Day.
 DK4138
 DK4138.The orthometric height was determined by GPS observations and a
 DK4138.high-resolution geoid model.
 DK4138
 DK4138.GPS derived orthometric heights for airport stations designated as
 DK4138.PACS or SACS are published to 2 decimal places.  This maintains
 DK4138.centimeter relative accuracy between the PACS and SACS.  It does
 DK4138.not indicate centimeter accuracy relative to other marks which are
 DK4138.part of the NAVD 88 network.
 DK4138
 DK4138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4138
 DK4138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4138
 DK4138.The ellipsoidal height was determined by GPS observations
 DK4138.and is referenced to NAD 83.
 DK4138
 DK4138.The geoid height was determined by GEOID03.
 DK4138
 DK4138;                    North         East     Units Scale Factor Converg.
 DK4138;SPC AZ E     -   110,715.707   195,274.504   MT  0.99990403   -0 06 05.1
 DK4138;SPC AZ E     -   363,240.51    640,664.38   iFT  0.99990403   -0 06 05.1
 DK4138;UTM  12      - 3,540,448.412   560,634.582   MT  0.99964534   +0 20 24.6
 DK4138
 DK4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4138!SPC AZ E     -   0.99982174  x   0.99990403  =   0.99972579
 DK4138!UTM  12      -   0.99982174  x   0.99964534  =   0.99946715
 DK4138
 DK4138                          SUPERSEDED SURVEY CONTROL
 DK4138
 DK4138.No superseded survey control is available for this station.
 DK4138
 DK4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6063540448(NAD 83)
 DK4138_MARKER: F = FLANGE-ENCASED ROD
 DK4138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4138_STAMPING: E95 B 2008
 DK4138_MARK LOGO: STANTI
 DK4138_PROJECTION: RECESSED 5 CENTIMETERS
 DK4138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4138+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2008
 DK4138_ROD/PIPE-DEPTH:  3.0 meters
 DK4138_SLEEVE-DEPTH  : 1 meters
 DK4138
 DK4138  HISTORY     - Date     Condition        Report By
 DK4138  HISTORY     - 20080314 MONUMENTED       STANTI
 DK4138
 DK4138                          STATION DESCRIPTION
 DK4138
 DK4138'DESCRIBED BY STANTEC CONSULTING INC. 2008
 DK4138'THE STATION IS LOCATED ABOUT 60.8 KM (37.8 MI) SOUTHEAST OF TUCSON,
 DK4138'ABOUT 57.0 KM (35.4 MI) SOUTHWEST OF WILLCOX, AND ABOUT 6.9 KM (4.3
 DK4138'MI) NORTHWEST OF BENSON AT THE BENSON MUNICIPAL AIRPORT.  CONTACT
 DK4138'OWNER/OPERATORS JOHN OR NANCY MARTIN AT (520)586-3262 TO ARRANGE
 DK4138'ACCESS AND OR ESCORT.  OWNERSHIP JOHN AND NANCY MARTIN.
 DK4138' 
 DK4138'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 10 AND
 DK4138'OCOTILLO STREET IN BENSON, GO NORTH ON OCOTILLO STREET FOR 1.6 KM (1.0
 DK4138'MI) TO AVIATION DRIVE.  TURN LEFT AND GO WEST ON AVIATION DRIVE FOR
 DK4138'5.5 KM (3.4 MI) TO THE MAIN AIRPORT GATE WHICH IS LOCATED NORTH OF THE
 DK4138'SOUTHWESTERN AVIATION BUILDING.  PROCEED NORTHERLY THROUGH THE GATE
 DK4138'AND ACROSS THE APRON FOR 0.1 KM (0.1 MI) TO THE SERVICE TAXIWAY.  TURN
 DK4138'LEFT AND GO WESTERLY ALONG THE SERVICE TAXIWAY FOR 0.2 KM (0.1 MI) TO
 DK4138'TAXIWAY A3.  CROSS TAXIWAY A3 TO STATION ON RIGHT.  STATION IS LOCATED
 DK4138'BETWEEN TAXIWAY A AND THE SERVICE TAXIWAY.
 DK4138' 
 DK4138'THE STATION IS A PUNCH HOLE, TOP CENTER OF A 9/16 INCH STAINLESS STEEL
 DK4138'ROD DRIVEN TO REFUSAL DEPTH OF 3.1 M (10.2 FT).  THE LOGO CAP IS
 DK4138'STAMPED --E95 B 2008--.  THE LOGO CAP IS MOUNTED ON A 6 INCH (15 CM)
 DK4138'DIAMETER PVC PIPE.  A 1 M (3.3 FT) LONG GREASE-FILLED SLEEVE WAS
 DK4138'INSTALLED.  LOGO CAP IS FLUSH WITH THE GROUND AND TOP OF THE ROD IS
 DK4138'2.5 INCHES (6 CM) BELOW THE TOP OF THE LOGO CAP.  THE MARK IS 9.9 M
 DK4138'(32.5 FT) SOUTH OF THE SOUTH EDGE OF TAXIWAY A, 8.3 M (27.2 FT) NORTH
 DK4138'OF THE NORTH EDGE OF THE SERVICE TAXIWAY, AND 6.6 M (21.7 FT) WEST OF
 DK4138'THE CENTER OF AN ELECTRIC ACCESS VAULT. THIS STATION IS DESIGNATED AS
 DK4138'THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4140 ***********************************************************************
 DK4140  SACS        -  This is a Secondary Airport Control Station.
 DK4140  DESIGNATION -  E95 C
 DK4140  PID         -  DK4140
 DK4140  STATE/COUNTY-  AZ/COCHISE
 DK4140  USGS QUAD   -  BENSON (1983)
 DK4140
 DK4140                         *CURRENT SURVEY CONTROL
 DK4140  ___________________________________________________________________
 DK4140* NAD 83(2007)-  31 59 58.74569(N)    110 21 09.66503(W)     ADJUSTED  
 DK4140* NAVD 88     -      1158.55   (meters)    3801.0    (feet)  GPS OBS   
 DK4140  ___________________________________________________________________
 DK4140  EPOCH DATE  -        2007.00
 DK4140  X           -  -1,883,338.774 (meters)                     COMP
 DK4140  Y           -  -5,076,974.196 (meters)                     COMP
 DK4140  Z           -   3,360,997.837 (meters)                     COMP
 DK4140  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DK4140  ELLIP HEIGHT-        1130.687 (meters)          (04/15/08) ADJUSTED
 DK4140  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DK4140  HORZ ORDER  -  FIRST
 DK4140  ELLP ORDER  -  FOURTH    CLASS II
 DK4140
 DK4140.This mark is at Benson Municipal Airport  (E95)
 DK4140
 DK4140.The horizontal coordinates were established by GPS observations
 DK4140.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 DK4140
 DK4140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4140.The horizontal coordinates are valid at the epoch date displayed above.
 DK4140.The epoch date for horizontal control is a decimal equivalence
 DK4140.of Year/Month/Day.
 DK4140
 DK4140.The orthometric height was determined by GPS observations and a
 DK4140.high-resolution geoid model.
 DK4140
 DK4140.GPS derived orthometric heights for airport stations designated as
 DK4140.PACS or SACS are published to 2 decimal places.  This maintains
 DK4140.centimeter relative accuracy between the PACS and SACS.  It does
 DK4140.not indicate centimeter accuracy relative to other marks which are
 DK4140.part of the NAVD 88 network.
 DK4140
 DK4140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4140
 DK4140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4140
 DK4140.The ellipsoidal height was determined by GPS observations
 DK4140.and is referenced to NAD 83.
 DK4140
 DK4140.The geoid height was determined by GEOID03.
 DK4140
 DK4140;                    North         East     Units Scale Factor Converg.
 DK4140;SPC AZ E     -   110,843.511   195,784.246   MT  0.99990381   -0 05 54.9
 DK4140;SPC AZ E     -   363,659.81    642,336.77   iFT  0.99990381   -0 05 54.9
 DK4140;UTM  12      - 3,540,580.106   561,143.193   MT  0.99964610   +0 20 34.9
 DK4140
 DK4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4140!SPC AZ E     -   0.99982249  x   0.99990381  =   0.99972632
 DK4140!UTM  12      -   0.99982249  x   0.99964610  =   0.99946866
 DK4140
 DK4140                          SUPERSEDED SURVEY CONTROL
 DK4140
 DK4140.No superseded survey control is available for this station.
 DK4140
 DK4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6114340580(NAD 83)
 DK4140_MARKER: DD = SURVEY DISK
 DK4140_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4140_STAMPING: E95 C 2008
 DK4140_MARK LOGO: STANTI
 DK4140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4140+STABILITY: SURFACE MOTION
 DK4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4140+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2008
 DK4140
 DK4140  HISTORY     - Date     Condition        Report By
 DK4140  HISTORY     - 20080313 MONUMENTED       STANTI
 DK4140
 DK4140                          STATION DESCRIPTION
 DK4140
 DK4140'DESCRIBED BY STANTEC CONSULTING INC. 2008
 DK4140'THE STATION IS LOCATED ABOUT 61.3 KM (38.1 MI) SOUTHEAST OF TUCSON,
 DK4140'ABOUT 56.5 KM (35.1 MI) SOUTHWEST OF WILLCOX, AND ABOUT 6.3 KM (3.9
 DK4140'MI) NORTHWEST OF BENSON AT THE BENSON MUNICIPAL AIRPORT.  CONTACT
 DK4140'OWNER/OPERATORS JOHN OR NANCY MARTIN AT (520)586-3262 TO ARRANGE
 DK4140'ACCESS AND OR ESCORT.  OWNERSHIP JOHN AND NANCY MARTIN.
 DK4140' 
 DK4140'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 10 AND
 DK4140'OCOTILLO STREET IN BENSON, GO NORTH ON OCOTILLO STREET FOR 1.6 KM (1.0
 DK4140'MI) TO AVIATION DRIVE.  TURN LEFT AND GO WEST ON AVIATION DRIVE FOR
 DK4140'5.5 KM (3.4 MI) TO THE MAIN AIRPORT GATE WHICH IS LOCATED NORTH OF THE
 DK4140'SOUTHWESTERN AVIATION BUILDING.  PROCEED THROUGH THE GATE AND GO
 DK4140'NORTHWESTERLY ACROSS THE APRON FOR 0.1 KM (0.1 MI) TO TAXIWAY A4.
 DK4140'CONTINUE NORTHERLY ALONG TAXIWAY A4 FOR 0.1 KM (0.1 MI) TO THE MAIN
 DK4140'RUNWAY 10-28.  PROCEED NORTHERLY ACROSS THE RUNWAY TO A DIRT ROAD,
 DK4140'THEN NORTHWESTERLY ALONG THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A
 DK4140'WEATHER STATION THAT IS CURRENTLY UNDER CONSTRUCTION AND A
 DK4140'T-INTERSECTION WITH A DIRT PERIMETER ROAD.  TURN RIGHT AND PROCEED
 DK4140'EASTERLY ON THE PERIMETER ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON
 DK4140'THE RIGHT.  THE STATION IS LOCATED 33.5 M (109.9 FT) SOUTH OF THE
 DK4140'PERIMETER ROAD.
 DK4140' 
 DK4140'THE STATION IS A STANTEC AIRPORT CONTROL DISK, STAMPED --E95 C 2008--
 DK4140'SET IN A ROUND CONCRETE MONUMENT 1.2 M (3.9 FT) DEEP AND 0.3 M (1.0
 DK4140'FT) IN DIAMETER.  IT IS SET FLUSH WITH THE GROUND.  IT IS 155.9 M
 DK4140'(511.5 FT) NORTHWEST OF A FLASHING LIGHT BOX AT THE END OF RUNWAY 28,
 DK4140'102.3 M (335.6 FT) NORTH OF THE NORTH EDGE OF RUNWAY 10-28, AND 37.0 M
 DK4140'(121.4 FT) SOUTH OF A BARBED WIRE FENCE. THIS STATION IS DESIGNATED AS
 DK4140'A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1937 ***********************************************************************
 DV1937  DESIGNATION -  EAGLE
 DV1937  PID         -  DV1937
 DV1937  STATE/COUNTY-  AZ/LA PAZ
 DV1937  USGS QUAD   -  EAGLETAIL MOUNTAINS WEST (1990)
 DV1937
 DV1937                         *CURRENT SURVEY CONTROL
 DV1937  ___________________________________________________________________
 DV1937* NAD 83(1992)-  33 28 35.70476(N)    113 24 07.71341(W)     ADJUSTED  
 DV1937* NAVD 88     -       971.9    (meters)    3189.     (feet)  VERTCON   
 DV1937  ___________________________________________________________________
 DV1937  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1937  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1937  HORZ ORDER  -  SECOND
 DV1937
 DV1937.The horizontal coordinates were established by classical geodetic methods
 DV1937.and adjusted by the National Geodetic Survey in August 1993.
 DV1937
 DV1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1937
 DV1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1937
 DV1937.The geoid height was determined by GEOID03.
 DV1937
 DV1937;                    North         East     Units Scale Factor Converg.
 DV1937;SPC AZ W     -   274,666.935   245,690.416   MT  0.99994622   +0 11 30.8
 DV1937;SPC AZ W     -   901,138.24    806,070.92   iFT  0.99994622   +0 11 30.8
 DV1937;SPC AZ C     -   275,590.997    75,296.347   MT  1.00013493   -0 49 10.2
 DV1937;SPC AZ C     -   904,169.94    247,035.26   iFT  1.00013493   -0 49 10.2
 DV1937;UTM  12      - 3,706,705.058   276,790.227   MT  1.00021429   -1 19 32.0
 DV1937
 DV1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1937!SPC AZ W     -   0.99985235  x   0.99994622  =   0.99979857
 DV1937!SPC AZ C     -   0.99985235  x   1.00013493  =   0.99998726
 DV1937!UTM  12      -   0.99985235  x   1.00021429  =   1.00006660
 DV1937
 DV1937:                Primary Azimuth Mark                     Grid Az
 DV1937:SPC AZ W     -  T2N R11W SECS 21 22 1/4 COR              027 28 24.2
 DV1937:SPC AZ C     -  T2N R11W SECS 21 22 1/4 COR              028 29 05.2
 DV1937:UTM  12      -  T2N R11W SECS 21 22 1/4 COR              028 59 27.0
 DV1937
 DV1937|---------------------------------------------------------------------|
 DV1937| PID    Reference Object                     Distance      Geod. Az  |
 DV1937|                                                           dddmmss.s |
 DV1937| CH2356 T2N R11W SECS 21 22 1/4 COR                        0273955.0 |
 DV1937| DV1932 COURTHOUSE MOUNTAIN                 APPROX. 4.1 KM 1092909.1 |
 DV1937| CH3087 EAGLE RM 2                            5.322 METERS 23236     |
 DV1937| DV1936 EAGLE CAIRN                          17.550 METERS 35116     |
 DV1937| CH3086 EAGLE RM 1                           13.607 METERS 35456     |
 DV1937|---------------------------------------------------------------------|
 DV1937
 DV1937                          SUPERSEDED SURVEY CONTROL
 DV1937
 DV1937  NAD 83(1986)-  33 28 35.69730(N)    113 24 07.72157(W) AD(       ) 2
 DV1937  NAD 27      -  33 28 35.57000(N)    113 24 05.01500(W) AD(       ) 2
 DV1937  NGVD 29 (07/19/86)  971.2    (m)         3186.     (f) VERT ANG    3  
 DV1937
 DV1937.Superseded values are not recommended for survey control.
 DV1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1937.See file dsdata.txt to determine how the superseded data were derived.
 DV1937
 DV1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7679006705(NAD 83)
 DV1937_MARKER: DS = TRIANGULATION STATION DISK
 DV1937_SETTING: 80 = SET IN A BOULDER
 DV1937_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV1937
 DV1937  HISTORY     - Date     Condition        Report By
 DV1937  HISTORY     - 1949     MONUMENTED       CGS
 DV1937  HISTORY     - 1950     GOOD             CGS
 DV1937  HISTORY     - 1972     GOOD             AZHD
 DV1937
 DV1937                          STATION DESCRIPTION
 DV1937
 DV1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1937'THIS STATION WAS OBSERVED ON BUT NOT OCCUPIED.
 DV1937'
 DV1937'STATION IS LOCATED ON THE HIGHEST ELEVATION OF THE EAGLE TAIL
 DV1937'MOUNTAINS EXCEPT FOR EAGLE TAIL PEAK (NEEDLES 1910).  THE STATION
 DV1937'PEAK IS IN THE CENTRAL PART OF THE RANGE AND ABOUT 2 MILES WEST
 DV1937'OF COURTHOUSE ROCK.  THE STATION MARK IS SET IN A BOULDER ON
 DV1937'THE HIGHEST PART ABOUT 30 METERS SOUTH OF A CAIRN.  THE MARK
 DV1937'IS A STANDARD BRONZE DISK STAMPED, EAGLE 1949.
 DV1937'
 DV1937'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER
 DV1937'AND STAMPED, EAGLE NO 1 1949.
 DV1937'
 DV1937'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BOULDER
 DV1937'AND STAMPED, EAGLE NO 2 1949.
 DV1937'
 DV1937'THE AZIMUTH MARK IS A U.S. GENERAL LAND OFFICE SECTION CORNER
 DV1937'PIPE WHICH IS STAMPED, S21-1/4 S22.  IT IS LOCATED ALONG
 DV1937'THE DIM ROAD 0.55 MILE AFTER LEAVING THE PIPE LINE ENROUTE TO
 DV1937'STATION.  A WHITE WITNESS POST WAS SET NEARBY.
 DV1937'
 DV1937'TO REACH THE STATION FROM SALOME, GO SOUTH ON DIRT ROAD TOWARD
 DV1937'HASSAYAMPA FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE
 DV1937'THE RIGHT FORK AND GO SOUTH FOR 1.7 MILE TO FORK.  TAKE THE
 DV1937'RIGHT FORK AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK,
 DV1937'WESTERLY, AND GO 1.3 MILE TO A FORK.  TAKE THE LEFT FORK,
 DV1937'SOUTHWESTERLY, AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 6.8
 DV1937'MILES TO AIRWAY BEACON ON THE LEFT.  CONTINUE ON THE MAIN
 DV1937'BLADED ROAD SOUTHERLY AND WESTERLY FOR 2.4 MILES TO FORK.
 DV1937'CONTINUE ON THE ROAD TO LEFT FOR 2.1 MILES TO PIPELINE.  TURN
 DV1937'LEFT AND FOLLOW PIPE LINE FOR 5.4 MILES TO A WIRE GATE.  PASS
 DV1937'THROUGH THE GATE AND FOLLOW THE GAS LINE WHICH BEARS MORE
 DV1937'SOUTHERLY AND AT 4.25 MILES BEYOND THE GATE, AND AIRWAY
 DV1937'BEACON IS PASSED 0.2 MILE TO THE LEFT.  CONTINUE ALONG THE
 DV1937'GAS LINE ROAD SOUTHERLY FOR 2.7 MILES BEYOND THE BEACON TO
 DV1937'A POINT AT THE BOTTOM OF A SMALL WASH.  ON THE GAS LINE
 DV1937'AHEAD OF THIS POINT, THE GROUND TURNS TO A REDDISH COLOR
 DV1937'AND ON AN EMBANKMENT IS A TAR BLACKENED PIECE OF 4X4.
 DV1937'FROM HERE THE STATION BEARS 208 DEGREES TRUE.  FROM THE BOTTOM
 DV1937'OF THIS SMALL WASH, LEAVE THE GAS LINE AND GO ONTO THE RIDGE
 DV1937'TO THE LEFT SIDE OF THE WASH.  CONTINUE TOWARDS THE STATION
 DV1937'PEAK AND SHORTLY PICK UP TRACKS WHICH CONTINUE A SHORT
 DV1937'DISTANCE AND GO 2.4 MILES TOWARDS THE STATION PEAK AND END OF
 DV1937'TRUCK TRAVEL UNDER THE PEAK AT A POINT 40 FEET NORTH OF A ROCK AS
 DV1937'LARGE AS A HOUSE.  FROM THIS POINT A RIFT APPEARS IN THE
 DV1937'RIDGE OF THE MOUNTAINS IN BEARING 224 DEGREES TRUE (209
 DV1937'DEGREES MAG.).  PACK UP RIDGE TO RIGHT OF POINT OF FIRST
 DV1937'CLIFFS.  THENCE AT THE POINT OF CLIFFS BEAR ABOUT 30 DEGREES
 DV1937'LEFT OF RIFT TO STRIDE BASE OF CLIFFS TO SOUTH OR LEFT OF
 DV1937'RIFT.  FOLLOW THE BASE OF THESE CLIFFS SOUTHERLY TO A TOPPING,
 DV1937'AND THENCE AT NEXT GROUP OF CLIFFS FOLLOW THEIR SOUTH AND
 DV1937'EAST BASE TO NEAR TOPPING AND ROUTE WHICH LEADS UP A RIFT
 DV1937'OR CREVICE (A 30 FOOT LENGTH OF 1/2-INCH ROPE WOULD AID
 DV1937'IN TAKING EQUIPMENT TO TOP OF CREVICE).  AT TOP OF CREVICE
 DV1937'TAKE A ROUTE ALONG THE NORTHWEST AND WEST BASE OF THE CLIFFS
 DV1937'ABOVE WHICH IS THE STATION, TO A POINT UNDER STATION.  GO UP
 DV1937'THE SLOPE BETWEEN THE STATION ON THE POINT TO THE RIGHT AND
 DV1937'THE CAIRN ON THE POINT TO THE LEFT.  THIS CAIRN IS VISIBLE
 DV1937'FROM THE POINT OF TURN OFF FROM THE GAS LINE AND ENROUTE
 DV1937'UNTIL CLOSER UNDER THE STATION MOUNTAIN.
 DV1937'
 DV1937'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV1937
 DV1937                          STATION RECOVERY (1950)
 DV1937
 DV1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1937'ON A CRAG TOPPED PEAK, THE HIGHEST ELEVATION OF THE EAGLE
 DV1937'TAIL MOUNTAINS, OTHER THAN EAGLE TAIL PEAK (NEEDLES 1910),
 DV1937'ABOUT 2 MILES NORTHWARD FROM COURT HOUSE ROCK.  STATION AND
 DV1937'REFERENCE MARKS, STANDARD BRONZE DISKS, ARE SET IN THE OUTCROPPING
 DV1937'BEDROCK, STAMPED EAGLE 1949 AND THE REFERENCE MARKS, NO 1
 DV1937'AND NO 2, RESPECTIVELY.  THE STATION MARK IS SET ON THE
 DV1937'HIGHEST POINT OF THE PEAK.  THE AZIMUTH MARK IS A STANDARD
 DV1937'QUARTER-CORNER DISK OF THE U.S. GENERAL LAND OFFICE, A BRONZE
 DV1937'DISK FASTENED TO A SECTION OF 3/4-INCH GALVANIZED IRON PIPE,
 DV1937'STAMPED S 21-1/4 S22 WITH DATE 1934, LOCATED ABOUT 1
 DV1937'1/2-MILE NNE OF THE STATION.
 DV1937'
 DV1937'TO REACH FROM TONOPAH, GO WEST 8 MILES TO INTERSECTION WITH
 DV1937'SALOME-HASSAYAMPA ROAD WHICH CONTINUE NORTHWARD FOR 8.3 MILES TO
 DV1937'WHERE A EAST-WEST SECTION LINE ROAD LEADS TOWARDS THE WEST.
 DV1937'TURN LEFT, WEST, OFF THE MAIN TRAVELED ROAD AND FOLLOW THE
 DV1937'SECTION LINE ROAD DUE WEST FOR 9.7 MILES, THENCE ANGLE NORTHWEST
 DV1937'AND CONTINUE 0.8 MILE TO RANCH HOUSE AND WELL.  CONTINUE WEST
 DV1937'BY PASSING THE NORTH SIDE OF THE RANCH YARD, GO 0.5 MILE TO
 DV1937'Y FORK AND KEEP STRAIGHT AHEAD, WEST, FOR 0.4 MILE TO A
 DV1937'Y INTERSECTION, TAKE LEFT FORK SOUTH FOR 0.5 MILE AND TURN
 DV1937'RIGHT, WEST, AND CONTINUE WEST AND NORTHWEST 1.1 MILE TO
 DV1937'INTERSECTION, TURN LEFT, SOUTHERLY AND CONTINUE MAIN
 DV1937'TRAVELED ROAD 2.7 MILES TO AIRWAY BEACON.
 DV1937'
 DV1937'FROM BEACON, GO SOUTH 0.2 MILE TO ROAD INTERSECTION WITH
 DV1937'GAS PIPE LINE, AND CONTINUE IT SOUTH FOR 2.7 MILES TO A
 DV1937'WASH CROSSING THE PIPE LINE JUST BEFORE REACHING A LOW
 DV1937'RIDGE OF HILLS THAT EXTEND WESTWARD TOWARDS THE EAGLE TAIL
 DV1937'MOUNTAINS, FROM HERE THE STATION PEAK BEARS 193-DEGREES
 DV1937'MAG..TURN RIGHT INTO THE WASH AND THENCE ONTO ITS SOUTH BANK
 DV1937'FOLLOWING A TRACK ROAD, AT ABOUT 0.6 MILE COMING TO THE
 DV1937'LOCATION OF THE AZIMUTH MARK, A G.L.O. QUARTER-CORNER, THENCE
 DV1937'CONTINUE THIS TRACK FOR 1.8 MILES TOWARDS THE STATION PEAK
 DV1937'AND END OF TRACK TRAVEL BY A LARGE ROACK ABOUT 20 FEET HIGH
 DV1937'AND TO EACK SIDE FROM END OF TRUCK TRAVEL THERE APPEARS A
 DV1937'RIFT IN THE MOUNTAINS AT BEARING 209-DEGREES MAG. PACK UP
 DV1937'THE STEEP MOUNTAIN SLOPE TO THE BASE OF CLIFFS ON SOUTH SIDE
 DV1937'OF THIS RIFT, THENCE AT REACHING THEIR BASE FOLLOW THEN
 DV1937'SOUTH ON THE EAST SIDE OF A CREST.  CONTINUE SOUTH A SHORT
 DV1937'DISTANCE ALONG THE RIDGE AND AT REACHING NEXT GROUP OF
 DV1937'CLIFFS FOLLOW THEIR BASE ON THE EAST SIDE TO A SECOND
 DV1937'TOPPING OUT, THEN BEAR SLIGHT CREVICE, PASS UP IT, AND
 DV1937'AT TOP OF CREVICE TAKE A ROUTE ROUTE ALONG THE NORTHWEST AND
 DV1937'WEST BASE OF THE CLIFFS ABOVE WHICH THE STATION IS
 DV1937'LOCATED.  A 5 1/2-FOOT CAIRN IS NEAR THE STATION,
 DV1937'VISIBLE FROM THE GAS PIPE LINE.
 DV1937'
 DV1937'A POSITION FOR THE STATION WAS DETERMINED IN 1949, BY
 DV1937'INTERSECTION AND NOT OCCUPIED.
 DV1937
 DV1937                          STATION RECOVERY (1972)
 DV1937
 DV1937'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1937'GENERAL LOCATION PARKER TO YUMA
 DV1937'
 DV1937'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1937'
 DV1937'STATION MARK BRASS CAP STD. USC AND GS
 DV1937'
 DV1937'REFERENCE MARKS GOOD
 DV1937'
 DV1937'AZIMUTH MARK AS PER DESCRIPTION COND. GOOD MAY 1972
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1279 ***********************************************************************
 DA1279  DESIGNATION -  EAGLE
 DA1279  PID         -  DA1279
 DA1279  STATE/COUNTY-  AZ/YUMA
 DA1279  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA1279
 DA1279                         *CURRENT SURVEY CONTROL
 DA1279  ___________________________________________________________________
 DA1279* NAD 83(1992)-  32 38 46.21453(N)    113 20 30.19462(W)     ADJUSTED  
 DA1279* NAVD 88     -       549.4    (meters)    1802.     (feet)  VERTCON   
 DA1279  ___________________________________________________________________
 DA1279  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DA1279  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1279  HORZ ORDER  -  THIRD
 DA1279
 DA1279.The horizontal coordinates were established by classical geodetic methods
 DA1279.and adjusted by the National Geodetic Survey in August 1993.
 DA1279
 DA1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1279
 DA1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1279
 DA1279.The geoid height was determined by GEOID03.
 DA1279
 DA1279;                    North         East     Units Scale Factor Converg.
 DA1279;SPC AZ W     -   182,595.038   251,664.159   MT  0.99995142   +0 13 12.9
 DA1279;SPC AZ W     -   599,065.09    825,669.81   iFT  0.99995142   +0 13 12.9
 DA1279;UTM  12      - 3,614,484.701   280,351.477   MT  1.00019495   -1 15 49.5
 DA1279
 DA1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1279!SPC AZ W     -   0.99991879  x   0.99995142  =   0.99987022
 DA1279!UTM  12      -   0.99991879  x   1.00019495  =   1.00011373
 DA1279
 DA1279:                Primary Azimuth Mark                     Grid Az
 DA1279:SPC AZ W     -  PAISANO                                  129 35 57.3
 DA1279:UTM  12      -  PAISANO                                  131 04 59.7
 DA1279
 DA1279|---------------------------------------------------------------------|
 DA1279| PID    Reference Object                     Distance      Geod. Az  |
 DA1279|                                                           dddmmss.s |
 DA1279| DA1296 PAISANO                             APPROX.22.4 KM 1294910.2 |
 DA1279|---------------------------------------------------------------------|
 DA1279
 DA1279                          SUPERSEDED SURVEY CONTROL
 DA1279
 DA1279  NAD 83(1986)-  32 38 46.20144(N)    113 20 30.19996(W) AD(       ) 3
 DA1279  NGVD 29 (06/20/88)  548.8    (m)         1801.     (f) VERT ANG    3  
 DA1279
 DA1279.Superseded values are not recommended for survey control.
 DA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1279.See file dsdata.txt to determine how the superseded data were derived.
 DA1279
 DA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8035114485(NAD 83)
 DA1279_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1279_SETTING: 66 = SET IN ROCK OUTCROP
 DA1279_SP_SET: SET IN ROCK OUTCROP
 DA1279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1279+STABILITY: POSITION/ELEVATION WELL
 DA1279
 DA1279  HISTORY     - Date     Condition        Report By
 DA1279  HISTORY     - 1948     MONUMENTED       USGS
 DA1279  HISTORY     - 1962     GOOD             AMS
 DA1279
 DA1279                          STATION DESCRIPTION
 DA1279
 DA1279'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1279'LOCATED ABOUT 16.0 MI SW. OF SENTINEL, 13.0 MI SE. OF AZTEC.  IN
 DA1279'NORTHERN SECTOR OF GROUP OF HILLS KNOWN AS AGUILA MOUNTAINS, ON
 DA1279'SOUTHEAST POINT OF NW.-SE. RIDGE.
 DA1279'
 DA1279'TO REACH FROM SENTINEL, DRIVE 16.0 MI SW. ON DIRT RD.  ANGLE
 DA1279'RIGHT OFF RD. ALONG EAST SIDE OF RIDGE 1.25 MI TO END OF TRUCK
 DA1279'TRAVEL.  PACK RIGHT (W.) UP DRAIN TO LOW SADDLE.  THEN LEFT (S.)
 DA1279'ALONG RIDGE TO TOP AND STATION.  ABOUT A 45-MINUTE PACK.
 DA1279'
 DA1279'STATION MARK--NGS DISK STAMPED---EAGLE 1920---, CEMENTED IN ROCK
 DA1279'OUTCROP.  (NGS HAS NO RECORD OF THIS STATION)
 DA1279'
 DA1279'RM 1--STANDARD RM TABLET, UNSTAMPED, CEMENTED IN ROCK OUTCROP.
 DA1279
 DA1279                          STATION RECOVERY (1962)
 DA1279
 DA1279'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1279'RECOVERED AS DESCRIBED BY USGS.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0901 ***********************************************************************
 FQ0901  DESIGNATION -  EAGLE
 FQ0901  PID         -  FQ0901
 FQ0901  STATE/COUNTY-  AZ/NAVAJO
 FQ0901  USGS QUAD   -  TOVAR MESA EAST (1991)
 FQ0901
 FQ0901                         *CURRENT SURVEY CONTROL
 FQ0901  ___________________________________________________________________
 FQ0901* NAD 83(2007)-  35 36 55.25188(N)    110 30 11.28530(W)     ADJUSTED  
 FQ0901* NAVD 88     -      1742.8    (meters)    5718.     (feet)  GPS OBS   
 FQ0901  ___________________________________________________________________
 FQ0901  EPOCH DATE  -        2007.00
 FQ0901  X           -  -1,818,671.406 (meters)                     COMP
 FQ0901  Y           -  -4,863,446.432 (meters)                     COMP
 FQ0901  Z           -   3,694,581.094 (meters)                     COMP
 FQ0901  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FQ0901  ELLIP HEIGHT-        1719.977 (meters)          (02/10/07) ADJUSTED
 FQ0901  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FQ0901
 FQ0901  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0901  Type    PID    Designation                      North   East  Ellip
 FQ0901  -------------------------------------------------------------------
 FQ0901  NETWORK FQ0901 EAGLE                             0.96   0.84   3.49
 FQ0901  -------------------------------------------------------------------
 FQ0901
 FQ0901.The horizontal coordinates were established by GPS observations
 FQ0901.and adjusted by the National Geodetic Survey in February 2007.
 FQ0901
 FQ0901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0901.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0901.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0901.The epoch date for horizontal control is a decimal equivalence
 FQ0901.of Year/Month/Day.
 FQ0901
 FQ0901.The orthometric height was determined by GPS observations and a
 FQ0901.high-resolution geoid model.
 FQ0901
 FQ0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0901
 FQ0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0901
 FQ0901.The ellipsoidal height was determined by GPS observations
 FQ0901.and is referenced to NAD 83.
 FQ0901
 FQ0901.The geoid height was determined by GEOID03.
 FQ0901
 FQ0901;                    North         East     Units Scale Factor Converg.
 FQ0901;SPC AZ E     -   511,890.017   182,879.147   MT  0.99991145   -0 11 45.4
 FQ0901;SPC AZ E     - 1,679,429.19    599,997.20   iFT  0.99991145   -0 11 45.4
 FQ0901;UTM  12      - 3,941,399.886   544,997.915   MT  0.99962495   +0 17 21.7
 FQ0901
 FQ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0901!SPC AZ E     -   0.99973011  x   0.99991145  =   0.99964159
 FQ0901!UTM  12      -   0.99973011  x   0.99962495  =   0.99935516
 FQ0901
 FQ0901|---------------------------------------------------------------------|
 FQ0901| PID    Reference Object                     Distance      Geod. Az  |
 FQ0901|                                                           dddmmss.s |
 FQ0901| CR9966 EAGLE RM 1                           21.104 METERS 12735     |
 FQ0901| FQ0891 BARREL                              APPROX.10.9 KM 1342115.8 |
 FQ0901| CR9967 EAGLE RM 2                           19.166 METERS 22609     |
 FQ0901|---------------------------------------------------------------------|
 FQ0901
 FQ0901                          SUPERSEDED SURVEY CONTROL
 FQ0901
 FQ0901  NAD 83(1992)-  35 36 55.25121(N)    110 30 11.28463(W) AD(       ) 1
 FQ0901  ELLIP H (03/15/96) 1720.017  (m)                       GP(       ) 4 1
 FQ0901  NAD 83(1992)-  35 36 55.25174(N)    110 30 11.28251(W) AD(       ) 3
 FQ0901  NAD 83(1986)-  35 36 55.25093(N)    110 30 11.28437(W) AD(       ) 3
 FQ0901  NGVD 29 (02/23/90) 1741.9    (m)         5715.     (f) VERT ANG    3  
 FQ0901
 FQ0901.Superseded values are not recommended for survey control.
 FQ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0901.See file dsdata.txt to determine how the superseded data were derived.
 FQ0901
 FQ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4499841400(NAD 83)
 FQ0901_MARKER: DB = BENCH MARK DISK
 FQ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0901_STAMPING: EAGLE 1965
 FQ0901_MARK LOGO: USGS  
 FQ0901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0901+STABILITY: SURFACE MOTION
 FQ0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0901+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 FQ0901
 FQ0901  HISTORY     - Date     Condition        Report By
 FQ0901  HISTORY     - 1965     MONUMENTED       USGS
 FQ0901  HISTORY     - 19950621 GOOD             NGS
 FQ0901
 FQ0901                          STATION DESCRIPTION
 FQ0901
 FQ0901'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0901'LOCATED ABOUT 11 MI W. OF STAR MOUNTAIN, ABOUT 8 MI SW. OF
 FQ0901'POLACCA, ABOUT 1 MI W. OF WINSLOW HWY.  ON HIGHEST POINT OF DARK
 FQ0901'HILL.
 FQ0901'
 FQ0901'TO REACH FROM SECOND MESA POST OFFICE, GO 0.1 MI E. ALONG HWY.
 FQ0901'264 TO WINSLOW HWY. TURNOFF.  TURN RIGHT 11.3 MI S. TO CATTLEGUARD
 FQ0901'AND T-RD. RIGHT.  TURN RIGHT FOLLOWING FENCE LINE 0.75 MI TO GATE
 FQ0901'AND Y-RD.  TAKE LEFT FORK THROUGH FENCE 0.35 MI TO FENCE CORNER.
 FQ0901'GO THROUGH GATE, TURN LEFT AND GO CROSS-COUNTRY 1.4 MI TO TOP OF
 FQ0901'HILL AND STATION.
 FQ0901'
 FQ0901'STATION MARK--STANDARD TABLET STAMPED---EAGLE 1965---, IN CONCRETE
 FQ0901'POST PROJECTING 0.9 FT.
 FQ0901'
 FQ0901'RM 1--STANDARD BRONZE RM TABLET STAMPED---RM 1 1965---, CEMENTED IN
 FQ0901'LARGE ROCK OUTCROP.
 FQ0901'
 FQ0901'RM 2--STANDARD BRONZE RM TABLET STAMPED---RM 2 1965---, CEMENTED IN
 FQ0901'LARGE ROCK OUTCROP, ABOUT 2 FT LOWER THAN STATION MARK.
 FQ0901
 FQ0901                          STATION RECOVERY (1995)
 FQ0901
 FQ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0901'THE STATION IS LOCATED ON HOPI INDIAN RESERVATION LAND ABOUT 12 MI
 FQ0901'(19.3 KM) SOUTH OF SECOND MESA AND 1 MI (1.6 KM) WEST OF ARIZONA
 FQ0901'HIGHWAY 87 ON THE HIGHEST POINT OF A HILL, REFERRED TO AS SEED HILL ON
 FQ0901'THE 1982 1 TO 100,000 SCALE POLACCA, AZ USGS TOPO MAP.  TO REACH THE
 FQ0901'STATION FROM THE INTERSECTION OF ARIZONA HIGHWAYS 87 AND 264 JUST EAST
 FQ0901'OF SECOND MESA, GO SOUTH ON HIGHWAY 87 FOR 11.1 MI (17.9 KM) TO A
 FQ0901'POINT 0.05 MI (0.08 KM) SOUTH OF MILEPOST 395 (JUST SOUTH OF THE CREST
 FQ0901'OF A LONG RISE) AND A DIRT TWO-TRACK ROAD ON THE RIGHT.  TURN RIGHT,
 FQ0901'SOUTHWEST, ON DIRT ROAD AND PASS THROUGH A GATE IN THE HIGHWAY RIGHT
 FQ0901'OF WAY FENCE.  CONTINUE FOR 0.45 MI (0.72 KM) TO A SMALL CORRAL ON THE
 FQ0901'LEFT.  PROCEED 0.2 MI (0.3 KM) TO A Y INTERSECTION, TAKE THE LEFT FORK
 FQ0901'AND CONTINUE FOR 0.6 MI (1.0 KM) TO ANOTHER Y INTERSECTION.  TAKE THE
 FQ0901'RIGHT FORK AND GO WEST FOR 0.1 MI (0.2 KM) TO A GATE IN A NORTH-SOUTH
 FQ0901'FENCE.  PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO
 FQ0901'A TRACK ROAD ON THE LEFT.  TURN LEFT AND PROCEED 0.25 MI (0.40 KM) TO
 FQ0901'A VERY DIM TRACK ROAD ON THE LEFT. TURN LEFT, SOUTH, AND GO 0.4 MI
 FQ0901'(0.6 KM) TO THE TOP OF THE HILL AND THE STATION.  THE STATION IS A
 FQ0901'USGS BENCHMARK DISK SET IN THE TOP OF A 0.17 M (0.56 FT) SQUARE
 FQ0901'CONCRETE POST PROJECTING 0.3 M (1.0 FT) ABOVE GROUND AND STAMPED
 FQ0901'---EAGLE 1965---.  THERE ARE NO OBSTRUCTIONS TO THE RECEIPT OF
 FQ0901'SATELLITE SIGNALS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2271 ***********************************************************************
 DV2271  DESIGNATION -  EAGLE
 DV2271  PID         -  DV2271
 DV2271  STATE/COUNTY-  AZ/MARICOPA
 DV2271  USGS QUAD   -  AGUILA (1990)
 DV2271
 DV2271                         *CURRENT SURVEY CONTROL
 DV2271  ___________________________________________________________________
 DV2271* NAD 83(1992)-  33 56 33.66418(N)    113 07 47.35477(W)     ADJUSTED  
 DV2271* NAVD 88     -       673.5    (meters)    2210.     (feet)  VERTCON   
 DV2271  ___________________________________________________________________
 DV2271  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV2271  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2271  HORZ ORDER  -  SECOND
 DV2271
 DV2271.The horizontal coordinates were established by classical geodetic methods
 DV2271.and adjusted by the National Geodetic Survey in August 1993.
 DV2271
 DV2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2271
 DV2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2271
 DV2271.The geoid height was determined by GEOID03.
 DV2271
 DV2271;                    North         East     Units Scale Factor Converg.
 DV2271;SPC AZ C     -   326,959.916   101,215.834   MT  1.00005499   -0 40 38.8
 DV2271;SPC AZ C     - 1,072,703.14    332,072.95   iFT  1.00005499   -0 40 38.8
 DV2271;UTM  12      - 3,757,844.250   303,166.465   MT  1.00007763   -1 11 22.5
 DV2271
 DV2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2271!SPC AZ C     -   0.99989898  x   1.00005499  =   0.99995397
 DV2271!UTM  12      -   0.99989898  x   1.00007763  =   0.99997661
 DV2271
 DV2271|---------------------------------------------------------------------|
 DV2271| PID    Reference Object                     Distance      Geod. Az  |
 DV2271|                                                           dddmmss.s |
 DV2271| CS6628 EAGLE RM 1                           10.642 METERS 08914     |
 DV2271| CS6629 EAGLE RM 2                           10.714 METERS 27011     |
 DV2271|---------------------------------------------------------------------|
 DV2271
 DV2271                          SUPERSEDED SURVEY CONTROL
 DV2271
 DV2271  NAD 83(1986)-  33 56 33.66309(N)    113 07 47.35776(W) AD(       ) 2
 DV2271  NGVD 29 (11/27/91)  672.8    (m)         2207.     (f) VERT ANG    3  
 DV2271
 DV2271.Superseded values are not recommended for survey control.
 DV2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2271.See file dsdata.txt to determine how the superseded data were derived.
 DV2271
 DV2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0316657844(NAD 83)
 DV2271_MARKER: DS = TRIANGULATION STATION DISK
 DV2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2271+STABILITY: SURFACE MOTION
 DV2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2271+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2271
 DV2271  HISTORY     - Date     Condition        Report By
 DV2271  HISTORY     - 1985     MONUMENTED       AZDT
 DV2271  HISTORY     - 20070323 GOOD             GEOCAC
 DV2271
 DV2271                          STATION DESCRIPTION
 DV2271
 DV2271'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2271'THE STATION IS LOCATED 2 MILES EAST OF AGUILA ALONG THE SOUTH SIDE OF
 DV2271'U.S. HIGHWAY 60.
 DV2271'
 DV2271'THE STATION MARK IS AN AZDT DISK STAMPED---EAGLE 1985---.  IT IS SET
 DV2271'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 89 FEET SOUTH OF THE
 DV2271'CENTER LINE OF THE HIGHWAY AND 4 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2271'
 DV2271'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EAGLE RM 1 1985---.  IT IS
 DV2271'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2271'IS 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2271'
 DV2271'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EAGLE RM 2 1985---.  IT IS
 DV2271'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2271'IS 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DV2271'
 DV2271'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV2271'U.S. 60 FOR 2.35 MILE TO THE STATION ON THE RIGHT AT MILE POST 86.85.
 DV2271
 DV2271                          STATION RECOVERY (2007)
 DV2271
 DV2271'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2271'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 DV2271'DESCRIBED. REFERENCE MARK 1 WAS FOUND DESTROYED WITH THE TOP FEW
 DV2271'INCHES OF THE CONCRETE MONUMENT BROKEN OFF BY A GRADER, AND THE
 DV2271'REFERENCE MARK 1 DISK AND STEM FOUND AMONG THE BROKEN PIECES OF
 DV2271'CONCRETE. MOST OF THE CONCRETE MONUMENT FOR REFERENCE MARK 1 IS STILL
 DV2271'IN THE GROUND AND APPARENTLY STILL VERTICAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1037 ***********************************************************************
 FS1037  DESIGNATION -  EAGLE CAIRN
 FS1037  PID         -  FS1037
 FS1037  STATE/COUNTY-  AZ/MOHAVE
 FS1037  USGS QUAD   -  STOCKTON HILL (1980)
 FS1037
 FS1037                         *CURRENT SURVEY CONTROL
 FS1037  ___________________________________________________________________
 FS1037* NAD 83(1992)-  35 21 31.70544(N)    114 00 15.84919(W)     ADJUSTED  
 FS1037* NAVD 88     -              **(meters)            **(feet)            
 FS1037  ___________________________________________________________________
 FS1037  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FS1037  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FS1037  HORZ ORDER  -  THIRD
 FS1037
 FS1037.The horizontal coordinates were established by classical geodetic methods
 FS1037.and adjusted by the National Geodetic Survey in August 1993.
 FS1037
 FS1037
 FS1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1037
 FS1037.The geoid height was determined by GEOID03.
 FS1037
 FS1037;                    North         East     Units Scale Factor Converg.
 FS1037;SPC AZ W     -   483,423.497   190,239.406   MT  0.99993992   -0 08 50.0
 FS1037;SPC AZ W     - 1,586,035.10    624,145.03   iFT  0.99993992   -0 08 50.0
 FS1037;UTM  11      - 3,916,954.561   772,195.899   MT  1.00051317   +1 44 04.6
 FS1037;UTM  12      - 3,916,978.834   227,003.779   MT  1.00051855   -1 44 22.9
 FS1037
 FS1037                          SUPERSEDED SURVEY CONTROL
 FS1037
 FS1037  NAD 83(1986)-  35 21 31.69905(N)    114 00 15.84880(W) AD(       ) 4
 FS1037  NAD 27      -  35 21 31.72100(N)    114 00 13.03000(W) AD(       ) 3
 FS1037
 FS1037.Superseded values are not recommended for survey control.
 FS1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1037.See file dsdata.txt to determine how the superseded data were derived.
 FS1037
 FS1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7219616955(NAD 83)
 FS1037_MARKER: 72 = CAIRN
 FS1037
 FS1037  HISTORY     - Date     Condition        Report By
 FS1037  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1037
 FS1037                          STATION DESCRIPTION
 FS1037
 FS1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1037'THE STATION IS ON THE SUMMIT OF A LOW ROUND-TOPPED KNOLL IN
 FS1037'THE HUALPAI VALLEY, 12 MILES, AIRLINE NORTH-NORTHEAST OF KINGMAN,
 FS1037'AND 6 MILES NORTHWEST OF U.S. HIGHWAY 66 AT ITS NEAREST POINT.
 FS1037'
 FS1037'THE STATION IS A ROCK CAIRN APPROXIMATELY 5 FEET HIGH WITH A
 FS1037'SIGNAL POLE IN ITS CENTER.
 FS1037'
 FS1037'THE POLE WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1936 ***********************************************************************
 DV1936  DESIGNATION -  EAGLE CAIRN
 DV1936  PID         -  DV1936
 DV1936  STATE/COUNTY-  AZ/LA PAZ
 DV1936  USGS QUAD   -  EAGLETAIL MOUNTAINS WEST (1990)
 DV1936
 DV1936                         *CURRENT SURVEY CONTROL
 DV1936  ___________________________________________________________________
 DV1936* NAD 83(1992)-  33 28 36.26780(N)    113 24 07.81656(W)     ADJUSTED  
 DV1936* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 DV1936  ___________________________________________________________________
 DV1936  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DV1936  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1936  HORZ ORDER  -  THIRD
 DV1936
 DV1936.The horizontal coordinates were established by classical geodetic methods
 DV1936.and adjusted by the National Geodetic Survey in August 1993.
 DV1936
 DV1936.The orthometric height was scaled from a topographic map.
 DV1936
 DV1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1936
 DV1936.The geoid height was determined by GEOID03.
 DV1936
 DV1936;                    North         East     Units Scale Factor Converg.
 DV1936;SPC AZ W     -   274,684.272   245,687.695   MT  0.99994621   +0 11 30.7
 DV1936;SPC AZ W     -   901,195.12    806,061.99   iFT  0.99994621   +0 11 30.7
 DV1936;SPC AZ C     -   275,608.383    75,293.932   MT  1.00013494   -0 49 10.3
 DV1936;SPC AZ C     -   904,226.98    247,027.34   iFT  1.00013494   -0 49 10.3
 DV1936;UTM  12      - 3,706,722.466   276,787.966   MT  1.00021430   -1 19 32.1
 DV1936
 DV1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1936!SPC AZ W     -   0.99985238  x   0.99994621  =   0.99979860
 DV1936!SPC AZ C     -   0.99985238  x   1.00013494  =   0.99998730
 DV1936!UTM  12      -   0.99985238  x   1.00021430  =   1.00006665
 DV1936
 DV1936                          SUPERSEDED SURVEY CONTROL
 DV1936
 DV1936  NAD 83(1986)-  33 28 36.26034(N)    113 24 07.82471(W) AD(       ) 4
 DV1936  NAD 27      -  33 28 36.13300(N)    113 24 05.11800(W) AD(       ) 3
 DV1936
 DV1936.Superseded values are not recommended for survey control.
 DV1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1936.See file dsdata.txt to determine how the superseded data were derived.
 DV1936
 DV1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7678806722(NAD 83)
 DV1936_MARKER: 72 = CAIRN
 DV1936
 DV1936  HISTORY     - Date     Condition        Report By
 DV1936  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1936
 DV1936                          STATION DESCRIPTION
 DV1936
 DV1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DV1936'STATION IS LOCATED ON THE HIGHEST ELEVATION OF THE EAGLE TAIL
 DV1936'MOUNTAINS EXCEPT FOR EAGLE TAIL PEAK (NEEDLES 1910).  THE STATION
 DV1936'PEAK IS IN THE CENTRAL PART OF THE RANGE AND ABOUT 2 MILES WEST
 DV1936'OF COURTHOUSE ROCK.
 DV1936'
 DV1936'TO REACH THE STATION FROM SALOME, GO SOUTH ON DIRT ROAD TOWARD
 DV1936'HASSAYAMPA FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE
 DV1936'THE RIGHT FORK AND GO SOUTH FOR 1.7 MILE TO FORK.  TAKE THE
 DV1936'RIGHT FORK AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK,
 DV1936'WESTERLY, AND GO 1.3 MILE TO A FORK.  TAKE THE LEFT FORK,
 DV1936'SOUTHWESTERLY, AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 6.8
 DV1936'MILES TO AIRWAY BEACON ON THE LEFT.  CONTINUE ON THE MAIN
 DV1936'BLADED ROAD SOUTHERLY AND WESTERLY FOR 2.4 MILES TO FORK.
 DV1936'CONTINUE ON THE ROAD TO LEFT FOR 2.1 MILES TO PIPELINE.  TURN
 DV1936'LEFT AND FOLLOW PIPE LINE FOR 5.4 MILES TO A WIRE GATE.  PASS
 DV1936'THROUGH THE GATE AND FOLLOW THE GAS LINE WHICH BEARS MORE
 DV1936'SOUTHERLY AND AT 4.25 MILES BEYOND THE GATE, AND AIRWAY
 DV1936'BEACON IS PASSED 0.2 MILE TO THE LEFT.  CONTINUE ALONG THE
 DV1936'GAS LINE ROAD SOUTHERLY FOR 2.7 MILES BEYOND THE BEACON TO
 DV1936'A POINT AT THE BOTTOM OF A SMALL WASH.  ON THE GAS LINE
 DV1936'AHEAD OF THIS POINT, THE GROUND TURNS TO A REDDISH COLOR
 DV1936'AND ON AN EMBANKMENT IS A TAR BLACKENED PIECE OF 4X4.
 DV1936'FROM HERE THE STATION BEARS 208 DEGREES TRUE.  FROM THE BOTTOM
 DV1936'OF THIS SMALL WASH, LEAVE THE GAS LINE AND GO ONTO THE RIDGE
 DV1936'TO THE LEFT SIDE OF THE WASH.  CONTINUE TOWARDS THE STATION
 DV1936'PEAK AND SHORTLY PICK UP TRACKS WHICH CONTINUE A SHORT
 DV1936'DISTANCE AND GO 2.4 MILES TOWARDS THE STATION PEAK AND END OF
 DV1936'TRUCK TRAVEL UNDER THE PEAK AT A POINT 40 FEET NORTH OF A ROCK AS
 DV1936'LARGE AS A HOUSE.  FROM THIS POINT A RIFT APPEARS IN THE
 DV1936'RIDGE OF THE MOUNTAINS IN BEARING 224 DEGREES TRUE (209
 DV1936'DEGREES MAG.).  PACK UP RIDGE TO RIGHT OF POINT OF FIRST
 DV1936'CLIFFS.  THENCE AT THE POINT OF CLIFFS BEAR ABOUT 30 DEGREES
 DV1936'LEFT OF RIFT TO STRIDE BASE OF CLIFFS TO SOUTH OR LEFT OF
 DV1936'RIFT.  FOLLOW THE BASE OF THESE CLIFFS SOUTHERLY TO A TOPPING,
 DV1936'AND THENCE AT NEXT GROUP OF CLIFFS FOLLOW THEIR SOUTH AND
 DV1936'EAST BASE TO NEAR TOPPING AND ROUTE WHICH LEADS UP A RIFT
 DV1936'OR CREVICE (A 30 FOOT LENGTH OF 1/2-INCH ROPE WOULD AID
 DV1936'IN TAKING EQUIPMENT TO TOP OF CREVICE).  AT TOP OF CREVICE
 DV1936'TAKE A ROUTE ALONG THE NORTHWEST AND WEST BASE OF THE CLIFFS
 DV1936'ABOVE WHICH IS THE STATION, TO A POINT UNDER STATION.  GO UP
 DV1936'THE SLOPE BETWEEN THE STATION ON THE POINT TO THE RIGHT AND
 DV1936'THE CAIRN ON THE POINT TO THE LEFT.  THIS CAIRN IS VISIBLE
 DV1936'FROM THE POINT OF TURN OFF FROM THE GAS LINE AND ENROUTE
 DV1936'UNTIL CLOSER UNDER THE STATION MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1882 ***********************************************************************
 DV1882  DESIGNATION -  EAGLE EYE PEAK
 DV1882  PID         -  DV1882
 DV1882  STATE/COUNTY-  AZ/MARICOPA
 DV1882  USGS QUAD   -  AGUILA (1990)
 DV1882
 DV1882                         *CURRENT SURVEY CONTROL
 DV1882  ___________________________________________________________________
 DV1882* NAD 83(1992)-  33 53 26.66091(N)    113 10 06.99648(W)     ADJUSTED  
 DV1882* NAVD 88     -              **(meters)            **(feet)            
 DV1882  ___________________________________________________________________
 DV1882  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DV1882  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV1882  HORZ ORDER  -  THIRD
 DV1882
 DV1882.The horizontal coordinates were established by classical geodetic methods
 DV1882.and adjusted by the National Geodetic Survey in June 1998.
 DV1882
 DV1882
 DV1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1882
 DV1882.The geoid height was determined by GEOID03.
 DV1882
 DV1882;                    North         East     Units Scale Factor Converg.
 DV1882;SPC AZ C     -   321,241.223    97,559.665   MT  1.00006526   -0 41 53.4
 DV1882;SPC AZ C     - 1,053,941.02    320,077.64   iFT  1.00006526   -0 41 53.4
 DV1882;UTM  12      - 3,752,158.294   299,459.260   MT  1.00009580   -1 12 34.7
 DV1882
 DV1882                          SUPERSEDED SURVEY CONTROL
 DV1882
 DV1882  NAD 83(1992)-  33 53 26.66091(N)    113 10 06.99648(W) AD(       ) 4
 DV1882  NAD 83(1986)-  33 53 26.66259(N)    113 10 07.00000(W) AD(       ) 4
 DV1882  NAD 27      -  33 53 26.66000(N)    113 10 04.16700(W) AD(       ) 3
 DV1882
 DV1882.Superseded values are not recommended for survey control.
 DV1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1882.See file dsdata.txt to determine how the superseded data were derived.
 DV1882
 DV1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9945952158(NAD 83)
 DV1882_MARKER: 03 = MOUNTAIN PEAK
 DV1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1882+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 DV1882
 DV1882  HISTORY     - Date     Condition        Report By
 DV1882  HISTORY     - 1924     FIRST OBSERVED   CGS
 DV1882  HISTORY     - 1948     GOOD             CGS
 DV1882  HISTORY     - 20070420 GOOD             GEOCAC
 DV1882
 DV1882                          STATION DESCRIPTION
 DV1882
 DV1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1882'EAGLE EYE PEAK IS A LOW ROUGH-TOPPED BUTTE ON THE NORTHEAST
 DV1882'END OF THE HARQUAHALA MOUNTAINS.  IT IS ABOUT 5 MILES SOUTH
 DV1882'OF AGUILA ON THE EAST SIDE OF STATE HIGHWAY 71.  ON THE NORTHWEST
 DV1882'SIDE, IT IS BEAK-SHAPED AND HAS A HOLE IN THE ROCK.  THE HIGHEST
 DV1882'POINT WAS THE PART OBSERVED ON.
 DV1882'
 DV1882'PROBABLY THE SAME STATION AS EAGLE EYE PEAK, SUMMIT, 1924.
 DV1882
 DV1882                          STATION RECOVERY (2007)
 DV1882
 DV1882'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1882'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1882'THE DESCRIPTION   THE PEAK IS VISIBLE FROM STATE HIGHWAY 60 AND EAGLE
 DV1882'EYE ROAD. AT THE SUMMIT, AT THE ADJUSTED COORDINATES, FOUND A DRILL
 DV1882'HOLE IN THE ROCK COVERED BY A 1 FOOT HIGH ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1929 ***********************************************************************
 DV1929  DESIGNATION -  EAGLE TAIL PEAK
 DV1929  PID         -  DV1929
 DV1929  STATE/COUNTY-  AZ/MARICOPA
 DV1929  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 DV1929
 DV1929                         *CURRENT SURVEY CONTROL
 DV1929  ___________________________________________________________________
 DV1929* NAD 83(1992)-  33 24 12.40825(N)    113 18 16.37473(W)     ADJUSTED  
 DV1929* NAVD 88     -              **(meters)            **(feet)            
 DV1929  ___________________________________________________________________
 DV1929  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DV1929  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1929  HORZ ORDER  -  THIRD
 DV1929
 DV1929.The horizontal coordinates were established by classical geodetic methods
 DV1929.and adjusted by the National Geodetic Survey in August 1993.
 DV1929
 DV1929
 DV1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1929
 DV1929.The geoid height was determined by GEOID03.
 DV1929
 DV1929;                    North         East     Units Scale Factor Converg.
 DV1929;SPC AZ C     -   267,353.477    84,259.392   MT  1.00010542   -0 45 51.0
 DV1929;SPC AZ C     -   877,143.95    276,441.57   iFT  1.00010542   -0 45 51.0
 DV1929;SPC AZ W     -   266,590.121   254,795.781   MT  0.99995449   +0 14 42.9
 DV1929;SPC AZ W     -   874,639.50    835,944.16   iFT  0.99995449   +0 14 42.9
 DV1929;UTM  12      - 3,698,388.192   285,680.865   MT  1.00016633   -1 16 09.2
 DV1929
 DV1929                          SUPERSEDED SURVEY CONTROL
 DV1929
 DV1929  NAD 83(1986)-  33 24 12.40013(N)    113 18 16.38120(W) AD(       ) 4
 DV1929  NAD 27      -  33 24 12.27700(N)    113 18 13.68500(W) AD(       ) 3
 DV1929
 DV1929.Superseded values are not recommended for survey control.
 DV1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1929.See file dsdata.txt to determine how the superseded data were derived.
 DV1929
 DV1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8568198388(NAD 83)
 DV1929_MARKER: 72 = CAIRN
 DV1929
 DV1929  HISTORY     - Date     Condition        Report By
 DV1929  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1929
 DV1929                          STATION DESCRIPTION
 DV1929
 DV1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1929'EAGLE TAIL PEAK IS ABOUT 32 MILES SOUTHEAST OF SALOME AND
 DV1929'IS THE HIGHEST OF SEVERAL NEEDLE PEAKS AND HAS A CAIRN ON
 DV1929'TOP.  IT IS ON THE SOUTHEAST END OF THE EAGLE TAIL MOUNTAINS.
 DV1929'THE CAIRN WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0981 ***********************************************************************
 CG0981  DESIGNATION -  EARP
 CG0981  PID         -  CG0981
 CG0981  STATE/COUNTY-  AZ/COCHISE
 CG0981  USGS QUAD   -  APACHE PEAK (1973)
 CG0981
 CG0981                         *CURRENT SURVEY CONTROL
 CG0981  ___________________________________________________________________
 CG0981* NAD 83(1992)-  31 46 19.41027(N)    110 22 44.61885(W)     ADJUSTED  
 CG0981* NAVD 88     -      1650.0    (meters)    5413.     (feet)  VERTCON   
 CG0981  ___________________________________________________________________
 CG0981  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CG0981  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CG0981  HORZ ORDER  -  SECOND
 CG0981
 CG0981.The horizontal coordinates were established by classical geodetic methods
 CG0981.and adjusted by the National Geodetic Survey in August 1993.
 CG0981
 CG0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0981
 CG0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0981
 CG0981.The geoid height was determined by GEOID03.
 CG0981
 CG0981;                    North         East     Units Scale Factor Converg.
 CG0981;SPC AZ E     -    85,613.922   193,242.711   MT  0.99990499   -0 06 42.6
 CG0981;SPC AZ E     -   280,885.57    633,998.40   iFT  0.99990499   -0 06 42.6
 CG0981;SPC AZ C     -    86,623.452   359,004.790   MT  1.00016154   +0 48 35.1
 CG0981;SPC AZ C     -   284,197.68  1,177,837.24   iFT  1.00016154   +0 48 35.1
 CG0981;UTM  12      - 3,515,338.302   558,796.178   MT  0.99964263   +0 19 37.1
 CG0981
 CG0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0981!SPC AZ E     -   0.99974535  x   0.99990499  =   0.99965036
 CG0981!SPC AZ C     -   0.99974535  x   1.00016154  =   0.99990685
 CG0981!UTM  12      -   0.99974535  x   0.99964263  =   0.99938807
 CG0981
 CG0981|---------------------------------------------------------------------|
 CG0981| PID    Reference Object                     Distance      Geod. Az  |
 CG0981|                                                           dddmmss.s |
 CG0981| CC7323 EARP RM 1                             9.437 METERS 00214     |
 CG0981| CC7322 EARP AZ MK                                         0880159.7 |
 CG0981| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.22.1 KM 0920457.9 |
 CG0981| CC7324 EARP RM 2                             8.886 METERS 27221     |
 CG0981|---------------------------------------------------------------------|
 CG0981
 CG0981                          SUPERSEDED SURVEY CONTROL
 CG0981
 CG0981  NAD 83(1986)-  31 46 19.40270(N)    110 22 44.61416(W) AD(       ) 2
 CG0981  NAD 27      -  31 46 19.08700(N)    110 22 42.33000(W) AD(       ) 2
 CG0981  NGVD 29 (06/28/91) 1649.1    (m)         5410.     (f) VERT ANG    3  
 CG0981
 CG0981.Superseded values are not recommended for survey control.
 CG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0981.See file dsdata.txt to determine how the superseded data were derived.
 CG0981
 CG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5879615338(NAD 83)
 CG0981_MARKER: DS = TRIANGULATION STATION DISK
 CG0981_SETTING: 66 = SET IN ROCK OUTCROP
 CG0981_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0981+STABILITY: POSITION/ELEVATION WELL
 CG0981
 CG0981  HISTORY     - Date     Condition        Report By
 CG0981  HISTORY     - 1946     MONUMENTED       CGS
 CG0981  HISTORY     - 1956     GOOD             USE
 CG0981  HISTORY     - 1986     GOOD             AZDT
 CG0981
 CG0981                          STATION DESCRIPTION
 CG0981
 CG0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0981'THE STATION IS ON TOP OF A PROMINENT RIMROCK RIDGE WHICH BREAKS
 CG0981'OFF TO THE E AND AT THIS POINT IS THE MOST E FOOTHILL OF THE
 CG0981'WHETSTONE MOUNTAINS.  BY APPROXIMATE AIRLINE DISTANCES, IT
 CG0981'IS 15-1/2 MILES N OF FT. HUACHUCA, 13 MILES SW OF ST. DAVID,
 CG0981'12 MILES WNW OF FAIRBANK, 2-3/4 MILES N OF MESCAL CREEK, 3/4
 CG0981'MILE W OF THE CORONADO NATIONAL FOREST BOUNDARY AND INSIDE THE
 CG0981'FOREST, AND 1/2 MILE S OF DRY CANYON.
 CG0981'
 CG0981'TO REACH FROM FAIRBANK, GO W ON STATE HIGHWAY 82 FOR 9.6
 CG0981'MILES TO THE JUNCTION OF STATE HIGHWAYS 82 AND 92.  HERE KEEP
 CG0981'STRAIGHT AHEAD ON HIGHWAY 82 FOR 1.3 MILES TO A NARROW GRAVEL
 CG0981'CROSS ROAD.  HERE TURN RIGHT OFF ROUTE 82 AND GO N ON THE GRADED
 CG0981'ROAD 3.3 MILES TO THE MANISTEE RANCH HOUSE.  HERE BEAR RIGHT,
 CG0981'THEN TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD E AND NE
 CG0981'1.9 MILES TO WOOD GATE AT WINDMILL, TANK, AND CORRALS.  PASS
 CG0981'THROUGH GATE AND TAKE LEFT FORK STRAIGHT AHEAD AT FENCE
 CG0981'CORNER AND FOLLOW THE MAIN TRACK ROAD 1.0 MILE TO WIRE GATE
 CG0981'AT THE FOREST BOUNDARY.  PASS THROUGH AND FOLLOW TRACK ROAD
 CG0981'N 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.8
 CG0981'MILE TO WHERE ROAD TURNS RIGHT DOWN INTO CANYON.  HERE TURN
 CG0981'OR BEAR LEFT OFF THE ROAD AND DRIVE ACROSS COUNTRY UP
 CG0981'SIDE OF HILL FOR 0.1 MILE TO END OF TRUCK TRAVEL.
 CG0981'FROM HERE PACK SW UP THE STEEP SLOPE TO A SADDLE, THENCE
 CG0981'RIGHT TO HIGHEST POINT AND STATION.  A 1/2-HOUR PACK.
 CG0981'
 CG0981'THE STATION MARK IS A BRONZE STATION DISK, STAMPED EARP 1946,
 CG0981'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CG0981'ABOUT 1 FOOT ABOVE THE GROUND.
 CG0981'
 CG0981'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMED EARP NO
 CG0981'1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CG0981'PROJECTS ABOUT 2 FEET ABOVE THE GROUND ON THE E SIDE.  IT
 CG0981'IS LOCATED N OF THE STATION AND ABOUT 2 FEET HIGHER.
 CG0981'
 CG0981'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED EARP
 CG0981'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CG0981'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CG0981'W OF THE STATION AND ABOUT 2 FEET HIGHER.
 CG0981'
 CG0981'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED EARP 1946,
 CG0981'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 CG0981'INCHES ABOVE THE GROUND.  IT IS LOCATED E OF THE STATION,
 CG0981'6 FEET W OF THE CENTER OF THE TRACK ROAD, AND 2-1/2 FEET S OF
 CG0981'A 4- BY 4-INCH WHITE WITNESS POST.
 CG0981
 CG0981                          STATION RECOVERY (1956)
 CG0981
 CG0981'RECOVERY NOTE BY US ENGINEERS 1956
 CG0981'STATION RECOVERED AS DESCRIBED.
 CG0981
 CG0981                          STATION RECOVERY (1986)
 CG0981
 CG0981'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0981'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0981'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0981'
 CG0981'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG0981'10 FOR 3 MILES TO THE STATE ROUTE 90 INTERCHANGE.  TRAVEL SOUTH ALONG
 CG0981'S.R. 90 FOR 12.6 MILES TO A SIDE ROAD ON THE RIGHT AT MILE POST 302.4.
 CG0981'TURN RIGHT PASSING THROUGH THE GATE ALONG DRY CANYON TRAIL FOR 1.0
 CG0981'MILE TO A CATTLE GUARD AT THE FOREST BOUNDARY, CONTINUE WEST FOR 0.55
 CG0981'MILE TO A FORK.  TAKE THE LEFT FORK AND CROSS A DEEP WASH TO A FORK.
 CG0981'TAKE THE RIGHT FORK 0.15 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH
 CG0981'TO THE HIGHEST POINT ON THE RIDGE AND STATION.  AFTER CROSSING THE
 CG0981'DEEP WASH THE AZIMUTH MARK IS 0.4 MILE ALONG THE LEFT FORK ON THE
 CG0981'RIGHT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0595 ***********************************************************************
 FQ0595  DESIGNATION -  EAST
 FQ0595  PID         -  FQ0595
 FQ0595  STATE/COUNTY-  AZ/COCONINO
 FQ0595  USGS QUAD   -  METEOR CRATER (1983)
 FQ0595
 FQ0595                         *CURRENT SURVEY CONTROL
 FQ0595  ___________________________________________________________________
 FQ0595* NAD 83(1992)-  35 01 28.90141(N)    111 00 59.66859(W)     ADJUSTED  
 FQ0595* NAVD 88     -      1739.9    (meters)    5708.     (feet)  VERTCON   
 FQ0595  ___________________________________________________________________
 FQ0595  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FQ0595  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 FQ0595  HORZ ORDER  -  SECOND
 FQ0595
 FQ0595.The horizontal coordinates were established by classical geodetic methods
 FQ0595.and adjusted by the National Geodetic Survey in August 1993.
 FQ0595
 FQ0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0595
 FQ0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0595
 FQ0595.The geoid height was determined by GEOID03.
 FQ0595
 FQ0595;                    North         East     Units Scale Factor Converg.
 FQ0595;SPC AZ C     -   446,683.902   295,496.011   MT  0.99998312   +0 30 59.8
 FQ0595;SPC AZ C     - 1,465,498.37    969,475.10   iFT  0.99998312   +0 30 59.8
 FQ0595;UTM  12      - 3,875,781.759   498,487.994   MT  0.99960003   -0 00 34.2
 FQ0595
 FQ0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0595!SPC AZ C     -   0.99973075  x   0.99998312  =   0.99971388
 FQ0595!UTM  12      -   0.99973075  x   0.99960003  =   0.99933089
 FQ0595
 FQ0595|---------------------------------------------------------------------|
 FQ0595| PID    Reference Object                     Distance      Geod. Az  |
 FQ0595|                                                           dddmmss.s |
 FQ0595| CH3088 EAST RM 1                             9.745 METERS 04301     |
 FQ0595| CH3089 EAST RM 2                             8.027 METERS 12621     |
 FQ0595| FQ0599 LOCKE RM 2                          APPROX. 8.8 KM 3564419.4 |
 FQ0595|---------------------------------------------------------------------|
 FQ0595
 FQ0595                          SUPERSEDED SURVEY CONTROL
 FQ0595
 FQ0595  NAD 83(1986)-  35 01 28.89483(N)    111 00 59.67169(W) AD(       ) 2
 FQ0595  NAD 27      -  35 01 28.83930(N)    111 00 57.16430(W) AD(       ) 2
 FQ0595  NGVD 29 (07/19/86) 1739.0    (m)         5705.     (f) VERT ANG    3  
 FQ0595
 FQ0595.Superseded values are not recommended for survey control.
 FQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0595.See file dsdata.txt to determine how the superseded data were derived.
 FQ0595
 FQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9848875782(NAD 83)
 FQ0595_MARKER: DS = TRIANGULATION STATION DISK
 FQ0595_SETTING: 80 = SET IN A BOULDER
 FQ0595_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0595
 FQ0595  HISTORY     - Date     Condition        Report By
 FQ0595  HISTORY     - 1958     MONUMENTED       CGS
 FQ0595
 FQ0595                          STATION DESCRIPTION
 FQ0595
 FQ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0595'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE EAST RIM
 FQ0595'OF METEOR CRATER, ABOUT 16 MILES WEST OF WINSLOW AND 4-1/2
 FQ0595'MILES SOUTH OF U.S. HIGHWAY 66.
 FQ0595'
 FQ0595'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO
 FQ0595'WEST ON U.S. HIGHWAY 66 FOR 9.3 MILES TO HOPI HOUSE CAFE ON
 FQ0595'THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 9.7 MILES TO A
 FQ0595'T-ROAD LEFT AND RIMMY JIMS STORE ON THE RIGHT, TURN LEFT, SOUTH,
 FQ0595'GO 5.4 MILES ON A PAVED ROAD TO A REVERSE Y-FORK (THIS IS
 FQ0595'0.2 MILE NORTH OF METEOR CRATER BUILDINGS) TURN SHARP LEFT,
 FQ0595'GO 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO AROUND THE
 FQ0595'CRATER FOR 1.1 MILES, HERE TURN RIGHT AND GO WEST FOR 0.1 MILE
 FQ0595'TO THE HIGHEST PART OF THE CRATER RIM AND THE STATION.  (A
 FQ0595'4-WHEEL DRIVE VEHICLE IS NEEDED FOR THE LAST 0.1 MILE).
 FQ0595'
 FQ0595'THE STATION MARK, STAMPED EAST 1958, IS A STANDARD DISK
 FQ0595'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 FQ0595'AND IS 17 FEET WEST OF A WITNESS POST.
 FQ0595'
 FQ0595'REFERENCE MARK NO. 1, STAMPED EAST NO 1 1958, IS A STANDARD
 FQ0595'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FQ0595'2 INCHES.  IT IS 37 FEET NORTH OF A WITNESS POST AND ABOUT
 FQ0595'4 FEET LOWER THAN THE STATION.
 FQ0595'
 FQ0595'REFERENCE MARK NO. 2, STAMPED EAST NO 2 1958, IS A STANDARD
 FQ0595'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.
 FQ0595'IT IS 11 FEET EAST OF A WITNESS POST AND ABOUT 2 FEET LOWER
 FQ0595'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0960 ***********************************************************************
 ES0960  DESIGNATION -  EAST
 ES0960  PID         -  ES0960
 ES0960  STATE/COUNTY-  AZ/COCONINO
 ES0960  USGS QUAD   -  ROCK STATION (1986)
 ES0960
 ES0960                         *CURRENT SURVEY CONTROL
 ES0960  ___________________________________________________________________
 ES0960* NAD 83(1992)-  34 56 35.57615(N)    110 48 42.93378(W)     ADJUSTED  
 ES0960* NAVD 88     -      1625.7    (meters)    5334.     (feet)  VERTCON   
 ES0960  ___________________________________________________________________
 ES0960  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 ES0960  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0960  HORZ ORDER  -  THIRD
 ES0960
 ES0960.The horizontal coordinates were established by classical geodetic methods
 ES0960.and adjusted by the National Geodetic Survey in August 1993.
 ES0960
 ES0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0960
 ES0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0960
 ES0960.The geoid height was determined by GEOID03.
 ES0960
 ES0960;                    North         East     Units Scale Factor Converg.
 ES0960;SPC AZ C     -   437,832.439   314,271.447   MT  1.00002547   +0 37 58.1
 ES0960;SPC AZ C     - 1,436,458.13  1,031,074.30   iFT  1.00002547   +0 37 58.1
 ES0960;SPC AZ E     -   437,465.279   154,420.250   MT  0.99994280   -0 22 10.5
 ES0960;SPC AZ E     - 1,435,253.54    506,628.12   iFT  0.99994280   -0 22 10.5
 ES0960;UTM  12      - 3,866,762.064   517,173.917   MT  0.99960363   +0 06 27.8
 ES0960
 ES0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0960!SPC AZ C     -   0.99974867  x   1.00002547  =   0.99977413
 ES0960!SPC AZ E     -   0.99974867  x   0.99994280  =   0.99969148
 ES0960!UTM  12      -   0.99974867  x   0.99960363  =   0.99935240
 ES0960
 ES0960|---------------------------------------------------------------------|
 ES0960| PID    Reference Object                     Distance      Geod. Az  |
 ES0960|                                                           dddmmss.s |
 ES0960| DZ1626 EAST RM 2                             3.124 METERS 01038     |
 ES0960| ES1121 SUNSET                              APPROX.14.4 KM 2522320.7 |
 ES0960| DZ1625 EAST RM 1                             5.100 METERS 27723     |
 ES0960|---------------------------------------------------------------------|
 ES0960
 ES0960                          SUPERSEDED SURVEY CONTROL
 ES0960
 ES0960  NAD 83(1986)-  34 56 35.56972(N)    110 48 42.93743(W) AD(       ) 3
 ES0960  NGVD 29 (02/22/88) 1624.9    (m)         5331.     (f) VERT ANG    3  
 ES0960
 ES0960.Superseded values are not recommended for survey control.
 ES0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0960.See file dsdata.txt to determine how the superseded data were derived.
 ES0960
 ES0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1717466762(NAD 83)
 ES0960_MARKER: DS = TRIANGULATION STATION DISK
 ES0960_SETTING: 80 = SET IN A BOULDER
 ES0960_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0960+STABILITY: SURFACE MOTION
 ES0960
 ES0960  HISTORY     - Date     Condition        Report By
 ES0960  HISTORY     - 1954     MONUMENTED       USGS
 ES0960
 ES0960                          STATION DESCRIPTION
 ES0960
 ES0960'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 ES0960'LOCATED ABOUT 9 MI SW. OF WINSLOW, 1 MI W. OF STATE HWY. 65.  ON
 ES0960'WEST END OF LOW MESA.
 ES0960'
 ES0960'TO REACH FROM INTERSECTION OF SECOND STREET AND STATE HWY. 65 IN
 ES0960'WINSLOW, DRIVE 9.1 MI SW. ON STATE HWY. 65 TO TRACK RD. AND GATE
 ES0960'ON RIGHT.  TURN RIGHT PASSING THROUGH GATE 1 MI ON WEST END OF
 ES0960'MESA, ABOUT 1,000 FT. N. OF RD.
 ES0960'
 ES0960'STATION MARK--STANDARD TABLET STAMPED---EAST 1954---, CEMENTED IN
 ES0960'DRILL HOLE IN ROCK ABOUT 0.1 FT ABOVE GROUND.
 ES0960'
 ES0960'RM 1--STANDARD RM TABLET STAMPED---NO 1 1954---, CEMENTED IN DRILL
 ES0960'HOLE IN ROCK.
 ES0960'
 ES0960'RM 2--STANDARD RM TABLET STAMPED---NO 2 1954---, CEMENTED IN DRILL
 ES0960'HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0961 ***********************************************************************
 ET0961  DESIGNATION -  EAST ANTELOPE 2
 ET0961  PID         -  ET0961
 ET0961  STATE/COUNTY-  AZ/YAVAPAI
 ET0961  USGS QUAD   -  YARNELL (1969)
 ET0961
 ET0961                         *CURRENT SURVEY CONTROL
 ET0961  ___________________________________________________________________
 ET0961* NAD 83(1992)-  34 13 15.21746(N)    112 40 28.00681(W)     ADJUSTED  
 ET0961* NAVD 88     -      1951.6    (meters)    6403.     (feet)  VERTCON   
 ET0961  ___________________________________________________________________
 ET0961  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 ET0961  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 ET0961  HORZ ORDER  -  SECOND
 ET0961
 ET0961.The horizontal coordinates were established by classical geodetic methods
 ET0961.and adjusted by the National Geodetic Survey in June 1998.
 ET0961
 ET0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0961
 ET0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0961
 ET0961.The geoid height was determined by GEOID03.
 ET0961
 ET0961;                    North         East     Units Scale Factor Converg.
 ET0961;SPC AZ C     -   357,413.567   143,540.647   MT  0.99996007   -0 25 34.3
 ET0961;SPC AZ C     - 1,172,616.69    470,933.88   iFT  0.99996007   -0 25 34.3
 ET0961;UTM  12      - 3,787,916.383   345,761.783   MT  0.99989325   -0 56 30.7
 ET0961
 ET0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0961!SPC AZ C     -   0.99969813  x   0.99996007  =   0.99965821
 ET0961!UTM  12      -   0.99969813  x   0.99989325  =   0.99959141
 ET0961
 ET0961:                Primary Azimuth Mark                     Grid Az
 ET0961:SPC AZ C     -  UNION                                    049 26 42.4
 ET0961:UTM  12      -  UNION                                    049 57 38.8
 ET0961
 ET0961|---------------------------------------------------------------------|
 ET0961| PID    Reference Object                     Distance      Geod. Az  |
 ET0961|                                                           dddmmss.s |
 ET0961| ET0939 UNION                               APPROX.32.9 KM 0490108.1 |
 ET0961| CH3085 EAST ANTELOPE 2 RM 2                  7.223 METERS 15104     |
 ET0961| ET0960 6391                                  6.359 METERS 15945     |
 ET0961| CH3084 EAST ANTELOPE 2 RM 1                  5.933 METERS 25122     |
 ET0961|---------------------------------------------------------------------|
 ET0961
 ET0961                          SUPERSEDED SURVEY CONTROL
 ET0961
 ET0961  NAD 83(1992)-  34 13 15.21746(N)    112 40 28.00681(W) AD(       ) 2
 ET0961  NAD 83(1986)-  34 13 15.21732(N)    112 40 28.00840(W) AD(       ) 2
 ET0961  NAD 27      -  34 13 15.12414(N)    112 40 25.36974(W) AD(       ) 2
 ET0961  NGVD 29 (07/19/86) 1950.8    (m)         6400.     (f) VERT ANG    3  
 ET0961
 ET0961.Superseded values are not recommended for survey control.
 ET0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0961.See file dsdata.txt to determine how the superseded data were derived.
 ET0961
 ET0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4576287916(NAD 83)
 ET0961_MARKER: DD = SURVEY DISK
 ET0961_SETTING: 80 = SET IN A BOULDER
 ET0961_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0961
 ET0961  HISTORY     - Date     Condition        Report By
 ET0961  HISTORY     - 1969     MONUMENTED       USGS
 ET0961
 ET0961                          STATION DESCRIPTION
 ET0961
 ET0961'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET0961'LOCATED ABOUT 10.5 MI. (AIRLINE) S. OF KIRKLAND JUNCTION.  ABOUT
 ET0961'4 MI. E. OF YARNELL.  ON THE HIGHEST PEAK IN THE AREA.
 ET0961'
 ET0961'REACHED BY HELICOPTER.
 ET0961'
 ET0961'TO REACH FROM CONGRESS JUNCTION GO E. ON HIGHWAY 71 FOR 1.5 MI. TO
 ET0961'RD. RIGHT LEADING TO STANTON AND OCTAVE.  TURN RIGHT AND FOLLOW RD.
 ET0961'6.0 MI. TO STANTON.  CONTINUE ON MAIN RD. (N.) 2.0 MI. TO GEORGE
 ET0961'MEDD RANCH AT SHARP BEND LEFT.  PASS THROUGH RANCH YARD GATE AND
 ET0961'CORRALS AND FOLLOW JEEP RD. FOR 4.0 MI. N. AND E. TO SADDLE IN
 ET0961'N.-S. RIDGE.  LEAVE TRUCK AND PACK N. ALONG RIDGE FOR ABOUT 1.0
 ET0961'MI.  TO HIGHEST POINT AND STATION.  ABOUT A 1 HOUR PACK.
 ET0961'
 ET0961'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED EAST ANTELOPE
 ET0961'2 1969 CEMENTED IN DRILL HOLE IN BOULDER.
 ET0961'
 ET0961'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED NO 1
 ET0961'1969 CEMENTED IN DRILL HOLE ON A SLOPING BOULDER, 3.7 FT. BELOW
 ET0961'STATION MARK.
 ET0961'
 ET0961'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED NO 2
 ET0961'1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 0.7 FT. ABOVE STATION
 ET0961'MARK.
 ET0961'
 ET0961'V.A.B.M. 6391.  EAST ANTELOPE (USGS) IS A BRONZE TABLET COMENTED IN
 ET0961'A SOLID MALPAIS ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0999 ***********************************************************************
 ES0999  DESIGNATION -  EAST CEDAR
 ES0999  PID         -  ES0999
 ES0999  STATE/COUNTY-  AZ/YAVAPAI
 ES0999  USGS QUAD   -  ROVER PEAK (1967)
 ES0999
 ES0999                         *CURRENT SURVEY CONTROL
 ES0999  ___________________________________________________________________
 ES0999* NAD 83(1992)-  34 06 01.87028(N)    111 47 13.24799(W)     ADJUSTED  
 ES0999* NAVD 88     -      1660.3    (meters)    5447.     (feet)  VERTCON   
 ES0999  ___________________________________________________________________
 ES0999  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 ES0999  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 ES0999  HORZ ORDER  -  FIRST
 ES0999
 ES0999.The horizontal coordinates were established by classical geodetic methods
 ES0999.and adjusted by the National Geodetic Survey in August 1993.
 ES0999
 ES0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0999
 ES0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0999
 ES0999.The geoid height was determined by GEOID03.
 ES0999
 ES0999;                    North         East     Units Scale Factor Converg.
 ES0999;SPC AZ C     -   343,810.280   225,322.676   MT  0.99990176   +0 04 21.7
 ES0999;SPC AZ C     - 1,127,986.48    739,247.62   iFT  0.99990176   +0 04 21.7
 ES0999;UTM  12      - 3,773,581.009   427,405.891   MT  0.99966496   -0 26 28.5
 ES0999
 ES0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0999!SPC AZ C     -   0.99974372  x   0.99990176  =   0.99964550
 ES0999!UTM  12      -   0.99974372  x   0.99966496  =   0.99940876
 ES0999
 ES0999:                Primary Azimuth Mark                     Grid Az
 ES0999:SPC AZ C     -  EAST CEDAR AZ MK                         004 13 04.1
 ES0999:UTM  12      -  EAST CEDAR AZ MK                         004 43 54.3
 ES0999
 ES0999|---------------------------------------------------------------------|
 ES0999| PID    Reference Object                     Distance      Geod. Az  |
 ES0999|                                                           dddmmss.s |
 ES0999| CH3090 EAST CEDAR AZ MK                                   0041725.8 |
 ES0999| CH3091 EAST CEDAR RM 1                       6.313 METERS 07725     |
 ES0999| DU2220 HUMBOLDT LOOKOUT HOUSE              APPROX.13.3 KM 1842134.5 |
 ES0999| CH3092 EAST CEDAR RM 2                       2.622 METERS 21541     |
 ES0999|---------------------------------------------------------------------|
 ES0999
 ES0999                          SUPERSEDED SURVEY CONTROL
 ES0999
 ES0999  NAD 83(1986)-  34 06 01.86591(N)    111 47 13.25059(W) AD(       ) 1
 ES0999  NAD 27      -  34 06 01.73500(N)    111 47 10.71500(W) AD(       ) 1
 ES0999  NGVD 29 (07/19/86) 1659.6    (m)         5445.     (f) VERT ANG    3  
 ES0999
 ES0999.Superseded values are not recommended for survey control.
 ES0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0999.See file dsdata.txt to determine how the superseded data were derived.
 ES0999
 ES0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2740673581(NAD 83)
 ES0999_MARKER: DS = TRIANGULATION STATION DISK
 ES0999_SETTING: 80 = SET IN A BOULDER
 ES0999_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0999+STABILITY: SURFACE MOTION
 ES0999
 ES0999  HISTORY     - Date     Condition        Report By
 ES0999  HISTORY     - 1946     MONUMENTED       CGS
 ES0999  HISTORY     - 1966     GOOD             USGS
 ES0999
 ES0999                          STATION DESCRIPTION
 ES0999
 ES0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0999'THE STATION IS ON THE HIGHEST POINT OF THE NORTHWESTERNMOST
 ES0999'OF THREE PEAKS WHICH FORM THE SUMMIT OF EAST CEDAR MOUNTAIN.
 ES0999'THE CENTER PEAK IS HIGHER.  BY APPROXIMATE AIRLINE DISTANCES
 ES0999'THE STATION IS 21 MILES NORTH-NORTHEAST OF CAVE CREEK, 2-1/2 MILES
 ES0999'SOUTH OF THE DUGAN RANCH, 4 MILES WEST OF THE VERDE RIVER, 5-1/2
 ES0999'MILES SOUTHWEST OF THE GILA AND YAVAPAI COUNTY LINE AT THE VERDE
 ES0999'RIVER.
 ES0999'
 ES0999'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK--GO
 ES0999'EASTERLY ON THE HORSESHOE AND BARTLETT DAM ROAD FOR 8.2 MILES
 ES0999'TO A FORK JUST AFTER CROSSING A CATTLE GUARD.  HERE TAKE THE
 ES0999'LEFT FORK AS PER SIGN BLOODY BASIN 30 AND FOLLOW THE MAIN
 ES0999'TRAVELLED ROAD FOR 30.6 MILES TO A ROAD JUNCTION AT SEVERAL
 ES0999'SIGNS.  HERE TURN RIGHT AS PER THE SIGN DUGAN RANCH AND GO 1.2
 ES0999'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.65 MILES TO
 ES0999'ANOTHER FORK.  (AZIMUTH MARK IS 24 YARDS NORTH-NORTHEAST OF
 ES0999'THE ROAD 0.15 MILE BEFORE REACHING THIS FORK.) KEEP LEFT AS
 ES0999'PER SIGN 6-1/2 VERDE RIVER (RIGHT FORK GOES TO DUGAN RANCH)
 ES0999'AND GO 2.55 MILES ON THE MAIN TRAVELED ROAD TO END OF TRUCK
 ES0999'TRAVEL AT TOP OF HILL WHERE THE ROAD STARTS DOWN GRADE.  FROM
 ES0999'HERE THE STATION IS VISIBLE ON TOP OF THE HIGH RIDGE TO THE
 ES0999'SOUTHWEST, AND FROM THIS POINT THE STATION PEAK APPEARS TO BE
 ES0999'THE HIGHEST.  PACK TO THE TOP OF THE FIRST HILL, ABOUT 1/4
 ES0999'MILE WEST-SOUTHWEST, THENCE ALONG THE TOP OF THE RIDGE TO THE
 ES0999'BASE OF THE MOUNTAIN.  BEAR RIGHT SLIGHTLY, THENCE UP A
 ES0999'NARROW ROCKY WASH TO THE TOP OF THE RIM.  TURN LEFT TO THE TOP
 ES0999'OF THE FIRST HIGH PEAK AND THE STATION.  A 2-1/2 HOUR PACK
 ES0999'AND PART OF THE WAY EXTREMELY STEEP.
 ES0999'
 ES0999'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 ES0999'STAMPED EAST CEDAR 1946, IS SET IN A DRILL HOLE IN A BOULDER
 ES0999'WHICH PROJECTS ABOUT 3 FEET ABOVE THE SURROUNDING SURFACE, AND
 ES0999'IS THE HIGHEST POINT OF THE PEAK.  THIS MARK WAS FOUND ALREADY
 ES0999'SET, BUT WITH NO STAMPING ON IT AND NO INFORMATION AVAILABLE
 ES0999'AS TO ITS ORIGIN.
 ES0999'
 ES0999'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED
 ES0999'EAST CEDAR NO 1 1946, IS SET IN A DRILL HOLE IN BEDROCK FLUSH
 ES0999'WITH THE SURROUNDING SURFACE, AND LOCATED EAST-NORTHEAST OF THE
 ES0999'STATION AND ABOUT 7 FEET LOWER.
 ES0999'
 ES0999'REFERENCE MARK 2, WHICH IS A U.S. DEPARTMENT OF AGRICULTURE
 ES0999'FOREST SERVICE DISC STAMPED FIRE CONTROL VISIBLE AREA MAP POINT
 ES0999'E CEDAR MT. 5 18 38, IS SET IN A DRILL HOLE IN OUTCROPPING
 ES0999'BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE SURROUNDING SURFACE,
 ES0999'AND IS LOCATED SOUTH-SOUTHWEST OF THE STATION AND ABOUT 3 FEET
 ES0999'LOWER.
 ES0999'
 ES0999'THE AZIMUTH MARK, WHICH IS A STANDARD BENCH MARK DISC STAMPED
 ES0999'S 155 1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 ES0999'ABOUT 9 INCHES ABOVE THE GROUND, AND IS LOCATED 24 YARDS
 ES0999'NORTH-NORTHEAST OF THE ROAD, 3 FEET EAST-SOUTHEAST OF A 4 X 4
 ES0999'INCH WHITE WITNESS POST, AND NORTH OF THE STATION.
 ES0999
 ES0999                          STATION RECOVERY (1966)
 ES0999
 ES0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0999'RECOVERED AS DESCRIBED.
 ES0999'
 ES0999'NOTE--HORIZONTAL DISTANCE TO RM 2 IS 8.83 FT. INSTEAD OF 8.600
 ES0999'AS RECORDED BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1157 ***********************************************************************
 ES1157  DESIGNATION -  EAST CHEVALON
 ES1157  PID         -  ES1157
 ES1157  STATE/COUNTY-  AZ/COCONINO
 ES1157  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES1157
 ES1157                         *CURRENT SURVEY CONTROL
 ES1157  ___________________________________________________________________
 ES1157* NAD 83(1992)-  34 41 05.90282(N)    110 50 28.29119(W)     NO CHECK  
 ES1157* NAVD 88     -      2095.7    (meters)    6876.     (feet)  VERTCON   
 ES1157  ___________________________________________________________________
 ES1157  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 ES1157  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES1157  HORZ ORDER  -  THIRD
 ES1157
 ES1157.The horizontal coordinates were established by classical geodetic methods
 ES1157.and adjusted by the National Geodetic Survey in August 1993.
 ES1157.No horizontal observational check was made to the station.
 ES1157
 ES1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1157
 ES1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1157
 ES1157.The geoid height was determined by GEOID03.
 ES1157
 ES1157;                    North         East     Units Scale Factor Converg.
 ES1157;SPC AZ C     -   409,155.692   311,905.103   MT  1.00001966   +0 36 43.4
 ES1157;SPC AZ C     - 1,342,374.32  1,023,310.71   iFT  1.00001966   +0 36 43.4
 ES1157;UTM  12      - 3,838,120.148   514,546.820   MT  0.99960261   +0 05 25.3
 ES1157
 ES1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1157!SPC AZ C     -   0.99967490  x   1.00001966  =   0.99969455
 ES1157!UTM  12      -   0.99967490  x   0.99960261  =   0.99927764
 ES1157
 ES1157:                Primary Azimuth Mark                     Grid Az
 ES1157:SPC AZ C     -  RED KNOLL                                126 11 56.1
 ES1157:UTM  12      -  RED KNOLL                                126 43 14.2
 ES1157
 ES1157|---------------------------------------------------------------------|
 ES1157| PID    Reference Object                     Distance      Geod. Az  |
 ES1157|                                                           dddmmss.s |
 ES1157| ES1107 RED KNOLL                           APPROX.29.1 KM 1264839.5 |
 ES1157| CS4080 EAST CHEVALON RM 2                   15.416 METERS 35109     |
 ES1157|---------------------------------------------------------------------|
 ES1157
 ES1157                          SUPERSEDED SURVEY CONTROL
 ES1157
 ES1157  NAD 83(1986)-  34 41 05.89658(N)    110 50 28.29708(W) AD(       ) 3
 ES1157  NGVD 29 (04/27/90) 2094.8    (m)         6873.     (f) VERT ANG    3  
 ES1157
 ES1157.Superseded values are not recommended for survey control.
 ES1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1157.See file dsdata.txt to determine how the superseded data were derived.
 ES1157
 ES1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1454738120(NAD 83)
 ES1157_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1157_SETTING: 80 = SET IN A BOULDER
 ES1157_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1157+STABILITY: SURFACE MOTION
 ES1157
 ES1157  HISTORY     - Date     Condition        Report By
 ES1157  HISTORY     - 1932     MONUMENTED       USGS
 ES1157  HISTORY     - 1960     GOOD             USGS
 ES1157
 ES1157                          STATION DESCRIPTION
 ES1157
 ES1157'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1157'RECOVERED IN GOOD CONDITION EXCEPT RM 1 NOT FOUND.
 ES1157'
 ES1157'LOCATED ABOUT 23 MI SSW. OF WINSLOW, ABOUT 23 MI NNW. OF HEBER.
 ES1157'ON SMALL, ROCKY TOP WHICH FORMS SOUTHEAST POINT OF CHEVELON
 ES1157'BUTTE.
 ES1157'
 ES1157'TO REACH FROM WINSLOW, DRIVE 29 MI S. ON CHEVELON RD. TO
 ES1157'SITGREAVES NATIONAL FOREST BOUNDARY.  TURN W. ON SOUTH SIDE OF
 ES1157'BOUNDARY FENCE AND FOLLOW RD. 4.2 MI W. AND N. UP SIDE OF
 ES1157'CHEVELON BUTTE TO SADDLE ON NORTHEAST SIDE OF RD.  PACK ABOUT 500
 ES1157'FT. UP SMALL TOP TO STATION.
 ES1157'
 ES1157'STATION MARK--STANDARD TABLET STAMPED---EAST CHEVALON 1932---,
 ES1157'CEMENTED IN DRILL HOLE IN ROCK.  (STAMPED IN 1960)
 ES1157'
 ES1157'RM 2--STANDARD RM TABLET STAMPED---EAST CHEVALON NO 2 1932---,
 ES1157'CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1138 ***********************************************************************
 ES1138  DESIGNATION -  EAST POCKET KNOB
 ES1138  PID         -  ES1138
 ES1138  STATE/COUNTY-  AZ/COCONINO
 ES1138  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES1138
 ES1138                         *CURRENT SURVEY CONTROL
 ES1138  ___________________________________________________________________
 ES1138* NAD 83(1992)-  34 58 32.30792(N)    111 46 06.43384(W)     ADJUSTED  
 ES1138* NAVD 88     -      2194.2    (meters)    7199.     (feet)  VERTCON   
 ES1138  ___________________________________________________________________
 ES1138  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 ES1138  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES1138  HORZ ORDER  -  THIRD
 ES1138
 ES1138.The horizontal coordinates were established by classical geodetic methods
 ES1138.and adjusted by the National Geodetic Survey in August 1993.
 ES1138
 ES1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1138
 ES1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1138
 ES1138.The geoid height was determined by GEOID03.
 ES1138
 ES1138;                    North         East     Units Scale Factor Converg.
 ES1138;SPC AZ C     -   440,882.134   226,892.737   MT  0.99990226   +0 05 05.9
 ES1138;SPC AZ C     - 1,446,463.69    744,398.74   iFT  0.99990226   +0 05 05.9
 ES1138;UTM  12      - 3,870,611.409   429,855.814   MT  0.99966064   -0 26 25.9
 ES1138
 ES1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1138!SPC AZ C     -   0.99965943  x   0.99990226  =   0.99956173
 ES1138!UTM  12      -   0.99965943  x   0.99966064  =   0.99932019
 ES1138
 ES1138|---------------------------------------------------------------------|
 ES1138| PID    Reference Object                     Distance      Geod. Az  |
 ES1138|                                                           dddmmss.s |
 ES1138| CS3973 EAST POCKET KNOB RM 2                 6.428 METERS 09633     |
 ES1138| ES1136 CASNER                              APPROX.20.2 KM 2613304.7 |
 ES1138| CS3972 EAST POCKET KNOB RM 1                 9.400 METERS 35816     |
 ES1138|---------------------------------------------------------------------|
 ES1138
 ES1138                          SUPERSEDED SURVEY CONTROL
 ES1138
 ES1138  NAD 83(1986)-  34 58 32.30459(N)    111 46 06.43101(W) AD(       ) 3
 ES1138  NGVD 29 (04/23/90) 2193.3    (m)         7196.     (f) VERT ANG    3  
 ES1138
 ES1138.Superseded values are not recommended for survey control.
 ES1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1138.See file dsdata.txt to determine how the superseded data were derived.
 ES1138
 ES1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2985670611(NAD 83)
 ES1138_MARKER: DS = TRIANGULATION STATION DISK
 ES1138_SETTING: 0 = UNSPECIFIED SETTING
 ES1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1138
 ES1138  HISTORY     - Date     Condition        Report By
 ES1138  HISTORY     - 1962     MONUMENTED       USGS
 ES1138
 ES1138                          STATION DESCRIPTION
 ES1138
 ES1138'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ES1138'LOCATED ABOUT 17 MI SW. OF FLAGSTAFF, 5.5 MI NW. OF INDIAN
 ES1138'GARDENS, 1.1 MI W. OF OAK CREEK CANYON.  ON LONG E.-W. RIDGE KNOWN
 ES1138'LOCALLY AS EAST POCKET KNOB.
 ES1138'
 ES1138'TO REACH FROM SANTA FE RR. STATION IN FLAGSTAFF, GO 3.5 MI W. ON
 ES1138'U.S. HWY. 66 TO T-RD. S.  TURN LEFT OFF HWY. FOLLOWING
 ES1138'MAIN-TRAVELED RD. IN SOUTHERLY DIRECTION 20.1 MI TO Y-RD. AT SIGN
 ES1138'FENROW 1, TURKEY BUTTE 3, EAST POCKET 9 MI.  TAKE LEFT FORK
 ES1138'FOLLOWING MAIN-TRAVELED RD. 1.9 MI TO Y-RD. FORK.  TAKE RIGHT FORK
 ES1138'FOLLOWING MAIN-TRAVELED RD. 1.6 MI TO T-RD., CONTINUE STRAIGHT
 ES1138'AHEAD ON MAIN-TRAVELED RD. PAST CRATER TANK 1.3 MI TO Y-RD. FORK.
 ES1138'TAKE RIGHT FORK FOLLOWING MAIN-TRAVELED RD. 0.8 MI TO Y-RD. FORK.
 ES1138'TAKE LEFT FORK FOLLOWING RD. 0.2 MI TO Y-RD. FORK.  TAKE RIGHT
 ES1138'FORK FOLLOWING MAIN-TRAVELED RD. 0.6 MI TO Y-RD. FORK.  TAKE RIGHT
 ES1138'FORK AS PER SIGN EAST POCKET KNOB 1 MI.  TAKE RIGHT FORK
 ES1138'FOLLOWING RD. UP RIDGE TO LOT AND STATION.
 ES1138'
 ES1138'STATION MARK--STANDARD TABLET STAMPED---EAST POCKET KNOB 1962---,
 ES1138'CENTERED UNDER LOT, 0.6 FT BELOW GROUND LEVEL.
 ES1138'
 ES1138'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, CEMENTED IN ROCK
 ES1138'OUTCROP.
 ES1138'
 ES1138'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, CEMENTED IN ROCK
 ES1138'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5757 ***********************************************************************
 DH5757  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5757  DESIGNATION -  EAST RANGE
 DH5757  PID         -  DH5757
 DH5757  STATE/COUNTY-  AZ/COCHISE
 DH5757  USGS QUAD   -  HUACHUCA CITY (1982)
 DH5757
 DH5757                         *CURRENT SURVEY CONTROL
 DH5757  ___________________________________________________________________
 DH5757* NAD 83(2007)-  31 40 20.31109(N)    110 15 51.26769(W)     ADJUSTED  
 DH5757* NAVD 88     -      1262.36   (meters)    4141.6    (feet)  GPS OBS   
 DH5757  ___________________________________________________________________
 DH5757  EPOCH DATE  -        2007.00
 DH5757  X           -  -1,882,162.604 (meters)                     COMP
 DH5757  Y           -  -5,097,922.531 (meters)                     COMP
 DH5757  Z           -   3,330,210.215 (meters)                     COMP
 DH5757  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DH5757  ELLIP HEIGHT-        1234.346 (meters)          (02/10/07) ADJUSTED
 DH5757  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DH5757
 DH5757  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5757  Type    PID    Designation                      North   East  Ellip
 DH5757  -------------------------------------------------------------------
 DH5757  NETWORK DH5757 EAST RANGE                        1.08   0.92   3.12
 DH5757  -------------------------------------------------------------------
 DH5757
 DH5757.The horizontal coordinates were established by GPS observations
 DH5757.and adjusted by the National Geodetic Survey in February 2007.
 DH5757
 DH5757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5757.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5757.The horizontal coordinates are valid at the epoch date displayed above.
 DH5757.The epoch date for horizontal control is a decimal equivalence
 DH5757.of Year/Month/Day.
 DH5757
 DH5757.The orthometric height was determined by GPS observations and a
 DH5757.high-resolution geoid model.
 DH5757.The orthometric height was determined by GPS observations and a
 DH5757.high-resolution geoid model using precise GPS observation and
 DH5757.processing techniques.
 DH5757
 DH5757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5757
 DH5757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5757
 DH5757.The ellipsoidal height was determined by GPS observations
 DH5757.and is referenced to NAD 83.
 DH5757
 DH5757.The geoid height was determined by GEOID03.
 DH5757
 DH5757;                    North         East     Units Scale Factor Converg.
 DH5757;SPC AZ E     -    74,539.081   204,108.175   MT  0.99990106   -0 03 04.4
 DH5757;SPC AZ E     -   244,550.79    669,646.24   iFT  0.99990106   -0 03 04.4
 DH5757;UTM  12      - 3,504,349.646   569,743.264   MT  0.99965999   +0 23 10.8
 DH5757
 DH5757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5757!SPC AZ E     -   0.99980622  x   0.99990106  =   0.99970730
 DH5757!UTM  12      -   0.99980622  x   0.99965999  =   0.99946627
 DH5757
 DH5757                          SUPERSEDED SURVEY CONTROL
 DH5757
 DH5757  NAD 83(1992)-  31 40 20.31087(N)    110 15 51.26734(W) AD(       ) B
 DH5757  ELLIP H (08/22/05) 1234.359  (m)                       GP(       ) 4 2
 DH5757
 DH5757.Superseded values are not recommended for survey control.
 DH5757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5757.See file dsdata.txt to determine how the superseded data were derived.
 DH5757
 DH5757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6974304350(NAD 83)
 DH5757_MARKER: DD = SURVEY DISK
 DH5757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5757_STAMPING: EAST RANGE 2004
 DH5757_MARK LOGO: AZ-003
 DH5757_PROJECTION: FLUSH
 DH5757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5757+STABILITY: SURFACE MOTION
 DH5757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5757+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5757
 DH5757  HISTORY     - Date     Condition        Report By
 DH5757  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5757
 DH5757                          STATION DESCRIPTION
 DH5757
 DH5757'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5757'FROM THE POST OFFICE IN HUACHUCA CITY, AZ TRAVEL NORTH ON SR 90 3.4
 DH5757'MILES TO THE TURNOFF TO HWY 82.  GO EAST ON HWY 82 3.2 MILES TO TRUMAN
 DH5757'RD. TRAVEL SOUTH ON TRUMAN RD. FOR 4.2 MILES, TRUMAN SWINGS TO THE
 DH5757'EAST AND TURNS INTO JEFFERSON, JEFFERSON TURNS INTO BARBER AND GOES
 DH5757'SOUTH, BARBER TURNS INTO ADAMS AND ADAMS TURNS INTO SANDERS RD. TAKE
 DH5757'SANDERS RD. TO WILCOX, TURN RIGHT ONTO WILCOX AND GO 1.12 MILES TO A
 DH5757'DRIVEWAY THAT BEARS SOUTH AND HAS A PRIVATE PROPERTY SIGN. GO UP
 DH5757'DRIVEWAY TO THE HOUSE AND STATION.  THE STATION IS ON THE SOUTHWEST
 DH5757'SIDE OF THE HOME AND 3 FEET SOUTH OF FENCE LINE NEAR A SMALL CORRAL.
 DH5757' 
 DH5757'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5757'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5757'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0959 ***********************************************************************
 ES0959  DESIGNATION -  EAST SUNSET
 ES0959  PID         -  ES0959
 ES0959  STATE/COUNTY-  AZ/COCONINO
 ES0959  USGS QUAD   -  SUNSET PASS (1986)
 ES0959
 ES0959                         *CURRENT SURVEY CONTROL
 ES0959  ___________________________________________________________________
 ES0959* NAD 83(1992)-  34 50 27.29346(N)    110 53 58.15468(W)     ADJUSTED  
 ES0959* NAVD 88     -      2085.7    (meters)    6843.     (feet)  VERTCON   
 ES0959  ___________________________________________________________________
 ES0959  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 ES0959  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES0959  HORZ ORDER  -  THIRD
 ES0959
 ES0959.The horizontal coordinates were established by classical geodetic methods
 ES0959.and adjusted by the National Geodetic Survey in August 1993.
 ES0959
 ES0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0959
 ES0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0959
 ES0959.The geoid height was determined by GEOID03.
 ES0959
 ES0959;                    North         East     Units Scale Factor Converg.
 ES0959;SPC AZ C     -   426,399.007   306,388.197   MT  1.00000663   +0 34 52.2
 ES0959;SPC AZ C     - 1,398,946.87  1,005,210.62   iFT  1.00000663   +0 34 52.2
 ES0959;UTM  12      - 3,855,405.963   509,189.658   MT  0.99960104   +0 03 26.7
 ES0959
 ES0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0959!SPC AZ C     -   0.99967648  x   1.00000663  =   0.99968311
 ES0959!UTM  12      -   0.99967648  x   0.99960104  =   0.99927765
 ES0959
 ES0959|---------------------------------------------------------------------|
 ES0959| PID    Reference Object                     Distance      Geod. Az  |
 ES0959|                                                           dddmmss.s |
 ES0959| DZ1623 EAST SUNSET RM 1                      7.227 METERS 04323     |
 ES0959| DZ1624 EAST SUNSET RM 2                      9.920 METERS 27418     |
 ES0959| ES1121 SUNSET                              APPROX. 9.0 KM 3205424.5 |
 ES0959|---------------------------------------------------------------------|
 ES0959
 ES0959                          SUPERSEDED SURVEY CONTROL
 ES0959
 ES0959  NAD 83(1986)-  34 50 27.28627(N)    110 53 58.15798(W) AD(       ) 3
 ES0959  NGVD 29 (02/22/88) 2084.8    (m)         6840.     (f) VERT ANG    3  
 ES0959
 ES0959.Superseded values are not recommended for survey control.
 ES0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0959.See file dsdata.txt to determine how the superseded data were derived.
 ES0959
 ES0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0919055406(NAD 83)
 ES0959_MARKER: DS = TRIANGULATION STATION DISK
 ES0959_SETTING: 80 = SET IN A BOULDER
 ES0959_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0959+STABILITY: SURFACE MOTION
 ES0959
 ES0959  HISTORY     - Date     Condition        Report By
 ES0959  HISTORY     - 1954     MONUMENTED       USGS
 ES0959
 ES0959                          STATION DESCRIPTION
 ES0959
 ES0959'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 ES0959'LOCATED ABOUT 17 MI SW. OF WINSLOW, ON HIGHEST POINT OF EAST
 ES0959'SUNSET MTN.
 ES0959'
 ES0959'TO REACH FROM INTERSECTION OF SECOND STREET AND STATE HWY. 65 IN
 ES0959'WINSLOW, DRIVE 15.8 MI SW. ON STATE HWY. 65 TO TRACK RD. AND GATE
 ES0959'ON LEFT (SE.).  TURN LEFT ON TRACK RD. PASSING THROUGH GATE 0.5 MI
 ES0959'TO RD. FORKS.  TAKE RIGHT FORK 0.7 MI UPHILL TO RD. FORKS.  TAKE
 ES0959'LEFT FORK 0.5 MI TO FLAT CLEARING.  PACK UP SOUTH RIDGE TO CLIFF,
 ES0959'CONTINUE S. TO HIGHEST POINT AND STATION.  ABOUT 45-MIN. PACK.
 ES0959'
 ES0959'STATION MARK--STANDARD TABLET STAMPED---EAST SUNSET 1954---,
 ES0959'CEMENTED IN DRILL HOLE IN LARGE ROCK 1 FT. ABOVE GROUND.
 ES0959'
 ES0959'RM 1--STANDARD RM TABLET STAMPED---NO 1 1954---, CEMENTED IN DRILL
 ES0959'HOLE IN ROCK 0.2 FT. ABOVE GROUND.
 ES0959'
 ES0959'RM 2--STANDARD RM TABLET STAMPED---NO 2 1954---, CEMENTED IN DRILL
 ES0959'HOLE IN ROCK 0.8 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0383 ***********************************************************************
 GQ0383  DESIGNATION -  EAST VIEW
 GQ0383  PID         -  GQ0383
 GQ0383  STATE/COUNTY-  AZ/MOHAVE
 GQ0383  USGS QUAD   -  LAST CHANCE CANYON (1971)
 GQ0383
 GQ0383                         *CURRENT SURVEY CONTROL
 GQ0383  ___________________________________________________________________
 GQ0383* NAD 83(1992)-  36 22 58.05375(N)    113 42 25.26117(W)     ADJUSTED  
 GQ0383* NAVD 88     -      2011.2    (meters)    6598.     (feet)  VERTCON   
 GQ0383  ___________________________________________________________________
 GQ0383  LAPLACE CORR-          14.23  (seconds)                    DEFLEC99
 GQ0383  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 GQ0383  HORZ ORDER  -  THIRD
 GQ0383
 GQ0383.The horizontal coordinates were established by classical geodetic methods
 GQ0383.and adjusted by the National Geodetic Survey in August 1993.
 GQ0383
 GQ0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0383
 GQ0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0383
 GQ0383.The geoid height was determined by GEOID03.
 GQ0383
 GQ0383;                    North         East     Units Scale Factor Converg.
 GQ0383;SPC AZ W     -   597,005.059   217,216.434   MT  0.99993352   +0 01 31.8
 GQ0383;SPC AZ W     - 1,958,678.02    712,652.34   iFT  0.99993352   +0 01 31.8
 GQ0383;UTM  12      - 4,029,811.150   257,180.516   MT  1.00032651   -1 36 23.5
 GQ0383
 GQ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0383!SPC AZ W     -   0.99968833  x   0.99993352  =   0.99962187
 GQ0383!UTM  12      -   0.99968833  x   1.00032651  =   1.00001474
 GQ0383
 GQ0383:                Primary Azimuth Mark                     Grid Az
 GQ0383:SPC AZ W     -  EAST VIEW AZ MK                          056 54 25.4
 GQ0383:UTM  12      -  EAST VIEW AZ MK                          058 32 20.7
 GQ0383
 GQ0383|---------------------------------------------------------------------|
 GQ0383| PID    Reference Object                     Distance      Geod. Az  |
 GQ0383|                                                           dddmmss.s |
 GQ0383| CH3093 EAST VIEW AZ MK                                    0565557.2 |
 GQ0383| CH3095 EAST VIEW RM 2                        7.355 METERS 16052     |
 GQ0383| CH3094 EAST VIEW RM 1                        9.938 METERS 35852     |
 GQ0383|---------------------------------------------------------------------|
 GQ0383
 GQ0383                          SUPERSEDED SURVEY CONTROL
 GQ0383
 GQ0383  NAD 83(1986)-  36 22 58.04781(N)    113 42 25.26097(W) AD(       ) 3
 GQ0383  NAD 27      -  36 22 58.11600(N)    113 42 22.45900(W) AD(       ) 3
 GQ0383  NGVD 29 (07/19/86) 2010.3    (m)         6595.     (f) VERT ANG    3  
 GQ0383
 GQ0383.Superseded values are not recommended for survey control.
 GQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0383.See file dsdata.txt to determine how the superseded data were derived.
 GQ0383
 GQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5718129811(NAD 83)
 GQ0383_MARKER: DS = TRIANGULATION STATION DISK
 GQ0383_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0383
 GQ0383  HISTORY     - Date     Condition        Report By
 GQ0383  HISTORY     - 1953     MONUMENTED       CGS
 GQ0383
 GQ0383                          STATION DESCRIPTION
 GQ0383
 GQ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0383'THE STATION IS LOCATED ABOUT 50 MILES SOUTH SOUTHWEST OF ST.
 GQ0383'GEORGE, UTAH, ABOUT 24 MILES SOUTHWEST OF WOLF HOLE, ABOUT 14
 GQ0383'MILES NORTHWEST OF THE WARING RANCH, ABOUT 19 MILES EAST OF THE
 GQ0383'NEVADA-ARIZONA STATE LINE AND ABOUT 1-1/2 MILES SOUTH OF A
 GQ0383'TIMBERED MOUNTAIN WHICH IS THE HIGHEST POINT IN THE VICINITY.
 GQ0383'IT IS ON THE EAST SLOPE OF A LOW FLAT TOPPED HILL WHICH IS
 GQ0383'NEAR THE RIM THAT OVERLOOKS THE LOW LANDS TO THE WEST.
 GQ0383'
 GQ0383'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH, BY DRIVING EAST
 GQ0383'ON PAVED ROAD FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE
 GQ0383'CEMETERY.  TURN RIGHT AND CONTINUE FOR 2.1 MILES TO A FORK AT
 GQ0383'THE SOUTH END OF THE BRIDGE OVER VIRGIN RIVER.  TAKE THE RIGHT
 GQ0383'FORK (SOUTH) FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0383'FOR 1.4 MILES TO ANOTHER FORK.  TAKE THE LEFT FORK AND FOLLOW
 GQ0383'THE MAIN TRAVELED ROAD, SOUTHERLY, FOR 23.5 MILES TO WOLF HOLE
 GQ0383'AT A CABIN AND CORRALS ON THE RIGHT.  CONTINUE FOR 0.5 MILE TO
 GQ0383'A FORK.  TAKE THE LEFT FORK AND GO 2.6 MILES TO A FORK.
 GQ0383'TAKE THE LEFT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD,
 GQ0383'EAST, UP OVER RIDGE THEN SOUTH-SOUTHEAST FOR A TOTAL DISTANCE
 GQ0383'OF 15.5 MILES TO AN OLD STONE CHIMNEY, CORRAL AND RESERVOIR
 GQ0383'ON THE RIGHT (WEST) SIDE OF ROAD.  CONTINUE FOR 0.3 MILE
 GQ0383'TO A FORK.  TAKE THE RIGHT FORK AND GO 2.3 MILES TO A FORK
 GQ0383'OR ROAD LEFT.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN
 GQ0383'TRAVELED ROAD FOR 14.2 MILES TO A ROAD RIGHT AT A SMALL FENCED
 GQ0383'PASTURE IN A DRAW.  TURN RIGHT AND FOLLOW OLD ROAD UP WASH FOR
 GQ0383'4.0 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 1.7
 GQ0383'MILES TO AN OLD ABANDONED CABIN AT A LARGE CORRAL AND A FORK.
 GQ0383'TAKE THE RIGHT FORK, PASSING BETWEEN THE CABIN AND CORRAL, AND
 GQ0383'GO 0.8 MILE TO A FORK.  TURN LEFT FOR ABOUT 50 FEET THENCE
 GQ0383'RIGHT ONTO A TRACK ROAD AND CONTINUE THROUGH WOODS FOR 2.4
 GQ0383'MILES TO A T ROAD AT THE EDGE OF THE RIM.  TURN RIGHT AND GO
 GQ0383'0.6 MILE TO THE BASE OF A SMALL HILL AND A DIM FORK LEFT.
 GQ0383'TURN LEFT AND GO 0.1 TO THE TOP OF HILL THENCE TURN RIGHT,
 GQ0383'LEAVING ROAD, AND GO 100 YARDS TO THE STATION.  THE AZIMUTH
 GQ0383'MARK IS REACHED FROM THE FORK AT THE BASE OF THE HILL BY
 GQ0383'TAKING THE RIGHT FORK FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 GQ0383'RIGHT AS DESCRIBED BELOW.
 GQ0383'
 GQ0383'THE STATION IS ABOUT 75 YARDS EAST OF THE RIM, ABOUT 70 YARDS
 GQ0383'EAST OF THE ROAD ALONG THE RIM, ABOUT 40 YARDS EAST OF THE HIGHEST
 GQ0383'PART OF THE HILL, ABOUT 40 YARDS WEST OF THE ROAD AROUND THE
 GQ0383'BASE OF HILL AND ABOUT 18 FEET WEST OF A TRIMMED JUNIPER TREE.
 GQ0383'IT IS A STANDARD DISK SET IN AN OUTCROP THAT IS FLUSH ON THE
 GQ0383'WEST SIDE AND PROJECTS ABOUT 10 INCHES ON THE EAST SIDE.  THE
 GQ0383'MARK IS STAMPED EASTVIEW 1953,
 GQ0383'
 GQ0383'REFERENCE MARK 1 IS ABOUT 18 INCHES LOWER THAN THE STATION.
 GQ0383'IT IS A STANDARD DISK SET IN THE TOP OF AN OUTCROP THAT PROJECTS
 GQ0383'ABOUT 3 INCHES ABOVE THE SURFACE.  THE MARK IS STAMPED EASTVIEW
 GQ0383'NO 1 1953.
 GQ0383'
 GQ0383'REFERENCE MARK 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 GQ0383'STATION AND 18 INCHES EAST OF A CROOKED CEDAR TREE.  IT IS
 GQ0383'A STANDARD DISK SET IN AN OUTCROP THAT PROJECTS 4 INCHES ON THE
 GQ0383'EAST SIDE.  THE MARK IS STAMPED EASTVIEW NO 2 1953.
 GQ0383'
 GQ0383'THE AZIMUTH MARK IS 9 FEET SOUTH OF THE CENTER LINE OF BLADED
 GQ0383'ROAD, 6 FEET WEST OF A TRIMMED CEDAR TREE ON WHICH IS NAILED A
 GQ0383'10X10-INCH BOARD.  THE MARK IS A STANDARD DISK WELDED TO THE
 GQ0383'TOP OF A 2-INCH SOIL PIPE THAT PROJECTS 14 INCHES.  STAMPED
 GQ0383'EASTVIEW 1953.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0328 ***********************************************************************
 GQ0328  DESIGNATION -  EASY
 GQ0328  PID         -  GQ0328
 GQ0328  STATE/COUNTY-  AZ/MOHAVE
 GQ0328  USGS QUAD   -  PIPE SPRING (1988)
 GQ0328
 GQ0328                         *CURRENT SURVEY CONTROL
 GQ0328  ___________________________________________________________________
 GQ0328* NAD 83(1992)-  36 52 27.82402(N)    112 38 43.05908(W)     ADJUSTED  
 GQ0328* NAVD 88     -      1436.6    (meters)    4713.     (feet)  VERTCON   
 GQ0328  ___________________________________________________________________
 GQ0328  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 GQ0328  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 GQ0328  HORZ ORDER  -  THIRD
 GQ0328
 GQ0328.The horizontal coordinates were established by classical geodetic methods
 GQ0328.and adjusted by the National Geodetic Survey in August 1993.
 GQ0328
 GQ0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0328
 GQ0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0328
 GQ0328.The geoid height was determined by GEOID03.
 GQ0328
 GQ0328;                    North         East     Units Scale Factor Converg.
 GQ0328;SPC AZ W     -   652,123.854   311,848.376   MT  1.00005279   +0 39 46.6
 GQ0328;SPC AZ W     - 2,139,513.96  1,023,124.59   iFT  1.00005279   +0 39 46.6
 GQ0328;SPC AZ C     -   651,780.204   148,403.123   MT  0.99995196   -0 26 14.1
 GQ0328;SPC AZ C     - 2,138,386.50    486,886.89   iFT  0.99995196   -0 26 14.1
 GQ0328;UTM  12      - 4,082,202.389   353,362.057   MT  0.99986490   -0 59 14.8
 GQ0328
 GQ0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0328!SPC AZ W     -   0.99977813  x   1.00005279  =   0.99983090
 GQ0328!SPC AZ C     -   0.99977813  x   0.99995196  =   0.99973010
 GQ0328!UTM  12      -   0.99977813  x   0.99986490  =   0.99964306
 GQ0328
 GQ0328:                Primary Azimuth Mark                     Grid Az
 GQ0328:SPC AZ W     -  EASY AZ MK                               027 59 19.7
 GQ0328:SPC AZ C     -  EASY AZ MK                               029 05 20.4
 GQ0328:UTM  12      -  EASY AZ MK                               029 38 21.1
 GQ0328
 GQ0328|---------------------------------------------------------------------|
 GQ0328| PID    Reference Object                     Distance      Geod. Az  |
 GQ0328|                                                           dddmmss.s |
 GQ0328| CH3096 EASY AZ MK                                         0283906.3 |
 GQ0328| CH3098 EASY RM 2                            11.589 METERS 09453     |
 GQ0328| CH3097 EASY RM 1                            10.942 METERS 35814     |
 GQ0328|---------------------------------------------------------------------|
 GQ0328
 GQ0328                          SUPERSEDED SURVEY CONTROL
 GQ0328
 GQ0328  NAD 83(1986)-  36 52 27.82157(N)    112 38 43.05545(W) AD(       ) 3
 GQ0328  NAD 27      -  36 52 27.87000(N)    112 38 40.33800(W) AD(       ) 3
 GQ0328  NGVD 29 (07/19/86) 1435.7    (m)         4710.     (f) VERT ANG    3  
 GQ0328
 GQ0328.Superseded values are not recommended for survey control.
 GQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0328.See file dsdata.txt to determine how the superseded data were derived.
 GQ0328
 GQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5336282202(NAD 83)
 GQ0328_MARKER: DS = TRIANGULATION STATION DISK
 GQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0328+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 GQ0328
 GQ0328  HISTORY     - Date     Condition        Report By
 GQ0328  HISTORY     - 1953     MONUMENTED       CGS
 GQ0328  HISTORY     - 1971     GOOD             LAWPC
 GQ0328  HISTORY     - 20040721 GOOD             BLM
 GQ0328
 GQ0328                          STATION DESCRIPTION
 GQ0328
 GQ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0328'STATION IS ABOUT 8 MILES SOUTHWEST OF FREDONIA, 7 MILES
 GQ0328'EAST-SOUTHEAST OF MOCCASIN AND 8 MILES SOUTH OF THE ARIZONA-UTAH
 GQ0328'STATE LINE, AT THE SUMMIT OF A RISE JUST NORTH OF THE JUNCTION
 GQ0328'OF A Y-FORK ON THE GRAND CANYON HIGHWAY.
 GQ0328'
 GQ0328'TO REACH FROM THE JUNCTION OF U.S. 89 AND PIPE SPRINGS ROAD
 GQ0328'IN FREDONIA, GO WEST ON THE PIPE SPRINGS ROAD FOR 8.25 MILES
 GQ0328'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 0.15
 GQ0328'MILE TO Y-FORKS AND SIGN GRAND CANYON NATIONAL MONUMENT.
 GQ0328'TURN LEFT, SOUTH, FOR 0.3 MILE TO SUMMIT OF HILL AND STATION
 GQ0328'AT REVERSE Y-FORK.
 GQ0328'
 GQ0328'STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 GQ0328'IN SQUARE BLOCKS OF CONCRETE.
 GQ0328'
 GQ0328'STATION MARK, STAMPED EASY 1953, PROJECTS 6 INCHES.  IT IS 24
 GQ0328'FEET WEST OF THE CENTER OF THE EAST ROAD FORK, 46-1/2 FEET
 GQ0328'EAST OF THE CENTER OF THE GRAND CANYON HIGHWAY, 154 FEET
 GQ0328'NORTH OF THE CENTER OF THE JUNCTION AND 13 FEET NORTH OF A
 GQ0328'WITNESS POST.
 GQ0328'
 GQ0328'REFERENCE MARK 1, STAMPED EASY NO 1 1953, PROJECTS 6 INCHES.
 GQ0328'IT IS 29-1/2 FEET WEST OF THE CENTER OF THE EAST ROAD FORK
 GQ0328'AND 67-1/2 FEET EAST OF THE CENTER OF THE GRAND CANYON HIGHWAY.
 GQ0328'
 GQ0328'REFERENCE MARK 2, STAMPED EASY NO 2 1953, PROJECTS 4 INCHES.
 GQ0328'IT IS 14 FEET EAST OF THE CENTER OF THE EAST ROAD FORK.
 GQ0328'
 GQ0328'AZIMUTH MARK, STAMPED EASY 1953, PROJECTS 6 INCHES.  IT IS ON
 GQ0328'THE RIGHT-OF-WAY, 30-1/2 FEET NORTHWEST OF THE CENTER OF PIPE
 GQ0328'SPRINGS ROAD AND 6-1/2 FEET SOUTHEAST OF A WITNESS POST.  THE
 GQ0328'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE
 GQ0328'CONCRETE POST.
 GQ0328
 GQ0328                          STATION RECOVERY (1971)
 GQ0328
 GQ0328'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0328'EASY 1953-GOOD
 GQ0328'
 GQ0328'R.M. 1-GOOD
 GQ0328'
 GQ0328'R.M. 2-GOOD
 GQ0328
 GQ0328                          STATION RECOVERY (2004)
 GQ0328
 GQ0328'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2004 (AR)
 GQ0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0589 ***********************************************************************
 DV0589  DESIGNATION -  EATON
 DV0589  PID         -  DV0589
 DV0589  STATE/COUNTY-  AZ/MARICOPA
 DV0589  USGS QUAD   -  FOWLER (1982)
 DV0589
 DV0589                         *CURRENT SURVEY CONTROL
 DV0589  ___________________________________________________________________
 DV0589* NAD 83(1992)-  33 27 44.45534(N)    112 09 37.65278(W)     ADJUSTED  
 DV0589* NAVD 88     -       326.681  (meters)    1071.79   (feet)  ADJUSTED  
 DV0589  ___________________________________________________________________
 DV0589  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DV0589  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0589  DYNAMIC HT  -         326.299 (meters)    1070.53  (feet)  COMP
 DV0589  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV0589
 DV0589  HORZ ORDER  -  SECOND
 DV0589  VERT ORDER  -  FIRST     CLASS II
 DV0589
 DV0589.The horizontal coordinates were established by classical geodetic methods
 DV0589.and adjusted by the National Geodetic Survey in August 1993.
 DV0589
 DV0589.The orthometric height was determined by differential leveling
 DV0589.and adjusted in November 1993.
 DV0589
 DV0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0589
 DV0589.The geoid height was determined by GEOID03.
 DV0589
 DV0589.The dynamic height is computed by dividing the NAVD 88
 DV0589.geopotential number by the normal gravity value computed on the
 DV0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0589.degrees latitude (g = 980.6199 gals.).
 DV0589
 DV0589.The modeled gravity was interpolated from observed gravity values.
 DV0589
 DV0589;                    North         East     Units Scale Factor Converg.
 DV0589;SPC AZ C     -   273,051.436   190,698.623   MT  0.99990633   -0 08 03.9
 DV0589;SPC AZ C     -   895,838.04    625,651.65   iFT  0.99990633   -0 08 03.9
 DV0589;UTM  12      - 3,703,147.081   392,160.766   MT  0.99974337   -0 38 23.7
 DV0589
 DV0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0589!SPC AZ C     -   0.99995344  x   0.99990633  =   0.99985977
 DV0589!UTM  12      -   0.99995344  x   0.99974337  =   0.99969682
 DV0589
 DV0589:                Primary Azimuth Mark                     Grid Az
 DV0589:SPC AZ C     -  EATON AZ MK                              020 26 55.6
 DV0589:UTM  12      -  EATON AZ MK                              020 57 15.4
 DV0589
 DV0589|---------------------------------------------------------------------|
 DV0589| PID    Reference Object                     Distance      Geod. Az  |
 DV0589|                                                           dddmmss.s |
 DV0589| DV0592 EATON AZ MK                                        0201851.7 |
 DV0589| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 2.6 KM 1350147.8 |
 DV0589| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 2.4 KM 1570252.9 |
 DV0589| DV2097 PHOENIX PUB SER CO TANK             APPROX. 2.2 KM 1665230.1 |
 DV0589| DV0591 EATON RM 2                           11.136 METERS 18250     |
 DV0589| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 2.8 KM 1950227.1 |
 DV0589| DV0590 EATON RM 1                            6.718 METERS 35749     |
 DV0589|---------------------------------------------------------------------|
 DV0589
 DV0589                          SUPERSEDED SURVEY CONTROL
 DV0589
 DV0589  NAD 83(1986)-  33 27 44.44936(N)    112 09 37.65854(W) AD(       ) 2
 DV0589  NAD 27      -  33 27 44.29520(N)    112 09 35.11460(W) AD(       ) 2
 DV0589  NGVD 29 (??/??/92)  326.049  (m)         1069.71   (f) ADJ UNCH    1 2
 DV0589
 DV0589.Superseded values are not recommended for survey control.
 DV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0589.See file dsdata.txt to determine how the superseded data were derived.
 DV0589
 DV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9216103147(NAD 83)
 DV0589_MARKER: DE = TRAVERSE STATION DISK
 DV0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0589_STAMPING: EATON 1963
 DV0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0589+STABILITY: SURFACE MOTION
 DV0589
 DV0589  HISTORY     - Date     Condition        Report By
 DV0589  HISTORY     - 1963     MONUMENTED       CGS
 DV0589  HISTORY     - 1963     GOOD             CGS
 DV0589  HISTORY     - 1981     GOOD             AZDT
 DV0589  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0589
 DV0589                          STATION DESCRIPTION
 DV0589
 DV0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0589'STATION IS LOCATED ABOUT 5 MILES WEST OF THE CENTER OF PHOENIX,
 DV0589'1/2 MILE EAST OF NORTH 51ST AVENUE, 1/2 MILE WEST OF NORTH
 DV0589'43RD AVENUE, 1/4 MILE SOUTH OF WEST MC DOWELL ROAD AND ON
 DV0589'THE EAST SIDE OF FEEDING PENS FOR CATTLE.
 DV0589'
 DV0589'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 43RD AVENUE
 DV0589'IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 43RD AVENUE
 DV0589'FOR 1.0 MILE TO WEST VAN BUREN STREET, (SECTION CORNER MARK
 DV0589'WEST VAN BUREN STREET AND NORTH 43RD AVENUE IN THIS INTERSECTION
 DV0589'AS DESCRIBED), CONTINUE NORTH ON NORTH 43RD AVENUE FOR 1.0
 DV0589'MILE TO WEST MC DOWELL ROAD, TURN LEFT AND GO WEST ON WEST
 DV0589'MC DOWELL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON LEFT
 DV0589'AS DESCRIBED, CONTINUE WEST FOR 0.1 MILE, TO A TRACK ROAD
 DV0589'LEFT AT 3 SMALL GRAY BRICK BUILDINGS, TURN LEFT AND GO SOUTH
 DV0589'ALONG THE EAST SIDE OF A IRRIGATION DITCH FOR 0.25 MILE TO
 DV0589'STATION ON RIGHT.
 DV0589'
 DV0589'STATION MARK, A STANDARD TRAVERSE DISK STAMPED EATON 1963,
 DV0589'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0589'2 INCHES.  THE MARK IS 25 FEET NORTH OF A LARGE COTTONWOOD
 DV0589'TREE, 39 FEET WEST OF CENTER OF POWER LINE, 23 FEET WEST OF
 DV0589'CENTER OF FIELD ROAD, 3.6 FEET SOUTH-SOUTH EAST OF THE
 DV0589'WITNESS POST AND 2 FEET EAST OF A FENCE.
 DV0589'
 DV0589'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED EATON
 DV0589'NO 1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV0589'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 DV0589'39 FEET WEST OF THE CENTER OF POWER LINE, 23 FEET WEST OF
 DV0589'CENTER OF FIELD ROAD, 18.5 FEET NORTH OF THE WITNESS POST
 DV0589'AND 1 FOOT EAST OF THE FENCE.
 DV0589'
 DV0589'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED EATON NO 2 1963,
 DV0589'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0589'4 INCHES ABOVE THE GROUND.  THE MARK IS 40 FEET WEST OF
 DV0589'CENTER OF POWER LINE, 39.9 FEET SOUTH OF THE WITNESS POST,
 DV0589'24 FEET WEST OF THE CENTER OF FIELD ROAD AND 6 INCHES EAST
 DV0589'OF A FENCE.
 DV0589'
 DV0589'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EATON 1963,
 DV0589'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV0589'ABOUT 3 INCHES.  THE MARK IS 33.5 FEET SOUTH OF THE CENTER
 DV0589'OF WEST MC DOWELL ROAD, 3.5 FEET SOUTHEAST OF A POWER POLE,
 DV0589'2.3 FEET NORTH OF THE FENCE AND 2 FEET SOUTH OF THE WITNESS
 DV0589'POST.
 DV0589'
 DV0589'SECTION CORNER, IS A PHOENIX CITY SURVEY MARK LOCATED AT THE
 DV0589'INTERSECTION OF WEST VAN BUREN STREET AND NORTH 43RD AVENUE.
 DV0589'MARK IS A 3/8 INCH ROD ABOUT 6 INCHES BELOW THE SURFACE OF
 DV0589'THE ROAD UNDER A ROUND METAL COVER.  MARK IS IN APPROXIMATE
 DV0589'CENTER OF INTERSECTION.
 DV0589'
 DV0589'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DV0589
 DV0589                          STATION RECOVERY (1963)
 DV0589
 DV0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0589'IN PHOENIX.
 DV0589'1.5 MILES NORTH ALONG 51ST AVENUE FROM THE SOUTHER PACIFIC CO.
 DV0589'RAILROAD CROSSING OF 51ST AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0589'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, AT A BRIDGE OVER AN
 DV0589'IRRIGATION DITCH, AND A BOARD GATE WEST OF THE ROAD, 22 FEET WEST OF
 DV0589'THE CENTER OF THE ROAD, 9 FEET WEST-NORTHWEST OF THE NORTH END OF THE
 DV0589'BRIDGE, 5 FEET NORTH-NORTHEAST OF THE NORTH END OF THE GATE, 2.3 FEET
 DV0589'EAST OF A FENCE, 3.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 DV0589'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0589
 DV0589                          STATION RECOVERY (1981)
 DV0589
 DV0589'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0589'2.9 MI (3.2 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX TO THE
 DV0589'INTERSECTION OF INTERSTATE 17 TO THE SALT RIVER PROJECT ISAAC
 DV0589'SUBSTATION AND A DIRT ROAD, THENCE SOUTH 0.25 MILE  (0.40 KM) TO THE
 DV0589'MARK A STANDARD CGS BRASS CAP IN A CONCRETE POST ON THE RIGHT.
 DV0589'5.0 FT (1.52 M) SOUTH OF A FENCE POST WITH WITNESS SIGN, 12.0 FEET
 DV0589'(3.66 M) NORTH OF CENTERLINE OF A EAST-WEST FARM ROAD, 27.5 FEET
 DV0589'(8.38 M) WEST OF CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 9.5 FEET
 DV0589'(2.90 M) WEST OF CENTER OF IRRIGATION DITCH. MARK IS FLUSH WITH GROUND
 DV0589
 DV0589                          STATION RECOVERY (2007)
 DV0589
 DV0589'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0592 ***********************************************************************
 DV0592  DESIGNATION -  EATON AZ MK
 DV0592  PID         -  DV0592
 DV0592  STATE/COUNTY-  AZ/MARICOPA
 DV0592  USGS QUAD   -  FOWLER (1982)
 DV0592
 DV0592                         *CURRENT SURVEY CONTROL
 DV0592  ___________________________________________________________________
 DV0592* NAD 83(1986)-  33 27 55.     (N)    112 09 34.     (W)     SCALED    
 DV0592* NAVD 88     -       328.12   (+/-2cm)    1076.5    (feet)  VERTCON   
 DV0592  ___________________________________________________________________
 DV0592  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0592
 DV0592.The horizontal coordinates were scaled from a topographic map and have
 DV0592.an estimated accuracy of +/- 6 seconds.
 DV0592
 DV0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0592.The vertical order pertains to the NGVD 29 superseded value.
 DV0592
 DV0592.The geoid height was determined by GEOID03.
 DV0592
 DV0592;                    North         East    Units  Estimated Accuracy
 DV0592;SPC AZ C     -   273,380.      190,790.      MT  (+/- 180 meters Scaled)
 DV0592
 DV0592                          SUPERSEDED SURVEY CONTROL
 DV0592
 DV0592  NGVD 29 (??/??/92)  327.497  (m)         1074.46   (f) ADJ UNCH    2 0
 DV0592
 DV0592.Superseded values are not recommended for survey control.
 DV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0592.See file dsdata.txt to determine how the superseded data were derived.
 DV0592
 DV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC922034(NAD 83)
 DV0592_MARKER: DZ = AZIMUTH MARK DISK
 DV0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0592_STAMPING: EATON 1963
 DV0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0592+STABILITY: SURFACE MOTION
 DV0592
 DV0592  HISTORY     - Date     Condition        Report By
 DV0592  HISTORY     - 1963     MONUMENTED       CGS
 DV0592  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0592  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0592
 DV0592                          STATION DESCRIPTION
 DV0592
 DV0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0592'IN PHOENIX.
 DV0592'1.5 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0592'RAILROAD CROSSING OF 43RD AVENUE, THENCE 0.45 MILE WEST ALONG MCDOWELL
 DV0592'ROAD, ABOUT 100 YARDS WEST OF A HOUSE SOUTH OF THE ROAD, 33 FEET SOUTH
 DV0592'OF THE CENTER OF MCDOWELL ROAD, 2 FEET NORTH OF A FENCE, 3.5 FEET
 DV0592'SOUTHEAST OF A POWER POLE, 2.5 FEET SOUTH OF A METAL WITNESS POST,
 DV0592'ABOUT LEVEL WITH MCDOWELL ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0592'PROJECTING 5 INCHES.
 DV0592
 DV0592                          STATION RECOVERY (1996)
 DV0592
 DV0592'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0592'MARK NOT FOUND.
 DV0592
 DV0592                          STATION RECOVERY (2007)
 DV0592
 DV0592'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0590 ***********************************************************************
 DV0590  DESIGNATION -  EATON RM 1
 DV0590  PID         -  DV0590
 DV0590  STATE/COUNTY-  AZ/MARICOPA
 DV0590  USGS QUAD   -  FOWLER (1982)
 DV0590
 DV0590                         *CURRENT SURVEY CONTROL
 DV0590  ___________________________________________________________________
 DV0590* NAD 83(1986)-  33 27 44.     (N)    112 09 38.     (W)     SCALED    
 DV0590* NAVD 88     -       326.66   (+/-2cm)    1071.7    (feet)  VERTCON   
 DV0590  ___________________________________________________________________
 DV0590  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0590
 DV0590.The horizontal coordinates were scaled from a topographic map and have
 DV0590.an estimated accuracy of +/- 6 seconds.
 DV0590
 DV0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0590.The vertical order pertains to the NGVD 29 superseded value.
 DV0590
 DV0590.The geoid height was determined by GEOID03.
 DV0590
 DV0590;                    North         East    Units  Estimated Accuracy
 DV0590;SPC AZ C     -   273,040.      190,690.      MT  (+/- 180 meters Scaled)
 DV0590
 DV0590                          SUPERSEDED SURVEY CONTROL
 DV0590
 DV0590  NGVD 29 (??/??/92)  326.033  (m)         1069.66   (f) ADJ UNCH    2 0
 DV0590
 DV0590.Superseded values are not recommended for survey control.
 DV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0590.See file dsdata.txt to determine how the superseded data were derived.
 DV0590
 DV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC921031(NAD 83)
 DV0590_MARKER: DR = REFERENCE MARK DISK
 DV0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0590_STAMPING: EATON NO 1 1963
 DV0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0590+STABILITY: SURFACE MOTION
 DV0590
 DV0590  HISTORY     - Date     Condition        Report By
 DV0590  HISTORY     - 1963     MONUMENTED       CGS
 DV0590  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0590
 DV0590                          STATION DESCRIPTION
 DV0590
 DV0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0590'IN PHOENIX.
 DV0590'1.5 MILES NORTH ALONG 51ST AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0590'RAILROAD CROSSING OF 51ST AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0590'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, 22.0 FEET NORTH OF
 DV0590'TRAVERSE STATION EATON, 18.5 FEET NORTH OF A METAL WITNESS POST, 23
 DV0590'FEET WEST OF THE CENTER OF THE ROAD, 7 FEET WEST OF AN IRRIGATION
 DV0590'DITCH, 1 FOOT EAST OF A FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH
 DV0590'WITH THE GROUND.
 DV0590
 DV0590                          STATION RECOVERY (2007)
 DV0590
 DV0590'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0591 ***********************************************************************
 DV0591  DESIGNATION -  EATON RM 2
 DV0591  PID         -  DV0591
 DV0591  STATE/COUNTY-  AZ/MARICOPA
 DV0591  USGS QUAD   -  FOWLER (1982)
 DV0591
 DV0591                         *CURRENT SURVEY CONTROL
 DV0591  ___________________________________________________________________
 DV0591* NAD 83(1986)-  33 27 44.     (N)    112 09 38.     (W)     SCALED    
 DV0591* NAVD 88     -       326.567  (meters)    1071.41   (feet)  ADJUSTED  
 DV0591  ___________________________________________________________________
 DV0591  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0591  DYNAMIC HT  -         326.185 (meters)    1070.16  (feet)  COMP
 DV0591  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV0591
 DV0591  VERT ORDER  -  FIRST     CLASS II
 DV0591
 DV0591.The horizontal coordinates were scaled from a topographic map and have
 DV0591.an estimated accuracy of +/- 6 seconds.
 DV0591
 DV0591.The orthometric height was determined by differential leveling
 DV0591.and adjusted in November 1993.
 DV0591
 DV0591.The geoid height was determined by GEOID03.
 DV0591
 DV0591.The dynamic height is computed by dividing the NAVD 88
 DV0591.geopotential number by the normal gravity value computed on the
 DV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0591.degrees latitude (g = 980.6199 gals.).
 DV0591
 DV0591.The modeled gravity was interpolated from observed gravity values.
 DV0591
 DV0591;                    North         East    Units  Estimated Accuracy
 DV0591;SPC AZ C     -   273,040.      190,690.      MT  (+/- 180 meters Scaled)
 DV0591
 DV0591                          SUPERSEDED SURVEY CONTROL
 DV0591
 DV0591  NGVD 29 (??/??/92)  325.939  (m)         1069.35   (f) ADJ UNCH    1 2
 DV0591
 DV0591.Superseded values are not recommended for survey control.
 DV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0591.See file dsdata.txt to determine how the superseded data were derived.
 DV0591
 DV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC921031(NAD 83)
 DV0591_MARKER: DR = REFERENCE MARK DISK
 DV0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0591_STAMPING: EATON NO 2 1963
 DV0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0591+STABILITY: SURFACE MOTION
 DV0591
 DV0591  HISTORY     - Date     Condition        Report By
 DV0591  HISTORY     - 1963     MONUMENTED       CGS
 DV0591  HISTORY     - 1981     GOOD             AZDT
 DV0591  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0591
 DV0591                          STATION DESCRIPTION
 DV0591
 DV0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0591'IN PHOENIX.
 DV0591'1.5 MILES NORTH ALONG 51ST AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0591'RAILROAD CROSSING OF 51ST AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0591'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, 36.5 FEET SOUTH OF
 DV0591'TRAVERSE STATION EATON, 39.6 FEET SOUTH OF A METAL WITNESS POST, 23
 DV0591'FEET WEST OF THE CENTER OF THE ROAD, 16 FEET SOUTH OF THE SOUTH END OF
 DV0591'THE GATE, 6 FEET WEST OF AN IRRIGATION DITCH, 1 FOOT EAST OF A FENCE,
 DV0591'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0591
 DV0591                          STATION RECOVERY (1981)
 DV0591
 DV0591'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0591'2.90 MI (4.67 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV0591'INTERSECTION OF INTERSTATE 17 IN PHOENIX, TO THE SALT RIVER PROJECT
 DV0591'ISAAC SUBSTATION.  THENCE SOUTH ALONG A FIELD ROAD 0.25 MILE
 DV0591'(0.40 KM) TO THE MARK ON THE RIGHT.  36.5 FT (11.13 METERS)
 DV0591'SOUTH OF TRAVERSE STATION EATON.  6 FT (1.83 METERS) WEST OF AN
 DV0591'IRRIGATION DITCH, 23 FT (7.01 METERS) WEST OF THE ROAD, 41.5 FEET
 DV0591'(12.65 METERS) SOUTH OF A FENCE POST AND WITNESS SIGN.
 DV0591
 DV0591                          STATION RECOVERY (2007)
 DV0591
 DV0591'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0709 ***********************************************************************
 FQ0709  DESIGNATION -  EBERT
 FQ0709  PID         -  FQ0709
 FQ0709  STATE/COUNTY-  AZ/COCONINO
 FQ0709  USGS QUAD   -  EBERT MTN (1989)
 FQ0709
 FQ0709                         *CURRENT SURVEY CONTROL
 FQ0709  ___________________________________________________________________
 FQ0709* NAD 83(1992)-  35 36 59.22667(N)    111 57 31.68088(W)     ADJUSTED  
 FQ0709* NAVD 88     -      2081.6    (meters)    6829.     (feet)  VERTCON   
 FQ0709  ___________________________________________________________________
 FQ0709  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 FQ0709  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FQ0709  HORZ ORDER  -  SECOND
 FQ0709
 FQ0709.The horizontal coordinates were established by classical geodetic methods
 FQ0709.and adjusted by the National Geodetic Survey in August 1993.
 FQ0709
 FQ0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0709
 FQ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0709
 FQ0709.The geoid height was determined by GEOID03.
 FQ0709
 FQ0709;                    North         East     Units Scale Factor Converg.
 FQ0709;SPC AZ C     -   511,961.205   209,543.153   MT  0.99990018   -0 01 28.3
 FQ0709;SPC AZ C     - 1,679,662.75    687,477.54   iFT  0.99990018   -0 01 28.3
 FQ0709;UTM  12      - 3,941,831.844   413,167.802   MT  0.99969291   -0 33 30.2
 FQ0709
 FQ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0709!SPC AZ C     -   0.99967700  x   0.99990018  =   0.99957721
 FQ0709!UTM  12      -   0.99967700  x   0.99969291  =   0.99937001
 FQ0709
 FQ0709|---------------------------------------------------------------------|
 FQ0709| PID    Reference Object                     Distance      Geod. Az  |
 FQ0709|                                                           dddmmss.s |
 FQ0709| CH3100 EBERT RM 2                           11.425 METERS 15701     |
 FQ0709| FR0847 ASOP RESET                          APPROX.18.8 KM 2443333.7 |
 FQ0709| CH3099 EBERT RM 1                            5.535 METERS 29139     |
 FQ0709|---------------------------------------------------------------------|
 FQ0709
 FQ0709                          SUPERSEDED SURVEY CONTROL
 FQ0709
 FQ0709  NAD 83(1986)-  35 36 59.22485(N)    111 57 31.67663(W) AD(       ) 2
 FQ0709  NAD 27      -  35 36 59.23412(N)    111 57 29.10249(W) AD(       ) 2
 FQ0709  NGVD 29 (07/19/86) 2080.7    (m)         6826.     (f) VERT ANG    3  
 FQ0709
 FQ0709.Superseded values are not recommended for survey control.
 FQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0709.See file dsdata.txt to determine how the superseded data were derived.
 FQ0709
 FQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1316841832(NAD 83)
 FQ0709_MARKER: DD = SURVEY DISK
 FQ0709_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0709_SP_SET: PARTIALLY EXPOSED BEDROCK
 FQ0709
 FQ0709  HISTORY     - Date     Condition        Report By
 FQ0709  HISTORY     - 1975     MONUMENTED       USGS
 FQ0709
 FQ0709                          STATION DESCRIPTION
 FQ0709
 FQ0709'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (TT)
 FQ0709'THE STATION IS ABOUT 29 MILES NORTH NORTHEAST OF WILLIAMS, 11 MILES
 FQ0709'EAST OF VALLE AIRPORT, 3.5 MILE NORTHEAST OF A COUNTY ROAD AT THE
 FQ0709'CROSSING OF EL PASO NATURAL GAS LINE, ON TOP OF SOUTHERNMOST OF A
 FQ0709'GROUP OF LOW HILLS.
 FQ0709'
 FQ0709'THE STATION IS A STANDARD USGS DISK STAMPED EBERT 1959 WITH A
 FQ0709'TRIANGLE AND CROSS AND CEMENTED IN A LARGE ROCK.
 FQ0709'
 FQ0709'REFERENCE MARK 2 IS A COPPER NAIL AND WASHER CEMENTED IN A LARGE
 FQ0709'ROCK.
 FQ0709'
 FQ0709'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER CEMENTED IN A LARGE
 FQ0709'ROCK.
 FQ0709'
 FQ0709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY 66 AND STATE
 FQ0709'ROUTE 64 (2 MILES EAST OF WILLIAMS), TRAVEL NORTH ON STATE ROUTE
 FQ0709'64 FOR 28 MILE TO JUNCTION OF U.S. 180, TURN RIGHT, SOUTHEAST ON
 FQ0709'U.S. 180 FOR ABOUT 13 MILES TO MILE POST 252.5, GO THROUGH GATE ON
 FQ0709'ROAD NORTH AND TRAVEL 1.6 MILE TO EL PASO NATURAL GAS LINE, CROSS
 FQ0709'GAS LINE AND CONTINUE NORTH FOR 1.7 MILES TO SOUTHERNMOST OF A
 FQ0709'GROUP OF HILLS TO THE WEST AND THE STATION.  (A DIRT ROAD RUNS
 FQ0709'NORTH ALONG EAST BASE OF HILL).  ABOUT 15 MINUTE PACK.
 FQ0709'
 FQ0709'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2216 ***********************************************************************
 DV2216  DESIGNATION -  ECHEVERRIA
 DV2216  PID         -  DV2216
 DV2216  STATE/COUNTY-  AZ/MARICOPA
 DV2216  USGS QUAD   -  OUTLAW HILL (1990)
 DV2216
 DV2216                         *CURRENT SURVEY CONTROL
 DV2216  ___________________________________________________________________
 DV2216* NAD 83(1992)-  33 56 52.74704(N)    113 00 01.41224(W)     ADJUSTED  
 DV2216* NAVD 88     -       736.5    (meters)    2416.     (feet)  VERTCON   
 DV2216  ___________________________________________________________________
 DV2216  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 DV2216  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV2216  HORZ ORDER  -  SECOND
 DV2216
 DV2216.The horizontal coordinates were established by classical geodetic methods
 DV2216.and adjusted by the National Geodetic Survey in August 1993.
 DV2216
 DV2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2216
 DV2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2216
 DV2216.The geoid height was determined by GEOID03.
 DV2216
 DV2216;                    North         East     Units Scale Factor Converg.
 DV2216;SPC AZ C     -   327,413.940   113,187.009   MT  1.00002366   -0 36 18.9
 DV2216;SPC AZ C     - 1,074,192.72    371,348.45   iFT  1.00002366   -0 36 18.9
 DV2216;UTM  12      - 3,758,191.253   315,141.341   MT  1.00002128   -1 07 02.7
 DV2216
 DV2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2216!SPC AZ C     -   0.99988906  x   1.00002366  =   0.99991272
 DV2216!UTM  12      -   0.99988906  x   1.00002128  =   0.99991034
 DV2216
 DV2216|---------------------------------------------------------------------|
 DV2216| PID    Reference Object                     Distance      Geod. Az  |
 DV2216|                                                           dddmmss.s |
 DV2216| CS6630 ECHEVERRIA RM 3                       7.950 METERS 00043     |
 DV2216| CH5115 ECHEVERRIA RM 1                      13.525 METERS 18921     |
 DV2216| CH5116 ECHEVERRIA RM 2                      14.479 METERS 30426     |
 DV2216| CH5114 T7N R7W SECS 8 9 16 17                             3591807.9 |
 DV2216|---------------------------------------------------------------------|
 DV2216
 DV2216                          SUPERSEDED SURVEY CONTROL
 DV2216
 DV2216  NAD 83(1986)-  33 56 52.74545(N)    113 00 01.41267(W) AD(       ) 2
 DV2216  NAD 83(1986)-  33 56 52.74630(N)    113 00 01.41575(W) AD(       ) 2
 DV2216  NAD 27      -  33 56 52.64500(N)    112 59 58.75000(W) AD(       ) 2
 DV2216  NGVD 29 (11/27/91)  735.8    (m)         2414.     (f) VERT ANG    3  
 DV2216
 DV2216.Superseded values are not recommended for survey control.
 DV2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2216.See file dsdata.txt to determine how the superseded data were derived.
 DV2216
 DV2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1514158191(NAD 83)
 DV2216_MARKER: DS = TRIANGULATION STATION DISK
 DV2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2216+STABILITY: SURFACE MOTION
 DV2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2216+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV2216
 DV2216  HISTORY     - Date     Condition        Report By
 DV2216  HISTORY     - 1948     MONUMENTED       CGS
 DV2216  HISTORY     - 1971     GOOD             NGS
 DV2216  HISTORY     - 1985     GOOD             AZDT
 DV2216  HISTORY     - 20070428 GOOD             GEOCAC
 DV2216
 DV2216                          STATION DESCRIPTION
 DV2216
 DV2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2216'THE STATION IS LOCATED 16.4 MILES WEST OF WICKENBURG, ABOUT
 DV2216'8.5 MILES EAST OF AGUILA, 0.3 MILE NORTH OF U.S. HIGHWAYS 60
 DV2216'AND 70, 26 PACES SOUTHEAST OF GUARD HOUSE AT ENTRANCE TO
 DV2216'AIRPORT, 13 PACES EAST OF CENTER LINE OF ROAD, 7 FEET EAST OF
 DV2216'FENCELINE, 6 FEET EAST OF A 4 X 4 WITNESS POST, PROJECTS
 DV2216'3 INCHES AND IS STAMPED, ECHEVERRIA 1948.
 DV2216'
 DV2216'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2216'STATION, 6 PACES EAST OF CENTER LINE OF ROAD, 1 FOOT EAST OF
 DV2216'FENCE LINE, PROJECTS 3 INCHES AND IS STAMPED, ECHEVERRIA NO
 DV2216'1 1948.
 DV2216'
 DV2216'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2216'STATION, 13 FEET EAST OF CENTER LINE OF ROAD AT AIRPORT ENTRANCE,
 DV2216'5 FEET EAST OF EAST POST AT ENTRANCE, 6 INCHES SOUTH OF FENCE
 DV2216'LINE, FLUSH, AND IS STAMPED, ECHEVERRIA NO 2 1948.
 DV2216'
 DV2216'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE CORNER SURVEY
 DV2216'MARK, IS LOCATED IN A NORTH-SOUTH FENCE LINE, ON THE SOUTH
 DV2216'SIDE OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 10 FEET.
 DV2216'THE MARK IS A CAP ON TOP OF A 2-1/2 INCH IRON PIPE WHICH
 DV2216'PROJECTS 1 FT. AND IS STAMPED, T7N, S8, R7W, S9, S17, S16, 1914,
 DV2216'
 DV2216'TO REACH FROM UNDERPASS IN WICKENBURG.  GO WEST ON U.S. HIGHWAYS
 DV2216'60 AND 70 FOR 16.4 MILES TO A ROAD RIGHT WHICH IS THE ENTRANCE
 DV2216'OF THE ECHEVERRIA AIRPORT.  TURN RIGHT AND GO 0.35 MILES TO
 DV2216'GUARD HOUSE AND STATION ON RIGHT AS DESCRIBED ABOVE.  A DRIVE
 DV2216'STATION.
 DV2216
 DV2216                          STATION RECOVERY (1971)
 DV2216
 DV2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHT)
 DV2216'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED IN GOOD CONDITION
 DV2216'AS DESCRIBED.  ADD-A 5 FT WITNESS POST WITH SIGN WAS DRIVEN
 DV2216'IN THE GROUND 4 FT EAST OF STATION PROJECTS 3 IN THE AZIMUTH
 DV2216'MARK 0.60 MILE NORTH OF THE STATION.
 DV2216
 DV2216                          STATION RECOVERY (1985)
 DV2216
 DV2216'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2216'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 DV2216'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND REFERENCE
 DV2216'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE 1948 ROUTE TO THE STATION IS
 DV2216'ADEQUATE FOR RECOVERY.
 DV2216'
 DV2216'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---ECHEVERRIA NO 3 1948
 DV2216'1984---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DV2216'PROJECTS 4 INCHES.  IT IS 32 FEET EAST OF THE PAVED ROAD LEADING TO
 DV2216'THE OLD AIRPORT AND 15 FEET EAST OF THE RIGHT OF WAY FENCE LINE.
 DV2216
 DV2216                          STATION RECOVERY (2007)
 DV2216
 DV2216'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2216'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 3 WAS LOCATED IN THE
 DV2216'SEARCH, BUT RM 1 WAS OVERLOOKED IF STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0610 ***********************************************************************
 GP0610  DESIGNATION -  ECHO
 GP0610  PID         -  GP0610
 GP0610  STATE/COUNTY-  AZ/COCONINO
 GP0610  USGS QUAD   -  LEES FERRY (1985)
 GP0610
 GP0610                         *CURRENT SURVEY CONTROL
 GP0610  ___________________________________________________________________
 GP0610* NAD 83(1992)-  36 48 38.46816(N)    111 35 22.85272(W)     ADJUSTED  
 GP0610* NAVD 88     -      1657.8    (meters)    5439.     (feet)  VERTCON   
 GP0610  ___________________________________________________________________
 GP0610  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GP0610  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0610  HORZ ORDER  -  SECOND
 GP0610
 GP0610.The horizontal coordinates were established by classical geodetic methods
 GP0610.and adjusted by the National Geodetic Survey in August 1993.
 GP0610
 GP0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0610
 GP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0610
 GP0610.The geoid height was determined by GEOID03.
 GP0610
 GP0610;                    North         East     Units Scale Factor Converg.
 GP0610;SPC AZ C     -   644,512.750   242,534.640   MT  0.99991048   +0 11 45.3
 GP0610;SPC AZ C     - 2,114,543.14    795,717.32   iFT  0.99991048   +0 11 45.3
 GP0610;UTM  12      - 4,074,033.622   447,402.421   MT  0.99963408   -0 21 12.0
 GP0610
 GP0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0610!SPC AZ C     -   0.99974356  x   0.99991048  =   0.99965406
 GP0610!UTM  12      -   0.99974356  x   0.99963408  =   0.99937773
 GP0610
 GP0610:                Primary Azimuth Mark                     Grid Az
 GP0610:SPC AZ C     -  ECHO AZ MK                               017 44 47.6
 GP0610:UTM  12      -  ECHO AZ MK                               018 17 44.9
 GP0610
 GP0610|---------------------------------------------------------------------|
 GP0610| PID    Reference Object                     Distance      Geod. Az  |
 GP0610|                                                           dddmmss.s |
 GP0610| CH3101 ECHO AZ MK                                         0175632.9 |
 GP0610| CH3102 ECHO RM 1                             4.855 METERS 08634     |
 GP0610| GP0602 ECHO RM                               6.585 METERS 13943     |
 GP0610| CH3103 ECHO RM 2                             6.325 METERS 17812     |
 GP0610| GP0617 MARBLE CANYON AIRFLD WINDSOCK       APPROX. 4.8 KM 2723411.4 |
 GP0610|---------------------------------------------------------------------|
 GP0610
 GP0610                          SUPERSEDED SURVEY CONTROL
 GP0610
 GP0610  NAD 83(1986)-  36 48 38.46513(N)    111 35 22.85269(W) AD(       ) 2
 GP0610  NAD 27      -  36 48 38.50680(N)    111 35 20.28117(W) AD(       ) 2
 GP0610  NGVD 29 (07/19/86) 1656.9    (m)         5436.     (f) VERT ANG    3  
 GP0610
 GP0610.Superseded values are not recommended for survey control.
 GP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0610.See file dsdata.txt to determine how the superseded data were derived.
 GP0610
 GP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4740274034(NAD 83)
 GP0610_MARKER: DS = TRIANGULATION STATION DISK
 GP0610_SETTING: 66 = SET IN ROCK OUTCROP
 GP0610_SP_SET: PARTIALLY EXPOSED BEDROCK
 GP0610
 GP0610  HISTORY     - Date     Condition        Report By
 GP0610  HISTORY     - 1947     MONUMENTED       CGS
 GP0610  HISTORY     - 1954     GOOD             USGS
 GP0610
 GP0610                          STATION DESCRIPTION
 GP0610
 GP0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0610'THE STATION IS LOCATED ON THE ECHO CLIFF RANGE, ABOUT 3
 GP0610'MILES EAST OF THE NAVAJO BRIDGE, 1 MILE NORTH OF ECHO PEAK
 GP0610'AND 3/4 MILE SOUTH OF A SHEEP TRAIL LEADING OVER THE CLIFFS.
 GP0610'
 GP0610'THE STATION IS A STANDARD DISK STAMPED ECHO 1947, SET IN
 GP0610'BEDROCK, FLUSH.  IT IS 6 METERS NORTHWEST OF THE HIGHEST
 GP0610'PART OF THE CLIFF, 4 FEET LOWER THAN THE HIGHEST PART OF
 GP0610'THE CLIFF, AND 2 METERS EAST OF THE EDGE OF THE RIM.
 GP0610'
 GP0610'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED ECHO NO 1
 GP0610'1947, SET IN BEDROCK, FLUSH.  IT IS 7 METERS NORTH OF THE
 GP0610'HIGHEST PART OF THE CLIFF, 1 FOOT HIGHER THAN THE STATION,
 GP0610'AND BETWEEN TO BOULDERS.
 GP0610'
 GP0610'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED ECHO NO 2
 GP0610'1947, SET IN BEDROCK, FLUSH.  IT IS 2 METERS EAST OF THE RIM,
 GP0610'2 METERS NORTHWEST OF THE HIGHEST PART OF THE CLIFF, AND 1
 GP0610'FOOT HIGHER THAN THE STATION.
 GP0610'
 GP0610'A BUREAU OF RECLAMATION MARK IS A TACK, SET IN BEDROCK ABOUT
 GP0610'5 METERS NORTH OF THE HIGHEST PART OF THE CLIFF, 8 METERS
 GP0610'EAST OF THE RIM, AND 3 FEET HIGHER THAN THE STATION.
 GP0610'
 GP0610'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ECHO 1947, SET
 GP0610'IN A ROCK OUTCROP, PROJECTING ABOUT 3 FEET.  IT IS IN THE
 GP0610'CENTER OF A LARGE OUTCROP WHICH LIES ALONG THE RIM OF THE
 GP0610'CANYON IN ROUTE TO THE STATION, 4 FEET LOWER THAN THE HIGHEST
 GP0610'PART OF THE OUTCROP.
 GP0610'
 GP0610'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH NORTHEAST
 GP0610'TOWARD ECHO POINT FOR 0.3 MILE TO THE MARK AS DESCRIBED.
 GP0610'
 GP0610'TO REACH THE STATION FROM THE NAVAJO BRIDGE GO EAST AND
 GP0610'SOUTH FOR 1.65 MILES.  TURN LEFT (NORTH) AND CROSS COUNTRY
 GP0610'FOR ABOUT 2 MILES TO A POINT WEST SOUTH WEST OF THE LOWEST
 GP0610'PART OF THE CLIFFS.  PICK UP SHEEP TRAIL AND PACK UP THE
 GP0610'CLIFFS CROSSING THE RIDGE THENCE INTO A DRAW AND UP THE
 GP0610'SECOND RIDGE.  LEAVE THE TRAIL AND PACK SOUTHWEST UP THE
 GP0610'RIDGE TO THE SUMMIT AND THE STATION AS DESCRIBED ABOVE.
 GP0610
 GP0610                          STATION RECOVERY (1954)
 GP0610
 GP0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0610'RECOVERED IN GOOD CONDITION.
 GP0610'
 GP0610'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5948 ***********************************************************************
 DG5948  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5948  DESIGNATION -  ECHO
 DG5948  PID         -  DG5948
 DG5948  STATE/COUNTY-  AZ/COCONINO
 DG5948  USGS QUAD   -  TANNER WELL (1985)
 DG5948
 DG5948                         *CURRENT SURVEY CONTROL
 DG5948  ___________________________________________________________________
 DG5948* NAD 83(2007)-  36 35 20.70702(N)    111 39 29.79820(W)     ADJUSTED  
 DG5948* NAVD 88     -      1622.39   (meters)    5322.8    (feet)  GPS OBS   
 DG5948  ___________________________________________________________________
 DG5948  EPOCH DATE  -        2007.00
 DG5948  X           -  -1,892,808.979 (meters)                     COMP
 DG5948  Y           -  -4,766,519.442 (meters)                     COMP
 DG5948  Z           -   3,781,830.093 (meters)                     COMP
 DG5948  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DG5948  ELLIP HEIGHT-        1599.503 (meters)          (02/10/07) ADJUSTED
 DG5948  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DG5948
 DG5948  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5948  Type    PID    Designation                      North   East  Ellip
 DG5948  -------------------------------------------------------------------
 DG5948  NETWORK DG5948 ECHO                              0.25   0.20   0.57
 DG5948  -------------------------------------------------------------------
 DG5948
 DG5948.The horizontal coordinates were established by GPS observations
 DG5948.and adjusted by the National Geodetic Survey in February 2007.
 DG5948
 DG5948.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5948.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5948.The horizontal coordinates are valid at the epoch date displayed above.
 DG5948.The epoch date for horizontal control is a decimal equivalence
 DG5948.of Year/Month/Day.
 DG5948
 DG5948.The orthometric height was determined by GPS observations and a
 DG5948.high-resolution geoid model.
 DG5948.The orthometric height was determined by GPS observations and a
 DG5948.high-resolution geoid model using precise GPS observation and
 DG5948.processing techniques.
 DG5948
 DG5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5948
 DG5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5948
 DG5948.The ellipsoidal height was determined by GPS observations
 DG5948.and is referenced to NAD 83.
 DG5948
 DG5948.The geoid height was determined by GEOID03.
 DG5948
 DG5948;                    North         East     Units Scale Factor Converg.
 DG5948;SPC AZ C     -   619,904.967   236,480.554   MT  0.99990658   +0 09 14.5
 DG5948;SPC AZ C     - 2,033,808.95    775,854.84   iFT  0.99990658   +0 09 14.5
 DG5948;UTM  12      - 4,049,491.481   441,115.029   MT  0.99964272   -0 23 32.6
 DG5948
 DG5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5948!SPC AZ C     -   0.99974904  x   0.99990658  =   0.99965564
 DG5948!UTM  12      -   0.99974904  x   0.99964272  =   0.99939185
 DG5948
 DG5948                          SUPERSEDED SURVEY CONTROL
 DG5948
 DG5948  NAD 83(1992)-  36 35 20.70680(N)    111 39 29.79776(W) AD(       ) A
 DG5948  ELLIP H (06/28/04) 1599.528  (m)                       GP(       ) 3 2
 DG5948
 DG5948.Superseded values are not recommended for survey control.
 DG5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5948.See file dsdata.txt to determine how the superseded data were derived.
 DG5948
 DG5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4111549491(NAD 83)
 DG5948_MARKER: Z = SEE DESCRIPTION
 DG5948_SETTING: 66 = SET IN ROCK OUTCROP
 DG5948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5948+STABILITY: POSITION/ELEVATION WELL
 DG5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5948+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5948
 DG5948  HISTORY     - Date     Condition        Report By
 DG5948  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5948  HISTORY     - 20050401 GOOD             GRANCN
 DG5948
 DG5948                          STATION DESCRIPTION
 DG5948
 DG5948'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5948'AZ RTE 89 SOUTH OF 89A INTERSECTION AT BITTER SPRINGS TO MILE POST 521
 DG5948'TURN WEST ON DIRT ROAD ON THE SOUTH SIDE OF THE DRAINAGE AT MP 521
 DG5948' 
 DG5948'DRIVE UP TO THE TOP OF THE HILL UNTIL THE ROAD VEERS SOUTH. THE
 DG5948'STATION IS  ACROSS A SMALL DRAINAGE AND SET IN THE HIGHEST POINT OF
 DG5948'THE RISE.
 DG5948' 
 DG5948'THE MONUMENT IS A 5/8 INCH STAINLESS STEEL DIMPLED PIN CEMENTED IN
 DG5948'BEDROCK.  THERE ARE 2 REFERENCE BOLTS OF 1/4 INCH CARRIAGE BOLTS
 DG5948'NEARBY
 DG5948
 DG5948                          STATION RECOVERY (2005)
 DG5948
 DG5948'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0602 ***********************************************************************
 GP0602  DESIGNATION -  ECHO RM
 GP0602  PID         -  GP0602
 GP0602  STATE/COUNTY-  AZ/COCONINO
 GP0602  USGS QUAD   -  LEES FERRY (1985)
 GP0602
 GP0602                         *CURRENT SURVEY CONTROL
 GP0602  ___________________________________________________________________
 GP0602* NAD 83(1992)-  36 48 38.30520(N)    111 35 22.68094(W)     ADJUSTED  
 GP0602* NAVD 88     -      1658.     (meters)    5440.     (feet)  SCALED    
 GP0602  ___________________________________________________________________
 GP0602  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GP0602  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0602  HORZ ORDER  -  SECOND
 GP0602
 GP0602.The horizontal coordinates were established by classical geodetic methods
 GP0602.and adjusted by the National Geodetic Survey in August 1993.
 GP0602
 GP0602.The orthometric height was scaled from a topographic map.
 GP0602
 GP0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0602
 GP0602.The geoid height was determined by GEOID03.
 GP0602
 GP0602;                    North         East     Units Scale Factor Converg.
 GP0602;SPC AZ C     -   644,507.741   242,538.914   MT  0.99991049   +0 11 45.4
 GP0602;SPC AZ C     - 2,114,526.71    795,731.35   iFT  0.99991049   +0 11 45.4
 GP0602;UTM  12      - 4,074,028.574   447,406.647   MT  0.99963408   -0 21 11.9
 GP0602
 GP0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0602!SPC AZ C     -   0.99974354  x   0.99991049  =   0.99965405
 GP0602!UTM  12      -   0.99974354  x   0.99963408  =   0.99937772
 GP0602
 GP0602                          SUPERSEDED SURVEY CONTROL
 GP0602
 GP0602  NAD 83(1986)-  36 48 38.30218(N)    111 35 22.68091(W) AD(       ) 2
 GP0602  NAD 27      -  36 48 38.34380(N)    111 35 20.10940(W) AD(       ) 2
 GP0602
 GP0602.Superseded values are not recommended for survey control.
 GP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0602.See file dsdata.txt to determine how the superseded data were derived.
 GP0602
 GP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4740774029(NAD 83)
 GP0602_MARKER: Z = SEE DESCRIPTION
 GP0602_SETTING: 66 = SET IN ROCK OUTCROP
 GP0602_SP_SET: SET IN BEDROCK
 GP0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0602+STABILITY: POSITION/ELEVATION WELL
 GP0602
 GP0602  HISTORY     - Date     Condition        Report By
 GP0602  HISTORY     - 1947     MONUMENTED       BOR
 GP0602
 GP0602                          STATION DESCRIPTION
 GP0602
 GP0602'DESCRIBED BY US BUREAU OF RECLAMATION 1947
 GP0602'THE STATION ECHO, IS LOCATED ON THE ECHO CLIFF RANGE, ABOUT 3
 GP0602'MILES EAST OF THE NAVAJO BRIDGE, 1 MILE NORTH OF ECHO PEAK
 GP0602'AND 3/4 MILE SOUTH OF A SHEEP TRAIL LEADING OVER THE CLIFFS.
 GP0602'
 GP0602'TO REACH THE STATION FROM THE NAVAJO BRIDGE GO EAST AND
 GP0602'SOUTH FOR 1.65 MILES.  TURN LEFT (NORTH) AND CROSS COUNTRY
 GP0602'FOR ABOUT 2 MILES TO A POINT WEST SOUTH WEST OF THE LOWEST
 GP0602'PART OF THE CLIFFS.  PICK UP SHEEP TRAIL AND PACK UP THE
 GP0602'CLIFFS CROSSING THE RIDGE THENCE INTO A DRAW AND UP THE
 GP0602'SECOND RIDGE.  LEAVE THE TRAIL AND PACK SOUTHWEST UP THE
 GP0602'RIDGE TO THE SUMMIT AND THE STATION AS DESCRIBED ABOVE.
 GP0602'
 GP0602'A BUREAU OF RECLAMATION MARK IS A TACK, SET IN BEDROCK ABOUT
 GP0602'5 METERS NORTH OF THE HIGHEST PART OF THE CLIFF, 8 METERS
 GP0602'EAST OF THE RIM, AND 3 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0997 ***********************************************************************
 ET0997  DESIGNATION -  ECKEL
 ET0997  PID         -  ET0997
 ET0997  STATE/COUNTY-  AZ/YAVAPAI
 ET0997  USGS QUAD   -  SMITH MESA (1986)
 ET0997
 ET0997                         *CURRENT SURVEY CONTROL
 ET0997  ___________________________________________________________________
 ET0997* NAD 83(1992)-  34 42 57.66611(N)    112 46 05.96542(W)     ADJUSTED  
 ET0997* NAVD 88     -      1735.4    (meters)    5694.     (feet)  VERTCON   
 ET0997  ___________________________________________________________________
 ET0997  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 ET0997  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 ET0997  HORZ ORDER  -  FIRST
 ET0997
 ET0997.The horizontal coordinates were established by classical geodetic methods
 ET0997.and adjusted by the National Geodetic Survey in August 1993.
 ET0997
 ET0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0997
 ET0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0997
 ET0997.The geoid height was determined by GEOID03.
 ET0997
 ET0997;                    North         East     Units Scale Factor Converg.
 ET0997;SPC AZ C     -   412,403.210   135,352.922   MT  0.99997498   -0 29 06.2
 ET0997;SPC AZ C     - 1,353,028.90    444,071.27   iFT  0.99997498   -0 29 06.2
 ET0997;UTM  12      - 3,842,974.666   338,072.924   MT  0.99992318   -1 00 26.3
 ET0997
 ET0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0997!SPC AZ C     -   0.99973186  x   0.99997498  =   0.99970684
 ET0997!UTM  12      -   0.99973186  x   0.99992318  =   0.99965506
 ET0997
 ET0997|---------------------------------------------------------------------|
 ET0997| PID    Reference Object                     Distance      Geod. Az  |
 ET0997|                                                           dddmmss.s |
 ET0997| CH3105 ECKEL RM 1                            7.268 METERS 23039     |
 ET0997| CH3106 ECKEL RM 2                            5.712 METERS 29315     |
 ET0997| ET1012 WEATHER BUREAU HOUSE                APPROX.19.1 KM 3135423.4 |
 ET0997| CH3104 ECKEL AZ MK                                        3391534.3 |
 ET0997|---------------------------------------------------------------------|
 ET0997
 ET0997                          SUPERSEDED SURVEY CONTROL
 ET0997
 ET0997  NAD 83(1986)-  34 42 57.66522(N)    112 46 05.96685(W) AD(       ) 1
 ET0997  NAD 27      -  34 42 57.58600(N)    112 46 03.32000(W) AD(       ) 1
 ET0997  NGVD 29 (07/19/86) 1734.5    (m)         5691.     (f) VERT ANG    3  
 ET0997
 ET0997.Superseded values are not recommended for survey control.
 ET0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0997.See file dsdata.txt to determine how the superseded data were derived.
 ET0997
 ET0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3807342975(NAD 83)
 ET0997_MARKER: DS = TRIANGULATION STATION DISK
 ET0997_SETTING: 80 = SET IN A BOULDER
 ET0997_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0997
 ET0997  HISTORY     - Date     Condition        Report By
 ET0997  HISTORY     - 1944     MONUMENTED       CGS
 ET0997  HISTORY     - 1972     GOOD             AZHD
 ET0997
 ET0997                          STATION DESCRIPTION
 ET0997
 ET0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0997'STATION IS ABOUT 16 MILES W AND 13 MILES N OF PRESCOTT.  IT IS
 ET0997'ON A ROCKY HILL THAT LIES ABOUT 1/4 MILE S OF THE ECKEL BUILDINGS
 ET0997'AND IS VISIBLE FROM THERE.
 ET0997'
 ET0997'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER, IS
 ET0997'ABOUT 10 FEET LOWER IN ELEVATION THAN A BOULDER AT THE HIGH
 ET0997'POINT.  STAMPED ECKEL 1944.  STATION MARK IS 14 FEET S OF THE
 ET0997'AFOREMENTIONED LARGE BOULDER THAT FORMS THE HIGHEST POINT.
 ET0997'
 ET0997'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN A
 ET0997'BOULDER AND IS STAMPED ECKEL NO 1 1944.  IT IS ABOUT 2 FEET
 ET0997'HIGHER IN ELEVATION THAN STATION MARK.
 ET0997'
 ET0997'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET0997'AND IS STAMPED ECKEL NO 2 1944.  IT IS ABOUT 2 FEET HIGHER IN
 ET0997'ELEVATION THAN STATION MARK.  IT IS IN A BOULDER BY ITSELF ON A
 ET0997'GROUP OF OTHER BOULDERS.
 ET0997'
 ET0997'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE BOULDER
 ET0997'AND IS STAMPED ECKEL 1944.  IT IS 180 FEET N OF THE NEW ECKEL
 ET0997'HOUSE AND 30 FEET W OF THE FENCE RUNNING N FROM THE HOUSE.
 ET0997'IT IS IN THE LARGE BOULDER THAT IS ON THE EDGE OF THE WASH
 ET0997'ABOUT 12 FEET ABOVE ITS BOTTOM.  A WITNESS POST HAS BEEN PLACED
 ET0997'IN THE FENCE DIRECTLY E OF THE MARK.
 ET0997'
 ET0997'TO REACH STATION FROM PRESCOTT, FOLLOW THE WALNUT CREEK ROAD
 ET0997'FOR 19.0 MILES FROM THE MILLER VALLEY SCHOOL TO A FORK GOING
 ET0997'LEFT JUST BEYOND A CATTLE GUARD.  TAKE THE LEFT FORK AND CONTINUE
 ET0997'ON THE WELL MARKED ROAD TOWARD THE SPIDER RANCH FOR 8.0 MILES
 ET0997'TO A RIGHT FORK AT A LARGE POST CORRAL, TAKE THE RIGHT FORK
 ET0997'AND CONTINUE FOR 2.9 MILES TO THE ECKEL RANCH AND THE END OF
 ET0997'TRUCK TRAVEL.  FROM HERE THE PEAK CAN BE SEEN AS THE FIRST
 ET0997'ROCKY PEAK TO THE S ABOUT 1/4 MILE AWAY.  PACK TO THE S AND UP
 ET0997'TO THE TOP AND THE STATION.
 ET0997
 ET0997                          STATION RECOVERY (1972)
 ET0997
 ET0997'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0997'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0562 ***********************************************************************
 DV0562  DESIGNATION -  EDGE
 DV0562  PID         -  DV0562
 DV0562  STATE/COUNTY-  AZ/MARICOPA
 DV0562  USGS QUAD   -  FOWLER (1982)
 DV0562
 DV0562                         *CURRENT SURVEY CONTROL
 DV0562  ___________________________________________________________________
 DV0562* NAD 83(1992)-  33 27 17.57636(N)    112 13 15.34345(W)     ADJUSTED  
 DV0562* NAVD 88     -       316.059  (meters)    1036.94   (feet)  ADJUSTED  
 DV0562  ___________________________________________________________________
 DV0562  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DV0562  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV0562  DYNAMIC HT  -         315.689 (meters)    1035.72  (feet)  COMP
 DV0562  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DV0562
 DV0562  HORZ ORDER  -  FIRST
 DV0562  VERT ORDER  -  FIRST     CLASS II
 DV0562
 DV0562.The horizontal coordinates were established by classical geodetic methods
 DV0562.and adjusted by the National Geodetic Survey in August 1993.
 DV0562
 DV0562.The orthometric height was determined by differential leveling
 DV0562.and adjusted in November 1993.
 DV0562
 DV0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0562
 DV0562.The geoid height was determined by GEOID03.
 DV0562
 DV0562.The dynamic height is computed by dividing the NAVD 88
 DV0562.geopotential number by the normal gravity value computed on the
 DV0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0562.degrees latitude (g = 980.6199 gals.).
 DV0562
 DV0562.The modeled gravity was interpolated from observed gravity values.
 DV0562
 DV0562;                    North         East     Units Scale Factor Converg.
 DV0562;SPC AZ C     -   272,238.221   185,075.312   MT  0.99990986   -0 10 03.8
 DV0562;SPC AZ C     -   893,170.02    607,202.47   iFT  0.99990986   -0 10 03.8
 DV0562;UTM  12      - 3,702,383.625   386,531.385   MT  0.99975873   -0 40 23.3
 DV0562
 DV0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0562!SPC AZ C     -   0.99995513  x   0.99990986  =   0.99986499
 DV0562!UTM  12      -   0.99995513  x   0.99975873  =   0.99971387
 DV0562
 DV0562|---------------------------------------------------------------------|
 DV0562| PID    Reference Object                     Distance      Geod. Az  |
 DV0562|                                                           dddmmss.s |
 DV0562| DV0560 EDGE RM 1                             8.411 METERS 00128     |
 DV0562| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX.13.6 KM 0895203.5 |
 DV0562| DV2097 PHOENIX PUB SER CO TANK             APPROX. 6.3 KM 1022057.5 |
 DV0562| CH5117 EDGE AZ MK                                         1340158.4 |
 DV0562| DV0561 EDGE RM 2                             5.632 METERS 18137     |
 DV0562|---------------------------------------------------------------------|
 DV0562
 DV0562                          SUPERSEDED SURVEY CONTROL
 DV0562
 DV0562  NAD 83(1986)-  33 27 17.56978(N)    112 13 15.35040(W) AD(       ) 1
 DV0562  NAD 27      -  33 27 17.41560(N)    112 13 12.80090(W) AD(       ) 1
 DV0562  NGVD 29 (??/??/92)  315.462  (m)         1034.98   (f) ADJ UNCH    1 2
 DV0562
 DV0562.Superseded values are not recommended for survey control.
 DV0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0562.See file dsdata.txt to determine how the superseded data were derived.
 DV0562
 DV0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8653102384(NAD 83)
 DV0562_MARKER: DE = TRAVERSE STATION DISK
 DV0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0562_STAMPING: EDGE 1963
 DV0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0562+STABILITY: SURFACE MOTION
 DV0562
 DV0562  HISTORY     - Date     Condition        Report By
 DV0562  HISTORY     - 1963     MONUMENTED       CGS
 DV0562  HISTORY     - 1963     GOOD             CGS
 DV0562  HISTORY     - 1981     GOOD             AZDT
 DV0562  HISTORY     - 1982     GOOD             AZDT
 DV0562  HISTORY     - 1986     GOOD             LOCSUR
 DV0562  HISTORY     - 20070718 MARK NOT FOUND   GEOCAC
 DV0562
 DV0562                          STATION DESCRIPTION
 DV0562
 DV0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0562'STATION IS LOCATED ABOUT 8 MILES WEST OF THE CENTER OF PHOENIX,
 DV0562'ABOUT 3/4 MILE SOUTH OF WEST MC DOWELL ROAD, ABOUT 1/4 MILE
 DV0562'NORTH OF WEST VAN BUREN STREET AND ON THE EAST RIGHT-OF-WAY
 DV0562'OF 75TH AVENUE.
 DV0562'
 DV0562'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 75TH
 DV0562'AVENUE IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 75TH
 DV0562'AVENUE FOR 1.0 MILE TO WEST VAN BUREN STREET, CONTINUE NORTH
 DV0562'ON 75TH AVENUE FOR 0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 DV0562'
 DV0562'STATION MARK, A STANDARD TRAVERSE DISK STAMPED EDGE 1963,
 DV0562'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DV0562'WITH THE SURFACE OF THE GROUND.  THE MARK IS 36.5 FEET EAST OF
 DV0562'CENTER OF 75TH AVENUE, 35.3 FEET WEST OF A FENCE, 23.5 FEET
 DV0562'NORTH OF A POWER POLE AND 2.6 FEET SOUTH-SOUTHEAST OF THE
 DV0562'WITNESS POST.
 DV0562'
 DV0562'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED EDGE NO 1
 DV0562'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV0562'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 51 FEET
 DV0562'NORTH OF A POWER POLE, 36.5 FEET EAST OF THE CENTER OF 75TH
 DV0562'AVENUE, 35.3 FEET WEST OF A FENCE AND 25 FEET NORTH OF THE
 DV0562'WITNESS POST.
 DV0562'
 DV0562'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED EDGE NO 2
 DV0562'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PRJECTS
 DV0562'ABOUT 1 INCH.  THE MARK IS 36.5 FEET EAST OF THE CENTER OF
 DV0562'75TH AVENUE, 35.3 FEET WEST OF A FENCE, 21 FEET SOUTH OF THE
 DV0562'WITNESS POST AND 5 FEET NORTH OF A POWER POLE.
 DV0562'
 DV0562'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EDGE 1963, IS
 DV0562'SET IN A DRILL HOLE IN THE WEST CURB OF A BRIDGE OVER A CANAL.
 DV0562'THE MARK IS IN THE SOUTHWEST CORNER OF BRIDGE, 80 FEET NORTH
 DV0562'OF THE NORTHEAST EDGE OF HOUSE, 40.6 FEET SOUTH OF THE CENTER
 DV0562'OF WEST VAN BUREN STREET, 6.5 FEET WEST OF CENTER OF DRIVEWAY
 DV0562'AND 1.5 FEET NORTH OF THE SOUTHWEST CORNER OF BRIDGE.
 DV0562'
 DV0562'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON 75TH
 DV0562'AVENUE FOR 0.3 MILE TO WEST VAN BUREN STREET, TURN LEFT AND
 DV0562'GO EAST FOR 0.25 MILE TO THE AZIMUTH MARK IN CONCRETE BRIDGE
 DV0562'OVER CANAL ON RIGHT.
 DV0562'
 DV0562'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0562
 DV0562                          STATION RECOVERY (1963)
 DV0562
 DV0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0562'IN PHOENIX.
 DV0562'0.7 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0562'PACIFIC CO. RAILROAD, NEAR A FENCE CORNER EAST OF THE ROAD, 36 FEET
 DV0562'EAST OF THE CENTER OF 75TH AVENUE, 105 FEET SOUTH OF THE FENCE CORNER,
 DV0562'15 FEET EAST OF A FENCE, 23 FEET NORTH OF THE EAST ONE OF A DOUBLE
 DV0562'POWER POLE, 2.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 0.5 FOOT
 DV0562'ABOVE THE LEVEL OF THE AVENUE, AND SET IN TOP OF A CONCRETE POST
 DV0562'PROJECTING 2 INCHES.
 DV0562
 DV0562                          STATION RECOVERY (1981)
 DV0562
 DV0562'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0562'6.2 MI (10.0 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0562'INTERSECTION OF INTERSTATE 17 TO 75TH AVENUE, THENCE SOUTH 0.75 MILES
 DV0562'(1.21 KM) TO THE MARK ON THE LEFT, A STANDARD CGS BRASS CAP IN A
 DV0562'CONCRETE POST 0.5 FT (0.2 M) BELOW SURFACE.  23.0 FT (7.01 M)
 DV0562'NORTH OF POWER POLE WITH WITNESS SIGN ON NORTH FACE, 29.6 FT (9.02 M)
 DV0562'EAST OF CENTERLINE OF 75TH AVENUE, 3.0 FT (0.91 M) SOUTH OF OLD
 DV0562'WITNESS POST AND SIGN.
 DV0562
 DV0562                          STATION RECOVERY (1982)
 DV0562
 DV0562'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV0562'THE STATION WAS RECOVERED AS DESCRIBED IN 1963.  THE AZIMUTH MARK WAS
 DV0562'SEARCHED FOR AND NOT RECOVERED.  THE ROUTE TO THE STATION IS ADEQUATE.
 DV0562
 DV0562                          STATION RECOVERY (1986)
 DV0562
 DV0562'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0562'RECOVERED IN GOOD CONDITION.
 DV0562
 DV0562                          STATION RECOVERY (2007)
 DV0562
 DV0562'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0562'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0562'MARK.
 DV0562'THE ROAD HAS BEEN WIDENED, AND THE AREA EAST OF THE ROAD HAS BEEN
 DV0562'HEAVILY LANDSCAPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0337 ***********************************************************************
 GQ0337  DESIGNATION -  EDGE
 GQ0337  PID         -  GQ0337
 GQ0337  STATE/COUNTY-  AZ/MOHAVE
 GQ0337  USGS QUAD   -  ROBINSON CANYON (1988)
 GQ0337
 GQ0337                         *CURRENT SURVEY CONTROL
 GQ0337  ___________________________________________________________________
 GQ0337* NAD 83(1992)-  36 35 36.14215(N)    112 45 47.20746(W)     ADJUSTED  
 GQ0337* NAVD 88     -      1644.7    (meters)    5396.     (feet)  VERTCON   
 GQ0337  ___________________________________________________________________
 GQ0337  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GQ0337  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GQ0337  HORZ ORDER  -  SECOND
 GQ0337
 GQ0337.The horizontal coordinates were established by classical geodetic methods
 GQ0337.and adjusted by the National Geodetic Survey in August 1993.
 GQ0337
 GQ0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0337
 GQ0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0337
 GQ0337.The geoid height was determined by GEOID03.
 GQ0337
 GQ0337;                    North         East     Units Scale Factor Converg.
 GQ0337;SPC AZ W     -   620,823.699   301,665.388   MT  1.00002937   +0 35 18.1
 GQ0337;SPC AZ W     - 2,036,823.16    989,715.84   iFT  1.00002937   +0 35 18.1
 GQ0337;SPC AZ C     -   620,683.143   137,623.847   MT  0.99997065   -0 30 16.6
 GQ0337;SPC AZ C     - 2,036,362.02    451,521.81   iFT  0.99997065   -0 30 16.6
 GQ0337;UTM  12      - 4,051,212.274   342,286.456   MT  0.99990645   -1 03 04.6
 GQ0337
 GQ0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0337!SPC AZ W     -   0.99974555  x   1.00002937  =   0.99977491
 GQ0337!SPC AZ C     -   0.99974555  x   0.99997065  =   0.99971621
 GQ0337!UTM  12      -   0.99974555  x   0.99990645  =   0.99965202
 GQ0337
 GQ0337|---------------------------------------------------------------------|
 GQ0337| PID    Reference Object                     Distance      Geod. Az  |
 GQ0337|                                                           dddmmss.s |
 GQ0337| CH3108 EDGE RM 1                             9.777 METERS 03502     |
 GQ0337| CH3107 EDGE AZ MK                                         0572352.5 |
 GQ0337| CH3109 EDGE RM 2                            10.863 METERS 14510     |
 GQ0337|---------------------------------------------------------------------|
 GQ0337
 GQ0337                          SUPERSEDED SURVEY CONTROL
 GQ0337
 GQ0337  NAD 83(1986)-  36 35 36.13750(N)    112 45 47.20434(W) AD(       ) 2
 GQ0337  NAD 27      -  36 35 36.18700(N)    112 45 44.50300(W) AD(       ) 2
 GQ0337  NGVD 29 (07/19/86) 1643.8    (m)         5393.     (f) VERT ANG    3  
 GQ0337
 GQ0337.Superseded values are not recommended for survey control.
 GQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0337.See file dsdata.txt to determine how the superseded data were derived.
 GQ0337
 GQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4228651212(NAD 83)
 GQ0337_MARKER: DS = TRIANGULATION STATION DISK
 GQ0337_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0337
 GQ0337  HISTORY     - Date     Condition        Report By
 GQ0337  HISTORY     - 1953     MONUMENTED       CGS
 GQ0337  HISTORY     - 1972     GOOD             AZHD
 GQ0337
 GQ0337                          STATION DESCRIPTION
 GQ0337
 GQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0337'THE STATION IS LOCATED ON A ROUND BARE HILL AT THE SOUTH END
 GQ0337'OF A NORTH-SOUTH VALLEY.  IT IS ABOUT 19 MILES, AIRLINE,
 GQ0337'NORTH OF THE COLORADO RIVER, 17 MILES, AIRLINE, SOUTH OF
 GQ0337'PIPE SPRINGS, ABOUT 8 MILES WEST OF THE JUMPUP RANGER STATION
 GQ0337'AND ABOUT 6 MILES EAST-SOUTHEAST OF HACKS RESERVOIR.
 GQ0337'
 GQ0337'TO REACH FROM THE JUNCTION OF THE PIPE SPRINGS ROAD AND U.S.
 GQ0337'HIGHWAY 89 WHICH IS 1 BLOCK NORTH OF THE ARIZONA HIGHWAY
 GQ0337'CHECKING STATION IN FREDONIA, GO WEST ON THE PIPE SPRINGS
 GQ0337'ROAD FOR 8.2 MILES TO A FORK.  TAKE THE LEFT FORK (THIS IS
 GQ0337'THE GRAND CANYON NATIONAL MONUMENT ROAD) AND GO FOR 3.9 MILES
 GQ0337'TO A STOCK GUARD.  CROSS AND CONTINUE SOUTH FOR 8.5 MILES TO A
 GQ0337'STOCK GUARD.  CROSS AND CONTINUE SOUTHWEST FOR 2.5 MILES TO
 GQ0337'A Y FORK AT THE TOP OF A RISE AND A SIGN GRAND CANYON NATIONAL
 GQ0337'MONUMENT.  TURN LEFT OFF OF THE MAIN ROAD AND FOLLOW THE
 GQ0337'BLADED ROAD SOUTH-SOUTHWEST FOR 1.6 MILES TO A GATE.  PASS
 GQ0337'THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR 1.9
 GQ0337'MILES TO A WINDMILL AND A RESERVOIR.  HERE TURN RIGHT ON THE
 GQ0337'MAIN ROAD AND GO SOUTH-SOUTHWEST FOR 3.4 MILES TO A
 GQ0337'RESERVOIR AND CORRALS ON THE LEFT.  CONTINUE SOUTH UP THE
 GQ0337'VALLEY FOR 1.2 MILES TO THE TOP OF A SADDLE AND A DIM
 GQ0337'CROSSROADS.  TURN RIGHT AND FOLLOW THE DIM TRACKS WEST
 GQ0337'FOR 0.25 MILE TO THE TOP OF THE HILL AND STATION.
 GQ0337'
 GQ0337'THE STATION IS A STANDARD DISK STAMPED EDGE 1953.  IT IS
 GQ0337'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  THE
 GQ0337'STATION IS ABOUT 0.25 MILE WEST OF A USED TRACK ROAD AND AT
 GQ0337'THE END OF THE DIM TRACK ROAD, WHERE IT ENDED AT AN OLD SHEEP
 GQ0337'CAMP.  IT IS 10 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GQ0337'
 GQ0337'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EDGE NO 1 1953.
 GQ0337'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0337'
 GQ0337'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EDGE NO 2 1953.
 GQ0337'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 2
 GQ0337'INCHES.
 GQ0337'
 GQ0337'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EDGE 1953.  IT
 GQ0337'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT
 GQ0337'IS LOCATED ON A ROUND HILLTOP WHICH HAS A FEW TREES AND ROCK
 GQ0337'AROUND ON TOP.  THIS HILL IS AT THE EAST END OF A RIDGE AND
 GQ0337'THE STATION IS AT THE WEST END OF HILL.  IT IS 0.3 MILE EAST
 GQ0337'OF THE MAIN ROAD AND 4 FEET EAST OF A SMALL CAIRN.  TO REACH
 GQ0337'FROM THE CROSSROADS IN THE SADDLE, TURN LEFT AND GO EAST FOR
 GQ0337'0.3 MILE TO THE HIGHEST POINT AND THE MARK AS DESCRIBED.
 GQ0337
 GQ0337                          STATION RECOVERY (1972)
 GQ0337
 GQ0337'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0337'GENERAL LOCATION ABOUT 19 MILES AIRLINE N. OF THE COLORADO
 GQ0337'RIVER AND ABOUT 17 MILES AIRLINE S. OF PIPE SPRINGS AND ABOUT
 GQ0337'6 MILES ESE OF HACKS RESERVOIR
 GQ0337'
 GQ0337'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0337'
 GQ0337'STATION MARK STD USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 GQ0337'STAMPED EDGE 1953
 GQ0337'
 GQ0337'REFERENCE MARKS STD USC AND GS BCS SET IN DRILL HOLES IN
 GQ0337'BEDROCK STAMPED EDGE NO 1 1953 AND EDGE NO 2 1953 COND. GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0739 ***********************************************************************
 FQ0739  DESIGNATION -  EDGE
 FQ0739  PID         -  FQ0739
 FQ0739  STATE/COUNTY-  AZ/NAVAJO
 FQ0739  USGS QUAD   -  RINCON RANCH (1986)
 FQ0739
 FQ0739                         *CURRENT SURVEY CONTROL
 FQ0739  ___________________________________________________________________
 FQ0739* NAD 83(1992)-  35 07 28.31286(N)    110 30 37.41216(W)     ADJUSTED  
 FQ0739* NAVD 88     -      1626.62   (+/-2cm)    5336.7    (feet)  VERTCON   
 FQ0739  ___________________________________________________________________
 FQ0739  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 FQ0739  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0739  HORZ ORDER  -  FIRST
 FQ0739  VERT ORDER  -  THIRD ? (See Below)
 FQ0739
 FQ0739.The horizontal coordinates were established by classical geodetic methods
 FQ0739.and adjusted by the National Geodetic Survey in August 1993.
 FQ0739
 FQ0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0739.The vertical order pertains to the NGVD 29 superseded value.
 FQ0739
 FQ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0739
 FQ0739.The geoid height was determined by GEOID03.
 FQ0739
 FQ0739;                    North         East     Units Scale Factor Converg.
 FQ0739;SPC AZ E     -   457,442.622   182,032.601   MT  0.99991209   -0 11 52.0
 FQ0739;SPC AZ E     - 1,500,796.00    597,219.82   iFT  0.99991209   -0 11 52.0
 FQ0739;UTM  12      - 3,886,962.925   544,609.907   MT  0.99962453   +0 16 54.1
 FQ0739
 FQ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0739!SPC AZ E     -   0.99974849  x   0.99991209  =   0.99966061
 FQ0739!UTM  12      -   0.99974849  x   0.99962453  =   0.99937312
 FQ0739
 FQ0739|---------------------------------------------------------------------|
 FQ0739| PID    Reference Object                     Distance      Geod. Az  |
 FQ0739|                                                           dddmmss.s |
 FQ0739| CD3380 EDGE RM 1                            11.189 METERS 13559     |
 FQ0739| CD3379 EDGE AZ MK                                         2111734.1 |
 FQ0739| CD3381 EDGE RM 2                            13.216 METERS 23006     |
 FQ0739| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.43.6 KM 2620535.3 |
 FQ0739| FQ0600 LOS ANGELES ALBUQ AWY BCN 43 B      APPROX.64.4 KM 2683248.1 |
 FQ0739|---------------------------------------------------------------------|
 FQ0739
 FQ0739                          SUPERSEDED SURVEY CONTROL
 FQ0739
 FQ0739  NAD 83(1986)-  35 07 28.30724(N)    110 30 37.41469(W) AD(       ) 1
 FQ0739  NAD 27      -  35 07 28.24300(N)    110 30 34.94800(W) AD(       ) 1
 FQ0739  NGVD 29 (07/19/86) 1625.84   (m)         5334.1    (f) LEVELING    3  
 FQ0739
 FQ0739.Superseded values are not recommended for survey control.
 FQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0739.See file dsdata.txt to determine how the superseded data were derived.
 FQ0739
 FQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4461086963(NAD 83)
 FQ0739_MARKER: DS = TRIANGULATION STATION DISK
 FQ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0739
 FQ0739  HISTORY     - Date     Condition        Report By
 FQ0739  HISTORY     - 1936     MONUMENTED       CGS
 FQ0739  HISTORY     - 1941     GOOD             CGS
 FQ0739  HISTORY     - 1956     GOOD             CGS
 FQ0739  HISTORY     - 1959     GOOD             CGS
 FQ0739  HISTORY     - 1972     GOOD             USGS
 FQ0739  HISTORY     - 1979     GOOD             AZDT
 FQ0739
 FQ0739                          STATION DESCRIPTION
 FQ0739
 FQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0739'TWELVE AND ONE-HALF MILES NORTHEAST OF WINSLOW, ABOUT 12-1/2
 FQ0739'MILES NORTHEAST OF MANILA, 8-1/2 MILES NORTH OF U.S. HIGHWAY
 FQ0739'66, 4 MILES SOUTH OF THE SOUTHERN BOUNDARY OF THE NAVAJO
 FQ0739'INDIAN RESERVATION, AT THE NORTHWEST EDGE OF IVES MESA, JUST
 FQ0739'EAST OF THE LITTLE COLORADO RIVER BASIN, 150 YARDS NORTHWEST
 FQ0739'OF THE HOBSON-WALPI GRADED ROAD, ON A LOW SAND RIDGE, ABOUT
 FQ0739'50 YARDS SOUTHEAST OF THE POINT WHERE IVES MESA DROPS OFF
 FQ0739'INTO THE BADLANDS OF THE RIVER BASIN, ABOUT 100 YARDS
 FQ0739'SOUTHWEST OF A SLIGHTLY HIGHER POINT OF THE RIDGE, AT THE
 FQ0739'NORTHWEST END OF A TRACK ROAD LEADING FROM THE HOBSON-WALPI
 FQ0739'GRADED ROAD.
 FQ0739'
 FQ0739'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, AT THE
 FQ0739'NORTHWEST EDGE OF THE TRACK ROAD.
 FQ0739'
 FQ0739'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ALONG THE
 FQ0739'CREST OF THE SAND RIDGE.
 FQ0739'
 FQ0739'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION,
 FQ0739'ON THE HOBSON-WALPI GRADED ROAD, 1.3 MILES NORTHEAST ALONG THE
 FQ0739'ROAD FROM A CATTLE GUARD, 20 FEET NORTH-NORTHWEST OF THE CENTER
 FQ0739'OF THE ROAD.
 FQ0739'
 FQ0739'TO REACH THE STATION FROM THE CITY HALL AT WINSLOW, GO EAST
 FQ0739'ON U.S. HIGHWAY 66 FOR 3.5 MILES, OR 0.7 MILE PAST THE END
 FQ0739'OF THE BRIDGE OVER THE LITTLE COLORADO RIVER, AND TURN LEFT
 FQ0739'(NORTH) ON THE GRADED ROAD TO WALPI AT THE SHELL SERVICE STATION
 FQ0739'AT HOBSON, THENCE NORTHEAST ON THE MAIN GRADED ROAD FOR 11.5
 FQ0739'MILES, OR 1.6 MILES PAST CATTLE GUARD, AND TURN LEFT (NORTHWEST)
 FQ0739'ON A DIM TRACK ROAD, THENCE 0.1 MILE TO THE END OF THE ROAD
 FQ0739'AT A SAND RIDGE AND THE STATION, ABOUT 50 FEET WEST.
 FQ0739'
 FQ0739'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 FQ0739'SET IN CONCRETE.
 FQ0739'
 FQ0739'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FQ0739
 FQ0739                          STATION RECOVERY (1941)
 FQ0739
 FQ0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EBP)
 FQ0739'AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FQ0739'THE SURFACE STATION MARK HAD BEEN ATTACHED TO THE 4-FT. STAND
 FQ0739'BY ANCHOR STAKES DRIVEN INTO THE WET CONCRETE.  WIND AND PROWLING
 FQ0739'LIVESTOCK HAVE TILTED THE STAND AND MARK CONSIDERABLY FROM
 FQ0739'THE TRUE POSITION.  THE SUBSURFACE MARK WAS RECOVERED IN APPARENT
 FQ0739'GOOD CONDITION.  ITS POSITION WAS HELD WHILE BOTH THE SURFACE
 FQ0739'AND SUBSURFACE MARKS WERE RESET ABOUT 18 IN. LOWER THAN SET
 FQ0739'IN 1936.  STATION IS NOW REPORTED AS IN GOOD CONDITION.  NO
 FQ0739'ADDITIONAL ROUTE DESCRIPTION IS REQUIRED.
 FQ0739
 FQ0739                          STATION RECOVERY (1956)
 FQ0739
 FQ0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 FQ0739'THE STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 FQ0739'RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1936 DESCRIPTION
 FQ0739'IS ADEQUATE.
 FQ0739
 FQ0739                          STATION RECOVERY (1959)
 FQ0739
 FQ0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0739'STATION WAS RECOVERED AND ALL THE MARKS FOUND IN GOOD CONDITION
 FQ0739'AS DESCRIBED.
 FQ0739'
 FQ0739'REACHED FROM THE POST OFFICE AT WINSLOW, GO SOUTH ONE BLOCK,
 FQ0739'TURN LEFT, EAST, ON U.S. HIGHWAY 66.  GO EAST TOWARD HOLBROOK
 FQ0739'FOR 3.5 MILES TO A T-ROAD ON THE LEFT, TURN LEFT, GO NORTHEAST
 FQ0739'ON A GRADED ROAD FOR 11.1 MILES TO THE STATION AZIMUTH MARK ON
 FQ0739'THE LEFT, NORTH, CONTINUE AHEAD ON THE GRADED ROAD FOR 0.4
 FQ0739'MILE TO A DIM TRACK ROAD ON THE LEFT, NORTH, TURN LEFT, GO
 FQ0739'NORTHWEST FOR 0.1 MILE TO THE END OF THE TRACK ROAD AND THE
 FQ0739'STATION.
 FQ0739
 FQ0739                          STATION RECOVERY (1972)
 FQ0739
 FQ0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JRM)
 FQ0739'NEW TO REACH DISCRIPTION TO FOLLOW--
 FQ0739'
 FQ0739'FROM THE POST OFFICE IN WINSLOW, ARIZONA, GO EAST ON U.S. HIGHWAY
 FQ0739'66 FOR 3.5 MILES TO JUNCTION OF U.S. 66 AND STATE HIGHWAY 87.
 FQ0739'TURN LEFT AND GO NORTH FOR ABOUT 10.2 MILES TO METAL CATTLEGUARD
 FQ0739'IN FENCE TO THE LEFT SIDE OF THE HIGHWAY.  PASS THROUGH
 FQ0739'CATTLEGUARD AND PROCEED WEST ON DIRT ROAD FOR ABOUT 0.1 MILE TO
 FQ0739'AN INTERSECTION.  THERE, TURN RIGHT ON WIDER DIRT ROAD IN
 FQ0739'A NORTHERLY DIRECTION FOR 2.0 MILES AT WHICH TIME A DIM DIRT
 FQ0739'TRACK ROAD WILL APPEAR ON THE LEFT SIDE OF THE ROAD.
 FQ0739'LEFT AND GO WEST FOR 0.1 MILE TO A FENCE WHICH RUNS
 FQ0739'NORTH-SOUTH AND PARRELLES THE RIM WHICH LOOKS TO THE WEST.
 FQ0739'THERE IN THE FENCE IS STATION EDGE.
 FQ0739
 FQ0739                          STATION RECOVERY (1979)
 FQ0739
 FQ0739'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0739'THE STATION IS LOCATED 12.5 AIRLINE MILES NORTHEAST OF WINSLOW AND 5
 FQ0739'MILES SOUTHWEST OF THE BORDER OF THE NAVAJO INDIAN RESERVATION ON THE
 FQ0739'EAST SIDE OF SR 87.
 FQ0739'
 FQ0739'THE STATION IS A STANDARD DISK SET IN CONCRET POST STAMPED---EDGE 1936
 FQ0739'---FOUND IN GOOD CONDITION.
 FQ0739'
 FQ0739'REFERENCE MARK 1 WAS NOT FOUND.
 FQ0739'
 FQ0739'REFERENCE MARK 2 IS A USGS DISK STAMPED---EDGE RM 2---FOUND IN GOOD
 FQ0739'CONDITION.
 FQ0739'
 FQ0739'THE AZIMUTE MARK IS A STANDARD USCANDGS BC SET IN CONCRETE AND FOUND
 FQ0739'AS DESCRIBED.  GOOD CONDITION.
 FQ0739'
 FQ0739'THE ROUTE TO THE STATION REMAINS THE SAME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0250 ***********************************************************************
 GO0250  DESIGNATION -  EDGE
 GO0250  PID         -  GO0250
 GO0250  STATE/COUNTY-  AZ/APACHE
 GO0250  USGS QUAD   -  ROUND ROCK (1982)
 GO0250
 GO0250                         *CURRENT SURVEY CONTROL
 GO0250  ___________________________________________________________________
 GO0250* NAD 83(1992)-  36 32 26.12199(N)    109 27 23.97059(W)     ADJUSTED  
 GO0250* NAVD 88     -      1757.11   (+/-2cm)    5764.8    (feet)  VERTCON   
 GO0250  ___________________________________________________________________
 GO0250  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 GO0250  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GO0250  HORZ ORDER  -  THIRD
 GO0250  VERT ORDER  -  THIRD ? (See Below)
 GO0250
 GO0250.The horizontal coordinates were established by classical geodetic methods
 GO0250.and adjusted by the National Geodetic Survey in August 1993.
 GO0250
 GO0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0250.The vertical order pertains to the NGVD 29 superseded value.
 GO0250
 GO0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0250
 GO0250.The geoid height was determined by GEOID03.
 GO0250
 GO0250;                    North         East     Units Scale Factor Converg.
 GO0250;SPC AZ E     -   614,727.394   276,931.317   MT  0.99994977   +0 25 21.9
 GO0250;SPC AZ E     - 2,016,822.16    908,567.31   iFT  0.99994977   +0 25 21.9
 GO0250;UTM  12      - 4,045,018.374   638,147.090   MT  0.99983513   +0 55 08.5
 GO0250
 GO0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0250!SPC AZ E     -   0.99972751  x   0.99994977  =   0.99967729
 GO0250!UTM  12      -   0.99972751  x   0.99983513  =   0.99956269
 GO0250
 GO0250:                Primary Azimuth Mark                     Grid Az
 GO0250:SPC AZ E     -  HUMP RESET                               182 17 46.1
 GO0250:UTM  12      -  HUMP RESET                               181 47 59.5
 GO0250
 GO0250|---------------------------------------------------------------------|
 GO0250| PID    Reference Object                     Distance      Geod. Az  |
 GO0250|                                                           dddmmss.s |
 GO0250| GO0256 HUMP RESET                          APPROX.17.5 KM 1824308.0 |
 GO0250|---------------------------------------------------------------------|
 GO0250
 GO0250                          SUPERSEDED SURVEY CONTROL
 GO0250
 GO0250  NAD 83(1986)-  36 32 26.12134(N)    109 27 23.97009(W) AD(       ) 3
 GO0250  NGVD 29 (08/22/88) 1756.18   (m)         5761.7    (f) LEVELING    3  
 GO0250
 GO0250.Superseded values are not recommended for survey control.
 GO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0250.See file dsdata.txt to determine how the superseded data were derived.
 GO0250
 GO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3814745018(NAD 83)
 GO0250_MARKER: DS = TRIANGULATION STATION DISK
 GO0250_SETTING: 80 = SET IN A BOULDER
 GO0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0250+STABILITY: SURFACE MOTION
 GO0250
 GO0250  HISTORY     - Date     Condition        Report By
 GO0250  HISTORY     - 1949     MONUMENTED       USGS
 GO0250  HISTORY     - 1955     GOOD             USGS
 GO0250
 GO0250                          STATION DESCRIPTION
 GO0250
 GO0250'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0250'LOCATED ABOUT 15 MI SE. OF ROCK POINT TRADING POST, 6.5 MI E. OF
 GO0250'ROUND ROCK, 2.0 MI NE. OF ROUND ROCK TRADING POST.  ON SOUTH RIM
 GO0250'OF LARGE MESA, 15 FT NE. OF RIM AND 38 FT NW. OF PROMONTORY.
 GO0250'
 GO0250'TO REACH FROM ROUND ROCK TRADING POST, CROSS WASH 4.0 MI NE.
 GO0250'ALONG RDS. ADJACENT TO RIM GOING TO TOP OF MESA.  TURN LEFT AT TOP
 GO0250'BACK ALONG RIM ABOUT 2.0 MI SW. TO STATION ON FIRST POINT, 0.5 MI
 GO0250'NE. OF SOUTHWEST CORNER OF RIM AROUND TOP OF MESA.
 GO0250'
 GO0250'STATION MARK--STANDARD TABLET STAMPED---EDGE 1949---, CEMENTED IN
 GO0250'ROCK LEVEL WITH GROUND.
 GO0250'
 GO0250'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GO0250'
 GO0250'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GO0250
 GO0250                          STATION RECOVERY (1955)
 GO0250
 GO0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0250'RECOVERED AS DESCRIBED BY USGS IN 1949.  ALL MARKS IN GOOD
 GO0250'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1168 ***********************************************************************
 CG1168  DESIGNATION -  EDGE
 CG1168  PID         -  CG1168
 CG1168  STATE/COUNTY-  AZ/COCHISE
 CG1168  USGS QUAD   -  FAIRBANK (1952)
 CG1168
 CG1168                         *CURRENT SURVEY CONTROL
 CG1168  ___________________________________________________________________
 CG1168* NAD 83(1992)-  31 43 10.61312(N)    110 14 24.71065(W)     ADJUSTED  
 CG1168* NAVD 88     -      1265.1    (meters)    4151.     (feet)  VERTCON   
 CG1168  ___________________________________________________________________
 CG1168  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CG1168  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG1168  HORZ ORDER  -  SECOND
 CG1168
 CG1168.The horizontal coordinates were established by classical geodetic methods
 CG1168.and adjusted by the National Geodetic Survey in August 1993.
 CG1168
 CG1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1168
 CG1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1168
 CG1168.The geoid height was determined by GEOID03.
 CG1168
 CG1168;                    North         East     Units Scale Factor Converg.
 CG1168;SPC AZ E     -    79,782.145   206,391.485   MT  0.99990060   -0 02 19.2
 CG1168;SPC AZ E     -   261,752.44    677,137.42   iFT  0.99990060   -0 02 19.2
 CG1168;UTM  12      - 3,509,608.749   571,985.904   MT  0.99966391   +0 23 58.2
 CG1168
 CG1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1168!SPC AZ E     -   0.99980578  x   0.99990060  =   0.99970640
 CG1168!UTM  12      -   0.99980578  x   0.99966391  =   0.99946975
 CG1168
 CG1168|---------------------------------------------------------------------|
 CG1168| PID    Reference Object                     Distance      Geod. Az  |
 CG1168|                                                           dddmmss.s |
 CG1168| CS6109 EDGE RM 1                            10.534 METERS 07511     |
 CG1168| CS6110 EDGE RM 2                            10.658 METERS 25510     |
 CG1168|---------------------------------------------------------------------|
 CG1168
 CG1168                          SUPERSEDED SURVEY CONTROL
 CG1168
 CG1168  NAD 83(1986)-  31 43 10.60611(N)    110 14 24.70447(W) AD(       ) 2
 CG1168  NGVD 29 (06/28/91) 1264.3    (m)         4148.     (f) VERT ANG    3  
 CG1168
 CG1168.Superseded values are not recommended for survey control.
 CG1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1168.See file dsdata.txt to determine how the superseded data were derived.
 CG1168
 CG1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7198609609(NAD 83)
 CG1168_MARKER: DS = TRIANGULATION STATION DISK
 CG1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1168+STABILITY: SURFACE MOTION
 CG1168
 CG1168  HISTORY     - Date     Condition        Report By
 CG1168  HISTORY     - 1986     MONUMENTED       AZDT
 CG1168  HISTORY     - 19981001 GOOD             USPSQD
 CG1168
 CG1168                          STATION DESCRIPTION
 CG1168
 CG1168'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1168'THE STATION IS LOCATED 10 MILES WEST OF TOMBSTONE ALONG THE NORTH SIDE
 CG1168'OF STATE ROUTE 82.
 CG1168'
 CG1168'THE STATION MARK IS AN AZDT DISK STAMPED---EDGE 1986---. IT IS SET IN
 CG1168'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 5 FEET SOUTHEAST OF THE
 CG1168'WITNESS POST AND 3 FEET NORTH OF THE RIGHT OF WAY FENCE.
 CG1168'
 CG1168'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EDGE RM 1 1986---.  IT IS
 CG1168'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 3 FEET SOUTH OF THE
 CG1168'RIGHT OF WAY FENCE.
 CG1168'
 CG1168'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EDGE RM 2 1986---.  IT IS
 CG1168'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 3 FEET SOUTH OF THE
 CG1168'RIGHT OF WAY FENCE.
 CG1168'
 CG1168'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1168'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG1168'ROUTE 82.  TURN RIGHT ALONG STATE ROUTE 82 AND TRAVEL EAST FOR 6.85
 CG1168'MILES TO THE TOP OF A RISE AND STATION ON THE LEFT AT MILE POST 58.45.
 CG1168
 CG1168                          STATION RECOVERY (1998)
 CG1168
 CG1168'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0560 ***********************************************************************
 DV0560  DESIGNATION -  EDGE RM 1
 DV0560  PID         -  DV0560
 DV0560  STATE/COUNTY-  AZ/MARICOPA
 DV0560  USGS QUAD   -  FOWLER (1982)
 DV0560
 DV0560                         *CURRENT SURVEY CONTROL
 DV0560  ___________________________________________________________________
 DV0560* NAD 83(1986)-  33 27 17.     (N)    112 13 15.     (W)     SCALED    
 DV0560* NAVD 88     -       316.10   (+/-2cm)    1037.1    (feet)  VERTCON   
 DV0560  ___________________________________________________________________
 DV0560  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0560
 DV0560.The horizontal coordinates were scaled from a topographic map and have
 DV0560.an estimated accuracy of +/- 6 seconds.
 DV0560
 DV0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0560.The vertical order pertains to the NGVD 29 superseded value.
 DV0560
 DV0560.The geoid height was determined by GEOID03.
 DV0560
 DV0560;                    North         East    Units  Estimated Accuracy
 DV0560;SPC AZ C     -   272,220.      185,080.      MT  (+/- 180 meters Scaled)
 DV0560
 DV0560                          SUPERSEDED SURVEY CONTROL
 DV0560
 DV0560  NGVD 29 (??/??/92)  315.468  (m)         1035.00   (f) ADJ UNCH    2 0
 DV0560
 DV0560.Superseded values are not recommended for survey control.
 DV0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0560.See file dsdata.txt to determine how the superseded data were derived.
 DV0560
 DV0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC865023(NAD 83)
 DV0560_MARKER: DR = REFERENCE MARK DISK
 DV0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0560_STAMPING: EDGE NO 1 1963
 DV0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0560+STABILITY: SURFACE MOTION
 DV0560
 DV0560  HISTORY     - Date     Condition        Report By
 DV0560  HISTORY     - 1963     MONUMENTED       CGS
 DV0560  HISTORY     - 1986     MARK NOT FOUND   LOCSUR
 DV0560  HISTORY     - 20070718 MARK NOT FOUND   GEOCAC
 DV0560
 DV0560                          STATION DESCRIPTION
 DV0560
 DV0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0560'IN PHOENIX.
 DV0560'0.7 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0560'PACIFIC CO. RAILROAD, NEAR A FENCE CORNER EAST OF THE ROAD, 36 FEET
 DV0560'EAST OF THE CENTER OF 75TH AVENUE, 87 FEET SOUTH OF THE FENCE CORNER,
 DV0560'15 FEET EAST OF THE FENCE, 27.5 FEET NORTH OF TRAVERSE STATION EDGE,
 DV0560'25.2 FEET NORTH OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV0560'POST ABOUT FLUSH WITH THE GROUND.
 DV0560
 DV0560                          STATION RECOVERY (1986)
 DV0560
 DV0560'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0560'MARK NOT FOUND.
 DV0560
 DV0560                          STATION RECOVERY (2007)
 DV0560
 DV0560'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0560'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0560'MARK.
 DV0560'THE ROAD HAS BEEN WIDENED, AND THE AREA EAST OF THE ROAD HAS BEEN
 DV0560'HEAVILY LANDSCAPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0561 ***********************************************************************
 DV0561  DESIGNATION -  EDGE RM 2
 DV0561  PID         -  DV0561
 DV0561  STATE/COUNTY-  AZ/MARICOPA
 DV0561  USGS QUAD   -  FOWLER (1982)
 DV0561
 DV0561                         *CURRENT SURVEY CONTROL
 DV0561  ___________________________________________________________________
 DV0561* NAD 83(1986)-  33 27 17.     (N)    112 13 16.     (W)     SCALED    
 DV0561* NAVD 88     -       316.180  (meters)    1037.33   (feet)  ADJUSTED  
 DV0561  ___________________________________________________________________
 DV0561  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV0561  DYNAMIC HT  -         315.811 (meters)    1036.12  (feet)  COMP
 DV0561  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 DV0561
 DV0561  VERT ORDER  -  FIRST     CLASS II
 DV0561
 DV0561.The horizontal coordinates were scaled from a topographic map and have
 DV0561.an estimated accuracy of +/- 6 seconds.
 DV0561
 DV0561.The orthometric height was determined by differential leveling
 DV0561.and adjusted in November 1993.
 DV0561
 DV0561.The geoid height was determined by GEOID03.
 DV0561
 DV0561.The dynamic height is computed by dividing the NAVD 88
 DV0561.geopotential number by the normal gravity value computed on the
 DV0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0561.degrees latitude (g = 980.6199 gals.).
 DV0561
 DV0561.The modeled gravity was interpolated from observed gravity values.
 DV0561
 DV0561;                    North         East    Units  Estimated Accuracy
 DV0561;SPC AZ C     -   272,220.      185,060.      MT  (+/- 180 meters Scaled)
 DV0561
 DV0561                          SUPERSEDED SURVEY CONTROL
 DV0561
 DV0561  NGVD 29 (??/??/92)  315.577  (m)         1035.36   (f) ADJ UNCH    1 2
 DV0561
 DV0561.Superseded values are not recommended for survey control.
 DV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0561.See file dsdata.txt to determine how the superseded data were derived.
 DV0561
 DV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC865023(NAD 83)
 DV0561_MARKER: DR = REFERENCE MARK DISK
 DV0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0561_STAMPING: EDGE NO 2 1963
 DV0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0561+STABILITY: SURFACE MOTION
 DV0561
 DV0561  HISTORY     - Date     Condition        Report By
 DV0561  HISTORY     - 1963     MONUMENTED       CGS
 DV0561  HISTORY     - 1981     GOOD             AZDT
 DV0561  HISTORY     - 1986     GOOD             LOCSUR
 DV0561  HISTORY     - 20070718 MARK NOT FOUND   GEOCAC
 DV0561
 DV0561                          STATION DESCRIPTION
 DV0561
 DV0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0561'IN PHOENIX.
 DV0561'0.7 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0561'PACIFIC CO. RAILROAD, NEAR A FENCE CORNER EAST OF THE ROAD, 36 FEET
 DV0561'EAST OF THE CENTER OF 75TH AVENUE, 133 FEET SOUTH OF THE FENCE CORNER,
 DV0561'15 FEET EAST OF A FENCE, 4.5 FEET NORTH OF THE EAST ONE OF A DOUBLE
 DV0561'POWER POLE, 18.4 FEET SOUTH OF TRAVERSE STATION EDGE, 21.0 FEET SOUTH
 DV0561'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV0561'THE GROUND.
 DV0561
 DV0561                          STATION RECOVERY (1981)
 DV0561
 DV0561'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0561'6.2 MI (10.0 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0561'INTERSECTION OF INTERSTATE 17 TO 75TH. AVENUE, THENCE SOUTH 0.75
 DV0561'MI (1.21 KM) TO THE MARK ON LEFT, A STANDARD CGS BRASS CAP IN A
 DV0561'CONCRETE POST FLUSH WITH GROUND.  36.0 FT (10.97 M) EAST OF THE
 DV0561'CENTERLINE OF 75TH. AVENUE, 27.5 FT (8.38 M) NORTH OF TRAVERSE
 DV0561'STATION EDGE.
 DV0561
 DV0561                          STATION RECOVERY (1986)
 DV0561
 DV0561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0561'RECOVERED IN GOOD CONDITION.
 DV0561
 DV0561                          STATION RECOVERY (2007)
 DV0561
 DV0561'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0561'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0561'MARK.
 DV0561'THE ROAD HAS BEEN WIDENED, AND THE AREA EAST OF THE ROAD HAS BEEN
 DV0561'HEAVILY LANDSCAPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1289 ***********************************************************************
 DW1289  DESIGNATION -  EHREN
 DW1289  PID         -  DW1289
 DW1289  STATE/COUNTY-  AZ/LA PAZ
 DW1289  USGS QUAD   -  BLYTHE (1975)
 DW1289
 DW1289                         *CURRENT SURVEY CONTROL
 DW1289  ___________________________________________________________________
 DW1289* NAD 83(1992)-  33 36 17.52825(N)    114 31 51.26905(W)     ADJUSTED  
 DW1289* NAVD 88     -        92.433  (meters)     303.26   (feet)  ADJUSTED  
 DW1289  ___________________________________________________________________
 DW1289  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DW1289  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW1289  DYNAMIC HT  -          92.332 (meters)     302.93  (feet)  COMP
 DW1289  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DW1289
 DW1289  HORZ ORDER  -  THIRD
 DW1289  VERT ORDER  -  FIRST     CLASS II
 DW1289
 DW1289.The horizontal coordinates were established by classical geodetic methods
 DW1289.and adjusted by the National Geodetic Survey in August 1993.
 DW1289
 DW1289.The orthometric height was determined by differential leveling
 DW1289.and adjusted in June 1991.
 DW1289
 DW1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW1289
 DW1289.The geoid height was determined by GEOID03.
 DW1289
 DW1289.The dynamic height is computed by dividing the NAVD 88
 DW1289.geopotential number by the normal gravity value computed on the
 DW1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1289.degrees latitude (g = 980.6199 gals.).
 DW1289
 DW1289.The modeled gravity was interpolated from observed gravity values.
 DW1289
 DW1289;                    North         East     Units Scale Factor Converg.
 DW1289;SPC AZ W     -   289,113.744   140,887.611   MT  0.99999806   -0 25 56.0
 DW1289;SPC AZ W     -   948,535.91    462,229.69   iFT  0.99999806   -0 25 56.0
 DW1289;SPC CA 6     -   660,817.059 2,159,536.742   MT  0.99996528   +0 56 40.8
 DW1289;SPC CA 6     - 2,168,030.63  7,085,080.13   sFT  0.99996528   +0 56 40.8
 DW1289;UTM  11      - 3,721,079.085   729,093.287   MT  1.00024708   +1 22 01.7
 DW1289
 DW1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW1289!SPC AZ W     -   0.99999061  x   0.99999806  =   0.99998867
 DW1289!SPC CA 6     -   0.99999061  x   0.99996528  =   0.99995589
 DW1289!UTM  11      -   0.99999061  x   1.00024708  =   1.00023769
 DW1289
 DW1289|---------------------------------------------------------------------|
 DW1289| PID    Reference Object                     Distance      Geod. Az  |
 DW1289|                                                           dddmmss.s |
 DW1289| DW1290 EHREN RM 1                          159.807 METERS 10610     |
 DW1289| DW0982 BOUNDARY PT 13 AZ CA                  4.607 METERS 21054     |
 DW1289| DW1288 EHREN RM 2                          159.770 METERS 28609     |
 DW1289| DW0978 SPUR                                APPROX.15.4 KM 3490842.7 |
 DW1289|---------------------------------------------------------------------|
 DW1289
 DW1289                          SUPERSEDED SURVEY CONTROL
 DW1289
 DW1289  NAD 83(1986)-  33 36 17.52694(N)    114 31 51.27278(W) AD(       ) 3
 DW1289  NAD 27      -  33 36 17.43869(N)    114 31 48.43311(W) AD(       ) 3
 DW1289  NGVD 29 (07/19/86)   91.9    (m)          302.     (f) VERT ANG    3  
 DW1289
 DW1289.Superseded values are not recommended for survey control.
 DW1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1289.See file dsdata.txt to determine how the superseded data were derived.
 DW1289
 DW1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT2909321079(NAD 83)
 DW1289_MARKER: DS = TRIANGULATION STATION DISK
 DW1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW1289_SP_SET: FLOATING BRIDGE FLOOR
 DW1289_STAMPING: EHREN 1964
 DW1289_MARK LOGO: CGS   
 DW1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1289
 DW1289  HISTORY     - Date     Condition        Report By
 DW1289  HISTORY     - 1964     MONUMENTED       CGS
 DW1289  HISTORY     - 1981     GOOD             NGS
 DW1289  HISTORY     - 1981     GOOD             NGS
 DW1289  HISTORY     - 1981     GOOD             NGS
 DW1289
 DW1289                          STATION DESCRIPTION
 DW1289
 DW1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW1289'THE STATION IS IN THE SOUTH EDGE AND TOP OF THE NORTH CURB AT
 DW1289'THE CENTER OF THE U.S. HIGHWAY 60-70 BRIDGE SPANNING THE COLORADO
 DW1289'RIVER 3 MILES EAST OF BLYTHE, CALIFORNIA AND 1/2 MILE EAST OF
 DW1289'THE POST OFFICE IN EHRENBERG, ARIZONA.
 DW1289'
 DW1289'TO REACH THE STATION FROM THE POST OFFICE IN EHRENBERG, DRIVE WEST
 DW1289'ON U.S. HIGHWAY 60-70 FOR 0.35 MILE TO THE EAST END OF THE BRIDGE
 DW1289'OVER THE COLORADO RIVER.  WALK WEST TO THE CENTER OF THE BRIDGE
 DW1289'AND THE STATION.
 DW1289'
 DW1289'THE STATION IS MARKED BY A STANDARD DISK, STAMPED EHREN 1964,
 DW1289'CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF THE NORTH CURB
 DW1289'OF THE BRIDGE.  IT IS 14.6 FEET NORTH OF THE CENTER OF THE ROADBED
 DW1289'AND 2.5 FEET SOUTH OF NORTH EDGE OF THE TOP OF THE NORTH CUR
 DW1289'
 DW1289'REFERENCE MARK 1, A STANDARD DISK STAMPED EHREN NO 1 1964, IS
 DW1289'CEMENTED IN A HOLE FLUSH WITH THE SURFACE OF THE TOP OF THE NORTH
 DW1289'CURB OF THE BRIDGE.  IT IS 31.5 FEET WEST OF THE EAST END OF
 DW1289'THE NORTH GUARD RAIL OF THE BRIDGE, 15.0 FEET NORTH OF THE CENTER
 DW1289'OF THE BRIDGE AND 0.4-FOOT NORTH OF THE SOUTH EDGE OF THE NORTH
 DW1289'CUR
 DW1289'
 DW1289'REFERENCE MARK 2, A STANDARD DISK STAMPED EHREN NO 2 1964, IS
 DW1289'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE TOP OF
 DW1289'THE NORTH CURB OF THE BRIDGE.  IT IS 30.5 FEET EAST OF THE WEST
 DW1289'END OF THE NORTH GUARD RAIL OF THE BRIDGE, 14.5 FEET NORTH OF
 DW1289'THE CENTER OF THE BRIDGE AND 0.3-FOOT NORTH OF THE SOUTH EDGE
 DW1289'OF THE NORTH CUR
 DW1289'
 DW1289'A TRAVERSE CONNECTION WAS MADE TO POINT NO. 13.  IT IS A STANDARD
 DW1289'STATION MARK DISK, STAMPED POINT NO. 13 1964, CEMENTED IN A DRILL
 DW1289'HOLE IN THE CENTER OF THE CONCRETE ROADBED AT THE CENTER OF
 DW1289'THE CENTER SPAN OF THE BRIDGE.
 DW1289'
 DW1289'BECAUSE OF FLEXING AND TILTING OF THE BRIDGE IT WAS NECESSARY
 DW1289'TO STOP ALL TRAFFIC WHILE OBSERVATIONS WERE BEING MADE.
 DW1289
 DW1289                          STATION RECOVERY (1981)
 DW1289
 DW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW1289'THE STATION, RM 1 AND RM 2 WERE FOUND AS DESCRIBED.
 DW1289
 DW1289                          STATION RECOVERY (1981)
 DW1289
 DW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW1289'THE STATION WAS RECOVERED AS DECRIBED IN 1964.
 DW1289
 DW1289                          STATION RECOVERY (1981)
 DW1289
 DW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW1289'0.2 KM (0.1 MI) WEST FROM EHRENBERG.
 DW1289'0.2 KM (0.1 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1289'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, SET IN THE
 DW1289'WALKWAY ON THE NORTH SIDE OF THE HIGHWAY BRIDGE, 4.3 METERS (14.1 FT)
 DW1289'EAST OF THE CALIFORNIA-ARIZONA STATE LINE SIGN, 4.6 METERS (15.1 FT)
 DW1289'NORTH OF A TRIANGULATION STATION DISK STAMPED POINT NO 13 1964, 1.35
 DW1289'METERS (4.5 FT) WEST OF THE NORTHEAST CORNER OF A 3 X 7 FOOT STEEL
 DW1289'ACCESS PLATE IN THE BRIDGE, 0.7 METERS (2.3 FT) SOUTH OF THE NORTH
 DW1289'EDGE OF THE BRIDGE.
 DW1289'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1290 ***********************************************************************
 DW1290  DESIGNATION -  EHREN RM 1
 DW1290  PID         -  DW1290
 DW1290  STATE/COUNTY-  AZ/LA PAZ
 DW1290  USGS QUAD   -  BLYTHE (1975)
 DW1290
 DW1290                         *CURRENT SURVEY CONTROL
 DW1290  ___________________________________________________________________
 DW1290* NAD 83(1986)-  33 36 16.     (N)    114 31 45.     (W)     SCALED    
 DW1290* NAVD 88     -        93.005  (meters)     305.13   (feet)  ADJUSTED  
 DW1290  ___________________________________________________________________
 DW1290  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DW1290  DYNAMIC HT  -          92.903 (meters)     304.80  (feet)  COMP
 DW1290  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 DW1290
 DW1290  VERT ORDER  -  FIRST     CLASS II
 DW1290
 DW1290.The horizontal coordinates were scaled from a topographic map and have
 DW1290.an estimated accuracy of +/- 6 seconds.
 DW1290
 DW1290.The orthometric height was determined by differential leveling
 DW1290.and adjusted in June 1991.
 DW1290
 DW1290.The geoid height was determined by GEOID03.
 DW1290
 DW1290.The dynamic height is computed by dividing the NAVD 88
 DW1290.geopotential number by the normal gravity value computed on the
 DW1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1290.degrees latitude (g = 980.6199 gals.).
 DW1290
 DW1290.The modeled gravity was interpolated from observed gravity values.
 DW1290
 DW1290;                    North         East    Units  Estimated Accuracy
 DW1290;SPC AZ W     -   289,070.      141,050.      MT  (+/- 180 meters Scaled)
 DW1290
 DW1290                          SUPERSEDED SURVEY CONTROL
 DW1290
 DW1290.No superseded survey control is available for this station.
 DW1290
 DW1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT292210(NAD 83)
 DW1290_MARKER: DR = REFERENCE MARK DISK
 DW1290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1290_SP_SET: BRIDGE ABUTMENT
 DW1290_STAMPING: EHREN NO 1 1964
 DW1290_MARK LOGO: CGS   
 DW1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1290
 DW1290  HISTORY     - Date     Condition        Report By
 DW1290  HISTORY     - 1964     MONUMENTED       CGS
 DW1290  HISTORY     - 1981     GOOD             NGS
 DW1290
 DW1290                          STATION DESCRIPTION
 DW1290
 DW1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1290'IN EHRENBERG.
 DW1290'IN EHRENBERG,SET IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 DW1290'INTERSTATE HIGHWAY 10 BRIDGE OVER THE COLORADO RIVER, 0.3 KM (0.2 MI)
 DW1290'EAST OF REFERENCE MARK EHREN RM 2, 159.8 METERS (525 FT) EAST OF THE
 DW1290'TRIANGULATION STATION, 10.0 METERS (32.8 FT) WEST OF THE EAST END OF
 DW1290'THE ABUTMENT, 0.7 METERS (2.3 FT) SOUTH OF THE NORTH EDGE OF THE
 DW1290'ABUTMENT, 0.35 METERS (1.2 FT) NORTH OF THE CENTERLINE OF THE WALKWAY.
 DW1290'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0712 ***********************************************************************
 DW0712  DESIGNATION -  EHRENBERG
 DW0712  PID         -  DW0712
 DW0712  STATE/COUNTY-  AZ/LA PAZ
 DW0712  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0712
 DW0712                         *CURRENT SURVEY CONTROL
 DW0712  ___________________________________________________________________
 DW0712* NAD 83(1992)-  33 36 12.03164(N)    114 29 26.36671(W)     ADJUSTED  
 DW0712* NAVD 88     -       144.22   (+/-2cm)     473.2    (feet)  VERTCON   
 DW0712  ___________________________________________________________________
 DW0712  EPOCH DATE  -        1991.35
 DW0712  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DW0712  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0712  HORZ ORDER  -  FIRST
 DW0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0712
 DW0712.The horizontal coordinates were established by classical geodetic methods
 DW0712.and adjusted by the National Geodetic Survey in June 1996.
 DW0712.The horizontal coordinates are valid at the epoch date displayed above.
 DW0712.The epoch date for horizontal control is a decimal equivalence
 DW0712.of Year/Month/Day.
 DW0712
 DW0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0712.The vertical order pertains to the NGVD 29 superseded value.
 DW0712
 DW0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0712
 DW0712.The geoid height was determined by GEOID03.
 DW0712
 DW0712;                    North         East     Units Scale Factor Converg.
 DW0712;SPC AZ W     -   288,916.946   144,621.955   MT  0.99999156   -0 24 35.7
 DW0712;SPC AZ W     -   947,890.24    474,481.48   iFT  0.99999156   -0 24 35.7
 DW0712;SPC CA 6     -   660,710.048 2,163,274.626   MT  0.99996516   +0 58 00.4
 DW0712;SPC CA 6     - 2,167,679.55  7,097,343.50   sFT  0.99996516   +0 58 00.4
 DW0712;UTM  11      - 3,720,999.619   732,832.952   MT  1.00026838   +1 23 21.8
 DW0712
 DW0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0712!SPC AZ W     -   0.99998247  x   0.99999156  =   0.99997403
 DW0712!SPC CA 6     -   0.99998247  x   0.99996516  =   0.99994763
 DW0712!UTM  11      -   0.99998247  x   1.00026838  =   1.00025084
 DW0712
 DW0712|---------------------------------------------------------------------|
 DW0712| PID    Reference Object                     Distance      Geod. Az  |
 DW0712|                                                           dddmmss.s |
 DW0712| CE9342 EHRENBERG RM 3                       12.180 METERS 01739     |
 DW0712| DW0890 LOS ANGELES PHOENIX AWY BCN 23      APPROX.13.3 KM 0950806.8 |
 DW0712| DW0713 EHRENBERG RM 1                        7.922 METERS 12339     |
 DW0712| CE9341 EHRENBERG RM 2                        6.593 METERS 21828     |
 DW0712| DW0985 RIPLEY WATER TANK                   APPROX.17.4 KM 2401005.7 |
 DW0712| DW0716 EHRENBERG AZ MK                                    2595505.3 |
 DW0712| DW0714 EHRENBERG RM 4                        8.600 METERS 26842     |
 DW0712| DW0981 BLYTHE WATER TANK                   APPROX.10.0 KM 2760102.9 |
 DW0712|---------------------------------------------------------------------|
 DW0712
 DW0712                          SUPERSEDED SURVEY CONTROL
 DW0712
 DW0712  NAD 83(1992)-  33 36 12.03194(N)    114 29 26.36733(W) AD(       ) 1
 DW0712  NAD 83(1986)-  33 36 12.03062(N)    114 29 26.37122(W) AD(       ) 1
 DW0712  NAD 27      -  33 36 11.94195(N)    114 29 23.53516(W) AD(       ) 1
 DW0712  NGVD 29 (??/??/??)  143.550  (m)          470.96   (f) ADJUSTED    2 0
 DW0712
 DW0712.Superseded values are not recommended for survey control.
 DW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0712.See file dsdata.txt to determine how the superseded data were derived.
 DW0712
 DW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3283321000(NAD 83)
 DW0712_MARKER: DD = SURVEY DISK
 DW0712_SETTING: 80 = SET IN A BOULDER
 DW0712_SP_SET: BOULDER
 DW0712_STAMPING: EHRENBERG
 DW0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0712+STABILITY: SURFACE MOTION
 DW0712
 DW0712  HISTORY     - Date     Condition        Report By
 DW0712  HISTORY     - 1935     MONUMENTED       USGS
 DW0712  HISTORY     - 1942     GOOD             CGS
 DW0712  HISTORY     - 1949     GOOD             CGS
 DW0712  HISTORY     - 1954     GOOD             USGS
 DW0712  HISTORY     - 1961     GOOD             AMS
 DW0712  HISTORY     - 1962     GOOD             CGS
 DW0712  HISTORY     - 1962     GOOD             NGS
 DW0712  HISTORY     - 1964     GOOD             CGS
 DW0712  HISTORY     - 1966     GOOD             CGS
 DW0712  HISTORY     - 1971     GOOD             NGS
 DW0712  HISTORY     - 1981     GOOD             NGS
 DW0712  HISTORY     - 1981     GOOD             NGS
 DW0712  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0712
 DW0712                          STATION DESCRIPTION
 DW0712
 DW0712'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 DW0712'STATION IS ON A GENTLE SLOPING RIDGE ON THE N BANK OF WEAVER
 DW0712'WASH WHICH ENTERS THE COLORADO RIVER 1/4 MILE N OF EHRENBERG.
 DW0712'STATION IS ABOUT 2-1/2 MILES E OF EHRENBERG AND 1-1/2 MILES
 DW0712'S OF U.S. HIGHWAY 60 AT ITS NEAREST POINT.  STATION IS ABOUT 75
 DW0712'FEET E OF THE EDGE OF THE GRAVEL BANKS WHERE THEY BREAK OFF
 DW0712'INTO A STEEP SLOPE INTO WEAVER WASH.
 DW0712'
 DW0712'STATION AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD U.S.G.S.
 DW0712'DISKS SET IN THE TOP OF A CONCRETE CYLINDER.  THE REFERENCE
 DW0712'MARKS ARE IN PLACE.
 DW0712'
 DW0712'ONE ADDITIONAL REFERENCE MARK WAS SET WHICH IS A STANDARD
 DW0712'BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER.
 DW0712'
 DW0712'WATER TANKS AT BLYTHE AND RIPLEY ARE BOTH GOOD AZIMUTH MARKS.
 DW0712'
 DW0712'TO REACH FROM THE ARIZONA QUARANTINE STATION AT EHRENBERG GO E
 DW0712'ON U.S. HIGHWAY 60 FOR 0.5 MILE, TURN RIGHT (S) OFF THE HIGHWAY.
 DW0712'THIS IS THE CIBOLA ROAD.  FOLLOW THIS ROAD 1.7 MILES.  STATION
 DW0712'CAN BE SEEN 1/4 MILE E OF HERE.  TRUCK CAN BE DRIVEN E TO THE
 DW0712'BASE OF THE GRAVEL BANKS.  A 5-MINUTE WALK FROM THE BASE OF
 DW0712'GRAVEL BANKS TO THE STATION.
 DW0712'
 DW0712'A 15-FOOT QUADRAPOD OF THE GEOLOGICAL SURVEY IS IN PLACE OVER
 DW0712'THE STATION.
 DW0712
 DW0712                          STATION RECOVERY (1942)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 DW0712'RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.  DESCRIPTION
 DW0712'ADEQUATE.
 DW0712
 DW0712                          STATION RECOVERY (1949)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0712'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED,
 DW0712'WITH THE EXCEPTION OF THE DIRECTION TO REFERENCE MARK NO. 1
 DW0712'(USGS).  THE CORRECT DIRECTION IS GIVEN BELOW.  THE SPELLING OF
 DW0712'THE NAME EHRENBERG WAS PICKED UP INCORRECTLY IN 1935.  ALL
 DW0712'MARKS ARE STAMPED BERG INSTEAD OF BURG.  A NEW TO REACH IS GIVEN
 DW0712'BELOW, DUE TO THE CHANGING OF U.S. HIGHWAY 60 AND 70.  AN
 DW0712'AZIMUTH MARK WAS ESTABLISHED THIS DATE.
 DW0712'
 DW0712'STATION IS LOCATED ABOUT 2-1/2 MILES AIR LINE EAST OF EHRENBERG,
 DW0712'ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 60 AND 70, ON RIDGE ON
 DW0712'THE NORTH SIDE OF WEAVER WASH, ABOUT 75 FEET EAST OF THE EDGE
 DW0712'OF THE GRAVEL BANKS AT THE EDGE OF WEAVER WASH, STATION MARK
 DW0712'IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A DRILL HOLE
 DW0712'IN A BOULDER, PROJECTS 2 INCHES, AND STAMPED, EHRENBERG.
 DW0712'
 DW0712'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN
 DW0712'THE TOP OF A CONCRETE CYLINDER, ABOUT THE SAME ELEVATION
 DW0712'AS STATION, PROJECTS 6 INCHES, AND STAMPED, EHRENBERG REF MARK
 DW0712'NO 1.
 DW0712'
 DW0712'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN
 DW0712'THE TOP OF A CONCRETE CYLINDER, ABOUT THE SAME ELEVATION AS
 DW0712'STATION, PROJECTS 6 INCHES, AND STAMPED, EHRENBERG REF MARK NO 2.
 DW0712'
 DW0712'REFERENCE MARK NO. 3 IS ABOUT 6 INCHES LOWER THAN STATION,
 DW0712'PROJECTS 2 INCHES, AND STAMPED, EHRENBERG
 DW0712'NO 3 1935.
 DW0712'
 DW0712'AZIMUTH MARK IS LOCATED ABOUT 150 FEET NORTH OF PIPELINE,
 DW0712'11 PACES WEST OF CENTER LINE OF ROAD LEADING TO STATION, 4
 DW0712'FEET SOUTHWEST OF A WHITE WITNESS POST,
 DW0712'PROJECTS 4 INCHES, AND STAMPED, EHRENBERG 1948.
 DW0712'
 DW0712'TO REACH FROM THE ARIZONA QUARANTINE STATION IN EHRENBERG, GO
 DW0712'EAST ON U.S. HIGHWAY 60 AND 70 FOR 1.3 MILE TO A SIDE ROAD
 DW0712'RIGHT.  TURN RIGHT AND GO 0.25 MILE TO AZIMUTH MARK ON RIGHT
 DW0712'AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.05 MILE TO GAS PIPE
 DW0712'LINE.  TURN LEFT AND GO 0.5 MILE TO TOP OF BANK ON NORTH SIDE OF
 DW0712'WASH.  TURN RIGHT ON TRACK ROAD AND GO 0.35 MILE TO TOP OF
 DW0712'FIRST RISE AND STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 DW0712'
 DW0712'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0712
 DW0712                          STATION RECOVERY (1954)
 DW0712
 DW0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0712'RECOVERED IN GOOD CONDITION.
 DW0712'
 DW0712'TO REACH FROM THE ARIZONA INSPECTION STATION, DRIVE 1.7 MI E. ON
 DW0712'US HWY. 60 AND 70.  TURN RIGHT OFF HWY. AND GO CROSS COUNTRY 0.5
 DW0712'MI SW., GO ALONG RIDGE 0.4 MI E. TO STATION.
 DW0712
 DW0712                          STATION RECOVERY (1961)
 DW0712
 DW0712'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DW0712'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DW0712
 DW0712                          STATION RECOVERY (1962)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0712'STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARKS
 DW0712'NO. 1 AND NO. 3 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 DW0712'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED AND MARK WAS
 DW0712'FOUND AT STATION SITE.  R.M. NO. 4 WAS ESTABLISHED.  THE DISTANCE
 DW0712'AND DIRECTION TO ALL MARKS CHECKED.  A COMPLETE NEW DESCRIPTION
 DW0712'FOLLOWS--
 DW0712'
 DW0712'STATION IS LOCATED ABOUT 7 MILES EAST OF BLYTHE, CALIFORNIA,
 DW0712'ABOUT 2-1/2 MILES EAST OF EHRENBERG AND ABOUT 1/4 MILE SOUTH
 DW0712'OF U.S. HIGHWAY 60 AND 70 ON RIDGE ON THE NORTH SIDE OF WEAVER
 DW0712'WASH.
 DW0712'
 DW0712'TO REACH FROM ARIZONA CHECK STATION AT EHRENBERG, GO EAST
 DW0712'ON U.S. HIGHWAY 60 AND 70 FOR 0.8 MILE TO A SIDE ROAD RIGHT AND
 DW0712'CATTLE GUARD, (AZIMUTH MARK IS SOUTHERLY DOWN ROAD FROM CATTLE
 DW0712'GUARD 0.3 MILE AND IS ON THE RIGHT SIDE OF ROAD), CONTINUE
 DW0712'EAST ON U.S. HIGHWAY 60 AND 70 FOR 0.9 MILE TO TOP OF GRADE AND
 DW0712'WIRE GATE ON RIGHT, TURN RIGHT PASSING THROUGH GATE AND GO
 DW0712'SOUTHEASTERLY FOR 0.1 MILE TO PIPELINE, TURN RIGHT AND GO
 DW0712'WEST ON PIPELINE FOR 0.15 MILE, THENCE TURN LEFT AND GO SOUTH
 DW0712'AND SOUTHEAST FOR 0.2 MILE TO STATION AS DESCRIBED.
 DW0712'
 DW0712'STATION MARK, A (USGS) BENCH MARK BRONZE DISK SET IN A DRILL
 DW0712'HOLE IN TOP OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES
 DW0712'AND IS STAMPED EHRENBERG.  THE MARK IS 40 FEET NORTH OF EDGE OF
 DW0712'EMBANKMENT OF WEAVER WASH AND 5.7 FEET SOUTH OF THE WITNESS
 DW0712'POST.
 DW0712'
 DW0712'REFERENCE MARK 1, A (USGS) BRONZE DISK SET IN TOP OF A
 DW0712'CONCRETE CYLINDER WHICH PROJECTS ABOUT 6 INCHES.  THE DISK
 DW0712'IS STAMPED EHRENBERG REF MARK NO 1.  THE MARK IS ABOUT SAME
 DW0712'ELEVATION AS STATION, 37 FEET NORTH OF EDGE OF EMBANKMENT OF
 DW0712'WEAVER WASH AND 29.3 FEET SOUTHEAST OF THE WITNESS POST.
 DW0712'
 DW0712'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED EHRENBERG
 DW0712'NO 3 1935 IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0712'WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS ABOUT 1 FOOT LOWER
 DW0712'IN ELEVATION THAN THE STATION, 78 FEET NORTH OF THE EDGE OF
 DW0712'EMBANKMENT OF WEAVER WASH AND 34.5 FEET NORTH-NORTHEAST OF THE
 DW0712'WITNESS POST.
 DW0712'
 DW0712'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED EHRENBERG NO
 DW0712'4 1935 IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DW0712'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 DW0712'IS 33 FEET NORTH OF EDGE OF EMBANKMENT OF WEAVER WASH, 29.2 FEET
 DW0712'WEST-SOUTHWEST OF THE WITNESS POST AND IS ABOUT THE SAME
 DW0712'ELEVATION AS STATION.
 DW0712'
 DW0712'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EHRENBERG 1948,
 DW0712'IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH
 DW0712'MEASURES 1 BY 2 FEET AND PROJECTS ABOUT 5 INCHES.  THE MARK IS
 DW0712'ABOUT 150 FEET NORTH OF PIPELINE, 43 FEET SOUTH OF CENTER OF ROAD
 DW0712'AND 5 FEET SOUTHEAST OF THE WITNESS POST.
 DW0712'
 DW0712'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DW0712
 DW0712                          STATION RECOVERY (1962)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0712'2.6 MI SE FROM EHRENBERG.
 DW0712'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0712'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0712'0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD TO A PIPE LINE CROSSING,
 DW0712'THENCE 0.7 MILE EAST ALONG THE PIPE LINE TO THE TOP OF A HILL
 DW0712'AND THE JUNCTION OF A TRACK ROAD SOUTH, THENCE 0.2 MILE SOUTH
 DW0712'ALONG THE TRACK ROAD, NEAR THE EDGE OF A BLUFF, SET IN TOP OF A
 DW0712'1 BY 1.5 FOOT ROCK PROJECTING 2 INCHES, 38 FEET NORTH OF THE
 DW0712'EDGE OF THE BLUFF, 5.7 FEET SOUTH OF A WITNESS POST.
 DW0712
 DW0712                          STATION RECOVERY (1964)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0712'STATION MARK, REFERENCE MARKS 1, 3, 4 AND THE AZIMUTH MARK
 DW0712'WERE RECOVERED IN GOOD CONDITION WITH NO DISPLACEMENT NOTED.
 DW0712'DUE TO ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DW0712'
 DW0712'THE STATION IS LOCATED, AIRLINE, ABOUT 2-1/2 MILES EAST OF
 DW0712'EHRENBERG AND 1/4 MILE SOUTH OF U.S. HIGHWAY 60 AND 70.
 DW0712'
 DW0712'TO REACH THE STATION FROM THE ARIZONA INSPECTION STATION IN
 DW0712'EHRENBERG, GO EAST ON U.S. HIGHWAY 60 AND 70 FOR 0.85 MILE TO A
 DW0712'GRAVEL SIDE ROAD RIGHT AND SIGN CEBOLTURN RIGHT AND GO SOUTH
 DW0712'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 DW0712'THE RIGHT.  CONTINUE SOUTH ON THE ROAD FOR 0.05 MILE TO A
 DW0712'CROSSROAD.  TURN LEFT AND GO EAST ON BLADED ROAD FOR 0.55 MILE
 DW0712'TO THE TOP OF A MESA AND A TRACK ROAD RIGHT.  TURN RIGHT AND
 DW0712'GO SOUTH ON THE TRACK ROAD FOR 0.3 MILE TO THE SOUTH EDGE OF
 DW0712'THE MESA AND THE STATION.
 DW0712'
 DW0712'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 DW0712'EHRENBERG, CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 DW0712'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DW0712'55 FEET NORTH OF THE SOUTH EDGE OF THE MESA AND 5 FEET SOUTH OF
 DW0712'A METAL WITNESS POST.
 DW0712'
 DW0712'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 DW0712'STAMPED EHRENBERG REF MARK NO 1, SET IN THE TOP OF A ROUND
 DW0712'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 DW0712'SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 DW0712'IS 19 FEET NORTH OF THE SOUTH EDGE OF THE MESA.
 DW0712'
 DW0712'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EHRENBERG NO 3 1935,
 DW0712'CEMENTED IN A DRILL HOLE IN A 6 BY 6 INCH BOULDER WHICH PROJECTS
 DW0712'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET NORTH
 DW0712'OF THE SOUTH EDGE OF THE MESA AND ABOUT THE SAME ELEVATION AS
 DW0712'THE STATION.
 DW0712'
 DW0712'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED EHRENBERG NO 4
 DW0712'1935, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST WHICH
 DW0712'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 106
 DW0712'FEET NORTH OF THE SOUTH EDGE OF THE MESA AND THE SAME ELEVATION
 DW0712'AS THE STATION.
 DW0712'
 DW0712'AZIMUTH MARK IS A STANDARD DISK, STAMPED EHRENBERG 1948, CEMENTED
 DW0712'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 DW0712'ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET WEST OF
 DW0712'THE CENTER OF A GRADED ROAD AND 4 FEET SOUTHWEST OF A 4 BY 4
 DW0712'FOOT WHITE WITNESS POST.
 DW0712
 DW0712                          STATION RECOVERY (1966)
 DW0712
 DW0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (KFB)
 DW0712'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DW0712'NUMBER 3, REFERENCE MARK NUMBER 4 AND THE AZIMUTH MARK WERE
 DW0712'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 DW0712'TO REACH THE STATION FOLLOWS.
 DW0712'
 DW0712'TO REACH THE STATION FROM THE ARIZONA QUARANTINE STATION JUST
 DW0712'EAST OF EHRENBERG, GO EAST ON INTERSTATE 10 AND U.S. HIGHWAY
 DW0712'95 FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY
 DW0712'ON A GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DW0712'(JUST BEFORE REACHING A PIPELINE), CONTINUE EASTERLY ON THE
 DW0712'GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT (THIS ROAD FOLLOWS
 DW0712'THE PIPELINE).  TURN LEFT AND GO NORTHEAST ON THE PIPELINE
 DW0712'ROAD FOR 0.5 MILE TO THE TOP OF RIDGE.  TURN RIGHT AND FOLLOW
 DW0712'THE RIDGE ROAD FOR 0.3 MILE AND THE STATION.
 DW0712'
 DW0712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DW0712'EAST OF EHRENBERG AND ABOUT 0.2 MILE SOUTH OF INTERSTATE 10 AND
 DW0712'U.S. HIGHWAY 95.
 DW0712
 DW0712                          STATION RECOVERY (1971)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RLE)
 DW0712'EHRENBERG-STATION AND REFERENCE MARK NUMBERS 1, 3 AND 4 WERE
 DW0712'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DW0712
 DW0712                          STATION RECOVERY (1981)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0712'THE STATION, RMS AND AZIMUTH MARK WERE FOUND AS DESCRIBED.
 DW0712
 DW0712                          STATION RECOVERY (1981)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0712'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DW0712'DESCRIBED AND FOUND IN GOOD CONDITION.
 DW0712
 DW0712                          STATION RECOVERY (1981)
 DW0712
 DW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0712'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0716 ***********************************************************************
 DW0716  DESIGNATION -  EHRENBERG AZ MK
 DW0716  PID         -  DW0716
 DW0716  STATE/COUNTY-  AZ/LA PAZ
 DW0716  USGS QUAD   -  BLYTHE (1975)
 DW0716
 DW0716                         *CURRENT SURVEY CONTROL
 DW0716  ___________________________________________________________________
 DW0716* NAD 83(1986)-  33 36 06.     (N)    114 30 12.     (W)     SCALED    
 DW0716* NAVD 88     -       108.17   (+/-2cm)     354.9    (feet)  VERTCON   
 DW0716  ___________________________________________________________________
 DW0716  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DW0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0716
 DW0716.The horizontal coordinates were scaled from a topographic map and have
 DW0716.an estimated accuracy of +/- 6 seconds.
 DW0716
 DW0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0716.The vertical order pertains to the NGVD 29 superseded value.
 DW0716
 DW0716.The geoid height was determined by GEOID03.
 DW0716
 DW0716;                    North         East    Units  Estimated Accuracy
 DW0716;SPC AZ W     -   288,740.      143,440.      MT  (+/- 180 meters Scaled)
 DW0716
 DW0716                          SUPERSEDED SURVEY CONTROL
 DW0716
 DW0716  NGVD 29 (??/??/??)  107.498  (m)          352.68   (f) ADJUSTED    2 0
 DW0716
 DW0716.Superseded values are not recommended for survey control.
 DW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0716.See file dsdata.txt to determine how the superseded data were derived.
 DW0716
 DW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT316207(NAD 83)
 DW0716_MARKER: DZ = AZIMUTH MARK DISK
 DW0716_SETTING: 80 = SET IN A BOULDER
 DW0716_SP_SET: BOULDER
 DW0716_STAMPING: EHRENBERG 1948
 DW0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0716+STABILITY: SURFACE MOTION
 DW0716
 DW0716  HISTORY     - Date     Condition        Report By
 DW0716  HISTORY     - 1948     MONUMENTED       CGS
 DW0716  HISTORY     - 1962     GOOD             NGS
 DW0716  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0716
 DW0716                          STATION DESCRIPTION
 DW0716
 DW0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0716'1.6 MI SE FROM EHRENBERG.
 DW0716'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DW0716'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER,
 DW0716'THENCE 0.25 MILE SOUTHEAST AONG A GRAVEL ROAD, ABOUT 0.05 MILE
 DW0716'NORTHWEST OF A PIPELINE CROSSING, SET IN TOP OF A 1.5 BY 2.5
 DW0716'FOOT ROCK WHICH PROJECTS ABOUT 0.5 FOOT, 40 FEET SOUTHWEST OF
 DW0716'THE CENTER OF THE ROAD, 6.0 FEET SOUTH OF A WITNESS POST, ABOUT
 DW0716'2 FEET ABOVE THE LEVEL OF THE ROAD.
 DW0716
 DW0716                          STATION RECOVERY (1981)
 DW0716
 DW0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0716'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0713 ***********************************************************************
 DW0713  DESIGNATION -  EHRENBERG RM 1
 DW0713  PID         -  DW0713
 DW0713  STATE/COUNTY-  AZ/LA PAZ
 DW0713  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0713
 DW0713                         *CURRENT SURVEY CONTROL
 DW0713  ___________________________________________________________________
 DW0713* NAD 83(1986)-  33 36 11.     (N)    114 29 26.     (W)     SCALED    
 DW0713* NAVD 88     -       144.26   (+/-2cm)     473.3    (feet)  VERTCON   
 DW0713  ___________________________________________________________________
 DW0713  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0713
 DW0713.The horizontal coordinates were scaled from a topographic map and have
 DW0713.an estimated accuracy of +/- 6 seconds.
 DW0713
 DW0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0713.The vertical order pertains to the NGVD 29 superseded value.
 DW0713
 DW0713.The geoid height was determined by GEOID03.
 DW0713
 DW0713;                    North         East    Units  Estimated Accuracy
 DW0713;SPC AZ W     -   288,890.      144,630.      MT  (+/- 180 meters Scaled)
 DW0713
 DW0713                          SUPERSEDED SURVEY CONTROL
 DW0713
 DW0713  NGVD 29 (??/??/??)  143.581  (m)          471.07   (f) ADJUSTED    2 0
 DW0713
 DW0713.Superseded values are not recommended for survey control.
 DW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0713.See file dsdata.txt to determine how the superseded data were derived.
 DW0713
 DW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT328209(NAD 83)
 DW0713_MARKER: DR = REFERENCE MARK DISK
 DW0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0713_STAMPING: EHRENBERG REF MARK NO 1
 DW0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0713+STABILITY: SURFACE MOTION
 DW0713
 DW0713  HISTORY     - Date     Condition        Report By
 DW0713  HISTORY     - UNK      MONUMENTED       USGS
 DW0713  HISTORY     - 1962     GOOD             NGS
 DW0713  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0713
 DW0713                          STATION DESCRIPTION
 DW0713
 DW0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0713'2.6 MI SE FROM EHRENBERG.
 DW0713'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE EAST
 DW0713'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE 0.3
 DW0713'MILE SOUTHEAST ALONG A GRAVEL ROAD TO A PIPE LINE CROSSING,
 DW0713'THENCE 0.7 MILE EAST ALONG THE PIPE LINE TO THE TOP OF A HILL
 DW0713'AND THE JUNCTION OF A TRACK ROAD SOUTH, THENCE 0.2 MILE SOUTH ALONG
 DW0713'THE TRACK ROAD TO THE EDGE OF A BLUFF, 42 FEET NORTH OF THE
 DW0713'EDGE OF THE BLUFF, 26.1 FEET SOUTHEAST OF EHRENBERG, 29.5 FEET
 DW0713'SOUTHEAST OF A WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DW0713'PROJECTING 6 INCHES.
 DW0713
 DW0713                          STATION RECOVERY (1981)
 DW0713
 DW0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0713'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0714 ***********************************************************************
 DW0714  DESIGNATION -  EHRENBERG RM 4
 DW0714  PID         -  DW0714
 DW0714  STATE/COUNTY-  AZ/LA PAZ
 DW0714  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0714
 DW0714                         *CURRENT SURVEY CONTROL
 DW0714  ___________________________________________________________________
 DW0714* NAD 83(1986)-  33 36 12.     (N)    114 29 27.     (W)     SCALED    
 DW0714* NAVD 88     -       144.02   (+/-2cm)     472.5    (feet)  VERTCON   
 DW0714  ___________________________________________________________________
 DW0714  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0714
 DW0714.The horizontal coordinates were scaled from a topographic map and have
 DW0714.an estimated accuracy of +/- 6 seconds.
 DW0714
 DW0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0714.The vertical order pertains to the NGVD 29 superseded value.
 DW0714
 DW0714.The geoid height was determined by GEOID03.
 DW0714
 DW0714;                    North         East    Units  Estimated Accuracy
 DW0714;SPC AZ W     -   288,920.      144,610.      MT  (+/- 180 meters Scaled)
 DW0714
 DW0714                          SUPERSEDED SURVEY CONTROL
 DW0714
 DW0714  NGVD 29 (??/??/??)  143.345  (m)          470.29   (f) ADJUSTED    2 0
 DW0714
 DW0714.Superseded values are not recommended for survey control.
 DW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0714.See file dsdata.txt to determine how the superseded data were derived.
 DW0714
 DW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT328209(NAD 83)
 DW0714_MARKER: DR = REFERENCE MARK DISK
 DW0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0714_STAMPING: EHRENBERG NO 4 1935
 DW0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0714+STABILITY: SURFACE MOTION
 DW0714
 DW0714  HISTORY     - Date     Condition        Report By
 DW0714  HISTORY     - 1962     MONUMENTED       CGS
 DW0714  HISTORY     - 1962     GOOD             NGS
 DW0714  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0714
 DW0714                          STATION DESCRIPTION
 DW0714
 DW0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0714'2.6 MI SE FROM EHRENBERG.
 DW0714'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0714'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE 0.3
 DW0714'MILE SOUTHEAST ALONG A GRAVEL ROAD TO A PIPE LINE CROSSING, THENCE
 DW0714'0.7 MILE EAST ALONG THE PIPE LINE TO THE TOP OF A HILL AND THE
 DW0714'JUNCTION OF A TRACK ROAD SOUTH, THENCE 0.2 MILE SOUTH ALONG THE
 DW0714'TRACK ROAD TO THE EDGE OF A BLUFF, 32 FEET NORTH OF THE EDGE OF
 DW0714'THE BLUFF, 28.2 FEET WEST OF EHRENBERG, 29.3 FEET WEST OF A
 DW0714'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 DW0714'INCH.
 DW0714
 DW0714                          STATION RECOVERY (1981)
 DW0714
 DW0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0714'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2232 ***********************************************************************
 DV2232  DESIGNATION -  EL
 DV2232  PID         -  DV2232
 DV2232  STATE/COUNTY-  AZ/MARICOPA
 DV2232  USGS QUAD   -  EL MIRAGE (1982)
 DV2232
 DV2232                         *CURRENT SURVEY CONTROL
 DV2232  ___________________________________________________________________
 DV2232* NAD 83(2007)-  33 37 23.34381(N)    112 19 47.89293(W)     ADJUSTED  
 DV2232* NAVD 88     -       354.4    (meters)    1163.     (feet)  VERTCON   
 DV2232  ___________________________________________________________________
 DV2232  EPOCH DATE  -        2007.00
 DV2232  X           -  -2,020,060.992 (meters)                     COMP
 DV2232  Y           -  -4,918,088.456 (meters)                     COMP
 DV2232  Z           -   3,511,896.130 (meters)                     COMP
 DV2232  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DV2232  ELLIP HEIGHT-         324.543 (meters)          (02/10/07) ADJUSTED
 DV2232  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV2232
 DV2232  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2232  Type    PID    Designation                      North   East  Ellip
 DV2232  -------------------------------------------------------------------
 DV2232  NETWORK DV2232 EL                                2.84   2.12   4.84
 DV2232  -------------------------------------------------------------------
 DV2232
 DV2232.The horizontal coordinates were established by GPS observations
 DV2232.and adjusted by the National Geodetic Survey in February 2007.
 DV2232
 DV2232.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2232.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2232.The horizontal coordinates are valid at the epoch date displayed above.
 DV2232.The epoch date for horizontal control is a decimal equivalence
 DV2232.of Year/Month/Day.
 DV2232
 DV2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2232
 DV2232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2232
 DV2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2232
 DV2232.The ellipsoidal height was determined by GPS observations
 DV2232.and is referenced to NAD 83.
 DV2232
 DV2232.The geoid height was determined by GEOID03.
 DV2232
 DV2232;                    North         East     Units Scale Factor Converg.
 DV2232;SPC AZ C     -   290,934.912   175,012.955   MT  0.99991812   -0 13 43.9
 DV2232;SPC AZ C     -   954,510.87    574,189.48   iFT  0.99991812   -0 13 43.9
 DV2232;UTM  12      - 3,721,165.898   376,636.107   MT  0.99978762   -0 44 11.5
 DV2232
 DV2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2232!SPC AZ C     -   0.99994905  x   0.99991812  =   0.99986718
 DV2232!UTM  12      -   0.99994905  x   0.99978762  =   0.99973668
 DV2232
 DV2232                          SUPERSEDED SURVEY CONTROL
 DV2232
 DV2232  ELLIP H (06/11/02)  324.580  (m)                       GP(       ) 4 2
 DV2232  NAD 83(1992)-  33 37 23.34115(N)    112 19 47.89235(W) AD(       ) 1
 DV2232  ELLIP H (08/23/93)  324.722  (m)                       GP(       ) 4 2
 DV2232  NAD 83(1986)-  33 37 23.33648(N)    112 19 47.89806(W) AD(       ) 1
 DV2232  NGVD 29 (09/11/89)  353.8    (m)         1161.     (f) GPS OBS     3  
 DV2232
 DV2232.Superseded values are not recommended for survey control.
 DV2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2232.See file dsdata.txt to determine how the superseded data were derived.
 DV2232
 DV2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7663621166(NAD 83)
 DV2232_MARKER: DD = SURVEY DISK
 DV2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2232+STABILITY: SURFACE MOTION
 DV2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2232+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2232
 DV2232  HISTORY     - Date     Condition        Report By
 DV2232  HISTORY     - 1986     MONUMENTED       AZDT
 DV2232  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV2232  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV2232
 DV2232                          STATION DESCRIPTION
 DV2232
 DV2232'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2232'THE STATION IS LOCATED ABOUT 4.05 KM (2.5 MI) NORTHWEST OF
 DV2232'YOUNGTOWN, ARIZONA.
 DV2232'
 DV2232'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE AND
 DV2232'111TH AVENUE, GO WEST-NORTHWEST ON GRAND AVENUE FOR 3.97 KM (2.45
 DV2232'MI) TO THE STATION ON THE RIGHT (NORTHEAST).
 DV2232'
 DV2232'THE STATION IS A STANDARD A.G.S. DISK
 DV2232'STAMPED---EL 1986---,
 DV2232'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2232'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2232'1.13 METERS (3.7 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2232'1.04 METERS (3.4 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2232'24.38 METERS (80.0 FT) NORTHEAST FROM THE CENTERLINE OF GRAND
 DV2232'AVENUE,
 DV2232'12.80 METERS (42.0 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE MAIN
 DV2232'RAILROAD TRACKS ACROSS FROM SUNWEST FUNERAL HOME.
 DV2232'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2232'STAMPED---EL 1986---,
 DV2232'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2232
 DV2232                          STATION RECOVERY (2001)
 DV2232
 DV2232'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV2232'MARK NOT FOUND.
 DV2232
 DV2232                          STATION RECOVERY (2007)
 DV2232
 DV2232'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2232'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV2232'MARK. THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS UNDER
 DV2232'THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5902 ***********************************************************************
 DJ5902  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5902  DESIGNATION -  EL BUCK
 DJ5902  PID         -  DJ5902
 DJ5902  STATE/COUNTY-  AZ/MARICOPA
 DJ5902  USGS QUAD   -  TOLLESON (1982)
 DJ5902
 DJ5902                         *CURRENT SURVEY CONTROL
 DJ5902  ___________________________________________________________________
 DJ5902* NAD 83(2007)-  33 26 07.26851(N)    112 19 25.57284(W)     ADJUSTED  
 DJ5902* NAVD 88     -       295.75   (meters)     970.3    (feet)  GPS OBS   
 DJ5902  ___________________________________________________________________
 DJ5902  EPOCH DATE  -        2007.00
 DJ5902  X           -  -2,023,880.486 (meters)                     COMP
 DJ5902  Y           -  -4,928,905.026 (meters)                     COMP
 DJ5902  Z           -   3,494,499.119 (meters)                     COMP
 DJ5902  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DJ5902  ELLIP HEIGHT-         265.398 (meters)          (03/21/07) ADJUSTED
 DJ5902  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DJ5902  HORZ ORDER  -  FIRST
 DJ5902  ELLP ORDER  -  FOURTH    CLASS I
 DJ5902
 DJ5902.The horizontal coordinates were established by GPS observations
 DJ5902.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5902
 DJ5902.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5902.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5902.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5902.The epoch date for horizontal control is a decimal equivalence
 DJ5902.of Year/Month/Day.
 DJ5902
 DJ5902.The orthometric height was determined by GPS observations and a
 DJ5902.high-resolution geoid model.
 DJ5902.The orthometric height was determined by GPS observations and a
 DJ5902.high-resolution geoid model using precise GPS observation and
 DJ5902.processing techniques.
 DJ5902
 DJ5902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5902
 DJ5902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5902
 DJ5902.The ellipsoidal height was determined by GPS observations
 DJ5902.and is referenced to NAD 83.
 DJ5902
 DJ5902.The geoid height was determined by GEOID03.
 DJ5902
 DJ5902;                    North         East     Units Scale Factor Converg.
 DJ5902;SPC AZ C     -   270,105.020   175,506.465   MT  0.99991766   -0 13 27.5
 DJ5902;SPC AZ C     -   886,171.33    575,808.61   iFT  0.99991766   -0 13 27.5
 DJ5902;UTM  12      - 3,700,335.182   376,945.449   MT  0.99978669   -0 43 46.1
 DJ5902
 DJ5902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5902!SPC AZ C     -   0.99995834  x   0.99991766  =   0.99987600
 DJ5902!UTM  12      -   0.99995834  x   0.99978669  =   0.99974503
 DJ5902
 DJ5902                          SUPERSEDED SURVEY CONTROL
 DJ5902
 DJ5902.No superseded survey control is available for this station.
 DJ5902
 DJ5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7694500335(NAD 83)
 DJ5902_MARKER: I = METAL ROD
 DJ5902_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ5902+WITH SETTING: INFORMATION.
 DJ5902_MARK LOGO: LOCSUR
 DJ5902_MAGNETIC: P = MARKER IS A STEEL PIPE
 DJ5902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5902+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5902
 DJ5902  HISTORY     - Date     Condition        Report By
 DJ5902  HISTORY     - UNK      MONUMENTED       LOCSUR
 DJ5902  HISTORY     - 20061101 GOOD             EVANS
 DJ5902
 DJ5902                          STATION DESCRIPTION
 DJ5902
 DJ5902'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5902'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5902'SOUTH ON AVONDALE BOULEVARD 2.62KM TO BUCKEYE ROAD (MC-85).  TRAVEL
 DJ5902'WEST ON BUCKEYE ROAD 1.58KM TO EL MIRAGE ROAD.  STATION IS A 1/2 INCH
 DJ5902'REBAR IN A HAND HOLE, RECESSED 22CM, AT THE INTERSECTION OF BUCKEYE
 DJ5902'ROAD AND EL MIRAGE ROAD.  STATION IS 9.86M SOUTH OF PAVEMENT EDGE AND
 DJ5902'12.56M SOUTHWESTERLY OF A MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS
 DJ5902'DISK IN A HANDHOLE. (GDACS CORNER 54042-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0859 ***********************************************************************
 FR0859  DESIGNATION -  EL PASO
 FR0859  PID         -  FR0859
 FR0859  STATE/COUNTY-  AZ/COCONINO
 FR0859  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0859
 FR0859                         *CURRENT SURVEY CONTROL
 FR0859  ___________________________________________________________________
 FR0859* NAD 83(1992)-  35 18 47.02873(N)    112 03 53.74802(W)     ADJUSTED  
 FR0859* NAVD 88     -      2199.0    (meters)    7215.     (feet)  VERTCON   
 FR0859  ___________________________________________________________________
 FR0859  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 FR0859  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FR0859  HORZ ORDER  -  SECOND
 FR0859
 FR0859.The horizontal coordinates were established by classical geodetic methods
 FR0859.and adjusted by the National Geodetic Survey in August 1993.
 FR0859
 FR0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0859
 FR0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0859
 FR0859.The geoid height was determined by GEOID03.
 FR0859
 FR0859;                    North         East     Units Scale Factor Converg.
 FR0859;SPC AZ C     -   478,313.173   199,878.406   MT  0.99990224   -0 05 08.5
 FR0859;SPC AZ C     - 1,569,268.94    655,769.05   iFT  0.99990224   -0 05 08.5
 FR0859;UTM  12      - 3,908,281.592   403,193.078   MT  0.99971549   -0 36 56.2
 FR0859
 FR0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0859!SPC AZ C     -   0.99965862  x   0.99990224  =   0.99956090
 FR0859!UTM  12      -   0.99965862  x   0.99971549  =   0.99937421
 FR0859
 FR0859|---------------------------------------------------------------------|
 FR0859| PID    Reference Object                     Distance      Geod. Az  |
 FR0859|                                                           dddmmss.s |
 FR0859| CH3110 EL PASO RM 1                          7.323 METERS 05016     |
 FR0859| FR0860 SITGREAVES MTN                      APPROX. 6.3 KM 0582421.5 |
 FR0859| CH3111 EL PASO RM 2                          6.138 METERS 33715     |
 FR0859|---------------------------------------------------------------------|
 FR0859
 FR0859                          SUPERSEDED SURVEY CONTROL
 FR0859
 FR0859  NAD 83(1986)-  35 18 47.02657(N)    112 03 53.74454(W) AD(       ) 2
 FR0859  NAD 27      -  35 18 46.99100(N)    112 03 51.16290(W) AD(       ) 2
 FR0859  NGVD 29 (07/19/86) 2198.0    (m)         7211.     (f) VERT ANG    3  
 FR0859
 FR0859.Superseded values are not recommended for survey control.
 FR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0859.See file dsdata.txt to determine how the superseded data were derived.
 FR0859
 FR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0319308282(NAD 83)
 FR0859_MARKER: DS = TRIANGULATION STATION DISK
 FR0859_SETTING: 80 = SET IN A BOULDER
 FR0859_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0859
 FR0859  HISTORY     - Date     Condition        Report By
 FR0859  HISTORY     - 1958     MONUMENTED       CGS
 FR0859
 FR0859                          STATION DESCRIPTION
 FR0859
 FR0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0859'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF WILLIAMS
 FR0859'NEAR A MICRO-WAVE TOWER.
 FR0859'
 FR0859'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS, GO EAST
 FR0859'ON U.S. HIGHWAY 66 AND 89 FOR 2.3 MILES TO THEIR JUNCTION WITH
 FR0859'STATE HIGHWAY 64, CONTINUE AHEAD ON U.S. HIGHWAY 66 AND 89 FOR
 FR0859'5.2 MILES TO A T-ROAD AND CATTLE GUARD ON THE LEFT, TURN
 FR0859'LEFT, WEST, AND GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND
 FR0859'GO 3.2 MILES ON A GRAVELED ROAD TO A CROSSROAD AND THE EL
 FR0859'PASO NATURAL GAS CO. WILLIAMS COMPRESSOR STATION ON THE
 FR0859'LEFT, CONTINUE STRAIGHT AHEAD NORTH ON A TRACK ROAD AND GO
 FR0859'0.3 MILE TO A REVERSE Y-FORK, TURN LEFT, WEST, LEAVING THE
 FR0859'TRACK ROAD AND GO WESTERLY FOR 0.1 MILE TO A GRAVELED ROAD,
 FR0859'TURN RIGHT AND FOLLOW THE GRAVELED ROAD UPHILL FOR 0.5 MILE
 FR0859'TO A MICRO-WAVE STATION AT THE END OF THE ROAD AND THE
 FR0859'STATION AS DESCRIBED.
 FR0859'
 FR0859'THE STATION MARK, STAMPED EL PASO 1958, IS A STANDARD DISK
 FR0859'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FR0859'IT IS 81 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 FR0859'BLOCK BUILDING AND 6 FEET EAST OF A WITNESS SIGN POST.
 FR0859'
 FR0859'REFERENCE MARK NO. 1, STAMPED EL PASO NO 1 1958, IS A STANDARD
 FR0859'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FR0859'INCHES.  IT IS 80 FEET NORTH OF THE NORTHWEST CORNER OF A
 FR0859'CONCRETE BLOCK BUILDING AND 30 FEET NORTHEAST OF A WITNESS
 FR0859'SIGN POST.
 FR0859'
 FR0859'REFERENCE MARK NO. 2, STAMPED EL PASO NO 2 1958, IS A STANDARD
 FR0859'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FR0859'INCHES AND IS 21 FEET NORTH OF A WITNESS SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1992 ***********************************************************************
 CZ1992  DESIGNATION -  EL PASO GAS CO COMPRESS STA TK
 CZ1992  PID         -  CZ1992
 CZ1992  STATE/COUNTY-  AZ/PIMA
 CZ1992  USGS QUAD   -  WEST OF AVRA (1989)
 CZ1992
 CZ1992                         *CURRENT SURVEY CONTROL
 CZ1992  ___________________________________________________________________
 CZ1992* NAD 83(1992)-  32 21 42.84183(N)    111 22 24.85118(W)     ADJUSTED  
 CZ1992* NAVD 88     -              **(meters)            **(feet)            
 CZ1992  ___________________________________________________________________
 CZ1992  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CZ1992  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ1992  HORZ ORDER  -  THIRD
 CZ1992
 CZ1992.The horizontal coordinates were established by classical geodetic methods
 CZ1992.and adjusted by the National Geodetic Survey in August 1993.
 CZ1992
 CZ1992
 CZ1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1992
 CZ1992.The geoid height was determined by GEOID03.
 CZ1992
 CZ1992;                    North         East     Units Scale Factor Converg.
 CZ1992;SPC AZ C     -   151,123.815   264,471.553   MT  0.99993220   +0 17 26.5
 CZ1992;SPC AZ C     -   495,813.04    867,688.82   iFT  0.99993220   +0 17 26.5
 CZ1992;UTM  12      - 3,580,612.112   464,853.532   MT  0.99961523   -0 11 59.9
 CZ1992
 CZ1992                          SUPERSEDED SURVEY CONTROL
 CZ1992
 CZ1992  NAD 83(1986)-  32 21 42.83741(N)    111 22 24.84940(W) AD(       ) 4
 CZ1992  NAD 27      -  32 21 42.58000(N)    111 22 22.47200(W) AD(       ) 3
 CZ1992
 CZ1992.Superseded values are not recommended for survey control.
 CZ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1992.See file dsdata.txt to determine how the superseded data were derived.
 CZ1992
 CZ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6485480612(NAD 83)
 CZ1992_MARKER: 53 = ELEVATED TANK
 CZ1992
 CZ1992  HISTORY     - Date     Condition        Report By
 CZ1992  HISTORY     - 1962     FIRST OBSERVED   CGS
 CZ1992
 CZ1992                          STATION DESCRIPTION
 CZ1992
 CZ1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1992'THE STATION IS LOCATED 16 MILES WEST OF RILLITO, 9 MILES
 CZ1992'EAST-SOUTHEAST OF SILVER BELL, AT THE EL PASO NATURAL GAS
 CZ1992'CO.  COMPRESSOR STATION.
 CZ1992'
 CZ1992'IT IS A CYLINDRICAL TANK WITH A CONICAL SHAPPED ROOF, SUPPORTED
 CZ1992'BY A 4-LEGGED STEEL STRUCTURE WHICH IS PAINTED SILVER IN
 CZ1992'COLOR AND IS 90 HIGH, THE BALL AT THE APEX WAS THE POINT
 CZ1992'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0610 ***********************************************************************
 FP0610  DESIGNATION -  EL PASO WATER TANK
 FP0610  PID         -  FP0610
 FP0610  STATE/COUNTY-  AZ/APACHE
 FP0610  USGS QUAD   -  SUNRISE SPRINGS (1973)
 FP0610
 FP0610                         *CURRENT SURVEY CONTROL
 FP0610  ___________________________________________________________________
 FP0610* NAD 83(1992)-  35 33 16.56502(N)    109 43 27.96224(W)     ADJUSTED  
 FP0610* NAVD 88     -              **(meters)            **(feet)            
 FP0610  ___________________________________________________________________
 FP0610  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 FP0610  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 FP0610  HORZ ORDER  -  THIRD
 FP0610
 FP0610.The horizontal coordinates were established by classical geodetic methods
 FP0610.and adjusted by the National Geodetic Survey in August 1993.
 FP0610
 FP0610
 FP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0610
 FP0610.The geoid height was determined by GEOID03.
 FP0610
 FP0610;                    North         East     Units Scale Factor Converg.
 FP0610;SPC AZ E     -   505,188.654   253,452.454   MT  0.99991980   +0 15 25.7
 FP0610;SPC AZ E     - 1,657,443.09    831,536.92   iFT  0.99991980   +0 15 25.7
 FP0610;UTM  12      - 3,935,297.450   615,609.818   MT  0.99976470   +0 44 30.5
 FP0610
 FP0610                          SUPERSEDED SURVEY CONTROL
 FP0610
 FP0610  NAD 83(1986)-  35 33 16.56222(N)    109 43 27.96338(W) AD(       ) 4
 FP0610  NAD 27      -  35 33 16.51085(N)    109 43 25.56870(W) AD(       ) 3
 FP0610
 FP0610.Superseded values are not recommended for survey control.
 FP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0610.See file dsdata.txt to determine how the superseded data were derived.
 FP0610
 FP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE1561035297(NAD 83)
 FP0610_MARKER: 51 = TANK
 FP0610
 FP0610  HISTORY     - Date     Condition        Report By
 FP0610  HISTORY     - 1972     FIRST OBSERVED   NCGS
 FP0610
 FP0610                          STATION DESCRIPTION
 FP0610
 FP0610'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1354 ***********************************************************************
 FS1354  DESIGNATION -  EL PICO
 FS1354  PID         -  FS1354
 FS1354  STATE/COUNTY-  AZ/MOHAVE
 FS1354  USGS QUAD   -  CERBAT (1968)
 FS1354
 FS1354                         *CURRENT SURVEY CONTROL
 FS1354  ___________________________________________________________________
 FS1354* NAD 83(1992)-  35 21 58.24385(N)    114 14 15.78188(W)     ADJUSTED  
 FS1354* NAVD 88     -      1066.9    (meters)    3500.     (feet)  VERTCON   
 FS1354  ___________________________________________________________________
 FS1354  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS1354  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS1354  HORZ ORDER  -  SECOND
 FS1354
 FS1354.The horizontal coordinates were established by classical geodetic methods
 FS1354.and adjusted by the National Geodetic Survey in August 1993.
 FS1354
 FS1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1354
 FS1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1354
 FS1354.The geoid height was determined by GEOID03.
 FS1354
 FS1354;                    North         East     Units Scale Factor Converg.
 FS1354;SPC AZ W     -   484,320.800   169,039.222   MT  0.99995753   -0 16 56.3
 FS1354;SPC AZ W     - 1,588,979.00    554,590.62   iFT  0.99995753   -0 16 56.3
 FS1354;UTM  11      - 3,917,155.285   750,967.158   MT  1.00037627   +1 35 58.7
 FS1354
 FS1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1354!SPC AZ W     -   0.99983703  x   0.99995753  =   0.99979457
 FS1354!UTM  11      -   0.99983703  x   1.00037627  =   1.00021324
 FS1354
 FS1354|---------------------------------------------------------------------|
 FS1354| PID    Reference Object                     Distance      Geod. Az  |
 FS1354|                                                           dddmmss.s |
 FS1354| CS4804 EL PICO RM 1                         10.638 METERS 15014     |
 FS1354| CS4805 EL PICO RM 2                         10.647 METERS 32943     |
 FS1354| FS1066 CHLOR                               APPROX. 3.9 KM 3301146.6 |
 FS1354|---------------------------------------------------------------------|
 FS1354
 FS1354                          SUPERSEDED SURVEY CONTROL
 FS1354
 FS1354  NAD 83(1986)-  35 21 58.24085(N)    114 14 15.78066(W) AD(       ) 2
 FS1354  NGVD 29 (11/23/90) 1066.1    (m)         3498.     (f) VERT ANG    3  
 FS1354
 FS1354.Superseded values are not recommended for survey control.
 FS1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1354.See file dsdata.txt to determine how the superseded data were derived.
 FS1354
 FS1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5096717155(NAD 83)
 FS1354_MARKER: DS = TRIANGULATION STATION DISK
 FS1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1354+STABILITY: SURFACE MOTION
 FS1354
 FS1354  HISTORY     - Date     Condition        Report By
 FS1354  HISTORY     - 1981     MONUMENTED       AZDT
 FS1354
 FS1354                          STATION DESCRIPTION
 FS1354
 FS1354'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1354'THE STATION IS LOCATED 16 MILES NORTHWEST OF KINGMAN, 4 MILES
 FS1354'SOUTHWEST OF CHLORIDE AND ALONG ARIZONA HIGHWAY 93.
 FS1354'
 FS1354'THE STATION MARK IS A STANDARD DISK STAMPED, EL PICO 1981.  IT IS SET
 FS1354'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 96 FEET SOUTHWEST OF THE
 FS1354'HIGHWAY AND 4 FEET NORTHEAST OF THE WITNESS POST.
 FS1354'
 FS1354'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, EL PICO RM 1 1981.  IT IS
 FS1354'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1354'
 FS1354'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, EL PICO RM 2 1981.  IT IS
 FS1354'SET IN TOP OF A 12 INCH CONCRETE MONUMENT.
 FS1354'
 FS1354'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1354'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ON US 66
 FS1354'FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 10 TRAFFIC INTERCHANGE.
 FS1354'TRAVEL NORTH ALONG US 93 FOR 13.5 MILES TO SANTA CLAUS ON THE LEFT.
 FS1354'CONTINUE NORTH ALONG US 93 FOR 2.4 MILES TO THE STATION ON THE LEFT
 FS1354'ABOVE A SMALL CUT BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0423 ***********************************************************************
 GQ0423  HT_MOD      -  This is a Height Modernization Survey Station.
 GQ0423  DESIGNATION -  ELBOW
 GQ0423  PID         -  GQ0423
 GQ0423  STATE/COUNTY-  AZ/MOHAVE
 GQ0423  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0423
 GQ0423                         *CURRENT SURVEY CONTROL
 GQ0423  ___________________________________________________________________
 GQ0423* NAD 83(2007)-  36 47 23.66337(N)    113 59 02.98680(W)     ADJUSTED  
 GQ0423* NAVD 88     -       587.74   (meters)    1928.3    (feet)  GPS OBS   
 GQ0423  ___________________________________________________________________
 GQ0423  EPOCH DATE  -        2007.00
 GQ0423  X           -  -2,078,938.740 (meters)                     COMP
 GQ0423  Y           -  -4,672,848.503 (meters)                     COMP
 GQ0423  Z           -   3,799,083.488 (meters)                     COMP
 GQ0423  LAPLACE CORR-          13.16  (seconds)                    DEFLEC99
 GQ0423  ELLIP HEIGHT-         561.734 (meters)          (02/17/09) ADJUSTED
 GQ0423  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 GQ0423  HORZ ORDER  -  A
 GQ0423  ELLP ORDER  -  FOURTH    CLASS I
 GQ0423
 GQ0423.The horizontal coordinates were established by GPS observations
 GQ0423.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0423
 GQ0423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0423.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0423.The epoch date for horizontal control is a decimal equivalence
 GQ0423.of Year/Month/Day.
 GQ0423
 GQ0423.The orthometric height was determined by GPS observations and a
 GQ0423.high-resolution geoid model.
 GQ0423.The orthometric height was determined by GPS observations and a
 GQ0423.high-resolution geoid model using precise GPS observation and
 GQ0423.processing techniques.
 GQ0423
 GQ0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0423
 GQ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0423
 GQ0423.The ellipsoidal height was determined by GPS observations
 GQ0423.and is referenced to NAD 83.
 GQ0423
 GQ0423.The geoid height was determined by GEOID03.
 GQ0423
 GQ0423;                    North         East     Units Scale Factor Converg.
 GQ0423;SPC AZ W     -   642,204.144   192,460.931   MT  0.99993871   -0 08 24.9
 GQ0423;SPC AZ W     - 2,106,968.98    631,433.50   iFT  0.99993871   -0 08 24.9
 GQ0423;SPC NV E     - 8,227,507.778   342,726.515   MT  1.00015089   +0 57 28.4
 GQ0423;SPC NV E     -26,993,081.77  1,124,428.57   sFT  1.00015089   +0 57 28.4
 GQ0423;UTM  12      - 4,075,721.511   233,717.847   MT  1.00047364   -1 47 17.6
 GQ0423;UTM  11      - 4,075,810.242   769,109.219   MT  1.00049229   +1 48 26.0
 GQ0423
 GQ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0423!SPC AZ W     -   0.99991185  x   0.99993871  =   0.99985057
 GQ0423!SPC NV E     -   0.99991185  x   1.00015089  =   1.00006273
 GQ0423!UTM  12      -   0.99991185  x   1.00047364  =   1.00038545
 GQ0423!UTM  11      -   0.99991185  x   1.00049229  =   1.00040410
 GQ0423
 GQ0423|---------------------------------------------------------------------|
 GQ0423| PID    Reference Object                     Distance      Geod. Az  |
 GQ0423|                                                           dddmmss.s |
 GQ0423| CH3113 ELBOW RM 1                            7.445 METERS 02845     |
 GQ0423| CH3114 ELBOW RM 2                            7.620 METERS 11207     |
 GQ0423| CH3112 T39N R16W SECS 14 15 22 23                         2172335.3 |
 GQ0423|---------------------------------------------------------------------|
 GQ0423
 GQ0423                          SUPERSEDED SURVEY CONTROL
 GQ0423
 GQ0423  NAD 83(1992)-  36 47 23.65954(N)    113 59 02.99466(W) AD(       ) 2
 GQ0423  NAD 83(1986)-  36 47 23.65599(N)    113 59 02.99290(W) AD(       ) 2
 GQ0423  NAD 27      -  36 47 23.73960(N)    113 59 00.11340(W) AD(       ) 2
 GQ0423
 GQ0423.Superseded values are not recommended for survey control.
 GQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0423.See file dsdata.txt to determine how the superseded data were derived.
 GQ0423
 GQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3371875722(NAD 83)
 GQ0423_MARKER: DS = TRIANGULATION STATION DISK
 GQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0423_STAMPING: ELBOW 1960
 GQ0423_MARK LOGO: CGS   
 GQ0423_PROJECTION: PROJECTING 8 CENTIMETERS
 GQ0423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0423+STABILITY: SURFACE MOTION
 GQ0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0423+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0423
 GQ0423  HISTORY     - Date     Condition        Report By
 GQ0423  HISTORY     - 1960     MONUMENTED       CGS
 GQ0423  HISTORY     - 1979     GOOD             USGS
 GQ0423  HISTORY     - 20080910 GOOD             GEOANA
 GQ0423
 GQ0423                          STATION DESCRIPTION
 GQ0423
 GQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0423'STATION IS LOCATED IN THE DESERT FLATS, ABOUT 4-1/2 MILES
 GQ0423'EAST AND 1 MILE SOUTH OF MESQUITE, NEVADA, 6-3/4 MILES SOUTH
 GQ0423'AND 3 MILES WEST OF LITTLEFIELD, ARIZONA, AND 3-3/4 MILES
 GQ0423'EAST OF THE NEVADA-ARIZONA STATE LINE, IN THE SOUTHWEST 1/4
 GQ0423'OF SECTION 12, R 16 W, T 39 N.
 GQ0423'
 GQ0423'REACHED FROM THE POST OFFICE IN MESQUITE, NEVADA BY GOING
 GQ0423'WEST ON U.S. HIGHWAY 91 FOR 1.4 MILES TO A SIDE ROAD LEFT,
 GQ0423'TURN LEFT, SOUTH, ON MACADAM ROAD FOR 1.0 MILE TO THE SOUTH
 GQ0423'END OF A BRIDGE OVER THE VIRGIN RIVER AND FORKS, TAKE THE SECOND
 GQ0423'FORK FROM THE EAST AND FOLLOW GRADED ROAD SOUTHEASTERLY FOR
 GQ0423'2.95 MILES TO FORKS, TAKE LEFT FORK AND CONTINUE SOUTHEAST
 GQ0423'ON GRADED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT, TURN SHARP
 GQ0423'LEFT AND FOLLOW DESERT ROAD NORTHEAST FOR 3.0 MILES TO A
 GQ0423'T-INTERSECTION, TURN RIGHT AND CONTINUE ON DESERT ROAD
 GQ0423'SOUTHEAST FOR 0.1 MILE TO FORKS, TAKE LEFT FORK, EASTERLY, FOR
 GQ0423'1.0 MILE TO A GATE IN A NORTH-SOUTH FENCE (TO REACH THE
 GQ0423'AZIMUTH MARK FROM HERE TURN RIGHT ALONG THE EAST SIDE OF
 GQ0423'FENCE FOR 0.2 MILE TO THE MARK ON THE RIGHT AT A POINT WHERE
 GQ0423'FENCE TURNS SOUTHEAST), PASS THROUGH GATE AND CONTINUE ON DESERT
 GQ0423'ROAD, NORTHERLY, FOR 1.6 MILES TO FORKS AND STATION ON
 GQ0423'THE RIGHT.
 GQ0423'
 GQ0423'STATION MARKS ARE STANDARD DISKS, STAMPED ELBOW 1960.  THE
 GQ0423'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GQ0423'POST PROJECTING 3 INCHES.  IT IS 12 FEET EAST OF THE CENTER
 GQ0423'OF A NORTH-SOUTH ROAD AND 8 FEET NORTH OF THE CENTER OF A ROAD
 GQ0423'LEADING EAST.
 GQ0423'
 GQ0423'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELBOW NO 1 1960,
 GQ0423'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0423'2 INCHES.  IT IS 23 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 GQ0423'ROAD AND 11 FEET NORTH OF THE CENTER OF THE ROAD LEADING EAST.
 GQ0423'
 GQ0423'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELBOW NO 2 1960,
 GQ0423'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0423'3 INCHES.  IT IS 34 FEET SOUTH OF THE CENTER OF THE ROAD
 GQ0423'LEADING EAST AND 15 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 GQ0423'ROAD.
 GQ0423'
 GQ0423'T 39 N R 18 W IS A U.S. BUREAU OF LAND MANAGEMENT (FORMERLY
 GQ0423'GENERAL LAND OFFICE) SECTION CORNER MARKER, STAMPED T 39 N R 18
 GQ0423'W S15 S14 S22 S23, BOLTED TO THE TOP OF A 1-1/2 INCH PIPE
 GQ0423'PROJECTING 1 FOOT.  IT IS 1 FOOT SOUTH OF THE FENCE CORNER
 GQ0423'WHERE THE FENCE TURNS SOUTHEAST.
 GQ0423
 GQ0423                          STATION RECOVERY (1979)
 GQ0423
 GQ0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (TH)
 GQ0423'RECOVERED IN GOOD CONDITION.
 GQ0423
 GQ0423                          STATION RECOVERY (2008)
 GQ0423
 GQ0423'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0423'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY BRUCE SCHNEIDER
 GQ0423'(MOHAVE COUNTY) FOLLOWS.
 GQ0423' 
 GQ0423'TO REACH FROM THE INTERSECTION OF INTERSTATE 15 AND SANDHILL (EXIT
 GQ0423'122) IN MESQUITE, NEVADA, PROCEED SOUTH ON SANDHILL 0.2 MI (0.3 KM)
 GQ0423'THEN TURN EAST ON HILLSIDE FOR 0.9 MI (1.4 KM) TO THE ARIZONA STATE
 GQ0423'LINE.  CONTINUE EAST ON HILLSIDE (HIGHWAY 91) 1.7 MI (2.7 KM) TO
 GQ0423'SCENIC BOULEVARD.  PROCEED SOUTH ON SCENIC BOULEVARD 2.9 MI (4.7 KM)
 GQ0423'TO CHAPARRAL DRIVE.  PROCEED EAST ON CHAPARRAL DRIVE 0.6 MI (1.0 KM)
 GQ0423'TO DIRT ROAD.  PROCEED SOUTH ON DIRT ROAD APPROXIMATELY 300 FT (91.4
 GQ0423'M) TO STATION LOCATED 13 FT (4.0 M) EAST OF THE DIRT ROAD.
 GQ0423' 
 GQ0423'THE STATION IS A DISK SET IN THE TOP OF A 10 INCH (25 CM) SQUARE
 GQ0423'CONCRETE POST PROJECTING 3 INCHES (8 CM) IT IS LOCATED 24.4 FT (7.4 M)
 GQ0423'SOUTH OF REFERENCE MARK 2 AND 20 FT (6.1 M) WEST-NORTHWEST OF
 GQ0423'REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0633 ***********************************************************************
 FQ0633  DESIGNATION -  ELDEN
 FQ0633  PID         -  FQ0633
 FQ0633  STATE/COUNTY-  AZ/COCONINO
 FQ0633  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0633
 FQ0633                         *CURRENT SURVEY CONTROL
 FQ0633  ___________________________________________________________________
 FQ0633* NAD 83(1992)-  35 14 27.72349(N)    111 35 51.19005(W)     ADJUSTED  
 FQ0633* NAVD 88     -      2835.1    (meters)    9301.     (feet)  VERTCON   
 FQ0633  ___________________________________________________________________
 FQ0633  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 FQ0633  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 FQ0633  HORZ ORDER  -  SECOND
 FQ0633
 FQ0633.The horizontal coordinates were established by classical geodetic methods
 FQ0633.and adjusted by the National Geodetic Survey in August 1993.
 FQ0633
 FQ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0633
 FQ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0633
 FQ0633.The geoid height was determined by GEOID03.
 FQ0633
 FQ0633;                    North         East     Units Scale Factor Converg.
 FQ0633;SPC AZ C     -   470,359.227   242,402.785   MT  0.99991039   +0 11 02.9
 FQ0633;SPC AZ C     - 1,543,173.32    795,284.73   iFT  0.99991039   +0 11 02.9
 FQ0633;UTM  12      - 3,899,936.977   445,632.367   MT  0.99963643   -0 20 41.3
 FQ0633
 FQ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0633!SPC AZ C     -   0.99955882  x   0.99991039  =   0.99946925
 FQ0633!UTM  12      -   0.99955882  x   0.99963643  =   0.99919541
 FQ0633
 FQ0633|---------------------------------------------------------------------|
 FQ0633| PID    Reference Object                     Distance      Geod. Az  |
 FQ0633|                                                           dddmmss.s |
 FQ0633| CH3115 ELDEN RM 1                            7.732 METERS 09131     |
 FQ0633| FQ0630 FLAGSTAFF RADIO STA KVNA TOWER      APPROX. 5.6 KM 2011343.7 |
 FQ0633| FQ0629 FLAGSTAFF RADIO STA KVNA MAST       APPROX. 5.4 KM 2021742.0 |
 FQ0633| FQ0655 CHURCH LATTER DAY SAINTS SPIRE      APPROX. 6.3 KM 2184737.3 |
 FQ0633| FQ0651 FLAGSTAFF RAD STA KCLS S MAST       APPROX. 8.9 KM 2200218.3 |
 FQ0633| FQ0652 FLAGSTAFF RAD STA KCLS N MAST       APPROX. 8.8 KM 2200928.6 |
 FQ0633| CH3116 ELDEN RM 2                            8.553 METERS 32245     |
 FQ0633|---------------------------------------------------------------------|
 FQ0633
 FQ0633                          SUPERSEDED SURVEY CONTROL
 FQ0633
 FQ0633  NAD 83(1986)-  35 14 27.71887(N)    111 35 51.18857(W) AD(       ) 2
 FQ0633  NAD 27      -  35 14 27.68410(N)    111 35 48.60467(W) AD(       ) 2
 FQ0633  NGVD 29 (07/19/86) 2834.0    (m)         9298.     (f) VERT ANG    3  
 FQ0633
 FQ0633.Superseded values are not recommended for survey control.
 FQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0633.See file dsdata.txt to determine how the superseded data were derived.
 FQ0633
 FQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4563299937(NAD 83)
 FQ0633_MARKER: DS = TRIANGULATION STATION DISK
 FQ0633_SETTING: 80 = SET IN A BOULDER
 FQ0633_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0633
 FQ0633  HISTORY     - Date     Condition        Report By
 FQ0633  HISTORY     - 1958     MONUMENTED       CGS
 FQ0633  HISTORY     - 1959     GOOD             CGS
 FQ0633  HISTORY     - 1965     GOOD             USGS
 FQ0633  HISTORY     - 1972     GOOD             AZHD
 FQ0633  HISTORY     - 1974     GOOD             NGS
 FQ0633  HISTORY     - 1978     GOOD             NGS
 FQ0633
 FQ0633                          STATION DESCRIPTION
 FQ0633
 FQ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0633'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE CENTER
 FQ0633'OF FLAGSTAFF ON THE HIGHEST PART OF MT ELDEN AND JUST SOUTH
 FQ0633'OF THE U.S. FOREST SERVICE LOOKOUT.
 FQ0633'
 FQ0633'TO REACH THE STATION FROM THE CITY HALL OF FLAGSTAFF, GO NORTH
 FQ0633'ON BEAVER STREET FOR 0.5 MILE TO COLUMBUS AVE., TURN LEFT,
 FQ0633'WEST, GO ABOUT 2 BLOCKS TO THE END OF COLUMBUS AVE. AT A LARGE
 FQ0633'CURVE AND THE BEGINNING OF FORT VALLEY ROAD, BEAR TO THE RIGHT
 FQ0633'AND FOLLOW FORT VALLEY ROAD FOR 2.5 MILES TO A Y-FORK AND SIGN
 FQ0633'FLAGSTAFF COUNTRY CLUB, TURN RIGHT, NORTH, AS PER SIGN AND GO
 FQ0633'0.5 MILE TO A FORK, TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 FQ0633'ROAD UPHILL FOR 6.1 MILES TO A Y-FORK, TAKE THE LEFT FORK AND
 FQ0633'CONTINUE UPHILL FOR 0.6 MILE TO THE LOOKOUT AND THE STATION.
 FQ0633'
 FQ0633'THE STATION MARK, STAMPED ELDEN 1958, IS A STANDARD DISK
 FQ0633'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH ON THE NORTH
 FQ0633'SIDE AND PROJECTS 1 FOOT ON THE SOUTH SIDE.  IT IS 19 FEET
 FQ0633'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 FQ0633'
 FQ0633'REFERENCE MARK NO. 1, STAMPED ELDEN NO 1 1958, IS A STANDARD
 FQ0633'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 FQ0633'FEET AND IS 18 FEET SOUTH OF THE SOUTH SIDE OF THE LOOKOUT TOWER.
 FQ0633'
 FQ0633'REFERENCE MARK NO. 2, STAMPED ELDEN NO 2 1958, IS A STANDARD
 FQ0633'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 FQ0633'FEET AND IS 19 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 FQ0633'LOOKOUT TOWER.
 FQ0633
 FQ0633                          STATION RECOVERY (1959)
 FQ0633
 FQ0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0633'THE STATION WAS RECOVERED, THE STATION MARK AND REFERENCE MARKS
 FQ0633'WERE FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 FQ0633'NOT OBSERVED AT THIS TIME.
 FQ0633
 FQ0633                          STATION RECOVERY (1965)
 FQ0633
 FQ0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0633'RECOVERED IN GOOD CONDITION.
 FQ0633
 FQ0633                          STATION RECOVERY (1972)
 FQ0633
 FQ0633'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FQ0633'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0633'
 FQ0633'TO REACH AS PER DESCRIPTION.
 FQ0633'
 FQ0633'STATION MARK AS PER DESCRIPTION.
 FQ0633'
 FQ0633'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 FQ0633'
 FQ0633'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0633
 FQ0633                          STATION RECOVERY (1974)
 FQ0633
 FQ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0633'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FQ0633'FOUND IN GOOD CONDITION.  THE ANGLES TO THE REFERENCE MARKS
 FQ0633'CHECK THE 1958 VALUES ABOUT 1 MINUTE AND THE DISTANCE TO R.M.
 FQ0633'1 CHECKS 0.019 METER AND R.M. 2 CHECKS 0.004 METER.
 FQ0633'
 FQ0633'TO REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN
 FQ0633'FLAGSTAFF, GO WEST ALONG SANTA FE STREET FOR 0.15 MILE TO U.S.
 FQ0633'HIGHWAY 180, TURN RIGHT AND GO NORTH ALONG 180 FOR 3.15 MILES
 FQ0633'TO U.S. FORREST SERVICE ROUTE 420.  TURN RIGHT ALONG 420 FOR 0.5
 FQ0633'MILE TO ROAD 557 ON THE RIGHT.  TURN RIGHT FOR 6.5 MILES TO
 FQ0633'JUNCTION WITH ROADS 557 AND 557A.  TURN LEFT ALONG 557 FOR 0.6
 FQ0633'MILE TO THE STATION NEAR THE SOUTHWEST CORNER OF THE LOOKOUT
 FQ0633'TOWER.
 FQ0633'
 FQ0633'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0633'
 FQ0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE
 FQ0633'OF FLAGSTAFF
 FQ0633
 FQ0633                          STATION RECOVERY (1978)
 FQ0633
 FQ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FQ0633'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0633'DESCRIBED IN 1974 AND FOUND TO BE IN GOOD CONDITION.
 FQ0633'
 FQ0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0633'3 MILES NE OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0635 ***********************************************************************
 FQ0635  DESIGNATION -  ELDEN MOUNTAIN LOOKOUT TOWER
 FQ0635  PID         -  FQ0635
 FQ0635  STATE/COUNTY-  AZ/COCONINO
 FQ0635  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0635
 FQ0635                         *CURRENT SURVEY CONTROL
 FQ0635  ___________________________________________________________________
 FQ0635* NAD 83(1992)-  35 14 27.99224(N)    111 35 50.94814(W)     ADJUSTED  
 FQ0635* NAVD 88     -              **(meters)            **(feet)            
 FQ0635  ___________________________________________________________________
 FQ0635  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 FQ0635  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 FQ0635  HORZ ORDER  -  THIRD
 FQ0635
 FQ0635.The horizontal coordinates were established by classical geodetic methods
 FQ0635.and adjusted by the National Geodetic Survey in August 1993.
 FQ0635
 FQ0635
 FQ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0635
 FQ0635.The geoid height was determined by GEOID03.
 FQ0635
 FQ0635;                    North         East     Units Scale Factor Converg.
 FQ0635;SPC AZ C     -   470,367.528   242,408.874   MT  0.99991040   +0 11 03.0
 FQ0635;SPC AZ C     - 1,543,200.55    795,304.70   iFT  0.99991040   +0 11 03.0
 FQ0635;UTM  12      - 3,899,945.219   445,638.531   MT  0.99963642   -0 20 41.2
 FQ0635
 FQ0635                          SUPERSEDED SURVEY CONTROL
 FQ0635
 FQ0635  NAD 83(1986)-  35 14 27.98762(N)    111 35 50.94665(W) AD(       ) 4
 FQ0635  NAD 27      -  35 14 27.95286(N)    111 35 48.36276(W) AD(       ) 3
 FQ0635
 FQ0635.Superseded values are not recommended for survey control.
 FQ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0635.See file dsdata.txt to determine how the superseded data were derived.
 FQ0635
 FQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4563999945(NAD 83)
 FQ0635_MARKER: 57 = LOOKOUT TOWER
 FQ0635
 FQ0635  HISTORY     - Date     Condition        Report By
 FQ0635  HISTORY     - 1953     FIRST OBSERVED   CGS
 FQ0635  HISTORY     - 1958     GOOD             CGS
 FQ0635  HISTORY     - 1960     GOOD             CGS
 FQ0635  HISTORY     - 1966     GOOD             CGS
 FQ0635  HISTORY     - 1971     GOOD             NGS
 FQ0635  HISTORY     - 1973     GOOD             NGS
 FQ0635  HISTORY     - 1978     GOOD             NGS
 FQ0635  HISTORY     - 1981     GOOD             NGS
 FQ0635  HISTORY     - 19961002 GOOD             USPSQD
 FQ0635
 FQ0635                          STATION DESCRIPTION
 FQ0635
 FQ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0635'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF FLAGSTAFF
 FQ0635'ON THE HIGHEST POINT OF ELDEN MT.
 FQ0635'
 FQ0635'THE STATION IS A GLASS ENCLOSED CAB THAT IS SUPPORTED BY A 4
 FQ0635'LEGGED STEEL STRUCTURE AND HAS AN OVERALL HEIGHT OF APPROXIMATELY
 FQ0635'100 FEET.
 FQ0635'
 FQ0635'A TRAVERSE CONNECTION WAS MADE FROM A POINT DIRECTLY BENEATH
 FQ0635'THE CENTER OF THE LOOKOUT TO TRIANGULATION STATION ELDEN AND
 FQ0635'THE DISTANCE WAS FOUND TO BE 10.296 METERS.
 FQ0635
 FQ0635                          STATION RECOVERY (1960)
 FQ0635
 FQ0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0635'THE STATION IS A STANDARD FOREST SERVICE LOOKOUT TOWER LOCATED
 FQ0635'ON THE HIGHEST PART OF A PEAK LOCALLY KNOWN AS ELDEN MOUNTAIN
 FQ0635'WHICH IS APPROXIMATELY 3 MILES NORTH OF FLAGSTAFF.
 FQ0635'
 FQ0635'RECOVERED IN GOOD CONDITION.
 FQ0635
 FQ0635                          STATION RECOVERY (1966)
 FQ0635
 FQ0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 FQ0635'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1960 RECOVERY.
 FQ0635
 FQ0635                          STATION RECOVERY (1971)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FQ0635'THE STATION WAS IDENTIFIED FROM MAPS OF THE AREA.  THE PEAK OF THE
 FQ0635'ROOF WAS USED FOR AZIMUTH CONTROL.  THE TOWER WAS NOT VISITED.
 FQ0635
 FQ0635                          STATION RECOVERY (1973)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FQ0635'THIS INTERSECTION STATION WAS RECOVERED, BUT THE STATION SITE WAS
 FQ0635'NOT VISITED.
 FQ0635'
 FQ0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0635'3 MILES NE OF FLAGSTAFF.
 FQ0635
 FQ0635                          STATION RECOVERY (1978)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FQ0635'THE STATION WAS RECOVERED AS DESCRIBED.
 FQ0635'
 FQ0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0635'3 MILES NE OF FLAGSTAFF.
 FQ0635
 FQ0635                          STATION RECOVERY (1981)
 FQ0635
 FQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FQ0635'RECOVERED AS DESCRIBED.
 FQ0635'
 FQ0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 FQ0635'OF FLAGSTAFF.
 FQ0635
 FQ0635                          STATION RECOVERY (1996)
 FQ0635
 FQ0635'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1166 ***********************************************************************
 FS1166  DESIGNATION -  ELDORADO
 FS1166  PID         -  FS1166
 FS1166  STATE/COUNTY-  AZ/MOHAVE
 FS1166  USGS QUAD   -  MOHAVE MINE (1989)
 FS1166
 FS1166                         *CURRENT SURVEY CONTROL
 FS1166  ___________________________________________________________________
 FS1166* NAD 83(1992)-  35 44 44.22241(N)    114 34 39.12684(W)     ADJUSTED  
 FS1166* NAVD 88     -      1036.0    (meters)    3399.     (feet)  VERTCON   
 FS1166  ___________________________________________________________________
 FS1166  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 FS1166  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS1166  HORZ ORDER  -  FIRST
 FS1166
 FS1166.The horizontal coordinates were established by classical geodetic methods
 FS1166.and adjusted by the National Geodetic Survey in August 1993.
 FS1166
 FS1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1166
 FS1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1166
 FS1166.The geoid height was determined by GEOID03.
 FS1166
 FS1166;                    North         East     Units Scale Factor Converg.
 FS1166;SPC AZ W     -   526,623.591   138,511.641   MT  1.00000234   -0 29 00.4
 FS1166;SPC AZ W     - 1,727,767.69    454,434.52   iFT  1.00000234   -0 29 00.4
 FS1166;UTM  11      - 3,958,440.457   719,050.907   MT  1.00019131   +1 24 56.7
 FS1166
 FS1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1166!SPC AZ W     -   0.99984187  x   1.00000234  =   0.99984421
 FS1166!UTM  11      -   0.99984187  x   1.00019131  =   1.00003315
 FS1166
 FS1166|---------------------------------------------------------------------|
 FS1166| PID    Reference Object                     Distance      Geod. Az  |
 FS1166|                                                           dddmmss.s |
 FS1166| CC4731 ELDORADO RM 3 AZIMUTH                              09904     |
 FS1166| CC4728 ELDORADO AZ MK                                     1190244.5 |
 FS1166| CC4729 ELDORADO RM 1                         9.986 METERS 12242     |
 FS1166| CC4730 ELDORADO RM 2                         9.969 METERS 30424     |
 FS1166|---------------------------------------------------------------------|
 FS1166
 FS1166                          SUPERSEDED SURVEY CONTROL
 FS1166
 FS1166  NAD 83(1986)-  35 44 44.21564(N)    114 34 39.11529(W) AD(       ) 1
 FS1166  NAD 27      -  35 44 44.26100(N)    114 34 36.21500(W) AD(       ) 1
 FS1166  NGVD 29 (07/19/86) 1035.3    (m)         3397.     (f) VERT ANG    3  
 FS1166
 FS1166.Superseded values are not recommended for survey control.
 FS1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1166.See file dsdata.txt to determine how the superseded data were derived.
 FS1166
 FS1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1905158440(NAD 83)
 FS1166_MARKER: DS = TRIANGULATION STATION DISK
 FS1166_SETTING: 66 = SET IN ROCK OUTCROP
 FS1166_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1166+STABILITY: POSITION/ELEVATION WELL
 FS1166
 FS1166  HISTORY     - Date     Condition        Report By
 FS1166  HISTORY     - 1934     MONUMENTED       CGS
 FS1166  HISTORY     - 1935     GOOD             CGS
 FS1166  HISTORY     - 1950     GOOD             CGS
 FS1166  HISTORY     - 1972     GOOD             AZHD
 FS1166  HISTORY     - 1981     GOOD             AZDT
 FS1166  HISTORY     - 19870708 GOOD             LAWPC
 FS1166
 FS1166                          STATION DESCRIPTION
 FS1166
 FS1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1166'STATION IS ON THE MOST WESTERN (AND SLIGHTLY LOWER) OF TWO PEAKS
 FS1166'ABOUT 110 YARDS APART WHICH FORM THE MOST NORTHWESTERLY OF
 FS1166'THE HIGHER SUMMITS OF THE GRANITE MOUNTAINS, WHERE THE COUNTY
 FS1166'ROAD FROM CHLORIDE TO WILLOW BEACH CROSSES THE MOUNTAINS.
 FS1166'IT IS ABOUT 1 MILE W OF THE SUMMIT OF THE PASS ON THE ROAD AND
 FS1166'1/2 MILE S OF THE ROAD AT ITS NEAREST POINT.  THERE IS A
 FS1166'SIMILAR PEAK 3/8 MILE S OF THE STATION.
 FS1166'
 FS1166'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A
 FS1166'DRILL HOLE IN A BOULDER.
 FS1166'
 FS1166'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 FS1166'HOLES IN OUTCROPPING BEDROCK.
 FS1166'
 FS1166'TO REACH FROM CHLORIDE FOLLOW THE COUNTY ROAD TOWARD WILLOW
 FS1166'BEACH 30.4 MILES TO THE PASS (HIGHEST POINT IN ROAD),
 FS1166'CONTINUE ON THE ROAD 1.9 MILES AND TURN LEFT UP A WASH LEAVING
 FS1166'THE ROAD.  WASH LEADS W OF A BLACK MALPAIS HILL, THE ONLY HILL OF
 FS1166'THIS KIND IN THE VICINITY.  FOLLOW WASH 1.1 MILES TO THE END
 FS1166'OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, CLIMB W UP THE
 FS1166'RIDGE TO STATION.  ABOUT 15 MINUTES WALK.
 FS1166'
 FS1166'REFERENCE MARK (AZIMUTH) IS 110 YARDS ESE ON THE SLOPE OF THE
 FS1166'NEXT PEAK.
 FS1166
 FS1166                          STATION RECOVERY (1935)
 FS1166
 FS1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1166'THIS STATION WAS OCCUPIED IN THE WINTER OF 1934.  WORK WAS
 FS1166'RESUMED IN THE SPRING OF 1935.  THE STATION WAS FOUND IN
 FS1166'EXCELLENT CONDITION.  THE 1934 DESCRIPTION IS GOOD.
 FS1166
 FS1166                          STATION RECOVERY (1950)
 FS1166
 FS1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1166'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FS1166'AND FOUND TO BE AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 FS1166'
 FS1166'REFERENCE MARK NO. 2 IS 9.972 METERS, 32.72 FEET WEST-NORTHWEST
 FS1166'INSTEAD OF 10.028 METERS WEST.
 FS1166'
 FS1166'REFERENCE MARK NO. 3 IS APPROXIMATELY 200 YARDS EAST OF THE
 FS1166'STATION, INSTEAD OF 110 YARDS AS GIVEN.
 FS1166'
 FS1166'DIRECTIONS TO REFERENCE MARKS AS GIVEN IN THE 1934 DESCRIPTION
 FS1166'WERE FOUND TO BE CORRECT.  THE DIRECTIONS GIVEN ON THE 1934-1935
 FS1166'COMBINED LIST OF DIRECTIONS WERE FOUND TO BE ERRONEOUS.
 FS1166'
 FS1166'AN AZIMUTH MARK WAS SET IN 1947, BUT THE DIRECTION WAS NOT TAKEN
 FS1166'UNTIL 1950.
 FS1166'
 FS1166'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1166'A ROUND BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND, IS
 FS1166'STAMPED ELDORADO 1947.  IT IS 0.1 MILE SOUTH OF SIGN READING,
 FS1166'ELDORADO CANYON, WILLOW BEACH 12.5, CHLORIDE 32 FT.  100 FEET
 FS1166'EAST AND APPROXIMATELY 20 FEET HIGHER THAN THE ROAD, AND 50 FEET
 FS1166'WEST OF THE TOP AND CENTER OF SMALL HILL.
 FS1166'
 FS1166'THE NEW ROUTE TO THE STATION IS AS FOLLOWS--FROM THE JUNCTION
 FS1166'OF STATE HIGHWAY 62 AND U.S. HIGHWAY 93-466 WHICH IS 19 MILES
 FS1166'NORTHWEST OF THE DEPOT IN KINGMAN, DRIVE NORTH TOWARD HOOVER
 FS1166'(BOULDER) DAM FOR 24.2 MILES TO A CROSSROAD (0.3 MILE BEFORE
 FS1166'REACHING BOULDER INN).  TURN LEFT OFF HIGHWAY, PASS THROUGH WIRE
 FS1166'GATE, AND FOLLOW BLADED ROAD WESTWARD FOR 1.7 MILES TO AN
 FS1166'INTERSECTION (OLD CHLORIDE-WILLOW BEACH ROAD).  TURN RIGHT
 FS1166'AND CONTINUE 1.8 MILES TO A FORK.  KEEP RIGHT FORK, STRAIGHT
 FS1166'AHEAD, AND CONTINUE 2.05 MILES TO A T-ROAD INTERSECTION, ROAD
 FS1166'COMES IN FROM RIGHT NEAR OLD MINE.  KEEP STRAIGHT AHEAD ON
 FS1166'MAIN TRAVELED ROAD FOR 0.25 TO AZIMUTH MARK ON RIGHT.
 FS1166'CONTINUE AHEAD, NORTHWARD, FOR 0.15 MILE TO SIGN READING,
 FS1166'ELDORADO CANYON, WILLOW BEACH 12.5, CHLORIDE 32.  KEEP STRAIGHT
 FS1166'AHEAD ON MAIN TRAVELED BLADED ROAD FOR 0.6 MILE TO A
 FS1166'Y-FORK.  KEEP LEFT FORK AND CONTINUE 0.2 MILE TO A Y-FORK.
 FS1166'KEEP LEFT FORK FOR 0.5 MILE, PASSING AROUND NORTHWARD SIDE
 FS1166'OF A BLACK MALPIAS COVERED HILL, (THE ONLY HILL OF THIS TYPE
 FS1166'IN THE VICINITY) TO A TURN OFF INTO A WASH.  TURN LEFT
 FS1166'OFF ROAD AND DRIVE UP WASH 1.1 MILES TO END OF TRUCK
 FS1166'TRAVEL.  PACK WEST UP RIDGE TO THE SUMMIT AND STATION.  A PACK
 FS1166'OF 15 MINUTES.
 FS1166
 FS1166                          STATION RECOVERY (1972)
 FS1166
 FS1166'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FS1166'GENERAL LOCATION-ORIG. DESCRIPTION GOOD.
 FS1166'
 FS1166'TO REACH-ORIG. DESCRIPTION GOOD.
 FS1166'
 FS1166'STATION MARK-ORIG. DESCRIPTION GOOD.
 FS1166'
 FS1166'REFERENCE MARKS-R.M. 1 AND R.M. 2 FOUND IN PLACE.
 FS1166'
 FS1166'AZIMUTH MARK-NO SEARCH MADE.
 FS1166
 FS1166                          STATION RECOVERY (1981)
 FS1166
 FS1166'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1166'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTN MARK WERE
 FS1166'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS1166'
 FS1166'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1166'STOCTON HILL ROAD FOR 0.1 MILE TO US 66, TURN RIGHT ALONG US 66 AND
 FS1166'TRAVEL WEST FOR 2.3 MILES TO US 93 AND I 40 INTERCHANGE.  TRAVEL NORTH
 FS1166'ALONG US 93 FOR 35.2 MILES TO TO DETRITAL WASH BRIDGE, CONTINUE ALONG
 FS1166'US 93 FOR 7.65 MILES TO BOULDER INN ON THE LEFT. CONTINUE NORTH FOR
 FS1166'1.35 MILES TO AN EXXON STATION ON RIGHT, CONTINUE AHEAD FOR 2.25 MILES
 FS1166'TO A T ROAD ON THE LEFT, TURN LEFT ACROSS CATTLE GUARD AND TRAVEL WEST
 FS1166'FOR 2.95 MILE TO A FORK, TAKE RIGHT FORK FOR 0.05 MILE TO A FORK, TAKE
 FS1166'RIGHT FORK FOR 0.1 MILE TO A FORK, TAKE LEFT FORK 0.65 MILE TO A WASH.
 FS1166'TURN LEFT AND FOLLOW WASH SOUTH FOR 0.1 MILE THEN LEFT UP WASH FOR
 FS1166'0.45 MILE THEN RIGHT AT 8 FOOT YUCCA TREE FOR 0.3 MILE TO A FORK IN
 FS1166'WASH AT BASE OF RIDGE, TURN ONTO RIDGE ON DIM TRACKS FOR 0.3 MILE TO
 FS1166'END OF TRUCK TRAVEL.  PACK SOUTH UP STEEP HILL TO A POINT 20 FEET
 FS1166'BELOW TOP AND RM 3.  PACK NORTHWEST ALONG RIDGE TO THE NEXT HIGHEST
 FS1166'POINT AND STATION.
 FS1166
 FS1166                          STATION RECOVERY (1987)
 FS1166
 FS1166'RECOVERY NOTE BY LA WTR AND PWR COMM 1987 (MPL)
 FS1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0902 ***********************************************************************
 FQ0902  DESIGNATION -  ELEPHANT
 FQ0902  PID         -  FQ0902
 FQ0902  STATE/COUNTY-  AZ/NAVAJO
 FQ0902  USGS QUAD   -  ELEPHANT BUTTE (1972)
 FQ0902
 FQ0902                         *CURRENT SURVEY CONTROL
 FQ0902  ___________________________________________________________________
 FQ0902* NAD 83(1992)-  35 21 56.35565(N)    110 30 39.74729(W)     ADJUSTED  
 FQ0902* NAVD 88     -      1929.9    (meters)    6332.     (feet)  VERTCON   
 FQ0902  ___________________________________________________________________
 FQ0902  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 FQ0902  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FQ0902  HORZ ORDER  -  THIRD
 FQ0902
 FQ0902.The horizontal coordinates were established by classical geodetic methods
 FQ0902.and adjusted by the National Geodetic Survey in August 1993.
 FQ0902
 FQ0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0902
 FQ0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0902
 FQ0902.The geoid height was determined by GEOID03.
 FQ0902
 FQ0902;                    North         East     Units Scale Factor Converg.
 FQ0902;SPC AZ E     -   484,191.722   182,066.262   MT  0.99991206   -0 11 57.6
 FQ0902;SPC AZ E     - 1,588,555.52    597,330.26   iFT  0.99991206   -0 11 57.6
 FQ0902;UTM  12      - 3,913,703.670   544,419.110   MT  0.99962431   +0 16 58.8
 FQ0902
 FQ0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0902!SPC AZ E     -   0.99970082  x   0.99991206  =   0.99961291
 FQ0902!UTM  12      -   0.99970082  x   0.99962431  =   0.99932525
 FQ0902
 FQ0902:                Primary Azimuth Mark                     Grid Az
 FQ0902:SPC AZ E     -  MONTEZUMA                                001 34 51.8
 FQ0902:UTM  12      -  MONTEZUMA                                001 05 55.4
 FQ0902
 FQ0902|---------------------------------------------------------------------|
 FQ0902| PID    Reference Object                     Distance      Geod. Az  |
 FQ0902|                                                           dddmmss.s |
 FQ0902| FQ0908 MONTEZUMA                           APPROX. 8.7 KM 0012254.2 |
 FQ0902| CR9969 ELEPHANT RM 2                         4.051 METERS 06901     |
 FQ0902| CR9968 ELEPHANT RM 1                         2.417 METERS 18943     |
 FQ0902|---------------------------------------------------------------------|
 FQ0902
 FQ0902                          SUPERSEDED SURVEY CONTROL
 FQ0902
 FQ0902  NAD 83(1986)-  35 21 56.35291(N)    110 30 39.75026(W) AD(       ) 3
 FQ0902  NGVD 29 (02/23/90) 1929.1    (m)         6329.     (f) VERT ANG    3  
 FQ0902
 FQ0902.Superseded values are not recommended for survey control.
 FQ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0902.See file dsdata.txt to determine how the superseded data were derived.
 FQ0902
 FQ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4441913704(NAD 83)
 FQ0902_MARKER: DS = TRIANGULATION STATION DISK
 FQ0902_SETTING: 80 = SET IN A BOULDER
 FQ0902_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FQ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0902+STABILITY: SURFACE MOTION
 FQ0902
 FQ0902  HISTORY     - Date     Condition        Report By
 FQ0902  HISTORY     - 1966     MONUMENTED       USGS
 FQ0902  HISTORY     - 1967     GOOD             USGS
 FQ0902  HISTORY     - 1972     GOOD             USGS
 FQ0902
 FQ0902                          STATION DESCRIPTION
 FQ0902
 FQ0902'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0902'LOCATED ABOUT 26 MI NE. OF WINSLOW, ABOUT 14 MI E. OF
 FQ0902'COCONINO-NAVAJO COUNTY LINE, ABOUT 11 MI W. OF DILKON.  ON HIGHEST
 FQ0902'PART OF BUTTE KNOWN AS ELEPHANT BUTTE.
 FQ0902'
 FQ0902'STATION REACHED BY HELICOPTER.
 FQ0902'
 FQ0902'STATION MARK--STANDARD TABLET STAMPED---ELEPHANT 1966---, CEMENTED
 FQ0902'IN DRILL HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0902'
 FQ0902'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 FQ0902'HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0902'
 FQ0902'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 FQ0902'HOLE ON TOP OF ROCK FLUSH WITH GROUND.
 FQ0902
 FQ0902                          STATION RECOVERY (1967)
 FQ0902
 FQ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FQ0902'RECOVERED AS DESCRIBED BY USGS.
 FQ0902
 FQ0902                          STATION RECOVERY (1972)
 FQ0902
 FQ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0902'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1225 ***********************************************************************
 CY1225  DESIGNATION -  ELEVEN
 CY1225  PID         -  CY1225
 CY1225  STATE/COUNTY-  AZ/GRAHAM
 CY1225  USGS QUAD   -  ARTESIA NE (1966)
 CY1225
 CY1225                         *CURRENT SURVEY CONTROL
 CY1225  ___________________________________________________________________
 CY1225* NAD 83(1992)-  32 43 14.28036(N)    109 32 59.45748(W)     ADJUSTED  
 CY1225* NAVD 88     -       964.7    (meters)    3165.     (feet)  VERTCON   
 CY1225  ___________________________________________________________________
 CY1225  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CY1225  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CY1225  HORZ ORDER  -  SECOND
 CY1225
 CY1225.The horizontal coordinates were established by classical geodetic methods
 CY1225.and adjusted by the National Geodetic Survey in August 1993.
 CY1225
 CY1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1225
 CY1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1225
 CY1225.The geoid height was determined by GEOID03.
 CY1225
 CY1225;                    North         East     Units Scale Factor Converg.
 CY1225;SPC AZ E     -   190,940.572   271,179.227   MT  0.99994121   +0 20 00.3
 CY1225;SPC AZ E     -   626,445.45    889,695.63   iFT  0.99994121   +0 20 00.3
 CY1225;UTM  12      - 3,621,246.774   635,898.423   MT  0.99982773   +0 47 02.4
 CY1225
 CY1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1225!SPC AZ E     -   0.99985277  x   0.99994121  =   0.99979399
 CY1225!UTM  12      -   0.99985277  x   0.99982773  =   0.99968053
 CY1225
 CY1225|---------------------------------------------------------------------|
 CY1225| PID    Reference Object                     Distance      Geod. Az  |
 CY1225|                                                           dddmmss.s |
 CY1225| CC7336 ELEVEN RM 1                          14.594 METERS 05536     |
 CY1225| CC7335 ELEVEN AZ MK                                       0740158.9 |
 CY1225| CY1224 ELEVEN WM WINDMILL SSW               74.201 METERS 20457     |
 CY1225| CC7337 ELEVEN RM 2                           8.944 METERS 29403     |
 CY1225|---------------------------------------------------------------------|
 CY1225
 CY1225                          SUPERSEDED SURVEY CONTROL
 CY1225
 CY1225  NAD 83(1986)-  32 43 14.27440(N)    109 32 59.45381(W) AD(       ) 2
 CY1225  NAD 27      -  32 43 14.03300(N)    109 32 57.18200(W) AD(       ) 2
 CY1225  NGVD 29 (07/19/86)  964.1    (m)         3163.     (f) VERT ANG    3  
 CY1225
 CY1225.Superseded values are not recommended for survey control.
 CY1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1225.See file dsdata.txt to determine how the superseded data were derived.
 CY1225
 CY1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3589821247(NAD 83)
 CY1225_MARKER: DD = SURVEY DISK
 CY1225_SETTING: 0 = UNSPECIFIED SETTING
 CY1225_MARK LOGO: USSES 
 CY1225
 CY1225  HISTORY     - Date     Condition        Report By
 CY1225  HISTORY     - 1945     MONUMENTED       USSES
 CY1225
 CY1225                          STATION DESCRIPTION
 CY1225
 CY1225'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1225'STATION IS LOCATED ABOUT 8 MILES (AIR LINE) SE OF SOLOMONSVILLE,
 CY1225'ABOUT 4-1/2 MILES W OF THE 111 RANCH, AND ABOUT 1 MILE ESE OF
 CY1225'HAECKEL WHICH IS A STATION ON THE SOUTHERN PACIFIC CO. RAILROAD.
 CY1225'IT IS ON THE OPEN ROLLING LAND E OF THE SAN SIMON WASH.
 CY1225'
 CY1225'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY1225'GO ESE ON U.S. HIGHWAY 70 FOR 8.4 MILES TO WHERE A GRADED
 CY1225'GRAVEL ROAD TURNS RIGHT TO THE 111 RANCH.  (STATION LORENZO)
 CY1225'IS 82 FEET E OF THIS ROAD.) TURN RIGHT OFF U.S. HIGHWAY
 CY1225'70 AND GO ON THE GRADED ROAD FOR 4.5 MILES TO A GATE AT
 CY1225'THE ENTRANCE TO THE 111 RANCH.  PASS THROUGH THE GATE AND TAKE
 CY1225'THE LEFT FORK TO THE LEFT OF THE BUILDINGS FOR 0.05 MILE.
 CY1225'TAKE A RIGHT FORK AND GO ABOUT 50 FEET, KEEPING STRAIGHT
 CY1225'AHEAD ACROSS ANOTHER ROAD.  FOLLOW DIM TRACKS FOR 0.2 MILE
 CY1225'TO CATTLE GUARD.  CROSS THE CATTLE GUARD AND TAKE A DIM
 CY1225'RIGHT FORK FOR 0.9 MILE TO A FORKS.  TAKE THE RIGHT FORK
 CY1225'AND GO 1.0 MILE PASSING TO THE LEFT OF A WASHOUT.  HERE
 CY1225'PASS THROUGH A GATE AND CONTINUE FOR 0.5 MILE TO A N-S
 CY1225'FENCE.  TURN LEFT AND FOLLOW THE FENCE LINE FOR 0.25 MILE TO
 CY1225'ANOTHER ROAD AND GATE.  TURN RIGHT ONTO ROAD AND PASS
 CY1225'THROUGH THE GATE.  GO 1.4 MILES TO A FORKS.  TAKE THE
 CY1225'RIGHT FORK AND GO 1.2 MILES TO THE AZIMUTH MARK ON THE
 CY1225'RIGHT.  CONTINUE 0.2 MILE TO FORKS.  TAKE LEFT FORK AND
 CY1225'GO 0.2 MILE TO TWO GATES IN CORRALS AND WINDMILL.  (FOR
 CY1225'ABOUT THE LAST 2 MILES OF THIS ROUTE THE LONE WINDMILL CAN
 CY1225'BE SEEN.) PASS THROUGH BOTH GATES AND TURN RIGHT ALONG
 CY1225'FENCE LINE TO CORNER AND THEN BEAR RIGHT TO HIGHER
 CY1225'GROUND AND STATION, A DISTANCE OF ABOUT 0.1 MILE.
 CY1225'
 CY1225'THE STATION IS 242 FEET NNE OF A WOODEN WINDMILL, 116 FEET
 CY1225'NNW OF A Y FENCE CORNER, 91 FEET ESE OF THE CENTER OF A ROAD
 CY1225'RUNNING NE AND SW, 50 FEET NNW OF AN E-W TRACK ROAD, AND 11-1/2
 CY1225'FEET E OF A 4 INCH SQUARE WHITE WINTESS POST.  IT IS MARKED
 CY1225'BY A STANDARD U.S. SOIL EROSION SERVICE STATION DISK SET
 CY1225'IN A RECTANGULAR CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CY1225'THE GROUND.  DISK IS UNSTAMPED.
 CY1225'
 CY1225'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 1/2 FOOT
 CY1225'HIGHER.  IT IS A BRONZE REFERENCE DISK
 CY1225'STAMPED---ELEVEN USSES NO 1 1945---, AND
 CY1225'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY1225'PROJECTS 3 INCHES ABOVE THE GROUND.
 CY1225'
 CY1225'REFERENCE MARK 2 IS NNW OF THE STATION AND ABOUT 1/2 FOOT
 CY1225'HIGHER.  IT IS A BRONZE REFERENCE DISK
 CY1225'STAMPED---ELEVEN USSES NO 2 1945---, AND
 CY1225'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY1225'PROJECTS 5 INCHES ABOVE THE GROUND.
 CY1225'
 CY1225'AZIMUTH MARK IS 3/8 MILE ENE OF THE STATION ON A LOW RIDGE.
 CY1225'IT IS 101 FEET NE OF THE CENTER OF THE ROAD TO THE STATION
 CY1225'AND 3 FEET W OF A 4 INCH SQUARE WHITE WITNESS POST.  IT IS A
 CY1225'BRONZE AZIMUTH DISK STAMPED---ELEVEN USSES 1945---, AND SET IN A
 CY1225'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 CY1225'
 CY1225'A WOODEN WINDMILL IS 242 FEET SSW OF THE STATION.  IT IS
 CY1225'ON LOWER GROUND THAN THE STATION.  THERE ARE SEVERAL CORRALS
 CY1225'AND A SHED NEXT TO IT.  IT IS THE ONLY ONE VISIBLE FOR MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1224 ***********************************************************************
 CY1224  DESIGNATION -  ELEVEN WM WINDMILL SSW
 CY1224  PID         -  CY1224
 CY1224  STATE/COUNTY-  AZ/GRAHAM
 CY1224  USGS QUAD   -  ARTESIA NE (1966)
 CY1224
 CY1224                         *CURRENT SURVEY CONTROL
 CY1224  ___________________________________________________________________
 CY1224* NAD 83(1992)-  32 43 12.09645(N)    109 33 00.65940(W)     ADJUSTED  
 CY1224* NAVD 88     -              **(meters)            **(feet)            
 CY1224  ___________________________________________________________________
 CY1224  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CY1224  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CY1224  HORZ ORDER  -  THIRD
 CY1224
 CY1224.The horizontal coordinates were established by classical geodetic methods
 CY1224.and adjusted by the National Geodetic Survey in August 1993.
 CY1224
 CY1224
 CY1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1224
 CY1224.The geoid height was determined by GEOID03.
 CY1224
 CY1224;                    North         East     Units Scale Factor Converg.
 CY1224;SPC AZ E     -   190,873.118   271,148.322   MT  0.99994116   +0 19 59.7
 CY1224;SPC AZ E     -   626,224.14    889,594.23   iFT  0.99994116   +0 19 59.7
 CY1224;UTM  12      - 3,621,179.087   635,868.053   MT  0.99982763   +0 47 01.7
 CY1224
 CY1224                          SUPERSEDED SURVEY CONTROL
 CY1224
 CY1224  NAD 83(1986)-  32 43 12.08969(N)    109 33 00.65692(W) AD(       ) 4
 CY1224  NAD 27      -  32 43 11.86200(N)    109 32 58.37700(W) AD(       ) 3
 CY1224
 CY1224.Superseded values are not recommended for survey control.
 CY1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1224.See file dsdata.txt to determine how the superseded data were derived.
 CY1224
 CY1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3586821179(NAD 83)
 CY1224_MARKER: 66 = WINDMILL
 CY1224_MARK LOGO: NONE  
 CY1224
 CY1224  HISTORY     - Date     Condition        Report By
 CY1224  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1224
 CY1224                          STATION DESCRIPTION
 CY1224
 CY1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY1224'STATION IS LOCATED ABOUT 8 MILES (AIR LINE) SE OF SOLOMONSVILLE,
 CY1224'ABOUT 4-1/2 MILES W OF THE 111 RANCH, AND ABOUT 1 MILE ESE OF
 CY1224'HAECKEL WHICH IS A STATION ON THE SOUTHERN PACIFIC CO. RAILROAD.
 CY1224'IT IS ON THE OPEN ROLLING LAND E OF THE SAN SIMON WASH.
 CY1224'
 CY1224'A WOODEN WINDMILL IS 242 FEET SSW OF STATION ELEVEN USSES.  IT IS ON
 CY1224'LOWER GROUND THAN STATION ELEVEN USSES.  THERE ARE SEVERAL CORRALS
 CY1224'AND A SHED NEXT TO IT.  IT IS THE ONLY ONE VISIBLE FOR MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1045 ***********************************************************************
 CG1045  DESIGNATION -  ELGIN
 CG1045  PID         -  CG1045
 CG1045  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1045  USGS QUAD   -  ELGIN (1978)
 CG1045
 CG1045                         *CURRENT SURVEY CONTROL
 CG1045  ___________________________________________________________________
 CG1045* NAD 83(1992)-  31 37 34.68565(N)    110 33 10.54390(W)     ADJUSTED  
 CG1045* NAVD 88     -      1516.     (meters)    4974.     (feet)  SCALED    
 CG1045  ___________________________________________________________________
 CG1045  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CG1045  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CG1045  HORZ ORDER  -  FIRST
 CG1045
 CG1045.The horizontal coordinates were established by classical geodetic methods
 CG1045.and adjusted by the National Geodetic Survey in August 1993.
 CG1045
 CG1045.The orthometric height was scaled from a topographic map.
 CG1045
 CG1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1045
 CG1045.The geoid height was determined by GEOID03.
 CG1045
 CG1045;                    North         East     Units Scale Factor Converg.
 CG1045;SPC AZ C     -    70,241.631   342,736.385   MT  1.00010638   +0 42 54.8
 CG1045;SPC AZ C     -   230,451.55  1,124,463.21   iFT  1.00010638   +0 42 54.8
 CG1045;SPC AZ E     -    69,498.928   176,717.151   MT  0.99991655   -0 12 09.2
 CG1045;SPC AZ E     -   228,014.86    579,780.68   iFT  0.99991655   -0 12 09.2
 CG1045;UTM  12      - 3,499,102.002   542,398.827   MT  0.99962217   +0 14 04.0
 CG1045
 CG1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1045!SPC AZ C     -   0.99976645  x   1.00010638  =   0.99987280
 CG1045!SPC AZ E     -   0.99976645  x   0.99991655  =   0.99968302
 CG1045!UTM  12      -   0.99976645  x   0.99962217  =   0.99938871
 CG1045
 CG1045:                Primary Azimuth Mark                     Grid Az
 CG1045:SPC AZ C     -  BABOCOMARI                               071 41 01.2
 CG1045:SPC AZ E     -  BABOCOMARI                               072 36 05.2
 CG1045:UTM  12      -  BABOCOMARI                               072 09 52.0
 CG1045
 CG1045|---------------------------------------------------------------------|
 CG1045| PID    Reference Object                     Distance      Geod. Az  |
 CG1045|                                                           dddmmss.s |
 CG1045| CG0965 BABOCOMARI                          APPROX.11.1 KM 0722356.0 |
 CG1045| CC7338 ELGIN RM 1                           11.964 METERS 08537     |
 CG1045| CC7339 ELGIN RM 2                           12.577 METERS 35254     |
 CG1045|---------------------------------------------------------------------|
 CG1045
 CG1045                          SUPERSEDED SURVEY CONTROL
 CG1045
 CG1045  NAD 83(1986)-  31 37 34.67471(N)    110 33 10.53602(W) AD(       ) 1
 CG1045  NAD 27      -  31 37 34.35200(N)    110 33 08.22800(W) AD(       ) 1
 CG1045
 CG1045.Superseded values are not recommended for survey control.
 CG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1045.See file dsdata.txt to determine how the superseded data were derived.
 CG1045
 CG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV4239999102(NAD 83)
 CG1045_MARKER: DS = TRIANGULATION STATION DISK
 CG1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1045
 CG1045  HISTORY     - Date     Condition        Report By
 CG1045  HISTORY     - 1938     MONUMENTED       CGS
 CG1045  HISTORY     - 1962     GOOD             AMS
 CG1045
 CG1045                          STATION DESCRIPTION
 CG1045
 CG1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1045'STATION IS LOCATED ABOUT 3.0 MILES SW OF ELGIN AND ABOUT 1.0
 CG1045'MILE W OF THE ELGIN-CANELO ROAD ON THE HIGHEST POINT OF A GRASSY
 CG1045'HILL 1/4 MILE SW OF AN ABANDONED OIL WELL.  (ABANDONED MACHINERY
 CG1045'AT OLD WELL IS VISIBLE FROM THE MAIN ROAD).
 CG1045'
 CG1045'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CG1045'BRONZE DISKS SET IN CONCRETE.
 CG1045'
 CG1045'TO REACH FROM ELGIN GO S ON THE ROAD TO CANILLE STORE AND CANELO
 CG1045'RANGER STATION FOR 0.7 MILE TO A FORK.  KEEP STRAIGHT AHEAD ON
 CG1045'CANELO ROAD 0.9 MILE TO A GATE ON THE RIGHT AT THE TOP OF A
 CG1045'HILL.  (AZIMUTH MARK ON W SIDE OF FENCE AT S END OF GATE).  TURN
 CG1045'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD WSW ABOUT 1/4 MILE TO
 CG1045'OLD OIL WELL.  SWING LEFT DOWN HILL ACROSS FLAT TO WINDMILL AND
 CG1045'CONCRETE WATER TANK IN DRAW.  FROM WINDMILL GO S OVER THE
 CG1045'FIRST LOW RIDGE AND UP THE DRAW TO THE NEXT RIDGE AND TURN SW
 CG1045'ALONG THE TOP OF THE RIDGE TO THE HIGHEST POINT AND STATION
 CG1045'ABOUT 0.4 MILE FROM THE WINDMILL.
 CG1045'
 CG1045'STATION AND REFERENCE MARKS ARE ON BARE OPEN HILLTOP AND EASILY
 CG1045'LOCATED.
 CG1045
 CG1045                          STATION RECOVERY (1962)
 CG1045
 CG1045'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 CG1045'THE DESCRIPTION OF 1938 IS NO LONGER ADEQUATE AND SHOULD BE REVISED
 CG1045'AS FOLLOWS--
 CG1045'
 CG1045'STATION IS LOCATED ABOUT 3.0 MILES SW. OF ELGIN AND ABOUT 1.0
 CG1045'MILES W. OF THE ELGIN-CANELO ROAD ON THE HIGHEST POINT OF A
 CG1045'GRASSY HILL.  STATION AND REFERENCE MARKS ARE ON BARE OPEN
 CG1045'HILLTOP AND EASILY LOCATED.
 CG1045'
 CG1045'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CG1045'BRONZE DISKS SET IN CONCRETE.
 CG1045'
 CG1045'TO REACH FROM ELGIN GO S. ON THE ROAD TO CANELO FOR 0.7 MILE TO A
 CG1045'FORK.  KEEP STRAIGHT AHEAD ON THE CANELO ROAD AND CONTINUE S. FOR
 CG1045'1.9 MILES TO A GATE ON THE RIGHT AND MAINTENANCE ROAD FOR THE
 CG1045'EL PASO NATURAL GAS COMPANY PIPE LINE.  TURN RIGHT PASSING THROUGH
 CG1045'GATE AND GO WEST ON MAINTENANCE ROAD FOR 0.7 MILE TO CREST OF
 CG1045'RIDGE, TURN LEFT AND GO SOUTH CROSS COUNTRY FOR 0.1 MILE TO
 CG1045'SITE OF STATION.
 CG1045'
 CG1045'ALL OTHER DATA FOR THIS DESCRIPTION IS SATISFACTORY.
 CG1045'
 CG1045'REFERENCE MARK NO. 1 WAS MEASURED WITHIN 20 IN OF THE LISTED
 CG1045'DIRECTION AND WITHIN .002 METER OF THE LISTED DISTANCE.
 CG1045'
 CG1045'REFERENCE MARK NO. 2 WAS MEASURED WITHIN 09 IN OF THE LISTED
 CG1045'DIRECTION AND WITHIN .001 METER OF THE LISTED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0478 ***********************************************************************
 ER0478  DESIGNATION -  ELJO
 ER0478  PID         -  ER0478
 ER0478  STATE/COUNTY-  AZ/APACHE
 ER0478  USGS QUAD   -  COYOTE HILLS (1969)
 ER0478
 ER0478                         *CURRENT SURVEY CONTROL
 ER0478  ___________________________________________________________________
 ER0478* NAD 83(1992)-  34 07 55.93822(N)    109 14 55.30248(W)     ADJUSTED  
 ER0478* NAVD 88     -      2144.8    (meters)    7037.     (feet)  VERTCON   
 ER0478  ___________________________________________________________________
 ER0478  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 ER0478  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0478  HORZ ORDER  -  SECOND
 ER0478
 ER0478.The horizontal coordinates were established by classical geodetic methods
 ER0478.and adjusted by the National Geodetic Survey in August 1993.
 ER0478
 ER0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0478
 ER0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0478
 ER0478.The geoid height was determined by GEOID03.
 ER0478
 ER0478;                    North         East     Units Scale Factor Converg.
 ER0478;SPC AZ E     -   347,697.636   298,027.881   MT  0.99998834   +0 30 54.4
 ER0478;SPC AZ E     - 1,140,740.28    977,781.76   iFT  0.99998834   +0 30 54.4
 ER0478;UTM  12      - 3,778,199.844   661,487.616   MT  0.99992147   +0 58 58.4
 ER0478
 ER0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0478!SPC AZ E     -   0.99966695  x   0.99998834  =   0.99965529
 ER0478!UTM  12      -   0.99966695  x   0.99992147  =   0.99958845
 ER0478
 ER0478:                Primary Azimuth Mark                     Grid Az
 ER0478:SPC AZ E     -  STATE                                    013 38 53.3
 ER0478:UTM  12      -  STATE                                    013 10 49.3
 ER0478
 ER0478|---------------------------------------------------------------------|
 ER0478| PID    Reference Object                     Distance      Geod. Az  |
 ER0478|                                                           dddmmss.s |
 ER0478| ER0475 STATE                               APPROX. 4.5 KM 0140947.7 |
 ER0478| CD2845 ELJO RM 1                            10.756 METERS 09334     |
 ER0478| CD2846 ELJO RM 2                            10.699 METERS 26901     |
 ER0478|---------------------------------------------------------------------|
 ER0478
 ER0478                          SUPERSEDED SURVEY CONTROL
 ER0478
 ER0478  NAD 83(1986)-  34 07 55.93701(N)    109 14 55.30861(W) AD(       ) 2
 ER0478  NAD 27      -  34 07 55.76929(N)    109 14 53.00334(W) AD(       ) 2
 ER0478  NGVD 29 (07/19/86) 2143.8    (m)         7033.     (f) VERT ANG    3  
 ER0478
 ER0478.Superseded values are not recommended for survey control.
 ER0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0478.See file dsdata.txt to determine how the superseded data were derived.
 ER0478
 ER0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6148878200(NAD 83)
 ER0478_MARKER: DD = SURVEY DISK
 ER0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0478+STABILITY: SURFACE MOTION
 ER0478
 ER0478  HISTORY     - Date     Condition        Report By
 ER0478  HISTORY     - 1978     MONUMENTED       AZDT
 ER0478
 ER0478                          STATION DESCRIPTION
 ER0478
 ER0478'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0478'THE STATION IS ABOUT 2 MILES EAST OF SPRINGERVILLE ON SOUTH
 ER0478'SIDE OF U.S. HWY. 60 INSIDE THE R/W FENCE LINE.
 ER0478'
 ER0478'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ELJO 1978
 ER0478'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 97 FEET SOUTH
 ER0478'OF HWY. CENTERLINE, 4 FEET NORTH OF R/W FENCE AND MARKED WITH A
 ER0478'WITNESS POST AND SIGN.
 ER0478'
 ER0478'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ELJO
 ER0478'RM 1 1978, SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET
 ER0478'NORTH OF R/W FENCE.
 ER0478'
 ER0478'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED ELJO
 ER0478'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2 FEET NORTH
 ER0478'OF R/W FENCE.
 ER0478'
 ER0478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-180-666,
 ER0478'0.7 MILE EAST OF SPRINGERVILLE, TRAVEL EAST ON U.S. HWY. 60 FOR
 ER0478'1.3 MILES TO M.P. 389.91 AND THE STATION ON THE RIGHT.
 ER0478'
 ER0478'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0853 ***********************************************************************
 ES0853  DESIGNATION -  ELK
 ES0853  PID         -  ES0853
 ES0853  STATE/COUNTY-  AZ/COCONINO
 ES0853  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0853
 ES0853                         *CURRENT SURVEY CONTROL
 ES0853  ___________________________________________________________________
 ES0853* NAD 83(1992)-  34 36 26.65300(N)    111 12 54.02377(W)     ADJUSTED  
 ES0853* NAVD 88     -      2105.9    (meters)    6909.     (feet)  VERTCON   
 ES0853  ___________________________________________________________________
 ES0853  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ES0853  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0853  HORZ ORDER  -  SECOND
 ES0853
 ES0853.The horizontal coordinates were established by classical geodetic methods
 ES0853.and adjusted by the National Geodetic Survey in August 1993.
 ES0853
 ES0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0853
 ES0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0853
 ES0853.The geoid height was determined by GEOID03.
 ES0853
 ES0853;                    North         East     Units Scale Factor Converg.
 ES0853;SPC AZ C     -   400,248.910   277,711.831   MT  0.99995103   +0 23 54.7
 ES0853;SPC AZ C     - 1,313,152.59    911,128.05   iFT  0.99995103   +0 23 54.7
 ES0853;UTM  12      - 3,829,528.033   480,287.028   MT  0.99960479   -0 07 19.6
 ES0853
 ES0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0853!SPC AZ C     -   0.99967323  x   0.99995103  =   0.99962428
 ES0853!UTM  12      -   0.99967323  x   0.99960479  =   0.99927815
 ES0853
 ES0853:                Primary Azimuth Mark                     Grid Az
 ES0853:SPC AZ C     -  HAY                                      088 37 32.9
 ES0853:UTM  12      -  HAY                                      089 08 47.2
 ES0853
 ES0853|---------------------------------------------------------------------|
 ES0853| PID    Reference Object                     Distance      Geod. Az  |
 ES0853|                                                           dddmmss.s |
 ES0853| ES0859 HAY                                 APPROX. 2.0 KM 0890127.6 |
 ES0853| ES0879 SPRING                              APPROX. 0.6 KM 2542317.8 |
 ES0853|---------------------------------------------------------------------|
 ES0853
 ES0853                          SUPERSEDED SURVEY CONTROL
 ES0853
 ES0853  NAD 83(1986)-  34 36 26.64498(N)    111 12 54.02777(W) AD(       ) 2
 ES0853  NGVD 29 (07/10/87) 2104.9    (m)         6906.     (f) VERT ANG    3  
 ES0853
 ES0853.Superseded values are not recommended for survey control.
 ES0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0853.See file dsdata.txt to determine how the superseded data were derived.
 ES0853
 ES0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8028729528(NAD 83)
 ES0853_MARKER: DS = TRIANGULATION STATION DISK
 ES0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0853+STABILITY: SURFACE MOTION
 ES0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0853+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2008
 ES0853
 ES0853  HISTORY     - Date     Condition        Report By
 ES0853  HISTORY     - 1981     MONUMENTED       AZDT
 ES0853  HISTORY     - 19980813 GOOD             USPSQD
 ES0853  HISTORY     - 20080724 GOOD             GEOCAC
 ES0853
 ES0853                          STATION DESCRIPTION
 ES0853
 ES0853'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0853'THE STATION IS LOCATED 20 MILES NORTHEAST OF PINE, 1.5 MILES SOUTHWEST
 ES0853'OF THE BLUE RIDGE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0853'
 ES0853'THE STATION MARK IS AN AZDT DISK STAMPED---ELK 1981---SET IN TOP
 ES0853'OF A CONCRTE MONUMENT 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 ES0853'AND 7 FEET NORTHWEST OF A CAIRN.
 ES0853'
 ES0853'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0853'
 ES0853'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0853'STATE ROUTE 87 FOR 29.9 MILES TO THE STATION ON THE LEFT AT THE END OF
 ES0853'RIGHT CURVE.  THE STATION IS 1.6 MILES BY HIGHWAY SOUTHWEST OF THE
 ES0853'BLUE RIDGE RANGER STATION.
 ES0853
 ES0853                          STATION RECOVERY (1998)
 ES0853
 ES0853'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0853'RECOVERED IN GOOD CONDITION.
 ES0853
 ES0853                          STATION RECOVERY (2008)
 ES0853
 ES0853'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2072 ***********************************************************************
 DU2072  DESIGNATION -  ELKS
 DU2072  PID         -  DU2072
 DU2072  STATE/COUNTY-  AZ/PINAL
 DU2072  USGS QUAD   -  FLORENCE (1981)
 DU2072
 DU2072                         *CURRENT SURVEY CONTROL
 DU2072  ___________________________________________________________________
 DU2072* NAD 83(1992)-  33 00 08.78141(N)    111 28 29.48953(W)     ADJUSTED  
 DU2072* NAVD 88     -       445.4    (meters)    1461.     (feet)  VERTCON   
 DU2072  ___________________________________________________________________
 DU2072  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DU2072  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU2072  HORZ ORDER  -  SECOND
 DU2072
 DU2072.The horizontal coordinates were established by classical geodetic methods
 DU2072.and adjusted by the National Geodetic Survey in August 1993.
 DU2072
 DU2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2072
 DU2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2072
 DU2072.The geoid height was determined by GEOID03.
 DU2072
 DU2072;                    North         East     Units Scale Factor Converg.
 DU2072;SPC AZ C     -   222,108.738   254,643.324   MT  0.99992101   +0 14 26.3
 DU2072;SPC AZ C     -   728,703.21    835,443.98   iFT  0.99992101   +0 14 26.3
 DU2072;UTM  12      - 3,651,657.485   455,641.738   MT  0.99962426   -0 15 31.1
 DU2072
 DU2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2072!SPC AZ C     -   0.99993472  x   0.99992101  =   0.99985574
 DU2072!UTM  12      -   0.99993472  x   0.99962426  =   0.99955901
 DU2072
 DU2072:                Primary Azimuth Mark                     Grid Az
 DU2072:SPC AZ C     -  ADAMS                                    083 11 31.8
 DU2072:UTM  12      -  ADAMS                                    083 41 29.2
 DU2072
 DU2072|---------------------------------------------------------------------|
 DU2072| PID    Reference Object                     Distance      Geod. Az  |
 DU2072|                                                           dddmmss.s |
 DU2072| DU2070 ADAMS                               APPROX. 2.8 KM 0832558.1 |
 DU2072| CH5118 ELKS RM 1                            13.672 METERS 09236     |
 DU2072| CH5119 ELKS RM 2                            13.620 METERS 26712     |
 DU2072|---------------------------------------------------------------------|
 DU2072
 DU2072                          SUPERSEDED SURVEY CONTROL
 DU2072
 DU2072  NAD 83(1986)-  33 00 08.77368(N)    111 28 29.49042(W) AD(       ) 2
 DU2072  NAD 27      -  33 00 08.55104(N)    111 28 27.04891(W) AD(       ) 2
 DU2072  NGVD 29 (07/19/86)  444.9    (m)         1460.     (f) VERT ANG    3  
 DU2072
 DU2072.Superseded values are not recommended for survey control.
 DU2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2072.See file dsdata.txt to determine how the superseded data were derived.
 DU2072
 DU2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5564251657(NAD 83)
 DU2072_MARKER: DD = SURVEY DISK
 DU2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2072+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2007
 DU2072
 DU2072  HISTORY     - Date     Condition        Report By
 DU2072  HISTORY     - 1975     MONUMENTED       AZDT
 DU2072  HISTORY     - 19960213 GOOD             USPSQD
 DU2072  HISTORY     - 20050223 GOOD             USPSQD
 DU2072  HISTORY     - 20060224 GOOD             USPSQD
 DU2072  HISTORY     - 20070326 GOOD             GEOCAC
 DU2072
 DU2072                          STATION DESCRIPTION
 DU2072
 DU2072'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2072'THE STATION IS LOCATED ABOUT 5.6 MILES WEST SOUTHWEST OF
 DU2072'FLORENCE ALONG THE SOUTH RIGHT-OF-WAY OF STATE ROUTE 287.
 DU2072'
 DU2072'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED ELKS P
 DU2072'AND M GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2072'MONUMENT.  THE DISK IS 49 FEET SOUTH OF THE EASTBOUND CENTERLINE,
 DU2072'4.9 FEET NORTH OF THE EASTBOUND RIGHT-OF-WAY FENCELINE,
 DU2072'WEST-SOUTHWEST OF THE ELKS LODGE AND 506 FEET WEST OF ATTAWY
 DU2072'RD. CENTERLINE.
 DU2072'
 DU2072'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2072'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2072'DISK IS 50 FEET SOUTH OF THE EASTBOUND CENTERLINE OF STATE ROUTE
 DU2072'287 AND IS 2.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 DU2072'
 DU2072'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2072'2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2072'DISK IS 50 FEET SOUTH OF STATE ROUTE 287 EASTBOUND CENTERLINE
 DU2072'AND 2.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 DU2072'
 DU2072'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO SOUTH
 DU2072'ON STATE HWY. 287 FOR 0.8 MILES TO THE JUNCTION OF STATE
 DU2072'HWY. 287 AND U.S. 80-89.  CONTINUE WEST-SOUTHWEST ON STATE 287
 DU2072'FOR 5.25 MILES TO MILE POST 137.46 AND THE STATION ON THE LEFT
 DU2072'IN THE SOUTH RIGHT-OF-WAY.
 DU2072'
 DU2072'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2072
 DU2072                          STATION RECOVERY (1996)
 DU2072
 DU2072'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU2072'RECOVERED IN GOOD CONDITION.
 DU2072
 DU2072                          STATION RECOVERY (2005)
 DU2072
 DU2072'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DU2072'RECOVERED AS DESCRIBED
 DU2072
 DU2072                          STATION RECOVERY (2006)
 DU2072
 DU2072'RECOVERY NOTE BY US POWER SQUADRON 2006 (JH)
 DU2072'RECOVERED AS DESCRIBED.
 DU2072
 DU2072                          STATION RECOVERY (2007)
 DU2072
 DU2072'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2072'BOTH RMS HAVE BEEN STRUCK AND ARE SCUFFED AND THE MONUMENTS CHIPPED.
 DU2072'THE STATION MARK APPEARS TO BE LEANING SLIGHTLY TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0250 ***********************************************************************
 GQ0250  DESIGNATION -  ELLIOTT
 GQ0250  PID         -  GQ0250
 GQ0250  STATE/COUNTY-  AZ/COCONINO
 GQ0250  USGS QUAD   -  HAVASU FALLS (1988)
 GQ0250
 GQ0250                         *CURRENT SURVEY CONTROL
 GQ0250  ___________________________________________________________________
 GQ0250* NAD 83(1992)-  36 15 03.54870(N)    112 37 54.63452(W)     ADJUSTED  
 GQ0250* NAVD 88     -      1846.4    (meters)    6058.     (feet)  VERTCON   
 GQ0250  ___________________________________________________________________
 GQ0250  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 GQ0250  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 GQ0250  HORZ ORDER  -  THIRD
 GQ0250
 GQ0250.The horizontal coordinates were established by classical geodetic methods
 GQ0250.and adjusted by the National Geodetic Survey in August 1993.
 GQ0250
 GQ0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0250
 GQ0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0250
 GQ0250.The geoid height was determined by GEOID03.
 GQ0250
 GQ0250;                    North         East     Units Scale Factor Converg.
 GQ0250;SPC AZ C     -   582,597.021   149,087.937   MT  0.99995088   -0 25 22.5
 GQ0250;SPC AZ C     - 1,911,407.55    489,133.65   iFT  0.99995088   -0 25 22.5
 GQ0250;UTM  12      - 4,013,021.809   353,387.304   MT  0.99986485   -0 57 54.4
 GQ0250
 GQ0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0250!SPC AZ C     -   0.99971397  x   0.99995088  =   0.99966487
 GQ0250!UTM  12      -   0.99971397  x   0.99986485  =   0.99957886
 GQ0250
 GQ0250:                Primary Azimuth Mark                     Grid Az
 GQ0250:SPC AZ C     -  OLIVER                                   155 57 19.7
 GQ0250:UTM  12      -  OLIVER                                   156 29 51.6
 GQ0250
 GQ0250|---------------------------------------------------------------------|
 GQ0250| PID    Reference Object                     Distance      Geod. Az  |
 GQ0250|                                                           dddmmss.s |
 GQ0250| GQ0263 OLIVER                              APPROX. 9.0 KM 1553157.2 |
 GQ0250|---------------------------------------------------------------------|
 GQ0250
 GQ0250                          SUPERSEDED SURVEY CONTROL
 GQ0250
 GQ0250  NAD 83(1986)-  36 15 03.54083(N)    112 37 54.63217(W) AD(       ) 3
 GQ0250  NGVD 29 (05/08/89) 1845.5    (m)         6055.     (f) VERT ANG    3  
 GQ0250
 GQ0250.Superseded values are not recommended for survey control.
 GQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0250.See file dsdata.txt to determine how the superseded data were derived.
 GQ0250
 GQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5338713022(NAD 83)
 GQ0250_MARKER: DS = TRIANGULATION STATION DISK
 GQ0250_SETTING: 80 = SET IN A BOULDER
 GQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0250+STABILITY: SURFACE MOTION
 GQ0250
 GQ0250  HISTORY     - Date     Condition        Report By
 GQ0250  HISTORY     - 1903     MONUMENTED       USGS
 GQ0250  HISTORY     - 1933     GOOD             USGS
 GQ0250  HISTORY     - 1956     GOOD             USGS
 GQ0250
 GQ0250                          STATION DESCRIPTION
 GQ0250
 GQ0250'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0250'LOCATED ABOUT 6 MI SE. OF MOUTH OF CATARACT CANYON.  ON PROMINENT
 GQ0250'ROUND-TOPPED BUTTE.
 GQ0250'
 GQ0250'TO REACH FROM HEAD OF TOPOCOBYA TRAIL, TAKE SADDLE HORSES.
 GQ0250'
 GQ0250'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0250'IN LIMESTONE ROCK UNDER CAIRN 6 FT. IN DIAMETER AND 6 FT. HIGH.
 GQ0250
 GQ0250                          STATION RECOVERY (1933)
 GQ0250
 GQ0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0250'RECOVERED IN GOOD CONDITION.
 GQ0250'
 GQ0250'RM 1--COPPER NAIL AND WASHER IN BLAZE ON BUSHY TREE.
 GQ0250'
 GQ0250'RM 2--COPPER NAIL AND WASHER IN BLAZE ON BUSHY TREE.
 GQ0250
 GQ0250                          STATION RECOVERY (1956)
 GQ0250
 GQ0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0250'RECOVERED IN GOOD CONDITION.
 GQ0250'
 GQ0250'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0250'TO JCT. WITH PASTURE WASH RD.  CONTINUE ON HILLTOP RD. 1.3 MI
 GQ0250'PASSING THROUGH DRIFT FENCE CATTLEGUARD, CONTINUE 10.1 MI.  TURN
 GQ0250'RIGHT OFF MAIN RD. ON PARK SERVICE NO. W2 3.6 MI TO RD. FORKS.
 GQ0250'TAKE LEFT FORK 2.6 MI TO JCT. OF TELEPHONE TRAIL.  TURN RIGHT AND
 GQ0250'FOLLOW TELEPHONE TRAIL 0.6 MI.  TURN RIGHT AND FOLLOW DIM JEEP
 GQ0250'TRAIL 1.9 MI TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5770 ***********************************************************************
 DH5770  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5770  DESIGNATION -  ELLIS
 DH5770  PID         -  DH5770
 DH5770  STATE/COUNTY-  AZ/COCHISE
 DH5770  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 DH5770
 DH5770                         *CURRENT SURVEY CONTROL
 DH5770  ___________________________________________________________________
 DH5770* NAD 83(2007)-  32 20 24.96248(N)    109 56 37.63875(W)     ADJUSTED  
 DH5770* NAVD 88     -      1291.14   (meters)    4236.0    (feet)  GPS OBS   
 DH5770  ___________________________________________________________________
 DH5770  EPOCH DATE  -        2007.00
 DH5770  X           -  -1,840,236.428 (meters)                     COMP
 DH5770  Y           -  -5,071,483.539 (meters)                     COMP
 DH5770  Z           -   3,393,046.702 (meters)                     COMP
 DH5770  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DH5770  ELLIP HEIGHT-        1263.920 (meters)          (02/10/07) ADJUSTED
 DH5770  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DH5770
 DH5770  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5770  Type    PID    Designation                      North   East  Ellip
 DH5770  -------------------------------------------------------------------
 DH5770  NETWORK DH5770 ELLIS                             0.74   0.63   2.21
 DH5770  -------------------------------------------------------------------
 DH5770
 DH5770.The horizontal coordinates were established by GPS observations
 DH5770.and adjusted by the National Geodetic Survey in February 2007.
 DH5770
 DH5770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5770.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5770.The horizontal coordinates are valid at the epoch date displayed above.
 DH5770.The epoch date for horizontal control is a decimal equivalence
 DH5770.of Year/Month/Day.
 DH5770
 DH5770.The orthometric height was determined by GPS observations and a
 DH5770.high-resolution geoid model.
 DH5770.The orthometric height was determined by GPS observations and a
 DH5770.high-resolution geoid model using precise GPS observation and
 DH5770.processing techniques.
 DH5770
 DH5770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5770
 DH5770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5770
 DH5770.The ellipsoidal height was determined by GPS observations
 DH5770.and is referenced to NAD 83.
 DH5770
 DH5770.The geoid height was determined by GEOID03.
 DH5770
 DH5770;                    North         East     Units Scale Factor Converg.
 DH5770;SPC AZ E     -   148,617.255   234,340.230   MT  0.99990543   +0 07 09.2
 DH5770;SPC AZ E     -   487,589.42    768,832.78   iFT  0.99990543   +0 07 09.2
 DH5770;UTM  12      - 3,578,642.908   599,397.047   MT  0.99972183   +0 33 54.2
 DH5770
 DH5770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5770!SPC AZ E     -   0.99980159  x   0.99990543  =   0.99970704
 DH5770!UTM  12      -   0.99980159  x   0.99972183  =   0.99952347
 DH5770
 DH5770                          SUPERSEDED SURVEY CONTROL
 DH5770
 DH5770  NAD 83(1992)-  32 20 24.96204(N)    109 56 37.63782(W) AD(       ) B
 DH5770  ELLIP H (08/22/05) 1263.940  (m)                       GP(       ) 4 2
 DH5770
 DH5770.Superseded values are not recommended for survey control.
 DH5770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5770.See file dsdata.txt to determine how the superseded data were derived.
 DH5770
 DH5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9939778643(NAD 83)
 DH5770_MARKER: DD = SURVEY DISK
 DH5770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5770_STAMPING: ELLIS 2004
 DH5770_MARK LOGO: AZ-003
 DH5770_PROJECTION: FLUSH
 DH5770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5770+STABILITY: SURFACE MOTION
 DH5770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5770+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5770
 DH5770  HISTORY     - Date     Condition        Report By
 DH5770  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5770
 DH5770                          STATION DESCRIPTION
 DH5770
 DH5770'DESCRIBED BY COCHISE COUNTY ARIZONA 2004
 DH5770'FROM INTERSTATE 10 TRAVELING EAST, TAKE EXIT 340 AND BEAR NORTHWEST
 DH5770'PAST THE RIP GRIFFIN TRUCK STOP AND PROCEED ALONG FT. GRANT RD.
 DH5770'APPROXIMATELY 9.0 MILES TO ATWOOD RD. TURN LEFT ON TO ATWOOD AND GO
 DH5770'SOUTH FOR 0.1 MILE TO ROCKHOUSE RD., TURN RIGHT AND TRAVEL WEST FOR
 DH5770'1.0 MILES TO POINT. POINT IS LOCATED APPROXIMATELY 30 FEET EAST AND 50
 DH5770'FEET SOUTH OF THE INTERSECTION OF ROCKHOUSE RD. AND HIGH GROVE RD., 30
 DH5770'FEET SOUTH OF FENCEL LINE.
 DH5770' 
 DH5770'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5770'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5770'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1382 ***********************************************************************
 DU1382  DESIGNATION -  ELLIS AND BUSH
 DU1382  PID         -  DU1382
 DU1382  STATE/COUNTY-  AZ/MARICOPA
 DU1382  USGS QUAD   -  BUCKHORN (1982)
 DU1382
 DU1382                         *CURRENT SURVEY CONTROL
 DU1382  ___________________________________________________________________
 DU1382* NAD 83(1986)-  33 25 54.     (N)    111 41 02.     (W)     SCALED    
 DU1382* NAVD 88     -       444.65   (+/-2cm)    1458.8    (feet)  VERTCON   
 DU1382  ___________________________________________________________________
 DU1382  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU1382  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1382
 DU1382.The horizontal coordinates were scaled from a topographic map and have
 DU1382.an estimated accuracy of +/- 6 seconds.
 DU1382
 DU1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1382.The vertical order pertains to the NGVD 29 superseded value.
 DU1382
 DU1382.The geoid height was determined by GEOID03.
 DU1382
 DU1382;                    North         East    Units  Estimated Accuracy
 DU1382;SPC AZ C     -   269,650.      235,010.      MT  (+/- 180 meters Scaled)
 DU1382
 DU1382                          SUPERSEDED SURVEY CONTROL
 DU1382
 DU1382  NGVD 29 (??/??/92)  444.097  (m)         1457.01   (f) ADJ UNCH    1 1
 DU1382
 DU1382.Superseded values are not recommended for survey control.
 DU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1382.See file dsdata.txt to determine how the superseded data were derived.
 DU1382
 DU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364993(NAD 83)
 DU1382_MARKER: DD = SURVEY DISK
 DU1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1382_SP_SET: ROAD INTERSECTION
 DU1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1382
 DU1382  HISTORY     - Date     Condition        Report By
 DU1382  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1382  HISTORY     - 1975     GOOD             NGS
 DU1382  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 DU1382
 DU1382                          STATION DESCRIPTION
 DU1382
 DU1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1382'9.75 MI SE FROM MESA.
 DU1382'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1382'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 1.05 MILES NORTH ALONG BUSH
 DU1382'HIGHWAY TO THE INTERSECTION OF BUSH HIGHWAY AND ELLIS.  MARK IS SET IN
 DU1382'THE INTERSECTION AND FLUSH WITH THE ROAD SURFACE.  SECTION 13, T 1N, R
 DU1382'6E.
 DU1382
 DU1382                          STATION RECOVERY (2007)
 DU1382
 DU1382'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1382'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE ROADWAY HAS
 DU1382'BEEN WIDENED AND REPAVED SEVERAL TIMES OVER THE YEARS. THE MARK MAY
 DU1382'STILL BE PRESENT, BUT INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2105 ***********************************************************************
 DU2105  DESIGNATION -  ELLSWORTH
 DU2105  PID         -  DU2105
 DU2105  STATE/COUNTY-  AZ/MARICOPA
 DU2105  USGS QUAD   -  HIGLEY (1981)
 DU2105
 DU2105                         *CURRENT SURVEY CONTROL
 DU2105  ___________________________________________________________________
 DU2105* NAD 83(1992)-  33 21 53.35781(N)    111 38 08.76352(W)     ADJUSTED  
 DU2105* NAVD 88     -       433.4    (meters)    1422.     (feet)  VERTCON   
 DU2105  ___________________________________________________________________
 DU2105  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DU2105  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU2105  HORZ ORDER  -  SECOND
 DU2105
 DU2105.The horizontal coordinates were established by classical geodetic methods
 DU2105.and adjusted by the National Geodetic Survey in August 1993.
 DU2105
 DU2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2105
 DU2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2105
 DU2105.The geoid height was determined by GEOID03.
 DU2105
 DU2105;                    North         East     Units Scale Factor Converg.
 DU2105;SPC AZ C     -   262,244.266   239,499.777   MT  0.99990842   +0 09 16.2
 DU2105;SPC AZ C     -   860,381.45    785,760.42   iFT  0.99990842   +0 09 16.2
 DU2105;UTM  12      - 3,691,912.763   440,854.378   MT  0.99964313   -0 20 58.8
 DU2105
 DU2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2105!SPC AZ C     -   0.99993660  x   0.99990842  =   0.99984503
 DU2105!UTM  12      -   0.99993660  x   0.99964313  =   0.99957975
 DU2105
 DU2105:                Primary Azimuth Mark                     Grid Az
 DU2105:SPC AZ C     -  QUEEN                                    269 48 51.5
 DU2105:UTM  12      -  QUEEN                                    270 19 06.5
 DU2105
 DU2105|---------------------------------------------------------------------|
 DU2105| PID    Reference Object                     Distance      Geod. Az  |
 DU2105|                                                           dddmmss.s |
 DU2105| DU2096 QUEEN                               APPROX. 0.8 KM 2695807.7 |
 DU2105|---------------------------------------------------------------------|
 DU2105
 DU2105                          SUPERSEDED SURVEY CONTROL
 DU2105
 DU2105  NAD 83(1986)-  33 21 53.35284(N)    111 38 08.76723(W) AD(       ) 2
 DU2105  NAD 27      -  33 21 53.17819(N)    111 38 06.28565(W) AD(       ) 2
 DU2105  NGVD 29 (07/19/86)  432.9    (m)         1420.     (f) VERT ANG    3  
 DU2105
 DU2105.Superseded values are not recommended for survey control.
 DU2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2105.See file dsdata.txt to determine how the superseded data were derived.
 DU2105
 DU2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4085491913(NAD 83)
 DU2105_MARKER: DD = SURVEY DISK
 DU2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2105+STABILITY: SURFACE MOTION
 DU2105
 DU2105  HISTORY     - Date     Condition        Report By
 DU2105  HISTORY     - 1976     MONUMENTED       AZDT
 DU2105  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2105
 DU2105                          STATION DESCRIPTION
 DU2105
 DU2105'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2105'THE STATION IS ABOUT 12.6 MILES SOUTHEAST OF MESA AND 6 MILES
 DU2105'SOUTHWEST OF APACHE JUNCTION ON THE EAST SIDE OF ELLSWORTH RD.
 DU2105'
 DU2105'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ELLSWORTH
 DU2105'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2105'STATION IS 53 FEET EAST OF CENTERLINE OF ELLSWORTH RD. 2.5
 DU2105'FEET WEST OF THE RIGHT-OF-WAY FENCE AND IS MARKED BY A WITNESS
 DU2105'POST AND SIGN.
 DU2105'
 DU2105'NO REFERENCE MARKS WERE SET AT THIS STATION.
 DU2105'
 DU2105'TO REACH THE STATION FROM THE INTERSECTION OF
 DU2105'U.S. HWY. 60-70-80-89 AND STATE ROUTE 87-93 IN MESA, TRAVEL EAST
 DU2105'ON U.S. HWY. 60-70-80-89 FOR 12 MILES TO ELLSWORTH RD., GO
 DU2105'SOUTH ON ELLSWORTH RD. FOR 3.3 MILES TO THE STATION ON THE EAST
 DU2105'RIGHT-OF-WAY.
 DU2105'
 DU2105'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2105
 DU2105                          STATION RECOVERY (2006)
 DU2105
 DU2105'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2105'THE ADJUSTED COORDINATES POINT INTO THE NEWLY WIDENED INTERSECTION OF
 DU2105'ELLSWORTH AND GUADALUPE ROADS. NO RIGHT-OF-WAY FENCE OR WITNESS POST
 DU2105'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2233 ***********************************************************************
 DV2233  DESIGNATION -  ELM
 DV2233  PID         -  DV2233
 DV2233  STATE/COUNTY-  AZ/MARICOPA
 DV2233  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2233
 DV2233                         *CURRENT SURVEY CONTROL
 DV2233  ___________________________________________________________________
 DV2233* NAD 83(2007)-  33 30 23.37056(N)    112 01 48.77291(W)     ADJUSTED  
 DV2233* NAVD 88     -       356.7    (meters)    1170.     (feet)  VERTCON   
 DV2233  ___________________________________________________________________
 DV2233  EPOCH DATE  -        2007.00
 DV2233  X           -  -1,996,987.667 (meters)                     COMP
 DV2233  Y           -  -4,935,223.231 (meters)                     COMP
 DV2233  Z           -   3,501,115.199 (meters)                     COMP
 DV2233  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DV2233  ELLIP HEIGHT-         326.993 (meters)          (02/10/07) ADJUSTED
 DV2233  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV2233
 DV2233  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2233  Type    PID    Designation                      North   East  Ellip
 DV2233  -------------------------------------------------------------------
 DV2233  NETWORK DV2233 ELM                               2.51   1.88   4.90
 DV2233  -------------------------------------------------------------------
 DV2233
 DV2233.The horizontal coordinates were established by GPS observations
 DV2233.and adjusted by the National Geodetic Survey in February 2007.
 DV2233
 DV2233.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2233.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2233.The horizontal coordinates are valid at the epoch date displayed above.
 DV2233.The epoch date for horizontal control is a decimal equivalence
 DV2233.of Year/Month/Day.
 DV2233
 DV2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2233
 DV2233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2233
 DV2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2233
 DV2233.The ellipsoidal height was determined by GPS observations
 DV2233.and is referenced to NAD 83.
 DV2233
 DV2233.The geoid height was determined by GEOID03.
 DV2233
 DV2233;                    North         East     Units Scale Factor Converg.
 DV2233;SPC AZ C     -   277,926.184   202,810.668   MT  0.99990137   -0 03 45.7
 DV2233;SPC AZ C     -   911,831.31    665,389.33   iFT  0.99990137   -0 03 45.7
 DV2233;UTM  12      - 3,707,913.881   404,313.235   MT  0.99971288   -0 34 07.5
 DV2233
 DV2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2233!SPC AZ C     -   0.99994867  x   0.99990137  =   0.99985004
 DV2233!UTM  12      -   0.99994867  x   0.99971288  =   0.99966156
 DV2233
 DV2233                          SUPERSEDED SURVEY CONTROL
 DV2233
 DV2233  ELLIP H (06/11/02)  327.036  (m)                       GP(       ) 4 2
 DV2233  NAD 83(1992)-  33 30 23.36901(N)    112 01 48.77212(W) AD(       ) 1
 DV2233  ELLIP H (08/23/93)  327.127  (m)                       GP(       ) 4 2
 DV2233  NAD 83(1986)-  33 30 23.36334(N)    112 01 48.77744(W) AD(       ) 1
 DV2233  NGVD 29 (09/11/89)  356.1    (m)         1168.     (f) GPS OBS     3  
 DV2233
 DV2233.Superseded values are not recommended for survey control.
 DV2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2233.See file dsdata.txt to determine how the superseded data were derived.
 DV2233
 DV2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0431307914(NAD 83)
 DV2233_MARKER: DD = SURVEY DISK
 DV2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2233+STABILITY: SURFACE MOTION
 DV2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2233+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2233
 DV2233  HISTORY     - Date     Condition        Report By
 DV2233  HISTORY     - 1986     MONUMENTED       AZDT
 DV2233  HISTORY     - 19950415 GOOD             USPSQD
 DV2233  HISTORY     - 20060809 GOOD             GEOCAC
 DV2233
 DV2233                          STATION DESCRIPTION
 DV2233
 DV2233'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2233'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) NORTHEAST OF DOWNTOWN
 DV2233'PHOENIX, ARIZONA, AND ABOUT 9.7 KM (6.0 MI) WEST OF SCOTTSDALE,
 DV2233'ARIZONA.
 DV2233'
 DV2233'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD AND
 DV2233'24TH STREET, GO SOUTH ON 24TH STREET FOR 0.41 KM (0.25 MI) TO THE
 DV2233'INTERSECTION OF ELM STREET AND 24TH STREET AND TO THE STATION IN
 DV2233'THE CENTER OF THE INTERSECTION.
 DV2233'
 DV2233'THE STATION IS A STANDARD CITY OF PHOENIX BRASS CAP
 DV2233'UNSTAMPED---,
 DV2233'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2233'20 CM IN DIAMETER FLUSH WITH THE GROUND.
 DV2233
 DV2233                          STATION RECOVERY (1995)
 DV2233
 DV2233'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2233'RECOVERED IN GOOD CONDITION.
 DV2233
 DV2233                          STATION RECOVERY (2006)
 DV2233
 DV2233'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2233'MARGINAL FOR SATELLITE OBSERVATION. LARGE BUILDINGS OBSTRUCTING TO THE
 DV2233'NORTH AND NORTHWEST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2137 ***********************************************************************
 CZ2137  DESIGNATION -  ELOY
 CZ2137  PID         -  CZ2137
 CZ2137  STATE/COUNTY-  AZ/PINAL
 CZ2137  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2137
 CZ2137                         *CURRENT SURVEY CONTROL
 CZ2137  ___________________________________________________________________
 CZ2137* NAD 83(1992)-  32 40 07.95457(N)    111 32 49.05196(W)     ADJUSTED  
 CZ2137* NAVD 88     -       499.     (meters)    1637.     (feet)  SCALED    
 CZ2137  ___________________________________________________________________
 CZ2137  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 CZ2137  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2137  HORZ ORDER  -  FIRST
 CZ2137
 CZ2137.The horizontal coordinates were established by classical geodetic methods
 CZ2137.and adjusted by the National Geodetic Survey in August 1993.
 CZ2137
 CZ2137.The orthometric height was scaled from a topographic map.
 CZ2137
 CZ2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2137
 CZ2137.The geoid height was determined by GEOID03.
 CZ2137
 CZ2137;                    North         East     Units Scale Factor Converg.
 CZ2137;SPC AZ C     -   185,093.479   248,035.494   MT  0.99991482   +0 11 58.4
 CZ2137;SPC AZ C     -   607,262.07    813,764.74   iFT  0.99991482   +0 11 58.4
 CZ2137;UTM  12      - 3,614,711.644   448,715.052   MT  0.99963243   -0 17 42.9
 CZ2137
 CZ2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2137!SPC AZ C     -   0.99992645  x   0.99991482  =   0.99984128
 CZ2137!UTM  12      -   0.99992645  x   0.99963243  =   0.99955891
 CZ2137
 CZ2137:                Primary Azimuth Mark                     Grid Az
 CZ2137:SPC AZ C     -  ELOY ARIZONA COMPRESS CO TANK            020 30 26.5
 CZ2137:UTM  12      -  ELOY ARIZONA COMPRESS CO TANK            021 00 07.8
 CZ2137
 CZ2137|---------------------------------------------------------------------|
 CZ2137| PID    Reference Object                     Distance      Geod. Az  |
 CZ2137|                                                           dddmmss.s |
 CZ2137| CZ2135 ELOY ARIZONA COMPRESS CO TANK       APPROX. 7.3 KM 0204224.9 |
 CZ2137| CZ2136 ELOY FEDERAL COMPRESS CO N TK       APPROX. 8.3 KM 0223822.5 |
 CZ2137| CH5121 ELOY RM 1                            17.930 METERS 05039     |
 CZ2137| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX.14.2 KM 1051143.8 |
 CZ2137| CH5123 ELOY RM 3                            11.582 METERS 13621     |
 CZ2137| CZ1345 P 304                                              2071302.0 |
 CZ2137| CH5124 ELOY RM 4                            11.994 METERS 22837     |
 CZ2137| CH5120 ELOY AZ MK                                         2705803.7 |
 CZ2137| CH5122 ELOY RM 2                            17.702 METERS 30643     |
 CZ2137| CZ2024 PHOENIX TUCSON AWY BCN 5            APPROX.17.0 KM 3532050.6 |
 CZ2137|---------------------------------------------------------------------|
 CZ2137
 CZ2137                          SUPERSEDED SURVEY CONTROL
 CZ2137
 CZ2137  NAD 83(1986)-  32 40 07.94880(N)    111 32 49.05185(W) AD(       ) 1
 CZ2137  NAD 27      -  32 40 07.71620(N)    111 32 46.61950(W) AD(       ) 1
 CZ2137
 CZ2137.Superseded values are not recommended for survey control.
 CZ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2137.See file dsdata.txt to determine how the superseded data were derived.
 CZ2137
 CZ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4871514712(NAD 83)
 CZ2137_MARKER: DS = TRIANGULATION STATION DISK
 CZ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2137
 CZ2137  HISTORY     - Date     Condition        Report By
 CZ2137  HISTORY     - 1935     MONUMENTED       CGS
 CZ2137  HISTORY     - 1946     SEE DESCRIPTION  BOR
 CZ2137  HISTORY     - 1947     SEE DESCRIPTION  CGS
 CZ2137  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ2137  HISTORY     - 1968     GOOD             AMS
 CZ2137
 CZ2137                          STATION DESCRIPTION
 CZ2137
 CZ2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ2137'ON THE FLATS, ABOUT 5 MILES, AIR LINE, DUE SOUTH OF THE TOWN OF
 CZ2137'ELOY, ON THE SOUTH SIDE OF THE ROAD, ABOUT 0.4 MILE WEST
 CZ2137'OF A RANCH HOUSE AND 35 FEET SOUTH OF FENCE LINE.  MARKED BY
 CZ2137'STANDARD BRONZE DISKS.  REFERENCE
 CZ2137'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS 17.930
 CZ2137'METERS (58.83 FEET) FROM STATION N 50 DEG 39 MIN E.
 CZ2137'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ2137'IS 17.702 METERS (58.08 FEET) FROM STATION
 CZ2137'N 53 DEG 17 MIN W.  AZIMUTH MARK, A STANDARD BRONZE DISK,
 CZ2137'IS ABOUT 2 FEET EAST OF A FENCE CORNER AND 0.2 MILE FROM
 CZ2137'STATION N 89 DEG 02 MIN W.
 CZ2137
 CZ2137                          STATION RECOVERY (1946)
 CZ2137
 CZ2137'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1946 (WES)
 CZ2137'STATION, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK WERE
 CZ2137'FOUND PULLED UP AND PILED IN A HEAP.
 CZ2137
 CZ2137                          STATION RECOVERY (1947)
 CZ2137
 CZ2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AF)
 CZ2137'STATION SITE AT EDGE OF PLOWED FIELD.  STATION MARK AND ALL
 CZ2137'REFERENCE MARKS HAVE BEEN UPROOTED.  THIS STATION CAN NOT
 CZ2137'BE REESTABLISHED FROM POSITION OF MARKS AT PRESENT.  CONCRETE
 CZ2137'PIERS FOR MARKS WERE FOUND, BUT HAVE BEEN MOVED CONSIDERABLE
 CZ2137'DISTANCE FROM TRUE LOCATION.
 CZ2137
 CZ2137                          STATION RECOVERY (1960)
 CZ2137
 CZ2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2137'SURFACE MARK, REFERENCE AND AZIMUTH MARKS OF ORIGINAL STATION
 CZ2137'DESTROYED AS PREVIOUSLY REPORTED.
 CZ2137'
 CZ2137'THE UNDERGROUND MARK WAS RECOVERED AND FOUND TO BE 25 INCHES
 CZ2137'BELOW GROUND LEVEL IN A CULTIVATED FIELD.  TWO NEW REFERENCE
 CZ2137'MARKS WERE SET AND A COAST AND GEODETIC SURVEY BENCH MARK WAS
 CZ2137'USED FOR AN AZIMUTH MARK.  NO SURFACE MARK WAS ESTABLISHED.
 CZ2137'
 CZ2137'STATION IS LOCATED 5 MILES SOUTH AND 1/4 MILE EAST OF ELOY VIA
 CZ2137'SECTION LINE ROADS IN A CULTIVATED FIELD VERY CLOSE TO THE LINE
 CZ2137'BETWEEN THE NORTHWEST AND SOUTHWEST 1/4 SECTION LINE OF SECTION 5,
 CZ2137'T 9 S, R 8 E.
 CZ2137'
 CZ2137'REACHED FROM THE FIRST NATIONAL BANK IN ELOY BY GOING EAST ON
 CZ2137'STATE HIGHWAY 84 FOR 1 BLOCK, TURN RIGHT, ON SUNSHINE BLVD, AND
 CZ2137'FOLLOW MACADAM ROAD SOUTH FOR 5.5 MILES TO A FIELD ROAD
 CZ2137'ON THE LEFT AND A GROUP OF STUCCO CABINS ON THE RIGHT
 CZ2137'(TO REACH THE AZIMUTH MARK FROM HERE CONTINUE SOUTH ON MACADAM
 CZ2137'ROAD FOR 0.5 MILE TO CROSSROADS AND MARK ON THE RIGHT), TURN
 CZ2137'LEFT ON FIELD ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CZ2137'
 CZ2137'REFERENCE MARKS ARE 4-FOOT LENGTHS OF CONCRETE-FILLED SOIL
 CZ2137'PIPE, REINFORCED WITH A 5-FOOT LENGTH OF STEEL FENCE POST DRIVEN
 CZ2137'THEREIN.  BOTH HAVE STANDARD DISKS SET IN THE TOP AND STAMPED
 CZ2137'ELOY 1935 NO. 3 AND 4 RESPECTIVELY AND ARE IN THE SPOIL BANK
 CZ2137'OF A CONCRETE IRRIGATION DITCH ADJACENT THE PARALLELING FENCE
 CZ2137'LINE.
 CZ2137'
 CZ2137'BENCH MARK P 304 WAS USED FOR AN AZIMUTH MARK.  IT IS A BENCH
 CZ2137'MARK DISK, STAMPED P 304 1951, SET IN THE TOP OF A CONCRETE POST
 CZ2137'PROJECTING 8 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF
 CZ2137'A MACADAM ROAD, 35 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 CZ2137'10 FEET NORTHWEST OF A POWERLINE GUY POLE AND 1.8 FEET NORTH
 CZ2137'OF A WHITE WITNESS POST.
 CZ2137'
 CZ2137'THE STATION MARK IS 148 FEET WEST-NORTHWEST OF A POWERLINE
 CZ2137'POLE, 43 FEET NORTH OF THE CENTER OF A FIELD ROAD, 36.6 FEET
 CZ2137'NORTHWEST OF A WITNESS POST AND 18.6 FEET NORTH OF THE NORTH
 CZ2137'EDGE OF THE CONCRETE IRRIGATION DITCH.
 CZ2137
 CZ2137                          STATION RECOVERY (1968)
 CZ2137
 CZ2137'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 CZ2137'THE STATION MARK, *BM P 304 (AZIMUTH MARK), R.M. NO.
 CZ2137'3 AND NO. 4 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CZ2137'
 CZ2137'*AN IRRIGATION DITCH HAS BEEN CONSTRUCTED NORTH OF BM P 304
 CZ2137'(AZIMUTH MARK) AND MARK IS NOW IN BANK OF DITCH 1-1/2 FT.
 CZ2137'SOUTH OF CENTERLINE OF DITCH.
 CZ2137'
 CZ2137'CHECK DISTANCE TO R.M.S
 CZ2137'
 CZ2137'PUB. DIST R.M. NO. 3 = 11.582 METERS OR 38.00 FEET, CHECK DIST.
 CZ2137'38.00 FT.
 CZ2137'
 CZ2137'PUB. DIST R.M. NO. 4 = 11.994 METERS OR 39.35 FEET, CHECK
 CZ2137'DIST. 39.35 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2135 ***********************************************************************
 CZ2135  DESIGNATION -  ELOY ARIZONA COMPRESS CO TANK
 CZ2135  PID         -  CZ2135
 CZ2135  STATE/COUNTY-  AZ/PINAL
 CZ2135  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2135
 CZ2135                         *CURRENT SURVEY CONTROL
 CZ2135  ___________________________________________________________________
 CZ2135* NAD 83(1992)-  32 43 48.17763(N)    111 31 10.55992(W)     ADJUSTED  
 CZ2135* NAVD 88     -              **(meters)            **(feet)            
 CZ2135  ___________________________________________________________________
 CZ2135  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 CZ2135  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ2135  HORZ ORDER  -  THIRD
 CZ2135
 CZ2135.The horizontal coordinates were established by classical geodetic methods
 CZ2135.and adjusted by the National Geodetic Survey in August 1993.
 CZ2135
 CZ2135
 CZ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2135
 CZ2135.The geoid height was determined by GEOID03.
 CZ2135
 CZ2135;                    North         East     Units Scale Factor Converg.
 CZ2135;SPC AZ C     -   191,886.177   250,576.150   MT  0.99991707   +0 12 52.9
 CZ2135;SPC AZ C     -   629,547.82    822,100.23   iFT  0.99991707   +0 12 52.9
 CZ2135;UTM  12      - 3,621,480.199   451,313.582   MT  0.99962923   -0 16 51.4
 CZ2135
 CZ2135                          SUPERSEDED SURVEY CONTROL
 CZ2135
 CZ2135  NAD 83(1986)-  32 43 48.17233(N)    111 31 10.56031(W) AD(       ) 4
 CZ2135  NAD 27      -  32 43 47.94300(N)    111 31 08.12600(W) AD(       ) 3
 CZ2135
 CZ2135.Superseded values are not recommended for survey control.
 CZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2135.See file dsdata.txt to determine how the superseded data were derived.
 CZ2135
 CZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5131421480(NAD 83)
 CZ2135_MARKER: 53 = ELEVATED TANK
 CZ2135
 CZ2135  HISTORY     - Date     Condition        Report By
 CZ2135  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2135  HISTORY     - 1968     GOOD             AMS
 CZ2135  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2135  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2135
 CZ2135                          STATION DESCRIPTION
 CZ2135
 CZ2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2135'THE STATION IS THE CENTER OF A LARGE METAL TANK THAT IS
 CZ2135'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 CZ2135'HEIGHT OF APPROXIMATELY 145 FEET.
 CZ2135'
 CZ2135'THE STATION IS 2-1/2 MILES EAST OF ELOY AND 0.2 MILE SOUTH OF
 CZ2135'THE JUNCTION OF STATE HIGHWAYS 87, 84 AND 93.  IT IS CENTRALLY
 CZ2135'LOCATED IN THE COMPRESS PLANT.
 CZ2135
 CZ2135                          STATION RECOVERY (1968)
 CZ2135
 CZ2135'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2135'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.  THE NAME
 CZ2135'OF THE WATER COMPANY HAS BEEN CHANGED FROM ARIZONA COMPRESS
 CZ2135'CO, TO--WESTERN COMPRESS CO., AS OF 1 AUG. 62.
 CZ2135
 CZ2135                          STATION RECOVERY (2005)
 CZ2135
 CZ2135'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2135'RECOVERED IN GOOD CONDITION.
 CZ2135
 CZ2135                          STATION RECOVERY (2007)
 CZ2135
 CZ2135'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2135'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2135'THE DESCRIPTION   THE WATER TOWER IS PAINTED SILVER WITH A YELLOW C
 CZ2135'PAINTED ON A BLACK BACKGROUND ON THE RESERVOIR, THERE IS A PLATE
 CZ2135'AFFIXED TO THE LOWER PORTION OF THE CENTER PIPE THAT INDICATES THE
 CZ2135'TOWER WAS CONSTRUCTED UNDER CONTRACT 5-8176 IN 1951, AND THE NAME OF
 CZ2135'THE COMPANY IS NOW ANDERSON CLAYTON AND CO, ELOY COMPRESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2134 ***********************************************************************
 CZ2134  DESIGNATION -  ELOY FEDERAL COMPRESS CO S TK
 CZ2134  PID         -  CZ2134
 CZ2134  STATE/COUNTY-  AZ/PINAL
 CZ2134  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2134
 CZ2134                         *CURRENT SURVEY CONTROL
 CZ2134  ___________________________________________________________________
 CZ2134* NAD 83(1992)-  32 44 05.60934(N)    111 30 42.03492(W)     ADJUSTED  
 CZ2134* NAVD 88     -              **(meters)            **(feet)            
 CZ2134  ___________________________________________________________________
 CZ2134  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 CZ2134  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ2134  HORZ ORDER  -  THIRD
 CZ2134
 CZ2134.The horizontal coordinates were established by classical geodetic methods
 CZ2134.and adjusted by the National Geodetic Survey in August 1993.
 CZ2134
 CZ2134
 CZ2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2134
 CZ2134.The geoid height was determined by GEOID03.
 CZ2134
 CZ2134;                    North         East     Units Scale Factor Converg.
 CZ2134;SPC AZ C     -   192,425.932   251,316.764   MT  0.99991776   +0 13 08.4
 CZ2134;SPC AZ C     -   631,318.67    824,530.07   iFT  0.99991776   +0 13 08.4
 CZ2134;UTM  12      - 3,622,013.373   452,058.623   MT  0.99962834   -0 16 36.1
 CZ2134
 CZ2134                          SUPERSEDED SURVEY CONTROL
 CZ2134
 CZ2134  NAD 83(1986)-  32 44 05.60410(N)    111 30 42.03549(W) AD(       ) 4
 CZ2134  NAD 27      -  32 44 05.37400(N)    111 30 39.60100(W) AD(       ) 3
 CZ2134
 CZ2134.Superseded values are not recommended for survey control.
 CZ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2134.See file dsdata.txt to determine how the superseded data were derived.
 CZ2134
 CZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5205922013(NAD 83)
 CZ2134_MARKER: 53 = ELEVATED TANK
 CZ2134
 CZ2134  HISTORY     - Date     Condition        Report By
 CZ2134  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2134  HISTORY     - 1968     GOOD             AMS
 CZ2134  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2134  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2134
 CZ2134                          STATION DESCRIPTION
 CZ2134
 CZ2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2134'THE STATION IS ABOUT 2.5 MILES EAST OF ELOY.  IT IS THE CENTER OF A
 CZ2134'LARGE METAL TANK THAT IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND
 CZ2134'HAS AN OVERALL HEIGHT OF 145 FEET.
 CZ2134'
 CZ2134'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87, 84, AND
 CZ2134'93, WHICH IS 2 1/2 MILES EAST OF ELOY, GO NORTH ON STATE HIGHWAY 87
 CZ2134'FOR 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST ON MACADAM
 CZ2134'ROAD FOR 0.2 MILE TO A T ROAD LEFT, TURN LEFT, NORTH, AND GO 0.05
 CZ2134'MILE, THEN TURN RIGHT, EAST, AND GO 0.05 MILE TO THE STATION.
 CZ2134
 CZ2134                          STATION RECOVERY (1968)
 CZ2134
 CZ2134'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2134'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2134'ADEQUATE.
 CZ2134
 CZ2134                          STATION RECOVERY (2005)
 CZ2134
 CZ2134'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2134'RECOVERED IN GOOD CONDITION.
 CZ2134
 CZ2134                          STATION RECOVERY (2007)
 CZ2134
 CZ2134'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2134'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2134'THE DESCRIPTION   THE WATER TOWER IS PAINTED SILVER WITH FEDERAL
 CZ2134'COMPRESS PAINTED IN BLACK ON THE RESERVOIR, A PLATE AFFIXED TO THE
 CZ2134'LOWER PORTION OF THE CENTER PIPE INDICATES THE TOWER WAS CONSTRUCTED
 CZ2134'UNDER CONTRACT 6-2163 IN 1952.
 CZ2134'THE TOWER IS ONE OF TWO SIMILAR TOWERS LOCATED ON THE FEDERAL COMPRESS
 CZ2134'PROPERTY AND IS LOCATED IN THE SOUTHEAST CORNER OF THE PROPERTY.
 CZ2134' 
 CZ2134'UPDATE TO THE TO REACH DESCRIPTION   THE MACADAM ROAD IS CALLED
 CZ2134'MILLIGAN ROAD AND THE T ROAD LEFT IS THE ENTRANCE TO THE FEDERAL
 CZ2134'COMPRESS FACILITIES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2136 ***********************************************************************
 CZ2136  DESIGNATION -  ELOY FEDERAL COMPRESS CO N TK
 CZ2136  PID         -  CZ2136
 CZ2136  STATE/COUNTY-  AZ/PINAL
 CZ2136  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2136
 CZ2136                         *CURRENT SURVEY CONTROL
 CZ2136  ___________________________________________________________________
 CZ2136* NAD 83(1992)-  32 44 16.65628(N)    111 30 46.31536(W)     ADJUSTED  
 CZ2136* NAVD 88     -              **(meters)            **(feet)            
 CZ2136  ___________________________________________________________________
 CZ2136  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 CZ2136  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ2136  HORZ ORDER  -  THIRD
 CZ2136
 CZ2136.The horizontal coordinates were established by classical geodetic methods
 CZ2136.and adjusted by the National Geodetic Survey in August 1993.
 CZ2136
 CZ2136
 CZ2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2136
 CZ2136.The geoid height was determined by GEOID03.
 CZ2136
 CZ2136;                    North         East     Units Scale Factor Converg.
 CZ2136;SPC AZ C     -   192,765.782   251,204.030   MT  0.99991765   +0 13 06.2
 CZ2136;SPC AZ C     -   632,433.67    824,160.20   iFT  0.99991765   +0 13 06.2
 CZ2136;UTM  12      - 3,622,354.087   451,948.864   MT  0.99962847   -0 16 38.5
 CZ2136
 CZ2136                          SUPERSEDED SURVEY CONTROL
 CZ2136
 CZ2136  NAD 83(1986)-  32 44 16.65097(N)    111 30 46.31583(W) AD(       ) 4
 CZ2136  NAD 27      -  32 44 16.42200(N)    111 30 43.88200(W) AD(       ) 3
 CZ2136
 CZ2136.Superseded values are not recommended for survey control.
 CZ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2136.See file dsdata.txt to determine how the superseded data were derived.
 CZ2136
 CZ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5194922354(NAD 83)
 CZ2136_MARKER: 53 = ELEVATED TANK
 CZ2136
 CZ2136  HISTORY     - Date     Condition        Report By
 CZ2136  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2136  HISTORY     - 1968     GOOD             AMS
 CZ2136  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2136  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2136
 CZ2136                          STATION DESCRIPTION
 CZ2136
 CZ2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2136'STATION LOCATED ABOUT 2.5 MILES EAST OF ELOY IS THE CENTER
 CZ2136'OF A LARGE METAL TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.
 CZ2136'IT HAS AN OVER-ALL HEIGHT OF 145 FEET.
 CZ2136'
 CZ2136'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87,
 CZ2136'84 AND 93, WHICH IS 2-1/2 MILES EAST OF ELOY, GO NORTH ON STATE
 CZ2136'HIGHWAY 87 FOR 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO
 CZ2136'EAST ON MACADAM ROAD FOR 0.2 MILE TO A T ROAD LEFT, TURN LEFT,
 CZ2136'NORTH AND GO 0.35 MILE TO THE STATION.
 CZ2136
 CZ2136                          STATION RECOVERY (1968)
 CZ2136
 CZ2136'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2136'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2136'ADEQUATE.
 CZ2136
 CZ2136                          STATION RECOVERY (2005)
 CZ2136
 CZ2136'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2136'RECOVERED IN GOOD CONDITION.
 CZ2136
 CZ2136                          STATION RECOVERY (2007)
 CZ2136
 CZ2136'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2136'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2136'THE DESCRIPTION   THE WATER TOWER IS PAINTED SILVER WITH FEDERAL
 CZ2136'COMPRESS PAINTED IN BLACK ON THE RESERVOIR, A PLATE AFFIXED TO THE
 CZ2136'LOWER PORTION OF THE CENTER PIPE INDICATES THE TOWER WAS CONSTRUCTED
 CZ2136'UNDER CONTRACT 6-2163 IN 1952.
 CZ2136'THE TOWER IS ONE OF TWO SIMILAR TOWER LOCATED ON THE FEDERAL COMPRESS
 CZ2136'PROPERTY AND IS LOCATED NORTH OF THE PARKING LOT ON THE PROPERTY.
 CZ2136' 
 CZ2136'UPDATE TO THE TO REACH DESCRIPTION   THE MACADAM ROAD IS CALLED
 CZ2136'MILLIGAN ROAD AND THE T ROAD LEFT IS THE ENTRANCE TO THE FEDERAL
 CZ2136'COMPRESS FACILITIES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2025 ***********************************************************************
 CZ2025  DESIGNATION -  ELOY MUNICIPAL TANK
 CZ2025  PID         -  CZ2025
 CZ2025  STATE/COUNTY-  AZ/PINAL
 CZ2025  USGS QUAD   -  ELOY NORTH (1992)
 CZ2025
 CZ2025                         *CURRENT SURVEY CONTROL
 CZ2025  ___________________________________________________________________
 CZ2025* NAD 83(1992)-  32 45 03.59889(N)    111 33 19.80807(W)     ADJUSTED  
 CZ2025* NAVD 88     -              **(meters)            **(feet)            
 CZ2025  ___________________________________________________________________
 CZ2025  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CZ2025  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ2025  HORZ ORDER  -  THIRD
 CZ2025
 CZ2025.The horizontal coordinates were established by classical geodetic methods
 CZ2025.and adjusted by the National Geodetic Survey in August 1993.
 CZ2025
 CZ2025
 CZ2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2025
 CZ2025.The geoid height was determined by GEOID03.
 CZ2025
 CZ2025;                    North         East     Units Scale Factor Converg.
 CZ2025;SPC AZ C     -   194,197.316   247,203.173   MT  0.99991412   +0 11 43.4
 CZ2025;SPC AZ C     -   637,130.30    811,034.03   iFT  0.99991412   +0 11 43.4
 CZ2025;UTM  12      - 3,623,819.772   447,961.682   MT  0.99963339   -0 18 01.9
 CZ2025
 CZ2025                          SUPERSEDED SURVEY CONTROL
 CZ2025
 CZ2025  NAD 83(1986)-  32 45 03.59351(N)    111 33 19.80811(W) AD(       ) 4
 CZ2025  NAD 27      -  32 45 03.36745(N)    111 33 17.34501(W) AD(       ) 3
 CZ2025
 CZ2025.Superseded values are not recommended for survey control.
 CZ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2025.See file dsdata.txt to determine how the superseded data were derived.
 CZ2025
 CZ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4796223820(NAD 83)
 CZ2025_MARKER: 53 = ELEVATED TANK
 CZ2025
 CZ2025  HISTORY     - Date     Condition        Report By
 CZ2025  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ2025  HISTORY     - 1962     GOOD             CGS
 CZ2025  HISTORY     - 1968     GOOD             AMS
 CZ2025  HISTORY     - 20051105 GOOD             GEOCAC
 CZ2025
 CZ2025                          STATION DESCRIPTION
 CZ2025
 CZ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2025'THE STATION IS CENTRALLY LOCATED IN THE TOWN OF ELOY, 0.1 MILE
 CZ2025'SOUTH OF THE RAILROAD DEPOT.  IT IS THE CENTER OF A LARGE
 CZ2025'METAL TANK THAT IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND
 CZ2025'HAS AN OVERALL HEIGHT OF APPROXIMATELY 135 FEET.
 CZ2025
 CZ2025                          STATION RECOVERY (1962)
 CZ2025
 CZ2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2025'THE STATION IS LOCATED IN THE SOUTH CENTRAL PART OF ELOY,
 CZ2025'ABOUT 100 YARDS SOUTH OF STATE HIGHWAY 93 AND JUST SOUTH OF
 CZ2025'THE RAILROAD TRACKS AND DEPOT.
 CZ2025'
 CZ2025'STATION IS A TANK SUPPORTED BY 4 LEGS, IS PAINTED SILVER AND
 CZ2025'IS APPROXIMATELY 110 FEET HIGH.
 CZ2025'
 CZ2025'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 CZ2025
 CZ2025                          STATION RECOVERY (1968)
 CZ2025
 CZ2025'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ2025'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 CZ2025'ADEQUATE.
 CZ2025
 CZ2025                          STATION RECOVERY (2005)
 CZ2025
 CZ2025'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0929 ***********************************************************************
 EU0929  DESIGNATION -  ELPASO=BOUNDARY PT 5 AZ CA
 EU0929  PID         -  EU0929
 EU0929  STATE/COUNTY-  AZ/MOHAVE
 EU0929  USGS QUAD   -  TOPOCK (1970)
 EU0929
 EU0929                         *CURRENT SURVEY CONTROL
 EU0929  ___________________________________________________________________
 EU0929* NAD 83(1992)-  34 42 54.72547(N)    114 29 04.89686(W)     ADJUSTED  
 EU0929* NAVD 88     -       154.0    (meters)     505.     (feet)  VERTCON   
 EU0929  ___________________________________________________________________
 EU0929  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EU0929  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EU0929  HORZ ORDER  -  THIRD
 EU0929
 EU0929.The horizontal coordinates were established by classical geodetic methods
 EU0929.and adjusted by the National Geodetic Survey in August 1993.
 EU0929
 EU0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0929
 EU0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0929
 EU0929.The geoid height was determined by GEOID03.
 EU0929
 EU0929;                    North         East     Units Scale Factor Converg.
 EU0929;SPC AZ W     -   412,241.871   146,063.451   MT  0.99998913   -0 25 06.3
 EU0929;SPC AZ W     - 1,352,499.58    479,210.80   iFT  0.99998913   -0 25 06.3
 EU0929;SPC CA 5     -   640,425.647 2,321,923.153   MT  0.99992232   +2 00 13.6
 EU0929;SPC CA 5     - 2,101,129.81  7,617,842.88   sFT  0.99992232   +2 00 13.6
 EU0929;UTM  11      - 3,844,341.275   730,344.506   MT  1.00025401   +1 25 59.1
 EU0929
 EU0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0929!SPC AZ W     -   0.99998062  x   0.99998913  =   0.99996975
 EU0929!SPC CA 5     -   0.99998062  x   0.99992232  =   0.99990294
 EU0929!UTM  11      -   0.99998062  x   1.00025401  =   1.00023462
 EU0929
 EU0929:                Primary Azimuth Mark                     Grid Az
 EU0929:SPC AZ W     -  ARIZ 97                                  072 12 40.3
 EU0929:SPC CA 5     -  ARIZ 97                                  069 47 20.4
 EU0929:UTM  11      -  ARIZ 97                                  070 21 34.9
 EU0929
 EU0929|---------------------------------------------------------------------|
 EU0929| PID    Reference Object                     Distance      Geod. Az  |
 EU0929|                                                           dddmmss.s |
 EU0929| EU0026 ARIZ 97                             APPROX. 1.5 KM 0714734.0 |
 EU0929| EU0932 CENTER                              311.904 METERS 30056     |
 EU0929| EU0765 SANTA FE                            346.064 METERS 34222     |
 EU0929|---------------------------------------------------------------------|
 EU0929
 EU0929                          SUPERSEDED SURVEY CONTROL
 EU0929
 EU0929  NAD 83(1986)-  34 42 54.73136(N)    114 29 04.90476(W) AD(       ) 3
 EU0929  NAD 27      -  34 42 54.70265(N)    114 29 02.04375(W) AD(       ) 3
 EU0929  NGVD 29 (07/19/86)  153.4    (m)          503.     (f) VERT ANG    3  
 EU0929
 EU0929.Superseded values are not recommended for survey control.
 EU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0929.See file dsdata.txt to determine how the superseded data were derived.
 EU0929
 EU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3034544341(NAD 83)
 EU0929_MARKER: T = CHISELED TRIANGLE
 EU0929_SETTING: 0 = UNSPECIFIED SETTING
 EU0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0929
 EU0929  HISTORY     - Date     Condition        Report By
 EU0929  HISTORY     - 1964     MONUMENTED       CGS
 EU0929
 EU0929                          STATION DESCRIPTION
 EU0929
 EU0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0929'THE STATION IS NEAR THE CENTER OF A STEEL BRIDGE WHICH SUPPORTS
 EU0929'THE EL PASO NATURAL GAS COMPANY AND THE PACIFIC GAS AND ELECTRIC
 EU0929'COMPANY PIPES CROSSING THE COLORADO RIVER AT TOPOCK, ARIZONA.
 EU0929'
 EU0929'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, ARIZONA, GO
 EU0929'WEST ON U.S. HIGHWAY 66, CROSSING THE COLORADO RIVER BRIDGE FOR
 EU0929'0.5 MILE TO A SIDE ROAD SHARP LEFT, JUST BEFORE REACHING THE
 EU0929'SANTA FE RAILROAD UNDERPASS.  TURN SHARP LEFT, DOUBLE BACK AND
 EU0929'GO SOUTHEAST ON A PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 EU0929'TURN LEFT AND GO SOUTHERLY ON A GRAVEL ROAD FOR 0.05 MILE TO A
 EU0929'WIRE LINK GATE.  PASS THROUGH THE GATE AND GO SOUTHEASTERLY ON
 EU0929'THE GRAVEL ROAD FOR 0.25 MILE TO THE SOUTHWEST END OF THE
 EU0929'STEEL BRIDGE WHICH SUPPORTS TWO LARGE GAS PIPES.  PASS THROUGH
 EU0929'A WIRE LINK GATE AND PACK ALONG CATWALK TO THE CENTER OF THE
 EU0929'BRIDGE AND THE STATION.
 EU0929'
 EU0929'THE STATION IS MARKED BY A CENTER PUNCH HOLE SURROUNDED BY A
 EU0929'CHISELED TRIANGLE THAT IS APPROXIMATELY 1-1/2 INCHES ON A SIDE.
 EU0929'THE MARK IS EQUAL DISTANCE FROM BOTH ENDS OF THE BRIDGE AND NEAR
 EU0929'THE CENTER OF THE CATWALK.  IT IS STAMPED ELPASO 1964.
 EU0929'
 EU0929'NOTE--REFERENCE MARKS OR AN AZIMUTH MARK WERE NOT SET FOR THIS
 EU0929'STATION.
 EU0929'
 EU0929'OBTAIN KEYS TO LOCKED WIRE LINK GATES AT THE COMPRESSOR STATION
 EU0929'ON A HILL ABOUT 3/4 MILE WEST OF TOPOCK, ARIZONA.
 EU0929'
 EU0929'NOTE--THIS STATION IS ALSO POINT NO 5 OF THE INTERSTATE COMPACT
 EU0929'DEFINING THE BOUNDARY BETWEEN THE STATES OF ARIZONA AND CALIFORNIA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0510 ***********************************************************************
 DV0510  DESIGNATION -  ELRAZ
 DV0510  PID         -  DV0510
 DV0510  STATE/COUNTY-  AZ/MARICOPA
 DV0510  USGS QUAD   -  TOLLESON (1982)
 DV0510
 DV0510                         *CURRENT SURVEY CONTROL
 DV0510  ___________________________________________________________________
 DV0510* NAD 83(1992)-  33 26 01.67822(N)    112 22 31.48229(W)     ADJUSTED  
 DV0510* NAVD 88     -       298.06   (+/-2cm)     977.9    (feet)  VERTCON   
 DV0510  ___________________________________________________________________
 DV0510  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DV0510  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0510  HORZ ORDER  -  FIRST
 DV0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0510
 DV0510.The horizontal coordinates were established by classical geodetic methods
 DV0510.and adjusted by the National Geodetic Survey in August 1993.
 DV0510
 DV0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0510.The vertical order pertains to the NGVD 29 superseded value.
 DV0510
 DV0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0510
 DV0510.The geoid height was determined by GEOID03.
 DV0510
 DV0510;                    North         East     Units Scale Factor Converg.
 DV0510;SPC AZ C     -   269,952.796   170,703.907   MT  0.99992243   -0 15 09.9
 DV0510;SPC AZ C     -   885,671.90    560,052.19   iFT  0.99992243   -0 15 09.9
 DV0510;UTM  12      - 3,700,225.320   372,142.340   MT  0.99980155   -0 45 28.5
 DV0510
 DV0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0510!SPC AZ C     -   0.99995798  x   0.99992243  =   0.99988041
 DV0510!UTM  12      -   0.99995798  x   0.99980155  =   0.99975953
 DV0510
 DV0510:                Primary Azimuth Mark                     Grid Az
 DV0510:SPC AZ C     -  LITCHFIELD PARK NAF UHF ANT              141 48 16.3
 DV0510:UTM  12      -  LITCHFIELD PARK NAF UHF ANT              142 18 34.9
 DV0510
 DV0510|---------------------------------------------------------------------|
 DV0510| PID    Reference Object                     Distance      Geod. Az  |
 DV0510|                                                           dddmmss.s |
 DV0510| DV2126 LITCHFIELD PARK NAF UHF ANT         APPROX. 1.0 KM 1413306.4 |
 DV0510|---------------------------------------------------------------------|
 DV0510
 DV0510                          SUPERSEDED SURVEY CONTROL
 DV0510
 DV0510  NAD 83(1986)-  33 26 01.67261(N)    112 22 31.48686(W) AD(       ) 1
 DV0510  NAD 27      -  33 26 01.52064(N)    112 22 28.91506(W) AD(       ) 1
 DV0510  NGVD 29 (??/??/92)  297.432  (m)          975.82   (f) ADJ UNCH    2 0
 DV0510
 DV0510.Superseded values are not recommended for survey control.
 DV0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0510.See file dsdata.txt to determine how the superseded data were derived.
 DV0510
 DV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7214200225(NAD 83)
 DV0510_MARKER: DB = BENCH MARK DISK
 DV0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0510_STAMPING: ELRAZ 1965
 DV0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0510+STABILITY: SURFACE MOTION
 DV0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0510+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2006
 DV0510
 DV0510  HISTORY     - Date     Condition        Report By
 DV0510  HISTORY     - 1965     MONUMENTED       CGS
 DV0510  HISTORY     - 1965     GOOD             CGS
 DV0510  HISTORY     - 1972     GOOD             USE
 DV0510  HISTORY     - 20061104 GOOD             GEOCAC
 DV0510
 DV0510                          STATION DESCRIPTION
 DV0510
 DV0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV0510'THE STATION IS LOCATED 1.4 MILES NORTHEAST OF THE SOUTHWEST
 DV0510'END OF THE RUNWAY, 0.9 MILE NORTHWEST OF THE MAIN GATE, 0.5
 DV0510'MILE WEST OF THE NORTHEAST END OF THE RUNWAY, AT THE LITCHFIELD
 DV0510'PARK U.S. NAVAL AIR FACILITY.
 DV0510'
 DV0510'TO REACH THE STATION FROM THE MAIN GATE AT THE LITCHFIELD
 DV0510'PARK U.S. NAVAL AIR FACILITY, GO NORTHWEST ON CENTRAL AVENUE
 DV0510'FOR 0.15 MILE TO THE INTERSECTION OF 2ND STREET.  TURN RIGHT
 DV0510'AND GO NORTHEAST ON 2ND STREET FOR 0.15 MILE TO THE INTERSECTION
 DV0510'OF A AVENUE.  CONTINUE STRAIGHT AHEAD FOLLOWING A GRAVELED
 DV0510'ROAD WHICH PARALLELS THE SECURITY FENCE FOR 1.15 MILES TO THE
 DV0510'STATION AS DESCRIBED IN A FENCE CORNER.
 DV0510'
 DV0510'THE STATION MARK, A PUNCH MARK ON A PLAIN BRONZE DISK STAMPED
 DV0510'ELRAZ 1965, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 DV0510'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 8
 DV0510'FEET EAST OF THE SECURITY FENCE, 7 FEET SOUTH OF A FENCE WHICH
 DV0510'ENCLOSES AN ELECTRIC TRANSFORMER AND 1.8 FEET SOUTHEAST OF A
 DV0510'POWER POLE WITH A WITNESS SIGN NAILED TO IT.  THE MARK IS SET
 DV0510'DIRECTLY UNDER THE CENTER OF A SCREW WHICH IS LOCATED IN THE
 DV0510'CLOSED END OF A SMALL TRIANGULAR SHAPED METAL BOX WHICH IS
 DV0510'MOUNTED ON THE POWER POLE.
 DV0510'
 DV0510'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 DV0510
 DV0510                          STATION RECOVERY (1965)
 DV0510
 DV0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 DV0510'1.45 MI NW FROM LITCHFIELD PARK NAF.
 DV0510'0.15 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE AT THE
 DV0510'LITCHFIELD PARK NAVAL AIR FACILITY, THENCE 0.15 MILE NORTHERLY ALONG
 DV0510'2ND STREET, THENCE 1.15 MILES NORTH AND WEST ALONG A GRAVELED ROAD
 DV0510'PARALLEL TO PERIMETER FENCE, 8 FEET EAST OF THE PERIMETER FENCE, 7
 DV0510'FEET SOUTH OF A FENCE AROUND AN ELECTRIC TRANSFORMER, 1.8 FEET
 DV0510'SOUTHEAST OF A POWER POLE AND SET IN THE TOP OF A 10-INCH CONCRETE
 DV0510'CYLINDER THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 DV0510
 DV0510                          STATION RECOVERY (1972)
 DV0510
 DV0510'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV0510'ELRAZ, 1965-GOOD
 DV0510'
 DV0510'DESCRIPTION IS ADEQUATE
 DV0510
 DV0510                          STATION RECOVERY (2006)
 DV0510
 DV0510'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0510'RECOVERED USING GPS CO-ORDINATES. THE ACCESS HAS CHANGED AND A NEW TO
 DV0510'REACH FOLLOWS.
 DV0510'FROM THE INTERSECTION OF SOUTH LITCHFIELD ROAD AND WEST YUMA ROAD IN
 DV0510'GOODYEAR TRAVEL WEST ALONG YUMA ROAD FOR 1.00 MILES TO THE
 DV0510'INTERSECTION OF SOUTH BULLARD AVENUE. TURN LEFT AND TRAVEL SOUTHWARD
 DV0510'ON SOUTH BULLARD AVENUE FOR 0.10 MILES TO A CITY OF GOODYEAR MUNICIPAL
 DV0510'WELLSITE ON THE LEFT, AND THE END OF TRUCK TRAVEL.
 DV0510'THE MARK IS EAST OF THE WELLSITE, AT THE BASE OF A LONE UTILITY POLE
 DV0510'WITH NO GUY WIRES OR POWER LINES CONNECTED. A WITNESS POST SIGN IS
 DV0510'ATTACHED TO THE POLE. THE MARK IS 85 FEET EAST OF THE WEST WALL OF THE
 DV0510'WELLSITE ENCLOSURE, 207 FEET EAST OF THE CENTERLINE OF SOUTH BULLARD
 DV0510'AVENUE. THE MARK IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0303 ***********************************************************************
 GQ0303  DESIGNATION -  EMERALD
 GQ0303  PID         -  GQ0303
 GQ0303  STATE/COUNTY-  AZ/COCONINO
 GQ0303  USGS QUAD   -  KING ARTHUR CASTLE (1988)
 GQ0303
 GQ0303                         *CURRENT SURVEY CONTROL
 GQ0303  ___________________________________________________________________
 GQ0303* NAD 83(1992)-  36 18 08.23162(N)    112 19 32.85979(W)     ADJUSTED  
 GQ0303* NAVD 88     -      2305.2    (meters)    7563.     (feet)  VERTCON   
 GQ0303  ___________________________________________________________________
 GQ0303  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 GQ0303  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 GQ0303  HORZ ORDER  -  SECOND
 GQ0303
 GQ0303.The horizontal coordinates were established by classical geodetic methods
 GQ0303.and adjusted by the National Geodetic Survey in August 1993.
 GQ0303
 GQ0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0303
 GQ0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0303
 GQ0303.The geoid height was determined by GEOID03.
 GQ0303
 GQ0303;                    North         East     Units Scale Factor Converg.
 GQ0303;SPC AZ C     -   588,129.467   176,616.409   MT  0.99991663   -0 14 32.0
 GQ0303;SPC AZ C     - 1,929,558.62    579,450.16   iFT  0.99991663   -0 14 32.0
 GQ0303;UTM  12      - 4,018,292.759   380,963.780   MT  0.99977458   -0 47 06.1
 GQ0303
 GQ0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0303!SPC AZ C     -   0.99964188  x   0.99991663  =   0.99955854
 GQ0303!UTM  12      -   0.99964188  x   0.99977458  =   0.99941654
 GQ0303
 GQ0303|---------------------------------------------------------------------|
 GQ0303| PID    Reference Object                     Distance      Geod. Az  |
 GQ0303|                                                           dddmmss.s |
 GQ0303| CH3117 EMERALD RM 1                          7.325 METERS 11217     |
 GQ0303| CH2236 EMERALD RM 3 AZIMUTH                               1125323.7 |
 GQ0303| CH3118 EMERALD RM 2                          5.590 METERS 23133     |
 GQ0303|---------------------------------------------------------------------|
 GQ0303
 GQ0303                          SUPERSEDED SURVEY CONTROL
 GQ0303
 GQ0303  NAD 83(1986)-  36 18 08.22857(N)    112 19 32.86017(W) AD(       ) 2
 GQ0303  NAD 27      -  36 18 08.30000(N)    112 19 30.23000(W) AD(       ) 2
 GQ0303  NGVD 29 (05/08/89) 2304.2    (m)         7560.     (f) VERT ANG    3  
 GQ0303
 GQ0303.Superseded values are not recommended for survey control.
 GQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0303.See file dsdata.txt to determine how the superseded data were derived.
 GQ0303
 GQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8096418293(NAD 83)
 GQ0303_MARKER: DS = TRIANGULATION STATION DISK
 GQ0303_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0303
 GQ0303  HISTORY     - Date     Condition        Report By
 GQ0303  HISTORY     - 1934     MONUMENTED       CGS
 GQ0303  HISTORY     - 1952     GOOD             CGS
 GQ0303  HISTORY     - 1956     GOOD             USGS
 GQ0303  HISTORY     - 1972     GOOD             AZHD
 GQ0303
 GQ0303                          STATION DESCRIPTION
 GQ0303
 GQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0303'ON THE N RIM OF THE GRAND CANYON NATIONAL PARK, ON THE SW END
 GQ0303'OF A PROMINENT POINT RUNNING NE-SW, KNOWN AS EMERALD POINT,
 GQ0303'JUST E ACROSS CANYON FROM PROMINENT POINT KNOWN AS POWELLS
 GQ0303'PLATEAU, NW OF RIM 40 FEET, AND ABOUT 200 YARDS NE OF EXTREME
 GQ0303'SW END OF POINT.  TWO LONE PINES STAND 18 YARDS W OF STATION.
 GQ0303'
 GQ0303'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 GQ0303'DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0303'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES ABOUT 1/2
 GQ0303'MILE SE OF STATION, ON CANYON RIM, AND ABOUT 10 FEET BELOW
 GQ0303'TOP OF RIM ON PROMINENT LEDGE.
 GQ0303'
 GQ0303'BEST REACHED FROM CHECKING STATION OF GRAND CANYON NATIONAL PARK
 GQ0303'ON N RIM, BY TAKING POINT SUBLIME ROAD FOR 8.0 MILES.  TAKE
 GQ0303'RIGHT FORK HERE ONTO THE POWELL SADDLE ROAD AND GO 11.0 MILES
 GQ0303'TO SMALL PINE TREE WITH TRIANGULAR BLAZE AND END OF TRUCK TRAVEL
 GQ0303'FOR THIS STATION.  FROM HERE PACK S TO RIM AND THEN FOLLOW THE
 GQ0303'RIM S TO POINT VIOLET THEN W AND SW ABOUT 1/4 MILE TO STATION.
 GQ0303'ABOUT 1.5 HOURS PACK AND POINT ON WHICH STATION STANDS EXTENDS
 GQ0303'PROMINENTLY IN SOUTHWESTERLY DIRECTION INTO CANYON.
 GQ0303
 GQ0303                          STATION RECOVERY (1952)
 GQ0303
 GQ0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0303'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GQ0303'
 GQ0303'BEST REACHED FROM THE NORTH RIM CHECKING STATION BY GOING W ON THE
 GQ0303'POINT SUBLIME ROAD FOR 7.5 MILES TO FORKS, TURN RIGHT AND
 GQ0303'GO 0.4 MILE TO FORKS, KEEP LEFT (N) AND GO 5.5 MILES TO FORKS
 GQ0303'AT SIGN SWAMP RIDGE, TURN LEFT (W) DOWN SWAMP RIDGE AND GO
 GQ0303'5.4 MILES TO SWAMP LAKE, CONTINUE W FOR 0.4 MILE TO TRIANGLE
 GQ0303'BLAZE ON LEFT, TURN LEFT (S) ACROSS COUNTRY AND FOLLOW RIDGE
 GQ0303'FOR 0.7 MILE TO THE POINT OF THE RIDGE AND END OF TRUCK TRAVEL.
 GQ0303'FROM HERE PACK S CROSSING TWO CANYONS FOR ABOUT 2 MILES TO A
 GQ0303'CANYON RIM, THEN TURN RIGHT ALONG THE RIM FOR ABOUT 1/2 MILE
 GQ0303'TO THE POINT OF EMERALD POINT AND STATION.  ABOUT A
 GQ0303'1-1/2-HOUR PACK.
 GQ0303
 GQ0303                          STATION RECOVERY (1956)
 GQ0303
 GQ0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0303'RECOVERED IN GOOD CONDITION.
 GQ0303
 GQ0303                          STATION RECOVERY (1972)
 GQ0303
 GQ0303'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0303'GENERAL LOCATION ON EMERALD POINT N. RIM OF GRAND CANYON
 GQ0303'N.P.
 GQ0303'
 GQ0303'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVEREY NOTES.
 GQ0303'
 GQ0303'STATION MARK STD USC AND GS BC WEDGED IN DRILL HOLE IN
 GQ0303'BEDROCK STAMPED EMERALD 1934
 GQ0303'
 GQ0303'REFERENCE MARKS STD USC AND GS BCS WEDGED IN DRILL HOLES
 GQ0303'IN BEDROCK STAMPED NO 1 AND NO 2 RESPECTIVELY (1934) COND
 GQ0303'GOOD
 GQ0303'
 GQ0303'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1169 ***********************************************************************
 CG1169  DESIGNATION -  EMERALD
 CG1169  PID         -  CG1169
 CG1169  STATE/COUNTY-  AZ/COCHISE
 CG1169  USGS QUAD   -  TOMBSTONE (1978)
 CG1169
 CG1169                         *CURRENT SURVEY CONTROL
 CG1169  ___________________________________________________________________
 CG1169* NAD 83(1992)-  31 40 58.64366(N)    110 02 19.14052(W)     ADJUSTED  
 CG1169* NAVD 88     -      1523.5    (meters)    4998.     (feet)  VERTCON   
 CG1169  ___________________________________________________________________
 CG1169  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CG1169  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CG1169  HORZ ORDER  -  SECOND
 CG1169
 CG1169.The horizontal coordinates were established by classical geodetic methods
 CG1169.and adjusted by the National Geodetic Survey in August 1993.
 CG1169
 CG1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1169
 CG1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1169
 CG1169.The geoid height was determined by GEOID03.
 CG1169
 CG1169;                    North         East     Units Scale Factor Converg.
 CG1169;SPC AZ E     -    75,722.604   225,496.913   MT  0.99990182   +0 04 02.1
 CG1169;SPC AZ E     -   248,433.74    739,819.27   iFT  0.99990182   +0 04 02.1
 CG1169;UTM  12      - 3,505,696.209   591,117.630   MT  0.99970240   +0 30 17.8
 CG1169
 CG1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1169!SPC AZ E     -   0.99976516  x   0.99990182  =   0.99966700
 CG1169!UTM  12      -   0.99976516  x   0.99970240  =   0.99946763
 CG1169
 CG1169|---------------------------------------------------------------------|
 CG1169| PID    Reference Object                     Distance      Geod. Az  |
 CG1169|                                                           dddmmss.s |
 CG1169| CS6111 EMERALD RM 1                         10.955 METERS 04103     |
 CG1169| CS6112 EMERALD RM 2                          7.730 METERS 22513     |
 CG1169|---------------------------------------------------------------------|
 CG1169
 CG1169                          SUPERSEDED SURVEY CONTROL
 CG1169
 CG1169  NAD 83(1986)-  31 40 58.63786(N)    110 02 19.13563(W) AD(       ) 2
 CG1169  NGVD 29 (06/28/91) 1522.6    (m)         4995.     (f) VERT ANG    3  
 CG1169
 CG1169.Superseded values are not recommended for survey control.
 CG1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1169.See file dsdata.txt to determine how the superseded data were derived.
 CG1169
 CG1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9111805696(NAD 83)
 CG1169_MARKER: DS = TRIANGULATION STATION DISK
 CG1169_SETTING: 66 = SET IN ROCK OUTCROP
 CG1169_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1169+STABILITY: POSITION/ELEVATION WELL
 CG1169
 CG1169  HISTORY     - Date     Condition        Report By
 CG1169  HISTORY     - 1986     MONUMENTED       AZDT
 CG1169
 CG1169                          STATION DESCRIPTION
 CG1169
 CG1169'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1169'THE STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF TOMBSTONE ALONG THE
 CG1169'WEST SIDE OF U.S. HIGHWAY 80.
 CG1169'
 CG1169'THE STATION MARK IS AN AZDT DISK STAMPED---EMERALD 1986---.  IT IS SET
 CG1169'IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS ON TOP OF THE RIDGE 8 FEET
 CG1169'NORTHWEST OF A CAIRN.
 CG1169'
 CG1169'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EMERALD RM 1 1986---.  IT
 CG1169'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 CG1169'
 CG1169'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EMERALD RM 2 1986---.  IT
 CG1169'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 CG1169'
 CG1169'TO REACH THE STATION FROM THE JOHN L WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG1169'SOUTHEAST 2.55 MILES ALONG U.S. HIGHWAY 80 TO THE END OF TRUCK TRAVEL
 CG1169'AT MILE POST 320.4.  PACK SOUTHWEST TO THE TOP OF THE RIDGE AND THE
 CG1169'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1145 ***********************************************************************
 CY1145  DESIGNATION -  EMIGRANT
 CY1145  PID         -  CY1145
 CY1145  STATE/COUNTY-  AZ/COCHISE
 CY1145  USGS QUAD   -  LITTLE WOOD CANYON (1974)
 CY1145
 CY1145                         *CURRENT SURVEY CONTROL
 CY1145  ___________________________________________________________________
 CY1145* NAD 83(1992)-  32 10 43.54603(N)    109 21 07.72231(W)     ADJUSTED  
 CY1145* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 CY1145  ___________________________________________________________________
 CY1145  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CY1145  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CY1145  HORZ ORDER  -  SECOND
 CY1145
 CY1145.The horizontal coordinates were established by classical geodetic methods
 CY1145.and adjusted by the National Geodetic Survey in August 1993.
 CY1145
 CY1145.The orthometric height was scaled from a topographic map.
 CY1145
 CY1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1145
 CY1145.The geoid height was determined by GEOID03.
 CY1145
 CY1145;                    North         East     Units Scale Factor Converg.
 CY1145;SPC AZ E     -   130,978.532   290,170.446   MT  0.99997273   +0 26 01.7
 CY1145;SPC AZ E     -   429,719.59    952,002.78   iFT  0.99997273   +0 26 01.7
 CY1145;UTM  12      - 3,561,440.451   655,355.299   MT  0.99989764   +0 52 39.9
 CY1145
 CY1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1145!SPC AZ E     -   0.99980311  x   0.99997273  =   0.99977584
 CY1145!UTM  12      -   0.99980311  x   0.99989764  =   0.99970077
 CY1145
 CY1145:                Primary Azimuth Mark                     Grid Az
 CY1145:SPC AZ E     -  EMIGRANT AZ MK                           017 52 12.7
 CY1145:UTM  12      -  EMIGRANT AZ MK                           017 25 34.5
 CY1145
 CY1145|---------------------------------------------------------------------|
 CY1145| PID    Reference Object                     Distance      Geod. Az  |
 CY1145|                                                           dddmmss.s |
 CY1145| CC7346 EMIGRANT AZ MK                                     0181814.4 |
 CY1145| CC7347 EMIGRANT RM 1                         9.055 METERS 14720     |
 CY1145| CC7348 EMIGRANT RM 2                         9.196 METERS 23729     |
 CY1145| CY1156 BUREAU OF STANDARDS TALL MAST       APPROX. 7.6 KM 2725832.6 |
 CY1145| CY1153 BUREAU OF STANDARDS SHORT MAST      APPROX. 7.7 KM 2731134.0 |
 CY1145|---------------------------------------------------------------------|
 CY1145
 CY1145                          SUPERSEDED SURVEY CONTROL
 CY1145
 CY1145  NAD 83(1986)-  32 10 43.54166(N)    109 21 07.71987(W) AD(       ) 2
 CY1145  NAD 27      -  32 10 43.25040(N)    109 21 05.49910(W) AD(       ) 2
 CY1145
 CY1145.Superseded values are not recommended for survey control.
 CY1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1145.See file dsdata.txt to determine how the superseded data were derived.
 CY1145
 CY1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5535561440(NAD 83)
 CY1145_MARKER: DS = TRIANGULATION STATION DISK
 CY1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1145
 CY1145  HISTORY     - Date     Condition        Report By
 CY1145  HISTORY     - 1960     MONUMENTED       CGS
 CY1145  HISTORY     - 1967     GOOD             LOCENG
 CY1145
 CY1145                          STATION DESCRIPTION
 CY1145
 CY1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1145'THE STATION IS ABOUT 13 MILES SOUTHEAST OF BOWIE, ABOUT 10
 CY1145'MILES SOUTHWEST OF SAN SIMON AND JUST SOUTH OF A BURIED GAS
 CY1145'LINE.
 CY1145'
 CY1145'TO REACH THE STATION FROM THE POST OFFICE AT BOWIE GO SOUTH
 CY1145'ON THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 86, TURN
 CY1145'LEFT AND GO EAST ON STATE HIGHWAY 86 FOR 0.2 MILE TO A CROSS
 CY1145'STREET AND A SIGN ON THE RIGHT, CHIRICAHUA NATIONAL MONUMENT.
 CY1145'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE MACADAM AND
 CY1145'GRAVELED ROAD FOR 10.4 MILES TO A FORK, TAKE LEFT FORK AND
 CY1145'CONTINUE SOUTHEAST FOR 1.1 MILES TO A CROSSROAD.  TURN LEFT,
 CY1145'PASS THRU A STEEL GATE AND GO EAST ON THE BLADED ROAD
 CY1145'PARALLELING THE PIPE-LINE FOR 2.4 MILES TO A STEEL GATE, PASS
 CY1145'THRU GATE AND CONTINUE EAST ON THE PIPE-LINE ROAD FOR 2.0
 CY1145'MILES TO THE STATION ON THE RIGHT.
 CY1145'
 CY1145'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 CY1145'TRACK ROAD FOR 0.25 MILE TO A WINDMILL, LARGE STEEL TANK AND
 CY1145'THE AZIMUTH MARK.
 CY1145'
 CY1145'THE STATION MARK, STAMPED EMIGRANT 1960, IS A STANDARD DISK SET
 CY1145'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CY1145'3 INCHES.  IT IS 75 FEET SOUTH OF THE PIPE-LINE ROAD AND 4
 CY1145'FEET SOUTHEAST OF THE WITNESS POST.
 CY1145'
 CY1145'REFERENCE MARK NO. 1, STAMPED EMIGRANT NO 1 1960, IS A STANDARD
 CY1145'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY1145'PROJECTS 2 INCHES.  IT IS 34 FEET SOUTHEAST OF THE WITNESS
 CY1145'POST.
 CY1145'
 CY1145'REFERENCE MARK NO. 2, STAMPED EMIGRANT NO 2 1960, IS A STANDARD
 CY1145'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY1145'PROJECTS 3 INCHES.  IT IS 31 FEET SOUTHWEST OF THE WITNESS POST.
 CY1145'
 CY1145'THE AZIMUTH MARK, STAMPED EMIGRANT 1960, IS A STANDARD DISK
 CY1145'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR A LARGE
 CY1145'STEEL WATER TANK.  IT IS 45 FEET NORTHWEST OF THE WELL AND
 CY1145'WINDMILL AND 6 INCHES WEST OF THE WEST SIDE OF THE WATER TANK.
 CY1145
 CY1145                          STATION RECOVERY (1967)
 CY1145
 CY1145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 CY1145'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD
 CY1145'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0673 ***********************************************************************
 FP0673  DESIGNATION -  EMIGRANT
 FP0673  PID         -  FP0673
 FP0673  STATE/COUNTY-  AZ/APACHE
 FP0673  USGS QUAD   -  SANDERS (1971)
 FP0673
 FP0673                         *CURRENT SURVEY CONTROL
 FP0673  ___________________________________________________________________
 FP0673* NAD 83(1992)-  35 10 36.44331(N)    109 20 17.40321(W)     ADJUSTED  
 FP0673* NAVD 88     -      1834.33   (+/-2cm)    6018.1    (feet)  VERTCON   
 FP0673  ___________________________________________________________________
 FP0673  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 FP0673  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 FP0673  HORZ ORDER  -  SECOND
 FP0673  VERT ORDER  -  THIRD ? (See Below)
 FP0673
 FP0673.The horizontal coordinates were established by classical geodetic methods
 FP0673.and adjusted by the National Geodetic Survey in August 1993.
 FP0673
 FP0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0673.The vertical order pertains to the NGVD 29 superseded value.
 FP0673
 FP0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0673
 FP0673.The geoid height was determined by GEOID03.
 FP0673
 FP0673;                    North         East     Units Scale Factor Converg.
 FP0673;SPC AZ E     -   463,500.035   288,822.481   MT  0.99997016   +0 28 38.4
 FP0673;SPC AZ E     - 1,520,669.41    947,580.32   iFT  0.99997016   +0 28 38.4
 FP0673;UTM  12      - 3,893,913.162   651,325.273   MT  0.99988222   +0 57 27.2
 FP0673
 FP0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0673!SPC AZ E     -   0.99971573  x   0.99997016  =   0.99968589
 FP0673!UTM  12      -   0.99971573  x   0.99988222  =   0.99959798
 FP0673
 FP0673|---------------------------------------------------------------------|
 FP0673| PID    Reference Object                     Distance      Geod. Az  |
 FP0673|                                                           dddmmss.s |
 FP0673| CS5172 EMIGRANT RM 1                        10.131 METERS 00330     |
 FP0673| CS5173 EMIGRANT RM 2                         9.842 METERS 18338     |
 FP0673|---------------------------------------------------------------------|
 FP0673
 FP0673                          SUPERSEDED SURVEY CONTROL
 FP0673
 FP0673  NAD 83(1986)-  35 10 36.43804(N)    109 20 17.40283(W) AD(       ) 2
 FP0673  NGVD 29 (01/29/91) 1833.39   (m)         6015.0    (f) LEVELING    3  
 FP0673
 FP0673.Superseded values are not recommended for survey control.
 FP0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0673.See file dsdata.txt to determine how the superseded data were derived.
 FP0673
 FP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5132593913(NAD 83)
 FP0673_MARKER: DS = TRIANGULATION STATION DISK
 FP0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0673+STABILITY: SURFACE MOTION
 FP0673
 FP0673  HISTORY     - Date     Condition        Report By
 FP0673  HISTORY     - 1982     MONUMENTED       AZDT
 FP0673
 FP0673                          STATION DESCRIPTION
 FP0673
 FP0673'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0673'THE STATION IS LOCATED 3 MILES SOUTHEAST OF SANDERS ALONG U.S.
 FP0673'HIGHWAY 666.
 FP0673'
 FP0673'THE STATION MARK IS AN AZDT DISK STAMPED---EMIGRANT 1982---SET IN TOP
 FP0673'OF A 10 INCH CONCRETE MONUMENT.  IT IS 72 FEET WEST OF THE CENTER LINE
 FP0673'OF THE HIGHWAY AND 4 FEET EAST OF THE WITNESS POST.
 FP0673'
 FP0673'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EMIGRANT RM 1 1982---SET IN
 FP0673'THE TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0673'
 FP0673'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EMIGRANT RM 2 1982---SET IN
 FP0673'THE TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0673'
 FP0673'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH FOR
 FP0673'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 FP0673'ALONG US 666 FOR 2.95 MILES TO THE STATION ON THE RIGHT ON A 10 FOOT
 FP0673'HIGHWAY CUTBANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ5639 ***********************************************************************
 AJ5639  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5639  DESIGNATION -  EMIN
 AJ5639  PID         -  AJ5639
 AJ5639  STATE/COUNTY-  AZ/COCONINO
 AJ5639  USGS QUAD   -  TATAHATSO POINT (1988)
 AJ5639
 AJ5639                         *CURRENT SURVEY CONTROL
 AJ5639  ___________________________________________________________________
 AJ5639* NAD 83(2007)-  36 24 12.03791(N)    111 49 51.09647(W)     ADJUSTED  
 AJ5639* NAVD 88     -      1765.40   (meters)    5792.0    (feet)  GPS OBS   
 AJ5639  ___________________________________________________________________
 AJ5639  EPOCH DATE  -        2007.00
 AJ5639  X           -  -1,911,760.489 (meters)                     COMP
 AJ5639  Y           -  -4,772,286.040 (meters)                     COMP
 AJ5639  Z           -   3,765,341.401 (meters)                     COMP
 AJ5639  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AJ5639  ELLIP HEIGHT-        1742.547 (meters)          (02/10/07) ADJUSTED
 AJ5639  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AJ5639
 AJ5639  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5639  Type    PID    Designation                      North   East  Ellip
 AJ5639  -------------------------------------------------------------------
 AJ5639  NETWORK AJ5639 EMIN                              0.27   0.24   0.61
 AJ5639  -------------------------------------------------------------------
 AJ5639
 AJ5639.The horizontal coordinates were established by GPS observations
 AJ5639.and adjusted by the National Geodetic Survey in February 2007.
 AJ5639
 AJ5639.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5639.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5639.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5639.The epoch date for horizontal control is a decimal equivalence
 AJ5639.of Year/Month/Day.
 AJ5639
 AJ5639.The orthometric height was determined by GPS observations and a
 AJ5639.high-resolution geoid model.
 AJ5639.The orthometric height was determined by GPS observations and a
 AJ5639.high-resolution geoid model using precise GPS observation and
 AJ5639.processing techniques.
 AJ5639
 AJ5639.Photographs are available for this station.
 AJ5639
 AJ5639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5639
 AJ5639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5639
 AJ5639.The ellipsoidal height was determined by GPS observations
 AJ5639.and is referenced to NAD 83.
 AJ5639
 AJ5639.The geoid height was determined by GEOID03.
 AJ5639
 AJ5639;                    North         East     Units Scale Factor Converg.
 AJ5639;SPC AZ C     -   599,267.977   221,056.277   MT  0.99990073   +0 03 03.3
 AJ5639;SPC AZ C     - 1,966,102.29    725,250.25   iFT  0.99990073   +0 03 03.3
 AJ5639;UTM  12      - 4,029,007.284   425,498.949   MT  0.99966838   -0 29 35.2
 AJ5639
 AJ5639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5639!SPC AZ C     -   0.99972660  x   0.99990073  =   0.99962735
 AJ5639!UTM  12      -   0.99972660  x   0.99966838  =   0.99939507
 AJ5639
 AJ5639                          SUPERSEDED SURVEY CONTROL
 AJ5639
 AJ5639  NAD 83(1992)-  36 24 12.03780(N)    111 49 51.09594(W) AD(       ) A
 AJ5639  ELLIP H (10/04/01) 1742.549  (m)                       GP(       ) 3 2
 AJ5639
 AJ5639.Superseded values are not recommended for survey control.
 AJ5639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5639.See file dsdata.txt to determine how the superseded data were derived.
 AJ5639
 AJ5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2549929007(NAD 83)
 AJ5639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ5639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ5639+WITH SETTING: INFORMATION.
 AJ5639_STAMPING: EMIN GCMRC 01
 AJ5639_MARK LOGO: NONE  
 AJ5639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5639+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 AJ5639
 AJ5639  HISTORY     - Date     Condition        Report By
 AJ5639  HISTORY     - 20010205 MONUMENTED       GRANCN
 AJ5639  HISTORY     - 20010426 SEE DESCRIPTION  GRANCN
 AJ5639  HISTORY     - 20030529 GOOD             GRANCN
 AJ5639  HISTORY     - 20030621 GOOD             JCLS
 AJ5639  HISTORY     - 20050401 GOOD             JCLS
 AJ5639
 AJ5639                          STATION DESCRIPTION
 AJ5639
 AJ5639'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2001 (FMG)
 AJ5639'THE STATION IS LOCATED AT EMINENCE BREAK TRAILHEAD, 40 FT. DUE
 AJ5639'SOUTH OF A LARGE 4 FT CAIRN MARKING THE TRAILHEAD.  TRAILHEAD IS
 AJ5639'APPROX. 500 FT SOUTHEAST OF LARGE NOTCH IN KAIBAB LIMESTONE
 AJ5639'DRAINAGE AND APPROX. 150 FT. HIGHER THAN ENTRANCE TO DRAINAGE.  IT
 AJ5639'IS A 2.5 INCH ALUMINUM DISK ATTACHED TO A 24 INCH SECTION OF REBAR
 AJ5639'DRIVEN INTO THE GROUND (DUE TO THE DRIVING FORCE REQUIRED, IT IS
 AJ5639'EXPECTED THE REBAR IS WEDGED INTO A CRACK IN THE ROCK).
 AJ5639' 
 AJ5639'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 89 AND 160,
 AJ5639'PROCEED NORTH ON 89 UNTIL JUST NORTH OF MILE MARKER 505. TURN
 AJ5639'WEST AT DIRT ROAD WITH LARGE 5 FT. MASONRY STONE STRUCTURE. STAY
 AJ5639'ON MAIN ROAD UNTIL YOU GET TO THE END OF BODAWAY MESA ON YOUR
 AJ5639'LEFT AND SHINUMO ALTER IN THE DISTANCE ON THE RIGHT. TURN RIGHT AT
 AJ5639'THE Y BEFORE THE GAP BETWEEN BODAWAY MESA AND TOOTH ROCK,
 AJ5639'CONTINUE WEST FOR APPROX. 0.5 MILE. TURN LEFT AFTER POND/TANK
 AJ5639'STRUCTURE ON LEFT. TURN LEFT AT Y AND CONTINUE PAST AN
 AJ5639'INTERSECTION AND ANOTHER TURNOUT ON LEFT. TURN LEFT AT Y TO
 AJ5639'PASS A HOGAN ON LEFT, CONTINUE STRAIGHT THROUGH AN INTERSECTION
 AJ5639'WHERE YOU COULD VEER LEFT. ROADS SPLIT AND PARALLEL EACH OTHER -
 AJ5639'TAKE EITHER ROAD. WHEN THESE ROADS COVERGE VEER RIGHT QUICKLY
 AJ5639'DROPPING DOWN A ROUGH HILL TO A POND/TANK. STAY TO THE LEFT OF
 AJ5639'THE TANK, ALWAYS WITHIN VIEW OF THE TANK. THE ROAD CONTINUES
 AJ5639'DIRECTLY ON THE WEST SIDE OF THE TANK AND IS LOSEST TO THE TANK.
 AJ5639'TURN LEFT AT NEXT Y AND STAY ON ROCKY ROAD. GO STRAIGHT AT NEXT
 AJ5639'Y, TURN RIGHT AT NEXT Y. CONTINUE NW ON THIS ROAD FOR A FEW
 AJ5639'MILES PARALLELING AND FINALLY IN VIEW OF THE NORTH RIM. CONTINUE
 AJ5639'UNTIL YOU GET TO A PILE OF GRAVEL AND A CHOLLA CACTUS. TURN LEFT AT
 AJ5639'THE GRAVEL PILE AND STAY LEFT UNTIL THE LARGE 4 FT. CAIRN IS IN VIEW.
 AJ5639' 
 AJ5639' 
 AJ5639' 
 AJ5639'
 AJ5639
 AJ5639                          STATION RECOVERY (2003)
 AJ5639
 AJ5639'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 AJ5639'RECOVERED AS DESCRIBED.
 AJ5639
 AJ5639                          STATION RECOVERY (2003)
 AJ5639
 AJ5639'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AJ5639'RECOVERED IN GOOD CONDITION.
 AJ5639
 AJ5639                          STATION RECOVERY (2005)
 AJ5639
 AJ5639'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AJ5639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0365 ***********************************************************************
 GQ0365  DESIGNATION -  EMMA
 GQ0365  PID         -  GQ0365
 GQ0365  STATE/COUNTY-  AZ/MOHAVE
 GQ0365  USGS QUAD   -  MOUNT LOGAN (1977)
 GQ0365
 GQ0365                         *CURRENT SURVEY CONTROL
 GQ0365  ___________________________________________________________________
 GQ0365* NAD 83(1992)-  36 15 51.04930(N)    113 10 17.17359(W)     ADJUSTED  
 GQ0365* NAVD 88     -      2349.9    (meters)    7710.     (feet)  VERTCON   
 GQ0365  ___________________________________________________________________
 GQ0365  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 GQ0365  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 GQ0365  HORZ ORDER  -  FIRST
 GQ0365
 GQ0365.The horizontal coordinates were established by classical geodetic methods
 GQ0365.and adjusted by the National Geodetic Survey in August 1993.
 GQ0365
 GQ0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0365
 GQ0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0365
 GQ0365.The geoid height was determined by GEOID03.
 GQ0365
 GQ0365;                    North         East     Units Scale Factor Converg.
 GQ0365;SPC AZ W     -   583,998.521   265,347.626   MT  0.99996662   +0 20 32.0
 GQ0365;SPC AZ W     - 1,916,005.65    870,563.08   iFT  0.99996662   +0 20 32.0
 GQ0365;UTM  12      - 4,015,437.610   304,934.203   MT  1.00006885   -1 17 05.4
 GQ0365
 GQ0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0365!SPC AZ W     -   0.99963506  x   0.99996662  =   0.99960170
 GQ0365!UTM  12      -   0.99963506  x   1.00006885  =   0.99970389
 GQ0365
 GQ0365:                Primary Azimuth Mark                     Grid Az
 GQ0365:SPC AZ W     -  EMMA AZ MK                               002 30 40.7
 GQ0365:UTM  12      -  EMMA AZ MK                               004 08 18.1
 GQ0365
 GQ0365|---------------------------------------------------------------------|
 GQ0365| PID    Reference Object                     Distance      Geod. Az  |
 GQ0365|                                                           dddmmss.s |
 GQ0365| CH2237 EMMA AZ MK                                         0025112.7 |
 GQ0365| CH2238 EMMA RM 1                            17.429 METERS 06059     |
 GQ0365| CH2239 EMMA RM 2                             9.717 METERS 12530     |
 GQ0365|---------------------------------------------------------------------|
 GQ0365
 GQ0365                          SUPERSEDED SURVEY CONTROL
 GQ0365
 GQ0365  NAD 83(1986)-  36 15 51.04237(N)    113 10 17.17150(W) AD(       ) 1
 GQ0365  NAD 27      -  36 15 51.11100(N)    113 10 14.41400(W) AD(       ) 1
 GQ0365  NGVD 29 (07/19/86) 2349.0    (m)         7707.     (f) VERT ANG    3  
 GQ0365
 GQ0365.Superseded values are not recommended for survey control.
 GQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0365.See file dsdata.txt to determine how the superseded data were derived.
 GQ0365
 GQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0493415438(NAD 83)
 GQ0365_MARKER: DS = TRIANGULATION STATION DISK
 GQ0365_SETTING: 80 = SET IN A BOULDER
 GQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0365+STABILITY: SURFACE MOTION
 GQ0365
 GQ0365  HISTORY     - Date     Condition        Report By
 GQ0365  HISTORY     - 1933     MONUMENTED       USGS
 GQ0365  HISTORY     - 1934     GOOD             USGS
 GQ0365  HISTORY     - 1953     GOOD             CGS
 GQ0365
 GQ0365                          STATION DESCRIPTION
 GQ0365
 GQ0365'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0365'LOCATED ABOUT 46.6 MI S. AND 36.5 MI W. OF FREDONIA.  MOUND OF
 GQ0365'EARTH ABOUT 2.5 FT. HIGH WITH ROTTED TREE TRUNK (STUB BELOW
 GQ0365'SURFACE FOUND) 8 INCHES IN DIAMETER.  CENTER OF STUB IS 1.1 FT.
 GQ0365'W. OF 1933 STATION MARK (PROBABLY POWELL STATION MARK).
 GQ0365'
 GQ0365'TO REACH FROM NIXON RANGER STATION AND SPRING AT SOUTH TOE OF MT.
 GQ0365'TRUMBULL, TAKE RD. S. TO SULLIVAN RANCH AT OAK SPRING (LITTLE
 GQ0365'SPRING LOCALLY).  GO 1 MI S. TO END OF POOR RD.  WALK 1.5 MI SW.
 GQ0365'TO INTERSECTION OF COW TRAIL FROM BIG SPRING TO MT. EMMA IN GAP
 GQ0365'AT SOUTH SIDE OF CINDER CONE.  GO 6 MI S. ON TRAIL NEAR CREST TO
 GQ0365'STATION.
 GQ0365'
 GQ0365'STATION MARK--STANDARD BRONZE TABLET STAMPED---EMMA 1933---,
 GQ0365'CEMENTED IN LAVA BOULDER SET IN ABOVE EARTH MOUND.
 GQ0365'
 GQ0365'RM 1--HEAD OF 30-PENNY NAIL IN SMALL OAK TREE.
 GQ0365'
 GQ0365'RM 2--HEAD OF 30-PENNY NAIL IN BLAZE ON 4-INCH WHITE OAK TREE.
 GQ0365
 GQ0365                          STATION RECOVERY (1934)
 GQ0365
 GQ0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0365'STATION IS ON THE SOUTHERNMOST PEAK OF MT. EMMA (LOCALLY KNOWN
 GQ0365'AS PINE MT.), AND IS ABOUT 3 MILES S OF THE HIGHEST POINT
 GQ0365'OF THE RANGE.
 GQ0365'
 GQ0365'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0365'IN DRILL HOLES IN BOULDERS.
 GQ0365'
 GQ0365'REACHED FROM MT. TRUMBULL POST OFFICE AS FOLLOWS--GO E UP THE
 GQ0365'GRADE 7.0 MILES (WOODS RANCH 0.5 MILE TO RIGHT OF ROAD).
 GQ0365'CONTINUE STRAIGHT AHEAD ALONG FENCE LINE 0.4 TO CROSS ROAD,
 GQ0365'JOG RIGHT.  CONTINUE ON MAIN-TRAVELED ROAD 1.4, TAKE RIGHT
 GQ0365'FORK AND CONTINUE STRAIGHT AHEAD 2.6 MILES TO NIXON SPRINGS
 GQ0365'RANGER STATION.  TURN RIGHT AROUND CORRAL AND FOLLOW FENCE
 GQ0365'LINE 0.3.  CONTINUE S 2.3 MILES, TAKE LEFT FORK AND FOLLOW
 GQ0365'MAIN-TRAVELED ROAD 2.7 MILES TO SULLIVANS RANCH, GO THROUGH
 GQ0365'GATE INTO YARD, TURN RIGHT AND GO THROUGH GATE JUST W OF HOUSE,
 GQ0365'TURN SHARP LEFT AND FOLLOW FENCE LINE 0.3 MILE.  CONTINUE
 GQ0365'S THROUGH SAGE BRUSH ON TRACKS 1.0 MILE TO CLEARING.  FROM
 GQ0365'THIS POINT THE STATION LIES SSE ABOUT 6 MILES, A 3-HOUR
 GQ0365'PACK.  (TRUCK CAN BE DRIVEN ABOUT 2.5 MILES TO BASE OF RIDGE
 GQ0365'IN DRY WEATHER).  A TRAIL RUNS S FROM THE CLEARING,
 GQ0365'ABOUT 4 MILES TO WHERE THE STATION CAN BE SEEN, W ABOUT 2
 GQ0365'MILES.  THE TRAIL GOES JUST E OF THE FIRST PROMINENT PEAK,
 GQ0365'THEN S ALONG THE FLAT, THEN W UP DRAW TO BASE OF PEAK.
 GQ0365
 GQ0365                          STATION RECOVERY (1953)
 GQ0365
 GQ0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0365'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 GQ0365'CONDITION.  THE CURRENT MEASUREMENT DIFFERED WITH THE ORIGINAL
 GQ0365'MEASURE OF REFERENCE MARK 1.  THE CORRECT DISTANCE IS GIVEN
 GQ0365'BELOW.  THE ORIGINAL DESCRIPTION INCLUDES A DIRECTION TO
 GQ0365'TRUMBULL (USGS) WHICH IS NOT CORRECT.  IT IS ASSUMED BY THIS
 GQ0365'PARTY THAT THE ABOVE DIRECTION WAS TO A TARGET IN A TREE
 GQ0365'REFERRED TO BY C.P. IN 1934 AS MT TRUMBULL ECCENTRIC.  THE
 GQ0365'CURRENT AND ORIGINAL DIRECTIONS SHOULD NOT BE CONFUSED.  AN
 GQ0365'ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK WERE
 GQ0365'ESTABLISHED.  A NEW ROUTE TO THE STATION IS INCLUDED IN THE
 GQ0365'FOLLOWING COMPLETE DESCRIPTION.
 GQ0365'
 GQ0365'THE STATION IS ON THE SOUTHERNMOST PEAK OF MT. EMMA, ABOUT
 GQ0365'3 MILES SOUTH OF THE HIGHEST POINT OF THE HIGH GROUP OF PEAKS
 GQ0365'IN THIS VICINITY.
 GQ0365'
 GQ0365'TO REACH FROM THE INSPECTION STATION AT THE SOUTH EDGE OF
 GQ0365'FREDONIA, GO NORTH ON U.S. HIGHWAY 89 FOR 0.05 MILE TO A DIRT
 GQ0365'ROAD LEFT.  TURN LEFT AND FOLLOW THE GRADED ROAD WESTERLY
 GQ0365'FOR 8.5 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE
 GQ0365'GRADED ROAD SOUTHWEST FOR 22.8 MILES TO A FORK.  TAKE THE RIGHT
 GQ0365'FORK AND FOLLOW THE ROAD WEST AND SOUTH FOR 3.4 MILES TO A
 GQ0365'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 1.5 MILES
 GQ0365'TO A GATE AND FORK.  PASS THROUGH THE GATE, TAKE THE RIGHT
 GQ0365'FORK AND FOLLOW THE ROAD SOUTHWEST FOR 4.2 MILES TO A CATTLE
 GQ0365'GUARD.  CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 6.5 MILES TO
 GQ0365'A GATE.  PASS THROUGH THE GATE AND FOLLOW THE ROAD FOR 0.5
 GQ0365'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 6.6 MILES TO A
 GQ0365'BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 GQ0365'1.0 MILE TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE
 GQ0365'ROAD FOR 1.1 MILES TO A T INTERSECTION.  TURN RIGHT
 GQ0365'AND FOLLOW THE ROAD WEST FOR 3.8 MILES TO A FORK AND
 GQ0365'SIGN ARKANSAS RANCH.  TAKE THE LEFT FORK AND GO 0.1 MILE
 GQ0365'TO A FORK.  TAKE THE RIGHT FORK AND GO 2.7 MILES TO A GATE.
 GQ0365'PASS THROUGH THE GATE AND GO 0.3 MILE TO A GATE.  PASS
 GQ0365'THROUGH THE GATE AND GO 0.1 MILE TO R.R. SULLIVANS HOME,
 GQ0365'KNOWN AS ARKANSAS RANCH.  PASS THROUGH THE GATE NORTH OF THE
 GQ0365'HOUSE AND FOLLOW THE TRACK ROAD SOUTH ALONG THE WEST SIDE
 GQ0365'OF A FENCE FOR 0.3 MILE TO FENCE CORNER AND FORK.  TAKE
 GQ0365'THE RIGHT FORK AND FOLLOW THE TRACK ROAD SOUTH FOR 3.5 MILES
 GQ0365'TO A TRIANGLE BLAZED TREE AND THE END OF TRUCK TRAVEL.
 GQ0365'FROM HERE PACK SOUTH FOR ABOUT 1-1/2 HOURS TO THE TOP OF
 GQ0365'A LOW HILL AND THE AZIMUTH MARK.  CONTINUE SOUTH TO THE
 GQ0365'HIGHEST POINT AND THE STATION.  A 2-1/2 HOUR PACK.  THE TRAIL
 GQ0365'CAN BE FOUND IN SOME PLACES, BUT IS QUITE DIM.
 GQ0365'
 GQ0365'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 GQ0365'7698 7688 EMMA EMMA 1933, IS SET IN A DRILL HOLE IN A BOULDER.
 GQ0365'
 GQ0365'REFERENCE MARK 1, A STANDARD DISK STAMPED EMMA NO 1 1934,
 GQ0365'IS SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 4 FEET
 GQ0365'LOWER THAN THE STATION.
 GQ0365'
 GQ0365'REFERENCE MARK 2, A STANDARD DISK STAMPED EMMA USGS NO 2 1934,
 GQ0365'IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GQ0365'GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GQ0365'
 GQ0365'THE AZIMUTH MARK, A STANDARD DISK STAMPED EMMA USGS 1934,
 GQ0365'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE
 GQ0365'THE GROUND.  IT IS LOCATED 75 FEET WEST OF THE HIGHEST POINT
 GQ0365'OF A LOW, ROUND SHAPED, BRUSH COVERED HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1038 ***********************************************************************
 CG1038  DESIGNATION -  EMPIRE
 CG1038  PID         -  CG1038
 CG1038  STATE/COUNTY-  AZ/PIMA
 CG1038  USGS QUAD   -  THE NARROWS (1981)
 CG1038
 CG1038                         *CURRENT SURVEY CONTROL
 CG1038  ___________________________________________________________________
 CG1038* NAD 83(1992)-  31 55 01.47034(N)    110 36 46.47920(W)     ADJUSTED  
 CG1038* NAVD 88     -      1639.6    (meters)    5379.     (feet)  VERTCON   
 CG1038  ___________________________________________________________________
 CG1038  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 CG1038  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CG1038  HORZ ORDER  -  FIRST
 CG1038
 CG1038.The horizontal coordinates were established by classical geodetic methods
 CG1038.and adjusted by the National Geodetic Survey in August 1993.
 CG1038
 CG1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1038
 CG1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1038
 CG1038.The geoid height was determined by GEOID03.
 CG1038
 CG1038;                    North         East     Units Scale Factor Converg.
 CG1038;SPC AZ C     -   102,414.465   336,659.127   MT  1.00008743   +0 41 21.7
 CG1038;SPC AZ C     -   336,005.46  1,104,524.69   iFT  1.00008743   +0 41 21.7
 CG1038;UTM  12      - 3,531,309.510   536,595.628   MT  0.99961652   +0 12 16.8
 CG1038
 CG1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1038!SPC AZ C     -   0.99974703  x   1.00008743  =   0.99983444
 CG1038!UTM  12      -   0.99974703  x   0.99961652  =   0.99936365
 CG1038
 CG1038:                Primary Azimuth Mark                     Grid Az
 CG1038:SPC AZ C     -  PANTANO SP RR WATER TANK                 018 15 03.5
 CG1038:UTM  12      -  PANTANO SP RR WATER TANK                 018 44 08.4
 CG1038
 CG1038|---------------------------------------------------------------------|
 CG1038| PID    Reference Object                     Distance      Geod. Az  |
 CG1038|                                                           dddmmss.s |
 CG1038| CG1036 PANTANO SP RR WATER TANK            APPROX. 9.7 KM 0185625.2 |
 CG1038| CC7349 EMPIRE AZ MK                                       1405034.9 |
 CG1038| CC7350 EMPIRE RM 1                           5.317 METERS 23438     |
 CG1038| CC7351 EMPIRE RM 2                           8.770 METERS 32757     |
 CG1038| CZ1821 AIRWAY BEACON 12                    APPROX.16.5 KM 3470549.5 |
 CG1038|---------------------------------------------------------------------|
 CG1038
 CG1038                          SUPERSEDED SURVEY CONTROL
 CG1038
 CG1038  NAD 83(1986)-  31 55 01.46604(N)    110 36 46.47674(W) AD(       ) 1
 CG1038  NAD 27      -  31 55 01.16400(N)    110 36 44.19000(W) AD(       ) 1
 CG1038  NGVD 29 (07/19/86) 1638.8    (m)         5377.     (f) VERT ANG    3  
 CG1038
 CG1038.Superseded values are not recommended for survey control.
 CG1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1038.See file dsdata.txt to determine how the superseded data were derived.
 CG1038
 CG1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3659631310(NAD 83)
 CG1038_MARKER: DS = TRIANGULATION STATION DISK
 CG1038_SETTING: 80 = SET IN A BOULDER
 CG1038_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1038
 CG1038  HISTORY     - Date     Condition        Report By
 CG1038  HISTORY     - 1935     MONUMENTED       CGS
 CG1038  HISTORY     - 1936     GOOD             CGS
 CG1038  HISTORY     - 1956     GOOD             USE
 CG1038  HISTORY     - 1960     GOOD             CGS
 CG1038  HISTORY     - 1962     GOOD             CGS
 CG1038
 CG1038                          STATION DESCRIPTION
 CG1038
 CG1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1038'STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTH END OF THE
 CG1038'EMPIRE MOUNTAINS, ABOUT 6 MILES SOUTHWEST OF PANTANO STATION ON
 CG1038'THE SOUTHERN PACIFIC COMPANY RAILROAD, AND ABOUT 18.5 MILES WEST
 CG1038'OF BENSON.
 CG1038'
 CG1038'REACHED FROM BENSON OR TUCSON.  DRIVE EAST FROM TUCSON ABOUT 33.5
 CG1038'MILES TO PANTANO STATION, OR 18.5 MILES WEST FROM BENSON, CROSS
 CG1038'THE RAILROAD ABOUT 75 YARDS WEST OF THE SCHOOLHOUSE AND RAILROAD
 CG1038'WATER TANK, GO 0.1 MILE AND PASS THROUGH GATE, CROSS WASH AND GO
 CG1038'0.3 MILE, TAKE THE LEFT FORK, GO 0.3 MILE, TAKE ANOTHER LEFT
 CG1038'FORK, GO ON THE MAIN-TRAVELED ROAD FOR 6.4 MILES (HERE A SALT
 CG1038'LICK FOR CATTLE CAN BE SEEN TO THE RIGHT OF ROAD ABOUT 150
 CG1038'YARDS), TURN RIGHT WHERE POSSIBLE AND GO OVER THE SALT LICK
 CG1038'AND THE END OF TRUCK TRAVEL.  FROM HERE THE HILL WITH THE
 CG1038'STATION CAN BE SEEN.  FOLLOW THE COW-TRAIL TOWARDS THE MOUNTAIN
 CG1038'AS FAR AS POSSIBLE, THEN DROP INTO THE WASH GOING ABOUT 0.3
 CG1038'MILE, THEN CLIMB TO THE LEFT SIDE AND FOLLOW THE SLOPE TO THE
 CG1038'RIDGE, FROM HERE FOLLOW THE CREST OF THE RIDGE, CIRCLING TO THE
 CG1038'RIGHT FORMING A HORSESHOE TO THE HIGHEST POINT TO THE NORTH AND
 CG1038'TO THE STATION.
 CG1038'
 CG1038'REFERENCE MARKS NOS. 1 AND 2, SET IN DRILL HOLE IN BOULDER.
 CG1038
 CG1038                          STATION RECOVERY (1936)
 CG1038
 CG1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1038'STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTH END OF THE
 CG1038'EMPIRE MOUNTAINS, IN THE NORTH EDGE OF SEC. 33, T. 17 S., R. 17
 CG1038'E., ABOUT 6 MILES SOUTH-SOUTHWEST OF PANTANO, A STATION ON THE
 CG1038'SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 18 MILES WEST AND 4 MILES
 CG1038'SOUTH OF BENSON, AND ABOUT 30 MILES SOUTHEAST OF TUCSON.
 CG1038'
 CG1038'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 89, WHICH IS
 CG1038'JUST NORTH OF THE U.S. VETERANS HOSPITAL, FOLLOW U.S. HIGHWAY 80
 CG1038'EAST FOR 28.5 MILES TO THE VILLAGE OF PANTANO, TURN RIGHT OFF U.S.
 CG1038'HIGHWAY 80 AND CROSS RAILROAD TRACKS (ABOUT 75 YARDS WEST OF
 CG1038'THE SCHOOLHOUSE AND RAILROAD WATER TANK), GO DOWNHILL AFTER
 CG1038'CROSSING RAILROAD TRACKS FOR 0.1 MILE TO WIRE GATE, CROSS WASH
 CG1038'AND CONTINUE FOR 0.3 MILE TO FORK, TAKE LEFT FORK AND
 CG1038'MAIN-TRAVELED ROAD AND CONTINUE FOR 0.25 MILE TO ANOTHER FORK,
 CG1038'TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD (UNIMPROVED) FOR
 CG1038'6.1 MILES TO A CATTLE SALT LICK ABOUT 150 YARDS TO THE
 CG1038'RIGHT, CONTINUE ON ROAD FOR 1.1 MILES TO A SIDE ROAD ON THE
 CG1038'RIGHT AND SIGN TOTAL WRECK MINE.  TURN RIGHT AT THIS POINT OFF
 CG1038'MAIN-TRAVELED ROAD AND GO SOUTHWEST FOR 0.1 MILE, (AZIMUTH 1936
 CG1038'AT THIS POINT, 100 FEET EAST OF WIRE GATE, 20 FEET NORTH OF
 CG1038'CENTER OF ROAD, 6 INCHES ABOVE SURFACE OF GROUND).  AT AZIMUTH
 CG1038'TURN RIGHT ONTO DIM ROAD AND FOLLOW THIS DIM WINDING AND
 CG1038'ROUGH ROAD TO END OF TRUCK TRAVEL AND FENCE AT BASE OF
 CG1038'MOUNTAIN.  FROM END OF TRUCK TRAVEL CROSS DEEP CANYON AND
 CG1038'FOLLOW RIDGE TO TOP, BEAR TO RIGHT AND STATION.  A PACK OF
 CG1038'1-HOUR.
 CG1038
 CG1038                          STATION RECOVERY (1956)
 CG1038
 CG1038'RECOVERY NOTE BY US ENGINEERS 1956
 CG1038'STATION RECOVERED AS DESCRIBED.
 CG1038
 CG1038                          STATION RECOVERY (1960)
 CG1038
 CG1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG1038'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 CG1038'GOOD CONDITION.  A NEW TO REACH DESCRIPTION FOLLOWS DUE TO NEW
 CG1038'HIGHWAY CONSTRUCTION.
 CG1038'
 CG1038'TO REACH THE STATION FROM THE PANTANO UNDERPASS WHICH IS 27.6 MILES
 CG1038'SOUTHEAST OF TUCSON ALONG THE INTERSTATE ROUTE 8 OR U.S. HIGHWAY
 CG1038'80, PROCEED WESTERLY TOWARDS TUCSON FOR 0.6 MILES TO A STEEL GATE
 CG1038'IN THE SOUTH RIGHT OF WAY FENCE LINE.  A KEY MAY BE OBTAINED
 CG1038'FROM THE HIGHWAY DEPARTMENT OR THE PIPELINE COMPANY FOR THIS
 CG1038'GATE.  PROCEED SOUTHERLY, THROUGH THE GATE AND FOLLOW THE MAIN
 CG1038'TRAVELED ROAD TO ITS INTERSECTION WITH THE NORTH-SOUTH BURIED
 CG1038'PIPE LINE, ABOUT 0.2 SOUTH OF THE INTERSECTION OF AN EAST-WEST
 CG1038'AND NORTH-SOUTH PIPE LINE.  THE INTERSECTION IS MARKED BE SEVERAL
 CG1038'AIR VENT STAND PIPES.  CONTINUE SOUTHERLY ON THE ROAD FOR 1.2
 CG1038'MILES TO A FORK 0.2 MILE, AFTER PASSING A LARGE CONCRETE WATER
 CG1038'STORAGE TANK ON THE RIGHT, WEST, SIDE OF THE ROAD, KEEP THE
 CG1038'RIGHT FORK FOR 1.8 MILES TO A WINDMILL, CORRALS AND A STEEL
 CG1038'WATER STORAGE TANK ON THE RIGHT, CONTINUE AROUND THE EAST SIDE OF
 CG1038'THE WINDMILL, FOLLOWING THE ROAD, FOR 0.55 MILE TO A FENCE
 CG1038'AND STEEL GATE, CONTINUE THROUGH THE GATE FOR 1.6 MILES,
 CG1038'CRISCROSSING THE BURIED PIPE LINE TO A WINDMILL AND LARGE
 CG1038'STEEL STORAGE TANK.  THE STATION IS VISIBLE ON THE HIGHEST POINT
 CG1038'DUE WEST OF THIS POINT.  CONTINUE ON THE MAIN TRAVELED ROAD
 CG1038'FOR 1.0 MILE TO A FORK, KEEP THE RIGHT FORK, SOUTHWEST,
 CG1038'FOR 0.1 MILE TO THE AZIMUTH MARK 100 FEET EAST OF A WIRE GATE
 CG1038'AND 20 FEET NORTH OF THE ROAD, TURN RIGHT, NORTH, DOWN THE
 CG1038'BENCH TO A POINT WHERE THE DEEP WASH CAN BE CROSSED THEN
 CG1038'LEFT, SOUTHERLY UP ONTO THE TOE OF A SMALL RIDGE KEEPING TO THE
 CG1038'RIGHT EDGE OF THE RIDGE WHERE ANOTHER WASH MUST BE CROSSED,
 CG1038'TRAVEL GENERALLY WESTERLY FOR ABOUT 1.0 MILE TO A SMALL WIRE GATE
 CG1038'IN THE FENCE LINE AT THE BASE OF THE STATION HILL, PASSING
 CG1038'THROUGH THIS GATE, TURN RIGHT TOWARDS THE DEEP WASH COMING DOWN
 CG1038'THE EAST SLOPE OF THE RIDGE TO THE END OF TRUCK TRAVEL AT
 CG1038'ANOTHER DEEP WASH.  THIS LAST DISTANCE IS APPROXIMATLY 0.3 MILES
 CG1038'AND REQUIRES A 4-WHEEL DRIVE VEHICLE.  FROM HERE PACK
 CG1038'WESTERLY UP THE STEEP SLOPE TO THE CREST OF THE RIDGE THEN
 CG1038'RIGHT ALONG THE CREST FOR ABOUT 0.5 MILE TO THE STATION SITE
 CG1038'ON THE HIGHEST POINT.  PACK TIME ABOUT 1 HOUR.  NOTE--A 4-WHEEL
 CG1038'DRIVE VEHICLE IS REQUIRED FOR THE LAST 1.3 MILE OF
 CG1038'TRAVEL.
 CG1038
 CG1038                          STATION RECOVERY (1962)
 CG1038
 CG1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG1038'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CG1038'FOUND AND RECOVERED AS DESCRIBED.  THE DISTANCE AND DIRECTION OF
 CG1038'THE REFERENCE MARKS AND AZIMUTH MARK WAS FOUND TO BE ACCURATE.
 CG1038'STATION WAS RECOVERED IN 1960 BY W.W.H AND THE DESCRIPTION
 CG1038'TO REACH THE STATION WRITTEN AT THAT TIME IS SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0275 ***********************************************************************
 GQ0275  DESIGNATION -  END
 GQ0275  PID         -  GQ0275
 GQ0275  STATE/COUNTY-  AZ/COCONINO
 GQ0275  USGS QUAD   -  CANE (1988)
 GQ0275
 GQ0275                         *CURRENT SURVEY CONTROL
 GQ0275  ___________________________________________________________________
 GQ0275* NAD 83(1992)-  36 32 19.61391(N)    112 05 21.98779(W)     ADJUSTED  
 GQ0275* NAVD 88     -      2496.8    (meters)    8192.     (feet)  VERTCON   
 GQ0275  ___________________________________________________________________
 GQ0275  LAPLACE CORR-         -10.64  (seconds)                    DEFLEC99
 GQ0275  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 GQ0275  HORZ ORDER  -  THIRD
 GQ0275
 GQ0275.The horizontal coordinates were established by classical geodetic methods
 GQ0275.and adjusted by the National Geodetic Survey in August 1993.
 GQ0275
 GQ0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0275
 GQ0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0275
 GQ0275.The geoid height was determined by GEOID03.
 GQ0275
 GQ0275;                    North         East     Units Scale Factor Converg.
 GQ0275;SPC AZ C     -   614,306.167   197,890.216   MT  0.99990295   -0 06 10.3
 GQ0275;SPC AZ C     - 2,015,440.18    649,246.12   iFT  0.99990295   -0 06 10.3
 GQ0275;UTM  12      - 4,044,261.924   402,481.769   MT  0.99971716   -0 38 55.2
 GQ0275
 GQ0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0275!SPC AZ C     -   0.99961171  x   0.99990295  =   0.99951470
 GQ0275!UTM  12      -   0.99961171  x   0.99971716  =   0.99932898
 GQ0275
 GQ0275|---------------------------------------------------------------------|
 GQ0275| PID    Reference Object                     Distance      Geod. Az  |
 GQ0275|                                                           dddmmss.s |
 GQ0275| CH2240 END RM 1                              4.793 METERS 01848     |
 GQ0275| GP0618 BITTER                              APPROX.40.6 KM 0784048.0 |
 GQ0275| CH2241 END RM 2                             22.420 METERS 13317     |
 GQ0275|---------------------------------------------------------------------|
 GQ0275
 GQ0275                          SUPERSEDED SURVEY CONTROL
 GQ0275
 GQ0275  NAD 83(1986)-  36 32 19.61118(N)    112 05 21.98051(W) AD(       ) 3
 GQ0275  NAD 27      -  36 32 19.67300(N)    112 05 19.33500(W) AD(       ) 3
 GQ0275  NGVD 29 (07/19/86) 2495.6    (m)         8188.     (f) VERT ANG    3  
 GQ0275
 GQ0275.Superseded values are not recommended for survey control.
 GQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0275.See file dsdata.txt to determine how the superseded data were derived.
 GQ0275
 GQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0248244262(NAD 83)
 GQ0275_MARKER: DS = TRIANGULATION STATION DISK
 GQ0275_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0275
 GQ0275  HISTORY     - Date     Condition        Report By
 GQ0275  HISTORY     - 1953     MONUMENTED       CGS
 GQ0275
 GQ0275                          STATION DESCRIPTION
 GQ0275
 GQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0275'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHEAST OF JACOB LAKE
 GQ0275'LODGE, ABOUT 9 MILES NORTH OF KAIBAB LODGE, ABOUT 5 MILES
 GQ0275'NORTHEAST OF PLEASANT VALLEY, AND ABOUT 0.1 MILE WEST-SOUTHWEST
 GQ0275'OF THE EASTERNMOST POINT OF KANE RIDGE.
 GQ0275'
 GQ0275'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE ROUTE
 GQ0275'67 AT JACOB LAKE LODGE BY GOING SOUTH ON STATE ROUTE 67 FOR
 GQ0275'18.5 MILES TO A DIM ROAD EAST, AND A SIGN ON THE RIGHT, WEST,
 GQ0275'KANE RIDGE.  HERE TURN LEFT, EAST, ON THE DIM ROAD AND GO
 GQ0275'0.6 MILES TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD ON THE
 GQ0275'DIM ROAD FOR 0.3 MILE TO ROAD FORKS AND SIGN, KANE RIDGE- TATER
 GQ0275'RIDGE.  HERE TURN SHARP LEFT UP STEEP SLOPE AS PER SIGN
 GQ0275'KANE RIDGE AND FOLLOW THE ROAD NORTH THEN EAST FOR 3.7 MILES
 GQ0275'TO A TRIANGLE BLAZE ON A 2-FOOT PINE TREE ON THE RIGHT.
 GQ0275'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A LARGE CAIRN ON
 GQ0275'THE LEFT.  HERE TURN RIGHT AND GO NORTHEAST ACROSS COUNTRY
 GQ0275'THROUGH THE THICK TIMBER FOLLOWING A BLAZED TRAIL FOR 0.4
 GQ0275'MILE TO THE EASTERNMOST POINT OF KANE RIDGE AND THE STATION.
 GQ0275'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.4
 GQ0275'MILE.
 GQ0275'
 GQ0275'THE STATION, A STANDARD DISC STAMPED END 1953, IS CEMENTED
 GQ0275'IN OUTCROPING BEDROCK.  IT IS 100 YARDS SOUTH OF A SMALL WASH,
 GQ0275'25 PACES NORTHWEST OF THE RIM OF THE CANYON AND 14 FEET EAST
 GQ0275'OF A 12-INCH PINE TREE WITH A TRIANGLE BLAZE.  CLEARING HAS
 GQ0275'BEEN DONE ON LINE TO STATION BITTER 1934.
 GQ0275'
 GQ0275'REFERENCE MARK 1 IS 1 FOOT HIGHER THAN THE STATION AND 12 FEET
 GQ0275'EAST - NORTHEAST OF THE BLAZED PINE TREE.  IT IS STAMPED END
 GQ0275'NO 1 1953 AND IS CEMENTED IN A BOULDER FLUSH WITH THE SURROUNDING
 GQ0275'SURFACE.  IT IS A STANDARD DISK.
 GQ0275'
 GQ0275'REFERENCE MARK 2, A STANDARD DISC, IS ABOUT 8 FEET LOWER
 GQ0275'THAN THE STATION.  IT IS CEMENTED IN OUTCROPING BEDROCK ON
 GQ0275'THE EDGE OF THE CANYON RIM.  IT IS STAMPED END NO 2 1953.
 GQ0275'
 GQ0275'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2226 ***********************************************************************
 DU2226  DESIGNATION -  END
 DU2226  PID         -  DU2226
 DU2226  STATE/COUNTY-  AZ/MARICOPA
 DU2226  USGS QUAD   -  CAVE CREEK (1981)
 DU2226
 DU2226                         *CURRENT SURVEY CONTROL
 DU2226  ___________________________________________________________________
 DU2226* NAD 83(1992)-  33 46 11.47943(N)    111 58 55.31783(W)     ADJUSTED  
 DU2226* NAVD 88     -       583.2    (meters)    1913.     (feet)  VERTCON   
 DU2226  ___________________________________________________________________
 DU2226  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DU2226  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DU2226  HORZ ORDER  -  SECOND
 DU2226
 DU2226.The horizontal coordinates were established by classical geodetic methods
 DU2226.and adjusted by the National Geodetic Survey in August 1993.
 DU2226
 DU2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2226
 DU2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2226
 DU2226.The geoid height was determined by GEOID03.
 DU2226
 DU2226;                    North         East     Units Scale Factor Converg.
 DU2226;SPC AZ C     -   307,130.612   207,305.538   MT  0.99990045   -0 02 10.8
 DU2226;SPC AZ C     - 1,007,646.36    680,136.28   iFT  0.99990045   -0 02 10.8
 DU2226;UTM  12      - 3,737,071.680   409,065.850   MT  0.99970194   -0 32 45.3
 DU2226
 DU2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2226!SPC AZ C     -   0.99991301  x   0.99990045  =   0.99981347
 DU2226!UTM  12      -   0.99991301  x   0.99970194  =   0.99961498
 DU2226
 DU2226|---------------------------------------------------------------------|
 DU2226| PID    Reference Object                     Distance      Geod. Az  |
 DU2226|                                                           dddmmss.s |
 DU2226| CH5127 END RM 3                              7.065 METERS 00429     |
 DU2226| CH5125 END RM 1                              6.465 METERS 03229     |
 DU2226| CH5128 END RM 4                                           2055017.2 |
 DU2226| CH5126 END RM 2                              6.566 METERS 28538     |
 DU2226|---------------------------------------------------------------------|
 DU2226
 DU2226                          SUPERSEDED SURVEY CONTROL
 DU2226
 DU2226  NAD 83(1986)-  33 46 11.47400(N)    111 58 55.32121(W) AD(       ) 2
 DU2226  NAD 27      -  33 46 11.33500(N)    111 58 52.78900(W) AD(       ) 2
 DU2226  NGVD 29 (07/19/86)  582.6    (m)         1911.     (f) VERT ANG    3  
 DU2226
 DU2226.Superseded values are not recommended for survey control.
 DU2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2226.See file dsdata.txt to determine how the superseded data were derived.
 DU2226
 DU2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0906637072(NAD 83)
 DU2226_MARKER: DS = TRIANGULATION STATION DISK
 DU2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2226
 DU2226  HISTORY     - Date     Condition        Report By
 DU2226  HISTORY     - 1946     MONUMENTED       CGS
 DU2226  HISTORY     - 1974     GOOD             NGS
 DU2226  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 DU2226
 DU2226                          STATION DESCRIPTION
 DU2226
 DU2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2226'THE STATION IS LOCATED 33 FEET NORTHWEST OF THE CENTER OF THE
 DU2226'CAVE CREEK-PHOENIX HIGHWAY AND IN APPROXIMATE AIRLINE DISTANCES IS
 DU2226'22-1/2 MILES NORTH-NORTHEAST OF PHOENIX AND 5 MILES SOUTHWEST OF
 DU2226'CAVE CREEK.
 DU2226'
 DU2226'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO WEST AND
 DU2226'SOUTHERLY ON THE PHOENIX HIGHWAY FOR 0.45 MILES TO A CATTLE GUARD,
 DU2226'THENCE CROSS THIS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD FOR
 DU2226'0.35 MILES TO ANOTHER CATTLE GUARD.  CROSS THIS CATTLE GUARD AND
 DU2226'CONTINUE ON THE PHOENIX HIGHWAY FOR 4.2 MILES TO A MAIL BOX ON
 DU2226'THE LEFT OR SOUTHEAST AND THE STATION ON THE RIGHT.
 DU2226'
 DU2226'THE STATION IS A STANDARD TRIANGULATION MARK STAMPED END 1946, SET
 DU2226'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 DU2226'SURROUNDING SURFACE.  IT IS LOCATED 76 FEET SOUTHWEST OF THE
 DU2226'CENTER POINT OF THE INTERSECTION OF A BLADED ROAD AND THE CAVE
 DU2226'CREEK-PHOENIX HIGHWAY, 61-1/2 FEET WEST-SOUTHWEST OF THE MAIL BOX
 DU2226'WITH BAKER HOLCOM BOX 75 PRINTED ON ITS SIDE, 21 FEET NORTH OF A
 DU2226'TRIANGLE BLAZED CACTUS, AND 11.0 FEET SOUTH-SOUTHEAST OF A 4
 DU2226'INCH SQUARE WHITE WITNESS POST.
 DU2226'
 DU2226'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK STAMPED END NO 1
 DU2226'1946, SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 DU2226'ABOVE THE SURROUNDING SURFACE AND IS ABOUT 1-1/2 FEET ABOVE THE
 DU2226'STATION.  IT IS LOCATED NORTH-NORTHEAST OF THE STATION.
 DU2226'
 DU2226'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK STAMPED END NO 2
 DU2226'1946, SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 DU2226'ABOVE THE SURROUNDING SURFACE AND IS ABOUT THE SAME LEVEL AS THE
 DU2226'STATION.  IT IS LOCATED WEST OF THE STATION.
 DU2226'
 DU2226'STATION CAVE CREEK IS THE AZIMUTH MARK FOR THIS STATION.
 DU2226'
 DU2226'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 DU2226
 DU2226                          STATION RECOVERY (1974)
 DU2226
 DU2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2226'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 DU2226'CONDITION.  REFERENCE MARK 1 WAS IN PLACE AT EDGE OF GRADER BANK
 DU2226'AND EXPOSED FOR ABOUT 2 FEET ON THE EAST SIDE.  THE MARK WAS RESET
 DU2226'IN A SAFE LOCATION AS REFERENCE MARK 3.  STATION MESA 1924 WHICH
 DU2226'IS LISTED FOR AN AZIMUTH MARK IS A LONG PACK AND REFERENCE MARK 4
 DU2226'WAS ESTABLISHED.
 DU2226'
 DU2226'THE STATION MARK IS A STANDARD DISK STAMPED, END 1946.  IT IS SET
 DU2226'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 DU2226'INCHES.  THE MARK IS 63 FEET SOUTH OF THE INTERSECTION OF CAVE
 DU2226'CREEK ROAD AND LONE MOUNTAIN ROAD, 28 FEET WEST OF THE CENTER OF
 DU2226'CAVE CREEK ROAD AND 1-1/2 FEET EAST OF THE WITNESS POST AND SIGN.
 DU2226'
 DU2226'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, END NO 2 1946.  IT
 DU2226'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DU2226'8 INCHES.  IT IS 20 FEET SOUTH OF THE SOUTH BANK OF A WASH AND 19
 DU2226'FEET WEST OF THE WITNESS POST.
 DU2226'
 DU2226'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, END NO 3 1946 1974.
 DU2226'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU2226'ABOUT 6 INCHES.  IT IS 40 FEET WEST OF THE CENTER OF CAVE CREEK
 DU2226'ROAD, 38 FEET SOUTH OF A REPAIR BOX FOR UNDERGROUND CABLE AND 23
 DU2226'FEET NORTH OF THE WITNESS POST.
 DU2226'
 DU2226'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, END NO 4 1946 1974.
 DU2226'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU2226'ABOUT 2 INCHES.  IT IS 29 FEET EAST OF THE CENTER OF CAVE CREEK
 DU2226'ROAD, 19 FEET SOUTH OF THE SOUTH 1 OF 4 LARGE STEEL CULVERTS AND
 DU2226'1 FOOT WEST OF WITNESS POST AND SIGN WHICH IS SET IN THE EAST
 DU2226'RIGHT OF WAY FENCE LINE.
 DU2226'
 DU2226'TO REACH THE STATION FROM CAVE CREEK SCHOOL IN CAVE CREEK, GO WEST
 DU2226'AND SOUTH ALONG CAVE CREEK ROAD FOR 5.6 MILES TO INTERSECTION WITH
 DU2226'LONE MTN ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DU2226'
 DU2226'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2226'
 DU2226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DU2226'SOUTHWEST OF CAVE CREEK.
 DU2226
 DU2226                          STATION RECOVERY (2006)
 DU2226
 DU2226'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2226'THERE HAS BEEN ROAD CONSTRUCTION, AND OTHER CONSTRUCTION IN THE AREA.
 DU2226'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0520 ***********************************************************************
 GP0520  DESIGNATION -  END
 GP0520  PID         -  GP0520
 GP0520  STATE/COUNTY-  AZ/COCONINO
 GP0520  USGS QUAD   -  SHINUMO ALTAR (1988)
 GP0520
 GP0520                         *CURRENT SURVEY CONTROL
 GP0520  ___________________________________________________________________
 GP0520* NAD 83(1992)-  36 22 40.49403(N)    111 38 08.56687(W)     ADJUSTED  
 GP0520* NAVD 88     -      1965.1    (meters)    6447.     (feet)  VERTCON   
 GP0520  ___________________________________________________________________
 GP0520  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GP0520  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 GP0520  HORZ ORDER  -  THIRD
 GP0520
 GP0520.The horizontal coordinates were established by classical geodetic methods
 GP0520.and adjusted by the National Geodetic Survey in August 1993.
 GP0520
 GP0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0520
 GP0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0520
 GP0520.The geoid height was determined by GEOID03.
 GP0520
 GP0520;                    North         East     Units Scale Factor Converg.
 GP0520;SPC AZ C     -   596,479.751   238,567.913   MT  0.99990783   +0 09 59.9
 GP0520;SPC AZ C     - 1,956,954.56    782,703.13   iFT  0.99990783   +0 09 59.9
 GP0520;UTM  12      - 4,026,053.701   442,978.958   MT  0.99964006   -0 22 37.4
 GP0520
 GP0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0520!SPC AZ C     -   0.99969527  x   0.99990783  =   0.99960313
 GP0520!UTM  12      -   0.99969527  x   0.99964006  =   0.99933544
 GP0520
 GP0520:                Primary Azimuth Mark                     Grid Az
 GP0520:SPC AZ C     -  DESERT                                   184 10 51.9
 GP0520:UTM  12      -  DESERT                                   184 43 29.2
 GP0520
 GP0520|---------------------------------------------------------------------|
 GP0520| PID    Reference Object                     Distance      Geod. Az  |
 GP0520|                                                           dddmmss.s |
 GP0520| GP0590 DESERT                              APPROX. 9.7 KM 1842051.8 |
 GP0520|---------------------------------------------------------------------|
 GP0520
 GP0520                          SUPERSEDED SURVEY CONTROL
 GP0520
 GP0520  NAD 83(1986)-  36 22 40.49321(N)    111 38 08.56324(W) AD(       ) 3
 GP0520  NGVD 29 (05/08/89) 1964.1    (m)         6444.     (f) VERT ANG    3  
 GP0520
 GP0520.Superseded values are not recommended for survey control.
 GP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0520.See file dsdata.txt to determine how the superseded data were derived.
 GP0520
 GP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4297926054(NAD 83)
 GP0520_MARKER: DD = SURVEY DISK
 GP0520_SETTING: 66 = SET IN ROCK OUTCROP
 GP0520_SP_SET: SET IN ROCK OUTCROP
 GP0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0520+STABILITY: POSITION/ELEVATION WELL
 GP0520
 GP0520  HISTORY     - Date     Condition        Report By
 GP0520  HISTORY     - 1934     MONUMENTED       USGS
 GP0520
 GP0520                          STATION DESCRIPTION
 GP0520
 GP0520'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GP0520'LOCATED ABOUT 11 MI WNW. OF CEDAR RIDGE TRADING POST ON U.S. HWY.
 GP0520'89, 7 MI SE. OF SHINUMO ALTAR BUTTE.  ON NORTHWEST END OF LONG,
 GP0520'NW.-SE. RIDGE.
 GP0520'
 GP0520'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0520'MI W. ON MAIN-TRAVELED RD. TO RESERVOIR.  CONTINUE 1.9 MI W., GO
 GP0520'CROSS-COUNTRY ABOUT 0.25 MI TO BASE OF NORTHWEST END OF RIDGE AND
 GP0520'STATION.
 GP0520'
 GP0520'STATION MARK--STANDARD TABLET STAMPED---END 1953---, CEMENTED IN
 GP0520'SOLID ROCK OUTCROP.
 GP0520'
 GP0520'RM 1--COPPER NAIL AND WASHER IN 6-INCH CEDAR TREE.
 GP0520'
 GP0520'RM 2--COPPER NAIL AND WASHER IN 8-INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1958 ***********************************************************************
 DV1958  DESIGNATION -  ENGASSER
 DV1958  PID         -  DV1958
 DV1958  STATE/COUNTY-  AZ/YUMA
 DV1958  USGS QUAD   -  KOFA BUTTE (1990)
 DV1958
 DV1958                         *CURRENT SURVEY CONTROL
 DV1958  ___________________________________________________________________
 DV1958* NAD 83(1992)-  33 15 41.27457(N)    113 55 04.14657(W)     ADJUSTED  
 DV1958* NAVD 88     -       884.5    (meters)    2902.     (feet)  VERTCON   
 DV1958  ___________________________________________________________________
 DV1958  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 DV1958  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DV1958  HORZ ORDER  -  SECOND
 DV1958
 DV1958.The horizontal coordinates were established by classical geodetic methods
 DV1958.and adjusted by the National Geodetic Survey in August 1993.
 DV1958
 DV1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1958
 DV1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1958
 DV1958.The geoid height was determined by GEOID03.
 DV1958
 DV1958;                    North         East     Units Scale Factor Converg.
 DV1958;SPC AZ W     -   250,767.821   197,724.277   MT  0.99993635   -0 05 31.4
 DV1958;SPC AZ W     -   822,729.07    648,701.70   iFT  0.99993635   -0 05 31.4
 DV1958;UTM  12      - 3,684,071.519   228,189.187   MT  1.00051100   -1 36 04.6
 DV1958;UTM  11      - 3,684,511.792   787,127.899   MT  1.00061659   +1 41 29.8
 DV1958
 DV1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1958!SPC AZ W     -   0.99986615  x   0.99993635  =   0.99980251
 DV1958!UTM  12      -   0.99986615  x   1.00051100  =   1.00037708
 DV1958!UTM  11      -   0.99986615  x   1.00061659  =   1.00048265
 DV1958
 DV1958|---------------------------------------------------------------------|
 DV1958| PID    Reference Object                     Distance      Geod. Az  |
 DV1958|                                                           dddmmss.s |
 DV1958| CH2243 ENGASSER RM 1                         3.936 METERS 00716     |
 DV1958| CH2244 ENGASSER RM 2                         5.350 METERS 13007     |
 DV1958| CH2242 ENGASSER AZ MK                                     2281100.5 |
 DV1958|---------------------------------------------------------------------|
 DV1958
 DV1958                          SUPERSEDED SURVEY CONTROL
 DV1958
 DV1958  NAD 83(1986)-  33 15 41.27015(N)    113 55 04.15262(W) AD(       ) 2
 DV1958  NAD 27      -  33 15 41.14500(N)    113 55 01.39400(W) AD(       ) 2
 DV1958  NGVD 29 (07/19/86)  883.8    (m)         2900.     (f) VERT ANG    3  
 DV1958
 DV1958.Superseded values are not recommended for survey control.
 DV1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1958.See file dsdata.txt to determine how the superseded data were derived.
 DV1958
 DV1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2818984072(NAD 83)
 DV1958_MARKER: DS = TRIANGULATION STATION DISK
 DV1958_SETTING: 66 = SET IN ROCK OUTCROP
 DV1958
 DV1958  HISTORY     - Date     Condition        Report By
 DV1958  HISTORY     - 1949     MONUMENTED       CGS
 DV1958  HISTORY     - 1952     GOOD             USE
 DV1958  HISTORY     - 1972     GOOD             AZHD
 DV1958
 DV1958                          STATION DESCRIPTION
 DV1958
 DV1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1958'THE STATION IS LOCATED ABOUT 25 MILES AIR LINE NORTH OF ROLLS,
 DV1958'ABOUT 2 MILES AIR LINE SOUTHEAST OF KOFA BUTTE, ON A HIGH
 DV1958'EAST-WEST RIDGE WHICH SLOPES TO THE WEST AND HAS ROUGH CLIFFS
 DV1958'TO THE EAST AND SOUTHEAST.  THE STATION IS 18 FEET NORTHWEST
 DV1958'OF THE HIGHEST POINT, SET FLUSH AND IS STAMPED, ENGASSER 1949.
 DV1958'
 DV1958'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DV1958'STATION, SET FLUSH AND IS STAMPED, ENGASSER NO 1 1949.
 DV1958'
 DV1958'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DV1958'STATION, PROJECTS 1 FOOT AND IS STAMPED, ENGASSER NO 2 1949.
 DV1958'
 DV1958'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ON THE
 DV1958'HIGHEST POINT OF A GRAVEL KNOLL WHICH LAYS ON THE SOUTH EDGE
 DV1958'OF WASH.  THE MARK IS ABOUT 50 FEET SOUTH OF AND ABOUT 30 FEET
 DV1958'ABOVE THE CENTER LINE OF TRACK ROAD UP WASH, 16 PACES EAST
 DV1958'OF A 4X4 WITNESS POST, SET FLUSH AND IS STAMPED, ENGASSER 1949.
 DV1958'
 DV1958'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 DV1958'HIGHWAY 95 IN YUMA, GO NORTH ON STATE HIGHWAY 95, FOR 25.0 MILES
 DV1958'TO COUNTY WELL.  CONTINUE NORTH FOR 30.4 MILES TO A ROAD RIGHT
 DV1958'AT SIGN 22 MI KING, ROB ROY, NORTH STAR.  TURN RIGHT (EAST)
 DV1958'LEAVING HIGHWAY AND FOLLOW TRACK ROAD FOR 13.9 MILES TO A
 DV1958'T-ROAD LEFT AND SIGN 9.3 MI KING, ROB ROY, NORTH STAR.  TURN
 DV1958'LEFT (NORTH) AND GO 4.8 MILES TO A FORK OF GRADED AND TRACK
 DV1958'ROAD, PASSING OLD ABANDONED BUILDINGS AT 3.3 MILES.  TAKE THE
 DV1958'RIGHT FORK, THE TRACK ROAD, AND GO 2.8 MILES TO POINT WHERE
 DV1958'THE ROAD INTERSECTS ANOTHER ROAD.  THERE ARE TWO WHITE SIGN
 DV1958'POSTS ABOUT 50 FEET EAST OF THE INTERSECTION.  TURN
 DV1958'RIGHT AT INTERSECTION AND FOLLOW GRADED ROAD FOR 1.25 MILES TO A
 DV1958'FORK.  TAKE THE LEFT FORK OVER SMALL RIDGE AND UP WASH FOR
 DV1958'0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 DV1958'UP WASH FOR 0.1 MILE TO A SMALL WASH COMING IN FROM THE
 DV1958'LEFT (NORTH).  TURN LEFT AND FOLLOW THIS WASH FOR 1.5
 DV1958'MILES TO ITS END NEAR THE BASE OF HILL.  FROM THE END OF
 DV1958'TRUCK TRAVEL PACK NORTH TO THE HIGHEST POINT AND STATION.  A
 DV1958'1-HOUR PACK.
 DV1958
 DV1958                          STATION RECOVERY (1952)
 DV1958
 DV1958'RECOVERY NOTE BY US ENGINEERS 1952
 DV1958'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DV1958'
 DV1958'TO REACH FROM COUNTY WELL, GO NORTH ON HWY 95 FROM COUNTY
 DV1958'WELL 31.3 MILES TO STONE CABIN (MILE POST 81.3), GO RIGHT ON
 DV1958'GRADED ROAD 14.55 TO A GRADED ROAD LEFT AND SEVERAL SIGN POSTS
 DV1958'(MINES), GO LEFT (NE) 4.8 MILES TO A TRACK ROAD RIGHT AND A
 DV1958'SIGN NORTH STAR, GO STRAIGHT AHEAD 0.95 MILE TO AN OLD MILL
 DV1958'ON THE RIGHT, CONTINUE ON GRADED ROAD 2.2 MILES TO A GRADED
 DV1958'ROAD RIGHT AND SEVERAL SIGN POSTS, GO RIGHT 0.25 MILES TO A Y
 DV1958'FORK, GO RIGHT 0.45 MILE TO A Y FORK (ROB ROY MINE), GO LEFT
 DV1958'ON MAIN BLADED ROAD 1.35 MILE TO Y FORK AND OLD SIGN KOFA,
 DV1958'GO LEFT ON MAIN BLADED ROAD 1.95 MILE TO AZIMUTH AND WITNESS
 DV1958'POST, GO 0.05 MILE TO A SMALL WASH LEFT, GO LEFT ON WASH
 DV1958'ROAD 1.55 MILE TO END OF VEHICLE TRAVEL NEAR BASE OF RIDGE
 DV1958'(4 WHEEL DRIVE ON PART OF WASH ROAD), 1 HOUR PACK.
 DV1958'
 DV1958'STATION IS SW. OF A PROMINENT ROD CLIFFED BUTTE ON A RED SKYLINE
 DV1958'RIDGE RUNNING EAST AND WEST WHICH SLOPES DOWN TO THE WEST.
 DV1958'THERE IS A SMALL ROUNDED DOME TO THE WEST AND A SMALL FINGER
 DV1958'OF ROCK TO THE EAST.  CAIRN AND TRIPOD ARE NOT VISIBLE UNTIL
 DV1958'REACHING THE TOP.  EITHER CLIMB TOWARD CENTER OF RIDGE AND TURN
 DV1958'LEFT NEAR TOP (STEEP) OR WORK AROUND THE BASE NW. AND GO UP
 DV1958'FROM THE WEST.  STEEP CLIFFS MAKE CLIMBING HAZARDOUS ON THE SE.
 DV1958
 DV1958                          STATION RECOVERY (1972)
 DV1958
 DV1958'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1958'GENERAL LOCATION PARKER TO YUMA
 DV1958'
 DV1958'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 DV1958'
 DV1958'STATION MARK STA USC AND GS B.
 DV1958'
 DV1958'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0316 ***********************************************************************
 DV0316  DESIGNATION -  ENID
 DV0316  PID         -  DV0316
 DV0316  STATE/COUNTY-  AZ/PINAL
 DV0316  USGS QUAD   -  ENID (1978)
 DV0316
 DV0316                         *CURRENT SURVEY CONTROL
 DV0316  ___________________________________________________________________
 DV0316* NAD 83(1992)-  33 04 51.21616(N)    112 12 05.31334(W)     ADJUSTED  
 DV0316* NAVD 88     -       466.92   (+/-2cm)    1531.9    (feet)  VERTCON   
 DV0316  ___________________________________________________________________
 DV0316  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DV0316  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0316  HORZ ORDER  -  SECOND
 DV0316  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0316
 DV0316.The horizontal coordinates were established by classical geodetic methods
 DV0316.and adjusted by the National Geodetic Survey in August 1993.
 DV0316
 DV0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0316.The vertical order pertains to the NGVD 29 superseded value.
 DV0316
 DV0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0316
 DV0316.The geoid height was determined by GEOID03.
 DV0316
 DV0316;                    North         East     Units Scale Factor Converg.
 DV0316;SPC AZ C     -   230,758.211   186,770.589   MT  0.99990871   -0 09 19.6
 DV0316;SPC AZ C     -   757,080.74    612,764.40   iFT  0.99990871   -0 09 19.6
 DV0316;UTM  12      - 3,660,896.656   387,862.309   MT  0.99975504   -0 39 21.1
 DV0316
 DV0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0316!SPC AZ C     -   0.99993148  x   0.99990871  =   0.99984019
 DV0316!UTM  12      -   0.99993148  x   0.99975504  =   0.99968653
 DV0316
 DV0316|---------------------------------------------------------------------|
 DV0316| PID    Reference Object                     Distance      Geod. Az  |
 DV0316|                                                           dddmmss.s |
 DV0316| DV0314 ENID RM 1                            11.906 METERS 10503     |
 DV0316| CH5129 BM                                                 1660433.5 |
 DV0316| DV0315 ENID RM 2                            10.128 METERS 35947     |
 DV0316|---------------------------------------------------------------------|
 DV0316
 DV0316                          SUPERSEDED SURVEY CONTROL
 DV0316
 DV0316  NAD 83(1986)-  33 04 51.20779(N)    112 12 05.31663(W) AD(       ) 2
 DV0316  NAD 27      -  33 04 51.03320(N)    112 12 02.78954(W) AD(       ) 2
 DV0316  NGVD 29 (??/??/92)  466.320  (m)         1529.92   (f) ADJ UNCH    1 2
 DV0316
 DV0316.Superseded values are not recommended for survey control.
 DV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0316.See file dsdata.txt to determine how the superseded data were derived.
 DV0316
 DV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8786260897(NAD 83)
 DV0316_MARKER: DS = TRIANGULATION STATION DISK
 DV0316_SETTING: 66 = SET IN ROCK OUTCROP
 DV0316_SP_SET: ROCK OUTCROP
 DV0316_STAMPING: ENID 1936
 DV0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0316+STABILITY: POSITION/ELEVATION WELL
 DV0316
 DV0316  HISTORY     - Date     Condition        Report By
 DV0316  HISTORY     - 1936     MONUMENTED       CGS
 DV0316  HISTORY     - 1967     GOOD             CGS
 DV0316  HISTORY     - 1967     GOOD             NGS
 DV0316  HISTORY     - 1968     GOOD             AMS
 DV0316  HISTORY     - 1972     GOOD             AZHD
 DV0316  HISTORY     - 1980     GOOD             NGS
 DV0316  HISTORY     - 1980     GOOD             NGS
 DV0316  HISTORY     - 20070321 MARK NOT FOUND   GEOCAC
 DV0316
 DV0316                          STATION DESCRIPTION
 DV0316
 DV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV0316'ON A LONE LOW HILL LYING ABOUT ONE-HALF MILE NORTH OF THE
 DV0316'MAINTENANCE STATION OF ENID ON THE SOUTHERN PACIFIC RAILROAD,
 DV0316'AND ABOUT 10 MILES WEST-NORTHWEST OF THE SMALL VILLAGE OF
 DV0316'MARICOPA, ALSO ON THE RAILROAD.  MARKED BY A STANDARD BRONZE
 DV0316'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DV0316'BRONZE REFERENCE DISK IS 11.975 METERS (39.29 FEET)
 DV0316'FROM STATION S 73 DEG 40 MIN E.  REFERENCE MARK NO. 2,
 DV0316'A STANDARD BRONZE REFERENCE DISK IS 10.128 METERS
 DV0316'(33.23 FEET) FROM STATION N 01 DEG 04 MIN E.  THE
 DV0316'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, ON
 DV0316'THE WEST SIDE OF THE RAILROAD STATION AT ENID, 10 YARDS
 DV0316'NORTH OF A PAIR OF BLOCK SIGNALS, AND 6 FEET WEST OF A
 DV0316'BOARD FENCE.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 DV0316'SURVEY DISK SET IN THE TOP OF AN IRON PIPE PROJECTING
 DV0316'ABOUT 12 INCHES ABOVE THE GROUND AND IS ABOUT 0.6 MILE
 DV0316'FROM STATION S 13 DEG 56 MIN E.
 DV0316
 DV0316                          STATION RECOVERY (1967)
 DV0316
 DV0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DV0316'THE STATION MARK, STAMPED ENID 1936, IS ABOUT 4.15 MILES
 DV0316'EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DV0316'ELEMENTARY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG
 DV0316'A TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE
 DV0316'HIGHEST HILL IN THE VICINITY, IN S 18, T 4 S, R 1 E, 350
 DV0316'EAST OF THE MARICOPA-PINAL COUNTY LINE, AND SET IN THE
 DV0316'TOP OF A ROCK OUTCROP ABOUT LEVEL WITH THE GROUND.
 DV0316'
 DV0316'R.M. 1, STAMPED ENID NO 1 1936, IS 40 FEET SOUTHEAST OF THE
 DV0316'STATION MARK, AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING
 DV0316'3 INCHES ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET BELOW
 DV0316'THE LEVEL OF THE STATION MARK.
 DV0316'
 DV0316'R.M. 2, STAMPED ENID NO 2 1936, IS 34 FEET NORTH OF THE
 DV0316'STATION MARK, 350 FEET EAST OF THE MARICOPA-PINAL COUNTY LINE,
 DV0316'SET IN THE TOP OF A ROCK OUTCROP PROJECTING 3 FEET ABOVE
 DV0316'THE LEVEL OF THE GROUND AND THE EAST SIDE, AND ABOUT 3 FEET
 DV0316'BELOW THE LEVEL OF THE STATION MARK.
 DV0316
 DV0316                          STATION RECOVERY (1967)
 DV0316
 DV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0316'4.95 MI E FROM MOBILE.
 DV0316'ABOUT 4.15 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0316'NELSON ELEMENTERY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG A
 DV0316'TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE HIGHEST HILL IN
 DV0316'THE VICINITY IN S 18, T 4 S, R 1 E, 350 FEET EAST OF THE
 DV0316'MARICOPA-PINAL COUNTY LINE, SET IN THE TOP OF A ROCK OUTCROP ABOUT
 DV0316'LEVEL WITH THE GROUND, 40 FEET NORTHWEST OF ENID R.M. 1, 34 FEET SOUTH
 DV0316'OF ENID R.M. 2.
 DV0316
 DV0316                          STATION RECOVERY (1968)
 DV0316
 DV0316'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DV0316'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DV0316'DESCRIPTION ADEQUATE.
 DV0316
 DV0316                          STATION RECOVERY (1972)
 DV0316
 DV0316'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV0316'GENERAL LOCATION-PHOENIX TO CASA GRANDE.
 DV0316'
 DV0316'TO REACH-AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV0316'
 DV0316'STATION MARK-STD USC AND GS B.C.
 DV0316'
 DV0316'REFERENCE MARKS-GOOD
 DV0316
 DV0316                          STATION RECOVERY (1980)
 DV0316
 DV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0316'RECOVERED IN GOOD CONDITION.
 DV0316
 DV0316                          STATION RECOVERY (1980)
 DV0316
 DV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0316'RECOVERED IN GOOD CONDITION.
 DV0316
 DV0316                          STATION RECOVERY (2007)
 DV0316
 DV0316'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0316'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE REFERENCE MARKS
 DV0316'WERE LOCATED, AND A NAIL HAS BEEN DRIVEN INTO THE ROCK WHERE THE MARK
 DV0316'SHOULD BE. APPARENTLY REMOVED BY VANDALS, AND ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0314 ***********************************************************************
 DV0314  HT_MOD      -  This is a Height Modernization Survey Station.
 DV0314  DESIGNATION -  ENID RM 1
 DV0314  PID         -  DV0314
 DV0314  STATE/COUNTY-  AZ/PINAL
 DV0314  USGS QUAD   -  ENID (1978)
 DV0314
 DV0314                         *CURRENT SURVEY CONTROL
 DV0314  ___________________________________________________________________
 DV0314* NAD 83(2007)-  33 04 51.10746(N)    112 12 04.87332(W)     ADJUSTED  
 DV0314* NAVD 88     -       465.85   (meters)    1528.4    (feet)  GPS OBS   
 DV0314  ___________________________________________________________________
 DV0314  EPOCH DATE  -        2007.00
 DV0314  X           -  -2,021,546.313 (meters)                     COMP
 DV0314  Y           -  -4,953,313.491 (meters)                     COMP
 DV0314  Z           -   3,461,714.168 (meters)                     COMP
 DV0314  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DV0314  ELLIP HEIGHT-         435.410 (meters)          (02/10/07) ADJUSTED
 DV0314  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0314
 DV0314  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0314  Type    PID    Designation                      North   East  Ellip
 DV0314  -------------------------------------------------------------------
 DV0314  NETWORK DV0314 ENID RM 1                         0.37   0.33   0.82
 DV0314  -------------------------------------------------------------------
 DV0314
 DV0314.The horizontal coordinates were established by GPS observations
 DV0314.and adjusted by the National Geodetic Survey in February 2007.
 DV0314
 DV0314.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0314.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0314.The horizontal coordinates are valid at the epoch date displayed above.
 DV0314.The epoch date for horizontal control is a decimal equivalence
 DV0314.of Year/Month/Day.
 DV0314
 DV0314.The orthometric height was determined by GPS observations and a
 DV0314.high-resolution geoid model.
 DV0314.The orthometric height was determined by GPS observations and a
 DV0314.high-resolution geoid model using precise GPS observation and
 DV0314.processing techniques.
 DV0314
 DV0314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0314
 DV0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0314
 DV0314.The ellipsoidal height was determined by GPS observations
 DV0314.and is referenced to NAD 83.
 DV0314
 DV0314.The geoid height was determined by GEOID03.
 DV0314
 DV0314;                    North         East     Units Scale Factor Converg.
 DV0314;SPC AZ C     -   230,754.832   186,781.991   MT  0.99990871   -0 09 19.4
 DV0314;SPC AZ C     -   757,069.66    612,801.81   iFT  0.99990871   -0 09 19.4
 DV0314;UTM  12      - 3,660,893.178   387,873.680   MT  0.99975501   -0 39 20.9
 DV0314
 DV0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0314!SPC AZ C     -   0.99993165  x   0.99990871  =   0.99984036
 DV0314!UTM  12      -   0.99993165  x   0.99975501  =   0.99968667
 DV0314
 DV0314                          SUPERSEDED SURVEY CONTROL
 DV0314
 DV0314  NAD 83(1992)-  33 04 51.10652(N)    112 12 04.87265(W) AD(       ) A
 DV0314  ELLIP H (01/27/00)  435.450  (m)                       GP(       ) 1 1
 DV0314  NGVD 29 (??/??/92)  465.254  (m)         1526.42   (f) ADJ UNCH    1 2
 DV0314
 DV0314.Superseded values are not recommended for survey control.
 DV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0314.See file dsdata.txt to determine how the superseded data were derived.
 DV0314
 DV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8787460893(NAD 83)
 DV0314_MARKER: DR = REFERENCE MARK DISK
 DV0314_SETTING: 66 = SET IN ROCK OUTCROP
 DV0314_SP_SET: ROCK OUTCROP
 DV0314_STAMPING: ENID NO 1 1936
 DV0314_MARK LOGO: CGS   
 DV0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0314+STABILITY: POSITION/ELEVATION WELL
 DV0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0314+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0314
 DV0314  HISTORY     - Date     Condition        Report By
 DV0314  HISTORY     - 1936     MONUMENTED       CGS
 DV0314  HISTORY     - 1967     GOOD             NGS
 DV0314  HISTORY     - 1980     GOOD             NGS
 DV0314  HISTORY     - 1980     GOOD             NGS
 DV0314  HISTORY     - 19981027 POOR             AZ-013
 DV0314  HISTORY     - 20000427 GOOD             MCDOT
 DV0314  HISTORY     - 20050329 GOOD             EVANS
 DV0314  HISTORY     - 20070321 GOOD             GEOCAC
 DV0314
 DV0314                          STATION DESCRIPTION
 DV0314
 DV0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0314'4.95 MI E FROM MOBILE.
 DV0314'ABOUT 4.15 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0314'NELSON ELEMENTARY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG A
 DV0314'TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE HIGHEST HILL IN
 DV0314'THE VICINITY, IN S 18, T 4 S, R 1 E, 40 FEET SOUTHEAST OF ENID 1936,
 DV0314'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3 INCHES ABOVE THE
 DV0314'LEVEL OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF THE STATION
 DV0314'MARK.
 DV0314
 DV0314                          STATION RECOVERY (1980)
 DV0314
 DV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0314'RECOVERED IN GOOD CONDITION.
 DV0314
 DV0314                          STATION RECOVERY (1980)
 DV0314
 DV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0314'RECOVERED IN GOOD CONDITION.
 DV0314
 DV0314                          STATION RECOVERY (1998)
 DV0314
 DV0314'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV0314'RECOVERED AS DESCRIBED.
 DV0314
 DV0314                          STATION RECOVERY (2000)
 DV0314
 DV0314'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0314'RECOVERED AS DESCRIBED.
 DV0314
 DV0314                          STATION RECOVERY (2005)
 DV0314
 DV0314'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV0314'RECOVERED AS DESCRIBED
 DV0314
 DV0314                          STATION RECOVERY (2007)
 DV0314
 DV0314'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0314'THE MARK HAS BEEN BATTERED, BUT SHOULD STILL BE USABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0315 ***********************************************************************
 DV0315  DESIGNATION -  ENID RM 2
 DV0315  PID         -  DV0315
 DV0315  STATE/COUNTY-  AZ/PINAL
 DV0315  USGS QUAD   -  ENID (1978)
 DV0315
 DV0315                         *CURRENT SURVEY CONTROL
 DV0315  ___________________________________________________________________
 DV0315* NAD 83(1986)-  33 04 51.     (N)    112 12 05.     (W)     SCALED    
 DV0315* NAVD 88     -       465.81   (+/-2cm)    1528.2    (feet)  VERTCON   
 DV0315  ___________________________________________________________________
 DV0315  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0315  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0315
 DV0315.The horizontal coordinates were scaled from a topographic map and have
 DV0315.an estimated accuracy of +/- 6 seconds.
 DV0315
 DV0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0315.The vertical order pertains to the NGVD 29 superseded value.
 DV0315
 DV0315.The geoid height was determined by GEOID03.
 DV0315
 DV0315;                    North         East    Units  Estimated Accuracy
 DV0315;SPC AZ C     -   230,750.      186,780.      MT  (+/- 180 meters Scaled)
 DV0315
 DV0315                          SUPERSEDED SURVEY CONTROL
 DV0315
 DV0315  NGVD 29 (??/??/92)  465.218  (m)         1526.30   (f) ADJ UNCH    1 2
 DV0315
 DV0315.Superseded values are not recommended for survey control.
 DV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0315.See file dsdata.txt to determine how the superseded data were derived.
 DV0315
 DV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB878608(NAD 83)
 DV0315_MARKER: DR = REFERENCE MARK DISK
 DV0315_SETTING: 66 = SET IN ROCK OUTCROP
 DV0315_SP_SET: ROCK OUTCROP
 DV0315_STAMPING: ENID NO 2 1936
 DV0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0315+STABILITY: POSITION/ELEVATION WELL
 DV0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0315+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0315
 DV0315  HISTORY     - Date     Condition        Report By
 DV0315  HISTORY     - 1936     MONUMENTED       CGS
 DV0315  HISTORY     - 1967     GOOD             NGS
 DV0315  HISTORY     - 1980     GOOD             NGS
 DV0315  HISTORY     - 1980     GOOD             NGS
 DV0315  HISTORY     - 20070321 GOOD             GEOCAC
 DV0315
 DV0315                          STATION DESCRIPTION
 DV0315
 DV0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0315'4.95 MI E FROM MOBILE.
 DV0315'ABOUT 4.15 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0315'NELSON ELEMENTARY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTH ALONG A
 DV0315'TRAIL ROAD, THENCE 0.45 MILE NORTH TO THE CREST OF THE HIGHEST HILL IN
 DV0315'THE VICINITY, IN S 18, T 4 S, R 1 E, 350 FEET EAST OF THE
 DV0315'MARICOPA-PINAL COUNTY LINE, 34 FEET NORTH OF ENID 1936, SET IN THE TOP
 DV0315'OF A ROCK OUTCROP WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF THE GROUND
 DV0315'ON THE EAST SIDE, ABOUT 3 FEET BELOW THE LEVEL OF THE STATION MARK.
 DV0315
 DV0315                          STATION RECOVERY (1980)
 DV0315
 DV0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0315'RECOVERED IN GOOD CONDITION.
 DV0315
 DV0315                          STATION RECOVERY (1980)
 DV0315
 DV0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0315'RECOVERED IN GOOD CONDITION.
 DV0315
 DV0315                          STATION RECOVERY (2007)
 DV0315
 DV0315'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2240 ***********************************************************************
 DU2240  DESIGNATION -  ENIL
 DU2240  PID         -  DU2240
 DU2240  STATE/COUNTY-  AZ/MARICOPA
 DU2240  USGS QUAD   -  GUADALUPE (1982)
 DU2240
 DU2240                         *CURRENT SURVEY CONTROL
 DU2240  ___________________________________________________________________
 DU2240* NAD 83(2007)-  33 21 53.16322(N)    111 53 37.17035(W)     ADJUSTED  
 DU2240* NAVD 88     -       364.3    (meters)    1195.     (feet)  VERTCON   
 DU2240  ___________________________________________________________________
 DU2240  EPOCH DATE  -        2007.00
 DU2240  X           -  -1,988,451.755 (meters)                     COMP
 DU2240  Y           -  -4,948,011.528 (meters)                     COMP
 DU2240  Z           -   3,488,001.159 (meters)                     COMP
 DU2240  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DU2240  ELLIP HEIGHT-         334.601 (meters)          (02/10/07) ADJUSTED
 DU2240  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU2240
 DU2240  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2240  Type    PID    Designation                      North   East  Ellip
 DU2240  -------------------------------------------------------------------
 DU2240  NETWORK DU2240 ENIL                              3.70   3.37   7.90
 DU2240  -------------------------------------------------------------------
 DU2240
 DU2240.The horizontal coordinates were established by GPS observations
 DU2240.and adjusted by the National Geodetic Survey in February 2007.
 DU2240
 DU2240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2240.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2240.The horizontal coordinates are valid at the epoch date displayed above.
 DU2240.The epoch date for horizontal control is a decimal equivalence
 DU2240.of Year/Month/Day.
 DU2240
 DU2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2240
 DU2240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2240
 DU2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2240
 DU2240.The ellipsoidal height was determined by GPS observations
 DU2240.and is referenced to NAD 83.
 DU2240
 DU2240.The geoid height was determined by GEOID03.
 DU2240
 DU2240;                    North         East     Units Scale Factor Converg.
 DU2240;SPC AZ C     -   262,203.267   215,501.088   MT  0.99990006   +0 00 45.6
 DU2240;SPC AZ C     -   860,246.94    707,024.57   iFT  0.99990006   +0 00 45.6
 DU2240;UTM  12      - 3,692,082.892   416,862.020   MT  0.99968522   -0 29 29.4
 DU2240
 DU2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2240!SPC AZ C     -   0.99994747  x   0.99990006  =   0.99984754
 DU2240!UTM  12      -   0.99994747  x   0.99968522  =   0.99963271
 DU2240
 DU2240                          SUPERSEDED SURVEY CONTROL
 DU2240
 DU2240  ELLIP H (06/11/02)  334.627  (m)                       GP(       ) 4 2
 DU2240  NAD 83(1992)-  33 21 53.16177(N)    111 53 37.16954(W) AD(       ) 1
 DU2240  ELLIP H (08/23/93)  334.700  (m)                       GP(       ) 4 2
 DU2240  NAD 83(1986)-  33 21 53.15492(N)    111 53 37.17430(W) AD(       ) 1
 DU2240  NGVD 29 (09/11/89)  363.7    (m)         1193.     (f) GPS OBS     3  
 DU2240
 DU2240.Superseded values are not recommended for survey control.
 DU2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2240.See file dsdata.txt to determine how the superseded data were derived.
 DU2240
 DU2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1686292083(NAD 83)
 DU2240_MARKER: DD = SURVEY DISK
 DU2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2240+STABILITY: SURFACE MOTION
 DU2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2240+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2240
 DU2240  HISTORY     - Date     Condition        Report By
 DU2240  HISTORY     - 1986     MONUMENTED       AZDT
 DU2240  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU2240  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU2240
 DU2240                          STATION DESCRIPTION
 DU2240
 DU2240'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2240'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF GUADALUPE,
 DU2240'ARIZONA.
 DU2240'
 DU2240'TO REACH THE STATION FROM THE INTERSECTION OF GUADALUPE ROAD AND
 DU2240'PRICE ROAD, GO EAST ON GUADALUPE ROAD FOR 91 METERS (300 FT) AND
 DU2240'TURN LEFT ALONG THE EAST SIDE OF THE TEMPE CANAL FOR 122 METERS
 DU2240'(400 FT) TO THE STATION ON THE RIGHT.
 DU2240'
 DU2240'THE STATION IS A STANDARD AGS DISK
 DU2240'STAMPED---ENIL 1986---,
 DU2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2240'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2240'1.43 METERS (4.7 FT) EAST FROM A WITNESS POST AND SIGN,
 DU2240'0.79 METERS (2.6 FT) WEST FROM A SRP RIGHT-OF-WAY ANGLE IRON,
 DU2240'8.14 METERS (26.7 FT) EAST FROM THE CENTERLINE OF THE CANAL ROAD,
 DU2240'10.61 METERS (34.8 FT) EAST FROM THE EDGE OF THE CANAL.
 DU2240'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2240'STAMPED---ENIL 1986---,
 DU2240'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2240
 DU2240                          STATION RECOVERY (2006)
 DU2240
 DU2240'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2240'THE AREA HAS CHANGED A LOT SINCE THE COMPLETION OF ROUTE 101. THE
 DU2240'CANAL, WITNESS POST, AND OTHER MARKS WERE NOT FOUND. THE ADJUSTED
 DU2240'COORDINATES POINT TO A LANDSCAPED AREA OF THE ROUTE 101 CORRIDOR.
 DU2240
 DU2240                          STATION RECOVERY (2007)
 DU2240
 DU2240'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2240'APPARENTLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2031 ***********************************************************************
 DV2031  DESIGNATION -  ENNIS
 DV2031  PID         -  DV2031
 DV2031  STATE/COUNTY-  AZ/MARICOPA
 DV2031  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV2031
 DV2031                         *CURRENT SURVEY CONTROL
 DV2031  ___________________________________________________________________
 DV2031* NAD 83(1992)-  33 38 04.91773(N)    112 17 24.05876(W)     ADJUSTED  
 DV2031* NAVD 88     -       362.3    (meters)    1189.     (feet)  VERTCON   
 DV2031  ___________________________________________________________________
 DV2031  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 DV2031  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2031  HORZ ORDER  -  SECOND
 DV2031
 DV2031.The horizontal coordinates were established by classical geodetic methods
 DV2031.and adjusted by the National Geodetic Survey in August 1993.
 DV2031
 DV2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2031
 DV2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2031
 DV2031.The geoid height was determined by GEOID03.
 DV2031
 DV2031;                    North         East     Units Scale Factor Converg.
 DV2031;SPC AZ C     -   292,201.592   178,724.597   MT  0.99991478   -0 12 24.5
 DV2031;SPC AZ C     -   958,666.64    586,366.79   iFT  0.99991478   -0 12 24.5
 DV2031;UTM  12      - 3,722,399.471   380,358.327   MT  0.99977647   -0 42 52.6
 DV2031
 DV2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2031!SPC AZ C     -   0.99994784  x   0.99991478  =   0.99986263
 DV2031!UTM  12      -   0.99994784  x   0.99977647  =   0.99972432
 DV2031
 DV2031|---------------------------------------------------------------------|
 DV2031| PID    Reference Object                     Distance      Geod. Az  |
 DV2031|                                                           dddmmss.s |
 DV2031| CH5131 ENNIS RM 1                           18.002 METERS 00521     |
 DV2031| CH5130 ENNIS AZ MK                                        1344151.9 |
 DV2031| CH5132 ENNIS RM 2                           10.805 METERS 26849     |
 DV2031|---------------------------------------------------------------------|
 DV2031
 DV2031                          SUPERSEDED SURVEY CONTROL
 DV2031
 DV2031  NAD 83(1986)-  33 38 04.91188(N)    112 17 24.06512(W) AD(       ) 2
 DV2031  NAD 27      -  33 38 04.77400(N)    112 17 21.49700(W) AD(       ) 2
 DV2031  NGVD 29 (07/19/86)  361.7    (m)         1187.     (f) VERT ANG    3  
 DV2031
 DV2031.Superseded values are not recommended for survey control.
 DV2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2031.See file dsdata.txt to determine how the superseded data were derived.
 DV2031
 DV2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8035822399(NAD 83)
 DV2031_MARKER: DS = TRIANGULATION STATION DISK
 DV2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2031+STABILITY: SURFACE MOTION
 DV2031
 DV2031  HISTORY     - Date     Condition        Report By
 DV2031  HISTORY     - 1947     MONUMENTED       CGS
 DV2031  HISTORY     - 1970     MARK NOT FOUND   NGS
 DV2031  HISTORY     - 1986     MARK NOT FOUND   AZDT
 DV2031  HISTORY     - 20070814 MARK NOT FOUND   GEOCAC
 DV2031
 DV2031                          STATION DESCRIPTION
 DV2031
 DV2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2031'THE STATION IS LOCATED IN A RANCH YARD, FRONTING A TENANT
 DV2031'RESIDENCE ALONG THE NEW RIVER ROAD ABOUT 2 MILES NORTH FROM
 DV2031'ITS JUNCTION WITH U.S. HIGHWAY 60 AND 70, ABOUT 2.5 MILES NORTHEAST
 DV2031'FROM ENNIS RAILROAD SIDING.  ABOUT 2 MILES NORTH FROM MARINETTE.
 DV2031'78 FEET SOUTHWEST OF INTERSECTION OF DRIVEWAY AND PLEASANT
 DV2031'LAKE ROAD.  6 FEET NORTH OF AN EAST-WEST FENCE LINE.  5 FEET
 DV2031'NORTH OF A 4 X 4 WHITE WITNESS POST.  SET FLUSH AND IS
 DV2031'STAMPED--ENNIS 1947.
 DV2031'
 DV2031'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DV2031'STATION, 6 FEET SOUTH OF AN EAST-WEST FENCE LINE, FLUSH AND
 DV2031'IS STAMPED--ENNIS NO 1 1947.
 DV2031'
 DV2031'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2031'THE STATION, 4 FEET NORTH-NORTHEAST OF A FENCE CORNER, PROJECTS
 DV2031'3 INCHES AND IS STAMPED--ENNIS NO 2 1947.
 DV2031'
 DV2031'THE AZIMUTH MARK IS 14 FEET WEST OF THE WEST SIDE OF PUMP
 DV2031'HOUSE, ABOUT 20 FEET NORTH OF CENTER LINE OF ROAD, SET IN
 DV2031'A 12 X 5 X 2 FOOT CONCRETE BLOCK AND IS STAMPED ENNIS 1947.
 DV2031'
 DV2031'TO REACH FROM THE POST OFFICE AT MARRINETTE.  GO NORTHWEST ON
 DV2031'U.S. HIGHWAY FOR 0.4 MILE TO A ROAD RIGHT AND SIGN LAKE PLEASANT
 DV2031'20.  TURN RIGHT (N) ON LAKE PLEASANT ROAD, (PREVIOUSLY MENTIONED
 DV2031'AS NEW RIVER ROAD) FOR 2.3 MILES TO A FRAME HOUSE ON LEFT AND
 DV2031'STATION SITE AS DESCRIBED ABOVE.
 DV2031'
 DV2031'TO REACH THE AZIMUTH FROM STATION.  GO SOUTH ON MAIN ROAD FOR
 DV2031'0.35 MILE TO A ROAD LEFT.  TURN LEFT (E) AND GO 0.3 MILE TO
 DV2031'AZIMUTH MARK AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV2031
 DV2031                          STATION RECOVERY (1970)
 DV2031
 DV2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV2031'A THOROUGH SEARCH WAS MADE WITHOUT SUCCESS.  ALL MARKS APPEAR
 DV2031'TO HAVE BEEN DESTROYED.
 DV2031'
 DV2031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX
 DV2031
 DV2031                          STATION RECOVERY (1986)
 DV2031
 DV2031'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2031'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  IT WAS PROBABLY
 DV2031'DESTROYED DURING THE DEVELOPMENT OF SUN CITY.
 DV2031
 DV2031                          STATION RECOVERY (2007)
 DV2031
 DV2031'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2031'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2031'MARK. THE DESCRIBED LOCATION IS NOW A RESIDENTIAL NEIGHBORHOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5886 ***********************************************************************
 DJ5886  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5886  DESIGNATION -  ENRANCHO
 DJ5886  PID         -  DJ5886
 DJ5886  STATE/COUNTY-  AZ/MARICOPA
 DJ5886  USGS QUAD   -  TOLLESON (1982)
 DJ5886
 DJ5886                         *CURRENT SURVEY CONTROL
 DJ5886  ___________________________________________________________________
 DJ5886* NAD 83(2007)-  33 28 15.12332(N)    112 19 57.34698(W)     ADJUSTED  
 DJ5886* NAVD 88     -       301.43   (meters)     988.9    (feet)  GPS OBS   
 DJ5886  ___________________________________________________________________
 DJ5886  EPOCH DATE  -        2007.00
 DJ5886  X           -  -2,023,816.382 (meters)                     COMP
 DJ5886  Y           -  -4,926,588.900 (meters)                     COMP
 DJ5886  Z           -   3,497,788.891 (meters)                     COMP
 DJ5886  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DJ5886  ELLIP HEIGHT-         271.038 (meters)          (03/21/07) ADJUSTED
 DJ5886  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DJ5886  HORZ ORDER  -  FIRST
 DJ5886  ELLP ORDER  -  FOURTH    CLASS I
 DJ5886
 DJ5886.The horizontal coordinates were established by GPS observations
 DJ5886.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5886
 DJ5886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5886.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5886.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5886.The epoch date for horizontal control is a decimal equivalence
 DJ5886.of Year/Month/Day.
 DJ5886
 DJ5886.The orthometric height was determined by GPS observations and a
 DJ5886.high-resolution geoid model.
 DJ5886.The orthometric height was determined by GPS observations and a
 DJ5886.high-resolution geoid model using precise GPS observation and
 DJ5886.processing techniques.
 DJ5886
 DJ5886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5886
 DJ5886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5886
 DJ5886.The ellipsoidal height was determined by GPS observations
 DJ5886.and is referenced to NAD 83.
 DJ5886
 DJ5886.The geoid height was determined by GEOID03.
 DJ5886
 DJ5886;                    North         East     Units Scale Factor Converg.
 DJ5886;SPC AZ C     -   274,046.999   174,701.544   MT  0.99991842   -0 13 45.8
 DJ5886;SPC AZ C     -   899,104.33    573,167.80   iFT  0.99991842   -0 13 45.8
 DJ5886;UTM  12      - 3,704,283.593   376,175.431   MT  0.99978903   -0 44 06.1
 DJ5886
 DJ5886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5886!SPC AZ C     -   0.99995745  x   0.99991842  =   0.99987587
 DJ5886!UTM  12      -   0.99995745  x   0.99978903  =   0.99974649
 DJ5886
 DJ5886                          SUPERSEDED SURVEY CONTROL
 DJ5886
 DJ5886.No superseded survey control is available for this station.
 DJ5886
 DJ5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7617504284(NAD 83)
 DJ5886_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5886_STAMPING: ENRANCHO 2006
 DJ5886_MARK LOGO: NGS   
 DJ5886_PROJECTION: FLUSH
 DJ5886_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5886+STABILITY: SURFACE MOTION
 DJ5886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5886+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5886
 DJ5886  HISTORY     - Date     Condition        Report By
 DJ5886  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5886  HISTORY     - 20080830 MARK NOT FOUND   GEOCAC
 DJ5886
 DJ5886                          STATION DESCRIPTION
 DJ5886
 DJ5886'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5886'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5886'ON DYSART ROAD 0.7KM TO MCDOWELL ROAD.  TRAVEL EAST ON MCDOWELL ROAD,
 DJ5886'0.53KM TO RANCHO SANTA FE BOULEVARD. TRAVEL NORTH ON RANCHO SANTA FE
 DJ5886'BOULEVARD, 0.8KM TO ENCANTO BOULEVARD.  STATION IS A NGS HORIZONTAL
 DJ5886'CONTROL DISK, STAMPED ENRANCHO 2006, IN A CONCRETE POST, LEVEL WITH
 DJ5886'GROUND.  STATION IS 32M NORTHWEST OF THE INTERSECTION OF RANCHO SANTA
 DJ5886'FE AND ENCANTO BOULEVARDS, 12M NORTHEAST OF THE CENTERLINE OF ENCANTO
 DJ5886'BOULEVARD AT THE TOP OF IRRIGATION SWALE AND 1.5M SOUTHWEST OF
 DJ5886'CARSONITE WITNESS MARKER.
 DJ5886
 DJ5886                          STATION RECOVERY (2008)
 DJ5886
 DJ5886'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5886'FOUND THE REMAINS OF WITNESS POST (1/2-IN CARSONITE STUB STICKING
 DJ5886'ABOVE GRADE).  AN ELECTRICAL BOX WITH GREEN COVER FLUSH WITH THE
 DJ5886'GROUND IS AT THE SPOT INDICATED BY THE DESCRIPTION.  THIS BOX APPEARS
 DJ5886'TO BE LESS THAN A YEAR OLD, SO I SUSPECT THE MARK MAY HAVE BEEN
 DJ5886'DESTROYED WHEN POWER LINES WERE RUN HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0878 ***********************************************************************
 ET0878  DESIGNATION -  ENTRO
 ET0878  PID         -  ET0878
 ET0878  STATE/COUNTY-  AZ/YAVAPAI
 ET0878  USGS QUAD   -  PRESCOTT (1973)
 ET0878
 ET0878                         *CURRENT SURVEY CONTROL
 ET0878  ___________________________________________________________________
 ET0878* NAD 83(1992)-  34 37 28.99690(N)    112 24 05.60270(W)     ADJUSTED  
 ET0878* NAVD 88     -      1575.7    (meters)    5170.     (feet)  VERTCON   
 ET0878  ___________________________________________________________________
 ET0878  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 ET0878  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0878  HORZ ORDER  -  SECOND
 ET0878
 ET0878.The horizontal coordinates were established by classical geodetic methods
 ET0878.and adjusted by the National Geodetic Survey in August 1993.
 ET0878
 ET0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0878
 ET0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0878
 ET0878.The geoid height was determined by GEOID03.
 ET0878
 ET0878;                    North         East     Units Scale Factor Converg.
 ET0878;SPC AZ C     -   402,052.940   168,898.427   MT  0.99992436   -0 16 31.9
 ET0878;SPC AZ C     - 1,319,071.33    554,128.70   iFT  0.99992436   -0 16 31.9
 ET0878;UTM  12      - 3,832,320.365   371,519.928   MT  0.99980346   -0 47 47.3
 ET0878
 ET0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0878!SPC AZ C     -   0.99975684  x   0.99992436  =   0.99968122
 ET0878!UTM  12      -   0.99975684  x   0.99980346  =   0.99956035
 ET0878
 ET0878|---------------------------------------------------------------------|
 ET0878| PID    Reference Object                     Distance      Geod. Az  |
 ET0878|                                                           dddmmss.s |
 ET0878| CH2248 ENTRO RM 1                           10.032 METERS 17013     |
 ET0878| CH2249 ENTRO RM 2                            9.930 METERS 27116     |
 ET0878| ET0889 PRESCOTT AIRPORT AIRWAY BCN         APPROX. 3.8 KM 3175615.8 |
 ET0878|---------------------------------------------------------------------|
 ET0878
 ET0878                          SUPERSEDED SURVEY CONTROL
 ET0878
 ET0878  NAD 83(1986)-  34 37 28.99444(N)    112 24 05.60063(W) AD(       ) 2
 ET0878  NAD 27      -  34 37 28.90533(N)    112 24 02.99866(W) AD(       ) 2
 ET0878  NGVD 29 (07/19/86) 1574.8    (m)         5167.     (f) VERT ANG    3  
 ET0878
 ET0878.Superseded values are not recommended for survey control.
 ET0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0878.See file dsdata.txt to determine how the superseded data were derived.
 ET0878
 ET0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7152032320(NAD 83)
 ET0878_MARKER: DD = SURVEY DISK
 ET0878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0878+WITH SETTING: INFORMATION.
 ET0878_SP_SET: PREFABRICATED CONCRETE POST
 ET0878
 ET0878  HISTORY     - Date     Condition        Report By
 ET0878  HISTORY     - 1969     MONUMENTED       USGS
 ET0878
 ET0878                          STATION DESCRIPTION
 ET0878
 ET0878'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WAO)
 ET0878'LOCATED ABOUT 6.4 MI. (AIRLINE) NE. OF PRESCOTT.  2.2 MI. SSE. OF
 ET0878'PRESCOTT AIRPORT.  1.1 MI. N. OF ENTRO.  ON THE N. SIDE OF U.S.
 ET0878'HIGHWAY 89 A.  ON TOP OF A BARE RIDGE.
 ET0878'
 ET0878'TO REACH FROM THE COURTHOUSE IN PRESCOTT, GO N. ON U.S. 89 FOR 6.0
 ET0878'MI. TO JUNCTION WITH U.S. 89 A.  TURN RIGHT ON U.S. 89 A FOR 0.6
 ET0878'MI. TO WIRE GATE ON LEFT (ABOUT 100 YDS. BEYOND RR. OVERPASS).
 ET0878'PASS THROUGH WIRE GATE AND GO RIGHT ON DIM TRACK RD. FOR 1.1 MI. TO
 ET0878'HIGH POINT OF RIDGE AND STATION MARK.
 ET0878'
 ET0878'STATION MARK--A STANDARD TABLET STAMPED ENTRO ET 1969 ON COPPERWELD
 ET0878'ROD DRIVEN TO REFUSAL WITH CONCRETE COLLAR.
 ET0878'
 ET0878'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1969 ON
 ET0878'COPPERWELD ROD DRIVEN TO REFUSAL WITH CONCRETE COLLAR 0.4 FT. BELOW
 ET0878'STATION MARK.
 ET0878'
 ET0878'AZIMUTH MARK IS AIRPORT BEACON AT THE PRESCOTT AIRPORT ABOUT 3.75
 ET0878'MI. (AIRLINE) FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0521 ***********************************************************************
 GP0521  DESIGNATION -  ENVELOPE
 GP0521  PID         -  GP0521
 GP0521  STATE/COUNTY-  AZ/COCONINO
 GP0521  USGS QUAD   -  LECHE-E ROCK (1985)
 GP0521
 GP0521                         *CURRENT SURVEY CONTROL
 GP0521  ___________________________________________________________________
 GP0521* NAD 83(1992)-  36 45 26.01995(N)    111 16 31.64971(W)     ADJUSTED  
 GP0521* NAVD 88     -      1740.3    (meters)    5710.     (feet)  VERTCON   
 GP0521  ___________________________________________________________________
 GP0521  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GP0521  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GP0521  HORZ ORDER  -  THIRD
 GP0521
 GP0521.The horizontal coordinates were established by classical geodetic methods
 GP0521.and adjusted by the National Geodetic Survey in August 1993.
 GP0521
 GP0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0521
 GP0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0521
 GP0521.The geoid height was determined by GEOID03.
 GP0521
 GP0521;                    North         East     Units Scale Factor Converg.
 GP0521;SPC AZ C     -   638,722.764   270,610.592   MT  0.99994037   +0 23 01.4
 GP0521;SPC AZ C     - 2,095,547.13    887,830.03   iFT  0.99994037   +0 23 01.4
 GP0521;UTM  12      - 4,067,976.777   475,413.080   MT  0.99960745   -0 09 53.4
 GP0521
 GP0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0521!SPC AZ C     -   0.99973055  x   0.99994037  =   0.99967094
 GP0521!UTM  12      -   0.99973055  x   0.99960745  =   0.99933811
 GP0521
 GP0521:                Primary Azimuth Mark                     Grid Az
 GP0521:SPC AZ C     -  KEAM 2                                   279 16 19.1
 GP0521:UTM  12      -  KEAM 2                                   279 49 13.9
 GP0521
 GP0521|---------------------------------------------------------------------|
 GP0521| PID    Reference Object                     Distance      Geod. Az  |
 GP0521|                                                           dddmmss.s |
 GP0521| GP0568 KEAM 2                              APPROX.14.2 KM 2793920.5 |
 GP0521|---------------------------------------------------------------------|
 GP0521
 GP0521                          SUPERSEDED SURVEY CONTROL
 GP0521
 GP0521  NAD 83(1986)-  36 45 26.01511(N)    111 16 31.65133(W) AD(       ) 3
 GP0521  NGVD 29 (05/08/89) 1739.3    (m)         5706.     (f) VERT ANG    3  
 GP0521
 GP0521.Superseded values are not recommended for survey control.
 GP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0521.See file dsdata.txt to determine how the superseded data were derived.
 GP0521
 GP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7541367977(NAD 83)
 GP0521_MARKER: DD = SURVEY DISK
 GP0521_SETTING: 80 = SET IN A BOULDER
 GP0521_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0521+STABILITY: SURFACE MOTION
 GP0521
 GP0521  HISTORY     - Date     Condition        Report By
 GP0521  HISTORY     - 1954     MONUMENTED       USGS
 GP0521
 GP0521                          STATION DESCRIPTION
 GP0521
 GP0521'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0521'LOCATED ABOUT 30 MI SW. OF NAVAJO MTN., UTAH, 19 MI E. OF NAVAJO
 GP0521'BRIDGE.  ON NORTHWEST PROJECTION OF SPARSELY-TIMBERED MESA ON
 GP0521'DIVIDE BETWEEN TOBITO WASH AND KAIBITO CREEK, 15 FT. N. OF WHITE
 GP0521'SCARP AND ABOUT 15 FT. E. OF SCARP TO W.  THERE IS SMALL
 GP0521'RESERVOIR ABOUT 1000 FT SE. OF STATION AND LARGE RESERVOIR BEHIND
 GP0521'EARTH DAM ON TOBITO WASH 3 MI W. OF STATION.
 GP0521'
 GP0521'REACHED BY HELICOPTER.  THERE IS TRACK RD. TO HOGAN AND RESERVOIR
 GP0521'ABOUT 1000 FT SE. OF STATION
 GP0521'
 GP0521'STATION MARK--STANDARD TABLET STAMPED---ENVELOPE 1954---, CEMENTED
 GP0521'IN DRILL HOLE IN EMBEDDED BOULDER.
 GP0521'
 GP0521'RMS--NONE SET.
 GP0521'
 GP0521'NOTE--FORM 9-1165, NOT FOUND, 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2197 ***********************************************************************
 DV2197  DESIGNATION -  ERDL
 DV2197  PID         -  DV2197
 DV2197  STATE/COUNTY-  AZ/MARICOPA
 DV2197  USGS QUAD   -  WAGNER WASH WELL (1988)
 DV2197
 DV2197                         *CURRENT SURVEY CONTROL
 DV2197  ___________________________________________________________________
 DV2197* NAD 83(1992)-  33 32 51.56594(N)    112 40 39.08956(W)     ADJUSTED  
 DV2197* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 DV2197  ___________________________________________________________________
 DV2197  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 DV2197  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2197  HORZ ORDER  -  FIRST
 DV2197
 DV2197.The horizontal coordinates were established by classical geodetic methods
 DV2197.and adjusted by the National Geodetic Survey in August 1993.
 DV2197
 DV2197.The orthometric height was scaled from a topographic map.
 DV2197
 DV2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2197
 DV2197.The geoid height was determined by GEOID03.
 DV2197
 DV2197;                    North         East     Units Scale Factor Converg.
 DV2197;SPC AZ C     -   282,745.037   142,704.137   MT  0.99996153   -0 25 13.8
 DV2197;SPC AZ C     -   927,641.20    468,189.43   iFT  0.99996153   -0 25 13.8
 DV2197;UTM  12      - 3,713,263.116   344,259.180   MT  0.99989903   -0 55 38.1
 DV2197
 DV2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2197!SPC AZ C     -   0.99993873  x   0.99996153  =   0.99990027
 DV2197!UTM  12      -   0.99993873  x   0.99989903  =   0.99983777
 DV2197
 DV2197:                Primary Azimuth Mark                     Grid Az
 DV2197:SPC AZ C     -  POLE 842                                 033 03 55.8
 DV2197:UTM  12      -  POLE 842                                 033 34 20.1
 DV2197
 DV2197|---------------------------------------------------------------------|
 DV2197| PID    Reference Object                     Distance      Geod. Az  |
 DV2197|                                                           dddmmss.s |
 DV2197| DV2198 POLE 842                            APPROX. 1.0 KM 0323842.0 |
 DV2197| CH5133 ERDL RM 1                            11.885 METERS 04416     |
 DV2197| CH5134 ERDL RM 2                            11.075 METERS 14546     |
 DV2197|---------------------------------------------------------------------|
 DV2197
 DV2197                          SUPERSEDED SURVEY CONTROL
 DV2197
 DV2197  NAD 83(1986)-  33 32 51.56027(N)    112 40 39.09486(W) AD(       ) 1
 DV2197  NAD 27      -  33 32 51.42200(N)    112 40 36.47500(W) AD(       ) 1
 DV2197
 DV2197.Superseded values are not recommended for survey control.
 DV2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2197.See file dsdata.txt to determine how the superseded data were derived.
 DV2197
 DV2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4425913263(NAD 83)
 DV2197_MARKER: DS = TRIANGULATION STATION DISK
 DV2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2197+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2007
 DV2197
 DV2197  HISTORY     - Date     Condition        Report By
 DV2197  HISTORY     - 1956     MONUMENTED       CGS
 DV2197  HISTORY     - 20000622 GOOD             AZDT
 DV2197  HISTORY     - 20071004 GOOD             GEOCAC
 DV2197
 DV2197                          STATION DESCRIPTION
 DV2197
 DV2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV2197'THE STATION IS LOCATED ABOUT 20 MILES WEST-NORTHWEST OF
 DV2197'LITCHFIELD, 16 MILES EAST-NORTHEAST OF TONOPAH AND ABOUT 14
 DV2197'MILES NORTH OF BUCKEYE.  IT IS ABOUT 1/2 MILE EAST OF A POWER
 DV2197'TRANSMISSION LINE AND 127 FEET EAST OF A DIRT ROAD.  IT IS
 DV2197'STAMPED ERDL 1956 AND SET FLUSH.
 DV2197'
 DV2197'REFERENCE MARK NO. 1 IS 165 FEET EAST OF THE CENTER OF A DIRT
 DV2197'ROAD ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 DV2197'ERDL NO 1 1956 AND PROJECTS 2 INCHES.
 DV2197'
 DV2197'REFERENCE MARK NO. 2 IS 135 FEET EAST OF THE CENTER OF A DIRT
 DV2197'ROAD.  IT IS STAMPED ERDL NO 2 1956 AND PROJECTS 2 INCHES.
 DV2197'
 DV2197'TRIANGULATION STATION POLE 842 1947 WILL SERVE AS A AZIMUTH MARK.
 DV2197'
 DV2197'TO REACH FROM THE CITY AND COUNTY BUILDING IN BUCKEYE, GO WEST
 DV2197'FOR 0.4 MILE TO A CROSS STREET AT THE WEST EDGE OF BUCKEYE,
 DV2197'TURN RIGHT AND GO 0.6 MILES TO A RAILROAD TRACK CONTINUE
 DV2197'AHEAD FOR 1.5 MILES TO A T-ROAD AND THE END OF THE BLACK TOP,
 DV2197'CONTINUE AHEAD FOR 3.1 MILES TO A CROSSROAD AND TRANSFORMER
 DV2197'STATION, TURN LEFT AND GO 0.4 MILES TO A TRACK ROAD RIGHT, TURN
 DV2197'RIGHT AND GO 0.3 MILE TO A POWERLINE AND CROSSROAD, TURN LEFT
 DV2197'ALONG POWERLINE AND GO 0.9 MILE TO A FORK, TAKE RIGHT FORK
 DV2197'AND FOLLOW POWERLINE FOR 7.8 MILES TO A FORK, TAKE RIGHT FORK
 DV2197'LEAVING POWERLINE AND GO 1.2 MILES TO THE STATION ON THE
 DV2197'RIGHT AS DESCRIBED.
 DV2197'
 DV2197'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD
 DV2197'FOR 0.55 MILE TO ANOTHER POWERLINE, TURN RIGHT AND GO SOUTH FOR
 DV2197'0.55 MILE TO TRIANGULATION POLE 842 1947 ON THE RIGHT.
 DV2197
 DV2197                          STATION RECOVERY (2000)
 DV2197
 DV2197'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2197'RECOVERED IN GOOD CONDITION BY LOCAL SURVEYOR, R.J..FISH RLS12317.
 DV2197'BRUSH WILL BE NEED TO BE CLEARED FOR A CLASSICAL OR GROUND BASED
 DV2197'SURVEY.
 DV2197
 DV2197                          STATION RECOVERY (2007)
 DV2197
 DV2197'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1921 ***********************************************************************
 AI1921  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1921  DESIGNATION -  ERM
 AI1921  PID         -  AI1921
 AI1921  STATE/COUNTY-  AZ/MARICOPA
 AI1921  USGS QUAD   -  FORT MC DOWELL (1978)
 AI1921
 AI1921                         *CURRENT SURVEY CONTROL
 AI1921  ___________________________________________________________________
 AI1921* NAD 83(2007)-  33 44 58.46932(N)    111 40 25.23812(W)     ADJUSTED  
 AI1921* NAVD 88     -       486.13   (meters)    1594.9    (feet)  GPS OBS   
 AI1921  ___________________________________________________________________
 AI1921  EPOCH DATE  -        2007.00
 AI1921  X           -  -1,960,763.774 (meters)                     COMP
 AI1921  Y           -  -4,933,778.485 (meters)                     COMP
 AI1921  Z           -   3,523,638.344 (meters)                     COMP
 AI1921  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AI1921  ELLIP HEIGHT-         457.174 (meters)          (02/10/07) ADJUSTED
 AI1921  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AI1921
 AI1921  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1921  Type    PID    Designation                      North   East  Ellip
 AI1921  -------------------------------------------------------------------
 AI1921  NETWORK AI1921 ERM                               0.43   0.41   0.92
 AI1921  -------------------------------------------------------------------
 AI1921
 AI1921.The horizontal coordinates were established by GPS observations
 AI1921.and adjusted by the National Geodetic Survey in February 2007.
 AI1921
 AI1921.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1921.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1921.The horizontal coordinates are valid at the epoch date displayed above.
 AI1921.The epoch date for horizontal control is a decimal equivalence
 AI1921.of Year/Month/Day.
 AI1921
 AI1921.The orthometric height was determined by GPS observations and a
 AI1921.high-resolution geoid model.
 AI1921.The orthometric height was determined by GPS observations and a
 AI1921.high-resolution geoid model using precise GPS observation and
 AI1921.processing techniques.
 AI1921
 AI1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1921
 AI1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1921
 AI1921.The ellipsoidal height was determined by GPS observations
 AI1921.and is referenced to NAD 83.
 AI1921
 AI1921.The geoid height was determined by GEOID03.
 AI1921
 AI1921;                    North         East     Units Scale Factor Converg.
 AI1921;SPC AZ C     -   304,905.955   235,871.960   MT  0.99990625   +0 08 06.0
 AI1921;SPC AZ C     - 1,000,347.62    773,858.14   iFT  0.99990625   +0 08 06.0
 AI1921;UTM  12      - 3,734,593.691   437,604.843   MT  0.99964799   -0 22 27.4
 AI1921
 AI1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1921!SPC AZ C     -   0.99992823  x   0.99990625  =   0.99983449
 AI1921!UTM  12      -   0.99992823  x   0.99964799  =   0.99957625
 AI1921
 AI1921                          SUPERSEDED SURVEY CONTROL
 AI1921
 AI1921  NAD 83(1992)-  33 44 58.46854(N)    111 40 25.23698(W) AD(       ) A
 AI1921  ELLIP H (09/30/99)  457.200  (m)                       GP(       ) 3 1
 AI1921
 AI1921.Superseded values are not recommended for survey control.
 AI1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1921.See file dsdata.txt to determine how the superseded data were derived.
 AI1921
 AI1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3760534594(NAD 83)
 AI1921_MARKER: DD = SURVEY DISK
 AI1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1921_STAMPING: R.D.K.G. C.S. P.C. E.R.M. 1994
 AI1921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1921+STABILITY: SURFACE MOTION
 AI1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1921+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 AI1921
 AI1921  HISTORY     - Date     Condition        Report By
 AI1921  HISTORY     - 1994     MONUMENTED
 AI1921  HISTORY     - 19990106 GOOD             AZ-013
 AI1921  HISTORY     - 20000419 GOOD             MCDOT
 AI1921  HISTORY     - 20080528 GOOD             GEOCAC
 AI1921
 AI1921                          STATION DESCRIPTION
 AI1921
 AI1921'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999 (BD)
 AI1921'THE STATION IS LOCATED ABOUT 33 MI (53.1 KM) NORTHEAST OF DOWNTOWN
 AI1921'PHOENIX AND 3 MI (4.8 KM) NORTH OF THE FORT MCDOWELL INDIAN
 AI1921'RESERVATION.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 AI1921'INTERSECTION OF SHEA BLVD AND FOUNTAIN HILLS BLVD, GO NORTHERLY FOR
 AI1921'11.4 MI (18.3 KM) ON FOUNTAIN HILLS BLVD TO FOREST ROAD.  TURN LEFT
 AI1921'AND GO NORTH FOR 2.0 MI (3.2 KM) ON FOREST ROAD TO FR20 AT THE
 AI1921'ENTRANCE TO TONTO NATIONAL FOREST.  CONTINUE NORTH FOR 0.55 MI (0.89
 AI1921'KM) ON FR 20 TO THE STATION ON RIGHT.  THE STATION IS A SURVEY DISK
 AI1921'SET IN A CONCRETE POST WITH STEEL FORM PROJECTING 0.3 M (1.0 FT) ABOVE
 AI1921'GROUND AND SURROUNDED BY ROCK CAIRN.  LOCATED ABOUT 0.1 MI (0.2 KM)
 AI1921'NORTH OF A SIGN (NO WOOD CUTTING), ABOUT 6 FT (1.8 M) EAST FROM THE
 AI1921'EAST EDGE OF ROAD AND 4 FEET (1.2 M) HIGHER THAN THE ROAD.
 AI1921
 AI1921                          STATION RECOVERY (2000)
 AI1921
 AI1921'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 AI1921'RECOVERED AS DESCRIBED.
 AI1921
 AI1921                          STATION RECOVERY (2008)
 AI1921
 AI1921'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AI1921'RECOVERED STATION ERM IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2241 ***********************************************************************
 DU2241  DESIGNATION -  ESAB
 DU2241  PID         -  DU2241
 DU2241  STATE/COUNTY-  AZ/MARICOPA
 DU2241  USGS QUAD   -  TEMPE (1982)
 DU2241
 DU2241                         *CURRENT SURVEY CONTROL
 DU2241  ___________________________________________________________________
 DU2241* NAD 83(2007)-  33 22 41.67634(N)    111 53 34.69038(W)     ADJUSTED  
 DU2241* NAVD 88     -       365.2    (meters)    1198.     (feet)  VERTCON   
 DU2241  ___________________________________________________________________
 DU2241  EPOCH DATE  -        2007.00
 DU2241  X           -  -1,988,085.994 (meters)                     COMP
 DU2241  Y           -  -4,947,273.296 (meters)                     COMP
 DU2241  Z           -   3,489,249.950 (meters)                     COMP
 DU2241  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DU2241  ELLIP HEIGHT-         335.569 (meters)          (02/10/07) ADJUSTED
 DU2241  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU2241
 DU2241  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2241  Type    PID    Designation                      North   East  Ellip
 DU2241  -------------------------------------------------------------------
 DU2241  NETWORK DU2241 ESAB                              3.29   2.78   7.10
 DU2241  -------------------------------------------------------------------
 DU2241
 DU2241.The horizontal coordinates were established by GPS observations
 DU2241.and adjusted by the National Geodetic Survey in February 2007.
 DU2241
 DU2241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2241.The horizontal coordinates are valid at the epoch date displayed above.
 DU2241.The epoch date for horizontal control is a decimal equivalence
 DU2241.of Year/Month/Day.
 DU2241
 DU2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2241
 DU2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2241
 DU2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2241
 DU2241.The ellipsoidal height was determined by GPS observations
 DU2241.and is referenced to NAD 83.
 DU2241
 DU2241.The geoid height was determined by GEOID03.
 DU2241
 DU2241;                    North         East     Units Scale Factor Converg.
 DU2241;SPC AZ C     -   263,697.755   215,564.854   MT  0.99990006   +0 00 46.9
 DU2241;SPC AZ C     -   865,150.11    707,233.77   iFT  0.99990006   +0 00 46.9
 DU2241;UTM  12      - 3,693,576.440   416,938.919   MT  0.99968506   -0 29 28.7
 DU2241
 DU2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2241!SPC AZ C     -   0.99994732  x   0.99990006  =   0.99984739
 DU2241!UTM  12      -   0.99994732  x   0.99968506  =   0.99963240
 DU2241
 DU2241                          SUPERSEDED SURVEY CONTROL
 DU2241
 DU2241  ELLIP H (06/11/02)  335.596  (m)                       GP(       ) 4 2
 DU2241  NAD 83(1992)-  33 22 41.67490(N)    111 53 34.68958(W) AD(       ) 1
 DU2241  ELLIP H (08/23/93)  335.669  (m)                       GP(       ) 4 2
 DU2241  NAD 83(1986)-  33 22 41.66808(N)    111 53 34.69435(W) AD(       ) 1
 DU2241  NGVD 29 (09/11/89)  364.6    (m)         1196.     (f) GPS OBS     3  
 DU2241
 DU2241.Superseded values are not recommended for survey control.
 DU2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2241.See file dsdata.txt to determine how the superseded data were derived.
 DU2241
 DU2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1693993576(NAD 83)
 DU2241_MARKER: DD = SURVEY DISK
 DU2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2241+STABILITY: SURFACE MOTION
 DU2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2241+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2241
 DU2241  HISTORY     - Date     Condition        Report By
 DU2241  HISTORY     - 1986     MONUMENTED       AZDT
 DU2241  HISTORY     - 20060407 MARK NOT FOUND   GEOCAC
 DU2241  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU2241
 DU2241                          STATION DESCRIPTION
 DU2241
 DU2241'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2241'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF GUADALUPE,
 DU2241'ARIZONA.
 DU2241'
 DU2241'TO REACH THE STATION FROM THE INTERSECTION OF BASELINE ROAD AND
 DU2241'PRICE ROAD, GO EAST ON BASELINE ROAD FOR 45.7 METERS (150 FT) AND
 DU2241'TURN RIGHT ALONG THE EAST SIDE OF THE CANAL FOR 10.7 METERS (35 FT)
 DU2241'TO THE STATION ON THE RIGHT.
 DU2241'
 DU2241'THE STATION IS A STANDARD AGS DISK
 DU2241'STAMPED---ESAB 1986---,
 DU2241'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2241'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2241'1.16 METERS (3.8 FT) NORTH FROM A WITNESS POST AND SIGN,
 DU2241'17.74 METERS (58.2 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND
 DU2241'LANE OF BASELINE ROAD,
 DU2241'8.75 METERS (28.7 FT) SOUTHEAST FROM THE CORNER OF A BRIDGE,
 DU2241'2.01 METERS (6.6 FT) SOUTH FROM AN SRP SIGN.
 DU2241'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2241'STAMPED---ESAB 1986---,
 DU2241'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2241
 DU2241                          STATION RECOVERY (2006)
 DU2241
 DU2241'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2241'THE AREA HAS CHANGED A LOT SINCE THE COMPLETION OF ROUTE 101. THE
 DU2241'ADJUSTED COORDINATES POINT TO THE CENTER NORTHBOUND LANE OF ROUTE 101.
 DU2241' 
 DU2241
 DU2241                          STATION RECOVERY (2007)
 DU2241
 DU2241'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2241'APPARENTLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1171 ***********************************************************************
 CY1171  DESIGNATION -  ESCALA
 CY1171  PID         -  CY1171
 CY1171  STATE/COUNTY-  AZ/GRAHAM
 CY1171  USGS QUAD   -  FISHER HILLS (1979)
 CY1171
 CY1171                         *CURRENT SURVEY CONTROL
 CY1171  ___________________________________________________________________
 CY1171* NAD 83(1992)-  32 26 25.37270(N)    109 32 39.57661(W)     ADJUSTED  
 CY1171* NAVD 88     -      1138.9    (meters)    3737.     (feet)  VERTCON   
 CY1171  ___________________________________________________________________
 CY1171  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CY1171  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CY1171  HORZ ORDER  -  SECOND
 CY1171
 CY1171.The horizontal coordinates were established by classical geodetic methods
 CY1171.and adjusted by the National Geodetic Survey in August 1993.
 CY1171
 CY1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1171
 CY1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1171
 CY1171.The geoid height was determined by GEOID03.
 CY1171
 CY1171;                    North         East     Units Scale Factor Converg.
 CY1171;SPC AZ E     -   159,866.804   271,878.674   MT  0.99994221   +0 20 01.8
 CY1171;SPC AZ E     -   524,497.39    891,990.40   iFT  0.99994221   +0 20 01.8
 CY1171;UTM  12      - 3,590,182.930   636,841.168   MT  0.99983091   +0 46 51.5
 CY1171
 CY1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1171!SPC AZ E     -   0.99982543  x   0.99994221  =   0.99976765
 CY1171!UTM  12      -   0.99982543  x   0.99983091  =   0.99965637
 CY1171
 CY1171:                Primary Azimuth Mark                     Grid Az
 CY1171:SPC AZ E     -  ESCALA AZ MK                             108 18 49.5
 CY1171:UTM  12      -  ESCALA AZ MK                             107 51 59.8
 CY1171
 CY1171|---------------------------------------------------------------------|
 CY1171| PID    Reference Object                     Distance      Geod. Az  |
 CY1171|                                                           dddmmss.s |
 CY1171| CC7352 ESCALA AZ MK                                       1083851.3 |
 CY1171| CC7353 ESCALA RM 1                          13.168 METERS 19742     |
 CY1171| CC7354 ESCALA RM 2                           9.902 METERS 29240     |
 CY1171|---------------------------------------------------------------------|
 CY1171
 CY1171                          SUPERSEDED SURVEY CONTROL
 CY1171
 CY1171  NAD 83(1986)-  32 26 25.36844(N)    109 32 39.57351(W) AD(       ) 2
 CY1171  NAD 27      -  32 26 25.11400(N)    109 32 37.32700(W) AD(       ) 2
 CY1171  NGVD 29 (07/19/86) 1138.2    (m)         3734.     (f) VERT ANG    3  
 CY1171
 CY1171.Superseded values are not recommended for survey control.
 CY1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1171.See file dsdata.txt to determine how the superseded data were derived.
 CY1171
 CY1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3684190183(NAD 83)
 CY1171_MARKER: DB = BENCH MARK DISK
 CY1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1171
 CY1171  HISTORY     - Date     Condition        Report By
 CY1171  HISTORY     - 1945     MONUMENTED       USGS
 CY1171
 CY1171                          STATION DESCRIPTION
 CY1171
 CY1171'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1171'STATION IS LOCATED ABOUT 8 MILES NNW OF BOWIE, ABOUT 7 MILES E
 CY1171'OF U.S. HIGHWAY 666, ABOUT 1 MILE W OF THE SOUTHERN PACIFIC
 CY1171'CO. RAILROAD, AND ABOUT 0.9 MILE N OF THE GRAHAM-COCHISE COUNTY
 CY1171'LINE.  IT IS ON THE OPEN MESA OF THE SAN SIMON VALLEY.
 CY1171'
 CY1171'TO REACH STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1171'GO NE ON STATE HIGHWAY 86 FOR 15.7 MILES TO BOWIE JUNCTION.
 CY1171'TURN LEFT ON U.S. HIGHWAY 666 TOWARD SAFFORD AND CONTINUE
 CY1171'FOR 5.3 MILES TO THE CATTLE GUARD AT THE GRAHAM-COCHISE COUNTY
 CY1171'LINE, CONTINUE AHEAD ON THE HIGHWAY FOR 1.9 MILES TO A DIRT
 CY1171'ROAD LEADING SHARP RIGHT AT A SMALL SIGN TANKS 23-22, TURN
 CY1171'SHARP RIGHT AND CONTINUE FOR 0.7 MILE TO A CORRAL, KEEP TO THE
 CY1171'RIGHT OF THE CORRALS AND CONTINUE ON THE DIRT ROAD FOR 1.4
 CY1171'MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 CY1171'FOR 0.4 MILE TO A ROAD LEADING TO THE RIGHT AT A SIGN TANK
 CY1171'22, KEEP STRAIGHT AHEAD AND CONTINUE FOR 2.9 MILES TO A ROAD
 CY1171'LEADING LEFT, KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR
 CY1171'1.6 MILES TO THE STATION ON THE RIGHT, THE MARK BEING 44
 CY1171'FEET TO THE RIGHT OR S OF THE CENTER OF THE ROAD.
 CY1171'
 CY1171'STATION IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION
 CY1171'MARKED WITH A BENCH-MARK DISK STAMPED ESCALA 1940.  THE ELEVATION
 CY1171'HAS NOT BEEN STAMPED.  THE MARK IS SET IN A 5 INCH ROUND CONCRETE
 CY1171'POST PROJECTING ABOUT 5 INCHES, IT BEING 44 FEET S OF THE
 CY1171'CENTER OF THE ROAD AND 9.9 FEET ESE OF A WHITE WITNESS POST.
 CY1171'
 CY1171'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CY1171'DISK STAMPED ESCALA NO 1 1940.  IT IS SET IN A 5 INCH ROUND
 CY1171'CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS SSE OF THE
 CY1171'STATION AND ABOUT LEVEL WITH IT.
 CY1171'
 CY1171'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CY1171'DISK STAMPED ESCALA NO 2 1940.  IT IS SET IN A 5 INCH ROUND
 CY1171'CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS WNW OF THE
 CY1171'STATION AND ABOUT LEVEL WITH IT.
 CY1171'
 CY1171'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 10 INCH SQUARE
 CY1171'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED ESCALA
 CY1171'USGS 1945.  IT IS ABOUT 0.3 MILE ESE OF THE STATION.  IT IS
 CY1171'REACHED BY CONTINUING STRAIGHT AHEAD PAST THE STATION FOR 0.3
 CY1171'MILE TO A TRACK ROAD LEADING TO THE RIGHT, TURN RIGHT FOR 0.05
 CY1171'MILE TO THE MARK WHICH IS 41 FEET TO THE RIGHT OF THE TRACK
 CY1171'ROAD AND 8 FEET SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0715 ***********************************************************************
 DT0715  DESIGNATION -  ESCUDILLA
 DT0715  PID         -  DT0715
 DT0715  STATE/COUNTY-  AZ/APACHE
 DT0715  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0715
 DT0715                         *CURRENT SURVEY CONTROL
 DT0715  ___________________________________________________________________
 DT0715* NAD 83(1992)-  33 56 50.41718(N)    109 07 18.12195(W)     ADJUSTED  
 DT0715* NAVD 88     -      3318.0    (meters)   10886.     (feet)  VERTCON   
 DT0715  ___________________________________________________________________
 DT0715  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DT0715  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0715  HORZ ORDER  -  FIRST
 DT0715
 DT0715.The horizontal coordinates were established by classical geodetic methods
 DT0715.and adjusted by the National Geodetic Survey in August 1993.
 DT0715
 DT0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0715
 DT0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0715
 DT0715.The geoid height was determined by GEOID03.
 DT0715
 DT0715;                    North         East     Units Scale Factor Converg.
 DT0715;SPC AZ E     -   327,304.984   309,950.877   MT  1.00001498   +0 35 00.9
 DT0715;SPC AZ E     - 1,073,835.25  1,016,899.20   iFT  1.00001498   +0 35 00.9
 DT0715;SPC NM W     -   327,566.324   710,907.188   MT  1.00009145   -0 43 10.4
 DT0715;SPC NM W     - 1,074,690.51  2,332,368.00   sFT  1.00009145   -0 43 10.4
 DT0715;UTM  12      - 3,757,906.101   673,575.645   MT  0.99997142   +1 02 57.0
 DT0715
 DT0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0715!SPC AZ E     -   0.99948289  x   1.00001498  =   0.99949786
 DT0715!SPC NM W     -   0.99948289  x   1.00009145  =   0.99957429
 DT0715!UTM  12      -   0.99948289  x   0.99997142  =   0.99945432
 DT0715
 DT0715|---------------------------------------------------------------------|
 DT0715| PID    Reference Object                     Distance      Geod. Az  |
 DT0715|                                                           dddmmss.s |
 DT0715| CD2850 ESCADILLA RM 1                       21.533 METERS 13218     |
 DT0715| DT0723 SADDLE MOUNTAIN                     APPROX.38.5 KM 1630357.9 |
 DT0715| DT0709 TULAROSA                                           17223     |
 DT0715| CD2851 ESCADILLA RM 2                       10.361 METERS 19806     |
 DT0715| DT0714 ESCUDILLA LOOKOUT TOWER              10.064 METERS 33829     |
 DT0715|---------------------------------------------------------------------|
 DT0715
 DT0715                          SUPERSEDED SURVEY CONTROL
 DT0715
 DT0715  NAD 83(1986)-  33 56 50.41624(N)    109 07 18.12463(W) AD(       ) 1
 DT0715  NAD 27      -  33 56 50.24115(N)    109 07 15.84260(W) AD(       ) 1
 DT0715  NGVD 29 (07/19/86) 3316.8    (m)        10882.     (f) VERT ANG    3  
 DT0715
 DT0715.Superseded values are not recommended for survey control.
 DT0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0715.See file dsdata.txt to determine how the superseded data were derived.
 DT0715
 DT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7357657906(NAD 83)
 DT0715_MARKER: DD = SURVEY DISK
 DT0715_SETTING: 80 = SET IN A BOULDER
 DT0715_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0715+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 DT0715
 DT0715  HISTORY     - Date     Condition        Report By
 DT0715  HISTORY     - 1934     MONUMENTED       USGS
 DT0715  HISTORY     - 1966     GOOD             CGS
 DT0715  HISTORY     - 1968     GOOD             USE
 DT0715  HISTORY     - 1972     GOOD             AZHD
 DT0715  HISTORY     - 1978     GOOD             NGS
 DT0715  HISTORY     - 19961009 GOOD             USPSQD
 DT0715  HISTORY     - 20060722 GOOD             GEOCAC
 DT0715
 DT0715                          STATION DESCRIPTION
 DT0715
 DT0715'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DT0715'ABOUT 7 MILES N OF ALPINE, IN SEC. 6, T. 6 N, R. 31 E, AND
 DT0715'DIRECTLY UNDER CENTER OF LOOKOUT TOWER OF ESCUDILLA MOUNTAIN.
 DT0715'
 DT0715'MARKED BY STANDARD U.S. GEOLOGICAL SURVEY TABLET SET IN
 DT0715'BOULDER.
 DT0715'
 DT0715'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN
 DT0715'BOULDERS.
 DT0715'
 DT0715'REFERENCE MARK NO. 1 IS 21.590 METERS (70.83 FEET) FROM
 DT0715'STATION.
 DT0715'
 DT0715'REFERENCE MARK NO. 2 IS 10.304 METERS (33.81 FEET) FROM
 DT0715'STATION.
 DT0715'
 DT0715'TO REACH THE STATION FROM STORE IN ALPINE GO 5.8 MILES TOWARD
 DT0715'SPRINGERVILLE, TURN RIGHT ONTO SIDE ROAD AND FOLLOW ABOUT
 DT0715'4 MILES TO END OF TRUCK TRAVEL, AND FOLLOW TRAIL TO LOOKOUT
 DT0715'TOWER AND STATION.
 DT0715
 DT0715                          STATION RECOVERY (1966)
 DT0715
 DT0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0715'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO
 DT0715'BE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN BADLY BATTERED
 DT0715'BUT IS SOLID.  THE STAMPING IS ILLEGIBLE.  A DIFFERENCE WAS
 DT0715'FOUND IN THE DIRECTION AND THE DISTANCE TO REFERENCE MARKS
 DT0715'1 AND 2.  IT IS BELIEVED THAT A DIFFERENT INITIAL WAS USED
 DT0715'THAN WHAT IS STATED ON THE 1934 LIST OF DIRECTIONS.  THE
 DT0715'LOOKOUT TOWER HAS BEEN TORN DOWN AND A NEW TOWER ERECTED
 DT0715'NEARBY.
 DT0715'
 DT0715'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DT0715'
 DT0715'THE STATION IS 4-1/2 MILES WEST OF THE ARIZONA-NEW MEXICO
 DT0715'STATE LINE, 7 MILES NORTH OF ALPINE AND ON THE HIGHEST POINT
 DT0715'OF ESCUDILLA MOUNTAIN.
 DT0715'
 DT0715'TO REACH THE STATION FROM ALPINE AT THE JUNCTION OF U.S.
 DT0715'HIGHWAYS 666 AND 180, GO NORTHERLY ON U.S. HIGHWAYS 666 AND
 DT0715'180 FOR 5.9 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN TORRY
 DT0715'FLATS ESCUDILLA L.O. 8.  TURN RIGHT AND FOLLOW A BLADED ROAD
 DT0715'EASTERLY FOR 2.1 MILES TO A FORK AT A SIGN HULSEY LAKE ESCUDILLA
 DT0715'L.O. 6.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR 3.05
 DT0715'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.3 MILE TO A FORK.
 DT0715'TAKE THE LEFT FORK AND GO NORTH AND WEST FOR 3.05 MILES TO THE
 DT0715'STATION AT A LOOKOUT TOWER.
 DT0715'
 DT0715'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 DT0715'STAMPED ESCUDILLA 1932 USC AND GS 1934, CEMENTED IN A DRILL
 DT0715'HOLE IN A 2 X 2 FOOT BOULDER THAT PROJECTS 8 INCHES.  IT IS 20 FEET
 DT0715'WEST OF THE SOUTHEAST CORNER OF A SMALL, METAL BUILDING
 DT0715'WHICH HOUSES A GENERATOR.
 DT0715'
 DT0715'REFERENCE MARK 1 IS A STANDARD DISK STAMPING ILLEGIBLE, CEMENTED
 DT0715'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER THAT PROJECTS 3 INCHES.
 DT0715'IT IS 52 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING AND
 DT0715'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DT0715'
 DT0715'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ESCADILLA U.S.G.S
 DT0715'1934, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER THAT
 DT0715'PROJECTS 1 FOOT.  IT IS 37 FEET SOUTH OF THE SOUTHEAST CORNER
 DT0715'OF THE BUILDING AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 DT0715'STATION MARK.
 DT0715'
 DT0715'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 DT0715'
 DT0715'NOT POSSIBLE TO MEASURE BETWEEN REFERENCE MARKS.
 DT0715
 DT0715                          STATION RECOVERY (1968)
 DT0715
 DT0715'RECOVERY NOTE BY US ENGINEERS 1968
 DT0715'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED IN 1966.
 DT0715
 DT0715                          STATION RECOVERY (1972)
 DT0715
 DT0715'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 DT0715'GENERAL LOCATION AS PER DESCRIPTION
 DT0715'
 DT0715'TO REACH FROM P.O. IN ALPINE, ARIZ. GO N.W. ON U.S. HWY
 DT0715'666 FOR 5.8 MI TO DIRT RD ON RT. AND SIGN ESCUDILLA L.O..
 DT0715'TURN RT. (N.E.) FOR 1.1 MI., TO A FORK AND SIGN ESCUDILLA LO 6,
 DT0715'HULSEY LAKE 1 TAKE RT. FORK AND GO 3.0 MI TO A SECOND FORK,
 DT0715'TAKE LEFT FORK AND GO 0.3 MI. TO A DIM TRACK RD ON THE LEFT.
 DT0715'TAKE RT. AND CONTINUE FOR 2.6 MI. TO THE TOP OF THE HILL AND
 DT0715'THE LOOKOUT TOWER.  THE STA. IS APPROX 20 FT S.S.E. OF A NEW
 DT0715'50 FT METAL L.O. TOWER.
 DT0715'
 DT0715'REFERENCE MARKS R.M. 1 BADLY SCARRED, R.M. 2 GOOD.
 DT0715'
 DT0715'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 DT0715
 DT0715                          STATION RECOVERY (1978)
 DT0715
 DT0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0715'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED
 DT0715'IN THE 1966 DESCRIPTION AND FOUND IN GOOD CONDITION.
 DT0715'
 DT0715'A NEW DESCRIPTION FOLLOWS--
 DT0715'
 DT0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180 AND 666 IN
 DT0715'IN ALPINE, TRAVEL NORTH ON HWY. 666 FOR 5.7 MILES TO A DIRT ROAD ON
 DT0715'THE RIGHT, TURN RIGHT AND GO EAST PAST TWO CABINS TO A ROAD FORK,
 DT0715'TURN LEFT AND GO 0.6 MILE TO NEXT PROMINENT FORK AND A FOREST
 DT0715'SERVICE SIGN, TURN ON RIGHT HAND FORK WHICH IS FOREST SERVICE ROAD
 DT0715'NO. 56 AND CONTINUE ON MAIN TRACK ROAD FOR 3.15 MILES TO ANOTHER
 DT0715'FORK, TURN LEFT AT THIS FORK AND GO 0.17 MILE TO THE FIRST BRANCH
 DT0715'ROAD ON THE LEFT AND A ROAD CLOSED SIGN AND END OF TRUCK TRAVEL.
 DT0715'PACK UP ROAD FOLLOWING DOUBLE TRACKS TO THE END OF ROAD AND
 DT0715'THE FIRE TOWER AND STATION.  ABOUT 1-1/2 TO 2 HOUR PACK.
 DT0715'
 DT0715'THE STATION IS LOCATED IN A FOREST SERVICE VEGETATION MANAGEMENT
 DT0715'PROJECT AREA AND ROAD IS BEING BLOCKED PERMANENTLY AS PROJECT
 DT0715'PROCEEDS DOWN MOUNTAIN.  CHECK WITH APACHE NATIONAL FOREST
 DT0715'HEADQUARTERS IN SPRINGERVILLE FOR BEST TRAVEL ROUTE.
 DT0715'
 DT0715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 DT0715'NORTH OF ALPINE.
 DT0715'
 DT0715'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DT0715
 DT0715                          STATION RECOVERY (1996)
 DT0715
 DT0715'RECOVERY NOTE BY US POWER SQUADRON 1996
 DT0715'RECOVERED IN GOOD CONDITION.
 DT0715
 DT0715                          STATION RECOVERY (2006)
 DT0715
 DT0715'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DT0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0714 ***********************************************************************
 DT0714  DESIGNATION -  ESCUDILLA LOOKOUT TOWER
 DT0714  PID         -  DT0714
 DT0714  STATE/COUNTY-  AZ/APACHE
 DT0714  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0714
 DT0714                         *CURRENT SURVEY CONTROL
 DT0714  ___________________________________________________________________
 DT0714* NAD 83(1992)-  33 56 50.72102(N)    109 07 18.26574(W)     ADJUSTED  
 DT0714* NAVD 88     -              **(meters)            **(feet)            
 DT0714  ___________________________________________________________________
 DT0714  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DT0714  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0714  HORZ ORDER  -  THIRD
 DT0714
 DT0714.The horizontal coordinates were established by classical geodetic methods
 DT0714.and adjusted by the National Geodetic Survey in August 1993.
 DT0714
 DT0714
 DT0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0714
 DT0714.The geoid height was determined by GEOID03.
 DT0714
 DT0714;                    North         East     Units Scale Factor Converg.
 DT0714;SPC AZ E     -   327,314.308   309,947.090   MT  1.00001497   +0 35 00.8
 DT0714;SPC AZ E     - 1,073,865.84  1,016,886.78   iFT  1.00001497   +0 35 00.8
 DT0714;SPC NM W     -   327,575.732   710,903.613   MT  1.00009146   -0 43 10.5
 DT0714;SPC NM W     - 1,074,721.38  2,332,356.27   sFT  1.00009146   -0 43 10.5
 DT0714;UTM  12      - 3,757,915.394   673,571.782   MT  0.99997140   +1 02 56.9
 DT0714
 DT0714                          SUPERSEDED SURVEY CONTROL
 DT0714
 DT0714  NAD 83(1986)-  33 56 50.72010(N)    109 07 18.26840(W) AD(       ) 4
 DT0714  NAD 27      -  33 56 50.54500(N)    109 07 15.98639(W) AD(       ) 3
 DT0714
 DT0714.Superseded values are not recommended for survey control.
 DT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0714.See file dsdata.txt to determine how the superseded data were derived.
 DT0714
 DT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7357257915(NAD 83)
 DT0714_MARKER: 57 = LOOKOUT TOWER
 DT0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0714+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 DT0714
 DT0714  HISTORY     - Date     Condition        Report By
 DT0714  HISTORY     - 1966     FIRST OBSERVED   CGS
 DT0714  HISTORY     - 19961009 GOOD             USPSQD
 DT0714  HISTORY     - 20060722 GOOD             GEOCAC
 DT0714
 DT0714                          STATION DESCRIPTION
 DT0714
 DT0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0714'THE STATION IS ABOUT 4-1/2 MILES WEST OF THE ARIZONA-NEW MEXICO
 DT0714'STATE LINE, 7 MILES NORTH OF ALPINE AND ON THE HIGHEST POINT
 DT0714'OF ESCUDILLA MOUNTAIN.  IT IS A 60 FOOT HIGH, STEEL STRUCTURE,
 DT0714'SUPPORTED BY 4 LEGS AND PAINTED GREY IN COLOR.
 DT0714'
 DT0714'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DT0714'ESCUDILLA (USGS) 1934, DISTANCE BEING 33.02 FEET, 10.064 METERS
 DT0714'SOUTH-SOUTHWEST OF STATION ESCUDILLA (USGS) 1934.
 DT0714
 DT0714                          STATION RECOVERY (1996)
 DT0714
 DT0714'RECOVERY NOTE BY US POWER SQUADRON 1996
 DT0714'RECOVERED IN GOOD CONDITION.
 DT0714
 DT0714                          STATION RECOVERY (2006)
 DT0714
 DT0714'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DT0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1078 ***********************************************************************
 CG1078  DESIGNATION -  ESPERANZA
 CG1078  PID         -  CG1078
 CG1078  STATE/COUNTY-  AZ/PIMA
 CG1078  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1078
 CG1078                         *CURRENT SURVEY CONTROL
 CG1078  ___________________________________________________________________
 CG1078* NAD 83(2007)-  31 49 34.24068(N)    111 04 40.21318(W)     ADJUSTED  
 CG1078* NAVD 88     -      1163.3    (meters)    3817.     (feet)  GPS OBS   
 CG1078  ___________________________________________________________________
 CG1078  EPOCH DATE  -        2007.00
 CG1078  X           -  -1,951,100.471 (meters)                     COMP
 CG1078  Y           -  -5,062,224.459 (meters)                     COMP
 CG1078  Z           -   3,344,668.317 (meters)                     COMP
 CG1078  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CG1078  ELLIP HEIGHT-        1133.776 (meters)          (02/10/07) ADJUSTED
 CG1078  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG1078
 CG1078  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1078  Type    PID    Designation                      North   East  Ellip
 CG1078  -------------------------------------------------------------------
 CG1078  NETWORK CG1078 ESPERANZA                         1.22   0.86   1.67
 CG1078  -------------------------------------------------------------------
 CG1078
 CG1078.The horizontal coordinates were established by GPS observations
 CG1078.and adjusted by the National Geodetic Survey in February 2007.
 CG1078
 CG1078.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1078.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1078.The horizontal coordinates are valid at the epoch date displayed above.
 CG1078.The epoch date for horizontal control is a decimal equivalence
 CG1078.of Year/Month/Day.
 CG1078
 CG1078.The orthometric height was determined by GPS observations and a
 CG1078.high-resolution geoid model.
 CG1078
 CG1078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1078
 CG1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1078
 CG1078.The ellipsoidal height was determined by GPS observations
 CG1078.and is referenced to NAD 83.
 CG1078
 CG1078.The geoid height was determined by GEOID03.
 CG1078
 CG1078;                    North         East     Units Scale Factor Converg.
 CG1078;SPC AZ C     -    91,901.185   292,766.149   MT  0.99997774   +0 26 32.5
 CG1078;SPC AZ C     -   301,513.07    960,518.86   iFT  0.99997774   +0 26 32.5
 CG1078;UTM  12      - 3,521,171.735   492,634.042   MT  0.99960067   -0 02 27.8
 CG1078
 CG1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1078!SPC AZ C     -   0.99982201  x   0.99997774  =   0.99979975
 CG1078!UTM  12      -   0.99982201  x   0.99960067  =   0.99942275
 CG1078
 CG1078:                Primary Azimuth Mark                     Grid Az
 CG1078:SPC AZ C     -  LABOR                                    105 33 57.2
 CG1078:UTM  12      -  LABOR                                    106 02 57.5
 CG1078
 CG1078|---------------------------------------------------------------------|
 CG1078| PID    Reference Object                     Distance      Geod. Az  |
 CG1078|                                                           dddmmss.s |
 CG1078| CG0546 LABOR                               APPROX. 6.5 KM 1060029.7 |
 CG1078| CH5361 RR WATER TANK                                      1213904.6 |
 CG1078| CH5135 ESPERANZA RM 1                       15.477 METERS 17229     |
 CG1078| CH5136 ESPERANZA RM 2                       14.812 METERS 30341     |
 CG1078|---------------------------------------------------------------------|
 CG1078
 CG1078                          SUPERSEDED SURVEY CONTROL
 CG1078
 CG1078  ELLIP H (06/11/02) 1133.807  (m)                       GP(       ) 4 2
 CG1078  NAD 83(1992)-  31 49 34.24129(N)    111 04 40.21100(W) AD(       ) 1
 CG1078  ELLIP H (08/23/93) 1133.899  (m)                       GP(       ) 4 2
 CG1078  NAD 83(1986)-  31 49 34.23554(N)    111 04 40.20882(W) AD(       ) 1
 CG1078  NAD 27      -  31 49 33.93200(N)    111 04 37.87100(W) AD(       ) 1
 CG1078  NGVD 29 (07/19/86) 1162.0    (m)         3812.     (f) VERT ANG    3  
 CG1078
 CG1078.Superseded values are not recommended for survey control.
 CG1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1078.See file dsdata.txt to determine how the superseded data were derived.
 CG1078
 CG1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9263421172(NAD 83)
 CG1078_MARKER: DS = TRIANGULATION STATION DISK
 CG1078_SETTING: 66 = SET IN ROCK OUTCROP
 CG1078_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG1078_STAMPING: ESPERANZA 1935
 CG1078_MARK LOGO: CGS   
 CG1078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1078+STABILITY: POSITION/ELEVATION WELL
 CG1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1078+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 CG1078
 CG1078  HISTORY     - Date     Condition        Report By
 CG1078  HISTORY     - 1935     MONUMENTED       CGS
 CG1078  HISTORY     - 1935     GOOD             CGS
 CG1078  HISTORY     - 1956     GOOD             USE
 CG1078  HISTORY     - 1959     GOOD             CGS
 CG1078  HISTORY     - 19900706 GOOD             PIMACO
 CG1078  HISTORY     - 19910110 GOOD
 CG1078
 CG1078                          STATION DESCRIPTION
 CG1078
 CG1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1078'ABOUT 26 MILES, AIR LINE, SOUTH-SOUTHWEST OF TUCSON, ABOUT 5
 CG1078'MILES, AIR LINE, WEST OF U.S. HIGHWAY NO. 89, ON A LAVA COVERED
 CG1078'KNOLL THAT EXTENDS EASTWARD INTO THE VALLEY, WHICH CAN BE EASILY
 CG1078'IDENTIFIED BY A VERY SHARP POINT THAT RISES INTO THE SADDLE,
 CG1078'BETWEEN STATION AND HILL TO THE NORTHWEST.  FROM A POINT ON THE
 CG1078'TWIN BUTTES ROAD ABOUT 5 MILES WEST OF HIGHWAY NO. 89, TURN LEFT
 CG1078'AT MARCONI MINE SIGN AND GO 0.7 MILE TO ESPERANZA MINE SIGN.
 CG1078'TURN LEFT GO 1.0 MILE, PASS THROUGH GATE AND TAKE LEFT FORK AND
 CG1078'GO 0.9 MILE TO A FORK.  TAKE LEFT FORK AND GO 1.9 MILES TO A
 CG1078'PALOVERDE TREE WITH A LARGE BLAZE, ON THE LEFT SIDE OF
 CG1078'ROAD.  FROM HERE THE KNOLL IS DUE SOUTH ABOUT THREE-FOURTHS
 CG1078'MILE.  MARKED BY A STANDARD BRONZE DISK, IS
 CG1078'15.478 METERS (50.78 FEET) FROM STATION S 7 DEG 31 MIN E.
 CG1078'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1078'DISK, IS 14.810 METERS (48.59 FEET) FROM
 CG1078'STATION N 56 DEG 19 MIN W. A RAILROAD WATER TANK IS
 CG1078'S 58 DEG 22 MIN E FROM THE STATION.
 CG1078
 CG1078                          STATION RECOVERY (1935)
 CG1078
 CG1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CG1078'RECOVERED IN GOOD CONDITION.
 CG1078
 CG1078                          STATION RECOVERY (1956)
 CG1078
 CG1078'RECOVERY NOTE BY US ENGINEERS 1956
 CG1078'STATION RECOVERED AS DESCRIBED.
 CG1078'
 CG1078'NO SEARCH MADE FOR AZIMUTH MARK.
 CG1078
 CG1078                          STATION RECOVERY (1959)
 CG1078
 CG1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1078'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 CG1078'WERE RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION
 CG1078'FOLLOWS.
 CG1078'
 CG1078'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SAHUARITA,
 CG1078'5 MILES WEST OF U.S. HIGHWAY 89, AND ON A ROCKY HILL THAT IS
 CG1078'ABOUT 75 FEET HIGHER AND 0.1 MILE SOUTHEAST OF A SHARP, OUTSTANDING
 CG1078'POINT.
 CG1078'
 CG1078'TO REACH THE STATION FROM THE POST OFFICE IN SAHUARITA, GO
 CG1078'SOUTH ON U.S. HIGHWAY 89 FOR 11.3 MILES TO JUST BEFORE CROSSING
 CG1078'A CONCRETE BRIDGE AND A METAL FRAME GATE ON THE RIGHT, WEST,
 CG1078'SIDE OF THE HIGHWAY.  GO THROUGH THE GATE AND FOLLOW THE BLADED
 CG1078'ROAD WEST FOR 1.0 MILE TO A STOCK GUARD AND A Y-FORK.  KEEP
 CG1078'RIGHT, WEST, FOR 0.9 MILE TO A CROSSROAD.  CONTINUE AHEAD, WEST,
 CG1078'ON THE TRACK ROAD FOR 0.8 MILE TO A WIRE GATE.  PASS THROUGH
 CG1078'THE GATE AND FOLLOW THE TRACK ROAD 2.2 MILES TO A Y-FORK AND
 CG1078'THE END OF TRUCK TRAVEL.  PACK NORTHEAST ACROSS A LARGE
 CG1078'WASH, THEN ACROSS A SMALLER WASH AND UP THE SOUTHWEST SIDE OF
 CG1078'THE HILL TO THE STATION.  THIS IS AN HOUR PACK.
 CG1078'
 CG1078'THE STATION MARK, STAMPED ESPERANZA 1935, IS A STANDARD DISK
 CG1078'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 CG1078'PROJECTS 2 INCHES.
 CG1078'
 CG1078'REFERENCE MARK NO. 1, STAMPED ESPERANZA NO 1 1935, IS A STANDARD
 CG1078'DISK CEMENTED IN A DRILL HOLE IN AN
 CG1078'OUTCROPPING OF BEDROCK THAT PROJECTS 2 FEET.
 CG1078'
 CG1078'REFERENCE MARK NO. 2, STAMPED ESPERANZA NO 2 1935, IS A STANDARD
 CG1078'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 CG1078'PROJECTS 3 FEET.
 CG1078'
 CG1078'TRIANGULATION STATION LABOR CAN BE USED AS THE AZIMUTH MARK.
 CG1078'(SEE DESCRIPTION THEREOF)
 CG1078
 CG1078                          STATION RECOVERY (1990)
 CG1078
 CG1078'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG1078'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CG1078'FOLLOWS.
 CG1078'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1078'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1078'ON I-19 APPROX 28 MI (45.1 KM) TO CANOA RD EXIT (KM 56), EXIT WEST TO
 CG1078'FRONTAGE ROAD AND TRAVEL SOUTH 0.7 MI (1.1 KM) TO MONTANA VISTA.
 CG1078'DRIVE WEST 1.7 MI (2.7 KM) TO VIA MONTANA VISTA.  TURN SOUTH ON VIA
 CG1078'MONTANA VISTA AND GO 300 FT (91.4 M) TO A DIRT ROAD ON THE RIGHT,
 CG1078'PASS THROUGH GATE AND DRIVE WEST ON DIRT ROAD 1.0 MI (1.6 KM) TO A
 CG1078'POWER LINE ROAD.  THEN TRAVEL NORTH 1.5 MI (2.4 KM) ON POWER LINE
 CG1078'ROAD TO A FORK ON THE LEFT.  DRIVE 0.9 MI (1.4 KM) WEST TO THE BASE
 CG1078'OF A HILL.  PACK ACROSS A SMALL WASH ON NORTHEAST SIDE OF HILL AND UP
 CG1078'THE SOUTHWEST SIDE OF HILL TO THE STATION.  PACK TIME IS APPROX ONE
 CG1078'HOUR.  TOWNSHIP 18 SOUTH, RANGE 12 EAST, NORTHWEST OF SECTION 36,
 CG1078'GILA AND SALT RIVER MERIDIAN.
 CG1078'THE STATION IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN A
 CG1078'ROCK OUTCROP THAT PROJECTS 0.2 FT (0.1 M) , STAMPED, ESPERANZA 1935.
 CG1078
 CG1078                          STATION RECOVERY (1991)
 CG1078
 CG1078'RECOVERED 1991
 CG1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0874 ***********************************************************************
 ET0874  DESIGNATION -  ESTATE
 ET0874  PID         -  ET0874
 ET0874  STATE/COUNTY-  AZ/YAVAPAI
 ET0874  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0874
 ET0874                         *CURRENT SURVEY CONTROL
 ET0874  ___________________________________________________________________
 ET0874* NAD 83(1992)-  34 33 24.65716(N)    112 15 16.39340(W)     ADJUSTED  
 ET0874* NAVD 88     -      1421.16   (+/-2cm)    4662.6    (feet)  VERTCON   
 ET0874  ___________________________________________________________________
 ET0874  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 ET0874  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 ET0874  HORZ ORDER  -  SECOND
 ET0874  VERT ORDER  -  THIRD ? (See Below)
 ET0874
 ET0874.The horizontal coordinates were established by classical geodetic methods
 ET0874.and adjusted by the National Geodetic Survey in August 1993.
 ET0874
 ET0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0874.The vertical order pertains to the NGVD 29 superseded value.
 ET0874
 ET0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0874
 ET0874.The geoid height was determined by GEOID03.
 ET0874
 ET0874;                    North         East     Units Scale Factor Converg.
 ET0874;SPC AZ C     -   394,469.385   182,352.576   MT  0.99991185   -0 11 30.0
 ET0874;SPC AZ C     - 1,294,190.90    598,269.61   iFT  0.99991185   -0 11 30.0
 ET0874;UTM  12      - 3,824,615.941   384,902.827   MT  0.99976328   -0 42 42.1
 ET0874
 ET0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0874!SPC AZ C     -   0.99978106  x   0.99991185  =   0.99969292
 ET0874!UTM  12      -   0.99978106  x   0.99976328  =   0.99954439
 ET0874
 ET0874|---------------------------------------------------------------------|
 ET0874| PID    Reference Object                     Distance      Geod. Az  |
 ET0874|                                                           dddmmss.s |
 ET0874| CH2253 ESTATE RM 1                          10.092 METERS 15454     |
 ET0874| ET0869 TEXAS                               APPROX. 2.8 KM 1582137.4 |
 ET0874| CH2254 ESTATE RM 2                          10.027 METERS 33417     |
 ET0874|---------------------------------------------------------------------|
 ET0874
 ET0874                          SUPERSEDED SURVEY CONTROL
 ET0874
 ET0874  NAD 83(1986)-  34 33 24.65355(N)    112 15 16.39135(W) AD(       ) 2
 ET0874  NAD 27      -  34 33 24.56359(N)    112 15 13.80555(W) AD(       ) 2
 ET0874  NGVD 29 (07/19/86) 1420.36   (m)         4660.0    (f) LEVELING    3  
 ET0874
 ET0874.Superseded values are not recommended for survey control.
 ET0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0874.See file dsdata.txt to determine how the superseded data were derived.
 ET0874
 ET0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8490324616(NAD 83)
 ET0874_MARKER: DD = SURVEY DISK
 ET0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0874+STABILITY: SURFACE MOTION
 ET0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0874+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 ET0874
 ET0874  HISTORY     - Date     Condition        Report By
 ET0874  HISTORY     - 1980     MONUMENTED       AZDT
 ET0874  HISTORY     - 20030429 GOOD             NGS
 ET0874
 ET0874                          STATION DESCRIPTION
 ET0874
 ET0874'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0874'THE STATION IS LOCATED 12 MILES EAST OF PRESCOTT AND 2 MILES NORTHWEST
 ET0874'OF DEWEY ALONG THE EAST SIDE OF ARIZONA HIGHWAY 69.
 ET0874'
 ET0874'THE STATION MARK IS AN ADOT DISK STAMPED ESTATE 1980.  IT IS SET IN
 ET0874'TOP OF A CONCRETE MONUMENT 5.7 FEET WEST OF THE WITNESS POST AND 96
 ET0874'FEET EAST OF THE CENTERLINE OF SR 69.
 ET0874'
 ET0874'REFERENCE MARK 1 IS AN ADOT DISK STAMPED ESTATE RM 1 1980.  IT IS SET
 ET0874'IN TOP OF A CONCRETE MONUMENT 95 FEET EAST OF THE CENTERLINE OF THE
 ET0874'HIGHWAY.
 ET0874'
 ET0874'REFERENCE MARK 2 IS AN ADOT DISK STAMPED ESTATE RM 2 1980.  IT IS SET
 ET0874'IN TOP OF A CONCRETE MONUMENT 95 FEET EAST OF THE CENTERLINE OF THE
 ET0874'HIGHWAY.
 ET0874'
 ET0874'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY TRAVEL NORTH ALONG
 ET0874'ARIZONA HIGHWAY 69 FOR 2.07 MILES TO THE STATION ON THE RIGHT.
 ET0874
 ET0874                          STATION RECOVERY (2003)
 ET0874
 ET0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0899 ***********************************************************************
 ES0899  DESIGNATION -  ESTATES
 ES0899  PID         -  ES0899
 ES0899  STATE/COUNTY-  AZ/COCONINO
 ES0899  USGS QUAD   -  O W POINT (1990)
 ES0899
 ES0899                         *CURRENT SURVEY CONTROL
 ES0899  ___________________________________________________________________
 ES0899* NAD 83(1992)-  34 19 50.83583(N)    110 47 06.27739(W)     ADJUSTED  
 ES0899* NAVD 88     -      2302.7    (meters)    7555.     (feet)  VERTCON   
 ES0899  ___________________________________________________________________
 ES0899  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ES0899  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0899  HORZ ORDER  -  SECOND
 ES0899
 ES0899.The horizontal coordinates were established by classical geodetic methods
 ES0899.and adjusted by the National Geodetic Survey in August 1993.
 ES0899
 ES0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0899
 ES0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0899
 ES0899.The geoid height was determined by GEOID03.
 ES0899
 ES0899;                    North         East     Units Scale Factor Converg.
 ES0899;SPC AZ C     -   369,922.882   317,486.767   MT  1.00003361   +0 38 17.7
 ES0899;SPC AZ C     - 1,213,657.75  1,041,623.25   iFT  1.00003361   +0 38 17.7
 ES0899;SPC AZ E     -   369,516.129   156,455.981   MT  0.99993990   -0 20 55.6
 ES0899;SPC AZ E     - 1,212,323.26    513,307.02   iFT  0.99993990   -0 20 55.6
 ES0899;UTM  12      - 3,798,854.967   519,770.421   MT  0.99960482   +0 07 16.4
 ES0899
 ES0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0899!SPC AZ C     -   0.99964240  x   1.00003361  =   0.99967600
 ES0899!SPC AZ E     -   0.99964240  x   0.99993990  =   0.99958233
 ES0899!UTM  12      -   0.99964240  x   0.99960482  =   0.99924736
 ES0899
 ES0899:                Primary Azimuth Mark                     Grid Az
 ES0899:SPC AZ C     -  FOREST                                   270 00 24.3
 ES0899:SPC AZ E     -  FOREST                                   270 59 37.6
 ES0899:UTM  12      -  FOREST                                   270 31 25.6
 ES0899
 ES0899|---------------------------------------------------------------------|
 ES0899| PID    Reference Object                     Distance      Geod. Az  |
 ES0899|                                                           dddmmss.s |
 ES0899| ES0900 FOREST                              APPROX. 0.9 KM 2703842.0 |
 ES0899|---------------------------------------------------------------------|
 ES0899
 ES0899                          SUPERSEDED SURVEY CONTROL
 ES0899
 ES0899  NAD 83(1986)-  34 19 50.83025(N)    110 47 06.28202(W) AD(       ) 2
 ES0899  NGVD 29 (08/03/87) 2301.7    (m)         7551.     (f) VERT ANG    3  
 ES0899
 ES0899.Superseded values are not recommended for survey control.
 ES0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0899.See file dsdata.txt to determine how the superseded data were derived.
 ES0899
 ES0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1977098855(NAD 83)
 ES0899_MARKER: DS = TRIANGULATION STATION DISK
 ES0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0899+STABILITY: SURFACE MOTION
 ES0899
 ES0899  HISTORY     - Date     Condition        Report By
 ES0899  HISTORY     - 1984     MONUMENTED       AZDT
 ES0899  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0899
 ES0899                          STATION DESCRIPTION
 ES0899
 ES0899'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0899'THE STATION IS LOCATED 12-3/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0899'SIDE OF STATE ROUTE 260.
 ES0899'
 ES0899'THE STATION MARK IS AN AZDT DISK STAMPED---ESTATES 1984---.  IT IS SET
 ES0899'IN TOP OF A 10 INCH CONCRETE MONUMENT 87 FEET EAST OF MULE SPRINGS
 ES0899'ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET NORTH
 ES0899'OF THE WITNESS POST.
 ES0899'
 ES0899'TO REACH THE STATION FROM THE POSOFFICE IN HEBER AT BUCKSKIN ROAD
 ES0899'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 14.6 MILES TO
 ES0899'MULE SPRINGS ROAD LEADING NORTH AND THE STATION ON THE RIGHT.
 ES0899
 ES0899                          STATION RECOVERY (2005)
 ES0899
 ES0899'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1214 ***********************************************************************
 CY1214  DESIGNATION -  ESTES
 CY1214  PID         -  CY1214
 CY1214  STATE/COUNTY-  AZ/GRAHAM
 CY1214  USGS QUAD   -  WEST OF GREASEWOOD MOUNTAIN (1985)
 CY1214
 CY1214                         *CURRENT SURVEY CONTROL
 CY1214  ___________________________________________________________________
 CY1214* NAD 83(1992)-  32 29 33.85025(N)    109 56 39.54870(W)     ADJUSTED  
 CY1214* NAVD 88     -      1351.5    (meters)    4434.     (feet)  VERTCON   
 CY1214  ___________________________________________________________________
 CY1214  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 CY1214  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY1214  HORZ ORDER  -  FIRST
 CY1214
 CY1214.The horizontal coordinates were established by classical geodetic methods
 CY1214.and adjusted by the National Geodetic Survey in August 1993.
 CY1214
 CY1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1214
 CY1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1214
 CY1214.The geoid height was determined by GEOID03.
 CY1214
 CY1214;                    North         East     Units Scale Factor Converg.
 CY1214;SPC AZ E     -   165,523.412   234,255.118   MT  0.99990538   +0 07 10.0
 CY1214;SPC AZ E     -   543,055.81    768,553.54   iFT  0.99990538   +0 07 10.0
 CY1214;UTM  12      - 3,595,544.779   599,180.151   MT  0.99972130   +0 34 01.7
 CY1214
 CY1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1214!SPC AZ E     -   0.99979207  x   0.99990538  =   0.99969747
 CY1214!UTM  12      -   0.99979207  x   0.99972130  =   0.99951343
 CY1214
 CY1214:                Primary Azimuth Mark                     Grid Az
 CY1214:SPC AZ E     -  T11S R23 24E SECS 1 6 7 12               000 07 01.9
 CY1214:UTM  12      -  T11S R23 24E SECS 1 6 7 12               359 40 10.2
 CY1214
 CY1214|---------------------------------------------------------------------|
 CY1214| PID    Reference Object                     Distance      Geod. Az  |
 CY1214|                                                           dddmmss.s |
 CY1214| CC7359 T11S R23 24E SECS 1 6 7 12                         0001411.9 |
 CY1214| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.24.3 KM 0044556.5 |
 CY1214| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.19.6 KM 0270510.6 |
 CY1214| CC7360 ESTES RM 1                           17.787 METERS 09737     |
 CY1214| CY1198 GILMAN CAIRN 2 MI NE                APPROX.11.8 KM 1160757.3 |
 CY1214| CY1215 T11S R23 24E SECS 7 12 1/4 COR        5.718 METERS 13950     |
 CY1214| CC7362 ESTES RM 3                           13.027 METERS 21132     |
 CY1214| CC7361 ESTES RM 2                           16.974 METERS 34412     |
 CY1214|---------------------------------------------------------------------|
 CY1214
 CY1214                          SUPERSEDED SURVEY CONTROL
 CY1214
 CY1214  NAD 83(1986)-  32 29 33.84622(N)    109 56 39.54646(W) AD(       ) 1
 CY1214  NAD 27      -  32 29 33.59300(N)    109 56 37.28500(W) AD(       ) 1
 CY1214  NGVD 29 (07/19/86) 1350.7    (m)         4431.     (f) VERT ANG    3  
 CY1214
 CY1214.Superseded values are not recommended for survey control.
 CY1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1214.See file dsdata.txt to determine how the superseded data were derived.
 CY1214
 CY1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9918095545(NAD 83)
 CY1214_MARKER: DS = TRIANGULATION STATION DISK
 CY1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1214
 CY1214  HISTORY     - Date     Condition        Report By
 CY1214  HISTORY     - 1946     MONUMENTED       CGS
 CY1214  HISTORY     - 1972     SEE DESCRIPTION  USGS
 CY1214  HISTORY     - 1973     GOOD             NGS
 CY1214
 CY1214                          STATION DESCRIPTION
 CY1214
 CY1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1214'STATION IS LOCATED, BY APPROXIMATE AIRLINE DISTANCES, 17-1/2
 CY1214'MILES NNW OF WILLCOX AND 7 MILES SSE OF BONITA, JUST N OF THE
 CY1214'FENCE LINE BETWEEN THE BROOKRESON AND ESTES RANCHES.
 CY1214'
 CY1214'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1214'GO S ON STATE HIGHWAY 86 FOR 0.1 MILE TO TEXACO SERVICE STATION
 CY1214'ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3 MILE, THENCE JOG
 CY1214'LEFT 35 YARDS, THENCE RIGHT AND GO 0.2 MILE, THENCE RIGHT
 CY1214'(N) ON A MACADAM ROAD.  GO 1.0 MILE, THENCE LEFT AND GO 2.0
 CY1214'MILES, THENCE RIGHT FOR 5 MILES, THENCE LEFT FOR 3 MILES, THENCE
 CY1214'RIGHT FOR 4 MILES, THENCE LEFT FOR 2 MILES, THENCE RIGHT FOR
 CY1214'2 MILES, THENCE LEFT FOR 1 MILE TO THE MONZINGO RANCH HOUSE ON
 CY1214'THE RIGHT.  HERE TURN RIGHT AND GO 6 MILES, THENCE RIGHT FOR
 CY1214'0.25 MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A RANCH ROAD
 CY1214'CONTINUES STRAIGHT AHEAD.  KEEP STRAIGHT AHEAD ACROSS
 CY1214'CATTLE GUARD AND FOLLOW MAIN ROAD 1.15 MILES TO THE ESTES
 CY1214'RANCH AND BOARD GATE AT THE WINDMILL.  PASS THROUGH GATE
 CY1214'AND GO ABOUT 50 YARDS TO GATE AT CORNER OF BARN, PASS
 CY1214'THROUGH AND GO TO THE LEFT ACROSS CORRAL TO A GATE WHICH
 CY1214'LEAVES THE CORRAL AT RIGHT ANGLES TO THE GATE BY WHICH IT
 CY1214'WAS ENTERED, A DISTANCE OF ABOUT 25 YARDS.  GO THROUGH AND
 CY1214'INTO PASTURE ALONG TRACK ROAD FOR 0.6 MILE TO AN EARTH
 CY1214'TANK.  CONTINUE ON ROAD ALONG E SIDE OF TANK AND GO 0.45
 CY1214'MILE TO A LEFT FORK AND THE AZIMUTH MARK ON THE RIGHT.
 CY1214'KEEP STRAIGHT AHEAD 0.5 MILE TO THE STATION ON THE RIGHT JUST
 CY1214'BEFORE REACHING TWO GATES IN A CROSS FENCE LINE.
 CY1214'
 CY1214'THE STATION MARK IS A BRONZE STATION DISK, STAMPED ESTES 1946,
 CY1214'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 CY1214'ABOVE THE GROUND.  IT IS LOCATED 18 FEET W OF THE CENTER OF THE
 CY1214'TRACK ROAD, 18.1 FEET NW OF A T-FENCE CORNER POST, 17.3 FEET
 CY1214'E OF A FENCE LINE, 16.7 FEET E OF A 4- BY 4-INCH WHITE WITNESS
 CY1214'POST, AND 12.8 FEET N OF ANOTHER FENCE LINE.  UNDERGROUND MARK
 CY1214'IS A BRONZE STATION DISK SET IN CONCRETE.
 CY1214'
 CY1214'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED ESTES
 CY1214'NO 1 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY1214'11 INCHES ABOVE THE GROUND.  IT IS LOCATED E OF THE STATION
 CY1214'AT ABOUT THE SAME LEVEL AND 5.1 FEET N OF A FENCE LINE.
 CY1214'
 CY1214'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED ESTES
 CY1214'NO 2 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY1214'4 INCHES ABOVE THE GROUND.  IT IS LOCATED NNW OF THE STATION
 CY1214'AT ABOUT THE SAME LEVEL AND 2.4 FEET E OF A FENCE LINE.
 CY1214'
 CY1214'THE AZIMUTH MARK IS A STANDARD BRASS-CAPPED 2-INCH IRON PIPE
 CY1214'SECTION CORNER OF THE GENERAL LAND OFFICE, STAMPED R23E R24E
 CY1214'T11S S1 S6 S12 S7 1913.  IT PROJECTS ABOUT 13 INCHES ABOVE
 CY1214'THE GROUND.  IT IS LOCATED N OF THE STATION, 42.7 FEET NE OF
 CY1214'A FENCE CORNER, 17 FEET WSW OF CENTER OF TRACK ROAD, AND 1.75
 CY1214'FEET S OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1214'
 CY1214'THE G.L.O. MARK IS A STANDARD BRASS-CAPPED 1-INCH IRON PIPE
 CY1214'1/4 SECTION CORNER OF THE GENERAL LAND OFFICE, STAMPED 1/4
 CY1214'S12 S7 1913.  IT PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT
 CY1214'IS LOCATED SE OF THE STATION AND 0.8 FOOT S OF THE CENTER
 CY1214'OF T-FENCE CORNER POST.
 CY1214
 CY1214                          STATION RECOVERY (1972)
 CY1214
 CY1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WBJ)
 CY1214'THIS STATION MARK IS DESTROYED, THE CEMENT PORTIONS WERE FOUND.
 CY1214'FARMING ACTIVITY HAS DESTROYED THE STATION MARK AND ALSO R.M.
 CY1214'NO. 2.  R.M. NO. 1 WAS FOUND IN GOOD CONDITION.
 CY1214'
 CY1214'THE STATION SITE MAY BE REACHED FROM BONITA.
 CY1214'
 CY1214'BONITA ABOUT 7.1 MILES SOUTH ALONG THE WILLCOX ROAD, THENCE
 CY1214'2 MILES EAST ALONG FIELD ROADS TO STATION SITE AT CORNER OF
 CY1214'FIELD.  (R.M. NO. 1 USED AS STATION FOR CONTROL)
 CY1214'
 CY1214'ABOUT 17.5 AIR LINE MILES NNW OF WILLCOX, 7 MILES SSE OF
 CY1214'BONITA.
 CY1214
 CY1214                          STATION RECOVERY (1973)
 CY1214
 CY1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CY1214'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND GLO 1/4
 CY1214'SECTION WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CY1214'MARK 2 WAS FOUND DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED
 CY1214'AT THIS TIME.
 CY1214'
 CY1214'THE STATION MARK IS A STANDARD DISK STAMPED, ESTES 1946.  IT
 CY1214'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 1 INCH
 CY1214'BELOW THE SURFACE OF THE ROAD.  IT IS 21 FEET NORTH OF THE
 CY1214'CENTER OF THE INTERSECTION OF FIELD ROADS, 17-1/2 FEET NORTHWEST
 CY1214'OF A WITNESS SIGN ON RAILROAD TIE FENCE CORNER, 12 FEET WEST OF
 CY1214'A FENCE LINE AND 2-1/2 FEET EAST OF THE CENTER OF THE
 CY1214'NORTH-SOUTH SECTION ROAD.
 CY1214'
 CY1214'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ESTES NO 1 1946.
 CY1214'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CY1214'ABOUT 4 INCHES.  IT IS 60 FEET NORTHEAST OF THE INTERSECTION,
 CY1214'45 FEET EAST OF WITNESS SIGN ON CORNER POST AND 18 FEET
 CY1214'NORTH OF THE EAST-WEST FENCE LINE.
 CY1214'
 CY1214'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ESTES 1946 NO 3
 CY1214'1973.  IT IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 CY1214'CONCRETE PUMP FOUNDATION.  41 FEET SOUTHWEST OF WITNESS SIGN
 CY1214'ON FENCE CORNER POST AND 24 FEET SOUTHWEST OF THE CENTER OF
 CY1214'INTERSECTION.
 CY1214'
 CY1214'GLO 1/4 SECTION IS SET ON TOP OF A SMALL PIPE WHICH PROJECTS
 CY1214'ABOUT 1 FOOT.  IT IS 15 FEET NORTHEAST OF THE CENTER OF THE
 CY1214'INTERSECTION AND 1 FOOT SOUTH OF WITNESS SIGN ON CORNER POST.
 CY1214'
 CY1214'THE AZIMUTH MARK IS 1/2 MILE NORTH OF THE STATION AT JUNCTION
 CY1214'OF A T-INTERSECTION IN FENCE LINES AND POWER LINES.  IT IS
 CY1214'2 FEET NORTH OF A WITNESS SIGN ON A RAILROAD TIE FENCE POST.
 CY1214'NOTE.  A 7 FOOT TRIPOD OR TARGET IS NECESSARY TO SEE TO STATION.
 CY1214'
 CY1214'TO REACH THE STATION FROM BONITA, GO SOUTH ALONG THE WILCOX
 CY1214'HIGHWAY FOR 6.8 MILES TO A POWER LINE CROSSING AND A GRADED
 CY1214'FARM ROAD LEFT.  TURN LEFT ALONG THE SECTION ROAD FOR 2.0
 CY1214'MILES TO THE AZIMUTH MARK AT FENCE CORNER.  TURN RIGHT AND GO
 CY1214'SOUTH ALONG SECTION ROAD FOR 0.5 MILE TO STATION IN THE
 CY1214'LEFT 1/3 OF THE ROAD JUST BEFORE REACHING A CROSS ROAD.
 CY1214'
 CY1214'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1214'
 CY1214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 CY1214'SOUTH OF BONITA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2115 ***********************************************************************
 DV2115  DESIGNATION -  ESTRELLA
 DV2115  PID         -  DV2115
 DV2115  STATE/COUNTY-  AZ/MARICOPA
 DV2115  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV2115
 DV2115                         *CURRENT SURVEY CONTROL
 DV2115  ___________________________________________________________________
 DV2115* NAD 83(1992)-  33 01 56.85546(N)    112 28 36.14831(W)     ADJUSTED  
 DV2115* NAVD 88     -       844.0    (meters)    2769.     (feet)  VERTCON   
 DV2115  ___________________________________________________________________
 DV2115  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DV2115  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 DV2115  HORZ ORDER  -  SECOND
 DV2115
 DV2115.The horizontal coordinates were established by classical geodetic methods
 DV2115.and adjusted by the National Geodetic Survey in August 1993.
 DV2115
 DV2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2115
 DV2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2115
 DV2115.The geoid height was determined by GEOID03.
 DV2115
 DV2115;                    North         East     Units Scale Factor Converg.
 DV2115;SPC AZ C     -   225,490.506   161,046.414   MT  0.99993373   -0 18 19.1
 DV2115;SPC AZ C     -   739,798.25    528,367.50   iFT  0.99993373   -0 18 19.1
 DV2115;UTM  12      - 3,655,854.321   362,096.395   MT  0.99983448   -0 48 18.4
 DV2115
 DV2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2115!SPC AZ C     -   0.99987235  x   0.99993373  =   0.99980609
 DV2115!UTM  12      -   0.99987235  x   0.99983448  =   0.99970685
 DV2115
 DV2115|---------------------------------------------------------------------|
 DV2115| PID    Reference Object                     Distance      Geod. Az  |
 DV2115|                                                           dddmmss.s |
 DV2115| CH5138 ESTRELLA RM 1                         2.568 METERS 09859     |
 DV2115| CH5137 ESTRELLA AZ MK                                     1241331.3 |
 DV2115| CH5139 ESTRELLA RM 2                         4.539 METERS 32109     |
 DV2115|---------------------------------------------------------------------|
 DV2115
 DV2115                          SUPERSEDED SURVEY CONTROL
 DV2115
 DV2115  NAD 83(1986)-  33 01 56.84634(N)    112 28 36.15148(W) AD(       ) 2
 DV2115  NAD 27      -  33 01 56.69132(N)    112 28 33.58730(W) AD(       ) 2
 DV2115  NGVD 29 (07/19/86)  843.3    (m)         2767.     (f) VERT ANG    3  
 DV2115
 DV2115.Superseded values are not recommended for survey control.
 DV2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2115.See file dsdata.txt to determine how the superseded data were derived.
 DV2115
 DV2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6209655854(NAD 83)
 DV2115_MARKER: DS = TRIANGULATION STATION DISK
 DV2115_SETTING: 80 = SET IN A BOULDER
 DV2115_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2115
 DV2115  HISTORY     - Date     Condition        Report By
 DV2115  HISTORY     - 1936     MONUMENTED       CGS
 DV2115  HISTORY     - 1948     GOOD             USGS
 DV2115  HISTORY     - 1960     GOOD             CGS
 DV2115  HISTORY     - 1973     GOOD             USGS
 DV2115
 DV2115                          STATION DESCRIPTION
 DV2115
 DV2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2115'ON THE HIGHEST POINT IN THE MAIN MOUNTAIN RANGE LYING ABOUT
 DV2115'3-1/2 MILES NORTHWEST OF THE VILLAGE OF ESTRELL ON THE
 DV2115'SOUTHERN PACIFIC RAILROAD, ABOUT 15 MILES EAST-NORTHEAST OF
 DV2115'GILA BEND AND ABOUT 45 MILES WEST-NORTHWEST OF CASA, GRANDE.
 DV2115'THE STATION IS ON THE HIGHEST PART OF THE SOUTH END OF A HOGBACK,
 DV2115'AND THE STATION MARK PROJECTS ABOUT 3 INCHES ABOVE
 DV2115'THE GROUND.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DV2115'DISK IS 2,570 METERS (8.43 FEET) FROM STATION.
 DV2115'REFERENCE MARK NO. 2, A STANDARD
 DV2115'BRONZE REFERENCE DISK, IS 4.544 METERS (14.91
 DV2115'FEET) FROM STATION.  THE AZIMUTH
 DV2115'MARK, A STANDARD BRONZE DISK, IS ON THE SOUTHEAST
 DV2115'SLOPE OF A SMALL HILL ON THE WEST SIDE OF THE WASH THAT
 DV2115'EXTENDS FROM THE MOUNTAIN, 66 FEET SOUTHEAST OF A GIANT
 DV2115'CACTUS WITH 12 INCH SQUARE BLAZED ON IT, SET FLUSH WITH
 DV2115'THE GROUND AND ABOUT 1 MILE FROM STATION.
 DV2115
 DV2115                          STATION RECOVERY (1948)
 DV2115
 DV2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DV2115'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DV2115
 DV2115                          STATION RECOVERY (1960)
 DV2115
 DV2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DV2115'THE STATION, REFERENCE AND AZIMUTH MARK WERE RECOVERED AND
 DV2115'FOUND TO BE IN GOOD CONDITION.
 DV2115'
 DV2115'A COMPLETE DESCRIPTION FOLLOWS.
 DV2115'
 DV2115'THE STATION IS ON A HIGH ROCKY POINT IN THE MARICOPA MOUNTAINS,
 DV2115'15-1/4 MILES EAST-NORTHEAST OF GILA BEND, 4 MILES NORTHWEST
 DV2115'OF ESTRELLA ON THE SOUTHERN PACIFIC RAILROAD, 1 MILE SOUTH
 DV2115'OF THE OLD BUTTERFIELD STAGE LINE ROUTE AND ON THE HIGHEST
 DV2115'POINT BETWEEN THE SOUTHERN PACIFIC RAILROAD AND THE BUTTERFIELD
 DV2115'STAGE LINE ROUTE.
 DV2115'
 DV2115'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 DV2115'HIGHWAY 84, 1.0 MILE EAST OF GILA BEND, GO EAST ON U.S. HIGHWAY
 DV2115'80 ABOUT 75 YARDS TO A GRAVEL ROAD RIGHT.  TURN RIGHT, SOUTH
 DV2115'THEN EAST, PER SIGN MARICOPA ALONG THE NORTH SIDE OF THE
 DV2115'SOUTHERN PACIFIC RAILROAD AND GO 16.9 MILES TO ESTRELLA, CONTINUE
 DV2115'EASTERLY ON MAIN TRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD
 DV2115'LEFT.  TURN LEFT, NORTHERLY, ON TRACK ROAD AND GO 1.7 MILES
 DV2115'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT, WESTERLY, ON DIM
 DV2115'TRACKS ALONG THE SOUTH SIDE OF A WASH AND GO 1.3 MILES TO THE
 DV2115'END OF TRUCK TRAVEL AT A DEEP WASH.  THE AZIMUTH MARK IS AT
 DV2115'THIS POINT.  PACK NORTHWEST UP THE BOTTOM OF A SANDY WASH
 DV2115'TO A LOW SADDLE, THENCE WEST UP THE CREST OF A RIDGE TO A
 DV2115'ROCKY POINT, THENCE NORTHWEST ALONG THE TOP OF A ROCKY
 DV2115'RIDGE TO THE HIGHEST POINT AND THE STATION.  A 2 HOUR PACK.
 DV2115'
 DV2115'THE STATION MARK, STAMPED ESTRELLA 1936, IS A STANDARD DISK
 DV2115'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES.
 DV2115'
 DV2115'REFERENCE MARK NO. 1, STAMPED ESTRELLA NO 1 1936, IS A
 DV2115'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER
 DV2115'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DV2115'
 DV2115'REFERENCE MARK NO. 2, STAMPED ESTRELLA NO 2 1936, IS A
 DV2115'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER AND
 DV2115'ABOUT 3 FEET LOWER THAN THE STATION.
 DV2115'
 DV2115'THE AZIMUTH MARK, STAMPED ESTRELLA 1936, IS A STANDARD DISK
 DV2115'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 2 FEET, ABOUT
 DV2115'100 YARDS SOUTHWEST OF A WASH, 61 FEET EAST-SOUTHEAST OF A
 DV2115'25 FOOT CACTUS WITH A SQUARE BLAZE ON IT, 4.5 FEET SOUTHWEST
 DV2115'OF A METAL WITNESS POST WITH SIGN, ON THE NORTHEAST SLOPE OF
 DV2115'A ROCKY HILL AND ABOUT 6 FEET LOWER THAN THE SUMMIT OF THE
 DV2115'HILL.
 DV2115
 DV2115                          STATION RECOVERY (1973)
 DV2115
 DV2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2115'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DV2115'AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1668 ***********************************************************************
 DB1668  DESIGNATION -  ET 1
 DB1668  PID         -  DB1668
 DB1668  STATE/COUNTY-  AZ/YUMA
 DB1668  USGS QUAD   -  GADSDEN (1973)
 DB1668
 DB1668                         *CURRENT SURVEY CONTROL
 DB1668  ___________________________________________________________________
 DB1668* NAD 83(1992)-  32 30 31.93205(N)    114 45 20.26358(W)     ADJUSTED  
 DB1668* NAVD 88     -        45.5    (meters)     149.     (feet)  VERTCON   
 DB1668  ___________________________________________________________________
 DB1668  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DB1668  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DB1668  HORZ ORDER  -  THIRD
 DB1668
 DB1668.The horizontal coordinates were established by classical geodetic methods
 DB1668.and adjusted by the National Geodetic Survey in August 1993.
 DB1668
 DB1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1668
 DB1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1668
 DB1668.The geoid height was determined by GEOID03.
 DB1668
 DB1668;                    North         East     Units Scale Factor Converg.
 DB1668;SPC AZ W     -   167,741.889   118,867.778   MT  1.00004340   -0 32 25.8
 DB1668;SPC AZ W     -   550,334.28    389,986.15   iFT  1.00004340   -0 32 25.8
 DB1668;UTM  11      - 3,599,062.331   710,836.621   MT  1.00014818   +1 12 23.9
 DB1668
 DB1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1668!SPC AZ W     -   0.99999827  x   1.00004340  =   1.00004167
 DB1668!UTM  11      -   0.99999827  x   1.00014818  =   1.00014645
 DB1668
 DB1668                          SUPERSEDED SURVEY CONTROL
 DB1668
 DB1668  NAD 83(1986)-  32 30 31.94665(N)    114 45 20.27392(W) AD(       ) 3
 DB1668  NGVD 29 (04/26/91)   44.8    (m)          147.     (f) VERT ANG    3  
 DB1668
 DB1668.Superseded values are not recommended for survey control.
 DB1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1668.See file dsdata.txt to determine how the superseded data were derived.
 DB1668
 DB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1083799062(NAD 83)
 DB1668_MARKER: N = NAIL
 DB1668_SETTING: 0 = UNSPECIFIED SETTING
 DB1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1668
 DB1668  HISTORY     - Date     Condition        Report By
 DB1668  HISTORY     - 1964     MONUMENTED       USGS
 DB1668
 DB1668                          STATION DESCRIPTION
 DB1668
 DB1668'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1668'LOCATED ABOUT 6.6 MI SSW. OF SOMERTON, 2.5 MI NE. OF PORT OF
 DB1668'ENTRY AT SAN LUIS.  AT APPROXIMATE LOCATION OF NE COR SEC 6 T11S
 DB1668'R24W, IN HIGH LEVEL AREA ON RIM OF MESA.
 DB1668'
 DB1668'TO REACH FROM PORT OF ENTRY AT SAN LUIS, GO 0.4 MI N. ALONG HWY.
 DB1668'95 TO POLE LINE TO E. NEAR RIM OF MESA.  GO 2 MI E. ALONG POLE
 DB1668'LINE TRAIL TO DIM X-RD.  TURN LEFT ON DIM X-RD. AND GO ABOUT 0.3
 DB1668'MI.  TURN LEFT AND TRAVEL CROSS COUNTRY ABOUT 0.2 MI TO HIGHER
 DB1668'GROUND ON RIM OF MESA AND STATION.
 DB1668'
 DB1668'STATION MARK--LARGE BRASS NAIL AND WASHER IN 2 X 2 HUB.
 DB1668'
 DB1668'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1129 ***********************************************************************
 ET1129  DESIGNATION -  ET 1 JEK
 ET1129  PID         -  ET1129
 ET1129  STATE/COUNTY-  AZ/YAVAPAI
 ET1129  USGS QUAD   -  JOES HILL (1969)
 ET1129
 ET1129                         *CURRENT SURVEY CONTROL
 ET1129  ___________________________________________________________________
 ET1129* NAD 83(1992)-  34 07 55.81016(N)    112 00 22.22736(W)     ADJUSTED  
 ET1129* NAVD 88     -      1220.5    (meters)    4004.     (feet)  VERTCON   
 ET1129  ___________________________________________________________________
 ET1129  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 ET1129  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 ET1129  HORZ ORDER  -  THIRD
 ET1129
 ET1129.The horizontal coordinates were established by classical geodetic methods
 ET1129.and adjusted by the National Geodetic Survey in August 1993.
 ET1129
 ET1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1129
 ET1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1129
 ET1129.The geoid height was determined by GEOID03.
 ET1129
 ET1129;                    North         East     Units Scale Factor Converg.
 ET1129;SPC AZ C     -   347,316.715   205,104.513   MT  0.99990084   -0 03 00.8
 ET1129;SPC AZ C     - 1,139,490.53    672,915.07   iFT  0.99990084   -0 03 00.8
 ET1129;UTM  12      - 3,777,267.940   407,224.364   MT  0.99970610   -0 33 52.6
 ET1129
 ET1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1129!SPC AZ C     -   0.99981274  x   0.99990084  =   0.99971360
 ET1129!UTM  12      -   0.99981274  x   0.99970610  =   0.99951890
 ET1129
 ET1129                          SUPERSEDED SURVEY CONTROL
 ET1129
 ET1129  NAD 83(1992)-  34 07 55.80379(N)    112 00 22.22920(W) AD(       ) 3
 ET1129  NGVD 29 (10/09/91) 1219.8    (m)         4002.     (f) VERT ANG    3  
 ET1129
 ET1129.Superseded values are not recommended for survey control.
 ET1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1129.See file dsdata.txt to determine how the superseded data were derived.
 ET1129
 ET1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0722477268(NAD 83)
 ET1129_MARKER: DD = SURVEY DISK
 ET1129_SETTING: 66 = SET IN ROCK OUTCROP
 ET1129_SP_SET: SET IN ROCK OUTCROP
 ET1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1129+STABILITY: POSITION/ELEVATION WELL
 ET1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1129+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2007
 ET1129
 ET1129  HISTORY     - Date     Condition        Report By
 ET1129  HISTORY     - 1966     MONUMENTED       USGS
 ET1129  HISTORY     - 20071124 GOOD             GEOCAC
 ET1129
 ET1129                          STATION DESCRIPTION
 ET1129
 ET1129'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ET1129'LOCATED ABOUT 15 MI SE. OF JCT. OF STATE HWY. 69 AND STATE HWY.
 ET1129'79, ABOUT 10 MI NE. OF ROCK SPRINGS, ABOUT 9.5 MI NE. OF CANYON.
 ET1129'ON TIP OF MESA ABOVE SQUAW CREEK, ABOUT 200 FT. S. OF TOP COVERED
 ET1129'WITH INDIAN DWELLINGS.
 ET1129'
 ET1129'REACHED BY HELICOPTER.
 ET1129'
 ET1129'STATION MARK--STANDARD TABLET STAMPED---ET 1 JEK---, CEMENTED IN
 ET1129'ROCK OUTCROP.
 ET1129'
 ET1129'RMS--NONE SET.
 ET1129
 ET1129                          STATION RECOVERY (2007)
 ET1129
 ET1129'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ET1129'YOU CAN DRIVE TO THE LOCATION NOW, A HELICOPTER IS NOT NECESSARY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1669 ***********************************************************************
 DB1669  DESIGNATION -  ET 2
 DB1669  PID         -  DB1669
 DB1669  STATE/COUNTY-  AZ/YUMA
 DB1669  USGS QUAD   -  SOMERTON (1965)
 DB1669
 DB1669                         *CURRENT SURVEY CONTROL
 DB1669  ___________________________________________________________________
 DB1669* NAD 83(1992)-  32 30 54.19257(N)    114 43 33.97908(W)     ADJUSTED  
 DB1669* NAVD 88     -        51.2    (meters)     168.     (feet)  VERTCON   
 DB1669  ___________________________________________________________________
 DB1669  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DB1669  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB1669  HORZ ORDER  -  THIRD
 DB1669
 DB1669.The horizontal coordinates were established by classical geodetic methods
 DB1669.and adjusted by the National Geodetic Survey in August 1993.
 DB1669
 DB1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1669
 DB1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1669
 DB1669.The geoid height was determined by GEOID03.
 DB1669
 DB1669;                    North         East     Units Scale Factor Converg.
 DB1669;SPC AZ W     -   168,401.820   121,648.297   MT  1.00003702   -0 31 29.0
 DB1669;SPC AZ W     -   552,499.41    399,108.59   iFT  1.00003702   -0 31 29.0
 DB1669;UTM  11      - 3,599,806.822   713,596.043   MT  1.00016262   +1 13 21.8
 DB1669
 DB1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1669!SPC AZ W     -   0.99999737  x   1.00003702  =   1.00003439
 DB1669!UTM  11      -   0.99999737  x   1.00016262  =   1.00015999
 DB1669
 DB1669                          SUPERSEDED SURVEY CONTROL
 DB1669
 DB1669  NAD 83(1986)-  32 30 54.20726(N)    114 43 33.98942(W) AD(       ) 3
 DB1669  NGVD 29 (04/26/91)   50.5    (m)          166.     (f) VERT ANG    3  
 DB1669
 DB1669.Superseded values are not recommended for survey control.
 DB1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1669.See file dsdata.txt to determine how the superseded data were derived.
 DB1669
 DB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1359699807(NAD 83)
 DB1669_MARKER: N = NAIL
 DB1669_SETTING: 0 = UNSPECIFIED SETTING
 DB1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1669
 DB1669  HISTORY     - Date     Condition        Report By
 DB1669  HISTORY     - 1964     MONUMENTED       USGS
 DB1669
 DB1669                          STATION DESCRIPTION
 DB1669
 DB1669'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1669'LOCATED ABOUT 3 MI WNW. OF SE COR T10S R24W, ABOUT 1 MI SW. OF
 DB1669'PROMINENT RANCH HOUSE.  ON TOP OF SANDY RIDGE.  TRACK RD. PASSES
 DB1669'ABOUT 300 FT NW. OF STATION.
 DB1669'
 DB1669'TO REACH NOT GIVEN.
 DB1669'
 DB1669'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB DRIVEN IN
 DB1669'GROUND.
 DB1669'
 DB1669'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1161 ***********************************************************************
 ES1161  DESIGNATION -  ET 2 JEK
 ES1161  PID         -  ES1161
 ES1161  STATE/COUNTY-  AZ/YAVAPAI
 ES1161  USGS QUAD   -  COOKS MESA (1967)
 ES1161
 ES1161                         *CURRENT SURVEY CONTROL
 ES1161  ___________________________________________________________________
 ES1161* NAD 83(1992)-  34 04 45.64257(N)    111 59 09.01006(W)     ADJUSTED  
 ES1161* NAVD 88     -      1800.5    (meters)    5907.     (feet)  VERTCON   
 ES1161  ___________________________________________________________________
 ES1161  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 ES1161  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 ES1161  HORZ ORDER  -  THIRD
 ES1161
 ES1161.The horizontal coordinates were established by classical geodetic methods
 ES1161.and adjusted by the National Geodetic Survey in August 1993.
 ES1161
 ES1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1161
 ES1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1161
 ES1161.The geoid height was determined by GEOID03.
 ES1161
 ES1161;                    North         East     Units Scale Factor Converg.
 ES1161;SPC AZ C     -   341,456.340   206,976.380   MT  0.99990050   -0 02 19.5
 ES1161;SPC AZ C     - 1,120,263.58    679,056.36   iFT  0.99990050   -0 02 19.5
 ES1161;UTM  12      - 3,771,392.163   409,043.221   MT  0.99970198   -0 33 08.8
 ES1161
 ES1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1161!SPC AZ C     -   0.99972174  x   0.99990050  =   0.99962227
 ES1161!UTM  12      -   0.99972174  x   0.99970198  =   0.99942380
 ES1161
 ES1161                          SUPERSEDED SURVEY CONTROL
 ES1161
 ES1161  NAD 83(1992)-  34 04 45.63618(N)    111 59 09.01496(W) AD(       ) 3
 ES1161  NGVD 29 (10/09/91) 1799.8    (m)         5905.     (f) VERT ANG    3  
 ES1161
 ES1161.Superseded values are not recommended for survey control.
 ES1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1161.See file dsdata.txt to determine how the superseded data were derived.
 ES1161
 ES1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0904371392(NAD 83)
 ES1161_MARKER: DD = SURVEY DISK
 ES1161_SETTING: 80 = SET IN A BOULDER
 ES1161_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1161+STABILITY: SURFACE MOTION
 ES1161
 ES1161  HISTORY     - Date     Condition        Report By
 ES1161  HISTORY     - 1966     MONUMENTED       USGS
 ES1161
 ES1161                          STATION DESCRIPTION
 ES1161
 ES1161'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1161'LOCATED ABOUT 34 MI SW. OF CAMP VERDE, 18 MI SE. OF CORDES
 ES1161'JUNCTION, 9 MI E. OF CANYON.  ON HIGH, PROMINENT, ROCKY TOP.
 ES1161'
 ES1161'REACHED BY HELICOPTER.
 ES1161'
 ES1161'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ET 2 JEK 1966---,
 ES1161'CEMENTED IN DRILL HOLE IN ROCK.
 ES1161'
 ES1161'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1670 ***********************************************************************
 DB1670  DESIGNATION -  ET 3
 DB1670  PID         -  DB1670
 DB1670  STATE/COUNTY-  AZ/YUMA
 DB1670  USGS QUAD   -  YUMA SE (1965)
 DB1670
 DB1670                         *CURRENT SURVEY CONTROL
 DB1670  ___________________________________________________________________
 DB1670* NAD 83(1992)-  32 30 28.67694(N)    114 34 17.01443(W)     ADJUSTED  
 DB1670* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 DB1670  ___________________________________________________________________
 DB1670  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DB1670  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DB1670  HORZ ORDER  -  THIRD
 DB1670
 DB1670.The horizontal coordinates were established by classical geodetic methods
 DB1670.and adjusted by the National Geodetic Survey in August 1993.
 DB1670
 DB1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1670
 DB1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1670
 DB1670.The geoid height was determined by GEOID03.
 DB1670
 DB1670;                    North         East     Units Scale Factor Converg.
 DB1670;SPC AZ W     -   167,493.266   136,178.982   MT  1.00000676   -0 26 29.2
 DB1670;SPC AZ W     -   549,518.59    446,781.44   iFT  1.00000676   -0 26 29.2
 DB1670;UTM  11      - 3,599,341.672   728,150.300   MT  1.00024192   +1 18 20.7
 DB1670
 DB1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1670!SPC AZ W     -   0.99999169  x   1.00000676  =   0.99999845
 DB1670!UTM  11      -   0.99999169  x   1.00024192  =   1.00023361
 DB1670
 DB1670                          SUPERSEDED SURVEY CONTROL
 DB1670
 DB1670  NAD 83(1986)-  32 30 28.68651(N)    114 34 17.02512(W) AD(       ) 3
 DB1670  NGVD 29 (04/26/91)   86.5    (m)          284.     (f) VERT ANG    3  
 DB1670
 DB1670.Superseded values are not recommended for survey control.
 DB1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1670.See file dsdata.txt to determine how the superseded data were derived.
 DB1670
 DB1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2815099342(NAD 83)
 DB1670_MARKER: N = NAIL
 DB1670_SETTING: 0 = UNSPECIFIED SETTING
 DB1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1670
 DB1670  HISTORY     - Date     Condition        Report By
 DB1670  HISTORY     - 1964     MONUMENTED       USGS
 DB1670
 DB1670                          STATION DESCRIPTION
 DB1670
 DB1670'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1670'LOCATED ABOUT 450 FT S. OF 1/4 COR SEC 36 T10S R23W.
 DB1670'
 DB1670'TO REACH NOT GIVEN.
 DB1670'
 DB1670'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB ON LOW, SANDY
 DB1670'RISE.
 DB1670'
 DB1670'RMS--NONE SET.
 DB1670'
 DB1670'QC 1N/11S/23W--GENERAL LAND OFFICE BRASS CAP STAMPED---CC 1/4 S1---
 DB1670'ON IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1162 ***********************************************************************
 ES1162  DESIGNATION -  ET 3 JEK
 ES1162  PID         -  ES1162
 ES1162  STATE/COUNTY-  AZ/YAVAPAI
 ES1162  USGS QUAD   -  COOKS MESA (1967)
 ES1162
 ES1162                         *CURRENT SURVEY CONTROL
 ES1162  ___________________________________________________________________
 ES1162* NAD 83(1992)-  34 04 54.59415(N)    111 53 12.66086(W)     ADJUSTED  
 ES1162* NAVD 88     -      1576.5    (meters)    5172.     (feet)  VERTCON   
 ES1162  ___________________________________________________________________
 ES1162  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 ES1162  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 ES1162  HORZ ORDER  -  THIRD
 ES1162
 ES1162.The horizontal coordinates were established by classical geodetic methods
 ES1162.and adjusted by the National Geodetic Survey in August 1993.
 ES1162
 ES1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1162
 ES1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1162
 ES1162.The geoid height was determined by GEOID03.
 ES1162
 ES1162;                    North         East     Units Scale Factor Converg.
 ES1162;SPC AZ C     -   341,730.372   216,111.665   MT  0.99990009   +0 01 00.2
 ES1162;SPC AZ C     - 1,121,162.64    709,027.77   iFT  0.99990009   +0 01 00.2
 ES1162;UTM  12      - 3,771,584.242   418,178.695   MT  0.99968252   -0 29 49.2
 ES1162
 ES1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1162!SPC AZ C     -   0.99975685  x   0.99990009  =   0.99965696
 ES1162!UTM  12      -   0.99975685  x   0.99968252  =   0.99943945
 ES1162
 ES1162                          SUPERSEDED SURVEY CONTROL
 ES1162
 ES1162  NAD 83(1992)-  34 04 54.58892(N)    111 53 12.66546(W) AD(       ) 3
 ES1162  NGVD 29 (10/09/91) 1575.8    (m)         5170.     (f) VERT ANG    3  
 ES1162
 ES1162.Superseded values are not recommended for survey control.
 ES1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1162.See file dsdata.txt to determine how the superseded data were derived.
 ES1162
 ES1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1817971584(NAD 83)
 ES1162_MARKER: DD = SURVEY DISK
 ES1162_SETTING: 80 = SET IN A BOULDER
 ES1162_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1162+STABILITY: SURFACE MOTION
 ES1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1162+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2008
 ES1162
 ES1162  HISTORY     - Date     Condition        Report By
 ES1162  HISTORY     - 1966     MONUMENTED       USGS
 ES1162  HISTORY     - 20080715 GOOD             GEOCAC
 ES1162
 ES1162                          STATION DESCRIPTION
 ES1162
 ES1162'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1162'LOCATED ABOUT 34 MI S. OF CAMP VERDE, 22 MI SE. OF CORDES
 ES1162'JUNCTION, 15 MI E. OF CANYON.  ON NORTHEAST POINT OF MESA.
 ES1162'
 ES1162'REACHED BY HELICOPTER.
 ES1162'
 ES1162'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ET 3 JEK 1966---,
 ES1162'CEMENTED IN DRILL HOLE IN ROCK.
 ES1162'
 ES1162'RMS--NONE SET.
 ES1162
 ES1162                          STATION RECOVERY (2008)
 ES1162
 ES1162'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1671 ***********************************************************************
 DB1671  DESIGNATION -  ET 4
 DB1671  PID         -  DB1671
 DB1671  STATE/COUNTY-  AZ/YUMA
 DB1671  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1671
 DB1671                         *CURRENT SURVEY CONTROL
 DB1671  ___________________________________________________________________
 DB1671* NAD 83(1992)-  32 29 01.66550(N)    114 34 38.89488(W)     ADJUSTED  
 DB1671* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 DB1671  ___________________________________________________________________
 DB1671  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DB1671  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DB1671  HORZ ORDER  -  THIRD
 DB1671
 DB1671.The horizontal coordinates were established by classical geodetic methods
 DB1671.and adjusted by the National Geodetic Survey in August 1993.
 DB1671
 DB1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1671
 DB1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1671
 DB1671.The geoid height was determined by GEOID03.
 DB1671
 DB1671;                    North         East     Units Scale Factor Converg.
 DB1671;SPC AZ W     -   164,817.415   135,587.066   MT  1.00000789   -0 26 39.9
 DB1671;SPC AZ W     -   540,739.55    444,839.46   iFT  1.00000789   -0 26 39.9
 DB1671;UTM  11      - 3,596,648.395   727,640.098   MT  1.00023905   +1 18 05.8
 DB1671
 DB1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1671!SPC AZ W     -   0.99999352  x   1.00000789  =   1.00000141
 DB1671!UTM  11      -   0.99999352  x   1.00023905  =   1.00023257
 DB1671
 DB1671                          SUPERSEDED SURVEY CONTROL
 DB1671
 DB1671  NAD 83(1986)-  32 29 01.67532(N)    114 34 38.90690(W) AD(       ) 3
 DB1671  NGVD 29 (04/26/91)   74.9    (m)          246.     (f) VERT ANG    3  
 DB1671
 DB1671.Superseded values are not recommended for survey control.
 DB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1671.See file dsdata.txt to determine how the superseded data were derived.
 DB1671
 DB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2764096648(NAD 83)
 DB1671_MARKER: N = NAIL
 DB1671_SETTING: 0 = UNSPECIFIED SETTING
 DB1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1671
 DB1671  HISTORY     - Date     Condition        Report By
 DB1671  HISTORY     - 1964     MONUMENTED       USGS
 DB1671
 DB1671                          STATION DESCRIPTION
 DB1671
 DB1671'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1671'LOCATED ABOUT 1.5 MI NW. OF SE COR SEC 13 T11S R22W.  ON TOP OF
 DB1671'SMALL HILL.
 DB1671'
 DB1671'TO REACH TAKE FOUR-WHEEL DRIVE.
 DB1671'
 DB1671'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB DRIVEN IN
 DB1671'GROUND.
 DB1671'
 DB1671'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1163 ***********************************************************************
 ES1163  DESIGNATION -  ET 4 JEK
 ES1163  PID         -  ES1163
 ES1163  STATE/COUNTY-  AZ/YAVAPAI
 ES1163  USGS QUAD   -  BLOODY BASIN (1967)
 ES1163
 ES1163                         *CURRENT SURVEY CONTROL
 ES1163  ___________________________________________________________________
 ES1163* NAD 83(1992)-  34 07 41.33949(N)    111 52 24.05496(W)     ADJUSTED  
 ES1163* NAVD 88     -      1416.1    (meters)    4646.     (feet)  VERTCON   
 ES1163  ___________________________________________________________________
 ES1163  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 ES1163  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 ES1163  HORZ ORDER  -  THIRD
 ES1163
 ES1163.The horizontal coordinates were established by classical geodetic methods
 ES1163.and adjusted by the National Geodetic Survey in August 1993.
 ES1163
 ES1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1163
 ES1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1163
 ES1163.The geoid height was determined by GEOID03.
 ES1163
 ES1163;                    North         East     Units Scale Factor Converg.
 ES1163;SPC AZ C     -   346,868.112   217,355.511   MT  0.99990020   +0 01 27.5
 ES1163;SPC AZ C     - 1,138,018.74    713,108.63   iFT  0.99990020   +0 01 27.5
 ES1163;UTM  12      - 3,776,709.494   419,468.300   MT  0.99967994   -0 29 24.1
 ES1163
 ES1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1163!SPC AZ C     -   0.99978200  x   0.99990020  =   0.99968222
 ES1163!UTM  12      -   0.99978200  x   0.99967994  =   0.99946201
 ES1163
 ES1163                          SUPERSEDED SURVEY CONTROL
 ES1163
 ES1163  NAD 83(1992)-  34 07 41.33427(N)    111 52 24.05860(W) AD(       ) 3
 ES1163  NGVD 29 (10/09/91) 1415.4    (m)         4644.     (f) VERT ANG    3  
 ES1163
 ES1163.Superseded values are not recommended for survey control.
 ES1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1163.See file dsdata.txt to determine how the superseded data were derived.
 ES1163
 ES1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1946876709(NAD 83)
 ES1163_MARKER: DD = SURVEY DISK
 ES1163_SETTING: 80 = SET IN A BOULDER
 ES1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1163+STABILITY: SURFACE MOTION
 ES1163
 ES1163  HISTORY     - Date     Condition        Report By
 ES1163  HISTORY     - 1966     MONUMENTED       USGS
 ES1163
 ES1163                          STATION DESCRIPTION
 ES1163
 ES1163'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1163'LOCATED ABOUT 17.5 MI SSE. OF DUGAS RANCH, 5.5 MI W. OF DAGAR
 ES1163'RANCH, ABOUT 3 MI WNW. OF WEST CEDAR MTN., ABOUT 3 MI N. OF LIME
 ES1163'CREEK.  ON MIDDLE TOP OF LONG, N.-S. RIDGE.
 ES1163'
 ES1163'REACHED BY HELICOPTER.
 ES1163'
 ES1163'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ET 4 JEK---, SET
 ES1163'IN LARGE ROCK.
 ES1163'
 ES1163'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1672 ***********************************************************************
 DB1672  DESIGNATION -  ET 5
 DB1672  PID         -  DB1672
 DB1672  STATE/COUNTY-  AZ/YUMA
 DB1672  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1672
 DB1672                         *CURRENT SURVEY CONTROL
 DB1672  ___________________________________________________________________
 DB1672* NAD 83(1992)-  32 26 28.51944(N)    114 33 45.10826(W)     ADJUSTED  
 DB1672* NAVD 88     -       214.0    (meters)     702.     (feet)  VERTCON   
 DB1672  ___________________________________________________________________
 DB1672  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DB1672  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DB1672  HORZ ORDER  -  THIRD
 DB1672
 DB1672.The horizontal coordinates were established by classical geodetic methods
 DB1672.and adjusted by the National Geodetic Survey in August 1993.
 DB1672
 DB1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1672
 DB1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1672
 DB1672.The geoid height was determined by GEOID03.
 DB1672
 DB1672;                    North         East     Units Scale Factor Converg.
 DB1672;SPC AZ W     -   160,089.198   136,955.456   MT  1.00000529   -0 26 09.2
 DB1672;SPC AZ W     -   525,227.03    449,328.92   iFT  1.00000529   -0 26 09.2
 DB1672;UTM  11      - 3,591,962.932   729,152.193   MT  1.00024758   +1 18 29.2
 DB1672
 DB1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1672!SPC AZ W     -   0.99997181  x   1.00000529  =   0.99997710
 DB1672!UTM  11      -   0.99997181  x   1.00024758  =   1.00021938
 DB1672
 DB1672                          SUPERSEDED SURVEY CONTROL
 DB1672
 DB1672  NAD 83(1986)-  32 26 28.52861(N)    114 33 45.12248(W) AD(       ) 3
 DB1672  NGVD 29 (04/26/91)  213.3    (m)          700.     (f) VERT ANG    3  
 DB1672
 DB1672.Superseded values are not recommended for survey control.
 DB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1672.See file dsdata.txt to determine how the superseded data were derived.
 DB1672
 DB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2915291963(NAD 83)
 DB1672_MARKER: N = NAIL
 DB1672_SETTING: 0 = UNSPECIFIED SETTING
 DB1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1672
 DB1672  HISTORY     - Date     Condition        Report By
 DB1672  HISTORY     - 1964     MONUMENTED       USGS
 DB1672
 DB1672                          STATION DESCRIPTION
 DB1672
 DB1672'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1672'LOCATED 1.2 MI N. OF NE COR T12S R22W.  ON SLIGHT RISE IN SANDY
 DB1672'AND BRUSHY AREA.
 DB1672'
 DB1672'TO REACH TAKE FOUR-WHEEL DRIVE.
 DB1672'
 DB1672'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB.
 DB1672'
 DB1672'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1164 ***********************************************************************
 ES1164  DESIGNATION -  ET 5 JEK
 ES1164  PID         -  ES1164
 ES1164  STATE/COUNTY-  AZ/YAVAPAI
 ES1164  USGS QUAD   -  ROVER PEAK (1967)
 ES1164
 ES1164                         *CURRENT SURVEY CONTROL
 ES1164  ___________________________________________________________________
 ES1164* NAD 83(1992)-  34 06 52.58455(N)    111 49 11.45396(W)     ADJUSTED  
 ES1164* NAVD 88     -      1673.7    (meters)    5491.     (feet)  VERTCON   
 ES1164  ___________________________________________________________________
 ES1164  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 ES1164  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 ES1164  HORZ ORDER  -  THIRD
 ES1164
 ES1164.The horizontal coordinates were established by classical geodetic methods
 ES1164.and adjusted by the National Geodetic Survey in August 1993.
 ES1164
 ES1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1164
 ES1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1164
 ES1164.The geoid height was determined by GEOID03.
 ES1164
 ES1164;                    North         East     Units Scale Factor Converg.
 ES1164;SPC AZ C     -   345,369.392   222,291.620   MT  0.99990098   +0 03 15.5
 ES1164;SPC AZ C     - 1,133,101.68    729,303.22   iFT  0.99990098   +0 03 15.5
 ES1164;UTM  12      - 3,775,166.881   424,389.650   MT  0.99967047   -0 27 35.4
 ES1164
 ES1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1164!SPC AZ C     -   0.99974160  x   0.99990098  =   0.99964260
 ES1164!UTM  12      -   0.99974160  x   0.99967047  =   0.99941215
 ES1164
 ES1164                          SUPERSEDED SURVEY CONTROL
 ES1164
 ES1164  NAD 83(1992)-  34 06 52.58030(N)    111 49 11.45701(W) AD(       ) 3
 ES1164  NGVD 29 (10/09/91) 1673.0    (m)         5489.     (f) VERT ANG    3  
 ES1164
 ES1164.Superseded values are not recommended for survey control.
 ES1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1164.See file dsdata.txt to determine how the superseded data were derived.
 ES1164
 ES1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2439075167(NAD 83)
 ES1164_MARKER: DD = SURVEY DISK
 ES1164_SETTING: 0 = UNSPECIFIED SETTING
 ES1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1164+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2008
 ES1164
 ES1164  HISTORY     - Date     Condition        Report By
 ES1164  HISTORY     - 1966     MONUMENTED       USGS
 ES1164  HISTORY     - 20080929 GOOD             GEOCAC
 ES1164
 ES1164                          STATION DESCRIPTION
 ES1164
 ES1164'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1164'LOCATED 2.8 MI S. OF TRIANGULATION STATION BLOODY, ABOUT 2 MI NW.
 ES1164'OF EAST CEDAR MTN.  ON HIGH, PROMINENT PEAK CALLED WEST CEDAR.
 ES1164'
 ES1164'REACHED BY HELICOPTER.
 ES1164'
 ES1164'STATION MARK--STANDARD TABLET STAMPED---ET 5 JEK 1966---.
 ES1164'
 ES1164'RMS--NONE SET.
 ES1164
 ES1164                          STATION RECOVERY (2008)
 ES1164
 ES1164'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES1164'RECOVERED IN GOOD CONDITION. TO REACH WITHOUT HELICOPTER, FROM
 ES1164'JUNCTION OF FS ROAD 24 AND FS
 ES1164'ROAD 612 AT N 34 06.602' W 111 50.926', PACK EAST ON FS ROAD 612 TO
 ES1164'POWER LINES, THEN PACK
 ES1164'CROSS COUNTRY EAST UP PROMINENT RIDGE TO SUMMIT. A 2 MILE, 1 HOUR 15
 ES1164'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1673 ***********************************************************************
 DB1673  DESIGNATION -  ET 6
 DB1673  PID         -  DB1673
 DB1673  STATE/COUNTY-  AZ/YUMA
 DB1673  USGS QUAD   -  GADSDEN (1973)
 DB1673
 DB1673                         *CURRENT SURVEY CONTROL
 DB1673  ___________________________________________________________________
 DB1673* NAD 83(1992)-  32 29 58.82569(N)    114 46 57.69224(W)     ADJUSTED  
 DB1673* NAVD 88     -        44.8    (meters)     147.     (feet)  VERTCON   
 DB1673  ___________________________________________________________________
 DB1673  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DB1673  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DB1673  HORZ ORDER  -  THIRD
 DB1673
 DB1673.The horizontal coordinates were established by classical geodetic methods
 DB1673.and adjusted by the National Geodetic Survey in August 1993.
 DB1673
 DB1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1673
 DB1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1673
 DB1673.The geoid height was determined by GEOID03.
 DB1673
 DB1673;                    North         East     Units Scale Factor Converg.
 DB1673;SPC AZ W     -   166,746.380   116,314.806   MT  1.00004943   -0 33 17.7
 DB1673;SPC AZ W     -   547,068.18    381,610.26   iFT  1.00004943   -0 33 17.7
 DB1673;UTM  11      - 3,597,989.356   708,314.943   MT  1.00013514   +1 11 30.4
 DB1673
 DB1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1673!SPC AZ W     -   0.99999839  x   1.00004943  =   1.00004782
 DB1673!UTM  11      -   0.99999839  x   1.00013514  =   1.00013353
 DB1673
 DB1673                          SUPERSEDED SURVEY CONTROL
 DB1673
 DB1673  NAD 83(1986)-  32 29 58.83997(N)    114 46 57.70247(W) AD(       ) 3
 DB1673  NGVD 29 (04/26/91)   44.1    (m)          145.     (f) VERT ANG    3  
 DB1673
 DB1673.Superseded values are not recommended for survey control.
 DB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1673.See file dsdata.txt to determine how the superseded data were derived.
 DB1673
 DB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0831597989(NAD 83)
 DB1673_MARKER: N = NAIL
 DB1673_SETTING: 0 = UNSPECIFIED SETTING
 DB1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1673
 DB1673  HISTORY     - Date     Condition        Report By
 DB1673  HISTORY     - 1964     MONUMENTED       USGS
 DB1673
 DB1673                          STATION DESCRIPTION
 DB1673
 DB1673'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1673'LOCATED ABOUT 1 MI N. OF SAN LUIS, MEXICO, ABOUT 0.5 MI E. OF US
 DB1673'HWY. 95.  ON SANDY RIDGE OVERLOOKING FARMLAND TO N.
 DB1673'
 DB1673'TO REACH DRIVE TO STATION.
 DB1673'
 DB1673'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2 HUB.
 DB1673'
 DB1673'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1674 ***********************************************************************
 DB1674  DESIGNATION -  ET 7
 DB1674  PID         -  DB1674
 DB1674  STATE/COUNTY-  AZ/YUMA
 DB1674  USGS QUAD   -  YUMA WEST (1979)
 DB1674
 DB1674                         *CURRENT SURVEY CONTROL
 DB1674  ___________________________________________________________________
 DB1674* NAD 83(1992)-  32 37 32.87529(N)    114 37 58.22138(W)     ADJUSTED  
 DB1674* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 DB1674  ___________________________________________________________________
 DB1674  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DB1674  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DB1674  HORZ ORDER  -  THIRD
 DB1674
 DB1674.The horizontal coordinates were established by classical geodetic methods
 DB1674.and adjusted by the National Geodetic Survey in August 1993.
 DB1674
 DB1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1674
 DB1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1674
 DB1674.The geoid height was determined by GEOID03.
 DB1674
 DB1674;                    North         East     Units Scale Factor Converg.
 DB1674;SPC AZ W     -   180,606.491   130,513.461   MT  1.00001794   -0 28 33.6
 DB1674;SPC AZ W     -   592,540.98    428,193.77   iFT  1.00001794   -0 28 33.6
 DB1674;UTM  11      - 3,612,278.516   722,085.676   MT  1.00020823   +1 16 36.4
 DB1674
 DB1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1674!SPC AZ W     -   0.99999675  x   1.00001794  =   1.00001469
 DB1674!UTM  11      -   0.99999675  x   1.00020823  =   1.00020498
 DB1674
 DB1674                          SUPERSEDED SURVEY CONTROL
 DB1674
 DB1674  NAD 83(1986)-  32 37 32.88873(N)    114 37 58.22942(W) AD(       ) 3
 DB1674  NGVD 29 (04/26/91)   54.0    (m)          177.     (f) VERT ANG    3  
 DB1674
 DB1674.Superseded values are not recommended for survey control.
 DB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1674.See file dsdata.txt to determine how the superseded data were derived.
 DB1674
 DB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2208612279(NAD 83)
 DB1674_MARKER: N = NAIL
 DB1674_SETTING: 0 = UNSPECIFIED SETTING
 DB1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1674
 DB1674  HISTORY     - Date     Condition        Report By
 DB1674  HISTORY     - 1964     MONUMENTED       USGS
 DB1674  HISTORY     - 20070616 MARK NOT FOUND   GEOCAC
 DB1674
 DB1674                          STATION DESCRIPTION
 DB1674
 DB1674'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1674'LOCATED 1 MI W. OF STATION 1-13A.  IN SOUTHWEST CORNER OF T-RD.
 DB1674'INTERSECTION.
 DB1674'
 DB1674'TO REACH NOT GIVEN.
 DB1674'
 DB1674'STATION MARK--BRASS NAIL AND WASHER IN TOP OF 2 X 2 WOODEN HUB.
 DB1674'
 DB1674'RMS--NONE SET.
 DB1674
 DB1674                          STATION RECOVERY (2007)
 DB1674
 DB1674'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1674'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT INTO THE PAVED
 DB1674'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1675 ***********************************************************************
 DB1675  DESIGNATION -  ET 8
 DB1675  PID         -  DB1675
 DB1675  STATE/COUNTY-  AZ/YUMA
 DB1675  USGS QUAD   -  YUMA EAST (1994)
 DB1675
 DB1675                         *CURRENT SURVEY CONTROL
 DB1675  ___________________________________________________________________
 DB1675* NAD 83(1992)-  32 37 33.55039(N)    114 36 08.79018(W)     ADJUSTED  
 DB1675* NAVD 88     -        62.8    (meters)     206.     (feet)  VERTCON   
 DB1675  ___________________________________________________________________
 DB1675  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DB1675  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DB1675  HORZ ORDER  -  THIRD
 DB1675
 DB1675.The horizontal coordinates were established by classical geodetic methods
 DB1675.and adjusted by the National Geodetic Survey in August 1993.
 DB1675
 DB1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1675
 DB1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1675
 DB1675.The geoid height was determined by GEOID03.
 DB1675
 DB1675;                    North         East     Units Scale Factor Converg.
 DB1675;SPC AZ W     -   180,603.995   133,366.256   MT  1.00001221   -0 27 34.6
 DB1675;SPC AZ W     -   592,532.79    437,553.33   iFT  1.00001221   -0 27 34.6
 DB1675;UTM  11      - 3,612,363.298   724,937.785   MT  1.00022395   +1 17 35.5
 DB1675
 DB1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1675!SPC AZ W     -   0.99999548  x   1.00001221  =   1.00000769
 DB1675!UTM  11      -   0.99999548  x   1.00022395  =   1.00021943
 DB1675
 DB1675                          SUPERSEDED SURVEY CONTROL
 DB1675
 DB1675  NAD 83(1986)-  32 37 33.56302(N)    114 36 08.79807(W) AD(       ) 3
 DB1675  NGVD 29 (04/26/91)   62.1    (m)          204.     (f) VERT ANG    3  
 DB1675
 DB1675.Superseded values are not recommended for survey control.
 DB1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1675.See file dsdata.txt to determine how the superseded data were derived.
 DB1675
 DB1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2493812363(NAD 83)
 DB1675_MARKER: I = METAL ROD
 DB1675_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DB1675_SP_SET: OBJECT DRIVEN INTO GROUND
 DB1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1675
 DB1675  HISTORY     - Date     Condition        Report By
 DB1675  HISTORY     - 1964     MONUMENTED       USGS
 DB1675  HISTORY     - 20070616 MARK NOT FOUND   GEOCAC
 DB1675
 DB1675                          STATION DESCRIPTION
 DB1675
 DB1675'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1675'LOCATED ABOUT 0.5 MI W. OF SW COR SEC 22 T9S R23E.  ON NORTH SIDE
 DB1675'OF RD., SW. OF DITCH CORNER, 3 FT E. OF POWER POLE 4K 77.
 DB1675'
 DB1675'TO REACH NOT GIVEN.
 DB1675'
 DB1675'STATION MARK--1/2-INCH WELDING ROD DRIVEN IN GROUND AND
 DB1675'PROJECTING 0.2 FT.
 DB1675'
 DB1675'RMS--NONE SET.
 DB1675
 DB1675                          STATION RECOVERY (2007)
 DB1675
 DB1675'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1675'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO AN AREA NEAR
 DB1675'A RECENTLY REPAIRED CONCRETE IRRIGATION DITCH, AND POWER POLE 4K 77
 DB1675'WAS NOT OBVIOUS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0583 ***********************************************************************
 GP0583  DESIGNATION -  ET A 1
 GP0583  PID         -  GP0583
 GP0583  STATE/COUNTY-  AZ/COCONINO
 GP0583  USGS QUAD   -  PAGE (1985)
 GP0583
 GP0583                         *CURRENT SURVEY CONTROL
 GP0583  ___________________________________________________________________
 GP0583* NAD 83(1992)-  36 57 21.54255(N)    111 27 15.08364(W)     ADJUSTED  
 GP0583* NAVD 88     -      1192.6    (meters)    3913.     (feet)  VERTCON   
 GP0583  ___________________________________________________________________
 GP0583  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GP0583  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0583  HORZ ORDER  -  THIRD
 GP0583
 GP0583.The horizontal coordinates were established by classical geodetic methods
 GP0583.and adjusted by the National Geodetic Survey in August 1993.
 GP0583
 GP0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0583
 GP0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0583
 GP0583.The geoid height was determined by GEOID03.
 GP0583
 GP0583;                    North         East     Units Scale Factor Converg.
 GP0583;SPC AZ C     -   660,685.750   254,545.553   MT  0.99992089   +0 16 41.0
 GP0583;SPC AZ C     - 2,167,604.17    835,123.21   iFT  0.99992089   +0 16 41.0
 GP0583;UTM  12      - 4,090,085.910   459,564.568   MT  0.99962014   -0 16 23.0
 GP0583
 GP0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0583!SPC AZ C     -   0.99981656  x   0.99992089  =   0.99973747
 GP0583!UTM  12      -   0.99981656  x   0.99962014  =   0.99943677
 GP0583
 GP0583:                Primary Azimuth Mark                     Grid Az
 GP0583:SPC AZ C     -  ANTELOPE                                 218 32 30.0
 GP0583:UTM  12      -  ANTELOPE                                 219 05 34.0
 GP0583
 GP0583|---------------------------------------------------------------------|
 GP0583| PID    Reference Object                     Distance      Geod. Az  |
 GP0583|                                                           dddmmss.s |
 GP0583| GP0570 ANTELOPE                            APPROX. 2.3 KM 2184911.0 |
 GP0583|---------------------------------------------------------------------|
 GP0583
 GP0583                          SUPERSEDED SURVEY CONTROL
 GP0583
 GP0583  NAD 83(1986)-  36 57 21.53752(N)    111 27 15.08472(W) AD(       ) 3
 GP0583  NAD 27      -  36 57 21.58050(N)    111 27 12.51973(W) AD(       ) 3
 GP0583  NGVD 29 (07/19/86) 1191.7    (m)         3910.     (f) VERT ANG    3  
 GP0583
 GP0583.Superseded values are not recommended for survey control.
 GP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0583.See file dsdata.txt to determine how the superseded data were derived.
 GP0583
 GP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5956590086(NAD 83)
 GP0583_MARKER: DD = SURVEY DISK
 GP0583_SETTING: 66 = SET IN ROCK OUTCROP
 GP0583_SP_SET: SET IN ROCK OUTCROP
 GP0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0583+STABILITY: POSITION/ELEVATION WELL
 GP0583
 GP0583  HISTORY     - Date     Condition        Report By
 GP0583  HISTORY     - 1959     MONUMENTED       USGS
 GP0583
 GP0583                          STATION DESCRIPTION
 GP0583
 GP0583'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0583'LOCATED ABOUT 2 MI. NE. OF GLEN CANYON DAM, 1.8 MI. E. OF THE
 GP0583'JUNCTION OF WAHWEAP CREEK AND THE COLORADO RIVER, AND 0.5 MI. W.
 GP0583'OF THE COLORADO RIVER, AT THE HIGHEST POINT ON A ROCKY TOP.
 GP0583'
 GP0583'STATION REACHED BY HELICOPTER.
 GP0583'
 GP0583'STATION MARK--STANDARD TABLET, STAMPED ---ET A 1 1959---, SET IN
 GP0583'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0562 ***********************************************************************
 GP0562  DESIGNATION -  ET A 10
 GP0562  PID         -  GP0562
 GP0562  STATE/COUNTY-  AZ/COCONINO
 GP0562  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0562
 GP0562                         *CURRENT SURVEY CONTROL
 GP0562  ___________________________________________________________________
 GP0562* NAD 83(1992)-  36 56 48.44996(N)    111 20 00.52060(W)     ADJUSTED  
 GP0562* NAVD 88     -      1354.8    (meters)    4445.     (feet)  VERTCON   
 GP0562  ___________________________________________________________________
 GP0562  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 GP0562  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0562  HORZ ORDER  -  THIRD
 GP0562
 GP0562.The horizontal coordinates were established by classical geodetic methods
 GP0562.and adjusted by the National Geodetic Survey in November 1997.
 GP0562
 GP0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0562
 GP0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0562
 GP0562.The geoid height was determined by GEOID03.
 GP0562
 GP0562;                    North         East     Units Scale Factor Converg.
 GP0562;SPC AZ C     -   659,724.673   265,301.809   MT  0.99993323   +0 21 02.0
 GP0562;SPC AZ C     - 2,164,451.03    870,412.76   iFT  0.99993323   +0 21 02.0
 GP0562;UTM  12      - 4,089,021.761   470,307.735   MT  0.99961086   -0 12 01.6
 GP0562
 GP0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0562!SPC AZ C     -   0.99979112  x   0.99993323  =   0.99972436
 GP0562!UTM  12      -   0.99979112  x   0.99961086  =   0.99940206
 GP0562
 GP0562:                Primary Azimuth Mark                     Grid Az
 GP0562:SPC AZ C     -  ET A 6                                   300 34 46.5
 GP0562:UTM  12      -  ET A 6                                   301 07 50.1
 GP0562
 GP0562|---------------------------------------------------------------------|
 GP0562| PID    Reference Object                     Distance      Geod. Az  |
 GP0562|                                                           dddmmss.s |
 GP0562| GP0564 ET A 6                              APPROX. 2.6 KM 3005548.5 |
 GP0562|---------------------------------------------------------------------|
 GP0562
 GP0562                          SUPERSEDED SURVEY CONTROL
 GP0562
 GP0562  NAD 83(1992)-  36 56 48.44844(N)    111 20 00.51891(W) AD(       ) 3
 GP0562  NAD 83(1986)-  36 56 48.44379(N)    111 20 00.51859(W) AD(       ) 3
 GP0562  NAD 27      -  36 56 48.47673(N)    111 19 57.96888(W) AD(       ) 3
 GP0562  NGVD 29 (07/19/86) 1353.8    (m)         4442.     (f) VERT ANG    3  
 GP0562
 GP0562.Superseded values are not recommended for survey control.
 GP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0562.See file dsdata.txt to determine how the superseded data were derived.
 GP0562
 GP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7030889022(NAD 83)
 GP0562_MARKER: DD = SURVEY DISK
 GP0562_SETTING: 66 = SET IN ROCK OUTCROP
 GP0562_SP_SET: SET IN ROCK OUTCROP
 GP0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0562+STABILITY: POSITION/ELEVATION WELL
 GP0562
 GP0562  HISTORY     - Date     Condition        Report By
 GP0562  HISTORY     - 1959     MONUMENTED       USGS
 GP0562
 GP0562                          STATION DESCRIPTION
 GP0562
 GP0562'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0562'LOCATED ABOUT 8.2 MI. E. OF GLEN CANYON DAM ON THE HIGH GROUND ON
 GP0562'THE W. SIDE OF NAVAJO CREEK 3.2 MI. ABOVE ITS JUNCTION WITH THE
 GP0562'COLORADO RIVER.
 GP0562'
 GP0562'STATION REACHED BY HELICOPTER.
 GP0562'
 GP0562'STATION MARK--STANDARD TABLET, STAMPED ---ET A 10 1959---, CEMENTED
 GP0562'IN FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0561 ***********************************************************************
 GP0561  DESIGNATION -  ET A 11
 GP0561  PID         -  GP0561
 GP0561  STATE/COUNTY-  AZ/COCONINO
 GP0561  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0561
 GP0561                         *CURRENT SURVEY CONTROL
 GP0561  ___________________________________________________________________
 GP0561* NAD 83(1992)-  36 55 10.95862(N)    111 19 46.76915(W)     ADJUSTED  
 GP0561* NAVD 88     -      1408.4    (meters)    4621.     (feet)  VERTCON   
 GP0561  ___________________________________________________________________
 GP0561  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GP0561  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 GP0561  HORZ ORDER  -  THIRD
 GP0561
 GP0561.The horizontal coordinates were established by classical geodetic methods
 GP0561.and adjusted by the National Geodetic Survey in November 1997.
 GP0561
 GP0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0561
 GP0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0561
 GP0561.The geoid height was determined by GEOID03.
 GP0561
 GP0561;                    North         East     Units Scale Factor Converg.
 GP0561;SPC AZ C     -   656,721.674   265,660.528   MT  0.99993369   +0 21 09.4
 GP0561;SPC AZ C     - 2,154,598.67    871,589.66   iFT  0.99993369   +0 21 09.4
 GP0561;UTM  12      - 4,086,016.422   470,637.462   MT  0.99961062   -0 11 52.9
 GP0561
 GP0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0561!SPC AZ C     -   0.99978270  x   0.99993369  =   0.99971640
 GP0561!UTM  12      -   0.99978270  x   0.99961062  =   0.99939340
 GP0561
 GP0561:                Primary Azimuth Mark                     Grid Az
 GP0561:SPC AZ C     -  ET A 10                                  353 11 17.6
 GP0561:UTM  12      -  ET A 10                                  353 44 19.9
 GP0561
 GP0561|---------------------------------------------------------------------|
 GP0561| PID    Reference Object                     Distance      Geod. Az  |
 GP0561|                                                           dddmmss.s |
 GP0561| GP0562 ET A 10                             APPROX. 3.0 KM 3533227.0 |
 GP0561|---------------------------------------------------------------------|
 GP0561
 GP0561                          SUPERSEDED SURVEY CONTROL
 GP0561
 GP0561  NAD 83(1992)-  36 55 10.95733(N)    111 19 46.76748(W) AD(       ) 3
 GP0561  NAD 83(1986)-  36 55 10.95300(N)    111 19 46.76766(W) AD(       ) 3
 GP0561  NAD 27      -  36 55 10.98431(N)    111 19 44.22113(W) AD(       ) 3
 GP0561  NGVD 29 (07/19/86) 1407.4    (m)         4617.     (f) VERT ANG    3  
 GP0561
 GP0561.Superseded values are not recommended for survey control.
 GP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0561.See file dsdata.txt to determine how the superseded data were derived.
 GP0561
 GP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7063786016(NAD 83)
 GP0561_MARKER: DD = SURVEY DISK
 GP0561_SETTING: 66 = SET IN ROCK OUTCROP
 GP0561_SP_SET: SET IN ROCK OUTCROP
 GP0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0561+STABILITY: POSITION/ELEVATION WELL
 GP0561
 GP0561  HISTORY     - Date     Condition        Report By
 GP0561  HISTORY     - 1959     MONUMENTED       USGS
 GP0561
 GP0561                          STATION DESCRIPTION
 GP0561
 GP0561'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0561'LOCATED ABOUT 8.7 MI. E-SE. OF GLEN CANYON DAM, 4.5 MI. SE. OF THE
 GP0561'COLORADO RIVER AND 0.7 MI. SW. OF NAVAJO CREEK, ON A BROAD POINT
 GP0561'OVERLOOKING NAVAJO CREEK.
 GP0561'
 GP0561'STATION REACHED BY HELICOPTER.
 GP0561'
 GP0561'STATION MARK--STANDARD TABLET, STAMPED ---ET A 11 1959---, CEMENTED
 GP0561'IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0560 ***********************************************************************
 GP0560  DESIGNATION -  ET A 12
 GP0560  PID         -  GP0560
 GP0560  STATE/COUNTY-  AZ/COCONINO
 GP0560  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0560
 GP0560                         *CURRENT SURVEY CONTROL
 GP0560  ___________________________________________________________________
 GP0560* NAD 83(1992)-  36 53 48.92983(N)    111 17 34.42478(W)     ADJUSTED  
 GP0560* NAVD 88     -      1467.5    (meters)    4815.     (feet)  VERTCON   
 GP0560  ___________________________________________________________________
 GP0560  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 GP0560  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 GP0560  HORZ ORDER  -  THIRD
 GP0560
 GP0560.The horizontal coordinates were established by classical geodetic methods
 GP0560.and adjusted by the National Geodetic Survey in November 1997.
 GP0560
 GP0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0560
 GP0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0560
 GP0560.The geoid height was determined by GEOID03.
 GP0560
 GP0560;                    North         East     Units Scale Factor Converg.
 GP0560;SPC AZ C     -   654,214.002   268,952.497   MT  0.99993806   +0 22 28.2
 GP0560;SPC AZ C     - 2,146,371.40    882,390.08   iFT  0.99993806   +0 22 28.2
 GP0560;UTM  12      - 4,083,478.066   473,904.119   MT  0.99960839   -0 10 33.1
 GP0560
 GP0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0560!SPC AZ C     -   0.99977341  x   0.99993806  =   0.99971149
 GP0560!UTM  12      -   0.99977341  x   0.99960839  =   0.99938189
 GP0560
 GP0560:                Primary Azimuth Mark                     Grid Az
 GP0560:SPC AZ C     -  ET A 25                                  068 25 57.5
 GP0560:UTM  12      -  ET A 25                                  068 58 58.8
 GP0560
 GP0560|---------------------------------------------------------------------|
 GP0560| PID    Reference Object                     Distance      Geod. Az  |
 GP0560|                                                           dddmmss.s |
 GP0560| GP0557 ET A 25                             APPROX. 2.4 KM 0684825.7 |
 GP0560|---------------------------------------------------------------------|
 GP0560
 GP0560                          SUPERSEDED SURVEY CONTROL
 GP0560
 GP0560  NAD 83(1992)-  36 53 48.92872(N)    111 17 34.42387(W) AD(       ) 3
 GP0560  NAD 83(1986)-  36 53 48.92383(N)    111 17 34.42588(W) AD(       ) 3
 GP0560  NAD 27      -  36 53 48.95201(N)    111 17 31.88650(W) AD(       ) 3
 GP0560  NGVD 29 (07/19/86) 1466.5    (m)         4811.     (f) VERT ANG    3  
 GP0560
 GP0560.Superseded values are not recommended for survey control.
 GP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0560.See file dsdata.txt to determine how the superseded data were derived.
 GP0560
 GP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7390483478(NAD 83)
 GP0560_MARKER: DD = SURVEY DISK
 GP0560_SETTING: 66 = SET IN ROCK OUTCROP
 GP0560_SP_SET: SET IN ROCK OUTCROP
 GP0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0560+STABILITY: POSITION/ELEVATION WELL
 GP0560
 GP0560  HISTORY     - Date     Condition        Report By
 GP0560  HISTORY     - 1959     MONUMENTED       USGS
 GP0560
 GP0560                          STATION DESCRIPTION
 GP0560
 GP0560'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0560'LOCATED ABOUT 11.0 MI. SE. OF GLEN CANYON DAM, 0.5 MI. SW. OF NAVAJO
 GP0560'CREEK AT A POINT ABOUT 7.0 MI. ABOVE ITS CONFLUENCE WITH THE
 GP0560'COLORADO RIVER.
 GP0560'
 GP0560'STATION REACHED BY HELICOPTER.
 GP0560'
 GP0560'STATION MARK--STANDARD TABLET, STAMPED ---ET A 12 1959---, CEMENTED
 GP0560'IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0566 ***********************************************************************
 GP0566  DESIGNATION -  ET A 13
 GP0566  PID         -  GP0566
 GP0566  STATE/COUNTY-  AZ/COCONINO
 GP0566  USGS QUAD   -  LECHE-E ROCK (1985)
 GP0566
 GP0566                         *CURRENT SURVEY CONTROL
 GP0566  ___________________________________________________________________
 GP0566* NAD 83(1992)-  36 51 38.92782(N)    111 15 25.03794(W)     ADJUSTED  
 GP0566* NAVD 88     -      1539.4    (meters)    5051.     (feet)  VERTCON   
 GP0566  ___________________________________________________________________
 GP0566  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GP0566  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0566  HORZ ORDER  -  THIRD
 GP0566
 GP0566.The horizontal coordinates were established by classical geodetic methods
 GP0566.and adjusted by the National Geodetic Survey in November 1997.
 GP0566
 GP0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0566
 GP0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0566
 GP0566.The geoid height was determined by GEOID03.
 GP0566
 GP0566;                    North         East     Units Scale Factor Converg.
 GP0566;SPC AZ C     -   650,228.363   272,183.386   MT  0.99994261   +0 23 44.7
 GP0566;SPC AZ C     - 2,133,295.15    892,990.11   iFT  0.99994261   +0 23 44.7
 GP0566;UTM  12      - 4,079,462.926   477,095.529   MT  0.99960646   -0 09 14.9
 GP0566
 GP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0566!SPC AZ C     -   0.99976212  x   0.99994261  =   0.99970474
 GP0566!UTM  12      -   0.99976212  x   0.99960646  =   0.99936867
 GP0566
 GP0566:                Primary Azimuth Mark                     Grid Az
 GP0566:SPC AZ C     -  ET A 17                                  051 13 55.0
 GP0566:UTM  12      -  ET A 17                                  051 46 54.6
 GP0566
 GP0566|---------------------------------------------------------------------|
 GP0566| PID    Reference Object                     Distance      Geod. Az  |
 GP0566|                                                           dddmmss.s |
 GP0566| GP0550 ET A 17                             APPROX. 4.5 KM 0513739.7 |
 GP0566|---------------------------------------------------------------------|
 GP0566
 GP0566                          SUPERSEDED SURVEY CONTROL
 GP0566
 GP0566  NAD 83(1992)-  36 51 38.92704(N)    111 15 25.03677(W) AD(       ) 3
 GP0566  NAD 83(1986)-  36 51 38.92049(N)    111 15 25.04043(W) AD(       ) 3
 GP0566  NAD 27      -  36 51 38.94721(N)    111 15 22.50546(W) AD(       ) 3
 GP0566  NGVD 29 (07/19/86) 1538.4    (m)         5047.     (f) VERT ANG    3  
 GP0566
 GP0566.Superseded values are not recommended for survey control.
 GP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0566.See file dsdata.txt to determine how the superseded data were derived.
 GP0566
 GP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7709679463(NAD 83)
 GP0566_MARKER: DD = SURVEY DISK
 GP0566_SETTING: 66 = SET IN ROCK OUTCROP
 GP0566_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0566+STABILITY: POSITION/ELEVATION WELL
 GP0566
 GP0566  HISTORY     - Date     Condition        Report By
 GP0566  HISTORY     - 1959     MONUMENTED       USGS
 GP0566
 GP0566                          STATION DESCRIPTION
 GP0566
 GP0566'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0566'LOCATED ABOUT 13.5 MI. SE. OF GLEN CANYON DAM AND 3.0 MI. E. OF
 GP0566'LECHE-E ROCK, ON THE NE. END OF A LOW, NARROW RIDGE.
 GP0566'
 GP0566'STATION REACHED BY HELICOPTER.
 GP0566'
 GP0566'STATION MARK--STANDARD TABLET, STAMPED ---ET A 13 1959---, CEMENTED
 GP0566'IN DRILL HOLE IN SOLID OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0545 ***********************************************************************
 GP0545  DESIGNATION -  ET A 14
 GP0545  PID         -  GP0545
 GP0545  STATE/COUNTY-  AZ/COCONINO
 GP0545  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0545
 GP0545                         *CURRENT SURVEY CONTROL
 GP0545  ___________________________________________________________________
 GP0545* NAD 83(1992)-  36 50 09.03373(N)    111 14 30.79133(W)     ADJUSTED  
 GP0545* NAVD 88     -      1506.7    (meters)    4943.     (feet)  VERTCON   
 GP0545  ___________________________________________________________________
 GP0545  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GP0545  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 GP0545  HORZ ORDER  -  THIRD
 GP0545
 GP0545.The horizontal coordinates were established by classical geodetic methods
 GP0545.and adjusted by the National Geodetic Survey in November 1997.
 GP0545
 GP0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0545
 GP0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0545
 GP0545.The geoid height was determined by GEOID03.
 GP0545
 GP0545;                    North         East     Units Scale Factor Converg.
 GP0545;SPC AZ C     -   647,466.867   273,546.562   MT  0.99994461   +0 24 16.4
 GP0545;SPC AZ C     - 2,124,235.13    897,462.47   iFT  0.99994461   +0 24 16.4
 GP0545;UTM  12      - 4,076,689.415   478,431.695   MT  0.99960573   -0 08 42.1
 GP0545
 GP0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0545!SPC AZ C     -   0.99976723  x   0.99994461  =   0.99971185
 GP0545!UTM  12      -   0.99976723  x   0.99960573  =   0.99937305
 GP0545
 GP0545:                Primary Azimuth Mark                     Grid Az
 GP0545:SPC AZ C     -  ET A 41                                  115 58 02.1
 GP0545:UTM  12      -  ET A 41                                  116 31 00.6
 GP0545
 GP0545|---------------------------------------------------------------------|
 GP0545| PID    Reference Object                     Distance      Geod. Az  |
 GP0545|                                                           dddmmss.s |
 GP0545| GP0544 ET A 41                             APPROX. 2.9 KM 1162218.5 |
 GP0545|---------------------------------------------------------------------|
 GP0545
 GP0545                          SUPERSEDED SURVEY CONTROL
 GP0545
 GP0545  NAD 83(1992)-  36 50 09.03309(N)    111 14 30.78976(W) AD(       ) 3
 GP0545  NAD 83(1986)-  36 50 09.02597(N)    111 14 30.79464(W) AD(       ) 3
 GP0545  NAD 27      -  36 50 09.05117(N)    111 14 28.26074(W) AD(       ) 3
 GP0545  NGVD 29 (07/19/86) 1505.7    (m)         4940.     (f) VERT ANG    3  
 GP0545
 GP0545.Superseded values are not recommended for survey control.
 GP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0545.See file dsdata.txt to determine how the superseded data were derived.
 GP0545
 GP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7843276689(NAD 83)
 GP0545_MARKER: DD = SURVEY DISK
 GP0545_SETTING: 66 = SET IN ROCK OUTCROP
 GP0545_SP_SET: SET IN ROCK OUTCROP
 GP0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0545+STABILITY: POSITION/ELEVATION WELL
 GP0545
 GP0545  HISTORY     - Date     Condition        Report By
 GP0545  HISTORY     - 1959     MONUMENTED       USGS
 GP0545
 GP0545                          STATION DESCRIPTION
 GP0545
 GP0545'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0545'LOCATED ABOUT 15.4 MI. SE. OF GLEN CANYON DAM, 2.2 MI. SW. OF THE
 GP0545'CONFLUENCE OF THE NAVAJO AND THE KAIBITO CREEKS, ON A PROMINENT
 GP0545'SANDSTONE TOP.
 GP0545'
 GP0545'STATION REACHED BY HELICOPTER.
 GP0545'
 GP0545'STATION MARK--STANDARD TABLET, STAMPED ---ET A 14 1959---, CEMENTED
 GP0545'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0542 ***********************************************************************
 GP0542  DESIGNATION -  ET A 15
 GP0542  PID         -  GP0542
 GP0542  STATE/COUNTY-  AZ/COCONINO
 GP0542  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0542
 GP0542                         *CURRENT SURVEY CONTROL
 GP0542  ___________________________________________________________________
 GP0542* NAD 83(1992)-  36 50 37.06051(N)    111 10 13.69317(W)     ADJUSTED  
 GP0542* NAVD 88     -      1368.6    (meters)    4490.     (feet)  VERTCON   
 GP0542  ___________________________________________________________________
 GP0542  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 GP0542  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 GP0542  HORZ ORDER  -  THIRD
 GP0542
 GP0542.The horizontal coordinates were established by classical geodetic methods
 GP0542.and adjusted by the National Geodetic Survey in November 1997.
 GP0542
 GP0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0542
 GP0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0542
 GP0542.The geoid height was determined by GEOID03.
 GP0542
 GP0542;                    North         East     Units Scale Factor Converg.
 GP0542;SPC AZ C     -   648,378.122   279,909.829   MT  0.99995454   +0 26 50.9
 GP0542;SPC AZ C     - 2,127,224.81    918,339.33   iFT  0.99995454   +0 26 50.9
 GP0542;UTM  12      - 4,077,539.294   484,801.211   MT  0.99960285   -0 06 08.0
 GP0542
 GP0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0542!SPC AZ C     -   0.99978888  x   0.99995454  =   0.99974343
 GP0542!UTM  12      -   0.99978888  x   0.99960285  =   0.99939182
 GP0542
 GP0542:                Primary Azimuth Mark                     Grid Az
 GP0542:SPC AZ C     -  ET A 40                                  059 39 25.3
 GP0542:UTM  12      -  ET A 40                                  060 12 24.2
 GP0542
 GP0542|---------------------------------------------------------------------|
 GP0542| PID    Reference Object                     Distance      Geod. Az  |
 GP0542|                                                           dddmmss.s |
 GP0542| GP0541 ET A 40                             APPROX. 2.2 KM 0600616.2 |
 GP0542|---------------------------------------------------------------------|
 GP0542
 GP0542                          SUPERSEDED SURVEY CONTROL
 GP0542
 GP0542  NAD 83(1992)-  36 50 37.06071(N)    111 10 13.69185(W) AD(       ) 3
 GP0542  NAD 83(1986)-  36 50 37.05140(N)    111 10 13.69648(W) AD(       ) 3
 GP0542  NAD 27      -  36 50 37.07834(N)    111 10 11.17003(W) AD(       ) 3
 GP0542  NGVD 29 (07/19/86) 1367.6    (m)         4487.     (f) VERT ANG    3  
 GP0542
 GP0542.Superseded values are not recommended for survey control.
 GP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0542.See file dsdata.txt to determine how the superseded data were derived.
 GP0542
 GP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8480177539(NAD 83)
 GP0542_MARKER: DD = SURVEY DISK
 GP0542_SETTING: 0 = UNSPECIFIED SETTING
 GP0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0542
 GP0542  HISTORY     - Date     Condition        Report By
 GP0542  HISTORY     - 1959     MONUMENTED       USGS
 GP0542
 GP0542                          STATION DESCRIPTION
 GP0542
 GP0542'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0542'LOCATED 14.9 MI. SE. OF THE COLORADO RIVER, 2.8 MI. SE. OF THE
 GP0542'JUNCTION OF NAVAJO CREEK AND KAIBITO CREEK, ON A SMALL DOME-SHAPED
 GP0542'SANDSTONE POINT OVERLOOKING NAVAJO CREEK TO THE N.
 GP0542'
 GP0542'STATION REACHED BY HELICOPTER.
 GP0542'
 GP0542'STATION MARK--STANDARD TABLET, STAMPED ---ET A 15 1959---, CEMENTED
 GP0542'IN TOP OF SOLID SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0543 ***********************************************************************
 GP0543  DESIGNATION -  ET A 16
 GP0543  PID         -  GP0543
 GP0543  STATE/COUNTY-  AZ/COCONINO
 GP0543  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0543
 GP0543                         *CURRENT SURVEY CONTROL
 GP0543  ___________________________________________________________________
 GP0543* NAD 83(1992)-  36 51 53.44384(N)    111 11 33.88991(W)     ADJUSTED  
 GP0543* NAVD 88     -      1365.3    (meters)    4479.     (feet)  VERTCON   
 GP0543  ___________________________________________________________________
 GP0543  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 GP0543  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 GP0543  HORZ ORDER  -  THIRD
 GP0543
 GP0543.The horizontal coordinates were established by classical geodetic methods
 GP0543.and adjusted by the National Geodetic Survey in November 1997.
 GP0543
 GP0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0543
 GP0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0543
 GP0543.The geoid height was determined by GEOID03.
 GP0543
 GP0543;                    North         East     Units Scale Factor Converg.
 GP0543;SPC AZ C     -   650,717.275   277,905.183   MT  0.99995131   +0 26 03.5
 GP0543;SPC AZ C     - 2,134,899.20    911,762.41   iFT  0.99995131   +0 26 03.5
 GP0543;UTM  12      - 4,079,896.751   482,819.797   MT  0.99960364   -0 06 56.3
 GP0543
 GP0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0543!SPC AZ C     -   0.99978942  x   0.99995131  =   0.99974074
 GP0543!UTM  12      -   0.99978942  x   0.99960364  =   0.99939314
 GP0543
 GP0543:                Primary Azimuth Mark                     Grid Az
 GP0543:SPC AZ C     -  ET A 15                                  139 24 12.4
 GP0543:UTM  12      -  ET A 15                                  139 57 12.2
 GP0543
 GP0543|---------------------------------------------------------------------|
 GP0543| PID    Reference Object                     Distance      Geod. Az  |
 GP0543|                                                           dddmmss.s |
 GP0543| GP0542 ET A 15                             APPROX. 3.1 KM 1395015.9 |
 GP0543|---------------------------------------------------------------------|
 GP0543
 GP0543                          SUPERSEDED SURVEY CONTROL
 GP0543
 GP0543  NAD 83(1992)-  36 51 53.44377(N)    111 11 33.88899(W) AD(       ) 3
 GP0543  NAD 83(1986)-  36 51 53.43503(N)    111 11 33.89269(W) AD(       ) 3
 GP0543  NAD 27      -  36 51 53.46316(N)    111 11 31.36447(W) AD(       ) 3
 GP0543  NGVD 29 (07/19/86) 1364.3    (m)         4476.     (f) VERT ANG    3  
 GP0543
 GP0543.Superseded values are not recommended for survey control.
 GP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0543.See file dsdata.txt to determine how the superseded data were derived.
 GP0543
 GP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8282079897(NAD 83)
 GP0543_MARKER: DD = SURVEY DISK
 GP0543_SETTING: 0 = UNSPECIFIED SETTING
 GP0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0543
 GP0543  HISTORY     - Date     Condition        Report By
 GP0543  HISTORY     - 1959     MONUMENTED       USGS
 GP0543
 GP0543                          STATION DESCRIPTION
 GP0543
 GP0543'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0543'LOCATED ABOUT 15 MI. SE. OF GLEN CANYON DAM, 6.8 MI. E. OF LECHE-E
 GP0543'ROCK, ON A SMALL KNOB ON THE N. SIDE OF NAVAJO CREEK.
 GP0543'
 GP0543'STATION REACHED BY HELICOPTER.
 GP0543'
 GP0543'STATION MARK--STANDARD TABLET, STAMPED ---ET A 16 1959---, CEMENTED
 GP0543'INTO ROCKY KNOB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0550 ***********************************************************************
 GP0550  DESIGNATION -  ET A 17
 GP0550  PID         -  GP0550
 GP0550  STATE/COUNTY-  AZ/COCONINO
 GP0550  USGS QUAD   -  FACE CANYON (1985)
 GP0550
 GP0550                         *CURRENT SURVEY CONTROL
 GP0550  ___________________________________________________________________
 GP0550* NAD 83(1992)-  36 53 09.73519(N)    111 13 02.23072(W)     ADJUSTED  
 GP0550* NAVD 88     -      1430.0    (meters)    4692.     (feet)  VERTCON   
 GP0550  ___________________________________________________________________
 GP0550  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 GP0550  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 GP0550  HORZ ORDER  -  THIRD
 GP0550
 GP0550.The horizontal coordinates were established by classical geodetic methods
 GP0550.and adjusted by the National Geodetic Survey in November 1997.
 GP0550
 GP0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0550
 GP0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0550
 GP0550.The geoid height was determined by GEOID03.
 GP0550
 GP0550;                    North         East     Units Scale Factor Converg.
 GP0550;SPC AZ C     -   653,052.578   275,700.001   MT  0.99994786   +0 25 11.3
 GP0550;SPC AZ C     - 2,142,560.95    904,527.56   iFT  0.99994786   +0 25 11.3
 GP0550;UTM  12      - 4,082,252.304   480,637.891   MT  0.99960462   -0 07 49.5
 GP0550
 GP0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0550!SPC AZ C     -   0.99977928  x   0.99994786  =   0.99972715
 GP0550!UTM  12      -   0.99977928  x   0.99960462  =   0.99938399
 GP0550
 GP0550:                Primary Azimuth Mark                     Grid Az
 GP0550:SPC AZ C     -  ET A 16                                  136 38 29.1
 GP0550:UTM  12      -  ET A 16                                  137 11 29.9
 GP0550
 GP0550|---------------------------------------------------------------------|
 GP0550| PID    Reference Object                     Distance      Geod. Az  |
 GP0550|                                                           dddmmss.s |
 GP0550| GP0543 ET A 16                             APPROX. 3.2 KM 1370340.4 |
 GP0550|---------------------------------------------------------------------|
 GP0550
 GP0550                          SUPERSEDED SURVEY CONTROL
 GP0550
 GP0550  NAD 83(1992)-  36 53 09.73477(N)    111 13 02.23023(W) AD(       ) 3
 GP0550  NAD 83(1986)-  36 53 09.72668(N)    111 13 02.23310(W) AD(       ) 3
 GP0550  NAD 27      -  36 53 09.75599(N)    111 12 59.70289(W) AD(       ) 3
 GP0550  NGVD 29 (07/19/86) 1429.0    (m)         4688.     (f) VERT ANG    3  
 GP0550
 GP0550.Superseded values are not recommended for survey control.
 GP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0550.See file dsdata.txt to determine how the superseded data were derived.
 GP0550
 GP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8063882252(NAD 83)
 GP0550_MARKER: DD = SURVEY DISK
 GP0550_SETTING: 66 = SET IN ROCK OUTCROP
 GP0550_SP_SET: SET IN ROCK OUTCROP
 GP0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0550+STABILITY: POSITION/ELEVATION WELL
 GP0550
 GP0550  HISTORY     - Date     Condition        Report By
 GP0550  HISTORY     - 1959     MONUMENTED       USGS
 GP0550
 GP0550                          STATION DESCRIPTION
 GP0550
 GP0550'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0550'LOCATED ABOUT 2.4 MI. SSE. OF ---ARC--- TRIANGULATION STATION (S. END
 GP0550'OF TSE TONTE), 5.2 MI. WSW. OF ---TANK--- TRIANGULATION STATION, 1.8
 GP0550'MI. NNW. OF THE JUNCTION OF NAVAJO AND KAIBITO CREEKS, AT THE
 GP0550'HIGHEST POINT OF A SMALL ROCKY TOP.
 GP0550'
 GP0550'STATION REACHED BY HELICOPTER.
 GP0550'
 GP0550'STATION MARK--STANDARD TABLET, STAMPED ---ET A 17 1959---, SET IN A
 GP0550'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0549 ***********************************************************************
 GP0549  DESIGNATION -  ET A 18
 GP0549  PID         -  GP0549
 GP0549  STATE/COUNTY-  AZ/COCONINO
 GP0549  USGS QUAD   -  FACE CANYON (1985)
 GP0549
 GP0549                         *CURRENT SURVEY CONTROL
 GP0549  ___________________________________________________________________
 GP0549* NAD 83(1992)-  36 57 44.68804(N)    111 12 36.62658(W)     ADJUSTED  
 GP0549* NAVD 88     -      1240.3    (meters)    4069.     (feet)  VERTCON   
 GP0549  ___________________________________________________________________
 GP0549  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 GP0549  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 GP0549  HORZ ORDER  -  THIRD
 GP0549
 GP0549.The horizontal coordinates were established by classical geodetic methods
 GP0549.and adjusted by the National Geodetic Survey in November 1997.
 GP0549
 GP0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0549
 GP0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0549
 GP0549.The geoid height was determined by GEOID03.
 GP0549
 GP0549;                    North         East     Units Scale Factor Converg.
 GP0549;SPC AZ C     -   661,532.477   276,271.183   MT  0.99994874   +0 25 29.4
 GP0549;SPC AZ C     - 2,170,382.14    906,401.52   iFT  0.99994874   +0 25 29.4
 GP0549;UTM  12      - 4,090,723.407   481,290.327   MT  0.99960431   -0 07 35.0
 GP0549
 GP0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0549!SPC AZ C     -   0.99980905  x   0.99994874  =   0.99975780
 GP0549!UTM  12      -   0.99980905  x   0.99960431  =   0.99941343
 GP0549
 GP0549:                Primary Azimuth Mark                     Grid Az
 GP0549:SPC AZ C     -  ET A 19                                  312 28 28.0
 GP0549:UTM  12      -  ET A 19                                  313 01 32.4
 GP0549
 GP0549|---------------------------------------------------------------------|
 GP0549| PID    Reference Object                     Distance      Geod. Az  |
 GP0549|                                                           dddmmss.s |
 GP0549| GP0551 ET A 19                             APPROX. 2.7 KM 3125357.4 |
 GP0549|---------------------------------------------------------------------|
 GP0549
 GP0549                          SUPERSEDED SURVEY CONTROL
 GP0549
 GP0549  NAD 83(1992)-  36 57 44.68724(N)    111 12 36.62711(W) AD(       ) 3
 GP0549  NAD 83(1986)-  36 57 44.68001(N)    111 12 36.62805(W) AD(       ) 3
 GP0549  NAD 27      -  36 57 44.71177(N)    111 12 34.09603(W) AD(       ) 3
 GP0549  NGVD 29 (07/19/86) 1239.3    (m)         4066.     (f) VERT ANG    3  
 GP0549
 GP0549.Superseded values are not recommended for survey control.
 GP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0549.See file dsdata.txt to determine how the superseded data were derived.
 GP0549
 GP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8129090723(NAD 83)
 GP0549_MARKER: DD = SURVEY DISK
 GP0549_SETTING: 0 = UNSPECIFIED SETTING
 GP0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0549
 GP0549  HISTORY     - Date     Condition        Report By
 GP0549  HISTORY     - 1959     MONUMENTED       USGS
 GP0549
 GP0549                          STATION DESCRIPTION
 GP0549
 GP0549'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0549'LOCATED ABOUT 11.5 MI. NE. OF THE ---CROSSING OF THE FATHERS---,
 GP0549'4.5 MI. E. OF THE JUNCTION OF CROTON CANYON AND LITTLE VALLEY CANYON,
 GP0549'ON THE TOP OF SMALL, PROMINENT BUTTE.
 GP0549'
 GP0549'STATION REACHED BY HELICOPTER.
 GP0549'
 GP0549'STATION MARK--STANDARD TABLET, STAMPED ---ET A 18 1959---, CEMENTED
 GP0549'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0551 ***********************************************************************
 GP0551  DESIGNATION -  ET A 19
 GP0551  PID         -  GP0551
 GP0551  STATE/COUNTY-  AZ/COCONINO
 GP0551  USGS QUAD   -  FACE CANYON (1985)
 GP0551
 GP0551                         *CURRENT SURVEY CONTROL
 GP0551  ___________________________________________________________________
 GP0551* NAD 83(1992)-  36 58 44.10852(N)    111 13 56.34013(W)     ADJUSTED  
 GP0551* NAVD 88     -      1256.8    (meters)    4123.     (feet)  VERTCON   
 GP0551  ___________________________________________________________________
 GP0551  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 GP0551  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0551  HORZ ORDER  -  THIRD
 GP0551
 GP0551.The horizontal coordinates were established by classical geodetic methods
 GP0551.and adjusted by the National Geodetic Survey in November 1997.
 GP0551
 GP0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0551
 GP0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0551
 GP0551.The geoid height was determined by GEOID03.
 GP0551
 GP0551;                    North         East     Units Scale Factor Converg.
 GP0551;SPC AZ C     -   663,349.693   274,286.258   MT  0.99994571   +0 24 42.0
 GP0551;SPC AZ C     - 2,176,344.14    899,889.30   iFT  0.99994571   +0 24 42.0
 GP0551;UTM  12      - 4,092,559.009   479,323.653   MT  0.99960527   -0 08 23.1
 GP0551
 GP0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0551!SPC AZ C     -   0.99980647  x   0.99994571  =   0.99975219
 GP0551!UTM  12      -   0.99980647  x   0.99960527  =   0.99941182
 GP0551
 GP0551:                Primary Azimuth Mark                     Grid Az
 GP0551:SPC AZ C     -  ET A 20                                  340 00 24.4
 GP0551:UTM  12      -  ET A 20                                  340 33 29.5
 GP0551
 GP0551|---------------------------------------------------------------------|
 GP0551| PID    Reference Object                     Distance      Geod. Az  |
 GP0551|                                                           dddmmss.s |
 GP0551| GP0554 ET A 20                             APPROX. 1.9 KM 3402506.4 |
 GP0551|---------------------------------------------------------------------|
 GP0551
 GP0551                          SUPERSEDED SURVEY CONTROL
 GP0551
 GP0551  NAD 83(1992)-  36 58 44.10765(N)    111 13 56.34065(W) AD(       ) 3
 GP0551  NAD 83(1986)-  36 58 44.10091(N)    111 13 56.34200(W) AD(       ) 3
 GP0551  NAD 27      -  36 58 44.13417(N)    111 13 53.80509(W) AD(       ) 3
 GP0551  NGVD 29 (07/19/86) 1255.8    (m)         4120.     (f) VERT ANG    3  
 GP0551
 GP0551.Superseded values are not recommended for survey control.
 GP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0551.See file dsdata.txt to determine how the superseded data were derived.
 GP0551
 GP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7932492559(NAD 83)
 GP0551_MARKER: DD = SURVEY DISK
 GP0551_SETTING: 66 = SET IN ROCK OUTCROP
 GP0551_SP_SET: SET IN ROCK OUTCROP
 GP0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0551+STABILITY: POSITION/ELEVATION WELL
 GP0551
 GP0551  HISTORY     - Date     Condition        Report By
 GP0551  HISTORY     - 1959     MONUMENTED       USGS
 GP0551
 GP0551                          STATION DESCRIPTION
 GP0551
 GP0551'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0551'LOCATED ABOUT 4.8 MI. ENE. OF TOWER BUTTE, 4.5 MI. NNE. OF ---ARC---
 GP0551'TRIANGULATION STATION, 3 MI. SSW. OF MESKIN BAR, ON THE SLOPE OF A
 GP0551'RIDGE ABOUT 100 FT. S. OF EDGE OF BANK.
 GP0551'
 GP0551'STATION REACHED BY HELICOPTER.
 GP0551'
 GP0551'STATION MARK--STANDARD TABLET, STAMPED ---ET A 19 1959---, SET IN
 GP0551'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0581 ***********************************************************************
 GP0581  DESIGNATION -  ET A 2
 GP0581  PID         -  GP0581
 GP0581  STATE/COUNTY-  AZ/COCONINO
 GP0581  USGS QUAD   -  PAGE (1985)
 GP0581
 GP0581                         *CURRENT SURVEY CONTROL
 GP0581  ___________________________________________________________________
 GP0581* NAD 83(1992)-  36 56 16.63219(N)    111 26 21.17085(W)     ADJUSTED  
 GP0581* NAVD 88     -      1243.6    (meters)    4080.     (feet)  VERTCON   
 GP0581  ___________________________________________________________________
 GP0581  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GP0581  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0581  HORZ ORDER  -  THIRD
 GP0581
 GP0581.The horizontal coordinates were established by classical geodetic methods
 GP0581.and adjusted by the National Geodetic Survey in August 1993.
 GP0581
 GP0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0581
 GP0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0581
 GP0581.The geoid height was determined by GEOID03.
 GP0581
 GP0581;                    North         East     Units Scale Factor Converg.
 GP0581;SPC AZ C     -   658,691.525   255,889.241   MT  0.99992227   +0 17 12.9
 GP0581;SPC AZ C     - 2,161,061.43    839,531.63   iFT  0.99992227   +0 17 12.9
 GP0581;UTM  12      - 4,088,079.462   460,888.616   MT  0.99961884   -0 15 50.2
 GP0581
 GP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0581!SPC AZ C     -   0.99980856  x   0.99992227  =   0.99973084
 GP0581!UTM  12      -   0.99980856  x   0.99961884  =   0.99942747
 GP0581
 GP0581:                Primary Azimuth Mark                     Grid Az
 GP0581:SPC AZ C     -  ET A 1                                   326 01 42.2
 GP0581:UTM  12      -  ET A 1                                   326 34 45.3
 GP0581
 GP0581|---------------------------------------------------------------------|
 GP0581| PID    Reference Object                     Distance      Geod. Az  |
 GP0581|                                                           dddmmss.s |
 GP0581| GP0583 ET A 1                              APPROX. 2.4 KM 3261855.1 |
 GP0581|---------------------------------------------------------------------|
 GP0581
 GP0581                          SUPERSEDED SURVEY CONTROL
 GP0581
 GP0581  NAD 83(1986)-  36 56 16.62701(N)    111 26 21.17164(W) AD(       ) 3
 GP0581  NAD 27      -  36 56 16.66747(N)    111 26 18.60961(W) AD(       ) 3
 GP0581  NGVD 29 (07/19/86) 1242.7    (m)         4077.     (f) VERT ANG    3  
 GP0581
 GP0581.Superseded values are not recommended for survey control.
 GP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0581.See file dsdata.txt to determine how the superseded data were derived.
 GP0581
 GP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6088988079(NAD 83)
 GP0581_MARKER: DD = SURVEY DISK
 GP0581_SETTING: 0 = UNSPECIFIED SETTING
 GP0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0581
 GP0581  HISTORY     - Date     Condition        Report By
 GP0581  HISTORY     - 1959     MONUMENTED       USGS
 GP0581
 GP0581                          STATION DESCRIPTION
 GP0581
 GP0581'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0581'LOCATED ABOUT 2.5 MI. E. OF GLEN CANYON DAM, 0.5 MI. SE. OF A SHARP
 GP0581'CURVE IN THE COLORADO RIVER, AND 0.3 MI. W. OF ANTELOPE CREEK ON
 GP0581'N. POINT OF A RIDGE LINE.
 GP0581'
 GP0581'STATION REACHED BY HELICOPTER.
 GP0581'
 GP0581'STATION MARK--STANDARD TABLET, STAMPED ---ET A 2 1959---, CEMENTED
 GP0581'IN DRILL HOLE IN TOP SANDSTONE OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0554 ***********************************************************************
 GP0554  DESIGNATION -  ET A 20
 GP0554  PID         -  GP0554
 GP0554  STATE/COUNTY-  AZ/COCONINO
 GP0554  USGS QUAD   -  FACE CANYON (1985)
 GP0554
 GP0554                         *CURRENT SURVEY CONTROL
 GP0554  ___________________________________________________________________
 GP0554* NAD 83(1992)-  36 59 43.27259(N)    111 14 22.57838(W)     ADJUSTED  
 GP0554* NAVD 88     -      1182.3    (meters)    3879.     (feet)  VERTCON   
 GP0554  ___________________________________________________________________
 GP0554  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 GP0554  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 GP0554  HORZ ORDER  -  THIRD
 GP0554
 GP0554.The horizontal coordinates were established by classical geodetic methods
 GP0554.and adjusted by the National Geodetic Survey in November 1997.
 GP0554
 GP0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0554
 GP0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0554
 GP0554.The geoid height was determined by GEOID03.
 GP0554
 GP0554;                    North         East     Units Scale Factor Converg.
 GP0554;SPC AZ C     -   665,168.763   273,624.412   MT  0.99994473   +0 24 26.8
 GP0554;SPC AZ C     - 2,182,312.21    897,717.89   iFT  0.99994473   +0 24 26.8
 GP0554;UTM  12      - 4,094,383.745   478,679.566   MT  0.99960560   -0 08 39.1
 GP0554
 GP0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0554!SPC AZ C     -   0.99981816  x   0.99994473  =   0.99976290
 GP0554!UTM  12      -   0.99981816  x   0.99960560  =   0.99942384
 GP0554
 GP0554:                Primary Azimuth Mark                     Grid Az
 GP0554:SPC AZ C     -  ET U 17                                  026 43 34.2
 GP0554:UTM  12      -  ET U 17                                  027 16 40.1
 GP0554
 GP0554|---------------------------------------------------------------------|
 GP0554| PID    Reference Object                     Distance      Geod. Az  |
 GP0554|                                                           dddmmss.s |
 GP0554| HN0735 ET U 17                             APPROX. 1.6 KM 0270801.0 |
 GP0554|---------------------------------------------------------------------|
 GP0554
 GP0554                          SUPERSEDED SURVEY CONTROL
 GP0554
 GP0554  NAD 83(1992)-  36 59 43.27163(N)    111 14 22.57887(W) AD(       ) 3
 GP0554  NAD 83(1986)-  36 59 43.26560(N)    111 14 22.58038(W) AD(       ) 3
 GP0554  NAD 27      -  36 59 43.29902(N)    111 14 20.04082(W) AD(       ) 3
 GP0554  NGVD 29 (07/19/86) 1181.3    (m)         3876.     (f) VERT ANG    3  
 GP0554
 GP0554.Superseded values are not recommended for survey control.
 GP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0554.See file dsdata.txt to determine how the superseded data were derived.
 GP0554
 GP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7868094384(NAD 83)
 GP0554_MARKER: DD = SURVEY DISK
 GP0554_SETTING: 66 = SET IN ROCK OUTCROP
 GP0554_SP_SET: SET IN ROCK OUTCROP
 GP0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0554+STABILITY: POSITION/ELEVATION WELL
 GP0554
 GP0554  HISTORY     - Date     Condition        Report By
 GP0554  HISTORY     - 1959     MONUMENTED       USGS
 GP0554
 GP0554                          STATION DESCRIPTION
 GP0554
 GP0554'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0554'LOCATED ABOUT 13.5 MI. NE. OF GLEN CANYON DAM, 4 MI. NE. OF TOWER
 GP0554'BUTTE, 2 MI. N. OF TSE TONTE RIDGE, ON THE RAINBOW PLATEAU.
 GP0554'
 GP0554'STATION REACHED BY HELICOPTER.
 GP0554'
 GP0554'STATION MARK--STANDARD TABLET, STAMPED ---ET A 20 1959---, CEMENTED
 GP0554'IN FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0548 ***********************************************************************
 GP0548  DESIGNATION -  ET A 21
 GP0548  PID         -  GP0548
 GP0548  STATE/COUNTY-  AZ/COCONINO
 GP0548  USGS QUAD   -  FACE CANYON (1985)
 GP0548
 GP0548                         *CURRENT SURVEY CONTROL
 GP0548  ___________________________________________________________________
 GP0548* NAD 83(1992)-  36 59 23.74496(N)    111 08 33.24712(W)     ADJUSTED  
 GP0548* NAVD 88     -      1297.1    (meters)    4256.     (feet)  VERTCON   
 GP0548  ___________________________________________________________________
 GP0548  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 GP0548  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0548  HORZ ORDER  -  THIRD
 GP0548
 GP0548.The horizontal coordinates were established by classical geodetic methods
 GP0548.and adjusted by the National Geodetic Survey in November 1997.
 GP0548
 GP0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0548
 GP0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0548
 GP0548.The geoid height was determined by GEOID03.
 GP0548
 GP0548;                    North         East     Units Scale Factor Converg.
 GP0548;SPC AZ C     -   664,632.651   282,266.538   MT  0.99995847   +0 27 56.8
 GP0548;SPC AZ C     - 2,180,553.32    926,071.32   iFT  0.99995847   +0 27 56.8
 GP0548;UTM  12      - 4,093,764.677   487,313.126   MT  0.99960198   -0 05 08.8
 GP0548
 GP0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0548!SPC AZ C     -   0.99980011  x   0.99995847  =   0.99975859
 GP0548!UTM  12      -   0.99980011  x   0.99960198  =   0.99940217
 GP0548
 GP0548:                Primary Azimuth Mark                     Grid Az
 GP0548:SPC AZ C     -  ET A 22                                  116 27 29.2
 GP0548:UTM  12      -  ET A 22                                  117 00 34.8
 GP0548
 GP0548|---------------------------------------------------------------------|
 GP0548| PID    Reference Object                     Distance      Geod. Az  |
 GP0548|                                                           dddmmss.s |
 GP0548| GP0538 ET A 22                             APPROX. 2.7 KM 1165526.0 |
 GP0548|---------------------------------------------------------------------|
 GP0548
 GP0548                          SUPERSEDED SURVEY CONTROL
 GP0548
 GP0548  NAD 83(1992)-  36 59 23.74390(N)    111 08 33.24747(W) AD(       ) 3
 GP0548  NAD 83(1986)-  36 59 23.73245(N)    111 08 33.25656(W) AD(       ) 3
 GP0548  NAD 27      -  36 59 23.76202(N)    111 08 30.71802(W) AD(       ) 3
 GP0548  NGVD 29 (07/19/86) 1296.1    (m)         4252.     (f) VERT ANG    3  
 GP0548
 GP0548.Superseded values are not recommended for survey control.
 GP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0548.See file dsdata.txt to determine how the superseded data were derived.
 GP0548
 GP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8731393765(NAD 83)
 GP0548_MARKER: DD = SURVEY DISK
 GP0548_SETTING: 0 = UNSPECIFIED SETTING
 GP0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0548
 GP0548  HISTORY     - Date     Condition        Report By
 GP0548  HISTORY     - 1959     MONUMENTED       USGS
 GP0548
 GP0548                          STATION DESCRIPTION
 GP0548
 GP0548'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0548'LOCATED ABOUT 6.5 MI. SE. OF THE JUNCTION OF THE COLORADO RIVER AND
 GP0548'WEST CANYON CREEK, 6.3 MI. SE. OF MESKIN BAR, 0.5 MI. W. OF WEST
 GP0548'CANYON CREEK, NEAR N. END OF A SMALL MESA.
 GP0548'
 GP0548'STATION REACHED BY HELICOPTER.
 GP0548'
 GP0548'STATION MARK--STANDARD TABLET, STAMPED ---ET A 21 1959---, CEMENTED
 GP0548'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0538 ***********************************************************************
 GP0538  DESIGNATION -  ET A 22
 GP0538  PID         -  GP0538
 GP0538  STATE/COUNTY-  AZ/COCONINO
 GP0538  USGS QUAD   -  WEST CANYON CREEK (1985)
 GP0538
 GP0538                         *CURRENT SURVEY CONTROL
 GP0538  ___________________________________________________________________
 GP0538* NAD 83(1992)-  36 58 43.71974(N)    111 06 55.04068(W)     ADJUSTED  
 GP0538* NAVD 88     -      1326.9    (meters)    4353.     (feet)  VERTCON   
 GP0538  ___________________________________________________________________
 GP0538  LAPLACE CORR-           7.39  (seconds)                    DEFLEC99
 GP0538  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0538  HORZ ORDER  -  THIRD
 GP0538
 GP0538.The horizontal coordinates were established by classical geodetic methods
 GP0538.and adjusted by the National Geodetic Survey in November 1997.
 GP0538
 GP0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0538
 GP0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0538
 GP0538.The geoid height was determined by GEOID03.
 GP0538
 GP0538;                    North         East     Units Scale Factor Converg.
 GP0538;SPC AZ C     -   663,418.970   284,705.261   MT  0.99996269   +0 28 55.4
 GP0538;SPC AZ C     - 2,176,571.42    934,072.38   iFT  0.99996269   +0 28 55.4
 GP0538;UTM  12      - 4,092,528.024   489,739.184   MT  0.99960130   -0 04 09.7
 GP0538
 GP0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0538!SPC AZ C     -   0.99979542  x   0.99996269  =   0.99975812
 GP0538!UTM  12      -   0.99979542  x   0.99960130  =   0.99939680
 GP0538
 GP0538:                Primary Azimuth Mark                     Grid Az
 GP0538:SPC AZ C     -  ET U 22                                  337 28 49.7
 GP0538:UTM  12      -  ET U 22                                  338 01 54.8
 GP0538
 GP0538|---------------------------------------------------------------------|
 GP0538| PID    Reference Object                     Distance      Geod. Az  |
 GP0538|                                                           dddmmss.s |
 GP0538| HN0724 ET U 22                             APPROX. 2.7 KM 3375745.1 |
 GP0538|---------------------------------------------------------------------|
 GP0538
 GP0538                          SUPERSEDED SURVEY CONTROL
 GP0538
 GP0538  NAD 83(1992)-  36 58 43.71875(N)    111 06 55.04100(W) AD(       ) 3
 GP0538  NAD 83(1986)-  36 58 43.70462(N)    111 06 55.05222(W) AD(       ) 3
 GP0538  NAD 27      -  36 58 43.73492(N)    111 06 52.51478(W) AD(       ) 3
 GP0538  NGVD 29 (07/19/86) 1325.9    (m)         4350.     (f) VERT ANG    3  
 GP0538
 GP0538.Superseded values are not recommended for survey control.
 GP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0538.See file dsdata.txt to determine how the superseded data were derived.
 GP0538
 GP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8973992528(NAD 83)
 GP0538_MARKER: DD = SURVEY DISK
 GP0538_SETTING: 0 = UNSPECIFIED SETTING
 GP0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0538
 GP0538  HISTORY     - Date     Condition        Report By
 GP0538  HISTORY     - 1959     MONUMENTED       USGS
 GP0538
 GP0538                          STATION DESCRIPTION
 GP0538
 GP0538'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0538'LOCATED ABOUT 11.5 MI. SE. OF THE ---CROSSING OF THE FATHERS---, ON
 GP0538'THE COLORADO RIVER, 7.5 MI. S. OF THE COLORADO RIVER, 0.2 MI.
 GP0538'OF WEST CANYON CREEK, ON A SMALL TOP.
 GP0538'
 GP0538'STATION REACHED BY HELICOPTER.
 GP0538'
 GP0538'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET A 22 1959---,
 GP0538'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0539 ***********************************************************************
 GP0539  DESIGNATION -  ET A 24
 GP0539  PID         -  GP0539
 GP0539  STATE/COUNTY-  AZ/COCONINO
 GP0539  USGS QUAD   -  WEST CANYON CREEK (1985)
 GP0539
 GP0539                         *CURRENT SURVEY CONTROL
 GP0539  ___________________________________________________________________
 GP0539* NAD 83(1992)-  36 56 48.94452(N)    111 07 03.86599(W)     ADJUSTED  
 GP0539* NAVD 88     -      1458.3    (meters)    4784.     (feet)  VERTCON   
 GP0539  ___________________________________________________________________
 GP0539  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 GP0539  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0539  HORZ ORDER  -  THIRD
 GP0539
 GP0539.The horizontal coordinates were established by classical geodetic methods
 GP0539.and adjusted by the National Geodetic Survey in November 1997.
 GP0539
 GP0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0539
 GP0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0539
 GP0539.The geoid height was determined by GEOID03.
 GP0539
 GP0539;                    North         East     Units Scale Factor Converg.
 GP0539;SPC AZ C     -   659,879.227   284,516.672   MT  0.99996236   +0 28 48.8
 GP0539;SPC AZ C     - 2,164,958.09    933,453.65   iFT  0.99996236   +0 28 48.8
 GP0539;UTM  12      - 4,088,991.536   489,516.630   MT  0.99960135   -0 04 14.8
 GP0539
 GP0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0539!SPC AZ C     -   0.99977481  x   0.99996236  =   0.99973718
 GP0539!UTM  12      -   0.99977481  x   0.99960135  =   0.99937625
 GP0539
 GP0539:                Primary Azimuth Mark                     Grid Az
 GP0539:SPC AZ C     -  ET A 22                                  003 02 59.6
 GP0539:UTM  12      -  ET A 22                                  003 36 03.2
 GP0539
 GP0539|---------------------------------------------------------------------|
 GP0539| PID    Reference Object                     Distance      Geod. Az  |
 GP0539|                                                           dddmmss.s |
 GP0539| GP0538 ET A 22                             APPROX. 3.5 KM 0033148.4 |
 GP0539|---------------------------------------------------------------------|
 GP0539
 GP0539                          SUPERSEDED SURVEY CONTROL
 GP0539
 GP0539  NAD 83(1992)-  36 56 48.94361(N)    111 07 03.86620(W) AD(       ) 3
 GP0539  NAD 83(1986)-  36 56 48.92851(N)    111 07 03.88321(W) AD(       ) 3
 GP0539  NAD 27      -  36 56 48.95922(N)    111 07 01.34151(W) AD(       ) 3
 GP0539  NGVD 29 (07/19/86) 1457.3    (m)         4781.     (f) VERT ANG    3  
 GP0539
 GP0539.Superseded values are not recommended for survey control.
 GP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0539.See file dsdata.txt to determine how the superseded data were derived.
 GP0539
 GP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8951788992(NAD 83)
 GP0539_MARKER: DD = SURVEY DISK
 GP0539_SETTING: 0 = UNSPECIFIED SETTING
 GP0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0539
 GP0539  HISTORY     - Date     Condition        Report By
 GP0539  HISTORY     - 1959     MONUMENTED       USGS
 GP0539
 GP0539                          STATION DESCRIPTION
 GP0539
 GP0539'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0539'LOCATED ABOUT 9.9 MI. N. OF TSAI SKIZZI ROCK, 1.2 MI. SW. OF WEST
 GP0539'CANYON CREEK, ON THE E. END OF A LONE MESA.
 GP0539'
 GP0539'STATION REACHED BY HELICOPTER.
 GP0539'
 GP0539'STATION MARK--STANDARD TABLET, STAMPED ---ET A 24 1959---, SET IN
 GP0539'SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0557 ***********************************************************************
 GP0557  DESIGNATION -  ET A 25
 GP0557  PID         -  GP0557
 GP0557  STATE/COUNTY-  AZ/COCONINO
 GP0557  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0557
 GP0557                         *CURRENT SURVEY CONTROL
 GP0557  ___________________________________________________________________
 GP0557* NAD 83(1992)-  36 54 17.46988(N)    111 16 02.73638(W)     ADJUSTED  
 GP0557* NAVD 88     -      1394.5    (meters)    4575.     (feet)  VERTCON   
 GP0557  ___________________________________________________________________
 GP0557  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 GP0557  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0557  HORZ ORDER  -  THIRD
 GP0557
 GP0557.The horizontal coordinates were established by classical geodetic methods
 GP0557.and adjusted by the National Geodetic Survey in November 1997.
 GP0557
 GP0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0557
 GP0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0557
 GP0557.The geoid height was determined by GEOID03.
 GP0557
 GP0557;                    North         East     Units Scale Factor Converg.
 GP0557;SPC AZ C     -   655,108.863   271,216.418   MT  0.99994122   +0 23 23.5
 GP0557;SPC AZ C     - 2,149,307.29    889,817.64   iFT  0.99994122   +0 23 23.5
 GP0557;UTM  12      - 4,084,350.848   476,175.778   MT  0.99960699   -0 09 38.1
 GP0557
 GP0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0557!SPC AZ C     -   0.99978486  x   0.99994122  =   0.99972610
 GP0557!UTM  12      -   0.99978486  x   0.99960699  =   0.99939194
 GP0557
 GP0557:                Primary Azimuth Mark                     Grid Az
 GP0557:SPC AZ C     -  ET A 12                                  248 25 57.2
 GP0557:UTM  12      -  ET A 12                                  248 58 58.8
 GP0557
 GP0557|---------------------------------------------------------------------|
 GP0557| PID    Reference Object                     Distance      Geod. Az  |
 GP0557|                                                           dddmmss.s |
 GP0557| GP0560 ET A 12                             APPROX. 2.4 KM 2484920.7 |
 GP0557|---------------------------------------------------------------------|
 GP0557
 GP0557                          SUPERSEDED SURVEY CONTROL
 GP0557
 GP0557  NAD 83(1992)-  36 54 17.46901(N)    111 16 02.73532(W) AD(       ) 3
 GP0557  NAD 83(1986)-  36 54 17.46366(N)    111 16 02.73643(W) AD(       ) 3
 GP0557  NAD 27      -  36 54 17.49213(N)    111 16 00.19940(W) AD(       ) 3
 GP0557  NGVD 29 (07/19/86) 1393.5    (m)         4572.     (f) VERT ANG    3  
 GP0557
 GP0557.Superseded values are not recommended for survey control.
 GP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0557.See file dsdata.txt to determine how the superseded data were derived.
 GP0557
 GP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7617684351(NAD 83)
 GP0557_MARKER: DD = SURVEY DISK
 GP0557_SETTING: 66 = SET IN ROCK OUTCROP
 GP0557_SP_SET: SET IN ROCK OUTCROP
 GP0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0557+STABILITY: POSITION/ELEVATION WELL
 GP0557
 GP0557  HISTORY     - Date     Condition        Report By
 GP0557  HISTORY     - 1959     MONUMENTED       USGS
 GP0557
 GP0557                          STATION DESCRIPTION
 GP0557
 GP0557'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0557'LOCATED ABOUT 12.4 MI. E. OF GLEN CANYON DAM, 5.1 MI. SE. OF TOWER
 GP0557'BUTTE AND 0.7 MI. N. OF NAVAJO CREEK, AT THE HIGHEST TOP OF
 GP0557'SEVERAL TOPS ON THE RIDGE.
 GP0557'
 GP0557'STATION REACHED BY HELICOPTER.
 GP0557'
 GP0557'STATION MARK--STANDARD TABLET, STAMPED ---ET A 25 1959---, CEMENTED
 GP0557'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0559 ***********************************************************************
 GP0559  DESIGNATION -  ET A 26
 GP0559  PID         -  GP0559
 GP0559  STATE/COUNTY-  AZ/COCONINO
 GP0559  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0559
 GP0559                         *CURRENT SURVEY CONTROL
 GP0559  ___________________________________________________________________
 GP0559* NAD 83(1992)-  36 55 31.68483(N)    111 17 19.98334(W)     ADJUSTED  
 GP0559* NAVD 88     -      1410.2    (meters)    4627.     (feet)  VERTCON   
 GP0559  ___________________________________________________________________
 GP0559  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 GP0559  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0559  HORZ ORDER  -  THIRD
 GP0559
 GP0559.The horizontal coordinates were established by classical geodetic methods
 GP0559.and adjusted by the National Geodetic Survey in November 1997.
 GP0559
 GP0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0559
 GP0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0559
 GP0559.The geoid height was determined by GEOID03.
 GP0559
 GP0559;                    North         East     Units Scale Factor Converg.
 GP0559;SPC AZ C     -   657,383.677   269,289.176   MT  0.99993852   +0 22 37.8
 GP0559;SPC AZ C     - 2,156,770.59    883,494.67   iFT  0.99993852   +0 22 37.8
 GP0559;UTM  12      - 4,086,643.314   474,271.118   MT  0.99960815   -0 10 24.8
 GP0559
 GP0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0559!SPC AZ C     -   0.99978241  x   0.99993852  =   0.99972094
 GP0559!UTM  12      -   0.99978241  x   0.99960815  =   0.99939065
 GP0559
 GP0559:                Primary Azimuth Mark                     Grid Az
 GP0559:SPC AZ C     -  ET A 25                                  139 43 42.1
 GP0559:UTM  12      -  ET A 25                                  140 16 44.7
 GP0559
 GP0559|---------------------------------------------------------------------|
 GP0559| PID    Reference Object                     Distance      Geod. Az  |
 GP0559|                                                           dddmmss.s |
 GP0559| GP0557 ET A 25                             APPROX. 3.0 KM 1400619.9 |
 GP0559|---------------------------------------------------------------------|
 GP0559
 GP0559                          SUPERSEDED SURVEY CONTROL
 GP0559
 GP0559  NAD 83(1992)-  36 55 31.68374(N)    111 17 19.98242(W) AD(       ) 3
 GP0559  NAD 83(1986)-  36 55 31.67898(N)    111 17 19.98314(W) AD(       ) 3
 GP0559  NAD 27      -  36 55 31.70887(N)    111 17 17.44259(W) AD(       ) 3
 GP0559  NGVD 29 (07/19/86) 1409.2    (m)         4623.     (f) VERT ANG    3  
 GP0559
 GP0559.Superseded values are not recommended for survey control.
 GP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0559.See file dsdata.txt to determine how the superseded data were derived.
 GP0559
 GP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7427186643(NAD 83)
 GP0559_MARKER: DD = SURVEY DISK
 GP0559_SETTING: 66 = SET IN ROCK OUTCROP
 GP0559_SP_SET: SET IN ROCK OUTCROP
 GP0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0559+STABILITY: POSITION/ELEVATION WELL
 GP0559
 GP0559  HISTORY     - Date     Condition        Report By
 GP0559  HISTORY     - 1959     MONUMENTED       USGS
 GP0559
 GP0559                          STATION DESCRIPTION
 GP0559
 GP0559'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0559'LOCATED ABOUT 3.2 MI. S-SE. OF TOWER BUTTE, 4.5 MI. N-NE. OF LECHE-E
 GP0559'ROCK AND 0.9 MI. N. OF NAVAJO CREEK, NEAR THE SUMMIT OF A FLAT SANDY
 GP0559'RIDGE.
 GP0559'
 GP0559'STATION REACHED BY HELICOPTER.
 GP0559'
 GP0559'STATION MARK--STANDARD TABLET, STAMPED ---ET A 26 1959---, SET IN
 GP0559'SANDSTONE ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0558 ***********************************************************************
 GP0558  DESIGNATION -  ET A 27
 GP0558  PID         -  GP0558
 GP0558  STATE/COUNTY-  AZ/COCONINO
 GP0558  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0558
 GP0558                         *CURRENT SURVEY CONTROL
 GP0558  ___________________________________________________________________
 GP0558* NAD 83(1992)-  36 58 56.07672(N)    111 16 45.79356(W)     ADJUSTED  
 GP0558* NAVD 88     -      1225.5    (meters)    4021.     (feet)  VERTCON   
 GP0558  ___________________________________________________________________
 GP0558  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 GP0558  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0558  HORZ ORDER  -  THIRD
 GP0558
 GP0558.The horizontal coordinates were established by classical geodetic methods
 GP0558.and adjusted by the National Geodetic Survey in November 1997.
 GP0558
 GP0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0558
 GP0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0558
 GP0558.The geoid height was determined by GEOID03.
 GP0558
 GP0558;                    North         East     Units Scale Factor Converg.
 GP0558;SPC AZ C     -   663,689.532   270,093.160   MT  0.99993964   +0 23 00.2
 GP0558;SPC AZ C     - 2,177,459.09    886,132.41   iFT  0.99993964   +0 23 00.2
 GP0558;UTM  12      - 4,092,939.060   475,135.428   MT  0.99960762   -0 10 05.1
 GP0558
 GP0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0558!SPC AZ C     -   0.99981140  x   0.99993964  =   0.99975105
 GP0558!UTM  12      -   0.99981140  x   0.99960762  =   0.99941909
 GP0558
 GP0558:                Primary Azimuth Mark                     Grid Az
 GP0558:SPC AZ C     -  MESKIN=ET U 67                           358 16 01.6
 GP0558:UTM  12      -  MESKIN=ET U 67                           358 49 06.9
 GP0558
 GP0558|---------------------------------------------------------------------|
 GP0558| PID    Reference Object                     Distance      Geod. Az  |
 GP0558|                                                           dddmmss.s |
 GP0558| HN0753 MESKIN=ET U 67                      APPROX. 3.5 KM 3583901.8 |
 GP0558|---------------------------------------------------------------------|
 GP0558
 GP0558                          SUPERSEDED SURVEY CONTROL
 GP0558
 GP0558  NAD 83(1992)-  36 58 56.07682(N)    111 16 45.79502(W) AD(       ) 3
 GP0558  NAD 83(1986)-  36 58 56.07210(N)    111 16 45.79649(W) AD(       ) 3
 GP0558  NAD 27      -  36 58 56.10536(N)    111 16 43.25385(W) AD(       ) 3
 GP0558  NGVD 29 (07/19/86) 1224.5    (m)         4017.     (f) VERT ANG    3  
 GP0558
 GP0558.Superseded values are not recommended for survey control.
 GP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0558.See file dsdata.txt to determine how the superseded data were derived.
 GP0558
 GP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7513592939(NAD 83)
 GP0558_MARKER: DD = SURVEY DISK
 GP0558_SETTING: 66 = SET IN ROCK OUTCROP
 GP0558_SP_SET: SET IN ROCK OUTCROP
 GP0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0558+STABILITY: POSITION/ELEVATION WELL
 GP0558
 GP0558  HISTORY     - Date     Condition        Report By
 GP0558  HISTORY     - 1959     MONUMENTED       USGS
 GP0558
 GP0558                          STATION DESCRIPTION
 GP0558
 GP0558'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0558'LOCATED ABOUT 6.2 MI. E-NE. OF THE JUNCTION OF NAVAJO CREEK AND THE
 GP0558'COLORADO RIVER, 2.0 MI. NE. OF TOWER BUTTE AND 2.0 MI. N-NW. OF
 GP0558'PINNACLE ROCK AT A POINT ON RIM.
 GP0558'
 GP0558'STATION REACHED BY HELICOPTER.
 GP0558'
 GP0558'STATION MARK--STANDARD TABLET, STAMPED ---ET A 27 1959---, SET IN
 GP0558'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0582 ***********************************************************************
 GP0582  DESIGNATION -  ET A 3
 GP0582  PID         -  GP0582
 GP0582  STATE/COUNTY-  AZ/COCONINO
 GP0582  USGS QUAD   -  PAGE (1985)
 GP0582
 GP0582                         *CURRENT SURVEY CONTROL
 GP0582  ___________________________________________________________________
 GP0582* NAD 83(1992)-  36 58 32.19424(N)    111 26 25.64747(W)     ADJUSTED  
 GP0582* NAVD 88     -      1186.0    (meters)    3891.     (feet)  VERTCON   
 GP0582  ___________________________________________________________________
 GP0582  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GP0582  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0582  HORZ ORDER  -  THIRD
 GP0582
 GP0582.The horizontal coordinates were established by classical geodetic methods
 GP0582.and adjusted by the National Geodetic Survey in November 1997.
 GP0582
 GP0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0582
 GP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0582
 GP0582.The geoid height was determined by GEOID03.
 GP0582
 GP0582;                    North         East     Units Scale Factor Converg.
 GP0582;SPC AZ C     -   662,869.551   255,757.594   MT  0.99992214   +0 17 11.2
 GP0582;SPC AZ C     - 2,174,768.87    839,099.72   iFT  0.99992214   +0 17 11.2
 GP0582;UTM  12      - 4,092,257.294   460,797.190   MT  0.99961893   -0 15 53.7
 GP0582
 GP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0582!SPC AZ C     -   0.99981760  x   0.99992214  =   0.99973975
 GP0582!UTM  12      -   0.99981760  x   0.99961893  =   0.99943660
 GP0582
 GP0582:                Primary Azimuth Mark                     Grid Az
 GP0582:SPC AZ C     -  ET A 5                                   133 20 32.3
 GP0582:UTM  12      -  ET A 5                                   133 53 37.2
 GP0582
 GP0582|---------------------------------------------------------------------|
 GP0582| PID    Reference Object                     Distance      Geod. Az  |
 GP0582|                                                           dddmmss.s |
 GP0582| GP0578 ET A 5                              APPROX. 4.0 KM 1333743.5 |
 GP0582|---------------------------------------------------------------------|
 GP0582
 GP0582                          SUPERSEDED SURVEY CONTROL
 GP0582
 GP0582  NAD 83(1992)-  36 58 32.19392(N)    111 26 25.64694(W) AD(       ) 3
 GP0582  NAD 83(1986)-  36 58 32.18884(N)    111 26 25.64763(W) AD(       ) 3
 GP0582  NAD 27      -  36 58 32.23164(N)    111 26 23.08164(W) AD(       ) 3
 GP0582  NGVD 29 (07/19/86) 1185.1    (m)         3888.     (f) VERT ANG    3  
 GP0582
 GP0582.Superseded values are not recommended for survey control.
 GP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0582.See file dsdata.txt to determine how the superseded data were derived.
 GP0582
 GP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6079792257(NAD 83)
 GP0582_MARKER: DD = SURVEY DISK
 GP0582_SETTING: 66 = SET IN ROCK OUTCROP
 GP0582_SP_SET: SET IN ROCK OUTCROP
 GP0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0582+STABILITY: POSITION/ELEVATION WELL
 GP0582
 GP0582  HISTORY     - Date     Condition        Report By
 GP0582  HISTORY     - 1959     MONUMENTED       USGS
 GP0582
 GP0582                          STATION DESCRIPTION
 GP0582
 GP0582'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0582'LOCATED ABOUT 7.3 MI. W. OF TOWER BUTTE, 3.6 MI. NE. OF GLEN CANYON
 GP0582'DAM AND 0.4 MI. N. OF COLORADO RIVER, ON THE SE. END OF A FLAT TOP.
 GP0582'
 GP0582'STATION REACHED BY HELICOPTER.
 GP0582'
 GP0582'STATION MARK--STANDARD TABLET, STAMPED ---ET A 3 1959---, CEMENTED
 GP0582'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0577 ***********************************************************************
 GP0577  DESIGNATION -  ET A 4
 GP0577  PID         -  GP0577
 GP0577  STATE/COUNTY-  AZ/COCONINO
 GP0577  USGS QUAD   -  PAGE (1985)
 GP0577
 GP0577                         *CURRENT SURVEY CONTROL
 GP0577  ___________________________________________________________________
 GP0577* NAD 83(1992)-  36 58 17.59676(N)    111 24 25.92799(W)     ADJUSTED  
 GP0577* NAVD 88     -      1192.0    (meters)    3911.     (feet)  VERTCON   
 GP0577  ___________________________________________________________________
 GP0577  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GP0577  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0577  HORZ ORDER  -  THIRD
 GP0577
 GP0577.The horizontal coordinates were established by classical geodetic methods
 GP0577.and adjusted by the National Geodetic Survey in November 1997.
 GP0577
 GP0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0577
 GP0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0577
 GP0577.The geoid height was determined by GEOID03.
 GP0577
 GP0577;                    North         East     Units Scale Factor Converg.
 GP0577;SPC AZ C     -   662,434.914   258,720.800   MT  0.99992534   +0 18 23.1
 GP0577;SPC AZ C     - 2,173,342.89    848,821.52   iFT  0.99992534   +0 18 23.1
 GP0577;UTM  12      - 4,091,794.305   463,755.171   MT  0.99961618   -0 14 41.6
 GP0577
 GP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0577!SPC AZ C     -   0.99981666  x   0.99992534  =   0.99974201
 GP0577!UTM  12      -   0.99981666  x   0.99961618  =   0.99943291
 GP0577
 GP0577:                Primary Azimuth Mark                     Grid Az
 GP0577:SPC AZ C     -  ET A 5                                   180 31 28.5
 GP0577:UTM  12      -  ET A 5                                   181 04 33.2
 GP0577
 GP0577|---------------------------------------------------------------------|
 GP0577| PID    Reference Object                     Distance      Geod. Az  |
 GP0577|                                                           dddmmss.s |
 GP0577| GP0578 ET A 5                              APPROX. 2.3 KM 1804951.6 |
 GP0577|---------------------------------------------------------------------|
 GP0577
 GP0577                          SUPERSEDED SURVEY CONTROL
 GP0577
 GP0577  NAD 83(1992)-  36 58 17.59521(N)    111 24 25.92677(W) AD(       ) 3
 GP0577  NAD 83(1986)-  36 58 17.59011(N)    111 24 25.92691(W) AD(       ) 3
 GP0577  NAD 27      -  36 58 17.62936(N)    111 24 23.36452(W) AD(       ) 3
 GP0577  NGVD 29 (07/19/86) 1191.1    (m)         3908.     (f) VERT ANG    3  
 GP0577
 GP0577.Superseded values are not recommended for survey control.
 GP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0577.See file dsdata.txt to determine how the superseded data were derived.
 GP0577
 GP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6375591794(NAD 83)
 GP0577_MARKER: DD = SURVEY DISK
 GP0577_SETTING: 66 = SET IN ROCK OUTCROP
 GP0577_SP_SET: SET IN ROCK OUTCROP
 GP0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0577+STABILITY: POSITION/ELEVATION WELL
 GP0577
 GP0577  HISTORY     - Date     Condition        Report By
 GP0577  HISTORY     - 1959     MONUMENTED       USGS
 GP0577
 GP0577                          STATION DESCRIPTION
 GP0577
 GP0577'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0577'LOCATED ABOUT 5.0 MI. NE. OF GLEN CANYON DAM, 1.5 MI. SW. OF THE
 GP0577'MOUTH OF NAVAJO CREEK, ON THE HIGH GROUND IN A RATHER LARGE LOOP OF
 GP0577'THE COLORADO RIVER, BEING ON THE NORTHERLY SIDE OF THE RIVER AND
 GP0577'ABOUT 0.2 MI. FROM THE RIVER EDGE.
 GP0577'
 GP0577'STATION REACHED BY HELICOPTER.
 GP0577'
 GP0577'STATION MARK--STANDARD TABLET, STAMPED ---ET A 4 1959---, CEMENTED
 GP0577'INTO A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0541 ***********************************************************************
 GP0541  DESIGNATION -  ET A 40
 GP0541  PID         -  GP0541
 GP0541  STATE/COUNTY-  AZ/COCONINO
 GP0541  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0541
 GP0541                         *CURRENT SURVEY CONTROL
 GP0541  ___________________________________________________________________
 GP0541* NAD 83(1992)-  36 51 12.86829(N)    111 08 56.17542(W)     ADJUSTED  
 GP0541* NAVD 88     -      1325.3    (meters)    4348.     (feet)  VERTCON   
 GP0541  ___________________________________________________________________
 GP0541  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 GP0541  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 GP0541  HORZ ORDER  -  THIRD
 GP0541
 GP0541.The horizontal coordinates were established by classical geodetic methods
 GP0541.and adjusted by the National Geodetic Survey in November 1997.
 GP0541
 GP0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0541
 GP0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0541
 GP0541.The geoid height was determined by GEOID03.
 GP0541
 GP0541;                    North         East     Units Scale Factor Converg.
 GP0541;SPC AZ C     -   649,497.077   281,821.395   MT  0.99995772   +0 27 37.7
 GP0541;SPC AZ C     - 2,130,895.92    924,610.88   iFT  0.99995772   +0 27 37.7
 GP0541;UTM  12      - 4,078,639.467   486,722.745   MT  0.99960217   -0 05 21.6
 GP0541
 GP0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0541!SPC AZ C     -   0.99979567  x   0.99995772  =   0.99975340
 GP0541!UTM  12      -   0.99979567  x   0.99960217  =   0.99939792
 GP0541
 GP0541:                Primary Azimuth Mark                     Grid Az
 GP0541:SPC AZ C     -  ET A 15                                  239 39 25.0
 GP0541:UTM  12      -  ET A 15                                  240 12 24.3
 GP0541
 GP0541|---------------------------------------------------------------------|
 GP0541| PID    Reference Object                     Distance      Geod. Az  |
 GP0541|                                                           dddmmss.s |
 GP0541| GP0542 ET A 15                             APPROX. 2.2 KM 2400702.7 |
 GP0541|---------------------------------------------------------------------|
 GP0541
 GP0541                          SUPERSEDED SURVEY CONTROL
 GP0541
 GP0541  NAD 83(1992)-  36 51 12.86877(N)    111 08 56.17427(W) AD(       ) 3
 GP0541  NAD 83(1986)-  36 51 12.85885(N)    111 08 56.17845(W) AD(       ) 3
 GP0541  NAD 27      -  36 51 12.88686(N)    111 08 53.65448(W) AD(       ) 3
 GP0541  NGVD 29 (07/19/86) 1324.3    (m)         4345.     (f) VERT ANG    3  
 GP0541
 GP0541.Superseded values are not recommended for survey control.
 GP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0541.See file dsdata.txt to determine how the superseded data were derived.
 GP0541
 GP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8672378639(NAD 83)
 GP0541_MARKER: DD = SURVEY DISK
 GP0541_SETTING: 66 = SET IN ROCK OUTCROP
 GP0541_SP_SET: SET IN ROCK OUTCROP
 GP0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0541+STABILITY: POSITION/ELEVATION WELL
 GP0541
 GP0541  HISTORY     - Date     Condition        Report By
 GP0541  HISTORY     - 1959     MONUMENTED       USGS
 GP0541
 GP0541                          STATION DESCRIPTION
 GP0541
 GP0541'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0541'LOCATED ABOUT 4.8 MI. NE. OF THE JUNCTIONS OF PEACH WASH AND KAIBITO
 GP0541'CREEK, 3.5 MI. ESE. OF THE JUNCTIONS OF NAVAJO AND KAIBITO CREEKS,
 GP0541'1.9 MI. NNE. OF SMALL BUTTE, 0.2 MI. N. OF NAVAJO CREEK, 500 FT. N.
 GP0541'OF A SADDLE WHICH LEADS TO A SMALLER BUTTE NEAR THE S. POINT OF A
 GP0541'GREEN BRUSH-COVERED BUTTE.
 GP0541'
 GP0541'STATION REACHED BY HELICOPTER.
 GP0541'
 GP0541'STATION MARK--STANDARD TABLET, STAMPED ---ET A 40 1959---, SET IN
 GP0541'SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0544 ***********************************************************************
 GP0544  DESIGNATION -  ET A 41
 GP0544  PID         -  GP0544
 GP0544  STATE/COUNTY-  AZ/COCONINO
 GP0544  USGS QUAD   -  CEDAR TREE BENCH (1985)
 GP0544
 GP0544                         *CURRENT SURVEY CONTROL
 GP0544  ___________________________________________________________________
 GP0544* NAD 83(1992)-  36 49 26.67112(N)    111 12 44.54162(W)     ADJUSTED  
 GP0544* NAVD 88     -      1375.8    (meters)    4514.     (feet)  VERTCON   
 GP0544  ___________________________________________________________________
 GP0544  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 GP0544  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0544  HORZ ORDER  -  THIRD
 GP0544
 GP0544.The horizontal coordinates were established by classical geodetic methods
 GP0544.and adjusted by the National Geodetic Survey in November 1997.
 GP0544
 GP0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0544
 GP0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0544
 GP0544.The geoid height was determined by GEOID03.
 GP0544
 GP0544;                    North         East     Units Scale Factor Converg.
 GP0544;SPC AZ C     -   646,180.084   276,188.685   MT  0.99994862   +0 25 19.7
 GP0544;SPC AZ C     - 2,120,013.40    906,130.86   iFT  0.99994862   +0 25 19.7
 GP0544;UTM  12      - 4,075,377.800   481,060.458   MT  0.99960442   -0 07 38.2
 GP0544
 GP0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0544!SPC AZ C     -   0.99978776  x   0.99994862  =   0.99973639
 GP0544!UTM  12      -   0.99978776  x   0.99960442  =   0.99939226
 GP0544
 GP0544:                Primary Azimuth Mark                     Grid Az
 GP0544:SPC AZ C     -  ET A 14                                  295 58 02.4
 GP0544:UTM  12      -  ET A 14                                  296 31 00.3
 GP0544
 GP0544|---------------------------------------------------------------------|
 GP0544| PID    Reference Object                     Distance      Geod. Az  |
 GP0544|                                                           dddmmss.s |
 GP0544| GP0545 ET A 14                             APPROX. 2.9 KM 2962322.1 |
 GP0544|---------------------------------------------------------------------|
 GP0544
 GP0544                          SUPERSEDED SURVEY CONTROL
 GP0544
 GP0544  NAD 83(1992)-  36 49 26.67085(N)    111 12 44.53989(W) AD(       ) 3
 GP0544  NAD 83(1986)-  36 49 26.66287(N)    111 12 44.54532(W) AD(       ) 3
 GP0544  NAD 27      -  36 49 26.68775(N)    111 12 42.01419(W) AD(       ) 3
 GP0544  NGVD 29 (07/19/86) 1374.8    (m)         4510.     (f) VERT ANG    3  
 GP0544
 GP0544.Superseded values are not recommended for survey control.
 GP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0544.See file dsdata.txt to determine how the superseded data were derived.
 GP0544
 GP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8106075378(NAD 83)
 GP0544_MARKER: DD = SURVEY DISK
 GP0544_SETTING: 66 = SET IN ROCK OUTCROP
 GP0544_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0544+STABILITY: POSITION/ELEVATION WELL
 GP0544
 GP0544  HISTORY     - Date     Condition        Report By
 GP0544  HISTORY     - 1959     MONUMENTED       USGS
 GP0544
 GP0544                          STATION DESCRIPTION
 GP0544
 GP0544'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0544'LOCATED ABOUT 2.5 MI. S. OF THE JUNCTION OF NAVAJO AND KAIBITO CREEKS,
 GP0544'0.7 MI. N. OF JUNCTION OF PEACH WASH AND KAIBITO CREEK, ON HIGHEST
 GP0544'PART OF A SMALL TOP ON THE E. SIDE OF KAIBITO CREEK.
 GP0544'
 GP0544'STATION REACHED BY HELICOPTER.
 GP0544'
 GP0544'STATION MARK--STANDARD TABLET, STAMPED ---ET A 41 1959---, CEMENTED
 GP0544'IN DRILL HOLE IN SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0579 ***********************************************************************
 GP0579  DESIGNATION -  ET A 42
 GP0579  PID         -  GP0579
 GP0579  STATE/COUNTY-  AZ/COCONINO
 GP0579  USGS QUAD   -  PAGE (1985)
 GP0579
 GP0579                         *CURRENT SURVEY CONTROL
 GP0579  ___________________________________________________________________
 GP0579* NAD 83(1992)-  36 55 39.25230(N)    111 24 54.11560(W)     ADJUSTED  
 GP0579* NAVD 88     -      1217.0    (meters)    3993.     (feet)  VERTCON   
 GP0579  ___________________________________________________________________
 GP0579  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GP0579  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0579  HORZ ORDER  -  THIRD
 GP0579
 GP0579.The horizontal coordinates were established by classical geodetic methods
 GP0579.and adjusted by the National Geodetic Survey in November 1997.
 GP0579
 GP0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0579
 GP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0579
 GP0579.The geoid height was determined by GEOID03.
 GP0579
 GP0579;                    North         East     Units Scale Factor Converg.
 GP0579;SPC AZ C     -   657,550.387   258,049.338   MT  0.99992460   +0 18 05.0
 GP0579;SPC AZ C     - 2,157,317.54    846,618.56   iFT  0.99992460   +0 18 05.0
 GP0579;UTM  12      - 4,086,917.966   463,036.987   MT  0.99961683   -0 14 57.7
 GP0579
 GP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0579!SPC AZ C     -   0.99981273  x   0.99992460  =   0.99973734
 GP0579!UTM  12      -   0.99981273  x   0.99961683  =   0.99942963
 GP0579
 GP0579:                Primary Azimuth Mark                     Grid Az
 GP0579:SPC AZ C     -  ET A 2                                   297 50 48.0
 GP0579:UTM  12      -  ET A 2                                   298 23 50.7
 GP0579
 GP0579|---------------------------------------------------------------------|
 GP0579| PID    Reference Object                     Distance      Geod. Az  |
 GP0579|                                                           dddmmss.s |
 GP0579| GP0581 ET A 2                              APPROX. 2.4 KM 2980853.0 |
 GP0579|---------------------------------------------------------------------|
 GP0579
 GP0579                          SUPERSEDED SURVEY CONTROL
 GP0579
 GP0579  NAD 83(1992)-  36 55 39.25213(N)    111 24 54.11563(W) AD(       ) 3
 GP0579  NAD 83(1986)-  36 55 39.24695(N)    111 24 54.11632(W) AD(       ) 3
 GP0579  NAD 27      -  36 55 39.28511(N)    111 24 51.55783(W) AD(       ) 3
 GP0579  NGVD 29 (07/19/86) 1216.1    (m)         3990.     (f) VERT ANG    3  
 GP0579
 GP0579.Superseded values are not recommended for survey control.
 GP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0579.See file dsdata.txt to determine how the superseded data were derived.
 GP0579
 GP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6303786918(NAD 83)
 GP0579_MARKER: DD = SURVEY DISK
 GP0579_SETTING: 66 = SET IN ROCK OUTCROP
 GP0579_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0579+STABILITY: POSITION/ELEVATION WELL
 GP0579
 GP0579  HISTORY     - Date     Condition        Report By
 GP0579  HISTORY     - 1959     MONUMENTED       USGS
 GP0579
 GP0579                          STATION DESCRIPTION
 GP0579
 GP0579'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0579'LOCATED ABOUT 4.0 MI. E. OF GLEN CANYON DAM, 2.5 MI. SE. OF JUNCTION
 GP0579'OF ANTELOPE CREEK AND THE COLORADO RIVER, ON THE HIGHEST POINT ON THE
 GP0579'SOUTHEASTERNMOST TOP OF A GROUP OF SANDSTONE OUTCROPS.
 GP0579'
 GP0579'STATION REACHED BY HELICOPTER.
 GP0579'
 GP0579'STATION MARK--STANDARD TABLET, STAMPED ---ET A 42 1959---, CEMENTED
 GP0579'IN DRILL HOLE IN SOLID SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0578 ***********************************************************************
 GP0578  DESIGNATION -  ET A 5
 GP0578  PID         -  GP0578
 GP0578  STATE/COUNTY-  AZ/COCONINO
 GP0578  USGS QUAD   -  PAGE (1985)
 GP0578
 GP0578                         *CURRENT SURVEY CONTROL
 GP0578  ___________________________________________________________________
 GP0578* NAD 83(1992)-  36 57 01.63463(N)    111 24 27.30080(W)     ADJUSTED  
 GP0578* NAVD 88     -      1169.0    (meters)    3835.     (feet)  VERTCON   
 GP0578  ___________________________________________________________________
 GP0578  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GP0578  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0578  HORZ ORDER  -  THIRD
 GP0578
 GP0578.The horizontal coordinates were established by classical geodetic methods
 GP0578.and adjusted by the National Geodetic Survey in November 1997.
 GP0578
 GP0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0578
 GP0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0578
 GP0578.The geoid height was determined by GEOID03.
 GP0578
 GP0578;                    North         East     Units Scale Factor Converg.
 GP0578;SPC AZ C     -   660,093.262   258,699.356   MT  0.99992532   +0 18 21.7
 GP0578;SPC AZ C     - 2,165,660.31    848,751.17   iFT  0.99992532   +0 18 21.7
 GP0578;UTM  12      - 4,089,453.691   463,711.216   MT  0.99961622   -0 14 42.0
 GP0578
 GP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0578!SPC AZ C     -   0.99982026  x   0.99992532  =   0.99974560
 GP0578!UTM  12      -   0.99982026  x   0.99961622  =   0.99943655
 GP0578
 GP0578:                Primary Azimuth Mark                     Grid Az
 GP0578:SPC AZ C     -  ET A 4                                   000 31 29.1
 GP0578:UTM  12      -  ET A 4                                   001 04 32.8
 GP0578
 GP0578|---------------------------------------------------------------------|
 GP0578| PID    Reference Object                     Distance      Geod. Az  |
 GP0578|                                                           dddmmss.s |
 GP0578| GP0577 ET A 4                              APPROX. 2.3 KM 0004950.8 |
 GP0578|---------------------------------------------------------------------|
 GP0578
 GP0578                          SUPERSEDED SURVEY CONTROL
 GP0578
 GP0578  NAD 83(1992)-  36 57 01.63350(N)    111 24 27.29981(W) AD(       ) 3
 GP0578  NAD 83(1986)-  36 57 01.62826(N)    111 24 27.29993(W) AD(       ) 3
 GP0578  NAD 27      -  36 57 01.66666(N)    111 24 24.73978(W) AD(       ) 3
 GP0578  NGVD 29 (07/19/86) 1168.1    (m)         3832.     (f) VERT ANG    3  
 GP0578
 GP0578.Superseded values are not recommended for survey control.
 GP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0578.See file dsdata.txt to determine how the superseded data were derived.
 GP0578
 GP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6371189454(NAD 83)
 GP0578_MARKER: DD = SURVEY DISK
 GP0578_SETTING: 66 = SET IN ROCK OUTCROP
 GP0578_SP_SET: SET IN ROCK OUTCROP
 GP0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0578+STABILITY: POSITION/ELEVATION WELL
 GP0578
 GP0578  HISTORY     - Date     Condition        Report By
 GP0578  HISTORY     - 1959     MONUMENTED       USGS
 GP0578
 GP0578                          STATION DESCRIPTION
 GP0578
 GP0578'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0578'LOCATED ABOUT 4.4 MI. E-NE. OF GLEN CANYON DAM, 2.0 MI. SW. OF THE
 GP0578'JUNCTION OF NAVAJO CREEK AND THE COLORADO RIVER AND 0.2 MI. S. OF
 GP0578'THE COLORADO RIVER.
 GP0578'
 GP0578'STATION REACHED BY HELICOPTER.
 GP0578'
 GP0578'STATION MARK--STANDARD TABLET, STAMPED ---ET A 5 1959---, SET IN A
 GP0578'SANDSTONE ROCK OUTCROP AT THE HIGHEST POINT ON A SMALL ROCKY TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0564 ***********************************************************************
 GP0564  DESIGNATION -  ET A 6
 GP0564  PID         -  GP0564
 GP0564  STATE/COUNTY-  AZ/COCONINO
 GP0564  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0564
 GP0564                         *CURRENT SURVEY CONTROL
 GP0564  ___________________________________________________________________
 GP0564* NAD 83(1992)-  36 57 31.33126(N)    111 21 29.71534(W)     ADJUSTED  
 GP0564* NAVD 88     -      1284.8    (meters)    4215.     (feet)  VERTCON   
 GP0564  ___________________________________________________________________
 GP0564  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GP0564  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0564  HORZ ORDER  -  THIRD
 GP0564
 GP0564.The horizontal coordinates were established by classical geodetic methods
 GP0564.and adjusted by the National Geodetic Survey in November 1997.
 GP0564
 GP0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0564
 GP0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0564
 GP0564.The geoid height was determined by GEOID03.
 GP0564
 GP0564;                    North         East     Units Scale Factor Converg.
 GP0564;SPC AZ C     -   661,033.240   263,087.337   MT  0.99993045   +0 20 08.7
 GP0564;SPC AZ C     - 2,168,744.23    863,147.43   iFT  0.99993045   +0 20 08.7
 GP0564;UTM  12      - 4,090,351.140   468,106.656   MT  0.99961253   -0 12 55.4
 GP0564
 GP0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0564!SPC AZ C     -   0.99980209  x   0.99993045  =   0.99973255
 GP0564!UTM  12      -   0.99980209  x   0.99961253  =   0.99941470
 GP0564
 GP0564:                Primary Azimuth Mark                     Grid Az
 GP0564:SPC AZ C     -  ET A 7                                   027 11 32.9
 GP0564:UTM  12      -  ET A 7                                   027 44 37.0
 GP0564
 GP0564|---------------------------------------------------------------------|
 GP0564| PID    Reference Object                     Distance      Geod. Az  |
 GP0564|                                                           dddmmss.s |
 GP0564| GP0563 ET A 7                              APPROX. 1.8 KM 0273141.6 |
 GP0564|---------------------------------------------------------------------|
 GP0564
 GP0564                          SUPERSEDED SURVEY CONTROL
 GP0564
 GP0564  NAD 83(1992)-  36 57 31.32951(N)    111 21 29.71322(W) AD(       ) 3
 GP0564  NAD 83(1986)-  36 57 31.32471(N)    111 21 29.71217(W) AD(       ) 3
 GP0564  NAD 27      -  36 57 31.35938(N)    111 21 27.15692(W) AD(       ) 3
 GP0564  NGVD 29 (07/19/86) 1283.9    (m)         4212.     (f) VERT ANG    3  
 GP0564
 GP0564.Superseded values are not recommended for survey control.
 GP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0564.See file dsdata.txt to determine how the superseded data were derived.
 GP0564
 GP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6810790351(NAD 83)
 GP0564_MARKER: DD = SURVEY DISK
 GP0564_SETTING: 66 = SET IN ROCK OUTCROP
 GP0564_SP_SET: SET IN ROCK OUTCROP
 GP0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0564+STABILITY: POSITION/ELEVATION WELL
 GP0564
 GP0564  HISTORY     - Date     Condition        Report By
 GP0564  HISTORY     - 1959     MONUMENTED       USGS
 GP0564
 GP0564                          STATION DESCRIPTION
 GP0564
 GP0564'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0564'LOCATED ABOUT 7.2 MI. E. OF GLEN CANYON DAM, 2.8 MI. W. OF TOWER
 GP0564'BUTTE AND 0.2 MI. S. OF NAVAJO CREEK, ON THE N. END OF A ROUND
 GP0564'SANDSTONE TOP.
 GP0564'
 GP0564'STATION REACHED BY HELICOPTER.
 GP0564'
 GP0564'STATION MARK--STANDARD TABLET, STAMPED ---ET A 6 1959---, CEMENTED
 GP0564'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0563 ***********************************************************************
 GP0563  DESIGNATION -  ET A 7
 GP0563  PID         -  GP0563
 GP0563  STATE/COUNTY-  AZ/COCONINO
 GP0563  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0563
 GP0563                         *CURRENT SURVEY CONTROL
 GP0563  ___________________________________________________________________
 GP0563* NAD 83(1992)-  36 58 22.42520(N)    111 20 56.52503(W)     ADJUSTED  
 GP0563* NAVD 88     -      1283.5    (meters)    4211.     (feet)  VERTCON   
 GP0563  ___________________________________________________________________
 GP0563  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GP0563  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0563  HORZ ORDER  -  THIRD
 GP0563
 GP0563.The horizontal coordinates were established by classical geodetic methods
 GP0563.and adjusted by the National Geodetic Survey in November 1997.
 GP0563
 GP0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0563
 GP0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0563
 GP0563.The geoid height was determined by GEOID03.
 GP0563
 GP0563;                    North         East     Units Scale Factor Converg.
 GP0563;SPC AZ C     -   662,613.025   263,898.972   MT  0.99993146   +0 20 29.0
 GP0563;SPC AZ C     - 2,173,927.25    865,810.28   iFT  0.99993146   +0 20 29.0
 GP0563;UTM  12      - 4,091,922.542   468,933.189   MT  0.99961189   -0 12 35.7
 GP0563
 GP0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0563!SPC AZ C     -   0.99980229  x   0.99993146  =   0.99973377
 GP0563!UTM  12      -   0.99980229  x   0.99961189  =   0.99941426
 GP0563
 GP0563:                Primary Azimuth Mark                     Grid Az
 GP0563:SPC AZ C     -  ET A 6                                   207 11 32.6
 GP0563:UTM  12      -  ET A 6                                   207 44 37.3
 GP0563
 GP0563|---------------------------------------------------------------------|
 GP0563| PID    Reference Object                     Distance      Geod. Az  |
 GP0563|                                                           dddmmss.s |
 GP0563| GP0564 ET A 6                              APPROX. 1.8 KM 2073201.6 |
 GP0563|---------------------------------------------------------------------|
 GP0563
 GP0563                          SUPERSEDED SURVEY CONTROL
 GP0563
 GP0563  NAD 83(1992)-  36 58 22.42355(N)    111 20 56.52294(W) AD(       ) 3
 GP0563  NAD 83(1986)-  36 58 22.41870(N)    111 20 56.52190(W) AD(       ) 3
 GP0563  NAD 27      -  36 58 22.45401(N)    111 20 53.96592(W) AD(       ) 3
 GP0563  NGVD 29 (07/19/86) 1282.6    (m)         4208.     (f) VERT ANG    3  
 GP0563
 GP0563.Superseded values are not recommended for survey control.
 GP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0563.See file dsdata.txt to determine how the superseded data were derived.
 GP0563
 GP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6893391923(NAD 83)
 GP0563_MARKER: DD = SURVEY DISK
 GP0563_SETTING: 66 = SET IN ROCK OUTCROP
 GP0563_SP_SET: SET IN ROCK OUTCROP
 GP0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0563+STABILITY: POSITION/ELEVATION WELL
 GP0563
 GP0563  HISTORY     - Date     Condition        Report By
 GP0563  HISTORY     - 1959     MONUMENTED       USGS
 GP0563
 GP0563                          STATION DESCRIPTION
 GP0563
 GP0563'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0563'LOCATED ABOUT 2.2 MI. W. OF TOWER BUTTE, 8.0 MI. E-NE. OF GLEN
 GP0563'CANYON DAM AND 2.2 MI. E. OF THE JUNCTION OF THE COLORADO RIVER
 GP0563'AND NAVAJO CREEK, ON THE HIGHEST POINT AT S. END OF A BROWN MES
 GP0563'
 GP0563'STATION REACHED BY HELICOPTER.
 GP0563'
 GP0563'STATION MARK--STANDARD TABLET, STAMPED ---ET A 7 1959---, CEMENTED
 GP0563'IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0576 ***********************************************************************
 GP0576  DESIGNATION -  ET A 8
 GP0576  PID         -  GP0576
 GP0576  STATE/COUNTY-  AZ/COCONINO
 GP0576  USGS QUAD   -  PAGE (1985)
 GP0576
 GP0576                         *CURRENT SURVEY CONTROL
 GP0576  ___________________________________________________________________
 GP0576* NAD 83(1992)-  36 59 32.31943(N)    111 23 24.53311(W)     ADJUSTED  
 GP0576* NAVD 88     -      1247.7    (meters)    4093.     (feet)  VERTCON   
 GP0576  ___________________________________________________________________
 GP0576  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GP0576  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0576  HORZ ORDER  -  THIRD
 GP0576
 GP0576.The horizontal coordinates were established by classical geodetic methods
 GP0576.and adjusted by the National Geodetic Survey in November 1997.
 GP0576
 GP0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0576
 GP0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0576
 GP0576.The geoid height was determined by GEOID03.
 GP0576
 GP0576;                    North         East     Units Scale Factor Converg.
 GP0576;SPC AZ C     -   664,746.445   260,226.514   MT  0.99992705   +0 19 00.5
 GP0576;SPC AZ C     - 2,180,926.66    853,761.53   iFT  0.99992705   +0 19 00.5
 GP0576;UTM  12      - 4,094,090.524   465,282.588   MT  0.99961485   -0 14 05.1
 GP0576
 GP0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0576!SPC AZ C     -   0.99980792  x   0.99992705  =   0.99973498
 GP0576!UTM  12      -   0.99980792  x   0.99961485  =   0.99942284
 GP0576
 GP0576:                Primary Azimuth Mark                     Grid Az
 GP0576:SPC AZ C     -  ET A 9                                   271 20 49.6
 GP0576:UTM  12      -  ET A 9                                   271 53 55.2
 GP0576
 GP0576|---------------------------------------------------------------------|
 GP0576| PID    Reference Object                     Distance      Geod. Az  |
 GP0576|                                                           dddmmss.s |
 GP0576| GP0580 ET A 9                              APPROX. 3.1 KM 2713950.1 |
 GP0576|---------------------------------------------------------------------|
 GP0576
 GP0576                          SUPERSEDED SURVEY CONTROL
 GP0576
 GP0576  NAD 83(1992)-  36 59 32.32191(N)    111 23 24.54099(W) AD(       ) 3
 GP0576  NAD 83(1986)-  36 59 32.31718(N)    111 23 24.54108(W) AD(       ) 3
 GP0576  NAD 27      -  36 59 32.35763(N)    111 23 21.98261(W) AD(       ) 3
 GP0576  NGVD 29 (07/19/86) 1246.8    (m)         4091.     (f) VERT ANG    3  
 GP0576
 GP0576.Superseded values are not recommended for survey control.
 GP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0576.See file dsdata.txt to determine how the superseded data were derived.
 GP0576
 GP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6528394091(NAD 83)
 GP0576_MARKER: DD = SURVEY DISK
 GP0576_SETTING: 0 = UNSPECIFIED SETTING
 GP0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0576
 GP0576  HISTORY     - Date     Condition        Report By
 GP0576  HISTORY     - 1959     MONUMENTED       USGS
 GP0576
 GP0576                          STATION DESCRIPTION
 GP0576
 GP0576'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0576'LOCATED ABOUT 6.5 MI. NE. OF GLEN CANYON DAM, 4.8 MI. W. OF TOWER
 GP0576'BUTTE AND 1.3 MI. N. OF THE CONFLUENCE OF NAVAJO CREEK AND THE
 GP0576'COLORADO RIVER, ON A TOP AT THE W. END OF CUMMINGS MESA.
 GP0576'
 GP0576'STATION REACHED BY HELICOPTER.
 GP0576'
 GP0576'STATION MARK--STANDARD TABLET, STAMPED ---ET A 8 1959---, BRAZED ON
 GP0576'TOP OF 1-1/2 IN. GALVANIZED PIPE PROJECTING 2.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0580 ***********************************************************************
 GP0580  DESIGNATION -  ET A 9
 GP0580  PID         -  GP0580
 GP0580  STATE/COUNTY-  AZ/COCONINO
 GP0580  USGS QUAD   -  PAGE (1985)
 GP0580
 GP0580                         *CURRENT SURVEY CONTROL
 GP0580  ___________________________________________________________________
 GP0580* NAD 83(1992)-  36 59 35.23005(N)    111 25 30.23855(W)     ADJUSTED  
 GP0580* NAVD 88     -      1182.9    (meters)    3881.     (feet)  VERTCON   
 GP0580  ___________________________________________________________________
 GP0580  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GP0580  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0580  HORZ ORDER  -  THIRD
 GP0580
 GP0580.The horizontal coordinates were established by classical geodetic methods
 GP0580.and adjusted by the National Geodetic Survey in November 1997.
 GP0580
 GP0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0580
 GP0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0580
 GP0580.The geoid height was determined by GEOID03.
 GP0580
 GP0580;                    North         East     Units Scale Factor Converg.
 GP0580;SPC AZ C     -   664,819.546   257,117.890   MT  0.99992358   +0 17 44.9
 GP0580;SPC AZ C     - 2,181,166.49    843,562.63   iFT  0.99992358   +0 17 44.9
 GP0580;UTM  12      - 4,094,193.515   462,175.771   MT  0.99961762   -0 15 20.8
 GP0580
 GP0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0580!SPC AZ C     -   0.99981809  x   0.99992358  =   0.99974168
 GP0580!UTM  12      -   0.99981809  x   0.99961762  =   0.99943577
 GP0580
 GP0580:                Primary Azimuth Mark                     Grid Az
 GP0580:SPC AZ C     -  BROWN                                    290 12 15.7
 GP0580:UTM  12      -  BROWN                                    290 45 21.4
 GP0580
 GP0580|---------------------------------------------------------------------|
 GP0580| PID    Reference Object                     Distance      Geod. Az  |
 GP0580|                                                           dddmmss.s |
 GP0580| HN0761 BROWN                               APPROX. 2.7 KM 2903000.6 |
 GP0580|---------------------------------------------------------------------|
 GP0580
 GP0580                          SUPERSEDED SURVEY CONTROL
 GP0580
 GP0580  NAD 83(1992)-  36 59 35.23190(N)    111 25 30.24322(W) AD(       ) 3
 GP0580  NAD 83(1986)-  36 59 35.22696(N)    111 25 30.24367(W) AD(       ) 3
 GP0580  NAD 27      -  36 59 35.26848(N)    111 25 27.68031(W) AD(       ) 3
 GP0580  NGVD 29 (07/19/86) 1182.0    (m)         3878.     (f) VERT ANG    3  
 GP0580
 GP0580.Superseded values are not recommended for survey control.
 GP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0580.See file dsdata.txt to determine how the superseded data were derived.
 GP0580
 GP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6217694194(NAD 83)
 GP0580_MARKER: DD = SURVEY DISK
 GP0580_SETTING: 0 = UNSPECIFIED SETTING
 GP0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0580
 GP0580  HISTORY     - Date     Condition        Report By
 GP0580  HISTORY     - 1959     MONUMENTED       USGS
 GP0580
 GP0580                          STATION DESCRIPTION
 GP0580
 GP0580'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GP0580'LOCATED ABOUT 5.3 MI. NE. OF GLEN CANYON DAM AND 0.7 MI. W. OF THE
 GP0580'COLORADO RIVER, ON A SMALL TOP.
 GP0580'
 GP0580'STATION REACHED BY HELICOPTER.
 GP0580'
 GP0580'STATION MARK--STANDARD TABLET, STAMPED ---ET A 9 1959---, WELDED TO
 GP0580'TOP OF A 2 IN. IRON PIPE PROJECTING ABOUT 1.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1150 ***********************************************************************
 CG1150  DESIGNATION -  ETOIKI
 CG1150  PID         -  CG1150
 CG1150  STATE/COUNTY-  AZ/PIMA
 CG1150  USGS QUAD   -  SELLS WEST (1982)
 CG1150
 CG1150                         *CURRENT SURVEY CONTROL
 CG1150  ___________________________________________________________________
 CG1150* NAD 83(1992)-  31 57 13.13819(N)    111 56 34.66847(W)     ADJUSTED  
 CG1150* NAVD 88     -       713.3    (meters)    2340.     (feet)  VERTCON   
 CG1150  ___________________________________________________________________
 CG1150  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 CG1150  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 CG1150  HORZ ORDER  -  SECOND
 CG1150
 CG1150.The horizontal coordinates were established by classical geodetic methods
 CG1150.and adjusted by the National Geodetic Survey in August 1993.
 CG1150
 CG1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1150
 CG1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1150
 CG1150.The geoid height was determined by GEOID03.
 CG1150
 CG1150;                    North         East     Units Scale Factor Converg.
 CG1150;SPC AZ C     -   105,728.198   210,874.132   MT  0.99990008   -0 00 50.1
 CG1150;SPC AZ C     -   346,877.29    691,844.27   iFT  0.99990008   -0 00 50.1
 CG1150;UTM  12      - 3,535,686.225   410,885.500   MT  0.99969794   -0 29 56.7
 CG1150
 CG1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1150!SPC AZ C     -   0.99989284  x   0.99990008  =   0.99979293
 CG1150!UTM  12      -   0.99989284  x   0.99969794  =   0.99959082
 CG1150
 CG1150|---------------------------------------------------------------------|
 CG1150| PID    Reference Object                     Distance      Geod. Az  |
 CG1150|                                                           dddmmss.s |
 CG1150| CH5140 ETOIKI RM 1                           6.876 METERS 12729     |
 CG1150| CH5141 ETOIKI RM 2                           8.613 METERS 19805     |
 CG1150| CG1151 WICK                                APPROX. 4.4 KM 3215628.0 |
 CG1150|---------------------------------------------------------------------|
 CG1150
 CG1150                          SUPERSEDED SURVEY CONTROL
 CG1150
 CG1150  NAD 83(1986)-  31 57 13.13179(N)    111 56 34.66829(W) AD(       ) 2
 CG1150  NAD 27      -  31 57 12.87342(N)    111 56 32.22934(W) AD(       ) 2
 CG1150  NGVD 29 (07/19/86)  712.6    (m)         2338.     (f) VERT ANG    3  
 CG1150
 CG1150.Superseded values are not recommended for survey control.
 CG1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1150.See file dsdata.txt to determine how the superseded data were derived.
 CG1150
 CG1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1088635686(NAD 83)
 CG1150_MARKER: DD = SURVEY DISK
 CG1150_SETTING: 66 = SET IN ROCK OUTCROP
 CG1150_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CG1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1150+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 CG1150
 CG1150  HISTORY     - Date     Condition        Report By
 CG1150  HISTORY     - 1979     MONUMENTED       AZDT
 CG1150  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CG1150  HISTORY     - 20050426 GOOD             INDIV
 CG1150
 CG1150                          STATION DESCRIPTION
 CG1150
 CG1150'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CG1150'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SELLS ON A SMALL
 CG1150'KNOLL ALONG THE SOUTH SIDE OF STATE HIGHWAY 86.
 CG1150'
 CG1150'THE STATION MARK IS AN AZDT HIGHWAY DIVISION DISK STAMPED ETOIKI 1979.
 CG1150'IT IS SET WITH EPOXY IN A DRILL HOLE IN BEDROCK.
 CG1150'
 CG1150'REFERENCE MARK 1 IS AN AZDT DIVISION OF HIGHWAYS DISK STAMPED ETOIKI
 CG1150'RM 1 1979.  IT IS SET WITH EPOXY TO A BOULDER.
 CG1150'
 CG1150'REFERENCE MARK 2 IS AN AZDT DIVISION OF HIGHWAYS DISK STAMPED ETOIKI
 CG1150'RM 2 1979.  IT IS SET WITH EPOXY TO A BOULDER.
 CG1150'
 CG1150'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 86 AND THE OLD
 CG1150'AJO ROAD IN SELLS WHICH IS JUST WEST OF THE WATER TANK, TRAVEL NORTH
 CG1150'WEST ALONG HIGHWAY 86 FOR 4 MILES TO MILE POST 109.6 AND STATION ON A
 CG1150'SMALL KNOLL 200 FEET SOUTH OF HIGHWAY.
 CG1150
 CG1150                          STATION RECOVERY (1999)
 CG1150
 CG1150'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG1150'MARK NOT FOUND.
 CG1150
 CG1150                          STATION RECOVERY (2005)
 CG1150
 CG1150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JB)
 CG1150'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0629 ***********************************************************************
 DV0629  DESIGNATION -  ETTA
 DV0629  PID         -  DV0629
 DV0629  STATE/COUNTY-  AZ/MARICOPA
 DV0629  USGS QUAD   -  PHOENIX (1982)
 DV0629
 DV0629                         *CURRENT SURVEY CONTROL
 DV0629  ___________________________________________________________________
 DV0629* NAD 83(1992)-  33 27 49.90095(N)    112 05 20.82112(W)     ADJUSTED  
 DV0629* NAVD 88     -       330.161  (meters)    1083.20   (feet)  ADJUSTED  
 DV0629  ___________________________________________________________________
 DV0629  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DV0629  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0629  DYNAMIC HT  -         329.778 (meters)    1081.95  (feet)  COMP
 DV0629  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV0629
 DV0629  HORZ ORDER  -  FIRST
 DV0629  VERT ORDER  -  SECOND    CLASS 0
 DV0629
 DV0629.The horizontal coordinates were established by classical geodetic methods
 DV0629.and adjusted by the National Geodetic Survey in August 1993.
 DV0629
 DV0629.The orthometric height was determined by differential leveling
 DV0629.and adjusted in November 1993.
 DV0629
 DV0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0629
 DV0629.The geoid height was determined by GEOID03.
 DV0629
 DV0629.The dynamic height is computed by dividing the NAVD 88
 DV0629.geopotential number by the normal gravity value computed on the
 DV0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0629.degrees latitude (g = 980.6199 gals.).
 DV0629
 DV0629.The modeled gravity was interpolated from observed gravity values.
 DV0629
 DV0629;                    North         East     Units Scale Factor Converg.
 DV0629;SPC AZ C     -   273,205.912   197,330.417   MT  0.99990317   -0 05 42.3
 DV0629;SPC AZ C     -   896,344.86    647,409.50   iFT  0.99990317   -0 05 42.3
 DV0629;UTM  12      - 3,703,243.024   398,792.537   MT  0.99972628   -0 36 02.2
 DV0629
 DV0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0629!SPC AZ C     -   0.99995287  x   0.99990317  =   0.99985604
 DV0629!UTM  12      -   0.99995287  x   0.99972628  =   0.99967916
 DV0629
 DV0629:                Primary Azimuth Mark                     Grid Az
 DV0629:SPC AZ C     -  STRONG                                   097 20 10.0
 DV0629:UTM  12      -  STRONG                                   097 50 29.9
 DV0629
 DV0629|---------------------------------------------------------------------|
 DV0629| PID    Reference Object                     Distance      Geod. Az  |
 DV0629|                                                           dddmmss.s |
 DV0629| DV0652 STRONG                              APPROX. 4.7 KM 0971427.7 |
 DV0629| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 1.7 KM 1250338.8 |
 DV0629| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       APPROX. 2.1 KM 1380901.7 |
 DV0629| DV0628 ETTA RM 1                            16.148 METERS 23851     |
 DV0629| DV0627 ETTA AZ MK A                                       2652229.8 |
 DV0629| DV0630 ETTA RM 2                            16.578 METERS 35320     |
 DV0629| DV0631 ETTA AZ MK B                                       3555550.5 |
 DV0629|---------------------------------------------------------------------|
 DV0629
 DV0629                          SUPERSEDED SURVEY CONTROL
 DV0629
 DV0629  NAD 83(1986)-  33 27 49.89516(N)    112 05 20.82657(W) AD(       ) 1
 DV0629  NAD 27      -  33 27 49.73970(N)    112 05 18.28990(W) AD(       ) 1
 DV0629  NGVD 29 (??/??/92)  329.470  (m)         1080.94   (f) ADJ UNCH    2 0
 DV0629
 DV0629.Superseded values are not recommended for survey control.
 DV0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0629.See file dsdata.txt to determine how the superseded data were derived.
 DV0629
 DV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9879303243(NAD 83)
 DV0629_MARKER: DE = TRAVERSE STATION DISK
 DV0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0629_STAMPING: ETTA 1963
 DV0629_MARK LOGO: CGS   
 DV0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0629+STABILITY: SURFACE MOTION
 DV0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0629+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DV0629
 DV0629  HISTORY     - Date     Condition        Report By
 DV0629  HISTORY     - 1963     MONUMENTED       CGS
 DV0629  HISTORY     - 1963     GOOD             CGS
 DV0629  HISTORY     - 1968     GOOD             AZHD
 DV0629  HISTORY     - 1979     GOOD             AZDT
 DV0629  HISTORY     - 19950107 GOOD             USPSQD
 DV0629  HISTORY     - 20070317 GOOD             GEOCAC
 DV0629  HISTORY     - 20080430 GOOD             GEOCAC
 DV0629
 DV0629                          STATION DESCRIPTION
 DV0629
 DV0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0629'STATION IS LOCATED JUST NORTHWEST OF THE CENTRAL PARK OF
 DV0629'PHOENIX, AT THE CORNER OF NORTH 13TH AVENUE AND WEST WILLETTA
 DV0629'STREET.
 DV0629'
 DV0629'TO REACH THE STATION FROM THE INTERSECTION OF WEST MC DOWELL
 DV0629'ROAD AND NORTH 13TH AVENUE (AZIMUTH MARK B IS SET IN THE CURB
 DV0629'OF THE SOUTHWEST ANGLE OF THIS INTERSECTION) (INTERSECTION
 DV0629'POINT IS IN THE CENTER OF THIS INTERSECTION), GO SOUTH ON NORTH
 DV0629'13TH AVENUE FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DV0629'
 DV0629'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0629'CONCRETE POST WHICH IS SET FLUSH AND IS STAMPED ETTA 1963.
 DV0629'THE MARK IS 42 FEET NORTH OF THE CENTER OF WEST WILLETTA
 DV0629'STREET, 29.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 DV0629'1146 AND 21 FEET EAST OF THE CENTER OF NORTH 13TH AVENUE.
 DV0629'
 DV0629'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0629'HOLE IN THE CURB AND IS STAMPED ETTA NO 1 1963.  THE MARK IS
 DV0629'27 FEET WEST OF THE CENTER OF NORTH 13TH AVENUE AND 15 FEET
 DV0629'NORTH OF THE CENTER OF WILLETTA STREET.
 DV0629'
 DV0629'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0629'HOLE IN THE CURB AND IS STAMPED ETTA NO 2 1963.  THE MARK IS
 DV0629'96 FEET NORTH OF THE CENTER OF WEST WILLETTA STREET AND 14 FEET
 DV0629'EAST OF THE CENTER OF NORTH 13TH AVENUE.
 DV0629'
 DV0629'AZIMUTH MARK A, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV0629'THE CURB AND IS STAMPED ETTA A 1963.  THE MARK IS 76 FEET WEST
 DV0629'OF THE CENTER OF 15TH AVENUE, 15 FEET SOUTH OF THE CENTER OF
 DV0629'WILLETTA STREET AND 10 FEET EAST OF THE CENTER OF A DRIVEWAY.
 DV0629'
 DV0629'AZIMUTH MARK B, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DV0629'IN THE CURB AND IS STAMPED ETTA B 1963.  THE MARK IS 39 FEET
 DV0629'SOUTH OF THE CENTER OF WEST MC DOWELL ROAD, 36 FEET NORTHEAST
 DV0629'OF THE NORTHEAST CORNER OF THE DORANN APARTMENT BUILDING AND
 DV0629'22 FEET WEST OF THE CENTER OF NORTH 13TH AVENUE.
 DV0629'
 DV0629'INTERSECTION POINT, IS A CITY SURVEY BRONZE DISK SET IN TOP OF
 DV0629'CONCRETE POST WHICH IS SET INSIDE A HANDHOLE IN THE CENTER OF
 DV0629'THE INTERSECTION OF WEST MC DOWELL ROAD AND NORTH 13TH AVENUE.
 DV0629'
 DV0629'TO REACH AZIMUTH MARK A FROM THE STATION, GO WEST ON WEST
 DV0629'WILLETTA STREET FOR 0.15 MILE TO THE MARK ON LEFT.
 DV0629'
 DV0629'HEIGHT OF LIGHT ABOVE STATION MARK 19.7 METERS.
 DV0629
 DV0629                          STATION RECOVERY (1963)
 DV0629
 DV0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0629'IN PHOENIX.
 DV0629'AT THE INTERSECTION OF WEST WILLETTA STREET AND NORTH 13TH AVENUE,
 DV0629'ABOUT 0.15 MILE SOUTH OF WEST MCDOWELL ROAD, IN PHOENIX, 21.5 FEET
 DV0629'EAST OF NORTH 13TH STREET, 42 FEET NORTH OF THE CENTER OF WEST
 DV0629'WILLETTA STREET, 10.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 DV0629'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE AVENUE, AND SET IN TOP OF A
 DV0629'CONCRETE POST FLUSH WITH THE GROUND.
 DV0629
 DV0629                          STATION RECOVERY (1968)
 DV0629
 DV0629'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 DV0629'GENERAL LOCATION PHOENIX.
 DV0629'
 DV0629'STATION MARK-ALL MARKS RECOVERED AS DESCRIBED.  THE DESCRIPTION
 DV0629'IS ADEQUATE.
 DV0629
 DV0629                          STATION RECOVERY (1979)
 DV0629
 DV0629'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0629'RECOVERED IN GOOD CONDITION.
 DV0629
 DV0629                          STATION RECOVERY (1995)
 DV0629
 DV0629'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0629'RECOVERED IN GOOD CONDITION.
 DV0629
 DV0629                          STATION RECOVERY (2007)
 DV0629
 DV0629'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0629'RECOVERED AS DESCRIBED IN THE SECOND REPORT FROM 1963, THE ORIGINAL
 DV0629'MONUMENTATION REPORT ERRONEOUSLY STATES THE MARK IS IN THE HANDWELL IN
 DV0629'THE MIDDLE OF THE INTERSECTION. THE MARK IS IN GOOD CONDITION.
 DV0629
 DV0629                          STATION RECOVERY (2008)
 DV0629
 DV0629'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0629'THE STATION MARK, REFERENCE MARK 1, AND AZIMUTH MARK A WERE RECOVERED
 DV0629'IN GOOD CONDITION. REFERENCE MARK 2 IS IN POOR CONDITION, AND AZIMUTH
 DV0629'MARK B WAS SEARCHED FOR AND NOT FOUND.
 DV0629' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0627 ***********************************************************************
 DV0627  DESIGNATION -  ETTA AZ MK A
 DV0627  PID         -  DV0627
 DV0627  STATE/COUNTY-  AZ/MARICOPA
 DV0627  USGS QUAD   -  PHOENIX (1982)
 DV0627
 DV0627                         *CURRENT SURVEY CONTROL
 DV0627  ___________________________________________________________________
 DV0627* NAD 83(1986)-  33 27 48.     (N)    112 05 30.     (W)     SCALED    
 DV0627* NAVD 88     -       329.936  (meters)    1082.46   (feet)  ADJUSTED  
 DV0627  ___________________________________________________________________
 DV0627  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV0627  DYNAMIC HT  -         329.553 (meters)    1081.21  (feet)  COMP
 DV0627  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 DV0627
 DV0627  VERT ORDER  -  SECOND    CLASS 0
 DV0627
 DV0627.The horizontal coordinates were scaled from a topographic map and have
 DV0627.an estimated accuracy of +/- 6 seconds.
 DV0627
 DV0627.The orthometric height was determined by differential leveling
 DV0627.and adjusted in November 1993.
 DV0627
 DV0627.The geoid height was determined by GEOID03.
 DV0627
 DV0627.The dynamic height is computed by dividing the NAVD 88
 DV0627.geopotential number by the normal gravity value computed on the
 DV0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0627.degrees latitude (g = 980.6199 gals.).
 DV0627
 DV0627.The modeled gravity was interpolated from observed gravity values.
 DV0627
 DV0627;                    North         East    Units  Estimated Accuracy
 DV0627;SPC AZ C     -   273,150.      197,090.      MT  (+/- 180 meters Scaled)
 DV0627
 DV0627                          SUPERSEDED SURVEY CONTROL
 DV0627
 DV0627  NGVD 29 (??/??/92)  329.278  (m)         1080.31   (f) ADJ UNCH    2 0
 DV0627
 DV0627.Superseded values are not recommended for survey control.
 DV0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0627.See file dsdata.txt to determine how the superseded data were derived.
 DV0627
 DV0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC985031(NAD 83)
 DV0627_MARKER: DZ = AZIMUTH MARK DISK
 DV0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0627_SP_SET: CURB
 DV0627_STAMPING: ETTA 1963 A
 DV0627_MARK LOGO: CGS   
 DV0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0627+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DV0627
 DV0627  HISTORY     - Date     Condition        Report By
 DV0627  HISTORY     - 1963     MONUMENTED       CGS
 DV0627  HISTORY     - 1979     GOOD             AZDT
 DV0627  HISTORY     - 20070315 GOOD             GEOCAC
 DV0627  HISTORY     - 20080430 GOOD             GEOCAC
 DV0627
 DV0627                          STATION DESCRIPTION
 DV0627
 DV0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0627'IN PHOENIX.
 DV0627'AT THE INTERSECTION OF NORTH 15TH AVENUE AND WILLETTA STREET, ABOUT
 DV0627'0.15 MILE SOUTH ALONG NORTH 15TH AVENUE FROM THE INTERSECTION OF WEST
 DV0627'MCDOWELL ROAD, 15 FEET SOUTH OF THE CENTER OF WILLETTA STREET, 76 FEET
 DV0627'WEST OF THE CENTER OF NORTH 15TH AVENUE, 11 FEET EAST OF THE CENTER OF
 DV0627'A DRIVEWAY TO HOUSE NO. 1505, 12 FEET NORTH OF THE NORTH EDGE OF A
 DV0627'SIDEWALK, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE
 DV0627'TOP OF THE SOUTH CURB OF WILLETTA STREET.
 DV0627
 DV0627                          STATION RECOVERY (1979)
 DV0627
 DV0627'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0627'RECOVERED IN GOOD CONDITION.
 DV0627
 DV0627                          STATION RECOVERY (2007)
 DV0627
 DV0627'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0627'RECOVERED IN GOOD CONDITION.
 DV0627
 DV0627                          STATION RECOVERY (2008)
 DV0627
 DV0627'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0631 ***********************************************************************
 DV0631  DESIGNATION -  ETTA AZ MK B
 DV0631  PID         -  DV0631
 DV0631  STATE/COUNTY-  AZ/MARICOPA
 DV0631  USGS QUAD   -  PHOENIX (1982)
 DV0631
 DV0631                         *CURRENT SURVEY CONTROL
 DV0631  ___________________________________________________________________
 DV0631* NAD 83(1986)-  33 27 56.     (N)    112 05 22.     (W)     SCALED    
 DV0631* NAVD 88     -       330.459  (meters)    1084.18   (feet)  ADJUSTED  
 DV0631  ___________________________________________________________________
 DV0631  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0631  DYNAMIC HT  -         330.076 (meters)    1082.92  (feet)  COMP
 DV0631  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 DV0631
 DV0631  VERT ORDER  -  SECOND    CLASS 0
 DV0631
 DV0631.The horizontal coordinates were scaled from a topographic map and have
 DV0631.an estimated accuracy of +/- 6 seconds.
 DV0631
 DV0631.The orthometric height was determined by differential leveling
 DV0631.and adjusted in November 1993.
 DV0631
 DV0631.The geoid height was determined by GEOID03.
 DV0631
 DV0631.The dynamic height is computed by dividing the NAVD 88
 DV0631.geopotential number by the normal gravity value computed on the
 DV0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0631.degrees latitude (g = 980.6199 gals.).
 DV0631
 DV0631.The modeled gravity was interpolated from observed gravity values.
 DV0631
 DV0631;                    North         East    Units  Estimated Accuracy
 DV0631;SPC AZ C     -   273,390.      197,300.      MT  (+/- 180 meters Scaled)
 DV0631
 DV0631                          SUPERSEDED SURVEY CONTROL
 DV0631
 DV0631  NGVD 29 (??/??/92)  329.715  (m)         1081.74   (f) ADJ UNCH    2 0
 DV0631
 DV0631.Superseded values are not recommended for survey control.
 DV0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0631.See file dsdata.txt to determine how the superseded data were derived.
 DV0631
 DV0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987034(NAD 83)
 DV0631_MARKER: DZ = AZIMUTH MARK DISK
 DV0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0631_SP_SET: CURB
 DV0631_STAMPING: ETTA B 1963
 DV0631_MARK LOGO: CGS   
 DV0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0631
 DV0631  HISTORY     - Date     Condition        Report By
 DV0631  HISTORY     - 1963     MONUMENTED       CGS
 DV0631  HISTORY     - 1979     GOOD             AZDT
 DV0631  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0631  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0631
 DV0631                          STATION DESCRIPTION
 DV0631
 DV0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0631'IN PHOENIX.
 DV0631'AT THE INTERSECTION OF WEST MCDOWELL ROAD AND NORTH 13TH AVENUE IN
 DV0631'PHOENIX, 36 FEET SOUTH OF THE CENTER OF WEST MCDOWELL ROAD, 21 FEET
 DV0631'WEST OF THE CENTER OF NORTH 13TH AVENUE, 10 FEET EAST-SOUTH EAST OF A
 DV0631'STREET LIGHT POLE, 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DV0631'DORANN APARTMENTS BUILDING, ABOUT 0.5 FOOT ABOVE THE LEVEL OF WEST
 DV0631'MCDOWELL ROAD, AND SET IN TOP OF THE CONCRETE CURB AT THE SOUTHWEST
 DV0631'CORNER OF THE INTERSECTION.
 DV0631
 DV0631                          STATION RECOVERY (1979)
 DV0631
 DV0631'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0631'RECOVERED IN GOOD CONDITION.
 DV0631
 DV0631                          STATION RECOVERY (2007)
 DV0631
 DV0631'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0631'A CURB-CUT FOR HANDICAP ACCESS HAS BEEN INSTALLED AT THE DESCRIBED
 DV0631'LOCATION. ASSUMED DESTROYED.
 DV0631
 DV0631                          STATION RECOVERY (2008)
 DV0631
 DV0631'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0631'THE CURB HAS BEEN REBUILT.
 DV0631' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0628 ***********************************************************************
 DV0628  DESIGNATION -  ETTA RM 1
 DV0628  PID         -  DV0628
 DV0628  STATE/COUNTY-  AZ/MARICOPA
 DV0628  USGS QUAD   -  PHOENIX (1982)
 DV0628
 DV0628                         *CURRENT SURVEY CONTROL
 DV0628  ___________________________________________________________________
 DV0628* NAD 83(1986)-  33 27 49.     (N)    112 05 21.     (W)     SCALED    
 DV0628* NAVD 88     -       330.079  (meters)    1082.93   (feet)  ADJUSTED  
 DV0628  ___________________________________________________________________
 DV0628  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0628  DYNAMIC HT  -         329.697 (meters)    1081.68  (feet)  COMP
 DV0628  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV0628
 DV0628  VERT ORDER  -  SECOND    CLASS 0
 DV0628
 DV0628.The horizontal coordinates were scaled from a topographic map and have
 DV0628.an estimated accuracy of +/- 6 seconds.
 DV0628
 DV0628.The orthometric height was determined by differential leveling
 DV0628.and adjusted in November 1993.
 DV0628
 DV0628.The geoid height was determined by GEOID03.
 DV0628
 DV0628.The dynamic height is computed by dividing the NAVD 88
 DV0628.geopotential number by the normal gravity value computed on the
 DV0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0628.degrees latitude (g = 980.6199 gals.).
 DV0628
 DV0628.The modeled gravity was interpolated from observed gravity values.
 DV0628
 DV0628;                    North         East    Units  Estimated Accuracy
 DV0628;SPC AZ C     -   273,180.      197,330.      MT  (+/- 180 meters Scaled)
 DV0628
 DV0628                          SUPERSEDED SURVEY CONTROL
 DV0628
 DV0628  NGVD 29 (??/??/92)  329.422  (m)         1080.78   (f) ADJ UNCH    2 0
 DV0628
 DV0628.Superseded values are not recommended for survey control.
 DV0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0628.See file dsdata.txt to determine how the superseded data were derived.
 DV0628
 DV0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987032(NAD 83)
 DV0628_MARKER: DR = REFERENCE MARK DISK
 DV0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0628_SP_SET: CURB
 DV0628_STAMPING: ETTA NO 1 1963
 DV0628_MARK LOGO: CGS   
 DV0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0628+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DV0628
 DV0628  HISTORY     - Date     Condition        Report By
 DV0628  HISTORY     - 1963     MONUMENTED       CGS
 DV0628  HISTORY     - 1979     GOOD             AZDT
 DV0628  HISTORY     - 20070315 GOOD             GEOCAC
 DV0628  HISTORY     - 20080430 GOOD             GEOCAC
 DV0628
 DV0628                          STATION DESCRIPTION
 DV0628
 DV0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0628'IN PHOENIX.
 DV0628'AT THE INTERSECTION OF WEST WILLETTA STREET AND NORTH 13TH AVENUE,
 DV0628'ABOUT 0.15 MILE SOUTH OF WEST MCDOWELL ROAD, 53.0 FEET SOUTHWEST OF
 DV0628'TRAVERSE STATION ETTA, 15 FEET NORTH OF WEST WILLETTA STREET, 24 FEET
 DV0628'WEST OF NORTH 13TH AVENUE, 25 FEET SOUTHWEST OF A FIRE HYDRANT, AND
 DV0628'SET IN TOP OF THE CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 DV0628'INTERSECTION.
 DV0628
 DV0628                          STATION RECOVERY (1979)
 DV0628
 DV0628'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0628'RECOVERED IN GOOD CONDITION.
 DV0628
 DV0628                          STATION RECOVERY (2007)
 DV0628
 DV0628'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0628'RECOVERED IN GOOD CONDITION.
 DV0628
 DV0628                          STATION RECOVERY (2008)
 DV0628
 DV0628'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0630 ***********************************************************************
 DV0630  DESIGNATION -  ETTA RM 2
 DV0630  PID         -  DV0630
 DV0630  STATE/COUNTY-  AZ/MARICOPA
 DV0630  USGS QUAD   -  PHOENIX (1982)
 DV0630
 DV0630                         *CURRENT SURVEY CONTROL
 DV0630  ___________________________________________________________________
 DV0630* NAD 83(1986)-  33 27 49.     (N)    112 05 21.     (W)     SCALED    
 DV0630* NAVD 88     -       330.126  (meters)    1083.09   (feet)  ADJUSTED  
 DV0630  ___________________________________________________________________
 DV0630  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0630  DYNAMIC HT  -         329.744 (meters)    1081.84  (feet)  COMP
 DV0630  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV0630
 DV0630  VERT ORDER  -  SECOND    CLASS 0
 DV0630
 DV0630.The horizontal coordinates were scaled from a topographic map and have
 DV0630.an estimated accuracy of +/- 6 seconds.
 DV0630
 DV0630.The orthometric height was determined by differential leveling
 DV0630.and adjusted in November 1993.
 DV0630
 DV0630.The geoid height was determined by GEOID03.
 DV0630
 DV0630.The dynamic height is computed by dividing the NAVD 88
 DV0630.geopotential number by the normal gravity value computed on the
 DV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0630.degrees latitude (g = 980.6199 gals.).
 DV0630
 DV0630.The modeled gravity was interpolated from observed gravity values.
 DV0630
 DV0630;                    North         East    Units  Estimated Accuracy
 DV0630;SPC AZ C     -   273,180.      197,330.      MT  (+/- 180 meters Scaled)
 DV0630
 DV0630                          SUPERSEDED SURVEY CONTROL
 DV0630
 DV0630  NGVD 29 (??/??/92)  329.379  (m)         1080.64   (f) ADJ UNCH    2 0
 DV0630
 DV0630.Superseded values are not recommended for survey control.
 DV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0630.See file dsdata.txt to determine how the superseded data were derived.
 DV0630
 DV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987032(NAD 83)
 DV0630_MARKER: DR = REFERENCE MARK DISK
 DV0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0630_SP_SET: CURB
 DV0630_STAMPING: ETTA NO 2 1963
 DV0630_MARK LOGO: CGS   
 DV0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0630
 DV0630  HISTORY     - Date     Condition        Report By
 DV0630  HISTORY     - 1963     MONUMENTED       CGS
 DV0630  HISTORY     - 1979     GOOD             AZDT
 DV0630  HISTORY     - 20070315 POOR             GEOCAC
 DV0630  HISTORY     - 20080430 POOR             GEOCAC
 DV0630
 DV0630                          STATION DESCRIPTION
 DV0630
 DV0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0630'IN PHOENIX.
 DV0630'AT THE INTERSECTION OF WEST WILLETTA STREET AND NORTH 13TH AVENUE,
 DV0630'ABOUT 0.15 MILE SOUTH OF WEST MCDOWELL ROAD, 54.4 FEET NORTH OF
 DV0630'TRAVERSE STATION ETTA, 15 FEET EAST OF THE CENTER OF NORTH 13TH
 DV0630'AVENUE, 96.5 FEET NORTH OF THE CENTER OF WEST WILLETTA STREET, 4.5
 DV0630'FEET WEST OF A TREE, AND SET IN TOP OF THE EAST CURB OF NORTH 13TH
 DV0630'AVENUE.
 DV0630
 DV0630                          STATION RECOVERY (1979)
 DV0630
 DV0630'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0630'RECOVERED IN GOOD CONDITION.
 DV0630
 DV0630                          STATION RECOVERY (2007)
 DV0630
 DV0630'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0630'THE MARK HAS BEEN SERIOUSLY BENT, EITHER BY AN ATTEMPT TO REMOVE IT,
 DV0630'OR ACCIDENTALLY BY MECHANICAL EQUIPMENT.
 DV0630
 DV0630                          STATION RECOVERY (2008)
 DV0630
 DV0630'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0630'THE DISK IS BENT AND PART OF THE CURB IS MISSING.
 DV0630' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1762 ***********************************************************************
 CZ1762  DESIGNATION -  EUREKA
 CZ1762  PID         -  CZ1762
 CZ1762  STATE/COUNTY-  AZ/GRAHAM
 CZ1762  USGS QUAD   -  EUREKA RANCH (1972)
 CZ1762
 CZ1762                         *CURRENT SURVEY CONTROL
 CZ1762  ___________________________________________________________________
 CZ1762* NAD 83(1992)-  32 38 54.61573(N)    110 12 53.50664(W)     ADJUSTED  
 CZ1762* NAVD 88     -      1687.5    (meters)    5536.     (feet)  VERTCON   
 CZ1762  ___________________________________________________________________
 CZ1762  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CZ1762  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CZ1762  HORZ ORDER  -  FIRST
 CZ1762
 CZ1762.The horizontal coordinates were established by classical geodetic methods
 CZ1762.and adjusted by the National Geodetic Survey in August 1993.
 CZ1762
 CZ1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1762
 CZ1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1762
 CZ1762.The geoid height was determined by GEOID03.
 CZ1762
 CZ1762;                    North         East     Units Scale Factor Converg.
 CZ1762;SPC AZ E     -   182,775.131   208,838.579   MT  0.99990025   -0 01 33.6
 CZ1762;SPC AZ E     -   599,655.94    685,165.94   iFT  0.99990025   -0 01 33.6
 CZ1762;UTM  12      - 3,612,593.390   573,634.640   MT  0.99966686   +0 25 24.9
 CZ1762
 CZ1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1762!SPC AZ E     -   0.99973936  x   0.99990025  =   0.99963964
 CZ1762!UTM  12      -   0.99973936  x   0.99966686  =   0.99940631
 CZ1762
 CZ1762|---------------------------------------------------------------------|
 CZ1762| PID    Reference Object                     Distance      Geod. Az  |
 CZ1762|                                                           dddmmss.s |
 CZ1762| CC7365 EUREKA RM 2                           4.562 METERS 21633     |
 CZ1762| CC7363 EUREKA AZ MK                                       2282622.6 |
 CZ1762| CC7364 EUREKA RM 1                           6.107 METERS 30210     |
 CZ1762|---------------------------------------------------------------------|
 CZ1762
 CZ1762                          SUPERSEDED SURVEY CONTROL
 CZ1762
 CZ1762  NAD 83(1986)-  32 38 54.61275(N)    110 12 53.50543(W) AD(       ) 1
 CZ1762  NAD 27      -  32 38 54.36500(N)    110 12 51.20400(W) AD(       ) 1
 CZ1762  NGVD 29 (07/19/86) 1686.7    (m)         5534.     (f) VERT ANG    3  
 CZ1762
 CZ1762.Superseded values are not recommended for survey control.
 CZ1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1762.See file dsdata.txt to determine how the superseded data were derived.
 CZ1762
 CZ1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7363512593(NAD 83)
 CZ1762_MARKER: DS = TRIANGULATION STATION DISK
 CZ1762_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1762_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1762
 CZ1762  HISTORY     - Date     Condition        Report By
 CZ1762  HISTORY     - 1946     MONUMENTED       CGS
 CZ1762  HISTORY     - 1968     GOOD             AMS
 CZ1762
 CZ1762                          STATION DESCRIPTION
 CZ1762
 CZ1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1762'THE STATION IS ABOUT 15 MILES, AIRLINE, WNW OF BONITA AND ABOUT
 CZ1762'2 MILES W OF THE EUREKA RANCH.  THE STATION IS ON THE HIGHEST
 CZ1762'POINT OF A SMALL GROUP OF BROWN-COLORED HILLS NEAR THE N END.
 CZ1762'THERE IS A HILL NEARLY AS HIGH, ABOUT 3/4 MILE NW OF THE STATION.
 CZ1762'THESE HILLS ARE LOCALLY KNOWN AS THE BLACK HILLS.
 CZ1762'
 CZ1762'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW ON THE KLONDYKE
 CZ1762'ROAD FOR 13.5 MILES TO A CATTLE GUARD.  CONTINUE FOR 0.1 MILE
 CZ1762'TO A SIDE ROAD LEFT AND A SIGN READING EUREKA RANCH.  HERE TURN
 CZ1762'LEFT AND GO 1 MILE TO THE RANCH HOUSE ON THE RIGHT.  GO THROUGH
 CZ1762'THE GATE INTO THE CORRALS AND KEEPING JUST TO THE RIGHT OF THE
 CZ1762'FENCE GO 0.2 MILE TO A DIM TRACK ROAD GOING RIGHT OR W.  GO W ON
 CZ1762'THIS ROAD FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH THIS GATE
 CZ1762'AND GO 1 MILE TO A WIRE GATE ON THE SIDE OF A HILL.  CONTINUE AND
 CZ1762'GO 0.5 MILE TO A WIRE GATE AT THE TOP OF A LOW PASS.
 CZ1762'CONTINUE DOWN THE OTHER SIDE FOR 0.5 MILE TO A FORK.  HERE
 CZ1762'TAKE THE RIGHT FORK AND GO 1.6 MILES TO A POINT WHERE THE ROAD
 CZ1762'CROSSES A SMALL SPUR AND STARTS DOWNHILL AGAIN.  THIS IS THE
 CZ1762'END OF TRUCK TRAVEL.  FROM HERE PACK E UP THE RIDGE TO
 CZ1762'THE HIGHEST POINT AND THE STATION.
 CZ1762'
 CZ1762'THE STATION MARK IS A BRONZE STATION DISK, STAMPED EUREKA 1946,
 CZ1762'AND SET IN BEDROCK FLUSH, AT THE HIGHEST POINT OF THE HILL.
 CZ1762'
 CZ1762'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED EUREKA NO
 CZ1762'1 1946, AND SET IN BEDROCK PROJECTING 16 INCHES.  IT IS ABOUT
 CZ1762'LEVEL WITH THE STATION.  THE MARK IS NNE OF THE STATION.
 CZ1762'
 CZ1762'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED EUREKA NO 2
 CZ1762'1946, AND SET IN A BOULDER ABOUT 5- BY 2-FEET PROJECTING 26
 CZ1762'INCHES.  IT IS ABOUT 10 INCHES LOWER THAN THE STATION AND THE
 CZ1762'MARK IS NW OF THE STATION.
 CZ1762'
 CZ1762'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED EUREKA 1946.
 CZ1762'IT IS 4 PACES WSW OF A 4-FOOT CAIRN, 270 PACES WSW OF THE TRACK
 CZ1762'ROAD TO STATION, AND 3/4 MILE SW OF THE STATION.
 CZ1762'
 CZ1762'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1762
 CZ1762                          STATION RECOVERY (1968)
 CZ1762
 CZ1762'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1762'STATION IS LOCATED ABOUT 14.7 AIRMILES (SSE) OF KLONDYKE AND
 CZ1762'2 AIRMILES (W) OF THE EUREKA RANCH.
 CZ1762'
 CZ1762'TO REACH FROM THE POST OFFICE AND GENERAL STORE IN KLONDYKE GO
 CZ1762'16.6 MILES (SE) ON THE KLONDYKE-BONITA ROAD TO A SIGN EUREKA
 CZ1762'RANCH.  HERE TURN RIGHT AND GO 0.9 MILE TO THE RANCH HOUSE ON THE
 CZ1762'RIGHT.  TURN RIGHT IMMEDIATELY AFTER PASSING THE HOUSE AND GO
 CZ1762'ABOUT 150 FT. TURN LEFT AND FOLLOW THE BACK SIDE OF A MACHINE
 CZ1762'SHED TO A WIRE GATE, PASS THROUGH THIS GATE, THROUGH THE CORRAL
 CZ1762'TO A WOODEN GATE, PASS THROUGH THIS GATE AND TURN LEFT, FOLLOW
 CZ1762'A TRAIL WHICH PARALLELS A FENCE WHICH IS ON THE LEFT AND A
 CZ1762'GULLY WHICH IS ON THE RIGHT.  GO 0.25 MILE ON THIS TRAIL TO A
 CZ1762'POINT WHERE THE GULLY CAN BE CROSSED.  CROSS THE GULLY AND
 CZ1762'THEN FOLLOW IT FOR 0.25 MILE TO A POINT WHERE THE TRAIL VEERS
 CZ1762'AWAY FROM THE GULLY, CONTINUE ON THE TRAIL FOR 0.2 MILE TO
 CZ1762'A POINT WHERE THE TRAIL INTERSECTS A FENCE.  CONTINUE ON THE
 CZ1762'TRAIL WHICH PARALLELS THE FENCE LINE (RIGHT SIDE) FOR 0.8 MILE AND
 CZ1762'PASS THROUGH A GATE.  THE TRAIL CONTINUES UP THE HILL TO A WIRE
 CZ1762'GATE WHICH IS AT THE TOP OF A SADDLE FOR 0.5 MILE, CONTINUE ON
 CZ1762'THE TRAIL WHICH FOLLOWS THE BACK (S) SIDE OF A SERIES OF
 CZ1762'PEAKS IN A LOW-LYING RANGE OF MOUNTAINS, CONTINUE ON THE
 CZ1762'TRAIL FOR 1.8 MILES AND END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ1762'(NE) TO HIGHEST POINT ON HILL AND STATION.  STATION IS
 CZ1762'ABOUT 40 FT (NE) OF FENCELINE ON TOP OF HILL.  STATION IS
 CZ1762'USC AND GS BRONZE DISK STAMPED EUREKA 1946.
 CZ1762'
 CZ1762'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK STAMPED EUREKA 1
 CZ1762'1946, AND IT IS (NE)  N 33 DEG E AT A DISTANCE OF 6.10M
 CZ1762'FROM STATION.
 CZ1762'
 CZ1762'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK STAMPED EUREKA 2 1946,
 CZ1762'(NW)  N 52 DEG W AT A DISTANCE OF 4.58M AND A DE OF
 CZ1762'-0.16M FROM THE STATION.
 CZ1762'
 CZ1762'AZIMUTH MARK IS A USC AND GS BRONZE DISK STAMPED EUREKA 1946,
 CZ1762'LOCATED 0.75 MILE (SW)  S 50 DEG W FROM THE STATION.
 CZ1762'
 CZ1762'THE CONDITION OF ALL MARKS IS EXCELLENT.
 CZ1762'
 CZ1762'VIEW FROM STATION IS GOOD IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0564 ***********************************************************************
 DV0564  DESIGNATION -  EVANS
 DV0564  PID         -  DV0564
 DV0564  STATE/COUNTY-  AZ/MARICOPA
 DV0564  USGS QUAD   -  FOWLER (1982)
 DV0564
 DV0564                         *CURRENT SURVEY CONTROL
 DV0564  ___________________________________________________________________
 DV0564* NAD 83(1992)-  33 27 30.72555(N)    112 12 44.12098(W)     ADJUSTED  
 DV0564* NAVD 88     -       318.564  (meters)    1045.16   (feet)  ADJUSTED  
 DV0564  ___________________________________________________________________
 DV0564  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DV0564  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV0564  DYNAMIC HT  -         318.191 (meters)    1043.93  (feet)  COMP
 DV0564  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 DV0564
 DV0564  HORZ ORDER  -  SECOND
 DV0564  VERT ORDER  -  FIRST     CLASS II
 DV0564
 DV0564.The horizontal coordinates were established by classical geodetic methods
 DV0564.and adjusted by the National Geodetic Survey in August 1993.
 DV0564
 DV0564.The orthometric height was determined by differential leveling
 DV0564.and adjusted in November 1993.
 DV0564
 DV0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0564
 DV0564.The geoid height was determined by GEOID03.
 DV0564
 DV0564.The dynamic height is computed by dividing the NAVD 88
 DV0564.geopotential number by the normal gravity value computed on the
 DV0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0564.degrees latitude (g = 980.6199 gals.).
 DV0564
 DV0564.The modeled gravity was interpolated from observed gravity values.
 DV0564
 DV0564;                    North         East     Units Scale Factor Converg.
 DV0564;SPC AZ C     -   272,640.970   185,882.715   MT  0.99990931   -0 09 46.7
 DV0564;SPC AZ C     -   894,491.37    609,851.43   iFT  0.99990931   -0 09 46.7
 DV0564;UTM  12      - 3,702,779.176   387,342.185   MT  0.99975647   -0 40 06.3
 DV0564
 DV0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0564!SPC AZ C     -   0.99995473  x   0.99990931  =   0.99986405
 DV0564!UTM  12      -   0.99995473  x   0.99975647  =   0.99971121
 DV0564
 DV0564|---------------------------------------------------------------------|
 DV0564| PID    Reference Object                     Distance      Geod. Az  |
 DV0564|                                                           dddmmss.s |
 DV0564| DV0566 EVANS RM 3                           16.441 METERS 02243     |
 DV0564| DV0565 EVANS RM 1                           16.687 METERS 02548     |
 DV0564| DV0574 EVANS AZ MK                         APPROX. 0.9 KM 0284818.7 |
 DV0564| DV2097 PHOENIX PUB SER CO TANK             APPROX. 5.6 KM 1081031.7 |
 DV0564| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 4.7 KM 1185659.9 |
 DV0564| DV0563 EVANS RM 2                           18.686 METERS 30233     |
 DV0564|---------------------------------------------------------------------|
 DV0564
 DV0564                          SUPERSEDED SURVEY CONTROL
 DV0564
 DV0564  NAD 83(1986)-  33 27 30.71916(N)    112 12 44.12768(W) AD(       ) 2
 DV0564  NAD 27      -  33 27 30.56530(N)    112 12 41.57860(W) AD(       ) 2
 DV0564  NGVD 29 (??/??/92)  317.944  (m)         1043.12   (f) ADJ UNCH    1 2
 DV0564
 DV0564.Superseded values are not recommended for survey control.
 DV0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0564.See file dsdata.txt to determine how the superseded data were derived.
 DV0564
 DV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8734202779(NAD 83)
 DV0564_MARKER: DE = TRAVERSE STATION DISK
 DV0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0564_STAMPING: EVANS 1963
 DV0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0564+STABILITY: SURFACE MOTION
 DV0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0564+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV0564
 DV0564  HISTORY     - Date     Condition        Report By
 DV0564  HISTORY     - 1963     MONUMENTED       CGS
 DV0564  HISTORY     - 1963     GOOD             CGS
 DV0564  HISTORY     - 1969     GOOD             CGS
 DV0564  HISTORY     - 1969     GOOD             NGS
 DV0564  HISTORY     - 1981     GOOD             AZDT
 DV0564  HISTORY     - 1986     GOOD             LOCSUR
 DV0564  HISTORY     - 19960217 GOOD             USPSQD
 DV0564  HISTORY     - 20060810 GOOD             GEOCAC
 DV0564
 DV0564                          STATION DESCRIPTION
 DV0564
 DV0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0564'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF THE CENTER OF PHOENIX,
 DV0564'1/2 MILE NORTH OF W. VAN BUREN STREET, 1/2 MILE SOUTH OF
 DV0564'W. MC DOWELL RD., 1/2 MILE EAST OF 75TH AVENUE, 1/2 MILE WEST
 DV0564'OF 67TH AVENUE AND IN THE APPROXIMATE CENTER OF SECTION 1 ON
 DV0564'PROPERTY OF MRS. EVANS.
 DV0564'
 DV0564'TO REACH FROM THE JUNCTION OF W. BUCKEYE ROAD (U.S. HIGHWAY
 DV0564'80) AND 75TH AVENUE IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH
 DV0564'ON 75TH AVENUE FOR 1.0 MILE TO W. VAN BUREN STREET, CONTINUE
 DV0564'NORTH ON 75TH AVENUE FOR 0.5 MILE TO DRIVEWAY ON RIGHT, TURN
 DV0564'RIGHT AND GO EAST ALONG SOUTH SIDE OF MRS. EVANS FARM BUILDINGS
 DV0564'FOR 0.2 MILE TO A SLIGHT JOG TO LEFT, CONTINUE EAST ON THE
 DV0564'NORTH SIDE OF CONCRETE IRRIGATION DITCH FOR 0.3 MILE TO POWER
 DV0564'LINE AT FENCE CORNER AND STATION ON RIGHT.
 DV0564'
 DV0564'STATION MARK, A STANDARD TRAVERSE DISK STAMPED EVANS 1963, IS SET
 DV0564'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 1 INCH
 DV0564'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 55 FEET SOUTHWEST
 DV0564'OF THE SOUTH EDGE OF IRRIGATION GATE, 30 FEET WEST OF THE
 DV0564'WEST EDGE OF IRRIGATION DITCH, 27 FEET SOUTH OF THE SOUTH EDGE OF
 DV0564'A CONCRETE IRRIGATION DITCH AND 2.2 FEET NORTH OF POWER POLE
 DV0564'NO. 109 AND THE WITNESS POST.
 DV0564'
 DV0564'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED EVANS NO 1
 DV0564'1963, IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 DV0564'CONCRETE IRRIGATION GATE.  THE MARK IS 57 FEET NORTHEAST OF
 DV0564'A POWER POLE NO. 109, 9 FEET NORTH OF CENTER OF ROAD AND 3.5
 DV0564'FEET WEST OF FENCE.
 DV0564'
 DV0564'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED EVANS
 DV0564'NO 2 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV0564'PROJECTS ABOUT 1 INCH.  THE MARK IS 76 FEET WEST-SOUTHWEST
 DV0564'OF A IRRIGATION GATE, 63 FEET NORTHWEST OF POWER POLE NO. 109
 DV0564'AND THE WITNESS POST, 32 FEET SOUTHWEST OF A TREE, 9 FEET
 DV0564'SOUTH OF CENTER OF TRACK ROAD AND 1 FOOT NORTH OF THE NORTH
 DV0564'EDGE OF CONCRETE IRRIGATION DITCH.
 DV0564'
 DV0564'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EVANS 1963, IS
 DV0564'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0564'3 INCHES.  THE MARK IS 28 FEET NORTH OF THE CENTER OF W.
 DV0564'MC DOWELL ROAD, 19 FEET EAST-NORTHEAST OF A UTILITY POLE
 DV0564'NO. 60E-6, 2.3 FEET SOUTH OF FENCE AND 2.1 FEET WEST OF WITNESS
 DV0564'POST.
 DV0564'
 DV0564'TO REACH THE AZIMUTH MARK FROM DRIVEWAY TO MRS. EVANS FARM, GO
 DV0564'NORTH 0.5 MILE TO W. MC DOWELL ROAD, TURN RIGHT AND GO EAST
 DV0564'FOR 0.7 MILE TO THE AZIMUTH MARK ON LEFT.
 DV0564'
 DV0564'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0564
 DV0564                          STATION RECOVERY (1963)
 DV0564
 DV0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0564'IN PHOENIX.
 DV0564'1.0 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0564'PACIFIC CO. RAILROAD TO A HOUSE EAST OF THE AVENUE, THENCE 0.5 MILE
 DV0564'EAST ALONG A DIRT FARM ROAD TO A POWER LINE RUNNING NORTH AND SOUTH,
 DV0564'42.5 FEET SOUTH OF THE FARM ROAD, 27 FEET SOUTH OF AN IRRIGATION
 DV0564'DITCH, 2.2 FEET NORTH OF POWER POLE NO. 5 1/2 E, 5 1/2 N, 109, ABOUT 1
 DV0564'FOOT BELOW THE LEVEL OF THE DIRT ROAD, AND SET IN TOP OF A CONCRETE
 DV0564'POST ABOUT FLUSH WITH THE GROUND.
 DV0564
 DV0564                          STATION RECOVERY (1969)
 DV0564
 DV0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GLS)
 DV0564'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK 2 WERE
 DV0564'RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 DV0564'REFERENCE MARK 1 WAS NOT RECOVERED AND IS EITHER BURIED OR
 DV0564'DESTROYED BY NEW IRRIGATION HEADGATE CONSTRUCTION AT THE
 DV0564'DESCRIBED SITE.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 DV0564'TIME.
 DV0564'
 DV0564'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF THE CENTER
 DV0564'OF PHOENIX, 1/2 MILE NORTH OF W. VAN BUREN STREET, 1/2 MILE
 DV0564'SOUTH OF W. MC DOWELL ROAD, 1/2 MILE WEST OF 67TH AVENUE, 1/2
 DV0564'MILE EAST OF 75TH AVENUE, IN THE SOUTHWEST CORNER OF THE
 DV0564'T-INTERSECTION OF IRRIGATION DITCHES, AND IN THE APPROXIMATE
 DV0564'CENTER OF SECTION 1 ON PROPERTY OF MRS. EVANS.
 DV0564'
 DV0564'TO REACH THE STATION FROM THE JUNCTION OF W. BUCKEYE ROAD
 DV0564'(U.S. HIGHWAY 80), AND 75TH AVENUE, DRIVE NORTH ON THE AVENUE
 DV0564'FOR 1.0 MILE TO W. VAN BUREN STREET.  CONTINUE NORTH ON 75TH
 DV0564'AVENUE FOR 0.5 MILE TO A FARM HOUSE DRIVEWAY ON THE RIGHT.
 DV0564'TURN RIGHT, DRIVE EAST ON A FARM ROAD ALONG THE SOUTH SIDE OF
 DV0564'MRS. EVANS BUILDINGS TO A SLIGHT JOG TO THE LEFT.  CONTINUE
 DV0564'EAST ALONG THE NORTH SIDE OF A CONCRETE IRRIGATION DITCH FOR
 DV0564'0.3 MILE TO THE JUNCTION OF IRRIGATION DITCHES, A NORTH-SOUTH
 DV0564'POWERLINE, AND THE STATION.
 DV0564'
 DV0564'THE STATION MARK, A STANDARD TRAVERSE DISK STAMPED EVANS 1963,
 DV0564'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS 5 INCHES
 DV0564'BELOW THE SURFACE OF THE GROUND.  IT IS 55 FEET SOUTHWEST
 DV0564'OF THE SOUTH EDGE OF A CONCRETE IRRIGATION DITCH, 27 FEET
 DV0564'SOUTH OF THE SOUTH EDGE OF A EAST-WEST IRRIGATION DITCH, AND 2.2
 DV0564'FEET NORTH OF POWERLINE POLE 109 AND A METAL WITNESS POST
 DV0564'WITH SIGN ATTACHED.
 DV0564'
 DV0564'REFERENCE MARK 2, A STANDARD DISK STAMPED EVANS NO 2 1963, IS
 DV0564'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV0564'GROUND SURFACE.  IT IS 76 FEET WEST-SOUTHWEST OF THE IRRIGATION
 DV0564'HEADGATE, 63 FEET NORTHWEST OF POWERLINE POLE 109 AND THE
 DV0564'WITNESS POST, 9 FEET SOUTH OF THE CENTER OF A FIELD ROAD,
 DV0564'AND 1 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE LINED
 DV0564'IRRIGATION DITCH.
 DV0564'
 DV0564'REFERENCE MARK 3, A STANDARD DISK STAMPED EVANS NO 3 1963 1969,
 DV0564'IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE
 DV0564'CONCRETE IRRIGATION HEADGATE FOR LATTERAL 2-19-26.  IT IS 55
 DV0564'FEET NORTHEAST OF POWERLINE POLE 109, 1.5 FEET WEST OF THE
 DV0564'CENTER OF THE HEADGATE, AND 0.5 FOOT SOUTH OF A 3 INCHES IN
 DV0564'DIAMETER IRON PIPE THAT PROJECTS 18 INCHES.
 DV0564'
 DV0564'THE AZIMUTH MARK, A STANDARD DISK STAMPED EVANS 1963, IS SET IN
 DV0564'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE THE
 DV0564'GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF W. MC DOWELL
 DV0564'ROAD, 19 FEET EAST-NORTHEAST OF UTILITY POLE 60E-6, 2.3 FEET
 DV0564'SOUTH OF A FENCE, AND 2.1 FEET WEST OF A METAL WITNESS POST
 DV0564'WITH SIGN ATTACHED.
 DV0564'
 DV0564'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY INTO MRS. EVANS
 DV0564'FARM, DRIVE NORTH ON 75TH AVENUE FOR 0.5 MILE TO MC DOWELL ROAD.
 DV0564'TURN RIGHT AND CONTINUE EAST ON THE ROAD FOR 0.7 MILE TO THE MARK
 DV0564'ON THE LEFT.
 DV0564
 DV0564                          STATION RECOVERY (1969)
 DV0564
 DV0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DV0564'RECOVERED IN GOOD CONDITION.
 DV0564
 DV0564                          STATION RECOVERY (1981)
 DV0564
 DV0564'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0564'5.7 MI (9.2 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0564'INTERSECTION OF INTERSTATE 17 TO 71ST AVENUE, THENCE SOUTH 0.5 MILES
 DV0564'(0.80 KM) ON A DIRT FARM ROAD TO THE MARK ON THE RIGHT.  A STANDARD
 DV0564'CGS BRASS CAP IN A CONCRETE POST 0.5 FT (0.2 M) BELOW THE
 DV0564'SURFACE.  2.2 FT (67.06 CM) NORTH OF POWER POLE NUMBER 109 WITH
 DV0564'WITNESS SIGN, 4.0 FT (1.22 M) OF WEST OF WEST EDGE OF A NORTH-SOUTH
 DV0564'CONCRETE IRRIGATION DITCH, 27.0 FT (8.23 M) SOUTH OF A EAST-WEST
 DV0564'CONCRETE IRRIGATION DITCH, 18.0 FT (5.49 M) WEST OF CENTERLINE
 DV0564'OF A NORTH-SOUTH FARM ROAD.
 DV0564
 DV0564                          STATION RECOVERY (1986)
 DV0564
 DV0564'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0564'RECOVERED IN GOOD CONDITION.
 DV0564
 DV0564                          STATION RECOVERY (1996)
 DV0564
 DV0564'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0564'RECOVERED IN GOOD CONDITION.
 DV0564
 DV0564                          STATION RECOVERY (2006)
 DV0564
 DV0564'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0564'THE STATION IS NOW ABOUT A FOOT BELOW GROUND LEVEL. THE REFERENCE
 DV0564'MARKS WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0574 ***********************************************************************
 DV0574  DESIGNATION -  EVANS AZ MK
 DV0574  PID         -  DV0574
 DV0574  STATE/COUNTY-  AZ/MARICOPA
 DV0574  USGS QUAD   -  FOWLER (1982)
 DV0574
 DV0574                         *CURRENT SURVEY CONTROL
 DV0574  ___________________________________________________________________
 DV0574* NAD 83(1992)-  33 27 57.20629(N)    112 12 26.74745(W)     ADJUSTED  
 DV0574* NAVD 88     -       322.49   (+/-2cm)    1058.0    (feet)  VERTCON   
 DV0574  ___________________________________________________________________
 DV0574  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DV0574  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV0574  HORZ ORDER  -  SECOND
 DV0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0574
 DV0574.The horizontal coordinates were established by classical geodetic methods
 DV0574.and adjusted by the National Geodetic Survey in August 1993.
 DV0574
 DV0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0574.The vertical order pertains to the NGVD 29 superseded value.
 DV0574
 DV0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0574
 DV0574.The geoid height was determined by GEOID03.
 DV0574
 DV0574;                    North         East     Units Scale Factor Converg.
 DV0574;SPC AZ C     -   273,455.475   186,333.611   MT  0.99990900   -0 09 37.2
 DV0574;SPC AZ C     -   897,163.63    611,330.74   iFT  0.99990900   -0 09 37.2
 DV0574;UTM  12      - 3,703,589.546   387,800.180   MT  0.99975520   -0 39 57.2
 DV0574
 DV0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0574!SPC AZ C     -   0.99995411  x   0.99990900  =   0.99986312
 DV0574!UTM  12      -   0.99995411  x   0.99975520  =   0.99970932
 DV0574
 DV0574                          SUPERSEDED SURVEY CONTROL
 DV0574
 DV0574  NAD 83(1986)-  33 27 57.20020(N)    112 12 26.75406(W) AD(       ) 2
 DV0574  NAD 27      -  33 27 57.04700(N)    112 12 24.20520(W) AD(       ) 2
 DV0574  NGVD 29 (??/??/92)  321.868  (m)         1056.00   (f) ADJ UNCH    2 0
 DV0574
 DV0574.Superseded values are not recommended for survey control.
 DV0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0574.See file dsdata.txt to determine how the superseded data were derived.
 DV0574
 DV0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8780003590(NAD 83)
 DV0574_MARKER: DZ = AZIMUTH MARK DISK
 DV0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0574_STAMPING: EVANS 1963
 DV0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0574+STABILITY: SURFACE MOTION
 DV0574
 DV0574  HISTORY     - Date     Condition        Report By
 DV0574  HISTORY     - 1963     MONUMENTED       CGS
 DV0574  HISTORY     - 1963     GOOD             CGS
 DV0574  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0574  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0574
 DV0574                          STATION DESCRIPTION
 DV0574
 DV0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0574'TO REACH THE STATION FROM THE JUNCTION OF W. BUCKEYE ROAD
 DV0574'(U.S. HIGHWAY 80), AND 75TH AVENUE, DRIVE NORTH ON THE AVENUE
 DV0574'FOR 1.0 MILE TO W. VAN BUREN STREET.  CONTINUE NORTH ON 75TH
 DV0574'AVENUE FOR 0.5 MILE TO A FARM HOUSE DRIVEWAY ON THE RIGHT.
 DV0574'TURN RIGHT, DRIVE EAST ON A FARM ROAD ALONG THE SOUTH SIDE OF
 DV0574'MRS. EVANS BUILDINGS TO A SLIGHT JOG TO THE LEFT.  CONTINUE
 DV0574'EAST ALONG THE NORTH SIDE OF A CONCRETE IRRIGATION DITCH FOR
 DV0574'0.3 MILE TO THE JUNCTION OF IRRIGATION DITCHES, A NORTH-SOUTH
 DV0574'POWERLINE, AND STATION EVANS.
 DV0574'
 DV0574'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY INTO MRS. EVANS
 DV0574'FARM, DRIVE NORTH ON 75TH AVENUE FOR 0.5 MILE TO MC DOWELL ROAD.
 DV0574'TURN RIGHT AND CONTINUE EAST ON THE ROAD FOR 0.7 MILE TO THE MARK
 DV0574'ON THE LEFT.
 DV0574'
 DV0574'THE AZIMUTH MARK, A STANDARD DISK STAMPED EVANS 1963, IS SET IN
 DV0574'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE THE
 DV0574'GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF W. MC DOWELL
 DV0574'ROAD, 19 FEET EAST-NORTHEAST OF UTILITY POLE 60E-6, 2.3 FEET
 DV0574'SOUTH OF A FENCE, AND 2.1 FEET WEST OF A METAL WITNESS POST
 DV0574'WITH SIGN ATTACHED.
 DV0574
 DV0574                          STATION RECOVERY (1963)
 DV0574
 DV0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0574'IN PHOENIX.
 DV0574'1.5 MILES NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0574'PACIFIC CO. RAILROAD, THENCE 0.75 MILE EAST ALONG MCDOWELL ROAD, ABOUT
 DV0574'MIDWAY BETWEEN TWO DRIVES LEADING NORTH TO A HOUSE, 28.5 FEET NORTH OF
 DV0574'THE CENTER OF MCDOWELL ROAD, 108 FEET WEST OF THE CENTER OF A
 DV0574'DRIVEWAY, 123 FEET EAST OF THE CENTER OF A DRIVEWAY, 20.6 FEET
 DV0574'EAST-NORTHEAST OF POWER POLE NO. 60E6, 2.5 FEET SOUTH OF A FENCE, 2.2
 DV0574'FEET WEST OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF
 DV0574'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0574'NOTE-- THE MARK MAY ALSO BE REACHED FROM THE CROSSING OF THE SOUTHERN
 DV0574'PACIFIC CO. RAILROAD ON 67TH AVENUE BY GOING 1.5 MILE NORTH ALONG 67TH
 DV0574'AVENUE, THENCE 0.25 MILE WEST ALONG MCDOWELL ROAD.
 DV0574
 DV0574                          STATION RECOVERY (1996)
 DV0574
 DV0574'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0574'MARK NOT FOUND.
 DV0574
 DV0574                          STATION RECOVERY (2007)
 DV0574
 DV0574'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0574'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE ROAD HAS BEEN
 DV0574'CONSIDERABLY WIDENED, AND THE DESCRIPTION PLACES IT AT THE NORTHERN
 DV0574'EDGE OF THE WESTBOUND LANES. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0563 ***********************************************************************
 DV0563  DESIGNATION -  EVANS RM 2
 DV0563  PID         -  DV0563
 DV0563  STATE/COUNTY-  AZ/MARICOPA
 DV0563  USGS QUAD   -  FOWLER (1982)
 DV0563
 DV0563                         *CURRENT SURVEY CONTROL
 DV0563  ___________________________________________________________________
 DV0563* NAD 83(1986)-  33 27 31.     (N)    112 12 45.     (W)     SCALED    
 DV0563* NAVD 88     -       318.965  (meters)    1046.47   (feet)  ADJUSTED  
 DV0563  ___________________________________________________________________
 DV0563  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV0563  DYNAMIC HT  -         318.592 (meters)    1045.25  (feet)  COMP
 DV0563  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 DV0563
 DV0563  VERT ORDER  -  FIRST     CLASS II
 DV0563
 DV0563.The horizontal coordinates were scaled from a topographic map and have
 DV0563.an estimated accuracy of +/- 6 seconds.
 DV0563
 DV0563.The orthometric height was determined by differential leveling
 DV0563.and adjusted in November 1993.
 DV0563
 DV0563.The geoid height was determined by GEOID03.
 DV0563
 DV0563.The dynamic height is computed by dividing the NAVD 88
 DV0563.geopotential number by the normal gravity value computed on the
 DV0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0563.degrees latitude (g = 980.6199 gals.).
 DV0563
 DV0563.The modeled gravity was interpolated from observed gravity values.
 DV0563
 DV0563;                    North         East    Units  Estimated Accuracy
 DV0563;SPC AZ C     -   272,650.      185,860.      MT  (+/- 180 meters Scaled)
 DV0563
 DV0563                          SUPERSEDED SURVEY CONTROL
 DV0563
 DV0563  NGVD 29 (??/??/92)  318.335  (m)         1044.40   (f) ADJ UNCH    1 2
 DV0563
 DV0563.Superseded values are not recommended for survey control.
 DV0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0563.See file dsdata.txt to determine how the superseded data were derived.
 DV0563
 DV0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC873027(NAD 83)
 DV0563_MARKER: DR = REFERENCE MARK DISK
 DV0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0563_STAMPING: EVANS NO 2 1963
 DV0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0563+STABILITY: SURFACE MOTION
 DV0563
 DV0563  HISTORY     - Date     Condition        Report By
 DV0563  HISTORY     - 1963     MONUMENTED       CGS
 DV0563  HISTORY     - 1969     GOOD             NGS
 DV0563  HISTORY     - 1981     GOOD             AZDT
 DV0563  HISTORY     - 1986     GOOD             LOCSUR
 DV0563  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0563  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 DV0563
 DV0563                          STATION DESCRIPTION
 DV0563
 DV0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0563'IN PHOENIX.
 DV0563'1.0 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0563'PACIFIC CO. RAILROAD TO A HOUSE EAST OF THE AVENUE, THENCE 0.5 MILE
 DV0563'EAST ALONG A DIRT FARM ROAD TO A POWER LINE RUNNING NORTH AND SOUTH,
 DV0563'7.5 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 1.5 FEET NORTH OF AN
 DV0563'IRRIGATION DITCH, 62 FEET NORTHWEST OF POWER POLE NO. 5 1/2 E 5 1/2 N
 DV0563'109, 61.3 FEET NORTHWEST OF TRAVERSE STATION EVANS, AND SET IN TOP OF
 DV0563'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 DV0563
 DV0563                          STATION RECOVERY (1969)
 DV0563
 DV0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DV0563'RECOVERED IN GOOD CONDITION.
 DV0563
 DV0563                          STATION RECOVERY (1981)
 DV0563
 DV0563'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0563'5.7 MI (9.2 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM
 DV0563'THE INTERSECTION OF INTERSTATE 17 TO 71ST AVENUE, THENCE SOUTH 0.5 MIL
 DV0563'(0.80 KM) ON A DIRT ROAD TO THE MARK ON THE RIGHT.  A STANDARD
 DV0563'CGS BRASS CAP IN A CONCRETE POST FLUSH WITH THE GROUND, 1.5 FEET
 DV0563'(0.46 METER) NORTH OF AN IRRIGATION DITCH, 62.0 FT (18.9 METERS)
 DV0563'NORTHWEST OF POWER POLE NUMBER 109, 61.3 FT (18.68 METERS) NORTHWEST
 DV0563'OF TRAVERSE STATION EVANS
 DV0563
 DV0563                          STATION RECOVERY (1986)
 DV0563
 DV0563'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV0563'RECOVERED IN GOOD CONDITION.
 DV0563
 DV0563                          STATION RECOVERY (1996)
 DV0563
 DV0563'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0563'MARK NOT FOUND.
 DV0563
 DV0563                          STATION RECOVERY (2006)
 DV0563
 DV0563'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0566 ***********************************************************************
 DV0566  DESIGNATION -  EVANS RM 3
 DV0566  PID         -  DV0566
 DV0566  STATE/COUNTY-  AZ/MARICOPA
 DV0566  USGS QUAD   -  FOWLER (1982)
 DV0566
 DV0566                         *CURRENT SURVEY CONTROL
 DV0566  ___________________________________________________________________
 DV0566* NAD 83(1986)-  33 27 30.     (N)    112 12 44.     (W)     SCALED    
 DV0566* NAVD 88     -       319.26   (meters)    1047.4    (feet)  RESET     
 DV0566  ___________________________________________________________________
 DV0566  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV0566  VERT ORDER  -  THIRD
 DV0566
 DV0566.The horizontal coordinates were scaled from a topographic map and have
 DV0566.an estimated accuracy of +/- 6 seconds.
 DV0566
 DV0566.The orthometric height was computed from unverified reset data.
 DV0566
 DV0566.The geoid height was determined by GEOID03.
 DV0566
 DV0566;                    North         East    Units  Estimated Accuracy
 DV0566;SPC AZ C     -   272,620.      185,890.      MT  (+/- 180 meters Scaled)
 DV0566
 DV0566                          SUPERSEDED SURVEY CONTROL
 DV0566
 DV0566.No superseded survey control is available for this station.
 DV0566
 DV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC873027(NAD 83)
 DV0566_MARKER: DR = REFERENCE MARK DISK
 DV0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0566_SP_SET: HEADGATE
 DV0566_STAMPING: EVANS NO 3 1963 1969
 DV0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0566
 DV0566  HISTORY     - Date     Condition        Report By
 DV0566  HISTORY     - 1969     MONUMENTED       CGS
 DV0566  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 DV0566
 DV0566                          STATION DESCRIPTION
 DV0566
 DV0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DV0566'IN PHOENIX.
 DV0566'1.0 MILE NORTH ALONG 75TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0566'PACIFIC COMPANY RAILROAD, OR 0.5 MILE NORTH OF THBE CROSSROAD
 DV0566'INTERSECTION OF 75TH AVENUE AND W. VAN BUREN STREET, TO A FARM HOUSE
 DV0566'ON THE EAST SIDE OF THE AVENUE, THENCE 0.5 MILE EAST ALONG A DIRT FARM
 DV0566'ROAD TO A T-INTERSECTION OF IRRIGATION DITCHES AND A NORTH-SOUTH
 DV0566'POWERLINE, 8 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 55 FEET
 DV0566'NORTHEAST OF POWERLINE POLE NO. 109, AND CEMENTED IN A DRILL HOLE IN
 DV0566'THE TOP OF THE SOUTH SIDE OF THE CONCRETE HEADGATE FOR IRRIGATION
 DV0566'LATTERAL NO. 2-19-26.  IT IS 1.5 FEET WEST OF THE CENTER OF THE
 DV0566'HEADGATE AND 0.5 FOOT SOUTH OF A 3 INCHES IN DIAMETER IRON PIPE THAT
 DV0566'PROJECTS 18 INCHES.
 DV0566
 DV0566                          STATION RECOVERY (2006)
 DV0566
 DV0566'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0517 ***********************************************************************
 CY0517  DESIGNATION -  EXIT 2 RM 4
 CY0517  PID         -  CY0517
 CY0517  STATE/COUNTY-  AZ/COCHISE
 CY0517  USGS QUAD   -  RAILROAD PASS (1979)
 CY0517
 CY0517                         *CURRENT SURVEY CONTROL
 CY0517  ___________________________________________________________________
 CY0517* NAD 83(1986)-  32 21 32.     (N)    109 40 53.     (W)     SCALED    
 CY0517* NAVD 88     -      1297.669  (meters)    4257.44   (feet)  ADJUSTED  
 CY0517  ___________________________________________________________________
 CY0517  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0517  DYNAMIC HT  -        1295.742 (meters)    4251.11  (feet)  COMP
 CY0517  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 CY0517
 CY0517  VERT ORDER  -  FIRST     CLASS II
 CY0517
 CY0517.The horizontal coordinates were scaled from a topographic map and have
 CY0517.an estimated accuracy of +/- 6 seconds.
 CY0517
 CY0517.The orthometric height was determined by differential leveling
 CY0517.and adjusted in June 1991.
 CY0517
 CY0517.The geoid height was determined by GEOID03.
 CY0517
 CY0517.The dynamic height is computed by dividing the NAVD 88
 CY0517.geopotential number by the normal gravity value computed on the
 CY0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0517.degrees latitude (g = 980.6199 gals.).
 CY0517
 CY0517.The modeled gravity was interpolated from observed gravity values.
 CY0517
 CY0517;                    North         East    Units  Estimated Accuracy
 CY0517;SPC AZ E     -   150,760.      259,030.      MT  (+/- 180 meters Scaled)
 CY0517
 CY0517                          SUPERSEDED SURVEY CONTROL
 CY0517
 CY0517.No superseded survey control is available for this station.
 CY0517
 CY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA240809(NAD 83)
 CY0517_MARKER: DR = REFERENCE MARK DISK
 CY0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0517_SP_SET: BRIDGE
 CY0517_STAMPING: RM 4 1974
 CY0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0517
 CY0517  HISTORY     - Date     Condition        Report By
 CY0517  HISTORY     - 1974     MONUMENTED       AZHD
 CY0517  HISTORY     - 1979     GOOD             NGS
 CY0517
 CY0517                          STATION DESCRIPTION
 CY0517
 CY0517'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 CY0517'11.4 MI NE FROM WILLCOX.
 CY0517'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0517'TO INTERSTATE HIGHWAY 10, THENCE 7.2 MILES NORTHEAST ALONG I-10 TO THE
 CY0517'JUNCTION OF U.S. HIGHWAY 666.  AT THE NORTHWEST END OF THE HIGHWAY
 CY0517'OVERPASS.  SET IN A DRILL HOLE IN THE WHEEL GUARD AT THE NORTHEAST END
 CY0517'OF THE BRIDGE.
 CY0517
 CY0517                          STATION RECOVERY (1979)
 CY0517
 CY0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0517'19.1 KILOMETERS (11.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0517'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET IN TOP OF THE NORTH END
 CY0517'OF THE EAST CURBING AND AT THE NORTHEAST CORNER OF THE HIGHWAY 666
 CY0517'BRIDGE OVER I-10, 4.8 METERS (15.8 FEET) EAST OF THE CENTERLINE OF
 CY0517'HIGHWAY 666, 11.2 METERS (36.8 FEET) EAST-SOUTHEAST OF THE STATION
 CY0517'AND 1.4 METERS (4.8 FEET) SOUTH OF THE NORTH END OF THE CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1173 ***********************************************************************
 CY1173  DESIGNATION -  EXIT 2 RM 5 AZIMUTH
 CY1173  PID         -  CY1173
 CY1173  STATE/COUNTY-  AZ/COCHISE
 CY1173  USGS QUAD   -  RAILROAD PASS (1979)
 CY1173
 CY1173                         *CURRENT SURVEY CONTROL
 CY1173  ___________________________________________________________________
 CY1173* NAD 83(1992)-  32 21 45.00071(N)    109 40 57.48211(W)     NO CHECK  
 CY1173* NAVD 88     -      1297.7    (meters)    4258.     (feet)  VERTCON   
 CY1173  ___________________________________________________________________
 CY1173  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CY1173  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY1173  HORZ ORDER  -  THIRD
 CY1173
 CY1173.The horizontal coordinates were established by classical geodetic methods
 CY1173.and adjusted by the National Geodetic Survey in August 1993.
 CY1173.No horizontal observational check was made to the station.
 CY1173
 CY1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1173
 CY1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1173
 CY1173.The geoid height was determined by GEOID03.
 CY1173
 CY1173;                    North         East     Units Scale Factor Converg.
 CY1173;SPC AZ E     -   151,163.641   258,912.588   MT  0.99992558   +0 15 32.7
 CY1173;SPC AZ E     -   495,943.70    849,450.75   iFT  0.99992558   +0 15 32.7
 CY1173;UTM  12      - 3,581,380.048   623,944.915   MT  0.99978944   +0 42 18.9
 CY1173
 CY1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1173!SPC AZ E     -   0.99980049  x   0.99992558  =   0.99972608
 CY1173!UTM  12      -   0.99980049  x   0.99978944  =   0.99958997
 CY1173
 CY1173|---------------------------------------------------------------------|
 CY1173| PID    Reference Object                     Distance      Geod. Az  |
 CY1173|                                                           dddmmss.s |
 CY1173| CY0518 EXIT 3                              385.747 METERS 16505     |
 CY1173| CY0515 EXIT 2                              378.744 METERS 16632     |
 CY1173| CY0514 EXIT                                392.808 METERS 18659     |
 CY1173|---------------------------------------------------------------------|
 CY1173
 CY1173                          SUPERSEDED SURVEY CONTROL
 CY1173
 CY1173  NAD 83(1986)-  32 21 44.99582(N)    109 40 57.47936(W) AD(       ) 3
 CY1173  NAD 27      -  32 21 44.73850(N)    109 40 55.23122(W) AD(       ) 3
 CY1173  NGVD 29 (07/19/86) 1296.9    (m)         4255.     (f) VERT ANG    3  
 CY1173
 CY1173.Superseded values are not recommended for survey control.
 CY1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1173.See file dsdata.txt to determine how the superseded data were derived.
 CY1173
 CY1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2394581380(NAD 83)
 CY1173_MARKER: DS = TRIANGULATION STATION DISK
 CY1173_SETTING: 0 = UNSPECIFIED SETTING
 CY1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1173
 CY1173  HISTORY     - Date     Condition        Report By
 CY1173  HISTORY     - 1974     MONUMENTED       NGS
 CY1173
 CY1173                          STATION DESCRIPTION
 CY1173
 CY1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CY1173'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, EXIT 2 NO 5 1974.  IT IS
 CY1173'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CY1173'IT IS SET AT THE TOP OF A SMALL HILL ALONG THE NORTH SIDE OF AN
 CY1173'ENTRANCE ROAD TO I-10, 1 FOOT SOUTH OF A WITNESS POST SET IN THE
 CY1173'RIGHT OF WAY FENCE LINE.
 CY1173'
 CY1173'TO REACH STATION EXIT 2 FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY1173'ALONG HASKELL STREET FOR 4.2 MILES TO INTERSTATE HIGHWAY 10.  GO
 CY1173'NORTHEAST ALONG I-10 FOR 7.2 MILES TO INTERSECTION WITH U.S. 666.
 CY1173'EXIT AND CROSS THE HIGHWAY BRIDGE TO THE STATION AT THE NORTH
 CY1173'END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0518 ***********************************************************************
 CY0518  FBN         -  This is a Federal Base Network Control Station.
 CY0518  DESIGNATION -  EXIT 3
 CY0518  PID         -  CY0518
 CY0518  STATE/COUNTY-  AZ/COCHISE
 CY0518  USGS QUAD   -  RAILROAD PASS (1979)
 CY0518
 CY0518                         *CURRENT SURVEY CONTROL
 CY0518  ___________________________________________________________________
 CY0518* NAD 83(2007)-  32 21 32.90067(N)    109 40 53.68536(W)     ADJUSTED  
 CY0518* NAVD 88     -      1297.479  (meters)    4256.81   (feet)  ADJUSTED  
 CY0518  ___________________________________________________________________
 CY0518  EPOCH DATE  -        2007.00
 CY0518  X           -  -1,816,632.737 (meters)                     COMP
 CY0518  Y           -  -5,078,802.888 (meters)                     COMP
 CY0518  Z           -   3,394,818.621 (meters)                     COMP
 CY0518  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CY0518  ELLIP HEIGHT-        1270.691 (meters)          (02/10/07) ADJUSTED
 CY0518  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0518  DYNAMIC HT  -        1295.551 (meters)    4250.49  (feet)  COMP
 CY0518
 CY0518  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0518  Type    PID    Designation                      North   East  Ellip
 CY0518  -------------------------------------------------------------------
 CY0518  NETWORK CY0518 EXIT 3                            0.39   0.37   1.12
 CY0518  -------------------------------------------------------------------
 CY0518  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 CY0518
 CY0518  VERT ORDER  -  FIRST     CLASS II
 CY0518
 CY0518.The horizontal coordinates were established by GPS observations
 CY0518.and adjusted by the National Geodetic Survey in February 2007.
 CY0518
 CY0518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0518.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0518.The horizontal coordinates are valid at the epoch date displayed above.
 CY0518.The epoch date for horizontal control is a decimal equivalence
 CY0518.of Year/Month/Day.
 CY0518
 CY0518.The orthometric height was determined by differential leveling
 CY0518.and adjusted in June 1991.
 CY0518
 CY0518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0518
 CY0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0518
 CY0518.The ellipsoidal height was determined by GPS observations
 CY0518.and is referenced to NAD 83.
 CY0518
 CY0518.The geoid height was determined by GEOID03.
 CY0518
 CY0518.The dynamic height is computed by dividing the NAVD 88
 CY0518.geopotential number by the normal gravity value computed on the
 CY0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0518.degrees latitude (g = 980.6199 gals.).
 CY0518
 CY0518.The modeled gravity was interpolated from observed gravity values.
 CY0518
 CY0518;                    North         East     Units Scale Factor Converg.
 CY0518;SPC AZ E     -   150,791.396   259,013.532   MT  0.99992569   +0 15 34.7
 CY0518;SPC AZ E     -   494,722.43    849,781.93   iFT  0.99992569   +0 15 34.7
 CY0518;UTM  12      - 3,581,008.651   624,048.740   MT  0.99978976   +0 42 20.7
 CY0518
 CY0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0518!SPC AZ E     -   0.99980053  x   0.99992569  =   0.99972623
 CY0518!UTM  12      -   0.99980053  x   0.99978976  =   0.99959033
 CY0518
 CY0518|---------------------------------------------------------------------|
 CY0518| PID    Reference Object                     Distance      Geod. Az  |
 CY0518|                                                           dddmmss.s |
 CY0518| CY0517 EXIT 2 RM 4                          11.224 METERS 11159     |
 CY0518| CC7366 EXIT 3 RM 6                           4.185 METERS 17053     |
 CY0518| CY0514 EXIT                                148.091 METERS 26321     |
 CY0518| CY0515 EXIT 2                               11.962 METERS 29138     |
 CY0518| CY0620 EXIT 3 RM 5                                        3450531.8 |
 CY0518| CY1173 EXIT 2 RM 5 AZIMUTH                 385.747 METERS 34505     |
 CY0518|---------------------------------------------------------------------|
 CY0518
 CY0518                          SUPERSEDED SURVEY CONTROL
 CY0518
 CY0518  NAD 83(1992)-  32 21 32.90065(N)    109 40 53.68547(W) AD(       ) A
 CY0518  ELLIP H (09/30/99) 1270.719  (m)                       GP(       ) 3 1
 CY0518  NAD 83(1986)-  32 21 32.89501(N)    109 40 53.68163(W) AD(       ) B
 CY0518  NAD 83(1992)-  32 21 32.89998(N)    109 40 53.68444(W) AD(       ) A
 CY0518  ELLIP H (09/30/92) 1270.763  (m)                       GP(       ) 2 1
 CY0518  NAD 83(1986)-  32 21 32.89501(N)    109 40 53.68163(W) AD(       ) 3
 CY0518  NAD 27      -  32 21 32.63741(N)    109 40 51.43363(W) AD(       ) 3
 CY0518  NAVD 88 (09/30/92) 1297.48   (m)         4256.8    (f) LEVELING    3  
 CY0518  NGVD 29 (07/20/88) 1296.71   (m)         4254.3    (f) LEVELING    3  
 CY0518
 CY0518.Superseded values are not recommended for survey control.
 CY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0518.See file dsdata.txt to determine how the superseded data were derived.
 CY0518
 CY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2404981009(NAD 83)
 CY0518_MARKER: DH = HORIZONTAL CONTROL DISK
 CY0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0518_SP_SET: SQUARE CONCRETE MONUMENT
 CY0518_STAMPING: EXIT 3 1974
 CY0518_MARK LOGO: NGS   
 CY0518_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0518+STABILITY: SURFACE MOTION
 CY0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0518+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY0518
 CY0518  HISTORY     - Date     Condition        Report By
 CY0518  HISTORY     - 1974     MONUMENTED       NGS
 CY0518  HISTORY     - 1974     GOOD             NGS
 CY0518  HISTORY     - 1979     GOOD             NGS
 CY0518  HISTORY     - 1983     GOOD             AZDT
 CY0518  HISTORY     - 19920203 GOOD             NGS
 CY0518  HISTORY     - 19981105 GOOD             NGS
 CY0518  HISTORY     - 19990308 GOOD             NGS
 CY0518  HISTORY     - 20031030 GOOD             AZ-003
 CY0518  HISTORY     - 20060608 GOOD             AZ-003
 CY0518  HISTORY     - 20061126 GOOD             GEOCAC
 CY0518
 CY0518                          STATION DESCRIPTION
 CY0518
 CY0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CY0518'THE STATION IS LOCATED ABOUT 12 MILES WEST OF BOWIE AND 12 MILES
 CY0518'NORTHEAST OF WILLCOX, AT THE NORTHWEST END OF U.S. 666 OVERPASS.
 CY0518'
 CY0518'THE STATION MARK IS A STANDARD DISK STAMPED, EXIT 3 1974.  IT IS SET
 CY0518'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT
 CY0518'IS 12 FEET NORTH OF THE HEADWALL AT THE NORTHWEST END OF THE HIGHWAY
 CY0518'BRIDGE AND 4 FEET WEST OF THE GUARD RAIL.
 CY0518'
 CY0518'REFERENCE MARK 4 IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK STAMPED,
 CY0518'RM 4 1974.  IT IS SET IN A DRILL HOLE IN THE WHEEL GUARD AT THE
 CY0518'NORTHEAST END OF THE BRIDGE.
 CY0518'
 CY0518'REFERENCE MARK 6 IS A STANDARD DISK STAMPED, EXIT 3 NO 6 1974.  IT IS
 CY0518'SET IN A DRILL HOLE IN THE WHEEL GUARD AT THE NORTHWEST END OF THE
 CY0518'BRIDGE.
 CY0518'
 CY0518'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, EXIT 2 NO 5 1974.  IT IS
 CY0518'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CY0518'IT IS SET AT THE TOP OF A SMALL HILL ALONG THE NORTH SIDE OF AN
 CY0518'ENTRANCE ROAD TO I-10, 1 FOOT SOUTH OF A WITNESS POST SET IN THE
 CY0518'RIGHT OF WAY FENCE LINE.
 CY0518'
 CY0518'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY0518'ALONG HASKELL STREET FOR 4.2 MILES TO INTERSTATE HIGHWAY 10.  GO
 CY0518'NORTHEAST ALONG I-10 FOR 7.2 MILES TO INTERSECTION WITH U.S. 666.
 CY0518'EXIT AND CROSS THE HIGHWAY BRIDGE TO THE STATION AT THE NORTH
 CY0518'END OF THE BRIDGE.
 CY0518'
 CY0518'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY0518
 CY0518                          STATION RECOVERY (1974)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CY0518'11.4 MI NE FROM WILLCOX.
 CY0518'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0518'TO INTERSTATE HIGHWAY 10, THENCE 7.2 MILES NORTHEAST ALONG I-10 TO THE
 CY0518'JUNCTION OF U.S. HIGHWAY 666.  AT THE NORTHWEST END OF THE HIGHWAY
 CY0518'OVERPASS.  12 FEET NORTH OF THE HEADWALL AT THE NORTHWEST END OF THE
 CY0518'BRIDGE.
 CY0518
 CY0518                          STATION RECOVERY (1979)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0518'19.1 KILOMETERS (11.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0518'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET AT THE NORTH END OF THE
 CY0518'WEST U. S. HIGHWAY 666 OVERPASS (EXIT 352), 5.7 METERS (18.7 FEET)
 CY0518'WEST OF THE CENTERLINE OF HIGHWAY 666 AND 3.8 METERS (12.5 FEET)
 CY0518'NORTH OF THE NORTHWEST CORNER OF THE BRIDGE.
 CY0518
 CY0518                          STATION RECOVERY (1983)
 CY0518
 CY0518'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0518'THE STATION WAS RECOVERED AND ALL MARKS APPEAR TO BE IN GOOD
 CY0518'CONDITION.  THE ANGLES TO ALL THE MARKS FAIL TO CHECK THE 1974
 CY0518'OBSERVATIONS AND THE STATION WHICH IS SET ON AN ENBANKMENT MAY HAVE
 CY0518'SHIFTED.  CAUTION SHOULD BE EXERSIZED WHEN USING ANY OF THE MARKS.
 CY0518'THE 1974 ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 CY0518
 CY0518                          STATION RECOVERY (1992)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CY0518'THE STATION IS LOCATED ABOUT 19.1 KM (11.9 MI) NORTHEAST OF WILCOX, AT
 CY0518'THE NORTHWEST CORNER OF THE HIGHWAY 666 NORTH OVERPASS BRIDGE OVER
 CY0518'INTERSTATE HIGHWAY 10 (EXIT 352).  OWNERSHIP--ARIZONA DEPARTMENT OF
 CY0518'TRANSPORTATION.
 CY0518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CY0518'REX ALLEN DRIVE, LOCATED NEAR THE SOUTHWEST EDGE OF WILCOX, GO
 CY0518'NORTHEAST ON INTERSTATE 10 FOR 19.1 KM (11.9 MI) TO THE JUNCTION OF
 CY0518'HIGHWAY 666 (EXIT 352). EXIT AND GO NORTH OVER THE INTERSTATE TO THE
 CY0518'NORTHWEST CORNER OF THE OVERPASS BRIDGE AND THE STATION ON THE LEFT.
 CY0518'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CY0518'PROJECTING 5 CM ABOVE THE GROUND.  LOCATED 5.6 M (18.4 FT) WEST OF
 CY0518'THE CENTERLINE OF HIGHWAY 666, 3.8 M (12.5 FT) NORTHWEST OF THE
 CY0518'NORTHWEST CORNER OF THE CONCRETE BRIDGE CURB AND 1.0 M (3.3 FT) WEST
 CY0518'OF A METAL GUARD RAIL.
 CY0518
 CY0518                          STATION RECOVERY (1998)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CY0518'RECOVERED AS DESCRIBED WITH ONE EXCEPTION.  STATE HIGHWAY 666 HAS BEEN
 CY0518'RENAMED US HIGHWAY 191.
 CY0518
 CY0518                          STATION RECOVERY (1999)
 CY0518
 CY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CY0518'RECOVERED AS DESCRIBED.
 CY0518
 CY0518                          STATION RECOVERY (2003)
 CY0518
 CY0518'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CY0518'RECOVERED AS DESCRIBED.
 CY0518
 CY0518                          STATION RECOVERY (2006)
 CY0518
 CY0518'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2006 (DE)
 CY0518'RECOVERED AS DESCRIBED.
 CY0518
 CY0518                          STATION RECOVERY (2006)
 CY0518
 CY0518'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CY0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0620 ***********************************************************************
 CY0620  DESIGNATION -  EXIT 3 RM 5
 CY0620  PID         -  CY0620
 CY0620  STATE/COUNTY-  AZ/COCHISE
 CY0620  USGS QUAD   -  RAILROAD PASS (1979)
 CY0620
 CY0620                         *CURRENT SURVEY CONTROL
 CY0620  ___________________________________________________________________
 CY0620* NAD 83(1986)-  32 21 32.     (N)    109 40 53.     (W)     SCALED    
 CY0620* NAVD 88     -      1297.675  (meters)    4257.46   (feet)  ADJUSTED  
 CY0620  ___________________________________________________________________
 CY0620  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0620  DYNAMIC HT  -        1295.747 (meters)    4251.13  (feet)  COMP
 CY0620  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 CY0620
 CY0620  VERT ORDER  -  FIRST     CLASS II
 CY0620
 CY0620.The horizontal coordinates were scaled from a topographic map and have
 CY0620.an estimated accuracy of +/- 6 seconds.
 CY0620
 CY0620.The orthometric height was determined by differential leveling
 CY0620.and adjusted in June 1991.
 CY0620
 CY0620.The geoid height was determined by GEOID03.
 CY0620
 CY0620.The dynamic height is computed by dividing the NAVD 88
 CY0620.geopotential number by the normal gravity value computed on the
 CY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0620.degrees latitude (g = 980.6199 gals.).
 CY0620
 CY0620.The modeled gravity was interpolated from observed gravity values.
 CY0620
 CY0620;                    North         East    Units  Estimated Accuracy
 CY0620;SPC AZ E     -   150,760.      259,030.      MT  (+/- 180 meters Scaled)
 CY0620
 CY0620                          SUPERSEDED SURVEY CONTROL
 CY0620
 CY0620.No superseded survey control is available for this station.
 CY0620
 CY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA240809(NAD 83)
 CY0620_MARKER: DR = REFERENCE MARK DISK
 CY0620_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0620_SP_SET: BRIDGE
 CY0620_STAMPING: EXIT 3 NO 5 1974
 CY0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0620
 CY0620  HISTORY     - Date     Condition        Report By
 CY0620  HISTORY     - 1974     MONUMENTED       NGS
 CY0620  HISTORY     - 1979     GOOD             NGS
 CY0620
 CY0620                          STATION DESCRIPTION
 CY0620
 CY0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0620'19.1 KM NE FROM WILLCOX.
 CY0620'19.1 KILOMETERS (11.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0620'FROM THE REX ALLEN OVERPASS IN WILLCOX, SET IN TOP OF THE CONCRETE
 CY0620'CURBING NORTH OF THE NORTHWEST CONCRETE GUARD RAIL OVER THE NORTH
 CY0620'ABUTMENT, 4.9 METERS (16.1 FEET) WEST OF THE CENTERLINE OF HIGHWAY
 CY0620'666, 4.2 METERS (13.6 FEET) SOUTH OF THE STATION AND 0.2 METER
 CY0620'(0.8 FOOT) SOUTH OF THE NORTH END OF THE CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2157 ***********************************************************************
 DU2157  DESIGNATION -  EXTENSION
 DU2157  PID         -  DU2157
 DU2157  STATE/COUNTY-  AZ/MARICOPA
 DU2157  USGS QUAD   -  MESA (1982)
 DU2157
 DU2157                         *CURRENT SURVEY CONTROL
 DU2157  ___________________________________________________________________
 DU2157* NAD 83(1992)-  33 23 12.90327(N)    111 50 54.84648(W)     ADJUSTED  
 DU2157* NAVD 88     -       369.2    (meters)    1211.     (feet)  VERTCON   
 DU2157  ___________________________________________________________________
 DU2157  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DU2157  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU2157  HORZ ORDER  -  SECOND
 DU2157
 DU2157.The horizontal coordinates were established by classical geodetic methods
 DU2157.and adjusted by the National Geodetic Survey in August 1993.
 DU2157
 DU2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2157
 DU2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2157
 DU2157.The geoid height was determined by GEOID03.
 DU2157
 DU2157;                    North         East     Units Scale Factor Converg.
 DU2157;SPC AZ C     -   264,661.541   219,695.440   MT  0.99990049   +0 02 14.9
 DU2157;SPC AZ C     -   868,312.14    720,785.56   iFT  0.99990049   +0 02 14.9
 DU2157;UTM  12      - 3,694,503.622   421,076.922   MT  0.99967679   -0 28 01.1
 DU2157
 DU2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2157!SPC AZ C     -   0.99994672  x   0.99990049  =   0.99984722
 DU2157!UTM  12      -   0.99994672  x   0.99967679  =   0.99962353
 DU2157
 DU2157|---------------------------------------------------------------------|
 DU2157| PID    Reference Object                     Distance      Geod. Az  |
 DU2157|                                                           dddmmss.s |
 DU2157| CH5142 EXTENSION RM 1                       16.438 METERS 00005     |
 DU2157| CH5143 EXTENSION RM 2                       10.543 METERS 18043     |
 DU2157| DU2158 ALMA                                APPROX. 0.8 KM 2855406.6 |
 DU2157|---------------------------------------------------------------------|
 DU2157
 DU2157                          SUPERSEDED SURVEY CONTROL
 DU2157
 DU2157  NAD 83(1986)-  33 23 12.89745(N)    111 50 54.85098(W) AD(       ) 2
 DU2157  NAD 27      -  33 23 12.72681(N)    111 50 52.34047(W) AD(       ) 2
 DU2157  NGVD 29 (07/19/86)  368.6    (m)         1209.     (f) VERT ANG    3  
 DU2157
 DU2157.Superseded values are not recommended for survey control.
 DU2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2157.See file dsdata.txt to determine how the superseded data were derived.
 DU2157
 DU2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2107794504(NAD 83)
 DU2157_MARKER: DD = SURVEY DISK
 DU2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2157
 DU2157  HISTORY     - Date     Condition        Report By
 DU2157  HISTORY     - 1974     MONUMENTED       AZDT
 DU2157  HISTORY     - 20051202 MARK NOT FOUND   GEOCAC
 DU2157  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU2157
 DU2157                          STATION DESCRIPTION
 DU2157
 DU2157'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2157'THE STATION IS LOCATED IN SOUTHWEST MESA ON THE EAST SIDE OF
 DU2157'EXTENSION RD. AND ABOUT 0.4 MILE SOUTH OF SOUTHERN AVENUE.
 DU2157'
 DU2157'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2157'EXTENSION, P AND M GS 1974.  IT IS SET IN THE TOP OF A 12 INCH
 DU2157'DIAMETER CONCRETE MONUMENT LEVEL WITH THE SIDEWALK.  THE MARK
 DU2157'IS 23 FEET EAST OF CENTERLINE OF EXTENSION RD., 6 FEET
 DU2157'EAST OF CURB ON THE EAST EDGE OF SIDEWALK, AND 3 FEET WEST OF
 DU2157'WITNESS POST.
 DU2157'
 DU2157'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2157'EXTENSION RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU2157'MONUMENT LEVEL WITH THE SIDEWALK.  THE MARK IS 23 FEET EAST OF
 DU2157'THE CENTERLINE OF EXTENSION RD. AT THE EDGE OF THE SIDEWALK AND
 DU2157'6 FEET EAST OF THE CURB.
 DU2157'
 DU2157'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2157'EXTENSION RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU2157'MONUMENT LEVEL WITH THE SIDEWALK.  IT IS 23 FEET EAST OF EXTENSION
 DU2157'ROAD CENTERLINE AT THE EDGE OF THE SIDEWALK AND 6 FEET EAST
 DU2157'OF THE CURB.
 DU2157'
 DU2157'TO REACH FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE
 DU2157'HIGHWAY 87 IN MESA, GO SOUTH ON HWY. 87 FOR 1.6 MILES TO
 DU2157'SOUTHERN AVENUE, TURN WEST ON SOUTHERN AVENUE FOR 1/2 MILE TO
 DU2157'EXTENSION RD. THEN SOUTH ON EXTENSION RD. FOR 0.4 MILES TO THE
 DU2157'STATION ON THE LEFT.
 DU2157'
 DU2157'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2157
 DU2157                          STATION RECOVERY (2005)
 DU2157
 DU2157'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2157'STATION, REFERENCE MARKS, AND WITNESS POST NOT FOUND. THE ADJUSTED
 DU2157'COORDINATES POINT TO DEPRESSION IN SOD APPROXIMATELY 6 FEET EAST OF
 DU2157'THE SIDEWALK. A 12 INCH PROBE WAS USED TO INVESTIGATE THE DEPRESSION
 DU2157'WITH NOTHING DETECTED.
 DU2157
 DU2157                          STATION RECOVERY (2007)
 DU2157
 DU2157'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2157'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2157'MARK. THE ROAD HAS BEEN WIDENED, AND 23 FEET EAST OF THE CENTERLINE IS
 DU2157'BENEATH THE NORTH-BOUND LANES OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0601 ***********************************************************************
 FR0601  DESIGNATION -  EXTRA
 FR0601  PID         -  FR0601
 FR0601  STATE/COUNTY-  AZ/MOHAVE
 FR0601  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0601
 FR0601                         *CURRENT SURVEY CONTROL
 FR0601  ___________________________________________________________________
 FR0601* NAD 83(1992)-  35 54 39.62327(N)    113 53 47.28506(W)     ADJUSTED  
 FR0601* NAVD 88     -      1767.785  (meters)    5799.81   (feet)  POSTED    
 FR0601  ___________________________________________________________________
 FR0601  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FR0601  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0601  DYNAMIC HT  -        1765.610 (meters)    5792.67  (feet)  COMP
 FR0601  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 FR0601
 FR0601  HORZ ORDER  -  SECOND
 FR0601  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0601
 FR0601.The horizontal coordinates were established by classical geodetic methods
 FR0601.and adjusted by the National Geodetic Survey in August 1993.
 FR0601
 FR0601.The orthometric height was determined by differential leveling
 FR0601.and adjusted by the  in 1992.
 FR0601.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0601.was located on a no-check spur therefore a value was not computed.
 FR0601.No vertical observational check was made to the station.
 FR0601
 FR0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0601
 FR0601.The geoid height was determined by GEOID03.
 FR0601
 FR0601.The dynamic height is computed by dividing the NAVD 88
 FR0601.geopotential number by the normal gravity value computed on the
 FR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0601.degrees latitude (g = 980.6199 gals.).
 FR0601
 FR0601.The modeled gravity was interpolated from observed gravity values.
 FR0601
 FR0601;                    North         East     Units Scale Factor Converg.
 FR0601;SPC AZ W     -   544,667.384   200,139.954   MT  0.99993549   -0 05 09.3
 FR0601;SPC AZ W     - 1,786,966.48    656,627.15   iFT  0.99993549   -0 05 09.3
 FR0601;UTM  12      - 3,977,954.814   238,620.211   MT  1.00044192   -1 41 59.4
 FR0601
 FR0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0601!SPC AZ W     -   0.99972672  x   0.99993549  =   0.99966222
 FR0601!UTM  12      -   0.99972672  x   1.00044192  =   1.00016852
 FR0601
 FR0601                          SUPERSEDED SURVEY CONTROL
 FR0601
 FR0601  NAD 83(1986)-  35 54 39.61700(N)    113 53 47.28255(W) AD(       ) 2
 FR0601  NAD 27      -  35 54 39.66500(N)    113 53 44.45700(W) AD(       ) 2
 FR0601  NGVD 29 (??/??/92) 1766.924  (m)         5796.98   (f) ADJ UNCH    2 0
 FR0601
 FR0601.Superseded values are not recommended for survey control.
 FR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0601.See file dsdata.txt to determine how the superseded data were derived.
 FR0601
 FR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3862077955(NAD 83)
 FR0601_MARKER: DS = TRIANGULATION STATION DISK
 FR0601_SETTING: 80 = SET IN A BOULDER
 FR0601_SP_SET: BOULDER
 FR0601_STAMPING: EXTRA 1935
 FR0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0601+STABILITY: SURFACE MOTION
 FR0601
 FR0601  HISTORY     - Date     Condition        Report By
 FR0601  HISTORY     - 1935     MONUMENTED       CGS
 FR0601  HISTORY     - 1935     SEE DESCRIPTION  CGS
 FR0601  HISTORY     - 1935     GOOD             CGS
 FR0601
 FR0601                          STATION DESCRIPTION
 FR0601
 FR0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0601'STATION IS ON THE HIGH GENTLE RIDGE LYING ABOUT 5 MILES (AIR LINE)
 FR0601'NE OF THE DUNCAN RANCH, AND ABOUT 3/4 MILE E OF THE INDIAN
 FR0601'RESERVATION FENCE, AND JUST S OF DRIFT FENCE RUNNING APPROXIMATELY
 FR0601'E AND W IN THE RESERVATION.  ABOUT 2-1/2 MILES W OF THE BREAK
 FR0601'OF CLIFFS INTO BREAK OF THE RIVER, AT THE MOST WESTERN POINT OF
 FR0601'SAID CLIFFS.
 FR0601'
 FR0601'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 FR0601'IN OUTCROPPING BEDROCK.
 FR0601'
 FR0601'REACHED FROM CHLORIDE AS FOLLOWS--GO N ON THE LAS VEGAS HIGHWAY
 FR0601'13.4 MILES, TURN RIGHT ON THE PATTERSON WELLS ROAD AND GO
 FR0601'16.1 MILES, TAKE THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED
 FR0601'ROAD 12.4 MILES, TAKE THE RIGHT FORK AND GO 0.2 MILE, TAKE THE
 FR0601'LEFT FORK AND GO 5.4 MILES TO THE DUNCAN RANCH.  GO THRU THE
 FR0601'BARNYARD THENCE ALONG THE E SIDE OF THE WATER HOLE AND FOLLOW
 FR0601'THE OLD ROAD UP THE WASH 7.2 MILES TO THE RESERVATION FENCE.
 FR0601'FOLLOW DIM ROAD LEADING E 0.4 MILE AND TURN RIGHT OFF THE ROAD
 FR0601'AND DRIVE CROSS COUNTRY SE TOWARDS THE BIG BLACK RIDGE, GO
 FR0601'0.2 MILE AND PASS AN OLD SHACK, GO 0.3 MILE TO END OF TRUCK
 FR0601'TRAVEL AT FOOT OF RIDGE.  FROM HERE GO E ASCENDING THE RIDGE,
 FR0601'THEN WALK ALONG THE RIDGE SW 1-1/2 MILES TO THE STATION.  IT IS
 FR0601'1/2 MILE NE OF THE HIGHEST POINT OF THE RIDGE.
 FR0601'
 FR0601'THIS STATION WAS LOCATED BY INTERSECTION.  NOT OCCUPIED.
 FR0601
 FR0601                          STATION RECOVERY (1935)
 FR0601
 FR0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GRF)
 FR0601'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS,
 FR0601'MOHAVE COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK
 FR0601'TRAIL FROM BENCH MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE
 FR0601'ABOUT 0.3 MILE SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP
 FR0601'A RIDGE, AND THENCE ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, IN
 FR0601'THE TOP OF A BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A
 FR0601'STANDARD TRIANGULATION STATION DISK, STAMPED EXTRA 1935.
 FR0601'
 FR0601'R.M. NO. 1 IS ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM
 FR0601'PEACH SPRINGS, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL
 FR0601'FROM BENCH MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT
 FR0601'0.3 MILE SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE,
 FR0601'AND THENCE ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, NORTHWEST OF
 FR0601'TRIANGULATION STATION, IN THE TOP OF A BOULDER AND ABOUT 6
 FR0601'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE MARK DISK,
 FR0601'STAMPED EXTRA NO 1 1935.
 FR0601'
 FR0601'NOTE--IT WAS REPORTED IN MAY 1935 THAT THIS DISK WAS SET AT
 FR0601'AN APPROXIMATE 45-DEGREE ANGLE.  THE HIGHEST POINT OF THE DISK WAS
 FR0601'USED AS THE BENCH MARK.
 FR0601'
 FR0601'R.M. NO. 2 IS ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH
 FR0601'SPRINGS, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL
 FR0601'FROM BENCH MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT
 FR0601'0.3 MILE SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A
 FR0601'RIDGE, AND THENCE ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL,
 FR0601'NORTHEAST OF STATION, IN THE TOP OF A BOULDER, AND ABOUT 6
 FR0601'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE MARK DISK,
 FR0601'STAMPED EXTRA NO 2 1935.
 FR0601
 FR0601                          STATION RECOVERY (1935)
 FR0601
 FR0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FR0601'59.2 MI NW FROM PEACH SPRINGS.
 FR0601'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0601'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0601'MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0601'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0601'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, IN THE TOP OF A BOULDER, AND
 FR0601'ABOUT LEVEL WITH THE GROUND.  A STANDARD TRIANGULATION-STATION DISK,
 FR0601'STAMPED EXTRA 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0251 ***********************************************************************
 GO0251  DESIGNATION -  EXTRA
 GO0251  PID         -  GO0251
 GO0251  STATE/COUNTY-  AZ/APACHE
 GO0251  USGS QUAD   -  FIRE DANCE MESA (1982)
 GO0251
 GO0251                         *CURRENT SURVEY CONTROL
 GO0251  ___________________________________________________________________
 GO0251* NAD 83(1992)-  36 27 50.46384(N)    109 24 43.76076(W)     ADJUSTED  
 GO0251* NAVD 88     -      1792.56   (+/-2cm)    5881.1    (feet)  VERTCON   
 GO0251  ___________________________________________________________________
 GO0251  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 GO0251  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 GO0251  HORZ ORDER  -  THIRD
 GO0251  VERT ORDER  -  THIRD ? (See Below)
 GO0251
 GO0251.The horizontal coordinates were established by classical geodetic methods
 GO0251.and adjusted by the National Geodetic Survey in August 1993.
 GO0251
 GO0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0251.The vertical order pertains to the NGVD 29 superseded value.
 GO0251
 GO0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0251
 GO0251.The geoid height was determined by GEOID03.
 GO0251
 GO0251;                    North         East     Units Scale Factor Converg.
 GO0251;SPC AZ E     -   606,261.314   280,982.541   MT  0.99995632   +0 26 54.4
 GO0251;SPC AZ E     - 1,989,046.31    921,858.73   iFT  0.99995632   +0 26 54.4
 GO0251;UTM  12      - 4,036,588.604   642,270.972   MT  0.99984938   +0 56 37.8
 GO0251
 GO0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0251!SPC AZ E     -   0.99972191  x   0.99995632  =   0.99967824
 GO0251!UTM  12      -   0.99972191  x   0.99984938  =   0.99957133
 GO0251
 GO0251:                Primary Azimuth Mark                     Grid Az
 GO0251:SPC AZ E     -  HUMP RESET                               207 40 39.4
 GO0251:UTM  12      -  HUMP RESET                               207 10 56.0
 GO0251
 GO0251|---------------------------------------------------------------------|
 GO0251| PID    Reference Object                     Distance      Geod. Az  |
 GO0251|                                                           dddmmss.s |
 GO0251| GO0256 HUMP RESET                          APPROX.10.2 KM 2080733.8 |
 GO0251|---------------------------------------------------------------------|
 GO0251
 GO0251                          SUPERSEDED SURVEY CONTROL
 GO0251
 GO0251  NAD 83(1986)-  36 27 50.46418(N)    109 24 43.76023(W) AD(       ) 3
 GO0251  NGVD 29 (08/22/88) 1791.65   (m)         5878.1    (f) LEVELING    3  
 GO0251
 GO0251.Superseded values are not recommended for survey control.
 GO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0251.See file dsdata.txt to determine how the superseded data were derived.
 GO0251
 GO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF4227136589(NAD 83)
 GO0251_MARKER: DS = TRIANGULATION STATION DISK
 GO0251_SETTING: 80 = SET IN A BOULDER
 GO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0251+STABILITY: SURFACE MOTION
 GO0251
 GO0251  HISTORY     - Date     Condition        Report By
 GO0251  HISTORY     - 1955     MONUMENTED       USGS
 GO0251
 GO0251                          STATION DESCRIPTION
 GO0251
 GO0251'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0251'LOCATED ABOUT 21 MI N. AND 8 MI E. OF CHINLE, 0.4 MI S. OF
 GO0251'CHINLE-LUKACHUKAI RD.  NEAR SOUTH END OF SMALL MESA OR BUTTE.
 GO0251'
 GO0251'TO REACH FROM CHINLE POST OFFICE, DRIVE 1.2 MI W.  TURN RIGHT
 GO0251'TOWARD MANY FARMS 32.0 MI TO ROUND ROCK RD.  TAKE RIGHT FORK 4.0
 GO0251'MI TOWARD LUKACHUKAI.  TAKE RIGHT FORK 0.4 MI TO BASE OF SMALL
 GO0251'MESA.  PACK 2 MINUTES TO TOP.
 GO0251'
 GO0251'STATION MARK--STANDARD TABLET STAMPED---EXTRA 1955---, CEMENTED IN
 GO0251'ROCK.
 GO0251'
 GO0251'RM 1--STANDARD RM TABLET STAMPED---EXTRA NO 1---.
 GO0251'
 GO0251'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN ROCK NEAR
 GO0251'LARGE ANT HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0602 ***********************************************************************
 FR0602  DESIGNATION -  EXTRA RM 1
 FR0602  PID         -  FR0602
 FR0602  STATE/COUNTY-  AZ/MOHAVE
 FR0602  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0602
 FR0602                         *CURRENT SURVEY CONTROL
 FR0602  ___________________________________________________________________
 FR0602* NAD 83(1986)-  35 54 39.     (N)    113 53 47.     (W)     SCALED    
 FR0602* NAVD 88     -      1768.062  (meters)    5800.72   (feet)  POSTED    
 FR0602  ___________________________________________________________________
 FR0602  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0602  DYNAMIC HT  -        1765.880 (meters)    5793.56  (feet)  COMP
 FR0602  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 FR0602
 FR0602  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0602
 FR0602.The horizontal coordinates were scaled from a topographic map and have
 FR0602.an estimated accuracy of +/- 6 seconds.
 FR0602
 FR0602.The orthometric height was determined by differential leveling
 FR0602.and adjusted by the  in 1992.
 FR0602.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0602.was located on a no-check spur therefore a value was not computed.
 FR0602.No vertical observational check was made to the station.
 FR0602
 FR0602.The geoid height was determined by GEOID03.
 FR0602
 FR0602.The dynamic height is computed by dividing the NAVD 88
 FR0602.geopotential number by the normal gravity value computed on the
 FR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0602.degrees latitude (g = 980.6199 gals.).
 FR0602
 FR0602.The modeled gravity was interpolated from observed gravity values.
 FR0602
 FR0602;                    North         East    Units  Estimated Accuracy
 FR0602;SPC AZ W     -   544,650.      200,150.      MT  (+/- 180 meters Scaled)
 FR0602
 FR0602                          SUPERSEDED SURVEY CONTROL
 FR0602
 FR0602  NGVD 29 (??/??/92) 1767.197  (m)         5797.88   (f) ADJ UNCH    2 0
 FR0602
 FR0602.Superseded values are not recommended for survey control.
 FR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0602.See file dsdata.txt to determine how the superseded data were derived.
 FR0602
 FR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE386779(NAD 83)
 FR0602_MARKER: DR = REFERENCE MARK DISK
 FR0602_SETTING: 80 = SET IN A BOULDER
 FR0602_SP_SET: BOULDER
 FR0602_STAMPING: EXTRA NO 1 1935
 FR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0602+STABILITY: SURFACE MOTION
 FR0602
 FR0602  HISTORY     - Date     Condition        Report By
 FR0602  HISTORY     - 1935     MONUMENTED       CGS
 FR0602
 FR0602                          STATION DESCRIPTION
 FR0602
 FR0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0602'59.2 MI NW FROM PEACH SPRINGS.
 FR0602'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0602'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0602'MARK B 95 TO THE RAMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0602'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0602'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, NORTHWEST OF TRIANGULATION
 FR0602'STATION EXTRA, DESCRIBED ABOVE, IN THE TOP OF A BOULDER AND ABOUT 6
 FR0602'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FR0602'EXTRA NO 1 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0603 ***********************************************************************
 FR0603  DESIGNATION -  EXTRA RM 2
 FR0603  PID         -  FR0603
 FR0603  STATE/COUNTY-  AZ/MOHAVE
 FR0603  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0603
 FR0603                         *CURRENT SURVEY CONTROL
 FR0603  ___________________________________________________________________
 FR0603* NAD 83(1986)-  35 54 39.     (N)    113 53 47.     (W)     SCALED    
 FR0603* NAVD 88     -      1767.700  (meters)    5799.53   (feet)  POSTED    
 FR0603  ___________________________________________________________________
 FR0603  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0603  DYNAMIC HT  -        1765.520 (meters)    5792.38  (feet)  COMP
 FR0603  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 FR0603
 FR0603  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0603
 FR0603.The horizontal coordinates were scaled from a topographic map and have
 FR0603.an estimated accuracy of +/- 6 seconds.
 FR0603
 FR0603.The orthometric height was determined by differential leveling
 FR0603.and adjusted by the  in 1992.
 FR0603.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0603.was located on a no-check spur therefore a value was not computed.
 FR0603.No vertical observational check was made to the station.
 FR0603
 FR0603.The geoid height was determined by GEOID03.
 FR0603
 FR0603.The dynamic height is computed by dividing the NAVD 88
 FR0603.geopotential number by the normal gravity value computed on the
 FR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0603.degrees latitude (g = 980.6199 gals.).
 FR0603
 FR0603.The modeled gravity was interpolated from observed gravity values.
 FR0603
 FR0603;                    North         East    Units  Estimated Accuracy
 FR0603;SPC AZ W     -   544,650.      200,150.      MT  (+/- 180 meters Scaled)
 FR0603
 FR0603                          SUPERSEDED SURVEY CONTROL
 FR0603
 FR0603  NGVD 29 (??/??/92) 1766.834  (m)         5796.69   (f) ADJ UNCH    2 0
 FR0603
 FR0603.Superseded values are not recommended for survey control.
 FR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0603.See file dsdata.txt to determine how the superseded data were derived.
 FR0603
 FR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE386779(NAD 83)
 FR0603_MARKER: DR = REFERENCE MARK DISK
 FR0603_SETTING: 80 = SET IN A BOULDER
 FR0603_SP_SET: BOULDER
 FR0603_STAMPING: EXTRA NO 2 1935
 FR0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0603+STABILITY: SURFACE MOTION
 FR0603
 FR0603  HISTORY     - Date     Condition        Report By
 FR0603  HISTORY     - 1935     MONUMENTED       CGS
 FR0603
 FR0603                          STATION DESCRIPTION
 FR0603
 FR0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0603'59.2 MI NW FROM PEACH SPRINGS.
 FR0603'ABOUT 59.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0603'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A TRUCK TRAIL FROM BENCH
 FR0603'MARK B 95 TO THE REMAINS OF AN OLD SHACK, THENCE ABOUT 0.3 MILE
 FR0603'SOUTHWEST TO END OF TRUCK TRAVEL, THENCE EAST UP A RIDGE, AND THENCE
 FR0603'ABOUT 1.5 MILES SOUTHWEST ALONG A TRAIL, NORTHEAST OF TRIANGULATION
 FR0603'STATION EXTRA, DESCRIBED ABOVE, IN THE TOP OF A BOULDER, AND ABOUT 6
 FR0603'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FR0603'EXTRA NO 2 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2234 ***********************************************************************
 DV2234  DESIGNATION -  EYE
 DV2234  PID         -  DV2234
 DV2234  STATE/COUNTY-  AZ/MARICOPA
 DV2234  USGS QUAD   -  FOWLER (1982)
 DV2234
 DV2234                         *CURRENT SURVEY CONTROL
 DV2234  ___________________________________________________________________
 DV2234* NAD 83(2007)-  33 25 20.82572(N)    112 10 40.29729(W)     ADJUSTED  
 DV2234* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 DV2234  ___________________________________________________________________
 DV2234  EPOCH DATE  -        2007.00
 DV2234  X           -  -2,011,625.181 (meters)                     COMP
 DV2234  Y           -  -4,934,786.935 (meters)                     COMP
 DV2234  Z           -   3,493,314.826 (meters)                     COMP
 DV2234  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DV2234  ELLIP HEIGHT-         283.378 (meters)          (02/10/07) ADJUSTED
 DV2234  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV2234
 DV2234  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2234  Type    PID    Designation                      North   East  Ellip
 DV2234  -------------------------------------------------------------------
 DV2234  NETWORK DV2234 EYE                               3.45   2.63   6.25
 DV2234  -------------------------------------------------------------------
 DV2234
 DV2234.The horizontal coordinates were established by GPS observations
 DV2234.and adjusted by the National Geodetic Survey in February 2007.
 DV2234
 DV2234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2234.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2234.The horizontal coordinates are valid at the epoch date displayed above.
 DV2234.The epoch date for horizontal control is a decimal equivalence
 DV2234.of Year/Month/Day.
 DV2234
 DV2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2234
 DV2234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2234
 DV2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2234
 DV2234.The ellipsoidal height was determined by GPS observations
 DV2234.and is referenced to NAD 83.
 DV2234
 DV2234.The geoid height was determined by GEOID03.
 DV2234
 DV2234;                    North         East     Units Scale Factor Converg.
 DV2234;SPC AZ C     -   268,630.708   189,069.994   MT  0.99990727   -0 08 37.9
 DV2234;SPC AZ C     -   881,334.34    620,308.38   iFT  0.99990727   -0 08 37.9
 DV2234;UTM  12      - 3,698,741.596   390,493.488   MT  0.99974784   -0 38 55.8
 DV2234
 DV2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2234!SPC AZ C     -   0.99995551  x   0.99990727  =   0.99986279
 DV2234!UTM  12      -   0.99995551  x   0.99974784  =   0.99970336
 DV2234
 DV2234                          SUPERSEDED SURVEY CONTROL
 DV2234
 DV2234  ELLIP H (06/11/02)  283.399  (m)                       GP(       ) 4 2
 DV2234  NAD 83(1992)-  33 25 20.82432(N)    112 10 40.29717(W) AD(       ) 1
 DV2234  ELLIP H (08/23/93)  283.472  (m)                       GP(       ) 4 2
 DV2234  NAD 83(1986)-  33 25 20.81843(N)    112 10 40.30258(W) AD(       ) 1
 DV2234  NGVD 29 (09/11/89)  312.7    (m)         1026.     (f) GPS OBS     3  
 DV2234
 DV2234.Superseded values are not recommended for survey control.
 DV2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2234.See file dsdata.txt to determine how the superseded data were derived.
 DV2234
 DV2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9049398742(NAD 83)
 DV2234_MARKER: DD = SURVEY DISK
 DV2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2234+STABILITY: SURFACE MOTION
 DV2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2234+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2234
 DV2234  HISTORY     - Date     Condition        Report By
 DV2234  HISTORY     - 1986     MONUMENTED       AZDT
 DV2234  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV2234
 DV2234                          STATION DESCRIPTION
 DV2234
 DV2234'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2234'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) WEST-SOUTHWEST OF
 DV2234'DOWNTOWN PHOENIX, ARIZONA.
 DV2234'
 DV2234'TO REACH THE STATION FROM THE INTERSECTION OF 51ST AVENUE AND LOWER
 DV2234'BUCKEYE ROAD, GO WEST ON LOWER BUCKEYE ROAD FOR 0.81 KM (0.5 MI) TO
 DV2234'THE STATION ON THE RIGHT.
 DV2234'
 DV2234'THE STATION IS A STANDARD AGS DISK
 DV2234'STAMPED---EYE 1986---,
 DV2234'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2234'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2234'1.22 METERS (4.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2234'1.43 METERS (4.7 FT) EAST FROM THE EAST EDGE OF A CANAL,
 DV2234'8.32 METERS (27.3 FT) NORTH FROM THE CENTERLINE OF LOWER BUCKEYE
 DV2234'ROAD,
 DV2234'9.08 METERS (29.8 FT) NORTHEAST FROM THE N 1/4 20 T1N R2E SURVEY
 DV2234'HAND HOLE.
 DV2234'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2234'STAMPED---EYE 1986---,
 DV2234'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2234
 DV2234                          STATION RECOVERY (2008)
 DV2234
 DV2234'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2234'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2234'SURFACE MARK. THE ROAD HAS BEEN WIDENED, AND IS NOW ABOUT 35 FEET WIDE
 DV2234'NORTH OF THE CENTERLINE. ADDITIONALLY, THE SIDE OF THE ROAD HAS BEEN
 DV2234'LANDSCAPED FOR ANOTHER 40-50 FEET TO THE NORTH OF THE CENTERLINE.
 DV2234'ASSUMED DESTROYED BY ROAD CONSTRUCTION. NOTE THE UNDERGROUND MARK MAY
 DV2234'YET EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2272 ***********************************************************************
 DV2272  DESIGNATION -  EYE
 DV2272  PID         -  DV2272
 DV2272  STATE/COUNTY-  AZ/MARICOPA
 DV2272  USGS QUAD   -  AGUILA (1990)
 DV2272
 DV2272                         *CURRENT SURVEY CONTROL
 DV2272  ___________________________________________________________________
 DV2272* NAD 83(1992)-  33 56 33.95393(N)    113 09 04.36003(W)     ADJUSTED  
 DV2272* NAVD 88     -       667.0    (meters)    2188.     (feet)  VERTCON   
 DV2272  ___________________________________________________________________
 DV2272  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DV2272  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2272  HORZ ORDER  -  SECOND
 DV2272
 DV2272.The horizontal coordinates were established by classical geodetic methods
 DV2272.and adjusted by the National Geodetic Survey in August 1993.
 DV2272
 DV2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2272
 DV2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2272
 DV2272.The geoid height was determined by GEOID03.
 DV2272
 DV2272;                    North         East     Units Scale Factor Converg.
 DV2272;SPC AZ C     -   326,992.431    99,238.499   MT  1.00006050   -0 41 21.8
 DV2272;SPC AZ C     - 1,072,809.81    325,585.63   iFT  1.00006050   -0 41 21.8
 DV2272;UTM  12      - 3,757,894.441   301,189.450   MT  1.00008727   -1 12 05.6
 DV2272
 DV2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2272!SPC AZ C     -   0.99990001  x   1.00006050  =   0.99996051
 DV2272!UTM  12      -   0.99990001  x   1.00008727  =   0.99998727
 DV2272
 DV2272|---------------------------------------------------------------------|
 DV2272| PID    Reference Object                     Distance      Geod. Az  |
 DV2272|                                                           dddmmss.s |
 DV2272| CS6631 EYE RM 1                             12.152 METERS 08745     |
 DV2272| CS6632 EYE RM 2                             12.200 METERS 26733     |
 DV2272|---------------------------------------------------------------------|
 DV2272
 DV2272                          SUPERSEDED SURVEY CONTROL
 DV2272
 DV2272  NAD 83(1986)-  33 56 33.95286(N)    113 09 04.36366(W) AD(       ) 2
 DV2272  NGVD 29 (11/27/91)  666.3    (m)         2186.     (f) VERT ANG    3  
 DV2272
 DV2272.Superseded values are not recommended for survey control.
 DV2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2272.See file dsdata.txt to determine how the superseded data were derived.
 DV2272
 DV2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0118957894(NAD 83)
 DV2272_MARKER: DS = TRIANGULATION STATION DISK
 DV2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2272+STABILITY: SURFACE MOTION
 DV2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2272+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2272
 DV2272  HISTORY     - Date     Condition        Report By
 DV2272  HISTORY     - 1985     MONUMENTED       AZDT
 DV2272  HISTORY     - 20070323 GOOD             GEOCAC
 DV2272
 DV2272                          STATION DESCRIPTION
 DV2272
 DV2272'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2272'THE STATION IS LOCATED 1 MILE EAST OF AGUILA ALONG THE SOUTH SIDE OF
 DV2272'U.S. HIGHWAY 60.
 DV2272'
 DV2272'THE STATION MARK IS AN AZDT DISK STAMPED---EYE 1985---.  IT IS SET IN
 DV2272'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 65
 DV2272'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 60, 49 FEET NORTH OF THE
 DV2272'NORTH END OF AN IRRIGATION DITCH AND 3 FEET SOUTH OF THE WITNESS POST.
 DV2272'
 DV2272'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---EYE RM 1 1985---.  IT IS
 DV2272'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 1.4 FEET EAST OF A WITNESS
 DV2272'POST.
 DV2272'
 DV2272'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---EYE RM 2 1985---.  IT IS
 DV2272'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 2 FEET EAST OF A WITNESS
 DV2272'POST.
 DV2272'
 DV2272'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV2272'U.S. HIGHWAY 60 FOR 1.15 MILES TO MILE POST 85.6 AND THE STATION ON
 DV2272'THE RIGHT.
 DV2272
 DV2272                          STATION RECOVERY (2007)
 DV2272
 DV2272'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2272'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV2272'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1681 ***********************************************************************
 DU1681  DESIGNATION -  F
 DU1681  PID         -  DU1681
 DU1681  STATE/COUNTY-  AZ/MARICOPA
 DU1681  USGS QUAD   -  MESA (1982)
 DU1681
 DU1681                         *CURRENT SURVEY CONTROL
 DU1681  ___________________________________________________________________
 DU1681* NAD 83(1986)-  33 23 05.     (N)    111 50 01.     (W)     SCALED    
 DU1681* NAVD 88     -       369.577  (meters)    1212.52   (feet)  ADJUSTED  
 DU1681  ___________________________________________________________________
 DU1681  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1681  DYNAMIC HT  -         369.139 (meters)    1211.08  (feet)  COMP
 DU1681  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 DU1681
 DU1681  VERT ORDER  -  SECOND    CLASS I
 DU1681
 DU1681.The horizontal coordinates were scaled from a topographic map and have
 DU1681.an estimated accuracy of +/- 6 seconds.
 DU1681
 DU1681.The orthometric height was determined by differential leveling
 DU1681.and adjusted in January 1998.
 DU1681
 DU1681.The geoid height was determined by GEOID03.
 DU1681
 DU1681.The dynamic height is computed by dividing the NAVD 88
 DU1681.geopotential number by the normal gravity value computed on the
 DU1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1681.degrees latitude (g = 980.6199 gals.).
 DU1681
 DU1681.The modeled gravity was interpolated from observed gravity values.
 DU1681
 DU1681;                    North         East    Units  Estimated Accuracy
 DU1681;SPC AZ C     -   264,420.      221,090.      MT  (+/- 180 meters Scaled)
 DU1681
 DU1681                          SUPERSEDED SURVEY CONTROL
 DU1681
 DU1681  NAVD 88 (11/29/93)  369.547  (m)         1212.42   (f) UNKNOWN     2 1
 DU1681
 DU1681.Superseded values are not recommended for survey control.
 DU1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1681.See file dsdata.txt to determine how the superseded data were derived.
 DU1681
 DU1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224942(NAD 83)
 DU1681_MARKER: DD = SURVEY DISK
 DU1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1681_SP_SET: CONCRETE POST
 DU1681_STAMPING: BM-F 1977
 DU1681_MARK LOGO: AZ-013
 DU1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1681+STABILITY: SURFACE MOTION
 DU1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1681+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 DU1681
 DU1681  HISTORY     - Date     Condition        Report By
 DU1681  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1681  HISTORY     - 1981     GOOD             AZDT
 DU1681  HISTORY     - 19941012 GOOD             NGS
 DU1681  HISTORY     - 19941026 GOOD             NGS
 DU1681  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU1681
 DU1681                          STATION DESCRIPTION
 DU1681
 DU1681'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1681'IN MESA.
 DU1681'IN MESA, 3 MI (4.83 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1681'GILBERT ROAD TO COUNTRY CLUB DRIVE, ABOUT 500 FT (152.40 METERS) SOUTH
 DU1681'OF THE FREEWAY CENTERLINE TO IRON AVENUE, 25 FT (7.62 METERS) NORTH OF
 DU1681'THE SOUTH EDGE OF THE AVENUE, 15 FT (4.57 METERS) SOUTH OF THE NORTH
 DU1681'EDGE OF THE AVENUE, 15 FT (4.57 METERS) WEST OF A DRIVE SOUTH, 85 FT
 DU1681'(25.90 METERS) EAST OF A DRIVE SOUTH, ABOUT 450 FT (137.16) EAST OF A
 DU1681'LARGE SIGN (FORD TRACTORS AND EQUIPMENT), A MARICOPA COUNTY BRASS CAP
 DU1681'SET IN AN 8-INCH CONCRETE POST FLUSH WITH THE SURFACING OF IRON
 DU1681'AVENUE.
 DU1681
 DU1681                          STATION RECOVERY (1994)
 DU1681
 DU1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1681'0.2 KM (0.10 MI) EASTERLY ALONG IRON AVENUE FROM THE JUNCTION OF STATE
 DU1681'HIGHWAY 87 IN MESA, 3.4 M (11.2 FT) WEST OF THE CENTER OF THE ENTRANCE
 DU1681'ROAD LEADING TO THE EMPIRE MACHINE COMPANY, 2.6 M (8.5 FT) NORTH OF
 DU1681'THE AVENUE CENTER, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY
 DU1681'THE AVENUE PAVEMENT.
 DU1681
 DU1681                          STATION RECOVERY (1994)
 DU1681
 DU1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1681'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1681'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1681'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1681'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1681'0.1 MILE (0.2 KM) TO A SIDE ROAD LEFT, IRON AVENUE.  TURN LEFT AND GO
 DU1681'EAST ON IRON AVENUE FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT
 DU1681'IN THE CENTER OF THE WESTBOUND LANE OF IRON AVENUE OPPOSITE THE SECOND
 DU1681'PAVED DRIVEWAY TO THE RIGHT,  500 FEET (152.4 M) SOUTH OF THE FREEWAY
 DU1681'CENTERLINE TO IRON AVENUE, 25 FEET (7.6 M) NORTH OF THE SOUTH EDGE OF
 DU1681'THE AVENUE, 15 FEET (4.6 M) SOUTH OF THE NORTH EDGE OF THE AVENUE, 15
 DU1681'FEET (4.6 M) WEST OF A DRIVE SOUTH, 85 FEET (25.9 M) EAST OF A DRIVE
 DU1681'SOUTH, ABOUT 450 FEET (137.2 M) EAST OF A LARGE SIGN (FORD TRACTORS
 DU1681'AND EQUIPMENT),  A MARICOPA COUNTY BRASS CAP SET IN AN 8-INCH CONCRETE
 DU1681'POST FLUSH WITH THE SURFACING OF IRON AVENUE.  NOTE--THE STATION IS
 DU1681'ABOUT 100 FEET (30.5 M) WEST OF STATION 1262 F RESET.
 DU1681
 DU1681                          STATION RECOVERY (2005)
 DU1681
 DU1681'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1681'STATION APPEARS TO HAVE BEEN COVERED WITH ASPHALT. AT ABOUT 100 FEET
 DU1681'WEST FROM STATION 1262 F RESET (DU1680) A PIN WAS FOUND IN THE CENTER
 DU1681'OF IRON AVENUE WITH A MARK OF  PK .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0826 ***********************************************************************
 DV0826  DESIGNATION -  F 10
 DV0826  PID         -  DV0826
 DV0826  STATE/COUNTY-  AZ/MARICOPA
 DV0826  USGS QUAD   -  GILLESPIE (1984)
 DV0826
 DV0826                         *CURRENT SURVEY CONTROL
 DV0826  ___________________________________________________________________
 DV0826* NAD 83(1986)-  33 16 05.     (N)    112 58 29.     (W)     SCALED    
 DV0826* NAVD 88     -       313.61   (+/-2cm)    1028.9    (feet)  VERTCON   
 DV0826  ___________________________________________________________________
 DV0826  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV0826  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0826
 DV0826.The horizontal coordinates were scaled from a topographic map and have
 DV0826.an estimated accuracy of +/- 6 seconds.
 DV0826
 DV0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0826.The vertical order pertains to the NGVD 29 superseded value.
 DV0826
 DV0826.The geoid height was determined by GEOID03.
 DV0826
 DV0826;                    North         East    Units  Estimated Accuracy
 DV0826;SPC AZ C     -   251,980.      114,790.      MT  (+/- 180 meters Scaled)
 DV0826
 DV0826                          SUPERSEDED SURVEY CONTROL
 DV0826
 DV0826  NGVD 29 (??/??/92)  312.982  (m)         1026.84   (f) ADJ UNCH    1 2
 DV0826
 DV0826.Superseded values are not recommended for survey control.
 DV0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0826.See file dsdata.txt to determine how the superseded data were derived.
 DV0826
 DV0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB160827(NAD 83)
 DV0826_MARKER: DB = BENCH MARK DISK
 DV0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0826_SP_SET: MONUMENT
 DV0826_STAMPING: 1026.842 F 10 1927
 DV0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0826
 DV0826  HISTORY     - Date     Condition        Report By
 DV0826  HISTORY     - 1927     MONUMENTED       CGS
 DV0826
 DV0826                          STATION DESCRIPTION
 DV0826
 DV0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV0826'16.1 MI W FROM HASSAYAMPA.
 DV0826'16.1 MILES WEST OF HASSAYAMPA RR. SWITCH.  BRONZE DISC SET IN STANDARD
 DV0826'CONCRETE MONUMENT 141 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS, 1
 DV0826'FOOT INSIDE RR. FENCE EAST OF ROAD, AND 9 FEET NORTH OF THE FENCE
 DV0826'CORNER-- 15-1/3 TELEPHONE POLES EAST OF MILEPOST 851.  1170 FEET EAST
 DV0826'OF BRIDGE NO. 851.  540 FEET EAST OF EAST SWITCH AT GILLISPIE. AT
 DV0826'HIGHWAY CROSSING 851 C-851 D.  0.5 MILES EAST OF GILLISPIE SIDING.
 DV0826'MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 2 FEET ABOVE TRACK LEVEL.
 DV0826'MARK IS ON THE S.P. RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0328 ***********************************************************************
 DU0328  DESIGNATION -  F 101
 DU0328  PID         -  DU0328
 DU0328  STATE/COUNTY-  AZ/GILA
 DU0328  USGS QUAD   -  CHROME BUTTE (1966)
 DU0328
 DU0328                         *CURRENT SURVEY CONTROL
 DU0328  ___________________________________________________________________
 DU0328* NAD 83(1986)-  33 30 47.     (N)    110 42 29.     (W)     SCALED    
 DU0328* NAVD 88     -      1556.866  (meters)    5107.82   (feet)  ADJUSTED  
 DU0328  ___________________________________________________________________
 DU0328  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU0328  DYNAMIC HT  -        1554.648 (meters)    5100.54  (feet)  COMP
 DU0328  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 DU0328
 DU0328  VERT ORDER  -  FIRST     CLASS II
 DU0328
 DU0328.The horizontal coordinates were scaled from a topographic map and have
 DU0328.an estimated accuracy of +/- 6 seconds.
 DU0328
 DU0328.The orthometric height was determined by differential leveling
 DU0328.and adjusted in June 1991.
 DU0328.WARNING-Repeat measurements at this control monument indicate possible
 DU0328.vertical movement.
 DU0328
 DU0328.The geoid height was determined by GEOID03.
 DU0328
 DU0328.The dynamic height is computed by dividing the NAVD 88
 DU0328.geopotential number by the normal gravity value computed on the
 DU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0328.degrees latitude (g = 980.6199 gals.).
 DU0328
 DU0328.The modeled gravity was interpolated from observed gravity values.
 DU0328
 DU0328;                    North         East    Units  Estimated Accuracy
 DU0328;SPC AZ E     -   278,780.      163,070.      MT  (+/- 180 meters Scaled)
 DU0328
 DU0328                          SUPERSEDED SURVEY CONTROL
 DU0328
 DU0328  NGVD 29 (??/??/92) 1556.208  (m)         5105.66   (f) ADJ UNCH    1 2
 DU0328
 DU0328.Superseded values are not recommended for survey control.
 DU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0328.See file dsdata.txt to determine how the superseded data were derived.
 DU0328
 DU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC271082(NAD 83)
 DU0328_MARKER: DD = SURVEY DISK
 DU0328_SETTING: 80 = SET IN A BOULDER
 DU0328_SP_SET: BOULDER
 DU0328_STAMPING: F 101 1935
 DU0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0328+STABILITY: SURFACE MOTION
 DU0328
 DU0328  HISTORY     - Date     Condition        Report By
 DU0328  HISTORY     - 1935     MONUMENTED       USFS
 DU0328  HISTORY     - 1966     GOOD             USGS
 DU0328  HISTORY     - 1979     GOOD             NGS
 DU0328
 DU0328                          STATION DESCRIPTION
 DU0328
 DU0328'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0328'10.9 MI NE FROM GLOBE.
 DU0328'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O. IN GLOBE,
 DU0328'GILA COUNTY, 0.7 MILES WEST ALONG HWY. 60, 25 FEET SOUTH OF A
 DU0328'CONCRETRE CULVERT, 25 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY, IN
 DU0328'THE TOP OF A LARGE QUARTZITE  BOULDER, AND ABOUT 10 FEET HIGHER THAN
 DU0328'THE ROADWAY.
 DU0328
 DU0328                          STATION RECOVERY (1979)
 DU0328
 DU0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0328'9.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0328'COURTHOUSE IN GLOBE AND THENCE 0.7 MILE NORTHWEST ALONG A PAVED
 DU0328'ROAD (OLD U.S. HIGHWAY 60), 0.1 MILE SOUTHWEST OF A FENCE ACROSS THE
 DU0328'ROAD, 25 FEET WEST OF THE CENTER OF THE ROAD AND 25 FEET SOUTH OF THE
 DU0328'SOUTHWEST CORNER OF A CONCRETE CULVERT.
 DU0328'THE MARK IS 10 FT  NW FROM A WITNESS POST.
 DU0328'THE MARK IS 9 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0357 ***********************************************************************
 DU0357  DESIGNATION -  F 102
 DU0357  PID         -  DU0357
 DU0357  STATE/COUNTY-  AZ/GILA
 DU0357  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0357
 DU0357                         *CURRENT SURVEY CONTROL
 DU0357  ___________________________________________________________________
 DU0357* NAD 83(1986)-  33 49 03.     (N)    110 35 48.     (W)     SCALED    
 DU0357* NAVD 88     -      1297.313  (meters)    4256.27   (feet)  ADJUSTED  
 DU0357  ___________________________________________________________________
 DU0357  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DU0357  DYNAMIC HT  -        1295.539 (meters)    4250.45  (feet)  COMP
 DU0357  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 DU0357
 DU0357  VERT ORDER  -  SECOND    CLASS 0
 DU0357
 DU0357.The horizontal coordinates were scaled from a topographic map and have
 DU0357.an estimated accuracy of +/- 6 seconds.
 DU0357
 DU0357.The orthometric height was determined by differential leveling
 DU0357.and adjusted in June 1991.
 DU0357
 DU0357.The geoid height was determined by GEOID03.
 DU0357
 DU0357.The dynamic height is computed by dividing the NAVD 88
 DU0357.geopotential number by the normal gravity value computed on the
 DU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0357.degrees latitude (g = 980.6199 gals.).
 DU0357
 DU0357.The modeled gravity was interpolated from observed gravity values.
 DU0357
 DU0357;                    North         East    Units  Estimated Accuracy
 DU0357;SPC AZ E     -   312,500.      173,550.      MT  (+/- 180 meters Scaled)
 DU0357
 DU0357                          SUPERSEDED SURVEY CONTROL
 DU0357
 DU0357  NGVD 29 (??/??/92) 1296.667  (m)         4254.15   (f) ADJ UNCH    2 0
 DU0357
 DU0357.Superseded values are not recommended for survey control.
 DU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0357.See file dsdata.txt to determine how the superseded data were derived.
 DU0357
 DU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC373419(NAD 83)
 DU0357_MARKER: DB = BENCH MARK DISK
 DU0357_SETTING: 66 = SET IN ROCK OUTCROP
 DU0357_SP_SET: ROCK LEDGE
 DU0357_STAMPING: F-102 1935
 DU0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0357+STABILITY: POSITION/ELEVATION WELL
 DU0357
 DU0357  HISTORY     - Date     Condition        Report By
 DU0357  HISTORY     - 1935     MONUMENTED       USFS
 DU0357  HISTORY     - 1935     GOOD             NGS
 DU0357  HISTORY     - 19860521 MARK NOT FOUND   USGS
 DU0357
 DU0357                          STATION DESCRIPTION
 DU0357
 DU0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0357'44.1 MI NE FROM GLOBE.
 DU0357'33.5 MI. N.E. OF, ALONG U.S. HWY NO. 60, THENCE 10.6 MI. N.W. ON ROAD
 DU0357'TO REGAL MINE. ABOUT 350 FT. NORTH OF THE INTERSECTION OF THE UPPER
 DU0357'AND LOWER REGAL MINE ROADS, 120 FT. EAST OF THE END OF LOWER ROAD, AT
 DU0357'THE NORTHWEST DOOR OF REGAL ABESTOS MINING CO. OFFICE BUILDING, JUST
 DU0357'WEST OF END OF UPPER ROAD AND SET IN ROCK LEDGE.
 DU0357
 DU0357                          STATION RECOVERY (1986)
 DU0357
 DU0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PI)
 DU0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0491 ***********************************************************************
 DU0491  DESIGNATION -  F 107
 DU0491  PID         -  DU0491
 DU0491  STATE/COUNTY-  AZ/PINAL
 DU0491  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0491
 DU0491                         *CURRENT SURVEY CONTROL
 DU0491  ___________________________________________________________________
 DU0491* NAD 83(1986)-  33 19 35.     (N)    111 25 49.     (W)     SCALED    
 DU0491* NAVD 88     -       548.57   (+/-2cm)    1799.8    (feet)  VERTCON   
 DU0491  ___________________________________________________________________
 DU0491  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DU0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0491
 DU0491.The horizontal coordinates were scaled from a topographic map and have
 DU0491.an estimated accuracy of +/- 6 seconds.
 DU0491
 DU0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0491.The vertical order pertains to the NGVD 29 superseded value.
 DU0491
 DU0491.The geoid height was determined by GEOID03.
 DU0491
 DU0491;                    North         East    Units  Estimated Accuracy
 DU0491;SPC AZ C     -   258,050.      258,640.      MT  (+/- 180 meters Scaled)
 DU0491
 DU0491                          SUPERSEDED SURVEY CONTROL
 DU0491
 DU0491  NGVD 29 (??/??/92)  548.028  (m)         1797.99   (f) ADJ UNCH    2 0
 DU0491
 DU0491.Superseded values are not recommended for survey control.
 DU0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0491.See file dsdata.txt to determine how the superseded data were derived.
 DU0491
 DU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB599875(NAD 83)
 DU0491_MARKER: DB = BENCH MARK DISK
 DU0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0491_STAMPING: F 107 1935
 DU0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0491+STABILITY: SURFACE MOTION
 DU0491
 DU0491  HISTORY     - Date     Condition        Report By
 DU0491  HISTORY     - 1935     MONUMENTED       CGS
 DU0491  HISTORY     - 1975     GOOD             NGS
 DU0491  HISTORY     - 1975     GOOD             DOD
 DU0491  HISTORY     - 20061227 MARK NOT FOUND   GEOCAC
 DU0491
 DU0491                          STATION DESCRIPTION
 DU0491
 DU0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0491'9.4 MI NW FROM APACHE JUNCTION.
 DU0491'9.4 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 9.3
 DU0491'MILES SOUTHEAST OF APACHE JUNCTION, 0.3 MILE WEST OF A CONCRETE
 DU0491'BRIDGE, 210 FEET WEST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 150
 DU0491'FEET WEST OF A RIGHT-OF-WAY POST MARKED POT 664-00, 51 FEET SOUTH OF
 DU0491'THE CENTERLINE OF THE HIGHWAY, AND 41 FEET NORTHWEST OF A BUSHY TREE.
 DU0491'A STANDARD DISK, STAMPED F 107 1935 AND SET IN THE TOP OF A CONCRETE
 DU0491'POST.
 DU0491
 DU0491                          STATION RECOVERY (1975)
 DU0491
 DU0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0491'RECOVERED IN GOOD CONDITION.
 DU0491
 DU0491                          STATION RECOVERY (1975)
 DU0491
 DU0491'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DU0491'RECOVERED IN GOOD CONDITION.
 DU0491
 DU0491                          STATION RECOVERY (2006)
 DU0491
 DU0491'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0491'A TURN LANE HAS BEEN ADDED AT THIS LOCATION. ASSUMED DESTROYED BY ROAD
 DU0491'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0256 ***********************************************************************
 DU0256  DESIGNATION -  F 108
 DU0256  PID         -  DU0256
 DU0256  STATE/COUNTY-  AZ/GILA
 DU0256  USGS QUAD   -  INSPIRATION (1982)
 DU0256
 DU0256                         *CURRENT SURVEY CONTROL
 DU0256  ___________________________________________________________________
 DU0256* NAD 83(1986)-  33 23 05.     (N)    110 53 25.     (W)     SCALED    
 DU0256* NAVD 88     -      1072.93   (+/-2cm)    3520.1    (feet)  VERTCON   
 DU0256  ___________________________________________________________________
 DU0256  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DU0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0256
 DU0256.The horizontal coordinates were scaled from a topographic map and have
 DU0256.an estimated accuracy of +/- 6 seconds.
 DU0256
 DU0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0256.The vertical order pertains to the NGVD 29 superseded value.
 DU0256
 DU0256.The geoid height was determined by GEOID03.
 DU0256
 DU0256;                    North         East    Units  Estimated Accuracy
 DU0256;SPC AZ E     -   264,650.      146,040.      MT  (+/- 180 meters Scaled)
 DU0256
 DU0256                          SUPERSEDED SURVEY CONTROL
 DU0256
 DU0256  NGVD 29 (??/??/92) 1072.256  (m)         3517.89   (f) ADJ UNCH    2 0
 DU0256
 DU0256.Superseded values are not recommended for survey control.
 DU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0256.See file dsdata.txt to determine how the superseded data were derived.
 DU0256
 DU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB102939(NAD 83)
 DU0256_MARKER: DD = SURVEY DISK
 DU0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0256_SP_SET: GUARDRAIL
 DU0256_STAMPING: F-108 1935
 DU0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0256
 DU0256  HISTORY     - Date     Condition        Report By
 DU0256  HISTORY     - 1935     MONUMENTED       AZHD
 DU0256  HISTORY     - 1935     GOOD             NGS
 DU0256  HISTORY     - 1968     MARK NOT FOUND   USGS
 DU0256  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DU0256
 DU0256                          STATION DESCRIPTION
 DU0256
 DU0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0256'1.7 MI SW FROM MIAMI.
 DU0256'1.7 MI SW ALONG U.S. HWY NO. 60.  AT THE INTERSECTION OF U.S. HWY NO.
 DU0256'30 WITH WEBSTER GULCH ROAD, ON THE CONCRETE BRIDGE, ON THE WEST GUARD
 DU0256'RAIL, 1.5 FT NORTH OF ANGLE IN THE SOUTH GUARD RAIL ENDPOST.  SET IN
 DU0256'THE TOP OF THE GUARD RAIL.
 DU0256
 DU0256                          STATION RECOVERY (1968)
 DU0256
 DU0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DU0256'MARK NOT FOUND.
 DU0256
 DU0256                          STATION RECOVERY (2006)
 DU0256
 DU0256'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0256'MARK NOT FOUND. THE ORIGINAL GUARDRAILS HAVE BEEN REMOVED, AND UPDATED
 DU0256'WITH A CONTINUOUS BULWARK STYLE RAILING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0385 ***********************************************************************
 DA0385  DESIGNATION -  F 109
 DA0385  PID         -  DA0385
 DA0385  STATE/COUNTY-  AZ/PIMA
 DA0385  USGS QUAD   -  BATES WELL (1990)
 DA0385
 DA0385                         *CURRENT SURVEY CONTROL
 DA0385  ___________________________________________________________________
 DA0385* NAD 83(1986)-  32 13 38.     (N)    112 53 24.     (W)     SCALED    
 DA0385* NAVD 88     -       470.87   (+/-2cm)    1544.8    (feet)  VERTCON   
 DA0385  ___________________________________________________________________
 DA0385  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DA0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0385
 DA0385.The horizontal coordinates were scaled from a topographic map and have
 DA0385.an estimated accuracy of +/- 6 seconds.
 DA0385
 DA0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0385.The vertical order pertains to the NGVD 29 superseded value.
 DA0385
 DA0385.The geoid height was determined by GEOID03.
 DA0385
 DA0385;                    North         East    Units  Estimated Accuracy
 DA0385;SPC AZ C     -   136,480.      121,620.      MT  (+/- 180 meters Scaled)
 DA0385
 DA0385                          SUPERSEDED SURVEY CONTROL
 DA0385
 DA0385  NGVD 29 (??/??/92)  470.170  (m)         1542.55   (f) ADJ UNCH    2 0
 DA0385
 DA0385.Superseded values are not recommended for survey control.
 DA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0385.See file dsdata.txt to determine how the superseded data were derived.
 DA0385
 DA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA219671(NAD 83)
 DA0385_MARKER: DB = BENCH MARK DISK
 DA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0385_STAMPING: F 109 1935
 DA0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0385+STABILITY: SURFACE MOTION
 DA0385
 DA0385  HISTORY     - Date     Condition        Report By
 DA0385  HISTORY     - 1935     MONUMENTED       CGS
 DA0385  HISTORY     - 1952     GOOD             NGS
 DA0385
 DA0385                          STATION DESCRIPTION
 DA0385
 DA0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0385'12.75 MI S FROM AJO.
 DA0385'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0385'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG THE
 DA0385'HIGHWAY 86 TO THE JUNCTION OF A ROAD LEADING SOUTH TO DARBY WELL,
 DA0385'THENCE 10.7 MILES SOUTHWEST AND SOUTH ALONG A ROAD LEADING TO DARBY
 DA0385'WELL AND BATES WELL, 248 FEET EAST OF THE CENTER LINE OF THE NEW ROAD,
 DA0385'27 1/2 FEET WEST OF THE OLD ROAD, 1.6 FEET NORTH OF A WITNESS POST,
 DA0385'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0385'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0721 ***********************************************************************
 ET0721  DESIGNATION -  F 11
 ET0721  PID         -  ET0721
 ET0721  STATE/COUNTY-  AZ/MOHAVE
 ET0721  USGS QUAD   -  CREAMERY CANYON (1967)
 ET0721
 ET0721                         *CURRENT SURVEY CONTROL
 ET0721  ___________________________________________________________________
 ET0721* NAD 83(1986)-  34 46 24.     (N)    113 59 27.     (W)     SCALED    
 ET0721* NAVD 88     -       835.15   (+/-2cm)    2740.0    (feet)  VERTCON   
 ET0721  ___________________________________________________________________
 ET0721  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET0721  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0721
 ET0721.The horizontal coordinates were scaled from a topographic map and have
 ET0721.an estimated accuracy of +/- 6 seconds.
 ET0721
 ET0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0721.The vertical order pertains to the NGVD 29 superseded value.
 ET0721
 ET0721.The geoid height was determined by GEOID03.
 ET0721
 ET0721;                    North         East    Units  Estimated Accuracy
 ET0721;SPC AZ W     -   418,470.      191,320.      MT  (+/- 180 meters Scaled)
 ET0721
 ET0721                          SUPERSEDED SURVEY CONTROL
 ET0721
 ET0721  NGVD 29 (??/??/92)  834.384  (m)         2737.47   (f) ADJ UNCH    1 2
 ET0721
 ET0721.Superseded values are not recommended for survey control.
 ET0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0721.See file dsdata.txt to determine how the superseded data were derived.
 ET0721
 ET0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD262519(NAD 83)
 ET0721_MARKER: DB = BENCH MARK DISK
 ET0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0721_STAMPING: 2737.475 F 11 1927
 ET0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0721+STABILITY: SURFACE MOTION
 ET0721
 ET0721  HISTORY     - Date     Condition        Report By
 ET0721  HISTORY     - 1927     MONUMENTED       CGS
 ET0721  HISTORY     - 1967     POOR             NGS
 ET0721  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0721
 ET0721                          STATION DESCRIPTION
 ET0721
 ET0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 ET0721'11.8 MI SE FROM YUCCA.
 ET0721'11.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0721'POST OFFICE AT YUCCA, MOHAVE COUNTY, 1/3 MILE NORTH OF A ROCKY
 ET0721'RAZORBACK RIDGE, 0.2 MILE NORTHWEST OF THE CROSSING OF A ROW OF POLES
 ET0721'AND A WASH, 102.5 FEET EAST OF AN IRON POLE ON WHICH IS PAINTED A
 ET0721'WHITE BAND, IN LINE WITH THE POLE AND A YUCCA BUSH, 44 FEET NORTHWEST
 ET0721'OF A YUCCA TREE, AND 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 ET0721'STANDARD DISK, STAMPED 2737.475 F 11 1927 AND SET IN THE TOP OF A
 ET0721'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ET0721
 ET0721                          STATION RECOVERY (1967)
 ET0721
 ET0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ET0721'MARK RECOVERED IN POOR CONDITION.
 ET0721
 ET0721                          STATION RECOVERY (1981)
 ET0721
 ET0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0721'CONCRETE POST FOUND WITH TOP PORTION BROKEN OFF, MARK BELIEVED
 ET0721'DESTROYED, DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0432 ***********************************************************************
 DA0432  DESIGNATION -  F 110
 DA0432  PID         -  DA0432
 DA0432  STATE/COUNTY-  AZ/PIMA
 DA0432  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0432
 DA0432                         *CURRENT SURVEY CONTROL
 DA0432  ___________________________________________________________________
 DA0432* NAD 83(1986)-  32 07 05.     (N)    112 52 26.     (W)     SCALED    
 DA0432* NAVD 88     -       458.57   (+/-2cm)    1504.5    (feet)  VERTCON   
 DA0432  ___________________________________________________________________
 DA0432  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0432
 DA0432.The horizontal coordinates were scaled from a topographic map and have
 DA0432.an estimated accuracy of +/- 6 seconds.
 DA0432
 DA0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0432.The vertical order pertains to the NGVD 29 superseded value.
 DA0432
 DA0432.The geoid height was determined by GEOID03.
 DA0432
 DA0432;                    North         East    Units  Estimated Accuracy
 DA0432;SPC AZ C     -   124,360.      123,030.      MT  (+/- 180 meters Scaled)
 DA0432
 DA0432                          SUPERSEDED SURVEY CONTROL
 DA0432
 DA0432  NGVD 29 (??/??/92)  457.86   (m)         1502.2    (f) COMPUTED    2 0
 DA0432
 DA0432.Superseded values are not recommended for survey control.
 DA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0432.See file dsdata.txt to determine how the superseded data were derived.
 DA0432
 DA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA232550(NAD 83)
 DA0432_MARKER: DB = BENCH MARK DISK
 DA0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0432_STAMPING: F 110 1935
 DA0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0432+STABILITY: SURFACE MOTION
 DA0432
 DA0432  HISTORY     - Date     Condition        Report By
 DA0432  HISTORY     - 1935     MONUMENTED       CGS
 DA0432  HISTORY     - 1952     GOOD             NGS
 DA0432
 DA0432                          STATION DESCRIPTION
 DA0432
 DA0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0432'29.65 MI S FROM AJO.
 DA0432'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0432'FROM THE STATION AT AJO, THENCE 10.8 MILES SOUTHEAST ALONG HIGHWAY 86
 DA0432'TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG AJO-SONOYTA HIGHWAY TO
 DA0432'AN INTERSECTION, THENCE 6.75 MILES WEST ALONG A TRACK ROAD TO AN
 DA0432'INTERSECTION, THENCE 2.8 MILES SOUTH ALONG A DIM TRACK ROAD.  0.55
 DA0432'MILES SOUTH OF A POINT WHERE THE ROAD CROSSES A LARGE WASH, 31 FEET
 DA0432'WEST OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF THE CENTER OF A
 DA0432'SMALL WASH, 1.7 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH
 DA0432'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1465 ***********************************************************************
 GR1465  DESIGNATION -  F 111
 GR1465  PID         -  GR1465
 GR1465  STATE/COUNTY-  AZ/MOHAVE
 GR1465  USGS QUAD   -  MESQUITE (1985)
 GR1465
 GR1465                         *CURRENT SURVEY CONTROL
 GR1465  ___________________________________________________________________
 GR1465* NAD 83(1986)-  36 49 45.     (N)    114 00 20.     (W)     SCALED    
 GR1465* NAVD 88     -       562.204  (meters)    1844.50   (feet)  ADJUSTED  
 GR1465  ___________________________________________________________________
 GR1465  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 GR1465  DYNAMIC HT  -         561.635 (meters)    1842.63  (feet)  COMP
 GR1465  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 GR1465  OBS GRAVITY -     979,604.7   (mgal)                       GRAV_OBS
 GR1465
 GR1465  VERT ORDER  -  FIRST     CLASS I
 GR1465
 GR1465.The horizontal coordinates were scaled from a topographic map and have
 GR1465.an estimated accuracy of +/- 6 seconds.
 GR1465
 GR1465.The orthometric height was determined by differential leveling
 GR1465.and adjusted in June 1991.
 GR1465
 GR1465.The geoid height was determined by GEOID03.
 GR1465
 GR1465.The dynamic height is computed by dividing the NAVD 88
 GR1465.geopotential number by the normal gravity value computed on the
 GR1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1465.degrees latitude (g = 980.6199 gals.).
 GR1465
 GR1465.The modeled gravity was interpolated from observed gravity values.
 GR1465.The observed gravity was obtained from relative gravimeter ties
 GR1465.to the IGSN71 gravity network.
 GR1465
 GR1465;                    North         East    Units  Estimated Accuracy
 GR1465;SPC AZ W     -   646,570.      190,560.      MT  (+/- 180 meters Scaled)
 GR1465
 GR1465                          SUPERSEDED SURVEY CONTROL
 GR1465
 GR1465  NGVD 29 (??/??/92)  561.487  (m)         1842.15   (f) ADJ UNCH    1 1
 GR1465
 GR1465.Superseded values are not recommended for survey control.
 GR1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1465.See file dsdata.txt to determine how the superseded data were derived.
 GR1465
 GR1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA670801(NAD 83)
 GR1465_MARKER: DB = BENCH MARK DISK
 GR1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1465_SP_SET: CULVERT
 GR1465_STAMPING: F 111 1935
 GR1465_MARK LOGO: CGS   
 GR1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1465
 GR1465  HISTORY     - Date     Condition        Report By
 GR1465  HISTORY     - 1935     MONUMENTED       CGS
 GR1465  HISTORY     - 1960     GOOD             NGS
 GR1465  HISTORY     - 1982     GOOD             NGS
 GR1465
 GR1465                          STATION DESCRIPTION
 GR1465
 GR1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR1465'3.9 MI NE FROM MESQUITE, NV.
 GR1465'IN MOHAVE COUNTY, ARIZONA, 3.9 MILES NORTHEAST ALONG U. S. HIGHWAY 91
 GR1465'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, 0.1 MILE EAST
 GR1465'OF THE SUMMIT OF A GRADE, 24 FEET SOUTH OF THE CENTERLINE OF THE
 GR1465'HIGHWAY, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 GR1465'SOUTH HEADWALL, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GR1465'DISK, STAMPED F 111 1935.
 GR1465
 GR1465                          STATION RECOVERY (1982)
 GR1465
 GR1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR1465'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR1465'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE DRIVE FROM THE POST OFFICE IN
 GR1465'MESQUITE, THENCE 5.7 KM (3.55 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GR1465'IN TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL FOR A 6 BY 8
 GR1465'FOOT BOX CULVERT FOR A DRY WASH, 0.5 KM (0.3 MI) NORTHWEST OF THE
 GR1465'NORTHWEST END OF THE STEEL BRIDGE OVER SAND HOLLOW WASH, 7.3 METERS
 GR1465'(24 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 GR1465'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0713 ***********************************************************************
 CZ0713  DESIGNATION -  F 112
 CZ0713  PID         -  CZ0713
 CZ0713  STATE/COUNTY-  AZ/PIMA
 CZ0713  USGS QUAD   -  AVRA (1992)
 CZ0713
 CZ0713                         *CURRENT SURVEY CONTROL
 CZ0713  ___________________________________________________________________
 CZ0713* NAD 83(1986)-  32 19 21.     (N)    111 08 49.     (W)     SCALED    
 CZ0713* NAVD 88     -       755.11   (+/-2cm)    2477.4    (feet)  VERTCON   
 CZ0713  ___________________________________________________________________
 CZ0713  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0713
 CZ0713.The horizontal coordinates were scaled from a topographic map and have
 CZ0713.an estimated accuracy of +/- 6 seconds.
 CZ0713
 CZ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0713.The vertical order pertains to the NGVD 29 superseded value.
 CZ0713
 CZ0713.The geoid height was determined by GEOID03.
 CZ0713
 CZ0713;                    North         East    Units  Estimated Accuracy
 CZ0713;SPC AZ C     -   146,890.      285,830.      MT  (+/- 180 meters Scaled)
 CZ0713
 CZ0713                          SUPERSEDED SURVEY CONTROL
 CZ0713
 CZ0713  NGVD 29 (??/??/92)  754.436  (m)         2475.18   (f) ADJ UNCH    2 0
 CZ0713
 CZ0713.Superseded values are not recommended for survey control.
 CZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0713.See file dsdata.txt to determine how the superseded data were derived.
 CZ0713
 CZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA861761(NAD 83)
 CZ0713_MARKER: DB = BENCH MARK DISK
 CZ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0713_STAMPING: F 112 1935
 CZ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0713+STABILITY: SURFACE MOTION
 CZ0713
 CZ0713  HISTORY     - Date     Condition        Report By
 CZ0713  HISTORY     - 1935     MONUMENTED       CGS
 CZ0713  HISTORY     - 1951     GOOD             NGS
 CZ0713
 CZ0713                          STATION DESCRIPTION
 CZ0713
 CZ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0713'5.15 MI SW FROM CORTARO.
 CZ0713'1.75 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0713'CORTARO, THENCE 3.4 MILES SOUTHWEST ALONG THE KINNEY ROAD, 0.65 MILES
 CZ0713'NORTHEAST OF A T JUNCTION OF A ROAD LEADING NORTHWEST TO AVRA VALLEY,
 CZ0713'41 FEET SOUTH OF THE CENTER LINE OF KINNEY ROAD, 3.3 FEET NORTHEAST OF
 CZ0713'A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN A
 CZ0713'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0407 ***********************************************************************
 CG0407  DESIGNATION -  F 113
 CG0407  PID         -  CG0407
 CG0407  STATE/COUNTY-  AZ/PIMA
 CG0407  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0407
 CG0407                         *CURRENT SURVEY CONTROL
 CG0407  ___________________________________________________________________
 CG0407* NAD 83(1986)-  31 57 41.     (N)    111 23 09.     (W)     SCALED    
 CG0407* NAVD 88     -       852.73   (+/-2cm)    2797.7    (feet)  VERTCON   
 CG0407  ___________________________________________________________________
 CG0407  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0407
 CG0407.The horizontal coordinates were scaled from a topographic map and have
 CG0407.an estimated accuracy of +/- 6 seconds.
 CG0407
 CG0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0407.The vertical order pertains to the NGVD 29 superseded value.
 CG0407
 CG0407.The geoid height was determined by GEOID03.
 CG0407
 CG0407;                    North         East    Units  Estimated Accuracy
 CG0407;SPC AZ C     -   106,710.      263,540.      MT  (+/- 180 meters Scaled)
 CG0407
 CG0407                          SUPERSEDED SURVEY CONTROL
 CG0407
 CG0407  NGVD 29 (??/??/92)  852.014  (m)         2795.32   (f) ADJ UNCH    2 0
 CG0407
 CG0407.Superseded values are not recommended for survey control.
 CG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0407.See file dsdata.txt to determine how the superseded data were derived.
 CG0407
 CG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA635362(NAD 83)
 CG0407_MARKER: DB = BENCH MARK DISK
 CG0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0407_STAMPING: F 113 1935
 CG0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0407+STABILITY: SURFACE MOTION
 CG0407
 CG0407  HISTORY     - Date     Condition        Report By
 CG0407  HISTORY     - 1935     MONUMENTED       CGS
 CG0407  HISTORY     - 1974     GOOD             USGS
 CG0407  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0407
 CG0407                          STATION DESCRIPTION
 CG0407
 CG0407'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0407'9.3 MI S FROM THREE POINTS.
 CG0407'9.3 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0407'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 209 FEET SOUTHWEST OF A
 CG0407'CONCRETE RETAINING WALL AT A WASH, 58 FEET WEST OF THE CENTERLINE OF
 CG0407'THE ROAD, 1.9 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CG0407'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CG0407'THE GROUND.
 CG0407
 CG0407                          STATION RECOVERY (2001)
 CG0407
 CG0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0848 ***********************************************************************
 CZ0848  DESIGNATION -  F 114
 CZ0848  PID         -  CZ0848
 CZ0848  STATE/COUNTY-  AZ/PIMA
 CZ0848  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0848
 CZ0848                         *CURRENT SURVEY CONTROL
 CZ0848  ___________________________________________________________________
 CZ0848* NAD 83(1986)-  32 02 25.     (N)    111 03 31.     (W)     SCALED    
 CZ0848* NAVD 88     -       886.75   (+/-2cm)    2909.3    (feet)  VERTCON   
 CZ0848  ___________________________________________________________________
 CZ0848  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0848
 CZ0848.The horizontal coordinates were scaled from a topographic map and have
 CZ0848.an estimated accuracy of +/- 6 seconds.
 CZ0848
 CZ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0848.The vertical order pertains to the NGVD 29 superseded value.
 CZ0848
 CZ0848.The geoid height was determined by GEOID03.
 CZ0848
 CZ0848;                    North         East    Units  Estimated Accuracy
 CZ0848;SPC AZ C     -   115,660.      294,400.      MT  (+/- 180 meters Scaled)
 CZ0848
 CZ0848                          SUPERSEDED SURVEY CONTROL
 CZ0848
 CZ0848  NGVD 29 (??/??/92)  886.060  (m)         2907.02   (f) ADJ UNCH    2 0
 CZ0848
 CZ0848.Superseded values are not recommended for survey control.
 CZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0848.See file dsdata.txt to determine how the superseded data were derived.
 CZ0848
 CZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA944449(NAD 83)
 CZ0848_MARKER: DB = BENCH MARK DISK
 CZ0848_SETTING: 0 = UNSPECIFIED SETTING
 CZ0848_STAMPING: F 114 1935
 CZ0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0848+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0848
 CZ0848  HISTORY     - Date     Condition        Report By
 CZ0848  HISTORY     - 1935     MONUMENTED       CGS
 CZ0848  HISTORY     - 1966     GOOD             USGS
 CZ0848  HISTORY     - 20060315 GOOD             USPSQD
 CZ0848
 CZ0848                          STATION DESCRIPTION
 CZ0848
 CZ0848'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CZ0848'5.3 MI N FROM SAN XAVIER.
 CZ0848'5.3 MILES NORTH ALONG THE TWIN BUTTES ROAD FROM SAN XAVIER, PIMA
 CZ0848'COUNTY, 0.8 MILES SOUTH OF A CATTLE GARD, 0.2 MILES SOUTH OF A SHARP
 CZ0848'CURVE IN THE ROAD 135 FEET NORTH OF A WASH, AND 44 FEET EAST OF THE
 CZ0848'CENTER LINE OF THE ROAD.
 CZ0848
 CZ0848                          STATION RECOVERY (2006)
 CZ0848
 CZ0848'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0848'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0484 ***********************************************************************
 CG0484  DESIGNATION -  F 115
 CG0484  PID         -  CG0484
 CG0484  STATE/COUNTY-  AZ/PIMA
 CG0484  USGS QUAD   -  STEVENS MTN (1982)
 CG0484
 CG0484                         *CURRENT SURVEY CONTROL
 CG0484  ___________________________________________________________________
 CG0484* NAD 83(1986)-  31 57 02.     (N)    111 15 32.     (W)     SCALED    
 CG0484* NAVD 88     -      1151.68   (+/-2cm)    3778.5    (feet)  VERTCON   
 CG0484  ___________________________________________________________________
 CG0484  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CG0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0484
 CG0484.The horizontal coordinates were scaled from a topographic map and have
 CG0484.an estimated accuracy of +/- 6 seconds.
 CG0484
 CG0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0484.The vertical order pertains to the NGVD 29 superseded value.
 CG0484
 CG0484.The geoid height was determined by GEOID03.
 CG0484
 CG0484;                    North         East    Units  Estimated Accuracy
 CG0484;SPC AZ C     -   105,570.      275,540.      MT  (+/- 180 meters Scaled)
 CG0484
 CG0484                          SUPERSEDED SURVEY CONTROL
 CG0484
 CG0484  NGVD 29 (??/??/92) 1150.898  (m)         3775.90   (f) ADJ UNCH    2 0
 CG0484
 CG0484.Superseded values are not recommended for survey control.
 CG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0484.See file dsdata.txt to determine how the superseded data were derived.
 CG0484
 CG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA755349(NAD 83)
 CG0484_MARKER: DB = BENCH MARK DISK
 CG0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0484_STAMPING: F 115 1935
 CG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0484+STABILITY: SURFACE MOTION
 CG0484
 CG0484  HISTORY     - Date     Condition        Report By
 CG0484  HISTORY     - 1935     MONUMENTED       CGS
 CG0484  HISTORY     - 1935     GOOD             NGS
 CG0484  HISTORY     - 1975     GOOD             USGS
 CG0484
 CG0484                          STATION DESCRIPTION
 CG0484
 CG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0484'0.7 MI N FROM SAN XAVIER.
 CG0484'0.7 MILE NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, THENCE 11.7
 CG0484'MILES SOUTHWEST ALONG THE SOTO RANCH ROAD.  AT THE JUNCTION OF THE
 CG0484'YELLOW BIRD MINE ROAD, AND 60 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CG0484'ROAD.  A STANDARD DISK, STAMPED F 115 1935 AND SET IN THE TOP OF A
 CG0484'CONCRETE POST.
 CG0484
 CG0484                          STATION RECOVERY (1975)
 CG0484
 CG0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0484'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.,
 CG0484'THENCE 10.35 MI S. ALONG SIERRITA MTN. RD., THENCE 0.3 MI SE. ALONG
 CG0484'DIRT RD. TO RD. FORK, THENCE 0.3 MI NW. ALONG LEFT RD. 20 FT W. OF
 CG0484'WIRE GATE, 7 FT SW. OF DIM TRACK RD. SET IN CONCRETE POST. NGS DISK
 CG0484'STAMPED F 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0513 ***********************************************************************
 CG0513  DESIGNATION -  F 117
 CG0513  PID         -  CG0513
 CG0513  STATE/COUNTY-  AZ/PIMA
 CG0513  USGS QUAD   -  SAUCITO MTN (1981)
 CG0513
 CG0513                         *CURRENT SURVEY CONTROL
 CG0513  ___________________________________________________________________
 CG0513* NAD 83(1986)-  31 40 06.     (N)    111 13 22.     (W)     SCALED    
 CG0513* NAVD 88     -      1060.88   (+/-2cm)    3480.6    (feet)  VERTCON   
 CG0513  ___________________________________________________________________
 CG0513  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CG0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0513
 CG0513.The horizontal coordinates were scaled from a topographic map and have
 CG0513.an estimated accuracy of +/- 6 seconds.
 CG0513
 CG0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0513.The vertical order pertains to the NGVD 29 superseded value.
 CG0513
 CG0513.The geoid height was determined by GEOID03.
 CG0513
 CG0513;                    North         East    Units  Estimated Accuracy
 CG0513;SPC AZ C     -    74,300.      279,160.      MT  (+/- 180 meters Scaled)
 CG0513
 CG0513                          SUPERSEDED SURVEY CONTROL
 CG0513
 CG0513  NGVD 29 (??/??/92) 1060.063  (m)         3477.89   (f) ADJ UNCH    2 0
 CG0513
 CG0513.Superseded values are not recommended for survey control.
 CG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0513.See file dsdata.txt to determine how the superseded data were derived.
 CG0513
 CG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA788036(NAD 83)
 CG0513_MARKER: DB = BENCH MARK DISK
 CG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0513_STAMPING: F 117 1935
 CG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0513+STABILITY: SURFACE MOTION
 CG0513
 CG0513  HISTORY     - Date     Condition        Report By
 CG0513  HISTORY     - 1935     MONUMENTED       CGS
 CG0513  HISTORY     - 1952     GOOD             NGS
 CG0513  HISTORY     - 20010331 GOOD             NGS
 CG0513
 CG0513                          STATION DESCRIPTION
 CG0513
 CG0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0513'11.4 MI SW FROM ARIVACA JUNCTION.
 CG0513'11.4 MILES SOUTHWEST ALONG THE ARIVACA ROAD FROM THE JUNCTION WITH U.
 CG0513'S. HIGHWAY 89 AT ARIVACA JUNCTION, ABOUT 0.2 MILE WEST OF A CATTLE
 CG0513'GUARD, ABOUT 290 FEET EAST OF A WASH, 55 FEET SOUTHEAST OF THE CENTER
 CG0513'LINE OF ARIVACA ROAD, 2.5 FEET NORTHWEST OF A FENCE LINE, SET IN A
 CG0513'CONCRETE POST PROJECTING 0.6 FOOT, AND ABOUT LEVEL WITH THE ROAD.
 CG0513
 CG0513                          STATION RECOVERY (2001)
 CG0513
 CG0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0513'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0529 ***********************************************************************
 CG0529  DESIGNATION -  F 118
 CG0529  PID         -  CG0529
 CG0529  STATE/COUNTY-  AZ/PIMA
 CG0529  USGS QUAD   -  ARIVACA (1979)
 CG0529
 CG0529                         *CURRENT SURVEY CONTROL
 CG0529  ___________________________________________________________________
 CG0529* NAD 83(1986)-  31 35 21.     (N)    111 21 19.     (W)     SCALED    
 CG0529* NAVD 88     -      1097.91   (+/-2cm)    3602.1    (feet)  VERTCON   
 CG0529  ___________________________________________________________________
 CG0529  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CG0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0529
 CG0529.The horizontal coordinates were scaled from a topographic map and have
 CG0529.an estimated accuracy of +/- 6 seconds.
 CG0529
 CG0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0529.The vertical order pertains to the NGVD 29 superseded value.
 CG0529
 CG0529.The geoid height was determined by GEOID03.
 CG0529
 CG0529;                    North         East    Units  Estimated Accuracy
 CG0529;SPC AZ C     -    65,450.      266,640.      MT  (+/- 180 meters Scaled)
 CG0529
 CG0529                          SUPERSEDED SURVEY CONTROL
 CG0529
 CG0529  NGVD 29 (??/??/92) 1097.085  (m)         3599.35   (f) ADJ UNCH    2 0
 CG0529
 CG0529.Superseded values are not recommended for survey control.
 CG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0529.See file dsdata.txt to determine how the superseded data were derived.
 CG0529
 CG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV662949(NAD 83)
 CG0529_MARKER: DB = BENCH MARK DISK
 CG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0529_SP_SET: CONCRETE POST
 CG0529_STAMPING: F 118 1935
 CG0529_MARK LOGO: CGS   
 CG0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0529+STABILITY: SURFACE MOTION
 CG0529
 CG0529  HISTORY     - Date     Condition        Report By
 CG0529  HISTORY     - 1935     MONUMENTED       CGS
 CG0529  HISTORY     - 1951     GOOD             NGS
 CG0529  HISTORY     - 19891020 MARK NOT FOUND   LOCENG
 CG0529
 CG0529                          STATION DESCRIPTION
 CG0529
 CG0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0529'2.1 MI NE FROM ARIVACA.
 CG0529'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0529'THENCE 2 MILES NORTHWEST ALONG THE MAIN ROAD, AT THE NORTH END OF A
 CG0529'TURN IN THE ROAD AND A SHORT CLIMB, 25 FEET WEST OF THE CENTER LINE OF
 CG0529'THE ROAD, 1.4 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER
 CG0529'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CG0529'FOOT ABOVE THE GROUND.
 CG0529
 CG0529                          STATION RECOVERY (1989)
 CG0529
 CG0529'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 CG0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0403 ***********************************************************************
 FS0403  DESIGNATION -  F 119
 FS0403  PID         -  FS0403
 FS0403  STATE/COUNTY-  AZ/MOHAVE
 FS0403  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0403
 FS0403                         *CURRENT SURVEY CONTROL
 FS0403  ___________________________________________________________________
 FS0403* NAD 83(1986)-  35 47 52.     (N)    114 29 01.     (W)     SCALED    
 FS0403* NAVD 88     -       690.102  (meters)    2264.11   (feet)  POSTED    
 FS0403  ___________________________________________________________________
 FS0403  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0403  DYNAMIC HT  -         689.370 (meters)    2261.71  (feet)  COMP
 FS0403  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 FS0403
 FS0403  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0403
 FS0403.The horizontal coordinates were scaled from a topographic map and have
 FS0403.an estimated accuracy of +/- 6 seconds.
 FS0403
 FS0403.The orthometric height was determined by differential leveling
 FS0403.and adjusted by the  in 1992.
 FS0403.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0403.rate of 0.0 thru 1.0 mm/km.
 FS0403
 FS0403.The geoid height was determined by GEOID03.
 FS0403
 FS0403.The dynamic height is computed by dividing the NAVD 88
 FS0403.geopotential number by the normal gravity value computed on the
 FS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0403.degrees latitude (g = 980.6199 gals.).
 FS0403
 FS0403.The modeled gravity was interpolated from observed gravity values.
 FS0403
 FS0403;                    North         East    Units  Estimated Accuracy
 FS0403;SPC AZ W     -   532,340.      147,050.      MT  (+/- 180 meters Scaled)
 FS0403
 FS0403                          SUPERSEDED SURVEY CONTROL
 FS0403
 FS0403  NGVD 29 (??/??/92)  689.355  (m)         2261.66   (f) ADJ UNCH    1 1
 FS0403
 FS0403.Superseded values are not recommended for survey control.
 FS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0403.See file dsdata.txt to determine how the superseded data were derived.
 FS0403
 FS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV273644(NAD 83)
 FS0403_MARKER: DB = BENCH MARK DISK
 FS0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0403_STAMPING: F 119 1935
 FS0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0403+STABILITY: SURFACE MOTION
 FS0403
 FS0403  HISTORY     - Date     Condition        Report By
 FS0403  HISTORY     - 1935     MONUMENTED       CGS
 FS0403  HISTORY     - 1950     GOOD             NGS
 FS0403  HISTORY     - 1963     GOOD             NGS
 FS0403
 FS0403                          STATION DESCRIPTION
 FS0403
 FS0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0403'20.8 MI S FROM MOUTH OF DETRITAL WASH.
 FS0403'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0403'MEAD, THENCE 13.9 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 1.1
 FS0403'MILES NORTH OF THE JUNCTION OF THE OLD ABANDONED WHITE HILLS
 FS0403'ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING
 FS0403'NORTHWEST, 45 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FS0403'36 1/2 FEET NORTH OF THE APPROXIMATE CENTER OF A SMALL DRY WASH,
 FS0403'23 FEET SOUTH OF THE APPROXIMATE CENTER OF A SMALL DRY WASH, 2.4
 FS0403'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FS0403'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0403'THE GROUND.
 FS0403
 FS0403                          STATION RECOVERY (1963)
 FS0403
 FS0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0679 ***********************************************************************
 ET0679  DESIGNATION -  F 12
 ET0679  PID         -  ET0679
 ET0679  STATE/COUNTY-  AZ/LA PAZ
 ET0679  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0679
 ET0679                         *CURRENT SURVEY CONTROL
 ET0679  ___________________________________________________________________
 ET0679* NAD 83(1986)-  34 02 56.     (N)    113 33 43.     (W)     SCALED    
 ET0679* NAVD 88     -       607.36   (+/-2cm)    1992.6    (feet)  VERTCON   
 ET0679  ___________________________________________________________________
 ET0679  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ET0679  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0679
 ET0679.The horizontal coordinates were scaled from a topographic map and have
 ET0679.an estimated accuracy of +/- 6 seconds.
 ET0679
 ET0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0679.The vertical order pertains to the NGVD 29 superseded value.
 ET0679
 ET0679.The geoid height was determined by GEOID03.
 ET0679
 ET0679;                    North         East    Units  Estimated Accuracy
 ET0679;SPC AZ W     -   338,100.      230,720.      MT  (+/- 180 meters Scaled)
 ET0679
 ET0679                          SUPERSEDED SURVEY CONTROL
 ET0679
 ET0679  NGVD 29 (??/??/92)  606.649  (m)         1990.31   (f) ADJ UNCH    1 2
 ET0679
 ET0679.Superseded values are not recommended for survey control.
 ET0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0679.See file dsdata.txt to determine how the superseded data were derived.
 ET0679
 ET0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC635705(NAD 83)
 ET0679_MARKER: DB = BENCH MARK DISK
 ET0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0679_STAMPING: 1990.314 F 12 1927
 ET0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0679+STABILITY: SURFACE MOTION
 ET0679
 ET0679  HISTORY     - Date     Condition        Report By
 ET0679  HISTORY     - 1927     MONUMENTED       CGS
 ET0679  HISTORY     - 1955     GOOD             NGS
 ET0679  HISTORY     - 1964     MARK NOT FOUND   USGS
 ET0679  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0679
 ET0679                          STATION DESCRIPTION
 ET0679
 ET0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0679'17.3 MI N FROM WENDEN.
 ET0679'17.3 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0679'WENDEN, YUMA COUNTY, 7.9 MILES NORTH OF CUNNINGHAM PASS, 2 MILES
 ET0679'SOUTHWEST OF A DOME-SHAPED HILL, AT THE JUNCTION OF A ROAD LEADING
 ET0679'NORTHEAST, 27 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION, 15 FEET
 ET0679'NORTHWEST OF THE CENTERLINE OF THE ROAD LEADING NORTHEAST, 17 FEET
 ET0679'EAST OF THE CENTERLINE OF THE MAIN ROAD, AND 1 FOOT WEST OF A ROCK
 ET0679'PILE.  A STANDARD DISK, STAMPED 1990.314 F 12 1927 AND SET IN THE TOP
 ET0679'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ET0679
 ET0679                          STATION RECOVERY (1964)
 ET0679
 ET0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 ET0679'MARK NOT FOUND.
 ET0679
 ET0679                          STATION RECOVERY (1981)
 ET0679
 ET0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0679'NOT RECOVERED. NOTE-THERE ARE TOO MANY GRADED ROADS AND TRACK ROADS
 ET0679'THAT COULD HAVE BEEN THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0379 ***********************************************************************
 FS0379  DESIGNATION -  F 120
 FS0379  PID         -  FS0379
 FS0379  STATE/COUNTY-  AZ/MOHAVE
 FS0379  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0379
 FS0379                         *CURRENT SURVEY CONTROL
 FS0379  ___________________________________________________________________
 FS0379* NAD 83(1986)-  35 59 16.     (N)    114 28 43.     (W)     SCALED    
 FS0379* NAVD 88     -       447.422  (meters)    1467.92   (feet)  POSTED    
 FS0379  ___________________________________________________________________
 FS0379  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0379  DYNAMIC HT  -         446.980 (meters)    1466.47  (feet)  COMP
 FS0379  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 FS0379
 FS0379  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0379
 FS0379.The horizontal coordinates were scaled from a topographic map and have
 FS0379.an estimated accuracy of +/- 6 seconds.
 FS0379
 FS0379.The orthometric height was determined by differential leveling
 FS0379.and adjusted by the  in 1992.
 FS0379.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0379.rate of 0.0 thru 1.0 mm/km.
 FS0379
 FS0379.The geoid height was determined by GEOID03.
 FS0379
 FS0379.The dynamic height is computed by dividing the NAVD 88
 FS0379.geopotential number by the normal gravity value computed on the
 FS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0379.degrees latitude (g = 980.6199 gals.).
 FS0379
 FS0379.The modeled gravity was interpolated from observed gravity values.
 FS0379
 FS0379;                    North         East    Units  Estimated Accuracy
 FS0379;SPC AZ W     -   553,420.      147,660.      MT  (+/- 180 meters Scaled)
 FS0379
 FS0379                          SUPERSEDED SURVEY CONTROL
 FS0379
 FS0379  NGVD 29 (??/??/92)  446.700  (m)         1465.55   (f) ADJ UNCH    1 1
 FS0379
 FS0379.Superseded values are not recommended for survey control.
 FS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0379.See file dsdata.txt to determine how the superseded data were derived.
 FS0379
 FS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV273855(NAD 83)
 FS0379_MARKER: DB = BENCH MARK DISK
 FS0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0379_STAMPING: F 120 1935
 FS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0379+STABILITY: SURFACE MOTION
 FS0379
 FS0379  HISTORY     - Date     Condition        Report By
 FS0379  HISTORY     - 1935     MONUMENTED       CGS
 FS0379  HISTORY     - 1950     GOOD             NGS
 FS0379  HISTORY     - 1963     GOOD             NGS
 FS0379
 FS0379                          STATION DESCRIPTION
 FS0379
 FS0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0379'5.4 MI S FROM MOUTH OF DETRITAL WASH.
 FS0379'5.4 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0379'MEAD, 0.2 MILE EAST OF THE FOOTHILLS, ABOUT 100 YARDS WEST OF THE
 FS0379'WEST BANK, AT THE EDGE OF THE HIGHWATER MARK, 2.3 FEET SOUTH
 FS0379'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FS0379'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0379
 FS0379                          STATION RECOVERY (1963)
 FS0379
 FS0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0109 ***********************************************************************
 FS0109  DESIGNATION -  F 121
 FS0109  PID         -  FS0109
 FS0109  STATE/COUNTY-  AZ/MOHAVE
 FS0109  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0109
 FS0109                         *CURRENT SURVEY CONTROL
 FS0109  ___________________________________________________________________
 FS0109* NAD 83(1986)-  35 46 25.     (N)    114 30 55.     (W)     SCALED    
 FS0109* NAVD 88     -       715.393  (meters)    2347.09   (feet)  ADJUSTED  
 FS0109  ___________________________________________________________________
 FS0109  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0109  DYNAMIC HT  -         714.642 (meters)    2344.62  (feet)  COMP
 FS0109  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 FS0109
 FS0109  VERT ORDER  -  FIRST     CLASS I
 FS0109
 FS0109.The horizontal coordinates were scaled from a topographic map and have
 FS0109.an estimated accuracy of +/- 6 seconds.
 FS0109
 FS0109.The orthometric height was determined by differential leveling
 FS0109.and adjusted in June 1991.
 FS0109
 FS0109.The geoid height was determined by GEOID03.
 FS0109
 FS0109.The dynamic height is computed by dividing the NAVD 88
 FS0109.geopotential number by the normal gravity value computed on the
 FS0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0109.degrees latitude (g = 980.6199 gals.).
 FS0109
 FS0109.The modeled gravity was interpolated from observed gravity values.
 FS0109
 FS0109;                    North         East    Units  Estimated Accuracy
 FS0109;SPC AZ W     -   529,680.      144,170.      MT  (+/- 180 meters Scaled)
 FS0109
 FS0109                          SUPERSEDED SURVEY CONTROL
 FS0109
 FS0109  NGVD 29 (??/??/92)  714.719  (m)         2344.87   (f) ADJ UNCH    1 1
 FS0109
 FS0109.Superseded values are not recommended for survey control.
 FS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0109.See file dsdata.txt to determine how the superseded data were derived.
 FS0109
 FS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV246616(NAD 83)
 FS0109_MARKER: DB = BENCH MARK DISK
 FS0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0109_STAMPING: F 121 1935
 FS0109_MARK LOGO: CGS   
 FS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0109+STABILITY: SURFACE MOTION
 FS0109
 FS0109  HISTORY     - Date     Condition        Report By
 FS0109  HISTORY     - 1935     MONUMENTED       CGS
 FS0109  HISTORY     - 1950     GOOD             NGS
 FS0109  HISTORY     - 1955     GOOD             NGS
 FS0109  HISTORY     - 1982     GOOD             NGS
 FS0109
 FS0109                          STATION DESCRIPTION
 FS0109
 FS0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0109'22.9 MI SE FROM HOOVER DAM.
 FS0109'22.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0109'(ARIZONA) END OF HOOVER DAM, ABOUT 85 YARDS NORTH OF AND ACROSS
 FS0109'THE HIGHWAY FROM MILEPOST 23, 261.0 FEET NORTH OF B.M. 2349.93
 FS0109'(BPR  ), 102.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0109'1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 FS0109'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0109'0.8 FOOT ABOVE THE GROUND.
 FS0109
 FS0109                          STATION RECOVERY (1955)
 FS0109
 FS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0109'RECOVERED IN GOOD CONDITION.
 FS0109
 FS0109                          STATION RECOVERY (1982)
 FS0109
 FS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0946 ***********************************************************************
 FS0946  DESIGNATION -  F 121 RESET
 FS0946  PID         -  FS0946
 FS0946  STATE/COUNTY-  AZ/MOHAVE
 FS0946  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0946
 FS0946                         *CURRENT SURVEY CONTROL
 FS0946  ___________________________________________________________________
 FS0946* NAD 83(1986)-  35 46 25.     (N)    114 30 55.     (W)     SCALED    
 FS0946* NAVD 88     -       716.664  (meters)    2351.26   (feet)  ADJUSTED  
 FS0946  ___________________________________________________________________
 FS0946  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0946  DYNAMIC HT  -         715.912 (meters)    2348.79  (feet)  COMP
 FS0946  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 FS0946
 FS0946  VERT ORDER  -  FIRST     CLASS II
 FS0946
 FS0946.The horizontal coordinates were scaled from a topographic map and have
 FS0946.an estimated accuracy of +/- 6 seconds.
 FS0946
 FS0946.The orthometric height was determined by differential leveling
 FS0946.and adjusted in June 1991.
 FS0946
 FS0946.The geoid height was determined by GEOID03.
 FS0946
 FS0946.The dynamic height is computed by dividing the NAVD 88
 FS0946.geopotential number by the normal gravity value computed on the
 FS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0946.degrees latitude (g = 980.6199 gals.).
 FS0946
 FS0946.The modeled gravity was interpolated from observed gravity values.
 FS0946
 FS0946;                    North         East    Units  Estimated Accuracy
 FS0946;SPC AZ W     -   529,680.      144,170.      MT  (+/- 180 meters Scaled)
 FS0946
 FS0946                          SUPERSEDED SURVEY CONTROL
 FS0946
 FS0946.No superseded survey control is available for this station.
 FS0946
 FS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV246616(NAD 83)
 FS0946_MARKER: DB = BENCH MARK DISK
 FS0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0946_SP_SET: CONCRETE POST
 FS0946_STAMPING: F 121 RESET 1981
 FS0946_MARK LOGO: NGS   
 FS0946_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0946+STABILITY: SURFACE MOTION
 FS0946
 FS0946  HISTORY     - Date     Condition        Report By
 FS0946  HISTORY     - 1981     MONUMENTED       AZDT
 FS0946  HISTORY     - 1982     GOOD             NGS
 FS0946
 FS0946                          STATION DESCRIPTION
 FS0946
 FS0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0946'37.8 KM (23.5 MI) SE FROM HOOVER DAM.
 FS0946'37.8 KM (23.5 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0946'OF HOOVER DAM, 0.05 MILE NORTHWEST OF MILEPOST 23, 29.3 METERS (96 FT)
 FS0946'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 1.2 METERS (4 FT)
 FS0946'NORTHEAST OF A FENCE.
 FS0946'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 FS0946'THE MARK IS 1.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0670 ***********************************************************************
 CG0670  DESIGNATION -  F 122
 CG0670  PID         -  CG0670
 CG0670  STATE/COUNTY-  AZ/PIMA
 CG0670  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0670
 CG0670                         *CURRENT SURVEY CONTROL
 CG0670  ___________________________________________________________________
 CG0670* NAD 83(1986)-  31 46 53.     (N)    111 39 30.     (W)     SCALED    
 CG0670* NAVD 88     -       978.11   (+/-2cm)    3209.0    (feet)  VERTCON   
 CG0670  ___________________________________________________________________
 CG0670  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CG0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0670
 CG0670.The horizontal coordinates were scaled from a topographic map and have
 CG0670.an estimated accuracy of +/- 6 seconds.
 CG0670
 CG0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0670.The vertical order pertains to the NGVD 29 superseded value.
 CG0670
 CG0670.The geoid height was determined by GEOID03.
 CG0670
 CG0670;                    North         East    Units  Estimated Accuracy
 CG0670;SPC AZ C     -    86,660.      237,830.      MT  (+/- 180 meters Scaled)
 CG0670
 CG0670                          SUPERSEDED SURVEY CONTROL
 CG0670
 CG0670  NGVD 29 (??/??/92)  977.330  (m)         3206.46   (f) ADJ UNCH    2 0
 CG0670
 CG0670.Superseded values are not recommended for survey control.
 CG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0670.See file dsdata.txt to determine how the superseded data were derived.
 CG0670
 CG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA376163(NAD 83)
 CG0670_MARKER: DB = BENCH MARK DISK
 CG0670_SETTING: 66 = SET IN ROCK OUTCROP
 CG0670_SP_SET: ROCK OUTCROP
 CG0670_STAMPING: F 122 1935
 CG0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0670+STABILITY: POSITION/ELEVATION WELL
 CG0670
 CG0670  HISTORY     - Date     Condition        Report By
 CG0670  HISTORY     - 1935     MONUMENTED       CGS
 CG0670  HISTORY     - 1952     GOOD             NGS
 CG0670
 CG0670                          STATION DESCRIPTION
 CG0670
 CG0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0670'11.05 MI E FROM TOPAWA.
 CG0670'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0670'TOPAWA, THENCE 2.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0670'0.1 MILE SOUTH OF THE Y JUNCTION OF THE MAIN ROAD LEADING SOUTH TO
 CG0670'BEAR WELLS AND THE ROAD LEADING SOUTHEAST TO FORESTORY CABIN, AND SET
 CG0670'IN THE TOP OF A LARGE OUTCROP AT THE NORTH EDGE OF A WASH, 122 FEET
 CG0670'SOUTH OF THE CENTER LINE OF A CUT OFF ROAD LEADING TO FORESTORY CABIN,
 CG0670'60 1/2 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD AT THE CENTER OF
 CG0670'A WASH, 10 FEET NORTH OF THE CENTER OF A WASH, 21.8 FEET SOUTH OF THE
 CG0670'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD AT THE CENTER OF
 CG0670'THE WASH, A METAL TAG ON A STAKE STAMPED 3206.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0069 ***********************************************************************
 DU0069  DESIGNATION -  F 123
 DU0069  PID         -  DU0069
 DU0069  STATE/COUNTY-  AZ/GILA
 DU0069  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0069
 DU0069                         *CURRENT SURVEY CONTROL
 DU0069  ___________________________________________________________________
 DU0069* NAD 83(1986)-  33 35 54.     (N)    110 10 22.     (W)     SCALED    
 DU0069* NAVD 88     -      1659.958  (meters)    5446.05   (feet)  ADJUSTED  
 DU0069  ___________________________________________________________________
 DU0069  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DU0069  DYNAMIC HT  -        1657.529 (meters)    5438.08  (feet)  COMP
 DU0069  MODELED GRAV-     979,114.7   (mgal)                       NAVD 88
 DU0069
 DU0069  VERT ORDER  -  SECOND    CLASS 0
 DU0069
 DU0069.The horizontal coordinates were scaled from a topographic map and have
 DU0069.an estimated accuracy of +/- 6 seconds.
 DU0069
 DU0069.The orthometric height was determined by differential leveling
 DU0069.and adjusted in June 1991.
 DU0069
 DU0069.The geoid height was determined by GEOID03.
 DU0069
 DU0069.The dynamic height is computed by dividing the NAVD 88
 DU0069.geopotential number by the normal gravity value computed on the
 DU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0069.degrees latitude (g = 980.6199 gals.).
 DU0069
 DU0069.The modeled gravity was interpolated from observed gravity values.
 DU0069
 DU0069;                    North         East    Units  Estimated Accuracy
 DU0069;SPC AZ E     -   288,110.      212,790.      MT  (+/- 180 meters Scaled)
 DU0069
 DU0069                          SUPERSEDED SURVEY CONTROL
 DU0069
 DU0069  NGVD 29 (??/??/92) 1659.235  (m)         5443.67   (f) ADJ UNCH    2 0
 DU0069
 DU0069.Superseded values are not recommended for survey control.
 DU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0069.See file dsdata.txt to determine how the superseded data were derived.
 DU0069
 DU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC767179(NAD 83)
 DU0069_MARKER: DB = BENCH MARK DISK
 DU0069_SETTING: 66 = SET IN ROCK OUTCROP
 DU0069_SP_SET: ROCK LEDGE
 DU0069_STAMPING: F 123 1935
 DU0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0069+STABILITY: POSITION/ELEVATION WELL
 DU0069
 DU0069  HISTORY     - Date     Condition        Report By
 DU0069  HISTORY     - 1935     MONUMENTED       CGS
 DU0069
 DU0069                          STATION DESCRIPTION
 DU0069
 DU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0069'3.9 MI NW FROM WARM SPRING.
 DU0069'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0069'COUNTY, 12.3 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, AT THE
 DU0069'CROSSING OVER A WASH, 52 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40
 DU0069'FEET WEST OF A 24-INCH JUNIPER TREE, 21 FEET EAST OF THE EDGE OF A
 DU0069'POOL, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED F 123
 DU0069'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0482 ***********************************************************************
 FR0482  DESIGNATION -  F 124
 FR0482  PID         -  FR0482
 FR0482  STATE/COUNTY-  AZ/MOHAVE
 FR0482  USGS QUAD   -  ANTARES (1980)
 FR0482
 FR0482                         *CURRENT SURVEY CONTROL
 FR0482  ___________________________________________________________________
 FR0482* NAD 83(1986)-  35 24 58.     (N)    113 48 45.     (W)     SCALED    
 FR0482* NAVD 88     -      1100.403  (meters)    3610.24   (feet)  ADJUSTED  
 FR0482  ___________________________________________________________________
 FR0482  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0482  DYNAMIC HT  -        1099.100 (meters)    3605.96  (feet)  COMP
 FR0482  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 FR0482
 FR0482  VERT ORDER  -  FIRST     CLASS I
 FR0482
 FR0482.The horizontal coordinates were scaled from a topographic map and have
 FR0482.an estimated accuracy of +/- 6 seconds.
 FR0482
 FR0482.The orthometric height was determined by differential leveling
 FR0482.and adjusted in June 1991.
 FR0482
 FR0482.The geoid height was determined by GEOID03.
 FR0482
 FR0482.The dynamic height is computed by dividing the NAVD 88
 FR0482.geopotential number by the normal gravity value computed on the
 FR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0482.degrees latitude (g = 980.6199 gals.).
 FR0482
 FR0482.The modeled gravity was interpolated from observed gravity values.
 FR0482
 FR0482;                    North         East    Units  Estimated Accuracy
 FR0482;SPC AZ W     -   489,750.      207,680.      MT  (+/- 180 meters Scaled)
 FR0482
 FR0482                          SUPERSEDED SURVEY CONTROL
 FR0482
 FR0482  NGVD 29 (??/??/92) 1099.593  (m)         3607.58   (f) ADJ UNCH    1 1
 FR0482
 FR0482.Superseded values are not recommended for survey control.
 FR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0482.See file dsdata.txt to determine how the superseded data were derived.
 FR0482
 FR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE446228(NAD 83)
 FR0482_MARKER: DB = BENCH MARK DISK
 FR0482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0482_STAMPING: F 124 1935
 FR0482_MARK LOGO: CGS   
 FR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0482+STABILITY: SURFACE MOTION
 FR0482
 FR0482  HISTORY     - Date     Condition        Report By
 FR0482  HISTORY     - 1935     MONUMENTED       CGS
 FR0482  HISTORY     - 1940     GOOD             NGS
 FR0482  HISTORY     - 1961     GOOD             NGS
 FR0482  HISTORY     - 1982     GOOD             NGS
 FR0482
 FR0482                          STATION DESCRIPTION
 FR0482
 FR0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0482'6.2 MI NW FROM HACKBERRY.
 FR0482'6.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0482'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, AT THE ANTARES, SIDING,
 FR0482'300 FEET EAST OF THE ANTARES STATION SIGN, AT MILEPOST 495, AT
 FR0482'CONCRETE CULVERT AA 496, IN THE TOP OF THE EAST END OF THE SOUTH
 FR0482'HEADWALL, AND 12 FEET NORTH (SOUTH) OF THE CENTERLINE OF THE NORTH
 FR0482'(SOUTH) TRACK.  A STANDARD DISK, STAMPED F 124 1935.
 FR0482
 FR0482                          STATION RECOVERY (1961)
 FR0482
 FR0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0482'RECOVERED IN GOOD CONDITION.
 FR0482
 FR0482                          STATION RECOVERY (1982)
 FR0482
 FR0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0482'34.9 KM (21.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0482'FE RAILROAD FROM THE STATION AT KINGMAN, 13.7 METERS (45.0 FEET) WEST
 FR0482'SOUTHWEST OF MILEPOST 49, 3.0 METERS (10.0 FEET) NORTHWEST OF THE
 FR0482'NORTHWEST RAIL, IN TOP OF THE NORTHWEST HEADWALL AT RAILROAD MILEPOST
 FR0482'495.
 FR0482'THE MARK IS 1.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0661 ***********************************************************************
 FR0661  DESIGNATION -  F 125
 FR0661  PID         -  FR0661
 FR0661  STATE/COUNTY-  AZ/MOHAVE
 FR0661  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0661
 FR0661                         *CURRENT SURVEY CONTROL
 FR0661  ___________________________________________________________________
 FR0661* NAD 83(1992)-  35 30 08.79403(N)    113 50 32.13960(W)     ADJUSTED  
 FR0661* NAVD 88     -       946.761  (meters)    3106.16   (feet)  POSTED    
 FR0661  ___________________________________________________________________
 FR0661  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 FR0661  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FR0661  DYNAMIC HT  -         945.660 (meters)    3102.55  (feet)  COMP
 FR0661  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 FR0661
 FR0661  HORZ ORDER  -  SECOND
 FR0661  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0661
 FR0661.The horizontal coordinates were established by classical geodetic methods
 FR0661.and adjusted by the National Geodetic Survey in August 1993.
 FR0661
 FR0661.The orthometric height was determined by differential leveling
 FR0661.and adjusted by the  in 1992.
 FR0661.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0661.rate of 0.0 thru 1.0 mm/km.
 FR0661
 FR0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0661
 FR0661.The geoid height was determined by GEOID03.
 FR0661
 FR0661.The dynamic height is computed by dividing the NAVD 88
 FR0661.geopotential number by the normal gravity value computed on the
 FR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0661.degrees latitude (g = 980.6199 gals.).
 FR0661
 FR0661.The modeled gravity was interpolated from observed gravity values.
 FR0661
 FR0661;                    North         East     Units Scale Factor Converg.
 FR0661;SPC AZ W     -   499,332.809   204,990.026   MT  0.99993420   -0 03 12.9
 FR0661;SPC AZ W     - 1,638,231.00    672,539.46   iFT  0.99993420   -0 03 12.9
 FR0661;UTM  12      - 3,932,479.589   242,199.644   MT  1.00041909   -1 39 05.5
 FR0661
 FR0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0661!SPC AZ W     -   0.99985573  x   0.99993420  =   0.99978994
 FR0661!UTM  12      -   0.99985573  x   1.00041909  =   1.00027476
 FR0661
 FR0661                          SUPERSEDED SURVEY CONTROL
 FR0661
 FR0661  NAD 83(1986)-  35 30 08.78843(N)    113 50 32.13876(W) AD(       ) 2
 FR0661  NAD 27      -  35 30 08.82600(N)    113 50 29.32700(W) AD(       ) 2
 FR0661  NGVD 29 (??/??/92)  945.986  (m)         3103.62   (f) ADJ UNCH    1 1
 FR0661
 FR0661.Superseded values are not recommended for survey control.
 FR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0661.See file dsdata.txt to determine how the superseded data were derived.
 FR0661
 FR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4220032480(NAD 83)
 FR0661_MARKER: DB = BENCH MARK DISK
 FR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0661_STAMPING: F 125 1935
 FR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0661+STABILITY: SURFACE MOTION
 FR0661
 FR0661  HISTORY     - Date     Condition        Report By
 FR0661  HISTORY     - 1935     MONUMENTED       CGS
 FR0661  HISTORY     - 1940     GOOD             NGS
 FR0661  HISTORY     - 1967     POOR             USGS
 FR0661
 FR0661                          STATION DESCRIPTION
 FR0661
 FR0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0661'STATION IS A STANDARD
 FR0661'U.S. COAST AND GEODETIC SURVEY BENCH MARK, STAMPED F 125 1935,
 FR0661'PROJECTING 4 INCHES ABOVE GROUND AND NORTHEAST OF STATION VALLEY,
 FR0661'4 FEET WEST OF THE ROAD.
 FR0661'
 FR0661'STATION VALLEY CAN BE REACHED FROM THE BRIDGE OVER HACKBERRY
 FR0661'WASH ON U.S. HIGHWAY 66, WHICH IS ON THE WEST SIDE OF HACKBERRY
 FR0661'BY GOING WEST 5.5 MILES TO A GATE AND SIGN P. AND M. MINE.
 FR0661'TURN NORTH ON A BLADED ROAD AFTER PASSING THROUGH THE GATE AND
 FR0661'GO 6.0 MILES TO A Y IN THE ROAD, TAKE THE RIGHT FORK AND GO
 FR0661'0.2 MILE, STATION VALLEY BEING ON THE WEST SIDE OF THE HIGHWAY
 FR0661'88 FEET.
 FR0661
 FR0661                          STATION RECOVERY (1940)
 FR0661
 FR0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 FR0661'11.5 MI N FROM HACKBERRY.
 FR0661'11.5 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0661'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 1.4 MILES
 FR0661'SOUTHEAST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 63 FEET
 FR0661'AT 235 DEG MAGNETIC FROM TRIANGULATION VALLEY 1936, DESCRIBED BELOW,
 FR0661'41 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTHWEST OF
 FR0661'THE CENTERLINE OF THE OLD ROADBED, AND 2 FEET NORTH OF A WHITE WOODEN
 FR0661'WITNESS POST.  A STANDARD DISK STAMPED F 125 1935 AND SET IN THE TOP
 FR0661'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND. NOTE-- THIS BM IS
 FR0661'ALSO REF. MARK NO. 1 FOR TRIG. STATION VALLEY.  HAS BEEN PUSHED OVER
 FR0661'TO THE WEST APPROX. 20 DEG PROBABLY BY ROAD MAINTENANCE EQUIPMENT.
 FR0661
 FR0661                          STATION RECOVERY (1967)
 FR0661
 FR0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0661'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0463 ***********************************************************************
 FS0463  DESIGNATION -  F 126
 FS0463  PID         -  FS0463
 FS0463  STATE/COUNTY-  AZ/MOHAVE
 FS0463  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0463
 FS0463                         *CURRENT SURVEY CONTROL
 FS0463  ___________________________________________________________________
 FS0463* NAD 83(1986)-  35 56 50.     (N)    114 05 47.     (W)     SCALED    
 FS0463* NAVD 88     -      1069.816  (meters)    3509.89   (feet)  POSTED    
 FS0463  ___________________________________________________________________
 FS0463  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0463  DYNAMIC HT  -        1068.630 (meters)    3506.00  (feet)  COMP
 FS0463  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 FS0463
 FS0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0463
 FS0463.The horizontal coordinates were scaled from a topographic map and have
 FS0463.an estimated accuracy of +/- 6 seconds.
 FS0463
 FS0463.The orthometric height was determined by differential leveling
 FS0463.and adjusted by the  in 1992.
 FS0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0463.rate of 0.0 thru 1.0 mm/km.
 FS0463
 FS0463.The geoid height was determined by GEOID03.
 FS0463
 FS0463.The dynamic height is computed by dividing the NAVD 88
 FS0463.geopotential number by the normal gravity value computed on the
 FS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0463.degrees latitude (g = 980.6199 gals.).
 FS0463
 FS0463.The modeled gravity was interpolated from observed gravity values.
 FS0463
 FS0463;                    North         East    Units  Estimated Accuracy
 FS0463;SPC AZ W     -   548,730.      182,110.      MT  (+/- 180 meters Scaled)
 FS0463
 FS0463                          SUPERSEDED SURVEY CONTROL
 FS0463
 FS0463  NGVD 29 (??/??/92) 1069.072  (m)         3507.45   (f) ADJ UNCH    1 1
 FS0463
 FS0463.Superseded values are not recommended for survey control.
 FS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0463.See file dsdata.txt to determine how the superseded data were derived.
 FS0463
 FS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV619819(NAD 83)
 FS0463_MARKER: DB = BENCH MARK DISK
 FS0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0463_STAMPING: F 126 1935
 FS0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0463+STABILITY: SURFACE MOTION
 FS0463
 FS0463  HISTORY     - Date     Condition        Report By
 FS0463  HISTORY     - 1935     MONUMENTED       CGS
 FS0463  HISTORY     - 1950     GOOD             NGS
 FS0463  HISTORY     - 1986     GOOD             USPSQD
 FS0463
 FS0463                          STATION DESCRIPTION
 FS0463
 FS0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0463'14.4 MI S FROM PIERCES FERRY.
 FS0463'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0463'RANGER STATION AT PIERCES FERRY, THENCE 1.0 MILE SOUTH ALONG
 FS0463'A DIRT ROAD, 0.4 MILE SOUTH OF THE SOUTH BOUNDARY OF THE LAKE
 FS0463'MEAD RECREATIONAL AREA, 27 FEET SOUTHEAST OF THE APPROXIMATE
 FS0463'CENTER OF A DRY WASH, 15 FEET EAST OF THE CENTER LINE OF THE
 FS0463'ROAD, 2.2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 FS0463'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0463
 FS0463                          STATION RECOVERY (1986)
 FS0463
 FS0463'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0398 ***********************************************************************
 GR0398  DESIGNATION -  F 127
 GR0398  PID         -  GR0398
 GR0398  STATE/COUNTY-  AZ/MOHAVE
 GR0398  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0398
 GR0398                         *CURRENT SURVEY CONTROL
 GR0398  ___________________________________________________________________
 GR0398* NAD 83(1986)-  36 06 51.     (N)    114 01 43.     (W)     SCALED    
 GR0398* NAVD 88     -       524.445  (meters)    1720.62   (feet)  POSTED    
 GR0398  ___________________________________________________________________
 GR0398  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR0398  DYNAMIC HT  -         523.900 (meters)    1718.83  (feet)  COMP
 GR0398  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 GR0398
 GR0398  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0398
 GR0398.The horizontal coordinates were scaled from a topographic map and have
 GR0398.an estimated accuracy of +/- 6 seconds.
 GR0398
 GR0398.The orthometric height was determined by differential leveling
 GR0398.and adjusted by the  in 1992.
 GR0398.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0398.rate of 0.0 thru 1.0 mm/km.
 GR0398
 GR0398.The geoid height was determined by GEOID03.
 GR0398
 GR0398.The dynamic height is computed by dividing the NAVD 88
 GR0398.geopotential number by the normal gravity value computed on the
 GR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0398.degrees latitude (g = 980.6199 gals.).
 GR0398
 GR0398.The modeled gravity was interpolated from observed gravity values.
 GR0398
 GR0398;                    North         East    Units  Estimated Accuracy
 GR0398;SPC AZ W     -   567,230.      188,280.      MT  (+/- 180 meters Scaled)
 GR0398
 GR0398                          SUPERSEDED SURVEY CONTROL
 GR0398
 GR0398  NGVD 29 (??/??/92)  523.750  (m)         1718.34   (f) ADJ UNCH    1 1
 GR0398
 GR0398.Superseded values are not recommended for survey control.
 GR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0398.See file dsdata.txt to determine how the superseded data were derived.
 GR0398
 GR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA674007(NAD 83)
 GR0398_MARKER: DB = BENCH MARK DISK
 GR0398_SETTING: 80 = SET IN A BOULDER
 GR0398_SP_SET: BOULDER
 GR0398_STAMPING: F 127 1935
 GR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0398+STABILITY: SURFACE MOTION
 GR0398
 GR0398  HISTORY     - Date     Condition        Report By
 GR0398  HISTORY     - 1935     MONUMENTED       CGS
 GR0398  HISTORY     - 1950     GOOD             NGS
 GR0398
 GR0398                          STATION DESCRIPTION
 GR0398
 GR0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0398'1.5 MI SW FROM PIERCES FERRY.
 GR0398'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0398'STATION AT PIERCES FERRY, THENCE 1.0 MILE SOUTHWEST ALONG AN OLD
 GR0398'ABANDONED ROAD, AT A POINT WHERE THE ROAD STARTS TO DESCEND INTO A
 GR0398'WASH TO THE SOUTHWEST, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A
 GR0398'GRANITE BOULDER, 49 FEET WEST OF THE APPROXIMATE CENTER OF A GULLY, 15
 GR0398'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER
 GR0398'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0433 ***********************************************************************
 FS0433  DESIGNATION -  F 128
 FS0433  PID         -  FS0433
 FS0433  STATE/COUNTY-  AZ/MOHAVE
 FS0433  USGS QUAD   -  GOLD BASIN (1989)
 FS0433
 FS0433                         *CURRENT SURVEY CONTROL
 FS0433  ___________________________________________________________________
 FS0433* NAD 83(1986)-  35 51 57.     (N)    114 10 13.     (W)     SCALED    
 FS0433* NAVD 88     -       780.679  (meters)    2561.28   (feet)  POSTED    
 FS0433  ___________________________________________________________________
 FS0433  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS0433  DYNAMIC HT  -         779.830 (meters)    2558.49  (feet)  COMP
 FS0433  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 FS0433
 FS0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0433
 FS0433.The horizontal coordinates were scaled from a topographic map and have
 FS0433.an estimated accuracy of +/- 6 seconds.
 FS0433
 FS0433.The orthometric height was determined by differential leveling
 FS0433.and adjusted by the  in 1992.
 FS0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0433.rate of 0.0 thru 1.0 mm/km.
 FS0433
 FS0433.The geoid height was determined by GEOID03.
 FS0433
 FS0433.The dynamic height is computed by dividing the NAVD 88
 FS0433.geopotential number by the normal gravity value computed on the
 FS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0433.degrees latitude (g = 980.6199 gals.).
 FS0433
 FS0433.The modeled gravity was interpolated from observed gravity values.
 FS0433
 FS0433;                    North         East    Units  Estimated Accuracy
 FS0433;SPC AZ W     -   539,730.      175,410.      MT  (+/- 180 meters Scaled)
 FS0433
 FS0433                          SUPERSEDED SURVEY CONTROL
 FS0433
 FS0433  NGVD 29 (??/??/92)  779.969  (m)         2558.95   (f) ADJ UNCH    1 1
 FS0433
 FS0433.Superseded values are not recommended for survey control.
 FS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0433.See file dsdata.txt to determine how the superseded data were derived.
 FS0433
 FS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV555727(NAD 83)
 FS0433_MARKER: DB = BENCH MARK DISK
 FS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0433_STAMPING: F 128 1935
 FS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0433+STABILITY: SURFACE MOTION
 FS0433
 FS0433  HISTORY     - Date     Condition        Report By
 FS0433  HISTORY     - 1935     MONUMENTED       CGS
 FS0433  HISTORY     - 1950     GOOD             NGS
 FS0433  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0433  HISTORY     - 19870127 GOOD             USPSQD
 FS0433
 FS0433                          STATION DESCRIPTION
 FS0433
 FS0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0433'12.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0433'12.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0433'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 214 YARDS
 FS0433'WEST OF THE CENTER LINE OF THE ROAD, ON A BRUSH-COVERED SAND BAR
 FS0433'IN THE CENTER OF THE WASH, 141 FEET SOUTH OF THE NORTH END OF
 FS0433'THE BAR, 51 FEET EAST OF THE APPROXIMATE CENTER OF THE WEST
 FS0433'CHANNEL, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER
 FS0433'THAN THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE POST
 FS0433'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0433
 FS0433                          STATION RECOVERY (1959)
 FS0433
 FS0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0433'MARK NOT FOUND.
 FS0433
 FS0433                          STATION RECOVERY (1987)
 FS0433
 FS0433'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0295 ***********************************************************************
 GR0295  DESIGNATION -  F 129
 GR0295  PID         -  GR0295
 GR0295  STATE/COUNTY-  AZ/MOHAVE
 GR0295  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0295
 GR0295                         *CURRENT SURVEY CONTROL
 GR0295  ___________________________________________________________________
 GR0295* NAD 83(1986)-  36 00 07.     (N)    114 08 03.     (W)     SCALED    
 GR0295* NAVD 88     -       406.710  (meters)    1334.35   (feet)  POSTED    
 GR0295  ___________________________________________________________________
 GR0295  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR0295  DYNAMIC HT  -         406.300 (meters)    1333.00  (feet)  COMP
 GR0295  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 GR0295
 GR0295  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0295
 GR0295.The horizontal coordinates were scaled from a topographic map and have
 GR0295.an estimated accuracy of +/- 6 seconds.
 GR0295
 GR0295.The orthometric height was determined by differential leveling
 GR0295.and adjusted by the  in 1992.
 GR0295.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0295.rate of 1.1 thru 2.0 mm/km.
 GR0295
 GR0295.The geoid height was determined by GEOID03.
 GR0295
 GR0295.The dynamic height is computed by dividing the NAVD 88
 GR0295.geopotential number by the normal gravity value computed on the
 GR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0295.degrees latitude (g = 980.6199 gals.).
 GR0295
 GR0295.The modeled gravity was interpolated from observed gravity values.
 GR0295
 GR0295;                    North         East    Units  Estimated Accuracy
 GR0295;SPC AZ W     -   554,820.      178,730.      MT  (+/- 180 meters Scaled)
 GR0295
 GR0295                          SUPERSEDED SURVEY CONTROL
 GR0295
 GR0295  NGVD 29 (??/??/92)  406.087  (m)         1332.30   (f) ADJ UNCH    1 1
 GR0295
 GR0295.Superseded values are not recommended for survey control.
 GR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0295.See file dsdata.txt to determine how the superseded data were derived.
 GR0295
 GR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV583879(NAD 83)
 GR0295_MARKER: DB = BENCH MARK DISK
 GR0295_SETTING: 66 = SET IN ROCK OUTCROP
 GR0295_SP_SET: OUTCROP
 GR0295_STAMPING: F 129 1935
 GR0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0295+STABILITY: POSITION/ELEVATION WELL
 GR0295
 GR0295  HISTORY     - Date     Condition        Report By
 GR0295  HISTORY     - 1935     MONUMENTED       CGS
 GR0295  HISTORY     - 1950     GOOD             NGS
 GR0295
 GR0295                          STATION DESCRIPTION
 GR0295
 GR0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0295'1.1 MI S FROM MOUTH OF HUALPAI WASH.
 GR0295'1.1 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 GR0295'WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 60 YARDS SOUTHWEST OF A
 GR0295'CURVE IN THE MAIN CHANNEL OF HUALPAI WASH, IN THE TOP OF AN OUTCROP ON
 GR0295'THE NORTHWEST SIDE OF THE WASH, DIRECTLY OPPOSITE A HIGH ROCK CLIFF,
 GR0295'43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER
 GR0295'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0762 ***********************************************************************
 DV0762  DESIGNATION -  F 13
 DV0762  PID         -  DV0762
 DV0762  STATE/COUNTY-  AZ/MARICOPA
 DV0762  USGS QUAD   -  TONOPAH (1984)
 DV0762
 DV0762                         *CURRENT SURVEY CONTROL
 DV0762  ___________________________________________________________________
 DV0762* NAD 83(1986)-  33 27 50.     (N)    112 57 47.     (W)     SCALED    
 DV0762* NAVD 88     -       339.110  (meters)    1112.56   (feet)  ADJUSTED  
 DV0762  ___________________________________________________________________
 DV0762  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV0762  DYNAMIC HT  -         338.715 (meters)    1111.27  (feet)  COMP
 DV0762  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 DV0762
 DV0762  VERT ORDER  -  FIRST     CLASS II
 DV0762
 DV0762.The horizontal coordinates were scaled from a topographic map and have
 DV0762.an estimated accuracy of +/- 6 seconds.
 DV0762
 DV0762.The orthometric height was determined by differential leveling
 DV0762.and adjusted in June 1991.
 DV0762
 DV0762.The geoid height was determined by GEOID03.
 DV0762
 DV0762.The dynamic height is computed by dividing the NAVD 88
 DV0762.geopotential number by the normal gravity value computed on the
 DV0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0762.degrees latitude (g = 980.6199 gals.).
 DV0762
 DV0762.The modeled gravity was interpolated from observed gravity values.
 DV0762
 DV0762;                    North         East    Units  Estimated Accuracy
 DV0762;SPC AZ C     -   273,690.      116,090.      MT  (+/- 180 meters Scaled)
 DV0762
 DV0762                          SUPERSEDED SURVEY CONTROL
 DV0762
 DV0762  NGVD 29 (??/??/92)  338.486  (m)         1110.52   (f) ADJ UNCH    1 2
 DV0762
 DV0762.Superseded values are not recommended for survey control.
 DV0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0762.See file dsdata.txt to determine how the superseded data were derived.
 DV0762
 DV0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC175044(NAD 83)
 DV0762_MARKER: DB = BENCH MARK DISK
 DV0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0762_STAMPING: F 13 1927 1110.51
 DV0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0762+STABILITY: SURFACE MOTION
 DV0762
 DV0762  HISTORY     - Date     Condition        Report By
 DV0762  HISTORY     - 1927     MONUMENTED       CGS
 DV0762  HISTORY     - 1967     GOOD             NGS
 DV0762  HISTORY     - 1981     GOOD             NGS
 DV0762
 DV0762                          STATION DESCRIPTION
 DV0762
 DV0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0762'13.25 MI SW FROM TONOPAH.
 DV0762'6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0762'TONOPAH, THENCE 6.4 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD IN
 DV0762'SECTION 3, T 1 N, R 7 W, 4 POLES WEST OF A CURVE IN THE ROAD, 41 FEET
 DV0762'SOUTH OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET WEST OF TELEPHONE
 DV0762'POLE NUMBER 7, 10 FEET SOUTH OF A ROW OF TELEPHONE POLES, 1.5 FEET
 DV0762'SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DV0762'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 DV0762'NOTE-- THE SIDES OF THE CONCRETE POST ARE CHIPPED BUT THE MARK APPEARS
 DV0762'TO BE SOLID.
 DV0762
 DV0762                          STATION RECOVERY (1981)
 DV0762
 DV0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0118 ***********************************************************************
 GQ0118  DESIGNATION -  F 130
 GQ0118  PID         -  GQ0118
 GQ0118  STATE/COUNTY-  AZ/MOHAVE
 GQ0118  USGS QUAD   -  GYP HILLS (1971)
 GQ0118
 GQ0118                         *CURRENT SURVEY CONTROL
 GQ0118  ___________________________________________________________________
 GQ0118* NAD 83(1986)-  36 16 47.     (N)    113 54 54.     (W)     SCALED    
 GQ0118* NAVD 88     -       585.023  (meters)    1919.36   (feet)  POSTED    
 GQ0118  ___________________________________________________________________
 GQ0118  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GQ0118  DYNAMIC HT  -         584.420 (meters)    1917.38  (feet)  COMP
 GQ0118  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 GQ0118
 GQ0118  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0118
 GQ0118.The horizontal coordinates were scaled from a topographic map and have
 GQ0118.an estimated accuracy of +/- 6 seconds.
 GQ0118
 GQ0118.The orthometric height was determined by differential leveling
 GQ0118.and adjusted by the  in 1992.
 GQ0118.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0118.rate of 0.0 thru 1.0 mm/km.
 GQ0118
 GQ0118.The geoid height was determined by GEOID03.
 GQ0118
 GQ0118.The dynamic height is computed by dividing the NAVD 88
 GQ0118.geopotential number by the normal gravity value computed on the
 GQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0118.degrees latitude (g = 980.6199 gals.).
 GQ0118
 GQ0118.The modeled gravity was interpolated from observed gravity values.
 GQ0118
 GQ0118;                    North         East    Units  Estimated Accuracy
 GQ0118;SPC AZ W     -   585,580.      198,540.      MT  (+/- 180 meters Scaled)
 GQ0118
 GQ0118                          SUPERSEDED SURVEY CONTROL
 GQ0118
 GQ0118  NGVD 29 (??/??/92)  584.330  (m)         1917.09   (f) ADJ UNCH    1 1
 GQ0118
 GQ0118.Superseded values are not recommended for survey control.
 GQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0118.See file dsdata.txt to determine how the superseded data were derived.
 GQ0118
 GQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF381189(NAD 83)
 GQ0118_MARKER: DB = BENCH MARK DISK
 GQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0118_STAMPING: F 130 1935
 GQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0118+STABILITY: SURFACE MOTION
 GQ0118
 GQ0118  HISTORY     - Date     Condition        Report By
 GQ0118  HISTORY     - 1935     MONUMENTED       CGS
 GQ0118  HISTORY     - 1950     GOOD             NGS
 GQ0118
 GQ0118                          STATION DESCRIPTION
 GQ0118
 GQ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0118'50.2 MI SE FROM RIVERSIDE, NV.
 GQ0118'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0118'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0118'THENCE 10.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0118'FERRY ROAD, AT THE SOUTHWEST BASE OF A RED HILL, ABOUT 35 YARDS
 GQ0118'SOUTHEAST OF A POINT WHERE THE ROAD CROSSES A WASH, 12 FEET NORTHEAST
 GQ0118'OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST,
 GQ0118'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GQ0118'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0321 ***********************************************************************
 ET0321  DESIGNATION -  F 131
 ET0321  PID         -  ET0321
 ET0321  STATE/COUNTY-  AZ/YAVAPAI
 ET0321  USGS QUAD   -  ESTLER PEAK (1974)
 ET0321
 ET0321                         *CURRENT SURVEY CONTROL
 ET0321  ___________________________________________________________________
 ET0321* NAD 83(1986)-  34 28 31.     (N)    112 07 06.     (W)     SCALED    
 ET0321* NAVD 88     -      1330.09   (+/-2cm)    4363.8    (feet)  VERTCON   
 ET0321  ___________________________________________________________________
 ET0321  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0321
 ET0321.The horizontal coordinates were scaled from a topographic map and have
 ET0321.an estimated accuracy of +/- 6 seconds.
 ET0321
 ET0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0321.The vertical order pertains to the NGVD 29 superseded value.
 ET0321
 ET0321.The geoid height was determined by GEOID03.
 ET0321
 ET0321;                    North         East    Units  Estimated Accuracy
 ET0321;SPC AZ C     -   385,390.      194,840.      MT  (+/- 180 meters Scaled)
 ET0321
 ET0321                          SUPERSEDED SURVEY CONTROL
 ET0321
 ET0321  NGVD 29 (??/??/92) 1329.333  (m)         4361.32   (f) ADJ UNCH    2 0
 ET0321
 ET0321.Superseded values are not recommended for survey control.
 ET0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0321.See file dsdata.txt to determine how the superseded data were derived.
 ET0321
 ET0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD973154(NAD 83)
 ET0321_MARKER: DB = BENCH MARK DISK
 ET0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0321_STAMPING: F 131 1935
 ET0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0321+STABILITY: SURFACE MOTION
 ET0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0321+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 ET0321
 ET0321  HISTORY     - Date     Condition        Report By
 ET0321  HISTORY     - 1935     MONUMENTED       CGS
 ET0321  HISTORY     - 20080703 GOOD             GEOCAC
 ET0321
 ET0321                          STATION DESCRIPTION
 ET0321
 ET0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0321'5.3 MI E FROM DEWEY.
 ET0321'5.3 MILES EAST ALONG A ROAD FROM DEWEY, YAVAPAI COUNTY, THENCE 6.0
 ET0321'MILES SOUTHEAST ALONG THE DUGAS ROAD, 0.2 MILE SOUTHWEST OF A CATTLE
 ET0321'GUARD AND A PRESCOTT NATIONAL FOREST SIGN, ON THE SLOPE OF A HILL AND
 ET0321'ABOUT 55 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 ET0321'DISK, STAMPED F 131 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ET0321
 ET0321                          STATION RECOVERY (2008)
 ET0321
 ET0321'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0352 ***********************************************************************
 ES0352  DESIGNATION -  F 132
 ES0352  PID         -  ES0352
 ES0352  STATE/COUNTY-  AZ/YAVAPAI
 ES0352  USGS QUAD   -  DUGAS (1967)
 ES0352
 ES0352                         *CURRENT SURVEY CONTROL
 ES0352  ___________________________________________________________________
 ES0352* NAD 83(1986)-  34 22 04.     (N)    111 58 59.     (W)     SCALED    
 ES0352* NAVD 88     -      1242.27   (+/-2cm)    4075.7    (feet)  VERTCON   
 ES0352  ___________________________________________________________________
 ES0352  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0352
 ES0352.The horizontal coordinates were scaled from a topographic map and have
 ES0352.an estimated accuracy of +/- 6 seconds.
 ES0352
 ES0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0352.The vertical order pertains to the NGVD 29 superseded value.
 ES0352
 ES0352.The geoid height was determined by GEOID03.
 ES0352
 ES0352;                    North         East    Units  Estimated Accuracy
 ES0352;SPC AZ C     -   373,450.      207,250.      MT  (+/- 180 meters Scaled)
 ES0352
 ES0352                          SUPERSEDED SURVEY CONTROL
 ES0352
 ES0352  NGVD 29 (??/??/92) 1241.542  (m)         4073.29   (f) ADJ UNCH    2 0
 ES0352
 ES0352.Superseded values are not recommended for survey control.
 ES0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0352.See file dsdata.txt to determine how the superseded data were derived.
 ES0352
 ES0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD096033(NAD 83)
 ES0352_MARKER: DB = BENCH MARK DISK
 ES0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0352_STAMPING: F 132 1935
 ES0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0352+STABILITY: SURFACE MOTION
 ES0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0352+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0352
 ES0352  HISTORY     - Date     Condition        Report By
 ES0352  HISTORY     - 1935     MONUMENTED       CGS
 ES0352  HISTORY     - 1952     GOOD             NGS
 ES0352  HISTORY     - 20080816 GOOD             GEOCAC
 ES0352  HISTORY     - 20080925 GOOD             GEOCAC
 ES0352
 ES0352                          STATION DESCRIPTION
 ES0352
 ES0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0352'0.6 MI W FROM DUGAS RANCH.
 ES0352'0.6 MILE WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, AT THE
 ES0352'JUNCTION OF THE TRAIL TO JOHNSON WASH RANGER STATION, 39 FEET SOUTH OF
 ES0352'THE JUNCTION, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5
 ES0352'FEET NORTHEAST OF THE FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 4
 ES0352'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ES0352'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 ES0352
 ES0352                          STATION RECOVERY (2008)
 ES0352
 ES0352'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0352'GPSR COORDINATES (NAD 83) N34 22.065 W111 59.000
 ES0352'4,040 FT ASL.
 ES0352
 ES0352                          STATION RECOVERY (2008)
 ES0352
 ES0352'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0352'RECOVERED IN GOOD CONDITION.  WOODEN WITNESS POST IS STILL PRESENT AND
 ES0352'YAVAPAI COUNTY HAS
 ES0352'ADDED A METAL WITNESS POST.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0352'34 22.066' W
 ES0352'111.58.997'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0279 ***********************************************************************
 ET0279  DESIGNATION -  F 133
 ET0279  PID         -  ET0279
 ET0279  STATE/COUNTY-  AZ/YAVAPAI
 ET0279  USGS QUAD   -  JOES HILL (1969)
 ET0279
 ET0279                         *CURRENT SURVEY CONTROL
 ET0279  ___________________________________________________________________
 ET0279* NAD 83(1986)-  34 07 56.     (N)    112 01 22.     (W)     SCALED    
 ET0279* NAVD 88     -      1182.38   (+/-2cm)    3879.2    (feet)  VERTCON   
 ET0279  ___________________________________________________________________
 ET0279  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 ET0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0279
 ET0279.The horizontal coordinates were scaled from a topographic map and have
 ET0279.an estimated accuracy of +/- 6 seconds.
 ET0279
 ET0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0279.The vertical order pertains to the NGVD 29 superseded value.
 ET0279
 ET0279.The geoid height was determined by GEOID03.
 ET0279
 ET0279;                    North         East    Units  Estimated Accuracy
 ET0279;SPC AZ C     -   347,320.      203,570.      MT  (+/- 180 meters Scaled)
 ET0279
 ET0279                          SUPERSEDED SURVEY CONTROL
 ET0279
 ET0279  NGVD 29 (??/??/92) 1181.718  (m)         3877.02   (f) ADJ UNCH    2 0
 ET0279
 ET0279.Superseded values are not recommended for survey control.
 ET0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0279.See file dsdata.txt to determine how the superseded data were derived.
 ET0279
 ET0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC056772(NAD 83)
 ET0279_MARKER: DB = BENCH MARK DISK
 ET0279_SETTING: 80 = SET IN A BOULDER
 ET0279_SP_SET: BOULDER
 ET0279_STAMPING: F 133 1935
 ET0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0279+STABILITY: SURFACE MOTION
 ET0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0279+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 ET0279
 ET0279  HISTORY     - Date     Condition        Report By
 ET0279  HISTORY     - 1935     MONUMENTED       CGS
 ET0279  HISTORY     - 1952     GOOD             NGS
 ET0279  HISTORY     - 20080404 GOOD             GEOCAC
 ET0279
 ET0279                          STATION DESCRIPTION
 ET0279
 ET0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0279'22.4 MI S FROM CORDES.
 ET0279'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0279'STORE AT CORDES, THENCE 7.5 MILES SOUTH ALONG A TRACK ROAD, AT THE
 ET0279'BOTTOM OF 2 LOW UPGRADES, ON THE NORTHWEST SLOPE OF A ROCK COVERED
 ET0279'HILL, BETWEEN THE POWER LINE AND THE TELEPHONE LINE, IN TOP OF AN
 ET0279'8-FOOT BY 4-FOOT BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 153 FEET
 ET0279'NORTHWEST OF THE NORTHWEST POLE OF DUAL POLES POWER LINE POLES, 91
 ET0279'FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT 8 FEET HIGHER THAN THE
 ET0279'ROAD, 48.6 FEET SOUTHEAST OF A TELEPHONE POLE, AND 3.0 FEET SOUTHEAST
 ET0279'OF THE NORTHWEST END OF THE BOULDER.
 ET0279
 ET0279                          STATION RECOVERY (2008)
 ET0279
 ET0279'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0279'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0279'THE DESCRIPTION - THE MARK IS 160 FEET NORTH OF SINGLE POWER POLE
 ET0279'NUMBER 55-6 AND IS 100 FEET SOUTH OF THE CENTERLINE OF FR 610.
 ET0279'HANDHELD COORDINATES
 ET0279'34 07 56.2 (N)   112 01 21.6 (W)  (NAD 83).
 ET0279' 
 ET0279'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF BLOODY BASIN
 ET0279'ROAD AND INTERSTATE 17 TAKE BLOODY BASIN ROAD SOUTH FOR 10.9 MILES TO
 ET0279'FR 9014. TURN RIGHT ON FR 9014 AND GO SOUTH FOR 2.6 MILES AND BEAR
 ET0279'RIGHT ON TO FR 14. TAKE FR 14 SOUTH FOR 1.9 MILES TO A GATE ON THE
 ET0279'RIGHT AND FR 610. CONTINUE THROUGH THE GATE AND GO SOUTHWEST ON FR 610
 ET0279'FOR 3.2 MILES TO THE STATION ON THE LEFT.
 ET0279'NOTE THAT FR 610 HAS SOME DIM AND ROUGH STRETCHES SO TRAVEL WITH A 4X4
 ET0279'HIGH CLEARANCE VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0612 ***********************************************************************
 GR0612  DESIGNATION -  F 134
 GR0612  PID         -  GR0612
 GR0612  STATE/COUNTY-  AZ/MOHAVE
 GR0612  USGS QUAD   -  HOOVER DAM (1997)
 GR0612
 GR0612                         *CURRENT SURVEY CONTROL
 GR0612  ___________________________________________________________________
 GR0612* NAD 83(1986)-  36 00 03.     (N)    114 43 42.     (W)     SCALED    
 GR0612* NAVD 88     -       322.855  (meters)    1059.23   (feet)  POSTED    
 GR0612  ___________________________________________________________________
 GR0612  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0612  DYNAMIC HT  -         322.540 (meters)    1058.20  (feet)  COMP
 GR0612  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 GR0612
 GR0612  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0612
 GR0612.The horizontal coordinates were scaled from a topographic map and have
 GR0612.an estimated accuracy of +/- 6 seconds.
 GR0612
 GR0612.The orthometric height was determined by differential leveling
 GR0612.and adjusted by the  in 1992.
 GR0612.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0612.rate greater than 8.0 mm/km.
 GR0612
 GR0612.The geoid height was determined by GEOID03.
 GR0612
 GR0612.The dynamic height is computed by dividing the NAVD 88
 GR0612.geopotential number by the normal gravity value computed on the
 GR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0612.degrees latitude (g = 980.6199 gals.).
 GR0612
 GR0612.The modeled gravity was interpolated from observed gravity values.
 GR0612
 GR0612;                    North         East    Units  Estimated Accuracy
 GR0612;SPC AZ W     -   555,070.      125,160.      MT  (+/- 180 meters Scaled)
 GR0612
 GR0612                          SUPERSEDED SURVEY CONTROL
 GR0612
 GR0612  NGVD 29 (??/??/92)  322.157  (m)         1056.94   (f) ADJ UNCH    1 1
 GR0612
 GR0612.Superseded values are not recommended for survey control.
 GR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0612.See file dsdata.txt to determine how the superseded data were derived.
 GR0612
 GR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV047864(NAD 83)
 GR0612_MARKER: DB = BENCH MARK DISK
 GR0612_SETTING: 80 = SET IN A BOULDER
 GR0612_SP_SET: BOULDER
 GR0612_STAMPING: F 134 1935
 GR0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0612+STABILITY: SURFACE MOTION
 GR0612
 GR0612  HISTORY     - Date     Condition        Report By
 GR0612  HISTORY     - 1935     MONUMENTED       CGS
 GR0612  HISTORY     - 1950     GOOD             NGS
 GR0612  HISTORY     - 1963     GOOD             NGS
 GR0612
 GR0612                          STATION DESCRIPTION
 GR0612
 GR0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0612'2.5 MI SE FROM HOOVER DAM.
 GR0612'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0612'(ARIZONA) END OF HOOVER DAM, THENCE 0.5 MILE WEST ALONG AN ABANDONED
 GR0612'HOOVER DAM CONSTRUCTION ROAD, ABOUT 34 YARDS WEST OF A POINT WHERE THE
 GR0612'ROAD DESCENDS A STEEP GRADE AND ENTERS A WASH, 14 FEET SOUTH OF THE
 GR0612'CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, IN THE TOP
 GR0612'OF A SLATE-COLORED BOULDER, AND 1 FOOT EAST OF A CAIRN.
 GR0612
 GR0612                          STATION RECOVERY (1963)
 GR0612
 GR0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0077 ***********************************************************************
 FS0077  DESIGNATION -  F 135
 FS0077  PID         -  FS0077
 FS0077  STATE/COUNTY-  AZ/MOHAVE
 FS0077  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0077
 FS0077                         *CURRENT SURVEY CONTROL
 FS0077  ___________________________________________________________________
 FS0077* NAD 83(1986)-  35 55 01.     (N)    114 37 46.     (W)     SCALED    
 FS0077* NAVD 88     -       640.228  (meters)    2100.48   (feet)  ADJUSTED  
 FS0077  ___________________________________________________________________
 FS0077  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0077  DYNAMIC HT  -         639.578 (meters)    2098.35  (feet)  COMP
 FS0077  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 FS0077
 FS0077  VERT ORDER  -  FIRST     CLASS I
 FS0077
 FS0077.The horizontal coordinates were scaled from a topographic map and have
 FS0077.an estimated accuracy of +/- 6 seconds.
 FS0077
 FS0077.The orthometric height was determined by differential leveling
 FS0077.and adjusted in June 1991.
 FS0077
 FS0077.The geoid height was determined by GEOID03.
 FS0077
 FS0077.The dynamic height is computed by dividing the NAVD 88
 FS0077.geopotential number by the normal gravity value computed on the
 FS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0077.degrees latitude (g = 980.6199 gals.).
 FS0077
 FS0077.The modeled gravity was interpolated from observed gravity values.
 FS0077
 FS0077;                    North         East    Units  Estimated Accuracy
 FS0077;SPC AZ W     -   545,670.      133,990.      MT  (+/- 180 meters Scaled)
 FS0077
 FS0077                          SUPERSEDED SURVEY CONTROL
 FS0077
 FS0077  NGVD 29 (??/??/92)  639.522  (m)         2098.17   (f) ADJ UNCH    1 1
 FS0077
 FS0077.Superseded values are not recommended for survey control.
 FS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0077.See file dsdata.txt to determine how the superseded data were derived.
 FS0077
 FS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV138773(NAD 83)
 FS0077_MARKER: DB = BENCH MARK DISK
 FS0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0077_SP_SET: CULVERT
 FS0077_STAMPING: F 135 1935
 FS0077_MARK LOGO: CGS   
 FS0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0077
 FS0077  HISTORY     - Date     Condition        Report By
 FS0077  HISTORY     - 1935     MONUMENTED       CGS
 FS0077  HISTORY     - 1950     GOOD             NGS
 FS0077  HISTORY     - 1963     GOOD             NGS
 FS0077  HISTORY     - 1981     GOOD             NGS
 FS0077
 FS0077                          STATION DESCRIPTION
 FS0077
 FS0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0077'10.4 MI SE FROM HOOVER DAM.
 FS0077'10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0077'(ARIZONA) END OF HOOLVER DAM, 0.4 MILE SOUTHEAST OF MILEPOST 10,
 FS0077'NEAR THE SUMMIT OF A STEEP GRADE, AT A 36-INCH CORRUGATED METAL
 FS0077'PIPE CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 FS0077'CONCRETE HEAD WALL, 16.8 FEET NORTHEAST OF THE CENTER LINE OF
 FS0077'THE HIGHWAY, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 FS0077
 FS0077                          STATION RECOVERY (1963)
 FS0077
 FS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0077'RECOVERED IN GOOD CONDITION.
 FS0077
 FS0077                          STATION RECOVERY (1981)
 FS0077
 FS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0077'16.45 KM (10.25 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0077'END OF HOOVER DAM, 0.2 KM (0.15 MI) NORTH OF A SUMMIT, IN TOP OF THE
 FS0077'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 36-INCH CORRUGATED METAL
 FS0077'PIPE CULVERT, ON THE INSIDE OF A CURVE AND BETWEEN TWO DIRT CUTS ON
 FS0077'THE OLD HIGHWAY, ABOUT 55 METERS (180 FT) EAST-NORTHEAST OF THE
 FS0077'CENTERLINE OF THE HIGHWAY, 5.1 METERS (16.8 FT) NORTHEAST OF THE
 FS0077'CENTERLINE OF THE OLD HIGHWAY.
 FS0077'THE MARK IS 0.6 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0254 ***********************************************************************
 DT0254  DESIGNATION -  F 136
 DT0254  PID         -  DT0254
 DT0254  STATE/COUNTY-  AZ/APACHE
 DT0254  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0254
 DT0254                         *CURRENT SURVEY CONTROL
 DT0254  ___________________________________________________________________
 DT0254* NAD 83(1986)-  33 53 23.     (N)    109 28 38.     (W)     SCALED    
 DT0254* NAVD 88     -      2701.651  (meters)    8863.67   (feet)  ADJUSTED  
 DT0254  ___________________________________________________________________
 DT0254  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DT0254  DYNAMIC HT  -        2697.081 (meters)    8848.67  (feet)  COMP
 DT0254  MODELED GRAV-     978,846.9   (mgal)                       NAVD 88
 DT0254
 DT0254  VERT ORDER  -  SECOND    CLASS 0
 DT0254
 DT0254.The horizontal coordinates were scaled from a topographic map and have
 DT0254.an estimated accuracy of +/- 6 seconds.
 DT0254
 DT0254.The orthometric height was determined by differential leveling
 DT0254.and adjusted in June 1991.
 DT0254
 DT0254.The geoid height was determined by GEOID03.
 DT0254
 DT0254.The dynamic height is computed by dividing the NAVD 88
 DT0254.geopotential number by the normal gravity value computed on the
 DT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0254.degrees latitude (g = 980.6199 gals.).
 DT0254
 DT0254.The modeled gravity was interpolated from observed gravity values.
 DT0254
 DT0254;                    North         East    Units  Estimated Accuracy
 DT0254;SPC AZ E     -   320,640.      277,130.      MT  (+/- 180 meters Scaled)
 DT0254
 DT0254                          SUPERSEDED SURVEY CONTROL
 DT0254
 DT0254  NGVD 29 (??/??/92) 2700.370  (m)         8859.46   (f) ADJ UNCH    2 0
 DT0254
 DT0254.Superseded values are not recommended for survey control.
 DT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0254.See file dsdata.txt to determine how the superseded data were derived.
 DT0254
 DT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC408509(NAD 83)
 DT0254_MARKER: DB = BENCH MARK DISK
 DT0254_SETTING: 66 = SET IN ROCK OUTCROP
 DT0254_SP_SET: LARGE ROCK
 DT0254_STAMPING: F-132 1935
 DT0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0254+STABILITY: POSITION/ELEVATION WELL
 DT0254
 DT0254  HISTORY     - Date     Condition        Report By
 DT0254  HISTORY     - 1935     MONUMENTED       CGS
 DT0254
 DT0254                          STATION DESCRIPTION
 DT0254
 DT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0254'0.2 MI SW FROM THOMPSON RANCH.
 DT0254'ON THE ROAD TO RESERVATION RANCH, ABOUT 100 YDS N OF A CREEK, 33 FEET
 DT0254'N OF THE CENTERLINE OF THE ROAD, IN A LARGE ROCK ABOUT 2 FT HIGH AND
 DT0254'SET ABOUT 7 FT ABOVE THE ROAD SURFACE.
 DT0254'ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0284 ***********************************************************************
 DT0284  DESIGNATION -  F 137
 DT0284  PID         -  DT0284
 DT0284  STATE/COUNTY-  AZ/GREENLEE
 DT0284  USGS QUAD   -  BEAVERHEAD (1991)
 DT0284
 DT0284                         *CURRENT SURVEY CONTROL
 DT0284  ___________________________________________________________________
 DT0284* NAD 83(1986)-  33 42 03.     (N)    109 13 35.     (W)     SCALED    
 DT0284* NAVD 88     -      2435.134  (meters)    7989.27   (feet)  ADJUSTED  
 DT0284  ___________________________________________________________________
 DT0284  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DT0284  DYNAMIC HT  -        2431.120 (meters)    7976.10  (feet)  COMP
 DT0284  MODELED GRAV-     978,900.4   (mgal)                       NAVD 88
 DT0284
 DT0284  VERT ORDER  -  SECOND    CLASS 0
 DT0284
 DT0284.The horizontal coordinates were scaled from a topographic map and have
 DT0284.an estimated accuracy of +/- 6 seconds.
 DT0284
 DT0284.The orthometric height was determined by differential leveling
 DT0284.and adjusted in June 1991.
 DT0284
 DT0284.The geoid height was determined by GEOID03.
 DT0284
 DT0284.The dynamic height is computed by dividing the NAVD 88
 DT0284.geopotential number by the normal gravity value computed on the
 DT0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0284.degrees latitude (g = 980.6199 gals.).
 DT0284
 DT0284.The modeled gravity was interpolated from observed gravity values.
 DT0284
 DT0284;                    North         East    Units  Estimated Accuracy
 DT0284;SPC AZ E     -   299,870.      300,520.      MT  (+/- 180 meters Scaled)
 DT0284
 DT0284                          SUPERSEDED SURVEY CONTROL
 DT0284
 DT0284  NGVD 29 (??/??/92) 2434.035  (m)         7985.66   (f) ADJ UNCH    2 0
 DT0284
 DT0284.Superseded values are not recommended for survey control.
 DT0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0284.See file dsdata.txt to determine how the superseded data were derived.
 DT0284
 DT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC643303(NAD 83)
 DT0284_MARKER: DB = BENCH MARK DISK
 DT0284_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0284_SP_SET: UNSPECIFIED ROCK
 DT0284_STAMPING: F-137 1935
 DT0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0284+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0284
 DT0284  HISTORY     - Date     Condition        Report By
 DT0284  HISTORY     - 1935     MONUMENTED       CGS
 DT0284  HISTORY     - 20050729 GOOD             USPSQD
 DT0284
 DT0284                          STATION DESCRIPTION
 DT0284
 DT0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0284'0.9 MI NW FROM BEAVERHEAD LODGE.
 DT0284'0.9 MI NW ALONG ROAD TO RESERVATION RANCH ABOUT 99 FT W OF THE WEST
 DT0284'END OF A BRIDGE, 45 FT N OF THE CENTERLINE OF THE ROAD, 15 FT NW OF
 DT0284'TWO 28 INCH PINE TREES, SET IN A ROCK ABOUT 3 FT SQUARE AND ABOUT 8 FT
 DT0284'HIGH.
 DT0284
 DT0284                          STATION RECOVERY (2005)
 DT0284
 DT0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0460 ***********************************************************************
 CY0460  DESIGNATION -  F 14
 CY0460  PID         -  CY0460
 CY0460  STATE/COUNTY-  AZ/GRAHAM
 CY0460  USGS QUAD   -  FISHER HILLS (1979)
 CY0460
 CY0460                         *CURRENT SURVEY CONTROL
 CY0460  ___________________________________________________________________
 CY0460* NAD 83(1986)-  32 27 14.     (N)    109 31 42.     (W)     SCALED    
 CY0460* NAVD 88     -      1114.21   (+/-2cm)    3655.5    (feet)  VERTCON   
 CY0460  ___________________________________________________________________
 CY0460  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY0460  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0460
 CY0460.The horizontal coordinates were scaled from a topographic map and have
 CY0460.an estimated accuracy of +/- 6 seconds.
 CY0460
 CY0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0460.The vertical order pertains to the NGVD 29 superseded value.
 CY0460
 CY0460.The geoid height was determined by GEOID03.
 CY0460
 CY0460;                    North         East    Units  Estimated Accuracy
 CY0460;SPC AZ E     -   161,370.      273,370.      MT  (+/- 180 meters Scaled)
 CY0460
 CY0460                          SUPERSEDED SURVEY CONTROL
 CY0460
 CY0460  NGVD 29 (??/??/92) 1113.490  (m)         3653.18   (f) ADJ UNCH    1 2
 CY0460
 CY0460.Superseded values are not recommended for survey control.
 CY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0460.See file dsdata.txt to determine how the superseded data were derived.
 CY0460
 CY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA383917(NAD 83)
 CY0460_MARKER: DB = BENCH MARK DISK
 CY0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0460_STAMPING: 3653.175 F 14 1932
 CY0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0460+STABILITY: SURFACE MOTION
 CY0460
 CY0460  HISTORY     - Date     Condition        Report By
 CY0460  HISTORY     - 1932     MONUMENTED       CGS
 CY0460  HISTORY     - 1974     GOOD             USGS
 CY0460
 CY0460                          STATION DESCRIPTION
 CY0460
 CY0460'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0460'9.3 MI N FROM BOWIE.
 CY0460'10.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TANQUE,
 CY0460'GRAHAM COUNTY, 9.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 CY0460'FROM THE STATION AT BOWIE, COCHISE COUNTY, 110 FEET EAST OF A MILEPOST
 CY0460'1107, 300 FEET SOUTH OF A EAST-WEST FENCE LINE, 77 FEET EAST OF THE
 CY0460'TRACK, AND 24 FEET WEST OF A ROAD (CENTERLINE).  A STANDARD DISK,
 CY0460'STAMPED 3653.175 F 14 1932 AND SET IN THE TOP OF A CONCRETE POST
 CY0460'PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0131 ***********************************************************************
 ES0131  DESIGNATION -  F 141
 ES0131  PID         -  ES0131
 ES0131  STATE/COUNTY-  AZ/NAVAJO
 ES0131  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0131
 ES0131                         *CURRENT SURVEY CONTROL
 ES0131  ___________________________________________________________________
 ES0131* NAD 83(1986)-  34 13 22.     (N)    110 01 46.     (W)     SCALED    
 ES0131* NAVD 88     -      1953.478  (meters)    6409.04   (feet)  ADJUSTED  
 ES0131  ___________________________________________________________________
 ES0131  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0131  DYNAMIC HT  -        1950.560 (meters)    6399.46  (feet)  COMP
 ES0131  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 ES0131
 ES0131  VERT ORDER  -  SECOND    CLASS 0
 ES0131
 ES0131.The horizontal coordinates were scaled from a topographic map and have
 ES0131.an estimated accuracy of +/- 6 seconds.
 ES0131
 ES0131.The orthometric height was determined by differential leveling
 ES0131.and adjusted in June 1991.
 ES0131
 ES0131.The geoid height was determined by GEOID03.
 ES0131
 ES0131.The dynamic height is computed by dividing the NAVD 88
 ES0131.geopotential number by the normal gravity value computed on the
 ES0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0131.degrees latitude (g = 980.6199 gals.).
 ES0131
 ES0131.The modeled gravity was interpolated from observed gravity values.
 ES0131
 ES0131;                    North         East    Units  Estimated Accuracy
 ES0131;SPC AZ E     -   357,370.      226,000.      MT  (+/- 180 meters Scaled)
 ES0131
 ES0131                          SUPERSEDED SURVEY CONTROL
 ES0131
 ES0131  NGVD 29 (??/??/92) 1952.550  (m)         6405.99   (f) ADJ UNCH    2 0
 ES0131
 ES0131.Superseded values are not recommended for survey control.
 ES0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0131.See file dsdata.txt to determine how the superseded data were derived.
 ES0131
 ES0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC893872(NAD 83)
 ES0131_MARKER: DB = BENCH MARK DISK
 ES0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0131_STAMPING: F 141 1935
 ES0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0131+STABILITY: SURFACE MOTION
 ES0131
 ES0131  HISTORY     - Date     Condition        Report By
 ES0131  HISTORY     - 1935     MONUMENTED       CGS
 ES0131  HISTORY     - 1960     GOOD             NGS
 ES0131  HISTORY     - 1976     MARK NOT FOUND   USGS
 ES0131  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0131
 ES0131                          STATION DESCRIPTION
 ES0131
 ES0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0131'2.0 MI S FROM SHOW LOW.
 ES0131'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0131'SHOW LOW, IN SECTION 29, R 22 E, T 10 N, 23 FEET WEST OF THE CENTER
 ES0131'LINE OF THE HIGHWAY, 48 FEET SOUTH OF WEST ROCK HEADWALL OF A 36-INCH
 ES0131'TUBULAR CULVERT, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 ES0131'BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 ES0131'INCHES.
 ES0131
 ES0131                          STATION RECOVERY (1976)
 ES0131
 ES0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ES0131'MARK NOT FOUND.
 ES0131
 ES0131                          STATION RECOVERY (1983)
 ES0131
 ES0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0248 ***********************************************************************
 ES0248  DESIGNATION -  F 142
 ES0248  PID         -  ES0248
 ES0248  STATE/COUNTY-  AZ/COCONINO
 ES0248  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES0248
 ES0248                         *CURRENT SURVEY CONTROL
 ES0248  ___________________________________________________________________
 ES0248* NAD 83(1986)-  34 40 01.     (N)    110 47 37.     (W)     SCALED    
 ES0248* NAVD 88     -      1872.136  (meters)    6142.17   (feet)  ADJUSTED  
 ES0248  ___________________________________________________________________
 ES0248  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ES0248  DYNAMIC HT  -        1869.440 (meters)    6133.32  (feet)  COMP
 ES0248  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 ES0248
 ES0248  VERT ORDER  -  SECOND    CLASS 0
 ES0248
 ES0248.The horizontal coordinates were scaled from a topographic map and have
 ES0248.an estimated accuracy of +/- 6 seconds.
 ES0248
 ES0248.The orthometric height was determined by differential leveling
 ES0248.and adjusted in June 1991.
 ES0248
 ES0248.The geoid height was determined by GEOID03.
 ES0248
 ES0248.The dynamic height is computed by dividing the NAVD 88
 ES0248.geopotential number by the normal gravity value computed on the
 ES0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0248.degrees latitude (g = 980.6199 gals.).
 ES0248
 ES0248.The modeled gravity was interpolated from observed gravity values.
 ES0248
 ES0248;                    North         East    Units  Estimated Accuracy
 ES0248;SPC AZ C     -   407,200.      316,290.      MT  (+/- 180 meters Scaled)
 ES0248
 ES0248                          SUPERSEDED SURVEY CONTROL
 ES0248
 ES0248  NGVD 29 (??/??/92) 1871.212  (m)         6139.13   (f) ADJ UNCH    2 0
 ES0248
 ES0248.Superseded values are not recommended for survey control.
 ES0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0248.See file dsdata.txt to determine how the superseded data were derived.
 ES0248
 ES0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD189361(NAD 83)
 ES0248_MARKER: DB = BENCH MARK DISK
 ES0248_SETTING: 66 = SET IN ROCK OUTCROP
 ES0248_SP_SET: SANDSTONE OUTCROP
 ES0248_STAMPING: F-142 1935
 ES0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0248+STABILITY: POSITION/ELEVATION WELL
 ES0248
 ES0248  HISTORY     - Date     Condition        Report By
 ES0248  HISTORY     - 1935     MONUMENTED       CGS
 ES0248  HISTORY     - 1974     GOOD             NGS
 ES0248
 ES0248                          STATION DESCRIPTION
 ES0248
 ES0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0248'10.3 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0248'10.3 MI NE ALONG ROAD TO WINSLOW.  29.7 MI S.W. OF WINSLOW (UNION OIL
 ES0248'CO. PLANT).  ABOUT 0.6 MI NE OF A LARGE TIN ROOFED HOUSE AND BARNS, ON
 ES0248'THE WEST BANK OF A SMALL DRAW, 90 FEET SE OF THE CENTERLINE OF THE
 ES0248'ROAD, 22 FEET NE OF A CEDAR TREE, SET IN A WHITE SANDSTONE OUTCROP.
 ES0248'(3-3/4 MI N OF THE SPELLMIRE AND LYONS RANCH HOUSE).
 ES0248
 ES0248                          STATION RECOVERY (1974)
 ES0248
 ES0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0159 ***********************************************************************
 ES0159  DESIGNATION -  F 146
 ES0159  PID         -  ES0159
 ES0159  STATE/COUNTY-  AZ/NAVAJO
 ES0159  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0159
 ES0159                         *CURRENT SURVEY CONTROL
 ES0159  ___________________________________________________________________
 ES0159* NAD 83(1986)-  34 10 45.     (N)    110 05 46.     (W)     SCALED    
 ES0159* NAVD 88     -      1924.351  (meters)    6313.47   (feet)  ADJUSTED  
 ES0159  ___________________________________________________________________
 ES0159  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0159  DYNAMIC HT  -        1921.482 (meters)    6304.06  (feet)  COMP
 ES0159  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 ES0159
 ES0159  VERT ORDER  -  SECOND    CLASS 0
 ES0159
 ES0159.The horizontal coordinates were scaled from a topographic map and have
 ES0159.an estimated accuracy of +/- 6 seconds.
 ES0159
 ES0159.The orthometric height was determined by differential leveling
 ES0159.and adjusted in June 1991.
 ES0159
 ES0159.The geoid height was determined by GEOID03.
 ES0159
 ES0159.The dynamic height is computed by dividing the NAVD 88
 ES0159.geopotential number by the normal gravity value computed on the
 ES0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0159.degrees latitude (g = 980.6199 gals.).
 ES0159
 ES0159.The modeled gravity was interpolated from observed gravity values.
 ES0159
 ES0159;                    North         East    Units  Estimated Accuracy
 ES0159;SPC AZ E     -   352,530.      219,860.      MT  (+/- 180 meters Scaled)
 ES0159
 ES0159                          SUPERSEDED SURVEY CONTROL
 ES0159
 ES0159  NGVD 29 (??/??/92) 1923.437  (m)         6310.48   (f) ADJ UNCH    2 0
 ES0159
 ES0159.Superseded values are not recommended for survey control.
 ES0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0159.See file dsdata.txt to determine how the superseded data were derived.
 ES0159
 ES0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC832823(NAD 83)
 ES0159_MARKER: DB = BENCH MARK DISK
 ES0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0159_STAMPING: F 146 1960
 ES0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0159+STABILITY: SURFACE MOTION
 ES0159
 ES0159  HISTORY     - Date     Condition        Report By
 ES0159  HISTORY     - 1960     MONUMENTED       CGS
 ES0159  HISTORY     - 1983     GOOD             NGS
 ES0159  HISTORY     - 19960919 GOOD             USPSQD
 ES0159
 ES0159                          STATION DESCRIPTION
 ES0159
 ES0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0159'7.1 MI SW FROM SHOW LOW.
 ES0159'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0159'SHOW LOW, THENCE 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0159'HIGHWAY 77, IN SECTION 15, R 21 E, T 9 N, 99 FEET NORTHWEST OF THE
 ES0159'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.6 FEET
 ES0159'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE HIGHWAY, AND
 ES0159'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 ES0159
 ES0159                          STATION RECOVERY (1983)
 ES0159
 ES0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0159'RECOVERED IN GOOD CONDITION.
 ES0159
 ES0159                          STATION RECOVERY (1996)
 ES0159
 ES0159'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0325 ***********************************************************************
 DU0325  DESIGNATION -  F 147
 DU0325  PID         -  DU0325
 DU0325  STATE/COUNTY-  AZ/GILA
 DU0325  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0325
 DU0325                         *CURRENT SURVEY CONTROL
 DU0325  ___________________________________________________________________
 DU0325* NAD 83(1986)-  33 47 36.     (N)    110 30 01.     (W)     SCALED    
 DU0325* NAVD 88     -      1178.204  (meters)    3865.49   (feet)  ADJUSTED  
 DU0325  ___________________________________________________________________
 DU0325  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DU0325  DYNAMIC HT  -        1176.610 (meters)    3860.26  (feet)  COMP
 DU0325  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 DU0325
 DU0325  VERT ORDER  -  FIRST     CLASS II
 DU0325
 DU0325.The horizontal coordinates were scaled from a topographic map and have
 DU0325.an estimated accuracy of +/- 6 seconds.
 DU0325
 DU0325.The orthometric height was determined by differential leveling
 DU0325.and adjusted in June 1991.
 DU0325
 DU0325.The geoid height was determined by GEOID03.
 DU0325
 DU0325.The dynamic height is computed by dividing the NAVD 88
 DU0325.geopotential number by the normal gravity value computed on the
 DU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0325.degrees latitude (g = 980.6199 gals.).
 DU0325
 DU0325.The modeled gravity was interpolated from observed gravity values.
 DU0325
 DU0325;                    North         East    Units  Estimated Accuracy
 DU0325;SPC AZ E     -   309,780.      182,470.      MT  (+/- 180 meters Scaled)
 DU0325
 DU0325                          SUPERSEDED SURVEY CONTROL
 DU0325
 DU0325  NGVD 29 (??/??/92) 1177.558  (m)         3863.37   (f) ADJ UNCH    1 2
 DU0325
 DU0325.Superseded values are not recommended for survey control.
 DU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0325.See file dsdata.txt to determine how the superseded data were derived.
 DU0325
 DU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC462393(NAD 83)
 DU0325_MARKER: DB = BENCH MARK DISK
 DU0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0325_SP_SET: CULVERT
 DU0325_STAMPING: F 147 1960
 DU0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0325
 DU0325  HISTORY     - Date     Condition        Report By
 DU0325  HISTORY     - 1960     MONUMENTED       CGS
 DU0325  HISTORY     - 1979     GOOD             NGS
 DU0325  HISTORY     - 19960918 GOOD             USPSQD
 DU0325
 DU0325                          STATION DESCRIPTION
 DU0325
 DU0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0325'4.45 MI N FROM SENECA.
 DU0325'ABOUT 4.45 MILES NORTH ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0325'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0325'THE FOOT OF A CLIFF, IN THE TOP OF THE SOUTH END OF THE CONCRETE
 DU0325'WINGWALL AT THE WEST END OF THE SOUTH HEADWALL OF A 2-CHANNEL 36-INCH
 DU0325'CULVERT UNDER THE HIGHWAY, 46 FEET SOUTH OF THE CENTER LINE OF THE
 DU0325'HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0325
 DU0325                          STATION RECOVERY (1979)
 DU0325
 DU0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0325'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0325'IN SALT RIVER CANYON, 0.5 MILE SOUTHWEST OF MILE POST 292, SET IN
 DU0325'THE TOP OF THE SOUTH END OF THE WEST TWO CHANNEL CONCRETE CULVERT,
 DU0325'46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF
 DU0325'THE NORTH FACE OF A ROCK CLIFF.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0325'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0325'THE MARK IS 3 FT BELOW THE HIGHWAY.
 DU0325
 DU0325                          STATION RECOVERY (1996)
 DU0325
 DU0325'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0157 ***********************************************************************
 DU0157  DESIGNATION -  F 149
 DU0157  PID         -  DU0157
 DU0157  STATE/COUNTY-  AZ/GRAHAM
 DU0157  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0157
 DU0157                         *CURRENT SURVEY CONTROL
 DU0157  ___________________________________________________________________
 DU0157* NAD 83(1986)-  33 22 06.     (N)    110 19 25.     (W)     SCALED    
 DU0157* NAVD 88     -      1207.128  (meters)    3960.39   (feet)  ADJUSTED  
 DU0157  ___________________________________________________________________
 DU0157  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DU0157  DYNAMIC HT  -        1205.445 (meters)    3954.86  (feet)  COMP
 DU0157  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 DU0157
 DU0157  VERT ORDER  -  SECOND    CLASS 0
 DU0157
 DU0157.The horizontal coordinates were scaled from a topographic map and have
 DU0157.an estimated accuracy of +/- 6 seconds.
 DU0157
 DU0157.The orthometric height was determined by differential leveling
 DU0157.and adjusted in June 1991.
 DU0157
 DU0157.The geoid height was determined by GEOID03.
 DU0157
 DU0157.The dynamic height is computed by dividing the NAVD 88
 DU0157.geopotential number by the normal gravity value computed on the
 DU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0157.degrees latitude (g = 980.6199 gals.).
 DU0157
 DU0157.The modeled gravity was interpolated from observed gravity values.
 DU0157
 DU0157;                    North         East    Units  Estimated Accuracy
 DU0157;SPC AZ E     -   262,610.      198,760.      MT  (+/- 180 meters Scaled)
 DU0157
 DU0157                          SUPERSEDED SURVEY CONTROL
 DU0157
 DU0157  NGVD 29 (??/??/92) 1206.500  (m)         3958.33   (f) ADJ UNCH    2 0
 DU0157
 DU0157.Superseded values are not recommended for survey control.
 DU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0157.See file dsdata.txt to determine how the superseded data were derived.
 DU0157
 DU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB629923(NAD 83)
 DU0157_MARKER: DB = BENCH MARK DISK
 DU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0157_STAMPING: F 149 1935
 DU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0157+STABILITY: SURFACE MOTION
 DU0157
 DU0157  HISTORY     - Date     Condition        Report By
 DU0157  HISTORY     - 1935     MONUMENTED       CGS
 DU0157  HISTORY     - 1935     GOOD             NGS
 DU0157
 DU0157                          STATION DESCRIPTION
 DU0157
 DU0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0157'2.0 MI S FROM SAN CARLOS.
 DU0157'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0157'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 9.7 MILES EAST
 DU0157'ALONG THE ASH CREEK RANCH ROAD, 250 YARDS EAST OF THE CENTER OF THE
 DU0157'CROSSING OF A DIRT ROAD, 60 FEET SOUTH OF A POLE LINE, AND 40 FEET
 DU0157'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 149
 DU0157'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0179 ***********************************************************************
 DU0179  DESIGNATION -  F 150
 DU0179  PID         -  DU0179
 DU0179  STATE/COUNTY-  AZ/GRAHAM
 DU0179  USGS QUAD   -  SAN CARLOS (1979)
 DU0179
 DU0179                         *CURRENT SURVEY CONTROL
 DU0179  ___________________________________________________________________
 DU0179* NAD 83(1986)-  33 15 51.     (N)    110 24 03.     (W)     SCALED    
 DU0179* NAVD 88     -       833.666  (meters)    2735.12   (feet)  ADJUSTED  
 DU0179  ___________________________________________________________________
 DU0179  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU0179  DYNAMIC HT  -         832.556 (meters)    2731.48  (feet)  COMP
 DU0179  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 DU0179
 DU0179  VERT ORDER  -  FIRST     CLASS II
 DU0179
 DU0179.The horizontal coordinates were scaled from a topographic map and have
 DU0179.an estimated accuracy of +/- 6 seconds.
 DU0179
 DU0179.The orthometric height was determined by differential leveling
 DU0179.and adjusted in June 1991.
 DU0179
 DU0179.The geoid height was determined by GEOID03.
 DU0179
 DU0179.The dynamic height is computed by dividing the NAVD 88
 DU0179.geopotential number by the normal gravity value computed on the
 DU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0179.degrees latitude (g = 980.6199 gals.).
 DU0179
 DU0179.The modeled gravity was interpolated from observed gravity values.
 DU0179
 DU0179;                    North         East    Units  Estimated Accuracy
 DU0179;SPC AZ E     -   251,070.      191,540.      MT  (+/- 180 meters Scaled)
 DU0179
 DU0179                          SUPERSEDED SURVEY CONTROL
 DU0179
 DU0179  NGVD 29 (??/??/92)  833.092  (m)         2733.24   (f) ADJ UNCH    1 2
 DU0179
 DU0179.Superseded values are not recommended for survey control.
 DU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0179.See file dsdata.txt to determine how the superseded data were derived.
 DU0179
 DU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB558807(NAD 83)
 DU0179_MARKER: DB = BENCH MARK DISK
 DU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0179_STAMPING: F 150 1935
 DU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0179+STABILITY: SURFACE MOTION
 DU0179
 DU0179  HISTORY     - Date     Condition        Report By
 DU0179  HISTORY     - 1935     MONUMENTED       CGS
 DU0179  HISTORY     - 1979     GOOD             NGS
 DU0179
 DU0179                          STATION DESCRIPTION
 DU0179
 DU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0179'7.2 MI S FROM SAN CARLOS.
 DU0179'IN GRAHAM COUNTY, 7.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0179'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, THENCE 2.1 MILES
 DU0179'NORTHEAST ALONG THE HACKBERRY WASH ROAD, 75 FEET NORTH OF THE CENTER
 DU0179'OF A ROAD CROSSING, AND 45 FEET WEST OF THE CENTERLINE OF THE
 DU0179'HACKBERRY WASH ROAD.  A STANDARD DISK, STAMPED F 150 1935 AND SET IN
 DU0179'THE TOP OF A CONCRETE POST.
 DU0179
 DU0179                          STATION RECOVERY (1979)
 DU0179
 DU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0179'ADD--THIS MARK CAN ALSO BE REACHED BY GOING 39.0 KILOMETERS (22.25
 DU0179'MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE NEW COUNTY COURTHOUSE
 DU0179'IN GLOBE, THENCE 3.5 KILOMETERS (2.2 MILES) SOUTH ALONG A DIRT ROAD
 DU0179'THE MARK IS 1 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0396 ***********************************************************************
 DT0396  DESIGNATION -  F 153
 DT0396  PID         -  DT0396
 DT0396  STATE/COUNTY-  AZ/GRAHAM
 DT0396  USGS QUAD   -  PARK CREEK CABINS (1989)
 DT0396
 DT0396                         *CURRENT SURVEY CONTROL
 DT0396  ___________________________________________________________________
 DT0396* NAD 83(1986)-  33 10 13.     (N)    109 44 18.     (W)     SCALED    
 DT0396* NAVD 88     -      1480.577  (meters)    4857.53   (feet)  ADJUSTED  
 DT0396  ___________________________________________________________________
 DT0396  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DT0396  DYNAMIC HT  -        1478.369 (meters)    4850.28  (feet)  COMP
 DT0396  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 DT0396
 DT0396  VERT ORDER  -  SECOND    CLASS 0
 DT0396
 DT0396.The horizontal coordinates were scaled from a topographic map and have
 DT0396.an estimated accuracy of +/- 6 seconds.
 DT0396
 DT0396.The orthometric height was determined by differential leveling
 DT0396.and adjusted in June 1991.
 DT0396
 DT0396.The geoid height was determined by GEOID03.
 DT0396
 DT0396.The dynamic height is computed by dividing the NAVD 88
 DT0396.geopotential number by the normal gravity value computed on the
 DT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0396.degrees latitude (g = 980.6199 gals.).
 DT0396
 DT0396.The modeled gravity was interpolated from observed gravity values.
 DT0396
 DT0396;                    North         East    Units  Estimated Accuracy
 DT0396;SPC AZ E     -   240,720.      253,310.      MT  (+/- 180 meters Scaled)
 DT0396
 DT0396                          SUPERSEDED SURVEY CONTROL
 DT0396
 DT0396  NGVD 29 (??/??/92) 1479.842  (m)         4855.11   (f) ADJ UNCH    2 0
 DT0396
 DT0396.Superseded values are not recommended for survey control.
 DT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0396.See file dsdata.txt to determine how the superseded data were derived.
 DT0396
 DT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB176708(NAD 83)
 DT0396_MARKER: DB = BENCH MARK DISK
 DT0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0396_STAMPING: F 153 1935
 DT0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0396+STABILITY: SURFACE MOTION
 DT0396
 DT0396  HISTORY     - Date     Condition        Report By
 DT0396  HISTORY     - 1935     MONUMENTED       CGS
 DT0396
 DT0396                          STATION DESCRIPTION
 DT0396
 DT0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0396'7.6 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0396'7.6 MI. NW ALONG ROAD TO ASH CREEK RANCH.  ABOUT 225 FT. NW OF WASH
 DT0396'CROSSING AND 64 FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0298 ***********************************************************************
 ET0298  DESIGNATION -  F 155
 ET0298  PID         -  ET0298
 ET0298  STATE/COUNTY-  AZ/YAVAPAI
 ET0298  USGS QUAD   -  JOES HILL (1969)
 ET0298
 ET0298                         *CURRENT SURVEY CONTROL
 ET0298  ___________________________________________________________________
 ET0298* NAD 83(1986)-  34 14 11.     (N)    112 02 22.     (W)     SCALED    
 ET0298* NAVD 88     -      1134.67   (+/-2cm)    3722.7    (feet)  VERTCON   
 ET0298  ___________________________________________________________________
 ET0298  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 ET0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0298
 ET0298.The horizontal coordinates were scaled from a topographic map and have
 ET0298.an estimated accuracy of +/- 6 seconds.
 ET0298
 ET0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0298.The vertical order pertains to the NGVD 29 superseded value.
 ET0298
 ET0298.The geoid height was determined by GEOID03.
 ET0298
 ET0298;                    North         East    Units  Estimated Accuracy
 ET0298;SPC AZ C     -   358,880.      202,050.      MT  (+/- 180 meters Scaled)
 ET0298
 ET0298                          SUPERSEDED SURVEY CONTROL
 ET0298
 ET0298  NGVD 29 (??/??/92) 1134.007  (m)         3720.49   (f) ADJ UNCH    2 0
 ET0298
 ET0298.Superseded values are not recommended for survey control.
 ET0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0298.See file dsdata.txt to determine how the superseded data were derived.
 ET0298
 ET0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC042888(NAD 83)
 ET0298_MARKER: DB = BENCH MARK DISK
 ET0298_SETTING: 66 = SET IN ROCK OUTCROP
 ET0298_SP_SET: OUTCROP
 ET0298_STAMPING: F 155 1935
 ET0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0298+STABILITY: POSITION/ELEVATION WELL
 ET0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0298+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0298
 ET0298  HISTORY     - Date     Condition        Report By
 ET0298  HISTORY     - 1935     MONUMENTED       CGS
 ET0298  HISTORY     - 1952     GOOD             NGS
 ET0298  HISTORY     - 20080125 GOOD             GEOCAC
 ET0298
 ET0298                          STATION DESCRIPTION
 ET0298
 ET0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0298'11.9 MI SE FROM CORDES.
 ET0298'11.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0298'CORDES, ABOUT 80 YARDS SOUTHWEST OF THE SUMMIT OF A SMALL GRADE, AT
 ET0298'THE SOUTHWEST EDGE OF A LOW MASSIVE OUTCROP, IN TOP OF A 4- FOOT BY
 ET0298'6-FOOT OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 105 FEET SOUTH OF
 ET0298'THE CENTER LINE OF AND ABOUT 2 FEET HILGHER THAN THE ROAD, 0.9 FOOT
 ET0298'NORTHEAST OF THE SOUTHWEST END OF AN OUTCROP.
 ET0298
 ET0298                          STATION RECOVERY (2008)
 ET0298
 ET0298'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0298'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0298'THE DESCRIPTION - THE MARK IS LOCATED 5.7 MILES SOUTHEAST ALONG BLOODY
 ET0298'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17. HANDHELD
 ET0298'COORDINATES
 ET0298'34 14 11.6 (N)   112 02 20.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1130 ***********************************************************************
 ET1130  DESIGNATION -  F 155
 ET1130  PID         -  ET1130
 ET1130  STATE/COUNTY-  AZ/YAVAPAI
 ET1130  USGS QUAD   -  JOES HILL (1969)
 ET1130
 ET1130                         *CURRENT SURVEY CONTROL
 ET1130  ___________________________________________________________________
 ET1130* NAD 83(1992)-  34 14 16.87213(N)    112 02 18.89980(W)     ADJUSTED  
 ET1130* NAVD 88     -      1141.16   (+/-2cm)    3744.0    (feet)  VERTCON   
 ET1130  ___________________________________________________________________
 ET1130  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 ET1130  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 ET1130  HORZ ORDER  -  THIRD
 ET1130  VERT ORDER  -  THIRD ? (See Below)
 ET1130
 ET1130.The horizontal coordinates were established by classical geodetic methods
 ET1130.and adjusted by the National Geodetic Survey in August 1993.
 ET1130
 ET1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1130.The vertical order pertains to the NGVD 29 superseded value.
 ET1130
 ET1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1130
 ET1130.The geoid height was determined by GEOID03.
 ET1130
 ET1130;                    North         East     Units Scale Factor Converg.
 ET1130;SPC AZ C     -   359,060.195   202,129.392   MT  0.99990155   -0 04 06.9
 ET1130;SPC AZ C     - 1,178,019.01    663,154.17   iFT  0.99990155   -0 04 06.9
 ET1130;UTM  12      - 3,789,035.434   404,355.486   MT  0.99971276   -0 35 03.8
 ET1130
 ET1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1130!SPC AZ C     -   0.99982514  x   0.99990155  =   0.99972670
 ET1130!UTM  12      -   0.99982514  x   0.99971276  =   0.99953795
 ET1130
 ET1130                          SUPERSEDED SURVEY CONTROL
 ET1130
 ET1130  NAD 83(1992)-  34 14 16.86666(N)    112 02 18.89918(W) AD(       ) 3
 ET1130  NGVD 29 (10/09/91) 1140.50   (m)         3741.8    (f) LEVELING    3  
 ET1130
 ET1130.Superseded values are not recommended for survey control.
 ET1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1130.See file dsdata.txt to determine how the superseded data were derived.
 ET1130
 ET1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0435589035(NAD 83)
 ET1130_MARKER: H = DRILL HOLE
 ET1130_SETTING: 80 = SET IN A BOULDER
 ET1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1130+STABILITY: SURFACE MOTION
 ET1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1130+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET1130
 ET1130  HISTORY     - Date     Condition        Report By
 ET1130  HISTORY     - 1966     MONUMENTED       USGS
 ET1130  HISTORY     - 20080125 GOOD             GEOCAC
 ET1130
 ET1130                          STATION DESCRIPTION
 ET1130
 ET1130'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ET1130'BM F 155 1935 DESCRIBED AS FOLLOWS--11.9 MI SE. ALONG
 ET1130'BLOODY BASIN RD. FROM GENERAL STORE AT CORDES.  ABOUT 80 YARDS SW.
 ET1130'OF SUMMIT OF SMALL GRADE AT SOUTHWEST EDGE OF LOW, MASSIVE
 ET1130'OUTCROP, 105 FT. S. OF CENTERLINE OF AND ABOUT 2 FT. HIGHER THAN
 ET1130'RD., 0.9 FT. NE. OF SOUTHWEST END OF OUTCROP.  IN TOP OF 4-FT. BY
 ET1130'6-FT. OUTCROP PROJECTING 2 FT. ABOVE GROUND.
 ET1130'
 ET1130'LOCATED 600 FT. NE. OF BM F 155 ON LARGE BOULDER.
 ET1130'
 ET1130'STATION MARK--DRILL HOLE IN ROCK.
 ET1130'
 ET1130'RMS--NONE SET.
 ET1130
 ET1130                          STATION RECOVERY (2008)
 ET1130
 ET1130'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET1130'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET1130'THE DESCRIPTION - THE MARK IS LOCATED 5.7 MILES SOUTHEAST ALONG BLOODY
 ET1130'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17, 450 FEET NORTH
 ET1130'OF THE ROAD. A MAG NAIL WAS FOUND DRIVEN INTO THE CENTER OF THE DRILL
 ET1130'HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0312 ***********************************************************************
 DU0312  DESIGNATION -  F 17
 DU0312  PID         -  DU0312
 DU0312  STATE/COUNTY-  AZ/GILA
 DU0312  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0312
 DU0312                         *CURRENT SURVEY CONTROL
 DU0312  ___________________________________________________________________
 DU0312* NAD 83(1986)-  33 32 52.     (N)    110 55 58.     (W)     SCALED    
 DU0312* NAVD 88     -      1213.767  (meters)    3982.17   (feet)  ADJUSTED  
 DU0312  ___________________________________________________________________
 DU0312  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DU0312  DYNAMIC HT  -        1212.110 (meters)    3976.73  (feet)  COMP
 DU0312  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 DU0312
 DU0312  VERT ORDER  -  FIRST     CLASS II
 DU0312
 DU0312.The horizontal coordinates were scaled from a topographic map and have
 DU0312.an estimated accuracy of +/- 6 seconds.
 DU0312
 DU0312.The orthometric height was determined by differential leveling
 DU0312.and adjusted in June 1991.
 DU0312
 DU0312.The geoid height was determined by GEOID03.
 DU0312
 DU0312.The dynamic height is computed by dividing the NAVD 88
 DU0312.geopotential number by the normal gravity value computed on the
 DU0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0312.degrees latitude (g = 980.6199 gals.).
 DU0312
 DU0312.The modeled gravity was interpolated from observed gravity values.
 DU0312
 DU0312;                    North         East    Units  Estimated Accuracy
 DU0312;SPC AZ E     -   282,760.      142,220.      MT  (+/- 180 meters Scaled)
 DU0312
 DU0312                          SUPERSEDED SURVEY CONTROL
 DU0312
 DU0312  NGVD 29 (??/??/92) 1213.135  (m)         3980.09   (f) ADJ UNCH    1 2
 DU0312
 DU0312.Superseded values are not recommended for survey control.
 DU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0312.See file dsdata.txt to determine how the superseded data were derived.
 DU0312
 DU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC062120(NAD 83)
 DU0312_MARKER: DB = BENCH MARK DISK
 DU0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0312_STAMPING: 3980.094 F 17 1933
 DU0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0312+STABILITY: SURFACE MOTION
 DU0312
 DU0312  HISTORY     - Date     Condition        Report By
 DU0312  HISTORY     - 1933     MONUMENTED       CGS
 DU0312  HISTORY     - 1934     GOOD             NGS
 DU0312  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0312
 DU0312                          STATION DESCRIPTION
 DU0312
 DU0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0312'16.4 MI N FROM GLOBE.
 DU0312'16.4 MILES NORTH ALONG THE APACHE TRAIL HIGHWAY GLOBE, GILA COUNTY,
 DU0312'NEAR THE SUMMIT OF A GRADE, 30 FEET NORTH OF THE CENTERLINE OF THE
 DU0312'HIGHWAY, AND 2 FEET SOUTH OF AN IRON POST MARKED HIGHEST POINT OF
 DU0312'TRAIL 3980 FEET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DU0312'INCHES ABOVE GROUND.
 DU0312
 DU0312                          STATION RECOVERY (1934)
 DU0312
 DU0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0312'RECOVERED IN GOOD CONDITION.
 DU0312
 DU0312                          STATION RECOVERY (1979)
 DU0312
 DU0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0312'NOTE=THIS AREA IS NOW A HIGHWAY TURNOUT. THE IRON
 DU0312'POST AND SIGN ARE REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0309 ***********************************************************************
 CZ0309  DESIGNATION -  F 19
 CZ0309  PID         -  CZ0309
 CZ0309  STATE/COUNTY-  AZ/PINAL
 CZ0309  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0309
 CZ0309                         *CURRENT SURVEY CONTROL
 CZ0309  ___________________________________________________________________
 CZ0309* NAD 83(1986)-  32 34 31.     (N)    110 55 11.     (W)     SCALED    
 CZ0309* NAVD 88     -      1056.19   (+/-2cm)    3465.2    (feet)  VERTCON   
 CZ0309  ___________________________________________________________________
 CZ0309  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CZ0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0309
 CZ0309.The horizontal coordinates were scaled from a topographic map and have
 CZ0309.an estimated accuracy of +/- 6 seconds.
 CZ0309
 CZ0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0309.The vertical order pertains to the NGVD 29 superseded value.
 CZ0309
 CZ0309.The geoid height was determined by GEOID03.
 CZ0309
 CZ0309;                    North         East    Units  Estimated Accuracy
 CZ0309;SPC AZ C     -   175,090.      306,960.      MT  (+/- 180 meters Scaled)
 CZ0309
 CZ0309                          SUPERSEDED SURVEY CONTROL
 CZ0309
 CZ0309  NGVD 29 (??/??/92) 1055.471  (m)         3462.82   (f) ADJ UNCH    2 0
 CZ0309
 CZ0309.Superseded values are not recommended for survey control.
 CZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0309.See file dsdata.txt to determine how the superseded data were derived.
 CZ0309
 CZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB075042(NAD 83)
 CZ0309_MARKER: DB = BENCH MARK DISK
 CZ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0309_SP_SET: MONUMENT
 CZ0309_STAMPING: F 19 1933
 CZ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0309
 CZ0309  HISTORY     - Date     Condition        Report By
 CZ0309  HISTORY     - 1933     MONUMENTED       CGS
 CZ0309  HISTORY     - 1962     GOOD             NGS
 CZ0309
 CZ0309                          STATION DESCRIPTION
 CZ0309
 CZ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0309'1.7 MI NE FROM ORACLE JUNCTION.
 CZ0309'1.7 MILE NORTHEAST ALONG STATE HIGHWAY 77 FROM ORACLE JUNCTION, 114
 CZ0309'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 77, 14.7 FEET NORTHWEST
 CZ0309'OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, A STANDARD DISK
 CZ0309'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 CZ0309'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0376 ***********************************************************************
 DU0376  HT_MOD      -  This is a Height Modernization Survey Station.
 DU0376  DESIGNATION -  F 20
 DU0376  PID         -  DU0376
 DU0376  STATE/COUNTY-  AZ/GILA
 DU0376  USGS QUAD   -  TONTO BASIN (1964)
 DU0376
 DU0376                         *CURRENT SURVEY CONTROL
 DU0376  ___________________________________________________________________
 DU0376* NAD 83(2007)-  33 48 33.78685(N)    111 17 01.92845(W)     ADJUSTED  
 DU0376* NAVD 88     -       720.78   (meters)    2364.8    (feet)  GPS OBS   
 DU0376  ___________________________________________________________________
 DU0376  EPOCH DATE  -        2007.00
 DU0376  X           -  -1,925,884.150 (meters)                     COMP
 DU0376  Y           -  -4,943,749.552 (meters)                     COMP
 DU0376  Z           -   3,529,284.125 (meters)                     COMP
 DU0376  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DU0376  ELLIP HEIGHT-         693.048 (meters)          (02/10/07) ADJUSTED
 DU0376  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DU0376
 DU0376  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0376  Type    PID    Designation                      North   East  Ellip
 DU0376  -------------------------------------------------------------------
 DU0376  NETWORK DU0376 F 20                              0.51   0.43   1.14
 DU0376  -------------------------------------------------------------------
 DU0376
 DU0376.The horizontal coordinates were established by GPS observations
 DU0376.and adjusted by the National Geodetic Survey in February 2007.
 DU0376
 DU0376.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0376.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0376.The horizontal coordinates are valid at the epoch date displayed above.
 DU0376.The epoch date for horizontal control is a decimal equivalence
 DU0376.of Year/Month/Day.
 DU0376
 DU0376.The orthometric height was determined by GPS observations and a
 DU0376.high-resolution geoid model.
 DU0376.The orthometric height was determined by GPS observations and a
 DU0376.high-resolution geoid model using precise GPS observation and
 DU0376.processing techniques. It supersedes the leveled height previously
 DU0376.determined for this station.
 DU0376
 DU0376.Photographs are available for this station.
 DU0376
 DU0376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0376
 DU0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0376
 DU0376.The ellipsoidal height was determined by GPS observations
 DU0376.and is referenced to NAD 83.
 DU0376
 DU0376.The geoid height was determined by GEOID03.
 DU0376
 DU0376;                    North         East     Units Scale Factor Converg.
 DU0376;SPC AZ E     -   312,074.012   109,925.360   MT  1.00003185   -0 37 18.1
 DU0376;SPC AZ E     - 1,023,864.87    360,647.51   iFT  1.00003185   -0 37 18.1
 DU0376;UTM  12      - 3,741,057.533   473,726.862   MT  0.99960851   -0 09 28.6
 DU0376
 DU0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0376!SPC AZ E     -   0.99989121  x   1.00003185  =   0.99992306
 DU0376!UTM  12      -   0.99989121  x   0.99960851  =   0.99949976
 DU0376
 DU0376|---------------------------------------------------------------------|
 DU0376| PID    Reference Object                     Distance      Geod. Az  |
 DU0376|                                                           dddmmss.s |
 DU0376| DU1622 F 20 RM 1                            21.437 METERS 04024     |
 DU0376| CH4349 F 20 RM 2                            19.128 METERS 30151     |
 DU0376| CH4348 F 20 AZ MK                                         3353647.1 |
 DU0376|---------------------------------------------------------------------|
 DU0376
 DU0376                          SUPERSEDED SURVEY CONTROL
 DU0376
 DU0376  NAD 83(1992)-  33 48 33.78651(N)    111 17 01.92796(W) AD(       ) A
 DU0376  ELLIP H (03/01/04)  693.061  (m)                       GP(       ) 4 1
 DU0376  NAD 83(1992)-  33 48 33.78553(N)    111 17 01.93571(W) AD(       ) 1
 DU0376  NAD 83(1986)-  33 48 33.77706(N)    111 17 01.93726(W) AD(       ) 1
 DU0376  NAD 27      -  33 48 33.61200(N)    111 16 59.47300(W) AD(       ) 1
 DU0376  NAVD 88 (06/15/91)  720.841  (m)         2364.96   (f) ADJUSTED    1 2
 DU0376  NGVD 29 (??/??/92)  720.231  (m)         2362.96   (f) ADJ UNCH    1 2
 DU0376
 DU0376.Superseded values are not recommended for survey control.
 DU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0376.See file dsdata.txt to determine how the superseded data were derived.
 DU0376
 DU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7372741058(NAD 83)
 DU0376_MARKER: DB = BENCH MARK DISK
 DU0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0376_STAMPING: 2362.958 F 20 1933
 DU0376_MARK LOGO: CGS   
 DU0376_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0376+STABILITY: SURFACE MOTION
 DU0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0376+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DU0376
 DU0376  HISTORY     - Date     Condition        Report By
 DU0376  HISTORY     - 1933     MONUMENTED       CGS
 DU0376  HISTORY     - 1934     GOOD             NGS
 DU0376  HISTORY     - 1946     GOOD             CGS
 DU0376  HISTORY     - 1983     GOOD             NGS
 DU0376  HISTORY     - 1983     GOOD             NGS
 DU0376  HISTORY     - 20030814 GOOD             AZ-007
 DU0376
 DU0376                          STATION DESCRIPTION
 DU0376
 DU0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0376'5.4 MI S FROM TONTA BASIN.
 DU0376'5.4 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM TONTO
 DU0376'BASIN, GILA COUNTY, ON A FLAT-TOPPED RIDGE AT THE SUMMIT OF A GRADE,
 DU0376'ON THE EAST SIDE OF A DRY CREEK, 18 FEET EAST OF A FENCE CORNER, AND
 DU0376'40 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DU0376'STAMPED 2362.958 F 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 DU0376'PROJECTING 6 INCHES ABOVE GROUND.
 DU0376
 DU0376                          STATION RECOVERY (1946)
 DU0376
 DU0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU0376'STATION IS LOCATED 5 MILES SSE OF TONTO, ARIZ., 13 MILES NW OF
 DU0376'ROOSEVELT, 1/2 MILE S OF CLINE CREEK AND ON E SIDE OF THE
 DU0376'ROOSEVELT-PAYSON HIGHWAY.
 DU0376'
 DU0376'TO REACH THE STATION FROM THE POST OFFICE IN TONTO, GO S ON THE
 DU0376'ROAD TO ROOSEVELT FOR 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 DU0376'OR EAST SIDE OF ROAD, CONTINUE ON ROOSEVELT ROAD FOR 0.9 MILES
 DU0376'TO VICINITY OF STATION ON LEFT OR EAST SIDE OF ROAD.
 DU0376'
 DU0376'STATION MARK IS A STANDARD USC AND GS BENCH MARK STAMPED--F 20
 DU0376'1933, AND IS SET IN THE TOP OF A 12 IN X
 DU0376'12 IN CONCRETE POST, TOP OF WHICH IS 6 INCHES ABOVE THE SURROUNDING
 DU0376'SURFACE.  THIS MARK IS APPROX. 12 METERS EAST OF CENTERLINE OF THE
 DU0376'ROOSEVELT-PAYSON ROAD, 6 METERS EAST OF A FENCE CORNER, 1/2 METER
 DU0376'SOUTH OF FENCE LINE, AND APPROX. ON SAME LEVEL WITH ROAD.
 DU0376'
 DU0376'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--BM F
 DU0376'20 NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU0376'TOP OF WHICH IS 4 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 DU0376'MARK IS NE OF STATION AND APPROX. 1 FT. BELOW STATION.
 DU0376'
 DU0376'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--BM F
 DU0376'20 NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 DU0376'TOP OF WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 DU0376'THIS MARK IS WNW OF STATION AND APPROX. ON SAME LEVEL WITH
 DU0376'STATION.
 DU0376'
 DU0376'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--BM F 20 1946,
 DU0376'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER.  THIS MARK IS
 DU0376'APPROX. 3/4 MILE NNW OF STATION, APPROX. 30 METERS EAST OF
 DU0376'CENTERLINE OF ROOSEVELT-PAYSON HIGHWAY, 2 METERS WEST OF A N-S
 DU0376'FENCE LINE, AND APPROX 30 METERS WEST OF A N-S TELEPHONE LINE.
 DU0376
 DU0376                          STATION RECOVERY (1983)
 DU0376
 DU0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (BWM)
 DU0376'BM F 20 1933, BM F 20 NO 1 1946 AND BM F 20 NO 2 1946 WERE RECOVERED
 DU0376'IN GOOD CONDITION.
 DU0376
 DU0376                          STATION RECOVERY (1983)
 DU0376
 DU0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0376'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0376'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU0376'PUNKIN CENTER, AT A FENCE CORNER ON A FLAT TOPPED RIDGE AT THE CREST
 DU0376'OF A SMALL GRADE, 0.4 KM (0.25 MI) EAST OF SYCAMORE CREEK, 0.3 KM (0.2
 DU0376'MI) NORTHWEST OF MILEPOST 257, 67.4 METERS (221 FT) NORTH OF THE NEW
 DU0376'HIGHWAY CENTERLINE, 12.2 METERS (40 FT) NORTHEAST OF THE CENTER OF THE
 DU0376'OLD HIGHWAY GRADE, 29.5 METERS (97 FT) NORTH OF THE RIGHT OF WAY
 DU0376'FENCE, 5.5 METERS (18 FT) EAST OF A FENCE CORNER, 0.7 METER (2 FT)
 DU0376'SOUTH OF AN OLD FENCE LINE.
 DU0376'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DU0376'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY GRADE.
 DU0376
 DU0376                          STATION RECOVERY (2003)
 DU0376
 DU0376'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU0376'NEW STATION DESCRIPTION  (2003)
 DU0376' 
 DU0376'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU0376' 
 DU0376'IN TONTO BASIN FROM THE INTERSECTION OF SR-188 AND THE SOUTH ENTRANCE
 DU0376'TO BUTCHER HOOK, TRAVEL 1.5 MILES SOUTH ON SR-188 TO A TURN OUT ON THE
 DU0376'RIGHT SIDE AT MP 257.  TRAVEL THROUGH AN UNLOCKED GATE AND FOLLOW THE
 DU0376'DIRT ROAD TO THE LEFT TO THE MONUMENT.
 DU0376' 
 DU0376'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1622 ***********************************************************************
 DU1622  DESIGNATION -  F 20 RM 1
 DU1622  PID         -  DU1622
 DU1622  STATE/COUNTY-  AZ/GILA
 DU1622  USGS QUAD   -  TONTO BASIN (1964)
 DU1622
 DU1622                         *CURRENT SURVEY CONTROL
 DU1622  ___________________________________________________________________
 DU1622* NAD 83(1986)-  33 48 33.     (N)    111 17 01.     (W)     SCALED    
 DU1622* NAVD 88     -       720.130  (meters)    2362.63   (feet)  ADJUSTED  
 DU1622  ___________________________________________________________________
 DU1622  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DU1622  DYNAMIC HT  -         719.208 (meters)    2359.60  (feet)  COMP
 DU1622  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 DU1622
 DU1622  VERT ORDER  -  FIRST     CLASS II
 DU1622
 DU1622.The horizontal coordinates were scaled from a topographic map and have
 DU1622.an estimated accuracy of +/- 6 seconds.
 DU1622
 DU1622.The orthometric height was determined by differential leveling
 DU1622.and adjusted in June 1991.
 DU1622
 DU1622.The geoid height was determined by GEOID03.
 DU1622
 DU1622.The dynamic height is computed by dividing the NAVD 88
 DU1622.geopotential number by the normal gravity value computed on the
 DU1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1622.degrees latitude (g = 980.6199 gals.).
 DU1622
 DU1622.The modeled gravity was interpolated from observed gravity values.
 DU1622
 DU1622;                    North         East    Units  Estimated Accuracy
 DU1622;SPC AZ E     -   312,050.      109,950.      MT  (+/- 180 meters Scaled)
 DU1622
 DU1622                          SUPERSEDED SURVEY CONTROL
 DU1622
 DU1622.No superseded survey control is available for this station.
 DU1622
 DU1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC737410(NAD 83)
 DU1622_MARKER: DR = REFERENCE MARK DISK
 DU1622_SETTING: 80 = SET IN A BOULDER
 DU1622_SP_SET: BOULDER
 DU1622_STAMPING: BM F 20 NO 1 1946
 DU1622_MARK LOGO: CGS   
 DU1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1622+STABILITY: SURFACE MOTION
 DU1622
 DU1622  HISTORY     - Date     Condition        Report By
 DU1622  HISTORY     - 1946     MONUMENTED       CGS
 DU1622  HISTORY     - 1983     GOOD             NGS
 DU1622
 DU1622                          STATION DESCRIPTION
 DU1622
 DU1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1622'8.0 KM (5.0 MI) SOUTH FROM PUNKIN CENTER.
 DU1622'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1622'PUNKIN CENTER, ON A FLAT TOPPED RIDGE AT THE CREST OF A SMALL GRADE,
 DU1622'88.7 METERS (291 FT) NORTH OF THE NEW HIGHWAY CENTERLINE, 34.1 METERS
 DU1622'(112 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY GRADE, 50.8 METERS
 DU1622'(167 FT) NORTH OF THE RIGHT OF WAY FENCE, 25.3 METERS (83 FT)
 DU1622'NORTHEAST OF A FENCE CORNER, 22.0 METERS (72 FT) NORTH OF THE STATION,
 DU1622'21.3 METERS (70 FT) NORTH OF THE OLD FENCE LINE.
 DU1622'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0412 ***********************************************************************
 DU0412  DESIGNATION -  F 21
 DU0412  PID         -  DU0412
 DU0412  STATE/COUNTY-  AZ/MARICOPA
 DU0412  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0412
 DU0412                         *CURRENT SURVEY CONTROL
 DU0412  ___________________________________________________________________
 DU0412* NAD 83(1986)-  33 34 04.     (N)    111 14 07.     (W)     SCALED    
 DU0412* NAVD 88     -       804.666  (meters)    2639.97   (feet)  ADJUSTED  
 DU0412  ___________________________________________________________________
 DU0412  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DU0412  DYNAMIC HT  -         803.628 (meters)    2636.57  (feet)  COMP
 DU0412  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 DU0412
 DU0412  VERT ORDER  -  FIRST     CLASS II
 DU0412
 DU0412.The horizontal coordinates were scaled from a topographic map and have
 DU0412.an estimated accuracy of +/- 6 seconds.
 DU0412
 DU0412.The orthometric height was determined by differential leveling
 DU0412.and adjusted in June 1991.
 DU0412
 DU0412.The geoid height was determined by GEOID03.
 DU0412
 DU0412.The dynamic height is computed by dividing the NAVD 88
 DU0412.geopotential number by the normal gravity value computed on the
 DU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0412.degrees latitude (g = 980.6199 gals.).
 DU0412
 DU0412.The modeled gravity was interpolated from observed gravity values.
 DU0412
 DU0412;                    North         East    Units  Estimated Accuracy
 DU0412;SPC AZ C     -   284,930.      276,620.      MT  (+/- 180 meters Scaled)
 DU0412
 DU0412                          SUPERSEDED SURVEY CONTROL
 DU0412
 DU0412  NGVD 29 (??/??/92)  804.049  (m)         2637.95   (f) ADJ UNCH    1 2
 DU0412
 DU0412.Superseded values are not recommended for survey control.
 DU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0412.See file dsdata.txt to determine how the superseded data were derived.
 DU0412
 DU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC781142(NAD 83)
 DU0412_MARKER: DB = BENCH MARK DISK
 DU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0412_STAMPING: F 21 1933
 DU0412_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0412+STABILITY: SURFACE MOTION
 DU0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0412+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0412
 DU0412  HISTORY     - Date     Condition        Report By
 DU0412  HISTORY     - 1933     MONUMENTED       CGS
 DU0412  HISTORY     - 1963     GOOD             NGS
 DU0412  HISTORY     - 1980     GOOD             NGS
 DU0412  HISTORY     - 20040403 GOOD             USPSQD
 DU0412  HISTORY     - 20060812 GOOD             GEOCAC
 DU0412  HISTORY     - 20080716 GOOD             GEOCAC
 DU0412
 DU0412                          STATION DESCRIPTION
 DU0412
 DU0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0412'14.2 MI SW FROM ROOSEVELT.
 DU0412'IN MARICOPA COUNTY, 14.2 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0412'ROOSEVELT, 0.4 MILE NORTH OF A ROAD LEADING TO APACHE LAKE FOREST
 DU0412'CAMP, 0.3 MILE SOUTH OF MILEPOST 230, 55.0 FEET NORTH OF THE
 DU0412'CENTERLINE OF THE HIGHWAY, 20.0 FEET NORTH OF THE NORTHWEST CORNER OF
 DU0412'A CONCRETE WATER TANK, LEVEL WITH THE HIGHWAY LEVEL, SET IN THE TOP OF
 DU0412'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND AND 2.2 FEET EAST
 DU0412'OF THE WHITE WOODEN WITNESS POST.
 DU0412
 DU0412                          STATION RECOVERY (1980)
 DU0412
 DU0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0412'19.3 KM (12.0 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0412'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.55 KM (0.35 MI)
 DU0412'SOUTHWEST OF HIGHWAY MILEPOST 230, 0.55 KM (0.35 MI) NORTHEAST OF THE
 DU0412'JUNCTION OF A ROAD TO APACHE LAKE, 16.7 METERS (55.0 FT) NORTHWEST OF
 DU0412'THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (20.0 FT) NORTHWEST OF
 DU0412'THE NORTH CORNER OF A CONCRETE WATERING TROUGH.
 DU0412'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU0412'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0412
 DU0412                          STATION RECOVERY (2004)
 DU0412
 DU0412'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0412'RECOVERED  AS DESCRIBED
 DU0412
 DU0412                          STATION RECOVERY (2006)
 DU0412
 DU0412'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0412'RECOVERED IN GOOD CONDITION.
 DU0412
 DU0412                          STATION RECOVERY (2008)
 DU0412
 DU0412'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0412'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES AS N
 DU0412'33 34.061 W 111
 DU0412'14.119.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0781 ***********************************************************************
 DU0781  DESIGNATION -  F 22
 DU0781  PID         -  DU0781
 DU0781  STATE/COUNTY-  AZ/MARICOPA
 DU0781  USGS QUAD   -  BUCKHORN (1982)
 DU0781
 DU0781                         *CURRENT SURVEY CONTROL
 DU0781  ___________________________________________________________________
 DU0781* NAD 83(1986)-  33 24 55.     (N)    111 43 10.     (W)     SCALED    
 DU0781* NAVD 88     -       410.30   (+/-2cm)    1346.1    (feet)  VERTCON   
 DU0781  ___________________________________________________________________
 DU0781  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0781
 DU0781.The horizontal coordinates were scaled from a topographic map and have
 DU0781.an estimated accuracy of +/- 6 seconds.
 DU0781
 DU0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0781.The vertical order pertains to the NGVD 29 superseded value.
 DU0781
 DU0781.The geoid height was determined by GEOID03.
 DU0781
 DU0781;                    North         East    Units  Estimated Accuracy
 DU0781;SPC AZ C     -   267,820.      231,700.      MT  (+/- 180 meters Scaled)
 DU0781
 DU0781                          SUPERSEDED SURVEY CONTROL
 DU0781
 DU0781  NGVD 29 (??/??/92)  409.774  (m)         1344.40   (f) ADJ UNCH    2 0
 DU0781
 DU0781.Superseded values are not recommended for survey control.
 DU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0781.See file dsdata.txt to determine how the superseded data were derived.
 DU0781
 DU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB331975(NAD 83)
 DU0781_MARKER: DB = BENCH MARK DISK
 DU0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0781_SP_SET: IRRIGATION CANAL
 DU0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0781
 DU0781  HISTORY     - Date     Condition        Report By
 DU0781  HISTORY     - UNK      MONUMENTED       CGS
 DU0781  HISTORY     - 1933     GOOD             NGS
 DU0781  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0781  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU0781  HISTORY     - 20071120 MARK NOT FOUND   GEOCAC
 DU0781
 DU0781                          STATION DESCRIPTION
 DU0781
 DU0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0781'6.2 MI E FROM MESA.
 DU0781'AT SIDE OF HIGHWAY, ON TOP OF CONCRETE CROSSCHECK OF IRRIGATION CANAL,
 DU0781'35 FEET SOUTH OF HIGHWAY CENTERLINE.
 DU0781
 DU0781                          STATION RECOVERY (1992)
 DU0781
 DU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0781'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 DU0781'DESTROYED.
 DU0781
 DU0781                          STATION RECOVERY (2006)
 DU0781
 DU0781'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0781'THIS EASTBOUND LANE OF MAIN STREET IS WIDER THEN 35 FEET. THE RAILING
 DU0781'ON THE BRIDGE THAT CROSSES THE CANAL IN THIS AREA HAS A DATE STAMP OF
 DU0781'1986.
 DU0781
 DU0781                          STATION RECOVERY (2007)
 DU0781
 DU0781'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0781'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0781'MARK.
 DU0781'THIRTY-FIVE FEET SOUTH OF THE HIGHWAY CENTERLINE IS NOW ABOUT THE
 DU0781'MIDDLE OF THE CURB LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0942 ***********************************************************************
 DU0942  DESIGNATION -  F 23
 DU0942  PID         -  DU0942
 DU0942  STATE/COUNTY-  AZ/MARICOPA
 DU0942  USGS QUAD   -  TEMPE (1982)
 DU0942
 DU0942                         *CURRENT SURVEY CONTROL
 DU0942  ___________________________________________________________________
 DU0942* NAD 83(1986)-  33 26 33.     (N)    111 58 33.     (W)     SCALED    
 DU0942* NAVD 88     -       353.97   (+/-2cm)    1161.3    (feet)  VERTCON   
 DU0942  ___________________________________________________________________
 DU0942  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0942
 DU0942.The horizontal coordinates were scaled from a topographic map and have
 DU0942.an estimated accuracy of +/- 6 seconds.
 DU0942
 DU0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0942.The vertical order pertains to the NGVD 29 superseded value.
 DU0942
 DU0942.The geoid height was determined by GEOID03.
 DU0942
 DU0942;                    North         East    Units  Estimated Accuracy
 DU0942;SPC AZ C     -   270,830.      207,860.      MT  (+/- 180 meters Scaled)
 DU0942
 DU0942                          SUPERSEDED SURVEY CONTROL
 DU0942
 DU0942  NGVD 29 (??/??/92)  353.317  (m)         1159.17   (f) ADJ UNCH    2 0
 DU0942
 DU0942.Superseded values are not recommended for survey control.
 DU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0942.See file dsdata.txt to determine how the superseded data were derived.
 DU0942
 DU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC092007(NAD 83)
 DU0942_MARKER: DB = BENCH MARK DISK
 DU0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0942_SP_SET: FOUNDATION
 DU0942_STAMPING: F 23 1933 1159.315
 DU0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0942
 DU0942  HISTORY     - Date     Condition        Report By
 DU0942  HISTORY     - 1933     MONUMENTED       CGS
 DU0942  HISTORY     - 1963     POOR             NGS
 DU0942  HISTORY     - 20061010 MARK NOT FOUND   GEOCAC
 DU0942
 DU0942                          STATION DESCRIPTION
 DU0942
 DU0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0942'2.3 MI W FROM TEMPE.
 DU0942'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TEMPE,
 DU0942'ABOUT 0.2 MILE EAST OF THE CROSSING OF SOUTH 48TH STREET, SET IN TOP
 DU0942'OF A SQUARE CONCRETE FOUNDATION BLOCK NORTH OF AN ABANDONED CEMENT
 DU0942'PLANT, 25 FEET SOUTH OF THE TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 DU0942'THE TRACK.  NOTE-- IT APPEARS THAT THE MARK HAS BEEN TAMPERED WITH AS
 DU0942'THE DISK IS LOOSE, AND ABOUT 1 INCH OF THE SHANK IS EXPOSED.
 DU0942
 DU0942                          STATION RECOVERY (2006)
 DU0942
 DU0942'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0942'NO FOUNDATION BLOCK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0924 ***********************************************************************
 DV0924  DESIGNATION -  F 24
 DV0924  PID         -  DV0924
 DV0924  STATE/COUNTY-  AZ/MARICOPA
 DV0924  USGS QUAD   -  WITTMANN (1981)
 DV0924
 DV0924                         *CURRENT SURVEY CONTROL
 DV0924  ___________________________________________________________________
 DV0924* NAD 83(1986)-  33 48 53.     (N)    112 34 31.     (W)     SCALED    
 DV0924* NAVD 88     -       569.155  (meters)    1867.30   (feet)  POSTED    
 DV0924  ___________________________________________________________________
 DV0924  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0924  DYNAMIC HT  -         568.480 (meters)    1865.09  (feet)  COMP
 DV0924  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 DV0924
 DV0924  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0924
 DV0924.The horizontal coordinates were scaled from a topographic map and have
 DV0924.an estimated accuracy of +/- 6 seconds.
 DV0924
 DV0924.The orthometric height was determined by differential leveling
 DV0924.and adjusted in November 2005.
 DV0924.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0924.was located on a no-check spur therefore a value was not computed.
 DV0924.No vertical observational check was made to the station.
 DV0924
 DV0924.The geoid height was determined by GEOID03.
 DV0924
 DV0924.The dynamic height is computed by dividing the NAVD 88
 DV0924.geopotential number by the normal gravity value computed on the
 DV0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0924.degrees latitude (g = 980.6199 gals.).
 DV0924
 DV0924.The modeled gravity was interpolated from observed gravity values.
 DV0924
 DV0924;                    North         East    Units  Estimated Accuracy
 DV0924;SPC AZ C     -   312,300.      152,390.      MT  (+/- 180 meters Scaled)
 DV0924
 DV0924                          SUPERSEDED SURVEY CONTROL
 DV0924
 DV0924  NGVD 29 (??/??/92)  568.619  (m)         1865.54   (f) ADJ UNCH    2 0
 DV0924
 DV0924.Superseded values are not recommended for survey control.
 DV0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0924.See file dsdata.txt to determine how the superseded data were derived.
 DV0924
 DV0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC542427(NAD 83)
 DV0924_MARKER: DB = BENCH MARK DISK
 DV0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0924_SP_SET: CULVERT
 DV0924_STAMPING: F 24 1933
 DV0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0924+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DV0924
 DV0924  HISTORY     - Date     Condition        Report By
 DV0924  HISTORY     - 1933     MONUMENTED       CGS
 DV0924  HISTORY     - 1939     GOOD             NGS
 DV0924  HISTORY     - 20070203 GOOD             GEOCAC
 DV0924
 DV0924                          STATION DESCRIPTION
 DV0924
 DV0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0924'3.7 MI SE FROM HOT SPRINGS JUNCTION.
 DV0924'3.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0924'FROM HOT SPRINGS JUNCTION, 0.2 MILE SOUTHEAST OF MILEPOST 154, NEAR
 DV0924'BIG CHIEF STORE, AT CULVERT B 155, AND IN THE TOP OF THE SOUTHWEST
 DV0924'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED F 24 1933.
 DV0924
 DV0924                          STATION RECOVERY (2007)
 DV0924
 DV0924'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0992 ***********************************************************************
 DV0992  DESIGNATION -  F 25
 DV0992  PID         -  DV0992
 DV0992  STATE/COUNTY-  AZ/MARICOPA
 DV0992  USGS QUAD   -  AGUILA (1990)
 DV0992
 DV0992                         *CURRENT SURVEY CONTROL
 DV0992  ___________________________________________________________________
 DV0992* NAD 83(1986)-  33 55 47.     (N)    113 14 19.     (W)     SCALED    
 DV0992* NAVD 88     -       660.35   (+/-2cm)    2166.5    (feet)  VERTCON   
 DV0992  ___________________________________________________________________
 DV0992  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0992
 DV0992.The horizontal coordinates were scaled from a topographic map and have
 DV0992.an estimated accuracy of +/- 6 seconds.
 DV0992
 DV0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0992.The vertical order pertains to the NGVD 29 superseded value.
 DV0992
 DV0992.The geoid height was determined by GEOID03.
 DV0992
 DV0992;                    North         East    Units  Estimated Accuracy
 DV0992;SPC AZ C     -   325,650.       91,140.      MT  (+/- 180 meters Scaled)
 DV0992
 DV0992                          SUPERSEDED SURVEY CONTROL
 DV0992
 DV0992  NGVD 29 (??/??/92)  659.653  (m)         2164.21   (f) ADJ UNCH    2 0
 DV0992
 DV0992.Superseded values are not recommended for survey control.
 DV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0992.See file dsdata.txt to determine how the superseded data were derived.
 DV0992
 DV0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC930566(NAD 83)
 DV0992_MARKER: DB = BENCH MARK DISK
 DV0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0992_STAMPING: F 25 1933
 DV0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0992+STABILITY: SURFACE MOTION
 DV0992
 DV0992  HISTORY     - Date     Condition        Report By
 DV0992  HISTORY     - 1933     MONUMENTED       CGS
 DV0992  HISTORY     - 1934     GOOD             NGS
 DV0992
 DV0992                          STATION DESCRIPTION
 DV0992
 DV0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0992'3.8 MI W FROM AGUILA.
 DV0992'3.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0992'AGUILA, MARICOPA COUNTY, 45 FEET NORTH OF MILEPOST 26, 85 FEET NORTH
 DV0992'OF THE CENTERLINE OF THE TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF
 DV0992'THE HIGHWAY.  A STANDARD DISK, STAMPED F 25 1933 AND SET IN THE TOP OF
 DV0992'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0044 ***********************************************************************
 FQ0044  DESIGNATION -  F 252
 FQ0044  PID         -  FQ0044
 FQ0044  STATE/COUNTY-  AZ/COCONINO
 FQ0044  USGS QUAD   -  TUCKER MESA (1983)
 FQ0044
 FQ0044                         *CURRENT SURVEY CONTROL
 FQ0044  ___________________________________________________________________
 FQ0044* NAD 83(1986)-  35 03 42.     (N)    110 49 02.     (W)     SCALED    
 FQ0044* NAVD 88     -      1514.484  (meters)    4968.77   (feet)  ADJUSTED  
 FQ0044  ___________________________________________________________________
 FQ0044  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0044  DYNAMIC HT  -        1512.474 (meters)    4962.18  (feet)  COMP
 FQ0044  MODELED GRAV-     979,254.0   (mgal)                       NAVD 88
 FQ0044
 FQ0044  VERT ORDER  -  SECOND    CLASS 0
 FQ0044
 FQ0044.The horizontal coordinates were scaled from a topographic map and have
 FQ0044.an estimated accuracy of +/- 6 seconds.
 FQ0044
 FQ0044.The orthometric height was determined by differential leveling
 FQ0044.and adjusted in June 1991.
 FQ0044
 FQ0044.The geoid height was determined by GEOID03.
 FQ0044
 FQ0044.The dynamic height is computed by dividing the NAVD 88
 FQ0044.geopotential number by the normal gravity value computed on the
 FQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0044.degrees latitude (g = 980.6199 gals.).
 FQ0044
 FQ0044.The modeled gravity was interpolated from observed gravity values.
 FQ0044
 FQ0044;                    North         East    Units  Estimated Accuracy
 FQ0044;SPC AZ C     -   450,970.      313,640.      MT  (+/- 180 meters Scaled)
 FQ0044
 FQ0044                          SUPERSEDED SURVEY CONTROL
 FQ0044
 FQ0044  NGVD 29 (??/??/92) 1513.715  (m)         4966.25   (f) ADJ UNCH    2 0
 FQ0044
 FQ0044.Superseded values are not recommended for survey control.
 FQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0044.See file dsdata.txt to determine how the superseded data were derived.
 FQ0044
 FQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD166798(NAD 83)
 FQ0044_MARKER: DB = BENCH MARK DISK
 FQ0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0044_SP_SET: BUILDING
 FQ0044_STAMPING: F 252 1939
 FQ0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0044
 FQ0044  HISTORY     - Date     Condition        Report By
 FQ0044  HISTORY     - 1939     MONUMENTED       CGS
 FQ0044  HISTORY     - 1956     MARK NOT FOUND   NGS
 FQ0044  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0044
 FQ0044                          STATION DESCRIPTION
 FQ0044
 FQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FQ0044'7.3 MI W FROM WINSLOW.
 FQ0044'IN COCONINO COUNTY, 7.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 FQ0044'SANTA FE RAILWAY FROM WINSLOW, NAVAJO COUNTY, 425 FEET WEST OF THE
 FQ0044'STATION SIGN AT MOQUI, 365 FEET WEST OF MILEPOST 293, 64 FEET NORTH OF
 FQ0044'THE CENTERLINE OF THE NORTH TRACK, IN THE SOUTH CONCRETE WALL OF A
 FQ0044'RAILROAD EMPLOYEE RESIDENCE, 0.6 FOOT EAST OF THE SOUTHWEST CORNER AND
 FQ0044'0.5 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 252 1939 AND
 FQ0044'SET VERTICALLY.
 FQ0044
 FQ0044                          STATION RECOVERY (1956)
 FQ0044
 FQ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FQ0044'MARK NOT FOUND.
 FQ0044
 FQ0044                          STATION RECOVERY (1983)
 FQ0044
 FQ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0565 ***********************************************************************
 FS0565  DESIGNATION -  F 253
 FS0565  PID         -  FS0565
 FS0565  STATE/COUNTY-  AZ/MOHAVE
 FS0565  USGS QUAD   -  KINGMAN (1980)
 FS0565
 FS0565                         *CURRENT SURVEY CONTROL
 FS0565  ___________________________________________________________________
 FS0565* NAD 83(1986)-  35 11 38.     (N)    114 04 21.     (W)     SCALED    
 FS0565* NAVD 88     -      1029.791  (meters)    3378.57   (feet)  POSTED    
 FS0565  ___________________________________________________________________
 FS0565  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0565  DYNAMIC HT  -        1028.580 (meters)    3374.60  (feet)  COMP
 FS0565  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 FS0565
 FS0565  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0565
 FS0565.The horizontal coordinates were scaled from a topographic map and have
 FS0565.an estimated accuracy of +/- 6 seconds.
 FS0565
 FS0565.The orthometric height was determined by differential leveling
 FS0565.and adjusted by the  in 1992.
 FS0565.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0565.rate of 4.1 thru 8.0 mm/km.
 FS0565
 FS0565.The geoid height was determined by GEOID03.
 FS0565
 FS0565.The dynamic height is computed by dividing the NAVD 88
 FS0565.geopotential number by the normal gravity value computed on the
 FS0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0565.degrees latitude (g = 980.6199 gals.).
 FS0565
 FS0565.The modeled gravity was interpolated from observed gravity values.
 FS0565
 FS0565;                    North         East    Units  Estimated Accuracy
 FS0565;SPC AZ W     -   465,150.      183,990.      MT  (+/- 180 meters Scaled)
 FS0565
 FS0565                          SUPERSEDED SURVEY CONTROL
 FS0565
 FS0565  NGVD 29 (??/??/92) 1029.001  (m)         3375.98   (f) ADJ UNCH    1 2
 FS0565
 FS0565.Superseded values are not recommended for survey control.
 FS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0565.See file dsdata.txt to determine how the superseded data were derived.
 FS0565
 FS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU665984(NAD 83)
 FS0565_MARKER: DB = BENCH MARK DISK
 FS0565_SETTING: 66 = SET IN ROCK OUTCROP
 FS0565_SP_SET: ROCK OUTCROP
 FS0565_STAMPING: F 253 1940
 FS0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0565+STABILITY: POSITION/ELEVATION WELL
 FS0565
 FS0565  HISTORY     - Date     Condition        Report By
 FS0565  HISTORY     - 1940     MONUMENTED       CGS
 FS0565  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0565  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0565
 FS0565                          STATION DESCRIPTION
 FS0565
 FS0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FS0565'1.1 MI W FROM KINGMAN.
 FS0565'1.1 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE ATCHISON, TOPEKA
 FS0565'AND SANTA FE RAILWAY STATION AT KINGMAN, 0.1 MILE WEST OF THE
 FS0565'AKRON HOTEL COTTAGE, 110 FEET SOUTHEAST OF A SMALL SERVICE
 FS0565'STATION, ON THE NORTHSIDE OF A SMALL RAVINE, 41 FEET SOUTH OF
 FS0565'THE CENTERLINE OF THE HIGHWAY, 10.8 FEET NORTH OF A HIGHWAY
 FS0565'RIGHT-OF-WAY POST STA 41-43, COUNTERSUNK IN THE TOP OF A ROCK
 FS0565'OUTCROP, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK STAMPED
 FS0565'F 253 1940.
 FS0565
 FS0565                          STATION RECOVERY (1966)
 FS0565
 FS0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0565'MARK NOT FOUND.
 FS0565
 FS0565                          STATION RECOVERY (1982)
 FS0565
 FS0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0565'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0364 ***********************************************************************
 FS0364  DESIGNATION -  F 254
 FS0364  PID         -  FS0364
 FS0364  STATE/COUNTY-  AZ/MOHAVE
 FS0364  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0364
 FS0364                         *CURRENT SURVEY CONTROL
 FS0364  ___________________________________________________________________
 FS0364* NAD 83(1986)-  35 32 36.     (N)    114 20 39.     (W)     SCALED    
 FS0364* NAVD 88     -       909.927  (meters)    2985.32   (feet)  ADJUSTED  
 FS0364  ___________________________________________________________________
 FS0364  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0364  DYNAMIC HT  -         908.889 (meters)    2981.91  (feet)  COMP
 FS0364  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 FS0364
 FS0364  VERT ORDER  -  FIRST     CLASS I
 FS0364
 FS0364.The horizontal coordinates were scaled from a topographic map and have
 FS0364.an estimated accuracy of +/- 6 seconds.
 FS0364
 FS0364.The orthometric height was determined by differential leveling
 FS0364.and adjusted in June 1991.
 FS0364
 FS0364.The geoid height was determined by GEOID03.
 FS0364
 FS0364.The dynamic height is computed by dividing the NAVD 88
 FS0364.geopotential number by the normal gravity value computed on the
 FS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0364.degrees latitude (g = 980.6199 gals.).
 FS0364
 FS0364.The modeled gravity was interpolated from observed gravity values.
 FS0364
 FS0364;                    North         East    Units  Estimated Accuracy
 FS0364;SPC AZ W     -   504,030.      159,480.      MT  (+/- 180 meters Scaled)
 FS0364
 FS0364                          SUPERSEDED SURVEY CONTROL
 FS0364
 FS0364  NGVD 29 (??/??/92)  909.158  (m)         2982.80   (f) ADJ UNCH    1 1
 FS0364
 FS0364.Superseded values are not recommended for survey control.
 FS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0364.See file dsdata.txt to determine how the superseded data were derived.
 FS0364
 FS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV407365(NAD 83)
 FS0364_MARKER: DB = BENCH MARK DISK
 FS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0364_STAMPING: F 254 1941
 FS0364_MARK LOGO: CGS   
 FS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0364+STABILITY: SURFACE MOTION
 FS0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0364+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 FS0364
 FS0364  HISTORY     - Date     Condition        Report By
 FS0364  HISTORY     - 1941     MONUMENTED       CGS
 FS0364  HISTORY     - 1950     GOOD             NGS
 FS0364  HISTORY     - 1978     GOOD             LOCSUR
 FS0364  HISTORY     - 1982     GOOD             NGS
 FS0364  HISTORY     - 19870112 GOOD             USPSQD
 FS0364  HISTORY     - 20051011 GOOD             NGS
 FS0364
 FS0364                          STATION DESCRIPTION
 FS0364
 FS0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0364'11.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0364'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0364'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 0.9 MILE NORTHEAST
 FS0364'ALONG A DIRT ROAD LEADING TO PIERCES FERRY, ABOUT 130 YARDS WEST
 FS0364'OF A MASONRY FIREPLACE AND CONCRETE FOUNDATION OF THE FORMER SITE
 FS0364'OF A HOUSE, 303 FEET NORTHWEST OF THE CENTER LINE OF A GRADED
 FS0364'ROAD PARALLELING THE ROAD, 77 1/2 FEET SOUTHEAST OF THE CENTER
 FS0364'LINE OF THE ROAD, 3.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 FS0364'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0364'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 FS0364
 FS0364                          STATION RECOVERY (1978)
 FS0364
 FS0364'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0364'RECOVERED IN GOOD CONDITION.
 FS0364
 FS0364                          STATION RECOVERY (1982)
 FS0364
 FS0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0364'RECOVERED IN GOOD CONDITION.
 FS0364
 FS0364                          STATION RECOVERY (1987)
 FS0364
 FS0364'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0364'RECOVERED IN GOOD CONDITION.
 FS0364
 FS0364                          STATION RECOVERY (2005)
 FS0364
 FS0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0364'PIERCES FERRY ROAD HAS BEEN PAVED AND STRAIGHTENED.  OLD ALIGNMENT IS
 FS0364'BARELY VISIBLE AT SITE.  STATION IS THE FENCED, GRAVEL YARD BEHIND
 FS0364'HOUSE AT 14345 PIERCES FERRY ROAD, ABOUT 8 M SE OF POWER POLE 00223,
 FS0364'ABOUT 8 M E OF CENTER OF BULLHEAD ROAD AND ABOUT 3 M SE OF FIBERGLASS
 FS0364'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0545 ***********************************************************************
 ET0545  DESIGNATION -  F 255
 ET0545  PID         -  ET0545
 ET0545  STATE/COUNTY-  AZ/YAVAPAI
 ET0545  USGS QUAD   -  SIMMONS (1979)
 ET0545
 ET0545                         *CURRENT SURVEY CONTROL
 ET0545  ___________________________________________________________________
 ET0545* NAD 83(1986)-  34 49 05.     (N)    112 37 55.     (W)     SCALED    
 ET0545* NAVD 88     -      1387.941  (meters)    4553.60   (feet)  POSTED    
 ET0545  ___________________________________________________________________
 ET0545  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0545  DYNAMIC HT  -        1386.120 (meters)    4547.63  (feet)  COMP
 ET0545  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 ET0545
 ET0545  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0545
 ET0545.The horizontal coordinates were scaled from a topographic map and have
 ET0545.an estimated accuracy of +/- 6 seconds.
 ET0545
 ET0545.The orthometric height was determined by differential leveling
 ET0545.and adjusted in November 2005.
 ET0545.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0545.rate of 0.0 thru 1.0 mm/km.
 ET0545
 ET0545.The geoid height was determined by GEOID03.
 ET0545
 ET0545.The dynamic height is computed by dividing the NAVD 88
 ET0545.geopotential number by the normal gravity value computed on the
 ET0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0545.degrees latitude (g = 980.6199 gals.).
 ET0545
 ET0545.The modeled gravity was interpolated from observed gravity values.
 ET0545
 ET0545;                    North         East    Units  Estimated Accuracy
 ET0545;SPC AZ C     -   423,630.      147,930.      MT  (+/- 180 meters Scaled)
 ET0545
 ET0545                          SUPERSEDED SURVEY CONTROL
 ET0545
 ET0545  NGVD 29 (??/??/92) 1387.142  (m)         4550.98   (f) ADJ UNCH    2 0
 ET0545
 ET0545.Superseded values are not recommended for survey control.
 ET0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0545.See file dsdata.txt to determine how the superseded data were derived.
 ET0545
 ET0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD507540(NAD 83)
 ET0545_MARKER: DB = BENCH MARK DISK
 ET0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0545_SP_SET: CURB
 ET0545_STAMPING: F 255 1941
 ET0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0545+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0545
 ET0545  HISTORY     - Date     Condition        Report By
 ET0545  HISTORY     - 1941     MONUMENTED       CGS
 ET0545  HISTORY     - 1974     GOOD             USGS
 ET0545  HISTORY     - 20080823 GOOD             GEOCAC
 ET0545
 ET0545                          STATION DESCRIPTION
 ET0545
 ET0545'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0545'IN SIMMONS.
 ET0545'AT SIMMONS, AT THE CONCRETE BRIDGE OVER WILLIAMSON VALLEY WASH, IN THE
 ET0545'CONCRETE CURB AT THE SOUTHEAST END, 12 FEET EAST OF THE CENTER LINE OF
 ET0545'THE ROAD, 14 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, 1 FOOT
 ET0545'WEST OF A BRONZE COUNTY NAME PLATE, AND ABOUT 0.4 FOOT HIGHER THAN THE
 ET0545'ROAD.  A STANDARD USC AND GS DISK STAMPED F 255 1941.
 ET0545
 ET0545                          STATION RECOVERY (2008)
 ET0545
 ET0545'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0415 ***********************************************************************
 GR0415  DESIGNATION -  F 256
 GR0415  PID         -  GR0415
 GR0415  STATE/COUNTY-  AZ/MOHAVE
 GR0415  USGS QUAD   -  BONELLI BAY (1983)
 GR0415
 GR0415                         *CURRENT SURVEY CONTROL
 GR0415  ___________________________________________________________________
 GR0415* NAD 83(1986)-  36 03 08.     (N)    114 27 42.     (W)     SCALED    
 GR0415* NAVD 88     -       362.399  (meters)    1188.97   (feet)  POSTED    
 GR0415  ___________________________________________________________________
 GR0415  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR0415  DYNAMIC HT  -         362.040 (meters)    1187.79  (feet)  COMP
 GR0415  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 GR0415
 GR0415  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0415
 GR0415.The horizontal coordinates were scaled from a topographic map and have
 GR0415.an estimated accuracy of +/- 6 seconds.
 GR0415
 GR0415.The orthometric height was determined by differential leveling
 GR0415.and adjusted by the  in 1992.
 GR0415.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0415.was located on a no-check spur therefore a value was not computed.
 GR0415.No vertical observational check was made to the station.
 GR0415
 GR0415.The geoid height was determined by GEOID03.
 GR0415
 GR0415.The dynamic height is computed by dividing the NAVD 88
 GR0415.geopotential number by the normal gravity value computed on the
 GR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0415.degrees latitude (g = 980.6199 gals.).
 GR0415
 GR0415.The modeled gravity was interpolated from observed gravity values.
 GR0415
 GR0415;                    North         East    Units  Estimated Accuracy
 GR0415;SPC AZ W     -   560,560.      149,240.      MT  (+/- 180 meters Scaled)
 GR0415
 GR0415                          SUPERSEDED SURVEY CONTROL
 GR0415
 GR0415  NGVD 29 (??/??/92)  361.686  (m)         1186.63   (f) ADJ UNCH    1 1
 GR0415
 GR0415.Superseded values are not recommended for survey control.
 GR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0415.See file dsdata.txt to determine how the superseded data were derived.
 GR0415
 GR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV286927(NAD 83)
 GR0415_MARKER: DB = BENCH MARK DISK
 GR0415_SETTING: 80 = SET IN A BOULDER
 GR0415_SP_SET: BOULDER
 GR0415_STAMPING: F 256 1940
 GR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0415+STABILITY: SURFACE MOTION
 GR0415
 GR0415  HISTORY     - Date     Condition        Report By
 GR0415  HISTORY     - 1940     MONUMENTED       CGS
 GR0415  HISTORY     - 1950     POOR             NGS
 GR0415  HISTORY     - 1963     POOR             NGS
 GR0415
 GR0415                          STATION DESCRIPTION
 GR0415
 GR0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0415'IN MOUTH OF DETRITAL WASH.
 GR0415'AT THE MOUTH OF DETRITAL WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE
 GR0415'EAST EDGE OF THE WASH, ON THE WEST SLOPE OF THE NORTHWEST END OF A
 GR0415'RIDGE BETWEEN TWO DEEP RAVINES, 129.2 FEET WEST OF B.M. P 289, IN THE
 GR0415'TOP OF A SMALL UNEMBEDDED BOULDER, AND ABOUT 20 FEET HIGHER THAN THE
 GR0415'BED OF THE WASH.  NOTE-- THE BOULDER IN WHICH THIS MARK WAS SET HAS
 GR0415'BEEN UNDERMINED BY THE WATERS OF LAKE MEAD AND HAS SETTLED SO THAT THE
 GR0415'DISK IS NOW SETTING AT AN ANGLE.
 GR0415
 GR0415                          STATION RECOVERY (1963)
 GR0415
 GR0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0415'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0266 ***********************************************************************
 FR0266  DESIGNATION -  F 257
 FR0266  PID         -  FR0266
 FR0266  STATE/COUNTY-  AZ/YAVAPAI
 FR0266  USGS QUAD   -  PURCELL CANYON (1973)
 FR0266
 FR0266                         *CURRENT SURVEY CONTROL
 FR0266  ___________________________________________________________________
 FR0266* NAD 83(1986)-  35 08 00.     (N)    112 53 48.     (W)     SCALED    
 FR0266* NAVD 88     -      1609.99   (+/-2cm)    5282.1    (feet)  VERTCON   
 FR0266  ___________________________________________________________________
 FR0266  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FR0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0266
 FR0266.The horizontal coordinates were scaled from a topographic map and have
 FR0266.an estimated accuracy of +/- 6 seconds.
 FR0266
 FR0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0266.The vertical order pertains to the NGVD 29 superseded value.
 FR0266
 FR0266.The geoid height was determined by GEOID03.
 FR0266
 FR0266;                    North         East    Units  Estimated Accuracy
 FR0266;SPC AZ C     -   458,810.      124,050.      MT  (+/- 180 meters Scaled)
 FR0266
 FR0266                          SUPERSEDED SURVEY CONTROL
 FR0266
 FR0266  NGVD 29 (??/??/92) 1609.072  (m)         5279.10   (f) ADJ UNCH    2 0
 FR0266
 FR0266.Superseded values are not recommended for survey control.
 FR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0266.See file dsdata.txt to determine how the superseded data were derived.
 FR0266
 FR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD271894(NAD 83)
 FR0266_MARKER: DB = BENCH MARK DISK
 FR0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0266_STAMPING: F 257 1941
 FR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0266+STABILITY: SURFACE MOTION
 FR0266
 FR0266  HISTORY     - Date     Condition        Report By
 FR0266  HISTORY     - 1941     MONUMENTED       CGS
 FR0266  HISTORY     - 1973     GOOD             USGS
 FR0266
 FR0266                          STATION DESCRIPTION
 FR0266
 FR0266'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0266'16.5 MI SE FROM SELIGMAN.
 FR0266'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0266'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0266'15.6 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, 47 FT.
 FR0266'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION AND ABOUT LEVEL WITH
 FR0266'THE ROAD.  A STANDARD DISK, STAMPED F 257 1941 AND SET IN THE TOP OF A
 FR0266'CONCRETE POST PROJECTING 0.7 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0502 ***********************************************************************
 DV0502  DESIGNATION -  F 259
 DV0502  PID         -  DV0502
 DV0502  STATE/COUNTY-  AZ/MARICOPA
 DV0502  USGS QUAD   -  TOLLESON (1982)
 DV0502
 DV0502                         *CURRENT SURVEY CONTROL
 DV0502  ___________________________________________________________________
 DV0502* NAD 83(1986)-  33 29 56.     (N)    112 21 45.     (W)     SCALED    
 DV0502* NAVD 88     -       318.74   (+/-2cm)    1045.7    (feet)  VERTCON   
 DV0502  ___________________________________________________________________
 DV0502  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0502
 DV0502.The horizontal coordinates were scaled from a topographic map and have
 DV0502.an estimated accuracy of +/- 6 seconds.
 DV0502
 DV0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0502.The vertical order pertains to the NGVD 29 superseded value.
 DV0502
 DV0502.The geoid height was determined by GEOID03.
 DV0502
 DV0502;                    North         East    Units  Estimated Accuracy
 DV0502;SPC AZ C     -   277,170.      171,940.      MT  (+/- 180 meters Scaled)
 DV0502
 DV0502                          SUPERSEDED SURVEY CONTROL
 DV0502
 DV0502  NGVD 29 (??/??/92)  318.180  (m)         1043.90   (f) ADJ UNCH    2 0
 DV0502
 DV0502.Superseded values are not recommended for survey control.
 DV0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0502.See file dsdata.txt to determine how the superseded data were derived.
 DV0502
 DV0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC734074(NAD 83)
 DV0502_MARKER: DB = BENCH MARK DISK
 DV0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0502_STAMPING: F 259 1945
 DV0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0502+STABILITY: SURFACE MOTION
 DV0502
 DV0502  HISTORY     - Date     Condition        Report By
 DV0502  HISTORY     - 1945     MONUMENTED       CGS
 DV0502  HISTORY     - 1960     GOOD             NGS
 DV0502  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DV0502
 DV0502                          STATION DESCRIPTION
 DV0502
 DV0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0502'IN LITCHFIELD AIRPORT.
 DV0502'AT LITCHFIELD AIRPORT, MARICOPA COUNTY, 0.2 MILE EAST OF THE HANGAR,
 DV0502'AT THE SOUTHEAST CORNER OF THE LANDING FIELD, 42 FEET NORTH OF THE
 DV0502'CENTERLINE OF THE ROAD ALONG THE SOUTH SIDE OF THE FIELD, 32 FEET WEST
 DV0502'OF THE CENTERLINE OF THE ROAD ALONG THE EAST SIDE OF THE FIELD, 3.2
 DV0502'FEET WEST OF A POLE, AND 1.4 FEET NORTH OF A WHITE WOODEN WITNESS
 DV0502'POST.  A STANDARD DISK, STAMPED F 259 1945 AND SET IN THE TOP OF A
 DV0502'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0502
 DV0502                          STATION RECOVERY (1960)
 DV0502
 DV0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0502'RECOVERED IN GOOD CONDITION.
 DV0502
 DV0502                          STATION RECOVERY (2007)
 DV0502
 DV0502'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0502'THE DESCRIBED LOCATION IS NOW A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0423 ***********************************************************************
 ET0423  DESIGNATION -  F 26
 ET0423  PID         -  ET0423
 ET0423  STATE/COUNTY-  AZ/YAVAPAI
 ET0423  USGS QUAD   -  DATE (1969)
 ET0423
 ET0423                         *CURRENT SURVEY CONTROL
 ET0423  ___________________________________________________________________
 ET0423* NAD 83(1986)-  34 21 48.     (N)    112 54 36.     (W)     SCALED    
 ET0423* NAVD 88     -      1114.996  (meters)    3658.12   (feet)  POSTED    
 ET0423  ___________________________________________________________________
 ET0423  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 ET0423  DYNAMIC HT  -        1113.560 (meters)    3653.40  (feet)  COMP
 ET0423  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 ET0423
 ET0423  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0423
 ET0423.The horizontal coordinates were scaled from a topographic map and have
 ET0423.an estimated accuracy of +/- 6 seconds.
 ET0423
 ET0423.The orthometric height was determined by differential leveling
 ET0423.and adjusted in November 2005.
 ET0423.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0423.rate of 1.1 thru 2.0 mm/km.
 ET0423
 ET0423.The geoid height was determined by GEOID03.
 ET0423
 ET0423.The dynamic height is computed by dividing the NAVD 88
 ET0423.geopotential number by the normal gravity value computed on the
 ET0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0423.degrees latitude (g = 980.6199 gals.).
 ET0423
 ET0423.The modeled gravity was interpolated from observed gravity values.
 ET0423
 ET0423;                    North         East    Units  Estimated Accuracy
 ET0423;SPC AZ C     -   373,400.      121,990.      MT  (+/- 180 meters Scaled)
 ET0423
 ET0423                          SUPERSEDED SURVEY CONTROL
 ET0423
 ET0423  NGVD 29 (??/??/92) 1114.242  (m)         3655.64   (f) ADJ UNCH    2 0
 ET0423
 ET0423.Superseded values are not recommended for survey control.
 ET0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0423.See file dsdata.txt to determine how the superseded data were derived.
 ET0423
 ET0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD243040(NAD 83)
 ET0423_MARKER: DB = BENCH MARK DISK
 ET0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0423_SP_SET: CULVERT
 ET0423_STAMPING: F 26 1933
 ET0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0423+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0423
 ET0423  HISTORY     - Date     Condition        Report By
 ET0423  HISTORY     - 1933     MONUMENTED       CGS
 ET0423  HISTORY     - 20080803 GOOD             GEOCAC
 ET0423
 ET0423                          STATION DESCRIPTION
 ET0423
 ET0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0423'3.9 MI N FROM DATE.
 ET0423'ON A.T. AND S.F. RIGHT OF WAY, 250 FEET SOUTHEAST OF MILEPOST 106, ON
 ET0423'TOP OF SOUTHWESTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-107.
 ET0423
 ET0423                          STATION RECOVERY (2008)
 ET0423
 ET0423'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0423'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0423'21.804' W112 54.600'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0366 ***********************************************************************
 CZ0366  DESIGNATION -  F 260
 CZ0366  PID         -  CZ0366
 CZ0366  STATE/COUNTY-  AZ/PINAL
 CZ0366  USGS QUAD   -  RED ROCK (1993)
 CZ0366
 CZ0366                         *CURRENT SURVEY CONTROL
 CZ0366  ___________________________________________________________________
 CZ0366* NAD 83(1986)-  32 30 12.     (N)    111 20 19.     (W)     SCALED    
 CZ0366* NAVD 88     -       572.44   (+/-2cm)    1878.1    (feet)  VERTCON   
 CZ0366  ___________________________________________________________________
 CZ0366  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0366
 CZ0366.The horizontal coordinates were scaled from a topographic map and have
 CZ0366.an estimated accuracy of +/- 6 seconds.
 CZ0366
 CZ0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0366.The vertical order pertains to the NGVD 29 superseded value.
 CZ0366
 CZ0366.The geoid height was determined by GEOID03.
 CZ0366
 CZ0366;                    North         East    Units  Estimated Accuracy
 CZ0366;SPC AZ C     -   166,820.      267,680.      MT  (+/- 180 meters Scaled)
 CZ0366
 CZ0366                          SUPERSEDED SURVEY CONTROL
 CZ0366
 CZ0366  NGVD 29 (??/??/92)  571.968  (m)         1876.53   (f) ADJ UNCH    1 2
 CZ0366
 CZ0366.Superseded values are not recommended for survey control.
 CZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0366.See file dsdata.txt to determine how the superseded data were derived.
 CZ0366
 CZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA681962(NAD 83)
 CZ0366_MARKER: DB = BENCH MARK DISK
 CZ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0366_STAMPING: F 260 1945
 CZ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0366+STABILITY: SURFACE MOTION
 CZ0366
 CZ0366  HISTORY     - Date     Condition        Report By
 CZ0366  HISTORY     - 1945     MONUMENTED       CGS
 CZ0366
 CZ0366                          STATION DESCRIPTION
 CZ0366
 CZ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0366'IN MARANA AIRPORT.
 CZ0366'AT MARANA AIRPORT, AT THE WEST END OF THE EAST-AND-WEST RUNWAY, 4.7
 CZ0366'FEET NORTH OF THE NORTHWEST CORNER, AND 3 FEET NORTHEAST OF THE
 CZ0366'NORTHEAST CORNER OF THE CONCRETE BASE OF THE RUNWAY LIGHT.  A STANDARD
 CZ0366'DISK, STAMPED F 260 1945 AND SET IN THE TOP OF A CONCRETE POST
 CZ0366'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0177 ***********************************************************************
 CG0177  DESIGNATION -  F 261
 CG0177  PID         -  CG0177
 CG0177  STATE/COUNTY-  AZ/COCHISE
 CG0177  USGS QUAD   -  HEREFORD (1983)
 CG0177
 CG0177                         *CURRENT SURVEY CONTROL
 CG0177  ___________________________________________________________________
 CG0177* NAD 83(1986)-  31 25 51.     (N)    110 07 20.     (W)     SCALED    
 CG0177* NAVD 88     -      1298.68   (+/-2cm)    4260.8    (feet)  VERTCON   
 CG0177  ___________________________________________________________________
 CG0177  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0177
 CG0177.The horizontal coordinates were scaled from a topographic map and have
 CG0177.an estimated accuracy of +/- 6 seconds.
 CG0177
 CG0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0177.The vertical order pertains to the NGVD 29 superseded value.
 CG0177
 CG0177.The geoid height was determined by GEOID03.
 CG0177
 CG0177;                    North         East    Units  Estimated Accuracy
 CG0177;SPC AZ E     -    47,760.      217,590.      MT  (+/- 180 meters Scaled)
 CG0177
 CG0177                          SUPERSEDED SURVEY CONTROL
 CG0177
 CG0177  NGVD 29 (??/??/92) 1297.825  (m)         4257.95   (f) ADJ UNCH    2 0
 CG0177
 CG0177.Superseded values are not recommended for survey control.
 CG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0177.See file dsdata.txt to determine how the superseded data were derived.
 CG0177
 CG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV834776(NAD 83)
 CG0177_MARKER: DB = BENCH MARK DISK
 CG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0177_STAMPING: F 261 1945
 CG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0177+STABILITY: SURFACE MOTION
 CG0177
 CG0177  HISTORY     - Date     Condition        Report By
 CG0177  HISTORY     - 1945     MONUMENTED       CGS
 CG0177
 CG0177                          STATION DESCRIPTION
 CG0177
 CG0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0177'0.9 MI N FROM HEREFORD AAF.
 CG0177'0.9 MILE NORTH ALONG A COUNTY ROAD FROM THE MAIN GATE AT HEREFORD ARMY
 CG0177'AIR FIELD, COCHISE COUNTY, 82 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CG0177'AT THE NORTHEAST CORNER OF THE BOUNDARY FENCE SURROUNDING THE AIR
 CG0177'FIELD, 4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE, 3.4 FEET
 CG0177'EAST OF THE EAST BOUNDARY FENCE, AND 1.8 FEET NORTH OF A WHITE WOODEN
 CG0177'WITNESS POST.  A STANDARD DISK, STAMPED F 261 1945 AND SET IN THE TOP
 CG0177'OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0042 ***********************************************************************
 ET0042  DESIGNATION -  F 262
 ET0042  PID         -  ET0042
 ET0042  STATE/COUNTY-  AZ/YAVAPAI
 ET0042  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0042
 ET0042                         *CURRENT SURVEY CONTROL
 ET0042  ___________________________________________________________________
 ET0042* NAD 83(1986)-  34 39 05.     (N)    112 25 47.     (W)     SCALED    
 ET0042* NAVD 88     -      1527.53   (+/-2cm)    5011.6    (feet)  VERTCON   
 ET0042  ___________________________________________________________________
 ET0042  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 ET0042  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0042
 ET0042.This mark is at Ernest A Love Field Airport (PRC)
 ET0042
 ET0042.The horizontal coordinates were scaled from a topographic map and have
 ET0042.an estimated accuracy of +/- 6 seconds.
 ET0042
 ET0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0042.The vertical order pertains to the NGVD 29 superseded value.
 ET0042
 ET0042.The geoid height was determined by GEOID03.
 ET0042
 ET0042;                    North         East    Units  Estimated Accuracy
 ET0042;SPC AZ C     -   405,020.      166,330.      MT  (+/- 180 meters Scaled)
 ET0042
 ET0042                          SUPERSEDED SURVEY CONTROL
 ET0042
 ET0042  NGVD 29 (??/??/92) 1526.656  (m)         5008.70   (f) ADJ UNCH    1 2
 ET0042
 ET0042.Superseded values are not recommended for survey control.
 ET0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0042.See file dsdata.txt to determine how the superseded data were derived.
 ET0042
 ET0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD689353(NAD 83)
 ET0042_MARKER: DB = BENCH MARK DISK
 ET0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0042_STAMPING: F 262 1945
 ET0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0042+STABILITY: SURFACE MOTION
 ET0042
 ET0042  HISTORY     - Date     Condition        Report By
 ET0042  HISTORY     - 1945     MONUMENTED       CGS
 ET0042  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0042  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 ET0042
 ET0042                          STATION DESCRIPTION
 ET0042
 ET0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ET0042'IN ERNEST A. LOVE AIRPORT.
 ET0042'AT THE ERNEST A. LOVE AIRPORT, SET AT THE WEST CORNER OF THE PARKING
 ET0042'APRON, ABOUT 275 FEET NORTHEAST OF THE SOUTHWEST HANGAR, 63.3 FEET
 ET0042'EAST OF THE EAST CORNER OF THE MANAGERS OFFICE, 1.2 FEET NORTH OF THE
 ET0042'WEST CORNER OF THE APRON.  BRONZE BENCH MARK DISK SET IN TOP OF A
 ET0042'CONCRETE POST POURED IN THE FIELD AND LEVEL WITH THE GROUND.
 ET0042
 ET0042                          STATION RECOVERY (1973)
 ET0042
 ET0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0042'MARK NOT FOUND.
 ET0042
 ET0042                          STATION RECOVERY (1995)
 ET0042
 ET0042'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0042'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 ET0042'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0728 ***********************************************************************
 DV0728  DESIGNATION -  F 264
 DV0728  PID         -  DV0728
 DV0728  STATE/COUNTY-  AZ/MARICOPA
 DV0728  USGS QUAD   -  BUCKEYE NW (1982)
 DV0728
 DV0728                         *CURRENT SURVEY CONTROL
 DV0728  ___________________________________________________________________
 DV0728* NAD 83(1986)-  33 24 49.     (N)    112 40 39.     (W)     SCALED    
 DV0728* NAVD 88     -       303.47   (+/-2cm)     995.6    (feet)  VERTCON   
 DV0728  ___________________________________________________________________
 DV0728  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV0728  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0728
 DV0728.The horizontal coordinates were scaled from a topographic map and have
 DV0728.an estimated accuracy of +/- 6 seconds.
 DV0728
 DV0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0728.The vertical order pertains to the NGVD 29 superseded value.
 DV0728
 DV0728.The geoid height was determined by GEOID03.
 DV0728
 DV0728;                    North         East    Units  Estimated Accuracy
 DV0728;SPC AZ C     -   267,880.      142,600.      MT  (+/- 180 meters Scaled)
 DV0728
 DV0728                          SUPERSEDED SURVEY CONTROL
 DV0728
 DV0728  NGVD 29 (??/??/92)  302.832  (m)          993.54   (f) ADJ UNCH    1 2
 DV0728
 DV0728.Superseded values are not recommended for survey control.
 DV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0728.See file dsdata.txt to determine how the superseded data were derived.
 DV0728
 DV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB440983(NAD 83)
 DV0728_MARKER: DB = BENCH MARK DISK
 DV0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0728_STAMPING: F 264 1947
 DV0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0728+STABILITY: SURFACE MOTION
 DV0728
 DV0728  HISTORY     - Date     Condition        Report By
 DV0728  HISTORY     - 1947     MONUMENTED       CGS
 DV0728  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0728  HISTORY     - 20080124 MARK NOT FOUND   GEOCAC
 DV0728
 DV0728                          STATION DESCRIPTION
 DV0728
 DV0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0728'13.0 MI NW FROM BUCKEYE.
 DV0728'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0728'BUCKEYE, THENCE 3.8 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD,
 DV0728'THENCE 5.5 MILES WEST ALONG THE TONOPAH ROAD, THENCE 3.4 MILES SOUTH
 DV0728'ALONG A DIRT ROAD LEADING TO LUKE NO. 5 AIRPORT, AT THE MAIN ENTRANCE
 DV0728'TO THE LUKE NO. 5 AIRPORT, 68.8 FEET NORTH OF THE SOUTHEAST CORNER OF
 DV0728'THE AIRPORT, 36.6 FEET NORTH OF THE CENTER LINE OF THE MAIN ENTRANCE
 DV0728'TO THE AIRPORT, 35.7 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 DV0728'ROAD, 1.0 FOOT EAST OF THE NORTH-SOUTH BOUNDARY FENCE, 2.1 FEET SOUTH
 DV0728'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 DV0728'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0728
 DV0728                          STATION RECOVERY (1981)
 DV0728
 DV0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0728'NOT SEARCHED FOR OR LEVELED THIS SURVEY.
 DV0728
 DV0728                          STATION RECOVERY (2008)
 DV0728
 DV0728'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0728'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0728'MARK. THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0109 ***********************************************************************
 DV0109  DESIGNATION -  F 265
 DV0109  PID         -  DV0109
 DV0109  STATE/COUNTY-  AZ/MARICOPA
 DV0109  USGS QUAD   -  WADDELL (1975)
 DV0109
 DV0109                         *CURRENT SURVEY CONTROL
 DV0109  ___________________________________________________________________
 DV0109* NAD 83(1986)-  33 30 30.     (N)    112 28 11.     (W)     SCALED    
 DV0109* NAVD 88     -       350.053  (meters)    1148.47   (feet)  ADJUSTED  
 DV0109  ___________________________________________________________________
 DV0109  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV0109  DYNAMIC HT  -         349.649 (meters)    1147.14  (feet)  COMP
 DV0109  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DV0109
 DV0109  VERT ORDER  -  FIRST     CLASS II
 DV0109
 DV0109.The horizontal coordinates were scaled from a topographic map and have
 DV0109.an estimated accuracy of +/- 6 seconds.
 DV0109
 DV0109.The orthometric height was determined by differential leveling
 DV0109.and adjusted in June 1991.
 DV0109
 DV0109.The geoid height was determined by GEOID03.
 DV0109
 DV0109.The dynamic height is computed by dividing the NAVD 88
 DV0109.geopotential number by the normal gravity value computed on the
 DV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0109.degrees latitude (g = 980.6199 gals.).
 DV0109
 DV0109.The modeled gravity was interpolated from observed gravity values.
 DV0109
 DV0109;                    North         East    Units  Estimated Accuracy
 DV0109;SPC AZ C     -   278,260.      161,980.      MT  (+/- 180 meters Scaled)
 DV0109
 DV0109                          SUPERSEDED SURVEY CONTROL
 DV0109
 DV0109  NGVD 29 (??/??/92)  349.616  (m)         1147.03   (f) ADJ UNCH    1 2
 DV0109
 DV0109.Superseded values are not recommended for survey control.
 DV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0109.See file dsdata.txt to determine how the superseded data were derived.
 DV0109
 DV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC634086(NAD 83)
 DV0109_MARKER: DB = BENCH MARK DISK
 DV0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0109_STAMPING: F 265 1948
 DV0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0109+STABILITY: SURFACE MOTION
 DV0109
 DV0109  HISTORY     - Date     Condition        Report By
 DV0109  HISTORY     - 1948     MONUMENTED       CGS
 DV0109  HISTORY     - 1967     GOOD             NGS
 DV0109  HISTORY     - 1981     GOOD             NGS
 DV0109  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0109
 DV0109                          STATION DESCRIPTION
 DV0109
 DV0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0109'11.5 MI NW FROM GOODYEAR.
 DV0109'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0109'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0109'ALONG WEST INDIAN SCHOOL ROAD, THENCE 1.0 MILE NORTH ALONG CANAL ROAD
 DV0109'WHICH PARALLELS THE EAST SIDE OF THE BEARDSLEY CANAL, IN SECTION 16, T
 DV0109'2 N, R 2 W, 74 FEET NORTHEAST OF THE CENTER LINE OF THE INTERSECTION
 DV0109'OF CANAL ROAD AND A GRADED DIRT ROAD WHICH LEADS EAST, 65 FEET EAST OF
 DV0109'THE CENTER LINE OF CANAL ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE
 DV0109'DIRT ROAD, 71 1/2 FEET NORTH AND ACROSS CANAL ROAD FROM METAL METER
 DV0109'BOX NUMBER 13.21, 6 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE,
 DV0109'1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 DV0109'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV0109
 DV0109                          STATION RECOVERY (1981)
 DV0109
 DV0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0109'RECOVERED IN GOOD CONDITION.
 DV0109
 DV0109                          STATION RECOVERY (2007)
 DV0109
 DV0109'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0109'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0254 ***********************************************************************
 DV0254  DESIGNATION -  F 266
 DV0254  PID         -  DV0254
 DV0254  STATE/COUNTY-  AZ/MARICOPA
 DV0254  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0254
 DV0254                         *CURRENT SURVEY CONTROL
 DV0254  ___________________________________________________________________
 DV0254* NAD 83(1986)-  33 38 16.     (N)    112 21 35.     (W)     SCALED    
 DV0254* NAVD 88     -       368.06   (+/-2cm)    1207.5    (feet)  VERTCON   
 DV0254  ___________________________________________________________________
 DV0254  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0254
 DV0254.The horizontal coordinates were scaled from a topographic map and have
 DV0254.an estimated accuracy of +/- 6 seconds.
 DV0254
 DV0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0254.The vertical order pertains to the NGVD 29 superseded value.
 DV0254
 DV0254.The geoid height was determined by GEOID03.
 DV0254
 DV0254;                    North         East    Units  Estimated Accuracy
 DV0254;SPC AZ C     -   292,570.      172,260.      MT  (+/- 180 meters Scaled)
 DV0254
 DV0254                          SUPERSEDED SURVEY CONTROL
 DV0254
 DV0254  NGVD 29 (??/??/92)  367.491  (m)         1205.68   (f) ADJ UNCH    2 0
 DV0254
 DV0254.Superseded values are not recommended for survey control.
 DV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0254.See file dsdata.txt to determine how the superseded data were derived.
 DV0254
 DV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738228(NAD 83)
 DV0254_MARKER: DB = BENCH MARK DISK
 DV0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0254_STAMPING: F 266 1948
 DV0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0254+STABILITY: SURFACE MOTION
 DV0254
 DV0254  HISTORY     - Date     Condition        Report By
 DV0254  HISTORY     - 1948     MONUMENTED       CGS
 DV0254  HISTORY     - 20070814 MARK NOT FOUND   GEOCAC
 DV0254
 DV0254                          STATION DESCRIPTION
 DV0254
 DV0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0254'2.6 MI SE FROM BEARDSLEY.
 DV0254'ABOUT 2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0254'RAILROAD FROM THE STATION AT BEARDSLEY, THENCE 0.6 MILE SOUTH ALONG AN
 DV0254'ASPHALT ROAD, AT LUKE NO. 3 AIRPORT, 195.0 FEET SOUTH OF THE NORTHEAST
 DV0254'CORNER OF THE AIRPORT, 51.4 FEET WEST OF THE CENTER LINE OF THE
 DV0254'ASPHALT ROAD, 15.0 FEET SOUTH OF THE CENTER LINE OF AN ENTRANCE TO THE
 DV0254'AIRPORT, 1.3 FEET EAST OF A WIRE FENCE.  1.6 FEET SOUTH OF A WHITE
 DV0254'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 DV0254'CONCRETE POST PROJECTING 3 INCHES.
 DV0254
 DV0254                          STATION RECOVERY (2007)
 DV0254
 DV0254'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0254'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0254'MARK. THE NORTH-SOUTH ROAD (LITCHFIELD ROAD) HAS BEEN WIDENED. THE
 DV0254'ENTRANCE ROAD TO THE AIRPORT, AND THE AIRPORT ITSELF HAS BEEN TORN UP.
 DV0254'ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1547 ***********************************************************************
 DU1547  DESIGNATION -  F 268
 DU1547  PID         -  DU1547
 DU1547  STATE/COUNTY-  AZ/MARICOPA
 DU1547  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1547
 DU1547                         *CURRENT SURVEY CONTROL
 DU1547  ___________________________________________________________________
 DU1547* NAD 83(1986)-  33 31 01.     (N)    111 59 42.     (W)     SCALED    
 DU1547* NAVD 88     -       385.76   (+/-2cm)    1265.6    (feet)  VERTCON   
 DU1547  ___________________________________________________________________
 DU1547  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU1547  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1547
 DU1547.The horizontal coordinates were scaled from a topographic map and have
 DU1547.an estimated accuracy of +/- 6 seconds.
 DU1547
 DU1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1547.The vertical order pertains to the NGVD 29 superseded value.
 DU1547
 DU1547.The geoid height was determined by GEOID03.
 DU1547
 DU1547;                    North         East    Units  Estimated Accuracy
 DU1547;SPC AZ C     -   279,080.      206,080.      MT  (+/- 180 meters Scaled)
 DU1547
 DU1547                          SUPERSEDED SURVEY CONTROL
 DU1547
 DU1547  NGVD 29 (??/??/92)  385.16   (m)         1263.6    (f) COMPUTED    1 2
 DU1547
 DU1547.Superseded values are not recommended for survey control.
 DU1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1547.See file dsdata.txt to determine how the superseded data were derived.
 DU1547
 DU1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC075090(NAD 83)
 DU1547_MARKER: DB = BENCH MARK DISK
 DU1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1547_STAMPING: F 268 1948
 DU1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1547+STABILITY: SURFACE MOTION
 DU1547
 DU1547  HISTORY     - Date     Condition        Report By
 DU1547  HISTORY     - 1948     MONUMENTED       CGS
 DU1547  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU1547  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 DU1547  HISTORY     - 20070628 MARK NOT FOUND   GEOCAC
 DU1547
 DU1547                          STATION DESCRIPTION
 DU1547
 DU1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1547'5.9 MI SE FROM SUNNYSLOPE.
 DU1547'ABOUT 0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 DU1547'SUNNYSLOPE, THENCE 4.3 MILES EAST ALONG A DIRT ROAD PARALLELLING THE
 DU1547'SOUTH SIDE OF THE ARIZONA CANAL, THENCE 1.0 MILE NORTHEAST ALONG
 DU1547'STANFORD DRIVE, AT A ROAD CROSSING, ABOUT 0.5 MILE EAST OF THE CASA
 DU1547'HERMOSA GUEST RANCH, 49.6 FEET SOUTH OF THE CENTER LINE OF STANFORD
 DU1547'DRIVE, 27.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.3
 DU1547'FEET WEST OF A WIRE FENCE, 3.2 FEET NORTH OF A WHITE WOODEN WITNESS
 DU1547'POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 DU1547'PROJECTING 3 INCHES.
 DU1547
 DU1547                          STATION RECOVERY (1963)
 DU1547
 DU1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1547'MARK NOT FOUND.
 DU1547
 DU1547                          STATION RECOVERY (1995)
 DU1547
 DU1547'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1547'MARK NOT FOUND.
 DU1547
 DU1547                          STATION RECOVERY (2007)
 DU1547
 DU1547'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1547'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1547'MARK.
 DU1547'THE DESCRIBED LOCATION IS IN THE YARD OF A PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0655 ***********************************************************************
 DU0655  DESIGNATION -  F 269
 DU0655  PID         -  DU0655
 DU0655  STATE/COUNTY-  AZ/MARICOPA
 DU0655  USGS QUAD   -  BUCKHORN (1982)
 DU0655
 DU0655                         *CURRENT SURVEY CONTROL
 DU0655  ___________________________________________________________________
 DU0655* NAD 83(1986)-  33 27 32.     (N)    111 41 03.     (W)     SCALED    
 DU0655* NAVD 88     -       469.581  (meters)    1540.62   (feet)  READJUSTED
 DU0655  ___________________________________________________________________
 DU0655  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0655  DYNAMIC HT  -         469.020 (meters)    1538.78  (feet)  COMP
 DU0655  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 DU0655
 DU0655  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0655
 DU0655.The horizontal coordinates were scaled from a topographic map and have
 DU0655.an estimated accuracy of +/- 6 seconds.
 DU0655
 DU0655.The orthometric height was determined by differential leveling
 DU0655.and adjusted in April 1999.
 DU0655.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0655.distribution rate of 0.0 thru 1.0 mm/km.
 DU0655.The height was derived from older observations constrained to new
 DU0655.heights in a crustal motion area.  The height is approximate in
 DU0655.relation to other heights in its vicinity.
 DU0655
 DU0655.The geoid height was determined by GEOID03.
 DU0655
 DU0655.The dynamic height is computed by dividing the NAVD 88
 DU0655.geopotential number by the normal gravity value computed on the
 DU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0655.degrees latitude (g = 980.6199 gals.).
 DU0655
 DU0655.The modeled gravity was interpolated from observed gravity values.
 DU0655
 DU0655;                    North         East    Units  Estimated Accuracy
 DU0655;SPC AZ C     -   272,670.      234,970.      MT  (+/- 180 meters Scaled)
 DU0655
 DU0655                          SUPERSEDED SURVEY CONTROL
 DU0655
 DU0655  NAVD 88 (06/15/91)  469.589  (m)         1540.64   (f) UNKNOWN     1 1
 DU0655  NGVD 29 (??/??/92)  469.011  (m)         1538.75   (f) ADJ UNCH    1 1
 DU0655
 DU0655.Superseded values are not recommended for survey control.
 DU0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0655.See file dsdata.txt to determine how the superseded data were derived.
 DU0655
 DU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364023(NAD 83)
 DU0655_MARKER: DB = BENCH MARK DISK
 DU0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0655_STAMPING: F 269 1948
 DU0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0655+STABILITY: SURFACE MOTION
 DU0655
 DU0655  HISTORY     - Date     Condition        Report By
 DU0655  HISTORY     - 1948     MONUMENTED       CGS
 DU0655  HISTORY     - 1967     GOOD             NGS
 DU0655  HISTORY     - 1970     GOOD             NGS
 DU0655  HISTORY     - 1975     GOOD             NGS
 DU0655  HISTORY     - 1980     GOOD             NGS
 DU0655  HISTORY     - 20070409 MARK NOT FOUND   GEOCAC
 DU0655
 DU0655                          STATION DESCRIPTION
 DU0655
 DU0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0655'4.0 MI N FROM BUCKHORN.
 DU0655'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0655'POST OFFICE AT BUCKHORN, THENCE 3.0 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0655'S 1, T 1 N, R 6 E, AT THE INTERSECTION OF THE HIGHWAY AND A GRAVELED
 DU0655'ROAD, 48 FEET WEST OF THE CENTER LINE OF BUSH HIGHWAY, 64 FEET NORTH
 DU0655'OF THE 2ND POWER POLE NORTH OF THE INTERSECTION OF BUSH HIGHWAY AND
 DU0655'HERMOSA VISTA DRIVE, 30 FEET NORTHWEST OF A CONCRETE BLOCK PILLAR
 DU0655'WHICH BEARS THE NAME JIM HENSON ON THE SOUTH SIDE, 1.2 FEET NORTH OF A
 DU0655'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DU0655'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 DU0655
 DU0655                          STATION RECOVERY (1970)
 DU0655
 DU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0655'RECOVERED IN GOOD CONDITION.
 DU0655
 DU0655                          STATION RECOVERY (1975)
 DU0655
 DU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0655'ABOUT 8.7 MILES EAST ON U.S. HIGHWAY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU0655'MESA TO BUSH HIGHWAY, THENCE 3.0 MILES NORTH ALONG BUSH HIGHWAY, AT
 DU0655'THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD (MENLO RD.), 48
 DU0655'FEET WEST OF THE CENTERLINE OF BUSH HIGHWAY, 12 FEET WEST OF A POWER
 DU0655'LINE, 60 FEET NORTH OF CENTERLINE OF MENLO RD. (A GRADED ROAD TO THE
 DU0655'EAST), 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DU0655'LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A CONCRETE POST ABOUT
 DU0655'LEVEL WITH THE GROUND.  1/4, SEC 1, T 1N, R 6E.
 DU0655
 DU0655                          STATION RECOVERY (1980)
 DU0655
 DU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0655'RECOVERED IN GOOD CONDITION.
 DU0655
 DU0655                          STATION RECOVERY (2007)
 DU0655
 DU0655'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0655'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0155 ***********************************************************************
 ET0155  DESIGNATION -  F 27
 ET0155  PID         -  ET0155
 ET0155  STATE/COUNTY-  AZ/YAVAPAI
 ET0155  USGS QUAD   -  IRON SPRINGS (1979)
 ET0155
 ET0155                         *CURRENT SURVEY CONTROL
 ET0155  ___________________________________________________________________
 ET0155* NAD 83(1986)-  34 34 15.     (N)    112 30 08.     (W)     SCALED    
 ET0155* NAVD 88     -      1699.851  (meters)    5576.93   (feet)  POSTED    
 ET0155  ___________________________________________________________________
 ET0155  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0155  DYNAMIC HT  -        1697.510 (meters)    5569.25  (feet)  COMP
 ET0155  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 ET0155
 ET0155  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0155
 ET0155.The horizontal coordinates were scaled from a topographic map and have
 ET0155.an estimated accuracy of +/- 6 seconds.
 ET0155
 ET0155.The orthometric height was determined by differential leveling
 ET0155.and adjusted in November 2005.
 ET0155.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0155.rate of 2.1 thru 3.0 mm/km.
 ET0155
 ET0155.The geoid height was determined by GEOID03.
 ET0155
 ET0155.The dynamic height is computed by dividing the NAVD 88
 ET0155.geopotential number by the normal gravity value computed on the
 ET0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0155.degrees latitude (g = 980.6199 gals.).
 ET0155
 ET0155.The modeled gravity was interpolated from observed gravity values.
 ET0155
 ET0155;                    North         East    Units  Estimated Accuracy
 ET0155;SPC AZ C     -   396,120.      159,630.      MT  (+/- 180 meters Scaled)
 ET0155
 ET0155                          SUPERSEDED SURVEY CONTROL
 ET0155
 ET0155  NGVD 29 (??/??/92) 1698.992  (m)         5574.11   (f) ADJ UNCH    1 2
 ET0155
 ET0155.Superseded values are not recommended for survey control.
 ET0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0155.See file dsdata.txt to determine how the superseded data were derived.
 ET0155
 ET0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD622264(NAD 83)
 ET0155_MARKER: DB = BENCH MARK DISK
 ET0155_SETTING: 66 = SET IN ROCK OUTCROP
 ET0155_SP_SET: OUTCROP
 ET0155_STAMPING: F 27 1933
 ET0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0155+STABILITY: POSITION/ELEVATION WELL
 ET0155
 ET0155  HISTORY     - Date     Condition        Report By
 ET0155  HISTORY     - 1933     MONUMENTED       CGS
 ET0155  HISTORY     - 1974     GOOD             USGS
 ET0155  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0155
 ET0155                          STATION DESCRIPTION
 ET0155
 ET0155'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0155'2.8 MI NW FROM PRESCOTT.
 ET0155'2.8 MILES ALONG THE DISMANTLED ATCHINSON, TOPEKA AND SANTA FE RAILWAY
 ET0155'FROM THE STATION AT PRESCOTT AT THE LOCATION WHERE IT CLOSELY
 ET0155'PARALLELS THE IRON SPRINGS ROAD.  BM IS 46 FEET SOUTH OF CENTERLINE OF
 ET0155'IRON SPRING ROAD AND NORTH OF THE RR GRADE.  NOTE-- THE CENTER OF
 ET0155'GRADE IS OBSCURED BY RECENT CONSTRUCTION IN THE IMMEDIATE VICINITY.
 ET0155
 ET0155                          STATION RECOVERY (1997)
 ET0155
 ET0155'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0427 ***********************************************************************
 DU0427  DESIGNATION -  F 270
 DU0427  PID         -  DU0427
 DU0427  STATE/COUNTY-  AZ/MARICOPA
 DU0427  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0427
 DU0427                         *CURRENT SURVEY CONTROL
 DU0427  ___________________________________________________________________
 DU0427* NAD 83(1986)-  33 32 12.     (N)    111 20 47.     (W)     SCALED    
 DU0427* NAVD 88     -       766.91   (+/-2cm)    2516.1    (feet)  VERTCON   
 DU0427  ___________________________________________________________________
 DU0427  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DU0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0427
 DU0427.The horizontal coordinates were scaled from a topographic map and have
 DU0427.an estimated accuracy of +/- 6 seconds.
 DU0427
 DU0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0427.The vertical order pertains to the NGVD 29 superseded value.
 DU0427
 DU0427.The geoid height was determined by GEOID03.
 DU0427
 DU0427;                    North         East    Units  Estimated Accuracy
 DU0427;SPC AZ C     -   281,410.      266,320.      MT  (+/- 180 meters Scaled)
 DU0427
 DU0427                          SUPERSEDED SURVEY CONTROL
 DU0427
 DU0427  NGVD 29 (??/??/92)  766.276  (m)         2514.02   (f) ADJ UNCH    1 2
 DU0427
 DU0427.Superseded values are not recommended for survey control.
 DU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0427.See file dsdata.txt to determine how the superseded data were derived.
 DU0427
 DU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC678108(NAD 83)
 DU0427_MARKER: DD = SURVEY DISK
 DU0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0427_SP_SET: CATTLE GUARD
 DU0427_STAMPING: F 270
 DU0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0427
 DU0427  HISTORY     - Date     Condition        Report By
 DU0427  HISTORY     - UNK      MONUMENTED       AZHD
 DU0427  HISTORY     - 1948     GOOD             NGS
 DU0427  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0427  HISTORY     - 20070512 MARK NOT FOUND   GEOCAC
 DU0427
 DU0427                          STATION DESCRIPTION
 DU0427
 DU0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0427'4.4 MI NE FROM TORTILLA FLAT.
 DU0427'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0427'TORTILLA FLAT, 72.0 FEET NORTH OF A DIM TRACK ROAD LEADING WEST, 39.0
 DU0427'FEET SOUTH OF THE SOUTHEAST LEG OF A STEEL TRANSMISSION TOWER, 9.8
 DU0427'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DU0427'CONCRETE HEADWALL OF A CATTLE GUARD IN LINE WITH A WIRE FENCE AND
 DU0427'ABOUT 1.0 FOOT ABOVE THE HIGHWAY.
 DU0427
 DU0427                          STATION RECOVERY (1980)
 DU0427
 DU0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0427'SEARCHED FOR BUT NOT RECOVERED. NOTE-DESCRIBED STRUCTURE HAS BEEN
 DU0427'REBUILT, MARK PRESUMED DESTROYED.
 DU0427
 DU0427                          STATION RECOVERY (2007)
 DU0427
 DU0427'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0427'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0427'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0493 ***********************************************************************
 DV0493  DESIGNATION -  F 271
 DV0493  PID         -  DV0493
 DV0493  STATE/COUNTY-  AZ/MARICOPA
 DV0493  USGS QUAD   -  FOWLER (1982)
 DV0493
 DV0493                         *CURRENT SURVEY CONTROL
 DV0493  ___________________________________________________________________
 DV0493* NAD 83(1986)-  33 26 38.     (N)    112 09 07.     (W)     SCALED    
 DV0493* NAVD 88     -       321.47   (+/-2cm)    1054.7    (feet)  VERTCON   
 DV0493  ___________________________________________________________________
 DV0493  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0493
 DV0493.The horizontal coordinates were scaled from a topographic map and have
 DV0493.an estimated accuracy of +/- 6 seconds.
 DV0493
 DV0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0493.The vertical order pertains to the NGVD 29 superseded value.
 DV0493
 DV0493.The geoid height was determined by GEOID03.
 DV0493
 DV0493;                    North         East    Units  Estimated Accuracy
 DV0493;SPC AZ C     -   271,000.      191,490.      MT  (+/- 180 meters Scaled)
 DV0493
 DV0493                          SUPERSEDED SURVEY CONTROL
 DV0493
 DV0493  NGVD 29 (??/??/92)  320.835  (m)         1052.61   (f) ADJ UNCH    2 0
 DV0493
 DV0493.Superseded values are not recommended for survey control.
 DV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0493.See file dsdata.txt to determine how the superseded data were derived.
 DV0493
 DV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929010(NAD 83)
 DV0493_MARKER: DB = BENCH MARK DISK
 DV0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0493_SP_SET: HEADGATE
 DV0493_STAMPING: F 271 1948
 DV0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0493
 DV0493  HISTORY     - Date     Condition        Report By
 DV0493  HISTORY     - 1948     MONUMENTED       CGS
 DV0493  HISTORY     - 1960     GOOD             NGS
 DV0493  HISTORY     - 20060918 MARK NOT FOUND   GEOCAC
 DV0493
 DV0493                          STATION DESCRIPTION
 DV0493
 DV0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0493'4.2 MI W FROM PHOENIX.
 DV0493'4.2 MILES WEST ALONG SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0493'STATION AT PHOENIX, 32.7 FEET WEST OF THE CENTER LINE OF LATERAL 16,
 DV0493'30.2 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 27.8 FEET NORTH
 DV0493'OF THE NORTH GATE POST TO THE A. L. AND P. CO. PLANT, SET IN NORTHEAST
 DV0493'CORNER OF WEST HEADWALL OF CONCRETE HEADGATE, 2.0 FEET BELOW THE LEVEL
 DV0493'OF THE ROAD.
 DV0493
 DV0493                          STATION RECOVERY (1960)
 DV0493
 DV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0493'RECOVERED IN GOOD CONDITION.
 DV0493
 DV0493                          STATION RECOVERY (2006)
 DV0493
 DV0493'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0493'THE HEADGATE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0392 ***********************************************************************
 DV0392  DESIGNATION -  F 272
 DV0392  PID         -  DV0392
 DV0392  STATE/COUNTY-  AZ/MARICOPA
 DV0392  USGS QUAD   -  LAVEEN (1973)
 DV0392
 DV0392                         *CURRENT SURVEY CONTROL
 DV0392  ___________________________________________________________________
 DV0392* NAD 83(1986)-  33 16 18.     (N)    112 09 58.     (W)     SCALED    
 DV0392* NAVD 88     -       317.22   (+/-2cm)    1040.7    (feet)  VERTCON   
 DV0392  ___________________________________________________________________
 DV0392  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0392
 DV0392.The horizontal coordinates were scaled from a topographic map and have
 DV0392.an estimated accuracy of +/- 6 seconds.
 DV0392
 DV0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0392.The vertical order pertains to the NGVD 29 superseded value.
 DV0392
 DV0392.The geoid height was determined by GEOID03.
 DV0392
 DV0392;                    North         East    Units  Estimated Accuracy
 DV0392;SPC AZ C     -   251,910.      190,120.      MT  (+/- 180 meters Scaled)
 DV0392
 DV0392                          SUPERSEDED SURVEY CONTROL
 DV0392
 DV0392  NGVD 29 (??/??/92)  316.617  (m)         1038.77   (f) ADJ UNCH    2 0
 DV0392
 DV0392.Superseded values are not recommended for survey control.
 DV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0392.See file dsdata.txt to determine how the superseded data were derived.
 DV0392
 DV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913820(NAD 83)
 DV0392_MARKER: DB = BENCH MARK DISK
 DV0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0392_STAMPING: F 272 1948
 DV0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0392+STABILITY: SURFACE MOTION
 DV0392
 DV0392  HISTORY     - Date     Condition        Report By
 DV0392  HISTORY     - 1948     MONUMENTED       CGS
 DV0392  HISTORY     - 1963     MARK NOT FOUND   NGS
 DV0392  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0392
 DV0392                          STATION DESCRIPTION
 DV0392
 DV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0392'0.4 MI S FROM KOMATKE.
 DV0392'0.4 MILE SOUTH ALONG LATERAL 17 FROM KOMATKE, 29.8 FEET SOUTH OF THE
 DV0392'CENTER LINE OF THE ROAD LEADING TO SACATON, 27.4 FEET NORTHEAST OF THE
 DV0392'ROAD LEADING TO SANTA CRUZ AND MARICOPA, SET AT Y INTERSECTION 3.5
 DV0392'FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 DV0392'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0392
 DV0392                          STATION RECOVERY (1963)
 DV0392
 DV0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0392'MARK NOT FOUND.
 DV0392
 DV0392                          STATION RECOVERY (2007)
 DV0392
 DV0392'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0392'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0392'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0799 ***********************************************************************
 DU0799  DESIGNATION -  F 273
 DU0799  PID         -  DU0799
 DU0799  STATE/COUNTY-  AZ/MARICOPA
 DU0799  USGS QUAD   -  TEMPE (1982)
 DU0799
 DU0799                         *CURRENT SURVEY CONTROL
 DU0799  ___________________________________________________________________
 DU0799* NAD 83(1986)-  33 24 00.     (N)    111 56 35.     (W)     SCALED    
 DU0799* NAVD 88     -       355.68   (+/-2cm)    1166.9    (feet)  VERTCON   
 DU0799  ___________________________________________________________________
 DU0799  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0799
 DU0799.The horizontal coordinates were scaled from a topographic map and have
 DU0799.an estimated accuracy of +/- 6 seconds.
 DU0799
 DU0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0799.The vertical order pertains to the NGVD 29 superseded value.
 DU0799
 DU0799.The geoid height was determined by GEOID03.
 DU0799
 DU0799;                    North         East    Units  Estimated Accuracy
 DU0799;SPC AZ C     -   266,110.      210,910.      MT  (+/- 180 meters Scaled)
 DU0799
 DU0799                          SUPERSEDED SURVEY CONTROL
 DU0799
 DU0799  NGVD 29 (??/??/92)  355.061  (m)         1164.90   (f) ADJ UNCH    2 0
 DU0799
 DU0799.Superseded values are not recommended for survey control.
 DU0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0799.See file dsdata.txt to determine how the superseded data were derived.
 DU0799
 DU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB123960(NAD 83)
 DU0799_MARKER: DB = BENCH MARK DISK
 DU0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0799_STAMPING: F 273 1948
 DU0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0799+STABILITY: SURFACE MOTION
 DU0799
 DU0799  HISTORY     - Date     Condition        Report By
 DU0799  HISTORY     - 1948     MONUMENTED       CGS
 DU0799  HISTORY     - 1959     GOOD             NGS
 DU0799  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0799  HISTORY     - 20070709 MARK NOT FOUND   GEOCAC
 DU0799
 DU0799                          STATION DESCRIPTION
 DU0799
 DU0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0799'1.8 MI S FROM TEMPE.
 DU0799'1.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0799'SOUTHERN PACIFIC CO. RAILROAD STATION AT TEMPE, 39.7 FEET EAST OF THE
 DU0799'CENTER LINE OF THE TRACK, 28.3 FEET SOUTH OF THE CENTER LINE OF A ROAD
 DU0799'RUNNING EAST AND WEST, 10.0 FEET WEST OF A IRRIGATION DITCH, 2.1 FEET
 DU0799'WEST OF A WIRE FENCE, 1.5 FEET BELOW THE LEVEL OF THE TRACK, 2.6 FEET
 DU0799'NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DU0799'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DU0799
 DU0799                          STATION RECOVERY (1959)
 DU0799
 DU0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0799'RECOVERED IN GOOD CONDITION.
 DU0799
 DU0799                          STATION RECOVERY (1992)
 DU0799
 DU0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0799'THERE HAS BEEN GRADING AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
 DU0799
 DU0799                          STATION RECOVERY (2007)
 DU0799
 DU0799'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0799'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0799'MARK. THE DITCH HAS BEEN REMOVED OR UNDERGROUNDED, AND THE AREA GRADED
 DU0799'FLAT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1617 ***********************************************************************
 DV1617  DESIGNATION -  F 274
 DV1617  PID         -  DV1617
 DV1617  STATE/COUNTY-  AZ/PINAL
 DV1617  USGS QUAD   -  MARICOPA (1978)
 DV1617
 DV1617                         *CURRENT SURVEY CONTROL
 DV1617  ___________________________________________________________________
 DV1617* NAD 83(1986)-  33 01 41.     (N)    112 00 10.     (W)     SCALED    
 DV1617* NAVD 88     -       367.35   (+/-2cm)    1205.2    (feet)  VERTCON   
 DV1617  ___________________________________________________________________
 DV1617  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV1617  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1617
 DV1617.The horizontal coordinates were scaled from a topographic map and have
 DV1617.an estimated accuracy of +/- 6 seconds.
 DV1617
 DV1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1617.The vertical order pertains to the NGVD 29 superseded value.
 DV1617
 DV1617.The geoid height was determined by GEOID03.
 DV1617
 DV1617;                    North         East    Units  Estimated Accuracy
 DV1617;SPC AZ C     -   224,870.      205,320.      MT  (+/- 180 meters Scaled)
 DV1617
 DV1617                          SUPERSEDED SURVEY CONTROL
 DV1617
 DV1617  NGVD 29 (??/??/92)  366.85   (m)         1203.6    (f) COMPUTED    1 2
 DV1617
 DV1617.Superseded values are not recommended for survey control.
 DV1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1617.See file dsdata.txt to determine how the superseded data were derived.
 DV1617
 DV1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB063548(NAD 83)
 DV1617_MARKER: DB = BENCH MARK DISK
 DV1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1617_SP_SET: ABUTMENT
 DV1617_STAMPING: F 274 1948
 DV1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1617
 DV1617  HISTORY     - Date     Condition        Report By
 DV1617  HISTORY     - 1948     MONUMENTED       CGS
 DV1617  HISTORY     - 1967     GOOD             NGS
 DV1617  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV1617  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV1617
 DV1617                          STATION DESCRIPTION
 DV1617
 DV1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1617'3.3 MI SE FROM MARICOPA.
 DV1617'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV1617'MARICOPA, THENCE 3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DV1617'RAILROAD, 61 FEET WEST OF MILEPOST 901, 3 1/2 FEET NORTHEAST OF THE
 DV1617'NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP AND 2.3 FEET
 DV1617'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 DV1617'RAILROAD BRIDGE NUMBER 900.98, 3.1 FEET NORTHEAST OF A METAL GIRDER OF
 DV1617'THE BRIDGE, ABOUT 2 FEET BELOW THE LEVEL OF A BOARD WALK OVER THE
 DV1617'MARK, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 DV1617
 DV1617                          STATION RECOVERY (1980)
 DV1617
 DV1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV1617'THE BRIDGE IS GONE AND THE MARK PRESUMED DESTROYED.
 DV1617
 DV1617                          STATION RECOVERY (2007)
 DV1617
 DV1617'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1617'THERE IS NO RAILROAD BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0836 ***********************************************************************
 DU0836  DESIGNATION -  F 276
 DU0836  PID         -  DU0836
 DU0836  STATE/COUNTY-  AZ/PINAL
 DU0836  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0836
 DU0836                         *CURRENT SURVEY CONTROL
 DU0836  ___________________________________________________________________
 DU0836* NAD 83(1986)-  33 06 24.     (N)    111 49 43.     (W)     SCALED    
 DU0836* NAVD 88     -       373.95   (+/-2cm)    1226.9    (feet)  VERTCON   
 DU0836  ___________________________________________________________________
 DU0836  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0836
 DU0836.The horizontal coordinates were scaled from a topographic map and have
 DU0836.an estimated accuracy of +/- 6 seconds.
 DU0836
 DU0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0836.The vertical order pertains to the NGVD 29 superseded value.
 DU0836
 DU0836.The geoid height was determined by GEOID03.
 DU0836
 DU0836;                    North         East    Units  Estimated Accuracy
 DU0836;SPC AZ C     -   233,580.      221,580.      MT  (+/- 180 meters Scaled)
 DU0836
 DU0836                          SUPERSEDED SURVEY CONTROL
 DU0836
 DU0836  NGVD 29 (??/??/92)  373.476  (m)         1225.31   (f) ADJ UNCH    2 0
 DU0836
 DU0836.Superseded values are not recommended for survey control.
 DU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0836.See file dsdata.txt to determine how the superseded data were derived.
 DU0836
 DU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB226634(NAD 83)
 DU0836_MARKER: DB = BENCH MARK DISK
 DU0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0836_STAMPING: F 276 1948
 DU0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0836+STABILITY: SURFACE MOTION
 DU0836
 DU0836  HISTORY     - Date     Condition        Report By
 DU0836  HISTORY     - 1948     MONUMENTED       CGS
 DU0836  HISTORY     - 20071213 MARK NOT FOUND   GEOCAC
 DU0836
 DU0836                          STATION DESCRIPTION
 DU0836
 DU0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0836'3.6 MI SE FROM CASA BLANCA.
 DU0836'3.6 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU0836'SCHOOL, 0.1 MILE NORTH OF A BRIDGE OVER A LARGE IRRIGATION DITCH, 39.6
 DU0836'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET ABOVE THE LEVEL OF
 DU0836'THE ROAD, 2.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE
 DU0836'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0836
 DU0836                          STATION RECOVERY (2007)
 DU0836
 DU0836'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0836'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0836'MARK. THE DESCRIBED AREA HAS BEEN BLADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0813 ***********************************************************************
 DU0813  DESIGNATION -  F 277
 DU0813  PID         -  DU0813
 DU0813  STATE/COUNTY-  AZ/MARICOPA
 DU0813  USGS QUAD   -  CHANDLER (1981)
 DU0813
 DU0813                         *CURRENT SURVEY CONTROL
 DU0813  ___________________________________________________________________
 DU0813* NAD 83(1986)-  33 18 21.     (N)    111 51 32.     (W)     SCALED    
 DU0813* NAVD 88     -       367.39   (+/-2cm)    1205.3    (feet)  VERTCON   
 DU0813  ___________________________________________________________________
 DU0813  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0813
 DU0813.The horizontal coordinates were scaled from a topographic map and have
 DU0813.an estimated accuracy of +/- 6 seconds.
 DU0813
 DU0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0813.The vertical order pertains to the NGVD 29 superseded value.
 DU0813
 DU0813.The geoid height was determined by GEOID03.
 DU0813
 DU0813;                    North         East    Units  Estimated Accuracy
 DU0813;SPC AZ C     -   255,670.      218,740.      MT  (+/- 180 meters Scaled)
 DU0813
 DU0813                          SUPERSEDED SURVEY CONTROL
 DU0813
 DU0813  NGVD 29 (??/??/92)  366.853  (m)         1203.58   (f) ADJ UNCH    2 0
 DU0813
 DU0813.Superseded values are not recommended for survey control.
 DU0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0813.See file dsdata.txt to determine how the superseded data were derived.
 DU0813
 DU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB200855(NAD 83)
 DU0813_MARKER: DB = BENCH MARK DISK
 DU0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0813_SP_SET: CULVERT
 DU0813_STAMPING: F 277 1948
 DU0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0813
 DU0813  HISTORY     - Date     Condition        Report By
 DU0813  HISTORY     - 1948     MONUMENTED       CGS
 DU0813  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0813
 DU0813                          STATION DESCRIPTION
 DU0813
 DU0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0813'1.4 MI W FROM CHANDLER.
 DU0813'1.4 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0813'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 53.7 FEET WEST OF THE
 DU0813'CENTER LINE OF A DIRT ROAD, 12.0 FEET NORTH OF THE CENTER LINE OF THE
 DU0813'ROAD, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE
 DU0813'CENTER OF THE NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT IN THE
 DU0813'ROAD FOR A IRRIGATION DITCH.
 DU0813
 DU0813                          STATION RECOVERY (2006)
 DU0813
 DU0813'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0813'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE EAST WEST
 DU0813'CONCRETE ROAD IS NOW MACADAM AND IS CALLED CHANDLER BOULEVARD, THE
 DU0813'NORTH/SOUTH ROAD IS NOW MACADAM AND IS CALLED ALMA SCHOOL ROAD, AND
 DU0813'THE IRRIGATION DITCH IS NOW LOCATED UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0814 ***********************************************************************
 DU0814  DESIGNATION -  F 277 RESET
 DU0814  PID         -  DU0814
 DU0814  STATE/COUNTY-  AZ/MARICOPA
 DU0814  USGS QUAD   -  CHANDLER (1981)
 DU0814
 DU0814                         *CURRENT SURVEY CONTROL
 DU0814  ___________________________________________________________________
 DU0814* NAD 83(1986)-  33 18 21.     (N)    111 51 32.     (W)     SCALED    
 DU0814* NAVD 88     -       367.52   (+/-2cm)    1205.8    (feet)  VERTCON   
 DU0814  ___________________________________________________________________
 DU0814  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0814  VERT ORDER  -  THIRD (See Below)
 DU0814
 DU0814.The horizontal coordinates were scaled from a topographic map and have
 DU0814.an estimated accuracy of +/- 6 seconds.
 DU0814
 DU0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0814.The vertical order pertains to the NGVD 29 superseded value.
 DU0814
 DU0814.The geoid height was determined by GEOID03.
 DU0814
 DU0814;                    North         East    Units  Estimated Accuracy
 DU0814;SPC AZ C     -   255,670.      218,740.      MT  (+/- 180 meters Scaled)
 DU0814
 DU0814                          SUPERSEDED SURVEY CONTROL
 DU0814
 DU0814  NGVD 29 (??/??/??)  366.99   (m)         1204.0    (f) RESET       3  
 DU0814
 DU0814.Superseded values are not recommended for survey control.
 DU0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0814.See file dsdata.txt to determine how the superseded data were derived.
 DU0814
 DU0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB200855(NAD 83)
 DU0814_MARKER: DB = BENCH MARK DISK
 DU0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0814_STAMPING: F 277 RESET 1968
 DU0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0814+STABILITY: SURFACE MOTION
 DU0814
 DU0814  HISTORY     - Date     Condition        Report By
 DU0814  HISTORY     - 1968     MONUMENTED       AZHD
 DU0814  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0814
 DU0814                          STATION DESCRIPTION
 DU0814
 DU0814'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 DU0814'1.4 MI W FROM CHANDLER.
 DU0814'ABOUT 1.4 MILES WEST ALONG WILLIAMS FIELD ROAD FROM THE INTERSECTION
 DU0814'OF ARIZONA AVENUE AND WILLIAMS FIELD ROAD IN CHANDLER, LOCATED IN THE
 DU0814'SOUTHWEST CORNER OF THE INTERSECTION OF WILLIAMS SCHOOL ROAD AND ALMA
 DU0814'SCHOOL ROAD, 1 FOOT EAST OF THE EAST EDGE OF CONCRETE IRRIGATION
 DU0814'DITCH, 1 FOOT WEST OF A TELEPHONE POLE WITH A GREEN METAL BOX
 DU0814'PROJECTING ON THE SOUTH SIDE OF THE POLE, SET IN THE TOP OF A CONCRETE
 DU0814'POST FLUSH WITH THE GROUND, 52 FEET SOUTH OF THE CENTER LINE OF
 DU0814'WILLIAMS FIELD ROAD, AND 30 FEET WEST OF THE CENTER LINE OF ALMA
 DU0814'SCHOOL ROAD.
 DU0814
 DU0814                          STATION RECOVERY (2006)
 DU0814
 DU0814'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0814'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE EAST WEST
 DU0814'ROAD IS NOW CHANDLER BOULEVARD, THE IRRIGATION DITCH IS NOW LOCATED
 DU0814'UNDERGROUND, AND ALL TELEPHONE POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0333 ***********************************************************************
 CZ0333  DESIGNATION -  F 279
 CZ0333  PID         -  CZ0333
 CZ0333  STATE/COUNTY-  AZ/PINAL
 CZ0333  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0333
 CZ0333                         *CURRENT SURVEY CONTROL
 CZ0333  ___________________________________________________________________
 CZ0333* NAD 83(1986)-  32 41 34.     (N)    111 27 39.     (W)     SCALED    
 CZ0333* NAVD 88     -       509.114  (meters)    1670.32   (feet)  ADJUSTED  
 CZ0333  ___________________________________________________________________
 CZ0333  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0333  DYNAMIC HT  -         508.469 (meters)    1668.20  (feet)  COMP
 CZ0333  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 CZ0333  OBS GRAVITY -     979,356.0   (mgal)                       GRAV_OBS
 CZ0333
 CZ0333  VERT ORDER  -  FIRST     CLASS II
 CZ0333
 CZ0333.The horizontal coordinates were scaled from a topographic map and have
 CZ0333.an estimated accuracy of +/- 6 seconds.
 CZ0333
 CZ0333.The orthometric height was determined by differential leveling
 CZ0333.and adjusted in November 1993.
 CZ0333
 CZ0333.The geoid height was determined by GEOID03.
 CZ0333
 CZ0333.The dynamic height is computed by dividing the NAVD 88
 CZ0333.geopotential number by the normal gravity value computed on the
 CZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0333.degrees latitude (g = 980.6199 gals.).
 CZ0333
 CZ0333.The modeled gravity was interpolated from observed gravity values.
 CZ0333.The observed gravity was obtained from relative gravimeter ties
 CZ0333.to the IGSN71 gravity network.
 CZ0333
 CZ0333;                    North         East    Units  Estimated Accuracy
 CZ0333;SPC AZ C     -   187,780.      256,100.      MT  (+/- 180 meters Scaled)
 CZ0333
 CZ0333                          SUPERSEDED SURVEY CONTROL
 CZ0333
 CZ0333  NAVD 88 (06/15/91)  509.363  (m)         1671.14   (f) UNKNOWN     1 2
 CZ0333  NGVD 29 (??/??/92)  509.385  (m)         1671.21   (f) ADJ UNCH    1 2
 CZ0333
 CZ0333.Superseded values are not recommended for survey control.
 CZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0333.See file dsdata.txt to determine how the superseded data were derived.
 CZ0333
 CZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB568173(NAD 83)
 CZ0333_MARKER: DB = BENCH MARK DISK
 CZ0333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ0333_SP_SET: ABUTMENT
 CZ0333_STAMPING: F 279 1948
 CZ0333_MARK LOGO: CGS   
 CZ0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0333+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ0333
 CZ0333  HISTORY     - Date     Condition        Report By
 CZ0333  HISTORY     - 1948     MONUMENTED       CGS
 CZ0333  HISTORY     - 1967     GOOD             NGS
 CZ0333  HISTORY     - 1975     GOOD             AZDT
 CZ0333  HISTORY     - 1980     GOOD             NGS
 CZ0333  HISTORY     - 1984     GOOD             NGS
 CZ0333  HISTORY     - 19911205 GOOD             NGS
 CZ0333
 CZ0333                          STATION DESCRIPTION
 CZ0333
 CZ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0333'2.7 MI SE FROM PICACHO.
 CZ0333'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0333'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 30, T 8 S, R 9 E,
 CZ0333'3 POLES SOUTHEAST OF MILEPOST NUMBER 940, 6 1/2 FEET SOUTHWEST OF THE
 CZ0333'SOUTHWEST RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF
 CZ0333'THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 940.09, AND
 CZ0333'ABOUT 9 INCHES BELOW THE LEVEL OF THE TRACK.
 CZ0333
 CZ0333                          STATION RECOVERY (1975)
 CZ0333
 CZ0333'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0333'FROM MILEPOST 215, I-10, WEST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ0333'THE STATION ON THE RAILROAD BRIDGE ON THE RIGHT.  ON THE SOUTHEAST
 CZ0333'CORNER OF THE RAILROAD BRIDGE, A LITTLE BELOW THE LEVEL OF THE TRACKS.
 CZ0333'10 FT. SOUTH OF THE CENTERLINE OF THE RAILROAD TRACKS.  A USC AND GS
 CZ0333'BENCH MARK BRASS CAP, CEMENTED IN A DRILL HOLE ON THE TOP OF A BRIDGE
 CZ0333'FOUNDATION.
 CZ0333
 CZ0333                          STATION RECOVERY (1980)
 CZ0333
 CZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0333'THE MARK IS 0.3 M BELOW THE TRACKS.
 CZ0333'34.3 KILOMETERS (21.3 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0333'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN TOP OF THE SOUTHWEST
 CZ0333'END OF THE SOUTHEAST CONCRETE ABUTMENT FOR RAILROAD BRIDGE 940.09,
 CZ0333'1.9 METERS (6.5 FEET) SOUTHWEST OF THE SOUTHWEST RAIL AND 0.3 METER
 CZ0333'(1 FOOT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 CZ0333
 CZ0333                          STATION RECOVERY (1984)
 CZ0333
 CZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0333'RECOVERED IN GOOD CONDITION.
 CZ0333
 CZ0333                          STATION RECOVERY (1991)
 CZ0333
 CZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0333'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0333'POST OFFICE IN PICACHO, IN TOP OF AND 1.2 M (3.9 FT) NORTHEAST OF THE
 CZ0333'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF SOUTHERN PACIFIC
 CZ0333'RAILROAD BRIDGE NUMBER 940.09, 37.2 M (122.0 FT) NORTHEAST OF THE
 CZ0333'ROAD CENTERLINE, 2.0 M (6.6 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.3 M
 CZ0333'(1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0052 ***********************************************************************
 ET0052  DESIGNATION -  F 28
 ET0052  PID         -  ET0052
 ET0052  STATE/COUNTY-  AZ/YAVAPAI
 ET0052  USGS QUAD   -  PRESCOTT (1973)
 ET0052
 ET0052                         *CURRENT SURVEY CONTROL
 ET0052  ___________________________________________________________________
 ET0052* NAD 83(1986)-  34 37 22.     (N)    112 24 28.     (W)     SCALED    
 ET0052* NAVD 88     -      1541.658  (meters)    5057.92   (feet)  POSTED    
 ET0052  ___________________________________________________________________
 ET0052  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0052  DYNAMIC HT  -        1539.570 (meters)    5051.07  (feet)  COMP
 ET0052  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 ET0052
 ET0052  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0052
 ET0052.The horizontal coordinates were scaled from a topographic map and have
 ET0052.an estimated accuracy of +/- 6 seconds.
 ET0052
 ET0052.The orthometric height was determined by differential leveling
 ET0052.and adjusted in November 2005.
 ET0052.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0052.rate of 1.1 thru 2.0 mm/km.
 ET0052
 ET0052.The geoid height was determined by GEOID03.
 ET0052
 ET0052.The dynamic height is computed by dividing the NAVD 88
 ET0052.geopotential number by the normal gravity value computed on the
 ET0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0052.degrees latitude (g = 980.6199 gals.).
 ET0052
 ET0052.The modeled gravity was interpolated from observed gravity values.
 ET0052
 ET0052;                    North         East    Units  Estimated Accuracy
 ET0052;SPC AZ C     -   401,840.      168,330.      MT  (+/- 180 meters Scaled)
 ET0052
 ET0052                          SUPERSEDED SURVEY CONTROL
 ET0052
 ET0052  NGVD 29 (??/??/92) 1540.835  (m)         5055.22   (f) ADJ UNCH    1 2
 ET0052
 ET0052.Superseded values are not recommended for survey control.
 ET0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0052.See file dsdata.txt to determine how the superseded data were derived.
 ET0052
 ET0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709321(NAD 83)
 ET0052_MARKER: DB = BENCH MARK DISK
 ET0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0052_SP_SET: ABUTMENT
 ET0052_STAMPING: 5055.223 F 28 1933
 ET0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0052+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 ET0052
 ET0052  HISTORY     - Date     Condition        Report By
 ET0052  HISTORY     - 1933     MONUMENTED       CGS
 ET0052  HISTORY     - 19970628 GOOD             USPSQD
 ET0052  HISTORY     - 20030610 GOOD             NGS
 ET0052
 ET0052                          STATION DESCRIPTION
 ET0052
 ET0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0052'7.3 MI N FROM PRESCOTT.
 ET0052'ON A. T. AND S. F. RIGHT OF WAY, 1.2 MILES NORTH OF ENTRO RAILROAD
 ET0052'JUNCTION, ON TOP OF SOUTHERLY CONCRETE ABUTMENT OF HIGHWAY UNDER-PASS
 ET0052'NO.FA-50, EAST SIDE OF TRACK.
 ET0052
 ET0052                          STATION RECOVERY (1997)
 ET0052
 ET0052'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0052'RECOVERED IN GOOD CONDITION.
 ET0052
 ET0052                          STATION RECOVERY (2003)
 ET0052
 ET0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0052'STATION IS ON TRESTLE OF REMOVED RR TRACKS OVER ABANDONED ALIGNMENT OF
 ET0052'ROUTE AZ 89A.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0700 ***********************************************************************
 ET0700  DESIGNATION -  F 280
 ET0700  PID         -  ET0700
 ET0700  STATE/COUNTY-  AZ/LA PAZ
 ET0700  USGS QUAD   -  PLANET (1990)
 ET0700
 ET0700                         *CURRENT SURVEY CONTROL
 ET0700  ___________________________________________________________________
 ET0700* NAD 83(1986)-  34 12 26.     (N)    113 57 47.     (W)     SCALED    
 ET0700* NAVD 88     -       366.70   (+/-2cm)    1203.1    (feet)  VERTCON   
 ET0700  ___________________________________________________________________
 ET0700  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ET0700  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0700
 ET0700.The horizontal coordinates were scaled from a topographic map and have
 ET0700.an estimated accuracy of +/- 6 seconds.
 ET0700
 ET0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0700.The vertical order pertains to the NGVD 29 superseded value.
 ET0700
 ET0700.The geoid height was determined by GEOID03.
 ET0700
 ET0700;                    North         East    Units  Estimated Accuracy
 ET0700;SPC AZ W     -   355,670.      193,730.      MT  (+/- 180 meters Scaled)
 ET0700
 ET0700                          SUPERSEDED SURVEY CONTROL
 ET0700
 ET0700  NGVD 29 (??/??/92)  366.059  (m)         1200.98   (f) ADJ UNCH    1 2
 ET0700
 ET0700.Superseded values are not recommended for survey control.
 ET0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0700.See file dsdata.txt to determine how the superseded data were derived.
 ET0700
 ET0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC269891(NAD 83)
 ET0700_MARKER: DB = BENCH MARK DISK
 ET0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0700_STAMPING: F 280 1948
 ET0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0700+STABILITY: SURFACE MOTION
 ET0700
 ET0700  HISTORY     - Date     Condition        Report By
 ET0700  HISTORY     - 1948     MONUMENTED       CGS
 ET0700
 ET0700                          STATION DESCRIPTION
 ET0700
 ET0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0700'24.8 MI N FROM BOUSE.
 ET0700'24.8 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0700'BOUSE, AT THE FOOT OF THE NORTHEAST SLOPE OF A SMALL MOUNTAIN, 81 FEET
 ET0700'WEST OF THE CENTER LINE OF A DRY WASH, 39 FEET WEST OF THE CENTER LINE
 ET0700'OF THE ROAD, 4.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 ET0700'2 FEET ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 ET0700'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1175 ***********************************************************************
 DV1175  DESIGNATION -  F 281
 DV1175  PID         -  DV1175
 DV1175  STATE/COUNTY-  AZ/LA PAZ
 DV1175  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1175
 DV1175                         *CURRENT SURVEY CONTROL
 DV1175  ___________________________________________________________________
 DV1175* NAD 83(1986)-  33 55 15.     (N)    113 59 47.     (W)     SCALED    
 DV1175* NAVD 88     -       295.26   (+/-2cm)     968.7    (feet)  VERTCON   
 DV1175  ___________________________________________________________________
 DV1175  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1175  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1175
 DV1175.The horizontal coordinates were scaled from a topographic map and have
 DV1175.an estimated accuracy of +/- 6 seconds.
 DV1175
 DV1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1175.The vertical order pertains to the NGVD 29 superseded value.
 DV1175
 DV1175.The geoid height was determined by GEOID03.
 DV1175
 DV1175;                    North         East    Units  Estimated Accuracy
 DV1175;SPC AZ W     -   323,910.      190,580.      MT  (+/- 180 meters Scaled)
 DV1175
 DV1175                          SUPERSEDED SURVEY CONTROL
 DV1175
 DV1175  NGVD 29 (??/??/92)  294.634  (m)          966.64   (f) ADJ UNCH    1 2
 DV1175
 DV1175.Superseded values are not recommended for survey control.
 DV1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1175.See file dsdata.txt to determine how the superseded data were derived.
 DV1175
 DV1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC229574(NAD 83)
 DV1175_MARKER: DB = BENCH MARK DISK
 DV1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1175_STAMPING: F 281 1948
 DV1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1175+STABILITY: SURFACE MOTION
 DV1175
 DV1175  HISTORY     - Date     Condition        Report By
 DV1175  HISTORY     - 1948     MONUMENTED       CGS
 DV1175
 DV1175                          STATION DESCRIPTION
 DV1175
 DV1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1175'1.0 MI SE FROM BOUSE.
 DV1175'1.0 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1175'FROM THE WATER TANK AT BOUSE, 39 YARDS SOUTHEAST OF MILEPOST 79, 41
 DV1175'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, ABOUT 4 FEET BELOW THE
 DV1175'SURFACE OF THE TRACK, 2.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DV1175'POST, AND 2 FEET NORTHWEST OF A POLE.  SET IN THE TOP OF A CONCRETE
 DV1175'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0392 ***********************************************************************
 CZ0392  DESIGNATION -  F 283
 CZ0392  PID         -  CZ0392
 CZ0392  STATE/COUNTY-  AZ/PINAL
 CZ0392  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0392
 CZ0392                         *CURRENT SURVEY CONTROL
 CZ0392  ___________________________________________________________________
 CZ0392* NAD 83(1986)-  32 59 17.     (N)    111 25 10.     (W)     SCALED    
 CZ0392* NAVD 88     -       464.154  (meters)    1522.81   (feet)  ADJUSTED  
 CZ0392  ___________________________________________________________________
 CZ0392  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0392  DYNAMIC HT  -         463.583 (meters)    1520.94  (feet)  COMP
 CZ0392  MODELED GRAV-     979,394.4   (mgal)                       NAVD 88
 CZ0392
 CZ0392  VERT ORDER  -  FIRST     CLASS II
 CZ0392
 CZ0392.The horizontal coordinates were scaled from a topographic map and have
 CZ0392.an estimated accuracy of +/- 6 seconds.
 CZ0392
 CZ0392.The orthometric height was determined by differential leveling
 CZ0392.and adjusted in November 1993.
 CZ0392
 CZ0392.The geoid height was determined by GEOID03.
 CZ0392
 CZ0392.The dynamic height is computed by dividing the NAVD 88
 CZ0392.geopotential number by the normal gravity value computed on the
 CZ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0392.degrees latitude (g = 980.6199 gals.).
 CZ0392
 CZ0392.The modeled gravity was interpolated from observed gravity values.
 CZ0392
 CZ0392;                    North         East    Units  Estimated Accuracy
 CZ0392;SPC AZ C     -   220,540.      259,830.      MT  (+/- 180 meters Scaled)
 CZ0392
 CZ0392                          SUPERSEDED SURVEY CONTROL
 CZ0392
 CZ0392  NGVD 29 (??/??/92)  463.654  (m)         1521.17   (f) ADJ UNCH    1 2
 CZ0392
 CZ0392.Superseded values are not recommended for survey control.
 CZ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0392.See file dsdata.txt to determine how the superseded data were derived.
 CZ0392
 CZ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB608500(NAD 83)
 CZ0392_MARKER: DB = BENCH MARK DISK
 CZ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0392_SP_SET: CONCRETE POST
 CZ0392_STAMPING: F 283 1948
 CZ0392_MARK LOGO: CGS   
 CZ0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0392+STABILITY: SURFACE MOTION
 CZ0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0392+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0392
 CZ0392  HISTORY     - Date     Condition        Report By
 CZ0392  HISTORY     - 1948     MONUMENTED       CGS
 CZ0392  HISTORY     - 1967     GOOD             NGS
 CZ0392  HISTORY     - 19920104 GOOD             NGS
 CZ0392  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0392
 CZ0392                          STATION DESCRIPTION
 CZ0392
 CZ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0392'4.75 MI SW FROM FLORENCE.
 CZ0392'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0392'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0392'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0392'GRAVELED ROAD, IN SECTION 22, T 5 S, R 9 E, SOUTHWEST OF A JUNCTION OF
 CZ0392'THE GRAVELED ROAD AND AN EAST-WEST ROAD, 27 FEET SOUTH OF THE CENTER
 CZ0392'LINE OF THE EAST-WEST ROAD, 104 FEET NORTHWEST OF THE NORTHWEST BANK
 CZ0392'OF THE FLORENCE CANAL, 8 FEET SOUTHEAST OF A POWER POLE, 1.1 FEET EAST
 CZ0392'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 CZ0392'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ0392
 CZ0392                          STATION RECOVERY (1992)
 CZ0392
 CZ0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0392'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0392'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0392'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0392'STREET, 27.0 M (88.6 FT) NORTH OF THE EXTENDED CENTER OF SELLERS
 CZ0392'STREET, 14.1 M (46.3 FT) NORTHWEST OF THE NORTHWEST BANK OF AN
 CZ0392'IRRIGATION DITCH, 7.4 M (24.3 FT) SOUTH OF AND LEVEL WITH THE CENTER
 CZ0392'OF VAH KI INN ROAD, 3.2 M (10.5 FT) NORTH OF THE CENTER OF A FIELD
 CZ0392'ROAD, 1.8 M (5.9 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) WEST
 CZ0392'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 CZ0392'GROUND SURFACE.
 CZ0392
 CZ0392                          STATION RECOVERY (2007)
 CZ0392
 CZ0392'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0322 ***********************************************************************
 CZ0322  DESIGNATION -  F 284
 CZ0322  PID         -  CZ0322
 CZ0322  STATE/COUNTY-  AZ/PINAL
 CZ0322  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0322
 CZ0322                         *CURRENT SURVEY CONTROL
 CZ0322  ___________________________________________________________________
 CZ0322* NAD 83(1986)-  32 41 48.     (N)    111 29 56.     (W)     SCALED    
 CZ0322* NAVD 88     -       498.83   (+/-2cm)    1636.6    (feet)  VERTCON   
 CZ0322  ___________________________________________________________________
 CZ0322  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0322  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0322
 CZ0322.The horizontal coordinates were scaled from a topographic map and have
 CZ0322.an estimated accuracy of +/- 6 seconds.
 CZ0322
 CZ0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0322.The vertical order pertains to the NGVD 29 superseded value.
 CZ0322
 CZ0322.The geoid height was determined by GEOID03.
 CZ0322
 CZ0322;                    North         East    Units  Estimated Accuracy
 CZ0322;SPC AZ C     -   188,190.      252,530.      MT  (+/- 180 meters Scaled)
 CZ0322
 CZ0322                          SUPERSEDED SURVEY CONTROL
 CZ0322
 CZ0322  NGVD 29 (??/??/92)  498.269  (m)         1634.74   (f) ADJ UNCH    1 2
 CZ0322
 CZ0322.Superseded values are not recommended for survey control.
 CZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0322.See file dsdata.txt to determine how the superseded data were derived.
 CZ0322
 CZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532177(NAD 83)
 CZ0322_MARKER: DB = BENCH MARK DISK
 CZ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0322_STAMPING: F 284 1949
 CZ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0322+STABILITY: SURFACE MOTION
 CZ0322
 CZ0322  HISTORY     - Date     Condition        Report By
 CZ0322  HISTORY     - 1949     MONUMENTED       CGS
 CZ0322  HISTORY     - 1952     GOOD             NGS
 CZ0322  HISTORY     - 1962     MARK NOT FOUND   USGS
 CZ0322  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0322
 CZ0322                          STATION DESCRIPTION
 CZ0322
 CZ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0322'1.3 MI S FROM PICACHO.
 CZ0322'0.1 MILE WEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT PICACHO,
 CZ0322'THENCE 1.2 MILES SOUTH ALONG PICACHO HIGHWAY, 0.1 MILE SOUTH OF THE T
 CZ0322'JUNCTION OF A DEAD END DIRT ROAD WHICH LEADS WEST ALONG A POWER LINE,
 CZ0322'36 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE HIGHWAY,
 CZ0322'6.8 FEET EAST OF THE SECOND POWER POLE, SOUTH OF A T JUNCTION OF POWER
 CZ0322'LINES, 4 FEET EAST OF A NORTH-SOUTH FENCE LINE, 4 FEET SOUTH OF A
 CZ0322'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CZ0322'GROUND.
 CZ0322
 CZ0322                          STATION RECOVERY (1962)
 CZ0322
 CZ0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CZ0322'MARK NOT FOUND.
 CZ0322
 CZ0322                          STATION RECOVERY (1977)
 CZ0322
 CZ0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0686 ***********************************************************************
 ET0686  DESIGNATION -  F 286
 ET0686  PID         -  ET0686
 ET0686  STATE/COUNTY-  AZ/MOHAVE
 ET0686  USGS QUAD   -  SIGNAL (1990)
 ET0686
 ET0686                         *CURRENT SURVEY CONTROL
 ET0686  ___________________________________________________________________
 ET0686* NAD 83(1986)-  34 28 07.     (N)    113 39 02.     (W)     SCALED    
 ET0686* NAVD 88     -       502.054  (meters)    1647.16   (feet)  POSTED    
 ET0686  ___________________________________________________________________
 ET0686  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 ET0686  DYNAMIC HT  -         501.480 (meters)    1645.27  (feet)  COMP
 ET0686  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 ET0686
 ET0686  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0686
 ET0686.The horizontal coordinates were scaled from a topographic map and have
 ET0686.an estimated accuracy of +/- 6 seconds.
 ET0686
 ET0686.The orthometric height was determined by differential leveling
 ET0686.and adjusted in November 2005.
 ET0686.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0686.rate of 2.1 thru 3.0 mm/km.
 ET0686
 ET0686.The geoid height was determined by GEOID03.
 ET0686
 ET0686.The dynamic height is computed by dividing the NAVD 88
 ET0686.geopotential number by the normal gravity value computed on the
 ET0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0686.degrees latitude (g = 980.6199 gals.).
 ET0686
 ET0686.The modeled gravity was interpolated from observed gravity values.
 ET0686
 ET0686;                    North         East    Units  Estimated Accuracy
 ET0686;SPC AZ W     -   384,650.      222,500.      MT  (+/- 180 meters Scaled)
 ET0686
 ET0686                          SUPERSEDED SURVEY CONTROL
 ET0686
 ET0686  NGVD 29 (??/??/92)  501.354  (m)         1644.86   (f) ADJ UNCH    1 2
 ET0686
 ET0686.Superseded values are not recommended for survey control.
 ET0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0686.See file dsdata.txt to determine how the superseded data were derived.
 ET0686
 ET0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD565173(NAD 83)
 ET0686_MARKER: DB = BENCH MARK DISK
 ET0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0686_STAMPING: F 286 1950
 ET0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0686+STABILITY: SURFACE MOTION
 ET0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0686+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0686
 ET0686  HISTORY     - Date     Condition        Report By
 ET0686  HISTORY     - 1950     MONUMENTED       CGS
 ET0686  HISTORY     - 20010122 GOOD             AZ-015
 ET0686
 ET0686                          STATION DESCRIPTION
 ET0686
 ET0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0686'1.2 MI SW FROM SIGNAL.
 ET0686'1.2 MILES SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0686'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 0.6 MILE WEST OF THE
 ET0686'JUNCTION OF A TRACK ROAD LEADING SOUTH, 27 1/2 FEET NORTH OF THE
 ET0686'CENTER LINE OF THE ROAD, 14 FEET EAST OF A 4-INCH CATCLAW TREE, 2.3
 ET0686'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ET0686'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ET0686
 ET0686                          STATION RECOVERY (2001)
 ET0686
 ET0686'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0732 ***********************************************************************
 ET0732  DESIGNATION -  F 287
 ET0732  PID         -  ET0732
 ET0732  STATE/COUNTY-  AZ/MOHAVE
 ET0732  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0732
 ET0732                         *CURRENT SURVEY CONTROL
 ET0732  ___________________________________________________________________
 ET0732* NAD 83(1986)-  34 36 42.     (N)    113 30 53.     (W)     SCALED    
 ET0732* NAVD 88     -       694.697  (meters)    2279.19   (feet)  POSTED    
 ET0732  ___________________________________________________________________
 ET0732  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ET0732  DYNAMIC HT  -         693.880 (meters)    2276.50  (feet)  COMP
 ET0732  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 ET0732
 ET0732  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0732
 ET0732.The horizontal coordinates were scaled from a topographic map and have
 ET0732.an estimated accuracy of +/- 6 seconds.
 ET0732
 ET0732.The orthometric height was determined by differential leveling
 ET0732.and adjusted in November 2005.
 ET0732.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0732.rate of 1.1 thru 2.0 mm/km.
 ET0732
 ET0732.The geoid height was determined by GEOID03.
 ET0732
 ET0732.The dynamic height is computed by dividing the NAVD 88
 ET0732.geopotential number by the normal gravity value computed on the
 ET0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0732.degrees latitude (g = 980.6199 gals.).
 ET0732
 ET0732.The modeled gravity was interpolated from observed gravity values.
 ET0732
 ET0732;                    North         East    Units  Estimated Accuracy
 ET0732;SPC AZ W     -   400,540.      234,940.      MT  (+/- 180 meters Scaled)
 ET0732
 ET0732                          SUPERSEDED SURVEY CONTROL
 ET0732
 ET0732  NGVD 29 (??/??/92)  693.980  (m)         2276.83   (f) ADJ UNCH    1 2
 ET0732
 ET0732.Superseded values are not recommended for survey control.
 ET0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0732.See file dsdata.txt to determine how the superseded data were derived.
 ET0732
 ET0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD694328(NAD 83)
 ET0732_MARKER: DB = BENCH MARK DISK
 ET0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0732_STAMPING: F 287 1950
 ET0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0732+STABILITY: SURFACE MOTION
 ET0732
 ET0732  HISTORY     - Date     Condition        Report By
 ET0732  HISTORY     - 1950     MONUMENTED       CGS
 ET0732  HISTORY     - 1967     GOOD             USGS
 ET0732
 ET0732                          STATION DESCRIPTION
 ET0732
 ET0732'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0732'10.2 MI S FROM WIKIEUP.
 ET0732'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0732'WIKIEUP, THENCE 2.8 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.3 MILE
 ET0732'EAST OF THE JUNCTION OF A TRACK ROAD LEADING SOUTH AT A LONG SWEEPING
 ET0732'CURVE, 42 FEET SOUTH OF AND ACROSS THE ROAD FROM THE TOP OF THE HIGH
 ET0732'SOUTH BANK OF A DRY WASH, 34 FEET NORTHWEST OF THE NORTH ONE OF TWO
 ET0732'6-INCH PALO VERDE TREES, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 ET0732'ROAD, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 ET0732'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ET0732'GROUND.  NOTE-- TO REACH FROM WIKIEUP POST OFFICE PROCEED SOUTH ON
 ET0732'HIGHWAY NO. 93, 7.8 MILES TO A T ROAD HEADING EAST. TURN LEFT ON THE T
 ET0732'ROAD AND GO 0.3 MILE TO A Y ROAD.  GO LEFT APPROXIMATE 0.1 TO ANOTHER
 ET0732'Y ROAD.  GO RIGHT APPROXIMATELY 0.4 OF A MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0459 ***********************************************************************
 ET0459  DESIGNATION -  F 288
 ET0459  PID         -  ET0459
 ET0459  STATE/COUNTY-  AZ/YAVAPAI
 ET0459  USGS QUAD   -  IRON SPRINGS (1979)
 ET0459
 ET0459                         *CURRENT SURVEY CONTROL
 ET0459  ___________________________________________________________________
 ET0459* NAD 83(1986)-  34 35 19.     (N)    112 35 14.     (W)     SCALED    
 ET0459* NAVD 88     -      1745.649  (meters)    5727.18   (feet)  POSTED    
 ET0459  ___________________________________________________________________
 ET0459  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ET0459  DYNAMIC HT  -        1743.250 (meters)    5719.31  (feet)  COMP
 ET0459  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 ET0459
 ET0459  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0459
 ET0459.The horizontal coordinates were scaled from a topographic map and have
 ET0459.an estimated accuracy of +/- 6 seconds.
 ET0459
 ET0459.The orthometric height was determined by differential leveling
 ET0459.and adjusted in November 2005.
 ET0459.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0459.rate of 2.1 thru 3.0 mm/km.
 ET0459
 ET0459.The geoid height was determined by GEOID03.
 ET0459
 ET0459.The dynamic height is computed by dividing the NAVD 88
 ET0459.geopotential number by the normal gravity value computed on the
 ET0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0459.degrees latitude (g = 980.6199 gals.).
 ET0459
 ET0459.The modeled gravity was interpolated from observed gravity values.
 ET0459
 ET0459;                    North         East    Units  Estimated Accuracy
 ET0459;SPC AZ C     -   398,150.      151,850.      MT  (+/- 180 meters Scaled)
 ET0459
 ET0459                          SUPERSEDED SURVEY CONTROL
 ET0459
 ET0459  NGVD 29 (??/??/92) 1744.773  (m)         5724.31   (f) ADJ UNCH    1 2
 ET0459
 ET0459.Superseded values are not recommended for survey control.
 ET0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0459.See file dsdata.txt to determine how the superseded data were derived.
 ET0459
 ET0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD544285(NAD 83)
 ET0459_MARKER: DB = BENCH MARK DISK
 ET0459_SETTING: 0 = UNSPECIFIED SETTING
 ET0459_STAMPING: F 288 1950
 ET0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0459
 ET0459  HISTORY     - Date     Condition        Report By
 ET0459  HISTORY     - 1952     MONUMENTED       CGS
 ET0459  HISTORY     - 1974     GOOD             USGS
 ET0459
 ET0459                          STATION DESCRIPTION
 ET0459
 ET0459'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0459'1.4 MI NW FROM IRON SPRINGS.
 ET0459'1.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0459'(DISMANTLED) FROM THE STATION (SITE) AT IRON SPRINGS, 95 FEET SOUTH OF
 ET0459'CENTER OF DRAIN UNDER WASHED OUT TRESTLE, AND 73 FEET WEST OF
 ET0459'CENTERLINE OF RR GRADE AND LEVEL WITH GRADE OPPOSITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0650 ***********************************************************************
 ET0650  DESIGNATION -  F 289
 ET0650  PID         -  ET0650
 ET0650  STATE/COUNTY-  AZ/YAVAPAI
 ET0650  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0650
 ET0650                         *CURRENT SURVEY CONTROL
 ET0650  ___________________________________________________________________
 ET0650* NAD 83(1986)-  34 29 09.     (N)    113 17 09.     (W)     SCALED    
 ET0650* NAVD 88     -       946.937  (meters)    3106.74   (feet)  POSTED    
 ET0650  ___________________________________________________________________
 ET0650  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0650  DYNAMIC HT  -         945.790 (meters)    3102.98  (feet)  COMP
 ET0650  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 ET0650
 ET0650  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0650
 ET0650.The horizontal coordinates were scaled from a topographic map and have
 ET0650.an estimated accuracy of +/- 6 seconds.
 ET0650
 ET0650.The orthometric height was determined by differential leveling
 ET0650.and adjusted in November 2005.
 ET0650.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0650.rate of 1.1 thru 2.0 mm/km.
 ET0650
 ET0650.The geoid height was determined by GEOID03.
 ET0650
 ET0650.The dynamic height is computed by dividing the NAVD 88
 ET0650.geopotential number by the normal gravity value computed on the
 ET0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0650.degrees latitude (g = 980.6199 gals.).
 ET0650
 ET0650.The modeled gravity was interpolated from observed gravity values.
 ET0650
 ET0650;                    North         East    Units  Estimated Accuracy
 ET0650;SPC AZ C     -   387,390.       87,600.      MT  (+/- 180 meters Scaled)
 ET0650
 ET0650                          SUPERSEDED SURVEY CONTROL
 ET0650
 ET0650  NGVD 29 (??/??/92)  946.215  (m)         3104.37   (f) ADJ UNCH    1 2
 ET0650
 ET0650.Superseded values are not recommended for survey control.
 ET0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0650.See file dsdata.txt to determine how the superseded data were derived.
 ET0650
 ET0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD900183(NAD 83)
 ET0650_MARKER: DB = BENCH MARK DISK
 ET0650_SETTING: 66 = SET IN ROCK OUTCROP
 ET0650_SP_SET: GRANITE OUTCROP
 ET0650_STAMPING: F 289 1950
 ET0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0650+STABILITY: POSITION/ELEVATION WELL
 ET0650
 ET0650  HISTORY     - Date     Condition        Report By
 ET0650  HISTORY     - 1950     MONUMENTED       CGS
 ET0650  HISTORY     - 20081130 GOOD             GEOCAC
 ET0650
 ET0650                          STATION DESCRIPTION
 ET0650
 ET0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0650'19.7 MI SW FROM BAGDAD.
 ET0650'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0650'AT BAGDAD, THENCE 12.9 MILES WEST ALONG A COUNTY DIRT ROAD, 0.45 MILE
 ET0650'SOUTH OF THE OLD OLEA RANCHHOUSE (NOW KNOWN AS LINES RANCHHOUSE), 0.2
 ET0650'MILE SOUTH OF A PROMINENT SUMMIT OF A GRADE, 115 FEET NORTHWEST OF THE
 ET0650'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING WEST, IN THE TOP OF A
 ET0650'GRANITE OUTCROP, AT THE NORTHEAST CORNER OF A LARGE PILE OF GRANITE
 ET0650'BOULDERS, 83 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET
 ET0650'(SLOPE MEASUREMENT) EAST OF AND BELOW THE BOTTOM OF A LARGE BOULDER
 ET0650'BALANCED ON THE TOP OF ANOTHER BOULDER, ABOUT 5 FEET LOWER THAN THE
 ET0650'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0650
 ET0650                          STATION RECOVERY (2008)
 ET0650
 ET0650'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0650'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0650'THE DESCRIPTION - THE PAINTED BM WAS NOT FOUND, BUT FOUND A WHITE
 ET0650'PAINTED ARROW ON THE LARGE NORTHERN BOULDER. HANDHELD COORDINATES
 ET0650'34 29 08.5 (N)   113 17 09.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0294 ***********************************************************************
 ES0294  DESIGNATION -  F 29
 ES0294  PID         -  ES0294
 ES0294  STATE/COUNTY-  AZ/GILA
 ES0294  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0294
 ES0294                         *CURRENT SURVEY CONTROL
 ES0294  ___________________________________________________________________
 ES0294* NAD 83(1986)-  34 19 02.     (N)    111 22 52.     (W)     SCALED    
 ES0294* NAVD 88     -      1434.764  (meters)    4707.22   (feet)  ADJUSTED  
 ES0294  ___________________________________________________________________
 ES0294  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ES0294  DYNAMIC HT  -        1432.798 (meters)    4700.77  (feet)  COMP
 ES0294  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 ES0294
 ES0294  VERT ORDER  -  FIRST     CLASS II
 ES0294
 ES0294.The horizontal coordinates were scaled from a topographic map and have
 ES0294.an estimated accuracy of +/- 6 seconds.
 ES0294
 ES0294.The orthometric height was determined by differential leveling
 ES0294.and adjusted in June 1991.
 ES0294
 ES0294.The geoid height was determined by GEOID03.
 ES0294
 ES0294.The dynamic height is computed by dividing the NAVD 88
 ES0294.geopotential number by the normal gravity value computed on the
 ES0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0294.degrees latitude (g = 980.6199 gals.).
 ES0294
 ES0294.The modeled gravity was interpolated from observed gravity values.
 ES0294
 ES0294;                    North         East    Units  Estimated Accuracy
 ES0294;SPC AZ E     -   368,510.      101,590.      MT  (+/- 180 meters Scaled)
 ES0294
 ES0294                          SUPERSEDED SURVEY CONTROL
 ES0294
 ES0294  NGVD 29 (??/??/92) 1434.014  (m)         4704.76   (f) ADJ UNCH    1 2
 ES0294
 ES0294.Superseded values are not recommended for survey control.
 ES0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0294.See file dsdata.txt to determine how the superseded data were derived.
 ES0294
 ES0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC649973(NAD 83)
 ES0294_MARKER: DB = BENCH MARK DISK
 ES0294_SETTING: 80 = SET IN A BOULDER
 ES0294_SP_SET: BOULDER
 ES0294_STAMPING: 4704.761 F 29 1933
 ES0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0294+STABILITY: SURFACE MOTION
 ES0294
 ES0294  HISTORY     - Date     Condition        Report By
 ES0294  HISTORY     - 1933     MONUMENTED       CGS
 ES0294  HISTORY     - 1972     GOOD             USGS
 ES0294  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0294  HISTORY     - 19980819 GOOD             USPSQD
 ES0294
 ES0294                          STATION DESCRIPTION
 ES0294
 ES0294'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0294'7.6 MI SE FROM PINE.
 ES0294'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM PINE, 225 FEET
 ES0294'SOUTHEAST OF THE HIGHWAY AND 50 FEET SOUTHEAST OF SYCAMORE CREEK IN
 ES0294'THE TOP OF A BOULDER PROJECTING 1.0 FEET.
 ES0294
 ES0294                          STATION RECOVERY (1982)
 ES0294
 ES0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0294'NOT RECOVERED.
 ES0294
 ES0294                          STATION RECOVERY (1998)
 ES0294
 ES0294'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0369 ***********************************************************************
 ET0369  DESIGNATION -  F 290
 ET0369  PID         -  ET0369
 ET0369  STATE/COUNTY-  AZ/YAVAPAI
 ET0369  USGS QUAD   -  HILLSIDE (1969)
 ET0369
 ET0369                         *CURRENT SURVEY CONTROL
 ET0369  ___________________________________________________________________
 ET0369* NAD 83(1986)-  34 27 01.     (N)    112 58 33.     (W)     SCALED    
 ET0369* NAVD 88     -      1059.874  (meters)    3477.27   (feet)  POSTED    
 ET0369  ___________________________________________________________________
 ET0369  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 ET0369  DYNAMIC HT  -        1058.550 (meters)    3472.93  (feet)  COMP
 ET0369  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 ET0369
 ET0369  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0369
 ET0369.The horizontal coordinates were scaled from a topographic map and have
 ET0369.an estimated accuracy of +/- 6 seconds.
 ET0369
 ET0369.The orthometric height was determined by differential leveling
 ET0369.and adjusted in November 2005.
 ET0369.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0369.rate of 1.1 thru 2.0 mm/km.
 ET0369
 ET0369.The geoid height was determined by GEOID03.
 ET0369
 ET0369.The dynamic height is computed by dividing the NAVD 88
 ET0369.geopotential number by the normal gravity value computed on the
 ET0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0369.degrees latitude (g = 980.6199 gals.).
 ET0369
 ET0369.The modeled gravity was interpolated from observed gravity values.
 ET0369
 ET0369;                    North         East    Units  Estimated Accuracy
 ET0369;SPC AZ C     -   383,110.      116,040.      MT  (+/- 180 meters Scaled)
 ET0369
 ET0369                          SUPERSEDED SURVEY CONTROL
 ET0369
 ET0369  NGVD 29 (??/??/92) 1059.135  (m)         3474.85   (f) ADJ UNCH    1 2
 ET0369
 ET0369.Superseded values are not recommended for survey control.
 ET0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0369.See file dsdata.txt to determine how the superseded data were derived.
 ET0369
 ET0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD184138(NAD 83)
 ET0369_MARKER: DB = BENCH MARK DISK
 ET0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0369_SP_SET: CATTLE GUARD
 ET0369_STAMPING: F 290 1850
 ET0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0369
 ET0369  HISTORY     - Date     Condition        Report By
 ET0369  HISTORY     - 1950     MONUMENTED       CGS
 ET0369  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0369
 ET0369                          STATION DESCRIPTION
 ET0369
 ET0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0369'4.9 MI NW FROM HILLSIDE.
 ET0369'4.9 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0369'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE WEST END OF A
 ET0369'LONG ROCK CUT, AT A CATTLE GUARD, IN THE TOP OF THE APPROXIMATE CENTER
 ET0369'OF THE SOUTH CONCRETE HEAD WALL, 13 1/2 FEET SOUTH OF THE CENTER LINE
 ET0369'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 ET0369
 ET0369                          STATION RECOVERY (2008)
 ET0369
 ET0369'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0369'THE ORIGINAL CATTLE GUARD HAS BEEN REPLACED. THERE IS NO CONCRETE
 ET0369'HEADWALL ON THE SOUTH SIDE, AND NO DISK. THIS MARK HAS BEEN DESTROYED.
 ET0369' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0730 ***********************************************************************
 CZ0730  DESIGNATION -  F 291
 CZ0730  PID         -  CZ0730
 CZ0730  STATE/COUNTY-  AZ/PIMA
 CZ0730  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0730
 CZ0730                         *CURRENT SURVEY CONTROL
 CZ0730  ___________________________________________________________________
 CZ0730* NAD 83(1986)-  32 14 12.     (N)    111 10 13.     (W)     SCALED    
 CZ0730* NAVD 88     -       820.90   (+/-2cm)    2693.2    (feet)  VERTCON   
 CZ0730  ___________________________________________________________________
 CZ0730  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0730
 CZ0730.The horizontal coordinates were scaled from a topographic map and have
 CZ0730.an estimated accuracy of +/- 6 seconds.
 CZ0730
 CZ0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0730.The vertical order pertains to the NGVD 29 superseded value.
 CZ0730
 CZ0730.The geoid height was determined by GEOID03.
 CZ0730
 CZ0730;                    North         East    Units  Estimated Accuracy
 CZ0730;SPC AZ C     -   137,350.      283,700.      MT  (+/- 180 meters Scaled)
 CZ0730
 CZ0730                          SUPERSEDED SURVEY CONTROL
 CZ0730
 CZ0730  NGVD 29 (??/??/92)  820.217  (m)         2691.00   (f) ADJ UNCH    2 0
 CZ0730
 CZ0730.Superseded values are not recommended for survey control.
 CZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0730.See file dsdata.txt to determine how the superseded data were derived.
 CZ0730
 CZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839666(NAD 83)
 CZ0730_MARKER: DB = BENCH MARK DISK
 CZ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0730_STAMPING: F 291 1951
 CZ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0730+STABILITY: SURFACE MOTION
 CZ0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0730+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0730
 CZ0730  HISTORY     - Date     Condition        Report By
 CZ0730  HISTORY     - 1951     MONUMENTED       CGS
 CZ0730  HISTORY     - 20010922 GOOD             INDIV
 CZ0730  HISTORY     - 20060405 GOOD             NGS
 CZ0730
 CZ0730                          STATION DESCRIPTION
 CZ0730
 CZ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0730'15.0 MI W FROM TUCSON.
 CZ0730'6.2 MILES WEST OF U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE HIGHWAY
 CZ0730'86 (AJO-TUCSON), THENCE 8.8 MILES NORTH WEST ALONG THE KINNEY ROAD VIA
 CZ0730'MCCAIN LOOP), AT A TRIANGLE FORMED BY KINNEY ROAD AND A GRAVEL ROAD
 CZ0730'LEADING NORTH TO THE PARK HEADQUARTERS, 132 FEET WEST OF THE POINT OF
 CZ0730'THE INTERSECTION AT THE SOUTHEAST END OF THE TRIANGLE, 36 1/2 FEET
 CZ0730'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 2.9 FEET SOUTHEAST OF A
 CZ0730'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0730'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ0730
 CZ0730                          STATION RECOVERY (2001)
 CZ0730
 CZ0730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0730'WITNESS POST NO LONGER PRESENT.  62 FEET AT 282 DEG. FROM 'P' SIGN
 CZ0730''M3'.  84 FEET AT 333 DEG. FROM TRAILHEAD OPENING IN PARKING AREA
 CZ0730'FENCE.  MEASURED GPS COORDS, N32 14 13.1, W111 10 13.9, ELEV. 2685 FT.
 CZ0730' 
 CZ0730
 CZ0730                          STATION RECOVERY (2006)
 CZ0730
 CZ0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0730'DISK IS NOW STAMPED 'F 291 1951 D DOT DOT.'  IT IS SOUTH ACROSS ROAD
 CZ0730'FROM UNUSED, REAR ENTRANCE TO DESERT MUSEUM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0701 ***********************************************************************
 CZ0701  DESIGNATION -  F 292
 CZ0701  PID         -  CZ0701
 CZ0701  STATE/COUNTY-  AZ/PIMA
 CZ0701  USGS QUAD   -  AVRA (1992)
 CZ0701
 CZ0701                         *CURRENT SURVEY CONTROL
 CZ0701  ___________________________________________________________________
 CZ0701* NAD 83(1986)-  32 17 30.     (N)    111 14 06.     (W)     SCALED    
 CZ0701* NAVD 88     -       677.28   (+/-2cm)    2222.0    (feet)  VERTCON   
 CZ0701  ___________________________________________________________________
 CZ0701  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0701
 CZ0701.The horizontal coordinates were scaled from a topographic map and have
 CZ0701.an estimated accuracy of +/- 6 seconds.
 CZ0701
 CZ0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0701.The vertical order pertains to the NGVD 29 superseded value.
 CZ0701
 CZ0701.The geoid height was determined by GEOID03.
 CZ0701
 CZ0701;                    North         East    Units  Estimated Accuracy
 CZ0701;SPC AZ C     -   143,410.      277,560.      MT  (+/- 180 meters Scaled)
 CZ0701
 CZ0701                          SUPERSEDED SURVEY CONTROL
 CZ0701
 CZ0701  NGVD 29 (??/??/92)  676.647  (m)         2219.97   (f) ADJ UNCH    2 0
 CZ0701
 CZ0701.Superseded values are not recommended for survey control.
 CZ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0701.See file dsdata.txt to determine how the superseded data were derived.
 CZ0701
 CZ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA778727(NAD 83)
 CZ0701_MARKER: DB = BENCH MARK DISK
 CZ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0701_STAMPING: F 292 1951
 CZ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0701+STABILITY: SURFACE MOTION
 CZ0701
 CZ0701  HISTORY     - Date     Condition        Report By
 CZ0701  HISTORY     - 1951     MONUMENTED       CGS
 CZ0701
 CZ0701                          STATION DESCRIPTION
 CZ0701
 CZ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0701'16.1 MI SW FROM RILLITO.
 CZ0701'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0701'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0701'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0701'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, THENCE 1.6
 CZ0701'MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 7.7 MILES SOUTH ALONG A
 CZ0701'TRACK ROAD, THENCE 1 MILE EAST ALONG A GRADED ROAD, 21.7 MILES WEST OF
 CZ0701'TUCSON, ABOUT 1 MILE WEST OF A JUNCTION OF PALO VERDE TRAIL ROAD, AT A
 CZ0701'CATTLE GUARD, 58 FEET NORTH OF THE CENTER LINE OF THE ROAD, 49.5 FEET
 CZ0701'NORTH OF THE NORTH END OF THE CATTLE GUARD, 1.7 FEET EAST OF A FENCE,
 CZ0701'2.3 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0701'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0630 ***********************************************************************
 CZ0630  DESIGNATION -  F 294
 CZ0630  PID         -  CZ0630
 CZ0630  STATE/COUNTY-  AZ/PIMA
 CZ0630  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0630
 CZ0630                         *CURRENT SURVEY CONTROL
 CZ0630  ___________________________________________________________________
 CZ0630* NAD 83(1986)-  32 26 10.     (N)    111 18 16.     (W)     SCALED    
 CZ0630* NAVD 88     -       586.90   (+/-2cm)    1925.5    (feet)  VERTCON   
 CZ0630  ___________________________________________________________________
 CZ0630  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0630
 CZ0630.The horizontal coordinates were scaled from a topographic map and have
 CZ0630.an estimated accuracy of +/- 6 seconds.
 CZ0630
 CZ0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0630.The vertical order pertains to the NGVD 29 superseded value.
 CZ0630
 CZ0630.The geoid height was determined by GEOID03.
 CZ0630
 CZ0630;                    North         East    Units  Estimated Accuracy
 CZ0630;SPC AZ C     -   159,390.      270,930.      MT  (+/- 180 meters Scaled)
 CZ0630
 CZ0630                          SUPERSEDED SURVEY CONTROL
 CZ0630
 CZ0630  NGVD 29 (??/??/92)  586.362  (m)         1923.76   (f) ADJ UNCH    2 0
 CZ0630
 CZ0630.Superseded values are not recommended for survey control.
 CZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0630.See file dsdata.txt to determine how the superseded data were derived.
 CZ0630
 CZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA713888(NAD 83)
 CZ0630_MARKER: DB = BENCH MARK DISK
 CZ0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0630_SP_SET: ABUTMENT
 CZ0630_STAMPING: F 294 1951
 CZ0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0630
 CZ0630  HISTORY     - Date     Condition        Report By
 CZ0630  HISTORY     - 1951     MONUMENTED       CGS
 CZ0630
 CZ0630                          STATION DESCRIPTION
 CZ0630
 CZ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0630'11.7 MI W FROM RILLITO.
 CZ0630'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0630'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0630'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0630'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0630'TRICO ELECTRIC PLANT, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, 0.45
 CZ0630'MILE NORTH OF THE T JUNCTION OF THE MAIN ROAD LEADING NORTH AND SOUTH
 CZ0630'AND A ROAD LEADING WEST TO THE EL PASO NATURAL GAS PLANT, AND SET IN
 CZ0630'THE TOP OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER A CREEK AT THE
 CZ0630'WEST END OF THE NORTH CONCRETE ABUTMENT, 13 FEET WEST OF THE CENTER
 CZ0630'LINE OF THE ROAD, 9 FEET NORTH OF THE CENTER OF THE WASH, 0.3 FOOT
 CZ0630'WEST OF THE WEST EDGE OF THE 6 BY 6 BRIDGE BOARD, AND ABOUT 0.4 FOOT
 CZ0630'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2381 ***********************************************************************
 CZ2381  DESIGNATION -  F 294 RESET
 CZ2381  PID         -  CZ2381
 CZ2381  STATE/COUNTY-  AZ/PIMA
 CZ2381  USGS QUAD   -  WEST OF MARANA (1989)
 CZ2381
 CZ2381                         *CURRENT SURVEY CONTROL
 CZ2381  ___________________________________________________________________
 CZ2381* NAD 83(2007)-  32 26 20.59650(N)    111 18 15.52803(W)     ADJUSTED  
 CZ2381* NAVD 88     -       588.3    (meters)    1930.     (feet)  VERTCON   
 CZ2381  ___________________________________________________________________
 CZ2381  EPOCH DATE  -        2007.00
 CZ2381  X           -  -1,957,783.128 (meters)                     COMP
 CZ2381  Y           -  -5,020,337.306 (meters)                     COMP
 CZ2381  Z           -   3,401,920.690 (meters)                     COMP
 CZ2381  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CZ2381  ELLIP HEIGHT-         558.445 (meters)          (02/10/07) ADJUSTED
 CZ2381  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ2381
 CZ2381  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2381  Type    PID    Designation                      North   East  Ellip
 CZ2381  -------------------------------------------------------------------
 CZ2381  NETWORK CZ2381 F 294 RESET                       0.73   1.16   3.41
 CZ2381  -------------------------------------------------------------------
 CZ2381
 CZ2381.The horizontal coordinates were established by GPS observations
 CZ2381.and adjusted by the National Geodetic Survey in February 2007.
 CZ2381
 CZ2381.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2381.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2381.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2381.The epoch date for horizontal control is a decimal equivalence
 CZ2381.of Year/Month/Day.
 CZ2381
 CZ2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2381
 CZ2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2381
 CZ2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2381
 CZ2381.The ellipsoidal height was determined by GPS observations
 CZ2381.and is referenced to NAD 83.
 CZ2381
 CZ2381.The geoid height was determined by GEOID03.
 CZ2381
 CZ2381;                    North         East     Units Scale Factor Converg.
 CZ2381;SPC AZ C     -   159,714.261   270,940.470   MT  0.99994087   +0 19 42.5
 CZ2381;SPC AZ C     -   523,996.92    888,912.30   iFT  0.99994087   +0 19 42.5
 CZ2381;UTM  12      - 3,589,144.021   471,393.737   MT  0.99961009   -0 09 47.6
 CZ2381
 CZ2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2381!SPC AZ C     -   0.99991233  x   0.99994087  =   0.99985320
 CZ2381!UTM  12      -   0.99991233  x   0.99961009  =   0.99952245
 CZ2381
 CZ2381                          SUPERSEDED SURVEY CONTROL
 CZ2381
 CZ2381  ELLIP H (06/11/02)  558.481  (m)                       GP(       ) 4 2
 CZ2381  NAD 83(1992)-  32 26 20.59542(N)    111 18 15.52664(W) AD(       ) 1
 CZ2381  ELLIP H (08/23/93)  558.547  (m)                       GP(       ) 4 2
 CZ2381  NAD 83(1986)-  32 26 20.59053(N)    111 18 15.52699(W) AD(       ) 1
 CZ2381  NGVD 29 (05/25/90)  587.7    (m)         1928.     (f) GPS OBS     3  
 CZ2381
 CZ2381.Superseded values are not recommended for survey control.
 CZ2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2381.See file dsdata.txt to determine how the superseded data were derived.
 CZ2381
 CZ2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7139489144(NAD 83)
 CZ2381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2381_SETTING: 0 = UNSPECIFIED SETTING
 CZ2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2381+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2007
 CZ2381
 CZ2381  HISTORY     - Date     Condition        Report By
 CZ2381  HISTORY     - UNK      MONUMENTED
 CZ2381  HISTORY     - 1987     GOOD             NGS
 CZ2381  HISTORY     - 19960204 GOOD             USPSQD
 CZ2381  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2381
 CZ2381                          STATION DESCRIPTION
 CZ2381
 CZ2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2381'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2381'IN GOOD CONDITION.
 CZ2381'
 CZ2381'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI)
 CZ2381'SOUTH-SOUTHEAST OF PICACHO PEAK AND
 CZ2381'8.0 KM (5 MI) WEST OF MARANA.
 CZ2381'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ2381'
 CZ2381'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2381'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ2381'MARANA, GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON SANDARIO ROAD TO MARANA
 CZ2381'ROAD ON THE RIGHT.
 CZ2381'TURN RIGHT AND GO WEST FOR 8.7 KM (5.4 MI) ON MARANA ROAD TO THE
 CZ2381'JUNCTION OF TRICO ROAD.
 CZ2381'TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON TRICO ROAD TO A
 CZ2381'BRIDGE AND THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF THE
 CZ2381'BRIDGE.
 CZ2381'
 CZ2381'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ2381'STAMPED---F 294 RESET 1958---,
 CZ2381'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHWEST CORNER OF THE
 CZ2381'BRIDGE ABUTMENT.  LOCATED
 CZ2381'5.1 METERS (16.7 FT) WEST FROM THE APPROXIMATE CENTER OF TRICO ROAD
 CZ2381'AND
 CZ2381'0.5 METERS (1.6 FT) WEST FROM A GUARDRAIL.
 CZ2381'
 CZ2381'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2381'
 CZ2381'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2381'
 CZ2381'DESCRIBED BY S.E. RANDALL.
 CZ2381
 CZ2381                          STATION RECOVERY (1996)
 CZ2381
 CZ2381'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2381'RECOVERED IN GOOD CONDITION.
 CZ2381
 CZ2381                          STATION RECOVERY (2007)
 CZ2381
 CZ2381'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0714 ***********************************************************************
 CZ0714  DESIGNATION -  F 295
 CZ0714  PID         -  CZ0714
 CZ0714  STATE/COUNTY-  AZ/PIMA
 CZ0714  USGS QUAD   -  AVRA (1992)
 CZ0714
 CZ0714                         *CURRENT SURVEY CONTROL
 CZ0714  ___________________________________________________________________
 CZ0714* NAD 83(1986)-  32 18 41.     (N)    111 09 19.     (W)     SCALED    
 CZ0714* NAVD 88     -       796.82   (+/-2cm)    2614.2    (feet)  VERTCON   
 CZ0714  ___________________________________________________________________
 CZ0714  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0714
 CZ0714.The horizontal coordinates were scaled from a topographic map and have
 CZ0714.an estimated accuracy of +/- 6 seconds.
 CZ0714
 CZ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0714.The vertical order pertains to the NGVD 29 superseded value.
 CZ0714
 CZ0714.The geoid height was determined by GEOID03.
 CZ0714
 CZ0714;                    North         East    Units  Estimated Accuracy
 CZ0714;SPC AZ C     -   145,650.      285,060.      MT  (+/- 180 meters Scaled)
 CZ0714
 CZ0714                          SUPERSEDED SURVEY CONTROL
 CZ0714
 CZ0714  NGVD 29 (??/??/92)  796.144  (m)         2612.02   (f) ADJ UNCH    2 0
 CZ0714
 CZ0714.Superseded values are not recommended for survey control.
 CZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0714.See file dsdata.txt to determine how the superseded data were derived.
 CZ0714
 CZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA853749(NAD 83)
 CZ0714_MARKER: DB = BENCH MARK DISK
 CZ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0714_STAMPING: F 295 1951
 CZ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0714+STABILITY: SURFACE MOTION
 CZ0714
 CZ0714  HISTORY     - Date     Condition        Report By
 CZ0714  HISTORY     - 1951     MONUMENTED       CGS
 CZ0714
 CZ0714                          STATION DESCRIPTION
 CZ0714
 CZ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0714'6.25 MI SW FROM CORTARO.
 CZ0714'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0714'CORTARO, THENCE 4.5 MILES SOUTHWEST ALONG KINNEY ROAD, 0.55 MILE SOUTH
 CZ0714'OF A T JUNCTION OF A ROAD LEADING NORTHWEST TO AVRA VALLEY, 181 FEET
 CZ0714'NORTHEAST OF THE CENTER OF THE ROAD AND A DRY WASH CROSSING THE ROAD,
 CZ0714'54 1/2 FEET NORTH OF THE CENTER OF A T JUNCTION OF A TRACK ROAD
 CZ0714'LEADING SOUTH, 24 FEET NORTHWEST OF THE CENTER LINE OF THE KINNEY
 CZ0714'ROAD, 3.3 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 CZ0714'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ0714'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0659 ***********************************************************************
 CZ0659  DESIGNATION -  F 296
 CZ0659  PID         -  CZ0659
 CZ0659  STATE/COUNTY-  AZ/PIMA
 CZ0659  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0659
 CZ0659                         *CURRENT SURVEY CONTROL
 CZ0659  ___________________________________________________________________
 CZ0659* NAD 83(1986)-  32 09 44.     (N)    111 12 06.     (W)     SCALED    
 CZ0659* NAVD 88     -       710.08   (+/-2cm)    2329.7    (feet)  VERTCON   
 CZ0659  ___________________________________________________________________
 CZ0659  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0659
 CZ0659.The horizontal coordinates were scaled from a topographic map and have
 CZ0659.an estimated accuracy of +/- 6 seconds.
 CZ0659
 CZ0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0659.The vertical order pertains to the NGVD 29 superseded value.
 CZ0659
 CZ0659.The geoid height was determined by GEOID03.
 CZ0659
 CZ0659;                    North         East    Units  Estimated Accuracy
 CZ0659;SPC AZ C     -   129,080.      280,800.      MT  (+/- 180 meters Scaled)
 CZ0659
 CZ0659                          SUPERSEDED SURVEY CONTROL
 CZ0659
 CZ0659  NGVD 29 (??/??/92)  709.415  (m)         2327.47   (f) ADJ UNCH    2 0
 CZ0659
 CZ0659.Superseded values are not recommended for survey control.
 CZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0659.See file dsdata.txt to determine how the superseded data were derived.
 CZ0659
 CZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA809584(NAD 83)
 CZ0659_MARKER: DB = BENCH MARK DISK
 CZ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0659_STAMPING: F 296 1951
 CZ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0659+STABILITY: SURFACE MOTION
 CZ0659
 CZ0659  HISTORY     - Date     Condition        Report By
 CZ0659  HISTORY     - 1951     MONUMENTED       CGS
 CZ0659  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0659
 CZ0659                          STATION DESCRIPTION
 CZ0659
 CZ0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0659'16.4 MI W FROM TUCSON.
 CZ0659'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0659'HIGHWAY 86, THENCE 2.8 MILES NORTH ALONG A SAND AND DIRT ROAD, 1.1
 CZ0659'MILE NORTHEAST OF A DIRT WATER TANK AND OF THE JUNCTION OF A TRACK
 CZ0659'ROAD LEADING EAST AND THEN NORTH, ABOUT 110 YARDS NORTHWEST OF THE
 CZ0659'CENTER OF A Y JUNCTION OF A ROAD LEADING WEST TO A RANCH HOUSE, ABOUT
 CZ0659'160 YARDS NORTHWEST OF A WINDMILL AND WATER TANK AT PHILLIPS RANCH, 61
 CZ0659'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST OF A GATE
 CZ0659'IN A FENCE, 2.9 FEET SOUTH OF A FENCE, 2.4 FEET WEST OF A WITNESS
 CZ0659'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0659'THE GROUND.
 CZ0659
 CZ0659                          STATION RECOVERY (1966)
 CZ0659
 CZ0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1114 ***********************************************************************
 CZ1114  DESIGNATION -  F 297
 CZ1114  PID         -  CZ1114
 CZ1114  STATE/COUNTY-  AZ/PINAL
 CZ1114  USGS QUAD   -  STANFIELD (1992)
 CZ1114
 CZ1114                         *CURRENT SURVEY CONTROL
 CZ1114  ___________________________________________________________________
 CZ1114* NAD 83(1986)-  32 52 45.     (N)    111 57 48.     (W)     SCALED    
 CZ1114* NAVD 88     -       398.63   (+/-2cm)    1307.8    (feet)  VERTCON   
 CZ1114  ___________________________________________________________________
 CZ1114  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1114
 CZ1114.The horizontal coordinates were scaled from a topographic map and have
 CZ1114.an estimated accuracy of +/- 6 seconds.
 CZ1114
 CZ1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1114.The vertical order pertains to the NGVD 29 superseded value.
 CZ1114
 CZ1114.The geoid height was determined by GEOID03.
 CZ1114
 CZ1114;                    North         East    Units  Estimated Accuracy
 CZ1114;SPC AZ C     -   208,350.      208,990.      MT  (+/- 180 meters Scaled)
 CZ1114
 CZ1114                          SUPERSEDED SURVEY CONTROL
 CZ1114
 CZ1114  NGVD 29 (??/??/92)  398.042  (m)         1305.91   (f) ADJ UNCH    2 0
 CZ1114
 CZ1114.Superseded values are not recommended for survey control.
 CZ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1114.See file dsdata.txt to determine how the superseded data were derived.
 CZ1114
 CZ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098383(NAD 83)
 CZ1114_MARKER: DB = BENCH MARK DISK
 CZ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1114_STAMPING: F 297 1951
 CZ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1114+STABILITY: SURFACE MOTION
 CZ1114
 CZ1114  HISTORY     - Date     Condition        Report By
 CZ1114  HISTORY     - 1951     MONUMENTED       CGS
 CZ1114  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1114
 CZ1114                          STATION DESCRIPTION
 CZ1114
 CZ1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1114'0.6 MI E FROM STANFIELD.
 CZ1114'0.6 MILE EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1114'STANFIELD, AT THE INTERSECTION OF STATE HIGHWAY 84 AND SOUTH STANFIELD
 CZ1114'ROAD, 48.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST
 CZ1114'OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF A COTTONWOOD TREE, 4.0
 CZ1114'FEET SOUTHEAST OF A POWER LINE POLE, 2.2 FEET NORTHEAST OF A FENCE
 CZ1114'CORNER, 2.0 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1114'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET
 CZ1114'LOWER THAN THE HIGHWAY.
 CZ1114
 CZ1114                          STATION RECOVERY (1963)
 CZ1114
 CZ1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0648 ***********************************************************************
 DA0648  DESIGNATION -  F 298
 DA0648  PID         -  DA0648
 DA0648  STATE/COUNTY-  AZ/MARICOPA
 DA0648  USGS QUAD   -  BOSQUE (1973)
 DA0648
 DA0648                         *CURRENT SURVEY CONTROL
 DA0648  ___________________________________________________________________
 DA0648* NAD 83(1986)-  32 54 22.     (N)    112 31 56.     (W)     SCALED    
 DA0648* NAVD 88     -       388.21   (+/-2cm)    1273.7    (feet)  VERTCON   
 DA0648  ___________________________________________________________________
 DA0648  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DA0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0648
 DA0648.The horizontal coordinates were scaled from a topographic map and have
 DA0648.an estimated accuracy of +/- 6 seconds.
 DA0648
 DA0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0648.The vertical order pertains to the NGVD 29 superseded value.
 DA0648
 DA0648.The geoid height was determined by GEOID03.
 DA0648
 DA0648;                    North         East    Units  Estimated Accuracy
 DA0648;SPC AZ C     -   211,510.      155,780.      MT  (+/- 180 meters Scaled)
 DA0648
 DA0648                          SUPERSEDED SURVEY CONTROL
 DA0648
 DA0648  NGVD 29 (??/??/92)  387.568  (m)         1271.55   (f) ADJ UNCH    2 0
 DA0648
 DA0648.Superseded values are not recommended for survey control.
 DA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0648.See file dsdata.txt to determine how the superseded data were derived.
 DA0648
 DA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB567419(NAD 83)
 DA0648_MARKER: DB = BENCH MARK DISK
 DA0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0648_STAMPING: F 298 1951
 DA0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0648+STABILITY: SURFACE MOTION
 DA0648
 DA0648  HISTORY     - Date     Condition        Report By
 DA0648  HISTORY     - 1951     MONUMENTED       CGS
 DA0648  HISTORY     - 1971     GOOD             NGS
 DA0648
 DA0648                          STATION DESCRIPTION
 DA0648
 DA0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0648'10.3 MI ESE FROM GILA BEND.
 DA0648'8.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 8 FROM THE JUNCTION OF
 DA0648'STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8, ABOUT 2 MILES SOUTHEAST OF
 DA0648'GILA BEND, 61 FEET NORTH OF THE CENTER LINE OF THE EAST BOUND LANE,
 DA0648'47, FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND LANE, 2.5 FEET
 DA0648'WEST OF A METAL WITNESS POST WITH SIGN STACHED, SET IN THE TOP OF A
 DA0648'12-INCH DIAMETER CONCRETE MONUMENT PROJECTING 5 INCHES.  NOTE-- (F 298
 DA0648'IS THE AZIMUTH MARK FOR STATION JIM 1960).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0077 ***********************************************************************
 DA0077  DESIGNATION -  F 299
 DA0077  PID         -  DA0077
 DA0077  STATE/COUNTY-  AZ/PINAL
 DA0077  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0077
 DA0077                         *CURRENT SURVEY CONTROL
 DA0077  ___________________________________________________________________
 DA0077* NAD 83(1986)-  32 52 45.     (N)    112 01 58.     (W)     SCALED    
 DA0077* NAVD 88     -       412.61   (+/-2cm)    1353.7    (feet)  VERTCON   
 DA0077  ___________________________________________________________________
 DA0077  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0077
 DA0077.The horizontal coordinates were scaled from a topographic map and have
 DA0077.an estimated accuracy of +/- 6 seconds.
 DA0077
 DA0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0077.The vertical order pertains to the NGVD 29 superseded value.
 DA0077
 DA0077.The geoid height was determined by GEOID03.
 DA0077
 DA0077;                    North         East    Units  Estimated Accuracy
 DA0077;SPC AZ C     -   208,360.      202,500.      MT  (+/- 180 meters Scaled)
 DA0077
 DA0077                          SUPERSEDED SURVEY CONTROL
 DA0077
 DA0077  NGVD 29 (??/??/92)  412.024  (m)         1351.78   (f) ADJ UNCH    2 0
 DA0077
 DA0077.Superseded values are not recommended for survey control.
 DA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0077.See file dsdata.txt to determine how the superseded data were derived.
 DA0077
 DA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB033383(NAD 83)
 DA0077_MARKER: DB = BENCH MARK DISK
 DA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0077_STAMPING: F 299 1951
 DA0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0077+STABILITY: SURFACE MOTION
 DA0077
 DA0077  HISTORY     - Date     Condition        Report By
 DA0077  HISTORY     - 1951     MONUMENTED       CGS
 DA0077  HISTORY     - 1975     GOOD             NGS
 DA0077
 DA0077                          STATION DESCRIPTION
 DA0077
 DA0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0077'3.5 MI W FROM STANFIELD.
 DA0077'3.5 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0077'STANFIELD, AT A WIDE DIP, ABOUT 110 YARDS WEST OF AND ACROSS THE
 DA0077'HIGHWAY FROM MILEPOST 162, ABOUT 137 YARDS WEST OF THE JUNCTION OF
 DA0077'SMITH ROAD, 48 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 83.5
 DA0077'FEET NORTHWEST OF B.M. 1352.09 (ASHD), 1.5 FEET SOUTH OF A FENCE, 1.8
 DA0077'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0077'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0077'HIGHWAY.
 DA0077
 DA0077                          STATION RECOVERY (1975)
 DA0077
 DA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DA0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1154 ***********************************************************************
 DV1154  DESIGNATION -  F 30 RESET
 DV1154  PID         -  DV1154
 DV1154  STATE/COUNTY-  AZ/LA PAZ
 DV1154  USGS QUAD   -  BEAR HILLS (1990)
 DV1154
 DV1154                         *CURRENT SURVEY CONTROL
 DV1154  ___________________________________________________________________
 DV1154* NAD 83(1986)-  33 40 48.     (N)    113 56 43.     (W)     SCALED    
 DV1154* NAVD 88     -       412.541  (meters)    1353.48   (feet)  ADJUSTED  
 DV1154  ___________________________________________________________________
 DV1154  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1154  DYNAMIC HT  -         412.070 (meters)    1351.93  (feet)  COMP
 DV1154  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 DV1154
 DV1154  VERT ORDER  -  FIRST     CLASS II
 DV1154
 DV1154.The horizontal coordinates were scaled from a topographic map and have
 DV1154.an estimated accuracy of +/- 6 seconds.
 DV1154
 DV1154.The orthometric height was determined by differential leveling
 DV1154.and adjusted in June 1991.
 DV1154
 DV1154.The geoid height was determined by GEOID03.
 DV1154
 DV1154.The dynamic height is computed by dividing the NAVD 88
 DV1154.geopotential number by the normal gravity value computed on the
 DV1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1154.degrees latitude (g = 980.6199 gals.).
 DV1154
 DV1154.The modeled gravity was interpolated from observed gravity values.
 DV1154
 DV1154;                    North         East    Units  Estimated Accuracy
 DV1154;SPC AZ W     -   297,190.      195,250.      MT  (+/- 180 meters Scaled)
 DV1154
 DV1154                          SUPERSEDED SURVEY CONTROL
 DV1154
 DV1154.No superseded survey control is available for this station.
 DV1154
 DV1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC269305(NAD 83)
 DV1154_MARKER: DB = BENCH MARK DISK
 DV1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1154_SP_SET: PAD
 DV1154_STAMPING: F 30 1933 RESET 1965
 DV1154_MARK LOGO: CGS   
 DV1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1154
 DV1154  HISTORY     - Date     Condition        Report By
 DV1154  HISTORY     - 1965     MONUMENTED       CGS
 DV1154  HISTORY     - 1981     GOOD             NGS
 DV1154  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1154
 DV1154                          STATION DESCRIPTION
 DV1154
 DV1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DV1154'17.3 MI E FROM QUARTZSITE.
 DV1154'ABOUT 17.3 MILES EAST OF QUARTZSITE, YUMA COUNTY, ON THE PROPERTY OF
 DV1154'THE BRENDA SERVICE STATION AND CAFE, 170 FEET NORTH OF THE CENTER LINE
 DV1154'OF U.S. HIGHWAY 60, 67.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DV1154'CAFE BUILDING, 43.0 FEET NORTH-NORTHEAST OF A POWERLINE POLE WITH
 DV1154'TRANSFORMER, 6.0 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 DV1154'ATTACHED AND AT THE CENTER OF AND 1.0 FOOT NORTH OF THE SOUTH EDGE OF
 DV1154'A CONCRETE PAD WHICH MEASURES 12 FEET EAST AND WEST BY 14 FEET NORTH
 DV1154'AND SOUTH.  THE DISK IS CEMENTED IN A DRILL HOLE, FLUSH WITH THE
 DV1154'SURFACE OF THE PAD.
 DV1154
 DV1154                          STATION RECOVERY (1981)
 DV1154
 DV1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1154'34.8 KM (21.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1154'SALOME ROAD IN SALOME, IN BRENDA ON THE PROPERTY OF THE BRENDA SERVICE
 DV1154'STATION, SET IN THE TOP CENTER OF A CONCRETE PAD MEASURING 12 X 14
 DV1154'FEET, 51.0 METERS (170 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DV1154'20.3 METERS (67.5 FT) WEST-NORTHWEST OF THE WEST CORNER OF THE
 DV1154'ABANDONED CAFE BUILDING, 12.9 METERS (43.0 FT) NORTHEAST OF A POWER
 DV1154'POLE WITH A TRANSFORMER, 0.3 METERS (1.0 FT) NORTH OF THE SOUTH EDGE
 DV1154'OF THE CONCRETE PAD.
 DV1154'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DV1154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DV1154
 DV1154                          STATION RECOVERY (2004)
 DV1154
 DV1154'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0175 ***********************************************************************
 DA0175  DESIGNATION -  F 300
 DA0175  PID         -  DA0175
 DA0175  STATE/COUNTY-  AZ/PINAL
 DA0175  USGS QUAD   -  KOHATK (1981)
 DA0175
 DA0175                         *CURRENT SURVEY CONTROL
 DA0175  ___________________________________________________________________
 DA0175* NAD 83(1986)-  32 31 51.     (N)    112 03 36.     (W)     SCALED    
 DA0175* NAVD 88     -       541.54   (+/-2cm)    1776.7    (feet)  VERTCON   
 DA0175  ___________________________________________________________________
 DA0175  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0175
 DA0175.The horizontal coordinates were scaled from a topographic map and have
 DA0175.an estimated accuracy of +/- 6 seconds.
 DA0175
 DA0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0175.The vertical order pertains to the NGVD 29 superseded value.
 DA0175
 DA0175.The geoid height was determined by GEOID03.
 DA0175
 DA0175;                    North         East    Units  Estimated Accuracy
 DA0175;SPC AZ C     -   169,740.      199,900.      MT  (+/- 180 meters Scaled)
 DA0175
 DA0175                          SUPERSEDED SURVEY CONTROL
 DA0175
 DA0175  NGVD 29 (??/??/92)  540.907  (m)         1774.63   (f) ADJ UNCH    2 0
 DA0175
 DA0175.Superseded values are not recommended for survey control.
 DA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0175.See file dsdata.txt to determine how the superseded data were derived.
 DA0175
 DA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA004997(NAD 83)
 DA0175_MARKER: DB = BENCH MARK DISK
 DA0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0175_STAMPING: F 300 1952
 DA0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0175+STABILITY: SURFACE MOTION
 DA0175
 DA0175  HISTORY     - Date     Condition        Report By
 DA0175  HISTORY     - 1952     MONUMENTED       CGS
 DA0175
 DA0175                          STATION DESCRIPTION
 DA0175
 DA0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0175'5.6 MI SW FROM QUAJOTE.
 DA0175'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0175'VILLAGE OF QUAJOTE, THENCE 3.0 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0175'BETWEEN THE ROAD AND A NORTHEAST-SOUTHWEST DIRT DRAINAGE DITCH, 62
 DA0175'FEET NORTHWEST OF THE CENTER OF THE DRAINAGE DITCH, 50 1/2 FEET
 DA0175'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF A WITNESS
 DA0175'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0175'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0747 ***********************************************************************
 CZ0747  DESIGNATION -  F 301
 CZ0747  PID         -  CZ0747
 CZ0747  STATE/COUNTY-  AZ/PIMA
 CZ0747  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0747
 CZ0747                         *CURRENT SURVEY CONTROL
 CZ0747  ___________________________________________________________________
 CZ0747* NAD 83(1986)-  32 14 59.     (N)    111 16 44.     (W)     SCALED    
 CZ0747* NAVD 88     -       674.49   (+/-2cm)    2212.9    (feet)  VERTCON   
 CZ0747  ___________________________________________________________________
 CZ0747  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0747
 CZ0747.The horizontal coordinates were scaled from a topographic map and have
 CZ0747.an estimated accuracy of +/- 6 seconds.
 CZ0747
 CZ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0747.The vertical order pertains to the NGVD 29 superseded value.
 CZ0747
 CZ0747.The geoid height was determined by GEOID03.
 CZ0747
 CZ0747;                    North         East    Units  Estimated Accuracy
 CZ0747;SPC AZ C     -   138,730.      273,460.      MT  (+/- 180 meters Scaled)
 CZ0747
 CZ0747                          SUPERSEDED SURVEY CONTROL
 CZ0747
 CZ0747  NGVD 29 (??/??/92)  673.867  (m)         2210.85   (f) ADJ UNCH    2 0
 CZ0747
 CZ0747.Superseded values are not recommended for survey control.
 CZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0747.See file dsdata.txt to determine how the superseded data were derived.
 CZ0747
 CZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA737681(NAD 83)
 CZ0747_MARKER: DB = BENCH MARK DISK
 CZ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0747_STAMPING: F 301 1951
 CZ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0747+STABILITY: SURFACE MOTION
 CZ0747
 CZ0747  HISTORY     - Date     Condition        Report By
 CZ0747  HISTORY     - 1951     MONUMENTED       CGS
 CZ0747  HISTORY     - 1975     GOOD             USGS
 CZ0747
 CZ0747                          STATION DESCRIPTION
 CZ0747
 CZ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0747'19.9 MI W FROM TUCSON.
 CZ0747'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0747'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0747'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0747'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0747'ALONG A DIRT ROAD, 1 MILE WEST OF DUNNS RANCH HOUSE, AT A NORTH-SOUTH
 CZ0747'POWER LINE AND NEAR A Y JUNCTION OF ROADS LEADING EAST AND NORTHWEST
 CZ0747'AND WEST TO THE POWER LINE, LEVEL LINE GOES SOUTH AND EAST AT THIS
 CZ0747'MARK, 251 1/2 FEET WEST ACROSS THE NORTH-SOUTH ROAD FROM THE CENTER OF
 CZ0747'THE Y JUNCTION, 44 1/2 FEET WEST OF THE CENTER LINE OF THE UNDER THE
 CZ0747'NORTH-SOUTH POWER LINE, 2.1 FEET SOUTH OF THE WITNESS POST, AND ABOUT
 CZ0747'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0747'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0747
 CZ0747                          STATION RECOVERY (1975)
 CZ0747
 CZ0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0747'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0747'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0747'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0747'BEND. TURN RIGHT (N.) 0.1 MI ON INDIAN RESERVATION RD. 80 FT W. OF
 CZ0747'CENTERLINE OF RD., 45 FT WEST OF NORTH-SOUTH POWERLINE. SET IN TOP OF
 CZ0747'CONCRETE POST PROJECTING 0.5 FT. NGS DISK STAMPED F 301 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0805 ***********************************************************************
 CG0805  DESIGNATION -  F 302
 CG0805  PID         -  CG0805
 CG0805  STATE/COUNTY-  AZ/PIMA
 CG0805  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0805
 CG0805                         *CURRENT SURVEY CONTROL
 CG0805  ___________________________________________________________________
 CG0805* NAD 83(1986)-  31 36 45.     (N)    111 31 05.     (W)     SCALED    
 CG0805* NAVD 88     -      1070.31   (+/-2cm)    3511.5    (feet)  VERTCON   
 CG0805  ___________________________________________________________________
 CG0805  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CG0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0805
 CG0805.The horizontal coordinates were scaled from a topographic map and have
 CG0805.an estimated accuracy of +/- 6 seconds.
 CG0805
 CG0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0805.The vertical order pertains to the NGVD 29 superseded value.
 CG0805
 CG0805.The geoid height was determined by GEOID03.
 CG0805
 CG0805;                    North         East    Units  Estimated Accuracy
 CG0805;SPC AZ C     -    67,970.      251,180.      MT  (+/- 180 meters Scaled)
 CG0805
 CG0805                          SUPERSEDED SURVEY CONTROL
 CG0805
 CG0805  NGVD 29 (??/??/92) 1069.526  (m)         3508.94   (f) ADJ UNCH    2 0
 CG0805
 CG0805.Superseded values are not recommended for survey control.
 CG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0805.See file dsdata.txt to determine how the superseded data were derived.
 CG0805
 CG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV508976(NAD 83)
 CG0805_MARKER: DB = BENCH MARK DISK
 CG0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0805_STAMPING: F 302 1951
 CG0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0805+STABILITY: SURFACE MOTION
 CG0805
 CG0805  HISTORY     - Date     Condition        Report By
 CG0805  HISTORY     - 1951     MONUMENTED       CGS
 CG0805  HISTORY     - 1975     GOOD             USGS
 CG0805  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0805
 CG0805                          STATION DESCRIPTION
 CG0805
 CG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0805'9.1 MI N FROM SASABE.
 CG0805'9.1 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0805'HOUSE AT SASABE, 0.4 MILE NORTH OF A CATTLE GUARD, NORTH OF A T
 CG0805'JUNCTION OF THE MAIN ROAD AND A ROAD LEADING WEST TO RANCHO DEL
 CG0805'QUIVARI AND AROS RANCH, 307 FEET NORTH OF THE CENTER OF THE T
 CG0805'JUNCTIONS OF ROADS, 43 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CG0805'141.5 FEET SOUTH OF A POWER LINE POLE, 2 FEET EAST OF THE WITNESS
 CG0805'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0805'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0805
 CG0805                          STATION RECOVERY (1975)
 CG0805
 CG0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0805'SASABE, 9.2 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO T-RD.
 CG0805'W. 305 FT N. OF T-RD. 42 FT W. OF CENTERLINE OF RD. SET IN CONCRETE
 CG0805'POST 1.7 FT ABOVE RD. STANDARD DISK STAMPED F 302 1951.
 CG0805
 CG0805                          STATION RECOVERY (2001)
 CG0805
 CG0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0805'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0940 ***********************************************************************
 CZ0940  DESIGNATION -  F 303
 CZ0940  PID         -  CZ0940
 CZ0940  STATE/COUNTY-  AZ/PIMA
 CZ0940  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0940
 CZ0940                         *CURRENT SURVEY CONTROL
 CZ0940  ___________________________________________________________________
 CZ0940* NAD 83(1986)-  32 21 06.     (N)    111 31 16.     (W)     SCALED    
 CZ0940* NAVD 88     -       740.03   (+/-2cm)    2427.9    (feet)  VERTCON   
 CZ0940  ___________________________________________________________________
 CZ0940  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0940
 CZ0940.The horizontal coordinates were scaled from a topographic map and have
 CZ0940.an estimated accuracy of +/- 6 seconds.
 CZ0940
 CZ0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0940.The vertical order pertains to the NGVD 29 superseded value.
 CZ0940
 CZ0940.The geoid height was determined by GEOID03.
 CZ0940
 CZ0940;                    North         East    Units  Estimated Accuracy
 CZ0940;SPC AZ C     -   149,930.      250,590.      MT  (+/- 180 meters Scaled)
 CZ0940
 CZ0940                          SUPERSEDED SURVEY CONTROL
 CZ0940
 CZ0940  NGVD 29 (??/??/92)  739.428  (m)         2425.94   (f) ADJ UNCH    2 0
 CZ0940
 CZ0940.Superseded values are not recommended for survey control.
 CZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0940.See file dsdata.txt to determine how the superseded data were derived.
 CZ0940
 CZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA509795(NAD 83)
 CZ0940_MARKER: DB = BENCH MARK DISK
 CZ0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0940_STAMPING: F 303 1951
 CZ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0940
 CZ0940  HISTORY     - Date     Condition        Report By
 CZ0940  HISTORY     - 1951     MONUMENTED       CGS
 CZ0940
 CZ0940                          STATION DESCRIPTION
 CZ0940
 CZ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0940'7.9 MI SE FROM SILVER BELL.
 CZ0940'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0940'THENCE 7.8 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.15 MILE NORTHWEST OF
 CZ0940'THE NORTHWEST EDGE OF A WIDE WASH, 0.5 MILE NORTHWEST OF A Y JUNCTION
 CZ0940'OF A GRAVEL ROAD LEADING SOUTH, 31 1/2 FEET NORTHEAST ACROSS FROM A
 CZ0940'PALO VERDE TREE, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2
 CZ0940'FEET SOUTH OF A WITNESS POST, AND BRAISED ON THE TOP OF A 3 1/2 INCH
 CZ0940'IRON PIPE, PROJECTING 1 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH
 CZ0940'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1318 ***********************************************************************
 CZ1318  DESIGNATION -  F 304
 CZ1318  PID         -  CZ1318
 CZ1318  STATE/COUNTY-  AZ/PINAL
 CZ1318  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1318
 CZ1318                         *CURRENT SURVEY CONTROL
 CZ1318  ___________________________________________________________________
 CZ1318* NAD 83(1986)-  32 36 06.     (N)    111 40 17.     (W)     SCALED    
 CZ1318* NAVD 88     -       484.52   (+/-2cm)    1589.6    (feet)  VERTCON   
 CZ1318  ___________________________________________________________________
 CZ1318  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ1318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1318
 CZ1318.The horizontal coordinates were scaled from a topographic map and have
 CZ1318.an estimated accuracy of +/- 6 seconds.
 CZ1318
 CZ1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1318.The vertical order pertains to the NGVD 29 superseded value.
 CZ1318
 CZ1318.The geoid height was determined by GEOID03.
 CZ1318
 CZ1318;                    North         East    Units  Estimated Accuracy
 CZ1318;SPC AZ C     -   177,610.      236,380.      MT  (+/- 180 meters Scaled)
 CZ1318
 CZ1318                          SUPERSEDED SURVEY CONTROL
 CZ1318
 CZ1318  NGVD 29 (??/??/92)  483.974  (m)         1587.84   (f) ADJ UNCH    2 0
 CZ1318
 CZ1318.Superseded values are not recommended for survey control.
 CZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1318.See file dsdata.txt to determine how the superseded data were derived.
 CZ1318
 CZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB370073(NAD 83)
 CZ1318_MARKER: DB = BENCH MARK DISK
 CZ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1318_STAMPING: F 304 1951
 CZ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1318+STABILITY: SURFACE MOTION
 CZ1318
 CZ1318  HISTORY     - Date     Condition        Report By
 CZ1318  HISTORY     - 1951     MONUMENTED       CGS
 CZ1318  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1318
 CZ1318                          STATION DESCRIPTION
 CZ1318
 CZ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1318'16.2 MI S FROM TOLTEC.
 CZ1318'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1318'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG TOLEC HIGHWAY,
 CZ1318'THENCE 3 MILES WEST ALONG THE PRETZER ROAD, THENCE 3 MILES SOUTH ALONG
 CZ1318'A GRADED ROAD AT A ROAD CROSSING AND ACROSS THE MAIN ROAD FROM A GROUP
 CZ1318'OF CABINS, AT THE SOUTHEAST CORNER OF THE ROAD CROSSING, 35 FEET SOUTH
 CZ1318'OF THE CENTER LINE OF THE CROSS ROAD, 30 FEET EAST OF THE CENTER LINE
 CZ1318'OF THE MAIN ROAD, 1.9 FEET SOUTH OF A POWER LINE POLE WITH ONE
 CZ1318'TRANSFORMER, 1.8 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ1318'THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.8 FOOT.
 CZ1318
 CZ1318                          STATION RECOVERY (1966)
 CZ1318
 CZ1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0473 ***********************************************************************
 CG0473  DESIGNATION -  F 305
 CG0473  PID         -  CG0473
 CG0473  STATE/COUNTY-  AZ/PIMA
 CG0473  USGS QUAD   -  PENITAS HILLS (1979)
 CG0473
 CG0473                         *CURRENT SURVEY CONTROL
 CG0473  ___________________________________________________________________
 CG0473* NAD 83(1986)-  31 48 51.     (N)    111 19 19.     (W)     SCALED    
 CG0473* NAVD 88     -      1042.41   (+/-2cm)    3420.0    (feet)  VERTCON   
 CG0473  ___________________________________________________________________
 CG0473  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CG0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0473
 CG0473.The horizontal coordinates were scaled from a topographic map and have
 CG0473.an estimated accuracy of +/- 6 seconds.
 CG0473
 CG0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0473.The vertical order pertains to the NGVD 29 superseded value.
 CG0473
 CG0473.The geoid height was determined by GEOID03.
 CG0473
 CG0473;                    North         East    Units  Estimated Accuracy
 CG0473;SPC AZ C     -    90,420.      269,670.      MT  (+/- 180 meters Scaled)
 CG0473
 CG0473                          SUPERSEDED SURVEY CONTROL
 CG0473
 CG0473  NGVD 29 (??/??/92) 1041.640  (m)         3417.45   (f) ADJ UNCH    2 0
 CG0473
 CG0473.Superseded values are not recommended for survey control.
 CG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0473.See file dsdata.txt to determine how the superseded data were derived.
 CG0473
 CG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA695198(NAD 83)
 CG0473_MARKER: DB = BENCH MARK DISK
 CG0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0473_STAMPING: F 305 1951
 CG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0473+STABILITY: SURFACE MOTION
 CG0473
 CG0473  HISTORY     - Date     Condition        Report By
 CG0473  HISTORY     - 1951     MONUMENTED       CGS
 CG0473  HISTORY     - 1952     GOOD             NGS
 CG0473
 CG0473                          STATION DESCRIPTION
 CG0473
 CG0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0473'22.8 MI SE FROM THREE POINTS.
 CG0473'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0473'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 5.4
 CG0473'MILES EAST ALONG A TRACK ROAD, 0.25 MILES EAST OF A T JUNCTION OF A
 CG0473'TRACK ROAD LEADING NORTH, 50 FEET SOUTH OF THE CENTER LINE OF THE
 CG0473'ROAD, 4.2 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 CG0473'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0666 ***********************************************************************
 CG0666  DESIGNATION -  F 306
 CG0666  PID         -  CG0666
 CG0666  STATE/COUNTY-  AZ/PIMA
 CG0666  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0666
 CG0666                         *CURRENT SURVEY CONTROL
 CG0666  ___________________________________________________________________
 CG0666* NAD 83(1986)-  31 48 39.     (N)    111 40 21.     (W)     SCALED    
 CG0666* NAVD 88     -       934.78   (+/-2cm)    3066.9    (feet)  VERTCON   
 CG0666  ___________________________________________________________________
 CG0666  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0666
 CG0666.The horizontal coordinates were scaled from a topographic map and have
 CG0666.an estimated accuracy of +/- 6 seconds.
 CG0666
 CG0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0666.The vertical order pertains to the NGVD 29 superseded value.
 CG0666
 CG0666.The geoid height was determined by GEOID03.
 CG0666
 CG0666;                    North         East    Units  Estimated Accuracy
 CG0666;SPC AZ C     -    89,920.      236,480.      MT  (+/- 180 meters Scaled)
 CG0666
 CG0666                          SUPERSEDED SURVEY CONTROL
 CG0666
 CG0666  NGVD 29 (??/??/92)  934.015  (m)         3064.35   (f) ADJ UNCH    2 0
 CG0666
 CG0666.Superseded values are not recommended for survey control.
 CG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0666.See file dsdata.txt to determine how the superseded data were derived.
 CG0666
 CG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA363196(NAD 83)
 CG0666_MARKER: DB = BENCH MARK DISK
 CG0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0666_STAMPING: F 306 1952
 CG0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0666+STABILITY: SURFACE MOTION
 CG0666
 CG0666  HISTORY     - Date     Condition        Report By
 CG0666  HISTORY     - 1952     MONUMENTED       CGS
 CG0666
 CG0666                          STATION DESCRIPTION
 CG0666
 CG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0666'9.7 MI E FROM TOPAWA.
 CG0666'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0666'TOPAWA, THENCE 0.8 MILE NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0666'ROAD, AT A WASH ACROSS THE ROAD, 150 FEET SOUTHWEST OF THE CENTER OF
 CG0666'THE ROAD AND A WASH CROSSING THE ROAD WITH A CONCRETE RETAINING WALL,
 CG0666'27 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH
 CG0666'OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET
 CG0666'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0324 ***********************************************************************
 DA0324  DESIGNATION -  F 307
 DA0324  PID         -  DA0324
 DA0324  STATE/COUNTY-  AZ/PIMA
 DA0324  USGS QUAD   -  AJO SOUTH (1990)
 DA0324
 DA0324                         *CURRENT SURVEY CONTROL
 DA0324  ___________________________________________________________________
 DA0324* NAD 83(1986)-  32 21 36.     (N)    112 50 00.     (W)     SCALED    
 DA0324* NAVD 88     -       520.223  (meters)    1706.77   (feet)  ADJUSTED  
 DA0324  ___________________________________________________________________
 DA0324  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0324  DYNAMIC HT  -         519.557 (meters)    1704.58  (feet)  COMP
 DA0324  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 DA0324
 DA0324  VERT ORDER  -  FIRST     CLASS II
 DA0324
 DA0324.The horizontal coordinates were scaled from a topographic map and have
 DA0324.an estimated accuracy of +/- 6 seconds.
 DA0324
 DA0324.The orthometric height was determined by differential leveling
 DA0324.and adjusted in June 1991.
 DA0324
 DA0324.The geoid height was determined by GEOID03.
 DA0324
 DA0324.The dynamic height is computed by dividing the NAVD 88
 DA0324.geopotential number by the normal gravity value computed on the
 DA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0324.degrees latitude (g = 980.6199 gals.).
 DA0324
 DA0324.The modeled gravity was interpolated from observed gravity values.
 DA0324
 DA0324;                    North         East    Units  Estimated Accuracy
 DA0324;SPC AZ C     -   151,150.      127,090.      MT  (+/- 180 meters Scaled)
 DA0324
 DA0324                          SUPERSEDED SURVEY CONTROL
 DA0324
 DA0324  NGVD 29 (??/??/92)  519.546  (m)         1704.54   (f) ADJ UNCH    1 2
 DA0324
 DA0324.Superseded values are not recommended for survey control.
 DA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0324.See file dsdata.txt to determine how the superseded data were derived.
 DA0324
 DA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA274818(NAD 83)
 DA0324_MARKER: DB = BENCH MARK DISK
 DA0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0324_STAMPING: F 307 1952
 DA0324_PROJECTION: PROJECTING 8 CENTIMETERS
 DA0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0324+STABILITY: SURFACE MOTION
 DA0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0324+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0324
 DA0324  HISTORY     - Date     Condition        Report By
 DA0324  HISTORY     - 1952     MONUMENTED       CGS
 DA0324  HISTORY     - 1953     GOOD             NGS
 DA0324  HISTORY     - 1981     GOOD             NGS
 DA0324  HISTORY     - 1989     GOOD             USPSQD
 DA0324  HISTORY     - 19970216 GOOD             USPSQD
 DA0324  HISTORY     - 19990203 GOOD             USPSQD
 DA0324  HISTORY     - 20060218 GOOD             USPSQD
 DA0324
 DA0324                          STATION DESCRIPTION
 DA0324
 DA0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0324'2.05 MI SE FROM AJO.
 DA0324'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0324'FROM THE STATION AT AJO, THENCE 1.9 MILE SOUTHEAST ALONG STATE HIGHWAY
 DA0324'86, AT THE T JUNCTION OF A ROAD LEADING SOUTHWEST TO DARBY WELL, 124
 DA0324'FEET SOUTH OF A LARGE CORRUGATED METAL PIPE CULVERT, 107 FEET WEST OF
 DA0324'THE CENTER OF THE JUNCTION, 85 1/2 FEET SOUTHWEST OF THE CENTER LINE
 DA0324'OF THE HIGHWAY, 93 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.2
 DA0324'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 DA0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0324'GROUND.
 DA0324
 DA0324                          STATION RECOVERY (1981)
 DA0324
 DA0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0324'3.0 KM (1.9 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE TUCSON,
 DA0324'CORNELIA AND GILA BEND RAILROAD CROSSING IN AJO, 0.25 KM (0.15 MI)
 DA0324'SOUTHEAST OF HIGHWAY MILEPOST 44, 26.1 M (85.5 FT) SOUTHWEST OF THE
 DA0324'CENTERLINE OF THE HIGHWAY, 29.0 M (95.0 FT) NORTHEAST OF A WIRE
 DA0324'FENCE LINE.
 DA0324'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA0324'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
 DA0324
 DA0324                          STATION RECOVERY (1989)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJS)
 DA0324'RECOVERED IN GOOD CONDITION.
 DA0324
 DA0324                          STATION RECOVERY (1997)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0324'RECOVERED IN GOOD CONDITION.
 DA0324
 DA0324                          STATION RECOVERY (1999)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0324'RECOVERED IN GOOD CONDITION.
 DA0324
 DA0324                          STATION RECOVERY (2006)
 DA0324
 DA0324'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0091 ***********************************************************************
 CH0091  DESIGNATION -  F 308
 CH0091  PID         -  CH0091
 CH0091  STATE/COUNTY-  AZ/PIMA
 CH0091  USGS QUAD   -  LUKEVILLE (1988)
 CH0091
 CH0091                         *CURRENT SURVEY CONTROL
 CH0091  ___________________________________________________________________
 CH0091* NAD 83(1986)-  31 53 59.     (N)    112 50 33.     (W)     SCALED    
 CH0091* NAVD 88     -       441.59   (+/-2cm)    1448.8    (feet)  VERTCON   
 CH0091  ___________________________________________________________________
 CH0091  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 CH0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0091
 CH0091.The horizontal coordinates were scaled from a topographic map and have
 CH0091.an estimated accuracy of +/- 6 seconds.
 CH0091
 CH0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0091.The vertical order pertains to the NGVD 29 superseded value.
 CH0091
 CH0091.The geoid height was determined by GEOID03.
 CH0091
 CH0091;                    North         East    Units  Estimated Accuracy
 CH0091;SPC AZ C     -   100,120.      125,790.      MT  (+/- 180 meters Scaled)
 CH0091
 CH0091                          SUPERSEDED SURVEY CONTROL
 CH0091
 CH0091  NGVD 29 (??/??/92)  440.847  (m)         1446.35   (f) ADJ UNCH    2 0
 CH0091
 CH0091.Superseded values are not recommended for survey control.
 CH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0091.See file dsdata.txt to determine how the superseded data were derived.
 CH0091
 CH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA257308(NAD 83)
 CH0091_MARKER: DB = BENCH MARK DISK
 CH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0091_STAMPING: F 308 1952
 CH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0091+STABILITY: SURFACE MOTION
 CH0091
 CH0091  HISTORY     - Date     Condition        Report By
 CH0091  HISTORY     - 1952     MONUMENTED       CGS
 CH0091
 CH0091                          STATION DESCRIPTION
 CH0091
 CH0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0091'3.35 MI NW FROM LUKEVILLE.
 CH0091'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0091'LUKEVILLE TO JUNCTION, THENCE 2.4 MILES WEST ALONG A GRAVEL ROAD TO
 CH0091'QUITOVOQUITO, 0.1 MILE WEST OF Y JUNCTION OF MAIN ROAD AND A ROAD
 CH0091'LEADING NORTHWEST, 39 1/2 FEET SOUTH OF THE ROAD CENTERLINE, 3 FT.
 CH0091'NORTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.4 FOOT, AND
 CH0091'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0417 ***********************************************************************
 DA0417  DESIGNATION -  F 309
 DA0417  PID         -  DA0417
 DA0417  STATE/COUNTY-  AZ/PIMA
 DA0417  USGS QUAD   -  ARMENTA WELL (1990)
 DA0417
 DA0417                         *CURRENT SURVEY CONTROL
 DA0417  ___________________________________________________________________
 DA0417* NAD 83(1986)-  32 08 47.     (N)    112 47 40.     (W)     SCALED    
 DA0417* NAVD 88     -       525.65   (+/-2cm)    1724.6    (feet)  VERTCON   
 DA0417  ___________________________________________________________________
 DA0417  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0417
 DA0417.The horizontal coordinates were scaled from a topographic map and have
 DA0417.an estimated accuracy of +/- 6 seconds.
 DA0417
 DA0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0417.The vertical order pertains to the NGVD 29 superseded value.
 DA0417
 DA0417.The geoid height was determined by GEOID03.
 DA0417
 DA0417;                    North         East    Units  Estimated Accuracy
 DA0417;SPC AZ C     -   127,440.      130,560.      MT  (+/- 180 meters Scaled)
 DA0417
 DA0417                          SUPERSEDED SURVEY CONTROL
 DA0417
 DA0417  NGVD 29 (??/??/92)  524.929  (m)         1722.20   (f) ADJ UNCH    2 0
 DA0417
 DA0417.Superseded values are not recommended for survey control.
 DA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0417.See file dsdata.txt to determine how the superseded data were derived.
 DA0417
 DA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA307580(NAD 83)
 DA0417_MARKER: DB = BENCH MARK DISK
 DA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0417_STAMPING: F 309 1952
 DA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0417+STABILITY: SURFACE MOTION
 DA0417
 DA0417  HISTORY     - Date     Condition        Report By
 DA0417  HISTORY     - 1952     MONUMENTED       CGS
 DA0417
 DA0417                          STATION DESCRIPTION
 DA0417
 DA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0417'21.9 MI S FROM AJO.
 DA0417'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0417'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0417'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG SONOYTA-AJO
 DA0417'HIGHWAY TO INTERSECTION, THENCE 1.8 MILES WEST ALONG TRACK ROAD, 40
 DA0417'FEET NORTH OF THE CENTERLINE OF ROAD, 2.2 FEET SOUTH OF THE WITNESS
 DA0417'POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT LEVEL WITH THE
 DA0417'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0095 ***********************************************************************
 ET0095  DESIGNATION -  F 31
 ET0095  PID         -  ET0095
 ET0095  STATE/COUNTY-  AZ/YAVAPAI
 ET0095  USGS QUAD   -  COTTONWOOD (1973)
 ET0095
 ET0095                         *CURRENT SURVEY CONTROL
 ET0095  ___________________________________________________________________
 ET0095* NAD 83(1986)-  34 44 40.     (N)    112 00 47.     (W)     SCALED    
 ET0095* NAVD 88     -      1010.958  (meters)    3316.78   (feet)  ADJUSTED  
 ET0095  ___________________________________________________________________
 ET0095  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 ET0095  DYNAMIC HT  -        1009.690 (meters)    3312.62  (feet)  COMP
 ET0095  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 ET0095
 ET0095  VERT ORDER  -  FIRST     CLASS II
 ET0095
 ET0095.The horizontal coordinates were scaled from a topographic map and have
 ET0095.an estimated accuracy of +/- 6 seconds.
 ET0095
 ET0095.The orthometric height was determined by differential leveling
 ET0095.and adjusted in June 1991.
 ET0095
 ET0095.The geoid height was determined by GEOID03.
 ET0095
 ET0095.The dynamic height is computed by dividing the NAVD 88
 ET0095.geopotential number by the normal gravity value computed on the
 ET0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0095.degrees latitude (g = 980.6199 gals.).
 ET0095
 ET0095.The modeled gravity was interpolated from observed gravity values.
 ET0095
 ET0095;                    North         East    Units  Estimated Accuracy
 ET0095;SPC AZ C     -   415,230.      204,530.      MT  (+/- 180 meters Scaled)
 ET0095
 ET0095                          SUPERSEDED SURVEY CONTROL
 ET0095
 ET0095  NGVD 29 (??/??/92) 1010.216  (m)         3314.35   (f) ADJ UNCH    1 2
 ET0095
 ET0095.Superseded values are not recommended for survey control.
 ET0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0095.See file dsdata.txt to determine how the superseded data were derived.
 ET0095
 ET0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD072451(NAD 83)
 ET0095_MARKER: DB = BENCH MARK DISK
 ET0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0095_STAMPING: 3314.350 F 31 1933
 ET0095_MARK LOGO: CGS   
 ET0095_PROJECTION: PROJECTING 10 CENTIMETERS
 ET0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0095+STABILITY: SURFACE MOTION
 ET0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0095+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ET0095
 ET0095  HISTORY     - Date     Condition        Report By
 ET0095  HISTORY     - 1933     MONUMENTED       CGS
 ET0095  HISTORY     - 1975     GOOD             NGS
 ET0095  HISTORY     - 1982     GOOD             NGS
 ET0095  HISTORY     - 19950426 GOOD             USPSQD
 ET0095  HISTORY     - 20010511 GOOD             NGS
 ET0095  HISTORY     - 20050508 GOOD             USPSQD
 ET0095
 ET0095                          STATION DESCRIPTION
 ET0095
 ET0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0095'0.9 MI E FROM COTTONWOOD.
 ET0095'CONCRETE POST, 30 FEET EAST OF SOUTH ENTRANCE TO COTTONWOOD CEMETARY,
 ET0095'135 FEET NORTH OF HIGHWAY CENTER-LINE.
 ET0095
 ET0095                          STATION RECOVERY (1975)
 ET0095
 ET0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ET0095'RECOVERED IN GOOD CONDITION.
 ET0095
 ET0095                          STATION RECOVERY (1982)
 ET0095
 ET0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ET0095'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ET0095'2.9 KM (1.8 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 ET0095'OF STATE HIGHWAY 279 IN COTTONWOOD, INSIDE THE MAIN GATE TO THE
 ET0095'COTTONWOOD CEMETERY, 1.4 METERS (4 FT) NORTH OF THE NORTHWEST CORNER
 ET0095'OF THE BELL MEMORIAL PLOT, 9.0 METERS (30 FT) NORTH OF A FLAGPOLE,
 ET0095'24.0 METERS (79 FT) NORTH-NORTHEAST OF THE EAST STEEL GATE POST, 8.0
 ET0095'METERS (26 FT) EAST OF THE EXTENDED CENTER OF THE MAIN ENTRANCE.
 ET0095'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ET0095
 ET0095                          STATION RECOVERY (1995)
 ET0095
 ET0095'RECOVERY NOTE BY US POWER SQUADRON 1995
 ET0095'RECOVERED IN GOOD CONDITION.
 ET0095
 ET0095                          STATION RECOVERY (2001)
 ET0095
 ET0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0095'RECOVERED IN GOOD CONDITION.
 ET0095
 ET0095                          STATION RECOVERY (2005)
 ET0095
 ET0095'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0095'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0020 ***********************************************************************
 GP0020  DESIGNATION -  F 31
 GP0020  PID         -  GP0020
 GP0020  STATE/COUNTY-  AZ/NAVAJO
 GP0020  USGS QUAD   -  KAYENTA WEST (1968)
 GP0020
 GP0020                         *CURRENT SURVEY CONTROL
 GP0020  ___________________________________________________________________
 GP0020* NAD 83(1986)-  36 43 39.     (N)    110 15 19.     (W)     SCALED    
 GP0020* NAVD 88     -      1720.214  (meters)    5643.74   (feet)  ADJUSTED  
 GP0020  ___________________________________________________________________
 GP0020  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0020  DYNAMIC HT  -        1718.143 (meters)    5636.94  (feet)  COMP
 GP0020  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 GP0020
 GP0020  VERT ORDER  -  FIRST     CLASS II
 GP0020
 GP0020.The horizontal coordinates were scaled from a topographic map and have
 GP0020.an estimated accuracy of +/- 6 seconds.
 GP0020
 GP0020.The orthometric height was determined by differential leveling
 GP0020.and adjusted in June 1991.
 GP0020
 GP0020.The geoid height was determined by GEOID03.
 GP0020
 GP0020.The dynamic height is computed by dividing the NAVD 88
 GP0020.geopotential number by the normal gravity value computed on the
 GP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0020.degrees latitude (g = 980.6199 gals.).
 GP0020
 GP0020.The modeled gravity was interpolated from observed gravity values.
 GP0020
 GP0020;                    North         East    Units  Estimated Accuracy
 GP0020;SPC AZ E     -   635,240.      205,450.      MT  (+/- 180 meters Scaled)
 GP0020
 GP0020                          SUPERSEDED SURVEY CONTROL
 GP0020
 GP0020  NGVD 29 (??/??/92) 1719.314  (m)         5640.78   (f) ADJ UNCH    1 2
 GP0020
 GP0020.Superseded values are not recommended for survey control.
 GP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0020.See file dsdata.txt to determine how the superseded data were derived.
 GP0020
 GP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF664649(NAD 83)
 GP0020_MARKER: DB = BENCH MARK DISK
 GP0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0020_SP_SET: BALUSTRADE
 GP0020_STAMPING: 5640.783 F 31 1933
 GP0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0020
 GP0020  HISTORY     - Date     Condition        Report By
 GP0020  HISTORY     - 1933     MONUMENTED       CGS
 GP0020  HISTORY     - 1934     GOOD             NGS
 GP0020  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0020
 GP0020                          STATION DESCRIPTION
 GP0020
 GP0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0020'IN KAYENTA.
 GP0020'AT KAYENTA, NAVAJO COUNTY, AT THE WETHERILL-COLVILLE GUEST RANCH, AT
 GP0020'THE NORTHEAST CORNER OF THE HOUSE, AND IN THE TOP OF THE NORTH END OF
 GP0020'A STONE BALUSTRADE ON THE PORCH.  A STANDARD DISK, STAMPED 5640.783 F
 GP0020'31 1933.  NOTE-- ABOUT 0.9 MI EAST ALONG STATE HIGHWAY 89A FROM THE
 GP0020'POST OFFICE AT COTTONWOOD.  THE HIGHWAY HAS BEEN CHANGED FROM 79 TO
 GP0020'89A.
 GP0020
 GP0020                          STATION RECOVERY (1983)
 GP0020
 GP0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1259 ***********************************************************************
 CZ1259  DESIGNATION -  F 310
 CZ1259  PID         -  CZ1259
 CZ1259  STATE/COUNTY-  AZ/PINAL
 CZ1259  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1259
 CZ1259                         *CURRENT SURVEY CONTROL
 CZ1259  ___________________________________________________________________
 CZ1259* NAD 83(1986)-  32 36 32.     (N)    111 52 55.     (W)     SCALED    
 CZ1259* NAVD 88     -       465.38   (+/-2cm)    1526.8    (feet)  VERTCON   
 CZ1259  ___________________________________________________________________
 CZ1259  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1259
 CZ1259.The horizontal coordinates were scaled from a topographic map and have
 CZ1259.an estimated accuracy of +/- 6 seconds.
 CZ1259
 CZ1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1259.The vertical order pertains to the NGVD 29 superseded value.
 CZ1259
 CZ1259.The geoid height was determined by GEOID03.
 CZ1259
 CZ1259;                    North         East    Units  Estimated Accuracy
 CZ1259;SPC AZ C     -   178,380.      216,620.      MT  (+/- 180 meters Scaled)
 CZ1259
 CZ1259                          SUPERSEDED SURVEY CONTROL
 CZ1259
 CZ1259  NGVD 29 (??/??/92)  464.796  (m)         1524.92   (f) ADJ UNCH    2 0
 CZ1259
 CZ1259.Superseded values are not recommended for survey control.
 CZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1259.See file dsdata.txt to determine how the superseded data were derived.
 CZ1259
 CZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB172082(NAD 83)
 CZ1259_MARKER: DB = BENCH MARK DISK
 CZ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1259_STAMPING: F 310 1952
 CZ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1259+STABILITY: SURFACE MOTION
 CZ1259
 CZ1259  HISTORY     - Date     Condition        Report By
 CZ1259  HISTORY     - 1952     MONUMENTED       CGS
 CZ1259
 CZ1259                          STATION DESCRIPTION
 CZ1259
 CZ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1259'0.8 MI E FROM JACKRABBIT.
 CZ1259'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1259'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 0.4 MILE EAST ALONG A
 CZ1259'TRACK ROAD, 0.8 MILE EAST OF THE JUNCTION OF THE NEW CASA GRANDE ROAD,
 CZ1259'ON THE NORTH SIDE OF A STEEP ROCK COVERED HILL, AT THE Y JUNCTION OF A
 CZ1259'TRACK ROAD LEADING NORTHEAST, IN THE CROTCH OF THE Y JUNCTION, 2.2
 CZ1259'FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 21 FEET NORTH OF THE
 CZ1259'CENTERLINE OF THE MAIN ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST, AND
 CZ1259'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ1259'GROUND, ABOUT 1 FOOT LOWER THAN THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0929 ***********************************************************************
 CZ0929  DESIGNATION -  F 311
 CZ0929  PID         -  CZ0929
 CZ0929  STATE/COUNTY-  AZ/PIMA
 CZ0929  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0929
 CZ0929                         *CURRENT SURVEY CONTROL
 CZ0929  ___________________________________________________________________
 CZ0929* NAD 83(1986)-  32 18 08.     (N)    111 50 36.     (W)     SCALED    
 CZ0929* NAVD 88     -       580.67   (+/-2cm)    1905.1    (feet)  VERTCON   
 CZ0929  ___________________________________________________________________
 CZ0929  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 CZ0929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0929
 CZ0929.The horizontal coordinates were scaled from a topographic map and have
 CZ0929.an estimated accuracy of +/- 6 seconds.
 CZ0929
 CZ0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0929.The vertical order pertains to the NGVD 29 superseded value.
 CZ0929
 CZ0929.The geoid height was determined by GEOID03.
 CZ0929
 CZ0929;                    North         East    Units  Estimated Accuracy
 CZ0929;SPC AZ C     -   144,380.      220,270.      MT  (+/- 180 meters Scaled)
 CZ0929
 CZ0929                          SUPERSEDED SURVEY CONTROL
 CZ0929
 CZ0929  NGVD 29 (??/??/92)  580.064  (m)         1903.09   (f) ADJ UNCH    2 0
 CZ0929
 CZ0929.Superseded values are not recommended for survey control.
 CZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0929.See file dsdata.txt to determine how the superseded data were derived.
 CZ0929
 CZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA206742(NAD 83)
 CZ0929_MARKER: DB = BENCH MARK DISK
 CZ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0929_STAMPING: F 311 1952
 CZ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0929+STABILITY: SURFACE MOTION
 CZ0929
 CZ0929  HISTORY     - Date     Condition        Report By
 CZ0929  HISTORY     - 1952     MONUMENTED       CGS
 CZ0929
 CZ0929                          STATION DESCRIPTION
 CZ0929
 CZ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0929'11.75 MI E FROM SANTA ROSA.
 CZ0929'11.75 MILE EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0929'0.35 MILE WEST OF THE WEST EDGE OF A RESERVOIR, AT A LARGE CLEARING
 CZ0929'SPOTTED WITH IRON WOOD TREES, ABOUT 80 YARDS EAST OF A WIDE SNAD WASH
 CZ0929'WHICH OUTLINES THE WEST EDGE OF THE CLEARING, ABOUT 75 YARDS SOUTH OF
 CZ0929'THE NORTH EDGE OF THE CLEARING, 36 1/2 FEET SOUTHWEST OF AN IRONWOOD
 CZ0929'TREE, 24 FEET SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 CZ0929'ROAD, 2.9 FEET NORTHWEST OF A WITNESS POST, AND SET IN A CONCRETE POST
 CZ0929'PROJECTING 0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0297 ***********************************************************************
 ET0297  DESIGNATION -  F 312
 ET0297  PID         -  ET0297
 ET0297  STATE/COUNTY-  AZ/YAVAPAI
 ET0297  USGS QUAD   -  JOES HILL (1969)
 ET0297
 ET0297                         *CURRENT SURVEY CONTROL
 ET0297  ___________________________________________________________________
 ET0297* NAD 83(1986)-  34 14 48.     (N)    112 03 02.     (W)     SCALED    
 ET0297* NAVD 88     -      1098.72   (+/-2cm)    3604.7    (feet)  VERTCON   
 ET0297  ___________________________________________________________________
 ET0297  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 ET0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0297
 ET0297.The horizontal coordinates were scaled from a topographic map and have
 ET0297.an estimated accuracy of +/- 6 seconds.
 ET0297
 ET0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0297.The vertical order pertains to the NGVD 29 superseded value.
 ET0297
 ET0297.The geoid height was determined by GEOID03.
 ET0297
 ET0297;                    North         East    Units  Estimated Accuracy
 ET0297;SPC AZ C     -   360,020.      201,030.      MT  (+/- 180 meters Scaled)
 ET0297
 ET0297                          SUPERSEDED SURVEY CONTROL
 ET0297
 ET0297  NGVD 29 (??/??/92) 1098.070  (m)         3602.58   (f) ADJ UNCH    2 0
 ET0297
 ET0297.Superseded values are not recommended for survey control.
 ET0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0297.See file dsdata.txt to determine how the superseded data were derived.
 ET0297
 ET0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC032900(NAD 83)
 ET0297_MARKER: DB = BENCH MARK DISK
 ET0297_SETTING: 66 = SET IN ROCK OUTCROP
 ET0297_SP_SET: OUTCROP
 ET0297_STAMPING: F 312 1952
 ET0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0297+STABILITY: POSITION/ELEVATION WELL
 ET0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0297+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0297
 ET0297  HISTORY     - Date     Condition        Report By
 ET0297  HISTORY     - 1952     MONUMENTED       CGS
 ET0297  HISTORY     - 20080125 GOOD             GEOCAC
 ET0297
 ET0297                          STATION DESCRIPTION
 ET0297
 ET0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0297'10.8 MI SE FROM CORDES.
 ET0297'10.8 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE
 ET0297'AT CORDES, AT A POINT WHERE THE ROAD CLIMBS TO THE TOP OF A MESA, ON
 ET0297'THE OUTSIDE OF A CURVE, IN TOP OF THE CENTER OF A 3-FOOT BY 5-FOOT
 ET0297'OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND AND SURROUNDED BY
 ET0297'SMALLER OUTCROPS AND BOULDERS, 63 FEET NORTH OF THE CENTER LINE OF AND
 ET0297'ABOUT LEVEL WITH THE ROAD AT THE CURVE.
 ET0297
 ET0297                          STATION RECOVERY (2008)
 ET0297
 ET0297'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0297'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0297'THE DESCRIPTION - THE MARK IS LOCATED 4.7 MILES SOUTHEAST ALONG BLOODY
 ET0297'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17, 26 FEET
 ET0297'NORTHWEST OF CATTLE GUARD, AND 26 FEET NORTH OF A FENCE. HANDHELD
 ET0297'COORDINATES
 ET0297'34 14 48.9 (N)   112 03 02.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0008 ***********************************************************************
 CG0008  DESIGNATION -  F 313
 CG0008  PID         -  CG0008
 CG0008  STATE/COUNTY-  AZ/COCHISE
 CG0008  USGS QUAD   -  MESCAL (1983)
 CG0008
 CG0008                         *CURRENT SURVEY CONTROL
 CG0008  ___________________________________________________________________
 CG0008* NAD 83(1986)-  31 59 32.     (N)    110 25 21.     (W)     SCALED    
 CG0008* NAVD 88     -      1222.83   (+/-2cm)    4011.9    (feet)  VERTCON   
 CG0008  ___________________________________________________________________
 CG0008  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0008
 CG0008.The horizontal coordinates were scaled from a topographic map and have
 CG0008.an estimated accuracy of +/- 6 seconds.
 CG0008
 CG0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0008.The vertical order pertains to the NGVD 29 superseded value.
 CG0008
 CG0008.The geoid height was determined by GEOID03.
 CG0008
 CG0008;                    North         East    Units  Estimated Accuracy
 CG0008;SPC AZ E     -   110,030.      189,190.      MT  (+/- 180 meters Scaled)
 CG0008
 CG0008                          SUPERSEDED SURVEY CONTROL
 CG0008
 CG0008  NGVD 29 (??/??/92) 1222.016  (m)         4009.23   (f) ADJ UNCH    1 2
 CG0008
 CG0008.Superseded values are not recommended for survey control.
 CG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0008.See file dsdata.txt to determine how the superseded data were derived.
 CG0008
 CG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA545397(NAD 83)
 CG0008_MARKER: DB = BENCH MARK DISK
 CG0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0008_SP_SET: ABUTMENT
 CG0008_STAMPING: F 313 1952
 CG0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0008
 CG0008  HISTORY     - Date     Condition        Report By
 CG0008  HISTORY     - 1952     MONUMENTED       CGS
 CG0008  HISTORY     - 1960     GOOD             NGS
 CG0008
 CG0008                          STATION DESCRIPTION
 CG0008
 CG0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0008'0.7 MI E FROM MESCAL.
 CG0008'0.7 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0008'MESCAL, 0.35 MILE EAST OF A RAILROAD OVERPASS AND MILE POLE 1024, AT
 CG0008'BRIDGE 1024.36, SET IN TOP OF THE EAST CONCRETE ABUTMENT, 6.6 FEET
 CG0008'SOUTH OF THE SOUTH RAIL, 1.8 FEET SOUTHWEST OF THE EAST END OF THE
 CG0008'WOODEN CURBING AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 CG0008
 CG0008                          STATION RECOVERY (1960)
 CG0008
 CG0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0271 ***********************************************************************
 ET0271  DESIGNATION -  F 314
 ET0271  PID         -  ET0271
 ET0271  STATE/COUNTY-  AZ/YAVAPAI
 ET0271  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0271
 ET0271                         *CURRENT SURVEY CONTROL
 ET0271  ___________________________________________________________________
 ET0271* NAD 83(1986)-  34 05 04.     (N)    112 06 30.     (W)     SCALED    
 ET0271* NAVD 88     -       636.75   (+/-2cm)    2089.1    (feet)  VERTCON   
 ET0271  ___________________________________________________________________
 ET0271  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 ET0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0271
 ET0271.The horizontal coordinates were scaled from a topographic map and have
 ET0271.an estimated accuracy of +/- 6 seconds.
 ET0271
 ET0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0271.The vertical order pertains to the NGVD 29 superseded value.
 ET0271
 ET0271.The geoid height was determined by GEOID03.
 ET0271
 ET0271;                    North         East    Units  Estimated Accuracy
 ET0271;SPC AZ C     -   342,040.      195,670.      MT  (+/- 180 meters Scaled)
 ET0271
 ET0271                          SUPERSEDED SURVEY CONTROL
 ET0271
 ET0271  NGVD 29 (??/??/92)  636.124  (m)         2087.02   (f) ADJ UNCH    2 0
 ET0271
 ET0271.Superseded values are not recommended for survey control.
 ET0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0271.See file dsdata.txt to determine how the superseded data were derived.
 ET0271
 ET0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC977720(NAD 83)
 ET0271_MARKER: DB = BENCH MARK DISK
 ET0271_SETTING: 80 = SET IN A BOULDER
 ET0271_SP_SET: BOULDER
 ET0271_STAMPING: F 314 1952
 ET0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0271+STABILITY: SURFACE MOTION
 ET0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0271+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 ET0271
 ET0271  HISTORY     - Date     Condition        Report By
 ET0271  HISTORY     - 1952     MONUMENTED       CGS
 ET0271  HISTORY     - 20080630 GOOD             GEOCAC
 ET0271
 ET0271                          STATION DESCRIPTION
 ET0271
 ET0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0271'4.4 MI NE FROM ROCK SPRINGS.
 ET0271'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0271'STORE AT ROCK SPRINGS, THENCE 3.4 MILES NORTHEAST ALONG THE SQUAW
 ET0271'CREEK ROAD, 0.1 MILE SOUTH OF THE CROSSING OF A WIDE WASH, 2 POLES
 ET0271'EAST OF A TELEPHONE POLE WITH A TELEPHONE BOX, AT THE SOUTHWEST END OF
 ET0271'A CURVE, IN TOP OF A 3-FOOT BY 3-FOOT BLACK BOULDER PROJECTING 2 FEET
 ET0271'ABOVE THE GROUND, 96 FEET WEST OF THE NORTHWEST LEG OF A DUAL POWER
 ET0271'LINE POLE, 32 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER
 ET0271'THAN THE ROAD.
 ET0271
 ET0271                          STATION RECOVERY (2008)
 ET0271
 ET0271'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0271'RECOVERED IN GOOD CONDITION.  A WITNESS POST WITH YAVAPAI COUNTY TAG
 ET0271'HAS BEEN PLACED
 ET0271'ADJACENT TO THE MARK.  HANDHELD GPSR INDICATED COORDINATES AS N 34
 ET0271'05.068 W 112 06.492.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0016 ***********************************************************************
 CG0016  DESIGNATION -  F 315
 CG0016  PID         -  CG0016
 CG0016  STATE/COUNTY-  AZ/COCHISE
 CG0016  USGS QUAD   -  BENSON (1983)
 CG0016
 CG0016                         *CURRENT SURVEY CONTROL
 CG0016  ___________________________________________________________________
 CG0016* NAD 83(1986)-  31 58 18.     (N)    110 18 26.     (W)     SCALED    
 CG0016* NAVD 88     -      1104.13   (+/-2cm)    3622.5    (feet)  VERTCON   
 CG0016  ___________________________________________________________________
 CG0016  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0016  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0016
 CG0016.The horizontal coordinates were scaled from a topographic map and have
 CG0016.an estimated accuracy of +/- 6 seconds.
 CG0016
 CG0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0016.The vertical order pertains to the NGVD 29 superseded value.
 CG0016
 CG0016.The geoid height was determined by GEOID03.
 CG0016
 CG0016;                    North         East    Units  Estimated Accuracy
 CG0016;SPC AZ E     -   107,730.      200,080.      MT  (+/- 180 meters Scaled)
 CG0016
 CG0016                          SUPERSEDED SURVEY CONTROL
 CG0016
 CG0016  NGVD 29 (??/??/92) 1103.347  (m)         3619.90   (f) ADJ UNCH    1 2
 CG0016
 CG0016.Superseded values are not recommended for survey control.
 CG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0016.See file dsdata.txt to determine how the superseded data were derived.
 CG0016
 CG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA654375(NAD 83)
 CG0016_MARKER: DB = BENCH MARK DISK
 CG0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0016_STAMPING: F 315 1952
 CG0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0016+STABILITY: SURFACE MOTION
 CG0016
 CG0016  HISTORY     - Date     Condition        Report By
 CG0016  HISTORY     - 1952     MONUMENTED       CGS
 CG0016  HISTORY     - 1963     GOOD             NGS
 CG0016  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0016
 CG0016                          STATION DESCRIPTION
 CG0016
 CG0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CG0016'0.8 MI NW FROM BENSON.
 CG0016'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD, FROM THE
 CG0016'STATION AT BENSON, 4 POWER TRANSMISSION POLES NORTHWEST OF MILEPOST
 CG0016'1032, AT THE CROSSING OF RODEO ROAD, 96 FEET NORTH OF THE NORTH RAIL,
 CG0016'75 FEET WEST OF THE CENTER LINE OF RODEO ROAD, 37 FEET WEST OF A FENCE
 CG0016'CORNER, 2 FEET SOUTH OF THE FENCE, 2.2 FEET SOUTHEAST OF A WHITE
 CG0016'WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN TOP
 CG0016'OF A CONCRETE POST PROJECTING 0.6 FOOT.
 CG0016
 CG0016                          STATION RECOVERY (1979)
 CG0016
 CG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0016'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 CG0016'RODEO ROAD (NOW OCOTILLO STREET) HAS BEEN WIDENED AND THE MARK IS
 CG0016'BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0307 ***********************************************************************
 ET0307  DESIGNATION -  F 316
 ET0307  PID         -  ET0307
 ET0307  STATE/COUNTY-  AZ/YAVAPAI
 ET0307  USGS QUAD   -  CLEATOR (1974)
 ET0307
 ET0307                         *CURRENT SURVEY CONTROL
 ET0307  ___________________________________________________________________
 ET0307* NAD 83(1986)-  34 22 18.     (N)    112 08 09.     (W)     SCALED    
 ET0307* NAVD 88     -      1197.47   (+/-2cm)    3928.7    (feet)  VERTCON   
 ET0307  ___________________________________________________________________
 ET0307  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 ET0307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0307
 ET0307.The horizontal coordinates were scaled from a topographic map and have
 ET0307.an estimated accuracy of +/- 6 seconds.
 ET0307
 ET0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0307.The vertical order pertains to the NGVD 29 superseded value.
 ET0307
 ET0307.The geoid height was determined by GEOID03.
 ET0307
 ET0307;                    North         East    Units  Estimated Accuracy
 ET0307;SPC AZ C     -   373,900.      193,200.      MT  (+/- 180 meters Scaled)
 ET0307
 ET0307                          SUPERSEDED SURVEY CONTROL
 ET0307
 ET0307  NGVD 29 (??/??/92) 1196.766  (m)         3926.39   (f) ADJ UNCH    2 0
 ET0307
 ET0307.Superseded values are not recommended for survey control.
 ET0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0307.See file dsdata.txt to determine how the superseded data were derived.
 ET0307
 ET0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD955039(NAD 83)
 ET0307_MARKER: DB = BENCH MARK DISK
 ET0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0307_STAMPING: F 316 1952
 ET0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0307+STABILITY: SURFACE MOTION
 ET0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0307+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0307
 ET0307  HISTORY     - Date     Condition        Report By
 ET0307  HISTORY     - 1952     MONUMENTED       CGS
 ET0307  HISTORY     - 1974     GOOD             USGS
 ET0307  HISTORY     - 20040808 GOOD             USPSQD
 ET0307  HISTORY     - 20080613 GOOD             GEOCAC
 ET0307
 ET0307                          STATION DESCRIPTION
 ET0307
 ET0307'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0307'7.1 MI SE FROM MAYER.
 ET0307'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0307'MAYER, THENCE 2.9 MILES EAST ALONG GRADED COUNTY ROAD, ON A RIDGE, 0.9
 ET0307'MILE SOUTHWEST OF THE AGUA FRIA RIVER, 33 FEET NORTHWEST OF THE CENTER
 ET0307'LINE OF THE ROAD, 3.6 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 ET0307'WITH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ET0307'ABOVE THE GROUND.
 ET0307
 ET0307                          STATION RECOVERY (2004)
 ET0307
 ET0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0307'MARK LOCATED IN GOOD SHAPE.
 ET0307
 ET0307                          STATION RECOVERY (2008)
 ET0307
 ET0307'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0307'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0307'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS OLD SYCAMORE ROAD.
 ET0307'HANDHELD COORDINATES
 ET0307'34 22 18.5 (N)   112 08 08.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0071 ***********************************************************************
 CZ0071  DESIGNATION -  F 317
 CZ0071  PID         -  CZ0071
 CZ0071  STATE/COUNTY-  AZ/PIMA
 CZ0071  USGS QUAD   -  TUCSON EAST (1992)
 CZ0071
 CZ0071                         *CURRENT SURVEY CONTROL
 CZ0071  ___________________________________________________________________
 CZ0071* NAD 83(1986)-  32 07 36.     (N)    110 51 10.     (W)     SCALED    
 CZ0071* NAVD 88     -       843.65   (+/-2cm)    2767.9    (feet)  VERTCON   
 CZ0071  ___________________________________________________________________
 CZ0071  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CZ0071  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0071
 CZ0071.The horizontal coordinates were scaled from a topographic map and have
 CZ0071.an estimated accuracy of +/- 6 seconds.
 CZ0071
 CZ0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0071.The vertical order pertains to the NGVD 29 superseded value.
 CZ0071
 CZ0071.The geoid height was determined by GEOID03.
 CZ0071
 CZ0071;                    North         East    Units  Estimated Accuracy
 CZ0071;SPC AZ C     -   125,410.      313,740.      MT  (+/- 180 meters Scaled)
 CZ0071
 CZ0071                          SUPERSEDED SURVEY CONTROL
 CZ0071
 CZ0071  NGVD 29 (??/??/92)  842.997  (m)         2765.73   (f) ADJ UNCH    1 2
 CZ0071
 CZ0071.Superseded values are not recommended for survey control.
 CZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0071.See file dsdata.txt to determine how the superseded data were derived.
 CZ0071
 CZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA138544(NAD 83)
 CZ0071_MARKER: DB = BENCH MARK DISK
 CZ0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0071_SP_SET: ABUTMENT
 CZ0071_STAMPING: F 317 1952
 CZ0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0071+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0071
 CZ0071  HISTORY     - Date     Condition        Report By
 CZ0071  HISTORY     - 1952     MONUMENTED       CGS
 CZ0071  HISTORY     - 20060315 GOOD             USPSQD
 CZ0071
 CZ0071                          STATION DESCRIPTION
 CZ0071
 CZ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0071'10.0 MI NW FROM VAIL.
 CZ0071'10.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0071'THE STATION AT VAIL, 10.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0071'COMPANY RAILROAD FROM THE STATION AT TUCSON, IN THE TOP OF THE
 CZ0071'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE NO.993.89,
 CZ0071'0.1 MILE NORTHWEST OF MILEPOST 994, 8.0 FEET NORTHEAST OF THE
 CZ0071'NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 CZ0071
 CZ0071                          STATION RECOVERY (2006)
 CZ0071
 CZ0071'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0071'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0875 ***********************************************************************
 CZ0875  DESIGNATION -  F 318
 CZ0875  PID         -  CZ0875
 CZ0875  STATE/COUNTY-  AZ/PIMA
 CZ0875  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0875
 CZ0875                         *CURRENT SURVEY CONTROL
 CZ0875  ___________________________________________________________________
 CZ0875* NAD 83(1986)-  32 28 37.     (N)    111 50 03.     (W)     SCALED    
 CZ0875* NAVD 88     -       515.56   (+/-2cm)    1691.5    (feet)  VERTCON   
 CZ0875  ___________________________________________________________________
 CZ0875  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0875
 CZ0875.The horizontal coordinates were scaled from a topographic map and have
 CZ0875.an estimated accuracy of +/- 6 seconds.
 CZ0875
 CZ0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0875.The vertical order pertains to the NGVD 29 superseded value.
 CZ0875
 CZ0875.The geoid height was determined by GEOID03.
 CZ0875
 CZ0875;                    North         East    Units  Estimated Accuracy
 CZ0875;SPC AZ C     -   163,750.      221,110.      MT  (+/- 180 meters Scaled)
 CZ0875
 CZ0875                          SUPERSEDED SURVEY CONTROL
 CZ0875
 CZ0875  NGVD 29 (??/??/92)  514.984  (m)         1689.58   (f) ADJ UNCH    2 0
 CZ0875
 CZ0875.Superseded values are not recommended for survey control.
 CZ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0875.See file dsdata.txt to determine how the superseded data were derived.
 CZ0875
 CZ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA216936(NAD 83)
 CZ0875_MARKER: DB = BENCH MARK DISK
 CZ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0875_STAMPING: F 318 1952
 CZ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0875+STABILITY: SURFACE MOTION
 CZ0875
 CZ0875  HISTORY     - Date     Condition        Report By
 CZ0875  HISTORY     - 1952     MONUMENTED       CGS
 CZ0875
 CZ0875                          STATION DESCRIPTION
 CZ0875
 CZ0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0875'9.95 MI E FROM KOMELIH.
 CZ0875'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0875'THENCE 4.4 MILES EAST ALONG A DIM TRACK ROAD, ABOUT 125 YARDS
 CZ0875'NORTHEAST OF THE NORTHEAST EDGE OF A LARGE CLEARING, AT A SMALL GRAVEL
 CZ0875'COVERED CLEARING SURROUNDED WITH MESQUITE, 53 FEET NORTH OF THE CENTER
 CZ0875'OF A SMALL SANDY WASH, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF AND
 CZ0875'ABOUT LEVEL WITH THE ROAD, 21 FEET NORTH OF A WITNESS POST, AND SET IN
 CZ0875'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0057 ***********************************************************************
 DA0057  DESIGNATION -  F 319
 DA0057  PID         -  DA0057
 DA0057  STATE/COUNTY-  AZ/MARICOPA
 DA0057  USGS QUAD   -  JOHNSON WELL (1986)
 DA0057
 DA0057                         *CURRENT SURVEY CONTROL
 DA0057  ___________________________________________________________________
 DA0057* NAD 83(1986)-  32 43 03.     (N)    112 20 32.     (W)     SCALED    
 DA0057* NAVD 88     -       728.07   (+/-2cm)    2388.7    (feet)  VERTCON   
 DA0057  ___________________________________________________________________
 DA0057  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DA0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0057
 DA0057.The horizontal coordinates were scaled from a topographic map and have
 DA0057.an estimated accuracy of +/- 6 seconds.
 DA0057
 DA0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0057.The vertical order pertains to the NGVD 29 superseded value.
 DA0057
 DA0057.The geoid height was determined by GEOID03.
 DA0057
 DA0057;                    North         East    Units  Estimated Accuracy
 DA0057;SPC AZ C     -   190,510.      173,470.      MT  (+/- 180 meters Scaled)
 DA0057
 DA0057                          SUPERSEDED SURVEY CONTROL
 DA0057
 DA0057  NGVD 29 (??/??/92)  727.361  (m)         2386.35   (f) ADJ UNCH    2 0
 DA0057
 DA0057.Superseded values are not recommended for survey control.
 DA0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0057.See file dsdata.txt to determine how the superseded data were derived.
 DA0057
 DA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB742207(NAD 83)
 DA0057_MARKER: DB = BENCH MARK DISK
 DA0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0057_STAMPING: F 319 1952
 DA0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0057+STABILITY: SURFACE MOTION
 DA0057
 DA0057  HISTORY     - Date     Condition        Report By
 DA0057  HISTORY     - 1952     MONUMENTED       CGS
 DA0057
 DA0057                          STATION DESCRIPTION
 DA0057
 DA0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0057'1.0 MI NE FROM STOUTS WELL.
 DA0057'1.0 MILE NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, 0.4 MILE WEST
 DA0057'OF THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, ABOUT 85 YARDS
 DA0057'NORTH OF THE WEST END OF A HILL, 22 FEET SOUTH OF THE CENTER LINE OF
 DA0057'THE ROAD, 1.9 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0057'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0057'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0243 ***********************************************************************
 FQ0243  DESIGNATION -  F 32
 FQ0243  PID         -  FQ0243
 FQ0243  STATE/COUNTY-  AZ/COCONINO
 FQ0243  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0243
 FQ0243                         *CURRENT SURVEY CONTROL
 FQ0243  ___________________________________________________________________
 FQ0243* NAD 83(1986)-  35 04 52.     (N)    111 42 01.     (W)     SCALED    
 FQ0243* NAVD 88     -      2085.186  (meters)    6841.15   (feet)  ADJUSTED  
 FQ0243  ___________________________________________________________________
 FQ0243  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0243  DYNAMIC HT  -        2082.249 (meters)    6831.51  (feet)  COMP
 FQ0243  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 FQ0243
 FQ0243  VERT ORDER  -  FIRST     CLASS II
 FQ0243
 FQ0243.The horizontal coordinates were scaled from a topographic map and have
 FQ0243.an estimated accuracy of +/- 6 seconds.
 FQ0243
 FQ0243.The orthometric height was determined by differential leveling
 FQ0243.and adjusted in June 1991.
 FQ0243
 FQ0243.The geoid height was determined by GEOID03.
 FQ0243
 FQ0243.The dynamic height is computed by dividing the NAVD 88
 FQ0243.geopotential number by the normal gravity value computed on the
 FQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0243.degrees latitude (g = 980.6199 gals.).
 FQ0243
 FQ0243.The modeled gravity was interpolated from observed gravity values.
 FQ0243
 FQ0243;                    North         East    Units  Estimated Accuracy
 FQ0243;SPC AZ C     -   452,590.      233,090.      MT  (+/- 180 meters Scaled)
 FQ0243
 FQ0243                          SUPERSEDED SURVEY CONTROL
 FQ0243
 FQ0243  NGVD 29 (??/??/92) 2084.203  (m)         6837.92   (f) ADJ UNCH    1 2
 FQ0243
 FQ0243.Superseded values are not recommended for survey control.
 FQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0243.See file dsdata.txt to determine how the superseded data were derived.
 FQ0243
 FQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD361822(NAD 83)
 FQ0243_MARKER: DB = BENCH MARK DISK
 FQ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0243_STAMPING: 6837.923 F 32 1933
 FQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0243+STABILITY: SURFACE MOTION
 FQ0243
 FQ0243  HISTORY     - Date     Condition        Report By
 FQ0243  HISTORY     - 1933     MONUMENTED       CGS
 FQ0243
 FQ0243                          STATION DESCRIPTION
 FQ0243
 FQ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0243'11.3 MI S FROM FLAGSTAFF.
 FQ0243'ABOUT 11.3 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0243'FLAGSTAFF, COCONINO COUNTY, ABOUT 1.0 MILE SOUTHWEST OF A ROAD
 FQ0243'JUNCTION, AT A SUMMIT OF THE GRADE, AND ABOUT 50 FEET NORTH OF THE
 FQ0243'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6837.923 F 32
 FQ0243'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 FQ0243'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0114 ***********************************************************************
 GO0114  DESIGNATION -  F 32
 GO0114  PID         -  GO0114
 GO0114  STATE/COUNTY-  AZ/APACHE
 GO0114  USGS QUAD   -  ROUGH ROCK (1968)
 GO0114
 GO0114                         *CURRENT SURVEY CONTROL
 GO0114  ___________________________________________________________________
 GO0114* NAD 83(1986)-  36 26 48.     (N)    109 50 50.     (W)     SCALED    
 GO0114* NAVD 88     -      1830.965  (meters)    6007.09   (feet)  ADJUSTED  
 GO0114  ___________________________________________________________________
 GO0114  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 GO0114  DYNAMIC HT  -        1828.650 (meters)    5999.50  (feet)  COMP
 GO0114  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 GO0114
 GO0114  VERT ORDER  -  FIRST     CLASS II
 GO0114
 GO0114.The horizontal coordinates were scaled from a topographic map and have
 GO0114.an estimated accuracy of +/- 6 seconds.
 GO0114
 GO0114.The orthometric height was determined by differential leveling
 GO0114.and adjusted in June 1991.
 GO0114
 GO0114.The geoid height was determined by GEOID03.
 GO0114
 GO0114.The dynamic height is computed by dividing the NAVD 88
 GO0114.geopotential number by the normal gravity value computed on the
 GO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0114.degrees latitude (g = 980.6199 gals.).
 GO0114
 GO0114.The modeled gravity was interpolated from observed gravity values.
 GO0114
 GO0114;                    North         East    Units  Estimated Accuracy
 GO0114;SPC AZ E     -   604,120.      242,000.      MT  (+/- 180 meters Scaled)
 GO0114
 GO0114                          SUPERSEDED SURVEY CONTROL
 GO0114
 GO0114  NGVD 29 (??/??/92) 1830.025  (m)         6004.01   (f) ADJ UNCH    1 2
 GO0114
 GO0114.Superseded values are not recommended for survey control.
 GO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0114.See file dsdata.txt to determine how the superseded data were derived.
 GO0114
 GO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF033341(NAD 83)
 GO0114_MARKER: DB = BENCH MARK DISK
 GO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0114_STAMPING: F 32 1933
 GO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0114+STABILITY: SURFACE MOTION
 GO0114
 GO0114  HISTORY     - Date     Condition        Report By
 GO0114  HISTORY     - 1933     MONUMENTED       CGS
 GO0114  HISTORY     - 1934     GOOD             NGS
 GO0114  HISTORY     - 1968     GOOD             UTU
 GO0114
 GO0114                          STATION DESCRIPTION
 GO0114
 GO0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0114'33.0 MI NW FROM CHIN LEE.
 GO0114'33.0 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0114'ROAD, AT THE WEST ROAD JUNCTION TO ROUGH ROCK SPRINGS, A STANDARD DISK
 GO0114'SET 130 FEET EAST OF THE CENTERLINE OF A DIP THROUGH THE WASH, 36 FEET
 GO0114'NORTHEAST OF THE CENTERLINE OF THE KAYENTA ROAD AND 50 FEET NORTHWEST
 GO0114'OF A ROAD RUNNING NORTHEAST OF SHIP ROCK, AND 6 INCHES ABOVE THE
 GO0114'GROUND.
 GO0114
 GO0114                          STATION RECOVERY (1968)
 GO0114
 GO0114'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0569 ***********************************************************************
 DA0569  DESIGNATION -  F 320
 DA0569  PID         -  DA0569
 DA0569  STATE/COUNTY-  AZ/MARICOPA
 DA0569  USGS QUAD   -  THEBA (1973)
 DA0569
 DA0569                         *CURRENT SURVEY CONTROL
 DA0569  ___________________________________________________________________
 DA0569* NAD 83(1986)-  32 54 53.     (N)    112 55 36.     (W)     SCALED    
 DA0569* NAVD 88     -       219.096  (meters)     718.82   (feet)  ADJUSTED  
 DA0569  ___________________________________________________________________
 DA0569  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DA0569  DYNAMIC HT  -         218.843 (meters)     717.99  (feet)  COMP
 DA0569  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 DA0569
 DA0569  VERT ORDER  -  FIRST     CLASS II
 DA0569
 DA0569.The horizontal coordinates were scaled from a topographic map and have
 DA0569.an estimated accuracy of +/- 6 seconds.
 DA0569
 DA0569.The orthometric height was determined by differential leveling
 DA0569.and adjusted in June 1991.
 DA0569
 DA0569.The geoid height was determined by GEOID03.
 DA0569
 DA0569.The dynamic height is computed by dividing the NAVD 88
 DA0569.geopotential number by the normal gravity value computed on the
 DA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0569.degrees latitude (g = 980.6199 gals.).
 DA0569
 DA0569.The modeled gravity was interpolated from observed gravity values.
 DA0569
 DA0569;                    North         East    Units  Estimated Accuracy
 DA0569;SPC AZ C     -   212,750.      118,890.      MT  (+/- 180 meters Scaled)
 DA0569
 DA0569                          SUPERSEDED SURVEY CONTROL
 DA0569
 DA0569  NGVD 29 (??/??/92)  218.506  (m)          716.88   (f) ADJ UNCH    1 2
 DA0569
 DA0569.Superseded values are not recommended for survey control.
 DA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0569.See file dsdata.txt to determine how the superseded data were derived.
 DA0569
 DA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB198434(NAD 83)
 DA0569_MARKER: DB = BENCH MARK DISK
 DA0569_SETTING: 0 = UNSPECIFIED SETTING
 DA0569_STAMPING: F 320 1952
 DA0569_MARK LOGO: CGS   
 DA0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0569+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0569
 DA0569  HISTORY     - Date     Condition        Report By
 DA0569  HISTORY     - 1952     MONUMENTED       CGS
 DA0569  HISTORY     - 1980     GOOD             NGS
 DA0569  HISTORY     - 1980     GOOD             NGS
 DA0569  HISTORY     - 20060128 GOOD             USPSQD
 DA0569  HISTORY     - 20060128 GOOD             USPSQD
 DA0569  HISTORY     - 20070626 GOOD             GEOCAC
 DA0569
 DA0569                          STATION DESCRIPTION
 DA0569
 DA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0569'12.5 MI W FROM GILA BEND.
 DA0569'12.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0569'WATER TANK AT GILA BEND, 107 FEET SOUTH OF THE CENTER LINE OF THE
 DA0569'HIGHWAY, 58.2 FEET SOUTH OF A FENCE, 39 FEET NORTH OF THE NORTH RAIL,
 DA0569'2.3 FEET EAST OF A WITNESS POST, AND 3 FEET WEST OF TELEPHONE POLE
 DA0569'45F.
 DA0569
 DA0569                          STATION RECOVERY (1980)
 DA0569
 DA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0569'20.1 KM (12.5 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0569'THE MARTIN AVENUE CROSSING IN GILA BEND, 1.2 KM (0.75 MI) SOUTHWEST OF
 DA0569'RAILROAD MILEPOLE 844, 0.4 KM (0.25 MI) NORTHEAST OF RAILROAD MILEPOLE
 DA0569'843, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 32.6
 DA0569'METERS (107 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0569'U.S. HIGHWAY 80).
 DA0569'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0569'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0569
 DA0569                          STATION RECOVERY (1980)
 DA0569
 DA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0569'20.1 KM (12.5 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0569'THE MARTIN AVENUE CROSSING IN GILA BEND, 1.2 KM (0.75 MI) SOUTHWEST OF
 DA0569'RAILROAD MILEPOLE 844, 0.4 KM (0.25 MI) NORTHEAST OF RAILROAD MILEPOLE
 DA0569'843, 11.9 METERS (39.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 32.6
 DA0569'METERS (107 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD
 DA0569'U.S. HIGHWAY 80).
 DA0569'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0569'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0569
 DA0569                          STATION RECOVERY (2006)
 DA0569
 DA0569'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0569'RECOVERED AS DESCRIBED.
 DA0569
 DA0569                          STATION RECOVERY (2006)
 DA0569
 DA0569'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0569'RECOVERED AS DESCRIBED.
 DA0569
 DA0569                          STATION RECOVERY (2007)
 DA0569
 DA0569'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0584 ***********************************************************************
 DA0584  DESIGNATION -  F 321
 DA0584  PID         -  DA0584
 DA0584  STATE/COUNTY-  AZ/MARICOPA
 DA0584  USGS QUAD   -  SMURR (1973)
 DA0584
 DA0584                         *CURRENT SURVEY CONTROL
 DA0584  ___________________________________________________________________
 DA0584* NAD 83(1986)-  32 54 14.     (N)    112 48 43.     (W)     SCALED    
 DA0584* NAVD 88     -       236.03   (+/-2cm)     774.4    (feet)  VERTCON   
 DA0584  ___________________________________________________________________
 DA0584  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0584  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0584
 DA0584.The horizontal coordinates were scaled from a topographic map and have
 DA0584.an estimated accuracy of +/- 6 seconds.
 DA0584
 DA0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0584.The vertical order pertains to the NGVD 29 superseded value.
 DA0584
 DA0584.The geoid height was determined by GEOID03.
 DA0584
 DA0584;                    North         East    Units  Estimated Accuracy
 DA0584;SPC AZ C     -   211,450.      129,610.      MT  (+/- 180 meters Scaled)
 DA0584
 DA0584                          SUPERSEDED SURVEY CONTROL
 DA0584
 DA0584  NGVD 29 (??/??/92)  235.450  (m)          772.47   (f) ADJ UNCH    1 2
 DA0584
 DA0584.Superseded values are not recommended for survey control.
 DA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0584.See file dsdata.txt to determine how the superseded data were derived.
 DA0584
 DA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB305420(NAD 83)
 DA0584_MARKER: DB = BENCH MARK DISK
 DA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0584_STAMPING: F 321 1952
 DA0584_MARK LOGO: CGS   
 DA0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0584+STABILITY: SURFACE MOTION
 DA0584
 DA0584  HISTORY     - Date     Condition        Report By
 DA0584  HISTORY     - 1952     MONUMENTED       CGS
 DA0584  HISTORY     - 1980     GOOD             NGS
 DA0584  HISTORY     - 1980     GOOD             NGS
 DA0584
 DA0584                          STATION DESCRIPTION
 DA0584
 DA0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0584'7.1 MI SW FROM GILA BEND.
 DA0584'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0584'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0584'SOUTHWEST ACROSS COUNTRY TO A GRADED ROAD, THENCE 1.6 MILES SOUTH
 DA0584'ALONG A GRADED ROAD, 73.4 FEET WEST OF THE ROAD, 1.8 FEET EAST OF A
 DA0584'WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DA0584'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0584
 DA0584                          STATION RECOVERY (1980)
 DA0584
 DA0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0584'RECOVERED IN GOOD CONDITION.
 DA0584
 DA0584                          STATION RECOVERY (1980)
 DA0584
 DA0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0842 ***********************************************************************
 DV0842  DESIGNATION -  F 322
 DV0842  PID         -  DV0842
 DV0842  STATE/COUNTY-  AZ/MARICOPA
 DV0842  USGS QUAD   -  HASSAYAMPA (1978)
 DV0842
 DV0842                         *CURRENT SURVEY CONTROL
 DV0842  ___________________________________________________________________
 DV0842* NAD 83(1986)-  33 22 06.     (N)    112 41 59.     (W)     SCALED    
 DV0842* NAVD 88     -       272.823  (meters)     895.09   (feet)  ADJUSTED  
 DV0842  ___________________________________________________________________
 DV0842  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DV0842  DYNAMIC HT  -         272.509 (meters)     894.06  (feet)  COMP
 DV0842  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 DV0842
 DV0842  VERT ORDER  -  FIRST     CLASS II
 DV0842
 DV0842.The horizontal coordinates were scaled from a topographic map and have
 DV0842.an estimated accuracy of +/- 6 seconds.
 DV0842
 DV0842.The orthometric height was determined by differential leveling
 DV0842.and adjusted in November 1993.
 DV0842
 DV0842.The geoid height was determined by GEOID03.
 DV0842
 DV0842.The dynamic height is computed by dividing the NAVD 88
 DV0842.geopotential number by the normal gravity value computed on the
 DV0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0842.degrees latitude (g = 980.6199 gals.).
 DV0842
 DV0842.The modeled gravity was interpolated from observed gravity values.
 DV0842
 DV0842;                    North         East    Units  Estimated Accuracy
 DV0842;SPC AZ C     -   262,870.      140,490.      MT  (+/- 180 meters Scaled)
 DV0842
 DV0842                          SUPERSEDED SURVEY CONTROL
 DV0842
 DV0842  NGVD 29 (??/??/92)  272.205  (m)          893.06   (f) ADJ UNCH    1 2
 DV0842
 DV0842.Superseded values are not recommended for survey control.
 DV0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0842.See file dsdata.txt to determine how the superseded data were derived.
 DV0842
 DV0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB418934(NAD 83)
 DV0842_MARKER: DB = BENCH MARK DISK
 DV0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0842_SP_SET: CONCRETE POST
 DV0842_STAMPING: F 322 1952
 DV0842_MARK LOGO: CGS   
 DV0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0842+STABILITY: SURFACE MOTION
 DV0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0842+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0842
 DV0842  HISTORY     - Date     Condition        Report By
 DV0842  HISTORY     - 1952     MONUMENTED       CGS
 DV0842  HISTORY     - 1960     GOOD             NGS
 DV0842  HISTORY     - 19920316 GOOD             NGS
 DV0842
 DV0842                          STATION DESCRIPTION
 DV0842
 DV0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0842'6.7 MI W FROM BUCKEYE.
 DV0842'6.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0842'STATION AT BUCKEYE, 136 FEET SOUTH OF AND ACROSS THE TRACK FROM
 DV0842'MILEPOST 869, 78 FEET SOUTH OF EAST BOUND SEMAPHORE 8690, 10 FEET
 DV0842'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, 1 FOOT WEST OF A
 DV0842'POWER POLE, ABOUT 3 FEET LOWER THAN THE RAILROAD TRACK, AND SET IN THE
 DV0842'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0842
 DV0842                          STATION RECOVERY (1960)
 DV0842
 DV0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0842'RECOVERED IN GOOD CONDITION.
 DV0842
 DV0842                          STATION RECOVERY (1992)
 DV0842
 DV0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0842'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0842'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0842'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0842'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0842'SOUTHERLY ALONG WILSON AVENUE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG
 DV0842'THE SOUTHERN PACIFIC RAILROAD, 26.5 M (86.9 FT) SOUTH OF THE NEAR
 DV0842'RAIL, 16.8 M (55.1 FT) SOUTH OF RAILROAD MILE POST 869, 3.2 M (10.5
 DV0842'FT) NORTH OF AND LEVEL WITH THE CENTER OF A DIRT ROAD, 0.4 M (1.3 FT)
 DV0842'WEST OF A UTILITY POLE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND
 DV0842'THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1096 ***********************************************************************
 DA1096  DESIGNATION -  F 323
 DA1096  PID         -  DA1096
 DA1096  STATE/COUNTY-  AZ/YUMA
 DA1096  USGS QUAD   -  DATELAND (1982)
 DA1096
 DA1096                         *CURRENT SURVEY CONTROL
 DA1096  ___________________________________________________________________
 DA1096* NAD 83(1986)-  32 46 46.     (N)    113 35 03.     (W)     SCALED    
 DA1096* NAVD 88     -       125.216  (meters)     410.81   (feet)  ADJUSTED  
 DA1096  ___________________________________________________________________
 DA1096  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA1096  DYNAMIC HT  -         125.074 (meters)     410.35  (feet)  COMP
 DA1096  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 DA1096
 DA1096  VERT ORDER  -  FIRST     CLASS II
 DA1096
 DA1096.The horizontal coordinates were scaled from a topographic map and have
 DA1096.an estimated accuracy of +/- 6 seconds.
 DA1096
 DA1096.The orthometric height was determined by differential leveling
 DA1096.and adjusted in June 1991.
 DA1096
 DA1096.The geoid height was determined by GEOID03.
 DA1096
 DA1096.The dynamic height is computed by dividing the NAVD 88
 DA1096.geopotential number by the normal gravity value computed on the
 DA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1096.degrees latitude (g = 980.6199 gals.).
 DA1096
 DA1096.The modeled gravity was interpolated from observed gravity values.
 DA1096
 DA1096;                    North         East    Units  Estimated Accuracy
 DA1096;SPC AZ W     -   197,310.      228,900.      MT  (+/- 180 meters Scaled)
 DA1096
 DA1096                          SUPERSEDED SURVEY CONTROL
 DA1096
 DA1096  NGVD 29 (??/??/92)  124.630  (m)          408.89   (f) ADJ UNCH    1 2
 DA1096
 DA1096.Superseded values are not recommended for survey control.
 DA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1096.See file dsdata.txt to determine how the superseded data were derived.
 DA1096
 DA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB579297(NAD 83)
 DA1096_MARKER: DB = BENCH MARK DISK
 DA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1096_STAMPING: F 323 1952
 DA1096_MARK LOGO: CGS   
 DA1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1096+STABILITY: SURFACE MOTION
 DA1096
 DA1096  HISTORY     - Date     Condition        Report By
 DA1096  HISTORY     - 1952     MONUMENTED       CGS
 DA1096  HISTORY     - 1981     GOOD             NGS
 DA1096  HISTORY     - 1981     GOOD             NGS
 DA1096
 DA1096                          STATION DESCRIPTION
 DA1096
 DA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1096'8.3 MI SW FROM AZTEC.
 DA1096'8.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1096'THE WATER TANK AT AZTEC, 138 FEET WEST OF TWO SEMAPHORES EAST BOUND
 DA1096'NO. 8036, WEST BOUND NO. 8035, 107 FEET SOUTHEAST OF THE CENTER LINE
 DA1096'OF UNITED STATES HIGHWAY 80, 44.8 FEET NORTHWEST OF THE NORTH RAIL,
 DA1096'2.8 FEET SOUTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTHEAST OF A
 DA1096'WITNESS POST, ABOUT 2 FEET LOWER THAN THE RAILROAD TRACK, AND SET IN
 DA1096'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA1096
 DA1096                          STATION RECOVERY (1981)
 DA1096
 DA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1096'RECOVERED IN GOOD CONDITION.
 DA1096
 DA1096                          STATION RECOVERY (1981)
 DA1096
 DA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0445 ***********************************************************************
 CY0445  DESIGNATION -  F 324
 CY0445  PID         -  CY0445
 CY0445  STATE/COUNTY-  AZ/COCHISE
 CY0445  USGS QUAD   -  LUZENA (1979)
 CY0445
 CY0445                         *CURRENT SURVEY CONTROL
 CY0445  ___________________________________________________________________
 CY0445* NAD 83(1986)-  32 21 09.     (N)    109 35 44.     (W)     SCALED    
 CY0445* NAVD 88     -      1210.46   (+/-2cm)    3971.3    (feet)  VERTCON   
 CY0445  ___________________________________________________________________
 CY0445  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0445  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0445
 CY0445.The horizontal coordinates were scaled from a topographic map and have
 CY0445.an estimated accuracy of +/- 6 seconds.
 CY0445
 CY0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0445.The vertical order pertains to the NGVD 29 superseded value.
 CY0445
 CY0445.The geoid height was determined by GEOID03.
 CY0445
 CY0445;                    North         East    Units  Estimated Accuracy
 CY0445;SPC AZ E     -   150,100.      267,110.      MT  (+/- 180 meters Scaled)
 CY0445
 CY0445                          SUPERSEDED SURVEY CONTROL
 CY0445
 CY0445  NGVD 29 (??/??/92) 1209.653  (m)         3968.67   (f) ADJ UNCH    1 2
 CY0445
 CY0445.Superseded values are not recommended for survey control.
 CY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0445.See file dsdata.txt to determine how the superseded data were derived.
 CY0445
 CY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA321803(NAD 83)
 CY0445_MARKER: DB = BENCH MARK DISK
 CY0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0445_SP_SET: BRIDGE
 CY0445_STAMPING: F 324 1952
 CY0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0445
 CY0445  HISTORY     - Date     Condition        Report By
 CY0445  HISTORY     - 1952     MONUMENTED       CGS
 CY0445
 CY0445                          STATION DESCRIPTION
 CY0445
 CY0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0445'6.6 MI W FROM BOWIE.
 CY0445'6.6 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0445'STATION AT BOWIE, 0.15 MILE WEST OF MILEPOLE NUMBER 1092, IN THE TOP
 CY0445'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE NUMBER
 CY0445'1091.85, 5 3/4 RAILS EAST OF SEMAPHORE NUMBER 1091.8, 34 1/2 FEET
 CY0445'NORTHEAST OF A SECTION CAR SIDING, 34.0 FEET SOUTH OF POWER POLE
 CY0445'NUMBER 47G, 6.9 FEET NORTH OF THE NORTH RAIL, 1.9 FEET EAST OF THE
 CY0445'WEST EDGE OF A BRIDGE ABUTMENT, AND ABOUT 1/2 FOOT LOWER THAN THE TOP
 CY0445'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0363 ***********************************************************************
 CY0363  DESIGNATION -  F 325
 CY0363  PID         -  CY0363
 CY0363  STATE/COUNTY-  AZ/COCHISE
 CY0363  USGS QUAD   -  COCHISE (1985)
 CY0363
 CY0363                         *CURRENT SURVEY CONTROL
 CY0363  ___________________________________________________________________
 CY0363* NAD 83(1986)-  32 05 30.     (N)    109 56 19.     (W)     SCALED    
 CY0363* NAVD 88     -      1308.42   (+/-2cm)    4292.7    (feet)  VERTCON   
 CY0363  ___________________________________________________________________
 CY0363  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0363
 CY0363.The horizontal coordinates were scaled from a topographic map and have
 CY0363.an estimated accuracy of +/- 6 seconds.
 CY0363
 CY0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0363.The vertical order pertains to the NGVD 29 superseded value.
 CY0363
 CY0363.The geoid height was determined by GEOID03.
 CY0363
 CY0363;                    North         East    Units  Estimated Accuracy
 CY0363;SPC AZ E     -   121,050.      234,890.      MT  (+/- 180 meters Scaled)
 CY0363
 CY0363                          SUPERSEDED SURVEY CONTROL
 CY0363
 CY0363  NGVD 29 (??/??/92) 1307.631  (m)         4290.12   (f) ADJ UNCH    1 2
 CY0363
 CY0363.Superseded values are not recommended for survey control.
 CY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0363.See file dsdata.txt to determine how the superseded data were derived.
 CY0363
 CY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA001510(NAD 83)
 CY0363_MARKER: DB = BENCH MARK DISK
 CY0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0363_STAMPING: F 325 1952
 CY0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0363+STABILITY: SURFACE MOTION
 CY0363
 CY0363  HISTORY     - Date     Condition        Report By
 CY0363  HISTORY     - 1952     MONUMENTED       CGS
 CY0363
 CY0363                          STATION DESCRIPTION
 CY0363
 CY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0363'1.9 MI SW FROM COCHISE.
 CY0363'1.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0363'THE STATION AT COCHISE, AT MILEPOLE NUMBER 1062, 91.3 FEET NORTHWEST
 CY0363'OF THE NORTHWEST RAIL, 69.8 FEET WEST OF MILEPOLE NUMBER 1062, 36 1/2
 CY0363'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5.9 FEET SOUTHEAST OF A
 CY0363'FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 3.0 FEET LOWER THAN
 CY0363'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CY0363'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0036 ***********************************************************************
 CG0036  DESIGNATION -  F 326
 CG0036  PID         -  CG0036
 CG0036  STATE/COUNTY-  AZ/COCHISE
 CG0036  USGS QUAD   -  SAINT DAVID (1973)
 CG0036
 CG0036                         *CURRENT SURVEY CONTROL
 CG0036  ___________________________________________________________________
 CG0036* NAD 83(1986)-  31 57 51.     (N)    110 09 39.     (W)     SCALED    
 CG0036* NAVD 88     -      1256.69   (+/-2cm)    4123.0    (feet)  VERTCON   
 CG0036  ___________________________________________________________________
 CG0036  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CG0036  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0036
 CG0036.The horizontal coordinates were scaled from a topographic map and have
 CG0036.an estimated accuracy of +/- 6 seconds.
 CG0036
 CG0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0036.The vertical order pertains to the NGVD 29 superseded value.
 CG0036
 CG0036.The geoid height was determined by GEOID03.
 CG0036
 CG0036;                    North         East    Units  Estimated Accuracy
 CG0036;SPC AZ E     -   106,890.      213,910.      MT  (+/- 180 meters Scaled)
 CG0036
 CG0036                          SUPERSEDED SURVEY CONTROL
 CG0036
 CG0036  NGVD 29 (??/??/92) 1255.846  (m)         4120.22   (f) ADJ UNCH    1 2
 CG0036
 CG0036.Superseded values are not recommended for survey control.
 CG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0036.See file dsdata.txt to determine how the superseded data were derived.
 CG0036
 CG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA792367(NAD 83)
 CG0036_MARKER: DB = BENCH MARK DISK
 CG0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0036_SP_SET: CULVERT
 CG0036_STAMPING: F 326 1952
 CG0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0036
 CG0036  HISTORY     - Date     Condition        Report By
 CG0036  HISTORY     - 1952     MONUMENTED       CGS
 CG0036
 CG0036                          STATION DESCRIPTION
 CG0036
 CG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0036'10.3 MI E FROM BENSON.
 CG0036'10.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0036'STATION AT BENSON, AT MILEPOLE 1043, IN TOP OF THE SOUTH END OF THE
 CG0036'EAST CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT, AT A POINT WHERE
 CG0036'THE TRACKROAD CROSSES A WASH, 2.1 MILES NORTHEAST OF SIBYL, 24.0 FEET
 CG0036'EAST OF THE EAST RAIL, 0.7 FOOT NORTH OF THE SOUTH END OF A CONCRETE
 CG0036'HEADWALL, AND ABOUT 9 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0201 ***********************************************************************
 DU0201  DESIGNATION -  F 327
 DU0201  PID         -  DU0201
 DU0201  STATE/COUNTY-  AZ/GRAHAM
 DU0201  USGS QUAD   -  CALVA (1989)
 DU0201
 DU0201                         *CURRENT SURVEY CONTROL
 DU0201  ___________________________________________________________________
 DU0201* NAD 83(1986)-  33 11 18.     (N)    110 10 56.     (W)     SCALED    
 DU0201* NAVD 88     -       786.753  (meters)    2581.21   (feet)  ADJUSTED  
 DU0201  ___________________________________________________________________
 DU0201  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0201  DYNAMIC HT  -         785.685 (meters)    2577.70  (feet)  COMP
 DU0201  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 DU0201
 DU0201  VERT ORDER  -  FIRST     CLASS II
 DU0201
 DU0201.The horizontal coordinates were scaled from a topographic map and have
 DU0201.an estimated accuracy of +/- 6 seconds.
 DU0201
 DU0201.The orthometric height was determined by differential leveling
 DU0201.and adjusted in June 1991.
 DU0201
 DU0201.The geoid height was determined by GEOID03.
 DU0201
 DU0201.The dynamic height is computed by dividing the NAVD 88
 DU0201.geopotential number by the normal gravity value computed on the
 DU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0201.degrees latitude (g = 980.6199 gals.).
 DU0201
 DU0201.The modeled gravity was interpolated from observed gravity values.
 DU0201
 DU0201;                    North         East    Units  Estimated Accuracy
 DU0201;SPC AZ E     -   242,640.      211,910.      MT  (+/- 180 meters Scaled)
 DU0201
 DU0201                          SUPERSEDED SURVEY CONTROL
 DU0201
 DU0201  NGVD 29 (??/??/92)  786.177  (m)         2579.32   (f) ADJ UNCH    1 2
 DU0201
 DU0201.Superseded values are not recommended for survey control.
 DU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0201.See file dsdata.txt to determine how the superseded data were derived.
 DU0201
 DU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB762724(NAD 83)
 DU0201_MARKER: DB = BENCH MARK DISK
 DU0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0201_SP_SET: FOUNDATION
 DU0201_STAMPING: F 327 1952
 DU0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0201
 DU0201  HISTORY     - Date     Condition        Report By
 DU0201  HISTORY     - 1952     MONUMENTED       CGS
 DU0201  HISTORY     - 1979     GOOD             NGS
 DU0201
 DU0201                          STATION DESCRIPTION
 DU0201
 DU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0201'1.2 MI NE FROM CALVA.
 DU0201'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0201'COMPANY RAILROAD STATION AT CALVA, THENCE 0.7 MILE NORTHEAST ALONG THE
 DU0201'CALVA - ASH CREEK ROAD, AT A POINT WHERE THE ROAD CLIMBS OUT OF GILA
 DU0201'RIVER BED, IN THE TOP OF THE CONCRETE FOUNDATION SUPPORTING TWO STEEL
 DU0201'TOWERS OF A SUSPENSION TELEGRAPH LINE ACROSS GILA RIVER, 178 FEET
 DU0201'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF THE
 DU0201'SOUTHEAST TOWER, 1.1 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 DU0201'FOUNDATION, 6.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE FOUNDATION,
 DU0201'AND ABOUT LEVEL WITH THE ROAD.
 DU0201
 DU0201                          STATION RECOVERY (1979)
 DU0201
 DU0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0201'ADD--THIS BENCH MARK CAN ALSO BE REACHED BY GOING 11.3 KILOMETERS
 DU0201'(7.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE
 DU0201'IN BYLAS, THENCE 0.8 KILOMETER (0.5 MILE) SOUTH ALONG A DIRT ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0389 ***********************************************************************
 ES0389  DESIGNATION -  F 329
 ES0389  PID         -  ES0389
 ES0389  STATE/COUNTY-  AZ/YAVAPAI
 ES0389  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0389
 ES0389                         *CURRENT SURVEY CONTROL
 ES0389  ___________________________________________________________________
 ES0389* NAD 83(1986)-  34 21 34.     (N)    111 40 42.     (W)     SCALED    
 ES0389* NAVD 88     -      1221.08   (+/-2cm)    4006.2    (feet)  VERTCON   
 ES0389  ___________________________________________________________________
 ES0389  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ES0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0389
 ES0389.The horizontal coordinates were scaled from a topographic map and have
 ES0389.an estimated accuracy of +/- 6 seconds.
 ES0389
 ES0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0389.The vertical order pertains to the NGVD 29 superseded value.
 ES0389
 ES0389.The geoid height was determined by GEOID03.
 ES0389
 ES0389;                    North         East    Units  Estimated Accuracy
 ES0389;SPC AZ C     -   372,550.      235,280.      MT  (+/- 180 meters Scaled)
 ES0389
 ES0389                          SUPERSEDED SURVEY CONTROL
 ES0389
 ES0389  NGVD 29 (??/??/92) 1220.366  (m)         4003.82   (f) ADJ UNCH    2 0
 ES0389
 ES0389.Superseded values are not recommended for survey control.
 ES0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0389.See file dsdata.txt to determine how the superseded data were derived.
 ES0389
 ES0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD376022(NAD 83)
 ES0389_MARKER: DB = BENCH MARK DISK
 ES0389_SETTING: 66 = SET IN ROCK OUTCROP
 ES0389_SP_SET: ROCK OUTCROP
 ES0389_STAMPING: F 329 1952
 ES0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0389+STABILITY: POSITION/ELEVATION WELL
 ES0389
 ES0389  HISTORY     - Date     Condition        Report By
 ES0389  HISTORY     - 1952     MONUMENTED       CGS
 ES0389  HISTORY     - 20060222 GOOD             GEOCAC
 ES0389  HISTORY     - 20060222 GOOD             GEOCAC
 ES0389
 ES0389                          STATION DESCRIPTION
 ES0389
 ES0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0389'3.7 MI NE FROM VERDE HOT SPRINGS.
 ES0389'3.9 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0389'HOTEL, AT THE SUMMIT OF A HILL, IN THE TOP OF A 8-FOOT BY 6-FOOT BROWN
 ES0389'ROCK OUTCROP PROJECTING 3 1/2 FEET ABOVE THE GROUND, 83.5 FEET WEST OF
 ES0389'THE NORTHWEST ONE OF A DOUBLE POWER LINE POLE, 60 FEET SOUTH OF THE
 ES0389'CENTER LINE OF AND ABOUT 4 FEET HIGHER THAN THE ROAD, AND 30 FEET
 ES0389'NORTH OF A FENCE LINE.
 ES0389
 ES0389                          STATION RECOVERY (2006)
 ES0389
 ES0389'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 ES0389'I HAVE PICTURES.
 ES0389
 ES0389                          STATION RECOVERY (2006)
 ES0389
 ES0389'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 ES0389'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ES0389'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0138 ***********************************************************************
 GO0138  DESIGNATION -  F 33
 GO0138  PID         -  GO0138
 GO0138  STATE/COUNTY-  AZ/APACHE
 GO0138  USGS QUAD   -  CHINLE (1982)
 GO0138
 GO0138                         *CURRENT SURVEY CONTROL
 GO0138  ___________________________________________________________________
 GO0138* NAD 83(1986)-  36 07 37.     (N)    109 37 18.     (W)     SCALED    
 GO0138* NAVD 88     -      1693.765  (meters)    5556.96   (feet)  ADJUSTED  
 GO0138  ___________________________________________________________________
 GO0138  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GO0138  DYNAMIC HT  -        1691.620 (meters)    5549.92  (feet)  COMP
 GO0138  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 GO0138
 GO0138  VERT ORDER  -  FIRST     CLASS II
 GO0138
 GO0138.The horizontal coordinates were scaled from a topographic map and have
 GO0138.an estimated accuracy of +/- 6 seconds.
 GO0138
 GO0138.The orthometric height was determined by differential leveling
 GO0138.and adjusted in June 1991.
 GO0138
 GO0138.The geoid height was determined by GEOID03.
 GO0138
 GO0138.The dynamic height is computed by dividing the NAVD 88
 GO0138.geopotential number by the normal gravity value computed on the
 GO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0138.degrees latitude (g = 980.6199 gals.).
 GO0138
 GO0138.The modeled gravity was interpolated from observed gravity values.
 GO0138
 GO0138;                    North         East    Units  Estimated Accuracy
 GO0138;SPC AZ E     -   568,740.      262,420.      MT  (+/- 180 meters Scaled)
 GO0138
 GO0138                          SUPERSEDED SURVEY CONTROL
 GO0138
 GO0138  NGVD 29 (??/??/92) 1692.878  (m)         5554.05   (f) ADJ UNCH    1 2
 GO0138
 GO0138.Superseded values are not recommended for survey control.
 GO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0138.See file dsdata.txt to determine how the superseded data were derived.
 GO0138
 GO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE240989(NAD 83)
 GO0138_MARKER: DB = BENCH MARK DISK
 GO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0138_STAMPING: F 33 1933
 GO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0138+STABILITY: SURFACE MOTION
 GO0138
 GO0138  HISTORY     - Date     Condition        Report By
 GO0138  HISTORY     - 1933     MONUMENTED       CGS
 GO0138  HISTORY     - 1934     GOOD             NGS
 GO0138
 GO0138                          STATION DESCRIPTION
 GO0138
 GO0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0138'4.8 MI SW FROM CHIN LEE.
 GO0138'ABOUT 4.8 MILES SOUTHWEST ALONG THE ROAD TO GANADO FROM THE POST
 GO0138'OFFICE AT CHIN LEE, APACHE COUNTY, ABOUT 1.7 MILES SOUTHWEST OF A
 GO0138'WOODEN BRIDGE OVER A WASH, ABOUT .1 MILE SOUTH OF THE JUNCTION OF AN
 GO0138'OLD ROAD, ABOUT 77 YARDS WEST OF THE CENTERLINE OF THE OLD ROAD, ABOUT
 GO0138'100 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD AND 6 INCHES
 GO0138'ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 33 1933 AND SET IN THE
 GO0138'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0396 ***********************************************************************
 ES0396  DESIGNATION -  F 330
 ES0396  PID         -  ES0396
 ES0396  STATE/COUNTY-  AZ/YAVAPAI
 ES0396  USGS QUAD   -  ARNOLD MESA (1967)
 ES0396
 ES0396                         *CURRENT SURVEY CONTROL
 ES0396  ___________________________________________________________________
 ES0396* NAD 83(1986)-  34 27 36.     (N)    111 58 43.     (W)     SCALED    
 ES0396* NAVD 88     -      1385.00   (+/-2cm)    4544.0    (feet)  VERTCON   
 ES0396  ___________________________________________________________________
 ES0396  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 ES0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0396
 ES0396.The horizontal coordinates were scaled from a topographic map and have
 ES0396.an estimated accuracy of +/- 6 seconds.
 ES0396
 ES0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0396.The vertical order pertains to the NGVD 29 superseded value.
 ES0396
 ES0396.The geoid height was determined by GEOID03.
 ES0396
 ES0396;                    North         East    Units  Estimated Accuracy
 ES0396;SPC AZ C     -   383,680.      207,670.      MT  (+/- 180 meters Scaled)
 ES0396
 ES0396                          SUPERSEDED SURVEY CONTROL
 ES0396
 ES0396  NGVD 29 (??/??/92) 1384.202  (m)         4541.34   (f) ADJ UNCH    2 0
 ES0396
 ES0396.Superseded values are not recommended for survey control.
 ES0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0396.See file dsdata.txt to determine how the superseded data were derived.
 ES0396
 ES0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD101135(NAD 83)
 ES0396_MARKER: DB = BENCH MARK DISK
 ES0396_SETTING: 80 = SET IN A BOULDER
 ES0396_SP_SET: BOULDER
 ES0396_STAMPING: F 330 1952
 ES0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0396+STABILITY: SURFACE MOTION
 ES0396
 ES0396  HISTORY     - Date     Condition        Report By
 ES0396  HISTORY     - 1952     MONUMENTED       CGS
 ES0396  HISTORY     - 20080816 GOOD             GEOCAC
 ES0396
 ES0396                          STATION DESCRIPTION
 ES0396
 ES0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0396'17.7 MI SE FROM CHERRY.
 ES0396'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0396'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILE SOUTH
 ES0396'ALONG THE FLOWERPOT RANCH ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM
 ES0396'TRACK ROAD, THENCE 2.4 MILES SOUTH ALONG A DIM ROCKY JEEP TRAIL ON THE
 ES0396'NORTHWEST BANK OF A ROCKY WASH, BETWEEN THE TRAIL AND WASH, ON TOP AND
 ES0396'NEAR THE NORTHEAST EDGE OF A 10-FOOT BY 5-FOOT EMBEDDED BOULDER
 ES0396'PROJECTING 2 1/2 FEET ABOVE THE GROUND, 0.7 MILE SOUTHWEST OF A DIRT
 ES0396'WATER SUPPLY TANK, ABOUT 175 YARDS NORTHEAST OF A POINT WHERE THE
 ES0396'TRAIL CROSSES THE WASH, 0.5 MILE NORTHEAST OF A WIRE CORRAL, 26 FEET
 ES0396'NORTHWEST OF THE CENTER OF THE WASH, 25 FEET SOUTHEAST OF THE CENTER
 ES0396'LINE OF THE TRAIL, 6 1/2 FEET SOUTHWEST OF A 30-INCH JUNIPER TREE AND
 ES0396'ABOUT 3 FEET LOWER THAN THE TRAIL.
 ES0396
 ES0396                          STATION RECOVERY (2008)
 ES0396
 ES0396'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0306 ***********************************************************************
 CY0306  DESIGNATION -  F 331
 CY0306  PID         -  CY0306
 CY0306  STATE/COUNTY-  AZ/COCHISE
 CY0306  USGS QUAD   -  SAN SIMON (1987)
 CY0306
 CY0306                         *CURRENT SURVEY CONTROL
 CY0306  ___________________________________________________________________
 CY0306* NAD 83(1986)-  32 16 54.     (N)    109 14 02.     (W)     SCALED    
 CY0306* NAVD 88     -      1097.57   (+/-2cm)    3600.9    (feet)  VERTCON   
 CY0306  ___________________________________________________________________
 CY0306  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CY0306  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0306
 CY0306.The horizontal coordinates were scaled from a topographic map and have
 CY0306.an estimated accuracy of +/- 6 seconds.
 CY0306
 CY0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0306.The vertical order pertains to the NGVD 29 superseded value.
 CY0306
 CY0306.The geoid height was determined by GEOID03.
 CY0306
 CY0306;                    North         East    Units  Estimated Accuracy
 CY0306;SPC AZ E     -   142,480.      301,220.      MT  (+/- 180 meters Scaled)
 CY0306
 CY0306                          SUPERSEDED SURVEY CONTROL
 CY0306
 CY0306  NGVD 29 (??/??/92) 1096.938  (m)         3598.87   (f) ADJ UNCH    1 2
 CY0306
 CY0306.Superseded values are not recommended for survey control.
 CY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0306.See file dsdata.txt to determine how the superseded data were derived.
 CY0306
 CY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA663730(NAD 83)
 CY0306_MARKER: DB = BENCH MARK DISK
 CY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0306_STAMPING: F 331 1953
 CY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0306+STABILITY: SURFACE MOTION
 CY0306
 CY0306  HISTORY     - Date     Condition        Report By
 CY0306  HISTORY     - 1953     MONUMENTED       CGS
 CY0306
 CY0306                          STATION DESCRIPTION
 CY0306
 CY0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0306'1.0 MI NW FROM SAN SIMON.
 CY0306'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 CY0306'STATION AT SAN SIMON, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD,
 CY0306'THENCE 0.5 MILE NORTHWEST ALONG A DIRT ROAD, 87 FEET SOUTHWEST OF THE
 CY0306'CENTER LINE OF THE NORTHWEST AND SOUTHEAST RUNWAY OF THE SAN SIMON
 CY0306'AIRPORT, 3.3 FEET NORTHEAST OF THE WIND SOCK, 3 FEET WEST OF A WITNESS
 CY0306'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CY0306'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0546 ***********************************************************************
 DA0546  DESIGNATION -  F 332
 DA0546  PID         -  DA0546
 DA0546  STATE/COUNTY-  AZ/MARICOPA
 DA0546  USGS QUAD   -  DEADMAN GAP (1986)
 DA0546
 DA0546                         *CURRENT SURVEY CONTROL
 DA0546  ___________________________________________________________________
 DA0546* NAD 83(1986)-  32 34 14.     (N)    112 51 01.     (W)     SCALED    
 DA0546* NAVD 88     -       371.015  (meters)    1217.24   (feet)  ADJUSTED  
 DA0546  ___________________________________________________________________
 DA0546  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0546  DYNAMIC HT  -         370.559 (meters)    1215.74  (feet)  COMP
 DA0546  MODELED GRAV-     979,399.7   (mgal)                       NAVD 88
 DA0546
 DA0546  VERT ORDER  -  FIRST     CLASS II
 DA0546
 DA0546.The horizontal coordinates were scaled from a topographic map and have
 DA0546.an estimated accuracy of +/- 6 seconds.
 DA0546
 DA0546.The orthometric height was determined by differential leveling
 DA0546.and adjusted in June 1991.
 DA0546
 DA0546.The geoid height was determined by GEOID03.
 DA0546
 DA0546.The dynamic height is computed by dividing the NAVD 88
 DA0546.geopotential number by the normal gravity value computed on the
 DA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0546.degrees latitude (g = 980.6199 gals.).
 DA0546
 DA0546.The modeled gravity was interpolated from observed gravity values.
 DA0546
 DA0546;                    North         East    Units  Estimated Accuracy
 DA0546;SPC AZ C     -   174,520.      125,700.      MT  (+/- 180 meters Scaled)
 DA0546
 DA0546                          SUPERSEDED SURVEY CONTROL
 DA0546
 DA0546  NGVD 29 (??/??/92)  370.372  (m)         1215.13   (f) ADJ UNCH    1 2
 DA0546
 DA0546.Superseded values are not recommended for survey control.
 DA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0546.See file dsdata.txt to determine how the superseded data were derived.
 DA0546
 DA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263051(NAD 83)
 DA0546_MARKER: DB = BENCH MARK DISK
 DA0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0546_STAMPING: F 332 1953
 DA0546_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0546+STABILITY: SURFACE MOTION
 DA0546
 DA0546  HISTORY     - Date     Condition        Report By
 DA0546  HISTORY     - 1953     MONUMENTED       CGS
 DA0546  HISTORY     - 1980     GOOD             NGS
 DA0546
 DA0546                          STATION DESCRIPTION
 DA0546
 DA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0546'15.6 MI N FROM AJO.
 DA0546'15.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0546'FROM THE STATION AT AJO, 9 FEET SOUTH OF MILEPOLE 28, 99 1/2 FEET EAST
 DA0546'OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 95.6 FEET WEST OF THE
 DA0546'WEST RAIL, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 DA0546'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0546'FOOT ABOVE THE GROUND.
 DA0546
 DA0546                          STATION RECOVERY (1980)
 DA0546
 DA0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0546'25.4 KM (15.75 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0546'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.5 KM (0.3 MI)
 DA0546'NORTH OF RAILWAY BRIDGE NUMBER 282, AT RAILWAY MILEPOLE 28, SET IN
 DA0546'LINE WITH A ROW OF IRON TELEGRAPH POLES, 29.1 METERS (95.6 FT) WEST
 DA0546'OF THE WEST RAIL OF THE TRACKS, 29.3 METERS (96.0 FT) EAST OF THE
 DA0546'CENTERLINE OF A DIRT ROAD PARALLELING THE TRACKS, 2.7 METERS (9.0 FT)
 DA0546'EAST OF THE MILEPOST.
 DA0546'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0546'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0336 ***********************************************************************
 DA0336  DESIGNATION -  F 333
 DA0336  PID         -  DA0336
 DA0336  STATE/COUNTY-  AZ/PIMA
 DA0336  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA0336
 DA0336                         *CURRENT SURVEY CONTROL
 DA0336  ___________________________________________________________________
 DA0336* NAD 83(1986)-  32 17 09.     (N)    112 44 50.     (W)     SCALED    
 DA0336* NAVD 88     -       538.621  (meters)    1767.13   (feet)  ADJUSTED  
 DA0336  ___________________________________________________________________
 DA0336  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0336  DYNAMIC HT  -         537.925 (meters)    1764.84  (feet)  COMP
 DA0336  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 DA0336
 DA0336  VERT ORDER  -  FIRST     CLASS II
 DA0336
 DA0336.The horizontal coordinates were scaled from a topographic map and have
 DA0336.an estimated accuracy of +/- 6 seconds.
 DA0336
 DA0336.The orthometric height was determined by differential leveling
 DA0336.and adjusted in June 1991.
 DA0336
 DA0336.The geoid height was determined by GEOID03.
 DA0336
 DA0336.The dynamic height is computed by dividing the NAVD 88
 DA0336.geopotential number by the normal gravity value computed on the
 DA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0336.degrees latitude (g = 980.6199 gals.).
 DA0336
 DA0336.The modeled gravity was interpolated from observed gravity values.
 DA0336
 DA0336;                    North         East    Units  Estimated Accuracy
 DA0336;SPC AZ C     -   142,860.      135,130.      MT  (+/- 180 meters Scaled)
 DA0336
 DA0336                          SUPERSEDED SURVEY CONTROL
 DA0336
 DA0336  NGVD 29 (??/??/92)  537.896  (m)         1764.75   (f) ADJ UNCH    1 2
 DA0336
 DA0336.Superseded values are not recommended for survey control.
 DA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0336.See file dsdata.txt to determine how the superseded data were derived.
 DA0336
 DA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA354734(NAD 83)
 DA0336_MARKER: DB = BENCH MARK DISK
 DA0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0336_STAMPING: F 333 1953
 DA0336_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0336+STABILITY: SURFACE MOTION
 DA0336
 DA0336  HISTORY     - Date     Condition        Report By
 DA0336  HISTORY     - 1953     MONUMENTED       CGS
 DA0336  HISTORY     - 1981     GOOD             NGS
 DA0336  HISTORY     - 19970305 GOOD             USPSQD
 DA0336  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0336
 DA0336                          STATION DESCRIPTION
 DA0336
 DA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0336'9.6 MI SE FROM AJO.
 DA0336'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0336'FROM THE STATION AT AJO, THENCE 9.45 MILES SOUTHEAST ALONG STATE
 DA0336'HIGHWAY 86, 0.1 MILE SOUTHEAST OF THE SOUTHEAST END OF A BEND IN THE
 DA0336'HIGHWAY, ABOUT 100 YARDS NORTHWEST OF A DIP IN THE HIGHWAY, 44 FEET
 DA0336'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHEAST OF A
 DA0336'LONE BUSHY TREE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 DA0336'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0336'FOOT ABOVE THE GROUND.
 DA0336
 DA0336                          STATION RECOVERY (1981)
 DA0336
 DA0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0336'2.1 KM (1.3 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0336'STATE HIGHWAY 86 IN WHY, 0.5 KM (0.3 MI) NORTHWEST OF HIGHWAY MILEPOST
 DA0336'52, 0.2 KM (0.1 MI) SOUTHEAST OF THE SOUTHEAST END OF A HIGHWAY CURVE,
 DA0336'13.4 M (44.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DA0336'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0336'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0336
 DA0336                          STATION RECOVERY (1997)
 DA0336
 DA0336'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0336'RECOVERED IN GOOD CONDITION.
 DA0336
 DA0336                          STATION RECOVERY (1999)
 DA0336
 DA0336'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0370 ***********************************************************************
 CG0370  DESIGNATION -  F 334
 CG0370  PID         -  CG0370
 CG0370  STATE/COUNTY-  AZ/PIMA
 CG0370  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0370
 CG0370                         *CURRENT SURVEY CONTROL
 CG0370  ___________________________________________________________________
 CG0370* NAD 83(1986)-  31 45 11.     (N)    111 01 42.     (W)     SCALED    
 CG0370* NAVD 88     -       912.03   (+/-2cm)    2992.2    (feet)  VERTCON   
 CG0370  ___________________________________________________________________
 CG0370  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0370  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0370
 CG0370.The horizontal coordinates were scaled from a topographic map and have
 CG0370.an estimated accuracy of +/- 6 seconds.
 CG0370
 CG0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0370.The vertical order pertains to the NGVD 29 superseded value.
 CG0370
 CG0370.The geoid height was determined by GEOID03.
 CG0370
 CG0370;                    North         East    Units  Estimated Accuracy
 CG0370;SPC AZ C     -    83,830.      297,520.      MT  (+/- 180 meters Scaled)
 CG0370
 CG0370                          SUPERSEDED SURVEY CONTROL
 CG0370
 CG0370  NGVD 29 (??/??/92)  911.236  (m)         2989.61   (f) ADJ UNCH    1 2
 CG0370
 CG0370.Superseded values are not recommended for survey control.
 CG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0370.See file dsdata.txt to determine how the superseded data were derived.
 CG0370
 CG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA973130(NAD 83)
 CG0370_MARKER: DB = BENCH MARK DISK
 CG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0370_STAMPING: F 334 1953
 CG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0370+STABILITY: SURFACE MOTION
 CG0370
 CG0370  HISTORY     - Date     Condition        Report By
 CG0370  HISTORY     - 1953     MONUMENTED       CGS
 CG0370
 CG0370                          STATION DESCRIPTION
 CG0370
 CG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0370'3.5 MI N FROM AMADO.
 CG0370'3.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0370'WATER TANK AT AMADO, 6 TELEPHONE POLES NORTH OF MILEPOLE 1018, 88.0
 CG0370'FEET NORTHWEST OF THE NORTHWEST CORNER OF WOODEN BRIDGE 1017.79, 35.5
 CG0370'FEET WEST OF THE WEST RAIL, 12 1/2 FEET EAST OF THE CENTER LINE OF A
 CG0370'DIRT ROAD, 3 1/2 FEET NORTH OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A
 CG0370'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CG0370'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0207 ***********************************************************************
 CG0207  DESIGNATION -  F 335
 CG0207  PID         -  CG0207
 CG0207  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0207  USGS QUAD   -  NOGALES (1981)
 CG0207
 CG0207                         *CURRENT SURVEY CONTROL
 CG0207  ___________________________________________________________________
 CG0207* NAD 83(1986)-  31 21 09.     (N)    110 55 36.     (W)     SCALED    
 CG0207* NAVD 88     -      1155.813  (meters)    3792.03   (feet)  ADJUSTED  
 CG0207  ___________________________________________________________________
 CG0207  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0207  DYNAMIC HT  -        1154.014 (meters)    3786.13  (feet)  COMP
 CG0207  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 CG0207
 CG0207  VERT ORDER  -  FIRST     CLASS II
 CG0207
 CG0207.The horizontal coordinates were scaled from a topographic map and have
 CG0207.an estimated accuracy of +/- 6 seconds.
 CG0207
 CG0207.The orthometric height was determined by differential leveling
 CG0207.and adjusted in June 1991.
 CG0207
 CG0207.The geoid height was determined by GEOID03.
 CG0207
 CG0207.The dynamic height is computed by dividing the NAVD 88
 CG0207.geopotential number by the normal gravity value computed on the
 CG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0207.degrees latitude (g = 980.6199 gals.).
 CG0207
 CG0207.The modeled gravity was interpolated from observed gravity values.
 CG0207
 CG0207;                    North         East    Units  Estimated Accuracy
 CG0207;SPC AZ C     -    39,500.      307,550.      MT  (+/- 180 meters Scaled)
 CG0207
 CG0207                          SUPERSEDED SURVEY CONTROL
 CG0207
 CG0207  NGVD 29 (??/??/92) 1154.901  (m)         3789.04   (f) ADJ UNCH    1 2
 CG0207
 CG0207.Superseded values are not recommended for survey control.
 CG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0207.See file dsdata.txt to determine how the superseded data were derived.
 CG0207
 CG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV069686(NAD 83)
 CG0207_MARKER: DB = BENCH MARK DISK
 CG0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0207_SP_SET: CURB
 CG0207_STAMPING: F 335 1954
 CG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0207
 CG0207  HISTORY     - Date     Condition        Report By
 CG0207  HISTORY     - 1954     MONUMENTED       CGS
 CG0207  HISTORY     - 1980     GOOD             NGS
 CG0207
 CG0207                          STATION DESCRIPTION
 CG0207
 CG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0207'1.6 MI N FROM NOGALES.
 CG0207'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0207'STATION AT NOGALES, AT THE CROSSING OF A PAVED ROAD, ABOUT 85 YARDS
 CG0207'NORTHWEST OF ARROWHEAD MOTEL, AT A CONCRETE BRIDGE OVER A LARGE
 CG0207'DRAINAGE DITCH, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CG0207'CONCRETE CURB, 81.3 FEET NORTHEAST OF THE NORTHEAST RAIL AT THE CENTER
 CG0207'OF THE CROSSING, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CG0207'1.9 FEET NORTHEAST OF THE SOUTHWEST END OF THE CURB, AND ABOUT 1/2
 CG0207'FOOT HIGHER THAN THE HIGHWAY.
 CG0207
 CG0207                          STATION RECOVERY (1980)
 CG0207
 CG0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0207'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 CG0207'RAILROAD FROM THE COUNTY COURTHOUSE IN NOGALES, AT THE BANKARD STREET
 CG0207'BRIDGE OVER NOGALES WASH, IN TOP OF AND 0.6 METER (2.0 FEET) EAST OF
 CG0207'THE WEST END OF THE SOUTH CONCRETE CURB, 24.7 METERS (81 FEET) EAST
 CG0207'OF THE EAST RAIL, 4.7 METERS (15.5 FEET) SOUTH OF THE CENTERLINE OF
 CG0207'THE STREET AND 0.3 METER (1.0 FOOT) ABOVE THE STREET.
 CG0207'THE MARK IS 0.2 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0475 ***********************************************************************
 DA0475  DESIGNATION -  F 336
 DA0475  PID         -  DA0475
 DA0475  STATE/COUNTY-  AZ/PIMA
 DA0475  USGS QUAD   -  BURRO GAP (1990)
 DA0475
 DA0475                         *CURRENT SURVEY CONTROL
 DA0475  ___________________________________________________________________
 DA0475* NAD 83(1986)-  32 23 25.     (N)    112 44 51.     (W)     SCALED    
 DA0475* NAVD 88     -       506.12   (+/-2cm)    1660.5    (feet)  VERTCON   
 DA0475  ___________________________________________________________________
 DA0475  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0475
 DA0475.The horizontal coordinates were scaled from a topographic map and have
 DA0475.an estimated accuracy of +/- 6 seconds.
 DA0475
 DA0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0475.The vertical order pertains to the NGVD 29 superseded value.
 DA0475
 DA0475.The geoid height was determined by GEOID03.
 DA0475
 DA0475;                    North         East    Units  Estimated Accuracy
 DA0475;SPC AZ C     -   154,440.      135,190.      MT  (+/- 180 meters Scaled)
 DA0475
 DA0475                          SUPERSEDED SURVEY CONTROL
 DA0475
 DA0475  NGVD 29 (??/??/92)  505.426  (m)         1658.22   (f) ADJ UNCH    2 0
 DA0475
 DA0475.Superseded values are not recommended for survey control.
 DA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0475.See file dsdata.txt to determine how the superseded data were derived.
 DA0475
 DA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA356850(NAD 83)
 DA0475_MARKER: DB = BENCH MARK DISK
 DA0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0475_SP_SET: 11 FT.
 DA0475_STAMPING: F 336 1961
 DA0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0475+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0475
 DA0475  HISTORY     - Date     Condition        Report By
 DA0475  HISTORY     - 1961     MONUMENTED       CGS
 DA0475  HISTORY     - 20060218 GOOD             USPSQD
 DA0475
 DA0475                          STATION DESCRIPTION
 DA0475
 DA0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0475'7.5 MI E FROM AJO.
 DA0475'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0475'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0475'STATE HIGHWAY 85.  THENCE 5.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0475'FOLLOWS A PIPE LINE.  3.7 MILES WEST OF A METAL WINDMILL, 85 FEET
 DA0475'SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A METAL
 DA0475'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ON THE TOP OF A 5/8-INCH
 DA0475'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED
 DA0475'IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 DA0475
 DA0475                          STATION RECOVERY (2006)
 DA0475
 DA0475'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0475'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0202 ***********************************************************************
 DA0202  DESIGNATION -  F 337
 DA0202  PID         -  DA0202
 DA0202  STATE/COUNTY-  AZ/PIMA
 DA0202  USGS QUAD   -  KAKA (1986)
 DA0202
 DA0202                         *CURRENT SURVEY CONTROL
 DA0202  ___________________________________________________________________
 DA0202* NAD 83(1986)-  32 30 36.     (N)    112 18 34.     (W)     SCALED    
 DA0202* NAVD 88     -       684.09   (+/-2cm)    2244.4    (feet)  VERTCON   
 DA0202  ___________________________________________________________________
 DA0202  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0202
 DA0202.The horizontal coordinates were scaled from a topographic map and have
 DA0202.an estimated accuracy of +/- 6 seconds.
 DA0202
 DA0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0202.The vertical order pertains to the NGVD 29 superseded value.
 DA0202
 DA0202.The geoid height was determined by GEOID03.
 DA0202
 DA0202;                    North         East    Units  Estimated Accuracy
 DA0202;SPC AZ C     -   167,480.      176,460.      MT  (+/- 180 meters Scaled)
 DA0202
 DA0202                          SUPERSEDED SURVEY CONTROL
 DA0202
 DA0202  NGVD 29 (??/??/92)  683.398  (m)         2242.11   (f) ADJ UNCH    2 0
 DA0202
 DA0202.Superseded values are not recommended for survey control.
 DA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0202.See file dsdata.txt to determine how the superseded data were derived.
 DA0202
 DA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA770977(NAD 83)
 DA0202_MARKER: DB = BENCH MARK DISK
 DA0202_SETTING: 80 = SET IN A BOULDER
 DA0202_SP_SET: BOULDER
 DA0202_STAMPING: F 337 1961
 DA0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0202+STABILITY: SURFACE MOTION
 DA0202
 DA0202  HISTORY     - Date     Condition        Report By
 DA0202  HISTORY     - 1961     MONUMENTED       CGS
 DA0202
 DA0202                          STATION DESCRIPTION
 DA0202
 DA0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0202'5.7 MI NW FROM VENTANA.
 DA0202'5.7 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0202'VENTANA.  0.3 MILE EAST OF THE CHURCH AT KAKA, AN INDIAN VILLAGE. SET
 DA0202'IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 18 INCHES AND IS LOCATED
 DA0202'IN THE CENTER OF A GROUP OF BLACK BOULDERS, 62 FEET NORTH OF THE
 DA0202'CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0461 ***********************************************************************
 DA0461  DESIGNATION -  F 338
 DA0461  PID         -  DA0461
 DA0461  STATE/COUNTY-  AZ/PIMA
 DA0461  USGS QUAD   -  GU VO (1990)
 DA0461
 DA0461                         *CURRENT SURVEY CONTROL
 DA0461  ___________________________________________________________________
 DA0461* NAD 83(1986)-  32 05 05.     (N)    112 36 10.     (W)     SCALED    
 DA0461* NAVD 88     -       680.28   (+/-2cm)    2231.9    (feet)  VERTCON   
 DA0461  ___________________________________________________________________
 DA0461  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0461
 DA0461.The horizontal coordinates were scaled from a topographic map and have
 DA0461.an estimated accuracy of +/- 6 seconds.
 DA0461
 DA0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0461.The vertical order pertains to the NGVD 29 superseded value.
 DA0461
 DA0461.The geoid height was determined by GEOID03.
 DA0461
 DA0461;                    North         East    Units  Estimated Accuracy
 DA0461;SPC AZ C     -   120,470.      148,590.      MT  (+/- 180 meters Scaled)
 DA0461
 DA0461                          SUPERSEDED SURVEY CONTROL
 DA0461
 DA0461  NGVD 29 (??/??/92)  679.528  (m)         2229.42   (f) ADJ UNCH    2 0
 DA0461
 DA0461.Superseded values are not recommended for survey control.
 DA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0461.See file dsdata.txt to determine how the superseded data were derived.
 DA0461
 DA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA487509(NAD 83)
 DA0461_MARKER: DB = BENCH MARK DISK
 DA0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0461_STAMPING: F 338 1961
 DA0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0461+STABILITY: SURFACE MOTION
 DA0461
 DA0461  HISTORY     - Date     Condition        Report By
 DA0461  HISTORY     - 1961     MONUMENTED       CGS
 DA0461
 DA0461                          STATION DESCRIPTION
 DA0461
 DA0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0461'27.6 MI SE FROM AJO.
 DA0461'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0461'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0461'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0461'THENCE 11.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 73 FEET
 DA0461'NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A
 DA0461'TELEPHONE POLE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DA0461'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0050 ***********************************************************************
 CH0050  DESIGNATION -  F 339
 CH0050  PID         -  CH0050
 CH0050  STATE/COUNTY-  AZ/PIMA
 CH0050  USGS QUAD   -  KUPK (1988)
 CH0050
 CH0050                         *CURRENT SURVEY CONTROL
 CH0050  ___________________________________________________________________
 CH0050* NAD 83(1986)-  31 58 02.     (N)    112 15 01.     (W)     SCALED    
 CH0050* NAVD 88     -       564.93   (+/-2cm)    1853.4    (feet)  VERTCON   
 CH0050  ___________________________________________________________________
 CH0050  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0050
 CH0050.The horizontal coordinates were scaled from a topographic map and have
 CH0050.an estimated accuracy of +/- 6 seconds.
 CH0050
 CH0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0050.The vertical order pertains to the NGVD 29 superseded value.
 CH0050
 CH0050.The geoid height was determined by GEOID03.
 CH0050
 CH0050;                    North         East    Units  Estimated Accuracy
 CH0050;SPC AZ C     -   107,280.      181,830.      MT  (+/- 180 meters Scaled)
 CH0050
 CH0050                          SUPERSEDED SURVEY CONTROL
 CH0050
 CH0050  NGVD 29 (??/??/92)  564.260  (m)         1851.24   (f) ADJ UNCH    2 0
 CH0050
 CH0050.Superseded values are not recommended for survey control.
 CH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0050.See file dsdata.txt to determine how the superseded data were derived.
 CH0050
 CH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA818374(NAD 83)
 CH0050_MARKER: DB = BENCH MARK DISK
 CH0050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0050_SP_SET: 19 FT.
 CH0050_STAMPING: F 339 1961
 CH0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0050
 CH0050  HISTORY     - Date     Condition        Report By
 CH0050  HISTORY     - 1961     MONUMENTED       CGS
 CH0050
 CH0050                          STATION DESCRIPTION
 CH0050
 CH0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0050'6.45 MI SE FROM PISINIMO.
 CH0050'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0050'PISINIMO, AN INDIAN VILLAGE.  THENCE 6.1 MILES SOUTHEAST ALONG A TRAIL
 CH0050'ROAD, 1.05 MILES SOUTHEAST OF A LONE WINDMILL, 81 FEET NORTHEAST OF
 CH0050'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST,
 CH0050'ABOUT LEVEL WITH THE ROAD, AND ON A 5/8-INCH COPPER COATED ROD THAT IS
 CH0050'DRIVEN TO A DEPTH OF 19 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6
 CH0050'INCHES.  NOTE-- THIS MARK IS 0.6 MILE EAST-SOUTHEAST OF A 4X4-INCH
 CH0050'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 60.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0166 ***********************************************************************
 FP0166  DESIGNATION -  F 34
 FP0166  PID         -  FP0166
 FP0166  STATE/COUNTY-  AZ/APACHE
 FP0166  USGS QUAD   -  GANADO (1973)
 FP0166
 FP0166                         *CURRENT SURVEY CONTROL
 FP0166  ___________________________________________________________________
 FP0166* NAD 83(1986)-  35 42 36.     (N)    109 31 07.     (W)     SCALED    
 FP0166* NAVD 88     -      2022.870  (meters)    6636.70   (feet)  ADJUSTED  
 FP0166  ___________________________________________________________________
 FP0166  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 FP0166  DYNAMIC HT  -        2020.102 (meters)    6627.62  (feet)  COMP
 FP0166  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 FP0166
 FP0166  VERT ORDER  -  FIRST     CLASS II
 FP0166
 FP0166.The horizontal coordinates were scaled from a topographic map and have
 FP0166.an estimated accuracy of +/- 6 seconds.
 FP0166
 FP0166.The orthometric height was determined by differential leveling
 FP0166.and adjusted in June 1991.
 FP0166
 FP0166.The geoid height was determined by GEOID03.
 FP0166
 FP0166.The dynamic height is computed by dividing the NAVD 88
 FP0166.geopotential number by the normal gravity value computed on the
 FP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0166.degrees latitude (g = 980.6199 gals.).
 FP0166
 FP0166.The modeled gravity was interpolated from observed gravity values.
 FP0166
 FP0166;                    North         East    Units  Estimated Accuracy
 FP0166;SPC AZ E     -   522,530.      272,000.      MT  (+/- 180 meters Scaled)
 FP0166
 FP0166                          SUPERSEDED SURVEY CONTROL
 FP0166
 FP0166  NGVD 29 (??/??/92) 2021.903  (m)         6633.53   (f) ADJ UNCH    1 2
 FP0166
 FP0166.Superseded values are not recommended for survey control.
 FP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0166.See file dsdata.txt to determine how the superseded data were derived.
 FP0166
 FP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE340527(NAD 83)
 FP0166_MARKER: DB = BENCH MARK DISK
 FP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0166_STAMPING: 6633.527 F 34 1933
 FP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0166+STABILITY: SURFACE MOTION
 FP0166
 FP0166  HISTORY     - Date     Condition        Report By
 FP0166  HISTORY     - 1933     MONUMENTED       CGS
 FP0166  HISTORY     - 1973     GOOD             USGS
 FP0166
 FP0166                          STATION DESCRIPTION
 FP0166
 FP0166'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0166'2.5 MI SE FROM GALLUP.
 FP0166'2.5 MILES SOUTHEAST ALONG THE ROAD TO GALLUP FROM THE POST OFFICE AT
 FP0166'GANADO-- 0.1 MILES S. FROM THE P.O. AT GANADO TO INTERSECTION WITH
 FP0166'STATE HIGHWAY 264.  E. ALONG THE HIGHWAY TO AN INTERSECTION WITH ROAD
 FP0166'LEFT (S.).  185 FEET N.W. OF INTERSECTION.  55 FEET S. OF A HIGHWAY
 FP0166'RIGHT OF WAY TABLET.  47 FEET SW OF A TELEPHONE POLE AND 45 FEET N. OF
 FP0166'CENTERLINE OF HIGHWAY.  A STANDARD DISK, STAMPED 6633.527 F 34 1933
 FP0166'AND SET IN TOP OF CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND
 FP0166'AT THE EDGE OF THE HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0128 ***********************************************************************
 FR0128  DESIGNATION -  F 340
 FR0128  PID         -  FR0128
 FR0128  STATE/COUNTY-  AZ/COCONINO
 FR0128  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0128
 FR0128                         *CURRENT SURVEY CONTROL
 FR0128  ___________________________________________________________________
 FR0128* NAD 83(1986)-  35 13 17.     (N)    112 20 03.     (W)     SCALED    
 FR0128* NAVD 88     -      1920.412  (meters)    6300.55   (feet)  ADJUSTED  
 FR0128  ___________________________________________________________________
 FR0128  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 FR0128  DYNAMIC HT  -        1917.749 (meters)    6291.81  (feet)  COMP
 FR0128  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 FR0128
 FR0128  VERT ORDER  -  SECOND    CLASS 0
 FR0128
 FR0128.The horizontal coordinates were scaled from a topographic map and have
 FR0128.an estimated accuracy of +/- 6 seconds.
 FR0128
 FR0128.The orthometric height was determined by differential leveling
 FR0128.and adjusted in June 1991.
 FR0128
 FR0128.The geoid height was determined by GEOID03.
 FR0128
 FR0128.The dynamic height is computed by dividing the NAVD 88
 FR0128.geopotential number by the normal gravity value computed on the
 FR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0128.degrees latitude (g = 980.6199 gals.).
 FR0128
 FR0128.The modeled gravity was interpolated from observed gravity values.
 FR0128
 FR0128;                    North         East    Units  Estimated Accuracy
 FR0128;SPC AZ C     -   468,210.      175,350.      MT  (+/- 180 meters Scaled)
 FR0128
 FR0128                          SUPERSEDED SURVEY CONTROL
 FR0128
 FR0128  NGVD 29 (??/??/92) 1919.455  (m)         6297.41   (f) ADJ UNCH    2 0
 FR0128
 FR0128.Superseded values are not recommended for survey control.
 FR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0128.See file dsdata.txt to determine how the superseded data were derived.
 FR0128
 FR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD785984(NAD 83)
 FR0128_MARKER: DB = BENCH MARK DISK
 FR0128_SETTING: 66 = SET IN ROCK OUTCROP
 FR0128_SP_SET: ROCK OUTCROP
 FR0128_STAMPING: F 340 1958
 FR0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0128+STABILITY: POSITION/ELEVATION WELL
 FR0128
 FR0128  HISTORY     - Date     Condition        Report By
 FR0128  HISTORY     - 1958     MONUMENTED       CGS
 FR0128  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0128  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0128
 FR0128                          STATION DESCRIPTION
 FR0128
 FR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0128'8.6 MI W FROM WILLIAMS.
 FR0128'ONE BLOCK NORTH OF THE POST OFFICE IN WILLIAMS, THENCE 9.0 MILES WEST
 FR0128'ALONG U.S. HIGHWAYS 66 AND 89, 45 FEET NORTH OF THE HIGHWAY, 18 FEET
 FR0128'SOUTHEAST OF TELEPHONE POLE NUMBER 12635 THAT HAS A SURVEY MARKER
 FR0128'WITNESS POST SIGN NAILED TO IT, SET IN A DRILL HOLE IN A ROCK OUTCROP
 FR0128'THAT PROJECTS 1 FOOT.
 FR0128
 FR0128                          STATION RECOVERY (1974)
 FR0128
 FR0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0128'MARK NOT FOUND.
 FR0128
 FR0128                          STATION RECOVERY (1982)
 FR0128
 FR0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0128'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0007 ***********************************************************************
 CH0007  DESIGNATION -  F 340
 CH0007  PID         -  CH0007
 CH0007  STATE/COUNTY-  AZ/PIMA
 CH0007  USGS QUAD   -  BAILEY PEAK (1988)
 CH0007
 CH0007                         *CURRENT SURVEY CONTROL
 CH0007  ___________________________________________________________________
 CH0007* NAD 83(1986)-  31 48 06.     (N)    112 26 17.     (W)     SCALED    
 CH0007* NAVD 88     -       523.28   (+/-2cm)    1716.8    (feet)  VERTCON   
 CH0007  ___________________________________________________________________
 CH0007  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 CH0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0007
 CH0007.The horizontal coordinates were scaled from a topographic map and have
 CH0007.an estimated accuracy of +/- 6 seconds.
 CH0007
 CH0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0007.The vertical order pertains to the NGVD 29 superseded value.
 CH0007
 CH0007.The geoid height was determined by GEOID03.
 CH0007
 CH0007;                    North         East    Units  Estimated Accuracy
 CH0007;SPC AZ C     -    89,000.      163,990.      MT  (+/- 180 meters Scaled)
 CH0007
 CH0007                          SUPERSEDED SURVEY CONTROL
 CH0007
 CH0007  NGVD 29 (??/??/92)  522.581  (m)         1714.50   (f) ADJ UNCH    2 0
 CH0007
 CH0007.Superseded values are not recommended for survey control.
 CH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0007.See file dsdata.txt to determine how the superseded data were derived.
 CH0007
 CH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA638193(NAD 83)
 CH0007_MARKER: DB = BENCH MARK DISK
 CH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0007_STAMPING: F 340 1961
 CH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0007+STABILITY: SURFACE MOTION
 CH0007
 CH0007  HISTORY     - Date     Condition        Report By
 CH0007  HISTORY     - 1961     MONUMENTED       CGS
 CH0007
 CH0007                          STATION DESCRIPTION
 CH0007
 CH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0007'8.75 MI E FROM MENAGERS.
 CH0007'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0007'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0007'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0007'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0007'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0007'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 5.75 MILES EAST
 CH0007'ALONG A TRAIL ROAD.  1.0 MILE EAST OF THE MORE WESTERLY OF TWO METAL
 CH0007'WINDMILLS, 0.3 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0007'WHICH PROJECTS 16 FEET AND IS NUMBERED 56, 27 FEET NORTH OF THE CENTER
 CH0007'LINE OF THE ROAD, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 CH0007'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0167 ***********************************************************************
 FR0167  DESIGNATION -  F 341
 FR0167  PID         -  FR0167
 FR0167  STATE/COUNTY-  AZ/COCONINO
 FR0167  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0167
 FR0167                         *CURRENT SURVEY CONTROL
 FR0167  ___________________________________________________________________
 FR0167* NAD 83(1986)-  35 15 36.     (N)    112 00 11.     (W)     SCALED    
 FR0167* NAVD 88     -      2165.608  (meters)    7105.00   (feet)  ADJUSTED  
 FR0167  ___________________________________________________________________
 FR0167  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FR0167  DYNAMIC HT  -        2162.514 (meters)    7094.85  (feet)  COMP
 FR0167  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 FR0167
 FR0167  VERT ORDER  -  FIRST     CLASS II
 FR0167
 FR0167.The horizontal coordinates were scaled from a topographic map and have
 FR0167.an estimated accuracy of +/- 6 seconds.
 FR0167
 FR0167.The orthometric height was determined by differential leveling
 FR0167.and adjusted in June 1991.
 FR0167
 FR0167.The geoid height was determined by GEOID03.
 FR0167
 FR0167.The dynamic height is computed by dividing the NAVD 88
 FR0167.geopotential number by the normal gravity value computed on the
 FR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0167.degrees latitude (g = 980.6199 gals.).
 FR0167
 FR0167.The modeled gravity was interpolated from observed gravity values.
 FR0167
 FR0167;                    North         East    Units  Estimated Accuracy
 FR0167;SPC AZ C     -   472,420.      205,500.      MT  (+/- 180 meters Scaled)
 FR0167
 FR0167                          SUPERSEDED SURVEY CONTROL
 FR0167
 FR0167  NGVD 29 (??/??/92) 2164.576  (m)         7101.61   (f) ADJ UNCH    1 2
 FR0167
 FR0167.Superseded values are not recommended for survey control.
 FR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0167.See file dsdata.txt to determine how the superseded data were derived.
 FR0167
 FR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE087023(NAD 83)
 FR0167_MARKER: DB = BENCH MARK DISK
 FR0167_SETTING: 80 = SET IN A BOULDER
 FR0167_SP_SET: BOULDER
 FR0167_STAMPING: F 341 1958
 FR0167_MARK LOGO: CGS   
 FR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0167+STABILITY: SURFACE MOTION
 FR0167
 FR0167  HISTORY     - Date     Condition        Report By
 FR0167  HISTORY     - 1958     MONUMENTED       CGS
 FR0167  HISTORY     - 1958     GOOD             NGS
 FR0167  HISTORY     - 1982     GOOD             NGS
 FR0167
 FR0167                          STATION DESCRIPTION
 FR0167
 FR0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FR0167'10.3 MI E FROM WILLIAMS.
 FR0167'10.3 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0167'WILLIAMS, 0.3 MILES WEST OF MILEPOST 194, 67 FEET EAST OF A
 FR0167'NORTH-SOUTH GRAVELED ROAD, 20 FEET SOUTH OF THE FENCE, 1 1/2 FOOT
 FR0167'NORTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER
 FR0167'THAT PROJECTS 6 INCHES.
 FR0167
 FR0167                          STATION RECOVERY (1982)
 FR0167
 FR0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0167'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0167'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FR0167'ALONG INTERSTATE HIGHWAY 40, THENCE 4.8 KM (3.0 MI) EAST ALONG PARKS
 FR0167'ROAD, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FOREST SERVICE
 FR0167'ROAD 76, IN TOP OF A 2 BY 2 FOOT BOULDER PROJECTING 6-INCHES ABOVE THE
 FR0167'GROUND, 20.4 METERS (67 FT) EAST OF THE CENTER OF A CATTLE GUARD, 24.3
 FR0167'METERS (80 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 6.0 METERS (20 FT)
 FR0167'SOUTH OF A FENCE, 7.6 METERS (25 FT) SOUTHEAST OF A 18-INCH PINE TREE.
 FR0167'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FR0167'THE MARK IS 1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0018 ***********************************************************************
 CH0018  DESIGNATION -  F 341
 CH0018  PID         -  CH0018
 CH0018  STATE/COUNTY-  AZ/PIMA
 CH0018  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0018
 CH0018                         *CURRENT SURVEY CONTROL
 CH0018  ___________________________________________________________________
 CH0018* NAD 83(1986)-  31 47 39.     (N)    112 18 04.     (W)     SCALED    
 CH0018* NAVD 88     -       539.24   (+/-2cm)    1769.2    (feet)  VERTCON   
 CH0018  ___________________________________________________________________
 CH0018  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 CH0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0018
 CH0018.The horizontal coordinates were scaled from a topographic map and have
 CH0018.an estimated accuracy of +/- 6 seconds.
 CH0018
 CH0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0018.The vertical order pertains to the NGVD 29 superseded value.
 CH0018
 CH0018.The geoid height was determined by GEOID03.
 CH0018
 CH0018;                    North         East    Units  Estimated Accuracy
 CH0018;SPC AZ C     -    88,110.      176,960.      MT  (+/- 180 meters Scaled)
 CH0018
 CH0018                          SUPERSEDED SURVEY CONTROL
 CH0018
 CH0018  NGVD 29 (??/??/92)  538.546  (m)         1766.88   (f) ADJ UNCH    2 0
 CH0018
 CH0018.Superseded values are not recommended for survey control.
 CH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0018.See file dsdata.txt to determine how the superseded data were derived.
 CH0018
 CH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA768183(NAD 83)
 CH0018_MARKER: DB = BENCH MARK DISK
 CH0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0018_STAMPING: F 341 1961
 CH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0018+STABILITY: SURFACE MOTION
 CH0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0018+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2007
 CH0018
 CH0018  HISTORY     - Date     Condition        Report By
 CH0018  HISTORY     - 1961     MONUMENTED       CGS
 CH0018  HISTORY     - 20020430 GOOD             INDIV
 CH0018  HISTORY     - 20070425 GOOD             TOHONO
 CH0018
 CH0018                          STATION DESCRIPTION
 CH0018
 CH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0018'0.45 MI N FROM PAPAGO FARMS.
 CH0018'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0018'PAPAGO FARMS, 1.15 MILES SOUTH-SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 CH0018'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 66, 0.55 MILE
 CH0018'WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 CH0018'AND IS NUMBERED 67, 0.3 MILE SOUTH OF A METAL WINDMILL AND A GROUP OF
 CH0018'ADOBE HUTS, 88 FEET NORTHEAST OF THE JUNCTION OF THE CENTER LINES OF
 CH0018'THE NORTH-SOUTH ROAD AND A GRADED DIRT ROAD LEADING EAST, 68 FEET EAST
 CH0018'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 53 FEET NORTH OF THE
 CH0018'CENTER LINE OF THE ROAD LEADING EAST, 20 FEET EAST OF A TELEPHONE
 CH0018'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET NORTH OF A METAL
 CH0018'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A CONCRETE
 CH0018'POST PROJECTING 6 INCHES.
 CH0018
 CH0018                          STATION RECOVERY (2002)
 CH0018
 CH0018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0018'RECOVERED IN GOOD CONDITION.
 CH0018
 CH0018                          STATION RECOVERY (2007)
 CH0018
 CH0018'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 CH0018'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0213 ***********************************************************************
 FQ0213  DESIGNATION -  F 342
 FQ0213  PID         -  FQ0213
 FQ0213  STATE/COUNTY-  AZ/COCONINO
 FQ0213  USGS QUAD   -  METEOR CRATER (1983)
 FQ0213
 FQ0213                         *CURRENT SURVEY CONTROL
 FQ0213  ___________________________________________________________________
 FQ0213* NAD 83(1986)-  35 07 01.     (N)    111 05 36.     (W)     SCALED    
 FQ0213* NAVD 88     -      1651.464  (meters)    5418.18   (feet)  ADJUSTED  
 FQ0213  ___________________________________________________________________
 FQ0213  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0213  DYNAMIC HT  -        1649.220 (meters)    5410.82  (feet)  COMP
 FQ0213  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 FQ0213
 FQ0213  VERT ORDER  -  SECOND    CLASS 0
 FQ0213
 FQ0213.The horizontal coordinates were scaled from a topographic map and have
 FQ0213.an estimated accuracy of +/- 6 seconds.
 FQ0213
 FQ0213.The orthometric height was determined by differential leveling
 FQ0213.and adjusted in June 1991.
 FQ0213
 FQ0213.The geoid height was determined by GEOID03.
 FQ0213
 FQ0213.The dynamic height is computed by dividing the NAVD 88
 FQ0213.geopotential number by the normal gravity value computed on the
 FQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0213.degrees latitude (g = 980.6199 gals.).
 FQ0213
 FQ0213.The modeled gravity was interpolated from observed gravity values.
 FQ0213
 FQ0213;                    North         East    Units  Estimated Accuracy
 FQ0213;SPC AZ C     -   456,860.      288,410.      MT  (+/- 180 meters Scaled)
 FQ0213
 FQ0213                          SUPERSEDED SURVEY CONTROL
 FQ0213
 FQ0213  NGVD 29 (??/??/92) 1650.582  (m)         5415.28   (f) ADJ UNCH    2 0
 FQ0213
 FQ0213.Superseded values are not recommended for survey control.
 FQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0213.See file dsdata.txt to determine how the superseded data were derived.
 FQ0213
 FQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD914860(NAD 83)
 FQ0213_MARKER: DB = BENCH MARK DISK
 FQ0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0213_SP_SET: CONCRETE BASE
 FQ0213_STAMPING: F 342 1958
 FQ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0213
 FQ0213  HISTORY     - Date     Condition        Report By
 FQ0213  HISTORY     - 1958     MONUMENTED       CGS
 FQ0213  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0213
 FQ0213                          STATION DESCRIPTION
 FQ0213
 FQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0213'24.0 MI W FROM WINSLOW.
 FQ0213'24.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0213'0.1 MILE EAST OF TWO GUNS SERVICE STATION, 161 FEET SOUTH OF THE
 FQ0213'FENCE, 105 FEET SOUTH OF A TELEPHONE POLE, 26 FEET NORTH OF A WITNESS
 FQ0213'POST, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE THAT WAS FOR THE
 FQ0213'GAS PUMPS OF AN OLD ABANDONED SERVICE STATION, IT IS 14 FEET BY 3 FEET
 FQ0213'AND PROJECTS 4 INCHES.
 FQ0213
 FQ0213                          STATION RECOVERY (1983)
 FQ0213
 FQ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0213'THE GAS PUMP BASE HAS BEEN DESTROYED AND THE MARK SHOULD BE CONSIDERED
 FQ0213'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0031 ***********************************************************************
 CH0031  DESIGNATION -  F 342
 CH0031  PID         -  CH0031
 CH0031  STATE/COUNTY-  AZ/PIMA
 CH0031  USGS QUAD   -  CHUKUT KUK (1988)
 CH0031
 CH0031                         *CURRENT SURVEY CONTROL
 CH0031  ___________________________________________________________________
 CH0031* NAD 83(1986)-  31 46 15.     (N)    112 06 28.     (W)     SCALED    
 CH0031* NAVD 88     -       615.60   (+/-2cm)    2019.7    (feet)  VERTCON   
 CH0031  ___________________________________________________________________
 CH0031  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0031
 CH0031.The horizontal coordinates were scaled from a topographic map and have
 CH0031.an estimated accuracy of +/- 6 seconds.
 CH0031
 CH0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0031.The vertical order pertains to the NGVD 29 superseded value.
 CH0031
 CH0031.The geoid height was determined by GEOID03.
 CH0031
 CH0031;                    North         East    Units  Estimated Accuracy
 CH0031;SPC AZ C     -    85,470.      195,260.      MT  (+/- 180 meters Scaled)
 CH0031
 CH0031                          SUPERSEDED SURVEY CONTROL
 CH0031
 CH0031  NGVD 29 (??/??/92)  614.906  (m)         2017.40   (f) ADJ UNCH    2 0
 CH0031
 CH0031.Superseded values are not recommended for survey control.
 CH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0031.See file dsdata.txt to determine how the superseded data were derived.
 CH0031
 CH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA951155(NAD 83)
 CH0031_MARKER: DB = BENCH MARK DISK
 CH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0031_STAMPING: F 342 1961
 CH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0031+STABILITY: SURFACE MOTION
 CH0031
 CH0031  HISTORY     - Date     Condition        Report By
 CH0031  HISTORY     - 1961     MONUMENTED       CGS
 CH0031
 CH0031                          STATION DESCRIPTION
 CH0031
 CH0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0031'7.8 MI SE FROM KOTS KUG.
 CH0031'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0031'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0031'EAST ALONG A GRADED DIRT ROAD.  THENCE 4.95 MILES SOUTHEAST ALONG A
 CH0031'TRAIL ROAD, 3.6 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0031'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 69, 0.45 MILE NORTHWEST OF
 CH0031'AN ADOBE HOUSE AND GROUP OF MESQUITE TREES AROUND A DIRT TANK, 10 FEET
 CH0031'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 CH0031'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CH0031'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0163 ***********************************************************************
 DV0163  DESIGNATION -  F 343
 DV0163  PID         -  DV0163
 DV0163  STATE/COUNTY-  AZ/MARICOPA
 DV0163  USGS QUAD   -  NEW RIVER (1981)
 DV0163
 DV0163                         *CURRENT SURVEY CONTROL
 DV0163  ___________________________________________________________________
 DV0163* NAD 83(2007)-  33 58 49.14917(N)    112 08 00.65893(W)     ADJUSTED  
 DV0163* NAVD 88     -       658.87   (+/-2cm)    2161.6    (feet)  VERTCON   
 DV0163  ___________________________________________________________________
 DV0163  EPOCH DATE  -        2007.00
 DV0163  X           -  -1,994,977.561 (meters)                     COMP
 DV0163  Y           -  -4,904,804.361 (meters)                     COMP
 DV0163  Z           -   3,544,988.890 (meters)                     COMP
 DV0163  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 DV0163  ELLIP HEIGHT-         630.435 (meters)          (02/10/07) ADJUSTED
 DV0163  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DV0163
 DV0163  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0163  Type    PID    Designation                      North   East  Ellip
 DV0163  -------------------------------------------------------------------
 DV0163  NETWORK DV0163 F 343                             0.65   0.49   1.08
 DV0163  -------------------------------------------------------------------
 DV0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0163
 DV0163.The horizontal coordinates were established by GPS observations
 DV0163.and adjusted by the National Geodetic Survey in February 2007.
 DV0163
 DV0163.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0163.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0163.The horizontal coordinates are valid at the epoch date displayed above.
 DV0163.The epoch date for horizontal control is a decimal equivalence
 DV0163.of Year/Month/Day.
 DV0163
 DV0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0163.The vertical order pertains to the NGVD 29 superseded value.
 DV0163
 DV0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0163
 DV0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0163
 DV0163.The ellipsoidal height was determined by GPS observations
 DV0163.and is referenced to NAD 83.
 DV0163
 DV0163.The geoid height was determined by GEOID03.
 DV0163
 DV0163;                    North         East     Units Scale Factor Converg.
 DV0163;SPC AZ C     -   330,492.224   193,323.753   MT  0.99990495   -0 07 16.3
 DV0163;SPC AZ C     - 1,084,292.07    634,264.28   iFT  0.99990495   -0 07 16.3
 DV0163;UTM  12      - 3,760,552.730   395,295.501   MT  0.99973514   -0 38 00.9
 DV0163
 DV0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0163!SPC AZ C     -   0.99990104  x   0.99990495  =   0.99980600
 DV0163!UTM  12      -   0.99990104  x   0.99973514  =   0.99963621
 DV0163
 DV0163                          SUPERSEDED SURVEY CONTROL
 DV0163
 DV0163  ELLIP H (06/11/02)  630.452  (m)                       GP(       ) 3 2
 DV0163  NAD 83(1992)-  33 58 49.14859(N)    112 08 00.65906(W) AD(       ) 1
 DV0163  NGVD 29 (??/??/92)  658.255  (m)         2159.62   (f) ADJ UNCH    2 0
 DV0163
 DV0163.Superseded values are not recommended for survey control.
 DV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0163.See file dsdata.txt to determine how the superseded data were derived.
 DV0163
 DV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9529660553(NAD 83)
 DV0163_MARKER: DB = BENCH MARK DISK
 DV0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0163_STAMPING: F 343 1958
 DV0163_MARK LOGO: CGS   
 DV0163_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0163+STABILITY: SURFACE MOTION
 DV0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0163+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2009
 DV0163
 DV0163  HISTORY     - Date     Condition        Report By
 DV0163  HISTORY     - 1958     MONUMENTED       CGS
 DV0163  HISTORY     - 1959     GOOD             NGS
 DV0163  HISTORY     - 19970124 GOOD             ATEAM
 DV0163  HISTORY     - 20090109 GOOD             GEOCAC
 DV0163
 DV0163                          STATION DESCRIPTION
 DV0163
 DV0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0163'6.5 MI S FROM BLACK CANYON.
 DV0163'6.5 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0163'CANYON, 90 FEET SOUTHEAST OF MILEPOST NUMBER 237, 98 FEET EAST OF THE
 DV0163'CENTER OF THE HIGHWAY 4 FEET WEST OF THE FENCE, 3 FEET NORTH OF THE
 DV0163'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DV0163'PROJECTS 4 INCHES.
 DV0163
 DV0163                          STATION RECOVERY (1997)
 DV0163
 DV0163'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV0163'RECOVERED AS DESCRIBED BY NGS OF 1959.
 DV0163
 DV0163                          STATION RECOVERY (2009)
 DV0163
 DV0163'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DV0163'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0163'THE DESCRIPTION - THE MARK IS LOCATED EAST OF THE SOUTHBOUND LANES
 DV0163'LOCATED IN THE MEDIAN AND THERE IS NO FENCE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0908 ***********************************************************************
 DA0908  DESIGNATION -  F 344
 DA0908  PID         -  DA0908
 DA0908  STATE/COUNTY-  AZ/PIMA
 DA0908  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0908
 DA0908                         *CURRENT SURVEY CONTROL
 DA0908  ___________________________________________________________________
 DA0908* NAD 83(1986)-  32 04 55.     (N)    113 15 11.     (W)     SCALED    
 DA0908* NAVD 88     -       338.00   (+/-2cm)    1108.9    (feet)  VERTCON   
 DA0908  ___________________________________________________________________
 DA0908  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DA0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0908
 DA0908.The horizontal coordinates were scaled from a topographic map and have
 DA0908.an estimated accuracy of +/- 6 seconds.
 DA0908
 DA0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0908.The vertical order pertains to the NGVD 29 superseded value.
 DA0908
 DA0908.The geoid height was determined by GEOID03.
 DA0908
 DA0908;                    North         East    Units  Estimated Accuracy
 DA0908;SPC AZ C     -   120,730.       87,200.      MT  (+/- 180 meters Scaled)
 DA0908
 DA0908                          SUPERSEDED SURVEY CONTROL
 DA0908
 DA0908  NGVD 29 (??/??/92)  337.311  (m)         1106.66   (f) ADJ UNCH    2 0
 DA0908
 DA0908.Superseded values are not recommended for survey control.
 DA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0908.See file dsdata.txt to determine how the superseded data were derived.
 DA0908
 DA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA873517(NAD 83)
 DA0908_MARKER: DB = BENCH MARK DISK
 DA0908_SETTING: 66 = SET IN ROCK OUTCROP
 DA0908_SP_SET: ROCK OUTCROP
 DA0908_STAMPING: F 344 1961
 DA0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0908+STABILITY: POSITION/ELEVATION WELL
 DA0908
 DA0908  HISTORY     - Date     Condition        Report By
 DA0908  HISTORY     - 1961     MONUMENTED       CGS
 DA0908  HISTORY     - 1962     GOOD             NGS
 DA0908  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0908
 DA0908                          STATION DESCRIPTION
 DA0908
 DA0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0908'39.8 MI SW FROM AJO.
 DA0908'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0908'RAILROAD FROM THE STATION AT AJO,.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0908'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0908'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0908'HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST ALONG A TRAIL
 DA0908'ROAD.  THENCE 5.9 MILES SOUTHWEST ALONG A DIM TRAIL ROAD, 1.4 MILES
 DA0908'GENERAL EASTERLY DIRECTION OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0908'WHICH PROJECTS 16 FEET AND IS NUMBERED 32, AT THE CREST OF A ROCKY
 DA0908'PASS, 38 FEET NORTH OF THE CENTER LINE OF A VERY DIM ROCKY TRAIL.
 DA0908'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, EAST OF THE CENTER
 DA0908'LINE OF A VERY DIM TRAIL SKIRTING THE NORTHEAST SIDE OF A ROCKY HILL,
 DA0908'SET IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS 2 FEET ABOVE THE
 DA0908'GROUND.
 DA0908
 DA0908                          STATION RECOVERY (1988)
 DA0908
 DA0908'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0603 ***********************************************************************
 ES0603  DESIGNATION -  F 344
 ES0603  PID         -  ES0603
 ES0603  STATE/COUNTY-  AZ/YAVAPAI
 ES0603  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0603
 ES0603                         *CURRENT SURVEY CONTROL
 ES0603  ___________________________________________________________________
 ES0603* NAD 83(1986)-  34 31 36.     (N)    111 59 02.     (W)     SCALED    
 ES0603* NAVD 88     -      1398.42   (+/-2cm)    4588.0    (feet)  VERTCON   
 ES0603  ___________________________________________________________________
 ES0603  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ES0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0603
 ES0603.The horizontal coordinates were scaled from a topographic map and have
 ES0603.an estimated accuracy of +/- 6 seconds.
 ES0603
 ES0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0603.The vertical order pertains to the NGVD 29 superseded value.
 ES0603
 ES0603.The geoid height was determined by GEOID03.
 ES0603
 ES0603;                    North         East    Units  Estimated Accuracy
 ES0603;SPC AZ C     -   391,070.      207,190.      MT  (+/- 180 meters Scaled)
 ES0603
 ES0603                          SUPERSEDED SURVEY CONTROL
 ES0603
 ES0603  NGVD 29 (??/??/92) 1397.599  (m)         4585.29   (f) ADJ UNCH    2 0
 ES0603
 ES0603.Superseded values are not recommended for survey control.
 ES0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0603.See file dsdata.txt to determine how the superseded data were derived.
 ES0603
 ES0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD097209(NAD 83)
 ES0603_MARKER: DB = BENCH MARK DISK
 ES0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0603_STAMPING: F 344 1959
 ES0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0603+STABILITY: SURFACE MOTION
 ES0603
 ES0603  HISTORY     - Date     Condition        Report By
 ES0603  HISTORY     - 1959     MONUMENTED       CGS
 ES0603
 ES0603                          STATION DESCRIPTION
 ES0603
 ES0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0603'9.0 MI SW FROM CAMP VERDE.
 ES0603'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0603'OFFICE IN CAMP VERDE, THENCE 6.1 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0603'0.4 MILE NORTH OF MILEPOST 279, 99 FEET WEST OF THE CENTER OF THE
 ES0603'HIGHWAY, 1 FOOT EAST OF THE FENCE, 2 FEET SOUTH OF THE WITNESS POST,
 ES0603'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0883 ***********************************************************************
 DA0883  DESIGNATION -  F 345
 DA0883  PID         -  DA0883
 DA0883  STATE/COUNTY-  AZ/PIMA
 DA0883  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0883
 DA0883                         *CURRENT SURVEY CONTROL
 DA0883  ___________________________________________________________________
 DA0883* NAD 83(1986)-  32 12 47.     (N)    113 06 50.     (W)     SCALED    
 DA0883* NAVD 88     -       310.40   (+/-2cm)    1018.4    (feet)  VERTCON   
 DA0883  ___________________________________________________________________
 DA0883  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DA0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0883
 DA0883.The horizontal coordinates were scaled from a topographic map and have
 DA0883.an estimated accuracy of +/- 6 seconds.
 DA0883
 DA0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0883.The vertical order pertains to the NGVD 29 superseded value.
 DA0883
 DA0883.The geoid height was determined by GEOID03.
 DA0883
 DA0883;                    North         East    Units  Estimated Accuracy
 DA0883;SPC AZ C     -   135,120.      100,500.      MT  (+/- 180 meters Scaled)
 DA0883
 DA0883                          SUPERSEDED SURVEY CONTROL
 DA0883
 DA0883  NGVD 29 (??/??/92)  309.720  (m)         1016.14   (f) ADJ UNCH    2 0
 DA0883
 DA0883.Superseded values are not recommended for survey control.
 DA0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0883.See file dsdata.txt to determine how the superseded data were derived.
 DA0883
 DA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA007660(NAD 83)
 DA0883_MARKER: DB = BENCH MARK DISK
 DA0883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0883_SP_SET: 24 FT.
 DA0883_STAMPING: F 345 1961
 DA0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0883
 DA0883  HISTORY     - Date     Condition        Report By
 DA0883  HISTORY     - 1961     MONUMENTED       CGS
 DA0883  HISTORY     - 1962     GOOD             NGS
 DA0883
 DA0883                          STATION DESCRIPTION
 DA0883
 DA0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0883'31.15 MI SW FROM AJO.
 DA0883'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0883'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0883'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0883'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0883'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0883'ALONG A TRAIL ROAD.  THENCE 7.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0883'1.5 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0883'PROJECTS 16 FEET AND IS NUMBERED 47, 2.0 MILES NORTHWEST OF A BOUNDARY
 DA0883'FENCE CORNER OF THE CABEZA PRIETA GAME REFUGE, 50 FEET SOUTHWEST OF
 DA0883'THE CENTER LINE OF THE TRAIL ROAD, 1.3 FEET SOUTHWEST OF A METAL
 DA0883'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, CLAMPED ON THE
 DA0883'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24
 DA0883'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0346 ***********************************************************************
 FQ0346  DESIGNATION -  F 345
 FQ0346  PID         -  FQ0346
 FQ0346  STATE/COUNTY-  AZ/COCONINO
 FQ0346  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0346
 FQ0346                         *CURRENT SURVEY CONTROL
 FQ0346  ___________________________________________________________________
 FQ0346* NAD 83(1986)-  35 01 07.     (N)    111 41 05.     (W)     SCALED    
 FQ0346* NAVD 88     -      2054.601  (meters)    6740.80   (feet)  ADJUSTED  
 FQ0346  ___________________________________________________________________
 FQ0346  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0346  DYNAMIC HT  -        2051.689 (meters)    6731.25  (feet)  COMP
 FQ0346  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 FQ0346
 FQ0346  VERT ORDER  -  SECOND    CLASS 0
 FQ0346
 FQ0346.The horizontal coordinates were scaled from a topographic map and have
 FQ0346.an estimated accuracy of +/- 6 seconds.
 FQ0346
 FQ0346.The orthometric height was determined by differential leveling
 FQ0346.and adjusted in June 1991.
 FQ0346
 FQ0346.The geoid height was determined by GEOID03.
 FQ0346
 FQ0346.The dynamic height is computed by dividing the NAVD 88
 FQ0346.geopotential number by the normal gravity value computed on the
 FQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0346.degrees latitude (g = 980.6199 gals.).
 FQ0346
 FQ0346.The modeled gravity was interpolated from observed gravity values.
 FQ0346
 FQ0346;                    North         East    Units  Estimated Accuracy
 FQ0346;SPC AZ C     -   445,660.      234,530.      MT  (+/- 180 meters Scaled)
 FQ0346
 FQ0346                          SUPERSEDED SURVEY CONTROL
 FQ0346
 FQ0346  NGVD 29 (??/??/92) 2053.608  (m)         6737.55   (f) ADJ UNCH    2 0
 FQ0346
 FQ0346.Superseded values are not recommended for survey control.
 FQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0346.See file dsdata.txt to determine how the superseded data were derived.
 FQ0346
 FQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD375753(NAD 83)
 FQ0346_MARKER: DB = BENCH MARK DISK
 FQ0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0346_SP_SET: ABUTMENT
 FQ0346_STAMPING: F 345 1959
 FQ0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0346
 FQ0346  HISTORY     - Date     Condition        Report By
 FQ0346  HISTORY     - 1959     MONUMENTED       CGS
 FQ0346
 FQ0346                          STATION DESCRIPTION
 FQ0346
 FQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0346'12.0 MI S FROM FLAGSTAFF.
 FQ0346'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0346'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0346'THENCE 11.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 21 FEET EAST OF
 FQ0346'THE CENTER OF THE SOUTH-BOUND LANE, 1 FOOT EAST OF THE EAST HEADWALL,
 FQ0346'CEMENTED IN THE NORTH ABUTMENT OF A LARGE CONCRETE BRIDGE THAT IS A
 FQ0346'OVERPASS FOR A ROAD LEADING TO A RANCH HOUSE, 7 INCHES SOUTH OF THE
 FQ0346'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1013 ***********************************************************************
 DA1013  DESIGNATION -  F 346
 DA1013  PID         -  DA1013
 DA1013  STATE/COUNTY-  AZ/YUMA
 DA1013  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1013
 DA1013                         *CURRENT SURVEY CONTROL
 DA1013  ___________________________________________________________________
 DA1013* NAD 83(1986)-  32 05 34.     (N)    113 30 16.     (W)     SCALED    
 DA1013* NAVD 88     -       242.16   (+/-2cm)     794.5    (feet)  VERTCON   
 DA1013  ___________________________________________________________________
 DA1013  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DA1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1013
 DA1013.The horizontal coordinates were scaled from a topographic map and have
 DA1013.an estimated accuracy of +/- 6 seconds.
 DA1013
 DA1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1013.The vertical order pertains to the NGVD 29 superseded value.
 DA1013
 DA1013.The geoid height was determined by GEOID03.
 DA1013
 DA1013;                    North         East    Units  Estimated Accuracy
 DA1013;SPC AZ W     -   121,180.      236,540.      MT  (+/- 180 meters Scaled)
 DA1013
 DA1013                          SUPERSEDED SURVEY CONTROL
 DA1013
 DA1013  NGVD 29 (??/??/92)  241.480  (m)          792.26   (f) ADJ UNCH    2 0
 DA1013
 DA1013.Superseded values are not recommended for survey control.
 DA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1013.See file dsdata.txt to determine how the superseded data were derived.
 DA1013
 DA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA636534(NAD 83)
 DA1013_MARKER: DB = BENCH MARK DISK
 DA1013_SETTING: 66 = SET IN ROCK OUTCROP
 DA1013_SP_SET: LAVA ROCK
 DA1013_STAMPING: F 346 1961
 DA1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1013+STABILITY: POSITION/ELEVATION WELL
 DA1013
 DA1013  HISTORY     - Date     Condition        Report By
 DA1013  HISTORY     - 1961     MONUMENTED       CGS
 DA1013  HISTORY     - 1962     GOOD             NGS
 DA1013
 DA1013                          STATION DESCRIPTION
 DA1013
 DA1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1013'18.7 MI SE FROM TULE WELL.
 DA1013'ABOUT 18.7 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1013'COMMISSION SHELTER AT TULE WELL.  6.5 MILES SOUTHEAST OF A 4X4-INCH
 DA1013'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1013'0.6 MILE EAST OF BORDER MONUMENT 181, SET IN THE TOP OF A FLAT LAVA
 DA1013'ROCK WHICH IS FLUSH WITH THE GROUND, 20 FEET SOUTH OF THE CENTER LINE
 DA1013'OF THE ROAD, 120 FEET NORTH OF THE UNITED STATES-MEXICO BORDER FENCE,
 DA1013'108 FEET NORTH OF THE CENTER LINE OF ANOTHER TRAIL ROAD, 1 1/2 FEET
 DA1013'NORTH OF A CAIRN, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1001 ***********************************************************************
 DA1001  DESIGNATION -  F 347
 DA1001  PID         -  DA1001
 DA1001  STATE/COUNTY-  AZ/YUMA
 DA1001  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1001
 DA1001                         *CURRENT SURVEY CONTROL
 DA1001  ___________________________________________________________________
 DA1001* NAD 83(1986)-  32 09 08.     (N)    113 40 30.     (W)     SCALED    
 DA1001* NAVD 88     -       324.81   (+/-2cm)    1065.6    (feet)  VERTCON   
 DA1001  ___________________________________________________________________
 DA1001  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DA1001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1001
 DA1001.The horizontal coordinates were scaled from a topographic map and have
 DA1001.an estimated accuracy of +/- 6 seconds.
 DA1001
 DA1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1001.The vertical order pertains to the NGVD 29 superseded value.
 DA1001
 DA1001.The geoid height was determined by GEOID03.
 DA1001
 DA1001;                    North         East    Units  Estimated Accuracy
 DA1001;SPC AZ W     -   127,750.      220,440.      MT  (+/- 180 meters Scaled)
 DA1001
 DA1001                          SUPERSEDED SURVEY CONTROL
 DA1001
 DA1001  NGVD 29 (??/??/92)  324.120  (m)         1063.38   (f) ADJ UNCH    2 0
 DA1001
 DA1001.Superseded values are not recommended for survey control.
 DA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1001.See file dsdata.txt to determine how the superseded data were derived.
 DA1001
 DA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA477604(NAD 83)
 DA1001_MARKER: DB = BENCH MARK DISK
 DA1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1001_STAMPING: F 347 1961
 DA1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1001+STABILITY: SURFACE MOTION
 DA1001
 DA1001  HISTORY     - Date     Condition        Report By
 DA1001  HISTORY     - 1961     MONUMENTED       CGS
 DA1001  HISTORY     - 1962     GOOD             NGS
 DA1001
 DA1001                          STATION DESCRIPTION
 DA1001
 DA1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1001'7.05 MI SE FROM TULE WELL.
 DA1001'ABOUT 7.05 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1001'COMMISSION SHELTER AT TULE WELL.  5.2 MILES NORTHWEST OF A 4X4-INCH
 DA1001'WHITE WOODEN REFERENCE POST WHICH  PROJECTS 16 FEET AND IS NUMBERED
 DA1001'29, 1.1 MILES NORTHWEST OF A CURVE IN THE ROAD, 18 FEET SOUTHWEST OF
 DA1001'THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 DA1001'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1001'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0219 ***********************************************************************
 FP0219  DESIGNATION -  F 347
 FP0219  PID         -  FP0219
 FP0219  STATE/COUNTY-  AZ/APACHE
 FP0219  USGS QUAD   -  SANDERS (1971)
 FP0219
 FP0219                         *CURRENT SURVEY CONTROL
 FP0219  ___________________________________________________________________
 FP0219* NAD 83(1986)-  35 12 53.     (N)    109 19 57.     (W)     SCALED    
 FP0219* NAVD 88     -      1788.492  (meters)    5867.74   (feet)  ADJUSTED  
 FP0219  ___________________________________________________________________
 FP0219  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 FP0219  DYNAMIC HT  -        1786.012 (meters)    5859.61  (feet)  COMP
 FP0219  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 FP0219
 FP0219  VERT ORDER  -  FIRST     CLASS II
 FP0219
 FP0219.The horizontal coordinates were scaled from a topographic map and have
 FP0219.an estimated accuracy of +/- 6 seconds.
 FP0219
 FP0219.The orthometric height was determined by differential leveling
 FP0219.and adjusted in June 1991.
 FP0219.WARNING-Repeat measurements at this control monument indicate possible
 FP0219.vertical movement.
 FP0219
 FP0219.The geoid height was determined by GEOID03.
 FP0219
 FP0219.The dynamic height is computed by dividing the NAVD 88
 FP0219.geopotential number by the normal gravity value computed on the
 FP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0219.degrees latitude (g = 980.6199 gals.).
 FP0219
 FP0219.The modeled gravity was interpolated from observed gravity values.
 FP0219
 FP0219;                    North         East    Units  Estimated Accuracy
 FP0219;SPC AZ E     -   467,710.      289,300.      MT  (+/- 180 meters Scaled)
 FP0219
 FP0219                          SUPERSEDED SURVEY CONTROL
 FP0219
 FP0219  NGVD 29 (??/??/92) 1787.580  (m)         5864.75   (f) ADJ UNCH    1 2
 FP0219
 FP0219.Superseded values are not recommended for survey control.
 FP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0219.See file dsdata.txt to determine how the superseded data were derived.
 FP0219
 FP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD517981(NAD 83)
 FP0219_MARKER: DB = BENCH MARK DISK
 FP0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0219_SP_SET: ABUTMENT
 FP0219_STAMPING: F 347
 FP0219_MARK LOGO: CGS   
 FP0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0219
 FP0219  HISTORY     - Date     Condition        Report By
 FP0219  HISTORY     - UNK      MONUMENTED       CGS
 FP0219  HISTORY     - 1959     GOOD             NGS
 FP0219  HISTORY     - 1983     GOOD             NGS
 FP0219
 FP0219                          STATION DESCRIPTION
 FP0219
 FP0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FP0219'0.1 MI SE FROM SANDERS.
 FP0219'ABOUT 0.1 MILE SOUTHEAST OF THE POST OFFICE AT SANDERS, 13 FEET EAST
 FP0219'OF THE CENTER OF U.S. HIGHWAY 666, CEMENTED IN A DRILL HOLE 1.5 FEET
 FP0219'SOUTH OF THE NORTH END OF THE NORTHWEST ABUTMENT OF THE OVERPASS OVER
 FP0219'THE RAILROAD TRACKS.
 FP0219
 FP0219                          STATION RECOVERY (1983)
 FP0219
 FP0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0219'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN SANDERS, AT
 FP0219'THE INTERSECTION OF U. S. HIGHWAY 666 AND THE SANTA FE RAILROAD, IN
 FP0219'TOP OF THE NORTH END OF THE WEST CURB OF THE HIGHWAY OVERPASS OF THE
 FP0219'RAILROAD, 3.4 METERS (11.2 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FP0219'HIGHWAY AND 0.5 METER (1.6 FT) SOUTH OF THE NORTH END OF THE CURB.
 FP0219'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0015 ***********************************************************************
 DB0015  DESIGNATION -  F 348
 DB0015  PID         -  DB0015
 DB0015  STATE/COUNTY-  AZ/YUMA
 DB0015  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0015
 DB0015                         *CURRENT SURVEY CONTROL
 DB0015  ___________________________________________________________________
 DB0015* NAD 83(1986)-  32 19 49.     (N)    114 06 31.     (W)     SCALED    
 DB0015* NAVD 88     -       300.95   (+/-2cm)     987.4    (feet)  VERTCON   
 DB0015  ___________________________________________________________________
 DB0015  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0015
 DB0015.The horizontal coordinates were scaled from a topographic map and have
 DB0015.an estimated accuracy of +/- 6 seconds.
 DB0015
 DB0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0015.The vertical order pertains to the NGVD 29 superseded value.
 DB0015
 DB0015.The geoid height was determined by GEOID03.
 DB0015
 DB0015;                    North         East    Units  Estimated Accuracy
 DB0015;SPC AZ W     -   147,550.      179,600.      MT  (+/- 180 meters Scaled)
 DB0015
 DB0015                          SUPERSEDED SURVEY CONTROL
 DB0015
 DB0015  NGVD 29 (??/??/??)  300.260  (m)          985.10   (f) ADJUSTED    2 0
 DB0015
 DB0015.Superseded values are not recommended for survey control.
 DB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0015.See file dsdata.txt to determine how the superseded data were derived.
 DB0015
 DB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR721807(NAD 83)
 DB0015_MARKER: DB = BENCH MARK DISK
 DB0015_SETTING: 66 = SET IN ROCK OUTCROP
 DB0015_SP_SET: ROCK OUTCROP
 DB0015_STAMPING: F 348 1962
 DB0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0015+STABILITY: POSITION/ELEVATION WELL
 DB0015
 DB0015  HISTORY     - Date     Condition        Report By
 DB0015  HISTORY     - 1962     MONUMENTED       CGS
 DB0015
 DB0015                          STATION DESCRIPTION
 DB0015
 DB0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0015'40 MI SSW FROM LIGURTA.
 DB0015'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0015'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH-SOUTHEAST
 DB0015'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0015'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0015'A WASH, THENCE 20.95 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.45
 DB0015'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0015'PROJECTS 16 FEET AND IS NUMBERED 14, ABOUT 0.4 MILE NORTHEAST
 DB0015'OF THE NORTHWEST END OF A LONE RANGE OF SMALL MOUNTAINS WHICH
 DB0015'ARE ON THE SOUTHWEST SIDE OF THE TRAIL ROAD, 89 FEET NORTHEAST
 DB0015'OF THE CENTER LINE OF THE TRAIL ROAD, 36 FEET NORTHEAST OF A
 DB0015'METAL WITNESS POST, AT THE SOUTHWEST END OF A SHARP ROCKY
 DB0015'PROJECTION OF THE TINAJAS MOUNTAINS, ABOUT 4 FEET ABOVE THE LEVEL
 DB0015'OF THE TRAIL ROAD, AND SET IN THE TOP OF A ROCK OUTCROP
 DB0015'PROJECTING 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0943 ***********************************************************************
 DA0943  DESIGNATION -  F 349
 DA0943  PID         -  DA0943
 DA0943  STATE/COUNTY-  AZ/YUMA
 DA0943  USGS QUAD   -  COYOTE WATER (1990)
 DA0943
 DA0943                         *CURRENT SURVEY CONTROL
 DA0943  ___________________________________________________________________
 DA0943* NAD 83(1986)-  32 20 52.     (N)    113 54 56.     (W)     SCALED    
 DA0943* NAVD 88     -       359.03   (+/-2cm)    1177.9    (feet)  VERTCON   
 DA0943  ___________________________________________________________________
 DA0943  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DA0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0943
 DA0943.The horizontal coordinates were scaled from a topographic map and have
 DA0943.an estimated accuracy of +/- 6 seconds.
 DA0943
 DA0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0943.The vertical order pertains to the NGVD 29 superseded value.
 DA0943
 DA0943.The geoid height was determined by GEOID03.
 DA0943
 DA0943;                    North         East    Units  Estimated Accuracy
 DA0943;SPC AZ W     -   149,450.      197,780.      MT  (+/- 180 meters Scaled)
 DA0943
 DA0943                          SUPERSEDED SURVEY CONTROL
 DA0943
 DA0943  NGVD 29 (??/??/92)  358.326  (m)         1175.61   (f) ADJ UNCH    2 0
 DA0943
 DA0943.Superseded values are not recommended for survey control.
 DA0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0943.See file dsdata.txt to determine how the superseded data were derived.
 DA0943
 DA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA256827(NAD 83)
 DA0943_MARKER: DB = BENCH MARK DISK
 DA0943_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0943_SP_SET: 7 FT
 DA0943_STAMPING: F 349 1961
 DA0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0943
 DA0943  HISTORY     - Date     Condition        Report By
 DA0943  HISTORY     - 1961     MONUMENTED       CGS
 DA0943  HISTORY     - 1962     GOOD             NGS
 DA0943
 DA0943                          STATION DESCRIPTION
 DA0943
 DA0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0943'16.45 MI NW FROM TULE WELL.
 DA0943'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0943'COMMISSION SHELTER AT TULE WELL.  THENCE 13.15 MILES NORTHWEST ALONG A
 DA0943'DIM TRAIL ROAD, 0.8 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0943'POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 0.75 MILE EAST OF THE
 DA0943'JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING SOUTHEAST, ABOUT
 DA0943'0.3 MILE SOUTH OF THE BASE OF A MOUNTAIN, 43 FEET SOUTH OF THE CENTER
 DA0943'LINE OF THE TRAIL ROAD, 2.8 FEET SOUTH OF A METAL WITNESS POST, AND
 DA0943'CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 7 FEET
 DA0943'AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0149 ***********************************************************************
 DA0149  DESIGNATION -  F 349
 DA0149  PID         -  DA0149
 DA0149  STATE/COUNTY-  AZ/PINAL
 DA0149  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0149
 DA0149                         *CURRENT SURVEY CONTROL
 DA0149  ___________________________________________________________________
 DA0149* NAD 83(1986)-  32 49 51.     (N)    112 02 57.     (W)     SCALED    
 DA0149* NAVD 88     -       468.60   (+/-2cm)    1537.4    (feet)  VERTCON   
 DA0149  ___________________________________________________________________
 DA0149  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DA0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0149
 DA0149.The horizontal coordinates were scaled from a topographic map and have
 DA0149.an estimated accuracy of +/- 6 seconds.
 DA0149
 DA0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0149.The vertical order pertains to the NGVD 29 superseded value.
 DA0149
 DA0149.The geoid height was determined by GEOID03.
 DA0149
 DA0149;                    North         East    Units  Estimated Accuracy
 DA0149;SPC AZ C     -   203,000.      200,960.      MT  (+/- 180 meters Scaled)
 DA0149
 DA0149                          SUPERSEDED SURVEY CONTROL
 DA0149
 DA0149  NGVD 29 (??/??/92)  467.987  (m)         1535.39   (f) ADJ UNCH    2 0
 DA0149
 DA0149.Superseded values are not recommended for survey control.
 DA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0149.See file dsdata.txt to determine how the superseded data were derived.
 DA0149
 DA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB018330(NAD 83)
 DA0149_MARKER: DB = BENCH MARK DISK
 DA0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0149_SP_SET: STOVEPIPE
 DA0149_STAMPING: F 349 1960
 DA0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0149
 DA0149  HISTORY     - Date     Condition        Report By
 DA0149  HISTORY     - 1960     MONUMENTED       CGS
 DA0149  HISTORY     - 1977     GOOD             USGS
 DA0149
 DA0149                          STATION DESCRIPTION
 DA0149
 DA0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0149'7.9 MI SW FROM STANFIELD.
 DA0149'1.4 MILES WEST OF THE POST OFFICE AT STANFIELD, THENCE 3.5 MILES SOUTH
 DA0149'ALONG TRACK ROAD, THENCE 3.0 MILES WEST ALONG NEW HIGHWAY, 165 FEET
 DA0149'SOUTH OF CENTER LINE STAKE 2093, 40 FEET WEST OF A SMALL WASH, 2 FEET
 DA0149'EAST OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 DA0149'PROJECTING 6 INCHES.
 DA0149
 DA0149                          STATION RECOVERY (1977)
 DA0149
 DA0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0149'JUNCTION OF INTERSTATE HWY. 8 AND STANFIELD RD. AND OVERPASS BRIDGE,
 DA0149'5.1 MI W. OF ALONG INTERSTATE 8. 85 FT W. OF THE W. END OF A CONCRETE
 DA0149'BOX CULVERT UNDER THE E. BOUND LANE, 58 FT S. OF THE CENTERLINE OF
 DA0149'THE E. BOUND LANE, ABOUT 4 FT LOWER THAN THE FREEWAY SURFACE AND 2 FT
 DA0149'E. OF A WITNESS POST. NGS DISK IN CONCRETE POST. STAMPED F 349 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0293 ***********************************************************************
 ER0293  DESIGNATION -  F 35
 ER0293  PID         -  ER0293
 ER0293  STATE/COUNTY-  AZ/NAVAJO
 ER0293  USGS QUAD   -  PADILLA TANK (1982)
 ER0293
 ER0293                         *CURRENT SURVEY CONTROL
 ER0293  ___________________________________________________________________
 ER0293* NAD 83(1992)-  34 51 26.28488(N)    109 59 45.07349(W)     ADJUSTED  
 ER0293* NAVD 88     -      1656.999  (meters)    5436.34   (feet)  ADJUSTED  
 ER0293  ___________________________________________________________________
 ER0293  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 ER0293  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ER0293  DYNAMIC HT  -        1654.697 (meters)    5428.79  (feet)  COMP
 ER0293  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 ER0293
 ER0293  HORZ ORDER  -  SECOND
 ER0293  VERT ORDER  -  SECOND    CLASS 0
 ER0293
 ER0293.The horizontal coordinates were established by classical geodetic methods
 ER0293.and adjusted by the National Geodetic Survey in August 1993.
 ER0293
 ER0293.The orthometric height was determined by differential leveling
 ER0293.and adjusted in June 1991.
 ER0293
 ER0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0293
 ER0293.The geoid height was determined by GEOID03.
 ER0293
 ER0293.The dynamic height is computed by dividing the NAVD 88
 ER0293.geopotential number by the normal gravity value computed on the
 ER0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0293.degrees latitude (g = 980.6199 gals.).
 ER0293
 ER0293.The modeled gravity was interpolated from observed gravity values.
 ER0293
 ER0293;                    North         East     Units Scale Factor Converg.
 ER0293;SPC AZ E     -   427,758.222   228,978.667   MT  0.99990301   +0 05 51.5
 ER0293;SPC AZ E     - 1,403,406.24    751,242.35   iFT  0.99990301   +0 05 51.5
 ER0293;UTM  12      - 3,857,678.252   591,790.440   MT  0.99970384   +0 34 26.2
 ER0293
 ER0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0293!SPC AZ E     -   0.99974377  x   0.99990301  =   0.99964680
 ER0293!UTM  12      -   0.99974377  x   0.99970384  =   0.99944768
 ER0293
 ER0293|---------------------------------------------------------------------|
 ER0293| PID    Reference Object                     Distance      Geod. Az  |
 ER0293|                                                           dddmmss.s |
 ER0293| CD1660 F 35 RM 1                            13.803 METERS 19940     |
 ER0293| CD1661 F 35 RM 2                            14.850 METERS 28723     |
 ER0293| CD1659 F 35 AZ MK                                         2930240.9 |
 ER0293|---------------------------------------------------------------------|
 ER0293
 ER0293                          SUPERSEDED SURVEY CONTROL
 ER0293
 ER0293  NAD 83(1986)-  34 51 26.27761(N)    109 59 45.07593(W) AD(       ) 2
 ER0293  NAD 27      -  34 51 26.17400(N)    109 59 42.66100(W) AD(       ) 2
 ER0293  NGVD 29 (??/??/92) 1656.133  (m)         5433.50   (f) ADJ UNCH    2 0
 ER0293
 ER0293.Superseded values are not recommended for survey control.
 ER0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0293.See file dsdata.txt to determine how the superseded data were derived.
 ER0293
 ER0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9179057678(NAD 83)
 ER0293_MARKER: DB = BENCH MARK DISK
 ER0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0293_STAMPING: F 35 1934
 ER0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0293+STABILITY: SURFACE MOTION
 ER0293
 ER0293  HISTORY     - Date     Condition        Report By
 ER0293  HISTORY     - 1936     MONUMENTED       CGS
 ER0293  HISTORY     - 1934     GOOD             USGS
 ER0293  HISTORY     - 1959     GOOD             CGS
 ER0293  HISTORY     - 1959     GOOD             CGS
 ER0293
 ER0293                          STATION DESCRIPTION
 ER0293
 ER0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0293'STATION IS LOCATED 10.6 MILES EAST-SOUTHEAST OF HOLBROOK ALONG
 ER0293'U.S. HIGHWAY 260 FROM JUNCTION WITH U.S. HIGHWAY 66, ON TOP OF
 ER0293'A FLAT DIVIDE, 68 YARDS SOUTHEAST OF THE SOUTH END OF A GALVANIZED
 ER0293'CULVERT AND 65 FEET SOUTH BY WEST OF THE CENTERLINE OF THE
 ER0293'HIGHWAY.  MARK IS A STANDARD PRECAST BENCH MARK.
 ER0293'
 ER0293'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE WEST-NORTHWEST OF THE
 ER0293'STATION, ABOUT 44 YARDS NORTH BY EAST OF THE CENTERLINE OF THE
 ER0293'HIGHWAY AND ABOUT 12 YARDS NORTH-NORTHEAST OF A SIGNBOARD.
 ER0293'
 ER0293'REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ER0293
 ER0293                          STATION RECOVERY (1934)
 ER0293
 ER0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 ER0293'10.6 MI SE FROM HOLBROOK.
 ER0293'10.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0293'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 70 YARDS
 ER0293'SOUTHEAST OF A CONCRETE CULVERT, AND 70 FEET SOUTHWEST OF THE
 ER0293'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 35 1934 AND SET
 ER0293'IN THE TOP OF A CONCRETE POST.
 ER0293
 ER0293                          STATION RECOVERY (1959)
 ER0293
 ER0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ER0293'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ER0293'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ER0293'
 ER0293'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK GO WEST
 ER0293'AND THEN SOUTHEAST ON U.S. HIGHWAY 260 FOR 9.9 MILES TO THE
 ER0293'AZIMUTH MARK ON THE LEFT, NORTHEAST, SIDE OF THE ROAD.  CONTINUE
 ER0293'STRAIGHT AHEAD ON THE SAME HIGHWAY FOR 0.45 MILE TO A SIGN
 ER0293'PETRIFIED FOREST 9 SPRINGERVILLE 82 AND THE STATION ON THE
 ER0293'RIGHT, SOUTHWEST, SIDE OF THE ROAD.
 ER0293'
 ER0293'THE STATION IS A STANDARD BENCH MARK DISK STAMPED F 35 1934
 ER0293'SET IN THE TOP OF A 6-INCH SQUARE TOPPED PRECAST CONCRETE
 ER0293'MONUMENT, AND PROJECTS 1 FOOT.  IT IS 65 FEET SOUTHWEST OF THE
 ER0293'CENTERLINE OF U.S. HIGHWAY 260 AND ABOUT 15 FEET SOUTHWEST OF A
 ER0293'FENCE.
 ER0293'
 ER0293'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED B.M F 35
 ER0293'1934 1936 NO 1 SET IN THE TOP OF A 10-INCH SQUARE TOPPED
 ER0293'CONCRETE MONUMENT, AND PROJECTS 1 INCH.  IT IS 110 FEET
 ER0293'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 260, AND IS ABOUT
 ER0293'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 ER0293'
 ER0293'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED B.M F 35
 ER0293'1934 1936 NO 2 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE
 ER0293'MONUMENT, AND PROJECTS 6 INCHES.  IT IS 68 FEET SOUTHWEST OF
 ER0293'THE CENTERLINE OF U.S. HIGHWAY 260, AND IS ABOUT 6 INCHES LOWER
 ER0293'IN ELEVATION THAN THE STATION.
 ER0293'
 ER0293'THE AZIMUTH MARK IS A STANDARD DISK STAMPED B.M F 35 1934 1936
 ER0293'SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT,
 ER0293'AND PROJECTS 6 INCHES.  IT IS ABOUT 45 YARDS NORTHEAST OF THE
 ER0293'CENTERLINE OF U.S. HIGHWAY 260.
 ER0293
 ER0293                          STATION RECOVERY (1959)
 ER0293
 ER0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0293'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 ER0293'AS DESCRIBED, WITH THE EXCEPTION OF THE MEASURED DISTANCES TO
 ER0293'REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0101 ***********************************************************************
 DB0101  DESIGNATION -  F 350
 DB0101  PID         -  DB0101
 DB0101  STATE/COUNTY-  AZ/YUMA
 DB0101  USGS QUAD   -  FORTUNA MINE (1965)
 DB0101
 DB0101                         *CURRENT SURVEY CONTROL
 DB0101  ___________________________________________________________________
 DB0101* NAD 83(1986)-  32 33 37.     (N)    114 20 50.     (W)     SCALED    
 DB0101* NAVD 88     -       234.01   (+/-2cm)     767.7    (feet)  VERTCON   
 DB0101  ___________________________________________________________________
 DB0101  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DB0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0101
 DB0101.The horizontal coordinates were scaled from a topographic map and have
 DB0101.an estimated accuracy of +/- 6 seconds.
 DB0101
 DB0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0101.The vertical order pertains to the NGVD 29 superseded value.
 DB0101
 DB0101.The geoid height was determined by GEOID03.
 DB0101
 DB0101;                    North         East    Units  Estimated Accuracy
 DB0101;SPC AZ W     -   173,150.      157,280.      MT  (+/- 180 meters Scaled)
 DB0101
 DB0101                          SUPERSEDED SURVEY CONTROL
 DB0101
 DB0101  NGVD 29 (??/??/??)  233.335  (m)          765.53   (f) ADJUSTED    2 0
 DB0101
 DB0101.Superseded values are not recommended for survey control.
 DB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0101.See file dsdata.txt to determine how the superseded data were derived.
 DB0101
 DB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS490056(NAD 83)
 DB0101_MARKER: DB = BENCH MARK DISK
 DB0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0101_STAMPING: F 350 1962
 DB0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0101+STABILITY: SURFACE MOTION
 DB0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0101+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0101
 DB0101  HISTORY     - Date     Condition        Report By
 DB0101  HISTORY     - 1962     MONUMENTED       CGS
 DB0101  HISTORY     - 20060303 GOOD             GEOCAC
 DB0101
 DB0101                          STATION DESCRIPTION
 DB0101
 DB0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0101'16 MI SW FROM LIGURTA.
 DB0101'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0101'STATION AND CAFE AT LIGURTA, THENCE 8.95 MILES SOUTH SOUTHEAST
 DB0101'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 3.45
 DB0101'MILES SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0101'PROJECTS 16 FEET AND IS NUMBER 9, 0.4 MILE SOUTHEAST OF A SANDY
 DB0101'WASH, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 DB0101'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 DB0101'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DB0101'7 INCHES.
 DB0101
 DB0101                          STATION RECOVERY (2006)
 DB0101
 DB0101'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0101'FOUND IN GOOD CONDITION AT N 32  33.641 W 114  20.833. THERE IS A
 DB0101'METAL WITNESS POST AND SIGN APPROXIMATELY TWO FEET AWAY.
 DB0101' 
 DB0101'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0101'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0101'RESOURCES OFFICE AT THE MCAS-YUMA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1136 ***********************************************************************
 DA1136  DESIGNATION -  F 351
 DA1136  PID         -  DA1136
 DA1136  STATE/COUNTY-  AZ/YUMA
 DA1136  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1136
 DA1136                         *CURRENT SURVEY CONTROL
 DA1136  ___________________________________________________________________
 DA1136* NAD 83(1986)-  32 30 50.     (N)    113 41 04.     (W)     SCALED    
 DA1136* NAVD 88     -       179.82   (+/-2cm)     590.0    (feet)  VERTCON   
 DA1136  ___________________________________________________________________
 DA1136  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DA1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1136
 DA1136.The horizontal coordinates were scaled from a topographic map and have
 DA1136.an estimated accuracy of +/- 6 seconds.
 DA1136
 DA1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1136.The vertical order pertains to the NGVD 29 superseded value.
 DA1136
 DA1136.The geoid height was determined by GEOID03.
 DA1136
 DA1136;                    North         East    Units  Estimated Accuracy
 DA1136;SPC AZ W     -   167,860.      219,520.      MT  (+/- 180 meters Scaled)
 DA1136
 DA1136                          SUPERSEDED SURVEY CONTROL
 DA1136
 DA1136  NGVD 29 (??/??/92)  179.178  (m)          587.85   (f) ADJ UNCH    2 0
 DA1136
 DA1136.Superseded values are not recommended for survey control.
 DA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1136.See file dsdata.txt to determine how the superseded data were derived.
 DA1136
 DA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB478005(NAD 83)
 DA1136_MARKER: DB = BENCH MARK DISK
 DA1136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1136_SP_SET: 16 FT
 DA1136_STAMPING: F 351 1962
 DA1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1136
 DA1136  HISTORY     - Date     Condition        Report By
 DA1136  HISTORY     - 1962     MONUMENTED       CGS
 DA1136
 DA1136                          STATION DESCRIPTION
 DA1136
 DA1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1136'23.4 MI SE FROM TACNA.
 DA1136'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1136'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1136'WELL.  THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG A TRAIL ROAD LEADING TO
 DA1136'TULE WELL, 1.0 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1136'WHICH PROJECTS 16 FEET AND IS NUMBERED 18, 40 FEET SOUTHWEST OF THE
 DA1136'CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA1136'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 DA1136'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 DA1136'ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0931 ***********************************************************************
 DA0931  DESIGNATION -  F 352
 DA0931  PID         -  DA0931
 DA0931  STATE/COUNTY-  AZ/YUMA
 DA0931  USGS QUAD   -  MONREAL WELL (1990)
 DA0931
 DA0931                         *CURRENT SURVEY CONTROL
 DA0931  ___________________________________________________________________
 DA0931* NAD 83(1986)-  32 28 06.     (N)    113 26 35.     (W)     SCALED    
 DA0931* NAVD 88     -       184.80   (+/-2cm)     606.3    (feet)  VERTCON   
 DA0931  ___________________________________________________________________
 DA0931  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0931
 DA0931.The horizontal coordinates were scaled from a topographic map and have
 DA0931.an estimated accuracy of +/- 6 seconds.
 DA0931
 DA0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0931.The vertical order pertains to the NGVD 29 superseded value.
 DA0931
 DA0931.The geoid height was determined by GEOID03.
 DA0931
 DA0931;                    North         East    Units  Estimated Accuracy
 DA0931;SPC AZ W     -   162,840.      242,210.      MT  (+/- 180 meters Scaled)
 DA0931
 DA0931                          SUPERSEDED SURVEY CONTROL
 DA0931
 DA0931  NGVD 29 (??/??/92)  184.172  (m)          604.24   (f) ADJ UNCH    2 0
 DA0931
 DA0931.Superseded values are not recommended for survey control.
 DA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0931.See file dsdata.txt to determine how the superseded data were derived.
 DA0931
 DA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA703949(NAD 83)
 DA0931_MARKER: DB = BENCH MARK DISK
 DA0931_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0931_SP_SET: 8 FT.
 DA0931_STAMPING: F 352 1962
 DA0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0931
 DA0931  HISTORY     - Date     Condition        Report By
 DA0931  HISTORY     - 1962     MONUMENTED       CGS
 DA0931
 DA0931                          STATION DESCRIPTION
 DA0931
 DA0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0931'13.65 MI W FROM TONY TANK.
 DA0931'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0931'TONY TANK.  THENCE 11.95 MILES SOUTHWEST ALONG A TRAIL ROAD, 0.5 MILE
 DA0931'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0931'FEET AND IS NUMBERED 38, ABOUT 1.9 MILES NORTHEAST OF THE BASE OF THE
 DA0931'MOHAWK MOUNTAINS, 0.5 MILE NORTHEAST OF THE JUNCTION OF THE TRAIL ROAD
 DA0931'AND A TRAIL ROAD, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0931'ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DA0931'ABOVE THE LEVEL OF THE TRAIL ROAD, CLAMPED ON A COPPER COATED ROD
 DA0931'WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE
 DA0931'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0786 ***********************************************************************
 DA0786  DESIGNATION -  F 353
 DA0786  PID         -  DA0786
 DA0786  STATE/COUNTY-  AZ/MARICOPA
 DA0786  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0786
 DA0786                         *CURRENT SURVEY CONTROL
 DA0786  ___________________________________________________________________
 DA0786* NAD 83(1986)-  32 34 02.     (N)    113 16 31.     (W)     SCALED    
 DA0786* NAVD 88     -       215.42   (+/-2cm)     706.8    (feet)  VERTCON   
 DA0786  ___________________________________________________________________
 DA0786  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DA0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0786
 DA0786.The horizontal coordinates were scaled from a topographic map and have
 DA0786.an estimated accuracy of +/- 6 seconds.
 DA0786
 DA0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0786.The vertical order pertains to the NGVD 29 superseded value.
 DA0786
 DA0786.The geoid height was determined by GEOID03.
 DA0786
 DA0786;                    North         East    Units  Estimated Accuracy
 DA0786;SPC AZ C     -   174,580.       85,790.      MT  (+/- 180 meters Scaled)
 DA0786
 DA0786                          SUPERSEDED SURVEY CONTROL
 DA0786
 DA0786  NGVD 29 (??/??/92)  214.798  (m)          704.72   (f) ADJ UNCH    2 0
 DA0786
 DA0786.Superseded values are not recommended for survey control.
 DA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0786.See file dsdata.txt to determine how the superseded data were derived.
 DA0786
 DA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB863055(NAD 83)
 DA0786_MARKER: DB = BENCH MARK DISK
 DA0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0786_STAMPING: F 353 1961
 DA0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0786+STABILITY: SURFACE MOTION
 DA0786
 DA0786  HISTORY     - Date     Condition        Report By
 DA0786  HISTORY     - 1961     MONUMENTED       CGS
 DA0786  HISTORY     - 1962     GOOD             NGS
 DA0786
 DA0786                          STATION DESCRIPTION
 DA0786
 DA0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0786'4.7 MI N FROM TONY TANK.
 DA0786'ABOUT 4.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0786'TONY TANK, 0.35 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0786'WHICH PROJECTS 16 FEET AND IS NUMBERED 35, 0.35 MILE SOUTH OF THE
 DA0786'INTERSECTION OF A CROSS ROAD, 25 FEET WEST OF THE CENTER LINE OF THE
 DA0786'ROAD, 97.5 FEET SOUTHWEST OF U.S.G.S. BENCH MARK 705.06, 1.4 FEET WEST
 DA0786'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DA0786'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0831 ***********************************************************************
 DA0831  DESIGNATION -  F 354
 DA0831  PID         -  DA0831
 DA0831  STATE/COUNTY-  AZ/MARICOPA
 DA0831  USGS QUAD   -  SENTINEL NE (1986)
 DA0831
 DA0831                         *CURRENT SURVEY CONTROL
 DA0831  ___________________________________________________________________
 DA0831* NAD 83(1986)-  32 53 16.     (N)    113 04 31.     (W)     SCALED    
 DA0831* NAVD 88     -       230.27   (+/-2cm)     755.5    (feet)  VERTCON   
 DA0831  ___________________________________________________________________
 DA0831  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0831
 DA0831.The horizontal coordinates were scaled from a topographic map and have
 DA0831.an estimated accuracy of +/- 6 seconds.
 DA0831
 DA0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0831.The vertical order pertains to the NGVD 29 superseded value.
 DA0831
 DA0831.The geoid height was determined by GEOID03.
 DA0831
 DA0831;                    North         East    Units  Estimated Accuracy
 DA0831;SPC AZ C     -   209,900.      104,960.      MT  (+/- 180 meters Scaled)
 DA0831
 DA0831                          SUPERSEDED SURVEY CONTROL
 DA0831
 DA0831  NGVD 29 (??/??/92)  229.656  (m)          753.46   (f) ADJ UNCH    2 0
 DA0831
 DA0831.Superseded values are not recommended for survey control.
 DA0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0831.See file dsdata.txt to determine how the superseded data were derived.
 DA0831
 DA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB058407(NAD 83)
 DA0831_MARKER: DB = BENCH MARK DISK
 DA0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0831_STAMPING: F 354 1960
 DA0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0831+STABILITY: SURFACE MOTION
 DA0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0831+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0831
 DA0831  HISTORY     - Date     Condition        Report By
 DA0831  HISTORY     - 1960     MONUMENTED       CGS
 DA0831  HISTORY     - 20060128 GOOD             USPSQD
 DA0831  HISTORY     - 20060128 GOOD             USPSQD
 DA0831
 DA0831                          STATION DESCRIPTION
 DA0831
 DA0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0831'8.05 MI E FROM SENTINEL.
 DA0831'8.05 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0831'213 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 4.4
 DA0831'FEET NORTH OF A FENCE LINE, 3.8 FEET WEST OF A METAL WITNESS POST WITH
 DA0831'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DA0831
 DA0831                          STATION RECOVERY (2006)
 DA0831
 DA0831'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0831'RECOVERED AS DESCRIBED.
 DA0831
 DA0831                          STATION RECOVERY (2006)
 DA0831
 DA0831'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0831'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0766 ***********************************************************************
 DA0766  DESIGNATION -  F 355
 DA0766  PID         -  DA0766
 DA0766  STATE/COUNTY-  AZ/MARICOPA
 DA0766  USGS QUAD   -  SENTINEL (1986)
 DA0766
 DA0766                         *CURRENT SURVEY CONTROL
 DA0766  ___________________________________________________________________
 DA0766* NAD 83(1986)-  32 45 14.     (N)    113 14 00.     (W)     SCALED    
 DA0766* NAVD 88     -       202.62   (+/-2cm)     664.8    (feet)  VERTCON   
 DA0766  ___________________________________________________________________
 DA0766  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DA0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0766
 DA0766.The horizontal coordinates were scaled from a topographic map and have
 DA0766.an estimated accuracy of +/- 6 seconds.
 DA0766
 DA0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0766.The vertical order pertains to the NGVD 29 superseded value.
 DA0766
 DA0766.The geoid height was determined by GEOID03.
 DA0766
 DA0766;                    North         East    Units  Estimated Accuracy
 DA0766;SPC AZ C     -   195,230.       89,980.      MT  (+/- 180 meters Scaled)
 DA0766
 DA0766                          SUPERSEDED SURVEY CONTROL
 DA0766
 DA0766  NGVD 29 (??/??/92)  202.021  (m)          662.80   (f) ADJ UNCH    2 0
 DA0766
 DA0766.Superseded values are not recommended for survey control.
 DA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0766.See file dsdata.txt to determine how the superseded data were derived.
 DA0766
 DA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB907262(NAD 83)
 DA0766_MARKER: DB = BENCH MARK DISK
 DA0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0766_STAMPING: F 355 1962
 DA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0766+STABILITY: SURFACE MOTION
 DA0766
 DA0766  HISTORY     - Date     Condition        Report By
 DA0766  HISTORY     - 1962     MONUMENTED       CGS
 DA0766
 DA0766                          STATION DESCRIPTION
 DA0766
 DA0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0766'8.25 MI S FROM SENTINEL.
 DA0766'ABOUT 8.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE U.S. HIGHWAY 80
 DA0766'OVERPASS AT SENTINEL, 2.8 MILES SOUTH OF A 4X4-INCH WHITE WOODEN
 DA0766'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 21, 1.4 MILES
 DA0766'EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DA0766'AND IS NUMBERED 20, AT THE JUNCTION OF THE GRAVELED ROAD AND A CLEARED
 DA0766'LANE LEADING WEST, 1.2 MILES SOUTH OF AN OBSERVATION TOWER, 80 FEET
 DA0766'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 44 FEET NORTH OF THE
 DA0766'CENTER LINE OF THE CLEARED LANE, 2.0 FEET EAST OF A METAL WITNESS
 DA0766'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0766'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0329 ***********************************************************************
 CG0329  DESIGNATION -  F 355
 CG0329  PID         -  CG0329
 CG0329  STATE/COUNTY-  AZ/PIMA
 CG0329  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0329
 CG0329                         *CURRENT SURVEY CONTROL
 CG0329  ___________________________________________________________________
 CG0329* NAD 83(1986)-  31 59 49.     (N)    110 39 09.     (W)     SCALED    
 CG0329* NAVD 88     -      1081.148  (meters)    3547.07   (feet)  ADJUSTED  
 CG0329  ___________________________________________________________________
 CG0329  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0329  DYNAMIC HT  -        1079.573 (meters)    3541.90  (feet)  COMP
 CG0329  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 CG0329
 CG0329  VERT ORDER  -  FIRST     CLASS II
 CG0329
 CG0329.The horizontal coordinates were scaled from a topographic map and have
 CG0329.an estimated accuracy of +/- 6 seconds.
 CG0329
 CG0329.The orthometric height was determined by differential leveling
 CG0329.and adjusted in June 1991.
 CG0329
 CG0329.The geoid height was determined by GEOID03.
 CG0329
 CG0329.The dynamic height is computed by dividing the NAVD 88
 CG0329.geopotential number by the normal gravity value computed on the
 CG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0329.degrees latitude (g = 980.6199 gals.).
 CG0329
 CG0329.The modeled gravity was interpolated from observed gravity values.
 CG0329
 CG0329;                    North         East    Units  Estimated Accuracy
 CG0329;SPC AZ C     -   111,230.      332,810.      MT  (+/- 180 meters Scaled)
 CG0329
 CG0329                          SUPERSEDED SURVEY CONTROL
 CG0329
 CG0329  NGVD 29 (??/??/92) 1080.406  (m)         3544.63   (f) ADJ UNCH    1 2
 CG0329
 CG0329.Superseded values are not recommended for survey control.
 CG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0329.See file dsdata.txt to determine how the superseded data were derived.
 CG0329
 CG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA328401(NAD 83)
 CG0329_MARKER: DB = BENCH MARK DISK
 CG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0329_STAMPING: F 355 1960
 CG0329_PROJECTION: PROJECTING 5 CENTIMETERS
 CG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0329+STABILITY: SURFACE MOTION
 CG0329
 CG0329  HISTORY     - Date     Condition        Report By
 CG0329  HISTORY     - 1960     MONUMENTED       CGS
 CG0329  HISTORY     - 1979     GOOD             NGS
 CG0329
 CG0329                          STATION DESCRIPTION
 CG0329
 CG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0329'21.6 MI NE FROM BENSON.
 CG0329'21.6 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0329'TO HIGHWAY MILE POST 270, 48 FEET SOUTHEAST OF THE MILE POST, 87 FEET
 CG0329'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 1.4 FEET
 CG0329'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT NORTHWEST OF A FENCE LINE,
 CG0329'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES AND ABOUT 20
 CG0329'FEET HIGHER THAN THE HIGHWAY.
 CG0329
 CG0329                          STATION RECOVERY (1979)
 CG0329
 CG0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0329'21.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0329'OVERPASS AT BENSON, AT A CUT BANK, 101 FEET SOUTH OF THE
 CG0329'CENTERLINE OF THE EASTBOUND TRAFFIC LANE MEASURED ALONG THE FLAT
 CG0329'AREA AT THE END OF THE CUT, 253 FEET WEST OF MILE POST 284 AND 2
 CG0329'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0329'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CG0329'THE MARK IS 35 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0513 ***********************************************************************
 GR0513  DESIGNATION -  F 356
 GR0513  PID         -  GR0513
 GR0513  STATE/COUNTY-  AZ/MOHAVE
 GR0513  USGS QUAD   -  BOULDER CANYON (1983)
 GR0513
 GR0513                         *CURRENT SURVEY CONTROL
 GR0513  ___________________________________________________________________
 GR0513* NAD 83(1986)-  36 07 45.     (N)    114 31 54.     (W)     SCALED    
 GR0513* NAVD 88     -       367.245  (meters)    1204.87   (feet)  POSTED    
 GR0513  ___________________________________________________________________
 GR0513  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR0513  DYNAMIC HT  -         366.880 (meters)    1203.67  (feet)  COMP
 GR0513  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 GR0513
 GR0513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0513
 GR0513.The horizontal coordinates were scaled from a topographic map and have
 GR0513.an estimated accuracy of +/- 6 seconds.
 GR0513
 GR0513.The orthometric height was determined by differential leveling
 GR0513.and adjusted by the  in 1992.
 GR0513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0513.rate of 0.0 thru 1.0 mm/km.
 GR0513
 GR0513.The geoid height was determined by GEOID03.
 GR0513
 GR0513.The dynamic height is computed by dividing the NAVD 88
 GR0513.geopotential number by the normal gravity value computed on the
 GR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0513.degrees latitude (g = 980.6199 gals.).
 GR0513
 GR0513.The modeled gravity was interpolated from observed gravity values.
 GR0513
 GR0513;                    North         East    Units  Estimated Accuracy
 GR0513;SPC AZ W     -   569,150.      143,000.      MT  (+/- 180 meters Scaled)
 GR0513
 GR0513                          SUPERSEDED SURVEY CONTROL
 GR0513
 GR0513  NGVD 29 (??/??/92)  366.541  (m)         1202.56   (f) ADJ UNCH    1 2
 GR0513
 GR0513.Superseded values are not recommended for survey control.
 GR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0513.See file dsdata.txt to determine how the superseded data were derived.
 GR0513
 GR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA221010(NAD 83)
 GR0513_MARKER: DB = BENCH MARK DISK
 GR0513_SETTING: 66 = SET IN ROCK OUTCROP
 GR0513_SP_SET: SANDSTONE RIDGE
 GR0513_STAMPING: F 356 1963
 GR0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0513+STABILITY: POSITION/ELEVATION WELL
 GR0513
 GR0513  HISTORY     - Date     Condition        Report By
 GR0513  HISTORY     - 1963     MONUMENTED       CGS
 GR0513
 GR0513                          STATION DESCRIPTION
 GR0513
 GR0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0513'4.9 MI NW FROM BONELLI LANDING.
 GR0513'4.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0513'BONELLI LANDING, IN THE TOP OF A LEDGE OF SANDSTONE OUTCROP WHICH
 GR0513'PROJECTS 1.0 FOOT ABOVE THE GROUND, ON A SANDSTONE RIDGE, ABOUT 200
 GR0513'FEET SOUTHWEST OF THE NORTHEAST END OF THE RIDGE, ABOUT 100 FEET
 GR0513'SOUTHEAST OF THE CENTER OF A WASH, AND 6 1/2 FEET SOUTHWEST OF A
 GR0513'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0274 ***********************************************************************
 CG0274  DESIGNATION -  F 358
 CG0274  PID         -  CG0274
 CG0274  STATE/COUNTY-  AZ/PIMA
 CG0274  USGS QUAD   -  SAHUARITA (1981)
 CG0274
 CG0274                         *CURRENT SURVEY CONTROL
 CG0274  ___________________________________________________________________
 CG0274* NAD 83(1986)-  31 56 25.     (N)    110 59 15.     (W)     SCALED    
 CG0274* NAVD 88     -       869.14   (+/-2cm)    2851.5    (feet)  VERTCON   
 CG0274  ___________________________________________________________________
 CG0274  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0274
 CG0274.The horizontal coordinates were scaled from a topographic map and have
 CG0274.an estimated accuracy of +/- 6 seconds.
 CG0274
 CG0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0274.The vertical order pertains to the NGVD 29 superseded value.
 CG0274
 CG0274.The geoid height was determined by GEOID03.
 CG0274
 CG0274;                    North         East    Units  Estimated Accuracy
 CG0274;SPC AZ C     -   104,620.      301,210.      MT  (+/- 180 meters Scaled)
 CG0274
 CG0274                          SUPERSEDED SURVEY CONTROL
 CG0274
 CG0274  NGVD 29 (??/??/92)  868.468  (m)         2849.30   (f) ADJ UNCH    2 0
 CG0274
 CG0274.Superseded values are not recommended for survey control.
 CG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0274.See file dsdata.txt to determine how the superseded data were derived.
 CG0274
 CG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA011338(NAD 83)
 CG0274_MARKER: DB = BENCH MARK DISK
 CG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0274_STAMPING: F 358 1960
 CG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0274+STABILITY: SURFACE MOTION
 CG0274
 CG0274  HISTORY     - Date     Condition        Report By
 CG0274  HISTORY     - 1960     MONUMENTED       CGS
 CG0274  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0274
 CG0274                          STATION DESCRIPTION
 CG0274
 CG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0274'1.5 MI SW FROM SAHUARITA.
 CG0274'0.75 MILES WEST OF THE POST OFFICE AT SAHUARITA, ARIZONA, ON GRAVEL
 CG0274'ROAD, THENCE 1.8 MILES SOUTHWEST ON GRAVEL ROAD, 35 FEET SOUTH OF THE
 CG0274'ROAD, 250 FEET WEST OF CENTER OF HIGHWAY, 2.5 FEET EAST OF WITNESS
 CG0274'POST, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 10
 CG0274'INCHES.
 CG0274
 CG0274                          STATION RECOVERY (1976)
 CG0274
 CG0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0178 ***********************************************************************
 GQ0178  DESIGNATION -  F 359
 GQ0178  PID         -  GQ0178
 GQ0178  STATE/COUNTY-  AZ/MOHAVE
 GQ0178  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0178
 GQ0178                         *CURRENT SURVEY CONTROL
 GQ0178  ___________________________________________________________________
 GQ0178* NAD 83(1986)-  36 57 37.     (N)    113 45 39.     (W)     SCALED    
 GQ0178* NAVD 88     -       675.341  (meters)    2215.68   (feet)  POSTED    
 GQ0178  ___________________________________________________________________
 GQ0178  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 GQ0178  DYNAMIC HT  -         674.630 (meters)    2213.35  (feet)  COMP
 GQ0178  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 GQ0178
 GQ0178  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0178
 GQ0178.The horizontal coordinates were scaled from a topographic map and have
 GQ0178.an estimated accuracy of +/- 6 seconds.
 GQ0178
 GQ0178.The orthometric height was determined by differential leveling
 GQ0178.and adjusted by the  in 1992.
 GQ0178.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0178.rate of 1.1 thru 2.0 mm/km.
 GQ0178
 GQ0178.The geoid height was determined by GEOID03.
 GQ0178
 GQ0178.The dynamic height is computed by dividing the NAVD 88
 GQ0178.geopotential number by the normal gravity value computed on the
 GQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0178.degrees latitude (g = 980.6199 gals.).
 GQ0178
 GQ0178.The modeled gravity was interpolated from observed gravity values.
 GQ0178
 GQ0178;                    North         East    Units  Estimated Accuracy
 GQ0178;SPC AZ W     -   661,080.      212,400.      MT  (+/- 180 meters Scaled)
 GQ0178
 GQ0178                          SUPERSEDED SURVEY CONTROL
 GQ0178
 GQ0178  NGVD 29 (??/??/92)  674.532  (m)         2213.03   (f) ADJ UNCH    2 0
 GQ0178
 GQ0178.Superseded values are not recommended for survey control.
 GQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0178.See file dsdata.txt to determine how the superseded data were derived.
 GQ0178
 GQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF541940(NAD 83)
 GQ0178_MARKER: DB = BENCH MARK DISK
 GQ0178_SETTING: 80 = SET IN A BOULDER
 GQ0178_SP_SET: BOULDER
 GQ0178_STAMPING: F 359 1960
 GQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0178+STABILITY: SURFACE MOTION
 GQ0178
 GQ0178  HISTORY     - Date     Condition        Report By
 GQ0178  HISTORY     - 1960     MONUMENTED       CGS
 GQ0178  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0178
 GQ0178                          STATION DESCRIPTION
 GQ0178
 GQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0178'25.55 MI SW FROM ST GEORGE, UT.
 GQ0178'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0178'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0178'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0178'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE UTAH-ARIZONA
 GQ0178'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0178'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0178'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0178'MILES TO THE VIRGIN RIVER, THENCE FOLLOW THE RIVER BED SOUTHWEST 4.6
 GQ0178'MILES TO A YELLOW B.M. PAINTED ON A ROCK AND AT THE MARK, 130 FEET
 GQ0178'WEST OF A RAVINE, 90 FEET SOUTH OF THE CENTER OF THE RIVER, CEMENTED
 GQ0178'IN A DRILL HOLE IN A LARGE BOULDER.
 GQ0178
 GQ0178                          STATION RECOVERY (1982)
 GQ0178
 GQ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0519 ***********************************************************************
 DA0519  DESIGNATION -  F 36
 DA0519  PID         -  DA0519
 DA0519  STATE/COUNTY-  AZ/MARICOPA
 DA0519  USGS QUAD   -  MIDWAY (1986)
 DA0519
 DA0519                         *CURRENT SURVEY CONTROL
 DA0519  ___________________________________________________________________
 DA0519* NAD 83(1986)-  32 44 01.     (N)    112 49 46.     (W)     SCALED    
 DA0519* NAVD 88     -       322.193  (meters)    1057.06   (feet)  ADJUSTED  
 DA0519  ___________________________________________________________________
 DA0519  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0519  DYNAMIC HT  -         321.811 (meters)    1055.81  (feet)  COMP
 DA0519  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 DA0519
 DA0519  VERT ORDER  -  FIRST     CLASS II
 DA0519
 DA0519.The horizontal coordinates were scaled from a topographic map and have
 DA0519.an estimated accuracy of +/- 6 seconds.
 DA0519
 DA0519.The orthometric height was determined by differential leveling
 DA0519.and adjusted in June 1991.
 DA0519
 DA0519.The geoid height was determined by GEOID03.
 DA0519
 DA0519.The dynamic height is computed by dividing the NAVD 88
 DA0519.geopotential number by the normal gravity value computed on the
 DA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0519.degrees latitude (g = 980.6199 gals.).
 DA0519
 DA0519.The modeled gravity was interpolated from observed gravity values.
 DA0519
 DA0519;                    North         East    Units  Estimated Accuracy
 DA0519;SPC AZ C     -   192,580.      127,810.      MT  (+/- 180 meters Scaled)
 DA0519
 DA0519                          SUPERSEDED SURVEY CONTROL
 DA0519
 DA0519  NGVD 29 (??/??/92)  321.567  (m)         1055.01   (f) ADJ UNCH    1 2
 DA0519
 DA0519.Superseded values are not recommended for survey control.
 DA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0519.See file dsdata.txt to determine how the superseded data were derived.
 DA0519
 DA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB285232(NAD 83)
 DA0519_MARKER: DB = BENCH MARK DISK
 DA0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0519_STAMPING: F 36 1933 1055.083
 DA0519_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0519+STABILITY: SURFACE MOTION
 DA0519
 DA0519  HISTORY     - Date     Condition        Report By
 DA0519  HISTORY     - 1933     MONUMENTED       CGS
 DA0519  HISTORY     - 1953     GOOD             NGS
 DA0519  HISTORY     - 1980     GOOD             NGS
 DA0519
 DA0519                          STATION DESCRIPTION
 DA0519
 DA0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0519'16.3 MI S FROM GILA BEND.
 DA0519'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0519'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.3 MILES SOUTH ALONG
 DA0519'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 13 1/2 POLES SOUTH OF
 DA0519'MILEPOLE 16, 259 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE 164,
 DA0519'95.0 FEET WEST OF THE WEST RAIL, 64 FEET EAST OF THE CENTER LINE OF AN
 DA0519'ABANDONED HIGHWAY, 88 FEET SOUTH OF A TELEPHONE POLE, 57 FEET
 DA0519'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1.8 FEET NORTH OF A
 DA0519'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 DA0519'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DA0519
 DA0519                          STATION RECOVERY (1980)
 DA0519
 DA0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0519'25.9 KM (16.1 MI) SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0519'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.4 KM (0.25 MI)
 DA0519'SOUTHEAST ACROSS COUNTRY FROM STATE HIGHWAY 85, 13-1/2 TELEGRAPH
 DA0519'POLES SOUTHWEST OF RAILWAY MILEPOLE 16, IN LINE WITH THE TELEGRAPH
 DA0519'POLES, 29.0 (95.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 DA0519'15.8 METERS (52.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD,
 DA0519'78.9 METERS (259 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RAILWAY
 DA0519'BRIDGE NUMBER 164.
 DA0519'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0519'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0623 ***********************************************************************
 DA0623  DESIGNATION -  F 360
 DA0623  PID         -  DA0623
 DA0623  STATE/COUNTY-  AZ/MARICOPA
 DA0623  USGS QUAD   -  BOSQUE (1973)
 DA0623
 DA0623                         *CURRENT SURVEY CONTROL
 DA0623  ___________________________________________________________________
 DA0623* NAD 83(1986)-  32 58 40.     (N)    112 32 06.     (W)     SCALED    
 DA0623* NAVD 88     -       350.823  (meters)    1150.99   (feet)  ADJUSTED  
 DA0623  ___________________________________________________________________
 DA0623  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DA0623  DYNAMIC HT  -         350.402 (meters)    1149.61  (feet)  COMP
 DA0623  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 DA0623
 DA0623  VERT ORDER  -  FIRST     CLASS II
 DA0623
 DA0623.The horizontal coordinates were scaled from a topographic map and have
 DA0623.an estimated accuracy of +/- 6 seconds.
 DA0623
 DA0623.The orthometric height was determined by differential leveling
 DA0623.and adjusted in June 1991.
 DA0623
 DA0623.The geoid height was determined by GEOID03.
 DA0623
 DA0623.The dynamic height is computed by dividing the NAVD 88
 DA0623.geopotential number by the normal gravity value computed on the
 DA0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0623.degrees latitude (g = 980.6199 gals.).
 DA0623
 DA0623.The modeled gravity was interpolated from observed gravity values.
 DA0623
 DA0623;                    North         East    Units  Estimated Accuracy
 DA0623;SPC AZ C     -   219,460.      155,570.      MT  (+/- 180 meters Scaled)
 DA0623
 DA0623                          SUPERSEDED SURVEY CONTROL
 DA0623
 DA0623  NGVD 29 (??/??/92)  350.188  (m)         1148.91   (f) ADJ UNCH    1 2
 DA0623
 DA0623.Superseded values are not recommended for survey control.
 DA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0623.See file dsdata.txt to determine how the superseded data were derived.
 DA0623
 DA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB565498(NAD 83)
 DA0623_MARKER: DB = BENCH MARK DISK
 DA0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0623_STAMPING: F 360 1967
 DA0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0623+STABILITY: SURFACE MOTION
 DA0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0623+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0623
 DA0623  HISTORY     - Date     Condition        Report By
 DA0623  HISTORY     - 1967     MONUMENTED       CGS
 DA0623  HISTORY     - 1980     GOOD             NGS
 DA0623  HISTORY     - 1980     GOOD             NGS
 DA0623  HISTORY     - 19941202 GOOD             USPSQD
 DA0623  HISTORY     - 20070603 GOOD             GEOCAC
 DA0623
 DA0623                          STATION DESCRIPTION
 DA0623
 DA0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0623'10.7 MI E FROM GILA BEND.
 DA0623'10.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0623'AT GILA BEND, IN S 23, T 5 S, R 3 W, 13 RAILS EAST OF A METAL BATTERY
 DA0623'BOX AND SEMAPHORE, 38 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 DA0623'8 FEET WEST OF TELEGRAPH POLE NUMBER 59-F, IN LINE WITH A ROW OF
 DA0623'POLES, 2.2 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 DA0623'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0623'9 INCHES.
 DA0623
 DA0623                          STATION RECOVERY (1980)
 DA0623
 DA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0623'RECOVERED IN GOOD CONDITION.
 DA0623
 DA0623                          STATION RECOVERY (1980)
 DA0623
 DA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0623'RECOVERED IN GOOD CONDITION.
 DA0623
 DA0623                          STATION RECOVERY (1994)
 DA0623
 DA0623'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0623'RECOVERED IN GOOD CONDITION.
 DA0623
 DA0623                          STATION RECOVERY (2007)
 DA0623
 DA0623'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0821 ***********************************************************************
 DV0821  DESIGNATION -  F 361
 DV0821  PID         -  DV0821
 DV0821  STATE/COUNTY-  AZ/MARICOPA
 DV0821  USGS QUAD   -  COTTON CENTER (1973)
 DV0821
 DV0821                         *CURRENT SURVEY CONTROL
 DV0821  ___________________________________________________________________
 DV0821* NAD 83(1986)-  33 02 36.     (N)    112 39 57.     (W)     SCALED    
 DV0821* NAVD 88     -       209.56   (+/-2cm)     687.5    (feet)  VERTCON   
 DV0821  ___________________________________________________________________
 DV0821  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV0821  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0821
 DV0821.The horizontal coordinates were scaled from a topographic map and have
 DV0821.an estimated accuracy of +/- 6 seconds.
 DV0821
 DV0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0821.The vertical order pertains to the NGVD 29 superseded value.
 DV0821
 DV0821.The geoid height was determined by GEOID03.
 DV0821
 DV0821;                    North         East    Units  Estimated Accuracy
 DV0821;SPC AZ C     -   226,810.      143,390.      MT  (+/- 180 meters Scaled)
 DV0821
 DV0821                          SUPERSEDED SURVEY CONTROL
 DV0821
 DV0821  NGVD 29 (??/??/92)  208.936  (m)          685.48   (f) ADJ UNCH    1 2
 DV0821
 DV0821.Superseded values are not recommended for survey control.
 DV0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0821.See file dsdata.txt to determine how the superseded data were derived.
 DV0821
 DV0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444573(NAD 83)
 DV0821_MARKER: DB = BENCH MARK DISK
 DV0821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0821_SP_SET: 32 FEET
 DV0821_STAMPING: F 361 1967
 DV0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0821
 DV0821  HISTORY     - Date     Condition        Report By
 DV0821  HISTORY     - 1967     MONUMENTED       CGS
 DV0821  HISTORY     - 1968     GOOD             NGS
 DV0821  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0821  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV0821
 DV0821                          STATION DESCRIPTION
 DV0821
 DV0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0821'7.9 MI N FROM GILA BEND.
 DV0821'0.85 EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GILA
 DV0821'BEND, THENCE 7.05 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD
 DV0821'U. S. HIGHWAY 80, IN SECTION 28, T 4 S, R 4 W, 53 FEET WEST OF THE
 DV0821'CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE OF A
 DV0821'PRIVATE ROAD WHICH LEADS WEST, 18 FEET EAST-SOUTHEAST OF POWER POLE
 DV0821'NUMBER 35 WHICH IS BRACED BY A GUY WIRE, 9 FEET SOUTHWEST OF POWER
 DV0821'POLE NUMBER 81, 2 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A METAL
 DV0821'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 DV0821'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32
 DV0821'FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
 DV0821
 DV0821                          STATION RECOVERY (1968)
 DV0821
 DV0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DV0821'RECOVERED IN GOOD CONDITION.
 DV0821
 DV0821                          STATION RECOVERY (1981)
 DV0821
 DV0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0821'BELIEVED DESTROYED BY THE CONSTRUCTION OF A POWER SUBSTATION.
 DV0821
 DV0821                          STATION RECOVERY (2007)
 DV0821
 DV0821'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0821'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0821'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0770 ***********************************************************************
 DV0770  DESIGNATION -  F 362
 DV0770  PID         -  DV0770
 DV0770  STATE/COUNTY-  AZ/MARICOPA
 DV0770  USGS QUAD   -  WINTERSBURG (1984)
 DV0770
 DV0770                         *CURRENT SURVEY CONTROL
 DV0770  ___________________________________________________________________
 DV0770* NAD 83(1986)-  33 25 27.     (N)    112 52 01.     (W)     SCALED    
 DV0770* NAVD 88     -       306.349  (meters)    1005.08   (feet)  ADJUSTED  
 DV0770  ___________________________________________________________________
 DV0770  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV0770  DYNAMIC HT  -         305.996 (meters)    1003.92  (feet)  COMP
 DV0770  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DV0770
 DV0770  VERT ORDER  -  FIRST     CLASS II
 DV0770
 DV0770.The horizontal coordinates were scaled from a topographic map and have
 DV0770.an estimated accuracy of +/- 6 seconds.
 DV0770
 DV0770.The orthometric height was determined by differential leveling
 DV0770.and adjusted in June 1991.
 DV0770
 DV0770.The geoid height was determined by GEOID03.
 DV0770
 DV0770.The dynamic height is computed by dividing the NAVD 88
 DV0770.geopotential number by the normal gravity value computed on the
 DV0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0770.degrees latitude (g = 980.6199 gals.).
 DV0770
 DV0770.The modeled gravity was interpolated from observed gravity values.
 DV0770
 DV0770;                    North         East    Units  Estimated Accuracy
 DV0770;SPC AZ C     -   269,190.      124,990.      MT  (+/- 180 meters Scaled)
 DV0770
 DV0770                          SUPERSEDED SURVEY CONTROL
 DV0770
 DV0770  NGVD 29 (??/??/92)  305.766  (m)         1003.17   (f) ADJ UNCH    1 2
 DV0770
 DV0770.Superseded values are not recommended for survey control.
 DV0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0770.See file dsdata.txt to determine how the superseded data were derived.
 DV0770
 DV0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB264998(NAD 83)
 DV0770_MARKER: DB = BENCH MARK DISK
 DV0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0770_STAMPING: F 362 1967
 DV0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0770+STABILITY: SURFACE MOTION
 DV0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0770+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 DV0770
 DV0770  HISTORY     - Date     Condition        Report By
 DV0770  HISTORY     - 1967     MONUMENTED       CGS
 DV0770  HISTORY     - 1981     GOOD             NGS
 DV0770  HISTORY     - 20090117 GOOD             GEOCAC
 DV0770
 DV0770                          STATION DESCRIPTION
 DV0770
 DV0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0770'9.9 MI NW FROM HASSAYAMPA.
 DV0770'9.9 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0770'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 15, T 1 N, R 6 W,
 DV0770'0.1 MILE SOUTHEAST OF A SMALL CONCRETE BLOCK COMMERCIAL BUILDING, 175
 DV0770'YARDS SOUTHEAST OF THE CENTER OF AN INTERSECTION OF THE ROAD AND
 DV0770'WINTER BURG ROAD, 34 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 DV0770'8.0 FEET NORTH WEST OF POWER POLE NUMBER 12DOW5, 1.7 FEET EAST OF A
 DV0770'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DV0770'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0770
 DV0770                          STATION RECOVERY (1981)
 DV0770
 DV0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0770'RECOVERED IN GOOD CONDITION.
 DV0770
 DV0770                          STATION RECOVERY (2009)
 DV0770
 DV0770'RECOVERY NOTE BY GEOCACHING 2009 (RHT)
 DV0770'ACTUAL GPS COORDINATES- N33 25.429 W112 51.984. FOUNS 485 FT SE OF
 DV0770'CENTER OF INTERSECTION OF WINTERSBURG RD AND SALOME HGWY. 30 FT NE OF
 DV0770'CENTERLINE OF SALOME HGWY, ABOUT 20 FT NW OF TELEPHONE POLE MARKED
 DV0770'DWD447 355. 216 FT ON BEARING 129TRUE FROM LISTED CORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0986 ***********************************************************************
 CZ0986  DESIGNATION -  F 363
 CZ0986  PID         -  CZ0986
 CZ0986  STATE/COUNTY-  AZ/PINAL
 CZ0986  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0986
 CZ0986                         *CURRENT SURVEY CONTROL
 CZ0986  ___________________________________________________________________
 CZ0986* NAD 83(1986)-  32 54 02.     (N)    111 47 42.     (W)     SCALED    
 CZ0986* NAVD 88     -       415.450  (meters)    1363.02   (feet)  ADJUSTED  
 CZ0986  ___________________________________________________________________
 CZ0986  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ0986  DYNAMIC HT  -         414.944 (meters)    1361.36  (feet)  COMP
 CZ0986  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 CZ0986
 CZ0986  VERT ORDER  -  FIRST     CLASS II
 CZ0986
 CZ0986.The horizontal coordinates were scaled from a topographic map and have
 CZ0986.an estimated accuracy of +/- 6 seconds.
 CZ0986
 CZ0986.The orthometric height was determined by differential leveling
 CZ0986.and adjusted in June 1991.
 CZ0986
 CZ0986.The geoid height was determined by GEOID03.
 CZ0986
 CZ0986.The dynamic height is computed by dividing the NAVD 88
 CZ0986.geopotential number by the normal gravity value computed on the
 CZ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0986.degrees latitude (g = 980.6199 gals.).
 CZ0986
 CZ0986.The modeled gravity was interpolated from observed gravity values.
 CZ0986
 CZ0986;                    North         East    Units  Estimated Accuracy
 CZ0986;SPC AZ C     -   210,730.      224,740.      MT  (+/- 180 meters Scaled)
 CZ0986
 CZ0986                          SUPERSEDED SURVEY CONTROL
 CZ0986
 CZ0986  NGVD 29 (??/??/92)  414.676  (m)         1360.48   (f) ADJ UNCH    1 2
 CZ0986
 CZ0986.Superseded values are not recommended for survey control.
 CZ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0986.See file dsdata.txt to determine how the superseded data were derived.
 CZ0986
 CZ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB256405(NAD 83)
 CZ0986_MARKER: DB = BENCH MARK DISK
 CZ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0986_STAMPING: F 363 1967
 CZ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0986+STABILITY: SURFACE MOTION
 CZ0986
 CZ0986  HISTORY     - Date     Condition        Report By
 CZ0986  HISTORY     - 1967     MONUMENTED       CGS
 CZ0986  HISTORY     - 1980     GOOD             NGS
 CZ0986  HISTORY     - 1980     GOOD             NGS
 CZ0986  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ0986
 CZ0986                          STATION DESCRIPTION
 CZ0986
 CZ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0986'2.9 MI NW FROM CASA GRANDE.
 CZ0986'ABOUT 2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0986'STATION AT CASA GRANDE, IN S 14, T 6 S, R 5 E, 7 POLES NORTHWEST OF
 CZ0986'THE CROSSING OF THE RAILROAD AND AN ABANDONED ROAD, 42 FEET NORTHEAST
 CZ0986'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 3 1/2 FEET
 CZ0986'SOUTHWEST OF MILEPOST NUMBER 916, 1.3 FEET SOUTHEAST OF A METAL
 CZ0986'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN
 CZ0986'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CZ0986
 CZ0986                          STATION RECOVERY (1980)
 CZ0986
 CZ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0986'RECOVERED IN GOOD CONDITION.
 CZ0986
 CZ0986                          STATION RECOVERY (1980)
 CZ0986
 CZ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0986'RECOVERED IN GOOD CONDITION.
 CZ0986
 CZ0986                          STATION RECOVERY (2007)
 CZ0986
 CZ0986'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0986'THE BROKEN MONUMENT WAS FOUND AT THE DESCRIBED LOCATION. THE REMAINS
 CZ0986'OF THE MONUMENT ARE SEVERELY TILTED, AND APPEARS TO HAVE BEEN STRUCK
 CZ0986'BY HEAVY MACHINERY. THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0393 ***********************************************************************
 CZ0393  DESIGNATION -  F 364
 CZ0393  PID         -  CZ0393
 CZ0393  STATE/COUNTY-  AZ/PINAL
 CZ0393  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0393
 CZ0393                         *CURRENT SURVEY CONTROL
 CZ0393  ___________________________________________________________________
 CZ0393* NAD 83(1986)-  32 59 44.     (N)    111 24 59.     (W)     SCALED    
 CZ0393* NAVD 88     -       462.850  (meters)    1518.53   (feet)  ADJUSTED  
 CZ0393  ___________________________________________________________________
 CZ0393  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0393  DYNAMIC HT  -         462.281 (meters)    1516.67  (feet)  COMP
 CZ0393  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 CZ0393
 CZ0393  VERT ORDER  -  FIRST     CLASS II
 CZ0393
 CZ0393.The horizontal coordinates were scaled from a topographic map and have
 CZ0393.an estimated accuracy of +/- 6 seconds.
 CZ0393
 CZ0393.The orthometric height was determined by differential leveling
 CZ0393.and adjusted in November 1993.
 CZ0393
 CZ0393.The geoid height was determined by GEOID03.
 CZ0393
 CZ0393.The dynamic height is computed by dividing the NAVD 88
 CZ0393.geopotential number by the normal gravity value computed on the
 CZ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0393.degrees latitude (g = 980.6199 gals.).
 CZ0393
 CZ0393.The modeled gravity was interpolated from observed gravity values.
 CZ0393
 CZ0393;                    North         East    Units  Estimated Accuracy
 CZ0393;SPC AZ C     -   221,370.      260,110.      MT  (+/- 180 meters Scaled)
 CZ0393
 CZ0393                          SUPERSEDED SURVEY CONTROL
 CZ0393
 CZ0393  NGVD 29 (??/??/92)  462.323  (m)         1516.80   (f) ADJ UNCH    1 2
 CZ0393
 CZ0393.Superseded values are not recommended for survey control.
 CZ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0393.See file dsdata.txt to determine how the superseded data were derived.
 CZ0393
 CZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB611508(NAD 83)
 CZ0393_MARKER: DB = BENCH MARK DISK
 CZ0393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ0393_SP_SET: COPPER-CLAD STEEL ROD
 CZ0393_STAMPING: F 364 1967
 CZ0393_MARK LOGO: CGS   
 CZ0393_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0393+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0393
 CZ0393  HISTORY     - Date     Condition        Report By
 CZ0393  HISTORY     - 1967     MONUMENTED       CGS
 CZ0393  HISTORY     - 19920104 GOOD             NGS
 CZ0393  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0393
 CZ0393                          STATION DESCRIPTION
 CZ0393
 CZ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0393'4.15 MI SW FROM FLORENCE.
 CZ0393'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0393'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0393'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A
 CZ0393'GRAVELED ROAD, IN S 15, T 5 S, R 9 E, 30 FEET EAST OF THE CENTER LINE
 CZ0393'OF THE ROAD, 25 FEET NORTHEAST OF THE NORTH END OF THE EAST HEAD WALL
 CZ0393'OF A CONCRETE CULVERT, 23 FEET NORTH OF THE NORTH BANK OF AN
 CZ0393'IRRIGATION CANAL, 7 FEET EAST OF A FENCE, 1/2 FOOT NORTH OF A FENCE,
 CZ0393'1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 CZ0393'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 CZ0393'IS DRIVEN TO A DEPTH OF 28 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 CZ0393'PROJECTING 2 INCHES.
 CZ0393
 CZ0393                          STATION RECOVERY (1992)
 CZ0393
 CZ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0393'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0393'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0393'ALONG CANAL ROAD, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG SELLERS
 CZ0393'STREET, 9.0 M (29.5 FT) EAST OF THE STREET CENTER, 8.3 M (27.2 FT)
 CZ0393'NORTHEAST OF THE NORTH END OF A HEADWALL, 7.2 M (23.6 FT)
 CZ0393'SOUTH-SOUTHEAST OF A UTILITY POLE, 3.4 M (11.2 FT) SOUTH OF AND LEVEL
 CZ0393'WITH THE CENTER OF A FIELD ROAD, AND 0.2 M (0.7 FT) NORTH OF A
 CZ0393'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 CZ0393'IS FLUSH WITH THE GROUND SURFACE.
 CZ0393
 CZ0393                          STATION RECOVERY (2007)
 CZ0393
 CZ0393'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0060 ***********************************************************************
 DV0060  DESIGNATION -  F 365
 DV0060  PID         -  DV0060
 DV0060  STATE/COUNTY-  AZ/MARICOPA
 DV0060  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0060
 DV0060                         *CURRENT SURVEY CONTROL
 DV0060  ___________________________________________________________________
 DV0060* NAD 83(1986)-  33 40 05.     (N)    112 12 10.     (W)     SCALED    
 DV0060* NAVD 88     -       383.512  (meters)    1258.24   (feet)  ADJUSTED  
 DV0060  ___________________________________________________________________
 DV0060  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0060  DYNAMIC HT  -         383.069 (meters)    1256.79  (feet)  COMP
 DV0060  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 DV0060
 DV0060  VERT ORDER  -  FIRST     CLASS II
 DV0060
 DV0060.The horizontal coordinates were scaled from a topographic map and have
 DV0060.an estimated accuracy of +/- 6 seconds.
 DV0060
 DV0060.The orthometric height was determined by differential leveling
 DV0060.and adjusted in June 1991.
 DV0060
 DV0060.The geoid height was determined by GEOID03.
 DV0060
 DV0060.The dynamic height is computed by dividing the NAVD 88
 DV0060.geopotential number by the normal gravity value computed on the
 DV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0060.degrees latitude (g = 980.6199 gals.).
 DV0060
 DV0060.The modeled gravity was interpolated from observed gravity values.
 DV0060
 DV0060;                    North         East    Units  Estimated Accuracy
 DV0060;SPC AZ C     -   295,880.      186,830.      MT  (+/- 180 meters Scaled)
 DV0060
 DV0060                          SUPERSEDED SURVEY CONTROL
 DV0060
 DV0060  NGVD 29 (??/??/92)  382.982  (m)         1256.50   (f) ADJ UNCH    1 2
 DV0060
 DV0060.Superseded values are not recommended for survey control.
 DV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0060.See file dsdata.txt to determine how the superseded data were derived.
 DV0060
 DV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884260(NAD 83)
 DV0060_MARKER: DB = BENCH MARK DISK
 DV0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0060_SP_SET: PLATFORM
 DV0060_STAMPING: F 365 1967
 DV0060_MARK LOGO: CGS   
 DV0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0060
 DV0060  HISTORY     - Date     Condition        Report By
 DV0060  HISTORY     - 1967     MONUMENTED       CGS
 DV0060  HISTORY     - 1981     GOOD             NGS
 DV0060  HISTORY     - 1982     GOOD             AZDT
 DV0060
 DV0060                          STATION DESCRIPTION
 DV0060
 DV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0060'9.6 MI NE FROM SUN CITY.
 DV0060'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0060'CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 DV0060'EAST CROSS-COUNTRY THROUGH A CITRUS GROVE, THENCE 0.25 MILE EAST
 DV0060'ACROSS BOTTOM LAND OF THE NEW RIVER, THENCE 1.5 MILES EAST ALONG A
 DV0060'GRADED DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD WHICH IS
 DV0060'67TH AVENUE, IN SECTION 30, T 4 N, R 2 E, 48 FEET EAST OF THE CENTER
 DV0060'LINE OF THE AVENUE, 65 1/2 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 DV0060'ROAD, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE PLATFORM
 DV0060'WHICH IS POURED AROUND AN IRRIGATION WELL, 6 FEET SOUTHEAST OF A SMALL
 DV0060'METAL METER BOX, 22 FEET SOUTHWEST OF AN ELECTRIC PUMP, ABOUT FLUSH
 DV0060'WITH THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0060
 DV0060                          STATION RECOVERY (1981)
 DV0060
 DV0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0060'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV0060'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV0060'ALONG BEARDSLEY ROAD, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DV0060'67TH AVENUE, AT AN ABANDONED IRRIGATION DEEP WATER WELL, IN TOP OF THE
 DV0060'NORTHWEST CORNER OF THE CONCRETE PAD WHICH IS ATTACHED TO THE CASING,
 DV0060'19.9 METERS (65.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 14.6 METERS
 DV0060'(48 FT) EAST OF THE CENTERLINE OF THE AVENUE, 6.7 METERS (22.0 FT)
 DV0060'SOUTHWEST OF AN ELECTRIC PUMP, 1.8 METERS (6 FT) SOUTHEAST OF A SMALL
 DV0060'METER BOX.
 DV0060'THE MARK IS 0.5 M ABOVE THE AVENUE.
 DV0060
 DV0060                          STATION RECOVERY (1982)
 DV0060
 DV0060'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0554 ***********************************************************************
 DV0554  DESIGNATION -  F 366
 DV0554  PID         -  DV0554
 DV0554  STATE/COUNTY-  AZ/MARICOPA
 DV0554  USGS QUAD   -  PERRYVILLE (1982)
 DV0554
 DV0554                         *CURRENT SURVEY CONTROL
 DV0554  ___________________________________________________________________
 DV0554* NAD 83(1986)-  33 27 52.     (N)    112 27 40.     (W)     SCALED    
 DV0554* NAVD 88     -       320.943  (meters)    1052.96   (feet)  ADJUSTED  
 DV0554  ___________________________________________________________________
 DV0554  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0554  DYNAMIC HT  -         320.575 (meters)    1051.75  (feet)  COMP
 DV0554  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV0554
 DV0554  VERT ORDER  -  FIRST     CLASS II
 DV0554
 DV0554.The horizontal coordinates were scaled from a topographic map and have
 DV0554.an estimated accuracy of +/- 6 seconds.
 DV0554
 DV0554.The orthometric height was determined by differential leveling
 DV0554.and adjusted in June 1991.
 DV0554
 DV0554.The geoid height was determined by GEOID03.
 DV0554
 DV0554.The dynamic height is computed by dividing the NAVD 88
 DV0554.geopotential number by the normal gravity value computed on the
 DV0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0554.degrees latitude (g = 980.6199 gals.).
 DV0554
 DV0554.The modeled gravity was interpolated from observed gravity values.
 DV0554
 DV0554;                    North         East    Units  Estimated Accuracy
 DV0554;SPC AZ C     -   273,390.      162,750.      MT  (+/- 180 meters Scaled)
 DV0554
 DV0554                          SUPERSEDED SURVEY CONTROL
 DV0554
 DV0554  NGVD 29 (??/??/92)  320.313  (m)         1050.89   (f) ADJ UNCH    1 2
 DV0554
 DV0554.Superseded values are not recommended for survey control.
 DV0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0554.See file dsdata.txt to determine how the superseded data were derived.
 DV0554
 DV0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC642037(NAD 83)
 DV0554_MARKER: DB = BENCH MARK DISK
 DV0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0554_SP_SET: 27 FEET
 DV0554_STAMPING: F 366 1967
 DV0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0554+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DV0554
 DV0554  HISTORY     - Date     Condition        Report By
 DV0554  HISTORY     - 1967     MONUMENTED       CGS
 DV0554  HISTORY     - 1981     GOOD             NGS
 DV0554  HISTORY     - 1981     GOOD             AZDT
 DV0554  HISTORY     - 20040719 GOOD             SWGEOM
 DV0554
 DV0554                          STATION DESCRIPTION
 DV0554
 DV0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0554'8.0 MI NW FROM GOODYEAR.
 DV0554'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0554'THENCE 2.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 3, T 1 N, R 2 W,
 DV0554'119 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF PERRYVILLE
 DV0554'ROAD AND MCDOWELL ROAD, 94 FEET EAST OF THE CENTER LINE OF PERRYVILLE
 DV0554'ROAD, 74 FEET SOUTH OF THE CENTER LINE OF MCDOWELL ROAD, 19 1/2 FEET
 DV0554'EAST OF THE MORE EASTERLY OF 2 POWER POLES WHICH SUPPORT 3
 DV0554'TRANSFORMERS, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DV0554'ABOVE THE LEVEL OF THE ROADS, AND ON THE TOP OF A 5/8-INCH COPPER
 DV0554'COATED ROD THAT IS DRIVEN TO A DEPTH OF 27 FEET AND IS ENCASED IN A
 DV0554'5-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 DV0554
 DV0554                          STATION RECOVERY (1981)
 DV0554
 DV0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0554'RECOVERED IN GOOD CONDITION.
 DV0554
 DV0554                          STATION RECOVERY (1981)
 DV0554
 DV0554'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0554'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV0554'DYSART ROAD TO PERRYVILLE ROAD, THENCE NORTH 0.15 MI (0.24 KM) TO
 DV0554'THE MARK ON THE SOUTHEAST CORNER OF PERRYVILLE ROAD AND WEST MCDOWELL
 DV0554'ROAD, 73.7 FT (22.5 M) SOUTH OF THE CENTERLINE OF MCDOWELL, 84.5 FEET
 DV0554'(25.76 M) EAST OF CENTERLINE OF PERRYVILLE ROAD, 1.0 FT (0.3 M)
 DV0554'EAST OF WITNESS POST, 18.5 FT (5.64 M) NORTHEAST OF CGS BM E366.
 DV0554'A STANDARD CGS BRASS DISC ON A PIPE 0.3 FT (0.09 M) ABOVE GROUND
 DV0554
 DV0554                          STATION RECOVERY (2004)
 DV0554
 DV0554'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2004 (BSF)
 DV0554'POINT IS LOCATED INSIDE AN ARIZONA WATER COMPANY WORK YARD. CONTACT
 DV0554'PHONE 623-853-9302.
 DV0554'WITNESS POST HAS BEEN REMOVED AND WAS FOUND LYING BY FENCE IN WORK
 DV0554'YARD. STATION IS 18 FEET SOUTH OF CHAIN LINK FENCE, 11.5 FEET EAST OF
 DV0554'WATER PIPE, 26.3 FEET NORTHWEST OF NORTHWEST CORNER OF BUILDING, AND
 DV0554'18.5 FEET NORTHEAST OF DV0552   E 366.
 DV0554'OBSERVED W/ GPS OPUS, NAD83(CORS96)(EPOCH 2002.0000) N 33D 27M
 DV0554'52.08566S W 112D 27M 40.38380S ELIP HGT 290.625 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0635 ***********************************************************************
 CG0635  DESIGNATION -  F 38
 CG0635  PID         -  CG0635
 CG0635  STATE/COUNTY-  AZ/PIMA
 CG0635  USGS QUAD   -  SELLS EAST (1982)
 CG0635
 CG0635                         *CURRENT SURVEY CONTROL
 CG0635  ___________________________________________________________________
 CG0635* NAD 83(1986)-  31 55 37.     (N)    111 47 41.     (W)     SCALED    
 CG0635* NAVD 88     -       789.90   (+/-2cm)    2591.5    (feet)  VERTCON   
 CG0635  ___________________________________________________________________
 CG0635  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CG0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0635
 CG0635.The horizontal coordinates were scaled from a topographic map and have
 CG0635.an estimated accuracy of +/- 6 seconds.
 CG0635
 CG0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0635.The vertical order pertains to the NGVD 29 superseded value.
 CG0635
 CG0635.The geoid height was determined by GEOID03.
 CG0635
 CG0635;                    North         East    Units  Estimated Accuracy
 CG0635;SPC AZ C     -   102,770.      224,890.      MT  (+/- 180 meters Scaled)
 CG0635
 CG0635                          SUPERSEDED SURVEY CONTROL
 CG0635
 CG0635  NGVD 29 (??/??/92)  789.197  (m)         2589.22   (f) ADJ UNCH    2 0
 CG0635
 CG0635.Superseded values are not recommended for survey control.
 CG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0635.See file dsdata.txt to determine how the superseded data were derived.
 CG0635
 CG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA248326(NAD 83)
 CG0635_MARKER: DB = BENCH MARK DISK
 CG0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0635_STAMPING: F 38 1933 2589.362
 CG0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0635+STABILITY: SURFACE MOTION
 CG0635
 CG0635  HISTORY     - Date     Condition        Report By
 CG0635  HISTORY     - 1933     MONUMENTED       CGS
 CG0635  HISTORY     - 1952     GOOD             NGS
 CG0635
 CG0635                          STATION DESCRIPTION
 CG0635
 CG0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0635'5.85 MI E FROM SELLS.
 CG0635'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0635'THENCE 4.35 MILES EAST ALONG STATE HIGHWAY 86, 0.15 MILE WEST OF THE T
 CG0635'JUNCTION OF DIRT ROADS LEADING SOUTHEAST AND SOUTHWEST, 0.15 MILE WEST
 CG0635'OF A LARGE CONCRETE BRIDGE OVER A WASH, 99 1/2 FEET SOUTH OF THE
 CG0635'CENTER LINE OF THE HIGHWAY, 20.1 FEET SOUTH OF AN EAST-WEST FENCE
 CG0635'LINE, 24.3 FEET NORTHWEST OF A TELEPHONE POLE, 2.3 FEET NORTH OF A
 CG0635'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CG0635'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0188 ***********************************************************************
 FR0188  DESIGNATION -  F 385
 FR0188  PID         -  FR0188
 FR0188  STATE/COUNTY-  AZ/YAVAPAI
 FR0188  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0188
 FR0188                         *CURRENT SURVEY CONTROL
 FR0188  ___________________________________________________________________
 FR0188* NAD 83(1986)-  35 21 33.     (N)    112 58 24.     (W)     SCALED    
 FR0188* NAVD 88     -      1594.206  (meters)    5230.32   (feet)  ADJUSTED  
 FR0188  ___________________________________________________________________
 FR0188  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 FR0188  DYNAMIC HT  -        1592.118 (meters)    5223.47  (feet)  COMP
 FR0188  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 FR0188
 FR0188  VERT ORDER  -  SECOND    CLASS 0
 FR0188
 FR0188.The horizontal coordinates were scaled from a topographic map and have
 FR0188.an estimated accuracy of +/- 6 seconds.
 FR0188
 FR0188.The orthometric height was determined by differential leveling
 FR0188.and adjusted in June 1991.
 FR0188
 FR0188.The geoid height was determined by GEOID03.
 FR0188
 FR0188.The dynamic height is computed by dividing the NAVD 88
 FR0188.geopotential number by the normal gravity value computed on the
 FR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0188.degrees latitude (g = 980.6199 gals.).
 FR0188
 FR0188.The modeled gravity was interpolated from observed gravity values.
 FR0188
 FR0188;                    North         East    Units  Estimated Accuracy
 FR0188;SPC AZ C     -   483,930.      117,330.      MT  (+/- 180 meters Scaled)
 FR0188
 FR0188                          SUPERSEDED SURVEY CONTROL
 FR0188
 FR0188  NGVD 29 (??/??/92) 1593.315  (m)         5227.40   (f) ADJ UNCH    2 0
 FR0188
 FR0188.Superseded values are not recommended for survey control.
 FR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0188.See file dsdata.txt to determine how the superseded data were derived.
 FR0188
 FR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE207146(NAD 83)
 FR0188_MARKER: DB = BENCH MARK DISK
 FR0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0188_SP_SET: FOUNDATION
 FR0188_STAMPING: F 385 1968
 FR0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0188
 FR0188  HISTORY     - Date     Condition        Report By
 FR0188  HISTORY     - 1968     MONUMENTED       CGS
 FR0188  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0188  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0188
 FR0188                          STATION DESCRIPTION
 FR0188
 FR0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0188'6.3 MI W FROM SELIGMAN.
 FR0188'6.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0188'THE STATION AT SELIGMAN, 4 POLES NORTHWEST OF MILEPOST 435, IN THE TOP
 FR0188'AND 1.7 FEET NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE FOUNDATION
 FR0188'OF A FORMER SIGNAL, 8.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 FR0188'NORTHEAST TRACK, 58.8 FEET NORTHWEST AND ACROSS THE TRACK FROM A
 FR0188'TELEPHONE POLE, 21 FEET WEST OF A TELEPHONE POLE, AND ABOUT LEVEL WITH
 FR0188'THE TRACK.
 FR0188
 FR0188                          STATION RECOVERY (1975)
 FR0188
 FR0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0188'MARK NOT FOUND.
 FR0188
 FR0188                          STATION RECOVERY (1982)
 FR0188
 FR0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0188'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0311 ***********************************************************************
 FR0311  DESIGNATION -  F 386
 FR0311  PID         -  FR0311
 FR0311  STATE/COUNTY-  AZ/COCONINO
 FR0311  USGS QUAD   -  RHODES CANYON (1981)
 FR0311
 FR0311                         *CURRENT SURVEY CONTROL
 FR0311  ___________________________________________________________________
 FR0311* NAD 83(1986)-  35 36 33.     (N)    112 53 43.     (W)     SCALED    
 FR0311* NAVD 88     -      1847.526  (meters)    6061.42   (feet)  POSTED    
 FR0311  ___________________________________________________________________
 FR0311  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 FR0311  DYNAMIC HT  -        1845.080 (meters)    6053.40  (feet)  COMP
 FR0311  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 FR0311
 FR0311  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0311
 FR0311.The horizontal coordinates were scaled from a topographic map and have
 FR0311.an estimated accuracy of +/- 6 seconds.
 FR0311
 FR0311.The orthometric height was determined by differential leveling
 FR0311.and adjusted by the  in 1992.
 FR0311.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0311.rate of 0.0 thru 1.0 mm/km.
 FR0311
 FR0311.The geoid height was determined by GEOID03.
 FR0311
 FR0311.The dynamic height is computed by dividing the NAVD 88
 FR0311.geopotential number by the normal gravity value computed on the
 FR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0311.degrees latitude (g = 980.6199 gals.).
 FR0311
 FR0311.The modeled gravity was interpolated from observed gravity values.
 FR0311
 FR0311;                    North         East    Units  Estimated Accuracy
 FR0311;SPC AZ C     -   511,590.      124,700.      MT  (+/- 180 meters Scaled)
 FR0311
 FR0311                          SUPERSEDED SURVEY CONTROL
 FR0311
 FR0311  NGVD 29 (??/??/92) 1846.622  (m)         6058.46   (f) ADJ UNCH    2 0
 FR0311
 FR0311.Superseded values are not recommended for survey control.
 FR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0311.See file dsdata.txt to determine how the superseded data were derived.
 FR0311
 FR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE283422(NAD 83)
 FR0311_MARKER: DB = BENCH MARK DISK
 FR0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0311_SP_SET: ROD
 FR0311_STAMPING: F 386 1968
 FR0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0311
 FR0311  HISTORY     - Date     Condition        Report By
 FR0311  HISTORY     - 1968     MONUMENTED       CGS
 FR0311
 FR0311                          STATION DESCRIPTION
 FR0311
 FR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0311'23.1 MI N FROM SELIGMAN.
 FR0311'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0311'THE STATION AT SELIGMAN, THENCE 22.05 MILES NORTH ALONG A DIRT ROAD,
 FR0311'0.8 MILE NORTHWEST OF THE CROSSING OF A WASH, 1.0 MILE SOUTHEAST OF A
 FR0311'WATER TANK AND FEED LOTS, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FR0311'ROAD, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE FORMER ROAD, 110
 FR0311'FEET NORTHEAST OF A VERY LARGE JUNIPER TREE WHICH IS DEAD BUT STILL
 FR0311'STANDING, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FR0311'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD.  THE UPPER
 FR0311'PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.3
 FR0311'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0063 ***********************************************************************
 FR0063  DESIGNATION -  F 387
 FR0063  PID         -  FR0063
 FR0063  STATE/COUNTY-  AZ/COCONINO
 FR0063  USGS QUAD   -  MILLER TANK (1981)
 FR0063
 FR0063                         *CURRENT SURVEY CONTROL
 FR0063  ___________________________________________________________________
 FR0063* NAD 83(1986)-  35 44 50.     (N)    112 18 17.     (W)     SCALED    
 FR0063* NAVD 88     -      1772.700  (meters)    5815.93   (feet)  POSTED    
 FR0063  ___________________________________________________________________
 FR0063  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FR0063  DYNAMIC HT  -        1770.380 (meters)    5808.32  (feet)  COMP
 FR0063  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 FR0063
 FR0063  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0063
 FR0063.The horizontal coordinates were scaled from a topographic map and have
 FR0063.an estimated accuracy of +/- 6 seconds.
 FR0063
 FR0063.The orthometric height was determined by differential leveling
 FR0063.and adjusted by the  in 1992.
 FR0063.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0063.rate of 0.0 thru 1.0 mm/km.
 FR0063
 FR0063.The geoid height was determined by GEOID03.
 FR0063
 FR0063.The dynamic height is computed by dividing the NAVD 88
 FR0063.geopotential number by the normal gravity value computed on the
 FR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0063.degrees latitude (g = 980.6199 gals.).
 FR0063
 FR0063.The modeled gravity was interpolated from observed gravity values.
 FR0063
 FR0063;                    North         East    Units  Estimated Accuracy
 FR0063;SPC AZ C     -   526,540.      178,260.      MT  (+/- 180 meters Scaled)
 FR0063
 FR0063                          SUPERSEDED SURVEY CONTROL
 FR0063
 FR0063  NGVD 29 (??/??/92) 1771.844  (m)         5813.12   (f) ADJ UNCH    2 0
 FR0063
 FR0063.Superseded values are not recommended for survey control.
 FR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0063.See file dsdata.txt to determine how the superseded data were derived.
 FR0063
 FR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE820566(NAD 83)
 FR0063_MARKER: DB = BENCH MARK DISK
 FR0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0063_SP_SET: FOUNDATION
 FR0063_STAMPING: F 387 1968
 FR0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0063
 FR0063  HISTORY     - Date     Condition        Report By
 FR0063  HISTORY     - 1968     MONUMENTED       CGS
 FR0063
 FR0063                          STATION DESCRIPTION
 FR0063
 FR0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0063'3.05 MI SW FROM WILLAHA.
 FR0063'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0063'THE SIDING SIGN AT WILLAHA, THENCE 2.25 MILES WEST ALONG A STEEL TOWER
 FR0063'POWER LINE, 3 TOWERS WEST OF BENCH MARK E 387, IN THE TOP OF THE
 FR0063'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF TOWER 768, 53 FEET
 FR0063'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0063'AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0336 ***********************************************************************
 FR0336  DESIGNATION -  F 388
 FR0336  PID         -  FR0336
 FR0336  STATE/COUNTY-  AZ/COCONINO
 FR0336  USGS QUAD   -  BLACK TANK (1980)
 FR0336
 FR0336                         *CURRENT SURVEY CONTROL
 FR0336  ___________________________________________________________________
 FR0336* NAD 83(1986)-  35 42 40.     (N)    112 38 34.     (W)     SCALED    
 FR0336* NAVD 88     -      1709.865  (meters)    5609.78   (feet)  POSTED    
 FR0336  ___________________________________________________________________
 FR0336  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FR0336  DYNAMIC HT  -        1707.660 (meters)    5602.55  (feet)  COMP
 FR0336  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 FR0336
 FR0336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0336
 FR0336.The horizontal coordinates were scaled from a topographic map and have
 FR0336.an estimated accuracy of +/- 6 seconds.
 FR0336
 FR0336.The orthometric height was determined by differential leveling
 FR0336.and adjusted by the  in 1992.
 FR0336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0336.rate of 0.0 thru 1.0 mm/km.
 FR0336
 FR0336.The geoid height was determined by GEOID03.
 FR0336
 FR0336.The dynamic height is computed by dividing the NAVD 88
 FR0336.geopotential number by the normal gravity value computed on the
 FR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0336.degrees latitude (g = 980.6199 gals.).
 FR0336
 FR0336.The modeled gravity was interpolated from observed gravity values.
 FR0336
 FR0336;                    North         East    Units  Estimated Accuracy
 FR0336;SPC AZ C     -   522,710.      147,660.      MT  (+/- 180 meters Scaled)
 FR0336
 FR0336                          SUPERSEDED SURVEY CONTROL
 FR0336
 FR0336  NGVD 29 (??/??/92) 1709.017  (m)         5607.00   (f) ADJ UNCH    2 0
 FR0336
 FR0336.Superseded values are not recommended for survey control.
 FR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0336.See file dsdata.txt to determine how the superseded data were derived.
 FR0336
 FR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE513531(NAD 83)
 FR0336_MARKER: DB = BENCH MARK DISK
 FR0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0336_SP_SET: FOUNDATION
 FR0336_STAMPING: F 388 1968
 FR0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0336
 FR0336  HISTORY     - Date     Condition        Report By
 FR0336  HISTORY     - 1968     MONUMENTED       CGS
 FR0336
 FR0336                          STATION DESCRIPTION
 FR0336
 FR0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0336'22.65 MI W FROM WILLAHA.
 FR0336'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0336'THE SIDING SIGN AT WILLAHA, THENCE 21.85 MILES WEST ALONG A STEEL
 FR0336'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK E 388, IN THE TOP OF THE
 FR0336'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF STEEL TOWER 829, 52 FEET
 FR0336'SOUTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0336'AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0360 ***********************************************************************
 FR0360  DESIGNATION -  F 389
 FR0360  PID         -  FR0360
 FR0360  STATE/COUNTY-  AZ/COCONINO
 FR0360  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0360
 FR0360                         *CURRENT SURVEY CONTROL
 FR0360  ___________________________________________________________________
 FR0360* NAD 83(1986)-  35 52 04.     (N)    112 43 48.     (W)     SCALED    
 FR0360* NAVD 88     -      1736.780  (meters)    5698.09   (feet)  POSTED    
 FR0360  ___________________________________________________________________
 FR0360  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 FR0360  DYNAMIC HT  -        1734.550 (meters)    5690.77  (feet)  COMP
 FR0360  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 FR0360
 FR0360  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0360
 FR0360.The horizontal coordinates were scaled from a topographic map and have
 FR0360.an estimated accuracy of +/- 6 seconds.
 FR0360
 FR0360.The orthometric height was determined by differential leveling
 FR0360.and adjusted by the  in 1992.
 FR0360.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0360.was located on a no-check spur therefore a value was not computed.
 FR0360.No vertical observational check was made to the station.
 FR0360
 FR0360.The geoid height was determined by GEOID03.
 FR0360
 FR0360.The dynamic height is computed by dividing the NAVD 88
 FR0360.geopotential number by the normal gravity value computed on the
 FR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0360.degrees latitude (g = 980.6199 gals.).
 FR0360
 FR0360.The modeled gravity was interpolated from observed gravity values.
 FR0360
 FR0360;                    North         East    Units  Estimated Accuracy
 FR0360;SPC AZ C     -   540,150.      139,910.      MT  (+/- 180 meters Scaled)
 FR0360
 FR0360                          SUPERSEDED SURVEY CONTROL
 FR0360
 FR0360  NGVD 29 (??/??/92) 1735.903  (m)         5695.21   (f) ADJ UNCH    2 0
 FR0360
 FR0360.Superseded values are not recommended for survey control.
 FR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0360.See file dsdata.txt to determine how the superseded data were derived.
 FR0360
 FR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE438706(NAD 83)
 FR0360_MARKER: DB = BENCH MARK DISK
 FR0360_SETTING: 66 = SET IN ROCK OUTCROP
 FR0360_SP_SET: OUTCROP LEDGE
 FR0360_STAMPING: F 389 1968
 FR0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0360+STABILITY: POSITION/ELEVATION WELL
 FR0360
 FR0360  HISTORY     - Date     Condition        Report By
 FR0360  HISTORY     - 1968     MONUMENTED       CGS
 FR0360
 FR0360                          STATION DESCRIPTION
 FR0360
 FR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0360'37.85 MI NW FROM WILLAHA.
 FR0360'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0360'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0360'TOWER POWER LINE, THENCE 13.4 MILES NORTH ALONG A TRACK ROAD, 508 FEET
 FR0360'EAST OF THE CENTER LINE OF THE ROAD, AT A LONE GROUP OF WHITE ROCK
 FR0360'WHICH IS ON THE WEST SIDE OF A SMALL RISE, IN THE TOP OF A LEDGE OF AN
 FR0360'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 16.5 FEET
 FR0360'NORTH-NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0826 ***********************************************************************
 CZ0826  DESIGNATION -  F 39
 CZ0826  PID         -  CZ0826
 CZ0826  STATE/COUNTY-  AZ/PIMA
 CZ0826  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0826
 CZ0826                         *CURRENT SURVEY CONTROL
 CZ0826  ___________________________________________________________________
 CZ0826* NAD 83(1986)-  32 09 34.     (N)    111 06 52.     (W)     SCALED    
 CZ0826* NAVD 88     -       756.66   (+/-2cm)    2482.5    (feet)  VERTCON   
 CZ0826  ___________________________________________________________________
 CZ0826  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0826
 CZ0826.The horizontal coordinates were scaled from a topographic map and have
 CZ0826.an estimated accuracy of +/- 6 seconds.
 CZ0826
 CZ0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0826.The vertical order pertains to the NGVD 29 superseded value.
 CZ0826
 CZ0826.The geoid height was determined by GEOID03.
 CZ0826
 CZ0826;                    North         East    Units  Estimated Accuracy
 CZ0826;SPC AZ C     -   128,830.      289,030.      MT  (+/- 180 meters Scaled)
 CZ0826
 CZ0826                          SUPERSEDED SURVEY CONTROL
 CZ0826
 CZ0826  NGVD 29 (??/??/92)  755.977  (m)         2480.23   (f) ADJ UNCH    2 0
 CZ0826
 CZ0826.Superseded values are not recommended for survey control.
 CZ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0826.See file dsdata.txt to determine how the superseded data were derived.
 CZ0826
 CZ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA892581(NAD 83)
 CZ0826_MARKER: DB = BENCH MARK DISK
 CZ0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0826_SP_SET: LAVA OUTCROP
 CZ0826_STAMPING: F 39 2480.500 1933
 CZ0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0826
 CZ0826  HISTORY     - Date     Condition        Report By
 CZ0826  HISTORY     - 1933     MONUMENTED       CGS
 CZ0826  HISTORY     - 1951     GOOD             NGS
 CZ0826
 CZ0826                          STATION DESCRIPTION
 CZ0826
 CZ0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0826'8.9 MI SW FROM TUCSON.
 CZ0826'8.9 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0826'STATE HIGHWAY 86, 1.7 MILES NORTHEAST OF A Y JUNCTION OF A ROAD TO
 CZ0826'RANCHO DIABLO, 0.3 MILE EAST OF THE EL PASO NATURAL GAS LINE AND STATE
 CZ0826'HIGHWAY 86 INTERSECTION, AND SET IN THE TOP OF A 2 BY 4 FOOT LAVA
 CZ0826'OUTCROP PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 90 YARDS NORTH
 CZ0826'OF THE NORTH BASE OF SNYDERS BUTE, 72 FEET SOUTH OF THE CENTER LINE OF
 CZ0826'THE STATE HIGHWAY 86, 27 FEET SOUTH OF A POWER LINE WHERE IT
 CZ0826'INTERSECTS A TELEPHONE LINE, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0072 ***********************************************************************
 EU0072  DESIGNATION -  F 391
 EU0072  PID         -  EU0072
 EU0072  STATE/COUNTY-  AZ/MOHAVE
 EU0072  USGS QUAD   -  YUCCA (1970)
 EU0072
 EU0072                         *CURRENT SURVEY CONTROL
 EU0072  ___________________________________________________________________
 EU0072* NAD 83(1986)-  34 50 10.     (N)    114 08 46.     (W)     SCALED    
 EU0072* NAVD 88     -       534.427  (meters)    1753.37   (feet)  ADJUSTED  
 EU0072  ___________________________________________________________________
 EU0072  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EU0072  DYNAMIC HT  -         533.833 (meters)    1751.42  (feet)  COMP
 EU0072  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 EU0072
 EU0072  VERT ORDER  -  FIRST     CLASS II
 EU0072
 EU0072.The horizontal coordinates were scaled from a topographic map and have
 EU0072.an estimated accuracy of +/- 6 seconds.
 EU0072
 EU0072.The orthometric height was determined by differential leveling
 EU0072.and adjusted in June 1991.
 EU0072
 EU0072.The geoid height was determined by GEOID03.
 EU0072
 EU0072.The dynamic height is computed by dividing the NAVD 88
 EU0072.geopotential number by the normal gravity value computed on the
 EU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0072.degrees latitude (g = 980.6199 gals.).
 EU0072
 EU0072.The modeled gravity was interpolated from observed gravity values.
 EU0072
 EU0072;                    North         East    Units  Estimated Accuracy
 EU0072;SPC AZ W     -   425,480.      177,130.      MT  (+/- 180 meters Scaled)
 EU0072
 EU0072                          SUPERSEDED SURVEY CONTROL
 EU0072
 EU0072  NGVD 29 (??/??/??)  533.699  (m)         1750.98   (f) ADJUSTED    1 2
 EU0072
 EU0072.Superseded values are not recommended for survey control.
 EU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0072.See file dsdata.txt to determine how the superseded data were derived.
 EU0072
 EU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609585(NAD 83)
 EU0072_MARKER: DD = SURVEY DISK
 EU0072_SETTING: 66 = SET IN ROCK OUTCROP
 EU0072_SP_SET: ROCK OUTCROPPING
 EU0072_STAMPING: F 391 1961
 EU0072_MARK LOGO: CGS   
 EU0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0072+STABILITY: POSITION/ELEVATION WELL
 EU0072
 EU0072  HISTORY     - Date     Condition        Report By
 EU0072  HISTORY     - 1961     MONUMENTED       CGS
 EU0072  HISTORY     - 1981     GOOD             NGS
 EU0072
 EU0072                          STATION DESCRIPTION
 EU0072
 EU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0072'2.9 MI S FROM YUCCA.
 EU0072'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0072'YUCCA, THENCE 2.6 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN
 EU0072'THE TOP OF A 2 FOOT BY 2 FOOT ROCK OUTCROPPING, 135 FEET WEST
 EU0072'OF THE CENTER LINE OF U.S. HIGHWAY 66, 35 FEET WEST OF THE FENCE,
 EU0072'77 FEET EAST OF A POWER POLE, 21.6 FEET WEST OF A METAL WITNESS
 EU0072'POST AND ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 EU0072
 EU0072                          STATION RECOVERY (1981)
 EU0072
 EU0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0072'3.1 KM (1.95 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0072'ROAD OVERPASS IN YUCCA, IN TOP OF A GRANITE OUTCROP AT THE NORTH END
 EU0072'OF A REST AREA BETWEEN TWO DRY WASHES, 41.1 METERS (135 FT) WEST OF
 EU0072'THE CENTERLINE OF THE WEST BOUND LANES, 19.7 METERS (64.5 FT) EAST OF
 EU0072'THE RIGHT OF WAY FENCE.
 EU0072'THE MARK IS 6.6 METERS  W FROM A WITNESS POST.
 EU0072'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0582 ***********************************************************************
 FR0582  DESIGNATION -  F 392
 FR0582  PID         -  FR0582
 FR0582  STATE/COUNTY-  AZ/MOHAVE
 FR0582  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0582
 FR0582                         *CURRENT SURVEY CONTROL
 FR0582  ___________________________________________________________________
 FR0582* NAD 83(1986)-  35 09 41.     (N)    113 33 52.     (W)     SCALED    
 FR0582* NAVD 88     -      1204.110  (meters)    3950.48   (feet)  POSTED    
 FR0582  ___________________________________________________________________
 FR0582  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FR0582  DYNAMIC HT  -        1202.620 (meters)    3945.60  (feet)  COMP
 FR0582  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 FR0582
 FR0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0582
 FR0582.The horizontal coordinates were scaled from a topographic map and have
 FR0582.an estimated accuracy of +/- 6 seconds.
 FR0582
 FR0582.The orthometric height was determined by differential leveling
 FR0582.and adjusted by the  in 1992.
 FR0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0582.rate of 0.0 thru 1.0 mm/km.
 FR0582
 FR0582.The geoid height was determined by GEOID03.
 FR0582
 FR0582.The dynamic height is computed by dividing the NAVD 88
 FR0582.geopotential number by the normal gravity value computed on the
 FR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0582.degrees latitude (g = 980.6199 gals.).
 FR0582
 FR0582.The modeled gravity was interpolated from observed gravity values.
 FR0582
 FR0582;                    North         East    Units  Estimated Accuracy
 FR0582;SPC AZ W     -   461,510.      230,270.      MT  (+/- 180 meters Scaled)
 FR0582
 FR0582                          SUPERSEDED SURVEY CONTROL
 FR0582
 FR0582  NGVD 29 (??/??/92) 1203.287  (m)         3947.78   (f) ADJ UNCH    2 0
 FR0582
 FR0582.Superseded values are not recommended for survey control.
 FR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0582.See file dsdata.txt to determine how the superseded data were derived.
 FR0582
 FR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD664939(NAD 83)
 FR0582_MARKER: DB = BENCH MARK DISK
 FR0582_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0582_SP_SET: UNSPEC ROCK
 FR0582_STAMPING: F 392 1962
 FR0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0582
 FR0582  HISTORY     - Date     Condition        Report By
 FR0582  HISTORY     - 1962     MONUMENTED       CGS
 FR0582
 FR0582                          STATION DESCRIPTION
 FR0582
 FR0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0582'33.5 MI NE FROM KINGMAN.
 FR0582'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0582'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0582'ROAD NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY
 FR0582'ROAD TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 4.4
 FR0582'MILES EAST ALONG THE DIRT ROAD, AT AN EAST-WEST FENCE LINE, NEAR A
 FR0582'GATE AND FENCE CORNER NORTH OF THE ROAD, AND ABOUT 0.05 MILE SOUTHEAST
 FR0582'OF A PIPE FENCE AROUND A PIPE LINE VALVE, 105 FEET NORTH OF THE CENTER
 FR0582'OF THE ROAD, 173 FEET EAST OF THE FENCE CORNER AND GATE, 9 FEET NORTH
 FR0582'OF THE FENCE, 9.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN TOP
 FR0582'OF A 2 BY 2 FOOT ROCK WHICH PROJECTS 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0450 ***********************************************************************
 FR0450  DESIGNATION -  F 393
 FR0450  PID         -  FR0450
 FR0450  STATE/COUNTY-  AZ/YAVAPAI
 FR0450  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0450
 FR0450                         *CURRENT SURVEY CONTROL
 FR0450  ___________________________________________________________________
 FR0450* NAD 83(1986)-  35 14 14.     (N)    113 12 38.     (W)     SCALED    
 FR0450* NAVD 88     -      1602.803  (meters)    5258.53   (feet)  POSTED    
 FR0450  ___________________________________________________________________
 FR0450  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FR0450  DYNAMIC HT  -        1600.680 (meters)    5251.56  (feet)  COMP
 FR0450  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 FR0450
 FR0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0450
 FR0450.The horizontal coordinates were scaled from a topographic map and have
 FR0450.an estimated accuracy of +/- 6 seconds.
 FR0450
 FR0450.The orthometric height was determined by differential leveling
 FR0450.and adjusted by the  in 1992.
 FR0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0450.rate of 0.0 thru 1.0 mm/km.
 FR0450
 FR0450.The geoid height was determined by GEOID03.
 FR0450
 FR0450.The dynamic height is computed by dividing the NAVD 88
 FR0450.geopotential number by the normal gravity value computed on the
 FR0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0450.degrees latitude (g = 980.6199 gals.).
 FR0450
 FR0450.The modeled gravity was interpolated from observed gravity values.
 FR0450
 FR0450;                    North         East    Units  Estimated Accuracy
 FR0450;SPC AZ C     -   470,660.       95,590.      MT  (+/- 180 meters Scaled)
 FR0450
 FR0450                          SUPERSEDED SURVEY CONTROL
 FR0450
 FR0450  NGVD 29 (??/??/92) 1601.894  (m)         5255.55   (f) ADJ UNCH    2 0
 FR0450
 FR0450.Superseded values are not recommended for survey control.
 FR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0450.See file dsdata.txt to determine how the superseded data were derived.
 FR0450
 FR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE988015(NAD 83)
 FR0450_MARKER: DB = BENCH MARK DISK
 FR0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0450_STAMPING: F 393 1962
 FR0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0450+STABILITY: SURFACE MOTION
 FR0450
 FR0450  HISTORY     - Date     Condition        Report By
 FR0450  HISTORY     - 1962     MONUMENTED       CGS
 FR0450
 FR0450                          STATION DESCRIPTION
 FR0450
 FR0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0450'22.0 MI W FROM SELIGMAN.
 FR0450'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0450'ITS STATION AT SELIGMAN, THENCE 19.0 MILES WEST ALONG A GRAVEL ROAD,
 FR0450'29 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 72 FEET NORTH OF THE
 FR0450'PIPE LINE, 3.1 FEET NORTH OF A METAL WITNESS POST, AND IS ABOUT LEVEL
 FR0450'WITH THE ROAD, AND IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FR0450'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0227 ***********************************************************************
 FR0227  DESIGNATION -  F 394
 FR0227  PID         -  FR0227
 FR0227  STATE/COUNTY-  AZ/YAVAPAI
 FR0227  USGS QUAD   -  CROOKTON (1973)
 FR0227
 FR0227                         *CURRENT SURVEY CONTROL
 FR0227  ___________________________________________________________________
 FR0227* NAD 83(1986)-  35 16 49.     (N)    112 42 23.     (W)     SCALED    
 FR0227* NAVD 88     -      1770.933  (meters)    5810.14   (feet)  ADJUSTED  
 FR0227  ___________________________________________________________________
 FR0227  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FR0227  DYNAMIC HT  -        1768.535 (meters)    5802.27  (feet)  COMP
 FR0227  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 FR0227
 FR0227  VERT ORDER  -  FIRST     CLASS II
 FR0227
 FR0227.The horizontal coordinates were scaled from a topographic map and have
 FR0227.an estimated accuracy of +/- 6 seconds.
 FR0227
 FR0227.The orthometric height was determined by differential leveling
 FR0227.and adjusted in June 1991.
 FR0227
 FR0227.The geoid height was determined by GEOID03.
 FR0227
 FR0227.The dynamic height is computed by dividing the NAVD 88
 FR0227.geopotential number by the normal gravity value computed on the
 FR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0227.degrees latitude (g = 980.6199 gals.).
 FR0227
 FR0227.The modeled gravity was interpolated from observed gravity values.
 FR0227
 FR0227;                    North         East    Units  Estimated Accuracy
 FR0227;SPC AZ C     -   474,950.      141,520.      MT  (+/- 180 meters Scaled)
 FR0227
 FR0227                          SUPERSEDED SURVEY CONTROL
 FR0227
 FR0227  NGVD 29 (??/??/92) 1769.981  (m)         5807.01   (f) ADJ UNCH    1 2
 FR0227
 FR0227.Superseded values are not recommended for survey control.
 FR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0227.See file dsdata.txt to determine how the superseded data were derived.
 FR0227
 FR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE448054(NAD 83)
 FR0227_MARKER: DB = BENCH MARK DISK
 FR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0227_STAMPING: F 394 1962
 FR0227_MARK LOGO: CGS   
 FR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0227+STABILITY: SURFACE MOTION
 FR0227
 FR0227  HISTORY     - Date     Condition        Report By
 FR0227  HISTORY     - 1962     MONUMENTED       CGS
 FR0227  HISTORY     - 1982     GOOD             NGS
 FR0227
 FR0227                          STATION DESCRIPTION
 FR0227
 FR0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0227'10.4 MI E FROM SELIGMAN.
 FR0227'10.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0227'SANTA FE RAILWAY STATION AT SELIGMAN, AT THE JUNCTION OF A DIRT ROAD
 FR0227'SOUTH, 90 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 66, 15 FEET EAST OF
 FR0227'THE CENTER OF A CATTLE GUARD, 3 FEET NORTH OF A FENCE, 3.1 FEET WEST
 FR0227'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 FR0227'AND IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0227
 FR0227                          STATION RECOVERY (1982)
 FR0227
 FR0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0466 ***********************************************************************
 DV0466  DESIGNATION -  F 395
 DV0466  PID         -  DV0466
 DV0466  STATE/COUNTY-  AZ/MARICOPA
 DV0466  USGS QUAD   -  FOWLER (1982)
 DV0466
 DV0466                         *CURRENT SURVEY CONTROL
 DV0466  ___________________________________________________________________
 DV0466* NAD 83(1986)-  33 25 23.     (N)    112 10 09.     (W)     SCALED    
 DV0466* NAVD 88     -       312.76   (+/-2cm)    1026.1    (feet)  VERTCON   
 DV0466  ___________________________________________________________________
 DV0466  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0466
 DV0466.The horizontal coordinates were scaled from a topographic map and have
 DV0466.an estimated accuracy of +/- 6 seconds.
 DV0466
 DV0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0466.The vertical order pertains to the NGVD 29 superseded value.
 DV0466
 DV0466.The geoid height was determined by GEOID03.
 DV0466
 DV0466;                    North         East    Units  Estimated Accuracy
 DV0466;SPC AZ C     -   268,700.      189,880.      MT  (+/- 180 meters Scaled)
 DV0466
 DV0466                          SUPERSEDED SURVEY CONTROL
 DV0466
 DV0466  NGVD 29 (??/??/92)  312.127  (m)         1024.04   (f) ADJ UNCH    2 0
 DV0466
 DV0466.Superseded values are not recommended for survey control.
 DV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0466.See file dsdata.txt to determine how the superseded data were derived.
 DV0466
 DV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913987(NAD 83)
 DV0466_MARKER: DB = BENCH MARK DISK
 DV0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0466_STAMPING: F 395 1962
 DV0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0466+STABILITY: SURFACE MOTION
 DV0466
 DV0466  HISTORY     - Date     Condition        Report By
 DV0466  HISTORY     - 1962     MONUMENTED       CGS
 DV0466  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0466  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0466
 DV0466                          STATION DESCRIPTION
 DV0466
 DV0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0466'4.1 MI SW FROM PHOENIX.
 DV0466'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE ARIZONA HIGHWAY
 DV0466'DEPARTMENT DURANGO YARD IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE
 DV0466'SOUTH ALONG SOUTH 27TH AVENUE, THENCE 3.0 MILES WEST ALONG LOWER
 DV0466'BUCKEYE ROAD TO THE JUNCTION OF SOUTH 51ST AVENUE, THENCE ABOUT 100
 DV0466'YARDS NORTH ALONG 51ST AVENUE, AT A FENCE CORNER, 67 FEET NORTH OF THE
 DV0466'NORTHWEST CORNER OF THE RIVERSIDE BAPTIST CHURCH, 36 FEET EAST OF THE
 DV0466'CENTER OF SOUTH 51ST AVENUE, 14 FEET NORTH OF A FENCE CORNER, 2.5 FEET
 DV0466'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0466'AVENUE, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0466
 DV0466                          STATION RECOVERY (1992)
 DV0466
 DV0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0466'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0466
 DV0466                          STATION RECOVERY (2008)
 DV0466
 DV0466'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1114 ***********************************************************************
 DV1114  DESIGNATION -  F 396 15
 DV1114  PID         -  DV1114
 DV1114  STATE/COUNTY-  AZ/LA PAZ
 DV1114  USGS QUAD   -  VICKSBURG (1990)
 DV1114
 DV1114                         *CURRENT SURVEY CONTROL
 DV1114  ___________________________________________________________________
 DV1114* NAD 83(1986)-  33 37 50.     (N)    113 45 57.     (W)     SCALED    
 DV1114* NAVD 88     -       367.42   (+/-2cm)    1205.4    (feet)  VERTCON   
 DV1114  ___________________________________________________________________
 DV1114  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1114
 DV1114.The horizontal coordinates were scaled from a topographic map and have
 DV1114.an estimated accuracy of +/- 6 seconds.
 DV1114
 DV1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1114.The vertical order pertains to the NGVD 29 superseded value.
 DV1114
 DV1114.The geoid height was determined by GEOID03.
 DV1114
 DV1114;                    North         East    Units  Estimated Accuracy
 DV1114;SPC AZ W     -   291,690.      211,890.      MT  (+/- 180 meters Scaled)
 DV1114
 DV1114                          SUPERSEDED SURVEY CONTROL
 DV1114
 DV1114  NGVD 29 (??/??/92)  366.748  (m)         1203.24   (f) ADJ UNCH    2 0
 DV1114
 DV1114.Superseded values are not recommended for survey control.
 DV1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1114.See file dsdata.txt to determine how the superseded data were derived.
 DV1114
 DV1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC434246(NAD 83)
 DV1114_MARKER: DB = BENCH MARK DISK
 DV1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1114_STAMPING: F 396 15 1962
 DV1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1114+STABILITY: SURFACE MOTION
 DV1114
 DV1114  HISTORY     - Date     Condition        Report By
 DV1114  HISTORY     - 1962     MONUMENTED       CGS
 DV1114
 DV1114                          STATION DESCRIPTION
 DV1114
 DV1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1114'9.8 MI SW FROM HOPE.
 DV1114'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1114'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1114'0.10 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1114'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.3 FEET NORTHWEST
 DV1114'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1114'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0246 ***********************************************************************
 CY0246  DESIGNATION -  F 40
 CY0246  PID         -  CY0246
 CY0246  STATE/COUNTY-  AZ/GREENLEE
 CY0246  USGS QUAD   -  GUTHRIE (1986)
 CY0246
 CY0246                         *CURRENT SURVEY CONTROL
 CY0246  ___________________________________________________________________
 CY0246* NAD 83(1986)-  32 57 53.     (N)    109 18 32.     (W)     SCALED    
 CY0246* NAVD 88     -      1028.657  (meters)    3374.85   (feet)  ADJUSTED  
 CY0246  ___________________________________________________________________
 CY0246  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CY0246  DYNAMIC HT  -        1027.202 (meters)    3370.08  (feet)  COMP
 CY0246  MODELED GRAV-     979,190.1   (mgal)                       NAVD 88
 CY0246
 CY0246  VERT ORDER  -  SECOND    CLASS 0
 CY0246
 CY0246.The horizontal coordinates were scaled from a topographic map and have
 CY0246.an estimated accuracy of +/- 6 seconds.
 CY0246
 CY0246.The orthometric height was determined by differential leveling
 CY0246.and adjusted in June 1991.
 CY0246
 CY0246.The geoid height was determined by GEOID03.
 CY0246
 CY0246.The dynamic height is computed by dividing the NAVD 88
 CY0246.geopotential number by the normal gravity value computed on the
 CY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0246.degrees latitude (g = 980.6199 gals.).
 CY0246
 CY0246.The modeled gravity was interpolated from observed gravity values.
 CY0246
 CY0246;                    North         East    Units  Estimated Accuracy
 CY0246;SPC AZ E     -   218,170.      293,550.      MT  (+/- 180 meters Scaled)
 CY0246
 CY0246                          SUPERSEDED SURVEY CONTROL
 CY0246
 CY0246  NGVD 29 (??/??/92) 1027.962  (m)         3372.57   (f) ADJ UNCH    2 0
 CY0246
 CY0246.Superseded values are not recommended for survey control.
 CY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0246.See file dsdata.txt to determine how the superseded data were derived.
 CY0246
 CY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB580486(NAD 83)
 CY0246_MARKER: DB = BENCH MARK DISK
 CY0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0246_SP_SET: BRIDGE
 CY0246_STAMPING: F 40 1934
 CY0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0246+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2007
 CY0246
 CY0246  HISTORY     - Date     Condition        Report By
 CY0246  HISTORY     - 1934     MONUMENTED       CGS
 CY0246  HISTORY     - 20070922 GOOD             GEOCAC
 CY0246
 CY0246                          STATION DESCRIPTION
 CY0246
 CY0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0246'11.6 MI SW FROM CLIFTON.
 CY0246'11.6 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, IN SOUTH
 CY0246'WEST PIER OF THE GILA RIVER BRIDGE, 24 FT. WEST OF ROCKY BANK, 15 FT.
 CY0246'WEST OF CENTER LINE OF HWY., AND 3 FT. WEST OF GILA RIVER SIGN.
 CY0246
 CY0246                          STATION RECOVERY (2007)
 CY0246
 CY0246'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CY0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0002 ***********************************************************************
 GP0002  DESIGNATION -  F 401
 GP0002  PID         -  GP0002
 GP0002  STATE/COUNTY-  AZ/NAVAJO
 GP0002  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0002
 GP0002                         *CURRENT SURVEY CONTROL
 GP0002  ___________________________________________________________________
 GP0002* NAD 83(1986)-  36 59 16.     (N)    110 10 49.     (W)     SCALED    
 GP0002* NAVD 88     -      1602.421  (meters)    5257.28   (feet)  ADJUSTED  
 GP0002  ___________________________________________________________________
 GP0002  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 GP0002  DYNAMIC HT  -        1600.579 (meters)    5251.23  (feet)  COMP
 GP0002  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 GP0002
 GP0002  VERT ORDER  -  FIRST     CLASS II
 GP0002
 GP0002.The horizontal coordinates were scaled from a topographic map and have
 GP0002.an estimated accuracy of +/- 6 seconds.
 GP0002
 GP0002.The orthometric height was determined by differential leveling
 GP0002.and adjusted in June 1991.
 GP0002.WARNING-Repeat measurements at this control monument indicate possible
 GP0002.vertical movement.
 GP0002
 GP0002.The geoid height was determined by GEOID03.
 GP0002
 GP0002.The dynamic height is computed by dividing the NAVD 88
 GP0002.geopotential number by the normal gravity value computed on the
 GP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0002.degrees latitude (g = 980.6199 gals.).
 GP0002
 GP0002.The modeled gravity was interpolated from observed gravity values.
 GP0002
 GP0002;                    North         East    Units  Estimated Accuracy
 GP0002;SPC AZ E     -   664,110.      212,150.      MT  (+/- 180 meters Scaled)
 GP0002
 GP0002                          SUPERSEDED SURVEY CONTROL
 GP0002
 GP0002  NGVD 29 (??/??/92) 1601.523  (m)         5254.33   (f) ADJ UNCH    1 2
 GP0002
 GP0002.Superseded values are not recommended for survey control.
 GP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0002.See file dsdata.txt to determine how the superseded data were derived.
 GP0002
 GP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF729938(NAD 83)
 GP0002_MARKER: DB = BENCH MARK DISK
 GP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0002_STAMPING: F 401 1962
 GP0002_MARK LOGO: CGS   
 GP0002_PROJECTION: PROJECTING 15 CENTIMETERS
 GP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0002+STABILITY: SURFACE MOTION
 GP0002
 GP0002  HISTORY     - Date     Condition        Report By
 GP0002  HISTORY     - 1962     MONUMENTED       CGS
 GP0002  HISTORY     - 1983     GOOD             NGS
 GP0002
 GP0002                          STATION DESCRIPTION
 GP0002
 GP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0002'3.1 MI S FROM GOULDING TR POST, UT.
 GP0002'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0002'UTAH.  THENCE 1.15 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0002'STATE HIGHWAY 64, 132 FEET WEST OF THE CENTERLINE OF ARIZONA HIGHWAY
 GP0002'64, 20 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 3.5 FEET WEST OF A
 GP0002'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 GP0002'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GP0002
 GP0002                          STATION RECOVERY (1983)
 GP0002
 GP0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0002'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  35.6 KM
 GP0002'(22.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 GP0002'MEXICAN HAT, OR 36.0 KM (22.35 MI) NORTHERLY ALONG U.S. HIGHWAY 163
 GP0002'FROM ITS JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 1.3 KM (0.8 MI)
 GP0002'SOUTHWEST OF THE ARIZONA-UTAH STATE LINE, 0.6 KM (0.35 MI) NORTH OF A
 GP0002'DIRT ROAD CROSSING, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 416, 40.3 METERS
 GP0002'(132.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.3 METERS
 GP0002'(63.3 FT) WEST OF A FENCE, AND 6.1 METERS (20.0 FT) WEST OF THE CENTER
 GP0002'OF A TRACK ROAD.
 GP0002'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0002'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0089 ***********************************************************************
 GP0089  DESIGNATION -  F 402
 GP0089  PID         -  GP0089
 GP0089  STATE/COUNTY-  AZ/COCONINO
 GP0089  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0089
 GP0089                         *CURRENT SURVEY CONTROL
 GP0089  ___________________________________________________________________
 GP0089* NAD 83(1986)-  36 59 37.     (N)    111 21 16.     (W)     SCALED    
 GP0089* NAVD 88     -      1185.020  (meters)    3887.85   (feet)  ADJUSTED  
 GP0089  ___________________________________________________________________
 GP0089  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0089  DYNAMIC HT  -        1183.624 (meters)    3883.27  (feet)  COMP
 GP0089  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 GP0089
 GP0089  VERT ORDER  -  FIRST     CLASS II
 GP0089
 GP0089.The horizontal coordinates were scaled from a topographic map and have
 GP0089.an estimated accuracy of +/- 6 seconds.
 GP0089
 GP0089.The orthometric height was determined by differential leveling
 GP0089.and adjusted in June 1991.
 GP0089
 GP0089.The geoid height was determined by GEOID03.
 GP0089
 GP0089.The dynamic height is computed by dividing the NAVD 88
 GP0089.geopotential number by the normal gravity value computed on the
 GP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0089.degrees latitude (g = 980.6199 gals.).
 GP0089
 GP0089.The modeled gravity was interpolated from observed gravity values.
 GP0089
 GP0089;                    North         East    Units  Estimated Accuracy
 GP0089;SPC AZ C     -   664,910.      263,400.      MT  (+/- 180 meters Scaled)
 GP0089
 GP0089                          SUPERSEDED SURVEY CONTROL
 GP0089
 GP0089  NGVD 29 (??/??/92) 1184.078  (m)         3884.76   (f) ADJ UNCH    1 2
 GP0089
 GP0089.Superseded values are not recommended for survey control.
 GP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0089.See file dsdata.txt to determine how the superseded data were derived.
 GP0089
 GP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF684942(NAD 83)
 GP0089_MARKER: DB = BENCH MARK DISK
 GP0089_SETTING: 66 = SET IN ROCK OUTCROP
 GP0089_SP_SET: ROCK OUTCROP
 GP0089_STAMPING: F 402 1962
 GP0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0089+STABILITY: POSITION/ELEVATION WELL
 GP0089
 GP0089  HISTORY     - Date     Condition        Report By
 GP0089  HISTORY     - 1962     MONUMENTED       CGS
 GP0089
 GP0089                          STATION DESCRIPTION
 GP0089
 GP0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0089'9.8 MI NE FROM PAGE.
 GP0089'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0089'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0089'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0089'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0089'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0089'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 8.4 MILES NORTHEAST
 GP0089'ACROSS COUNTRY.  ABOUT 0.75 MILE SOUTH OF THE SOUTHEAST RIM OF THE
 GP0089'COLORADO RIVER, SET IN THE TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH
 GP0089'THE GROUND, ABOUT 1.0 MILE EAST OF THE EAST END OF A MESA, AND 93.0
 GP0089'FEET NORTH OF A METAL WITNESS POST WHICH IS ON THE NORTH EDGE OF A
 GP0089'SAND DUNE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1257 ***********************************************************************
 DU1257  DESIGNATION -  F 403
 DU1257  PID         -  DU1257
 DU1257  STATE/COUNTY-  AZ/GILA
 DU1257  USGS QUAD   -  GLOBE (1982)
 DU1257
 DU1257                         *CURRENT SURVEY CONTROL
 DU1257  ___________________________________________________________________
 DU1257* NAD 83(1986)-  33 25 06.     (N)    110 49 00.     (W)     SCALED    
 DU1257* NAVD 88     -      1058.799  (meters)    3473.74   (feet)  ADJUSTED  
 DU1257  ___________________________________________________________________
 DU1257  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DU1257  DYNAMIC HT  -        1057.372 (meters)    3469.06  (feet)  COMP
 DU1257  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 DU1257
 DU1257  VERT ORDER  -  FIRST     CLASS II
 DU1257
 DU1257.The horizontal coordinates were scaled from a topographic map and have
 DU1257.an estimated accuracy of +/- 6 seconds.
 DU1257
 DU1257.The orthometric height was determined by differential leveling
 DU1257.and adjusted in June 1991.
 DU1257
 DU1257.The geoid height was determined by GEOID03.
 DU1257
 DU1257.The dynamic height is computed by dividing the NAVD 88
 DU1257.geopotential number by the normal gravity value computed on the
 DU1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1257.degrees latitude (g = 980.6199 gals.).
 DU1257
 DU1257.The modeled gravity was interpolated from observed gravity values.
 DU1257
 DU1257;                    North         East    Units  Estimated Accuracy
 DU1257;SPC AZ E     -   268,330.      152,910.      MT  (+/- 180 meters Scaled)
 DU1257
 DU1257                          SUPERSEDED SURVEY CONTROL
 DU1257
 DU1257.No superseded survey control is available for this station.
 DU1257
 DU1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB170976(NAD 83)
 DU1257_MARKER: DB = BENCH MARK DISK
 DU1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1257_SP_SET: STAINLESS STEEL ROD
 DU1257_STAMPING: F 403 1979
 DU1257_PROJECTION: FLUSH
 DU1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1257_ROD/PIPE-DEPTH: 3.35 meters
 DU1257
 DU1257  HISTORY     - Date     Condition        Report By
 DU1257  HISTORY     - 1979     MONUMENTED       NGS
 DU1257  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 DU1257  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DU1257
 DU1257                          STATION DESCRIPTION
 DU1257
 DU1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1257'3.8 MI NW FROM GLOBE.
 DU1257'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1257'COURTHOUSE IN GLOBE, 101.0 FEET SOUTH OF THE CENTERLINE OF THE
 DU1257'HIGHWAY AND 2.3 FEET EAST OF A POWERLINE POLE NUMBER 2.  NOTE =
 DU1257'REFUSAL WAS REACHED AT 11 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1257'A 4-INCH SCREWPLUG.
 DU1257'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 DU1257'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 DU1257
 DU1257                          STATION RECOVERY (1995)
 DU1257
 DU1257'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1257'MARK NOT FOUND.
 DU1257
 DU1257                          STATION RECOVERY (2006)
 DU1257
 DU1257'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1257'MARK NOT RECOVERED. THERE HAS BEEN CONSTRUCTION AT THIS LOCATION. THE
 DU1257'LOTS HAVE BEEN LEVELED AND ARE MUCH LOWER THAN 6 FT ABOVE THE HIGHWAY.
 DU1257' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0303 ***********************************************************************
 GP0303  DESIGNATION -  F 403
 GP0303  PID         -  GP0303
 GP0303  STATE/COUNTY-  AZ/COCONINO
 GP0303  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0303
 GP0303                         *CURRENT SURVEY CONTROL
 GP0303  ___________________________________________________________________
 GP0303* NAD 83(1986)-  36 39 59.     (N)    111 37 57.     (W)     SCALED    
 GP0303* NAVD 88     -      1817.118  (meters)    5961.66   (feet)  ADJUSTED  
 GP0303  ___________________________________________________________________
 GP0303  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0303  DYNAMIC HT  -        1814.911 (meters)    5954.42  (feet)  COMP
 GP0303  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 GP0303
 GP0303  VERT ORDER  -  FIRST     CLASS II
 GP0303
 GP0303.The horizontal coordinates were scaled from a topographic map and have
 GP0303.an estimated accuracy of +/- 6 seconds.
 GP0303
 GP0303.The orthometric height was determined by differential leveling
 GP0303.and adjusted in June 1991.
 GP0303.WARNING-Repeat measurements at this control monument indicate possible
 GP0303.vertical movement.
 GP0303
 GP0303.The geoid height was determined by GEOID03.
 GP0303
 GP0303.The dynamic height is computed by dividing the NAVD 88
 GP0303.geopotential number by the normal gravity value computed on the
 GP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0303.degrees latitude (g = 980.6199 gals.).
 GP0303
 GP0303.The modeled gravity was interpolated from observed gravity values.
 GP0303
 GP0303;                    North         East    Units  Estimated Accuracy
 GP0303;SPC AZ C     -   628,490.      238,760.      MT  (+/- 180 meters Scaled)
 GP0303
 GP0303                          SUPERSEDED SURVEY CONTROL
 GP0303
 GP0303  NGVD 29 (??/??/92) 1816.125  (m)         5958.40   (f) ADJ UNCH    1 2
 GP0303
 GP0303.Superseded values are not recommended for survey control.
 GP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0303.See file dsdata.txt to determine how the superseded data were derived.
 GP0303
 GP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF434580(NAD 83)
 GP0303_MARKER: DB = BENCH MARK DISK
 GP0303_SETTING: 66 = SET IN ROCK OUTCROP
 GP0303_SP_SET: ROCK OUTCROP
 GP0303_STAMPING: F 403 1962
 GP0303_MARK LOGO: CGS   
 GP0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0303+STABILITY: POSITION/ELEVATION WELL
 GP0303
 GP0303  HISTORY     - Date     Condition        Report By
 GP0303  HISTORY     - 1962     MONUMENTED       CGS
 GP0303  HISTORY     - 1978     GOOD             USGS
 GP0303  HISTORY     - 1983     GOOD             NGS
 GP0303
 GP0303                          STATION DESCRIPTION
 GP0303
 GP0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0303'3.75 MI NE FROM BITTER SPRINGS.
 GP0303'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0303'STATION AT BITTER SPRINGS.  THENCE 3.55 MILES NORTHEAST ALONG U.S.
 GP0303'HIGHWAY 89 LEADING TO PAGE, 129 FEET SOUTHWEST OF THE SOUTHWEST END OF
 GP0303'A HIGHWAY ROCK CUT, 77 FEET NORTHEAST OF THE NORTH CORNER OF A
 GP0303'ROADSIDE TOILET, 44 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GP0303'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0303'ROCK OUTCROP PROJECTING 5 INCHES.
 GP0303
 GP0303                          STATION RECOVERY (1978)
 GP0303
 GP0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0303'CHANGE PRIMARY REFERENCE TO-- 3.55 MILES NE. OF JCT. HWYS 89 AND ALT.
 GP0303'89 NEAR BITTER SPRING ALONG HWY. 89 LEADING TO PAGE.
 GP0303
 GP0303                          STATION RECOVERY (1983)
 GP0303
 GP0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1286 ***********************************************************************
 DU1286  DESIGNATION -  F 404
 DU1286  PID         -  DU1286
 DU1286  STATE/COUNTY-  AZ/GILA
 DU1286  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1286
 DU1286                         *CURRENT SURVEY CONTROL
 DU1286  ___________________________________________________________________
 DU1286* NAD 83(1986)-  33 37 10.     (N)    111 03 27.     (W)     SCALED    
 DU1286* NAVD 88     -       750.019  (meters)    2460.69   (feet)  ADJUSTED  
 DU1286  ___________________________________________________________________
 DU1286  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU1286  DYNAMIC HT  -         749.052 (meters)    2457.51  (feet)  COMP
 DU1286  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 DU1286
 DU1286  VERT ORDER  -  FIRST     CLASS II
 DU1286
 DU1286.The horizontal coordinates were scaled from a topographic map and have
 DU1286.an estimated accuracy of +/- 6 seconds.
 DU1286
 DU1286.The orthometric height was determined by differential leveling
 DU1286.and adjusted in June 1991.
 DU1286
 DU1286.The geoid height was determined by GEOID03.
 DU1286
 DU1286.The dynamic height is computed by dividing the NAVD 88
 DU1286.geopotential number by the normal gravity value computed on the
 DU1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1286.degrees latitude (g = 980.6199 gals.).
 DU1286
 DU1286.The modeled gravity was interpolated from observed gravity values.
 DU1286
 DU1286;                    North         East    Units  Estimated Accuracy
 DU1286;SPC AZ E     -   290,800.      130,700.      MT  (+/- 180 meters Scaled)
 DU1286
 DU1286                          SUPERSEDED SURVEY CONTROL
 DU1286
 DU1286.No superseded survey control is available for this station.
 DU1286
 DU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC946199(NAD 83)
 DU1286_MARKER: DB = BENCH MARK DISK
 DU1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1286_SP_SET: STAINLESS STEEL ROD
 DU1286_STAMPING: F 404 1979
 DU1286_PROJECTION: FLUSH
 DU1286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1286+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1286_ROD/PIPE-DEPTH: 4.27 meters
 DU1286
 DU1286  HISTORY     - Date     Condition        Report By
 DU1286  HISTORY     - 1979     MONUMENTED       NGS
 DU1286  HISTORY     - 19980701 GOOD             AZDT
 DU1286  HISTORY     - 20040403 GOOD             USPSQD
 DU1286  HISTORY     - 20050522 GOOD             USPSQD
 DU1286  HISTORY     - 20050529 GOOD             USPSQD
 DU1286
 DU1286                          STATION DESCRIPTION
 DU1286
 DU1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1286'5.4 MI SE FROM ROOSEVELT.
 DU1286'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1286'THE POST OFFICE IN ROOSEVELT, 99.0 FEET NORTH OF
 DU1286'THE CENTERLINE OF THE HIGHWAY, 1.3 FEET SOUTH OF A FENCE,
 DU1286'NOTE=REFUSAL WAS REACHED AT 14 FEET.  ACCESS TO DISK IS THROUGH A
 DU1286'4-INCH SCREWPLUG.
 DU1286'THE MARK IS 2.1 FT  W FROM A WITNESS POST.
 DU1286'THE MARK IS 9 FT ABOVE THE HIGHWAY.
 DU1286
 DU1286                          STATION RECOVERY (1998)
 DU1286
 DU1286'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1286'RECOVERED AS DESCRIBED.
 DU1286
 DU1286                          STATION RECOVERY (2004)
 DU1286
 DU1286'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1286'RECOVERED   WAY OFF ON COORDINATES.
 DU1286
 DU1286                          STATION RECOVERY (2005)
 DU1286
 DU1286'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1286'DECOVERED AS DESCRIBED.
 DU1286
 DU1286                          STATION RECOVERY (2005)
 DU1286
 DU1286'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0207 ***********************************************************************
 GP0207  DESIGNATION -  F 404
 GP0207  PID         -  GP0207
 GP0207  STATE/COUNTY-  AZ/COCONINO
 GP0207  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0207
 GP0207                         *CURRENT SURVEY CONTROL
 GP0207  ___________________________________________________________________
 GP0207* NAD 83(1986)-  36 40 47.     (N)    111 39 16.     (W)     SCALED    
 GP0207* NAVD 88     -      1452.066  (meters)    4763.99   (feet)  POSTED    
 GP0207  ___________________________________________________________________
 GP0207  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0207  DYNAMIC HT  -        1450.320 (meters)    4758.26  (feet)  COMP
 GP0207  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 GP0207
 GP0207  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0207
 GP0207.The horizontal coordinates were scaled from a topographic map and have
 GP0207.an estimated accuracy of +/- 6 seconds.
 GP0207
 GP0207.The orthometric height was determined by differential leveling
 GP0207.and adjusted by the  in 1992.
 GP0207.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0207.rate of 2.1 thru 3.0 mm/km.
 GP0207
 GP0207.The geoid height was determined by GEOID03.
 GP0207
 GP0207.The dynamic height is computed by dividing the NAVD 88
 GP0207.geopotential number by the normal gravity value computed on the
 GP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0207.degrees latitude (g = 980.6199 gals.).
 GP0207
 GP0207.The modeled gravity was interpolated from observed gravity values.
 GP0207
 GP0207;                    North         East    Units  Estimated Accuracy
 GP0207;SPC AZ C     -   629,960.      236,800.      MT  (+/- 180 meters Scaled)
 GP0207
 GP0207                          SUPERSEDED SURVEY CONTROL
 GP0207
 GP0207  NGVD 29 (??/??/92) 1451.11   (m)         4760.9    (f) COMPUTED    1 2
 GP0207
 GP0207.Superseded values are not recommended for survey control.
 GP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0207.See file dsdata.txt to determine how the superseded data were derived.
 GP0207
 GP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF415595(NAD 83)
 GP0207_MARKER: DB = BENCH MARK DISK
 GP0207_SETTING: 66 = SET IN ROCK OUTCROP
 GP0207_SP_SET: ROCK OUTCROP
 GP0207_STAMPING: F 404 1962
 GP0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0207+STABILITY: POSITION/ELEVATION WELL
 GP0207
 GP0207  HISTORY     - Date     Condition        Report By
 GP0207  HISTORY     - 1962     MONUMENTED       CGS
 GP0207  HISTORY     - 1978     GOOD             USGS
 GP0207  HISTORY     - 19931203 MARK NOT FOUND   USPSQD
 GP0207
 GP0207                          STATION DESCRIPTION
 GP0207
 GP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0207'3.1 MI N FROM BITTER SPRINGS.
 GP0207'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0207'STATION AT BITTER SPRINGS, 119 YARDS (PACED) NORTH OF AN OLD CONCRETE
 GP0207'HIGHWAY MARKER, 175 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 66
 GP0207'FEET EAST OF THE CENTERLINE OF A WASH, 6.0 FEET SOUTHEAST OF A METAL
 GP0207'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 GP0207'ROCK LEDGE OUTCROP.
 GP0207
 GP0207                          STATION RECOVERY (1978)
 GP0207
 GP0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0207'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0207'SPRING, 3.3 MILES N. OF ALONG ALT 89. CHEVRON SERVICE STATION HAS
 GP0207'BEEN REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
 GP0207
 GP0207                          STATION RECOVERY (1993)
 GP0207
 GP0207'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1185 ***********************************************************************
 DU1185  DESIGNATION -  F 405
 DU1185  PID         -  DU1185
 DU1185  STATE/COUNTY-  AZ/GILA
 DU1185  USGS QUAD   -  CHROME BUTTE (1966)
 DU1185
 DU1185                         *CURRENT SURVEY CONTROL
 DU1185  ___________________________________________________________________
 DU1185* NAD 83(1986)-  33 34 28.     (N)    110 39 25.     (W)     SCALED    
 DU1185* NAVD 88     -      1268.291  (meters)    4161.05   (feet)  ADJUSTED  
 DU1185  ___________________________________________________________________
 DU1185  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DU1185  DYNAMIC HT  -        1266.537 (meters)    4155.30  (feet)  COMP
 DU1185  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 DU1185
 DU1185  VERT ORDER  -  FIRST     CLASS II
 DU1185
 DU1185.The horizontal coordinates were scaled from a topographic map and have
 DU1185.an estimated accuracy of +/- 6 seconds.
 DU1185
 DU1185.The orthometric height was determined by differential leveling
 DU1185.and adjusted in June 1991.
 DU1185
 DU1185.The geoid height was determined by GEOID03.
 DU1185
 DU1185.The dynamic height is computed by dividing the NAVD 88
 DU1185.geopotential number by the normal gravity value computed on the
 DU1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1185.degrees latitude (g = 980.6199 gals.).
 DU1185
 DU1185.The modeled gravity was interpolated from observed gravity values.
 DU1185
 DU1185;                    North         East    Units  Estimated Accuracy
 DU1185;SPC AZ E     -   285,560.      167,850.      MT  (+/- 180 meters Scaled)
 DU1185
 DU1185                          SUPERSEDED SURVEY CONTROL
 DU1185
 DU1185.No superseded survey control is available for this station.
 DU1185
 DU1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC318150(NAD 83)
 DU1185_MARKER: DB = BENCH MARK DISK
 DU1185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1185_SP_SET: STAINLESS STEEL ROD
 DU1185_STAMPING: F 405 1979
 DU1185_PROJECTION: FLUSH
 DU1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1185_ROD/PIPE-DEPTH: 3.05 meters
 DU1185
 DU1185  HISTORY     - Date     Condition        Report By
 DU1185  HISTORY     - 1979     MONUMENTED       NGS
 DU1185
 DU1185                          STATION DESCRIPTION
 DU1185
 DU1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1185'15.9 MI NE FROM GLOBE.
 DU1185'15.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1185'COURTHOUSE IN GLOBE, 46.4 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DU1185'OF THE HIGHWAY AND 36.6 FEET EAST OF MILE POST NUMBER 267.
 DU1185'NOTE=REFUSAL WAS REACHED AT 10 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1185'A 4-INCH SCREW PLUG.
 DU1185'THE MARK IS 2.7 FT  S FROM A WITNESS POST.
 DU1185'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0272 ***********************************************************************
 GP0272  DESIGNATION -  F 405
 GP0272  PID         -  GP0272
 GP0272  STATE/COUNTY-  AZ/COCONINO
 GP0272  USGS QUAD   -  FERRY SWALE (1985)
 GP0272
 GP0272                         *CURRENT SURVEY CONTROL
 GP0272  ___________________________________________________________________
 GP0272* NAD 83(1986)-  36 58 53.     (N)    111 32 09.     (W)     SCALED    
 GP0272* NAVD 88     -      1260.966  (meters)    4137.02   (feet)  ADJUSTED  
 GP0272  ___________________________________________________________________
 GP0272  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0272  DYNAMIC HT  -        1259.545 (meters)    4132.36  (feet)  COMP
 GP0272  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 GP0272
 GP0272  VERT ORDER  -  FIRST     CLASS II
 GP0272
 GP0272.The horizontal coordinates were scaled from a topographic map and have
 GP0272.an estimated accuracy of +/- 6 seconds.
 GP0272
 GP0272.The orthometric height was determined by differential leveling
 GP0272.and adjusted in June 1991.
 GP0272.WARNING-Repeat measurements at this control monument indicate possible
 GP0272.vertical movement.
 GP0272
 GP0272.The geoid height was determined by GEOID03.
 GP0272
 GP0272.The dynamic height is computed by dividing the NAVD 88
 GP0272.geopotential number by the normal gravity value computed on the
 GP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0272.degrees latitude (g = 980.6199 gals.).
 GP0272
 GP0272.The modeled gravity was interpolated from observed gravity values.
 GP0272
 GP0272;                    North         East    Units  Estimated Accuracy
 GP0272;SPC AZ C     -   663,470.      247,260.      MT  (+/- 180 meters Scaled)
 GP0272
 GP0272                          SUPERSEDED SURVEY CONTROL
 GP0272
 GP0272  NGVD 29 (??/??/92) 1260.056  (m)         4134.03   (f) ADJ UNCH    1 2
 GP0272
 GP0272.Superseded values are not recommended for survey control.
 GP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0272.See file dsdata.txt to determine how the superseded data were derived.
 GP0272
 GP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF523929(NAD 83)
 GP0272_MARKER: DB = BENCH MARK DISK
 GP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0272_STAMPING: F 405 1962
 GP0272_MARK LOGO: CGS   
 GP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0272+STABILITY: SURFACE MOTION
 GP0272
 GP0272  HISTORY     - Date     Condition        Report By
 GP0272  HISTORY     - 1962     MONUMENTED       CGS
 GP0272  HISTORY     - 1973     GOOD             NGS
 GP0272  HISTORY     - 1983     GOOD             NGS
 GP0272
 GP0272                          STATION DESCRIPTION
 GP0272
 GP0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0272'4.9 MI NW FROM PAGE.
 GP0272'ABOUT 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0272'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.5 MILE WEST OF MILEPOST
 GP0272'NUMBER 554, 0.25 MILE WEST OF A POWER LINE WHICH CROSSES THE HIGHWAY,
 GP0272'97.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.8 FEET SOUTH OF A
 GP0272'FENCE, 2.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 GP0272'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GP0272'1 FOOT.
 GP0272
 GP0272                          STATION RECOVERY (1973)
 GP0272
 GP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GP0272'RECOVERED IN GOOD CONDITION.
 GP0272
 GP0272                          STATION RECOVERY (1983)
 GP0272
 GP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1254 ***********************************************************************
 DU1254  DESIGNATION -  F 406
 DU1254  PID         -  DU1254
 DU1254  STATE/COUNTY-  AZ/NAVAJO
 DU1254  USGS QUAD   -  CANYON DAY (1978)
 DU1254
 DU1254                         *CURRENT SURVEY CONTROL
 DU1254  ___________________________________________________________________
 DU1254* NAD 83(1986)-  33 47 23.     (N)    110 00 03.     (W)     SCALED    
 DU1254* NAVD 88     -      1526.987  (meters)    5009.79   (feet)  ADJUSTED  
 DU1254  ___________________________________________________________________
 DU1254  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 DU1254  DYNAMIC HT  -        1524.771 (meters)    5002.52  (feet)  COMP
 DU1254  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 DU1254
 DU1254  VERT ORDER  -  FIRST     CLASS II
 DU1254
 DU1254.The horizontal coordinates were scaled from a topographic map and have
 DU1254.an estimated accuracy of +/- 6 seconds.
 DU1254
 DU1254.The orthometric height was determined by differential leveling
 DU1254.and adjusted in June 1991.
 DU1254
 DU1254.The geoid height was determined by GEOID03.
 DU1254
 DU1254.The dynamic height is computed by dividing the NAVD 88
 DU1254.geopotential number by the normal gravity value computed on the
 DU1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1254.degrees latitude (g = 980.6199 gals.).
 DU1254
 DU1254.The modeled gravity was interpolated from observed gravity values.
 DU1254
 DU1254;                    North         East    Units  Estimated Accuracy
 DU1254;SPC AZ E     -   309,340.      228,720.      MT  (+/- 180 meters Scaled)
 DU1254
 DU1254                          SUPERSEDED SURVEY CONTROL
 DU1254
 DU1254.No superseded survey control is available for this station.
 DU1254
 DU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC924392(NAD 83)
 DU1254_MARKER: DB = BENCH MARK DISK
 DU1254_SETTING: 66 = SET IN ROCK OUTCROP
 DU1254_SP_SET: ROCK OUTCROP
 DU1254_STAMPING: F 406 1979
 DU1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1254+STABILITY: POSITION/ELEVATION WELL
 DU1254
 DU1254  HISTORY     - Date     Condition        Report By
 DU1254  HISTORY     - 1979     MONUMENTED       NGS
 DU1254
 DU1254                          STATION DESCRIPTION
 DU1254
 DU1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1254'3.7 MI SW FROM WHITERIVER.
 DU1254'3.7 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1254'HEADQUARTERS IN WHITERIVER AND THENCE 0.5 MILE SOUTHEASTERLY ALONG
 DU1254'A PAVED ROAD LEADING TO FORT APACHE, 200.8 FEET SOUTH OF THE
 DU1254'CENTERLINE OF THE HIGHWAY, 82.4 FEET NORTHEAST OF AND ACROSS THE
 DU1254'HIGHWAY FROM UTILITY POLE 24R7 WITH 2 GUY WIRES, 69.6 FEET SOUTHWEST
 DU1254'OF A STONE AND BARBED WIRE FENCE AND 31.8 FEET NORTHEAST OF THE
 DU1254'CENTERLINE OF THE PAVED ROAD.
 DU1254'THE MARK IS 0.9 FT  E FROM A WITNESS POST.
 DU1254'THE MARK IS 3 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1221 ***********************************************************************
 DU1221  DESIGNATION -  F 407
 DU1221  PID         -  DU1221
 DU1221  STATE/COUNTY-  AZ/GILA
 DU1221  USGS QUAD   -  CARRIZO (1978)
 DU1221
 DU1221                         *CURRENT SURVEY CONTROL
 DU1221  ___________________________________________________________________
 DU1221* NAD 83(1986)-  33 54 09.     (N)    110 21 55.     (W)     SCALED    
 DU1221* NAVD 88     -      1734.752  (meters)    5691.43   (feet)  ADJUSTED  
 DU1221  ___________________________________________________________________
 DU1221  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DU1221  DYNAMIC HT  -        1732.279 (meters)    5683.32  (feet)  COMP
 DU1221  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 DU1221
 DU1221  VERT ORDER  -  FIRST     CLASS II
 DU1221
 DU1221.The horizontal coordinates were scaled from a topographic map and have
 DU1221.an estimated accuracy of +/- 6 seconds.
 DU1221
 DU1221.The orthometric height was determined by differential leveling
 DU1221.and adjusted in June 1991.
 DU1221
 DU1221.The geoid height was determined by GEOID03.
 DU1221
 DU1221.The dynamic height is computed by dividing the NAVD 88
 DU1221.geopotential number by the normal gravity value computed on the
 DU1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1221.degrees latitude (g = 980.6199 gals.).
 DU1221
 DU1221.The modeled gravity was interpolated from observed gravity values.
 DU1221
 DU1221;                    North         East    Units  Estimated Accuracy
 DU1221;SPC AZ E     -   321,860.      194,990.      MT  (+/- 180 meters Scaled)
 DU1221
 DU1221                          SUPERSEDED SURVEY CONTROL
 DU1221
 DU1221.No superseded survey control is available for this station.
 DU1221
 DU1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC586515(NAD 83)
 DU1221_MARKER: DB = BENCH MARK DISK
 DU1221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1221_SP_SET: STAINLESS STEEL ROD
 DU1221_STAMPING: F 407 1979
 DU1221_PROJECTION: FLUSH
 DU1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1221_ROD/PIPE-DEPTH: 4.27 meters
 DU1221
 DU1221  HISTORY     - Date     Condition        Report By
 DU1221  HISTORY     - 1979     MONUMENTED       NGS
 DU1221
 DU1221                          STATION DESCRIPTION
 DU1221
 DU1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1221'50.8 MI NE FROM GLOBE.
 DU1221'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1221'IN THE SALT RIVER CANYON, 89.3 FEET WEST OF AND ACROSS THE HIGHWAY
 DU1221'FROM A GUARD RAIL, 71.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1221'AND 70.8 FEET SOUTH OF THE CENTER OF A PAVED ROAD LEADING EAST.
 DU1221'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES FROM THE GILA COUNTY
 DU1221'COURTHOUSE IN GLOBE.  REFUSAL WAS REACHED AT 14 FEET.  ACCESS TO THE
 DU1221'DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1221'THE MARK IS 1.9 FT  NW FROM A WITNESS POST.
 DU1221'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0322 ***********************************************************************
 ER0322  DESIGNATION -  F 408
 ER0322  PID         -  ER0322
 ER0322  STATE/COUNTY-  AZ/NAVAJO
 ER0322  USGS QUAD   -  INDIAN PINE (1977)
 ER0322
 ER0322                         *CURRENT SURVEY CONTROL
 ER0322  ___________________________________________________________________
 ER0322* NAD 83(1986)-  34 00 06.     (N)    109 54 18.     (W)     SCALED    
 ER0322* NAVD 88     -      1897.906  (meters)    6226.71   (feet)  ADJUSTED  
 ER0322  ___________________________________________________________________
 ER0322  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ER0322  DYNAMIC HT  -        1895.039 (meters)    6217.31  (feet)  COMP
 ER0322  MODELED GRAV-     979,058.2   (mgal)                       NAVD 88
 ER0322
 ER0322  VERT ORDER  -  FIRST     CLASS II
 ER0322
 ER0322.The horizontal coordinates were scaled from a topographic map and have
 ER0322.an estimated accuracy of +/- 6 seconds.
 ER0322
 ER0322.The orthometric height was determined by differential leveling
 ER0322.and adjusted in June 1991.
 ER0322
 ER0322.The geoid height was determined by GEOID03.
 ER0322
 ER0322.The dynamic height is computed by dividing the NAVD 88
 ER0322.geopotential number by the normal gravity value computed on the
 ER0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0322.degrees latitude (g = 980.6199 gals.).
 ER0322
 ER0322.The modeled gravity was interpolated from observed gravity values.
 ER0322
 ER0322;                    North         East    Units  Estimated Accuracy
 ER0322;SPC AZ E     -   332,870.      237,530.      MT  (+/- 180 meters Scaled)
 ER0322
 ER0322                          SUPERSEDED SURVEY CONTROL
 ER0322
 ER0322.No superseded survey control is available for this station.
 ER0322
 ER0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC011628(NAD 83)
 ER0322_MARKER: DB = BENCH MARK DISK
 ER0322_SETTING: 66 = SET IN ROCK OUTCROP
 ER0322_SP_SET: ROCK OUTCROP
 ER0322_STAMPING: F 408 1979
 ER0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0322+STABILITY: POSITION/ELEVATION WELL
 ER0322
 ER0322  HISTORY     - Date     Condition        Report By
 ER0322  HISTORY     - 1979     MONUMENTED       NGS
 ER0322
 ER0322                          STATION DESCRIPTION
 ER0322
 ER0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0322'9.5 MI SW FROM MCNARY.
 ER0322'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0322'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 6.15 MILES
 ER0322'SOUTH ALONG STATE HIGHWAY 73, 0.4 MILE NORTH OF HIGHWAY MILE MARKER
 ER0322'352, 55 FEET EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE EAST
 ER0322'LEG OF A SIGN (NO PASSING ZONE) AND 26.9 FEET EAST OF THE CENTERLINE
 ER0322'OF THE HIGHWAY.
 ER0322'THE MARK IS 2.4 FT  SSE FROM A WITNESS POST.
 ER0322'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0467 ***********************************************************************
 DT0467  DESIGNATION -  F 409
 DT0467  PID         -  DT0467
 DT0467  STATE/COUNTY-  AZ/APACHE
 DT0467  USGS QUAD   -  NUTRIOSO (1991)
 DT0467
 DT0467                         *CURRENT SURVEY CONTROL
 DT0467  ___________________________________________________________________
 DT0467* NAD 83(1986)-  33 54 30.     (N)    109 10 00.     (W)     SCALED    
 DT0467* NAVD 88     -      2526.686  (meters)    8289.64   (feet)  ADJUSTED  
 DT0467  ___________________________________________________________________
 DT0467  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0467  DYNAMIC HT  -        2522.503 (meters)    8275.91  (feet)  COMP
 DT0467  MODELED GRAV-     978,889.3   (mgal)                       NAVD 88
 DT0467
 DT0467  VERT ORDER  -  FIRST     CLASS II
 DT0467
 DT0467.The horizontal coordinates were scaled from a topographic map and have
 DT0467.an estimated accuracy of +/- 6 seconds.
 DT0467
 DT0467.The orthometric height was determined by differential leveling
 DT0467.and adjusted in June 1991.
 DT0467
 DT0467.The geoid height was determined by GEOID03.
 DT0467
 DT0467.The dynamic height is computed by dividing the NAVD 88
 DT0467.geopotential number by the normal gravity value computed on the
 DT0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0467.degrees latitude (g = 980.6199 gals.).
 DT0467
 DT0467.The modeled gravity was interpolated from observed gravity values.
 DT0467
 DT0467;                    North         East    Units  Estimated Accuracy
 DT0467;SPC AZ E     -   322,940.      305,840.      MT  (+/- 180 meters Scaled)
 DT0467
 DT0467                          SUPERSEDED SURVEY CONTROL
 DT0467
 DT0467.No superseded survey control is available for this station.
 DT0467
 DT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC694535(NAD 83)
 DT0467_MARKER: DB = BENCH MARK DISK
 DT0467_SETTING: 66 = SET IN ROCK OUTCROP
 DT0467_SP_SET: ROCK OUTCROP
 DT0467_STAMPING: F 409 1980
 DT0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0467+STABILITY: POSITION/ELEVATION WELL
 DT0467
 DT0467  HISTORY     - Date     Condition        Report By
 DT0467  HISTORY     - 1980     MONUMENTED       NGS
 DT0467  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0467
 DT0467                          STATION DESCRIPTION
 DT0467
 DT0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0467'6.6 KM SE FROM NUTRIOSO.
 DT0467'6.6 KM (4.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0467'POST OFFICE IN NUTRIOSO, 0.6 KM (0.4 MI) SOUTHEAST OF A SIDE
 DT0467'ROAD LEADING NORTHEAST, 1.4 KM (0.9 MI) NORTHWEST OF MILE
 DT0467'POST 422, 30.4 METERS (99.6 FT) SOUTHWEST OF A FENCE, 18.0 METERS
 DT0467'(59.1 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM A GUARD RAIL AND 11.3
 DT0467'METERS (37.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DT0467'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DT0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0467
 DT0467                          STATION RECOVERY (2005)
 DT0467
 DT0467'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0467'MARK NOT FOUND. HIGHWAY IS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0213 ***********************************************************************
 DT0213  DESIGNATION -  F 41
 DT0213  PID         -  DT0213
 DT0213  STATE/COUNTY-  AZ/APACHE
 DT0213  USGS QUAD   -  NUTRIOSO (1991)
 DT0213
 DT0213                         *CURRENT SURVEY CONTROL
 DT0213  ___________________________________________________________________
 DT0213* NAD 83(1986)-  33 54 06.     (N)    109 09 33.     (W)     SCALED    
 DT0213* NAVD 88     -      2577.755  (meters)    8457.18   (feet)  ADJUSTED  
 DT0213  ___________________________________________________________________
 DT0213  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0213  DYNAMIC HT  -        2573.477 (meters)    8443.15  (feet)  COMP
 DT0213  MODELED GRAV-     978,883.2   (mgal)                       NAVD 88
 DT0213
 DT0213  VERT ORDER  -  FIRST     CLASS II
 DT0213
 DT0213.The horizontal coordinates were scaled from a topographic map and have
 DT0213.an estimated accuracy of +/- 6 seconds.
 DT0213
 DT0213.The orthometric height was determined by differential leveling
 DT0213.and adjusted in June 1991.
 DT0213
 DT0213.The geoid height was determined by GEOID03.
 DT0213
 DT0213.The dynamic height is computed by dividing the NAVD 88
 DT0213.geopotential number by the normal gravity value computed on the
 DT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0213.degrees latitude (g = 980.6199 gals.).
 DT0213
 DT0213.The modeled gravity was interpolated from observed gravity values.
 DT0213
 DT0213;                    North         East    Units  Estimated Accuracy
 DT0213;SPC AZ E     -   322,210.      306,540.      MT  (+/- 180 meters Scaled)
 DT0213
 DT0213                          SUPERSEDED SURVEY CONTROL
 DT0213
 DT0213  NGVD 29 (??/??/92) 2576.623  (m)         8453.47   (f) ADJ UNCH    1 2
 DT0213
 DT0213.Superseded values are not recommended for survey control.
 DT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0213.See file dsdata.txt to determine how the superseded data were derived.
 DT0213
 DT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC702527(NAD 83)
 DT0213_MARKER: DB = BENCH MARK DISK
 DT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0213_STAMPING: F 41 1934
 DT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0213+STABILITY: SURFACE MOTION
 DT0213
 DT0213  HISTORY     - Date     Condition        Report By
 DT0213  HISTORY     - 1934     MONUMENTED       CGS
 DT0213  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0213
 DT0213                          STATION DESCRIPTION
 DT0213
 DT0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0213'4.5 MI NW FROM ALPINE.
 DT0213'4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 260 AND 666 FROM ALPINE, APACHE
 DT0213'COUNTY, 4.6 MILES SOUTHEAST OF NUTRIOSO, 0.3 MILE WEST OF  A CATTLE
 DT0213'GUARD AND FENCE LINE, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DT0213'AND 12 FEET EAST OF A SMALL WASH.  A STANDARD DISK, STAMPED F 41 1934
 DT0213'AND SET IN THE TOP OF A CONCRETE POST.
 DT0213
 DT0213                          STATION RECOVERY (1980)
 DT0213
 DT0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0213'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0341 ***********************************************************************
 ER0341  DESIGNATION -  F 410
 ER0341  PID         -  ER0341
 ER0341  STATE/COUNTY-  AZ/APACHE
 ER0341  USGS QUAD   -  MC NARY (1985)
 ER0341
 ER0341                         *CURRENT SURVEY CONTROL
 ER0341  ___________________________________________________________________
 ER0341* NAD 83(1986)-  34 04 31.     (N)    109 47 16.     (W)     SCALED    
 ER0341* NAVD 88     -      2322.120  (meters)    7618.49   (feet)  ADJUSTED  
 ER0341  ___________________________________________________________________
 ER0341  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 ER0341  DYNAMIC HT  -        2318.462 (meters)    7606.49  (feet)  COMP
 ER0341  MODELED GRAV-     978,976.8   (mgal)                       NAVD 88
 ER0341
 ER0341  VERT ORDER  -  FIRST     CLASS II
 ER0341
 ER0341.The horizontal coordinates were scaled from a topographic map and have
 ER0341.an estimated accuracy of +/- 6 seconds.
 ER0341
 ER0341.The orthometric height was determined by differential leveling
 ER0341.and adjusted in June 1991.
 ER0341
 ER0341.The geoid height was determined by GEOID03.
 ER0341
 ER0341.The dynamic height is computed by dividing the NAVD 88
 ER0341.geopotential number by the normal gravity value computed on the
 ER0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0341.degrees latitude (g = 980.6199 gals.).
 ER0341
 ER0341.The modeled gravity was interpolated from observed gravity values.
 ER0341
 ER0341;                    North         East    Units  Estimated Accuracy
 ER0341;SPC AZ E     -   341,070.      248,330.      MT  (+/- 180 meters Scaled)
 ER0341
 ER0341                          SUPERSEDED SURVEY CONTROL
 ER0341
 ER0341.No superseded survey control is available for this station.
 ER0341
 ER0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC118711(NAD 83)
 ER0341_MARKER: I = METAL ROD
 ER0341_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0341+WITH SETTING: INFORMATION.
 ER0341_SP_SET: SHALLOW SET METAL ROD
 ER0341_STAMPING: F 410 1980
 ER0341_PROJECTION: FLUSH
 ER0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0341_ROD/PIPE-DEPTH: 1.5  meters
 ER0341
 ER0341  HISTORY     - Date     Condition        Report By
 ER0341  HISTORY     - 1980     MONUMENTED       NGS
 ER0341  HISTORY     - 20050729 GOOD             USPSQD
 ER0341
 ER0341                          STATION DESCRIPTION
 ER0341
 ER0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0341'6.5 KM EAST FROM MCNARY.
 ER0341'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0341'OFFICE IN MCNARY, THENCE 6.4 KM (4.0 MI) EAST ALONG STATE
 ER0341'HIGHWAY 260, 1.1 KM (0.7 MI) EAST OF A GRAVEL ROAD LEADING
 ER0341'NORTH-NORTHEAST, 0.6 KM (0.35 MI) WEST OF MILE POST 365,
 ER0341'29.7 METERS (97.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.6
 ER0341'METERS (1.9 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 1.5
 ER0341'METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ER0341'LOGO CAP.
 ER0341'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 ER0341'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 ER0341
 ER0341                          STATION RECOVERY (2005)
 ER0341
 ER0341'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0361 ***********************************************************************
 ER0361  DESIGNATION -  F 411
 ER0361  PID         -  ER0361
 ER0361  STATE/COUNTY-  AZ/APACHE
 ER0361  USGS QUAD   -  GREER (1969)
 ER0361
 ER0361                         *CURRENT SURVEY CONTROL
 ER0361  ___________________________________________________________________
 ER0361* NAD 83(1986)-  34 04 23.     (N)    109 28 48.     (W)     SCALED    
 ER0361* NAVD 88     -      2560.420  (meters)    8400.31   (feet)  ADJUSTED  
 ER0361  ___________________________________________________________________
 ER0361  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ER0361  DYNAMIC HT  -        2556.259 (meters)    8386.66  (feet)  COMP
 ER0361  MODELED GRAV-     978,917.5   (mgal)                       NAVD 88
 ER0361
 ER0361  VERT ORDER  -  FIRST     CLASS II
 ER0361
 ER0361.The horizontal coordinates were scaled from a topographic map and have
 ER0361.an estimated accuracy of +/- 6 seconds.
 ER0361
 ER0361.The orthometric height was determined by differential leveling
 ER0361.and adjusted in June 1991.
 ER0361
 ER0361.The geoid height was determined by GEOID03.
 ER0361
 ER0361.The dynamic height is computed by dividing the NAVD 88
 ER0361.geopotential number by the normal gravity value computed on the
 ER0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0361.degrees latitude (g = 980.6199 gals.).
 ER0361
 ER0361.The modeled gravity was interpolated from observed gravity values.
 ER0361
 ER0361;                    North         East    Units  Estimated Accuracy
 ER0361;SPC AZ E     -   340,970.      276,740.      MT  (+/- 180 meters Scaled)
 ER0361
 ER0361                          SUPERSEDED SURVEY CONTROL
 ER0361
 ER0361.No superseded survey control is available for this station.
 ER0361
 ER0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC402712(NAD 83)
 ER0361_MARKER: I = METAL ROD
 ER0361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0361+WITH SETTING: INFORMATION.
 ER0361_SP_SET: SHALLOW SET METAL ROD
 ER0361_STAMPING: F 411 1980
 ER0361_PROJECTION: FLUSH
 ER0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0361_ROD/PIPE-DEPTH: 1.5  meters
 ER0361
 ER0361  HISTORY     - Date     Condition        Report By
 ER0361  HISTORY     - 1980     MONUMENTED       NGS
 ER0361  HISTORY     - 20050729 GOOD             USPSQD
 ER0361
 ER0361                          STATION DESCRIPTION
 ER0361
 ER0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0361'18.9 KM WEST FROM EAGAR.
 ER0361'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0361'OFFICE IN EAGAR, THENCE 18.7 KM (11.6 MI) WEST ALONG STATE
 ER0361'HIGHWAY 260, 0.5 KM (0.3 MI) SOUTHWEST OF MILE POST 385,
 ER0361'0.5 KM (0.3 MI) SOUTHWEST OF A ROAD LEADING WEST, AT A
 ER0361'TRACK ROAD LEADING NORTH AND NORTHEAST, 28.2 METERS (92.5 FT)
 ER0361'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 14.9 METERS (49.0 FT)
 ER0361'NORTHWEST OF THE CENTER  OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT
 ER0361'1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 ER0361'5-INCH LOGO CAP.
 ER0361'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 ER0361'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 ER0361
 ER0361                          STATION RECOVERY (2005)
 ER0361
 ER0361'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1008 ***********************************************************************
 DV1008  DESIGNATION -  F 413 35
 DV1008  PID         -  DV1008
 DV1008  STATE/COUNTY-  AZ/LA PAZ
 DV1008  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1008
 DV1008                         *CURRENT SURVEY CONTROL
 DV1008  ___________________________________________________________________
 DV1008* NAD 83(1986)-  33 34 54.     (N)    113 25 31.     (W)     SCALED    
 DV1008* NAVD 88     -       431.91   (+/-2cm)    1417.0    (feet)  VERTCON   
 DV1008  ___________________________________________________________________
 DV1008  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1008
 DV1008.The horizontal coordinates were scaled from a topographic map and have
 DV1008.an estimated accuracy of +/- 6 seconds.
 DV1008
 DV1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1008.The vertical order pertains to the NGVD 29 superseded value.
 DV1008
 DV1008.The geoid height was determined by GEOID03.
 DV1008
 DV1008;                    North         East    Units  Estimated Accuracy
 DV1008;SPC AZ W     -   286,310.      243,500.      MT  (+/- 180 meters Scaled)
 DV1008
 DV1008                          SUPERSEDED SURVEY CONTROL
 DV1008
 DV1008  NGVD 29 (??/??/92)  431.236  (m)         1414.81   (f) ADJ UNCH    2 0
 DV1008
 DV1008.Superseded values are not recommended for survey control.
 DV1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1008.See file dsdata.txt to determine how the superseded data were derived.
 DV1008
 DV1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC749184(NAD 83)
 DV1008_MARKER: DB = BENCH MARK DISK
 DV1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1008_STAMPING: F 413 35 1962
 DV1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1008+STABILITY: SURFACE MOTION
 DV1008
 DV1008  HISTORY     - Date     Condition        Report By
 DV1008  HISTORY     - 1962     MONUMENTED       CGS
 DV1008
 DV1008                          STATION DESCRIPTION
 DV1008
 DV1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1008'23.2 MI SE FROM SALOME.
 DV1008'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1008'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1008'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK OF THE ROAD AND GO 3.65
 DV1008'MILES WEST AND SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE
 DV1008'RIGHT FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD
 DV1008'FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK,
 DV1008'THENCE 5.8 MILES EAST-SOUTHEAST ALONG THE BLADED TRACK WHICH IS THE
 DV1008'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET
 DV1008'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1008'PROJECTING 2 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 DV1008'POST OFFICE AT SALOME BY GOING 18.5 MILES SOUTHEAST ALONG AN ASPHALT
 DV1008'PAVED ROAD, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0
 DV1008'MILE WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK
 DV1008'ROAD, THENCE 3.3 WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1008'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1004 ***********************************************************************
 DU1004  DESIGNATION -  F 414
 DU1004  PID         -  DU1004
 DU1004  STATE/COUNTY-  AZ/MARICOPA
 DU1004  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1004
 DU1004                         *CURRENT SURVEY CONTROL
 DU1004  ___________________________________________________________________
 DU1004* NAD 83(1986)-  33 14 16.     (N)    111 56 05.     (W)     SCALED    
 DU1004* NAVD 88     -       353.57   (+/-2cm)    1160.0    (feet)  VERTCON   
 DU1004  ___________________________________________________________________
 DU1004  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DU1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1004
 DU1004.The horizontal coordinates were scaled from a topographic map and have
 DU1004.an estimated accuracy of +/- 6 seconds.
 DU1004
 DU1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1004.The vertical order pertains to the NGVD 29 superseded value.
 DU1004
 DU1004.The geoid height was determined by GEOID03.
 DU1004
 DU1004;                    North         East    Units  Estimated Accuracy
 DU1004;SPC AZ C     -   248,120.      211,680.      MT  (+/- 180 meters Scaled)
 DU1004
 DU1004                          SUPERSEDED SURVEY CONTROL
 DU1004
 DU1004  NGVD 29 (??/??/92)  353.046  (m)         1158.29   (f) ADJ UNCH    2 0
 DU1004
 DU1004.Superseded values are not recommended for survey control.
 DU1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1004.See file dsdata.txt to determine how the superseded data were derived.
 DU1004
 DU1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB129780(NAD 83)
 DU1004_MARKER: DB = BENCH MARK DISK
 DU1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1004_STAMPING: F 414 1962
 DU1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1004+STABILITY: SURFACE MOTION
 DU1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1004+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 DU1004
 DU1004  HISTORY     - Date     Condition        Report By
 DU1004  HISTORY     - 1962     MONUMENTED       CGS
 DU1004  HISTORY     - 20070311 GOOD             GEOCAC
 DU1004
 DU1004                          STATION DESCRIPTION
 DU1004
 DU1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1004'12.4 MI SW FROM CHANDLER.
 DU1004'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1004'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1004'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 3.5 MILES
 DU1004'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1004'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 10 FEET NORTHEAST OF THE CENTER
 DU1004'OF THE TRACK ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 DU1004'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU1004
 DU1004                          STATION RECOVERY (2007)
 DU1004
 DU1004'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1045 ***********************************************************************
 DV1045  DESIGNATION -  F 415 56
 DV1045  PID         -  DV1045
 DV1045  STATE/COUNTY-  AZ/MARICOPA
 DV1045  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1045
 DV1045                         *CURRENT SURVEY CONTROL
 DV1045  ___________________________________________________________________
 DV1045* NAD 83(1986)-  33 31 05.     (N)    113 03 25.     (W)     SCALED    
 DV1045* NAVD 88     -       397.55   (+/-2cm)    1304.3    (feet)  VERTCON   
 DV1045  ___________________________________________________________________
 DV1045  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1045
 DV1045.The horizontal coordinates were scaled from a topographic map and have
 DV1045.an estimated accuracy of +/- 6 seconds.
 DV1045
 DV1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1045.The vertical order pertains to the NGVD 29 superseded value.
 DV1045
 DV1045.The geoid height was determined by GEOID03.
 DV1045
 DV1045;                    North         East    Units  Estimated Accuracy
 DV1045;SPC AZ C     -   279,790.      107,430.      MT  (+/- 180 meters Scaled)
 DV1045
 DV1045                          SUPERSEDED SURVEY CONTROL
 DV1045
 DV1045  NGVD 29 (??/??/92)  396.906  (m)         1302.18   (f) ADJ UNCH    2 0
 DV1045
 DV1045.Superseded values are not recommended for survey control.
 DV1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1045.See file dsdata.txt to determine how the superseded data were derived.
 DV1045
 DV1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC089106(NAD 83)
 DV1045_MARKER: DB = BENCH MARK DISK
 DV1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1045_STAMPING: F 415 56 1962
 DV1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1045+STABILITY: SURFACE MOTION
 DV1045
 DV1045  HISTORY     - Date     Condition        Report By
 DV1045  HISTORY     - 1962     MONUMENTED       CGS
 DV1045
 DV1045                          STATION DESCRIPTION
 DV1045
 DV1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1045'7.55 MI NW FROM TONOPAH.
 DV1045'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1045'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 4.9 MILES
 DV1045'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1045'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL
 DV1045'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0900 ***********************************************************************
 DV0900  DESIGNATION -  F 416 79
 DV0900  PID         -  DV0900
 DV0900  STATE/COUNTY-  AZ/MARICOPA
 DV0900  USGS QUAD   -  BUCKEYE NW (1982)
 DV0900
 DV0900                         *CURRENT SURVEY CONTROL
 DV0900  ___________________________________________________________________
 DV0900* NAD 83(1986)-  33 26 05.     (N)    112 39 21.     (W)     SCALED    
 DV0900* NAVD 88     -       327.43   (+/-2cm)    1074.2    (feet)  VERTCON   
 DV0900  ___________________________________________________________________
 DV0900  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DV0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0900
 DV0900.The horizontal coordinates were scaled from a topographic map and have
 DV0900.an estimated accuracy of +/- 6 seconds.
 DV0900
 DV0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0900.The vertical order pertains to the NGVD 29 superseded value.
 DV0900
 DV0900.The geoid height was determined by GEOID03.
 DV0900
 DV0900;                    North         East    Units  Estimated Accuracy
 DV0900;SPC AZ C     -   270,210.      144,630.      MT  (+/- 180 meters Scaled)
 DV0900
 DV0900                          SUPERSEDED SURVEY CONTROL
 DV0900
 DV0900  NGVD 29 (??/??/92)  326.786  (m)         1072.13   (f) ADJ UNCH    2 0
 DV0900
 DV0900.Superseded values are not recommended for survey control.
 DV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0900.See file dsdata.txt to determine how the superseded data were derived.
 DV0900
 DV0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC460007(NAD 83)
 DV0900_MARKER: DB = BENCH MARK DISK
 DV0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0900_STAMPING: F 416 79 1962
 DV0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0900+STABILITY: SURFACE MOTION
 DV0900
 DV0900  HISTORY     - Date     Condition        Report By
 DV0900  HISTORY     - 1962     MONUMENTED       CGS
 DV0900
 DV0900                          STATION DESCRIPTION
 DV0900
 DV0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0900'8.2 MI NW FROM BUCKEYE.
 DV0900'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0900'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0900'WEST ALONG WEST BROADWAY, THENCE 1.5 MILES NORTH ALONG A GRAVEL ROAD,
 DV0900'THENCE 2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV0900'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET
 DV0900'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV0900'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0845 ***********************************************************************
 CG0845  DESIGNATION -  F 418
 CG0845  PID         -  CG0845
 CG0845  STATE/COUNTY-  AZ/COCHISE
 CG0845  USGS QUAD   -  BENSON (1983)
 CG0845
 CG0845                         *CURRENT SURVEY CONTROL
 CG0845  ___________________________________________________________________
 CG0845* NAD 83(1986)-  31 58 00.     (N)    110 20 11.     (W)     SCALED    
 CG0845* NAVD 88     -      1206.966  (meters)    3959.85   (feet)  ADJUSTED  
 CG0845  ___________________________________________________________________
 CG0845  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0845  DYNAMIC HT  -        1205.153 (meters)    3953.91  (feet)  COMP
 CG0845  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 CG0845
 CG0845  VERT ORDER  -  FIRST     CLASS II
 CG0845
 CG0845.The horizontal coordinates were scaled from a topographic map and have
 CG0845.an estimated accuracy of +/- 6 seconds.
 CG0845
 CG0845.The orthometric height was determined by differential leveling
 CG0845.and adjusted in June 1991.
 CG0845
 CG0845.The geoid height was determined by GEOID03.
 CG0845
 CG0845.The dynamic height is computed by dividing the NAVD 88
 CG0845.geopotential number by the normal gravity value computed on the
 CG0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0845.degrees latitude (g = 980.6199 gals.).
 CG0845
 CG0845.The modeled gravity was interpolated from observed gravity values.
 CG0845
 CG0845;                    North         East    Units  Estimated Accuracy
 CG0845;SPC AZ E     -   107,180.      197,320.      MT  (+/- 180 meters Scaled)
 CG0845
 CG0845                          SUPERSEDED SURVEY CONTROL
 CG0845
 CG0845.No superseded survey control is available for this station.
 CG0845
 CG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA627369(NAD 83)
 CG0845_MARKER: DB = BENCH MARK DISK
 CG0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0845_SP_SET: STAINLESS STEEL ROD
 CG0845_STAMPING: F 418 1979
 CG0845_PROJECTION: FLUSH
 CG0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0845_ROD/PIPE-DEPTH: 7.01 meters
 CG0845
 CG0845  HISTORY     - Date     Condition        Report By
 CG0845  HISTORY     - 1979     MONUMENTED       NGS
 CG0845
 CG0845                          STATION DESCRIPTION
 CG0845
 CG0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0845'1.1 MI WEST FROM BENSON.
 CG0845'1.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0845'OVERPASS AT BENSON, 101 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 CG0845'TRAFFIC LANES, 174 FEET SOUTHWEST OF THE SOUTH I-BEAM SUPPORTING THE
 CG0845'SIGN READING EXIT 303 U. S. 80 TOMBSTONE BISBEE NEXT RIGHT, 110 FEET
 CG0845'SOUTHEAST OF MILE POST 303, 29.5 FEET EAST OF A FENCE CORNER POST IN
 CG0845'THE SOUTH RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF THE SOUTH RIGHT-OF-
 CG0845'WAY FENCE.
 CG0845'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CG0845'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0673 ***********************************************************************
 CY0673  DESIGNATION -  F 419
 CY0673  PID         -  CY0673
 CY0673  STATE/COUNTY-  AZ/COCHISE
 CY0673  USGS QUAD   -  OLGA (1974)
 CY0673
 CY0673                         *CURRENT SURVEY CONTROL
 CY0673  ___________________________________________________________________
 CY0673* NAD 83(1986)-  32 17 25.     (N)    109 19 21.     (W)     SCALED    
 CY0673* NAVD 88     -      1099.037  (meters)    3605.76   (feet)  ADJUSTED  
 CY0673  ___________________________________________________________________
 CY0673  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0673  DYNAMIC HT  -        1097.417 (meters)    3600.44  (feet)  COMP
 CY0673  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 CY0673
 CY0673  VERT ORDER  -  FIRST     CLASS II
 CY0673
 CY0673.The horizontal coordinates were scaled from a topographic map and have
 CY0673.an estimated accuracy of +/- 6 seconds.
 CY0673
 CY0673.The orthometric height was determined by differential leveling
 CY0673.and adjusted in June 1991.
 CY0673
 CY0673.The geoid height was determined by GEOID03.
 CY0673
 CY0673.The dynamic height is computed by dividing the NAVD 88
 CY0673.geopotential number by the normal gravity value computed on the
 CY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0673.degrees latitude (g = 980.6199 gals.).
 CY0673
 CY0673.The modeled gravity was interpolated from observed gravity values.
 CY0673
 CY0673;                    North         East    Units  Estimated Accuracy
 CY0673;SPC AZ E     -   143,370.      292,870.      MT  (+/- 180 meters Scaled)
 CY0673
 CY0673                          SUPERSEDED SURVEY CONTROL
 CY0673
 CY0673.No superseded survey control is available for this station.
 CY0673
 CY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA579738(NAD 83)
 CY0673_MARKER: DB = BENCH MARK DISK
 CY0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0673_SP_SET: STAINLESS STEEL ROD
 CY0673_STAMPING: F 419 1979
 CY0673_PROJECTION: FLUSH
 CY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0673_ROD/PIPE-DEPTH: 7.3  meters
 CY0673
 CY0673  HISTORY     - Date     Condition        Report By
 CY0673  HISTORY     - 1979     MONUMENTED       NGS
 CY0673
 CY0673                          STATION DESCRIPTION
 CY0673
 CY0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0673'9.8 KM WEST FROM SAN SIMON.
 CY0673'9.8 KILOMETERS (6.1 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0673'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.3 KILOMETER (0.2 MILE) EAST
 CY0673'OF RAILROAD BRIDGE 1108.19, 18.5 METERS (61 FEET) SOUTH OF THE
 CY0673'CENTERLINE OF THE OLD HIGHWAY, 20.9 METERS (69 FEET) NORTH OF THE
 CY0673'CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 10, 42.6
 CY0673'METERS (140 FEET) WEST OF A BRACED ANGLE IRON FENCE POST, 16.7 METERS
 CY0673'(55 FEET) EAST-NORTHEAST OF THE NORTH END OF A 0.6-METER PIPE CULVERT
 CY0673'UNDER INTERSTATE 10 AND 0.4 METER (1.3 FEET) NORTH OF A FENCE.
 CY0673'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 CY0673'THE MARK IS 1 M BELOW OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0252 ***********************************************************************
 ER0252  DESIGNATION -  F 42
 ER0252  PID         -  ER0252
 ER0252  STATE/COUNTY-  AZ/APACHE
 ER0252  USGS QUAD   -  GREENS PEAK (1969)
 ER0252
 ER0252                         *CURRENT SURVEY CONTROL
 ER0252  ___________________________________________________________________
 ER0252* NAD 83(1986)-  34 02 45.     (N)    109 35 20.     (W)     SCALED    
 ER0252* NAVD 88     -      2776.899  (meters)    9110.54   (feet)  ADJUSTED  
 ER0252  ___________________________________________________________________
 ER0252  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ER0252  DYNAMIC HT  -        2772.284 (meters)    9095.40  (feet)  COMP
 ER0252  MODELED GRAV-     978,872.4   (mgal)                       NAVD 88
 ER0252
 ER0252  VERT ORDER  -  FIRST     CLASS II
 ER0252
 ER0252.The horizontal coordinates were scaled from a topographic map and have
 ER0252.an estimated accuracy of +/- 6 seconds.
 ER0252
 ER0252.The orthometric height was determined by differential leveling
 ER0252.and adjusted in June 1991.
 ER0252.WARNING-Repeat measurements at this control monument indicate possible
 ER0252.vertical movement.
 ER0252
 ER0252.The geoid height was determined by GEOID03.
 ER0252
 ER0252.The dynamic height is computed by dividing the NAVD 88
 ER0252.geopotential number by the normal gravity value computed on the
 ER0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0252.degrees latitude (g = 980.6199 gals.).
 ER0252
 ER0252.The modeled gravity was interpolated from observed gravity values.
 ER0252
 ER0252;                    North         East    Units  Estimated Accuracy
 ER0252;SPC AZ E     -   337,890.      266,700.      MT  (+/- 180 meters Scaled)
 ER0252
 ER0252                          SUPERSEDED SURVEY CONTROL
 ER0252
 ER0252  NGVD 29 (??/??/92) 2775.691  (m)         9106.58   (f) ADJ UNCH    1 2
 ER0252
 ER0252.Superseded values are not recommended for survey control.
 ER0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0252.See file dsdata.txt to determine how the superseded data were derived.
 ER0252
 ER0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC302681(NAD 83)
 ER0252_MARKER: DB = BENCH MARK DISK
 ER0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0252_SP_SET: SWALE
 ER0252_STAMPING: F-42 1934
 ER0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0252+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 ER0252
 ER0252  HISTORY     - Date     Condition        Report By
 ER0252  HISTORY     - 1934     MONUMENTED       CGS
 ER0252  HISTORY     - 1970     GOOD             USGS
 ER0252  HISTORY     - 1980     GOOD             NGS
 ER0252  HISTORY     - 20050729 GOOD             USPSQD
 ER0252  HISTORY     - 20070321 GOOD             USPSQD
 ER0252
 ER0252                          STATION DESCRIPTION
 ER0252
 ER0252'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0252'17.3 MI E FROM MCNARY.
 ER0252'16.8 MILES EAST ALONG STATE HWY. NO. 73 FROM NCNARY, AND 0.2 MILES
 ER0252'EAST OF THE JUNCTION OF STATE HWYS. 73 AND 273, 300 FT. NORTH OF HWY.
 ER0252'73 AND 300 FT. SOUTH OF RAIL ROAD TRACKS IN THE TOP OF A LARGE ROCK AT
 ER0252'THE NORTH EDGE OF A SMALL SWALE.  A STANDARD DISK STAMPED F-42 1934.
 ER0252
 ER0252                          STATION RECOVERY (1980)
 ER0252
 ER0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0252'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0252'OFFICE IN MCNARY, THENCE 27.5 KM (17.1 MI) EAST ALONG STATE
 ER0252'HIGHWAY 260, ALSO 0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY
 ER0252'180 B FROM THE POST OFFICE IN EAGAR, THENCE 30.0 KM (18.65
 ER0252'MI) WEST ALONG STATE HIGHWAY 260, 0.3 KM (0.2 MI) EAST OF
 ER0252'THE JUNCTION OF STATE HIGHWAY 273, IN TOP OF A 4 BY 4 FT ROCK
 ER0252'OUTCROP PROJECTING 0.6 METERS (2.0 FT), 61.0 METERS (200.0 FT)
 ER0252'NORTH OF THE CENTERLINE OF THE HIGHWAY, 57.3 METERS (188.0 FT)
 ER0252'NORTHEAST OF THE NORTH POST OF A GATE AND 30.5 METERS (100.0 FT)
 ER0252'NORTH OF A FENCE.
 ER0252'THE MARK IS 30.6 METERS  N FROM A WITNESS POST.
 ER0252'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0252
 ER0252                          STATION RECOVERY (2005)
 ER0252
 ER0252'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0252'RECOVERED AS DESCRIBED.
 ER0252
 ER0252                          STATION RECOVERY (2007)
 ER0252
 ER0252'RECOVERY NOTE BY US POWER SQUADRON 2007 (PDF)
 ER0252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0601 ***********************************************************************
 CY0601  DESIGNATION -  F 420
 CY0601  PID         -  CY0601
 CY0601  STATE/COUNTY-  AZ/COCHISE
 CY0601  USGS QUAD   -  SULPHUR SPRING (1985)
 CY0601
 CY0601                         *CURRENT SURVEY CONTROL
 CY0601  ___________________________________________________________________
 CY0601* NAD 83(1986)-  32 00 58.     (N)    109 52 06.     (W)     SCALED    
 CY0601* NAVD 88     -      1278.359  (meters)    4194.08   (feet)  ADJUSTED  
 CY0601  ___________________________________________________________________
 CY0601  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0601  DYNAMIC HT  -        1276.409 (meters)    4187.69  (feet)  COMP
 CY0601  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 CY0601
 CY0601  VERT ORDER  -  FIRST     CLASS II
 CY0601
 CY0601.The horizontal coordinates were scaled from a topographic map and have
 CY0601.an estimated accuracy of +/- 6 seconds.
 CY0601
 CY0601.The orthometric height was determined by differential leveling
 CY0601.and adjusted in June 1991.
 CY0601
 CY0601.The geoid height was determined by GEOID03.
 CY0601
 CY0601.The dynamic height is computed by dividing the NAVD 88
 CY0601.geopotential number by the normal gravity value computed on the
 CY0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0601.degrees latitude (g = 980.6199 gals.).
 CY0601
 CY0601.The modeled gravity was interpolated from observed gravity values.
 CY0601
 CY0601;                    North         East    Units  Estimated Accuracy
 CY0601;SPC AZ E     -   112,690.      241,540.      MT  (+/- 180 meters Scaled)
 CY0601
 CY0601                          SUPERSEDED SURVEY CONTROL
 CY0601
 CY0601.No superseded survey control is available for this station.
 CY0601
 CY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA068427(NAD 83)
 CY0601_MARKER: DB = BENCH MARK DISK
 CY0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0601_SP_SET: STAINLESS STEEL ROD
 CY0601_STAMPING: F 420 1980
 CY0601_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0601+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0601_ROD/PIPE-DEPTH: 7.5  meters
 CY0601
 CY0601  HISTORY     - Date     Condition        Report By
 CY0601  HISTORY     - 1980     MONUMENTED       NGS
 CY0601  HISTORY     - 20060506 GOOD             NGS
 CY0601
 CY0601                          STATION DESCRIPTION
 CY0601
 CY0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0601'9.4 KM NW FROM PEARCE.
 CY0601'9.4 KILOMETERS (5.85 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CY0601'THE POST OFFICE IN PEARCE, 0.8 KILOMETER (0.5 MILE) NORTHWEST OF
 CY0601'RICHLAND WAY AND A GENERAL STORE, 14.7 METERS (48.5 FEET) NORTHEAST
 CY0601'OF THE CENTERLINE OF THE HIGHWAY, 9.4 (31.0 FEET) NORTHEAST OF
 CY0601'HIGHWAY MILEPOST 54, 63.9 METERS (210.0 FEET) NORTHWEST OF TELEPHONE
 CY0601'POLE NUMBER 8, 0.45 METER (1.5 FEET) SOUTHWEST OF THE RIGHT-OF-WAY
 CY0601'FENCE, 48.4 METERS (159 FEET) SOUTHEAST OF TELEPHONE POLE NUMBER
 CY0601'7 WITH TWO GUY WIRES.
 CY0601'THE MARK IS .9 METERS  SE FROM A WITNESS POST.
 CY0601'THE MARK IS .9 M BELOW HIGHWAY CENTERLINE.
 CY0601
 CY0601                          STATION RECOVERY (2006)
 CY0601
 CY0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0601'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0227 ***********************************************************************
 CF0227  DESIGNATION -  F 421
 CF0227  PID         -  CF0227
 CF0227  STATE/COUNTY-  AZ/COCHISE
 CF0227  USGS QUAD   -  ELFRIDA (1986)
 CF0227
 CF0227                         *CURRENT SURVEY CONTROL
 CF0227  ___________________________________________________________________
 CF0227* NAD 83(1986)-  31 39 56.     (N)    109 40 45.     (W)     SCALED    
 CF0227* NAVD 88     -      1260.407  (meters)    4135.19   (feet)  ADJUSTED  
 CF0227  ___________________________________________________________________
 CF0227  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0227  DYNAMIC HT  -        1258.450 (meters)    4128.76  (feet)  COMP
 CF0227  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 CF0227
 CF0227  VERT ORDER  -  FIRST     CLASS II
 CF0227
 CF0227.The horizontal coordinates were scaled from a topographic map and have
 CF0227.an estimated accuracy of +/- 6 seconds.
 CF0227
 CF0227.The orthometric height was determined by differential leveling
 CF0227.and adjusted in June 1991.
 CF0227
 CF0227.The geoid height was determined by GEOID03.
 CF0227
 CF0227.The dynamic height is computed by dividing the NAVD 88
 CF0227.geopotential number by the normal gravity value computed on the
 CF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0227.degrees latitude (g = 980.6199 gals.).
 CF0227
 CF0227.The modeled gravity was interpolated from observed gravity values.
 CF0227
 CF0227;                    North         East    Units  Estimated Accuracy
 CF0227;SPC AZ E     -    73,890.      259,590.      MT  (+/- 180 meters Scaled)
 CF0227
 CF0227                          SUPERSEDED SURVEY CONTROL
 CF0227
 CF0227.No superseded survey control is available for this station.
 CF0227
 CF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA252041(NAD 83)
 CF0227_MARKER: DB = BENCH MARK DISK
 CF0227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0227_SP_SET: STAINLESS STEEL ROD
 CF0227_STAMPING: F 421 1980
 CF0227_PROJECTION: FLUSH
 CF0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0227_ROD/PIPE-DEPTH: 4.5  meters
 CF0227
 CF0227  HISTORY     - Date     Condition        Report By
 CF0227  HISTORY     - 1980     MONUMENTED       NGS
 CF0227
 CF0227                          STATION DESCRIPTION
 CF0227
 CF0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0227'2.1 KM SOUTH FROM ELFRIDA.
 CF0227'2.1 KILOMETERS (1.35 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0227'THE POST OFFICE IN ELFRIDA, 30.3 METERS (99.5 FEET) EAST OF THE
 CF0227'CENTERLINE OF THE HIGHWAY, 46.6 METERS (153 FEET) SOUTH OF POWER
 CF0227'POLE NUMBER 4, 23.2 METERS (76 FEET) EAST OF MILEPOST 23, 10.9
 CF0227'METERS (36 FEET) NORTHEAST OF POWER POLE NUMBER 3, 0.3 METER
 CF0227'(1 FOOT) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0227'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0227'THE MARK IS 1.8 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1229 ***********************************************************************
 DV1229  DESIGNATION -  F 422
 DV1229  PID         -  DV1229
 DV1229  STATE/COUNTY-  AZ/MARICOPA
 DV1229  USGS QUAD   -  ENID (1978)
 DV1229
 DV1229                         *CURRENT SURVEY CONTROL
 DV1229  ___________________________________________________________________
 DV1229* NAD 83(1986)-  33 04 42.     (N)    112 12 09.     (W)     SCALED    
 DV1229* NAVD 88     -       411.464  (meters)    1349.94   (feet)  ADJUSTED  
 DV1229  ___________________________________________________________________
 DV1229  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV1229  DYNAMIC HT  -         410.967 (meters)    1348.31  (feet)  COMP
 DV1229  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 DV1229
 DV1229  VERT ORDER  -  FIRST     CLASS II
 DV1229
 DV1229.The horizontal coordinates were scaled from a topographic map and have
 DV1229.an estimated accuracy of +/- 6 seconds.
 DV1229
 DV1229.The orthometric height was determined by differential leveling
 DV1229.and adjusted in June 1991.
 DV1229
 DV1229.The geoid height was determined by GEOID03.
 DV1229
 DV1229.The dynamic height is computed by dividing the NAVD 88
 DV1229.geopotential number by the normal gravity value computed on the
 DV1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1229.degrees latitude (g = 980.6199 gals.).
 DV1229
 DV1229.The modeled gravity was interpolated from observed gravity values.
 DV1229
 DV1229;                    North         East    Units  Estimated Accuracy
 DV1229;SPC AZ C     -   230,480.      186,670.      MT  (+/- 180 meters Scaled)
 DV1229
 DV1229                          SUPERSEDED SURVEY CONTROL
 DV1229
 DV1229.No superseded survey control is available for this station.
 DV1229
 DV1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB877606(NAD 83)
 DV1229_MARKER: DB = BENCH MARK DISK
 DV1229_SETTING: 66 = SET IN ROCK OUTCROP
 DV1229_SP_SET: ROCK OUTCROP
 DV1229_STAMPING: F 422 1980
 DV1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1229+STABILITY: POSITION/ELEVATION WELL
 DV1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1229+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV1229
 DV1229  HISTORY     - Date     Condition        Report By
 DV1229  HISTORY     - 1980     MONUMENTED       NGS
 DV1229  HISTORY     - 20070321 GOOD             GEOCAC
 DV1229
 DV1229                          STATION DESCRIPTION
 DV1229
 DV1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1229'16.1 KM WEST FROM MARICOPA.
 DV1229'15.3 KILOMETERS (9.5 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 DV1229'FROM THE MARICOPA RAILROAD CROSSING IN MARICOPA, THENCE 0.8 KILOMETER
 DV1229'(0.5 MILE) NORTH ALONG A DIRT-GRAVEL ROAD (POWERLINE ROAD), SET IN
 DV1229'TOP OF GRANITE ROCK OUTCROP ON THE EAST SLOPE OF A SMALL KNOLL ON
 DV1229'THE WEST SIDE OF THE ROAD, ABOUT 150 PACES NORTH OF THE THIRD
 DV1229'POWERLINE TOWER NORTH OF MARICOPA ROAD, 76.2 METERS (250 FEET) SOUTH
 DV1229'OF A SMALL TURNAROUND IN THE ROAD, 30.5 METERS (100 FEET) WEST OF
 DV1229'THE CENTER OF THE POWER LINE AND 5.5 METERS (18 FEET) WEST OF THE
 DV1229'CENTERLINE OF THE ROAD.  THE MARK IS ABOUT ONE FOOT HIGHER THAN THE
 DV1229'BASE OF THE WITNESS POST.
 DV1229'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DV1229'THE MARK IS 0.9 M ABOVE CENTER OF ROAD.
 DV1229
 DV1229                          STATION RECOVERY (2007)
 DV1229
 DV1229'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0889 ***********************************************************************
 CG0889  DESIGNATION -  F 423
 CG0889  PID         -  CG0889
 CG0889  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0889  USGS QUAD   -  NOGALES (1981)
 CG0889
 CG0889                         *CURRENT SURVEY CONTROL
 CG0889  ___________________________________________________________________
 CG0889* NAD 83(1986)-  31 21 42.     (N)    110 55 51.     (W)     SCALED    
 CG0889* NAVD 88     -      1147.261  (meters)    3763.97   (feet)  ADJUSTED  
 CG0889  ___________________________________________________________________
 CG0889  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0889  DYNAMIC HT  -        1145.478 (meters)    3758.12  (feet)  COMP
 CG0889  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 CG0889
 CG0889  VERT ORDER  -  FIRST     CLASS II
 CG0889
 CG0889.The horizontal coordinates were scaled from a topographic map and have
 CG0889.an estimated accuracy of +/- 6 seconds.
 CG0889
 CG0889.The orthometric height was determined by differential leveling
 CG0889.and adjusted in June 1991.
 CG0889
 CG0889.The geoid height was determined by GEOID03.
 CG0889
 CG0889.The dynamic height is computed by dividing the NAVD 88
 CG0889.geopotential number by the normal gravity value computed on the
 CG0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0889.degrees latitude (g = 980.6199 gals.).
 CG0889
 CG0889.The modeled gravity was interpolated from observed gravity values.
 CG0889
 CG0889;                    North         East    Units  Estimated Accuracy
 CG0889;SPC AZ C     -    40,520.      307,150.      MT  (+/- 180 meters Scaled)
 CG0889
 CG0889                          SUPERSEDED SURVEY CONTROL
 CG0889
 CG0889.No superseded survey control is available for this station.
 CG0889
 CG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV065696(NAD 83)
 CG0889_MARKER: DB = BENCH MARK DISK
 CG0889_SETTING: 66 = SET IN ROCK OUTCROP
 CG0889_SP_SET: ROCK OUTCROP
 CG0889_STAMPING: F 423 1980
 CG0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0889+STABILITY: POSITION/ELEVATION WELL
 CG0889
 CG0889  HISTORY     - Date     Condition        Report By
 CG0889  HISTORY     - 1980     MONUMENTED       NGS
 CG0889
 CG0889                          STATION DESCRIPTION
 CG0889
 CG0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0889'3.2 KM NE FROM NOGALES.
 CG0889'3.2 KILOMETERS (2.0 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 CG0889'RAILROAD FROM THE COUNTY COURTHOUSE IN NOGALES, AT THE NORTH END OF
 CG0889'THE SECOND U. S. HIGHWAY 89 CUT SOUTH OF THE VALENCIA SUBSTATION
 CG0889'(0.2 KILOMETER (0.1 MILE)), IN TOP OF A 1- BY 4-METER (3- BY 12-FOOT)
 CG0889'FLAT OUTCROP OF SOFT SANDSTONE BEDROCK, 7.9 METERS (26 FEET) WEST OF
 CG0889'THE WEST CONCRETE CURB FOR U. S. HIGHWAY 89, 32.4 METERS (106 FEET)
 CG0889'SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A PIPE CULVERT UNDER
 CG0889'HIGHWAY 89, 8.6 METERS (28 FEET) SOUTH OF AN ANGLE IRON HIGHWAY
 CG0889'RIGHT-OF-WAY MARKER 122+00.00 AND 1.3 METERS (4.3 FEET) EAST OF THE
 CG0889'WEST HIGHWAY RIGHT-OF-WAY FENCE.
 CG0889'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CG0889'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1438 ***********************************************************************
 CZ1438  DESIGNATION -  F 424
 CZ1438  PID         -  CZ1438
 CZ1438  STATE/COUNTY-  AZ/PIMA
 CZ1438  USGS QUAD   -  MARANA (1992)
 CZ1438
 CZ1438                         *CURRENT SURVEY CONTROL
 CZ1438  ___________________________________________________________________
 CZ1438* NAD 83(2007)-  32 29 04.00119(N)    111 14 48.83167(W)     ADJUSTED  
 CZ1438* NAVD 88     -       593.262  (meters)    1946.39   (feet)  ADJUSTED  
 CZ1438  ___________________________________________________________________
 CZ1438  EPOCH DATE  -        2007.00
 CZ1438  X           -  -1,951,773.761 (meters)                     COMP
 CZ1438  Y           -  -5,019,782.510 (meters)                     COMP
 CZ1438  Z           -   3,406,170.923 (meters)                     COMP
 CZ1438  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 CZ1438  ELLIP HEIGHT-         563.676 (meters)          (02/10/07) ADJUSTED
 CZ1438  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ1438  DYNAMIC HT  -         592.484 (meters)    1943.84  (feet)  COMP
 CZ1438
 CZ1438  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1438  Type    PID    Designation                      North   East  Ellip
 CZ1438  -------------------------------------------------------------------
 CZ1438  NETWORK CZ1438 F 424                             0.82   1.76   4.63
 CZ1438  -------------------------------------------------------------------
 CZ1438  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 CZ1438  OBS GRAVITY -     979,308.7   (mgal)                       GRAV_OBS
 CZ1438
 CZ1438  VERT ORDER  -  FIRST     CLASS II
 CZ1438
 CZ1438.The horizontal coordinates were established by GPS observations
 CZ1438.and adjusted by the National Geodetic Survey in February 2007.
 CZ1438
 CZ1438.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1438.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1438.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1438.The epoch date for horizontal control is a decimal equivalence
 CZ1438.of Year/Month/Day.
 CZ1438
 CZ1438.The orthometric height was determined by differential leveling
 CZ1438.and adjusted in June 1991.
 CZ1438
 CZ1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1438
 CZ1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1438
 CZ1438.The ellipsoidal height was determined by GPS observations
 CZ1438.and is referenced to NAD 83.
 CZ1438
 CZ1438.The geoid height was determined by GEOID03.
 CZ1438
 CZ1438.The dynamic height is computed by dividing the NAVD 88
 CZ1438.geopotential number by the normal gravity value computed on the
 CZ1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1438.degrees latitude (g = 980.6199 gals.).
 CZ1438
 CZ1438.The modeled gravity was interpolated from observed gravity values.
 CZ1438.The observed gravity was obtained from relative gravimeter ties
 CZ1438.to the IGSN71 gravity network.
 CZ1438
 CZ1438;                    North         East     Units Scale Factor Converg.
 CZ1438;SPC AZ C     -   164,779.850   276,307.867   MT  0.99994885   +0 21 35.0
 CZ1438;SPC AZ C     -   540,616.31    906,521.87   iFT  0.99994885   +0 21 35.0
 CZ1438;UTM  12      - 3,594,161.643   476,802.614   MT  0.99960664   -0 07 57.4
 CZ1438
 CZ1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1438!SPC AZ C     -   0.99991151  x   0.99994885  =   0.99986036
 CZ1438!UTM  12      -   0.99991151  x   0.99960664  =   0.99951818
 CZ1438
 CZ1438                          SUPERSEDED SURVEY CONTROL
 CZ1438
 CZ1438  ELLIP H (06/11/02)  563.705  (m)                       GP(       ) 4 2
 CZ1438  NAD 83(1992)-  32 29 04.00011(N)    111 14 48.83027(W) AD(       ) 1
 CZ1438  ELLIP H (08/23/93)  563.771  (m)                       GP(       ) 4 2
 CZ1438  NAD 83(1986)-  32 29 03.99528(N)    111 14 48.83051(W) AD(       ) 1
 CZ1438  NGVD 29 (05/25/90)  592.6    (m)         1944.     (f) GPS OBS     3  
 CZ1438
 CZ1438.Superseded values are not recommended for survey control.
 CZ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1438.See file dsdata.txt to determine how the superseded data were derived.
 CZ1438
 CZ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7680394162(NAD 83)
 CZ1438_MARKER: DB = BENCH MARK DISK
 CZ1438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1438_SP_SET: STAINLESS STEEL ROD
 CZ1438_STAMPING: F 424 1980
 CZ1438_PROJECTION: FLUSH
 CZ1438_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1438+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1438_ROD/PIPE-DEPTH: 7.6  meters
 CZ1438
 CZ1438  HISTORY     - Date     Condition        Report By
 CZ1438  HISTORY     - 1980     MONUMENTED       NGS
 CZ1438  HISTORY     - 1987     GOOD             NGS
 CZ1438  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 CZ1438  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1438
 CZ1438                          STATION DESCRIPTION
 CZ1438
 CZ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1438'39.6 KM NW FROM TUCSON.
 CZ1438'39.6 KILOMETERS (24.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1438'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 959.28,
 CZ1438'AT AN OFFSET IN THE RIGHT-OF-WAY BETWEEN THE FRONTAGE ROAD AND
 CZ1438'INTERSTATE HIGHWAY 10, 34.65 METERS (113.6 FEET) SOUTH OF THE SOUTH
 CZ1438'EAST END OF THE SOUTHWEST HEADWALL OF A SIX CHANNEL FRONTAGE ROAD
 CZ1438'CONCRETE BRIDGE, 40.2 METERS (131.8 FEET) NORTHEAST OF THE CENTERLINE
 CZ1438'OF INTERSTATE HIGHWAY 10 WEST BOUND TRAFFIC LANE, 16.4 METERS
 CZ1438'(53.8 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 CZ1438'2.1 METERS (6.9 FEET) NORTHWEST OF A RIGHT-OF-WAY A BRACED ANGLE
 CZ1438'POST AND IN LINE WITH THE FENCE LEADING SOUTHEAST, 0.7 METER
 CZ1438'(2.3 FEET) NORTH OF THE RIGH-OF-WAY FENCE.
 CZ1438'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CZ1438'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE RAOD.
 CZ1438
 CZ1438                          STATION RECOVERY (1987)
 CZ1438
 CZ1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ1438'THE STATION WAS RECOVERED AT THIS DATE,
 CZ1438'IN GOOD CONDITION.
 CZ1438'
 CZ1438'THE STATION IS LOCATED ABOUT 59.5 KM (37 MI)
 CZ1438'NORTHWEST OF TUCSON,
 CZ1438'19.3 KM (12 MI) SOUTHEAST OF PICACHO PEAK AND
 CZ1438'6.4 KM (4 MI) NORTHWEST OF MARANA.
 CZ1438'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ1438'
 CZ1438'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ1438'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ1438'MARANA, GO NORTH-NORTHEAST FOR 0.1 KM (0.05 MI) ON SANDARIO ROAD TO
 CZ1438'A STOP SIGN AT THE FRONTAGE ROAD.
 CZ1438'TURN LEFT AND GO NORTHWEST FOR 3.7 KM (2.3 MI) ON THE FRONTAGE ROAD
 CZ1438'TO THE STATION ON THE LEFT.
 CZ1438'
 CZ1438'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 CZ1438'STAMPED---F 424 1980---,
 CZ1438'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO AN UNKNOWN
 CZ1438'DEPTH ENCASED IN A PVC PIPE 10 CM IN DIAMETER WITH SCREW CAP.
 CZ1438'LOCATED
 CZ1438'34.8 METERS (114.17 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 CZ1438'CONCRETE CULVERT HEADWALL,
 CZ1438'27.6 METERS (90.55 FT) WEST FROM THE POWERLINE POLE NUMBER 1795,
 CZ1438'16.6 METERS (54.46 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 CZ1438'FRONTAGE ROAD AND
 CZ1438'0.8 METERS (2.62 FT) NORTHEAST FROM A METAL WITNESS POST.
 CZ1438'
 CZ1438'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ1438'
 CZ1438'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ1438'
 CZ1438'DESCRIBED BY G.S. HART.
 CZ1438
 CZ1438                          STATION RECOVERY (1996)
 CZ1438
 CZ1438'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1438'MARK NOT FOUND.
 CZ1438
 CZ1438                          STATION RECOVERY (2006)
 CZ1438
 CZ1438'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0428 ***********************************************************************
 DT0428  DESIGNATION -  F 43
 DT0428  PID         -  DT0428
 DT0428  STATE/COUNTY-  AZ/NAVAJO
 DT0428  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0428
 DT0428                         *CURRENT SURVEY CONTROL
 DT0428  ___________________________________________________________________
 DT0428* NAD 83(1986)-  33 53 19.     (N)    109 56 58.     (W)     SCALED    
 DT0428* NAVD 88     -      1680.591  (meters)    5513.74   (feet)  ADJUSTED  
 DT0428  ___________________________________________________________________
 DT0428  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 DT0428  DYNAMIC HT  -        1678.117 (meters)    5505.62  (feet)  COMP
 DT0428  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 DT0428
 DT0428  VERT ORDER  -  FIRST     CLASS II
 DT0428
 DT0428.The horizontal coordinates were scaled from a topographic map and have
 DT0428.an estimated accuracy of +/- 6 seconds.
 DT0428
 DT0428.The orthometric height was determined by differential leveling
 DT0428.and adjusted in June 1991.
 DT0428
 DT0428.The geoid height was determined by GEOID03.
 DT0428
 DT0428.The dynamic height is computed by dividing the NAVD 88
 DT0428.geopotential number by the normal gravity value computed on the
 DT0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0428.degrees latitude (g = 980.6199 gals.).
 DT0428
 DT0428.The modeled gravity was interpolated from observed gravity values.
 DT0428
 DT0428;                    North         East    Units  Estimated Accuracy
 DT0428;SPC AZ E     -   320,320.      233,450.      MT  (+/- 180 meters Scaled)
 DT0428
 DT0428                          SUPERSEDED SURVEY CONTROL
 DT0428
 DT0428  NGVD 29 (??/??/92) 1679.827  (m)         5511.23   (f) ADJ UNCH    1 2
 DT0428
 DT0428.Superseded values are not recommended for survey control.
 DT0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0428.See file dsdata.txt to determine how the superseded data were derived.
 DT0428
 DT0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC971503(NAD 83)
 DT0428_MARKER: DB = BENCH MARK DISK
 DT0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0428_STAMPING: F 43 1934
 DT0428_PROJECTION: PROJECTING 25 CENTIMETERS
 DT0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0428+STABILITY: SURFACE MOTION
 DT0428
 DT0428  HISTORY     - Date     Condition        Report By
 DT0428  HISTORY     - 1934     MONUMENTED       CGS
 DT0428  HISTORY     - 1979     GOOD             NGS
 DT0428
 DT0428                          STATION DESCRIPTION
 DT0428
 DT0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0428'3.8 MI N FROM WHITERIVER.
 DT0428'3.8 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0428'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET SOUTH OF A
 DT0428'POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 43
 DT0428'1934 AND SET IN THE TOP OF A CONCRETE POST.
 DT0428
 DT0428                          STATION RECOVERY (1979)
 DT0428
 DT0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0428'3.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0428'HEADQUARTERS IN WHITERIVER, 0.25 MILE NORTH OF A PAVED ROAD LEADING
 DT0428'EAST, 76 FEET NORTH OF UTILITY POLE NUMBER 1 320 1 88, 44.1 FEET
 DT0428'SOUTHEAST OF HIGHWAY MILE MARKER 343, 43 FEET EAST OF THE CENTERLINE
 DT0428'OF THE HIGHWAY AND 11.1 FEET WEST OF A BARBED WIRE FENCE.
 DT0428'NOTE=CORNERS OF THE MONUMENT HAVE BEEN CHIPPED, BUT IT DOES NO
 DT0428'APPEAR TO HAVE MOVED.
 DT0428'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1477 ***********************************************************************
 CZ1477  DESIGNATION -  F 430
 CZ1477  PID         -  CZ1477
 CZ1477  STATE/COUNTY-  AZ/PIMA
 CZ1477  USGS QUAD   -  VAIL (1981)
 CZ1477
 CZ1477                         *CURRENT SURVEY CONTROL
 CZ1477  ___________________________________________________________________
 CZ1477* NAD 83(1986)-  32 00 46.     (N)    110 42 04.     (W)     SCALED    
 CZ1477* NAVD 88     -      1026.929  (meters)    3369.18   (feet)  ADJUSTED  
 CZ1477  ___________________________________________________________________
 CZ1477  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CZ1477  DYNAMIC HT  -        1025.448 (meters)    3364.32  (feet)  COMP
 CZ1477  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 CZ1477
 CZ1477  VERT ORDER  -  FIRST     CLASS II
 CZ1477
 CZ1477.The horizontal coordinates were scaled from a topographic map and have
 CZ1477.an estimated accuracy of +/- 6 seconds.
 CZ1477
 CZ1477.The orthometric height was determined by differential leveling
 CZ1477.and adjusted in June 1991.
 CZ1477
 CZ1477.The geoid height was determined by GEOID03.
 CZ1477
 CZ1477.The dynamic height is computed by dividing the NAVD 88
 CZ1477.geopotential number by the normal gravity value computed on the
 CZ1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1477.degrees latitude (g = 980.6199 gals.).
 CZ1477
 CZ1477.The modeled gravity was interpolated from observed gravity values.
 CZ1477
 CZ1477;                    North         East    Units  Estimated Accuracy
 CZ1477;SPC AZ C     -   112,930.      328,200.      MT  (+/- 180 meters Scaled)
 CZ1477
 CZ1477                          SUPERSEDED SURVEY CONTROL
 CZ1477
 CZ1477.No superseded survey control is available for this station.
 CZ1477
 CZ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA282418(NAD 83)
 CZ1477_MARKER: I = METAL ROD
 CZ1477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1477_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1477_STAMPING: F 430 1979
 CZ1477_PROJECTION: FLUSH
 CZ1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1477+STABILITY: POSITION/ELEVATION WELL
 CZ1477_ROD/PIPE-DEPTH: 9.14 meters
 CZ1477_SLEEVE-DEPTH  : 7.62 meters
 CZ1477
 CZ1477  HISTORY     - Date     Condition        Report By
 CZ1477  HISTORY     - 1979     MONUMENTED       NGS
 CZ1477
 CZ1477                          STATION DESCRIPTION
 CZ1477
 CZ1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1477'20.3 MI SE FROM TUCSON.
 CZ1477'20.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ1477'HIGHWAY 89 INTERCHANGE AT TUCSON, AT AN OFFSET IN THE SOUTHWEST
 CZ1477'RIGHT-OF-WAY FENCE, AT THE NORTHWEST END OF A TURN AROUND LOOP IN THE
 CZ1477'IN THE SOUTHWEST FRONTAGE ROAD,
 CZ1477'89 FEET SOUTHWEST
 CZ1477'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 70 FEET WEST OF MILE
 CZ1477'POST 281, 9 FEET SOUTHEAST OF THE SOUTHEAST OFFSET FENCE CORNER POST
 CZ1477'7 FEET SOUTHEAST OF A CYCLONE FENCE,
 CZ1477'6 FEET NORTHEAST OF THE EXTENDED FENCELINE OF A RIGHT-OF-WAY
 CZ1477'FENCE LEADING NORTHWEST.
 CZ1477'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CZ1477'THE MARK IS 3 FT BELOW EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0618 ***********************************************************************
 CY0618  DESIGNATION -  F 431
 CY0618  PID         -  CY0618
 CY0618  STATE/COUNTY-  AZ/COCHISE
 CY0618  USGS QUAD   -  RAILROAD PASS (1979)
 CY0618
 CY0618                         *CURRENT SURVEY CONTROL
 CY0618  ___________________________________________________________________
 CY0618* NAD 83(1986)-  32 21 16.     (N)    109 42 14.     (W)     SCALED    
 CY0618* NAVD 88     -      1311.954  (meters)    4304.30   (feet)  ADJUSTED  
 CY0618  ___________________________________________________________________
 CY0618  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0618  DYNAMIC HT  -        1310.000 (meters)    4297.89  (feet)  COMP
 CY0618  MODELED GRAV-     979,103.3   (mgal)                       NAVD 88
 CY0618
 CY0618  VERT ORDER  -  FIRST     CLASS II
 CY0618
 CY0618.The horizontal coordinates were scaled from a topographic map and have
 CY0618.an estimated accuracy of +/- 6 seconds.
 CY0618
 CY0618.The orthometric height was determined by differential leveling
 CY0618.and adjusted in June 1991.
 CY0618
 CY0618.The geoid height was determined by GEOID03.
 CY0618
 CY0618.The dynamic height is computed by dividing the NAVD 88
 CY0618.geopotential number by the normal gravity value computed on the
 CY0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0618.degrees latitude (g = 980.6199 gals.).
 CY0618
 CY0618.The modeled gravity was interpolated from observed gravity values.
 CY0618
 CY0618;                    North         East    Units  Estimated Accuracy
 CY0618;SPC AZ E     -   150,260.      256,920.      MT  (+/- 180 meters Scaled)
 CY0618
 CY0618                          SUPERSEDED SURVEY CONTROL
 CY0618
 CY0618.No superseded survey control is available for this station.
 CY0618
 CY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA219804(NAD 83)
 CY0618_MARKER: I = METAL ROD
 CY0618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0618_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0618_STAMPING: F 431 1979
 CY0618_PROJECTION: FLUSH
 CY0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0618+STABILITY: POSITION/ELEVATION WELL
 CY0618_ROD/PIPE-DEPTH: 9.1  meters
 CY0618_SLEEVE-DEPTH  : 8.8 meters
 CY0618
 CY0618  HISTORY     - Date     Condition        Report By
 CY0618  HISTORY     - 1979     MONUMENTED       NGS
 CY0618
 CY0618                          STATION DESCRIPTION
 CY0618
 CY0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0618'17.0 KM NE FROM WILLCOX.
 CY0618'17.0 KILOMETERS (10.5 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0618'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.1 MILE) WEST
 CY0618'OF A HIGHWAY SIGN READING SAFFORD 1 MILE, 2.1 KILOMETERS (1.3 MILES)
 CY0618'WEST OF THE HIGHWAY 666 NORTH SAFFORD EXIT, AT MILE POST 351, SET
 CY0618'AT THE SOUTH RIGHT-OF-WAY FENCE LINE, 24.7 METERS (81 FEET) SOUTH OF
 CY0618'THE CENTERLINE OF THE EASTBOUND LANES, 32.9 METERS (108 FEET)
 CY0618'SOUTHEAST OF THE MILE POST, 73 METERS (220 FEET) EAST OF A POWER POLE,
 CY0618'33.5 METERS (110 FEET) WEST OF A POWER POLE AND 1.2 METERS (4 FEET)
 CY0618'NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0618'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0618'THE MARK IS 0.3 M BELOW EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0686 ***********************************************************************
 CY0686  DESIGNATION -  F 436
 CY0686  PID         -  CY0686
 CY0686  STATE/COUNTY-  AZ/GRAHAM
 CY0686  USGS QUAD   -  MONK DRAW (1979)
 CY0686
 CY0686                         *CURRENT SURVEY CONTROL
 CY0686  ___________________________________________________________________
 CY0686* NAD 83(1986)-  32 26 49.     (N)    109 39 50.     (W)     SCALED    
 CY0686* NAVD 88     -      1329.752  (meters)    4362.69   (feet)  ADJUSTED  
 CY0686  ___________________________________________________________________
 CY0686  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY0686  DYNAMIC HT  -        1327.775 (meters)    4356.21  (feet)  COMP
 CY0686  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 CY0686
 CY0686  VERT ORDER  -  FIRST     CLASS II
 CY0686
 CY0686.The horizontal coordinates were scaled from a topographic map and have
 CY0686.an estimated accuracy of +/- 6 seconds.
 CY0686
 CY0686.The orthometric height was determined by differential leveling
 CY0686.and adjusted in June 1991.
 CY0686
 CY0686.The geoid height was determined by GEOID03.
 CY0686
 CY0686.The dynamic height is computed by dividing the NAVD 88
 CY0686.geopotential number by the normal gravity value computed on the
 CY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0686.degrees latitude (g = 980.6199 gals.).
 CY0686
 CY0686.The modeled gravity was interpolated from observed gravity values.
 CY0686
 CY0686;                    North         East    Units  Estimated Accuracy
 CY0686;SPC AZ E     -   160,540.      260,630.      MT  (+/- 180 meters Scaled)
 CY0686
 CY0686                          SUPERSEDED SURVEY CONTROL
 CY0686
 CY0686.No superseded survey control is available for this station.
 CY0686
 CY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA255907(NAD 83)
 CY0686_MARKER: DB = BENCH MARK DISK
 CY0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0686_SP_SET: STAINLESS STEEL ROD
 CY0686_STAMPING: F 436 1979
 CY0686_PROJECTION: FLUSH
 CY0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0686+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0686_ROD/PIPE-DEPTH: 4.57 meters
 CY0686
 CY0686  HISTORY     - Date     Condition        Report By
 CY0686  HISTORY     - 1979     MONUMENTED       NGS
 CY0686  HISTORY     - 20081010 GOOD             GEOCAC
 CY0686
 CY0686                          STATION DESCRIPTION
 CY0686
 CY0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0686'27.0 MI SOUTH FROM SAFFORD.
 CY0686'27.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0686'HIGHWAY 70 IN SAFFORD, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CY0686'84 FEET WEST OF MILE POST 94 ON THE WEST SIDE OF THE HIGHWAY, 21 FEET
 CY0686'NORTH OF ARIZONA DOT BENCH MARK 1569-G, 3 FEET SOUTH OF THE SOUTH
 CY0686'END OF A GATE IN THE RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF THE RIGHT-
 CY0686'OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0686'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0686'THE MARK IS 2 FT BELOW THE HIGHWAY.
 CY0686
 CY0686                          STATION RECOVERY (2008)
 CY0686
 CY0686'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0686'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 CY0686'26.966' W109  39.852'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1157 ***********************************************************************
 DU1157  DESIGNATION -  F 437
 DU1157  PID         -  DU1157
 DU1157  STATE/COUNTY-  AZ/GILA
 DU1157  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1157
 DU1157                         *CURRENT SURVEY CONTROL
 DU1157  ___________________________________________________________________
 DU1157* NAD 83(1986)-  33 22 47.     (N)    110 44 54.     (W)     SCALED    
 DU1157* NAVD 88     -      1128.204  (meters)    3701.45   (feet)  ADJUSTED  
 DU1157  ___________________________________________________________________
 DU1157  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1157  DYNAMIC HT  -        1126.664 (meters)    3696.40  (feet)  COMP
 DU1157  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 DU1157
 DU1157  VERT ORDER  -  FIRST     CLASS II
 DU1157
 DU1157.The horizontal coordinates were scaled from a topographic map and have
 DU1157.an estimated accuracy of +/- 6 seconds.
 DU1157
 DU1157.The orthometric height was determined by differential leveling
 DU1157.and adjusted in June 1991.
 DU1157
 DU1157.The geoid height was determined by GEOID03.
 DU1157
 DU1157.The dynamic height is computed by dividing the NAVD 88
 DU1157.geopotential number by the normal gravity value computed on the
 DU1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1157.degrees latitude (g = 980.6199 gals.).
 DU1157
 DU1157.The modeled gravity was interpolated from observed gravity values.
 DU1157
 DU1157;                    North         East    Units  Estimated Accuracy
 DU1157;SPC AZ E     -   264,010.      159,240.      MT  (+/- 180 meters Scaled)
 DU1157
 DU1157                          SUPERSEDED SURVEY CONTROL
 DU1157
 DU1157.No superseded survey control is available for this station.
 DU1157
 DU1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB234934(NAD 83)
 DU1157_MARKER: DB = BENCH MARK DISK
 DU1157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1157_SP_SET: STAINLESS STEEL ROD
 DU1157_STAMPING: F 437 1979
 DU1157_PROJECTION: FLUSH
 DU1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1157+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1157_ROD/PIPE-DEPTH: 4.5  meters
 DU1157
 DU1157  HISTORY     - Date     Condition        Report By
 DU1157  HISTORY     - 1979     MONUMENTED       NGS
 DU1157  HISTORY     - 20030614 GOOD             NGS
 DU1157  HISTORY     - 20081008 GOOD             GEOCAC
 DU1157
 DU1157                          STATION DESCRIPTION
 DU1157
 DU1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1157'2.7 KM SE FROM GLOBE.
 DU1157'2.7 KILOMETERS (1.7 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1157'NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHEAST END OF A HIGHWAY CUT,
 DU1157'29.9 METERS (98 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1157'22.6 METERS (74 FEET) NORTH OF THE NORTHEAST END OF A 2.1- BY 2.4-
 DU1157'METER CONCRETE BOX CULVERT UNDER THE HIGHWAY, 3.4 METERS (11 FEET)
 DU1157'NORTH OF THE CENTERLINE OF AN ABANDONED DIRT ROAD LEADING EAST-
 DU1157'SOUTHEAST AND 0.3 METER (1 FOOT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DU1157'THE ROD WAS DRIVEN TO REFUSAL.
 DU1157'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU1157'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1157
 DU1157                          STATION RECOVERY (2003)
 DU1157
 DU1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DU1157'STATION IS ABOUT 50 M WEST OF NEW ENTRANCE TO GLOBE MIDDLE SCHOOL ON
 DU1157'NORTH SIDE OF US 70, OPPOSITE MONTECITO DRIVE.
 DU1157
 DU1157                          STATION RECOVERY (2008)
 DU1157
 DU1157'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1157'RECOVERED AS DESCRIBED, IN GOOD CONDITION, AS PER THE 2003 RECOVERY
 DU1157'REPORT. GPS (HH2) CO-ORDINATES N33  22.791' W110  44.926'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1127 ***********************************************************************
 DU1127  DESIGNATION -  F 438
 DU1127  PID         -  DU1127
 DU1127  STATE/COUNTY-  AZ/GRAHAM
 DU1127  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1127
 DU1127                         *CURRENT SURVEY CONTROL
 DU1127  ___________________________________________________________________
 DU1127* NAD 83(1986)-  33 15 19.     (N)    110 17 03.     (W)     SCALED    
 DU1127* NAVD 88     -       894.708  (meters)    2935.39   (feet)  ADJUSTED  
 DU1127  ___________________________________________________________________
 DU1127  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DU1127  DYNAMIC HT  -         893.502 (meters)    2931.43  (feet)  COMP
 DU1127  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 DU1127
 DU1127  VERT ORDER  -  FIRST     CLASS II
 DU1127
 DU1127.The horizontal coordinates were scaled from a topographic map and have
 DU1127.an estimated accuracy of +/- 6 seconds.
 DU1127
 DU1127.The orthometric height was determined by differential leveling
 DU1127.and adjusted in June 1991.
 DU1127
 DU1127.The geoid height was determined by GEOID03.
 DU1127
 DU1127.The dynamic height is computed by dividing the NAVD 88
 DU1127.geopotential number by the normal gravity value computed on the
 DU1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1127.degrees latitude (g = 980.6199 gals.).
 DU1127
 DU1127.The modeled gravity was interpolated from observed gravity values.
 DU1127
 DU1127;                    North         East    Units  Estimated Accuracy
 DU1127;SPC AZ E     -   250,070.      202,410.      MT  (+/- 180 meters Scaled)
 DU1127
 DU1127                          SUPERSEDED SURVEY CONTROL
 DU1127
 DU1127.No superseded survey control is available for this station.
 DU1127
 DU1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB666798(NAD 83)
 DU1127_MARKER: DB = BENCH MARK DISK
 DU1127_SETTING: 66 = SET IN ROCK OUTCROP
 DU1127_SP_SET: ROCK OUTCROP
 DU1127_STAMPING: F 438 1979
 DU1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1127+STABILITY: POSITION/ELEVATION WELL
 DU1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1127+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1127
 DU1127  HISTORY     - Date     Condition        Report By
 DU1127  HISTORY     - 1979     MONUMENTED       NGS
 DU1127  HISTORY     - 20081008 GOOD             GEOCAC
 DU1127
 DU1127                          STATION DESCRIPTION
 DU1127
 DU1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1127'22.8 KM NW FROM BYLAS.
 DU1127'22.8 KILOMETERS (14.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1127'THE POST OFFICE IN BYLAS, 0.1 KILOMETER (0.05 MILE) NORTHWEST OF
 DU1127'HIGHWAY MILE POST 282, AT THE NORTHWEST END OF A LARGE HIGHWAY CUT,
 DU1127'SET IN THE TOP OF A BEDROCK LEDGE, 14.0 METERS (46 FEET) NORTHEAST
 DU1127'OF THE CENTERLINE OF THE HIGHWAY, 47.3 METERS (155 FEET) SOUTHEAST
 DU1127'ALONG THE HIGHWAY FROM THE SOUTHEAST END OF A STEEL GUARD RAIL AND
 DU1127'17.4 METERS (57 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DU1127'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1127'THE MARK IS 1 M ABOVE THE HIGHWAY.
 DU1127
 DU1127                          STATION RECOVERY (2008)
 DU1127
 DU1127'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1127'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1127'15.333' W110  17.055'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0736 ***********************************************************************
 CY0736  DESIGNATION -  F 439
 CY0736  PID         -  CY0736
 CY0736  STATE/COUNTY-  AZ/GRAHAM
 CY0736  USGS QUAD   -  PIMA (1985)
 CY0736
 CY0736                         *CURRENT SURVEY CONTROL
 CY0736  ___________________________________________________________________
 CY0736* NAD 83(1986)-  32 55 03.     (N)    109 51 43.     (W)     SCALED    
 CY0736* NAVD 88     -       856.993  (meters)    2811.65   (feet)  ADJUSTED  
 CY0736  ___________________________________________________________________
 CY0736  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0736  DYNAMIC HT  -         855.802 (meters)    2807.74  (feet)  COMP
 CY0736  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 CY0736
 CY0736  VERT ORDER  -  FIRST     CLASS II
 CY0736
 CY0736.The horizontal coordinates were scaled from a topographic map and have
 CY0736.an estimated accuracy of +/- 6 seconds.
 CY0736
 CY0736.The orthometric height was determined by differential leveling
 CY0736.and adjusted in June 1991.
 CY0736
 CY0736.The geoid height was determined by GEOID03.
 CY0736
 CY0736.The dynamic height is computed by dividing the NAVD 88
 CY0736.geopotential number by the normal gravity value computed on the
 CY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0736.degrees latitude (g = 980.6199 gals.).
 CY0736
 CY0736.The modeled gravity was interpolated from observed gravity values.
 CY0736
 CY0736;                    North         East    Units  Estimated Accuracy
 CY0736;SPC AZ E     -   212,640.      241,860.      MT  (+/- 180 meters Scaled)
 CY0736
 CY0736                          SUPERSEDED SURVEY CONTROL
 CY0736
 CY0736.No superseded survey control is available for this station.
 CY0736
 CY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB064427(NAD 83)
 CY0736_MARKER: DB = BENCH MARK DISK
 CY0736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0736_SP_SET: STAINLESS STEEL ROD
 CY0736_STAMPING: F 439 1979
 CY0736_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0736_ROD/PIPE-DEPTH: 8.23 meters
 CY0736
 CY0736  HISTORY     - Date     Condition        Report By
 CY0736  HISTORY     - 1979     MONUMENTED       NGS
 CY0736
 CY0736                          STATION DESCRIPTION
 CY0736
 CY0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0736'2.7 MI NW FROM PIMA.
 CY0736'2.7 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0736'PIMA, 0.1 MILE SOUTHEAST OF HIGHWAY MILE POST 328, 50.5 FEET NORTHEAST
 CY0736'OF THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHWEST OF THE CENTERLINE
 CY0736'OF A CONCRETE IRRIGATION DITCH, 4.5 FEET NORTHWEST OF A THREE-WAY
 CY0736'CORNER POST IN THE RIGHT-OF-WAY FENCE, 4.5 FEET SOUTHEAST OF A
 CY0736'T-JUNCTION POWER LINE POLE AND 1 FOOT NORTHEAST OF THE HIGHWAY
 CY0736'RIGHT-OF-WAY FENCE.
 CY0736'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 CY0736'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0019 ***********************************************************************
 DU0019  DESIGNATION -  F 44
 DU0019  PID         -  DU0019
 DU0019  STATE/COUNTY-  AZ/GILA
 DU0019  USGS QUAD   -  POPCORN CANYON (1966)
 DU0019
 DU0019                         *CURRENT SURVEY CONTROL
 DU0019  ___________________________________________________________________
 DU0019* NAD 83(1986)-  33 38 09.     (N)    110 17 35.     (W)     SCALED    
 DU0019* NAVD 88     -      1750.422  (meters)    5742.84   (feet)  ADJUSTED  
 DU0019  ___________________________________________________________________
 DU0019  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DU0019  DYNAMIC HT  -        1747.830 (meters)    5734.34  (feet)  COMP
 DU0019  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 DU0019
 DU0019  VERT ORDER  -  FIRST     CLASS II
 DU0019
 DU0019.The horizontal coordinates were scaled from a topographic map and have
 DU0019.an estimated accuracy of +/- 6 seconds.
 DU0019
 DU0019.The orthometric height was determined by differential leveling
 DU0019.and adjusted in June 1991.
 DU0019
 DU0019.The geoid height was determined by GEOID03.
 DU0019
 DU0019.The dynamic height is computed by dividing the NAVD 88
 DU0019.geopotential number by the normal gravity value computed on the
 DU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0019.degrees latitude (g = 980.6199 gals.).
 DU0019
 DU0019.The modeled gravity was interpolated from observed gravity values.
 DU0019
 DU0019;                    North         East    Units  Estimated Accuracy
 DU0019;SPC AZ E     -   292,270.      201,640.      MT  (+/- 180 meters Scaled)
 DU0019
 DU0019                          SUPERSEDED SURVEY CONTROL
 DU0019
 DU0019  NGVD 29 (??/??/92) 1749.691  (m)         5740.44   (f) ADJ UNCH    1 2
 DU0019
 DU0019.Superseded values are not recommended for survey control.
 DU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0019.See file dsdata.txt to determine how the superseded data were derived.
 DU0019
 DU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC655220(NAD 83)
 DU0019_MARKER: DB = BENCH MARK DISK
 DU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0019_STAMPING: F 44 1934
 DU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0019+STABILITY: SURFACE MOTION
 DU0019
 DU0019  HISTORY     - Date     Condition        Report By
 DU0019  HISTORY     - 1934     MONUMENTED       CGS
 DU0019
 DU0019                          STATION DESCRIPTION
 DU0019
 DU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0019'32.2 MI SW FROM WHITERIVER.
 DU0019'IN GILA COUNTY, 32.2 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0019'WHITERIVER, NAVAJO COUNTY, 9.1 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0019'BLACK RIVER, 175 YARDS NORTHWEST OF LOG CABINS, 75 FEET NORTHEAST OF A
 DU0019'CULVERT, ON A SMALL FLAT, AND 37 FEET EAST OF THE CENTERLINE OF THE
 DU0019'HIGHWAY.  A STANDARD DISK, STAMPED F 44 1934 AND SET IN THE TOP OF A
 DU0019'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0011 ***********************************************************************
 ES0011  DESIGNATION -  F 45
 ES0011  PID         -  ES0011
 ES0011  STATE/COUNTY-  AZ/NAVAJO
 ES0011  USGS QUAD   -  FLATTOP HILL (1970)
 ES0011
 ES0011                         *CURRENT SURVEY CONTROL
 ES0011  ___________________________________________________________________
 ES0011* NAD 83(1986)-  34 43 45.     (N)    110 08 16.     (W)     SCALED    
 ES0011* NAVD 88     -      1672.638  (meters)    5487.65   (feet)  ADJUSTED  
 ES0011  ___________________________________________________________________
 ES0011  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0011  DYNAMIC HT  -        1670.289 (meters)    5479.94  (feet)  COMP
 ES0011  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 ES0011
 ES0011  VERT ORDER  -  FIRST     CLASS II
 ES0011
 ES0011.The horizontal coordinates were scaled from a topographic map and have
 ES0011.an estimated accuracy of +/- 6 seconds.
 ES0011
 ES0011.The orthometric height was determined by differential leveling
 ES0011.and adjusted in June 1991.
 ES0011
 ES0011.The geoid height was determined by GEOID03.
 ES0011
 ES0011.The dynamic height is computed by dividing the NAVD 88
 ES0011.geopotential number by the normal gravity value computed on the
 ES0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0011.degrees latitude (g = 980.6199 gals.).
 ES0011
 ES0011.The modeled gravity was interpolated from observed gravity values.
 ES0011
 ES0011;                    North         East    Units  Estimated Accuracy
 ES0011;SPC AZ E     -   413,530.      216,010.      MT  (+/- 180 meters Scaled)
 ES0011
 ES0011                          SUPERSEDED SURVEY CONTROL
 ES0011
 ES0011  NGVD 29 (??/??/92) 1671.796  (m)         5484.88   (f) ADJ UNCH    1 2
 ES0011
 ES0011.Superseded values are not recommended for survey control.
 ES0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0011.See file dsdata.txt to determine how the superseded data were derived.
 ES0011
 ES0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD789433(NAD 83)
 ES0011_MARKER: DB = BENCH MARK DISK
 ES0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0011_STAMPING: F - 45 1934
 ES0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0011+STABILITY: SURFACE MOTION
 ES0011
 ES0011  HISTORY     - Date     Condition        Report By
 ES0011  HISTORY     - 1934     MONUMENTED       CGS
 ES0011
 ES0011                          STATION DESCRIPTION
 ES0011
 ES0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0011'14.0 MI S FROM HOLBROOK.
 ES0011'14.0 MILES SOUTH OF POST OFFICE, ALONG RAILROAD.  IN LINE WITH
 ES0011'TELEPHONE POLES.  122 FT. EAST OF CENTER LINE OF APACHE R. R. TRACKS.
 ES0011'ACROSS TRACKS FROM MILE POST NO. 14.  CONCRETE POST 11 INCHES ABOVE
 ES0011'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0273 ***********************************************************************
 ER0273  DESIGNATION -  F 46
 ER0273  PID         -  ER0273
 ER0273  STATE/COUNTY-  AZ/NAVAJO
 ER0273  USGS QUAD   -  LAKESIDE (1984)
 ER0273
 ER0273                         *CURRENT SURVEY CONTROL
 ER0273  ___________________________________________________________________
 ER0273* NAD 83(1986)-  34 13 11.     (N)    109 52 36.     (W)     SCALED    
 ER0273* NAVD 88     -      2121.239  (meters)    6959.43   (feet)  ADJUSTED  
 ER0273  ___________________________________________________________________
 ER0273  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ER0273  DYNAMIC HT  -        2118.001 (meters)    6948.81  (feet)  COMP
 ER0273  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 ER0273
 ER0273  VERT ORDER  -  FIRST     CLASS II
 ER0273
 ER0273.The horizontal coordinates were scaled from a topographic map and have
 ER0273.an estimated accuracy of +/- 6 seconds.
 ER0273
 ER0273.The orthometric height was determined by differential leveling
 ER0273.and adjusted in June 1991.
 ER0273
 ER0273.The geoid height was determined by GEOID03.
 ER0273
 ER0273.The dynamic height is computed by dividing the NAVD 88
 ER0273.geopotential number by the normal gravity value computed on the
 ER0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0273.degrees latitude (g = 980.6199 gals.).
 ER0273
 ER0273.The modeled gravity was interpolated from observed gravity values.
 ER0273
 ER0273;                    North         East    Units  Estimated Accuracy
 ER0273;SPC AZ E     -   357,060.      240,080.      MT  (+/- 180 meters Scaled)
 ER0273
 ER0273                          SUPERSEDED SURVEY CONTROL
 ER0273
 ER0273  NGVD 29 (??/??/92) 2120.306  (m)         6956.37   (f) ADJ UNCH    1 2
 ER0273
 ER0273.Superseded values are not recommended for survey control.
 ER0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0273.See file dsdata.txt to determine how the superseded data were derived.
 ER0273
 ER0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC034870(NAD 83)
 ER0273_MARKER: DB = BENCH MARK DISK
 ER0273_SETTING: 66 = SET IN ROCK OUTCROP
 ER0273_SP_SET: OUTCROP
 ER0273_STAMPING: F 46 1934
 ER0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0273+STABILITY: POSITION/ELEVATION WELL
 ER0273
 ER0273  HISTORY     - Date     Condition        Report By
 ER0273  HISTORY     - 1934     MONUMENTED       CGS
 ER0273  HISTORY     - 1987     MARK NOT FOUND   NGS
 ER0273
 ER0273                          STATION DESCRIPTION
 ER0273
 ER0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0273'12.4 MI N FROM MCNARY.
 ER0273'12.4 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 1.7 MILES NORTH
 ER0273'OF SPONSELLAR SIDING, 2 POLES NORTH OF MILE POLE 60, 20 FT. WEST OF
 ER0273'CENTER LINE OF TRACK, 28 FT. EAST OF TELEGRAPH LINE, 6 FT. EAST OF
 ER0273'STONE CAIRN, IN BASALT OUTCROP.
 ER0273
 ER0273                          STATION RECOVERY (1987)
 ER0273
 ER0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 ER0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1215 ***********************************************************************
 DA1215  DESIGNATION -  F 469
 DA1215  PID         -  DA1215
 DA1215  STATE/COUNTY-  AZ/MARICOPA
 DA1215  USGS QUAD   -  DEADMAN GAP (1986)
 DA1215
 DA1215                         *CURRENT SURVEY CONTROL
 DA1215  ___________________________________________________________________
 DA1215* NAD 83(1986)-  32 31 48.     (N)    112 51 05.     (W)     SCALED    
 DA1215* NAVD 88     -       387.946  (meters)    1272.79   (feet)  ADJUSTED  
 DA1215  ___________________________________________________________________
 DA1215  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA1215  DYNAMIC HT  -         387.467 (meters)    1271.21  (feet)  COMP
 DA1215  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 DA1215
 DA1215  VERT ORDER  -  FIRST     CLASS II
 DA1215
 DA1215.The horizontal coordinates were scaled from a topographic map and have
 DA1215.an estimated accuracy of +/- 6 seconds.
 DA1215
 DA1215.The orthometric height was determined by differential leveling
 DA1215.and adjusted in June 1991.
 DA1215
 DA1215.The geoid height was determined by GEOID03.
 DA1215
 DA1215.The dynamic height is computed by dividing the NAVD 88
 DA1215.geopotential number by the normal gravity value computed on the
 DA1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1215.degrees latitude (g = 980.6199 gals.).
 DA1215
 DA1215.The modeled gravity was interpolated from observed gravity values.
 DA1215
 DA1215;                    North         East    Units  Estimated Accuracy
 DA1215;SPC AZ C     -   170,020.      125,550.      MT  (+/- 180 meters Scaled)
 DA1215
 DA1215                          SUPERSEDED SURVEY CONTROL
 DA1215
 DA1215.No superseded survey control is available for this station.
 DA1215
 DA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261006(NAD 83)
 DA1215_MARKER: DB = BENCH MARK DISK
 DA1215_SETTING: 66 = SET IN ROCK OUTCROP
 DA1215_SP_SET: ROCK OUTCROP
 DA1215_STAMPING: F 469 1980
 DA1215_MARK LOGO: NGS   
 DA1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1215+STABILITY: POSITION/ELEVATION WELL
 DA1215
 DA1215  HISTORY     - Date     Condition        Report By
 DA1215  HISTORY     - 1980     MONUMENTED       NGS
 DA1215
 DA1215                          STATION DESCRIPTION
 DA1215
 DA1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1215'21.0 KM (13.05 MI) NE FROM AJO.
 DA1215'20.7 KM (12.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1215'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, THENCE 0.3 KM (0.2
 DA1215'MI) WEST ACROSS COUNTRY, AT THE EAST EDGE OF THE MIDDLE ONE OF THREE
 DA1215'MOUNTAINS OF THE CRATER RANGE, SET IN TOP OF A SMALL ROCK OUTCROP,
 DA1215'93.3 METERS (306 FT) WEST OF THE CENTERLINE OF A DIRT ROAD, 30.5
 DA1215'METERS (100 FT) NORTH OF THE CENTERLINE OF A ROCK RAVINE BETWEEN THE
 DA1215'MOUNTAINS, 3.0 METERS (10.0 FT) NORTHEAST OF A 1 X 2 INCH HOLE IN THE
 DA1215'ROCK.  ALSO 0.5 KM (0.3 MI) NORTHWEST OF BENCH MARK N 332.
 DA1215'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DA1215'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0231 ***********************************************************************
 ER0231  DESIGNATION -  F 47
 ER0231  PID         -  ER0231
 ER0231  STATE/COUNTY-  AZ/APACHE
 ER0231  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0231
 ER0231                         *CURRENT SURVEY CONTROL
 ER0231  ___________________________________________________________________
 ER0231* NAD 83(1986)-  34 21 11.     (N)    109 24 49.     (W)     SCALED    
 ER0231* NAVD 88     -      1924.572  (meters)    6314.20   (feet)  ADJUSTED  
 ER0231  ___________________________________________________________________
 ER0231  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ER0231  DYNAMIC HT  -        1921.743 (meters)    6304.92  (feet)  COMP
 ER0231  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 ER0231
 ER0231  VERT ORDER  -  SECOND    CLASS 0
 ER0231
 ER0231.The horizontal coordinates were scaled from a topographic map and have
 ER0231.an estimated accuracy of +/- 6 seconds.
 ER0231
 ER0231.The orthometric height was determined by differential leveling
 ER0231.and adjusted in June 1991.
 ER0231
 ER0231.The geoid height was determined by GEOID03.
 ER0231
 ER0231.The dynamic height is computed by dividing the NAVD 88
 ER0231.geopotential number by the normal gravity value computed on the
 ER0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0231.degrees latitude (g = 980.6199 gals.).
 ER0231
 ER0231.The modeled gravity was interpolated from observed gravity values.
 ER0231
 ER0231;                    North         East    Units  Estimated Accuracy
 ER0231;SPC AZ E     -   372,070.      282,640.      MT  (+/- 180 meters Scaled)
 ER0231
 ER0231                          SUPERSEDED SURVEY CONTROL
 ER0231
 ER0231  NGVD 29 (??/??/92) 1923.714  (m)         6311.39   (f) ADJ UNCH    2 0
 ER0231
 ER0231.Superseded values are not recommended for survey control.
 ER0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0231.See file dsdata.txt to determine how the superseded data were derived.
 ER0231
 ER0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD458024(NAD 83)
 ER0231_MARKER: DB = BENCH MARK DISK
 ER0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0231_STAMPING: F 47 1934
 ER0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0231+STABILITY: SURFACE MOTION
 ER0231
 ER0231  HISTORY     - Date     Condition        Report By
 ER0231  HISTORY     - 1934     MONUMENTED       CGS
 ER0231  HISTORY     - 1971     GOOD             USGS
 ER0231
 ER0231                          STATION DESCRIPTION
 ER0231
 ER0231'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0231'18 MI NNW FROM SPRINGERVILLE.
 ER0231'SPRINGERVILLE, P.O. 4.8 MI NW OF ALONG U.S. HWY 60, THENCE 13.2 MI NNW
 ER0231'FROM ALONG OLD US HWY 260, ABOUT 0.1 MI S OF LARGE HWY CUT, ABOUT 0.1
 ER0231'MI E OF BORROW PITS, ABOUT 2.0 FT S OF A 40 IN GALVANIZED IRON
 ER0231'CULVERT, 90 FT S OF CATTLEGUARD ON T RD E., 47 FT E OF CENTER LINE OF
 ER0231'RD, 4 FT S OF FENCE CORNER, ON CONC. POST PROJECTING 0.5 FT ABOVE GRD
 ER0231'A USC AND GS DISC STAMPED F47 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1193 ***********************************************************************
 DA1193  DESIGNATION -  F 470
 DA1193  PID         -  DA1193
 DA1193  STATE/COUNTY-  AZ/YUMA
 DA1193  USGS QUAD   -  MOHAWK (1982)
 DA1193
 DA1193                         *CURRENT SURVEY CONTROL
 DA1193  ___________________________________________________________________
 DA1193* NAD 83(1986)-  32 42 35.     (N)    113 52 01.     (W)     SCALED    
 DA1193* NAVD 88     -       102.068  (meters)     334.87   (feet)  ADJUSTED  
 DA1193  ___________________________________________________________________
 DA1193  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DA1193  DYNAMIC HT  -         101.950 (meters)     334.48  (feet)  COMP
 DA1193  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 DA1193
 DA1193  VERT ORDER  -  FIRST     CLASS II
 DA1193
 DA1193.The horizontal coordinates were scaled from a topographic map and have
 DA1193.an estimated accuracy of +/- 6 seconds.
 DA1193
 DA1193.The orthometric height was determined by differential leveling
 DA1193.and adjusted in June 1991.
 DA1193
 DA1193.The geoid height was determined by GEOID03.
 DA1193
 DA1193.The dynamic height is computed by dividing the NAVD 88
 DA1193.geopotential number by the normal gravity value computed on the
 DA1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1193.degrees latitude (g = 980.6199 gals.).
 DA1193
 DA1193.The modeled gravity was interpolated from observed gravity values.
 DA1193
 DA1193;                    North         East    Units  Estimated Accuracy
 DA1193;SPC AZ W     -   189,580.      202,400.      MT  (+/- 180 meters Scaled)
 DA1193
 DA1193                          SUPERSEDED SURVEY CONTROL
 DA1193
 DA1193.No superseded survey control is available for this station.
 DA1193
 DA1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB312227(NAD 83)
 DA1193_MARKER: I = METAL ROD
 DA1193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1193_SP_SET: STAINLESS STEEL ROD
 DA1193_STAMPING: F 470 1981
 DA1193_MARK LOGO: NGS   
 DA1193_PROJECTION: FLUSH
 DA1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1193+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1193_ROD/PIPE-DEPTH: 6.1  meters
 DA1193
 DA1193  HISTORY     - Date     Condition        Report By
 DA1193  HISTORY     - 1981     MONUMENTED       NGS
 DA1193  HISTORY     - 20090206 GOOD             GEOCAC
 DA1193
 DA1193                          STATION DESCRIPTION
 DA1193
 DA1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1193'8.3 KM (5.15 MI) NE FROM TACNA.
 DA1193'8.3 KM (5.15 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1193'IN TACNA, AT A POWER LINE CROSSING, AT SOUTHERN PACIFIC RAILROAD
 DA1193'MILEPOLE 786, 17.4 M (57.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1193'HIGHWAY, 29.1 M (95.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 15.3 M
 DA1193'(50.0 FT) NORTHWEST OF THE MILEPOLE, 11.3 M (37.0 FT) NORTHEAST OF THE
 DA1193'EXTENDED CENTERLINE OF AVENUE 45E, 1.4 M (4.5 FT) SOUTHWEST OF POWER
 DA1193'POLE NUMBER 81.
 DA1193'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1193'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1193
 DA1193                          STATION RECOVERY (2009)
 DA1193
 DA1193'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1193'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1193' 
 DA1193'OF N 32 42' 35.9 W 113 52' 01.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0132 ***********************************************************************
 CH0132  DESIGNATION -  F 471
 CH0132  PID         -  CH0132
 CH0132  STATE/COUNTY-  AZ/PIMA
 CH0132  USGS QUAD   -  LUKEVILLE (1988)
 CH0132
 CH0132                         *CURRENT SURVEY CONTROL
 CH0132  ___________________________________________________________________
 CH0132* NAD 83(1986)-  31 57 15.     (N)    112 48 00.     (W)     SCALED    
 CH0132* NAVD 88     -       511.214  (meters)    1677.21   (feet)  ADJUSTED  
 CH0132  ___________________________________________________________________
 CH0132  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 CH0132  DYNAMIC HT  -         510.545 (meters)    1675.01  (feet)  COMP
 CH0132  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 CH0132
 CH0132  VERT ORDER  -  FIRST     CLASS II
 CH0132
 CH0132.The horizontal coordinates were scaled from a topographic map and have
 CH0132.an estimated accuracy of +/- 6 seconds.
 CH0132
 CH0132.The orthometric height was determined by differential leveling
 CH0132.and adjusted in June 1991.
 CH0132
 CH0132.The geoid height was determined by GEOID03.
 CH0132
 CH0132.The dynamic height is computed by dividing the NAVD 88
 CH0132.geopotential number by the normal gravity value computed on the
 CH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0132.degrees latitude (g = 980.6199 gals.).
 CH0132
 CH0132.The modeled gravity was interpolated from observed gravity values.
 CH0132
 CH0132;                    North         East    Units  Estimated Accuracy
 CH0132;SPC AZ C     -   106,130.      129,860.      MT  (+/- 180 meters Scaled)
 CH0132
 CH0132                          SUPERSEDED SURVEY CONTROL
 CH0132
 CH0132.No superseded survey control is available for this station.
 CH0132
 CH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA298367(NAD 83)
 CH0132_MARKER: I = METAL ROD
 CH0132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CH0132_SP_SET: STAINLESS STEEL ROD
 CH0132_STAMPING: F 471 1981
 CH0132_MARK LOGO: NGS   
 CH0132_PROJECTION: FLUSH
 CH0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0132_ROD/PIPE-DEPTH: 1.8  meters
 CH0132
 CH0132  HISTORY     - Date     Condition        Report By
 CH0132  HISTORY     - 1981     MONUMENTED       NGS
 CH0132  HISTORY     - 19941110 GOOD             USPSQD
 CH0132  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 CH0132
 CH0132                          STATION DESCRIPTION
 CH0132
 CH0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0132'8.4 KM (5.2 MI) NE FROM LUKEVILLE.
 CH0132'8.4 KM (5.2 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0132'IN LUKEVILLE, 0.3 KM (0.2 MI) SOUTHWEST OF HIGHWAY MILEPOST 75, 0.2 KM
 CH0132'(0.1 MI) SOUTHEAST OF THE ORGAN PIPE CACTUS NATIONAL MONUMENT
 CH0132'HEADQUATERS, 16.0 M (52.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CH0132'7.5 M (24.5 FT) NORTH OF THE CENTERLINE OF AJO MOUNTAIN ROAD, 1.7 M
 CH0132'(5.5 FT) NORTH OF THE NORTH LEG SUPPORTING A PARK SIGN. ROD DRIVEN TO
 CH0132'REFUSAL.
 CH0132'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CH0132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 CH0132
 CH0132                          STATION RECOVERY (1994)
 CH0132
 CH0132'RECOVERY NOTE BY US POWER SQUADRON 1994
 CH0132'RECOVERED IN GOOD CONDITION.
 CH0132
 CH0132                          STATION RECOVERY (1999)
 CH0132
 CH0132'RECOVERY NOTE BY US POWER SQUADRON 1999
 CH0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0728 ***********************************************************************
 EU0728  DESIGNATION -  F 472
 EU0728  PID         -  EU0728
 EU0728  STATE/COUNTY-  AZ/MOHAVE
 EU0728  USGS QUAD   -  YUCCA NW (1970)
 EU0728
 EU0728                         *CURRENT SURVEY CONTROL
 EU0728  ___________________________________________________________________
 EU0728* NAD 83(1986)-  34 52 39.     (N)    114 08 43.     (W)     SCALED    
 EU0728* NAVD 88     -       569.929  (meters)    1869.84   (feet)  ADJUSTED  
 EU0728  ___________________________________________________________________
 EU0728  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 EU0728  DYNAMIC HT  -         569.292 (meters)    1867.75  (feet)  COMP
 EU0728  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 EU0728
 EU0728  VERT ORDER  -  FIRST     CLASS II
 EU0728
 EU0728.The horizontal coordinates were scaled from a topographic map and have
 EU0728.an estimated accuracy of +/- 6 seconds.
 EU0728
 EU0728.The orthometric height was determined by differential leveling
 EU0728.and adjusted in June 1991.
 EU0728
 EU0728.The geoid height was determined by GEOID03.
 EU0728
 EU0728.The dynamic height is computed by dividing the NAVD 88
 EU0728.geopotential number by the normal gravity value computed on the
 EU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0728.degrees latitude (g = 980.6199 gals.).
 EU0728
 EU0728.The modeled gravity was interpolated from observed gravity values.
 EU0728
 EU0728;                    North         East    Units  Estimated Accuracy
 EU0728;SPC AZ W     -   430,070.      177,220.      MT  (+/- 180 meters Scaled)
 EU0728
 EU0728                          SUPERSEDED SURVEY CONTROL
 EU0728
 EU0728.No superseded survey control is available for this station.
 EU0728
 EU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609631(NAD 83)
 EU0728_MARKER: DB = BENCH MARK DISK
 EU0728_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EU0728+WITH SETTING: PAVEMENT
 EU0728_SP_SET: WELL CASING
 EU0728_STAMPING: F 472 1981
 EU0728_MARK LOGO: NGS   
 EU0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0728+STABILITY: POSITION/ELEVATION WELL
 EU0728
 EU0728  HISTORY     - Date     Condition        Report By
 EU0728  HISTORY     - 1981     MONUMENTED       NGS
 EU0728  HISTORY     - 1981     GOOD             NGS
 EU0728  HISTORY     - 1981     GOOD             NGS
 EU0728
 EU0728                          STATION DESCRIPTION
 EU0728
 EU0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0728'IN YUCCA.
 EU0728'IN YUCCA, 0.2 KM (0.1 MI) SOUTH OF THE MAIN ENTRANCE TO THE FORD
 EU0728'AUTOMOTIVE PROVING GROUNDS, AT THE WEST EDGE OF THE PROVING GROUNDS,
 EU0728'IN TOP THE SOUTHWEST CORNER OF A CONCRETE WELL FOUNDATION, 3.5 METERS
 EU0728'(11.5 FT) NORTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 EU0728'AROUND THE WELL, 3.5 METERS (11.5 FT) SOUTHEAST OF A POWER LINE POLE
 EU0728'WITH A SWITCH BOX AND ELECTRIC METER, 0.8 METERS (2.5 FT) SOUTHWEST OF
 EU0728'THE WELL PUMP.
 EU0728'THE MARK IS 0.6 M ABOVE THE GROUND.
 EU0728
 EU0728                          STATION RECOVERY (1981)
 EU0728
 EU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0728'RECOVERED IN GOOD CONDITION.
 EU0728
 EU0728                          STATION RECOVERY (1981)
 EU0728
 EU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1305 ***********************************************************************
 DU1305  DESIGNATION -  F 473
 DU1305  PID         -  DU1305
 DU1305  STATE/COUNTY-  AZ/MARICOPA
 DU1305  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1305
 DU1305                         *CURRENT SURVEY CONTROL
 DU1305  ___________________________________________________________________
 DU1305* NAD 83(1986)-  33 32 14.     (N)    111 20 46.     (W)     SCALED    
 DU1305* NAVD 88     -       769.733  (meters)    2525.37   (feet)  ADJUSTED  
 DU1305  ___________________________________________________________________
 DU1305  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DU1305  DYNAMIC HT  -         768.721 (meters)    2522.05  (feet)  COMP
 DU1305  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 DU1305
 DU1305  VERT ORDER  -  FIRST     CLASS II
 DU1305
 DU1305.The horizontal coordinates were scaled from a topographic map and have
 DU1305.an estimated accuracy of +/- 6 seconds.
 DU1305
 DU1305.The orthometric height was determined by differential leveling
 DU1305.and adjusted in June 1991.
 DU1305
 DU1305.The geoid height was determined by GEOID03.
 DU1305
 DU1305.The dynamic height is computed by dividing the NAVD 88
 DU1305.geopotential number by the normal gravity value computed on the
 DU1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1305.degrees latitude (g = 980.6199 gals.).
 DU1305
 DU1305.The modeled gravity was interpolated from observed gravity values.
 DU1305
 DU1305;                    North         East    Units  Estimated Accuracy
 DU1305;SPC AZ C     -   281,470.      266,350.      MT  (+/- 180 meters Scaled)
 DU1305
 DU1305                          SUPERSEDED SURVEY CONTROL
 DU1305
 DU1305.No superseded survey control is available for this station.
 DU1305
 DU1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC678109(NAD 83)
 DU1305_MARKER: DB = BENCH MARK DISK
 DU1305_SETTING: 66 = SET IN ROCK OUTCROP
 DU1305_SP_SET: ROCK OUTCROP
 DU1305_STAMPING: F 473 1980
 DU1305_MARK LOGO: NGS   
 DU1305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1305+STABILITY: POSITION/ELEVATION WELL
 DU1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1305+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DU1305
 DU1305  HISTORY     - Date     Condition        Report By
 DU1305  HISTORY     - 1980     MONUMENTED       NGS
 DU1305  HISTORY     - 20070512 GOOD             GEOCAC
 DU1305  HISTORY     - 20081008 GOOD             GEOCAC
 DU1305
 DU1305                          STATION DESCRIPTION
 DU1305
 DU1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1305'5.1 KM (3.2 MI) NE FROM TORTILLA FLAT.
 DU1305'5.1 KM (3.2 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1305'AT TORTILLA FLAT, AT A HIGH TENSION POWER LINE CROSSING THE HIGHWAY,
 DU1305'IN TOP OF A CONGLOMERATE OUTCROP , 12.6 METERS (41.0 FT) EAST OF
 DU1305'THE CENTERLINE OF THE HIGHWAY, 122.6 METERS (402 FT) SOUTH OF HIGHWAY
 DU1305'MILEPOST 218, 54.8 METERS (180 FT) NORTH OF THE NORTHEAST CORNER OF
 DU1305'A CATTLE GUARD, 45.1 METERS (148 FT) NORTH-NORTHEAST OF
 DU1305'THE THE NORTH LEG OF A STEEL POWER LINE TOWER.
 DU1305'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 DU1305'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1305
 DU1305                          STATION RECOVERY (2007)
 DU1305
 DU1305'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1305'RECOVERED IN GOOD CONDITION.
 DU1305
 DU1305                          STATION RECOVERY (2008)
 DU1305
 DU1305'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1305'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU1305'33 32.238' W 111
 DU1305'20.763'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1337 ***********************************************************************
 DU1337  DESIGNATION -  F 474
 DU1337  PID         -  DU1337
 DU1337  STATE/COUNTY-  AZ/MARICOPA
 DU1337  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1337
 DU1337                         *CURRENT SURVEY CONTROL
 DU1337  ___________________________________________________________________
 DU1337* NAD 83(1986)-  33 31 16.     (N)    111 51 25.     (W)     SCALED    
 DU1337* NAVD 88     -       392.475  (meters)    1287.65   (feet)  READJUSTED
 DU1337  ___________________________________________________________________
 DU1337  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1337  DYNAMIC HT  -         392.010 (meters)    1286.12  (feet)  COMP
 DU1337  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DU1337
 DU1337  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DU1337
 DU1337.The horizontal coordinates were scaled from a topographic map and have
 DU1337.an estimated accuracy of +/- 6 seconds.
 DU1337
 DU1337.The orthometric height was determined by differential leveling
 DU1337.and adjusted in July 2002.
 DU1337.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DU1337.distribution rate of 2.1 thru 3.0 mm/km.
 DU1337.The height was derived from older observations constrained to new
 DU1337.heights in a crustal motion area.  The height is approximate in
 DU1337.relation to other heights in its vicinity.
 DU1337
 DU1337.The geoid height was determined by GEOID03.
 DU1337
 DU1337.The dynamic height is computed by dividing the NAVD 88
 DU1337.geopotential number by the normal gravity value computed on the
 DU1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1337.degrees latitude (g = 980.6199 gals.).
 DU1337
 DU1337.The modeled gravity was interpolated from observed gravity values.
 DU1337
 DU1337;                    North         East    Units  Estimated Accuracy
 DU1337;SPC AZ C     -   279,540.      218,910.      MT  (+/- 180 meters Scaled)
 DU1337
 DU1337                          SUPERSEDED SURVEY CONTROL
 DU1337
 DU1337  NAVD 88 (04/19/99)  392.459  (m)         1287.59   (f) UNKNOWN     1 2
 DU1337  NAVD 88 (06/15/91)  392.477  (m)         1287.65   (f) UNKNOWN     1 2
 DU1337
 DU1337.Superseded values are not recommended for survey control.
 DU1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1337.See file dsdata.txt to determine how the superseded data were derived.
 DU1337
 DU1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC204093(NAD 83)
 DU1337_MARKER: DV = VERTICAL CONTROL DISK
 DU1337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU1337+WITH SETTING: PAVEMENT
 DU1337_SP_SET: WELL FOUNDATION
 DU1337_STAMPING: F 474 1981
 DU1337_MARK LOGO: CGS   
 DU1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1337+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DU1337
 DU1337  HISTORY     - Date     Condition        Report By
 DU1337  HISTORY     - 1981     MONUMENTED       NGS
 DU1337  HISTORY     - 19990307 GOOD             NGS
 DU1337  HISTORY     - 20070404 GOOD             GEOCAC
 DU1337
 DU1337                          STATION DESCRIPTION
 DU1337
 DU1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1337'5.5 KM (3.45 MI) EAST FROM SCOTTSDALE.
 DU1337'5.5 KILOMETERS (3.45 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1337'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1337'NORTHWEST CORNER OF AN ABANDONED IRRIGATION PUMP PAD AND CONNECTED TO
 DU1337'A 60 CENTIMETER (24 INCHES) WELL CASING, 75.1 METERS (246.5 FEET)
 DU1337'SOUTHWEST OF THE CENTERLINE OF SOUTH CANAL ROAD, 23.3 METERS (76.4
 DU1337'FEET) WEST OF THE CENTERLINE OF ALMA SCHOOL ROAD, 27.6 METERS (90.5
 DU1337'FEET) SOUTHWEST OF CGS BM S 268, 0.2 METER (0.7 FOOT) EAST OF THE WEST
 DU1337'EDGE OF THE PAD AND 0.2 METER (0.7 FOOT) SOUTH OF THE NORTH EDGE OF
 DU1337'THE PAD.
 DU1337'THE MARK IS ABOVE LEVEL WITH ALMA SCHOOL ROAD.
 DU1337
 DU1337                          STATION RECOVERY (1999)
 DU1337
 DU1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1337'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1337'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 DU1337'3.6 KM (2.25 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 DU1337'ARIZONA CANAL, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE NORTHWEST
 DU1337'CORNER OF A CONCRETE SLAB AROUND AN ABANDONED IRRIGATION WELL, 73.1 M
 DU1337'(239.8 FT) SOUTHWEST OF THE ROAD CENTER, 29.7 M (97.4 FT) WEST OF THE
 DU1337'CENTER OF ALMA SCHOOL ROAD, 27.5 M (90.2 FT) SOUTHWEST OF BENCH MARK S
 DU1337'268, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF ALMA SCHOOL ROAD. NOTE--THE
 DU1337'MARK IS ON PROPERTY OWNED BY THE SALT RIVER PROJECT, 1505 NORTH
 DU1337'PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE NUMBER (602) 319-2495.
 DU1337
 DU1337                          STATION RECOVERY (2007)
 DU1337
 DU1337'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1269 ***********************************************************************
 DV1269  DESIGNATION -  F 475
 DV1269  PID         -  DV1269
 DV1269  STATE/COUNTY-  AZ/MARICOPA
 DV1269  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1269
 DV1269                         *CURRENT SURVEY CONTROL
 DV1269  ___________________________________________________________________
 DV1269* NAD 83(1986)-  33 41 30.     (N)    112 11 51.     (W)     SCALED    
 DV1269* NAVD 88     -       430.567  (meters)    1412.62   (feet)  ADJUSTED  
 DV1269  ___________________________________________________________________
 DV1269  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1269  DYNAMIC HT  -         430.067 (meters)    1410.98  (feet)  COMP
 DV1269  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1269
 DV1269  VERT ORDER  -  FIRST     CLASS II
 DV1269
 DV1269.The horizontal coordinates were scaled from a topographic map and have
 DV1269.an estimated accuracy of +/- 6 seconds.
 DV1269
 DV1269.The orthometric height was determined by differential leveling
 DV1269.and adjusted in June 1991.
 DV1269
 DV1269.The geoid height was determined by GEOID03.
 DV1269
 DV1269.The dynamic height is computed by dividing the NAVD 88
 DV1269.geopotential number by the normal gravity value computed on the
 DV1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1269.degrees latitude (g = 980.6199 gals.).
 DV1269
 DV1269.The modeled gravity was interpolated from observed gravity values.
 DV1269
 DV1269;                    North         East    Units  Estimated Accuracy
 DV1269;SPC AZ C     -   298,490.      187,320.      MT  (+/- 180 meters Scaled)
 DV1269
 DV1269                          SUPERSEDED SURVEY CONTROL
 DV1269
 DV1269.No superseded survey control is available for this station.
 DV1269
 DV1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC890286(NAD 83)
 DV1269_MARKER: DB = BENCH MARK DISK
 DV1269_SETTING: 66 = SET IN ROCK OUTCROP
 DV1269_SP_SET: ROCK OUTCROP
 DV1269_STAMPING: F 475 1981
 DV1269_MARK LOGO: NGS   
 DV1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1269+STABILITY: POSITION/ELEVATION WELL
 DV1269
 DV1269  HISTORY     - Date     Condition        Report By
 DV1269  HISTORY     - 1981     MONUMENTED       NGS
 DV1269  HISTORY     - 1983     MARK NOT FOUND   AZDT
 DV1269
 DV1269                          STATION DESCRIPTION
 DV1269
 DV1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1269'32.9 KM (20.45 MI) NW FROM PHOENIX.
 DV1269'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1269'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM 5.2 MI) WEST
 DV1269'ALONG BEARDSLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTH ALONG 67TH AVENUE,
 DV1269'THENCE 0.5 KM (0.35 MI) EAST ACROSS COUNTRY TO A PICNIC AREA LOCATED
 DV1269'IN A SADDLE OF 2 SMALLER MOUNTAINS, AT THUNDERBIRD PARK, IN THE
 DV1269'HIGHEST POINT OF A 2 BY 15 FOOT VEIN OF WHITE QUARTZ, 1 FOOT NORTH
 DV1269'OF THE SOUTH END, ON THE WEST SLOPE OF THE MOUNTAIN NORTHEAST OF THE
 DV1269'PICNIC AREA, 22.9 M (75 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 DV1269'10 BY 15 FOOT BRICK RESTROOM BUILDING, 38.1 METERS (125 FT) EAST OF
 DV1269'THE EXTENDED CENTERLINE OF A ROAD LEADING TO THE PICNIC AREA.
 DV1269'THE MARK IS 7 M ABOVE A PARKING LOT.
 DV1269
 DV1269                          STATION RECOVERY (1983)
 DV1269
 DV1269'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1269'THE CAP HAD BEEN BROKEN OFF AND ONLY THE STEM REMAINS.  THE AZDT USED
 DV1269'THE STEM FOR ONE OF THEIR BENCH MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1244 ***********************************************************************
 DV1244  DESIGNATION -  F 476
 DV1244  PID         -  DV1244
 DV1244  STATE/COUNTY-  AZ/MARICOPA
 DV1244  USGS QUAD   -  COTTON CENTER (1973)
 DV1244
 DV1244                         *CURRENT SURVEY CONTROL
 DV1244  ___________________________________________________________________
 DV1244* NAD 83(1986)-  33 01 00.     (N)    112 39 58.     (W)     SCALED    
 DV1244* NAVD 88     -       219.786  (meters)     721.08   (feet)  ADJUSTED  
 DV1244  ___________________________________________________________________
 DV1244  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1244  DYNAMIC HT  -         219.528 (meters)     720.23  (feet)  COMP
 DV1244  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 DV1244
 DV1244  VERT ORDER  -  FIRST     CLASS II
 DV1244
 DV1244.The horizontal coordinates were scaled from a topographic map and have
 DV1244.an estimated accuracy of +/- 6 seconds.
 DV1244
 DV1244.The orthometric height was determined by differential leveling
 DV1244.and adjusted in June 1991.
 DV1244
 DV1244.The geoid height was determined by GEOID03.
 DV1244
 DV1244.The dynamic height is computed by dividing the NAVD 88
 DV1244.geopotential number by the normal gravity value computed on the
 DV1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1244.degrees latitude (g = 980.6199 gals.).
 DV1244
 DV1244.The modeled gravity was interpolated from observed gravity values.
 DV1244
 DV1244;                    North         East    Units  Estimated Accuracy
 DV1244;SPC AZ C     -   223,850.      143,340.      MT  (+/- 180 meters Scaled)
 DV1244
 DV1244                          SUPERSEDED SURVEY CONTROL
 DV1244
 DV1244.No superseded survey control is available for this station.
 DV1244
 DV1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB443543(NAD 83)
 DV1244_MARKER: DB = BENCH MARK DISK
 DV1244_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1244_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1244_STAMPING: F 476 1981
 DV1244_MARK LOGO: NGS   
 DV1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1244+STABILITY: POSITION/ELEVATION WELL
 DV1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1244+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV1244
 DV1244  HISTORY     - Date     Condition        Report By
 DV1244  HISTORY     - 1981     MONUMENTED       NGS
 DV1244  HISTORY     - 20060128 GOOD             USPSQD
 DV1244  HISTORY     - 20060129 GOOD             USPSQD
 DV1244  HISTORY     - 20070417 GOOD             GEOCAC
 DV1244
 DV1244                          STATION DESCRIPTION
 DV1244
 DV1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1244'9.7 KM (6.05 MI) NORTH FROM GILA BEND.
 DV1244'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1244'STATION AT GILA BEND, THENCE 8.35 KM (5.2 MI) NORTH ALONG THE
 DV1244'ARLINGTON-HASSAYAMPA ROAD, AT THE NORTHWEST CORNER OF THE CROSSING
 DV1244'OF A DRY WASH, AT DEEP WATER WELL IRRIGATION PUMP 71-10, IN TOP OF
 DV1244'THE NORTHWEST CORNER OF THE 6 BY 6 FOOT CONCRETE PAD WHICH IS ATTACHED
 DV1244'TO THE WELL CASING, 32.2 METERS (105.5 FT) WEST OF THE CENTERLINE OF
 DV1244'THE ROAD, 12.2 METERS (40 FT) SOUTHWEST OF A POWER LINE POLE BEARING
 DV1244'3 TRANSFORMERS, 0.65 METER (2.1 FT) NORTHWEST OF THE CENTER OF THE
 DV1244'PUMP, 0.45 METER (1.5 FT) EAST OF THE WEST EDGE OF THE PAD, 0.45
 DV1244'METER (1.5 FT) SOUTH OF THE NORTH EDGE OF THE PAD.
 DV1244'THE MARK IS 1 M BELOW THE ROAD.
 DV1244
 DV1244                          STATION RECOVERY (2006)
 DV1244
 DV1244'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1244'RECOVERED AS DESCRIBED.
 DV1244
 DV1244                          STATION RECOVERY (2006)
 DV1244
 DV1244'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1244'RECOVERED AS DESCRIBED.
 DV1244
 DV1244                          STATION RECOVERY (2007)
 DV1244
 DV1244'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1370 ***********************************************************************
 DV1370  DESIGNATION -  F 477
 DV1370  PID         -  DV1370
 DV1370  STATE/COUNTY-  AZ/LA PAZ
 DV1370  USGS QUAD   -  SOCORRO MINE (1990)
 DV1370
 DV1370                         *CURRENT SURVEY CONTROL
 DV1370  ___________________________________________________________________
 DV1370* NAD 83(1986)-  33 40 20.     (N)    113 25 26.     (W)     SCALED    
 DV1370* NAVD 88     -       475.134  (meters)    1558.84   (feet)  ADJUSTED  
 DV1370  ___________________________________________________________________
 DV1370  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV1370  DYNAMIC HT  -         474.578 (meters)    1557.01  (feet)  COMP
 DV1370  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 DV1370
 DV1370  VERT ORDER  -  FIRST     CLASS II
 DV1370
 DV1370.The horizontal coordinates were scaled from a topographic map and have
 DV1370.an estimated accuracy of +/- 6 seconds.
 DV1370
 DV1370.The orthometric height was determined by differential leveling
 DV1370.and adjusted in June 1991.
 DV1370
 DV1370.The geoid height was determined by GEOID03.
 DV1370
 DV1370.The dynamic height is computed by dividing the NAVD 88
 DV1370.geopotential number by the normal gravity value computed on the
 DV1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1370.degrees latitude (g = 980.6199 gals.).
 DV1370
 DV1370.The modeled gravity was interpolated from observed gravity values.
 DV1370
 DV1370;                    North         East    Units  Estimated Accuracy
 DV1370;SPC AZ W     -   296,360.      243,600.      MT  (+/- 180 meters Scaled)
 DV1370
 DV1370                          SUPERSEDED SURVEY CONTROL
 DV1370
 DV1370.No superseded survey control is available for this station.
 DV1370
 DV1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC752284(NAD 83)
 DV1370_MARKER: I = METAL ROD
 DV1370_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1370_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1370_STAMPING: F 477 1981
 DV1370_MARK LOGO: NGS   
 DV1370_PROJECTION: FLUSH
 DV1370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1370+STABILITY: POSITION/ELEVATION WELL
 DV1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1370+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV1370_ROD/PIPE-DEPTH: 9.8  meters
 DV1370_SLEEVE-DEPTH  : 8.2 meters
 DV1370
 DV1370  HISTORY     - Date     Condition        Report By
 DV1370  HISTORY     - 1981     MONUMENTED       NGS
 DV1370  HISTORY     - 20060519 GOOD             GEOCAC
 DV1370
 DV1370                          STATION DESCRIPTION
 DV1370
 DV1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1370'22.1 KM (13.75 MI) SE FROM SALOME.
 DV1370'22.1 KM (13.75 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION
 DV1370'OF US HIGHWAY 60 AT SALOME, AT THE WEST CORNER OF THE T JUNCTION OF
 DV1370'A DIRT ROAD LEADING SOUTHWEST TO BELL TELEPHONE SUB-STATION BUILDING
 DV1370'10, 0.2 KM (0.1 MI) NORTHWEST OF THE T JUNCTION OF AVENUE 71 E LEADING
 DV1370'SOUTH, AT THE SOUTHEAST END OF A S CURVE IN THE ROAD, 17.3 METERS
 DV1370'(56.8 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30.7 METERS
 DV1370'(100.7 FT) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 68.4 METERS
 DV1370'(224.3 FT) EAST OF THE SOUTHEAST END OF A CATTLE GUARD HEADWALL.
 DV1370'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 DV1370'THE MARK IS 1.1 M ABOVE THE ROAD.
 DV1370
 DV1370                          STATION RECOVERY (2006)
 DV1370
 DV1370'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1370'RECOVERED AS DESCRIBED, EXCEPT THE DIRT ROAD IS NO LONGER THERE AND IT
 DV1370'IS 51 FEET SOUTH OF THE CENTERLINE OF SALOME ROAD. HANDHELD
 DV1370'COORDINATES ARE
 DV1370'33 40 20.94 (N)   113 25 25.62 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1407 ***********************************************************************
 DV1407  DESIGNATION -  F 478
 DV1407  PID         -  DV1407
 DV1407  STATE/COUNTY-  AZ/LA PAZ
 DV1407  USGS QUAD   -  HOPE (1990)
 DV1407
 DV1407                         *CURRENT SURVEY CONTROL
 DV1407  ___________________________________________________________________
 DV1407* NAD 83(1986)-  33 43 15.     (N)    113 43 50.     (W)     SCALED    
 DV1407* NAVD 88     -       418.053  (meters)    1371.56   (feet)  ADJUSTED  
 DV1407  ___________________________________________________________________
 DV1407  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1407  DYNAMIC HT  -         417.576 (meters)    1370.00  (feet)  COMP
 DV1407  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 DV1407
 DV1407  VERT ORDER  -  FIRST     CLASS II
 DV1407
 DV1407.The horizontal coordinates were scaled from a topographic map and have
 DV1407.an estimated accuracy of +/- 6 seconds.
 DV1407
 DV1407.The orthometric height was determined by differential leveling
 DV1407.and adjusted in June 1991.
 DV1407
 DV1407.The geoid height was determined by GEOID03.
 DV1407
 DV1407.The dynamic height is computed by dividing the NAVD 88
 DV1407.geopotential number by the normal gravity value computed on the
 DV1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1407.degrees latitude (g = 980.6199 gals.).
 DV1407
 DV1407.The modeled gravity was interpolated from observed gravity values.
 DV1407
 DV1407;                    North         East    Units  Estimated Accuracy
 DV1407;SPC AZ W     -   301,700.      215,160.      MT  (+/- 180 meters Scaled)
 DV1407
 DV1407                          SUPERSEDED SURVEY CONTROL
 DV1407
 DV1407.No superseded survey control is available for this station.
 DV1407
 DV1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC469345(NAD 83)
 DV1407_MARKER: I = METAL ROD
 DV1407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1407_SP_SET: STAINLESS STEEL ROD
 DV1407_STAMPING: F 478 1981
 DV1407_MARK LOGO: NGS   
 DV1407_PROJECTION: FLUSH
 DV1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1407_ROD/PIPE-DEPTH: 5.8  meters
 DV1407
 DV1407  HISTORY     - Date     Condition        Report By
 DV1407  HISTORY     - 1981     MONUMENTED       NGS
 DV1407
 DV1407                          STATION DESCRIPTION
 DV1407
 DV1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1407'14.1 KM (8.75 MI) SW FROM SALOME.
 DV1407'14.1 KM (8.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1407'SALOME ROAD IN SALOME, 88.6 METERS (290 FT) EAST-SOUTHEAST OF THE EAST
 DV1407'END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE-BOX CONCRETE CULVERT
 DV1407'UNDER THE HIGHWAY, 48.2 METERS (158 FT) SOUTHWEST OF HIGHWAY MILEPOST
 DV1407'48, 27.4 METERS (90.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.8
 DV1407'METERS (51.8 FT) EAST OF A POWER POLE, 15.8 METERS (51.8 FT) WEST OF A
 DV1407'BRACED ANGLE IRON POST IN THE RIGHT-OF-WAY FENCE, 0.4 METERS (1.3 FT)
 DV1407'NORTH OF THE FENCE LINE.
 DV1407'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DV1407'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1301 ***********************************************************************
 DW1301  DESIGNATION -  F 479
 DW1301  PID         -  DW1301
 DW1301  STATE/COUNTY-  AZ/LA PAZ
 DW1301  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1301
 DW1301                         *CURRENT SURVEY CONTROL
 DW1301  ___________________________________________________________________
 DW1301* NAD 83(1986)-  33 39 09.     (N)    114 15 43.     (W)     SCALED    
 DW1301* NAVD 88     -       300.108  (meters)     984.60   (feet)  ADJUSTED  
 DW1301  ___________________________________________________________________
 DW1301  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DW1301  DYNAMIC HT  -         299.771 (meters)     983.50  (feet)  COMP
 DW1301  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 DW1301
 DW1301  VERT ORDER  -  FIRST     CLASS II
 DW1301
 DW1301.The horizontal coordinates were scaled from a topographic map and have
 DW1301.an estimated accuracy of +/- 6 seconds.
 DW1301
 DW1301.The orthometric height was determined by differential leveling
 DW1301.and adjusted in June 1991.
 DW1301
 DW1301.The geoid height was determined by GEOID03.
 DW1301
 DW1301.The dynamic height is computed by dividing the NAVD 88
 DW1301.geopotential number by the normal gravity value computed on the
 DW1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1301.degrees latitude (g = 980.6199 gals.).
 DW1301
 DW1301.The modeled gravity was interpolated from observed gravity values.
 DW1301
 DW1301;                    North         East    Units  Estimated Accuracy
 DW1301;SPC AZ W     -   294,240.      165,880.      MT  (+/- 180 meters Scaled)
 DW1301
 DW1301                          SUPERSEDED SURVEY CONTROL
 DW1301
 DW1301.No superseded survey control is available for this station.
 DW1301
 DW1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT539269(NAD 83)
 DW1301_MARKER: DB = BENCH MARK DISK
 DW1301_SETTING: 66 = SET IN ROCK OUTCROP
 DW1301_SP_SET: ROCK OUTCROP
 DW1301_STAMPING: F 479 1981
 DW1301_MARK LOGO: NGS   
 DW1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1301+STABILITY: POSITION/ELEVATION WELL
 DW1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW1301+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW1301
 DW1301  HISTORY     - Date     Condition        Report By
 DW1301  HISTORY     - 1981     MONUMENTED       NGS
 DW1301  HISTORY     - 20090218 GOOD             GEOCAC
 DW1301
 DW1301                          STATION DESCRIPTION
 DW1301
 DW1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1301'2.2 KM (1.4 MI) WEST FROM QUARTZSITE.
 DW1301'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1301'95 OVERPASS IN QUARTZSITE, THENCE 2.2 KM (1.4 MI) WEST ALONG OLD U.S.
 DW1301'HIGHWAY 60, AT THE CENTER OF A SLIGHT S CURVE, ON THE NORTHEAST EDGE
 DW1301'OF A SHALLOW RAVINE, SET IN TOP OF A GRANITE OUTCROP AT THE BASE OF AN
 DW1301'8 X 16.5 FOOT SMOOTH FACED VERTICAL GRANITE OUTCROP, 5.2 METERS (17.0
 DW1301'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 60.7 METERS (119 FT)
 DW1301'NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL FOR
 DW1301'A 30-INCH CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 3.4 METERS (11.0
 DW1301'FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE SMOOTH FACED ROCK, 0.8
 DW1301'METER (2.6 FT) NORTHWEST OF THE VERTICAL FACE.
 DW1301'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 DW1301'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DW1301
 DW1301                          STATION RECOVERY (2009)
 DW1301
 DW1301'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW1301'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DW1301'OF N 33 39 09.0 W
 DW1301'114 15 43.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0169 ***********************************************************************
 ER0169  DESIGNATION -  F 48
 ER0169  PID         -  ER0169
 ER0169  STATE/COUNTY-  AZ/APACHE
 ER0169  USGS QUAD   -  CEADRO SPRING (1984)
 ER0169
 ER0169                         *CURRENT SURVEY CONTROL
 ER0169  ___________________________________________________________________
 ER0169* NAD 83(1986)-  34 49 00.     (N)    109 14 29.     (W)     SCALED    
 ER0169* NAVD 88     -      1846.680  (meters)    6058.65   (feet)  ADJUSTED  
 ER0169  ___________________________________________________________________
 ER0169  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 ER0169  DYNAMIC HT  -        1844.017 (meters)    6049.91  (feet)  COMP
 ER0169  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 ER0169
 ER0169  VERT ORDER  -  SECOND    CLASS 0
 ER0169
 ER0169.The horizontal coordinates were scaled from a topographic map and have
 ER0169.an estimated accuracy of +/- 6 seconds.
 ER0169
 ER0169.The orthometric height was determined by differential leveling
 ER0169.and adjusted in June 1991.
 ER0169
 ER0169.The geoid height was determined by GEOID03.
 ER0169
 ER0169.The dynamic height is computed by dividing the NAVD 88
 ER0169.geopotential number by the normal gravity value computed on the
 ER0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0169.degrees latitude (g = 980.6199 gals.).
 ER0169
 ER0169.The modeled gravity was interpolated from observed gravity values.
 ER0169
 ER0169;                    North         East    Units  Estimated Accuracy
 ER0169;SPC AZ E     -   423,630.      298,010.      MT  (+/- 180 meters Scaled)
 ER0169
 ER0169                          SUPERSEDED SURVEY CONTROL
 ER0169
 ER0169  NGVD 29 (??/??/92) 1845.772  (m)         6055.67   (f) ADJ UNCH    2 0
 ER0169
 ER0169.Superseded values are not recommended for survey control.
 ER0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0169.See file dsdata.txt to determine how the superseded data were derived.
 ER0169
 ER0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD608541(NAD 83)
 ER0169_MARKER: DB = BENCH MARK DISK
 ER0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0169_STAMPING: F 48 1934
 ER0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0169+STABILITY: SURFACE MOTION
 ER0169
 ER0169  HISTORY     - Date     Condition        Report By
 ER0169  HISTORY     - 1934     MONUMENTED       CGS
 ER0169  HISTORY     - 1974     GOOD             USGS
 ER0169
 ER0169                          STATION DESCRIPTION
 ER0169
 ER0169'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0169'24.2 MI NE FROM ST JOHNS.
 ER0169'ST JOHNS, 24.2 MI. E. AND N. OF ALONG US HWY 666 TO A FENCE
 ER0169'INTERSECTING THE HWY ON THE LEFT.  THENCE .1 MILE WEST ALONG S. EDGE
 ER0169'OF FENCE TO OLD HWY.  THENCE .55 MILES S. ALONG OLD HWY TO BM ON THE
 ER0169'RIGHT.  BM IS 37 FT. WEST OF THE CENTERLINE OF OLD RD.  A STANDARD USC
 ER0169'AND GS TABLET STAMPED F 48 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1488 ***********************************************************************
 DV1488  DESIGNATION -  F 480
 DV1488  PID         -  DV1488
 DV1488  STATE/COUNTY-  AZ/LA PAZ
 DV1488  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1488
 DV1488                         *CURRENT SURVEY CONTROL
 DV1488  ___________________________________________________________________
 DV1488* NAD 83(1986)-  33 59 27.     (N)    113 34 56.     (W)     SCALED    
 DV1488* NAVD 88     -       632.375  (meters)    2074.72   (feet)  ADJUSTED  
 DV1488  ___________________________________________________________________
 DV1488  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV1488  DYNAMIC HT  -         631.642 (meters)    2072.31  (feet)  COMP
 DV1488  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 DV1488  OBS GRAVITY -     979,457.4   (mgal)                       GRAV_OBS
 DV1488
 DV1488  VERT ORDER  -  FIRST     CLASS II
 DV1488
 DV1488.The horizontal coordinates were scaled from a topographic map and have
 DV1488.an estimated accuracy of +/- 6 seconds.
 DV1488
 DV1488.The orthometric height was determined by differential leveling
 DV1488.and adjusted in June 1991.
 DV1488
 DV1488.The geoid height was determined by GEOID03.
 DV1488
 DV1488.The dynamic height is computed by dividing the NAVD 88
 DV1488.geopotential number by the normal gravity value computed on the
 DV1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1488.degrees latitude (g = 980.6199 gals.).
 DV1488
 DV1488.The modeled gravity was interpolated from observed gravity values.
 DV1488.The observed gravity was obtained from relative gravimeter ties
 DV1488.to the IGSN71 gravity network.
 DV1488
 DV1488;                    North         East    Units  Estimated Accuracy
 DV1488;SPC AZ W     -   331,660.      228,860.      MT  (+/- 180 meters Scaled)
 DV1488
 DV1488                          SUPERSEDED SURVEY CONTROL
 DV1488
 DV1488.No superseded survey control is available for this station.
 DV1488
 DV1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC614641(NAD 83)
 DV1488_MARKER: I = METAL ROD
 DV1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1488_SP_SET: STAINLESS STEEL ROD
 DV1488_STAMPING: F 480 1981
 DV1488_MARK LOGO: NGS   
 DV1488_PROJECTION: FLUSH
 DV1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1488+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV1488_ROD/PIPE-DEPTH: 2.4  meters
 DV1488
 DV1488  HISTORY     - Date     Condition        Report By
 DV1488  HISTORY     - 1981     MONUMENTED       NGS
 DV1488  HISTORY     - 19990306 GOOD             USPSQD
 DV1488  HISTORY     - 20070210 GOOD             USPSQD
 DV1488
 DV1488                          STATION DESCRIPTION
 DV1488
 DV1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1488'20.3 KM (12.6 MI) NORTH FROM WENDEN.
 DV1488'20.3 KM (12.6 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1488'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.3 KM (0.2 MI) SOUTH-SOUTHWEST
 DV1488'OF A LOW HILL, IN THE EAST CORNER OF OF THE JUNCTION OF A ROAD FOR A
 DV1488'HIGH PRESSURE GAS LINE, 24.4 METERS (80.0 FT) EAST OF THE CENTERLINE
 DV1488'OF THE WENDEN-LAKE ALAMO ROAD, 29.9 METERS (98.0 FT) NORTHEAST OF THE
 DV1488'CENTERLINE OF THE GAS LINE ROAD.
 DV1488'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 DV1488'THE MARK IS 0.9 M BELOW THE PAVED ROAD CENTERLINE.
 DV1488
 DV1488                          STATION RECOVERY (1999)
 DV1488
 DV1488'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1488'RECOVERED IN GOOD CONDITION.
 DV1488
 DV1488                          STATION RECOVERY (2007)
 DV1488
 DV1488'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV1488'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0771 ***********************************************************************
 ET0771  DESIGNATION -  F 481
 ET0771  PID         -  ET0771
 ET0771  STATE/COUNTY-  AZ/LA PAZ
 ET0771  USGS QUAD   -  ALAMO DAM (1990)
 ET0771
 ET0771                         *CURRENT SURVEY CONTROL
 ET0771  ___________________________________________________________________
 ET0771* NAD 83(1986)-  34 14 09.     (N)    113 33 53.     (W)     SCALED    
 ET0771* NAVD 88     -       411.448  (meters)    1349.89   (feet)  ADJUSTED  
 ET0771  ___________________________________________________________________
 ET0771  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ET0771  DYNAMIC HT  -         410.990 (meters)    1348.39  (feet)  COMP
 ET0771  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 ET0771  OBS GRAVITY -     979,510.1   (mgal)                       GRAV_OBS
 ET0771
 ET0771  VERT ORDER  -  FIRST     CLASS II
 ET0771
 ET0771.The horizontal coordinates were scaled from a topographic map and have
 ET0771.an estimated accuracy of +/- 6 seconds.
 ET0771
 ET0771.The orthometric height was determined by differential leveling
 ET0771.and adjusted in June 1991.
 ET0771
 ET0771.The geoid height was determined by GEOID03.
 ET0771
 ET0771.The dynamic height is computed by dividing the NAVD 88
 ET0771.geopotential number by the normal gravity value computed on the
 ET0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0771.degrees latitude (g = 980.6199 gals.).
 ET0771
 ET0771.The modeled gravity was interpolated from observed gravity values.
 ET0771.The observed gravity was obtained from relative gravimeter ties
 ET0771.to the IGSN71 gravity network.
 ET0771
 ET0771;                    North         East    Units  Estimated Accuracy
 ET0771;SPC AZ W     -   358,840.      230,430.      MT  (+/- 180 meters Scaled)
 ET0771
 ET0771                          SUPERSEDED SURVEY CONTROL
 ET0771
 ET0771.No superseded survey control is available for this station.
 ET0771
 ET0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC637912(NAD 83)
 ET0771_MARKER: I = METAL ROD
 ET0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0771_SP_SET: STAINLESS STEEL ROD
 ET0771_STAMPING: F 481 1981
 ET0771_MARK LOGO: NGS   
 ET0771_PROJECTION: FLUSH
 ET0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0771+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0771_ROD/PIPE-DEPTH: 1.8  meters
 ET0771
 ET0771  HISTORY     - Date     Condition        Report By
 ET0771  HISTORY     - 1981     MONUMENTED       NGS
 ET0771  HISTORY     - 19990306 GOOD             USPSQD
 ET0771  HISTORY     - 20081016 GOOD             GEOCAC
 ET0771
 ET0771                          STATION DESCRIPTION
 ET0771
 ET0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0771'4.3 KM (2.7 MI) SE FROM ALAMO LAKE.
 ET0771'4.3 KM (2.7 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0771'SOUTHEAST END OF ALAMO DAM, 1.6 KM (1.0 MI) NORTHEAST OF THE JUNCTION
 ET0771'OF LAKE VIEW DRIVE, 0.2 KM (0.1 MI) NORTHEAST OF A STEEP ALLUVIAL WASH
 ET0771'BANK, AT THE SOUTHWEST END OF AN ALLUVIAL ROAD CUT AND THE NORTHEAST
 ET0771'END OF A 0.1-MILE ROAD FILL, 11.9 METERS (39.0 FT) NORTHWEST OF THE
 ET0771'CENTERLINE OF THE ROAD, 65.8 METERS (216 FT) NORTHEAST OF THE
 ET0771'CENTERLINE OF A MACADAM CURB DRAIN WITH AN 18-INCH CORRUGATED PIPE
 ET0771'CULVERT.
 ET0771'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 ET0771'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ET0771
 ET0771                          STATION RECOVERY (1999)
 ET0771
 ET0771'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0771'RECOVERED IN GOOD CONDITION.
 ET0771
 ET0771                          STATION RECOVERY (2008)
 ET0771
 ET0771'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0771'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0771' 
 ET0771'N 34 14.146'  W 113 33.893'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0796 ***********************************************************************
 ET0796  DESIGNATION -  F 482
 ET0796  PID         -  ET0796
 ET0796  STATE/COUNTY-  AZ/MOHAVE
 ET0796  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0796
 ET0796                         *CURRENT SURVEY CONTROL
 ET0796  ___________________________________________________________________
 ET0796* NAD 83(1986)-  34 21 16.     (N)    113 41 41.     (W)     SCALED    
 ET0796* NAVD 88     -       636.729  (meters)    2089.00   (feet)  ADJUSTED  
 ET0796  ___________________________________________________________________
 ET0796  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ET0796  DYNAMIC HT  -         635.993 (meters)    2086.59  (feet)  COMP
 ET0796  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 ET0796
 ET0796  VERT ORDER  -  FIRST     CLASS II
 ET0796
 ET0796.The horizontal coordinates were scaled from a topographic map and have
 ET0796.an estimated accuracy of +/- 6 seconds.
 ET0796
 ET0796.The orthometric height was determined by differential leveling
 ET0796.and adjusted in June 1991.
 ET0796
 ET0796.The geoid height was determined by GEOID03.
 ET0796
 ET0796.The dynamic height is computed by dividing the NAVD 88
 ET0796.geopotential number by the normal gravity value computed on the
 ET0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0796.degrees latitude (g = 980.6199 gals.).
 ET0796
 ET0796.The modeled gravity was interpolated from observed gravity values.
 ET0796
 ET0796;                    North         East    Units  Estimated Accuracy
 ET0796;SPC AZ W     -   371,980.      218,450.      MT  (+/- 180 meters Scaled)
 ET0796
 ET0796                          SUPERSEDED SURVEY CONTROL
 ET0796
 ET0796.No superseded survey control is available for this station.
 ET0796
 ET0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD521047(NAD 83)
 ET0796_MARKER: I = METAL ROD
 ET0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0796_SP_SET: STAINLESS STEEL ROD
 ET0796_STAMPING: F 482 1981
 ET0796_MARK LOGO: NGS   
 ET0796_PROJECTION: FLUSH
 ET0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0796_ROD/PIPE-DEPTH: 1.8  meters
 ET0796
 ET0796  HISTORY     - Date     Condition        Report By
 ET0796  HISTORY     - 1981     MONUMENTED       NGS
 ET0796
 ET0796                          STATION DESCRIPTION
 ET0796
 ET0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0796'77.6 KM (48.2 MI) SE FROM YUCCA.
 ET0796'77.6 KM (48.2 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0796'INTERSTATE HIGHWAY 40 IN YUCCA, 0.3 KM (0.2 MI) EAST OF THE SUMMIT OF
 ET0796'A STEEP ROAD GRADE, ON THE NORTH END OF A RIDGE, 8.1 METERS (26.5 FT)
 ET0796'NORTH OF THE CENTERLINE OF THE ROAD, 35.7 METERS (117 FT) EAST OF THE
 ET0796'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A SMALL RAVINE AT THE
 ET0796'BOTTOM OF THE GRADE.
 ET0796'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 ET0796'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0904 ***********************************************************************
 FS0904  DESIGNATION -  F 484
 FS0904  PID         -  FS0904
 FS0904  STATE/COUNTY-  AZ/MOHAVE
 FS0904  USGS QUAD   -  KINGMAN (1980)
 FS0904
 FS0904                         *CURRENT SURVEY CONTROL
 FS0904  ___________________________________________________________________
 FS0904* NAD 83(1986)-  35 09 31.     (N)    114 04 43.     (W)     SCALED    
 FS0904* NAVD 88     -       927.692  (meters)    3043.60   (feet)  ADJUSTED  
 FS0904  ___________________________________________________________________
 FS0904  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FS0904  DYNAMIC HT  -         926.615 (meters)    3040.07  (feet)  COMP
 FS0904  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 FS0904  OBS GRAVITY -     979,444.7   (mgal)                       GRAV_OBS
 FS0904
 FS0904  VERT ORDER  -  FIRST     CLASS II
 FS0904
 FS0904.The horizontal coordinates were scaled from a topographic map and have
 FS0904.an estimated accuracy of +/- 6 seconds.
 FS0904
 FS0904.The orthometric height was determined by differential leveling
 FS0904.and adjusted in June 1991.
 FS0904
 FS0904.The geoid height was determined by GEOID03.
 FS0904
 FS0904.The dynamic height is computed by dividing the NAVD 88
 FS0904.geopotential number by the normal gravity value computed on the
 FS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0904.degrees latitude (g = 980.6199 gals.).
 FS0904
 FS0904.The modeled gravity was interpolated from observed gravity values.
 FS0904.The observed gravity was obtained from relative gravimeter ties
 FS0904.to the IGSN71 gravity network.
 FS0904
 FS0904;                    North         East    Units  Estimated Accuracy
 FS0904;SPC AZ W     -   461,230.      183,420.      MT  (+/- 180 meters Scaled)
 FS0904
 FS0904                          SUPERSEDED SURVEY CONTROL
 FS0904
 FS0904.No superseded survey control is available for this station.
 FS0904
 FS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU661945(NAD 83)
 FS0904_MARKER: DB = BENCH MARK DISK
 FS0904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0904_SP_SET: HEADWALL
 FS0904_STAMPING: F 484 1981
 FS0904_MARK LOGO: NGS   
 FS0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0904
 FS0904  HISTORY     - Date     Condition        Report By
 FS0904  HISTORY     - 1981     MONUMENTED       NGS
 FS0904
 FS0904                          STATION DESCRIPTION
 FS0904
 FS0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0904'5.9 KM (3.7 MI) SOUTH FROM KINGMAN.
 FS0904'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0904'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 5.1 KM (3.2 MI) SOUTH ALONG
 FS0904'OLD US HIGHWAY 66,  AT A 5-CHANNEL CONCRETE BOX CULVERT, IN TOP OF
 FS0904'THE SOUTHEAST HEADWALL 0.3 METER (1 FT) SOUTHWEST OF THE NORTHEAST
 FS0904'END, 0.25 KM (0.15 MI) SOUTHWEST OF MILEPOST 50, 5.8 METERS (19 FT)
 FS0904'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 METER (2 FT)
 FS0904'SOUTHEAST OF A METAL GUARD RAIL.
 FS0904'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0771 ***********************************************************************
 EU0771  DESIGNATION -  F 485
 EU0771  PID         -  EU0771
 EU0771  STATE/COUNTY-  AZ/MOHAVE
 EU0771  USGS QUAD   -  FRANCONIA (1970)
 EU0771
 EU0771                         *CURRENT SURVEY CONTROL
 EU0771  ___________________________________________________________________
 EU0771* NAD 83(1986)-  34 43 40.     (N)    114 22 11.     (W)     SCALED    
 EU0771* NAVD 88     -       248.030  (meters)     813.75   (feet)  ADJUSTED  
 EU0771  ___________________________________________________________________
 EU0771  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EU0771  DYNAMIC HT  -         247.771 (meters)     812.90  (feet)  COMP
 EU0771  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 EU0771
 EU0771  VERT ORDER  -  FIRST     CLASS II
 EU0771
 EU0771.The horizontal coordinates were scaled from a topographic map and have
 EU0771.an estimated accuracy of +/- 6 seconds.
 EU0771
 EU0771.The orthometric height was determined by differential leveling
 EU0771.and adjusted in June 1991.
 EU0771
 EU0771.The geoid height was determined by GEOID03.
 EU0771
 EU0771.The dynamic height is computed by dividing the NAVD 88
 EU0771.geopotential number by the normal gravity value computed on the
 EU0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0771.degrees latitude (g = 980.6199 gals.).
 EU0771
 EU0771.The modeled gravity was interpolated from observed gravity values.
 EU0771
 EU0771;                    North         East    Units  Estimated Accuracy
 EU0771;SPC AZ W     -   413,570.      156,600.      MT  (+/- 180 meters Scaled)
 EU0771
 EU0771                          SUPERSEDED SURVEY CONTROL
 EU0771
 EU0771.No superseded survey control is available for this station.
 EU0771
 EU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU408460(NAD 83)
 EU0771_MARKER: DB = BENCH MARK DISK
 EU0771_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EU0771_SP_SET: HEADWALL
 EU0771_STAMPING: F 485 1981
 EU0771_MARK LOGO: NGS   
 EU0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0771
 EU0771  HISTORY     - Date     Condition        Report By
 EU0771  HISTORY     - 1981     MONUMENTED       NGS
 EU0771
 EU0771                          STATION DESCRIPTION
 EU0771
 EU0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0771'10.7 KM (6.65 MI) NE FROM TOPOCK.
 EU0771'10.7 KM (6.65 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0771'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN TOP OF THE EAST END OF
 EU0771'THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER THE WEST BOUND
 EU0771'TRAFFIC LANES, 12.6 METERS (41.5 FT) SOUTH OF THE CENTERLINE OF THE
 EU0771'WEST BOUND LANES.
 EU0771'THE MARK IS 0.3 M BELOW THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0927 ***********************************************************************
 FS0927  DESIGNATION -  F 486
 FS0927  PID         -  FS0927
 FS0927  STATE/COUNTY-  AZ/MOHAVE
 FS0927  USGS QUAD   -  CERBAT (1968)
 FS0927
 FS0927                         *CURRENT SURVEY CONTROL
 FS0927  ___________________________________________________________________
 FS0927* NAD 83(1986)-  35 15 26.     (N)    114 09 32.     (W)     SCALED    
 FS0927* NAVD 88     -      1003.032  (meters)    3290.78   (feet)  ADJUSTED  
 FS0927  ___________________________________________________________________
 FS0927  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0927  DYNAMIC HT  -        1001.867 (meters)    3286.96  (feet)  COMP
 FS0927  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 FS0927  OBS GRAVITY -     979,437.6   (mgal)                       GRAV_OBS
 FS0927
 FS0927  VERT ORDER  -  FIRST     CLASS II
 FS0927
 FS0927.The horizontal coordinates were scaled from a topographic map and have
 FS0927.an estimated accuracy of +/- 6 seconds.
 FS0927
 FS0927.The orthometric height was determined by differential leveling
 FS0927.and adjusted in June 1991.
 FS0927
 FS0927.The geoid height was determined by GEOID03.
 FS0927
 FS0927.The dynamic height is computed by dividing the NAVD 88
 FS0927.geopotential number by the normal gravity value computed on the
 FS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0927.degrees latitude (g = 980.6199 gals.).
 FS0927
 FS0927.The modeled gravity was interpolated from observed gravity values.
 FS0927.The observed gravity was obtained from relative gravimeter ties
 FS0927.to the IGSN71 gravity network.
 FS0927
 FS0927;                    North         East    Units  Estimated Accuracy
 FS0927;SPC AZ W     -   472,200.      176,150.      MT  (+/- 180 meters Scaled)
 FS0927
 FS0927                          SUPERSEDED SURVEY CONTROL
 FS0927
 FS0927.No superseded survey control is available for this station.
 FS0927
 FS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV584052(NAD 83)
 FS0927_MARKER: DB = BENCH MARK DISK
 FS0927_SETTING: 80 = SET IN A BOULDER
 FS0927_SP_SET: BOULDER
 FS0927_STAMPING: F 486 1982
 FS0927_MARK LOGO: NGS   
 FS0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0927
 FS0927  HISTORY     - Date     Condition        Report By
 FS0927  HISTORY     - 1982     MONUMENTED       NGS
 FS0927
 FS0927                          STATION DESCRIPTION
 FS0927
 FS0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0927'12.1 KM (7.5 MI) NW FROM KINGMAN.
 FS0927'12.1 KM (7.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0927'HIGHWAY 40 OVERPASS IN KINGMAN, 17.1 KM (10.6 MI) SOUTHEAST OF
 FS0927'CHLORIDE, 0.2 KM (0.1 MI) SOUTHEAST OF THE CROSSING OF THE OLD
 FS0927'HIGHWAY, IN TOP OF A MASSIVE BOULDER EMBEDDED INTO A VOLCANIC TUFT,
 FS0927'30.4 METERS (100 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 FS0927'16.4 METERS (54 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45.7
 FS0927'METERS (150 FT) WEST OF MILEPOST 64 AND TWO 36-INCH METAL PIPE
 FS0927'CULVERTS, 18.2 METERS (60 FT) NORTHEAST OF A FENCE.
 FS0927'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FS0927'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0706 ***********************************************************************
 FR0706  DESIGNATION -  F 487
 FR0706  PID         -  FR0706
 FR0706  STATE/COUNTY-  AZ/MOHAVE
 FR0706  USGS QUAD   -  VALENTINE (1980)
 FR0706
 FR0706                         *CURRENT SURVEY CONTROL
 FR0706  ___________________________________________________________________
 FR0706* NAD 83(1986)-  35 26 56.     (N)    113 38 07.     (W)     SCALED    
 FR0706* NAVD 88     -      1299.173  (meters)    4262.37   (feet)  ADJUSTED  
 FR0706  ___________________________________________________________________
 FR0706  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FR0706  DYNAMIC HT  -        1297.579 (meters)    4257.14  (feet)  COMP
 FR0706  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 FR0706
 FR0706  VERT ORDER  -  FIRST     CLASS II
 FR0706
 FR0706.The horizontal coordinates were scaled from a topographic map and have
 FR0706.an estimated accuracy of +/- 6 seconds.
 FR0706
 FR0706.The orthometric height was determined by differential leveling
 FR0706.and adjusted in June 1991.
 FR0706
 FR0706.The geoid height was determined by GEOID03.
 FR0706
 FR0706.The dynamic height is computed by dividing the NAVD 88
 FR0706.geopotential number by the normal gravity value computed on the
 FR0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0706.degrees latitude (g = 980.6199 gals.).
 FR0706
 FR0706.The modeled gravity was interpolated from observed gravity values.
 FR0706
 FR0706;                    North         East    Units  Estimated Accuracy
 FR0706;SPC AZ W     -   493,390.      223,780.      MT  (+/- 180 meters Scaled)
 FR0706
 FR0706                          SUPERSEDED SURVEY CONTROL
 FR0706
 FR0706.No superseded survey control is available for this station.
 FR0706
 FR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE608260(NAD 83)
 FR0706_MARKER: DB = BENCH MARK DISK
 FR0706_SETTING: 66 = SET IN ROCK OUTCROP
 FR0706_SP_SET: ROCK OUTCROP
 FR0706_STAMPING: F 487 1982
 FR0706_MARK LOGO: NGS   
 FR0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0706+STABILITY: POSITION/ELEVATION WELL
 FR0706
 FR0706  HISTORY     - Date     Condition        Report By
 FR0706  HISTORY     - 1982     MONUMENTED       NGS
 FR0706
 FR0706                          STATION DESCRIPTION
 FR0706
 FR0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0706'21.8 KM (13.6 MI) SW FROM PEACH SPRINGS.
 FR0706'21.8 KM (13.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0706'OFFICE AT PEACH SPRINGS, 20.0 METERS (66.0 FEET) SOUTHWEST OF HIGHWAY
 FR0706'MILEPOST 90, 12.0 METERS (39.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 FR0706'THE HIGHWAY, IN TOP OF A 2 BY 4 FOOT EXPOSED LEDGE OF VOLICANIC
 FR0706'OUTCROP AT THE APPROXIMATE CENTER OF THE SOUTHEAST BANK OF A LONG
 FR0706'HIGHWAY CUT.
 FR0706'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FR0706'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0733 ***********************************************************************
 FR0733  DESIGNATION -  F 488
 FR0733  PID         -  FR0733
 FR0733  STATE/COUNTY-  AZ/COCONINO
 FR0733  USGS QUAD   -  NELSON (1967)
 FR0733
 FR0733                         *CURRENT SURVEY CONTROL
 FR0733  ___________________________________________________________________
 FR0733* NAD 83(1986)-  35 32 25.     (N)    113 16 03.     (W)     SCALED    
 FR0733* NAVD 88     -      1658.798  (meters)    5442.24   (feet)  ADJUSTED  
 FR0733  ___________________________________________________________________
 FR0733  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FR0733  DYNAMIC HT  -        1656.648 (meters)    5435.19  (feet)  COMP
 FR0733  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 FR0733
 FR0733  VERT ORDER  -  FIRST     CLASS II
 FR0733
 FR0733.The horizontal coordinates were scaled from a topographic map and have
 FR0733.an estimated accuracy of +/- 6 seconds.
 FR0733
 FR0733.The orthometric height was determined by differential leveling
 FR0733.and adjusted in June 1991.
 FR0733
 FR0733.The geoid height was determined by GEOID03.
 FR0733
 FR0733.The dynamic height is computed by dividing the NAVD 88
 FR0733.geopotential number by the normal gravity value computed on the
 FR0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0733.degrees latitude (g = 980.6199 gals.).
 FR0733
 FR0733.The modeled gravity was interpolated from observed gravity values.
 FR0733
 FR0733;                    North         East    Units  Estimated Accuracy
 FR0733;SPC AZ C     -   504,350.       90,870.      MT  (+/- 180 meters Scaled)
 FR0733
 FR0733                          SUPERSEDED SURVEY CONTROL
 FR0733
 FR0733.No superseded survey control is available for this station.
 FR0733
 FR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE944353(NAD 83)
 FR0733_MARKER: DB = BENCH MARK DISK
 FR0733_SETTING: 80 = SET IN A BOULDER
 FR0733_SP_SET: BOULDER
 FR0733_STAMPING: F 488 1982
 FR0733_MARK LOGO: NGS   
 FR0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0733+STABILITY: SURFACE MOTION
 FR0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0733+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FR0733
 FR0733  HISTORY     - Date     Condition        Report By
 FR0733  HISTORY     - 1982     MONUMENTED       NGS
 FR0733  HISTORY     - 20060422 GOOD             NGS
 FR0733
 FR0733                          STATION DESCRIPTION
 FR0733
 FR0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0733'18.7 KM (11.6 MI) EAST FROM PEACH SPRINGS.
 FR0733'18.8 KM (11.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0733'PEACH SPRINGS, 0.3 KM (0.2 MI) WEST OF THE CROSSING OF A TELEPHONE
 FR0733'LINE, NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE
 FR0733'WITH A SMALL BOX, IN TOP OF A 4 BY 6 FOOT OUTCROP REDISH IN COLOR
 FR0733'PROJECTING 1 FOOT ABOVE THE LOW HIGHWAY CUT, 67. METERS (220 FT) WEST
 FR0733'OF MILEPOST 113, 12.1 METERS (40 FT) NORTH OF THE CENTERLINE OF THE
 FR0733'HIGHWAY, 91.4 METERS (300 FT) EAST OF A LARGE JUNIPER TREE, 20.7
 FR0733'METERS (67 FT) SOUTH OF A FENCE.
 FR0733'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FR0733'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0733
 FR0733                          STATION RECOVERY (2006)
 FR0733
 FR0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0733'US 66 IS NOW AZ 66 AND HISTORIC US 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0768 ***********************************************************************
 FR0768  DESIGNATION -  F 489
 FR0768  PID         -  FR0768
 FR0768  STATE/COUNTY-  AZ/COCONINO
 FR0768  USGS QUAD   -  ASH FORK (1979)
 FR0768
 FR0768                         *CURRENT SURVEY CONTROL
 FR0768  ___________________________________________________________________
 FR0768* NAD 83(1986)-  35 12 54.     (N)    112 25 43.     (W)     SCALED    
 FR0768* NAVD 88     -      1616.390  (meters)    5303.11   (feet)  ADJUSTED  
 FR0768  ___________________________________________________________________
 FR0768  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 FR0768  DYNAMIC HT  -        1614.237 (meters)    5296.04  (feet)  COMP
 FR0768  MODELED GRAV-     979,245.0   (mgal)                       NAVD 88
 FR0768
 FR0768  VERT ORDER  -  FIRST     CLASS II
 FR0768
 FR0768.The horizontal coordinates were scaled from a topographic map and have
 FR0768.an estimated accuracy of +/- 6 seconds.
 FR0768
 FR0768.The orthometric height was determined by differential leveling
 FR0768.and adjusted in June 1991.
 FR0768
 FR0768.The geoid height was determined by GEOID03.
 FR0768
 FR0768.The dynamic height is computed by dividing the NAVD 88
 FR0768.geopotential number by the normal gravity value computed on the
 FR0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0768.degrees latitude (g = 980.6199 gals.).
 FR0768
 FR0768.The modeled gravity was interpolated from observed gravity values.
 FR0768
 FR0768;                    North         East    Units  Estimated Accuracy
 FR0768;SPC AZ C     -   467,550.      166,750.      MT  (+/- 180 meters Scaled)
 FR0768
 FR0768                          SUPERSEDED SURVEY CONTROL
 FR0768
 FR0768.No superseded survey control is available for this station.
 FR0768
 FR0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD699978(NAD 83)
 FR0768_MARKER: DB = BENCH MARK DISK
 FR0768_SETTING: 66 = SET IN ROCK OUTCROP
 FR0768_SP_SET: ROCK OUTCROP
 FR0768_STAMPING: F 489 1982
 FR0768_MARK LOGO: NGS   
 FR0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0768+STABILITY: POSITION/ELEVATION WELL
 FR0768
 FR0768  HISTORY     - Date     Condition        Report By
 FR0768  HISTORY     - 1982     MONUMENTED       NGS
 FR0768
 FR0768                          STATION DESCRIPTION
 FR0768
 FR0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0768'4.5 KM (2.8 MI) EAST FROM ASH FORK.
 FR0768'4.5 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0768'US HIGHWAY 89 IN ASH FORK, IN TOP OF THE LOWER PORTION OF A MASSIVE
 FR0768'OUTCROP PROJECTING 4 FEET ABOVE THE GROUND, EVEN WITH THE WEST END OF
 FR0768'THE STEEL GUARD RAIL IN THE MEADIN, NEAR THE CENTER OF A 80 FOOT
 FR0768'SECTION OF OUTCROP ALL PROJECTING 6 FEET OR MORE NONE OF WHICH CAN BE
 FR0768'SEEN FROM THE HIGHWAY BECAUSE OF JUNIPERS, 1.0 KM (0.6 MI) EAST OF THE
 FR0768'COUNTY LINE OVERPASS, 0.2 KM (0.1 MI) WEST OF MILEPOST 149, 0.1 KM
 FR0768'(0.05 MI) WEST OF THE BRIDGE OVER JOHNSON CREEK, 112 METERS (370 FT)
 FR0768'WEST OF THE WEST END OF THE NORTH HIGHWAY BRIDGE, 22.8 METERS (75 FT)
 FR0768'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 22.8 METERS
 FR0768'(75 FT) SOUTH OF A FENCE.
 FR0768'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0768'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0067 ***********************************************************************
 GP0067  DESIGNATION -  F 49
 GP0067  PID         -  GP0067
 GP0067  STATE/COUNTY-  AZ/NAVAJO
 GP0067  USGS QUAD   -  SHONTO SE (1982)
 GP0067
 GP0067                         *CURRENT SURVEY CONTROL
 GP0067  ___________________________________________________________________
 GP0067* NAD 83(1986)-  36 32 10.     (N)    110 33 28.     (W)     SCALED    
 GP0067* NAVD 88     -      1996.100  (meters)    6548.87   (feet)  ADJUSTED  
 GP0067  ___________________________________________________________________
 GP0067  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 GP0067  DYNAMIC HT  -        1993.543 (meters)    6540.48  (feet)  COMP
 GP0067  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 GP0067
 GP0067  VERT ORDER  -  FIRST     CLASS II
 GP0067
 GP0067.The horizontal coordinates were scaled from a topographic map and have
 GP0067.an estimated accuracy of +/- 6 seconds.
 GP0067
 GP0067.The orthometric height was determined by differential leveling
 GP0067.and adjusted in June 1991.
 GP0067
 GP0067.The geoid height was determined by GEOID03.
 GP0067
 GP0067.The dynamic height is computed by dividing the NAVD 88
 GP0067.geopotential number by the normal gravity value computed on the
 GP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0067.degrees latitude (g = 980.6199 gals.).
 GP0067
 GP0067.The modeled gravity was interpolated from observed gravity values.
 GP0067
 GP0067;                    North         East    Units  Estimated Accuracy
 GP0067;SPC AZ E     -   614,070.      178,340.      MT  (+/- 180 meters Scaled)
 GP0067
 GP0067                          SUPERSEDED SURVEY CONTROL
 GP0067
 GP0067  NGVD 29 (??/??/92) 1995.034  (m)         6545.37   (f) ADJ UNCH    1 2
 GP0067
 GP0067.Superseded values are not recommended for survey control.
 GP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0067.See file dsdata.txt to determine how the superseded data were derived.
 GP0067
 GP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF395435(NAD 83)
 GP0067_MARKER: DB = BENCH MARK DISK
 GP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0067_STAMPING: F 49 1934
 GP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0067+STABILITY: SURFACE MOTION
 GP0067
 GP0067  HISTORY     - Date     Condition        Report By
 GP0067  HISTORY     - 1934     MONUMENTED       CGS
 GP0067  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0067
 GP0067                          STATION DESCRIPTION
 GP0067
 GP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0067'23.4 MI SW FROM KAYENTA.
 GP0067'23.4 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0067'COUNTY, 0.3 MILE SOUTHWEST OF A WOODEN-BOX CULVERT, ON A SLIGHT RISE,
 GP0067'210 YARDS NORTHEAST OF A SHEEP CORRAL, AND 62 FEET NORTHWEST OF THE
 GP0067'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 49 1934 AND SET IN
 GP0067'THE TOP OF A CONCRETE POST.
 GP0067
 GP0067                          STATION RECOVERY (1983)
 GP0067
 GP0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0378 ***********************************************************************
 FQ0378  DESIGNATION -  F 490
 FQ0378  PID         -  FQ0378
 FQ0378  STATE/COUNTY-  AZ/COCONINO
 FQ0378  USGS QUAD   -  PARKS (1974)
 FQ0378
 FQ0378                         *CURRENT SURVEY CONTROL
 FQ0378  ___________________________________________________________________
 FQ0378* NAD 83(1986)-  35 15 20.     (N)    111 55 15.     (W)     SCALED    
 FQ0378* NAVD 88     -      2171.501  (meters)    7124.33   (feet)  ADJUSTED  
 FQ0378  ___________________________________________________________________
 FQ0378  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0378  DYNAMIC HT  -        2168.400 (meters)    7114.16  (feet)  COMP
 FQ0378  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 FQ0378
 FQ0378  VERT ORDER  -  FIRST     CLASS II
 FQ0378
 FQ0378.The horizontal coordinates were scaled from a topographic map and have
 FQ0378.an estimated accuracy of +/- 6 seconds.
 FQ0378
 FQ0378.The orthometric height was determined by differential leveling
 FQ0378.and adjusted in June 1991.
 FQ0378
 FQ0378.The geoid height was determined by GEOID03.
 FQ0378
 FQ0378.The dynamic height is computed by dividing the NAVD 88
 FQ0378.geopotential number by the normal gravity value computed on the
 FQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0378.degrees latitude (g = 980.6199 gals.).
 FQ0378
 FQ0378.The modeled gravity was interpolated from observed gravity values.
 FQ0378
 FQ0378;                    North         East    Units  Estimated Accuracy
 FQ0378;SPC AZ C     -   471,920.      212,980.      MT  (+/- 180 meters Scaled)
 FQ0378
 FQ0378                          SUPERSEDED SURVEY CONTROL
 FQ0378
 FQ0378.No superseded survey control is available for this station.
 FQ0378
 FQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE162017(NAD 83)
 FQ0378_MARKER: DB = BENCH MARK DISK
 FQ0378_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0378_SP_SET: ROCK OUTCROP
 FQ0378_STAMPING: F 490 1982
 FQ0378_MARK LOGO: NGS   
 FQ0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0378+STABILITY: POSITION/ELEVATION WELL
 FQ0378
 FQ0378  HISTORY     - Date     Condition        Report By
 FQ0378  HISTORY     - 1982     MONUMENTED       NGS
 FQ0378
 FQ0378                          STATION DESCRIPTION
 FQ0378
 FQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0378'26.7 KM (16.6 MI) WEST FROM FLAGSTAFF.
 FQ0378'26.7 KM (16.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0378'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 0.2 KM (0.1 MI) WEST OF A 12
 FQ0378'FOOT CORRUGATED METAL PIPE CULVERT UNDER THE RAILROAD, 0.1 KM (0.05
 FQ0378'MI) WEST OF THE WEST END OF A HIGHWAY FILL WITH GUARDRAILS, IN TOP OF
 FQ0378'A 10 BY 20 FOOT VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND,
 FQ0378'36.5 METERS (120 FT) WEST OF THE WEST END OF THE SOUTH GUARDRAIL, 13.7
 FQ0378'METERS (45 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 FQ0378'LANES.
 FQ0378'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0378'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0402 ***********************************************************************
 FQ0402  DESIGNATION -  F 491
 FQ0402  PID         -  FQ0402
 FQ0402  STATE/COUNTY-  AZ/COCONINO
 FQ0402  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0402
 FQ0402                         *CURRENT SURVEY CONTROL
 FQ0402  ___________________________________________________________________
 FQ0402* NAD 83(1986)-  35 02 02.     (N)    111 44 04.     (W)     SCALED    
 FQ0402* NAVD 88     -      1970.847  (meters)    6466.02   (feet)  ADJUSTED  
 FQ0402  ___________________________________________________________________
 FQ0402  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0402  DYNAMIC HT  -        1968.093 (meters)    6456.99  (feet)  COMP
 FQ0402  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 FQ0402
 FQ0402  VERT ORDER  -  FIRST     CLASS II
 FQ0402
 FQ0402.The horizontal coordinates were scaled from a topographic map and have
 FQ0402.an estimated accuracy of +/- 6 seconds.
 FQ0402
 FQ0402.The orthometric height was determined by differential leveling
 FQ0402.and adjusted in June 1991.
 FQ0402
 FQ0402.The geoid height was determined by GEOID03.
 FQ0402
 FQ0402.The dynamic height is computed by dividing the NAVD 88
 FQ0402.geopotential number by the normal gravity value computed on the
 FQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0402.degrees latitude (g = 980.6199 gals.).
 FQ0402
 FQ0402.The modeled gravity was interpolated from observed gravity values.
 FQ0402
 FQ0402;                    North         East    Units  Estimated Accuracy
 FQ0402;SPC AZ C     -   447,350.      229,990.      MT  (+/- 180 meters Scaled)
 FQ0402
 FQ0402                          SUPERSEDED SURVEY CONTROL
 FQ0402
 FQ0402.No superseded survey control is available for this station.
 FQ0402
 FQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD330770(NAD 83)
 FQ0402_MARKER: DB = BENCH MARK DISK
 FQ0402_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0402_SP_SET: ROCK OUTCROP
 FQ0402_STAMPING: F 491 1982
 FQ0402_MARK LOGO: NGS   
 FQ0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0402+STABILITY: POSITION/ELEVATION WELL
 FQ0402
 FQ0402  HISTORY     - Date     Condition        Report By
 FQ0402  HISTORY     - 1982     MONUMENTED       NGS
 FQ0402  HISTORY     - 1990     GOOD             USPSQD
 FQ0402
 FQ0402                          STATION DESCRIPTION
 FQ0402
 FQ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0402'18.3 KM (11.4 MI) SW FROM FLAGSTAFF.
 FQ0402'18.3 KM (11.4 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0402'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 6
 FQ0402'BY 10 FOOT PORTION OF MASSIVE EXPOSED OUTCROP IN THE BOTTOM OF A
 FQ0402'DRAINAGE DITCH, 0.1 KM (0.05 MI) NORTH OF THE ENTRANCE TO VISTA POINT,
 FQ0402'0.2 KM (0.1 MI) NORTH OF MILEPOST 390, 18.2 METERS (60.0 FT) EAST OF
 FQ0402'THE HIGHWAY CENTERLINE, 22.8 METERS (75.0 FT) SOUTH OF THE EXTENED
 FQ0402'CENTERLINE OF A ROAD LEADING WEST, 5.4 METERS (18.0 FT) EAST OF A
 FQ0402'CATCH BASIN WITH A GRATE.
 FQ0402'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0402
 FQ0402                          STATION RECOVERY (1990)
 FQ0402
 FQ0402'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 FQ0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0456 ***********************************************************************
 FQ0456  DESIGNATION -  F 492
 FQ0456  PID         -  FQ0456
 FQ0456  STATE/COUNTY-  AZ/COCONINO
 FQ0456  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0456
 FQ0456                         *CURRENT SURVEY CONTROL
 FQ0456  ___________________________________________________________________
 FQ0456* NAD 83(1986)-  35 13 00.     (N)    111 35 39.     (W)     SCALED    
 FQ0456* NAVD 88     -      2081.787  (meters)    6830.00   (feet)  ADJUSTED  
 FQ0456  ___________________________________________________________________
 FQ0456  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0456  DYNAMIC HT  -        2078.826 (meters)    6820.28  (feet)  COMP
 FQ0456  MODELED GRAV-     979,136.4   (mgal)                       NAVD 88
 FQ0456
 FQ0456  VERT ORDER  -  FIRST     CLASS II
 FQ0456
 FQ0456.The horizontal coordinates were scaled from a topographic map and have
 FQ0456.an estimated accuracy of +/- 6 seconds.
 FQ0456
 FQ0456.The orthometric height was determined by differential leveling
 FQ0456.and adjusted in June 1991.
 FQ0456
 FQ0456.The geoid height was determined by GEOID03.
 FQ0456
 FQ0456.The dynamic height is computed by dividing the NAVD 88
 FQ0456.geopotential number by the normal gravity value computed on the
 FQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0456.degrees latitude (g = 980.6199 gals.).
 FQ0456
 FQ0456.The modeled gravity was interpolated from observed gravity values.
 FQ0456
 FQ0456;                    North         East    Units  Estimated Accuracy
 FQ0456;SPC AZ C     -   467,660.      242,720.      MT  (+/- 180 meters Scaled)
 FQ0456
 FQ0456                          SUPERSEDED SURVEY CONTROL
 FQ0456
 FQ0456.No superseded survey control is available for this station.
 FQ0456
 FQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD459972(NAD 83)
 FQ0456_MARKER: I = METAL ROD
 FQ0456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0456_SP_SET: STAINLESS STEEL ROD
 FQ0456_STAMPING: F 492 1982
 FQ0456_MARK LOGO: NGS   
 FQ0456_PROJECTION: FLUSH
 FQ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0456_ROD/PIPE-DEPTH: 7.3  meters
 FQ0456
 FQ0456  HISTORY     - Date     Condition        Report By
 FQ0456  HISTORY     - 1982     MONUMENTED       NGS
 FQ0456  HISTORY     - 1983     GOOD             NGS
 FQ0456
 FQ0456                          STATION DESCRIPTION
 FQ0456
 FQ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0456'9.6 KM (6.0 MI) NE FROM FLAGSTAFF.
 FQ0456'9.6 KM (6.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0456'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ACCESS COVER SET IN THE
 FQ0456'ASPHALT OF A TRIANGLE FORMED BY THE Y JUNCTION OF US HIGHWAY 180
 FQ0456'LEADING EAST, AT MILEPOST 200 FOR US HIGHWAY 180, 18.5 METERS (61 FT)
 FQ0456'SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 89, 10.9 METERS (36 FT)
 FQ0456'NORTHWEST OF THE CENTERLINE OF US HIGHWAY 180, 45.7 METERS (150 FT)
 FQ0456'NORTHEAST OF THE END OF THE TRIANGLE.
 FQ0456'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FQ0456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0456
 FQ0456                          STATION RECOVERY (1983)
 FQ0456
 FQ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0662 ***********************************************************************
 ES0662  DESIGNATION -  F 493
 ES0662  PID         -  ES0662
 ES0662  STATE/COUNTY-  AZ/YAVAPAI
 ES0662  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0662
 ES0662                         *CURRENT SURVEY CONTROL
 ES0662  ___________________________________________________________________
 ES0662* NAD 83(1986)-  34 49 15.     (N)    111 54 02.     (W)     SCALED    
 ES0662* NAVD 88     -      1215.150  (meters)    3986.70   (feet)  ADJUSTED  
 ES0662  ___________________________________________________________________
 ES0662  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 ES0662  DYNAMIC HT  -        1213.600 (meters)    3981.62  (feet)  COMP
 ES0662  MODELED GRAV-     979,317.7   (mgal)                       NAVD 88
 ES0662
 ES0662  VERT ORDER  -  FIRST     CLASS II
 ES0662
 ES0662.The horizontal coordinates were scaled from a topographic map and have
 ES0662.an estimated accuracy of +/- 6 seconds.
 ES0662
 ES0662.The orthometric height was determined by differential leveling
 ES0662.and adjusted in June 1991.
 ES0662
 ES0662.The geoid height was determined by GEOID03.
 ES0662
 ES0662.The dynamic height is computed by dividing the NAVD 88
 ES0662.geopotential number by the normal gravity value computed on the
 ES0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0662.degrees latitude (g = 980.6199 gals.).
 ES0662
 ES0662.The modeled gravity was interpolated from observed gravity values.
 ES0662
 ES0662;                    North         East    Units  Estimated Accuracy
 ES0662;SPC AZ C     -   423,700.      214,830.      MT  (+/- 180 meters Scaled)
 ES0662
 ES0662                          SUPERSEDED SURVEY CONTROL
 ES0662
 ES0662.No superseded survey control is available for this station.
 ES0662
 ES0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD176535(NAD 83)
 ES0662_MARKER: DB = BENCH MARK DISK
 ES0662_SETTING: 66 = SET IN ROCK OUTCROP
 ES0662_SP_SET: ROCK OUTCROP
 ES0662_STAMPING: F 493 1982
 ES0662_MARK LOGO: NGS   
 ES0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0662+STABILITY: POSITION/ELEVATION WELL
 ES0662
 ES0662  HISTORY     - Date     Condition        Report By
 ES0662  HISTORY     - 1982     MONUMENTED       NGS
 ES0662
 ES0662                          STATION DESCRIPTION
 ES0662
 ES0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0662'14.6 KM (9.1 MI) SW FROM SEDONA.
 ES0662'14.6 KM (9.1 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0662'OFFICE IN SEDONA, IN TOP OF A LOW SANDSTONE CUT, 0.2 KM (0.15 MI) WEST
 ES0662'OF MILEPOST 365, 5.4 METERS (18 FT) NORTHWEST OF THE HIGHWAY
 ES0662'CENTERLINE, 15.2 METERS (50 FT) SOUTHEAST OF A FENCE.
 ES0662'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0662'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0685 ***********************************************************************
 ES0685  DESIGNATION -  F 494
 ES0685  PID         -  ES0685
 ES0685  STATE/COUNTY-  AZ/YAVAPAI
 ES0685  USGS QUAD   -  CAMP VERDE (1969)
 ES0685
 ES0685                         *CURRENT SURVEY CONTROL
 ES0685  ___________________________________________________________________
 ES0685* NAD 83(1986)-  34 32 52.     (N)    111 50 13.     (W)     SCALED    
 ES0685* NAVD 88     -       953.314  (meters)    3127.66   (feet)  ADJUSTED  
 ES0685  ___________________________________________________________________
 ES0685  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0685  DYNAMIC HT  -         952.123 (meters)    3123.76  (feet)  COMP
 ES0685  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 ES0685  OBS GRAVITY -     979,354.4   (mgal)                       GRAV_OBS
 ES0685
 ES0685  VERT ORDER  -  FIRST     CLASS II
 ES0685
 ES0685.The horizontal coordinates were scaled from a topographic map and have
 ES0685.an estimated accuracy of +/- 6 seconds.
 ES0685
 ES0685.The orthometric height was determined by differential leveling
 ES0685.and adjusted in June 1991.
 ES0685
 ES0685.The geoid height was determined by GEOID03.
 ES0685
 ES0685.The dynamic height is computed by dividing the NAVD 88
 ES0685.geopotential number by the normal gravity value computed on the
 ES0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0685.degrees latitude (g = 980.6199 gals.).
 ES0685
 ES0685.The modeled gravity was interpolated from observed gravity values.
 ES0685.The observed gravity was obtained from relative gravimeter ties
 ES0685.to the IGSN71 gravity network.
 ES0685
 ES0685;                    North         East    Units  Estimated Accuracy
 ES0685;SPC AZ C     -   393,410.      220,680.      MT  (+/- 180 meters Scaled)
 ES0685
 ES0685                          SUPERSEDED SURVEY CONTROL
 ES0685
 ES0685.No superseded survey control is available for this station.
 ES0685
 ES0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD232232(NAD 83)
 ES0685_MARKER: I = METAL ROD
 ES0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0685_SP_SET: STAINLESS STEEL ROD
 ES0685_STAMPING: F 494 1982
 ES0685_MARK LOGO: NGS   
 ES0685_PROJECTION: FLUSH
 ES0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0685_ROD/PIPE-DEPTH: 13.7 meters
 ES0685
 ES0685  HISTORY     - Date     Condition        Report By
 ES0685  HISTORY     - 1982     MONUMENTED       NGS
 ES0685  HISTORY     - 19980227 GOOD             USPSQD
 ES0685  HISTORY     - 20050518 POOR             GEOCAC
 ES0685
 ES0685                          STATION DESCRIPTION
 ES0685
 ES0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0685'3.2 KM (2.0 MI) SE FROM CAMP VERDE.
 ES0685'3.2 KM (2.0 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0685'OFFICE IN CAMP VERDE, AT THE NORTHWEST END OF THE CAMP VERDE AIRSTRIP,
 ES0685'19.2 METERS (63 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.5 METERS (64
 ES0685'FT) EAST OF THE EAST END OF A CATTLE GUARD, 0.3 METER (1 FT) NORTH OF
 ES0685'THE RIGHT OF WAY FENCE.
 ES0685'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ES0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0685
 ES0685                          STATION RECOVERY (1998)
 ES0685
 ES0685'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0685'RECOVERED IN GOOD CONDITION.
 ES0685
 ES0685                          STATION RECOVERY (2005)
 ES0685
 ES0685'RECOVERY NOTE BY GEOCACHING 2005 (RJN)
 ES0685'ALL WE FOUND WAS A CUT OFF WITNESS POST. THERE HAS BEEN ROAD
 ES0685'CONSTRUCTION THROUGH THIS LOCATION. MAYBE THE POST HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0721 ***********************************************************************
 ES0721  DESIGNATION -  F 495
 ES0721  PID         -  ES0721
 ES0721  STATE/COUNTY-  AZ/GILA
 ES0721  USGS QUAD   -  STRAWBERRY (1967)
 ES0721
 ES0721                         *CURRENT SURVEY CONTROL
 ES0721  ___________________________________________________________________
 ES0721* NAD 83(1986)-  34 24 10.     (N)    111 32 31.     (W)     SCALED    
 ES0721* NAVD 88     -      1759.922  (meters)    5774.01   (feet)  ADJUSTED  
 ES0721  ___________________________________________________________________
 ES0721  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 ES0721  DYNAMIC HT  -        1757.463 (meters)    5765.94  (feet)  COMP
 ES0721  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 ES0721
 ES0721  VERT ORDER  -  FIRST     CLASS II
 ES0721
 ES0721.The horizontal coordinates were scaled from a topographic map and have
 ES0721.an estimated accuracy of +/- 6 seconds.
 ES0721
 ES0721.The orthometric height was determined by differential leveling
 ES0721.and adjusted in June 1991.
 ES0721
 ES0721.The geoid height was determined by GEOID03.
 ES0721
 ES0721.The dynamic height is computed by dividing the NAVD 88
 ES0721.geopotential number by the normal gravity value computed on the
 ES0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0721.degrees latitude (g = 980.6199 gals.).
 ES0721
 ES0721.The modeled gravity was interpolated from observed gravity values.
 ES0721
 ES0721;                    North         East    Units  Estimated Accuracy
 ES0721;SPC AZ E     -   378,190.       86,920.      MT  (+/- 180 meters Scaled)
 ES0721
 ES0721                          SUPERSEDED SURVEY CONTROL
 ES0721
 ES0721.No superseded survey control is available for this station.
 ES0721
 ES0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD501069(NAD 83)
 ES0721_MARKER: DB = BENCH MARK DISK
 ES0721_SETTING: 66 = SET IN ROCK OUTCROP
 ES0721_SP_SET: ROCK OUTCROP
 ES0721_STAMPING: F 495 1982
 ES0721_MARK LOGO: NGS   
 ES0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0721+STABILITY: POSITION/ELEVATION WELL
 ES0721
 ES0721  HISTORY     - Date     Condition        Report By
 ES0721  HISTORY     - 1982     MONUMENTED       NGS
 ES0721
 ES0721                          STATION DESCRIPTION
 ES0721
 ES0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0721'9.8 KM (6.1 MI) NW FROM PINE.
 ES0721'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0721'IN PINE, THENCE 5.0 KM (3.1 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0721'OF A 6 BY 6 FOOT PORTION OF OUTCROP AT THE BOTTOM OF A SHALLOW FILL,
 ES0721'0.5 KM (0.3 MI) WEST OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH,
 ES0721'5.8 METERS (19 FT) SOUTH OF THE ROAD CENTERLINE, 1.5 METERS (5 FT)
 ES0721'NORTH OF A FENCE LINE.
 ES0721'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0721'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0732 ***********************************************************************
 ES0732  DESIGNATION -  F 496
 ES0732  PID         -  ES0732
 ES0732  STATE/COUNTY-  AZ/GILA
 ES0732  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0732
 ES0732                         *CURRENT SURVEY CONTROL
 ES0732  ___________________________________________________________________
 ES0732* NAD 83(1986)-  34 21 10.     (N)    111 25 32.     (W)     SCALED    
 ES0732* NAVD 88     -      1739.236  (meters)    5706.14   (feet)  ADJUSTED  
 ES0732  ___________________________________________________________________
 ES0732  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 ES0732  DYNAMIC HT  -        1736.797 (meters)    5698.14  (feet)  COMP
 ES0732  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 ES0732
 ES0732  VERT ORDER  -  FIRST     CLASS II
 ES0732
 ES0732.The horizontal coordinates were scaled from a topographic map and have
 ES0732.an estimated accuracy of +/- 6 seconds.
 ES0732
 ES0732.The orthometric height was determined by differential leveling
 ES0732.and adjusted in June 1991.
 ES0732
 ES0732.The geoid height was determined by GEOID03.
 ES0732
 ES0732.The dynamic height is computed by dividing the NAVD 88
 ES0732.geopotential number by the normal gravity value computed on the
 ES0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0732.degrees latitude (g = 980.6199 gals.).
 ES0732
 ES0732.The modeled gravity was interpolated from observed gravity values.
 ES0732
 ES0732;                    North         East    Units  Estimated Accuracy
 ES0732;SPC AZ E     -   372,500.       97,550.      MT  (+/- 180 meters Scaled)
 ES0732
 ES0732                          SUPERSEDED SURVEY CONTROL
 ES0732
 ES0732.No superseded survey control is available for this station.
 ES0732
 ES0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD608013(NAD 83)
 ES0732_MARKER: DB = BENCH MARK DISK
 ES0732_SETTING: 66 = SET IN ROCK OUTCROP
 ES0732_SP_SET: ROCK OUTCROP
 ES0732_STAMPING: F 496 1982
 ES0732_MARK LOGO: NGS   
 ES0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0732+STABILITY: POSITION/ELEVATION WELL
 ES0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0732+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 ES0732
 ES0732  HISTORY     - Date     Condition        Report By
 ES0732  HISTORY     - 1982     MONUMENTED       NGS
 ES0732  HISTORY     - 19980819 GOOD             USPSQD
 ES0732  HISTORY     - 20080808 GOOD             GEOCAC
 ES0732
 ES0732                          STATION DESCRIPTION
 ES0732
 ES0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0732'4.8 KM (3.0 MI) SE FROM PINE.
 ES0732'4.8 KM (3.0 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0732'IN PINE, IN TOP OF A LOWER LEDGE OF LIMESTONE OUTCROP NEAR THE CENTER
 ES0732'OF A DEEP CUT, 5.7 METERS (19 FT) WEST OF THE HIGHWAY CENTERLINE,
 ES0732'149.3 METERS (450 FT) SOUTH OF THE NORTH END OF THE CUT.
 ES0732'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0732'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0732
 ES0732                          STATION RECOVERY (1998)
 ES0732
 ES0732'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0732'RECOVERED IN GOOD CONDITION.
 ES0732
 ES0732                          STATION RECOVERY (2008)
 ES0732
 ES0732'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0732'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0732'34 21 11.6 (N)   111 25 30.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0758 ***********************************************************************
 ES0758  DESIGNATION -  F 497
 ES0758  PID         -  ES0758
 ES0758  STATE/COUNTY-  AZ/GILA
 ES0758  USGS QUAD   -  GISELA (1972)
 ES0758
 ES0758                         *CURRENT SURVEY CONTROL
 ES0758  ___________________________________________________________________
 ES0758* NAD 83(1986)-  34 02 20.     (N)    111 18 02.     (W)     SCALED    
 ES0758* NAVD 88     -       849.286  (meters)    2786.37   (feet)  ADJUSTED  
 ES0758  ___________________________________________________________________
 ES0758  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 ES0758  DYNAMIC HT  -         848.207 (meters)    2782.83  (feet)  COMP
 ES0758  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 ES0758  OBS GRAVITY -     979,338.9   (mgal)                       GRAV_OBS
 ES0758
 ES0758  VERT ORDER  -  FIRST     CLASS II
 ES0758
 ES0758.The horizontal coordinates were scaled from a topographic map and have
 ES0758.an estimated accuracy of +/- 6 seconds.
 ES0758
 ES0758.The orthometric height was determined by differential leveling
 ES0758.and adjusted in June 1991.
 ES0758
 ES0758.The geoid height was determined by GEOID03.
 ES0758
 ES0758.The dynamic height is computed by dividing the NAVD 88
 ES0758.geopotential number by the normal gravity value computed on the
 ES0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0758.degrees latitude (g = 980.6199 gals.).
 ES0758
 ES0758.The modeled gravity was interpolated from observed gravity values.
 ES0758.The observed gravity was obtained from relative gravimeter ties
 ES0758.to the IGSN71 gravity network.
 ES0758
 ES0758;                    North         East    Units  Estimated Accuracy
 ES0758;SPC AZ E     -   337,550.      108,660.      MT  (+/- 180 meters Scaled)
 ES0758
 ES0758                          SUPERSEDED SURVEY CONTROL
 ES0758
 ES0758.No superseded survey control is available for this station.
 ES0758
 ES0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC722665(NAD 83)
 ES0758_MARKER: DB = BENCH MARK DISK
 ES0758_SETTING: 66 = SET IN ROCK OUTCROP
 ES0758_SP_SET: ROCK OUTCROP
 ES0758_STAMPING: F 497 1982
 ES0758_MARK LOGO: NGS   
 ES0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0758+STABILITY: POSITION/ELEVATION WELL
 ES0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0758+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0758
 ES0758  HISTORY     - Date     Condition        Report By
 ES0758  HISTORY     - 1982     MONUMENTED       NGS
 ES0758  HISTORY     - 20080307 GOOD             GEOCAC
 ES0758
 ES0758                          STATION DESCRIPTION
 ES0758
 ES0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0758'27.4 KM (17.0 MI) SOUTH FROM PAYSON.
 ES0758'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0758'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0758'GISELA, THENCE 7.6 KM (4.7 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN TOP
 ES0758'OF A 6 BY 15 FOOT PORTION OF MASSIVE OUTCROP PROJECTING 4 FEET ABOVE
 ES0758'THE GROUND, AT THE SOUTH END OF THE STEEL BRIDGE OVER RYE CREEK, 21.7
 ES0758'KM (13.5 MI) NORTHWEST OF PUNKIN CENTER, 6.1 METERS (20 FT) WEST OF
 ES0758'THE ROAD CENTERLINE, 44.8 METERS (147 FT) SOUTH OF BM W 25 USGS, 8.2
 ES0758'METERS (27 FT) SOUTH OF THE SOUTH END OF THE WEST STEEL GUARD RAIL.
 ES0758'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0758'THE MARK IS 0.2 M ABOVE THE ROAD.
 ES0758
 ES0758                          STATION RECOVERY (2008)
 ES0758
 ES0758'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0758'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0758'THE DESCRIPTION - THE WITNESS POST HAS BEEN DESTROYED. HANDHELD
 ES0758'COORDINATES
 ES0758'34 02 20.6 (N)   111 18.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1629 ***********************************************************************
 DU1629  DESIGNATION -  F 498
 DU1629  PID         -  DU1629
 DU1629  STATE/COUNTY-  AZ/GILA
 DU1629  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1629
 DU1629                         *CURRENT SURVEY CONTROL
 DU1629  ___________________________________________________________________
 DU1629* NAD 83(1986)-  33 43 35.     (N)    111 12 47.     (W)     SCALED    
 DU1629* NAVD 88     -       658.444  (meters)    2160.24   (feet)  ADJUSTED  
 DU1629  ___________________________________________________________________
 DU1629  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DU1629  DYNAMIC HT  -         657.602 (meters)    2157.48  (feet)  COMP
 DU1629  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 DU1629
 DU1629  VERT ORDER  -  FIRST     CLASS II
 DU1629
 DU1629.The horizontal coordinates were scaled from a topographic map and have
 DU1629.an estimated accuracy of +/- 6 seconds.
 DU1629
 DU1629.The orthometric height was determined by differential leveling
 DU1629.and adjusted in June 1991.
 DU1629
 DU1629.The geoid height was determined by GEOID03.
 DU1629
 DU1629.The dynamic height is computed by dividing the NAVD 88
 DU1629.geopotential number by the normal gravity value computed on the
 DU1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1629.degrees latitude (g = 980.6199 gals.).
 DU1629
 DU1629.The modeled gravity was interpolated from observed gravity values.
 DU1629
 DU1629;                    North         East    Units  Estimated Accuracy
 DU1629;SPC AZ E     -   302,800.      116,390.      MT  (+/- 180 meters Scaled)
 DU1629
 DU1629                          SUPERSEDED SURVEY CONTROL
 DU1629
 DU1629.No superseded survey control is available for this station.
 DU1629
 DU1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC802318(NAD 83)
 DU1629_MARKER: I = METAL ROD
 DU1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1629_SP_SET: STAINLESS STEEL ROD
 DU1629_STAMPING: F 498 1983
 DU1629_MARK LOGO: NGS   
 DU1629_PROJECTION: FLUSH
 DU1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1629_ROD/PIPE-DEPTH: 5.5  meters
 DU1629
 DU1629  HISTORY     - Date     Condition        Report By
 DU1629  HISTORY     - 1983     MONUMENTED       NGS
 DU1629
 DU1629                          STATION DESCRIPTION
 DU1629
 DU1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1629'12.6 KM (7.8 MI) NW FROM ROOSEVELT DAM.
 DU1629'12.6 KM (7.8 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1629'ROOSEVELT DAM, IN THE EAST CORNER OF A POINT WHERE ROCK CREEK CROSSES
 DU1629'THE HIGHWAY, ON THE INSIDE OF A SHARP CURVE, AT THE SOUTHWEST EDGE OF
 DU1629'A SMALL BUT PROMINENT GROUP OF COTTONWOOD TREES BETWEEN A TRACK ROAD
 DU1629'AND THE CREEK, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 250, 16.2 METERS
 DU1629'(53 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) EAST
 DU1629'OF THE SOUTHEAST CORNER OF A CONCRETE DIP APRON, 7.6 METERS (25 FT)
 DU1629'NORTHWEST OF THE TRACK ROAD CENTER, 5.8 METERS (19 FT) SOUTHEAST OF
 DU1629'THE SOUTHEAST EDGE OF THE CREEK BED.
 DU1629'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU1629'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0205 ***********************************************************************
 GQ0205  DESIGNATION -  F 499
 GQ0205  PID         -  GQ0205
 GQ0205  STATE/COUNTY-  AZ/MOHAVE
 GQ0205  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0205
 GQ0205                         *CURRENT SURVEY CONTROL
 GQ0205  ___________________________________________________________________
 GQ0205* NAD 83(1986)-  36 54 16.     (N)    113 55 59.     (W)     SCALED    
 GQ0205* NAVD 88     -       564.644  (meters)    1852.50   (feet)  ADJUSTED  
 GQ0205  ___________________________________________________________________
 GQ0205  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 GQ0205  DYNAMIC HT  -         564.075 (meters)    1850.64  (feet)  COMP
 GQ0205  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 GQ0205  OBS GRAVITY -     979,607.8   (mgal)                       GRAV_OBS
 GQ0205
 GQ0205  VERT ORDER  -  FIRST     CLASS II
 GQ0205
 GQ0205.The horizontal coordinates were scaled from a topographic map and have
 GQ0205.an estimated accuracy of +/- 6 seconds.
 GQ0205
 GQ0205.The orthometric height was determined by differential leveling
 GQ0205.and adjusted in June 1991.
 GQ0205
 GQ0205.The geoid height was determined by GEOID03.
 GQ0205
 GQ0205.The dynamic height is computed by dividing the NAVD 88
 GQ0205.geopotential number by the normal gravity value computed on the
 GQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0205.degrees latitude (g = 980.6199 gals.).
 GQ0205
 GQ0205.The modeled gravity was interpolated from observed gravity values.
 GQ0205.The observed gravity was obtained from relative gravimeter ties
 GQ0205.to the IGSN71 gravity network.
 GQ0205
 GQ0205;                    North         East    Units  Estimated Accuracy
 GQ0205;SPC AZ W     -   654,900.      197,050.      MT  (+/- 180 meters Scaled)
 GQ0205
 GQ0205                          SUPERSEDED SURVEY CONTROL
 GQ0205
 GQ0205.No superseded survey control is available for this station.
 GQ0205
 GQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF386882(NAD 83)
 GQ0205_MARKER: DB = BENCH MARK DISK
 GQ0205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GQ0205_SP_SET: CURB
 GQ0205_STAMPING: F 499 1982
 GQ0205_MARK LOGO: NGS   
 GQ0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0205+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 GQ0205
 GQ0205  HISTORY     - Date     Condition        Report By
 GQ0205  HISTORY     - 1982     MONUMENTED       NGS
 GQ0205  HISTORY     - 20030201 GOOD             NGS
 GQ0205  HISTORY     - 20060928 GOOD             GEOCAC
 GQ0205
 GQ0205                          STATION DESCRIPTION
 GQ0205
 GQ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0205'18.1 KM (11.3 MI) NE FROM MESQUITE NV.
 GQ0205'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0205'MESQUITE, THENCE 17.6 KM (11.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0205'IN TOP OF AND 3.3 METERS (11.5 FT) SOUTHWEST OF THE NORTHEAST END OF
 GQ0205'THE NORTHWEST BRIDGE CURB OVER AN ABUTMENT FOR THE BRIDGE OVER BEAVER
 GQ0205'DAM WASH, 4.9 METERS (16.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 GQ0205'0.15 METER (0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB.
 GQ0205'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GQ0205
 GQ0205                          STATION RECOVERY (2003)
 GQ0205
 GQ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 GQ0205'RECOVERED IN GOOD CONDITION.
 GQ0205
 GQ0205                          STATION RECOVERY (2006)
 GQ0205
 GQ0205'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 GQ0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0147 ***********************************************************************
 GP0147  DESIGNATION -  F 50
 GP0147  PID         -  GP0147
 GP0147  STATE/COUNTY-  AZ/COCONINO
 GP0147  USGS QUAD   -  TUBA CITY NE (1969)
 GP0147
 GP0147                         *CURRENT SURVEY CONTROL
 GP0147  ___________________________________________________________________
 GP0147* NAD 83(1986)-  36 09 45.     (N)    111 05 49.     (W)     SCALED    
 GP0147* NAVD 88     -      1584.659  (meters)    5199.00   (feet)  ADJUSTED  
 GP0147  ___________________________________________________________________
 GP0147  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0147  DYNAMIC HT  -        1582.652 (meters)    5192.42  (feet)  COMP
 GP0147  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 GP0147
 GP0147  VERT ORDER  -  FIRST     CLASS II
 GP0147
 GP0147.The horizontal coordinates were scaled from a topographic map and have
 GP0147.an estimated accuracy of +/- 6 seconds.
 GP0147
 GP0147.The orthometric height was determined by differential leveling
 GP0147.and adjusted in June 1991.
 GP0147
 GP0147.The geoid height was determined by GEOID03.
 GP0147
 GP0147.The dynamic height is computed by dividing the NAVD 88
 GP0147.geopotential number by the normal gravity value computed on the
 GP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0147.degrees latitude (g = 980.6199 gals.).
 GP0147
 GP0147.The modeled gravity was interpolated from observed gravity values.
 GP0147
 GP0147;                    North         East    Units  Estimated Accuracy
 GP0147;SPC AZ C     -   572,850.      287,110.      MT  (+/- 180 meters Scaled)
 GP0147
 GP0147                          SUPERSEDED SURVEY CONTROL
 GP0147
 GP0147  NGVD 29 (??/??/92) 1583.714  (m)         5195.90   (f) ADJ UNCH    1 2
 GP0147
 GP0147.Superseded values are not recommended for survey control.
 GP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0147.See file dsdata.txt to determine how the superseded data were derived.
 GP0147
 GP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF912019(NAD 83)
 GP0147_MARKER: DB = BENCH MARK DISK
 GP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0147_STAMPING: F 50 1934
 GP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0147+STABILITY: SURFACE MOTION
 GP0147
 GP0147  HISTORY     - Date     Condition        Report By
 GP0147  HISTORY     - 1934     MONUMENTED       CGS
 GP0147  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0147
 GP0147                          STATION DESCRIPTION
 GP0147
 GP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0147'8.9 MI NE FROM TUBA CITY.
 GP0147'8.9 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0147'COCONINO COUNTY, 1-1/2 POLES SOUTHWEST OF A SHARP ANGLE IN A ROW OF
 GP0147'POLES, 83 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND IN LINE
 GP0147'WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED F 50 1934 AND SET IN
 GP0147'THE TOP OF A CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S.
 GP0147'HIGHWAY 164 AND STATE HIGHWAY 264.  7.7 MILES NORTHEAST OF ALONG U.S.
 GP0147'HIGHWAY 164.  1 1/2 POLES SOUTHWEST OF A SHARP ANGLE IN A ROW OF
 GP0147'POLES.  450 FT. SOUTHEAST OF CENTERLINE OF HIGHWAY.  440 FT. SOUTH OF
 GP0147'A SMALL SHELTER USED AS A BUS STOP.  82 FT. NORTHWEST OF A TRACK ROAD.
 GP0147'IN LINE WITH A ROW OF POLES.  SET IN A CONCRETE POST PROJECTING 0.7
 GP0147'FT.  A USC AND GS BENCH MARK.
 GP0147
 GP0147                          STATION RECOVERY (1983)
 GP0147
 GP0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0412 ***********************************************************************
 FP0412  DESIGNATION -  F 500
 FP0412  PID         -  FP0412
 FP0412  STATE/COUNTY-  AZ/APACHE
 FP0412  USGS QUAD   -  KACHINA POINT (1972)
 FP0412
 FP0412                         *CURRENT SURVEY CONTROL
 FP0412  ___________________________________________________________________
 FP0412* NAD 83(1986)-  35 01 47.     (N)    109 50 01.     (W)     SCALED    
 FP0412* NAVD 88     -      1685.462  (meters)    5529.72   (feet)  ADJUSTED  
 FP0412  ___________________________________________________________________
 FP0412  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 FP0412  DYNAMIC HT  -        1683.116 (meters)    5522.02  (feet)  COMP
 FP0412  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 FP0412
 FP0412  VERT ORDER  -  FIRST     CLASS II
 FP0412
 FP0412.The horizontal coordinates were scaled from a topographic map and have
 FP0412.an estimated accuracy of +/- 6 seconds.
 FP0412
 FP0412.The orthometric height was determined by differential leveling
 FP0412.and adjusted in June 1991.
 FP0412
 FP0412.The geoid height was determined by GEOID03.
 FP0412
 FP0412.The dynamic height is computed by dividing the NAVD 88
 FP0412.geopotential number by the normal gravity value computed on the
 FP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0412.degrees latitude (g = 980.6199 gals.).
 FP0412
 FP0412.The modeled gravity was interpolated from observed gravity values.
 FP0412
 FP0412;                    North         East    Units  Estimated Accuracy
 FP0412;SPC AZ E     -   446,920.      243,750.      MT  (+/- 180 meters Scaled)
 FP0412
 FP0412                          SUPERSEDED SURVEY CONTROL
 FP0412
 FP0412.No superseded survey control is available for this station.
 FP0412
 FP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD063769(NAD 83)
 FP0412_MARKER: I = METAL ROD
 FP0412_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FP0412+WITH SETTING: INFORMATION.
 FP0412_SP_SET: SHALLOW SET METAL ROD
 FP0412_STAMPING: F 500 1983
 FP0412_MARK LOGO: NGS   
 FP0412_PROJECTION: FLUSH
 FP0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0412_ROD/PIPE-DEPTH: 2.7  meters
 FP0412
 FP0412  HISTORY     - Date     Condition        Report By
 FP0412  HISTORY     - 1983     MONUMENTED       NGS
 FP0412
 FP0412                          STATION DESCRIPTION
 FP0412
 FP0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0412'33.9 KM (21.05 MI) NE FROM HOLBROOK.
 FP0412'33.9 KM (21.05 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0412'JUNCTION WITH NAVAJO BOULEVARD IN HOLBROOK, 0.1 KM (0.05 MI) SOUTHWEST
 FP0412'OF MILEPOST 308, 53.3 METERS (174.9 FT) SOUTH OF THE SOUTH CORNER OF A
 FP0412'DOUBLE BOX CULVERT, 28.6 METERS (93.8 FT) SOUTHEAST OF THE CENTERLINE
 FP0412'OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 0.3 METER (1.0 FT)
 FP0412'NORTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO
 FP0412'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0412'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FP0412'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0799 ***********************************************************************
 ES0799  DESIGNATION -  F 501
 ES0799  PID         -  ES0799
 ES0799  STATE/COUNTY-  AZ/NAVAJO
 ES0799  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0799
 ES0799                         *CURRENT SURVEY CONTROL
 ES0799  ___________________________________________________________________
 ES0799* NAD 83(1986)-  34 40 19.     (N)    110 06 09.     (W)     SCALED    
 ES0799* NAVD 88     -      1695.079  (meters)    5561.27   (feet)  ADJUSTED  
 ES0799  ___________________________________________________________________
 ES0799  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES0799  DYNAMIC HT  -        1692.692 (meters)    5553.44  (feet)  COMP
 ES0799  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 ES0799
 ES0799  VERT ORDER  -  FIRST     CLASS II
 ES0799
 ES0799.The horizontal coordinates were scaled from a topographic map and have
 ES0799.an estimated accuracy of +/- 6 seconds.
 ES0799
 ES0799.The orthometric height was determined by differential leveling
 ES0799.and adjusted in June 1991.
 ES0799
 ES0799.The geoid height was determined by GEOID03.
 ES0799
 ES0799.The dynamic height is computed by dividing the NAVD 88
 ES0799.geopotential number by the normal gravity value computed on the
 ES0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0799.degrees latitude (g = 980.6199 gals.).
 ES0799
 ES0799.The modeled gravity was interpolated from observed gravity values.
 ES0799
 ES0799;                    North         East    Units  Estimated Accuracy
 ES0799;SPC AZ E     -   407,190.      219,240.      MT  (+/- 180 meters Scaled)
 ES0799
 ES0799                          SUPERSEDED SURVEY CONTROL
 ES0799
 ES0799.No superseded survey control is available for this station.
 ES0799
 ES0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD822370(NAD 83)
 ES0799_MARKER: I = METAL ROD
 ES0799_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0799+WITH SETTING: INFORMATION.
 ES0799_SP_SET: SHALLOW SET METAL ROD
 ES0799_STAMPING: F 501 1983
 ES0799_MARK LOGO: NGS   
 ES0799_PROJECTION: FLUSH
 ES0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0799_ROD/PIPE-DEPTH: 2.7  meters
 ES0799
 ES0799  HISTORY     - Date     Condition        Report By
 ES0799  HISTORY     - 1983     MONUMENTED       NGS
 ES0799
 ES0799                          STATION DESCRIPTION
 ES0799
 ES0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0799'26.6 KM (16.5 MI) SOUTH FROM HOLBROOK.
 ES0799'26.6 KM (16.5 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0799'WITH HOPI DRIVE IN HOLBROOK, 0.3 KM (0.2 MI) NORTH OF MILEPOST 372 AND
 ES0799'30.3 METERS (99.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 ES0799'REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS
 ES0799'THROUGH A 5-INCH LOGO CAP.
 ES0799'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ES0799'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0427 ***********************************************************************
 ER0427  DESIGNATION -  F 502
 ER0427  PID         -  ER0427
 ER0427  STATE/COUNTY-  AZ/NAVAJO
 ER0427  USGS QUAD   -  INDIAN PINE (1977)
 ER0427
 ER0427                         *CURRENT SURVEY CONTROL
 ER0427  ___________________________________________________________________
 ER0427* NAD 83(1986)-  34 05 42.     (N)    109 54 27.     (W)     SCALED    
 ER0427* NAVD 88     -      2203.466  (meters)    7229.20   (feet)  ADJUSTED  
 ER0427  ___________________________________________________________________
 ER0427  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0427  DYNAMIC HT  -        2200.078 (meters)    7218.09  (feet)  COMP
 ER0427  MODELED GRAV-     979,018.6   (mgal)                       NAVD 88
 ER0427
 ER0427  VERT ORDER  -  FIRST     CLASS II
 ER0427
 ER0427.The horizontal coordinates were scaled from a topographic map and have
 ER0427.an estimated accuracy of +/- 6 seconds.
 ER0427
 ER0427.The orthometric height was determined by differential leveling
 ER0427.and adjusted in June 1991.
 ER0427
 ER0427.The geoid height was determined by GEOID03.
 ER0427
 ER0427.The dynamic height is computed by dividing the NAVD 88
 ER0427.geopotential number by the normal gravity value computed on the
 ER0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0427.degrees latitude (g = 980.6199 gals.).
 ER0427
 ER0427.The modeled gravity was interpolated from observed gravity values.
 ER0427
 ER0427;                    North         East    Units  Estimated Accuracy
 ER0427;SPC AZ E     -   343,220.      237,270.      MT  (+/- 180 meters Scaled)
 ER0427
 ER0427                          SUPERSEDED SURVEY CONTROL
 ER0427
 ER0427.No superseded survey control is available for this station.
 ER0427
 ER0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC007732(NAD 83)
 ER0427_MARKER: I = METAL ROD
 ER0427_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0427+WITH SETTING: INFORMATION.
 ER0427_SP_SET: SHALLOW SET METAL ROD
 ER0427_STAMPING: F 502 1983
 ER0427_MARK LOGO: NGS   
 ER0427_PROJECTION: FLUSH
 ER0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0427_ROD/PIPE-DEPTH: 2.4  meters
 ER0427
 ER0427  HISTORY     - Date     Condition        Report By
 ER0427  HISTORY     - 1983     MONUMENTED       NGS
 ER0427
 ER0427                          STATION DESCRIPTION
 ER0427
 ER0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0427'7.1 KM (4.4 MI) NW FROM MCNARY.
 ER0427'0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 ER0427'MCNARY, THENCE 7.0 KM (4.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 260,
 ER0427'0.7 KM (0.45 MI) NORTH OF MILEPOST 357, 30.7 METERS (100.7 FT) EAST OF
 ER0427'THE CENTERLINE OF THE HIGHWAY AND 12.4 METERS (40.7 FT) EAST OF
 ER0427'UTILITY POLE NUMBER 2-86.  REFUSAL WAS REACHED AT 8.0 FT.  ACCESS
 ER0427'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0427'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ER0427'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0386 ***********************************************************************
 FP0386  DESIGNATION -  F 503
 FP0386  PID         -  FP0386
 FP0386  STATE/COUNTY-  AZ/APACHE
 FP0386  USGS QUAD   -  HOUCK (1971)
 FP0386
 FP0386                         *CURRENT SURVEY CONTROL
 FP0386  ___________________________________________________________________
 FP0386* NAD 83(1986)-  35 16 48.     (N)    109 10 42.     (W)     SCALED    
 FP0386* NAVD 88     -      1838.462  (meters)    6031.69   (feet)  ADJUSTED  
 FP0386  ___________________________________________________________________
 FP0386  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 FP0386  DYNAMIC HT  -        1835.891 (meters)    6023.25  (feet)  COMP
 FP0386  MODELED GRAV-     979,170.7   (mgal)                       NAVD 88
 FP0386
 FP0386  VERT ORDER  -  FIRST     CLASS II
 FP0386
 FP0386.The horizontal coordinates were scaled from a topographic map and have
 FP0386.an estimated accuracy of +/- 6 seconds.
 FP0386
 FP0386.The orthometric height was determined by differential leveling
 FP0386.and adjusted in June 1991.
 FP0386
 FP0386.The geoid height was determined by GEOID03.
 FP0386
 FP0386.The dynamic height is computed by dividing the NAVD 88
 FP0386.geopotential number by the normal gravity value computed on the
 FP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0386.degrees latitude (g = 980.6199 gals.).
 FP0386
 FP0386.The modeled gravity was interpolated from observed gravity values.
 FP0386
 FP0386;                    North         East    Units  Estimated Accuracy
 FP0386;SPC AZ E     -   475,080.      303,270.      MT  (+/- 180 meters Scaled)
 FP0386
 FP0386                          SUPERSEDED SURVEY CONTROL
 FP0386
 FP0386.No superseded survey control is available for this station.
 FP0386
 FP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE656056(NAD 83)
 FP0386_MARKER: I = METAL ROD
 FP0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0386_SP_SET: STAINLESS STEEL ROD
 FP0386_STAMPING: F 503 1983
 FP0386_MARK LOGO: NGS   
 FP0386_PROJECTION: FLUSH
 FP0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0386_ROD/PIPE-DEPTH: 12.2 meters
 FP0386
 FP0386  HISTORY     - Date     Condition        Report By
 FP0386  HISTORY     - 1983     MONUMENTED       NGS
 FP0386
 FP0386                          STATION DESCRIPTION
 FP0386
 FP0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0386'26.6 KM (16.5 MI) NE FROM CHAMBERS.
 FP0386'26.6 KM (16.5 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0386'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.2
 FP0386'KM (0.1 MI) EAST OF MILEPOST 350, 19.0 METERS (62.3 FT) NORTH OF A
 FP0386'FENCE, 11.4 METERS (37.4 FT) SOUTH OF THE CENTERLINE OF THE NORTHEAST
 FP0386'BOUND LANES OF THE HIGHWAY AND 1.7 METERS (5.6 FT) SOUTH OF THE NORTH
 FP0386'LEG OF A HIGHWAY INFORMATION SIGN (ALLENTOWN ROAD EXIT 1 MILE).
 FP0386'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0386'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FP0386'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0781 ***********************************************************************
 ES0781  DESIGNATION -  F 504
 ES0781  PID         -  ES0781
 ES0781  STATE/COUNTY-  AZ/NAVAJO
 ES0781  USGS QUAD   -  JOSEPH CITY (1986)
 ES0781
 ES0781                         *CURRENT SURVEY CONTROL
 ES0781  ___________________________________________________________________
 ES0781* NAD 83(1986)-  34 56 38.     (N)    110 17 48.     (W)     SCALED    
 ES0781* NAVD 88     -      1536.217  (meters)    5040.07   (feet)  ADJUSTED  
 ES0781  ___________________________________________________________________
 ES0781  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0781  DYNAMIC HT  -        1534.132 (meters)    5033.23  (feet)  COMP
 ES0781  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 ES0781
 ES0781  VERT ORDER  -  FIRST     CLASS II
 ES0781
 ES0781.The horizontal coordinates were scaled from a topographic map and have
 ES0781.an estimated accuracy of +/- 6 seconds.
 ES0781
 ES0781.The orthometric height was determined by differential leveling
 ES0781.and adjusted in June 1991.
 ES0781
 ES0781.The geoid height was determined by GEOID03.
 ES0781
 ES0781.The dynamic height is computed by dividing the NAVD 88
 ES0781.geopotential number by the normal gravity value computed on the
 ES0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0781.degrees latitude (g = 980.6199 gals.).
 ES0781
 ES0781.The modeled gravity was interpolated from observed gravity values.
 ES0781
 ES0781;                    North         East    Units  Estimated Accuracy
 ES0781;SPC AZ E     -   437,360.      201,490.      MT  (+/- 180 meters Scaled)
 ES0781
 ES0781                          SUPERSEDED SURVEY CONTROL
 ES0781
 ES0781.No superseded survey control is available for this station.
 ES0781
 ES0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD642670(NAD 83)
 ES0781_MARKER: DB = BENCH MARK DISK
 ES0781_SETTING: 66 = SET IN ROCK OUTCROP
 ES0781_SP_SET: ROCK OUTCROP
 ES0781_STAMPING: F 504 1983
 ES0781_MARK LOGO: NGS   
 ES0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0781+STABILITY: POSITION/ELEVATION WELL
 ES0781
 ES0781  HISTORY     - Date     Condition        Report By
 ES0781  HISTORY     - 1983     MONUMENTED       NGS
 ES0781
 ES0781                          STATION DESCRIPTION
 ES0781
 ES0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0781'4.4 KM (2.75 MI) EAST FROM JOSEPH CITY.
 ES0781'4.4 KM (2.75 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 ES0781'HIGHWAY 40 FROM THE POST OFFICE IN JOSEPH CITY, IN THE SOUTHEAST END
 ES0781'OF A 21 BY 34 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI)
 ES0781'SOUTHEAST OF THE TANNER WASH HIGHWAY BRIDGE, 0.3 KM (0.2 MI) SOUTHEAST
 ES0781'OF MILEPOST 278 AND 29.1 METERS (95.5 FT) SOUTHWEST OF THE CENTERLINE
 ES0781'OF THE EAST BOUND LANES OF THE HIGHWAY.
 ES0781'THE MARK IS 0.6 METERS  N FROM  A FENCE AND WITNESS POST
 ES0781'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0479 ***********************************************************************
 GP0479  DESIGNATION -  F 505
 GP0479  PID         -  GP0479
 GP0479  STATE/COUNTY-  AZ/COCONINO
 GP0479  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0479
 GP0479                         *CURRENT SURVEY CONTROL
 GP0479  ___________________________________________________________________
 GP0479* NAD 83(1986)-  36 09 11.     (N)    111 22 45.     (W)     SCALED    
 GP0479* NAVD 88     -      1436.742  (meters)    4713.71   (feet)  ADJUSTED  
 GP0479  ___________________________________________________________________
 GP0479  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0479  DYNAMIC HT  -        1434.978 (meters)    4707.92  (feet)  COMP
 GP0479  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 GP0479
 GP0479  VERT ORDER  -  FIRST     CLASS II
 GP0479
 GP0479.The horizontal coordinates were scaled from a topographic map and have
 GP0479.an estimated accuracy of +/- 6 seconds.
 GP0479
 GP0479.The orthometric height was determined by differential leveling
 GP0479.and adjusted in June 1991.
 GP0479
 GP0479.The geoid height was determined by GEOID03.
 GP0479
 GP0479.The dynamic height is computed by dividing the NAVD 88
 GP0479.geopotential number by the normal gravity value computed on the
 GP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0479.degrees latitude (g = 980.6199 gals.).
 GP0479
 GP0479.The modeled gravity was interpolated from observed gravity values.
 GP0479
 GP0479;                    North         East    Units  Estimated Accuracy
 GP0479;SPC AZ C     -   571,630.      261,730.      MT  (+/- 180 meters Scaled)
 GP0479
 GP0479                          SUPERSEDED SURVEY CONTROL
 GP0479
 GP0479.No superseded survey control is available for this station.
 GP0479
 GP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF658009(NAD 83)
 GP0479_MARKER: DB = BENCH MARK DISK
 GP0479_SETTING: 66 = SET IN ROCK OUTCROP
 GP0479_SP_SET: ROCK OUTCROP
 GP0479_STAMPING: F 505 1983
 GP0479_MARK LOGO: NGS   
 GP0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0479+STABILITY: POSITION/ELEVATION WELL
 GP0479
 GP0479  HISTORY     - Date     Condition        Report By
 GP0479  HISTORY     - 1983     MONUMENTED       NGS
 GP0479
 GP0479                          STATION DESCRIPTION
 GP0479
 GP0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0479'18.3 KM (11.35 MI) SW FROM TUBA CITY.
 GP0479'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0479'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 9.7 KM (6.0 MI)
 GP0479'NORTHWESTERLY ALONG COUNTY ROAD 23, 2.7 KM (1.7 MI) SOUTHEAST OF THE
 GP0479'JUNCTION OF U.S. HIGHWAY 89, IN THE CENTER OF A 4- BY 6-FOOT EXPOSED
 GP0479'AREA OF OUTCROPPING BEDROCK, 46.0 METERS (150.9 FT) SOUTHWEST OF THE
 GP0479'CENTER OF THE ROAD, AND 40.8 METERS (133.9 FT) WEST OF THE NORTHWEST
 GP0479'CORNER OF A SMALL BRIDGE.
 GP0479'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GP0479'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0456 ***********************************************************************
 GP0456  DESIGNATION -  F 506
 GP0456  PID         -  GP0456
 GP0456  STATE/COUNTY-  AZ/COCONINO
 GP0456  USGS QUAD   -  TUBA CITY NE (1969)
 GP0456
 GP0456                         *CURRENT SURVEY CONTROL
 GP0456  ___________________________________________________________________
 GP0456* NAD 83(1986)-  36 12 48.     (N)    111 02 51.     (W)     SCALED    
 GP0456* NAVD 88     -      1653.625  (meters)    5425.27   (feet)  ADJUSTED  
 GP0456  ___________________________________________________________________
 GP0456  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0456  DYNAMIC HT  -        1651.543 (meters)    5418.44  (feet)  COMP
 GP0456  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 GP0456
 GP0456  VERT ORDER  -  FIRST     CLASS II
 GP0456
 GP0456.The horizontal coordinates were scaled from a topographic map and have
 GP0456.an estimated accuracy of +/- 6 seconds.
 GP0456
 GP0456.The orthometric height was determined by differential leveling
 GP0456.and adjusted in June 1991.
 GP0456
 GP0456.The geoid height was determined by GEOID03.
 GP0456
 GP0456.The dynamic height is computed by dividing the NAVD 88
 GP0456.geopotential number by the normal gravity value computed on the
 GP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0456.degrees latitude (g = 980.6199 gals.).
 GP0456
 GP0456.The modeled gravity was interpolated from observed gravity values.
 GP0456
 GP0456;                    North         East    Units  Estimated Accuracy
 GP0456;SPC AZ C     -   578,530.      291,510.      MT  (+/- 180 meters Scaled)
 GP0456
 GP0456                          SUPERSEDED SURVEY CONTROL
 GP0456
 GP0456.No superseded survey control is available for this station.
 GP0456
 GP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF957076(NAD 83)
 GP0456_MARKER: I = METAL ROD
 GP0456_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0456+WITH SETTING: INFORMATION.
 GP0456_SP_SET: SHALLOW SET METAL ROD
 GP0456_STAMPING: F 506 1983
 GP0456_MARK LOGO: NGS   
 GP0456_PROJECTION: FLUSH
 GP0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0456_ROD/PIPE-DEPTH: 0.9  meters
 GP0456
 GP0456  HISTORY     - Date     Condition        Report By
 GP0456  HISTORY     - 1983     MONUMENTED       NGS
 GP0456
 GP0456                          STATION DESCRIPTION
 GP0456
 GP0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0456'20.0 KM (12.4 MI) NE FROM TUBA CITY.
 GP0456'20.0 KM (12.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0456'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.3 KM (0.2 MI)
 GP0456'SOUTHWEST OF A DIRT ROAD LEADING SOUTHEAST, 0.2 KM (0.1 MI) NORTHEAST
 GP0456'OF MILEPOST 334, 60.4 METERS (198.2 FT) NORTHWEST OF THE CENTERLINE OF
 GP0456'THE HIGHWAY, AND 16.8 METERS (55.1 FT) NORTHEAST OF A FENCE LINE
 GP0456'SUPPORT POST.  NOTE=REFUSAL WAS REACHED AT 3.0 FEET.  ACCESS TO THE
 GP0456'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0456'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0377 ***********************************************************************
 GP0377  DESIGNATION -  F 508
 GP0377  PID         -  GP0377
 GP0377  STATE/COUNTY-  AZ/COCONINO
 GP0377  USGS QUAD   -  THE GAP (1981)
 GP0377
 GP0377                         *CURRENT SURVEY CONTROL
 GP0377  ___________________________________________________________________
 GP0377* NAD 83(1986)-  36 18 50.     (N)    111 28 16.     (W)     SCALED    
 GP0377* NAVD 88     -      1639.547  (meters)    5379.08   (feet)  ADJUSTED  
 GP0377  ___________________________________________________________________
 GP0377  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0377  DYNAMIC HT  -        1637.510 (meters)    5372.40  (feet)  COMP
 GP0377  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 GP0377
 GP0377  VERT ORDER  -  FIRST     CLASS II
 GP0377
 GP0377.The horizontal coordinates were scaled from a topographic map and have
 GP0377.an estimated accuracy of +/- 6 seconds.
 GP0377
 GP0377.The orthometric height was determined by differential leveling
 GP0377.and adjusted in June 1991.
 GP0377
 GP0377.The geoid height was determined by GEOID03.
 GP0377
 GP0377.The dynamic height is computed by dividing the NAVD 88
 GP0377.geopotential number by the normal gravity value computed on the
 GP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0377.degrees latitude (g = 980.6199 gals.).
 GP0377
 GP0377.The modeled gravity was interpolated from observed gravity values.
 GP0377
 GP0377;                    North         East    Units  Estimated Accuracy
 GP0377;SPC AZ C     -   589,430.      253,370.      MT  (+/- 180 meters Scaled)
 GP0377
 GP0377                          SUPERSEDED SURVEY CONTROL
 GP0377
 GP0377.No superseded survey control is available for this station.
 GP0377
 GP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF577188(NAD 83)
 GP0377_MARKER: I = METAL ROD
 GP0377_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0377+WITH SETTING: INFORMATION.
 GP0377_SP_SET: SHALLOW SET METAL ROD
 GP0377_STAMPING: F 508 1983
 GP0377_MARK LOGO: NGS   
 GP0377_PROJECTION: FLUSH
 GP0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0377_ROD/PIPE-DEPTH: 0.9  meters
 GP0377
 GP0377  HISTORY     - Date     Condition        Report By
 GP0377  HISTORY     - 1983     MONUMENTED       NGS
 GP0377  HISTORY     - 19931201 GOOD             USPSQD
 GP0377
 GP0377                          STATION DESCRIPTION
 GP0377
 GP0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0377'1.5 KM (0.9 MI) NW FROM THE GAP.
 GP0377'1.55 KM (0.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0377'AT THE GAP, ON TOP OF A NARROW RIDGE AT THE NORTHWEST END OF A CUT,
 GP0377'57.0 METERS (187 FT) EAST OF MILEPOST 499, 29.9 METERS (98 FT)
 GP0377'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) SOUTHWEST OF A
 GP0377'BRACED FENCE POST IN THE RIGHT OF WAY FENCE.
 GP0377'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GP0377'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 GP0377
 GP0377                          STATION RECOVERY (1993)
 GP0377
 GP0377'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0267 ***********************************************************************
 GP0267  DESIGNATION -  F 51
 GP0267  PID         -  GP0267
 GP0267  STATE/COUNTY-  AZ/COCONINO
 GP0267  USGS QUAD   -  EMMETT WASH (1985)
 GP0267
 GP0267                         *CURRENT SURVEY CONTROL
 GP0267  ___________________________________________________________________
 GP0267* NAD 83(1986)-  36 41 19.     (N)    111 52 30.     (W)     SCALED    
 GP0267* NAVD 88     -      1482.679  (meters)    4864.42   (feet)  POSTED    
 GP0267  ___________________________________________________________________
 GP0267  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 GP0267  DYNAMIC HT  -        1480.920 (meters)    4858.65  (feet)  COMP
 GP0267  MODELED GRAV-     979,395.5   (mgal)                       NAVD 88
 GP0267
 GP0267  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0267
 GP0267.The horizontal coordinates were scaled from a topographic map and have
 GP0267.an estimated accuracy of +/- 6 seconds.
 GP0267
 GP0267.The orthometric height was determined by differential leveling
 GP0267.and adjusted by the  in 1992.
 GP0267.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0267.rate of 0.0 thru 1.0 mm/km.
 GP0267
 GP0267.The geoid height was determined by GEOID03.
 GP0267
 GP0267.The dynamic height is computed by dividing the NAVD 88
 GP0267.geopotential number by the normal gravity value computed on the
 GP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0267.degrees latitude (g = 980.6199 gals.).
 GP0267
 GP0267.The modeled gravity was interpolated from observed gravity values.
 GP0267
 GP0267;                    North         East    Units  Estimated Accuracy
 GP0267;SPC AZ C     -   630,920.      217,080.      MT  (+/- 180 meters Scaled)
 GP0267
 GP0267                          SUPERSEDED SURVEY CONTROL
 GP0267
 GP0267  NGVD 29 (??/??/92) 1481.727  (m)         4861.30   (f) ADJ UNCH    1 2
 GP0267
 GP0267.Superseded values are not recommended for survey control.
 GP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0267.See file dsdata.txt to determine how the superseded data were derived.
 GP0267
 GP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF218606(NAD 83)
 GP0267_MARKER: DB = BENCH MARK DISK
 GP0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0267_SP_SET: CULVERT
 GP0267_STAMPING: F 51 1934
 GP0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0267
 GP0267  HISTORY     - Date     Condition        Report By
 GP0267  HISTORY     - 1934     MONUMENTED       CGS
 GP0267
 GP0267                          STATION DESCRIPTION
 GP0267
 GP0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0267'17.4 MI W FROM MARBLE CANYON.
 GP0267'17.4 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT MARBLE
 GP0267'CANYON, COCONINO COUNTY, 9.6 MILES EAST OF HOUSE ROCK SPRINGS, AT
 GP0267'STATION 937+80.0, AT A DOUBLE 8- BY 12-FOOT BOX CULVERT, IN THE TOP OF
 GP0267'THE SOUTH CONCRETE HEADWALL, AND 1 FOOT FROM THE EAST END.  A STANDARD
 GP0267'DISK, STAMPED F 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0505 ***********************************************************************
 FQ0505  DESIGNATION -  F 510
 FQ0505  PID         -  FQ0505
 FQ0505  STATE/COUNTY-  AZ/COCONINO
 FQ0505  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0505
 FQ0505                         *CURRENT SURVEY CONTROL
 FQ0505  ___________________________________________________________________
 FQ0505* NAD 83(1986)-  35 49 02.     (N)    111 26 29.     (W)     SCALED    
 FQ0505* NAVD 88     -      1376.535  (meters)    4516.18   (feet)  ADJUSTED  
 FQ0505  ___________________________________________________________________
 FQ0505  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0505  DYNAMIC HT  -        1374.808 (meters)    4510.52  (feet)  COMP
 FQ0505  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 FQ0505
 FQ0505  VERT ORDER  -  FIRST     CLASS II
 FQ0505
 FQ0505.The horizontal coordinates were scaled from a topographic map and have
 FQ0505.an estimated accuracy of +/- 6 seconds.
 FQ0505
 FQ0505.The orthometric height was determined by differential leveling
 FQ0505.and adjusted in June 1991.
 FQ0505
 FQ0505.The geoid height was determined by GEOID03.
 FQ0505
 FQ0505.The dynamic height is computed by dividing the NAVD 88
 FQ0505.geopotential number by the normal gravity value computed on the
 FQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0505.degrees latitude (g = 980.6199 gals.).
 FQ0505
 FQ0505.The modeled gravity was interpolated from observed gravity values.
 FQ0505
 FQ0505;                    North         East    Units  Estimated Accuracy
 FQ0505;SPC AZ C     -   534,340.      256,310.      MT  (+/- 180 meters Scaled)
 FQ0505
 FQ0505                          SUPERSEDED SURVEY CONTROL
 FQ0505
 FQ0505.No superseded survey control is available for this station.
 FQ0505
 FQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE601637(NAD 83)
 FQ0505_MARKER: DB = BENCH MARK DISK
 FQ0505_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0505_SP_SET: ROCK OUTCROP
 FQ0505_STAMPING: F 510 1983
 FQ0505_MARK LOGO: NGS   
 FQ0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0505+STABILITY: POSITION/ELEVATION WELL
 FQ0505
 FQ0505  HISTORY     - Date     Condition        Report By
 FQ0505  HISTORY     - 1983     MONUMENTED       NGS
 FQ0505
 FQ0505                          STATION DESCRIPTION
 FQ0505
 FQ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0505'7.2 KM (4.5 MI) SOUTH FROM CAMERON.
 FQ0505'7.2 KM (4.5 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0505'CAMERON, UNDER THE SOUTHEAST LINE OF A POWER TOWER CROSSING, IN TOP OF
 FQ0505'A 6 BY 20 FOOT PORTION OF SANDSTONE OUTCROP PROJECTING 1 FOOT ABOVE
 FQ0505'THE SURFACE OF THE GROUND, 28.0 METERS (92 FT) WEST OF THE HIGHWAY
 FQ0505'CENTERLINE, 36.5 METERS (120 FT) NORTH OF A 8 BY 20 FOOT BOX CULVERT,
 FQ0505'21.3 METERS (70 FT) SOUTH OF THE SOUTH END OF A CUT BANK.
 FQ0505'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0505'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0497 ***********************************************************************
 FQ0497  DESIGNATION -  F 511
 FQ0497  PID         -  FQ0497
 FQ0497  STATE/COUNTY-  AZ/COCONINO
 FQ0497  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0497
 FQ0497                         *CURRENT SURVEY CONTROL
 FQ0497  ___________________________________________________________________
 FQ0497* NAD 83(1986)-  35 44 26.     (N)    111 28 35.     (W)     SCALED    
 FQ0497* NAVD 88     -      1536.352  (meters)    5040.51   (feet)  ADJUSTED  
 FQ0497  ___________________________________________________________________
 FQ0497  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0497  DYNAMIC HT  -        1534.379 (meters)    5034.04  (feet)  COMP
 FQ0497  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 FQ0497
 FQ0497  VERT ORDER  -  FIRST     CLASS II
 FQ0497
 FQ0497.The horizontal coordinates were scaled from a topographic map and have
 FQ0497.an estimated accuracy of +/- 6 seconds.
 FQ0497
 FQ0497.The orthometric height was determined by differential leveling
 FQ0497.and adjusted in June 1991.
 FQ0497
 FQ0497.The geoid height was determined by GEOID03.
 FQ0497
 FQ0497.The dynamic height is computed by dividing the NAVD 88
 FQ0497.geopotential number by the normal gravity value computed on the
 FQ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0497.degrees latitude (g = 980.6199 gals.).
 FQ0497
 FQ0497.The modeled gravity was interpolated from observed gravity values.
 FQ0497
 FQ0497;                    North         East    Units  Estimated Accuracy
 FQ0497;SPC AZ C     -   525,820.      253,180.      MT  (+/- 180 meters Scaled)
 FQ0497
 FQ0497                          SUPERSEDED SURVEY CONTROL
 FQ0497
 FQ0497.No superseded survey control is available for this station.
 FQ0497
 FQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE569552(NAD 83)
 FQ0497_MARKER: DB = BENCH MARK DISK
 FQ0497_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0497_SP_SET: ROCK OUTCROP
 FQ0497_STAMPING: F 511 1983
 FQ0497_MARK LOGO: NGS   
 FQ0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0497+STABILITY: POSITION/ELEVATION WELL
 FQ0497
 FQ0497  HISTORY     - Date     Condition        Report By
 FQ0497  HISTORY     - 1983     MONUMENTED       NGS
 FQ0497
 FQ0497                          STATION DESCRIPTION
 FQ0497
 FQ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0497'16.2 KM (10.1 MI) SOUTH FROM CAMERON.
 FQ0497'16.2 KM (10.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0497'CAMERON, IN TOP OF A 3 BY 8 FOOT PORTION OF OUTCROP FLUSH WITH THE
 FQ0497'SURFACE OF THE GROUND, 0.6 KM (0.4 MI) SOUTH OF THE TRADING POST AT
 FQ0497'GREY MOUNTAIN, 21.3 METERS (70 FT) WEST OF THE HIGHWAY CENTERLINE, 4.5
 FQ0497'METERS (15 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0497'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0497'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0430 ***********************************************************************
 GP0430  DESIGNATION -  F 512
 GP0430  PID         -  GP0430
 GP0430  STATE/COUNTY-  AZ/NAVAJO
 GP0430  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0430
 GP0430                         *CURRENT SURVEY CONTROL
 GP0430  ___________________________________________________________________
 GP0430* NAD 83(1986)-  36 26 50.     (N)    110 43 29.     (W)     SCALED    
 GP0430* NAVD 88     -      1882.196  (meters)    6175.17   (feet)  ADJUSTED  
 GP0430  ___________________________________________________________________
 GP0430  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 GP0430  DYNAMIC HT  -        1879.820 (meters)    6167.38  (feet)  COMP
 GP0430  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 GP0430
 GP0430  VERT ORDER  -  FIRST     CLASS II
 GP0430
 GP0430.The horizontal coordinates were scaled from a topographic map and have
 GP0430.an estimated accuracy of +/- 6 seconds.
 GP0430
 GP0430.The orthometric height was determined by differential leveling
 GP0430.and adjusted in June 1991.
 GP0430
 GP0430.The geoid height was determined by GEOID03.
 GP0430
 GP0430.The dynamic height is computed by dividing the NAVD 88
 GP0430.geopotential number by the normal gravity value computed on the
 GP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0430.degrees latitude (g = 980.6199 gals.).
 GP0430
 GP0430.The modeled gravity was interpolated from observed gravity values.
 GP0430
 GP0430;                    North         East    Units  Estimated Accuracy
 GP0430;SPC AZ E     -   604,280.      163,330.      MT  (+/- 180 meters Scaled)
 GP0430
 GP0430                          SUPERSEDED SURVEY CONTROL
 GP0430
 GP0430.No superseded survey control is available for this station.
 GP0430
 GP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF246335(NAD 83)
 GP0430_MARKER: I = METAL ROD
 GP0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0430_SP_SET: STAINLESS STEEL ROD
 GP0430_STAMPING: F 512 1983
 GP0430_MARK LOGO: NGS   
 GP0430_PROJECTION: FLUSH
 GP0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0430_ROD/PIPE-DEPTH: 8.8  meters
 GP0430
 GP0430  HISTORY     - Date     Condition        Report By
 GP0430  HISTORY     - 1983     MONUMENTED       NGS
 GP0430
 GP0430                          STATION DESCRIPTION
 GP0430
 GP0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0430'54.2 KM (33.65 MI) SW FROM KAYENTA.
 GP0430'54.2 KM (33.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0430'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 3.2 KM (2.0 MI) SOUTHWEST
 GP0430'OF STATE HIGHWAY 98, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 360,
 GP0430'30.1 METERS (98.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0430'16.5 METERS (54.1 FT) NORTHEAST OF THE CENTER OF STEPS OVER A FENCE.
 GP0430'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0430'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0430'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0405 ***********************************************************************
 GP0405  DESIGNATION -  F 513
 GP0405  PID         -  GP0405
 GP0405  STATE/COUNTY-  AZ/NAVAJO
 GP0405  USGS QUAD   -  KAYENTA WEST (1968)
 GP0405
 GP0405                         *CURRENT SURVEY CONTROL
 GP0405  ___________________________________________________________________
 GP0405* NAD 83(1986)-  36 41 55.     (N)    110 18 43.     (W)     SCALED    
 GP0405* NAVD 88     -      1807.309  (meters)    5929.48   (feet)  ADJUSTED  
 GP0405  ___________________________________________________________________
 GP0405  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GP0405  DYNAMIC HT  -        1805.082 (meters)    5922.17  (feet)  COMP
 GP0405  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 GP0405
 GP0405  VERT ORDER  -  FIRST     CLASS II
 GP0405
 GP0405.The horizontal coordinates were scaled from a topographic map and have
 GP0405.an estimated accuracy of +/- 6 seconds.
 GP0405
 GP0405.The orthometric height was determined by differential leveling
 GP0405.and adjusted in June 1991.
 GP0405
 GP0405.The geoid height was determined by GEOID03.
 GP0405
 GP0405.The dynamic height is computed by dividing the NAVD 88
 GP0405.geopotential number by the normal gravity value computed on the
 GP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0405.degrees latitude (g = 980.6199 gals.).
 GP0405
 GP0405.The modeled gravity was interpolated from observed gravity values.
 GP0405
 GP0405;                    North         East    Units  Estimated Accuracy
 GP0405;SPC AZ E     -   632,040.      200,380.      MT  (+/- 180 meters Scaled)
 GP0405
 GP0405                          SUPERSEDED SURVEY CONTROL
 GP0405
 GP0405.No superseded survey control is available for this station.
 GP0405
 GP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF614616(NAD 83)
 GP0405_MARKER: I = METAL ROD
 GP0405_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0405+WITH SETTING: INFORMATION.
 GP0405_SP_SET: SHALLOW SET METAL ROD
 GP0405_STAMPING: F 513 1983
 GP0405_MARK LOGO: NGS   
 GP0405_PROJECTION: FLUSH
 GP0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0405_ROD/PIPE-DEPTH: 1.9  meters
 GP0405
 GP0405  HISTORY     - Date     Condition        Report By
 GP0405  HISTORY     - 1983     MONUMENTED       NGS
 GP0405
 GP0405                          STATION DESCRIPTION
 GP0405
 GP0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0405'5.8 KM (3.6 MI) SW FROM KAYENTA.
 GP0405'5.8 KM (3.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0405'WITH U.S. HIGHWAY 163 IN KAYENTA, 0.2 KM (0.1 MI) SOUTHWEST OF
 GP0405'MILEPOST 390, 60.3 METERS (197.8 FT) SOUTH OF THE CENTER OF A TRACK
 GP0405'ROAD LEADING EAST, AND 17.1 METERS (56.1 FT) SOUTH OF THE CENTERLINE
 GP0405'OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 6.2 FEET.  ACCESS TO THE
 GP0405'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0405'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 GP0405'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2498 ***********************************************************************
 CZ2498  DESIGNATION -  F 516
 CZ2498  PID         -  CZ2498
 CZ2498  STATE/COUNTY-  AZ/PINAL
 CZ2498  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2498
 CZ2498                         *CURRENT SURVEY CONTROL
 CZ2498  ___________________________________________________________________
 CZ2498* NAD 83(1986)-  32 38 48.     (N)    111 34 04.     (W)     SCALED    
 CZ2498* NAVD 88     -       496.709  (meters)    1629.62   (feet)  ADJUSTED  
 CZ2498  ___________________________________________________________________
 CZ2498  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ2498  DYNAMIC HT  -         496.073 (meters)    1627.53  (feet)  COMP
 CZ2498  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 CZ2498
 CZ2498  VERT ORDER  -  FIRST     CLASS II
 CZ2498
 CZ2498.The horizontal coordinates were scaled from a topographic map and have
 CZ2498.an estimated accuracy of +/- 6 seconds.
 CZ2498
 CZ2498.The orthometric height was determined by differential leveling
 CZ2498.and adjusted in November 1993.
 CZ2498
 CZ2498.The geoid height was determined by GEOID03.
 CZ2498
 CZ2498.The dynamic height is computed by dividing the NAVD 88
 CZ2498.geopotential number by the normal gravity value computed on the
 CZ2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2498.degrees latitude (g = 980.6199 gals.).
 CZ2498
 CZ2498.The modeled gravity was interpolated from observed gravity values.
 CZ2498
 CZ2498;                    North         East    Units  Estimated Accuracy
 CZ2498;SPC AZ C     -   182,620.      246,090.      MT  (+/- 180 meters Scaled)
 CZ2498
 CZ2498                          SUPERSEDED SURVEY CONTROL
 CZ2498
 CZ2498.No superseded survey control is available for this station.
 CZ2498
 CZ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467122(NAD 83)
 CZ2498_MARKER: I = METAL ROD
 CZ2498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2498_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2498_STAMPING: F 516 1991
 CZ2498_MARK LOGO: NGS   
 CZ2498_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ2498_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2498+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2498_ROD/PIPE-DEPTH: 8.9  meters
 CZ2498_SLEEVE-DEPTH  : 0.9 meters
 CZ2498
 CZ2498  HISTORY     - Date     Condition        Report By
 CZ2498  HISTORY     - 1991     MONUMENTED       NGS
 CZ2498
 CZ2498                          STATION DESCRIPTION
 CZ2498
 CZ2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2498'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2498'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2498'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ2498'1.6 KM (1.00 MI) WESTERLY ALONG PRETZER ROAD, NEAR THE CENTER OF
 CZ2498'DOUBLE UTILITY POLE NUMBER 41 7, 36.8 M (120.7 FT) EAST OF THE CENTER
 CZ2498'OF 11-MILE CORNER ROAD, 11.1 M (36.4 FT) NORTH OF AND LEVEL WITH THE
 CZ2498'ROAD CENTER, 7.3 M (24.0 FT) SOUTH OF THE SOUTH BANK OF AN IRRIGATION
 CZ2498'DITCH, 3.1 M (10.2 FT) WEST OF THE EAST LEG OF THE POLE, 2.5 M (8.2
 CZ2498'FT) EAST OF THE WEST LEG OF THE POLE, AND 0.4 M (1.3 FT) SOUTH OF A
 CZ2498'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CZ2498'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2297 ***********************************************************************
 DU2297  DESIGNATION -  F 517
 DU2297  PID         -  DU2297
 DU2297  STATE/COUNTY-  AZ/MARICOPA
 DU2297  USGS QUAD   -  HIGLEY (1981)
 DU2297
 DU2297                         *CURRENT SURVEY CONTROL
 DU2297  ___________________________________________________________________
 DU2297* NAD 83(1986)-  33 17 21.     (N)    111 38 08.     (W)     SCALED    
 DU2297* NAVD 88     -       423.450  (meters)    1389.27   (feet)  ADJUSTED  
 DU2297  ___________________________________________________________________
 DU2297  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU2297  DYNAMIC HT  -         422.938 (meters)    1387.59  (feet)  COMP
 DU2297  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 DU2297
 DU2297  VERT ORDER  -  FIRST     CLASS II
 DU2297
 DU2297.The horizontal coordinates were scaled from a topographic map and have
 DU2297.an estimated accuracy of +/- 6 seconds.
 DU2297
 DU2297.The orthometric height was determined by differential leveling
 DU2297.and adjusted in November 1993.
 DU2297
 DU2297.The geoid height was determined by GEOID03.
 DU2297
 DU2297.The dynamic height is computed by dividing the NAVD 88
 DU2297.geopotential number by the normal gravity value computed on the
 DU2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2297.degrees latitude (g = 980.6199 gals.).
 DU2297
 DU2297.The modeled gravity was interpolated from observed gravity values.
 DU2297
 DU2297;                    North         East    Units  Estimated Accuracy
 DU2297;SPC AZ C     -   253,850.      239,540.      MT  (+/- 180 meters Scaled)
 DU2297
 DU2297                          SUPERSEDED SURVEY CONTROL
 DU2297
 DU2297.No superseded survey control is available for this station.
 DU2297
 DU2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408835(NAD 83)
 DU2297_MARKER: I = METAL ROD
 DU2297_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2297_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2297_STAMPING: F 517 1992
 DU2297_MARK LOGO: NGS   
 DU2297_PROJECTION: FLUSH
 DU2297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2297+STABILITY: POSITION/ELEVATION WELL
 DU2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2297+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2297_ROD/PIPE-DEPTH: 4.6  meters
 DU2297_SLEEVE-DEPTH  : 0.9 meters
 DU2297
 DU2297  HISTORY     - Date     Condition        Report By
 DU2297  HISTORY     - 1992     MONUMENTED       NGS
 DU2297  HISTORY     - 19951215 GOOD             CHANCE
 DU2297  HISTORY     - 20060913 MARK NOT FOUND   GEOCAC
 DU2297
 DU2297                          STATION DESCRIPTION
 DU2297
 DU2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2297'4.7 KM (2.90 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2297'IN QUEEN CREEK, NEAR THE SOUTHEAST CORNER OF THE WILLIAMS AIR FORCE
 DU2297'BASE BOUNDARY FENCE, 0.3 KM (0.20 MI) SOUTH OF THE INTERSECTION OF
 DU2297'PECOS ROAD, 16.0 M (52.5 FT) WEST OF THE ROAD CENTERLINE, 7.9 M (25.9
 DU2297'FT) NORTH OF A FENCE CORNER, 0.5 M (1.6 FT) EAST OF A WITNESS POST
 DU2297'AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 DU2297'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2297
 DU2297                          STATION RECOVERY (1995)
 DU2297
 DU2297'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU2297'RECOVERY NOTE BY CHANCE 1995  RECOVERED GOOD CONDITION.  A NEW AND
 DU2297'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 4.7
 DU2297'KM (2.90 MI) NORTH OF QUEEN CREEK NEAR THE WILLIAMS AIR FORCE BASE.
 DU2297'OWNERSHIP -- UNKNOWN  TO REACH THE STATION FROM THE POST OFFICE IN
 DU2297'QUEEN CREEK, PROCEED NORTH ALONG ELLSWORTH ROAD FOR APPROXIMATELY 4.7
 DU2297'KM (2.90 MI) TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF
 DU2297'THE WILLIAMS AIR FORCE BASE BOUNDARY FENCE  THE STATION IS A METAL ROD
 DU2297'SET INTO A STAINLESS STEEL ROD IN SLEEVE. THE STATION IS LOCATED 0.3
 DU2297'KM (0.20 MI) SOUTH OF THE INTERSECTION OF PECOS ROAD, 16.0 M (52.5 FT)
 DU2297'WEST OF ELLSWORTH ROAD CENTERLINE, 7.9 M (25.9 FT) NORTH OF A FENCE
 DU2297'CORNER, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M
 DU2297'(1.0 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT
 DU2297'IS THROUGH A 5-INCH LOGO CAP.
 DU2297
 DU2297                          STATION RECOVERY (2006)
 DU2297
 DU2297'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2297'RECENT ROAD CONSTRUCTION HAS APPARENTLY REMOVED THE MARK. THE WITNESS
 DU2297'POST WAS FOUND, BUT THE MARK WAS NOT RECOVERED AFTER DIGGING AT THE
 DU2297'SPECIFIED DISTANCE FROM THE POST. APPARENTLY GRADED OUT AND DESTROYED.
 DU2297' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2322 ***********************************************************************
 DU2322  DESIGNATION -  F 518
 DU2322  PID         -  DU2322
 DU2322  STATE/COUNTY-  AZ/MARICOPA
 DU2322  USGS QUAD   -  MESA (1982)
 DU2322
 DU2322                         *CURRENT SURVEY CONTROL
 DU2322  ___________________________________________________________________
 DU2322* NAD 83(1986)-  33 24 56.     (N)    111 48 49.     (W)     SCALED    
 DU2322* NAVD 88     -       378.627  (meters)    1242.21   (feet)  ADJUSTED  
 DU2322  ___________________________________________________________________
 DU2322  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2322  DYNAMIC HT  -         378.180 (meters)    1240.75  (feet)  COMP
 DU2322  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 DU2322
 DU2322  VERT ORDER  -  FIRST     CLASS II
 DU2322
 DU2322.The horizontal coordinates were scaled from a topographic map and have
 DU2322.an estimated accuracy of +/- 6 seconds.
 DU2322
 DU2322.The orthometric height was determined by differential leveling
 DU2322.and adjusted in November 1993.
 DU2322
 DU2322.The geoid height was determined by GEOID03.
 DU2322
 DU2322.The dynamic height is computed by dividing the NAVD 88
 DU2322.geopotential number by the normal gravity value computed on the
 DU2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2322.degrees latitude (g = 980.6199 gals.).
 DU2322
 DU2322.The modeled gravity was interpolated from observed gravity values.
 DU2322
 DU2322;                    North         East    Units  Estimated Accuracy
 DU2322;SPC AZ C     -   267,840.      222,950.      MT  (+/- 180 meters Scaled)
 DU2322
 DU2322                          SUPERSEDED SURVEY CONTROL
 DU2322
 DU2322.No superseded survey control is available for this station.
 DU2322
 DU2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB243976(NAD 83)
 DU2322_MARKER: DV = VERTICAL CONTROL DISK
 DU2322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU2322_SP_SET: BUILDING
 DU2322_STAMPING: F 518 1992
 DU2322_MARK LOGO: NGS   
 DU2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2322+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DU2322
 DU2322  HISTORY     - Date     Condition        Report By
 DU2322  HISTORY     - 1992     MONUMENTED       NGS
 DU2322  HISTORY     - 20051228 GOOD             GEOCAC
 DU2322
 DU2322                          STATION DESCRIPTION
 DU2322
 DU2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2322'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2322'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, SET
 DU2322'VERTICALLY IN THE NORTH FACE OF THE APACHE LANES BOWLING ALLEY, 91.0
 DU2322'M (298.6 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 60.7 M (199.1
 DU2322'FT) EAST OF THE CENTERLINE OF NORTH HORNE STREET, 1.5 M (4.9 FT)
 DU2322'ABOVE THE GROUND SURFACE, AND 0.6 M (2.0 FT) EAST OF THE NORTHWEST
 DU2322'CORNER OF THE BUILDING.
 DU2322
 DU2322                          STATION RECOVERY (2005)
 DU2322
 DU2322'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2322'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE ALLEY NORTH OF THE
 DU2322'BUILDING IS NOW FENCED AND LOCKED   ACCESS TO THE ALLEY CAN BE
 DU2322'OBTAINED BY CONTACTING THE MANAGER OF THE APACHE LANES. COORDINATES
 DU2322'ARE 33 24 57.96 (N)   111 48 48.42 (W) (NAD 83).
 DU2322' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2295 ***********************************************************************
 DV2295  DESIGNATION -  F 519
 DV2295  PID         -  DV2295
 DV2295  STATE/COUNTY-  AZ/MARICOPA
 DV2295  USGS QUAD   -  PHOENIX (1982)
 DV2295
 DV2295                         *CURRENT SURVEY CONTROL
 DV2295  ___________________________________________________________________
 DV2295* NAD 83(1986)-  33 25 44.     (N)    112 03 54.     (W)     SCALED    
 DV2295* NAVD 88     -       331.558  (meters)    1087.79   (feet)  ADJUSTED  
 DV2295  ___________________________________________________________________
 DV2295  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV2295  DYNAMIC HT  -         331.176 (meters)    1086.53  (feet)  COMP
 DV2295  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 DV2295
 DV2295  VERT ORDER  -  FIRST     CLASS II
 DV2295
 DV2295.The horizontal coordinates were scaled from a topographic map and have
 DV2295.an estimated accuracy of +/- 6 seconds.
 DV2295
 DV2295.The orthometric height was determined by differential leveling
 DV2295.and adjusted in November 1993.
 DV2295
 DV2295.The geoid height was determined by GEOID03.
 DV2295
 DV2295.The dynamic height is computed by dividing the NAVD 88
 DV2295.geopotential number by the normal gravity value computed on the
 DV2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2295.degrees latitude (g = 980.6199 gals.).
 DV2295
 DV2295.The modeled gravity was interpolated from observed gravity values.
 DV2295
 DV2295;                    North         East    Units  Estimated Accuracy
 DV2295;SPC AZ C     -   269,320.      199,570.      MT  (+/- 180 meters Scaled)
 DV2295
 DV2295                          SUPERSEDED SURVEY CONTROL
 DV2295
 DV2295.No superseded survey control is available for this station.
 DV2295
 DV2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB009993(NAD 83)
 DV2295_MARKER: DV = VERTICAL CONTROL DISK
 DV2295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2295_SP_SET: ABUTMENT
 DV2295_STAMPING: F 519 1992
 DV2295_MARK LOGO: NGS   
 DV2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2295+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV2295
 DV2295  HISTORY     - Date     Condition        Report By
 DV2295  HISTORY     - 1992     MONUMENTED       NGS
 DV2295  HISTORY     - 20061203 GOOD             GEOCAC
 DV2295
 DV2295                          STATION DESCRIPTION
 DV2295
 DV2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2295'IN PHOENIX, AT THE INTERSECTION OF SOUTH 7TH STREET AND INTERSTATE
 DV2295'HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE EAST CONCRETE
 DV2295'ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET, 7.4 M (24.3 FT) EAST
 DV2295'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, AND 1.5 M
 DV2295'(4.9 FT) ABOVE THE GROUND SURFACE.
 DV2295
 DV2295                          STATION RECOVERY (2006)
 DV2295
 DV2295'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0039 ***********************************************************************
 GQ0039  DESIGNATION -  F 52
 GQ0039  PID         -  GQ0039
 GQ0039  STATE/COUNTY-  AZ/COCONINO
 GQ0039  USGS QUAD   -  MUGGINS FLAT (1988)
 GQ0039
 GQ0039                         *CURRENT SURVEY CONTROL
 GQ0039  ___________________________________________________________________
 GQ0039* NAD 83(1986)-  36 54 11.     (N)    112 21 38.     (W)     SCALED    
 GQ0039* NAVD 88     -      1610.087  (meters)    5282.43   (feet)  POSTED    
 GQ0039  ___________________________________________________________________
 GQ0039  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GQ0039  DYNAMIC HT  -        1608.190 (meters)    5276.20  (feet)  COMP
 GQ0039  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 GQ0039
 GQ0039  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0039
 GQ0039.The horizontal coordinates were scaled from a topographic map and have
 GQ0039.an estimated accuracy of +/- 6 seconds.
 GQ0039
 GQ0039.The orthometric height was determined by differential leveling
 GQ0039.and adjusted by the  in 1992.
 GQ0039.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0039.rate of 0.0 thru 1.0 mm/km.
 GQ0039
 GQ0039.The geoid height was determined by GEOID03.
 GQ0039
 GQ0039.The dynamic height is computed by dividing the NAVD 88
 GQ0039.geopotential number by the normal gravity value computed on the
 GQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0039.degrees latitude (g = 980.6199 gals.).
 GQ0039
 GQ0039.The modeled gravity was interpolated from observed gravity values.
 GQ0039
 GQ0039;                    North         East    Units  Estimated Accuracy
 GQ0039;SPC AZ C     -   654,810.      173,800.      MT  (+/- 180 meters Scaled)
 GQ0039
 GQ0039                          SUPERSEDED SURVEY CONTROL
 GQ0039
 GQ0039  NGVD 29 (??/??/92) 1609.104  (m)         5279.20   (f) ADJ UNCH    1 2
 GQ0039
 GQ0039.Superseded values are not recommended for survey control.
 GQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0039.See file dsdata.txt to determine how the superseded data were derived.
 GQ0039
 GQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF787849(NAD 83)
 GQ0039_MARKER: DB = BENCH MARK DISK
 GQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0039_STAMPING: F 52 1934
 GQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0039+STABILITY: SURFACE MOTION
 GQ0039
 GQ0039  HISTORY     - Date     Condition        Report By
 GQ0039  HISTORY     - 1934     MONUMENTED       CGS
 GQ0039  HISTORY     - 1954     GOOD             USGS
 GQ0039
 GQ0039                          STATION DESCRIPTION
 GQ0039
 GQ0039'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GQ0039'10.3 MI E FROM FREDONIA.
 GQ0039'10.3 MILES EAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO COUNTY,
 GQ0039'ON THE OLD HIGHWAY, 35 YARDS SOUTHWEST OF A LARGE SIGN PARRYS LODGE,
 GQ0039'AND 24 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD
 GQ0039'DISK, STAMPED F 52 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 GQ0039'8.9 MILES SOUTHEAST ALONG US ROUTE 89 FROM FREDONIA COURTHOUSE, THEN
 GQ0039'1.3 MILES EAST ALONG OLD HIGHWAY (ABANDONED) TO CURVE TO THE SOUTH.
 GQ0039'SET IN TOP OF A CONCRETE POST AND ABOUT 20 FEET SOUTH OF CENTERLINE OF
 GQ0039'OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2320 ***********************************************************************
 DV2320  DESIGNATION -  F 520
 DV2320  PID         -  DV2320
 DV2320  STATE/COUNTY-  AZ/MARICOPA
 DV2320  USGS QUAD   -  PERRYVILLE (1982)
 DV2320
 DV2320                         *CURRENT SURVEY CONTROL
 DV2320  ___________________________________________________________________
 DV2320* NAD 83(1986)-  33 23 45.     (N)    112 26 33.     (W)     SCALED    
 DV2320* NAVD 88     -       272.741  (meters)     894.82   (feet)  ADJUSTED  
 DV2320  ___________________________________________________________________
 DV2320  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV2320  DYNAMIC HT  -         272.431 (meters)     893.80  (feet)  COMP
 DV2320  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 DV2320
 DV2320  VERT ORDER  -  FIRST     CLASS II
 DV2320
 DV2320.The horizontal coordinates were scaled from a topographic map and have
 DV2320.an estimated accuracy of +/- 6 seconds.
 DV2320
 DV2320.The orthometric height was determined by differential leveling
 DV2320.and adjusted in November 1993.
 DV2320
 DV2320.The geoid height was determined by GEOID03.
 DV2320
 DV2320.The dynamic height is computed by dividing the NAVD 88
 DV2320.geopotential number by the normal gravity value computed on the
 DV2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2320.degrees latitude (g = 980.6199 gals.).
 DV2320
 DV2320.The modeled gravity was interpolated from observed gravity values.
 DV2320
 DV2320;                    North         East    Units  Estimated Accuracy
 DV2320;SPC AZ C     -   265,770.      164,440.      MT  (+/- 180 meters Scaled)
 DV2320
 DV2320                          SUPERSEDED SURVEY CONTROL
 DV2320
 DV2320.No superseded survey control is available for this station.
 DV2320
 DV2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB658961(NAD 83)
 DV2320_MARKER: I = METAL ROD
 DV2320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2320_SP_SET: STAINLESS STEEL ROD
 DV2320_STAMPING: F 520 1992
 DV2320_MARK LOGO: NGS   
 DV2320_PROJECTION: FLUSH
 DV2320_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2320+STABILITY: POSITION/ELEVATION WELL
 DV2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2320+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2320_ROD/PIPE-DEPTH: 12.0 meters
 DV2320
 DV2320  HISTORY     - Date     Condition        Report By
 DV2320  HISTORY     - 1992     MONUMENTED       NGS
 DV2320  HISTORY     - 20080513 GOOD             GEOCAC
 DV2320
 DV2320                          STATION DESCRIPTION
 DV2320
 DV2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2320'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2320'BUCKEYE, THENCE 14.5 KM (9.00 MI) EASTERLY ALONG COUNTY ROAD 85, NEAR
 DV2320'THE CENTER OF HIGH LINE TOWER NUMBER 3-4, 26.1 M (85.6 FT) SOUTHEAST
 DV2320'OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) NORTHEAST OF THE SOUTHWEST
 DV2320'TOWER LEG, 4.1 M (13.5 FT) SOUTHWEST OF THE NORTHEAST TOWER LEG, 2.0
 DV2320'M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH
 DV2320'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DV2320'5-INCH LOGO CAP.
 DV2320
 DV2320                          STATION RECOVERY (2008)
 DV2320
 DV2320'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2320'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV2320'23.764' W112 26.539'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2342 ***********************************************************************
 DV2342  DESIGNATION -  F 521
 DV2342  PID         -  DV2342
 DV2342  STATE/COUNTY-  AZ/MARICOPA
 DV2342  USGS QUAD   -  PIMA BUTTE (1967)
 DV2342
 DV2342                         *CURRENT SURVEY CONTROL
 DV2342  ___________________________________________________________________
 DV2342* NAD 83(1986)-  33 13 20.     (N)    112 04 28.     (W)     SCALED    
 DV2342* NAVD 88     -       331.776  (meters)    1088.50   (feet)  ADJUSTED  
 DV2342  ___________________________________________________________________
 DV2342  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2342  DYNAMIC HT  -         331.393 (meters)    1087.25  (feet)  COMP
 DV2342  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DV2342
 DV2342  VERT ORDER  -  FIRST     CLASS II
 DV2342
 DV2342.The horizontal coordinates were scaled from a topographic map and have
 DV2342.an estimated accuracy of +/- 6 seconds.
 DV2342
 DV2342.The orthometric height was determined by differential leveling
 DV2342.and adjusted in August 1994.
 DV2342
 DV2342.The geoid height was determined by GEOID03.
 DV2342
 DV2342.The dynamic height is computed by dividing the NAVD 88
 DV2342.geopotential number by the normal gravity value computed on the
 DV2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2342.degrees latitude (g = 980.6199 gals.).
 DV2342
 DV2342.The modeled gravity was interpolated from observed gravity values.
 DV2342
 DV2342;                    North         East    Units  Estimated Accuracy
 DV2342;SPC AZ C     -   246,410.      198,650.      MT  (+/- 180 meters Scaled)
 DV2342
 DV2342                          SUPERSEDED SURVEY CONTROL
 DV2342
 DV2342.No superseded survey control is available for this station.
 DV2342
 DV2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB998764(NAD 83)
 DV2342_MARKER: I = METAL ROD
 DV2342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2342_SP_SET: STAINLESS STEEL ROD
 DV2342_STAMPING: F 521 1994
 DV2342_MARK LOGO: NGS   
 DV2342_PROJECTION: FLUSH
 DV2342_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2342+STABILITY: POSITION/ELEVATION WELL
 DV2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2342+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2342_ROD/PIPE-DEPTH: 16.6 meters
 DV2342
 DV2342  HISTORY     - Date     Condition        Report By
 DV2342  HISTORY     - 1994     MONUMENTED       NGS
 DV2342  HISTORY     - 20060821 GOOD             GEOCAC
 DV2342
 DV2342                          STATION DESCRIPTION
 DV2342
 DV2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2342'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2342'LAVEEN, THENCE 10.7 KM (6.65 MI) EASTERLY ALONG BELTLINE ROAD, 30.2 M
 DV2342'(99.1 FT) NORTHEAST OF THE ROAD CENTERLINE, 20.5 M (67.3 FT) NORTH OF
 DV2342'THE NORTHEAST END OF A CULVERT UNDER THE ROAD, 17.7 M (58.1 FT) EAST
 DV2342'OF A FIBER OPTIC CABLE WARNING SIGN, 1.3 M (4.3 FT) SOUTHWEST OF A
 DV2342'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 DV2342'ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2342
 DV2342                          STATION RECOVERY (2006)
 DV2342
 DV2342'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2373 ***********************************************************************
 DU2373  DESIGNATION -  F 522
 DU2373  PID         -  DU2373
 DU2373  STATE/COUNTY-  AZ/MARICOPA
 DU2373  USGS QUAD   -  CHANDLER (1981)
 DU2373
 DU2373                         *CURRENT SURVEY CONTROL
 DU2373  ___________________________________________________________________
 DU2373* NAD 83(1986)-  33 20 06.     (N)    111 50 15.     (W)     SCALED    
 DU2373* NAVD 88     -       370.083  (meters)    1214.18   (feet)  ADJUSTED  
 DU2373  ___________________________________________________________________
 DU2373  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU2373  DYNAMIC HT  -         369.642 (meters)    1212.73  (feet)  COMP
 DU2373  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 DU2373
 DU2373  VERT ORDER  -  FIRST     CLASS II
 DU2373
 DU2373.The horizontal coordinates were scaled from a topographic map and have
 DU2373.an estimated accuracy of +/- 6 seconds.
 DU2373
 DU2373.The orthometric height was determined by differential leveling
 DU2373.and adjusted in August 1994.
 DU2373
 DU2373.The geoid height was determined by GEOID03.
 DU2373
 DU2373.The dynamic height is computed by dividing the NAVD 88
 DU2373.geopotential number by the normal gravity value computed on the
 DU2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2373.degrees latitude (g = 980.6199 gals.).
 DU2373
 DU2373.The modeled gravity was interpolated from observed gravity values.
 DU2373
 DU2373;                    North         East    Units  Estimated Accuracy
 DU2373;SPC AZ C     -   258,910.      220,730.      MT  (+/- 180 meters Scaled)
 DU2373
 DU2373                          SUPERSEDED SURVEY CONTROL
 DU2373
 DU2373.No superseded survey control is available for this station.
 DU2373
 DU2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220887(NAD 83)
 DU2373_MARKER: I = METAL ROD
 DU2373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2373_SP_SET: STAINLESS STEEL ROD
 DU2373_STAMPING: F 522 1994
 DU2373_MARK LOGO: NGS   
 DU2373_PROJECTION: FLUSH
 DU2373_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2373+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 DU2373_ROD/PIPE-DEPTH: 3.6  meters
 DU2373
 DU2373  HISTORY     - Date     Condition        Report By
 DU2373  HISTORY     - 1994     MONUMENTED       NGS
 DU2373  HISTORY     - 20051112 GOOD             GEOCAC
 DU2373  HISTORY     - 20061207 GOOD             GEOCAC
 DU2373
 DU2373                          STATION DESCRIPTION
 DU2373
 DU2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2373'IN CHANDLER, AT THE INTERSECTION EAST WARNER ROAD AND NORTH DELAWARE
 DU2373'STREET, 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DU2373'LANES OF THE ROAD, 8.1 M (26.6 FT) EAST OF AND LEVEL WITH THE STREET
 DU2373'CENTER, 0.8 M (2.6 FT) SOUTH OF A UTILITY LIGHT POLE, AND 0.7 M
 DU2373'(2.3 FT) WEST OF THE SOUTHWEST CORNER OF AN UNDERGR0UND ELECTRIC
 DU2373'CABLE JUNCTION BOX.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2373'5-INCH LOGO CAP.
 DU2373
 DU2373                          STATION RECOVERY (2005)
 DU2373
 DU2373'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2373'RECOVERED IN GOOD CONDITION.
 DU2373
 DU2373                          STATION RECOVERY (2006)
 DU2373
 DU2373'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0664 ***********************************************************************
 FR0664  HT_MOD      -  This is a Height Modernization Survey Station.
 FR0664  DESIGNATION -  F 53
 FR0664  PID         -  FR0664
 FR0664  STATE/COUNTY-  AZ/MOHAVE
 FR0664  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0664
 FR0664                         *CURRENT SURVEY CONTROL
 FR0664  ___________________________________________________________________
 FR0664* NAD 83(2007)-  35 30 55.03881(N)    113 51 06.56886(W)     ADJUSTED  
 FR0664* NAVD 88     -       935.31   (meters)    3068.6    (feet)  GPS OBS   
 FR0664  ___________________________________________________________________
 FR0664  EPOCH DATE  -        2007.00
 FR0664  X           -  -2,101,996.097 (meters)                     COMP
 FR0664  Y           -  -4,754,211.905 (meters)                     COMP
 FR0664  Z           -   3,685,076.161 (meters)                     COMP
 FR0664  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 FR0664  ELLIP HEIGHT-         907.800 (meters)          (03/02/09) ADJUSTED
 FR0664  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0664  HORZ ORDER  -  A
 FR0664  ELLP ORDER  -  FOURTH    CLASS I
 FR0664
 FR0664.The horizontal coordinates were established by GPS observations
 FR0664.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FR0664
 FR0664.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0664.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0664.The horizontal coordinates are valid at the epoch date displayed above.
 FR0664.The epoch date for horizontal control is a decimal equivalence
 FR0664.of Year/Month/Day.
 FR0664
 FR0664.The orthometric height was determined by GPS observations and a
 FR0664.high-resolution geoid model.
 FR0664.The orthometric height was determined by GPS observations and a
 FR0664.high-resolution geoid model using precise GPS observation and
 FR0664.processing techniques. It supersedes the leveled height previously
 FR0664.determined for this station.
 FR0664
 FR0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0664
 FR0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0664
 FR0664.The ellipsoidal height was determined by GPS observations
 FR0664.and is referenced to NAD 83.
 FR0664
 FR0664.The geoid height was determined by GEOID03.
 FR0664
 FR0664;                    North         East     Units Scale Factor Converg.
 FR0664;SPC AZ W     -   500,758.805   204,123.874   MT  0.99993438   -0 03 32.9
 FR0664;SPC AZ W     - 1,642,909.47    669,697.75   iFT  0.99993438   -0 03 32.9
 FR0664;UTM  12      - 3,933,929.894   241,373.197   MT  1.00042435   -1 39 27.4
 FR0664
 FR0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0664!SPC AZ W     -   0.99985753  x   0.99993438  =   0.99979192
 FR0664!UTM  12      -   0.99985753  x   1.00042435  =   1.00028182
 FR0664
 FR0664                          SUPERSEDED SURVEY CONTROL
 FR0664
 FR0664  NAVD 88 (??/??/92)  935.420  (m)         3068.96   (f) POSTED      3  
 FR0664  NGVD 29 (??/??/92)  934.644  (m)         3066.41   (f) ADJ UNCH    1 1
 FR0664
 FR0664.Superseded values are not recommended for survey control.
 FR0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0664.See file dsdata.txt to determine how the superseded data were derived.
 FR0664
 FR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4137333930(NAD 83)
 FR0664_MARKER: DB = BENCH MARK DISK
 FR0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0664_STAMPING: F 53 1934
 FR0664_MARK LOGO: CGS   
 FR0664_PROJECTION: PROJECTING 25 CENTIMETERS
 FR0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0664+STABILITY: SURFACE MOTION
 FR0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0664+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 FR0664
 FR0664  HISTORY     - Date     Condition        Report By
 FR0664  HISTORY     - 1934     MONUMENTED       CGS
 FR0664  HISTORY     - 1940     GOOD             NGS
 FR0664  HISTORY     - 20080619 GOOD             GEOANA
 FR0664
 FR0664                          STATION DESCRIPTION
 FR0664
 FR0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0664'12.6 MI N FROM HACKBERRY.
 FR0664'12.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0664'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.4 MILE
 FR0664'SOUTHEAST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 30 FEET
 FR0664'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 12 FEET NORTHWEST OF THE
 FR0664'CENTERLINE OF THE OLD ROADBED, AND 2 FEET WEST OF A WHITE WITNESS
 FR0664'POST.  A STANDARD DISK, STAMPED F 53 1934 AND SET IN THE TOP OF A
 FR0664'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FR0664
 FR0664                          STATION RECOVERY (2008)
 FR0664
 FR0664'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FR0664'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY JAMES
 FR0664'LAMBERT (MOHAVE COUNTY) FOLLOWS.
 FR0664' 
 FR0664'THE STATION IS LOCATED ABOUT 20.8 MI (33.5 KM) EAST-NORTHEAST OF
 FR0664'CHLORIDE, 12.3 MI (19.8 KM) NORTHWEST OF HACKBERRY AND 7.0 MI (11.3
 FR0664'KM) NORTH-NORTHWEST OF ANTARES, IN SECTION 35, T17N, R15W.
 FR0664' 
 FR0664'OWNERSHIP--MICHAEL KEIDER, P.O. BOX 20309, SEDONA, ARIZONA 86341.
 FR0664' 
 FR0664'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND ROUTE 66 IN
 FR0664'KINGMAN, PROCEED NORTH ALONG ROUTE 66 APPROXIMATELY 18 MI (29 KM) TO
 FR0664'INTERSECTION OF ROUTE 66 AND ANTARES ROAD.  TRAVEL NORTH ALONG ANTARES
 FR0664'ROAD 7.3 MI (11.7 KM) TO STATION EAST OF ANTARES ROAD.
 FR0664' 
 FR0664'THE STATION IS A BRASS DISK SET IN A CONCRETE PILLAR PROJECTING 0.8 FT
 FR0664'(0.2 M) ABOVE GROUND.  THE STATION IS LOCATED APPROXIMATELY 0.3 MI
 FR0664'(0.5 KM) WEST OF THE NORTHEAST CORNER OF SECTION 35, APPROXIMATELY 0.3
 FR0664'MI (0.5 KM) SOUTH OF WHERE TRUXTON WASH CROSSES ANTARES ROAD, 85 FT
 FR0664'(26 M) EAST OF THE CENTERLINE OF ANTARES ROAD, AND 0.6 FT (0.2 M) WEST
 FR0664'OF A SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0394 ***********************************************************************
 GR0394  DESIGNATION -  F 54
 GR0394  PID         -  GR0394
 GR0394  STATE/COUNTY-  AZ/MOHAVE
 GR0394  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0394
 GR0394                         *CURRENT SURVEY CONTROL
 GR0394  ___________________________________________________________________
 GR0394* NAD 83(1986)-  36 06 54.     (N)    114 02 16.     (W)     SCALED    
 GR0394* NAVD 88     -       576.254  (meters)    1890.59   (feet)  POSTED    
 GR0394  ___________________________________________________________________
 GR0394  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GR0394  DYNAMIC HT  -         575.660 (meters)    1888.64  (feet)  COMP
 GR0394  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 GR0394
 GR0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0394
 GR0394.The horizontal coordinates were scaled from a topographic map and have
 GR0394.an estimated accuracy of +/- 6 seconds.
 GR0394
 GR0394.The orthometric height was determined by differential leveling
 GR0394.and adjusted by the  in 1992.
 GR0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0394.rate of 0.0 thru 1.0 mm/km.
 GR0394
 GR0394.The geoid height was determined by GEOID03.
 GR0394
 GR0394.The dynamic height is computed by dividing the NAVD 88
 GR0394.geopotential number by the normal gravity value computed on the
 GR0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0394.degrees latitude (g = 980.6199 gals.).
 GR0394
 GR0394.The modeled gravity was interpolated from observed gravity values.
 GR0394
 GR0394;                    North         East    Units  Estimated Accuracy
 GR0394;SPC AZ W     -   567,330.      187,450.      MT  (+/- 180 meters Scaled)
 GR0394
 GR0394                          SUPERSEDED SURVEY CONTROL
 GR0394
 GR0394  NGVD 29 (??/??/92)  575.555  (m)         1888.30   (f) ADJ UNCH    1 1
 GR0394
 GR0394.Superseded values are not recommended for survey control.
 GR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0394.See file dsdata.txt to determine how the superseded data were derived.
 GR0394
 GR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA666007(NAD 83)
 GR0394_MARKER: DB = BENCH MARK DISK
 GR0394_SETTING: 80 = SET IN A BOULDER
 GR0394_SP_SET: BOULDER
 GR0394_STAMPING: F 54 1934
 GR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0394+STABILITY: SURFACE MOTION
 GR0394
 GR0394  HISTORY     - Date     Condition        Report By
 GR0394  HISTORY     - 1934     MONUMENTED       CGS
 GR0394  HISTORY     - 1950     GOOD             NGS
 GR0394
 GR0394                          STATION DESCRIPTION
 GR0394
 GR0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0394'2.1 MI SW FROM PIERCES FERRY.
 GR0394'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0394'STATION AT PIERCES FERRY, THENCE 1.6 MILES SOUTHWEST ALONG AN OLD
 GR0394'ABANDONED ROAD, IN A WASH, ABOUT 60 FEET WEST OF THE BASE OF A
 GR0394'40-FOOT-HIGH CLIFF, ABOUT 100 YARDS EAST OF THE CENTER LINE OF THE
 GR0394'PARK SERVICE ROAD, IN THE TOP OF A GRANITE BOULDER, 27 FEET EAST OF
 GR0394'THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0137 ***********************************************************************
 GQ0137  DESIGNATION -  F 55 RESET
 GQ0137  PID         -  GQ0137
 GQ0137  STATE/COUNTY-  AZ/MOHAVE
 GQ0137  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0137
 GQ0137                         *CURRENT SURVEY CONTROL
 GQ0137  ___________________________________________________________________
 GQ0137* NAD 83(1986)-  36 49 48.     (N)    113 59 39.     (W)     SCALED    
 GQ0137* NAVD 88     -       560.552  (meters)    1839.08   (feet)  ADJUSTED  
 GQ0137  ___________________________________________________________________
 GQ0137  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 GQ0137  DYNAMIC HT  -         559.988 (meters)    1837.23  (feet)  COMP
 GQ0137  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 GQ0137
 GQ0137  VERT ORDER  -  FIRST     CLASS I
 GQ0137
 GQ0137.The horizontal coordinates were scaled from a topographic map and have
 GQ0137.an estimated accuracy of +/- 6 seconds.
 GQ0137
 GQ0137.The orthometric height was determined by differential leveling
 GQ0137.and adjusted in June 1991.
 GQ0137
 GQ0137.The geoid height was determined by GEOID03.
 GQ0137
 GQ0137.The dynamic height is computed by dividing the NAVD 88
 GQ0137.geopotential number by the normal gravity value computed on the
 GQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0137.degrees latitude (g = 980.6199 gals.).
 GQ0137
 GQ0137.The modeled gravity was interpolated from observed gravity values.
 GQ0137
 GQ0137;                    North         East    Units  Estimated Accuracy
 GQ0137;SPC AZ W     -   646,660.      191,580.      MT  (+/- 180 meters Scaled)
 GQ0137
 GQ0137                          SUPERSEDED SURVEY CONTROL
 GQ0137
 GQ0137  NGVD 29 (??/??/92)  559.833  (m)         1836.72   (f) ADJ UNCH    1 1
 GQ0137
 GQ0137.Superseded values are not recommended for survey control.
 GQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0137.See file dsdata.txt to determine how the superseded data were derived.
 GQ0137
 GQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF329801(NAD 83)
 GQ0137_MARKER: DB = BENCH MARK DISK
 GQ0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0137_SP_SET: CULVERT
 GQ0137_STAMPING: F 55 1934 RESET 1941
 GQ0137_MARK LOGO: CGS   
 GQ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0137
 GQ0137  HISTORY     - Date     Condition        Report By
 GQ0137  HISTORY     - 1941     MONUMENTED       CGS
 GQ0137  HISTORY     - 1960     GOOD             NGS
 GQ0137  HISTORY     - 1979     GOOD             USGS
 GQ0137  HISTORY     - 1982     GOOD             NGS
 GQ0137
 GQ0137                          STATION DESCRIPTION
 GQ0137
 GQ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0137'4.8 MI NE FROM MESQUITE, NV.
 GQ0137'IN MOHAVE COUNTY, ARIZONA, 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91
 GQ0137'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, 200 FEET SOUTH
 GQ0137'OF THE SOUTH END OF A DEEP CUT AT THE SUMMIT OF A GRADE, 12 FEET EAST
 GQ0137'OF THE CENTERLINE OF THE HIGHWAY, AT A 4- BY 6-FOOT CONCRETE-BOX
 GQ0137'CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, AND LEVEL
 GQ0137'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 55 1934 RESET 1941.
 GQ0137
 GQ0137                          STATION RECOVERY (1979)
 GQ0137
 GQ0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0137'5.55 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE
 GQ0137'ON INTERSTATE HIGHWAY 15. 200 FEET SOUTH OF THE SOUTH END OF A DEEP
 GQ0137'CUT AT THE SUMMIT OF A GRADE, 12 FEET EAST OF THE CENTERLINE OF THE
 GQ0137'OLD HIGHWAY AT A 4 BY 6 FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 GQ0137'NORTH END OF THE EAST HEADWALL, AND LEVEL WITH THE HIGHWAY. A
 GQ0137'STANDARD USC AND GS BRONZE DISK, STAMPED F 55 1934 RESET 1941.
 GQ0137
 GQ0137                          STATION RECOVERY (1982)
 GQ0137
 GQ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0137'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0137'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0137'MESQUITE, THENCE 7.15 KM (4.45 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0137'IN TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL FOR A 2 BY 4
 GQ0137'FOOT BOX CULVERT, 0.8 KM (0.5 MI) NORTHEAST OF THE SOUTHEAST END OF
 GQ0137'THE STEEL BRIDGE OVER SAND HOLLOW WASH, 3.6 METERS (12 FT) EAST OF THE
 GQ0137'HIGHWAY CENTERLINE.
 GQ0137'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0714 ***********************************************************************
 DU0714  DESIGNATION -  F 58
 DU0714  PID         -  DU0714
 DU0714  STATE/COUNTY-  AZ/MARICOPA
 DU0714  USGS QUAD   -  MESA (1982)
 DU0714
 DU0714                         *CURRENT SURVEY CONTROL
 DU0714  ___________________________________________________________________
 DU0714* NAD 83(1986)-  33 22 43.     (N)    111 49 51.     (W)     SCALED    
 DU0714* NAVD 88     -       370.22   (+/-2cm)    1214.6    (feet)  VERTCON   
 DU0714  ___________________________________________________________________
 DU0714  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0714
 DU0714.The horizontal coordinates were scaled from a topographic map and have
 DU0714.an estimated accuracy of +/- 6 seconds.
 DU0714
 DU0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0714.The vertical order pertains to the NGVD 29 superseded value.
 DU0714
 DU0714.The geoid height was determined by GEOID03.
 DU0714
 DU0714;                    North         East    Units  Estimated Accuracy
 DU0714;SPC AZ C     -   263,740.      221,350.      MT  (+/- 180 meters Scaled)
 DU0714
 DU0714                          SUPERSEDED SURVEY CONTROL
 DU0714
 DU0714  NGVD 29 (??/??/92)  369.662  (m)         1212.80   (f) ADJ UNCH    2 0
 DU0714
 DU0714.Superseded values are not recommended for survey control.
 DU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0714.See file dsdata.txt to determine how the superseded data were derived.
 DU0714
 DU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB227935(NAD 83)
 DU0714_MARKER: DB = BENCH MARK DISK
 DU0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0714_STAMPING: E-58 1934
 DU0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0714+STABILITY: SURFACE MOTION
 DU0714
 DU0714  HISTORY     - Date     Condition        Report By
 DU0714  HISTORY     - 1934     MONUMENTED       CGS
 DU0714  HISTORY     - 1959     MARK NOT FOUND   NGS
 DU0714  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU0714  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0714
 DU0714                          STATION DESCRIPTION
 DU0714
 DU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0714'2.1 MI S FROM MESA.
 DU0714'2.1 MI SOUTH ON S.P. RY. FROM DEPOT.  69 FEET NORTH OF MILE POLE NO.
 DU0714'924, 23 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD CROSSING THE
 DU0714'TRACK, AND 21 FEET EAST OF THE CENTERLINE OF THE TRACK.
 DU0714
 DU0714                          STATION RECOVERY (1959)
 DU0714
 DU0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0714'MARK NOT FOUND.
 DU0714
 DU0714                          STATION RECOVERY (2005)
 DU0714
 DU0714'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0714'FOUND MILE POLE 924 AT TWO RAILROAD CROSSINGS IN THE AREA. GOING 69
 DU0714'FEET NORTH FROM BOTH POLES IS THE EDGE OF THE MEDIAN IN THE MIDDLE OF
 DU0714'THE PAVED ROAD (BASELINE ROAD).
 DU0714
 DU0714                          STATION RECOVERY (2007)
 DU0714
 DU0714'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0714'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0714'MARK.
 DU0714'IT APPEARS THE MARK HAS BEEN DESTROYED BY WIDENING OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0160 ***********************************************************************
 FQ0160  DESIGNATION -  F 6
 FQ0160  PID         -  FQ0160
 FQ0160  STATE/COUNTY-  AZ/COCONINO
 FQ0160  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0160
 FQ0160                         *CURRENT SURVEY CONTROL
 FQ0160  ___________________________________________________________________
 FQ0160* NAD 83(1986)-  35 50 54.     (N)    111 25 59.     (W)     SCALED    
 FQ0160* NAVD 88     -      1361.297  (meters)    4466.19   (feet)  POSTED    
 FQ0160  ___________________________________________________________________
 FQ0160  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0160  DYNAMIC HT  -        1359.590 (meters)    4460.59  (feet)  COMP
 FQ0160  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 FQ0160
 FQ0160  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0160
 FQ0160.The horizontal coordinates were scaled from a topographic map and have
 FQ0160.an estimated accuracy of +/- 6 seconds.
 FQ0160
 FQ0160.The orthometric height was determined by differential leveling
 FQ0160.and adjusted by the  in 1992.
 FQ0160.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0160.rate of 1.1 thru 2.0 mm/km.
 FQ0160
 FQ0160.The geoid height was determined by GEOID03.
 FQ0160
 FQ0160.The dynamic height is computed by dividing the NAVD 88
 FQ0160.geopotential number by the normal gravity value computed on the
 FQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0160.degrees latitude (g = 980.6199 gals.).
 FQ0160
 FQ0160.The modeled gravity was interpolated from observed gravity values.
 FQ0160
 FQ0160;                    North         East    Units  Estimated Accuracy
 FQ0160;SPC AZ C     -   537,790.      257,040.      MT  (+/- 180 meters Scaled)
 FQ0160
 FQ0160                          SUPERSEDED SURVEY CONTROL
 FQ0160
 FQ0160  NGVD 29 (??/??/92) 1360.433  (m)         4463.35   (f) ADJ UNCH    1 2
 FQ0160
 FQ0160.Superseded values are not recommended for survey control.
 FQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0160.See file dsdata.txt to determine how the superseded data were derived.
 FQ0160
 FQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE608672(NAD 83)
 FQ0160_MARKER: DB = BENCH MARK DISK
 FQ0160_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0160_SP_SET: SANDSTONE
 FQ0160_STAMPING: F 6 1921
 FQ0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0160+STABILITY: POSITION/ELEVATION WELL
 FQ0160
 FQ0160  HISTORY     - Date     Condition        Report By
 FQ0160  HISTORY     - 1921     MONUMENTED       CGS
 FQ0160  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0160
 FQ0160                          STATION DESCRIPTION
 FQ0160
 FQ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0160'2.6 MI S FROM CAMERON.
 FQ0160'1.9 MILES SOUTH ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 64 FROM THE
 FQ0160'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 0.7
 FQ0160'MILE SOUTH ALONG THE ABANDONED ROAD TO FLAGSTAFF.  162 YARDS NORTH OF
 FQ0160'THE BEGINNING OF THE ROAD DESCENT FROM THE TOP OF A MESA, 17 YARDS
 FQ0160'SOUTH OF THE FORKS OF A DIM ROAD LEADING WEST, 14 FEET EAST OF THE
 FQ0160'CENTERLINE OF THE ROAD, IN THE TOP OF A BROWN SANDSTONE OUTCROP, 4
 FQ0160'FEET EAST OF THE EDGE OF THE OUTCROP, AND 5 FEET ABOVE THE ROAD.  A
 FQ0160'STANDARD DISK, STAMPED F 6 1921.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0541 ***********************************************************************
 FS0541  DESIGNATION -  F 60
 FS0541  PID         -  FS0541
 FS0541  STATE/COUNTY-  AZ/MOHAVE
 FS0541  USGS QUAD   -  CHLORIDE (1968)
 FS0541
 FS0541                         *CURRENT SURVEY CONTROL
 FS0541  ___________________________________________________________________
 FS0541* NAD 83(1986)-  35 24 58.     (N)    114 14 38.     (W)     SCALED    
 FS0541* NAVD 88     -      1149.449  (meters)    3771.15   (feet)  ADJUSTED  
 FS0541  ___________________________________________________________________
 FS0541  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0541  DYNAMIC HT  -        1148.092 (meters)    3766.70  (feet)  COMP
 FS0541  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 FS0541  OBS GRAVITY -     979,411.5   (mgal)                       GRAV_OBS
 FS0541
 FS0541  VERT ORDER  -  FIRST     CLASS II
 FS0541
 FS0541.The horizontal coordinates were scaled from a topographic map and have
 FS0541.an estimated accuracy of +/- 6 seconds.
 FS0541
 FS0541.The orthometric height was determined by differential leveling
 FS0541.and adjusted in June 1991.
 FS0541
 FS0541.The geoid height was determined by GEOID03.
 FS0541
 FS0541.The dynamic height is computed by dividing the NAVD 88
 FS0541.geopotential number by the normal gravity value computed on the
 FS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0541.degrees latitude (g = 980.6199 gals.).
 FS0541
 FS0541.The modeled gravity was interpolated from observed gravity values.
 FS0541.The observed gravity was obtained from relative gravimeter ties
 FS0541.to the IGSN71 gravity network.
 FS0541
 FS0541;                    North         East    Units  Estimated Accuracy
 FS0541;SPC AZ W     -   489,860.      168,510.      MT  (+/- 180 meters Scaled)
 FS0541
 FS0541                          SUPERSEDED SURVEY CONTROL
 FS0541
 FS0541  NGVD 29 (??/??/92) 1148.627  (m)         3768.45   (f) ADJ UNCH    1 2
 FS0541
 FS0541.Superseded values are not recommended for survey control.
 FS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0541.See file dsdata.txt to determine how the superseded data were derived.
 FS0541
 FS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV502226(NAD 83)
 FS0541_MARKER: DB = BENCH MARK DISK
 FS0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0541_STAMPING: F 60 1934
 FS0541_MARK LOGO: CGS   
 FS0541_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0541+STABILITY: SURFACE MOTION
 FS0541
 FS0541  HISTORY     - Date     Condition        Report By
 FS0541  HISTORY     - 1934     MONUMENTED       CGS
 FS0541  HISTORY     - 1940     GOOD             NGS
 FS0541  HISTORY     - 1970     GOOD             USGS
 FS0541  HISTORY     - 1982     GOOD             NGS
 FS0541
 FS0541                          STATION DESCRIPTION
 FS0541
 FS0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0541'2.8 MI NW FROM CHLORIDE.
 FS0541'2.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 1.7 MILES
 FS0541'SOUTHEAST OF THE POINT WHERE U.S. HIGHWAY 93 CROSSES THE OLD
 FS0541'ROAD, ABOUT 500 FEET SOUTHEAST OF AN OUTCROP OF LAVA BOULDERS,
 FS0541'ABOUT 400 FEET NORTH OF THE BASE OF A SMALL MOUNTAIN WITH A SHARP
 FS0541'PEAK, 200 FEET EAST OF THE POINT WHERE THE ROAD ENTERS A WIDE
 FS0541'FLAT WASH, 77 FEET NORTH OF THE WASH, 43 FEET SOUTH OF THE
 FS0541'CENTERLINE OF THE OLD ROAD, AND 3 FEET EAST OF A WHITE
 FS0541'WOOD WITNESS POST.  A STANDARD DISK, STAMPED F 60 1934 AND SET IN
 FS0541'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0541
 FS0541                          STATION RECOVERY (1970)
 FS0541
 FS0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0541'RECOVERED IN GOOD CONDITION.
 FS0541
 FS0541                          STATION RECOVERY (1982)
 FS0541
 FS0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0541'45. KM (2.8 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0541'IN CHLORIDE, ABOUT 152.4 METERS (500 FT) SOUTHEAST OF AN OUTCROP OF
 FS0541'LAVA BOULDERS, ABOUT 121.9 METERS (400 FT) NORTH OF THE BASE OF A
 FS0541'SMALL MOUNTAIN WITH A SHARP PEAK, 61 METERS (200 FT) EAST OF A POINT
 FS0541'WHERE THE ROAD ENTERS A WIDE FLAT WASH, 23.5 METERS (77 FT) NORTH OF A
 FS0541'WASH, 13.1 METERS (43 FT) SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0541'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0020 ***********************************************************************
 FR0020  DESIGNATION -  F 61
 FR0020  PID         -  FR0020
 FR0020  STATE/COUNTY-  AZ/COCONINO
 FR0020  USGS QUAD   -  VALLE TANK (1989)
 FR0020
 FR0020                         *CURRENT SURVEY CONTROL
 FR0020  ___________________________________________________________________
 FR0020* NAD 83(1986)-  35 41 38.     (N)    112 14 12.     (W)     SCALED    
 FR0020* NAVD 88     -      1774.319  (meters)    5821.24   (feet)  POSTED    
 FR0020  ___________________________________________________________________
 FR0020  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FR0020  DYNAMIC HT  -        1771.990 (meters)    5813.60  (feet)  COMP
 FR0020  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 FR0020
 FR0020  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0020
 FR0020.The horizontal coordinates were scaled from a topographic map and have
 FR0020.an estimated accuracy of +/- 6 seconds.
 FR0020
 FR0020.The orthometric height was determined by differential leveling
 FR0020.and adjusted by the  in 1992.
 FR0020.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0020.rate of 0.0 thru 1.0 mm/km.
 FR0020
 FR0020.The geoid height was determined by GEOID03.
 FR0020
 FR0020.The dynamic height is computed by dividing the NAVD 88
 FR0020.geopotential number by the normal gravity value computed on the
 FR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0020.degrees latitude (g = 980.6199 gals.).
 FR0020
 FR0020.The modeled gravity was interpolated from observed gravity values.
 FR0020
 FR0020;                    North         East    Units  Estimated Accuracy
 FR0020;SPC AZ C     -   520,600.      184,400.      MT  (+/- 180 meters Scaled)
 FR0020
 FR0020                          SUPERSEDED SURVEY CONTROL
 FR0020
 FR0020  NGVD 29 (??/??/92) 1773.465  (m)         5818.44   (f) ADJ UNCH    2 0
 FR0020
 FR0020.Superseded values are not recommended for survey control.
 FR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0020.See file dsdata.txt to determine how the superseded data were derived.
 FR0020
 FR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE881507(NAD 83)
 FR0020_MARKER: DB = BENCH MARK DISK
 FR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0020_STAMPING: F 61 1934
 FR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0020+STABILITY: SURFACE MOTION
 FR0020
 FR0020  HISTORY     - Date     Condition        Report By
 FR0020  HISTORY     - 1934     MONUMENTED       CGS
 FR0020
 FR0020                          STATION DESCRIPTION
 FR0020
 FR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0020'31.5 MI S FROM GRAND CANYON.
 FR0020'ABOUT 31-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0020'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 66 FEET
 FR0020'EAST OF MILEAGE POST 32-1/2, AND 39 FEET EAST OF THE CENTER LINE OF
 FR0020'THE TRACK.  A STANDARD DISK, STAMPED F 61 1934 AND SET IN THE TOP OF A
 FR0020'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0181 ***********************************************************************
 GP0181  DESIGNATION -  F 62
 GP0181  PID         -  GP0181
 GP0181  STATE/COUNTY-  AZ/COCONINO
 GP0181  USGS QUAD   -  DESERT VIEW (1988)
 GP0181
 GP0181                         *CURRENT SURVEY CONTROL
 GP0181  ___________________________________________________________________
 GP0181* NAD 83(1986)-  36 01 17.     (N)    111 49 04.     (W)     SCALED    
 GP0181* NAVD 88     -      2203.804  (meters)    7230.31   (feet)  POSTED    
 GP0181  ___________________________________________________________________
 GP0181  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0181  DYNAMIC HT  -        2200.800 (meters)    7220.46  (feet)  COMP
 GP0181  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 GP0181
 GP0181  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0181
 GP0181.The horizontal coordinates were scaled from a topographic map and have
 GP0181.an estimated accuracy of +/- 6 seconds.
 GP0181
 GP0181.The orthometric height was determined by differential leveling
 GP0181.and adjusted by the  in 1992.
 GP0181.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0181.rate of 0.0 thru 1.0 mm/km.
 GP0181
 GP0181.The geoid height was determined by GEOID03.
 GP0181
 GP0181.The dynamic height is computed by dividing the NAVD 88
 GP0181.geopotential number by the normal gravity value computed on the
 GP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0181.degrees latitude (g = 980.6199 gals.).
 GP0181
 GP0181.The modeled gravity was interpolated from observed gravity values.
 GP0181
 GP0181;                    North         East    Units  Estimated Accuracy
 GP0181;SPC AZ C     -   556,890.      222,270.      MT  (+/- 180 meters Scaled)
 GP0181
 GP0181                          SUPERSEDED SURVEY CONTROL
 GP0181
 GP0181  NGVD 29 (??/??/92) 2202.778  (m)         7226.95   (f) ADJ UNCH    2 0
 GP0181
 GP0181.Superseded values are not recommended for survey control.
 GP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0181.See file dsdata.txt to determine how the superseded data were derived.
 GP0181
 GP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE263866(NAD 83)
 GP0181_MARKER: DB = BENCH MARK DISK
 GP0181_SETTING: 80 = SET IN A BOULDER
 GP0181_SP_SET: BOULDER
 GP0181_STAMPING: F 62 1934
 GP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0181+STABILITY: SURFACE MOTION
 GP0181
 GP0181  HISTORY     - Date     Condition        Report By
 GP0181  HISTORY     - 1934     MONUMENTED       CGS
 GP0181  HISTORY     - 19850501 MARK NOT FOUND   USGS
 GP0181
 GP0181                          STATION DESCRIPTION
 GP0181
 GP0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0181'27.1 MI E FROM GRAND CANYON.
 GP0181'ABOUT 27.1 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0181'GRAND CANYON, COCONINO COUNTY, AT A SMALL CUT AT THE SOUTH RIM OF A
 GP0181'DEEP CANYON, 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 GP0181'TOP OF A 2- BY 3-FOOT SANDSTONE BOULDER, AND ABOUT 2-1/2 FEET LOWER
 GP0181'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 62 1934.
 GP0181
 GP0181                          STATION RECOVERY (1985)
 GP0181
 GP0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (EGE)
 GP0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0134 ***********************************************************************
 FQ0134  DESIGNATION -  F 64
 FQ0134  PID         -  FQ0134
 FQ0134  STATE/COUNTY-  AZ/NAVAJO
 FQ0134  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0134
 FQ0134                         *CURRENT SURVEY CONTROL
 FQ0134  ___________________________________________________________________
 FQ0134* NAD 83(1986)-  35 52 22.     (N)    110 35 25.     (W)     SCALED    
 FQ0134* NAVD 88     -      1714.972  (meters)    5626.54   (feet)  ADJUSTED  
 FQ0134  ___________________________________________________________________
 FQ0134  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 FQ0134  DYNAMIC HT  -        1712.763 (meters)    5619.29  (feet)  COMP
 FQ0134  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 FQ0134
 FQ0134  VERT ORDER  -  SECOND    CLASS 0
 FQ0134
 FQ0134.The horizontal coordinates were scaled from a topographic map and have
 FQ0134.an estimated accuracy of +/- 6 seconds.
 FQ0134
 FQ0134.The orthometric height was determined by differential leveling
 FQ0134.and adjusted in June 1991.
 FQ0134
 FQ0134.The geoid height was determined by GEOID03.
 FQ0134
 FQ0134.The dynamic height is computed by dividing the NAVD 88
 FQ0134.geopotential number by the normal gravity value computed on the
 FQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0134.degrees latitude (g = 980.6199 gals.).
 FQ0134
 FQ0134.The modeled gravity was interpolated from observed gravity values.
 FQ0134
 FQ0134;                    North         East    Units  Estimated Accuracy
 FQ0134;SPC AZ E     -   540,480.      175,110.      MT  (+/- 180 meters Scaled)
 FQ0134
 FQ0134                          SUPERSEDED SURVEY CONTROL
 FQ0134
 FQ0134  NGVD 29 (??/??/92) 1714.098  (m)         5623.67   (f) ADJ UNCH    2 0
 FQ0134
 FQ0134.Superseded values are not recommended for survey control.
 FQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0134.See file dsdata.txt to determine how the superseded data were derived.
 FQ0134
 FQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE369699(NAD 83)
 FQ0134_MARKER: DB = BENCH MARK DISK
 FQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0134_STAMPING: F 64 1934
 FQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0134+STABILITY: SURFACE MOTION
 FQ0134
 FQ0134  HISTORY     - Date     Condition        Report By
 FQ0134  HISTORY     - 1934     MONUMENTED       CGS
 FQ0134
 FQ0134                          STATION DESCRIPTION
 FQ0134
 FQ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0134'1.9 MI E FROM ORAIBI.
 FQ0134'1.9 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO COUNTY,
 FQ0134'0.1 MILE EAST OF THE JUNCTION OF THE POINT ROAD, 35 YARDS NORTH OF A
 FQ0134'ROW OF POLES, 30 YARDS NORTH OF A DRAINAGE DITCH, AND 36 FEET SOUTH OF
 FQ0134'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 64 1934 AND
 FQ0134'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0324 ***********************************************************************
 ES0324  DESIGNATION -  F 65
 ES0324  PID         -  ES0324
 ES0324  STATE/COUNTY-  AZ/GILA
 ES0324  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0324
 ES0324                         *CURRENT SURVEY CONTROL
 ES0324  ___________________________________________________________________
 ES0324* NAD 83(1986)-  34 19 13.     (N)    111 00 33.     (W)     SCALED    
 ES0324* NAVD 88     -      1797.414  (meters)    5897.02   (feet)  ADJUSTED  
 ES0324  ___________________________________________________________________
 ES0324  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0324  DYNAMIC HT  -        1794.831 (meters)    5888.54  (feet)  COMP
 ES0324  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 ES0324
 ES0324  VERT ORDER  -  SECOND    CLASS 0
 ES0324
 ES0324.The horizontal coordinates were scaled from a topographic map and have
 ES0324.an estimated accuracy of +/- 6 seconds.
 ES0324
 ES0324.The orthometric height was determined by differential leveling
 ES0324.and adjusted in June 1991.
 ES0324
 ES0324.The geoid height was determined by GEOID03.
 ES0324
 ES0324.The dynamic height is computed by dividing the NAVD 88
 ES0324.geopotential number by the normal gravity value computed on the
 ES0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0324.degrees latitude (g = 980.6199 gals.).
 ES0324
 ES0324.The modeled gravity was interpolated from observed gravity values.
 ES0324
 ES0324;                    North         East    Units  Estimated Accuracy
 ES0324;SPC AZ E     -   368,500.      135,830.      MT  (+/- 180 meters Scaled)
 ES0324
 ES0324                          SUPERSEDED SURVEY CONTROL
 ES0324
 ES0324  NGVD 29 (??/??/92) 1796.512  (m)         5894.06   (f) ADJ UNCH    2 0
 ES0324
 ES0324.Superseded values are not recommended for survey control.
 ES0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0324.See file dsdata.txt to determine how the superseded data were derived.
 ES0324
 ES0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC991976(NAD 83)
 ES0324_MARKER: DB = BENCH MARK DISK
 ES0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0324_STAMPING: F 65 1934
 ES0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0324+STABILITY: SURFACE MOTION
 ES0324
 ES0324  HISTORY     - Date     Condition        Report By
 ES0324  HISTORY     - 1934     MONUMENTED       CGS
 ES0324  HISTORY     - 1973     GOOD             USGS
 ES0324  HISTORY     - 20050729 GOOD             USPSQD
 ES0324
 ES0324                          STATION DESCRIPTION
 ES0324
 ES0324'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0324'24.6 MI NE FROM PAYSON.
 ES0324'24.6 MILES NORTHEAST ALONG STATE ROUTE 260 FROM PAYSON, BM IS 90 FT.
 ES0324'NORTHEAST OF ROAD FORK AND 60 FT. NORTH OF HIGHWAY, 850 FT. EAST OF
 ES0324'BRIDGE OVER CRISTOPHER CREEK, AND IN FRONT OF OFFICE OF CREEKSIDE
 ES0324'TRAILER PARK.  A STANDRD DISK, STAMPED F 65 1934 AND SET IN TOP OF A
 ES0324'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 ES0324
 ES0324                          STATION RECOVERY (2005)
 ES0324
 ES0324'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ES0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0039 ***********************************************************************
 ES0039  DESIGNATION -  F 66
 ES0039  PID         -  ES0039
 ES0039  STATE/COUNTY-  AZ/NAVAJO
 ES0039  USGS QUAD   -  PORTER CANYON (1986)
 ES0039
 ES0039                         *CURRENT SURVEY CONTROL
 ES0039  ___________________________________________________________________
 ES0039* NAD 83(1986)-  34 47 04.     (N)    110 13 40.     (W)     SCALED    
 ES0039* NAVD 88     -      1662.474  (meters)    5454.30   (feet)  ADJUSTED  
 ES0039  ___________________________________________________________________
 ES0039  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0039  DYNAMIC HT  -        1660.149 (meters)    5446.67  (feet)  COMP
 ES0039  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 ES0039
 ES0039  VERT ORDER  -  SECOND    CLASS 0
 ES0039
 ES0039.The horizontal coordinates were scaled from a topographic map and have
 ES0039.an estimated accuracy of +/- 6 seconds.
 ES0039
 ES0039.The orthometric height was determined by differential leveling
 ES0039.and adjusted in June 1991.
 ES0039
 ES0039.The geoid height was determined by GEOID03.
 ES0039
 ES0039.The dynamic height is computed by dividing the NAVD 88
 ES0039.geopotential number by the normal gravity value computed on the
 ES0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0039.degrees latitude (g = 980.6199 gals.).
 ES0039
 ES0039.The modeled gravity was interpolated from observed gravity values.
 ES0039
 ES0039;                    North         East    Units  Estimated Accuracy
 ES0039;SPC AZ E     -   419,670.      207,770.      MT  (+/- 180 meters Scaled)
 ES0039
 ES0039                          SUPERSEDED SURVEY CONTROL
 ES0039
 ES0039  NGVD 29 (??/??/92) 1661.621  (m)         5451.50   (f) ADJ UNCH    2 0
 ES0039
 ES0039.Superseded values are not recommended for survey control.
 ES0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0039.See file dsdata.txt to determine how the superseded data were derived.
 ES0039
 ES0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD706494(NAD 83)
 ES0039_MARKER: DB = BENCH MARK DISK
 ES0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0039_STAMPING: F-66 1934
 ES0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0039+STABILITY: SURFACE MOTION
 ES0039
 ES0039  HISTORY     - Date     Condition        Report By
 ES0039  HISTORY     - 1934     MONUMENTED       CGS
 ES0039  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0039
 ES0039                          STATION DESCRIPTION
 ES0039
 ES0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0039'10.0 MI SW FROM HOLBROOK.
 ES0039'ON GLOBE TO HOLBROOK HIWAY, 25 FEET NORTH OF CENTER LINE OF ROAD AND 6
 ES0039'FEET SOUTH OF FENCE LINE.  A PRECAST POST.
 ES0039
 ES0039                          STATION RECOVERY (1983)
 ES0039
 ES0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0518 ***********************************************************************
 DU0518  DESIGNATION -  F 67
 DU0518  PID         -  DU0518
 DU0518  STATE/COUNTY-  AZ/PINAL
 DU0518  USGS QUAD   -  FLORENCE SE (1965)
 DU0518
 DU0518                         *CURRENT SURVEY CONTROL
 DU0518  ___________________________________________________________________
 DU0518* NAD 83(1986)-  33 05 40.     (N)    111 18 04.     (W)     SCALED    
 DU0518* NAVD 88     -       472.89   (+/-2cm)    1551.5    (feet)  VERTCON   
 DU0518  ___________________________________________________________________
 DU0518  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0518
 DU0518.The horizontal coordinates were scaled from a topographic map and have
 DU0518.an estimated accuracy of +/- 6 seconds.
 DU0518
 DU0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0518.The vertical order pertains to the NGVD 29 superseded value.
 DU0518
 DU0518.The geoid height was determined by GEOID03.
 DU0518
 DU0518;                    North         East    Units  Estimated Accuracy
 DU0518;SPC AZ C     -   232,390.      270,820.      MT  (+/- 180 meters Scaled)
 DU0518
 DU0518                          SUPERSEDED SURVEY CONTROL
 DU0518
 DU0518  NGVD 29 (??/??/92)  472.326  (m)         1549.62   (f) ADJ UNCH    2 0
 DU0518
 DU0518.Superseded values are not recommended for survey control.
 DU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0518.See file dsdata.txt to determine how the superseded data were derived.
 DU0518
 DU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB719617(NAD 83)
 DU0518_MARKER: DB = BENCH MARK DISK
 DU0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0518_STAMPING: F 67 1934
 DU0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0518+STABILITY: SURFACE MOTION
 DU0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0518+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2008
 DU0518
 DU0518  HISTORY     - Date     Condition        Report By
 DU0518  HISTORY     - 1934     MONUMENTED       CGS
 DU0518  HISTORY     - 20080111 GOOD             GEOCAC
 DU0518
 DU0518                          STATION DESCRIPTION
 DU0518
 DU0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0518'3.9 MI W FROM PRICE.
 DU0518'3.9 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM PRICE,
 DU0518'PINAL COUNTY, 6.1 MILES EAST OF THE STATION AT FLORENCE, 171 FEET
 DU0518'NORTHEAST OF MILEPOST 965, AND 36 FEET SOUTH OF THE CENTERLINE OF THE
 DU0518'TRACK.  A STANDARD DISK, STAMPED F 67 1934 AND SET IN THE TOP OF A
 DU0518'CONCRETE POST.
 DU0518
 DU0518                          STATION RECOVERY (2008)
 DU0518
 DU0518'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0518'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0518'THE DESCRIPTION - THE MARK IS LOCATED 190 FEET NORTHEAST OF MILEPOST
 DU0518'956 AND 120 FEET WEST OF RAILROAD CROSSING. HANDHELD COORDINATES
 DU0518'33 05 40.9 (N)   111 18 04.4 (W)  (NAD 83).
 DU0518' 
 DU0518'TO REACH DIRECTIONS FOLLOWS - FROM THE INTERSECTION OF AZ HIGHWAY 79
 DU0518'AND PRICE ROAD TAKE PRICE ROAD EAST FOR 2.4 MILES TO A RAILROAD
 DU0518'CROSSING AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0316 ***********************************************************************
 DT0316  DESIGNATION -  F 70
 DT0316  PID         -  DT0316
 DT0316  STATE/COUNTY-  AZ/GREENLEE
 DT0316  USGS QUAD   -  ROSE PEAK (1967)
 DT0316
 DT0316                         *CURRENT SURVEY CONTROL
 DT0316  ___________________________________________________________________
 DT0316* NAD 83(1986)-  33 29 03.     (N)    109 21 33.     (W)     SCALED    
 DT0316* NAVD 88     -      2215.006  (meters)    7267.07   (feet)  ADJUSTED  
 DT0316  ___________________________________________________________________
 DT0316  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 DT0316  DYNAMIC HT  -        2211.435 (meters)    7255.35  (feet)  COMP
 DT0316  MODELED GRAV-     978,945.0   (mgal)                       NAVD 88
 DT0316
 DT0316  VERT ORDER  -  SECOND    CLASS 0
 DT0316
 DT0316.The horizontal coordinates were scaled from a topographic map and have
 DT0316.an estimated accuracy of +/- 6 seconds.
 DT0316
 DT0316.The orthometric height was determined by differential leveling
 DT0316.and adjusted in June 1991.
 DT0316
 DT0316.The geoid height was determined by GEOID03.
 DT0316
 DT0316.The dynamic height is computed by dividing the NAVD 88
 DT0316.geopotential number by the normal gravity value computed on the
 DT0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0316.degrees latitude (g = 980.6199 gals.).
 DT0316
 DT0316.The modeled gravity was interpolated from observed gravity values.
 DT0316
 DT0316;                    North         East    Units  Estimated Accuracy
 DT0316;SPC AZ E     -   275,740.      288,400.      MT  (+/- 180 meters Scaled)
 DT0316
 DT0316                          SUPERSEDED SURVEY CONTROL
 DT0316
 DT0316  NGVD 29 (??/??/92) 2213.974  (m)         7263.68   (f) ADJ UNCH    2 0
 DT0316
 DT0316.Superseded values are not recommended for survey control.
 DT0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0316.See file dsdata.txt to determine how the superseded data were derived.
 DT0316
 DT0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC524061(NAD 83)
 DT0316_MARKER: DB = BENCH MARK DISK
 DT0316_SETTING: 66 = SET IN ROCK OUTCROP
 DT0316_SP_SET: MALPAIS ROCK
 DT0316_STAMPING: F-70 1934
 DT0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0316+STABILITY: POSITION/ELEVATION WELL
 DT0316
 DT0316  HISTORY     - Date     Condition        Report By
 DT0316  HISTORY     - 1934     MONUMENTED       CGS
 DT0316  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0316
 DT0316                          STATION DESCRIPTION
 DT0316
 DT0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0316'45.0 MI S FROM ALPINE.
 DT0316'45.0 MI SOUTH ON STATE HWY NO. 71.  60 YDS EAST OF A CONC.  CULVERT IN
 DT0316'THE CENTER OF A HORSE-SHOE CURVE, 27 FEET SOUTH OF THE CENTERLINE OF
 DT0316'THE HIGHWAY.
 DT0316
 DT0316                          STATION RECOVERY (1967)
 DT0316
 DT0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0078 ***********************************************************************
 FQ0078  DESIGNATION -  F 71
 FQ0078  PID         -  FQ0078
 FQ0078  STATE/COUNTY-  AZ/COCONINO
 FQ0078  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0078
 FQ0078                         *CURRENT SURVEY CONTROL
 FQ0078  ___________________________________________________________________
 FQ0078* NAD 83(1986)-  35 27 04.     (N)    110 54 43.     (W)     SCALED    
 FQ0078* NAVD 88     -      1520.530  (meters)    4988.61   (feet)  ADJUSTED  
 FQ0078  ___________________________________________________________________
 FQ0078  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0078  DYNAMIC HT  -        1518.567 (meters)    4982.17  (feet)  COMP
 FQ0078  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 FQ0078
 FQ0078  VERT ORDER  -  SECOND    CLASS 0
 FQ0078
 FQ0078.The horizontal coordinates were scaled from a topographic map and have
 FQ0078.an estimated accuracy of +/- 6 seconds.
 FQ0078
 FQ0078.The orthometric height was determined by differential leveling
 FQ0078.and adjusted in June 1991.
 FQ0078
 FQ0078.The geoid height was determined by GEOID03.
 FQ0078
 FQ0078.The dynamic height is computed by dividing the NAVD 88
 FQ0078.geopotential number by the normal gravity value computed on the
 FQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0078.degrees latitude (g = 980.6199 gals.).
 FQ0078
 FQ0078.The modeled gravity was interpolated from observed gravity values.
 FQ0078
 FQ0078;                    North         East    Units  Estimated Accuracy
 FQ0078;SPC AZ C     -   494,080.      304,570.      MT  (+/- 180 meters Scaled)
 FQ0078
 FQ0078                          SUPERSEDED SURVEY CONTROL
 FQ0078
 FQ0078  NGVD 29 (??/??/92) 1519.751  (m)         4986.05   (f) ADJ UNCH    2 0
 FQ0078
 FQ0078.Superseded values are not recommended for survey control.
 FQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0078.See file dsdata.txt to determine how the superseded data were derived.
 FQ0078
 FQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE079230(NAD 83)
 FQ0078_MARKER: DB = BENCH MARK DISK
 FQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0078_STAMPING: F 71 1934
 FQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0078+STABILITY: SURFACE MOTION
 FQ0078
 FQ0078  HISTORY     - Date     Condition        Report By
 FQ0078  HISTORY     - 1934     MONUMENTED       CGS
 FQ0078
 FQ0078                          STATION DESCRIPTION
 FQ0078
 FQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0078'16.5 MI NE FROM LEUPP.
 FQ0078'16.5 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0078'COCONINO COUNTY, ABOUT 109 YARDS SOUTH OF A 48-INCH GALVANIZED-IRON
 FQ0078'PIPE CULVERT, AND 103 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 FQ0078'STANDARD DISK, STAMPED F 71 1934 AND SET IN THE TOP OF A CONCRETE POST
 FQ0078'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0335 ***********************************************************************
 FP0335  DESIGNATION -  F 73
 FP0335  PID         -  FP0335
 FP0335  STATE/COUNTY-  AZ/APACHE
 FP0335  USGS QUAD   -  GANADO MESA SW (1972)
 FP0335
 FP0335                         *CURRENT SURVEY CONTROL
 FP0335  ___________________________________________________________________
 FP0335* NAD 83(1986)-  35 47 19.     (N)    109 42 01.     (W)     SCALED    
 FP0335* NAVD 88     -      1917.388  (meters)    6290.63   (feet)  ADJUSTED  
 FP0335  ___________________________________________________________________
 FP0335  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FP0335  DYNAMIC HT  -        1914.852 (meters)    6282.31  (feet)  COMP
 FP0335  MODELED GRAV-     979,241.9   (mgal)                       NAVD 88
 FP0335
 FP0335  VERT ORDER  -  SECOND    CLASS 0
 FP0335
 FP0335.The horizontal coordinates were scaled from a topographic map and have
 FP0335.an estimated accuracy of +/- 6 seconds.
 FP0335
 FP0335.The orthometric height was determined by differential leveling
 FP0335.and adjusted in June 1991.
 FP0335
 FP0335.The geoid height was determined by GEOID03.
 FP0335
 FP0335.The dynamic height is computed by dividing the NAVD 88
 FP0335.geopotential number by the normal gravity value computed on the
 FP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0335.degrees latitude (g = 980.6199 gals.).
 FP0335
 FP0335.The modeled gravity was interpolated from observed gravity values.
 FP0335
 FP0335;                    North         East    Units  Estimated Accuracy
 FP0335;SPC AZ E     -   531,160.      255,520.      MT  (+/- 180 meters Scaled)
 FP0335
 FP0335                          SUPERSEDED SURVEY CONTROL
 FP0335
 FP0335  NGVD 29 (??/??/92) 1916.481  (m)         6287.65   (f) ADJ UNCH    2 0
 FP0335
 FP0335.Superseded values are not recommended for survey control.
 FP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0335.See file dsdata.txt to determine how the superseded data were derived.
 FP0335
 FP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE174612(NAD 83)
 FP0335_MARKER: DB = BENCH MARK DISK
 FP0335_SETTING: 0 = UNSPECIFIED SETTING
 FP0335_STAMPING: F 73 1934
 FP0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0335
 FP0335  HISTORY     - Date     Condition        Report By
 FP0335  HISTORY     - 1934     MONUMENTED       CGS
 FP0335  HISTORY     - 1972     GOOD             USGS
 FP0335
 FP0335                          STATION DESCRIPTION
 FP0335
 FP0335'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0335'10.7 MI W FROM GANADO.
 FP0335'FROM THE INTERSECTION OF STATE HWYS 63 AND 264 IN GANADO, GO WEST ON
 FP0335'264 10.7 MILES TO WHERE ROAD CROSSES A SWALE.  TURN RIGHT AND GO CROSS
 FP0335'COUNTRY .2 MILES (NORTH) TO THE TOP OF A RIDGE WHERE A TELEPHONE LINE
 FP0335'CROSSES.  BM IS ON THE TOP OF THE RIDGE 45 FEET NORTH OF AN ABANDON
 FP0335'ROAD, 145 FEET NORTH OF THE TELEPHONE LINE, AND APPROX 35 FEET WEST OF
 FP0335'THE CENTER OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0217 ***********************************************************************
 DT0217  DESIGNATION -  F 74
 DT0217  PID         -  DT0217
 DT0217  STATE/COUNTY-  AZ/APACHE
 DT0217  USGS QUAD   -  ALPINE (1991)
 DT0217
 DT0217                         *CURRENT SURVEY CONTROL
 DT0217  ___________________________________________________________________
 DT0217* NAD 83(1986)-  33 49 16.     (N)    109 08 54.     (W)     SCALED    
 DT0217* NAVD 88     -      2484.110  (meters)    8149.95   (feet)  ADJUSTED  
 DT0217  ___________________________________________________________________
 DT0217  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DT0217  DYNAMIC HT  -        2479.991 (meters)    8136.44  (feet)  COMP
 DT0217  MODELED GRAV-     978,888.4   (mgal)                       NAVD 88
 DT0217
 DT0217  VERT ORDER  -  SECOND    CLASS 0
 DT0217
 DT0217.The horizontal coordinates were scaled from a topographic map and have
 DT0217.an estimated accuracy of +/- 6 seconds.
 DT0217
 DT0217.The orthometric height was determined by differential leveling
 DT0217.and adjusted in June 1991.
 DT0217
 DT0217.The geoid height was determined by GEOID03.
 DT0217
 DT0217.The dynamic height is computed by dividing the NAVD 88
 DT0217.geopotential number by the normal gravity value computed on the
 DT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0217.degrees latitude (g = 980.6199 gals.).
 DT0217
 DT0217.The modeled gravity was interpolated from observed gravity values.
 DT0217
 DT0217;                    North         East    Units  Estimated Accuracy
 DT0217;SPC AZ E     -   313,280.      307,630.      MT  (+/- 180 meters Scaled)
 DT0217
 DT0217                          SUPERSEDED SURVEY CONTROL
 DT0217
 DT0217  NGVD 29 (??/??/92) 2482.990  (m)         8146.28   (f) ADJ UNCH    2 0
 DT0217
 DT0217.Superseded values are not recommended for survey control.
 DT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0217.See file dsdata.txt to determine how the superseded data were derived.
 DT0217
 DT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC713438(NAD 83)
 DT0217_MARKER: DB = BENCH MARK DISK
 DT0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0217_STAMPING: F-74 1934
 DT0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0217+STABILITY: SURFACE MOTION
 DT0217
 DT0217  HISTORY     - Date     Condition        Report By
 DT0217  HISTORY     - 1934     MONUMENTED       CGS
 DT0217  HISTORY     - 19891002 MARK NOT FOUND   USPSQD
 DT0217
 DT0217                          STATION DESCRIPTION
 DT0217
 DT0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0217'1.9 MI S FROM ALPINE.
 DT0217'1.9 MI SOUTH ON STATE HWY NO. 71.  ABOUT 100 YDS SOUTH OF A ROAD TO
 DT0217'CORONADO LODGE, 18 FEET NORTH OF A LARGE PINE TREE, AND 16 FEET WEST
 DT0217'OF THE CENTERLINE OF THE HIGHWAY.
 DT0217
 DT0217                          STATION RECOVERY (1989)
 DT0217
 DT0217'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0394 ***********************************************************************
 CG0394  DESIGNATION -  F 76
 CG0394  PID         -  CG0394
 CG0394  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0394  USGS QUAD   -  TUBAC (1981)
 CG0394
 CG0394                         *CURRENT SURVEY CONTROL
 CG0394  ___________________________________________________________________
 CG0394* NAD 83(1986)-  31 32 47.     (N)    111 02 04.     (W)     SCALED    
 CG0394* NAVD 88     -      1007.10   (+/-2cm)    3304.1    (feet)  VERTCON   
 CG0394  ___________________________________________________________________
 CG0394  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0394
 CG0394.The horizontal coordinates were scaled from a topographic map and have
 CG0394.an estimated accuracy of +/- 6 seconds.
 CG0394
 CG0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0394.The vertical order pertains to the NGVD 29 superseded value.
 CG0394
 CG0394.The geoid height was determined by GEOID03.
 CG0394
 CG0394;                    North         East    Units  Estimated Accuracy
 CG0394;SPC AZ C     -    60,910.      297,130.      MT  (+/- 180 meters Scaled)
 CG0394
 CG0394                          SUPERSEDED SURVEY CONTROL
 CG0394
 CG0394  NGVD 29 (??/??/92) 1006.24   (m)         3301.3    (f) COMPUTED    2 0
 CG0394
 CG0394.Superseded values are not recommended for survey control.
 CG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0394.See file dsdata.txt to determine how the superseded data were derived.
 CG0394
 CG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV967901(NAD 83)
 CG0394_MARKER: DB = BENCH MARK DISK
 CG0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0394_STAMPING: F-76 1934
 CG0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0394+STABILITY: SURFACE MOTION
 CG0394
 CG0394  HISTORY     - Date     Condition        Report By
 CG0394  HISTORY     - 1934     MONUMENTED       CGS
 CG0394  HISTORY     - 1935     GOOD             NGS
 CG0394  HISTORY     - 1953     MARK NOT FOUND   NGS
 CG0394
 CG0394                          STATION DESCRIPTION
 CG0394
 CG0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0394'11.5 MI S FROM AMADO.
 CG0394'11.5 MI. S. ALONG S.P. RY., 1.2 MI. N. OF OTERO, 5 3/4 POLES N. OF
 CG0394'MILE POST 1033, 30FT. S.E. OF THE CENTER LINE OF TRACK WHERE DIM ROAD
 CG0394'CROSSES, 25 FT. E. OF THE CENTER LINE OF THE TRACK, 22 FT. W. OF THE
 CG0394'CENTER LINE OF A CATTLE GUARD, AND 3 FT. N. OF THE FENCE LINE.
 CG0394
 CG0394                          STATION RECOVERY (1953)
 CG0394
 CG0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CG0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0322 ***********************************************************************
 CG0322  DESIGNATION -  F 77
 CG0322  PID         -  CG0322
 CG0322  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0322  USGS QUAD   -  SONOITA (1983)
 CG0322
 CG0322                         *CURRENT SURVEY CONTROL
 CG0322  ___________________________________________________________________
 CG0322* NAD 83(1986)-  31 39 49.     (N)    110 40 53.     (W)     SCALED    
 CG0322* NAVD 88     -      1443.89   (+/-2cm)    4737.2    (feet)  VERTCON   
 CG0322  ___________________________________________________________________
 CG0322  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CG0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0322
 CG0322.The horizontal coordinates were scaled from a topographic map and have
 CG0322.an estimated accuracy of +/- 6 seconds.
 CG0322
 CG0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0322.The vertical order pertains to the NGVD 29 superseded value.
 CG0322
 CG0322.The geoid height was determined by GEOID03.
 CG0322
 CG0322;                    North         East    Units  Estimated Accuracy
 CG0322;SPC AZ C     -    74,230.      330,500.      MT  (+/- 180 meters Scaled)
 CG0322
 CG0322                          SUPERSEDED SURVEY CONTROL
 CG0322
 CG0322  NGVD 29 (??/??/92) 1442.986  (m)         4734.20   (f) ADJ UNCH    2 0
 CG0322
 CG0322.Superseded values are not recommended for survey control.
 CG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0322.See file dsdata.txt to determine how the superseded data were derived.
 CG0322
 CG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA302031(NAD 83)
 CG0322_MARKER: DB = BENCH MARK DISK
 CG0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0322_STAMPING: F 77 1934
 CG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0322+STABILITY: SURFACE MOTION
 CG0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0322+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2008
 CG0322
 CG0322  HISTORY     - Date     Condition        Report By
 CG0322  HISTORY     - 1934     MONUMENTED       CGS
 CG0322  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0322  HISTORY     - 20080919 GOOD             INDIV
 CG0322
 CG0322                          STATION DESCRIPTION
 CG0322
 CG0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0322'1.9 MI SW FROM SONOITA.
 CG0322'1.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 CG0322'SONOITA, SANTA CRUZ COUNTY, 3 FEET SOUTHWEST OF MILEPOST 1084, 40 FEET
 CG0322'NORTH OF THE CENTERLINE OF THE TRACK, AND 20 FEET SOUTH OF A FENCE
 CG0322'LINE.  A STANDARD DISK, STAMPED F 77 1934 AND SET IN THE TOP OF A
 CG0322'CONCRETE POST.
 CG0322
 CG0322                          STATION RECOVERY (1998)
 CG0322
 CG0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0322'MARK NOT FOUND.
 CG0322
 CG0322                          STATION RECOVERY (2008)
 CG0322
 CG0322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TA)
 CG0322'1.9 MI SW FROM SONOITA ON HWY 82, APPROX 40 FEET SOUTHEAST OF
 CG0322'PAVEMENT, 15 FEET NORTHWEST OF HWY RIGHT OF WAY FENCE.  RAILROAD IS
 CG0322'ABANDONED, FENCES AND MILEPOSTS IN PREVIOUS DESCRIPTION ARE DESTROYED.
 CG0322' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0191 ***********************************************************************
 CF0191  DESIGNATION -  F 78
 CF0191  PID         -  CF0191
 CF0191  STATE/COUNTY-  AZ/COCHISE
 CF0191  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0191
 CF0191                         *CURRENT SURVEY CONTROL
 CF0191  ___________________________________________________________________
 CF0191* NAD 83(1986)-  31 43 38.     (N)    109 51 44.     (W)     SCALED    
 CF0191* NAVD 88     -      1568.31   (+/-2cm)    5145.4    (feet)  VERTCON   
 CF0191  ___________________________________________________________________
 CF0191  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CF0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0191
 CF0191.The horizontal coordinates were scaled from a topographic map and have
 CF0191.an estimated accuracy of +/- 6 seconds.
 CF0191
 CF0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0191.The vertical order pertains to the NGVD 29 superseded value.
 CF0191
 CF0191.The geoid height was determined by GEOID03.
 CF0191
 CF0191;                    North         East    Units  Estimated Accuracy
 CF0191;SPC AZ E     -    80,660.      242,210.      MT  (+/- 180 meters Scaled)
 CF0191
 CF0191                          SUPERSEDED SURVEY CONTROL
 CF0191
 CF0191  NGVD 29 (??/??/92) 1567.414  (m)         5142.42   (f) ADJ UNCH    2 0
 CF0191
 CF0191.Superseded values are not recommended for survey control.
 CF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0191.See file dsdata.txt to determine how the superseded data were derived.
 CF0191
 CF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA077107(NAD 83)
 CF0191_MARKER: DB = BENCH MARK DISK
 CF0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0191_STAMPING: F 78 1934
 CF0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0191+STABILITY: SURFACE MOTION
 CF0191
 CF0191  HISTORY     - Date     Condition        Report By
 CF0191  HISTORY     - 1934     MONUMENTED       CGS
 CF0191  HISTORY     - 1958     POOR             NGS
 CF0191
 CF0191                          STATION DESCRIPTION
 CF0191
 CF0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0191'2 MI W FROM GLEASON.
 CF0191'2.0 MILES WEST ALONG THE TOMBSTONE ROAD FROM GLEASON, COCHISE COUNTY,
 CF0191'0.5 MILE SOUTHWEST OF AN OLD WINDMILL TOWER, 0.1 MILE SOUTHWEST OF A
 CF0191'CATTLEGUARD, ABOUT 100 YARDS NORTH OF A DIM SIDE ROAD, AND 42 FEET
 CF0191'NORTHEAST OF THE CENTERLINE OF THE TOMBSTONE ROAD.  A STANDARD DISK,
 CF0191'STAMPED F 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0191
 CF0191                          STATION RECOVERY (1958)
 CF0191
 CF0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CF0191'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0147 ***********************************************************************
 CG0147  DESIGNATION -  F 79
 CG0147  PID         -  CG0147
 CG0147  STATE/COUNTY-  AZ/COCHISE
 CG0147  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0147
 CG0147                         *CURRENT SURVEY CONTROL
 CG0147  ___________________________________________________________________
 CG0147* NAD 83(1986)-  31 32 41.     (N)    110 07 49.     (W)     SCALED    
 CG0147* NAVD 88     -      1242.52   (+/-2cm)    4076.5    (feet)  VERTCON   
 CG0147  ___________________________________________________________________
 CG0147  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CG0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0147
 CG0147.The horizontal coordinates were scaled from a topographic map and have
 CG0147.an estimated accuracy of +/- 6 seconds.
 CG0147
 CG0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0147.The vertical order pertains to the NGVD 29 superseded value.
 CG0147
 CG0147.The geoid height was determined by GEOID03.
 CG0147
 CG0147;                    North         East    Units  Estimated Accuracy
 CG0147;SPC AZ E     -    60,390.      216,820.      MT  (+/- 180 meters Scaled)
 CG0147
 CG0147                          SUPERSEDED SURVEY CONTROL
 CG0147
 CG0147  NGVD 29 (??/??/92) 1241.690  (m)         4073.78   (f) ADJ UNCH    2 0
 CG0147
 CG0147.Superseded values are not recommended for survey control.
 CG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0147.See file dsdata.txt to determine how the superseded data were derived.
 CG0147
 CG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV825903(NAD 83)
 CG0147_MARKER: DB = BENCH MARK DISK
 CG0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0147_SP_SET: BRIDGE
 CG0147_STAMPING: F 79 1934
 CG0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0147+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 CG0147
 CG0147  HISTORY     - Date     Condition        Report By
 CG0147  HISTORY     - 1934     MONUMENTED       CGS
 CG0147  HISTORY     - 20020410 GOOD             INDIV
 CG0147
 CG0147                          STATION DESCRIPTION
 CG0147
 CG0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0147'2.3 MI SE FROM LEWIS SPRINGS.
 CG0147'2.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0147'STATION AT LEWIS SPRINGS, COCHISE COUNTY, AT BRIDGE 1061.29, IN THE
 CG0147'TOP OF THE SOUTHEAST END OF A CONCRETE HEADWALL, 8 FEET NORTHWEST OF
 CG0147'THE SOUTHEAST END, AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CG0147'TRACK.  A STANDARD DISK, STAMPED F 79 1934.
 CG0147
 CG0147                          STATION RECOVERY (2002)
 CG0147
 CG0147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0147'MONUMENT IS IN TOP OF SOUTHWEST HEADWALL OF BRIDGE 1061.29.  9 FEET
 CG0147'NORTHWESTERLY FROM SOUTH END AND 16 FEET SOUTHWESTERLY FROM CENTERLINE
 CG0147'OF TRACKS.  MARK IS APPROXIMATELY 3/4 MILES SOUTHEASTERLY ALONG TRACKS
 CG0147'FROM BRIDGE CROSSING SR 90.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0286 ***********************************************************************
 DB0286  DESIGNATION -  F 8
 DB0286  PID         -  DB0286
 DB0286  STATE/COUNTY-  AZ/YUMA
 DB0286  USGS QUAD   -  DOME (1991)
 DB0286
 DB0286                         *CURRENT SURVEY CONTROL
 DB0286  ___________________________________________________________________
 DB0286* NAD 83(1986)-  32 45 20.     (N)    114 21 44.     (W)     SCALED    
 DB0286* NAVD 88     -        58.96   (+/-2cm)     193.4    (feet)  VERTCON   
 DB0286  ___________________________________________________________________
 DB0286  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0286  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0286
 DB0286.The horizontal coordinates were scaled from a topographic map and have
 DB0286.an estimated accuracy of +/- 6 seconds.
 DB0286
 DB0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0286.The vertical order pertains to the NGVD 29 superseded value.
 DB0286
 DB0286.The geoid height was determined by GEOID03.
 DB0286
 DB0286;                    North         East    Units  Estimated Accuracy
 DB0286;SPC AZ W     -   194,820.      155,990.      MT  (+/- 180 meters Scaled)
 DB0286
 DB0286                          SUPERSEDED SURVEY CONTROL
 DB0286
 DB0286  NGVD 29 (??/??/??)   58.302  (m)          191.28   (f) ADJUSTED    1 2
 DB0286
 DB0286.Superseded values are not recommended for survey control.
 DB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0286.See file dsdata.txt to determine how the superseded data were derived.
 DB0286
 DB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS471272(NAD 83)
 DB0286_MARKER: DB = BENCH MARK DISK
 DB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0286_STAMPING: 191.279 F 8 1927
 DB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0286+STABILITY: SURFACE MOTION
 DB0286
 DB0286  HISTORY     - Date     Condition        Report By
 DB0286  HISTORY     - 1927     MONUMENTED       CGS
 DB0286  HISTORY     - 1967     GOOD             NGS
 DB0286  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0286
 DB0286                          STATION DESCRIPTION
 DB0286
 DB0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0286'AT DOME.
 DB0286'AT DOME, YUMA COUNTY, 200 FT + NORTHWEST OF POSTOFFICE BLDG.
 DB0286'29 FT NORTHEASTERLY FROM THE TELEGRAPH POLE, 23 FT NORTHEASTERLY
 DB0286'FROM TELEGRAPH LINE, 64 FT NORTHEASTERLY FROM THE CENTERLINE OF
 DB0286'THE MAIN TRACK OF THE SOUTHERN PACIFIC CO. RAILROAD.  (STATION AND
 DB0286'SEMAPHORES 7533 AND 7532 HAVE BEEN REMOVED) SET IN THE TOP OF A
 DB0286'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 DB0286
 DB0286                          STATION RECOVERY (2004)
 DB0286
 DB0286'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0182 ***********************************************************************
 CF0182  DESIGNATION -  F 80
 CF0182  PID         -  CF0182
 CF0182  STATE/COUNTY-  AZ/COCHISE
 CF0182  USGS QUAD   -  MC NEAL (1986)
 CF0182
 CF0182                         *CURRENT SURVEY CONTROL
 CF0182  ___________________________________________________________________
 CF0182* NAD 83(1986)-  31 36 40.     (N)    109 40 12.     (W)     SCALED    
 CF0182* NAVD 88     -      1267.92   (+/-2cm)    4159.8    (feet)  VERTCON   
 CF0182  ___________________________________________________________________
 CF0182  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0182
 CF0182.The horizontal coordinates were scaled from a topographic map and have
 CF0182.an estimated accuracy of +/- 6 seconds.
 CF0182
 CF0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0182.The vertical order pertains to the NGVD 29 superseded value.
 CF0182
 CF0182.The geoid height was determined by GEOID03.
 CF0182
 CF0182;                    North         East    Units  Estimated Accuracy
 CF0182;SPC AZ E     -    67,860.      260,480.      MT  (+/- 180 meters Scaled)
 CF0182
 CF0182                          SUPERSEDED SURVEY CONTROL
 CF0182
 CF0182  NGVD 29 (??/??/92) 1267.095  (m)         4157.13   (f) ADJ UNCH    2 0
 CF0182
 CF0182.Superseded values are not recommended for survey control.
 CF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0182.See file dsdata.txt to determine how the superseded data were derived.
 CF0182
 CF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV261980(NAD 83)
 CF0182_MARKER: DB = BENCH MARK DISK
 CF0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0182_STAMPING: F 80 1934
 CF0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0182+STABILITY: SURFACE MOTION
 CF0182
 CF0182  HISTORY     - Date     Condition        Report By
 CF0182  HISTORY     - 1934     MONUMENTED       CGS
 CF0182  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0182  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0182
 CF0182                          STATION DESCRIPTION
 CF0182
 CF0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0182'0.4 MI N FROM MCNEAL.
 CF0182'0.4 MILE NORTH ALONG U.S. HIGHWAY 666 FROM MCNEAL, COCHISE COUNTY, 0.2
 CF0182'MILE NORTH OF A RANCH HOUSE AND A WINDMILL, 42 FEET NORTHWEST OF A
 CF0182'POLE, AND 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CF0182'DISK, STAMPED F 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0182
 CF0182                          STATION RECOVERY (1980)
 CF0182
 CF0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0182'SEARCHED FOR BUT NOT FOUND, NEW HIGHWAY BUILT.
 CF0182
 CF0182                          STATION RECOVERY (1981)
 CF0182
 CF0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0123 ***********************************************************************
 CF0123  DESIGNATION -  F 81
 CF0123  PID         -  CF0123
 CF0123  STATE/COUNTY-  AZ/COCHISE
 CF0123  USGS QUAD   -  BISBEE SE (1958)
 CF0123
 CF0123                         *CURRENT SURVEY CONTROL
 CF0123  ___________________________________________________________________
 CF0123* NAD 83(1986)-  31 20 38.     (N)    109 50 54.     (W)     SCALED    
 CF0123* NAVD 88     -      1410.58   (+/-2cm)    4627.9    (feet)  VERTCON   
 CF0123  ___________________________________________________________________
 CF0123  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CF0123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0123
 CF0123.The horizontal coordinates were scaled from a topographic map and have
 CF0123.an estimated accuracy of +/- 6 seconds.
 CF0123
 CF0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0123.The vertical order pertains to the NGVD 29 superseded value.
 CF0123
 CF0123.The geoid height was determined by GEOID03.
 CF0123
 CF0123;                    North         East    Units  Estimated Accuracy
 CF0123;SPC AZ E     -    38,170.      243,650.      MT  (+/- 180 meters Scaled)
 CF0123
 CF0123                          SUPERSEDED SURVEY CONTROL
 CF0123
 CF0123  NGVD 29 (??/??/92) 1409.741  (m)         4625.13   (f) ADJ UNCH    2 0
 CF0123
 CF0123.Superseded values are not recommended for survey control.
 CF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0123.See file dsdata.txt to determine how the superseded data were derived.
 CF0123
 CF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV095682(NAD 83)
 CF0123_MARKER: DB = BENCH MARK DISK
 CF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0123_STAMPING: F 81 1934
 CF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0123+STABILITY: SURFACE MOTION
 CF0123
 CF0123  HISTORY     - Date     Condition        Report By
 CF0123  HISTORY     - 1934     MONUMENTED       CGS
 CF0123
 CF0123                          STATION DESCRIPTION
 CF0123
 CF0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0123'6.4 MI E FROM NACO.
 CF0123'6.4 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0123'STATION AT NACO, COCHISE COUNTY, AT A DIRT-ROAD CROSSING, 90 FEET WEST
 CF0123'OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE
 CF0123'TRACK, 40 FEET NORTHEAST OF BRIDGE 1087.47, 10 FEET NORTH OF A
 CF0123'CATTLEGUARD, AND 3 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED F
 CF0123'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0080 ***********************************************************************
 DA0080  DESIGNATION -  F 83
 DA0080  PID         -  DA0080
 DA0080  STATE/COUNTY-  AZ/PINAL
 DA0080  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0080
 DA0080                         *CURRENT SURVEY CONTROL
 DA0080  ___________________________________________________________________
 DA0080* NAD 83(1986)-  32 52 05.     (N)    112 03 43.     (W)     SCALED    
 DA0080* NAVD 88     -       438.44   (+/-2cm)    1438.4    (feet)  VERTCON   
 DA0080  ___________________________________________________________________
 DA0080  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0080
 DA0080.The horizontal coordinates were scaled from a topographic map and have
 DA0080.an estimated accuracy of +/- 6 seconds.
 DA0080
 DA0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0080.The vertical order pertains to the NGVD 29 superseded value.
 DA0080
 DA0080.The geoid height was determined by GEOID03.
 DA0080
 DA0080;                    North         East    Units  Estimated Accuracy
 DA0080;SPC AZ C     -   207,130.      199,770.      MT  (+/- 180 meters Scaled)
 DA0080
 DA0080                          SUPERSEDED SURVEY CONTROL
 DA0080
 DA0080  NGVD 29 (??/??/92)  437.845  (m)         1436.50   (f) ADJ UNCH    2 0
 DA0080
 DA0080.Superseded values are not recommended for survey control.
 DA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0080.See file dsdata.txt to determine how the superseded data were derived.
 DA0080
 DA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB006371(NAD 83)
 DA0080_MARKER: DB = BENCH MARK DISK
 DA0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0080_STAMPING: F 83 1935
 DA0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0080+STABILITY: SURFACE MOTION
 DA0080
 DA0080  HISTORY     - Date     Condition        Report By
 DA0080  HISTORY     - 1935     MONUMENTED       CGS
 DA0080  HISTORY     - 1951     GOOD             NGS
 DA0080  HISTORY     - 1975     GOOD             NGS
 DA0080  HISTORY     - 1977     GOOD             USGS
 DA0080
 DA0080                          STATION DESCRIPTION
 DA0080
 DA0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0080'5.7 MI W FROM STANFIELD.
 DA0080'5.7 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0080'STANFIELD, AT A POINT WHERE A TRACK ROAD, PARALLELLING THE FENCE,
 DA0080'DEPARTS AND LEADS NORTHWEST, ABOUT 45 FEET NORTHEAST AND ACROSS THE
 DA0080'HIGHWAY FROM MILE POST 160, 57.0 FEET NORTH OF THE CENTER LINE OF THE
 DA0080'HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7.5 FEET NORTH
 DA0080'OF A FENCE, 2.7 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0080'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0080'WITH THE HIGHWAY.
 DA0080
 DA0080                          STATION RECOVERY (1975)
 DA0080
 DA0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DA0080'RECOVERED IN GOOD CONDITION.
 DA0080
 DA0080                          STATION RECOVERY (1977)
 DA0080
 DA0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0080'STANFIELD POST OFFICE, 6.15 MI W. AND SW. OF ALONG HWY. 84. NEAR
 DA0080'MILEPOST 160 AND AT T-TRACK RD. NW. 57 FT N. OF CENTERLINE OF THE
 DA0080'HWY., 25 FT NE OF THE CENTERLINE OF TRACK RD., AND ABOUT LEVEL WITH
 DA0080'HWY. SURFACE. IN CONCRETE POST PROJECTING 0.3 ABOVE GROUND. A NGS
 DA0080'DISK STAMPED, F83 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1240 ***********************************************************************
 CZ1240  DESIGNATION -  F 84
 CZ1240  PID         -  CZ1240
 CZ1240  STATE/COUNTY-  AZ/PINAL
 CZ1240  USGS QUAD   -  CHUICHU (1992)
 CZ1240
 CZ1240                         *CURRENT SURVEY CONTROL
 CZ1240  ___________________________________________________________________
 CZ1240* NAD 83(1986)-  32 45 45.     (N)    111 45 24.     (W)     SCALED    
 CZ1240* NAVD 88     -       440.70   (+/-2cm)    1445.9    (feet)  VERTCON   
 CZ1240  ___________________________________________________________________
 CZ1240  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1240
 CZ1240.The horizontal coordinates were scaled from a topographic map and have
 CZ1240.an estimated accuracy of +/- 6 seconds.
 CZ1240
 CZ1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1240.The vertical order pertains to the NGVD 29 superseded value.
 CZ1240
 CZ1240.The geoid height was determined by GEOID03.
 CZ1240
 CZ1240;                    North         East    Units  Estimated Accuracy
 CZ1240;SPC AZ C     -   195,430.      228,350.      MT  (+/- 180 meters Scaled)
 CZ1240
 CZ1240                          SUPERSEDED SURVEY CONTROL
 CZ1240
 CZ1240  NGVD 29 (??/??/92)  440.102  (m)         1443.90   (f) ADJ UNCH    2 0
 CZ1240
 CZ1240.Superseded values are not recommended for survey control.
 CZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1240.See file dsdata.txt to determine how the superseded data were derived.
 CZ1240
 CZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291252(NAD 83)
 CZ1240_MARKER: DB = BENCH MARK DISK
 CZ1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1240_STAMPING: F 84 1935
 CZ1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1240+STABILITY: SURFACE MOTION
 CZ1240
 CZ1240  HISTORY     - Date     Condition        Report By
 CZ1240  HISTORY     - 1935     MONUMENTED       CGS
 CZ1240  HISTORY     - 1939     GOOD             NGS
 CZ1240
 CZ1240                          STATION DESCRIPTION
 CZ1240
 CZ1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CZ1240'1.9 MI N FROM CHUI CHUISCHU.
 CZ1240'1.9 MILES NORTH ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 CZ1240'CHURCH AT CHUI CHUISCHU (CHUICHU), PINAL COUNTY, 1.0 MILE SOUTH OF THE
 CZ1240'NORTHEAST BOUNDARY ENTRANCE TO THE PAPAGO INDIAN RESERVATION, 120
 CZ1240'YARDS NORTH OF A WASH WHICH CROSSES THE ROAD, AND 50 FEET WEST OF THE
 CZ1240'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 84 1935 AND SET IN
 CZ1240'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0253 ***********************************************************************
 DA0253  DESIGNATION -  F 85
 DA0253  PID         -  DA0253
 DA0253  STATE/COUNTY-  AZ/PIMA
 DA0253  USGS QUAD   -  GURLI PUT VO (1990)
 DA0253
 DA0253                         *CURRENT SURVEY CONTROL
 DA0253  ___________________________________________________________________
 DA0253* NAD 83(1986)-  32 13 15.     (N)    112 05 26.     (W)     SCALED    
 DA0253* NAVD 88     -       656.15   (+/-2cm)    2152.7    (feet)  VERTCON   
 DA0253  ___________________________________________________________________
 DA0253  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0253
 DA0253.The horizontal coordinates were scaled from a topographic map and have
 DA0253.an estimated accuracy of +/- 6 seconds.
 DA0253
 DA0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0253.The vertical order pertains to the NGVD 29 superseded value.
 DA0253
 DA0253.The geoid height was determined by GEOID03.
 DA0253
 DA0253;                    North         East    Units  Estimated Accuracy
 DA0253;SPC AZ C     -   135,370.      196,970.      MT  (+/- 180 meters Scaled)
 DA0253
 DA0253                          SUPERSEDED SURVEY CONTROL
 DA0253
 DA0253  NGVD 29 (??/??/92)  655.472  (m)         2150.49   (f) ADJ UNCH    2 0
 DA0253
 DA0253.Superseded values are not recommended for survey control.
 DA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0253.See file dsdata.txt to determine how the superseded data were derived.
 DA0253
 DA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA972654(NAD 83)
 DA0253_MARKER: DB = BENCH MARK DISK
 DA0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0253_STAMPING: F 85 1935
 DA0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0253+STABILITY: SURFACE MOTION
 DA0253
 DA0253  HISTORY     - Date     Condition        Report By
 DA0253  HISTORY     - 1935     MONUMENTED       CGS
 DA0253  HISTORY     - 1962     MARK NOT FOUND   USGS
 DA0253  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0253
 DA0253                          STATION DESCRIPTION
 DA0253
 DA0253'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA0253'5.0 MI NE FROM COVERED WELLS.
 DA0253'5.0 MILES NORTHEAST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0253'GRAVEYARD AT COVERED WELLS, PIMA COUNTY, MIDWAY BETWEEN TWO WASHES
 DA0253'WHICH CROSS THE ROAD 200 FEET APART, 100 YARDS NORTHEAST OF A ROAD
 DA0253'CURVE TO THE WEST, 110 FEET NORTH OF A TELEPHONE LINE, AND 36 FEET
 DA0253'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 85
 DA0253'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0253
 DA0253                          STATION RECOVERY (1988)
 DA0253
 DA0253'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0041 ***********************************************************************
 DA0041  DESIGNATION -  F 86
 DA0041  PID         -  DA0041
 DA0041  STATE/COUNTY-  AZ/PINAL
 DA0041  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0041
 DA0041                         *CURRENT SURVEY CONTROL
 DA0041  ___________________________________________________________________
 DA0041* NAD 83(1986)-  32 38 41.     (N)    112 10 47.     (W)     SCALED    
 DA0041* NAVD 88     -       619.62   (+/-2cm)    2032.9    (feet)  VERTCON   
 DA0041  ___________________________________________________________________
 DA0041  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0041
 DA0041.The horizontal coordinates were scaled from a topographic map and have
 DA0041.an estimated accuracy of +/- 6 seconds.
 DA0041
 DA0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0041.The vertical order pertains to the NGVD 29 superseded value.
 DA0041
 DA0041.The geoid height was determined by GEOID03.
 DA0041
 DA0041;                    North         East    Units  Estimated Accuracy
 DA0041;SPC AZ C     -   182,390.      188,680.      MT  (+/- 180 meters Scaled)
 DA0041
 DA0041                          SUPERSEDED SURVEY CONTROL
 DA0041
 DA0041  NGVD 29 (??/??/92)  618.943  (m)         2030.65   (f) ADJ UNCH    2 0
 DA0041
 DA0041.Superseded values are not recommended for survey control.
 DA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0041.See file dsdata.txt to determine how the superseded data were derived.
 DA0041
 DA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB893125(NAD 83)
 DA0041_MARKER: DB = BENCH MARK DISK
 DA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0041_STAMPING: F 86 1935
 DA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0041+STABILITY: SURFACE MOTION
 DA0041
 DA0041  HISTORY     - Date     Condition        Report By
 DA0041  HISTORY     - 1935     MONUMENTED       CGS
 DA0041  HISTORY     - 1952     GOOD             NGS
 DA0041
 DA0041                          STATION DESCRIPTION
 DA0041
 DA0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0041'5.1 MI NW FROM BITTER WELL.
 DA0041'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0041'1.9 MILE NORTHWEST ALONG A TRACK ROAD, AT A BARREN PATCH, SURROUNDED
 DA0041'WITH MESQUITE, ON THE OUTSIDE OF A CURVE, 12 FEET EAST OF THE CENTER
 DA0041'LINE OF THE ROAD, 2.2 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE
 DA0041'TOP OF A CONCRETE POST, PROJECTING 0.4 FEET ABOVE THE GROUND, AND
 DA0041'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0042 ***********************************************************************
 DA0042  DESIGNATION -  F 86 RM
 DA0042  PID         -  DA0042
 DA0042  STATE/COUNTY-  AZ/PINAL
 DA0042  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0042
 DA0042                         *CURRENT SURVEY CONTROL
 DA0042  ___________________________________________________________________
 DA0042* NAD 83(1986)-  32 38 41.     (N)    112 10 48.     (W)     SCALED    
 DA0042* NAVD 88     -       619.60   (+/-2cm)    2032.8    (feet)  VERTCON   
 DA0042  ___________________________________________________________________
 DA0042  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0042
 DA0042.The horizontal coordinates were scaled from a topographic map and have
 DA0042.an estimated accuracy of +/- 6 seconds.
 DA0042
 DA0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0042.The vertical order pertains to the NGVD 29 superseded value.
 DA0042
 DA0042.The geoid height was determined by GEOID03.
 DA0042
 DA0042;                    North         East    Units  Estimated Accuracy
 DA0042;SPC AZ C     -   182,390.      188,660.      MT  (+/- 180 meters Scaled)
 DA0042
 DA0042                          SUPERSEDED SURVEY CONTROL
 DA0042
 DA0042  NGVD 29 (??/??/92)  618.927  (m)         2030.60   (f) ADJ UNCH    2 0
 DA0042
 DA0042.Superseded values are not recommended for survey control.
 DA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0042.See file dsdata.txt to determine how the superseded data were derived.
 DA0042
 DA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB893125(NAD 83)
 DA0042_MARKER: B = BOLT
 DA0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0042+STABILITY: SURFACE MOTION
 DA0042
 DA0042  HISTORY     - Date     Condition        Report By
 DA0042  HISTORY     - UNK      MONUMENTED       USGS
 DA0042  HISTORY     - 1952     GOOD             NGS
 DA0042
 DA0042                          STATION DESCRIPTION
 DA0042
 DA0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0042'5.1 MI NW FROM BITTER WELL.
 DA0042'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0042'1.9 MILE NORTHWEST ALONG A TRACK ROAD, AT A BARREN PATCH, AT A CURVE,
 DA0042'78.3 FEET NORTHWEST OF B M F 86, 75 1/2 FEET NORTHEAST OF THE CENTER
 DA0042'LINE OF THE ROAD, AND AN IRON BOLT IN THE TOP OF A CONCRETE POST
 DA0042'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1139 ***********************************************************************
 CZ1139  DESIGNATION -  F 88
 CZ1139  PID         -  CZ1139
 CZ1139  STATE/COUNTY-  AZ/PINAL
 CZ1139  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1139
 CZ1139                         *CURRENT SURVEY CONTROL
 CZ1139  ___________________________________________________________________
 CZ1139* NAD 83(1986)-  32 46 03.     (N)    111 54 47.     (W)     SCALED    
 CZ1139* NAVD 88     -       420.94   (+/-2cm)    1381.0    (feet)  VERTCON   
 CZ1139  ___________________________________________________________________
 CZ1139  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1139
 CZ1139.The horizontal coordinates were scaled from a topographic map and have
 CZ1139.an estimated accuracy of +/- 6 seconds.
 CZ1139
 CZ1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1139.The vertical order pertains to the NGVD 29 superseded value.
 CZ1139
 CZ1139.The geoid height was determined by GEOID03.
 CZ1139
 CZ1139;                    North         East    Units  Estimated Accuracy
 CZ1139;SPC AZ C     -   195,970.      213,700.      MT  (+/- 180 meters Scaled)
 CZ1139
 CZ1139                          SUPERSEDED SURVEY CONTROL
 CZ1139
 CZ1139  NGVD 29 (??/??/92)  420.337  (m)         1379.06   (f) ADJ UNCH    2 0
 CZ1139
 CZ1139.Superseded values are not recommended for survey control.
 CZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1139.See file dsdata.txt to determine how the superseded data were derived.
 CZ1139
 CZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB144258(NAD 83)
 CZ1139_MARKER: DB = BENCH MARK DISK
 CZ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1139_STAMPING: F 88 1935
 CZ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1139+STABILITY: SURFACE MOTION
 CZ1139
 CZ1139  HISTORY     - Date     Condition        Report By
 CZ1139  HISTORY     - 1935     MONUMENTED       CGS
 CZ1139  HISTORY     - 1951     GOOD             NGS
 CZ1139  HISTORY     - 1977     GOOD             USGS
 CZ1139
 CZ1139                          STATION DESCRIPTION
 CZ1139
 CZ1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1139'4.2 MI N FROM COCKLEBUR.
 CZ1139'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1139'VILLAGE OF COCKLEBUR, AT AN ACCESS GATE IN THE NORTH BOUNDARY FENCE OF
 CZ1139'THE PAPAGO INDIAN RESERVATION, 14 1/2 FEET EAST OF THE CENTER LINE OF
 CZ1139'THE GATE, 1.2 FEET SOUTH OF THE FENCE, 2.1 FEET WEST OF A WITNESS
 CZ1139'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 CZ1139'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1139
 CZ1139                          STATION RECOVERY (1977)
 CZ1139
 CZ1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1139'ACCESS GATE HAS BEEN REMOVED. ABOUT 375 FT W. OF SEC. COR. 35, T7S
 CZ1139'R4E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0007 ***********************************************************************
 DA0007  DESIGNATION -  F 89
 DA0007  PID         -  DA0007
 DA0007  STATE/COUNTY-  AZ/MARICOPA
 DA0007  USGS QUAD   -  CONLEY WELL (1979)
 DA0007
 DA0007                         *CURRENT SURVEY CONTROL
 DA0007  ___________________________________________________________________
 DA0007* NAD 83(1986)-  32 56 33.     (N)    112 17 20.     (W)     SCALED    
 DA0007* NAVD 88     -       490.90   (+/-2cm)    1610.6    (feet)  VERTCON   
 DA0007  ___________________________________________________________________
 DA0007  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0007
 DA0007.The horizontal coordinates were scaled from a topographic map and have
 DA0007.an estimated accuracy of +/- 6 seconds.
 DA0007
 DA0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0007.The vertical order pertains to the NGVD 29 superseded value.
 DA0007
 DA0007.The geoid height was determined by GEOID03.
 DA0007
 DA0007;                    North         East    Units  Estimated Accuracy
 DA0007;SPC AZ C     -   215,440.      178,560.      MT  (+/- 180 meters Scaled)
 DA0007
 DA0007                          SUPERSEDED SURVEY CONTROL
 DA0007
 DA0007  NGVD 29 (??/??/92)  490.258  (m)         1608.45   (f) ADJ UNCH    2 0
 DA0007
 DA0007.Superseded values are not recommended for survey control.
 DA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0007.See file dsdata.txt to determine how the superseded data were derived.
 DA0007
 DA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB795456(NAD 83)
 DA0007_MARKER: DB = BENCH MARK DISK
 DA0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0007_STAMPING: F 89 1935
 DA0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0007+STABILITY: SURFACE MOTION
 DA0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0007+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0007
 DA0007  HISTORY     - Date     Condition        Report By
 DA0007  HISTORY     - 1935     MONUMENTED       CGS
 DA0007  HISTORY     - 1977     GOOD             USGS
 DA0007  HISTORY     - 20080418 GOOD             GEOCAC
 DA0007
 DA0007                          STATION DESCRIPTION
 DA0007
 DA0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0007'32.2 MI NE FROM GILDA.
 DA0007'32.2 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0007'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0007'MILES EAST ALONG STATE HIGHWAY 84, THENCE 6.9 MILES NORTH ALONG A DIRT
 DA0007'ROAD LEADING TO MOBILE.  IT IS AT THE TOP OF A SMALL SAND RIDGE, NEAR
 DA0007'THE BASE OF SOME HILLS TO THE WEST, AND 15 FEET EAST OF THE CENTERLINE
 DA0007'OF THE ROAD.  A STANDARD DISK, STAMPED F 89 1935 AND SET IN THE TOP OF
 DA0007'A CONCRETE POST.
 DA0007
 DA0007                          STATION RECOVERY (1977)
 DA0007
 DA0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0007'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0007'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0007'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0007'LINE RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0007'THENCE N. ALONG A SECTION LINE RD. FOR 3.0 MI, ABOUT 150 FT N. OF SEC
 DA0007'COR 31/T5S/R1E.
 DA0007
 DA0007                          STATION RECOVERY (2008)
 DA0007
 DA0007'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0007'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0007'THE DESCRIPTION - THE MARK IS 6.5 FEET EAST OF A FENCE. HANDHELD
 DA0007'COORDINATES
 DA0007'32 56 32.9 (N)   112 17 20.6 (W)  (NAD 83).
 DA0007' 
 DA0007'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF VEKOL ROAD
 DA0007'AND INTERSTATE HIGHWAY 8 TAKE VEKOL HIGHWAY NORTH FOR 1.9 MILES TO
 DA0007'VISTA AVENUE. TURN LEFT ON VISTA AVENUE AND GO WEST THROUGH THE GATE
 DA0007'AND ON THE INCREASINGLY DIM TRACK ROAD FOR 1.9 MILES TO ANOTHER DIM
 DA0007'TRACK ROAD. TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.1
 DA0007'MILES TO ANOTHER DIM TRACK ROAD.
 DA0007'TURN LEFT AND GO WEST ON THE DIM TRACK TOAD FOR 0.1 MILES TO A DIRT
 DA0007'ROAD. TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR 5.0 MILES TO THE
 DA0007'STATION ON THE RIGHT. TRAVEL WITH A HIGH CLEARANCE VEHICLE IS
 DA0007'RECOMMENDED ON THE DIM ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1035 ***********************************************************************
 DA1035  DESIGNATION -  F 9
 DA1035  PID         -  DA1035
 DA1035  STATE/COUNTY-  AZ/YUMA
 DA1035  USGS QUAD   -  TEXAS HILL (1982)
 DA1035
 DA1035                         *CURRENT SURVEY CONTROL
 DA1035  ___________________________________________________________________
 DA1035* NAD 83(1986)-  32 51 44.     (N)    113 41 25.     (W)     SCALED    
 DA1035* NAVD 88     -       117.95   (+/-2cm)     387.0    (feet)  VERTCON   
 DA1035  ___________________________________________________________________
 DA1035  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DA1035  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1035
 DA1035.The horizontal coordinates were scaled from a topographic map and have
 DA1035.an estimated accuracy of +/- 6 seconds.
 DA1035
 DA1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1035.The vertical order pertains to the NGVD 29 superseded value.
 DA1035
 DA1035.The geoid height was determined by GEOID03.
 DA1035
 DA1035;                    North         East    Units  Estimated Accuracy
 DA1035;SPC AZ W     -   206,480.      218,950.      MT  (+/- 180 meters Scaled)
 DA1035
 DA1035                          SUPERSEDED SURVEY CONTROL
 DA1035
 DA1035  NGVD 29 (??/??/92)  117.330  (m)          384.94   (f) ADJ UNCH    1 2
 DA1035
 DA1035.Superseded values are not recommended for survey control.
 DA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1035.See file dsdata.txt to determine how the superseded data were derived.
 DA1035
 DA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB482392(NAD 83)
 DA1035_MARKER: DB = BENCH MARK DISK
 DA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1035_STAMPING: 384.940 F 9 1927
 DA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1035+STABILITY: SURFACE MOTION
 DA1035
 DA1035  HISTORY     - Date     Condition        Report By
 DA1035  HISTORY     - 1927     MONUMENTED       CGS
 DA1035  HISTORY     - 1958     GOOD             NGS
 DA1035
 DA1035                          STATION DESCRIPTION
 DA1035
 DA1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DA1035'22.2 MI SW FROM HYDER.
 DA1035'22.2 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1035'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 25 FEET
 DA1035'EAST OF THE FOURTH POLE NORTHEAST OF MILEPOST 800, 11 POLES NORTHEAST
 DA1035'OF AN ABANDONED HIGHWAY CROSSING, 50 FEET SOUTHEAST OF THE CENTERLINE
 DA1035'OF THE TRACK, JUST INSIDE THE RIGHT OF WAY FENCE, AND LEVEL WITH THE
 DA1035'TRACK.  A STANDARD DISK, STAMPED 387.940 F 9 1927 AND SET IN THE TOP
 DA1035'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0286 ***********************************************************************
 DA0286  DESIGNATION -  F 90
 DA0286  PID         -  DA0286
 DA0286  STATE/COUNTY-  AZ/PIMA
 DA0286  USGS QUAD   -  VENTANA (1990)
 DA0286
 DA0286                         *CURRENT SURVEY CONTROL
 DA0286  ___________________________________________________________________
 DA0286* NAD 83(1986)-  32 25 44.     (N)    112 10 47.     (W)     SCALED    
 DA0286* NAVD 88     -       682.21   (+/-2cm)    2238.2    (feet)  VERTCON   
 DA0286  ___________________________________________________________________
 DA0286  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0286
 DA0286.The horizontal coordinates were scaled from a topographic map and have
 DA0286.an estimated accuracy of +/- 6 seconds.
 DA0286
 DA0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0286.The vertical order pertains to the NGVD 29 superseded value.
 DA0286
 DA0286.The geoid height was determined by GEOID03.
 DA0286
 DA0286;                    North         East    Units  Estimated Accuracy
 DA0286;SPC AZ C     -   158,450.      188,620.      MT  (+/- 180 meters Scaled)
 DA0286
 DA0286                          SUPERSEDED SURVEY CONTROL
 DA0286
 DA0286  NGVD 29 (??/??/92)  681.522  (m)         2235.96   (f) ADJ UNCH    2 0
 DA0286
 DA0286.Superseded values are not recommended for survey control.
 DA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0286.See file dsdata.txt to determine how the superseded data were derived.
 DA0286
 DA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA890885(NAD 83)
 DA0286_MARKER: DB = BENCH MARK DISK
 DA0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0286_STAMPING: F 90 1935
 DA0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0286+STABILITY: SURFACE MOTION
 DA0286
 DA0286  HISTORY     - Date     Condition        Report By
 DA0286  HISTORY     - 1935     MONUMENTED       CGS
 DA0286  HISTORY     - 1952     GOOD             NGS
 DA0286
 DA0286                          STATION DESCRIPTION
 DA0286
 DA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0286'5.5 MI E FROM VENTANA.
 DA0286'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0286'THENCE 1.75 MILES SOUTH ALONG A TRACK ROAD, ABOUT 150 YARDS NORTH OF
 DA0286'THE CROSSING OF A WIRE GATE, BETWEEN THE ROAD AND A SMALL GRAVEL WASH,
 DA0286'38 FEET SOUTHEAST AND ACROSS THE ROAD FROM A GIANT SAGUARO, 24 1/2
 DA0286'FEET NORTHWEST OF THE CENTER LINE OF A WASH, 17 FEET EAST OF THE
 DA0286'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.3 FEET NORTH OF A
 DA0286'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 DA0286'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0934 ***********************************************************************
 CZ0934  DESIGNATION -  F 91
 CZ0934  PID         -  CZ0934
 CZ0934  STATE/COUNTY-  AZ/PIMA
 CZ0934  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0934
 CZ0934                         *CURRENT SURVEY CONTROL
 CZ0934  ___________________________________________________________________
 CZ0934* NAD 83(1986)-  32 18 52.     (N)    111 55 27.     (W)     SCALED    
 CZ0934* NAVD 88     -       548.66   (+/-2cm)    1800.1    (feet)  VERTCON   
 CZ0934  ___________________________________________________________________
 CZ0934  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 CZ0934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0934
 CZ0934.The horizontal coordinates were scaled from a topographic map and have
 CZ0934.an estimated accuracy of +/- 6 seconds.
 CZ0934
 CZ0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0934.The vertical order pertains to the NGVD 29 superseded value.
 CZ0934
 CZ0934.The geoid height was determined by GEOID03.
 CZ0934
 CZ0934;                    North         East    Units  Estimated Accuracy
 CZ0934;SPC AZ C     -   145,730.      212,650.      MT  (+/- 180 meters Scaled)
 CZ0934
 CZ0934                          SUPERSEDED SURVEY CONTROL
 CZ0934
 CZ0934  NGVD 29 (??/??/92)  548.046  (m)         1798.05   (f) ADJ UNCH    2 0
 CZ0934
 CZ0934.Superseded values are not recommended for survey control.
 CZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0934.See file dsdata.txt to determine how the superseded data were derived.
 CZ0934
 CZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA130756(NAD 83)
 CZ0934_MARKER: DB = BENCH MARK DISK
 CZ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0934_STAMPING: F 91 1935
 CZ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0934+STABILITY: SURFACE MOTION
 CZ0934
 CZ0934  HISTORY     - Date     Condition        Report By
 CZ0934  HISTORY     - 1935     MONUMENTED       CGS
 CZ0934  HISTORY     - 1952     GOOD             NGS
 CZ0934
 CZ0934                          STATION DESCRIPTION
 CZ0934
 CZ0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0934'6.75 MI E FROM SANTA ROSA.
 CZ0934'6.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0934'APPROXIMATELY 3 MILES WEST-SOUTHWEST OF A WHITE PEAK WHICH IS LOCATED
 CZ0934'AT THE SOUTHWEST FOOT OF A HUGE MOUNTAIN, AT A POINT WHERE THE ROAD
 CZ0934'CROSSES SEVERAL RED SAND WASHES, 7 1/2 FEET SOUTHWEST OF THE CENTER
 CZ0934'LINE OF A SMALL WASH, 5 FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT
 CZ0934'LEVEL WITH THE ROAD, 2.2 FEET WEST OF A WITNESS POST, AND SET IN A
 CZ0934'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0888 ***********************************************************************
 CZ0888  DESIGNATION -  F 93
 CZ0888  PID         -  CZ0888
 CZ0888  STATE/COUNTY-  AZ/PIMA
 CZ0888  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0888
 CZ0888                         *CURRENT SURVEY CONTROL
 CZ0888  ___________________________________________________________________
 CZ0888* NAD 83(1986)-  32 21 03.     (N)    111 47 20.     (W)     SCALED    
 CZ0888* NAVD 88     -       577.13   (+/-2cm)    1893.5    (feet)  VERTCON   
 CZ0888  ___________________________________________________________________
 CZ0888  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0888
 CZ0888.The horizontal coordinates were scaled from a topographic map and have
 CZ0888.an estimated accuracy of +/- 6 seconds.
 CZ0888
 CZ0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0888.The vertical order pertains to the NGVD 29 superseded value.
 CZ0888
 CZ0888.The geoid height was determined by GEOID03.
 CZ0888
 CZ0888;                    North         East    Units  Estimated Accuracy
 CZ0888;SPC AZ C     -   149,770.      225,390.      MT  (+/- 180 meters Scaled)
 CZ0888
 CZ0888                          SUPERSEDED SURVEY CONTROL
 CZ0888
 CZ0888  NGVD 29 (??/??/92)  576.544  (m)         1891.54   (f) ADJ UNCH    2 0
 CZ0888
 CZ0888.Superseded values are not recommended for survey control.
 CZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0888.See file dsdata.txt to determine how the superseded data were derived.
 CZ0888
 CZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA257795(NAD 83)
 CZ0888_MARKER: DB = BENCH MARK DISK
 CZ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0888_STAMPING: F 93 1935
 CZ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0888+STABILITY: SURFACE MOTION
 CZ0888
 CZ0888  HISTORY     - Date     Condition        Report By
 CZ0888  HISTORY     - 1935     MONUMENTED       CGS
 CZ0888  HISTORY     - 1952     GOOD             NGS
 CZ0888
 CZ0888                          STATION DESCRIPTION
 CZ0888
 CZ0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0888'17.65 MI NE FROM SANTA ROSA.
 CZ0888'15.25 MILES EAST OF SANTA ROSA, THENCE 2.4 MILES NORTH ALONG A TRACK
 CZ0888'ROAD, IN A SADDLE BETWEEN SOME HILLS, ABOUT 0.3 MILE EAST OF THE EAST
 CZ0888'BASE OF A SHARP ROCKY HILL, 74 FEET NORTHWEST OF A LONE GIANT CACTUS,
 CZ0888'10 FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD, 1.8 FEET
 CZ0888'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0888'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0605 ***********************************************************************
 CZ0605  DESIGNATION -  F 94
 CZ0605  PID         -  CZ0605
 CZ0605  STATE/COUNTY-  AZ/PIMA
 CZ0605  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0605
 CZ0605                         *CURRENT SURVEY CONTROL
 CZ0605  ___________________________________________________________________
 CZ0605* NAD 83(1986)-  32 28 21.     (N)    111 29 39.     (W)     SCALED    
 CZ0605* NAVD 88     -       674.08   (+/-2cm)    2211.5    (feet)  VERTCON   
 CZ0605  ___________________________________________________________________
 CZ0605  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0605
 CZ0605.The horizontal coordinates were scaled from a topographic map and have
 CZ0605.an estimated accuracy of +/- 6 seconds.
 CZ0605
 CZ0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0605.The vertical order pertains to the NGVD 29 superseded value.
 CZ0605
 CZ0605.The geoid height was determined by GEOID03.
 CZ0605
 CZ0605;                    North         East    Units  Estimated Accuracy
 CZ0605;SPC AZ C     -   163,340.      253,070.      MT  (+/- 180 meters Scaled)
 CZ0605
 CZ0605                          SUPERSEDED SURVEY CONTROL
 CZ0605
 CZ0605  NGVD 29 (??/??/92)  673.524  (m)         2209.72   (f) ADJ UNCH    2 0
 CZ0605
 CZ0605.Superseded values are not recommended for survey control.
 CZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0605.See file dsdata.txt to determine how the superseded data were derived.
 CZ0605
 CZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA535929(NAD 83)
 CZ0605_MARKER: DB = BENCH MARK DISK
 CZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0605_STAMPING: F 94 1935
 CZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0605+STABILITY: SURFACE MOTION
 CZ0605
 CZ0605  HISTORY     - Date     Condition        Report By
 CZ0605  HISTORY     - 1935     MONUMENTED       CGS
 CZ0605  HISTORY     - 1951     GOOD             NGS
 CZ0605
 CZ0605                          STATION DESCRIPTION
 CZ0605
 CZ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0605'8.3 MI NE FROM SILVER BELL.
 CZ0605'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0605'BELL, THENCE 1.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.1 MILE EAST
 CZ0605'OF A Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTHWEST, 78 FEET
 CZ0605'SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE TOP OF A SMALL RIDGE,
 CZ0605'19 1/2 FEET SOUTH OF THE CENTER LINE OF SILVER BELL ROAD, 2.3 FEET
 CZ0605'SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 CZ0605'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 CZ0605'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0606 ***********************************************************************
 FR0606  DESIGNATION -  F 95
 FR0606  PID         -  FR0606
 FR0606  STATE/COUNTY-  AZ/MOHAVE
 FR0606  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0606
 FR0606                         *CURRENT SURVEY CONTROL
 FR0606  ___________________________________________________________________
 FR0606* NAD 83(1986)-  35 55 00.     (N)    113 51 26.     (W)     SCALED    
 FR0606* NAVD 88     -      1560.612  (meters)    5120.11   (feet)  POSTED    
 FR0606  ___________________________________________________________________
 FR0606  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0606  DYNAMIC HT  -        1558.730 (meters)    5113.93  (feet)  COMP
 FR0606  MODELED GRAV-     979,369.6   (mgal)                       NAVD 88
 FR0606
 FR0606  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0606
 FR0606.The horizontal coordinates were scaled from a topographic map and have
 FR0606.an estimated accuracy of +/- 6 seconds.
 FR0606
 FR0606.The orthometric height was determined by differential leveling
 FR0606.and adjusted by the  in 1992.
 FR0606.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0606.rate of 0.0 thru 1.0 mm/km.
 FR0606
 FR0606.The geoid height was determined by GEOID03.
 FR0606
 FR0606.The dynamic height is computed by dividing the NAVD 88
 FR0606.geopotential number by the normal gravity value computed on the
 FR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0606.degrees latitude (g = 980.6199 gals.).
 FR0606
 FR0606.The modeled gravity was interpolated from observed gravity values.
 FR0606
 FR0606;                    North         East    Units  Estimated Accuracy
 FR0606;SPC AZ W     -   545,290.      203,680.      MT  (+/- 180 meters Scaled)
 FR0606
 FR0606                          SUPERSEDED SURVEY CONTROL
 FR0606
 FR0606  NGVD 29 (??/??/92) 1559.776  (m)         5117.37   (f) ADJ UNCH    2 0
 FR0606
 FR0606.Superseded values are not recommended for survey control.
 FR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0606.See file dsdata.txt to determine how the superseded data were derived.
 FR0606
 FR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE421784(NAD 83)
 FR0606_MARKER: DB = BENCH MARK DISK
 FR0606_SETTING: 66 = SET IN ROCK OUTCROP
 FR0606_SP_SET: LIMESTONE LEDGE
 FR0606_STAMPING: F 95 1935
 FR0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0606+STABILITY: POSITION/ELEVATION WELL
 FR0606
 FR0606  HISTORY     - Date     Condition        Report By
 FR0606  HISTORY     - 1935     MONUMENTED       CGS
 FR0606  HISTORY     - 1968     GOOD             USGS
 FR0606
 FR0606                          STATION DESCRIPTION
 FR0606
 FR0606'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0606'53.1 MI NW FROM PEACH SPRINGS.
 FR0606'53.1 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, ABOUT 13.8 MILES
 FR0606'EAST OF DIAMOND BAR RANCH, ABOUT 1.9 MILES NORTH OF THE JUNCTION OF A
 FR0606'JEEP TRAIL WITH A TRACK ROAD, 100 YARDS EAST OF A GATE ACROSS THE JEEP
 FR0606'TRAIL, ON THE WEST SLOPE OF A ROCKY RIDGE, OPPOSITE A LONE BUSHY
 FR0606'JUNIPER TREE, 18 FEET EAST OF THE CENTER LINE OF THE JEEP TRAIL, IN
 FR0606'THE TOP OF A GRAY LIMESTONE LEDGE, AND ABOUT 2.0 FEET HIGHER THAN THE
 FR0606'TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0641 ***********************************************************************
 FR0641  DESIGNATION -  F 97
 FR0641  PID         -  FR0641
 FR0641  STATE/COUNTY-  AZ/MOHAVE
 FR0641  USGS QUAD   -  SPENCER CANYON (1967)
 FR0641
 FR0641                         *CURRENT SURVEY CONTROL
 FR0641  ___________________________________________________________________
 FR0641* NAD 83(1986)-  35 49 23.     (N)    113 39 00.     (W)     SCALED    
 FR0641* NAVD 88     -       344.810  (meters)    1131.26   (feet)  POSTED    
 FR0641  ___________________________________________________________________
 FR0641  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0641  DYNAMIC HT  -         344.370 (meters)    1129.82  (feet)  COMP
 FR0641  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 FR0641
 FR0641  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0641
 FR0641.The horizontal coordinates were scaled from a topographic map and have
 FR0641.an estimated accuracy of +/- 6 seconds.
 FR0641
 FR0641.The orthometric height was determined by differential leveling
 FR0641.and adjusted by the  in 1992.
 FR0641.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0641.was located on a no-check spur therefore a value was not computed.
 FR0641.No vertical observational check was made to the station.
 FR0641
 FR0641.The geoid height was determined by GEOID03.
 FR0641
 FR0641.The dynamic height is computed by dividing the NAVD 88
 FR0641.geopotential number by the normal gravity value computed on the
 FR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0641.degrees latitude (g = 980.6199 gals.).
 FR0641
 FR0641.The modeled gravity was interpolated from observed gravity values.
 FR0641
 FR0641;                    North         East    Units  Estimated Accuracy
 FR0641;SPC AZ W     -   534,900.      222,400.      MT  (+/- 180 meters Scaled)
 FR0641
 FR0641                          SUPERSEDED SURVEY CONTROL
 FR0641
 FR0641  NGVD 29 (??/??/92)  343.864  (m)         1128.16   (f) ADJ UNCH    2 0
 FR0641
 FR0641.Superseded values are not recommended for survey control.
 FR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0641.See file dsdata.txt to determine how the superseded data were derived.
 FR0641
 FR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE606675(NAD 83)
 FR0641_MARKER: DB = BENCH MARK DISK
 FR0641_SETTING: 80 = SET IN A BOULDER
 FR0641_SP_SET: BOULDER
 FR0641_STAMPING: F 97 1935
 FR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0641+STABILITY: SURFACE MOTION
 FR0641
 FR0641  HISTORY     - Date     Condition        Report By
 FR0641  HISTORY     - 1935     MONUMENTED       CGS
 FR0641  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0641
 FR0641                          STATION DESCRIPTION
 FR0641
 FR0641'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0641'26.9 MI NW FROM PEACH SPRINGS.
 FR0641'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0641'THENCE ABOUT 16.2 MILES NORTHEAST ALONG THE INDIAN GARDEN AND COLORADO
 FR0641'RIVER ROAD AND PACK TRAIL, ABOUT 0.1 MILE SOUTH OF THE SOUTH BANK OF
 FR0641'THE COLORADO RIVER, AT THE MOUTH OF SPENCER CANYON, IN THE TOP OF A
 FR0641'LARGE GRANITE BOULDER AT THE MIDDLE OF THE CANYON, AND ABOUT 30 FEET
 FR0641'HIGHER THAN THE LEVEL OF THE RIVER.  A STANDARD DISK, STAMPED F 97
 FR0641'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0834 ***********************************************************************
 DW0834  DESIGNATION -  F 99
 DW0834  PID         -  DW0834
 DW0834  STATE/COUNTY-  AZ/LA PAZ
 DW0834  USGS QUAD   -  BOUSE NW (1990)
 DW0834
 DW0834                         *CURRENT SURVEY CONTROL
 DW0834  ___________________________________________________________________
 DW0834* NAD 83(1986)-  33 59 41.     (N)    114 08 29.     (W)     SCALED    
 DW0834* NAVD 88     -       226.14   (+/-2cm)     741.9    (feet)  VERTCON   
 DW0834  ___________________________________________________________________
 DW0834  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DW0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0834
 DW0834.The horizontal coordinates were scaled from a topographic map and have
 DW0834.an estimated accuracy of +/- 6 seconds.
 DW0834
 DW0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0834.The vertical order pertains to the NGVD 29 superseded value.
 DW0834
 DW0834.The geoid height was determined by GEOID03.
 DW0834
 DW0834;                    North         East    Units  Estimated Accuracy
 DW0834;SPC AZ W     -   332,150.      177,200.      MT  (+/- 180 meters Scaled)
 DW0834
 DW0834                          SUPERSEDED SURVEY CONTROL
 DW0834
 DW0834  NGVD 29 (??/??/??)  225.529  (m)          739.92   (f) ADJUSTED    2 0
 DW0834
 DW0834.Superseded values are not recommended for survey control.
 DW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0834.See file dsdata.txt to determine how the superseded data were derived.
 DW0834
 DW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT640652(NAD 83)
 DW0834_MARKER: DB = BENCH MARK DISK
 DW0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0834_STAMPING: F 99 1935
 DW0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0834+STABILITY: SURFACE MOTION
 DW0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0834+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DW0834
 DW0834  HISTORY     - Date     Condition        Report By
 DW0834  HISTORY     - 1935     MONUMENTED       CGS
 DW0834  HISTORY     - 20060219 GOOD             USPSQD
 DW0834
 DW0834                          STATION DESCRIPTION
 DW0834
 DW0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DW0834'1 MI E FROM WALL.
 DW0834'ABOUT 1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0834'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 71 FEET
 DW0834'NORTHWEST OF MILEAGE 89.5, ABOUT 143 YARDS (13 RAILS) EAST OF
 DW0834'WOODEN BRIDGE 90 C, AND 19 FEET SOUTH OF THE CENTER LINE OF
 DW0834'THE TRACK.  A STANDARD DISK, STAMPED F 99 1935 AND SET IN THE
 DW0834'TOP OF A CONCRETE POST.
 DW0834
 DW0834                          STATION RECOVERY (2006)
 DW0834
 DW0834'RECOVERY NOTE BY US POWER SQUADRON 2006
 DW0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2518 ***********************************************************************
 CZ2518  PACS        -  This is a Primary Airport Control Station.
 CZ2518  DESIGNATION -  FAA E14 A
 CZ2518  PID         -  CZ2518
 CZ2518  STATE/COUNTY-  AZ/PIMA
 CZ2518  USGS QUAD   -  MARANA (1992)
 CZ2518
 CZ2518                         *CURRENT SURVEY CONTROL
 CZ2518  ___________________________________________________________________
 CZ2518* NAD 83(2007)-  32 24 30.65702(N)    111 12 58.37436(W)     ADJUSTED  
 CZ2518* NAVD 88     -       617.07   (meters)    2024.5    (feet)  GPS OBS   
 CZ2518  ___________________________________________________________________
 CZ2518  EPOCH DATE  -        2007.00
 CZ2518  X           -  -1,950,727.566 (meters)                     COMP
 CZ2518  Y           -  -5,025,057.382 (meters)                     COMP
 CZ2518  Z           -   3,399,077.368 (meters)                     COMP
 CZ2518  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 CZ2518  ELLIP HEIGHT-         587.463 (meters)          (02/10/07) ADJUSTED
 CZ2518  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ2518
 CZ2518  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2518  Type    PID    Designation                      North   East  Ellip
 CZ2518  -------------------------------------------------------------------
 CZ2518  NETWORK CZ2518 FAA E14 A                         1.45   1.72   3.76
 CZ2518  -------------------------------------------------------------------
 CZ2518
 CZ2518.This mark is at San Juan Pueblo Airport  (E14)
 CZ2518
 CZ2518.The horizontal coordinates were established by GPS observations
 CZ2518.and adjusted by the National Geodetic Survey in February 2007.
 CZ2518
 CZ2518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2518.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2518.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2518.The epoch date for horizontal control is a decimal equivalence
 CZ2518.of Year/Month/Day.
 CZ2518
 CZ2518.The orthometric height was determined by GPS observations and a
 CZ2518.high-resolution geoid model.
 CZ2518
 CZ2518.GPS derived orthometric heights for airport stations designated as
 CZ2518.PACS or SACS are published to 2 decimal places.  This maintains
 CZ2518.centimeter relative accuracy between the PACS and SACS.  It does
 CZ2518.not indicate centimeter accuracy relative to other marks which are
 CZ2518.part of the NAVD 88 network.
 CZ2518
 CZ2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2518
 CZ2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2518
 CZ2518.The ellipsoidal height was determined by GPS observations
 CZ2518.and is referenced to NAD 83.
 CZ2518
 CZ2518.The geoid height was determined by GEOID03.
 CZ2518
 CZ2518;                    North         East     Units Scale Factor Converg.
 CZ2518;SPC AZ C     -   156,378.830   279,246.839   MT  0.99995351   +0 22 31.5
 CZ2518;SPC AZ C     -   513,053.90    916,164.17   iFT  0.99995351   +0 22 31.5
 CZ2518;UTM  12      - 3,585,738.615   479,668.376   MT  0.99960510   -0 06 57.2
 CZ2518
 CZ2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2518!SPC AZ C     -   0.99990777  x   0.99995351  =   0.99986128
 CZ2518!UTM  12      -   0.99990777  x   0.99960510  =   0.99951291
 CZ2518
 CZ2518:                Primary Azimuth Mark                     Grid Az
 CZ2518:SPC AZ C     -  FAA E14 B                                134 51 55.8
 CZ2518:UTM  12      -  FAA E14 B                                135 21 24.5
 CZ2518
 CZ2518|---------------------------------------------------------------------|
 CZ2518| PID    Reference Object                     Distance      Geod. Az  |
 CZ2518|                                                           dddmmss.s |
 CZ2518| CZ2519 FAA E14 B                           APPROX. 0.7 KM 1351427.3 |
 CZ2518|---------------------------------------------------------------------|
 CZ2518
 CZ2518                          SUPERSEDED SURVEY CONTROL
 CZ2518
 CZ2518  NAD 83(1992)-  32 24 30.65607(N)    111 12 58.37329(W) AD(2002.00) B
 CZ2518  ELLIP H (10/18/04)  587.497  (m)                       GP(       ) 4 1
 CZ2518  ELLIP H (11/21/00)  587.445  (m)                       GP(       ) 3 1
 CZ2518  NAD 83(1986)-  32 24 30.65142(N)    111 12 58.37251(W) AD(       ) 3
 CZ2518  NAD 83(1992)-  32 24 30.65631(N)    111 12 58.37300(W) AD(       ) 3
 CZ2518  ELLIP H (09/30/92)  587.485  (m)                       GP(       ) 2 1
 CZ2518
 CZ2518.Superseded values are not recommended for survey control.
 CZ2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2518.See file dsdata.txt to determine how the superseded data were derived.
 CZ2518
 CZ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7966885739(NAD 83)
 CZ2518_MARKER: I = METAL ROD
 CZ2518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2518_SP_SET: STAINLESS STEEL ROD
 CZ2518_STAMPING: FAA E14 A 1992
 CZ2518_MARK LOGO: NGS   
 CZ2518_PROJECTION: FLUSH
 CZ2518_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2518+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 CZ2518
 CZ2518  HISTORY     - Date     Condition        Report By
 CZ2518  HISTORY     - 1992     MONUMENTED       NGS
 CZ2518  HISTORY     - 20040301 GOOD             MSAM
 CZ2518
 CZ2518                          STATION DESCRIPTION
 CZ2518
 CZ2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2518'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTHWEST OF TUCSON, 7 KM
 CZ2518'(4.3 MI) SOUTH OF MARANA, AT THE AVRA VALLEY AIRPORT, IN A SQUARE
 CZ2518'MEDIAN AREA FORMED BY THE JUNCTION OF RUNWAYS 12-30, 3-21 AND THE
 CZ2518'PARALLEL TAXIWAYS.  OWNERSHIP--PIMA COUNTY DEPARTMENT OF
 CZ2518'TRANSPORTATION, 1313 SOUTH MISSION ROAD, TUCSON, AZ 85713.  AIRPORT
 CZ2518'MANAGER IS JESSE CRAFT, PHONE 602-882-2660.
 CZ2518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2518'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2518'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.50 KM (5.28 MI) TO THE AIRPORT
 CZ2518'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2518'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF TERMINAL
 CZ2518'BUILDING. (NOTE--DUE TO CONSTRUCTION, A TEMPORARY ROUTE TO STATION IS
 CZ2518'LISTED AT END OF THIS DESCRIPTION).
 CZ2518'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 CZ2518'ENCASED IN A GREASE SLEEVE IN A PVC PIPE WITH LOGO CAP SET FLUSH WITH
 CZ2518'THE GROUND. LOCATED 71.7 M (235.2 FT) NORTHWEST OF A TAXIWAY CENTER
 CZ2518'AT THE STOP LINE, 41.8 M (137.1 FT) SOUTHWEST OF THE CENTER OF RUNWAY
 CZ2518'12-30, 38.5 M (126.3 FT) SOUTHEAST OF THE CENTER OF RUNWAY 3-21, 34.8
 CZ2518'M (114.2 FT) NORTHEAST OF A TAXIWAY CENTER AT THE STOP LINE, 24.0 M
 CZ2518'(78.7 FT) NORTHWEST OF THE WEST CORNER OF CONCRETE PAD FOR THE
 CZ2518'12-30 RUNWAY SIGN AND 0.5 M (1.6 FT) SOUTHEAST OF A SHORT FIBERGLASS
 CZ2518'WITNESS POST.
 CZ2518'TEMPORARY ROUTE TO STATION--TO REACH FROM THE JUNCTION OF THE ENTRANCE
 CZ2518'ROAD AND AVRA VALLEY ROAD, GO EAST ON AVRA VALLEY ROAD FOR 0.40 KM
 CZ2518'(0.25 MI) TO A DIRT ROAD LEFT (CONSTRUCTION ENTRANCE).  TURN LEFT,
 CZ2518'THEN NORTHEAST, ON THE MIDDLE ONE OF THREE ROADS FOR 0.17 KM
 CZ2518'(0.11 MI) TO PAVEMENT AT HANGAR.  BEAR RIGHT, THEN LEFT AROUND HANGAR
 CZ2518'FOR 0.05 KM (0.03 MI) TO A RAMP ON THE RIGHT.  TURN RIGHT, NORTHEAST,
 CZ2518'FOR 0.09 KM (0.06 MI) TO THE TAXI.  TURN LEFT, NORTHWEST, ON TAXI FOR
 CZ2518'0.42 KM (0.26 MI) TO THE STOP LINE FOR RUNWAY 3-21.  TURN RIGHT INTO
 CZ2518'DIRT AREA FOR 70 M (229.7 FT) TO THE STATION.
 CZ2518
 CZ2518                          STATION RECOVERY (2004)
 CZ2518
 CZ2518'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ2518'DESCRIBED BY MSM 2004 (DJK) THE STATION IS LOCATED ABOUT 30 KM (18.6
 CZ2518'MI) NORTHWEST OF TUCSON, 7 KM (4.3 MI) SOUTH OF MARANA, AT THE AVRA
 CZ2518'VALLEY AIRPORT, IN A SQUARE MEDIAN AREA FORMED BY THE JUNCTION OF
 CZ2518'RUNWAYS 12-30, 3-21 AND THE PARALLEL TAXIWAYS.  AIRPORT ADDRESS 11700
 CZ2518'WEST AVRA VALLEY ROAD, MARANA, AZ. AIRPORT MANAGER IS CHARLES MANGUM
 CZ2518'(520-682-9565).
 CZ2518' 
 CZ2518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2518'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2518'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.5 KM (5.28 MI) TO THE AIRPORT
 CZ2518'ENTRANCE ROAD TO THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2518'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF THE FBO.  GO
 CZ2518'THROUGH THE GATE NORTH NORTHWESTERLY FOR .16 KM (0.1 MI) TO THE
 CZ2518'JUNCTION OF TAXIWAYS B AND B1.  TURN RIGHT (NORTHEAST) ON MAIN TAXIWAY
 CZ2518'B FOR .32 KM (0.2 MI) TO THE JUNCTION OF TAXIWAY B AND TAXIWAY A.
 CZ2518'CONTINUE THROUGH THE INTERSECTION FOR 61.0 M (200') TO THE STATION ON
 CZ2518'THE LEFT.
 CZ2518' 
 CZ2518'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 CZ2518'REFUSAL.  ENCASED IN A 0.9 M (3.0 FT) LONG GREASED PVC PIPE, ENCLOSED
 CZ2518'IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 CZ2518'FLUSH  WITH THE GROUND.  IT IS 27.3 M (89.6 FT) NORTHWEST OF THE
 CZ2518'NORTHWEST EDGE OF TAXIWAY B, IT IS 26.8 M (87.9 FT) SOUTHEAST OF THE
 CZ2518'SOUTHEAST EDGE OF RUNWAY 3-21, AND 26.0 M (85.3 FT) SOUTHWEST OF THE
 CZ2518'SOUTHWEST EDGE OF RUNWAY 12-30. .49 M (1.6 FT) SOUTHEAST OF A  SHORT
 CZ2518'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2519 ***********************************************************************
 CZ2519  SACS        -  This is a Secondary Airport Control Station.
 CZ2519  DESIGNATION -  FAA E14 B
 CZ2519  PID         -  CZ2519
 CZ2519  STATE/COUNTY-  AZ/PIMA
 CZ2519  USGS QUAD   -  MARANA (1992)
 CZ2519
 CZ2519                         *CURRENT SURVEY CONTROL
 CZ2519  ___________________________________________________________________
 CZ2519* NAD 83(2007)-  32 24 14.98425(N)    111 12 40.05497(W)     ADJUSTED  
 CZ2519* NAVD 88     -       618.37   (meters)    2028.8    (feet)  GPS OBS   
 CZ2519  ___________________________________________________________________
 CZ2519  EPOCH DATE  -        2007.00
 CZ2519  X           -  -1,950,375.281 (meters)                     COMP
 CZ2519  Y           -  -5,025,472.882 (meters)                     COMP
 CZ2519  Z           -   3,398,670.440 (meters)                     COMP
 CZ2519  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CZ2519  ELLIP HEIGHT-         588.783 (meters)          (02/10/07) ADJUSTED
 CZ2519  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ2519
 CZ2519  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2519  Type    PID    Designation                      North   East  Ellip
 CZ2519  -------------------------------------------------------------------
 CZ2519  NETWORK CZ2519 FAA E14 B                         1.57   1.82   4.17
 CZ2519  -------------------------------------------------------------------
 CZ2519
 CZ2519.This mark is at San Juan Pueblo Airport  (E14)
 CZ2519
 CZ2519.The horizontal coordinates were established by GPS observations
 CZ2519.and adjusted by the National Geodetic Survey in February 2007.
 CZ2519
 CZ2519.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2519.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2519.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2519.The epoch date for horizontal control is a decimal equivalence
 CZ2519.of Year/Month/Day.
 CZ2519
 CZ2519.The orthometric height was determined by GPS observations and a
 CZ2519.high-resolution geoid model.
 CZ2519
 CZ2519.GPS derived orthometric heights for airport stations designated as
 CZ2519.PACS or SACS are published to 2 decimal places.  This maintains
 CZ2519.centimeter relative accuracy between the PACS and SACS.  It does
 CZ2519.not indicate centimeter accuracy relative to other marks which are
 CZ2519.part of the NAVD 88 network.
 CZ2519
 CZ2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2519
 CZ2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2519
 CZ2519.The ellipsoidal height was determined by GPS observations
 CZ2519.and is referenced to NAD 83.
 CZ2519
 CZ2519.The geoid height was determined by GEOID03.
 CZ2519
 CZ2519;                    North         East     Units Scale Factor Converg.
 CZ2519;SPC AZ C     -   155,899.229   279,728.698   MT  0.99995430   +0 22 41.2
 CZ2519;SPC AZ C     -   511,480.41    917,745.07   iFT  0.99995430   +0 22 41.2
 CZ2519;UTM  12      - 3,585,255.068   480,145.938   MT  0.99960486   -0 06 47.3
 CZ2519
 CZ2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2519!SPC AZ C     -   0.99990756  x   0.99995430  =   0.99986187
 CZ2519!UTM  12      -   0.99990756  x   0.99960486  =   0.99951246
 CZ2519
 CZ2519:                Primary Azimuth Mark                     Grid Az
 CZ2519:SPC AZ C     -  FAA E14 A                                314 51 55.9
 CZ2519:UTM  12      -  FAA E14 A                                315 21 24.4
 CZ2519
 CZ2519|---------------------------------------------------------------------|
 CZ2519| PID    Reference Object                     Distance      Geod. Az  |
 CZ2519|                                                           dddmmss.s |
 CZ2519| CZ2518 FAA E14 A                           APPROX. 0.7 KM 3151437.1 |
 CZ2519|---------------------------------------------------------------------|
 CZ2519
 CZ2519                          SUPERSEDED SURVEY CONTROL
 CZ2519
 CZ2519  NAD 83(1992)-  32 24 14.98375(N)    111 12 40.05387(W) AD(2002.00) 1
 CZ2519  ELLIP H (10/18/04)  588.820  (m)                       GP(       ) 4 1
 CZ2519  ELLIP H (11/21/00)  588.772  (m)                       GP(       ) 3 1
 CZ2519  NAD 83(1986)-  32 24 14.97856(N)    111 12 40.05312(W) AD(       ) 3
 CZ2519  NAD 83(1992)-  32 24 14.98345(N)    111 12 40.05361(W) AD(       ) 3
 CZ2519  ELLIP H (09/30/92)  588.811  (m)                       GP(       ) 2 1
 CZ2519
 CZ2519.Superseded values are not recommended for survey control.
 CZ2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2519.See file dsdata.txt to determine how the superseded data were derived.
 CZ2519
 CZ2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8014685255(NAD 83)
 CZ2519_MARKER: I = METAL ROD
 CZ2519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ2519_SP_SET: STAINLESS STEEL ROD
 CZ2519_STAMPING: FAA E14 B 1992
 CZ2519_MARK LOGO: NGS   
 CZ2519_PROJECTION: FLUSH
 CZ2519_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2519+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 CZ2519
 CZ2519  HISTORY     - Date     Condition        Report By
 CZ2519  HISTORY     - 1992     MONUMENTED       NGS
 CZ2519  HISTORY     - 20040301 GOOD             MSAM
 CZ2519
 CZ2519                          STATION DESCRIPTION
 CZ2519
 CZ2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2519'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTHWEST OF TUCSON, 7 KM
 CZ2519'(4.3 MI) SOUTH OF MARANA, AT THE AVRA VALLEY AIRPORT, IN A MEDIAN
 CZ2519'NEAR THE END OF RUNWAY 12-30.  OWNERSHIP--PIMA COUNTY DEPARTMENT OF
 CZ2519'TRANSPORTATION, 1313 SOUTH MISSION ROAD, TUCSON, AZ 85713.  AIRPORT
 CZ2519'MANAGER IS JESSE CRAFT, PHONE 602-882-2660.
 CZ2519'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2519'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2519'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.50 KM (5.28 MI) TO THE AIRPORT
 CZ2519'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2519'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF TERMINAL
 CZ2519'BUILDING. (NOTE--DUE TO CONSTRUCTION, A TEMPORARY ROUTE TO STATION IS
 CZ2519'LISTED AT END OF THIS DESCRIPTION).
 CZ2519'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 CZ2519'ENCASED IN A GREASE SLEEVE IN A PVC PIPE WITH LOGO CAP SET FLUSH WITH
 CZ2519'THE GROUND.  LOCATED 83.4 M (273.6 FT) NORTHEAST OF THE CENTER OF THE
 CZ2519'PARALLEL TAXIWAY, 38.8 M (127.3 FT) SOUTHWEST OF THE CENTER OF RUNWAY
 CZ2519'12-30, 35.1 M (115.2 FT) NORTHWEST OF THE TAXIWAY CENTER AT THE STOP
 CZ2519'LINE, 21.3 M (69.9 FT) NORTHWEST OF THE WEST CORNER OF CONCRETE PAD
 CZ2519'FOR THE -30- SIGN AND 0.6 M (2.0 FT) SOUTHEAST OF A SHORT FIBERGLASS
 CZ2519'WITNESS POST.
 CZ2519'TEMPORARY ROUTE TO STATION--TO REACH FROM THE JUNCTION OF THE ENTRANCE
 CZ2519'ROAD AND AVRA VALLEY ROAD, GO EAST ON AVRA VALLEY ROAD FOR 0.40 KM
 CZ2519'(0.25 MI) TO A DIRT ROAD LEFT (CONSTRUCTION ENTRANCE).  TURN LEFT,
 CZ2519'THEN NORTHEAST, ON THE MIDDLE ONE OF THREE ROADS FOR 0.17 KM
 CZ2519'(0.11 MI) TO PAVEMENT AT HANGAR.  BEAR RIGHT, THEN LEFT AROUND HANGAR
 CZ2519'FOR 0.05 KM (0.03 MI) TO A RAMP ON THE RIGHT.  TURN RIGHT, NORTHEAST,
 CZ2519'FOR 0.09 KM (0.06 MI) TO THE TAXI.  TURN RIGHT, SOUTHEAST, ON TAXI
 CZ2519'FOR 0.36 KM (0.22 MI) TO THE STOP LINE AT RUNWAY 30 AND STATION ON
 CZ2519'THE LEFT.
 CZ2519
 CZ2519                          STATION RECOVERY (2004)
 CZ2519
 CZ2519'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ2519'DESCRIBED BY MSM 2004 (DJK) THE STATION IS LOCATED ABOUT 30 KM (18.6
 CZ2519'MI) NORTHWEST OF TUCSON, 7 KM (4.3 MI) SOUTH OF MARANA, AT THE AVRA
 CZ2519'VALLEY AIRPORT, IN A MEDIAN NEAR THE END OF RUNWAY 12-30.  AIRPORT
 CZ2519'ADDRESS 11700 WEST AVRA VALLEY ROAD, MARANA, AZ.  AIRPORT MANAGER IS
 CZ2519'CHARLES MANGUM (520-682-9565).
 CZ2519' 
 CZ2519'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2519'AVRA VALLEY ROAD (EXIT 242), ABOUT 7 KM (4.3 MI) SOUTHEAST OF MARANA,
 CZ2519'GO WESTERLY ON AVRA VALLEY ROAD FOR 8.5 KM (5.28 MI) TO THE AIRPORT
 CZ2519'ENTRANCE ROAD TO THE RIGHT.  TURN RIGHT, NORTHERLY, ON ENTRANCE ROAD
 CZ2519'FOR 0.08 KM (0.05 MI) TO A CLOSED GATE ON EAST SIDE OF THE FBO.  GO
 CZ2519'THROUGH THE GATE NORTH NORTHWESTERLY FOR .16 M (0.1 MI) TO THE
 CZ2519'JUNCTION OF TAXIWAYS B AND B1.  TURN RIGHT (NORTHEAST) ON MAIN TAXIWAY
 CZ2519'B FOR .32 KM (0.2 MI) TO THE INTERSECTION OF MAIN TAXIWAYS A AND B.
 CZ2519'TURN RIGHT (SOUTHEAST) ON  TAXIWAY A FOR .64 KM (0.4 MI) TO THE
 CZ2519'STATION ON THE LEFT.
 CZ2519' 
 CZ2519'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 CZ2519'REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED PVC PIPE, ENCLOSED
 CZ2519'IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 CZ2519'FLUSH WITH THE GROUND.  IT IS 86.4 M (283.46 FT) NORTHEAST OF THE
 CZ2519'CENTER LINE OF TAXIWAY A, 49.4 M (162 FT) NORTHWEST OF THE TAXIWAY
 CZ2519'CENTER AT THE STOP LINE, AND 23.3 M (76.4 FT) SOUTHWEST OF THE
 CZ2519'SOUTHWEST EDGE OF RUNWAY 30-12. .61 M (2.0 FT) SOUTHEAST OF A SHORT
 CZ2519'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1181 ***********************************************************************
 ES1181  DESIGNATION -  FAA E69 A
 ES1181  PID         -  ES1181
 ES1181  STATE/COUNTY-  AZ/GILA
 ES1181  USGS QUAD   -  PAYSON NORTH (1973)
 ES1181
 ES1181                         *CURRENT SURVEY CONTROL
 ES1181  ___________________________________________________________________
 ES1181* NAD 83(2007)-  34 15 23.92402(N)    111 20 21.18067(W)     ADJUSTED  
 ES1181* NAVD 88     -      1563.8    (meters)    5131.     (feet)  GPS OBS   
 ES1181  ___________________________________________________________________
 ES1181  EPOCH DATE  -        2007.00
 ES1181  X           -  -1,920,808.272 (meters)                     COMP
 ES1181  Y           -  -4,916,672.235 (meters)                     COMP
 ES1181  Z           -   3,570,878.000 (meters)                     COMP
 ES1181  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 ES1181  ELLIP HEIGHT-        1538.195 (meters)          (02/10/07) ADJUSTED
 ES1181  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ES1181
 ES1181  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES1181  Type    PID    Designation                      North   East  Ellip
 ES1181  -------------------------------------------------------------------
 ES1181  NETWORK ES1181 FAA E69 A                         1.67   1.37   5.12
 ES1181  -------------------------------------------------------------------
 ES1181
 ES1181.The horizontal coordinates were established by GPS observations
 ES1181.and adjusted by the National Geodetic Survey in February 2007.
 ES1181
 ES1181.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES1181.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES1181.The horizontal coordinates are valid at the epoch date displayed above.
 ES1181.The epoch date for horizontal control is a decimal equivalence
 ES1181.of Year/Month/Day.
 ES1181
 ES1181.The orthometric height was determined by GPS observations and a
 ES1181.high-resolution geoid model.
 ES1181
 ES1181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1181
 ES1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1181
 ES1181.The ellipsoidal height was determined by GPS observations
 ES1181.and is referenced to NAD 83.
 ES1181
 ES1181.The geoid height was determined by GEOID03.
 ES1181
 ES1181;                    North         East     Units Scale Factor Converg.
 ES1181;SPC AZ E     -   361,741.399   105,369.084   MT  1.00004371   -0 39 36.3
 ES1181;SPC AZ E     - 1,186,815.61    345,699.09   iFT  1.00004371   -0 39 36.3
 ES1181;UTM  12      - 3,790,664.966   468,768.516   MT  0.99961202   -0 11 27.4
 ES1181
 ES1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1181!SPC AZ E     -   0.99975859  x   1.00004371  =   0.99980229
 ES1181!UTM  12      -   0.99975859  x   0.99961202  =   0.99937071
 ES1181
 ES1181:                Primary Azimuth Mark                     Grid Az
 ES1181:SPC AZ E     -  FAA E69 B                                255 41 51.6
 ES1181:UTM  12      -  FAA E69 B                                255 13 42.7
 ES1181
 ES1181|---------------------------------------------------------------------|
 ES1181| PID    Reference Object                     Distance      Geod. Az  |
 ES1181|                                                           dddmmss.s |
 ES1181| ES1182 FAA E69 B                           APPROX. 0.6 KM 2550215.3 |
 ES1181|---------------------------------------------------------------------|
 ES1181
 ES1181                          SUPERSEDED SURVEY CONTROL
 ES1181
 ES1181  ELLIP H (11/21/00) 1538.199  (m)                       GP(       ) 3 1
 ES1181  NAD 83(1992)-  34 15 23.92158(N)    111 20 21.18294(W) AD(       ) 3
 ES1181  NAD 83(1992)-  34 15 23.92370(N)    111 20 21.18002(W) AD(       ) 3
 ES1181  ELLIP H (09/30/92) 1538.315  (m)                       GP(       ) 2 1
 ES1181
 ES1181.Superseded values are not recommended for survey control.
 ES1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1181.See file dsdata.txt to determine how the superseded data were derived.
 ES1181
 ES1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6876990665(NAD 83)
 ES1181_MARKER: I = METAL ROD
 ES1181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES1181_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ES1181_STAMPING: FAA E69 A
 ES1181_MARK LOGO: NGS   
 ES1181_PROJECTION: FLUSH
 ES1181_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1181+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ES1181_ROD/PIPE-DEPTH: 4.9  meters
 ES1181_SLEEVE-DEPTH  : 1 meters
 ES1181
 ES1181  HISTORY     - Date     Condition        Report By
 ES1181  HISTORY     - 1992     MONUMENTED       NGS
 ES1181  HISTORY     - 19920615 GOOD             NGS
 ES1181
 ES1181                          STATION DESCRIPTION
 ES1181
 ES1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ES1181'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) NORTHWEST OF PAYSON, 2 KM
 ES1181'(1.2 MI) WEST OF STATE HIGHWAY 87, AT THE PAYSON AIRPORT, IN THE
 ES1181'MEDIAN BETWEEN THE RUNWAY AND TAXIWAY, AT A CONNECTING RAMP.
 ES1181'OWNERSHIP--U.S. FOREST SERVICE, TONTO NATIONAL FOREST.  AIRPORT
 ES1181'MANAGER IS RICHARD HENRY, 800 WEST AIRPORT ROAD, PAYSON AZ 85541.
 ES1181'PHONE 602-474-5486.
 ES1181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 260 IN
 ES1181'PAYSON, GO NORTH ON HIGHWAY 87 FOR 1.84 KM (1.14 MI) TO A PAVED
 ES1181'CROSSROAD. TURN LEFT, WESTERLY, ON WEST AIRPORT ROAD FOR 1.37 KM
 ES1181'(0.85 MI) TO A PAVED LANE RIGHT LEADING DOWNHILL (AT BEGINNING OF A
 ES1181'HIGH CHAINLINK FENCE) JUST BEFORE REACHING THE AIRPORT OFFICE ON THE
 ES1181'RIGHT.  TURN RIGHT ON PAVED LANE FOR 0.06 KM (0.04 MI) TO A CLOSED
 ES1181'GATE.  PASS THROUGH GATE AND CONTINUE FOR 40 M (131.2 FT) TO THE
 ES1181'TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.20 KM (0.12 MI) TO
 ES1181'JUST BEFORE A CONNECTOR ON THE RIGHT AND THE STATION ON THE RIGHT.
 ES1181'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 ES1181'ENCASED IN A GREASE SLEEVE IN A PVC PIPE WITH LOGO CAP SET FLUSH WITH
 ES1181'THE GROUND.  LOCATED 37.4 M (122.7 FT) SOUTHWEST OF THE CONNECTOR
 ES1181'CENTER, 26.7 M (87.6 FT) NORTHWEST OF THE TAXIWAY CENTER AND 19.2 M
 ES1181'(63.0 FT) SOUTHEAST OF THE RUNWAY CENTER (RUNWAY MAY BE WIDENED IN
 ES1181'THE NEAR FUTURE).
 ES1181
 ES1181                          STATION RECOVERY (1992)
 ES1181
 ES1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ES1181'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT ABOUT 2750 FT
 ES1181'(838.2 M) WEST OF RUNWAY END 24.  IT IS 121.9 FT (37.2 M) NORTHEAST OF
 ES1181'THE CENTERLINE OF THE CONNECTING TAXIWAY (NEAREST CENTER OF RUNWAY),
 ES1181'87.5 FT (26.7 M) NORTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY,
 ES1181'AND 70.1 FT (21.4 M) SOUTHEAST OF THE CENTERLINE OF RUNWAY 6-24.  IT
 ES1181'IS A PUNCH MARK IN THE CENTER OF A STAINLESS STEEL ROD SET IN A LOGO
 ES1181'CAP STAMPED FAA E96 A AND FLUSH WITH THE GROUND. NOTE, GPS POSITION BY
 ES1181'NGS, ELEVATION ESTABLISHED BY AIRPORT SURVEYS 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1182 ***********************************************************************
 ES1182  DESIGNATION -  FAA E69 B
 ES1182  PID         -  ES1182
 ES1182  STATE/COUNTY-  AZ/GILA
 ES1182  USGS QUAD   -  PAYSON NORTH (1973)
 ES1182
 ES1182                         *CURRENT SURVEY CONTROL
 ES1182  ___________________________________________________________________
 ES1182* NAD 83(2007)-  34 15 18.75380(N)    111 20 44.47700(W)     NO CHECK  
 ES1182* NAVD 88     -      1566.9    (meters)    5141.     (feet)  GPS OBS   
 ES1182  ___________________________________________________________________
 ES1182  EPOCH DATE  -        2007.00
 ES1182  X           -  -1,921,397.152 (meters)                     COMP
 ES1182  Y           -  -4,916,541.197 (meters)                     COMP
 ES1182  Z           -   3,570,748.044 (meters)                     COMP
 ES1182  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 ES1182  ELLIP HEIGHT-        1541.305 (meters)          (02/10/07) NO CHECK
 ES1182  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 ES1182
 ES1182  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES1182  Type    PID    Designation                      North   East  Ellip
 ES1182  -------------------------------------------------------------------
 ES1182  NETWORK ES1182 FAA E69 B                         3.31   2.98  11.37
 ES1182  -------------------------------------------------------------------
 ES1182
 ES1182.The horizontal coordinates were established by GPS observations
 ES1182.and adjusted by the National Geodetic Survey in February 2007.
 ES1182
 ES1182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES1182.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES1182.No horizontal observational check was made to the station.
 ES1182.The horizontal coordinates are valid at the epoch date displayed above.
 ES1182.The epoch date for horizontal control is a decimal equivalence
 ES1182.of Year/Month/Day.
 ES1182
 ES1182.The orthometric height was determined by GPS observations and a
 ES1182.high-resolution geoid model.
 ES1182
 ES1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1182
 ES1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1182
 ES1182.The ellipsoidal height was determined by GPS observations
 ES1182.and is referenced to NAD 83.
 ES1182
 ES1182.The geoid height was determined by GEOID03.
 ES1182
 ES1182;                    North         East     Units Scale Factor Converg.
 ES1182;SPC AZ E     -   361,588.978   104,771.215   MT  1.00004530   -0 39 49.4
 ES1182;SPC AZ E     - 1,186,315.54    343,737.58   iFT  1.00004530   -0 39 49.4
 ES1182;UTM  12      - 3,790,507.722   468,172.173   MT  0.99961249   -0 11 40.5
 ES1182
 ES1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1182!SPC AZ E     -   0.99975810  x   1.00004530  =   0.99980339
 ES1182!UTM  12      -   0.99975810  x   0.99961249  =   0.99937069
 ES1182
 ES1182:                Primary Azimuth Mark                     Grid Az
 ES1182:SPC AZ E     -  FAA E69 A                                075 41 51.6
 ES1182:UTM  12      -  FAA E69 A                                075 13 42.7
 ES1182
 ES1182|---------------------------------------------------------------------|
 ES1182| PID    Reference Object                     Distance      Geod. Az  |
 ES1182|                                                           dddmmss.s |
 ES1182| ES1181 FAA E69 A                           APPROX. 0.6 KM 0750202.2 |
 ES1182|---------------------------------------------------------------------|
 ES1182
 ES1182                          SUPERSEDED SURVEY CONTROL
 ES1182
 ES1182  ELLIP H (11/21/00) 1541.310  (m)                       GP(       ) 3 1
 ES1182  NAD 83(1992)-  34 15 18.75136(N)    111 20 44.47927(W) AD(       ) 3
 ES1182  NAD 83(1992)-  34 15 18.75348(N)    111 20 44.47635(W) AD(       ) 3
 ES1182  ELLIP H (09/30/92) 1541.425  (m)                       GP(       ) 2 1
 ES1182
 ES1182.Superseded values are not recommended for survey control.
 ES1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1182.See file dsdata.txt to determine how the superseded data were derived.
 ES1182
 ES1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6817290508(NAD 83)
 ES1182_MARKER: I = METAL ROD
 ES1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES1182_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ES1182_STAMPING: FAA E69 B
 ES1182_MARK LOGO: NGS   
 ES1182_PROJECTION: FLUSH
 ES1182_MAGNETIC: I = MARKER IS A STEEL ROD
 ES1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1182+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ES1182_ROD/PIPE-DEPTH: 2.13 meters
 ES1182_SLEEVE-DEPTH  : 1 meters
 ES1182
 ES1182  HISTORY     - Date     Condition        Report By
 ES1182  HISTORY     - 1992     MONUMENTED       NGS
 ES1182  HISTORY     - 19920615 GOOD             NGS
 ES1182
 ES1182                          STATION DESCRIPTION
 ES1182
 ES1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ES1182'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) NORTHWEST OF PAYSON, 2 KM
 ES1182'(1.2 MI) WEST OF STATE HIGHWAY 87, AT THE PAYSON AIRPORT, IN THE
 ES1182'MEDIAN BETWEEN THE RUNWAY AND TAXIWAY, AT A CONNECTING RAMP AT HIGH
 ES1182'GROUND.  OWNERSHIP--U.S. FOREST SERVICE, TONTO NATIONAL FOREST.
 ES1182'AIRPORT MANAGER IS RICHARD HENRY, 800 WEST AIRPORT ROAD, PAYSON AZ
 ES1182'85541.  PHONE 602-474-5486.
 ES1182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 260 IN
 ES1182'PAYSON, GO NORTH ON HIGHWAY 87 FOR 1.84 KM (1.14 MI) TO A PAVED
 ES1182'CROSSROAD. TURN LEFT, WESTERLY, ON WEST AIRPORT ROAD FOR 1.37 KM
 ES1182'(0.85 MI) TO A PAVED LANE RIGHT LEADING DOWNHILL (AT BEGINNING OF A
 ES1182'HIGH CHAINLINK FENCE) JUST BEFORE REACHING THE AIRPORT OFFICE ON THE
 ES1182'RIGHT.  TURN RIGHT ON PAVED LANE FOR 0.06 KM (0.04 MI) TO A CLOSED
 ES1182'GATE.  PASS THROUGH GATE AND CONTINUE FOR 40 M (131.2 FT) TO THE
 ES1182'TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.81 KM (0.50 MI) TO A
 ES1182'CONNECTOR ON THE RIGHT AND THE STATION ON THE RIGHT.
 ES1182'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 ES1182'GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ES1182'GROUND.  LOCATED 218 M (715.2 FT) NORTHEAST OF THE RUNWAY END, 29.3 M
 ES1182'(96.1 FT) SOUTHEAST OF THE RUNWAY CENTER, 23.9 M (78.4 FT) NORTHEAST
 ES1182'OF THE CONNECTOR CENTER, 16.5 M (54.1 FT) NORTHWEST OF THE TAXI
 ES1182'CENTER AND 9.3 M (30.5 FT) NORTHEAST OF A RAMP LIGHT.
 ES1182
 ES1182                          STATION RECOVERY (1992)
 ES1182
 ES1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ES1182'THE STATION IS LOCATED IN THE WEST PART OF THE AIRPORT ABOUT 730 FT
 ES1182'(222.5 M) EAST OF THE CENTERLINE END OF RWY 6.  IT IS 103.1 FT (31.4
 ES1182'M) SOUTHEAST OF THE CENTERLINE OF RWY 6-24, 78.0 FT (23.8 M) NORTHEAST
 ES1182'OF THE CENTERLINE OF THE CONNECTING TAXIWAY (FIRST ONE NE OF END), AND
 ES1182'54.6 FT (16.6 M) NORTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY.
 ES1182'IT IS A PUNCHMARK IN THE TOP OF A STAINLESS STEEL ROD SET IN A LOGO
 ES1182'CAP STAMPED FAA E69 AND FLUSH WITH THE GROUND. NOTE, GPS POSITION BY
 ES1182'NGS, ELEVATION ESTABLISHED BY AIRPORT SURVEYS 1993.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1411 ***********************************************************************
 FS1411  DESIGNATION -  FAA P06 A
 FS1411  PID         -  FS1411
 FS1411  STATE/COUNTY-  AZ/MOHAVE
 FS1411  USGS QUAD   -  DAVIS DAM (1983)
 FS1411
 FS1411                         *CURRENT SURVEY CONTROL
 FS1411  ___________________________________________________________________
 FS1411* NAD 83(2007)-  35 09 44.03558(N)    114 33 31.78791(W)     ADJUSTED  
 FS1411* NAVD 88     -       192.7    (meters)     632.     (feet)  GPS OBS   
 FS1411  ___________________________________________________________________
 FS1411  EPOCH DATE  -        2007.00
 FS1411  X           -  -2,169,664.338 (meters)                     COMP
 FS1411  Y           -  -4,747,968.668 (meters)                     COMP
 FS1411  Z           -   3,652,689.327 (meters)                     COMP
 FS1411  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FS1411  ELLIP HEIGHT-         162.627 (meters)          (02/10/07) ADJUSTED
 FS1411  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FS1411
 FS1411  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FS1411  Type    PID    Designation                      North   East  Ellip
 FS1411  -------------------------------------------------------------------
 FS1411  NETWORK FS1411 FAA P06 A                         0.69   0.59   1.33
 FS1411  -------------------------------------------------------------------
 FS1411
 FS1411.This mark is at Laughlin/bullhead Intl Airport (IFP)
 FS1411
 FS1411.The horizontal coordinates were established by GPS observations
 FS1411.and adjusted by the National Geodetic Survey in February 2007.
 FS1411
 FS1411.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS1411.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS1411.The horizontal coordinates are valid at the epoch date displayed above.
 FS1411.The epoch date for horizontal control is a decimal equivalence
 FS1411.of Year/Month/Day.
 FS1411
 FS1411.The orthometric height was determined by GPS observations and a
 FS1411.high-resolution geoid model.
 FS1411
 FS1411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1411
 FS1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1411
 FS1411.The ellipsoidal height was determined by GPS observations
 FS1411.and is referenced to NAD 83.
 FS1411
 FS1411.The geoid height was determined by GEOID03.
 FS1411
 FS1411;                    North         East     Units Scale Factor Converg.
 FS1411;SPC AZ W     -   461,885.706   139,673.501   MT  1.00000023   -0 27 57.0
 FS1411;SPC AZ W     - 1,515,373.05    458,246.39   iFT  1.00000023   -0 27 57.0
 FS1411;SPC NV E     - 8,046,208.940   293,332.426   MT  1.00000732   +0 35 24.2
 FS1411;SPC NV E     -26,398,270.50    962,374.80   sFT  1.00000732   +0 35 24.2
 FS1411;UTM  11      - 3,893,762.995   722,343.085   MT  1.00020930   +1 24 23.1
 FS1411
 FS1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1411!SPC AZ W     -   0.99997447  x   1.00000023  =   0.99997470
 FS1411!SPC NV E     -   0.99997447  x   1.00000732  =   0.99998179
 FS1411!UTM  11      -   0.99997447  x   1.00020930  =   1.00018377
 FS1411
 FS1411:                Primary Azimuth Mark                     Grid Az
 FS1411:SPC AZ W     -  FAA P06 B                                176 45 07.6
 FS1411:SPC NV E     -  FAA P06 B                                175 41 46.4
 FS1411:UTM  11      -  FAA P06 B                                174 52 47.5
 FS1411
 FS1411|---------------------------------------------------------------------|
 FS1411| PID    Reference Object                     Distance      Geod. Az  |
 FS1411|                                                           dddmmss.s |
 FS1411| FS1412 FAA P06 B                           APPROX. 0.6 KM 1761710.6 |
 FS1411|---------------------------------------------------------------------|
 FS1411
 FS1411                          SUPERSEDED SURVEY CONTROL
 FS1411
 FS1411  ELLIP H (11/21/00)  162.648  (m)                       GP(       ) 3 1
 FS1411  NAD 83(1992)-  35 09 44.03479(N)    114 33 31.78703(W) AD(       ) 3
 FS1411  ELLIP H (10/09/97)  162.593  (m)                       GP(       ) 2 1
 FS1411  NAD 83(1986)-  35 09 44.03758(N)    114 33 31.78246(W) AD(       ) 3
 FS1411  NAD 83(1992)-  35 09 44.03440(N)    114 33 31.78597(W) AD(       ) 3
 FS1411  ELLIP H (09/30/92)  162.656  (m)                       GP(       ) 2 1
 FS1411
 FS1411.Superseded values are not recommended for survey control.
 FS1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1411.See file dsdata.txt to determine how the superseded data were derived.
 FS1411
 FS1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2234393763(NAD 83)
 FS1411_MARKER: I = METAL ROD
 FS1411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS1411_SP_SET: STAINLESS STEEL ROD
 FS1411_STAMPING: FAA P06 A 1992
 FS1411_MARK LOGO: NGS   
 FS1411_PROJECTION: FLUSH
 FS1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1411+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1997
 FS1411_ROD/PIPE-DEPTH: 11.3 meters
 FS1411
 FS1411  HISTORY     - Date     Condition        Report By
 FS1411  HISTORY     - 1992     MONUMENTED       NGS
 FS1411  HISTORY     - 19930615 GOOD             NGS
 FS1411  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FS1411  HISTORY     - 19970512 GOOD             NGS
 FS1411
 FS1411                          STATION DESCRIPTION
 FS1411
 FS1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FS1411'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF BULLHEAD CITY, 2 KM
 FS1411'(1.2 MI) EAST OF LAUGHLIN, NEVADA, AT THE LAUGHLIN/BULLHEAD CITY
 FS1411'AIRPORT, IN THE MEDIAN BETWEEN THE NEW RUNWAY AND THE EAST TAXI.
 FS1411'OWNERSHIP--MOHAVE COUNTY AIRPORT AUTHORITY, INC, 2750 LOCUST
 FS1411'BOULEVARD, PO BOX 3068, BULLHEAD CITY, AZ 86430.  AIRPORT MANAGER IS
 FS1411'JERRY L. BETTENDORF, PHONE 602-754-2134.  NOTE--KEY TO LOCKED GATE IS
 FS1411'OBTAINABLE FROM AIRPORT MANAGER DURING REGULAR 8 TO 5 BUSINESS HOURS.
 FS1411'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 95 AND LOCUST BOULEVARD,
 FS1411'JUST NORTH OF BULLHEAD CITY AT EAST END OF BRIDGE OVER THE COLORADO
 FS1411'RIVER, GO EAST ON LOCUST BOULEVARD FOR 0.89 KM (0.55 MI) TO THE
 FS1411'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON PAVED
 FS1411'ROAD FOR 0.50 KM (0.31 MI) TO A ROAD CURVE LEFT AND LOCKED DOUBLE
 FS1411'GATE STRAIGHT AHEAD.  PASS THROUGH GATE, SOUTH, ON GRAVEL FOR 0.07 KM
 FS1411'(0.04 MI) TO A RAMP.  TURN RIGHT, WEST, ON RAMP FOR 0.10 KM
 FS1411'(0.06 MI) TO THE TAXI. TURN LEFT, SOUTH, ON TAXI FOR 0.31 KM
 FS1411'(0.19 MI) TO THE STATION ON THE RIGHT JUST AFTER CROSSING AN ANGLED
 FS1411'CONNECTOR.
 FS1411'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FS1411'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 FS1411'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 FS1411'GROUND. IT IS 25.85 M (84.81 FT) SOUTHEAST FROM THE ANGLED CONNECTOR
 FS1411'CENTER, 24.1 M (79.1 FT) WEST-SOUTHWEST FROM THE TAXI CENTER AND 6.25
 FS1411'M (20.51 FT) EAST-SOUTHEAST FROM THE SOUTH CORNER OF THE CONCRETE
 FS1411'SUPPORTING PAD OF THE 34-16 SIGN.
 FS1411
 FS1411                          STATION RECOVERY (1993)
 FS1411
 FS1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FS1411'THE STATION IS LOCATED AT THE LAUGHLIN/BULLHEAD CITY AIRPORT.  IT IS
 FS1411'59.7 FT (18.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A HOLDBAR, 20.9 FT
 FS1411'(6.4 M) SOUTHEAST OF THE CENTER OF A SIGN, AND 78.8 FT (24.0 M) WEST
 FS1411'OF THE PARALELL TAXIWAY TO RUNWAY 16-34.  THE STATION IS A STANDARD
 FS1411'NGS ROD MARK COVERED WITH A LOGO CAP WHICH IS FLUSHED WITH THE GROUND
 FS1411'AND STAMPED FAA P06 A.
 FS1411
 FS1411                          STATION RECOVERY (1995)
 FS1411
 FS1411'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FS1411'RECOVERY NOTE BY CHANCE 1995 MARK NOT FOUND - SEARCHED 0.5
 FS1411'PERSON-HOUR.  MARK PRESUMED DESTROYED DUE TO TAXIWAY LIGHT
 FS1411'CONSTRUCTION
 FS1411
 FS1411                          STATION RECOVERY (1997)
 FS1411
 FS1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FS1411'THE STATION IS LOCATED ON THE NORTH SIDE OF BULLHEAD CITY AT THE
 FS1411'LAUGHLIN/BULLHEAD INTERNATIONAL AIRPORT, ALONG THE EAST EDGE OF RUWNAY
 FS1411'16-34 AND JUST SOUTH OF THE SECOND CONNECTING TAXIWAY SOUTH OF THE
 FS1411'NORTH END OF THE RUNWAY.  OWNERSHIP--MOHAVE COUNTY AIRPORT AUTHORITY,
 FS1411'DAVID B.  SMITH, AIRPORT MANAGER, 600 HIGHWAY 95, BULLHEAD CITY, AZ
 FS1411'86429.  THE PHONE NUMBER IS (520) 754-2134.  TO REACH THE STATION FROM
 FS1411'THE INTERSECTION OF STATE HIGHWAYS 95, 163, AND BULLHEAD PARKWAY ON
 FS1411'THE NORTH SIDE OF BULLHEAD CITY, GO EAST FOR 0.9 KM (0.55 MI) ON THE
 FS1411'PARKWAY TO LAUGHLIN VIEW DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 FS1411'SOUTHERLY FOR 0.5 KM (0.30 MI) ON THE DRIVE TO A LOCKED GATE ON THE
 FS1411'RIGHT JUST BEFORE REACHING THE AIRPORT FIRE STATION. PASS THROUGH THE
 FS1411'GATE AND CONTINUE SOUTH FOR 50-METERS ON A PAVED ACCESS ROAD TO
 FS1411'TAXIWAY B.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 FS1411'TO PARALLEL TAXIWAY A.  TURN LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON
 FS1411'THE TAXIWAY TO THE STATION RIGHT JUST PAST HIGH SPEED CONNECTING
 FS1411'TAXIWAY C.  THE STATION IS 25.8 M (84.6 FT) SOUTHEAST OF THE CENTER OF
 FS1411'THE CONNECTING TAXIWAY, 24.2 M (79.4 FT) WEST OF THE CENTER OF THE
 FS1411'PARALLEL TAXIWAY, 18.4 M (60.4 FT) NORTHEAST OF STATION IFP B, AND 1.2
 FS1411'M (3.9 FT) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1412 ***********************************************************************
 FS1412  DESIGNATION -  FAA P06 B
 FS1412  PID         -  FS1412
 FS1412  STATE/COUNTY-  AZ/MOHAVE
 FS1412  USGS QUAD   -  DAVIS DAM (1983)
 FS1412
 FS1412                         *CURRENT SURVEY CONTROL
 FS1412  ___________________________________________________________________
 FS1412* NAD 83(2007)-  35 09 23.01120(N)    114 33 30.12628(W)     NO CHECK  
 FS1412* NAVD 88     -       198.1    (meters)     650.     (feet)  GPS OBS   
 FS1412  ___________________________________________________________________
 FS1412  EPOCH DATE  -        2007.00
 FS1412  X           -  -2,169,783.060 (meters)                     COMP
 FS1412  Y           -  -4,748,329.661 (meters)                     COMP
 FS1412  Z           -   3,652,162.816 (meters)                     COMP
 FS1412  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 FS1412  ELLIP HEIGHT-         168.209 (meters)          (02/10/07) NO CHECK
 FS1412  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FS1412
 FS1412  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FS1412  Type    PID    Designation                      North   East  Ellip
 FS1412  -------------------------------------------------------------------
 FS1412  NETWORK FS1412 FAA P06 B                         1.25   1.16   3.98
 FS1412  -------------------------------------------------------------------
 FS1412
 FS1412.This mark is at Laughlin/bullhead Intl Airport (IFP)
 FS1412
 FS1412.The horizontal coordinates were established by GPS observations
 FS1412.and adjusted by the National Geodetic Survey in February 2007.
 FS1412
 FS1412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS1412.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS1412.No horizontal observational check was made to the station.
 FS1412.The horizontal coordinates are valid at the epoch date displayed above.
 FS1412.The epoch date for horizontal control is a decimal equivalence
 FS1412.of Year/Month/Day.
 FS1412
 FS1412.The orthometric height was determined by GPS observations and a
 FS1412.high-resolution geoid model.
 FS1412
 FS1412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1412
 FS1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1412
 FS1412.The ellipsoidal height was determined by GPS observations
 FS1412.and is referenced to NAD 83.
 FS1412
 FS1412.The geoid height was determined by GEOID03.
 FS1412
 FS1412;                    North         East     Units Scale Factor Converg.
 FS1412;SPC AZ W     -   461,237.464   139,710.288   MT  1.00000016   -0 27 55.8
 FS1412;SPC AZ W     - 1,513,246.27    458,367.09   iFT  1.00000016   -0 27 55.8
 FS1412;SPC NV E     - 8,045,561.481   293,381.151   MT  1.00000743   +0 35 24.8
 FS1412;SPC NV E     -26,396,146.29    962,534.66   sFT  1.00000743   +0 35 24.8
 FS1412;UTM  11      - 3,893,116.165   722,401.041   MT  1.00020962   +1 24 23.4
 FS1412
 FS1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1412!SPC AZ W     -   0.99997360  x   1.00000016  =   0.99997376
 FS1412!SPC NV E     -   0.99997360  x   1.00000743  =   0.99998103
 FS1412!UTM  11      -   0.99997360  x   1.00020962  =   1.00018321
 FS1412
 FS1412:                Primary Azimuth Mark                     Grid Az
 FS1412:SPC AZ W     -  FAA P06 A                                356 45 07.4
 FS1412:SPC NV E     -  FAA P06 A                                355 41 46.8
 FS1412:UTM  11      -  FAA P06 A                                354 52 48.2
 FS1412
 FS1412|---------------------------------------------------------------------|
 FS1412| PID    Reference Object                     Distance      Geod. Az  |
 FS1412|                                                           dddmmss.s |
 FS1412| FS1411 FAA P06 A                           APPROX. 0.6 KM 3561711.6 |
 FS1412|---------------------------------------------------------------------|
 FS1412
 FS1412                          SUPERSEDED SURVEY CONTROL
 FS1412
 FS1412  ELLIP H (11/21/00)  168.176  (m)                       GP(       ) 3 1
 FS1412  NAD 83(1986)-  35 09 23.01320(N)    114 33 30.12086(W) AD(       ) 3
 FS1412  NAD 83(1992)-  35 09 23.01002(N)    114 33 30.12437(W) AD(       ) 3
 FS1412  ELLIP H (09/30/92)  168.238  (m)                       GP(       ) 2 1
 FS1412
 FS1412.Superseded values are not recommended for survey control.
 FS1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1412.See file dsdata.txt to determine how the superseded data were derived.
 FS1412
 FS1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2240193116(NAD 83)
 FS1412_MARKER: I = METAL ROD
 FS1412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS1412_SP_SET: STAINLESS STEEL ROD
 FS1412_STAMPING: FAA P06 B 1992
 FS1412_MARK LOGO: NGS   
 FS1412_PROJECTION: FLUSH
 FS1412_MAGNETIC: I = MARKER IS A STEEL ROD
 FS1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1412+SATELLITE: SATELLITE OBSERVATIONS - 1992
 FS1412_ROD/PIPE-DEPTH: 15.5 meters
 FS1412
 FS1412  HISTORY     - Date     Condition        Report By
 FS1412  HISTORY     - 1992     MONUMENTED       NGS
 FS1412  HISTORY     - 19930615 GOOD             NGS
 FS1412  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FS1412
 FS1412                          STATION DESCRIPTION
 FS1412
 FS1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FS1412'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTH OF BULLHEAD CITY, 2 KM
 FS1412'(1.2 MI) EAST OF LAUGHLIN, NEVADA, AT THE LAUGHLIN/BULLHEAD CITY
 FS1412'AIRPORT, IN THE MEDIAN BETWEEN THE NEW RUNWAY AND THE EAST TAXI
 FS1412'OWNERSHIP--MOHAVE COUNTY AIRPORT AUTHORITY, INC, 2750 LOCUST
 FS1412'BOULEVARD, PO BOX 3068, BULLHEAD CITY, AZ 86430.  AIRPORT MANAGER IS
 FS1412'JERRY L. BETTENDORF, PHONE 602-754-2134.  NOTE--KEY TO LOCKED GATE IS
 FS1412'OBTAINABLE FROM AIRPORT MANAGER DURING REGULAR 8 TO 5 BUSINESS HOURS.
 FS1412'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 95 AND LOCUST BOULEVARD,
 FS1412'JUST NORTH OF BULLHEAD CITY AT EAST END OF BRIDGE OVER THE COLORADO
 FS1412'RIVER, GO EAST ON LOCUST BOULEVARD FOR 0.89 KM (0.55 MI) TO THE
 FS1412'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON PAVED
 FS1412'ROAD FOR 0.50 KM (0.31 MI) TO A ROAD CURVE LEFT AND LOCKED DOUBLE
 FS1412'GATE STRAIGHT AHEAD.  PASS THROUGH GATE, SOUTH, ON GRAVEL FOR 0.07 KM
 FS1412'(0.04 MI) TO A RAMP.  TURN RIGHT, WEST, ON RAMP FOR 0.10 KM
 FS1412'(0.06 MI) TO THE TAXI.  TURN LEFT, SOUTH, ON TAXI FOR 0.96 KM
 FS1412'(0.60 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING A
 FS1412'CONNECTOR.
 FS1412'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FS1412'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 FS1412'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 FS1412'GROUND.  IT IS 99.9 M (327.8 FT) EAST-NORTHEAST FROM THE CENTER OF
 FS1412'THE RUNWAY, 51.4 M (168.6 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 FS1412'SECOND CONNECTING TAXI NORTH OF THE SOUTH END OF THE RUNWAY, 22.2 M
 FS1412'(72.8 FT) WEST-SOUTHWEST FROM THE CENTER OF THE PARALELL TAXI AND 9.2
 FS1412'M (30.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE PAD
 FS1412'SUPPORTING A PASS SIGN.
 FS1412
 FS1412                          STATION RECOVERY (1993)
 FS1412
 FS1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FS1412'THE STATION IS LOCATED AT THE LAUGHLIN/BULLHEAD CITY AIRPORT.  IT IS
 FS1412'72.8 FT (22.2 M) WEST OF THE PARALELL TAXIWAY TO THE RUNWAY, 51.1 FT
 FS1412'(15.6 M) NORTH OF THE CENTER OF A SIGN, AND 169.1 FT (51.5 M) NORTH OF
 FS1412'THE CENTER OF THE CONNECTING TAXIWAY TO THE RUNWAY.  THE STATION IS A
 FS1412'STANDARD NGS ROD MARK COVERED WITH A LOGO CAP WHICH IS FLUSH WITH THE
 FS1412'GROUND AND STAMPED FAA P06 B.
 FS1412
 FS1412                          STATION RECOVERY (1995)
 FS1412
 FS1412'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FS1412'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FS1412'PERSON-HOUR.  MARK PRESUMED DESTROYED DUE TO TAXIWAY LIGHT
 FS1412'CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0696 ***********************************************************************
 ER0696  DESIGNATION -  FAA Q35 A
 ER0696  PID         -  ER0696
 ER0696  STATE/COUNTY-  AZ/APACHE
 ER0696  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0696
 ER0696                         *CURRENT SURVEY CONTROL
 ER0696  ___________________________________________________________________
 ER0696* NAD 83(2007)-  34 07 45.64517(N)    109 18 41.59593(W)     ADJUSTED  
 ER0696* NAVD 88     -      2145.6    (meters)    7039.     (feet)  GPS OBS   
 ER0696  ___________________________________________________________________
 ER0696  EPOCH DATE  -        2007.00
 ER0696  X           -  -1,748,429.015 (meters)                     COMP
 ER0696  Y           -  -4,989,503.688 (meters)                     COMP
 ER0696  Z           -   3,559,523.346 (meters)                     COMP
 ER0696  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 ER0696  ELLIP HEIGHT-        2123.163 (meters)          (02/10/07) ADJUSTED
 ER0696  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0696
 ER0696  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0696  Type    PID    Designation                      North   East  Ellip
 ER0696  -------------------------------------------------------------------
 ER0696  NETWORK ER0696 FAA Q35 A                         2.02   1.96   6.19
 ER0696  -------------------------------------------------------------------
 ER0696
 ER0696.The horizontal coordinates were established by GPS observations
 ER0696.and adjusted by the National Geodetic Survey in February 2007.
 ER0696
 ER0696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0696.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0696.The horizontal coordinates are valid at the epoch date displayed above.
 ER0696.The epoch date for horizontal control is a decimal equivalence
 ER0696.of Year/Month/Day.
 ER0696
 ER0696.The orthometric height was determined by GPS observations and a
 ER0696.high-resolution geoid model.
 ER0696
 ER0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0696
 ER0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0696
 ER0696.The ellipsoidal height was determined by GPS observations
 ER0696.and is referenced to NAD 83.
 ER0696
 ER0696.The geoid height was determined by GEOID03.
 ER0696
 ER0696;                    North         East     Units Scale Factor Converg.
 ER0696;SPC AZ E     -   347,330.159   292,232.627   MT  0.99997666   +0 28 47.3
 ER0696;SPC AZ E     - 1,139,534.64    958,768.46   iFT  0.99997666   +0 28 47.3
 ER0696;UTM  12      - 3,777,785.099   655,695.975   MT  0.99989882   +0 56 51.1
 ER0696
 ER0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0696!SPC AZ E     -   0.99966681  x   0.99997666  =   0.99964348
 ER0696!UTM  12      -   0.99966681  x   0.99989882  =   0.99956567
 ER0696
 ER0696:                Primary Azimuth Mark                     Grid Az
 ER0696:SPC AZ E     -  FAA Q35 B                                043 31 13.7
 ER0696:UTM  12      -  FAA Q35 B                                043 03 09.9
 ER0696
 ER0696|---------------------------------------------------------------------|
 ER0696| PID    Reference Object                     Distance      Geod. Az  |
 ER0696|                                                           dddmmss.s |
 ER0696| ER0697 FAA Q35 B                           APPROX. 0.7 KM 0440001.0 |
 ER0696|---------------------------------------------------------------------|
 ER0696
 ER0696                          SUPERSEDED SURVEY CONTROL
 ER0696
 ER0696  ELLIP H (11/21/00) 2123.180  (m)                       GP(       ) 3 1
 ER0696  NAD 83(1992)-  34 07 45.64344(N)    109 18 41.60005(W) AD(       ) 3
 ER0696  NAD 83(1992)-  34 07 45.64524(N)    109 18 41.59542(W) AD(       ) 3
 ER0696  ELLIP H (09/30/92) 2123.248  (m)                       GP(       ) 2 1
 ER0696
 ER0696.Superseded values are not recommended for survey control.
 ER0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0696.See file dsdata.txt to determine how the superseded data were derived.
 ER0696
 ER0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5569677785(NAD 83)
 ER0696_MARKER: I = METAL ROD
 ER0696_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ER0696_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ER0696_STAMPING: FAA Q35 A 1992
 ER0696_MARK LOGO: NGS   
 ER0696_PROJECTION: FLUSH
 ER0696_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0696+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ER0696_ROD/PIPE-DEPTH: 1.8  meters
 ER0696_SLEEVE-DEPTH  : 0.75 meters
 ER0696
 ER0696  HISTORY     - Date     Condition        Report By
 ER0696  HISTORY     - 1992     MONUMENTED       NGS
 ER0696  HISTORY     - 20050726 MARK NOT FOUND   USPSQD
 ER0696
 ER0696                          STATION DESCRIPTION
 ER0696
 ER0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ER0696'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) WEST OF SPRINGERVILLE, AT
 ER0696'BABBIT FIELD (AIRPORT), IN THE SOUTHWEST END OF A SECTION OF MEDIAN
 ER0696'AT THE JUNCTION OF RUNWAYS 3-21 AND 11-29.  OWNERSHIP--TOWN OF
 ER0696'SPRINGERVILLE, PO BOX 390, SPRINGERVILLE, AZ 85938.  PHONE
 ER0696'602-333-2656.  AIRPORT MANAGER ROGER BABBIT, PHONE 602-333-5746.
 ER0696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 ER0696'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 ER0696'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET
 ER0696'CROSSROAD AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN
 ER0696'RIGHT, WEST, ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT
 ER0696'END AT THE AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON NORTHWEST SIDE
 ER0696'OF BUILDING, PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM
 ER0696'(0.11 MI) TO THE TAXIWAY.  TURN LEFT, SOUTHWEST, ON TAXIWAY FOR 0.34
 ER0696'KM (0.21 MI) TO RUNWAY 11-29 AND THE STATION ON THE RIGHT.
 ER0696'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0696'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0696'GROUND.  LOCATED 71.4 M (234.3 FT) NORTHEAST OF THE CENTER OF RUNWAY
 ER0696'29-11, 47.4 M (155.5 FT) SOUTHEAST OF THE CENTER OF RUNWAY 3-21, 33.4
 ER0696'M (109.6 FT) SOUTH-SOUTHEAST OF THE SECOND RUNWAY LIGHT ON SOUTHEAST
 ER0696'SIDE OF RUNWAY 3-21 AND 28.8 M (94.5 FT) NORTHWEST OF THE TAXIWAY
 ER0696'CENTER.
 ER0696
 ER0696                          STATION RECOVERY (2005)
 ER0696
 ER0696'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0696'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0697 ***********************************************************************
 ER0697  PACS        -  This is a Primary Airport Control Station.
 ER0697  DESIGNATION -  FAA Q35 B
 ER0697  PID         -  ER0697
 ER0697  STATE/COUNTY-  AZ/APACHE
 ER0697  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0697
 ER0697                         *CURRENT SURVEY CONTROL
 ER0697  ___________________________________________________________________
 ER0697* NAD 83(2007)-  34 08 02.66634(N)    109 18 21.82832(W)     ADJUSTED  
 ER0697* NAVD 88     -      2141.56   (meters)    7026.1    (feet)  GPS OBS   
 ER0697  ___________________________________________________________________
 ER0697  EPOCH DATE  -        2007.00
 ER0697  X           -  -1,747,852.423 (meters)                     COMP
 ER0697  Y           -  -4,989,390.309 (meters)                     COMP
 ER0697  Z           -   3,559,955.390 (meters)                     COMP
 ER0697  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 ER0697  ELLIP HEIGHT-        2119.196 (meters)          (02/10/07) ADJUSTED
 ER0697  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0697
 ER0697  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0697  Type    PID    Designation                      North   East  Ellip
 ER0697  -------------------------------------------------------------------
 ER0697  NETWORK ER0697 FAA Q35 B                         2.96   2.59   8.82
 ER0697  -------------------------------------------------------------------
 ER0697
 ER0697.This mark is at Town Of Springerville Municipal Airport  (D68)
 ER0697
 ER0697.The horizontal coordinates were established by GPS observations
 ER0697.and adjusted by the National Geodetic Survey in February 2007.
 ER0697
 ER0697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0697.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0697.The horizontal coordinates are valid at the epoch date displayed above.
 ER0697.The epoch date for horizontal control is a decimal equivalence
 ER0697.of Year/Month/Day.
 ER0697
 ER0697.The orthometric height was determined by GPS observations and a
 ER0697.high-resolution geoid model.
 ER0697
 ER0697.GPS derived orthometric heights for airport stations designated as
 ER0697.PACS or SACS are published to 2 decimal places.  This maintains
 ER0697.centimeter relative accuracy between the PACS and SACS.  It does
 ER0697.not indicate centimeter accuracy relative to other marks which are
 ER0697.part of the NAVD 88 network.
 ER0697
 ER0697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0697
 ER0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0697
 ER0697.The ellipsoidal height was determined by GPS observations
 ER0697.and is referenced to NAD 83.
 ER0697
 ER0697.The geoid height was determined by GEOID03.
 ER0697
 ER0697;                    North         East     Units Scale Factor Converg.
 ER0697;SPC AZ E     -   347,858.847   292,734.693   MT  0.99997764   +0 28 58.6
 ER0697;SPC AZ E     - 1,141,269.18    960,415.66   iFT  0.99997764   +0 28 58.6
 ER0697;UTM  12      - 3,778,317.828   656,193.669   MT  0.99990074   +0 57 02.6
 ER0697
 ER0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0697!SPC AZ E     -   0.99966744  x   0.99997764  =   0.99964508
 ER0697!UTM  12      -   0.99966744  x   0.99990074  =   0.99956821
 ER0697
 ER0697:                Primary Azimuth Mark                     Grid Az
 ER0697:SPC AZ E     -  S 408                                    203 02 34.0
 ER0697:UTM  12      -  S 408                                    202 34 30.0
 ER0697
 ER0697|---------------------------------------------------------------------|
 ER0697| PID    Reference Object                     Distance      Geod. Az  |
 ER0697|                                                           dddmmss.s |
 ER0697| ER0380 S 408                               APPROX. 0.6 KM 2033132.6 |
 ER0697|---------------------------------------------------------------------|
 ER0697
 ER0697                          SUPERSEDED SURVEY CONTROL
 ER0697
 ER0697  ELLIP H (11/21/00) 2119.180  (m)                       GP(       ) 3 1
 ER0697  NAD 83(1992)-  34 08 02.66463(N)    109 18 21.83245(W) AD(       ) 3
 ER0697  NAD 83(1992)-  34 08 02.66643(N)    109 18 21.82781(W) AD(       ) 3
 ER0697  ELLIP H (09/30/92) 2119.247  (m)                       GP(       ) 2 1
 ER0697
 ER0697.Superseded values are not recommended for survey control.
 ER0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0697.See file dsdata.txt to determine how the superseded data were derived.
 ER0697
 ER0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5619478318(NAD 83)
 ER0697_MARKER: I = METAL ROD
 ER0697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ER0697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ER0697_STAMPING: FAA Q35 B 1992
 ER0697_MARK LOGO: NGS   
 ER0697_PROJECTION: FLUSH
 ER0697_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0697+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 ER0697_ROD/PIPE-DEPTH: 1.22 meters
 ER0697_SLEEVE-DEPTH  : 0.75 meters
 ER0697
 ER0697  HISTORY     - Date     Condition        Report By
 ER0697  HISTORY     - 1992     MONUMENTED       NGS
 ER0697  HISTORY     - 20050727 GOOD             USPSQD
 ER0697  HISTORY     - 20060323 GOOD             WOOLPT
 ER0697
 ER0697                          STATION DESCRIPTION
 ER0697
 ER0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ER0697'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) WEST OF SPRINGERVILLE, AT
 ER0697'BABBIT FIELD (AIRPORT), IN THE MEDIAN BETWEEN RUNWAY 3-21 AND THE
 ER0697'TAXIWAY, AT A CONNECTOR.  OWNERSHIP--TOWN OF SPRINGERVILLE, P.O. BOX
 ER0697'390, SPRINGERVILLE, AZ 85938.  PHONE 602-333-2656.  AIRPORT MANAGER
 ER0697'ROGER BABBIT, PHONE 602-333-5746.
 ER0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 ER0697'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 ER0697'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET
 ER0697'CROSSROAD AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN
 ER0697'RIGHT, WEST, ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT
 ER0697'END AT THE AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON NORTHWEST SIDE
 ER0697'OF BUILDING, PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM
 ER0697'(0.11 MI) TO THE TAXIWAY.  TURN RIGHT, NORTHEAST, ON TAXIWAY FOR 0.41
 ER0697'KM (0.25 MI) TO THE CONNECTOR ON THE LEFT AND THE STATION ON THE
 ER0697'LEFT.
 ER0697'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0697'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0697'GROUND.  LOCATED 50.0 M (164.0 FT) SOUTHEAST OF THE CENTER OF RUNWAY
 ER0697'3-21, 40.5 M (132.9 FT) SOUTH OF THE SOUTH CORNER OF THE REAR VASI
 ER0697'CONCRETE PAD, 26.1 M (85.6 FT) NORTHWEST OF THE TAXIWAY CENTER AND
 ER0697'19.7 M (64.6 FT) NORTHEAST OF THE CONNECTOR CENTER.
 ER0697
 ER0697                          STATION RECOVERY (2005)
 ER0697
 ER0697'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0697'RECOVERED AS DESCRIBED.
 ER0697
 ER0697                          STATION RECOVERY (2006)
 ER0697
 ER0697'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 ER0697'DESCRIBED BY DJK, WOOLPERT INC.  2006 THE STATION IS LOCATED ABOUT 68
 ER0697'KM (42 MI) SOUTHEAST OF SHOW LOW AND 3 KM (1.9 MI) WEST OF
 ER0697'SPRINGERVILLE, AT THE TOWN OF SPRINGERVILLE MUNICIPAL AIRPORT, IN THE
 ER0697'MEDIAN BETWEEN RUNWAY 3-21 AND THE TAXIWAY, AT A CONNECTOR.
 ER0697'OWNERSHIP--TOWN OF SPRINGERVILLE, P.O. BOX 390, SPRINGERVILLE, AZ
 ER0697'85938.  PHONE 928-333-2656.  AIRPORT MANAGER BRIAN MARTIN, PHONE
 ER0697'928-333-5746.
 ER0697' 
 ER0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 ER0697'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 ER0697'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET CROSSROAD
 ER0697'AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN RIGHT, WEST,
 ER0697'ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT END AT THE
 ER0697'AIRPORT OFFICE.  TURN RIGHT, NORTHWEST, ON SOUTHEAST SIDE OF BUILDING,
 ER0697'PASSING THROUGH A GATE AND ON APRON FOR 0.18 KM (0.11 MI) TO THE
 ER0697'TAXIWAY.  TURN RIGHT, NORTHEAST, ON TAXIWAY FOR 0.37 KM (0.23 MI) TO
 ER0697'THE CONNECTOR ON THE LEFT AND THE STATION ON THE LEFT.
 ER0697' 
 ER0697'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0697'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0697'GROUND.  LOCATED 21.76 M (71.4 FT) NORTHWEST FROM THE NORTHWEST EDGE
 ER0697'OF THE MAIN TAXIWAY, 14.3 M (46.90 FT) NORTHEAST FROM THE NORTHERN
 ER0697'MOST EDGE OF A CONNECTING TAXIWAY, 12.9 M (42.20 FT) NORTHWEST OF THE
 ER0697'CENTER OF THE NORTHWESTERN MOST OF TWO CORRIGATED STEEL PIPES, AND 1 M
 ER0697'(3 FT) SOUTHEAST OF A SHORT CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0522 ***********************************************************************
 GP0522  DESIGNATION -  FACADE
 GP0522  PID         -  GP0522
 GP0522  STATE/COUNTY-  AZ/COCONINO
 GP0522  USGS QUAD   -  SALT TRAIL CANYON (1988)
 GP0522
 GP0522                         *CURRENT SURVEY CONTROL
 GP0522  ___________________________________________________________________
 GP0522* NAD 83(1992)-  36 08 52.72537(N)    111 41 35.21849(W)     ADJUSTED  
 GP0522* NAVD 88     -      1659.9    (meters)    5446.     (feet)  VERTCON   
 GP0522  ___________________________________________________________________
 GP0522  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GP0522  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0522  HORZ ORDER  -  THIRD
 GP0522
 GP0522.The horizontal coordinates were established by classical geodetic methods
 GP0522.and adjusted by the National Geodetic Survey in August 1993.
 GP0522
 GP0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0522
 GP0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0522
 GP0522.The geoid height was determined by GEOID03.
 GP0522
 GP0522;                    North         East     Units Scale Factor Converg.
 GP0522;SPC AZ C     -   570,954.232   233,476.411   MT  0.99990498   +0 07 54.7
 GP0522;SPC AZ C     - 1,873,209.42    765,998.72   iFT  0.99990498   +0 07 54.7
 GP0522;UTM  12      - 4,000,584.194   437,647.528   MT  0.99964790   -0 24 31.9
 GP0522
 GP0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0522!SPC AZ C     -   0.99974323  x   0.99990498  =   0.99964823
 GP0522!UTM  12      -   0.99974323  x   0.99964790  =   0.99939122
 GP0522
 GP0522:                Primary Azimuth Mark                     Grid Az
 GP0522:SPC AZ C     -  COMANCHE                                 238 29 25.2
 GP0522:UTM  12      -  COMANCHE                                 239 01 51.8
 GP0522
 GP0522|---------------------------------------------------------------------|
 GP0522| PID    Reference Object                     Distance      Geod. Az  |
 GP0522|                                                           dddmmss.s |
 GP0522| GP0517 COMANCHE                            APPROX.11.7 KM 2383719.9 |
 GP0522|---------------------------------------------------------------------|
 GP0522
 GP0522                          SUPERSEDED SURVEY CONTROL
 GP0522
 GP0522  NAD 83(1986)-  36 08 52.72478(N)    111 41 35.21295(W) AD(       ) 3
 GP0522  NGVD 29 (05/08/89) 1659.0    (m)         5443.     (f) VERT ANG    3  
 GP0522
 GP0522.Superseded values are not recommended for survey control.
 GP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0522.See file dsdata.txt to determine how the superseded data were derived.
 GP0522
 GP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3764800584(NAD 83)
 GP0522_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GP0522_SETTING: 80 = SET IN A BOULDER
 GP0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0522+STABILITY: SURFACE MOTION
 GP0522
 GP0522  HISTORY     - Date     Condition        Report By
 GP0522  HISTORY     - 1983     MONUMENTED       AZDT
 GP0522  HISTORY     - 1956     GOOD             USGS
 GP0522
 GP0522                          STATION DESCRIPTION
 GP0522
 GP0522'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GP0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0872 ***********************************************************************
 ET0872  DESIGNATION -  FAIN
 ET0872  PID         -  ET0872
 ET0872  STATE/COUNTY-  AZ/YAVAPAI
 ET0872  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0872
 ET0872                         *CURRENT SURVEY CONTROL
 ET0872  ___________________________________________________________________
 ET0872* NAD 83(1992)-  34 34 06.02288(N)    112 15 25.08751(W)     ADJUSTED  
 ET0872* NAVD 88     -      1459.1    (meters)    4787.     (feet)  VERTCON   
 ET0872  ___________________________________________________________________
 ET0872  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 ET0872  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0872  HORZ ORDER  -  SECOND
 ET0872
 ET0872.The horizontal coordinates were established by classical geodetic methods
 ET0872.and adjusted by the National Geodetic Survey in August 1993.
 ET0872
 ET0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0872
 ET0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0872
 ET0872.The geoid height was determined by GEOID03.
 ET0872
 ET0872;                    North         East     Units Scale Factor Converg.
 ET0872;SPC AZ C     -   395,744.678   182,135.245   MT  0.99991201   -0 11 35.1
 ET0872;SPC AZ C     - 1,298,374.93    597,556.58   iFT  0.99991201   -0 11 35.1
 ET0872;UTM  12      - 3,825,892.965   384,697.113   MT  0.99976387   -0 42 47.8
 ET0872
 ET0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0872!SPC AZ C     -   0.99977510  x   0.99991201  =   0.99968713
 ET0872!UTM  12      -   0.99977510  x   0.99976387  =   0.99953902
 ET0872
 ET0872|---------------------------------------------------------------------|
 ET0872| PID    Reference Object                     Distance      Geod. Az  |
 ET0872|                                                           dddmmss.s |
 ET0872| CH2256 FAIN RM 2                             9.409 METERS 07418     |
 ET0872| ET0919 HUMBOLDT SMOKE STACK                APPROX. 8.1 KM 1635324.1 |
 ET0872| CH2255 FAIN RM 1                             8.235 METERS 17149     |
 ET0872|---------------------------------------------------------------------|
 ET0872
 ET0872                          SUPERSEDED SURVEY CONTROL
 ET0872
 ET0872  NAD 83(1986)-  34 34 06.01932(N)    112 15 25.08538(W) AD(       ) 2
 ET0872  NAD 27      -  34 34 05.92782(N)    112 15 22.49910(W) AD(       ) 2
 ET0872  NGVD 29 (07/19/86) 1458.3    (m)         4784.     (f) VERT ANG    3  
 ET0872
 ET0872.Superseded values are not recommended for survey control.
 ET0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0872.See file dsdata.txt to determine how the superseded data were derived.
 ET0872
 ET0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8469725893(NAD 83)
 ET0872_MARKER: DD = SURVEY DISK
 ET0872_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0872+WITH SETTING: INFORMATION.
 ET0872_SP_SET: PREFABRICATED CONCRETE POST
 ET0872
 ET0872  HISTORY     - Date     Condition        Report By
 ET0872  HISTORY     - 1969     MONUMENTED       USGS
 ET0872  HISTORY     - 1980     GOOD             AZDT
 ET0872
 ET0872                          STATION DESCRIPTION
 ET0872
 ET0872'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LH)
 ET0872'LOCATED ABOUT 13 MI. ENE. OF PRESCOTT ARIZONA.  ABOUT 8 MI. N. OF
 ET0872'POLAND JUNCTION.  ABOUT 3 MI. N. OF DEWEY.  ON N. WESTERLY END OF A
 ET0872'FLAT TOP, BEHIND RANCH HOUSE.  A STOCK TANK IS ALSO ON THIS TOP.
 ET0872'
 ET0872'TO REACH FROM DEWEY ARIZONA, DRIVE N. ALONG STATE HIGHWAY 69 FOR
 ET0872'2.8 MI. TO DIRT RD. THRU RANCH.  TURN RIGHT AND FOLLOW DIRT RD. FOR
 ET0872'0.4 MI..  TURN RIGHT FOR 0.1 MI..  TURN LEFT AROUND BARN AND FOLLOW
 ET0872'RD. 0.2 MI. TO TOP AND STATION MARK.
 ET0872'
 ET0872'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED FAIN 1969 CRIMPED
 ET0872'ON A COPPERWELD ROD AND SET IN CONCRETE COLLAR.
 ET0872'
 ET0872'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK BRASS TABLET
 ET0872'STAMPED RM 1 CRIMPED ON A COPPERWELD ROD AND SET IN CONCRETE
 ET0872'COLLAR.
 ET0872'
 ET0872'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 ET0872'STAMPED RM 2 CRIMPED ON A COPPERWELD ROD AND SET IN CONCRETE
 ET0872'COLLAR.
 ET0872'
 ET0872'AZIMUTH MARK--HUMBOLDT SMOKE STACK ABOUT 4.3 MI. (AIRLINE) FROM
 ET0872'STATION MARK.
 ET0872
 ET0872                          STATION RECOVERY (1980)
 ET0872
 ET0872'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0872'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 ET0872'REFERENCE MARK 2 HAS BEEN DESTROYED.
 ET0872'
 ET0872'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY TRAVEL NORTH ALONG
 ET0872'ARIZONA HIGHWAY 69 FOR 3.10 MILES TO A BLADED ROAD RIGHT.  TURN RIGHT
 ET0872'AND CONTINUE NORTH FOR 0.4 MILE TO A RANCH HOUSE ON THE RIGHT.  OBTAIN
 ET0872'PERMISSION FROM RANCH BEFOR VISITING STATION.  THE STATION IS ON THE
 ET0872'SMALL FLAT TOPPED HILL ABOUT 500 FEET NORTHEAST OF THE RANCH HOUSE AND
 ET0872'THE GATES ARE LOCKED AT NIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0371 ***********************************************************************
 CF0371  DESIGNATION -  FAIR
 CF0371  PID         -  CF0371
 CF0371  STATE/COUNTY-  AZ/COCHISE
 CF0371  USGS QUAD   -  DOUGLAS (1978)
 CF0371
 CF0371                         *CURRENT SURVEY CONTROL
 CF0371  ___________________________________________________________________
 CF0371* NAD 83(1992)-  31 21 53.86171(N)    109 32 25.49074(W)     ADJUSTED  
 CF0371* NAVD 88     -      1227.0    (meters)    4026.     (feet)  VERTCON   
 CF0371  ___________________________________________________________________
 CF0371  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CF0371  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CF0371  HORZ ORDER  -  SECOND
 CF0371
 CF0371.The horizontal coordinates were established by classical geodetic methods
 CF0371.and adjusted by the National Geodetic Survey in August 1993.
 CF0371
 CF0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0371
 CF0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0371
 CF0371.The geoid height was determined by GEOID03.
 CF0371
 CF0371;                    North         East     Units Scale Factor Converg.
 CF0371;SPC AZ E     -    40,629.663   272,935.382   MT  0.99994376   +0 19 33.5
 CF0371;SPC AZ E     -   133,299.42    895,457.29   iFT  0.99994376   +0 19 33.5
 CF0371;UTM  12      - 3,470,970.398   638,814.346   MT  0.99983767   +0 45 35.3
 CF0371
 CF0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0371!SPC AZ E     -   0.99981164  x   0.99994376  =   0.99975541
 CF0371!UTM  12      -   0.99981164  x   0.99983767  =   0.99964934
 CF0371
 CF0371                          SUPERSEDED SURVEY CONTROL
 CF0371
 CF0371  NAD 83(1986)-  31 21 53.85950(N)    109 32 25.47526(W) AD(       ) 2
 CF0371  NGVD 29 (03/13/91) 1226.2    (m)         4023.     (f) VERT ANG    3  
 CF0371
 CF0371.Superseded values are not recommended for survey control.
 CF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0371.See file dsdata.txt to determine how the superseded data were derived.
 CF0371
 CF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3881470970(NAD 83)
 CF0371_MARKER: DS = TRIANGULATION STATION DISK
 CF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0371+STABILITY: SURFACE MOTION
 CF0371
 CF0371  HISTORY     - Date     Condition        Report By
 CF0371  HISTORY     - 1982     MONUMENTED       AZDT
 CF0371
 CF0371                          STATION DESCRIPTION
 CF0371
 CF0371'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0371'THE STATION IS LOCATED 1-1/2 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0371'HIGHWAY 80.  A 21 FOOT H.I. IS REQUIRED AT DOUGLAS TO SEE FAIR.
 CF0371'
 CF0371'THE STATION MARK IS AN AZDT DISK STAMPED---FAIR 1982---.  IT IS SET IN
 CF0371'TOP OF A 10 INCH COACRETE MONUMENT.  IT IS 47 FEET NORTHWEST OF THE
 CF0371'CENTERLINE OF HIGHWAY, 2 FEET SOUTHEAST OF THE FENCELINE AND 3.5 FEET
 CF0371'NORTHWEST OF THE WITNESS POST.
 CF0371'
 CF0371'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FAIR RM 1 1982---.  IT IS
 CF0371'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET WEST OF A WITNESS
 CF0371'POST.
 CF0371'
 CF0371'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FAIR RM 2 1982---.  IT IS
 CF0371'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET NORTHEAST OF A
 CF0371'WITNESS POST.
 CF0371'
 CF0371'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0371'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN RIGHT AND
 CF0371'TRAVEL NORTH ALONG US 80 FOR 1.6 MILES TO THE STATION ON THE LEFT AT
 CF0371'MILE POST 368.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0961 ***********************************************************************
 CG0961  DESIGNATION -  FAIRBANK
 CG0961  PID         -  CG0961
 CG0961  STATE/COUNTY-  AZ/COCHISE
 CG0961  USGS QUAD   -  FAIRBANK (1952)
 CG0961
 CG0961                         *CURRENT SURVEY CONTROL
 CG0961  ___________________________________________________________________
 CG0961* NAD 83(1992)-  31 43 42.68020(N)    110 12 35.16606(W)     ADJUSTED  
 CG0961* NAVD 88     -      1232.3    (meters)    4043.     (feet)  VERTCON   
 CG0961  ___________________________________________________________________
 CG0961  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CG0961  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0961  HORZ ORDER  -  SECOND
 CG0961
 CG0961.The horizontal coordinates were established by classical geodetic methods
 CG0961.and adjusted by the National Geodetic Survey in August 1993.
 CG0961
 CG0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0961
 CG0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0961
 CG0961.The geoid height was determined by GEOID03.
 CG0961
 CG0961;                    North         East     Units Scale Factor Converg.
 CG0961;SPC AZ E     -    80,768.187   209,275.640   MT  0.99990021   -0 01 21.6
 CG0961;SPC AZ E     -   264,987.49    686,599.87   iFT  0.99990021   -0 01 21.6
 CG0961;UTM  12      - 3,510,616.585   574,861.761   MT  0.99966912   +0 24 56.2
 CG0961
 CG0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0961!SPC AZ E     -   0.99981091  x   0.99990021  =   0.99971114
 CG0961!UTM  12      -   0.99981091  x   0.99966912  =   0.99948010
 CG0961
 CG0961|---------------------------------------------------------------------|
 CG0961| PID    Reference Object                     Distance      Geod. Az  |
 CG0961|                                                           dddmmss.s |
 CG0961| CC7371 FAIRBANK RM 1                        11.172 METERS 02045     |
 CG0961| CC7372 FAIRBANK RM 2                         8.107 METERS 14002     |
 CG0961| CC7370 FAIRBANK AZ MK                                     2035449.1 |
 CG0961|---------------------------------------------------------------------|
 CG0961
 CG0961                          SUPERSEDED SURVEY CONTROL
 CG0961
 CG0961  NAD 83(1986)-  31 43 42.67221(N)    110 12 35.15931(W) AD(       ) 2
 CG0961  NAD 27      -  31 43 42.34900(N)    110 12 32.87700(W) AD(       ) 2
 CG0961  NGVD 29 (07/19/86) 1231.5    (m)         4040.     (f) VERT ANG    3  
 CG0961
 CG0961.Superseded values are not recommended for survey control.
 CG0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0961.See file dsdata.txt to determine how the superseded data were derived.
 CG0961
 CG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7486210617(NAD 83)
 CG0961_MARKER: DS = TRIANGULATION STATION DISK
 CG0961_SETTING: 66 = SET IN ROCK OUTCROP
 CG0961_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0961+STABILITY: POSITION/ELEVATION WELL
 CG0961
 CG0961  HISTORY     - Date     Condition        Report By
 CG0961  HISTORY     - 1946     MONUMENTED       CGS
 CG0961  HISTORY     - 1986     GOOD             AZDT
 CG0961
 CG0961                          STATION DESCRIPTION
 CG0961
 CG0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0961'THE STATION IS 1-3/4 MILES WNW OF FAIRBANK, BY AIRLINE, AND 12-1/2
 CG0961'MILES, AIRLINE, SSE OF ST. DAVID.  THE STATION IS ON TOP OF
 CG0961'THE FIRST ROCKY KNOLL, ABOUT 3/4 MILE W OF THE SAN PEDRO RIVER,
 CG0961'AND ABOUT 1/2 MILE N OF STATE HIGHWAY 82.
 CG0961'
 CG0961'TO REACH FROM THE MAIN CROSSROAD IN FAIRBANK, GO W ON STATE
 CG0961'HIGHWAY 82 OVER THE SOUTHERN PACIFIC RAILROAD TRACKS FOR 1.3
 CG0961'MILES TO A CATTLE GUARD.  CONTINUE FOR 0.2 MILE TO A GRADED
 CG0961'ROAD AND A CATTLE GUARD ON THE RIGHT AND THE WITNESS POST
 CG0961'AND THE AZIMUTH MARK JUST TO THE LEFT OF THE CATTLE GUARD.
 CG0961'HERE TAKE RIGHT FORK, A GRADED ROAD, TO THE N FOR 0.5 MILE.
 CG0961'HERE TURN RIGHT OR E AND GO 0.1 MILE TO A N-S FENCE LINE AND
 CG0961'THE END OF TRUCK TRAVEL.  FROM HERE PACK E FOR 1/4 MIL TO THE
 CG0961'HIGHEST POINT AND THE STATION.
 CG0961'
 CG0961'STATION MARK IS A BRONZE STATION DISK, STAMPED FAIRBANK
 CG0961'1946, AND SET IN A BOULDER PROJECTING 6 INCHES.  IT IS 9-1/2
 CG0961'INCHES N OF THE HIGHEST POINT OF THE HILL.
 CG0961'
 CG0961'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NO 1
 CG0961'FAIRBANK 1946, AND SET IN A BOULDER PROJECTING 10 INCHES.
 CG0961'IT IS ABOUT 26 INCHES BELOW THE STATION.  THE MARK IS N OF THE
 CG0961'STATION.
 CG0961'
 CG0961'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED NO 2
 CG0961'FAIRBANK 1946, AND SET IN A BOULDER PROJECTING 10 INCHES.  IT IS
 CG0961'ABOUT 18 INCHES BELOW THE STATION.  THE MARK IS SSE OF THE
 CG0961'STATION.
 CG0961'
 CG0961'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED FAIRBANK
 CG0961'1946, AND SET IN A CONCRETE ABUTMENT AT THE W END OF A CATTLE
 CG0961'GUARD.  IT IS 12 FEET E OF THE WITNESS POST, 11 FEET W OF THE
 CG0961'CENTER OF A GRADED ROAD, 100 FEET N OF THE CENTER OF STATE
 CG0961'HIGHWAY 82, AND 1/2 MILE S OF THE STATION.
 CG0961'
 CG0961'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CG0961
 CG0961                          STATION RECOVERY (1986)
 CG0961
 CG0961'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0961'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0961'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0961'
 CG0961'TO REACH THE STATION FROM TOMBSTONE TRAVEL NORTHWEST ALONG STATE ROUTE
 CG0961'82 AND U.S. HIGHWAY 80 FOR ABOUT 3 MILES TO THEIR JUNCTION.  TRAVEL
 CG0961'WEST ALONG SR 82 7.8 MILES TO KELLAR ROAD.  TURN RIGHT FOR ABOUT 100
 CG0961'FEET TO A CATTLE GUARD AND THE AZIMUTH MARK ON THE LEFT.  TRAVEL NORTH
 CG0961'ALONG KELLER ROAD FOR 0.7 MILE TO A DIM TRACK ROAD ON THE RIGHT.  TURN
 CG0961'RIGHT AND TRAVEL EAST FOR 0.05 MILE TO FENCE LINE.  TRAVEL SOUTH ALONG
 CG0961'THE WEST SIDE OF THE FENCE FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.
 CG0961'PACK EAST TO THE HIGHEST POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0603 ***********************************************************************
 DV0603  DESIGNATION -  FALCON
 DV0603  PID         -  DV0603
 DV0603  STATE/COUNTY-  AZ/MARICOPA
 DV0603  USGS QUAD   -  FOWLER (1982)
 DV0603
 DV0603                         *CURRENT SURVEY CONTROL
 DV0603  ___________________________________________________________________
 DV0603* NAD 83(1992)-  33 27 37.87913(N)    112 08 03.14768(W)     ADJUSTED  
 DV0603* NAVD 88     -       327.049  (meters)    1072.99   (feet)  ADJUSTED  
 DV0603  ___________________________________________________________________
 DV0603  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DV0603  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0603  DYNAMIC HT  -         326.668 (meters)    1071.74  (feet)  COMP
 DV0603  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DV0603
 DV0603  HORZ ORDER  -  SECOND
 DV0603  VERT ORDER  -  FIRST     CLASS II
 DV0603
 DV0603.The horizontal coordinates were established by classical geodetic methods
 DV0603.and adjusted by the National Geodetic Survey in August 1993.
 DV0603
 DV0603.The orthometric height was determined by differential leveling
 DV0603.and adjusted in November 1993.
 DV0603
 DV0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0603
 DV0603.The geoid height was determined by GEOID03.
 DV0603
 DV0603.The dynamic height is computed by dividing the NAVD 88
 DV0603.geopotential number by the normal gravity value computed on the
 DV0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0603.degrees latitude (g = 980.6199 gals.).
 DV0603
 DV0603.The modeled gravity was interpolated from observed gravity values.
 DV0603
 DV0603;                    North         East     Units Scale Factor Converg.
 DV0603;SPC AZ C     -   272,843.432   193,138.367   MT  0.99990504   -0 07 11.8
 DV0603;SPC AZ C     -   895,155.62    633,656.06   iFT  0.99990504   -0 07 11.8
 DV0603;UTM  12      - 3,702,917.599   394,598.176   MT  0.99973696   -0 37 31.5
 DV0603
 DV0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0603!SPC AZ C     -   0.99995337  x   0.99990504  =   0.99985842
 DV0603!UTM  12      -   0.99995337  x   0.99973696  =   0.99969034
 DV0603
 DV0603|---------------------------------------------------------------------|
 DV0603| PID    Reference Object                     Distance      Geod. Az  |
 DV0603|                                                           dddmmss.s |
 DV0603| DV0602 FALCON RM 1                           8.059 METERS 06423     |
 DV0603| DV0605 FALCON AZ MK                                       1423230.4 |
 DV0603| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 1.7 KM 2000035.2 |
 DV0603| DV0604 FALCON RM 2                          15.757 METERS 21538     |
 DV0603|---------------------------------------------------------------------|
 DV0603
 DV0603                          SUPERSEDED SURVEY CONTROL
 DV0603
 DV0603  NAD 83(1986)-  33 27 37.87322(N)    112 08 03.15326(W) AD(       ) 2
 DV0603  NAD 27      -  33 27 37.71830(N)    112 08 00.61100(W) AD(       ) 2
 DV0603  NGVD 29 (??/??/92)  326.426  (m)         1070.95   (f) ADJ UNCH    1 2
 DV0603
 DV0603.Superseded values are not recommended for survey control.
 DV0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0603.See file dsdata.txt to determine how the superseded data were derived.
 DV0603
 DV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9459802918(NAD 83)
 DV0603_MARKER: DE = TRAVERSE STATION DISK
 DV0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0603_STAMPING: FALCON 1963
 DV0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0603+STABILITY: SURFACE MOTION
 DV0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0603+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV0603
 DV0603  HISTORY     - Date     Condition        Report By
 DV0603  HISTORY     - 1963     MONUMENTED       CGS
 DV0603  HISTORY     - 1963     GOOD             CGS
 DV0603  HISTORY     - 1981     GOOD             AZDT
 DV0603  HISTORY     - 19960217 GOOD             USPSQD
 DV0603  HISTORY     - 20060324 GOOD             USPSQD
 DV0603  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 DV0603
 DV0603                          STATION DESCRIPTION
 DV0603
 DV0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0603'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF THE CENTER OF
 DV0603'PHOENIX, 0.65 MILE NORTH OF WEST VAN BUREN STREET, 0.35 MILE
 DV0603'SOUTH OF WEST MC DOWELL ROAD, ON THE EAST SIDE OF 35TH AVENUE
 DV0603'AND AT THE WEST EDGE OF FALCON PARK.
 DV0603'
 DV0603'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0603'(U.S. HIGHWAY 80) AND 35TH AVENUE IN THE SOUTHWEST PART OF
 DV0603'PHOENIX, GO NORTH ON 35TH AVENUE FOR 1.0 MILE TO WEST VAN BUREN
 DV0603'STREET, CONTINUE NORTH ON 35TH AVENUE FOR 0.5 MILE TO WEST
 DV0603'ROOSEVELT STREET, CONTINUE NORTH ON 35TH AVENUE FOR 0.15 MILE
 DV0603'TO THE STATION ON THE RIGHT.
 DV0603'
 DV0603'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0603'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DV0603'AND IS STAMPED FALCON 1963.  THE MARK IS 78 FEET EAST OF THE CENTER
 DV0603'OF 35TH AVENUE, 43 FEET NORTHWEST OF THE SOUTH END OF BACKSTOP
 DV0603'FENCE, 30.5 FEET WEST OF BACKSTOP FENCE AND 8.5 FEET SOUTHWEST
 DV0603'OF A LIGHT POLE.
 DV0603'
 DV0603'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV0603'IN THE SOUTHEAST CORNER OF CONCRETE FOUNDATION OF BLEACHERS AND
 DV0603'IS STAMPED FALCON NO 1 1963.  THE MARK IS 20.5 FEET EAST OF A
 DV0603'LIGHT POLE AND 7 FEET WEST OF THE BACKSTOP FENCE.
 DV0603'
 DV0603'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0603'ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND AND IS
 DV0603'STAMPED FALCON NO 2 1963.  THE MARK IS 61.5 FEET WEST OF THE
 DV0603'SOUTH END OF BACKSTOP FENCE, 60 FEET SOUTHWEST OF A LIGHT POLE
 DV0603'AND 48 FEET EAST OF THE CENTER OF 35TH AVENUE.
 DV0603'
 DV0603'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV0603'THE CONCRETE SIDEWALK AND IS STAMPED FALCON 1963.  THE MARK
 DV0603'IS 104 FEET NORTH OF THE NORTH SIDE OF CARL HAYDEN HIGH SCHOOL
 DV0603'BUILDING, 67 FEET NORTH-NORTHEAST OF FLAGPOLE, 38 FEET SOUTH OF
 DV0603'THE CENTER OF WEST ROOSEVELT STREET AND 14 FEET EAST OF THE
 DV0603'CENTER OF A DRIVEWAY.
 DV0603'
 DV0603'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 35TH
 DV0603'AVENUE FOR 0.15 MILE, TURN LEFT, GO EAST ON WEST ROOSEVELT
 DV0603'STREET FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 DV0603'
 DV0603'1/4 CORNER, IS A CITY SURVEY POINT, A BRASS DISK SET IN
 DV0603'CONCRETE INSIDE AND 8 INCH MANHOLE WHICH IS IN THE INTERSECTION
 DV0603'OF WEST ROOSEVELT STREET AND 35TH AVENUE, DISK HAS NO STAMPING
 DV0603'AND THE MARK IS 0.15 MILE SOUTH OF THE STATION.
 DV0603'
 DV0603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0603
 DV0603                          STATION RECOVERY (1963)
 DV0603
 DV0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0603'IN PHOENIX.
 DV0603'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF FALCON PARK IN THE
 DV0603'WEST PART OF PHOENIX, AND IS ABOUT 0.35 MILE SOUTH ALONG NORTH 35TH
 DV0603'AVENUE FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 79 FEET EAST OF THE
 DV0603'CENTER OF NORTH 35TH AVENUE, 54.6 FEET EAST OF POWER POLE NO. 7996,
 DV0603'8.5 FEET SOUTHWEST OF A FLOOD LIGHT POLE, 30.5 FEET WEST OF A
 DV0603'GRANDSTAND SCREEN, ABOUT 1 FOOT BELOW THE LEVEL OF NORTH 35TH AVENUE,
 DV0603'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0603
 DV0603                          STATION RECOVERY (1981)
 DV0603
 DV0603'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0603'1.40 MI (2.25 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0603'INTERSTATE 17 TO 35TH AVENUE, THENCE SOUTH 0.40 MILE  (0.6 KM) TO
 DV0603'FALCON PARK AND MARK ON THE LEFT.  A STANDARD CGS BRASS CAP SET IN
 DV0603'CONCRETE POST 0.20 FT (6.10 CM) BELOW GROUND.  35.0 FT (10.67 M)
 DV0603'EAST OF POWER POLE NUMBER 7996, 8.0 FT (2.44 M) SOUTHWEST OF BASEBALL
 DV0603'FIELD LIGHT POLE, 29.0 FT (8.84 M) WEST OF GATE IN NORTH-SOUTH
 DV0603'SECTION OF BACKSTOP FENCE.
 DV0603
 DV0603                          STATION RECOVERY (1996)
 DV0603
 DV0603'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0603'RECOVERED IN GOOD CONDITION.
 DV0603
 DV0603                          STATION RECOVERY (2006)
 DV0603
 DV0603'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0603'FOUND SOUTH OF LIGHT POLE
 DV0603
 DV0603                          STATION RECOVERY (2006)
 DV0603
 DV0603'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1922 ***********************************************************************
 CZ1922  DESIGNATION -  FALCON
 CZ1922  PID         -  CZ1922
 CZ1922  STATE/COUNTY-  AZ/PINAL
 CZ1922  USGS QUAD   -  TORTOLITA MTS (1988)
 CZ1922
 CZ1922                         *CURRENT SURVEY CONTROL
 CZ1922  ___________________________________________________________________
 CZ1922* NAD 83(1992)-  32 34 32.66873(N)    111 01 41.64760(W)     ADJUSTED  
 CZ1922* NAVD 88     -      1319.3    (meters)    4328.     (feet)  VERTCON   
 CZ1922  ___________________________________________________________________
 CZ1922  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CZ1922  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CZ1922  HORZ ORDER  -  SECOND
 CZ1922
 CZ1922.The horizontal coordinates were established by classical geodetic methods
 CZ1922.and adjusted by the National Geodetic Survey in August 1993.
 CZ1922
 CZ1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1922
 CZ1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1922
 CZ1922.The geoid height was determined by GEOID03.
 CZ1922
 CZ1922;                    North         East     Units Scale Factor Converg.
 CZ1922;SPC AZ C     -   175,053.885   296,774.910   MT  0.99998577   +0 28 42.1
 CZ1922;SPC AZ C     -   574,323.77    973,670.96   iFT  0.99998577   +0 28 42.1
 CZ1922;UTM  12      - 3,604,255.534   497,349.811   MT  0.99960009   -0 00 54.7
 CZ1922
 CZ1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1922!SPC AZ C     -   0.99979739  x   0.99998577  =   0.99978317
 CZ1922!UTM  12      -   0.99979739  x   0.99960009  =   0.99939757
 CZ1922
 CZ1922:                Primary Azimuth Mark                     Grid Az
 CZ1922:SPC AZ C     -  FALCON AZ MK                             106 00 27.1
 CZ1922:UTM  12      -  FALCON AZ MK                             106 30 03.9
 CZ1922
 CZ1922|---------------------------------------------------------------------|
 CZ1922| PID    Reference Object                     Distance      Geod. Az  |
 CZ1922|                                                           dddmmss.s |
 CZ1922| CH5144 FALCON AZ MK                                       1062909.2 |
 CZ1922| CH5146 FALCON RM 2                          14.210 METERS 23334     |
 CZ1922| CH5145 FALCON RM 1                           7.691 METERS 31248     |
 CZ1922|---------------------------------------------------------------------|
 CZ1922
 CZ1922                          SUPERSEDED SURVEY CONTROL
 CZ1922
 CZ1922  NAD 83(1986)-  32 34 32.66360(N)    111 01 41.64311(W) AD(       ) 2
 CZ1922  NAD 27      -  32 34 32.40550(N)    111 01 39.25270(W) AD(       ) 2
 CZ1922  NGVD 29 (07/19/86) 1318.6    (m)         4326.     (f) VERT ANG    3  
 CZ1922
 CZ1922.Superseded values are not recommended for survey control.
 CZ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1922.See file dsdata.txt to determine how the superseded data were derived.
 CZ1922
 CZ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9735004256(NAD 83)
 CZ1922_MARKER: DS = TRIANGULATION STATION DISK
 CZ1922_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1922_SP_SET: PREFABRICATED CONCRETE POST
 CZ1922
 CZ1922  HISTORY     - Date     Condition        Report By
 CZ1922  HISTORY     - 1962     MONUMENTED       CGS
 CZ1922  HISTORY     - 1977     GOOD             NGS
 CZ1922
 CZ1922                          STATION DESCRIPTION
 CZ1922
 CZ1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1922'THE STATION IS LOCATED ABOUT 26 MILES NORTH-NORTHWEST OF
 CZ1922'TUCSON, 14 MILES NORTHEAST OF MARANA, AND 6 MILES WEST-NORTHWEST
 CZ1922'OF ORACLE JUNCTION, ON THE EAST END OF A RIDGE ABOUT 100 FEET
 CZ1922'LONG ON THE MOUNTAIN AT THE EXTREME NORTHEAST END OF THE TORTOLITA
 CZ1922'MOUNTAINS.
 CZ1922'
 CZ1922'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CZ1922'80, 89 AND STATE HIGHWAYS 77 AND 789 AT ORACLE JUNCTION,
 CZ1922'GO SOUTH ON U.S. HIGHWAY 80, 89 FOR 2.9 MILES TO A GRADED
 CZ1922'RANCH ROAD AND CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND
 CZ1922'GO WEST 0.15 MILE TO THE RANCH HOUSE ON THE LEFT.  NOTIFY
 CZ1922'PROPERTY OWNER OF INTENTION TO VISIT STATION.  CONTINUE
 CZ1922'THROUGH RANCH YARD, AROUND THE NORTH SIDE OF SMALLER HOME,
 CZ1922'0.05 MILE TO TWO WOODEN GATES.  PASS THROUGH THE SOUTH GATE
 CZ1922'OF THE TWO AND GO WEST 0.3 MILE TO A FORK.  TAKE THE RIGHT
 CZ1922'FORK AND GO NORTHWEST 2.9 MILES TO A CROSS ROAD UNDER A
 CZ1922'POWERLINE.  TURN RIGHT AND GO NORTH UNDER THE POWERLINE 1.7
 CZ1922'MILES TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH GATE
 CZ1922'AND CONTINUE NORTH 0.2 MILE TO A TRACK ROAD ON THE LEFT.
 CZ1922'TURN LEFT AND FOLLOW ROUGH, TRACK ROAD WEST 0.7 MILE TO AN
 CZ1922'EARTHEN DAM AND RESERVOIR.  CROSS TOP OF DAM AND CONTINUE
 CZ1922'WEST APPROXIMATELY PARALLELING THE SECTION LINE FENCE ON THE
 CZ1922'NORTH SIDE FOR 2.8 MILES TO THE AZIMUTH MARK ON THE
 CZ1922'RIGHT.  WITH A FOUR-WHEEL-DRIVE VEHICLE CLIMB THE ROUGH, ROCKY
 CZ1922'RIDGE 0.4 MILE TO THE SUMMIT AND THE STATION.
 CZ1922'
 CZ1922'THE STATION MARK IS A STANDARD DISK STAMPED FALCON 1962
 CZ1922'CEMENTED IN THE TOP OF A 2-INCH CAST IRON SOIL PIPE PROJECTING
 CZ1922'ABOUT 1 FOOT ABOVE GROUND IN LOOSE, SHALEY ROCK.
 CZ1922'
 CZ1922'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FALCON
 CZ1922'NO 1 1962 CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP
 CZ1922'ABOUT 12 INCHES LONG AND 8 INCHES WIDE FLUSH WITH THE GROUND.
 CZ1922'IT IS ON THE NORTH SLOPE OF THE HILL ABOUT 2 FEET LOWER
 CZ1922'THAN STATION ELEVATION.
 CZ1922'
 CZ1922'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FALCON
 CZ1922'NO 2 1962 CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 18
 CZ1922'INCHES LONG AND 10 INCHES WIDE PROJECTING 1 FOOT ABOVE GROUND.
 CZ1922'IT IS ON THE SOUTH SIDE OF THE CREST OF THE RIDGE, NOT ON
 CZ1922'THE HIGHEST POINT, ABOUT 2 FEET LOWER THAN STATION ELEVATION,
 CZ1922'IN WHITISH COLORED ROCK.
 CZ1922'
 CZ1922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FALCON 1962
 CZ1922'CEMENTED IN A DRILL HOLE IN A BOULDER 4 FEET SQUARE PROJECTING
 CZ1922'3 FEET ABOVE GROUND.  IT IS ABOUT 1/10TH MILE NORTH OF AN
 CZ1922'EAST-WEST SECTION LINE FENCE, 25 FEET NORTH OF THE CENTER
 CZ1922'OF A DIM TRACK ROAD, AND 8 FEET WEST OF A METAL WITNESS SIGN.
 CZ1922
 CZ1922                          STATION RECOVERY (1977)
 CZ1922
 CZ1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1922'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND AS DESCRIBED
 CZ1922'AND IN GOOD CONDITION.  NO MEASUREMENTS OR ANGLE.
 CZ1922'
 CZ1922'A NEW DESCRIPTION FOLLOWS--
 CZ1922'
 CZ1922'FROM ORACLE JUNCTION, GO NORTH ON U.S. HWY. 80-89 TO MILE POST 95.35,
 CZ1922'ABOUT 4 MILES, TO THE ORACLE SUBSTATION.  TAKE THE POWERLINE ROAD
 CZ1922'WEST, PASSING ON THE SOUTH SIDE OF SUBSTATION, FOR 0.59 MILE TO A
 CZ1922'DIRT TANK ON THE LEFT, TURN LEFT ON TRAIL LEADING TO TANK STAYING
 CZ1922'ON RIGHT SIDE OF TANK (WEST) AND FOLLOW DIM TRACK TRAIL LEADING
 CZ1922'SOUTHWEST FOR 1.98 MILES TO A DIM TRACK TRAIL ON THE LEFT, CONTINUE
 CZ1922'STRAIGHT AHEAD TO END OF TRACK TRAIL.  HERE, TURN LEFT ACROSS
 CZ1922'COUNTRY TO A NORTH-SOUTH FENCE, TURN LEFT AT FENCE AND FOLLOW
 CZ1922'FENCE SOUTH FOR ABOUT 0.5 MILE TO A GATE AT THE FENCE CORNER.
 CZ1922'GO THROUGH GATE (STATION CAN BE SEEN FROM HERE TO THE
 CZ1922'SOUTHWEST) TURN RIGHT AND FOLLOW EAST-WEST FENCE FOR ABOUT 0.5 MILE,
 CZ1922'TURN LEFT AND PICK WAY THROUGH CACTUS INFESTED AREA TO BASE OF
 CZ1922'MOUNTAIN AND END OF TRUCK TRAVEL.  STATION IS ON MOST SOUTHERLY
 CZ1922'OF SEVERAL CLOSELY GROUPED PEAKS.  4 WHEEL DRIVE REQUIRED.
 CZ1922'
 CZ1922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES NNW OF
 CZ1922'TUCSON.
 CZ1922'
 CZ1922'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0605 ***********************************************************************
 DV0605  DESIGNATION -  FALCON AZ MK
 DV0605  PID         -  DV0605
 DV0605  STATE/COUNTY-  AZ/MARICOPA
 DV0605  USGS QUAD   -  FOWLER (1982)
 DV0605
 DV0605                         *CURRENT SURVEY CONTROL
 DV0605  ___________________________________________________________________
 DV0605* NAD 83(1986)-  33 27 30.     (N)    112 07 57.     (W)     SCALED    
 DV0605* NAVD 88     -       326.632  (meters)    1071.63   (feet)  ADJUSTED  
 DV0605  ___________________________________________________________________
 DV0605  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0605  DYNAMIC HT  -         326.252 (meters)    1070.38  (feet)  COMP
 DV0605  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 DV0605
 DV0605  VERT ORDER  -  FIRST     CLASS II
 DV0605
 DV0605.The horizontal coordinates were scaled from a topographic map and have
 DV0605.an estimated accuracy of +/- 6 seconds.
 DV0605
 DV0605.The orthometric height was determined by differential leveling
 DV0605.and adjusted in November 1993.
 DV0605
 DV0605.The geoid height was determined by GEOID03.
 DV0605
 DV0605.The dynamic height is computed by dividing the NAVD 88
 DV0605.geopotential number by the normal gravity value computed on the
 DV0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0605.degrees latitude (g = 980.6199 gals.).
 DV0605
 DV0605.The modeled gravity was interpolated from observed gravity values.
 DV0605
 DV0605;                    North         East    Units  Estimated Accuracy
 DV0605;SPC AZ C     -   272,600.      193,300.      MT  (+/- 180 meters Scaled)
 DV0605
 DV0605                          SUPERSEDED SURVEY CONTROL
 DV0605
 DV0605  NGVD 29 (??/??/92)  325.984  (m)         1069.50   (f) ADJ UNCH    1 2
 DV0605
 DV0605.Superseded values are not recommended for survey control.
 DV0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0605.See file dsdata.txt to determine how the superseded data were derived.
 DV0605
 DV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947026(NAD 83)
 DV0605_MARKER: DZ = AZIMUTH MARK DISK
 DV0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0605_SP_SET: CONCRETE SLAB
 DV0605_STAMPING: FALCON 1963
 DV0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0605
 DV0605  HISTORY     - Date     Condition        Report By
 DV0605  HISTORY     - 1963     MONUMENTED       CGS
 DV0605  HISTORY     - 1981     GOOD             AZDT
 DV0605  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0605  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV0605
 DV0605                          STATION DESCRIPTION
 DV0605
 DV0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0605'IN PHOENIX.
 DV0605'AT THE NORTH ENTRANCE TO CARL HAYDEN HIGH SCHOOL, SET IN TOP OF THE
 DV0605'NORTH END OF A CONCRETE SLAB IN THE PARKING AREA, 38 FEET SOUTH OF THE
 DV0605'CENTER OF ROOSEVELT STREET, 14 FEET EAST OF THE CENTER OF A DRIVE,
 DV0605'66.5 FEET NORTH-NORTHEAST OF A FLAG POLE, 105 FEET NORTH OF THE NORTH
 DV0605'SIDE OF THE SCHOOL BUILDING, 0.5 FOOT SOUTH OF THE SOUTH EDGE OF THE
 DV0605'SIDEWALK, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET.
 DV0605
 DV0605                          STATION RECOVERY (1981)
 DV0605
 DV0605'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0605'0.40 MI (0.6 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0605'INTERSTATE 17 IN PHOENIX TO 27 AVENUE, THENCE SOUTH 0.50 MILES
 DV0605'(0.80 KM) TO ROOSEVELT STREET, THENCE 0.9 MI (1.45 KM) WEST TO CARL
 DV0605'HAYDEN SCHOOL AND THE MARK ON THE LEFT.  A STANDARD CGS BRASS CAP
 DV0605'SET IN SIDEWALK FLUSH.  36.0 FT (10.97 M) SOUTH OF CENTERLINE OF
 DV0605'ROOSEVELT STREET, 13.6 FT (4.15 M) EAST OF PARKING LOT EXIT, 0.60
 DV0605'FT (0.183 M) SOUTH OF EAST-WEST FENCE, 67.0 FT (20.42 M) NORTHEAST
 DV0605'OF FLAGPOLE
 DV0605
 DV0605                          STATION RECOVERY (1996)
 DV0605
 DV0605'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0605'MARK NOT FOUND.
 DV0605
 DV0605                          STATION RECOVERY (2006)
 DV0605
 DV0605'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0605'A THOROUGH SEARCH WAS NOT POSSIBLE DUE TO CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0602 ***********************************************************************
 DV0602  DESIGNATION -  FALCON RM 1
 DV0602  PID         -  DV0602
 DV0602  STATE/COUNTY-  AZ/MARICOPA
 DV0602  USGS QUAD   -  FOWLER (1982)
 DV0602
 DV0602                         *CURRENT SURVEY CONTROL
 DV0602  ___________________________________________________________________
 DV0602* NAD 83(1986)-  33 27 37.     (N)    112 08 03.     (W)     SCALED    
 DV0602* NAVD 88     -       327.31   (+/-2cm)    1073.8    (feet)  VERTCON   
 DV0602  ___________________________________________________________________
 DV0602  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0602
 DV0602.The horizontal coordinates were scaled from a topographic map and have
 DV0602.an estimated accuracy of +/- 6 seconds.
 DV0602
 DV0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0602.The vertical order pertains to the NGVD 29 superseded value.
 DV0602
 DV0602.The geoid height was determined by GEOID03.
 DV0602
 DV0602;                    North         East    Units  Estimated Accuracy
 DV0602;SPC AZ C     -   272,820.      193,140.      MT  (+/- 180 meters Scaled)
 DV0602
 DV0602                          SUPERSEDED SURVEY CONTROL
 DV0602
 DV0602  NGVD 29 (??/??/92)  326.673  (m)         1071.76   (f) ADJ UNCH    2 0
 DV0602
 DV0602.Superseded values are not recommended for survey control.
 DV0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0602.See file dsdata.txt to determine how the superseded data were derived.
 DV0602
 DV0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946028(NAD 83)
 DV0602_MARKER: DR = REFERENCE MARK DISK
 DV0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0602_SP_SET: FOUNDATION
 DV0602_STAMPING: FALCON NO 1 1963
 DV0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0602
 DV0602  HISTORY     - Date     Condition        Report By
 DV0602  HISTORY     - 1963     MONUMENTED       CGS
 DV0602  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0602  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0602
 DV0602                          STATION DESCRIPTION
 DV0602
 DV0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0602'IN PHOENIX.
 DV0602'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF FALCON PARK IN THE
 DV0602'WEST PART OF PHOENIX, AND IS ABOUT 0.35 MILE SOUTH ALONG NORTH 35TH
 DV0602'AVENUE FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 26.4 FEET NORTHEAST
 DV0602'OF TRAVERSE STATION FALCON, 103 FEET EAST OF THE CENTER OF NORTH 35TH
 DV0602'AVENUE, 20 FEET EAST-NORTHEAST OF A FLOOD LIGHT POLE, 6.5 FEET WEST OF
 DV0602'A GRANDSTAND SCREEN, AND SET IN A DRILL HOLE IN TOP OF THE SOUTHEAST
 DV0602'CORNER OF THE CONCRETE FOUNDATION OF THE GRANDSTAND.
 DV0602
 DV0602                          STATION RECOVERY (1996)
 DV0602
 DV0602'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0602'MARK NOT FOUND.
 DV0602
 DV0602                          STATION RECOVERY (2008)
 DV0602
 DV0602'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0604 ***********************************************************************
 DV0604  DESIGNATION -  FALCON RM 2
 DV0604  PID         -  DV0604
 DV0604  STATE/COUNTY-  AZ/MARICOPA
 DV0604  USGS QUAD   -  FOWLER (1982)
 DV0604
 DV0604                         *CURRENT SURVEY CONTROL
 DV0604  ___________________________________________________________________
 DV0604* NAD 83(1986)-  33 27 38.     (N)    112 08 04.     (W)     SCALED    
 DV0604* NAVD 88     -       327.044  (meters)    1072.98   (feet)  ADJUSTED  
 DV0604  ___________________________________________________________________
 DV0604  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0604  DYNAMIC HT  -         326.664 (meters)    1071.73  (feet)  COMP
 DV0604  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 DV0604
 DV0604  VERT ORDER  -  FIRST     CLASS II
 DV0604
 DV0604.The horizontal coordinates were scaled from a topographic map and have
 DV0604.an estimated accuracy of +/- 6 seconds.
 DV0604
 DV0604.The orthometric height was determined by differential leveling
 DV0604.and adjusted in November 1993.
 DV0604
 DV0604.The geoid height was determined by GEOID03.
 DV0604
 DV0604.The dynamic height is computed by dividing the NAVD 88
 DV0604.geopotential number by the normal gravity value computed on the
 DV0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0604.degrees latitude (g = 980.6199 gals.).
 DV0604
 DV0604.The modeled gravity was interpolated from observed gravity values.
 DV0604
 DV0604;                    North         East    Units  Estimated Accuracy
 DV0604;SPC AZ C     -   272,850.      193,120.      MT  (+/- 180 meters Scaled)
 DV0604
 DV0604                          SUPERSEDED SURVEY CONTROL
 DV0604
 DV0604  NGVD 29 (??/??/92)  326.411  (m)         1070.90   (f) ADJ UNCH    1 2
 DV0604
 DV0604.Superseded values are not recommended for survey control.
 DV0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0604.See file dsdata.txt to determine how the superseded data were derived.
 DV0604
 DV0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC945029(NAD 83)
 DV0604_MARKER: DR = REFERENCE MARK DISK
 DV0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0604_STAMPING: FALCON NO 2 1963
 DV0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0604+STABILITY: SURFACE MOTION
 DV0604
 DV0604  HISTORY     - Date     Condition        Report By
 DV0604  HISTORY     - 1963     MONUMENTED       CGS
 DV0604  HISTORY     - 1981     GOOD             AZDT
 DV0604  HISTORY     - 19960217 GOOD             USPSQD
 DV0604  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 DV0604
 DV0604                          STATION DESCRIPTION
 DV0604
 DV0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0604'IN PHOENIX.
 DV0604'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF FALCON PARK IN THE
 DV0604'WEST PARK OF PHOENIX, AND IS ABOUT 0.35 MILE SOUTH ALONG NORTH 35TH
 DV0604'AVENUE FROM ITS JUNCTION WITH WEST MCDOWELL ROAD, 51.7 FEET SOUTHWEST
 DV0604'OF TRAVERSE STATION FALCON, 48.5 FEET EAST OF THE CENTER OF NORTH 35TH
 DV0604'AVENUE, 43 FEET SOUTHEAST OF POWER POLE NO. 7996, 60 FEET SOUTHWEST OF
 DV0604'A FLOOD LIGHT POLE, 61 FEET WEST OF THE SOUTH END OF A GRANDSTAND
 DV0604'SCREEN, 1 FOOT BELOW THE LEVEL OF THE AVENUE, AND SET IN TOP OF A
 DV0604'CONCRETE POST FLUSH WITH THE GROUND.
 DV0604
 DV0604                          STATION RECOVERY (1981)
 DV0604
 DV0604'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0604'1.40 MI (2.25 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV0604'INTERSECTION OF INTERSTATE 17 IN PHOENIX, TO 35TH AVENUE.  THENCE
 DV0604'SOUTH 0.40 MILE (0.6 KM) TO FALCON PARK AND THE MARK ON THE
 DV0604'LEFT.  A STANDARD CGS BRASS CAP SET IN THE TOP OF A CONCRETE POST
 DV0604'0.20 FT (6.10 CM) BELOW GROUND.  7.8 FT (2.38 METERS)
 DV0604'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK IN LINE WITH A ROW OF
 DV0604'LARGE PALM TREES.  49.3 FT (15.03 METERS) SOUTH-SOUTHEAST OF POWER
 DV0604'POLE 7996.  7.0 FT (2.13 METERS) EAST OF A WATER METER BOX.
 DV0604
 DV0604                          STATION RECOVERY (1996)
 DV0604
 DV0604'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0604'RECOVERED IN GOOD CONDITION.
 DV0604
 DV0604                          STATION RECOVERY (2006)
 DV0604
 DV0604'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2160 ***********************************************************************
 DU2160  DESIGNATION -  FALFA
 DU2160  PID         -  DU2160
 DU2160  STATE/COUNTY-  AZ/MARICOPA
 DU2160  USGS QUAD   -  CHANDLER (1981)
 DU2160
 DU2160                         *CURRENT SURVEY CONTROL
 DU2160  ___________________________________________________________________
 DU2160* NAD 83(1992)-  33 21 00.17186(N)    111 50 30.06122(W)     ADJUSTED  
 DU2160* NAVD 88     -      1214.     (meters)    3983.     (feet)  SCALED    
 DU2160  ___________________________________________________________________
 DU2160  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DU2160  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU2160  HORZ ORDER  -  THIRD
 DU2160
 DU2160.The horizontal coordinates were established by classical geodetic methods
 DU2160.and adjusted by the National Geodetic Survey in August 1993.
 DU2160
 DU2160.The orthometric height was scaled from a topographic map.
 DU2160
 DU2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2160
 DU2160.The geoid height was determined by GEOID03.
 DU2160
 DU2160;                    North         East     Units Scale Factor Converg.
 DU2160;SPC AZ C     -   260,573.117   220,338.903   MT  0.99990060   +0 02 28.4
 DU2160;SPC AZ C     -   854,898.68    722,896.66   iFT  0.99990060   +0 02 28.4
 DU2160;UTM  12      - 3,690,410.612   421,684.245   MT  0.99967562   -0 27 45.9
 DU2160
 DU2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2160!SPC AZ C     -   0.99981420  x   0.99990060  =   0.99971482
 DU2160!UTM  12      -   0.99981420  x   0.99967562  =   0.99948988
 DU2160
 DU2160|---------------------------------------------------------------------|
 DU2160| PID    Reference Object                     Distance      Geod. Az  |
 DU2160|                                                           dddmmss.s |
 DU2160| CH5148 FALFA RM 1                           29.405 METERS 18002     |
 DU2160| CH5149 FALFA RM 2                           11.980 METERS 27016     |
 DU2160| DU2166 PHOENIX TUCSON AWY BCN O            APPROX.13.0 KM 2782521.0 |
 DU2160| CH5147 FALFA AZ MK                                        3574111.8 |
 DU2160|---------------------------------------------------------------------|
 DU2160
 DU2160                          SUPERSEDED SURVEY CONTROL
 DU2160
 DU2160  NAD 83(1986)-  33 21 00.16612(N)    111 50 30.06527(W) AD(       ) 3
 DU2160  NAD 27      -  33 20 59.99600(N)    111 50 27.56200(W) AD(       ) 3
 DU2160
 DU2160.Superseded values are not recommended for survey control.
 DU2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2160.See file dsdata.txt to determine how the superseded data were derived.
 DU2160
 DU2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2168490411(NAD 83)
 DU2160_MARKER: DS = TRIANGULATION STATION DISK
 DU2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2160
 DU2160  HISTORY     - Date     Condition        Report By
 DU2160  HISTORY     - 1936     MONUMENTED       CGS
 DU2160  HISTORY     - 1942     GOOD             CGS
 DU2160  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 DU2160  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU2160
 DU2160                          STATION DESCRIPTION
 DU2160
 DU2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2160'ON THE EAST SIDE OF STATE HIGHWAY NO. 87, 4.6 MILES SOUTH OF MESA.
 DU2160'STATION MARKS ARE BRONZE DISKS.
 DU2160'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DU2160'CEMENTED IN CULVERT BULKHEAD AT CROSS ROADS AND IS 29.405 METERS
 DU2160'(96.47 FEET) FROM STATION S 00 DEG 02 MIN W.  REFERENCE
 DU2160'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS CEMENTED IN
 DU2160'CONCRETE HIGHWAY OPPOSITE THE STATION AND IS 11.980 METERS
 DU2160'(39.30 FEET) FROM STATION S 90 DEG 16 MIN W.  THE
 DU2160'AZIMUTH MARK IS ALONG THE WEST SIDE OF HIGHWAY NO. 87 NEAR THE
 DU2160'WEST RIGHT-OF-WAY BOUNDARY FENCE AND ABOUT 0.3 MILE FROM
 DU2160'STATION N 02 DEG 19 MIN W.
 DU2160
 DU2160                          STATION RECOVERY (1942)
 DU2160
 DU2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DU2160'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 DU2160
 DU2160                          STATION RECOVERY (2005)
 DU2160
 DU2160'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2160'ONLY FOUND A BENCHMARK AT 33 20 59.4 (N)   111 50 31.2 (W) (NAD 83)
 DU2160'WITH DESIGNATION OF SRV 1A. THE INTERSECTION OF 87 (ARIZONA AVE) AND
 DU2160'ELLIOT AVE HAVE BEEN IMPROVED SINCE THE LAST RECOVERY DATE.
 DU2160
 DU2160                          STATION RECOVERY (2007)
 DU2160
 DU2160'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2160'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2160'MARK.
 DU2160'THE HIGHWAY IS OVER 100 FEET WIDE AT THIS LOCATION. ASSUMED DESTROYED.
 DU2160' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0892 ***********************************************************************
 DW0892  DESIGNATION -  FALL
 DW0892  PID         -  DW0892
 DW0892  STATE/COUNTY-  AZ/LA PAZ
 DW0892  USGS QUAD   -  LA PAZ MTN (1970)
 DW0892
 DW0892                         *CURRENT SURVEY CONTROL
 DW0892  ___________________________________________________________________
 DW0892* NAD 83(1992)-  33 38 28.84816(N)    114 22 46.40663(W)     ADJUSTED  
 DW0892* NAVD 88     -       439.7    (meters)    1443.     (feet)  VERTCON   
 DW0892  ___________________________________________________________________
 DW0892  EPOCH DATE  -        1991.35
 DW0892  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 DW0892  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DW0892  HORZ ORDER  -  SECOND
 DW0892
 DW0892.The horizontal coordinates were established by classical geodetic methods
 DW0892.and adjusted by the National Geodetic Survey in June 1996.
 DW0892.The horizontal coordinates are valid at the epoch date displayed above.
 DW0892.The epoch date for horizontal control is a decimal equivalence
 DW0892.of Year/Month/Day.
 DW0892
 DW0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0892
 DW0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0892
 DW0892.The geoid height was determined by GEOID03.
 DW0892
 DW0892;                    North         East     Units Scale Factor Converg.
 DW0892;SPC AZ W     -   293,063.827   154,958.616   MT  0.99997537   -0 20 55.6
 DW0892;SPC AZ W     -   961,495.50    508,394.41   iFT  0.99997537   -0 20 55.6
 DW0892;SPC CA 6     -   665,104.001 2,173,508.505   MT  0.99996849   +1 01 40.2
 DW0892;SPC CA 6     - 2,182,095.38  7,130,919.15   sFT  0.99996849   +1 01 40.2
 DW0892;UTM  11      - 3,725,470.590   743,037.447   MT  1.00032826   +1 27 08.7
 DW0892
 DW0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0892!SPC AZ W     -   0.99993602  x   0.99997537  =   0.99991139
 DW0892!SPC CA 6     -   0.99993602  x   0.99996849  =   0.99990451
 DW0892!UTM  11      -   0.99993602  x   1.00032826  =   1.00026426
 DW0892
 DW0892:                Primary Azimuth Mark                     Grid Az
 DW0892:SPC AZ W     -  HIGHWAY 60 STA 532+50.50 1055.62         059 24 12.0
 DW0892:SPC CA 6     -  HIGHWAY 60 STA 532+50.50 1055.62         058 01 36.2
 DW0892:UTM  11      -  HIGHWAY 60 STA 532+50.50 1055.62         057 36 07.7
 DW0892
 DW0892|---------------------------------------------------------------------|
 DW0892| PID    Reference Object                     Distance      Geod. Az  |
 DW0892|                                                           dddmmss.s |
 DW0892| CE9356 HIGHWAY 60 STA 532+50.50 1055.62                   0590316.4 |
 DW0892| CE9357 FALL RM 1                             4.861 METERS 09737     |
 DW0892| DW0981 BLYTHE WATER TANK                   APPROX.20.5 KM 2610902.5 |
 DW0892| CE9358 FALL RM 2                             3.845 METERS 29243     |
 DW0892|---------------------------------------------------------------------|
 DW0892
 DW0892                          SUPERSEDED SURVEY CONTROL
 DW0892
 DW0892  NAD 83(1992)-  33 38 28.84809(N)    114 22 46.40627(W) AD(       ) 2
 DW0892  NAD 83(1986)-  33 38 28.84669(N)    114 22 46.41137(W) AD(       ) 2
 DW0892  NAD 27      -  33 38 28.75790(N)    114 22 43.58680(W) AD(       ) 2
 DW0892  NGVD 29 (07/19/86)  439.0    (m)         1440.     (f) VERT ANG    3  
 DW0892
 DW0892.Superseded values are not recommended for survey control.
 DW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0892.See file dsdata.txt to determine how the superseded data were derived.
 DW0892
 DW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4303725471(NAD 83)
 DW0892_MARKER: DS = TRIANGULATION STATION DISK
 DW0892_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DW0892
 DW0892  HISTORY     - Date     Condition        Report By
 DW0892  HISTORY     - 1962     MONUMENTED       CGS
 DW0892  HISTORY     - 1965     GOOD             AMS
 DW0892  HISTORY     - 1981     GOOD             NGS
 DW0892
 DW0892                          STATION DESCRIPTION
 DW0892
 DW0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0892'STATION IS LOCATED ABOUT 14 MILES EAST OF BLYTHE, CALIFORNIA,
 DW0892'ABOUT 10 MILES WEST-SOUTHWEST OF QUARTZSITE, ABOUT 8 MILES
 DW0892'EAST OF EHRENBERG AND ON HIGHEST POINT OF HILL WHICH IS 1/4
 DW0892'MILES SOUTH OF U.S. HIGHWAY 60 AND 70.
 DW0892'
 DW0892'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60, 70 AND 95 IN
 DW0892'THE EAST EDGE OF QUARTZSITE, GO WEST ON U.S. HIGHWAY 60 AND 70
 DW0892'FOR 7.9 MILES TO MILE POST 11 ON LEFT, CONTINUE WEST ON HIGHWAY
 DW0892'FOR 0.8 MILE TO BRIDGE WITH GUARD RAIL AND AZIMUTH MARK ON SOUTH
 DW0892'SIDE OF BRIDGE, CONTINUE WEST ON HIGHWAY FOR 0.2 MILE TO MILE
 DW0892'POST 10 ON LEFT, CONTINUE WEST FOR 0.7 MILE TO WEST END OF GUARD
 DW0892'RAIL AND END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH-SOUTHEAST
 DW0892'AROUND EAST SIDE OF HILL FOLLOWING DIM PATH UPHILL FOR 0.25
 DW0892'MILE (APPROXIMATELY 25 MINUTES) TO TOP OF HILL AND STATION.
 DW0892'
 DW0892'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FALL 1962, IS
 DW0892'SET IN A DRILL HOLE IN A 4 FEET SQUARE CONCRETE SLAB WHICH IS SET
 DW0892'FLUSH WITH THE GROUND.  THE MARK IS ON THE HIGHEST POINT OF HILL
 DW0892'AND 4 FEET SOUTH OF A WOOD POST.
 DW0892'
 DW0892'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FALL NO
 DW0892'1 1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0892'WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS ON SOUTHEAST EDGE
 DW0892'OF TOP OF HILL, 17 FEET EAST-SOUTHEAST OF A WOOD POST AND IS
 DW0892'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DW0892'
 DW0892'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FALL NO
 DW0892'2 1962, IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK
 DW0892'WHICH IS FLUSH WITH THE GROUND AND IS ON THE NORTHWEST EDGE OF
 DW0892'HIGHEST PART OF HILL.  THE MARK IS 11 FEET WEST OF A WOOD POST
 DW0892'AND ABOUT 6 INCHES LOWER IN ELEVATION THAN THE STATION.
 DW0892'
 DW0892'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DW0892'A DRILL HOLE ON THE SOUTH SIDE OF THE BRIDGE AND IS STAMPED
 DW0892'1055.62 532+50.50 1950.  THE MARK IS MIDWAY BETWEEN THE EAST AND
 DW0892'WEST ENDS OF SOUTH SIDE OF BRIDGE, 27 FEET SOUTH OF CENTER OF
 DW0892'HIGHWAY AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE HIGHWAY.
 DW0892'
 DW0892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DW0892
 DW0892                          STATION RECOVERY (1965)
 DW0892
 DW0892'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (CCS)
 DW0892'STATION MARK, ALL REFERENCE MARKS, AND AZIMUTH MARK WERE
 DW0892'RECOVERED AND DESCRIPTION ADEQUATE.
 DW0892
 DW0892                          STATION RECOVERY (1981)
 DW0892
 DW0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0892'STATION RECOVERED AS DECRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0601 ***********************************************************************
 GP0601  DESIGNATION -  FALL
 GP0601  PID         -  GP0601
 GP0601  STATE/COUNTY-  AZ/COCONINO
 GP0601  USGS QUAD   -  LEES FERRY (1985)
 GP0601
 GP0601                         *CURRENT SURVEY CONTROL
 GP0601  ___________________________________________________________________
 GP0601* NAD 83(1992)-  36 47 00.38277(N)    111 32 40.70423(W)     ADJUSTED  
 GP0601* NAVD 88     -      1723.4    (meters)    5654.     (feet)  VERTCON   
 GP0601  ___________________________________________________________________
 GP0601  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GP0601  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0601  HORZ ORDER  -  SECOND
 GP0601
 GP0601.The horizontal coordinates were established by classical geodetic methods
 GP0601.and adjusted by the National Geodetic Survey in August 1993.
 GP0601
 GP0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0601
 GP0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0601
 GP0601.The geoid height was determined by GEOID03.
 GP0601
 GP0601;                    North         East     Units Scale Factor Converg.
 GP0601;SPC AZ C     -   641,504.135   246,565.132   MT  0.99991358   +0 13 22.0
 GP0601;SPC AZ C     - 2,104,672.36    808,940.72   iFT  0.99991358   +0 13 22.0
 GP0601;UTM  12      - 4,070,987.376   451,402.775   MT  0.99962909   -0 19 34.1
 GP0601
 GP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0601!SPC AZ C     -   0.99973324  x   0.99991358  =   0.99964685
 GP0601!UTM  12      -   0.99973324  x   0.99962909  =   0.99936243
 GP0601
 GP0601:                Primary Azimuth Mark                     Grid Az
 GP0601:SPC AZ C     -  PAGE MUNICIPAL TANK                      030 01 40.7
 GP0601:UTM  12      -  PAGE MUNICIPAL TANK                      030 34 36.8
 GP0601
 GP0601|---------------------------------------------------------------------|
 GP0601| PID    Reference Object                     Distance      Geod. Az  |
 GP0601|                                                           dddmmss.s |
 GP0601| GP0574 PAGE MUNICIPAL TANK                 APPROX.16.1 KM 0301502.7 |
 GP0601| CH2257 FALL RM 1                            11.582 METERS 08535     |
 GP0601| CH2258 FALL RM 2                            16.437 METERS 18516     |
 GP0601| GP0293 R 403                                              2293031.1 |
 GP0601|---------------------------------------------------------------------|
 GP0601
 GP0601                          SUPERSEDED SURVEY CONTROL
 GP0601
 GP0601  NAD 83(1986)-  36 47 00.37777(N)    111 32 40.70456(W) AD(       ) 2
 GP0601  NAD 27      -  36 47 00.41511(N)    111 32 38.14179(W) AD(       ) 2
 GP0601  NGVD 29 (07/19/86) 1722.5    (m)         5651.     (f) VERT ANG    3  
 GP0601
 GP0601.Superseded values are not recommended for survey control.
 GP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0601.See file dsdata.txt to determine how the superseded data were derived.
 GP0601
 GP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5140370987(NAD 83)
 GP0601_MARKER: DS = TRIANGULATION STATION DISK
 GP0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GP0601
 GP0601  HISTORY     - Date     Condition        Report By
 GP0601  HISTORY     - 1963     MONUMENTED       CGS
 GP0601
 GP0601                          STATION DESCRIPTION
 GP0601
 GP0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0601'THE STATION IS LOCATED ON THE NORTHWEST END OF A RIDGE THAT
 GP0601'FORMS THE NORTH END OF A HIGH PLATEAU.  IT IS ABOUT 11 MILES
 GP0601'SOUTHWEST OF PAGE, 1.5 MILES WEST OF FALL CREEK AND 0.2
 GP0601'MILE SOUTHEAST OF U.S. HIGHWAY 89.
 GP0601'
 GP0601'TO REACH FROM THE POST OFFICE IN PAGE, GO NORTHEAST ON THE
 GP0601'PARKING LOT ROAD FOR 0.2 MILE TO SEVENTH AVENUE.  TURN LEFT
 GP0601'ON SEVENTH AVENUE AND GO NORTHWESTERLY FOR 0.55 MILE TO A FORK.
 GP0601'TAKE THE LEFT FORK AND GO 0.45 MILE TO A T-INTERSECTION.  TURN
 GP0601'LEFT, AS PER SIGN FLAGSTAFF, AND GO SOUTHERLY ON U.S. HIGHWAY
 GP0601'89 FOR 12.35 MILES TO A POINT WHERE THE HIGHWAY REACHES THE
 GP0601'TOP OF A PLATEAU AND A TRACK-ROAD WHICH CROSSES THE HIGHWAY.
 GP0601'(TO REACH BENCH MARK R 403 1962, CONTINUE ON U.S. HIGHWAY
 GP0601'89 FOR 0.2 MILE TO THE MARK ON THE RIGHT).  TURN LEFT, THENCE
 GP0601'LEFT AGAIN AND GO NORTH AND NORTHEAST FOR 0.6 MILE TO THE
 GP0601'TOP OF A RIDGE.   LEFT, NORTHWEST, AND GO CROSS COUNTRY
 GP0601'FOR 0.1 MILE TO THE STATION.
 GP0601'
 GP0601'THE STATION MARK IS A STANDARD DISK, STAMPED FALL 1963, SET
 GP0601'IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS
 GP0601'5.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 GP0601'
 GP0601'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FALL NO 1 1963,
 GP0601'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 5 INCHES.
 GP0601'IT IS 35.7 FEET EAST OF THE WITNESS POST.
 GP0601'
 GP0601'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FALL NO 2 1963,
 GP0601'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 5 INCHES.
 GP0601'IT IS 59.3 FEET SOUTH OF THE WITNESS POST.
 GP0601'
 GP0601'BENCH MARK R 403 1962 IS A STANDARD BENCH MARK DISK, STAMPED
 GP0601'R 403 1962, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 GP0601'2 INCHES.  IT IS 210 FEET NORTHWEST OF THE CENTER OF U.S.
 GP0601'HIGHWAY 89, 51.8 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 3,
 GP0601'3.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND IN
 GP0601'LINE WITH TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0962 ***********************************************************************
 FR0962  DESIGNATION -  FANCHER
 FR0962  PID         -  FR0962
 FR0962  STATE/COUNTY-  AZ/MOHAVE
 FR0962  USGS QUAD   -  AUSTIN PEAK (1978)
 FR0962
 FR0962                         *CURRENT SURVEY CONTROL
 FR0962  ___________________________________________________________________
 FR0962* NAD 83(1992)-  35 03 36.75838(N)    113 30 20.04771(W)     ADJUSTED  
 FR0962* NAVD 88     -      1792.3    (meters)    5880.     (feet)  VERTCON   
 FR0962  ___________________________________________________________________
 FR0962  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 FR0962  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FR0962  HORZ ORDER  -  FIRST
 FR0962
 FR0962.The horizontal coordinates were established by classical geodetic methods
 FR0962.and adjusted by the National Geodetic Survey in August 1993.
 FR0962
 FR0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0962
 FR0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0962
 FR0962.The geoid height was determined by GEOID03.
 FR0962
 FR0962;                    North         East     Units Scale Factor Converg.
 FR0962;SPC AZ W     -   450,295.716   235,655.855   MT  0.99993946   +0 08 25.5
 FR0962;SPC AZ W     - 1,477,348.15    773,149.13   iFT  0.99993946   +0 08 25.5
 FR0962;UTM  12      - 3,882,591.247   271,505.338   MT  1.00024350   -1 26 23.7
 FR0962
 FR0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0962!SPC AZ W     -   0.99972307  x   0.99993946  =   0.99966255
 FR0962!UTM  12      -   0.99972307  x   1.00024350  =   0.99996650
 FR0962
 FR0962|---------------------------------------------------------------------|
 FR0962| PID    Reference Object                     Distance      Geod. Az  |
 FR0962|                                                           dddmmss.s |
 FR0962| CH2260 FANCHER RM 1                         22.578 METERS 06647     |
 FR0962| CH2259 FANCHER AZ MK                                      3103429.3 |
 FR0962| CH2261 FANCHER RM 2                         13.508 METERS 35708     |
 FR0962|---------------------------------------------------------------------|
 FR0962
 FR0962                          SUPERSEDED SURVEY CONTROL
 FR0962
 FR0962  NAD 83(1986)-  35 03 36.75866(N)    113 30 20.05241(W) AD(       ) 1
 FR0962  NAD 27      -  35 03 36.73400(N)    113 30 17.28900(W) AD(       ) 1
 FR0962  NGVD 29 (07/19/86) 1791.4    (m)         5877.     (f) VERT ANG    3  
 FR0962
 FR0962.Superseded values are not recommended for survey control.
 FR0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0962.See file dsdata.txt to determine how the superseded data were derived.
 FR0962
 FR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7150582591(NAD 83)
 FR0962_MARKER: DS = TRIANGULATION STATION DISK
 FR0962_SETTING: 66 = SET IN ROCK OUTCROP
 FR0962
 FR0962  HISTORY     - Date     Condition        Report By
 FR0962  HISTORY     - 1944     MONUMENTED       CGS
 FR0962  HISTORY     - 1948     GOOD             CGS
 FR0962  HISTORY     - 1950     GOOD             CGS
 FR0962
 FR0962                          STATION DESCRIPTION
 FR0962
 FR0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0962'STATION IS ON THE HIGHEST POINT OF A LARGE HIGH MESA WHICH LIES
 FR0962'ABOUT 35 MILES S OF PEACH SPRINGS, ABOUT 25 MILES N OF WIKIEUP, AND
 FR0962'ABOUT 4 MILES S OF AUSTIN BUTTE.  IT IS ABOUT 5 MILES S OF
 FR0962'KNIGHT CREEK AND ABOUT 4 MILES E OF THE SHARP RANCH.
 FR0962'
 FR0962'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 FR0962'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE.  IT IS
 FR0962'STAMPED FANCHER 1944.
 FR0962'
 FR0962'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 FR0962'BEDROCK PROJECTING ABOUT 1-1/2 FEET ABOVE THE SURROUNDING
 FR0962'SURFACE AND IS STAMPED FANCHER NO 1 1944.  IT IS ABOUT 4 FEET
 FR0962'LOWER IN ELEVATION THAN THE STATION MARK.
 FR0962'
 FR0962'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 FR0962'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS
 FR0962'STAMPED FANCHER NO 2 1944.  IT IS ABOUT 2 FEET LOWER IN
 FR0962'ELEVATION THAN THE STATION MARK.
 FR0962'
 FR0962'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 FR0962'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS
 FR0962'STAMPED FANCHER 1944.  IT IS ALONG THE EDGE OF THE MESA AND
 FR0962'IS 2-1/2 FEET WSW OF A 3-FOOT CAIRN.
 FR0962'
 FR0962'TO REACH STATION FROM WIKIEUP, GO N ON THE WIKIEUP-KINGMAN
 FR0962'ROAD FOR 27 MILES TO ROUND VALLEY, HERE TURN RIGHT ON A ROAD
 FR0962'LEADING ACROSS THE SAND TO THE RIGHT AND CONTINUE FOR 4.8
 FR0962'MILES TO A FENCE, CONTINUE FOR 0.9 MILE TO A FORKS, TAKE
 FR0962'THE RIGHT FORK AND CONTINUE FOR 0.1 MILE AND CROSS A LARGE
 FR0962'SAND WASH, CONTINUE FOR 0.3 MILE TO A FORKS, TAKE THE RIGHT FORK
 FR0962'AND CONTINUE FOR 2.0 MILES TO A FORK.  THE RIGHT FORK IS A VERY
 FR0962'DIM TRACK ROAD.  TAKE LEFT FORK AND CONTINUE FOR 2.1 MILES
 FR0962'TO THE SHARP RANCH.  HERE THE ROAD BECOMES DIM, CONTINUE FOR
 FR0962'2.1 MILES TO AN OLD SCHOOLHOUSE ON THE RIGHT, CONTINUE FOR
 FR0962'0.9 MILE TO THE RIGHT OF SOME PROMINENT WHITE ROCK CLIFFS
 FR0962'WHERE THE LOW RIDGE LEADING UP THE STATION CAN BE SEEN ABOUT 1
 FR0962'MILE TO THE RIGHT OF THE ROAD.  TURN RIGHT ACROSS COUNTRY
 FR0962'AND CONTINUE FOR 0.3 MILE TOWARD THE RIDGE COMING TO
 FR0962'THE END OF TRUCK TRAVEL AT A DEEP WASH.  FROM HERE PACK
 FR0962'ACROSS TO THE RIDGE AND THEN FOLLOW IT UP TO WHERE IT CONNECTS
 FR0962'TO A LARGE FLAT MESA.  FROM HERE BEAR LEFT ALONG THE EDGE
 FR0962'OF THE MESA FOR ABOUT 1/8 MILE TO THE HIGHEST POINT AND
 FR0962'THE STATION.
 FR0962
 FR0962                          STATION RECOVERY (1948)
 FR0962
 FR0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0962'ALL MARKS WERE FOUND IN GOOD CONDITION.
 FR0962'
 FR0962'THE STATION IS ON THE HIGHEST POINT OF A LARGE HIGH MESA,
 FR0962'ABOUT 35 MILES SOUTH OF PEACH SPRINGS, ABOUT 25 MILES NORTH OF
 FR0962'WIKIEUP AND ABOUT 4 MILES EAST OF THE SHARP RANCH.
 FR0962'
 FR0962'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN GO
 FR0962'EASTERLY ON U.S. HIGHWAY 66 FOR 1.8 MILES TO A RIGHT FORK JUST
 FR0962'AFTER PASSING THE INSPECTION STATION.  TURN RIGHT ACROSS
 FR0962'RAILROAD TRACKS AND CONTINUE STRAIGHT AHEAD ON MAIN BLADED ROAD
 FR0962'FOR 0.3 MILE TO A FORK AND A SIGN SANDY ROUTE.  KEEP LEFT AND
 FR0962'CONTINUE ON THE MAIN BLADED ROAD (SANDY ROUTE) FOR 13.5 MILES
 FR0962'TO FORK.  KEEP LEFT TOWARDS WIKIEUP (SANDY ROUTE) FOR 10.5
 FR0962'MILES TO A FORK AND SIGN KINGMAN-HACKBERRY)--KEEP RIGHT FOR 0.5
 FR0962'MILE TO TRACK ROAD LEFT JUST OPPOSITE THE COFER RANCH HOUSE.
 FR0962'TURN LEFT ON TRACK ROAD FOR 6.7 MILES TO A LARGE WASH.
 FR0962'CONTINUE ACROSS WASH AND ON MAIN ROAD FOR 0.4 MILE TO A DIM
 FR0962'FORK RIGHT.  TURN RIGHT ON DIM ROAD AND CONTINUE FOR
 FR0962'4.6 MILES TO THE SHARP RANCH.  CONTINUE ON ROUGH ROCKY TRACK
 FR0962'ROAD EASTERLY TOWARDS A HIGH WHITE CLIFFED MOUNTAIN FOR 2.4
 FR0962'MILES TO AN OLD SCHOOL HOUSE.  CONTINUE ON TRACK ROAD FOR
 FR0962'0.9 MILE TO A POINT OPPOSITE WHITE CLIFFS.  TURN RIGHT CROSS
 FR0962'COUNTRY THROUGH BRUSH AND TREES FOR ABOUT 0.3 MILE AND END OF
 FR0962'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL BACK PACK
 FR0962'SOUTHEASTERLY TO A SADDLE OF A LONG RIDGE.  AT THE SADDLE
 FR0962'BEAR RIGHT SOUTHWESTERLY ALONG RIDGE FOR ABOUT A MILE TO
 FR0962'THE HIGHEST AND SOUTHWEST POINT OF THE MESA AND STATION.
 FR0962'
 FR0962'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP FLUSH WITH
 FR0962'THE GROUND SURFACE AND IS ABOUT 12 FEET FROM THE EDGE OF RIM.
 FR0962'IT IS STAMPED FANCHER 1944.
 FR0962'
 FR0962'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0962'IN OUTCROP PROJECTING ABOUT 1-1/2 FEET AND IS ABOUT 3 FEET
 FR0962'LOWER THAN THE STATION.  IT IS STAMPED FANCHER NO 1 1944.
 FR0962'
 FR0962'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FR0962'OUTCROP PROJECTING ABOUT 4 INCHES AND IS ABOUT 1-1/2 FEET LOWER
 FR0962'THAN THE STATION.  IT IS STAMPED FANCHER NO 2 1944.
 FR0962'
 FR0962'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP
 FR0962'PROJECTING ABOUT 6 INCHES, AND IS ABOUT 8 FEET EAST OF THE
 FR0962'WEST RIM, 50 YARDS SOUTH OF THE NORTHWEST END OF MESA, AND
 FR0962'IS ABOUT 1/2 MILE NORTHWEST OF THE STATION.  IT IS STAMPED
 FR0962'FANCHER 1944.
 FR0962
 FR0962                          STATION RECOVERY (1950)
 FR0962
 FR0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0962'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.  ALL MARKS WERE
 FR0962'FOUND IN GOOD CONDITION.
 FR0962'
 FR0962'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND
 FR0962'AZIMUTH MARK WERE MEASURED AND FOUND TO BE CORRECT, WITH THE
 FR0962'EXCEPTION OF REFERENCE MARK NO. 2 WHICH WAS FOUND TO BE
 FR0962'13.505 METERS, 44.31 FEET.
 FR0962'
 FR0962'THE ROUTE TO THE STATION FROM THE ATCHISON, TOPEKA, AND SANTA
 FR0962'FE RAILROAD STATION IN KINGMAN WAS CHECKED AND FOUND TO BE
 FR0962'CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0251 ***********************************************************************
 GQ0251  DESIGNATION -  FANG
 GQ0251  PID         -  GQ0251
 GQ0251  STATE/COUNTY-  AZ/COCONINO
 GQ0251  USGS QUAD   -  COYOTE BUTTES (1988)
 GQ0251
 GQ0251                         *CURRENT SURVEY CONTROL
 GQ0251  ___________________________________________________________________
 GQ0251* NAD 83(1992)-  36 52 53.05574(N)    112 01 50.55934(W)     ADJUSTED  
 GQ0251* NAVD 88     -      1901.2    (meters)    6238.     (feet)  VERTCON   
 GQ0251  ___________________________________________________________________
 GQ0251  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 GQ0251  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 GQ0251  HORZ ORDER  -  THIRD
 GQ0251
 GQ0251.The horizontal coordinates were established by classical geodetic methods
 GQ0251.and adjusted by the National Geodetic Survey in August 1993.
 GQ0251
 GQ0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0251
 GQ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0251
 GQ0251.The geoid height was determined by GEOID03.
 GQ0251
 GQ0251;                    North         East     Units Scale Factor Converg.
 GQ0251;SPC AZ C     -   652,316.154   203,194.000   MT  0.99990127   -0 04 06.4
 GQ0251;SPC AZ C     - 2,140,144.86    666,646.98   iFT  0.99990127   -0 04 06.4
 GQ0251;UTM  12      - 4,082,212.174   408,147.762   MT  0.99970394   -0 37 07.1
 GQ0251
 GQ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0251!SPC AZ C     -   0.99970522  x   0.99990127  =   0.99960652
 GQ0251!UTM  12      -   0.99970522  x   0.99970394  =   0.99940924
 GQ0251
 GQ0251:                Primary Azimuth Mark                     Grid Az
 GQ0251:SPC AZ C     -  DUFFER                                   011 28 51.1
 GQ0251:UTM  12      -  DUFFER                                   012 01 51.8
 GQ0251
 GQ0251|---------------------------------------------------------------------|
 GQ0251| PID    Reference Object                     Distance      Geod. Az  |
 GQ0251|                                                           dddmmss.s |
 GQ0251| GQ0272 DUFFER                              APPROX. 7.5 KM 0112444.7 |
 GQ0251|---------------------------------------------------------------------|
 GQ0251
 GQ0251                          SUPERSEDED SURVEY CONTROL
 GQ0251
 GQ0251  NAD 83(1986)-  36 52 53.05500(N)    112 01 50.56124(W) AD(       ) 3
 GQ0251  NGVD 29 (05/08/89) 1900.1    (m)         6234.     (f) VERT ANG    3  
 GQ0251
 GQ0251.Superseded values are not recommended for survey control.
 GQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0251.See file dsdata.txt to determine how the superseded data were derived.
 GQ0251
 GQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0814882212(NAD 83)
 GQ0251_MARKER: DD = SURVEY DISK
 GQ0251_SETTING: 80 = SET IN A BOULDER
 GQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0251+STABILITY: SURFACE MOTION
 GQ0251
 GQ0251  HISTORY     - Date     Condition        Report By
 GQ0251  HISTORY     - 1953     MONUMENTED       USGS
 GQ0251
 GQ0251                          STATION DESCRIPTION
 GQ0251
 GQ0251'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GQ0251'LOCATED ABOUT 21 MI W. OF NAVAJO BRIDGE, 8.5 MI N. OF U.S. HWY.
 GQ0251'89, 6 MI NW. OF JARVIS RANCH.  ON SHARP PEAK CAPPED WITH SANDSTONE
 GQ0251'WHICH IS HIGHEST AND MOST PROMINENT IN VICINITY.
 GQ0251'
 GQ0251'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GQ0251'89, DRIVE 6.6 MI N. ON OLD KANAB RD. TO RD. FORKS.  TAKE LEFT FORK
 GQ0251'(MAIN RD.) AND CONTINUE 2 MI TO TRACK RD. ON RIGHT (E.).  CONTINUE
 GQ0251'1.2 MI N. TO SECOND TRACK RD. ON RIGHT.  TURN RIGHT 2.1 MI E.  GO
 GQ0251'ABOUT 1 MI N. CROSS-COUNTRY TO STATION.
 GQ0251'
 GQ0251'STATION MARK--STANDARD TABLET STAMPED---FANG 1953---, CEMENTED AT
 GQ0251'HIGH POINT OF SANDSTONE CAP-ROCK.
 GQ0251'
 GQ0251'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0361 ***********************************************************************
 CF0361  DESIGNATION -  FARGO
 CF0361  PID         -  CF0361
 CF0361  STATE/COUNTY-  AZ/COCHISE
 CF0361  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0361
 CF0361                         *CURRENT SURVEY CONTROL
 CF0361  ___________________________________________________________________
 CF0361* NAD 83(1992)-  31 44 40.48833(N)    109 56 00.63433(W)     ADJUSTED  
 CF0361* NAVD 88     -      1570.7    (meters)    5153.     (feet)  VERTCON   
 CF0361  ___________________________________________________________________
 CF0361  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 CF0361  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CF0361  HORZ ORDER  -  SECOND
 CF0361
 CF0361.The horizontal coordinates were established by classical geodetic methods
 CF0361.and adjusted by the National Geodetic Survey in August 1993.
 CF0361
 CF0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0361
 CF0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0361
 CF0361.The geoid height was determined by GEOID03.
 CF0361
 CF0361;                    North         East     Units Scale Factor Converg.
 CF0361;SPC AZ E     -    82,571.375   235,450.425   MT  0.99990602   +0 07 21.6
 CF0361;SPC AZ E     -   270,903.46    772,475.15   iFT  0.99990602   +0 07 21.6
 CF0361;UTM  12      - 3,512,619.573   601,016.603   MT  0.99972585   +0 33 40.2
 CF0361
 CF0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0361!SPC AZ E     -   0.99975771  x   0.99990602  =   0.99966376
 CF0361!UTM  12      -   0.99975771  x   0.99972585  =   0.99948363
 CF0361
 CF0361|---------------------------------------------------------------------|
 CF0361| PID    Reference Object                     Distance      Geod. Az  |
 CF0361|                                                           dddmmss.s |
 CF0361| CC7375 FARGO RM 1                            7.930 METERS 01601     |
 CF0361| CC7376 FARGO RM 2                            7.640 METERS 11028     |
 CF0361| CG0957 TOMBSTONE COURTHOUSE SPIRE          APPROX.13.3 KM 2542603.2 |
 CF0361| CC7374 5024                                               3110319.9 |
 CF0361|---------------------------------------------------------------------|
 CF0361
 CF0361                          SUPERSEDED SURVEY CONTROL
 CF0361
 CF0361  NAD 83(1986)-  31 44 40.48430(N)    109 56 00.62779(W) AD(       ) 2
 CF0361  NAD 27      -  31 44 40.16200(N)    109 55 58.36200(W) AD(       ) 2
 CF0361  NGVD 29 (07/19/86) 1569.8    (m)         5150.     (f) VERT ANG    3  
 CF0361
 CF0361.Superseded values are not recommended for survey control.
 CF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0361.See file dsdata.txt to determine how the superseded data were derived.
 CF0361
 CF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0101712620(NAD 83)
 CF0361_MARKER: DS = TRIANGULATION STATION DISK
 CF0361_SETTING: 0 = UNSPECIFIED SETTING
 CF0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0361+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CF0361
 CF0361  HISTORY     - Date     Condition        Report By
 CF0361  HISTORY     - 1946     MONUMENTED       CGS
 CF0361  HISTORY     - 1957     GOOD             USGS
 CF0361  HISTORY     - 1961     GOOD             LOCSUR
 CF0361  HISTORY     - 1967     GOOD             CGS
 CF0361  HISTORY     - 20040622 GOOD             USDA
 CF0361  HISTORY     - 20070504 GOOD             GEOCAC
 CF0361
 CF0361                          STATION DESCRIPTION
 CF0361
 CF0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CF0361'THE STATION IS LOCATED 8 MILES, AIRLINE, ENE OF TOMBSTONE AND
 CF0361'6-1/2 MILES, AIRLINE, WNW OF GLEASON.  THE STATION IS ON A
 CF0361'LOW HILL, ABOUT 4 MILES W OF THE S END OF THE DRAGOON MOUNTAINS.
 CF0361'THE TOMBSTONE-GLEASON ROAD PASSES OVER THE N SIDE OF THE
 CF0361'HILL.
 CF0361'
 CF0361'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CF0361'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CF0361'
 CF0361'TO REACH FROM THE POST OFFICE IN TOMBSTONE, GO SW ON U.S.
 CF0361'HIGHWAY 80 FOR 0.6 MILE TO A SIDE ROAD LEFT AND A SIGN READING
 CF0361'GLEASON PEARCE.  FOLLOWING THE SIGN, TAKE THE LEFT FORK, A
 CF0361'GRADED ROAD, AND GO 5.7 MILES TO A CATTLE GUARD.  CONTINUE
 CF0361'1.2 MILES TO A DIM TRACK ROAD ON THE LEFT.  THIS TRACK ROAD IS
 CF0361'THE TURN-OFF FOR THE AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD
 CF0361'FOR 1.5 MILES TO A WIRE GATE ON THE RIGHT.  HERE TURN OFF
 CF0361'THE ROAD S AND PASS THROUGH THE GATE AND TURN RIGHT ALONG
 CF0361'THE S SIDE OF THE FENCE AND GO 0.1 MILE TO THE HIGHEST POINT
 CF0361'AND THE STATION.
 CF0361'
 CF0361'STATION MARK IS STAMPED FARGO 1946 AND IS SET IN A SQUARE
 CF0361'CONCRETE POST PROJECTING 8 INCHES.  IT IS 13 FEET SSW OF THE
 CF0361'WITNESS POST.
 CF0361'
 CF0361'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED FARGO
 CF0361'NO 1 1946, AND SET IN A SQUARE CONCRETE POST FLUSH, ABOUT
 CF0361'14 INCHES BELOW THE STATION.  THE MARK IS N OF THE STATION.
 CF0361'
 CF0361'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED FARGO
 CF0361'NO 2 1946, SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH,
 CF0361'AND IS ABOUT 8 INCHES BELOW THE STATION.  THE MARK IS E OF
 CF0361'THE STATION.
 CF0361'
 CF0361'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK AFFIXED
 CF0361'TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES AND IS
 CF0361'STAMPED 5024.  IT IS 3.2 FEET ENE OF THE WITNESS POST AND
 CF0361'9 FEET NW OF THE CENTER OF THE TRACK ROAD.  THE MARK IS 1/2 MILE
 CF0361'NW OF THE STATION.  TO REACH FROM THE FORK MENTIONED IN THE
 CF0361'STATION DESCRIPTION, GO NE ON THE TRACK ROAD, CROSSING A WASH,
 CF0361'FOR 1.3 MILES TO THE WITNESS POST AND THE AZIMUTH MARK ON THE
 CF0361'LEFT.
 CF0361'
 CF0361'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CF0361
 CF0361                          STATION RECOVERY (1957)
 CF0361
 CF0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0361'RECOVERED AS DESCRIBED BY NGS IN 1946 IN DESCRIPTION LIST 31 109 4,
 CF0361'STATION 1002.  ALL MARKS IN GOOD CONDITION.
 CF0361
 CF0361                          STATION RECOVERY (1961)
 CF0361
 CF0361'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961 (RRR)
 CF0361'RECOVERED BY BEAR CR. MINING CO.
 CF0361'
 CF0361'STATION FOUND IN EXCELLENT CONDITION.
 CF0361
 CF0361                          STATION RECOVERY (1967)
 CF0361
 CF0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CF0361'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 CF0361'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 CF0361'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 CF0361'FOLLOWS.
 CF0361'
 CF0361'TO REACH THE STATION FROM THE UNION HIGH SCHOOL IN TOMBSTONE,
 CF0361'GO EAST ON U.S. HIGHWAY 80 FOR 0.5 MILE TO THE GLEESON ROAD.
 CF0361'TURN LEFT AND GO NORTH AND EAST ON THE GLEESON ROAD FOR 1.05
 CF0361'MILES TO A Y-FORK.  TAKE THE RIGHT FORK (WHICH IS THE GLEESON
 CF0361'ROAD) AND GO EAST FOR 6.55 MILES TO A CATTLE GUARD, CONTINUE
 CF0361'EAST FOR 0.8 MILE TO A GATE ON THE RIGHT, PASS THROUGH THE
 CF0361'GATE AND GO WEST ON THE SOUTH SIDE OF THE FENCE, UP A STEEP
 CF0361'HILL, FOR 0.2 MILE AND THE STATION.
 CF0361'
 CF0361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 CF0361'EAST-NORTHEAST OF TOMBSTONE, 6.0 MILES WEST-NORTHWEST OF GLEESON
 CF0361'AND 4.0 MILES WEST OF THE SOUTH END OF THE DRAGOON MOUNTAINS.
 CF0361
 CF0361                          STATION RECOVERY (2004)
 CF0361
 CF0361'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2004 (MJC)
 CF0361'RECOVERED IN GOOD CONDITION.
 CF0361
 CF0361                          STATION RECOVERY (2007)
 CF0361
 CF0361'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CF0361'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CF0361'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CF0361'THE STATION MARK IS 5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5765 ***********************************************************************
 DH5765  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5765  DESIGNATION -  FARGO
 DH5765  PID         -  DH5765
 DH5765  STATE/COUNTY-  AZ/COCHISE
 DH5765  USGS QUAD   -  SULPHUR SPRING (1985)
 DH5765
 DH5765                         *CURRENT SURVEY CONTROL
 DH5765  ___________________________________________________________________
 DH5765* NAD 83(2007)-  32 07 23.36067(N)    109 46 40.12333(W)     ADJUSTED  
 DH5765* NAVD 88     -      1269.93   (meters)    4166.4    (feet)  GPS OBS   
 DH5765  ___________________________________________________________________
 DH5765  EPOCH DATE  -        2007.00
 DH5765  X           -  -1,829,877.202 (meters)                     COMP
 DH5765  Y           -  -5,088,861.850 (meters)                     COMP
 DH5765  Z           -   3,372,665.829 (meters)                     COMP
 DH5765  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DH5765  ELLIP HEIGHT-        1242.766 (meters)          (02/10/07) ADJUSTED
 DH5765  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DH5765
 DH5765  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5765  Type    PID    Designation                      North   East  Ellip
 DH5765  -------------------------------------------------------------------
 DH5765  NETWORK DH5765 FARGO                             0.65   0.53   1.88
 DH5765  -------------------------------------------------------------------
 DH5765
 DH5765.The horizontal coordinates were established by GPS observations
 DH5765.and adjusted by the National Geodetic Survey in February 2007.
 DH5765
 DH5765.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5765.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5765.The horizontal coordinates are valid at the epoch date displayed above.
 DH5765.The epoch date for horizontal control is a decimal equivalence
 DH5765.of Year/Month/Day.
 DH5765
 DH5765.The orthometric height was determined by GPS observations and a
 DH5765.high-resolution geoid model.
 DH5765.The orthometric height was determined by GPS observations and a
 DH5765.high-resolution geoid model using precise GPS observation and
 DH5765.processing techniques.
 DH5765
 DH5765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5765
 DH5765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5765
 DH5765.The ellipsoidal height was determined by GPS observations
 DH5765.and is referenced to NAD 83.
 DH5765
 DH5765.The geoid height was determined by GEOID03.
 DH5765
 DH5765;                    North         East     Units Scale Factor Converg.
 DH5765;SPC AZ E     -   124,588.344   250,051.350   MT  0.99991660   +0 12 24.4
 DH5765;SPC AZ E     -   408,754.41    820,378.44   iFT  0.99991660   +0 12 24.4
 DH5765;UTM  12      - 3,554,740.628   615,291.440   MT  0.99976392   +0 38 59.9
 DH5765
 DH5765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5765!SPC AZ E     -   0.99980490  x   0.99991660  =   0.99972152
 DH5765!UTM  12      -   0.99980490  x   0.99976392  =   0.99956887
 DH5765
 DH5765                          SUPERSEDED SURVEY CONTROL
 DH5765
 DH5765  NAD 83(1992)-  32 07 23.36030(N)    109 46 40.12241(W) AD(       ) B
 DH5765  ELLIP H (08/22/05) 1242.785  (m)                       GP(       ) 4 2
 DH5765
 DH5765.Superseded values are not recommended for survey control.
 DH5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5765.See file dsdata.txt to determine how the superseded data were derived.
 DH5765
 DH5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1529154741(NAD 83)
 DH5765_MARKER: DD = SURVEY DISK
 DH5765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5765_STAMPING: FARGO 2004
 DH5765_MARK LOGO: AZ-003
 DH5765_PROJECTION: FLUSH
 DH5765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5765+STABILITY: SURFACE MOTION
 DH5765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5765+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5765
 DH5765  HISTORY     - Date     Condition        Report By
 DH5765  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5765
 DH5765                          STATION DESCRIPTION
 DH5765
 DH5765'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5765'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5765'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL 5.92 MILES TO KANSAS SETTELMENT RD.
 DH5765'HEAD SOUTH ON KANSAS SETTELMENT FOR APROX. 5.0 MILES TO ROBBS RD.
 DH5765'DRIVE WEST ON ROBBS FOR APPROX 1.0 MILES WHERE THE ROAD CURVES
 DH5765'SLIGHTLY TO THE SOUTH, BUT RETURNS TO THE WEST AND ENTERS THE MUSEUM
 DH5765'RANCH.  CONTINUE WEST INTO THE MUSEUM RANCH FOR APPROX. 0.18 MILES
 DH5765'WHERE THE STATION IS LOCATED APPROX. 25 FEET NORTH OF THE CENTERLINE
 DH5765'OF THE ROAD AND 10 FEET SOUTH OF AN  EAST-WEST FENCE LINE.
 DH5765' 
 DH5765'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5765'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5765'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2235 ***********************************************************************
 DV2235  DESIGNATION -  FARM
 DV2235  PID         -  DV2235
 DV2235  STATE/COUNTY-  AZ/MARICOPA
 DV2235  USGS QUAD   -  WADDELL (1975)
 DV2235
 DV2235                         *CURRENT SURVEY CONTROL
 DV2235  ___________________________________________________________________
 DV2235* NAD 83(2007)-  33 31 21.30047(N)    112 25 10.86205(W)     ADJUSTED  
 DV2235* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 DV2235  ___________________________________________________________________
 DV2235  EPOCH DATE  -        2007.00
 DV2235  X           -  -2,030,105.366 (meters)                     COMP
 DV2235  Y           -  -4,920,605.983 (meters)                     COMP
 DV2235  Z           -   3,502,590.615 (meters)                     COMP
 DV2235  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DV2235  ELLIP HEIGHT-         303.968 (meters)          (02/10/07) ADJUSTED
 DV2235  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV2235
 DV2235  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2235  Type    PID    Designation                      North   East  Ellip
 DV2235  -------------------------------------------------------------------
 DV2235  NETWORK DV2235 FARM                              2.65   2.49   3.86
 DV2235  -------------------------------------------------------------------
 DV2235
 DV2235.The horizontal coordinates were established by GPS observations
 DV2235.and adjusted by the National Geodetic Survey in February 2007.
 DV2235
 DV2235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2235.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2235.The horizontal coordinates are valid at the epoch date displayed above.
 DV2235.The epoch date for horizontal control is a decimal equivalence
 DV2235.of Year/Month/Day.
 DV2235
 DV2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2235
 DV2235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2235
 DV2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2235
 DV2235.The ellipsoidal height was determined by GPS observations
 DV2235.and is referenced to NAD 83.
 DV2235
 DV2235.The geoid height was determined by GEOID03.
 DV2235
 DV2235;                    North         East     Units Scale Factor Converg.
 DV2235;SPC AZ C     -   279,818.293   166,634.937   MT  0.99992691   -0 16 40.1
 DV2235;SPC AZ C     -   918,039.02    546,702.55   iFT  0.99992691   -0 16 40.1
 DV2235;UTM  12      - 3,710,125.193   368,161.076   MT  0.99981429   -0 47 03.0
 DV2235
 DV2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2235!SPC AZ C     -   0.99995228  x   0.99992691  =   0.99987920
 DV2235!UTM  12      -   0.99995228  x   0.99981429  =   0.99976658
 DV2235
 DV2235                          SUPERSEDED SURVEY CONTROL
 DV2235
 DV2235  ELLIP H (06/11/02)  304.013  (m)                       GP(       ) 4 2
 DV2235  NAD 83(1992)-  33 31 21.29864(N)    112 25 10.86157(W) AD(       ) 1
 DV2235  ELLIP H (08/23/93)  304.141  (m)                       GP(       ) 4 2
 DV2235  NAD 83(1986)-  33 31 21.29296(N)    112 25 10.86778(W) AD(       ) 1
 DV2235  NGVD 29 (09/11/89)  333.5    (m)         1094.     (f) GPS OBS     3  
 DV2235
 DV2235.Superseded values are not recommended for survey control.
 DV2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2235.See file dsdata.txt to determine how the superseded data were derived.
 DV2235
 DV2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6816110125(NAD 83)
 DV2235_MARKER: DD = SURVEY DISK
 DV2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2235+STABILITY: SURFACE MOTION
 DV2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2235+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2235
 DV2235  HISTORY     - Date     Condition        Report By
 DV2235  HISTORY     - 1986     MONUMENTED       AZDT
 DV2235  HISTORY     - 20070323 GOOD             GEOCAC
 DV2235
 DV2235                          STATION DESCRIPTION
 DV2235
 DV2235'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2235'THE STATION IS LOCATED ABOUT 5.7 KM (3.5 MI)
 DV2235'WEST-NORTHWEST OF LITCHFIELD PARK, ARIZONA.
 DV2235'
 DV2235'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN SCHOOL ROAD
 DV2235'AND COTTON LANE,
 DV2235'GO NORTH ON COTTON LANE FOR 3.24 KM (2.0 MI) TO BETHANY HOME ROAD,
 DV2235'TURN RIGHT AND GO EAST FOR 0.65 KM (0.4 MI) ON BETHANY HOME ROAD
 DV2235'TO THE STATION ON THE RIGHT.
 DV2235'
 DV2235'THE STATION IS A STANDARD AGS DISK
 DV2235'STAMPED---FARM 1986---,
 DV2235'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2235'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2235'0.85 METERS (2.8 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2235'1.07 METERS (3.5 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2235'0.46 METERS (1.5 FT) NORTH FROM THE EDGE OF A DITCH,
 DV2235'6.86 METERS (22.5 FT) SOUTH FROM THE CENTERLINE OF A DIRT ROAD.
 DV2235'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2235'STAMPED---FARM 1986---,
 DV2235'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DV2235
 DV2235                          STATION RECOVERY (2007)
 DV2235
 DV2235'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0372 ***********************************************************************
 CF0372  DESIGNATION -  FARM
 CF0372  PID         -  CF0372
 CF0372  STATE/COUNTY-  AZ/COCHISE
 CF0372  USGS QUAD   -  PEARCE (1985)
 CF0372
 CF0372                         *CURRENT SURVEY CONTROL
 CF0372  ___________________________________________________________________
 CF0372* NAD 83(1992)-  31 59 08.36046(N)    109 51 13.90468(W)     ADJUSTED  
 CF0372* NAVD 88     -      1292.7    (meters)    4241.     (feet)  VERTCON   
 CF0372  ___________________________________________________________________
 CF0372  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CF0372  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0372  HORZ ORDER  -  SECOND
 CF0372
 CF0372.The horizontal coordinates were established by classical geodetic methods
 CF0372.and adjusted by the National Geodetic Survey in August 1993.
 CF0372
 CF0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0372
 CF0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0372
 CF0372.The geoid height was determined by GEOID03.
 CF0372
 CF0372;                    North         East     Units Scale Factor Converg.
 CF0372;SPC AZ E     -   109,319.330   242,919.566   MT  0.99991077   +0 09 56.5
 CF0372;SPC AZ E     -   358,659.22    796,980.20   iFT  0.99991077   +0 09 56.5
 CF0372;UTM  12      - 3,539,419.455   608,278.866   MT  0.99974459   +0 36 25.8
 CF0372
 CF0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0372!SPC AZ E     -   0.99980134  x   0.99991077  =   0.99971213
 CF0372!UTM  12      -   0.99980134  x   0.99974459  =   0.99954598
 CF0372
 CF0372|---------------------------------------------------------------------|
 CF0372| PID    Reference Object                     Distance      Geod. Az  |
 CF0372|                                                           dddmmss.s |
 CF0372| CS5399 FARM RM 1                            12.189 METERS 16604     |
 CF0372| CS5400 FARM RM 2                            12.690 METERS 32752     |
 CF0372|---------------------------------------------------------------------|
 CF0372
 CF0372                          SUPERSEDED SURVEY CONTROL
 CF0372
 CF0372  NAD 83(1986)-  31 59 08.35288(N)    109 51 13.90288(W) AD(       ) 2
 CF0372  NGVD 29 (03/13/91) 1291.9    (m)         4239.     (f) VERT ANG    3  
 CF0372
 CF0372.Superseded values are not recommended for survey control.
 CF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0372.See file dsdata.txt to determine how the superseded data were derived.
 CF0372
 CF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0827939419(NAD 83)
 CF0372_MARKER: DS = TRIANGULATION STATION DISK
 CF0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0372+STABILITY: SURFACE MOTION
 CF0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0372+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0372
 CF0372  HISTORY     - Date     Condition        Report By
 CF0372  HISTORY     - 1982     MONUMENTED       AZDT
 CF0372  HISTORY     - 20060506 GOOD             NGS
 CF0372
 CF0372                          STATION DESCRIPTION
 CF0372
 CF0372'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0372'THE STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF WILLCOX, ARIZONA,
 CF0372'BESIDE HWY U.S. 666.
 CF0372'
 CF0372'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE OF I-10 AND U.S.
 CF0372'HWY 666 WHICH IS 8.5 MILES SOUTHWEST OF WILLCOX, ARIZONA.  TRAVEL
 CF0372'SOUTHEAST ON U.S. 666, 14.85 MILES TO THE STATION ON THE RIGHT.
 CF0372'
 CF0372'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---FARM 1982---.
 CF0372'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0372'SET LEVEL WITH THE GROUND.  THE STATION MARK IS 40.65 FEET WEST OF THE
 CF0372'CENTER LINE OF US 666, 8.9 FEET EAST OF RIGHT-OF-WAY FENCE AND 4 FEET
 CF0372'WEST OF WITNESS POST AND SIGN.  THE UNDERGROUND DISK IS SET IN A
 CF0372'IRREGULAR MASS OF CONCRETE 32-INCHES BELOW THE SURFACE MARK.
 CF0372'
 CF0372'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---FARM RM 1---SET
 CF0372'IN THE TOP OF A CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0372'
 CF0372'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---FARM RM 2---SET
 CF0372'IN THE TOP OF A CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0372'
 CF0372'NO AZIMUTH WAS SET FOR THIS STATION.  USE AZDT GATE OR AZDT PARK.
 CF0372
 CF0372                          STATION RECOVERY (2006)
 CF0372
 CF0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0372'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2071 ***********************************************************************
 DU2071  DESIGNATION -  FARMS
 DU2071  PID         -  DU2071
 DU2071  STATE/COUNTY-  AZ/PINAL
 DU2071  USGS QUAD   -  FLORENCE (1981)
 DU2071
 DU2071                         *CURRENT SURVEY CONTROL
 DU2071  ___________________________________________________________________
 DU2071* NAD 83(1992)-  33 07 11.20685(N)    111 28 24.55353(W)     ADJUSTED  
 DU2071* NAVD 88     -       465.9    (meters)    1529.     (feet)  VERTCON   
 DU2071  ___________________________________________________________________
 DU2071  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DU2071  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2071  HORZ ORDER  -  SECOND
 DU2071
 DU2071.The horizontal coordinates were established by classical geodetic methods
 DU2071.and adjusted by the National Geodetic Survey in August 1993.
 DU2071
 DU2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2071
 DU2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2071
 DU2071.The geoid height was determined by GEOID03.
 DU2071
 DU2071;                    North         East     Units Scale Factor Converg.
 DU2071;SPC AZ C     -   235,121.836   254,716.534   MT  0.99992108   +0 14 31.8
 DU2071;SPC AZ C     -   771,397.10    835,684.17   iFT  0.99992108   +0 14 31.8
 DU2071;UTM  12      - 3,664,665.584   455,828.467   MT  0.99962406   -0 15 31.4
 DU2071
 DU2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2071!SPC AZ C     -   0.99993149  x   0.99992108  =   0.99985257
 DU2071!UTM  12      -   0.99993149  x   0.99962406  =   0.99955557
 DU2071
 DU2071:                Primary Azimuth Mark                     Grid Az
 DU2071:SPC AZ C     -  TRAIN                                    060 58 18.8
 DU2071:UTM  12      -  TRAIN                                    061 28 22.0
 DU2071
 DU2071|---------------------------------------------------------------------|
 DU2071| PID    Reference Object                     Distance      Geod. Az  |
 DU2071|                                                           dddmmss.s |
 DU2071| DU2073 TRAIN                               APPROX. 6.2 KM 0611250.6 |
 DU2071| CH5151 FARMS RM 2                           12.564 METERS 17945     |
 DU2071| CH5150 FARMS RM 1                           12.758 METERS 35849     |
 DU2071|---------------------------------------------------------------------|
 DU2071
 DU2071                          SUPERSEDED SURVEY CONTROL
 DU2071
 DU2071  NAD 83(1986)-  33 07 11.19955(N)    111 28 24.55511(W) AD(       ) 2
 DU2071  NAD 27      -  33 07 10.99085(N)    111 28 22.10074(W) AD(       ) 2
 DU2071  NGVD 29 (07/19/86)  465.4    (m)         1527.     (f) VERT ANG    3  
 DU2071
 DU2071.Superseded values are not recommended for survey control.
 DU2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2071.See file dsdata.txt to determine how the superseded data were derived.
 DU2071
 DU2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5582864666(NAD 83)
 DU2071_MARKER: DD = SURVEY DISK
 DU2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2071
 DU2071  HISTORY     - Date     Condition        Report By
 DU2071  HISTORY     - 1976     MONUMENTED       AZDT
 DU2071  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 DU2071
 DU2071                          STATION DESCRIPTION
 DU2071
 DU2071'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2071'THE STATION IS LOCATED ABOUT 7.8 MILES NORTHWEST OF FLORENCE
 DU2071'IN THE EAST RIGHT-OF-WAY OF QUEEN CREEK RD. 423 FEET NORTH OF
 DU2071'THE INTERSECTION OF ARIZONA FARMS RD.
 DU2071'
 DU2071'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FARMS P AND
 DU2071'M G.S. 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2071'MONUMENT.  THE DISK IS 52 FEET EAST OF QUEEN CREEK ROAD, 1.7
 DU2071'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND IS MARKED BY A
 DU2071'WITNESS POST AND SIGN 1.7 FEET EAST.
 DU2071'
 DU2071'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED RM 1
 DU2071'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2071'MARK IS 52 FEET EAST OF QUEEN CREEK RD AND 2 FEET WEST OF THE
 DU2071'EAST RIGHT-OF-WAY FENCE.
 DU2071'
 DU2071'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED RM 2
 DU2071'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2071'MARK IS 52 FEET EAST OF QUEEN CREEK ROAD AND 2 FEET WEST OF
 DU2071'THE EAST RIGHT-OF-WAY FENCE.
 DU2071'
 DU2071'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO EAST
 DU2071'ON STATE ROUTE 287 FOR 0.4 MILES TO THE INTERSECTION OF
 DU2071'U.S. HWY. 80-89, GO NORTH ON U.S. 80-89 FOR 6.3 MILES TO ARIZONA
 DU2071'FARMS ROAD.  GO LEFT (WEST) ON ARIZONA FARMS RD. FOR 6.4 MILES TO
 DU2071'QUEEN CREEK RD., GO NORTH ON QUEEN CREEK RD. FOR 423 FEET AND TO
 DU2071'THE STATION IN THE EAST RIGHT-OF-WAY.
 DU2071
 DU2071                          STATION RECOVERY (2006)
 DU2071
 DU2071'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2071'THE SHOULDER OF THE ROAD HAS BEEN PLOWED. EVEN SOME 4' TALL
 DU2071'FIBER-OPTIC WARNING STANDARDS HAVE BEEN RUN OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0949 ***********************************************************************
 CG0949  DESIGNATION -  FARO
 CG0949  PID         -  CG0949
 CG0949  STATE/COUNTY-  AZ/COCHISE
 CG0949  USGS QUAD   -  LAND (1973)
 CG0949
 CG0949                         *CURRENT SURVEY CONTROL
 CG0949  ___________________________________________________________________
 CG0949* NAD 83(1992)-  31 49 04.72811(N)    110 10 16.23014(W)     ADJUSTED  
 CG0949* NAVD 88     -      1223.8    (meters)    4015.     (feet)  VERTCON   
 CG0949  ___________________________________________________________________
 CG0949  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CG0949  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CG0949  HORZ ORDER  -  THIRD
 CG0949
 CG0949.The horizontal coordinates were established by classical geodetic methods
 CG0949.and adjusted by the National Geodetic Survey in August 1993.
 CG0949
 CG0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0949
 CG0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0949
 CG0949.The geoid height was determined by GEOID03.
 CG0949
 CG0949;                    North         East     Units Scale Factor Converg.
 CG0949;SPC AZ E     -    90,685.726   212,933.193   MT  0.99990000   -0 00 08.6
 CG0949;SPC AZ E     -   297,525.35    698,599.71   iFT  0.99990000   -0 00 08.6
 CG0949;UTM  12      - 3,520,559.582   578,442.435   MT  0.99967589   +0 26 13.2
 CG0949
 CG0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0949!SPC AZ E     -   0.99981223  x   0.99990000  =   0.99971225
 CG0949!UTM  12      -   0.99981223  x   0.99967589  =   0.99948819
 CG0949
 CG0949|---------------------------------------------------------------------|
 CG0949| PID    Reference Object                     Distance      Geod. Az  |
 CG0949|                                                           dddmmss.s |
 CG0949| CC6586 T18S R21E SEC 35 1/4 COR                           15629     |
 CG0949| CC7378 FARO RM 1                             7.051 METERS 18851     |
 CG0949| CC7379 FARO RM 2                             7.494 METERS 27759     |
 CG0949| CC7377 HIGHWAY 80 STA 751+30.6 3837.98                    3073406.9 |
 CG0949|---------------------------------------------------------------------|
 CG0949
 CG0949                          SUPERSEDED SURVEY CONTROL
 CG0949
 CG0949  NAD 83(1986)-  31 49 04.71998(N)    110 10 16.22435(W) AD(       ) 3
 CG0949  NAD 27      -  31 49 04.41000(N)    110 10 13.97800(W) AD(       ) 3
 CG0949  NGVD 29 (07/19/86) 1223.0    (m)         4012.     (f) VERT ANG    3  
 CG0949
 CG0949.Superseded values are not recommended for survey control.
 CG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0949.See file dsdata.txt to determine how the superseded data were derived.
 CG0949
 CG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7844220560(NAD 83)
 CG0949_MARKER: DS = TRIANGULATION STATION DISK
 CG0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0949+STABILITY: SURFACE MOTION
 CG0949
 CG0949  HISTORY     - Date     Condition        Report By
 CG0949  HISTORY     - 1946     MONUMENTED       CGS
 CG0949  HISTORY     - 1986     GOOD             AZDT
 CG0949
 CG0949                          STATION DESCRIPTION
 CG0949
 CG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0949'THE STATION IS LOCATED ON TOP OF A RIDGE JUST N OF U.S. HIGHWAY
 CG0949'80 AND AT A POINT WHERE THE HIGHWAY COMES OUT OF THE VALLEY
 CG0949'ONTO THE ROLLING MESA.  IT IS ALSO LOCATED AT THE S CORNER OF
 CG0949'SECTION 35, T. 18 S., R. 21 E.  BY APPROXIMATE AIRLINE DISTANCES
 CG0949'IT IS LOCATED 9-1/2 MILES NW OF TOMBSTONE AND 2-1/2 MILES E OF
 CG0949'THE SAN PEDRO RIVER.
 CG0949'
 CG0949'TO REACH FROM THE NEW MORMON CHURCH IN ST. DAVID, GO 6.5
 CG0949'MILES S ON U.S. HIGHWAY 80 TO A CONCRETE CULVERT AND AZIMUTH
 CG0949'MARK ON RIGHT.  CONTINUE FOR 0.95 MILE TO A DIM TRACK ROAD
 CG0949'ON THE LEFT, TAKING OFF AND RUNNING ALMOST PARALLEL WITH HIGHWAY.
 CG0949'TAKE LEFT FORK AND FOLLOW TRACK ROAD FOR 0.05 MILE TO WIRE GATE.
 CG0949'PASS THROUGH, THEN MAKE A U-TURN BACK ALONG FENCE LINE FOR
 CG0949'0.2 MILE, THENCE TURN RIGHT TO TOP OF RIDGE AND STATION.
 CG0949'
 CG0949'THE STATION MARK IS A BRONZE STATION DISK, STAMPED FARO 1946,
 CG0949'AND SET FLUSH IN THE TOP OF A 12-INCH-SQUARE CONCRETE POST
 CG0949'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CG0949'ABOUT 100 YARDS NE OF THE HIGHWAY AND 10 FEET ESE OF A 4- BY
 CG0949'4-INCH WHITE WITNESS POST.
 CG0949'
 CG0949'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED FARO NO
 CG0949'1 1946, AND SET FLUSH IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 CG0949'POST THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 10 INCHES
 CG0949'LOWER THAN STATION.
 CG0949'
 CG0949'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED FARO NO
 CG0949'2 1946, AND SET FLUSH IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 CG0949'POST THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 10 INCHES LOWER
 CG0949'THAN STATION.
 CG0949'
 CG0949'THE AZIMUTH MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT BENCH
 CG0949'MARK, STAMPED ELEV. 3837.98 STA. 751+306 1931, AND SET IN A
 CG0949'CONCRETE CULVERT 18.7 FEET FROM THE NW END OF THE SW SIDE OF
 CG0949'THE ROAD.  IT IS 0.7 MILE N OF STATION BY ROAD AND APPROXIMATELY
 CG0949'1/2 MILE NW OF STATION BY AIRLINE.
 CG0949'
 CG0949'THE G.L.O. MARK IS A SECTION-CORNER MARKER SET IN THE TOP OF A
 CG0949'1-INCH PIPE THAT PROJECTS ABOUT 12 INCHES ABOVE THE GROUND, AND
 CG0949'IS STAMPED S 35-1/4 1916.
 CG0949'
 CG0949'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CG0949
 CG0949                          STATION RECOVERY (1986)
 CG0949
 CG0949'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0949'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0949'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0949'
 CG0949'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL EAST
 CG0949'ALONG U.S. HIGHWAY 80 FOR 7.9 MILES TO MILE POST 307.8 AND AN OLD
 CG0949'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL WEST FOR 0.35 MILE TO
 CG0949'THE END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 300 FEET TO THE TOP OF
 CG0949'A RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1071 ***********************************************************************
 ES1071  DESIGNATION -  FAUGHT
 ES1071  PID         -  ES1071
 ES1071  STATE/COUNTY-  AZ/NAVAJO
 ES1071  USGS QUAD   -  FAUGHT RIDGE (1977)
 ES1071
 ES1071                         *CURRENT SURVEY CONTROL
 ES1071  ___________________________________________________________________
 ES1071* NAD 83(1992)-  34 03 56.72576(N)    110 04 28.17302(W)     ADJUSTED  
 ES1071* NAVD 88     -      2142.7    (meters)    7030.     (feet)  VERTCON   
 ES1071  ___________________________________________________________________
 ES1071  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 ES1071  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1071  HORZ ORDER  -  SECOND
 ES1071
 ES1071.The horizontal coordinates were established by classical geodetic methods
 ES1071.and adjusted by the National Geodetic Survey in August 1993.
 ES1071
 ES1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1071
 ES1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1071
 ES1071.The geoid height was determined by GEOID03.
 ES1071
 ES1071;                    North         East     Units Scale Factor Converg.
 ES1071;SPC AZ E     -   339,950.934   221,868.073   MT  0.99990089   +0 03 05.9
 ES1071;SPC AZ E     - 1,115,324.59    727,913.63   iFT  0.99990089   +0 03 05.9
 ES1071;UTM  12      - 3,769,833.432   585,404.092   MT  0.99968991   +0 31 06.4
 ES1071
 ES1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1071!SPC AZ E     -   0.99966750  x   0.99990089  =   0.99956843
 ES1071!UTM  12      -   0.99966750  x   0.99968991  =   0.99935752
 ES1071
 ES1071:                Primary Azimuth Mark                     Grid Az
 ES1071:SPC AZ E     -  SPRINGER MOUNTAIN LOOKOUT TWR            051 54 20.6
 ES1071:UTM  12      -  SPRINGER MOUNTAIN LOOKOUT TWR            051 26 20.1
 ES1071
 ES1071|---------------------------------------------------------------------|
 ES1071| PID    Reference Object                     Distance      Geod. Az  |
 ES1071|                                                           dddmmss.s |
 ES1071| ER0528 SPRINGER MOUNTAIN LOOKOUT TWR       APPROX.14.7 KM 0515726.5 |
 ES1071| CD2867 FAUGHT AZ MK                                       0880544.2 |
 ES1071| ES1070 FAUGHT RM 1                          15.247 METERS 20025     |
 ES1071| CD2868 FAUGHT RM 2                           9.387 METERS 28958     |
 ES1071|---------------------------------------------------------------------|
 ES1071
 ES1071                          SUPERSEDED SURVEY CONTROL
 ES1071
 ES1071  NAD 83(1986)-  34 03 56.72254(N)    110 04 28.17826(W) AD(       ) 2
 ES1071  NAD 27      -  34 03 56.56150(N)    110 04 25.78780(W) AD(       ) 2
 ES1071  NGVD 29 (07/19/86) 2141.8    (m)         7027.     (f) VERT ANG    3  
 ES1071
 ES1071.Superseded values are not recommended for survey control.
 ES1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1071.See file dsdata.txt to determine how the superseded data were derived.
 ES1071
 ES1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8540469833(NAD 83)
 ES1071_MARKER: DS = TRIANGULATION STATION DISK
 ES1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1071
 ES1071  HISTORY     - Date     Condition        Report By
 ES1071  HISTORY     - 1958     MONUMENTED       CGS
 ES1071  HISTORY     - 1960     GOOD             USGS
 ES1071
 ES1071                          STATION DESCRIPTION
 ES1071
 ES1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1071'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF SHOW LOW,
 ES1071'13 MILES WEST OF MC NARY AND 8 MILES SOUTHWEST OF LAKESIDE.
 ES1071'IT IS 35 FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE
 ES1071'FAUGHT RIDGE INDIAN SERVICE LOOKOUT TOWER, 5 FEET SOUTH OF A
 ES1071'WITNESS POST AND 5 FEET NORTH OF THE CORNER OF A SMALL BOARD
 ES1071'PEN.  THE MARK PROJECTS 3 INCHES AND IS STAMPED FAUGHT 1958.
 ES1071'
 ES1071'REFERENCE MARK NO. 1 IS CENTERED UNDER THE FAUGHT RIDGE INDIAN
 ES1071'SERVICE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND IS
 ES1071'STAMPED FAUGHT NO 1 1958.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ES1071'THAN THE STATION.
 ES1071'
 ES1071'REFERENCE MARK NO. 2 IS 91 FEET NORTHEAST OF THE NORTHEAST
 ES1071'CORNER OF A SMALL FRAME HOUSE AS LIVING QUARTERS AND 39 FEET
 ES1071'NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK
 ES1071'PROJECTS 3 INCHES AND IS STAMPED FAUGHT NO 2 1958.  IT IS
 ES1071'ABOUT THE SAME ELEVATION AS THE STATION.
 ES1071'
 ES1071'THE AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF A GRADED
 ES1071'ROAD AND 2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 ES1071'4 INCHES AND IS STAMPED FAUGHT 1958.
 ES1071'
 ES1071'THE FAUGHT RIDGE INDIAN SERVICE LOOKOUT TOWER IS AN 8-FOOT
 ES1071'BY 8-FOOT GALVANIZED STEEL CABIN SUPPORTED BY A 4-LEGGED
 ES1071'GALVANIZED STEEL STRUCTURE, 120 FEET IN OVERALL HEIGHT.
 ES1071'
 ES1071'TO REACH THE STATION FROM THE POST OFFICE IN PINE TOP, GO
 ES1071'SOUTH ON STATE HIGHWAY 173 FOR 4.0 MILES TO JUNCTION WITH
 ES1071'STATE HIGHWAY 73 AT INDIAN PINE, TAKE RIGHT FORK AND CONTINUE
 ES1071'SOUTH ON STATE HIGWAY 73 FOR 2.65 MILES TO A SIDE ROAD RIGHT
 ES1071'AT A CATTLE GUARD, TURN RIGHT AND GO WESTERLY ON GRADED ROAD
 ES1071'FOR 2.1 MILES TO A WOODEN CATTLE GUARD, CONTINUE STRAIGHT
 ES1071'AHEAD ON GRADED ROAD FOR 3.8 MILES TO A CATTLE GUARD AND SIDE
 ES1071'ROAD RIGHT, CROSS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD
 ES1071'ON GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT, CONTINUE
 ES1071'STRAIGHT AHEAD ON GRADED ROAD FOR 1.8 MILES TO A FORK, TAKE
 ES1071'LEFT FORK, UPHILL, FOR 0.55 MILE TO THE AZIMUTH MARK ON
 ES1071'RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON MAIN
 ES1071'TRAVELED GRADED ROAD FOR 4.7 MILES TO A T ROAD, TURN RIGHT
 ES1071'AND FOLLOW ROUGH BLADED ROAD FOR 0.1 MILE TO THE STATION
 ES1071'AS DESCRIBED.
 ES1071
 ES1071                          STATION RECOVERY (1960)
 ES1071
 ES1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1070 ***********************************************************************
 ES1070  DESIGNATION -  FAUGHT RM 1
 ES1070  PID         -  ES1070
 ES1070  STATE/COUNTY-  AZ/NAVAJO
 ES1070  USGS QUAD   -  FAUGHT RIDGE (1977)
 ES1070
 ES1070                         *CURRENT SURVEY CONTROL
 ES1070  ___________________________________________________________________
 ES1070* NAD 83(1992)-  34 03 56.26204(N)    110 04 28.38050(W)     ADJUSTED  
 ES1070* NAVD 88     -      2143.     (meters)    7031.     (feet)  SCALED    
 ES1070  ___________________________________________________________________
 ES1070  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 ES1070  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1070  HORZ ORDER  -  SECOND
 ES1070
 ES1070.The horizontal coordinates were established by classical geodetic methods
 ES1070.and adjusted by the National Geodetic Survey in August 1993.
 ES1070
 ES1070.The orthometric height was scaled from a topographic map.
 ES1070
 ES1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1070
 ES1070.The geoid height was determined by GEOID03.
 ES1070
 ES1070;                    North         East     Units Scale Factor Converg.
 ES1070;SPC AZ E     -   339,936.642   221,862.766   MT  0.99990089   +0 03 05.8
 ES1070;SPC AZ E     - 1,115,277.70    727,896.21   iFT  0.99990089   +0 03 05.8
 ES1070;UTM  12      - 3,769,819.100   585,398.902   MT  0.99968990   +0 31 06.3
 ES1070
 ES1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1070!SPC AZ E     -   0.99966747  x   0.99990089  =   0.99956839
 ES1070!UTM  12      -   0.99966747  x   0.99968990  =   0.99935747
 ES1070
 ES1070                          SUPERSEDED SURVEY CONTROL
 ES1070
 ES1070  NAD 83(1986)-  34 03 56.25886(N)    110 04 28.38592(W) AD(       ) 2
 ES1070  NAD 27      -  34 03 56.09780(N)    110 04 25.99550(W) AD(       ) 2
 ES1070
 ES1070.Superseded values are not recommended for survey control.
 ES1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1070.See file dsdata.txt to determine how the superseded data were derived.
 ES1070
 ES1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8539969819(NAD 83)
 ES1070_MARKER: DS = TRIANGULATION STATION DISK
 ES1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1070+STABILITY: SURFACE MOTION
 ES1070
 ES1070  HISTORY     - Date     Condition        Report By
 ES1070  HISTORY     - 1958     MONUMENTED       CGS
 ES1070
 ES1070                          STATION DESCRIPTION
 ES1070
 ES1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ES1070'REFERENCE MARK NO. 1 IS CENTERED UNDER THE FAUGHT RIDGE INDIAN
 ES1070'SERVICE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND IS
 ES1070'STAMPED FAUGHT NO 1 1958.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ES1070'THAN THE STATION.
 ES1070'
 ES1070'TO REACH THE STATION FROM THE POST OFFICE IN PINE TOP, GO
 ES1070'SOUTH ON STATE HIGHWAY 173 FOR 4.0 MILES TO JUNCTION WITH
 ES1070'STATE HIGHWAY 73 AT INDIAN PINE, TAKE RIGHT FORK AND CONTINUE
 ES1070'SOUTH ON STATE HIGWAY 73 FOR 2.65 MILES TO A SIDE ROAD RIGHT
 ES1070'AT A CATTLE GUARD, TURN RIGHT AND GO WESTERLY ON GRADED ROAD
 ES1070'FOR 2.1 MILES TO A WOODEN CATTLE GUARD, CONTINUE STRAIGHT
 ES1070'AHEAD ON GRADED ROAD FOR 3.8 MILES TO A CATTLE GUARD AND SIDE
 ES1070'ROAD RIGHT, CROSS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD
 ES1070'ON GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT, CONTINUE
 ES1070'STRAIGHT AHEAD ON GRADED ROAD FOR 1.8 MILES TO A FORK, TAKE
 ES1070'LEFT FORK, UPHILL, FOR 0.55 MILE TO THE AZIMUTH MARK ON
 ES1070'RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON MAIN
 ES1070'TRAVELED GRADED ROAD FOR 4.7 MILES TO A T ROAD, TURN RIGHT
 ES1070'AND FOLLOW ROUGH BLADED ROAD FOR 0.1 MILE TO STATION LIMESTONE
 ES1070'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2382 ***********************************************************************
 CZ2382  DESIGNATION -  FD 62
 CZ2382  PID         -  CZ2382
 CZ2382  STATE/COUNTY-  AZ/PIMA
 CZ2382  USGS QUAD   -  JAYNES (1992)
 CZ2382
 CZ2382                         *CURRENT SURVEY CONTROL
 CZ2382  ___________________________________________________________________
 CZ2382* NAD 83(2007)-  32 17 38.02765(N)    111 03 21.20650(W)     ADJUSTED  
 CZ2382* NAVD 88     -       714.3    (meters)    2343.     (feet)  VERTCON   
 CZ2382  ___________________________________________________________________
 CZ2382  EPOCH DATE  -        2007.00
 CZ2382  X           -  -1,939,132.342 (meters)                     COMP
 CZ2382  Y           -  -5,036,921.036 (meters)                     COMP
 CZ2382  Z           -   3,388,390.858 (meters)                     COMP
 CZ2382  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CZ2382  ELLIP HEIGHT-         684.950 (meters)          (02/10/07) ADJUSTED
 CZ2382  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ2382
 CZ2382  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2382  Type    PID    Designation                      North   East  Ellip
 CZ2382  -------------------------------------------------------------------
 CZ2382  NETWORK CZ2382 FD 62                             0.53   0.84   2.51
 CZ2382  -------------------------------------------------------------------
 CZ2382
 CZ2382.The horizontal coordinates were established by GPS observations
 CZ2382.and adjusted by the National Geodetic Survey in February 2007.
 CZ2382
 CZ2382.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2382.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2382.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2382.The epoch date for horizontal control is a decimal equivalence
 CZ2382.of Year/Month/Day.
 CZ2382
 CZ2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2382
 CZ2382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2382
 CZ2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2382
 CZ2382.The ellipsoidal height was determined by GPS observations
 CZ2382.and is referenced to NAD 83.
 CZ2382
 CZ2382.The geoid height was determined by GEOID03.
 CZ2382
 CZ2382;                    North         East     Units Scale Factor Converg.
 CZ2382;SPC AZ C     -   143,779.140   294,430.119   MT  0.99998102   +0 27 35.7
 CZ2382;SPC AZ C     -   471,716.34    965,978.08   iFT  0.99998102   +0 27 35.7
 CZ2382;UTM  12      - 3,573,014.038   494,737.734   MT  0.99960034   -0 01 47.5
 CZ2382
 CZ2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2382!SPC AZ C     -   0.99989247  x   0.99998102  =   0.99987349
 CZ2382!UTM  12      -   0.99989247  x   0.99960034  =   0.99949285
 CZ2382
 CZ2382                          SUPERSEDED SURVEY CONTROL
 CZ2382
 CZ2382  ELLIP H (06/11/02)  684.973  (m)                       GP(       ) 4 2
 CZ2382  NAD 83(1992)-  32 17 38.02596(N)    111 03 21.20471(W) AD(       ) 1
 CZ2382  ELLIP H (08/23/93)  685.049  (m)                       GP(       ) 4 2
 CZ2382  NAD 83(1986)-  32 17 38.02114(N)    111 03 21.20393(W) AD(       ) 1
 CZ2382  NGVD 29 (05/25/90)  713.6    (m)         2341.     (f) GPS OBS     3  
 CZ2382
 CZ2382.Superseded values are not recommended for survey control.
 CZ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2382.See file dsdata.txt to determine how the superseded data were derived.
 CZ2382
 CZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9473873014(NAD 83)
 CZ2382_MARKER: DV = VERTICAL CONTROL DISK
 CZ2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2382_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2382+STABILITY: SURFACE MOTION
 CZ2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2382+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2382
 CZ2382  HISTORY     - Date     Condition        Report By
 CZ2382  HISTORY     - 1987     MONUMENTED       NGS
 CZ2382  HISTORY     - 19970319 GOOD             USPSQD
 CZ2382  HISTORY     - 20060316 GOOD             USPSQD
 CZ2382
 CZ2382                          STATION DESCRIPTION
 CZ2382
 CZ2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2382'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHWEST OF TUCSON AND
 CZ2382'2.4 KM (1.5 MI) WEST OF INTERSTATE HIGHWAY 10.
 CZ2382'OWNERSHIP--PIMA COUNTY.
 CZ2382'
 CZ2382'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2382'EL CAMINO DEL CERRO ROAD WHICH IS ABOUT 12.9 KM (8 MI) NORTHWEST OF
 CZ2382'SOUTH TUCSON, GO WEST FOR 1.4 KM (0.85 MI) ON EL CAMINO DEL CERRO
 CZ2382'ROAD TO THE INTERSECTION OF SILVERBELL ROAD.
 CZ2382'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.1 KM (0.7 MI) ON EL
 CZ2382'CAMINO DEL CERRO ROAD TO THE NORTHWEST FIRE STATION NUMBER 62 AND
 CZ2382'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05
 CZ2382'MI) TO THE STATION.
 CZ2382'
 CZ2382'THE STATION IS A STANDARD NGS DISK
 CZ2382'STAMPED---FD 62 1987---,
 CZ2382'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ2382'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CZ2382'28.3 METERS (43.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF EL
 CZ2382'CAMINO DEL CERRO ROAD,
 CZ2382'10.6 METERS (34.8 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 CZ2382'FIRE STATION AND
 CZ2382'5.51 METERS (18.0 FT) WEST FROM THE CONCRETE PARKING PAD.
 CZ2382'
 CZ2382'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2382'
 CZ2382'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2382'
 CZ2382'DESCRIBED BY M.T. LOWE.
 CZ2382
 CZ2382                          STATION RECOVERY (1997)
 CZ2382
 CZ2382'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2382'RECOVERED IN GOOD CONDITION.
 CZ2382
 CZ2382                          STATION RECOVERY (2006)
 CZ2382
 CZ2382'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2382'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0735 ***********************************************************************
 FQ0735  DESIGNATION -  FEATHER
 FQ0735  PID         -  FQ0735
 FQ0735  STATE/COUNTY-  AZ/NAVAJO
 FQ0735  USGS QUAD   -  STANDING HORSE MESA (1972)
 FQ0735
 FQ0735                         *CURRENT SURVEY CONTROL
 FQ0735  ___________________________________________________________________
 FQ0735* NAD 83(1992)-  35 09 35.75544(N)    110 27 36.18178(W)     ADJUSTED  
 FQ0735* NAVD 88     -      1671.9    (meters)    5485.     (feet)  VERTCON   
 FQ0735  ___________________________________________________________________
 FQ0735  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FQ0735  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FQ0735  HORZ ORDER  -  SECOND
 FQ0735
 FQ0735.The horizontal coordinates were established by classical geodetic methods
 FQ0735.and adjusted by the National Geodetic Survey in August 1993.
 FQ0735
 FQ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0735
 FQ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0735
 FQ0735.The geoid height was determined by GEOID03.
 FQ0735
 FQ0735;                    North         East     Units Scale Factor Converg.
 FQ0735;SPC AZ E     -   461,355.038   186,632.376   MT  0.99990880   -0 10 08.2
 FQ0735;SPC AZ E     - 1,513,632.01    612,310.94   iFT  0.99990880   -0 10 08.2
 FQ0735;UTM  12      - 3,890,912.593   549,175.473   MT  0.99962980   +0 18 39.4
 FQ0735
 FQ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0735!SPC AZ E     -   0.99974137  x   0.99990880  =   0.99965019
 FQ0735!UTM  12      -   0.99974137  x   0.99962980  =   0.99937126
 FQ0735
 FQ0735|---------------------------------------------------------------------|
 FQ0735| PID    Reference Object                     Distance      Geod. Az  |
 FQ0735|                                                           dddmmss.s |
 FQ0735| CD3418 FEATHER RM 1                         12.549 METERS 04510     |
 FQ0735| FQ0734 IVES                                APPROX. 4.0 KM 0794349.4 |
 FQ0735| FQ0736 POST                                APPROX. 2.7 KM 2244410.3 |
 FQ0735| CD3419 FEATHER RM 2                         12.757 METERS 22541     |
 FQ0735|---------------------------------------------------------------------|
 FQ0735
 FQ0735                          SUPERSEDED SURVEY CONTROL
 FQ0735
 FQ0735  NAD 83(1986)-  35 09 35.74979(N)    110 27 36.18417(W) AD(       ) 2
 FQ0735  NAD 27      -  35 09 35.69123(N)    110 27 33.71403(W) AD(       ) 2
 FQ0735  NGVD 29 (07/19/86) 1671.1    (m)         5483.     (f) VERT ANG    3  
 FQ0735
 FQ0735.Superseded values are not recommended for survey control.
 FQ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0735.See file dsdata.txt to determine how the superseded data were derived.
 FQ0735
 FQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4917590913(NAD 83)
 FQ0735_MARKER: DD = SURVEY DISK
 FQ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0735+STABILITY: SURFACE MOTION
 FQ0735
 FQ0735  HISTORY     - Date     Condition        Report By
 FQ0735  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0735
 FQ0735                          STATION DESCRIPTION
 FQ0735
 FQ0735'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0735'THE STATION IS LOCATED 17 AIRLINE MILES NORTHWEST OF WINSLOW AND ALONG
 FQ0735'STATE HIGHWAY 87.
 FQ0735'
 FQ0735'THE STATION MARK IS AN AZDT DISK SET IN A ROUND
 FQ0735'CONCRETE POST STAMPED---FEATHER 1980---SET FLUSH WITH THE GROUND.
 FQ0735'
 FQ0735'UNDERGROUND MARK IS A STANDARD AZDT GS ALUMINUM DISK SET IN CONCRETE
 FQ0735'34 INCHES BELOW SURFACE MARK STAMPED---FEATHER 1980---WITNESS POST AND
 FQ0735'SIGN 3.0 FEET NW.
 FQ0735'
 FQ0735'REFERENCE MARK NO. 1 IS AN AZDT DISK SET IN CONCRETE 41.2 FEET ENE OF
 FQ0735'STATION MARK AND STAMPED---FEATHER RM 1 1980---.
 FQ0735'
 FQ0735'REFERENCE MARK NO. 2 IS AN AZDT DISK SET IN CONCRETE 41.8 FEET WSW OF
 FQ0735'STATION MARK AND STAMPED---FEATHER RM 2 1980---.
 FQ0735'
 FQ0735'AZIMUTH MARK WAS NOT SET.    STATION POST MAY BE USED AS AZ MK.
 FQ0735'
 FQ0735'TO REACH FROM THE POST OFFICE IN WINSLOW GO SOUTH 1 BLOCK TO US 66-
 FQ0735'TURN LEFT AND GO EAST ON US 66 FOR 3.32 MILES TO THE JUNCTION OF US 66
 FQ0735'AND STATE HIGHWAY 87.  TURN LEFT AND TRAVEL NORTHEAST ON SR-87
 FQ0735'FOR 14.65 MILES TO A SMALL HIGHWAY CUT WHERE A DOWN GRADE BEGINS.  THE
 FQ0735'STATION IS ON THE LEFT 97 FEET NORTHWEST OF CENTERLINE OF STATE
 FQ0735'HIGHWAY 87.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1356 ***********************************************************************
 DB1356  DESIGNATION -  FEDER RESET
 DB1356  PID         -  DB1356
 DB1356  STATE/COUNTY-  AZ/YUMA
 DB1356  USGS QUAD   -  YUMA EAST (1994)
 DB1356
 DB1356                         *CURRENT SURVEY CONTROL
 DB1356  ___________________________________________________________________
 DB1356* NAD 83(1992)-  32 41 16.40159(N)    114 34 18.37432(W)     ADJUSTED  
 DB1356* NAVD 88     -        66.40   (+/-2cm)     217.8    (feet)  VERTCON   
 DB1356  ___________________________________________________________________
 DB1356  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DB1356  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB1356  HORZ ORDER  -  SECOND
 DB1356  VERT ORDER  -  THIRD (See Below)
 DB1356
 DB1356.The horizontal coordinates were established by classical geodetic methods
 DB1356.and adjusted by the National Geodetic Survey in August 1993.
 DB1356
 DB1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1356.The vertical order pertains to the NGVD 29 superseded value.
 DB1356
 DB1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1356
 DB1356.The geoid height was determined by GEOID03.
 DB1356
 DB1356;                    North         East     Units Scale Factor Converg.
 DB1356;SPC AZ W     -   187,446.114   136,297.669   MT  1.00000653   -0 26 37.8
 DB1356;SPC AZ W     -   614,980.69    447,170.83   iFT  1.00000653   -0 26 37.8
 DB1356;SPC CA 6     -   559,071.968 2,157,381.714   MT  1.00001725   +0 55 20.0
 DB1356;SPC CA 6     - 1,834,221.95  7,078,009.84   sFT  1.00001725   +0 55 20.0
 DB1356;UTM  11      - 3,619,293.491   727,658.967   MT  1.00023913   +1 18 43.1
 DB1356
 DB1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1356!SPC AZ W     -   0.99999488  x   1.00000653  =   1.00000141
 DB1356!SPC CA 6     -   0.99999488  x   1.00001725  =   1.00001213
 DB1356!UTM  11      -   0.99999488  x   1.00023913  =   1.00023401
 DB1356
 DB1356|---------------------------------------------------------------------|
 DB1356| PID    Reference Object                     Distance      Geod. Az  |
 DB1356|                                                           dddmmss.s |
 DB1356| DB0221 FEDER RM 1 RESET                     23.870 METERS 10740     |
 DB1356| DB1349 YUMA AZ STA RESET                   APPROX. 5.1 KM 3011008.4 |
 DB1356| DB0223 FEDER RM 2 RESET                     18.063 METERS 34250     |
 DB1356|---------------------------------------------------------------------|
 DB1356
 DB1356                          SUPERSEDED SURVEY CONTROL
 DB1356
 DB1356  NAD 83(1986)-  32 41 16.41180(N)    114 34 18.38413(W) AD(       ) 2
 DB1356  NAD 27      -  32 41 16.24010(N)    114 34 15.55761(W) AD(       ) 2
 DB1356  NGVD 29 (??/??/??)   65.74   (m)          215.7    (f) RESET       3  
 DB1356
 DB1356.Superseded values are not recommended for survey control.
 DB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1356.See file dsdata.txt to determine how the superseded data were derived.
 DB1356
 DB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2765919293(NAD 83)
 DB1356_MARKER: DE = TRAVERSE STATION DISK
 DB1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1356_SP_SET: CONCRETE MONUMENT
 DB1356_STAMPING: FEDER 1960 1969
 DB1356_MARK LOGO: CGS   
 DB1356_PROJECTION: PROJECTING 20 CENTIMETERS
 DB1356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1356+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 DB1356
 DB1356  HISTORY     - Date     Condition        Report By
 DB1356  HISTORY     - 1969     MONUMENTED       CGS
 DB1356  HISTORY     - 1969     GOOD             CGS
 DB1356  HISTORY     - 1976     GOOD             NGS
 DB1356  HISTORY     - 1981     GOOD             NGS
 DB1356  HISTORY     - 19950523 GOOD             USPSQD
 DB1356  HISTORY     - 20060406 GOOD             INDIV
 DB1356  HISTORY     - 20070615 GOOD             GEOCAC
 DB1356
 DB1356                          STATION DESCRIPTION
 DB1356
 DB1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DB1356'THE STATION IS + 80 FT N OF THE N FRONTAGE ROAD OF INTERSTATE
 DB1356'8.  NEW AZIMUTH ANGLES WERE ESTABLISHED TO YUMA AZIMUTH STATION
 DB1356'AND TWO TANKS.  STATION STAMPED FEDER 1960-1969.  A STANDARD
 DB1356'TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST PROJ. A.
 DB1356'REFERENCE MARKS STAMPED FEDER NO 1 1960-1960 IS A STANDARD
 DB1356'DISK SET IN A CYLINDRICAL CONCRETE POST PROJ 5 IN.  STATION IS
 DB1356'EAST 78.26 FEET.  REFERENCE MARK STAMPED FEDER NO 2 1960-1969
 DB1356'IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJ 9 IN.
 DB1356'STATION IS NW 59.27.  STATION IS GOOD.
 DB1356
 DB1356                          STATION RECOVERY (1969)
 DB1356
 DB1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DB1356'4 MI SE FROM YUMA.
 DB1356'2.4 MILES EAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB1356'U.S. HIGHWAY 80 AT YUMA, TO A SIDE ROAD SOUTH, THENCE 0.7 MILE
 DB1356'SOUTH ON A PAVED ROAD TO A POWER LINE, THENCE 0.75 MILE EAST
 DB1356'ALONG POWER LINE ROAD, THENCE 0.1 MILE NORTH ACROSS COUNTRY,
 DB1356'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES, 78.26 FEET
 DB1356'WEST OF RM 1, 59.27 FEET SOUTHEAST OF THE STATION.
 DB1356
 DB1356                          STATION RECOVERY (1976)
 DB1356
 DB1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CN)
 DB1356'THE STATION MARK IS A STANDARD DISK STAMPED, FEDER 1960 1969 RESET.
 DB1356'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 8
 DB1356'INCHES, 136-1/2 FEET NORTH OF A FRONTAGE ROAD AND 6 FEET SOUTH OF
 DB1356'THE WITNESS POST.
 DB1356'
 DB1356'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, FEDER NO 1 1960 RESET
 DB1356'1969.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DB1356'PROJECTS 8 INCHES.  IT IS 133-1/2 FEET NORTH OF THE FRONTAGE ROAD
 DB1356'AND 78-1/2 FEET EAST OF THE WITNESS POST.
 DB1356'
 DB1356'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, FEDER NO 2 1960 RESET
 DB1356'1969.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DB1356'PROJECTS 9 INCHES.  IT IS 186 FEET NORTH OF THE FRONTAGE ROAD AND 55
 DB1356'1/2 FEET NORTHWEST OF THE WITNESS POST.
 DB1356'
 DB1356'TO REACH THE STATION FROM 4TH AVENUE (U.S. HIGHWAY 80) AND 16TH
 DB1356'STREET IN YUMA, GO EAST ALONG 16TH STREET FOR 2.5 MILES TO AVENUE
 DB1356'3E.  TURN RIGHT AND GO SOUTH ALONG AVENUE 3E FOR 0.55 MILE TO THE
 DB1356'NORTH FRONTAGE ROAD OF INTERSTATE HIGHWAY 8.  TURN LEFT ON
 DB1356'FRONTAGE ROAD FOR 0.65 MILE TO THE STATION ON THE LEFT.
 DB1356'
 DB1356'NOTE.  NO PREVIOUS DESCRIPTION AVAILABLE.
 DB1356'
 DB1356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 DB1356'OF YUMA.
 DB1356'
 DB1356'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DB1356
 DB1356                          STATION RECOVERY (1981)
 DB1356
 DB1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1356'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1976.
 DB1356
 DB1356                          STATION RECOVERY (1995)
 DB1356
 DB1356'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB1356'RECOVERED IN GOOD CONDITION.
 DB1356
 DB1356                          STATION RECOVERY (2006)
 DB1356
 DB1356'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB1356'MONUMENT IS IN AN AREA OF HEAVY USAGE BY ALL TERRAIN VEHICLES.
 DB1356'MONUMENT IS INTACT BUT ADDITIONAL SIGNAGE AND A LARGER CONCRETE COLLAR
 DB1356'WERE ADDED BY THE CITY OF YUMA FOR PERPETUATION OF THE MONUMENT.
 DB1356
 DB1356                          STATION RECOVERY (2007)
 DB1356
 DB1356'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1356'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DB1356'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DB1356' 
 DB1356'THE STATION MARK IS IN A CONCRETE AND RUBBER COLLAR, AND IS 3.3 FEET
 DB1356'WEST OF A METAL WITNESS POST, 3.3 FEET SOUTH OF A ORANGE CARSONITE
 DB1356'WITNESS POST, 2.7 FEET NORTH OF A ORANGE CARSONITE WITNESS POST, 4.0
 DB1356'FEET WEST OF A ORANGE CARSONITE WITNESS POST, AND 3.7 FEET EAST OF A
 DB1356'ORANGE CARSONITE WITNESS POST.
 DB1356' 
 DB1356'REFERENCE MARK 1 IS IN A CONCRETE AND RUBBER COLLAR, 3.0 FEET SOUTH OF
 DB1356'A ORANGE CARSONITE WITNESS POST, 2.5 FEET NORTH OF A ORANGE CARSONITE
 DB1356'WITNESS POST, 2.5 FEET WEST OF A ORANGE CARSONITE WITNESS POST, AND
 DB1356'3.1 FEET EAST OF A ORANGE CARSONITE WITNESS POST.
 DB1356' 
 DB1356'REFERENCE MARK 2 IS IN A CONCRETE AND RUBBER COLLAR, 2.7 FEET
 DB1356'SOUTHEAST OF A ORANGE CARSONITE WITNESS POST, 2.8 FEET SOUTHWEST OF A
 DB1356'ORANGE CARSONITE WITNESS POST, 2.9 FEET NORTHWEST OF A ORANGE
 DB1356'CARSONITE WITNESS POST, AND 3.1 FEET NORTHEAST OF A ORANGE CARSONITE
 DB1356'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0220 ***********************************************************************
 DB0220  DESIGNATION -  FEDER RM 1
 DB0220  PID         -  DB0220
 DB0220  STATE/COUNTY-  AZ/YUMA
 DB0220  USGS QUAD   -  YUMA EAST (1994)
 DB0220
 DB0220                         *CURRENT SURVEY CONTROL
 DB0220  ___________________________________________________________________
 DB0220* NAD 83(1986)-  32 41 15.     (N)    114 34 19.     (W)     SCALED    
 DB0220* NAVD 88     -        66.50   (+/-2cm)     218.2    (feet)  VERTCON   
 DB0220  ___________________________________________________________________
 DB0220  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0220  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0220
 DB0220.The horizontal coordinates were scaled from a topographic map and have
 DB0220.an estimated accuracy of +/- 6 seconds.
 DB0220
 DB0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0220.The vertical order pertains to the NGVD 29 superseded value.
 DB0220
 DB0220.The geoid height was determined by GEOID03.
 DB0220
 DB0220;                    North         East    Units  Estimated Accuracy
 DB0220;SPC AZ W     -   187,400.      136,280.      MT  (+/- 180 meters Scaled)
 DB0220
 DB0220                          SUPERSEDED SURVEY CONTROL
 DB0220
 DB0220  NGVD 29 (??/??/??)   65.837  (m)          216.00   (f) ADJUSTED    1 2
 DB0220
 DB0220.Superseded values are not recommended for survey control.
 DB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0220.See file dsdata.txt to determine how the superseded data were derived.
 DB0220
 DB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276192(NAD 83)
 DB0220_MARKER: DB = BENCH MARK DISK
 DB0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0220_STAMPING: FEDER NO 1 1960
 DB0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0220+STABILITY: SURFACE MOTION
 DB0220
 DB0220  HISTORY     - Date     Condition        Report By
 DB0220  HISTORY     - 1960     MONUMENTED       CGS
 DB0220
 DB0220                          STATION DESCRIPTION
 DB0220
 DB0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0220'4 MI SE FROM YUMA.
 DB0220'2.4 MILES EAST ON STATE HIGHWAY 95 FROM THE JUNCTION OF U.S.
 DB0220'HIGHWAY 80 AT YUMA TO A SIDE ROAD RIGHT, THENCE 0.7 MILE SOUTH
 DB0220'ON PAVED ROAD TO A POWER LINE, THENCE 0.75 MILE EAST ON POWER
 DB0220'LINE ROAD, THENCE 0.1 MILE NORTH CROSS COUNTRY, 68.52 FEET
 DB0220'NORTHEAST OF THE STATION MARK, SET IN A CYLINDRICAL CONCRETE
 DB0220'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0221 ***********************************************************************
 DB0221  DESIGNATION -  FEDER RM 1 RESET
 DB0221  PID         -  DB0221
 DB0221  STATE/COUNTY-  AZ/YUMA
 DB0221  USGS QUAD   -  YUMA EAST (1994)
 DB0221
 DB0221                         *CURRENT SURVEY CONTROL
 DB0221  ___________________________________________________________________
 DB0221* NAD 83(1986)-  32 41 16.     (N)    114 34 18.     (W)     SCALED    
 DB0221* NAVD 88     -        66.07   (+/-2cm)     216.8    (feet)  VERTCON   
 DB0221  ___________________________________________________________________
 DB0221  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0221  VERT ORDER  -  THIRD (See Below)
 DB0221
 DB0221.The horizontal coordinates were scaled from a topographic map and have
 DB0221.an estimated accuracy of +/- 6 seconds.
 DB0221
 DB0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0221.The vertical order pertains to the NGVD 29 superseded value.
 DB0221
 DB0221.The geoid height was determined by GEOID03.
 DB0221
 DB0221;                    North         East    Units  Estimated Accuracy
 DB0221;SPC AZ W     -   187,430.      136,310.      MT  (+/- 180 meters Scaled)
 DB0221
 DB0221                          SUPERSEDED SURVEY CONTROL
 DB0221
 DB0221  NGVD 29 (??/??/??)   65.42   (m)          214.6    (f) RESET       3  
 DB0221
 DB0221.Superseded values are not recommended for survey control.
 DB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0221.See file dsdata.txt to determine how the superseded data were derived.
 DB0221
 DB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276192(NAD 83)
 DB0221_MARKER: DD = SURVEY DISK
 DB0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0221_STAMPING: FEDER NO 1 1960 1969
 DB0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0221+STABILITY: SURFACE MOTION
 DB0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0221+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 DB0221
 DB0221  HISTORY     - Date     Condition        Report By
 DB0221  HISTORY     - 1969     MONUMENTED       AZHD
 DB0221  HISTORY     - 19950523 GOOD             USPSQD
 DB0221  HISTORY     - 20070615 GOOD             GEOCAC
 DB0221
 DB0221                          STATION DESCRIPTION
 DB0221
 DB0221'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969
 DB0221'4 MI SE FROM YUMA.
 DB0221'2.4 MILES EAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB0221'U.S. HIGHWAY 80 AT YUMA TO A SIDE ROAD SOUTH, THENCE 0.7
 DB0221'MILE SOUTH ALONG A PAVED ROAD TO A POWER LINE, THENCE 0.75
 DB0221'MILE EAST ALONG POWER LINE ROAD, THENCE 0.1 MILE NORTH ACROSS
 DB0221'COUNTRY, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES,
 DB0221'78.26 FEET EAST OF THE STATION.
 DB0221
 DB0221                          STATION RECOVERY (1995)
 DB0221
 DB0221'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0221'RECOVERED IN GOOD CONDITION.
 DB0221
 DB0221                          STATION RECOVERY (2007)
 DB0221
 DB0221'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0221'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DB0221'THE DESCRIPTION   THE STATION MARK IS IN A CONCRETE AND RUBBER COLLAR,
 DB0221'3.0 FEET SOUTH OF A ORANGE CARSONITE WITNESS POST, 2.5 FEET NORTH OF A
 DB0221'ORANGE CARSONITE WITNESS POST, 2.5 FEET WEST OF A ORANGE CARSONITE
 DB0221'WITNESS POST, AND 3.1 FEET EAST OF A ORANGE CARSONITE WITNESS POST.
 DB0221'HANDHELD COORDINATES
 DB0221'32 41 16.1 (N)   114 34 17.5 (W)  (NAD 83).
 DB0221' 
 DB0221'UPDATED TO REACH FOLLOWS   FROM 4TH AVENUE (U.S. HIGHWAY 80) AND 16TH
 DB0221'STREET IN YUMA, GO EAST ALONG 16TH STREET FOR 2.5 MILES TO AVENUE 3E.
 DB0221'TURN RIGHT AND GO SOUTH ALONG AVENUE 3E FOR 0.55 MILES TO THE NORTH
 DB0221'FRONTAGE ROAD OF INTERSTATE HIGHWAY 8. TURN LEFT ON FRONTAGE ROAD FOR
 DB0221'0.65 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0222 ***********************************************************************
 DB0222  DESIGNATION -  FEDER RM 2
 DB0222  PID         -  DB0222
 DB0222  STATE/COUNTY-  AZ/YUMA
 DB0222  USGS QUAD   -  YUMA EAST (1994)
 DB0222
 DB0222                         *CURRENT SURVEY CONTROL
 DB0222  ___________________________________________________________________
 DB0222* NAD 83(1986)-  32 41 16.     (N)    114 34 19.     (W)     SCALED    
 DB0222* NAVD 88     -        66.34   (+/-2cm)     217.7    (feet)  VERTCON   
 DB0222  ___________________________________________________________________
 DB0222  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0222  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0222
 DB0222.The horizontal coordinates were scaled from a topographic map and have
 DB0222.an estimated accuracy of +/- 6 seconds.
 DB0222
 DB0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0222.The vertical order pertains to the NGVD 29 superseded value.
 DB0222
 DB0222.The geoid height was determined by GEOID03.
 DB0222
 DB0222;                    North         East    Units  Estimated Accuracy
 DB0222;SPC AZ W     -   187,430.      136,280.      MT  (+/- 180 meters Scaled)
 DB0222
 DB0222                          SUPERSEDED SURVEY CONTROL
 DB0222
 DB0222  NGVD 29 (??/??/??)   65.680  (m)          215.49   (f) ADJUSTED    1 2
 DB0222
 DB0222.Superseded values are not recommended for survey control.
 DB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0222.See file dsdata.txt to determine how the superseded data were derived.
 DB0222
 DB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276192(NAD 83)
 DB0222_MARKER: DR = REFERENCE MARK DISK
 DB0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0222_STAMPING: FEDER NO 2 1960
 DB0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0222+STABILITY: SURFACE MOTION
 DB0222
 DB0222  HISTORY     - Date     Condition        Report By
 DB0222  HISTORY     - 1960     MONUMENTED       CGS
 DB0222
 DB0222                          STATION DESCRIPTION
 DB0222
 DB0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0222'4 MI SE FROM YUMA.
 DB0222'2.4 MILES EAST ON STATE HIGHWAY 95 FROM THE JUNCTION OF U.S.
 DB0222'HIGHWAY 80 AT YUMA TO A SIDE ROAD RIGHT, THENCE 0.7 MILE SOUTH
 DB0222'ON PAVED ROAD, TO A POWER LINE, THENCE 0.75 MILE EAST ON POWER
 DB0222'LINE ROAD, THENCE 0.1 MILE NORTH CROSS-COUNTRY, 67.49 FEET
 DB0222'NORTHWEST OF THE STATION MARK, SET IN A CYLINDRICAL CONCRETE
 DB0222'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0223 ***********************************************************************
 DB0223  DESIGNATION -  FEDER RM 2 RESET
 DB0223  PID         -  DB0223
 DB0223  STATE/COUNTY-  AZ/YUMA
 DB0223  USGS QUAD   -  YUMA EAST (1994)
 DB0223
 DB0223                         *CURRENT SURVEY CONTROL
 DB0223  ___________________________________________________________________
 DB0223* NAD 83(1986)-  32 41 17.     (N)    114 34 18.     (W)     SCALED    
 DB0223* NAVD 88     -        66.30   (+/-2cm)     217.5    (feet)  VERTCON   
 DB0223  ___________________________________________________________________
 DB0223  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0223  VERT ORDER  -  THIRD (See Below)
 DB0223
 DB0223.The horizontal coordinates were scaled from a topographic map and have
 DB0223.an estimated accuracy of +/- 6 seconds.
 DB0223
 DB0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0223.The vertical order pertains to the NGVD 29 superseded value.
 DB0223
 DB0223.The geoid height was determined by GEOID03.
 DB0223
 DB0223;                    North         East    Units  Estimated Accuracy
 DB0223;SPC AZ W     -   187,460.      136,310.      MT  (+/- 180 meters Scaled)
 DB0223
 DB0223                          SUPERSEDED SURVEY CONTROL
 DB0223
 DB0223  NGVD 29 (??/??/??)   65.64   (m)          215.4    (f) RESET       3  
 DB0223
 DB0223.Superseded values are not recommended for survey control.
 DB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0223.See file dsdata.txt to determine how the superseded data were derived.
 DB0223
 DB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS276193(NAD 83)
 DB0223_MARKER: DD = SURVEY DISK
 DB0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0223_STAMPING: FEDER NO 2 RESET 1960 1969
 DB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0223+STABILITY: SURFACE MOTION
 DB0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0223+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 DB0223
 DB0223  HISTORY     - Date     Condition        Report By
 DB0223  HISTORY     - 1969     MONUMENTED       AZHD
 DB0223  HISTORY     - 19950523 GOOD             USPSQD
 DB0223  HISTORY     - 20070615 GOOD             GEOCAC
 DB0223
 DB0223                          STATION DESCRIPTION
 DB0223
 DB0223'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969
 DB0223'4 MI SE FROM YUMA.
 DB0223'2.4 MILES EAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 DB0223'U.S. HIGHWAY 80 AT YUMA TO A SIDE ROAD SOUTH, THENCE 0.7
 DB0223'MILE SOUTH ON A PAVED ROAD, THENCE 0.75 MILE EAST ALONG POWER LINE
 DB0223'ROAD, THENCE 0.1 MILE NORTH ACROSS COUNTRY, SET IN THE TOP OF A
 DB0223'CONCRETE POST PROJECTING 9 INCHES, 59.27 FEET NORTHWEST OF THE
 DB0223'STATION.
 DB0223
 DB0223                          STATION RECOVERY (1995)
 DB0223
 DB0223'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0223'RECOVERED IN GOOD CONDITION.
 DB0223
 DB0223                          STATION RECOVERY (2007)
 DB0223
 DB0223'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0223'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DB0223'THE DESCRIPTION   THE STATION MARK IS IN A CONCRETE AND RUBBER COLLAR,
 DB0223'2.7 FEET SOUTHEAST OF A ORANGE CARSONITE WITNESS POST, 2.8 FEET
 DB0223'SOUTHWEST OF A ORANGE CARSONITE WITNESS POST, 2.9 FEET NORTHWEST OF A
 DB0223'ORANGE CARSONITE WITNESS POST, AND 3.1 FEET NORTHEAST OF A ORANGE
 DB0223'CARSONITE WITNESS POST. HANDHELD COORDINATES
 DB0223'32 41 17.0 (N)   114 34 18.6 (W)  (NAD 83).
 DB0223' 
 DB0223'UPDATED TO REACH FOLLOWS   FROM 4TH AVENUE (U.S. HIGHWAY 80) AND 16TH
 DB0223'STREET IN YUMA, GO EAST ALONG 16TH STREET FOR 2.5 MILES TO AVENUE 3E.
 DB0223'TURN RIGHT AND GO SOUTH ALONG AVENUE 3E FOR 0.55 MILES TO THE NORTH
 DB0223'FRONTAGE ROAD OF INTERSTATE HIGHWAY 8. TURN LEFT ON FRONTAGE ROAD FOR
 DB0223'0.65 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0935 ***********************************************************************
 DW0935  DESIGNATION -  FELIPE
 DW0935  PID         -  DW0935
 DW0935  STATE/COUNTY-  AZ/LA PAZ
 DW0935  USGS QUAD   -  TWEED MINE (1986)
 DW0935
 DW0935                         *CURRENT SURVEY CONTROL
 DW0935  ___________________________________________________________________
 DW0935* NAD 83(1992)-  33 21 44.13614(N)    114 17 57.97896(W)     ADJUSTED  
 DW0935* NAVD 88     -       624.5    (meters)    2049.     (feet)  VERTCON   
 DW0935  ___________________________________________________________________
 DW0935  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DW0935  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW0935  HORZ ORDER  -  SECOND
 DW0935
 DW0935.The horizontal coordinates were established by classical geodetic methods
 DW0935.and adjusted by the National Geodetic Survey in August 1993.
 DW0935
 DW0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0935
 DW0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0935
 DW0935.The geoid height was determined by GEOID03.
 DW0935
 DW0935;                    North         East     Units Scale Factor Converg.
 DW0935;SPC AZ W     -   262,068.508   162,227.153   MT  0.99996556   -0 18 07.8
 DW0935;SPC AZ W     -   859,804.82    532,241.32   iFT  0.99996556   -0 18 07.8
 DW0935;UTM  11      - 3,694,706.327   751,276.257   MT  1.00037852   +1 29 09.2
 DW0935
 DW0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0935!SPC AZ W     -   0.99990706  x   0.99996556  =   0.99987263
 DW0935!UTM  11      -   0.99990706  x   1.00037852  =   1.00028555
 DW0935
 DW0935|---------------------------------------------------------------------|
 DW0935| PID    Reference Object                     Distance      Geod. Az  |
 DW0935|                                                           dddmmss.s |
 DW0935| CE9365 FELIPE RM 1                           3.997 METERS 00705     |
 DW0935| CE9364 FELIPE AZ MK                                       1063951.7 |
 DW0935| CE9366 FELIPE RM 2                           4.786 METERS 28225     |
 DW0935|---------------------------------------------------------------------|
 DW0935
 DW0935                          SUPERSEDED SURVEY CONTROL
 DW0935
 DW0935  NAD 83(1986)-  33 21 44.13547(N)    114 17 57.98532(W) AD(       ) 2
 DW0935  NAD 27      -  33 21 44.01800(N)    114 17 55.18000(W) AD(       ) 2
 DW0935  NGVD 29 (07/19/86)  623.8    (m)         2047.     (f) VERT ANG    3  
 DW0935
 DW0935.Superseded values are not recommended for survey control.
 DW0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0935.See file dsdata.txt to determine how the superseded data were derived.
 DW0935
 DW0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5127694706(NAD 83)
 DW0935_MARKER: DD = SURVEY DISK
 DW0935_SETTING: 66 = SET IN ROCK OUTCROP
 DW0935
 DW0935  HISTORY     - Date     Condition        Report By
 DW0935  HISTORY     - 1949     MONUMENTED       USGS
 DW0935  HISTORY     - 1965     GOOD             AMS
 DW0935
 DW0935                          STATION DESCRIPTION
 DW0935
 DW0935'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0935'STATION LOCATED ABOUT 25 MILES AIR LINE SOUTH OF QUARTZSITE,
 DW0935'ON THE HIGHEST POINT OF LOW RANGE OF MOUNTAINS ON SOUTH SIDE
 DW0935'OF FELIPE PASS.  STATION MARK IS A U.S. GEOLOGICAL SURVEY
 DW0935'BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, PROJECT
 DW0935'3 INCHES, AND STAMPED, FELIPE RS 1933.
 DW0935'
 DW0935'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 DW0935'PROJECTS 4 INCHES, AND STAMPED, FELIPE NO 1 1949.
 DW0935'
 DW0935'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK SET
 DW0935'IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 3 FEET LOWER
 DW0935'THAN STATION, PROJECTS 6 INCHES, AND STAMPED, FELIPE NO 2.
 DW0935'
 DW0935'THE U.S. GEOLOGICAL SURVEY REFERENCE MARK NO. 1 WAS NOT LOCATED
 DW0935'AND IS BELIEVED TO HAVE BEEN DESTROYED.
 DW0935'
 DW0935'AZIMUTH MARK IS LOCATED 11 PACES SOUTHWEST OF CENTER LINE OF
 DW0935'ROAD LEADING TO STATION, 9-1/2 PACES SOUTH OF A GENERAL LAND
 DW0935'OFFICE QUARTER SECTION CORNER MARK, 2 PACES SOUTHWEST OF A WHITE
 DW0935'WITNESS POST, PROJECTS 2 INCHES, AND STAMPED, FELIPE 1949.
 DW0935'
 DW0935'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH STATE
 DW0935'HIGHWAY 95, (ABOUT 0.8 MILE EAST OF QUARTZSITE), GO SOUTH ON
 DW0935'STATE HIGHWAY 95 FOR 22.7 MILES TO A DIRT ROAD RIGHT.  TURN
 DW0935'RIGHT, WEST, ON DIRT ROAD AND GO 0.8 MILE TO A CROSSROAD
 DW0935'AND SIGN CIBOLCONTINUE STRAIGHT AHEAD FOR 2.4 MILES TO
 DW0935'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE STRAIGHT
 DW0935'AHEAD FOR 1.6 MILE.  TURN LEFT, LEAVING ROAD, AND GO 0.7 MILE
 DW0935'TO END OF TRUCK TRAVEL, (KEEP TO THE NORTH OF THE LOW HILL).
 DW0935'PACK WEST TO THE HIGHEST POINT AND STATION AS DESCRIBED
 DW0935'ABOVE.  A 45 MINUTE PACK.
 DW0935
 DW0935                          STATION RECOVERY (1965)
 DW0935
 DW0935'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0935'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DW0935'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1044 ***********************************************************************
 ET1044  DESIGNATION -  FENCE
 ET1044  PID         -  ET1044
 ET1044  STATE/COUNTY-  AZ/YAVAPAI
 ET1044  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1044
 ET1044                         *CURRENT SURVEY CONTROL
 ET1044  ___________________________________________________________________
 ET1044* NAD 83(1992)-  34 00 01.38777(N)    113 14 45.68023(W)     ADJUSTED  
 ET1044* NAVD 88     -       664.2    (meters)    2179.     (feet)  VERTCON   
 ET1044  ___________________________________________________________________
 ET1044  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ET1044  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ET1044  HORZ ORDER  -  FIRST
 ET1044
 ET1044.The horizontal coordinates were established by classical geodetic methods
 ET1044.and adjusted by the National Geodetic Survey in August 1993.
 ET1044
 ET1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1044
 ET1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1044
 ET1044.The geoid height was determined by GEOID03.
 ET1044
 ET1044;                    North         East     Units Scale Factor Converg.
 ET1044;SPC AZ C     -   333,493.337    90,556.440   MT  1.00008585   -0 44 36.5
 ET1044;SPC AZ C     - 1,094,138.24    297,101.18   iFT  1.00008585   -0 44 36.5
 ET1044;SPC AZ W     -   332,822.199   259,916.786   MT  0.99996004   +0 16 54.6
 ET1044;SPC AZ W     - 1,091,936.35    852,745.36   iFT  0.99996004   +0 16 54.6
 ET1044;UTM  12      - 3,764,472.988   292,565.586   MT  1.00013046   -1 15 23.1
 ET1044
 ET1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1044!SPC AZ C     -   0.99990045  x   1.00008585  =   0.99998629
 ET1044!SPC AZ W     -   0.99990045  x   0.99996004  =   0.99986049
 ET1044!UTM  12      -   0.99990045  x   1.00013046  =   1.00003090
 ET1044
 ET1044:                Primary Azimuth Mark                     Grid Az
 ET1044:SPC AZ C     -  CACTUS                                   271 09 03.7
 ET1044:SPC AZ W     -  CACTUS                                   270 07 32.6
 ET1044:UTM  12      -  CACTUS                                   271 39 50.3
 ET1044
 ET1044|---------------------------------------------------------------------|
 ET1044| PID    Reference Object                     Distance      Geod. Az  |
 ET1044|                                                           dddmmss.s |
 ET1044| ET1049 CACTUS                              APPROX. 4.5 KM 2702427.2 |
 ET1044|---------------------------------------------------------------------|
 ET1044
 ET1044                          SUPERSEDED SURVEY CONTROL
 ET1044
 ET1044  NAD 83(1986)-  34 00 01.38722(N)    113 14 45.68211(W) AD(       ) 1
 ET1044  NAD 27      -  34 00 01.28600(N)    113 14 42.98000(W) AD(       ) 1
 ET1044  NGVD 29 (07/19/86)  663.5    (m)         2177.     (f) VERT ANG    3  
 ET1044
 ET1044.Superseded values are not recommended for survey control.
 ET1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1044.See file dsdata.txt to determine how the superseded data were derived.
 ET1044
 ET1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9256664473(NAD 83)
 ET1044_MARKER: DS = TRIANGULATION STATION DISK
 ET1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1044+STABILITY: SURFACE MOTION
 ET1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1044+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 ET1044
 ET1044  HISTORY     - Date     Condition        Report By
 ET1044  HISTORY     - 1924     MONUMENTED       CGS
 ET1044  HISTORY     - 1955     GOOD             CGS
 ET1044  HISTORY     - 1962     GOOD             USGS
 ET1044  HISTORY     - 1967     GOOD             AMS
 ET1044  HISTORY     - 1985     GOOD             AZDT
 ET1044  HISTORY     - 20070420 GOOD             GEOCAC
 ET1044
 ET1044                          STATION DESCRIPTION
 ET1044
 ET1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1044'ABOUT 4 MILES WEST AND 4 MILES NORTH OF AGUILA, ABOUT 30 YARDS
 ET1044'NORTH OF MARICOPA-YAVAPAI COUNTY LINE, 20 FEET WEST OF A FENCE
 ET1044'LINE AND ABOUT 80 PACES SOUTH OF THE CORNER OF SECS. 25, 36,
 ET1044'30 AND 31, T. 8 N., RS. 9 AND 10 W.  MARKED BY STANDARD BRONZE
 ET1044'DISKS.  THOMPSON BOUNDARY
 ET1044'MONUMENT NO. 2 IS 14.72 METERS (48.3 FEET) FROM STATION
 ET1044'N 89 DEG 20 MIN E.
 ET1044
 ET1044                          STATION RECOVERY (1955)
 ET1044
 ET1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1044'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 ET1044'DESCRIPTION FOLLOWS--
 ET1044'
 ET1044'TO REACH FROM THE CHEVRON SERVICE STATION NEAR THE CENTER OF
 ET1044'AGUILA GO NORTH ON DIRT ROAD FOR 4.0 MILES TO A ROAD LEFT,
 ET1044'TURN LEFT (WEST) AND FOLLOW MAIN TRAVELLED ROAD 4.0 MILES TO
 ET1044'THE STATION ON THE LEFT.
 ET1044'
 ET1044'THE STATION IS WEST OF THE MOST WESTERLY OF 2 FENCES AND SOUTH
 ET1044'OF THE EAST-WEST ROAD, 240 FT. SOUTH OF THE EAST-WEST FENCE
 ET1044'AND 24 FT. WEST OF THE NORTH-SOUTH FENCE.  THE MARK IS A STANDARD
 ET1044'DISK, NOT STAMPED, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 ET1044'MONUMENT PROJECTING 0.2 FT.
 ET1044
 ET1044                          STATION RECOVERY (1962)
 ET1044
 ET1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ET1044'TO REACH FROM AGUILA POST OFFICE GO 0.35 MILES WEST TO X RDS,
 ET1044'PROCEED NORTH 4.0 MILES TO X RDS, TURN LEFT, PROCEED WEST
 ET1044'4.0 MILES TO SEC. COR. 36, 31, 1, 6.  STATION IS 310 FT SOUTH
 ET1044'OF SECTION CORNER.  182 FT N 15 W OF COUNTY MONUMENT 3.  TRUCK
 ET1044'CAN BE DRIVEN TO STATION.
 ET1044
 ET1044                          STATION RECOVERY (1967)
 ET1044
 ET1044'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 ET1044'THE MARK WAS RECOVERED IN GOOD CONDITION.
 ET1044
 ET1044                          STATION RECOVERY (1985)
 ET1044
 ET1044'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 ET1044'THE UNSTAMPED STATION MARK AND THOMPSON BOUNDARY MONUMENT NUMBER 3
 ET1044'WERE RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET1044'
 ET1044'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 ET1044'U.S. HIGHWAY 60 FOR 0.35 MILE TO EAGLE EYE ROAD.  TURN RIGHT AND
 ET1044'TRAVEL NORTH ALONG EAGLE EYE ROAD FOR 4.0 MILES A SECTION LINE ROAD.
 ET1044'TURN AND TRAVEL WEST FOR 4.0 MILES TO A CATTLE GUARD AND THE STATION
 ET1044'ON THE LEFT.  THE STATION IS 320 FEET SOUTH OF THE CENTER OF THE ROAD.
 ET1044'310 FEET SOUTHEAST OF AN EAST-WEST FENCE LINE, 98 FEET WEST OF A
 ET1044'NORTH-SOUTH FENCE LINE AND 181 FEET NORTHWEST OF A THOMPSON BOUNDARY
 ET1044'MONUMENT.
 ET1044
 ET1044                          STATION RECOVERY (2007)
 ET1044
 ET1044'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET1044'RECOVERED IN GOOD CONDITION AS DESCRIBED. DID NOT LOOK FOR THOMPSON
 ET1044'BOUNDARY MONUMENT NUMBER 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0914 ***********************************************************************
 FR0914  DESIGNATION -  FENCE
 FR0914  PID         -  FR0914
 FR0914  STATE/COUNTY-  AZ/COCONINO
 FR0914  USGS QUAD   -  DIKE TANK (1980)
 FR0914
 FR0914                         *CURRENT SURVEY CONTROL
 FR0914  ___________________________________________________________________
 FR0914* NAD 83(1992)-  35 48 36.32855(N)    112 53 46.81167(W)     ADJUSTED  
 FR0914* NAVD 88     -      1877.     (meters)    6158.     (feet)  SCALED    
 FR0914  ___________________________________________________________________
 FR0914  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FR0914  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0914  HORZ ORDER  -  SECOND
 FR0914
 FR0914.The horizontal coordinates were established by classical geodetic methods
 FR0914.and adjusted by the National Geodetic Survey in June 1998.
 FR0914
 FR0914.The orthometric height was scaled from a topographic map.
 FR0914
 FR0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0914
 FR0914.The geoid height was determined by GEOID03.
 FR0914
 FR0914;                    North         East     Units Scale Factor Converg.
 FR0914;SPC AZ C     -   533,886.136   124,825.537   MT  0.99999656   -0 34 23.7
 FR0914;SPC AZ C     - 1,751,594.93    409,532.60   iFT  0.99999656   -0 34 23.7
 FR0914;UTM  12      - 3,964,544.422   328,668.910   MT  0.99996172   -1 06 35.3
 FR0914
 FR0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0914!SPC AZ C     -   0.99970924  x   0.99999656  =   0.99970581
 FR0914!UTM  12      -   0.99970924  x   0.99996172  =   0.99967098
 FR0914
 FR0914|---------------------------------------------------------------------|
 FR0914| PID    Reference Object                     Distance      Geod. Az  |
 FR0914|                                                           dddmmss.s |
 FR0914| CH2263 FENCE RM 1                           13.240 METERS 15803     |
 FR0914| CH2264 FENCE RM 2                           11.198 METERS 25134     |
 FR0914| CH2262 FENCE AZ MK                                        2661041.4 |
 FR0914|---------------------------------------------------------------------|
 FR0914
 FR0914                          SUPERSEDED SURVEY CONTROL
 FR0914
 FR0914  NAD 83(1992)-  35 48 36.32855(N)    112 53 46.81167(W) AD(       ) 2
 FR0914  NAD 83(1986)-  35 48 36.32075(N)    112 53 46.80748(W) AD(       ) 2
 FR0914  NAD 27      -  35 48 36.36000(N)    112 53 44.10700(W) AD(       ) 2
 FR0914
 FR0914.Superseded values are not recommended for survey control.
 FR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0914.See file dsdata.txt to determine how the superseded data were derived.
 FR0914
 FR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2866964544(NAD 83)
 FR0914_MARKER: DS = TRIANGULATION STATION DISK
 FR0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0914
 FR0914  HISTORY     - Date     Condition        Report By
 FR0914  HISTORY     - 1936     MONUMENTED       CGS
 FR0914  HISTORY     - 1955     GOOD             CGS
 FR0914
 FR0914                          STATION DESCRIPTION
 FR0914
 FR0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0914'STATION IS LOCATED ON THE HUALPAI INDIAN RESERVATION ABOUT 30
 FR0914'MILES, AIRLINE, NORTH OF SELIGMAN.
 FR0914'
 FR0914'TO REACH FROM SELIGMAN, GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE,
 FR0914'TURN LEFT LEAVING PAVEMENT AT TEXACO SERVICE STATION.  SIGN
 FR0914'READS HAVASUPI INDIAN RESERVATION 73 MILES.  GO 0.2 MILE, PASS
 FR0914'THROUGH GATE AND GO 3.1 MILES TO CATTLE GUARD AND GATE.  CONTINUE
 FR0914'0.4 MILE TO Y, TAKE LEFT FORK, CONTINUE 0.4 MILE TO Y, TAKE RIGHT
 FR0914'FORK, CONTINUE 5.0 MILES, CROSS CATTLE GUARD AND GO 2.4 MILES TO
 FR0914'Y, TAKE LEFT FORK AND CONTINUE 0.5 MILE TO CATTLE GUARD,
 FR0914'CONTINUE 5.7 MILES TO ANOTHER CATTLE GUARD, AND CONTINUE 0.8
 FR0914'MILE TO Y, TAKE LEFT FORK AND GO 1.4 MILES TO Y, TAKE LEFT FORK
 FR0914'AND GO 1.5 MILES TO Y, TAKE LEFT FORK AND GO 7.2 MILES TO
 FR0914'OPENING IN FENCE, CONTINUE 1.7 MILES TO STEEL GATE, CONTINUE
 FR0914'1.5 MILES TO WOODEN GATE, CONTINUE 0.2 MILE TO ROSE WELL
 FR0914'RANCH HOUSE (GOOD WATER HERE).  GO THROUGH GATE IN FRONT
 FR0914'OF RANCH HOUSE AND GO NORTH 0.2 MILE TO Y IN FLATS, TAKE LEFT
 FR0914'FORK AND GO 3.1 MILES TO Y, TAKE RIGHT FORK AND GO 1.6
 FR0914'MILES TO GATE IN RESERVATION FENCE.  PASS THROUGH GATE
 FR0914'AND FOLLOW ROAD 0.4 MILE.  AT THIS POINT THE AZIMUTH MARK IS ON
 FR0914'THE LEFT ABOUT 100 FEET FROM THE ROAD.  CONTINUE 0.8 MILE
 FR0914'AND TURN RIGHT LEAVING ROAD DRIVE ACROSS THE TOP OF A SMALL
 FR0914'CATCH RESERVOIR, CONTINUE UP A SMALL DRAW 0.5 MILE TO TOP OF
 FR0914'RIDGE.  TURN RIGHT AT TOP AND FOLLOW RIDGE 1.0 MILE TO STATION.
 FR0914'A 10-FOOT WOODEN STAND WAS LEFT INTACT.  THE STATION,
 FR0914'AZIMUTH MARK AND REFERENCE MARK NO. 2 ARE STANDARD DISKS SET
 FR0914'IN CONCRETE POSTS.  REFERENCE MARK
 FR0914'NO. 1 IS A STANDARD DISK SET.
 FR0914'UNDERGROUND MARK SET AS DESCRIBED.  TRUCK CAN BE
 FR0914'DRIVEN TO STATION.  THE RIDGE IS COVERED WITH JUNIPER
 FR0914'TREES.  THE AZIMUTH MARK IS ABOUT 1/2 MILE WEST OF THE STATION.
 FR0914
 FR0914                          STATION RECOVERY (1955)
 FR0914
 FR0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0914'THE STATION MARK, TWO REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 FR0914'RECOVERED AS DESCRIBED.  DIRECTIONS FOR REACHING THE STATION ARE
 FR0914'OBSOLETE.  NEW DIRECTIONS FOLLOW--
 FR0914'
 FR0914'TO REACH FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR 11.4 MI.
 FR0914'TO A GRADED ROAD LEADING N.  TURN RIGHT (N) ON THIS ROAD
 FR0914'PASSING THROUGH A CATTLE GUARD AND CONTINUE FOR 2.7 MI. TO A
 FR0914'GATE (HOUSE ON THE LEFT).  CONTINUE THROUGH THE GATE FOR 3.5 MI.
 FR0914'TO A CATTLE GUARD, CONTINUE FOR 20.9 MI. PAST SEVERAL STEEL
 FR0914'WATER TANKS TO ROSEWELL RANCH.  PASS THROUGH TWO GATES AND
 FR0914'CONTINUE N FOR 0.2 MI. TO A DIM REVERSE Y-FORK.  TURN SHARP
 FR0914'LEFT ON A DIM TRACK ROAD AND GO S FOR 0.25 MI. TO A WIRE GATE.
 FR0914'PASS THROUGH THE GATE AND TURN RIGHT FOLLOWING THE FENCE LINE
 FR0914'AND DIM TRACKS NW FOR 1.15 MI.  TURN LEFT ON A TRACK ROAD
 FR0914'LEADING UP A WASH FOR 1.2 MI.  AT THIS POINT THE ROAD EMERGES
 FR0914'ONTO A PRAIRIE.  FOLLOW THE TRACK ROAD PARALLELING THE BASE OF
 FR0914'SOME LOW HILLS ON THE RIGHT FOR 0.4 MI.  TAKE THE RIGHT FORK
 FR0914'AND CONTINUE TO PARALLEL THE BASE OF THE LOW HILLS FOR
 FR0914'1.65 MI. TO A GATE IN THE RESERVATION FENCE.  PASS THROUGH THE
 FR0914'GATE AND CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD TOWARD A
 FR0914'WINDMILL FOR 0.35 MI.  AT THIS POINT THE AZIMUTH MARK IS ABOUT
 FR0914'100 FT. LEFT OF THE TRACK ROAD AND THE WINDMILL IS ABOUT 100 FT.
 FR0914'TO THE RIGHT.  THE STATION IS VISIBLE ON TOP OF THE RIDGE
 FR0914'TO THE RIGHT, NEARLY IN LINE WITH THE WINDMILL AND THE AZIMUTH
 FR0914'MARK.  CONTINUE AHEAD FOR 0.45 MI., BEAR RIGHT AT A REVERSE
 FR0914'WYE AND CONTINUE FOR 0.45 MI. TO A GATE ON THE RIGHT.
 FR0914'TURN RIGHT THROUGH THE GATE AND PASS TO THE LEFT OF A DIRT
 FR0914'TANK FOR 0.2 MI. TO ANOTHER GATE.  BEAR SLIGHTLY RIGHT AND
 FR0914'FOLLOW THE TRACKS UP A DRAW FOR 0.45 MI. TO THE TOP OF THE
 FR0914'RIDGE.  TURN RIGHT AND FOLLOW THE TOP OF THE RIDGE FOR 1.0
 FR0914'MI. TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2036 ***********************************************************************
 DV2036  DESIGNATION -  FENNE
 DV2036  PID         -  DV2036
 DV2036  STATE/COUNTY-  AZ/MARICOPA
 DV2036  USGS QUAD   -  WADDELL (1975)
 DV2036
 DV2036                         *CURRENT SURVEY CONTROL
 DV2036  ___________________________________________________________________
 DV2036* NAD 83(1992)-  33 34 34.42300(N)    112 29 31.61853(W)     ADJUSTED  
 DV2036* NAVD 88     -       448.5    (meters)    1471.     (feet)  VERTCON   
 DV2036  ___________________________________________________________________
 DV2036  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 DV2036  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV2036  HORZ ORDER  -  SECOND
 DV2036
 DV2036.The horizontal coordinates were established by classical geodetic methods
 DV2036.and adjusted by the National Geodetic Survey in August 1993.
 DV2036
 DV2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2036
 DV2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2036
 DV2036.The geoid height was determined by GEOID03.
 DV2036
 DV2036;                    North         East     Units Scale Factor Converg.
 DV2036;SPC AZ C     -   285,802.800   159,939.666   MT  0.99993517   -0 19 05.7
 DV2036;SPC AZ C     -   937,673.23    524,736.44   iFT  0.99993517   -0 19 05.7
 DV2036;UTM  12      - 3,716,168.039   361,519.695   MT  0.99983642   -0 49 31.2
 DV2036
 DV2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2036!SPC AZ C     -   0.99993431  x   0.99993517  =   0.99986948
 DV2036!UTM  12      -   0.99993431  x   0.99983642  =   0.99977074
 DV2036
 DV2036|---------------------------------------------------------------------|
 DV2036| PID    Reference Object                     Distance      Geod. Az  |
 DV2036|                                                           dddmmss.s |
 DV2036| CH5153 FENNE RM 1                            5.635 METERS 18804     |
 DV2036| CH5154 FENNE RM 2                            9.835 METERS 27357     |
 DV2036| CH5152 FENNE AZ MK                                        3372620.2 |
 DV2036|---------------------------------------------------------------------|
 DV2036
 DV2036                          SUPERSEDED SURVEY CONTROL
 DV2036
 DV2036  NAD 83(1986)-  33 34 34.41723(N)    112 29 31.62599(W) AD(       ) 2
 DV2036  NAD 27      -  33 34 34.27300(N)    112 29 29.03200(W) AD(       ) 2
 DV2036  NGVD 29 (07/19/86)  448.0    (m)         1470.     (f) VERT ANG    3  
 DV2036
 DV2036.Superseded values are not recommended for survey control.
 DV2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2036.See file dsdata.txt to determine how the superseded data were derived.
 DV2036
 DV2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6152016168(NAD 83)
 DV2036_MARKER: DS = TRIANGULATION STATION DISK
 DV2036_SETTING: 66 = SET IN ROCK OUTCROP
 DV2036_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2036+STABILITY: POSITION/ELEVATION WELL
 DV2036
 DV2036  HISTORY     - Date     Condition        Report By
 DV2036  HISTORY     - 1947     MONUMENTED       CGS
 DV2036  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 DV2036  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV2036  HISTORY     - 1986     MARK NOT FOUND   AZDT
 DV2036
 DV2036                          STATION DESCRIPTION
 DV2036
 DV2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2036'LOCATED ABOUT 8 MILES NORTHWEST OF LITCHFIELD PARK ON THE HIGHEST
 DV2036'POINT OF A LOW DETACHED KNOLL OF THE WHITETANK MOUNTAINS.  IT
 DV2036'IS 16.5 FEET EAST-SOUTHEAST OF A LARGE BARREL CACTUS.  IT IS
 DV2036'STAMPED FENNE 1947 AND IT IS FLUSH WITH THE GROUND.
 DV2036'
 DV2036'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF A PALOVERDE
 DV2036'TREE.  IT IS STAMPED FENNE NO 1 1947 AND PROJECTS 14 INCHES.
 DV2036'IT HAS THE SAME ELEVATION AS THE STATION.
 DV2036'
 DV2036'REFERENCE MARK NO. 2 IS 18 FEET SOUTHWEST OF A LARGE BARREL
 DV2036'CACTUS AND 2 FEET LOWER THAN THE STATION.  IT IS STAMPED FENNE
 DV2036'NO 2 1947 AND IT IS FLUSH WITH THE GROUND.
 DV2036'
 DV2036'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER LINE OF A BLADED
 DV2036'ROAD AND 4 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED FENNE
 DV2036'1947 AND PROJECTS 4 INCHES.
 DV2036'
 DV2036'TO REACH THE STATION FROM THE INTERSECTION OF THE TWO MAIN
 DV2036'ROADS INTO LITCHFIELD PARK GO WEST ON A GRAVEL ROAD FOR 7 MILES
 DV2036'TO A FORK AND MAINTAINANCE BUILDINGS TO THE RIGHT.  TAKE RIGHT
 DV2036'FORK 1.3 MILES, PASSING ON THE LEFT OF THE BUILDING, TO AN
 DV2036'EMBANKMENT.  TURN RIGHT ON THE EMBANKMENT FOR 2.5 MILES TO A
 DV2036'FORK.  AT THE FORK TURN RIGHT ON A DIM BLADED ROAD 1.2 MILES TO A
 DV2036'POWER LINE.  TURN RIGHT ALONG THE POWER LINE 0.9 MILE TO
 DV2036'WHERE ONE BRANCH OF THE POWER LINE GOES NORTH.  TURN LEFT 1.8
 DV2036'MILES TO WHERE THE ROAD PASSES BETWEEN THE MOUNTAINS AND A
 DV2036'DETACHED KNOLL AND THE END OF TRUCK TRAVEL.  FROM HERE
 DV2036'PACK EAST ABOUT 300 YARDS TO THE STATION.
 DV2036'
 DV2036'TO REACH THE AZIMUTH MARK CONTINUE THE BLADED ROAD NORTH
 DV2036'0.4 MILE AND THE MARK ON THE LEFT.
 DV2036
 DV2036                          STATION RECOVERY (1976)
 DV2036
 DV2036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JM)
 DV2036'RECOVERED BY AERIAL MAPPING CO.
 DV2036'
 DV2036'R.M. 1 - DISTURBED
 DV2036'
 DV2036'R.M. 2 (STA MARK) - DESTROYED (HILL DOZED AND HOUSE BUILT ON
 DV2036'TOP)
 DV2036
 DV2036                          STATION RECOVERY (1980)
 DV2036
 DV2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 DV2036'THE STATION MARK AND REFERENCE MARK NO 2 WERE NOT
 DV2036'RECOVERED.  REFERENCE MARK NO 1 WAS RECOVERED IN FAIR CONDITION.  A
 DV2036'LARGE BUILDING HAS BEEN BUILT DIRECTLY OVER THE STATION MARK AND
 DV2036'REFERENCE MARK NO 2.  ADDITIONAL NOTES FOLLOW.
 DV2036'
 DV2036'THIS STATION, FENNE 1947, WAS OCCUPIED ECCENTRICALLY FOR ASTRO
 DV2036'PURPOSES ONLY.  FROM THE ECC OCCUPATION A TIE WAS MADE TO REFERENCE
 DV2036'MARK NUMBER 1, WHICH BEARS 10 DEGREES 50 MINUTES (FROM NORTH) A
 DV2036'DISTANCE OF 10.58 METERS (34.6 FT) AND AN APPROXIMATE TIE WAS
 DV2036'DETERMINED TO THE TRUE STATION WHICH BEARS APPROXIMATELY 04 DEGREES
 DV2036'40 MINUTES (FROM NORTH) AN APPROXIMATE DISTANCE OF 15.5 METERS
 DV2036'(50.8 FT).
 DV2036'
 DV2036'TO REACH THE STATION FROM THE ENTRANCE TO LUKE AIR FORCE BASE, WHICH
 DV2036'IS ABOUT 4.8 KM (3 MILES) NORTH OF LITCHFIELD PARK, GO NORTH ON
 DV2036'LITCHFIELD ROAD 2.9 KM (1.8 MILES) TO A CROSSROAD.  TURN LEFT AND GO
 DV2036'WEST ON OLIVE AVENUE 10.3 KM (6.4 MILES) TO A CANAL.  TURN RIGHT
 DV2036'AFTER CROSSING CANAL AND GO NORTH ALONG THE WEST SIDE OF THE CANAL
 DV2036'THEN WEST ON A BLADED ROAD 1.9 KM (1.2 MILES) TO A FORK.  TURN RIGHT
 DV2036'AND GO 0.5KM KM (0.3 MILE) TO A FORK.  TURN LEFT AND GO SOUTH 0.5KM
 DV2036'KM (0.3 MILE) TO A FORK.  TURN RIGHT AND GO WEST 0.08 KM (0.05 MILE)
 DV2036'TO A FORK.  TURN LEFT AND GO NORTHWEST AND WEST ON BLADED ROAD 0.5 KM
 DV2036'(0.3 MILE) TO BUILDINGS AT SUMMIT OF LOW, ROCKY KNOLL AND THE STATION
 DV2036'SITE.
 DV2036'
 DV2036'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 DV2036'NOS) DISK STAMPED ---FENNE NO 1 1947---SET INTO ROCK OUTCROP
 DV2036'CEMENTED IN A DRILL HOLE IN A (3 X 5) FOOT ROCK OUTCROP WHICH
 DV2036'PROJECTS 0.6 METERS (2 FT). LOCATED 18.5 FEET W FROM FROM THE
 DV2036'SOUTHEAST CORNER OF THE BUILDING, AND AND 1.5 FEET S FROM FROM THE
 DV2036'SOUTH SIDE OF THE BUILDING.
 DV2036
 DV2036                          STATION RECOVERY (1986)
 DV2036
 DV2036'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2036'THE MARKS WERE SEARCHED FOR AND NOT RECOVERED.  A HOUSE IS BUILT AT
 DV2036'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0626 ***********************************************************************
 FQ0626  DESIGNATION -  FERN
 FQ0626  PID         -  FQ0626
 FQ0626  STATE/COUNTY-  AZ/COCONINO
 FQ0626  USGS QUAD   -  HUMPHREYS PEAK (1983)
 FQ0626
 FQ0626                         *CURRENT SURVEY CONTROL
 FQ0626  ___________________________________________________________________
 FQ0626* NAD 83(1992)-  35 20 56.92939(N)    111 44 20.35117(W)     ADJUSTED  
 FQ0626* NAVD 88     -      2676.0    (meters)    8780.     (feet)  VERTCON   
 FQ0626  ___________________________________________________________________
 FQ0626  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 FQ0626  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 FQ0626  HORZ ORDER  -  SECOND
 FQ0626
 FQ0626.The horizontal coordinates were established by classical geodetic methods
 FQ0626.and adjusted by the National Geodetic Survey in August 1993.
 FQ0626
 FQ0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0626
 FQ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0626
 FQ0626.The geoid height was determined by GEOID03.
 FQ0626
 FQ0626;                    North         East     Units Scale Factor Converg.
 FQ0626;SPC AZ C     -   482,320.522   229,509.297   MT  0.99990321   +0 06 10.1
 FQ0626;SPC AZ C     - 1,582,416.41    752,983.26   iFT  0.99990321   +0 06 10.1
 FQ0626;UTM  12      - 3,912,013.798   432,853.335   MT  0.99965556   -0 25 39.2
 FQ0626
 FQ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0626!SPC AZ C     -   0.99958370  x   0.99990321  =   0.99948695
 FQ0626!UTM  12      -   0.99958370  x   0.99965556  =   0.99923941
 FQ0626
 FQ0626:                Primary Azimuth Mark                     Grid Az
 FQ0626:SPC AZ C     -  VIEW                                     001 31 27.7
 FQ0626:UTM  12      -  VIEW                                     002 03 17.0
 FQ0626
 FQ0626|---------------------------------------------------------------------|
 FQ0626| PID    Reference Object                     Distance      Geod. Az  |
 FQ0626|                                                           dddmmss.s |
 FQ0626| FQ0628 VIEW                                APPROX. 9.6 KM 0013737.8 |
 FQ0626| CH2265 FERN RM 1                            12.509 METERS 14544     |
 FQ0626| CH2266 FERN RM 2                            16.742 METERS 27746     |
 FQ0626|---------------------------------------------------------------------|
 FQ0626
 FQ0626                          SUPERSEDED SURVEY CONTROL
 FQ0626
 FQ0626  NAD 83(1986)-  35 20 56.92659(N)    111 44 20.34620(W) AD(       ) 2
 FQ0626  NAD 27      -  35 20 56.91540(N)    111 44 17.77311(W) AD(       ) 2
 FQ0626  NGVD 29 (07/19/86) 2674.8    (m)         8776.     (f) VERT ANG    3  
 FQ0626
 FQ0626.Superseded values are not recommended for survey control.
 FQ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0626.See file dsdata.txt to determine how the superseded data were derived.
 FQ0626
 FQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3285312014(NAD 83)
 FQ0626_MARKER: DD = SURVEY DISK
 FQ0626_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0626
 FQ0626  HISTORY     - Date     Condition        Report By
 FQ0626  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0626
 FQ0626                          STATION DESCRIPTION
 FQ0626
 FQ0626'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0626'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF
 FQ0626'FLAGSTAFF ON A BALD KNOB THAT SLOPES TO THE SOUTH CALLED FERN
 FQ0626'MOUNTAIN.
 FQ0626'
 FQ0626'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED FERN 1976 AND
 FQ0626'IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP AND MARKED BY A
 FQ0626'WITNESS POST AND SIGN 2.5 FEET EAST NORTHEAST.
 FQ0626'
 FQ0626'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED FERN RM 1
 FQ0626'1976 AND IS EPOXIED TO A ROCK OUTCROP.
 FQ0626'
 FQ0626'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED FERN RM 2
 FQ0626'AND IS EPOXIED TO A ROCK OUTCROP.
 FQ0626'
 FQ0626'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND 180 IN
 FQ0626'FLAGSTAFF, TRAVEL NORTH ON U.S. 80 THROUGH FORT VALLEY TO MILE
 FQ0626'POST 225.85 AND TURN RIGHT ON A WELL TRAVELED ROAD THAT LEADS TO
 FQ0626'HART PRAIRIE (FOREST SERVICE RD. 151), CONTINUE ON ROAD FOR 5.1
 FQ0626'MILES TO FERN MT., A BALD KNOB THAT SLOPES TO THE SOUTH, CONTINUE
 FQ0626'TO THE SOUTHWEST SIDE AND A TRAIL LEFT, 151-B, TURN RIGHT UP
 FQ0626'SLOPE TO A FENCE AND THE END OF TRUCK TRAVEL.  ABOUT A 15
 FQ0626'MINUTE PACK TO STATION.
 FQ0626'
 FQ0626'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI8822 ***********************************************************************
 AI8822  DESIGNATION -  FERN ECC REF DIMPLE
 AI8822  PID         -  AI8822
 AI8822  STATE/COUNTY-  AZ/COCONINO
 AI8822  USGS QUAD   -  FITZGERALD HILL (1989)
 AI8822
 AI8822                         *CURRENT SURVEY CONTROL
 AI8822  ___________________________________________________________________
 AI8822* NAD 83(CORS)-  35 20 30.72318(N)    112 27 17.00708(W)     ADJUSTED  
 AI8822* NAVD 88     -      1793.2    (meters)    5883.     (feet)  GPS OBS   
 AI8822  ___________________________________________________________________
 AI8822  EPOCH DATE  -        2002.00
 AI8822  X           -  -1,989,985.006 (meters)                     COMP
 AI8822  Y           -  -4,815,007.086 (meters)                     COMP
 AI8822  Z           -   3,669,893.790 (meters)                     COMP
 AI8822  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 AI8822  ELLIP HEIGHT-        1768.722 (meters)          (04/??/06) ADJUSTED
 AI8822  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AI8822  HORZ ORDER  -  A
 AI8822  ELLP ORDER  -  FOURTH    CLASS I
 AI8822
 AI8822.ITRF positions are available for this station.
 AI8822.The horizontal coordinates were established by GPS observations
 AI8822.and adjusted by the National Geodetic Survey in April 2006.
 AI8822.The horizontal coordinates are valid at the epoch date displayed above.
 AI8822.The epoch date for horizontal control is a decimal equivalence
 AI8822.of Year/Month/Day.
 AI8822
 AI8822.The orthometric height was determined by GPS observations and a
 AI8822.high-resolution geoid model.
 AI8822
 AI8822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8822
 AI8822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8822
 AI8822.The ellipsoidal height was determined by GPS observations
 AI8822.and is referenced to NAD 83.
 AI8822
 AI8822.The geoid height was determined by GEOID03.
 AI8822
 AI8822;                    North         East     Units Scale Factor Converg.
 AI8822;SPC AZ C     -   481,631.320   164,451.529   MT  0.99992947   -0 18 40.5
 AI8822;SPC AZ C     - 1,580,155.25    539,539.14   iFT  0.99992947   -0 18 40.5
 AI8822;UTM  12      - 3,911,926.839   367,803.744   MT  0.99981537   -0 50 29.8
 AI8822
 AI8822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8822!SPC AZ C     -   0.99972246  x   0.99992947  =   0.99965195
 AI8822!UTM  12      -   0.99972246  x   0.99981537  =   0.99953788
 AI8822
 AI8822                          SUPERSEDED SURVEY CONTROL
 AI8822
 AI8822  NAD 83(2007)-  35 20 30.72275(N)    112 27 17.00692(W) AD(2007.00) 0
 AI8822  ELLIP H (02/10/07) 1768.722  (m)                       GP(2007.00)    
 AI8822  NAD 83(CORS)-  35 20 30.72266(N)    112 27 17.00719(W) AD(2002.00) A
 AI8822  ELLIP H (03/??/02) 1768.729  (m)                       GP(2002.00) 4 1
 AI8822  NAD 83(CORS)-  35 20 30.72307(N)    112 27 17.00721(W) AD(1997.00) A
 AI8822  ELLIP H (12/??/00) 1768.736  (m)                       GP(1997.00) 4 1
 AI8822
 AI8822.Superseded values are not recommended for survey control.
 AI8822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8822.See file dsdata.txt to determine how the superseded data were derived.
 AI8822
 AI8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6780411927(NAD 83)
 AI8822_STAMPING: NONE
 AI8822'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'FERN'
 AI8822'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8822'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8822'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8822'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8822'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8822'
 AI8822' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI8820 ***********************************************************************
 AI8820  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8820  DESIGNATION -  FERNO MESA CORS ARP
 AI8820  CORS_ID     -  FERN
 AI8820  PID         -  AI8820
 AI8820  STATE/COUNTY-  AZ/COCONINO
 AI8820  USGS QUAD   -  FITZGERALD HILL (1989)
 AI8820
 AI8820                         *CURRENT SURVEY CONTROL
 AI8820  ___________________________________________________________________
 AI8820* NAD 83(CORS)-  35 20 30.72318(N)    112 27 17.00708(W)     ADJUSTED  
 AI8820* NAVD 88     -              **(meters)            **(feet)            
 AI8820  ___________________________________________________________________
 AI8820  EPOCH DATE  -        2002.00
 AI8820  X           -  -1,989,985.044 (meters)                     COMP
 AI8820  Y           -  -4,815,007.180 (meters)                     COMP
 AI8820  Z           -   3,669,893.862 (meters)                     COMP
 AI8820  ELLIP HEIGHT-        1768.846 (meters)          (04/??/06) ADJUSTED
 AI8820  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AI8820  HORZ ORDER  -  SPECIAL (CORS)
 AI8820  ELLP ORDER  -  SPECIAL (CORS)
 AI8820
 AI8820.ITRF positions are available for this station.
 AI8820.The coordinates were established by GPS observations
 AI8820.and adjusted by the National Geodetic Survey in April 2006.
 AI8820.The coordinates are valid at the epoch date displayed above.
 AI8820.The epoch date for horizontal control is a decimal equivalence
 AI8820.of Year/Month/Day.
 AI8820
 AI8820
 AI8820.The PID for the CORS L1 Phase Center is AI8821.
 AI8820
 AI8820.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8820
 AI8820.The ellipsoidal height was determined by GPS observations
 AI8820.and is referenced to NAD 83.
 AI8820
 AI8820.The geoid height was determined by GEOID03.
 AI8820
 AI8820;                    North         East     Units Scale Factor Converg.
 AI8820;SPC AZ C     -   481,631.320   164,451.529   MT  0.99992947   -0 18 40.5
 AI8820;SPC AZ C     - 1,580,155.25    539,539.14   iFT  0.99992947   -0 18 40.5
 AI8820
 AI8820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8820!SPC AZ C     -   0.99972244  x   0.99992947  =   0.99965193
 AI8820
 AI8820                          SUPERSEDED SURVEY CONTROL
 AI8820
 AI8820  NAD 83(CORS)-  35 20 30.72266(N)    112 27 17.00719(W) AD(2002.00) c
 AI8820  ELLIP H (03/??/02) 1768.854  (m)                       GP(2002.00) c c
 AI8820  NAD 83(CORS)-  35 20 30.72307(N)    112 27 17.00721(W) AD(1997.00) c
 AI8820  ELLIP H (12/??/00) 1768.861  (m)                       GP(1997.00) c c
 AI8820
 AI8820.Superseded values are not recommended for survey control.
 AI8820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8820.See file dsdata.txt to determine how the superseded data were derived.
 AI8820
 AI8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6780411927(NAD 83)
 AI8820_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8820
 AI8820                          STATION DESCRIPTION
 AI8820
 AI8820'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI8820'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8820'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8820'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8820'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8820'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI8821 ***********************************************************************
 AI8821  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8821  DESIGNATION -  FERNO MESA CORS L1 PHASE CENTER
 AI8821  CORS_ID     -  FERN
 AI8821  PID         -  AI8821
 AI8821  STATE/COUNTY-  AZ/COCONINO
 AI8821  USGS QUAD   -  FITZGERALD HILL (1989)
 AI8821
 AI8821                         *CURRENT SURVEY CONTROL
 AI8821  ___________________________________________________________________
 AI8821* NAD 83(CORS)-  35 20 30.72322(N)    112 27 17.00706(W)     ADJUSTED  
 AI8821* NAVD 88     -              **(meters)            **(feet)            
 AI8821  ___________________________________________________________________
 AI8821  EPOCH DATE  -        2002.00
 AI8821  X           -  -1,989,985.078 (meters)                     COMP
 AI8821  Y           -  -4,815,007.262 (meters)                     COMP
 AI8821  Z           -   3,669,893.926 (meters)                     COMP
 AI8821  ELLIP HEIGHT-        1768.956 (meters)          (04/??/06) ADJUSTED
 AI8821  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AI8821  HORZ ORDER  -  SPECIAL (CORS)
 AI8821  ELLP ORDER  -  SPECIAL (CORS)
 AI8821
 AI8821.ITRF positions are available for this station.
 AI8821.The coordinates were established by GPS observations
 AI8821.and adjusted by the National Geodetic Survey in April 2006.
 AI8821.The coordinates are valid at the epoch date displayed above.
 AI8821.The epoch date for horizontal control is a decimal equivalence
 AI8821.of Year/Month/Day.
 AI8821
 AI8821
 AI8821.The PID for the CORS ARP is AI8820.
 AI8821
 AI8821.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8821
 AI8821.The ellipsoidal height was determined by GPS observations
 AI8821.and is referenced to NAD 83.
 AI8821
 AI8821.The geoid height was determined by GEOID03.
 AI8821
 AI8821;                    North         East     Units Scale Factor Converg.
 AI8821;SPC AZ C     -   481,631.321   164,451.530   MT  0.99992947   -0 18 40.5
 AI8821;SPC AZ C     - 1,580,155.25    539,539.14   iFT  0.99992947   -0 18 40.5
 AI8821
 AI8821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8821!SPC AZ C     -   0.99972242  x   0.99992947  =   0.99965191
 AI8821
 AI8821                          SUPERSEDED SURVEY CONTROL
 AI8821
 AI8821  NAD 83(CORS)-  35 20 30.72270(N)    112 27 17.00717(W) AD(2002.00) c
 AI8821  ELLIP H (03/??/02) 1768.963  (m)                       GP(2002.00) c c
 AI8821  NAD 83(CORS)-  35 20 30.72311(N)    112 27 17.00719(W) AD(1997.00) c
 AI8821  ELLIP H (12/??/00) 1768.970  (m)                       GP(1997.00) c c
 AI8821
 AI8821.Superseded values are not recommended for survey control.
 AI8821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8821.See file dsdata.txt to determine how the superseded data were derived.
 AI8821
 AI8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6780411927(NAD 83)
 AI8821_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8821
 AI8821                          STATION DESCRIPTION
 AI8821
 AI8821'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8821'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8821'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8821'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8821'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8821'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1041 ***********************************************************************
 ET1041  DESIGNATION -  FERRA
 ET1041  PID         -  ET1041
 ET1041  STATE/COUNTY-  AZ/YAVAPAI
 ET1041  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1041
 ET1041                         *CURRENT SURVEY CONTROL
 ET1041  ___________________________________________________________________
 ET1041* NAD 83(1992)-  34 02 36.74146(N)    113 09 13.65072(W)     ADJUSTED  
 ET1041* NAVD 88     -      1035.8    (meters)    3398.     (feet)  VERTCON   
 ET1041  ___________________________________________________________________
 ET1041  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET1041  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ET1041  HORZ ORDER  -  FIRST
 ET1041
 ET1041.The horizontal coordinates were established by classical geodetic methods
 ET1041.and adjusted by the National Geodetic Survey in August 1993.
 ET1041
 ET1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1041
 ET1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1041
 ET1041.The geoid height was determined by GEOID03.
 ET1041
 ET1041;                    North         East     Units Scale Factor Converg.
 ET1041;SPC AZ C     -   338,173.287    99,134.881   MT  1.00006079   -0 41 33.5
 ET1041;SPC AZ C     - 1,109,492.41    325,245.67   iFT  1.00006079   -0 41 33.5
 ET1041;UTM  12      - 3,769,076.073   301,185.909   MT  1.00008728   -1 12 22.1
 ET1041
 ET1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1041!SPC AZ C     -   0.99984210  x   1.00006079  =   0.99990288
 ET1041!UTM  12      -   0.99984210  x   1.00008728  =   0.99992936
 ET1041
 ET1041:                Primary Azimuth Mark                     Grid Az
 ET1041:SPC AZ C     -  T14N R9 8W SECS 31 36 SC                 026 04 56.0
 ET1041:UTM  12      -  T14N R9 8W SECS 31 36 SC                 026 35 44.6
 ET1041
 ET1041|---------------------------------------------------------------------|
 ET1041| PID    Reference Object                     Distance      Geod. Az  |
 ET1041|                                                           dddmmss.s |
 ET1041| CH2267 T14N R9 8W SECS 31 36 SC                           0252322.5 |
 ET1041| CH2268 FERRA RM 1                           53.367 METERS 04211     |
 ET1041| DV1884 AGUILA RAILROAD WATER TANK          APPROX.11.3 KM 1893938.7 |
 ET1041| CH2269 FERRA RM 2                           21.508 METERS 27156     |
 ET1041|---------------------------------------------------------------------|
 ET1041
 ET1041                          SUPERSEDED SURVEY CONTROL
 ET1041
 ET1041  NAD 83(1986)-  34 02 36.74096(N)    113 09 13.65471(W) AD(       ) 1
 ET1041  NAD 27      -  34 02 36.64200(N)    113 09 10.96100(W) AD(       ) 1
 ET1041  NGVD 29 (07/19/86) 1035.1    (m)         3396.     (f) VERT ANG    3  
 ET1041
 ET1041.Superseded values are not recommended for survey control.
 ET1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1041.See file dsdata.txt to determine how the superseded data were derived.
 ET1041
 ET1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0118669076(NAD 83)
 ET1041_MARKER: DS = TRIANGULATION STATION DISK
 ET1041_SETTING: 66 = SET IN ROCK OUTCROP
 ET1041
 ET1041  HISTORY     - Date     Condition        Report By
 ET1041  HISTORY     - 1944     MONUMENTED       CGS
 ET1041  HISTORY     - 1955     GOOD             CGS
 ET1041  HISTORY     - 1972     GOOD             AZHD
 ET1041
 ET1041                          STATION DESCRIPTION
 ET1041
 ET1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1041'STATION IS LOCATED ABOUT 7 MILES N OF AGUILA, ON A DISTINCT
 ET1041'LIGHT-COLORED KNOB ON THE W END OF THE FIRST RANGE LYING
 ET1041'DIRECTLY N OF AGUILA.  KNOB IS EASILY SEEN FROM THE TOWN.
 ET1041'STATION IS ON THE HIGHEST POINT.
 ET1041'
 ET1041'STATION MARK IS A BRONZE STATION DISK SET IN AN OUTCROP OF
 ET1041'RED BEDROCK AND IS STAMPED FERRA 1944.  IT IS ABOUT 15 FEET N
 ET1041'OF THE SHARP CLIFF TO THE S.
 ET1041'
 ET1041'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1041'AND IS STAMPED FERRA NO 1 1944.  IT IS ON THE N SIDE OF ROCKY
 ET1041'OUTCROP RUNNING E AND W AND IS ABOUT 8 FEET LOWER IN ELEVATION
 ET1041'THAN THE STATION MARK.
 ET1041'
 ET1041'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK AND IS
 ET1041'STAMPED FERRA NO 2 1944.  IT IS TOWARD THE S SIDE OF THE SMALL
 ET1041'PEAK THAT IS JUST ACROSS THE SMALL SADDLE W OF THE STATION AND
 ET1041'IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 ET1041'
 ET1041'AZIMUTH MARK IS A G.L.O. IRON PIPE PROJECTING ABOUT 9 INCHES
 ET1041'ABOVE THE GROUND AND IS MARKED T 14 N R8W R9W S31 S36 1914.
 ET1041'IT IS ABOUT 3 FEET SE OF A WITNESS POST AND 1-1/2 FEET S OF
 ET1041'FENCE.
 ET1041'
 ET1041'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ACROSS
 ET1041'RAILROAD TRACKS ON STATE HIGHWAY 71 AND CONTINUE TOWARD CONGRESS
 ET1041'JUNCTION FOR 8.8 MILES TO A GATE ON THE LEFT AND A SIGN
 ET1041'FOREPAUGH CATTLE CO., TURN LEFT THROUGH THE GATE AND GO N FOR 0.8
 ET1041'MILE TO A FORKS, TAKE THE LEFT FORK FOR 1/4 MILE TO ANOTHER
 ET1041'FORK, AGAIN TAKE THE LEFT FORK AND CONTINUE FOR 3.1 MILES TO A
 ET1041'TANK AND COW CAMP.  HERE TAKE A DIM TRACK S FOR 0.3 MILE
 ET1041'TO STATION G.L.O. A (T. 8-9 N., R. 8 W., SECS. 5-6, 31-32).
 ET1041'*FOLLOW THE LEFT DIM TRACK ROAD S FOR 2.4 MILES TO THE END OF
 ET1041'TRUCK TRAVEL ON THE E SIDE OF WASH.  FROM HERE FOLLOW A MINE
 ET1041'TRAIL SW TO SADDLE, THEN RIGHT UP ROCKY RIDGE TO THE
 ET1041'STATION.
 ET1041'
 ET1041'*TO REACH AZIMUTH MARK FROM HERE, TAKE A DIM TRACK ROAD WSW,
 ET1041'ON LEFT SIDE OF FENCE, FOR 0.8 MILE TO G.L.O. PIPE WHICH IS
 ET1041'THE AZIMUTH MARK.
 ET1041
 ET1041                          STATION RECOVERY (1955)
 ET1041
 ET1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1041'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  REVISED DIRECTIONS
 ET1041'FOR REACHING THE END OF TRUCK TRAVEL FOLLOW--
 ET1041'
 ET1041'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND 70
 ET1041'AND STATE HIGHWAY 71 E OF AGUILA, GO NE ON STATE HIGHWAY 71
 ET1041'FOR 8.3 MI. TO A TRACK ROAD CROSSING THE HIGHWAY.  TURN LEFT
 ET1041'ON THE TRACK ROAD AND GO 0.8 MI. TO A FORK, TAKE THE LEFT FORK
 ET1041'AND GO 0.25 MI. TO A FORK, TAKE THE LEFT FORK AND GO 3.1 MI. TO A
 ET1041'TANK AND CAMP, TURN LEFT ON DIM TRACKS AND GO 2.7 MI. TO THE
 ET1041'END OF TRUCK TRAVEL.  THE ORIGINAL DESCRIPTION IS GOOD FROM
 ET1041'HERE ON.
 ET1041
 ET1041                          STATION RECOVERY (1972)
 ET1041
 ET1041'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1041'GENERAL LOCATION IS ABOUT 7 MILES N. OF AGUILA
 ET1041'
 ET1041'TO REACH AS DESCRIBED
 ET1041'
 ET1041'STATION MARK USC AND GS BRASS CAP
 ET1041'
 ET1041'REFERENCE MARKS NOT NOTICED
 ET1041'
 ET1041'AZIMUTH MARK NOT LOOKED FOR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1355 ***********************************************************************
 FS1355  DESIGNATION -  FERRY
 FS1355  PID         -  FS1355
 FS1355  STATE/COUNTY-  AZ/MOHAVE
 FS1355  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS1355
 FS1355                         *CURRENT SURVEY CONTROL
 FS1355  ___________________________________________________________________
 FS1355* NAD 83(1992)-  35 34 46.66590(N)    114 23 14.76707(W)     ADJUSTED  
 FS1355* NAVD 88     -       847.7    (meters)    2781.     (feet)  VERTCON   
 FS1355  ___________________________________________________________________
 FS1355  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 FS1355  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS1355  HORZ ORDER  -  SECOND
 FS1355
 FS1355.The horizontal coordinates were established by classical geodetic methods
 FS1355.and adjusted by the National Geodetic Survey in August 1993.
 FS1355
 FS1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1355
 FS1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1355
 FS1355.The geoid height was determined by GEOID03.
 FS1355
 FS1355;                    North         East     Units Scale Factor Converg.
 FS1355;SPC AZ W     -   508,079.212   155,586.481   MT  0.99997445   -0 22 15.2
 FS1355;SPC AZ W     - 1,666,926.55    510,454.33   iFT  0.99997445   -0 22 15.2
 FS1355;UTM  11      - 3,940,466.445   736,734.235   MT  1.00029067   +1 31 14.8
 FS1355
 FS1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1355!SPC AZ W     -   0.99987142  x   0.99997445  =   0.99984588
 FS1355!UTM  11      -   0.99987142  x   1.00029067  =   1.00016206
 FS1355
 FS1355:                Primary Azimuth Mark                     Grid Az
 FS1355:SPC AZ W     -  DETRITAL                                 327 20 11.2
 FS1355:UTM  11      -  DETRITAL                                 325 26 41.2
 FS1355
 FS1355|---------------------------------------------------------------------|
 FS1355| PID    Reference Object                     Distance      Geod. Az  |
 FS1355|                                                           dddmmss.s |
 FS1355| FS0934 DETRITAL                            APPROX. 5.2 KM 3265756.0 |
 FS1355|---------------------------------------------------------------------|
 FS1355
 FS1355                          SUPERSEDED SURVEY CONTROL
 FS1355
 FS1355  NAD 83(1986)-  35 34 46.66345(N)    114 23 14.76172(W) AD(       ) 2
 FS1355  NGVD 29 (11/23/90)  847.0    (m)         2779.     (f) VERT ANG    3  
 FS1355
 FS1355.Superseded values are not recommended for survey control.
 FS1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1355.See file dsdata.txt to determine how the superseded data were derived.
 FS1355
 FS1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3673440466(NAD 83)
 FS1355_MARKER: DS = TRIANGULATION STATION DISK
 FS1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1355+STABILITY: SURFACE MOTION
 FS1355
 FS1355  HISTORY     - Date     Condition        Report By
 FS1355  HISTORY     - 1981     MONUMENTED       AZDT
 FS1355
 FS1355                          STATION DESCRIPTION
 FS1355
 FS1355'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1355'THE STATION IS LOCATED 32.5 MILES NORTHWEST OF KINGMAN AND 6 MILES
 FS1355'SOUTHWEST OF DOLAN SPRINGS ALONG THE RIGHT OF WAY OF US HIGHWAY 93.
 FS1355'
 FS1355'THE STATION MARK IS AN ADOT DISK STAMPED---FERRY 1981.  IT IS SET IN
 FS1355'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 47 FEET SOUTHWEST OF THE
 FS1355'CENTER LINE OF US 93 AND 3 FEET NORTHEAST OF THE WITNESS POST.
 FS1355'
 FS1355'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, FERRY RM 1 1981.  IT IS SET
 FS1355'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1355'
 FS1355'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, FERRY RM 2 1981.  IT IS SET
 FS1355'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1355'
 FS1355'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH FOR
 FS1355'0.1 MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TRAVEL WEST ALONG
 FS1355'US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.
 FS1355'TRAVEL NORTH ALONG US HIGHWAY 93 FOR 29.3 MILES TO THE DOLAN SPRINGS
 FS1355'MEADVIEW ROAD ON THE RIGHT, CONTINUE NORTH ALONG US 93 FOR 3.7 MILES
 FS1355'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0484 ***********************************************************************
 ER0484  DESIGNATION -  FESS
 ER0484  PID         -  ER0484
 ER0484  STATE/COUNTY-  AZ/APACHE
 ER0484  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0484
 ER0484                         *CURRENT SURVEY CONTROL
 ER0484  ___________________________________________________________________
 ER0484* NAD 83(1992)-  34 13 29.82798(N)    109 20 15.11240(W)     ADJUSTED  
 ER0484* NAVD 88     -      2038.1    (meters)    6687.     (feet)  VERTCON   
 ER0484  ___________________________________________________________________
 ER0484  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 ER0484  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 ER0484  HORZ ORDER  -  SECOND
 ER0484
 ER0484.The horizontal coordinates were established by classical geodetic methods
 ER0484.and adjusted by the National Geodetic Survey in August 1993.
 ER0484
 ER0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0484
 ER0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0484
 ER0484.The geoid height was determined by GEOID03.
 ER0484
 ER0484;                    North         East     Units Scale Factor Converg.
 ER0484;SPC AZ E     -   357,914.940   289,750.340   MT  0.99997191   +0 27 58.9
 ER0484;SPC AZ E     - 1,174,261.61    950,624.48   iFT  0.99997191   +0 27 58.9
 ER0484;UTM  12      - 3,788,348.390   653,127.466   MT  0.99988904   +0 56 06.8
 ER0484
 ER0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0484!SPC AZ E     -   0.99968373  x   0.99997191  =   0.99965565
 ER0484!UTM  12      -   0.99968373  x   0.99988904  =   0.99957280
 ER0484
 ER0484|---------------------------------------------------------------------|
 ER0484| PID    Reference Object                     Distance      Geod. Az  |
 ER0484|                                                           dddmmss.s |
 ER0484| CD2876 FESS RM 1                            12.095 METERS 15206     |
 ER0484| ER0483 COLOR                               APPROX. 3.8 KM 1594353.0 |
 ER0484| CD2877 FESS RM 2                             7.723 METERS 32559     |
 ER0484|---------------------------------------------------------------------|
 ER0484
 ER0484                          SUPERSEDED SURVEY CONTROL
 ER0484
 ER0484  NAD 83(1986)-  34 13 29.82666(N)    109 20 15.11909(W) AD(       ) 2
 ER0484  NAD 27      -  34 13 29.66334(N)    109 20 12.80428(W) AD(       ) 2
 ER0484  NGVD 29 (07/19/86) 2037.2    (m)         6684.     (f) VERT ANG    3  
 ER0484
 ER0484.Superseded values are not recommended for survey control.
 ER0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0484.See file dsdata.txt to determine how the superseded data were derived.
 ER0484
 ER0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5312788348(NAD 83)
 ER0484_MARKER: DD = SURVEY DISK
 ER0484_SETTING: 80 = SET IN A BOULDER
 ER0484_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0484+STABILITY: SURFACE MOTION
 ER0484
 ER0484  HISTORY     - Date     Condition        Report By
 ER0484  HISTORY     - 1978     MONUMENTED       AZDT
 ER0484
 ER0484                          STATION DESCRIPTION
 ER0484
 ER0484'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0484'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF SPRINGERVILLE
 ER0484'ALONG THE RIGHT SIDE OF U.S. HWY. 180-666 ON TOP OF A HWY. CUT-BANK.
 ER0484'
 ER0484'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---FESS 1978---
 ER0484'EPOXIED IN A DRILL HOLE IN A ROCK, 94 FEET NORTHEAST OF HWY.
 ER0484'CENTERLINE AND MARKED WITH A WITNESS POST AND SIGN 4.7 FEET EAST.
 ER0484'
 ER0484'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---FESS RM 2
 ER0484'1978---AND IS EPOXIED TO A ROCK 89.5 FEET NORTHEAST OF HWY CENTERLINE.
 ER0484'
 ER0484'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---FESS RM 1
 ER0484'1978---EPOXIED TO A ROCK AND IS 97 FEET NORTHEAST OF HWY. CENTERLINE.
 ER0484'
 ER0484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 180-666 AND 60, 5
 ER0484'MILES WEST OF SPRINGERVILLE, TRAVEL NORTH ON HWY. 180-66 FOR 3.4
 ER0484'MILES TO MILE POST 390.64 AND THE STATION ON THE RIGHT ATOP A HIGHWAY
 ER0484'CUT-BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0751 ***********************************************************************
 CG0751  DESIGNATION -  FF 118
 CG0751  PID         -  CG0751
 CG0751  STATE/COUNTY-  AZ/PIMA
 CG0751  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0751
 CG0751                         *CURRENT SURVEY CONTROL
 CG0751  ___________________________________________________________________
 CG0751* NAD 83(1986)-  31 40 00.     (N)    111 47 48.     (W)     SCALED    
 CG0751* NAVD 88     -       740.02   (+/-2cm)    2427.9    (feet)  VERTCON   
 CG0751  ___________________________________________________________________
 CG0751  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 CG0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0751
 CG0751.The horizontal coordinates were scaled from a topographic map and have
 CG0751.an estimated accuracy of +/- 6 seconds.
 CG0751
 CG0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0751.The vertical order pertains to the NGVD 29 superseded value.
 CG0751
 CG0751.The geoid height was determined by GEOID03.
 CG0751
 CG0751;                    North         East    Units  Estimated Accuracy
 CG0751;SPC AZ C     -    73,920.      224,740.      MT  (+/- 180 meters Scaled)
 CG0751
 CG0751                          SUPERSEDED SURVEY CONTROL
 CG0751
 CG0751  NGVD 29 (??/??/92)  739.291  (m)         2425.49   (f) ADJ UNCH    2 0
 CG0751
 CG0751.Superseded values are not recommended for survey control.
 CG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0751.See file dsdata.txt to determine how the superseded data were derived.
 CG0751
 CG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA244037(NAD 83)
 CG0751_MARKER: DB = BENCH MARK DISK
 CG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0751_STAMPING: F F 118 1935
 CG0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0751+STABILITY: SURFACE MOTION
 CG0751
 CG0751  HISTORY     - Date     Condition        Report By
 CG0751  HISTORY     - 1935     MONUMENTED       CGS
 CG0751  HISTORY     - 1952     GOOD             NGS
 CG0751  HISTORY     - 1975     POOR             USGS
 CG0751
 CG0751                          STATION DESCRIPTION
 CG0751
 CG0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0751'4.1 MI N FROM SAN MIGUEL.
 CG0751'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0751'SCHOOL AT SAN MIGUEL, THENCE 3.9 MILES NORTH ALONG A WAGON ROAD
 CG0751'FOLLOWING A LINE OF TELEPHONE POLES, 0.05 MILE NORTHWEST OF A WAGON
 CG0751'ROAD INTERSECTION, 97.8 FEET NORTHWEST OF A JUNCTION OF THE TELEPHONE
 CG0751'LINE, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET
 CG0751'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, USGS METAL TAG
 CG0751'ON A STAKE STAMPED 2425.9, AND SET IN THE TOP OF A CONCRETE POST
 CG0751'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0751
 CG0751                          STATION RECOVERY (1975)
 CG0751
 CG0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0751'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6815 ***********************************************************************
 AC6815  SACS        -  This is a Secondary Airport Control Station.
 AC6815  DESIGNATION -  FFZ D
 AC6815  PID         -  AC6815
 AC6815  STATE/COUNTY-  AZ/MARICOPA
 AC6815  USGS QUAD   -  BUCKHORN (1982)
 AC6815
 AC6815                         *CURRENT SURVEY CONTROL
 AC6815  ___________________________________________________________________
 AC6815* NAD 83(2007)-  33 27 32.64473(N)    111 44 05.24990(W)     ADJUSTED  
 AC6815* NAVD 88     -       415.79   (meters)    1364.1    (feet)  GPS OBS   
 AC6815  ___________________________________________________________________
 AC6815  EPOCH DATE  -        2007.00
 AC6815  X           -  -1,972,607.638 (meters)                     COMP
 AC6815  Y           -  -4,948,195.833 (meters)                     COMP
 AC6815  Z           -   3,496,760.581 (meters)                     COMP
 AC6815  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AC6815  ELLIP HEIGHT-         386.224 (meters)          (02/10/07) ADJUSTED
 AC6815  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AC6815
 AC6815  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6815  Type    PID    Designation                      North   East  Ellip
 AC6815  -------------------------------------------------------------------
 AC6815  NETWORK AC6815 FFZ D                             0.49   0.47   1.06
 AC6815  -------------------------------------------------------------------
 AC6815
 AC6815.This mark is at Falcon Field Airport (FFZ)
 AC6815
 AC6815.The horizontal coordinates were established by GPS observations
 AC6815.and adjusted by the National Geodetic Survey in February 2007.
 AC6815
 AC6815.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6815.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6815.The horizontal coordinates are valid at the epoch date displayed above.
 AC6815.The epoch date for horizontal control is a decimal equivalence
 AC6815.of Year/Month/Day.
 AC6815
 AC6815.The orthometric height was determined by GPS observations and a
 AC6815.high-resolution geoid model.
 AC6815
 AC6815.GPS derived orthometric heights for airport stations designated as
 AC6815.PACS or SACS are published to 2 decimal places.  This maintains
 AC6815.centimeter relative accuracy between the PACS and SACS.  It does
 AC6815.not indicate centimeter accuracy relative to other marks which are
 AC6815.part of the NAVD 88 network.
 AC6815
 AC6815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6815
 AC6815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6815
 AC6815.The ellipsoidal height was determined by GPS observations
 AC6815.and is referenced to NAD 83.
 AC6815
 AC6815.The geoid height was determined by GEOID03.
 AC6815
 AC6815;                    North         East     Units Scale Factor Converg.
 AC6815;SPC AZ C     -   272,675.810   230,266.560   MT  0.99990352   +0 06 01.0
 AC6815;SPC AZ C     -   894,605.68    755,467.72   iFT  0.99990352   +0 06 01.0
 AC6815;UTM  12      - 3,702,422.559   431,715.759   MT  0.99965748   -0 24 18.5
 AC6815
 AC6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6815!SPC AZ C     -   0.99993937  x   0.99990352  =   0.99984289
 AC6815!UTM  12      -   0.99993937  x   0.99965748  =   0.99959687
 AC6815
 AC6815                          SUPERSEDED SURVEY CONTROL
 AC6815
 AC6815  ELLIP H (01/12/01)  386.280  (m)                       GP(       ) 4 1
 AC6815  NAD 83(1992)-  33 27 32.64359(N)    111 44 05.24875(W) AD(       ) 1
 AC6815  ELLIP H (03/14/97)  386.298  (m)                       GP(       ) 3 1
 AC6815
 AC6815.Superseded values are not recommended for survey control.
 AC6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6815.See file dsdata.txt to determine how the superseded data were derived.
 AC6815
 AC6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3171602423(NAD 83)
 AC6815_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC6815_SP_SET: SET FLUSH IN CONCRETE DRAIN
 AC6815_STAMPING: FFZ D 1996
 AC6815_MARK LOGO: NGS   
 AC6815_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6815+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AC6815
 AC6815  HISTORY     - Date     Condition        Report By
 AC6815  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6815  HISTORY     - 19970515 GOOD             NGS
 AC6815
 AC6815                          STATION DESCRIPTION
 AC6815
 AC6815'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6815'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF THE CITY OF
 AC6815'MESA AT THE FALCON FIELD AIRPORT.  OWNERSHIP -- CITY OF MESA, MARGIE E
 AC6815'BRABANDT - AIRPORT TENANT ASSISTANT, PHONE (602) 644-2444 TO REACH THE
 AC6815'STATION FROM THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) AND
 AC6815'US HIGHWAY 60 (MAIN STREET) IN MESA, PROCEED EAST ALONG US HIGHWAY 60
 AC6815'FOR 9.7 KM (6.00 MI) TO THE JUNCTION WITH GREENFIELD ROAD.  TURN LEFT
 AC6815'AND GO NORTH ON GREENFIELD ROAD FOR 4.0 KM (2.50 MI) TO THE JUNCTION
 AC6815'WITH MCKELLIPS ROAD.  TURN RIGHT AND GO EAST ON MCKELLIPS ROAD FOR 0.8
 AC6815'KM (0.50 MI) TO THE JUNCTION WITH FALCON DRIVE ON THE LEFT.  TURN LEFT
 AC6815'AND GO NORTH AND NORTHEAST ON FALCON DRIVE FOR 0.6 KM (0.35 MI) TO A
 AC6815'LEFT TURN JUST PAST THE CONTROL TOWER.  TURN LEFT AND PROCEED
 AC6815'NORTHWEST FOR 0.1 KM (0.05 MI) TO THE APRON NORTH OF THE TERMINAL
 AC6815'BUILDING.  TURN LEFT AND PROCEED WEST-SOUTHWESTERLY FOR 0.55 KM (0.35
 AC6815'MI) FOLLOWING THE NORTHWEST EDGE OF THE APRON TO THE SOUTHWEST END OF
 AC6815'TAXIWAY D AT THE APPROACH END OF RUNWAY 4R AND A GRAVEL PERIMETER ROAD
 AC6815'LEAVING THE APRON NEAR THE COMPASS ROSE.  CONTINUE ON THE PERIMETER
 AC6815'ROAD NORTHERLY FOR 0.8 KM (0.50 MI) TO JUNCTION WITH A RAMP LEADING
 AC6815'FROM SHERIFF DEPARTMENT HANGAR TO THE JUNCTION OF TAXIWAYS A AND E.
 AC6815'THE STATION IS TO THE RIGHT SET ON A DRAINAGE STRUCTURE NORTHEAST OF
 AC6815'THE TAXIWAY TO THE SHERIFF DEPARTMENT HANGAR THE STATION IS A STANDARD
 AC6815'SURVEY DISK SET IN A DRILL HOLE IN THE TOP OF A MASSIVE DRAINAGE
 AC6815'CULVERT.  THE STATION IS LOCATED 2.00 M (6.56 FT) WEST- NORTHWEST OF
 AC6815'THE NORTH CENTERLINE END OF THE CULVERT, 8.30 M (27.23 FT) NORTHEAST
 AC6815'OF THE SOUTH CENTERLINE END OF THE CULVERT, 11.64 M (38.19 FT)
 AC6815'WEST-NORTHWEST OF A TAXIWAY LIGHT IN THE NORTHWEST CORNER OF THE
 AC6815'JUNCTION OF TAXIWAY E AND THE RAMP TO THE SHERIFF DEPT HANGAR, 3.85 M
 AC6815'(12.63 FT) NORTHEAST OF THE CENTERLINE OF THE RAMP TO THE SHERIFF DEPT
 AC6815'HANGAR, 64.75 M (212.43 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 AC6815'THE SHERIFF DEPT HANGAR, AND 14.00 M (45.93 FT) NORTHWEST OF THE
 AC6815'NORTHWEST EDGE OF TAXIWAY E THE STATION IS DESIGNATED AS A SECONDARY
 AC6815'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6815
 AC6815                          STATION RECOVERY (1997)
 AC6815
 AC6815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AC6815'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF THE CITY OF
 AC6815'MESA AT THE FALCON FIELD AIRPORT.  OWNERSHIP -- CITY OF MESA, VICTORIA
 AC6815'L.  KERR - MANAGEMENT ASSISTANT, PHONE (602) 644-2445.  TO REACH THE
 AC6815'STATION FROM THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) AND
 AC6815'US HIGHWAY 60 (MAIN STREET) IN MESA, PROCEED EAST ALONG US HIGHWAY 60
 AC6815'FOR 9.7 KM (6.00 MI) TO THE JUNCTION WITH GREENFIELD ROAD.  TURN LEFT
 AC6815'AND GO NORTH ON GREENFIELD ROAD FOR 4.0 KM (2.50 MI) TO THE JUNCTION
 AC6815'WITH MCKELLIPS ROAD.  TURN RIGHT AND GO EAST ON MCKELLIPS ROAD FOR 0.8
 AC6815'KM (0.50 MI) TO THE JUNCTION WITH FALCON DRIVE ON THE LEFT.  TURN LEFT
 AC6815'AND GO NORTH AND NORTHEAST ON FALCON DRIVE FOR 0.6 KM (0.35 MI) TO A
 AC6815'LEFT TURN JUST PAST THE CONTROL TOWER. TURN LEFT AND PROCEED NORTHWEST
 AC6815'FOR 0.1 KM (0.05 MI) TO THE APRON NORTH OF THE TERMINAL BUILDING.
 AC6815'TURN LEFT AND PROCEED WEST-SOUTHWESTERLY FOR 0.55 KM (0.35 MI)
 AC6815'FOLLOWING THE NORTHWEST EDGE OF THE APRON TO THE SOUTHWEST END OF
 AC6815'TAXIWAY D AT THE APPROACH END OF RUNWAY 4R AND A GRAVEL PERIMETER ROAD
 AC6815'LEAVING THE APRON NEAR THE COMPASS ROSE.  CONTINUE ON THE PERIMETER
 AC6815'ROAD NORTHERLY FOR 0.8 KM (0.50 MI) TO JUNCTION WITH A RAMP LEADING
 AC6815'FROM SHERIFF DEPARTMENT HANGAR TO THE JUNCTION OF TAXIWAYS A AND E.
 AC6815'THE STATION IS TO THE RIGHT SET ON A DRAINAGE STRUCTURE NORTHEAST OF
 AC6815'THE TAXIWAY TO THE SHERIFF DEPARTMENT HANGAR THE STATION IS A STANDARD
 AC6815'SURVEY DISK -- STAMPED FFZ D 1996 -- SET IN A DRILL HOLE IN THE TOP OF
 AC6815'A MASSIVE DRAINAGE CULVERT.  THE STATION IS LOCATED 2.00 M (6.56 FT)
 AC6815'WEST- NORTHWEST OF THE NORTH CENTERLINE END OF THE CULVERT, 8.30 M
 AC6815'(27.23 FT) NORTHEAST OF THE SOUTH CENTERLINE END OF THE CULVERT, 11.64
 AC6815'M (38.19 FT) WEST-NORTHWEST OF A TAXIWAY LIGHT IN THE NORTHWEST CORNER
 AC6815'OF THE JUNCTION OF TAXIWAY E AND THE RAMP TO THE SHERIFF DEPT HANGAR,
 AC6815'3.85 M (12.63 FT) NORTHEAST OF THE CENTERLINE OF THE RAMP TO THE
 AC6815'SHERIFF DEPT HANGAR, 64.75 M (212.43 FT) EAST-SOUTHEAST OF THE
 AC6815'NORTHEAST CORNER OF THE SHERIFF DEPT HANGAR, AND 14.00 M (45.93 FT)
 AC6815'NORTHWEST OF THE NORTHWEST EDGE OF TAXIWAY E THE STATION IS DESIGNATED
 AC6815'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS
 AC6815'1996
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3526 ***********************************************************************
 AA3526  SACS        -  This is a Secondary Airport Control Station.
 AA3526  DESIGNATION -  FHU
 AA3526  PID         -  AA3526
 AA3526  STATE/COUNTY-  AZ/COCHISE
 AA3526  USGS QUAD   -  FORT HUACHUCA (1983)
 AA3526
 AA3526                         *CURRENT SURVEY CONTROL
 AA3526  ___________________________________________________________________
 AA3526* NAD 83(2007)-  31 35 13.84408(N)    110 22 04.95883(W)     ADJUSTED  
 AA3526* NAVD 88     -      1438.28   (meters)    4718.8    (feet)  LEVELING  
 AA3526  ___________________________________________________________________
 AA3526  EPOCH DATE  -        2007.00
 AA3526  X           -  -1,893,170.836 (meters)                     COMP
 AA3526  Y           -  -5,099,286.283 (meters)                     COMP
 AA3526  Z           -   3,322,263.716 (meters)                     COMP
 AA3526  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA3526  ELLIP HEIGHT-        1410.228 (meters)          (02/10/07) ADJUSTED
 AA3526  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA3526
 AA3526  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3526  Type    PID    Designation                      North   East  Ellip
 AA3526  -------------------------------------------------------------------
 AA3526  NETWORK AA3526 FHU                               0.57   0.47   1.76
 AA3526  -------------------------------------------------------------------
 AA3526  VERT ORDER  -  THIRD ?
 AA3526
 AA3526.This mark is at Libby Aaf-Sierra Vista Mun Airport (FHU)
 AA3526
 AA3526.The horizontal coordinates were established by GPS observations
 AA3526.and adjusted by the National Geodetic Survey in February 2007.
 AA3526
 AA3526.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3526.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3526.The horizontal coordinates are valid at the epoch date displayed above.
 AA3526.The epoch date for horizontal control is a decimal equivalence
 AA3526.of Year/Month/Day.
 AA3526
 AA3526.The orthometric height was determined by differential leveling.
 AA3526.The vertical network tie was performed by a horz. field party for horz.
 AA3526.obs reductions. Reset procedures were used to establish the elevation.
 AA3526
 AA3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3526
 AA3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3526
 AA3526.The ellipsoidal height was determined by GPS observations
 AA3526.and is referenced to NAD 83.
 AA3526
 AA3526.The geoid height was determined by GEOID03.
 AA3526
 AA3526;                    North         East     Units Scale Factor Converg.
 AA3526;SPC AZ E     -    65,114.267   194,248.341   MT  0.99990450   -0 06 19.7
 AA3526;SPC AZ E     -   213,629.48    637,297.71   iFT  0.99990450   -0 06 19.7
 AA3526;UTM  12      - 3,494,852.280   559,958.060   MT  0.99964434   +0 19 51.7
 AA3526
 AA3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3526!SPC AZ E     -   0.99977861  x   0.99990450  =   0.99968313
 AA3526!UTM  12      -   0.99977861  x   0.99964434  =   0.99942303
 AA3526
 AA3526                          SUPERSEDED SURVEY CONTROL
 AA3526
 AA3526  ELLIP H (01/12/01) 1410.242  (m)                       GP(       ) 4 1
 AA3526  NAD 83(1992)-  31 35 13.84344(N)    110 22 04.95834(W) AD(       ) 1
 AA3526  ELLIP H (09/30/94) 1410.341  (m)                       GP(       ) 4 1
 AA3526  NGVD 29 (09/30/94) 1437.37   (m)         4715.8    (f) LEVELING    3  
 AA3526
 AA3526.Superseded values are not recommended for survey control.
 AA3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3526.See file dsdata.txt to determine how the superseded data were derived.
 AA3526
 AA3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV5995894852(NAD 83)
 AA3526_MARKER: DD = SURVEY DISK
 AA3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3526_SP_SET: UNSPECIFIED
 AA3526_STAMPING: 990.27 FHU
 AA3526_MARK LOGO: DMA   
 AA3526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3526+STABILITY: SURFACE MOTION
 AA3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3526+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AA3526
 AA3526  HISTORY     - Date     Condition        Report By
 AA3526  HISTORY     - 1994     MONUMENTED       NGS
 AA3526  HISTORY     - 19940615 GOOD             NGS
 AA3526  HISTORY     - 19970619 GOOD             NGS
 AA3526
 AA3526                          STATION DESCRIPTION
 AA3526
 AA3526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA3526'LOCATED AT THE FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT WEST OF
 AA3526'THE CITY OF SIERRA VISTA, ARIZONA WHICH IS 30 MI (48.3 KM) SOUTH OF
 AA3526'THE JUNCTION OF I-10 AND S.R. 90. MARK IS LOCATED IN THE WEST SECTION
 AA3526'OF THE AIRPORT JUST SOUTH OF THE DISPLACED THRESHOLD RUNWAY END 2.
 AA3526'FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT IS A CONTROLLED AIRFIELD,
 AA3526'TO GAIN ACCESS TO THE AIRFIELD CONTACT, CARL NORRIS, AIR TRAFFIC AND
 AA3526'AIRSPACE OFFICER, COMMANDER USA GARRISON, ASH-DPTMS-A, FORT HUACHUCA,
 AA3526'AZ 85613-6000.  PHONE (602) 538-2861. TO REACH THE STATION FROM THE
 AA3526'AIR TRAFFIC CONTROL TOWER, PROCEED NORTHEAST ACCROSS THE RAMP TO
 AA3526'TAXIWAY D. CONTINUE FOR 0.1 MI (0.2 KM)  TO THE MAIN TAXIWAY. TURN
 AA3526'LEFT HEADING WEST ON MAIN TAXIWAY FOR 1.45 MI (2.33 KM) TO THE
 AA3526'JUNCTION WITH TAXIWAY A. TURN RIGHT HEADING NORTH ON TAXIWAY A FOR
 AA3526'0.10 MI (0.16 KM) AND THE STATION ON THE LEFT JUST SOUTH OF THE
 AA3526'DISPLACED THRESHOLD AND WEST OF TAXIWAY A. IT IS 310.5 FT (94.6 M)
 AA3526'WEST OF THE WEST EDGE OF THE PAVED SHOULDER OF TAXIWAY A, 169.6 FT
 AA3526'(51.7 M) NORTHWEST OF THE CENTER OF A 26X26 FT CONCRETE STORM DRAIN,
 AA3526'AND 139.4 FT (42.5 M) SOUTH OF THE CENTERLINE OF THE DISPLACED
 AA3526'THRESHOLD RUNWAY END 8. STATION IS AN UNDESIGNATED SURVEY DISK SET IN
 AA3526'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. DISK IS STAMPED -
 AA3526'990.27 FHU.
 AA3526
 AA3526                          STATION RECOVERY (1994)
 AA3526
 AA3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3526'THE STATION IS LOCATED AT THE WEST SECTION OF THE AIRPORT, JUST SOUTH
 AA3526'OF THE DISPLACED THRESHOLD RUNWAY END 8.  THE STATION IS 310.5 WEST OF
 AA3526'THE WEST EDGE OF THE PAVED SHOULDER OF TAXIWAY A, 169.6 FT (51.7 M)
 AA3526'NORTHWEST FROM THE CENTER OF A 26 FT (7.9 M) X 26 FT (7.9 M) CONCRETE
 AA3526'STORM DRAIN AND 139.4 FT (42.5 M) SOUTH FROM THE CENTERLINE OF THE
 AA3526'DISPLACED THRESHOLD RUNWAY END 8.  THE STATION IS A UNDESIGNATED
 AA3526'SURVEY DISK SET IN THE TOP OF A CONCRET MONUMENT FLUSH WITH THE
 AA3526'GROUND.  DISK IS STAMPED 990.27 FHU.
 AA3526
 AA3526                          STATION RECOVERY (1997)
 AA3526
 AA3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AA3526'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AA3526'MANAGER IS JOHN TAYLOR, PHONE 520-458-5775.  THIS STATION HAS BEEN
 AA3526'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3525 ***********************************************************************
 AA3525  PACS        -  This is a Primary Airport Control Station.
 AA3525  DESIGNATION -  FHU A
 AA3525  PID         -  AA3525
 AA3525  STATE/COUNTY-  AZ/COCHISE
 AA3525  USGS QUAD   -  FORT HUACHUCA (1983)
 AA3525
 AA3525                         *CURRENT SURVEY CONTROL
 AA3525  ___________________________________________________________________
 AA3525* NAD 83(2007)-  31 35 08.11113(N)    110 20 56.30256(W)     ADJUSTED  
 AA3525* NAVD 88     -      1424.17   (meters)    4672.5    (feet)  LEVELING  
 AA3525  ___________________________________________________________________
 AA3525  EPOCH DATE  -        2007.00
 AA3525  X           -  -1,891,501.392 (meters)                     COMP
 AA3525  Y           -  -5,099,991.606 (meters)                     COMP
 AA3525  Z           -   3,322,105.870 (meters)                     COMP
 AA3525  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AA3525  ELLIP HEIGHT-        1396.104 (meters)          (02/10/07) ADJUSTED
 AA3525  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA3525
 AA3525  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3525  Type    PID    Designation                      North   East  Ellip
 AA3525  -------------------------------------------------------------------
 AA3525  NETWORK AA3525 FHU A                             0.47   0.41   1.55
 AA3525  -------------------------------------------------------------------
 AA3525  VERT ORDER  -  THIRD ?
 AA3525
 AA3525.This mark is at Libby Aaf-Sierra Vista Mun Airport (FHU)
 AA3525
 AA3525.The horizontal coordinates were established by GPS observations
 AA3525.and adjusted by the National Geodetic Survey in February 2007.
 AA3525
 AA3525.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3525.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3525.The horizontal coordinates are valid at the epoch date displayed above.
 AA3525.The epoch date for horizontal control is a decimal equivalence
 AA3525.of Year/Month/Day.
 AA3525
 AA3525.The orthometric height was determined by differential leveling.
 AA3525.The vertical network tie was performed by a horz. field party for horz.
 AA3525.obs reductions. Reset procedures were used to establish the elevation.
 AA3525
 AA3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3525
 AA3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3525
 AA3525.The ellipsoidal height was determined by GPS observations
 AA3525.and is referenced to NAD 83.
 AA3525
 AA3525.The geoid height was determined by GEOID03.
 AA3525
 AA3525;                    North         East     Units Scale Factor Converg.
 AA3525;SPC AZ E     -    64,934.536   196,057.994   MT  0.99990369   -0 05 43.8
 AA3525;SPC AZ E     -   213,039.82    643,234.89   iFT  0.99990369   -0 05 43.8
 AA3525;UTM  12      - 3,494,686.383   561,768.562   MT  0.99964706   +0 20 27.6
 AA3525
 AA3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3525!SPC AZ E     -   0.99978083  x   0.99990369  =   0.99968454
 AA3525!UTM  12      -   0.99978083  x   0.99964706  =   0.99942796
 AA3525
 AA3525                          SUPERSEDED SURVEY CONTROL
 AA3525
 AA3525  NAD 83(1992)-  31 35 08.11107(N)    110 20 56.30198(W) AD(       ) A
 AA3525  ELLIP H (03/22/05) 1396.123  (m)                       GP(       ) 4 1
 AA3525  ELLIP H (01/12/01) 1396.112  (m)                       GP(       ) 4 1
 AA3525  NAD 83(1992)-  31 35 08.11057(N)    110 20 56.30159(W) AD(       ) B
 AA3525  ELLIP H (09/30/94) 1396.211  (m)                       GP(       ) 4 1
 AA3525  NGVD 29 (09/30/94) 1423.25   (m)         4669.4    (f) LEVELING    3  
 AA3525
 AA3525.Superseded values are not recommended for survey control.
 AA3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3525.See file dsdata.txt to determine how the superseded data were derived.
 AA3525
 AA3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6176994686(NAD 83)
 AA3525_MARKER: DD = SURVEY DISK
 AA3525_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3525_SP_SET: CONCRETE STORM DRAIN
 AA3525_STAMPING: FHU A 1994
 AA3525_MARK LOGO: NOS   
 AA3525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3525+STABILITY: SURFACE MOTION
 AA3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3525+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 AA3525
 AA3525  HISTORY     - Date     Condition        Report By
 AA3525  HISTORY     - 1994     MONUMENTED       NOS
 AA3525  HISTORY     - 1994     GOOD             NOS
 AA3525  HISTORY     - 19970619 GOOD             NGS
 AA3525  HISTORY     - 20031030 GOOD             AZ-003
 AA3525  HISTORY     - 20040429 GOOD             AZ-003
 AA3525
 AA3525                          STATION DESCRIPTION
 AA3525
 AA3525'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3525'LOCATED AT THE FORT HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT WEST OF
 AA3525'THE CITY OF SIERRA VISTA, ARIZONA WHICH IS 30 MI (48.3 KM) SOUTH OF
 AA3525'THE JUNCTION OF I-10 AND S.R. 90. MARK IS LOCATED IN THE MIDDLE
 AA3525'SECTION OF THE AIRPORT JUST SOUTHEAST OF RUNWAY END 2.  FORT
 AA3525'HUACHUCA/SIERRA VISTA MUNICIPAL AIRPORT IS A CONTROLLED AIRFIELD, TO
 AA3525'GAIN ACCESS TO THE AIRFIELD CONTACT, CARL NORRIS, AIR TRAFFIC AND
 AA3525'AIRSPACE OFFICER, COMMANDER USA GARRISON, ASH-DPTMS-A, FT HUACHUCA, AZ
 AA3525'85613-6000.  PHONE (602) 538-2861. TO REACH THE STATION FROM THE AIR
 AA3525'TRAFFIC CONTROL TOWER, PROCEED NORTHEAST ACCROSS THE RAMP TO TAXIWAY
 AA3525'D. CONTINUE FOR 0.1 MI (0.2 KM)  TO THE MAIN TAXIWAY. TURN LEFT
 AA3525'HEADING WEST ON MAIN TAXIWAY FOR 0.35 MI (0.56 KM) TO THE INTERSECTION
 AA3525'WITH TAXIWAY C. TURN RIGHT HEADING NORTH ON TAXIWAY C FOR 0.05 MI
 AA3525'(0.08 KM) AND THE STATION ON THE LEFT IN A CONCRETE PAD FOR A STORM
 AA3525'DRAIN. IT IS 173.9 FT (53.0 M) SOUTH OF THE CENTERLINE END RUNWAY 2,
 AA3525'98.4 FT (30.0 M) EAST OF THE SOUTHEAST CORNER OF THE DISPLACED
 AA3525'THRESHOLD END RUNWAY 2, 52.0 FT (15.8 M) WEST OF THE WEST EDGE OF THE
 AA3525'PAVED SHOULDER OF TAXIWAY C, AND IS ON THE NORTHEAST CORNER OF THE
 AA3525'METAL GRATE FOR A 26X26 FT CONCRETE STORM DRAIN. STATION IS A STANDARD
 AA3525'NOS DISK SET IN A DRILL HOLE IN TOP OF A CONCRETE STORM DRAIN FLUSH
 AA3525'WITH THE GROUND. DISK IS STAMPED.
 AA3525
 AA3525                          STATION RECOVERY (1994)
 AA3525
 AA3525'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3525'THE STATION IS LOCATED NEAR THE MID-SECTION OF THE AIRPORT, SOUTHEAST
 AA3525'OF RUNWAY END 2.  THE STATION IS 173.9 FT (53.0 M) SOUTH OF THE
 AA3525'CENTERLINE END OF RUNWAY 2, 98.4 FT (30.0 M) EAST OF THE SOUTHEAST
 AA3525'CORNER OF THE DISPLACED THRESHOLD END RUNWAY 2 AND 52.0 FT (15.8 M)
 AA3525'WEST OF THE WEST EDGE OF THE PAVED SHOULDER OF TAXIWAY C.  THE STATION
 AA3525'IS A STANDARD NOS DISK SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 AA3525'A 26 FT (7.9 M) X 26 FT (7.9 M) CONCRETE STORM DRAIN.  DISK IS STAMPED
 AA3525'FHU A 1994.
 AA3525
 AA3525                          STATION RECOVERY (1997)
 AA3525
 AA3525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AA3525'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AA3525'MANAGER IS JOHN TAYLOR, PHONE 520-458-5775.  THIS STATION HAS BEEN
 AA3525'SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AA3525
 AA3525                          STATION RECOVERY (2003)
 AA3525
 AA3525'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 AA3525'RECOVERED AS DESCRIBED
 AA3525
 AA3525                          STATION RECOVERY (2004)
 AA3525
 AA3525'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 AA3525'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU1060 ***********************************************************************
 EU1060  DESIGNATION -  FIELD
 EU1060  PID         -  EU1060
 EU1060  STATE/COUNTY-  AZ/MOHAVE
 EU1060  USGS QUAD   -  NEEDLES (1975)
 EU1060
 EU1060                         *CURRENT SURVEY CONTROL
 EU1060  ___________________________________________________________________
 EU1060* NAD 83(1992)-  34 47 19.25121(N)    114 33 53.12527(W)     ADJUSTED  
 EU1060* NAVD 88     -       145.0    (meters)     476.     (feet)  VERTCON   
 EU1060  ___________________________________________________________________
 EU1060  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EU1060  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EU1060  HORZ ORDER  -  SECOND
 EU1060
 EU1060.The horizontal coordinates were established by classical geodetic methods
 EU1060.and adjusted by the National Geodetic Survey in August 1993.
 EU1060
 EU1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU1060
 EU1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU1060
 EU1060.The geoid height was determined by GEOID03.
 EU1060
 EU1060;                    North         East     Units Scale Factor Converg.
 EU1060;SPC AZ W     -   420,449.607   138,795.700   MT  1.00000183   -0 27 53.6
 EU1060;SPC AZ W     - 1,379,427.84    455,366.47   iFT  1.00000183   -0 27 53.6
 EU1060;SPC CA 5     -   648,318.265 2,314,315.518   MT  0.99992234   +1 57 29.3
 EU1060;SPC CA 5     - 2,127,024.17  7,592,883.50   sFT  0.99992234   +1 57 29.3
 EU1060;UTM  11      - 3,852,311.580   722,813.340   MT  1.00021193   +1 23 24.0
 EU1060
 EU1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU1060!SPC AZ W     -   0.99998205  x   1.00000183  =   0.99998388
 EU1060!SPC CA 5     -   0.99998205  x   0.99992234  =   0.99990439
 EU1060!UTM  11      -   0.99998205  x   1.00021193  =   1.00019397
 EU1060
 EU1060:                Primary Azimuth Mark                     Grid Az
 EU1060:SPC AZ W     -  BREEZE                                   108 06 04.8
 EU1060:SPC CA 5     -  BREEZE                                   105 40 41.9
 EU1060:UTM  11      -  BREEZE                                   106 14 47.2
 EU1060
 EU1060|---------------------------------------------------------------------|
 EU1060| PID    Reference Object                     Distance      Geod. Az  |
 EU1060|                                                           dddmmss.s |
 EU1060| EU0940 BREEZE                              APPROX. 8.3 KM 1073811.2 |
 EU1060| CC4767 FIELD AZ MK                                        1355214.9 |
 EU1060| CC4768 FIELD RM 1                           28.281 METERS 28327     |
 EU1060| CC4769 FIELD RM 2                           11.974 METERS 33605     |
 EU1060|---------------------------------------------------------------------|
 EU1060
 EU1060                          SUPERSEDED SURVEY CONTROL
 EU1060
 EU1060  NAD 83(1986)-  34 47 19.25856(N)    114 33 53.13124(W) AD(       ) 2
 EU1060  NAD 27      -  34 47 19.23808(N)    114 33 50.26582(W) AD(       ) 2
 EU1060  NGVD 29 (07/19/86)  144.4    (m)          474.     (f) VERT ANG    3  
 EU1060
 EU1060.Superseded values are not recommended for survey control.
 EU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU1060.See file dsdata.txt to determine how the superseded data were derived.
 EU1060
 EU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2281352312(NAD 83)
 EU1060_MARKER: DS = TRIANGULATION STATION DISK
 EU1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU1060
 EU1060  HISTORY     - Date     Condition        Report By
 EU1060  HISTORY     - 1964     MONUMENTED       CGS
 EU1060
 EU1060                          STATION DESCRIPTION
 EU1060
 EU1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU1060'THE STATION IS 5 MILES SOUTHEAST OF NEEDLES, CALIFORNIA, 6 MILES
 EU1060'NORTH-NORTHWEST OF TOPOCK, ARIZONA, AND NEAR THE NORTHWEST CORNER
 EU1060'OF THE HAVASU LAKE NATIONAL WILDLIFE REFUGE ON THE EAST LEVEE OF
 EU1060'THE COLORADO RIVER.
 EU1060'
 EU1060'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND H
 EU1060'STREET AT THE NORTHWEST CORNER OF THE CITY HALL AT NEEDLES,
 EU1060'CALIFORNIA, GO NORTH ON H STREET, CROSSING RAILROAD TRACKS, FOR
 EU1060'0.1 MILE TO A T INTERSECTION AND GOLF COURSE.  TURN RIGHT AND GO
 EU1060'EASTERLY ON GRAVELED ROAD FOR 0.4 MILE TO A T INTERSECTION WITH
 EU1060'HARD SURFACED ROAD ON TOP OF LEVEE.  TURN RIGHT AND GO EASTERLY
 EU1060'ON HARD SURFACED ROAD FOR 1.1 MILES TO T INTERSECTION JUST
 EU1060'AFTER CROSSING COLORADO RIVER.  TURN RIGHT AND GO SOUTHEASTERLY
 EU1060'ON GRAVELED ROAD ON LEVEE FOR 2.3 MILES TO A LOCKED GATE.
 EU1060'(KEY TO GATE OBTAINED FROM REFUGE MANAGER, HAVASU LAKE
 EU1060'NATIONAL WILDLIFE REFUGE, BUREAU OF SPORT FISHERIES AND WILD
 EU1060'LIFE, TOPOCK, ARIZONA.) PASS THROUGH GATE AND CONTINUE
 EU1060'SOUTHEASTERLY ON GRAVELED ROAD FOR 1.45 MILES TO THE STATION ON
 EU1060'THE LEFT AND A SIDE ROAD RIGHT.
 EU1060'
 EU1060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 EU1060'GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 EU1060'GO EAST ON SANDY BLADED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 EU1060'THE RIGHT AS DESCRIBED.
 EU1060'
 EU1060'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL
 EU1060'CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS 4 INCHES
 EU1060'AND STAMPED FIELD 1964.  IT IS 32 FEET EAST OF THE CENTER OF THE
 EU1060'INTERSECTION OF THE NORTH-SOUTH GRAVELED ROAD AND THE SIDE ROAD
 EU1060'RIGHT, AND 1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 EU1060'ATTACHED.
 EU1060'
 EU1060'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 EU1060'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS
 EU1060'8 INCHES AND STAMPED FIELD NO 1 1964.  IT IS 60 FEET NORTH OF THE
 EU1060'CENTER OF THE SIDE ROAD RIGHT AND 46 FEET WEST OF THE CENTER
 EU1060'OF THE NORTH-SOUTH GRAVELED ROAD.
 EU1060'
 EU1060'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 EU1060'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS
 EU1060'8 INCHES AND STAMPED FIELD NO 2 1964.  IT IS 40 FEET NORTH
 EU1060'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 28 FEET EAST OF
 EU1060'THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD.
 EU1060'
 EU1060'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL
 EU1060'CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS 6 INCHES
 EU1060'AND STAMPED FIELD 1964.  IT IS 82 FEET SOUTH OF THE CENTER OF A
 EU1060'SANDY BLADED ROAD AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF A
 EU1060'SMALL METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0489 ***********************************************************************
 GP0489  DESIGNATION -  FIELD
 GP0489  PID         -  GP0489
 GP0489  STATE/COUNTY-  AZ/COCONINO
 GP0489  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0489
 GP0489                         *CURRENT SURVEY CONTROL
 GP0489  ___________________________________________________________________
 GP0489* NAD 83(1992)-  36 26 28.99032(N)    111 33 15.68637(W)     ADJUSTED  
 GP0489* NAVD 88     -      1747.0    (meters)    5732.     (feet)  VERTCON   
 GP0489  ___________________________________________________________________
 GP0489  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GP0489  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0489  HORZ ORDER  -  SECOND
 GP0489
 GP0489.The horizontal coordinates were established by classical geodetic methods
 GP0489.and adjusted by the National Geodetic Survey in August 1993.
 GP0489
 GP0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0489
 GP0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0489
 GP0489.The geoid height was determined by GEOID03.
 GP0489
 GP0489;                    North         East     Units Scale Factor Converg.
 GP0489;SPC AZ C     -   603,546.575   245,840.956   MT  0.99991299   +0 12 54.8
 GP0489;SPC AZ C     - 1,980,139.68    806,564.82   iFT  0.99991299   +0 12 54.8
 GP0489;UTM  12      - 4,033,049.214   450,316.761   MT  0.99963041   -0 19 45.5
 GP0489
 GP0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0489!SPC AZ C     -   0.99972946  x   0.99991299  =   0.99964248
 GP0489!UTM  12      -   0.99972946  x   0.99963041  =   0.99935997
 GP0489
 GP0489|---------------------------------------------------------------------|
 GP0489| PID    Reference Object                     Distance      Geod. Az  |
 GP0489|                                                           dddmmss.s |
 GP0489| CR7967 FIELD RM 1                           12.106 METERS 15542     |
 GP0489| CR7968 FIELD RM 2                           12.188 METERS 33631     |
 GP0489| GP0486 CORN                                APPROX. 5.6 KM 3383224.6 |
 GP0489|---------------------------------------------------------------------|
 GP0489
 GP0489                          SUPERSEDED SURVEY CONTROL
 GP0489
 GP0489  NAD 83(1986)-  36 26 28.98952(N)    111 33 15.68234(W) AD(       ) 2
 GP0489  NGVD 29 (07/12/88) 1746.1    (m)         5729.     (f) VERT ANG    3  
 GP0489
 GP0489.Superseded values are not recommended for survey control.
 GP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0489.See file dsdata.txt to determine how the superseded data were derived.
 GP0489
 GP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5031733049(NAD 83)
 GP0489_MARKER: DS = TRIANGULATION STATION DISK
 GP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0489+STABILITY: SURFACE MOTION
 GP0489
 GP0489  HISTORY     - Date     Condition        Report By
 GP0489  HISTORY     - 1983     MONUMENTED       AZDT
 GP0489  HISTORY     - 19931203 GOOD             USPSQD
 GP0489
 GP0489                          STATION DESCRIPTION
 GP0489
 GP0489'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0489'THE STATION IS LOCATED 33 MILES SOUTHWEST OF PAGE, 4 MILES NORTHWEST
 GP0489'OF CEDAR RIDGE AND ALONG U.S. HIGHWAY 89.
 GP0489'
 GP0489'THE STATION MARK IS AN AZDT DISK STAMPED---FIELD 1983---.  IT IS SET
 GP0489'IN TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHEAST OF THE CENTER
 GP0489'LINE OF THE HIGHWAY.
 GP0489'
 GP0489'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FIELD RM 1 1983---.  IT IS
 GP0489'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0489'
 GP0489'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FIELD RM 2 1983---.  IT IS
 GP0489'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0489'
 GP0489'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0489'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0489'TO THE JUNCTION OF U.S. HIGHWAY 89 AND 89L.  TURN LEFT AND TRAVEL
 GP0489'SOUTH ALONG U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89
 GP0489'AND 89 ALT.  TURN LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR 15.0 MILES
 GP0489'TO MILE POST 509.05 AND THE STATION ON THE LEFT.
 GP0489
 GP0489                          STATION RECOVERY (1993)
 GP0489
 GP0489'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2236 ***********************************************************************
 DV2236  DESIGNATION -  FIELD
 DV2236  PID         -  DV2236
 DV2236  STATE/COUNTY-  AZ/MARICOPA
 DV2236  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV2236
 DV2236                         *CURRENT SURVEY CONTROL
 DV2236  ___________________________________________________________________
 DV2236* NAD 83(2007)-  33 38 30.40616(N)    112 21 11.95150(W)     NO CHECK  
 DV2236* NAVD 88     -       367.6    (meters)    1206.     (feet)  VERTCON   
 DV2236  ___________________________________________________________________
 DV2236  EPOCH DATE  -        2007.00
 DV2236  X           -  -2,021,634.042 (meters)                     COMP
 DV2236  Y           -  -4,916,216.616 (meters)                     COMP
 DV2236  Z           -   3,513,623.911 (meters)                     COMP
 DV2236  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DV2236  ELLIP HEIGHT-         337.848 (meters)          (02/10/07) NO CHECK
 DV2236  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV2236
 DV2236  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2236  Type    PID    Designation                      North   East  Ellip
 DV2236  -------------------------------------------------------------------
 DV2236  NETWORK DV2236 FIELD                             5.29   6.90   6.74
 DV2236  -------------------------------------------------------------------
 DV2236
 DV2236.The horizontal coordinates were established by GPS observations
 DV2236.and adjusted by the National Geodetic Survey in February 2007.
 DV2236
 DV2236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2236.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2236.No horizontal observational check was made to the station.
 DV2236.The horizontal coordinates are valid at the epoch date displayed above.
 DV2236.The epoch date for horizontal control is a decimal equivalence
 DV2236.of Year/Month/Day.
 DV2236
 DV2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2236
 DV2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2236
 DV2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2236
 DV2236.The ellipsoidal height was determined by GPS observations
 DV2236.and is referenced to NAD 83.
 DV2236
 DV2236.The geoid height was determined by GEOID03.
 DV2236
 DV2236;                    North         East     Units Scale Factor Converg.
 DV2236;SPC AZ C     -   293,009.814   172,855.243   MT  0.99992022   -0 14 30.9
 DV2236;SPC AZ C     -   961,318.29    567,110.38   iFT  0.99992022   -0 14 30.9
 DV2236;UTM  12      - 3,723,259.573   374,497.142   MT  0.99979418   -0 44 59.4
 DV2236
 DV2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2236!SPC AZ C     -   0.99994696  x   0.99992022  =   0.99986719
 DV2236!UTM  12      -   0.99994696  x   0.99979418  =   0.99974115
 DV2236
 DV2236                          SUPERSEDED SURVEY CONTROL
 DV2236
 DV2236  ELLIP H (06/11/02)  337.877  (m)                       GP(       ) 4 2
 DV2236  NAD 83(1992)-  33 38 30.40437(N)    112 21 11.95094(W) AD(       ) 1
 DV2236  ELLIP H (08/23/93)  338.018  (m)                       GP(       ) 4 2
 DV2236  NAD 83(1986)-  33 38 30.39926(N)    112 21 11.95689(W) AD(       ) 1
 DV2236  NGVD 29 (09/11/89)  367.0    (m)         1204.     (f) GPS OBS     3  
 DV2236
 DV2236.Superseded values are not recommended for survey control.
 DV2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2236.See file dsdata.txt to determine how the superseded data were derived.
 DV2236
 DV2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7449723260(NAD 83)
 DV2236_MARKER: DD = SURVEY DISK
 DV2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2236+STABILITY: SURFACE MOTION
 DV2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2236+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV2236
 DV2236  HISTORY     - Date     Condition        Report By
 DV2236  HISTORY     - 1986     MONUMENTED       AZDT
 DV2236  HISTORY     - 20070429 GOOD             GEOCAC
 DV2236
 DV2236                          STATION DESCRIPTION
 DV2236
 DV2236'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2236'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) NORTHWEST OF
 DV2236'YOUNGTOWN, ARIZONA.
 DV2236'
 DV2236'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV2236'AVENUE, GO NORTHWEST ON GRAND AVENUE FOR 0.41 KM (0.25 MI) TO THE
 DV2236'STATION ON THE RIGHT ACROSS THE NORTHEAST SIDE OF THE RAILROAD
 DV2236'TRACKS.
 DV2236'
 DV2236'THE STATION IS A STANDARD A.G.S. DISK
 DV2236'STAMPED---FIELD 1986---,
 DV2236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2236'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2236'12.8 METERS (42.0 FT) NORTHEAST FROM THE NORTH RAILROAD OF THE MAIN
 DV2236'RAIL,
 DV2236'36.33 METERS (119.2 FT) WEST FROM THE RAILROAD SPUR CONVERGENCE,
 DV2236'17.22 METERS (56.5 FT) SOUTHWEST FROM A CHAIN LINK FENCE,
 DV2236'5.94 METERS (19.5 FT) SOUTH-SOUTHEAST FROM THE WEST END OF THE
 DV2236'SOUTHERN MOST OF TWO PIPES,
 DV2236'1.22 METERS (4.0 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2236'1.22 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN.
 DV2236'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2236'STAMPED---FIELD 1986---,
 DV2236'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2236
 DV2236                          STATION RECOVERY (2007)
 DV2236
 DV2236'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1058 ***********************************************************************
 FS1058  HT_MOD      -  This is a Height Modernization Survey Station.
 FS1058  DESIGNATION -  FIG SPRING
 FS1058  PID         -  FS1058
 FS1058  STATE/COUNTY-  AZ/MOHAVE
 FS1058  USGS QUAD   -  KINGMAN SW (1983)
 FS1058
 FS1058                         *CURRENT SURVEY CONTROL
 FS1058  ___________________________________________________________________
 FS1058* NAD 83(2007)-  35 03 20.59281(N)    114 14 23.17529(W)     ADJUSTED  
 FS1058* NAVD 88     -       691.51   (meters)    2268.7    (feet)  GPS OBS   
 FS1058  ___________________________________________________________________
 FS1058  EPOCH DATE  -        2007.00
 FS1058  X           -  -2,146,149.248 (meters)                     COMP
 FS1058  Y           -  -4,766,546.921 (meters)                     COMP
 FS1058  Z           -   3,643,309.119 (meters)                     COMP
 FS1058  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 FS1058  ELLIP HEIGHT-         661.963 (meters)          (03/02/09) ADJUSTED
 FS1058  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FS1058  HORZ ORDER  -  A
 FS1058  ELLP ORDER  -  FOURTH    CLASS I
 FS1058
 FS1058.The horizontal coordinates were established by GPS observations
 FS1058.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS1058
 FS1058.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS1058.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS1058.The horizontal coordinates are valid at the epoch date displayed above.
 FS1058.The epoch date for horizontal control is a decimal equivalence
 FS1058.of Year/Month/Day.
 FS1058
 FS1058.The orthometric height was determined by GPS observations and a
 FS1058.high-resolution geoid model.
 FS1058.The orthometric height was determined by GPS observations and a
 FS1058.high-resolution geoid model using precise GPS observation and
 FS1058.processing techniques.
 FS1058
 FS1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1058
 FS1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1058
 FS1058.The ellipsoidal height was determined by GPS observations
 FS1058.and is referenced to NAD 83.
 FS1058
 FS1058.The geoid height was determined by GEOID03.
 FS1058
 FS1058;                    North         East     Units Scale Factor Converg.
 FS1058;SPC AZ W     -   449,879.933   168,682.831   MT  0.99995792   -0 16 52.7
 FS1058;SPC AZ W     - 1,475,984.03    553,421.36   iFT  0.99995792   -0 16 52.7
 FS1058;UTM  11      - 3,882,706.698   751,738.005   MT  1.00038110   +1 35 10.4
 FS1058
 FS1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1058!SPC AZ W     -   0.99989611  x   0.99995792  =   0.99985403
 FS1058!UTM  11      -   0.99989611  x   1.00038110  =   1.00027717
 FS1058
 FS1058:                Primary Azimuth Mark                     Grid Az
 FS1058:SPC AZ W     -  FIG SPRING AZ MK                         053 21 33.1
 FS1058:UTM  11      -  FIG SPRING AZ MK                         051 29 30.0
 FS1058
 FS1058|---------------------------------------------------------------------|
 FS1058| PID    Reference Object                     Distance      Geod. Az  |
 FS1058|                                                           dddmmss.s |
 FS1058| CC4770 FIG SPRING AZ MK                                   0530440.4 |
 FS1058| FS1055 GRIFFITH WATER TANK                 APPROX.11.2 KM 0861250.5 |
 FS1058| CC4771 FIG SPRING RM 1                       9.366 METERS 09424     |
 FS1058| CC4772 FIG SPRING RM 2                       9.946 METERS 30715     |
 FS1058|---------------------------------------------------------------------|
 FS1058
 FS1058                          SUPERSEDED SURVEY CONTROL
 FS1058
 FS1058  NAD 83(1992)-  35 03 20.59828(N)    114 14 23.17032(W) AD(       ) 2
 FS1058  NAD 83(1986)-  35 03 20.60110(N)    114 14 23.17244(W) AD(       ) 2
 FS1058  NAD 27      -  35 03 20.58900(N)    114 14 20.33500(W) AD(       ) 2
 FS1058  NGVD 29 (07/19/86)  690.78   (m)         2266.3    (f) LEVELING    3  
 FS1058
 FS1058.Superseded values are not recommended for survey control.
 FS1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1058.See file dsdata.txt to determine how the superseded data were derived.
 FS1058
 FS1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5173882707(NAD 83)
 FS1058_MARKER: DS = TRIANGULATION STATION DISK
 FS1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1058_STAMPING: FIG SPRING 1948
 FS1058_MARK LOGO: CGS   
 FS1058_PROJECTION: PROJECTING 10 CENTIMETERS
 FS1058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1058+STABILITY: SURFACE MOTION
 FS1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1058+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FS1058
 FS1058  HISTORY     - Date     Condition        Report By
 FS1058  HISTORY     - 1948     MONUMENTED       CGS
 FS1058  HISTORY     - 1960     GOOD             CGS
 FS1058  HISTORY     - 20080625 GOOD             GEOANA
 FS1058
 FS1058                          STATION DESCRIPTION
 FS1058
 FS1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1058'THE STATION IS ABOUT 14 MILES AIRLINE SOUTHWEST OF KINGMAN,
 FS1058'ON THE NORTHWEST SIDE OF U.S. HIGHWAY 66, AND ABOUT 100 YARDS
 FS1058'EAST OF THE OLD FIG SPRINGS ROADHOUSE AND SERVICE STATION.
 FS1058'
 FS1058'TO REACH THE STATION FROM KINGMAN GO SOUTHWESTERLY ON U.S.
 FS1058'HIGHWAY 66 TOWARDS NEEDLES FOR 15.0 MILES TO THE OLD BUILDINGS
 FS1058'OF THE FIG SPRINGS ROADHOUSE AND STATION ABOUT 100 YARDS EAST.
 FS1058'
 FS1058'THE STATION IS A STANDARD BRONZE DISK SET IN CONCRETE PROJECTING
 FS1058'ABOUT 4 INCHES, AND IS 110 FEET WEST OF THE HIGHWAY CENTER,
 FS1058'48 PACES SOUTHEAST OF A HIGHLINE POWER POLE AND ABOUT 100
 FS1058'YARDS EAST OF OLD BUILDINGS.  IT IS STAMPED FIG SPRING 1948.
 FS1058'
 FS1058'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1058'CONCRETE PROJECTING ABOUT 6 INCHES, AND IS ABOUT THE SAME
 FS1058'ELEVATION AS THE STATION.  IT IS STAMPED FIG SPRING NO 1 1948.
 FS1058'
 FS1058'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FS1058'A 12 INCH BOULDER PROJECTING ABOUT 12 INCHES, AND IS ABOUT
 FS1058'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED FIG SPRING
 FS1058'NO 2 1948.
 FS1058'
 FS1058'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 2 FOOT
 FS1058'MASS OF CONCRETE PROJECTING ABOUT 4 INCHES, 0.7 MILE NORTHEAST
 FS1058'OF THE STATION, 80 FEET NORTH OF THE HIGHWAY CENTER, AND 20
 FS1058'FEET SOUTHWEST OF AL BEER SIGN.  IT IS STAMPED FIG SPRING 1948.
 FS1058
 FS1058                          STATION RECOVERY (1960)
 FS1058
 FS1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 FS1058'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN
 FS1058'GOOD CONDITION.
 FS1058'
 FS1058'A NEW TO REACH FOLLOWS.
 FS1058'
 FS1058'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 66, 466 AND
 FS1058'93 AT THE WEST EDGE OF KINGMAN, GO SOUTH ON U.S. HIGHWAY 66
 FS1058'FOR 4.3 MILES TO THE GOLDFIELD-OATMAN ROAD ON THE RIGHT, TURN
 FS1058'RIGHT, SOUTHWEST, AND GO FOR 9.5 MILES TO THE AZIMUTH MARK
 FS1058'ON THE RIGHT, CONTINUE SOUTHWEST FOR 0.75 MILE TO A SIDE
 FS1058'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 FS1058
 FS1058                          STATION RECOVERY (2008)
 FS1058
 FS1058'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS1058'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY DAVE
 FS1058'MINKEL (NATIONAL GEODETIC SURVEY) FOLLOWS.
 FS1058' 
 FS1058'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH-SOUTHWEST OF
 FS1058'CERBAT, 14.1 MI (22.7 KM) SOUTHWEST OF KINGMAN AND 8.4 MI (13.5 KM)
 FS1058'EAST-NORTHEAST OF OATMAN.
 FS1058' 
 FS1058'OWNERSHIP--JAMES AND CARL JIMMERSON, 415 S SIXTH STREET, SUITE 100,
 FS1058'LAS VEGAS, NEVADA 89101.
 FS1058' 
 FS1058'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND BEALE STREET, GO
 FS1058'WEST ON I-40 FOR 4.4 MI (7.1 KM) TO EXIT 44 (OATMAN HIGHWAY AND
 FS1058'SHINARUMP DRIVE).  GO NORTH FROM EXIT 0.3 MI (0.5 KM) TO OATMAN ROAD.
 FS1058'TURN LEFT ONTO OATMAN ROAD AND GO WEST 9.7 MI (15.6 KM) TO STATION ON
 FS1058'THE RIGHT ACROSS FROM INTERSECTION WITH UNNAMED DIRT ROAD AND ROW OF
 FS1058'FIVE MAIL BOXES.
 FS1058' 
 FS1058'THE STATION IS 84 FT (26 M) FROM CENTERLINE OF OATMAN HIGHWAY.  AND
 FS1058'AZIMUTH MARK AND REFERENCE MARKS RM1 AND RM2 WERE RECOVERED AS
 FS1058'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0977 ***********************************************************************
 EU0977  DESIGNATION -  FILL
 EU0977  PID         -  EU0977
 EU0977  STATE/COUNTY-  AZ/LA PAZ
 EU0977  USGS QUAD   -  PARKER (1975)
 EU0977
 EU0977                         *CURRENT SURVEY CONTROL
 EU0977  ___________________________________________________________________
 EU0977* NAD 83(1992)-  34 10 13.25862(N)    114 17 03.95846(W)     ADJUSTED  
 EU0977* NAVD 88     -       133.4    (meters)     438.     (feet)  VERTCON   
 EU0977  ___________________________________________________________________
 EU0977  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 EU0977  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EU0977  HORZ ORDER  -  SECOND
 EU0977
 EU0977.The horizontal coordinates were established by classical geodetic methods
 EU0977.and adjusted by the National Geodetic Survey in August 1993.
 EU0977
 EU0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0977
 EU0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0977
 EU0977.The geoid height was determined by GEOID03.
 EU0977
 EU0977;                    North         East     Units Scale Factor Converg.
 EU0977;SPC AZ W     -   351,688.595   164,088.326   MT  0.99996325   -0 18 00.6
 EU0977;SPC AZ W     - 1,153,833.97    538,347.53   iFT  0.99996325   -0 18 00.6
 EU0977;SPC CA 5     -   580,689.529 2,342,487.930   MT  0.99997313   +2 07 04.5
 EU0977;SPC CA 5     - 1,905,145.56  7,685,312.48   sFT  0.99997313   +2 07 04.5
 EU0977;UTM  11      - 3,784,377.382   750,309.894   MT  1.00037241   +1 31 33.6
 EU0977
 EU0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0977!SPC AZ W     -   0.99998397  x   0.99996325  =   0.99994722
 EU0977!SPC CA 5     -   0.99998397  x   0.99997313  =   0.99995710
 EU0977!UTM  11      -   0.99998397  x   1.00037241  =   1.00035637
 EU0977
 EU0977|---------------------------------------------------------------------|
 EU0977| PID    Reference Object                     Distance      Geod. Az  |
 EU0977|                                                           dddmmss.s |
 EU0977| CC4777 FILL RM 1                            13.216 METERS 02942     |
 EU0977| CC4776 FILL AZ MK                                         1225514.8 |
 EU0977| CC4778 FILL RM 2                            14.127 METERS 15514     |
 EU0977|---------------------------------------------------------------------|
 EU0977
 EU0977                          SUPERSEDED SURVEY CONTROL
 EU0977
 EU0977  NAD 83(1986)-  34 10 13.25946(N)    114 17 03.96428(W) AD(       ) 2
 EU0977  NAD 27      -  34 10 13.20276(N)    114 17 01.14279(W) AD(       ) 2
 EU0977  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG    3  
 EU0977
 EU0977.Superseded values are not recommended for survey control.
 EU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0977.See file dsdata.txt to determine how the superseded data were derived.
 EU0977
 EU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5031084377(NAD 83)
 EU0977_MARKER: DS = TRIANGULATION STATION DISK
 EU0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EU0977
 EU0977  HISTORY     - Date     Condition        Report By
 EU0977  HISTORY     - 1964     MONUMENTED       CGS
 EU0977
 EU0977                          STATION DESCRIPTION
 EU0977
 EU0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0977'STATION IS ABOUT 1-1/2 MILES NORTH-NORTHEAST OF THE CENTER OF
 EU0977'PARKER, AT THE WEST EDGE OF A LARGE FILL AND ABOUT 1/2 MILE
 EU0977'WEST OF THE EARTH FILL OF HEADGATE ROCK DAM.
 EU0977'
 EU0977'TO REACH FROM THE INTERSECTION OF RIVER SIDE DRIVE AND CALIFORNIA
 EU0977'AVENUE IN PARKER, GO NORTHERLY ON RIVER SIDE DRIVE FOR 0.9 MILE
 EU0977'TO A FORK.  TAKE THE LEFT FORK, PAVED ROAD FOR 0.55 MILE TO A
 EU0977'CABLE ACROSS THE ROAD.  (TO REACH THE AZIMUTH MARK, GO WESTERLY
 EU0977'ACROSS COUNTRY FOR 0.1 MILE TO A POWERLINE POLE AND THE AZIMUTH
 EU0977'MARK).  PASS THROUGH CABLE AND FOLLOW PAVED ROAD FOR 0.25 MILE
 EU0977'TO A TRACK ROAD LEFT JUST AFTER CROSSING OVER THE CONCRETE
 EU0977'SPILLWAY OF THE COLORADO RIVER.  TURN LEFT AND FOLLOW TRACK ROAD
 EU0977'ALONG RIVER FOR 0.1 MILE.  HERE GO WESTERLY UP GRADE FOR
 EU0977'0.35 MILE TO THE WESTERN EDGE OF A FLAT TOP FILL AND STATION.
 EU0977'
 EU0977'STATION MARKS ARE STANDARD DISKS, STAMPED FILL 1964.  SURFACE
 EU0977'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8
 EU0977'INCHES.  IT IS 11 FEET EAST OF THE SOUTH EDGE OF THE FILL AND
 EU0977'3.5 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 EU0977'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 EU0977'
 EU0977'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FILL NO 1 1964,
 EU0977'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES.
 EU0977'IT IS 18 FEET EAST OF THE WEST EDGE OF THE FILL AND ABOUT THE
 EU0977'SAME ELEVATION AS THE STATION MARK.
 EU0977'
 EU0977'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FILL NO 2 1964,
 EU0977'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES.
 EU0977'IT IS 15 FEET NORTH OF THE SOUTH EDGE OF THE FILL AND ABOUT THE
 EU0977'SAME ELEVATION AS THE STATION MARK.
 EU0977'
 EU0977'AZIMUTH MARK IS A STANDARD DISK, STAMPED FILL 1964, SET IN THE
 EU0977'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 3 FEET
 EU0977'WEST OF A POWERLINE POLE AND 2.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1902 ***********************************************************************
 DV1902  DESIGNATION -  FILM
 DV1902  PID         -  DV1902
 DV1902  STATE/COUNTY-  AZ/LA PAZ
 DV1902  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1902
 DV1902                         *CURRENT SURVEY CONTROL
 DV1902  ___________________________________________________________________
 DV1902* NAD 83(1992)-  33 35 53.95646(N)    113 27 33.15669(W)     ADJUSTED  
 DV1902* NAVD 88     -       515.7    (meters)    1692.     (feet)  VERTCON   
 DV1902  ___________________________________________________________________
 DV1902  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DV1902  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1902  HORZ ORDER  -  SECOND
 DV1902
 DV1902.The horizontal coordinates were established by classical geodetic methods
 DV1902.and adjusted by the National Geodetic Survey in August 1993.
 DV1902
 DV1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1902
 DV1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1902
 DV1902.The geoid height was determined by GEOID03.
 DV1902
 DV1902;                    North         East     Units Scale Factor Converg.
 DV1902;SPC AZ W     -   288,152.096   240,348.587   MT  0.99994231   +0 09 39.3
 DV1902;SPC AZ W     -   945,380.89    788,545.23   iFT  0.99994231   +0 09 39.3
 DV1902;SPC AZ C     -   289,171.202    70,192.748   MT  1.00015262   -0 51 13.5
 DV1902;SPC AZ C     -   948,724.42    230,291.17   iFT  1.00015262   -0 51 13.5
 DV1902;UTM  12      - 3,720,331.029   271,806.544   MT  1.00024201   -1 21 41.2
 DV1902
 DV1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1902!SPC AZ W     -   0.99992393  x   0.99994231  =   0.99986625
 DV1902!SPC AZ C     -   0.99992393  x   1.00015262  =   1.00007654
 DV1902!UTM  12      -   0.99992393  x   1.00024201  =   1.00016593
 DV1902
 DV1902|---------------------------------------------------------------------|
 DV1902| PID    Reference Object                     Distance      Geod. Az  |
 DV1902|                                                           dddmmss.s |
 DV1902| CH2270 FILM RM 1                             9.043 METERS 12358     |
 DV1902| CH2777 54 D                                               2380144.8 |
 DV1902| CH2271 FILM RM 2                             9.527 METERS 33114     |
 DV1902|---------------------------------------------------------------------|
 DV1902
 DV1902                          SUPERSEDED SURVEY CONTROL
 DV1902
 DV1902  NAD 83(1986)-  33 35 53.94921(N)    113 27 33.16563(W) AD(       ) 2
 DV1902  NAD 27      -  33 35 53.82690(N)    113 27 30.44660(W) AD(       ) 2
 DV1902  NGVD 29 (07/19/86)  515.0    (m)         1690.     (f) VERT ANG    3  
 DV1902
 DV1902.Superseded values are not recommended for survey control.
 DV1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1902.See file dsdata.txt to determine how the superseded data were derived.
 DV1902
 DV1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7180720331(NAD 83)
 DV1902_MARKER: DE = TRAVERSE STATION DISK
 DV1902_SETTING: 66 = SET IN ROCK OUTCROP
 DV1902
 DV1902  HISTORY     - Date     Condition        Report By
 DV1902  HISTORY     - 1962     MONUMENTED       CGS
 DV1902
 DV1902                          STATION DESCRIPTION
 DV1902
 DV1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1902'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF SALOME,
 DV1902'ABOUT 7 MILES WEST OF THE YUMA-MARICOPA COUNTY LINE, ABOUT
 DV1902'5 MILES SOUTHWEST OF THE SALOME-HASSAYAMPA ROAD AND IS ABOUT
 DV1902'HALF WAY UP THE SOUTH SLOPE OF HILL WHICH IS LOCALLY KNOWN
 DV1902'AS LONE MOUNTAIN.
 DV1902'
 DV1902'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO
 DV1902'SOUTHERLY ON SURFACED ROAD FOR 7.4 MILES TO THE END OF SURFACED
 DV1902'ROAD, CONTINUE SOUTHEAST ON GRAVEL ROAD FOR 1.7 MILES TO
 DV1902'A CROSSROAD, PIPELINE CROSSING AND A SIGN DON B CO., TURN
 DV1902'RIGHT, GO SOUTH FOR 0.45 MILE TO FORKS AND BUILDINGS, KEEP
 DV1902'RIGHT AND CONTINUE SOUTH PASSING BETWEEN BUILDINGS FOR 1.4
 DV1902'MILES TO FORKS AND CORRAL ON RIGHT, CONTINUE SOUTH, LEFT FORK
 DV1902'FOR 2.65 MILES TO GATE AND A DIRT POND ON LEFT, PASS THROUGH
 DV1902'GATE AND CONTINUE SOUTH ON PIPELINE ROAD FOR 3.65 MILES TO
 DV1902'TRACK CROSSROAD.  (TURN RIGHT GO WESTERLY ON TRACK ROAD FOR
 DV1902'0.35 MILE TO THE AZIMUTH MARK ON LEFT.) TURN LEFT, GO EAST
 DV1902'ON TRACK ROAD FOR 0.8 MILE TO A T ROAD, TURN LEFT, GO
 DV1902'NORTH ON TRACK ROAD FOR 0.45 MILE TO POINT WHERE ROAD TURN
 DV1902'RIGHT, CONTINUE NORTH 0.05 MILE, TURN LEFT AND FOLLOW DIM
 DV1902'TRACK ROAD WESTERLY FOR 0.2 MILE, TURN RIGHT, GO
 DV1902'NORTHERLY FOR 0.15 MILE TO THE BASE OF HILL AND THE END OF
 DV1902'TRUCK TRAVEL.  FROM THIS POINT PACK NORTHEAST UP SLOPE TO
 DV1902'THE STATION.  ABOUT 15 MINUTES.
 DV1902'
 DV1902'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 DV1902'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES ON THE
 DV1902'SOUTHWEST SIDE AND IS STAMPED FILM 1962.
 DV1902'
 DV1902'R.M. 1, A STANDARD REFERENCE DISK SET A DRILL HOLE IN TOP
 DV1902'OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES AND IS
 DV1902'ABOUT 2 FEET LOWER THAN THE STATION, DISK IS STAMPED FILM
 DV1902'NO 1 1962.
 DV1902'
 DV1902'R.M. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DV1902'OUTCROPPING BEDROCK WHICH IS 3 X 4 FEET, PROJECTS ABOUT 3
 DV1902'FEET AND IS STAMPED FILM NO 2 1962.
 DV1902'
 DV1902'AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DV1902'DISK SET IN TOP OF 6 INCH SQUARE CONCRETE POST PROJECTING ABOUT
 DV1902'12 INCHES AND IS STAMPED 54 D 1951.  THE MARK IS 27 FEET
 DV1902'SOUTHWEST OF CENTER OF TRACK ROAD AND 1.9 FEET SOUTHWEST
 DV1902'OF WITNESS POST.
 DV1902'
 DV1902'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0591 ***********************************************************************
 FP0591  DESIGNATION -  FILTRO
 FP0591  PID         -  FP0591
 FP0591  STATE/COUNTY-  AZ/APACHE
 FP0591  USGS QUAD   -  CHAMBERS (1971)
 FP0591
 FP0591                         *CURRENT SURVEY CONTROL
 FP0591  ___________________________________________________________________
 FP0591* NAD 83(1992)-  35 13 35.16814(N)    109 23 40.99771(W)     ADJUSTED  
 FP0591* NAVD 88     -      1900.     (meters)    6234.     (feet)  SCALED    
 FP0591  ___________________________________________________________________
 FP0591  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FP0591  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0591  HORZ ORDER  -  SECOND
 FP0591
 FP0591.The horizontal coordinates were established by classical geodetic methods
 FP0591.and adjusted by the National Geodetic Survey in August 1993.
 FP0591
 FP0591.The orthometric height was scaled from a topographic map.
 FP0591
 FP0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0591
 FP0591.The geoid height was determined by GEOID03.
 FP0591
 FP0591;                    North         East     Units Scale Factor Converg.
 FP0591;SPC AZ E     -   468,966.119   283,628.464   MT  0.99996083   +0 26 43.0
 FP0591;SPC AZ E     - 1,538,602.75    930,539.58   iFT  0.99996083   +0 26 43.0
 FP0591;UTM  12      - 3,899,334.989   646,086.082   MT  0.99986301   +0 55 34.0
 FP0591
 FP0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0591!SPC AZ E     -   0.99970542  x   0.99996083  =   0.99966626
 FP0591!UTM  12      -   0.99970542  x   0.99986301  =   0.99956847
 FP0591
 FP0591|---------------------------------------------------------------------|
 FP0591| PID    Reference Object                     Distance      Geod. Az  |
 FP0591|                                                           dddmmss.s |
 FP0591| CD3421 FILTRO RM 1                           7.001 METERS 17345     |
 FP0591| CD3420 FILTRO AZ MK                                       2415547.0 |
 FP0591| CD3422 FILTRO RM 2                           7.630 METERS 28023     |
 FP0591|---------------------------------------------------------------------|
 FP0591
 FP0591                          SUPERSEDED SURVEY CONTROL
 FP0591
 FP0591  NAD 83(1986)-  35 13 35.16534(N)    109 23 40.99935(W) AD(       ) 2
 FP0591  NAD 27      -  35 13 35.06400(N)    109 23 38.61700(W) AD(       ) 2
 FP0591
 FP0591.Superseded values are not recommended for survey control.
 FP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0591.See file dsdata.txt to determine how the superseded data were derived.
 FP0591
 FP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4608699335(NAD 83)
 FP0591_MARKER: DS = TRIANGULATION STATION DISK
 FP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0591
 FP0591  HISTORY     - Date     Condition        Report By
 FP0591  HISTORY     - 1936     MONUMENTED       CGS
 FP0591  HISTORY     - 1959     GOOD             CGS
 FP0591  HISTORY     - 1971     GOOD             USGS
 FP0591
 FP0591                          STATION DESCRIPTION
 FP0591
 FP0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0591'THIS STATION IS ABOUT 5 MILES NORTHEAST OF CHAMBERS, ABOUT 4
 FP0591'MILES NORTHWEST OF SANDERS AND 3 MILES NORTH OF U.S. HIGHWAY 66.
 FP0591'IT IS ON A KNOLL ON THE SOUTH RIM OF THE MESA LYING EAST OF THE
 FP0591'PAINTED DESERT, ON PROPERTY LEASED BY THE FILTO MINING CO. OF
 FP0591'CALIFORNIA.  THE MARK IS SET AT THE SOUTH END OF THE KNOLL WHICH
 FP0591'IS COVERED WITH BUILDINGS, 36 FEET SOUTH OF THE SOUTHWEST CORNER
 FP0591'OF THE HOUSE NOW OCCUPIED BY W.A. MC DONALD, ON RANGE WITH THE
 FP0591'WEST END OF THE HOUSE.
 FP0591'
 FP0591'REFERENCE MARK NO. 1 IS SOUTH BY WEST OF THE STATION ON THE
 FP0591'SOUTH SLOPE OF THE KNOLL.
 FP0591'
 FP0591'REFERENCE MARK NO. 2 IS WEST BY NORTH OF THE STATION AT THE SOUTH
 FP0591'EDGE OF THE ROAD WHICH CIRCLES AROUND THE SUMMIT OF THE KNOLL.
 FP0591'
 FP0591'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, ALONG ROAD TO
 FP0591'THE STATION, AT CREST OF GRADE WHERE THE ROAD COMES UP ON THE
 FP0591'MESA.  IT IS 75 YARDS WEST OF THE RIM OF THE MESA, 30 FEET WEST
 FP0591'OF THE CENTER OF THE ROAD.
 FP0591'
 FP0591'TO REACH FROM CHAMBERS (FILLING STATION WITH SIGN CHAMBERS,
 FP0591'ARIZONA ON THE FRONT) GO EASTERLY ON U.S. HIGHWAY 66 FOR 0.8
 FP0591'MILE TO A BRIGHT DIRT ROAD LEFT (NORTHEAST).  TURN LEFT OFF THE
 FP0591'PAVEMENT AND FOLLOW IMPROVED DIRT ROAD FOR 1.0 MILE TO A Y.
 FP0591'BEAR LEFT AND FOLLOW UP HILL AND THEN TO THE RIGHT ALONG THE TOP
 FP0591'OF THE RIM FOR 1.8 MILES TO THE KNOLL COVERED WITH BUILDINGS,
 FP0591'AND THE STATION.
 FP0591'
 FP0591'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FP0591'SET IN SQUARE CONCRETE MONUMENTS.
 FP0591
 FP0591                          STATION RECOVERY (1959)
 FP0591
 FP0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SHL)
 FP0591'THE REFERENCE MARKS AND AZIMTUH MARK WAS FOUND IN GOOD CONDITION.
 FP0591'THE TOP OF THE STATION MARK HAD BEEN BROKEN OFF.  THE TOP PART
 FP0591'OF THE MARK WAS LIFTED AND THE UNDERGROUND STATION MARK WAS FOUND
 FP0591'IN GOOD CONDITION.  A PLUMB BENCH WAS SET OVER THE UNDERGROUND
 FP0591'STATION MARK AND A NEW SURFACE MARK WAS ESTABLISHED.
 FP0591'
 FP0591'TO REACH FROM THE SANTA FE RAILWAY DEPOT AT CHAMBERS, GO NORTH
 FP0591'NORTHEAST ON A GRADED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 66
 FP0591'(THIS CROSSROAD IS 0.1 MILE EAST OF THE CHIEFTAIN MOTEL),
 FP0591'CONTINUE AHEAD NORTH ON A BLADED ROAD FOR 0.7 MILE TO THE OLD
 FP0591'HIGHWAY, CROSS AND CONTINUE AHEAD NORTH NORTHEAST ON THE BLADED
 FP0591'ROAD FOR 1.7 MILE TO THE TOP OF THE MESA AND A Y-FORK.  TAKE
 FP0591'RIGHT, NORTHEAST AND EAST FOR 1.0 MILE TO THE STATION.  THIS IS
 FP0591'JUST EAST OF A NEW STRIP MINE AND JUST SOUTH OF THE REMAINS OF
 FP0591'THE BUILDINGS OF THE FILTRO MINING CO.
 FP0591
 FP0591                          STATION RECOVERY (1971)
 FP0591
 FP0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DJF)
 FP0591'TO REACH FROM THE U.S. POST OFFICE AT SANDERS, AZ., PROCEED NORTH
 FP0591'ON PAVED ROAD FOR 0.7 MILES TO T-RD EAST, CONTINUE NORTH-NORTHEAST
 FP0591'1.2 MILES TO CROSSROADS, TAKE LEFT FORK (NW) FOR 0.5 MILES TO ROAD
 FP0591'FORK, TAKE LEFT FORK 0.6 MILES TO Y-RD, TAKE LEFT FORK (WEST)
 FP0591'FOR 1.0 MILES TO ROAD FORK, TAKE LEFT FORK FOR 0.05 TO ROAD FORK
 FP0591'AND HOUSE ON RIGHT, TAKE LEFT FORK AND CONTINUE WEST FOR 0.7
 FP0591'MILES TO ROAD FORK, TAKE LEFT FORK (SW) FOR 0.2 MILES TO TRACK
 FP0591'ROAD LEFT, FOLLOW TRACK ROAD SOUTH FOR 0.4 MILES TO FENCE
 FP0591'AND END OF TRUCK TRAVEL.  PACK SOUTH OVER TOP FOR ABOUT 0.1
 FP0591'MILES TO SOUTH EDGE OF BLUFF AND STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0674 ***********************************************************************
 FP0674  DESIGNATION -  FILTRO RESET
 FP0674  PID         -  FP0674
 FP0674  STATE/COUNTY-  AZ/APACHE
 FP0674  USGS QUAD   -  CHAMBERS (1971)
 FP0674
 FP0674                         *CURRENT SURVEY CONTROL
 FP0674  ___________________________________________________________________
 FP0674* NAD 83(1992)-  35 13 35.15873(N)    109 23 40.98446(W)     ADJUSTED  
 FP0674* NAVD 88     -      1851.5    (meters)    6074.     (feet)  VERTCON   
 FP0674  ___________________________________________________________________
 FP0674  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FP0674  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 FP0674  HORZ ORDER  -  SECOND
 FP0674
 FP0674.The horizontal coordinates were established by classical geodetic methods
 FP0674.and adjusted by the National Geodetic Survey in August 1993.
 FP0674
 FP0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0674
 FP0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0674
 FP0674.The geoid height was determined by GEOID03.
 FP0674
 FP0674;                    North         East     Units Scale Factor Converg.
 FP0674;SPC AZ E     -   468,965.831   283,628.801   MT  0.99996083   +0 26 43.0
 FP0674;SPC AZ E     - 1,538,601.81    930,540.69   iFT  0.99996083   +0 26 43.0
 FP0674;UTM  12      - 3,899,334.704   646,086.422   MT  0.99986301   +0 55 34.0
 FP0674
 FP0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0674!SPC AZ E     -   0.99971301  x   0.99996083  =   0.99967386
 FP0674!UTM  12      -   0.99971301  x   0.99986301  =   0.99957606
 FP0674
 FP0674|---------------------------------------------------------------------|
 FP0674| PID    Reference Object                     Distance      Geod. Az  |
 FP0674|                                                           dddmmss.s |
 FP0674| CD3421 FILTRO RM 1                           7.037 METERS 17346     |
 FP0674| CD3420 FILTRO AZ MK                                       2415621.1 |
 FP0674| CD3422 FILTRO RM 2                           7.620 METERS 28010     |
 FP0674|---------------------------------------------------------------------|
 FP0674
 FP0674                          SUPERSEDED SURVEY CONTROL
 FP0674
 FP0674  NAD 83(1986)-  35 13 35.15412(N)    109 23 40.98326(W) AD(       ) 2
 FP0674  NGVD 29 (01/29/91) 1850.6    (m)         6072.     (f) VERT ANG    3  
 FP0674
 FP0674.Superseded values are not recommended for survey control.
 FP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0674.See file dsdata.txt to determine how the superseded data were derived.
 FP0674
 FP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4608699335(NAD 83)
 FP0674_MARKER: DS = TRIANGULATION STATION DISK
 FP0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0674+STABILITY: SURFACE MOTION
 FP0674
 FP0674  HISTORY     - Date     Condition        Report By
 FP0674  HISTORY     - 1959     MONUMENTED       CGS
 FP0674  HISTORY     - 1971     GOOD             CGS
 FP0674  HISTORY     - 1982     GOOD             AZDT
 FP0674
 FP0674                          STATION DESCRIPTION
 FP0674
 FP0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0674'THE REFERENCE MARKS AND AZIMTUH MARK WAS FOUND IN GOOD CONDITION.
 FP0674'THE TOP OF THE STATION MARK HAD BEEN BROKEN OFF.  THE TOP PART
 FP0674'OF THE MARK WAS LIFTED AND THE UNDERGROUND STATION MARK WAS FOUND
 FP0674'IN GOOD CONDITION.  A PLUMB BENCH WAS SET OVER THE UNDERGROUND
 FP0674'STATION MARK AND A NEW SURFACE MARK WAS ESTABLISHED.
 FP0674'
 FP0674'TO REACH FROM THE SANTA FE RAILWAY DEPOT AT CHAMBERS, GO NORTH
 FP0674'NORTHEAST ON A GRADED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 66
 FP0674'(THIS CROSSROAD IS 0.1 MILE EAST OF THE CHIEFTAIN MOTEL),
 FP0674'CONTINUE AHEAD NORTH ON A BLADED ROAD FOR 0.7 MILE TO THE OLD
 FP0674'HIGHWAY, CROSS AND CONTINUE AHEAD NORTH NORTHEAST ON THE BLADED
 FP0674'ROAD FOR 1.7 MILE TO THE TOP OF THE MESA AND A Y-FORK.  TAKE
 FP0674'RIGHT, NORTHEAST AND EAST FOR 1.0 MILE TO THE STATION.  THIS IS
 FP0674'JUST EAST OF A NEW STRIP MINE AND JUST SOUTH OF THE REMAINS OF
 FP0674'THE BUILDINGS OF THE FILTRO MINING CO.
 FP0674
 FP0674                          STATION RECOVERY (1971)
 FP0674
 FP0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971
 FP0674'TO REACH FROM THE U.S. POST OFFICE AT SANDERS, AZ., PROCEED NORTH
 FP0674'ON PAVED ROAD FOR 0.7 MILES TO T-RD EAST, CONTINUE NORTH-NORTHEAST
 FP0674'1.2 MILES TO CROSSROADS, TAKE LEFT FORK (NW) FOR 0.5 MILES TO ROAD
 FP0674'FORK, TAKE LEFT FORK 0.6 MILES TO Y-RD, TAKE LEFT FORK (WEST)
 FP0674'FOR 1.0 MILES TO ROAD FORK, TAKE LEFT FORK FOR 0.05 TO ROAD FORK
 FP0674'AND HOUSE ON RIGHT, TAKE LEFT FORK AND CONTINUE WEST FOR 0.7
 FP0674'MILES TO ROAD FORK, TAKE LEFT FORK (SW) FOR 0.2 MILES TO TRACK
 FP0674'ROAD LEFT, FOLLOW TRACK ROAD SOUTH FOR 0.4 MILES TO FENCE
 FP0674'AND END OF TRUCK TRAVEL.  PACK SOUTH OVER TOP FOR ABOUT 0.1
 FP0674'MILES TO SOUTH EDGE OF BLUFF AND STATION MARK.
 FP0674
 FP0674                          STATION RECOVERY (1982)
 FP0674
 FP0674'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0674'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FP0674'DESCRIBED AND REPORTED IN GOOD CONDITION.  ABOUT 1/2 MINUTE DIFFERENCE
 FP0674'WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK AND 13 MINUTES
 FP0674'DIFFERENCE IN DIRECTION TO RM 2.  A NEW ROUTE TO THE STATION FOLLOWS.
 FP0674'
 FP0674'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS TRAVEL SOUTH FOR
 FP0674'0.10 MILE TO INTERSTATE HIGHWAY 40 FRONTAGE ROAD.  TRAVEL WEST ALONG
 FP0674'THE NORTH FRONTAGE ROAD FOR 5.6 MILES TO A SIDE ROAD RIGHT AT A CATTLE
 FP0674'GUARD.  TURN RIGHT FOR 50 FEET AND TURN RIGHT AGAIN ON MAIN TRACK ROAD
 FP0674'FOR 0.15 MILE TO TRAIL ROAD LEADING NORTH.  TURN LEFT FOR 0.8 MILE TO
 FP0674'A T-ROAD LEFT.  TURN LEFT AND CONTINUE NORTH FOR 0.45 MILE TO A T-ROAD
 FP0674'PARALLEL TO A POWER LINE.  TURN RIGHT FOR 0.9 MILE TO A T-ROAD LEFT.
 FP0674'TURN LEFT AND TRAVEL NORTH FOR 0.65 MILE TO A FORK.  THE AZIMUTH MARK
 FP0674'IS 0.2 MILE ALONG THE LEFT FORT.  TURN RIGHT FOR 0.4 MILE TO A FORK
 FP0674'TAKE THE LEFT FORK FOR 0.6 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0576 ***********************************************************************
 FP0576  DESIGNATION -  FIN
 FP0576  PID         -  FP0576
 FP0576  STATE/COUNTY-  AZ/APACHE
 FP0576  USGS QUAD   -  LUPTON (1971)
 FP0576
 FP0576                         *CURRENT SURVEY CONTROL
 FP0576  ___________________________________________________________________
 FP0576* NAD 83(1992)-  35 20 08.89590(N)    109 02 57.48708(W)     ADJUSTED  
 FP0576* NAVD 88     -      2150.     (meters)    7054.     (feet)  SCALED    
 FP0576  ___________________________________________________________________
 FP0576  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FP0576  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 FP0576  HORZ ORDER  -  SECOND
 FP0576
 FP0576.The horizontal coordinates were established by classical geodetic methods
 FP0576.and adjusted by the National Geodetic Survey in August 1993.
 FP0576
 FP0576.The orthometric height was scaled from a topographic map.
 FP0576
 FP0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0576
 FP0576.The geoid height was determined by GEOID03.
 FP0576
 FP0576;                    North         East     Units Scale Factor Converg.
 FP0576;SPC AZ E     -   481,398.746   314,935.700   MT  1.00002711   +0 38 46.7
 FP0576;SPC AZ E     - 1,579,392.21  1,033,253.61   iFT  1.00002711   +0 38 46.7
 FP0576;SPC NM W     -   481,512.356   719,458.289   MT  1.00006721   -0 42 12.1
 FP0576;SPC NM W     - 1,579,761.79  2,360,422.74   sFT  1.00006721   -0 42 12.1
 FP0576;UTM  12      - 3,912,029.407   677,285.584   MT  0.99998735   +1 07 42.7
 FP0576
 FP0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0576!SPC AZ E     -   0.99966607  x   1.00002711  =   0.99969317
 FP0576!SPC NM W     -   0.99966607  x   1.00006721  =   0.99973326
 FP0576!UTM  12      -   0.99966607  x   0.99998735  =   0.99965343
 FP0576
 FP0576:                Primary Azimuth Mark                     Grid Az
 FP0576:SPC AZ E     -  LINE                                     003 40 18.9
 FP0576:SPC NM W     -  LINE                                     005 01 17.7
 FP0576:UTM  12      -  LINE                                     003 11 22.9
 FP0576
 FP0576|---------------------------------------------------------------------|
 FP0576| PID    Reference Object                     Distance      Geod. Az  |
 FP0576|                                                           dddmmss.s |
 FP0576| FP0248 LINE                                APPROX. 2.9 KM 0041905.6 |
 FP0576| CD3423 FIN RM 1                              8.745 METERS 16604     |
 FP0576| CD3424 FIN RM 2                              5.662 METERS 27322     |
 FP0576|---------------------------------------------------------------------|
 FP0576
 FP0576                          SUPERSEDED SURVEY CONTROL
 FP0576
 FP0576  NAD 83(1986)-  35 20 08.89473(N)    109 02 57.48772(W) AD(       ) 2
 FP0576  NAD 27      -  35 20 08.79990(N)    109 02 55.16230(W) AD(       ) 2
 FP0576
 FP0576.Superseded values are not recommended for survey control.
 FP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0576.See file dsdata.txt to determine how the superseded data were derived.
 FP0576
 FP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7728612029(NAD 83)
 FP0576_MARKER: DS = TRIANGULATION STATION DISK
 FP0576_SETTING: 80 = SET IN A BOULDER
 FP0576_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FP0576
 FP0576  HISTORY     - Date     Condition        Report By
 FP0576  HISTORY     - 1959     MONUMENTED       CGS
 FP0576
 FP0576                          STATION DESCRIPTION
 FP0576
 FP0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0576'THE STATION IS ABOUT 1-1/2 MILES SOUTH OF LUPTON NEAR THE
 FP0576'ARIZONA-NEW MEXICO BORDER AND ON THE NORTHWEST PART OF A HIGH
 FP0576'MESA.
 FP0576'
 FP0576'TO REACH THE STATION FROM THE POST OFFICE AT LUPTON GO
 FP0576'NORTHEAST ON U.S. HIGHWAY 66 FOR 0.3 MILE TO A CROSSROAD,
 FP0576'TURN RGHT ACROSS THE RAILROAD TRACKS AND GO SOUTHEAST ON
 FP0576'THE TRACK ROAD FOR 0.4 MILE TO THE RIVER AND THE END OF TRUCK
 FP0576'TRAVEL IN WET WEATHER.  IF THE RIVER IS DRY IT IS POSSIBLE
 FP0576'TO CROSS THEN FOLLOW THE TRACK ROAD SOUTH TO SOME TREES AND A
 FP0576'HOUSE, A DISTANCE OF ABOUT 0.3 MILE.  FROM HERE PACK SOUTHEAST
 FP0576'UP THE STEEP WASH TO THE TOP OF THE CLIFF, THEN PACK SOUTH
 FP0576'ACROSS THE MESA FOR ABOUT 200 YARDS TO THE STATION.  LENGTH
 FP0576'OF PACK ABOUT 1 HOUR.
 FP0576'
 FP0576'THE STATION MARK, STAMPED FIN 1959, IS A STANDARD DISK CEMENTED
 FP0576'IN A DRILL HOLE IN A BOULDER.  IT IS 8 FEET EAST OF A CAIRN.
 FP0576'
 FP0576'REFERENCE MARK NO. 1, STAMPED FIN NO 1 1959, IS A STANDARD
 FP0576'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0576'2 FEET.  IT IS 26 FEET SOUTH OF A CAIRN.
 FP0576'
 FP0576'REFERENCE MARK NO. 2, STAMPED FIN NO 2 1959 IS A STANDARD
 FP0576'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FP0576'2 FEET.  IT IS 14 FEET NORTHWEST OF A CAIRN.
 FP0576'
 FP0576'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 38.6 FEET.
 FP0576'
 FP0576'STATION LINE WILL SERVE AS THE AZIMUTH MARK, SEE DESCRIPTION
 FP0576'THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0597 ***********************************************************************
 GP0597  DESIGNATION -  FINAL
 GP0597  PID         -  GP0597
 GP0597  STATE/COUNTY-  AZ/COCONINO
 GP0597  USGS QUAD   -  WALHALLA PLATEAU (1988)
 GP0597
 GP0597                         *CURRENT SURVEY CONTROL
 GP0597  ___________________________________________________________________
 GP0597* NAD 83(1992)-  36 08 32.34210(N)    111 54 28.62686(W)     ADJUSTED  
 GP0597* NAVD 88     -      2413.8    (meters)    7919.     (feet)  VERTCON   
 GP0597  ___________________________________________________________________
 GP0597  LAPLACE CORR-          -9.86  (seconds)                    DEFLEC99
 GP0597  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0597  HORZ ORDER  -  FIRST
 GP0597
 GP0597.The horizontal coordinates were established by classical geodetic methods
 GP0597.and adjusted by the National Geodetic Survey in August 1993.
 GP0597
 GP0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0597
 GP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0597
 GP0597.The geoid height was determined by GEOID03.
 GP0597
 GP0597;                    North         East     Units Scale Factor Converg.
 GP0597;SPC AZ C     -   570,302.914   214,144.262   MT  0.99990001   +0 00 18.5
 GP0597;SPC AZ C     - 1,871,072.55    702,573.04   iFT  0.99990001   +0 00 18.5
 GP0597;UTM  12      - 4,000,115.451   418,314.686   MT  0.99968221   -0 32 07.9
 GP0597
 GP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0597!SPC AZ C     -   0.99962494  x   0.99990001  =   0.99952498
 GP0597!UTM  12      -   0.99962494  x   0.99968221  =   0.99930726
 GP0597
 GP0597:                Primary Azimuth Mark                     Grid Az
 GP0597:SPC AZ C     -  DESERT VIEW INDIAN WATCH TOWER           145 58 11.0
 GP0597:UTM  12      -  DESERT VIEW INDIAN WATCH TOWER           146 30 37.4
 GP0597
 GP0597|---------------------------------------------------------------------|
 GP0597| PID    Reference Object                     Distance      Geod. Az  |
 GP0597|                                                           dddmmss.s |
 GP0597| GP0593 DESERT VIEW INDIAN WATCH TOWER      APPROX.13.2 KM 1455829.5 |
 GP0597| CH2273 FINAL RM 2                            2.940 METERS 17529     |
 GP0597| GP0596 ZOROASTER TEMPLE ROCK PINNACLE      APPROX. 6.4 KM 2024703.5 |
 GP0597| GP0595 ROYAL RESET                         APPROX. 4.6 KM 2325601.3 |
 GP0597| CH2272 FINAL RM 1                            7.545 METERS 27032     |
 GP0597|---------------------------------------------------------------------|
 GP0597
 GP0597                          SUPERSEDED SURVEY CONTROL
 GP0597
 GP0597  NAD 83(1986)-  36 08 32.34274(N)    111 54 28.62319(W) AD(       ) 1
 GP0597  NAD 27      -  36 08 32.39500(N)    111 54 26.03500(W) AD(       ) 1
 GP0597  NGVD 29 (05/08/89) 2412.8    (m)         7916.     (f) VERT ANG    3  
 GP0597
 GP0597.Superseded values are not recommended for survey control.
 GP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0597.See file dsdata.txt to determine how the superseded data were derived.
 GP0597
 GP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1831500115(NAD 83)
 GP0597_MARKER: DS = TRIANGULATION STATION DISK
 GP0597_SETTING: 80 = SET IN A BOULDER
 GP0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0597+STABILITY: SURFACE MOTION
 GP0597
 GP0597  HISTORY     - Date     Condition        Report By
 GP0597  HISTORY     - 1903     MONUMENTED       USGS
 GP0597  HISTORY     - 1933     GOOD             USGS
 GP0597  HISTORY     - 1934     GOOD             USGS
 GP0597  HISTORY     - 1952     GOOD             CGS
 GP0597  HISTORY     - 1956     GOOD             USGS
 GP0597  HISTORY     - 1972     GOOD             AZHD
 GP0597
 GP0597                          STATION DESCRIPTION
 GP0597
 GP0597'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0597'LOCATED ON SOUTHEASTERN EXTREMITY OF GREENLAND HEADLAND,
 GP0597'PROMINENT POINT KNOWN AS CAPE FINAL.
 GP0597'
 GP0597'TO REACH FROM GREENLAND SPRING, TAKE SADDLE HORSES.
 GP0597'
 GP0597'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0597'IN LIMESTONE ROCK.
 GP0597'
 GP0597'RMS--NONE SET.
 GP0597
 GP0597                          STATION RECOVERY (1933)
 GP0597
 GP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GP0597'RECOVERED IN GOOD CONDITION.
 GP0597
 GP0597                          STATION RECOVERY (1934)
 GP0597
 GP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GP0597'STATION IS LOCATED WITHIN THE BOUNDARIES OF GRAND CANYON
 GP0597'NATIONAL PARK ON THE MOST EASTERN EXTREMITY OF CAPE FINAL
 GP0597'WHICH IS ON THE NORTH RIM OF THE GRAND CANYON.  THE STATION
 GP0597'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED 1903,
 GP0597'SET IN OUTCROPPING BEDROCK.  TWO REFERENCE
 GP0597'MARKS WERE ESTABLISHED.
 GP0597'
 GP0597'REACHED FROM U.S. HIGHWAY 89 BY TAKING THE PAVED ROAD SOUTH
 GP0597'FROM JACOB LAKE JUNCTION TO A JUNCTION OF ROADS WITH SIGNS
 GP0597'DESIGNATING ROUTES TO POINT IMPERIAL AND CAPE ROYAL.  TAKE
 GP0597'THE RIGHT FORK TOWARD CAPE ROYAL FOR 12.3 MILES, TURN LEFT
 GP0597'ACROSS COUNTRY (TRIANGLE BLAZE ON PINE TREE TO LEFT OF ROAD
 GP0597'AT THIS POINT), GO 2.2 MILES ACROSS COUNTRY IN AN EASTERLY
 GP0597'DIRECTION TO THE END OF TRUCK TRAVEL.  FIVE MINUTES WALK
 GP0597'OUT THE POINT TO THE STATION.
 GP0597'
 GP0597'STATION ROYAL (U.S.G.S.), 4 MILES SOUTHWEST ON CAPE ROYAL
 GP0597'IS A GOOD AZIMUTH MARK.
 GP0597'
 GP0597'REFERENCE MARKS ARE SET AS DESCRIBED.
 GP0597
 GP0597                          STATION RECOVERY (1952)
 GP0597
 GP0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GP0597'STATION WAS RECOVERED, AND ALL THE MARKS WERE FOUND AS
 GP0597'DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE ORIGINAL DESCRIPTION
 GP0597'IS ADEQUATE TO REACH THE STATION.  THERE IS NOW A GRAND CANYON
 GP0597'PARK SERVICE ROAD BLAZED TO THE STATION POINT.
 GP0597
 GP0597                          STATION RECOVERY (1956)
 GP0597
 GP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0597'RECOVERED IN GOOD CONDITION.
 GP0597
 GP0597                          STATION RECOVERY (1972)
 GP0597
 GP0597'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0597'GENERAL LOCATION WITHIN THE BOUNDARIES OF G.C.N.P. ON THE
 GP0597'MOST EASTERN EXTREMITY OF CAPE FINAL WHICH IS ON N. RIM OF
 GP0597'GRAND CAYON.
 GP0597'
 GP0597'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GP0597'
 GP0597'STATION MARK STD USGS BC SET IN BEDROCK OUTCROPPING
 GP0597'STAMPED 1903 (A BENCH MARK).
 GP0597'
 GP0597'REFERENCE MARKS STD USC AND GS BCS SET IN BEDROCK OUTCROPPING
 GP0597'STAMPED NO 1 AND NO 2 1934 RESPECTIVELY.
 GP0597'
 GP0597'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0926 ***********************************************************************
 DU0926  DESIGNATION -  FINCH AZ MK
 DU0926  PID         -  DU0926
 DU0926  STATE/COUNTY-  AZ/MARICOPA
 DU0926  USGS QUAD   -  MESA (1982)
 DU0926
 DU0926                         *CURRENT SURVEY CONTROL
 DU0926  ___________________________________________________________________
 DU0926* NAD 83(1986)-  33 27 55.     (N)    111 51 26.     (W)     SCALED    
 DU0926* NAVD 88     -       372.18   (+/-2cm)    1221.1    (feet)  VERTCON   
 DU0926  ___________________________________________________________________
 DU0926  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0926
 DU0926.The horizontal coordinates were scaled from a topographic map and have
 DU0926.an estimated accuracy of +/- 6 seconds.
 DU0926
 DU0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0926.The vertical order pertains to the NGVD 29 superseded value.
 DU0926
 DU0926.The geoid height was determined by GEOID03.
 DU0926
 DU0926;                    North         East    Units  Estimated Accuracy
 DU0926;SPC AZ C     -   273,350.      218,890.      MT  (+/- 180 meters Scaled)
 DU0926
 DU0926                          SUPERSEDED SURVEY CONTROL
 DU0926
 DU0926  NGVD 29 (??/??/92)  371.605  (m)         1219.17   (f) ADJ UNCH    2 0
 DU0926
 DU0926.Superseded values are not recommended for survey control.
 DU0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0926.See file dsdata.txt to determine how the superseded data were derived.
 DU0926
 DU0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203031(NAD 83)
 DU0926_MARKER: DZ = AZIMUTH MARK DISK
 DU0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0926_SP_SET: RETAINING WALL
 DU0926_STAMPING: FINCH 1963
 DU0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0926
 DU0926  HISTORY     - Date     Condition        Report By
 DU0926  HISTORY     - 1963     MONUMENTED       CGS
 DU0926  HISTORY     - 1970     GOOD             NGS
 DU0926  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0926
 DU0926                          STATION DESCRIPTION
 DU0926
 DU0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0926'4.0 MI E FROM SCOTTSDALE.
 DU0926'4.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0926'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF A
 DU0926'DIRT ROAD, SET IN TOP OF THE NORTH END OF THE EAST RETAINING WALL OF
 DU0926'AN IRRIGATION RESERVOIR, 50 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DU0926'ROAD, 46 FEET WEST OF THE CENTER OF THE DIRT ROAD, 18 FEET NORTH OF AN
 DU0926'IRRIGATION PUMP, 27.5 FEET SOUTHWEST OF A FENCE CORNER, AND ABOUT
 DU0926'LEVEL WITH THE ROAD.
 DU0926
 DU0926                          STATION RECOVERY (1970)
 DU0926
 DU0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0926'RECOVERED IN GOOD CONDITION.
 DU0926
 DU0926                          STATION RECOVERY (2006)
 DU0926
 DU0926'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0926'THE AREA HAS BEEN GRADED OVER, AND IS NOW A DECORATIVE GRAVEL
 DU0926'OPERATION. THERE ARE NO IRRIGATION DEVICES REMAINING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0928 ***********************************************************************
 DU0928  DESIGNATION -  FINCH RM 1
 DU0928  PID         -  DU0928
 DU0928  STATE/COUNTY-  AZ/MARICOPA
 DU0928  USGS QUAD   -  MESA (1982)
 DU0928
 DU0928                         *CURRENT SURVEY CONTROL
 DU0928  ___________________________________________________________________
 DU0928* NAD 83(1986)-  33 27 37.     (N)    111 51 26.     (W)     SCALED    
 DU0928* NAVD 88     -       369.94   (+/-2cm)    1213.7    (feet)  VERTCON   
 DU0928  ___________________________________________________________________
 DU0928  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0928
 DU0928.The horizontal coordinates were scaled from a topographic map and have
 DU0928.an estimated accuracy of +/- 6 seconds.
 DU0928
 DU0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0928.The vertical order pertains to the NGVD 29 superseded value.
 DU0928
 DU0928.The geoid height was determined by GEOID03.
 DU0928
 DU0928;                    North         East    Units  Estimated Accuracy
 DU0928;SPC AZ C     -   272,800.      218,890.      MT  (+/- 180 meters Scaled)
 DU0928
 DU0928                          SUPERSEDED SURVEY CONTROL
 DU0928
 DU0928  NGVD 29 (??/??/92)  369.363  (m)         1211.82   (f) ADJ UNCH    2 0
 DU0928
 DU0928.Superseded values are not recommended for survey control.
 DU0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0928.See file dsdata.txt to determine how the superseded data were derived.
 DU0928
 DU0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203026(NAD 83)
 DU0928_MARKER: DR = REFERENCE MARK DISK
 DU0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0928_STAMPING: FINCH NO 1 1963
 DU0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0928+STABILITY: SURFACE MOTION
 DU0928
 DU0928  HISTORY     - Date     Condition        Report By
 DU0928  HISTORY     - 1963     MONUMENTED       CGS
 DU0928  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0928
 DU0928                          STATION DESCRIPTION
 DU0928
 DU0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0928'4.35 MI SE FROM SCOTTSDALE.
 DU0928'4.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0928'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.35 MILE
 DU0928'SOUTH ALONG A DIRT ROAD, 41.9 FEET NORTH OF TRAVERSE STATION FINCH, 24
 DU0928'FEET EAST OF THE CENTER OF THE ROAD, 64 FEET SOUTHEAST OF A POWER POLE
 DU0928'WITH A TRANSFORMER, 2.5 FEET WEST OF A FENCE, 45.5 FEET NORTH OF A
 DU0928'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DU0928'THE GROUND.
 DU0928
 DU0928                          STATION RECOVERY (1970)
 DU0928
 DU0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0930 ***********************************************************************
 DU0930  DESIGNATION -  FINCH RM 2
 DU0930  PID         -  DU0930
 DU0930  STATE/COUNTY-  AZ/MARICOPA
 DU0930  USGS QUAD   -  MESA (1982)
 DU0930
 DU0930                         *CURRENT SURVEY CONTROL
 DU0930  ___________________________________________________________________
 DU0930* NAD 83(1986)-  33 27 37.     (N)    111 51 26.     (W)     SCALED    
 DU0930* NAVD 88     -       369.93   (+/-2cm)    1213.7    (feet)  VERTCON   
 DU0930  ___________________________________________________________________
 DU0930  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0930
 DU0930.The horizontal coordinates were scaled from a topographic map and have
 DU0930.an estimated accuracy of +/- 6 seconds.
 DU0930
 DU0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0930.The vertical order pertains to the NGVD 29 superseded value.
 DU0930
 DU0930.The geoid height was determined by GEOID03.
 DU0930
 DU0930;                    North         East    Units  Estimated Accuracy
 DU0930;SPC AZ C     -   272,800.      218,890.      MT  (+/- 180 meters Scaled)
 DU0930
 DU0930                          SUPERSEDED SURVEY CONTROL
 DU0930
 DU0930  NGVD 29 (??/??/92)  369.355  (m)         1211.79   (f) ADJ UNCH    2 0
 DU0930
 DU0930.Superseded values are not recommended for survey control.
 DU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0930.See file dsdata.txt to determine how the superseded data were derived.
 DU0930
 DU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203026(NAD 83)
 DU0930_MARKER: DR = REFERENCE MARK DISK
 DU0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0930_STAMPING: FINCH NO 2 1963
 DU0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0930+STABILITY: SURFACE MOTION
 DU0930
 DU0930  HISTORY     - Date     Condition        Report By
 DU0930  HISTORY     - 1963     MONUMENTED       CGS
 DU0930  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0930
 DU0930                          STATION DESCRIPTION
 DU0930
 DU0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0930'4.35 MI SE FROM SCOTTSDALE.
 DU0930'4.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0930'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.35 MILE
 DU0930'SOUTH ALONG A DIRT ROAD, 45.5 FEET SOUTH OF TRAVERSE STATION FINCH,
 DU0930'24.5 FEET EAST OF THE CENTER OF THE ROAD, 3 FEET WEST OF A FENCE, 42.0
 DU0930'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DU0930'POST PROJECTING 2 INCHES.
 DU0930
 DU0930                          STATION RECOVERY (1970)
 DU0930
 DU0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0642 ***********************************************************************
 FQ0642  DESIGNATION -  FIRE CTRL MAP PT 7.8
 FQ0642  PID         -  FQ0642
 FQ0642  STATE/COUNTY-  AZ/COCONINO
 FQ0642  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0642
 FQ0642                         *CURRENT SURVEY CONTROL
 FQ0642  ___________________________________________________________________
 FQ0642* NAD 83(1992)-  35 02 00.12363(N)    111 37 49.37974(W)     ADJUSTED  
 FQ0642* NAVD 88     -      2332.     (meters)    7651.     (feet)  SCALED    
 FQ0642  ___________________________________________________________________
 FQ0642  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FQ0642  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0642  HORZ ORDER  -  SECOND
 FQ0642
 FQ0642.The horizontal coordinates were established by classical geodetic methods
 FQ0642.and adjusted by the National Geodetic Survey in August 1993.
 FQ0642
 FQ0642.The orthometric height was scaled from a topographic map.
 FQ0642
 FQ0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0642
 FQ0642.The geoid height was determined by GEOID03.
 FQ0642
 FQ0642;                    North         East     Units Scale Factor Converg.
 FQ0642;SPC AZ C     -   447,313.147   239,481.100   MT  0.99990841   +0 09 51.6
 FQ0642;SPC AZ C     - 1,467,562.82    785,699.15   iFT  0.99990841   +0 09 51.6
 FQ0642;UTM  12      - 3,876,925.011   442,499.447   MT  0.99964075   -0 21 42.8
 FQ0642
 FQ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0642!SPC AZ C     -   0.99963775  x   0.99990841  =   0.99954619
 FQ0642!UTM  12      -   0.99963775  x   0.99964075  =   0.99927863
 FQ0642
 FQ0642                          SUPERSEDED SURVEY CONTROL
 FQ0642
 FQ0642  NAD 83(1986)-  35 02 00.12106(N)    111 37 49.37779(W) AD(       ) 2
 FQ0642  NAD 27      -  35 02 00.06670(N)    111 37 46.80740(W) AD(       ) 2
 FQ0642
 FQ0642.Superseded values are not recommended for survey control.
 FQ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0642.See file dsdata.txt to determine how the superseded data were derived.
 FQ0642
 FQ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4249976925(NAD 83)
 FQ0642_MARKER: DD = SURVEY DISK
 FQ0642_SETTING: 80 = SET IN A BOULDER
 FQ0642_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FQ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0642+STABILITY: SURFACE MOTION
 FQ0642
 FQ0642  HISTORY     - Date     Condition        Report By
 FQ0642  HISTORY     - 1959     MONUMENTED       CGS
 FQ0642
 FQ0642                          STATION DESCRIPTION
 FQ0642
 FQ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FQ0642'AND ARIZONA STATE HIGHWAY 89A IN THE WEST SIDE OF FLAGSTAFF,
 FQ0642'GO SOUTH ON STATE HIGHWAY 89A FOR 1.6 MILES TO A Y-JUNCTION.
 FQ0642'TAKE THE LEFT FORK AS PER SIGN LAKE MARY, GO SOUTHEAST 5.8
 FQ0642'MILES TO A Y-FORK AT A SIGN 10 LOCKETT RANCH-12 ANTELOPE
 FQ0642'PARK-16 WEIMER SPRINGS.  TAKE THE RIGHT FORK AND FOLLOW THE
 FQ0642'GRADED ROAD SOUTH 8.5 MILES TO A T-ROAD AND A SIGN ON THE
 FQ0642'RIGHT, WEST.  TURN RIGHT AS PER SIGN 3 HOWARD MTN., GO 0.7 MILE
 FQ0642'TO A Y-FORK, KEEP RIGHT PASSING TO THE NORTH OF SOME OLD
 FQ0642'RUINED RANCH BUILDINGS GOING 1.0 MILE TO A T-ROAD, RIGHT.
 FQ0642'TURN RIGHT ON THE BLADED ROAD AND GO 0.7 MILE TO A PINE TREE,
 FQ0642'WITH A LARGE BLAZE, IN A LOW SADDLE.  TURN RIGHT AT THE
 FQ0642'BLAZED TREE AND GO NORTH 100 YARDS TO A BLAZED TREE.  TURN
 FQ0642'LEFT ON AN OLD SKID ROAD AND FOLLOW IT NORTHWEST FOR 0.3
 FQ0642'MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0642'
 FQ0642'STATION MARK IS A STANDARD DEPARTMENT OF AGRICULTURE DISK,
 FQ0642'STAMPED FIRE CONTROL VISIBLE AREA MAP POINT, 7.8 1938, CEMENTED
 FQ0642'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1055 ***********************************************************************
 ES1055  DESIGNATION -  FIRST KNOLL
 ES1055  PID         -  ES1055
 ES1055  STATE/COUNTY-  AZ/NAVAJO
 ES1055  USGS QUAD   -  SNOWFLAKE (1970)
 ES1055
 ES1055                         *CURRENT SURVEY CONTROL
 ES1055  ___________________________________________________________________
 ES1055* NAD 83(1992)-  34 33 19.15943(N)    110 07 02.04764(W)     ADJUSTED  
 ES1055* NAVD 88     -      1811.9    (meters)    5945.     (feet)  VERTCON   
 ES1055  ___________________________________________________________________
 ES1055  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 ES1055  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES1055  HORZ ORDER  -  SECOND
 ES1055
 ES1055.The horizontal coordinates were established by classical geodetic methods
 ES1055.and adjusted by the National Geodetic Survey in August 1993.
 ES1055
 ES1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1055
 ES1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1055
 ES1055.The geoid height was determined by GEOID03.
 ES1055
 ES1055;                    North         East     Units Scale Factor Converg.
 ES1055;SPC AZ E     -   394,249.241   217,896.307   MT  0.99990025   +0 01 40.9
 ES1055;SPC AZ E     - 1,293,468.64    714,882.90   iFT  0.99990025   +0 01 40.9
 ES1055;UTM  12      - 3,824,085.671   580,988.231   MT  0.99968084   +0 30 02.6
 ES1055
 ES1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1055!SPC AZ E     -   0.99971946  x   0.99990025  =   0.99961973
 ES1055!UTM  12      -   0.99971946  x   0.99968084  =   0.99940039
 ES1055
 ES1055:                Primary Azimuth Mark                     Grid Az
 ES1055:SPC AZ E     -  P 45                                     110 44 12.1
 ES1055:UTM  12      -  P 45                                     110 15 50.4
 ES1055
 ES1055|---------------------------------------------------------------------|
 ES1055| PID    Reference Object                     Distance      Geod. Az  |
 ES1055|                                                           dddmmss.s |
 ES1055| ES0003 P 45                                APPROX. 3.6 KM 1104553.0 |
 ES1055| CD2884 FIRST KNOLL RM 2                     20.762 METERS 17003     |
 ES1055| CD2883 FIRST KNOLL RM 1                     19.417 METERS 25849     |
 ES1055|---------------------------------------------------------------------|
 ES1055
 ES1055                          SUPERSEDED SURVEY CONTROL
 ES1055
 ES1055  NAD 83(1986)-  34 33 19.15185(N)    110 07 02.05246(W) AD(       ) 2
 ES1055  NAD 27      -  34 33 19.03143(N)    110 06 59.63686(W) AD(       ) 2
 ES1055  NGVD 29 (07/19/86) 1811.0    (m)         5942.     (f) VERT ANG    3  
 ES1055
 ES1055.Superseded values are not recommended for survey control.
 ES1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1055.See file dsdata.txt to determine how the superseded data were derived.
 ES1055
 ES1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8098824086(NAD 83)
 ES1055_MARKER: DD = SURVEY DISK
 ES1055_SETTING: 66 = SET IN ROCK OUTCROP
 ES1055_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1055+STABILITY: POSITION/ELEVATION WELL
 ES1055
 ES1055  HISTORY     - Date     Condition        Report By
 ES1055  HISTORY     - 1932     MONUMENTED       USGS
 ES1055  HISTORY     - 1960     GOOD             USGS
 ES1055  HISTORY     - 1978     GOOD             USGS
 ES1055  HISTORY     - 1981     GOOD             AZDT
 ES1055
 ES1055                          STATION DESCRIPTION
 ES1055
 ES1055'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1055'RECOVERED IN GOOD CONDITION.
 ES1055'
 ES1055'TO REACH FROM SNOWFLAKE POST OFFICE, GO 2.35 MI N. ON STATE HWY.
 ES1055'77 TO TRACK RD. AND WIRE GATE ON LEFT.  TURN LEFT PASSING THROUGH
 ES1055'GATE AND FOLLOW MAIN-TRAVELED RD. 2.4 MI TO RD. ON LEFT.  TURN
 ES1055'LEFT CROSSING RR. TRACK AND GO 0.2 MI TO POINT IN RD. OPPOSITE
 ES1055'GATE ON RIGHT.  TURN RIGHT PASSING THROUGH GATE AND WORK WAY
 ES1055'CROSS-COUNTRY TO SOUTH END OF BUTTE 0.3 MI AND END OF TRUCK
 ES1055'TRAVEL.  ON TOP BUTTE.
 ES1055
 ES1055                          STATION RECOVERY (1978)
 ES1055
 ES1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (TT)
 ES1055'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF SNOWFLAKE,
 ES1055'ABOUT 0.25 MILES SOUTHWEST OF STATE HWY. 77, ON SUMMIT OF FIRST
 ES1055'KNOLL.
 ES1055'
 ES1055'THE STATION IS A STANDARD USGS BRONZE TABLET STAMPED FIRST
 ES1055'KNOLL 1932 AND IS CEMENTED IN ROCK OUTCROP.
 ES1055'
 ES1055'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK TABLET
 ES1055'STAMPED FIRST KNOLL NO. 2 1932 AND IS SET IN ROCK OUTCROP.
 ES1055'
 ES1055'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK TABLET
 ES1055'STAMPED FIRST KNOLL NO. 1 1932 AND IS CEMENTED IN ROCK OUTCROP.
 ES1055'
 ES1055'TO REACH THE STATION FROM THE R.R. DEPOT IN HOLBROOK, TRAVEL
 ES1055'SOUTH ON STATE ROUTE 77 FOR 25.7 MILES TO A WIRE GATE ON THE RIGHT,
 ES1055'PASS THROUGH GATE AND FOLLOW TRACK ROAD WESTERLY FOR 2.4 MILES
 ES1055'TO THE NORTH END OF KNOLL, STATION IS SOUTH OF CENTER OF TOP OF
 ES1055'KNOLL.  POSSIBLE TO DRIVE TO STATION WITH A FOUR WHEEL DRIVE
 ES1055'VEHICLE.
 ES1055'
 ES1055'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 ES1055
 ES1055                          STATION RECOVERY (1981)
 ES1055
 ES1055'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1055'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1938 ***********************************************************************
 DV1938  DESIGNATION -  FISH
 DV1938  PID         -  DV1938
 DV1938  STATE/COUNTY-  AZ/LA PAZ
 DV1938  USGS QUAD   -  LITTLE HORN MTN NE (1990)
 DV1938
 DV1938                         *CURRENT SURVEY CONTROL
 DV1938  ___________________________________________________________________
 DV1938* NAD 83(1992)-  33 28 49.45417(N)    113 33 35.53078(W)     ADJUSTED  
 DV1938* NAVD 88     -       687.7    (meters)    2256.     (feet)  VERTCON   
 DV1938  ___________________________________________________________________
 DV1938  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV1938  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DV1938  HORZ ORDER  -  SECOND
 DV1938
 DV1938.The horizontal coordinates were established by classical geodetic methods
 DV1938.and adjusted by the National Geodetic Survey in August 1993.
 DV1938
 DV1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1938
 DV1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1938
 DV1938.The geoid height was determined by GEOID03.
 DV1938
 DV1938;                    North         East     Units Scale Factor Converg.
 DV1938;SPC AZ W     -   275,052.552   231,030.209   MT  0.99993718   +0 06 17.6
 DV1938;SPC AZ W     -   902,403.39    757,973.13   iFT  0.99993718   +0 06 17.6
 DV1938;UTM  12      - 3,707,479.037   262,140.773   MT  1.00029757   -1 24 46.2
 DV1938
 DV1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1938!SPC AZ W     -   0.99989698  x   0.99993718  =   0.99983416
 DV1938!UTM  12      -   0.99989698  x   1.00029757  =   1.00019452
 DV1938
 DV1938:                Primary Azimuth Mark                     Grid Az
 DV1938:SPC AZ W     -  FISH AZ MK                               046 17 42.2
 DV1938:UTM  12      -  FISH AZ MK                               047 48 46.0
 DV1938
 DV1938|---------------------------------------------------------------------|
 DV1938| PID    Reference Object                     Distance      Geod. Az  |
 DV1938|                                                           dddmmss.s |
 DV1938| CH2277 FISH AZ MK                                         0462359.8 |
 DV1938| CH2278 FISH RM 1                             5.286 METERS 09916     |
 DV1938| CH2279 FISH RM 2                             4.635 METERS 20450     |
 DV1938| DV1939 FISH CAIRN                            1.830 METERS 30804     |
 DV1938|---------------------------------------------------------------------|
 DV1938
 DV1938                          SUPERSEDED SURVEY CONTROL
 DV1938
 DV1938  NAD 83(1986)-  33 28 49.44684(N)    113 33 35.54033(W) AD(       ) 2
 DV1938  NAD 27      -  33 28 49.32300(N)    113 33 32.81300(W) AD(       ) 2
 DV1938  NGVD 29 (07/19/86)  687.0    (m)         2254.     (f) VERT ANG    3  
 DV1938
 DV1938.Superseded values are not recommended for survey control.
 DV1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1938.See file dsdata.txt to determine how the superseded data were derived.
 DV1938
 DV1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6214107479(NAD 83)
 DV1938_MARKER: DS = TRIANGULATION STATION DISK
 DV1938_SETTING: 80 = SET IN A BOULDER
 DV1938_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1938
 DV1938  HISTORY     - Date     Condition        Report By
 DV1938  HISTORY     - 1949     MONUMENTED       CGS
 DV1938  HISTORY     - 1950     GOOD             CGS
 DV1938
 DV1938                          STATION DESCRIPTION
 DV1938
 DV1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1938'THE STATION IS LOCATED ON A LONE, ISOLATED, MALPAIS BUTTE WHICH
 DV1938'LIES NEAR THE SOUTHEAST END OF THE RANEGRAS PLAINS.  THE BUTTE
 DV1938'LIES BETWEEN THE NORTH END OF EAGLE TAIL MOUNTAINS AND CEMETERY
 DV1938'RIDGE.  THE STATION IS LOCATED ABOUT 16 PACES EAST OF THE HIGHEST
 DV1938'POINT, 6 FEET EAST OF A 6 FOOT CAIRN, PROJECTS 3 INCHES AND
 DV1938'IS STAMPED, FISH 1949.
 DV1938'
 DV1938'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DV1938'STATION, SET FLUSH AND IS STAMPED, FISH NO 1 1949.
 DV1938'
 DV1938'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DV1938'STATION, SET FLUSH AND IS STAMPED, FISH NO 2 1949.
 DV1938'
 DV1938'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ON A
 DV1938'LOW, ROCK-COVERED KNOLL, ABOUT 18 FEET WEST OF A 4 FOOT CAIRN,
 DV1938'11 PACES NORTHEAST OF A 4X4 WITNESS POST PROJECTS 3 INCHES
 DV1938'AND IS STAMPED, FISH 1949.
 DV1938'
 DV1938'TO REACH FROM SALOME.  GO SOUTH ON DIRT ROAD TOWARD HASSAYAMPA
 DV1938'FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE THE RIGHT FORK
 DV1938'AND CONTINUE SOUTH FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK
 DV1938'AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK (WESTERLY)
 DV1938'AND GO 1.3 MILES TO A FORK.  TAKE THE LEFT FORK, SOUTHWESTERLY,
 DV1938'AND GO 6.8 MILES ALONG THE MAIN TRAVELED ROAD TO SALOME FIELD.
 DV1938'CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A
 DV1938'Y-FORK.  TAKE THE LEFT FORK AND GO 2.2 MILES TO A Y-FORK.
 DV1938'TAKE THE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 2.2
 DV1938'MILES TO THE PIPE LINE AND ROAD AT SIGN VALVES 80 AND 81,
 DV1938'THIS ROAD IS 0.8 MILE EAST OF VALVES.  CROSS PIPE LINE AND
 DV1938'CONTINUE SOUTH ON A TRACK ROAD FOR 1.3 MILES TO A FORK.  TAKE
 DV1938'THE RIGHT FORK AND GO 1.7 MILES TO A REVERSE-Y.  CONTINUE
 DV1938'STRAIGHT AHEAD (SOUTHEAST) FOR 1.0 MILE TO A LARGE CAIRN
 DV1938'NEAR THE NORTHWEST END OF RIDGE AND AZIMUTH MARK AS
 DV1938'DESCRIBED ABOVE.  FROM THE AZIMUTH DRIVE WEST ACROSS
 DV1938'COUNTRY FOR APPROXIMATELY 0.5 MILE TO THE BASE OF STATION
 DV1938'PEAK, PACK TO THE HIGHEST POINT AND STATION AS DESCRIBED
 DV1938'ABOVE.  A 1-HOUR PACK.
 DV1938
 DV1938                          STATION RECOVERY (1950)
 DV1938
 DV1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1938'THE 1948 DESCRIPTION OF STATIONS AND MARKS IS ADEQUATE.  ALL
 DV1938'MARKS RECOVERED IN GOOD CONDITION.
 DV1938'
 DV1938'REACHED FROM TONOPAH POST OFFICE BY GOING WEST FOR 8 MILES TO
 DV1938'JUNCTION OF ROAD WITH HASSAYMPA-SALOME ROAD, THENCE CONTINUING
 DV1938'ROAD TOWARDS SALOME FOR 8.6 MILES TO WHERE AN OLD SECTION LINE
 DV1938'ROAD LEADS DUE WEST.  GO WEST ON THE SECTION LINE ROAD FOR 9.7
 DV1938'MILES WHEN ROAD ANGLES NORTHWESTWARD FOR 0.8 MILE TO RANCH
 DV1938'BUILDINGS, CONTINUE WEST BY PASSING TO NORTH SIDE OF RANCH
 DV1938'YARD FOR 0.9 MILE TO A Y-INTERSECTION, TAKE LEFT FORK SOUTH
 DV1938'FOR 0.5 MILE, TURN RIGHT, WEST, FOR 0.7 MILE AND ROAD SWINGS
 DV1938'RIGHT FOR 0.4 MILE TO AN INTERSECTION, TURN LEFT, SOUTH, AND
 DV1938'CONTINUE 1.2 MILE TO A Y-INTERSECTION, TAKE RIGHT FORK FOR
 DV1938'1.5 MILES TO AIRWAY BEACON.  GO WEST 0.2 MILE ONTO GAS PIPE
 DV1938'LINE RIGHT-OF-WAY, TURN RIGHT ON THE RIGHT-OF-WAY FOR 9.6
 DV1938'MILES (THIS IS 0.8 MILE BEFORE REACHING VALVE NO. 81 OF THE
 DV1938'PIPE LINE), AND TURN LEFT ONTO A TRACK ROAD, SOUTH, AND GO 1.3
 DV1938'MILE WHEN BEAR RIGHT AND FOLLOW TRACKS SOUTHWARD ABOUT 2.5
 DV1938'MILES TO BEGINNING OF MALPAIS SLOPE ON EAST SIDE OF STATION BUTTE,
 DV1938'AND AZIMUTH MARK IS ON LOW MALPAIS BOULDER RIDGE.  END OF TRUCK
 DV1938'TRAVEL AT EDGE OF MALPAIS SLOPE, BUT WHICH HAS BEEN DRIVEN FOR
 DV1938'ABOUT 1/2 MILE IN PREVIOUS OCCUPATIONS.  FROM END OF TRUCK
 DV1938'TRAVEL PACK SOUTHWESTERLY TO SUMMIT OF BUTTE, ABOUT 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1939 ***********************************************************************
 DV1939  DESIGNATION -  FISH CAIRN
 DV1939  PID         -  DV1939
 DV1939  STATE/COUNTY-  AZ/LA PAZ
 DV1939  USGS QUAD   -  LITTLE HORN MTN NE (1990)
 DV1939
 DV1939                         *CURRENT SURVEY CONTROL
 DV1939  ___________________________________________________________________
 DV1939* NAD 83(1992)-  33 28 49.49079(N)    113 33 35.58659(W)     ADJUSTED  
 DV1939* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 DV1939  ___________________________________________________________________
 DV1939  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV1939  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DV1939  HORZ ORDER  -  THIRD
 DV1939
 DV1939.The horizontal coordinates were established by classical geodetic methods
 DV1939.and adjusted by the National Geodetic Survey in August 1993.
 DV1939
 DV1939.The orthometric height was scaled from a topographic map.
 DV1939
 DV1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1939
 DV1939.The geoid height was determined by GEOID03.
 DV1939
 DV1939;                    North         East     Units Scale Factor Converg.
 DV1939;SPC AZ W     -   275,053.678   231,028.766   MT  0.99993718   +0 06 17.6
 DV1939;SPC AZ W     -   902,407.08    757,968.39   iFT  0.99993718   +0 06 17.6
 DV1939;UTM  12      - 3,707,480.201   262,139.360   MT  1.00029758   -1 24 46.2
 DV1939
 DV1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1939!SPC AZ W     -   0.99989698  x   0.99993718  =   0.99983416
 DV1939!UTM  12      -   0.99989698  x   1.00029758  =   1.00019453
 DV1939
 DV1939                          SUPERSEDED SURVEY CONTROL
 DV1939
 DV1939  NAD 83(1986)-  33 28 49.48346(N)    113 33 35.59614(W) AD(       ) 4
 DV1939  NAD 27      -  33 28 49.36000(N)    113 33 32.86900(W) AD(       ) 3
 DV1939
 DV1939.Superseded values are not recommended for survey control.
 DV1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1939.See file dsdata.txt to determine how the superseded data were derived.
 DV1939
 DV1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6213907480(NAD 83)
 DV1939_MARKER: 72 = CAIRN
 DV1939
 DV1939  HISTORY     - Date     Condition        Report By
 DV1939  HISTORY     - 1949     FIRST OBSERVED   CGS
 DV1939
 DV1939                          STATION DESCRIPTION
 DV1939
 DV1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV1939'THE STATION IS LOCATED ON A LONE, ISOLATED, MALPAIS BUTTE WHICH
 DV1939'LIES NEAR THE SOUTHEAST END OF THE RANEGRAS PLAINS.  THE BUTTE
 DV1939'LIES BETWEEN THE NORTH END OF EAGLE TAIL MOUNTAINS AND CEMETERY
 DV1939'RIDGE.
 DV1939'
 DV1939'TO REACH FROM SALOME.  GO SOUTH ON DIRT ROAD TOWARD HASSAYAMPA
 DV1939'FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE THE RIGHT FORK
 DV1939'AND CONTINUE SOUTH FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK
 DV1939'AND GO 6.1 MILES TO A FORK.  TAKE THE RIGHT FORK (WESTERLY)
 DV1939'AND GO 1.3 MILES TO A FORK.  TAKE THE LEFT FORK, SOUTHWESTERLY,
 DV1939'AND GO 6.8 MILES ALONG THE MAIN TRAVELED ROAD TO SALOME FIELD.
 DV1939'CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A
 DV1939'Y-FORK.  TAKE THE LEFT FORK AND GO 2.2 MILES TO A Y-FORK.
 DV1939'TAKE THE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 2.2
 DV1939'MILES TO THE PIPE LINE AND ROAD AT SIGN VALVES 80 AND 81,
 DV1939'THIS ROAD IS 0.8 MILE EAST OF VALVES.  CROSS PIPE LINE AND
 DV1939'CONTINUE SOUTH ON A TRACK ROAD FOR 1.3 MILES TO A FORK.  TAKE
 DV1939'THE RIGHT FORK AND GO 1.7 MILES TO A REVERSE-Y.  CONTINUE
 DV1939'STRAIGHT AHEAD (SOUTHEAST) FOR 1.0 MILE TO A LARGE CAIRN
 DV1939'NEAR THE NORTHWEST END OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2032 ***********************************************************************
 DU2032  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2032  DESIGNATION -  FISH CREEK
 DU2032  PID         -  DU2032
 DU2032  STATE/COUNTY-  AZ/MARICOPA
 DU2032  USGS QUAD   -  HORSE MESA DAM (1978)
 DU2032
 DU2032                         *CURRENT SURVEY CONTROL
 DU2032  ___________________________________________________________________
 DU2032* NAD 83(2007)-  33 31 56.55054(N)    111 18 46.51733(W)     ADJUSTED  
 DU2032* NAVD 88     -       931.38   (meters)    3055.7    (feet)  GPS OBS   
 DU2032  ___________________________________________________________________
 DU2032  EPOCH DATE  -        2007.00
 DU2032  X           -  -1,934,646.302 (meters)                     COMP
 DU2032  Y           -  -4,958,806.516 (meters)                     COMP
 DU2032  Z           -   3,503,826.769 (meters)                     COMP
 DU2032  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 DU2032  ELLIP HEIGHT-         902.747 (meters)          (02/10/07) ADJUSTED
 DU2032  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DU2032
 DU2032  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2032  Type    PID    Designation                      North   East  Ellip
 DU2032  -------------------------------------------------------------------
 DU2032  NETWORK DU2032 FISH CREEK                        0.41   0.35   1.20
 DU2032  -------------------------------------------------------------------
 DU2032
 DU2032.The horizontal coordinates were established by GPS observations
 DU2032.and adjusted by the National Geodetic Survey in February 2007.
 DU2032
 DU2032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2032.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2032.The horizontal coordinates are valid at the epoch date displayed above.
 DU2032.The epoch date for horizontal control is a decimal equivalence
 DU2032.of Year/Month/Day.
 DU2032
 DU2032.The orthometric height was determined by GPS observations and a
 DU2032.high-resolution geoid model.
 DU2032.The orthometric height was determined by GPS observations and a
 DU2032.high-resolution geoid model using precise GPS observation and
 DU2032.processing techniques.
 DU2032
 DU2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2032
 DU2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2032
 DU2032.The ellipsoidal height was determined by GPS observations
 DU2032.and is referenced to NAD 83.
 DU2032
 DU2032.The geoid height was determined by GEOID03.
 DU2032
 DU2032;                    North         East     Units Scale Factor Converg.
 DU2032;SPC AZ C     -   280,954.152   269,435.445   MT  0.99993875   +0 20 00.7
 DU2032;SPC AZ C     -   921,765.59    883,974.56   iFT  0.99993875   +0 20 00.7
 DU2032;UTM  12      - 3,710,352.461   470,944.939   MT  0.99961041   -0 10 22.3
 DU2032
 DU2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2032!SPC AZ C     -   0.99985830  x   0.99993875  =   0.99979705
 DU2032!UTM  12      -   0.99985830  x   0.99961041  =   0.99946876
 DU2032
 DU2032|---------------------------------------------------------------------|
 DU2032| PID    Reference Object                     Distance      Geod. Az  |
 DU2032|                                                           dddmmss.s |
 DU2032| CH5156 FISH CREEK RM 1                       6.032 METERS 01342     |
 DU2032| CH5155 FISH CREEK AZ MK                                   2353422.5 |
 DU2032| CH5157 FISH CREEK RM 2                       6.404 METERS 26312     |
 DU2032|---------------------------------------------------------------------|
 DU2032
 DU2032                          SUPERSEDED SURVEY CONTROL
 DU2032
 DU2032  NAD 83(1992)-  33 31 56.54992(N)    111 18 46.51606(W) AD(       ) A
 DU2032  ELLIP H (01/27/00)  902.769  (m)                       GP(       ) 1 1
 DU2032  NAD 83(1992)-  33 31 56.55173(N)    111 18 46.51437(W) AD(       ) 2
 DU2032  NAD 83(1986)-  33 31 56.54743(N)    111 18 46.51670(W) AD(       ) 2
 DU2032  NAD 27      -  33 31 56.36900(N)    111 18 44.05400(W) AD(       ) 2
 DU2032  NGVD 29 (07/19/86)  930.3    (m)         3052.     (f) VERT ANG    3  
 DU2032
 DU2032.Superseded values are not recommended for survey control.
 DU2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2032.See file dsdata.txt to determine how the superseded data were derived.
 DU2032
 DU2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7094510352(NAD 83)
 DU2032_MARKER: DS = TRIANGULATION STATION DISK
 DU2032_SETTING: 66 = SET IN ROCK OUTCROP
 DU2032_STAMPING: FISH CREEK 1946
 DU2032_MARK LOGO: CGS   
 DU2032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2032+STABILITY: POSITION/ELEVATION WELL
 DU2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2032+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU2032
 DU2032  HISTORY     - Date     Condition        Report By
 DU2032  HISTORY     - 1946     MONUMENTED       CGS
 DU2032  HISTORY     - 1967     GOOD             AMS
 DU2032  HISTORY     - 1972     GOOD             AZHD
 DU2032  HISTORY     - 19981015 GOOD             AZ-013
 DU2032  HISTORY     - 20000401 GOOD             MCDOT
 DU2032  HISTORY     - 20060812 GOOD             GEOCAC
 DU2032  HISTORY     - 20080716 GOOD             GEOCAC
 DU2032
 DU2032                          STATION DESCRIPTION
 DU2032
 DU2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2032'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTHWEST OF
 DU2032'ROOSEVELT DAM, 100 YARDS SOUTHEAST OF WHERE THE APACHE TRAIL
 DU2032'CROSSES THE FIRST SUMMIT WEST OF FISH CREEK, ON THE HIGHEST POINT
 DU2032'OF A FLAT ROCKY RIDGE.  THE STATION MARK IS A BRONZE DISK
 DU2032'STAMPED, FISH CREEK 1946, SET IN BEDROCK FLUSH WITH GROUND LEVEL.
 DU2032'
 DU2032'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED, FISH CREEK NO 1
 DU2032'1946, SET IN BEDROCK FLUSH WITH GROUND LEVEL.  IT IS NORTHEAST
 DU2032'OF AND 4 INCHES HIGHER THAN STATION MARK.
 DU2032'
 DU2032'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED, FISH CREEK NO 2
 DU2032'1946, SET IN BEDROCK FLUSH WITH GROUND LEVEL.  IT IS WEST OF AND
 DU2032'8 INCHES LOWER THAN STATION MARK.
 DU2032'
 DU2032'THE AZIMUTH MARK IS A BRONZE DISK STAMPED, FISH CREEK 1946, SET
 DU2032'IN OUTCROPPING BEDROCK FLUSH WITH GROUND LEVEL.  IT IS 0.6 MILE
 DU2032'SOUTHWEST OF STATION, 150 YARDS SOUTH OF THE INTERSECTION OF THE
 DU2032'APACHE TRAIL AND ROAD TO TORTILLA RANCH.  REACHED FROM END OF
 DU2032'TRUCK TRAVEL BY CONTINUING 1.1 MILE TO MARK ON LEFT.
 DU2032'
 DU2032'TO REACH STATION FROM THE POST OFFICE IN ROOSEVELT, GO WEST ON
 DU2032'THE APACHE TRAIL 2.1 MILES TO A ROAD RIGHT AT ROOSEVELT DAM.
 DU2032'CONTINUE STRAIGHT AHEAD, LEFT, 15.6 MILES TO A HIGHWAY MAINTENANCE
 DU2032'CAMP ON LEFT.  CONTINUE 3.0 MILE TO BRIDGE OVER FISH CREEK.
 DU2032'CONTINUE UP GRADE 1.4 MILE TO SUMMIT AND END OF TRUCK TRAVEL.
 DU2032'FROM HERE WALK SOUTHEAST UP SLOPE 100 YARDS TO HIGHEST POINT
 DU2032'AND STATION AS DESCRIBED ABOVE.
 DU2032
 DU2032                          STATION RECOVERY (1967)
 DU2032
 DU2032'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DU2032'STATION MARK, R.M.S AND AZ. MARK RECOVERED AS DESCRIBED, AZIMUTH
 DU2032'AND DISTANCE CHECKS RECORDED IN VOL. 12W. PG. 29
 DU2032
 DU2032                          STATION RECOVERY (1972)
 DU2032
 DU2032'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2032'GENERAL LOCATION TONTO NATIONAL FOREST AND WINKLEMAN TO
 DU2032'WINSLOW TO PHOENIX.  (APPROX. 17 MILES S.W. OF ROOSEVELT DAM ON
 DU2032'APACHE TRAIL).
 DU2032'
 DU2032'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU2032'
 DU2032'STATION MARK STD. USC AND GS B.C. STAMPED FISH CREEK 1946.
 DU2032'
 DU2032'REFERENCE MARKS NO. 1 AND NO. 2 STD. USC AND GS B.C. STAMPED
 DU2032'FISH CREEK 1946.
 DU2032
 DU2032                          STATION RECOVERY (1998)
 DU2032
 DU2032'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU2032'RECOVERED AS DESCRIBED.
 DU2032
 DU2032                          STATION RECOVERY (2000)
 DU2032
 DU2032'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DU2032'RECOVERED AS DESCRIBED.
 DU2032
 DU2032                          STATION RECOVERY (2006)
 DU2032
 DU2032'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2032'RECOVERED IN GOOD CONDITION.
 DU2032
 DU2032                          STATION RECOVERY (2008)
 DU2032
 DU2032'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2032'RECOVERED STATION FISH CREEK ALONG WITH FISH CREEK RM 1 AND FISH CREEK
 DU2032'RM 2 IN GOOD
 DU2032'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1170 ***********************************************************************
 CY1170  DESIGNATION -  FISHER
 CY1170  PID         -  CY1170
 CY1170  STATE/COUNTY-  AZ/COCHISE
 CY1170  USGS QUAD   -  FISHER HILLS (1979)
 CY1170
 CY1170                         *CURRENT SURVEY CONTROL
 CY1170  ___________________________________________________________________
 CY1170* NAD 83(1992)-  32 22 53.71930(N)    109 33 53.35902(W)     ADJUSTED  
 CY1170* NAVD 88     -      1312.2    (meters)    4305.     (feet)  VERTCON   
 CY1170  ___________________________________________________________________
 CY1170  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CY1170  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CY1170  HORZ ORDER  -  FIRST
 CY1170
 CY1170.The horizontal coordinates were established by classical geodetic methods
 CY1170.and adjusted by the National Geodetic Survey in August 1993.
 CY1170
 CY1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1170
 CY1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1170
 CY1170.The geoid height was determined by GEOID03.
 CY1170
 CY1170;                    North         East     Units Scale Factor Converg.
 CY1170;SPC AZ E     -   153,336.508   269,988.191   MT  0.99993953   +0 19 20.4
 CY1170;SPC AZ E     -   503,072.53    885,788.03   iFT  0.99993953   +0 19 20.4
 CY1170;UTM  12      - 3,583,638.832   635,001.871   MT  0.99982475   +0 46 07.4
 CY1170
 CY1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1170!SPC AZ E     -   0.99979823  x   0.99993953  =   0.99973777
 CY1170!UTM  12      -   0.99979823  x   0.99982475  =   0.99962301
 CY1170
 CY1170:                Primary Azimuth Mark                     Grid Az
 CY1170:SPC AZ E     -  BOWIE LOADING CHUTE                      127 11 54.4
 CY1170:UTM  12      -  BOWIE LOADING CHUTE                      126 45 07.4
 CY1170
 CY1170|---------------------------------------------------------------------|
 CY1170| PID    Reference Object                     Distance      Geod. Az  |
 CY1170|                                                           dddmmss.s |
 CY1170| CY1164 BOWIE LOADING CHUTE                 APPROX. 9.8 KM 1273114.8 |
 CY1170| CY1163 BOWIE WATER TANK                    APPROX. 9.6 KM 1274407.1 |
 CY1170| CY1169 GILMAN CAIRN                         18.593 METERS 13028     |
 CY1170| CC7386 FISHER RM 1                           6.217 METERS 14801     |
 CY1170| CC7385 FISHER AZ MK                                       2301601.8 |
 CY1170| CC7387 FISHER RM 2                           9.244 METERS 26255     |
 CY1170|---------------------------------------------------------------------|
 CY1170
 CY1170                          SUPERSEDED SURVEY CONTROL
 CY1170
 CY1170  NAD 83(1986)-  32 22 53.71449(N)    109 33 53.35624(W) AD(       ) 1
 CY1170  NAD 27      -  32 22 53.45600(N)    109 33 51.11100(W) AD(       ) 1
 CY1170  NGVD 29 (07/19/86) 1311.4    (m)         4302.     (f) VERT ANG    3  
 CY1170
 CY1170.Superseded values are not recommended for survey control.
 CY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1170.See file dsdata.txt to determine how the superseded data were derived.
 CY1170
 CY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3500283639(NAD 83)
 CY1170_MARKER: DS = TRIANGULATION STATION DISK
 CY1170_SETTING: 66 = SET IN ROCK OUTCROP
 CY1170_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1170+STABILITY: POSITION/ELEVATION WELL
 CY1170
 CY1170  HISTORY     - Date     Condition        Report By
 CY1170  HISTORY     - 1945     MONUMENTED       CGS
 CY1170  HISTORY     - 1956     GOOD             USE
 CY1170  HISTORY     - 1960     GOOD             CGS
 CY1170  HISTORY     - 1983     GOOD             AZDT
 CY1170
 CY1170                          STATION DESCRIPTION
 CY1170
 CY1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1170'STATION IS ON THE HIGHEST PART OF THE LOWEST AND MOST SE
 CY1170'HILL IN THE GROUP OF HILLS SHOWN ON THE U.S. GEOLOGICAL
 CY1170'SURVEY CHARTS AS FISHER HILLS.  AND IS LOCATED BY APPROXIMATE
 CY1170'AIR LINE DISTANCES, 6 MILES NW OF BOWIE, 4 MILES ENE OF THE
 CY1170'JUNCTION OF U.S. HIGHWAY 666 AND STATE HIGHWAY 86, 3 MILES
 CY1170'S OF THE COCHISE-GRAHAM COUNTY LINE, AND 1/4 MILE NNW OF
 CY1170'THE UX RANCH.
 CY1170'
 CY1170'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO N
 CY1170'0.1 MILE ACROSS THE RAILROAD TRACKS, TAKE THE FIRST LEFT
 CY1170'TURN AND FOLLOW THE MAIN GRADED ROAD W 0.4 MILE TO A FORK.
 CY1170'TAKE THE LEFT FORK FOR 0.15 MILE, THENCE LEFT FORK AGAIN
 CY1170'AND CONTINUE ALONG THE N SIDE OF THE SOUTHERN PACIFIC CO.
 CY1170'RAILROAD TRACKS ON THE MAIN GRAVEL ROAD FOR 4.4 MILES TO
 CY1170'A ROAD RIGHT JUST BEFORE REACHING A GATE IN A FENCE LINE.
 CY1170'(NOTE--TO REACH THE AZIMUTH MARK FROM HERE, GO THROUGH THE
 CY1170'GATE AND CONTINUE W FOR 1.6 MILES TO WHERE A BRIDGE HAS BEEN
 CY1170'WASHED OUT.  THE AZIMUTH MARK IS SET IN THE NW CONCRETE
 CY1170'ABUTMENT.) TURN RIGHT AND FOLLOW THE MAIN ROAD ALONG THE
 CY1170'E SIDE OF THE FENCE LINE 1.8 MILES TO A TRACK ROAD FORKING
 CY1170'BACK TO THE RIGHT JUST AFTER CROSSING A LARGE WASH, AND
 CY1170'1/4 MILE BEFORE REACHING THE UX RANCH.  TURN BACK TO THE
 CY1170'RIGHT ON THE TRACK ROAD FOR 0.2 MILE, THENCE LEFT FORK
 CY1170'FOR 0.35 MILE.  HERE TURN LEFT ACROSS COUNTRY FOR 1/4
 CY1170'MILE TO THE END OF TRUCK TRAVEL AT THE BASE OF THE
 CY1170'HILL.  PACK SSW FOR ABOUT 1/4 HOUR TO THE TOP AND THE
 CY1170'STATION.
 CY1170'
 CY1170'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 CY1170'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE
 CY1170'THE GROUND AND IS STAMPED FISHER 1945.  IT IS 61 FEET NW
 CY1170'OF STATION GILMAN (U.S.G.S. 1940) (NOT OCCUPIED.  A ROCK
 CY1170'CAIRN ABOUT 5 FEET IN DIAMETER AND 4 FEET HIGH IS THE ONLY
 CY1170'STATION MARK.) AND 34-1/2 FEET NE OF AN OLD FENCE LINE.
 CY1170'
 CY1170'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1170'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE
 CY1170'THE GROUND AND IS STAMPED FISHER NO 1 1945.  IT IS SSE OF THE
 CY1170'STATION AND ABOUT 6 INCHES LOWER.
 CY1170'
 CY1170'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1170'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 CY1170'ABOVE THE GROUND AND IS STAMPED FISHER NO 2 1945.  IT IS W
 CY1170'OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 CY1170'
 CY1170'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 CY1170'IN THE NE END OF THE NW CONCRETE ABUTMENT OF A WASHED OUT
 CY1170'BRIDGE.  IT IS SW OF THE STATION, 20.8 FEET S OF THE NEAREST
 CY1170'WOOD TELEPHONE POLE, 8.0 FEET SE OF A 4- BY 4-INCH WHITE
 CY1170'WITNESS POST, AND IS STAMPED FISHER 1945.
 CY1170
 CY1170                          STATION RECOVERY (1956)
 CY1170
 CY1170'RECOVERY NOTE BY US ENGINEERS 1956
 CY1170'STATION RECOVERED AS DESCRIBED.
 CY1170'
 CY1170'AZIMUTH MARK NOT SEARCHED FOR.
 CY1170
 CY1170                          STATION RECOVERY (1960)
 CY1170
 CY1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1170'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 CY1170'IN VERY GOOD CONDITION.  THE HORIZONTAL ANGLE TO THE AZIMUTH
 CY1170'MARK WAS NOT MEASURED.
 CY1170
 CY1170                          STATION RECOVERY (1983)
 CY1170
 CY1170'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1170'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CY1170'DESCRIBED IN 1945.
 CY1170'
 CY1170'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1170'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY1170'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.8 MILES TO THE
 CY1170'JUNCTION WITH STATE ROUTE 266, CONTINUE SOUTH ALONG U.S. 666 FOR 14.4
 CY1170'MILES TO A PAVED ROAD LEFT.  TURN LEFT AND TRAVEL SOUTHEAST FOR 3.2
 CY1170'MILES TO A GRADED ROAD LEFT NEAR A CATTLE GUARD.  TURN LEFT AND TRAVEL
 CY1170'EAST FOR 2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 CY1170'FOR 3.65 MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD FOR 75 FEET
 CY1170'TO A TRACK ROAD LEFT.  TURN LEFT AND TRAVEL NORTH ALONG THE EAST SIDE
 CY1170'OF A FENCELINE FOR 1.5 MILES TO A FENCE CORNER.  TURN LEFT AND TRAVEL
 CY1170'NORTH ALONG A FENCELINE FOR 1.6 MILES TO A FENCE CORNER.  TURN RIGHT
 CY1170'AND TRAVEL NORTH FOR 0.85 MILE TO A FORK.  TAKE THE LEFT FORK WEST AND
 CY1170'NORTH TO A FENCE CORNER ON A DAM.  TURN LEFT CROSSING ON TOP OF DAM
 CY1170'FOR 0.3 MILE TO A ROAD LEADING RIGHT IN SPILLWAY.  TRAVEL NORTH FOR
 CY1170'0.55 MILE TO A EAST-WEST FENCELINE.  TURN LEFT ALONG A FENCELINE FOR
 CY1170'0.25 MILE TO END OF TRUCK TRAVEL.  PACK SOUTHWEST TO THE HIGH POINT AT
 CY1170'THE EAST END OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0854 ***********************************************************************
 ES0854  DESIGNATION -  FISHER
 ES0854  PID         -  ES0854
 ES0854  STATE/COUNTY-  AZ/COCONINO
 ES0854  USGS QUAD   -  HAY LAKE (1970)
 ES0854
 ES0854                         *CURRENT SURVEY CONTROL
 ES0854  ___________________________________________________________________
 ES0854* NAD 83(1992)-  34 37 37.40328(N)    111 08 24.93806(W)     ADJUSTED  
 ES0854* NAVD 88     -      2092.0    (meters)    6864.     (feet)  VERTCON   
 ES0854  ___________________________________________________________________
 ES0854  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ES0854  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ES0854  HORZ ORDER  -  SECOND
 ES0854
 ES0854.The horizontal coordinates were established by classical geodetic methods
 ES0854.and adjusted by the National Geodetic Survey in August 1993.
 ES0854
 ES0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0854
 ES0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0854
 ES0854.The geoid height was determined by GEOID03.
 ES0854
 ES0854;                    North         East     Units Scale Factor Converg.
 ES0854;SPC AZ C     -   402,479.149   284,550.425   MT  0.99996245   +0 26 28.3
 ES0854;SPC AZ C     - 1,320,469.65    933,564.39   iFT  0.99996245   +0 26 28.3
 ES0854;UTM  12      - 3,831,695.257   487,143.187   MT  0.99960204   -0 04 46.9
 ES0854
 ES0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0854!SPC AZ C     -   0.99967541  x   0.99996245  =   0.99963787
 ES0854!UTM  12      -   0.99967541  x   0.99960204  =   0.99927758
 ES0854
 ES0854:                Primary Azimuth Mark                     Grid Az
 ES0854:SPC AZ C     -  NATIONAL                                 092 08 02.2
 ES0854:UTM  12      -  NATIONAL                                 092 39 17.4
 ES0854
 ES0854|---------------------------------------------------------------------|
 ES0854| PID    Reference Object                     Distance      Geod. Az  |
 ES0854|                                                           dddmmss.s |
 ES0854| ES0869 NATIONAL                            APPROX. 0.7 KM 0923430.5 |
 ES0854| ES0862 HORSE                               APPROX. 1.8 KM 2551953.3 |
 ES0854|---------------------------------------------------------------------|
 ES0854
 ES0854                          SUPERSEDED SURVEY CONTROL
 ES0854
 ES0854  NAD 83(1986)-  34 37 37.39631(N)    111 08 24.94206(W) AD(       ) 2
 ES0854  NGVD 29 (07/10/87) 2091.1    (m)         6861.     (f) VERT ANG    3  
 ES0854
 ES0854.Superseded values are not recommended for survey control.
 ES0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0854.See file dsdata.txt to determine how the superseded data were derived.
 ES0854
 ES0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8714331695(NAD 83)
 ES0854_MARKER: DS = TRIANGULATION STATION DISK
 ES0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0854+STABILITY: SURFACE MOTION
 ES0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0854+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 ES0854
 ES0854  HISTORY     - Date     Condition        Report By
 ES0854  HISTORY     - 1981     MONUMENTED       AZDT
 ES0854  HISTORY     - 19980813 GOOD             USPSQD
 ES0854  HISTORY     - 20080723 GOOD             GEOCAC
 ES0854
 ES0854                          STATION DESCRIPTION
 ES0854
 ES0854'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0854'THE STATION IS LOCATED 3 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0854'STATION ALONG ARIZONA HIGHWAY 87.
 ES0854'
 ES0854'THE STATION MARK IS AN AZDT DISK STAMPED---FISHER 1981---SET IN
 ES0854'TOP OF A 10 INCH CONCRETE MONUMENT 62 FEET NORTH OF THE CENTERLINE OF
 ES0854'THE HIGHWAY, 49 FEET EAST OF FOREST TRAIL 317 AND 4 FEET SOUTH OF A
 ES0854'CAIRN.
 ES0854'
 ES0854'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0854'
 ES0854'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0854'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0854'CONTINUE NORTH ALONG THE HIGHWAY FOR 3.05 MILES TO FOREST TRAIL 317 ON
 ES0854'THE LEFT.  THE STATION IS JUST EAST OF THE TRAIL.
 ES0854
 ES0854                          STATION RECOVERY (1998)
 ES0854
 ES0854'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0854'RECOVERED IN GOOD CONDITION.
 ES0854
 ES0854                          STATION RECOVERY (2008)
 ES0854
 ES0854'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1124 ***********************************************************************
 DV1124  DESIGNATION -  FIVE
 DV1124  PID         -  DV1124
 DV1124  STATE/COUNTY-  AZ/LA PAZ
 DV1124  USGS QUAD   -  HOPE SW (1990)
 DV1124
 DV1124                         *CURRENT SURVEY CONTROL
 DV1124  ___________________________________________________________________
 DV1124* NAD 83(1992)-  33 36 57.03241(N)    113 40 42.98282(W)     ADJUSTED  
 DV1124* NAVD 88     -       382.08   (+/-2cm)    1253.5    (feet)  VERTCON   
 DV1124  ___________________________________________________________________
 DV1124  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DV1124  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1124  HORZ ORDER  -  SECOND
 DV1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1124
 DV1124.The horizontal coordinates were established by classical geodetic methods
 DV1124.and adjusted by the National Geodetic Survey in August 1993.
 DV1124
 DV1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1124.The vertical order pertains to the NGVD 29 superseded value.
 DV1124
 DV1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1124
 DV1124.The geoid height was determined by GEOID03.
 DV1124
 DV1124;                    North         East     Units Scale Factor Converg.
 DV1124;SPC AZ W     -   290,059.711   219,984.790   MT  0.99993387   +0 02 22.3
 DV1124;SPC AZ W     -   951,639.47    721,734.88   iFT  0.99993387   +0 02 22.3
 DV1124;UTM  12      - 3,722,780.017   251,493.248   MT  1.00036141   -1 29 01.3
 DV1124
 DV1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1124!SPC AZ W     -   0.99994493  x   0.99993387  =   0.99987880
 DV1124!UTM  12      -   0.99994493  x   1.00036141  =   1.00030632
 DV1124
 DV1124|---------------------------------------------------------------------|
 DV1124| PID    Reference Object                     Distance      Geod. Az  |
 DV1124|                                                           dddmmss.s |
 DV1124| DV1123 FIVE RM 1                            18.180 METERS 05859     |
 DV1124| DV1125 FIVE RM 2                            20.098 METERS 17728     |
 DV1124| CH2280 FIVE AZ MK                                         2010719.7 |
 DV1124|---------------------------------------------------------------------|
 DV1124
 DV1124                          SUPERSEDED SURVEY CONTROL
 DV1124
 DV1124  NAD 83(1986)-  33 36 57.02636(N)    113 40 42.99594(W) AD(       ) 2
 DV1124  NAD 27      -  33 36 56.90550(N)    113 40 40.24450(W) AD(       ) 2
 DV1124  NGVD 29 (??/??/92)  381.402  (m)         1251.32   (f) ADJ UNCH    2 0
 DV1124
 DV1124.Superseded values are not recommended for survey control.
 DV1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1124.See file dsdata.txt to determine how the superseded data were derived.
 DV1124
 DV1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5149322780(NAD 83)
 DV1124_MARKER: DE = TRAVERSE STATION DISK
 DV1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1124_STAMPING: FIVE 1962
 DV1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1124+STABILITY: SURFACE MOTION
 DV1124
 DV1124  HISTORY     - Date     Condition        Report By
 DV1124  HISTORY     - 1962     MONUMENTED       CGS
 DV1124  HISTORY     - 1962     GOOD             CGS
 DV1124  HISTORY     - 1981     GOOD             NGS
 DV1124  HISTORY     - 19870212 GOOD             USGS
 DV1124
 DV1124                          STATION DESCRIPTION
 DV1124
 DV1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1124'STATION IS LOCATED ABOUT 15 MILES EAST-SOUTHEAST OF BRENDA,
 DV1124'ABOUT 10 MILES SOUTH OF HOPE AND ABOUT 1-1/2 MILES NORTH OF
 DV1124'A EARTHEN WATER TANK.
 DV1124'
 DV1124'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60, 70 AND STATE
 DV1124'ROUTE 72 AT HOPE, GO WESTERLY ON U.S. HIGHWAY 60 AND 70 FOR
 DV1124'3.65 MILES TO CROSSROAD AND SHELL SERVICE STATION ON RIGHT,
 DV1124'TURN LEFT AND GO SOUTH ON MAIN BLADED ROAD FOR 3.4 MILES TO
 DV1124'MATHEWS RANCH HOUSE ON RIGHT, CONTINUE SOUTH ON MAIN BLADED ROAD
 DV1124'FOR 4.5 MILES TO BLADED SIDE ROAD LEFT, TURN LEFT AND GO
 DV1124'EASTERLY FOLLOWING MAIN BLADED ROAD FOR 5.3 MILES TO A FENCE
 DV1124'CORNER, KEEP TO THE RIGHT OF FENCE AND GO EASTERLY FOLLOWING
 DV1124'ALONG FENCE FOR 0.3 MILE TO FENCE CORNER AN A EARTHEN WATER
 DV1124'TANK ON LEFT, BEAR LEFT AND GO NORTHERLY FOLLOWING TRACK
 DV1124'ROAD TO FENCE, THENCE NORTHEASTERLY FOLLOWING FENCE FOR 0.7
 DV1124'MILE TO THE FENCE CORNER, TURN LEFT AND GO NORTHWEST ALONG
 DV1124'RIGHT SIDE OF FENCE FOR 1.2 MILES TO FENCE CORNER AND
 DV1124'THE AZIMUTH MARK, BEAR RIGHT AND GO NORTH-NORTHEASTERLY ON
 DV1124'TRACK ROAD FOR 0.4 MILE TO STATION AS DESCRIBED.
 DV1124'
 DV1124'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FIVE 1962, IS
 DV1124'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV1124'ABOUT 4 INCHES.  THE MARK IS 22 FEET EAST OF THE CENTER OF
 DV1124'TRACK ROAD AND 8 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 DV1124'
 DV1124'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FIVE NO
 DV1124'1 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DV1124'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  THE MARK IS 58.5
 DV1124'FEET EAST-NORTHEAST OF THE WITNESS POST.
 DV1124'
 DV1124'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FIVE NO
 DV1124'2 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 DV1124'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  THE MARK IS 73.6 FEET
 DV1124'SOUTH OF THE WITNESS POST.
 DV1124'
 DV1124'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED FIVE 1962, IS
 DV1124'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV1124'ABOVE THE GROUND ABOUT 6 INCHES.  THE MARK IS 7 FEET SOUTHEAST
 DV1124'OF THE FENCE CORNER AND WITNESS POST AND 1.5 FEET NORTHEAST
 DV1124'OF THE FENCE.
 DV1124'
 DV1124'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 DV1124
 DV1124                          STATION RECOVERY (1962)
 DV1124
 DV1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1124'18.0 MI SW FROM SALOME.
 DV1124'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1124'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1124'THENCE 3.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1124'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE
 DV1124'ABOUT 0.2 MILE SOUTH IN FLAT OPEN DESERT, 7.9 FEET SOUTHEAST OF A
 DV1124'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 DV1124'INCHES.
 DV1124
 DV1124                          STATION RECOVERY (1981)
 DV1124
 DV1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1124'RECOVERED AS DESCRIBED.
 DV1124
 DV1124                          STATION RECOVERY (1987)
 DV1124
 DV1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2237 ***********************************************************************
 DV2237  DESIGNATION -  FIVE
 DV2237  PID         -  DV2237
 DV2237  STATE/COUNTY-  AZ/MARICOPA
 DV2237  USGS QUAD   -  FOWLER (1982)
 DV2237
 DV2237                         *CURRENT SURVEY CONTROL
 DV2237  ___________________________________________________________________
 DV2237* NAD 83(2007)-  33 27 43.46808(N)    112 10 10.25404(W)     NO CHECK  
 DV2237* NAVD 88     -       327.9    (meters)    1076.     (feet)  VERTCON   
 DV2237  ___________________________________________________________________
 DV2237  EPOCH DATE  -        2007.00
 DV2237  X           -  -2,009,997.008 (meters)                     COMP
 DV2237  Y           -  -4,932,848.119 (meters)                     COMP
 DV2237  Z           -   3,496,990.057 (meters)                     COMP
 DV2237  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 DV2237  ELLIP HEIGHT-         297.841 (meters)          (02/10/07) NO CHECK
 DV2237  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV2237
 DV2237  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2237  Type    PID    Designation                      North   East  Ellip
 DV2237  -------------------------------------------------------------------
 DV2237  NETWORK DV2237 FIVE                              2.78   2.25  12.47
 DV2237  -------------------------------------------------------------------
 DV2237
 DV2237.The horizontal coordinates were established by GPS observations
 DV2237.and adjusted by the National Geodetic Survey in February 2007.
 DV2237
 DV2237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2237.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2237.No horizontal observational check was made to the station.
 DV2237.The horizontal coordinates are valid at the epoch date displayed above.
 DV2237.The epoch date for horizontal control is a decimal equivalence
 DV2237.of Year/Month/Day.
 DV2237
 DV2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2237
 DV2237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2237
 DV2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2237
 DV2237.The ellipsoidal height was determined by GPS observations
 DV2237.and is referenced to NAD 83.
 DV2237
 DV2237.The geoid height was determined by GEOID03.
 DV2237
 DV2237;                    North         East     Units Scale Factor Converg.
 DV2237;SPC AZ C     -   273,023.034   189,856.768   MT  0.99990681   -0 08 21.9
 DV2237;SPC AZ C     -   895,744.86    622,889.66   iFT  0.99990681   -0 08 21.9
 DV2237;UTM  12      - 3,703,126.111   391,318.830   MT  0.99974562   -0 38 41.7
 DV2237
 DV2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2237!SPC AZ C     -   0.99995324  x   0.99990681  =   0.99986006
 DV2237!UTM  12      -   0.99995324  x   0.99974562  =   0.99969888
 DV2237
 DV2237                          SUPERSEDED SURVEY CONTROL
 DV2237
 DV2237  ELLIP H (06/11/02)  297.882  (m)                       GP(       ) 4 2
 DV2237  NAD 83(1992)-  33 27 43.46642(N)    112 10 10.25386(W) AD(       ) 1
 DV2237  ELLIP H (08/23/93)  297.971  (m)                       GP(       ) 4 2
 DV2237  NAD 83(1986)-  33 27 43.46061(N)    112 10 10.25921(W) AD(       ) 1
 DV2237  NGVD 29 (09/11/89)  327.2    (m)         1073.     (f) GPS OBS     3  
 DV2237
 DV2237.Superseded values are not recommended for survey control.
 DV2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2237.See file dsdata.txt to determine how the superseded data were derived.
 DV2237
 DV2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9131903126(NAD 83)
 DV2237_MARKER: DD = SURVEY DISK
 DV2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2237+STABILITY: SURFACE MOTION
 DV2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2237+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 DV2237
 DV2237  HISTORY     - Date     Condition        Report By
 DV2237  HISTORY     - 1986     MONUMENTED       AZDT
 DV2237  HISTORY     - 19960217 GOOD             USPSQD
 DV2237  HISTORY     - 20060325 GOOD             USPSQD
 DV2237  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV2237  HISTORY     - 20070914 GOOD             GEOCAC
 DV2237
 DV2237                          STATION DESCRIPTION
 DV2237
 DV2237'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2237'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) WEST-NORTHWEST OF
 DV2237'DOWNTOWN PHOENIX, ARIZONA.
 DV2237'
 DV2237'TO REACH THE STATION, GO TO THE INTERSECTION OF INTERSTATE HWY. 10
 DV2237'AND 51ST AVENUE IN PHOENIX AND TO THE STATION ON THE SOUTHWEST
 DV2237'CORNER.
 DV2237'
 DV2237'THE STATION IS A STANDARD AGS DISK
 DV2237'STAMPED---FIVE 1986---,
 DV2237'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2237'25 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 DV2237'7.89 METERS (25.9 FT) SOUTH FROM A CHAIN LINK FENCE,
 DV2237'1.52 METERS (5.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2237'1.34 METERS (4.4 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2237'33.34 METERS (109.4 FT) WEST FROM THE 51ST AVENUE MEDIAN CENTERLINE,
 DV2237'13.1 METERS (43.0 FT) NORTH FROM A CHAIN LINK RIGHT-OF-WAY FENCE.
 DV2237'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2237'STAMPED---FIVE 1986---,
 DV2237'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2237
 DV2237                          STATION RECOVERY (1996)
 DV2237
 DV2237'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2237'RECOVERED IN GOOD CONDITION.
 DV2237
 DV2237                          STATION RECOVERY (2006)
 DV2237
 DV2237'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2237'RECOVERED IN GOOD CONDITION.
 DV2237
 DV2237                          STATION RECOVERY (2007)
 DV2237
 DV2237'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2237'MARK NOT FOUND.
 DV2237
 DV2237                          STATION RECOVERY (2007)
 DV2237
 DV2237'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0903 ***********************************************************************
 FQ0903  DESIGNATION -  FIVE
 FQ0903  PID         -  FQ0903
 FQ0903  STATE/COUNTY-  AZ/NAVAJO
 FQ0903  USGS QUAD   -  SUN ALTAR (1991)
 FQ0903
 FQ0903                         *CURRENT SURVEY CONTROL
 FQ0903  ___________________________________________________________________
 FQ0903* NAD 83(1992)-  35 45 25.17947(N)    110 22 06.43224(W)     ADJUSTED  
 FQ0903* NAVD 88     -      1933.9    (meters)    6345.     (feet)  VERTCON   
 FQ0903  ___________________________________________________________________
 FQ0903  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 FQ0903  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 FQ0903  HORZ ORDER  -  THIRD
 FQ0903
 FQ0903.The horizontal coordinates were established by classical geodetic methods
 FQ0903.and adjusted by the National Geodetic Survey in August 1993.
 FQ0903
 FQ0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0903
 FQ0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0903
 FQ0903.The geoid height was determined by GEOID03.
 FQ0903
 FQ0903;                    North         East     Units Scale Factor Converg.
 FQ0903;SPC AZ E     -   527,571.240   195,112.324   MT  0.99990410   -0 07 04.5
 FQ0903;SPC AZ E     - 1,730,876.77    640,132.30   iFT  0.99990410   -0 07 04.5
 FQ0903;UTM  12      - 3,957,179.993   557,094.275   MT  0.99964017   +0 22 08.6
 FQ0903
 FQ0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0903!SPC AZ E     -   0.99970002  x   0.99990410  =   0.99960415
 FQ0903!UTM  12      -   0.99970002  x   0.99964017  =   0.99934030
 FQ0903
 FQ0903|---------------------------------------------------------------------|
 FQ0903| PID    Reference Object                     Distance      Geod. Az  |
 FQ0903|                                                           dddmmss.s |
 FQ0903| CR9971 FIVE RM 2                             5.005 METERS 06901     |
 FQ0903| CR9970 FIVE RM 1                             9.181 METERS 18943     |
 FQ0903| FQ0915 SHONGOPOVI                          APPROX.18.6 KM 2860834.9 |
 FQ0903|---------------------------------------------------------------------|
 FQ0903
 FQ0903                          SUPERSEDED SURVEY CONTROL
 FQ0903
 FQ0903  NAD 83(1986)-  35 45 25.18083(N)    110 22 06.43225(W) AD(       ) 3
 FQ0903  NGVD 29 (02/23/90) 1933.0    (m)         6342.     (f) VERT ANG    3  
 FQ0903
 FQ0903.Superseded values are not recommended for survey control.
 FQ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0903.See file dsdata.txt to determine how the superseded data were derived.
 FQ0903
 FQ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5709457180(NAD 83)
 FQ0903_MARKER: DS = TRIANGULATION STATION DISK
 FQ0903_SETTING: 80 = SET IN A BOULDER
 FQ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0903+STABILITY: SURFACE MOTION
 FQ0903
 FQ0903  HISTORY     - Date     Condition        Report By
 FQ0903  HISTORY     - 1965     MONUMENTED       USGS
 FQ0903
 FQ0903                          STATION DESCRIPTION
 FQ0903
 FQ0903'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0903'LOCATED ABOUT 9 MI SW. OF KEAMS CANYON, ABOUT 5 MI S. OF POLACCA.
 FQ0903'ON EAST END OF LONE MESA KNOWN AS FIVE HOUSES BUTTE.
 FQ0903'
 FQ0903'TO REACH FROM POLACCA TRADING POST, GO 0.9 MI W. ALONG HWY. 264.
 FQ0903'TURN LEFT FOLLOWING RD. 1.7 MI E. TO Y-RD.  TAKE RIGHT FORK 4 MI
 FQ0903'S.  TURN RIGHT FOLLOWING RD. UP RIDGE 0.3 MI W. ALONG FENCE LINE
 FQ0903'TO END OF TRUCK TRAVEL.  A 20-MINUTE PACK.
 FQ0903'
 FQ0903'STATION MARK--STANDARD TABLET STAMPED---FIVE 1964---, CEMENTED IN
 FQ0903'ROCK LEVEL WITH GROUND.
 FQ0903'
 FQ0903'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1964---, CEMENTED IN
 FQ0903'ROCK.
 FQ0903'
 FQ0903'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1964---, CEMENTED IN
 FQ0903'ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0986 ***********************************************************************
 ES0986  DESIGNATION -  FIVE MILE
 ES0986  PID         -  ES0986
 ES0986  STATE/COUNTY-  AZ/COCONINO
 ES0986  USGS QUAD   -  STRAWBERRY (1967)
 ES0986
 ES0986                         *CURRENT SURVEY CONTROL
 ES0986  ___________________________________________________________________
 ES0986* NAD 83(1992)-  34 25 54.77375(N)    111 30 06.34997(W)     ADJUSTED  
 ES0986* NAVD 88     -      2084.9    (meters)    6840.     (feet)  VERTCON   
 ES0986  ___________________________________________________________________
 ES0986  LAPLACE CORR-           9.00  (seconds)                    DEFLEC99
 ES0986  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 ES0986  HORZ ORDER  -  SECOND
 ES0986
 ES0986.The horizontal coordinates were established by classical geodetic methods
 ES0986.and adjusted by the National Geodetic Survey in August 1993.
 ES0986
 ES0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0986
 ES0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0986
 ES0986.The geoid height was determined by GEOID03.
 ES0986
 ES0986;                    North         East     Units Scale Factor Converg.
 ES0986;SPC AZ C     -   380,634.151   251,491.938   MT  0.99991792   +0 14 04.6
 ES0986;SPC AZ C     - 1,248,799.71    825,104.78   iFT  0.99991792   +0 14 04.6
 ES0986;SPC AZ E     -   381,364.531    90,653.284   MT  1.00008554   -0 45 18.0
 ES0986;SPC AZ E     - 1,251,195.97    297,418.91   iFT  1.00008554   -0 45 18.0
 ES0986;UTM  12      - 3,810,157.981   453,898.799   MT  0.99962620   -0 17 01.4
 ES0986
 ES0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0986!SPC AZ C     -   0.99967674  x   0.99991792  =   0.99959468
 ES0986!SPC AZ E     -   0.99967674  x   1.00008554  =   0.99976225
 ES0986!UTM  12      -   0.99967674  x   0.99962620  =   0.99930306
 ES0986
 ES0986|---------------------------------------------------------------------|
 ES0986| PID    Reference Object                     Distance      Geod. Az  |
 ES0986|                                                           dddmmss.s |
 ES0986| CH2281 FIVE MILE RM 1                       12.295 METERS 01334     |
 ES0986| ES0988 HACKBERRY                           APPROX.19.2 KM 2671952.7 |
 ES0986| CH2282 FIVE MILE RM 2                       16.682 METERS 29107     |
 ES0986|---------------------------------------------------------------------|
 ES0986
 ES0986                          SUPERSEDED SURVEY CONTROL
 ES0986
 ES0986  NAD 83(1986)-  34 25 54.76569(N)    111 30 06.35235(W) AD(       ) 2
 ES0986  NAD 27      -  34 25 54.66600(N)    111 30 03.84000(W) AD(       ) 2
 ES0986  NGVD 29 (07/19/86) 2084.0    (m)         6837.     (f) VERT ANG    3  
 ES0986
 ES0986.Superseded values are not recommended for survey control.
 ES0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0986.See file dsdata.txt to determine how the superseded data were derived.
 ES0986
 ES0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5389910158(NAD 83)
 ES0986_MARKER: DS = TRIANGULATION STATION DISK
 ES0986_SETTING: 80 = SET IN A BOULDER
 ES0986_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES0986
 ES0986  HISTORY     - Date     Condition        Report By
 ES0986  HISTORY     - 1947     MONUMENTED       CGS
 ES0986  HISTORY     - 1972     GOOD             AZHD
 ES0986  HISTORY     - 20080712 MARK NOT FOUND   GEOCAC
 ES0986
 ES0986                          STATION DESCRIPTION
 ES0986
 ES0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 ES0986'STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF PINE AND
 ES0986'ABOUT 2.7 MILES EAST-SOUTHEAST OF THE INTERSECTION OF YAVAPAI,
 ES0986'GILA AND COCONINO COUNTY LINE.  IT IS ABOUT 0.3 MILE SOUTHWEST
 ES0986'OF FIVE MILE LAKE AND ABOUT 0.3 MILE SOUTH OF THE PINE TO
 ES0986'FLAGSTAFF ROAD ON THE HIGHEST POINT OF A LOW KNOLL, 12 PACES
 ES0986'SOUTH-SOUTHEAST OF A 16-INCH PINE TREE WITH TRIANGLE BLAZE AND
 ES0986'10 PACES SOUTH-SOUTHWEST OF A LARGE PINE WITH THREE BLAZES.  THE
 ES0986'MARK PROJECTS 6 INCHES AND IS STAMPED--FIVE MILE 1946.
 ES0986'
 ES0986'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 ES0986'STATION, PROJECTS ABOUT 7 INCHES AND IS STAMPED--FIVE MILE NO 1
 ES0986'1946.
 ES0986'
 ES0986'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 ES0986'STATION, PROJECTS ABOUT 12 INCHES AND IS STAMPED--FIVE MILE NO 2
 ES0986'1946.
 ES0986'
 ES0986'NO AZIMUTH MARK WAS ESTABLISHED AS THE STATION IS IN A HEAVILY
 ES0986'WOODED AREA AND NO PRACTICAL LOCATION IS VISIBLE FROM THE GROUND.
 ES0986'
 ES0986'TO REACH FROM THE POST OFFICE AT PINE.  GO NORTH ON THE WINSLOW
 ES0986'AND FLAGSTAFF ROAD FOR 3.2 MILES TO A SIDE ROAD LEFT TO CAMP
 ES0986'VERDE.  KEEP TO THE RIGHT ON THE MAIN TRAVELED ROAD AND CONTINUE
 ES0986'FOR 3.65 MILES UP-HILL TO A DIM TRACK ROAD ON RIGHT AND SEVERAL
 ES0986'BLAZES ON SMALL TREES ON LEFT.  TURN RIGHT ON DIM TRACKS FOR 0.2
 ES0986'MILE.  HERE LEAVE DIM TRACKS AND TURN TO THE RIGHT AND FOLLOW
 ES0986'BLAZES FOR 0.15 MILE TO STATION SITE AS DESCRIBED ABOVE.  A
 ES0986'DRIVE STATION.
 ES0986
 ES0986                          STATION RECOVERY (1972)
 ES0986
 ES0986'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES0986'GENERAL LOCATION AS PER DESCRIPTION.
 ES0986'
 ES0986'TO REACH AS PER DESCRIPTION.
 ES0986'
 ES0986'STATION MARK AS PER DESCRIPTION.
 ES0986'
 ES0986'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ES0986'
 ES0986'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES0986
 ES0986                          STATION RECOVERY (2008)
 ES0986
 ES0986'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0986'DISKS FOR STATION FIVE MILE,  RM 1 AND RM 2 HAVE BEEN REMOVED FROM
 ES0986'THEIR RESPECTIVE
 ES0986'BOULDERS.  LOCATED THE THREE BOULDERS WHICH SHOWED SIGNS OF MOUNTING
 ES0986'CEMENT AT THE CORRECT
 ES0986'LOCATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1123 ***********************************************************************
 DV1123  DESIGNATION -  FIVE RM 1
 DV1123  PID         -  DV1123
 DV1123  STATE/COUNTY-  AZ/LA PAZ
 DV1123  USGS QUAD   -  HOPE SW (1990)
 DV1123
 DV1123                         *CURRENT SURVEY CONTROL
 DV1123  ___________________________________________________________________
 DV1123* NAD 83(1986)-  33 36 56.     (N)    113 40 43.     (W)     SCALED    
 DV1123* NAVD 88     -       382.08   (+/-2cm)    1253.5    (feet)  VERTCON   
 DV1123  ___________________________________________________________________
 DV1123  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1123
 DV1123.The horizontal coordinates were scaled from a topographic map and have
 DV1123.an estimated accuracy of +/- 6 seconds.
 DV1123
 DV1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1123.The vertical order pertains to the NGVD 29 superseded value.
 DV1123
 DV1123.The geoid height was determined by GEOID03.
 DV1123
 DV1123;                    North         East    Units  Estimated Accuracy
 DV1123;SPC AZ W     -   290,030.      219,980.      MT  (+/- 180 meters Scaled)
 DV1123
 DV1123                          SUPERSEDED SURVEY CONTROL
 DV1123
 DV1123  NGVD 29 (??/??/92)  381.412  (m)         1251.35   (f) ADJ UNCH    2 0
 DV1123
 DV1123.Superseded values are not recommended for survey control.
 DV1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1123.See file dsdata.txt to determine how the superseded data were derived.
 DV1123
 DV1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC514227(NAD 83)
 DV1123_MARKER: DR = REFERENCE MARK DISK
 DV1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1123_STAMPING: FIVE NO 1 1962
 DV1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1123+STABILITY: SURFACE MOTION
 DV1123
 DV1123  HISTORY     - Date     Condition        Report By
 DV1123  HISTORY     - 1962     MONUMENTED       CGS
 DV1123  HISTORY     - 19870212 GOOD             USGS
 DV1123
 DV1123                          STATION DESCRIPTION
 DV1123
 DV1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1123'18.0 MI SW FROM SALOME.
 DV1123'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1123'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1123'THENCE 3.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1123'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE
 DV1123'ABOUT 0.2 MILE SOUTH, IN FLAT OPEN DESERT, 59.7 FEET NORTHEAST OF
 DV1123'TRAVERSE STATION FIVE, 58.4 FEET NORTHEAST OF A METAL WITNESS POST,
 DV1123'AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1123
 DV1123                          STATION RECOVERY (1987)
 DV1123
 DV1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1125 ***********************************************************************
 DV1125  DESIGNATION -  FIVE RM 2
 DV1125  PID         -  DV1125
 DV1125  STATE/COUNTY-  AZ/LA PAZ
 DV1125  USGS QUAD   -  HOPE SW (1990)
 DV1125
 DV1125                         *CURRENT SURVEY CONTROL
 DV1125  ___________________________________________________________________
 DV1125* NAD 83(1986)-  33 36 56.     (N)    113 40 43.     (W)     SCALED    
 DV1125* NAVD 88     -       381.87   (+/-2cm)    1252.9    (feet)  VERTCON   
 DV1125  ___________________________________________________________________
 DV1125  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1125
 DV1125.The horizontal coordinates were scaled from a topographic map and have
 DV1125.an estimated accuracy of +/- 6 seconds.
 DV1125
 DV1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1125.The vertical order pertains to the NGVD 29 superseded value.
 DV1125
 DV1125.The geoid height was determined by GEOID03.
 DV1125
 DV1125;                    North         East    Units  Estimated Accuracy
 DV1125;SPC AZ W     -   290,030.      219,980.      MT  (+/- 180 meters Scaled)
 DV1125
 DV1125                          SUPERSEDED SURVEY CONTROL
 DV1125
 DV1125  NGVD 29 (??/??/92)  381.199  (m)         1250.65   (f) ADJ UNCH    2 0
 DV1125
 DV1125.Superseded values are not recommended for survey control.
 DV1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1125.See file dsdata.txt to determine how the superseded data were derived.
 DV1125
 DV1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC514227(NAD 83)
 DV1125_MARKER: DR = REFERENCE MARK DISK
 DV1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1125_STAMPING: FIVE NO 2 1962
 DV1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1125+STABILITY: SURFACE MOTION
 DV1125
 DV1125  HISTORY     - Date     Condition        Report By
 DV1125  HISTORY     - 1962     MONUMENTED       CGS
 DV1125  HISTORY     - 19870212 GOOD             USGS
 DV1125
 DV1125                          STATION DESCRIPTION
 DV1125
 DV1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1125'18.0 MI SW FROM SALOME.
 DV1125'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1125'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED ROAD, THENCE
 DV1125'3.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1125'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE ABOUT 0.2
 DV1125'MILE SOUTH IN FLAT OPEN DESERT, 65.9 FEET SOUTHEAST OF TRAVERSE
 DV1125'STATION FIVE, 73.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN
 DV1125'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1125
 DV1125                          STATION RECOVERY (1987)
 DV1125
 DV1125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0313 ***********************************************************************
 FQ0313  DESIGNATION -  FLAG
 FQ0313  PID         -  FQ0313
 FQ0313  STATE/COUNTY-  AZ/COCONINO
 FQ0313  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0313
 FQ0313                         *CURRENT SURVEY CONTROL
 FQ0313  ___________________________________________________________________
 FQ0313* NAD 83(1992)-  35 11 28.94903(N)    111 36 38.14962(W)     ADJUSTED  
 FQ0313* NAVD 88     -      2098.802  (meters)    6885.82   (feet)  POSTED    
 FQ0313  ___________________________________________________________________
 FQ0313  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FQ0313  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0313  DYNAMIC HT  -        2095.820 (meters)    6876.04  (feet)  COMP
 FQ0313  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0313
 FQ0313  HORZ ORDER  -  SECOND
 FQ0313  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0313
 FQ0313.The horizontal coordinates were established by classical geodetic methods
 FQ0313.and adjusted by the National Geodetic Survey in August 1993.
 FQ0313
 FQ0313.The orthometric height was determined by differential leveling
 FQ0313.and adjusted by the  in 1992.
 FQ0313.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0313.rate of 1.1 thru 2.0 mm/km.
 FQ0313
 FQ0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0313
 FQ0313.The geoid height was determined by GEOID03.
 FQ0313
 FQ0313.The dynamic height is computed by dividing the NAVD 88
 FQ0313.geopotential number by the normal gravity value computed on the
 FQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0313.degrees latitude (g = 980.6199 gals.).
 FQ0313
 FQ0313.The modeled gravity was interpolated from observed gravity values.
 FQ0313
 FQ0313;                    North         East     Units Scale Factor Converg.
 FQ0313;SPC AZ C     -   464,846.556   241,232.578   MT  0.99990957   +0 10 35.0
 FQ0313;SPC AZ C     - 1,525,087.13    791,445.47   iFT  0.99990957   +0 10 35.0
 FQ0313;UTM  12      - 3,894,436.837   444,411.683   MT  0.99963808   -0 21 06.8
 FQ0313
 FQ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0313!SPC AZ C     -   0.99967431  x   0.99990957  =   0.99958391
 FQ0313!UTM  12      -   0.99967431  x   0.99963808  =   0.99931251
 FQ0313
 FQ0313|---------------------------------------------------------------------|
 FQ0313| PID    Reference Object                     Distance      Geod. Az  |
 FQ0313|                                                           dddmmss.s |
 FQ0313| FQ0312 FLAG RM 2                            30.553 METERS 00130     |
 FQ0313| CH2283 FLAG AZ MK                                         0745331.7 |
 FQ0313| FQ0311 FLAG RM 1                            25.951 METERS 23607     |
 FQ0313|---------------------------------------------------------------------|
 FQ0313
 FQ0313                          SUPERSEDED SURVEY CONTROL
 FQ0313
 FQ0313  NAD 83(1986)-  35 11 28.94394(N)    111 36 38.14844(W) AD(       ) 2
 FQ0313  NAD 27      -  35 11 28.90442(N)    111 36 35.56276(W) AD(       ) 2
 FQ0313  NGVD 29 (??/??/92) 2097.768  (m)         6882.43   (f) ADJ UNCH    2 0
 FQ0313
 FQ0313.Superseded values are not recommended for survey control.
 FQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0313.See file dsdata.txt to determine how the superseded data were derived.
 FQ0313
 FQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4441294437(NAD 83)
 FQ0313_MARKER: DS = TRIANGULATION STATION DISK
 FQ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0313_STAMPING: FLAG 1958
 FQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0313+STABILITY: SURFACE MOTION
 FQ0313
 FQ0313  HISTORY     - Date     Condition        Report By
 FQ0313  HISTORY     - 1958     MONUMENTED       CGS
 FQ0313  HISTORY     - 1958     GOOD             CGS
 FQ0313  HISTORY     - 1959     GOOD             CGS
 FQ0313  HISTORY     - 1974     GOOD             NGS
 FQ0313  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0313
 FQ0313                          STATION DESCRIPTION
 FQ0313
 FQ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0313'THE STATION IS ON A LOW WOODED RIDGE ABOUT 1.5 MILES SOUTHEAST
 FQ0313'OF FLAGSTAFF.
 FQ0313'
 FQ0313'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0313'FLAGSTAFF, GO EASTERLY ON U.S. HIGHWAY 66 AND 89 FOR 1.2 MILES
 FQ0313'TO AN UNPAVED ROAD ON THE RIGHT.  TURN RIGHT ACROSS THE RAILROAD
 FQ0313'TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL, KEEP
 FQ0313'STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T ROAD, TAKE THE
 FQ0313'LEFT AND GO EASTWARD FOR 0.6 MILE TO A FORK AND SIGN HEROLD
 FQ0313'RANCH.  FOLLOW THE ROAD RIGHT TOWARD THE HEROLD RANCH FOR 0.1 MILE
 FQ0313'TO A TRACK ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO A POWER
 FQ0313'LINE, TURN LEFT BENEATH THE TRANSMISSION LINE AND GO 0.2
 FQ0313'MILE TO THE TOP OF THE LOW RIDGE AND THE STATION ON THE LEFT.
 FQ0313'
 FQ0313'THE STATION MARK IS A STANDARD DISK STAMPED FLAG 1958, SET IN
 FQ0313'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 75
 FQ0313'FEET NORTH OF POWER POLE NUMBER 2/10, 48 FEET NORTH OF A 12-INCH
 FQ0313'PINE WITH A TRIANGULAR BLAZE AND 12 FEET NORTH OF A WITNESS
 FQ0313'POST.
 FQ0313'
 FQ0313'R.M. 1 IS A STANDARD DISK STAMPED FLAG NO 1 1958, SET IN A DRILL
 FQ0313'HOLE IN BEDROCK THAT PROJECTS 5 INCHES.  IT IS 84 FEET WEST
 FQ0313'OF THE WITNESS POST AND 65 FEET WEST OF THE PINE WITH THE
 FQ0313'TRIANGULAR BLAZE.
 FQ0313'
 FQ0313'R.M. 2 IS A STANDARD DISK STAMPED FLAG NO 2 1958, SET IN A DRILL
 FQ0313'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 112 FEET NORTH OF THE
 FQ0313'WITNESS POST.
 FQ0313
 FQ0313                          STATION RECOVERY (1958)
 FQ0313
 FQ0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0313'1.5 MI SE FROM FLAGSTAFF.
 FQ0313'1.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0313'DEPOT IN FLAGSTAFF TO AN UNPAVED ROAD ON THE RIGHT, TURN RIGHT ACROSS
 FQ0313'THE RAILROAD TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL,
 FQ0313'KEEP STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T-ROAD, TURN LEFT
 FQ0313'AND GO EAST FOR 0.6 MILE TO A FORK AND SIGN HEROLD RANCH, FOLLOW THE
 FQ0313'ROAD TOWARDS HEROLD RANCH FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT
 FQ0313'AND GO 0.2 MILE TO A POWER LINE, TURN LEFT BENEATH THE TRANSMISSION
 FQ0313'LINE AND GO 0.2 MILE TO THE TOP OF A LOW RIDGE, 75 FEET NORTH OF POWER
 FQ0313'POLE NUMBER 2/10, 48 FEET NORTH OF A 12 INCH PINE WITH A TRIANGULAR
 FQ0313'BLAZE, 12 FEET NORTH OF A WITNESS POST AND SET IN THE TOP OF A 12 INCH
 FQ0313'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 FQ0313
 FQ0313                          STATION RECOVERY (1959)
 FQ0313
 FQ0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0313'THE STATION WAS RECOVERED, THE STATION MARK AND REFERENCE MARKS
 FQ0313'WERE FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 FQ0313'NOT OBSERVED AT THIS TIME.  AN AZIMUTH MARK WAS ESTABLISHED
 FQ0313'FOR THE STATION.  A DESCRIPTION AND A TO REACH FOR THE AZIMUTH
 FQ0313'MARK FOLLOWS--TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 FQ0313'EAST ON A TRACK ROAD FOLLOWING A HIGH POWER LINE FOR 0.6 MILE
 FQ0313'TO THE AZIMUTH MARK.
 FQ0313'
 FQ0313'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAG 1959, SET
 FQ0313'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 23
 FQ0313'FEET SOUTH OF THE CENTER OF THE POWER LINE, ABOUT HALF WAY
 FQ0313'BETWEEN POWER POLES NO. 32 AND 33 AND 2.7 FEET NORTH OF A
 FQ0313'WITNESS POST.
 FQ0313
 FQ0313                          STATION RECOVERY (1974)
 FQ0313
 FQ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0313'THE STATION MARK R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE
 FQ0313'RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0313'REFERENCE MARKS CHECK ABOUT 1 MINUTE.  THE DISTANCE TO R.M. 1
 FQ0313'CHECKS 0.079 METER AND R.M. 2 CHECKS 0.012 METER.
 FQ0313'
 FQ0313'TO REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN
 FQ0313'FLAGSTAFF, GO EAST ALONG U.S. HIGHWAY 66 FOR 1.2 MILES TO
 FQ0313'BUTLER AVENUE.  TURN RIGHT AND GO SOUTH ALONG BUTLER AVENUE
 FQ0313'0.3 MILE TO A T-ROAD.  TURN LEFT FOR 0.6 MILE PASSING UNDER I-40
 FQ0313'TO LITTLE AMERICA ON THE RIGHT, CONTINUE AHEAD 0.15 MILE TO A
 FQ0313'FORK.  TURN RIGHT PER SIGN HAROLD RANCH AND GO 0.3 MILE TO A
 FQ0313'POWER LINE.  TURN LEFT ALONG POWER LINE ROAD FOR 0.2 MILE TO
 FQ0313'THE STATION ON THE LEFT.
 FQ0313'
 FQ0313'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0313'
 FQ0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 FQ0313'SOUTHEAST OF FLAGSTAFF.
 FQ0313
 FQ0313                          STATION RECOVERY (2007)
 FQ0313
 FQ0313'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0313'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION, AND DID
 FQ0313'NOT FIND REFERENCE MARK 2, AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 FQ0313'THE DESCRIPTION - THE WITNESS POST HAS BEEN REMOVED, AND REFERENCE
 FQ0313'MARK 2 MAY BE OBSCURED BY THE VEGETATION ON THE FOREST FLOOR. THE
 FQ0313'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0311 ***********************************************************************
 FQ0311  DESIGNATION -  FLAG RM 1
 FQ0311  PID         -  FQ0311
 FQ0311  STATE/COUNTY-  AZ/COCONINO
 FQ0311  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0311
 FQ0311                         *CURRENT SURVEY CONTROL
 FQ0311  ___________________________________________________________________
 FQ0311* NAD 83(1986)-  35 11 28.     (N)    111 36 38.     (W)     SCALED    
 FQ0311* NAVD 88     -      2097.637  (meters)    6882.00   (feet)  POSTED    
 FQ0311  ___________________________________________________________________
 FQ0311  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0311  DYNAMIC HT  -        2094.660 (meters)    6872.23  (feet)  COMP
 FQ0311  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0311
 FQ0311  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0311
 FQ0311.The horizontal coordinates were scaled from a topographic map and have
 FQ0311.an estimated accuracy of +/- 6 seconds.
 FQ0311
 FQ0311.The orthometric height was determined by differential leveling
 FQ0311.and adjusted by the  in 1992.
 FQ0311.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0311.rate of 1.1 thru 2.0 mm/km.
 FQ0311
 FQ0311.The geoid height was determined by GEOID03.
 FQ0311
 FQ0311.The dynamic height is computed by dividing the NAVD 88
 FQ0311.geopotential number by the normal gravity value computed on the
 FQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0311.degrees latitude (g = 980.6199 gals.).
 FQ0311
 FQ0311.The modeled gravity was interpolated from observed gravity values.
 FQ0311
 FQ0311;                    North         East    Units  Estimated Accuracy
 FQ0311;SPC AZ C     -   464,820.      241,240.      MT  (+/- 180 meters Scaled)
 FQ0311
 FQ0311                          SUPERSEDED SURVEY CONTROL
 FQ0311
 FQ0311  NGVD 29 (??/??/92) 2096.603  (m)         6878.60   (f) ADJ UNCH    2 0
 FQ0311
 FQ0311.Superseded values are not recommended for survey control.
 FQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0311.See file dsdata.txt to determine how the superseded data were derived.
 FQ0311
 FQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD444944(NAD 83)
 FQ0311_MARKER: DR = REFERENCE MARK DISK
 FQ0311_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0311_SP_SET: BEDROCK
 FQ0311_STAMPING: FLAG NO 1 1958
 FQ0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0311+STABILITY: POSITION/ELEVATION WELL
 FQ0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0311+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 FQ0311
 FQ0311  HISTORY     - Date     Condition        Report By
 FQ0311  HISTORY     - 1958     MONUMENTED       CGS
 FQ0311  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0311
 FQ0311                          STATION DESCRIPTION
 FQ0311
 FQ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0311'1.5 MI SE FROM FLAGSTAFF.
 FQ0311'1.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0311'DEPOT IN FLAGSTAFF TO AN UNPAVED ROAD ON THE RIGHT, TURN RIGHT ACROSS
 FQ0311'THE RAILROAD TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL,
 FQ0311'KEEP STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T-ROAD, TURN LEFT
 FQ0311'AND GO EAST FOR 0.6 MILE TO A FORK AND SIGN HEROLD RANCH, FOLLOW THE
 FQ0311'ROAD TOWARDS HEROLD RANCH FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT
 FQ0311'AND GO 0.2 MILE TO A POWER LINE, TURN LEFT AT THE TRANSMISSION LINE
 FQ0311'AND GO 0.2 MILE TO THE TOP OF A LOW RIDGE, 84 FEET WEST OF A WITNESS
 FQ0311'POST, 65 FEET WEST OF A TRIANGULAR BLAZED PINE TREE AND CEMENTED IN A
 FQ0311'DRILL HOLE IN BEDROCK THAT PROJECTS 5 INCHES.
 FQ0311
 FQ0311                          STATION RECOVERY (2007)
 FQ0311
 FQ0311'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0311'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 FQ0311'35 11 28.6 (N)   111 36 38.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0312 ***********************************************************************
 FQ0312  DESIGNATION -  FLAG RM 2
 FQ0312  PID         -  FQ0312
 FQ0312  STATE/COUNTY-  AZ/COCONINO
 FQ0312  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0312
 FQ0312                         *CURRENT SURVEY CONTROL
 FQ0312  ___________________________________________________________________
 FQ0312* NAD 83(1986)-  35 11 28.     (N)    111 36 38.     (W)     SCALED    
 FQ0312* NAVD 88     -      2098.834  (meters)    6885.92   (feet)  POSTED    
 FQ0312  ___________________________________________________________________
 FQ0312  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0312  DYNAMIC HT  -        2095.850 (meters)    6876.13  (feet)  COMP
 FQ0312  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0312
 FQ0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0312
 FQ0312.The horizontal coordinates were scaled from a topographic map and have
 FQ0312.an estimated accuracy of +/- 6 seconds.
 FQ0312
 FQ0312.The orthometric height was determined by differential leveling
 FQ0312.and adjusted by the  in 1992.
 FQ0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0312.rate of 1.1 thru 2.0 mm/km.
 FQ0312
 FQ0312.The geoid height was determined by GEOID03.
 FQ0312
 FQ0312.The dynamic height is computed by dividing the NAVD 88
 FQ0312.geopotential number by the normal gravity value computed on the
 FQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0312.degrees latitude (g = 980.6199 gals.).
 FQ0312
 FQ0312.The modeled gravity was interpolated from observed gravity values.
 FQ0312
 FQ0312;                    North         East    Units  Estimated Accuracy
 FQ0312;SPC AZ C     -   464,820.      241,240.      MT  (+/- 180 meters Scaled)
 FQ0312
 FQ0312                          SUPERSEDED SURVEY CONTROL
 FQ0312
 FQ0312  NGVD 29 (??/??/92) 2097.800  (m)         6882.53   (f) ADJ UNCH    2 0
 FQ0312
 FQ0312.Superseded values are not recommended for survey control.
 FQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0312.See file dsdata.txt to determine how the superseded data were derived.
 FQ0312
 FQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD444944(NAD 83)
 FQ0312_MARKER: DB = BENCH MARK DISK
 FQ0312_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0312_SP_SET: BEDROCK
 FQ0312_STAMPING: FLAG NO 2 1958
 FQ0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0312+STABILITY: POSITION/ELEVATION WELL
 FQ0312
 FQ0312  HISTORY     - Date     Condition        Report By
 FQ0312  HISTORY     - 1958     MONUMENTED       CGS
 FQ0312  HISTORY     - 20071112 MARK NOT FOUND   GEOCAC
 FQ0312
 FQ0312                          STATION DESCRIPTION
 FQ0312
 FQ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0312'1.5 MI SE FROM FLAGSTAFF.
 FQ0312'1.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0312'DEPOT IN FLAGSTAFF TO AN UNPAVED ROAD ON THE RIGHT, TURN RIGHT ACORSS
 FQ0312'THE RAILROAD TRACKS TO A FORK ABOUT 75 FEET BEYOND THE SOUTH RAIL,
 FQ0312'KEEP STRAIGHT AHEAD TO THE SOUTH FOR 0.2 MILE TO A T-ROAD, TURN LEFT
 FQ0312'AND GO EAST FOR 0.6 MILE TO A FORK AND SIGN HEROLD RANCH, FOLLOW THE
 FQ0312'ROAD TOWARDS HEROLD RANCH FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT
 FQ0312'AND GO 0.2 MILE TO A POWER LINE, TURN LEFT BENEATH THE TRANSMISSION
 FQ0312'LINE AND GO 0.2 MILE TO THE TOP OF A LOW RIDGE, 112 FEET NORTH OF A
 FQ0312'WITNESS POST AND SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 FQ0312'GROUND.
 FQ0312
 FQ0312                          STATION RECOVERY (2007)
 FQ0312
 FQ0312'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0312'DID NOT FIND THE MARK. AT THE DESCRIBED DISTANCE AND DIRECTION FROM
 FQ0312'STATION FLAG (FQ0313) FOUND FOREST VEGETATION COVERING THE GROUND.
 FQ0312'USED A CONSUMER GRADE METAL DETECTOR IN THE AREA BUT DID NOT DETECT
 FQ0312'THE MARK. THE MARK MAY BE OBSCURED BY THE VEGETATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0650 ***********************************************************************
 FQ0650  DESIGNATION -  FLAGSTAFF
 FQ0650  PID         -  FQ0650
 FQ0650  STATE/COUNTY-  AZ/COCONINO
 FQ0650  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0650
 FQ0650                         *CURRENT SURVEY CONTROL
 FQ0650  ___________________________________________________________________
 FQ0650* NAD 83(1992)-  35 11 54.30435(N)    111 39 39.72551(W)     ADJUSTED  
 FQ0650* NAVD 88     -      2155.5    (meters)    7072.     (feet)  VERTCON   
 FQ0650  ___________________________________________________________________
 FQ0650  X           -  -1,926,599.153 (meters)                     COMP
 FQ0650  Y           -  -4,850,930.057 (meters)                     COMP
 FQ0650  Z           -   3,657,106.152 (meters)                     COMP
 FQ0650  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FQ0650  ELLIP HEIGHT-        2132.485 (meters)          (08/23/93) ADJUSTED
 FQ0650  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0650  HORZ ORDER  -  SECOND
 FQ0650  ELLP ORDER  -  FOURTH    CLASS II
 FQ0650
 FQ0650.The horizontal coordinates were established by classical geodetic methods
 FQ0650.and adjusted by the National Geodetic Survey in August 1993.
 FQ0650
 FQ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0650
 FQ0650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0650
 FQ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0650
 FQ0650.The ellipsoidal height was determined by GPS observations
 FQ0650.and is referenced to NAD 83.
 FQ0650
 FQ0650.The geoid height was determined by GEOID03.
 FQ0650
 FQ0650;                    North         East     Units Scale Factor Converg.
 FQ0650;SPC AZ C     -   465,614.900   236,637.385   MT  0.99990668   +0 08 50.5
 FQ0650;SPC AZ C     - 1,527,607.94    776,369.37   iFT  0.99990668   +0 08 50.5
 FQ0650;UTM  12      - 3,895,247.305   439,824.995   MT  0.99964462   -0 22 51.7
 FQ0650
 FQ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0650!SPC AZ C     -   0.99966539  x   0.99990668  =   0.99957210
 FQ0650!UTM  12      -   0.99966539  x   0.99964462  =   0.99931013
 FQ0650
 FQ0650:                Primary Azimuth Mark                     Grid Az
 FQ0650:SPC AZ C     -  ELDEN                                    050 32 57.2
 FQ0650:UTM  12      -  ELDEN                                    051 04 39.4
 FQ0650
 FQ0650|---------------------------------------------------------------------|
 FQ0650| PID    Reference Object                     Distance      Geod. Az  |
 FQ0650|                                                           dddmmss.s |
 FQ0650| FQ0633 ELDEN                               APPROX. 7.5 KM 0504147.7 |
 FQ0650| FQ0629 FLAGSTAFF RADIO STA KVNA MAST       APPROX. 3.8 KM 0933709.2 |
 FQ0650| FQ0655 CHURCH LATTER DAY SAINTS SPIRE      APPROX. 1.8 KM 0953542.4 |
 FQ0650| FQ0630 FLAGSTAFF RADIO STA KVNA TOWER      APPROX. 3.8 KM 0974724.1 |
 FQ0650| CH2284 FLAGSTAFF RM 1                        7.670 METERS 12441     |
 FQ0650| FQ0652 FLAGSTAFF RAD STA KCLS N MAST       APPROX. 2.0 KM 1772411.9 |
 FQ0650| FQ0651 FLAGSTAFF RAD STA KCLS S MAST       APPROX. 2.1 KM 1784735.0 |
 FQ0650| CH2285 FLAGSTAFF RM 2                        8.203 METERS 26756     |
 FQ0650|---------------------------------------------------------------------|
 FQ0650
 FQ0650                          SUPERSEDED SURVEY CONTROL
 FQ0650
 FQ0650  NAD 83(1986)-  35 11 54.29952(N)    111 39 39.72457(W) AD(       ) 2
 FQ0650  NAD 27      -  35 11 54.26089(N)    111 39 37.13405(W) AD(       ) 2
 FQ0650  NGVD 29 (07/19/86) 2154.5    (m)         7069.     (f) VERT ANG    3  
 FQ0650
 FQ0650.Superseded values are not recommended for survey control.
 FQ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0650.See file dsdata.txt to determine how the superseded data were derived.
 FQ0650
 FQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3982595247(NAD 83)
 FQ0650_MARKER: DS = TRIANGULATION STATION DISK
 FQ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0650+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1984
 FQ0650
 FQ0650  HISTORY     - Date     Condition        Report By
 FQ0650  HISTORY     - 1958     MONUMENTED       CGS
 FQ0650  HISTORY     - 1959     GOOD             CGS
 FQ0650  HISTORY     - 1971     GOOD             AZHD
 FQ0650  HISTORY     - 1974     GOOD             NGS
 FQ0650  HISTORY     - 19840502 GOOD
 FQ0650
 FQ0650                          STATION DESCRIPTION
 FQ0650
 FQ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0650'THE STATION IS ON A HILL SIDE IN THE SOUTHWEST PART OF FLAGSTAFF,
 FQ0650'SOUTH OF PINE STREET, NORTH OF COCONINO AVENUE AND JUST EAST OF
 FQ0650'A LARGE STEEL WATER TANK.
 FQ0650'
 FQ0650'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT, GO WEST
 FQ0650'ON SANTA FE AVENUE FOR 0.3 MILE TO NORTH PARK STREET.  TURN LEFT
 FQ0650'ON NORTH PARK STREET FOR A SHORT BLOCK TO COCONINO AVENUE, TURN
 FQ0650'RIGHT ON COCONINO AVENUE AND GO WESTERLY TO THE END OF THE
 FQ0650'PAVEMENT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A LARGE
 FQ0650'STEEL WATER TANK AND THE STATION.
 FQ0650'
 FQ0650'THE STATION IS A STANDARD DISK, STAMPED FLAGSTAFF 1958, SET IN A
 FQ0650'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 86 FEET
 FQ0650'SOUTHEAST OF A LARGE STEEL WATER TANK AND 12 FEET WEST OF THE
 FQ0650'EAST EDGE OF THE LEVELED GROUND FOR THE WATER TANK.
 FQ0650'
 FQ0650'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAGSTAFF NO 1 1958,
 FQ0650'CEMENTED IN A DEPRESSION IN A BOULDER THAT PROJECTS 1 INCH AND
 FQ0650'IS 12 FEET WEST OF THE EDGE OF THE LEVELED GROUND.
 FQ0650'
 FQ0650'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAGSTAFF NO 2 1958,
 FQ0650'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH AND 15
 FQ0650'FEET SOUTH OF THE EDGE OF THE LEVELED GROUND.
 FQ0650
 FQ0650                          STATION RECOVERY (1959)
 FQ0650
 FQ0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0650'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FQ0650'TO BE IN GOOD CONDITION.
 FQ0650'
 FQ0650'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FQ0650
 FQ0650                          STATION RECOVERY (1971)
 FQ0650
 FQ0650'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0650'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 FQ0650'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS IN
 FQ0650'1958.  THE DESCRIPTION IS ADEQUATE.
 FQ0650
 FQ0650                          STATION RECOVERY (1974)
 FQ0650
 FQ0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0650'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0650'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 FQ0650'REFERENCE MARKS CHECK ABOUT 1 MINUTE.  THE DISTANCE TO R.M. 1
 FQ0650'CHECKS 0.008 METER AND R.M. 2 CHECKS 0.027 METER.
 FQ0650'
 FQ0650'THE ROUTE TO THE STATION REMAINS UNCHANGED.
 FQ0650'
 FQ0650'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0650
 FQ0650                          STATION RECOVERY (1984)
 FQ0650
 FQ0650'RECOVERED 1984
 FQ0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI7443 ***********************************************************************
 AI7443  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7443  DESIGNATION -  FLAGSTAFF 1 CORS ARP
 AI7443  CORS_ID     -  FST1
 AI7443  PID         -  AI7443
 AI7443  STATE/COUNTY-  AZ/COCONINO
 AI7443  USGS QUAD   -  BELLEMONT (1980)
 AI7443
 AI7443                         *CURRENT SURVEY CONTROL
 AI7443  ___________________________________________________________________
 AI7443* NAD 83(CORS)-  35 13 18.37069(N)    111 49 02.58156(W)     ADJUSTED  
 AI7443* NAVD 88     -              **(meters)            **(feet)            
 AI7443  ___________________________________________________________________
 AI7443  EPOCH DATE  -        2002.00
 AI7443  X           -  -1,939,275.247 (meters)                     COMP
 AI7443  Y           -  -4,844,270.937 (meters)                     COMP
 AI7443  Z           -   3,659,226.261 (meters)                     COMP
 AI7443  ELLIP HEIGHT-        2137.073 (meters)          (04/??/06) ADJUSTED
 AI7443  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7443  HORZ ORDER  -  SPECIAL (CORS)
 AI7443  ELLP ORDER  -  SPECIAL (CORS)
 AI7443
 AI7443.ITRF positions are available for this station.
 AI7443.The coordinates were established by GPS observations
 AI7443.and adjusted by the National Geodetic Survey in April 2006.
 AI7443.The coordinates are valid at the epoch date displayed above.
 AI7443.The epoch date for horizontal control is a decimal equivalence
 AI7443.of Year/Month/Day.
 AI7443
 AI7443
 AI7443.The PID for the CORS L1 Phase Center is AI7444.
 AI7443
 AI7443.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7443
 AI7443.The ellipsoidal height was determined by GPS observations
 AI7443.and is referenced to NAD 83.
 AI7443
 AI7443.The geoid height was determined by GEOID03.
 AI7443
 AI7443;                    North         East     Units Scale Factor Converg.
 AI7443;SPC AZ C     -   468,179.974   222,397.931   MT  0.99990101   +0 03 26.1
 AI7443;SPC AZ C     - 1,536,023.54    729,652.00   iFT  0.99990101   +0 03 26.1
 AI7443
 AI7443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7443!SPC AZ C     -   0.99966467  x   0.99990101  =   0.99956571
 AI7443
 AI7443                          SUPERSEDED SURVEY CONTROL
 AI7443
 AI7443  NAD 83(CORS)-  35 13 18.37019(N)    111 49 02.58155(W) AD(2002.00) c
 AI7443  ELLIP H (08/??/03) 2137.066  (m)                       GP(2002.00) c c
 AI7443  NAD 83(CORS)-  35 13 18.36941(N)    111 49 02.58169(W) AD(2002.00) c
 AI7443  ELLIP H (03/??/02) 2137.066  (m)                       GP(2002.00) c c
 AI7443  NAD 83(CORS)-  35 13 18.36929(N)    111 49 02.58173(W) AD(1997.00) c
 AI7443  ELLIP H (09/??/00) 2137.077  (m)                       GP(1997.00) c c
 AI7443
 AI7443.Superseded values are not recommended for survey control.
 AI7443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7443.See file dsdata.txt to determine how the superseded data were derived.
 AI7443
 AI7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2561397943(NAD 83)
 AI7443_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7443
 AI7443                          STATION DESCRIPTION
 AI7443
 AI7443'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI7443'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7443'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7443'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7443'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7443'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI7444 ***********************************************************************
 AI7444  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7444  DESIGNATION -  FLAGSTAFF 1 CORS L1 PHASE CENTER
 AI7444  CORS_ID     -  FST1
 AI7444  PID         -  AI7444
 AI7444  STATE/COUNTY-  AZ/COCONINO
 AI7444  USGS QUAD   -  BELLEMONT (1980)
 AI7444
 AI7444                         *CURRENT SURVEY CONTROL
 AI7444  ___________________________________________________________________
 AI7444* NAD 83(CORS)-  35 13 18.37065(N)    111 49 02.58159(W)     ADJUSTED  
 AI7444* NAVD 88     -              **(meters)            **(feet)            
 AI7444  ___________________________________________________________________
 AI7444  EPOCH DATE  -        2002.00
 AI7444  X           -  -1,939,275.274 (meters)                     COMP
 AI7444  Y           -  -4,844,271.004 (meters)                     COMP
 AI7444  Z           -   3,659,226.311 (meters)                     COMP
 AI7444  ELLIP HEIGHT-        2137.161 (meters)          (04/??/06) ADJUSTED
 AI7444  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7444  HORZ ORDER  -  SPECIAL (CORS)
 AI7444  ELLP ORDER  -  SPECIAL (CORS)
 AI7444
 AI7444.ITRF positions are available for this station.
 AI7444.The coordinates were established by GPS observations
 AI7444.and adjusted by the National Geodetic Survey in April 2006.
 AI7444.The coordinates are valid at the epoch date displayed above.
 AI7444.The epoch date for horizontal control is a decimal equivalence
 AI7444.of Year/Month/Day.
 AI7444
 AI7444
 AI7444.The PID for the CORS ARP is AI7443.
 AI7444
 AI7444.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7444
 AI7444.The ellipsoidal height was determined by GPS observations
 AI7444.and is referenced to NAD 83.
 AI7444
 AI7444.The geoid height was determined by GEOID03.
 AI7444
 AI7444;                    North         East     Units Scale Factor Converg.
 AI7444;SPC AZ C     -   468,179.972   222,397.930   MT  0.99990101   +0 03 26.1
 AI7444;SPC AZ C     - 1,536,023.53    729,652.00   iFT  0.99990101   +0 03 26.1
 AI7444
 AI7444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7444!SPC AZ C     -   0.99966466  x   0.99990101  =   0.99956570
 AI7444
 AI7444                          SUPERSEDED SURVEY CONTROL
 AI7444
 AI7444  NAD 83(CORS)-  35 13 18.37015(N)    111 49 02.58158(W) AD(2002.00) c
 AI7444  ELLIP H (08/??/03) 2137.154  (m)                       GP(2002.00) c c
 AI7444  NAD 83(CORS)-  35 13 18.36937(N)    111 49 02.58172(W) AD(2002.00) c
 AI7444  ELLIP H (03/??/02) 2137.154  (m)                       GP(2002.00) c c
 AI7444  NAD 83(CORS)-  35 13 18.36925(N)    111 49 02.58176(W) AD(1997.00) c
 AI7444  ELLIP H (09/??/00) 2137.164  (m)                       GP(1997.00) c c
 AI7444
 AI7444.Superseded values are not recommended for survey control.
 AI7444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7444.See file dsdata.txt to determine how the superseded data were derived.
 AI7444
 AI7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2561397943(NAD 83)
 AI7444_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7444
 AI7444                          STATION DESCRIPTION
 AI7444
 AI7444'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7444'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7444'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7444'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7444'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7444'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI7445 ***********************************************************************
 AI7445  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7445  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7445  DESIGNATION -  FLAGSTAFF 2 CORS ARP
 AI7445  CORS_ID     -  FST2
 AI7445  PID         -  AI7445
 AI7445  STATE/COUNTY-  AZ/COCONINO
 AI7445  USGS QUAD   -  BELLEMONT (1980)
 AI7445
 AI7445                         *CURRENT SURVEY CONTROL
 AI7445  ___________________________________________________________________
 AI7445* NAD 83(CORS)-  35 13 17.49977(N)    111 49 02.78148(W)     ADJUSTED  
 AI7445* NAVD 88     -      2159.64   (meters)    7085.4    (feet)  GPS OBS   
 AI7445  ___________________________________________________________________
 AI7445  EPOCH DATE  -        2002.00
 AI7445  X           -  -1,939,285.555 (meters)                     COMP
 AI7445  Y           -  -4,844,283.078 (meters)                     COMP
 AI7445  Z           -   3,659,204.058 (meters)                     COMP
 AI7445  ELLIP HEIGHT-        2136.605 (meters)          (04/??/06) ADJUSTED
 AI7445  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7445  HORZ ORDER  -  SPECIAL (CORS)
 AI7445  ELLP ORDER  -  SPECIAL (CORS)
 AI7445
 AI7445.ITRF positions are available for this station.
 AI7445.The coordinates were established by GPS observations
 AI7445.and adjusted by the National Geodetic Survey in April 2006.
 AI7445.The coordinates are valid at the epoch date displayed above.
 AI7445.The epoch date for horizontal control is a decimal equivalence
 AI7445.of Year/Month/Day.
 AI7445
 AI7445.The orthometric height was determined by GPS observations and a
 AI7445.high-resolution geoid model.
 AI7445.The orthometric height was determined by GPS observations and a
 AI7445.high-resolution geoid model using precise GPS observation and
 AI7445.processing techniques.
 AI7445
 AI7445.The PID for the CORS L1 Phase Center is AI7446.
 AI7445
 AI7445.Photographs are available for this station.
 AI7445
 AI7445.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7445
 AI7445.The ellipsoidal height was determined by GPS observations
 AI7445.and is referenced to NAD 83.
 AI7445
 AI7445.The geoid height was determined by GEOID03.
 AI7445
 AI7445;                    North         East     Units Scale Factor Converg.
 AI7445;SPC AZ C     -   468,153.131   222,392.902   MT  0.99990101   +0 03 26.0
 AI7445;SPC AZ C     - 1,535,935.47    729,635.51   iFT  0.99990101   +0 03 26.0
 AI7445
 AI7445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7445!SPC AZ C     -   0.99966474  x   0.99990101  =   0.99956579
 AI7445
 AI7445                          SUPERSEDED SURVEY CONTROL
 AI7445
 AI7445  NAD 83(CORS)-  35 13 17.49954(N)    111 49 02.78179(W) AD(2002.00) c
 AI7445  ELLIP H (04/??/04) 2136.617  (m)                       GP(2002.00) c c
 AI7445  NAD 83(CORS)-  35 13 17.49834(N)    111 49 02.78081(W) AD(2002.00) c
 AI7445  ELLIP H (03/??/02) 2136.631  (m)                       GP(2002.00) c c
 AI7445  NAD 83(CORS)-  35 13 17.49837(N)    111 49 02.78073(W) AD(1997.00) c
 AI7445  ELLIP H (09/??/00) 2136.631  (m)                       GP(1997.00) c c
 AI7445
 AI7445.Superseded values are not recommended for survey control.
 AI7445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7445.See file dsdata.txt to determine how the superseded data were derived.
 AI7445
 AI7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2560897916(NAD 83)
 AI7445_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7445
 AI7445                          STATION DESCRIPTION
 AI7445
 AI7445'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI7445'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7445'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7445'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7445'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7445'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI7446 ***********************************************************************
 AI7446  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7446  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7446  DESIGNATION -  FLAGSTAFF 2 CORS L1 PHASE CENTER
 AI7446  CORS_ID     -  FST2
 AI7446  PID         -  AI7446
 AI7446  STATE/COUNTY-  AZ/COCONINO
 AI7446  USGS QUAD   -  BELLEMONT (1980)
 AI7446
 AI7446                         *CURRENT SURVEY CONTROL
 AI7446  ___________________________________________________________________
 AI7446* NAD 83(CORS)-  35 13 17.49973(N)    111 49 02.78151(W)     ADJUSTED  
 AI7446* NAVD 88     -      2159.73   (meters)    7085.7    (feet)  GPS OBS   
 AI7446  ___________________________________________________________________
 AI7446  EPOCH DATE  -        2002.00
 AI7446  X           -  -1,939,285.583 (meters)                     COMP
 AI7446  Y           -  -4,844,283.145 (meters)                     COMP
 AI7446  Z           -   3,659,204.108 (meters)                     COMP
 AI7446  ELLIP HEIGHT-        2136.693 (meters)          (04/??/06) ADJUSTED
 AI7446  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI7446  HORZ ORDER  -  SPECIAL (CORS)
 AI7446  ELLP ORDER  -  SPECIAL (CORS)
 AI7446
 AI7446.ITRF positions are available for this station.
 AI7446.The coordinates were established by GPS observations
 AI7446.and adjusted by the National Geodetic Survey in April 2006.
 AI7446.The coordinates are valid at the epoch date displayed above.
 AI7446.The epoch date for horizontal control is a decimal equivalence
 AI7446.of Year/Month/Day.
 AI7446
 AI7446.The orthometric height was determined by GPS observations and a
 AI7446.high-resolution geoid model.
 AI7446.The orthometric height was determined by GPS observations and a
 AI7446.high-resolution geoid model using precise GPS observation and
 AI7446.processing techniques.
 AI7446
 AI7446.The PID for the CORS ARP is AI7445.
 AI7446
 AI7446.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7446
 AI7446.The ellipsoidal height was determined by GPS observations
 AI7446.and is referenced to NAD 83.
 AI7446
 AI7446.The geoid height was determined by GEOID03.
 AI7446
 AI7446;                    North         East     Units Scale Factor Converg.
 AI7446;SPC AZ C     -   468,153.130   222,392.901   MT  0.99990101   +0 03 26.0
 AI7446;SPC AZ C     - 1,535,935.47    729,635.50   iFT  0.99990101   +0 03 26.0
 AI7446
 AI7446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7446!SPC AZ C     -   0.99966473  x   0.99990101  =   0.99956577
 AI7446
 AI7446                          SUPERSEDED SURVEY CONTROL
 AI7446
 AI7446  NAD 83(CORS)-  35 13 17.49950(N)    111 49 02.78182(W) AD(2002.00) c
 AI7446  ELLIP H (04/??/04) 2136.705  (m)                       GP(2002.00) c c
 AI7446  NAD 83(CORS)-  35 13 17.49830(N)    111 49 02.78084(W) AD(2002.00) c
 AI7446  ELLIP H (03/??/02) 2136.719  (m)                       GP(2002.00) c c
 AI7446  NAD 83(CORS)-  35 13 17.49833(N)    111 49 02.78076(W) AD(1997.00) c
 AI7446  ELLIP H (09/??/00) 2136.718  (m)                       GP(1997.00) c c
 AI7446
 AI7446.Superseded values are not recommended for survey control.
 AI7446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7446.See file dsdata.txt to determine how the superseded data were derived.
 AI7446
 AI7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2560897916(NAD 83)
 AI7446_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7446
 AI7446                          STATION DESCRIPTION
 AI7446
 AI7446'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7446'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7446'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7446'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7446'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7446'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ8981 ***********************************************************************
 DJ8981  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8981  DESIGNATION -  FLAGSTAFF 5 CORS ARP
 DJ8981  CORS_ID     -  FST5
 DJ8981  PID         -  DJ8981
 DJ8981  STATE/COUNTY-  AZ/COCONINO
 DJ8981  USGS QUAD   -  BELLEMONT (1980)
 DJ8981
 DJ8981                         *CURRENT SURVEY CONTROL
 DJ8981  ___________________________________________________________________
 DJ8981* NAD 83(CORS)-  35 13 18.37103(N)    111 49 02.58225(W)     ADJUSTED  
 DJ8981* NAVD 88     -              **(meters)            **(feet)            
 DJ8981  ___________________________________________________________________
 DJ8981  EPOCH DATE  -        2002.00
 DJ8981  X           -  -1,939,275.301 (meters)                     COMP
 DJ8981  Y           -  -4,844,271.026 (meters)                     COMP
 DJ8981  Z           -   3,659,226.347 (meters)                     COMP
 DJ8981  ELLIP HEIGHT-        2137.206 (meters)          (01/??/08) ADJUSTED
 DJ8981  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DJ8981  HORZ ORDER  -  SPECIAL (CORS)
 DJ8981  ELLP ORDER  -  SPECIAL (CORS)
 DJ8981
 DJ8981.ITRF positions are available for this station.
 DJ8981.The coordinates were established by GPS observations
 DJ8981.and adjusted by the National Geodetic Survey in January 2008.
 DJ8981.The coordinates are valid at the epoch date displayed above.
 DJ8981.The epoch date for horizontal control is a decimal equivalence
 DJ8981.of Year/Month/Day.
 DJ8981
 DJ8981
 DJ8981.The PID for the CORS L1 Phase Center is DJ8982.
 DJ8981
 DJ8981.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8981
 DJ8981.The ellipsoidal height was determined by GPS observations
 DJ8981.and is referenced to NAD 83.
 DJ8981
 DJ8981.The geoid height was determined by GEOID03.
 DJ8981
 DJ8981;                    North         East     Units Scale Factor Converg.
 DJ8981;SPC AZ C     -   468,179.984   222,397.913   MT  0.99990101   +0 03 26.1
 DJ8981;SPC AZ C     - 1,536,023.57    729,651.95   iFT  0.99990101   +0 03 26.1
 DJ8981
 DJ8981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8981!SPC AZ C     -   0.99966465  x   0.99990101  =   0.99956569
 DJ8981
 DJ8981                          SUPERSEDED SURVEY CONTROL
 DJ8981
 DJ8981.No superseded survey control is available for this station.
 DJ8981
 DJ8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2561397943(NAD 83)
 DJ8981_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8981
 DJ8981                          STATION DESCRIPTION
 DJ8981
 DJ8981'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DJ8981'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ8981'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ8981'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ8981'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ8981'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ8982 ***********************************************************************
 DJ8982  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8982  DESIGNATION -  FLAGSTAFF 5 CORS L1 PHASE CENTER
 DJ8982  CORS_ID     -  FST5
 DJ8982  PID         -  DJ8982
 DJ8982  STATE/COUNTY-  AZ/COCONINO
 DJ8982  USGS QUAD   -  BELLEMONT (1980)
 DJ8982
 DJ8982                         *CURRENT SURVEY CONTROL
 DJ8982  ___________________________________________________________________
 DJ8982* NAD 83(CORS)-  35 13 18.37092(N)    111 49 02.58232(W)     ADJUSTED  
 DJ8982* NAVD 88     -              **(meters)            **(feet)            
 DJ8982  ___________________________________________________________________
 DJ8982  EPOCH DATE  -        2002.00
 DJ8982  X           -  -1,939,275.328 (meters)                     COMP
 DJ8982  Y           -  -4,844,271.089 (meters)                     COMP
 DJ8982  Z           -   3,659,226.391 (meters)                     COMP
 DJ8982  ELLIP HEIGHT-        2137.288 (meters)          (01/??/08) ADJUSTED
 DJ8982  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DJ8982  HORZ ORDER  -  SPECIAL (CORS)
 DJ8982  ELLP ORDER  -  SPECIAL (CORS)
 DJ8982
 DJ8982.ITRF positions are available for this station.
 DJ8982.The coordinates were established by GPS observations
 DJ8982.and adjusted by the National Geodetic Survey in January 2008.
 DJ8982.The coordinates are valid at the epoch date displayed above.
 DJ8982.The epoch date for horizontal control is a decimal equivalence
 DJ8982.of Year/Month/Day.
 DJ8982
 DJ8982
 DJ8982.The PID for the CORS ARP is DJ8981.
 DJ8982
 DJ8982.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8982
 DJ8982.The ellipsoidal height was determined by GPS observations
 DJ8982.and is referenced to NAD 83.
 DJ8982
 DJ8982.The geoid height was determined by GEOID03.
 DJ8982
 DJ8982;                    North         East     Units Scale Factor Converg.
 DJ8982;SPC AZ C     -   468,179.981   222,397.911   MT  0.99990101   +0 03 26.1
 DJ8982;SPC AZ C     - 1,536,023.56    729,651.94   iFT  0.99990101   +0 03 26.1
 DJ8982
 DJ8982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8982!SPC AZ C     -   0.99966464  x   0.99990101  =   0.99956568
 DJ8982
 DJ8982                          SUPERSEDED SURVEY CONTROL
 DJ8982
 DJ8982.No superseded survey control is available for this station.
 DJ8982
 DJ8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2561397943(NAD 83)
 DJ8982_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DJ8982
 DJ8982                          STATION DESCRIPTION
 DJ8982
 DJ8982'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DJ8982'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ8982'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ8982'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ8982'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ8982'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ8983 ***********************************************************************
 DJ8983  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8983  DESIGNATION -  FLAGSTAFF 6 CORS ARP
 DJ8983  CORS_ID     -  FST6
 DJ8983  PID         -  DJ8983
 DJ8983  STATE/COUNTY-  AZ/COCONINO
 DJ8983  USGS QUAD   -  BELLEMONT (1980)
 DJ8983
 DJ8983                         *CURRENT SURVEY CONTROL
 DJ8983  ___________________________________________________________________
 DJ8983* NAD 83(CORS)-  35 13 17.50006(N)    111 49 02.78220(W)     ADJUSTED  
 DJ8983* NAVD 88     -              **(meters)            **(feet)            
 DJ8983  ___________________________________________________________________
 DJ8983  EPOCH DATE  -        2002.00
 DJ8983  X           -  -1,939,285.625 (meters)                     COMP
 DJ8983  Y           -  -4,844,283.204 (meters)                     COMP
 DJ8983  Z           -   3,659,204.169 (meters)                     COMP
 DJ8983  ELLIP HEIGHT-        2136.786 (meters)          (01/??/08) ADJUSTED
 DJ8983  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DJ8983  HORZ ORDER  -  SPECIAL (CORS)
 DJ8983  ELLP ORDER  -  SPECIAL (CORS)
 DJ8983
 DJ8983.ITRF positions are available for this station.
 DJ8983.The coordinates were established by GPS observations
 DJ8983.and adjusted by the National Geodetic Survey in January 2008.
 DJ8983.The coordinates are valid at the epoch date displayed above.
 DJ8983.The epoch date for horizontal control is a decimal equivalence
 DJ8983.of Year/Month/Day.
 DJ8983
 DJ8983
 DJ8983.The PID for the CORS L1 Phase Center is DJ8984.
 DJ8983
 DJ8983.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8983
 DJ8983.The ellipsoidal height was determined by GPS observations
 DJ8983.and is referenced to NAD 83.
 DJ8983
 DJ8983.The geoid height was determined by GEOID03.
 DJ8983
 DJ8983;                    North         East     Units Scale Factor Converg.
 DJ8983;SPC AZ C     -   468,153.140   222,392.884   MT  0.99990101   +0 03 26.0
 DJ8983;SPC AZ C     - 1,535,935.50    729,635.45   iFT  0.99990101   +0 03 26.0
 DJ8983
 DJ8983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8983!SPC AZ C     -   0.99966472  x   0.99990101  =   0.99956576
 DJ8983
 DJ8983                          SUPERSEDED SURVEY CONTROL
 DJ8983
 DJ8983.No superseded survey control is available for this station.
 DJ8983
 DJ8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2560897916(NAD 83)
 DJ8983_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8983
 DJ8983                          STATION DESCRIPTION
 DJ8983
 DJ8983'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DJ8983'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ8983'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ8983'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ8983'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ8983'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ8984 ***********************************************************************
 DJ8984  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8984  DESIGNATION -  FLAGSTAFF 6 CORS L1 PHASE CENTER
 DJ8984  CORS_ID     -  FST6
 DJ8984  PID         -  DJ8984
 DJ8984  STATE/COUNTY-  AZ/COCONINO
 DJ8984  USGS QUAD   -  BELLEMONT (1980)
 DJ8984
 DJ8984                         *CURRENT SURVEY CONTROL
 DJ8984  ___________________________________________________________________
 DJ8984* NAD 83(CORS)-  35 13 17.49995(N)    111 49 02.78227(W)     ADJUSTED  
 DJ8984* NAVD 88     -              **(meters)            **(feet)            
 DJ8984  ___________________________________________________________________
 DJ8984  EPOCH DATE  -        2002.00
 DJ8984  X           -  -1,939,285.652 (meters)                     COMP
 DJ8984  Y           -  -4,844,283.267 (meters)                     COMP
 DJ8984  Z           -   3,659,204.214 (meters)                     COMP
 DJ8984  ELLIP HEIGHT-        2136.867 (meters)          (01/??/08) ADJUSTED
 DJ8984  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DJ8984  HORZ ORDER  -  SPECIAL (CORS)
 DJ8984  ELLP ORDER  -  SPECIAL (CORS)
 DJ8984
 DJ8984.ITRF positions are available for this station.
 DJ8984.The coordinates were established by GPS observations
 DJ8984.and adjusted by the National Geodetic Survey in January 2008.
 DJ8984.The coordinates are valid at the epoch date displayed above.
 DJ8984.The epoch date for horizontal control is a decimal equivalence
 DJ8984.of Year/Month/Day.
 DJ8984
 DJ8984
 DJ8984.The PID for the CORS ARP is DJ8983.
 DJ8984
 DJ8984.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8984
 DJ8984.The ellipsoidal height was determined by GPS observations
 DJ8984.and is referenced to NAD 83.
 DJ8984
 DJ8984.The geoid height was determined by GEOID03.
 DJ8984
 DJ8984;                    North         East     Units Scale Factor Converg.
 DJ8984;SPC AZ C     -   468,153.137   222,392.882   MT  0.99990101   +0 03 26.0
 DJ8984;SPC AZ C     - 1,535,935.49    729,635.44   iFT  0.99990101   +0 03 26.0
 DJ8984
 DJ8984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8984!SPC AZ C     -   0.99966470  x   0.99990101  =   0.99956575
 DJ8984
 DJ8984                          SUPERSEDED SURVEY CONTROL
 DJ8984
 DJ8984.No superseded survey control is available for this station.
 DJ8984
 DJ8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2560897916(NAD 83)
 DJ8984_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DJ8984
 DJ8984                          STATION DESCRIPTION
 DJ8984
 DJ8984'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DJ8984'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ8984'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ8984'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ8984'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ8984'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0653 ***********************************************************************
 FQ0653  DESIGNATION -  FLAGSTAFF ARIZ ST COL OBS DOME
 FQ0653  PID         -  FQ0653
 FQ0653  STATE/COUNTY-  AZ/COCONINO
 FQ0653  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0653
 FQ0653                         *CURRENT SURVEY CONTROL
 FQ0653  ___________________________________________________________________
 FQ0653* NAD 83(1992)-  35 11 03.59891(N)    111 39 12.43304(W)     ADJUSTED  
 FQ0653* NAVD 88     -              **(meters)            **(feet)            
 FQ0653  ___________________________________________________________________
 FQ0653  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FQ0653  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0653  HORZ ORDER  -  THIRD
 FQ0653
 FQ0653.The horizontal coordinates were established by classical geodetic methods
 FQ0653.and adjusted by the National Geodetic Survey in August 1993.
 FQ0653
 FQ0653
 FQ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0653
 FQ0653.The geoid height was determined by GEOID03.
 FQ0653
 FQ0653;                    North         East     Units Scale Factor Converg.
 FQ0653;SPC AZ C     -   464,054.223   237,331.858   MT  0.99990708   +0 09 06.0
 FQ0653;SPC AZ C     - 1,522,487.61    778,647.83   iFT  0.99990708   +0 09 06.0
 FQ0653;UTM  12      - 3,893,680.702   440,504.870   MT  0.99964362   -0 22 35.5
 FQ0653
 FQ0653                          SUPERSEDED SURVEY CONTROL
 FQ0653
 FQ0653  NAD 83(1986)-  35 11 03.59110(N)    111 39 12.42991(W) AD(       ) 4
 FQ0653  NAD 27      -  35 11 03.55110(N)    111 39 09.84041(W) AD(       ) 3
 FQ0653
 FQ0653.Superseded values are not recommended for survey control.
 FQ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0653.See file dsdata.txt to determine how the superseded data were derived.
 FQ0653
 FQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4050593681(NAD 83)
 FQ0653_MARKER: 88 = OBSERVATORY DOME
 FQ0653
 FQ0653  HISTORY     - Date     Condition        Report By
 FQ0653  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0653  HISTORY     - 19931202 GOOD             USPSQD
 FQ0653  HISTORY     - 20071112 POOR             GEOCAC
 FQ0653
 FQ0653                          STATION DESCRIPTION
 FQ0653
 FQ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0653'LOCATED ON THE HIGHEST POINT OF A LOW, TREE COVERED HILL THAT
 FQ0653'IS ABOUT 0.3 MILE SOUTHWEST OF THE COLLEGE BUILDINGS.  A KEY
 FQ0653'IS NEEDED TO ENTER THE FENCED ENCLOSURE AND THE OBSERVATORY.
 FQ0653'IT IS OBTAINABLE FROM THE BUILDING ADMINISTRATION OFFICE.
 FQ0653'
 FQ0653'THE STATION IS THE CENTER OF THE TOP OF THE DOME OF THE
 FQ0653'ARIZONA STATE COLLEGE OBSERVATORY AT FLAGSTAFF.  THE DOME IS
 FQ0653'SUPPORTED BY A 20 FOOT HIGH STONE BUILDING, SURROUNDED BY
 FQ0653'A METAL FENCE THAT IS 12 FEET HIGH.  THE OVERALL HEIGHT OF THE
 FQ0653'STRUCTURE IS 35 FEET.
 FQ0653'
 FQ0653'THE POINT OBSERVED WAS A LIGHT CENTERED ON THE TOP OF THE DOME.
 FQ0653
 FQ0653                          STATION RECOVERY (1993)
 FQ0653
 FQ0653'RECOVERY NOTE BY US POWER SQUADRON 1993
 FQ0653'RECOVERED IN GOOD CONDITION.
 FQ0653
 FQ0653                          STATION RECOVERY (2007)
 FQ0653
 FQ0653'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0653'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 FQ0653'THE DESCRIPTION - THERE WAS NO LIGHT OBSERVED ON THE CENTER OF THE
 FQ0653'DOME, AND THE OBSERVATORY IS NO LONGER SURROUNDED BY A METAL FENCE.
 FQ0653' 
 FQ0653'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF I-17, MILTON
 FQ0653'ROAD AND MC CONNELL DRIVE IN FLAGSTAFF, TRAVEL EAST ON MC CONNELL
 FQ0653'DRIVE FOR 0.5 MILES TO SAN FRANCISCO STREET. TURN LEFT AND TRAVEL
 FQ0653'NORTH ON SAN FRANCISCO STREET FOR 0.2 MILES TO THE OBSERVATORY PARKING
 FQ0653'LOT AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0646 ***********************************************************************
 FQ0646  DESIGNATION -  FLAGSTAFF MUN AIRPORT AP STA A
 FQ0646  PID         -  FQ0646
 FQ0646  STATE/COUNTY-  AZ/COCONINO
 FQ0646  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0646
 FQ0646                         *CURRENT SURVEY CONTROL
 FQ0646  ___________________________________________________________________
 FQ0646* NAD 83(1992)-  35 07 53.55995(N)    111 40 41.56345(W)     ADJUSTED  
 FQ0646* NAVD 88     -      2138.     (meters)    7014.     (feet)  SCALED    
 FQ0646  ___________________________________________________________________
 FQ0646  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FQ0646  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FQ0646  HORZ ORDER  -  THIRD
 FQ0646
 FQ0646.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0646
 FQ0646.The horizontal coordinates were established by classical geodetic methods
 FQ0646.and adjusted by the National Geodetic Survey in August 1993.
 FQ0646
 FQ0646.The orthometric height was scaled from a topographic map.
 FQ0646
 FQ0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0646
 FQ0646.The geoid height was determined by GEOID03.
 FQ0646
 FQ0646;                    North         East     Units Scale Factor Converg.
 FQ0646;SPC AZ C     -   458,192.553   235,091.038   MT  0.99990582   +0 08 14.0
 FQ0646;SPC AZ C     - 1,503,256.41    771,296.06   iFT  0.99990582   +0 08 14.0
 FQ0646;UTM  12      - 3,887,841.451   438,210.741   MT  0.99964705   -0 23 25.1
 FQ0646
 FQ0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0646!SPC AZ C     -   0.99966816  x   0.99990582  =   0.99957401
 FQ0646!UTM  12      -   0.99966816  x   0.99964705  =   0.99931533
 FQ0646
 FQ0646:                Primary Azimuth Mark                     Grid Az
 FQ0646:SPC AZ C     -  AIRPORT BCN FLAGSTAFF MUN APT            010 24 33.0
 FQ0646:UTM  12      -  AIRPORT BCN FLAGSTAFF MUN APT            010 56 12.1
 FQ0646
 FQ0646|---------------------------------------------------------------------|
 FQ0646| PID    Reference Object                     Distance      Geod. Az  |
 FQ0646|                                                           dddmmss.s |
 FQ0646| FQ0647 AIRPORT BCN FLAGSTAFF MUN APT       APPROX. 0.5 KM 0103247.0 |
 FQ0646| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX. 6.8 KM 2800613.5 |
 FQ0646|---------------------------------------------------------------------|
 FQ0646
 FQ0646                          SUPERSEDED SURVEY CONTROL
 FQ0646
 FQ0646  NAD 83(1986)-  35 07 53.55271(N)    111 40 41.59027(W) AD(       ) 3
 FQ0646  NAD 27      -  35 07 53.52100(N)    111 40 38.96500(W) AD(       ) 3
 FQ0646
 FQ0646.Superseded values are not recommended for survey control.
 FQ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0646.See file dsdata.txt to determine how the superseded data were derived.
 FQ0646
 FQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3821187841(NAD 83)
 FQ0646_MARKER: DT = TOPOGRAPHIC STATION DISK
 FQ0646_SETTING: 0 = UNSPECIFIED SETTING
 FQ0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0646
 FQ0646  HISTORY     - Date     Condition        Report By
 FQ0646  HISTORY     - 1960     MONUMENTED       CGS
 FQ0646  HISTORY     - 19951210 MARK NOT FOUND   CHANCE
 FQ0646
 FQ0646                          STATION DESCRIPTION
 FQ0646
 FQ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0646'ON THE E. SIDE OF THE RUNWAY NEAR THE SW EN209.08 FT. NE
 FQ0646'OF THE SW EN80 FT. E OF CL OF RUNWAY.  33.5 FT. NE OF THE
 FQ0646'FIRST RUNWAY LIGHT.  5 FT. EAST OF EAST EDGE OF RUNWAY.  A
 FQ0646'TOPO DISK IN CONCRETE MONUMENT.
 FQ0646
 FQ0646                          STATION RECOVERY (1995)
 FQ0646
 FQ0646'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FQ0646'RECOVERY NOTE BY CHANCE 1995 MARK NOT FOUND - SEARCHED 0.5
 FQ0646'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0648 ***********************************************************************
 FQ0648  DESIGNATION -  FLAGSTAFF MUN AIRPORT ARP
 FQ0648  PID         -  FQ0648
 FQ0648  STATE/COUNTY-  AZ/COCONINO
 FQ0648  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0648
 FQ0648                         *CURRENT SURVEY CONTROL
 FQ0648  ___________________________________________________________________
 FQ0648* NAD 83(1992)-  35 08 16.41151(N)    111 40 20.25437(W)     ADJUSTED  
 FQ0648* NAVD 88     -      2137.     (meters)    7011.     (feet)  SCALED    
 FQ0648  ___________________________________________________________________
 FQ0648  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FQ0648  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0648  HORZ ORDER  -  THIRD
 FQ0648
 FQ0648.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0648
 FQ0648.The horizontal coordinates were established by classical geodetic methods
 FQ0648.and adjusted by the National Geodetic Survey in August 1993.
 FQ0648
 FQ0648.The orthometric height was scaled from a topographic map.
 FQ0648
 FQ0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0648
 FQ0648.The geoid height was determined by GEOID03.
 FQ0648
 FQ0648;                    North         East     Units Scale Factor Converg.
 FQ0648;SPC AZ C     -   458,898.020   235,628.743   MT  0.99990611   +0 08 26.3
 FQ0648;SPC AZ C     - 1,505,570.93    773,060.18   iFT  0.99990611   +0 08 26.3
 FQ0648;UTM  12      - 3,888,541.756   438,754.778   MT  0.99964623   -0 23 13.0
 FQ0648
 FQ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0648!SPC AZ C     -   0.99966832  x   0.99990611  =   0.99957446
 FQ0648!UTM  12      -   0.99966832  x   0.99964623  =   0.99931467
 FQ0648
 FQ0648:                Primary Azimuth Mark                     Grid Az
 FQ0648:SPC AZ C     -  AIRPORT BCN FLAGSTAFF MUN APT            247 01 05.0
 FQ0648:UTM  12      -  AIRPORT BCN FLAGSTAFF MUN APT            247 32 44.3
 FQ0648
 FQ0648|---------------------------------------------------------------------|
 FQ0648| PID    Reference Object                     Distance      Geod. Az  |
 FQ0648|                                                           dddmmss.s |
 FQ0648| FQ0647 AIRPORT BCN FLAGSTAFF MUN APT       480.795 METERS 2470931.3 |
 FQ0648|---------------------------------------------------------------------|
 FQ0648
 FQ0648                          SUPERSEDED SURVEY CONTROL
 FQ0648
 FQ0648  NAD 83(1986)-  35 08 16.40229(N)    111 40 20.28148(W) AD(       ) 3
 FQ0648  NAD 27      -  35 08 16.38600(N)    111 40 17.64400(W) AD(       ) 3
 FQ0648
 FQ0648.Superseded values are not recommended for survey control.
 FQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0648.See file dsdata.txt to determine how the superseded data were derived.
 FQ0648
 FQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3875588542(NAD 83)
 FQ0648_MARKER: DS = TRIANGULATION STATION DISK
 FQ0648_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0648_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0648+STABILITY: POSITION/ELEVATION WELL
 FQ0648
 FQ0648  HISTORY     - Date     Condition        Report By
 FQ0648  HISTORY     - 1960     MONUMENTED       CGS
 FQ0648  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FQ0648
 FQ0648                          STATION DESCRIPTION
 FQ0648
 FQ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0648'IN THE APPROXIMATE CENTER OF THE AIRPORT ON THE WEST SIDE OF THE
 FQ0648'RUNWAY.  ABOUT 1400 FT. NE OF THE ADMINISTRATION BUILDING.  156
 FQ0648'FT. SSW OF CL OF SOUTHERLY ONE OF TWO TAXIWAYS.  108 FT. WEST OF
 FQ0648'CL OF THE RUNWAY.  4 FT. NNE OF A 2 X 4 WITNESS POST.  A
 FQ0648'TOPO DISK SET IN DRILL HOLE IN ROCK OUTCROP.
 FQ0648
 FQ0648                          STATION RECOVERY (1995)
 FQ0648
 FQ0648'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FQ0648'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FQ0648'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0649 ***********************************************************************
 FQ0649  DESIGNATION -  FLAGSTAFF MUN AIRPORT AP STA B
 FQ0649  PID         -  FQ0649
 FQ0649  STATE/COUNTY-  AZ/COCONINO
 FQ0649  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0649
 FQ0649                         *CURRENT SURVEY CONTROL
 FQ0649  ___________________________________________________________________
 FQ0649* NAD 83(1992)-  35 08 38.76911(N)    111 39 53.45022(W)     ADJUSTED  
 FQ0649* NAVD 88     -      2134.     (meters)    7001.     (feet)  SCALED    
 FQ0649  ___________________________________________________________________
 FQ0649  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FQ0649  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0649  HORZ ORDER  -  THIRD
 FQ0649
 FQ0649.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0649
 FQ0649.The horizontal coordinates were established by classical geodetic methods
 FQ0649.and adjusted by the National Geodetic Survey in August 1993.
 FQ0649
 FQ0649.The orthometric height was scaled from a topographic map.
 FQ0649
 FQ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0649
 FQ0649.The geoid height was determined by GEOID03.
 FQ0649
 FQ0649;                    North         East     Units Scale Factor Converg.
 FQ0649;SPC AZ C     -   459,588.651   236,305.487   MT  0.99990649   +0 08 41.8
 FQ0649;SPC AZ C     - 1,507,836.78    775,280.47   iFT  0.99990649   +0 08 41.8
 FQ0649;UTM  12      - 3,889,225.947   439,437.675   MT  0.99964520   -0 22 57.8
 FQ0649
 FQ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0649!SPC AZ C     -   0.99966879  x   0.99990649  =   0.99957531
 FQ0649!UTM  12      -   0.99966879  x   0.99964520  =   0.99931411
 FQ0649
 FQ0649:                Primary Azimuth Mark                     Grid Az
 FQ0649:SPC AZ C     -  ELDEN MOUNTAIN LOOKOUT TOWER             029 31 13.1
 FQ0649:UTM  12      -  ELDEN MOUNTAIN LOOKOUT TOWER             030 02 52.7
 FQ0649
 FQ0649|---------------------------------------------------------------------|
 FQ0649| PID    Reference Object                     Distance      Geod. Az  |
 FQ0649|                                                           dddmmss.s |
 FQ0649| FQ0635 ELDEN MOUNTAIN LOOKOUT TOWER        APPROX.12.4 KM 0293954.9 |
 FQ0649| FQ0648 FLAGSTAFF MUN AIRPORT ARP           APPROX. 1.0 KM 2243347.1 |
 FQ0649| FQ0647 AIRPORT BCN FLAGSTAFF MUN APT       APPROX. 1.4 KM 2320126.1 |
 FQ0649| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX. 7.9 KM 2683358.1 |
 FQ0649|---------------------------------------------------------------------|
 FQ0649
 FQ0649                          SUPERSEDED SURVEY CONTROL
 FQ0649
 FQ0649  NAD 83(1986)-  35 08 38.75771(N)    111 39 53.47804(W) AD(       ) 3
 FQ0649  NAD 27      -  35 08 38.74800(N)    111 39 50.83600(W) AD(       ) 3
 FQ0649
 FQ0649.Superseded values are not recommended for survey control.
 FQ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0649.See file dsdata.txt to determine how the superseded data were derived.
 FQ0649
 FQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3943889226(NAD 83)
 FQ0649_MARKER: DT = TOPOGRAPHIC STATION DISK
 FQ0649_SETTING: 0 = UNSPECIFIED SETTING
 FQ0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0649
 FQ0649  HISTORY     - Date     Condition        Report By
 FQ0649  HISTORY     - 1960     MONUMENTED       CGS
 FQ0649  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FQ0649
 FQ0649                          STATION DESCRIPTION
 FQ0649
 FQ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0649'ON THE EAST SIDE OF THE RUNWAY AT THE NE END OF THE RUNWAY.  80
 FQ0649'FT. EAST OF CL OF RUNWAY.  13.5 FT. SW OF THE MOST EASTERLY
 FQ0649'THRESHOLD LIGHT.  5 FT. EAST OF EDGE OF RUNWAY.  A TOPO DISK
 FQ0649'IN CONCRETE MONUMENT.
 FQ0649
 FQ0649                          STATION RECOVERY (1995)
 FQ0649
 FQ0649'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FQ0649'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FQ0649'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0454 ***********************************************************************
 FQ0454  FBN         -  This is a Federal Base Network Control Station.
 FQ0454  DESIGNATION -  FLAGSTAFF NCMN
 FQ0454  PID         -  FQ0454
 FQ0454  STATE/COUNTY-  AZ/COCONINO
 FQ0454  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0454
 FQ0454                         *CURRENT SURVEY CONTROL
 FQ0454  ___________________________________________________________________
 FQ0454* NAD 83(2007)-  35 12 52.88846(N)    111 38 05.04201(W)     ADJUSTED  
 FQ0454* NAVD 88     -      2168.480  (meters)    7114.42   (feet)  ADJUSTED  
 FQ0454  ___________________________________________________________________
 FQ0454  EPOCH DATE  -        2007.00
 FQ0454  X           -  -1,923,992.178 (meters)                     COMP
 FQ0454  Y           -  -4,850,855.836 (meters)                     COMP
 FQ0454  Z           -   3,658,589.263 (meters)                     COMP
 FQ0454  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FQ0454  ELLIP HEIGHT-        2145.372 (meters)          (02/10/07) ADJUSTED
 FQ0454  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0454  DYNAMIC HT  -        2165.393 (meters)    7104.29  (feet)  COMP
 FQ0454
 FQ0454  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0454  Type    PID    Designation                      North   East  Ellip
 FQ0454  -------------------------------------------------------------------
 FQ0454  NETWORK FQ0454 FLAGSTAFF NCMN                    0.16   0.14   0.35
 FQ0454  -------------------------------------------------------------------
 FQ0454  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 FQ0454
 FQ0454  VERT ORDER  -  FIRST     CLASS II
 FQ0454
 FQ0454.The horizontal coordinates were established by GPS observations
 FQ0454.and adjusted by the National Geodetic Survey in February 2007.
 FQ0454
 FQ0454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0454.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0454.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0454.The epoch date for horizontal control is a decimal equivalence
 FQ0454.of Year/Month/Day.
 FQ0454
 FQ0454.The orthometric height was determined by differential leveling
 FQ0454.and adjusted in June 1991.
 FQ0454.WARNING-GPS observations at this control monument resulted in a GPS
 FQ0454.derived orthometric height which differed from the leveled height by
 FQ0454.more than one decimeter (0.1 meter).
 FQ0454
 FQ0454.Photographs are available for this station.
 FQ0454
 FQ0454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0454
 FQ0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0454
 FQ0454.The ellipsoidal height was determined by GPS observations
 FQ0454.and is referenced to NAD 83.
 FQ0454
 FQ0454.The geoid height was determined by GEOID03.
 FQ0454
 FQ0454.The dynamic height is computed by dividing the NAVD 88
 FQ0454.geopotential number by the normal gravity value computed on the
 FQ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0454.degrees latitude (g = 980.6199 gals.).
 FQ0454
 FQ0454.The modeled gravity was interpolated from observed gravity values.
 FQ0454
 FQ0454;                    North         East     Units Scale Factor Converg.
 FQ0454;SPC AZ C     -   467,426.641   239,027.191   MT  0.99990812   +0 09 45.3
 FQ0454;SPC AZ C     - 1,533,551.97    784,209.94   iFT  0.99990812   +0 09 45.3
 FQ0454;UTM  12      - 3,897,036.453   442,230.773   MT  0.99964113   -0 21 57.7
 FQ0454
 FQ0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0454!SPC AZ C     -   0.99966337  x   0.99990812  =   0.99957152
 FQ0454!UTM  12      -   0.99966337  x   0.99964113  =   0.99930462
 FQ0454
 FQ0454|---------------------------------------------------------------------|
 FQ0454| PID    Reference Object                     Distance      Geod. Az  |
 FQ0454|                                                           dddmmss.s |
 FQ0454| FQ0453 FLAGSTAFF NCMN RM 1                  21.271 METERS 08646     |
 FQ0454| FQ0656 FLAGSTAFF NCMN AZ MK                APPROX. 0.7 KM 0982518.2 |
 FQ0454| FQ0661 FLAGSTAFF TEMP POINT                 27.504 METERS 12943     |
 FQ0454| FQ0660 FLAGSTAFF NCMN RM 4                  27.784 METERS 12943     |
 FQ0454| FQ0452 FLAGSTAFF NCMN RM 2                  33.321 METERS 21812     |
 FQ0454| FQ0451 FLAGSTAFF NCMN RM 3                  33.339 METERS 31525     |
 FQ0454|---------------------------------------------------------------------|
 FQ0454
 FQ0454                          SUPERSEDED SURVEY CONTROL
 FQ0454
 FQ0454  ELLIP H (05/31/05) 2145.369  (m)                       GP(       ) 4 2
 FQ0454  ELLIP H (09/30/99) 2145.395  (m)                       GP(       ) 3 1
 FQ0454  NAD 83(1992)-  35 12 52.88754(N)    111 38 05.04098(W) AD(       ) B
 FQ0454  ELLIP H (09/04/92) 2145.472  (m)                       GP(       ) 3 1
 FQ0454  NAD 83(1992)-  35 12 52.88746(N)    111 38 05.04071(W) AD(       ) A
 FQ0454  ELLIP H (04/03/92) 2145.472  (m)                       GP(       ) 1 1
 FQ0454  NAD 83(1986)-  35 12 52.88754(N)    111 38 05.04098(W) AD(       ) 1
 FQ0454  NAD 27      -  35 12 55.50000(N)    111 38 02.50000(W) AD(       ) 1
 FQ0454  NAVD 88 (08/22/05) 2168.48   (m)         7114.4    (f) LEVELING    3  
 FQ0454  NAVD 88 (09/04/92) 2168.48   (m)         7114.4    (f) LEVELING    3  
 FQ0454  NGVD 29 (07/19/86) 2167.31   (m)         7110.6    (f) LEVELING    3  
 FQ0454
 FQ0454.Superseded values are not recommended for survey control.
 FQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0454.See file dsdata.txt to determine how the superseded data were derived.
 FQ0454
 FQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4223197036(NAD 83)
 FQ0454_MARKER: DH = HORIZONTAL CONTROL DISK
 FQ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0454_SP_SET: CONCRETE POST
 FQ0454_STAMPING: FLAGSTAFF NCMN 1981
 FQ0454_MARK LOGO: NGS   
 FQ0454_PROJECTION: FLUSH
 FQ0454_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0454+STABILITY: SURFACE MOTION
 FQ0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0454+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FQ0454
 FQ0454  HISTORY     - Date     Condition        Report By
 FQ0454  HISTORY     - 1981     MONUMENTED       NGS
 FQ0454  HISTORY     - 1982     GOOD             NGS
 FQ0454  HISTORY     - 19830718 GOOD             NGS
 FQ0454  HISTORY     - 19840502 GOOD
 FQ0454  HISTORY     - 19920203 GOOD             NGS
 FQ0454  HISTORY     - 19960313 GOOD             CHANCE
 FQ0454  HISTORY     - 19981119 GOOD             NGS
 FQ0454  HISTORY     - 20000906 GOOD             NGS
 FQ0454  HISTORY     - 20050401 GOOD             NGS
 FQ0454  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0454
 FQ0454                          STATION DESCRIPTION
 FQ0454
 FQ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0454'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0454'THE MARK IS ABOVE LEVEL WITH NORTH GEMINI.
 FQ0454'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0454'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0454'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0454'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0454'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0454'AREA AND A DRIVEWAY, 219.3 METERS (720 FT) WEST OF THE CENTER OF
 FQ0454'GEMINI, 17.4 METERS (57 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 FQ0454'BUILDING 4, 14.6 METERS (48 FT) EAST OF THE WEST EDGE OF THE PARKING
 FQ0454'LOT, 50.3 METERS (165 FT) WEST OF THE NORTHWEST CORNER OF BUILDING 5,
 FQ0454'21.4 METERS (70 FT) WEST OF RM 1.
 FQ0454
 FQ0454                          STATION RECOVERY (1983)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0454'PRIMARY SCIENTIFIC PRUPOSES - MEASUREMENTS SUPPORTING THE
 FQ0454'DETERMINATION OF REGIONAL DEFORMATION.
 FQ0454'SITE DESCRIPTION - THE SITE IS LOCATED AT THE NORTH EDGE OF FLAGSTAFF,
 FQ0454'AZ, ON THE GROUNDS OF THE UNITED STATES GEOLOGICAL SURVEY.  THE SITE
 FQ0454'IS EQUIPPED WITH TWO MONUMENTS SET IN AN ASPHALT PARKING LOT.  ONE
 FQ0454'MONUMENT IS COMPATIBLE FOR OCCUPATION BY MOBILE VLBI SYSTEMS.
 FQ0454'BECAUSE OF ITS PROXIMITY TO A BUILDING, THE SECOND MONUMENT IS
 FQ0454'COMPATIBLE FOR OCCUPATION BY TLRS-1 ONLY.
 FQ0454'THE MARK IS AN NGS STATION DISK SET IN A CONCRETE MONUMENT FLUSH
 FQ0454'WITH PAVED PARKING LOT.
 FQ0454'TO REACH THE STATION FROM THE PAGE OVERRAMP ON SANTA FE AVE. WHICH IS
 FQ0454'U.S. HIGHWAY 89, AT THE NORTHEAST EDGE OF FLAGSTAFF. GO SOUTHWEST ON
 FQ0454'SANTA FE AVE. FOR 1.8 MILES TO THE JUNCTION OF 4TH ST. ON THE RIGHT.
 FQ0454'TURN RIGHT AND GO NORTH ON 4TH ST. FOR 0.85 MILE TO THE JUNCTION OF
 FQ0454'CEDAR AVE.  TURN LEFT AND GO WEST ON CEDAR AVE. FOR 1.1 MILES TO
 FQ0454'E. GEMINI ST. FOR 0.15 MILE TO THE FORTH ENTRANCE WAY TO USGS PROPERTY
 FQ0454'ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE WEST EDGE
 FQ0454'PAVED PARKING LOT AND THE STATION.
 FQ0454'SITE TOPO MAP - FLAGSTAFF WEST, AZ., USGS
 FQ0454'GEOLOGICAL PROVINCE - COLORADO PLATEAU
 FQ0454'LOCAL GEOLOGY - VOLCANIC FLOWS AND TUFF
 FQ0454
 FQ0454                          STATION RECOVERY (1984)
 FQ0454
 FQ0454'RECOVERED 1984
 FQ0454'RECOVERED IN GOOD CONDITION.
 FQ0454
 FQ0454                          STATION RECOVERY (1992)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FQ0454'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF FLAGSTAFF, AT THE
 FQ0454'U.S. GEOLOGICAL FIELD CENTER, IN A MACADAM PARKING LOT ADJACENT TO
 FQ0454'BUILDINGS 4 AND 5.  CONTACT VICKIE FEARHEILY, GEOLOGIC DIVISION,
 FQ0454'OFFICE OF CHIEF GEOLOGIST, 2255 NORTH GEMINI DRIVE, FLAGSTAFF AZ
 FQ0454'86001-1698, PHONE 602-556-7150.  CONTACT IN ADVANCE FOR SECURITY AND
 FQ0454'LOCKED GATE.  NOTE--DUMPING IS DONE IN THE REFERENCE MARKS AREA.
 FQ0454'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 17 AND
 FQ0454'40 AND U.S. HIGHWAY 89A (EXIT 195), GO NORTH ON HIGHWAY 89A (NORTH
 FQ0454'MILTON ROAD, HIGHWAY BECOMES SANTA FE AVENUE) FOR 3.65 KM (2.27 MI)
 FQ0454'TO A CROSS STREET, JUST PAST THE SANTA FE RAILROAD STATION ON THE
 FQ0454'RIGHT.  TURN LEFT, NORTH, ON NORTH SAN FRANCISCO STREET FOR 1.61 KM
 FQ0454'(1.00 MI) TO A CROSSROAD.  TURN RIGHT, EAST, ON EAST FOREST AVENUE
 FQ0454'FOR 1.21 KM (0.75 MI) TO A ROAD LEFT.  TURN LEFT, NORTHWEST, ON
 FQ0454'GEMINI DRIVE FOR 0.17 KM (0.11 MI) TO A PAVED DRIVE LEFT.  TURN LEFT,
 FQ0454'WEST, THROUGH LOCKED POLE GATE FOR 0.19 KM (0.12 MI) TO END OF DRIVE
 FQ0454'AT PARKING AREA AND THE STATION IN THE PARKING LOT.
 FQ0454'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 30-CM ROUND
 FQ0454'CONCRETE POST FLUSH WITH THE PAVEMENT, IN THE CENTER OF A 3 M
 FQ0454'(9.8 FT) LONG PAINTED CROSS.  LOCATED 46.8 M (153.5 FT)
 FQ0454'WEST-NORTHWEST OF THE NORTHWEST CORNER OF BUILDING 5, 15.7 M
 FQ0454'(51.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 4, 13.7
 FQ0454'M (44.9 FT) SOUTH OF THE SOUTHWEST CORNER OF FENCED STORAGE YARD FOR
 FQ0454'BUILDING 4, 13.7 M (44.9 FT) EAST OF THE WEST PARKING LOT CURB AND
 FQ0454'10.4 M (34.1 FT) NORTH-NORTHWEST OF THE EAST END OF THE SOUTH PARKING
 FQ0454'LOT CURB.
 FQ0454
 FQ0454                          STATION RECOVERY (1996)
 FQ0454
 FQ0454'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 FQ0454'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FQ0454
 FQ0454                          STATION RECOVERY (1998)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FQ0454'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF FLAGSTAFF, AT THE
 FQ0454'U.S. GEOLOGICAL SURVEY FIELD CENTER, IN A MACADAM PARKING LOT ADJACENT
 FQ0454'TO BUILDINGS 4 AND 5.  OWNERSHIP--U.S. GEOLOGICAL SURVEY, 2255 NORTH
 FQ0454'GEMINI DRIVE, FLAGSTAFF AZ 86001.  CONTACT IS SUE BEARD, GEOLOGIST,
 FQ0454'PHONE 520-556-7196.  CONTACT JUANITA VELASCO, PHONE 556-7150, IN
 FQ0454'ADVANCE FOR SECURITY AND ACCESS TO LOCKED GATE.  TO REACH THE STATION
 FQ0454'FROM THE JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 AND U.S. HIGHWAY
 FQ0454'89A (EXIT 195), GO NORTH ON HIGHWAY 89A (NORTH MILTON ROAD, HIGHWAY
 FQ0454'BECOMES SANTA FE AVENUE) FOR 3.65 KM (2.25 MI) TO A CROSS STREET, JUST
 FQ0454'PAST THE SANTA FE RAILROAD STATION ON THE RIGHT.  TURN LEFT, NORTH ON
 FQ0454'NORTH SAN FRANCISCO STREET FOR 1.61 KM (1.00 MI) TO A CROSSROAD.  TURN
 FQ0454'RIGHT, EAST ON EAST FOREST AVENUE, FOR 1.21 KM (0.75 MI) TO A ROAD
 FQ0454'LEFT.  TURN LEFT, NORTHWEST ON GEMINI DRIVE FOR 0.17 KM (0.10 MI) TO
 FQ0454'THE FIRST PAVED DRIVE LEFT.  TURN LEFT, WEST THROUGH LOCKED POLE GATE
 FQ0454'FOR 0.19 KM (0.10 MI) TO END OF DRIVE AT PARKING AREA AND THE STATION
 FQ0454'IN THE PARKING LOT.  THE STATION IS SET IN A 30-CM ROUND CONCRETE POST
 FQ0454'FLUSH WITH THE PAVEMENT AND IN THE CENTER OF A 4.5 M (14.8 FT) LONG
 FQ0454'WHITE PAINTED CROSS. LOCATED 46.7 M (153.2 FT) WEST OF THE NORTHWEST
 FQ0454'CORNER OF BUILDING 5, 15.8 M (51.8 FT) SOUTH-SOUTHWEST OF THE
 FQ0454'SOUTHWEST CORNER OF BUILDING 4, 13.7 M (44.9 FT) SOUTH-SOUTHEAST OF
 FQ0454'THE SOUTHWEST CORNER OF FENCED STORAGE YARD FOR BUILDING 4, 14.6 M
 FQ0454'(47.9 FT) NORTHEAST OF THE SOUTHWEST CORNER OF TWO JOINING CURBS AND
 FQ0454'13.9 M (45.6 FT) NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF A
 FQ0454'CONCRETE DRAINAGE SPILLWAY.  NOTE--THIS LOCATION IS IDEAL FOR A CTCORS
 FQ0454'SITE AS THE STATION IS LOCATED ON THE PROPERTY OF THE U.S. GEOLOGICAL
 FQ0454'SURVEY.
 FQ0454
 FQ0454                          STATION RECOVERY (2000)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0454'3.5 KM (2.15 MI) NORTHERLY ALONG STATE HIGHWAY 89A FROM THE JUNCTION
 FQ0454'OF INTERSTATE HIGHWAY 40 (EXIT 195) IN FLAGSTAFF, THENCE 1.5 KM (0.95
 FQ0454'MI) NORTHERLY ALONG STATE HIGHWAY 180 (FIRST LEFT TURN AFTER PASSING
 FQ0454'UNDER THE RAILROAD OVERPASS) , THENCE 1.9 KM (1.20 MI) EAST AND THEN
 FQ0454'NORTH ALONG FOREST AVENUE, THENCE 0.2 KM (0.10 MI) WEST AND THEN NORTH
 FQ0454'ALONG GEMINI DRIVE, THENCE 0.2 KM (0.10 MI) WEST ALONG A DRIVEWAY
 FQ0454'BETWEEN U.S.  GEOLOGICAL SURVEY BUILDINGS 4 AND 5 TO A LARGE WHITE X
 FQ0454'PAINTED NEAR THE CENTER OF THE DRIVEWAY, 46.9 M (153.9 FT) WEST OF THE
 FQ0454'NORTHWEST CORNER OF BUILDING 5, 15.7 M (51.5 FT) SOUTHWEST OF THE
 FQ0454'SOUTHWEST CORNER OF BUILDING 4, 13.7 M (44.9 FT) EAST OF THE WEST CURB
 FQ0454'OF THE DRIVEWAY AND PARKING AREA, 3.0 M (9.8 FT) NORTH OF THE DRIVEWAY
 FQ0454'CENTER, AND THE MONUMENT IS FLUSH WITH THE DRIVEWAY.  NOTE--THE
 FQ0454'MONUMENT IS ON PROPERTY OWNED BY THE U.S. GEOLOGICAL SURVEY, 2255
 FQ0454'NORTH GEMINI DRIVE, FLAGSTAFF, AZ 86001, TELEPHONE 520-556-7196.  THIS
 FQ0454'IS A FEDERAL BASE NETWORK CONTROL STATION.
 FQ0454
 FQ0454                          STATION RECOVERY (2005)
 FQ0454
 FQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FQ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 7.2 KM (4.5 MI) NORTH FROM
 FQ0454'FLAGSTAFF. THE MARK IS ABOVE LEVEL WITH NORTH GEMINI. 3.7 KM (2.3 MI)
 FQ0454'NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF INTERSTATE HIGHWAYS
 FQ0454'17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI) NORTH ALONG SAN
 FQ0454'FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG CEDAR AVENUE,
 FQ0454'THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE SOUTHWEST
 FQ0454'CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING AREA AND A
 FQ0454'DRIVEWAY, 219.3 METERS (720 FT) WEST OF THE CENTER OF GEMINI, 17.4
 FQ0454'METERS (57 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 4, 14.6
 FQ0454'METERS (48 FT) EAST OF THE WEST EDGE OF THE PARKING LOT, 50.3 METERS
 FQ0454'(165 FT) WEST OF THE NORTHWEST CORNER OF BUILDING 5, 21.4 METERS (70
 FQ0454'FT) WEST OF RM 1.
 FQ0454
 FQ0454                          STATION RECOVERY (2007)
 FQ0454
 FQ0454'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0454'RECOVERED STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND
 FQ0454'REFERENCE MARK 3 IN GOOD CONDITION AS DESCRIBED, AND REFERENCE MARK 4
 FQ0454'WAS NOT FOUND. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0656 ***********************************************************************
 FQ0656  DESIGNATION -  FLAGSTAFF NCMN AZ MK
 FQ0656  PID         -  FQ0656
 FQ0656  STATE/COUNTY-  AZ/COCONINO
 FQ0656  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0656
 FQ0656                         *CURRENT SURVEY CONTROL
 FQ0656  ___________________________________________________________________
 FQ0656* NAD 83(1992)-  35 12 49.60231(N)    111 37 38.00333(W)     ADJUSTED  
 FQ0656* NAVD 88     -      2162.94   (+/-2cm)    7096.2    (feet)  VERTCON   
 FQ0656  ___________________________________________________________________
 FQ0656  X           -  -1,923,376.200 (meters)                     COMP
 FQ0656  Y           -  -4,851,158.256 (meters)                     COMP
 FQ0656  Z           -   3,658,503.418 (meters)                     COMP
 FQ0656  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 FQ0656  ELLIP HEIGHT-        2140.034 (meters)          (08/23/93) ADJUSTED
 FQ0656  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0656  HORZ ORDER  -  FIRST
 FQ0656  VERT ORDER  -  THIRD (See Below)
 FQ0656  ELLP ORDER  -  FOURTH    CLASS II
 FQ0656
 FQ0656.The horizontal coordinates were established by GPS observations
 FQ0656.and adjusted by the National Geodetic Survey in August 1993.
 FQ0656
 FQ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0656.The vertical order pertains to the NGVD 29 superseded value.
 FQ0656
 FQ0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0656
 FQ0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0656
 FQ0656.The ellipsoidal height was determined by GPS observations
 FQ0656.and is referenced to NAD 83.
 FQ0656
 FQ0656.The geoid height was determined by GEOID03.
 FQ0656
 FQ0656;                    North         East     Units Scale Factor Converg.
 FQ0656;SPC AZ C     -   467,327.345   239,711.267   MT  0.99990855   +0 10 00.8
 FQ0656;SPC AZ C     - 1,533,226.20    786,454.29   iFT  0.99990855   +0 10 00.8
 FQ0656;UTM  12      - 3,896,930.878   442,913.721   MT  0.99964016   -0 21 42.1
 FQ0656
 FQ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0656!SPC AZ C     -   0.99966421  x   0.99990855  =   0.99957279
 FQ0656!UTM  12      -   0.99966421  x   0.99964016  =   0.99930449
 FQ0656
 FQ0656:                Primary Azimuth Mark                     Grid Az
 FQ0656:SPC AZ C     -  FLAGSTAFF NCMN                           278 15 33.1
 FQ0656:UTM  12      -  FLAGSTAFF NCMN                           278 47 16.0
 FQ0656
 FQ0656|---------------------------------------------------------------------|
 FQ0656| PID    Reference Object                     Distance      Geod. Az  |
 FQ0656|                                                           dddmmss.s |
 FQ0656| FQ0454 FLAGSTAFF NCMN                      APPROX. 0.7 KM 2782533.9 |
 FQ0656| FQ0453 FLAGSTAFF NCMN RM 1                 APPROX. 0.7 KM 2784735.8 |
 FQ0656|---------------------------------------------------------------------|
 FQ0656
 FQ0656                          SUPERSEDED SURVEY CONTROL
 FQ0656
 FQ0656  NAD 83(1992)-  35 12 49.60088(N)    111 37 38.00350(W) AD(       ) 1
 FQ0656  NAD 83(1986)-  35 12 49.56661(N)    111 37 37.71651(W) AD(       ) 1
 FQ0656  NAD 27      -  35 12 48.75400(N)    111 37 36.43400(W) AD(       ) 1
 FQ0656  NGVD 29 (07/19/86) 2161.89   (m)         7092.8    (f) LEVELING    3  
 FQ0656
 FQ0656.Superseded values are not recommended for survey control.
 FQ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0656.See file dsdata.txt to determine how the superseded data were derived.
 FQ0656
 FQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4291496931(NAD 83)
 FQ0656_MARKER: DZ = AZIMUTH MARK DISK
 FQ0656_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0656_SP_SET: ROCK OUTCROP
 FQ0656_STAMPING: FLAGSTAFF NCMN 1981
 FQ0656_MARK LOGO: NGS   
 FQ0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0656+STABILITY: POSITION/ELEVATION WELL
 FQ0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0656+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1984
 FQ0656
 FQ0656  HISTORY     - Date     Condition        Report By
 FQ0656  HISTORY     - 1981     MONUMENTED       NGS
 FQ0656  HISTORY     - 19830718 GOOD             NGS
 FQ0656  HISTORY     - 19840503 GOOD
 FQ0656
 FQ0656                          STATION DESCRIPTION
 FQ0656
 FQ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0656'FROM THE PAGE OVERPASS ON SANTA FE AVENUE, U.S. HIGHWAY 89, IN THE
 FQ0656'NORTHEAST EDGE OF FLAGSTAFF, THENCE SOUTHWEST ON SANTA FE AVENUE FOR
 FQ0656'2.9 KM (1.80 MI) TO THE JUNCTION OF 4TH STREET ON THE RIGHT, THEN
 FQ0656'RIGHT AND GO NORTH ON 4TH STREET FOR 1.4 KM (0.85 MI) TO THE JUNCTION
 FQ0656'OF CEDAR AVENUE, THEN LEFT AND GO WEST ON CEDAR AVENUE FOR 1.8 KM
 FQ0656'(1.10 MI) TO E. GEMINI STREET ON THE LEFT, THEN LEFT AND GO SOUTH ON
 FQ0656'E. GEMINI STREET FOR 0.2 KM (0.10 MI) TO THE FOURTH ENTRANCE TO THE
 FQ0656'U.S. GEOLOGICAL SURVEY FACILITY ON THE RIGHT, CONTINUE SOUTH, THEN
 FQ0656'EAST ON A TRACK ROAD FOR 0.7 KM (0.45 MI) TO THE EAST EDGE OF THE
 FQ0656'MESA AND THE MARK.  IT IS LOCATED 5.70 METERS (18.7 FT) EAST FROM A
 FQ0656'15 CM PINE TREE, 3.0 METERS (9.8 FT) WEST FROM THE EDGE OF A CLIFF
 FQ0656'AND 1.28 METERS (4.2 FT) SOUTH FROM A METAL WITNESS POST.
 FQ0656
 FQ0656                          STATION RECOVERY (1984)
 FQ0656
 FQ0656'RECOVERED 1984
 FQ0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0453 ***********************************************************************
 FQ0453  DESIGNATION -  FLAGSTAFF NCMN RM 1
 FQ0453  PID         -  FQ0453
 FQ0453  STATE/COUNTY-  AZ/COCONINO
 FQ0453  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0453
 FQ0453                         *CURRENT SURVEY CONTROL
 FQ0453  ___________________________________________________________________
 FQ0453* NAD 83(1992)-  35 12 52.92643(N)    111 38 04.20128(W)     ADJUSTED  
 FQ0453* NAVD 88     -      2168.606  (meters)    7114.83   (feet)  ADJUSTED  
 FQ0453  ___________________________________________________________________
 FQ0453  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FQ0453  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0453  DYNAMIC HT  -        2165.518 (meters)    7104.70  (feet)  COMP
 FQ0453  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 FQ0453
 FQ0453  HORZ ORDER  -  FIRST
 FQ0453  VERT ORDER  -  FIRST     CLASS II
 FQ0453
 FQ0453.The horizontal coordinates were established by classical geodetic methods
 FQ0453.and adjusted by the National Geodetic Survey in August 1993.
 FQ0453
 FQ0453.The orthometric height was determined by differential leveling
 FQ0453.and adjusted in June 1991.
 FQ0453
 FQ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0453
 FQ0453.The geoid height was determined by GEOID03.
 FQ0453
 FQ0453.The dynamic height is computed by dividing the NAVD 88
 FQ0453.geopotential number by the normal gravity value computed on the
 FQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0453.degrees latitude (g = 980.6199 gals.).
 FQ0453
 FQ0453.The modeled gravity was interpolated from observed gravity values.
 FQ0453
 FQ0453;                    North         East     Units Scale Factor Converg.
 FQ0453;SPC AZ C     -   467,427.872   239,048.449   MT  0.99990813   +0 09 45.8
 FQ0453;SPC AZ C     - 1,533,556.01    784,279.69   iFT  0.99990813   +0 09 45.8
 FQ0453;UTM  12      - 3,897,037.487   442,252.036   MT  0.99964110   -0 21 57.2
 FQ0453
 FQ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0453!SPC AZ C     -   0.99966335  x   0.99990813  =   0.99957151
 FQ0453!UTM  12      -   0.99966335  x   0.99964110  =   0.99930457
 FQ0453
 FQ0453:                Primary Azimuth Mark                     Grid Az
 FQ0453:SPC AZ C     -  FLAGSTAFF NCMN AZ MK                     098 37 26.7
 FQ0453:UTM  12      -  FLAGSTAFF NCMN AZ MK                     099 09 09.7
 FQ0453
 FQ0453|---------------------------------------------------------------------|
 FQ0453| PID    Reference Object                     Distance      Geod. Az  |
 FQ0453|                                                           dddmmss.s |
 FQ0453| FQ0656 FLAGSTAFF NCMN AZ MK                APPROX. 0.7 KM 0984712.5 |
 FQ0453| FQ0661 FLAGSTAFF TEMP POINT                 18.776 METERS 18015     |
 FQ0453| FQ0660 FLAGSTAFF NCMN RM 4                  18.969 METERS 18015     |
 FQ0453| FQ0452 FLAGSTAFF NCMN RM 2                  50.530 METERS 23648     |
 FQ0453| FQ0454 FLAGSTAFF NCMN                       21.487 METERS 26646     |
 FQ0453| FQ0451 FLAGSTAFF NCMN RM 3                  50.532 METERS 29648     |
 FQ0453|---------------------------------------------------------------------|
 FQ0453
 FQ0453                          SUPERSEDED SURVEY CONTROL
 FQ0453
 FQ0453  NAD 83(1992)-  35 12 52.92647(N)    111 38 04.20157(W) AD(       ) 1
 FQ0453  NAD 83(1986)-  35 12 52.92691(N)    111 38 04.19274(W) AD(       ) 1
 FQ0453  NAD 27      -  35 12 55.42976(N)    111 38 01.66363(W) AD(       ) 1
 FQ0453  NGVD 29 (12/04/91) 2167.57   (m)         7111.4    (f) LEVELING    3  
 FQ0453
 FQ0453.Superseded values are not recommended for survey control.
 FQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0453.See file dsdata.txt to determine how the superseded data were derived.
 FQ0453
 FQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4225297037(NAD 83)
 FQ0453_MARKER: DR = REFERENCE MARK DISK
 FQ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0453_SP_SET: CONCRETE POST
 FQ0453_STAMPING: FLAGSTAFF NCMN NO 1 1981
 FQ0453_MARK LOGO: NGS   
 FQ0453_PROJECTION: FLUSH
 FQ0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0453+STABILITY: POSITION/ELEVATION WELL
 FQ0453
 FQ0453  HISTORY     - Date     Condition        Report By
 FQ0453  HISTORY     - 1981     MONUMENTED       NGS
 FQ0453  HISTORY     - 1982     GOOD             NGS
 FQ0453  HISTORY     - 19830718 GOOD             NGS
 FQ0453  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0453
 FQ0453                          STATION DESCRIPTION
 FQ0453
 FQ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0453'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0453'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0453'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0453'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0453'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0453'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0453'AREA AND DRIVEWAY, 18.8 METERS (62 FT) SOUTHEAST OF THE SOUTHWEST
 FQ0453'CORNER OF BUILDING 4, 30.1 METERS (99 FT) NORTHWEST OF THE NORTHWEST
 FQ0453'CORNER OF BUILDING 5, 21.4 METERS (70 FT) EAST OF THE STATION.  NOTE
 FQ0453'CONCRETE POST IS SET INTO BEDROCK.
 FQ0453'THE MARK IS ABOVE LEVEL WITH THE STATION.
 FQ0453
 FQ0453                          STATION RECOVERY (1983)
 FQ0453
 FQ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0453'RECOVERED IN GOOD CONDITION.
 FQ0453
 FQ0453                          STATION RECOVERY (2007)
 FQ0453
 FQ0453'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0452 ***********************************************************************
 FQ0452  DESIGNATION -  FLAGSTAFF NCMN RM 2
 FQ0452  PID         -  FQ0452
 FQ0452  STATE/COUNTY-  AZ/COCONINO
 FQ0452  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0452
 FQ0452                         *CURRENT SURVEY CONTROL
 FQ0452  ___________________________________________________________________
 FQ0452* NAD 83(1992)-  35 12 52.03776(N)    111 38 05.85559(W)     ADJUSTED  
 FQ0452* NAVD 88     -      2166.959  (meters)    7109.43   (feet)  ADJUSTED  
 FQ0452  ___________________________________________________________________
 FQ0452  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FQ0452  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0452  DYNAMIC HT  -        2163.874 (meters)    7099.31  (feet)  COMP
 FQ0452  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 FQ0452
 FQ0452  HORZ ORDER  -  FIRST
 FQ0452  VERT ORDER  -  FIRST     CLASS II
 FQ0452
 FQ0452.The horizontal coordinates were established by classical geodetic methods
 FQ0452.and adjusted by the National Geodetic Survey in August 1993.
 FQ0452
 FQ0452.The orthometric height was determined by differential leveling
 FQ0452.and adjusted in June 1991.
 FQ0452
 FQ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0452
 FQ0452.The geoid height was determined by GEOID03.
 FQ0452
 FQ0452.The dynamic height is computed by dividing the NAVD 88
 FQ0452.geopotential number by the normal gravity value computed on the
 FQ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0452.degrees latitude (g = 980.6199 gals.).
 FQ0452
 FQ0452.The modeled gravity was interpolated from observed gravity values.
 FQ0452
 FQ0452;                    North         East     Units Scale Factor Converg.
 FQ0452;SPC AZ C     -   467,400.369   239,006.691   MT  0.99990810   +0 09 44.8
 FQ0452;SPC AZ C     - 1,533,465.78    784,142.69   iFT  0.99990810   +0 09 44.8
 FQ0452;UTM  12      - 3,897,010.377   442,210.037   MT  0.99964116   -0 21 58.1
 FQ0452
 FQ0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0452!SPC AZ C     -   0.99966360  x   0.99990810  =   0.99957174
 FQ0452!UTM  12      -   0.99966360  x   0.99964116  =   0.99930489
 FQ0452
 FQ0452                          SUPERSEDED SURVEY CONTROL
 FQ0452
 FQ0452  NAD 83(1992)-  35 12 52.03793(N)    111 38 05.85589(W) AD(       ) 1
 FQ0452  NAD 83(1986)-  35 12 52.02896(N)    111 38 05.86441(W) AD(       ) 1
 FQ0452  NAD 27      -  35 12 54.76652(N)    111 38 03.46800(W) AD(       ) 1
 FQ0452  NGVD 29 (12/04/91) 2165.92   (m)         7106.0    (f) LEVELING    3  
 FQ0452
 FQ0452.Superseded values are not recommended for survey control.
 FQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0452.See file dsdata.txt to determine how the superseded data were derived.
 FQ0452
 FQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4221097010(NAD 83)
 FQ0452_MARKER: DR = REFERENCE MARK DISK
 FQ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0452_SP_SET: CONCRETE POST
 FQ0452_STAMPING: FLAGSTAFF NCMN NO 2 1981
 FQ0452_MARK LOGO: NGS   
 FQ0452_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0452+STABILITY: POSITION/ELEVATION WELL
 FQ0452
 FQ0452  HISTORY     - Date     Condition        Report By
 FQ0452  HISTORY     - 1981     MONUMENTED       NGS
 FQ0452  HISTORY     - 1982     GOOD             NGS
 FQ0452  HISTORY     - 19830718 GOOD             NGS
 FQ0452  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0452
 FQ0452                          STATION DESCRIPTION
 FQ0452
 FQ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0452'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0452'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0452'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0452'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0452'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0452'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0452'AREA AND DRIVEWAY, 54.9 METERS (180 FT) SOUTHWEST OF THE SOUTHWEST
 FQ0452'CORNER OF BUILDING 4, 33.2 METERS (109 FT) SOUTHWEST OF THE STATION,
 FQ0452'50.2 METERS (164.5 FT) SOUTH OF RM 3, 22.9 METERS (75 FT) WEST OF THE
 FQ0452'WEST EDGE OF THE PAVED AREA, 23.8 METERS (78 FT) SOUTHWEST OF THE
 FQ0452'SOUTHWEST CORNER OF A CURB.
 FQ0452'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 FQ0452'THE MARK IS 1.0 M BELOW THE STATION.
 FQ0452
 FQ0452                          STATION RECOVERY (1983)
 FQ0452
 FQ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0452'NOT LEVELED TO DURING THIS SURVEY.
 FQ0452
 FQ0452                          STATION RECOVERY (2007)
 FQ0452
 FQ0452'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0452'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 FQ0452'THE DESCRIPTION - THE MARK IS 5.5 FEET EAST OF A WITNESS POST AND 6
 FQ0452'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0451 ***********************************************************************
 FQ0451  DESIGNATION -  FLAGSTAFF NCMN RM 3
 FQ0451  PID         -  FQ0451
 FQ0451  STATE/COUNTY-  AZ/COCONINO
 FQ0451  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0451
 FQ0451                         *CURRENT SURVEY CONTROL
 FQ0451  ___________________________________________________________________
 FQ0451* NAD 83(1992)-  35 12 53.65806(N)    111 38 05.96626(W)     ADJUSTED  
 FQ0451* NAVD 88     -      2167.528  (meters)    7111.30   (feet)  ADJUSTED  
 FQ0451  ___________________________________________________________________
 FQ0451  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FQ0451  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0451  DYNAMIC HT  -        2164.441 (meters)    7101.17  (feet)  COMP
 FQ0451  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 FQ0451
 FQ0451  HORZ ORDER  -  FIRST
 FQ0451  VERT ORDER  -  FIRST     CLASS II
 FQ0451
 FQ0451.The horizontal coordinates were established by classical geodetic methods
 FQ0451.and adjusted by the National Geodetic Survey in August 1993.
 FQ0451
 FQ0451.The orthometric height was determined by differential leveling
 FQ0451.and adjusted in June 1991.
 FQ0451
 FQ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0451
 FQ0451.The geoid height was determined by GEOID03.
 FQ0451
 FQ0451.The dynamic height is computed by dividing the NAVD 88
 FQ0451.geopotential number by the normal gravity value computed on the
 FQ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0451.degrees latitude (g = 980.6199 gals.).
 FQ0451
 FQ0451.The modeled gravity was interpolated from observed gravity values.
 FQ0451
 FQ0451;                    North         East     Units Scale Factor Converg.
 FQ0451;SPC AZ C     -   467,450.290   239,003.750   MT  0.99990810   +0 09 44.7
 FQ0451;SPC AZ C     - 1,533,629.56    784,133.04   iFT  0.99990810   +0 09 44.7
 FQ0451;UTM  12      - 3,897,060.310   442,207.558   MT  0.99964116   -0 21 58.2
 FQ0451
 FQ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0451!SPC AZ C     -   0.99966352  x   0.99990810  =   0.99957165
 FQ0451!UTM  12      -   0.99966352  x   0.99964116  =   0.99930480
 FQ0451
 FQ0451                          SUPERSEDED SURVEY CONTROL
 FQ0451
 FQ0451  NAD 83(1992)-  35 12 53.65816(N)    111 38 05.96642(W) AD(       ) 1
 FQ0451  NAD 83(1986)-  35 12 53.66619(N)    111 38 05.97615(W) AD(       ) 1
 FQ0451  NAD 27      -  35 12 56.38081(N)    111 38 03.26571(W) AD(       ) 1
 FQ0451  NGVD 29 (12/04/91) 2166.49   (m)         7107.9    (f) LEVELING    3  
 FQ0451
 FQ0451.Superseded values are not recommended for survey control.
 FQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0451.See file dsdata.txt to determine how the superseded data were derived.
 FQ0451
 FQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4220897060(NAD 83)
 FQ0451_MARKER: DR = REFERENCE MARK DISK
 FQ0451_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0451_SP_SET: ROCK OUTCROP
 FQ0451_STAMPING: FLAGSTAFF NCMN NO 3 1981
 FQ0451_MARK LOGO: NGS   
 FQ0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0451+STABILITY: POSITION/ELEVATION WELL
 FQ0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0451+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FQ0451
 FQ0451  HISTORY     - Date     Condition        Report By
 FQ0451  HISTORY     - 1981     MONUMENTED       NGS
 FQ0451  HISTORY     - 1982     GOOD             NGS
 FQ0451  HISTORY     - 19830718 GOOD             NGS
 FQ0451  HISTORY     - 1986     GOOD
 FQ0451  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0451
 FQ0451                          STATION DESCRIPTION
 FQ0451
 FQ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0451'7.2 KM (4.5 MI) NORTH FROM FLAGSTAFF.
 FQ0451'3.7 KM (2.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0451'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.9 KM (1.2 MI)
 FQ0451'NORTH ALONG SAN FRANCISCO STREET, THENCE 1.1 KM (0.7 MI) EAST ALONG
 FQ0451'CEDAR AVENUE, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH GEMINI, TO THE
 FQ0451'SOUTHWEST CORNER OF BUILDING NUMBER 4, SET FLUSH IN A PAVED PARKING
 FQ0451'AREA AND DRIVEWAY, 33.2 METERS (109 FT) NORTHWEST OF THE STATION, 37.5
 FQ0451'METERS (123 FT) NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING 4, 0.1
 FQ0451'METER (0.6 FT) SOUTHEAST OF A 2 INCH HIGH METAL WITNESS POST.
 FQ0451'NOTE--MARK IS SET IN OUTCROP BUT AREA HAS BEEN FILLED IN AND NOW IS 18
 FQ0451'INCHES UNDERGROUND WITH A NGS ACCESS COVER.
 FQ0451'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FQ0451'THE MARK IS ABOVE LEVEL WITH THE STATION.
 FQ0451
 FQ0451                          STATION RECOVERY (1983)
 FQ0451
 FQ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0451'RECOVERED IN GOOD CONDITION.
 FQ0451
 FQ0451                          STATION RECOVERY (1986)
 FQ0451
 FQ0451'RECOVERED 1986
 FQ0451'RECOVERED IN GOOD CONDITION.
 FQ0451
 FQ0451                          STATION RECOVERY (2007)
 FQ0451
 FQ0451'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0660 ***********************************************************************
 FQ0660  DESIGNATION -  FLAGSTAFF NCMN RM 4
 FQ0660  PID         -  FQ0660
 FQ0660  STATE/COUNTY-  AZ/COCONINO
 FQ0660  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0660
 FQ0660                         *CURRENT SURVEY CONTROL
 FQ0660  ___________________________________________________________________
 FQ0660* NAD 83(2007)-  35 12 52.31779(N)    111 38 04.20546(W)     ADJUSTED  
 FQ0660* NAVD 88     -      2168.0    (meters)    7113.     (feet)  GPS OBS   
 FQ0660  ___________________________________________________________________
 FQ0660  EPOCH DATE  -        2007.00
 FQ0660  X           -  -1,923,976.152 (meters)                     COMP
 FQ0660  Y           -  -4,850,872.835 (meters)                     COMP
 FQ0660  Z           -   3,658,574.712 (meters)                     COMP
 FQ0660  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FQ0660  ELLIP HEIGHT-        2145.063 (meters)          (02/10/07) ADJUSTED
 FQ0660  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0660
 FQ0660  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0660  Type    PID    Designation                      North   East  Ellip
 FQ0660  -------------------------------------------------------------------
 FQ0660  NETWORK FQ0660 FLAGSTAFF NCMN RM 4               0.80   0.86   3.12
 FQ0660  -------------------------------------------------------------------
 FQ0660
 FQ0660.The horizontal coordinates were established by GPS observations
 FQ0660.and adjusted by the National Geodetic Survey in February 2007.
 FQ0660
 FQ0660.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0660.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0660.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0660.The epoch date for horizontal control is a decimal equivalence
 FQ0660.of Year/Month/Day.
 FQ0660
 FQ0660.The orthometric height was determined by GPS observations and a
 FQ0660.high-resolution geoid model.
 FQ0660
 FQ0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0660
 FQ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0660
 FQ0660.The ellipsoidal height was determined by GPS observations
 FQ0660.and is referenced to NAD 83.
 FQ0660
 FQ0660.The geoid height was determined by GEOID03.
 FQ0660
 FQ0660;                    North         East     Units Scale Factor Converg.
 FQ0660;SPC AZ C     -   467,409.116   239,048.396   MT  0.99990813   +0 09 45.8
 FQ0660;SPC AZ C     - 1,533,494.48    784,279.51   iFT  0.99990813   +0 09 45.8
 FQ0660;UTM  12      - 3,897,018.737   442,251.811   MT  0.99964110   -0 21 57.2
 FQ0660
 FQ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0660!SPC AZ C     -   0.99966342  x   0.99990813  =   0.99957158
 FQ0660!UTM  12      -   0.99966342  x   0.99964110  =   0.99930464
 FQ0660
 FQ0660                          SUPERSEDED SURVEY CONTROL
 FQ0660
 FQ0660  ELLIP H (10/21/02) 2145.076  (m)                       GP(       ) 4 2
 FQ0660  ELLIP H (02/05/96) 2145.082  (m)                       GP(       ) 1 1
 FQ0660  NAD 83(1992)-  35 12 52.31730(N)    111 38 04.20447(W) AD(       ) A
 FQ0660  ELLIP H (04/03/92) 2145.460  (m)                       GP(       ) 1 1
 FQ0660  NAD 83(1992)-  35 12 52.31738(N)    111 38 04.20482(W) AD(       ) 2
 FQ0660  NAD 83(1986)-  35 12 52.31141(N)    111 38 04.19600(W) AD(       ) 2
 FQ0660  NAD 27      -  35 12 54.82872(N)    111 38 01.78394(W) AD(       ) 2
 FQ0660  NGVD 29 (12/04/91) 2167.14   (m)         7110.0    (f) LEVELING    3  
 FQ0660
 FQ0660.Superseded values are not recommended for survey control.
 FQ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0660.See file dsdata.txt to determine how the superseded data were derived.
 FQ0660
 FQ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4225297019(NAD 83)
 FQ0660_MARKER: DR = REFERENCE MARK DISK
 FQ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0660_SP_SET: CONCRETE POST
 FQ0660_STAMPING: FLAGSTAFF NCMN NO 4 1983
 FQ0660_MARK LOGO: NGS   
 FQ0660_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0660+STABILITY: SURFACE MOTION
 FQ0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0660+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1995
 FQ0660
 FQ0660  HISTORY     - Date     Condition        Report By
 FQ0660  HISTORY     - 1983     MONUMENTED       NGS
 FQ0660  HISTORY     - 19931202 GOOD             USPSQD
 FQ0660  HISTORY     - 19950912 GOOD             NGS
 FQ0660  HISTORY     - 20071112 MARK NOT FOUND   GEOCAC
 FQ0660
 FQ0660                          STATION DESCRIPTION
 FQ0660
 FQ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0660'FROM THE PAGE OVERPASS ON SANTA FE AVENUE, U.S. HIGHWAY 89, IN THE
 FQ0660'NORTHEAST EDGE OF FLAGSTAFF, THENCE SOUTHWEST ON SANTA FE AVENUE FOR
 FQ0660'2.9 KM (1.80 MI) TO THE JUNCTION OF 4TH STREET ON THE RIGHT, THEN
 FQ0660'RIGHT AND GO NORTH ON 4TH STREET FOR 1.4 KM (0.85 MI) TO THE JUNCTION
 FQ0660'OF CEDAR AVENUE, THEN LEFT AND GO WEST ON CEDAR AVENUE FOR 1.8 KM
 FQ0660'(1.10 MI) TO E. GEMINI STREET ON THE LEFT, THEN LEFT AND GO SOUTH ON
 FQ0660'E. GEMINI STREET FOR 0.2 KM (0.10 MI) TO THE FOURTH ENTRANCE TO THE
 FQ0660'U.S. GEOLOGICAL SURVEY FACILITY ON THE RIGHT, THEN RIGHT AND GO WEST
 FQ0660'FOR 0.2 KM (0.10 MI) TO A PAVED PARKING LOT AND THE MARK.  IT IS
 FQ0660'LOCATED 5.3 METERS (17.4 FT) SOUTH FROM THE NORTHWEST CORNER OF A
 FQ0660'CYCLONE FENCE ATTACHED TO BUILDING 5 AND 1.0 METER (3.3 FT) WEST FROM
 FQ0660'THE CYCLONE FENCE.
 FQ0660
 FQ0660                          STATION RECOVERY (1993)
 FQ0660
 FQ0660'RECOVERY NOTE BY US POWER SQUADRON 1993
 FQ0660'RECOVERED IN GOOD CONDITION.
 FQ0660
 FQ0660                          STATION RECOVERY (1995)
 FQ0660
 FQ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FQ0660'RECOVERED AS DESCRIBED.
 FQ0660
 FQ0660                          STATION RECOVERY (2007)
 FQ0660
 FQ0660'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0660'DID NOT FIND THE MARK. AT THE ADJUSTED COORDINATES AND DESCRIBED
 FQ0660'DISTANCE AND DIRECTION FROM STATION FLAGSTAFF NCMN (FQ0454) FOUND A
 FQ0660'WOODEN SHED SET ON TOP OF THE PARKING LOT. THE MARK MAY STILL BE UNDER
 FQ0660'THE SHED, AS THE SHED APPEARS TO HAVE BEEN PLACED ON TOP OF THE
 FQ0660'PARKING LOT MACADAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0629 ***********************************************************************
 FQ0629  DESIGNATION -  FLAGSTAFF RADIO STA KVNA MAST
 FQ0629  PID         -  FQ0629
 FQ0629  STATE/COUNTY-  AZ/COCONINO
 FQ0629  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0629
 FQ0629                         *CURRENT SURVEY CONTROL
 FQ0629  ___________________________________________________________________
 FQ0629* NAD 83(1992)-  35 11 46.59227(N)    111 37 11.67335(W)     ADJUSTED  
 FQ0629* NAVD 88     -              **(meters)            **(feet)            
 FQ0629  ___________________________________________________________________
 FQ0629  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FQ0629  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0629  HORZ ORDER  -  THIRD
 FQ0629
 FQ0629.The horizontal coordinates were established by classical geodetic methods
 FQ0629.and adjusted by the National Geodetic Survey in August 1993.
 FQ0629
 FQ0629
 FQ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0629
 FQ0629.The geoid height was determined by GEOID03.
 FQ0629
 FQ0629;                    North         East     Units Scale Factor Converg.
 FQ0629;SPC AZ C     -   465,387.659   240,382.931   MT  0.99990900   +0 10 15.8
 FQ0629;SPC AZ C     - 1,526,862.40    788,657.91   iFT  0.99990900   +0 10 15.8
 FQ0629;UTM  12      - 3,894,985.603   443,567.290   MT  0.99963925   -0 21 26.3
 FQ0629
 FQ0629                          SUPERSEDED SURVEY CONTROL
 FQ0629
 FQ0629  NAD 83(1986)-  35 11 46.58532(N)    111 37 11.66866(W) AD(       ) 4
 FQ0629  NAD 27      -  35 11 46.54653(N)    111 37 09.08353(W) AD(       ) 3
 FQ0629
 FQ0629.Superseded values are not recommended for survey control.
 FQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0629.See file dsdata.txt to determine how the superseded data were derived.
 FQ0629
 FQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4356794986(NAD 83)
 FQ0629_MARKER: 42 = RADIO/TV MAST
 FQ0629
 FQ0629  HISTORY     - Date     Condition        Report By
 FQ0629  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0629  HISTORY     - 1960     GOOD             CGS
 FQ0629
 FQ0629                          STATION DESCRIPTION
 FQ0629
 FQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0629'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF EAST FLAGSTAFF
 FQ0629'AND ABOUT 300 YARDS SOUTH OF U.S. HIGHWAY 66 AND 89.
 FQ0629'
 FQ0629'THE STATION IS A 3-SIDED STEEL TRUSSWORK STRUCTURE, 283 FEET
 FQ0629'IN HEIGHT.  THE RED FLASHING LIGHT AT THE TOP WAS THE POINT
 FQ0629'INTERSECTED.
 FQ0629'
 FQ0629'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0629'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 1.8 MILES
 FQ0629'TO THE STATION ON THE RIGHT.
 FQ0629
 FQ0629                          STATION RECOVERY (1960)
 FQ0629
 FQ0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0629'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0630 ***********************************************************************
 FQ0630  DESIGNATION -  FLAGSTAFF RADIO STA KVNA TOWER
 FQ0630  PID         -  FQ0630
 FQ0630  STATE/COUNTY-  AZ/COCONINO
 FQ0630  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0630
 FQ0630                         *CURRENT SURVEY CONTROL
 FQ0630  ___________________________________________________________________
 FQ0630* NAD 83(1992)-  35 11 37.65196(N)    111 37 11.66672(W)     ADJUSTED  
 FQ0630* NAVD 88     -              **(meters)            **(feet)            
 FQ0630  ___________________________________________________________________
 FQ0630  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FQ0630  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0630  HORZ ORDER  -  THIRD
 FQ0630
 FQ0630.The horizontal coordinates were established by classical geodetic methods
 FQ0630.and adjusted by the National Geodetic Survey in August 1993.
 FQ0630
 FQ0630
 FQ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0630
 FQ0630.The geoid height was determined by GEOID03.
 FQ0630
 FQ0630;                    North         East     Units Scale Factor Converg.
 FQ0630;SPC AZ C     -   465,112.165   240,383.921   MT  0.99990900   +0 10 15.7
 FQ0630;SPC AZ C     - 1,525,958.55    788,661.16   iFT  0.99990900   +0 10 15.7
 FQ0630;UTM  12      - 3,894,710.186   443,565.740   MT  0.99963925   -0 21 26.2
 FQ0630
 FQ0630                          SUPERSEDED SURVEY CONTROL
 FQ0630
 FQ0630  NAD 83(1986)-  35 11 37.64492(N)    111 37 11.66218(W) AD(       ) 4
 FQ0630  NAD 27      -  35 11 37.60601(N)    111 37 09.07706(W) AD(       ) 3
 FQ0630
 FQ0630.Superseded values are not recommended for survey control.
 FQ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0630.See file dsdata.txt to determine how the superseded data were derived.
 FQ0630
 FQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4356694710(NAD 83)
 FQ0630_MARKER: 43 = RADIO/TV TOWER
 FQ0630
 FQ0630  HISTORY     - Date     Condition        Report By
 FQ0630  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0630  HISTORY     - 1960     GOOD             CGS
 FQ0630
 FQ0630                          STATION DESCRIPTION
 FQ0630
 FQ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0630'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF EAST FLAGSTAFF
 FQ0630'AND ABOUT 500 YARDS SOUTH OF U.S. HIGHWAY 66 AND 89.
 FQ0630'
 FQ0630'THE STATION IS A 4-LEGGED STEEL TRUSSWORK STRUCTURE, 231 FEET
 FQ0630'IN HEIGHT.  THE RED FLASHING LIGHT AT THE TOP WAS THE POINT
 FQ0630'INTERSECTED.
 FQ0630'
 FQ0630'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0630'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 1.3 MILES TO
 FQ0630'A T-ROAD RIGHT, TURN RIGHT, GO 0.5 MILE TO A FORK, TAKE THE
 FQ0630'LEFT FORK AND GO SOUTHEAST FOR 0.45 MILE TO THE END OF THE ROAD
 FQ0630'AND THE STATION.
 FQ0630
 FQ0630                          STATION RECOVERY (1960)
 FQ0630
 FQ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0630'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0716 ***********************************************************************
 DA0716  DESIGNATION -  FLAT
 DA0716  PID         -  DA0716
 DA0716  STATE/COUNTY-  AZ/YUMA
 DA0716  USGS QUAD   -  AZTEC SE (1982)
 DA0716
 DA0716                         *CURRENT SURVEY CONTROL
 DA0716  ___________________________________________________________________
 DA0716* NAD 83(1992)-  32 50 38.88705(N)    113 21 40.87777(W)     ADJUSTED  
 DA0716* NAVD 88     -       162.710  (meters)     533.82   (feet)  ADJUSTED  
 DA0716  ___________________________________________________________________
 DA0716  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DA0716  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0716  DYNAMIC HT  -         162.522 (meters)     533.21  (feet)  COMP
 DA0716  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 DA0716
 DA0716  HORZ ORDER  -  FIRST
 DA0716  VERT ORDER  -  FIRST     CLASS II
 DA0716
 DA0716.The horizontal coordinates were established by classical geodetic methods
 DA0716.and adjusted by the National Geodetic Survey in August 1993.
 DA0716
 DA0716.The orthometric height was determined by differential leveling
 DA0716.and adjusted in June 1991.
 DA0716
 DA0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0716
 DA0716.The geoid height was determined by GEOID03.
 DA0716
 DA0716.The dynamic height is computed by dividing the NAVD 88
 DA0716.geopotential number by the normal gravity value computed on the
 DA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0716.degrees latitude (g = 980.6199 gals.).
 DA0716
 DA0716.The modeled gravity was interpolated from observed gravity values.
 DA0716
 DA0716;                    North         East     Units Scale Factor Converg.
 DA0716;SPC AZ W     -   204,541.134   249,741.547   MT  0.99994965   +0 12 38.8
 DA0716;SPC AZ W     -   671,066.71    819,362.03   iFT  0.99994965   +0 12 38.8
 DA0716;SPC AZ C     -   205,392.237    78,119.928   MT  1.00012545   -0 47 01.2
 DA0716;SPC AZ C     -   673,859.05    256,298.98   iFT  1.00012545   -0 47 01.2
 DA0716;UTM  12      - 3,636,478.778   278,999.064   MT  1.00020227   -1 16 52.4
 DA0716
 DA0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0716!SPC AZ W     -   0.99997949  x   0.99994965  =   0.99992914
 DA0716!SPC AZ C     -   0.99997949  x   1.00012545  =   1.00010494
 DA0716!UTM  12      -   0.99997949  x   1.00020227  =   1.00018176
 DA0716
 DA0716|---------------------------------------------------------------------|
 DA0716| PID    Reference Object                     Distance      Geod. Az  |
 DA0716|                                                           dddmmss.s |
 DA0716| CH2292 FLAT RM 3 AZIMUTH                                  14825     |
 DA0716| DA1400 FLAT RM A                            24.529 METERS 15815     |
 DA0716| DA0715 N 321                                              1923015.8 |
 DA0716| DA0718 FLAT RM 2                            11.578 METERS 25953     |
 DA0716| DA0717 FLAT RM 1                            15.372 METERS 34205     |
 DA0716|---------------------------------------------------------------------|
 DA0716
 DA0716                          SUPERSEDED SURVEY CONTROL
 DA0716
 DA0716  NAD 83(1986)-  32 50 38.88165(N)    113 21 40.88375(W) AD(       ) 1
 DA0716  NAD 27      -  32 50 38.70600(N)    113 21 38.20800(W) AD(       ) 1
 DA0716  NGVD 29 (07/19/86)  162.14   (m)          532.0    (f) LEVELING    3  
 DA0716
 DA0716.Superseded values are not recommended for survey control.
 DA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0716.See file dsdata.txt to determine how the superseded data were derived.
 DA0716
 DA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7899936479(NAD 83)
 DA0716_MARKER: DD = SURVEY DISK
 DA0716_SETTING: 66 = SET IN ROCK OUTCROP
 DA0716_SP_SET: LAVA ROCK
 DA0716_STAMPING: FLAT RS 1925
 DA0716_MARK LOGO: USGS  
 DA0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0716+STABILITY: POSITION/ELEVATION WELL
 DA0716
 DA0716  HISTORY     - Date     Condition        Report By
 DA0716  HISTORY     - 1925     MONUMENTED       USGS
 DA0716  HISTORY     - 1934     GOOD             USGS
 DA0716  HISTORY     - 1948     GOOD             USGS
 DA0716  HISTORY     - 1952     GOOD             CGS
 DA0716  HISTORY     - 1960     GOOD             CGS
 DA0716  HISTORY     - 1962     GOOD             AMS
 DA0716  HISTORY     - 1967     GOOD             AMS
 DA0716  HISTORY     - 1971     GOOD             NGS
 DA0716  HISTORY     - 1971     GOOD             NGS
 DA0716  HISTORY     - 1980     GOOD             NGS
 DA0716  HISTORY     - 1980     GOOD             NGS
 DA0716  HISTORY     - 1980     GOOD             NGS
 DA0716  HISTORY     - 1981     GOOD             NGS
 DA0716
 DA0716                          STATION DESCRIPTION
 DA0716
 DA0716'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DA0716'NOT OCCUPIED.
 DA0716'
 DA0716'LOCATED 5.0 MI E. AND 0.9 MI N. OF AZTEC, A STATION ON SOUTHERN
 DA0716'PACIFIC RR.  ON LOW GRAVEL RIDGE.
 DA0716'
 DA0716'NO TO REACH GIVEN.
 DA0716'
 DA0716'STATION MARK--STANDARD TABLET STAMPED---RS 1925 FLAT---, CEMENTED
 DA0716'IN BOULDER.
 DA0716
 DA0716                          STATION RECOVERY (1934)
 DA0716
 DA0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (EBL)
 DA0716'STATION IS LOCATED 5 MILES E AND 0.9 MILE N OF THE TOWN OF
 DA0716'AZTEC ON A LOW GRAVELED RIDGE.
 DA0716'
 DA0716'STATION IS A U.S.G.S. MARKER.
 DA0716'
 DA0716'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 DA0716'CONCRETE.
 DA0716'
 DA0716'AZIMUTH IS LOCATED ABOUT 3/4 MILE TO THE SE AT THE BASE OF
 DA0716'A WHITE BLOCK SIGNAL ON THE SOUTHERN PACIFIC RAILROAD.
 DA0716'
 DA0716'TO REACH THE STATION FROM AZTEC.  FOLLOW U.S. HIGHWAY 80 E FOR
 DA0716'6.4 MILES TO A SIGN READING SPOT SUPER SERVICE.  TURN LEFT
 DA0716'HERE OFF THE HIGHWAY AND FOLLOW THE OLD TRACKS N FOR 0.2
 DA0716'MILE TO AN OLD ROCK HOUSE THAT IS TORN PARTLY DOWN (MOUND
 DA0716'THAT THE STATION IS ON CAN BE SEEN FROM THIS POINT).  GO CROSS
 DA0716'COUNTRY FOR 0.4 MILE TO THE HIGHEST MOUND IN THE VICINITY
 DA0716'WHERE THE STATION WILL BE FOUND.  THIS COUNTRY IS A VERY SANDY
 DA0716'SPOT AND VERY INACCESSABLE.
 DA0716
 DA0716                          STATION RECOVERY (1948)
 DA0716
 DA0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA0716'RECOVERED AS DESCRIBED BY USGS.  ALSO RECOVERED BY NGS IN 1934.
 DA0716'
 DA0716'RM 1--NGS RM DISK STAMPED---FLAT RM NO 1---, IN TOP OF CONCRETE
 DA0716'POST PROJECTING 0.4 FT.
 DA0716'
 DA0716'RM 2--NGS RM DISK STAMPED---FLAT RM NO 2---, IN TOP OF CONCRETE
 DA0716'POST PROJECTING 0.1 FT.
 DA0716
 DA0716                          STATION RECOVERY (1952)
 DA0716
 DA0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0716'STATION IS LOCATED, 4.9 MILES EAST ALONG THE SOUTHERN PACIFIC
 DA0716'COMPANY RAILROAD FROM THE WATER TANK AT AZTEC, THENCE ACROSS
 DA0716'COUNTRY 0.7 MILE NORTH TO A SMALL VOLCANIC ROCK HILL AND
 DA0716'STATION, (USGS) BENCH MARK USED AS A TRIANGULATION STATION
 DA0716'STAMPED FLAT RS 1925 51 FEET EAST OF R.M. NO. 1, 38 FEET
 DA0716'SOUTHEAST OF R.M. NO. 2, AND IN A SMALL ROCK OUTCROP OF
 DA0716'BLACK LAVA ROCK, LEVEL WITH THE GROUND.  REFERENCE MARK NO. 1,
 DA0716'A STANDARD REFERENCE MARK DISK STAMPED FLAT R.M. NO. 1 SET
 DA0716'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0716'GROUND, 51 FEET NORTHWEST OF THE STATION, 59 FEET NORTH OF
 DA0716'R.M. NO. 2,.  REFERENCE MARK NO. 2, A STANDARD REFERENCE
 DA0716'MARK DISK STAMPED FLAT R.M. NO. 2, SET IN THE TOP OF A
 DA0716'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND, 38 FEET
 DA0716'WEST OF THE STATION, 59 FEET SOUTH OF R.M. NO. 1.
 DA0716
 DA0716                          STATION RECOVERY (1960)
 DA0716
 DA0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0716'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED,
 DA0716'FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED IN THE 1934
 DA0716'AND 1952 DESCRIPTIONS.  THE AZIMUTH MARK WAS SEARCHED FOR,
 DA0716'BUT NOT RECOVERED.
 DA0716'
 DA0716'THE DOCK SIGNAL ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD IN
 DA0716'WHICH THE 1934 AZIMUTH MARK WAS PLACED HAS BEEN REMOVED, THE
 DA0716'MARK DESTROYED THEREWITH.
 DA0716'
 DA0716'THE ELEVATION OF THE STATION AND REFERENCE MARKS WAS DETERMINED
 DA0716'IN 1952 BY PRECISE LEVELING.
 DA0716
 DA0716                          STATION RECOVERY (1962)
 DA0716
 DA0716'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA0716'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DA0716'AS DESCRIBED.
 DA0716
 DA0716                          STATION RECOVERY (1967)
 DA0716
 DA0716'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA0716'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED
 DA0716'AS DESCRIBED.
 DA0716'
 DA0716'R.M. NO. 3 (AZIMUTH MARK) DESTROYED AS DESCRIBED IN 1960
 DA0716'RECOVERY NOTES.
 DA0716'
 DA0716'THE TO REACH DESCRIPTION IS ADEQUATE.
 DA0716'
 DA0716'NOTE--THE WORD FLAT HAS BEEN ETCHED RATHER THAN STAMPED ON MARK.
 DA0716
 DA0716                          STATION RECOVERY (1971)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0716'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DA0716'DESCRIBED IN 1960.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS
 DA0716'BELIEVED TO HAVE BEEN DESTROYED, A BENCH MARK AS DESCRIBED BELOW
 DA0716'WAS USED AS THE AZIMUTH MARK AT THIS TIME.  THE DISTANCE AND
 DA0716'DIRECTION TO ALL MARKS COMPARE FAVORABLY TO THE 1960 DATA.
 DA0716'
 DA0716'THE STATION IS LOCATED ABOUT 5 MILES EAST OF AZTEC, 0.8 MILE NORTH
 DA0716'OF INTERSTATE HIGHWAY 8 AND ON PROPERTY OWNED BY THE STATE OF
 DA0716'ARIZONA.
 DA0716'
 DA0716'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DA0716'
 DA0716'TO REACH THE STATION FROM THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0716'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0716'OF AZTEC.  GO NORTH CROSSING CATTLE GUARD THENCE FRONTAGE ROAD.
 DA0716'CONTINUE NORTH ON BLADED ROAD FOR 0.4 MILE TO A TRACK ROAD.
 DA0716'CONTINUE NORTHERLY ON TRACK ROAD FOR 0.4 MILE TO THE TOP OF A SMALL
 DA0716'VOLCANIC ROCK COVERED KNOLL AND THE STATION ON THE HIGHEST POINT.
 DA0716'TO REACH THE AZIMUTH MARK FROM THE SOUTH SIDE OF THE OVERPASSES
 DA0716'GO WEST ON THE FRONTAGE ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT AS
 DA0716'DESCRIBED BELOW.
 DA0716'
 DA0716'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 DA0716'FLAT RS 1925, CEMENTED IN A DRILL HOLE IN LAVA ROCK WHICH IS FLUSH
 DA0716'WITH THE GROUND SURFACE.  IT IS 9.5 FEET NORTHWEST OF A METAL
 DA0716'WITNESS POST WITH SIGN ATTACHED.
 DA0716'
 DA0716'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAT NO 1 1934, SET IN
 DA0716'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 DA0716'IS 59 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 DA0716'
 DA0716'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT NO 2 1934, SET IN
 DA0716'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 DA0716'IS 43.8 FEET WEST OF THE WITNESS POST AND ABOUT 2 FEET LOWER THAN
 DA0716'THE STATION.
 DA0716'
 DA0716'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED N 321 1952,
 DA0716'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DA0716'PROJECTS 3 INCHES.  IT IS 105 FEET SOUTH OF THE CENTER OF THE
 DA0716'FRONTAGE ROAD, 44 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS
 DA0716'AND 2.4 FEET WEST OF RAILROAD MILEPOST 817.
 DA0716'
 DA0716'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 DA0716'
 DA0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST.
 DA0716'
 DA0716'HEIGHT OF LIGHT ABOVE STATION MARK 49.2 FEET.
 DA0716
 DA0716                          STATION RECOVERY (1971)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0716'5 MI E FROM AZTEC.
 DA0716'100 YARDS NORTH FROM THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0716'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0716'OF AZTEC, THENCE NORTH 0.4 MILE ALONG BLADED ROAD, THENCE NORTH 0.4
 DA0716'MILE ALONG TRACK ROAD TO TOP OF VOLCANIC ROCK COVERED KNOLL AND THE
 DA0716'MARK ON HIGHEST POINT, MARK USED AS TRIANGULATION STATION FLAT (USGS)
 DA0716'1934, 50.4 FEET SOUTH OF R.M. 1, 38 FEET EAST OF R.M. 2, 9.5 FEET
 DA0716'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED, CEMENTED IN A
 DA0716'DRILL HOLE IN LAVA ROCK FLUSH WITH THE GROUND SURFACE.
 DA0716
 DA0716                          STATION RECOVERY (1980)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0716'RECOVERED IN GOOD CONDITION.
 DA0716
 DA0716                          STATION RECOVERY (1980)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0716'RECOVERED IN GOOD CONDITION.
 DA0716
 DA0716                          STATION RECOVERY (1980)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0716'RECOVERED IN GOOD CONDITION.
 DA0716
 DA0716                          STATION RECOVERY (1981)
 DA0716
 DA0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA0716'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DA0716'1971.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0458 ***********************************************************************
 FR0458  DESIGNATION -  FLAT
 FR0458  PID         -  FR0458
 FR0458  STATE/COUNTY-  AZ/YAVAPAI
 FR0458  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0458
 FR0458                         *CURRENT SURVEY CONTROL
 FR0458  ___________________________________________________________________
 FR0458* NAD 83(1992)-  35 15 19.68418(N)    113 10 10.54632(W)     ADJUSTED  
 FR0458* NAVD 88     -      1618.845  (meters)    5311.16   (feet)  POSTED    
 FR0458  ___________________________________________________________________
 FR0458  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FR0458  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FR0458  DYNAMIC HT  -        1616.710 (meters)    5304.16  (feet)  COMP
 FR0458  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 FR0458
 FR0458  HORZ ORDER  -  SECOND
 FR0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0458
 FR0458.The horizontal coordinates were established by classical geodetic methods
 FR0458.and adjusted by the National Geodetic Survey in August 1993.
 FR0458
 FR0458.The orthometric height was determined by differential leveling
 FR0458.and adjusted by the  in 1992.
 FR0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0458.rate of 0.0 thru 1.0 mm/km.
 FR0458
 FR0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0458
 FR0458.The geoid height was determined by GEOID03.
 FR0458
 FR0458.The dynamic height is computed by dividing the NAVD 88
 FR0458.geopotential number by the normal gravity value computed on the
 FR0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0458.degrees latitude (g = 980.6199 gals.).
 FR0458
 FR0458.The modeled gravity was interpolated from observed gravity values.
 FR0458
 FR0458;                    North         East     Units Scale Factor Converg.
 FR0458;SPC AZ C     -   472,633.362    99,347.324   MT  1.00006015   -0 43 23.9
 FR0458;SPC AZ C     - 1,550,634.39    325,942.66   iFT  1.00006015   -0 43 23.9
 FR0458;UTM  12      - 3,903,531.771   302,622.175   MT  1.00008014   -1 15 09.9
 FR0458
 FR0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0458!SPC AZ C     -   0.99975005  x   1.00006015  =   0.99981019
 FR0458!UTM  12      -   0.99975005  x   1.00008014  =   0.99983017
 FR0458
 FR0458|---------------------------------------------------------------------|
 FR0458| PID    Reference Object                     Distance      Geod. Az  |
 FR0458|                                                           dddmmss.s |
 FR0458| FR0457 T22N R9 8W SECS 25 30 31 36           7.384 METERS 06725     |
 FR0458| FR0941 ATT TOWER 20 MI SW SELIGMAN         APPROX. 7.6 KM 1254636.0 |
 FR0458| FR0456 FLAT RM 1                             8.804 METERS 18109     |
 FR0458| FR0455 FLAT AZ MK                                         2711412.5 |
 FR0458|---------------------------------------------------------------------|
 FR0458
 FR0458                          SUPERSEDED SURVEY CONTROL
 FR0458
 FR0458  NAD 83(1986)-  35 15 19.68421(N)    113 10 10.54728(W) AD(       ) 2
 FR0458  NAD 27      -  35 15 19.66270(N)    113 10 07.84270(W) AD(       ) 2
 FR0458  NGVD 29 (??/??/92) 1617.950  (m)         5308.22   (f) ADJ UNCH    2 0
 FR0458
 FR0458.Superseded values are not recommended for survey control.
 FR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0458.See file dsdata.txt to determine how the superseded data were derived.
 FR0458
 FR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0262203532(NAD 83)
 FR0458_MARKER: DE = TRAVERSE STATION DISK
 FR0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0458_STAMPING: FLAT 1962
 FR0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0458+STABILITY: SURFACE MOTION
 FR0458
 FR0458  HISTORY     - Date     Condition        Report By
 FR0458  HISTORY     - 1962     MONUMENTED       CGS
 FR0458  HISTORY     - 1962     GOOD             CGS
 FR0458  HISTORY     - 1971     GOOD             AZHD
 FR0458  HISTORY     - 1974     GOOD             USGS
 FR0458
 FR0458                          STATION DESCRIPTION
 FR0458
 FR0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0458'THE STATION IS LOCATED ABOUT 19 MILES WEST OF SELIGMAN, ABOUT
 FR0458'7 MILES EAST OF THE MOHAVE-YAVAPAI COUNTY LINE AND IS IN THE
 FR0458'LOW PASTURE LAND JUST SOUTH OF A CATTLE GUARD.
 FR0458'
 FR0458'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO SOUTH
 FR0458'FOR 0.05 MILE, TURN RIGHT, GO NORTHWEST ON U.S. HIGHWAY 66
 FR0458'FOR 2.95 MILES TO A SIDE ROAD LEFT, TURN LEFT CROSSING
 FR0458'RAILROAD TRACKS AND GO WESTERLY ON THE MAIN GRADED ROAD FOR
 FR0458'10.6 MILES TO FORKS AND A SIGN DOBSON LIVE-STOCK CO., FORT
 FR0458'ROCK RANCH, TAKE RIGHT FORK AND CONTINUE WESTERLY ON THE MAIN
 FR0458'GRADED ROAD FOR 6.8 MILES TO A CATTLE GUARD AND THE STATION
 FR0458'ON LEFT, JUST EAST OF THE FENCE.
 FR0458'
 FR0458'THE STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN
 FR0458'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 FR0458'4 INCHES AND IS STAMPED FLAT 1962.  THE MARK IS 38 FEET SOUTH
 FR0458'OF CENTER OF CATTLE GUARD AND DIRT ROAD, 4.7 FEET SOUTHEAST OF
 FR0458'A WITNESS POST, 2.7 FEET EAST OF FENCE AND 10 FEET
 FR0458'SOUTH-SOUTHEAST OF GATE POST WITH A TRIANGLE BLAZE.
 FR0458'
 FR0458'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 FR0458'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 FR0458'IS STAMPED FLAT NO 1 1962. THE MARK IS 67 FEET SOUTH OF CENTER OF
 FR0458'CATTLE GUARD AND DIRT ROAD, 32.5 FEET SOUTH OF WITNESS POST
 FR0458'AND 1.5 FEET EAST OF FENCE.
 FR0458'
 FR0458'GENERAL LAND OFFICE SURVEY MARK, IS A 2 INCH PIPE WITH A
 FR0458'BRONZE CAP ON TOP, PROJECTS ABOUT 18 INCHES AND IS STAMPED
 FR0458'T22N, R9, R8, S25, S30, S36, S31, 1910.  THE MARK IS 39 FEET
 FR0458'SOUTHEAST OF CENTER OF CATTLE GUARD, 35 FEET SOUTH OF CENTER
 FR0458'OF DIRT ROAD AND 26.1 FEET EAST OF FENCE AND WITNESS POST.
 FR0458'
 FR0458'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 FR0458'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 FR0458'GROUND AND IS STAMPED FLAT 1962.  THE MARK IS 33 FEET NORTH
 FR0458'OF CENTER OF ROAD, 5 FEET SOUTHWEST OF WITNESS POST AND 2
 FR0458'FEET SOUTH OF FENCE.
 FR0458'
 FR0458'TO REACH THE AZIMUTH MARK FROM THE STATION, CROSS CATTLE GUARD,
 FR0458'GO WEST ON GRADED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 FR0458'
 FR0458'THE DISTANCE FROM R.M. NO. 1 TO THE GENERAL LAND OFFICE MARK IS
 FR0458'44.58 FEET.
 FR0458'
 FR0458'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0458
 FR0458                          STATION RECOVERY (1962)
 FR0458
 FR0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0458'19.1 MI W FROM SELIGMAN.
 FR0458'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0458'ITS STATION AT SELIGMAN, THENCE ABOUT 16.1 MILES WEST ALONG A GRAVEL
 FR0458'ROAD TO A NORTH-SOUTH FENCE LINE AND A CATTLE GUARD, 37 FEET SOUTH OF
 FR0458'THE CENTER OF THE ROAD, 31 FEET SOUTH OF THE SOUTH END OF THE CATTLE
 FR0458'GUARD, 3 FEET EAST OF A FENCE, 24.2 FEET WEST-SOUTH-WEST OF G.L.O.
 FR0458'1910 WHICH WAS USED AS RM 2, 4.8 FEET SOUTHEAST OF A METAL WITNESS
 FR0458'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 FR0458'CONCRETE POST PROJECTING 3 INCHES.
 FR0458
 FR0458                          STATION RECOVERY (1971)
 FR0458
 FR0458'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0458'GENERAL LOCATION INT. 40, BETWEEN KINGMAN AND SELIGMAN.  THE
 FR0458'STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FR0458'AS DESCRIBED BY THE USC AND GS IN 1961.
 FR0458
 FR0458                          STATION RECOVERY (1974)
 FR0458
 FR0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0458'TO REACH FROM WILLIAMS DRIVE WEST ALONG U.S. HWY. 66 AND
 FR0458'INTERSTATE HWY. 40 FOR 5.9 MILES TO DEVIL DOG OFF RAMP.  THENCE
 FR0458'SOUTH FOR 0.5 MILES TO OLD HWY., TURN LEFT ALONG OLD HWY. FOR
 FR0458'0.4 MILES TO WILLIAMS LOOP ROAD, TURN RIGHT (SOUTH) 4.0 MILES
 FR0458'ALONG WILLIAMS LOOP ROAD TO A SHARP LEFT CURVE, TURN RIGHT
 FR0458'(WESTERLY) ON SIGNED PRIMITIVE ROAD.  STAY LEFT AT ROAD
 FR0458'INTERSECTION AT 0.2 MILE, STAY RIGHT AT ROAD INTERSECTION AT
 FR0458'0.5 MILE, STAY RIGHT AT ROAD INTERSECTION AT 1.7 MILES, STAY
 FR0458'RIGHT AT ROAD INTERSECTION AT 2.3 MILES,... STAY LEFT AT ROAD
 FR0458'INTERSECTION AT 2.7 MILES, THROUGH GATE AT 3.2 MILES AND
 FR0458'NAGGILLER RESERVOIR AT 3.8 MILES FROM WILLIAMS LOOP ROAD.
 FR0458'FROM RESERVOIR PACK WESTERLY FOR 1/2 MILE AND 30 MINUTES
 FR0458'TO STATION.  STATION IS ON SOUTHERN HIGH POINT OF 3 HIGH
 FR0458'POINTS ON A NORTH - SOUTH RIDGE.  A STANDARD U.S. FOREST
 FR0458'SERVICE DISK SET IN MALPAIS ROCK AND STAMPED FLAT 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0411 ***********************************************************************
 GQ0411  DESIGNATION -  FLAT
 GQ0411  PID         -  GQ0411
 GQ0411  STATE/COUNTY-  AZ/MOHAVE
 GQ0411  USGS QUAD   -  MUSTANG KNOLL (1979)
 GQ0411
 GQ0411                         *CURRENT SURVEY CONTROL
 GQ0411  ___________________________________________________________________
 GQ0411* NAD 83(1992)-  36 41 24.14595(N)    113 40 07.55667(W)     ADJUSTED  
 GQ0411* NAVD 88     -      1628.1    (meters)    5342.     (feet)  VERTCON   
 GQ0411  ___________________________________________________________________
 GQ0411  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 GQ0411  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 GQ0411  HORZ ORDER  -  THIRD
 GQ0411
 GQ0411.The horizontal coordinates were established by classical geodetic methods
 GQ0411.and adjusted by the National Geodetic Survey in August 1993.
 GQ0411
 GQ0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0411
 GQ0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0411
 GQ0411.The geoid height was determined by GEOID03.
 GQ0411
 GQ0411;                    North         East     Units Scale Factor Converg.
 GQ0411;SPC AZ W     -   631,099.980   220,619.558   MT  0.99993398   +0 02 54.7
 GQ0411;SPC AZ W     - 2,070,537.99    723,817.45   iFT  0.99993398   +0 02 54.7
 GQ0411;UTM  12      - 4,063,807.773   261,558.462   MT  1.00030050   -1 35 43.1
 GQ0411
 GQ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0411!SPC AZ W     -   0.99974833  x   0.99993398  =   0.99968232
 GQ0411!UTM  12      -   0.99974833  x   1.00030050  =   1.00004875
 GQ0411
 GQ0411|---------------------------------------------------------------------|
 GQ0411| PID    Reference Object                     Distance      Geod. Az  |
 GQ0411|                                                           dddmmss.s |
 GQ0411| CH2287 FLAT RM 1                            10.405 METERS 14745     |
 GQ0411| CH2286 FLAT AZ MK                                         1902728.2 |
 GQ0411| CH2288 FLAT RM 2                            14.654 METERS 24853     |
 GQ0411|---------------------------------------------------------------------|
 GQ0411
 GQ0411                          SUPERSEDED SURVEY CONTROL
 GQ0411
 GQ0411  NAD 83(1986)-  36 41 24.14114(N)    113 40 07.55533(W) AD(       ) 3
 GQ0411  NAD 27      -  36 41 24.23500(N)    113 40 04.71900(W) AD(       ) 3
 GQ0411  NGVD 29 (07/19/86) 1627.3    (m)         5339.     (f) VERT ANG    3  
 GQ0411
 GQ0411.Superseded values are not recommended for survey control.
 GQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0411.See file dsdata.txt to determine how the superseded data were derived.
 GQ0411
 GQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6155863808(NAD 83)
 GQ0411_MARKER: DS = TRIANGULATION STATION DISK
 GQ0411_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0411
 GQ0411  HISTORY     - Date     Condition        Report By
 GQ0411  HISTORY     - 1953     MONUMENTED       CGS
 GQ0411
 GQ0411                          STATION DESCRIPTION
 GQ0411
 GQ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0411'THE STATION IS LOCATED ABOUT 29 MILES SOUTH OF ST. GEORGE,
 GQ0411'UTAH, ABOUT 8 MILES WEST-SOUTHWEST OF WOLF HOLE AND ABOUT 2 MILES
 GQ0411'SOUTH OF A FLAT-TOPPED, TIMBERED BUTTE.  IT IS ON THE
 GQ0411'WEST-SOUTHWEST RIM OF A FLAT-TOPPED MESA RIDGE WHICH DROPS
 GQ0411'OFF SHEER TO THE SOUTH AND WEST.
 GQ0411'
 GQ0411'REACHED FROM THE POST OFFICE IN ST. GEORGE BY GOING EAST
 GQ0411'ON PAVED STREET FOR 0.7 MILE TO THE NORTHWEST CORNER OF THE
 GQ0411'CEMETERY.  TURN RIGHT AND CONTINUE FOR 2.1 MILES TO A FORK
 GQ0411'AT THE SOUTH END OF THE VIRGIN RIVER BRIDGE.  TAKE THE RIGHT
 GQ0411'FORK (SOUTH) FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK,
 GQ0411'SOUTH AND SOUTHWEST, FOR 1.4 MILES TO A FORK.  TAKE THE LEFT
 GQ0411'FORK AND FOLLOW THE MAIN TRAVELED ROAD SOUTHERLY FOR 23.5
 GQ0411'MILES TO WOLF HOLE AT A CABIN AND CORRALS ON THE RIGHT.
 GQ0411'CONTINUE FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0411'CONTINUE FOR 0.3 MILE TO A FENCE CORNER.  TURN RIGHT AND
 GQ0411'CONTINUE FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 GQ0411'THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A CROSSROAD.  CONTINUE
 GQ0411'STRAIGHT AHEAD FOR 1.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0411'GO 0.1 MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 1.4
 GQ0411'MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 2.3
 GQ0411'MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.3 MILE TO A
 GQ0411'CROSSROAD.  TURN RIGHT AND CONTINUE FOR 2.3 MILES TO A
 GQ0411'FORK AT THE CREST OF A SMALL RISE AND THE AZIMUTH MARK
 GQ0411'AS DESCRIBED BELOW.  TAKE THE RIGHT FORK, DOWN GRADE, FOR
 GQ0411'0.25 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.3 MILE TO A
 GQ0411'TRIANGLE BLAZE ON A TREE TO THE LEFT OF THE ROAD.  TURN
 GQ0411'LEFT, LEAVING ROAD, AND DRIVE ABOUT 0.25 MILE TO THE EAST
 GQ0411'BASE OF BLUFF AND END OF TRUCK TRAVEL.  PACK WEST TO TOP
 GQ0411'OF MESA THENCE SOUTHWEST AROUND THE RIM FOR ABOUT 200 YARDS
 GQ0411'TO THE STATION.  A 15-MINUTE PACK.
 GQ0411'
 GQ0411'THE STATION IS 35 FEET NORTH OF THE SOUTH RIM, 27 FEET NORTH
 GQ0411'OF A 14-INCH CEDAR STUMP AND 9 FEET SOUTH OF A 6-INCH PINE
 GQ0411'ON WHICH IS A 5 -INCH TRIANGLE BLAZE.  THE MARK IS A STANDARD
 GQ0411'DISK SET IN THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 1 INCH
 GQ0411'ABOVE THE SURFACE.  THE MARK IS STAMPED FLAT 1953.
 GQ0411'
 GQ0411'REFERENCE MARK 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 GQ0411'15 FEET NORTH OF THE SOUTH RIM OF MESA, 12 FEET EAST OF A
 GQ0411'14-INCH CEDAR STUMP.  THE MARK IS A STANDARD DISK SET IN
 GQ0411'THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND.  THE
 GQ0411'MARK IS STAMPED FLAT NO 1 1953.
 GQ0411'
 GQ0411'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN THE STATION
 GQ0411'MARK, 2 FEET NORTH OF THE SOUTH RIM OF THE MESA.  THE MARK
 GQ0411'IS A STANDARD DISK SET IN AN OUTCROP THAT IS FLUSH ON THE
 GQ0411'NORTH BUT DROPS ABOUT 10 FEET TO THE SOUTH.  THE MARK IS
 GQ0411'STAMPED FLAT NO 2 1953.
 GQ0411'
 GQ0411'THE AZIMUTH MARK IS ABOUT 140 FEET NORTH OF THE ROAD, AT A
 GQ0411'POINT WHERE THE ROAD CROSSES THE CREST OF RIDGE AND ABOUT
 GQ0411'60 FEET BEFORE REACHING A FORK.  THE MARK IS ABOUT 60 FEET
 GQ0411'SOUTHWEST OF THE HIGHEST PART OF THE HILL AND 3 FEET NORTHWEST
 GQ0411'OF A SMALL CAIRN.  THE MARK IS A STANDARD DISK SET IN THE
 GQ0411'TOP OF A BOULDER THAT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE.
 GQ0411'MARK IS STAMPED FLAT 1953.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2045 ***********************************************************************
 DV2045  DESIGNATION -  FLAT
 DV2045  PID         -  DV2045
 DV2045  STATE/COUNTY-  AZ/MARICOPA
 DV2045  USGS QUAD   -  BALDY MTN (1981)
 DV2045
 DV2045                         *CURRENT SURVEY CONTROL
 DV2045  ___________________________________________________________________
 DV2045* NAD 83(1992)-  33 49 43.10633(N)    112 15 03.76620(W)     ADJUSTED  
 DV2045* NAVD 88     -       514.7    (meters)    1689.     (feet)  VERTCON   
 DV2045  ___________________________________________________________________
 DV2045  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 DV2045  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DV2045  HORZ ORDER  -  SECOND
 DV2045
 DV2045.The horizontal coordinates were established by classical geodetic methods
 DV2045.and adjusted by the National Geodetic Survey in August 1993.
 DV2045
 DV2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2045
 DV2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2045
 DV2045.The geoid height was determined by GEOID03.
 DV2045
 DV2045;                    North         East     Units Scale Factor Converg.
 DV2045;SPC AZ C     -   313,698.706   182,409.557   MT  0.99991181   -0 11 10.2
 DV2045;SPC AZ C     - 1,029,195.23    598,456.55   iFT  0.99991181   -0 11 10.2
 DV2045;UTM  12      - 3,743,859.936   384,233.602   MT  0.99976521   -0 41 47.6
 DV2045
 DV2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2045!SPC AZ C     -   0.99992381  x   0.99991181  =   0.99983563
 DV2045!UTM  12      -   0.99992381  x   0.99976521  =   0.99968904
 DV2045
 DV2045|---------------------------------------------------------------------|
 DV2045| PID    Reference Object                     Distance      Geod. Az  |
 DV2045|                                                           dddmmss.s |
 DV2045| CH5158 FLAT RM 1                             7.876 METERS 07708     |
 DV2045| CH5159 FLAT RM 2                             6.102 METERS 25706     |
 DV2045| DV2046 LAKE                                APPROX. 5.3 KM 2760619.8 |
 DV2045|---------------------------------------------------------------------|
 DV2045
 DV2045                          SUPERSEDED SURVEY CONTROL
 DV2045
 DV2045  NAD 83(1986)-  33 49 43.10127(N)    112 15 03.77022(W) AD(       ) 2
 DV2045  NAD 27      -  33 49 42.97110(N)    112 15 01.17300(W) AD(       ) 2
 DV2045  NGVD 29 (07/19/86)  514.1    (m)         1687.     (f) VERT ANG    3  
 DV2045
 DV2045.Superseded values are not recommended for survey control.
 DV2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2045.See file dsdata.txt to determine how the superseded data were derived.
 DV2045
 DV2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8423443860(NAD 83)
 DV2045_MARKER: DD = SURVEY DISK
 DV2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2045+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 DV2045
 DV2045  HISTORY     - Date     Condition        Report By
 DV2045  HISTORY     - 1978     MONUMENTED       AZDT
 DV2045  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 DV2045  HISTORY     - 19990109 MARK NOT FOUND   USPSQD
 DV2045  HISTORY     - 20000109 GOOD             USPSQD
 DV2045  HISTORY     - 20031221 GOOD             USPSQD
 DV2045  HISTORY     - 20081002 GOOD             GEOCAC
 DV2045
 DV2045                          STATION DESCRIPTION
 DV2045
 DV2045'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2045'THE STATION IS ABOUT 22.5 MILES EAST OF MORRISTOWN, AND 1 MILE
 DV2045'SOUTH SOUTHEAST OF LAKE PLEASANT ON THE NORTH SIDE OF STATE
 DV2045'HWY. 74 JUST WEST OF A TRANSMISSION LINE.
 DV2045'
 DV2045'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FLAT 1976 AND
 DV2045'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 DV2045'105 FEET NORTH OF HWY. CENTERLINE AND 0.15 MILE WEST OF N-S
 DV2045'TRANSMISSION LINE MARKED WITH A WITNESS POST AND SIGN 20 FEET TO
 DV2045'NORTHEAST.
 DV2045'
 DV2045'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FLAT RM 1
 DV2045'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 125
 DV2045'FT. NORTH OF HWY. CENTERLINE.
 DV2045'
 DV2045'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FLAT
 DV2045'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2045'ABOUT 125 FEET NORTH OF HWY. CENTERLINE.
 DV2045'
 DV2045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 93 AND
 DV2045'STATE HWY. 74, 0.8 MILES NORTHWEST OF MORRISTOWN, TRAVEL EAST ON
 DV2045'HWY. 74 FOR 22.70 MILES TO STATION ON THE LEFT.
 DV2045'
 DV2045'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2045
 DV2045                          STATION RECOVERY (1996)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2045'MARK NOT FOUND.
 DV2045
 DV2045                          STATION RECOVERY (1999)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2045'MARK NOT FOUND.
 DV2045
 DV2045                          STATION RECOVERY (2000)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2045'RECOVERED IN GOOD CONDITION.
 DV2045
 DV2045                          STATION RECOVERY (2003)
 DV2045
 DV2045'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2045'WITNESS POST UNREADABLE AND HAS BULLET HOLES.
 DV2045
 DV2045                          STATION RECOVERY (2008)
 DV2045
 DV2045'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV2045'RECOVERED STATION FLAT ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
 DV2045' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0252 ***********************************************************************
 GO0252  DESIGNATION -  FLAT
 GO0252  PID         -  GO0252
 GO0252  STATE/COUNTY-  AZ/APACHE
 GO0252  USGS QUAD   -  ROCK POINT (1968)
 GO0252
 GO0252                         *CURRENT SURVEY CONTROL
 GO0252  ___________________________________________________________________
 GO0252* NAD 83(1992)-  36 44 59.88478(N)    109 44 52.35642(W)     ADJUSTED  
 GO0252* NAVD 88     -      1656.5    (meters)    5435.     (feet)  VERTCON   
 GO0252  ___________________________________________________________________
 GO0252  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GO0252  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 GO0252  HORZ ORDER  -  THIRD
 GO0252
 GO0252.The horizontal coordinates were established by classical geodetic methods
 GO0252.and adjusted by the National Geodetic Survey in August 1993.
 GO0252
 GO0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0252
 GO0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0252
 GO0252.The geoid height was determined by GEOID03.
 GO0252
 GO0252;                    North         East     Units Scale Factor Converg.
 GO0252;SPC AZ E     -   637,807.267   250,755.245   MT  0.99991722   +0 15 02.1
 GO0252;SPC AZ E     - 2,092,543.53    822,687.81   iFT  0.99991722   +0 15 02.1
 GO0252;UTM  12      - 4,067,866.922   611,775.277   MT  0.99975392   +0 44 57.3
 GO0252
 GO0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0252!SPC AZ E     -   0.99974336  x   0.99991722  =   0.99966060
 GO0252!UTM  12      -   0.99974336  x   0.99975392  =   0.99949735
 GO0252
 GO0252:                Primary Azimuth Mark                     Grid Az
 GO0252:SPC AZ E     -  2 170 A                                  114 58 00.6
 GO0252:UTM  12      -  2 170 A                                  114 28 05.4
 GO0252
 GO0252|---------------------------------------------------------------------|
 GO0252| PID    Reference Object                     Distance      Geod. Az  |
 GO0252|                                                           dddmmss.s |
 GO0252| GO0237 2 170 A                             APPROX. 7.3 KM 1151302.7 |
 GO0252|---------------------------------------------------------------------|
 GO0252
 GO0252                          SUPERSEDED SURVEY CONTROL
 GO0252
 GO0252  NAD 83(1986)-  36 44 59.88481(N)    109 44 52.35690(W) AD(       ) 3
 GO0252  NGVD 29 (08/22/88) 1655.6    (m)         5432.     (f) VERT ANG    3  
 GO0252
 GO0252.Superseded values are not recommended for survey control.
 GO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0252.See file dsdata.txt to determine how the superseded data were derived.
 GO0252
 GO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1177567867(NAD 83)
 GO0252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GO0252_SETTING: 66 = SET IN ROCK OUTCROP
 GO0252_SP_SET: SET IN ROCK OUTCROP
 GO0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0252+STABILITY: POSITION/ELEVATION WELL
 GO0252
 GO0252  HISTORY     - Date     Condition        Report By
 GO0252  HISTORY     - 1949     MONUMENTED       USGS
 GO0252  HISTORY     - 1952     GOOD             USGS
 GO0252
 GO0252                          STATION DESCRIPTION
 GO0252
 GO0252'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0252'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0523 ***********************************************************************
 GP0523  DESIGNATION -  FLAT
 GP0523  PID         -  GP0523
 GP0523  STATE/COUNTY-  AZ/COCONINO
 GP0523  USGS QUAD   -  TANNER WELL (1985)
 GP0523
 GP0523                         *CURRENT SURVEY CONTROL
 GP0523  ___________________________________________________________________
 GP0523* NAD 83(1992)-  36 30 47.30612(N)    111 38 20.89055(W)     ADJUSTED  
 GP0523* NAVD 88     -      1851.4    (meters)    6074.     (feet)  VERTCON   
 GP0523  ___________________________________________________________________
 GP0523  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GP0523  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GP0523  HORZ ORDER  -  THIRD
 GP0523
 GP0523.The horizontal coordinates were established by classical geodetic methods
 GP0523.and adjusted by the National Geodetic Survey in August 1993.
 GP0523
 GP0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0523
 GP0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0523
 GP0523.The geoid height was determined by GEOID03.
 GP0523
 GP0523;                    North         East     Units Scale Factor Converg.
 GP0523;SPC AZ C     -   611,483.030   238,217.595   MT  0.99990761   +0 09 54.5
 GP0523;SPC AZ C     - 2,006,177.92    781,553.79   iFT  0.99990761   +0 09 54.5
 GP0523;UTM  12      - 4,041,055.617   442,771.306   MT  0.99964035   -0 22 49.1
 GP0523
 GP0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0523!SPC AZ C     -   0.99971310  x   0.99990761  =   0.99962073
 GP0523!UTM  12      -   0.99971310  x   0.99964035  =   0.99935355
 GP0523
 GP0523:                Primary Azimuth Mark                     Grid Az
 GP0523:SPC AZ C     -  SHINUMO                                  217 33 12.8
 GP0523:UTM  12      -  SHINUMO                                  218 05 56.4
 GP0523
 GP0523|---------------------------------------------------------------------|
 GP0523| PID    Reference Object                     Distance      Geod. Az  |
 GP0523|                                                           dddmmss.s |
 GP0523| GP0591 SHINUMO                             APPROX.11.2 KM 2174307.3 |
 GP0523|---------------------------------------------------------------------|
 GP0523
 GP0523                          SUPERSEDED SURVEY CONTROL
 GP0523
 GP0523  NAD 83(1986)-  36 30 47.30448(N)    111 38 20.88670(W) AD(       ) 3
 GP0523  NGVD 29 (05/08/89) 1850.4    (m)         6071.     (f) VERT ANG    3  
 GP0523
 GP0523.Superseded values are not recommended for survey control.
 GP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0523.See file dsdata.txt to determine how the superseded data were derived.
 GP0523
 GP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4277141056(NAD 83)
 GP0523_MARKER: DD = SURVEY DISK
 GP0523_SETTING: 66 = SET IN ROCK OUTCROP
 GP0523_SP_SET: SET IN ROCK OUTCROP
 GP0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0523+STABILITY: POSITION/ELEVATION WELL
 GP0523
 GP0523  HISTORY     - Date     Condition        Report By
 GP0523  HISTORY     - 1953     MONUMENTED       USGS
 GP0523
 GP0523                          STATION DESCRIPTION
 GP0523
 GP0523'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0523'LOCATED 11 MI NNW. OF CEDAR RIDGE TRADING POST, 7 MI NE. OF
 GP0523'SHINUMO ALTAR BUTTE, 2.5 MI SW. OF U.S. HWY. 89.
 GP0523'
 GP0523'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE
 GP0523'10.1 MI NW. ON U.S. HWY. 89 TO CONCRETE BRIDGE.  GO 3 MI W. UPHILL
 GP0523'ON TRACK RD. TO Y-RD. AND X-RDS.  CONTINUE STRAIGHT AHEAD 0.4 MI
 GP0523'NW. ON MAIN-TRAVELED RD. TO RD. FORKS, TAKE RIGHT FORK 0.9 MI
 GP0523'NW.  TURN RIGHT AND FOLLOW RIDGE ABOUT 0.5 MI N. CROSS-COUNTRY TO
 GP0523'STATION.
 GP0523'
 GP0523'STATION MARK--STANDARD TABLET STAMPED---FLAT 1953---, CEMENTED IN
 GP0523'SOLID ROCK OUTCROP.
 GP0523'
 GP0523'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK
 GP0523'OUTCROP.
 GP0523'
 GP0523'RM 2--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1039 ***********************************************************************
 FR1039  DESIGNATION -  FLAT
 FR1039  PID         -  FR1039
 FR1039  STATE/COUNTY-  AZ/COCONINO
 FR1039  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR1039
 FR1039                         *CURRENT SURVEY CONTROL
 FR1039  ___________________________________________________________________
 FR1039* NAD 83(1992)-  35 09 26.02672(N)    112 20 07.00157(W)     ADJUSTED  
 FR1039* NAVD 88     -      2080.6    (meters)    6826.     (feet)  VERTCON   
 FR1039  ___________________________________________________________________
 FR1039  LAPLACE CORR-           8.72  (seconds)                    DEFLEC99
 FR1039  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 FR1039  HORZ ORDER  -  THIRD
 FR1039
 FR1039.The horizontal coordinates were established by classical geodetic methods
 FR1039.and adjusted by the National Geodetic Survey in August 1993.
 FR1039
 FR1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR1039
 FR1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR1039
 FR1039.The geoid height was determined by GEOID03.
 FR1039
 FR1039;                    North         East     Units Scale Factor Converg.
 FR1039;SPC AZ C     -   461,096.069   175,222.659   MT  0.99991792   -0 14 27.8
 FR1039;SPC AZ C     - 1,512,782.38    574,877.49   iFT  0.99991792   -0 14 27.8
 FR1039;UTM  12      - 3,891,295.567   378,383.445   MT  0.99978228   -0 46 08.3
 FR1039
 FR1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR1039!SPC AZ C     -   0.99967737  x   0.99991792  =   0.99959532
 FR1039!UTM  12      -   0.99967737  x   0.99978228  =   0.99945972
 FR1039
 FR1039:                Primary Azimuth Mark                     Grid Az
 FR1039:SPC AZ C     -  LIZARD                                   159 24 07.3
 FR1039:UTM  12      -  LIZARD                                   159 55 47.8
 FR1039
 FR1039|---------------------------------------------------------------------|
 FR1039| PID    Reference Object                     Distance      Geod. Az  |
 FR1039|                                                           dddmmss.s |
 FR1039| FR1040 LIZARD                              APPROX. 8.4 KM 1590939.5 |
 FR1039|---------------------------------------------------------------------|
 FR1039
 FR1039                          SUPERSEDED SURVEY CONTROL
 FR1039
 FR1039  NAD 83(1986)-  35 09 26.02484(N)    112 20 06.99877(W) AD(       ) 3
 FR1039  NGVD 29 (04/23/90) 2079.7    (m)         6823.     (f) VERT ANG    3  
 FR1039
 FR1039.Superseded values are not recommended for survey control.
 FR1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1039.See file dsdata.txt to determine how the superseded data were derived.
 FR1039
 FR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7838391296(NAD 83)
 FR1039
 FR1039  HISTORY     - Date     Condition        Report By
 FR1039  HISTORY     - 1945     MONUMENTED       USFS
 FR1039  HISTORY     - 1959     GOOD             USGS
 FR1039
 FR1039                          STATION DESCRIPTION
 FR1039
 FR1039'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FR1039'RECOVERED AS DESCRIBED BY USFS.  ALL MARKS IN GOOD CONDITION.
 FR1039'THEIR LOCATED FOLLOWS.
 FR1039'
 FR1039'LOCATED ABOUT 8 MI W. OF BILL WILLIAMS MOUNTAIN LOT.  ON HIGH
 FR1039'ROCKY POINT, MOST SOUTHERLY OF THREE HIGH POINTS ON FLAT MESA.
 FR1039'
 FR1039'STATION MARK--USFS DISK STAMPED---FLAT 1945---, IN MALPAIS ROCK.
 FR1039'
 FR1039'1974 NOTE--NEW TO REACH FROM FORM 9-1165.  TO REACH FROM
 FR1039'WILLIAMS, DRIVE 5.9 MI W. ALONG U.S. HWY. 66 AND I-HWY. 40 TO
 FR1039'DEVIL DOG OFF RAMP.  THENCE 0.5 MI S. TO OLD HWY.  TURN LEFT ALONG
 FR1039'OLD HWY. 0.4 MI TO WILLIAMS LOOP RD.  TURN RIGHT 4.0 MI S. ALONG
 FR1039'WILLIAMS LOOP RD. TO SHARP LEFT CURVE.  TURN RIGHT WESTERLY ON
 FR1039'SIGNED PRIMITIVE ROAD.  STAY LEFT AT INTERSECTION 0.2 MI.  STAY
 FR1039'RIGHT AT INTERSECTION 0.3 MI.  STAY RIGHT AT INTERSECTION 1.2 MI.
 FR1039'STAY RIGHT AT INTERSECTION 0.8 MI.  STAY LEFT AT INTERSECTION 0.2
 FR1039'MI TO INTERSECTION.  STAY LEFT 0.5 MI TO GATE, GO THROUGH GATE 0.6
 FR1039'MI TO MAGILLER RESERVOIR.  PACK WESTERLY 0.5 MI TO STATION.  A
 FR1039'30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1298 ***********************************************************************
 DB1298  DESIGNATION -  FLAT HILL
 DB1298  PID         -  DB1298
 DB1298  STATE/COUNTY-  AZ/YUMA
 DB1298  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1298
 DB1298                         *CURRENT SURVEY CONTROL
 DB1298  ___________________________________________________________________
 DB1298* NAD 83(1992)-  32 53 46.42479(N)    114 23 36.05350(W)     ADJUSTED  
 DB1298* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 DB1298  ___________________________________________________________________
 DB1298  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DB1298  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DB1298  HORZ ORDER  -  FIRST
 DB1298
 DB1298.The horizontal coordinates were established by classical geodetic methods
 DB1298.and adjusted by the National Geodetic Survey in August 1993.
 DB1298
 DB1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1298
 DB1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1298
 DB1298.The geoid height was determined by GEOID03.
 DB1298
 DB1298;                    North         East     Units Scale Factor Converg.
 DB1298;SPC AZ W     -   210,434.680   153,170.251   MT  0.99997799   -0 20 57.9
 DB1298;SPC AZ W     -   690,402.49    502,527.07   iFT  0.99997799   -0 20 57.9
 DB1298;SPC CA 6     -   582,456.956 2,173,700.800   MT  0.99998313   +1 01 12.9
 DB1298;SPC CA 6     - 1,910,944.20  7,131,550.04   sFT  0.99998313   +1 01 12.9
 DB1298;UTM  11      - 3,642,796.555   743,821.955   MT  1.00033308   +1 24 59.1
 DB1298
 DB1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1298!SPC AZ W     -   0.99997918  x   0.99997799  =   0.99995717
 DB1298!SPC CA 6     -   0.99997918  x   0.99998313  =   0.99996231
 DB1298!UTM  11      -   0.99997918  x   1.00033308  =   1.00031225
 DB1298
 DB1298|---------------------------------------------------------------------|
 DB1298| PID    Reference Object                     Distance      Geod. Az  |
 DB1298|                                                           dddmmss.s |
 DB1298| CE9384 FLAT HILL RM 1                       14.981 METERS 01626     |
 DB1298| DB1305 FLAT HILL RM 3                       14.937 METERS 01636     |
 DB1298| DW0925 1289 CAIRN                          APPROX.13.4 KM 0245252.5 |
 DB1298| CE9385 FLAT HILL RM 2                       21.318 METERS 25245     |
 DB1298| CE9383 NORTH BASE=FLAT HILL AZ MK                         2803405.6 |
 DB1298|---------------------------------------------------------------------|
 DB1298
 DB1298                          SUPERSEDED SURVEY CONTROL
 DB1298
 DB1298  NAD 83(1986)-  32 53 46.42703(N)    114 23 36.05907(W) AD(       ) 1
 DB1298  NAD 27      -  32 53 46.27811(N)    114 23 33.25394(W) AD(       ) 1
 DB1298  NGVD 29 (07/19/86)  165.3    (m)          542.     (f) VERT ANG    3  
 DB1298
 DB1298.Superseded values are not recommended for survey control.
 DB1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1298.See file dsdata.txt to determine how the superseded data were derived.
 DB1298
 DB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4382242797(NAD 83)
 DB1298_MARKER: DS = TRIANGULATION STATION DISK
 DB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1298
 DB1298  HISTORY     - Date     Condition        Report By
 DB1298  HISTORY     - 1934     MONUMENTED       CGS
 DB1298  HISTORY     - 1949     GOOD             CGS
 DB1298  HISTORY     - 1952     GOOD             USE
 DB1298  HISTORY     - 1956     GOOD             CGS
 DB1298  HISTORY     - 1961     GOOD             AMS
 DB1298  HISTORY     - 1964     GOOD             CGS
 DB1298  HISTORY     - 1971     GOOD             CGS
 DB1298  HISTORY     - 1981     GOOD             NGS
 DB1298
 DB1298                          STATION DESCRIPTION
 DB1298
 DB1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1298'THIS STATION IS ON A LOW FLAT HILL ABOUT 4 MILES E OF THE COLORADO
 DB1298'RIVER AND ABOUT 19 MILES NE OF YUMA, ON THE WESTERN EDGE OF THE
 DB1298'HILL AND ABOUT 1/2 MILE E BY SE OF THE NORTH BASE STATION
 DB1298'OF THE U.S.B.R.
 DB1298'
 DB1298'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DB1298'DISKS SET IN CONCRETE.
 DB1298'
 DB1298'STATION REACHED FROM YUMA BY FOLLOWING U.S. HIGHWAY 80 EASTERLY
 DB1298'FROM THE POST OFFICE 9.6 MILES, TURN LEFT ON THE DOME ROAD,
 DB1298'GO 1.0 MILE, KEEP STRAIGHT AHEAD, GO 1.0 MILE, TURN RIGHT, GO
 DB1298'8.3 MILES, TURN LEFT ON THE QUARTZITE ROAD, GO 1.0 MILE CROSSING
 DB1298'THE SUSPENSION BRIDGE OVER THE GILA RIVER, TAKE THE RIGHT
 DB1298'FORK, GO 5.0 MILES, TAKE LEFT FORK, GO 1.6 MILES TO THE
 DB1298'PETRIFIED FOREST ROAD ON THE LEFT, TURN LEFT AND GO 2.7 MILES,
 DB1298'TAKE THE RIGHT FORK AT A SIGN READING UNLAWFUL TO PICK UP
 DB1298'PETRIFIED WOOD.  FOLLOW MAIN-TRAVELED ROAD 2.4 MILES AND TURN
 DB1298'RIGHT ON TRACKS LEADING TOWARD THE SIGNAL ON N BASE.  GO
 DB1298'0.4 MILE AND PASS N BASE SIGNAL.  GO E ACROSS COUNTRY 0.4
 DB1298'MILE TO THE STATION ON LOW HILL WHICH CAN BE SEEN TO THE
 DB1298'E FROM THE N BASE.
 DB1298
 DB1298                          STATION RECOVERY (1949)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1298'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION BUT
 DB1298'NOT AS PREVIOUSLY DESCRIBED.  THE CORRECT DISTANCES AND DIRECTIONS
 DB1298'TO THE REFERENCE MARKS ARE LISTED ABOVE.  AN AZIMUTH MARK WAS
 DB1298'ESTABLISHED.
 DB1298'
 DB1298'THE STATION IS LOCATED ABOUT 19 MILES AIR LINE NORTHEAST OF
 DB1298'YUMA AND ABOUT 4 MILES AIR LINE EAST OF THE COLORADO RIVER ON
 DB1298'A SMALL SANDY KNOLL OF A LONG FLAT BENCH.  THIS AREA IS COVERED
 DB1298'WITH SMALL PIECES OF PETRIFIED WOOD.  THE STATION MARK
 DB1298'PROJECTS 5 INCHES, IS SET ON THE HIGHEST
 DB1298'POINT OF THE KNOLL 7 FEET NORTH OF A WHITE WITNESS POST.  THE
 DB1298'MARK IS STAMPED, FLAT HILL 1934.
 DB1298'
 DB1298'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS ABOUT 30 INCHES
 DB1298'LOWER THAN THE STATION MARK AND IS STAMPED, FLAT HILL NO 1 1934.
 DB1298'
 DB1298'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, IS ABOUT 3 FEET LOWER
 DB1298'THAN THE STATION MARK AND IS STAMPED, FLAT HILL NO 2 1934.
 DB1298'
 DB1298'THE AZIMUTH MARK IS WELDED TO THE TOP OF A 2 1/2-INCH IRON
 DB1298'PIPE SET IN CONCRETE ON A FLAT BENCH 3 FEET NORTH OF A WHITE
 DB1298'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED, FLAT HILL
 DB1298'1949.
 DB1298'
 DB1298'TO REACH THE STATION FROM COUNTY WELL, WHICH IS ON STATE
 DB1298'HIGHWAY 95, ABOUT 25 MILES NORTHERLY FROM YUMA.  GO SOUTH ON
 DB1298'HIGHWAY 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 1.3 MILES TO A
 DB1298'FORK.  TURN RIGHT, GO 0.45 MILE TO A FORK.  TURN RIGHT, GO
 DB1298'1.2 MILES TO A FORK.  TURN RIGHT, GO 0.45 MILE TO A FORK.  TURN
 DB1298'RIGHT, GO 1.8 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 0.7 MILE
 DB1298'TO STATION.
 DB1298
 DB1298                          STATION RECOVERY (1952)
 DB1298
 DB1298'RECOVERY NOTE BY US ENGINEERS 1952
 DB1298'STATION WITH TRIPOD AND REFERENCE IN GOOD CONDITION.
 DB1298'
 DB1298'TO REACH FROM YUMA, TRAVEL NORTH ON HWY. 95 TO THE COUNTY
 DB1298'WELL (MILE POST 50, 24.2 MILES FROM 4TH AVE. IN YUMA), GO
 DB1298'LEFT 3.7 MILES ON GOOD GRAVEL ROAD.  FROM HERE THE STATION
 DB1298'WITH TRIPOD IS CLEARLY VISIBLE ABOUT 1/2 MILE TO THE RIGHT
 DB1298'ON A LOW SAND KNOLL.  EITHER GO CROSS COUNTRY TO STATION
 DB1298'OR CIRCLE AROUND BY ROAD AS FOLLOWS--CONTINUE ALONG GRAVEL ROAD
 DB1298'0.8 MILES, TURN RIGHT AND GO 0.55 MILES TO A FORK, GO STRAIGHT
 DB1298'AHEAD 0.4 MILES TO A FORK, GO RIGHT 0.25 MILES PAST USED
 DB1298'ARTILLERY RANGE DANGER SIGN NO. 83 TO A FORK, GO STRAIGHT
 DB1298'0.1 MILE TO A MIXTURE OF ROADS AND TRACKS, CONTINUE STRAIGHT
 DB1298'AHEAD 0.95 MILES TO A FORK, GO STRAIGHT 0.4 MILE, TURN
 DB1298'RIGHT 0.5 MILE TO THE STATION.  DRIVE STATION.
 DB1298
 DB1298                          STATION RECOVERY (1956)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DB1298'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DB1298'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DB1298'CONDITION.
 DB1298'
 DB1298'FOLLOWING IS A NEW DESCRIPTION--
 DB1298'
 DB1298'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF YUMA ON
 DB1298'THE HIGHEST POINT OF A LOW SANDY KNOLL, 8 FEET NORTH OF A WITNESS
 DB1298'POST.  THE MARK IS STAMPED FLAT HILL 1934 AND PROJECTS 2
 DB1298'INCHES.
 DB1298'
 DB1298'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 DB1298'THE STATION, PROJECTS 3 INCHES AND IS STAMPED FLAT HILL NO 1
 DB1298'1934.
 DB1298'
 DB1298'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 DB1298'THE STATION, PROJECTS 4 INCHES AND IS STAMPED FLAT HILL NO
 DB1298'2 1934.
 DB1298'
 DB1298'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 105.45 FEET.
 DB1298'
 DB1298'THE AZIMUTH MARK IS JUST WEST OF A FORK IN A TRACK ROAD, 3
 DB1298'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK BRAZED
 DB1298'TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 3 INCHES AND
 DB1298'IS SURROUNDED BY CONCRETE.  THE MARK IS STAMPED FLAT HILL
 DB1298'1949.
 DB1298'
 DB1298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95
 DB1298'AND U.S. HIGHWAY 80 IN THE SOUTH EDGE OF YUMA, GO EAST AND NORTH
 DB1298'ON STATE HIGHWAY 95 FOR 20.5 MILES TO ENTRANCE TO THE YUMA
 DB1298'TEST STATION (U.S. ARMY), CONTINUE NORTH FOR 2.55 MILES TO A
 DB1298'SIDE ROAD LEFT AND SIGN MARTINEZ LAKE, TURN LEFT AND GO WEST
 DB1298'AND NORTHWEST FOR 4.05 MILES TO A TRACK ROAD ON THE RIGHT.
 DB1298'TURN RIGHT AND GO EAST AND SOUTHEAST ON TRACK ROAD FOR 0.5
 DB1298'MILE TO A CROSSROAD, (AZIMUTH MARK IS 0.1 MILE WEST AS
 DB1298'DESCRIBED.) CONTINUE SOUTHEAST FOR 0.4 MILE TO THE HIGHEST POINT
 DB1298'OF SANDY KNOLL AND STATION AS DESCRIBED.
 DB1298
 DB1298                          STATION RECOVERY (1961)
 DB1298
 DB1298'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DB1298'STATION WAS RECOVERED IN GOOD CONDITION.
 DB1298
 DB1298                          STATION RECOVERY (1964)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1298'THE STATION WAS RECOVERED AND ALL MARKS, AS DESCRIBED IN
 DB1298'1949, WERE FOUND IN GOOD CONDITION.  THE ORIGINAL ROUTE TO
 DB1298'THE STATION IS NOW OBSOLETE AND A NEW ROUTE IS DESCRIBED
 DB1298'BELOW.
 DB1298'
 DB1298'THE STATION IS NOW WITHIN THE ARMY, YUMA TEST STATION, 19 MILES
 DB1298'NORTHEAST OF YUMA, 4 MILES EAST OF THE COLORADO RIVER, 3-3/4 MILES
 DB1298'NORTHEAST OF THE YUMA TEST STATION HEADQUARTERS AND ON THE SUMMIT
 DB1298'OF A SMALL SANDY KNOLL PROJECTING ABOVE A LONG FLAT BENCH.
 DB1298'A POWERLINE PASSES OVER THE TOP OF THE STATION KNOLL, 60 FEET
 DB1298'EAST OF THE STATION.
 DB1298'
 DB1298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 DB1298'AND 95 IN SOUTH YUMA, DRIVE EAST AND NORTH ON U.S. HIGHWAY 95
 DB1298'FOR 20.6 MILES TO A SIDE ROAD ON THE LEFT BETWEEN TWO HUGE
 DB1298'OBSOLETE ARMY RIFLES WHICH LEADS WEST TO IMPERIAL DAM AND
 DB1298'THE YUMA TEST STATION HEADQUARTERS.  CONTINUE NORTH ON U.S.
 DB1298'HIGHWAY 95 FOR 2.8 MILES TO A SIDE ROAD ON THE LEFT AND SIGN
 DB1298'READING, MARTINEZ LAKE ROAD.  TURN LEFT, AS PER SIGN, AND
 DB1298'DRIVE WESTERLY ON THE BLACK-TOP ROAD FOR 2.6 MILES TO A CURVE
 DB1298'IN THE ROAD AT A POINT WHERE A NORTH-SOUTH POWER LINE
 DB1298'CROSSES THE ROAD.  TURN RIGHT AND DRIVE NORTH ALONG THE
 DB1298'POWERLINE FOR 1.1 MILES TO THE SUMMIT OF A KNOLL AND THE
 DB1298'STATION ON THE LEFT.
 DB1298'
 DB1298'PERMISSION TO REACH THE STATION SITE MUST BE OBTAINED FROM
 DB1298'THE PROVOST MARSHAL AT THE YUMA TEST STATION HEADQUARTERS.
 DB1298'
 DB1298'THIS STATION WAS VISITED BY A LIGHTKEEPER FOR CHECK ANGLE
 DB1298'PURPOSES ONLY AT THIS TIME.
 DB1298
 DB1298                          STATION RECOVERY (1971)
 DB1298
 DB1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971 (EBL)
 DB1298'THE STATION MARK, REFERENCE MARK 2, AZIMUTH MARK WERE RECOVERED IN
 DB1298'GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN HIT BY HEAVY MACHINERY AND
 DB1298'TILTED.  IT WAS REPOSITIONED AND ESTABLISHED AS REFERENCE MARK 3.
 DB1298'DISTANCES AND DIRECTIONS TO REFERENCE MARK 2 AND THE AZIMUTH MARK
 DB1298'COMPARED FAVORABLY WITH 1956 OBERVATIONS.  A COMPLETE NEW DESCRIPTION
 DB1298'FOLLOWS.
 DB1298'
 DB1298'THE STATION IS ABOUT 19 MILES NORTHEAST OF YUMA, 5 MILES EAST OF THE
 DB1298'COLORADO RIVER, 3.5 MILES NORTHEAST OF THE YUMA TEST STATION
 DB1298'HEADQUARTERS, AND ON PROPERTY OF THE U.S. GOVERNMENT.
 DB1298'
 DB1298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND THE
 DB1298'MAIN ENTRANCE WEST TO THE YUMA TEST STATION HEADQUARTERS ABOUT 20
 DB1298'MILES NORTHEAST OF YUMA, GO NORTH ON U.S. HIGHWAY 95 FOR 2.8 MILES
 DB1298'TO PAVED ROAD LEFT AT SIGN MARTINEZ LAKE.  TURN LEFT AND GO
 DB1298'NORTHWEST ON MARTINEZ LAKE ROAD FOR 2.7 MILES TO A TRACK ROAD ON
 DB1298'RIGHT AT POWER LINE.  TURN RIGHT AND GO NORTH ON TRACK ROAD
 DB1298'UNDER POWER LINE FOR 1.2 MILES TO SUMMIT OF SMALL SANDY RISE AND
 DB1298'THE STATION ON THE LEFT.
 DB1298'
 DB1298'THE STATION MARK IS A STANDARD DISK STAMPED FLAT HILL 1934, SET IN
 DB1298'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 DB1298'ABOVE THE GROUND.  IT IS 96 FEET WEST OF THE CENTER OF THE TRACK
 DB1298'ROAD.
 DB1298'
 DB1298'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT HILL NO 2 1934,
 DB1298'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 DB1298'6 INCHES ABOVE THE GROUND.
 DB1298'
 DB1298'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FLAT HILL 1934 NO 3
 DB1298'1971, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DB1298'PROJECTING 3 INCHES ABOVE THE GROUND.
 DB1298'
 DB1298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT HILL 1949 USBR
 DB1298'NORTH BASE, WELDED TO THE TOP OF A PIPE AND SURROUNDED BY A DOME
 DB1298'SHAPED MASS OF CONCRETE PROJECTING 8 INCHES ABOVE THE GROUND.  IT
 DB1298'IS 3.1 FEET NORTH OF A 4 BY 4-INCH WOODEN WITNESS POST.
 DB1298'
 DB1298'TO REACH THE AZIMUTH MARK FROM 1.2 MILES SOUTH OF THE STATION AT
 DB1298'THE JUNCTION OF THE PAVED ROAD AND POWER LINE, GO NORTHWEST ON PAVED
 DB1298'ROAD FOR 0.8 MILE, THENCE TURN NORTHEAST ACROSS DESERT FOR 0.3 MILE
 DB1298'TO THE SUMMIT OF A LOW RIDGE AND THE AZIMUTH MARK.
 DB1298
 DB1298                          STATION RECOVERY (1981)
 DB1298
 DB1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1298'THE STATION WAS RECOVERED AS DESCRIBED IN 1971.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1305 ***********************************************************************
 DB1305  DESIGNATION -  FLAT HILL RM 3
 DB1305  PID         -  DB1305
 DB1305  STATE/COUNTY-  AZ/YUMA
 DB1305  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1305
 DB1305                         *CURRENT SURVEY CONTROL
 DB1305  ___________________________________________________________________
 DB1305* NAD 83(1992)-  32 53 46.88944(N)    114 23 35.88925(W)     ADJUSTED  
 DB1305* NAVD 88     -       165.0    (meters)     541.     (feet)  VERTCON   
 DB1305  ___________________________________________________________________
 DB1305  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DB1305  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DB1305  HORZ ORDER  -  FIRST
 DB1305
 DB1305.The horizontal coordinates were established by classical geodetic methods
 DB1305.and adjusted by the National Geodetic Survey in August 1993.
 DB1305
 DB1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1305
 DB1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1305
 DB1305.The geoid height was determined by GEOID03.
 DB1305
 DB1305;                    North         East     Units Scale Factor Converg.
 DB1305;SPC AZ W     -   210,448.967   153,174.607   MT  0.99997798   -0 20 57.8
 DB1305;SPC AZ W     -   690,449.37    502,541.36   iFT  0.99997798   -0 20 57.8
 DB1305;SPC CA 6     -   582,471.344 2,173,704.813   MT  0.99998312   +1 01 13.0
 DB1305;SPC CA 6     - 1,910,991.40  7,131,563.21   sFT  0.99998312   +1 01 13.0
 DB1305;UTM  11      - 3,642,810.975   743,825.870   MT  1.00033311   +1 24 59.2
 DB1305
 DB1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1305!SPC AZ W     -   0.99997934  x   0.99997798  =   0.99995732
 DB1305!SPC CA 6     -   0.99997934  x   0.99998312  =   0.99996246
 DB1305!UTM  11      -   0.99997934  x   1.00033311  =   1.00031244
 DB1305
 DB1305:                Primary Azimuth Mark                     Grid Az
 DB1305:SPC AZ W     -  PGT NO 2                                 067 14 03.8
 DB1305:SPC CA 6     -  PGT NO 2                                 065 51 53.0
 DB1305:UTM  11      -  PGT NO 2                                 065 28 06.8
 DB1305
 DB1305|---------------------------------------------------------------------|
 DB1305| PID    Reference Object                     Distance      Geod. Az  |
 DB1305|                                                           dddmmss.s |
 DB1305| DB1273 PGT NO 2                            APPROX. 8.7 KM 0665306.0 |
 DB1305| DB1298 FLAT HILL                            14.937 METERS 19636     |
 DB1305|---------------------------------------------------------------------|
 DB1305
 DB1305                          SUPERSEDED SURVEY CONTROL
 DB1305
 DB1305  NAD 83(1986)-  32 53 46.89168(N)    114 23 35.89481(W) AD(       ) 1
 DB1305  NAD 27      -  32 53 46.74277(N)    114 23 33.08968(W) AD(       ) 1
 DB1305  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG    3  
 DB1305
 DB1305.Superseded values are not recommended for survey control.
 DB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1305.See file dsdata.txt to determine how the superseded data were derived.
 DB1305
 DB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4382642811(NAD 83)
 DB1305_MARKER: DR = REFERENCE MARK DISK
 DB1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DB1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1305+STABILITY: SURFACE MOTION
 DB1305
 DB1305  HISTORY     - Date     Condition        Report By
 DB1305  HISTORY     - 1971     MONUMENTED       NGS
 DB1305
 DB1305                          STATION DESCRIPTION
 DB1305
 DB1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB1305'TO REACH STATION FLAT HILL FROM THE JUNCTION OF U.S. HWY 95 AND THE
 DB1305'MAIN ENTRANCE WEST TO THE YUMA TEST STATION HEADQUARTERS ABOUT 20
 DB1305'MILES NORTHEAST OF YUMA, GO NORTH ON U.S. HIGHWAY 95 FOR 2.8 MILES
 DB1305'TO PAVED ROAD LEFT AT SIGN MARTINEZ LAKE.  TURN LEFT AND GO
 DB1305'NORTHWEST ON MARTINEZ LAKE ROAD FOR 2.7 MILES TO A TRACK ROAD ON
 DB1305'RIGHT AT POWER LINE.  TURN RIGHT AND GO NORTH ON TRACK ROAD
 DB1305'UNDER POWER LINE FOR 1.2 MILES TO SUMMIT OF SMALL SANDY RISE AND
 DB1305'THE STATION ON THE LEFT.
 DB1305'
 DB1305'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FLAT HILL 1934 NO 3
 DB1305'1971, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DB1305'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0717 ***********************************************************************
 DA0717  DESIGNATION -  FLAT RM 1
 DA0717  PID         -  DA0717
 DA0717  STATE/COUNTY-  AZ/YUMA
 DA0717  USGS QUAD   -  AZTEC SE (1982)
 DA0717
 DA0717                         *CURRENT SURVEY CONTROL
 DA0717  ___________________________________________________________________
 DA0717* NAD 83(1986)-  32 50 39.     (N)    113 21 41.     (W)     SCALED    
 DA0717* NAVD 88     -       162.806  (meters)     534.14   (feet)  ADJUSTED  
 DA0717  ___________________________________________________________________
 DA0717  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0717  DYNAMIC HT  -         162.618 (meters)     533.52  (feet)  COMP
 DA0717  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DA0717
 DA0717  VERT ORDER  -  FIRST     CLASS II
 DA0717
 DA0717.The horizontal coordinates were scaled from a topographic map and have
 DA0717.an estimated accuracy of +/- 6 seconds.
 DA0717
 DA0717.The orthometric height was determined by differential leveling
 DA0717.and adjusted in June 1991.
 DA0717
 DA0717.The geoid height was determined by GEOID03.
 DA0717
 DA0717.The dynamic height is computed by dividing the NAVD 88
 DA0717.geopotential number by the normal gravity value computed on the
 DA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0717.degrees latitude (g = 980.6199 gals.).
 DA0717
 DA0717.The modeled gravity was interpolated from observed gravity values.
 DA0717
 DA0717;                    North         East    Units  Estimated Accuracy
 DA0717;SPC AZ W     -   204,550.      249,740.      MT  (+/- 180 meters Scaled)
 DA0717
 DA0717                          SUPERSEDED SURVEY CONTROL
 DA0717
 DA0717  NGVD 29 (??/??/92)  162.234  (m)          532.26   (f) ADJ UNCH    1 2
 DA0717
 DA0717.Superseded values are not recommended for survey control.
 DA0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0717.See file dsdata.txt to determine how the superseded data were derived.
 DA0717
 DA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB789364(NAD 83)
 DA0717_MARKER: DR = REFERENCE MARK DISK
 DA0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0717_STAMPING: FLAT NO 1 1934
 DA0717_MARK LOGO: CGS   
 DA0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0717+STABILITY: SURFACE MOTION
 DA0717
 DA0717  HISTORY     - Date     Condition        Report By
 DA0717  HISTORY     - 1934     MONUMENTED       CGS
 DA0717  HISTORY     - 1971     GOOD             NGS
 DA0717  HISTORY     - 1980     GOOD             NGS
 DA0717  HISTORY     - 1980     GOOD             NGS
 DA0717  HISTORY     - 1980     GOOD             NGS
 DA0717
 DA0717                          STATION DESCRIPTION
 DA0717
 DA0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0717'5 MI E FROM AZTEC.
 DA0717'100 YARDS NORTH ALONG THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0717'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0717'OF AZTEC, THENCE NORTH 0.4 MILE ALONG BLADED ROAD, THENCE NORTH 0.4
 DA0717'MILE ALONG TRACK ROAD TO TOP OF VOLCANIC ROCK COVERED KNOLL AND THE
 DA0717'MARK ON HIGHEST POINT, 59 FEET NORTH-NORTHWEST OF A METAL WITNESS POST
 DA0717'WITH SIGN ATTACHED, 58.9 FEET NORTHEAST OF R.M. 2, 50.4 FEET NORTH OF
 DA0717'TRIANGULATION STATION FLAT (USGS) 1934, SET IN TOP OF A 12-INCH SQUARE
 DA0717'CONCRETE POST PROJECTING 5 INCHES.
 DA0717
 DA0717                          STATION RECOVERY (1980)
 DA0717
 DA0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0717'RECOVERED IN GOOD CONDITION.
 DA0717
 DA0717                          STATION RECOVERY (1980)
 DA0717
 DA0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0717'RECOVERED IN GOOD CONDITION.
 DA0717
 DA0717                          STATION RECOVERY (1980)
 DA0717
 DA0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0456 ***********************************************************************
 FR0456  DESIGNATION -  FLAT RM 1
 FR0456  PID         -  FR0456
 FR0456  STATE/COUNTY-  AZ/YAVAPAI
 FR0456  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0456
 FR0456                         *CURRENT SURVEY CONTROL
 FR0456  ___________________________________________________________________
 FR0456* NAD 83(1986)-  35 15 19.     (N)    113 10 10.     (W)     SCALED    
 FR0456* NAVD 88     -      1618.819  (meters)    5311.08   (feet)  POSTED    
 FR0456  ___________________________________________________________________
 FR0456  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FR0456  DYNAMIC HT  -        1616.680 (meters)    5304.06  (feet)  COMP
 FR0456  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 FR0456
 FR0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0456
 FR0456.The horizontal coordinates were scaled from a topographic map and have
 FR0456.an estimated accuracy of +/- 6 seconds.
 FR0456
 FR0456.The orthometric height was determined by differential leveling
 FR0456.and adjusted by the  in 1992.
 FR0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0456.rate of 0.0 thru 1.0 mm/km.
 FR0456
 FR0456.The geoid height was determined by GEOID03.
 FR0456
 FR0456.The dynamic height is computed by dividing the NAVD 88
 FR0456.geopotential number by the normal gravity value computed on the
 FR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0456.degrees latitude (g = 980.6199 gals.).
 FR0456
 FR0456.The modeled gravity was interpolated from observed gravity values.
 FR0456
 FR0456;                    North         East    Units  Estimated Accuracy
 FR0456;SPC AZ C     -   472,610.       99,360.      MT  (+/- 180 meters Scaled)
 FR0456
 FR0456                          SUPERSEDED SURVEY CONTROL
 FR0456
 FR0456  NGVD 29 (??/??/92) 1617.924  (m)         5308.14   (f) ADJ UNCH    2 0
 FR0456
 FR0456.Superseded values are not recommended for survey control.
 FR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0456.See file dsdata.txt to determine how the superseded data were derived.
 FR0456
 FR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE026035(NAD 83)
 FR0456_MARKER: DR = REFERENCE MARK DISK
 FR0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0456_STAMPING: FLAT NO 1 1962
 FR0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0456+STABILITY: SURFACE MOTION
 FR0456
 FR0456  HISTORY     - Date     Condition        Report By
 FR0456  HISTORY     - 1962     MONUMENTED       CGS
 FR0456
 FR0456                          STATION DESCRIPTION
 FR0456
 FR0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0456'19.1 MI W FROM SELIGMAN.
 FR0456'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0456'ITS STATION AT SELIGMAN, THENCE ABOUT 16.1 MILES WEST ALONG A GRAVEL
 FR0456'ROAD TO A NORTH-SOUTH FENCE LINE AND A CATTLE GUARD, 66 FEET SOUTH OF
 FR0456'THE CENTER OF THE ROAD, 60 FEET SOUTH OF THE SOUTH END OF A CATTLE
 FR0456'GUARD, 28.9 FEET SOUTH OF TRAVERSE STATION FLAT, 1.5 FEET EAST OF A
 FR0456'FENCE, 32.5 FEET SOUTH OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0456'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0718 ***********************************************************************
 DA0718  DESIGNATION -  FLAT RM 2
 DA0718  PID         -  DA0718
 DA0718  STATE/COUNTY-  AZ/YUMA
 DA0718  USGS QUAD   -  AZTEC SE (1982)
 DA0718
 DA0718                         *CURRENT SURVEY CONTROL
 DA0718  ___________________________________________________________________
 DA0718* NAD 83(1986)-  32 50 38.     (N)    113 21 42.     (W)     SCALED    
 DA0718* NAVD 88     -       162.366  (meters)     532.70   (feet)  ADJUSTED  
 DA0718  ___________________________________________________________________
 DA0718  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0718  DYNAMIC HT  -         162.179 (meters)     532.08  (feet)  COMP
 DA0718  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 DA0718
 DA0718  VERT ORDER  -  FIRST     CLASS II
 DA0718
 DA0718.The horizontal coordinates were scaled from a topographic map and have
 DA0718.an estimated accuracy of +/- 6 seconds.
 DA0718
 DA0718.The orthometric height was determined by differential leveling
 DA0718.and adjusted in June 1991.
 DA0718
 DA0718.The geoid height was determined by GEOID03.
 DA0718
 DA0718.The dynamic height is computed by dividing the NAVD 88
 DA0718.geopotential number by the normal gravity value computed on the
 DA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0718.degrees latitude (g = 980.6199 gals.).
 DA0718
 DA0718.The modeled gravity was interpolated from observed gravity values.
 DA0718
 DA0718;                    North         East    Units  Estimated Accuracy
 DA0718;SPC AZ W     -   204,510.      249,710.      MT  (+/- 180 meters Scaled)
 DA0718
 DA0718                          SUPERSEDED SURVEY CONTROL
 DA0718
 DA0718  NGVD 29 (??/??/92)  161.794  (m)          530.82   (f) ADJ UNCH    1 2
 DA0718
 DA0718.Superseded values are not recommended for survey control.
 DA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0718.See file dsdata.txt to determine how the superseded data were derived.
 DA0718
 DA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB789364(NAD 83)
 DA0718_MARKER: DR = REFERENCE MARK DISK
 DA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0718_STAMPING: FLAT NO 2 1934
 DA0718_MARK LOGO: CGS   
 DA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0718+STABILITY: SURFACE MOTION
 DA0718
 DA0718  HISTORY     - Date     Condition        Report By
 DA0718  HISTORY     - 1934     MONUMENTED       CGS
 DA0718  HISTORY     - 1971     GOOD             NGS
 DA0718  HISTORY     - 1980     GOOD             NGS
 DA0718  HISTORY     - 1980     GOOD             NGS
 DA0718  HISTORY     - 1980     GOOD             NGS
 DA0718
 DA0718                          STATION DESCRIPTION
 DA0718
 DA0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0718'5 MI E FROM AZTEC.
 DA0718'100 YARDS NORTH FROM THE NORTH SIDE OF THE OVERPASSES AT THE
 DA0718'INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD ABOUT 5 MILES EAST
 DA0718'OF AZTEC, THENCE NORTH 0.4 MILE ALONG BLADED ROAD, THENCE NORTH 0.4
 DA0718'MILE ALONG TRACK ROAD TO TOP OF VOLCANIC ROCK COVERED KNOLL AND THE
 DA0718'MARK ON HIGHEST POINT, 58.9 FEET SOUTHWEST OF R.M. 1, 38 FEET EAST OF
 DA0718'TRIANGULATION STATION FLAT (USGS) 1934, 43.8 FEET WEST OF A METAL
 DA0718'WITNESS POST WITH SIGN ATTACHED, SET IN TOP OF A 12-INCH SQUARE
 DA0718'CONCRETE POST PROJECTING 2 INCHES.
 DA0718
 DA0718                          STATION RECOVERY (1980)
 DA0718
 DA0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0718'RECOVERED IN GOOD CONDITION.
 DA0718
 DA0718                          STATION RECOVERY (1980)
 DA0718
 DA0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0718'RECOVERED IN GOOD CONDITION.
 DA0718
 DA0718                          STATION RECOVERY (1980)
 DA0718
 DA0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1400 ***********************************************************************
 DA1400  DESIGNATION -  FLAT RM A
 DA1400  PID         -  DA1400
 DA1400  STATE/COUNTY-  AZ/YUMA
 DA1400  USGS QUAD   -  AZTEC SE (1982)
 DA1400
 DA1400                         *CURRENT SURVEY CONTROL
 DA1400  ___________________________________________________________________
 DA1400* NAD 83(1992)-  32 50 38.14752(N)    113 21 40.52818(W)     ADJUSTED  
 DA1400* NAVD 88     -       162.69   (+/-2cm)     533.8    (feet)  VERTCON   
 DA1400  ___________________________________________________________________
 DA1400  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 DA1400  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA1400  HORZ ORDER  -  FIRST
 DA1400  VERT ORDER  -  THIRD ? (See Below)
 DA1400
 DA1400.The horizontal coordinates were established by classical geodetic methods
 DA1400.and adjusted by the National Geodetic Survey in August 1993.
 DA1400
 DA1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1400.The vertical order pertains to the NGVD 29 superseded value.
 DA1400
 DA1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1400
 DA1400.The geoid height was determined by GEOID03.
 DA1400
 DA1400;                    North         East     Units Scale Factor Converg.
 DA1400;SPC AZ W     -   204,518.387   249,750.722   MT  0.99994966   +0 12 39.0
 DA1400;SPC AZ W     -   670,992.08    819,392.13   iFT  0.99994966   +0 12 39.0
 DA1400;UTM  12      - 3,636,455.793   279,007.645   MT  1.00020222   -1 16 52.2
 DA1400
 DA1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1400!SPC AZ W     -   0.99997949  x   0.99994966  =   0.99992916
 DA1400!UTM  12      -   0.99997949  x   1.00020222  =   1.00018171
 DA1400
 DA1400:                Primary Azimuth Mark                     Grid Az
 DA1400:SPC AZ W     -  SENT                                     090 24 17.8
 DA1400:UTM  12      -  SENT                                     091 53 49.0
 DA1400
 DA1400|---------------------------------------------------------------------|
 DA1400| PID    Reference Object                     Distance      Geod. Az  |
 DA1400|                                                           dddmmss.s |
 DA1400| DA1393 SENT                                APPROX.15.5 KM 0903656.8 |
 DA1400| DA0716 FLAT                                 24.529 METERS 33815     |
 DA1400|---------------------------------------------------------------------|
 DA1400
 DA1400                          SUPERSEDED SURVEY CONTROL
 DA1400
 DA1400  NAD 83(1986)-  32 50 38.14243(N)    113 21 40.53429(W) AD(       ) 1
 DA1400  NAD 27      -  32 50 37.96645(N)    113 21 37.85841(W) AD(       ) 1
 DA1400  NGVD 29 (07/19/86)  162.14   (m)          532.0    (f) LEVELING    3  
 DA1400
 DA1400.Superseded values are not recommended for survey control.
 DA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1400.See file dsdata.txt to determine how the superseded data were derived.
 DA1400
 DA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7900836456(NAD 83)
 DA1400_MARKER: DR = REFERENCE MARK DISK
 DA1400_SETTING: 66 = SET IN ROCK OUTCROP
 DA1400_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1400
 DA1400  HISTORY     - Date     Condition        Report By
 DA1400  HISTORY     - 1971     MONUMENTED       USGS
 DA1400
 DA1400                          STATION DESCRIPTION
 DA1400
 DA1400'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WMJ)
 DA1400'THE STATION IS LOCATED ABOUT 5 MILES EAST OF AZTEC, 0.8 MILE NORTH
 DA1400'OF INTERSTATE HIGHWAY 8 AND ON PROPERTY OWNED BY THE STATE OF
 DA1400'ARIZONA.
 DA1400'
 DA1400'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION STATION
 DA1400'FLAT (USGS).
 DA1400'
 DA1400'THE STATION MARK IS A STANDARD DISK STAMPED FLAT RM A USGS 1971,
 DA1400'CEMENTED IN A DEPRESSION IN OUTCROPPING BEDROCK WHICH IS 2 INCHES
 DA1400'BELOW THE SURFACE OF THE GROUND.  IT IS 72.0 FEET SOUTH OF A METAL
 DA1400'WITNESS POST WITH SIGN ATTACHED.
 DA1400'
 DA1400'THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0381 ***********************************************************************
 GQ0381  DESIGNATION -  FLAT ROCK
 GQ0381  PID         -  GQ0381
 GQ0381  STATE/COUNTY-  AZ/MOHAVE
 GQ0381  USGS QUAD   -  WILDCAT RANCH (1971)
 GQ0381
 GQ0381                         *CURRENT SURVEY CONTROL
 GQ0381  ___________________________________________________________________
 GQ0381* NAD 83(1992)-  36 18 21.98500(N)    113 35 49.90506(W)     ADJUSTED  
 GQ0381* NAVD 88     -      1785.8    (meters)    5859.     (feet)  VERTCON   
 GQ0381  ___________________________________________________________________
 GQ0381  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 GQ0381  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 GQ0381  HORZ ORDER  -  THIRD
 GQ0381
 GQ0381.The horizontal coordinates were established by classical geodetic methods
 GQ0381.and adjusted by the National Geodetic Survey in August 1993.
 GQ0381
 GQ0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0381
 GQ0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0381
 GQ0381.The geoid height was determined by GEOID03.
 GQ0381
 GQ0381;                    North         East     Units Scale Factor Converg.
 GQ0381;SPC AZ W     -   588,506.136   227,083.035   MT  0.99993565   +0 05 25.7
 GQ0381;SPC AZ W     - 1,930,794.41    745,023.08   iFT  0.99993565   +0 05 25.7
 GQ0381;UTM  12      - 4,021,031.736   266,804.797   MT  1.00027007   -1 32 18.6
 GQ0381
 GQ0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0381!SPC AZ W     -   0.99972362  x   0.99993565  =   0.99965929
 GQ0381!UTM  12      -   0.99972362  x   1.00027007  =   0.99999362
 GQ0381
 GQ0381|---------------------------------------------------------------------|
 GQ0381| PID    Reference Object                     Distance      Geod. Az  |
 GQ0381|                                                           dddmmss.s |
 GQ0381| CH2290 FLAT ROCK RM 1                       10.789 METERS 09801     |
 GQ0381| CH2291 FLAT ROCK RM 2                       12.814 METERS 17304     |
 GQ0381| CH2289 FLAT ROCK AZ MK                                    1841159.8 |
 GQ0381|---------------------------------------------------------------------|
 GQ0381
 GQ0381                          SUPERSEDED SURVEY CONTROL
 GQ0381
 GQ0381  NAD 83(1986)-  36 18 21.97869(N)    113 35 49.90413(W) AD(       ) 3
 GQ0381  NAD 27      -  36 18 22.04100(N)    113 35 47.10400(W) AD(       ) 3
 GQ0381  NGVD 29 (07/19/86) 1784.9    (m)         5856.     (f) VERT ANG    3  
 GQ0381
 GQ0381.Superseded values are not recommended for survey control.
 GQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0381.See file dsdata.txt to determine how the superseded data were derived.
 GQ0381
 GQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6680521032(NAD 83)
 GQ0381_MARKER: DS = TRIANGULATION STATION DISK
 GQ0381_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0381_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0381
 GQ0381  HISTORY     - Date     Condition        Report By
 GQ0381  HISTORY     - 1953     MONUMENTED       CGS
 GQ0381
 GQ0381                          STATION DESCRIPTION
 GQ0381
 GQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0381'THE STATION IS ON THE CREST OF AN OPEN, ROLLING RIDGE ABOUT 5
 GQ0381'MILES NORTH-NORTHWEST OF THE WARING RANCH, 17 MILES SOUTHWEST
 GQ0381'OF MT. TRUMBULL SCHOOL, 23 MILES EAST OF ARIZONAS NORTHERNMOST
 GQ0381'TIP OF LAKE MEAD, AND 54 MILES SOUTH OF ST. GEORGE, UTAH.
 GQ0381'
 GQ0381'THE STATION CAN BE REACHED FROM ST. GEORGE (UTAH) BY GOING EAST
 GQ0381'FROM THE POST OFFICE 0.7 MILE TO THE NORTHEAST CORNER OF A
 GQ0381'CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST FOR 2.1 MILES TO
 GQ0381'A FORK AT THE SOUTH END OF THE BRIDGE OVER THE VIRGIN RIVER.
 GQ0381'TAKE THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR
 GQ0381'1.4 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 1.4 MILES TO
 GQ0381'ANOTHER FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR
 GQ0381'23.5 MILES TO A CABIN AND CORRALS (WOLF HOLE) ON THE RIGHT.
 GQ0381'CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A FORK.  TAKE THE
 GQ0381'LEFT FORK AND CONTINUE ON THE GRADED ROAD FOR 2.6 MILES TO A
 GQ0381'FORK.  KEEP THE LEFT FORK AND FOLLOW THE MAIN ROAD EAST AND
 GQ0381'SOUTHEAST FOR 15.6 MILES TO A FORK THAT IS 0.3 MILE PAST AN
 GQ0381'OLD HOME SITE AND CORRALS.  TAKE THE RIGHT FORK SOUTHWEST
 GQ0381'FOR 2.6 MILES TO A FORK.  AGAIN TAKE THE RIGHT FORK AND GO
 GQ0381'SOUTHWEST FOR 4.6 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0381'AND GO WEST AND SOUTHWEST FOR 10.6 MILES TO A FORK.  TAKE THE
 GQ0381'RIGHT FORK AND GO WEST AND SOUTH ON THE MAIN ROAD FOR 8.1
 GQ0381'MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 GQ0381'ON THE MAIN ROAD FOR 0.7 MILE TO A POINT WHERE THE ROAD
 GQ0381'REACHES THE CREST OF A RIDGE.  (TO REACH THE AZIMUTH MARK
 GQ0381'FROM THIS POINT CONTINUE ON THE MAIN ROAD SOUTHERLY FOR
 GQ0381'0.7 MILE TO THE MARK ON THE LEFT.) TURN LEFT AND DRIVE EAST
 GQ0381'ACROSS COUNTRY FOR 0.35 MILE TO THE STATION ON THE HIGHEST
 GQ0381'POINT IN THE VICINITY.
 GQ0381'
 GQ0381'THE STATION MARK, STAMPED FLAT ROCK 1953, IS A STANDARD DISK
 GQ0381'THAT IS SET IN A DRILL HOLE IN FLAT BEDROCK WHICH IS FLUSH WITH
 GQ0381'THE SURFACE OF THE GROUND.  IT IS MARKED BY A WITNESS POST 5
 GQ0381'FEET TO THE NORTHEAST.
 GQ0381'
 GQ0381'REFERENCE MARK 1, STAMPED FLAT ROCK NO 1 1953, IS A STANDARD
 GQ0381'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 GQ0381'THE GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE
 GQ0381'STATION.
 GQ0381'
 GQ0381'REFERENCE MARK 2, STAMPED FLAT ROCK NO 2 1953, IS A STANDARD
 GQ0381'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 GQ0381'WITH THE SURROUNDING SURFACE.  IT IS APPROXIMATELY THE SAME
 GQ0381'ELEVATION AS THE STATION.
 GQ0381'
 GQ0381'THE AZIMUTH MARK, STAMPED FLAT ROCK 1953, IS A STANDARD DISK
 GQ0381'THAT IS SET IN A DRILL HOLE IN A LARGE FLAT OUTCROP OF BEDROCK
 GQ0381'WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  IT IS ABOUT 60
 GQ0381'YARDS NORTH OF THE CREST OF THE RIDGE AND 30 FEET EAST OF THE
 GQ0381'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0905 ***********************************************************************
 EU0905  DESIGNATION -  FLAT TOP
 EU0905  PID         -  EU0905
 EU0905  STATE/COUNTY-  AZ/MOHAVE
 EU0905  USGS QUAD   -  YUCCA SE (1970)
 EU0905
 EU0905                         *CURRENT SURVEY CONTROL
 EU0905  ___________________________________________________________________
 EU0905* NAD 83(1992)-  34 47 29.26864(N)    114 01 52.37369(W)     ADJUSTED  
 EU0905* NAVD 88     -       888.63   (+/-2cm)    2915.4    (feet)  VERTCON   
 EU0905  ___________________________________________________________________
 EU0905  LAPLACE CORR-           7.97  (seconds)                    DEFLEC99
 EU0905  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EU0905  HORZ ORDER  -  FIRST
 EU0905  VERT ORDER  -  THIRD ? (See Below)
 EU0905
 EU0905.The horizontal coordinates were established by classical geodetic methods
 EU0905.and adjusted by the National Geodetic Survey in August 1993.
 EU0905
 EU0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0905.The vertical order pertains to the NGVD 29 superseded value.
 EU0905
 EU0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0905
 EU0905.The geoid height was determined by GEOID03.
 EU0905
 EU0905;                    North         East     Units Scale Factor Converg.
 EU0905;SPC AZ W     -   420,491.822   187,625.125   MT  0.99994149   -0 09 37.7
 EU0905;SPC AZ W     - 1,379,566.35    615,568.00   iFT  0.99994149   -0 09 37.7
 EU0905;UTM  11      - 3,853,935.161   771,634.792   MT  1.00050952   +1 41 42.0
 EU0905;UTM  12      - 3,854,106.031   222,651.215   MT  1.00054819   -1 43 50.5
 EU0905
 EU0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0905!SPC AZ W     -   0.99986517  x   0.99994149  =   0.99980667
 EU0905!UTM  11      -   0.99986517  x   1.00050952  =   1.00037462
 EU0905!UTM  12      -   0.99986517  x   1.00054819  =   1.00041329
 EU0905
 EU0905|---------------------------------------------------------------------|
 EU0905| PID    Reference Object                     Distance      Geod. Az  |
 EU0905|                                                           dddmmss.s |
 EU0905| CC4781 FLAT TOP RM 1                         6.618 METERS 07209     |
 EU0905| CC4782 FLAT TOP RM 2                         6.203 METERS 18555     |
 EU0905| EU0904 LOS ANGELES PRESCOTT AWY BN 28      APPROX. 8.5 KM 2704920.8 |
 EU0905| EU0908 YUCCA RAILROAD WATER TANK           APPROX.14.6 KM 3092552.0 |
 EU0905| EU0913 YUCCA AIRPORT WATER TANK            APPROX.13.5 KM 3171019.8 |
 EU0905| EU0022 E 11                                               3573026.0 |
 EU0905|---------------------------------------------------------------------|
 EU0905
 EU0905                          SUPERSEDED SURVEY CONTROL
 EU0905
 EU0905  NAD 83(1986)-  34 47 29.26915(N)    114 01 52.38203(W) AD(       ) 1
 EU0905  NAD 27      -  34 47 29.24300(N)    114 01 49.57000(W) AD(       ) 1
 EU0905  NGVD 29 (07/19/86)  887.87   (m)         2913.0    (f) LEVELING    3  
 EU0905
 EU0905.Superseded values are not recommended for survey control.
 EU0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0905.See file dsdata.txt to determine how the superseded data were derived.
 EU0905
 EU0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU7163553935(NAD 83)
 EU0905_MARKER: DS = TRIANGULATION STATION DISK
 EU0905_SETTING: 80 = SET IN A BOULDER
 EU0905_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EU0905
 EU0905  HISTORY     - Date     Condition        Report By
 EU0905  HISTORY     - 1945     MONUMENTED       CGS
 EU0905  HISTORY     - 1948     GOOD             CGS
 EU0905  HISTORY     - 1961     GOOD             AMS
 EU0905
 EU0905                          STATION DESCRIPTION
 EU0905
 EU0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0905'STATION IS ABOUT 9 MILES SE OF YUCCA, ON A FLAT-TOPPED HILL LOCALLY
 EU0905'KNOWN AS FLAT TOP.  IT IS THE FIRST HILL ON THE RIGHT SIDE OF THE
 EU0905'YUCCA-SIGNAL ROAD WHEN GOING FROM YUCCA TOWARD SIGNAL.
 EU0905'
 EU0905'STATION MARK IS A BRONZE STATION DISK SET IN A LARGE FLAT BOULDER
 EU0905'AND IS STAMPED FLAT TOP 1945.
 EU0905'
 EU0905'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0905'ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED FLAT
 EU0905'TOP NO 1 1945.  IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN
 EU0905'STATION MARK.
 EU0905'
 EU0905'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A LARGE BOULDER
 EU0905'ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED FLAT
 EU0905'TOP NO 2 1945.  IT IS ALONG THE EDGE OF CLIFFS AND AT ABOUT THE
 EU0905'SAME ELEVATION AS STATION MARK.
 EU0905'
 EU0905'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE POST
 EU0905'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED E 11
 EU0905'1927. IT IS 2 FEET NW OF A WHITE WITNESS POST.
 EU0905'
 EU0905'TO REACH STATION FROM THE YUCCA POST OFFICE, FOLLOW THE SIGNAL
 EU0905'ROAD FOR 2.6 MILES TO A FORK, KEEP RIGHT ON SIGNAL ROAD AND
 EU0905'CONTINUE FOR 5.8 MILES TO TO U.S.C. AND G.S. B.M. E 11 WHICH IS
 EU0905'24 FEET TO THE RIGHT OF THE ROAD AND IS THE AZIMUTH MARK FOR THE
 EU0905'STATION.  CONTINUE ON THE SIGNAL ROAD FOR 0.5 MILE AROUND TO THE
 EU0905'E OF THE HILL, TURN RIGHT ACROSS COUNTRY AND CONTINUE TO THE
 EU0905'BASE OF THE HILL AND END OF TRUCK TRAVEL.  PACK W TO THE TOP OF
 EU0905'THE HILL AND CONTINUE W ACROSS THE FLAT TOP TO THE W EDGE
 EU0905'WHERE THE TOP BREAKS OFF TO SHARP CLIFFS AND LARGE BOULDERS FORM
 EU0905'THE EDGE.  THE STATION IS ON THE LARGEST FLAT BOULDER AND IS
 EU0905'10 FEET E OF THE W EDGE AND ON THE HIGHEST POINT.
 EU0905
 EU0905                          STATION RECOVERY (1948)
 EU0905
 EU0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0905'ALL MARKS ARE IN GOOD CONDITION.
 EU0905'
 EU0905'THE STATION IS ABOUT 9 MILES SOUTHEAST OF YUCCA, ON A FLAT-TOPPED
 EU0905'HILL LOCALLY KNOWN AS FLAT TOP.  IT IS ON THE FIRST HILL ON THE
 EU0905'RIGHT (WEST) SIDE OF THE ROAD TO SIGNAL.
 EU0905'
 EU0905'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY ON BLADED ROAD
 EU0905'TOWARDS SIGNAL FOR 2.7 MILES TO A FORK.  KEEP STRAIGHT AHEAD ON
 EU0905'RIGHT ROAD FOR 5.8 MILES TO BENCH MARK E 11 (AZIMUTH MARK) ON THE
 EU0905'RIGHT.  CONTINUE AHEAD ON BLADED ROAD FOR 0.5 MILE TO A POINT
 EU0905'JUST EAST OF THE HILL.  TURN RIGHT OFF ROAD AND CONTINUE ACROSS
 EU0905'COUNTRY FOR ABOUT 0.2 MILE TO FOOT OF HILL AND THE END OF TRUCK
 EU0905'TRAVEL.  PACK UP EAST SIDE TO THE SUMMIT THEN ACROSS FLAT TOP
 EU0905'TO THE WEST EDGE, HIGHEST POINT OF HILL AND STATION.  ABOUT 1/4
 EU0905'HOUR PACK.
 EU0905'
 EU0905'THE STATION IS A STANDARD BRONZE DISK SET IN A LARGE FLAT BOULDER
 EU0905'ON THE HIGHEST POINT OF THE HILL.  IT IS STAMPED FLAT TOP 1945.
 EU0905'
 EU0905'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0905'LARGE BOULDER PROJECTING ABOUT 6 INCHES, AND IS ABOUT 1-1/2 FEET
 EU0905'LOWER THAN THE STATION.  IT IS STAMPED FLAT TOP NO 1 1945.
 EU0905'
 EU0905'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0905'LARGE BOULDER ABOUT FLUSH WITH SURROUNDING BOULDERS, AND IS ABOUT
 EU0905'6 INCHES LOWER THAN THE STATION.  IT IS STAMPED FLAT TOP NO 2 1945.
 EU0905'
 EU0905'BENCH MARK E 11 1927 (AZIMUTH MARK) IS A STANDARD BRONZE U.S.
 EU0905'COAST AND GEODETIC SURVEY BENCH MARK SET IN A CONCRETE POST
 EU0905'PROJECTING ABOUT 2 INCHES, 24 FEET WEST OF ROAD, 2 FEET NORTHWEST
 EU0905'OF A WHITE POST.  IT IS STAMPED E 11 1927.
 EU0905
 EU0905                          STATION RECOVERY (1961)
 EU0905
 EU0905'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 EU0905'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0373 ***********************************************************************
 CF0373  DESIGNATION -  FLAT TOP
 CF0373  PID         -  CF0373
 CF0373  STATE/COUNTY-  AZ/COCHISE
 CF0373  USGS QUAD   -  SQUARETOP HILLS EAST (1986)
 CF0373
 CF0373                         *CURRENT SURVEY CONTROL
 CF0373  ___________________________________________________________________
 CF0373* NAD 83(1992)-  31 48 42.67777(N)    109 36 10.74746(W)     ADJUSTED  
 CF0373* NAVD 88     -      1676.8    (meters)    5501.     (feet)  VERTCON   
 CF0373  ___________________________________________________________________
 CF0373  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CF0373  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CF0373  HORZ ORDER  -  SECOND
 CF0373
 CF0373.The horizontal coordinates were established by classical geodetic methods
 CF0373.and adjusted by the National Geodetic Survey in August 1993.
 CF0373
 CF0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0373
 CF0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0373
 CF0373.The geoid height was determined by GEOID03.
 CF0373
 CF0373;                    North         East     Units Scale Factor Converg.
 CF0373;SPC AZ E     -    90,144.997   266,727.540   MT  0.99993511   +0 17 49.7
 CF0373;SPC AZ E     -   295,751.30    875,090.35   iFT  0.99993511   +0 17 49.7
 CF0373;UTM  12      - 3,520,431.409   632,230.104   MT  0.99981564   +0 44 11.5
 CF0373
 CF0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0373!SPC AZ E     -   0.99974101  x   0.99993511  =   0.99967613
 CF0373!UTM  12      -   0.99974101  x   0.99981564  =   0.99955670
 CF0373
 CF0373|---------------------------------------------------------------------|
 CF0373| PID    Reference Object                     Distance      Geod. Az  |
 CF0373|                                                           dddmmss.s |
 CF0373| CS5401 FLAT TOP RM 1                         5.521 METERS 06921     |
 CF0373| CS7401 FLAT TOP CHISELED X                   4.110 METERS 30743     |
 CF0373| CS5402 FLAT TOP RM 2                         6.102 METERS 34709     |
 CF0373| CS7402 FLAT TOP VABM 5492                    6.130 METERS 35636     |
 CF0373|---------------------------------------------------------------------|
 CF0373
 CF0373                          SUPERSEDED SURVEY CONTROL
 CF0373
 CF0373  NAD 83(1986)-  31 48 42.67527(N)    109 36 10.73998(W) AD(       ) 2
 CF0373  NGVD 29 (03/13/91) 1676.0    (m)         5499.     (f) VERT ANG    3  
 CF0373
 CF0373.Superseded values are not recommended for survey control.
 CF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0373.See file dsdata.txt to determine how the superseded data were derived.
 CF0373
 CF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA3223020431(NAD 83)
 CF0373_MARKER: DS = TRIANGULATION STATION DISK
 CF0373_SETTING: 66 = SET IN ROCK OUTCROP
 CF0373_SP_SET: SET IN ROCK OUTCROP
 CF0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0373+STABILITY: POSITION/ELEVATION WELL
 CF0373
 CF0373  HISTORY     - Date     Condition        Report By
 CF0373  HISTORY     - 1936     MONUMENTED       USFS
 CF0373  HISTORY     - 1957     GOOD             USGS
 CF0373  HISTORY     - 1982     GOOD             AZDT
 CF0373
 CF0373                          STATION DESCRIPTION
 CF0373
 CF0373'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0373'LOCATED ABOUT 10.0 MI NE. OF ELFRIDA.  ON HIGH FLAT-TOPPED BUTTE.
 CF0373'
 CF0373'TO REACH FROM ELFRIDA POST OFFICE, DRIVE N. ALONG U.S. HWY. 666
 CF0373'4.8 MI TO RD. X-ING. TURN RIGHT 7.0 MI TO CATTLEGUARD AND TURN
 CF0373'LEFT ALONG FENCE LINE 1.0 MI TO GATE, GO THROUGH GATE AND TURN LEFT
 CF0373'ON OLD TRAIL 0.8 MI TO TRAIL LEFT.  TURN LEFT 0.1 MI ACROSS
 CF0373'DRAIN TO OLD RD.  TURN RIGHT ON OLD RD. 0.3 MI. TO OPEN ROCKY
 CF0373'FAN AND TRACKS LEFT.  TURN LEFT ON TRACKS 0.4 MI TO BASE OF BUTTE.
 CF0373'LEAVE TRUCK AND PACK W. TO TOP AND STATION.  ABOUT A
 CF0373'45-MINUTE PACK.
 CF0373'
 CF0373'STATION MARK IS A USFS TABLET STAMPED---FLAT TOP 1936---,
 CF0373'CEMENTED IN BOULDER.
 CF0373'
 CF0373'RM 1 IS A STANDARD RM TABLET STAMPED---FLAT TOP 1 1957---.
 CF0373'
 CF0373'RM 2 IS A STANDARD ALUMINUM BM TABLET STAMPED---5492---.
 CF0373'(RM TO USGS STATION SQUARE TOP 1906.
 CF0373'
 CF0373'RM 3 CHISELED CROSS ON SOLID ROCK.  (MAY BE STATION SQUARE TOP
 CF0373'1906.)
 CF0373
 CF0373                          STATION RECOVERY (1982)
 CF0373
 CF0373'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0373'THE STATION IS LOCATED ABOUT 10 AIRLINE MILES NORTHWEST OF ELFIDA,
 CF0373'ARIZONA, ON A HIGH FLAT TOPPED BUTTE.
 CF0373'
 CF0373'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1958.
 CF0373'REFERENCE MARK NO 2 IS A USGS BM ALUMINUM TABLET STAMPED---5492---.
 CF0373'EXCEPT FOR THE FIRST ROAD CROSSING WHICH IS NOW CALLED RUCKER CANYON
 CF0373'ROAD, THE DESCRIPTION TO REACH THE STATION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1944 ***********************************************************************
 DV1944  DESIGNATION -  FLAT TOPPED BU 18 MI NW HORN
 DV1944  PID         -  DV1944
 DV1944  STATE/COUNTY-  AZ/YUMA
 DV1944  USGS QUAD   -  PALOMAS MOUNTAINS NE (1990)
 DV1944
 DV1944                         *CURRENT SURVEY CONTROL
 DV1944  ___________________________________________________________________
 DV1944* NAD 83(1992)-  33 07 51.60037(N)    113 37 07.00885(W)     ADJUSTED  
 DV1944* NAVD 88     -              **(meters)            **(feet)            
 DV1944  ___________________________________________________________________
 DV1944  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DV1944  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DV1944  HORZ ORDER  -  THIRD
 DV1944
 DV1944.The horizontal coordinates were established by classical geodetic methods
 DV1944.and adjusted by the National Geodetic Survey in August 1993.
 DV1944
 DV1944
 DV1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1944
 DV1944.The geoid height was determined by GEOID03.
 DV1944
 DV1944;                    North         East     Units Scale Factor Converg.
 DV1944;SPC AZ W     -   236,294.297   225,619.494   MT  0.99993519   +0 04 18.5
 DV1944;SPC AZ W     -   775,243.76    740,221.44   iFT  0.99993519   +0 04 18.5
 DV1944;UTM  12      - 3,668,862.213   255,707.666   MT  1.00033588   -1 25 54.9
 DV1944
 DV1944                          SUPERSEDED SURVEY CONTROL
 DV1944
 DV1944  NAD 83(1986)-  33 07 51.59384(N)    113 37 07.01453(W) AD(       ) 4
 DV1944  NAD 27      -  33 07 51.43000(N)    113 37 04.32000(W) AD(       ) 3
 DV1944
 DV1944.Superseded values are not recommended for survey control.
 DV1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1944.See file dsdata.txt to determine how the superseded data were derived.
 DV1944
 DV1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5570868862(NAD 83)
 DV1944
 DV1944  HISTORY     - Date     Condition        Report By
 DV1944  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1944
 DV1944                          STATION DESCRIPTION
 DV1944
 DV1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1944'LOCATED ABOUT 18 MILES NORTHWEST OF HORN (A RAILROAD STATION
 DV1944'AND SECTION SIDING ON THE SOUTHERN PACIFIC RAILROAD).
 DV1944'
 DV1944'THE LOW BUTTE SITS ALONG IN THE VALLEY AND IS READILY IDENTIFIED
 DV1944'BY ITS FLAT TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1834 ***********************************************************************
 CZ1834  DESIGNATION -  FLATO
 CZ1834  PID         -  CZ1834
 CZ1834  STATE/COUNTY-  AZ/PIMA
 CZ1834  USGS QUAD   -  TUCSON SW (1992)
 CZ1834
 CZ1834                         *CURRENT SURVEY CONTROL
 CZ1834  ___________________________________________________________________
 CZ1834* NAD 83(2007)-  32 02 49.17351(N)    110 54 53.87040(W)     ADJUSTED  
 CZ1834* NAVD 88     -       831.8    (meters)    2729.     (feet)  GPS OBS   
 CZ1834  ___________________________________________________________________
 CZ1834  EPOCH DATE  -        2007.00
 CZ1834  X           -  -1,931,977.560 (meters)                     COMP
 CZ1834  Y           -  -5,055,386.959 (meters)                     COMP
 CZ1834  Z           -   3,365,275.099 (meters)                     COMP
 CZ1834  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 CZ1834  ELLIP HEIGHT-         802.312 (meters)          (02/10/07) ADJUSTED
 CZ1834  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ1834
 CZ1834  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1834  Type    PID    Designation                      North   East  Ellip
 CZ1834  -------------------------------------------------------------------
 CZ1834  NETWORK CZ1834 FLATO                             1.27   0.88   1.63
 CZ1834  -------------------------------------------------------------------
 CZ1834
 CZ1834.The horizontal coordinates were established by GPS observations
 CZ1834.and adjusted by the National Geodetic Survey in February 2007.
 CZ1834
 CZ1834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1834.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1834.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1834.The epoch date for horizontal control is a decimal equivalence
 CZ1834.of Year/Month/Day.
 CZ1834
 CZ1834.The orthometric height was determined by GPS observations and a
 CZ1834.high-resolution geoid model.
 CZ1834
 CZ1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1834
 CZ1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1834
 CZ1834.The ellipsoidal height was determined by GPS observations
 CZ1834.and is referenced to NAD 83.
 CZ1834
 CZ1834.The geoid height was determined by GEOID03.
 CZ1834
 CZ1834;                    North         East     Units Scale Factor Converg.
 CZ1834;SPC AZ C     -   116,516.195   307,958.385   MT  1.00001033   +0 31 53.6
 CZ1834;SPC AZ C     -   382,270.98  1,010,362.16   iFT  1.00001033   +0 31 53.6
 CZ1834;UTM  12      - 3,545,647.653   508,028.007   MT  0.99960079   +0 02 42.4
 CZ1834
 CZ1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1834!SPC AZ C     -   0.99987404  x   1.00001033  =   0.99988437
 CZ1834!UTM  12      -   0.99987404  x   0.99960079  =   0.99947488
 CZ1834
 CZ1834|---------------------------------------------------------------------|
 CZ1834| PID    Reference Object                     Distance      Geod. Az  |
 CZ1834|                                                           dddmmss.s |
 CZ1834| CC7394 FLATO RM 1                           22.320 METERS 05647     |
 CZ1834| CC7395 FLATO RM 2                           19.995 METERS 15329     |
 CZ1834| CC7393 FLATO AZ MK                                        2941118.5 |
 CZ1834|---------------------------------------------------------------------|
 CZ1834
 CZ1834                          SUPERSEDED SURVEY CONTROL
 CZ1834
 CZ1834  ELLIP H (06/11/02)  802.339  (m)                       GP(       ) 4 2
 CZ1834  NAD 83(1992)-  32 02 49.17423(N)    110 54 53.86887(W) AD(       ) 1
 CZ1834  ELLIP H (08/23/93)  802.438  (m)                       GP(       ) 4 2
 CZ1834  NAD 83(1986)-  32 02 49.17109(N)    110 54 53.86455(W) AD(       ) 1
 CZ1834  NAD 27      -  32 02 48.88400(N)    110 54 51.54100(W) AD(       ) 1
 CZ1834  NGVD 29 (07/19/86)  831.     (m)         2726.     (f) VERT ANG    3  
 CZ1834
 CZ1834.Superseded values are not recommended for survey control.
 CZ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1834.See file dsdata.txt to determine how the superseded data were derived.
 CZ1834
 CZ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0802845648(NAD 83)
 CZ1834_MARKER: DD = SURVEY DISK
 CZ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1834_SP_SET: CONCRETE POST
 CZ1834_STAMPING: FLATO 1935
 CZ1834_MARK LOGO: CGS   
 CZ1834_PROJECTION: FLUSH
 CZ1834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1834+STABILITY: SURFACE MOTION
 CZ1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1834+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 CZ1834
 CZ1834  HISTORY     - Date     Condition        Report By
 CZ1834  HISTORY     - 1935     MONUMENTED       CGS
 CZ1834  HISTORY     - 1935     GOOD             CGS
 CZ1834  HISTORY     - 1935     GOOD             CGS
 CZ1834  HISTORY     - 1976     GOOD             NGS
 CZ1834  HISTORY     - 1987     GOOD             AZDT
 CZ1834  HISTORY     - 19901218 GOOD             PIMACO
 CZ1834  HISTORY     - 19910115 GOOD
 CZ1834
 CZ1834                          STATION DESCRIPTION
 CZ1834
 CZ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1834'STATION IS LOCATED ON A RATHER LOW GRAVEL RIDGE ABOUT 10
 CZ1834'MILES SOUTH OF TUCSON.
 CZ1834'
 CZ1834'TO REACH FROM TUCSON GO SOUTH ON U.S. HIGHWAY 89 FOR ABOUT
 CZ1834'8.4 MILES TO A WIDE DIP IN THE HIGHWAY, A PAVED STRIP LEADS
 CZ1834'TO THE LEFT ON THE NORTH SIDE OF THE DIP, FOLLOW THIS AND
 CZ1834'CROSS THE TRACKS, STAY ON THE MAIN ROAD GOING 1.6 MILES,
 CZ1834'ON THE TOP OF THE RIDGE TURN LEFT ON THE WELL-TRAVELED ROAD
 CZ1834'AND GO 2.2 MILES, WHERE THE STATION WILL BE FOUND ON THE RIGHT
 CZ1834'SIDE OF THE ROAD ABOUT 10 PACES FROM THE CENTER.
 CZ1834'
 CZ1834'AZIMUTH MARK WILL BE FOUND ABOUT 0.3 MILE EAST ALONG THE
 CZ1834'ROAD ON THE NORTH SIDE.
 CZ1834
 CZ1834                          STATION RECOVERY (1935)
 CZ1834
 CZ1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1834'ABOUT 13 MILES SOUTH OF TUCSON.
 CZ1834'
 CZ1834'TO REACH FROM TUCSON GO SOUTH TO JUNCTION OF U.S. 80 AND
 CZ1834'89 FOR 7.1 MILES, TURN LEFT ACROSS RAILROAD TRACKS, THEN KEEP
 CZ1834'RIGHT FORK ON MAIN-TRAVELED ROAD AND GO 1.6 MILES, TAKE LEFT
 CZ1834'ROAD (ROAD ALONG RIDGE) FOR 2.0 MILES TO STATION.
 CZ1834'
 CZ1834'AZIMUTH MARK IS 0.2 MILE WEST OF STATION ON RIGHT SIDE OF ROAD.
 CZ1834'
 CZ1834'A 20-FOOT STAND USED.
 CZ1834
 CZ1834                          STATION RECOVERY (1935)
 CZ1834
 CZ1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CZ1834'RECOVERED IN GOOD CONDITION.
 CZ1834
 CZ1834                          STATION RECOVERY (1976)
 CZ1834
 CZ1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RM)
 CZ1834'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 CZ1834'GOOD CONDITION.  A NEW TO REACH FOLLOWS--
 CZ1834'
 CZ1834'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND U.S.
 CZ1834'HIGHWAY 89 IN SOUTH TUCSON, GO SOUTH ON HIGHWAY 89 FOR 7.2 MILES
 CZ1834'TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON OLD
 CZ1834'NOGALES HIGHWAY 1.0 MILE TO END OF PAVEMENT.  CONTINUE SOUTHEAST
 CZ1834'ON GRAVEL ROAD 0.5 MILE TO A TRACK ROAD LEFT AT SUMMIT OF LOW
 CZ1834'RIDGE.  TURN LEFT AND GO EAST ON TRACK ROAD 0.3 MILE TO GATE
 CZ1834'AND FENCE.  PASS THROUGH AND CONTINUE EAST 1.1 MILE TO
 CZ1834'POWERLINE AND CROSSROAD.  CONTINUE STRAIGHT AHEAD EAST ON THE
 CZ1834'TRACK ROAD 0.7 MILE TO THE STATION ON THE RIGHT, 55.0 FEET
 CZ1834'SOUTH OF THE CENTER OF TRACK ROAD.
 CZ1834'
 CZ1834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES S OF
 CZ1834'TUCSON.
 CZ1834
 CZ1834                          STATION RECOVERY (1987)
 CZ1834
 CZ1834'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CZ1834'THE STATION, REFERENCE MARKS AND THE AZ1MUTH MARK WERE RECOVERED AS
 CZ1834'DESCRIBED IN THE ORIGIONAL DESCRIPTION.  DUE TO ROAD CHANGES A NEW
 CZ1834'ROUTE TO THE STATION FOLLOWS.
 CZ1834'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 AND 6TH AVENUE EXIT IN
 CZ1834'TUCSON.  TRAVEL SOUTH ALONG 6TH AVENUE WHICH IS NOGALES HIGHWAY FOR
 CZ1834'6.8 MILES TO HUGHES ACCESS ROAD, CONTINUE SOUTH ALONG NOGALES HIGHWAY
 CZ1834'FOR 0.95 MILE TO A PAVED ROAD LEFT.  BEAR LEFT ALONG THE OLD HIGHWAY
 CZ1834'FOR 1.0 MILE TO THE END OF PAVEMENT, CONTINUE SOUTHEAST FOR 1.15 MILES
 CZ1834'TO A WIRE GATE ON THE LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT, PASS
 CZ1834'THROUGH THE GATE AND TRAVEL NORTHEAST ALONG THE TRACK ROAD FOR 0.6
 CZ1834'MILE TO AN OFFSET T ROAD.  BEAR RIGHT AND TRAVEL EAST 0.2 MILE TO A
 CZ1834'GATE.  PASS THROUGH GATE AND CONTINUE EAST ALONG THE DIRT ROAD FOR
 CZ1834'0.55 MILE TO A CROSS ROAD AND A POWER LINE, CONTINUE AHEAD EAST FOR
 CZ1834'0.55 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.2 MILE
 CZ1834'TO THE STATION ON THE RIGHT.
 CZ1834
 CZ1834                          STATION RECOVERY (1990)
 CZ1834
 CZ1834'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CZ1834'RECOVERED IN GOOD CONDITION.
 CZ1834
 CZ1834                          STATION RECOVERY (1991)
 CZ1834
 CZ1834'RECOVERED 1991
 CZ1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0546 ***********************************************************************
 ER0546  DESIGNATION -  FLATTOP
 ER0546  PID         -  ER0546
 ER0546  STATE/COUNTY-  AZ/APACHE
 ER0546  USGS QUAD   -  AGATE HOUSE (1982)
 ER0546
 ER0546                         *CURRENT SURVEY CONTROL
 ER0546  ___________________________________________________________________
 ER0546* NAD 83(1992)-  34 49 24.53661(N)    109 49 13.66822(W)     ADJUSTED  
 ER0546* NAVD 88     -      1785.     (meters)    5856.     (feet)  SCALED    
 ER0546  ___________________________________________________________________
 ER0546  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 ER0546  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ER0546  HORZ ORDER  -  SECOND
 ER0546
 ER0546.The horizontal coordinates were established by classical geodetic methods
 ER0546.and adjusted by the National Geodetic Survey in August 1993.
 ER0546
 ER0546.The orthometric height was scaled from a topographic map.
 ER0546
 ER0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0546
 ER0546.The geoid height was determined by GEOID03.
 ER0546
 ER0546;                    North         East     Units Scale Factor Converg.
 ER0546;SPC AZ E     -   424,048.132   245,028.883   MT  0.99991236   +0 11 51.7
 ER0546;SPC AZ E     - 1,391,234.03    803,900.53   iFT  0.99991236   +0 11 51.7
 ER0546;UTM  12      - 3,854,102.324   607,867.973   MT  0.99974341   +0 40 25.1
 ER0546
 ER0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0546!SPC AZ E     -   0.99972367  x   0.99991236  =   0.99963606
 ER0546!UTM  12      -   0.99972367  x   0.99974341  =   0.99946715
 ER0546
 ER0546|---------------------------------------------------------------------|
 ER0546| PID    Reference Object                     Distance      Geod. Az  |
 ER0546|                                                           dddmmss.s |
 ER0546| CD2891 FLATTOP RM 2                         15.811 METERS 07413     |
 ER0546| CD2889 FLATTOP AZ MK                                      3375006.5 |
 ER0546| CD2890 FLATTOP RM 1                          8.475 METERS 35304     |
 ER0546|---------------------------------------------------------------------|
 ER0546
 ER0546                          SUPERSEDED SURVEY CONTROL
 ER0546
 ER0546  NAD 83(1986)-  34 49 24.52958(N)    109 49 13.67010(W) AD(       ) 2
 ER0546  NAD 27      -  34 49 24.43500(N)    109 49 11.25200(W) AD(       ) 2
 ER0546
 ER0546.Superseded values are not recommended for survey control.
 ER0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0546.See file dsdata.txt to determine how the superseded data were derived.
 ER0546
 ER0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0786854102(NAD 83)
 ER0546_MARKER: DS = TRIANGULATION STATION DISK
 ER0546_SETTING: 66 = SET IN ROCK OUTCROP
 ER0546
 ER0546  HISTORY     - Date     Condition        Report By
 ER0546  HISTORY     - 1936     MONUMENTED       USGS
 ER0546  HISTORY     - 1959     GOOD             CGS
 ER0546
 ER0546                          STATION DESCRIPTION
 ER0546
 ER0546'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 ER0546'STATION IS LOCATED ABOUT 18 MILES EAST AND 6 MILES SOUTH OF
 ER0546'HOLBROOK, IN THE PETRIFIED FOREST NATIONAL MONUMENT AND 2-1/2
 ER0546'MILES EASTERLY FROM THE HEADQUARTERS, ABOUT 3 MILES NORTHEAST
 ER0546'OF U.S. HIGHWAY 260, ABOUT 1/2 MILE SOUTHEAST OF A SUMMIT ON
 ER0546'THE MAIN SURFACED ROAD THROUGH THE PARK AND ON THE SOUTHERLY
 ER0546'AND HIGHEST OF SEVERAL SMALL MESAS KNOWN AS FLATTOPS.  THE MARK
 ER0546'IS ABOUT 120 FEET NORTH OF THE SOUTHERN TIP OF THE MESA, ABOUT
 ER0546'10 FEET EAST OF THE RIM ROCK ON WEST SIDE, AND ON THE HIGHEST
 ER0546'POINT.  STATION MARK, IS FLUSH.  THERE IS NO
 ER0546'UNDERGROUND MARK.
 ER0546'
 ER0546'BOTH REFERENCE MARKS, ARE SET IN ROCK OUTCROPS WHICH
 ER0546'PROJECT SEVERAL INCHES ABOVE GROUND LEVEL.
 ER0546'
 ER0546'THE AZIMUTH MARK, IS ABOUT 1/2 MILE NORTHWEST OF THE
 ER0546'STATION, ABOUT 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 ER0546'SURFACED ROAD AT A POINT ABOUT 10 FEET NORTHEAST OF A SIGN SUMMIT
 ER0546'5700 AND FLATTOPS.
 ER0546'
 ER0546'TO REACH FROM HOLBROOK GO SOUTHEASTERLY ON U.S. HIGHWAY 260
 ER0546'FROM JUNCTION WITH U.S. HIGHWAY 66 FOR 18.6 MILES TO CHECKING
 ER0546'STATION.  THENCE LEFT AND EAST TO PARK HEADQUARTERS 0.4 MILE.
 ER0546'TURN RIGHT AND CROSS LOW BRIDGE AND COME TO FORKS AT 0.2 MILE.
 ER0546'TAKE LEFT FORK AND CONTINUE 2.5 MILES TO SUMMIT AND AZIMUTH
 ER0546'MARK.  A 15-MINUTE PACK.
 ER0546
 ER0546                          STATION RECOVERY (1959)
 ER0546
 ER0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0546'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 ER0546'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0818 ***********************************************************************
 ET0818  DESIGNATION -  FLATTY
 ET0818  PID         -  ET0818
 ET0818  STATE/COUNTY-  AZ/MOHAVE
 ET0818  USGS QUAD   -  BEECHER CANYON (1967)
 ET0818
 ET0818                         *CURRENT SURVEY CONTROL
 ET0818  ___________________________________________________________________
 ET0818* NAD 83(1992)-  34 38 28.19597(N)    113 51 27.91325(W)     ADJUSTED  
 ET0818* NAVD 88     -       926.483  (meters)    3039.64   (feet)  ADJUSTED  
 ET0818  ___________________________________________________________________
 ET0818  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 ET0818  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0818  DYNAMIC HT  -         925.376 (meters)    3036.00  (feet)  COMP
 ET0818  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 ET0818
 ET0818  HORZ ORDER  -  FIRST
 ET0818  VERT ORDER  -  FIRST     CLASS II
 ET0818
 ET0818.The horizontal coordinates were established by classical geodetic methods
 ET0818.and adjusted by the National Geodetic Survey in August 1993.
 ET0818
 ET0818.The orthometric height was determined by differential leveling
 ET0818.and adjusted in June 1991.
 ET0818
 ET0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0818
 ET0818.The geoid height was determined by GEOID03.
 ET0818
 ET0818.The dynamic height is computed by dividing the NAVD 88
 ET0818.geopotential number by the normal gravity value computed on the
 ET0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0818.degrees latitude (g = 980.6199 gals.).
 ET0818
 ET0818.The modeled gravity was interpolated from observed gravity values.
 ET0818
 ET0818;                    North         East     Units Scale Factor Converg.
 ET0818;SPC AZ W     -   403,788.815   203,481.272   MT  0.99993454   -0 03 40.5
 ET0818;SPC AZ W     - 1,324,766.45    667,589.48   iFT  0.99993454   -0 03 40.5
 ET0818;UTM  12      - 3,836,966.045   238,053.226   MT  1.00044582   -1 37 31.3
 ET0818
 ET0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0818!SPC AZ W     -   0.99985920  x   0.99993454  =   0.99979375
 ET0818!UTM  12      -   0.99985920  x   1.00044582  =   1.00030496
 ET0818
 ET0818|---------------------------------------------------------------------|
 ET0818| PID    Reference Object                     Distance      Geod. Az  |
 ET0818|                                                           dddmmss.s |
 ET0818| ET0817 FLATTY RM 1                          14.354 METERS 19539     |
 ET0818| CH2294 FLATTY RM 2                           6.773 METERS 27326     |
 ET0818| CH2293 FLATTY AZ MK                                       3292605.7 |
 ET0818|---------------------------------------------------------------------|
 ET0818
 ET0818                          SUPERSEDED SURVEY CONTROL
 ET0818
 ET0818  NAD 83(1986)-  34 38 28.19669(N)    113 51 27.92246(W) AD(       ) 1
 ET0818  NAD 27      -  34 38 28.15800(N)    113 51 25.13600(W) AD(       ) 1
 ET0818  NGVD 29 (07/19/86)  923.5    (m)         3030.     (f) VERT ANG    3  
 ET0818
 ET0818.Superseded values are not recommended for survey control.
 ET0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0818.See file dsdata.txt to determine how the superseded data were derived.
 ET0818
 ET0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3805336966(NAD 83)
 ET0818_MARKER: DS = TRIANGULATION STATION DISK
 ET0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0818_SP_SET: CONCRETE POST
 ET0818_STAMPING: FLATTY 1945
 ET0818_MARK LOGO: CGS   
 ET0818_PROJECTION: PROJECTING 30 CENTIMETERS
 ET0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0818+STABILITY: SURFACE MOTION
 ET0818
 ET0818  HISTORY     - Date     Condition        Report By
 ET0818  HISTORY     - 1945     MONUMENTED       CGS
 ET0818  HISTORY     - 1981     GOOD             NGS
 ET0818
 ET0818                          STATION DESCRIPTION
 ET0818
 ET0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 ET0818'STATION IS LOCATED ABOUT 24 MILES (BY ROAD) SE OF YUCCA, ABOUT
 ET0818'20 MILES NW OF SIGNAL, ABOUT 15 MILES (AIR LINE) WSW OF WIKIEUP,
 ET0818'IN FLAT DESERT LAND ON THE S SIDE OF THE YUCCA-SIGNAL ROAD.
 ET0818'
 ET0818'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0818'PROJECTING ABOUT 7 INCHES ABOVE GROUND AND IS STAMPED FLATTY 1945.
 ET0818'IT IS 27 FEET SSW OF THE CENTER LINE OF GRADED ROAD AND 7.8 FEET
 ET0818'SSW OF A 4- BY 4-INCH WHITE WITNESS POST.  UNDERGROUND MARK IS
 ET0818'A BRONZE DISK SET IN CONCRETE.
 ET0818'
 ET0818'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0818'POST PROJECTING ABOUT 7 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0818'FLATTY NO 1 1945.  IT IS ABOUT 6 INCHES LOWER IN ELEVATION THAN
 ET0818'STATION MARK.
 ET0818'
 ET0818'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0818'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0818'FLATTY NO 2 1945.  IT IS ABOUT 6 INCHES LOWER IN ELEVATION THAN
 ET0818'STATION MARK.
 ET0818'
 ET0818'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 ET0818'LARGE BOULDER ABOUT 8 FEET ABOVE THE GROUND AND IS STAMPED FLATTY
 ET0818'1945.  THIS BOULDER IS THE LARGEST BOULDER ON THE RIDGE AND IS
 ET0818'LOCATED ON THE SAME BUTTE WITH STATION STOUT.
 ET0818'
 ET0818'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON GRADED
 ET0818'GRAVEL SIGNAL ROAD FOR 2.6 MILES, KEEP RIGHT FORK FOR 9.5 MILES,
 ET0818'THENCE THE RIGHT FORK AGAIN FOR 9.6 MILES TO ANOTHER FORKS.
 ET0818'HERE TAKE THE LEFT FORK FOR 0.6 MILE.* CONTINUE ON SIGNAL ROAD
 ET0818'FOR 1.8 MILES TO THE STATION ON THE RIGHT SIDE OF ROAD.
 ET0818'
 ET0818'*TO REACH AZIMUTH MARK FROM HERE, TURN LEFT ACROSS COUNTRY 0.3
 ET0818'MILE, THEN PACK SE FOR ABOUT 10 MINUTES TO THE TOP OF THE ROCKY
 ET0818'BUTTE UPON WHICH STATION STOUT IS LOCATED.  AZIMUTH MARK IS ABOUT
 ET0818'60 YARDS FROM THE STATION ON THE RIDGE RUNNING OFF TO THE ENE.
 ET0818
 ET0818                          STATION RECOVERY (1981)
 ET0818
 ET0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0818'38.4 KM (23.85 MI) SE FROM YUCCA.
 ET0818'38.4 KM (23.85 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0818'INTERSTATE HIGHWAY 40 IN YUCCA, 0.8 KM (0.5 MI) SOUTHEAST OF THE
 ET0818'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 12.3 METERS (40.5 FT)
 ET0818'SOUTHWEST OF THE CENTERLINE OF ALAMO ROAD, 14.5 METERS (47.5 FT)
 ET0818'SOUTHEAST OF THE CENTERLINE OF A SMALL WASH, 14.4 METERS (47.1 FT)
 ET0818'NORTHEAST OF REFERENCE MARK 1.
 ET0818'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ET0818'THE MARK IS 0.3 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0817 ***********************************************************************
 ET0817  DESIGNATION -  FLATTY RM 1
 ET0817  PID         -  ET0817
 ET0817  STATE/COUNTY-  AZ/MOHAVE
 ET0817  USGS QUAD   -  BEECHER CANYON (1967)
 ET0817
 ET0817                         *CURRENT SURVEY CONTROL
 ET0817  ___________________________________________________________________
 ET0817* NAD 83(1986)-  34 38 28.     (N)    113 51 28.     (W)     SCALED    
 ET0817* NAVD 88     -       925.901  (meters)    3037.73   (feet)  ADJUSTED  
 ET0817  ___________________________________________________________________
 ET0817  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0817  DYNAMIC HT  -         924.795 (meters)    3034.10  (feet)  COMP
 ET0817  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 ET0817  OBS GRAVITY -     979,413.4   (mgal)                       GRAV_OBS
 ET0817
 ET0817  VERT ORDER  -  FIRST     CLASS II
 ET0817
 ET0817.The horizontal coordinates were scaled from a topographic map and have
 ET0817.an estimated accuracy of +/- 6 seconds.
 ET0817
 ET0817.The orthometric height was determined by differential leveling
 ET0817.and adjusted in June 1991.
 ET0817
 ET0817.The geoid height was determined by GEOID03.
 ET0817
 ET0817.The dynamic height is computed by dividing the NAVD 88
 ET0817.geopotential number by the normal gravity value computed on the
 ET0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0817.degrees latitude (g = 980.6199 gals.).
 ET0817
 ET0817.The modeled gravity was interpolated from observed gravity values.
 ET0817.The observed gravity was obtained from relative gravimeter ties
 ET0817.to the IGSN71 gravity network.
 ET0817
 ET0817;                    North         East    Units  Estimated Accuracy
 ET0817;SPC AZ W     -   403,780.      203,480.      MT  (+/- 180 meters Scaled)
 ET0817
 ET0817                          SUPERSEDED SURVEY CONTROL
 ET0817
 ET0817.No superseded survey control is available for this station.
 ET0817
 ET0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD380369(NAD 83)
 ET0817_MARKER: DR = REFERENCE MARK DISK
 ET0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0817_SP_SET: CONCRETE POST
 ET0817_STAMPING: FLATTY NO 1 1945
 ET0817_MARK LOGO: CGS   
 ET0817_PROJECTION: PROJECTING 30 CENTIMETERS
 ET0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0817+STABILITY: SURFACE MOTION
 ET0817
 ET0817  HISTORY     - Date     Condition        Report By
 ET0817  HISTORY     - 1945     MONUMENTED       CGS
 ET0817  HISTORY     - 1981     GOOD             NGS
 ET0817
 ET0817                          STATION DESCRIPTION
 ET0817
 ET0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0817'38.4 KM (23.85 MI) SE FROM YUCCA.
 ET0817'38.4 KM (23.85 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0817'INTERSTATE HIGHWAY 40 IN YUCCA, 0.8 KM (0.5 MI) SOUTHEAST OF A DIRT
 ET0817'ROAD LEADING SOUTHWEST, 26.5 METERS (87.6 FT) SOUTHWEST OF THE
 ET0817'CENTERLINE OF ALAMO ROAD, 16.5 METERS (54.0 FT) SOUTHEAST OF THE
 ET0817'CENTERLINE OF A SMALL WASH, 14.4 METERS (47.1 FT) SOUTHWEST OF STATION
 ET0817'FLATTY.
 ET0817'THE MARK IS 0.3 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1907 ***********************************************************************
 CZ1907  DESIGNATION -  FLETCHER
 CZ1907  PID         -  CZ1907
 CZ1907  STATE/COUNTY-  AZ/PINAL
 CZ1907  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1907
 CZ1907                         *CURRENT SURVEY CONTROL
 CZ1907  ___________________________________________________________________
 CZ1907* NAD 83(1992)-  32 47 12.25686(N)    111 09 59.39355(W)     ADJUSTED  
 CZ1907* NAVD 88     -       812.7    (meters)    2666.     (feet)  VERTCON   
 CZ1907  ___________________________________________________________________
 CZ1907  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 CZ1907  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CZ1907  HORZ ORDER  -  SECOND
 CZ1907
 CZ1907.The horizontal coordinates were established by classical geodetic methods
 CZ1907.and adjusted by the National Geodetic Survey in August 1993.
 CZ1907
 CZ1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1907
 CZ1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1907
 CZ1907.The geoid height was determined by GEOID03.
 CZ1907
 CZ1907;                    North         East     Units Scale Factor Converg.
 CZ1907;SPC AZ C     -   198,351.714   283,627.635   MT  0.99996086   +0 24 22.5
 CZ1907;SPC AZ C     -   650,760.22    930,536.86   iFT  0.99996086   +0 24 22.5
 CZ1907;UTM  12      - 3,627,657.371   484,409.112   MT  0.99960300   -0 05 24.6
 CZ1907
 CZ1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1907!SPC AZ C     -   0.99987696  x   0.99996086  =   0.99983783
 CZ1907!UTM  12      -   0.99987696  x   0.99960300  =   0.99948001
 CZ1907
 CZ1907|---------------------------------------------------------------------|
 CZ1907| PID    Reference Object                     Distance      Geod. Az  |
 CZ1907|                                                           dddmmss.s |
 CZ1907| CH5160 FLETCHER RM 1                        11.243 METERS 06544     |
 CZ1907| CZ1921 DURHAM                              APPROX. 7.2 KM 1401352.2 |
 CZ1907| CH5161 FLETCHER RM 2                         6.967 METERS 22939     |
 CZ1907|---------------------------------------------------------------------|
 CZ1907
 CZ1907                          SUPERSEDED SURVEY CONTROL
 CZ1907
 CZ1907  NAD 83(1986)-  32 47 12.25031(N)    111 09 59.39189(W) AD(       ) 2
 CZ1907  NAD 27      -  32 47 11.99935(N)    111 09 56.99510(W) AD(       ) 2
 CZ1907  NGVD 29 (07/19/86)  812.1    (m)         2664.     (f) VERT ANG    3  
 CZ1907
 CZ1907.Superseded values are not recommended for survey control.
 CZ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1907.See file dsdata.txt to determine how the superseded data were derived.
 CZ1907
 CZ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8440927657(NAD 83)
 CZ1907_MARKER: DD = SURVEY DISK
 CZ1907_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1907+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ1907
 CZ1907  HISTORY     - Date     Condition        Report By
 CZ1907  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1907  HISTORY     - 20071214 GOOD             GEOCAC
 CZ1907
 CZ1907                          STATION DESCRIPTION
 CZ1907
 CZ1907'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1907'THE STATION IS ABOUT 21 MILES SOUTHEAST OF FLORENCE, 21 MILES
 CZ1907'NORTHWEST OF ORICLE JCT., AND ABOUT 1,000 FEET EAST OF
 CZ1907'U.S. HWY. 80-89 LOCATED ON A SMALL HILL, THE MOST NORTHERLY OF
 CZ1907'TWO HILLS.
 CZ1907'
 CZ1907'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FLETCHER 1977
 CZ1907'AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  STATION IS
 CZ1907'LOCATED ON A SMALL HILL ABOUT 1000 FEET EAST OF HWY. 80-89.
 CZ1907'
 CZ1907'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FLETCHER
 CZ1907'RM 2 1977 AND IS EPOXIED TO A ROCK OUTCROP.
 CZ1907'
 CZ1907'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FLETCHER
 CZ1907'RM 1 1977 AND IS EPOXIED TO A ROCK OUTCROP.
 CZ1907'
 CZ1907'TO REACH THE STATION FROM THE COURT HOUSE IN FLORENCE, TRAVEL
 CZ1907'SOUTH ON U.S. HWY. 80-89 TO MILE POST 111.65 AND A ROAD LEFT,
 CZ1907'FREEMAN RD., TURN LEFT (EAST) ON FREEMAN RD. FOR 0.25 MILE TO A
 CZ1907'POWER LINE RD.  TURN LEFT ON POWER LINE RD. FOR 0.8 MILE TO THE
 CZ1907'BASE OF A SMALL HILL.  (THE MOST NORTHERLY OF 2 SMALL HILLS)
 CZ1907'PACK EASTERLY TO SUMMIT AND THE STATION.  ABOUT A 5 MINUTE PACK.
 CZ1907'
 CZ1907'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1907
 CZ1907                          STATION RECOVERY (2007)
 CZ1907
 CZ1907'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1907'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 CZ1907'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION - U.S. HWY.
 CZ1907'80-89 IS NOW ARIZONA HWY. 79 AND THE STATION MARK IS 3.0 FEET SOUTH OF
 CZ1907'A WITNESS POST.
 CZ1907' 
 CZ1907'SEARCHED FOR REFERENCE MARK 1 BUT WAS NOT FOUND. IT MAY BE LOCATED
 CZ1907'UNDER THE LOOSE DIRT AND STONES IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6800 ***********************************************************************
 AC6800  PACS        -  This is a Primary Airport Control Station.
 AC6800  DESIGNATION -  FLG A
 AC6800  PID         -  AC6800
 AC6800  STATE/COUNTY-  AZ/COCONINO
 AC6800  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AC6800
 AC6800                         *CURRENT SURVEY CONTROL
 AC6800  ___________________________________________________________________
 AC6800* NAD 83(2007)-  35 08 02.22467(N)    111 40 28.93502(W)     ADJUSTED  
 AC6800* NAVD 88     -      2138.15   (meters)    7014.9    (feet)  GPS OBS   
 AC6800  ___________________________________________________________________
 AC6800  EPOCH DATE  -        2007.00
 AC6800  X           -  -1,929,273.052 (meters)                     COMP
 AC6800  Y           -  -4,854,286.348 (meters)                     COMP
 AC6800  Z           -   3,651,247.378 (meters)                     COMP
 AC6800  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AC6800  ELLIP HEIGHT-        2115.051 (meters)          (02/10/07) ADJUSTED
 AC6800  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AC6800
 AC6800  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6800  Type    PID    Designation                      North   East  Ellip
 AC6800  -------------------------------------------------------------------
 AC6800  NETWORK AC6800 FLG A                             0.45   0.41   1.04
 AC6800  -------------------------------------------------------------------
 AC6800
 AC6800.This mark is at Flagstaff Pulliam Airport (FLG)
 AC6800
 AC6800.The horizontal coordinates were established by GPS observations
 AC6800.and adjusted by the National Geodetic Survey in February 2007.
 AC6800
 AC6800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6800.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6800.The horizontal coordinates are valid at the epoch date displayed above.
 AC6800.The epoch date for horizontal control is a decimal equivalence
 AC6800.of Year/Month/Day.
 AC6800
 AC6800.The orthometric height was determined by GPS observations and a
 AC6800.high-resolution geoid model.
 AC6800
 AC6800.GPS derived orthometric heights for airport stations designated as
 AC6800.PACS or SACS are published to 2 decimal places.  This maintains
 AC6800.centimeter relative accuracy between the PACS and SACS.  It does
 AC6800.not indicate centimeter accuracy relative to other marks which are
 AC6800.part of the NAVD 88 network.
 AC6800
 AC6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6800
 AC6800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6800
 AC6800.The ellipsoidal height was determined by GPS observations
 AC6800.and is referenced to NAD 83.
 AC6800
 AC6800.The geoid height was determined by GEOID03.
 AC6800
 AC6800;                    North         East     Units Scale Factor Converg.
 AC6800;SPC AZ C     -   458,460.323   235,410.074   MT  0.99990599   +0 08 21.3
 AC6800;SPC AZ C     - 1,504,134.92    772,342.76   iFT  0.99990599   +0 08 21.3
 AC6800;UTM  12      - 3,888,106.204   438,532.146   MT  0.99964656   -0 23 17.9
 AC6800
 AC6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6800!SPC AZ C     -   0.99966812  x   0.99990599  =   0.99957414
 AC6800!UTM  12      -   0.99966812  x   0.99964656  =   0.99931480
 AC6800
 AC6800:                Primary Azimuth Mark                     Grid Az
 AC6800:SPC AZ C     -  AP STA A2 FLG                            224 07 35.6
 AC6800:UTM  12      -  AP STA A2 FLG                            224 39 14.8
 AC6800
 AC6800|---------------------------------------------------------------------|
 AC6800| PID    Reference Object                     Distance      Geod. Az  |
 AC6800|                                                           dddmmss.s |
 AC6800| AC6801 AP STA A2 FLG                       431.409 METERS 2241556.9 |
 AC6800|---------------------------------------------------------------------|
 AC6800
 AC6800                          SUPERSEDED SURVEY CONTROL
 AC6800
 AC6800  ELLIP H (01/12/01) 2115.071  (m)                       GP(       ) 4 1
 AC6800  NAD 83(1992)-  35 08 02.22376(N)    111 40 28.93383(W) AD(       ) B
 AC6800  ELLIP H (03/14/97) 2115.139  (m)                       GP(       ) 3 1
 AC6800
 AC6800.Superseded values are not recommended for survey control.
 AC6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6800.See file dsdata.txt to determine how the superseded data were derived.
 AC6800
 AC6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3853288106(NAD 83)
 AC6800_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6800_SETTING: 66 = SET IN ROCK OUTCROP
 AC6800_STAMPING: FLG A 1996
 AC6800_MARK LOGO: NGS   
 AC6800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6800+STABILITY: POSITION/ELEVATION WELL
 AC6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6800+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1997
 AC6800
 AC6800  HISTORY     - Date     Condition        Report By
 AC6800  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6800  HISTORY     - 19970606 GOOD             NGS
 AC6800
 AC6800                          STATION DESCRIPTION
 AC6800
 AC6800'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6800'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) SOUTH-SOUTHWEST
 AC6800'OF THE CITY OF FLAGSTAFF AT THE FLAGSTAFF PULLIAM AIRPORT.  OWNERSHIP
 AC6800'-- CITY OF FLAGSTAFF, KEN PATRICK - LEADPERSON, PHONE (520) 774-1422
 AC6800'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AC6800'40 SOUTH OF FLAGSTAFF (INTERCHANGE 340 ON INTERSTATE 17) , PROCEED
 AC6800'SOUTH ON INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337. TURN LEFT AT
 AC6800'END OF EXIT RAMP AND PROCEED EAST FOR 0.15 KM (0.10 MI) FOLLOWING THE
 AC6800'ROAD TO THE AIRPORT TERMINAL CROSSING OVER INTERSTATE 17 TO THE
 AC6800'JUNCTION WITH W SHAMRELL BOULEVARD.  TURN RIGHT AND GO EASTERLY ON W
 AC6800'SHAMRELL BOULEVARD TO THE AIRPORT OPERATIONS BUILDING (BLDG 6619) AND
 AC6800'ACCESS GATE.  PROCEED THROUGH ACCESS GATE AND CONTINUE SOUTHEAST
 AC6800'ACROSS APRON TO TAXIWAY F.  CONTINUE ALONG TAXIWAY F TO THE JUNCTION
 AC6800'WITH RUNWAY 3-21.  CROSS RUNWAY 3-21 AND CONTINUE EAST FOR 0.1 KM
 AC6800'(0.05 MI) TO THE STATION SET IN BEDROCK THE STATION IS A STANDARD
 AC6800'SURVEY DISK SET IN A DRILLHOLE IN BEDROCK. THE STATION IS LOCATED
 AC6800'65.60 M (215.22 FT) SOUTHEAST OF A RUNWAY LIGHT, 78.40 M (257.22 FT)
 AC6800'SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 67.20 M (220.47 FT) SOUTHEAST OF
 AC6800'THE SOUTHEAST EDGE OF RUNWAY 3-21, 7.70 M (25.26 FT) SOUTHWEST OF THE
 AC6800'CENTERLINE OF A DIRT ROAD, 62.00 M (203.41 FT) NORTHWEST OF A
 AC6800'FENCELINE, 108.80 M (356.95 FT) SOUTHWEST OF A WINDSOCK, 74.15 M
 AC6800'(243.27 FT) SOUTHWEST OF AERIAL CONTROL MONUMENT A 802, AND 0.93 M
 AC6800'(3.05 FT) NORTH OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6800'AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6800
 AC6800                          STATION RECOVERY (1997)
 AC6800
 AC6800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC6800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06JUN1997 (WCW) .  RECOVERED
 AC6800'IN GOOD CONDITION WITH MODIFIED TO REACH AS FOLLOWS.  TO REACH THE
 AC6800'STATION FROM OPERATIONS BUILDING (BLDG 6619) ON THE SOUTH SIDE AND
 AC6800'NEAR THE EASTERLY TERMINUS OF W SHAMRELL BOULEVARD, TURN RIGHT AND GO
 AC6800'SOUTHERLY FOR 0.08 KM (0.05 MI) PASSING THE OPERATIONS BUILDING ON
 AC6800'RIGHT TO THE SOUTH GATE ON LEFT.  PASS THROUGH THE GATE AND BEAR LEFT
 AC6800'TO GO SOUTHEAST ACROSS THE SOUTH RAMP (AKA ALPINE RAMP) FOR 0.2 KM
 AC6800'(0.10 MI) TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO NORTHEAST FOR 0.2
 AC6800'KM (0.10 MI) TO CONNECTOR TAXIWAY E ON RIGHT.  TURN RIGHT AND GO
 AC6800'SOUTHEAST FOR 0.2 KM (0.10 MI) CROSSING THE RUNWAY TO A LOOPING DIRT
 AC6800'ROAD EAST OF THE RUNWAY AND SOUTH OF THE WINDSOCK, AND FOLLOW THE
 AC6800'LOOPING DIRT ROAD TO THE STATION SOUTH OF THE SOUTHERNMOST PART OF THE
 AC6800'ROAD LOOP.  THE MARK IS A NGS HORIZONTAL CONTROL DISK SET FLUSH IN A
 AC6800'6X4 FT SECTION OF A MASSIVE LIMESTONE OUTCROP.  1996 TIES ARE
 AC6800'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6802 ***********************************************************************
 AC6802  SACS        -  This is a Secondary Airport Control Station.
 AC6802  DESIGNATION -  FLG B
 AC6802  PID         -  AC6802
 AC6802  STATE/COUNTY-  AZ/COCONINO
 AC6802  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AC6802
 AC6802                         *CURRENT SURVEY CONTROL
 AC6802  ___________________________________________________________________
 AC6802* NAD 83(2007)-  35 08 38.59700(N)    111 40 00.71181(W)     ADJUSTED  
 AC6802* NAVD 88     -      2136.02   (meters)    7007.9    (feet)  GPS OBS   
 AC6802  ___________________________________________________________________
 AC6802  EPOCH DATE  -        2007.00
 AC6802  X           -  -1,928,369.911 (meters)                     COMP
 AC6802  Y           -  -4,853,948.915 (meters)                     COMP
 AC6802  Z           -   3,652,163.099 (meters)                     COMP
 AC6802  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AC6802  ELLIP HEIGHT-        2112.942 (meters)          (02/10/07) ADJUSTED
 AC6802  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AC6802
 AC6802  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6802  Type    PID    Designation                      North   East  Ellip
 AC6802  -------------------------------------------------------------------
 AC6802  NETWORK AC6802 FLG B                             0.51   0.45   1.06
 AC6802  -------------------------------------------------------------------
 AC6802
 AC6802.This mark is at Flagstaff Pulliam Airport (FLG)
 AC6802
 AC6802.The horizontal coordinates were established by GPS observations
 AC6802.and adjusted by the National Geodetic Survey in February 2007.
 AC6802
 AC6802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6802.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6802.The horizontal coordinates are valid at the epoch date displayed above.
 AC6802.The epoch date for horizontal control is a decimal equivalence
 AC6802.of Year/Month/Day.
 AC6802
 AC6802.The orthometric height was determined by GPS observations and a
 AC6802.high-resolution geoid model.
 AC6802
 AC6802.GPS derived orthometric heights for airport stations designated as
 AC6802.PACS or SACS are published to 2 decimal places.  This maintains
 AC6802.centimeter relative accuracy between the PACS and SACS.  It does
 AC6802.not indicate centimeter accuracy relative to other marks which are
 AC6802.part of the NAVD 88 network.
 AC6802
 AC6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6802
 AC6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6802
 AC6802.The ellipsoidal height was determined by GPS observations
 AC6802.and is referenced to NAD 83.
 AC6802
 AC6802.The geoid height was determined by GEOID03.
 AC6802
 AC6802;                    North         East     Units Scale Factor Converg.
 AC6802;SPC AZ C     -   459,582.884   236,121.703   MT  0.99990638   +0 08 37.7
 AC6802;SPC AZ C     - 1,507,817.86    774,677.50   iFT  0.99990638   +0 08 37.7
 AC6802;UTM  12      - 3,889,221.874   439,253.894   MT  0.99964548   -0 23 02.0
 AC6802
 AC6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6802!SPC AZ C     -   0.99966845  x   0.99990638  =   0.99957486
 AC6802!UTM  12      -   0.99966845  x   0.99964548  =   0.99931405
 AC6802
 AC6802                          SUPERSEDED SURVEY CONTROL
 AC6802
 AC6802  ELLIP H (01/12/01) 2112.962  (m)                       GP(       ) 4 1
 AC6802  NAD 83(1992)-  35 08 38.59614(N)    111 40 00.71072(W) AD(       ) 1
 AC6802  ELLIP H (03/14/97) 2113.031  (m)                       GP(       ) 3 1
 AC6802
 AC6802.Superseded values are not recommended for survey control.
 AC6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6802.See file dsdata.txt to determine how the superseded data were derived.
 AC6802
 AC6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3925489222(NAD 83)
 AC6802_MARKER: DD = SURVEY DISK
 AC6802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6802_STAMPING: FLG B 1996
 AC6802_MARK LOGO: NGS   
 AC6802_PROJECTION: FLUSH
 AC6802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6802+STABILITY: SURFACE MOTION
 AC6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6802+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1997
 AC6802_ROD/PIPE-DEPTH: 1.0  meters
 AC6802
 AC6802  HISTORY     - Date     Condition        Report By
 AC6802  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6802  HISTORY     - 19970606 GOOD             NGS
 AC6802
 AC6802                          STATION DESCRIPTION
 AC6802
 AC6802'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6802'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) SOUTH-SOUTHWEST
 AC6802'OF THE CITY OF FLAGSTAFF AT THE FLAGSTAFF PULLIAM AIRPORT.  OWNERSHIP
 AC6802'-- CITY OF FLAGSTAFF, KEN PATRICK - LEADPERSON, PHONE (520) 774-1422
 AC6802'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 17 AND INTERSTATE
 AC6802'40 SOUTH OF FLAGSTAFF (INTERCHANGE 340 ON INTERSTATE 17) , PROCEED
 AC6802'SOUTH ON INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO EXIT 337. TURN LEFT AT
 AC6802'END OF EXIT RAMP AND PROCEED EAST FOR 0.15 KM (0.10 MI) CROSSING OVER
 AC6802'INTERSTATE 17 TO THE JUNCTION WITH W SHAMRELL BOULEVARD.  BEAR LEFT
 AC6802'AND CONTINUE EASTERLY ON W SHAMRELL BOULEVARD TO THE AIRPORT
 AC6802'OPERATIONS BUILDING (BLDG 6619) AND ACCESS GATE. PROCEED THROUGH
 AC6802'ACCESS GATE AND CONTINUE EAST ACROSS APRON TO PARALLEL TAXIWAY.  TURN
 AC6802'LEFT AT PARALLEL TAXIWAY AND GO NORTHEAST ALONG TAXIWAY FOR 1.3 KM
 AC6802'(0.80 MI) TO THE JUNCTION WITH THE ILS POWER HOUSE ACCESS ROAD ON THE
 AC6802'LEFT.  TURN LEFT AND PROCEED NORTHWEST TO JUNCTION WITH DIRT ROAD ON
 AC6802'LEFT.  TURN LEFT AND GO SOUTHWEST ON DIRT ROAD PARALLELING TAXIWAY FOR
 AC6802'60 M (196.8 FT) TO THE STATION ON THE RIGHT THE STATION IS THE CENTER
 AC6802'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AC6802'PIPE, RECESSED 14 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AC6802'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6802'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6802'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 48.00 M
 AC6802'(157.48 FT) SOUTHWEST FROM A WIND SPEED INDICATOR, 23.30 M (76.44 FT)
 AC6802'NORTHWEST OF TAXIWAY LIGHT T2-15, 9.0 M (29.5 FT) NORTHWEST OF THE
 AC6802'CENTERLINE OF A DIRT ACCESS ROAD, 43.20 M (141.73 FT) SOUTHEAST OF A
 AC6802'FENCE, 26.30 M (86.29 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 AC6802'PARALLEL TAXIWAY, AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE WITNESS
 AC6802'POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6802'(SACS) - ARIZONA ANA SURVEYS 1996
 AC6802
 AC6802                          STATION RECOVERY (1997)
 AC6802
 AC6802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC6802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06JUN1997 (WCW) .  RECOVERED
 AC6802'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1527 ***********************************************************************
 DA1527  DESIGNATION -  FLITE
 DA1527  PID         -  DA1527
 DA1527  STATE/COUNTY-  AZ/PIMA
 DA1527  USGS QUAD   -  AJO NORTH (1990)
 DA1527
 DA1527                         *CURRENT SURVEY CONTROL
 DA1527  ___________________________________________________________________
 DA1527* NAD 83(1992)-  32 23 10.37656(N)    112 52 21.59528(W)     ADJUSTED  
 DA1527* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 DA1527  ___________________________________________________________________
 DA1527  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DA1527  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1527  HORZ ORDER  -  SECOND
 DA1527
 DA1527.The horizontal coordinates were established by classical geodetic methods
 DA1527.and adjusted by the National Geodetic Survey in August 1993.
 DA1527
 DA1527.The orthometric height was scaled from a topographic map.
 DA1527
 DA1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1527
 DA1527.The geoid height was determined by GEOID03.
 DA1527
 DA1527;                    North         East     Units Scale Factor Converg.
 DA1527;SPC AZ C     -   154,092.231   123,412.598   MT  0.99999974   -0 30 43.5
 DA1527;SPC AZ C     -   505,551.94    404,896.98   iFT  0.99999974   -0 30 43.5
 DA1527;UTM  12      - 3,584,788.323   323,848.746   MT  0.99998265   -1 00 11.9
 DA1527
 DA1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1527!SPC AZ C     -   0.99992007  x   0.99999974  =   0.99991981
 DA1527!UTM  12      -   0.99992007  x   0.99998265  =   0.99990272
 DA1527
 DA1527|---------------------------------------------------------------------|
 DA1527| PID    Reference Object                     Distance      Geod. Az  |
 DA1527|                                                           dddmmss.s |
 DA1527| AF8760 FLITE RM 1                           23.180 METERS 00539     |
 DA1527| CH5162 FLITE RM 3 AZIMUTH                                 0404407.4 |
 DA1527| AF8761 FLITE RM 2                           19.795 METERS 08903     |
 DA1527| DA1531 AJO PHELPS DODGE SMELT STACK        APPROX. 2.4 KM 1433215.2 |
 DA1527| DA1539 J C GREENWAY MEMORIAL CROSS         APPROX. 2.5 KM 1930744.4 |
 DA1527|---------------------------------------------------------------------|
 DA1527
 DA1527                          SUPERSEDED SURVEY CONTROL
 DA1527
 DA1527  NAD 83(1986)-  32 23 10.36322(N)    112 52 21.59905(W) AD(       ) 2
 DA1527  NAD 27      -  32 23 10.15200(N)    112 52 19.04700(W) AD(       ) 2
 DA1527
 DA1527.Superseded values are not recommended for survey control.
 DA1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1527.See file dsdata.txt to determine how the superseded data were derived.
 DA1527
 DA1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2384984788(NAD 83)
 DA1527_MARKER: DS = TRIANGULATION STATION DISK
 DA1527_SETTING: 80 = SET IN A BOULDER
 DA1527_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA1527+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1527
 DA1527  HISTORY     - Date     Condition        Report By
 DA1527  HISTORY     - 1935     MONUMENTED       CGS
 DA1527  HISTORY     - 1953     GOOD             USAF
 DA1527  HISTORY     - 1953     GOOD             AZHD
 DA1527  HISTORY     - 1953     GOOD             CGS
 DA1527  HISTORY     - 1967     GOOD             CGS
 DA1527  HISTORY     - 1979     GOOD             NGS
 DA1527  HISTORY     - 19990120 GOOD             USPSQD
 DA1527  HISTORY     - 20060220 GOOD             USPSQD
 DA1527  HISTORY     - 20070603 GOOD             GEOCAC
 DA1527
 DA1527                          STATION DESCRIPTION
 DA1527
 DA1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1527'A SUPPLEMENTAL TRIANGULATION STATION PLACED AT AJO FOR LOCAL
 DA1527'CONVENIENCE.  TO REACH FROM THE AJO POST OFFICE, TAKE THE GRAVELED
 DA1527'HIGHWAY TOWARD GILA BEND FOR 1.4 MILES TO POINT WHERE THE
 DA1527'HIGHWAY TURNS RIGHT (NORTHEAST).  THE STATION IS ABOUT 100 FEET
 DA1527'WEST OF THE HIGHWAY, OPPOSITE THE ABOVE-MENTIONED CURVE.  MARKED
 DA1527'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1527'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DA1527'23.180 METERS (76.05 FEET) FROM STATION N 05 DEG
 DA1527'39 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DA1527'DISK, IS 19.795 METERS (64.94 FEET) FROM STATION
 DA1527'N 89 DEG 03 MIN E.  THE AZIMUTH MARK, A STANDARD
 DA1527'STATION DISK WITH AN ARROW CHISELED THEREON POINTING TOWARD
 DA1527'THE STATION, IS SET IN A BLOCK OF CONCRETE ABOUT 0.35 MILE
 DA1527'DOWN THE ROAD FROM THE STATION, 20 PACES EAST OF THE
 DA1527'ROAD AND N 40 DEG 44 MIN E FROM THE STATION.
 DA1527
 DA1527                          STATION RECOVERY (1953)
 DA1527
 DA1527'RECOVERY NOTE BY US AIR FORCE 1953
 DA1527'LETTER OF MAJOR HOWARD A. BURD, COMDG., 1ST COMPUTATIONS
 DA1527'TECHNICAL SQUADRON, FORBES AIR FORCE BASE, TOPEKA, KANSAS,
 DA1527'DATED 3 MARCH 1953--
 DA1527'
 DA1527'STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 DA1527'REFERENCE MARK 2 WAS FOUND DESTROYED AND LYING BESIDE THE
 DA1527'ROAD.  AFTER A THOROUGH SEARCH OF THE AREA, THE AZIMUTH MARK
 DA1527'WAS NOT RECOVERED.
 DA1527'
 DA1527'STATION IS LOCATED ABOUT 1.4 MI. N ALONG STATE HIGHWAY 85
 DA1527'TO GILA BEND FROM THE POST OFFICE IN AJO, ABOUT 107 MI. W
 DA1527'OF TUCSON, ON THE W SIDE OF THE HIGHWAY, IN THE YARD OF THE
 DA1527'HOME OF THE GAME WARDEN, AND ABOUT 4 FT. FROM THE N SIDE OF THE
 DA1527'HOUSE.  STATION IS A STANDARD TRIANGULATION MARKER, SET IN
 DA1527'CONCRETE AND PROJECTS ABOUT 6 IN.
 DA1527'
 DA1527'TO REACH THE STATION FROM THE POST OFFICE ON THE N SIDE OF THE
 DA1527'SQUARE IN AJO, GO W FOR 0.05 MI., TURN RIGHT ON THE MAIN STREET
 DA1527'(SOLONA AVENUE) AND FOLLOW ALONG THIS ROAD, WHICH IS ALSO
 DA1527'STATE HIGHWAY 85, FOR 1.4 MI. TO A HOUSE ON THE LEFT, HOME
 DA1527'OF THE GAME WARDEN WHICH IS ON GOVERNMENT PROPERTY, AND THE
 DA1527'STATION IS IN THE YARD ON THE N SIDE OF THE HOUSE.
 DA1527
 DA1527                          STATION RECOVERY (1953)
 DA1527
 DA1527'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1953 (DKC)
 DA1527'REFERENCE MARK 2 DESTROYED.  AZIMUTH MARK WAS NOT FOUND,
 DA1527'POSSIBLY COVERED BY DEBRIS IN OLD DUMPING AREA.
 DA1527
 DA1527                          STATION RECOVERY (1953)
 DA1527
 DA1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DA1527'FLITE 1935 MARK IS SOLID BUT CONCRETE HAS BEEN CHIPPED.
 DA1527'
 DA1527'RM 1 AND RM 2 NOT RECOVERED.
 DA1527'
 DA1527'THERE ARE SIGNIFICANT CHANGES IN THE AREA AROUND FLITE 1935.  A NEW
 DA1527'DESCRIPTION FOLLOWS--
 DA1527'
 DA1527'TO REACH STATION FROM THE PLAZA IN AJO, GO 1.4 MILES, IN A NORTHERLY
 DA1527'DIRECTION, TO THE FISH AND WILDLIFE BUILDING AND THE STATION
 DA1527'ON THE LEFT.
 DA1527'
 DA1527'THE STATION MARK, A STANDARD USC AND GS TRIANGULATION DISK STAMPED
 DA1527'FLITE 1935 IS SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS
 DA1527'ABOUT 4 CENTIMETERS ABOVE THE GROUND.  IT IS ABOUT 16.7 METERS
 DA1527'SOUTH OF THE SOUTHEAST CORNER OF THE FISH AND WILDLIFE BUILDING,
 DA1527'15.9 METERS WEST OF THE SOUTHEAST SIDEWALK CORNER, 5.5 METERS EAST OF
 DA1527'THE SOUTHWEST SIDEWALK CORNER AND 1.0 METER SOUTH OF A LARGE
 DA1527'PALO VERDE TREE IN THE SIDEWALK AREA.
 DA1527'
 DA1527'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH EDGE OF AJO.
 DA1527
 DA1527                          STATION RECOVERY (1967)
 DA1527
 DA1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1527'THE STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED
 DA1527'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE
 DA1527'MARK NUMBER 2 HAVE BEEN DESTROYED.  A NEW DESCRIPTION TO
 DA1527'REACH THE STATION FOLLOWS.
 DA1527'
 DA1527'TO REACH THE STATION FROM THE POST OFFICE IN AJO, GO AROUND THE
 DA1527'SQUARE TO STATE HIGHWAY 85.  TURN RIGHT AND GO NORTH ON STATE
 DA1527'HIGHWAY 85 FOR 1.4 MILES TO THE U.S. FISH AND WILDLIFE OFFICE
 DA1527'BUILDING ON THE LEFT AND THE STATION AS DESCRIBED ABOVE.
 DA1527'
 DA1527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 DA1527'NORTH OF AJO, 100 FEET WEST OF STATE HIGHWAY 85 AND ON THE
 DA1527'NORTH SIDE OF THE U.S. FISH AND WILD LIFE OFFICE BUILDING.
 DA1527
 DA1527                          STATION RECOVERY (1979)
 DA1527
 DA1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CN)
 DA1527'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 DA1527'WERE DESTROYED BY CONSTRUCTION OF THE NEW CABEZA PRIETA GAME RESERVE
 DA1527'HEADQUARETERS IN AJO.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT
 DA1527'THIS TIME.
 DA1527'
 DA1527'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---FLITE 1935 NO 3
 DA1527'1979---SET IN A DRILL HOLE IN THE CONCRETE WALKWAY.
 DA1527'
 DA1527'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---FLITE 1935 NO 4
 DA1527'1979---SET IN A DRILL HOLE IN THE CONCRETE WALKWAY.
 DA1527'
 DA1527'THE STATION MARK IS LOCATED UNDER THE PALO VERDE TREE IN FRON OF THE
 DA1527'GAME RESERVE HEADQUARTERS.
 DA1527
 DA1527                          STATION RECOVERY (1999)
 DA1527
 DA1527'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1527'RECOVERED IN GOOD CONDITION.
 DA1527
 DA1527                          STATION RECOVERY (2006)
 DA1527
 DA1527'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1527'RECOVERED AS DESCRIBED. FOUND REFERENCE MARKS 3 AND 4.
 DA1527
 DA1527                          STATION RECOVERY (2007)
 DA1527
 DA1527'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0538 ***********************************************************************
 DU0538  DESIGNATION -  FLORENCE
 DU0538  PID         -  DU0538
 DU0538  STATE/COUNTY-  AZ/PINAL
 DU0538  USGS QUAD   -  FLORENCE (1981)
 DU0538
 DU0538                         *CURRENT SURVEY CONTROL
 DU0538  ___________________________________________________________________
 DU0538* NAD 83(1986)-  33 01 57.     (N)    111 23 09.     (W)     SCALED    
 DU0538* NAVD 88     -       454.615  (meters)    1491.52   (feet)  ADJUSTED  
 DU0538  ___________________________________________________________________
 DU0538  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0538  DYNAMIC HT  -         454.057 (meters)    1489.69  (feet)  COMP
 DU0538  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 DU0538  OBS GRAVITY -     979,398.3   (mgal)                       GRAV_OBS
 DU0538
 DU0538  VERT ORDER  -  FIRST     CLASS II
 DU0538
 DU0538.The horizontal coordinates were scaled from a topographic map and have
 DU0538.an estimated accuracy of +/- 6 seconds.
 DU0538
 DU0538.The orthometric height was determined by differential leveling
 DU0538.and adjusted in November 1993.
 DU0538
 DU0538.The geoid height was determined by GEOID03.
 DU0538
 DU0538.The dynamic height is computed by dividing the NAVD 88
 DU0538.geopotential number by the normal gravity value computed on the
 DU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0538.degrees latitude (g = 980.6199 gals.).
 DU0538
 DU0538.The modeled gravity was interpolated from observed gravity values.
 DU0538.The observed gravity was obtained from relative gravimeter ties
 DU0538.to the IGSN71 gravity network.
 DU0538
 DU0538;                    North         East    Units  Estimated Accuracy
 DU0538;SPC AZ C     -   225,480.      262,950.      MT  (+/- 180 meters Scaled)
 DU0538
 DU0538                          SUPERSEDED SURVEY CONTROL
 DU0538
 DU0538  NGVD 29 (??/??/92)  454.046  (m)         1489.65   (f) ADJ UNCH    1 2
 DU0538
 DU0538.Superseded values are not recommended for survey control.
 DU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0538.See file dsdata.txt to determine how the superseded data were derived.
 DU0538
 DU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB639549(NAD 83)
 DU0538_MARKER: DB = BENCH MARK DISK
 DU0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0538_SP_SET: CONCRETE POST
 DU0538_STAMPING: FLORENCE 1935
 DU0538_MARK LOGO: CGS   
 DU0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0538+STABILITY: SURFACE MOTION
 DU0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0538+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU0538
 DU0538  HISTORY     - Date     Condition        Report By
 DU0538  HISTORY     - 1935     MONUMENTED       CGS
 DU0538  HISTORY     - 1967     GOOD             NGS
 DU0538  HISTORY     - 19920106 GOOD             NGS
 DU0538  HISTORY     - 19950921 GOOD             USPSQD
 DU0538  HISTORY     - 19960213 GOOD             USPSQD
 DU0538  HISTORY     - 20060224 GOOD             USPSQD
 DU0538  HISTORY     - 20080111 GOOD             GEOCAC
 DU0538  HISTORY     - 20080416 GOOD             GEOCAC
 DU0538
 DU0538                          STATION DESCRIPTION
 DU0538
 DU0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0538'IN FLORENCE.
 DU0538'AT FLORENCE ALONG PINAL STREET, IN S 36, T 4 S, R 9 E, ON THE WEST
 DU0538'EDGE OF THE OLD COURTHOUSE LAWN, 45 FEET EAST OF THE CENTER LINE OF
 DU0538'PINAL STREET, 111 1/2 FEET WEST OF THE WEST ENTRANCE OF THE OLD
 DU0538'COURTHOUSE, 13 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 10.6 FEET
 DU0538'EAST OF A FLAG POLE, 1.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 DU0538'ABOUT 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND SET IN THE TOP OF
 DU0538'A CONCRETE POST PROJECTING 8 INCHES.
 DU0538
 DU0538                          STATION RECOVERY (1992)
 DU0538
 DU0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0538'IN FLORENCE, AT THE INTERSECTION OF PINAL AND 12TH STREETS, 33.9 M
 DU0538'(111.2 FT) WEST OF THE WEST FACE OF THE OLD COURTHOUSE, 13.9 M (45.6
 DU0538'FT) EAST OF THE CENTER OF PINAL, 1.6 M (5.2 FT) NORTH OF THE EXTENDED
 DU0538'CENTER OF 12TH STREET, 0.1 M (0.3 FT) WEST OF THE WEST EDGE OF A
 DU0538'SIDEWALK, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 DU0538'SURFACE.
 DU0538
 DU0538                          STATION RECOVERY (1995)
 DU0538
 DU0538'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0538'RECOVERED IN GOOD CONDITION.
 DU0538
 DU0538                          STATION RECOVERY (1996)
 DU0538
 DU0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0538'RECOVERED IN GOOD CONDITION.
 DU0538
 DU0538                          STATION RECOVERY (2006)
 DU0538
 DU0538'RECOVERY NOTE BY US POWER SQUADRON 2006 (MH)
 DU0538'RECOVERED AS DESCRIBED.
 DU0538
 DU0538                          STATION RECOVERY (2008)
 DU0538
 DU0538'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0538'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0538'THE DESCRIPTION - THE MARK IS EVEN WITH THE CURB THAT IS LOCATED WEST
 DU0538'OF THE SIDEWALK. HANDHELD COORDINATES
 DU0538'33 01 56.6 (N)   111 23 09.8 (W)  (NAD 83).
 DU0538
 DU0538                          STATION RECOVERY (2008)
 DU0538
 DU0538'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0538'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE PREVIOUS REPORT IS IN
 DU0538'ERROR. THE MARK IS ACTUALLY 6 AND THREE-QUARTERS INCHES ABOVE THE
 DU0538'CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2064 ***********************************************************************
 DU2064  DESIGNATION -  FLORENCE
 DU2064  PID         -  DU2064
 DU2064  STATE/COUNTY-  AZ/PINAL
 DU2064  USGS QUAD   -  FLORENCE SE (1965)
 DU2064
 DU2064                         *CURRENT SURVEY CONTROL
 DU2064  ___________________________________________________________________
 DU2064* NAD 83(1992)-  33 01 47.76197(N)    111 20 38.52207(W)     ADJUSTED  
 DU2064* NAVD 88     -       454.61   (+/-2cm)    1491.5    (feet)  VERTCON   
 DU2064  ___________________________________________________________________
 DU2064  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DU2064  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU2064  HORZ ORDER  -  SECOND
 DU2064  VERT ORDER  -  THIRD ? (See Below)
 DU2064
 DU2064.The horizontal coordinates were established by classical geodetic methods
 DU2064.and adjusted by the National Geodetic Survey in August 1993.
 DU2064
 DU2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2064.The vertical order pertains to the NGVD 29 superseded value.
 DU2064
 DU2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2064
 DU2064.The geoid height was determined by GEOID03.
 DU2064
 DU2064;                    North         East     Units Scale Factor Converg.
 DU2064;SPC AZ C     -   225,216.724   266,851.309   MT  0.99993527   +0 18 43.7
 DU2064;SPC AZ C     -   738,900.01    875,496.42   iFT  0.99993527   +0 18 43.7
 DU2064;UTM  12      - 3,654,658.001   467,872.564   MT  0.99961273   -0 11 15.1
 DU2064
 DU2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2064!SPC AZ C     -   0.99993325  x   0.99993527  =   0.99986852
 DU2064!UTM  12      -   0.99993325  x   0.99961273  =   0.99954600
 DU2064
 DU2064|---------------------------------------------------------------------|
 DU2064| PID    Reference Object                     Distance      Geod. Az  |
 DU2064|                                                           dddmmss.s |
 DU2064| CH5164 FLORENCE RM 1                        16.665 METERS 04012     |
 DU2064| CH5168 FLORENCE TP A                                      05030     |
 DU2064| DU2065 FLORENCE 2                           15.492 METERS 06804     |
 DU2064| CH5167 FLORENCE 2 RM 3                      24.140 METERS 06904     |
 DU2064| CH5165 FLORENCE RM 2                        16.124 METERS 10947     |
 DU2064| CH5163 FLORENCE RM 3 AZIMUTH                              1225212.0 |
 DU2064| CH5166 FLORENCE 2 AZ MK                                   1252009.1 |
 DU2064| DU2063 FLORENCE STATE PRISON TANK          APPROX. 2.7 KM 2595103.4 |
 DU2064| DU2067 FLORENCE BLACK WATER TANK           APPROX. 4.2 KM 2650801.6 |
 DU2064|---------------------------------------------------------------------|
 DU2064
 DU2064                          SUPERSEDED SURVEY CONTROL
 DU2064
 DU2064  NAD 83(1986)-  33 01 47.75447(N)    111 20 38.52252(W) AD(       ) 2
 DU2064  NAD 27      -  33 01 47.53000(N)    111 20 36.10500(W) AD(       ) 2
 DU2064  NGVD 29 (07/19/86)  454.05   (m)         1489.7    (f) LEVELING    3  
 DU2064
 DU2064.Superseded values are not recommended for survey control.
 DU2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2064.See file dsdata.txt to determine how the superseded data were derived.
 DU2064
 DU2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6787354658(NAD 83)
 DU2064_MARKER: DS = TRIANGULATION STATION DISK
 DU2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2064
 DU2064  HISTORY     - Date     Condition        Report By
 DU2064  HISTORY     - 1935     MONUMENTED       CGS
 DU2064  HISTORY     - 1963     POOR             USGS
 DU2064  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DU2064
 DU2064                          STATION DESCRIPTION
 DU2064
 DU2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2064'ABOUT 2-1/2 MILES EAST OF FLORENCE, ON THE NORTH SIDE OF THE
 DU2064'FLORENCE-KELVIN ROAD, 0.6 MILE EAST OF THE FLORENCE CANAL,
 DU2064'ON TOP OF A SMALL RISE, AND ABOUT 10 FEET FROM ROAD.  MARKED
 DU2064'BY STANDARD BRONZE DISKS.
 DU2064'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2064'IS 16.662 METERS (54.67 FEET) FROM STATION
 DU2064'N 40 DEG 12 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2064'REFERENCE DISK, IS 16.124 METERS (52.90 FEET) FROM
 DU2064'STATION S 70 DEG 13 MIN E.  THE AZIMUTH MARK
 DU2064'(REFERENCE MARK NO. 3), A STANDARD BRONZE DISK, IS
 DU2064'ON SOUTH SIDE OF ROAD, 0.2 MILE FROM STATION
 DU2064'S 57 DEG 08 MIN E.
 DU2064
 DU2064                          STATION RECOVERY (1963)
 DU2064
 DU2064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2064'STATION HAS BEEN DISTURBED DUE TO CHANGE IN ROAD ALIGNMENT
 DU2064'AND IS RESTING ON TOP OF GROUND.  R.M. 1 IS STILL IN PLACE.
 DU2064
 DU2064                          STATION RECOVERY (1971)
 DU2064
 DU2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2064'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DU2064'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 1 WAS RECOVERED
 DU2064'AND FOUND IN GOOD CONDITION.  THE STATION WAS REESTABLISHED
 DU2064'ON A TEMPORARY POINT USING THE DISTANCE TO REFERENCE MARK 1 AND
 DU2064'ANGLES INTO THE NATIONAL NET.  THE STATION WAS IN THE
 DU2064'FLORENCE-KELVIN HIGHWAY AND FLORENCE 2 WAS ESTABLISHED NEARBY.
 DU2064'
 DU2064'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2064'
 DU2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DU2064'EAST OF FLORENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2065 ***********************************************************************
 DU2065  DESIGNATION -  FLORENCE 2
 DU2065  PID         -  DU2065
 DU2065  STATE/COUNTY-  AZ/PINAL
 DU2065  USGS QUAD   -  FLORENCE SE (1965)
 DU2065
 DU2065                         *CURRENT SURVEY CONTROL
 DU2065  ___________________________________________________________________
 DU2065* NAD 83(1992)-  33 01 47.94976(N)    111 20 37.96827(W)     ADJUSTED  
 DU2065* NAVD 88     -       484.9    (meters)    1591.     (feet)  VERTCON   
 DU2065  ___________________________________________________________________
 DU2065  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DU2065  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU2065  HORZ ORDER  -  SECOND
 DU2065
 DU2065.The horizontal coordinates were established by classical geodetic methods
 DU2065.and adjusted by the National Geodetic Survey in August 1993.
 DU2065
 DU2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2065
 DU2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2065
 DU2065.The geoid height was determined by GEOID03.
 DU2065
 DU2065;                    North         East     Units Scale Factor Converg.
 DU2065;SPC AZ C     -   225,222.587   266,865.648   MT  0.99993529   +0 18 44.0
 DU2065;SPC AZ C     -   738,919.25    875,543.46   iFT  0.99993529   +0 18 44.0
 DU2065;UTM  12      - 3,654,663.736   467,886.948   MT  0.99961271   -0 11 14.8
 DU2065
 DU2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2065!SPC AZ C     -   0.99992850  x   0.99993529  =   0.99986379
 DU2065!UTM  12      -   0.99992850  x   0.99961271  =   0.99954124
 DU2065
 DU2065|---------------------------------------------------------------------|
 DU2065| PID    Reference Object                     Distance      Geod. Az  |
 DU2065|                                                           dddmmss.s |
 DU2065| CH5167 FLORENCE 2 RM 3                       8.630 METERS 07052     |
 DU2065| CH5166 FLORENCE 2 AZ MK                                   1272748.7 |
 DU2065| DU2064 FLORENCE                             15.492 METERS 24804     |
 DU2065| DU2063 FLORENCE STATE PRISON TANK          APPROX. 2.7 KM 2594701.9 |
 DU2065| DU2067 FLORENCE BLACK WATER TANK           APPROX. 4.2 KM 2650417.4 |
 DU2065| CH5168 FLORENCE TP A                                      26529     |
 DU2065| CH5164 FLORENCE RM 1                         7.837 METERS 33228     |
 DU2065|---------------------------------------------------------------------|
 DU2065
 DU2065                          SUPERSEDED SURVEY CONTROL
 DU2065
 DU2065  NAD 83(1986)-  33 01 47.94226(N)    111 20 37.96871(W) AD(       ) 2
 DU2065  NAD 27      -  33 01 47.71779(N)    111 20 35.55122(W) AD(       ) 2
 DU2065  NGVD 29 (07/19/86)  484.3    (m)         1589.     (f) VERT ANG    3  
 DU2065
 DU2065.Superseded values are not recommended for survey control.
 DU2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2065.See file dsdata.txt to determine how the superseded data were derived.
 DU2065
 DU2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6788754664(NAD 83)
 DU2065_MARKER: DS = TRIANGULATION STATION DISK
 DU2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2065
 DU2065  HISTORY     - Date     Condition        Report By
 DU2065  HISTORY     - 1971     MONUMENTED       NGS
 DU2065  HISTORY     - 1976     GOOD             NGS
 DU2065
 DU2065                          STATION DESCRIPTION
 DU2065
 DU2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2065'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE FLORENCE-KELVIN
 DU2065'HIGHWAY 2-1/2 MILES EAST OF FLORENCE.  IT IS ON PROPERTY
 DU2065'BELONGING TO PINAL COUNTY ROAD WHICH HAS NO NUMBER.
 DU2065'
 DU2065'THE STATION MARK IS A STANDARD DISK STAMPED, FLORENCE 2 1971.
 DU2065'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2065'PROJECTS 3 INCHES.  55 FEET NORTH OF THE CENTER OF THE HIGHWAY
 DU2065'AND 1 FOOT SOUTH OF THE WITNESS POST.
 DU2065'
 DU2065'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, FLORENCE NO 1
 DU2065'1935.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DU2065'WHICH PROJECTS 2 INCHES.  58 FEET NORTHEAST OF THE CENTER OF
 DU2065'THE HIGHWAY AND 25-1/2 FEET NORTHWEST OF THE WITNESS POST.
 DU2065'
 DU2065'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, FLORENCE 2 NO 3
 DU2065'1971.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DU2065'WHICH PROJECTS 2 INCHES.  60 FEET NORTHEAST OF THE CENTER OF
 DU2065'THE HIGHWAY AND 27 FEET EAST OF THE WITNESS POST.
 DU2065'
 DU2065'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, FLORENCE 2 1971.
 DU2065'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2065'PROJECTS 3 INCHES.  55 FEET NORTH OF THE CENTER OF THE HIGHWAY
 DU2065'AND 1 FOOT SOUTH OF THE WITNESS POST AND SIGN WHICH IS SET
 DU2065'IN THE SOUTH RIGHT OF WAY FENCE LINE.  IT IS 0.2 MILE EAST
 DU2065'ALONG THE HIGHWAY FROM THE STATION.
 DU2065'
 DU2065'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE GO EAST
 DU2065'ALONG BUTTE AVENUE WHICH LATER BECOMES THE FLORENCE-KELVIN
 DU2065'HIGHWAY FOR 2.55 MILES TO THE TOP OF A VERY SLIGHT RISE AND
 DU2065'THE STATION ON THE LEFT.
 DU2065'
 DU2065'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2065
 DU2065                          STATION RECOVERY (1976)
 DU2065
 DU2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2065'THE STATION MARK AND RM 1 AND RM 3 WERE RECOVERED AND FOUND IN GOOD
 DU2065'CONDITION.  NO MEASUREMENT OR DIRECTIONS WERE MADE TO RMS AT THIS
 DU2065'TIME.
 DU2065'
 DU2065'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2065'
 DU2065'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE GO EAST ON
 DU2065'BUTTE STREET TO THE INTERSECTION OF U.S. HWY. 80 AND STATE ROUTE
 DU2065'287.  CROSS HIGHWAY AND FOLLOW ROAD DUE EAST ALONG THE NORTH SIDE
 DU2065'OF ARIZONA STATE PRISON FOR 1.5 MILES.  CROSS BRIDGE AND GO 0.5
 DU2065'MILES TO THE STATION JUST OFF THE LEFT SIDE OF THE ROAD.  THE
 DU2065'STATION IS NORTHEAST OF THE ROAD AND ABOUT 45 FEET TO THE LEFT
 DU2065'OF THE CENTERLINE.
 DU2065'
 DU2065'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2065'
 DU2065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2065'2-1/2 MILES EAST OF FLORENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2067 ***********************************************************************
 DU2067  DESIGNATION -  FLORENCE BLACK WATER TANK
 DU2067  PID         -  DU2067
 DU2067  STATE/COUNTY-  AZ/PINAL
 DU2067  USGS QUAD   -  FLORENCE (1981)
 DU2067
 DU2067                         *CURRENT SURVEY CONTROL
 DU2067  ___________________________________________________________________
 DU2067* NAD 83(1992)-  33 01 36.27745(N)    111 23 18.26309(W)     ADJUSTED  
 DU2067* NAVD 88     -              **(meters)            **(feet)            
 DU2067  ___________________________________________________________________
 DU2067  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DU2067  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU2067  HORZ ORDER  -  THIRD
 DU2067
 DU2067.The horizontal coordinates were established by classical geodetic methods
 DU2067.and adjusted by the National Geodetic Survey in August 1993.
 DU2067
 DU2067
 DU2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2067
 DU2067.The geoid height was determined by GEOID03.
 DU2067
 DU2067;                    North         East     Units Scale Factor Converg.
 DU2067;SPC AZ C     -   224,841.244   262,708.070   MT  0.99993002   +0 17 16.5
 DU2067;SPC AZ C     -   737,668.12    861,903.12   iFT  0.99993002   +0 17 16.5
 DU2067;UTM  12      - 3,654,318.773   463,727.528   MT  0.99961622   -0 12 42.1
 DU2067
 DU2067                          SUPERSEDED SURVEY CONTROL
 DU2067
 DU2067  NAD 83(1986)-  33 01 36.26975(N)    111 23 18.26397(W) AD(       ) 4
 DU2067  NAD 27      -  33 01 36.04500(N)    111 23 15.83200(W) AD(       ) 3
 DU2067
 DU2067.Superseded values are not recommended for survey control.
 DU2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2067.See file dsdata.txt to determine how the superseded data were derived.
 DU2067
 DU2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6372854319(NAD 83)
 DU2067_MARKER: 51 = TANK
 DU2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2067+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DU2067
 DU2067  HISTORY     - Date     Condition        Report By
 DU2067  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2067  HISTORY     - 19950918 GOOD             USPSQD
 DU2067  HISTORY     - 20061018 GOOD             GEOCAC
 DU2067
 DU2067                          STATION DESCRIPTION
 DU2067
 DU2067'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2063 ***********************************************************************
 DU2063  DESIGNATION -  FLORENCE STATE PRISON TANK
 DU2063  PID         -  DU2063
 DU2063  STATE/COUNTY-  AZ/PINAL
 DU2063  USGS QUAD   -  FLORENCE SE (1965)
 DU2063
 DU2063                         *CURRENT SURVEY CONTROL
 DU2063  ___________________________________________________________________
 DU2063* NAD 83(1992)-  33 01 32.40598(N)    111 22 20.27774(W)     ADJUSTED  
 DU2063* NAVD 88     -              **(meters)            **(feet)            
 DU2063  ___________________________________________________________________
 DU2063  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DU2063  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU2063  HORZ ORDER  -  THIRD
 DU2063
 DU2063.The horizontal coordinates were established by classical geodetic methods
 DU2063.and adjusted by the National Geodetic Survey in August 1993.
 DU2063
 DU2063
 DU2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2063
 DU2063.The geoid height was determined by GEOID03.
 DU2063
 DU2063;                    North         East     Units Scale Factor Converg.
 DU2063;SPC AZ C     -   224,729.662   264,213.365   MT  0.99993188   +0 17 48.1
 DU2063;SPC AZ C     -   737,302.04    866,841.75   iFT  0.99993188   +0 17 48.1
 DU2063;UTM  12      - 3,654,194.109   465,231.318   MT  0.99961490   -0 12 10.5
 DU2063
 DU2063                          SUPERSEDED SURVEY CONTROL
 DU2063
 DU2063  NAD 83(1986)-  33 01 32.39832(N)    111 22 20.27851(W) AD(       ) 4
 DU2063  NAD 27      -  33 01 32.17300(N)    111 22 17.85000(W) AD(       ) 3
 DU2063
 DU2063.Superseded values are not recommended for survey control.
 DU2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2063.See file dsdata.txt to determine how the superseded data were derived.
 DU2063
 DU2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6523154194(NAD 83)
 DU2063_MARKER: 51 = TANK
 DU2063
 DU2063  HISTORY     - Date     Condition        Report By
 DU2063  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2063  HISTORY     - 19950918 GOOD             USPSQD
 DU2063
 DU2063                          STATION DESCRIPTION
 DU2063
 DU2063'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1402 ***********************************************************************
 DU1402  DESIGNATION -  FLOSSMOOR AND POWERS RD
 DU1402  PID         -  DU1402
 DU1402  STATE/COUNTY-  AZ/MARICOPA
 DU1402  USGS QUAD   -  BUCKHORN (1982)
 DU1402
 DU1402                         *CURRENT SURVEY CONTROL
 DU1402  ___________________________________________________________________
 DU1402* NAD 83(1986)-  33 23 42.     (N)    111 41 02.     (W)     SCALED    
 DU1402* NAVD 88     -       419.95   (+/-2cm)    1377.8    (feet)  VERTCON   
 DU1402  ___________________________________________________________________
 DU1402  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU1402  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1402
 DU1402.The horizontal coordinates were scaled from a topographic map and have
 DU1402.an estimated accuracy of +/- 6 seconds.
 DU1402
 DU1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1402.The vertical order pertains to the NGVD 29 superseded value.
 DU1402
 DU1402.The geoid height was determined by GEOID03.
 DU1402
 DU1402;                    North         East    Units  Estimated Accuracy
 DU1402;SPC AZ C     -   265,580.      235,010.      MT  (+/- 180 meters Scaled)
 DU1402
 DU1402                          SUPERSEDED SURVEY CONTROL
 DU1402
 DU1402  NGVD 29 (??/??/92)  419.430  (m)         1376.08   (f) ADJ UNCH    1 1
 DU1402
 DU1402.Superseded values are not recommended for survey control.
 DU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1402.See file dsdata.txt to determine how the superseded data were derived.
 DU1402
 DU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364952(NAD 83)
 DU1402_MARKER: DD = SURVEY DISK
 DU1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1402_SP_SET: ROAD INTERSECTION
 DU1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1402
 DU1402  HISTORY     - Date     Condition        Report By
 DU1402  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1402  HISTORY     - 1975     GOOD             NGS
 DU1402  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1402
 DU1402                          STATION DESCRIPTION
 DU1402
 DU1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1402'10.7 MI ESE FROM MESA.
 DU1402'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1402'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR ABOUT
 DU1402'1.4 MILES TO FLOSSMOOR.  STATION IS SET LEVEL WITH THE ROAD SURFACE IN
 DU1402'THE INTERSECTION OF POWERS ROAD AND FLOSSMOOR.  SECTION 30, T 1N, R
 DU1402'7E.
 DU1402
 DU1402                          STATION RECOVERY (2008)
 DU1402
 DU1402'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1402'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1402'MARK. THERE IS A DIVOT IN THE PAVEMENT AT THE DESCRIBED LOCATION, BUT
 DU1402'NO DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0511 ***********************************************************************
 ER0511  DESIGNATION -  FLOY
 ER0511  PID         -  ER0511
 ER0511  STATE/COUNTY-  AZ/APACHE
 ER0511  USGS QUAD   -  VERNON (1971)
 ER0511
 ER0511                         *CURRENT SURVEY CONTROL
 ER0511  ___________________________________________________________________
 ER0511* NAD 83(1992)-  34 20 17.36902(N)    109 44 09.34485(W)     ADJUSTED  
 ER0511* NAVD 88     -      1969.8    (meters)    6463.     (feet)  VERTCON   
 ER0511  ___________________________________________________________________
 ER0511  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 ER0511  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ER0511  HORZ ORDER  -  SECOND
 ER0511
 ER0511.The horizontal coordinates were established by classical geodetic methods
 ER0511.and adjusted by the National Geodetic Survey in August 1993.
 ER0511
 ER0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0511
 ER0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0511
 ER0511.The geoid height was determined by GEOID03.
 ER0511
 ER0511;                    North         East     Units Scale Factor Converg.
 ER0511;SPC AZ E     -   370,244.464   252,991.391   MT  0.99991935   +0 14 34.7
 ER0511;SPC AZ E     - 1,214,712.81    830,024.25   iFT  0.99991935   +0 14 34.7
 ER0511;UTM  12      - 3,800,374.872   616,273.062   MT  0.99976664   +0 42 47.2
 ER0511
 ER0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0511!SPC AZ E     -   0.99969454  x   0.99991935  =   0.99961391
 ER0511!UTM  12      -   0.99969454  x   0.99976664  =   0.99946125
 ER0511
 ER0511|---------------------------------------------------------------------|
 ER0511| PID    Reference Object                     Distance      Geod. Az  |
 ER0511|                                                           dddmmss.s |
 ER0511| CD2893 FLOY RM 2                            12.098 METERS 04729     |
 ER0511| ER0533 ORT                                 APPROX. 4.7 KM 2265533.1 |
 ER0511| CD2892 FLOY RM 1                            11.812 METERS 22816     |
 ER0511|---------------------------------------------------------------------|
 ER0511
 ER0511                          SUPERSEDED SURVEY CONTROL
 ER0511
 ER0511  NAD 83(1986)-  34 20 17.36678(N)    109 44 09.35248(W) AD(       ) 2
 ER0511  NAD 27      -  34 20 17.22548(N)    109 44 06.97060(W) AD(       ) 2
 ER0511  NGVD 29 (07/19/86) 1968.9    (m)         6460.     (f) VERT ANG    3  
 ER0511
 ER0511.Superseded values are not recommended for survey control.
 ER0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0511.See file dsdata.txt to determine how the superseded data were derived.
 ER0511
 ER0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1627300375(NAD 83)
 ER0511_MARKER: DD = SURVEY DISK
 ER0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0511+STABILITY: SURFACE MOTION
 ER0511
 ER0511  HISTORY     - Date     Condition        Report By
 ER0511  HISTORY     - 1979     MONUMENTED       AZDT
 ER0511
 ER0511                          STATION DESCRIPTION
 ER0511
 ER0511'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0511'THE STATION IS LOCATED ALONG ARIZONA HGIHWAY 61, 12 1/2 MILES SOUTH
 ER0511'WEST OF CONCHO.
 ER0511'
 ER0511'THE STATION MARK IS AN ADOT DISK STAMPED---FLOY 1979---IT IS SET IN
 ER0511'TOP OF A 10 INCH CONCRETE MONUMENT, NEAR A WITNESS POST.
 ER0511'
 ER0511'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---FLOY RM 1 1979---IT IS SET
 ER0511'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0511'
 ER0511'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---FLOY RM 2 1979---IT IS SET
 ER0511'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0511'
 ER0511'TO REACH THE STATION FROM SHOW LOW, TRAVEL EAST ABOUT 12 MILES ALONG
 ER0511'U.S. HIGHWAY 60 TO THE JUNCTION WITH SR 61.  TRAVEL NE ALONG SR 61 TO
 ER0511'MILE POST 359.90 AND STATION ON THE RIGHT, 73 FEET SOUTH OF SR 61.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0893 ***********************************************************************
 FR0893  DESIGNATION -  FLOYD
 FR0893  PID         -  FR0893
 FR0893  STATE/COUNTY-  AZ/COCONINO
 FR0893  USGS QUAD   -  MOUNT FLOYD (1973)
 FR0893
 FR0893                         *CURRENT SURVEY CONTROL
 FR0893  ___________________________________________________________________
 FR0893* NAD 83(1992)-  35 23 33.82026(N)    112 43 26.97892(W)     ADJUSTED  
 FR0893* NAVD 88     -      2270.3    (meters)    7448.     (feet)  VERTCON   
 FR0893  ___________________________________________________________________
 FR0893  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 FR0893  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 FR0893  HORZ ORDER  -  FIRST
 FR0893
 FR0893.The horizontal coordinates were established by classical geodetic methods
 FR0893.and adjusted by the National Geodetic Survey in August 1993.
 FR0893
 FR0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0893
 FR0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0893
 FR0893.The geoid height was determined by GEOID03.
 FR0893
 FR0893;                    North         East     Units Scale Factor Converg.
 FR0893;SPC AZ C     -   487,440.119   140,005.801   MT  0.99996629   -0 28 03.7
 FR0893;SPC AZ C     - 1,599,212.99    459,336.62   iFT  0.99996629   -0 28 03.7
 FR0893;UTM  12      - 3,917,961.288   343,415.044   MT  0.99990216   -0 59 55.7
 FR0893
 FR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0893!SPC AZ C     -   0.99964768  x   0.99996629  =   0.99961399
 FR0893!UTM  12      -   0.99964768  x   0.99990216  =   0.99954988
 FR0893
 FR0893|---------------------------------------------------------------------|
 FR0893| PID    Reference Object                     Distance      Geod. Az  |
 FR0893|                                                           dddmmss.s |
 FR0893| CH2296 FLOYD RM 1                            5.866 METERS 09842     |
 FR0893| FR0895 SOUTH BUTTE                         APPROX.33.0 KM 1691646.0 |
 FR0893| CH2295 FLOYD AZ MK                                        2001101.1 |
 FR0893| FR0894 FLOYD                                16.500 METERS 29133     |
 FR0893| CH2297 FLOYD RM 2                           10.958 METERS 32705     |
 FR0893|---------------------------------------------------------------------|
 FR0893
 FR0893                          SUPERSEDED SURVEY CONTROL
 FR0893
 FR0893  NAD 83(1986)-  35 23 33.82034(N)    112 43 26.97595(W) AD(       ) 1
 FR0893  NAD 27      -  35 23 33.81000(N)    112 43 24.34100(W) AD(       ) 1
 FR0893  NGVD 29 (07/19/86) 2269.3    (m)         7445.     (f) VERT ANG    3  
 FR0893
 FR0893.Superseded values are not recommended for survey control.
 FR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0893.See file dsdata.txt to determine how the superseded data were derived.
 FR0893
 FR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4341517961(NAD 83)
 FR0893_MARKER: DS = TRIANGULATION STATION DISK
 FR0893_SETTING: 66 = SET IN ROCK OUTCROP
 FR0893
 FR0893  HISTORY     - Date     Condition        Report By
 FR0893  HISTORY     - 1920     MONUMENTED       CGS
 FR0893  HISTORY     - 1934     GOOD             CGS
 FR0893  HISTORY     - 1955     GOOD             CGS
 FR0893  HISTORY     - 1958     GOOD             CGS
 FR0893  HISTORY     - 1962     GOOD             CGS
 FR0893  HISTORY     - 1972     GOOD             NGS
 FR0893  HISTORY     - 1973     GOOD             NGS
 FR0893
 FR0893                          STATION DESCRIPTION
 FR0893
 FR0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FR0893'STATION IS LOCATED ON FLOYD PEAK WHICH IS ABOUT 10 MI. AIRLINE
 FR0893'NE OF SELIGMAN, AND 20 M. S OF A LARGE ROCK CAIRN ON THE
 FR0893'PEAK.  TRUCKS CAN BE DRIVEN TO WITHIN ABOUT 1-1/2 MI. OF
 FR0893'THE STATION ON THE SE SIDE OF THE MOUNTAIN.
 FR0893'
 FR0893'TO REACH, TAKE A ROAD FROM SELIGMAN TO CROCKTON AND THERE
 FR0893'FOLLOW A ROAD FOR ABOUT 3/4 MI. E, AND THEN KEEPING TO THE
 FR0893'MAIN ROAD UNTIL ABOUT SE OF THE MOUNTAIN.  HERE TAKE THE
 FR0893'FIRST LEFTHAND ROAD AND FOLLOW IT PAST A TANK AS FAR AS TRUCKS
 FR0893'CAN BE DRIVEN.  MARK IS A STANDARD DISK, SET IN A DRILL HOLE
 FR0893'IN OUTCROPPING BEDROCK.  THERE IS NO UNDERGROUND MARK.
 FR0893
 FR0893                          STATION RECOVERY (1934)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FR0893'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  BEST REACHED
 FR0893'FROM THE W END OF ASHFORK AT AL SMITHS GAS STATION, BY GOING
 FR0893'W ON U.S. HIGHWAY 66 FOR 13.2 MI., TURN RIGHT OFF THE PAVEMENT
 FR0893'GOING THROUGH A GATE AND GO 1.1 MI. TO A GATE ON THE S SIDE
 FR0893'OF THE RAILROAD TRACKS, GO THROUGH THE GATE, CROSS THE TRACKS
 FR0893'AND THROUGH THE N GATE.  TURN RIGHT AND GO 1.1 MI. ON A
 FR0893'MAIN-TRAVELED ROAD TO A GATE, PASS THROUGH THE GATE AND GO
 FR0893'5.6 MI. ON A MAIN-TRAVELED ROAD TO AN OLD FENCE LINE AND GATE.
 FR0893'(IN THE LAST MILEAGE THERE ARE A NUMBER OF ROADS FORKING
 FR0893'RIGHT AND LEFT, KEEP STRAIGHT AHEAD.) PASS THROUGH THE
 FR0893'GATE, AND GO 0.1 MI. TO AN OLD LOG CABIN ON THE LEFT AND
 FR0893'TANK ON THE RIGHT.  GO 0.1 MI. CROSSING A WASH TO A
 FR0893'POLE CORRAL, GO 2.3 MI. TO A GATE, PASS THROUGH THE GATE
 FR0893'AND GO 0.3 MI., TURN LEFT INTO A FENCED-IN LANE AND
 FR0893'CONTINUE TO A RANCHHOUSE.  INFORMATION CAN BE HAD HERE AS TO
 FR0893'THE EASIEST WAY TO THE STATION.
 FR0893
 FR0893                          STATION RECOVERY (1955)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0893'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 FR0893'A REVISED DESCRIPTION FOLLOWS--
 FR0893'
 FR0893'TO REACH FROM THE W END OF ASHFORK, GO W ON U.S. HIGHWAY 66
 FR0893'FOR 13.2 MI. TO A SIGN CROOKTON.  TURN RIGHT ON A GRADED ROAD
 FR0893'AND GO N FOR 1.1 MI. TO THE RAILROAD TRACKS, CROSS THE TRACKS
 FR0893'PASSING THROUGH TWO GATES.  TAKE THE RIGHT FORK AND GO E AND
 FR0893'N FOR 4.7 MI. TO A FORK, TAKE THE RIGHT FORK FOR 2.7 MI. TO
 FR0893'ANOTHER FORK, TAKE THE LEFT FORK FOR 1.1 MI. TO A WASH AND AN
 FR0893'EARTH TANK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.75
 FR0893'MI., TURN LEFT OFF THE ROAD AND DRIVE S TOWARD THE PEAK.
 FR0893'TRUCK CAN BE DRIVEN TO WITHIN 1 MI. OF THE BASE OF THE
 FR0893'PEAK.  FROM HERE, PACK TO THE TOP OF THE HIGHEST PEAK AND THE
 FR0893'STATION, A TWO-HOUR PACK.
 FR0893'
 FR0893'THE STATION IS A STANDARD DISK, NOT STAMPED AND SET IN A DRILL
 FR0893'HOLE IN ROCK.  IT IS ABOUT 5 FT. LOWER THAN THE HIGHEST PART
 FR0893'OF THE PEAK.
 FR0893'
 FR0893'THE REFERENCE MARK IS SW OF THE STATION, AND IS A UNITED
 FR0893'STATES GEOLOGICAL SURVEY DISK, SET IN A DRILL HOLE IN ROCK.
 FR0893
 FR0893                          STATION RECOVERY (1958)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0893'THE STATION MARK WAS RECOVERED AS DESCRIBED.  TWO NEW REFERENCE
 FR0893'MARKS WERE ESTABLISHED AND A USGS TRIANGULATION STATION DISK
 FR0893'WAS USED AS REFERENCE MARK NUMBER 3.
 FR0893'
 FR0893'FOLLOWING IS A NEW DESCRIPTION.
 FR0893'
 FR0893'THE STATION IS LOCATED ON THE TOP OF FLOYD PEAK, 18 MILES
 FR0893'NORTHWEST OF WILLIAMS, 10 MILES NORTHEAST OF SLEIGMAN AND
 FR0893'7 MILES NORTH OF U.S. HIGHWAY 66.
 FR0893'
 FR0893'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, GO WEST
 FR0893'ON U.S. HIGHWAY 66 FOR 7.2 MILES TO A GRAVELED ROAD RIGHT AND SIGN
 FR0893'PENEVETA, CONTINUE WEST ON THE HIGHWAY FOR 6.1 MILES TO A
 FR0893'GRAVELED ROAD RIGHT AND SIGN CROOKTON, CONTINUE WEST ON THE
 FR0893'HIGHWAY FOR 1.9 MILES TO AN OVERPASS, CONTINUE WEST ON THE
 FR0893'HIGHWAY FOR 1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT, NORTH,
 FR0893'PASSING THROUGH A METAL GATE TO A FORK, TAKE THE LEFT FORK AND
 FR0893'FOLLOW THE TRACK ROAD NORTHWEST FOR 2.2 MILES TO A METAL GATE,
 FR0893'PASS THROUGH THE GATE AND GO 4.5 MILES TO A FORK, TAKE THE
 FR0893'LEFT FORK AND GO 1.1 MILES UP A VERY STEEP GRADE TO A SMALL
 FR0893'YELLOW AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FR0893'AND NORTHWEST KEEPING TO THE LEFT OF THE FIRST HIGH HILL TO
 FR0893'A SADDLE BETWEEN TWO MOUNTAINS, AND THE AZIMUTH MARK IN
 FR0893'THE CENTER OF THE SADDLE (10 MINUTES).  FROM HERE PACK
 FR0893'NORTH KEEPING TO THE RIGHT OF THE MOUNTAIN ON THE LEFT
 FR0893'AND GO DOWNHILL FOR ABOUT 1/2 MILE TO THE BOTTOM OF THE SADDLE
 FR0893'BETWEEN TWO MOUNTAINS, CONTINUE NORTH UP THE VERY STEEP
 FR0893'HILL TO THE HIGHEST POINT AND THE STATION.  A 1 HOUR AND 30
 FR0893'MINUTE PACK.
 FR0893'
 FR0893'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0893'IN BEDROCK AND BEARS NO STAMPING.  IT IS 64 FEET EAST OF A LARGE
 FR0893'CAIRN AND ABOUT 4 FEET BELOW THE HIGHEST POINT OF THE MOUNTAIN.
 FR0893'
 FR0893'REFERENCE MARK NO. 1, STAMPED FLOYD NO 1 1920 1958, IS A
 FR0893'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS
 FR0893'85 FEET EAST OF THE LARGE CAIRN AND ABOUT 3 FEET BELOW THE
 FR0893'ELEVATION OF THE STATION.
 FR0893'
 FR0893'REFERENCE MARK NO. 2, STAMPED FLOYD NO 2 1920 1958, IS A
 FR0893'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FR0893'PROJECTS 3 FEET.  IT IS 35 FEET NORTHEAST OF THE LARGE CAIRN
 FR0893'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 FR0893'
 FR0893'REFERENCE MARK NO. 3, IS A STANDARD USGS TRIANGULATION STATION
 FR0893'DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND BEARS NO STAMPING.
 FR0893'IT IS 10 FEET EAST OF THE CAIRN AND 4 FEET ABOVE THE ELEVATION
 FR0893'OF THE STATION.
 FR0893'
 FR0893'THE AZIMUTH MARK, STAMPED FLOYD 1920 1958, IS A STANDARD DISK
 FR0893'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 FR0893'IT IS LOCATED IN THE FIRST SADDLE MENTIONED ABOVE, 25 FEET
 FR0893'EAST OF THE LOWEST POINT OF THE SADDLE AND 4 FEET NORTH OF
 FR0893'A CAIRN.
 FR0893
 FR0893                          STATION RECOVERY (1962)
 FR0893
 FR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0893'STATION WAS RECOVERED AS DESCRIBED IN 1958 RECOVERY NOTE AND
 FR0893'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 FR0893'WAS FOUND IN THE DIRECTION TO U.S.G.S. TRIANGULATION STATION,
 FR0893'A SECOND SET OF OBSERVATIONS WERE TAKEN AND THE RESULTS
 FR0893'MEANED.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO
 FR0893'REFERENCE MARKS.  ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW
 FR0893'TO REACH FOLLOWS--
 FR0893'
 FR0893'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, GO WEST
 FR0893'ON U.S. HIGHWAY 66 FOR 7.2 MILES TO A GRAVELED ROAD RIGHT AND
 FR0893'SIGN PENEVETA, CONTINUE WEST ON THE HIGHWAY FOR 6.1 MILES
 FR0893'TO A GRAVELED ROAD RIGHT AND SIGN CROOKTON, CONTINUE WEST
 FR0893'ON THE HIGHWAY FOR 1.9 MILES TO AN OVERPASS, CONTINUE WEST ON
 FR0893'THE HIGHWAY FOR 1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 FR0893'PASSING THROUGH A METAL GATE AND GO NORTH TO A FORK, TAKE
 FR0893'THE LEFT FORK AND FOLLOW THE TRACK ROAD NORTHWEST FOR 2.2
 FR0893'MILES TO A METAL GATE, PASS THROUGH THE GATE AND GO 4.45
 FR0893'MILES TO A FORK, TAKE RIGHT UP HILL FOR 0.9 MILE TO A
 FR0893'TELEVISION RELAY STATION, TAKE SHARP RIGHT JUST BEFORE
 FR0893'REACHING RELAY STATION AND GO UP HILL FOR 0.6 MILE TO END
 FR0893'OF TRUCK TRAVEL AT ABANDON BOSTER STATION.  FROM HERE PACK
 FR0893'NORTH AND NORTHWEST KEEPING TO THE LEFT OF THE FIRST HIGH
 FR0893'HILL TO A SADDLE BETWEEN TWO MOUNTAINS.  (AZIMUTH MARK IS
 FR0893'LOCATED IN THE CENTER OF THE SADDLE AND IS ABOUT 10 MINUTE
 FR0893'PACK FROM END OF TRUCK TRAVEL).  FROM HERE PACK NORTH KEEPING
 FR0893'TO THE RIGHT OF THE MOUNTAIN ON THE LEFT AND GO DOWNHILL
 FR0893'FOR ABOUT 1/2 MILE TO THE BOTTOM OF THE SADDLE BETWEEN TWO
 FR0893'LARGE MOUNTAINS, CONTINUE NORTH UP THE VERY STEEP HILL TO
 FR0893'THE HIGHEST POINT AND THE STATION.  (A 1 HOUR AND 30
 FR0893'MINUTE PACK).
 FR0893'
 FR0893'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARKS ARE AS DESCRIBED.
 FR0893'
 FR0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FR0893
 FR0893                          STATION RECOVERY (1972)
 FR0893
 FR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EHT)
 FR0893'GENERAL LOCATION - 10 MILES NE OF SELIGMAN.
 FR0893'
 FR0893'TO REACH - AS DESCRIBED.
 FR0893'
 FR0893'STATION MARK - USGS BRASS DISK (NOT STAMPED).
 FR0893'
 FR0893'REFERENCE MARKS - GOOD.
 FR0893'
 FR0893'AZIMUTH MARK - NONE.
 FR0893
 FR0893                          STATION RECOVERY (1973)
 FR0893
 FR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FR0893'DISTANCES BETWEEN REFERENCE MARKS NOT MEASURED.
 FR0893'
 FR0893'DESCRIBED IN U. S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 35 112
 FR0893'3 STATION 1003.
 FR0893'
 FR0893'ALL MARKS IN GOOD CONDITION.
 FR0893'
 FR0893'NOTE--RM 3 IS USGS TRIANGULATION STATION FLOYD (UNSTAMPED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0894 ***********************************************************************
 FR0894  DESIGNATION -  FLOYD
 FR0894  PID         -  FR0894
 FR0894  STATE/COUNTY-  AZ/COCONINO
 FR0894  USGS QUAD   -  MOUNT FLOYD (1973)
 FR0894
 FR0894                         *CURRENT SURVEY CONTROL
 FR0894  ___________________________________________________________________
 FR0894* NAD 83(1992)-  35 23 34.01688(N)    112 43 27.58707(W)     ADJUSTED  
 FR0894* NAVD 88     -      2271.5    (meters)    7452.     (feet)  VERTCON   
 FR0894  ___________________________________________________________________
 FR0894  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 FR0894  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 FR0894  HORZ ORDER  -  SECOND
 FR0894
 FR0894.The horizontal coordinates were established by classical geodetic methods
 FR0894.and adjusted by the National Geodetic Survey in August 1993.
 FR0894
 FR0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0894
 FR0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0894
 FR0894.The geoid height was determined by GEOID03.
 FR0894
 FR0894;                    North         East     Units Scale Factor Converg.
 FR0894;SPC AZ C     -   487,446.304   139,990.504   MT  0.99996632   -0 28 04.1
 FR0894;SPC AZ C     - 1,599,233.28    459,286.43   iFT  0.99996632   -0 28 04.1
 FR0894;UTM  12      - 3,917,967.614   343,399.806   MT  0.99990222   -0 59 56.0
 FR0894
 FR0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0894!SPC AZ C     -   0.99964750  x   0.99996632  =   0.99961383
 FR0894!UTM  12      -   0.99964750  x   0.99990222  =   0.99954975
 FR0894
 FR0894:                Primary Azimuth Mark                     Grid Az
 FR0894:SPC AZ C     -  PICACHO                                  185 13 40.4
 FR0894:UTM  12      -  PICACHO                                  185 45 32.3
 FR0894
 FR0894|---------------------------------------------------------------------|
 FR0894| PID    Reference Object                     Distance      Geod. Az  |
 FR0894|                                                           dddmmss.s |
 FR0894| FR0896 PICACHO                             APPROX.18.1 KM 1844536.3 |
 FR0894|---------------------------------------------------------------------|
 FR0894
 FR0894                          SUPERSEDED SURVEY CONTROL
 FR0894
 FR0894  NAD 83(1986)-  35 23 34.01698(N)    112 43 27.58415(W) AD(       ) 2
 FR0894  NAD 27      -  35 23 34.00664(N)    112 43 24.94922(W) AD(       ) 2
 FR0894  NGVD 29 (07/19/86) 2270.5    (m)         7449.     (f) VERT ANG    3  
 FR0894
 FR0894.Superseded values are not recommended for survey control.
 FR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0894.See file dsdata.txt to determine how the superseded data were derived.
 FR0894
 FR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4340017968(NAD 83)
 FR0894_MARKER: DS = TRIANGULATION STATION DISK
 FR0894_SETTING: 80 = SET IN A BOULDER
 FR0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0894+STABILITY: SURFACE MOTION
 FR0894
 FR0894  HISTORY     - Date     Condition        Report By
 FR0894  HISTORY     - 1902     MONUMENTED       USGS
 FR0894  HISTORY     - 1903     GOOD             USGS
 FR0894  HISTORY     - 1958     GOOD             USGS
 FR0894  HISTORY     - 1962     GOOD             CGS
 FR0894
 FR0894                          STATION DESCRIPTION
 FR0894
 FR0894'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FR0894'LOCATED 10 MI NE. OF SELIGMAN.  ON HIGHEST POINT OF FLOYD PEAK.
 FR0894'
 FR0894'TO REACH FROM SELIGMAN OR ASH FORK, TAKE WAGON RD. TO NORTH FOOT
 FR0894'OF MOUNTAIN.  THEN SADDLE HORSES TO WITHIN 300 FT. OF SUMMIT.
 FR0894'
 FR0894'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN LARGE
 FR0894'BOULDER.
 FR0894'
 FR0894'RM--CAIRN 8-FT. BASE AND 10 FT. HIGH BUILT BY POWELL SURVEY IN
 FR0894'1872.
 FR0894
 FR0894                          STATION RECOVERY (1903)
 FR0894
 FR0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1903
 FR0894'RECOVERED IN GOOD CONDITION.
 FR0894
 FR0894                          STATION RECOVERY (1958)
 FR0894
 FR0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FR0894'TO REACH STATION FLOYD FROM THE POST OFFICE IN ASH FORK, GO WEST
 FR0894'ON U.S. HIGHWAY 66 FOR 7.2 MILES TO A GRAVELED ROAD RIGHT AND SIGN
 FR0894'PENEVETA, CONTINUE WEST ON THE HIGHWAY FOR 6.1 MILES TO A
 FR0894'GRAVELED ROAD RIGHT AND SIGN CROOKTON, CONTINUE WEST ON THE
 FR0894'HIGHWAY FOR 1.9 MILES TO AN OVERPASS, CONTINUE WEST ON THE
 FR0894'HIGHWAY FOR 1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT, NORTH,
 FR0894'PASSING THROUGH A METAL GATE TO A FORK, TAKE THE LEFT FORK AND
 FR0894'FOLLOW THE TRACK ROAD NORTHWEST FOR 2.2 MILES TO A METAL GATE,
 FR0894'PASS THROUGH THE GATE AND GO 4.5 MILES TO A FORK, TAKE THE
 FR0894'LEFT FORK AND GO 1.1 MILES UP A VERY STEEP GRADE TO A SMALL
 FR0894'YELLOW AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 FR0894'AND NORTHWEST KEEPING TO THE LEFT OF THE FIRST HIGH HILL TO
 FR0894'A SADDLE BETWEEN TWO MOUNTAINS.
 FR0894'FROM HERE PACK NORTH KEEPING TO THE RIGHT OF THE MOUNTAIN ON THE LEFT
 FR0894'AND GO DOWNHILL FOR ABOUT 1/2 MILE TO THE BOTTOM OF THE SADDLE
 FR0894'BETWEEN TWO MOUNTAINS, CONTINUE NORTH UP THE VERY STEEP
 FR0894'HILL TO THE HIGHEST POINT AND STATION FLOYD.  A 1 HOUR AND 30
 FR0894'MINUTE PACK.
 FR0894'
 FR0894'THE STATION MARK IS A STANDARD USGS TRIANGULATION STATION
 FR0894'DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND BEARS NO STAMPING.
 FR0894'IT IS 10 FEET EAST OF THE CAIRN AND 4 FEET ABOVE THE ELEVATION
 FR0894'OF THE STATION.
 FR0894
 FR0894                          STATION RECOVERY (1962)
 FR0894
 FR0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0894'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2242 ***********************************************************************
 DU2242  DESIGNATION -  FLUME
 DU2242  PID         -  DU2242
 DU2242  STATE/COUNTY-  AZ/MARICOPA
 DU2242  USGS QUAD   -  BUCKHORN (1982)
 DU2242
 DU2242                         *CURRENT SURVEY CONTROL
 DU2242  ___________________________________________________________________
 DU2242* NAD 83(2007)-  33 28 34.70309(N)    111 44 59.95577(W)     ADJUSTED  
 DU2242* NAVD 88     -       413.1    (meters)    1355.     (feet)  VERTCON   
 DU2242  ___________________________________________________________________
 DU2242  EPOCH DATE  -        2007.00
 DU2242  X           -  -1,973,528.484 (meters)                     COMP
 DU2242  Y           -  -4,946,691.296 (meters)                     COMP
 DU2242  Z           -   3,498,354.348 (meters)                     COMP
 DU2242  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DU2242  ELLIP HEIGHT-         383.896 (meters)          (02/10/07) ADJUSTED
 DU2242  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU2242
 DU2242  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2242  Type    PID    Designation                      North   East  Ellip
 DU2242  -------------------------------------------------------------------
 DU2242  NETWORK DU2242 FLUME                             1.98   1.55   4.41
 DU2242  -------------------------------------------------------------------
 DU2242
 DU2242.The horizontal coordinates were established by GPS observations
 DU2242.and adjusted by the National Geodetic Survey in February 2007.
 DU2242
 DU2242.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2242.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2242.The horizontal coordinates are valid at the epoch date displayed above.
 DU2242.The epoch date for horizontal control is a decimal equivalence
 DU2242.of Year/Month/Day.
 DU2242
 DU2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2242
 DU2242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2242
 DU2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2242
 DU2242.The ellipsoidal height was determined by GPS observations
 DU2242.and is referenced to NAD 83.
 DU2242
 DU2242.The geoid height was determined by GEOID03.
 DU2242
 DU2242;                    North         East     Units Scale Factor Converg.
 DU2242;SPC AZ C     -   274,585.216   228,850.910   MT  0.99990296   +0 05 31.0
 DU2242;SPC AZ C     -   900,870.13    750,823.20   iFT  0.99990296   +0 05 31.0
 DU2242;UTM  12      - 3,704,343.911   430,317.352   MT  0.99965986   -0 24 49.3
 DU2242
 DU2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2242!SPC AZ C     -   0.99993973  x   0.99990296  =   0.99984270
 DU2242!UTM  12      -   0.99993973  x   0.99965986  =   0.99959962
 DU2242
 DU2242                          SUPERSEDED SURVEY CONTROL
 DU2242
 DU2242  ELLIP H (06/11/02)  383.923  (m)                       GP(       ) 4 2
 DU2242  NAD 83(1992)-  33 28 34.70211(N)    111 44 59.95487(W) AD(       ) 1
 DU2242  ELLIP H (08/23/93)  383.989  (m)                       GP(       ) 4 2
 DU2242  NAD 83(1986)-  33 28 34.69440(N)    111 44 59.95935(W) AD(       ) 1
 DU2242  NGVD 29 (09/11/89)  412.6    (m)         1354.     (f) GPS OBS     3  
 DU2242
 DU2242.Superseded values are not recommended for survey control.
 DU2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2242.See file dsdata.txt to determine how the superseded data were derived.
 DU2242
 DU2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3031704344(NAD 83)
 DU2242_MARKER: DD = SURVEY DISK
 DU2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2242+STABILITY: SURFACE MOTION
 DU2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2242+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2006
 DU2242
 DU2242  HISTORY     - Date     Condition        Report By
 DU2242  HISTORY     - 1986     MONUMENTED       AZDT
 DU2242  HISTORY     - 20061110 GOOD             GEOCAC
 DU2242
 DU2242                          STATION DESCRIPTION
 DU2242
 DU2242'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2242'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST OF THE CITY
 DU2242'OF MESA, ARIZONA.
 DU2242'
 DU2242'TO REACH THE STATION FROM THE INTERSECTION OF MCKELLIPS ROAD AND
 DU2242'VAL VISTA DRIVE, GO NORTH ON VAL VISTA DRIVE FOR 1.54 KM (0.95 MI)
 DU2242'TO THE INTERSECTION OF MCDOWELL ROAD AND VAL VISTA DRIVE.  CONTINUE
 DU2242'NORTH ON VAL VISTA DRIVE FOR 0.97 KM (0.6 MI) TO A BLADED ROAD ON THE
 DU2242'RIGHT.  TURN RIGHT ALONG THE SOUTH SIDE OF THE CANAL FOR 0.16 KM
 DU2242'(0.1 MI) AND CONTINUE ON THE ROAD FOR ANOTHER 0.16 KM (0.1 MI) TO
 DU2242'THE TOP OF A HILL AND THE STATION ON THE LEFT.
 DU2242'
 DU2242'THE STATION IS A STANDARD AGS DISK
 DU2242'STAMPED---FLUME 1986---,
 DU2242'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2242'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DU2242'1.46 METERS (4.8 FT) NORTHEAST FROM A WITNESS POST AND SIGN,
 DU2242'2.8 METERS (9.2 FT) NORTH-NORTHWEST FROM AN UNSTAMPED B.M. WITH A
 DU2242'BRASS CAP,
 DU2242'9.1 METERS (30 FT) EAST FROM A FENCE CORNER,
 DU2242'0.3 METERS (1.0 FT) NORTH FROM THE NORTHWEST CORNER OF A CONCRETE
 DU2242'SLAB AT THE CANAL HEAD GATE.
 DU2242'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2242'STAMPED---FLUME 1986---,
 DU2242'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2242
 DU2242                          STATION RECOVERY (2006)
 DU2242
 DU2242'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0570 ***********************************************************************
 FP0570  DESIGNATION -  FLUTED ROCK
 FP0570  PID         -  FP0570
 FP0570  STATE/COUNTY-  AZ/APACHE
 FP0570  USGS QUAD   -  SAWMILL (1982)
 FP0570
 FP0570                         *CURRENT SURVEY CONTROL
 FP0570  ___________________________________________________________________
 FP0570* NAD 83(1992)-  35 53 10.00745(N)    109 14 57.07296(W)     ADJUSTED  
 FP0570* NAVD 88     -      2532.32   (+/-2cm)    8308.1    (feet)  VERTCON   
 FP0570  ___________________________________________________________________
 FP0570  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FP0570  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 FP0570  HORZ ORDER  -  FIRST
 FP0570  VERT ORDER  -  THIRD ? (See Below)
 FP0570
 FP0570.The horizontal coordinates were established by classical geodetic methods
 FP0570.and adjusted by the National Geodetic Survey in August 1993.
 FP0570
 FP0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0570.The vertical order pertains to the NGVD 29 superseded value.
 FP0570
 FP0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0570
 FP0570.The geoid height was determined by GEOID03.
 FP0570
 FP0570;                    North         East     Units Scale Factor Converg.
 FP0570;SPC AZ E     -   542,266.289   296,194.966   MT  0.99998452   +0 32 16.2
 FP0570;SPC AZ E     - 1,779,088.87    971,768.26   iFT  0.99998452   +0 32 16.2
 FP0570;UTM  12      - 3,972,732.446   658,030.949   MT  0.99990774   +1 01 35.4
 FP0570
 FP0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0570!SPC AZ E     -   0.99960585  x   0.99998452  =   0.99959038
 FP0570!UTM  12      -   0.99960585  x   0.99990774  =   0.99951363
 FP0570
 FP0570:                Primary Azimuth Mark                     Grid Az
 FP0570:SPC AZ E     -  FLUTED ROCK AZ MK                        122 14 31.9
 FP0570:UTM  12      -  FLUTED ROCK AZ MK                        121 45 12.7
 FP0570
 FP0570|---------------------------------------------------------------------|
 FP0570| PID    Reference Object                     Distance      Geod. Az  |
 FP0570|                                                           dddmmss.s |
 FP0570| CD3425 FLUTED ROCK AZ MK                                  1224648.1 |
 FP0570| CD3427 FLUTED ROCK RM 2                     14.386 METERS 13002     |
 FP0570| CD3426 FLUTED ROCK RM 1                     12.515 METERS 21207     |
 FP0570|---------------------------------------------------------------------|
 FP0570
 FP0570                          SUPERSEDED SURVEY CONTROL
 FP0570
 FP0570  NAD 83(1986)-  35 53 10.00872(N)    109 14 57.07267(W) AD(       ) 1
 FP0570  NAD 27      -  35 53 09.97100(N)    109 14 54.71200(W) AD(       ) 1
 FP0570  NGVD 29 (07/19/86) 2531.18   (m)         8304.4    (f) LEVELING    3  
 FP0570
 FP0570.Superseded values are not recommended for survey control.
 FP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0570.See file dsdata.txt to determine how the superseded data were derived.
 FP0570
 FP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE5803172732(NAD 83)
 FP0570_MARKER: DS = TRIANGULATION STATION DISK
 FP0570_SETTING: 66 = SET IN ROCK OUTCROP
 FP0570
 FP0570  HISTORY     - Date     Condition        Report By
 FP0570  HISTORY     - 1951     MONUMENTED       CGS
 FP0570  HISTORY     - 1951     GOOD             CGS
 FP0570  HISTORY     - 1968     GOOD             CGS
 FP0570
 FP0570                          STATION DESCRIPTION
 FP0570
 FP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0570'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES NORTHWEST OF FORT
 FP0570'DEFIANCE, 5 MILES WEST SOUTHWEST OF THE SAWMILL TRADING POST,
 FP0570'ON A LARGE ROCKY HILL CALLED FLUTED ROCK.  IT IS THE MOST
 FP0570'PROMINENT HILL IN THE VICINITY.  A U.S. FOREST SERVICE LOOKOUT
 FP0570'TOWER STANDS DIRECTLY OVER THE STATION MARK.
 FP0570'
 FP0570'STATION MARK, STAMPED FLUTED ROCK LO 1937, IS A U.S. GEOLOGICAL
 FP0570'TRIANGULATION BENCH MARK DISK CEMENTED IN A DRILL HOLE IN
 FP0570'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS DIRECTLY
 FP0570'UNDER THE CENTER OF THE LOOKOUT TOWER.
 FP0570'
 FP0570'REFERENCE MARK NUMBER 1, STAMPED FLUTED ROCK NO 1, IS A STANDARD
 FP0570'USGS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FP0570'BEDROCK THAT IS FLUSH WITH THE GROUND AND 18 INCHES LOWER IN
 FP0570'ELEVATION THAN THE STATION.
 FP0570'
 FP0570'REFERENCE MARK NUMBER 2, STAMPED FLUTED ROCK NO 2, IS A STANDARD
 FP0570'USGS REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FP0570'BEDROCK THAT PROJECTS 18 INCHES ABOVE THE GROUND AND 30 INCHES
 FP0570'LOWER IN ELEVATION THAN THE STATION.
 FP0570'
 FP0570'AZIMUTH MARK, STAMPED FLUTED ROCK USGS 1951, IS A STANDARD USC
 FP0570'AND GS AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN A BURIED
 FP0570'BOULDER 8 INCHES SQUARE AND FLUSH WITH THE GROUND.  TO RACH FROM
 FP0570'THE SAWMILL TRADING POST, TAKE THE MAIN TRAVELED ROAD NORTH FOR
 FP0570'2.7 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.9 MILE TO THE
 FP0570'AZIMUTH MARK ON THE RIGHT.  IT IS 19 FEET NORTH OF THE
 FP0570'CENTERLINE OF THE ROAD AND 40 FEET SOUTH SOUTHEAST OF AN 18 INCH
 FP0570'PINE TREE WITH A TRIANGLE BLAZE.
 FP0570'
 FP0570'FLUTED ROCK LOOKOUT TOWER IS A U.S. FOREST SERVICE STEEL TOWER
 FP0570'ABOUT 50 FEET IN HEIGHT WITH A 10 FOOT SQUARE HOUSE ON TOP.  IT IS
 FP0570'ON THE HIGHEST POINT OF THE HILL.
 FP0570'
 FP0570'TO REACH THE STATION FROM THE SAWMILL TRADING POST, GO NORTH
 FP0570'ON THE MAIN TRAVELED ROAD FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT
 FP0570'FORK AND GO 1.2 MILES ON THE MAIN TRAVELED ROAD TO A SIDE ROAD
 FP0570'LEFT AND A SIGN FLUTED ROCK LO TOWER.  TURN LEFT AND FOLLOW
 FP0570'THE SIGNS, UP HILL, FOR 0.7 MILE TO THE LOOKOUT TOWER AND
 FP0570'STATION.
 FP0570'
 FP0570'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FP0570
 FP0570                          STATION RECOVERY (1951)
 FP0570
 FP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0570'FLUTED ROCK LOOKOUT TOWER IS A U.S. FOREST SERVICE STEEL TOWER
 FP0570'ABOUT 50 FEET IN HEIGHT WITH A 10 FOOT SQUARE HOUSE ON TOP.  IT IS
 FP0570'ON THE HIGHEST POINT OF THE HILL.
 FP0570'
 FP0570'STATION FLUTED ROCK (USGS) IS DIRECTLY UNDER THE CENTER OF THE
 FP0570'LOOKOUT TOWER.
 FP0570'
 FP0570'IT IS, AIRLINE, ABOUT 2-1/2 MILES SOUTHWEST OF THE SAWMILL
 FP0570'TRADING POST AND 11 MILES NORTHWEST OF FT. DEFIANCE, AND ON A
 FP0570'HIGH, PROMINENT ROCKY HILL.
 FP0570
 FP0570                          STATION RECOVERY (1968)
 FP0570
 FP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 FP0570'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 FP0570'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FP0570'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 FP0570'
 FP0570'TO REACH THE STATION FROM THE TRADING POST IN SAWMILL, GO SOUTH
 FP0570'ON THE MAIN GRADED ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT AND
 FP0570'SIGN (FLUTED LAKE), TURN RIGHT AND GO SOUTHWEST ON MAIN GRADED
 FP0570'ROAD FOR 3.2 MILES TO A SIDE ROAD RIGHT AND SIGN (FLUTED ROCK),
 FP0570'TURN RIGHT AND GO NORTH AND EAST FOR 0.7 MILE TO HIGHEST POINT
 FP0570'OF FLUTED ROCK AND STATION LOCATED UNDER THE FLUTED ROCK
 FP0570'LOOKOUT TOWER.
 FP0570'
 FP0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.0 MILES
 FP0570'NORTHWEST OF FORT DEFIANCE, 5.0 MILES WEST-SOUTHWEST OF SAWMILL
 FP0570'AND LOCATED ATOP OF FLUTED ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1345 ***********************************************************************
 DB1345  DESIGNATION -  FLY
 DB1345  PID         -  DB1345
 DB1345  STATE/COUNTY-  AZ/YUMA
 DB1345  USGS QUAD   -  YUMA EAST (1994)
 DB1345
 DB1345                         *CURRENT SURVEY CONTROL
 DB1345  ___________________________________________________________________
 DB1345* NAD 83(1992)-  32 40 08.72585(N)    114 36 19.10987(W)     ADJUSTED  
 DB1345* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 DB1345  ___________________________________________________________________
 DB1345  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DB1345  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DB1345  HORZ ORDER  -  SECOND
 DB1345
 DB1345.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB1345
 DB1345.The horizontal coordinates were established by classical geodetic methods
 DB1345.and adjusted by the National Geodetic Survey in August 1993.
 DB1345
 DB1345.The orthometric height was scaled from a topographic map.
 DB1345
 DB1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1345
 DB1345.The geoid height was determined by GEOID03.
 DB1345
 DB1345;                    North         East     Units Scale Factor Converg.
 DB1345;SPC AZ W     -   185,386.251   133,135.743   MT  1.00001267   -0 27 42.1
 DB1345;SPC AZ W     -   608,222.61    436,797.06   iFT  1.00001267   -0 27 42.1
 DB1345;SPC CA 6     -   556,937.305 2,154,269.754   MT  1.00002098   +0 54 13.6
 DB1345;SPC CA 6     - 1,827,218.47  7,067,800.02   sFT  1.00002098   +0 54 13.6
 DB1345;UTM  11      - 3,617,137.263   724,560.938   MT  1.00022186   +1 17 35.4
 DB1345
 DB1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1345!SPC AZ W     -   0.99999595  x   1.00001267  =   1.00000862
 DB1345!SPC CA 6     -   0.99999595  x   1.00002098  =   1.00001693
 DB1345!UTM  11      -   0.99999595  x   1.00022186  =   1.00021781
 DB1345
 DB1345                          SUPERSEDED SURVEY CONTROL
 DB1345
 DB1345  NAD 83(1986)-  32 40 08.74610(N)    114 36 19.12784(W) AD(       ) 2
 DB1345  NAD 27      -  32 40 08.58000(N)    114 36 16.30000(W) AD(       ) 2
 DB1345
 DB1345.Superseded values are not recommended for survey control.
 DB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1345.See file dsdata.txt to determine how the superseded data were derived.
 DB1345
 DB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2456117137(NAD 83)
 DB1345_MARKER: DS = TRIANGULATION STATION DISK
 DB1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DB1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1345+STABILITY: SURFACE MOTION
 DB1345
 DB1345  HISTORY     - Date     Condition        Report By
 DB1345  HISTORY     - 1934     MONUMENTED       CGS
 DB1345  HISTORY     - 1948     GOOD             CGS
 DB1345  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DB1345  HISTORY     - 1981     GOOD             NGS
 DB1345  HISTORY     - 19960305 MARK NOT FOUND   CHANCE
 DB1345
 DB1345                          STATION DESCRIPTION
 DB1345
 DB1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1345'THIS STATION WAS LOCATED AT THE YUMA FLY FIELD, FOR THE
 DB1345'PRIMARY PURPOSE OF PROVIDING AN AZIMUTH THAT COULD BE USED
 DB1345'FOR SWINGING AIRPLANES.  IT IS LOCATED APPROXIMATELY 20 YARDS
 DB1345'NE OF THE NE CORNER OF THE U.S. ARMY METEOROLOGICAL STATION
 DB1345'(BRICK BUILDING).  THE AZIMUTH IS TO STATION AMERICAN, THE
 DB1345'HIGHEST POINT IN THE MOUNTAINS A LITTLE W OF N, STATION
 DB1345'AMERICAN IS THE APPARENT HIGHEST POINT OF THE MOUNTAINS AND
 DB1345'IS THE RIGHT-HAND AND SHARPER OF THE TWO SUMMITS IN THE RANGE.
 DB1345'SUPERINTENDENT OF THE FIELD IS ACQUAINTED WITH THE LOCATION
 DB1345'OF THE STATION WHICH WAS SO PLACED AS TO OFFER NO
 DB1345'INTERFERENCE WITH THE OPERATION OF THE FIELD, AND TO BE MOST
 DB1345'AVAILABLE FOR USE BY PILOTS.  THE FIELD IS OPERATED BY
 DB1345'YUMA COUNTY.
 DB1345'
 DB1345'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DB1345'DISKS SET IN CONCRETE.
 DB1345
 DB1345                          STATION RECOVERY (1948)
 DB1345
 DB1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HJB)
 DB1345'STATION WAS RECOVERED IN GOOD CONDITION.  THE TOP OF THE
 DB1345'CONCRETE HAS BEEN SLIGHTLY CHIPPED BY VEHICLES BECAUSE THE
 DB1345'STATION IS NOW IN A DRIVEWAY AND PARKING AREA.  NO OTHER
 DB1345'MARKS WERE DESCRIBED FOR RECOVERY.
 DB1345'
 DB1345'FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD BE CHANGED
 DB1345'TO READ AS FOLLOWS--
 DB1345'
 DB1345'THIS STATION IS LOCATED APPROXIMATELY 3 MILES SSE FROM THE
 DB1345'CITY LIMITS OF YUMA, ON THE S SIDE OF U.S. HIGHWAY 80, NEAR
 DB1345'THE NW CORNER OF THE YUMA COUNTY AIRPORT.  IT IS LOCATED IN
 DB1345'THE GRAVEL DRIVEWAY AND PARKING AREA, 36.4 FEET NE OF THE
 DB1345'NE CORNER OF THE YUMA COUNTY AIRPORT CAFE, A WHITE PAINTED,
 DB1345'BRICK STRUCTURE, 110.0 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 DB1345'80, 86.4 FEET W OF A FENCE WHICH BORDERS THE E SIDE OF THE
 DB1345'AREA, AND 50 FEET N OF THE FENCE WHICH BORDERS THE S SIDE.
 DB1345'
 DB1345'STATION MARK IS A STANDARD DISK, STAMPED FLY 1934, AND SET
 DB1345'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DB1345
 DB1345                          STATION RECOVERY (1956)
 DB1345
 DB1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 DB1345'MARK DESTROYED ABOUT DECEMBER 1955 WHEN A TRENCH WAS CUT FOR
 DB1345'UNDERGROUND CABLES.  NO DESCRIPTION FOR REFERENCE MARKS OR
 DB1345'AZIMUTH MARK.
 DB1345
 DB1345                          STATION RECOVERY (1981)
 DB1345
 DB1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DB1345'THE STATION, RM 1 AND RM 2 WERE FOUND AS DECRIBED.
 DB1345
 DB1345                          STATION RECOVERY (1996)
 DB1345
 DB1345'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DB1345'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DB1345'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0329 ***********************************************************************
 CF0329  DESIGNATION -  FLY PEAK LOOKOUT HOUSE
 CF0329  PID         -  CF0329
 CF0329  STATE/COUNTY-  AZ/COCHISE
 CF0329  USGS QUAD   -  CHIRICAHUA PEAK (1986)
 CF0329
 CF0329                         *CURRENT SURVEY CONTROL
 CF0329  ___________________________________________________________________
 CF0329* NAD 83(1992)-  31 52 22.99000(N)    109 17 00.61125(W)     ADJUSTED  
 CF0329* NAVD 88     -              **(meters)            **(feet)            
 CF0329  ___________________________________________________________________
 CF0329  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CF0329  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CF0329  HORZ ORDER  -  THIRD
 CF0329
 CF0329.The horizontal coordinates were established by classical geodetic methods
 CF0329.and adjusted by the National Geodetic Survey in August 1993.
 CF0329
 CF0329
 CF0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0329
 CF0329.The geoid height was determined by GEOID03.
 CF0329
 CF0329;                    North         East     Units Scale Factor Converg.
 CF0329;SPC AZ E     -    97,131.877   296,920.794   MT  0.99998609   +0 27 58.9
 CF0329;SPC AZ E     -   318,674.14    974,149.59   iFT  0.99998609   +0 27 58.9
 CF0329;UTM  12      - 3,527,649.186   662,366.120   MT  0.99992514   +0 54 23.7
 CF0329
 CF0329                          SUPERSEDED SURVEY CONTROL
 CF0329
 CF0329  NAD 83(1986)-  31 52 22.98562(N)    109 17 00.60473(W) AD(       ) 4
 CF0329  NAD 27      -  31 52 22.66600(N)    109 16 58.45500(W) AD(       ) 3
 CF0329
 CF0329.Superseded values are not recommended for survey control.
 CF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0329.See file dsdata.txt to determine how the superseded data were derived.
 CF0329
 CF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6236627649(NAD 83)
 CF0329_MARKER: 57 = LOOKOUT TOWER
 CF0329
 CF0329  HISTORY     - Date     Condition        Report By
 CF0329  HISTORY     - 1935     FIRST OBSERVED   CGS
 CF0329  HISTORY     - 1957     GOOD             USGS
 CF0329  HISTORY     - 20080918 MARK NOT FOUND   GEOCAC
 CF0329
 CF0329                          STATION DESCRIPTION
 CF0329
 CF0329'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0329'PUBLISHED BUT NOT DESCRIBED BY NGS IN 1935 IN DESCRIPTION LIST 31
 CF0329'109 1, STATION 1014.  THAT POSITION WAS USED FOR THIS STATION.
 CF0329'
 CF0329'LOCATED ABOUT 15.0 MI W. OF RODEO, NM, 8.7 MI WSW. OF PORTAL.
 CF0329'ON HIGH TIMBERED TOP KNOWN LOCALLY AS FLY PEAK.
 CF0329'
 CF0329'TO REACH FROM PORTAL RANGER STATION ON CAVE CREEK, FOLLOW MAIN
 CF0329'RD. IN NORTHWESTERLY DIRECTION 10.0 MI TO ONION SADDLE.
 CF0329'TURN SHARPLY LEFT AT RUSTLER PARK SIGN .  FOLLOW MAIN RD. S.
 CF0329'2.2 MI TO FORKS.  KEEP LEFT FORK AND CONTINUE ON MAIN RD. TO
 CF0329'FS GUARD STATION IN RUSTLER PARK.  FROM THIS POINT THE FS
 CF0329'TRAIL TO FLY PEAK IS TO LEFT OF CORRALS AND RUNS IN SOUTHEASTERLY
 CF0329'DIRECTION.  ABOUT A 1-HOUR 50-MINUTE PACK.
 CF0329'
 CF0329'STATION MARK - - CENTER OF USFS STEEL LOT.
 CF0329'
 CF0329'NOTE-NGS STATION CHIRICAHUA IS ON THIS TOO BUT COULD NOT BE
 CF0329'FOUND.  THERE WAS 14 INCHES OF SNOW ON THE GROUND AND A
 CF0329'CONSIDERABLE AMOUNT OF TIME WAS SPENT IN REMOVING SNOW.
 CF0329'TWO OF THE THREE RMS WERE FOUND.  (BLAZED TREES)
 CF0329'
 CF0329'SIGNAL - - CENTER OF USFS STEEL LOT.
 CF0329'
 CF0329'SIGNAL DATA - - PEAK OF ROOF 68.9 FT. EAVES 67.2 FT. BASE OF
 CF0329'CABIN 59.5 FT.
 CF0329
 CF0329                          STATION RECOVERY (2008)
 CF0329
 CF0329'RECOVERY NOTE BY GEOCACHING 2008 (ML)
 CF0329'TOWER HAS BEEN REMOVED. FOUR CONCRETE PIERS AND A TOILET PIT FOUND AT
 CF0329'THE GIVEN DISTANCE FROM BM CHIRICAHUA, PID CF0328.
 CF0329' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1157 ***********************************************************************
 CG1157  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1157  DESIGNATION -  FLYING
 CG1157  PID         -  CG1157
 CG1157  STATE/COUNTY-  AZ/COCHISE
 CG1157  USGS QUAD   -  HEREFORD (1983)
 CG1157
 CG1157                         *CURRENT SURVEY CONTROL
 CG1157  ___________________________________________________________________
 CG1157* NAD 83(2007)-  31 22 42.35374(N)    110 01 42.64772(W)     ADJUSTED  
 CG1157* NAVD 88     -      1357.50   (meters)    4453.7    (feet)  GPS OBS   
 CG1157  ___________________________________________________________________
 CG1157  EPOCH DATE  -        2007.00
 CG1157  X           -  -1,867,036.944 (meters)                     COMP
 CG1157  Y           -  -5,121,709.888 (meters)                     COMP
 CG1157  Z           -   3,302,479.034 (meters)                     COMP
 CG1157  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CG1157  ELLIP HEIGHT-        1329.664 (meters)          (02/10/07) ADJUSTED
 CG1157  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG1157
 CG1157  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1157  Type    PID    Designation                      North   East  Ellip
 CG1157  -------------------------------------------------------------------
 CG1157  NETWORK CG1157 FLYING                            2.04   1.80   5.63
 CG1157  -------------------------------------------------------------------
 CG1157
 CG1157.The horizontal coordinates were established by GPS observations
 CG1157.and adjusted by the National Geodetic Survey in February 2007.
 CG1157
 CG1157.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1157.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1157.The horizontal coordinates are valid at the epoch date displayed above.
 CG1157.The epoch date for horizontal control is a decimal equivalence
 CG1157.of Year/Month/Day.
 CG1157
 CG1157.The orthometric height was determined by GPS observations and a
 CG1157.high-resolution geoid model.
 CG1157.The orthometric height was determined by GPS observations and a
 CG1157.high-resolution geoid model using precise GPS observation and
 CG1157.processing techniques.
 CG1157
 CG1157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1157
 CG1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1157
 CG1157.The ellipsoidal height was determined by GPS observations
 CG1157.and is referenced to NAD 83.
 CG1157
 CG1157.The geoid height was determined by GEOID03.
 CG1157
 CG1157;                    North         East     Units Scale Factor Converg.
 CG1157;SPC AZ E     -    41,961.795   226,500.539   MT  0.99990213   +0 04 19.0
 CG1157;SPC AZ E     -   137,669.93    743,112.00   iFT  0.99990213   +0 04 19.0
 CG1157;UTM  12      - 3,471,950.700   592,377.782   MT  0.99970525   +0 30 21.2
 CG1157
 CG1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1157!SPC AZ E     -   0.99979125  x   0.99990213  =   0.99969340
 CG1157!UTM  12      -   0.99979125  x   0.99970525  =   0.99949656
 CG1157
 CG1157|---------------------------------------------------------------------|
 CG1157| PID    Reference Object                     Distance      Geod. Az  |
 CG1157|                                                           dddmmss.s |
 CG1157| CS5403 FLYING RM 1                          10.258 METERS 09903     |
 CG1157| CS5404 FLYING RM 2                          10.183 METERS 27745     |
 CG1157|---------------------------------------------------------------------|
 CG1157
 CG1157                          SUPERSEDED SURVEY CONTROL
 CG1157
 CG1157  NAD 83(1992)-  31 22 42.35361(N)    110 01 42.64748(W) AD(       ) B
 CG1157  ELLIP H (08/22/05) 1329.670  (m)                       GP(       ) 4 2
 CG1157  NAD 83(1992)-  31 22 42.35640(N)    110 01 42.64943(W) AD(       ) 2
 CG1157  NAD 83(1986)-  31 22 42.34891(N)    110 01 42.63997(W) AD(       ) 2
 CG1157  NGVD 29 (03/13/91) 1356.59   (m)         4450.7    (f) LEVELING    3  
 CG1157
 CG1157.Superseded values are not recommended for survey control.
 CG1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1157.See file dsdata.txt to determine how the superseded data were derived.
 CG1157
 CG1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9237871951(NAD 83)
 CG1157_MARKER: DS = TRIANGULATION STATION DISK
 CG1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1157_STAMPING: NONE
 CG1157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1157+STABILITY: SURFACE MOTION
 CG1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1157+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1157
 CG1157  HISTORY     - Date     Condition        Report By
 CG1157  HISTORY     - 1982     MONUMENTED       AZDT
 CG1157  HISTORY     - 20040429 GOOD             AZ-003
 CG1157
 CG1157                          STATION DESCRIPTION
 CG1157
 CG1157'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG1157'THE STATION IS LOCATED 7-3/4 MILES SOUTHWEST OF BISBEE ALONG STATE
 CG1157'ROUTE 92.  IT IS JUST NORTH OF THE FLYING H RANCH.
 CG1157'
 CG1157'THE STATION MARK IS AN ADOT DISK STAMPED--- FLYING 1982--- IN TOP OF
 CG1157'A 10 INCH CONCRETE MONUMENT.  IT IS 89 FEET SOUTH OF THE HIGHWAY AND 2
 CG1157'FEET NORTH OF THE RIGHT OF WAY FENCELINE AND WITNESS POST.
 CG1157'
 CG1157'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---FLYING RM 1 1982---SET
 CG1157'IN TOP OF A CONCRETE MONUMENT.
 CG1157'
 CG1157'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---FLYING RM 2 1982---SET
 CG1157'IN TOP OF A CONCRETE MONUMENT.
 CG1157'
 CG1157'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE TRAVEL SOUTHWEST
 CG1157'ALONG STATE ROUTE 92 FOR 6.45 MILE TO THE STATION ON THE LEFT.
 CG1157
 CG1157                          STATION RECOVERY (2004)
 CG1157
 CG1157'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1157'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0887 ***********************************************************************
 FR0887  DESIGNATION -  FOLEY
 FR0887  PID         -  FR0887
 FR0887  STATE/COUNTY-  AZ/YAVAPAI
 FR0887  USGS QUAD   -  ASH FORK (1979)
 FR0887
 FR0887                         *CURRENT SURVEY CONTROL
 FR0887  ___________________________________________________________________
 FR0887* NAD 83(1992)-  35 11 37.18882(N)    112 28 14.68966(W)     ADJUSTED  
 FR0887* NAVD 88     -      1583.1    (meters)    5194.     (feet)  VERTCON   
 FR0887  ___________________________________________________________________
 FR0887  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 FR0887  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 FR0887  HORZ ORDER  -  SECOND
 FR0887
 FR0887.The horizontal coordinates were established by classical geodetic methods
 FR0887.and adjusted by the National Geodetic Survey in August 1993.
 FR0887
 FR0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0887
 FR0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0887
 FR0887.The geoid height was determined by GEOID03.
 FR0887
 FR0887;                    North         East     Units Scale Factor Converg.
 FR0887;SPC AZ C     -   465,198.172   162,903.252   MT  0.99993137   -0 19 09.6
 FR0887;SPC AZ C     - 1,526,240.72    534,459.49   iFT  0.99993137   -0 19 09.6
 FR0887;UTM  12      - 3,895,510.541   366,103.887   MT  0.99982095   -0 50 52.0
 FR0887
 FR0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0887!SPC AZ C     -   0.99975549  x   0.99993137  =   0.99968688
 FR0887!UTM  12      -   0.99975549  x   0.99982095  =   0.99957649
 FR0887
 FR0887:                Primary Azimuth Mark                     Grid Az
 FR0887:SPC AZ C     -  JO                                       098 38 04.7
 FR0887:UTM  12      -  JO                                       099 09 47.1
 FR0887
 FR0887|---------------------------------------------------------------------|
 FR0887| PID    Reference Object                     Distance      Geod. Az  |
 FR0887|                                                           dddmmss.s |
 FR0887| FR0879 JO                                  APPROX. 3.8 KM 0981855.1 |
 FR0887| CH2298 FOLEY RM 1                           12.714 METERS 16120     |
 FR0887| CH2299 FOLEY RM 2                           12.750 METERS 34025     |
 FR0887|---------------------------------------------------------------------|
 FR0887
 FR0887                          SUPERSEDED SURVEY CONTROL
 FR0887
 FR0887  NAD 83(1986)-  35 11 37.18748(N)    112 28 14.68717(W) AD(       ) 2
 FR0887  NAD 27      -  35 11 37.14585(N)    112 28 12.03894(W) AD(       ) 2
 FR0887  NGVD 29 (07/19/86) 1582.2    (m)         5191.     (f) VERT ANG    3  
 FR0887
 FR0887.Superseded values are not recommended for survey control.
 FR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0887.See file dsdata.txt to determine how the superseded data were derived.
 FR0887
 FR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6610495511(NAD 83)
 FR0887_MARKER: DD = SURVEY DISK
 FR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0887+STABILITY: SURFACE MOTION
 FR0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0887+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0887
 FR0887  HISTORY     - Date     Condition        Report By
 FR0887  HISTORY     - 1980     MONUMENTED       AZDT
 FR0887  HISTORY     - 20030503 GOOD             NGS
 FR0887
 FR0887                          STATION DESCRIPTION
 FR0887
 FR0887'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0887'THE STATION IS LOCATED 21 MILES NORTH OF PAULDEN AND 2 MILES SOUTHEAST
 FR0887'OF ASH FORK ALONG THE EAST RIGHT OF WAY OF US HIGHWAY 89.
 FR0887'
 FR0887'THE STATION MARK IS AN ADOT DISK STAMPED FOLEY 1980.  IT IS SET IN TOP
 FR0887'OF A CONCRETE MONUMENT 62 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 FR0887'AND 3 FEET WEST OF THE WITNESS POST.
 FR0887'
 FR0887'REFERENCE MARK 1 IS AN ADOT DISK STAMPED FOLEY RM 1 1980.  IT IS SET
 FR0887'IN TOP OF A CONCRETE MONUMENT 62 FEET EAST OF THE CENTERLINE OF US 89.
 FR0887'
 FR0887'REFERENCE MARK 2 IS AN ADOT DISK STAMPED FOLEY RM 2 1980.  IT IS SET
 FR0887'IN TOP OF A CONCRETE MONUMENT 62 FEET EAST OF THE CENTERLINE OF US 89.
 FR0887'
 FR0887'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 FR0887'US HIGHWAY 89 FOR 24.15 MILES TO THE STATION ON THE RIGHT AT MILEPOST
 FR0887'361.85.
 FR0887
 FR0887                          STATION RECOVERY (2003)
 FR0887
 FR0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2404 ***********************************************************************
 CZ2404  DESIGNATION -  FORBACH
 CZ2404  PID         -  CZ2404
 CZ2404  STATE/COUNTY-  AZ/PINAL
 CZ2404  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2404
 CZ2404                         *CURRENT SURVEY CONTROL
 CZ2404  ___________________________________________________________________
 CZ2404* NAD 83(1992)-  32 54 03.12113(N)    111 46 19.75416(W)     ADJUSTED  
 CZ2404* NAVD 88     -       474.6    (meters)    1557.     (feet)  VERTCON   
 CZ2404  ___________________________________________________________________
 CZ2404  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ2404  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ2404  HORZ ORDER  -  THIRD
 CZ2404
 CZ2404.The horizontal coordinates were established by classical geodetic methods
 CZ2404.and adjusted by the National Geodetic Survey in August 1993.
 CZ2404
 CZ2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2404
 CZ2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2404
 CZ2404.The geoid height was determined by GEOID03.
 CZ2404
 CZ2404;                    North         East     Units Scale Factor Converg.
 CZ2404;SPC AZ C     -   210,767.696   226,878.916   MT  0.99990225   +0 04 42.6
 CZ2404;SPC AZ C     -   691,495.07    744,353.40   iFT  0.99990225   +0 04 42.6
 CZ2404;UTM  12      - 3,640,561.456   427,787.137   MT  0.99966430   -0 25 10.0
 CZ2404
 CZ2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2404!SPC AZ C     -   0.99993022  x   0.99990225  =   0.99983248
 CZ2404!UTM  12      -   0.99993022  x   0.99966430  =   0.99959455
 CZ2404
 CZ2404                          SUPERSEDED SURVEY CONTROL
 CZ2404
 CZ2404  NAD 83(1986)-  32 54 03.11543(N)    111 46 19.74898(W) AD(       ) 3
 CZ2404  NGVD 29 (04/26/91)  474.0    (m)         1555.     (f) VERT ANG    3  
 CZ2404
 CZ2404.Superseded values are not recommended for survey control.
 CZ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2404.See file dsdata.txt to determine how the superseded data were derived.
 CZ2404
 CZ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2778740561(NAD 83)
 CZ2404_MARKER: DD = SURVEY DISK
 CZ2404_SETTING: 80 = SET IN A BOULDER
 CZ2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2404+STABILITY: SURFACE MOTION
 CZ2404
 CZ2404  HISTORY     - Date     Condition        Report By
 CZ2404  HISTORY     - 1921     MONUMENTED       USGS
 CZ2404
 CZ2404                          STATION DESCRIPTION
 CZ2404
 CZ2404'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2404'LOCATED ABOUT 2 MI N. OF CASA GRANDE.  ON SMALL LONE PEAK.
 CZ2404'
 CZ2404'TO REACH NOT GIVEN.
 CZ2404'
 CZ2404'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK AT
 CZ2404'CENTER OF 6-FT HIGH ROCK CAIRN.
 CZ2404'
 CZ2404'RMS--NONE SET.
 CZ2404'
 CZ2404'NOTE--FORM 9-1165, STATION MARK REPORTED DESTROYED, 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0374 ***********************************************************************
 CF0374  DESIGNATION -  FORD
 CF0374  PID         -  CF0374
 CF0374  STATE/COUNTY-  AZ/COCHISE
 CF0374  USGS QUAD   -  DOUGLAS (1978)
 CF0374
 CF0374                         *CURRENT SURVEY CONTROL
 CF0374  ___________________________________________________________________
 CF0374* NAD 83(1992)-  31 21 19.28070(N)    109 36 39.84479(W)     ADJUSTED  
 CF0374* NAVD 88     -      1212.6    (meters)    3978.     (feet)  VERTCON   
 CF0374  ___________________________________________________________________
 CF0374  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CF0374  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CF0374  HORZ ORDER  -  SECOND
 CF0374
 CF0374.The horizontal coordinates were established by classical geodetic methods
 CF0374.and adjusted by the National Geodetic Survey in August 1993.
 CF0374
 CF0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0374
 CF0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0374
 CF0374.The geoid height was determined by GEOID03.
 CF0374
 CF0374;                    North         East     Units Scale Factor Converg.
 CF0374;SPC AZ E     -    39,528.611   266,219.350   MT  0.99993445   +0 17 20.8
 CF0374;SPC AZ E     -   129,687.04    873,423.06   iFT  0.99993445   +0 17 20.8
 CF0374;UTM  12      - 3,469,818.660   632,107.598   MT  0.99981526   +0 43 22.2
 CF0374
 CF0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0374!SPC AZ E     -   0.99981394  x   0.99993445  =   0.99974840
 CF0374!UTM  12      -   0.99981394  x   0.99981526  =   0.99962923
 CF0374
 CF0374|---------------------------------------------------------------------|
 CF0374| PID    Reference Object                     Distance      Geod. Az  |
 CF0374|                                                           dddmmss.s |
 CF0374| CS5406 FORD RM 2                            10.191 METERS 09554     |
 CF0374| CS5405 FORD RM 1                            10.163 METERS 27557     |
 CF0374|---------------------------------------------------------------------|
 CF0374
 CF0374                          SUPERSEDED SURVEY CONTROL
 CF0374
 CF0374  NAD 83(1986)-  31 21 19.27746(N)    109 36 39.82741(W) AD(       ) 2
 CF0374  NGVD 29 (03/13/91) 1211.8    (m)         3976.     (f) VERT ANG    3  
 CF0374
 CF0374.Superseded values are not recommended for survey control.
 CF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0374.See file dsdata.txt to determine how the superseded data were derived.
 CF0374
 CF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3210869819(NAD 83)
 CF0374_MARKER: DS = TRIANGULATION STATION DISK
 CF0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0374+STABILITY: SURFACE MOTION
 CF0374
 CF0374  HISTORY     - Date     Condition        Report By
 CF0374  HISTORY     - 1982     MONUMENTED       AZDT
 CF0374
 CF0374                          STATION DESCRIPTION
 CF0374
 CF0374'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0374'THE STATION IS LOCATED 3-1/2 MILES NORTHWEST OF DOUGLAS ALONG U.S.
 CF0374'HIGHWAY 80.
 CF0374'
 CF0374'THE STATION MARK IS AN ADOT DISK STAMPED---FORD 1982---SET IN TOP
 CF0374'OF A 10 INCH CONCRETE MONUMENT 116 FEET NORTH OF THE CENTERLINE OF THE
 CF0374'HIGHWAY, 14 FEET SOUTH OF THE RIGHT OF WAY FENCELINE AND 3 FEET NORTH
 CF0374'OF THE WITNESS POST.
 CF0374'
 CF0374'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---FORD RM 1 1982---SET
 CF0374'IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0374'
 CF0374'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---FORD RM 2 1982---SET
 CF0374'IN TOP OF A CONCRETE MONUMENT 2 FEET WEST OF A WITNESS POST.
 CF0374'
 CF0374'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL WEST FOR 1
 CF0374'BLOCK TO US HIGHWAY 80.  TURN RIGHT AND TRAVEL NORTH FOR 1.8 MILES TO
 CF0374'US 666, CONTINUE WEST ALONG 80 FOR 1.9 MILES TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2175 ***********************************************************************
 DV2175  DESIGNATION -  FORE
 DV2175  PID         -  DV2175
 DV2175  STATE/COUNTY-  AZ/MARICOPA
 DV2175  USGS QUAD   -  WITTMANN (1981)
 DV2175
 DV2175                         *CURRENT SURVEY CONTROL
 DV2175  ___________________________________________________________________
 DV2175* NAD 83(1992)-  33 51 01.01639(N)    112 32 45.31951(W)     ADJUSTED  
 DV2175* NAVD 88     -       628.3    (meters)    2061.     (feet)  VERTCON   
 DV2175  ___________________________________________________________________
 DV2175  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DV2175  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV2175  HORZ ORDER  -  SECOND
 DV2175
 DV2175.The horizontal coordinates were established by classical geodetic methods
 DV2175.and adjusted by the National Geodetic Survey in August 1993.
 DV2175
 DV2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2175
 DV2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2175
 DV2175.The geoid height was determined by GEOID03.
 DV2175
 DV2175;                    North         East     Units Scale Factor Converg.
 DV2175;SPC AZ C     -   316,226.789   155,129.957   MT  0.99994179   -0 21 01.9
 DV2175;SPC AZ C     - 1,037,489.47    508,956.55   iFT  0.99994179   -0 21 01.9
 DV2175;UTM  12      - 3,746,630.679   356,980.832   MT  0.99985216   -0 51 40.5
 DV2175
 DV2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2175!SPC AZ C     -   0.99990601  x   0.99994179  =   0.99984781
 DV2175!UTM  12      -   0.99990601  x   0.99985216  =   0.99975819
 DV2175
 DV2175|---------------------------------------------------------------------|
 DV2175| PID    Reference Object                     Distance      Geod. Az  |
 DV2175|                                                           dddmmss.s |
 DV2175| CH5169 FORE RM 1                             8.522 METERS 10643     |
 DV2175| CH5170 FORE RM 2                             7.873 METERS 25800     |
 DV2175| DV2176 BAR                                 APPROX. 3.2 KM 2821007.5 |
 DV2175|---------------------------------------------------------------------|
 DV2175
 DV2175                          SUPERSEDED SURVEY CONTROL
 DV2175
 DV2175  NAD 83(1986)-  33 51 01.01316(N)    112 32 45.32345(W) AD(       ) 2
 DV2175  NAD 27      -  33 51 00.88705(N)    112 32 42.69668(W) AD(       ) 2
 DV2175  NGVD 29 (07/19/86)  627.7    (m)         2059.     (f) VERT ANG    3  
 DV2175
 DV2175.Superseded values are not recommended for survey control.
 DV2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2175.See file dsdata.txt to determine how the superseded data were derived.
 DV2175
 DV2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5698146631(NAD 83)
 DV2175_MARKER: DD = SURVEY DISK
 DV2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2175+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2175
 DV2175  HISTORY     - Date     Condition        Report By
 DV2175  HISTORY     - 1976     MONUMENTED       AZDT
 DV2175  HISTORY     - 19990109 GOOD             USPSQD
 DV2175  HISTORY     - 20000109 GOOD             USPSQD
 DV2175  HISTORY     - 20071005 GOOD             GEOCAC
 DV2175
 DV2175                          STATION DESCRIPTION
 DV2175
 DV2175'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2175'THE STATION IS ABOUT 5 MILES EAST OF MORRISTOWN ON THE NORTH SIDE
 DV2175'OF ARIZONA HWY. 74 JUST NORTH OF R/W FENCE.
 DV2175'
 DV2175'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FORE 1976 SET
 DV2175'IN A 10 INCH DIAMETER CONCRETE MONUMENT AND IS 1 FOOT NORTH OF
 DV2175'THE NORTH R/W FENCE.
 DV2175'
 DV2175'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FORE RM
 DV2175'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2175'PROJECTING 5 INCHES, MARKED WITH A WITNESS POST AND SIGN.
 DV2175'
 DV2175'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FORE RM
 DV2175'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2175'PROJECTING 2 INCHES.
 DV2175'
 DV2175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND STATE
 DV2175'HWY. 74, 0.84 MILES NORTHWEST OF MORRISTOWN, GO EAST ON
 DV2175'HWY. 74 FOR 5.25 MILES AND THE STATION ON THE LEFT.
 DV2175'
 DV2175'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2175
 DV2175                          STATION RECOVERY (1999)
 DV2175
 DV2175'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2175'RECOVERED IN GOOD CONDITION.
 DV2175
 DV2175                          STATION RECOVERY (2000)
 DV2175
 DV2175'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2175'RECOVERED IN GOOD CONDITION.
 DV2175
 DV2175                          STATION RECOVERY (2007)
 DV2175
 DV2175'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2175'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2175'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV2175'THE STATION MARK IS 3.7 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1919 ***********************************************************************
 CZ1919  DESIGNATION -  FOREMAN
 CZ1919  PID         -  CZ1919
 CZ1919  STATE/COUNTY-  AZ/PINAL
 CZ1919  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1919
 CZ1919                         *CURRENT SURVEY CONTROL
 CZ1919  ___________________________________________________________________
 CZ1919* NAD 83(1992)-  32 39 49.59754(N)    111 03 07.96231(W)     ADJUSTED  
 CZ1919* NAVD 88     -       949.3    (meters)    3114.     (feet)  VERTCON   
 CZ1919  ___________________________________________________________________
 CZ1919  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 CZ1919  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CZ1919  HORZ ORDER  -  SECOND
 CZ1919
 CZ1919.The horizontal coordinates were established by classical geodetic methods
 CZ1919.and adjusted by the National Geodetic Survey in August 1993.
 CZ1919
 CZ1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1919
 CZ1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1919
 CZ1919.The geoid height was determined by GEOID03.
 CZ1919
 CZ1919;                    North         East     Units Scale Factor Converg.
 CZ1919;SPC AZ C     -   184,797.802   294,444.293   MT  0.99998105   +0 27 59.7
 CZ1919;SPC AZ C     -   606,292.00    966,024.58   iFT  0.99998105   +0 27 59.7
 CZ1919;UTM  12      - 3,614,015.448   495,104.180   MT  0.99960030   -0 01 41.4
 CZ1919
 CZ1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1919!SPC AZ C     -   0.99985549  x   0.99998105  =   0.99983654
 CZ1919!UTM  12      -   0.99985549  x   0.99960030  =   0.99945584
 CZ1919
 CZ1919|---------------------------------------------------------------------|
 CZ1919| PID    Reference Object                     Distance      Geod. Az  |
 CZ1919|                                                           dddmmss.s |
 CZ1919| CH5171 FOREMAN RM 1                          9.806 METERS 13950     |
 CZ1919| CH5172 FOREMAN RM 2                          9.705 METERS 32054     |
 CZ1919| CZ1920 OLSON                               APPROX. 5.5 KM 3213339.7 |
 CZ1919|---------------------------------------------------------------------|
 CZ1919
 CZ1919                          SUPERSEDED SURVEY CONTROL
 CZ1919
 CZ1919  NAD 83(1986)-  32 39 49.59181(N)    111 03 07.95914(W) AD(       ) 2
 CZ1919  NAD 27      -  32 39 49.33258(N)    111 03 05.56818(W) AD(       ) 2
 CZ1919  NGVD 29 (07/19/86)  948.6    (m)         3112.     (f) VERT ANG    3  
 CZ1919
 CZ1919.Superseded values are not recommended for survey control.
 CZ1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1919.See file dsdata.txt to determine how the superseded data were derived.
 CZ1919
 CZ1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9510414015(NAD 83)
 CZ1919_MARKER: DD = SURVEY DISK
 CZ1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1919+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 CZ1919
 CZ1919  HISTORY     - Date     Condition        Report By
 CZ1919  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1919  HISTORY     - 20070128 GOOD             GEOCAC
 CZ1919
 CZ1919                          STATION DESCRIPTION
 CZ1919
 CZ1919'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1919'THE STATION IS ABOUT 31.5 MILES SOUTHEAST OF FLORENCE, 11 MILES
 CZ1919'NORTHWEST OF ORACLE JUNCTION, ALONG THE WEST RIGHT-OF-WAY OF
 CZ1919'U.S. HWY. 80-89.
 CZ1919'
 CZ1919'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED FOREMAN 1977
 CZ1919'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1919'IS 97 FEET WEST OF HWY. CENTERLINE, 3 FEET EAST OF RIGHT-OF-WAY
 CZ1919'FENCELINE, AND ABOUT 500 FEET NORTH OF PIONEER LINK DR., MARKED
 CZ1919'WITH A WITNESS POST AND SIGN 2.7 FEET WEST.
 CZ1919'
 CZ1919'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED FOREMAN
 CZ1919'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 2
 CZ1919'FEET EAST OF WEST RIGHT-OF-WAY FENCELINE.
 CZ1919'
 CZ1919'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED FOREMAN
 CZ1919'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3
 CZ1919'FEET EAST OF WEST RIGHT-OF-WAY FENCELINE.
 CZ1919'
 CZ1919'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 287 AND
 CZ1919'U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTHEAST ON
 CZ1919'HWY. 80-89 TO MILE POST 101.48 AND THE STATION IN THE WEST
 CZ1919'RIGHT-OF-WAY.
 CZ1919'
 CZ1919'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1919
 CZ1919                          STATION RECOVERY (2007)
 CZ1919
 CZ1919'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1877 ***********************************************************************
 DV1877  DESIGNATION -  FOREPAUGH
 DV1877  PID         -  DV1877
 DV1877  STATE/COUNTY-  AZ/MARICOPA
 DV1877  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV1877
 DV1877                         *CURRENT SURVEY CONTROL
 DV1877  ___________________________________________________________________
 DV1877* NAD 83(1992)-  33 59 45.33903(N)    113 04 02.88408(W)     ADJUSTED  
 DV1877* NAVD 88     -       944.7    (meters)    3099.     (feet)  VERTCON   
 DV1877  ___________________________________________________________________
 DV1877  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DV1877  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1877  HORZ ORDER  -  FIRST
 DV1877
 DV1877.The horizontal coordinates were established by classical geodetic methods
 DV1877.and adjusted by the National Geodetic Survey in August 1993.
 DV1877
 DV1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1877
 DV1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1877
 DV1877.The geoid height was determined by GEOID03.
 DV1877
 DV1877;                    North         East     Units Scale Factor Converg.
 DV1877;SPC AZ C     -   332,799.183   107,046.341   MT  1.00003929   -0 38 36.6
 DV1877;SPC AZ C     - 1,091,860.84    351,201.91   iFT  1.00003929   -0 38 36.6
 DV1877;SPC AZ W     -   332,423.239   276,414.960   MT  0.99998233   +0 22 53.9
 DV1877;SPC AZ W     - 1,090,627.42    906,873.23   iFT  0.99998233   +0 22 53.9
 DV1877;UTM  12      - 3,763,631.228   309,049.064   MT  1.00004950   -1 09 22.8
 DV1877
 DV1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1877!SPC AZ C     -   0.99985639  x   1.00003929  =   0.99989568
 DV1877!SPC AZ W     -   0.99985639  x   0.99998233  =   0.99983873
 DV1877!UTM  12      -   0.99985639  x   1.00004950  =   0.99990589
 DV1877
 DV1877|---------------------------------------------------------------------|
 DV1877| PID    Reference Object                     Distance      Geod. Az  |
 DV1877|                                                           dddmmss.s |
 DV1877| CH2303 FOREPAUGH RM 3                        6.373 METERS 02809     |
 DV1877| CH2301 FOREPAUGH RM 1                        4.902 METERS 10052     |
 DV1877| CH2302 FOREPAUGH RM 2                        5.396 METERS 19524     |
 DV1877| DV1882 EAGLE EYE PEAK                      APPROX.15.0 KM 2184410.5 |
 DV1877| CH2300 FOREPAUGH AZ MK                                    2311406.1 |
 DV1877| ET1034 BLACKIE                             APPROX.21.6 KM 3491846.3 |
 DV1877|---------------------------------------------------------------------|
 DV1877
 DV1877                          SUPERSEDED SURVEY CONTROL
 DV1877
 DV1877  NAD 83(1986)-  33 59 45.33823(N)    113 04 02.88765(W) AD(       ) 1
 DV1877  NAD 27      -  33 59 45.23600(N)    113 04 00.20500(W) AD(       ) 1
 DV1877  NGVD 29 (07/19/86)  944.0    (m)         3097.     (f) VERT ANG    3  
 DV1877
 DV1877.Superseded values are not recommended for survey control.
 DV1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1877.See file dsdata.txt to determine how the superseded data were derived.
 DV1877
 DV1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0904963631(NAD 83)
 DV1877_MARKER: DS = TRIANGULATION STATION DISK
 DV1877_SETTING: 66 = SET IN ROCK OUTCROP
 DV1877_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1877+STABILITY: POSITION/ELEVATION WELL
 DV1877
 DV1877  HISTORY     - Date     Condition        Report By
 DV1877  HISTORY     - 1924     MONUMENTED       CGS
 DV1877  HISTORY     - 1944     GOOD             CGS
 DV1877  HISTORY     - 1948     GOOD             CGS
 DV1877  HISTORY     - 1955     GOOD             CGS
 DV1877  HISTORY     - 1967     GOOD             USGS
 DV1877  HISTORY     - 1969     GOOD             USGS
 DV1877  HISTORY     - 1985     GOOD             AZDT
 DV1877
 DV1877                          STATION DESCRIPTION
 DV1877
 DV1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1877'STATION IS ABOUT 7 MILES NE OF AGUILA, 20 MILES W AND 3 MILES
 DV1877'N OF WICKENBURG, AND ABOUT 2 MILES NW OF FOREPAUGH, A STATION
 DV1877'ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.  IT IS ON
 DV1877'A PROMINENT DETACHED HILL VISIBLE FOR MILES ALONG THE
 DV1877'WICKENBURG-AGUILA ROAD, ON THE END OF THE RIDGE EXTENDING
 DV1877'N FROM THE HIGHEST PEAK, ABOUT 300 YARDS N OF AND 50 YARDS
 DV1877'LOWER THAN THE PEAK, AND 1/4 MILE S OF THE MARICOPA-YAVAPAI
 DV1877'COUNTY LINE.
 DV1877'
 DV1877'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 DV1877'OUTCROPPING BEDROCK.
 DV1877'
 DV1877'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 DV1877'IN A BOULDER.  IT IS 4.92 METERS (16.1 FEET) FROM STATION.
 DV1877
 DV1877                          STATION RECOVERY (1944)
 DV1877
 DV1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 DV1877'STATION IS 7 MILES (AIR LINE) ENE OF AGUILA AND 20 MILES (AIR
 DV1877'LINE) W OF WICKENBURG.  IT IS ON A PROMINENT DETACHED BUTTE
 DV1877'ABOUT 1/8 MILE N OF MAIN SUMMIT AND ABOUT 200 FEET BELOW IT,
 DV1877'ON THE FIRST ROCKY KNOLL ALONG THE SHOULDER.  THE BUTTE IS
 DV1877'ABOUT 1 MILE SE OF STATE HIGHWAY 71, ABOUT 4 MILES N OF U.S.
 DV1877'HIGHWAY 60 AND 70, NEAR THE JUNCTION OF THE TWO HIGHWAYS.
 DV1877'
 DV1877'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 DV1877'6 INCHES ABOVE THE SURROUNDING SURFACE AND IS 19 FEET N OF
 DV1877'THE HIGHEST POINT OF THE KNOLL.  IT WAS STAMPED FOREPAUGH 1924 BY
 DV1877'THIS PARTY.
 DV1877'
 DV1877'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 DV1877'PROJECTING 12 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 DV1877'ABOUT 22 INCHES HIGHER IN ELEVATION THAN STATION MARK.  IT
 DV1877'WAS STAMPED FOREPAUGH NO 1 1924 BY THIS PARTY.
 DV1877'
 DV1877'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK ESTABLISHED BY
 DV1877'THIS PARTY.  IT IS SET IN BEDROCK FLUSH WITH THE SURROUNDING
 DV1877'SURFACE AND IS STAMPED FOREPAUGH NO 2 1944.  IT IS AT ABOUT
 DV1877'THE SAME ELEVATION AS THE STATION MARK.
 DV1877'
 DV1877'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT IS A BRONZE
 DV1877'AZIMUTH DISK SET IN BEDROCK PROJECTING 24 INCHES ABOVE
 DV1877'THE SURROUNDING SURFACE, IS 10 FEET S OF A 2-FOOT CAIRN, AND IS
 DV1877'STAMPED FOREPAUGH 1944.  IT IS 1/4 MILE WNW OF THE MAIN SUMMIT
 DV1877'OF THE BUTTE, ON THE HIGHEST POINT OF A ROCKY OUTCROP ON
 DV1877'A RIDGE RUNNING IN THAT DIRECTION.
 DV1877'
 DV1877'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO N ON
 DV1877'STATE HIGHWAY 71 FOR 1.1 MILES TO A CATTLE GUARD AND BLADED
 DV1877'ROAD TO THE RIGHT (E).  TAKE RIGHT FORK FOR 0.9 MILE TO RANCH
 DV1877'BUILDINGS.  HERE TURN LEFT AND PASS TO THE RIGHT OF THE BUILDINGS
 DV1877'AND GO 0.1 MILE TO A WIRE GATE.  FOLLOW DIM TRACK ROAD TOWARD
 DV1877'THE S END OF PROMINENT BUTTE WHICH IS VISIBLE TO THE E FOR 5.3
 DV1877'MILES.  HERE TURN AND GO NE UP A SMALL VALLEY WITH LOW HILLS
 DV1877'ON THE LEFT AND THE MAIN BUTTE ON THE RIGHT FOR 0.9 MILE
 DV1877'CROSS COUNTRY TO THE END OF TRUCK TRAVEL AT A 40-FOOT WASH TO
 DV1877'THE N AND THE END OF A ROCKY RIDGE TO THE E.  FROM HERE PACK
 DV1877'ABOUT 1/4 MILE ENE INTO LOW SADDLE.  HERE TURN RIGHT (S)
 DV1877'ALONG THE RIDGE FOR ABOUT 1/8 MILE TO THE FIRST ROCKY
 DV1877'KNOLL ALONG THE SHOULDER RUNNING N FROM THE MAIN SUMMIT
 DV1877'AND THE STATION.
 DV1877
 DV1877                          STATION RECOVERY (1948)
 DV1877
 DV1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1877'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD
 DV1877'CONDITION.
 DV1877'
 DV1877'STATION LOCATED ABOUT 7 MILES AIR LINE NORTHEAST OF AGUILA, 6
 DV1877'MILES AIRLINE EAST OF STATE HIGHWAY 71, 4 MILES AIRLINE NORTH
 DV1877'OF U.S. HIGHWAY 60 AND 70 0.25 MILE SOUTH OF THE MARICOPA-YAVAPAI
 DV1877'COUNTY LINE, ON A PROMINENT DETACHED BUTTE ON THE END OF A
 DV1877'RIDGE EXTENDING NORTH FROM THE HIGHEST PEAK ABOUT 300 YARDS
 DV1877'NORTH OF AND 50 YARDS LOWER THAN THE PEAK, PROJECTS 6 INCHES,
 DV1877'AND STAMPED, FOREPAUGH 1924.
 DV1877'
 DV1877'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET HIGHER THAN STATION,
 DV1877'PROJECTS 12 INCHES, AND STAMPED,
 DV1877'FOREPAUGH NO 1 1924.
 DV1877'
 DV1877'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1877'STATION, SET FLUSH WITH GROUND, AND
 DV1877'STAMPED, FOREPAUGH NO 2 1944.
 DV1877'
 DV1877'AZIMUTH MARK IS ON HIGHEST POINT OF A ROCKY OUTCROP ON A RIDGE
 DV1877'RUNNING WESTERLY FROM HIGHEST POINT, 0.25 MILE WEST NORTHWEST
 DV1877'OF HIGHEST POINT OF MAIN BUTTE, 10 FEET SOUTH OF CAIRN, PROJECTS
 DV1877'ABOUT 18 INCHES, AND STAMPED, FOREPAUGH
 DV1877'1944.
 DV1877'
 DV1877'TO REACH FROM JUNCTION OF STATE HIGHWAY 71 AND U.S. HIGHWAY 60
 DV1877'AND 70 IN AGUILA, GO NORTH ON STATE HIGHWAY 71 FOR 1.1 MILE
 DV1877'TO CATTLE GUARD AND A BLADED ROAD RIGHT.  TURN RIGHT AND GO
 DV1877'0.9 MILE TO RANCH BUILDINGS ON LEFT.  KEEP TO RIGHT OF RANCH
 DV1877'BUILDINGS AND PROCEED TO A GATE IN A NORTH - SOUTH FENCE LINE.
 DV1877'PASS THROUGH GATE AND FOLLOW DIM TRACK ROAD FOR 1.4 MILE TO
 DV1877'FORK.  KEEP RIGHT FORK FOR 4.0 MILES.  TURN LEFT AND PICK
 DV1877'WAY UP SMALL VALLEY BETWEEN LOW HILLS ON LEFT AND THE MAIN
 DV1877'BUTTE ON RIGHT FOR 0.9 MILE TO A DEEP WASH AND END OF TRUCK
 DV1877'TRAVEL.  PACK EAST NORTHEAST TO LOW SADDLE.  THENCE SOUTH
 DV1877'ALONG RIDGE TO FIRST ROCKY KNOLL AND STATION AS DESCRIBED
 DV1877'ABOVE.  A THIRTY MINUTE PACK.
 DV1877'
 DV1877'OBSERVATION MADE FROM A 1.2 METER TRIPOD.
 DV1877
 DV1877                          STATION RECOVERY (1955)
 DV1877
 DV1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 DV1877'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  REVISED DIRECTIONS
 DV1877'TO REACH THE STATION FOLLOW--
 DV1877'
 DV1877'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND 70 AND STATE
 DV1877'HIGHWAY 71 EAST OF AGUILA GO NORTHEAST ON STATE HIGHWAY 71 FOR 8.3
 DV1877'MILES TO A TRACK ROAD CROSSING THE HIGHWAY.  TURN RIGHT (EAST)
 DV1877'ON THE TRACK ROAD FOR 0.95 MILE TO A FORK, TAKE THE LEFT FORK
 DV1877'FOR 0.05 MILE TO A FORK, TAKE THE LEFT FORK FOR 2.2 MILES
 DV1877'TO A FENCE.  TURN RIGHT AND DRIVE ALONG THE FENCE TO THE BASE
 DV1877'OF A BUTTE AND THE END OF TRUCK TRAVEL.  PACK UP TO SECOND
 DV1877'HIGHEST PEAK AND THE STATION.
 DV1877'
 DV1877'THE DESCRIPTION OF THE STATION SITE IN 1948 IS GOOD.
 DV1877
 DV1877                          STATION RECOVERY (1967)
 DV1877
 DV1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (CJH)
 DV1877'R.M. 1 IS DESTROYED.
 DV1877
 DV1877                          STATION RECOVERY (1969)
 DV1877
 DV1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JJW)
 DV1877'ALL MARKS ARE IN GOOD CONDITION.
 DV1877'
 DV1877'NEW TO REACH--TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND
 DV1877'ARIZONA STATE HIGHWAY 71, ABOUT 16.5 MI. NW. OF WICKENBURG GO SW. ON
 DV1877'ARIZONA STATE HIGHWAY 71 FOR 9.0 MI. TO DIRT RD. AND GATE ON LEFT.
 DV1877'PASS THROUGH GATE AND FOLLOW MAIN DIRT RD. FOR 1.0 MI. TO RD.
 DV1877'FORK.  TAKE RD. FORK LEFT AND GO 2.3 MI. TO GATE ON E.-W. FENCE.
 DV1877'PASS THROUGH GATE AND FOLLOW FENCE W. (RIGHT) FOR 0.02 MI. TO
 DV1877'GATE.  PASS THROUGH GATE AND GO WSW. FOR 0.9 MI.  CROSS-COUNTRY TO
 DV1877'LARGE WASH AT BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK W.
 DV1877'UP RIDGE ON N. SIDE OF DRAW TO LOWEST ONE OF TWO TOPS AND STATION.  A
 DV1877'45-MINUTE PACK.
 DV1877'
 DV1877'NOTE--A HELICOPTER COULD LAND ABOUT 100 FT. W. OF STATION.
 DV1877'
 DV1877'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK STAMPED NO 3
 DV1877'1969 SET IN A LARGE BOULDER, 1.2 FT. BELOW STATION MARK.
 DV1877
 DV1877                          STATION RECOVERY (1985)
 DV1877
 DV1877'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1877'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 DV1877'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1877'
 DV1877'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV1877'U.S. HIGHWAY 60 FOR 1.45 MILES TO THE JUNCTION WITH STATE ROUTE 71.
 DV1877'TURN LEFT ALONG STATE ROUTE 71 FOR 8.5 MILES TO A DIRT CROSS ROAD.
 DV1877'TURN RIGHT AND TRAVEL EAST FOR 1.0 MILE TO A FORK.  TAKE THE LEFT
 DV1877'FORK 2.3 MILES TO AN EAST-WEST FENCELINE AND A LOCKED GATE.  GO EAST
 DV1877'150 FEET TO AN UNLOCKED GATE.  PASS THROUGH GATE AND TRAVEL SOUTH FOR
 DV1877'150 FEET, THEN NORTHWEST FOR 500 FEET TO A GATE.  PASS THROUGH GATE
 DV1877'AND TRAVEL SOUTHWEST ACROSS COUNTRY FOR 0.9 MILE TO A LARGE WASH AT
 DV1877'THE BASE OF THE MOUNTAIN AND END OF TRUCK TRAVEL.  PACK WEST UP RIDGE
 DV1877'ALONG THE NORTH SIDE OF A DRAW TO THE NORTHERN AND LOWER OF TWO PEAKS
 DV1877'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0899 ***********************************************************************
 ET0899  DESIGNATION -  FOREST
 ET0899  PID         -  ET0899
 ET0899  STATE/COUNTY-  AZ/YAVAPAI
 ET0899  USGS QUAD   -  PAULDEN (1979)
 ET0899
 ET0899                         *CURRENT SURVEY CONTROL
 ET0899  ___________________________________________________________________
 ET0899* NAD 83(1992)-  34 56 01.23613(N)    112 26 12.26872(W)     ADJUSTED  
 ET0899* NAVD 88     -      1461.9    (meters)    4796.     (feet)  VERTCON   
 ET0899  ___________________________________________________________________
 ET0899  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 ET0899  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 ET0899  HORZ ORDER  -  SECOND
 ET0899
 ET0899.The horizontal coordinates were established by classical geodetic methods
 ET0899.and adjusted by the National Geodetic Survey in August 1993.
 ET0899
 ET0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0899
 ET0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0899
 ET0899.The geoid height was determined by GEOID03.
 ET0899
 ET0899;                    North         East     Units Scale Factor Converg.
 ET0899;SPC AZ C     -   436,340.523   165,849.586   MT  0.99992781   -0 17 52.1
 ET0899;SPC AZ C     - 1,431,563.40    544,125.94   iFT  0.99992781   -0 17 52.1
 ET0899;UTM  12      - 3,866,630.291   368,784.506   MT  0.99981220   -0 49 22.2
 ET0899
 ET0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0899!SPC AZ C     -   0.99977461  x   0.99992781  =   0.99970244
 ET0899!UTM  12      -   0.99977461  x   0.99981220  =   0.99958685
 ET0899
 ET0899:                Primary Azimuth Mark                     Grid Az
 ET0899:SPC AZ C     -  ABRA                                     015 03 27.0
 ET0899:UTM  12      -  ABRA                                     015 34 57.1
 ET0899
 ET0899|---------------------------------------------------------------------|
 ET0899| PID    Reference Object                     Distance      Geod. Az  |
 ET0899|                                                           dddmmss.s |
 ET0899| ET0897 ABRA                                APPROX. 1.2 KM 0144534.9 |
 ET0899| CH2304 FOREST RM 1                           9.908 METERS 02047     |
 ET0899| CH2305 FOREST RM 2                          11.662 METERS 27649     |
 ET0899|---------------------------------------------------------------------|
 ET0899
 ET0899                          SUPERSEDED SURVEY CONTROL
 ET0899
 ET0899  NAD 83(1986)-  34 56 01.23437(N)    112 26 12.26612(W) AD(       ) 2
 ET0899  NAD 27      -  34 56 01.16647(N)    112 26 09.65467(W) AD(       ) 2
 ET0899  NGVD 29 (07/19/86) 1461.1    (m)         4794.     (f) VERT ANG    3  
 ET0899
 ET0899.Superseded values are not recommended for survey control.
 ET0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0899.See file dsdata.txt to determine how the superseded data were derived.
 ET0899
 ET0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6878566630(NAD 83)
 ET0899_MARKER: DD = SURVEY DISK
 ET0899_SETTING: 80 = SET IN A BOULDER
 ET0899_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0899+STABILITY: SURFACE MOTION
 ET0899
 ET0899  HISTORY     - Date     Condition        Report By
 ET0899  HISTORY     - 1980     MONUMENTED       AZDT
 ET0899
 ET0899                          STATION DESCRIPTION
 ET0899
 ET0899'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0899'THE STATION IS LOCATED 3.9 MILES NORTHEAST OF PAULDEN ALONG THE WEST
 ET0899'SIDE OF U.S. HIGHWAY 89.
 ET0899'
 ET0899'THE STATION MARK IS AN ADOT DISK STAMPED FOREST 1980. IT IS SET IN A
 ET0899'DRILL HOLE IN A LARGE BOULDER, 103 FEET WEST OF THE CENTERLINE AND 3
 ET0899'FEET WEST OF THE FENCELINE.
 ET0899'
 ET0899'REFERENCE MARK 1 IS AN ADOT DISK STAMPED FOREST RM 1 1980.  IT IS SET
 ET0899'IN A DRILL HOLE IN A BOULDER, 18 FEET WEST OF THE FENCELINE.
 ET0899'
 ET0899'REFERENCE MARK 2 IS AN ADOT DISK STAMPED FOREST RM 2 1980.  IT IS SET
 ET0899'IN A DRILL HOLE IN A BOULDER, 28 FEET WEST OF THE FENCELINE.
 ET0899'
 ET0899'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 ET0899'U.S. HIGHWAY 89 FOR 3.9 MILES TO A ROCKY HIGHWAY CUT JUST BEFORE THE
 ET0899'CREST OF THE CUT AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0900 ***********************************************************************
 ES0900  DESIGNATION -  FOREST
 ES0900  PID         -  ES0900
 ES0900  STATE/COUNTY-  AZ/COCONINO
 ES0900  USGS QUAD   -  O W POINT (1990)
 ES0900
 ES0900                         *CURRENT SURVEY CONTROL
 ES0900  ___________________________________________________________________
 ES0900* NAD 83(1992)-  34 19 51.17299(N)    110 47 42.53718(W)     ADJUSTED  
 ES0900* NAVD 88     -      2295.2    (meters)    7530.     (feet)  VERTCON   
 ES0900  ___________________________________________________________________
 ES0900  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 ES0900  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0900  HORZ ORDER  -  SECOND
 ES0900
 ES0900.The horizontal coordinates were established by classical geodetic methods
 ES0900.and adjusted by the National Geodetic Survey in August 1993.
 ES0900
 ES0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0900
 ES0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0900
 ES0900.The geoid height was determined by GEOID03.
 ES0900
 ES0900;                    North         East     Units Scale Factor Converg.
 ES0900;SPC AZ C     -   369,922.991   316,559.787   MT  1.00003124   +0 37 57.2
 ES0900;SPC AZ C     - 1,213,658.11  1,038,581.98   iFT  1.00003124   +0 37 57.2
 ES0900;SPC AZ E     -   369,532.205   155,529.226   MT  0.99994121   -0 21 16.0
 ES0900;SPC AZ E     - 1,212,376.00    510,266.49   iFT  0.99994121   -0 21 16.0
 ES0900;UTM  12      - 3,798,863.438   518,843.876   MT  0.99960438   +0 06 55.9
 ES0900
 ES0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0900!SPC AZ C     -   0.99964358  x   1.00003124  =   0.99967481
 ES0900!SPC AZ E     -   0.99964358  x   0.99994121  =   0.99958481
 ES0900!UTM  12      -   0.99964358  x   0.99960438  =   0.99924810
 ES0900
 ES0900:                Primary Azimuth Mark                     Grid Az
 ES0900:SPC AZ C     -  ESTATES                                  090 00 24.4
 ES0900:SPC AZ E     -  ESTATES                                  090 59 37.6
 ES0900:UTM  12      -  ESTATES                                  090 31 25.7
 ES0900
 ES0900|---------------------------------------------------------------------|
 ES0900| PID    Reference Object                     Distance      Geod. Az  |
 ES0900|                                                           dddmmss.s |
 ES0900| ES0899 ESTATES                             APPROX. 0.9 KM 0903821.6 |
 ES0900|---------------------------------------------------------------------|
 ES0900
 ES0900                          SUPERSEDED SURVEY CONTROL
 ES0900
 ES0900  NAD 83(1986)-  34 19 51.16745(N)    110 47 42.54178(W) AD(       ) 2
 ES0900  NGVD 29 (08/03/87) 2294.2    (m)         7527.     (f) VERT ANG    3  
 ES0900
 ES0900.Superseded values are not recommended for survey control.
 ES0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0900.See file dsdata.txt to determine how the superseded data were derived.
 ES0900
 ES0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1884498863(NAD 83)
 ES0900_MARKER: DS = TRIANGULATION STATION DISK
 ES0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0900+STABILITY: SURFACE MOTION
 ES0900
 ES0900  HISTORY     - Date     Condition        Report By
 ES0900  HISTORY     - 1984     MONUMENTED       AZDT
 ES0900  HISTORY     - 19971011 GOOD             USPSQD
 ES0900  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0900
 ES0900                          STATION DESCRIPTION
 ES0900
 ES0900'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0900'THE STATION IS LOCATED 13-1/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0900'SIDE OF STATE ROUTE 260.
 ES0900'
 ES0900'THE STATION MARK IS AN AZDT DISK STAMPED---FOREST 1984---.  IT IS SET
 ES0900'IN TOP OF A 10 INCH CONCRETE MONUMENT 52 FEET NORTH OF THE CENTER LINE
 ES0900'OF THE HIGHWAY AND 4 FEET NORTH OF THE WITNESS POST.
 ES0900'
 ES0900'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0900'AND STATE ROUTE 260. TRAVEL SOUTHWEST ALONG SR 260 FOR 14.4 MILES TO
 ES0900'MILE POST 288.7 AND THE STATION ON THE RIGHT.  THIS IS 0.7 MILE BEYOND
 ES0900'MERZVILLE ROAD.
 ES0900
 ES0900                          STATION RECOVERY (1997)
 ES0900
 ES0900'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0900'RECOVERED IN GOOD CONDITION.
 ES0900
 ES0900                          STATION RECOVERY (2005)
 ES0900
 ES0900'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0310 ***********************************************************************
 CG0310  DESIGNATION -  FOREST SERVICE
 CG0310  PID         -  CG0310
 CG0310  STATE/COUNTY-  AZ/PIMA
 CG0310  USGS QUAD   -  GREEN VALLEY (1981)
 CG0310
 CG0310                         *CURRENT SURVEY CONTROL
 CG0310  ___________________________________________________________________
 CG0310* NAD 83(1986)-  31 46 54.     (N)    110 53 12.     (W)     SCALED    
 CG0310* NAVD 88     -      1120.71   (+/-2cm)    3676.9    (feet)  VERTCON   
 CG0310  ___________________________________________________________________
 CG0310  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CG0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0310
 CG0310.The horizontal coordinates were scaled from a topographic map and have
 CG0310.an estimated accuracy of +/- 6 seconds.
 CG0310
 CG0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0310.The vertical order pertains to the NGVD 29 superseded value.
 CG0310
 CG0310.The geoid height was determined by GEOID03.
 CG0310
 CG0310;                    North         East    Units  Estimated Accuracy
 CG0310;SPC AZ C     -    87,120.      310,910.      MT  (+/- 180 meters Scaled)
 CG0310
 CG0310                          SUPERSEDED SURVEY CONTROL
 CG0310
 CG0310  NGVD 29 (??/??/92) 1119.86   (m)         3674.1    (f) COMPUTED    2 0
 CG0310
 CG0310.Superseded values are not recommended for survey control.
 CG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0310.See file dsdata.txt to determine how the superseded data were derived.
 CG0310
 CG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA107162(NAD 83)
 CG0310_MARKER: DD = SURVEY DISK
 CG0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0310_SP_SET: BRIDGE
 CG0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0310+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0310
 CG0310  HISTORY     - Date     Condition        Report By
 CG0310  HISTORY     - UNK      MONUMENTED       USFS
 CG0310  HISTORY     - 1962     GOOD             NGS
 CG0310  HISTORY     - 20060316 GOOD             USPSQD
 CG0310
 CG0310                          STATION DESCRIPTION
 CG0310
 CG0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0310'7.7 MI SE FROM CONTINENTAL.
 CG0310'6.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, THENCE 0.8 MILE
 CG0310'SOUTH ON PAVED ROAD.  MARK IS SET IN THE NORTHEAST CORNER OF A
 CG0310'CONCRETE BRIDGE GUARD RAIL.
 CG0310
 CG0310                          STATION RECOVERY (2006)
 CG0310
 CG0310'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0309 ***********************************************************************
 CG0309  DESIGNATION -  FOREST SERVICE
 CG0309  PID         -  CG0309
 CG0309  STATE/COUNTY-  AZ/PIMA
 CG0309  USGS QUAD   -  GREEN VALLEY (1981)
 CG0309
 CG0309                         *CURRENT SURVEY CONTROL
 CG0309  ___________________________________________________________________
 CG0309* NAD 83(1986)-  31 47 05.     (N)    110 53 08.     (W)     SCALED    
 CG0309* NAVD 88     -      1115.55   (+/-2cm)    3659.9    (feet)  VERTCON   
 CG0309  ___________________________________________________________________
 CG0309  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CG0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0309
 CG0309.The horizontal coordinates were scaled from a topographic map and have
 CG0309.an estimated accuracy of +/- 6 seconds.
 CG0309
 CG0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0309.The vertical order pertains to the NGVD 29 superseded value.
 CG0309
 CG0309.The geoid height was determined by GEOID03.
 CG0309
 CG0309;                    North         East    Units  Estimated Accuracy
 CG0309;SPC AZ C     -    87,460.      311,010.      MT  (+/- 180 meters Scaled)
 CG0309
 CG0309                          SUPERSEDED SURVEY CONTROL
 CG0309
 CG0309  NGVD 29 (??/??/92) 1114.70   (m)         3657.1    (f) COMPUTED    2 0
 CG0309
 CG0309.Superseded values are not recommended for survey control.
 CG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0309.See file dsdata.txt to determine how the superseded data were derived.
 CG0309
 CG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA108165(NAD 83)
 CG0309_MARKER: DD = SURVEY DISK
 CG0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0309_SP_SET: BRIDGE
 CG0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0309+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0309
 CG0309  HISTORY     - Date     Condition        Report By
 CG0309  HISTORY     - UNK      MONUMENTED       USFS
 CG0309  HISTORY     - 1962     GOOD             NGS
 CG0309  HISTORY     - 20060316 GOOD             USPSQD
 CG0309
 CG0309                          STATION DESCRIPTION
 CG0309
 CG0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0309'7.5 MI SE FROM CONTINENTAL.
 CG0309'6.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, THENCE 0.55
 CG0309'MILE SOUTH ON PAVED ROAD.  MARK IS SET IN THE NORTHEAST CORNER OF A
 CG0309'CONCRETE BRIDGE GUARD RAIL.
 CG0309
 CG0309                          STATION RECOVERY (2006)
 CG0309
 CG0309'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0308 ***********************************************************************
 CG0308  DESIGNATION -  FOREST SERVICE
 CG0308  PID         -  CG0308
 CG0308  STATE/COUNTY-  AZ/PIMA
 CG0308  USGS QUAD   -  GREEN VALLEY (1981)
 CG0308
 CG0308                         *CURRENT SURVEY CONTROL
 CG0308  ___________________________________________________________________
 CG0308* NAD 83(1986)-  31 47 16.     (N)    110 53 03.     (W)     SCALED    
 CG0308* NAVD 88     -      1117.29   (+/-2cm)    3665.6    (feet)  VERTCON   
 CG0308  ___________________________________________________________________
 CG0308  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CG0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0308
 CG0308.The horizontal coordinates were scaled from a topographic map and have
 CG0308.an estimated accuracy of +/- 6 seconds.
 CG0308
 CG0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0308.The vertical order pertains to the NGVD 29 superseded value.
 CG0308
 CG0308.The geoid height was determined by GEOID03.
 CG0308
 CG0308;                    North         East    Units  Estimated Accuracy
 CG0308;SPC AZ C     -    87,800.      311,140.      MT  (+/- 180 meters Scaled)
 CG0308
 CG0308                          SUPERSEDED SURVEY CONTROL
 CG0308
 CG0308  NGVD 29 (??/??/92) 1116.45   (m)         3662.9    (f) COMPUTED    2 0
 CG0308
 CG0308.Superseded values are not recommended for survey control.
 CG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0308.See file dsdata.txt to determine how the superseded data were derived.
 CG0308
 CG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA109169(NAD 83)
 CG0308_MARKER: DD = SURVEY DISK
 CG0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0308_SP_SET: BRIDGE
 CG0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0308+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0308
 CG0308  HISTORY     - Date     Condition        Report By
 CG0308  HISTORY     - UNK      MONUMENTED       USFS
 CG0308  HISTORY     - 1962     GOOD             NGS
 CG0308  HISTORY     - 20060316 GOOD             USPSQD
 CG0308
 CG0308                          STATION DESCRIPTION
 CG0308
 CG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0308'7.3 MI SE FROM CONTINENTAL.
 CG0308'6.9 MILES SOUTHEAST ALONG A PAVED ROAD FROM CONTINENTAL, THENCE 0.35
 CG0308'MILE SOUTH ON PAVED ROAD.  THE MARK IS SET IN THE NORTHEAST CORNER OF
 CG0308'A CONCRETE BRIDGE GUARD RAIL WITH FS 3663.20 PAINTED ON IT.
 CG0308
 CG0308                          STATION RECOVERY (2006)
 CG0308
 CG0308'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0308'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0495 ***********************************************************************
 ER0495  DESIGNATION -  FORK
 ER0495  PID         -  ER0495
 ER0495  STATE/COUNTY-  AZ/APACHE
 ER0495  USGS QUAD   -  SALADO (1984)
 ER0495
 ER0495                         *CURRENT SURVEY CONTROL
 ER0495  ___________________________________________________________________
 ER0495* NAD 83(1992)-  34 24 11.56211(N)    109 24 37.27919(W)     ADJUSTED  
 ER0495* NAVD 88     -      1818.47   (+/-2cm)    5966.1    (feet)  VERTCON   
 ER0495  ___________________________________________________________________
 ER0495  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 ER0495  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0495  HORZ ORDER  -  SECOND
 ER0495  VERT ORDER  -  THIRD ? (See Below)
 ER0495
 ER0495.The horizontal coordinates were established by classical geodetic methods
 ER0495.and adjusted by the National Geodetic Survey in August 1993.
 ER0495
 ER0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0495.The vertical order pertains to the NGVD 29 superseded value.
 ER0495
 ER0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0495
 ER0495.The geoid height was determined by GEOID03.
 ER0495
 ER0495;                    North         East     Units Scale Factor Converg.
 ER0495;SPC AZ E     -   377,635.360   282,893.578   MT  0.99995958   +0 25 38.4
 ER0495;SPC AZ E     - 1,238,961.15    928,128.54   iFT  0.99995958   +0 25 38.4
 ER0495;UTM  12      - 3,808,010.148   646,109.824   MT  0.99986314   +0 53 54.0
 ER0495
 ER0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0495!SPC AZ E     -   0.99971825  x   0.99995958  =   0.99967784
 ER0495!UTM  12      -   0.99971825  x   0.99986314  =   0.99958143
 ER0495
 ER0495:                Primary Azimuth Mark                     Grid Az
 ER0495:SPC AZ E     -  BIG KNOLL RESET                          002 13 21.8
 ER0495:UTM  12      -  BIG KNOLL RESET                          001 45 06.2
 ER0495
 ER0495|---------------------------------------------------------------------|
 ER0495| PID    Reference Object                     Distance      Geod. Az  |
 ER0495|                                                           dddmmss.s |
 ER0495| ER0494 BIG KNOLL RESET                     APPROX. 8.6 KM 0023900.2 |
 ER0495| CD2902 FORK RM 2                            10.638 METERS 17449     |
 ER0495| CD2901 FORK RM 1                            10.727 METERS 35535     |
 ER0495|---------------------------------------------------------------------|
 ER0495
 ER0495                          SUPERSEDED SURVEY CONTROL
 ER0495
 ER0495  NAD 83(1986)-  34 24 11.56095(N)    109 24 37.28669(W) AD(       ) 2
 ER0495  NAD 27      -  34 24 11.42099(N)    109 24 34.93182(W) AD(       ) 2
 ER0495  NGVD 29 (07/19/86) 1817.62   (m)         5963.3    (f) LEVELING    3  
 ER0495
 ER0495.Superseded values are not recommended for survey control.
 ER0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0495.See file dsdata.txt to determine how the superseded data were derived.
 ER0495
 ER0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4611008010(NAD 83)
 ER0495_MARKER: DD = SURVEY DISK
 ER0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0495+STABILITY: SURFACE MOTION
 ER0495
 ER0495  HISTORY     - Date     Condition        Report By
 ER0495  HISTORY     - 1978     MONUMENTED       AZDT
 ER0495
 ER0495                          STATION DESCRIPTION
 ER0495
 ER0495'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0495'THE STATION IS ABOUT 8 MILES WEST-SOUTHWEST OF ST. JOHNS ALONG THE
 ER0495'EAST R/W OF U.S. HWY. 180-666 ABOVE A HWY. CUT-BANK.
 ER0495'
 ER0495'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---FORK 1978---AND IS
 ER0495'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 96 FEET EAST OF HWY.
 ER0495'CENTERLINE, 5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND MARKED WITH
 ER0495'A WITNESS POST AND SIGN 3.7 FEET TO THE EAST.
 ER0495'
 ER0495'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---FORK RM 2
 ER0495'1978---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4 FEET WEST
 ER0495'OF R/W FENCE.
 ER0495'
 ER0495'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---FORK RM 1
 ER0495'1978---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 4 FEET WEST OF R/W
 ER0495'FENCE LINE.
 ER0495'
 ER0495'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA HWY. 61 AND U.S.
 ER0495'HWY. 180-666 IN ST. JOHNS, TRAVEL SOUTH ON HWY. 180-666 FOR 8.21 MILES
 ER0495'TO MILE POST 377.11 AND THE STATION ON THE LEFT, EAST, ABOVE A HWY.
 ER0495'CUT AND EAST OF THE OLD ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0901 ***********************************************************************
 ES0901  DESIGNATION -  FORK
 ES0901  PID         -  ES0901
 ES0901  STATE/COUNTY-  AZ/NAVAJO
 ES0901  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0901
 ES0901                         *CURRENT SURVEY CONTROL
 ES0901  ___________________________________________________________________
 ES0901* NAD 83(1992)-  34 21 20.72987(N)    110 41 46.57008(W)     ADJUSTED  
 ES0901* NAVD 88     -      2190.7    (meters)    7187.     (feet)  VERTCON   
 ES0901  ___________________________________________________________________
 ES0901  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 ES0901  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0901  HORZ ORDER  -  SECOND
 ES0901
 ES0901.The horizontal coordinates were established by classical geodetic methods
 ES0901.and adjusted by the National Geodetic Survey in August 1993.
 ES0901
 ES0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0901
 ES0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0901
 ES0901.The geoid height was determined by GEOID03.
 ES0901
 ES0901;                    North         East     Units Scale Factor Converg.
 ES0901;SPC AZ E     -   372,239.672   164,642.289   MT  0.99992925   -0 17 56.0
 ES0901;SPC AZ E     - 1,221,258.77    540,164.99   iFT  0.99992925   -0 17 56.0
 ES0901;SPC AZ C     -   372,787.397   325,625.823   MT  1.00005531   +0 41 19.6
 ES0901;SPC AZ C     - 1,223,055.76  1,068,326.19   iFT  1.00005531   +0 41 19.6
 ES0901;UTM  12      - 3,801,644.676   527,931.433   MT  0.99960962   +0 10 17.1
 ES0901
 ES0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0901!SPC AZ E     -   0.99965997  x   0.99992925  =   0.99958924
 ES0901!SPC AZ C     -   0.99965997  x   1.00005531  =   0.99971526
 ES0901!UTM  12      -   0.99965997  x   0.99960962  =   0.99926972
 ES0901
 ES0901:                Primary Azimuth Mark                     Grid Az
 ES0901:SPC AZ E     -  LITTLE                                   020 52 41.2
 ES0901:SPC AZ C     -  LITTLE                                   019 53 25.6
 ES0901:UTM  12      -  LITTLE                                   020 24 28.1
 ES0901
 ES0901|---------------------------------------------------------------------|
 ES0901| PID    Reference Object                     Distance      Geod. Az  |
 ES0901|                                                           dddmmss.s |
 ES0901| ES0919 LITTLE                              APPROX. 0.6 KM 0203445.2 |
 ES0901| ES0888 BANK                                397.743 METERS 21730     |
 ES0901|---------------------------------------------------------------------|
 ES0901
 ES0901                          SUPERSEDED SURVEY CONTROL
 ES0901
 ES0901  NAD 83(1986)-  34 21 20.72382(N)    110 41 46.57488(W) AD(       ) 2
 ES0901  NGVD 29 (08/03/87) 2189.7    (m)         7184.     (f) VERT ANG    3  
 ES0901
 ES0901.Superseded values are not recommended for survey control.
 ES0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0901.See file dsdata.txt to determine how the superseded data were derived.
 ES0901
 ES0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2793101645(NAD 83)
 ES0901_MARKER: DS = TRIANGULATION STATION DISK
 ES0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0901+STABILITY: SURFACE MOTION
 ES0901
 ES0901  HISTORY     - Date     Condition        Report By
 ES0901  HISTORY     - 1984     MONUMENTED       AZDT
 ES0901  HISTORY     - 19971011 GOOD             USPSQD
 ES0901
 ES0901                          STATION DESCRIPTION
 ES0901
 ES0901'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0901'THE STATION IS LOCATED 7-3/4 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0901'SIDE OF STATE ROUTE 260.
 ES0901'
 ES0901'THE STATION MARK IS AN AZDT DISK STAMPED---FORK 1984---.  IT IS SET IN
 ES0901'TOP OF A 10 INCH CONCRETE MONUMENT 68 FEET NORTHWEST OF THE RIGHT OF
 ES0901'WAY FENCE, 49 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY AND 4 FEET
 ES0901'NORTHWEST OF THE WITNESS POST.
 ES0901'
 ES0901'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0901'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 9.05 MILES
 ES0901'TO MILEPOST 294.87 AND THE STATION ON THE LEFT.
 ES0901
 ES0901                          STATION RECOVERY (1997)
 ES0901
 ES0901'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1940 ***********************************************************************
 DU1940  DESIGNATION -  FORKS BUTTE
 DU1940  PID         -  DU1940
 DU1940  STATE/COUNTY-  AZ/GILA
 DU1940  USGS QUAD   -  FORKS BUTTE (1978)
 DU1940
 DU1940                         *CURRENT SURVEY CONTROL
 DU1940  ___________________________________________________________________
 DU1940* NAD 83(1992)-  33 43 31.77591(N)    110 12 48.15723(W)     ADJUSTED  
 DU1940* NAVD 88     -      1648.0    (meters)    5407.     (feet)  VERTCON   
 DU1940  ___________________________________________________________________
 DU1940  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DU1940  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DU1940  HORZ ORDER  -  THIRD
 DU1940
 DU1940.The horizontal coordinates were established by classical geodetic methods
 DU1940.and adjusted by the National Geodetic Survey in August 1993.
 DU1940
 DU1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1940
 DU1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1940
 DU1940.The geoid height was determined by GEOID03.
 DU1940
 DU1940;                    North         East     Units Scale Factor Converg.
 DU1940;SPC AZ E     -   302,209.617   209,031.276   MT  0.99990023   -0 01 33.4
 DU1940;SPC AZ E     -   991,501.37    685,798.15   iFT  0.99990023   -0 01 33.4
 DU1940;UTM  12      - 3,731,997.666   572,876.648   MT  0.99966547   +0 26 12.3
 DU1940
 DU1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1940!SPC AZ E     -   0.99974530  x   0.99990023  =   0.99964555
 DU1940!UTM  12      -   0.99974530  x   0.99966547  =   0.99941085
 DU1940
 DU1940:                Primary Azimuth Mark                     Grid Az
 DU1940:SPC AZ E     -  FORKS BUTTE AZ MK                        082 00 24.4
 DU1940:UTM  12      -  FORKS BUTTE AZ MK                        081 32 38.7
 DU1940
 DU1940|---------------------------------------------------------------------|
 DU1940| PID    Reference Object                     Distance      Geod. Az  |
 DU1940|                                                           dddmmss.s |
 DU1940| CD2903 FORKS BUTTE AZ MK                                  0815851.0 |
 DU1940| CD2904 FORKS BUTTE RM 1                      4.447 METERS 11604     |
 DU1940| CD2905 FORKS BUTTE RM 2                      6.291 METERS 21229     |
 DU1940|---------------------------------------------------------------------|
 DU1940
 DU1940                          SUPERSEDED SURVEY CONTROL
 DU1940
 DU1940  NAD 83(1986)-  33 43 31.77181(N)    110 12 48.16010(W) AD(       ) 3
 DU1940  NAD 27      -  33 43 31.57850(N)    110 12 45.78510(W) AD(       ) 3
 DU1940  NGVD 29 (07/19/86) 1647.3    (m)         5405.     (f) VERT ANG    3  
 DU1940
 DU1940.Superseded values are not recommended for survey control.
 DU1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1940.See file dsdata.txt to determine how the superseded data were derived.
 DU1940
 DU1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC7287731998(NAD 83)
 DU1940_MARKER: DS = TRIANGULATION STATION DISK
 DU1940_SETTING: 80 = SET IN A BOULDER
 DU1940_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1940
 DU1940  HISTORY     - Date     Condition        Report By
 DU1940  HISTORY     - 1958     MONUMENTED       CGS
 DU1940  HISTORY     - 1967     GOOD             AMS
 DU1940  HISTORY     - 1972     GOOD             AZHD
 DU1940  HISTORY     - 1973     GOOD             NGS
 DU1940
 DU1940                          STATION DESCRIPTION
 DU1940
 DU1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1940'THE STATION IS LOCATED ABOUT 17 MILES EAST OF THE SMALL SETTLEMENT
 DU1940'OF SENECA, 16 MILES SOUTHWEST OF WHITERIVER AND ON THE HIGHEST POINT
 DU1940'AND SUMMIT OF FORKS BUTTE, WHICH IS SITUATED BETWEEN THE WHITE
 DU1940'RIVER AND THE BLACK RIVER AND JUST EAST OF THEIR JUNCTION.  IT IS
 DU1940'3 FEET EAST OF A CAIRN AND SET ON THE HIGHEST POINT.  THE MARK
 DU1940'IS A STANDARD STATION DISK CEMENTED IN A DRILL HOLE IN AN
 DU1940'IRREGULAR SHAPED BOULDER, WHICH PROJECTS 3 INCHES ABOVE THE
 DU1940'SURFACE OF THE GROUND.  THE MARK IS STAMPED FORKS BUTTE 1958.
 DU1940'
 DU1940'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A CAIRN AND SET ABOUT 1 FOOT
 DU1940'LOWER THAN THE STATION.  THE MARK IS A STANDARD REFERENCE DISK
 DU1940'CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER, WHICH
 DU1940'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 DU1940'STAMPED FORKS BUTTE NO 1 1958.
 DU1940'
 DU1940'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A CAIRN AND SET ABOUT THE
 DU1940'SAME ELEVATION AS THE STATION.  THE MARK IS A STANDARD REFERENCE
 DU1940'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER,
 DU1940'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 DU1940'IS STAMPED FORKS BUTTE NO 2 1958.
 DU1940'
 DU1940'THE AZIMUTH MARK IS 10 FEET EAST OF THE CENTER OF A BLADED ROAD
 DU1940'AND 4 FEET EAST OF THE CENTER OF A BLADED ROAD AND 4 FEET WEST
 DU1940'OF A WITNESS POST.  THE MARK IS A STANDARD AZIMUTH DISK CEMENTED
 DU1940'IN A DRILL HOLE IN A LARGE BOULDER, WHICH PROJECTS ABOUT 4 FEET
 DU1940'ABOVE THE ROAD SURFACE.  THE MARK IS STAMPED FORKS BUTTE 1958.
 DU1940'
 DU1940'TO REACH THE STATION FROM THE MAIN STREET AND POST OFFICE IN
 DU1940'WHITERIVER, GO SOUTH ON STATE HIGHWAY 73 FOR 3.9 MILES TO A T
 DU1940'JUNCTION LEFT, KEEP RIGHT SOUTHWEST ON STATE HIGHWAY 73 FOR 7.75
 DU1940'MILES TO A SIDE ROAD LEFT JUST AFTER CROSSING WOODED BRIDGE,
 DU1940'TURN LEFT AND GO SOUTHERLY ON A BLADED ROAD FOR 5.5 MILES TO A
 DU1940'WOODED GATE, PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE TO A
 DU1940'WOODED GATE, PASS THROUGH GATE AND CONTINUE FOR 0.3 MILE TO A
 DU1940'BRIDGE OVER THE WHITE RIVER, CONTINUE ON DIRT ROAD UP GRADE
 DU1940'FOR 1.1 MILES TO A WOODED GATE, PASS THROUGH GATE AND CONTINUE FOR
 DU1940'2.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DU1940'CONTINUE ON BLADED ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT AND
 DU1940'A 6-INCH TRIANGULAR BLAZED TREE, TURN RIGHT ON TRACK ROAD AND GO
 DU1940'0.05 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK WEST ALONG
 DU1940'STOCK TRAIL, THENCE UP HILL AND FOLLOW TOP OF RIDGE TO THE
 DU1940'HIGHEST POINT AND STATION AS DESCRIBED.
 DU1940'
 DU1940'(1 HOUR PACK)
 DU1940'
 DU1940'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DU1940
 DU1940                          STATION RECOVERY (1967)
 DU1940
 DU1940'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1940'STATION FORKS BUTTE IS LOCATED APPROXIMATELY 19.0 AIRMILES (SSE) OF
 DU1940'CARRIZO, ARIZONA AND 16.0 AIRMILES (SW) OF WHITERIVER, ARIZONA.
 DU1940'
 DU1940'TO REACH THE STATION FROM THE P.O. IN WHITERIVER GO (S) ON HWY
 DU1940'73 FOR 11.4 MI TO A SIDE ROAD ON LEFT (S) JUST AFTER CROSSING A
 DU1940'BRIDGE, TURN LEFT AND PROCEED IN SOUTHERLY DIRECTION ON BLADED ROAD
 DU1940'FOR 6.2 MI TO A BRIDGE OVER THE WHITERIVER, CONTINUE ON BLADED
 DU1940'ROAD FOR 1.8 MI TO A FORK IN ROAD, TAKE RIGHT FORK AND CONTINUE
 DU1940'1.4 MI TO FORKS BUTTE AZIMUTH MARK, CONTINUE ON ROAD FOR 0.6 MI
 DU1940'TO A SIDE ROAD RIGHT, TAKE RIGHT SIDE ROAD FOR 0.1 MI TO END OF
 DU1940'JEEP TRAVEL.  FROM HERE PACK (W) AND FOLLOW RIDGE TO THE HIGHEST
 DU1940'POINT ON FORKS BUTTE AND THE STATION.  PACK TIME WITH
 DU1940'HEAVY LOAD IS 45 MINUTES.
 DU1940'
 DU1940'THE STATION IS LOCATED AT THE HIGHEST POINT ON THE SUMMIT OF
 DU1940'FORKS BUTTE.  THE MARK IS A STANDARD USC AND GS BRONZE DISK
 DU1940'CEMENTED IN ROCK PROJECTING ABOUT 2 INCHES AND STAMPED FORKS BUTTE
 DU1940'1958.
 DU1940'
 DU1940'THE AZIMUTH MARK IS LOCATED 10.0 FT (E) OF ROAD CENTERLINE IN A
 DU1940'LARGE BOULDER APPROXIMATELY 4.0 FT ABOVE ROAD LEVEL.  THE MARK IS
 DU1940'A STANDARD USC AND GS AZIMUTH DISK CEMENTED IN ROCK AND STAMPED
 DU1940'FORKS BUTTE 1958.
 DU1940'
 DU1940'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU1940'PROJECTING 1 INCH AND STAMPED FORKS BUTTE NO 1 1958.  FROM THE
 DU1940'STATION IT IS (E) ON A MAG AZ OF 116 DEG AT A DISTANCE OF 4.46M
 DU1940'AND A DE OF -1.0 FT.
 DU1940'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK AT
 DU1940'SAME ELEVATION AS THE STATION AND STAMPED FORKS BUTTE NO 2 1958.
 DU1940'FROM THE STATION IT IS (S) ON A MAG AZ OF 210 DEG AT A DISTANCE OF
 DU1940'6.28M AND PROTRUDING 2 INCHES ABOVE SURFACE OF GROUND.
 DU1940'
 DU1940'THE CONDITION OF ALL MARKS RECOVERED WAS EXCELLENT.
 DU1940'
 DU1940'THE VIEW FROM THE HEIGHT OF TRIPOD IS UNOBSTRUCTED IN ALL DIRECTIONS.
 DU1940
 DU1940                          STATION RECOVERY (1972)
 DU1940
 DU1940'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1940'GENERAL LOCATION FORT APACHE INDIAN RESERVATION (ABOUT 17 MILES
 DU1940'EAST OF SENECA)
 DU1940'
 DU1940'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1940'
 DU1940'STATION MARK STD. USC AND GS B.C. STAMPED FORKS BUTTE 1958
 DU1940'
 DU1940'REFERENCE MARKS NO. 1 USC AND GS S.T.D. B.C. STAMPED FORKS
 DU1940'BUTTE 1958 UNABLE TO LOCATE NO. 2
 DU1940
 DU1940                          STATION RECOVERY (1973)
 DU1940
 DU1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU1940'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DU1940'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE ROUTE TO THE STATION
 DU1940'IS ADEQUATE.  IT WAS NOTED THAT THE AZIMUTH MARK IS ON THE INSIDE
 DU1940'OF A CURVE IN 5 FOOT LEDGE OF BEDROCK WHICH IS ABOUT 200 FEET PAST
 DU1940'BENCH MARK Y 43 1934.  THE BENCH MARK HAS A TARGET POLE ON IT AT
 DU1940'THIS TIME.
 DU1940'
 DU1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 DU1940'SOUTHEAST OF WHITERIVER
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0933 ***********************************************************************
 ET0933  DESIGNATION -  FORT
 ET0933  PID         -  ET0933
 ET0933  STATE/COUNTY-  AZ/YAVAPAI
 ET0933  USGS QUAD   -  BUMBLE BEE (1969)
 ET0933
 ET0933                         *CURRENT SURVEY CONTROL
 ET0933  ___________________________________________________________________
 ET0933* NAD 83(1992)-  34 08 06.83163(N)    112 09 16.92766(W)     ADJUSTED  
 ET0933* NAVD 88     -       935.6    (meters)    3070.     (feet)  VERTCON   
 ET0933  ___________________________________________________________________
 ET0933  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ET0933  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 ET0933  HORZ ORDER  -  SECOND
 ET0933
 ET0933.The horizontal coordinates were established by classical geodetic methods
 ET0933.and adjusted by the National Geodetic Survey in August 1993.
 ET0933
 ET0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0933
 ET0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0933
 ET0933.The geoid height was determined by GEOID03.
 ET0933
 ET0933;                    North         East     Units Scale Factor Converg.
 ET0933;SPC AZ C     -   347,678.252   191,406.226   MT  0.99990594   -0 08 00.9
 ET0933;SPC AZ C     - 1,140,676.68    627,973.18   iFT  0.99990594   -0 08 00.9
 ET0933;UTM  12      - 3,777,752.360   393,532.346   MT  0.99973973   -0 38 52.9
 ET0933
 ET0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0933!SPC AZ C     -   0.99985750  x   0.99990594  =   0.99976346
 ET0933!UTM  12      -   0.99985750  x   0.99973973  =   0.99959727
 ET0933
 ET0933:                Primary Azimuth Mark                     Grid Az
 ET0933:SPC AZ C     -  A 2                                      018 59 52.5
 ET0933:UTM  12      -  A 2                                      019 30 44.5
 ET0933
 ET0933|---------------------------------------------------------------------|
 ET0933| PID    Reference Object                     Distance      Geod. Az  |
 ET0933|                                                           dddmmss.s |
 ET0933| ET0932 A 2                                 APPROX. 1.8 KM 0185151.6 |
 ET0933| CH2307 FORT RM 1                             8.023 METERS 18045     |
 ET0933| CH2308 FORT RM 2                             6.473 METERS 25942     |
 ET0933|---------------------------------------------------------------------|
 ET0933
 ET0933                          SUPERSEDED SURVEY CONTROL
 ET0933
 ET0933  NAD 83(1986)-  34 08 06.82607(N)    112 09 16.92911(W) AD(       ) 2
 ET0933  NAD 27      -  34 08 06.70510(N)    112 09 14.35160(W) AD(       ) 2
 ET0933  NGVD 29 (07/19/86)  935.0    (m)         3068.     (f) VERT ANG    3  
 ET0933
 ET0933.Superseded values are not recommended for survey control.
 ET0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0933.See file dsdata.txt to determine how the superseded data were derived.
 ET0933
 ET0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9353277752(NAD 83)
 ET0933_MARKER: DS = TRIANGULATION STATION DISK
 ET0933_SETTING: 80 = SET IN A BOULDER
 ET0933_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0933+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0933
 ET0933  HISTORY     - Date     Condition        Report By
 ET0933  HISTORY     - 1959     MONUMENTED       CGS
 ET0933  HISTORY     - 20080817 GOOD             GEOCAC
 ET0933
 ET0933                          STATION DESCRIPTION
 ET0933
 ET0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0933'THE STATION IS ABOUT 5 MILES NORTH OF BLACK CANYON, 1 MILE
 ET0933'EAST OF BLACK CANYON CREEK, 1/2 MILE WEST OF ARIZONA STATE
 ET0933'HIGHWAY 69 AND JUST SOUTH OF THE RUINS OF AN ANCIENT INDIAN
 ET0933'PUEBLO WHICH IS ON THE NORTH END OF A HIGH, PROMINENT, NORTH-SOUTH
 ET0933'RIDGE.
 ET0933'
 ET0933'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0933'GO NORTH ON STATE HIGHWAY 69 FOR 5.3 MILES TO THE NORTH END
 ET0933'OF A LARGE FILL AND THE END OF TRUCK TRAVEL.  PACK WEST AND
 ET0933'THEN SOUTH UP AND AROUND SEVERAL WASHES TO THE TOP OF THE RIDGE
 ET0933'AND THE STATION.
 ET0933'
 ET0933'THE STATION MARK IS A STANDARD DISK, STAMPED FORT 1958, CEMENTED
 ET0933'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES.  IT IS
 ET0933'46 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD PUEBLO AND IS
 ET0933'18 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 ET0933'
 ET0933'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FORT NO 1 1958,
 ET0933'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET
 ET0933'AND IS 27 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 ET0933'
 ET0933'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FORT NO 2
 ET0933'1958, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 ET0933'3 FEET AND IS 23 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 ET0933'
 ET0933'TRIANGULATION STATION A 2 CAN BE USED FOR AN AZIMUTH MARK.
 ET0933'(SEE DESCRIPTION THEREOF).
 ET0933
 ET0933                          STATION RECOVERY (2008)
 ET0933
 ET0933'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0933'RECOVERED AS DESCRIBED, IN GOOD CONDITION. APPROACHED FROM THE
 ET0933'SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0799 ***********************************************************************
 DT0799  DESIGNATION -  FORT
 DT0799  PID         -  DT0799
 DT0799  STATE/COUNTY-  AZ/NAVAJO
 DT0799  USGS QUAD   -  WHITERIVER (1984)
 DT0799
 DT0799                         *CURRENT SURVEY CONTROL
 DT0799  ___________________________________________________________________
 DT0799* NAD 83(1992)-  33 45 51.74502(N)    109 57 43.74252(W)     ADJUSTED  
 DT0799* NAVD 88     -      1944.35   (+/-2cm)    6379.1    (feet)  VERTCON   
 DT0799  ___________________________________________________________________
 DT0799  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 DT0799  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DT0799  HORZ ORDER  -  THIRD
 DT0799  VERT ORDER  -  THIRD ? (See Below)
 DT0799
 DT0799.The horizontal coordinates were established by classical geodetic methods
 DT0799.and adjusted by the National Geodetic Survey in August 1993.
 DT0799
 DT0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0799.The vertical order pertains to the NGVD 29 superseded value.
 DT0799
 DT0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0799
 DT0799.The geoid height was determined by GEOID03.
 DT0799
 DT0799;                    North         East     Units Scale Factor Converg.
 DT0799;SPC AZ E     -   306,539.515   232,304.293   MT  0.99990442   +0 06 49.2
 DT0799;SPC AZ E     - 1,005,707.07    762,153.19   iFT  0.99990442   +0 06 49.2
 DT0799;UTM  12      - 3,736,514.503   596,108.978   MT  0.99971387   +0 34 36.7
 DT0799
 DT0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0799!SPC AZ E     -   0.99969868  x   0.99990442  =   0.99960313
 DT0799!UTM  12      -   0.99969868  x   0.99971387  =   0.99941263
 DT0799
 DT0799|---------------------------------------------------------------------|
 DT0799| PID    Reference Object                     Distance      Geod. Az  |
 DT0799|                                                           dddmmss.s |
 DT0799| CD2910 FORT RM 1                            14.251 METERS 06654     |
 DT0799| CD2909 FORT AZ MK                                         1381826.9 |
 DT0799| CD2911 FORT RM 2                            18.018 METERS 19857     |
 DT0799|---------------------------------------------------------------------|
 DT0799
 DT0799                          SUPERSEDED SURVEY CONTROL
 DT0799
 DT0799  NAD 83(1986)-  33 45 51.74145(N)    109 57 43.74566(W) AD(       ) 3
 DT0799  NAD 27      -  33 45 51.53460(N)    109 57 41.38560(W) AD(       ) 3
 DT0799  NGVD 29 (07/19/86) 1943.58   (m)         6376.6    (f) LEVELING    3  
 DT0799
 DT0799.Superseded values are not recommended for survey control.
 DT0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0799.See file dsdata.txt to determine how the superseded data were derived.
 DT0799
 DT0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9610936515(NAD 83)
 DT0799_MARKER: DS = TRIANGULATION STATION DISK
 DT0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0799+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 DT0799
 DT0799  HISTORY     - Date     Condition        Report By
 DT0799  HISTORY     - 1958     MONUMENTED       CGS
 DT0799  HISTORY     - 1967     GOOD             CGS
 DT0799  HISTORY     - 1972     GOOD             AZHD
 DT0799  HISTORY     - 20070502 GOOD             INDIV
 DT0799
 DT0799                          STATION DESCRIPTION
 DT0799
 DT0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0799'THE STATION IS LOCATED 7 MILES AIRLINE SOUTH OF WHITERIVER,
 DT0799'4 MILES AIRLINE SOUTH-SOUTHEAST OF FORT APACHE AND 75 YARDS
 DT0799'SOUTH OF THE NORTH RIM OF THE MESA.  IT IS 4 FEET EAST OF A
 DT0799'WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH ABOVE THE SURFACE
 DT0799'OF THE GROUND AND IS STAMPED FORT 1958.
 DT0799'
 DT0799'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 DT0799'A DRILL HOLE IN A SMALL BOULDER.  THE BOULDER PROJECTS 3 INCHES
 DT0799'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED FORT NO 1 1958.
 DT0799'
 DT0799'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 DT0799'A DRILL HOLE IN A SMALL BOULDER.  THE BOULDER PROJECTS 3
 DT0799'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED FORT NO 2
 DT0799'1958.
 DT0799'
 DT0799'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 DT0799'AND 3 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  THE
 DT0799'MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS
 DT0799'STAMPED FORT 1958.
 DT0799'
 DT0799'TO REACH THE STATION FROM THE POST OFFICE IN WHITERIVER GO SOUTH
 DT0799'ON STATE HIGHWAY 73 FOR 3.7 MILES TO A SIDE ROAD LEFT.  TURN
 DT0799'LEFT ON THE OIL ROAD PASSING THROUGH FORT APACHE AND GO 2.35
 DT0799'MILES TO A SIDE ROAD RIGHT AND A SIGN MAVERICK TONTO LAKE.  TURN
 DT0799'RIGHT AND GO 4 MILES TO A TRACK ROAD RIGHT JUST AFTER REACHING
 DT0799'THE TOP OF THE MESA.  TURN RIGHT ON THE TRACK ROAD AND GO 0.25
 DT0799'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM THE
 DT0799'AZIMUTH MARK CONTINUE STRAIGHT AHEAD, WEST ON THE TRACK ROAD
 DT0799'AND GO 0.15 MILE THENCE TURN RIGHT, NORTH AND GO 0.05 MILE TO
 DT0799'THE STATION AS DESCRIBED.
 DT0799'
 DT0799'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 DT0799
 DT0799                          STATION RECOVERY (1967)
 DT0799
 DT0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DT0799'THE STATION MARK, REFERENCE NUMBER 1, REFERENCE MARK
 DT0799'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DT0799'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DT0799'
 DT0799'TO REACH THE STATION FROM THE POST OFFICE IN WHITERIVER, GO
 DT0799'SOUTH ON STATE HIGHWAY 73 FOR 3.8 MILES TO A SIDE ROAD LEFT AND
 DT0799'SIGN FT. APACHE-MAVERICK.  TURN LEFT AND GO EAST ON THE MAIN
 DT0799'PAVED ROAD FOR 2.3 MILES TO A SIDE ROAD RIGHT AND SIGN TONTO
 DT0799'LAKE-MAVERICK.  TURN RIGHT AND GO SOUTHERLY ON 7 MILE ROAD
 DT0799'FOR 4.0 MILES TO THE TOP OF THE RIDGE AND A SIDE ROAD RIGHT.
 DT0799'TURN RIGHT AND GO NORTHERLY ON A TRACK ROAD FOR 0.2 MILE TO THE
 DT0799'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY ON THE TRACK ROAD
 DT0799'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 DT0799'NORTHERLY ON THE TRACK ROAD FOR 0.2 MILE AND THE STATION ON THE
 DT0799'LEFT.
 DT0799'
 DT0799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 DT0799'SOUTH OF WHITERIVER, 3.0 MILES SOUTH OF FORT APACHE, 2.5 MILES
 DT0799'EAST-SOUTHEAST OF STATE HIGHWAY 73 AND 0.4 MILE WEST OF 7 MILE
 DT0799'ROAD.
 DT0799
 DT0799                          STATION RECOVERY (1972)
 DT0799
 DT0799'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ARD)
 DT0799'GENERAL LOCATION AS PER DESCRIPTION
 DT0799'
 DT0799'TO REACH AS PER DESCRIPTION WITH FOLLOWING CORRECTION TO LAST
 DT0799'SENTENCE.  TURN RIGHT AND GO 3.6 MILES TO A CATTLEGUARD.
 DT0799'CROSS C.G. AND TURN HARD RT TO OLD ABANDONED ROAD AND CONTINUE
 DT0799'0.4 MILE TO TOP OF HILL TRACKS FOR 0.25 MI. TO AZ. ON LEFT.
 DT0799'CONTINUE FOR 0.15 MI. TO THE STA.
 DT0799'
 DT0799'STATION MARK AS PER DESCRIP
 DT0799'
 DT0799'REFERENCE MARKS R.M. 1 AND R.M. 2 GOOD
 DT0799'
 DT0799'AZIMUTH MARK GOOD
 DT0799'
 DT0799'TRACKS FOR 0.25 MI TO AZ ON LEFT.  CONTINUE FOR 0.15 TO THE STA.
 DT0799
 DT0799                          STATION RECOVERY (2007)
 DT0799
 DT0799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (FGS)
 DT0799'NEW ROADS IN THE AREA MAKE RECOVERY TRICKY. FORT IS EXTANT AND OBVIOUS
 DT0799'AT END OF ROAD ON QUAD SHEET WHITERIVER. BOTH RM'S ALSO EXTANT AND
 DT0799'OBVIOUS, AZIMUTH MARK NOW ON NORTHEAST EDGE OF ROAD (ROAD WAS BLADED
 DT0799'TO NEW POSITION.) GEODETIC COORDINATES OF AZIMUTH MARK ARE N33 45
 DT0799'45.13, W109 57 36.69. GROUND DISTANCE TO AZIMUTH MARK FROM FORT 895.63
 DT0799'FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0956 ***********************************************************************
 ES0956  DESIGNATION -  FORT 2
 ES0956  PID         -  ES0956
 ES0956  STATE/COUNTY-  AZ/NAVAJO
 ES0956  USGS QUAD   -  OAK CREEK RANCH (1977)
 ES0956
 ES0956                         *CURRENT SURVEY CONTROL
 ES0956  ___________________________________________________________________
 ES0956* NAD 83(1992)-  34 03 09.07638(N)    110 40 58.97023(W)     ADJUSTED  
 ES0956* NAVD 88     -      1818.0    (meters)    5965.     (feet)  VERTCON   
 ES0956  ___________________________________________________________________
 ES0956  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 ES0956  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ES0956  HORZ ORDER  -  THIRD
 ES0956
 ES0956.The horizontal coordinates were established by classical geodetic methods
 ES0956.and adjusted by the National Geodetic Survey in August 1993.
 ES0956
 ES0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0956
 ES0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0956
 ES0956.The geoid height was determined by GEOID03.
 ES0956
 ES0956;                    North         East     Units Scale Factor Converg.
 ES0956;SPC AZ E     -   338,599.363   165,688.192   MT  0.99992801   -0 17 21.0
 ES0956;SPC AZ E     - 1,110,890.30    543,596.43   iFT  0.99992801   -0 17 21.0
 ES0956;UTM  12      - 3,768,024.756   529,251.926   MT  0.99961055   +0 10 38.9
 ES0956
 ES0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0956!SPC AZ E     -   0.99971858  x   0.99992801  =   0.99964661
 ES0956!UTM  12      -   0.99971858  x   0.99961055  =   0.99932924
 ES0956
 ES0956:                Primary Azimuth Mark                     Grid Az
 ES0956:SPC AZ E     -  MID                                      258 28 02.6
 ES0956:UTM  12      -  MID                                      258 00 02.7
 ES0956
 ES0956|---------------------------------------------------------------------|
 ES0956| PID    Reference Object                     Distance      Geod. Az  |
 ES0956|                                                           dddmmss.s |
 ES0956| ES0957 MID                                 APPROX. 9.7 KM 2581041.6 |
 ES0956|---------------------------------------------------------------------|
 ES0956
 ES0956                          SUPERSEDED SURVEY CONTROL
 ES0956
 ES0956  NAD 83(1986)-  34 03 09.07082(N)    110 40 58.97398(W) AD(       ) 3
 ES0956  NGVD 29 (09/20/88) 1817.2    (m)         5962.     (f) VERT ANG    3  
 ES0956
 ES0956.Superseded values are not recommended for survey control.
 ES0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0956.See file dsdata.txt to determine how the superseded data were derived.
 ES0956
 ES0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2925268025(NAD 83)
 ES0956_MARKER: DS = TRIANGULATION STATION DISK
 ES0956_SETTING: 66 = SET IN ROCK OUTCROP
 ES0956_SP_SET: SET IN ROCK OUTCROP
 ES0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0956+STABILITY: POSITION/ELEVATION WELL
 ES0956
 ES0956  HISTORY     - Date     Condition        Report By
 ES0956  HISTORY     - 1946     MONUMENTED       USGS
 ES0956  HISTORY     - 1960     GOOD             USGS
 ES0956
 ES0956                          STATION DESCRIPTION
 ES0956
 ES0956'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 ES0956'LOCATED ABOUT 17 MI E. OF YOUNG, ABOUT 12 MI W. OF CIBECUE, ABOUT
 ES0956'3 MI SW. OF GRASSHOPPER.  ON HIGHEST POINT OF N.-S., ROCKY RIDGE
 ES0956'OVERLOOKING OAK CREEK TO THE W.
 ES0956'
 ES0956'TO REACH FROM GRASSHOPPER, DRIVE 0.1 MI W. TO BOARD GATE.  TURN
 ES0956'LEFT 3.8 MI S. TO WATER TANK.  GO ON FOOT W. TO SUMMIT OF RIDGE
 ES0956'AND STATION.
 ES0956'
 ES0956'STATION MARK--STANDARD TABLET STAMPED---FORT 2 1946---, CEMENTED IN
 ES0956'ROCK OUTCROP FLUSH WITH GROUND.
 ES0956'
 ES0956'RMS--NONE SET.
 ES0956
 ES0956                          STATION RECOVERY (1960)
 ES0956
 ES0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0956'RECOVERED AS DESCRIBED BY USGS.  STATION MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0963 ***********************************************************************
 CG0963  DESIGNATION -  FORT HUACHUCA
 CG0963  PID         -  CG0963
 CG0963  STATE/COUNTY-  AZ/COCHISE
 CG0963  USGS QUAD   -  FORT HUACHUCA (1983)
 CG0963
 CG0963                         *CURRENT SURVEY CONTROL
 CG0963  ___________________________________________________________________
 CG0963* NAD 83(1992)-  31 33 11.09760(N)    110 21 36.45188(W)     ADJUSTED  
 CG0963* NAVD 88     -      1522.     (meters)    4993.     (feet)  SCALED    
 CG0963  ___________________________________________________________________
 CG0963  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CG0963  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CG0963  HORZ ORDER  -  FIRST
 CG0963
 CG0963.The horizontal coordinates were established by classical geodetic methods
 CG0963.and adjusted by the National Geodetic Survey in August 1993.
 CG0963
 CG0963.The orthometric height was scaled from a topographic map.
 CG0963
 CG0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0963
 CG0963.The geoid height was determined by GEOID03.
 CG0963
 CG0963;                    North         East     Units Scale Factor Converg.
 CG0963;SPC AZ E     -    61,332.710   194,993.172   MT  0.99990416   -0 06 04.4
 CG0963;SPC AZ E     -   201,222.80    639,741.38   iFT  0.99990416   -0 06 04.4
 CG0963;SPC AZ C     -    62,367.104   361,144.921   MT  1.00016930   +0 48 52.8
 CG0963;SPC AZ C     -   204,616.48  1,184,858.66   iFT  1.00016930   +0 48 52.8
 CG0963;UTM  12      - 3,491,077.485   560,731.464   MT  0.99964549   +0 20 05.5
 CG0963
 CG0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0963!SPC AZ E     -   0.99976546  x   0.99990416  =   0.99966965
 CG0963!SPC AZ C     -   0.99976546  x   1.00016930  =   0.99993473
 CG0963!UTM  12      -   0.99976546  x   0.99964549  =   0.99941104
 CG0963
 CG0963|---------------------------------------------------------------------|
 CG0963| PID    Reference Object                     Distance      Geod. Az  |
 CG0963|                                                           dddmmss.s |
 CG0963| CC7416 FORT HUACHUCA RM 1                    6.791 METERS 02228     |
 CG0963| CC7417 FORT HUACHUCA RM 2                    6.801 METERS 24146     |
 CG0963| CG0965 BABOCOMARI                          APPROX.13.8 KM 3261634.4 |
 CG0963| CC7415 FORT HUACHUCA AZ MK                                3472214.2 |
 CG0963|---------------------------------------------------------------------|
 CG0963
 CG0963                          SUPERSEDED SURVEY CONTROL
 CG0963
 CG0963  NAD 83(1986)-  31 33 11.08890(N)    110 21 36.44374(W) AD(       ) 1
 CG0963  NAD 27      -  31 33 10.74900(N)    110 21 34.14300(W) AD(       ) 1
 CG0963
 CG0963.Superseded values are not recommended for survey control.
 CG0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0963.See file dsdata.txt to determine how the superseded data were derived.
 CG0963
 CG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6073191077(NAD 83)
 CG0963_MARKER: DS = TRIANGULATION STATION DISK
 CG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0963
 CG0963  HISTORY     - Date     Condition        Report By
 CG0963  HISTORY     - 1938     MONUMENTED       CGS
 CG0963  HISTORY     - 1947     POOR             CGS
 CG0963  HISTORY     - 1954     POOR             CGS
 CG0963  HISTORY     - 1960     MARK NOT FOUND   CGS
 CG0963
 CG0963                          STATION DESCRIPTION
 CG0963
 CG0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0963'STATION IS ON THE GROUNDS OF FORT HUACHUCA, A U.S. ARMY POST,
 CG0963'ABOUT 0.1 MILE S OF THE E RADIO TOWER NEAR THE E CORNER OF THE
 CG0963'N PARADE GROUNDS, AND 0.11 MILE SW OF THE FORT HUACHUCA RAILROAD
 CG0963'STATION.  THIS IS AT THE MAIN INTERSECTION AT THE ENTRANCE
 CG0963'TO THE FORT PROPER AT THE CORNER OF MIZNER AVENUE AND WINROW
 CG0963'STREET.  A LARGE SIGN ACROSS THE STREET FROM THE STATION
 CG0963'READS TRUCKS NOW ALLOWED ON THIS STREET.
 CG0963'
 CG0963'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 CG0963'IN CONCRETE.
 CG0963'
 CG0963'TO REACH THE STATION FROM FORT HUACHUCA RAILROAD STATION
 CG0963'GO SW 0.11 MILE ON MIZNER AVENUE TO THE INTERSECTION AT WINROW
 CG0963'STREET.  STATION IS AT THE S CORNER, FLUSH WITH THE GROUND,
 CG0963'42 FEET SE OF MIZNER AVENUE CENTER LINE, 6.5 FEET SE OF S
 CG0963'EDGE OF SIDEWALK ON MIZNER AVENUE, 84 FEET SW OF CENTER LINE
 CG0963'OF WINROW STREET, AND 60.22 FEET S OF CULVERT ABUTMENT.
 CG0963'
 CG0963'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NW OF STATION IN
 CG0963'CONCRETE BASE OF FORMER RADIO TOWER.  IT IS 63 FEET SW OF
 CG0963'WINROW STREET.
 CG0963'
 CG0963'REFERENCE MARKS NOS. 1 AND 2 ARE SET IN THE SIDEWALK OF
 CG0963'MIZNER AVENUE.  THE FORMER IS 1 FOOT NW OF SE EDGE OF SIDEWALK AND
 CG0963'THE LATTER IS 6 INCHES NW OF SE EDGE OF SIDEWALK.
 CG0963
 CG0963                          STATION RECOVERY (1947)
 CG0963
 CG0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AMS)
 CG0963'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK IS IN
 CG0963'FAIR CONDITION, AS IT IS BADLY SCARRED FROM GRASS CUTTING
 CG0963'AND RAKING MACHINES.  STAMPING IS ILLEGIBLE.
 CG0963'
 CG0963'THE SIGN, TRUCKS NOW ALLOWED ON THIS ROAD, IS GONE.
 CG0963
 CG0963                          STATION RECOVERY (1954)
 CG0963
 CG0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GBJ)
 CG0963'THE TWO REFERENCE MARKS AND AZIMUTH MARKS WERE FOUND TO BE IN
 CG0963'GOOD CONDITION AND AS DESCRIBED.  THE STATION MARK IS MULTILATED
 CG0963'AND IN DANGER OF BEING DISTURBED DUE TO GRADING OPERATIONS
 CG0963'FOR WEED CONTROL.  THE DESCRIPTION IS ADEQUATE FOR THE IMMEDIATE
 CG0963'AREA ONLY.  A NEW DESCRIPTION FOR THE STATION MARK FOLLOWS--
 CG0963'
 CG0963'FROM THE MAIN ENTRANCE TO FORT HUACHUCA AT FRY, ARIZONA, CONTINUE
 CG0963'WESTERLY 3.5 MILES ALONG MAIN ROAD TO INTERSECTION OF MIZNER
 CG0963'AVE. AND WINROW ROAD.
 CG0963
 CG0963                          STATION RECOVERY (1960)
 CG0963
 CG0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ERS)
 CG0963'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  NO SIGN OF ANY
 CG0963'MONUMENTS COULD BE FOUND.  APPARENTLY THE STATION AND REFERENCE
 CG0963'MARKS HAVE BEEN DESTROYED DURING GRADING AND STREET CONSTRUCTION
 CG0963'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1088 ***********************************************************************
 FS1088  DESIGNATION -  FORT MOHAVE FLAGSTAFF
 FS1088  PID         -  FS1088
 FS1088  STATE/COUNTY-  AZ/MOHAVE
 FS1088  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1088
 FS1088                         *CURRENT SURVEY CONTROL
 FS1088  ___________________________________________________________________
 FS1088* NAD 83(1992)-  35 02 38.13652(N)    114 37 20.47079(W)     ADJUSTED  
 FS1088* NAVD 88     -              **(meters)            **(feet)            
 FS1088  ___________________________________________________________________
 FS1088  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FS1088  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FS1088  HORZ ORDER  -  THIRD
 FS1088
 FS1088.The horizontal coordinates were established by classical geodetic methods
 FS1088.and adjusted by the National Geodetic Survey in August 1993.
 FS1088
 FS1088
 FS1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1088
 FS1088.The geoid height was determined by GEOID03.
 FS1088
 FS1088;                    North         East     Units Scale Factor Converg.
 FS1088;SPC AZ W     -   448,809.880   133,771.323   MT  1.00001137   -0 30 03.4
 FS1088;SPC AZ W     - 1,472,473.36    438,882.29   iFT  1.00001137   -0 30 03.4
 FS1088;SPC CA 5     -   676,438.361 2,308,096.368   MT  0.99993515   +1 55 31.1
 FS1088;SPC CA 5     - 2,219,281.52  7,572,479.50   sFT  0.99993515   +1 55 31.1
 FS1088;SPC NV E     - 8,033,026.789   287,671.873   MT  0.99999470   +0 33 06.6
 FS1088;SPC NV E     -26,355,022.06    943,803.47   sFT  0.99999470   +0 33 06.6
 FS1088;UTM  11      - 3,880,499.080   716,869.587   MT  1.00017968   +1 21 56.8
 FS1088
 FS1088                          SUPERSEDED SURVEY CONTROL
 FS1088
 FS1088  NAD 83(1986)-  35 02 38.14327(N)    114 37 20.46932(W) AD(       ) 4
 FS1088  NAD 27      -  35 02 38.16100(N)    114 37 17.58700(W) AD(       ) 3
 FS1088
 FS1088.Superseded values are not recommended for survey control.
 FS1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1088.See file dsdata.txt to determine how the superseded data were derived.
 FS1088
 FS1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1687080499(NAD 83)
 FS1088_MARKER: 83 = FLAGSTAFF
 FS1088
 FS1088  HISTORY     - Date     Condition        Report By
 FS1088  HISTORY     - 1893     FIRST OBSERVED   CGS
 FS1088
 FS1088                          STATION DESCRIPTION
 FS1088
 FS1088'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0781 ***********************************************************************
 DT0781  DESIGNATION -  FORT THOMAS SCHOOLHOUSE BELFRY
 DT0781  PID         -  DT0781
 DT0781  STATE/COUNTY-  AZ/GRAHAM
 DT0781  USGS QUAD   -  FORT THOMAS (1989)
 DT0781
 DT0781                         *CURRENT SURVEY CONTROL
 DT0781  ___________________________________________________________________
 DT0781* NAD 83(1992)-  33 02 05.52886(N)    109 57 51.83289(W)     ADJUSTED  
 DT0781* NAVD 88     -              **(meters)            **(feet)            
 DT0781  ___________________________________________________________________
 DT0781  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DT0781  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DT0781  HORZ ORDER  -  THIRD
 DT0781
 DT0781.The horizontal coordinates were established by classical geodetic methods
 DT0781.and adjusted by the National Geodetic Survey in August 1993.
 DT0781
 DT0781
 DT0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0781
 DT0781.The geoid height was determined by GEOID03.
 DT0781
 DT0781;                    North         East     Units Scale Factor Converg.
 DT0781;SPC AZ E     -   225,636.488   232,253.342   MT  0.99990440   +0 06 37.0
 DT0781;SPC AZ E     -   740,277.19    761,986.03   iFT  0.99990440   +0 06 37.0
 DT0781;UTM  12      - 3,655,629.021   596,705.703   MT  0.99971531   +0 33 52.6
 DT0781
 DT0781                          SUPERSEDED SURVEY CONTROL
 DT0781
 DT0781  NAD 83(1986)-  33 02 05.52160(N)    109 57 51.83450(W) AD(       ) 4
 DT0781  NAD 27      -  33 02 05.30400(N)    109 57 49.52800(W) AD(       ) 3
 DT0781
 DT0781.Superseded values are not recommended for survey control.
 DT0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0781.See file dsdata.txt to determine how the superseded data were derived.
 DT0781
 DT0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9670655629(NAD 83)
 DT0781_MARKER: 75 = BELFRY
 DT0781
 DT0781  HISTORY     - Date     Condition        Report By
 DT0781  HISTORY     - 1945     FIRST OBSERVED   CGS
 DT0781
 DT0781                          STATION DESCRIPTION
 DT0781
 DT0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0781'AN OBJECT INTERSECTED FROM TRIANGULATION STATIONS.
 DT0781'
 DT0781'A SMALL BELFRY, OR CUPOLA, ON TOP OF A TWO-STORY RED BRICK SCHOOL
 DT0781'BUILDING WITH A GREEN ROOF.  THE SCHOOLHOUSE IS LOCATED ON
 DT0781'A HILLOCK ON THE S SIDE OF THE VILLAGE OF FORT THOMAS, ABOUT
 DT0781'200 YARDS S OF THE RAILROAD.  THE FOLLOWING LEGEND IS LETTERED
 DT0781'ABOVE THE ENTRANCE FORT THOMAS SCHOOL 1917.
 DT0781'
 DT0781'A WEATHER VANE SURMOUNTS THE CENTER OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1844 ***********************************************************************
 GR1844  DESIGNATION -  FORTIFICATION HILL
 GR1844  PID         -  GR1844
 GR1844  STATE/COUNTY-  AZ/MOHAVE
 GR1844  USGS QUAD   -  HOOVER DAM (1997)
 GR1844
 GR1844                         *CURRENT SURVEY CONTROL
 GR1844  ___________________________________________________________________
 GR1844* NAD 83(1992)-  36 02 39.57734(N)    114 40 52.15913(W)     ADJUSTED  
 GR1844* NAVD 88     -      1133.8    (meters)    3720.     (feet)  VERTCON   
 GR1844  ___________________________________________________________________
 GR1844  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 GR1844  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GR1844  HORZ ORDER  -  FIRST
 GR1844
 GR1844.The horizontal coordinates were established by classical geodetic methods
 GR1844.and adjusted by the National Geodetic Survey in August 1993.
 GR1844
 GR1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1844
 GR1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1844
 GR1844.The geoid height was determined by GEOID03.
 GR1844
 GR1844;                    North         East     Units Scale Factor Converg.
 GR1844;SPC AZ W     -   559,850.749   129,455.060   MT  1.00002005   -0 32 52.6
 GR1844;SPC AZ W     - 1,836,780.67    424,721.33   iFT  1.00002005   -0 32 52.6
 GR1844;SPC NV E     - 8,143,965.086   281,291.064   MT  0.99998140   +0 31 51.2
 GR1844;SPC NV E     -26,718,992.12    922,869.10   sFT  0.99998140   +0 31 51.2
 GR1844;UTM  11      - 3,991,353.048   708,892.631   MT  1.00013770   +1 21 53.7
 GR1844
 GR1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1844!SPC AZ W     -   0.99982648  x   1.00002005  =   0.99984653
 GR1844!SPC NV E     -   0.99982648  x   0.99998140  =   0.99980788
 GR1844!UTM  11      -   0.99982648  x   1.00013770  =   0.99996416
 GR1844
 GR1844|---------------------------------------------------------------------|
 GR1844| PID    Reference Object                     Distance      Geod. Az  |
 GR1844|                                                           dddmmss.s |
 GR1844| CC4802 FORTIFICATION HILL RM 1               4.742 METERS 12843     |
 GR1844| GR1847 SUGARLOAF                           APPROX. 6.4 KM 2315032.3 |
 GR1844| CC4803 FORTIFICATION HILL RM 2               9.743 METERS 30332     |
 GR1844|---------------------------------------------------------------------|
 GR1844
 GR1844                          SUPERSEDED SURVEY CONTROL
 GR1844
 GR1844  NAD 83(1986)-  36 02 39.56426(N)    114 40 52.14829(W) AD(       ) 1
 GR1844  NAD 27      -  36 02 39.63400(N)    114 40 49.21500(W) AD(       ) 1
 GR1844  NGVD 29 (05/01/88) 1133.1    (m)         3718.     (f) VERT ANG    3  
 GR1844
 GR1844.Superseded values are not recommended for survey control.
 GR1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1844.See file dsdata.txt to determine how the superseded data were derived.
 GR1844
 GR1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0889391353(NAD 83)
 GR1844_MARKER: DS = TRIANGULATION STATION DISK
 GR1844_SETTING: 66 = SET IN ROCK OUTCROP
 GR1844
 GR1844  HISTORY     - Date     Condition        Report By
 GR1844  HISTORY     - 1935     MONUMENTED       CGS
 GR1844  HISTORY     - 1951     GOOD             USGS
 GR1844
 GR1844                          STATION DESCRIPTION
 GR1844
 GR1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1844'STATION IS LOCATED ON THE HIGHEST POINT ON THE SW END OF THE
 GR1844'RIM-ROCKED HILL, ABOUT 5 MILES (AIR LINE), E OF BOULDER DAM,
 GR1844'AND KNOWN AS FORTIFICATION HILL.  THIS HILL IS RATHER DIFFICULT
 GR1844'TO ASCEND DUE TO THE HIGH RIM ROCK WHICH SURROUNDS THE HILL.
 GR1844'DUE TO THE FACT THAT THE STATION IS REACHED FROM BOULDER DAM,
 GR1844'STILL UNDER CONSTRUCTION, IT IS IMPOSSIBLE TO GIVE ACCURATE
 GR1844'MILEAGE AS THE ROADS ARE NOT COMPLETED.
 GR1844'
 GR1844'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1844'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1844'
 GR1844'STATION REACHED FROM THE ARIZONA END OF THE DAM BY FOLLOWING
 GR1844'THE NEW HIGHWAY TO THE JUNCTION OF THE ROAD TO THE AUTO FERRY,
 GR1844'APPROXIMATELY 2.5 MILES, OR BY FOLLOWING THE CONSTRUCTION ROAD FOR
 GR1844'1.7 MILES AND TURN LEFT AT A CEMENT BRIDGE AND GO 1.0 MILE TO THE
 GR1844'AUTO FERRY ROAD.  TURN LEFT AND GO 3.1 MILES TO A POINT WHERE
 GR1844'THE ROAD ENTERS DEAD MANS WASH, ROAD SIGN 100 YARDS BEHIND
 GR1844'THIS POINT READS SLOW 12-1/2 MILES PER HR. ON CURVES, TURN
 GR1844'SHARP RIGHT, S, AND FOLLOW TRACKS UP THE MAIN WASH 1.2 MILES,
 GR1844'TAKE LEFT TRACKS AND CONTINUE 1.1 MILES TO A ROCK CAIRN ON
 GR1844'THE LEFT SIDE OF THE WASH AND END OF TRUCK TRAVEL.  FROM HERE
 GR1844'A LIGHT YELLOW RIDGE CAN BE SEEN TO THE N, THE ONLY ONE
 GR1844'LEADING TO THE FOOT OF THE RIM ROCK.  FOLLOW UP WASH FOR 8
 GR1844'MINUTES, THEN ASCEND RIDGE ON THE LEFT AND CONTINUE TO
 GR1844'THE FOOT OF THE RIM ROCK ON THE YELLOW RIDGE, THEN LEFT UP
 GR1844'A SIX-FOOT LEDGE (DANGER, CRUMBLING ROCK), AND CONTINUE UP THE
 GR1844'SMALL VALLEY TO THE TOP OF THE MESA, THEN LEFT TO THE
 GR1844'HIGHEST POINT AND STATION.  IT IS A 1 1/2-HOUR PACK.
 GR1844
 GR1844                          STATION RECOVERY (1951)
 GR1844
 GR1844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1676 ***********************************************************************
 DB1676  DESIGNATION -  FORTUNA
 DB1676  PID         -  DB1676
 DB1676  STATE/COUNTY-  AZ/YUMA
 DB1676  USGS QUAD   -  LIGURTA (1965)
 DB1676
 DB1676                         *CURRENT SURVEY CONTROL
 DB1676  ___________________________________________________________________
 DB1676* NAD 83(1992)-  32 38 03.88136(N)    114 19 46.13347(W)     ADJUSTED  
 DB1676* NAVD 88     -       657.2    (meters)    2156.     (feet)  VERTCON   
 DB1676  ___________________________________________________________________
 DB1676  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DB1676  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1676  HORZ ORDER  -  THIRD
 DB1676
 DB1676.The horizontal coordinates were established by classical geodetic methods
 DB1676.and adjusted by the National Geodetic Survey in August 1993.
 DB1676
 DB1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1676
 DB1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1676
 DB1676.The geoid height was determined by GEOID03.
 DB1676
 DB1676;                    North         East     Units Scale Factor Converg.
 DB1676;SPC AZ W     -   181,365.713   158,986.588   MT  0.99996978   -0 18 45.0
 DB1676;SPC AZ W     -   595,031.87    521,609.54   iFT  0.99996978   -0 18 45.0
 DB1676;UTM  11      - 3,613,908.932   750,530.702   MT  1.00037403   +1 26 27.2
 DB1676
 DB1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1676!SPC AZ W     -   0.99990208  x   0.99996978  =   0.99987186
 DB1676!UTM  11      -   0.99990208  x   1.00037403  =   1.00027607
 DB1676
 DB1676                          SUPERSEDED SURVEY CONTROL
 DB1676
 DB1676  NAD 83(1986)-  32 38 03.88549(N)    114 19 46.13946(W) AD(       ) 3
 DB1676  NGVD 29 (04/26/91)  656.5    (m)         2154.     (f) VERT ANG    3  
 DB1676
 DB1676.Superseded values are not recommended for survey control.
 DB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1676.See file dsdata.txt to determine how the superseded data were derived.
 DB1676
 DB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5053113909(NAD 83)
 DB1676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1676_SETTING: 80 = SET IN A BOULDER
 DB1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1676+STABILITY: SURFACE MOTION
 DB1676
 DB1676  HISTORY     - Date     Condition        Report By
 DB1676  HISTORY     - 1964     MONUMENTED       USGS
 DB1676  HISTORY     - 1964     GOOD             USGS
 DB1676
 DB1676                          STATION DESCRIPTION
 DB1676
 DB1676'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1676'RECOVERED IN GOOD CONDITION.
 DB1676'
 DB1676'LOCATED 6 MI S. AND 15 MI E. OF YUMA.  ON SOUTHEAST SIDE OF
 DB1676'TELEGRAPH PASS THROUGH GILA MTNS., ON SOUTH POINT OF TWO-TOPPED
 DB1676'MOUNTAIN.
 DB1676'
 DB1676'TO REACH FROM INTERSECTION OF 4TH AVENUE AND 32ND STREET IN YUMA,
 DB1676'GO 16.6 MI E. ON US HWY. 80 TO RD. LEADING SW. FROM S. SIDE OF
 DB1676'HIGHWAY (4 MI E. OF TRIANGULATION STATION LANG).  FOLLOW TRACK RD.
 DB1676'1.6 MI SW., S. AND SE. TO END OF TRUCK TRAVEL.  PACK S. UP SMALL
 DB1676'RIDGE AND LARGE WASH TO SOUTHWEST TOP OF TWIN TOPS AND STATION.
 DB1676'
 DB1676'STATION MARK--STANDARD TABLET STAMPED---FORTUNA 1964---, CEMENTED
 DB1676'IN ROCK.
 DB1676'
 DB1676'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1266 ***********************************************************************
 DB1266  DESIGNATION -  FORTUNA 1
 DB1266  PID         -  DB1266
 DB1266  STATE/COUNTY-  AZ/YUMA
 DB1266  USGS QUAD   -  FORTUNA MINE (1965)
 DB1266
 DB1266                         *CURRENT SURVEY CONTROL
 DB1266  ___________________________________________________________________
 DB1266* NAD 83(1992)-  32 36 41.84010(N)    114 22 04.89219(W)     ADJUSTED  
 DB1266* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 DB1266  ___________________________________________________________________
 DB1266  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 DB1266  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DB1266  HORZ ORDER  -  SECOND
 DB1266
 DB1266.The horizontal coordinates were established by classical geodetic methods
 DB1266.and adjusted by the National Geodetic Survey in August 1993.
 DB1266
 DB1266.The orthometric height was scaled from a topographic map.
 DB1266
 DB1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1266
 DB1266.The geoid height was determined by GEOID03.
 DB1266
 DB1266;                    North         East     Units Scale Factor Converg.
 DB1266;SPC AZ W     -   178,858.927   155,355.199   MT  0.99997481   -0 19 59.1
 DB1266;SPC AZ W     -   586,807.50    509,695.53   iFT  0.99997481   -0 19 59.1
 DB1266;UTM  11      - 3,611,291.218   746,976.301   MT  1.00035222   +1 25 09.1
 DB1266
 DB1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1266!SPC AZ W     -   0.99996387  x   0.99997481  =   0.99993868
 DB1266!UTM  11      -   0.99996387  x   1.00035222  =   1.00031608
 DB1266
 DB1266:                Primary Azimuth Mark                     Grid Az
 DB1266:SPC AZ W     -  TELEGRAPH PASS                           022 47 52.2
 DB1266:UTM  11      -  TELEGRAPH PASS                           021 02 44.0
 DB1266
 DB1266|---------------------------------------------------------------------|
 DB1266| PID    Reference Object                     Distance      Geod. Az  |
 DB1266|                                                           dddmmss.s |
 DB1266| DB1256 TELEGRAPH PASS                      APPROX. 7.5 KM 0222753.1 |
 DB1266| CE9406 FORTUNA 1 RM 2                       24.405 METERS 10214     |
 DB1266| CE9407 FORTUNA 1 RM 3                                     24502     |
 DB1266| CE9405 FORTUNA 1 RM 1                       20.545 METERS 30257     |
 DB1266| DB0193 WEST                                APPROX.11.2 KM 3053108.5 |
 DB1266|---------------------------------------------------------------------|
 DB1266
 DB1266                          SUPERSEDED SURVEY CONTROL
 DB1266
 DB1266  NAD 83(1986)-  32 36 41.84323(N)    114 22 04.90020(W) AD(       ) 2
 DB1266  NAD 27      -  32 36 41.67400(N)    114 22 02.10100(W) AD(       ) 2
 DB1266
 DB1266.Superseded values are not recommended for survey control.
 DB1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1266.See file dsdata.txt to determine how the superseded data were derived.
 DB1266
 DB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4697611291(NAD 83)
 DB1266_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1266_SETTING: 66 = SET IN ROCK OUTCROP
 DB1266_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DB1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1266
 DB1266  HISTORY     - Date     Condition        Report By
 DB1266  HISTORY     - 1934     MONUMENTED       BOR
 DB1266  HISTORY     - 1964     GOOD             USGS
 DB1266  HISTORY     - 20060303 MARK NOT FOUND   GEOCAC
 DB1266
 DB1266                          STATION DESCRIPTION
 DB1266
 DB1266'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (EBL)
 DB1266'STATION IS ABOUT 16 MILES AIR LINE SE OF YUMA.  ON THE FOOT
 DB1266'HILLS OF THE MOST WESTERN SPUR OF THE GILA MOUNTAINS, THE
 DB1266'FIRST WESTERN SPUR S OF U.S. HIGHWAY 80.  ABOUT 3-1/2 MILES
 DB1266'AIR LINE S OF U.S. HIGHWAY 80.
 DB1266'
 DB1266'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 DB1266'A DEPRESSION IN OUTCROPPING BEDROCK.
 DB1266'
 DB1266'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 DB1266'OUTCROPPING BEDROCK.
 DB1266'
 DB1266'AZIMUTH MARK IS ABOUT 300 YARDS WSW OF THE STATION, AT THE
 DB1266'FOOT OF THE HILL AND ON A LITTLE KNOB THAT IS CONNECTED TO
 DB1266'THE HILL.  ABOUT 0.05 MILE W OF END OF TRUCK TRAVEL.
 DB1266'
 DB1266'STATION REACHED FROM YUMA AS FOLLOWS--FROM THE E CITY LIMITS
 DB1266'ON U.S. HIGHWAY 80 GO E FOR 13.5 MILES TO A BRIDGE OVER A
 DB1266'DRY CREEK.  HERE CONTINUE E ON HIGHWAY FOR 0.5 MILE TO WHERE
 DB1266'A DESERT ROAD OR TRAIL LEADS OFF TO THE LEFT (THIS POINT
 DB1266'IS 0.05 MILE E OF A LARGE SIGN ADVERTISING THE CALIFORNIA
 DB1266'HOTEL).  FOLLOW THIS MAIN-TRAVELED DESERT ROAD S FOR 3.7 MILES
 DB1266'(THIS POINT IS THE MOST WESTERN SPUR OF THE FOOTHILLS).  HERE
 DB1266'TAKE A DIM ROAD TO THE LEFT AND FOLLOW IT AROUND FOOT OF HILL
 DB1266'FOR 0.3 MILE TO END OF TRUCK TRAVEL.  FROM HERE CLIMB UP TO
 DB1266'TOP OF HILL AND STATION.  ABOUT A 15-MINUTE PACK.
 DB1266
 DB1266                          STATION RECOVERY (1964)
 DB1266
 DB1266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1266'RECOVERED IN GOOD CONDITION.
 DB1266'
 DB1266'REACHED BY HELICOPTER.
 DB1266
 DB1266                          STATION RECOVERY (2006)
 DB1266
 DB1266'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB1266'MARK NOT FOUND AT GIVEN COORDINATES. SEARCHED FROM THE COORDINATES AND
 DB1266'UP TO 200 FEET IN EACH DIRECTION, BUT COULD WAS NOT LOCATED.
 DB1266' 
 DB1266'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB1266'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB1266'RESOURCES OFFICE AT THE MCAS-YUMA.
 DB1266' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1881 ***********************************************************************
 DV1881  HT_MOD      -  This is a Height Modernization Survey Station.
 DV1881  DESIGNATION -  FORTUNATE
 DV1881  PID         -  DV1881
 DV1881  STATE/COUNTY-  AZ/MARICOPA
 DV1881  USGS QUAD   -  TIGER WELL (1990)
 DV1881
 DV1881                         *CURRENT SURVEY CONTROL
 DV1881  ___________________________________________________________________
 DV1881* NAD 83(2007)-  33 46 03.41076(N)    113 07 46.89070(W)     ADJUSTED  
 DV1881* NAVD 88     -       784.51   (meters)    2573.8    (feet)  GPS OBS   
 DV1881  ___________________________________________________________________
 DV1881  EPOCH DATE  -        2007.00
 DV1881  X           -  -2,085,155.802 (meters)                     COMP
 DV1881  Y           -  -4,881,567.924 (meters)                     COMP
 DV1881  Z           -   3,525,467.058 (meters)                     COMP
 DV1881  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DV1881  ELLIP HEIGHT-         754.187 (meters)          (02/10/07) ADJUSTED
 DV1881  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV1881
 DV1881  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1881  Type    PID    Designation                      North   East  Ellip
 DV1881  -------------------------------------------------------------------
 DV1881  NETWORK DV1881 FORTUNATE                         0.31   0.29   0.76
 DV1881  -------------------------------------------------------------------
 DV1881
 DV1881.The horizontal coordinates were established by GPS observations
 DV1881.and adjusted by the National Geodetic Survey in February 2007.
 DV1881
 DV1881.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1881.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1881.The horizontal coordinates are valid at the epoch date displayed above.
 DV1881.The epoch date for horizontal control is a decimal equivalence
 DV1881.of Year/Month/Day.
 DV1881
 DV1881.The orthometric height was determined by GPS observations and a
 DV1881.high-resolution geoid model.
 DV1881.The orthometric height was determined by GPS observations and a
 DV1881.high-resolution geoid model using precise GPS observation and
 DV1881.processing techniques.
 DV1881
 DV1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1881
 DV1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1881
 DV1881.The ellipsoidal height was determined by GPS observations
 DV1881.and is referenced to NAD 83.
 DV1881
 DV1881.The geoid height was determined by GEOID03.
 DV1881
 DV1881;                    North         East     Units Scale Factor Converg.
 DV1881;SPC AZ C     -   307,541.284   100,998.687   MT  1.00005559   -0 40 27.5
 DV1881;SPC AZ C     - 1,008,993.71    331,360.52   iFT  1.00005559   -0 40 27.5
 DV1881;UTM  12      - 3,738,427.875   302,776.138   MT  1.00007954   -1 11 02.8
 DV1881
 DV1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1881!SPC AZ C     -   0.99988162  x   1.00005559  =   0.99993720
 DV1881!UTM  12      -   0.99988162  x   1.00007954  =   0.99996115
 DV1881
 DV1881:                Primary Azimuth Mark                     Grid Az
 DV1881:SPC AZ C     -  FORTUNATE AZ MK                          041 36 51.5
 DV1881:UTM  12      -  FORTUNATE AZ MK                          042 07 26.8
 DV1881
 DV1881|---------------------------------------------------------------------|
 DV1881| PID    Reference Object                     Distance      Geod. Az  |
 DV1881|                                                           dddmmss.s |
 DV1881| CH2309 FORTUNATE AZ MK                                    0405624.0 |
 DV1881| DV1887 WHITE CLIFF MOUNTAIN                APPROX.12.3 KM 1434845.9 |
 DV1881| CH2310 FORTUNATE RM 1                        6.215 METERS 20346     |
 DV1881| CH2311 FORTUNATE RM 2                       14.158 METERS 27646     |
 DV1881|---------------------------------------------------------------------|
 DV1881
 DV1881                          SUPERSEDED SURVEY CONTROL
 DV1881
 DV1881  NAD 83(1992)-  33 46 03.40993(N)    113 07 46.89046(W) AD(       ) A
 DV1881  ELLIP H (01/27/00)  754.205  (m)                       GP(       ) 1 1
 DV1881  NAD 83(1992)-  33 46 03.40904(N)    113 07 46.89354(W) AD(       ) 2
 DV1881  NAD 83(1986)-  33 46 03.40377(N)    113 07 46.89824(W) AD(       ) 2
 DV1881  NAD 27      -  33 46 03.29100(N)    113 07 44.22700(W) AD(       ) 2
 DV1881  NGVD 29 (07/19/86)  783.5    (m)         2571.     (f) VERT ANG    3  
 DV1881
 DV1881.Superseded values are not recommended for survey control.
 DV1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1881.See file dsdata.txt to determine how the superseded data were derived.
 DV1881
 DV1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0277638428(NAD 83)
 DV1881_MARKER: DS = TRIANGULATION STATION DISK
 DV1881_SETTING: 0 = UNSPECIFIED SETTING
 DV1881_STAMPING: FORTUNATE 1948
 DV1881_MARK LOGO: CGS   
 DV1881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1881+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DV1881
 DV1881  HISTORY     - Date     Condition        Report By
 DV1881  HISTORY     - 1948     MONUMENTED       CGS
 DV1881  HISTORY     - 1967     GOOD             AMS
 DV1881  HISTORY     - 1972     GOOD             AZHD
 DV1881  HISTORY     - 19981013 GOOD             AZ-013
 DV1881  HISTORY     - 20000401 GOOD             MCDOT
 DV1881
 DV1881                          STATION DESCRIPTION
 DV1881
 DV1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1881'STATION LOCATED ABOUT 14 MILES AIRLINE SOUTH OF AQUILA, 1/4
 DV1881'MILE NORTH OF THE OLD FORTUNATE MINE SHAFT, 4 FEET SOUTH OF
 DV1881'A WHITE WITNESS POST, ON NORTH END OF RIDGE EXTENDING NORTH
 DV1881'FROM THE MINE, WELDED TO TOP OF A 2 INCH CAST IRON PIPE,
 DV1881'PROJECTS 4 INCHES AND STAMPED, FORTUNATE 1948.
 DV1881'
 DV1881'REFERENCE MARK NO. 1 IS ON WEST SLOPE OF RIDGE ABOUT 18
 DV1881'INCHES LOWER THAN STATION, WELDED TO TOP OF A 2 INCH CAST
 DV1881'IRON PIPE, PROJECTS 6 INCHES AND STAMPED, FORTUNATE NO 1 1948.
 DV1881'
 DV1881'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 DV1881'STATION, PROJECTS 18 INCHES AND STAMPED, FORTUNATE NO 2 1948.
 DV1881'
 DV1881'AZIMUTH MARK IS 6-1/2 PACES WEST OF A SAHUARO CACTUS WITH
 DV1881'TRIANGLE BLAZE ON IT, 6 PACES SOUTH OF GRADED ROAD, 3 FEET
 DV1881'NORTHWEST OF A WHITE WITNESS POST, WELDED TO TOP OF A 2 INCH
 DV1881'CAST IRON PIPE, PROJECTS 1 FOOT AND STAMPED, FORTUNATE 1948.
 DV1881'
 DV1881'TO REACH FROM AGUILA, AT JUNCTION OF U.S. HIGHWAYS 60 AND
 DV1881'70 AND STATE ROUTE 71, GO SOUTH ON GRADED ROAD FOR 5.1 MILES
 DV1881'TO FORK AND SIGN BUCKEYE, U.S. 80.  TAKE LEFT FORK AND GO
 DV1881'1.8 MILE TO FORK, JUST AFTER CROSSING CATTLE GUARD.  TAKE
 DV1881'RIGHT FORK AND GO 5.9 MILES TO A FORK.  TAKE RIGHT FORK AND
 DV1881'GO 0.15 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.
 DV1881'CONTINUE FOR 0.5 MILE TO A ROAD SHARP RIGHT.  CONTINUE STRAIGHT
 DV1881'AHEAD FOR 0.1 MILE TO ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE
 DV1881'TO TWO CONCRETE TANKS AND END OF TRUCK TRAVEL.  PACK NORTH
 DV1881'UP TO TOP OF RIDGE THENCE ALONG RIDGE TO HIGHEST POINT AND
 DV1881'STATION AS DESCRIBED ABOVE.  A FIVE MINUTE PACK.
 DV1881'
 DV1881'NOTE--STATION CAN BE DRIVEN IN VEHICLE WITH FOUR WHEEL DRIVE.
 DV1881
 DV1881                          STATION RECOVERY (1967)
 DV1881
 DV1881'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DV1881'DESCRIPTION ADEQUATE.
 DV1881'
 DV1881'CHECK DIST. TO R.M.S
 DV1881'
 DV1881'R.M. NO. 1 PUB. DIST = 6.215 METERS CHECK = 6.217 METERS (HOR.)
 DV1881'
 DV1881'R.M. NO. 2 PUB. DIST = 14.158 METERS CHECK = 14.158 METERS (HOR.)
 DV1881
 DV1881                          STATION RECOVERY (1972)
 DV1881
 DV1881'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1881'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN
 DV1881'
 DV1881'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1881'
 DV1881'STATION MARK STD. USC AND GS B.
 DV1881'
 DV1881'REFERENCE MARKS GOOD
 DV1881
 DV1881                          STATION RECOVERY (1998)
 DV1881
 DV1881'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1881'RECOVERED AS DESCRIBED.
 DV1881
 DV1881                          STATION RECOVERY (2000)
 DV1881
 DV1881'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1881'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0683 ***********************************************************************
 FQ0683  DESIGNATION -  FORTYNINE
 FQ0683  PID         -  FQ0683
 FQ0683  STATE/COUNTY-  AZ/COCONINO
 FQ0683  USGS QUAD   -  PARKS (1974)
 FQ0683
 FQ0683                         *CURRENT SURVEY CONTROL
 FQ0683  ___________________________________________________________________
 FQ0683* NAD 83(1992)-  35 15 53.96612(N)    111 53 39.32236(W)     ADJUSTED  
 FQ0683* NAVD 88     -      2393.2    (meters)    7852.     (feet)  VERTCON   
 FQ0683  ___________________________________________________________________
 FQ0683  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FQ0683  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0683  HORZ ORDER  -  SECOND
 FQ0683
 FQ0683.The horizontal coordinates were established by classical geodetic methods
 FQ0683.and adjusted by the National Geodetic Survey in August 1993.
 FQ0683
 FQ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0683
 FQ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0683
 FQ0683.The geoid height was determined by GEOID03.
 FQ0683
 FQ0683;                    North         East     Units Scale Factor Converg.
 FQ0683;SPC AZ C     -   472,970.358   215,398.988   MT  0.99990005   +0 00 46.6
 FQ0683;SPC AZ C     - 1,551,740.02    706,689.59   iFT  0.99990005   +0 00 46.6
 FQ0683;UTM  12      - 3,902,796.660   418,660.478   MT  0.99968153   -0 30 58.8
 FQ0683
 FQ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0683!SPC AZ C     -   0.99962813  x   0.99990005  =   0.99952822
 FQ0683!UTM  12      -   0.99962813  x   0.99968153  =   0.99930978
 FQ0683
 FQ0683:                Primary Azimuth Mark                     Grid Az
 FQ0683:SPC AZ C     -  WALKER                                   067 15 08.6
 FQ0683:UTM  12      -  WALKER                                   067 46 54.0
 FQ0683
 FQ0683|---------------------------------------------------------------------|
 FQ0683| PID    Reference Object                     Distance      Geod. Az  |
 FQ0683|                                                           dddmmss.s |
 FQ0683| FQ0679 WALKER                              APPROX. 4.6 KM 0671555.2 |
 FQ0683| CH2312 FORTYNINE RM 1                        7.574 METERS 09453     |
 FQ0683| CH2313 FORTYNINE RM 2                        7.251 METERS 15131     |
 FQ0683|---------------------------------------------------------------------|
 FQ0683
 FQ0683                          SUPERSEDED SURVEY CONTROL
 FQ0683
 FQ0683  NAD 83(1986)-  35 15 53.96352(N)    111 53 39.31871(W) AD(       ) 2
 FQ0683  NAD 27      -  35 15 53.92980(N)    111 53 36.72940(W) AD(       ) 2
 FQ0683  NGVD 29 (07/19/86) 2392.1    (m)         7848.     (f) VERT ANG    3  
 FQ0683
 FQ0683.Superseded values are not recommended for survey control.
 FQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0683.See file dsdata.txt to determine how the superseded data were derived.
 FQ0683
 FQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1866002797(NAD 83)
 FQ0683_MARKER: DS = TRIANGULATION STATION DISK
 FQ0683_SETTING: 80 = SET IN A BOULDER
 FQ0683_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0683
 FQ0683  HISTORY     - Date     Condition        Report By
 FQ0683  HISTORY     - 1958     MONUMENTED       CGS
 FQ0683  HISTORY     - 1965     GOOD             USGS
 FQ0683
 FQ0683                          STATION DESCRIPTION
 FQ0683
 FQ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0683'THE STATION IS LOCATED ON THE HIGHEST POINT OF FORTYNINE HILL
 FQ0683'ABOUT 12 MILES AIRLINE WEST NORTHWEST OF FLAGSTAFF, 3 MILES
 FQ0683'NORTHEAST OF PARKS AND 1-1/2 MILES NORTH OF U.S. HIGHWAY 66
 FQ0683'AND 89.
 FQ0683'
 FQ0683'TO REACH THE STATION FROM THE EAST ENTRANCE TO THE NAVAJO
 FQ0683'ORDANCE DEPOT GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 0.5 MILE
 FQ0683'TO BELLEMONT, CONTINUE WEST ON THE HIGHWAY FOR 1.1 MILES TO A
 FQ0683'GRAVELED ROAD RIGHT, TURN RIGHT, CROSSING A STOCK GUARD AND GO
 FQ0683'NORTHWEST FOR 3.0 MILES TO A SMALL HOUSE ON THE LEFT (THE STATION
 FQ0683'IS ON THE HILL THAT IS SOUTH OF THE HOUSE) CONTINUE WESTERLY
 FQ0683'ON THE GRAVELED ROAD FOR 0.5 MILE TO THE TOP OF A RIDGE AND THE
 FQ0683'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH FOR ABOUT 0.2 MILE
 FQ0683'THEN EAST SOUTHEAST FOR ABOUT 0.3 MILE TO A SADDLE BETWEEN
 FQ0683'TWO HILLS, CONTINUE SOUTHEAST UPHILL FOR ABOUT 20 MINUTES TO
 FQ0683'THE HIGHEST POINT AND THE STATION.
 FQ0683'
 FQ0683'THE STATION MARK, STAMPED FORTYNINE 1958, IS A STANDARD DISK
 FQ0683'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FQ0683'IT IS 15 FEET WEST OF A WITNESS SIGN THAT IS NAILED TO A
 FQ0683'TRIANGLE BLAZED PINE TREE.
 FQ0683'
 FQ0683'REFERENCE MARK NO. 1, STAMPED FORTYNINE NO 1 1958, IS A STANDARD
 FQ0683'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES
 FQ0683'AND IS 11 FEET SOUTHEAST OF A WITNESS SIGN.
 FQ0683'
 FQ0683'REFERENCE MARK NO. 2, STAMPED FORTYNINE NO 2 1958, IS A STANDARD
 FQ0683'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 FQ0683'INCHES.  IT IS 24 FEET SOUTH OF A WITNESS SIGN AND ABOUT 4 FEET
 FQ0683'LOWER THAN THE STATION.
 FQ0683'
 FQ0683'A 1 HOUR PACK.
 FQ0683
 FQ0683                          STATION RECOVERY (1965)
 FQ0683
 FQ0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0683'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0252 ***********************************************************************
 GQ0252  DESIGNATION -  FOSSIL
 GQ0252  PID         -  GQ0252
 GQ0252  STATE/COUNTY-  AZ/COCONINO
 GQ0252  USGS QUAD   -  FOSSIL BAY (1988)
 GQ0252
 GQ0252                         *CURRENT SURVEY CONTROL
 GQ0252  ___________________________________________________________________
 GQ0252* NAD 83(1992)-  36 19 17.44809(N)    112 33 44.77976(W)     ADJUSTED  
 GQ0252* NAVD 88     -      1910.9    (meters)    6269.     (feet)  VERTCON   
 GQ0252  ___________________________________________________________________
 GQ0252  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GQ0252  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GQ0252  HORZ ORDER  -  THIRD
 GQ0252
 GQ0252.The horizontal coordinates were established by classical geodetic methods
 GQ0252.and adjusted by the National Geodetic Survey in August 1993.
 GQ0252
 GQ0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0252
 GQ0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0252
 GQ0252.The geoid height was determined by GEOID03.
 GQ0252
 GQ0252;                    North         East     Units Scale Factor Converg.
 GQ0252;SPC AZ C     -   590,378.630   155,377.488   MT  0.99994141   -0 22 57.0
 GQ0252;SPC AZ C     - 1,936,937.76    509,768.66   iFT  0.99994141   -0 22 57.0
 GQ0252;UTM  12      - 4,020,742.787   359,749.683   MT  0.99984236   -0 55 32.2
 GQ0252
 GQ0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0252!SPC AZ C     -   0.99970383  x   0.99994141  =   0.99964526
 GQ0252!UTM  12      -   0.99970383  x   0.99984236  =   0.99954624
 GQ0252
 GQ0252:                Primary Azimuth Mark                     Grid Az
 GQ0252:SPC AZ C     -  ELLIOTT                                  218 56 50.9
 GQ0252:UTM  12      -  ELLIOTT                                  219 29 26.1
 GQ0252
 GQ0252|---------------------------------------------------------------------|
 GQ0252| PID    Reference Object                     Distance      Geod. Az  |
 GQ0252|                                                           dddmmss.s |
 GQ0252| GQ0250 ELLIOTT                             APPROX.10.0 KM 2183353.9 |
 GQ0252|---------------------------------------------------------------------|
 GQ0252
 GQ0252                          SUPERSEDED SURVEY CONTROL
 GQ0252
 GQ0252  NAD 83(1986)-  36 19 17.44006(N)    112 33 44.77751(W) AD(       ) 3
 GQ0252  NGVD 29 (05/08/89) 1910.0    (m)         6266.     (f) VERT ANG    3  
 GQ0252
 GQ0252.Superseded values are not recommended for survey control.
 GQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0252.See file dsdata.txt to determine how the superseded data were derived.
 GQ0252
 GQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5975020743(NAD 83)
 GQ0252_MARKER: DS = TRIANGULATION STATION DISK
 GQ0252_SETTING: 80 = SET IN A BOULDER
 GQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0252+STABILITY: SURFACE MOTION
 GQ0252
 GQ0252  HISTORY     - Date     Condition        Report By
 GQ0252  HISTORY     - 1903     MONUMENTED       USGS
 GQ0252
 GQ0252                          STATION DESCRIPTION
 GQ0252
 GQ0252'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0252'LOCATED ON PROMINENT RIDGE ON WEST RIM OF GRAND CANYON NEAR WHERE
 GQ0252'RIM TURNS E.
 GQ0252'
 GQ0252'TO REACH FROM BASS AND SUPAI RD., TAKE SADDLE HORSES.
 GQ0252'
 GQ0252'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0252'IN LIMESTONE ROCK.
 GQ0252'
 GQ0252'RMS--NONE SET.
 GQ0252'
 GQ0252'NOTE--FORM 9-1165, 1956-STATION MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1117 ***********************************************************************
 DV1117  DESIGNATION -  FOUR
 DV1117  PID         -  DV1117
 DV1117  STATE/COUNTY-  AZ/MARICOPA
 DV1117  USGS QUAD   -  VICKSBURG (1990)
 DV1117
 DV1117                         *CURRENT SURVEY CONTROL
 DV1117  ___________________________________________________________________
 DV1117* NAD 83(1992)-  33 37 37.74065(N)    113 45 56.52740(W)     ADJUSTED  
 DV1117* NAVD 88     -       368.68   (+/-2cm)    1209.6    (feet)  VERTCON   
 DV1117  ___________________________________________________________________
 DV1117  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1117  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1117  HORZ ORDER  -  SECOND
 DV1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1117
 DV1117.The horizontal coordinates were established by classical geodetic methods
 DV1117.and adjusted by the National Geodetic Survey in August 1993.
 DV1117
 DV1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1117.The vertical order pertains to the NGVD 29 superseded value.
 DV1117
 DV1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1117
 DV1117.The geoid height was determined by GEOID03.
 DV1117
 DV1117;                    North         East     Units Scale Factor Converg.
 DV1117;SPC AZ C     -   292,835.197    41,800.097   MT  1.00026276   -1 01 27.2
 DV1117;SPC AZ C     -   960,745.40    137,139.43   iFT  1.00026276   -1 01 27.2
 DV1117;SPC AZ W     -   291,311.669   211,903.159   MT  0.99993336   -0 00 31.3
 DV1117;SPC AZ W     -   955,746.95    695,220.34   iFT  0.99993336   -0 00 31.3
 DV1117;UTM  12      - 3,724,247.061   243,444.116   MT  1.00041154   -1 31 56.8
 DV1117
 DV1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1117!SPC AZ C     -   0.99994704  x   1.00026276  =   1.00020978
 DV1117!SPC AZ W     -   0.99994704  x   0.99993336  =   0.99988040
 DV1117!UTM  12      -   0.99994704  x   1.00041154  =   1.00035856
 DV1117
 DV1117|---------------------------------------------------------------------|
 DV1117| PID    Reference Object                     Distance      Geod. Az  |
 DV1117|                                                           dddmmss.s |
 DV1117| DV1115 FOUR RM 1                            14.231 METERS 09919     |
 DV1117| DV1116 FOUR RM 2                            14.241 METERS 18419     |
 DV1117| CH3463 T3N R15W SECS 1 2 11 12                            2013543.0 |
 DV1117|---------------------------------------------------------------------|
 DV1117
 DV1117                          SUPERSEDED SURVEY CONTROL
 DV1117
 DV1117  NAD 83(1986)-  33 37 37.73460(N)    113 45 56.53752(W) AD(       ) 2
 DV1117  NAD 27      -  33 37 37.61490(N)    113 45 53.77090(W) AD(       ) 2
 DV1117  NGVD 29 (??/??/92)  368.008  (m)         1207.37   (f) ADJ UNCH    2 0
 DV1117
 DV1117.Superseded values are not recommended for survey control.
 DV1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1117.See file dsdata.txt to determine how the superseded data were derived.
 DV1117
 DV1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4344424247(NAD 83)
 DV1117_MARKER: DE = TRAVERSE STATION DISK
 DV1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1117_STAMPING: FOUR 1962
 DV1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1117+STABILITY: SURFACE MOTION
 DV1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1117+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1117
 DV1117  HISTORY     - Date     Condition        Report By
 DV1117  HISTORY     - 1962     MONUMENTED       CGS
 DV1117  HISTORY     - 1962     GOOD             CGS
 DV1117  HISTORY     - 1981     GOOD             NGS
 DV1117  HISTORY     - 1985     GOOD             AZDT
 DV1117  HISTORY     - 20050920 GOOD             EVANS
 DV1117  HISTORY     - 20071019 GOOD             GEOCAC
 DV1117
 DV1117                          STATION DESCRIPTION
 DV1117
 DV1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1117'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BRENDA, ABOUT 10
 DV1117'MILES SOUTHWEST OF HOPE AND ABOUT 0.1 MILE EAST OF A NORTH-SOUTH
 DV1117'BLADED ROAD.
 DV1117'
 DV1117'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 70 AND STATE
 DV1117'ROUTE 72, GO WESTERLY ON U.S. HIGHWAY 60 AND 70 FOR 3.8 MILES
 DV1117'TO A CROSSROAD AND SHELL SERVICE STATION ON RIGHT, TURN LEFT
 DV1117'AND GO SOUTH ON BLADED ROAD FOR 3.6 MILES TO MATHEWS RANCH HOUSE
 DV1117'ON RIGHT, CONTINUE SOUTH ON THE MAIN ROAD FOR 0.2 MILE TO FORK,
 DV1117'KEEP RIGHT STRAIGHT AHEAD, SOUTHERLY, FOR 2.8 MILES TO A DIM
 DV1117'TRACK ROAD LEFT, (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE
 DV1117'SOUTH ON BLADED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON LEFT
 DV1117'AS DESCRIBED), TURN LEFT AND GO EASTERLY FOLLOWING DIM TRACK
 DV1117'ROAD FOR 0.1 MILE TO STATION.
 DV1117'
 DV1117'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FOUR 1962, IS
 DV1117'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV1117'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS 464 FEET EAST OF
 DV1117'THE CENTER OF BLADED ROAD AND 8.2 FEET SOUTH OF THE WITNESS
 DV1117'POST.
 DV1117'
 DV1117'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FOUR NO
 DV1117'1 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DV1117'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 DV1117'THE MARK IS 511 FEET EAST OF THE CENTER OF BLADED ROAD AND 47.2
 DV1117'FEET EAST OF THE WITNESS POST.
 DV1117'
 DV1117'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FOUR NO
 DV1117'2 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 DV1117'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 DV1117'THE MARK IS 464 FEET EAST OF THE CENTER OF BLADED ROAD AND 54.9
 DV1117'FEET SOUTH OF THE WITNESS POST.
 DV1117'
 DV1117'AZIMUTH MARK, A GENERAL LAND OFFICE SURVEY MARK STAMPED T3N
 DV1117'R15W S2 S1 S11 S12 1926 IS A 2 INCH METAL CAP RIVITED TO A 1-1/2
 DV1117'INCH IRON PIPE WHICH PROJECT ABOUT 12 INCHES ABOVE THE GROUND.
 DV1117'THE MARK IS 11 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST
 DV1117'OF THE WITNESS POST.
 DV1117'
 DV1117'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DV1117
 DV1117                          STATION RECOVERY (1962)
 DV1117
 DV1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1117'10.05 MI SW FROM HOPE.
 DV1117'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1117'HIGHWAY 72 AT HOPE, THENCE 6.25 MILES SOUTH ALONG A BLADED ROAD,
 DV1117'THENCE ABOUT 0.10 MILE EAST OF THE ROAD IN A LARGE BARE GRAVEL AREA,
 DV1117'8.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV1117'POST PROJECTING 4 INCHES.
 DV1117
 DV1117                          STATION RECOVERY (1981)
 DV1117
 DV1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1117'RECOVERED AS DESCRIBED.
 DV1117
 DV1117                          STATION RECOVERY (1985)
 DV1117
 DV1117'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1117'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DV1117'DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW ROUTE TO THE
 DV1117'STATION FOLLOWS.
 DV1117'
 DV1117'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 95 AND
 DV1117'INTERSTATE HIGHWAY 10 IN QUARTZSITE TRAVEL EAST ALONG I-10 FOR 25
 DV1117'MILES TO VICKSBURG JUNCTION.  TRAVEL SOUTH ALONG VICKSBURG ROAD WHICH
 DV1117'IS 0.25 MILE EAST OF THE TRUCK STOP FOR 0.1 MILE TO STATION.
 DV1117
 DV1117                          STATION RECOVERY (2005)
 DV1117
 DV1117'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1117'THE NGS DATA SHEET IS IN CORRECT FOR THE COUNTY
 DV1117'THE COUNTY SHOULD READ LA PAZ
 DV1117
 DV1117                          STATION RECOVERY (2007)
 DV1117
 DV1117'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1117'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1117'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1986 ***********************************************************************
 CZ1986  DESIGNATION -  FOUR
 CZ1986  PID         -  CZ1986
 CZ1986  STATE/COUNTY-  AZ/PIMA
 CZ1986  USGS QUAD   -  SAN PEDRO (1992)
 CZ1986
 CZ1986                         *CURRENT SURVEY CONTROL
 CZ1986  ___________________________________________________________________
 CZ1986* NAD 83(1992)-  32 04 02.75960(N)    111 23 03.18761(W)     ADJUSTED  
 CZ1986* NAVD 88     -       908.4    (meters)    2980.     (feet)  VERTCON   
 CZ1986  ___________________________________________________________________
 CZ1986  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CZ1986  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1986  HORZ ORDER  -  SECOND
 CZ1986
 CZ1986.The horizontal coordinates were established by classical geodetic methods
 CZ1986.and adjusted by the National Geodetic Survey in August 1993.
 CZ1986
 CZ1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1986
 CZ1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1986
 CZ1986.The geoid height was determined by GEOID03.
 CZ1986
 CZ1986;                    North         East     Units Scale Factor Converg.
 CZ1986;SPC AZ C     -   118,467.786   263,631.106   MT  0.99993116   +0 16 57.7
 CZ1986;SPC AZ C     -   388,673.84    864,931.45   iFT  0.99993116   +0 16 57.7
 CZ1986;UTM  12      - 3,547,974.754   463,734.949   MT  0.99961622   -0 12 14.4
 CZ1986
 CZ1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1986!SPC AZ C     -   0.99986209  x   0.99993116  =   0.99979326
 CZ1986!UTM  12      -   0.99986209  x   0.99961622  =   0.99947837
 CZ1986
 CZ1986|---------------------------------------------------------------------|
 CZ1986| PID    Reference Object                     Distance      Geod. Az  |
 CZ1986|                                                           dddmmss.s |
 CZ1986| CH5180 FOUR RM 1                             7.806 METERS 05734     |
 CZ1986| CZ0778 A 113                               APPROX. 6.9 KM 0805440.1 |
 CZ1986| CH5181 FOUR RM 2                             9.911 METERS 28837     |
 CZ1986|---------------------------------------------------------------------|
 CZ1986
 CZ1986                          SUPERSEDED SURVEY CONTROL
 CZ1986
 CZ1986  NAD 83(1986)-  32 04 02.75474(N)    111 23 03.18632(W) AD(       ) 2
 CZ1986  NAD 27      -  32 04 02.47813(N)    111 23 00.80142(W) AD(       ) 2
 CZ1986  NGVD 29 (07/19/86)  907.7    (m)         2978.     (f) VERT ANG    3  
 CZ1986
 CZ1986.Superseded values are not recommended for survey control.
 CZ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1986.See file dsdata.txt to determine how the superseded data were derived.
 CZ1986
 CZ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6373547975(NAD 83)
 CZ1986_MARKER: DD = SURVEY DISK
 CZ1986_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1986_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1986
 CZ1986  HISTORY     - Date     Condition        Report By
 CZ1986  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1986
 CZ1986                          STATION DESCRIPTION
 CZ1986
 CZ1986'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1986'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF ROBLES JUNCTION, 1600
 CZ1986'FEET NORTH OF STATE ROUTE 86 ON THE WEST AND SOUTHERLY OF SEVERAL
 CZ1986'SMALL HILLS.  IT IS IN THE NORTHWEST CORNER OF SECTION 1, TOWNSHIP 16
 CZ1986'SOUTH, RANGE 9 EAST.
 CZ1986'
 CZ1986'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED FOUR 1978.  IT IS
 CZ1986'SET WITH EPOXY IN A DRILL HOLE IN A ROCK AT GROUND LEVEL.
 CZ1986'
 CZ1986'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED FOUR RM 1
 CZ1986'1978.  THE MARK IS SET WITH EPOXY IN A BOULDER.
 CZ1986'
 CZ1986'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED FOUR RM 2
 CZ1986'1978.  IT IS SET WITH EPOXY IN A BOULDER.
 CZ1986'
 CZ1986'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 86 AND 286 AT
 CZ1986'ROBLES JUNCTION WHICH IS WEST OF TUCSON, TRAVEL ON HIGHWAY 86 FOR 4.37
 CZ1986'MILES TO MILE POST 147.03 AND THE STATION ON THE RIGHT ON A SMALL
 CZ1986'HILL.  THE STATION IS ABOUT A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2043 ***********************************************************************
 CZ2043  DESIGNATION -  FOUR
 CZ2043  PID         -  CZ2043
 CZ2043  STATE/COUNTY-  AZ/PINAL
 CZ2043  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2043
 CZ2043                         *CURRENT SURVEY CONTROL
 CZ2043  ___________________________________________________________________
 CZ2043* NAD 83(1992)-  32 49 24.23776(N)    111 37 49.87312(W)     ADJUSTED  
 CZ2043* NAVD 88     -       496.3    (meters)    1628.     (feet)  VERTCON   
 CZ2043  ___________________________________________________________________
 CZ2043  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CZ2043  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ2043  HORZ ORDER  -  FIRST
 CZ2043
 CZ2043.The horizontal coordinates were established by classical geodetic methods
 CZ2043.and adjusted by the National Geodetic Survey in August 1993.
 CZ2043
 CZ2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2043
 CZ2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2043
 CZ2043.The geoid height was determined by GEOID03.
 CZ2043
 CZ2043;                    North         East     Units Scale Factor Converg.
 CZ2043;SPC AZ C     -   202,204.246   240,151.810   MT  0.99990885   +0 09 18.4
 CZ2043;SPC AZ C     -   663,399.76    787,899.64   iFT  0.99990885   +0 09 18.4
 CZ2043;UTM  12      - 3,631,885.288   440,981.863   MT  0.99964295   -0 20 30.4
 CZ2043
 CZ2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2043!SPC AZ C     -   0.99992680  x   0.99990885  =   0.99983565
 CZ2043!UTM  12      -   0.99992680  x   0.99964295  =   0.99956977
 CZ2043
 CZ2043:                Primary Azimuth Mark                     Grid Az
 CZ2043:SPC AZ C     -  ELOY MUNICIPAL TANK                      138 37 51.0
 CZ2043:UTM  12      -  ELOY MUNICIPAL TANK                      139 07 39.8
 CZ2043
 CZ2043|---------------------------------------------------------------------|
 CZ2043| PID    Reference Object                     Distance      Geod. Az  |
 CZ2043|                                                           dddmmss.s |
 CZ2043| CZ2025 ELOY MUNICIPAL TANK                 APPROX.10.7 KM 1384709.4 |
 CZ2043| CH5176 FOUR AZ MK                                         1412423.6 |
 CZ2043| CH5179 FOUR RM 3                             9.901 METERS 14854     |
 CZ2043| CH5177 FOUR RM 1                             6.348 METERS 23704     |
 CZ2043| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX.10.5 KM 2951346.0 |
 CZ2043| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX.12.8 KM 2972616.5 |
 CZ2043| CH5178 FOUR RM 2                             5.036 METERS 31002     |
 CZ2043|---------------------------------------------------------------------|
 CZ2043
 CZ2043                          SUPERSEDED SURVEY CONTROL
 CZ2043
 CZ2043  NAD 83(1986)-  32 49 24.23263(N)    111 37 49.87385(W) AD(       ) 1
 CZ2043  NAD 27      -  32 49 24.01940(N)    111 37 47.42300(W) AD(       ) 1
 CZ2043  NGVD 29 (07/19/86)  495.8    (m)         1627.     (f) VERT ANG    3  
 CZ2043
 CZ2043.Superseded values are not recommended for survey control.
 CZ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2043.See file dsdata.txt to determine how the superseded data were derived.
 CZ2043
 CZ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4098231885(NAD 83)
 CZ2043_MARKER: DS = TRIANGULATION STATION DISK
 CZ2043_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2043_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2043
 CZ2043  HISTORY     - Date     Condition        Report By
 CZ2043  HISTORY     - 1960     MONUMENTED       CGS
 CZ2043  HISTORY     - 1962     GOOD             CGS
 CZ2043  HISTORY     - 1966     GOOD             AMS
 CZ2043  HISTORY     - 1968     GOOD             AMS
 CZ2043  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ2043
 CZ2043                          STATION DESCRIPTION
 CZ2043
 CZ2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ2043'THE STATION IS ABOUT 6 MILES NORTHWEST OF ELOY AND ABOUT 6
 CZ2043'MILES SOUTHEAST OF CASA GRANDE ON THE SOUTHEAST ONE OF FOUR
 CZ2043'KNOLLS.  ON PROPERTY OWNED BY MR. JOHN KEELING.
 CZ2043'
 CZ2043'TO REACH THE STATION FROM THE RAILROAD DEPOT AT ELOY GO NORTHWEST
 CZ2043'ON STATE HIGHWAY 84 FOR 4.7 MILES TO THE VILLAGE OF TOLTEC,
 CZ2043'CONTINUE NORTHWEST ON STATE HIGHWAY 84 FOR 1.1 MILES TO A T
 CZ2043'ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 CZ2043'1.3 MILES TO A TRACK ROAD RIGHT.  HERE TURN RIGHT AND FOLLOW
 CZ2043'THE TRACK ROAD EAST FOR 0.25 MILE TO A T ROAD INTERSECTION,
 CZ2043'TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTH AND EAST FOR 0.3
 CZ2043'MILE TO A GATE AND ABANDONED FARM BUILDINGS ON THE LEFT AND
 CZ2043'THE AZIMUTH MARK IN THE FARMYARD.  PASS THRU THE GATE AND
 CZ2043'FOLLOW THE TRACK ROAD NORTHWEST TOWARD THE BASE OF THE KNOLL
 CZ2043'FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ2043'NORTHWEST TO THE FIRST SUMMIT AND STATION.  LENGTH OF PACK
 CZ2043'IS ABOUT 2 MINUTES.
 CZ2043'
 CZ2043'THE STATION MARK, STAMPED FOUR 1960, IS A STANDARD DISK CEMENTED
 CZ2043'IN A DRILL HOLE IN BEDROCK.  IT IS 17 FEET SOUTHEAST OF A
 CZ2043'CAIRN.
 CZ2043'
 CZ2043'REFERENCE MARK NO. 1, STAMPED FOUR NO 1 1960, IS A STANDARD
 CZ2043'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 1 FOOT SOUTH OF
 CZ2043'A CAIRN AND THE SAME ELEVATION AS THE STATION MARK.
 CZ2043'
 CZ2043'REFERENCE MARK NO. 2, STAMPED FOUR NO 2 1960, IS A STANDARD
 CZ2043'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 24 FEET SOUTH
 CZ2043'OF A CAIRN AND 4 FEET BELOW STATION ELEVATION.
 CZ2043'
 CZ2043'THE AZIMUTH MARK, STAMPED FOUR 1960, IS A STANDARD DISK CEMENTED
 CZ2043'IN A DRILL HOLE IN THE NORTH CORNER OF A CONCRETE BLOCK THAT
 CZ2043'IS 6 FEET LONG, 4 FEET WIDE AND 2 FEET HIGH.  THE AZIMUTH
 CZ2043'MARK IS 77 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CZ2043'HOUSE, 72 FEET EAST OF THE CENTER OF THE GATE AND 49 FEET
 CZ2043'SOUTH OF THE WATER TANK.
 CZ2043
 CZ2043                          STATION RECOVERY (1962)
 CZ2043
 CZ2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ2043'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 CZ2043'CONDITION.  THE DESCRIPTION OF REFERENCE MARKS WERE FOUND
 CZ2043'TO BE REVERSED.  THE DIRECTION TO ALL MARKS CHECKED WITH ORIGINAL
 CZ2043'DESCRIPTION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 CZ2043'MARKS.
 CZ2043'
 CZ2043'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ2043'
 CZ2043'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF ELOY, ABOUT 6
 CZ2043'MILES SOUTHEAST OF CASA GRANDE AND ON THE SOUTHEAST ONE OF
 CZ2043'FOUR KNOLLS.
 CZ2043'
 CZ2043'TO REACH THE STATION FROM THE RAILROAD DEPOT AT ELOY, GO NORTHWEST
 CZ2043'ON STATE ROUTES 93 AND 84 FOR 4.7 MILES TO THE SMALL VILLAGE
 CZ2043'OF TOLTEC, CONTINUE NORTHWEST ON STATE ROUTE 93 AND 84 FOR 1.3
 CZ2043'MILES TO A SIDE ROAD RIGHT, TURN RIGHT KEEPING LEFT FORK
 CZ2043'(MAIN ROAD) AND GO NORTHERLY FOR 1.15 MILES TO A SIDE ROAD
 CZ2043'RIGHT, CONTINUE NORTHERLY 0.1 MILE TO A SIDE ROAD RIGHT (JUST
 CZ2043'BEFORE REACHING TOP OF SADDLE), TURN RIGHT AND GO EAST AROUND SOUTH
 CZ2043'SIDE OF HILL KEEPING ALL LEFT FORKS FOR 0.35 MILE TO A
 CZ2043'EAST-WEST RIDGE OF DIRT, KEEP LEFT AND GO NORTH AROUND THE WEST
 CZ2043'EDGE OF DIRT RIDGE, THENCE EAST ALONG NORTH SIDE OF DIRT
 CZ2043'RIDGE FOR 0.25 MILE TO ABANDON HOUSE ON LEFT AND AZIMUTH
 CZ2043'MARK AS DESCRIBED.  FROM HERE PASS THROUGH GATE AND GO WEST AND
 CZ2043'THEN NORTHWEST FOR 0.25 MILE TO BASE OF KNOLL AND END OF
 CZ2043'TRUCK TRAVEL.  FROM HERE PACK NORTHWEST TO TOP OF KNOLL AND
 CZ2043'STATION.  (ABOUT 5 MINUTE PACK.)
 CZ2043'
 CZ2043'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED FOUR
 CZ2043'1960, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ2043'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  THE MARK IS 17
 CZ2043'FEET SOUTHEAST OF A CAIRN.
 CZ2043'
 CZ2043'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FOUR NO
 CZ2043'1 1960, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ2043'PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  THE MARK IS SOUTHWEST
 CZ2043'OF STATION AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 CZ2043'THE STATION.  ALSO 25 FEET SOUTH OF CAIRN.
 CZ2043'
 CZ2043'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FOUR
 CZ2043'NO 2 1960, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ2043'WHICH PROJECTS ABOUT 15 INCHES ABOVE THE GROUND.  THE MARK IS
 CZ2043'NORTHWEST OF STATION AND ABOUT THE SAME ELEVATION AS STATION.
 CZ2043'THE MARK IS 2 FEET SOUTHWEST OF A CAIRN.
 CZ2043'
 CZ2043'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED FOUR 1960, IS SET IN
 CZ2043'THE NORTH END OF A CONCRETE SLAB THAT MEASURES 4 BY 6 FEET
 CZ2043'AND PROJECTS ABOUT 2 FEET.
 CZ2043'
 CZ2043'THE AZIMUTH MARK IS 45 FEET NORTH OF CENTER OF ROAD, 61 FEET
 CZ2043'SOUTH-SOUTHWEST OF A WATER PUMP AND 75 FEET WEST OF THE WEST
 CZ2043'EDGE OF ABANDON GREEN ROOF HOUSE.
 CZ2043'
 CZ2043'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 CZ2043
 CZ2043                          STATION RECOVERY (1966)
 CZ2043
 CZ2043'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (HKB)
 CZ2043'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CZ2043'THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN
 CZ2043'DESTROYED BY CONSTRUCTION.  A NEW REFERENCE MARK WAS SET
 CZ2043'BY AMS.  IT IS A CORPS OF ENGINEERS, U.S. ARMY DISK SET IN A
 CZ2043'DRILLED HOLE IN OUTCROPPING, ROCK 32.485 FEET (HORIZONTAL
 CZ2043'DISTANCE) SE OF THE STATION.  IT IS STAMPED FOUR R.M. NO. 3 ARMY
 CZ2043'MAP SERVICE 1966.  DIRECTION FROM CASA GRANDE NO 2 USC
 CZ2043'AND GS 1960--=00 DEG 00 MIN 00.0 SEC--R.M. 3--=241 DEG
 CZ2043'45 MIN 52 SEC.
 CZ2043'
 CZ2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE TOWN OF
 CZ2043'ELOY IS IN VICINITY OF THE STATION.
 CZ2043
 CZ2043                          STATION RECOVERY (1968)
 CZ2043
 CZ2043'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ2043'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND R.M. NO. 3 (AMS
 CZ2043'1966) WERE ALL RECOVERED AND IN GOOD TO FAIR CONDITION.  THE
 CZ2043'AZIMUTH MARK WAS NOT RECOVERED AND BELIEVED DESTROYED, CORNER OF
 CZ2043'CONCRETE BLOCK MISSING.
 CZ2043
 CZ2043                          STATION RECOVERY (2007)
 CZ2043
 CZ2043'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2043'RMS 1 AND 3 WERE RECOVERED, BUT THE AREA OF THE STATION MARK HAS BEEN
 CZ2043'OVERLAID WITH LOOSE ROCK AND CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2275 ***********************************************************************
 DU2275  DESIGNATION -  FOUR PEAKS
 DU2275  PID         -  DU2275
 DU2275  STATE/COUNTY-  AZ/MARICOPA
 DU2275  USGS QUAD   -  FOUR PEAKS (1978)
 DU2275
 DU2275                         *CURRENT SURVEY CONTROL
 DU2275  ___________________________________________________________________
 DU2275* NAD 83(1992)-  33 41 03.68532(N)    111 19 32.47318(W)     ADJUSTED  
 DU2275* NAVD 88     -      2334.5    (meters)    7659.     (feet)  VERTCON   
 DU2275  ___________________________________________________________________
 DU2275  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DU2275  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU2275  HORZ ORDER  -  THIRD
 DU2275
 DU2275.The horizontal coordinates were established by classical geodetic methods
 DU2275.and adjusted by the National Geodetic Survey in August 1993.
 DU2275
 DU2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2275
 DU2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2275
 DU2275.The geoid height was determined by GEOID03.
 DU2275
 DU2275;                    North         East     Units Scale Factor Converg.
 DU2275;SPC AZ C     -   297,803.108   268,153.539   MT  0.99993700   +0 19 40.0
 DU2275;SPC AZ C     -   977,044.32    879,768.83   iFT  0.99993700   +0 19 40.0
 DU2275;UTM  12      - 3,727,206.594   469,812.662   MT  0.99961123   -0 10 50.3
 DU2275
 DU2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2275!SPC AZ C     -   0.99963802  x   0.99993700  =   0.99957505
 DU2275!UTM  12      -   0.99963802  x   0.99961123  =   0.99924939
 DU2275
 DU2275                          SUPERSEDED SURVEY CONTROL
 DU2275
 DU2275  NAD 83(1986)-  33 41 03.68569(N)    111 19 32.47851(W) AD(       ) 3
 DU2275  NGVD 29 (04/26/91) 2333.8    (m)         7657.     (f) VERT ANG    3  
 DU2275
 DU2275.Superseded values are not recommended for survey control.
 DU2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2275.See file dsdata.txt to determine how the superseded data were derived.
 DU2275
 DU2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6981327207(NAD 83)
 DU2275_MARKER: DD = SURVEY DISK
 DU2275_SETTING: 66 = SET IN ROCK OUTCROP
 DU2275_SP_SET: SET IN BEDROCK
 DU2275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2275+STABILITY: POSITION/ELEVATION WELL
 DU2275
 DU2275  HISTORY     - Date     Condition        Report By
 DU2275  HISTORY     - 1899     MONUMENTED       USGS
 DU2275
 DU2275                          STATION DESCRIPTION
 DU2275
 DU2275'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2275'LOCATED ABOUT 30 MI E. OF CAMP MCDOWELL, 12 MI W. OF TONTO CREEK.
 DU2275'ON NORTHWESTERN PART OF MTN. KNOWN AS FOUR PEAKS, HIGHEST
 DU2275'SOUTHERN POINT OF MAZATZAL RANGE.  THERE IS GOOD SPRING IN PASS
 DU2275'N. OF STATION 2500 FT BELOW SUMMIT.
 DU2275'
 DU2275'TO REACH NOT GIVEN.
 DU2275'
 DU2275'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2275'ROCK UNDER 8-FT HIGH ROCK CAIRN.
 DU2275'
 DU2275'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1115 ***********************************************************************
 DV1115  DESIGNATION -  FOUR RM 1
 DV1115  PID         -  DV1115
 DV1115  STATE/COUNTY-  AZ/LA PAZ
 DV1115  USGS QUAD   -  VICKSBURG (1990)
 DV1115
 DV1115                         *CURRENT SURVEY CONTROL
 DV1115  ___________________________________________________________________
 DV1115* NAD 83(1992)-  33 37 37.66588(N)    113 45 55.98254(W)     NO CHECK  
 DV1115* NAVD 88     -       368.75   (+/-2cm)    1209.8    (feet)  VERTCON   
 DV1115  ___________________________________________________________________
 DV1115  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1115  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1115  HORZ ORDER  -  SECOND
 DV1115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1115
 DV1115.The horizontal coordinates were established by classical geodetic methods
 DV1115.and adjusted by the National Geodetic Survey in August 1993.
 DV1115.No horizontal observational check was made to the station.
 DV1115
 DV1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1115.The vertical order pertains to the NGVD 29 superseded value.
 DV1115
 DV1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1115
 DV1115.The geoid height was determined by GEOID03.
 DV1115
 DV1115;                    North         East     Units Scale Factor Converg.
 DV1115;SPC AZ W     -   291,309.363   211,917.201   MT  0.99993336   -0 00 31.0
 DV1115;SPC AZ W     -   955,739.38    695,266.41   iFT  0.99993336   -0 00 31.0
 DV1115;SPC AZ C     -   292,832.642    41,814.101   MT  1.00026270   -1 01 26.9
 DV1115;SPC AZ C     -   960,737.01    137,185.37   iFT  1.00026270   -1 01 26.9
 DV1115;UTM  12      - 3,724,244.381   243,458.098   MT  1.00041145   -1 31 56.5
 DV1115
 DV1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1115!SPC AZ W     -   0.99994703  x   0.99993336  =   0.99988039
 DV1115!SPC AZ C     -   0.99994703  x   1.00026270  =   1.00020971
 DV1115!UTM  12      -   0.99994703  x   1.00041145  =   1.00035845
 DV1115
 DV1115                          SUPERSEDED SURVEY CONTROL
 DV1115
 DV1115  NAD 83(1986)-  33 37 37.65982(N)    113 45 55.99261(W) AD(       ) 2
 DV1115  NGVD 29 (??/??/92)  368.083  (m)         1207.62   (f) ADJ UNCH    2 0
 DV1115
 DV1115.Superseded values are not recommended for survey control.
 DV1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1115.See file dsdata.txt to determine how the superseded data were derived.
 DV1115
 DV1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4345824244(NAD 83)
 DV1115_MARKER: DR = REFERENCE MARK DISK
 DV1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1115_STAMPING: FOUR NO 1 1962
 DV1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1115+STABILITY: SURFACE MOTION
 DV1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1115+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1115
 DV1115  HISTORY     - Date     Condition        Report By
 DV1115  HISTORY     - 1962     MONUMENTED       CGS
 DV1115  HISTORY     - 20050920 GOOD             EVANS
 DV1115  HISTORY     - 20071019 GOOD             GEOCAC
 DV1115
 DV1115                          STATION DESCRIPTION
 DV1115
 DV1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1115'10.05 MI SW FROM HOPE.
 DV1115'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1115'HIGHWAY 72 AT HOPE, THENCE 6.25 MILES SOUTH ALONG A BLADED ROAD,
 DV1115'THENCE ABOUT 0.10 MILE EAST OF THE ROAD IN A LARGE BARE GRAVEL AREA,
 DV1115'46.7 FEET EAST OF TRAVERSE STATION FOUR, 47.4 FEET EAST OF A METAL
 DV1115'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1115
 DV1115                          STATION RECOVERY (2005)
 DV1115
 DV1115'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1115'RECOVERED IN GOOD CONDITION.
 DV1115
 DV1115                          STATION RECOVERY (2007)
 DV1115
 DV1115'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1116 ***********************************************************************
 DV1116  DESIGNATION -  FOUR RM 2
 DV1116  PID         -  DV1116
 DV1116  STATE/COUNTY-  AZ/LA PAZ
 DV1116  USGS QUAD   -  VICKSBURG (1990)
 DV1116
 DV1116                         *CURRENT SURVEY CONTROL
 DV1116  ___________________________________________________________________
 DV1116* NAD 83(1992)-  33 37 37.27973(N)    113 45 56.56900(W)     NO CHECK  
 DV1116* NAVD 88     -       368.75   (+/-2cm)    1209.8    (feet)  VERTCON   
 DV1116  ___________________________________________________________________
 DV1116  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DV1116  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1116  HORZ ORDER  -  SECOND
 DV1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1116
 DV1116.The horizontal coordinates were established by classical geodetic methods
 DV1116.and adjusted by the National Geodetic Survey in August 1993.
 DV1116.No horizontal observational check was made to the station.
 DV1116
 DV1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1116.The vertical order pertains to the NGVD 29 superseded value.
 DV1116
 DV1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1116
 DV1116.The geoid height was determined by GEOID03.
 DV1116
 DV1116;                    North         East     Units Scale Factor Converg.
 DV1116;SPC AZ W     -   291,297.469   211,902.085   MT  0.99993336   -0 00 31.3
 DV1116;SPC AZ W     -   955,700.36    695,216.81   iFT  0.99993336   -0 00 31.3
 DV1116;SPC AZ C     -   292,821.014    41,798.771   MT  1.00026276   -1 01 27.2
 DV1116;SPC AZ C     -   960,698.86    137,135.08   iFT  1.00026276   -1 01 27.2
 DV1116;UTM  12      - 3,724,232.888   243,442.664   MT  1.00041155   -1 31 56.8
 DV1116
 DV1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1116!SPC AZ W     -   0.99994703  x   0.99993336  =   0.99988039
 DV1116!SPC AZ C     -   0.99994703  x   1.00026276  =   1.00020977
 DV1116!UTM  12      -   0.99994703  x   1.00041155  =   1.00035855
 DV1116
 DV1116                          SUPERSEDED SURVEY CONTROL
 DV1116
 DV1116  NAD 83(1986)-  33 37 37.27365(N)    113 45 56.57913(W) AD(       ) 2
 DV1116  NGVD 29 (??/??/92)  368.084  (m)         1207.62   (f) ADJ UNCH    2 0
 DV1116
 DV1116.Superseded values are not recommended for survey control.
 DV1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1116.See file dsdata.txt to determine how the superseded data were derived.
 DV1116
 DV1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4344324233(NAD 83)
 DV1116_MARKER: DR = REFERENCE MARK DISK
 DV1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1116_STAMPING: FOUR NO 2 1962
 DV1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1116+STABILITY: SURFACE MOTION
 DV1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1116+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1116
 DV1116  HISTORY     - Date     Condition        Report By
 DV1116  HISTORY     - 1962     MONUMENTED       CGS
 DV1116  HISTORY     - 20050920 GOOD             EVANS
 DV1116  HISTORY     - 20071019 GOOD             GEOCAC
 DV1116
 DV1116                          STATION DESCRIPTION
 DV1116
 DV1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1116'10.05 MI SW FROM HOPE.
 DV1116'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1116'HIGHWAY 72 AT HOPE, THENCE 6.25 MILES SOUTH ALONG A BLADED ROAD,
 DV1116'THENCE ABOUT 0.10 MILE EAST OF THE ROAD IN A LARGE BARE GRAVEL AREA,
 DV1116'46.7 FEET SOUTH OF TRAVERSE STATION FOUR, 54.9 FEET SOUTH OF A METAL
 DV1116'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1116
 DV1116                          STATION RECOVERY (2005)
 DV1116
 DV1116'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1116'RECOVERED IN GOOD CONDITION.
 DV1116
 DV1116                          STATION RECOVERY (2007)
 DV1116
 DV1116'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0962 ***********************************************************************
 CG0962  DESIGNATION -  FOURR
 CG0962  PID         -  CG0962
 CG0962  STATE/COUNTY-  AZ/COCHISE
 CG0962  USGS QUAD   -  FAIRBANK (1952)
 CG0962
 CG0962                         *CURRENT SURVEY CONTROL
 CG0962  ___________________________________________________________________
 CG0962* NAD 83(1992)-  31 39 51.86716(N)    110 14 06.38694(W)     ADJUSTED  
 CG0962* NAVD 88     -      1352.9    (meters)    4439.     (feet)  VERTCON   
 CG0962  ___________________________________________________________________
 CG0962  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CG0962  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CG0962  HORZ ORDER  -  FIRST
 CG0962
 CG0962.The horizontal coordinates were established by classical geodetic methods
 CG0962.and adjusted by the National Geodetic Survey in August 1993.
 CG0962
 CG0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0962
 CG0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0962
 CG0962.The geoid height was determined by GEOID03.
 CG0962
 CG0962;                    North         East     Units Scale Factor Converg.
 CG0962;SPC AZ E     -    73,660.986   206,870.016   MT  0.99990052   -0 02 09.3
 CG0962;SPC AZ E     -   241,669.90    678,707.40   iFT  0.99990052   -0 02 09.3
 CG0962;UTM  12      - 3,503,492.870   572,511.070   MT  0.99966485   +0 24 05.6
 CG0962
 CG0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0962!SPC AZ E     -   0.99979199  x   0.99990052  =   0.99969253
 CG0962!UTM  12      -   0.99979199  x   0.99966485  =   0.99945691
 CG0962
 CG0962:                Primary Azimuth Mark                     Grid Az
 CG0962:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               037 24 27.7
 CG0962:UTM  12      -  PHOENIX EL PASO AWY BCN 16               036 58 12.8
 CG0962
 CG0962|---------------------------------------------------------------------|
 CG0962| PID    Reference Object                     Distance      Geod. Az  |
 CG0962|                                                           dddmmss.s |
 CG0962| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.14.0 KM 0372218.4 |
 CG0962| CC7421 FOURR RM 1                            6.976 METERS 04957     |
 CG0962| CC7422 FOURR RM 2                           10.129 METERS 19112     |
 CG0962| CC7420 FOURR AZ MK                                        2740509.8 |
 CG0962|---------------------------------------------------------------------|
 CG0962
 CG0962                          SUPERSEDED SURVEY CONTROL
 CG0962
 CG0962  NAD 83(1986)-  31 39 51.85936(N)    110 14 06.38126(W) AD(       ) 1
 CG0962  NAD 27      -  31 39 51.53600(N)    110 14 04.08700(W) AD(       ) 1
 CG0962  NGVD 29 (07/19/86) 1352.1    (m)         4436.     (f) VERT ANG    3  
 CG0962
 CG0962.Superseded values are not recommended for survey control.
 CG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0962.See file dsdata.txt to determine how the superseded data were derived.
 CG0962
 CG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7251103493(NAD 83)
 CG0962_MARKER: DS = TRIANGULATION STATION DISK
 CG0962_SETTING: 80 = SET IN A BOULDER
 CG0962_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG0962
 CG0962  HISTORY     - Date     Condition        Report By
 CG0962  HISTORY     - 1938     MONUMENTED       CGS
 CG0962  HISTORY     - 1946     GOOD             CGS
 CG0962  HISTORY     - 1947     GOOD             CGS
 CG0962  HISTORY     - 1956     GOOD             USE
 CG0962  HISTORY     - 1962     GOOD             CGS
 CG0962
 CG0962                          STATION DESCRIPTION
 CG0962
 CG0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0962'IN SEC, 30-29, R. 21 E., T. 20 S., STATION IS LOCATED ABOUT 5-1/2
 CG0962'MILES SW OF FAIRBANK, ABOUT 11-1/2 MILES NE OF FORT HUACHUCA,
 CG0962'ABOUT 9-1/2 MILES WSW OF TOMBSTONE, AND ON THE MOST S AND
 CG0962'HIGHEST HILL OF THE GROUP OF LOW HILLS LYING IN THE FORK OF THE
 CG0962'SAN PEDRO AND BABOCOMARI RIVERS.
 CG0962'
 CG0962'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER.
 CG0962'
 CG0962'TO REACH FROM FAIRBANKS, GO W ON STATE HIGHWAY 82 FOR 1.6
 CG0962'MILES TO A FORK.  TURN LEFT OFF THE HIGHWAY ONTO A GRADED
 CG0962'ROAD AND GO SW FOR 1.6 MILES.  KEEP THE LEFT FORK WHICH IS
 CG0962'THE MAIN TRAVELED ROAD FOR 1.2 MILES TO THE FOURR RANCH ON
 CG0962'LEFT.  LEAVE THE ROAD, ENTER THE RANCHYARD AND BEAR TO THE
 CG0962'RIGHT, GOING THROUGH TWO GATES AND CROSSING THE RAILROAD
 CG0962'TRACKS AT THE STOCK LOADING PENS.  AT THE PENS BEAR TO THE
 CG0962'LEFT ABOUT 100 FEET, THEN TURN RIGHT OR S AGAIN AND CROSS THE
 CG0962'RIVER, THEN LEFT, N, A SHORT WAY TO THE FENCE CORNER, THEN
 CG0962'E AGAIN FOR 1.7 MILES FROM THE PENS TO A GATE.  PASS THROUGH
 CG0962'THE GATE AND CONTINUE S ON THE TRACK ROAD FOR 0.65 MILE AND
 CG0962'TAKE THE LEFT FORK.  CONTINUE S AROUND THE BASE OF THE
 CG0962'ROCKY HILL FOR 0.6 MILE FARTHER.  ABOUT 100 YARDS AFTER
 CG0962'CROSSING THE WASH THE TRACKS TURN TO THE RIGHT OR S AGAIN.
 CG0962'LEAVE THE TRACKS AND GO STRAIGHT AHEAD, E, ACROSS
 CG0962'COUNTY TOWARD THE MOST S HILL FOR 0.2 MILE TO THE END OF
 CG0962'TRUCK TRAVEL.  THE STATION IS ABOUT 1/3 MILE NE ON THE HIGHEST
 CG0962'POINT OF THE HILL.
 CG0962'
 CG0962'THE AZIMUTH MARK IS LOCATED ON THE LOWER ROCKY HILL, ABOUT
 CG0962'1/2 MILE WNW OF THE STATION, AND ON THE NE END AND THE
 CG0962'HIGHEST POINT.  IT IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 CG0962'BEDROCK.
 CG0962'
 CG0962'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN BOULDERS.
 CG0962
 CG0962                          STATION RECOVERY (1946)
 CG0962
 CG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0962'ORIGINAL DESCRIPTION OF STATION AND MARKS IS ADEQUATE.
 CG0962'ALL MARKS RECOVERED IN GOOD CONDITION.  THE FOURR RANCH IS NOW
 CG0962'OWNED AND OPERATED BY J.P. HUNT.  DUE TO CHANGES SINCE THE
 CG0962'ORIGINAL DESCRIPTION WAS WRITTEN, NEW DIRECTIONS ARE HERE
 CG0962'GIVEN TO REACH STATION.
 CG0962'
 CG0962'TO REACH FROM FAIRBANK, GO W ON STATE HIGHWAY 8 FOR 4.15
 CG0962'MILES TO A GRAVEL ROAD LEFT ACROSS A CATTLE GUARD.  HERE TURN
 CG0962'LEFT ACROSS CATTLE GUARD AND FOLLOW MAIN ROAD 1.45 MILES TO
 CG0962'CATTLE GUARD AT ENTRANCE TO THE HUNT RANCH HOUSE YARD.  CROSS
 CG0962'CATTLE GUARD INTO YARD, THEN KEEP RIGHT ON A RIGHT FORK AND
 CG0962'FOLLOW TRACK ROAD ACROSS RAILROAD TRACKS TO CORRALS, A DISTANCE
 CG0962'OF 0.1 MILE.  PASS THROUGH WOOD GATE AND KEEP STRAIGHT AHEAD
 CG0962'0.05 MILE TO RIVER.  FORK RIVER AND FOLLOW TRACK ROAD 0.1
 CG0962'MILE TO FENCE CORNER ON RIGHT.  TURN RIGHT, S, THEN RIGHT
 CG0962'AGAIN, W, 0.15 MILE TO WIRE GATE AT TREE.  PASS THROUGH AND
 CG0962'CONTINUE 0.05 MILE TO LEFT FORK.  TURN LEFT AND FOLLOW
 CG0962'TRACKS S 1.25 MILES TO WOOD GATE.  CONTINUE 0.45 MILE TO DIM
 CG0962'ROAD LEFT.  TURN LEFT 0.2 MILE TO CROSS ROAD AT BASE OF ROCKY
 CG0962'HILL.  TURN LEFT, N, AROUND HILL 0.1 MILE.  HERE THE
 CG0962'AZIMUTH IS TO THE RIGHT, S, ON TOP OF ROCKY HILL.
 CG0962'CONTINUE ON TRACK ROAD ABOUT 0.3 MILE TO ITS END ON THE
 CG0962'SIDE OF THE NEXT HILL TO THE E.  FROM HERE PACK E UP THE
 CG0962'SLOPE FOR ABOUT 5 MINUTES TO THE TOP AND THE STATION.
 CG0962
 CG0962                          STATION RECOVERY (1947)
 CG0962
 CG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JAM)
 CG0962'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  THE
 CG0962'REFERENCES TO THE FOURR RANCH SHOULD BE MADE TO THE J.P. HUNT
 CG0962'RANCH.
 CG0962
 CG0962                          STATION RECOVERY (1956)
 CG0962
 CG0962'RECOVERY NOTE BY US ENGINEERS 1956
 CG0962'STATION RECOVERED AS DESCRIBED.
 CG0962
 CG0962                          STATION RECOVERY (1962)
 CG0962
 CG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AMS)
 CG0962'THE STATION WAS VISITED BY HELICOPTER.  IT IS QUITE APPARENT
 CG0962'FROM EXISTING TOPOGRAPHICAL MAPS THAT THE 1938 DESCRIPTION IS
 CG0962'NO LONGER ADEQUATE.  A ROAD NOW EXISTS TO THE TOP OF THE HILL.
 CG0962'A FARILY LARGE AREA SURROUNDING THE STATION HAS BEEN LEVELED
 CG0962'FOR SETTING UP ELECTRONIC EQUIPMENT.  IT IS KNOWN THAT THE
 CG0962'STATION CAN BE REACHED BY VEHICLE BY ENTERING THE ARTILLERY
 CG0962'RANGE FROM STATE ROUTE NO. 92 ABOUT 0.4 MILE NORTH OF THE NORTH
 CG0962'ENTRANCE GATE INTO FORT HUACHUCA.  A KEY FOR ENTERING THE
 CG0962'PADLOCK GATE INTO THE ARTILLERY RANGE CAN BE OBTAINED FROM FORT
 CG0962'HUACHUCA RANGE SAFETY OFFICER.
 CG0962'
 CG0962'AS MENTIONED ABOVE, AN AREA SURROUNDING THE STATION HAS BEEN
 CG0962'LEVELED OFF.  ANGULAR MEASUREMENTS BETWEEN THE REFERENCE
 CG0962'MARKS PRODUCED A DIVERGENCE OF 01 MIN 36 SEC.
 CG0962'
 CG0962'REFERENCE MARK NO. 1 WAS MEASURED WITHIN .006 METER OF LISTED
 CG0962'VALUE.
 CG0962'
 CG0962'REFERENCE MARK NO. 2 WAS MEASURED WITHIN .006 METER OF LISTED VALUE.
 CG0962'
 CG0962'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0855 ***********************************************************************
 ES0855  DESIGNATION -  FOURTEEN
 ES0855  PID         -  ES0855
 ES0855  STATE/COUNTY-  AZ/COCONINO
 ES0855  USGS QUAD   -  QUAYLE HILL (1971)
 ES0855
 ES0855                         *CURRENT SURVEY CONTROL
 ES0855  ___________________________________________________________________
 ES0855* NAD 83(1992)-  34 41 20.99861(N)    111 06 42.04441(W)     ADJUSTED  
 ES0855* NAVD 88     -      2017.5    (meters)    6619.     (feet)  VERTCON   
 ES0855  ___________________________________________________________________
 ES0855  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 ES0855  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0855  HORZ ORDER  -  SECOND
 ES0855
 ES0855.The horizontal coordinates were established by classical geodetic methods
 ES0855.and adjusted by the National Geodetic Survey in August 1993.
 ES0855
 ES0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0855
 ES0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0855
 ES0855.The geoid height was determined by GEOID03.
 ES0855
 ES0855;                    North         East     Units Scale Factor Converg.
 ES0855;SPC AZ C     -   409,389.366   287,116.143   MT  0.99996703   +0 27 29.4
 ES0855;SPC AZ C     - 1,343,140.96    941,982.10   iFT  0.99996703   +0 27 29.4
 ES0855;UTM  12      - 3,838,579.343   489,770.717   MT  0.99960129   -0 03 48.8
 ES0855
 ES0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0855!SPC AZ C     -   0.99968710  x   0.99996703  =   0.99965414
 ES0855!UTM  12      -   0.99968710  x   0.99960129  =   0.99928851
 ES0855
 ES0855:                Primary Azimuth Mark                     Grid Az
 ES0855:SPC AZ C     -  DUKE                                     031 31 06.7
 ES0855:UTM  12      -  DUKE                                     032 02 24.9
 ES0855
 ES0855|---------------------------------------------------------------------|
 ES0855| PID    Reference Object                     Distance      Geod. Az  |
 ES0855|                                                           dddmmss.s |
 ES0855| ES0851 DUKE                                APPROX. 0.8 KM 0315836.1 |
 ES0855| ES0870 NINO                                APPROX. 0.7 KM 1892911.9 |
 ES0855|---------------------------------------------------------------------|
 ES0855
 ES0855                          SUPERSEDED SURVEY CONTROL
 ES0855
 ES0855  NAD 83(1986)-  34 41 20.99226(N)    111 06 42.04808(W) AD(       ) 2
 ES0855  NGVD 29 (07/10/87) 2016.6    (m)         6616.     (f) VERT ANG    3  
 ES0855
 ES0855.Superseded values are not recommended for survey control.
 ES0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0855.See file dsdata.txt to determine how the superseded data were derived.
 ES0855
 ES0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8977138579(NAD 83)
 ES0855_MARKER: DS = TRIANGULATION STATION DISK
 ES0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0855+STABILITY: SURFACE MOTION
 ES0855
 ES0855  HISTORY     - Date     Condition        Report By
 ES0855  HISTORY     - 1981     MONUMENTED       AZDT
 ES0855  HISTORY     - 19980817 GOOD             USPSQD
 ES0855  HISTORY     - 20080723 GOOD             GEOCAC
 ES0855
 ES0855                          STATION DESCRIPTION
 ES0855
 ES0855'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0855'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF THE BLUE RIDGE FOREST
 ES0855'SERVICE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0855'
 ES0855'THE STATION MARK IS AN AZDT DISK STAMPED---FOURTEEN 1981---SET IN
 ES0855'TOP OF A CONCRETE MONUMENT 79 FEET WEST OF SR 87 AND 10 FEET NORTH OF
 ES0855'A CAIRN.
 ES0855'
 ES0855'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0855'
 ES0855'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0855'SR 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION, CONTINUE NORTH
 ES0855'ALONG THE HIGHWAY FOR 8.85 MILES TO THE STATION ON THE LEFT AT MILE
 ES0855'POST 308.45.
 ES0855
 ES0855                          STATION RECOVERY (1998)
 ES0855
 ES0855'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0855'RECOVERED IN GOOD CONDITION.
 ES0855
 ES0855                          STATION RECOVERY (2008)
 ES0855
 ES0855'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1009 ***********************************************************************
 ES1009  DESIGNATION -  FOXBORO
 ES1009  PID         -  ES1009
 ES1009  STATE/COUNTY-  AZ/COCONINO
 ES1009  USGS QUAD   -  MUNDS PARK (1974)
 ES1009
 ES1009                         *CURRENT SURVEY CONTROL
 ES1009  ___________________________________________________________________
 ES1009* NAD 83(1992)-  34 52 45.23491(N)    111 39 37.83724(W)     ADJUSTED  
 ES1009* NAVD 88     -      2039.3    (meters)    6691.     (feet)  VERTCON   
 ES1009  ___________________________________________________________________
 ES1009  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 ES1009  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES1009  HORZ ORDER  -  SECOND
 ES1009
 ES1009.The horizontal coordinates were established by classical geodetic methods
 ES1009.and adjusted by the National Geodetic Survey in August 1993.
 ES1009
 ES1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1009
 ES1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1009
 ES1009.The geoid height was determined by GEOID03.
 ES1009
 ES1009;                    North         East     Units Scale Factor Converg.
 ES1009;SPC AZ C     -   430,207.542   236,776.032   MT  0.99990676   +0 08 47.3
 ES1009;SPC AZ C     - 1,411,442.07    776,824.25   iFT  0.99990676   +0 08 47.3
 ES1009;UTM  12      - 3,859,849.443   439,638.450   MT  0.99964490   -0 22 39.8
 ES1009
 ES1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1009!SPC AZ C     -   0.99968373  x   0.99990676  =   0.99959052
 ES1009!UTM  12      -   0.99968373  x   0.99964490  =   0.99932874
 ES1009
 ES1009|---------------------------------------------------------------------|
 ES1009| PID    Reference Object                     Distance      Geod. Az  |
 ES1009|                                                           dddmmss.s |
 ES1009| CH2314 FOXBORO RM 1                          8.640 METERS 02853     |
 ES1009| ES1013 APACHE MAID                         APPROX.19.7 KM 1492720.0 |
 ES1009| CH2315 FOXBORO RM 2                         50.536 METERS 27229     |
 ES1009|---------------------------------------------------------------------|
 ES1009
 ES1009                          SUPERSEDED SURVEY CONTROL
 ES1009
 ES1009  NAD 83(1986)-  34 52 45.23133(N)    111 39 37.83505(W) AD(       ) 2
 ES1009  NAD 27      -  34 52 45.17810(N)    111 39 35.27570(W) AD(       ) 2
 ES1009  NGVD 29 (07/19/86) 2038.4    (m)         6688.     (f) VERT ANG    3  
 ES1009
 ES1009.Superseded values are not recommended for survey control.
 ES1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1009.See file dsdata.txt to determine how the superseded data were derived.
 ES1009
 ES1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3963859849(NAD 83)
 ES1009_MARKER: DS = TRIANGULATION STATION DISK
 ES1009_SETTING: 80 = SET IN A BOULDER
 ES1009_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1009
 ES1009  HISTORY     - Date     Condition        Report By
 ES1009  HISTORY     - 1959     MONUMENTED       CGS
 ES1009  HISTORY     - 20050913 GOOD             USPSQD
 ES1009
 ES1009                          STATION DESCRIPTION
 ES1009
 ES1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1009'THE STATION IS ON A HIGH, TIMBERED MESA, ABOUT 5.5 MILES
 ES1009'NORTH OF THE COCONINO AND YAVAPAI COUNTY LINE, 2.5 MILES
 ES1009'WEST OF INTERSTATE HIGHWAY 17 AND 4.5 MILES EAST OF SEDONA.
 ES1009'
 ES1009'TO REACH THE STATION FROM THE POST OFFICE IN SEDONA, GO SOUTH
 ES1009'ON ARIZONA STATE HIGHWAY 89A FOR 0.3 MILE TO A T ROAD LEFT,
 ES1009'TURN LEFT AND GO EAST FOR 0.3 MILE TO THE EAST END OF THE BRIDGE
 ES1009'OVER OAK CREEK.  TURN LEFT ON THE BLADED ROAD AND GO 9.0
 ES1009'MILES TO A T ROAD ON THE RIGHT AND BUILDINGS ON THE LEFT.
 ES1009'TURN RIGHT ON THE TRACK ROAD, GO 0.65 MILE TO A TRACK ROAD
 ES1009'LEFT.  TURN LEFT, GO 0.45 MILE TO THE END OF THE ROAD AND A
 ES1009'BLAZED TREE.  TURN LEFT THEN RIGHT AND FOLLOW THE BLAZED
 ES1009'TREES FOR 0.45 MILE TO THE STATION.
 ES1009'
 ES1009'THE STATION IS A STANDARD DISK, STAMPED FOXBORO 1959, CEMENTED
 ES1009'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES.
 ES1009'
 ES1009'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOXBORO NO 2 1959,
 ES1009'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES.
 ES1009'
 ES1009'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOXBORO NO 1 1959,
 ES1009'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 ES1009'
 ES1009'NO SUITABLE PLACE FOR AN AZIMUTH.
 ES1009
 ES1009                          STATION RECOVERY (2005)
 ES1009
 ES1009'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 ES1009'MARK FOUND.  ACCESS FROM PRIVATE ROAD PROPERTY INSTEAD OF DIRECTIONS
 ES1009'IN DESCRIPTION. CONDITION IS GOOD BUT BOULDER HAS A CRACK BUT DISK IS
 ES1009'CURRENTLY STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1095 ***********************************************************************
 CG1095  DESIGNATION -  FRAGUITA
 CG1095  PID         -  CG1095
 CG1095  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1095  USGS QUAD   -  ARIVACA (1979)
 CG1095
 CG1095                         *CURRENT SURVEY CONTROL
 CG1095  ___________________________________________________________________
 CG1095* NAD 83(1992)-  31 30 24.60321(N)    111 19 57.78000(W)     ADJUSTED  
 CG1095* NAVD 88     -      1638.     (meters)    5374.     (feet)  SCALED    
 CG1095  ___________________________________________________________________
 CG1095  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CG1095  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CG1095  HORZ ORDER  -  FIRST
 CG1095
 CG1095.The horizontal coordinates were established by classical geodetic methods
 CG1095.and adjusted by the National Geodetic Survey in August 1993.
 CG1095
 CG1095.The orthometric height was scaled from a topographic map.
 CG1095
 CG1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1095
 CG1095.The geoid height was determined by GEOID03.
 CG1095
 CG1095;                    North         East     Units Scale Factor Converg.
 CG1095;SPC AZ C     -    56,336.754   268,827.462   MT  0.99993793   +0 18 18.6
 CG1095;SPC AZ C     -   184,831.87    881,979.86   iFT  0.99993793   +0 18 18.6
 CG1095;UTM  12      - 3,485,822.049   468,406.005   MT  0.99961231   -0 10 26.0
 CG1095
 CG1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1095!SPC AZ C     -   0.99974758  x   0.99993793  =   0.99968552
 CG1095!UTM  12      -   0.99974758  x   0.99961231  =   0.99935999
 CG1095
 CG1095|---------------------------------------------------------------------|
 CG1095| PID    Reference Object                     Distance      Geod. Az  |
 CG1095|                                                           dddmmss.s |
 CG1095| CH5182 FRAGUITA RM 1                         5.395 METERS 13223     |
 CG1095| CG1122 BOUNDARY MON 136 MX US              APPROX.10.9 KM 2292313.2 |
 CG1095| CH5183 FRAGUITA RM 2                         7.720 METERS 32250     |
 CG1095|---------------------------------------------------------------------|
 CG1095
 CG1095                          SUPERSEDED SURVEY CONTROL
 CG1095
 CG1095  NAD 83(1986)-  31 30 24.59254(N)    111 19 57.77859(W) AD(       ) 1
 CG1095  NAD 27      -  31 30 24.26400(N)    111 19 55.42500(W) AD(       ) 1
 CG1095
 CG1095.Superseded values are not recommended for survey control.
 CG1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1095.See file dsdata.txt to determine how the superseded data were derived.
 CG1095
 CG1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV6840685822(NAD 83)
 CG1095_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CG1095_SETTING: 80 = SET IN A BOULDER
 CG1095_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1095
 CG1095  HISTORY     - Date     Condition        Report By
 CG1095  HISTORY     - 1935     MONUMENTED       CGS
 CG1095  HISTORY     - 1972     GOOD             AZHD
 CG1095
 CG1095                          STATION DESCRIPTION
 CG1095
 CG1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1095'ON THE SUMMIT OF A HIGH SHARP PEAK, KNOWN LOCALLY AS YELLOW JACKET
 CG1095'MOUNTAIN, ABOUT 5 MILES, AIR LINE, DUE SOUTH OF ARIVACA, AND
 CG1095'THE HIGHEST POINT IN THE VICINITY.  MARKED BY A STANDARD BRONZE
 CG1095'DISK, REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1095'REFERENCE DISK, IS 5.395 METERS (17.70 FEET) FROM
 CG1095'STATION S 47 DEG 37 MIN E. REFERENCE MARK NO. 2, A
 CG1095'STANDARD BRONZE REFERENCE DISK, IS 7,720 METERS
 CG1095'(25.33 FEET) FROM STATION N 37 DEG 10 MIN W. BOUNDARY
 CG1095'MONUMENT NO. 136 (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
 CG1095
 CG1095                          STATION RECOVERY (1972)
 CG1095
 CG1095'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1095'A.  GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS WERE
 CG1095'RECOVERED IN GOOD CONDITION AS DESCRIBED BY USC AND GS.  THE
 CG1095'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0858 ***********************************************************************
 CY0858  DESIGNATION -  FRANK
 CY0858  PID         -  CY0858
 CY0858  STATE/COUNTY-  AZ/GREENLEE
 CY0858  USGS QUAD   -  DUNCAN (1986)
 CY0858
 CY0858                         *CURRENT SURVEY CONTROL
 CY0858  ___________________________________________________________________
 CY0858* NAD 83(1992)-  32 40 56.56881(N)    109 04 53.21552(W)     ADJUSTED  
 CY0858* NAVD 88     -      1135.8    (meters)    3726.     (feet)  VERTCON   
 CY0858  ___________________________________________________________________
 CY0858  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 CY0858  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CY0858  HORZ ORDER  -  SECOND
 CY0858
 CY0858.The horizontal coordinates were established by classical geodetic methods
 CY0858.and adjusted by the National Geodetic Survey in August 1993.
 CY0858
 CY0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0858
 CY0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0858
 CY0858.The geoid height was determined by GEOID03.
 CY0858
 CY0858;                    North         East     Units Scale Factor Converg.
 CY0858;SPC AZ E     -   187,050.987   315,131.298   MT  1.00002767   +0 35 09.8
 CY0858;SPC AZ E     -   613,684.34  1,033,895.33   iFT  1.00002767   +0 35 09.8
 CY0858;UTM  12      - 3,617,703.053   679,876.584   MT  0.99999898   +1 02 10.5
 CY0858
 CY0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0858!SPC AZ E     -   0.99982578  x   1.00002767  =   0.99985345
 CY0858!UTM  12      -   0.99982578  x   0.99999898  =   0.99982476
 CY0858
 CY0858:                Primary Azimuth Mark                     Grid Az
 CY0858:SPC AZ E     -  ARIMEX                                   017 53 44.9
 CY0858:UTM  12      -  ARIMEX                                   017 26 44.2
 CY0858
 CY0858|---------------------------------------------------------------------|
 CY0858| PID    Reference Object                     Distance      Geod. Az  |
 CY0858|                                                           dddmmss.s |
 CY0858| CY1085 ARIMEX                              APPROX. 9.9 KM 0182854.7 |
 CY0858| CY0865 FRANK RM 1                            9.085 METERS 15835     |
 CY0858| CY0866 FRANK RM 2                            9.107 METERS 33817     |
 CY0858|---------------------------------------------------------------------|
 CY0858
 CY0858                          SUPERSEDED SURVEY CONTROL
 CY0858
 CY0858  NAD 83(1986)-  32 40 56.56203(N)    109 04 53.21577(W) AD(       ) 2
 CY0858  NGVD 29 (02/22/88) 1135.2    (m)         3724.     (f) VERT ANG    3  
 CY0858
 CY0858.Superseded values are not recommended for survey control.
 CY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0858.See file dsdata.txt to determine how the superseded data were derived.
 CY0858
 CY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7987717703(NAD 83)
 CY0858_MARKER: DS = TRIANGULATION STATION DISK
 CY0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0858+STABILITY: SURFACE MOTION
 CY0858
 CY0858  HISTORY     - Date     Condition        Report By
 CY0858  HISTORY     - 1983     MONUMENTED       AZDT
 CY0858  HISTORY     - 20061021 MARK NOT FOUND   GEOCAC
 CY0858
 CY0858                          STATION DESCRIPTION
 CY0858
 CY0858'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0858'THE STATION IS LOCATED 3 MILES SOUTHEAST OF DUNCAN ALONG U.S. HIGHWAY
 CY0858'70.
 CY0858'
 CY0858'THE STATION MARK IS AN AZDT DISK STAMPED---FRANK 1983---.  IT IS SET
 CY0858'IN TOP OF A 10 INCH CONCRETE MONUMENT, 46 FEET NORTHEAST OF THE CENTER
 CY0858'LINE OF THE HIGHWAY AND 3 FEET NORTH OF THE WITNESS POST.
 CY0858'
 CY0858'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FRANK RM 1 1983---.  IT IS
 CY0858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0858'
 CY0858'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FRANK RM 2 1983---.  IT IS
 CY0858'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0858'
 CY0858'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN TRAVEL NORTHEAST
 CY0858'ALONG MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN RIGHT AND
 CY0858'TRAVEL SOUTHEAST FOR 3.0 MILES TO MILEPOST 382 AND THE STATION ON THE
 CY0858'LEFT.
 CY0858
 CY0858                          STATION RECOVERY (2006)
 CY0858
 CY0858'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0858'RECOVERED REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD CONDITION AS
 CY0858'DESCRIBED BUT DID NOT FIND STATION MARK. PROBED THE GROUND IN THE AREA
 CY0858'WHERE THE STATION MARK SHOULD BE LOCATED, BUT DID NOT DETECT ANYTHING.
 CY0858'NOTE THAT BOTH REFERENCE MARKS ARE DATED 1982 (NOT 1983), AND THERE
 CY0858'ARE THREE WITNESS POSTS - EACH MARK IS LOCATED TO THE EAST OF A
 CY0858'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2045 ***********************************************************************
 DU2045  DESIGNATION -  FRASER
 DU2045  PID         -  DU2045
 DU2045  STATE/COUNTY-  AZ/PINAL
 DU2045  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU2045
 DU2045                         *CURRENT SURVEY CONTROL
 DU2045  ___________________________________________________________________
 DU2045* NAD 83(1992)-  33 22 44.85148(N)    111 14 26.62127(W)     ADJUSTED  
 DU2045* NAVD 88     -      1408.0    (meters)    4619.     (feet)  VERTCON   
 DU2045  ___________________________________________________________________
 DU2045  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 DU2045  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DU2045  HORZ ORDER  -  FIRST
 DU2045
 DU2045.The horizontal coordinates were established by classical geodetic methods
 DU2045.and adjusted by the National Geodetic Survey in August 1993.
 DU2045
 DU2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2045
 DU2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2045
 DU2045.The geoid height was determined by GEOID03.
 DU2045
 DU2045;                    North         East     Units Scale Factor Converg.
 DU2045;SPC AZ C     -   263,999.425   276,251.375   MT  0.99994875   +0 22 18.8
 DU2045;SPC AZ C     -   866,139.85    906,336.53   iFT  0.99994875   +0 22 18.8
 DU2045;UTM  12      - 3,693,343.983   477,608.824   MT  0.99960618   -0 07 56.8
 DU2045
 DU2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2045!SPC AZ C     -   0.99978350  x   0.99994875  =   0.99973226
 DU2045!UTM  12      -   0.99978350  x   0.99960618  =   0.99938976
 DU2045
 DU2045|---------------------------------------------------------------------|
 DU2045| PID    Reference Object                     Distance      Geod. Az  |
 DU2045|                                                           dddmmss.s |
 DU2045| CH5186 FRASER RM 2                           4.109 METERS 01248     |
 DU2045| CH5184 FRASER AZ MK                                       1371615.6 |
 DU2045| CH5185 FRASER RM 1                           3.645 METERS 26849     |
 DU2045| DU2085 ROADSIDE                            APPROX.22.6 KM 2703121.7 |
 DU2045|---------------------------------------------------------------------|
 DU2045
 DU2045                          SUPERSEDED SURVEY CONTROL
 DU2045
 DU2045  NAD 83(1986)-  33 22 44.84665(N)    111 14 26.62372(W) AD(       ) 1
 DU2045  NAD 27      -  33 22 44.66100(N)    111 14 24.17900(W) AD(       ) 1
 DU2045  NGVD 29 (07/19/86) 1407.3    (m)         4617.     (f) VERT ANG    3  
 DU2045
 DU2045.Superseded values are not recommended for survey control.
 DU2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2045.See file dsdata.txt to determine how the superseded data were derived.
 DU2045
 DU2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7760993344(NAD 83)
 DU2045_MARKER: DS = TRIANGULATION STATION DISK
 DU2045_SETTING: 66 = SET IN ROCK OUTCROP
 DU2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2045
 DU2045  HISTORY     - Date     Condition        Report By
 DU2045  HISTORY     - 1938     MONUMENTED       CGS
 DU2045  HISTORY     - 1946     GOOD             CGS
 DU2045  HISTORY     - 1946     GOOD             USGS
 DU2045  HISTORY     - 1965     GOOD             USGS
 DU2045
 DU2045                          STATION DESCRIPTION
 DU2045
 DU2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2045'ABOUT 9 MILES N AND 5-1/2 MILES E OF FLORENCE JUNCTION AND 8
 DU2045'MILES W AND 6 MILES N OF SUPERIOR, ARIZ.  STATION IS ON HIGHEST
 DU2045'POINT OF DIVIDE BETWEEN MILLSITE CREEK ON E AND FRASER CREEK
 DU2045'ON W.  PEAK HAS ALMOST VERTICAL CLIFFS ON E AND N.
 DU2045'
 DU2045'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DU2045'DISKS IN OUTCROPPING BEDROCK.
 DU2045'
 DU2045'STATION IS REACHED FROM POST OFFICE IN FLORENCE JUNCTION,
 DU2045'ARIZ. BY GOING NW ON ARIZ. 70, 0.05 MILE TO A PAVED ROAD
 DU2045'LEADING R.  THENCE TURN R AND FOLLOW PAVED ROAD 2.1 MILES
 DU2045'TO QUEEN CREEK BRIDGE.  CONTINUE ON 0.05 MILE TO A TRACK ROAD
 DU2045'LEADING R.  TURN R AND FOLLOW MAIN-TRAVELED ROAD 3.15 MILES
 DU2045'TO A FORK.  THENCE TAKE L FORK AND FOLLOW MAIN-TRAVELED ROAD
 DU2045'2.45 MILES TO A DIM R FORK.  THENCE KEEP STRAIGHT AHEAD, L
 DU2045'FORK MAIN-TRAVELED ROAD 0.4 MILE TO A DIM R FORK.
 DU2045'MAIN-TRAVELED ROAD GOES L 0.25 MILE TO A RANCHHOUSE.  TURN R ON
 DU2045'DIM ROAD AND GO NORTHERLY 2.45 MILES TO A FORK.  TAKE R FORK
 DU2045'AND CONTINUE ON 0.05 MILE TO A WIRE GATE.  THENCE CONTINUE
 DU2045'0.2 MILE TO A POINT WHERE ROAD CURVES TO R AND END OF
 DU2045'TRUCK TRAVEL.  FROM HERE STATION SITE IS VISIBLE ABOUT 2
 DU2045'1/2 MILES DISTANT AT 46 DEG MAGNETIC.  FROM HERE GO
 DU2045'NORTHERLY ON, BEARING 350 DEG MAGNETIC ABOUT 0.2 MILE TO A
 DU2045'WASH.  HERE TURN R UP WASH AND CONTINUE IN LEFT-HAND
 DU2045'MAIN WASH TO A SADDLE ON RIDGE.  THENCE R ALONG RIDGE TO
 DU2045'HIGHEST POINT AND STATION SITE.  THIS STATION IS ABOUT A
 DU2045'3-HOUR PACK.
 DU2045'
 DU2045'REFERENCE MARK NO. 1 IS W OF STATION AT ABOUT SAME ELEVATION.
 DU2045'REFERENCE MARK NO. 2 IS N BY E OF STATION AT ABOUT SAME ELEVATION.
 DU2045'AZIMUTH MARK IS ABOUT 2-1/2 MILES SW OF STATION AND ABOUT
 DU2045'2000 FEET LOWER IN ELEVATION.  IT IS ABOUT 100 FEET NE OF END
 DU2045'OF TRUCK TRAVEL ON WESTERN SLOPE OF A HILL.
 DU2045
 DU2045                          STATION RECOVERY (1946)
 DU2045
 DU2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2045'STATION AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 DU2045'CONDITION EXCEPT THAT THE PUBLISHED DISTANCE TO REFERENCE
 DU2045'MARK NO. 2 AS GIVEN IN METERS IS INCORRECT.  THE CORRECT
 DU2045'DISTANCE IS GIVEN BELOW.  THE AZIMUTH MARK WAS NOT SEARCHED
 DU2045'FOR AS THE ORIGINAL DESCRIPTION WAS NOT FOLLOWED TO REACH
 DU2045'THE STATION.
 DU2045'
 DU2045'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE NORTHEAST OF
 DU2045'FLORENCE JUNCTION AND ABOUT 9 MILES AIR LINE NORTHWEST OF
 DU2045'SUPERIOR, ON THE HIGHEST POINT OF THE DIVIDE BETWEEN MILL
 DU2045'SITE CREEK ON THE EAST AND FRASER CREEK ON THE WEST.  THE
 DU2045'STATION MARK IS A BRONZE DISK STAMPED--FRASER 1938, SET IN
 DU2045'OUTCROPPING BEDROCK FLUSH WITH GROUND ON THE HIGHEST POINT
 DU2045'OF A ROUNDED PEAK, 8 PACES NORTH OF THE SOUTH BRIM AND 8 PACES
 DU2045'SOUTH OF NORTH BRIM.
 DU2045'
 DU2045'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--FRASER NO 1
 DU2045'1938, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND, 5 PACES
 DU2045'NORTH OF THE SOUTH BRIM AND 1 PACE SOUTH OF THE NORTH BRIM.
 DU2045'IT IS AT THE SAME ELEVATION AS THE STATION MARK.
 DU2045'
 DU2045'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--FRASER NO 2
 DU2045'1938, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND, 4 PACES
 DU2045'WEST OF THE EAST BRIM AND 4 PACES NORTHWEST OF THE HIGHEST
 DU2045'POINT OF PEAK.  IT IS AT THE SAME ELEVATION AS THE STATION
 DU2045'MARK.
 DU2045'
 DU2045'TO REACH STATION FROM POST OFFICE IN SUPERIOR.  GO WEST ON
 DU2045'HIGHWAY U.S. 60 AND 70 TO A DIRT ROAD RIGHT AT SIGN SNOW WHITE
 DU2045'PERLITES MINES 5 MILES.  TURN RIGHT, GO 0.05 MILE TO FORK.
 DU2045'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 4.8 MILES TO A DIM
 DU2045'ROAD RIGHT.  TURN RIGHT DOWN INTO QUEEN CREEK, THEN RIGHT,
 DU2045'ACROSS CREEK AND UP HEWITT CANYON 0.35 MILE TO A WIRE GATE.
 DU2045'PASS THROUGH GATE, FOLLOW CANYON 1.9 MILE TO A DIM ROAD LEFT
 DU2045'LEADING UP CANYON.  TURN LEFT AND GO 1.4 MILE TO END OF TRUCK
 DU2045'TRAVEL AT LARGE BEDROCK IN BOTTOM OF CANYON.  FROM HERE
 DU2045'WALK UP MAIN CANYON KEEPING TO THE RIGHT OF THE LARGE ROCK
 DU2045'PROJECTION, TO MOUTH OF ANOTHER CANYON ON THE LEFT.  AT
 DU2045'WHICH POINT A LARGE ROCK BUTTE CAN BE SEEN TO THE NORTHWEST.
 DU2045'WALK UP LEFT HAND CANYON, TO RIGHT OF BUTTE, TO THE HEAD
 DU2045'OF THE CANYON AT SADDLE.  THENCE RIGHT, NORTHEAST, UP
 DU2045'RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 DU2045'THREE HOUR PACK.
 DU2045'
 DU2045'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DU2045
 DU2045                          STATION RECOVERY (1946)
 DU2045
 DU2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2045'RECOVERED IN GOOD CONDITION.
 DU2045
 DU2045                          STATION RECOVERY (1965)
 DU2045
 DU2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU2045'RECOVERED IN GOOD CONDITION.
 DU2045'
 DU2045'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5949 ***********************************************************************
 DG5949  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5949  DESIGNATION -  FRAZ
 DG5949  PID         -  DG5949
 DG5949  STATE/COUNTY-  AZ/COCONINO
 DG5949  USGS QUAD   -  FRAZIER WELLS (1967)
 DG5949
 DG5949                         *CURRENT SURVEY CONTROL
 DG5949  ___________________________________________________________________
 DG5949* NAD 83(2007)-  35 47 02.10322(N)    113 04 23.18384(W)     ADJUSTED  
 DG5949* NAVD 88     -      1840.29   (meters)    6037.7    (feet)  GPS OBS   
 DG5949  ___________________________________________________________________
 DG5949  EPOCH DATE  -        2007.00
 DG5949  X           -  -2,030,668.460 (meters)                     COMP
 DG5949  Y           -  -4,767,034.571 (meters)                     COMP
 DG5949  Z           -   3,709,830.170 (meters)                     COMP
 DG5949  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 DG5949  ELLIP HEIGHT-        1816.051 (meters)          (02/10/07) ADJUSTED
 DG5949  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 DG5949
 DG5949  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5949  Type    PID    Designation                      North   East  Ellip
 DG5949  -------------------------------------------------------------------
 DG5949  NETWORK DG5949 FRAZ                              0.33   0.27   0.80
 DG5949  -------------------------------------------------------------------
 DG5949
 DG5949.The horizontal coordinates were established by GPS observations
 DG5949.and adjusted by the National Geodetic Survey in February 2007.
 DG5949
 DG5949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5949.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5949.The horizontal coordinates are valid at the epoch date displayed above.
 DG5949.The epoch date for horizontal control is a decimal equivalence
 DG5949.of Year/Month/Day.
 DG5949
 DG5949.The orthometric height was determined by GPS observations and a
 DG5949.high-resolution geoid model.
 DG5949.The orthometric height was determined by GPS observations and a
 DG5949.high-resolution geoid model using precise GPS observation and
 DG5949.processing techniques.
 DG5949
 DG5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5949
 DG5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5949
 DG5949.The ellipsoidal height was determined by GPS observations
 DG5949.and is referenced to NAD 83.
 DG5949
 DG5949.The geoid height was determined by GEOID03.
 DG5949
 DG5949;                    North         East     Units Scale Factor Converg.
 DG5949;SPC AZ C     -   531,156.394   108,815.597   MT  1.00003464   -0 40 34.6
 DG5949;SPC AZ C     - 1,742,639.09    357,006.55   iFT  1.00003464   -0 40 34.6
 DG5949;UTM  12      - 3,961,964.738   312,634.409   MT  1.00003261   -1 12 45.2
 DG5949
 DG5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5949!SPC AZ C     -   0.99971505  x   1.00003464  =   0.99974968
 DG5949!UTM  12      -   0.99971505  x   1.00003261  =   0.99974765
 DG5949
 DG5949                          SUPERSEDED SURVEY CONTROL
 DG5949
 DG5949  ELLIP H (08/22/05) 1816.057  (m)                       GP(       ) 3 1
 DG5949  NAD 83(1992)-  35 47 02.10317(N)    113 04 23.18319(W) AD(       ) A
 DG5949  ELLIP H (06/28/04) 1816.000  (m)                       GP(       ) 3 2
 DG5949
 DG5949.Superseded values are not recommended for survey control.
 DG5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5949.See file dsdata.txt to determine how the superseded data were derived.
 DG5949
 DG5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1263461965(NAD 83)
 DG5949_MARKER: Z = SEE DESCRIPTION
 DG5949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG5949_SP_SET: SET IN PEDESTAL
 DG5949_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5949+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5949
 DG5949  HISTORY     - Date     Condition        Report By
 DG5949  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5949  HISTORY     - 20050401 GOOD             GRANCN
 DG5949
 DG5949                          STATION DESCRIPTION
 DG5949
 DG5949'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5949'FROM PEACH SPRINGS, AZ, FOLLOW RTE.66 EAST 6.5 MILES TO HUALAPAI ROUTE
 DG5949'18.  TURN LEFT (NORTH) AND FOLLOW FOR 23 MILES TO HUALAPAI ROUTE 10 AT
 DG5949'FRAZIER  WELL, TURN LEFT (WEST) AND PARK BEFORE THE FIRST
 DG5949'INTERSECTION. STATION IS  SOUTHWEST OF THE RTE 18 AND RTE 10
 DG5949'INTERSECTION AND  IS SET ON 5-FOOT  CONCRETE PEDESTAL/ FOUNDATION
 DG5949'RISING 3 FEET FROM GROUND SURFACE IN THE  CENTER OF THE REMAINS OF A
 DG5949'BRICK KILN.
 DG5949' 
 DG5949'STATION IS A 5/8-INCH DIMPLED STAINLESS STEEL PIN, ANCHORED IN
 DG5949'CONCRETE  PEDESTAL.
 DG5949
 DG5949                          STATION RECOVERY (2005)
 DG5949
 DG5949'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5949'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0917 ***********************************************************************
 FR0917  DESIGNATION -  FRAZIER
 FR0917  PID         -  FR0917
 FR0917  STATE/COUNTY-  AZ/COCONINO
 FR0917  USGS QUAD   -  FRAZIER WELLS (1967)
 FR0917
 FR0917                         *CURRENT SURVEY CONTROL
 FR0917  ___________________________________________________________________
 FR0917* NAD 83(1992)-  35 49 11.07380(N)    113 01 57.03373(W)     ADJUSTED  
 FR0917* NAVD 88     -      2058.     (meters)    6752.     (feet)  SCALED    
 FR0917  ___________________________________________________________________
 FR0917  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 FR0917  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FR0917  HORZ ORDER  -  SECOND
 FR0917
 FR0917.The horizontal coordinates were established by classical geodetic methods
 FR0917.and adjusted by the National Geodetic Survey in August 1993.
 FR0917
 FR0917.The orthometric height was scaled from a topographic map.
 FR0917
 FR0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0917
 FR0917.The geoid height was determined by GEOID03.
 FR0917
 FR0917;                    North         East     Units Scale Factor Converg.
 FR0917;SPC AZ C     -   535,088.668   112,531.107   MT  1.00002524   -0 39 11.1
 FR0917;SPC AZ C     - 1,755,540.25    369,196.55   iFT  1.00002524   -0 39 11.1
 FR0917;UTM  12      - 3,965,862.025   316,386.556   MT  1.00001545   -1 11 23.4
 FR0917
 FR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0917!SPC AZ C     -   0.99968087  x   1.00002524  =   0.99970610
 FR0917!UTM  12      -   0.99968087  x   1.00001545  =   0.99969631
 FR0917
 FR0917|---------------------------------------------------------------------|
 FR0917| PID    Reference Object                     Distance      Geod. Az  |
 FR0917|                                                           dddmmss.s |
 FR0917| CH2317 FRAZIER RM 1                         17.734 METERS 01242     |
 FR0917| CH2318 FRAZIER RM 2                         15.434 METERS 08619     |
 FR0917| CH2316 FRAZIER AZ MK                                      3540207.8 |
 FR0917|---------------------------------------------------------------------|
 FR0917
 FR0917                          SUPERSEDED SURVEY CONTROL
 FR0917
 FR0917  NAD 83(1986)-  35 49 11.06553(N)    113 01 57.03018(W) AD(       ) 2
 FR0917  NAD 27      -  35 49 11.10600(N)    113 01 54.31700(W) AD(       ) 2
 FR0917
 FR0917.Superseded values are not recommended for survey control.
 FR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0917.See file dsdata.txt to determine how the superseded data were derived.
 FR0917
 FR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1638765862(NAD 83)
 FR0917_MARKER: DS = TRIANGULATION STATION DISK
 FR0917_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0917_SP_SET: METAL PIPE IN CONCRETE
 FR0917
 FR0917  HISTORY     - Date     Condition        Report By
 FR0917  HISTORY     - 1936     MONUMENTED       CGS
 FR0917  HISTORY     - 1965     GOOD             CGS
 FR0917
 FR0917                          STATION DESCRIPTION
 FR0917
 FR0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0917'THIS STATION IS ON THE SECOND HIGHEST POINT ON THE BACKBONE
 FR0917'RIDGE WHICH IS ON THE EAST SIDE OF A VALLEY WHICH CONTAINS
 FR0917'FRAZIERS WELL AND NUMEROUS TANKS.  IT IS 3 MILES AIRLINE
 FR0917'NORTHEAST OF FRAZIERS WELL, ABOUT 25 MILES AIRLINE NORTH OF
 FR0917'U.S. HIGHWAY 66, AND ABOUT 12 MILES AIRLINE EAST OF THE HIGH
 FR0917'RIM OF THE COLORADO RIVER.  THERE IS A POINT ON THE RIDGE
 FR0917'SLIGHTLY HIGHER, ABOUT 1/2 MILE SOUTH-SOUTHEAST FROM THE
 FR0917'STATION.
 FR0917'
 FR0917'THE STATION AND BOTH REFERENCE MARKS ARE MARKED BY STANDARD
 FR0917'DISKS SET IN THE TOP OF PIPES WHICH ARE EMBEDDED IN AN IRREGULAR
 FR0917'MASS OF CONCRETE.  THE TOP OF THE CONCRETE IS SLIGHTLY UNDER THE
 FR0917'GROUND SURFACE AND THE DISKS PROJECT ABOUT 8 INCHES ABOVE IT.
 FR0917'THE AZIMUTH MARK, SET IN A SQUARE CONCRETE MONUMENT IS ON THE FIRST
 FR0917'KNOLL NORTH OF THE STATION, ABOUT 0.4 MILE, AND PROJECTS ABOUT 6
 FR0917'INCHES.
 FR0917'
 FR0917'A 20-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 FR0917'
 FR0917'TO REACH THE STATION FROM PEACH SPRINGS, GO EAST ON U.S.
 FR0917'HIGHWAY 66 FOR 13.8 MILES TO HYDE PARK GASOLINE STATION ON THE
 FR0917'LEFT.  CONTINUE ON U.S. HIGHWAY 66 FOR 3.8 MILES TO AN OLD
 FR0917'GRADED ROAD TO THE LEFT THROUGH A WIRE GATE.  TURN LEFT AND
 FR0917'GO NORTH ON THIS ROAD UP THE VALLEY FOR 14.9 MILES TO A SWING
 FR0917'GATE IN THE HUALPAI RESERVATION FENCE.  GO THROUGH THIS GATE
 FR0917'AND CONTINUE ON GRADED ROAD FOR 0.7 MILE TO A POINT WHERE TWO
 FR0917'BRIGHT ROADS LEAD OFF TO THE RIGHT.  TAKE THE EXTREME RIGHT
 FR0917'(MORE SOUTHERLY) OF THE TWO ROADS AND FOLLOW IT FOR 7.0 MILES
 FR0917'TO THE HOUSE AT FRAZIERS WELL.  FROM THE HOUSE, GO EAST
 FR0917'ALONG THE SOUTH SIDE OF THE CORRAL FENCE FOR 0.1 MILE TO A
 FR0917'POINT OPPOSITE A GATE.  HERE TURN RIGHT FOR A SHORT
 FR0917'DISTANCE, THEN KEEP AT TWO SUCCESSIVE FORKS AND GO 0.4 MILE
 FR0917'FROM THE GATE TO ANOTHER FORK.  TAKE THE RIGHT FORK AND
 FR0917'GO 3.3 MILES UP A VALLEY TO ANOTHER FORK.  TAKE THE RIGHT
 FR0917'FORK AGAIN AND GO 0.6 MILE TO A TRIPLE BLAZED CEDAR
 FR0917'TREE ON THE SOUTH SIDE OF THE ROAD.  HERE, TURN RIGHT OFF
 FR0917'THE ROAD AND GO ACROSS COUNTRY UP THE RIDGE TO THE
 FR0917'SOUTHEAST FOR ABOUT 0.65 MILE TO THE STATION.
 FR0917
 FR0917                          STATION RECOVERY (1965)
 FR0917
 FR0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FR0917'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 FR0917'REACH THE STATION FOLLOWS.
 FR0917'
 FR0917'FROM THE POST OFFICE IN PEACH SPRINGS, GO EAST ON U.S. HIGHWAY
 FR0917'66 7.1 MILES TO A SIDE ROAD LEFT AND SIGN FRAZIER WELLS ON THE
 FR0917'RIGHT, TURN LEFT AND GO NORTHEAST ON GRAVELED ROAD FOR 22.85
 FR0917'MILES TO A SIDE ROAD LEFT AND SIGN FRAZIER WELLS ON THE RIGHT,
 FR0917'CONTINUE NORTH 3.0 MILES TO A DIM TRACK ROAD RIGHT AND THE
 FR0917'END OF TRUCK TRAVEL.  PACK EAST TO THE HIGHEST POINT OF
 FR0917'THE HILL AND THE STATION, A 30-MINUTE PACK.
 FR0917'
 FR0917'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI8807 ***********************************************************************
 AI8807  HT_MOD      -  This is a Height Modernization Survey Station.
 AI8807  DESIGNATION -  FRED ECC REF DIMPLE
 AI8807  PID         -  AI8807
 AI8807  STATE/COUNTY-  AZ/COCONINO
 AI8807  USGS QUAD   -  SHINARUMP POINT (1988)
 AI8807
 AI8807                         *CURRENT SURVEY CONTROL
 AI8807  ___________________________________________________________________
 AI8807* NAD 83(CORS)-  36 59 17.97779(N)    112 29 57.13533(W)     ADJUSTED  
 AI8807* NAVD 88     -      1552.67   (meters)    5094.1    (feet)  GPS OBS   
 AI8807  ___________________________________________________________________
 AI8807  EPOCH DATE  -        2002.00
 AI8807  X           -  -1,952,383.540 (meters)                     COMP
 AI8807  Y           -  -4,713,655.983 (meters)                     COMP
 AI8807  Z           -   3,817,279.343 (meters)                     COMP
 AI8807  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AI8807  ELLIP HEIGHT-        1530.506 (meters)          (03/??/02) ADJUSTED
 AI8807  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AI8807  HORZ ORDER  -  A
 AI8807  ELLP ORDER  -  FOURTH    CLASS I
 AI8807
 AI8807.ITRF positions are available for this station.
 AI8807.The horizontal coordinates were established by GPS observations
 AI8807.and adjusted by the National Geodetic Survey in March 2002.
 AI8807.The horizontal coordinates are valid at the epoch date displayed above.
 AI8807.The epoch date for horizontal control is a decimal equivalence
 AI8807.of Year/Month/Day.
 AI8807
 AI8807.The orthometric height was determined by GPS observations and a
 AI8807.high-resolution geoid model.
 AI8807.The orthometric height was determined by GPS observations and a
 AI8807.high-resolution geoid model using precise GPS observation and
 AI8807.processing techniques.
 AI8807
 AI8807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8807
 AI8807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8807
 AI8807.The ellipsoidal height was determined by GPS observations
 AI8807.and is referenced to NAD 83.
 AI8807
 AI8807.The geoid height was determined by GEOID03.
 AI8807
 AI8807;                    North         East     Units Scale Factor Converg.
 AI8807;SPC AZ C     -   664,333.411   161,504.367   MT  0.99993312   -0 21 01.8
 AI8807;SPC AZ C     - 2,179,571.56    529,869.97   iFT  0.99993312   -0 21 01.8
 AI8807;UTM  12      - 4,094,627.794   366,582.070   MT  0.99981929   -0 54 07.7
 AI8807
 AI8807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8807!SPC AZ C     -   0.99975987  x   0.99993312  =   0.99969301
 AI8807!UTM  12      -   0.99975987  x   0.99981929  =   0.99957921
 AI8807
 AI8807                          SUPERSEDED SURVEY CONTROL
 AI8807
 AI8807  NAD 83(2007)-  36 59 17.97753(N)    112 29 57.13520(W) AD(2007.00) 0
 AI8807  ELLIP H (02/10/07) 1530.506  (m)                       GP(2007.00)    
 AI8807  NAD 83(CORS)-  36 59 17.97830(N)    112 29 57.13543(W) AD(1997.00) A
 AI8807  ELLIP H (09/??/01) 1530.514  (m)                       GP(1997.00) 4 1
 AI8807  NAD 83(CORS)-  36 59 17.98705(N)    112 29 57.13534(W) AD(1997.00) A
 AI8807  ELLIP H (12/??/00) 1530.722  (m)                       GP(1997.00) 4 1
 AI8807
 AI8807.Superseded values are not recommended for survey control.
 AI8807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8807.See file dsdata.txt to determine how the superseded data were derived.
 AI8807
 AI8807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6658294628(NAD 83)
 AI8807_STAMPING: NONE
 AI8807'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'FRED'
 AI8807'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8807'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8807'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8807'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8807'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8807'
 AI8807' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI8805 ***********************************************************************
 AI8805  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8805  DESIGNATION -  FREDONIA CORS ARP
 AI8805  CORS_ID     -  FRED
 AI8805  PID         -  AI8805
 AI8805  STATE/COUNTY-  AZ/COCONINO
 AI8805  USGS QUAD   -  SHINARUMP POINT (1988)
 AI8805
 AI8805                         *CURRENT SURVEY CONTROL
 AI8805  ___________________________________________________________________
 AI8805* NAD 83(CORS)-  36 59 17.97779(N)    112 29 57.13533(W)     ADJUSTED  
 AI8805* NAVD 88     -              **(meters)            **(feet)            
 AI8805  ___________________________________________________________________
 AI8805  EPOCH DATE  -        2002.00
 AI8805  X           -  -1,952,383.580 (meters)                     COMP
 AI8805  Y           -  -4,713,656.078 (meters)                     COMP
 AI8805  Z           -   3,817,279.421 (meters)                     COMP
 AI8805  ELLIP HEIGHT-        1530.635 (meters)          (03/??/02) ADJUSTED
 AI8805  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AI8805  HORZ ORDER  -  SPECIAL (CORS)
 AI8805  ELLP ORDER  -  SPECIAL (CORS)
 AI8805
 AI8805.ITRF positions are available for this station.
 AI8805.The coordinates were established by GPS observations
 AI8805.and adjusted by the National Geodetic Survey in March 2002.
 AI8805.The coordinates are valid at the epoch date displayed above.
 AI8805.The epoch date for horizontal control is a decimal equivalence
 AI8805.of Year/Month/Day.
 AI8805
 AI8805
 AI8805.The PID for the CORS L1 Phase Center is AI8806.
 AI8805
 AI8805.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8805
 AI8805.The ellipsoidal height was determined by GPS observations
 AI8805.and is referenced to NAD 83.
 AI8805
 AI8805.The geoid height was determined by GEOID03.
 AI8805
 AI8805;                    North         East     Units Scale Factor Converg.
 AI8805;SPC AZ C     -   664,333.411   161,504.367   MT  0.99993312   -0 21 01.8
 AI8805;SPC AZ C     - 2,179,571.56    529,869.97   iFT  0.99993312   -0 21 01.8
 AI8805
 AI8805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8805!SPC AZ C     -   0.99975985  x   0.99993312  =   0.99969299
 AI8805
 AI8805                          SUPERSEDED SURVEY CONTROL
 AI8805
 AI8805  NAD 83(CORS)-  36 59 17.97830(N)    112 29 57.13543(W) AD(1997.00) c
 AI8805  ELLIP H (09/??/01) 1530.643  (m)                       GP(1997.00) c c
 AI8805  NAD 83(CORS)-  36 59 17.98705(N)    112 29 57.13534(W) AD(1997.00) c
 AI8805  ELLIP H (12/??/00) 1530.851  (m)                       GP(1997.00) c c
 AI8805
 AI8805.Superseded values are not recommended for survey control.
 AI8805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8805.See file dsdata.txt to determine how the superseded data were derived.
 AI8805
 AI8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6658294628(NAD 83)
 AI8805_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8805
 AI8805                          STATION DESCRIPTION
 AI8805
 AI8805'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI8805'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8805'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8805'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8805'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8805'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI8806 ***********************************************************************
 AI8806  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8806  DESIGNATION -  FREDONIA CORS L1 PHASE CENTER
 AI8806  CORS_ID     -  FRED
 AI8806  PID         -  AI8806
 AI8806  STATE/COUNTY-  AZ/COCONINO
 AI8806  USGS QUAD   -  SHINARUMP POINT (1988)
 AI8806
 AI8806                         *CURRENT SURVEY CONTROL
 AI8806  ___________________________________________________________________
 AI8806* NAD 83(CORS)-  36 59 17.97783(N)    112 29 57.13531(W)     ADJUSTED  
 AI8806* NAVD 88     -              **(meters)            **(feet)            
 AI8806  ___________________________________________________________________
 AI8806  EPOCH DATE  -        2002.00
 AI8806  X           -  -1,952,383.613 (meters)                     COMP
 AI8806  Y           -  -4,713,656.159 (meters)                     COMP
 AI8806  Z           -   3,817,279.488 (meters)                     COMP
 AI8806  ELLIP HEIGHT-        1530.745 (meters)          (03/??/02) ADJUSTED
 AI8806  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AI8806  HORZ ORDER  -  SPECIAL (CORS)
 AI8806  ELLP ORDER  -  SPECIAL (CORS)
 AI8806
 AI8806.ITRF positions are available for this station.
 AI8806.The coordinates were established by GPS observations
 AI8806.and adjusted by the National Geodetic Survey in March 2002.
 AI8806.The coordinates are valid at the epoch date displayed above.
 AI8806.The epoch date for horizontal control is a decimal equivalence
 AI8806.of Year/Month/Day.
 AI8806
 AI8806
 AI8806.The PID for the CORS ARP is AI8805.
 AI8806
 AI8806.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8806
 AI8806.The ellipsoidal height was determined by GPS observations
 AI8806.and is referenced to NAD 83.
 AI8806
 AI8806.The geoid height was determined by GEOID03.
 AI8806
 AI8806;                    North         East     Units Scale Factor Converg.
 AI8806;SPC AZ C     -   664,333.413   161,504.367   MT  0.99993312   -0 21 01.8
 AI8806;SPC AZ C     - 2,179,571.56    529,869.97   iFT  0.99993312   -0 21 01.8
 AI8806
 AI8806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8806!SPC AZ C     -   0.99975983  x   0.99993312  =   0.99969297
 AI8806
 AI8806                          SUPERSEDED SURVEY CONTROL
 AI8806
 AI8806  NAD 83(CORS)-  36 59 17.97834(N)    112 29 57.13541(W) AD(1997.00) c
 AI8806  ELLIP H (09/??/01) 1530.753  (m)                       GP(1997.00) c c
 AI8806  NAD 83(CORS)-  36 59 17.98709(N)    112 29 57.13532(W) AD(1997.00) c
 AI8806  ELLIP H (12/??/00) 1530.961  (m)                       GP(1997.00) c c
 AI8806
 AI8806.Superseded values are not recommended for survey control.
 AI8806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8806.See file dsdata.txt to determine how the superseded data were derived.
 AI8806
 AI8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6658294628(NAD 83)
 AI8806_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8806
 AI8806                          STATION DESCRIPTION
 AI8806
 AI8806'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8806'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8806'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8806'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8806'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8806'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0114 ***********************************************************************
 DA0114  DESIGNATION -  FREE
 DA0114  PID         -  DA0114
 DA0114  STATE/COUNTY-  AZ/MARICOPA
 DA0114  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0114
 DA0114                         *CURRENT SURVEY CONTROL
 DA0114  ___________________________________________________________________
 DA0114* NAD 83(1992)-  32 50 51.91151(N)    112 19 21.44156(W)     ADJUSTED  
 DA0114* NAVD 88     -       578.78   (+/-2cm)    1898.9    (feet)  VERTCON   
 DA0114  ___________________________________________________________________
 DA0114  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DA0114  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0114  HORZ ORDER  -  FIRST
 DA0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0114
 DA0114.The horizontal coordinates were established by classical geodetic methods
 DA0114.and adjusted by the National Geodetic Survey in August 1993.
 DA0114
 DA0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0114.The vertical order pertains to the NGVD 29 superseded value.
 DA0114
 DA0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0114
 DA0114.The geoid height was determined by GEOID03.
 DA0114
 DA0114;                    North         East     Units Scale Factor Converg.
 DA0114;SPC AZ C     -   204,941.606   175,360.753   MT  0.99991780   -0 13 12.7
 DA0114;SPC AZ C     -   672,380.60    575,330.55   iFT  0.99991780   -0 13 12.7
 DA0114;UTM  12      - 3,635,184.004   376,229.778   MT  0.99978889   -0 43 03.0
 DA0114
 DA0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0114!SPC AZ C     -   0.99991394  x   0.99991780  =   0.99983174
 DA0114!UTM  12      -   0.99991394  x   0.99978889  =   0.99970284
 DA0114
 DA0114|---------------------------------------------------------------------|
 DA0114| PID    Reference Object                     Distance      Geod. Az  |
 DA0114|                                                           dddmmss.s |
 DA0114| CH5187 FREE RM 1                             4.783 METERS 09924     |
 DA0114| CH5188 FREE RM 2                             4.717 METERS 25405     |
 DA0114| DA1459 HORSE                               APPROX. 1.5 KM 2675851.1 |
 DA0114| DA1460 FREE POINT A                         14.302 METERS 30939     |
 DA0114|---------------------------------------------------------------------|
 DA0114
 DA0114                          SUPERSEDED SURVEY CONTROL
 DA0114
 DA0114  NAD 83(1986)-  32 50 51.90219(N)    112 19 21.44398(W) AD(       ) 1
 DA0114  NAD 27      -  32 50 51.73740(N)    112 19 18.92070(W) AD(       ) 1
 DA0114  NGVD 29 (??/??/92)  578.126  (m)         1896.74   (f) ADJ UNCH    2 0
 DA0114
 DA0114.Superseded values are not recommended for survey control.
 DA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0114.See file dsdata.txt to determine how the superseded data were derived.
 DA0114
 DA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7623035184(NAD 83)
 DA0114_MARKER: DS = TRIANGULATION STATION DISK
 DA0114_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DA0114_SP_SET: ROCK UNSPEC
 DA0114_STAMPING: FREE 1960
 DA0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0114+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DA0114
 DA0114  HISTORY     - Date     Condition        Report By
 DA0114  HISTORY     - 1960     MONUMENTED       CGS
 DA0114  HISTORY     - 1960     GOOD             CGS
 DA0114  HISTORY     - 1967     GOOD             AMS
 DA0114  HISTORY     - 1971     GOOD             NGS
 DA0114  HISTORY     - 1971     GOOD             NGS
 DA0114  HISTORY     - 20080521 GOOD             GEOCAC
 DA0114
 DA0114                          STATION DESCRIPTION
 DA0114
 DA0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA0114'THE STATION IS ABOUT 21 MILES WEST OF STANFIELD, 0.25 MILE
 DA0114'SOUTHWEST OF THE FREEMAN ROAD EXIT, 0.1 MILE SOUTHEAST OF
 DA0114'HIGHWAY MILE POST NO. 144 AND ABOUT 135 METERS SOUTH OF
 DA0114'THE SOUTH RIGHT-OF-WAY FENCE ON A ROCKY KNOLL.
 DA0114'
 DA0114'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO
 DA0114'WEST ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 20.6
 DA0114'MILES TO THE FREEMAN ROAD EXIT, CONTINUE WEST ON INTERSTATE
 DA0114'HIGHWAY 8 FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.  FROM
 DA0114'HERE PACK ACROSS THE RIGHT-OF-WAY FENCE AND PACK SOUTH FOR
 DA0114'ABOUT 135 METERS TO THE SUMMIT OF THE KNOLL AND THE STATION.
 DA0114'
 DA0114'THE STATION MARK, STAMPED FREE 1960, IS A STANDARD DISK CEMENTED
 DA0114'IN A DRILL HOLE IN A BOULDER.
 DA0114'
 DA0114'REFERENCE MARK NO. 1, STAMPED FREE NO 1 1960, IS A STANDARD
 DA0114'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 DA0114'FEET.
 DA0114'
 DA0114'REFERENCE MARK NO. 2, STAMPED FREE NO 2 1960, IS A STANDARD
 DA0114'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DA0114'2-1/2 FEET.
 DA0114'
 DA0114'INTERSECTION STATION STAR (USGS) WAS USED FOR THE AZIMUTH MARK.
 DA0114
 DA0114                          STATION RECOVERY (1960)
 DA0114
 DA0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0114'21 MI W FROM STANFIELD.
 DA0114'20.3 MILES WEST OF THE POST OFFICE AT STANFIELD ON INTERSTATE HIGHWAY
 DA0114'8, ABOUT 440 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 DA0114'LANE OF THE HIGHWAY, SET IN A DRILL-HOLE IN ROCK.
 DA0114
 DA0114                          STATION RECOVERY (1967)
 DA0114
 DA0114'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DA0114'RECOVERED AS DESCRIBED
 DA0114'
 DA0114'DESCRIPTION IS ADEQUATE
 DA0114'
 DA0114'R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 DA0114'
 DA0114'LISTED DIST R.M. NO 1 = 4.773 METERS
 DA0114'
 DA0114'R.M. NO 2 = 4.684 METERS
 DA0114'
 DA0114'CHECK DIST R.M. NO 1 = 4.778 METERS HOR.
 DA0114'
 DA0114'R.M. NO 2 = 4.680 METERS HOR.
 DA0114
 DA0114                          STATION RECOVERY (1971)
 DA0114
 DA0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0114'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DA0114'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  GREATER DISTANCE OF
 DA0114'0.010 METER TO REFERENCE MARK 1 AND 0.034 METER TO REFERENCE MARK 2
 DA0114'WERE NOTED AND VERIFIED AT THIS TIME.  A LARGER ANGLE OF 8 MINUTES
 DA0114'AND 47 SECONDS FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS ALSO
 DA0114'NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA0114'
 DA0114'THE STATION IS LOCATED ABOUT 24 MILES EAST OF GILA BEND, 21 MILES
 DA0114'WEST OF STANFIELD, ON A LOW ROCKY HILL ON THE SOUTH SIDE OF
 DA0114'INTERSTATE HIGHWAY 8, ON PROPERTY OWNED BY THE U. S. GOVERNMENT,
 DA0114'CONTROLLED BY THE BUREAU OF LAND MANAGEMENT AND LEASED BY MR.
 DA0114'MARION GETZWILLER, BOX 127, CASA GRANDE, ARIZONA.
 DA0114'
 DA0114'TO REACH THE STATION FROM THE FREEMAN ROAD EXIT ON INTERSTATE HIGHWAY
 DA0114'8 ABOUT 24 MILES EAST OF GILA BEND GO SOUTH ON FREEMAN ROAD FOR 0.3
 DA0114'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON THE SURFACED
 DA0114'ROAD FOR 0.4 MILE TO A DIM TRACK ROAD RIGHT AT A POLE LINE.  TURN
 DA0114'RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.2 MILE TO THE TOP
 DA0114'OF A LOW ROCKY HILL AND THE STATION OVER LOOKING INTERSTATE HIGHWAY
 DA0114'8.
 DA0114'
 DA0114'THE STATION MARK IS A STANDARD DISK STAMPED FREE 1960, CEMENTED IN A
 DA0114'DRILL HOLE IN A BOULDER.  IT IS ON THE HIGHEST POINT OF THE HILL.
 DA0114'
 DA0114'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FREE NO 1 1960, CEMENTED
 DA0114'IN A DRILL HOLE IN A BOULDER.  IT IS ON THE EAST EDGE OF THE HILL.
 DA0114'
 DA0114'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FREE NO 2 1960, CEMENTED
 DA0114'IN A DRILL HOLE IN A BOULDER.  IT IS ON THE WEST EDGE OF THE HILL.
 DA0114'
 DA0114'TRIANGULATION STATION HORSE 1971 CAN BE USED FOR AN AZIMUTH MARK,
 DA0114'SEE THE DESCRIPTION THERE OF.
 DA0114'
 DA0114'THE GEODIMETER DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA0114'
 DA0114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES WEST
 DA0114'OF STANFIELD.
 DA0114
 DA0114                          STATION RECOVERY (1971)
 DA0114
 DA0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0114'RECOVERED IN GOOD CONDITION.
 DA0114
 DA0114                          STATION RECOVERY (2008)
 DA0114
 DA0114'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DA0114'STATION FREE ALONG WITH RM1 AND RM2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1685 ***********************************************************************
 DV1685  DESIGNATION -  FREE
 DV1685  PID         -  DV1685
 DV1685  STATE/COUNTY-  AZ/MARICOPA
 DV1685  USGS QUAD   -  TOLLESON (1982)
 DV1685
 DV1685                         *CURRENT SURVEY CONTROL
 DV1685  ___________________________________________________________________
 DV1685* NAD 83(2007)-  33 27 41.63849(N)    112 16 19.88630(W)     ADJUSTED  
 DV1685* NAVD 88     -       317.703  (meters)    1042.33   (feet)  ADJUSTED  
 DV1685  ___________________________________________________________________
 DV1685  EPOCH DATE  -        2007.00
 DV1685  X           -  -2,018,842.015 (meters)                     COMP
 DV1685  Y           -  -4,929,258.835 (meters)                     COMP
 DV1685  Z           -   3,496,937.203 (meters)                     COMP
 DV1685  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DV1685  ELLIP HEIGHT-         287.274 (meters)          (02/10/07) ADJUSTED
 DV1685  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1685  DYNAMIC HT  -         317.331 (meters)    1041.11  (feet)  COMP
 DV1685
 DV1685  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1685  Type    PID    Designation                      North   East  Ellip
 DV1685  -------------------------------------------------------------------
 DV1685  NETWORK DV1685 FREE                              2.23   1.49   3.61
 DV1685  -------------------------------------------------------------------
 DV1685  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1685
 DV1685  VERT ORDER  -  SECOND    CLASS I
 DV1685
 DV1685.The horizontal coordinates were established by GPS observations
 DV1685.and adjusted by the National Geodetic Survey in February 2007.
 DV1685
 DV1685.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1685.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1685.The horizontal coordinates are valid at the epoch date displayed above.
 DV1685.The epoch date for horizontal control is a decimal equivalence
 DV1685.of Year/Month/Day.
 DV1685
 DV1685.The orthometric height was determined by differential leveling
 DV1685.and adjusted in November 1993.
 DV1685
 DV1685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1685
 DV1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1685
 DV1685.The ellipsoidal height was determined by GPS observations
 DV1685.and is referenced to NAD 83.
 DV1685
 DV1685.The geoid height was determined by GEOID03.
 DV1685
 DV1685.The dynamic height is computed by dividing the NAVD 88
 DV1685.geopotential number by the normal gravity value computed on the
 DV1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1685.degrees latitude (g = 980.6199 gals.).
 DV1685
 DV1685.The modeled gravity was interpolated from observed gravity values.
 DV1685
 DV1685;                    North         East     Units Scale Factor Converg.
 DV1685;SPC AZ C     -   272,994.611   180,312.438   MT  0.99991346   -0 11 45.7
 DV1685;SPC AZ C     -   895,651.61    591,576.24   iFT  0.99991346   -0 11 45.7
 DV1685;UTM  12      - 3,703,181.885   381,776.063   MT  0.99977232   -0 42 05.5
 DV1685
 DV1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1685!SPC AZ C     -   0.99995490  x   0.99991346  =   0.99986837
 DV1685!UTM  12      -   0.99995490  x   0.99977232  =   0.99972723
 DV1685
 DV1685:                Primary Azimuth Mark                     Grid Az
 DV1685:SPC AZ C     -  TT ZW 9                                  198 51 29.0
 DV1685:UTM  12      -  TT ZW 9                                  199 21 48.8
 DV1685
 DV1685|---------------------------------------------------------------------|
 DV1685| PID    Reference Object                     Distance      Geod. Az  |
 DV1685|                                                           dddmmss.s |
 DV1685| DV2123 TT ZW 9                             APPROX. 9.9 KM 1983943.3 |
 DV1685| DV1686 FREE RM 1                             7.894 METERS 21146     |
 DV1685| DV1687 FREE RM 2                             9.784 METERS 33857     |
 DV1685|---------------------------------------------------------------------|
 DV1685
 DV1685                          SUPERSEDED SURVEY CONTROL
 DV1685
 DV1685  ELLIP H (06/11/02)  287.308  (m)                       GP(       ) 4 2
 DV1685  NAD 83(1992)-  33 27 41.63686(N)    112 16 19.88607(W) AD(       ) 1
 DV1685  ELLIP H (08/23/93)  287.442  (m)                       GP(       ) 4 2
 DV1685  NAD 83(1986)-  33 27 41.63098(N)    112 16 19.89172(W) AD(       ) 1
 DV1685  NGVD 29 (11/30/89)  317.12   (m)         1040.4    (f) LEVELING    3  
 DV1685
 DV1685.Superseded values are not recommended for survey control.
 DV1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1685.See file dsdata.txt to determine how the superseded data were derived.
 DV1685
 DV1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8177603182(NAD 83)
 DV1685_MARKER: DS = TRIANGULATION STATION DISK
 DV1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1685_SP_SET: CONCRETE MONUMENT
 DV1685_STAMPING: FREE
 DV1685_MARK LOGO: AZDT  
 DV1685_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1685+STABILITY: SURFACE MOTION
 DV1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1685+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1685
 DV1685  HISTORY     - Date     Condition        Report By
 DV1685  HISTORY     - 1982     MONUMENTED       AZDT
 DV1685  HISTORY     - 1982     GOOD             AZDT
 DV1685  HISTORY     - 1986     GOOD             AZDT
 DV1685  HISTORY     - 19960217 GOOD             USPSQD
 DV1685  HISTORY     - 20060324 GOOD             USPSQD
 DV1685  HISTORY     - 20070523 MARK NOT FOUND   GEOCAC
 DV1685
 DV1685                          STATION DESCRIPTION
 DV1685
 DV1685'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1685'THE STATION IS LOCATED AT THE INTERSTATE HIGHWAY 10 AND 99TH AVENUE
 DV1685'TRAFFIC INTERCHANGE IN WESTERN PHOENIX.
 DV1685'
 DV1685'THE STATION MARK IS AN AZDT DISK STAMPED---FREE 1982---.  IT IS SET IN
 DV1685'THE TOP OF A 10 INCH CONCRETE MONUMENT IN THE MEDIAN AT THE EAST END
 DV1685'OF THE 99 AVENUE OVERPASS.  IT IS 36 FEET NORTH OF THE CENTER LINE OF
 DV1685'THE EAST BOUND LANE, 7.5 FEET WEST OF THE CHAIN LINK BARRIER FENCE AND
 DV1685'4 FEET WEST OF THE WITNESS POST AND SIGN.
 DV1685'
 DV1685'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FREE RM 1 1982---.  IT IS
 DV1685'SET WITH EPOXY TO THE CONCRETE DADOS.
 DV1685'
 DV1685'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FREE RM 2 1982---.  IT IS
 DV1685'SET WITH EPOXY TO THE CONCRETE DADOS.
 DV1685'
 DV1685'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND MCDOWELL ROAD
 DV1685'TRAFFIC INTERCHANGE IN PHOENIX TRAVEL WEST ALONG MCDOWELL ROAD FOR 9.3
 DV1685'MILES TO 99TH AVENUE.  TURN LEFT ALONG 99TH AVENUE FOR 0.25 MILE TO
 DV1685'THE INTERSTATE HIGHWAY 10 OVERPASS AND THE STATION ON THE LEFT.
 DV1685
 DV1685                          STATION RECOVERY (1982)
 DV1685
 DV1685'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1685'IN TOLLESON.
 DV1685'IN TOLLESON, THE STATION IS IN THE MEDIAN AT THE EAST END OF THE
 DV1685'INTERSTATE 10 OVERPASS AT 99TH AVENUE, 7.5 FT (2.29 METERS) WEST OF A
 DV1685'CHAIN LINK BARRIER FENCE, A STANDARD AZDT ALUMINIUM CAP SET IN A
 DV1685'COCRETE POST.
 DV1685
 DV1685                          STATION RECOVERY (1986)
 DV1685
 DV1685'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1685'THE STATION WAS RECOVERED AT THIS DATE.
 DV1685'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1685'DESCRIPTION WAS ADEQUATE.
 DV1685
 DV1685                          STATION RECOVERY (1996)
 DV1685
 DV1685'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1685'RECOVERED IN GOOD CONDITION.
 DV1685
 DV1685                          STATION RECOVERY (2006)
 DV1685
 DV1685'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1685'RECOVERED IN GOOD CONDITION.
 DV1685
 DV1685                          STATION RECOVERY (2007)
 DV1685
 DV1685'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1686 ***********************************************************************
 DV1686  DESIGNATION -  FREE RM 1
 DV1686  PID         -  DV1686
 DV1686  STATE/COUNTY-  AZ/MARICOPA
 DV1686  USGS QUAD   -  TOLLESON (1982)
 DV1686
 DV1686                         *CURRENT SURVEY CONTROL
 DV1686  ___________________________________________________________________
 DV1686* NAD 83(1992)-  33 27 41.41904(N)    112 16 20.04700(W)     NO CHECK  
 DV1686* NAVD 88     -       318.850  (meters)    1046.09   (feet)  ADJUSTED  
 DV1686  ___________________________________________________________________
 DV1686  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DV1686  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1686  DYNAMIC HT  -         318.476 (meters)    1044.87  (feet)  COMP
 DV1686  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1686
 DV1686  HORZ ORDER  -  SECOND
 DV1686  VERT ORDER  -  SECOND    CLASS I
 DV1686
 DV1686.The horizontal coordinates were established by classical geodetic methods
 DV1686.and adjusted by the National Geodetic Survey in August 1993.
 DV1686.No horizontal observational check was made to the station.
 DV1686
 DV1686.The orthometric height was determined by differential leveling
 DV1686.and adjusted in November 1993.
 DV1686
 DV1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1686
 DV1686.The geoid height was determined by GEOID03.
 DV1686
 DV1686.The dynamic height is computed by dividing the NAVD 88
 DV1686.geopotential number by the normal gravity value computed on the
 DV1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1686.degrees latitude (g = 980.6199 gals.).
 DV1686
 DV1686.The modeled gravity was interpolated from observed gravity values.
 DV1686
 DV1686;                    North         East     Units Scale Factor Converg.
 DV1686;SPC AZ C     -   272,987.865   180,308.265   MT  0.99991346   -0 11 45.8
 DV1686;SPC AZ C     -   895,629.48    591,562.55   iFT  0.99991346   -0 11 45.8
 DV1686;UTM  12      - 3,703,175.177   381,771.832   MT  0.99977233   -0 42 05.6
 DV1686
 DV1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1686!SPC AZ C     -   0.99995470  x   0.99991346  =   0.99986817
 DV1686!UTM  12      -   0.99995470  x   0.99977233  =   0.99972704
 DV1686
 DV1686                          SUPERSEDED SURVEY CONTROL
 DV1686
 DV1686  NAD 83(1986)-  33 27 41.41316(N)    112 16 20.05266(W) AD(       ) 2
 DV1686  NGVD 29 (11/30/89)  318.3    (m)         1044.     (f) LEVELING    3  
 DV1686
 DV1686.Superseded values are not recommended for survey control.
 DV1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1686.See file dsdata.txt to determine how the superseded data were derived.
 DV1686
 DV1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8177203175(NAD 83)
 DV1686_MARKER: DR = REFERENCE MARK DISK
 DV1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1686_SP_SET: CONCRETE MOUMENT
 DV1686_STAMPING: FREE RM 1
 DV1686_MARK LOGO: AZDT  
 DV1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1686+STABILITY: SURFACE MOTION
 DV1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1686+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DV1686
 DV1686  HISTORY     - Date     Condition        Report By
 DV1686  HISTORY     - 1982     MONUMENTED       AZDT
 DV1686  HISTORY     - 19960217 GOOD             USPSQD
 DV1686  HISTORY     - 20070523 GOOD             GEOCAC
 DV1686
 DV1686                          STATION DESCRIPTION
 DV1686
 DV1686'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1686'IN TOLLESON.
 DV1686'IN TOLLESON, THE STATION IS 25.89 FT (7.89 METERS) SOUTH-SOUTHWEST OF
 DV1686'THE NORTHEAST DADO OF THE INTERSTATE 10 OVERPASS AT 99TH AVENUE, A
 DV1686'STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1686
 DV1686                          STATION RECOVERY (1996)
 DV1686
 DV1686'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1686'RECOVERED IN GOOD CONDITION.
 DV1686
 DV1686                          STATION RECOVERY (2007)
 DV1686
 DV1686'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1687 ***********************************************************************
 DV1687  DESIGNATION -  FREE RM 2
 DV1687  PID         -  DV1687
 DV1687  STATE/COUNTY-  AZ/MARICOPA
 DV1687  USGS QUAD   -  TOLLESON (1982)
 DV1687
 DV1687                         *CURRENT SURVEY CONTROL
 DV1687  ___________________________________________________________________
 DV1687* NAD 83(1992)-  33 27 41.93321(N)    112 16 20.02220(W)     NO CHECK  
 DV1687* NAVD 88     -       318.825  (meters)    1046.01   (feet)  ADJUSTED  
 DV1687  ___________________________________________________________________
 DV1687  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DV1687  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1687  DYNAMIC HT  -         318.451 (meters)    1044.78  (feet)  COMP
 DV1687  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1687
 DV1687  HORZ ORDER  -  SECOND
 DV1687  VERT ORDER  -  SECOND    CLASS I
 DV1687
 DV1687.The horizontal coordinates were established by classical geodetic methods
 DV1687.and adjusted by the National Geodetic Survey in August 1993.
 DV1687.No horizontal observational check was made to the station.
 DV1687
 DV1687.The orthometric height was determined by differential leveling
 DV1687.and adjusted in November 1993.
 DV1687
 DV1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1687
 DV1687.The geoid height was determined by GEOID03.
 DV1687
 DV1687.The dynamic height is computed by dividing the NAVD 88
 DV1687.geopotential number by the normal gravity value computed on the
 DV1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1687.degrees latitude (g = 980.6199 gals.).
 DV1687
 DV1687.The modeled gravity was interpolated from observed gravity values.
 DV1687
 DV1687;                    North         East     Units Scale Factor Converg.
 DV1687;SPC AZ C     -   273,003.702   180,308.960   MT  0.99991346   -0 11 45.8
 DV1687;SPC AZ C     -   895,681.44    591,564.83   iFT  0.99991346   -0 11 45.8
 DV1687;UTM  12      - 3,703,191.006   381,772.666   MT  0.99977233   -0 42 05.6
 DV1687
 DV1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1687!SPC AZ C     -   0.99995471  x   0.99991346  =   0.99986817
 DV1687!UTM  12      -   0.99995471  x   0.99977233  =   0.99972705
 DV1687
 DV1687                          SUPERSEDED SURVEY CONTROL
 DV1687
 DV1687  NAD 83(1986)-  33 27 41.92733(N)    112 16 20.02785(W) AD(       ) 2
 DV1687  NGVD 29 (11/30/89)  318.2    (m)         1044.     (f) LEVELING    3  
 DV1687
 DV1687.Superseded values are not recommended for survey control.
 DV1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1687.See file dsdata.txt to determine how the superseded data were derived.
 DV1687
 DV1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8177303191(NAD 83)
 DV1687_MARKER: DR = REFERENCE MARK DISK
 DV1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1687_SP_SET: CONCRETE MONUMENT
 DV1687_STAMPING: FREE RM 2
 DV1687_MARK LOGO: AZDT  
 DV1687_PROJECTION: FLUSH
 DV1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1687+STABILITY: SURFACE MOTION
 DV1687
 DV1687  HISTORY     - Date     Condition        Report By
 DV1687  HISTORY     - 1982     MONUMENTED       AZDT
 DV1687  HISTORY     - 19960217 GOOD             USPSQD
 DV1687  HISTORY     - 20070523 MARK NOT FOUND   GEOCAC
 DV1687
 DV1687                          STATION DESCRIPTION
 DV1687
 DV1687'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1687'IN TOLLESON.
 DV1687'IN TOLLESON, NEAR THE JUNCTION OF INTERSTATE 10 OVERPASS AND 99TH
 DV1687'AVENUE.
 DV1687
 DV1687                          STATION RECOVERY (1996)
 DV1687
 DV1687'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1687'RECOVERED IN GOOD CONDITION.
 DV1687
 DV1687                          STATION RECOVERY (2007)
 DV1687
 DV1687'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1905 ***********************************************************************
 CZ1905  DESIGNATION -  FREEMAN
 CZ1905  PID         -  CZ1905
 CZ1905  STATE/COUNTY-  AZ/PINAL
 CZ1905  USGS QUAD   -  NINETYSIX HILLS SE (1993)
 CZ1905
 CZ1905                         *CURRENT SURVEY CONTROL
 CZ1905  ___________________________________________________________________
 CZ1905* NAD 83(1992)-  32 47 28.65890(N)    111 00 08.47990(W)     ADJUSTED  
 CZ1905* NAVD 88     -      1170.     (meters)    3839.     (feet)  SCALED    
 CZ1905  ___________________________________________________________________
 CZ1905  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 CZ1905  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CZ1905  HORZ ORDER  -  THIRD
 CZ1905
 CZ1905.The horizontal coordinates were established by classical geodetic methods
 CZ1905.and adjusted by the National Geodetic Survey in August 1993.
 CZ1905
 CZ1905.The orthometric height was scaled from a topographic map.
 CZ1905
 CZ1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1905
 CZ1905.The geoid height was determined by GEOID03.
 CZ1905
 CZ1905;                    North         East     Units Scale Factor Converg.
 CZ1905;SPC AZ C     -   198,977.916   298,998.868   MT  0.99999040   +0 29 42.7
 CZ1905;SPC AZ C     -   652,814.69    980,967.41   iFT  0.99999040   +0 29 42.7
 CZ1905;UTM  12      - 3,628,150.182   499,779.440   MT  0.99960000   -0 00 04.6
 CZ1905
 CZ1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1905!SPC AZ C     -   0.99982085  x   0.99999040  =   0.99981125
 CZ1905!UTM  12      -   0.99982085  x   0.99960000  =   0.99942092
 CZ1905
 CZ1905|---------------------------------------------------------------------|
 CZ1905| PID    Reference Object                     Distance      Geod. Az  |
 CZ1905|                                                           dddmmss.s |
 CZ1905| CH5190 FREEMAN RM 1                         11.600 METERS 08805     |
 CZ1905| CH5189 FREEMAN AZ MK                                      1391411.9 |
 CZ1905| CH5191 FREEMAN RM 2                          3.720 METERS 16921     |
 CZ1905|---------------------------------------------------------------------|
 CZ1905
 CZ1905                          SUPERSEDED SURVEY CONTROL
 CZ1905
 CZ1905  NAD 83(1986)-  32 47 28.65365(N)    111 00 08.47763(W) AD(       ) 3
 CZ1905  NAD 27      -  32 47 28.40460(N)    111 00 06.09190(W) AD(       ) 3
 CZ1905
 CZ1905.Superseded values are not recommended for survey control.
 CZ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1905.See file dsdata.txt to determine how the superseded data were derived.
 CZ1905
 CZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9977928150(NAD 83)
 CZ1905_MARKER: DS = TRIANGULATION STATION DISK
 CZ1905_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1905
 CZ1905  HISTORY     - Date     Condition        Report By
 CZ1905  HISTORY     - 1936     MONUMENTED       CGS
 CZ1905
 CZ1905                          STATION DESCRIPTION
 CZ1905
 CZ1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1905'ON THE NORTH END AND HIGHEST POINT OF A LOW NORTH-SOUTH RIDGE
 CZ1905'(RIDGE ABOUT THREE-FOURTH MILE IN LENGTH AND BROKEN BY THREE
 CZ1905'CAMEL HUMPS TO SOUTH OF STATION), IN SEC. 28, T. 7 S., R.
 CZ1905'13 E., APPROXIMATELY 3 MILES WEST-NORTHWEST N 79 DEG W.
 CZ1905'FROM THE HIGHEST PEAK OF THE BLACK MOUNTAINS.  0.5 MILE
 CZ1905'NORTHWEST OF TRACK ROAD TO GOLD MINE.  0.3 MILE NORTHWEST OF
 CZ1905'GENERAL LAND OFFICE PIPE MARKING THE CORNER OF SECS. 27, 28,
 CZ1905'33, AND 34.  APPROXIMATELY 33 MILES NORTH OF TUCSON.  MARKED BY
 CZ1905'A STANDARD BRONZE DISK.  REFERENCE
 CZ1905'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ1905'IS 11.600 METERS (38.06 FEET) FROM STATION.
 CZ1905'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1905'REFERENCE DISK IS 3.720 METERS (12.20 FEET)
 CZ1905'FROM STATION.  THE AZIMUTH MARK,
 CZ1905'A STANDARD BRONZE DISK, IS ABOUT 30 FEET EAST OF
 CZ1905'TRACK ROAD, 0.2 MILE SOUTH OF MINE AND 50 FEET WEST OF
 CZ1905'DRY CREEK BED.  MARK SET IN OUTCROPPING ROCK VERY NEAR A
 CZ1905'GROUP OF LARGE BOULDERS AND 0.5 MILE FROM STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1253 ***********************************************************************
 CY1253  DESIGNATION -  FREEMAN
 CY1253  PID         -  CY1253
 CY1253  STATE/COUNTY-  AZ/GRAHAM
 CY1253  USGS QUAD   -  SAFFORD (1985)
 CY1253
 CY1253                         *CURRENT SURVEY CONTROL
 CY1253  ___________________________________________________________________
 CY1253* NAD 83(1992)-  32 49 22.47610(N)    109 44 39.46160(W)     ADJUSTED  
 CY1253* NAVD 88     -       920.9    (meters)    3021.     (feet)  VERTCON   
 CY1253  ___________________________________________________________________
 CY1253  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CY1253  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1253  HORZ ORDER  -  SECOND
 CY1253
 CY1253.The horizontal coordinates were established by classical geodetic methods
 CY1253.and adjusted by the National Geodetic Survey in August 1993.
 CY1253
 CY1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1253
 CY1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1253
 CY1253.The geoid height was determined by GEOID03.
 CY1253
 CY1253;                    North         East     Units Scale Factor Converg.
 CY1253;SPC AZ E     -   202,192.730   252,906.859   MT  0.99991928   +0 13 44.2
 CY1253;SPC AZ E     -   663,361.98    829,746.91   iFT  0.99991928   +0 13 44.2
 CY1253;UTM  12      - 3,632,353.243   617,540.428   MT  0.99977035   +0 40 50.6
 CY1253
 CY1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1253!SPC AZ E     -   0.99985968  x   0.99991928  =   0.99977897
 CY1253!UTM  12      -   0.99985968  x   0.99977035  =   0.99963006
 CY1253
 CY1253:                Primary Azimuth Mark                     Grid Az
 CY1253:SPC AZ E     -  FREEMAN AZ MK                            027 12 03.4
 CY1253:UTM  12      -  FREEMAN AZ MK                            026 44 57.0
 CY1253
 CY1253|---------------------------------------------------------------------|
 CY1253| PID    Reference Object                     Distance      Geod. Az  |
 CY1253|                                                           dddmmss.s |
 CY1253| CS6055 FREEMAN AZ MK                                      0272547.6 |
 CY1253| CS6056 FREEMAN RM 1                         10.052 METERS 15145     |
 CY1253| CS6057 FREEMAN RM 2                         10.028 METERS 23253     |
 CY1253|---------------------------------------------------------------------|
 CY1253
 CY1253                          SUPERSEDED SURVEY CONTROL
 CY1253
 CY1253  NAD 83(1986)-  32 49 22.46838(N)    109 44 39.45876(W) AD(       ) 2
 CY1253  NGVD 29 (06/21/91)  920.2    (m)         3019.     (f) VERT ANG    3  
 CY1253
 CY1253.Superseded values are not recommended for survey control.
 CY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1253.See file dsdata.txt to determine how the superseded data were derived.
 CY1253
 CY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1754032353(NAD 83)
 CY1253_MARKER: DS = TRIANGULATION STATION DISK
 CY1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1253+STABILITY: SURFACE MOTION
 CY1253
 CY1253  HISTORY     - Date     Condition        Report By
 CY1253  HISTORY     - 1984     MONUMENTED       AZDT
 CY1253
 CY1253                          STATION DESCRIPTION
 CY1253
 CY1253'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 CY1253'THE STATION IS LOCATED 1-1/2 MILES WEST OF DOWNTOWN SAFFORD, 1 MILE
 CY1253'SOUTH OF U.S. HIGHWAY 70 AND ON TOP OF A SMALL HILL BY A CITY WATER
 CY1253'TANK.
 CY1253'
 CY1253'THE STATION MARK IS AN AZDT DISK STAMPED---FREEMAN 1984---.  IT IS SET
 CY1253'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 19 FEET NORTHWEST OF THE
 CY1253'WATER TANK AND 3 FEET NORTH OF THE WITNESS POST.
 CY1253'
 CY1253'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FREEMAN RM 1 1984---.  IT
 CY1253'IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE WATER TANK ALONG
 CY1253'THE NORTH EDGE OF THE BASE.
 CY1253'
 CY1253'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FREEMAN RM 2 1984---.  IT
 CY1253'IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE WATER TANK ALONG
 CY1253'THE WEST EDGE OF THE BASE.
 CY1253'
 CY1253'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---FREEMAN AZIMUTH 1984---. IT
 CY1253'IS SET IN A DRILL HOLE IN A CONCRETE HEADWALL OF A RECESSED DRAIN
 CY1253'ALONG U.S. HIGHWAY 70 AT MILE POST 337.8.
 CY1253'
 CY1253'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL SOUTH
 CY1253'ALONG FIFTH AVENUE FOR 0.2 MILE TO EIGHTH STREET.  TURN RIGHT AND
 CY1253'TRAVEL WEST ALONG EIGHTH STREET FOR 2.15 MILES TO A CROSS ROAD.  TURN
 CY1253'LEFT AND TRAVEL SOUTH ALONG FIRST AVENUE 0.7 MILE TO THE TOP OF A
 CY1253'SMALL RISE AND A TRACK ROAD ON THE LEFT.  TURN LEFT AND TRAVEL EAST
 CY1253'FOR 0.35 MILE TO A ROAD ON THE LEFT WHICH LEADS UP THE HILL TO THE
 CY1253'WATER TANK AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0786 ***********************************************************************
 DT0786  DESIGNATION -  FREEZOUT
 DT0786  PID         -  DT0786
 DT0786  STATE/COUNTY-  AZ/GRAHAM
 DT0786  USGS QUAD   -  NATANES MTS NE (1967)
 DT0786
 DT0786                         *CURRENT SURVEY CONTROL
 DT0786  ___________________________________________________________________
 DT0786* NAD 83(1992)-  33 28 35.70339(N)    109 45 23.20827(W)     ADJUSTED  
 DT0786* NAVD 88     -      1858.90   (+/-2cm)    6098.7    (feet)  VERTCON   
 DT0786  ___________________________________________________________________
 DT0786  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DT0786  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 DT0786  HORZ ORDER  -  THIRD
 DT0786  VERT ORDER  -  THIRD ? (See Below)
 DT0786
 DT0786.The horizontal coordinates were established by classical geodetic methods
 DT0786.and adjusted by the National Geodetic Survey in August 1993.
 DT0786
 DT0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0786.The vertical order pertains to the NGVD 29 superseded value.
 DT0786
 DT0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0786
 DT0786.The geoid height was determined by GEOID03.
 DT0786
 DT0786;                    North         East     Units Scale Factor Converg.
 DT0786;SPC AZ E     -   274,678.886   251,485.254   MT  0.99991791   +0 13 34.6
 DT0786;SPC AZ E     -   901,177.45    825,082.85   iFT  0.99991791   +0 13 34.6
 DT0786;UTM  12      - 3,704,814.844   615,542.580   MT  0.99976459   +0 41 09.7
 DT0786
 DT0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0786!SPC AZ E     -   0.99971208  x   0.99991791  =   0.99963002
 DT0786!UTM  12      -   0.99971208  x   0.99976459  =   0.99947674
 DT0786
 DT0786:                Primary Azimuth Mark                     Grid Az
 DT0786:SPC AZ E     -  FREEZOUT AZ MK                           090 53 23.7
 DT0786:UTM  12      -  FREEZOUT AZ MK                           090 25 48.6
 DT0786
 DT0786|---------------------------------------------------------------------|
 DT0786| PID    Reference Object                     Distance      Geod. Az  |
 DT0786|                                                           dddmmss.s |
 DT0786| CD2915 FREEZOUT AZ MK                                     0910658.3 |
 DT0786| CD2916 FREEZOUT RM 1                        12.962 METERS 10108     |
 DT0786| CD2917 FREEZOUT RM 2                         9.257 METERS 35515     |
 DT0786|---------------------------------------------------------------------|
 DT0786
 DT0786                          SUPERSEDED SURVEY CONTROL
 DT0786
 DT0786  NAD 83(1986)-  33 28 35.69963(N)    109 45 23.21074(W) AD(       ) 3
 DT0786  NAD 27      -  33 28 35.50400(N)    109 45 20.88840(W) AD(       ) 3
 DT0786  NGVD 29 (07/19/86) 1858.11   (m)         6096.1    (f) LEVELING    3  
 DT0786
 DT0786.Superseded values are not recommended for survey control.
 DT0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0786.See file dsdata.txt to determine how the superseded data were derived.
 DT0786
 DT0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1554304815(NAD 83)
 DT0786_MARKER: DS = TRIANGULATION STATION DISK
 DT0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0786
 DT0786  HISTORY     - Date     Condition        Report By
 DT0786  HISTORY     - 1960     MONUMENTED       CGS
 DT0786  HISTORY     - 1968     GOOD             CGS
 DT0786  HISTORY     - 1972     GOOD             AZHD
 DT0786
 DT0786                          STATION DESCRIPTION
 DT0786
 DT0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0786'THE STATION IS LOCATED ABOUT 42 MILES EAST NORTHEAST OF SAN
 DT0786'CARLOS, 40 MILES NORTHWEST OF CLIFTON, 7.5 MILES NORTH OF THE
 DT0786'POINT OF PINES CAMP AND ABOUT 0.25 MILE SOUTHWEST OF A PUMPING
 DT0786'STATION.  ON THE HIGHEST POINT OF A GRASSY HILL.
 DT0786'
 DT0786'TO REACH THE STATION FROM THE POST OFFICE AND HIGGINS TRADING
 DT0786'POST IN SAN CARLOS, GO SOUTH ON THE MACADAM ROAD FOR 1.65 MILES
 DT0786'TO A SIDE ROAD LEFT, TURN LEFT, EAST, ACROSS RAILROAD TRACKS
 DT0786'AND GO 0.4 MILE TO A Y FORK, KEEP LEFT ON GRADED ROAD, GO 7.7
 DT0786'MILES TO A CATTLE GUARD, CONTINUE EAST ON THE GRADED ROAD FOR
 DT0786'10.1 MILES TO A Y FORK AND SIGN POINT OF PINES, KEEP LEFT AS
 DT0786'PER SIGN, CONTINUE ON GRADED ROAD FOR 9.1 MILES TO A SIGN POINT
 DT0786'OF PINES AND A SIDE ROAD LEFT, CONTINUE NORTHEAST ON THE
 DT0786'GRADED ROAD FOR 8.6 MILES TO A FORK AND SIGN POINT OF PINES,
 DT0786'KEEP RIGHT, CONTINUE EASTERLY ON THE GRADED ROAD FOR 12 MILES
 DT0786'TO A SIGN POLE CORRAL AND A SMALL HOUSE ON THE RIGHT,
 DT0786'CONTINUE EAST FOR 12.5 MILES TO A SIGN CLOVER CAMP AND A
 DT0786'HOUSE AND WINDMILL ON THE RIGHT, CONTINUE EAST FOR 10
 DT0786'MILES TO A REVERSE Y FORK.  THIS IS 0.4 MILE BEFORE REACHING
 DT0786'A CATTLE GUARD AT THE POINT OF PINES CAMP.  AT THE REVERSE Y
 DT0786'FORK TURN SHARP LEFT AND GO NORTHEAST FOR 2.4 MILES TO A Y
 DT0786'FORK, KEEP THE LEFT FORK, NORTH, FOR 5.1 MILES TO A FORK, KEEP
 DT0786'LEFT AND GO 2.5 MILES TO A REVERSE Y FORK AND THE AZIMUTH MARK
 DT0786'ON THE RIGHT, THIS IS 0.15 MILE BEFORE REACHING THE PUMPING
 DT0786'STATION, KEEP RIGHT FOR 0.15 MILE TO THE SOUTH END OF THE
 DT0786'BUILDINGS AT THE PUMPING STATION, THEN LEFT, WEST, FOR 0.1
 DT0786'MILE TO A DIM FORK, KEEP LEFT FORK AND GO 0.05 MILE TO A WIRE
 DT0786'GATE, PASS THRU GATE, TURN SHARP LEFT AND GO 0.05 MILE, THEN
 DT0786'RIGHT OUT OF CORRAL, THEN RIGHT, WEST, FOR 0.2 MILE TO TOP
 DT0786'OF HILL AND THE STATION.
 DT0786'
 DT0786'STATION MARK IS A STANDARD DISK, STAMPED FREEZOUT 1960, SET IN
 DT0786'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 DT0786'
 DT0786'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FREEZOUT NO 1 1960,
 DT0786'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 DT0786'
 DT0786'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FREEZOUT NO 2 1960,
 DT0786'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DT0786'
 DT0786'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FREEZOUT 1960,
 DT0786'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 DT0786'IT IS ABOUT 0.25 MILE SOUTH OF THE PUMPING STATION AND 55 FEET
 DT0786'EAST OF THE CENTER OF THE ROAD AT THE REVERSE Y FORK.
 DT0786
 DT0786                          STATION RECOVERY (1968)
 DT0786
 DT0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DT0786'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DT0786'FOUND IN GOOD CONDITION.
 DT0786'
 DT0786'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DT0786'
 DT0786'THERE IS A NEW GRAVELED ROAD WHICH GOES EASTERLY TO THE POINT
 DT0786'OF PINES WHICH IS MUCH BETTER AND SHORTER.  INQUIRE AT SAN CARLOS
 DT0786'AS PART OF THE ROAD IS NOW UNDER CONSTRUCTION AT THE SOUTH
 DT0786'AND EAST SIDE OF SAN CARLOS.  THE OLD DESCRIPTION ALSO RUNS
 DT0786'ACROSS IT.
 DT0786'
 DT0786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 40 MILES
 DT0786'NORTHWEST OF CLIFTON.
 DT0786
 DT0786                          STATION RECOVERY (1972)
 DT0786
 DT0786'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DT0786'GENERAL LOCATION REFER TO 1960 DESCRIPTION.
 DT0786'
 DT0786'TO REACH REFER TO 1960 DESCRIPTION.
 DT0786'
 DT0786'STATION MARK FREEZOUT 1960 STD. DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0822 ***********************************************************************
 CG0822  DESIGNATION -  FRESNAL
 CG0822  PID         -  CG0822
 CG0822  STATE/COUNTY-  AZ/PIMA
 CG0822  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0822
 CG0822                         *CURRENT SURVEY CONTROL
 CG0822  ___________________________________________________________________
 CG0822* NAD 83(1992)-  31 47 28.60786(N)    111 42 18.90859(W)     ADJUSTED  
 CG0822* NAVD 88     -       972.34   (+/-2cm)    3190.1    (feet)  VERTCON   
 CG0822  ___________________________________________________________________
 CG0822  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 CG0822  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0822  HORZ ORDER  -  SECOND
 CG0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0822
 CG0822.The horizontal coordinates were established by classical geodetic methods
 CG0822.and adjusted by the National Geodetic Survey in August 1993.
 CG0822
 CG0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0822.The vertical order pertains to the NGVD 29 superseded value.
 CG0822
 CG0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0822
 CG0822.The geoid height was determined by GEOID03.
 CG0822
 CG0822;                    North         East     Units Scale Factor Converg.
 CG0822;SPC AZ C     -    87,744.878   233,380.340   MT  0.99990494   +0 06 41.0
 CG0822;SPC AZ C     -   287,876.90    765,683.53   iFT  0.99990494   +0 06 41.0
 CG0822;UTM  12      - 3,517,517.518   433,233.925   MT  0.99965498   -0 22 17.6
 CG0822
 CG0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0822!SPC AZ C     -   0.99985213  x   0.99990494  =   0.99975708
 CG0822!UTM  12      -   0.99985213  x   0.99965498  =   0.99950716
 CG0822
 CG0822:                Primary Azimuth Mark                     Grid Az
 CG0822:SPC AZ C     -  FRESNAL AZ MK                            063 34 11.5
 CG0822:UTM  12      -  FRESNAL AZ MK                            064 03 10.1
 CG0822
 CG0822|---------------------------------------------------------------------|
 CG0822| PID    Reference Object                     Distance      Geod. Az  |
 CG0822|                                                           dddmmss.s |
 CG0822| CG0820 FRESNAL AZ MK                                      0634052.5 |
 CG0822| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.10.6 KM 1020932.5 |
 CG0822| CG0823 FRESNAL RM 1                          4.010 METERS 15840     |
 CG0822| CG0824 FRESNAL RM 2                          3.801 METERS 22337     |
 CG0822|---------------------------------------------------------------------|
 CG0822
 CG0822                          SUPERSEDED SURVEY CONTROL
 CG0822
 CG0822  NAD 83(1986)-  31 47 28.59992(N)    111 42 18.90722(W) AD(       ) 2
 CG0822  NAD 27      -  31 47 28.30400(N)    111 42 16.48700(W) AD(       ) 2
 CG0822  NGVD 29 (??/??/92)  971.589  (m)         3187.62   (f) ADJ UNCH    2 0
 CG0822
 CG0822.Superseded values are not recommended for survey control.
 CG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0822.See file dsdata.txt to determine how the superseded data were derived.
 CG0822
 CG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA3323417518(NAD 83)
 CG0822_MARKER: DS = TRIANGULATION STATION DISK
 CG0822_SETTING: 66 = SET IN ROCK OUTCROP
 CG0822_SP_SET: ROCK OUTCROP
 CG0822_STAMPING: FRESNAL 1936
 CG0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0822+STABILITY: POSITION/ELEVATION WELL
 CG0822
 CG0822  HISTORY     - Date     Condition        Report By
 CG0822  HISTORY     - 1936     MONUMENTED       CGS
 CG0822  HISTORY     - 1952     GOOD             CGS
 CG0822  HISTORY     - 1952     GOOD             NGS
 CG0822
 CG0822                          STATION DESCRIPTION
 CG0822
 CG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0822'ON A LOW, LONE, LAVA HILL, ABOUT 6 MILES WEST OF THE CREST OF THE
 CG0822'BABOQUIVARI RANGE AND ABOUT 7 MILES WEST-NORTHWEST OF BABOQUIVARI
 CG0822'PEAK, ABOUT 2 MILES SOUTH OF THE EXPERIMENT STATION AT THE FRESNAL
 CG0822'WELLS, ABOUT 55 MILES, AIR LINE, SOUTHWEST OF TUCSON, AND ON THE
 CG0822'HIGHEST POINT OF THE ONLY HILL IN THE VICINITY WHICH IS COVERED
 CG0822'WITH SMALL BRUSH AND CACTUS.  MARKED BY A STANDARD BRONZE DISK
 CG0822'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG0822'REFERENCE DISK, IS 4.01 METERS (13.2 FEET) FROM
 CG0822'STATION S 21 DEG 20 MIN E. REFERENCE MARK NO. 2, A
 CG0822'STANDARD BRONZE REFERENCE DISK, IS 3.801 METERS
 CG0822'(12.47 FEET) FROM STATION S 43 DEG 37 MIN W. THE AZIMUTH
 CG0822'MARK, A STANDARD BRONZE DISK, IS SET AT ROAD FORKS
 CG0822'NORTHEAST OF THE HILL THAT THE STATION IS ON, ABOUT 17 PACES
 CG0822'NORTH OF THE CENTER LINE OF THE ROAD WHERE IT FORKS, THREE
 CG0822'PACES SOUTHWEST OF THE CLOSEST TELEPHONE POLE TO THE FORKS, AND
 CG0822'IS 0.75 MILE FROM STATION N 63 DEG 41 MIN E.
 CG0822
 CG0822                          STATION RECOVERY (1952)
 CG0822
 CG0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0822'STATION IS LOCATED 7.2 MILES E ALONG A GRAVEL ROAD FROM THE POST
 CG0822'OFFICE AND MISSION AT TOPAWA, THENCE ABOUT 0.9 MILE S ACROSS
 CG0822'COUNTRY, ON THE HIGHEST MOUNTAIN IN THIS VICINITY, AND ON THE
 CG0822'HIGHEST POINT OF THE MOUNTAIN.
 CG0822'
 CG0822'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 2- BY 3-FOOT
 CG0822'OUTCROP PROJECTING ABOUT 1-1/2 FEET ABOVE THE GROUND.
 CG0822'
 CG0822'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 1-1/2- BY
 CG0822'2-1/2-FOOT OUTCROP PROJECTING 1/2 FOOT ABOVE THE GROUND.  IT IS
 CG0822'13.7 FEET W OF R.M. 2, 13.1 FEET SE OF THE STATION, AND ABOUT
 CG0822'1-1/2 FEET LOWER THAN THE STATION.
 CG0822'
 CG0822'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A 1- BY 1-FOOT
 CG0822'OUTCROP PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 12.3
 CG0822'FEET SW OF THE STATION, 13.7 FEET W OF R.M. 1, AND ABOUT 2 FEET
 CG0822'LOWER THAN THE STATION.
 CG0822'
 CG0822'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0822'PROJECTING 0.6 FOOT ABOVE THE GROUND.  IT IS 8.1 MILES E
 CG0822'ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT TOPAWA,
 CG0822'AT A Y-JUNCTION, 45 FEET N OF THE CENTER LINE OF THE ROAD, 8.2
 CG0822'FEET W OF A TELEPHONE POLE, 2.3 FEET S OF A WITNESS POST, AND
 CG0822'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CG0822
 CG0822                          STATION RECOVERY (1952)
 CG0822
 CG0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0822'8.1 MI E FROM TOPAWA.
 CG0822'7.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0822'TOPAWA, THENCE ABOUT 0.9 MILES SOUTH ACROSS COUNTRY, ON THE HIGHEST
 CG0822'MOUNTAIN IN THIS VICINITY AND ON THE HIGHEST POINT OF THE MOUNTAIN,
 CG0822'AND SET IN THE TOP OF A 2 BY 3 FOOT OUTCROP PROJECTING ABOUT 1 1/2
 CG0822'FEET ABOVE THE GROUND, 13.1 FEET NORTHWEST OF RM 1, 12.3 FEET
 CG0822'NORTHEAST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0820 ***********************************************************************
 CG0820  DESIGNATION -  FRESNAL AZ MK
 CG0820  PID         -  CG0820
 CG0820  STATE/COUNTY-  AZ/PIMA
 CG0820  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0820
 CG0820                         *CURRENT SURVEY CONTROL
 CG0820  ___________________________________________________________________
 CG0820* NAD 83(1986)-  31 47 47.     (N)    111 41 32.     (W)     SCALED    
 CG0820* NAVD 88     -       904.69   (+/-2cm)    2968.1    (feet)  VERTCON   
 CG0820  ___________________________________________________________________
 CG0820  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CG0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0820
 CG0820.The horizontal coordinates were scaled from a topographic map and have
 CG0820.an estimated accuracy of +/- 6 seconds.
 CG0820
 CG0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0820.The vertical order pertains to the NGVD 29 superseded value.
 CG0820
 CG0820.The geoid height was determined by GEOID03.
 CG0820
 CG0820;                    North         East    Units  Estimated Accuracy
 CG0820;SPC AZ C     -    88,310.      234,610.      MT  (+/- 180 meters Scaled)
 CG0820
 CG0820                          SUPERSEDED SURVEY CONTROL
 CG0820
 CG0820  NGVD 29 (??/??/92)  903.926  (m)         2965.63   (f) ADJ UNCH    2 0
 CG0820
 CG0820.Superseded values are not recommended for survey control.
 CG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0820.See file dsdata.txt to determine how the superseded data were derived.
 CG0820
 CG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA344180(NAD 83)
 CG0820_MARKER: DZ = AZIMUTH MARK DISK
 CG0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0820_STAMPING: FRESNAL 1936
 CG0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0820+STABILITY: SURFACE MOTION
 CG0820
 CG0820  HISTORY     - Date     Condition        Report By
 CG0820  HISTORY     - 1936     MONUMENTED       CGS
 CG0820  HISTORY     - 1952     GOOD             NGS
 CG0820
 CG0820                          STATION DESCRIPTION
 CG0820
 CG0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0820'8.1 MI E FROM TOPAWA.
 CG0820'8.1 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0820'TOPAWA, AT A Y JUNCTION OF A ROAD LEADING EAST, 53 FEET NORTHEAST OF
 CG0820'THE CENTER OF THE Y JUNCTION, 45 FEET NORTH OF THE CENTER LINE OF THE
 CG0820'ROAD, 8.2 FEET WEST OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A WITNESS
 CG0820'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0820'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0823 ***********************************************************************
 CG0823  DESIGNATION -  FRESNAL RM 1
 CG0823  PID         -  CG0823
 CG0823  STATE/COUNTY-  AZ/PIMA
 CG0823  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0823
 CG0823                         *CURRENT SURVEY CONTROL
 CG0823  ___________________________________________________________________
 CG0823* NAD 83(1986)-  31 47 28.     (N)    111 42 18.     (W)     SCALED    
 CG0823* NAVD 88     -       972.12   (+/-2cm)    3189.4    (feet)  VERTCON   
 CG0823  ___________________________________________________________________
 CG0823  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0823
 CG0823.The horizontal coordinates were scaled from a topographic map and have
 CG0823.an estimated accuracy of +/- 6 seconds.
 CG0823
 CG0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0823.The vertical order pertains to the NGVD 29 superseded value.
 CG0823
 CG0823.The geoid height was determined by GEOID03.
 CG0823
 CG0823;                    North         East    Units  Estimated Accuracy
 CG0823;SPC AZ C     -    87,730.      233,400.      MT  (+/- 180 meters Scaled)
 CG0823
 CG0823                          SUPERSEDED SURVEY CONTROL
 CG0823
 CG0823  NGVD 29 (??/??/92)  971.370  (m)         3186.90   (f) ADJ UNCH    2 0
 CG0823
 CG0823.Superseded values are not recommended for survey control.
 CG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0823.See file dsdata.txt to determine how the superseded data were derived.
 CG0823
 CG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA332174(NAD 83)
 CG0823_MARKER: DR = REFERENCE MARK DISK
 CG0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0823_STAMPING: FRESNAL NO 1 1936
 CG0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0823+STABILITY: SURFACE MOTION
 CG0823
 CG0823  HISTORY     - Date     Condition        Report By
 CG0823  HISTORY     - 1936     MONUMENTED       CGS
 CG0823  HISTORY     - 1952     GOOD             NGS
 CG0823
 CG0823                          STATION DESCRIPTION
 CG0823
 CG0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0823'8.1 MI E FROM TOPAWA.
 CG0823'7.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0823'TOPAWA, THENCE 0.9 MILE SOUTH ACROSS COUNTRY, ON THE HIGHEST MOUNTAIN
 CG0823'IN THIS VICINITY, AND SET IN THE TOP OF A 1 1/2 BY 2 1/2 FEET OUTCROP
 CG0823'PROJECTING 1/2 FOOT ABOVE THE GROUND, 13.7 FEET WEST OF RM 2, 13.1
 CG0823'FEET SOUTHEAST OF THE STATION, AND ABOUT 1 1/2 FEET LOWER THAN THE
 CG0823'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0824 ***********************************************************************
 CG0824  DESIGNATION -  FRESNAL RM 2
 CG0824  PID         -  CG0824
 CG0824  STATE/COUNTY-  AZ/PIMA
 CG0824  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0824
 CG0824                         *CURRENT SURVEY CONTROL
 CG0824  ___________________________________________________________________
 CG0824* NAD 83(1986)-  31 47 28.     (N)    111 42 18.     (W)     SCALED    
 CG0824* NAVD 88     -       971.93   (+/-2cm)    3188.7    (feet)  VERTCON   
 CG0824  ___________________________________________________________________
 CG0824  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0824
 CG0824.The horizontal coordinates were scaled from a topographic map and have
 CG0824.an estimated accuracy of +/- 6 seconds.
 CG0824
 CG0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0824.The vertical order pertains to the NGVD 29 superseded value.
 CG0824
 CG0824.The geoid height was determined by GEOID03.
 CG0824
 CG0824;                    North         East    Units  Estimated Accuracy
 CG0824;SPC AZ C     -    87,730.      233,400.      MT  (+/- 180 meters Scaled)
 CG0824
 CG0824                          SUPERSEDED SURVEY CONTROL
 CG0824
 CG0824  NGVD 29 (??/??/92)  971.175  (m)         3186.26   (f) ADJ UNCH    2 0
 CG0824
 CG0824.Superseded values are not recommended for survey control.
 CG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0824.See file dsdata.txt to determine how the superseded data were derived.
 CG0824
 CG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA332174(NAD 83)
 CG0824_MARKER: DR = REFERENCE MARK DISK
 CG0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0824_STAMPING: FRESNAL NO. 2 1936
 CG0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0824+STABILITY: SURFACE MOTION
 CG0824
 CG0824  HISTORY     - Date     Condition        Report By
 CG0824  HISTORY     - 1936     MONUMENTED       CGS
 CG0824  HISTORY     - 1952     GOOD             NGS
 CG0824
 CG0824                          STATION DESCRIPTION
 CG0824
 CG0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0824'8.1 MI E FROM TOPAWA.
 CG0824'7.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0824'TOPAWA, THENCE 0.9 MILE SOUTH ACROSS COUNTRY, ON THE HIGHEST MOUNTAIN
 CG0824'IN THIS VICINITY, AND SET IN THE TOP OF A 1 BY 1 FOOT OUTCROP
 CG0824'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND, 12.3 FEET SOUTHWEST OF THE
 CG0824'FRESNAL TRIANGULATION STATION, 13.7 FEET WEST OF RM1, AND ABOUT 2 FEET
 CG0824'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2038 ***********************************************************************
 DV2038  DESIGNATION -  FRIA
 DV2038  PID         -  DV2038
 DV2038  STATE/COUNTY-  AZ/MARICOPA
 DV2038  USGS QUAD   -  MC MICKEN DAM (1981)
 DV2038
 DV2038                         *CURRENT SURVEY CONTROL
 DV2038  ___________________________________________________________________
 DV2038* NAD 83(1992)-  33 38 42.12194(N)    112 29 46.86297(W)     ADJUSTED  
 DV2038* NAVD 88     -       487.6    (meters)    1600.     (feet)  VERTCON   
 DV2038  ___________________________________________________________________
 DV2038  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DV2038  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV2038  HORZ ORDER  -  SECOND
 DV2038
 DV2038.The horizontal coordinates were established by classical geodetic methods
 DV2038.and adjusted by the National Geodetic Survey in August 1993.
 DV2038
 DV2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2038
 DV2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2038
 DV2038.The geoid height was determined by GEOID03.
 DV2038
 DV2038;                    North         East     Units Scale Factor Converg.
 DV2038;SPC AZ C     -   293,435.942   159,589.295   MT  0.99993563   -0 19 16.2
 DV2038;SPC AZ C     -   962,716.35    523,586.93   iFT  0.99993563   -0 19 16.2
 DV2038;UTM  12      - 3,723,803.233   361,236.981   MT  0.99983738   -0 49 45.0
 DV2038
 DV2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2038!SPC AZ C     -   0.99992816  x   0.99993563  =   0.99986379
 DV2038!UTM  12      -   0.99992816  x   0.99983738  =   0.99976555
 DV2038
 DV2038|---------------------------------------------------------------------|
 DV2038| PID    Reference Object                     Distance      Geod. Az  |
 DV2038|                                                           dddmmss.s |
 DV2038| CR7745 FRIA RM 3                             7.118 METERS 05821     |
 DV2038| AI3350 FRIA RM 1                            11.702 METERS 11424     |
 DV2038| DV2035 LUKE FIELD BEACON                   APPROX.17.0 KM 1315042.1 |
 DV2038| CH5192 FRIA AZ MK                                         1900555.3 |
 DV2038| CH5193 FRIA RM 2                            11.976 METERS 22939     |
 DV2038| AI3351 FRIA RM 4                            11.585 METERS 23040     |
 DV2038| DV2037 FRIA RM TARGET                       12.920 METERS 25825     |
 DV2038|---------------------------------------------------------------------|
 DV2038
 DV2038                          SUPERSEDED SURVEY CONTROL
 DV2038
 DV2038  NAD 83(1986)-  33 38 42.11722(N)    112 29 46.87056(W) AD(       ) 2
 DV2038  NAD 27      -  33 38 41.98700(N)    112 29 44.27400(W) AD(       ) 2
 DV2038  NGVD 29 (07/19/86)  487.1    (m)         1598.     (f) VERT ANG    3  
 DV2038
 DV2038.Superseded values are not recommended for survey control.
 DV2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2038.See file dsdata.txt to determine how the superseded data were derived.
 DV2038
 DV2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6123723803(NAD 83)
 DV2038_MARKER: DS = TRIANGULATION STATION DISK
 DV2038_SETTING: 66 = SET IN ROCK OUTCROP
 DV2038_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2038+STABILITY: POSITION/ELEVATION WELL
 DV2038
 DV2038  HISTORY     - Date     Condition        Report By
 DV2038  HISTORY     - 1947     MONUMENTED       CGS
 DV2038  HISTORY     - 1976     GOOD             LOCENG
 DV2038  HISTORY     - 1986     GOOD             AZDT
 DV2038  HISTORY     - 20080212 POOR             GEOCAC
 DV2038
 DV2038                          STATION DESCRIPTION
 DV2038
 DV2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2038'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH-SOUTHEAST OF
 DV2038'WITTMAN AND 2.5 MILES WEST OF THE BEARDSLEY AQUA FRIA CANAL,
 DV2038'ON A LOW ROUND KNOLL AT THE NORTHEAST END OF THE WHITE TANK
 DV2038'MOUNTAINS.  THE STATION MARK IS A BRONZE DISK SET ON HIGHEST
 DV2038'POINT OF KNOLL, PROJECTS 8 INCHES AND IS STAMPED--FRIA 1947.
 DV2038'
 DV2038'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH 30 INCHES LOWER
 DV2038'THAN THE STATION MARK AND IS STAMPED--FRIA NO 1 1947.
 DV2038'
 DV2038'REFERENCE MARK NO. 2 IS A BRONZE DISK PROJECTING 14 INCHES, IS
 DV2038'12 INCHES HIGHER THAN THE STATION MARK AND IS STAMPED--FRIA NO
 DV2038'2 1947.
 DV2038'
 DV2038'THE AZIMUTH MARK IS A BRONZE DISK SET ON THE EAST END OF AN
 DV2038'EAST-WEST RIDGE, 24 PACES WEST OF CENTER LINE OF ROAD.  IT
 DV2038'PROJECTS 6 INCHES AND IS STAMPED--FRIA 1947.
 DV2038'
 DV2038'TO REACH THE STATION FROM THE POST OFFICE IN MARINETTE, GO WEST
 DV2038'ON HIGHWAY 1.7 MILE TO AN OILED ROAD LEFT AT THE AQUA FRIA
 DV2038'RAILROAD JUNCTION.  TURN LEFT, GO 4.7 MILES TO A ROAD RIGHT.
 DV2038'TURN RIGHT, GO 1.0 MILE TO A T ROAD.  TURN LEFT, GO 1.9 MILE
 DV2038'TO CROSSROAD AND A RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD
 DV2038'1.85 MILE TO A CROSSROAD AT A CANAL.  CROSS CANAL AND CONTINUE
 DV2038'STRAIGHT AHEAD 1.1 MILE TO A FORK.  TURN RIGHT, GO 1.4 MILE
 DV2038'TO A T ROAD.  TURN RIGHT, GO 0.7 MILE TO AZIMUTH MARK ON LEFT.
 DV2038'CONTINUE 0.55 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, GO 0.25
 DV2038'MILE TO FOOT OF KNOLL AT THE SOUTHEAST SIDE AND END OF TRUCK
 DV2038'TRAVEL.  WALK NORTHWESTERLY UP STEEP RIDGE TO HIGHEST POINT
 DV2038'AND STATION.  A 5 MINUTE PACK.
 DV2038
 DV2038                          STATION RECOVERY (1976)
 DV2038
 DV2038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JM)
 DV2038'FRIA 1947 RECOVERED GOOD.
 DV2038'
 DV2038'FRIA NO 1 1947 RECOVERED GOOD.
 DV2038'
 DV2038'FRIA NO 2 1947 RECOVERED GOOD.
 DV2038'
 DV2038'DOZER ROAD TO TOP OF HILL.  ROUGH RIDE BUT MARK IS NOW DRIVABLE.
 DV2038'
 DV2038'NOT ON NGS LEVEL.
 DV2038
 DV2038                          STATION RECOVERY (1986)
 DV2038
 DV2038'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2038'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DV2038'CONDITION.  REFERENCE MARKS 1 AND 2 WERE DESTROYED AND REFERENCE MARKS
 DV2038'3 AND 4 WERE ESTABLISHED AT THIS TIME.
 DV2038'
 DV2038'REFERENCE MARK 3 IS AN AZDT DISK STAMPED---FRIA NO 3 1947 1986---.  IT
 DV2038'IS SET IN AN OUTCROP OF BEDROCK WHICH PROJECTS 4 INCHES.
 DV2038'
 DV2038'REFERENCE MARK 4 IS AN AZDT DISK STAMPED---FRIA NO 4 1947 1986---.  IT
 DV2038'IS SET IN BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.
 DV2038'
 DV2038'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV2038'AVENUE WHICH IS U.S.HIGHWAY 60 IN SURPRISE, TRAVEL WEST ALONG BELL
 DV2038'ROAD FOR 2.55 MILES TO REEMS ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 1.0
 DV2038'MILE TO GREENWAY ROAD.  TURN RIGHT AND TRAVEL WEST FOR 4.25 MILES TO
 DV2038'THE TOP OF A FLOOD CONTROL DAM, CONTINUE WEST AND THEN NORTH ALONG THE
 DV2038'ROAD FOR 1.7 MILES TO A CATTLE GUARD.  CONTINUE NORTH FOR 0.8 MILE TO
 DV2038'AN INTERSECTION.  TURN LEFT ON A DIRT ROAD AND TRAVEL WEST FOR 0.5
 DV2038'MILE TO A FORK.  TAKE RIGHT FORK 0.35 MILE TO A FORK, TAKE THE LEFT
 DV2038'FORK 0.2 MILE TO A FORK, TAKE THE LEFT FORK 0.05 MILE TO A FORK.  TAKE
 DV2038'THE LEFT FORK THROUGH A WASH AND CONTINUE 0.15 MILE TO THE TOP OF A
 DV2038'PROMINENT HILL AND THE STATION.
 DV2038'
 DV2038'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTH ON A NORTH
 DV2038'SOUTH ROAD FOR 0.65 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 DV2038'SOUTH FOR 0.25 MILE TO THE MARK ON THE RIGHT.  THE MARK IS 65 FEET
 DV2038'WEST OF THE ROAD ON THE EAST END OF THE RIDGE.
 DV2038
 DV2038                          STATION RECOVERY (2008)
 DV2038
 DV2038'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2038'THE DISK HAS BEEN REMOVED BY VANDALS, BUT THE DRILL HOLE IS STILL
 DV2038'DISCERNIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI3351 ***********************************************************************
 AI3351  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3351  DESIGNATION -  FRIA RM 4
 AI3351  PID         -  AI3351
 AI3351  STATE/COUNTY-  AZ/MARICOPA
 AI3351  USGS QUAD   -  MC MICKEN DAM (1981)
 AI3351
 AI3351                         *CURRENT SURVEY CONTROL
 AI3351  ___________________________________________________________________
 AI3351* NAD 83(2007)-  33 38 41.87884(N)    112 29 47.21827(W)     ADJUSTED  
 AI3351* NAVD 88     -       486.07   (meters)    1594.7    (feet)  GPS OBS   
 AI3351  ___________________________________________________________________
 AI3351  EPOCH DATE  -        2007.00
 AI3351  X           -  -2,033,871.564 (meters)                     COMP
 AI3351  Y           -  -4,911,061.057 (meters)                     COMP
 AI3351  Z           -   3,513,983.692 (meters)                     COMP
 AI3351  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AI3351  ELLIP HEIGHT-         456.066 (meters)          (02/10/07) ADJUSTED
 AI3351  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 AI3351
 AI3351  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI3351  Type    PID    Designation                      North   East  Ellip
 AI3351  -------------------------------------------------------------------
 AI3351  NETWORK AI3351 FRIA RM 4                         0.41   0.37   1.00
 AI3351  -------------------------------------------------------------------
 AI3351
 AI3351.The horizontal coordinates were established by GPS observations
 AI3351.and adjusted by the National Geodetic Survey in February 2007.
 AI3351
 AI3351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI3351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI3351.The horizontal coordinates are valid at the epoch date displayed above.
 AI3351.The epoch date for horizontal control is a decimal equivalence
 AI3351.of Year/Month/Day.
 AI3351
 AI3351.The orthometric height was determined by GPS observations and a
 AI3351.high-resolution geoid model.
 AI3351.The orthometric height was determined by GPS observations and a
 AI3351.high-resolution geoid model using precise GPS observation and
 AI3351.processing techniques.
 AI3351
 AI3351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3351
 AI3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3351
 AI3351.The ellipsoidal height was determined by GPS observations
 AI3351.and is referenced to NAD 83.
 AI3351
 AI3351.The geoid height was determined by GEOID03.
 AI3351
 AI3351;                    North         East     Units Scale Factor Converg.
 AI3351;SPC AZ C     -   293,428.504   159,580.098   MT  0.99993565   -0 19 16.4
 AI3351;SPC AZ C     -   962,691.94    523,556.75   iFT  0.99993565   -0 19 16.4
 AI3351;UTM  12      - 3,723,795.878   361,227.719   MT  0.99983742   -0 49 45.2
 AI3351
 AI3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3351!SPC AZ C     -   0.99992841  x   0.99993565  =   0.99986406
 AI3351!UTM  12      -   0.99992841  x   0.99983742  =   0.99976584
 AI3351
 AI3351                          SUPERSEDED SURVEY CONTROL
 AI3351
 AI3351  NAD 83(1992)-  33 38 41.87806(N)    112 29 47.21784(W) AD(       ) A
 AI3351  ELLIP H (01/27/00)  456.099  (m)                       GP(       ) 1 1
 AI3351
 AI3351.Superseded values are not recommended for survey control.
 AI3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3351.See file dsdata.txt to determine how the superseded data were derived.
 AI3351
 AI3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6122823796(NAD 83)
 AI3351_MARKER: DR = REFERENCE MARK DISK
 AI3351_SETTING: 66 = SET IN ROCK OUTCROP
 AI3351_STAMPING: FRIA NO 4 1947 1986
 AI3351_MARK LOGO: AZDT  
 AI3351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3351+STABILITY: POSITION/ELEVATION WELL
 AI3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3351+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2008
 AI3351
 AI3351  HISTORY     - Date     Condition        Report By
 AI3351  HISTORY     - 1986     MONUMENTED       AZDT
 AI3351  HISTORY     - 19980917 GOOD             AZ-013
 AI3351  HISTORY     - 20000316 GOOD             MCDOT
 AI3351  HISTORY     - 20080215 GOOD             GEOCAC
 AI3351
 AI3351                          STATION DESCRIPTION
 AI3351
 AI3351'DESCRIBED BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 AI3351'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 AI3351'AVENUE WHICH IS U.S. HIGHWAY 60 IN SURPRISE, TRAVEL WEST ALONG BELL
 AI3351'ROAD FOR 2.55 MILES TO REEMS ROAD. TURN LEFT AND TRAVEL SOUTH FOR 1.0
 AI3351'MILE TO GREENWAY ROAD.  TURN RIGHT AND TRAVEL WEST FOR 4.25 MILES TO
 AI3351'THE TOP OF THE FLOOD CONTROL DAM, CONTINUE WEST AND THEN NORTH ALONG
 AI3351'THE ROAD FOR 1.7 MILES TO A CATTLE GUARD. CONTINUE NORTH FOR 0.8 MILE
 AI3351'TO AN INTERSECTION.  TURN LEFT ON A DIRT ROAD AND TRAVEL WEST FOR 0.5
 AI3351'MILE TO A FORK.  TAKE RIGHT FORK 0.35 MILE TO A FORK, TAKE THE LEFT
 AI3351'FORK 0.2 MILE TO A FORK, TAKE THE LEFT FORK 0.05 MILE TO A FORK. TAKE
 AI3351'THE LEFT FORK THROUGH A WASH AND CONTINUE 0.15 MILE TO THE TOP OF A
 AI3351'PROMINENT HILL AND THE STATION.  WALK NORTHWESTERLY UP STEEP RIDGE TO
 AI3351'HIGHEST POINT AND STATION.  A 5 MINUTE PACK.
 AI3351
 AI3351                          STATION RECOVERY (2000)
 AI3351
 AI3351'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI3351'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) WEST OF THE TOWN OF
 AI3351'SURPRISE, TOWNSHIP 4 NORTH, RANGE 2 WEST, SECTION 31
 AI3351'OWNERSHIP - STATE LAND
 AI3351'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND THE
 AI3351'ESTRELLA FREEWAY (SR-303) , DRIVE WEST ON BELL ROAD 4.6 MI (7.4 KM) TO
 AI3351'A CATTLE GUARD ON THE LEFT (SOUTHWEST) SIDE OF THE ROAD, THENCE DRIVE
 AI3351'OVER CATTLE GUARD AND CONTINUE SOUTHWESTERLY A FEW HUNDRED FEET, THE
 AI3351'STATION IS ON THE TOP OF THE MOUNTAIN TO YOUR LEFT, THERE ARE MULTIPLE
 AI3351'4X4 TRAILS TO THE TOP AND ALL ARE DIFFICULT TO CLIMB
 AI3351'MONUMENT DESCRIPTION - AS PREVIOUSLY DESCRIBED
 AI3351'STATION TIES - NONE AVAILABLE
 AI3351'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AI3351'VISIT-WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AI3351
 AI3351                          STATION RECOVERY (2008)
 AI3351
 AI3351'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AI3351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0953 ***********************************************************************
 EU0953  DESIGNATION -  FRIANT
 EU0953  PID         -  EU0953
 EU0953  STATE/COUNTY-  AZ/MOHAVE
 EU0953  USGS QUAD   -  GENE WASH (1975)
 EU0953
 EU0953                         *CURRENT SURVEY CONTROL
 EU0953  ___________________________________________________________________
 EU0953* NAD 83(1992)-  34 21 54.69067(N)    114 10 12.90256(W)     ADJUSTED  
 EU0953* NAVD 88     -       300.8    (meters)     987.     (feet)  VERTCON   
 EU0953  ___________________________________________________________________
 EU0953  EPOCH DATE  -        1991.35
 EU0953  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 EU0953  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 EU0953  HORZ ORDER  -  FIRST
 EU0953
 EU0953.The horizontal coordinates were established by classical geodetic methods
 EU0953.and adjusted by the National Geodetic Survey in June 1996.
 EU0953.The horizontal coordinates are valid at the epoch date displayed above.
 EU0953.The epoch date for horizontal control is a decimal equivalence
 EU0953.of Year/Month/Day.
 EU0953
 EU0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0953
 EU0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0953
 EU0953.The geoid height was determined by GEOID03.
 EU0953
 EU0953;                    North         East     Units Scale Factor Converg.
 EU0953;SPC AZ W     -   373,251.419   174,704.612   MT  0.99995175   -0 14 14.0
 EU0953;SPC AZ W     - 1,224,578.15    573,177.86   iFT  0.99995175   -0 14 14.0
 EU0953;SPC CA 5     -   602,681.270 2,352,184.580   MT  0.99994466   +2 10 58.8
 EU0953;SPC CA 5     - 1,977,296.80  7,717,125.58   sFT  0.99994466   +2 10 58.8
 EU0953;UTM  11      - 3,806,278.135   760,236.299   MT  1.00043486   +1 35 53.5
 EU0953
 EU0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0953!SPC AZ W     -   0.99995762  x   0.99995175  =   0.99990937
 EU0953!SPC CA 5     -   0.99995762  x   0.99994466  =   0.99990228
 EU0953!UTM  11      -   0.99995762  x   1.00043486  =   1.00039246
 EU0953
 EU0953|---------------------------------------------------------------------|
 EU0953| PID    Reference Object                     Distance      Geod. Az  |
 EU0953|                                                           dddmmss.s |
 EU0953| CC4816 FRIANT RM 1                           4.807 METERS 19756     |
 EU0953| CC4817 FRIANT RM 2                           8.215 METERS 28443     |
 EU0953| CC4815 FRIANT AZ MK                                       3324907.1 |
 EU0953|---------------------------------------------------------------------|
 EU0953
 EU0953                          SUPERSEDED SURVEY CONTROL
 EU0953
 EU0953  NAD 83(1992)-  34 21 54.68822(N)    114 10 12.89880(W) AD(       ) 1
 EU0953  NAD 83(1986)-  34 21 54.68799(N)    114 10 12.90486(W) AD(       ) 1
 EU0953  NAD 27      -  34 21 54.63300(N)    114 10 10.08600(W) AD(       ) 1
 EU0953  NGVD 29 (07/19/86)  300.2    (m)          985.     (f) VERT ANG    3  
 EU0953
 EU0953.Superseded values are not recommended for survey control.
 EU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0953.See file dsdata.txt to determine how the superseded data were derived.
 EU0953
 EU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6023606278(NAD 83)
 EU0953_MARKER: DD = SURVEY DISK
 EU0953_SETTING: 66 = SET IN ROCK OUTCROP
 EU0953_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EU0953
 EU0953  HISTORY     - Date     Condition        Report By
 EU0953  HISTORY     - 1932     MONUMENTED       USGS
 EU0953  HISTORY     - 1948     GOOD             USGS
 EU0953  HISTORY     - 1950     GOOD             CGS
 EU0953  HISTORY     - 1964     GOOD             CGS
 EU0953
 EU0953                          STATION DESCRIPTION
 EU0953
 EU0953'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (NBS)
 EU0953'PARKER, ARIZONA, 16 MILES N.N.E. OF, ABOUT 2 MILES E.N.E.
 EU0953'OF MOUTH OF BLACK METAL WASH AND 5 MILES NORTH OF MOUTH OF
 EU0953'WILLIAMS RIVER.  STATION MAY BE REACHED FROM PARKER BY BOAT
 EU0953'(BOAT USED BELONGED TO BUD GRAHAM WHO KNOWS THIS PART OF THE
 EU0953'COUNTRY WELL).  FROM THE EAST BANK OF THE COLORADO RIVER
 EU0953'0.25 MILE BELOW A POINT OPPOSITE MOUTH OF BLACK METAL WASH,
 EU0953'FOLLOW MAIN WASH HEADING TOWARD SOUTH SIDE OF PEAK APPROX. 0.75
 EU0953'MILE, THENCE NORTH UP RIDGE TO STATION.  1 HOUR PACK.
 EU0953'STATION MAY BE SEEN FROM WHERE ONE LEAVES THE RIVER.  IT
 EU0953'APPEARS AS THE HIGHEST PEAK IN THE NEAR RANGE OF HILLS.
 EU0953'THERE IS ANOTHER PEAK OF APPARENTLY EQUAL HEIGHT ABOUT ONE MILE
 EU0953'NORTHWEST.  APPROX. ELEV. = 980 FEET.  U.S.G.S CAIRN
 EU0953'WAS REMOVED AND TRIPOD PLACED OVER THE U.S.G.S. BRONZE
 EU0953'TRIANGULATION TABLET CEMENTED IN ROCK.
 EU0953
 EU0953                          STATION RECOVERY (1948)
 EU0953
 EU0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (FAR)
 EU0953'THE STATION IS 30 MILES, AIRLINE, SOUTH-SOUTHEAST OF TOPOCK,
 EU0953'16 MILES NORTH-NORTHWEST OF PARKER, 2 MILES EAST-NORTHEAST OF
 EU0953'THE MOUTH OF BLACK METAL WASH, 5 MILES NORTH OF THE MOUTH OF
 EU0953'WILLIAMS RIVER, AND 3/4 MILE NORTHEAST OF THE COLORADO
 EU0953'RIVER.  IT IS ON A LOW ROCKY HILL AT THE SOUTHEASTERN END OF A
 EU0953'RANGE OF HILLS.  THERE IS A HIGHER HILL ABOUT 3/4 MILE
 EU0953'NORTHWEST.
 EU0953'
 EU0953'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 EU0953'MARK DISK, CEMENTED IN A DRILL HOLE IN AN 8 INCH SQUARE MASS
 EU0953'OF BEDROCK, IS FLUSH WITH THE GROUND.  THE DISK, NOT STAMPED,
 EU0953'IS IN GOOD CONDITION.
 EU0953'
 EU0953'REFERENCE MARK NO. 1, A 1/2 INCH COPPER BOLT CEMENTED IN A
 EU0953'DRILL HOLE IN BEDROCK, PROJECTING 1/2 INCH, IS ABOUT 18
 EU0953'INCHES LOWER IN ELEVATION THAN THE STATION MARK.  IT IS NOT
 EU0953'STAMPED BUT IS IN GOOD CONDITION.
 EU0953'
 EU0953'REFERENCE MARK NO. 2, A 1/2 INCH COPPER BOLT CEMENTED IN A DRILL
 EU0953'HOLE IN BEDROCK, PROJECTING 1/2 INCH, IS APPROXIMATELY 10
 EU0953'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS NOT STAMPED.
 EU0953'
 EU0953'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0953'IN BEDROCK, PROJECTING 8 INCHES ABOVE THE SURROUNDING SURFACE,
 EU0953'IS STAMPED FRIANT USGS 1947.  IT IS ON THE SOUTHERN SLOPE
 EU0953'OF A RIDGE, 50 FEET LOWER THAN THE HIGHEST POINT WHICH IS
 EU0953'ABOUT 1/4 MILE NORTHWEST.
 EU0953'
 EU0953'TO REACH THE STATION FROM TOPOCK GO EASTERLY ON THE MAIN
 EU0953'TRAVELED BLADED ROAD (YUCCA ROAD) FOR 2.45 MILES TO A FORK.
 EU0953'TAKE THE RIGHT FORK, MAIN TRAVELED ROAD, FOR 4.65 MILES TO A
 EU0953'FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO CROSSROADS.
 EU0953'KEEP STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 2.9 MILES
 EU0953'TO A FORK AND SIGNS MOHAWK 24 MILES, SITE 6.  TAKE THE RIGHT
 EU0953'FORK AS PER SIGN AND GO SOUTHERLY 11.6 MILES TO FORKS AND SIGN
 EU0953'SITE 6.  TAKE THE LEFT FORK FOR 1.1 MILES TO FORKS AND SIGNS
 EU0953'SITE 6, MOHAWK MINES 10 MILES.  KEEP STRAIGHT AHEAD ON THE
 EU0953'LEFT FORK FOR 2.6 MILES TO A FORK AND SIGN SITE 6.  TAKE THE
 EU0953'LEFT FORK SOUTHEASTERLY 0.8 MILE TO A FORK.  TAKE THE RIGHT
 EU0953'FORK FOR 8.25 MILES TO A FORK.  TAKE THE RIGHT FORK, MAIN
 EU0953'TRAVELED ROAD, FOR 5.85 MILES TO A FORK.  TAKE THE RIGHT
 EU0953'FORK FOR 10.35 MILES TO A SMALL WASH ON THE RIGHT.  TURN
 EU0953'RIGHT, SOUTHERLY GO 0.1 MILE UP THE WASH THENCE TURN LEFT
 EU0953'AND GO 0.15 MILE TO THE BASE OF A SMALL HILL AND THE END OF
 EU0953'TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY UP RIDGE TO THE
 EU0953'HIGHEST POINT AND STATION.  A 15 MINUTE PACK.
 EU0953
 EU0953                          STATION RECOVERY (1950)
 EU0953
 EU0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 EU0953'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN 1948.
 EU0953'ALL MARKS ARE IN GOOD CONDITION AND THE DESCRIPTION OF THE ROUTE
 EU0953'TO THE STATION IS ADEQUATE.
 EU0953'
 EU0953'NO MEASUREMENTS OF DISTANCES AND DIRECTIONS WERE TAKEN AT
 EU0953'THIS TIME SINCE THE STATION WAS NOT VISITED BY AN OBSERVING UNIT.
 EU0953
 EU0953                          STATION RECOVERY (1964)
 EU0953
 EU0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WMR)
 EU0953'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF
 EU0953'THE STATION SITE IS ADEQUATE.  A NEW TO REACH FOLLOWS.  TO REACH
 EU0953'FROM TOPOCK, GO EAST ON U.S. 66 FOR 10.0 MILES TO A PAVED
 EU0953'ROAD RIGHT, TURN RIGHT AND FOLLOW PAVED ROAD SOUTH 21.4 MILES
 EU0953'TO SITE 6 AIRPORT, CONTINUE EAST AND SOUTH ON BLADED, MAIN
 EU0953'TRAVELED, ROAD 16.2 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5897 ***********************************************************************
 DJ5897  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5897  DESIGNATION -  FRIENDSHIP
 DJ5897  PID         -  DJ5897
 DJ5897  STATE/COUNTY-  AZ/MARICOPA
 DJ5897  USGS QUAD   -  TOLLESON (1982)
 DJ5897
 DJ5897                         *CURRENT SURVEY CONTROL
 DJ5897  ___________________________________________________________________
 DJ5897* NAD 83(2007)-  33 27 38.65098(N)    112 19 45.05968(W)     ADJUSTED  
 DJ5897* NAVD 88     -       298.02   (meters)     977.8    (feet)  GPS OBS   
 DJ5897  ___________________________________________________________________
 DJ5897  EPOCH DATE  -        2007.00
 DJ5897  X           -  -2,023,757.248 (meters)                     COMP
 DJ5897  Y           -  -4,927,280.025 (meters)                     COMP
 DJ5897  Z           -   3,496,849.582 (meters)                     COMP
 DJ5897  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DJ5897  ELLIP HEIGHT-         267.631 (meters)          (03/21/07) ADJUSTED
 DJ5897  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DJ5897  HORZ ORDER  -  FIRST
 DJ5897  ELLP ORDER  -  FOURTH    CLASS I
 DJ5897
 DJ5897.The horizontal coordinates were established by GPS observations
 DJ5897.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5897
 DJ5897.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5897.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5897.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5897.The epoch date for horizontal control is a decimal equivalence
 DJ5897.of Year/Month/Day.
 DJ5897
 DJ5897.The orthometric height was determined by GPS observations and a
 DJ5897.high-resolution geoid model.
 DJ5897.The orthometric height was determined by GPS observations and a
 DJ5897.high-resolution geoid model using precise GPS observation and
 DJ5897.processing techniques.
 DJ5897
 DJ5897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5897
 DJ5897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5897
 DJ5897.The ellipsoidal height was determined by GPS observations
 DJ5897.and is referenced to NAD 83.
 DJ5897
 DJ5897.The geoid height was determined by GEOID03.
 DJ5897
 DJ5897;                    North         East     Units Scale Factor Converg.
 DJ5897;SPC AZ C     -   272,922.155   175,014.318   MT  0.99991812   -0 13 38.8
 DJ5897;SPC AZ C     -   895,413.89    574,193.96   iFT  0.99991812   -0 13 38.8
 DJ5897;UTM  12      - 3,703,156.179   376,478.229   MT  0.99978811   -0 43 58.7
 DJ5897
 DJ5897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5897!SPC AZ C     -   0.99995799  x   0.99991812  =   0.99987611
 DJ5897!UTM  12      -   0.99995799  x   0.99978811  =   0.99974610
 DJ5897
 DJ5897                          SUPERSEDED SURVEY CONTROL
 DJ5897
 DJ5897.No superseded survey control is available for this station.
 DJ5897
 DJ5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7647803156(NAD 83)
 DJ5897_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5897_STAMPING: FRIENDSHIP 2006
 DJ5897_MARK LOGO: NGS   
 DJ5897_PROJECTION: FLUSH
 DJ5897_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5897+STABILITY: SURFACE MOTION
 DJ5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5897+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DJ5897
 DJ5897  HISTORY     - Date     Condition        Report By
 DJ5897  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5897  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5897
 DJ5897                          STATION DESCRIPTION
 DJ5897
 DJ5897'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5897'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5897'ON DYSART ROAD 0.7KM TO MCDOWELL ROAD.  TRAVEL EAST ON MCDOWELL ROAD,
 DJ5897'1.7KM TO THE ENTRANCE OF FRIENDSHIP PARK. TURN SOUTH INTO ENTRANCE AND
 DJ5897'TRAVEL WESTERLY, 430M TO A CUL-DE-SAC. CONTINUE TRAVELLING SOUTHERLY
 DJ5897'ON A SIDEWALK WEST OF THE MAINTENANCE FACILITY TO A DIRT ROAD ADJACENT
 DJ5897'TO A FLOOD CONTROL BERM.  TRAVEL WEST ALONG DIRT MAINTENANCE ROAD,
 DJ5897'SOUTH OF SOCCER FIELDS, 241M TO A SIDEWALK AT THE FOOT OF A CONCRETE
 DJ5897'FLOOD CONTROL LEVEE. TRAVEL NORTH ALONG SIDEWALK, 82M, TO THE MARK.
 DJ5897'STATION IS A NGS HORIZONTAL CONTROL DISK, STAMPED FRIENDSHIP 2006, IN
 DJ5897'A CONCRETE POST, LEVEL WITH GROUND.  STATION IS 13.6M NORTHWEST OF
 DJ5897'SIDEWALK, 15.2M NORTHWEST OF LIGHTPOLE, 2.65M SOUTHEAST OF CHAIN LINK
 DJ5897'FENCE AND 1.5M SOUTHEAST OF CARSONITE WITNESS MARKER.
 DJ5897
 DJ5897                          STATION RECOVERY (2008)
 DJ5897
 DJ5897'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5897'GPSR COORDINATES  N33 27.647   W112 19.752.   ELEV 968 FT.
 DJ5897'IT LIES 6 FEET EAST OF A WITNESS POST.
 DJ5897'AVONDALE WATER DISTRICT PUMP UNIT NO 16 IES 150 FEET NNW.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0970 ***********************************************************************
 FR0970  DESIGNATION -  FRIES
 FR0970  PID         -  FR0970
 FR0970  STATE/COUNTY-  AZ/MOHAVE
 FR0970  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0970
 FR0970                         *CURRENT SURVEY CONTROL
 FR0970  ___________________________________________________________________
 FR0970* NAD 83(1992)-  35 14 22.45375(N)    113 51 23.35373(W)     ADJUSTED  
 FR0970* NAVD 88     -      1247.8    (meters)    4094.     (feet)  VERTCON   
 FR0970  ___________________________________________________________________
 FR0970  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 FR0970  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FR0970  HORZ ORDER  -  SECOND
 FR0970
 FR0970.The horizontal coordinates were established by classical geodetic methods
 FR0970.and adjusted by the National Geodetic Survey in August 1993.
 FR0970
 FR0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0970
 FR0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0970
 FR0970.The geoid height was determined by GEOID03.
 FR0970
 FR0970;                    North         East     Units Scale Factor Converg.
 FR0970;SPC AZ W     -   470,171.042   203,668.045   MT  0.99993449   -0 03 41.2
 FR0970;SPC AZ W     - 1,542,555.91    668,202.25   iFT  0.99993449   -0 03 41.2
 FR0970;UTM  12      - 3,903,351.523   240,066.543   MT  1.00043276   -1 38 56.8
 FR0970
 FR0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0970!SPC AZ W     -   0.99980854  x   0.99993449  =   0.99974304
 FR0970!UTM  12      -   0.99980854  x   1.00043276  =   1.00024122
 FR0970
 FR0970:                Primary Azimuth Mark                     Grid Az
 FR0970:SPC AZ W     -  CORNER CAIRN                             077 40 51.7
 FR0970:UTM  12      -  CORNER CAIRN                             079 16 07.3
 FR0970
 FR0970|---------------------------------------------------------------------|
 FR0970| PID    Reference Object                     Distance      Geod. Az  |
 FR0970|                                                           dddmmss.s |
 FR0970| FR0975 CORNER CAIRN                        APPROX. 6.8 KM 0773710.5 |
 FR0970| CH2320 FRIES RM 1                            2.069 METERS 08157     |
 FR0970| FR0969 FRIES CAIRN                           1.250 METERS 13058     |
 FR0970| CH2319 T21 22N R15W SECS 3 4 33 34                        2690106.2 |
 FR0970| CH2321 FRIES RM 2                            4.437 METERS 29131     |
 FR0970|---------------------------------------------------------------------|
 FR0970
 FR0970                          SUPERSEDED SURVEY CONTROL
 FR0970
 FR0970  NAD 83(1986)-  35 14 22.44994(N)    113 51 23.35363(W) AD(       ) 2
 FR0970  NAD 27      -  35 14 22.46600(N)    113 51 20.55100(W) AD(       ) 2
 FR0970  NGVD 29 (07/19/86) 1247.0    (m)         4091.     (f) VERT ANG    3  
 FR0970
 FR0970.Superseded values are not recommended for survey control.
 FR0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0970.See file dsdata.txt to determine how the superseded data were derived.
 FR0970
 FR0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4006703352(NAD 83)
 FR0970_MARKER: DS = TRIANGULATION STATION DISK
 FR0970_SETTING: 66 = SET IN ROCK OUTCROP
 FR0970
 FR0970  HISTORY     - Date     Condition        Report By
 FR0970  HISTORY     - 1948     MONUMENTED       CGS
 FR0970  HISTORY     - 1961     GOOD             CGS
 FR0970  HISTORY     - 1974     GOOD             NGS
 FR0970
 FR0970                          STATION DESCRIPTION
 FR0970
 FR0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0970'THE STATION IS ABOUT 11 MILES AIRLINE EAST NORTHEAST OF
 FR0970'KINGMAN, 7 MILES AIRLINE SOUTH OF THE WALAPAI RAILROAD SIDING,
 FR0970'ON A LOW LONE RANGE OF HILLS IN THE HUALPAI VALLEY.
 FR0970'
 FR0970'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN
 FR0970'GO NORTHEASTERLY ON U.S. HIGHWAY 66 FOR 5.9 MILES TO A DIRT
 FR0970'RIGHT AND SIGN WF RANCH 12 MI. TURN RIGHT FOR 0.1 MILE
 FR0970'CROSSING RAILROAD TRACKS TO A T ROAD AT FENCE.  TURN RIGHT
 FR0970'AND GO 0.4 MILE TO A GATE.  PASS THROUGH GATE AND TURN SHARP
 FR0970'LEFT ON DIRT ROAD ALONG FENCE AND CONTINUE FOR 3.5 MILES TO A
 FR0970'GATE.  PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD ON MAIN
 FR0970'ROAD FOR 1.7 MILES TO A DIM TRACK ROAD RIGHT (SOUTHERLY)
 FR0970'(AZIMUTH MARK IS 0.4 SOUTH ON TRACK ROAD AT FENCE CORNER).
 FR0970'CONTINUE EASTERLY ON MAIN ROAD FOR 0.4 MILE TO A GATE NEAR
 FR0970'A DIRT TANK AND A METAL TANK ON A HILL TO THE LEFT.  PASS
 FR0970'THROUGH GATE AND TURN SHARP RIGHT AND FOLLOW FENCE LINE
 FR0970'SOUTHERLY FOR 0.5 MILE TO AN EAST-WEST FENCE.  TURN LEFT
 FR0970'AND FOLLOW FENCE EASTERLY FOR ABOUT 0.2 MILE AND END OF
 FR0970'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL BACK PACK UP
 FR0970'RIDGE FOR ABOUT 1/2 MILE AND STATION ON THE PEAK NEAR
 FR0970'FENCE LINE.
 FR0970'
 FR0970'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP FLUSH
 FR0970'WITH THE GROUND SURFACE AND IS ABOUT 4 FEET NORTH OF A FENCE
 FR0970'LINE.  IT IS STAMPED FRIES 1947.
 FR0970'
 FR0970'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FR0970'OUTCROP PROJECTING ABOUT 8 INCHES, AND IS ABOUT 10 INCHES
 FR0970'HIGHER THAN THE STATION.  IT IS STAMPED FRIED NO 1 1947.
 FR0970'
 FR0970'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FR0970'OUTCROP ABOUT 2-1/2 FEET LOWER THAN THE STATION.  IT IS STAMPED
 FR0970'FRIES NO 2 1947.
 FR0970'
 FR0970'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE SECTION
 FR0970'CORNER BRONZE DISK RIVETED TO A 3 INCH IRON PIPE PROJECTING
 FR0970'ABOUT 1-1/2 FEET, 6 INCHES NORTHWEST OF A FENCE CORNER.  IT
 FR0970'IS STAMPED T22N R 15W S 33 S34 T21N. S4 S3
 FR0970
 FR0970                          STATION RECOVERY (1961)
 FR0970
 FR0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0970'STATION AND ALL MARKS INCLUDING CAIRN FRIES RECOVERED IN GOOD
 FR0970'CONDITION.
 FR0970'
 FR0970'A NEW TO REACH DESCRIPTION FOLLOWS--TO REACH THE STATION FROM
 FR0970'THE RAILROAD STATION IN KINGMAN GO NE ON U.S. HWY. 66 FOR 5.9
 FR0970'MI. TO A DIRT ROAD RIGHT AT BERRY SIDING.  TURN RIGHT AND
 FR0970'GO 0.1 MI. CROSSING R.R. TRACKS TO A T ROAD AT FENCE.  TURN
 FR0970'RIGHT AND GO 0.4 MI. TO GATE.  PASS THROUGH GATE AND TURN
 FR0970'SHARP LEFT ON BLADED ROAD ALONG FENCE AND CONTINUE ON BLADED
 FR0970'ROAD FOR 3.5 MI. TO GATE.  PASS THROUGH GATE AND CONTINUE
 FR0970'ON BLADED ROAD FOR 3.35 MI. TO BLADED ROAD RIGHT.  THE AZIMUTH
 FR0970'CAN BE REACHED FROM THIS POINT BY TURNING SHARP RIGHT ON
 FR0970'BLADED ROAD AND GOING 0.6 MI. SW TO FENCE CORNER ON THE LEFT
 FR0970'AND AZIMUTH MARK.  FROM BLADED ROAD INTERSECTION CONTINUE
 FR0970'0.1 MI. TO GATE.  THIS GATE IS NEAR A DIRT TANK AND THERE
 FR0970'IS A METAL TANK ON A LOW HILL TO THE LEFT.  PASS THROUGH GATE
 FR0970'AND TURN RIGHT ALONG FENCE AND GO FOLLOW FENCE LINE FOR 0.5
 FR0970'MI.  TO AN EAST-WEST FENCE.  TURN LEFT AND FOLLOW FENCE
 FR0970'LINE FOR 0.2 MI. TO END OF TRUCK TRAVEL.  PACK EAST UP
 FR0970'FENCE LINE TO TOP OF HILL AND STATION.
 FR0970
 FR0970                          STATION RECOVERY (1974)
 FR0970
 FR0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JMK)
 FR0970'ALL MARKS FOUND IN GOOD CONDITION.
 FR0970'
 FR0970'GRID AZIMUTH TO AZIMUTH MARK--269 DEG 04 MIN 49.6 SEC BASED
 FR0970'ON GRID NORTH.
 FR0970'
 FR0970'THE AZIMUTH MARK IS A FOUND USGLO IRON PIPE W/BR. CP SECTION
 FR0970'CORNER MARKED T22N R15W S33 S34 S4 S3 T21N 1911
 FR0970'
 FR0970'STATION MARK IS DATED 1947.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0969 ***********************************************************************
 FR0969  DESIGNATION -  FRIES CAIRN
 FR0969  PID         -  FR0969
 FR0969  STATE/COUNTY-  AZ/MOHAVE
 FR0969  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0969
 FR0969                         *CURRENT SURVEY CONTROL
 FR0969  ___________________________________________________________________
 FR0969* NAD 83(1992)-  35 14 22.42716(N)    113 51 23.31640(W)     ADJUSTED  
 FR0969* NAVD 88     -      1248.     (meters)    4094.     (feet)  SCALED    
 FR0969  ___________________________________________________________________
 FR0969  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 FR0969  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FR0969  HORZ ORDER  -  SECOND
 FR0969
 FR0969.The horizontal coordinates were established by classical geodetic methods
 FR0969.and adjusted by the National Geodetic Survey in August 1993.
 FR0969
 FR0969.The orthometric height was scaled from a topographic map.
 FR0969
 FR0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0969
 FR0969.The geoid height was determined by GEOID03.
 FR0969
 FR0969;                    North         East     Units Scale Factor Converg.
 FR0969;SPC AZ W     -   470,170.221   203,668.988   MT  0.99993449   -0 03 41.2
 FR0969;SPC AZ W     - 1,542,553.22    668,205.34   iFT  0.99993449   -0 03 41.2
 FR0969;UTM  12      - 3,903,350.676   240,067.463   MT  1.00043275   -1 38 56.8
 FR0969
 FR0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0969!SPC AZ W     -   0.99980854  x   0.99993449  =   0.99974304
 FR0969!UTM  12      -   0.99980854  x   1.00043275  =   1.00024121
 FR0969
 FR0969                          SUPERSEDED SURVEY CONTROL
 FR0969
 FR0969  NAD 83(1986)-  35 14 22.42335(N)    113 51 23.31630(W) AD(       ) 2
 FR0969  NAD 27      -  35 14 22.43900(N)    113 51 20.51400(W) AD(       ) 2
 FR0969
 FR0969.Superseded values are not recommended for survey control.
 FR0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0969.See file dsdata.txt to determine how the superseded data were derived.
 FR0969
 FR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4006703351(NAD 83)
 FR0969_MARKER: 72 = CAIRN
 FR0969
 FR0969  HISTORY     - Date     Condition        Report By
 FR0969  HISTORY     - UNK      FIRST OBSERVED   USGS
 FR0969
 FR0969                          STATION DESCRIPTION
 FR0969
 FR0969'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0624 ***********************************************************************
 FQ0624  DESIGNATION -  FRISCO
 FQ0624  PID         -  FQ0624
 FQ0624  STATE/COUNTY-  AZ/COCONINO
 FQ0624  USGS QUAD   -  HUMPHREYS PEAK (1983)
 FQ0624
 FQ0624                         *CURRENT SURVEY CONTROL
 FQ0624  ___________________________________________________________________
 FQ0624* NAD 83(1992)-  35 20 46.83090(N)    111 40 40.60394(W)     ADJUSTED  
 FQ0624* NAVD 88     -      3851.8    (meters)   12637.     (feet)  VERTCON   
 FQ0624  ___________________________________________________________________
 FQ0624  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 FQ0624  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FQ0624  HORZ ORDER  -  FIRST
 FQ0624
 FQ0624.The horizontal coordinates were established by classical geodetic methods
 FQ0624.and adjusted by the National Geodetic Survey in August 1993.
 FQ0624
 FQ0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0624
 FQ0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0624
 FQ0624.The geoid height was determined by GEOID03.
 FQ0624
 FQ0624;                    North         East     Units Scale Factor Converg.
 FQ0624;SPC AZ C     -   482,020.995   235,058.044   MT  0.99990580   +0 08 17.2
 FQ0624;SPC AZ C     - 1,581,433.71    771,187.81   iFT  0.99990580   +0 08 17.2
 FQ0624;UTM  12      - 3,911,663.013   438,397.666   MT  0.99964677   -0 23 32.0
 FQ0624
 FQ0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0624!SPC AZ C     -   0.99939935  x   0.99990580  =   0.99930520
 FQ0624!UTM  12      -   0.99939935  x   0.99964677  =   0.99904633
 FQ0624
 FQ0624:                Primary Azimuth Mark                     Grid Az
 FQ0624:SPC AZ C     -  DEADMAN LOOKOUT TOWER                    027 18 40.2
 FQ0624:UTM  12      -  DEADMAN LOOKOUT TOWER                    027 50 29.4
 FQ0624
 FQ0624|---------------------------------------------------------------------|
 FQ0624| PID    Reference Object                     Distance      Geod. Az  |
 FQ0624|                                                           dddmmss.s |
 FQ0624| FQ0611 DEADMAN LOOKOUT TOWER               APPROX.11.2 KM 0272657.4 |
 FQ0624| FQ0625 AGASSIZ PEAK                        APPROX. 2.3 KM 1792529.6 |
 FQ0624| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX.23.6 KM 1963245.8 |
 FQ0624| CH2323 FRISCO RM                            10.351 METERS 22038     |
 FQ0624| FR0861 MOUNT SITGRAVES                     APPROX.29.8 KM 2692426.4 |
 FQ0624| FQ0674 KENDRICK PEAK                       APPROX.17.1 KM 2933506.0 |
 FQ0624| FQ0675 KENDRICK PEAK LOOKOUT TOWER         APPROX.17.1 KM 2933513.1 |
 FQ0624| FQ0706 MESA BUTTE                          APPROX.34.4 KM 3474116.4 |
 FQ0624|---------------------------------------------------------------------|
 FQ0624
 FQ0624                          SUPERSEDED SURVEY CONTROL
 FQ0624
 FQ0624  NAD 83(1986)-  35 20 46.82905(N)    111 40 40.60708(W) AD(       ) 1
 FQ0624  NAD 27      -  35 20 46.80200(N)    111 40 38.02900(W) AD(       ) 1
 FQ0624  NGVD 29 (05/08/89) 3850.5    (m)        12633.     (f) VERT ANG    3  
 FQ0624
 FQ0624.Superseded values are not recommended for survey control.
 FQ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0624.See file dsdata.txt to determine how the superseded data were derived.
 FQ0624
 FQ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3839811663(NAD 83)
 FQ0624_MARKER: DS = TRIANGULATION STATION DISK
 FQ0624_SETTING: 80 = SET IN A BOULDER
 FQ0624_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0624
 FQ0624  HISTORY     - Date     Condition        Report By
 FQ0624  HISTORY     - 1920     MONUMENTED       CGS
 FQ0624  HISTORY     - 1936     GOOD             CGS
 FQ0624  HISTORY     - 1958     GOOD             CGS
 FQ0624  HISTORY     - 1965     GOOD             USGS
 FQ0624
 FQ0624                          STATION DESCRIPTION
 FQ0624
 FQ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FQ0624'STATION IS ON THE HIGHEST AND NORTHERN PEAK OF THE SAN
 FQ0624'FRANCISCO MOUNTAINS AND ON WHAT IS LOCALLY KNOWN AS HUMPHREYS
 FQ0624'PEAK.
 FQ0624'
 FQ0624'TRUCKS CAN BE DRIVEN TO HARTS PRAIRIE AT THE FOOT OF THE
 FQ0624'MOUNTAIN ON THE WEST SIDE.  FROM THERE PACK ANIMALS CAN BE
 FQ0624'TAKEN TO THE TIMBER LINE WHICH IS ABOUT 1000 FEET FROM THE TOP.
 FQ0624'
 FQ0624'SURFACE MARK AND REFERENCE MARK ARE SET IN A DRILL HOLE IN A
 FQ0624'BOULDER.  THERE IS NO UNDERGROUND MARK.
 FQ0624
 FQ0624                          STATION RECOVERY (1936)
 FQ0624
 FQ0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0624'STATION MARK, REFERENCE MARK, WERE FOUND AS
 FQ0624'DESCRIBED AND WERE IN GOOD CONDITION.  A NEW AZIMUTH MARK,
 FQ0624'WAS SET AND THE DIRECTION TAKEN.  A CHECK WAS MADE ON THE
 FQ0624'DISTANCE AND DIRECTION FROM THE STATION TO THE REFERENCE MARK.
 FQ0624'A SMALL DESCREPENCY WAS FOUND IN THE OLD AND NEW DISTANCES.
 FQ0624'
 FQ0624'THE STATION IS LOCATED ON THE TOP OF HUMPHREYS PEAK, ABOUT 10
 FQ0624'MILES NORTH OF FLAGSTAFF.  THE PEAK IS THE HIGHEST OF THE PEAKS
 FQ0624'IN THE SAN FRANCISCO MOUNTAINS AND IS EASILY IDENTIFIED.
 FQ0624'
 FQ0624'TO REACH THE STATION FROM FLAGSTAFF GO NORTH FROM THE
 FQ0624'INTERSECTION OF BEAVER STREET AND U.S. HIGHWAY 66, FOR 0.60 MILE
 FQ0624'TO A LEFT TURN, GO TO THE LEFT (WEST) ON THE MAIN ROAD AND GO
 FQ0624'WEST AND NORTH 2.75 MILES TO A T-ROAD NORTH AND SIGN READING
 FQ0624'BILL LORENZE FOR SADDLE HORSES.  TAKE THE MAIN ROAD WHICH TURNS
 FQ0624'SHARPLY TO THE RIGHT AND GO 5.40 MILES TO A T-ROAD NORTH AND
 FQ0624'SIGNS READING CITY PIPE LINE ROAD AND INNER BASIN, TAKE THIS
 FQ0624'ROAD NORTH AND GO 0.75 MILE TO A LOCKED GATE (THE KEY TO THIS
 FQ0624'GATE AND ANOTHER WILL BE FOUND AT THE CITY HALL), PASS
 FQ0624'THROUGH THIS GATE AND GO 8.70 MILES, PASSING THROUGH ANOTHER
 FQ0624'GATE, TO A CABIN ON THE LEFT AND A Y-ROAD, TAKE THE RIGHT
 FQ0624'(MAIN) FORK AND GO 5.10 MILES, PASSING BEAR CREEK CANYON
 FQ0624'AND REES CANYON, TO A BASIN BETWEEN TWO MOUNTAIN RIDGES AND THE
 FQ0624'END OF TRUCK TRAVEL.  GO SOUTH UP THE PIPE LINE FOOT-TRAIL AS
 FQ0624'FAR AS IT GOES AND THEN FOLLOW THE EDGE OF TIMBER LINE UP THE
 FQ0624'MOUNTAIN TO THE TOP OF RIDGE, GO TO RIGHT (WEST) ALONG TOP
 FQ0624'OF RIDGE TO THE HIGHEST POINT OF PEAK AND STATION.
 FQ0624'
 FQ0624'REFERENCE MARK (REGULATION) IS 33.96 FEET WEST-SOUTHWEST OF
 FQ0624'THE STATION.
 FQ0624'
 FQ0624'THE AZIMUTH MARK IS ABOUT 3-1/2 MILES SOUTHEAST OF THE STATION,
 FQ0624'ON THE WEST AND SOUTH SIDES OF THE ROAD, WHERE THE ROAD MAKES
 FQ0624'A SHARP LEFT-HAND TURN WHEN GOING TOWARD THE STATION, 1.15
 FQ0624'MILES NORTH AND WEST OF THE SECOND WIRE GATE, 0.25 MILE SOUTH
 FQ0624'AND EAST OF THE CABIN MENTIONED ABOVE, ABOUT 100 FEET FROM THE
 FQ0624'ROAD, THE STATION IS LOCATED ON THE TOP OF A RIDGE THAT RUNS
 FQ0624'DOWN INTO THE ROAD.
 FQ0624'
 FQ0624'ALL LINES VISIBLE FROM THE STATION FROM A 4-FOOT STAND.
 FQ0624
 FQ0624                          STATION RECOVERY (1958)
 FQ0624
 FQ0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0624'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED.
 FQ0624'THE AZIMUTH MARK WAS NOT RECOVERED.  THE STATION WAS NOT OCCUPIED
 FQ0624'AT THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 FQ0624'
 FQ0624'TO REACH THE STATION FROM THE INTERSECTION OF WEST SANTA FE
 FQ0624'AVENUE AND NORTH BEAVER STREET IN FLAGSTAFF, (THIS IS ONE BLOCK
 FQ0624'WEST OF THE SANTA FE RAILROAD DEPOT) GO NORTH ON NORTH BEAVER
 FQ0624'STREET FOR 0.7 MILE TO A CROSS ROAD AND A SIGN SNOW BOWL 12.
 FQ0624'TURN LEFT, WEST, AS PER SIGN AND FOLLOW THE ROAD WEST THEN
 FQ0624'NORTH FOR 2.6 MILES TO A Y-FORK AND SIGN WEATHERFORD ROAD.  TAKE
 FQ0624'THE RIGHT FORK AS PER SIGN AND GO 0.8 MILE TO THE END OF THE
 FQ0624'PAVEMENT, CONTINUE AHEAD FOR 2.2 MILES TO A SIDE ROAD LEFT AND
 FQ0624'SIGN WEATHERFORD ROAD.  TURN LEFT, WEST, AS PER SIGN AND GO
 FQ0624'3.3 MILES TO A REVERSE Y-FORK, KEEP RIGHT AND GO 3.5 MILES TO A SIGN
 FQ0624'CAUTION DANGEROUS BUT PASSABLE.  A 4-WHEEL DRIVE TRUCK IS
 FQ0624'ADVISABLE BEYOND THIS POINT.  CONTINUE AHEAD FOR 2.8 MILES TO A
 FQ0624'SADDLE BETWEEN TWO MOUNTAINS AND THE END OF TRUCK TRAVEL.  PACK
 FQ0624'IN A WESTERLY DIRECTION ON THE ROAD TO ITS END ON A RIDGE BETWEEN
 FQ0624'AGASSIZ AND HUMPHREYS PEAKS.  PACK WEST THEN NORTH ALONG THE
 FQ0624'RIDGE TO THE HIGHEST POINT AND STATION.  ABOUT A FOUR HOUR
 FQ0624'PACK.
 FQ0624
 FQ0624                          STATION RECOVERY (1965)
 FQ0624
 FQ0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0624'RECOVERED IN GOOD CONDITION.
 FQ0624'
 FQ0624'TO REACH FROM FLAGSTAFF POST OFFICE, GO 7.8 MI W. ON HWY. 180 TO
 FQ0624'Y-RD. FORK AT SKI-LIFT LODGE.  TURN RIGHT LEAVING HWY. AND FOLLOW
 FQ0624'MAIN-TRAVELED RD. 7 MI TO SKI RESORT AND END OF TRUCK TRAVEL.
 FQ0624'TAKE CHAIR LIFT UP MOUNTAIN.  PACK E. AND N. TO HIGHEST PEAK AND
 FQ0624'STATION.  A 2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH4878 ***********************************************************************
 AH4878  DESIGNATION -  FRWY
 AH4878  PID         -  AH4878
 AH4878  STATE/COUNTY-  AZ/PIMA
 AH4878  USGS QUAD   -  VAIL (1981)
 AH4878
 AH4878                         *CURRENT SURVEY CONTROL
 AH4878  ___________________________________________________________________
 AH4878* NAD 83(1992)-  32 01 38.75821(N)    110 43 14.29125(W)     ADJUSTED  
 AH4878* NAVD 88     -      1001.0    (meters)    3284.     (feet)  VERTCON   
 AH4878  ___________________________________________________________________
 AH4878  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 AH4878  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AH4878  HORZ ORDER  -  SECOND
 AH4878
 AH4878.The horizontal coordinates were established by classical geodetic methods
 AH4878.and adjusted by the National Geodetic Survey in October 1998.
 AH4878
 AH4878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4878
 AH4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4878
 AH4878.The geoid height was determined by GEOID03.
 AH4878
 AH4878;                    North         East     Units Scale Factor Converg.
 AH4878;SPC AZ C     -   114,534.060   326,335.309   MT  1.00005736   +0 38 03.7
 AH4878;SPC AZ C     -   375,767.91  1,070,653.90   iFT  1.00005736   +0 38 03.7
 AH4878;UTM  12      - 3,543,510.529   526,379.566   MT  0.99960858   +0 08 53.4
 AH4878
 AH4878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4878!SPC AZ C     -   0.99984735  x   1.00005736  =   0.99990470
 AH4878!UTM  12      -   0.99984735  x   0.99960858  =   0.99945598
 AH4878
 AH4878|---------------------------------------------------------------------|
 AH4878| PID    Reference Object                     Distance      Geod. Az  |
 AH4878|                                                           dddmmss.s |
 AH4878| AH4879 FRWY RM 1                            10.275 METERS 19721     |
 AH4878| AH4880 FRWY RM 2                            12.231 METERS 25632     |
 AH4878|---------------------------------------------------------------------|
 AH4878
 AH4878                          SUPERSEDED SURVEY CONTROL
 AH4878
 AH4878  NGVD 29 (10/30/98) 1000.3    (m)         3282.     (f) VERT ANG    3  
 AH4878
 AH4878.Superseded values are not recommended for survey control.
 AH4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4878.See file dsdata.txt to determine how the superseded data were derived.
 AH4878
 AH4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2638043511(NAD 83)
 AH4878_MARKER: DS = TRIANGULATION STATION DISK
 AH4878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4878_PROJECTION: FLUSH
 AH4878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4878+STABILITY: SURFACE MOTION
 AH4878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4878+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2006
 AH4878
 AH4878  HISTORY     - Date     Condition        Report By
 AH4878  HISTORY     - 1987     MONUMENTED       AZDT
 AH4878  HISTORY     - 20061224 GOOD             GEOCAC
 AH4878
 AH4878                          STATION DESCRIPTION
 AH4878
 AH4878'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 AH4878'THE STATION IS LOCATED 1-1/2 MILES SOUTHWEST OF VAIL AT THE INTERSTATE
 AH4878'HIGHWAY 10 INTERCHANGE TO VAIL ROAD AND WENTWORTH ROAD.  IT IS ON TOP
 AH4878'OF THE OVERPASS AT THE NORTH END OF THE BRIDGE ALONG THE EAST SIDE OF
 AH4878'THE GUARD RAIL.  32 FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE.
 AH4878'THE STATION MARK IS AN AZDT DISK STAMPED---FRWY 1987---.  IT IS SET IN
 AH4878'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 9
 AH4878'FEET NORTHEAST OF THE WITNESS POST AND ABOUT 3 FEET EAST OF THE GUARD
 AH4878'RAIL.
 AH4878'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FRWY RM 1 1987---.  IT IS
 AH4878'SET IN THE NORTHEAST DADO OF THE BRIDGE.
 AH4878'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FRWY RM 2 1987---.  IT IS
 AH4878'SET IN THE CURBING AT THE NORTHWEST CORNER OF THE BRIDGE.
 AH4878
 AH4878                          STATION RECOVERY (2006)
 AH4878
 AH4878'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 AH4878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1998 ***********************************************************************
 DU1998  DESIGNATION -  FRY
 DU1998  PID         -  DU1998
 DU1998  STATE/COUNTY-  AZ/GILA
 DU1998  USGS QUAD   -  PINAL PEAK (1979)
 DU1998
 DU1998                         *CURRENT SURVEY CONTROL
 DU1998  ___________________________________________________________________
 DU1998* NAD 83(1992)-  33 15 41.22611(N)    110 46 28.00438(W)     ADJUSTED  
 DU1998* NAVD 88     -      1524.     (meters)    5000.     (feet)  SCALED    
 DU1998  ___________________________________________________________________
 DU1998  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DU1998  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DU1998  HORZ ORDER  -  SECOND
 DU1998
 DU1998.The horizontal coordinates were established by classical geodetic methods
 DU1998.and adjusted by the National Geodetic Survey in August 1993.
 DU1998
 DU1998.The orthometric height was scaled from a topographic map.
 DU1998
 DU1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1998
 DU1998.The geoid height was determined by GEOID03.
 DU1998
 DU1998;                    North         East     Units Scale Factor Converg.
 DU1998;SPC AZ E     -   250,910.135   156,734.449   MT  0.99993952   -0 20 00.1
 DU1998;SPC AZ E     -   823,195.98    514,220.63   iFT  0.99993952   -0 20 00.1
 DU1998;UTM  12      - 3,680,294.792   521,008.004   MT  0.99960544   +0 07 25.3
 DU1998
 DU1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1998!SPC AZ E     -   0.99976513  x   0.99993952  =   0.99970467
 DU1998!UTM  12      -   0.99976513  x   0.99960544  =   0.99937066
 DU1998
 DU1998|---------------------------------------------------------------------|
 DU1998| PID    Reference Object                     Distance      Geod. Az  |
 DU1998|                                                           dddmmss.s |
 DU1998| CD2920 FRY RM 1                             14.558 METERS 07349     |
 DU1998| CD2921 FRY RM 2                              7.712 METERS 17851     |
 DU1998| CD2919 FRY AZ MK                                          2240138.1 |
 DU1998|---------------------------------------------------------------------|
 DU1998
 DU1998                          SUPERSEDED SURVEY CONTROL
 DU1998
 DU1998  NAD 83(1986)-  33 15 41.22157(N)    110 46 28.00400(W) AD(       ) 2
 DU1998  NAD 27      -  33 15 41.01000(N)    110 46 25.61400(W) AD(       ) 2
 DU1998
 DU1998.Superseded values are not recommended for survey control.
 DU1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1998.See file dsdata.txt to determine how the superseded data were derived.
 DU1998
 DU1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2100880295(NAD 83)
 DU1998_MARKER: DS = TRIANGULATION STATION DISK
 DU1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1998
 DU1998  HISTORY     - Date     Condition        Report By
 DU1998  HISTORY     - 1938     MONUMENTED       CGS
 DU1998  HISTORY     - 1963     GOOD             USGS
 DU1998
 DU1998                          STATION DESCRIPTION
 DU1998
 DU1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1998'STATION IS 0.1 MILE E OF ARIZ. 77 AT A POINT 9.3 MILES S OF
 DU1998'JUNCTION OF U.S. 70 AND ARIZ. 77 ON EASTERN END OF A SHORT
 DU1998'SPUR THAT IS ABOUT SAME ELEVATION AS ROAD.
 DU1998'
 DU1998'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DU1998'BRONZE DISKS SET IN CONCRETE, A BOULDER, OUTCROPPING BEDROCK,
 DU1998'AND A BOULDER.
 DU1998'
 DU1998'TO REACH FROM GLOBE GO E AND S ON 70 ABOUT 6 MILES TO JUNCTION
 DU1998'OF 70 AND 77 (ROAD TO WINKELMAN).  THENCE GO SOUTHWARD ON
 DU1998'77, 9.3 MILES TO A SHARP S CURVE (ABOUT 1-1/2 MILES N OF EL
 DU1998'CAPITAN SCHOOLHOUSE.  FROM HERE TAKE TIME TRACK ROAD LEADING
 DU1998'EASTWARD 0.1 MILE TO EASTERN END OF SPUR AND STATION.
 DU1998'
 DU1998'CHIMNEY OF EL CAPITAN SCHOOL BUILDING (A SQUARE BRICK BUILDING
 DU1998'WITH A BRICK CHIMNEY) IS A GOOD AZIMUTH MARK.
 DU1998'
 DU1998'AZIMUTH MARK IS ABOUT 5 PACES E OF ROAD BETWEEN GLOBE AND
 DU1998'WINKELMAN, AND ABOUT 1/3 MILE SW OF STATION.
 DU1998
 DU1998                          STATION RECOVERY (1963)
 DU1998
 DU1998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1998'NEW DESCRIPTION--STATION IS ABOUT 430 FT E OF STATE HWY 77
 DU1998'AT A POINT 8.6 MI. SOUTH OF JUNCTION OF FEDERAL HWY 70 AND
 DU1998'STATE HWY 77 ON EASTERN END OF A SHORT SPUR RIDGE.
 DU1998'
 DU1998'TO REACH STATION FROM POST OFFICE IN GLOBE PROCEED SE ON
 DU1998'FEDERAL HWY 70 FOR 5.4 MI. TO JUNCTION OF FEDERAL HWY 70
 DU1998'AND STATE HWY 77.  TURN S AND FOLLOW STATE HWY 77 FOR 8.6 MI.
 DU1998'TO DIVIDE AND END OF TRUCK TRAVEL.  CLIMB UP TO RIDGE AND GO
 DU1998'E ABOUT 400 FT TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1242 ***********************************************************************
 CY1242  DESIGNATION -  FRYE
 CY1242  PID         -  CY1242
 CY1242  STATE/COUNTY-  AZ/GRAHAM
 CY1242  USGS QUAD   -  THATCHER (1985)
 CY1242
 CY1242                         *CURRENT SURVEY CONTROL
 CY1242  ___________________________________________________________________
 CY1242* NAD 83(1992)-  32 46 31.79846(N)    109 49 36.19259(W)     ADJUSTED  
 CY1242* NAVD 88     -      1295.9    (meters)    4252.     (feet)  VERTCON   
 CY1242  ___________________________________________________________________
 CY1242  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 CY1242  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY1242  HORZ ORDER  -  FIRST
 CY1242
 CY1242.The horizontal coordinates were established by classical geodetic methods
 CY1242.and adjusted by the National Geodetic Survey in August 1993.
 CY1242
 CY1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1242
 CY1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1242
 CY1242.The geoid height was determined by GEOID03.
 CY1242
 CY1242;                    North         East     Units Scale Factor Converg.
 CY1242;SPC AZ E     -   196,907.526   245,206.199   MT  0.99991250   +0 11 02.5
 CY1242;SPC AZ E     -   646,022.07    804,482.28   iFT  0.99991250   +0 11 02.5
 CY1242;UTM  12      - 3,627,008.359   609,882.850   MT  0.99974888   +0 38 06.8
 CY1242
 CY1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1242!SPC AZ E     -   0.99980077  x   0.99991250  =   0.99971329
 CY1242!UTM  12      -   0.99980077  x   0.99974888  =   0.99954970
 CY1242
 CY1242:                Primary Azimuth Mark                     Grid Az
 CY1242:SPC AZ E     -  3538                                     013 57 35.8
 CY1242:UTM  12      -  3538                                     013 30 31.5
 CY1242
 CY1242|---------------------------------------------------------------------|
 CY1242| PID    Reference Object                     Distance      Geod. Az  |
 CY1242|                                                           dddmmss.s |
 CY1242| CC7425 3538                                               0140838.3 |
 CY1242| CY1243 THATCHER CHURCH STEEPLE             APPROX.10.0 KM 0382556.7 |
 CY1242| CY1219 SAFFORD KGLU RADIO TOWER            APPROX.11.9 KM 0620555.9 |
 CY1242| CC7426 FRYE RM 1                             7.153 METERS 12106     |
 CY1242| CC7427 FRYE RM 2                            14.386 METERS 21551     |
 CY1242|---------------------------------------------------------------------|
 CY1242
 CY1242                          SUPERSEDED SURVEY CONTROL
 CY1242
 CY1242  NAD 83(1986)-  32 46 31.79117(N)    109 49 36.19113(W) AD(       ) 1
 CY1242  NAD 27      -  32 46 31.54400(N)    109 49 33.89700(W) AD(       ) 1
 CY1242  NGVD 29 (07/19/86) 1295.2    (m)         4249.     (f) VERT ANG    3  
 CY1242
 CY1242.Superseded values are not recommended for survey control.
 CY1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1242.See file dsdata.txt to determine how the superseded data were derived.
 CY1242
 CY1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0988327008(NAD 83)
 CY1242_MARKER: DD = SURVEY DISK
 CY1242_SETTING: 80 = SET IN A BOULDER
 CY1242_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY1242
 CY1242  HISTORY     - Date     Condition        Report By
 CY1242  HISTORY     - 1945     MONUMENTED       USSES
 CY1242  HISTORY     - 1967     GOOD             AMS
 CY1242
 CY1242                          STATION DESCRIPTION
 CY1242
 CY1242'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1242'STATION IS LOCATED ON THE N END OF A HIGH MESA, KNOWN AS FRYE
 CY1242'MESA, WHICH EXTENDS NE FROM THE HIGH FOOTHILLS OF MT. GRAHAM,
 CY1242'AND BY APPROXIMATE AIR LINE DISTANCES IS 8 MILES S OF PIMA,
 CY1242'7-1/2 MILES WSW OF SAFFORD, AND 1-1/2 MILES NE OF THE OLD
 CY1242'SAFFORD CITY RESERVOIR.
 CY1242'
 CY1242'TO REACH THE STATION FROM THE POST OFFICE IN THATCHER, GO W
 CY1242'ON U.S. HIGHWAY 70 FOR 0.1 MILE TO A ROAD LEFT AT THE NW
 CY1242'END OF THE GILA JUNIOR COLLEGE ATHLETIC FIELD.  TURN LEFT
 CY1242'(S) ON THIS ROAD FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK,
 CY1242'THEN A LEFT FORK, PASSING TO THE LEFT OF A PIPELINE CHECK
 CY1242'STATION.  CONTINUE ON THE GRADED GRAVEL ROAD FOR 4.9 MILES
 CY1242'TO THE AZIMUTH MARK ON THE RIGHT, ON THE INSIDE OF THE TURN
 CY1242'AS THE ROAD TURNS SHARPLY TO THE RIGHT.  CONTINUE FOR 2.0
 CY1242'MILES TO THE STATION, 432 FEET NE OF THE CENTER OF THE GRADED
 CY1242'ROAD, JUST AS IT TOPS OUT ON THE HIGH MESA.
 CY1242'
 CY1242'STATION MARK IS A STANDARD U.S. SOIL EROSION SERVICE DISK
 CY1242'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 10
 CY1242'INCHES ABOVE THE GROUND AND IS STAMPED 19 FRYE 35.  IT IS LOCATED
 CY1242'CLOSE TO THE N END OF A PRONG OF THE MESA AND 9.4 FEET
 CY1242'ESE OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1242'
 CY1242'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1242'HOLE IN A BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 CY1242'GROUND AND IS STAMPED FRYE USSES NO 1 1945.  IT IS ESE OF
 CY1242'THE STATION AND ABOUT 5 FEET LOWER.
 CY1242'
 CY1242'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1242'HOLE IN A BOULDER WHICH PROJECTS ABOUT 14 INCHES ABOVE THE
 CY1242'GROUND AND IS STAMPED FRYE USSES NO 2 1945.  IT IS LOCATED
 CY1242'SW OF THE STATION AND ABOUT 3 FEET HIGHER.
 CY1242'
 CY1242'AZIMUTH MARK IS A STANDARD U.S. DEPARTMENT OF AGRICULTURE
 CY1242'FOREST SERVICE DISK SET IN A DRILL HOLE IN A BOULDER WHICH
 CY1242'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1242'BM EL 3538.  IT IS NNE OF THE STATION, 17 FEET NW OF THE GRADED
 CY1242'ROAD, AND 3.6 FEET ESE OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1242
 CY1242                          STATION RECOVERY (1967)
 CY1242
 CY1242'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1242'THE STATION IS LOCATED APPROXIMATELY 7.3 AIRMILES (SW) OF
 CY1242'SAFFORD.  5.9 AIRMILES (SSW) OF THATCHER, ARIZONA.
 CY1242'
 CY1242'TO REACH FROM THE POST OFFICE IN THATCHER GO (W) ON U.S. HWY
 CY1242'70 FOR 0.1 MILE TO A ROAD LEFT AT THE (NW) CORNER OF THE
 CY1242'EASTERN ARIZONA COLLEGE CAMPUS.  TURN LEFT (S) AND GO 1.1
 CY1242'MILE TO A Y INTERSECTION.  PROCEED ON RIGHT FORK (W) 0.1 MILE TO
 CY1242'ANOTHER Y INTERSECTION.  TAKE LEFT FORK (SW) AND GO 5 MILES TO
 CY1242'THE AZIMUTH MARK LOCATED ON THE INSIDE OF A SHARP RIGHT
 CY1242'CURVE.  FROM HERE PROCEED 2.1 MILES TO WHERE THE ROAD JUST
 CY1242'TOPS THE MESA.  HERE TURN LEFT (N) AND GO CROSS-COUNTRY OUT
 CY1242'A FINGER TO EDGE OF MESA AND STATION SITE.  STATION IS MARKED
 CY1242'BY A USSES DISK SET IN A BOULDER.
 CY1242'
 CY1242'REFERENCE MARKS 1 AND 2 ARE BOTH USC AND GS DISKS AND BOTH
 CY1242'ARE SET IN A BOULDER.
 CY1242'
 CY1242'AZIMUTH MARK IS A U.S. DEPT. OF AGRICULTURE FOREST SERVICE
 CY1242'DISK SET IN A BOULDER.
 CY1242'
 CY1242'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW FROM STATION
 CY1242'IS GOOD IN ALL DIRECTIONS EXCEPT FROM 110-240 DEG MAG AZ
 CY1242'WHICH IS A MOUNTAIN APPROXIMATELY 1 MILE DISTANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0362 ***********************************************************************
 ET0362  DESIGNATION -  FSG 2 R 3
 ET0362  PID         -  ET0362
 ET0362  STATE/COUNTY-  AZ/YAVAPAI
 ET0362  USGS QUAD   -  HILLSIDE (1969)
 ET0362
 ET0362                         *CURRENT SURVEY CONTROL
 ET0362  ___________________________________________________________________
 ET0362* NAD 83(1986)-  34 25 28.     (N)    112 54 58.     (W)     SCALED    
 ET0362* NAVD 88     -      1187.523  (meters)    3896.07   (feet)  POSTED    
 ET0362  ___________________________________________________________________
 ET0362  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 ET0362  DYNAMIC HT  -        1186.010 (meters)    3891.10  (feet)  COMP
 ET0362  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 ET0362
 ET0362  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0362
 ET0362.The horizontal coordinates were scaled from a topographic map and have
 ET0362.an estimated accuracy of +/- 6 seconds.
 ET0362
 ET0362.The orthometric height was determined by differential leveling
 ET0362.and adjusted in November 2005.
 ET0362.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0362.rate of 1.1 thru 2.0 mm/km.
 ET0362
 ET0362.The geoid height was determined by GEOID03.
 ET0362
 ET0362.The dynamic height is computed by dividing the NAVD 88
 ET0362.geopotential number by the normal gravity value computed on the
 ET0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0362.degrees latitude (g = 980.6199 gals.).
 ET0362
 ET0362.The modeled gravity was interpolated from observed gravity values.
 ET0362
 ET0362;                    North         East    Units  Estimated Accuracy
 ET0362;SPC AZ C     -   380,180.      121,500.      MT  (+/- 180 meters Scaled)
 ET0362
 ET0362                          SUPERSEDED SURVEY CONTROL
 ET0362
 ET0362  NGVD 29 (??/??/92) 1186.758  (m)         3893.56   (f) ADJ UNCH    1 2
 ET0362
 ET0362.Superseded values are not recommended for survey control.
 ET0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0362.See file dsdata.txt to determine how the superseded data were derived.
 ET0362
 ET0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD239108(NAD 83)
 ET0362_MARKER: DD = SURVEY DISK
 ET0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0362_STAMPING: FS G2 R3 1945
 ET0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0362+STABILITY: SURFACE MOTION
 ET0362
 ET0362  HISTORY     - Date     Condition        Report By
 ET0362  HISTORY     - 1945     MONUMENTED       USFS
 ET0362  HISTORY     - 1950     GOOD             NGS
 ET0362  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0362
 ET0362                          STATION DESCRIPTION
 ET0362
 ET0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0362'0.5 MI NW FROM HILLSIDE.
 ET0362'0.5 MILE NORTH ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON, TOPEKA
 ET0362'AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE SOUTH CORNER OF A
 ET0362'TRIANGLE FORMED BY THE JUNCTION OF A COUNTY GRADED ROAD LEADING EAST
 ET0362'TO KIRKLAND, 43 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LEG
 ET0362'OF THE TRIANGLE, 42 FEET EAST OF THE SOUTHWEST LEG, 2.1 FEET SOUTH OF
 ET0362'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ET0362'FOOT ABOVE THE GROUND.
 ET0362
 ET0362                          STATION RECOVERY (2008)
 ET0362
 ET0362'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0362'THERE IS NO LONGER A ROAD INTERSECTION AT THE DESCRIBED LOCATION.
 ET0362'ASSUMED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1083 ***********************************************************************
 FS1083  DESIGNATION -  FT MOHAVE
 FS1083  PID         -  FS1083
 FS1083  STATE/COUNTY-  AZ/MOHAVE
 FS1083  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1083
 FS1083                         *CURRENT SURVEY CONTROL
 FS1083  ___________________________________________________________________
 FS1083* NAD 83(1992)-  35 02 34.83888(N)    114 36 56.74657(W)     ADJUSTED  
 FS1083* NAVD 88     -       166.6    (meters)     547.     (feet)  VERTCON   
 FS1083  ___________________________________________________________________
 FS1083  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FS1083  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FS1083  HORZ ORDER  -  FIRST
 FS1083
 FS1083.The horizontal coordinates were established by classical geodetic methods
 FS1083.and adjusted by the National Geodetic Survey in August 1993.
 FS1083
 FS1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1083
 FS1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1083
 FS1083.The geoid height was determined by GEOID03.
 FS1083
 FS1083;                    North         East     Units Scale Factor Converg.
 FS1083;SPC AZ W     -   448,703.022   134,371.698   MT  1.00001020   -0 29 49.7
 FS1083;SPC AZ W     - 1,472,122.78    440,852.03   iFT  1.00001020   -0 29 49.7
 FS1083;SPC CA 5     -   676,357.021 2,308,700.682   MT  0.99993507   +1 55 44.6
 FS1083;SPC CA 5     - 2,219,014.66  7,574,462.15   sFT  0.99993507   +1 55 44.6
 FS1083;SPC NV E     - 8,032,930.982   288,274.100   MT  0.99999601   +0 33 20.2
 FS1083;SPC NV E     -26,354,707.73    945,779.28   sFT  0.99999601   +0 33 20.2
 FS1083;UTM  11      - 3,880,411.821   717,473.227   MT  1.00018292   +1 22 10.4
 FS1083
 FS1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1083!SPC AZ W     -   0.99997862  x   1.00001020  =   0.99998882
 FS1083!SPC CA 5     -   0.99997862  x   0.99993507  =   0.99991369
 FS1083!SPC NV E     -   0.99997862  x   0.99999601  =   0.99997463
 FS1083!UTM  11      -   0.99997862  x   1.00018292  =   1.00016154
 FS1083
 FS1083|---------------------------------------------------------------------|
 FS1083| PID    Reference Object                     Distance      Geod. Az  |
 FS1083|                                                           dddmmss.s |
 FS1083| CC4822 FT MOHAVE RM 1                       12.468 METERS 00208     |
 FS1083| CC4823 FT MOHAVE RM 2                       12.740 METERS 27450     |
 FS1083| CC5151 540 Y                                              2793926.7 |
 FS1083|---------------------------------------------------------------------|
 FS1083
 FS1083                          SUPERSEDED SURVEY CONTROL
 FS1083
 FS1083  NAD 83(1986)-  35 02 34.84584(N)    114 36 56.74589(W) AD(       ) 1
 FS1083  NAD 27      -  35 02 34.84157(N)    114 36 53.86912(W) AD(       ) 1
 FS1083  NGVD 29 (07/19/86)  165.9    (m)          544.     (f) VERT ANG    3  
 FS1083
 FS1083.Superseded values are not recommended for survey control.
 FS1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1083.See file dsdata.txt to determine how the superseded data were derived.
 FS1083
 FS1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1747380412(NAD 83)
 FS1083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FS1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1083+STABILITY: SURFACE MOTION
 FS1083
 FS1083  HISTORY     - Date     Condition        Report By
 FS1083  HISTORY     - 1934     MONUMENTED       CGS
 FS1083  HISTORY     - 1947     GOOD             USGS
 FS1083  HISTORY     - 1948     GOOD             CGS
 FS1083  HISTORY     - 1955     GOOD             CGS
 FS1083  HISTORY     - 1964     GOOD             CGS
 FS1083  HISTORY     - 1968     GOOD             AZHD
 FS1083  HISTORY     - 1972     GOOD             AZHD
 FS1083  HISTORY     - 1973     GOOD             NGS
 FS1083
 FS1083                          STATION DESCRIPTION
 FS1083
 FS1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1083'STATION IS 0.2 MILE E OF THE SCHOOLHOUSE AT FORT MOHAVE, AND
 FS1083'JUST W OF THE FIRST N AND S ROAD E OF THE SCHOOL.
 FS1083'
 FS1083'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FS1083'SET IN CONCRETE.
 FS1083'
 FS1083'REACHED FROM OATMAN AS FOLLOWS--GO S AND W ON THE HIGHWAY 1.8
 FS1083'MILES, TURN RIGHT ON GRAVELED ROAD AS PER SIGN FORT MOHAVE
 FS1083'INDIAN SCHOOL, 6.0 MILES AND TAKE THE RIGHT FORK, AND FOLLOW
 FS1083'THE MAIN ROAD 8.6 MILES TO A POINT 0.2 MILE BEFORE REACHING
 FS1083'THE SCHOOLHOUSE, HERE TURN LEFT 50 YARDS TO THE STATION.
 FS1083
 FS1083                          STATION RECOVERY (1947)
 FS1083
 FS1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 FS1083'RECOVERED IN GOOD CONDITION.
 FS1083
 FS1083                          STATION RECOVERY (1948)
 FS1083
 FS1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1083'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 FS1083'AS DESCRIBED.
 FS1083'
 FS1083'THE STATION IS ABOUT 13 MILES AIRLINE WEST-NORTHWEST OF OATMAN,
 FS1083'23-1/2 MILES AIRLINE NORTH-NORTHWEST OF TOPOCK, ABOUT 1/2
 FS1083'MILE EAST OF THE COLORADO RIVER, AND JUST EAST OF THE OLD
 FS1083'INDIAN SCHOOL SITE NOW DEMOLISHED EXCEPT FOR THE CONCRETE
 FS1083'SIDEWALKS.
 FS1083'
 FS1083'TO REACH THE STATION FROM THE POST OFFICE IN OATMAN GO
 FS1083'SOUTHWESTERLY ON U.S. HIGHWAY 66 FOR 2.4 MILES TO A GRADED
 FS1083'DIRT ROAD RIGHT AND A REVERSED SIGN (TRIUMPH MINE).  TURN
 FS1083'RIGHT ON BLADED ROAD AND GO 0.6 MILE TO A FORK.  TAKE LEFT
 FS1083'ROAD AND CONTINUE FOR 4.1 MILE TO A CROSS ROAD.  CONTINUE
 FS1083'STRAIGHT AHEAD WESTERLY FOR 0.8 MILE TO A FORK.  KEEP RIGHT
 FS1083'AND GO 7.0 MILES TO A FORK.  TURN RIGHT NORTHERLY FOR 1.0 MILE
 FS1083'TO A FORK JUST AFTER PASSING RANCH HOUSE.  TAKE LEFT ROAD
 FS1083'WESTERLY FOR 0.8 MILE TO AN OLD FENCE AND CONCRETE CATTLE
 FS1083'GUARD.  TURN LEFT SOUTHERLY FOR ABOUT 50 YARDS TO STATION.
 FS1083'
 FS1083'THE STATION IS A STANDARD BRONZE DISK SET IN A 12X12 INCH
 FS1083'CONCRETE BLOCK PROJECTING ABOUT 10 INCHES, 3.3 METERS WEST
 FS1083'OF A TRACK ROAD.  IT IS STAMPED FT MOHAVE 1934.
 FS1083'
 FS1083'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1083'IN A 12X12 INCH CONCRETE BLOCK PROJECTING ABOUT 10 INCHES,
 FS1083'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 FS1083'FT MOHAVE NO 1 1934.
 FS1083'
 FS1083'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1083'IN A 12X12 INCH CONCRETE BLOCK PROJECTING ABOUT 10 INCHES,
 FS1083'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 FS1083'FT MOHAVE NO 2 1934.
 FS1083'
 FS1083'THE AZIMUTH MARK IS A STANDARD BRONZE UNITED STATES GEOLOGICAL
 FS1083'SURVEY BENCH MARK DISK SET IN CONCRETE IN A 3 INCH IRON PIPE
 FS1083'PROJECTING ABOUT 6 INCHES, AND IS WITHIN THE CONCRETE SIDEWALK
 FS1083'AREA OF THE OLD SCHOOL, NEAR A SPUR OF THE SIDEWALK EXTENDING
 FS1083'EASTERLY FROM THE WESTERLY WALK.  IT IS STAMPED 540 Y.
 FS1083'
 FS1083'ASSUMING BULLSHEAD WAS USED AS INITIAL INSTEAD OF DEAD AS
 FS1083'PER OLD DESCRIPTION.
 FS1083
 FS1083                          STATION RECOVERY (1955)
 FS1083
 FS1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1083'RECOVERED - THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 FS1083'IN GOOD CONDITION AS DESCRIBED BY F.A.R. IN 1948.  THE AZIMUTH
 FS1083'MARK LISTED IN THE 1934 DESCRIPTION HAS BEEN DESTROYED AND
 FS1083'THE AZIMUTH MARK LISTED IN THE 1948 RECOVERY NOTE WAS NOT
 FS1083'SEARCHED FOR.
 FS1083'
 FS1083'THE 1948 RECOVERY NOTE IS ADEQUATE AND COMPLETE.
 FS1083
 FS1083                          STATION RECOVERY (1964)
 FS1083
 FS1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1083'THE STATION, REFERENCE MARK 1 AND 2 AND THE USGS BM 540Y, USED
 FS1083'AS THE AZIMUTH MARK, WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FS1083'
 FS1083'NO LOCAL DISPLACEMENT WAS EVIDENT.
 FS1083'
 FS1083'THE DISTANCES AND DIRECTIONS TO ALL MARKS COMPARED FAVORABLY WITH
 FS1083'THE 1948 DATA.
 FS1083'
 FS1083'THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 IN THE 1934 DATA ARE
 FS1083'IN ERROR AS IT IS SHOWN ON THE 1934 LIST OF DIRECTIONS.
 FS1083'
 FS1083'IT HAS BEEN VERIFIED THAT BULLSHEAD 1934 WAS USED AS THE INITIAL
 FS1083'FOR THE DIRECTION TO THE REFERENCE MARKS IN 1934 INSTEAD OF
 FS1083'STATION DEAD 1934 AS INDICATED ON THE LIST.
 FS1083'
 FS1083'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 FS1083'
 FS1083'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF NEEDLES, 13
 FS1083'MILES WEST-NORTHWEST OF OATMAN AND 1/2 MILE EAST OF THE COLORADO
 FS1083'RIVER.
 FS1083'
 FS1083'TO REACH THE STATION FROM THE INTERSECTION OF FRONT AND H STREETS
 FS1083'IN NEEDLES, GO NORTH ON H STREET, CROSSING THE RAILROAD, FOR
 FS1083'0.1 MILE TO A FORK.  TAKE RIGHT FORK AND GO EAST ON A DIRT ROAD
 FS1083'FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST ON A
 FS1083'BLACKTOP ROAD FOLLOWING ALONG THE LEVEE FOR 0.9 MILE TO A
 FS1083'T-ROAD AFTER CROSSING A WOODEN BRIDGE OVER THE COLORADO RIVER.
 FS1083'TURN LEFT AND GO NORTHERLY ALONG THE EAST SIDE OF THE RIVER ON
 FS1083'A BLACKTOP ROAD FOR 1.1 MILES TO A FORK.  TAKE RIGHT FORK AND
 FS1083'GO NORTH ON A BLACKTOP ROAD FOR 9.4 MILES TO A CATTLE GUARD.
 FS1083'CONTINUE NORTH ON THE BLACKTOP ROAD FOR 3.5 MILES TO A
 FS1083'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR
 FS1083'0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT
 FS1083'ROAD FOR 0.4 MILE TO A FORK.  TAKE LEFT FORK AND GO
 FS1083'WESTERLY ON THE DIRT ROAD FOR 0.8 MILE TO A DIM TRACK ROAD
 FS1083'LEFT.  TURN LEFT AND GO SOUTH ON THE DIM TRACK ROAD FOR 0.05
 FS1083'MILE TO THE STATION ON THE RIGHT.
 FS1083'
 FS1083'THE STATION MARK, A STANDARD DISK STAMPED FT. MOHAVE 1934, IS
 FS1083'SET IN THE TOP OF AN 8-INCH CONCRETE MONUMENT WHICH PROJECTS 8
 FS1083'INCHES ABOVE THE GROUND SURFACE.  IT IS 199 FEET SOUTH OF THE
 FS1083'CENTER OF A DIRT ROAD AND 12 FEET WEST OF THE CENTER OF A TRACK
 FS1083'ROAD.
 FS1083'
 FS1083'REFERENCE MARK 1, A STANDARD DISK STAMPED FT. MOHAVE NO 1 1934,
 FS1083'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 FS1083'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 158 FEET SOUTH
 FS1083'OF THE CENTER OF THE DIRT ROAD AND 13 FEET WEST OF THE CENTER OF
 FS1083'THE TRACK ROAD.
 FS1083'
 FS1083'REFERENCE MARK 2, A STANDARD DISK STAMPED FT. MOHAVE NO 2 1934,
 FS1083'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 FS1083'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 204 FEET
 FS1083'SOUTH OF THE CENTER OF THE DIRT ROAD AND 54 FEET WEST OF THE
 FS1083'CENTER OF THE TRACK ROAD.
 FS1083'
 FS1083'AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FS1083'540Y, IS RIVETED TO THE TOP END OF A 3-INCH IRON PIPE SET IN
 FS1083'CONCRETE. WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 FS1083'136 FEET SOUTHEAST OF THE SOUTHEAST PILLAR OF AN OLD
 FS1083'BUILDING FOUNDATION, 45.5 FEET EAST OF THE CENTER OF A
 FS1083'NORTH AND SOUTH SIDEWALK, 3 FEET NORTH OF THE CENTER OF A
 FS1083'EAST AND WEST SIDEWALK AND 1.7 FEET EAST OF A METAL WITNESS
 FS1083'POST.
 FS1083'
 FS1083'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A TRACK
 FS1083'ROAD FOR 0.05 MILE TO A FORK.  TAKE LEFT FORK AND GO WEST ON A
 FS1083'ROAD FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTHWEST
 FS1083'AND WEST ON A DIRT ROAD FOR 0.05 MILE TO A FORK.  TAKE LEFT FORK
 FS1083'AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT
 FS1083'FORK AND GO WEST ON A DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH
 FS1083'MARK ON THE RIGHT.
 FS1083'
 FS1083'OBSERVATION MADE FROM A 20 FOOT STAND.
 FS1083
 FS1083                          STATION RECOVERY (1968)
 FS1083
 FS1083'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1083'GENERAL LOCATION THE STATION, REFERENCE MARKS AND AZIMUTH
 FS1083'MARK WERE ALL RECOVERED IN GOOD CONDITION.  THE DESCRIPTION TO
 FS1083'REACH FROM NEEDLES WAS USED AND IS ADEQUATE.
 FS1083
 FS1083                          STATION RECOVERY (1972)
 FS1083
 FS1083'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FS1083'GENERAL LOCATION ORIG. DESCRIPTION GOOD.
 FS1083'
 FS1083'TO REACH ORIG. DESCRIPTION GOOD.
 FS1083'
 FS1083'STATION MARK ORIG. DESCRIPTION GOOD.
 FS1083'
 FS1083'REFERENCE MARKS R.M. 1 AND R.M. 2 FOUND IN PLACE.
 FS1083'
 FS1083'AZIMUTH MARK NO SEARCH MADE.
 FS1083
 FS1083                          STATION RECOVERY (1973)
 FS1083
 FS1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FS1083'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FS1083'WERE RECOVERED IN GOOD CONDITION.  THE 1964 ROUTE TO THE STATION
 FS1083'WAS NOT CHECKED OUT AND A NEW ROUTE TO THE STATION FOLLOWS.
 FS1083'
 FS1083'TO REACH THE STATION FROM THE POST OFFICE IN BULLHEAD CITY, GO
 FS1083'SOUTH ALONG ARIZONA HIGHWAY 95 FOR 4.3 MILES TO MOHAVE HIGH SCHOOL
 FS1083'ON THE RIGHT CONTINUE SOUTH ALONG 95 FOR 4.5 MILES TO A SIDE
 FS1083'ROAD RIGHT AT POINT WHERE THE HIGHWAY LEAVES THE VALLEY.  TURN
 FS1083'RIGHT AND GO SOUTHWEST ALONG THE ROAD FOR 0.8 MILE TO A PUMPING
 FS1083'STATION ON THE LEFT.  CONTINUE SOUTHWEST ON THE MAIN ROAD
 FS1083'FOR 0.3 MILE TO 2 LEFT FORKS, CONTINUE AHEAD FOR 0.3 MILE TO
 FS1083'THE STATION ON THE LEFT ABOUT 60 YARDS SOUTH OF THE ROAD.
 FS1083'
 FS1083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 FS1083'SOUTHWEST OF BULLHEAD CITY
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0902 ***********************************************************************
 ES0902  DESIGNATION -  FULTON
 ES0902  PID         -  ES0902
 ES0902  STATE/COUNTY-  AZ/COCONINO
 ES0902  USGS QUAD   -  WOODS CANYON (1990)
 ES0902
 ES0902                         *CURRENT SURVEY CONTROL
 ES0902  ___________________________________________________________________
 ES0902* NAD 83(1992)-  34 17 44.09307(N)    110 53 44.70453(W)     ADJUSTED  
 ES0902* NAVD 88     -      2289.9    (meters)    7513.     (feet)  VERTCON   
 ES0902  ___________________________________________________________________
 ES0902  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 ES0902  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0902  HORZ ORDER  -  SECOND
 ES0902
 ES0902.The horizontal coordinates were established by classical geodetic methods
 ES0902.and adjusted by the National Geodetic Survey in August 1993.
 ES0902
 ES0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0902
 ES0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0902
 ES0902.The geoid height was determined by GEOID03.
 ES0902
 ES0902;                    North         East     Units Scale Factor Converg.
 ES0902;SPC AZ C     -   365,909.772   307,341.546   MT  1.00000884   +0 34 31.0
 ES0902;SPC AZ C     - 1,200,491.38  1,008,338.41   iFT  1.00000884   +0 34 31.0
 ES0902;SPC AZ E     -   365,678.576   146,243.917   MT  0.99995551   -0 24 39.0
 ES0902;SPC AZ E     - 1,199,732.86    479,802.88   iFT  0.99995551   -0 24 39.0
 ES0902;UTM  12      - 3,794,935.166   509,593.674   MT  0.99960113   +0 03 31.5
 ES0902
 ES0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0902!SPC AZ C     -   0.99964446  x   1.00000884  =   0.99965329
 ES0902!SPC AZ E     -   0.99964446  x   0.99995551  =   0.99959998
 ES0902!UTM  12      -   0.99964446  x   0.99960113  =   0.99924573
 ES0902
 ES0902|---------------------------------------------------------------------|
 ES0902| PID    Reference Object                     Distance      Geod. Az  |
 ES0902|                                                           dddmmss.s |
 ES0902| DZ1389 FULTON RM 1                          13.596 METERS 00607     |
 ES0902| DZ1390 FULTON RM 2                          14.477 METERS 10222     |
 ES0902| ES0953 WOOD                                APPROX. 0.9 KM 3243735.0 |
 ES0902|---------------------------------------------------------------------|
 ES0902
 ES0902                          SUPERSEDED SURVEY CONTROL
 ES0902
 ES0902  NAD 83(1986)-  34 17 44.08795(N)    110 53 44.70869(W) AD(       ) 2
 ES0902  NGVD 29 (08/03/87) 2288.9    (m)         7509.     (f) VERT ANG    3  
 ES0902
 ES0902.Superseded values are not recommended for survey control.
 ES0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0902.See file dsdata.txt to determine how the superseded data were derived.
 ES0902
 ES0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0959494935(NAD 83)
 ES0902_MARKER: DS = TRIANGULATION STATION DISK
 ES0902_SETTING: 66 = SET IN ROCK OUTCROP
 ES0902_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0902+STABILITY: POSITION/ELEVATION WELL
 ES0902
 ES0902  HISTORY     - Date     Condition        Report By
 ES0902  HISTORY     - 1984     MONUMENTED       AZDT
 ES0902  HISTORY     - 20050903 GOOD             USPSQD
 ES0902
 ES0902                          STATION DESCRIPTION
 ES0902
 ES0902'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0902'THE STATION IS LOCATED 25 MILES NORTHEAST OF PAYSON, 19-1/2 MILES
 ES0902'SOUTHWEST OF HEBER ALONG THE WEST EDGE OF AL FULTON POINT ON THE RIM.
 ES0902'
 ES0902'THE STATION MARK IS AN AZDT DISK STAMPED---FULTON 1984---.  IT IS SET
 ES0902'IN A DRILL HOLE IN BEDROCK.
 ES0902'
 ES0902'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---FULTON RM 1 1984---.  IT IS
 ES0902'SET IN A DRILL HOLE IN BEDROCK.
 ES0902'
 ES0902'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---FULTON RM 2 1984---.  IT IS
 ES0902'SET IN A DRILL HOLE IN BEDROCK.
 ES0902'
 ES0902'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0902'MAIN STREET FOR 0.6 MILE TO STATE ROUTES 87.  TURN LEFT ALONG SR 87
 ES0902'FOR 0.7 MILE TO THE JUNCTION WITH STATE ROUTE 260.  TURN RIGHT AND
 ES0902'TRAVEL EAST ALONG SR 260 FOR 30.1 MILES TO THE TOP OF MOGOLLON RIM AND
 ES0902'A DIRT ROAD RIGHT.  TURN RIGHT ON OLD RIM ROAD FOR 0.5 MILE TO A CURVE
 ES0902'LEFT AND A TRACK ROAD RIGHT.  TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE
 ES0902'TO END OF TRUCK TRAVEL.  PACK WEST 100 FEET TO POINT OF RIM AND
 ES0902'STATION.
 ES0902
 ES0902                          STATION RECOVERY (2005)
 ES0902
 ES0902'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0902'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0827 ***********************************************************************
 DV0827  DESIGNATION -  G 10
 DV0827  PID         -  DV0827
 DV0827  STATE/COUNTY-  AZ/MARICOPA
 DV0827  USGS QUAD   -  GILLESPIE (1984)
 DV0827
 DV0827                         *CURRENT SURVEY CONTROL
 DV0827  ___________________________________________________________________
 DV0827* NAD 83(1986)-  33 17 11.     (N)    112 56 13.     (W)     SCALED    
 DV0827* NAVD 88     -       292.66   (+/-2cm)     960.2    (feet)  VERTCON   
 DV0827  ___________________________________________________________________
 DV0827  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV0827  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0827
 DV0827.The horizontal coordinates were scaled from a topographic map and have
 DV0827.an estimated accuracy of +/- 6 seconds.
 DV0827
 DV0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0827.The vertical order pertains to the NGVD 29 superseded value.
 DV0827
 DV0827.The geoid height was determined by GEOID03.
 DV0827
 DV0827;                    North         East    Units  Estimated Accuracy
 DV0827;SPC AZ C     -   253,980.      118,330.      MT  (+/- 180 meters Scaled)
 DV0827
 DV0827                          SUPERSEDED SURVEY CONTROL
 DV0827
 DV0827  NGVD 29 (??/??/92)  292.037  (m)          958.12   (f) ADJ UNCH    1 2
 DV0827
 DV0827.Superseded values are not recommended for survey control.
 DV0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0827.See file dsdata.txt to determine how the superseded data were derived.
 DV0827
 DV0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB196847(NAD 83)
 DV0827_MARKER: DB = BENCH MARK DISK
 DV0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0827_SP_SET: MONUMENT
 DV0827_STAMPING: 958.125 G 10 1927
 DV0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0827
 DV0827  HISTORY     - Date     Condition        Report By
 DV0827  HISTORY     - 1927     MONUMENTED       CGS
 DV0827
 DV0827                          STATION DESCRIPTION
 DV0827
 DV0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV0827'13.5 MI W FROM HASSAYAMPA.
 DV0827'13.5 MILES WEST OF HASSAYAMPA RR. SWITCH.  BRONZE DISC SET IN STANDARD
 DV0827'CONCRETE MONUMENT 90 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS, AT
 DV0827'THE SOUTHWEST CORNER OF HIGHWAY CROSSING 854 A-854 B, AND 10 FEET
 DV0827'NORTH OF FENCE CORNER.  2 TELEPHONE POLES EAST OF MILEPOST 854. 350
 DV0827'FEET EAST OF BRIDGE NO. 853 B.  1.9 MILES WEST OF CRAG. MARK IS 1 FOOT
 DV0827'ABOVE THE GROUND LEVEL, AND LEVEL WITH TRACK.  MARK IS ON THE S.P. RR.
 DV0827'WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0331 ***********************************************************************
 DU0331  DESIGNATION -  G 101
 DU0331  PID         -  DU0331
 DU0331  STATE/COUNTY-  AZ/GILA
 DU0331  USGS QUAD   -  CHROME BUTTE (1966)
 DU0331
 DU0331                         *CURRENT SURVEY CONTROL
 DU0331  ___________________________________________________________________
 DU0331* NAD 83(1986)-  33 31 54.     (N)    110 42 20.     (W)     SCALED    
 DU0331* NAVD 88     -      1526.216  (meters)    5007.26   (feet)  ADJUSTED  
 DU0331  ___________________________________________________________________
 DU0331  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DU0331  DYNAMIC HT  -        1524.052 (meters)    5000.16  (feet)  COMP
 DU0331  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 DU0331
 DU0331  VERT ORDER  -  SECOND    CLASS 0
 DU0331
 DU0331.The horizontal coordinates were scaled from a topographic map and have
 DU0331.an estimated accuracy of +/- 6 seconds.
 DU0331
 DU0331.The orthometric height was determined by differential leveling
 DU0331.and adjusted in June 1991.
 DU0331
 DU0331.The geoid height was determined by GEOID03.
 DU0331
 DU0331.The dynamic height is computed by dividing the NAVD 88
 DU0331.geopotential number by the normal gravity value computed on the
 DU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0331.degrees latitude (g = 980.6199 gals.).
 DU0331
 DU0331.The modeled gravity was interpolated from observed gravity values.
 DU0331
 DU0331;                    North         East    Units  Estimated Accuracy
 DU0331;SPC AZ E     -   280,840.      163,310.      MT  (+/- 180 meters Scaled)
 DU0331
 DU0331                          SUPERSEDED SURVEY CONTROL
 DU0331
 DU0331  NGVD 29 (??/??/92) 1525.513  (m)         5004.95   (f) ADJ UNCH    2 0
 DU0331
 DU0331.Superseded values are not recommended for survey control.
 DU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0331.See file dsdata.txt to determine how the superseded data were derived.
 DU0331
 DU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC273102(NAD 83)
 DU0331_MARKER: DD = SURVEY DISK
 DU0331_SETTING: 80 = SET IN A BOULDER
 DU0331_SP_SET: BOULDER
 DU0331_STAMPING: G 101 1935
 DU0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0331+STABILITY: SURFACE MOTION
 DU0331
 DU0331  HISTORY     - Date     Condition        Report By
 DU0331  HISTORY     - 1935     MONUMENTED       USFS
 DU0331  HISTORY     - 1966     GOOD             USGS
 DU0331
 DU0331                          STATION DESCRIPTION
 DU0331
 DU0331'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0331'12.8 MI NE FROM GLOBE.
 DU0331'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O. IN GLOBE,
 DU0331'GILA COUNTY, 2.6 MILES NORTHWEST ALONG OLD HWY. 60, AT A LARGE CUT,
 DU0331'ABOUT 50 YARDS NORTHEAST OF THE CENTER OF THE CROSSING OF AN OLD ROAD,
 DU0331'ABOUT 140 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTH OF
 DU0331'THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A BROWN SANDSTONE
 DU0331'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0532 ***********************************************************************
 ET0532  DESIGNATION -  G 102
 ET0532  PID         -  ET0532
 ET0532  STATE/COUNTY-  AZ/YAVAPAI
 ET0532  USGS QUAD   -  SKULL VALLEY (1979)
 ET0532
 ET0532                         *CURRENT SURVEY CONTROL
 ET0532  ___________________________________________________________________
 ET0532* NAD 83(1986)-  34 33 53.     (N)    112 40 00.     (W)     SCALED    
 ET0532* NAVD 88     -      1470.304  (meters)    4823.82   (feet)  POSTED    
 ET0532  ___________________________________________________________________
 ET0532  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 ET0532  DYNAMIC HT  -        1468.340 (meters)    4817.38  (feet)  COMP
 ET0532  MODELED GRAV-     979,245.8   (mgal)                       NAVD 88
 ET0532
 ET0532  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0532
 ET0532.The horizontal coordinates were scaled from a topographic map and have
 ET0532.an estimated accuracy of +/- 6 seconds.
 ET0532
 ET0532.The orthometric height was determined by differential leveling
 ET0532.and adjusted in November 2005.
 ET0532.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0532.was located on a no-check spur therefore a value was not computed.
 ET0532.No vertical observational check was made to the station.
 ET0532
 ET0532.The geoid height was determined by GEOID03.
 ET0532
 ET0532.The dynamic height is computed by dividing the NAVD 88
 ET0532.geopotential number by the normal gravity value computed on the
 ET0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0532.degrees latitude (g = 980.6199 gals.).
 ET0532
 ET0532.The modeled gravity was interpolated from observed gravity values.
 ET0532
 ET0532;                    North         East    Units  Estimated Accuracy
 ET0532;SPC AZ C     -   395,550.      144,540.      MT  (+/- 180 meters Scaled)
 ET0532
 ET0532                          SUPERSEDED SURVEY CONTROL
 ET0532
 ET0532  NGVD 29 (??/??/92) 1469.473  (m)         4821.10   (f) ADJ UNCH    2 0
 ET0532
 ET0532.Superseded values are not recommended for survey control.
 ET0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0532.See file dsdata.txt to determine how the superseded data were derived.
 ET0532
 ET0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD471260(NAD 83)
 ET0532_MARKER: DD = SURVEY DISK
 ET0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0532_STAMPING: G 102 1935
 ET0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0532+STABILITY: SURFACE MOTION
 ET0532
 ET0532  HISTORY     - Date     Condition        Report By
 ET0532  HISTORY     - UNK      MONUMENTED       USFS
 ET0532  HISTORY     - 1952     GOOD             NGS
 ET0532  HISTORY     - 1974     GOOD             USGS
 ET0532
 ET0532                          STATION DESCRIPTION
 ET0532
 ET0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0532'4.6 MI N FROM SKULL VALLEY.
 ET0532'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0532'POST OFFICE AT SKULL VALLEY, IN THE WEST CORNER OF THE LARGE TRIGANGLE
 ET0532'FORMED BY A GRADED COUNTY ROAD LEADING NORTHWEST ABOUT 68 YARDS
 ET0532'NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LEG OF THE TRIANGLE, 152
 ET0532'FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 49 FEET SOUTH OF THE
 ET0532'CENTER LINE OF THE NORTH ROAD OF THE TRIANGLE, 32 FEET EAST OF THE
 ET0532'CENTER LINE OF THE MAIN ROAD, 1.8 FEET NORTH OF A WITNESS POST, 5 FEET
 ET0532'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0532'0.3 FOOT ABOVE THE GROUND.
 ET0532
 ET0532                          STATION RECOVERY (1974)
 ET0532
 ET0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0532'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. NORTH ALONG THE PAVED RD.
 ET0532'TOWARD PRESCOTT, GO LEFT (ON GRADED RD.) ABOUT 0.1 MILES TO JUNCTION
 ET0532'OF 3 RDS. TWO ARE ABANDOND, 90 FT. EAST OF JUNCTION, 35 FT. NE CENTER
 ET0532'LINE OF GRADED RD. AND ABOUT 15 FT. HIGHER, SET IN THE TOP OF A
 ET0532'CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0482 ***********************************************************************
 ET0482  DESIGNATION -  G 103
 ET0482  PID         -  ET0482
 ET0482  STATE/COUNTY-  AZ/YAVAPAI
 ET0482  USGS QUAD   -  INDIAN PEAK (1986)
 ET0482
 ET0482                         *CURRENT SURVEY CONTROL
 ET0482  ___________________________________________________________________
 ET0482* NAD 83(1986)-  34 52 55.     (N)    112 49 44.     (W)     SCALED    
 ET0482* NAVD 88     -      1639.969  (meters)    5380.47   (feet)  POSTED    
 ET0482  ___________________________________________________________________
 ET0482  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 ET0482  DYNAMIC HT  -        1637.770 (meters)    5373.25  (feet)  COMP
 ET0482  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 ET0482
 ET0482  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0482
 ET0482.The horizontal coordinates were scaled from a topographic map and have
 ET0482.an estimated accuracy of +/- 6 seconds.
 ET0482
 ET0482.The orthometric height was determined by differential leveling
 ET0482.and adjusted in November 2005.
 ET0482.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0482.was located on a no-check spur therefore a value was not computed.
 ET0482.No vertical observational check was made to the station.
 ET0482
 ET0482.The geoid height was determined by GEOID03.
 ET0482
 ET0482.The dynamic height is computed by dividing the NAVD 88
 ET0482.geopotential number by the normal gravity value computed on the
 ET0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0482.degrees latitude (g = 980.6199 gals.).
 ET0482
 ET0482.The modeled gravity was interpolated from observed gravity values.
 ET0482
 ET0482;                    North         East    Units  Estimated Accuracy
 ET0482;SPC AZ C     -   430,860.      129,970.      MT  (+/- 180 meters Scaled)
 ET0482
 ET0482                          SUPERSEDED SURVEY CONTROL
 ET0482
 ET0482  NGVD 29 (??/??/92) 1639.044  (m)         5377.43   (f) ADJ UNCH    2 0
 ET0482
 ET0482.Superseded values are not recommended for survey control.
 ET0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0482.See file dsdata.txt to determine how the superseded data were derived.
 ET0482
 ET0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD328614(NAD 83)
 ET0482_MARKER: DD = SURVEY DISK
 ET0482_SETTING: 66 = SET IN ROCK OUTCROP
 ET0482_SP_SET: MALAPAIS
 ET0482_STAMPING: G 103 1935
 ET0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0482+STABILITY: POSITION/ELEVATION WELL
 ET0482
 ET0482  HISTORY     - Date     Condition        Report By
 ET0482  HISTORY     - 1935     MONUMENTED       USFS
 ET0482  HISTORY     - 1935     GOOD             NGS
 ET0482
 ET0482                          STATION DESCRIPTION
 ET0482
 ET0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0482'3.5 MI SE FROM WALNUT CREEK R S.
 ET0482'3.5 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY 99 FT. S.
 ET0482'CENTER LINE OF ROAD IN ROCK 3 FT. X 1 FT. X 8 IN. HIGH. NOTE-- DISC
 ET0482'SLANTS. 4 DEG WITH HORIZONTAL AND HIGHEST POINT WAS USED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0487 ***********************************************************************
 DU0487  DESIGNATION -  G 107
 DU0487  PID         -  DU0487
 DU0487  STATE/COUNTY-  AZ/PINAL
 DU0487  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU0487
 DU0487                         *CURRENT SURVEY CONTROL
 DU0487  ___________________________________________________________________
 DU0487* NAD 83(1986)-  33 18 13.     (N)    111 24 06.     (W)     SCALED    
 DU0487* NAVD 88     -       560.62   (+/-2cm)    1839.3    (feet)  VERTCON   
 DU0487  ___________________________________________________________________
 DU0487  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0487
 DU0487.The horizontal coordinates were scaled from a topographic map and have
 DU0487.an estimated accuracy of +/- 6 seconds.
 DU0487
 DU0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0487.The vertical order pertains to the NGVD 29 superseded value.
 DU0487
 DU0487.The geoid height was determined by GEOID03.
 DU0487
 DU0487;                    North         East    Units  Estimated Accuracy
 DU0487;SPC AZ C     -   255,540.      261,320.      MT  (+/- 180 meters Scaled)
 DU0487
 DU0487                          SUPERSEDED SURVEY CONTROL
 DU0487
 DU0487  NGVD 29 (??/??/92)  560.086  (m)         1837.55   (f) ADJ UNCH    2 0
 DU0487
 DU0487.Superseded values are not recommended for survey control.
 DU0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0487.See file dsdata.txt to determine how the superseded data were derived.
 DU0487
 DU0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB626850(NAD 83)
 DU0487_MARKER: DB = BENCH MARK DISK
 DU0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0487_STAMPING: G 107 1935
 DU0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0487+STABILITY: SURFACE MOTION
 DU0487
 DU0487  HISTORY     - Date     Condition        Report By
 DU0487  HISTORY     - 1935     MONUMENTED       CGS
 DU0487  HISTORY     - 20070505 MARK NOT FOUND   GEOCAC
 DU0487
 DU0487                          STATION DESCRIPTION
 DU0487
 DU0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0487'7.2 MI NW FROM FLORENCE JUNCTION.
 DU0487'7.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.4
 DU0487'MILE EAST OF THE POINT WHERE A LINE OF TELEGRAPH POLES CROSSES THE
 DU0487'HIGHWAY, 225 FEET WEST OF A CONCRETE CULVERT UNDER THE HIGHWAY, ON THE
 DU0487'TOP OF A SMALL KNOLL, AND 56 FEET SOUTH OF THE CENTERLINE OF THE
 DU0487'HIGHWAY.  A STANDARD DISK, STAMPED G 107 1935 AND SET IN THE TOP OF A
 DU0487'CONCRETE POST.
 DU0487
 DU0487                          STATION RECOVERY (2007)
 DU0487
 DU0487'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0487'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0487'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0387 ***********************************************************************
 DA0387  DESIGNATION -  G 109
 DA0387  PID         -  DA0387
 DA0387  STATE/COUNTY-  AZ/PIMA
 DA0387  USGS QUAD   -  BATES WELL (1990)
 DA0387
 DA0387                         *CURRENT SURVEY CONTROL
 DA0387  ___________________________________________________________________
 DA0387* NAD 83(1986)-  32 12 08.     (N)    112 54 16.     (W)     SCALED    
 DA0387* NAVD 88     -       453.46   (+/-2cm)    1487.7    (feet)  VERTCON   
 DA0387  ___________________________________________________________________
 DA0387  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DA0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0387
 DA0387.The horizontal coordinates were scaled from a topographic map and have
 DA0387.an estimated accuracy of +/- 6 seconds.
 DA0387
 DA0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0387.The vertical order pertains to the NGVD 29 superseded value.
 DA0387
 DA0387.The geoid height was determined by GEOID03.
 DA0387
 DA0387;                    North         East    Units  Estimated Accuracy
 DA0387;SPC AZ C     -   133,720.      120,240.      MT  (+/- 180 meters Scaled)
 DA0387
 DA0387                          SUPERSEDED SURVEY CONTROL
 DA0387
 DA0387  NGVD 29 (??/??/92)  452.771  (m)         1485.47   (f) ADJ UNCH    2 0
 DA0387
 DA0387.Superseded values are not recommended for survey control.
 DA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0387.See file dsdata.txt to determine how the superseded data were derived.
 DA0387
 DA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA204644(NAD 83)
 DA0387_MARKER: DB = BENCH MARK DISK
 DA0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0387_STAMPING: G 109 1935
 DA0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0387+STABILITY: SURFACE MOTION
 DA0387
 DA0387  HISTORY     - Date     Condition        Report By
 DA0387  HISTORY     - 1935     MONUMENTED       CGS
 DA0387  HISTORY     - 1952     GOOD             NGS
 DA0387
 DA0387                          STATION DESCRIPTION
 DA0387
 DA0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0387'14.8 MI S FROM AJO.
 DA0387'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0387'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILE EAST ALONG
 DA0387'HIGHWAY 86 TO THE JUNCTION OF A ROAD LEADING SOUTH TO DARBY WELL,
 DA0387'THENCE 12.75 MILES SOUTHWEST AND SOUTH ALONG DARBY WELL AND BATES WELL
 DA0387'ROAD, 0.15 MILE NORTH OF THE CATTLE GUARD FOR THE ORGAN PIPE CACTUS
 DA0387'NATIONAL MONUMENT, 305 FEET EAST OF THE CENTER LINE OF THE NEW ROAD,
 DA0387'30 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 1.5 FEET
 DA0387'NORTH OF THE WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN THE NEW
 DA0387'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DA0387'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0722 ***********************************************************************
 ET0722  DESIGNATION -  G 11
 ET0722  PID         -  ET0722
 ET0722  STATE/COUNTY-  AZ/MOHAVE
 ET0722  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0722
 ET0722                         *CURRENT SURVEY CONTROL
 ET0722  ___________________________________________________________________
 ET0722* NAD 83(1992)-  34 44 51.73981(N)    113 56 55.22292(W)     ADJUSTED  
 ET0722* NAVD 88     -       931.81   (+/-2cm)    3057.1    (feet)  VERTCON   
 ET0722  ___________________________________________________________________
 ET0722  LAPLACE CORR-           8.61  (seconds)                    DEFLEC99
 ET0722  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 ET0722  HORZ ORDER  -  SECOND
 ET0722  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0722
 ET0722.The horizontal coordinates were established by classical geodetic methods
 ET0722.and adjusted by the National Geodetic Survey in August 1993.
 ET0722
 ET0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0722.The vertical order pertains to the NGVD 29 superseded value.
 ET0722
 ET0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0722
 ET0722.The geoid height was determined by GEOID03.
 ET0722
 ET0722;                    North         East     Units Scale Factor Converg.
 ET0722;SPC AZ W     -   415,619.731   195,169.211   MT  0.99993741   -0 06 47.7
 ET0722;SPC AZ W     - 1,363,581.79    640,318.93   iFT  0.99993741   -0 06 47.7
 ET0722;UTM  12      - 3,849,026.198   230,063.366   MT  1.00049819   -1 40 54.0
 ET0722;UTM  11      - 3,849,307.000   779,337.183   MT  1.00056185   +1 44 25.0
 ET0722
 ET0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0722!SPC AZ W     -   0.99985836  x   0.99993741  =   0.99979578
 ET0722!UTM  12      -   0.99985836  x   1.00049819  =   1.00035648
 ET0722!UTM  11      -   0.99985836  x   1.00056185  =   1.00042013
 ET0722
 ET0722:                Primary Azimuth Mark                     Grid Az
 ET0722:SPC AZ W     -  G 11 AZ MK                               158 56 13.3
 ET0722:UTM  12      -  G 11 AZ MK                               160 30 19.6
 ET0722:UTM  11      -  G 11 AZ MK                               157 05 00.6
 ET0722
 ET0722|---------------------------------------------------------------------|
 ET0722| PID    Reference Object                     Distance      Geod. Az  |
 ET0722|                                                           dddmmss.s |
 ET0722| CH2703 G 11 AZ MK                                         1584925.6 |
 ET0722| CH2704 G 11 RM 1                             6.876 METERS 18939     |
 ET0722| CH2705 G 11 RM 2                             7.004 METERS 28502     |
 ET0722| EU0913 YUCCA AIRPORT WATER TANK            APPROX.22.3 KM 3112618.5 |
 ET0722|---------------------------------------------------------------------|
 ET0722
 ET0722                          SUPERSEDED SURVEY CONTROL
 ET0722
 ET0722  NAD 83(1986)-  34 44 51.74043(N)    113 56 55.23165(W) AD(       ) 2
 ET0722  NAD 27      -  34 44 51.71000(N)    113 56 52.43000(W) AD(       ) 2
 ET0722  NGVD 29 (??/??/92)  931.020  (m)         3054.52   (f) ADJ UNCH    1 2
 ET0722
 ET0722.Superseded values are not recommended for survey control.
 ET0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0722.See file dsdata.txt to determine how the superseded data were derived.
 ET0722
 ET0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3006349026(NAD 83)
 ET0722_MARKER: DB = BENCH MARK DISK
 ET0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0722_STAMPING: 3054.521 G 11 1927
 ET0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0722+STABILITY: SURFACE MOTION
 ET0722
 ET0722  HISTORY     - Date     Condition        Report By
 ET0722  HISTORY     - 1945     MONUMENTED       CGS
 ET0722  HISTORY     - 1945     GOOD             NGS
 ET0722  HISTORY     - 1955     GOOD             CGS
 ET0722
 ET0722                          STATION DESCRIPTION
 ET0722
 ET0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 ET0722'STATION IS LOCATED ABOUT 21 MILES W OF WIKIEUP, ABOUT 14 MILES
 ET0722'SE OF YUCCA, ABOUT 5 MILES W OF THE NEAL RANCH, ON THE S SIDE
 ET0722'OF ROAD IN THE DESERT FLATS.
 ET0722'
 ET0722'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 ET0722'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 ET0722'STAMPED 3054.521 G 11 1927.  IT IS 21 FEET S OF THE CENTER LINE
 ET0722'OF GRADED ROAD AND 6.2 FEET S OF A 4- BY 4-INCH WHITE POST.
 ET0722'
 ET0722'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0722'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0722'BM G 11 NO 1 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET0722'STATION MARK.
 ET0722'
 ET0722'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0722'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 ET0722'STAMPED BM G 11 NO 2 1945.  IT IS AT ABOUT THE SAME ELEVATION
 ET0722'AS THE STATION MARK.
 ET0722'
 ET0722'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 ET0722'A LARGE BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND
 ET0722'IS STAMPED BM G 11 1945.  IT IS LOCATED AT THE BASE OF THE
 ET0722'SMALL HILL WHICH LIES E OF THE HIGHER HILL S OF THE STATION
 ET0722'AND IS ABOUT 15 FEET NNW OF A 4- BY 4-INCH WHITE WITNESS POST.
 ET0722'
 ET0722'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON THE
 ET0722'GRADED GRAVEL SIGNAL ROAD FOR 2.6 MILES, KEEP RIGHT FORK AND
 ET0722'CONTINUE 9.6 MILES TO A ROAD LEFT.  TURN LEFT OFF THE SIGNAL
 ET0722'ROAD AND GO 2.8 MILES TO THE STATION ON THE RIGHT.
 ET0722
 ET0722                          STATION RECOVERY (1945)
 ET0722
 ET0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 ET0722'14.8 MI SE FROM YUCCA.
 ET0722'14.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0722'POST OFFICE AT YUCCA, MOHAVE COUNTY, 5 MILES WEST OF THE NEAL RANCH,
 ET0722'3/4 MILE SOUTHEAST OF THE CROSSING OF A WIDE WASH, 37 FEET SOUTHEAST
 ET0722'OF A CEDAR BUSH AT THE SOUTH EDGE OF THE ROAD, 17.5 FEET NORTHEAST OF
 ET0722'ANOTHER CEDAR BUSH SOUTH OF THE ROAD, 21 FEET SOUTH OF THE CENTERLINE
 ET0722'OF THE ROAD, AND 6.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 ET0722'STANDARD DISK, STAMPED 3054.521 G 11 1927 AND SET IN THE TOP OF A
 ET0722'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ET0722
 ET0722                          STATION RECOVERY (1955)
 ET0722
 ET0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET0722'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET0722'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ET0722'
 ET0722'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 ET0722'
 ET0722'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0430 ***********************************************************************
 DA0430  DESIGNATION -  G 110
 DA0430  PID         -  DA0430
 DA0430  STATE/COUNTY-  AZ/PIMA
 DA0430  USGS QUAD   -  ARMENTA WELL (1990)
 DA0430
 DA0430                         *CURRENT SURVEY CONTROL
 DA0430  ___________________________________________________________________
 DA0430* NAD 83(1986)-  32 08 35.     (N)    112 52 30.     (W)     SCALED    
 DA0430* NAVD 88     -       456.84   (+/-2cm)    1498.8    (feet)  VERTCON   
 DA0430  ___________________________________________________________________
 DA0430  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DA0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0430
 DA0430.The horizontal coordinates were scaled from a topographic map and have
 DA0430.an estimated accuracy of +/- 6 seconds.
 DA0430
 DA0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0430.The vertical order pertains to the NGVD 29 superseded value.
 DA0430
 DA0430.The geoid height was determined by GEOID03.
 DA0430
 DA0430;                    North         East    Units  Estimated Accuracy
 DA0430;SPC AZ C     -   127,130.      122,950.      MT  (+/- 180 meters Scaled)
 DA0430
 DA0430                          SUPERSEDED SURVEY CONTROL
 DA0430
 DA0430  NGVD 29 (??/??/92)  456.14   (m)         1496.5    (f) COMPUTED    2 0
 DA0430
 DA0430.Superseded values are not recommended for survey control.
 DA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0430.See file dsdata.txt to determine how the superseded data were derived.
 DA0430
 DA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA231578(NAD 83)
 DA0430_MARKER: DB = BENCH MARK DISK
 DA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0430_STAMPING: G 110 1935
 DA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0430+STABILITY: SURFACE MOTION
 DA0430
 DA0430  HISTORY     - Date     Condition        Report By
 DA0430  HISTORY     - 1935     MONUMENTED       CGS
 DA0430  HISTORY     - 1952     GOOD             NGS
 DA0430
 DA0430                          STATION DESCRIPTION
 DA0430
 DA0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0430'27.7 MI S FROM AJO.
 DA0430'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0430'FROM THE STATION AT AJO, THENCE 10.8 MILES SOUTHEAST ALONG HIGHWAY 86
 DA0430'TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG AJO-SONOYTA HIGHWAY TO
 DA0430'AN INTERSECTION, THENCE 6.75 MILES WEST ALONG A TRACK ROAD TO AN
 DA0430'INTERSECTION, THENCE 0.85 MILE SOUTH ALONG A DIM TRACK ROAD LEADING TO
 DA0430'QUITOVOQUITO, 0.85 MILE SOUTH OF RM R 21 (USGS) AT A ROAD
 DA0430'INTERSECTION, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 DA0430'SOUTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 DA0430'SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0139 ***********************************************************************
 GQ0139  DESIGNATION -  G 111
 GQ0139  PID         -  GQ0139
 GQ0139  STATE/COUNTY-  AZ/MOHAVE
 GQ0139  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0139
 GQ0139                         *CURRENT SURVEY CONTROL
 GQ0139  ___________________________________________________________________
 GQ0139* NAD 83(1986)-  36 50 12.     (N)    113 59 16.     (W)     SCALED    
 GQ0139* NAVD 88     -       527.143  (meters)    1729.47   (feet)  POSTED    
 GQ0139  ___________________________________________________________________
 GQ0139  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 GQ0139  DYNAMIC HT  -         526.610 (meters)    1727.72  (feet)  COMP
 GQ0139  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 GQ0139
 GQ0139  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GQ0139
 GQ0139.The horizontal coordinates were scaled from a topographic map and have
 GQ0139.an estimated accuracy of +/- 6 seconds.
 GQ0139
 GQ0139.The orthometric height was determined by differential leveling
 GQ0139.and adjusted by the  in 1992.
 GQ0139.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GQ0139.rate of 2.1 thru 3.0 mm/km.
 GQ0139
 GQ0139.The geoid height was determined by GEOID03.
 GQ0139
 GQ0139.The dynamic height is computed by dividing the NAVD 88
 GQ0139.geopotential number by the normal gravity value computed on the
 GQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0139.degrees latitude (g = 980.6199 gals.).
 GQ0139
 GQ0139.The modeled gravity was interpolated from observed gravity values.
 GQ0139
 GQ0139;                    North         East    Units  Estimated Accuracy
 GQ0139;SPC AZ W     -   647,390.      192,150.      MT  (+/- 180 meters Scaled)
 GQ0139
 GQ0139                          SUPERSEDED SURVEY CONTROL
 GQ0139
 GQ0139  NGVD 29 (??/??/92)  526.420  (m)         1727.10   (f) ADJ UNCH    1 1
 GQ0139
 GQ0139.Superseded values are not recommended for survey control.
 GQ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0139.See file dsdata.txt to determine how the superseded data were derived.
 GQ0139
 GQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF335809(NAD 83)
 GQ0139_MARKER: DB = BENCH MARK DISK
 GQ0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0139_SP_SET: CULVERT
 GQ0139_STAMPING: G 111 1935
 GQ0139_MARK LOGO: CGS   
 GQ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0139
 GQ0139  HISTORY     - Date     Condition        Report By
 GQ0139  HISTORY     - 1935     MONUMENTED       CGS
 GQ0139  HISTORY     - 1960     GOOD             NGS
 GQ0139  HISTORY     - 1979     GOOD             USGS
 GQ0139  HISTORY     - 1982     GOOD             NGS
 GQ0139
 GQ0139                          STATION DESCRIPTION
 GQ0139
 GQ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0139'5.4 MI NE FROM MESQUITE, NV.
 GQ0139'IN MOHAVE COUNTY, ARIZONA, 5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 91
 GQ0139'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA, AT A LARGE
 GQ0139'DOUBLE CONCRETE-BOX CULVERT, IN THE TOP OF THE EAST HEADWALL, 20 FEET
 GQ0139'EAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF THE SOUTH END
 GQ0139'OF THE HEADWALL, AND ABOUT 9 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GQ0139'DISK, STAMPED G 111 1935.
 GQ0139
 GQ0139                          STATION RECOVERY (1979)
 GQ0139
 GQ0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0139'4.95 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE
 GQ0139'ON INTERSTATE HIGHWAY 15. AT A LARGE DOUBLE CONCRETE BOX CULVERT, IN
 GQ0139'THE TOP OF THE EAST HEADWALL, 20 FEET EAST OF THE CENTERLINE OF THE
 GQ0139'OLD HIGHWAY, 6 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND ABOUT
 GQ0139'9 FEET LOWER THAN THE HIGHWAY. A STANDARD USC AND GS BRONZE DISK,
 GQ0139'STAMPED G 111 1935.
 GQ0139
 GQ0139                          STATION RECOVERY (1982)
 GQ0139
 GQ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0139'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0139'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0139'MESQUITE, THENCE 8.1 KM (5.05 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0139'IN TOP OF THE SOUTH END OF THE EAST HEADWALL FOR THE DOUBLE CHANNEL
 GQ0139'BRIDGE OVER COON CREEK DRY WASH, 6.1 METERS (20 FT) EAST OF THE
 GQ0139'HIGHWAY CENTERLINE.  NOTE--DUE TO SAFETY REASONS THIS MARK WILL NOT BE
 GQ0139'INCLUDED IN THE RELEVELING PROGRAM.
 GQ0139'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0715 ***********************************************************************
 CZ0715  DESIGNATION -  G 112
 CZ0715  PID         -  CZ0715
 CZ0715  STATE/COUNTY-  AZ/PIMA
 CZ0715  USGS QUAD   -  AVRA (1992)
 CZ0715
 CZ0715                         *CURRENT SURVEY CONTROL
 CZ0715  ___________________________________________________________________
 CZ0715* NAD 83(1986)-  32 17 55.     (N)    111 09 33.     (W)     SCALED    
 CZ0715* NAVD 88     -       847.69   (+/-2cm)    2781.1    (feet)  VERTCON   
 CZ0715  ___________________________________________________________________
 CZ0715  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0715
 CZ0715.The horizontal coordinates were scaled from a topographic map and have
 CZ0715.an estimated accuracy of +/- 6 seconds.
 CZ0715
 CZ0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0715.The vertical order pertains to the NGVD 29 superseded value.
 CZ0715
 CZ0715.The geoid height was determined by GEOID03.
 CZ0715
 CZ0715;                    North         East    Units  Estimated Accuracy
 CZ0715;SPC AZ C     -   144,230.      284,700.      MT  (+/- 180 meters Scaled)
 CZ0715
 CZ0715                          SUPERSEDED SURVEY CONTROL
 CZ0715
 CZ0715  NGVD 29 (??/??/92)  847.00   (m)         2778.9    (f) COMPUTED    2 0
 CZ0715
 CZ0715.Superseded values are not recommended for survey control.
 CZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0715.See file dsdata.txt to determine how the superseded data were derived.
 CZ0715
 CZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA850735(NAD 83)
 CZ0715_MARKER: DB = BENCH MARK DISK
 CZ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0715_STAMPING: G 112 1935
 CZ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0715+STABILITY: SURFACE MOTION
 CZ0715
 CZ0715  HISTORY     - Date     Condition        Report By
 CZ0715  HISTORY     - 1935     MONUMENTED       CGS
 CZ0715  HISTORY     - 1967     GOOD             USGS
 CZ0715
 CZ0715                          STATION DESCRIPTION
 CZ0715
 CZ0715'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0715'7.2 MI SW FROM CORTARO.
 CZ0715'7.2 MILES SOUTHWEST OF CORTARO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0715'REACHED FROM THE POST OFFICE AND STORE BY GOING 1.8 MILE SOUTHWEST
 CZ0715'ALONG CORTARO ROAD, THENCE 5.4 MILES WEST AND SOUTHWEST ALONG KINNEY
 CZ0715'ROAD.  IT IS 21.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.2
 CZ0715'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN
 CZ0715'THE ROAD.  A STANDARD DISK, STAMPED G 112 1935 AND SET IN THE TOP OF A
 CZ0715'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0410 ***********************************************************************
 CG0410  DESIGNATION -  G 113 RESET
 CG0410  PID         -  CG0410
 CG0410  STATE/COUNTY-  AZ/PIMA
 CG0410  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0410
 CG0410                         *CURRENT SURVEY CONTROL
 CG0410  ___________________________________________________________________
 CG0410* NAD 83(1986)-  31 55 56.     (N)    111 23 27.     (W)     SCALED    
 CG0410* NAVD 88     -       866.90   (+/-2cm)    2844.2    (feet)  VERTCON   
 CG0410  ___________________________________________________________________
 CG0410  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0410
 CG0410.The horizontal coordinates were scaled from a topographic map and have
 CG0410.an estimated accuracy of +/- 6 seconds.
 CG0410
 CG0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0410.The vertical order pertains to the NGVD 29 superseded value.
 CG0410
 CG0410.The geoid height was determined by GEOID03.
 CG0410
 CG0410;                    North         East    Units  Estimated Accuracy
 CG0410;SPC AZ C     -   103,470.      263,080.      MT  (+/- 180 meters Scaled)
 CG0410
 CG0410                          SUPERSEDED SURVEY CONTROL
 CG0410
 CG0410  NGVD 29 (??/??/92)  866.180  (m)         2841.79   (f) ADJ UNCH    2 0
 CG0410
 CG0410.Superseded values are not recommended for survey control.
 CG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0410.See file dsdata.txt to determine how the superseded data were derived.
 CG0410
 CG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA630329(NAD 83)
 CG0410_MARKER: DB = BENCH MARK DISK
 CG0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0410_STAMPING: G 113 1935 RESET 1951 WBT DOT
 CG0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0410+STABILITY: SURFACE MOTION
 CG0410
 CG0410  HISTORY     - Date     Condition        Report By
 CG0410  HISTORY     - 1951     MONUMENTED       CGS
 CG0410  HISTORY     - 1974     GOOD             USGS
 CG0410  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0410
 CG0410                          STATION DESCRIPTION
 CG0410
 CG0410'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0410'11.35 MI S FROM THREE POINTS.
 CG0410'11.35 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0410'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 0.15 MILE NORTH OF HERE A
 CG0410'POWER LINE CROSSED A GRAVEL ROAD LEADING SOUTH TO SASABE, 63 FEET WEST
 CG0410'OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF THE WITNESS POST, 2.4
 CG0410'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0410'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CG0410
 CG0410                          STATION RECOVERY (2001)
 CG0410
 CG0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0849 ***********************************************************************
 CZ0849  DESIGNATION -  G 114
 CZ0849  PID         -  CZ0849
 CZ0849  STATE/COUNTY-  AZ/PIMA
 CZ0849  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ0849
 CZ0849                         *CURRENT SURVEY CONTROL
 CZ0849  ___________________________________________________________________
 CZ0849* NAD 83(1986)-  32 00 57.     (N)    111 04 32.     (W)     SCALED    
 CZ0849* NAVD 88     -       970.80   (+/-2cm)    3185.0    (feet)  VERTCON   
 CZ0849  ___________________________________________________________________
 CZ0849  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0849
 CZ0849.The horizontal coordinates were scaled from a topographic map and have
 CZ0849.an estimated accuracy of +/- 6 seconds.
 CZ0849
 CZ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0849.The vertical order pertains to the NGVD 29 superseded value.
 CZ0849
 CZ0849.The geoid height was determined by GEOID03.
 CZ0849
 CZ0849;                    North         East    Units  Estimated Accuracy
 CZ0849;SPC AZ C     -   112,930.      292,820.      MT  (+/- 180 meters Scaled)
 CZ0849
 CZ0849                          SUPERSEDED SURVEY CONTROL
 CZ0849
 CZ0849  NGVD 29 (??/??/92)  970.089  (m)         3182.70   (f) ADJ UNCH    2 0
 CZ0849
 CZ0849.Superseded values are not recommended for survey control.
 CZ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0849.See file dsdata.txt to determine how the superseded data were derived.
 CZ0849
 CZ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA928421(NAD 83)
 CZ0849_MARKER: DB = BENCH MARK DISK
 CZ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0849_STAMPING: G 114 1935
 CZ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0849+STABILITY: SURFACE MOTION
 CZ0849
 CZ0849  HISTORY     - Date     Condition        Report By
 CZ0849  HISTORY     - 1935     MONUMENTED       CGS
 CZ0849  HISTORY     - 20060315 MARK NOT FOUND   USPSQD
 CZ0849
 CZ0849                          STATION DESCRIPTION
 CZ0849
 CZ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0849'3.4 MI N FROM SAN XAVIER.
 CZ0849'3.4 MILES NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, PIMA COUNTY 0.3
 CZ0849'MILE SOUTH OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, AND 28 FEET
 CZ0849'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 114
 CZ0849'1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0849
 CZ0849                          STATION RECOVERY (2006)
 CZ0849
 CZ0849'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0849'MARK NOT FOUND.  UNDER SHOULDER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0485 ***********************************************************************
 CG0485  DESIGNATION -  G 115
 CG0485  PID         -  CG0485
 CG0485  STATE/COUNTY-  AZ/PIMA
 CG0485  USGS QUAD   -  STEVENS MTN (1982)
 CG0485
 CG0485                         *CURRENT SURVEY CONTROL
 CG0485  ___________________________________________________________________
 CG0485* NAD 83(1986)-  31 58 19.     (N)    111 16 53.     (W)     SCALED    
 CG0485* NAVD 88     -      1061.10   (+/-2cm)    3481.3    (feet)  VERTCON   
 CG0485  ___________________________________________________________________
 CG0485  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CG0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0485
 CG0485.The horizontal coordinates were scaled from a topographic map and have
 CG0485.an estimated accuracy of +/- 6 seconds.
 CG0485
 CG0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0485.The vertical order pertains to the NGVD 29 superseded value.
 CG0485
 CG0485.The geoid height was determined by GEOID03.
 CG0485
 CG0485;                    North         East    Units  Estimated Accuracy
 CG0485;SPC AZ C     -   107,930.      273,400.      MT  (+/- 180 meters Scaled)
 CG0485
 CG0485                          SUPERSEDED SURVEY CONTROL
 CG0485
 CG0485  NGVD 29 (??/??/92) 1060.342  (m)         3478.81   (f) ADJ UNCH    2 0
 CG0485
 CG0485.Superseded values are not recommended for survey control.
 CG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0485.See file dsdata.txt to determine how the superseded data were derived.
 CG0485
 CG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA734373(NAD 83)
 CG0485_MARKER: DB = BENCH MARK DISK
 CG0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0485_STAMPING: G 115 1935
 CG0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0485+STABILITY: SURFACE MOTION
 CG0485
 CG0485  HISTORY     - Date     Condition        Report By
 CG0485  HISTORY     - 1935     MONUMENTED       CGS
 CG0485  HISTORY     - 1942     GOOD             NGS
 CG0485  HISTORY     - 1975     GOOD             USGS
 CG0485
 CG0485                          STATION DESCRIPTION
 CG0485
 CG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CG0485'5 MI SW FROM THREE POINTS.
 CG0485'5.5 MILES SOUTHEAST ALONG THE SOTO RANCH ROAD FROM THE JUNCTION OF THE
 CG0485'SASABE ROAD ABOUT 5 MILES SOUTHWEST OF THREE POINTS, 2.0 MILES
 CG0485'NORTHWEST OF THE JUNCTION OF THE YELLOW BIRD MINE ROAD, 0.7 MILE
 CG0485'NORTHWEST OF A FORK OF THE ROAD, 275 FEET SOUTHEAST OF THE RUINS OF AN
 CG0485'ADOBE HOUSE, 0.2 MILE SOUTHWEST OF THE ROAD, AND IN THE NORTHWEST
 CG0485'CORNER OF SECTION 12, T17S, R10E.  A STANDARD DISK, STAMPED G 115 1935
 CG0485'AND SET IN THE TOP OF A CONCRETE POST.
 CG0485
 CG0485                          STATION RECOVERY (1975)
 CG0485
 CG0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0485'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.
 CG0485'8.75 MI S. ALONG SIERRITA MTN. RD. TO PHILLIPS RD. 0.95 MI W. ALONG
 CG0485'PHILLIPS RD. 300 FT S. OF CENTERLINE OF RD., 258 FT E. OF GARVEY RD.
 CG0485'SET IN TOP OF CONCRETE POST. NGS DISK STAMPED G 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0671 ***********************************************************************
 FS0671  DESIGNATION -  G 116
 FS0671  PID         -  FS0671
 FS0671  STATE/COUNTY-  AZ/MOHAVE
 FS0671  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0671
 FS0671                         *CURRENT SURVEY CONTROL
 FS0671  ___________________________________________________________________
 FS0671* NAD 83(1986)-  35 29 34.     (N)    114 30 43.     (W)     SCALED    
 FS0671* NAVD 88     -      1025.605  (meters)    3364.84   (feet)  POSTED    
 FS0671  ___________________________________________________________________
 FS0671  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FS0671  DYNAMIC HT  -        1024.430 (meters)    3360.98  (feet)  COMP
 FS0671  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 FS0671
 FS0671  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0671
 FS0671.The horizontal coordinates were scaled from a topographic map and have
 FS0671.an estimated accuracy of +/- 6 seconds.
 FS0671
 FS0671.The orthometric height was determined by differential leveling
 FS0671.and adjusted by the  in 1992.
 FS0671.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0671.rate of 0.0 thru 1.0 mm/km.
 FS0671
 FS0671.The geoid height was determined by GEOID03.
 FS0671
 FS0671.The dynamic height is computed by dividing the NAVD 88
 FS0671.geopotential number by the normal gravity value computed on the
 FS0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0671.degrees latitude (g = 980.6199 gals.).
 FS0671
 FS0671.The modeled gravity was interpolated from observed gravity values.
 FS0671
 FS0671;                    North         East    Units  Estimated Accuracy
 FS0671;SPC AZ W     -   498,520.      144,230.      MT  (+/- 180 meters Scaled)
 FS0671
 FS0671                          SUPERSEDED SURVEY CONTROL
 FS0671
 FS0671  NGVD 29 (??/??/92) 1024.810  (m)         3362.23   (f) ADJ UNCH    1 2
 FS0671
 FS0671.Superseded values are not recommended for survey control.
 FS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0671.See file dsdata.txt to determine how the superseded data were derived.
 FS0671
 FS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV256305(NAD 83)
 FS0671_MARKER: DB = BENCH MARK DISK
 FS0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0671_STAMPING: G 116 1935
 FS0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0671+STABILITY: SURFACE MOTION
 FS0671
 FS0671  HISTORY     - Date     Condition        Report By
 FS0671  HISTORY     - 1935     MONUMENTED       CGS
 FS0671  HISTORY     - 1950     GOOD             NGS
 FS0671
 FS0671                          STATION DESCRIPTION
 FS0671
 FS0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0671'18.7 MI W FROM GRASSHOPPER JUNCTION.
 FS0671'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0671'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 11.3 MILES WEST
 FS0671'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0671'27 YARDS EAST OF THE SOUTHWEST END OF A RIDGE, 46 FEET NORTHEAST
 FS0671'OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF THE APPROXIMATE
 FS0671'CENTER OF A DRY WASH, 2.6 FEET WEST OF A WITNESS POST, ABOUT 1
 FS0671'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0671'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0670 ***********************************************************************
 FS0670  DESIGNATION -  G 116 A
 FS0670  PID         -  FS0670
 FS0670  STATE/COUNTY-  AZ/MOHAVE
 FS0670  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0670
 FS0670                         *CURRENT SURVEY CONTROL
 FS0670  ___________________________________________________________________
 FS0670* NAD 83(1986)-  35 29 59.     (N)    114 31 11.     (W)     SCALED    
 FS0670* NAVD 88     -       926.383  (meters)    3039.31   (feet)  POSTED    
 FS0670  ___________________________________________________________________
 FS0670  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FS0670  DYNAMIC HT  -         925.340 (meters)    3035.89  (feet)  COMP
 FS0670  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 FS0670
 FS0670  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0670
 FS0670.The horizontal coordinates were scaled from a topographic map and have
 FS0670.an estimated accuracy of +/- 6 seconds.
 FS0670
 FS0670.The orthometric height was determined by differential leveling
 FS0670.and adjusted by the  in 1992.
 FS0670.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0670.rate of 1.1 thru 2.0 mm/km.
 FS0670
 FS0670.The geoid height was determined by GEOID03.
 FS0670
 FS0670.The dynamic height is computed by dividing the NAVD 88
 FS0670.geopotential number by the normal gravity value computed on the
 FS0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0670.degrees latitude (g = 980.6199 gals.).
 FS0670
 FS0670.The modeled gravity was interpolated from observed gravity values.
 FS0670
 FS0670;                    North         East    Units  Estimated Accuracy
 FS0670;SPC AZ W     -   499,300.      143,530.      MT  (+/- 180 meters Scaled)
 FS0670
 FS0670                          SUPERSEDED SURVEY CONTROL
 FS0670
 FS0670  NGVD 29 (??/??/92)  925.603  (m)         3036.75   (f) ADJ UNCH    1 2
 FS0670
 FS0670.Superseded values are not recommended for survey control.
 FS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0670.See file dsdata.txt to determine how the superseded data were derived.
 FS0670
 FS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV249312(NAD 83)
 FS0670_MARKER: DB = BENCH MARK DISK
 FS0670_SETTING: 66 = SET IN ROCK OUTCROP
 FS0670_SP_SET: ROCK CLIFF
 FS0670_STAMPING: G 116 A 1935
 FS0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0670+STABILITY: POSITION/ELEVATION WELL
 FS0670
 FS0670  HISTORY     - Date     Condition        Report By
 FS0670  HISTORY     - 1935     MONUMENTED       CGS
 FS0670  HISTORY     - 1950     GOOD             NGS
 FS0670
 FS0670                          STATION DESCRIPTION
 FS0670
 FS0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0670'19.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0670'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0670'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 11.9 MILES WEST
 FS0670'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.1
 FS0670'MILE SOUTHEAST OF A ROAD LEADING NORTH, IN THE TOP OF A LARGE
 FS0670'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 35 1/2 FEET SOUTHWEST
 FS0670'OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHEAST OF THE BASE OF
 FS0670'A ROCK CLIFF, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0514 ***********************************************************************
 CG0514  DESIGNATION -  G 117
 CG0514  PID         -  CG0514
 CG0514  STATE/COUNTY-  AZ/PIMA
 CG0514  USGS QUAD   -  CERRO COLORADO (1982)
 CG0514
 CG0514                         *CURRENT SURVEY CONTROL
 CG0514  ___________________________________________________________________
 CG0514* NAD 83(1986)-  31 39 53.     (N)    111 15 21.     (W)     SCALED    
 CG0514* NAVD 88     -      1106.39   (+/-2cm)    3629.9    (feet)  VERTCON   
 CG0514  ___________________________________________________________________
 CG0514  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CG0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0514
 CG0514.The horizontal coordinates were scaled from a topographic map and have
 CG0514.an estimated accuracy of +/- 6 seconds.
 CG0514
 CG0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0514.The vertical order pertains to the NGVD 29 superseded value.
 CG0514
 CG0514.The geoid height was determined by GEOID03.
 CG0514
 CG0514;                    North         East    Units  Estimated Accuracy
 CG0514;SPC AZ C     -    73,880.      276,030.      MT  (+/- 180 meters Scaled)
 CG0514
 CG0514                          SUPERSEDED SURVEY CONTROL
 CG0514
 CG0514  NGVD 29 (??/??/92) 1105.572  (m)         3627.20   (f) ADJ UNCH    2 0
 CG0514
 CG0514.Superseded values are not recommended for survey control.
 CG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0514.See file dsdata.txt to determine how the superseded data were derived.
 CG0514
 CG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA757033(NAD 83)
 CG0514_MARKER: DB = BENCH MARK DISK
 CG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0514_STAMPING: G 117 1935
 CG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0514+STABILITY: SURFACE MOTION
 CG0514
 CG0514  HISTORY     - Date     Condition        Report By
 CG0514  HISTORY     - 1935     MONUMENTED       CGS
 CG0514  HISTORY     - 1952     GOOD             NGS
 CG0514  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0514
 CG0514                          STATION DESCRIPTION
 CG0514
 CG0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0514'9.4 MI NE FROM ARIVACA.
 CG0514'9.4 MILES NORTHEAST ALONG THE ARIVACA ROAD FROM THE SCHOOL AT ARIVACA,
 CG0514'AT THE TOP OF A SMALL KNOLL, ABOUT 118 YARDS WEST OF AN 18 INCH
 CG0514'GALVANIZED IRON CULVERT, 46 FEET NORTH OF THE CENTER LINE OF THE
 CG0514'ARIVACA ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CG0514'FOOT, AND ABOUT LEVEL WITH THE ROAD.
 CG0514
 CG0514                          STATION RECOVERY (2001)
 CG0514
 CG0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0514'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0531 ***********************************************************************
 CG0531  DESIGNATION -  G 118
 CG0531  PID         -  CG0531
 CG0531  STATE/COUNTY-  AZ/PIMA
 CG0531  USGS QUAD   -  WILBUR CANYON (1980)
 CG0531
 CG0531                         *CURRENT SURVEY CONTROL
 CG0531  ___________________________________________________________________
 CG0531* NAD 83(1986)-  31 36 09.     (N)    111 22 37.     (W)     SCALED    
 CG0531* NAVD 88     -      1078.78   (+/-2cm)    3539.3    (feet)  VERTCON   
 CG0531  ___________________________________________________________________
 CG0531  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CG0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0531
 CG0531.The horizontal coordinates were scaled from a topographic map and have
 CG0531.an estimated accuracy of +/- 6 seconds.
 CG0531
 CG0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0531.The vertical order pertains to the NGVD 29 superseded value.
 CG0531
 CG0531.The geoid height was determined by GEOID03.
 CG0531
 CG0531;                    North         East    Units  Estimated Accuracy
 CG0531;SPC AZ C     -    66,920.      264,570.      MT  (+/- 180 meters Scaled)
 CG0531
 CG0531                          SUPERSEDED SURVEY CONTROL
 CG0531
 CG0531  NGVD 29 (??/??/92) 1077.958  (m)         3536.60   (f) ADJ UNCH    2 0
 CG0531
 CG0531.Superseded values are not recommended for survey control.
 CG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0531.See file dsdata.txt to determine how the superseded data were derived.
 CG0531
 CG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV642964(NAD 83)
 CG0531_MARKER: DB = BENCH MARK DISK
 CG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0531_STAMPING: G 118 1935
 CG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0531+STABILITY: SURFACE MOTION
 CG0531
 CG0531  HISTORY     - Date     Condition        Report By
 CG0531  HISTORY     - 1935     MONUMENTED       CGS
 CG0531  HISTORY     - 1951     GOOD             NGS
 CG0531
 CG0531                          STATION DESCRIPTION
 CG0531
 CG0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0531'4.25 MI NW FROM ARIVACA.
 CG0531'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0531'THENCE 3.9 MILES NORTHWEST ALONG THE MAIN ROAD, THENCE 0.25 MILE SOUTH
 CG0531'DOWN A RIDGE ON A DIM TRACK ROAD, AT AN OLD CONCRETE FOUNDATION, AND
 CG0531'ABOUT 800 FEET WEST OF A OLD ADOBE RUINS, 742 FEET SOUTHWEST OF THE
 CG0531'CENTER LINE OF THE MAIN ROAD AT A POINT WHERE THE ROAD DROPS TO A WASH
 CG0531'AND A FARM HOUSE.  2.2 FEET NORTHWEST OF THE WITNESS POST, AND ABOUT 4
 CG0531'FEET LOWER THAN THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0531'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0402 ***********************************************************************
 FS0402  DESIGNATION -  G 119
 FS0402  PID         -  FS0402
 FS0402  STATE/COUNTY-  AZ/MOHAVE
 FS0402  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0402
 FS0402                         *CURRENT SURVEY CONTROL
 FS0402  ___________________________________________________________________
 FS0402* NAD 83(1986)-  35 48 51.     (N)    114 29 19.     (W)     SCALED    
 FS0402* NAVD 88     -       679.297  (meters)    2228.66   (feet)  POSTED    
 FS0402  ___________________________________________________________________
 FS0402  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0402  DYNAMIC HT  -         678.580 (meters)    2226.31  (feet)  COMP
 FS0402  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 FS0402
 FS0402  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0402
 FS0402.The horizontal coordinates were scaled from a topographic map and have
 FS0402.an estimated accuracy of +/- 6 seconds.
 FS0402
 FS0402.The orthometric height was determined by differential leveling
 FS0402.and adjusted by the  in 1992.
 FS0402.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0402.rate of 0.0 thru 1.0 mm/km.
 FS0402
 FS0402.The geoid height was determined by GEOID03.
 FS0402
 FS0402.The dynamic height is computed by dividing the NAVD 88
 FS0402.geopotential number by the normal gravity value computed on the
 FS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0402.degrees latitude (g = 980.6199 gals.).
 FS0402
 FS0402.The modeled gravity was interpolated from observed gravity values.
 FS0402
 FS0402;                    North         East    Units  Estimated Accuracy
 FS0402;SPC AZ W     -   534,170.      146,610.      MT  (+/- 180 meters Scaled)
 FS0402
 FS0402                          SUPERSEDED SURVEY CONTROL
 FS0402
 FS0402  NGVD 29 (??/??/92)  678.553  (m)         2226.22   (f) ADJ UNCH    1 1
 FS0402
 FS0402.Superseded values are not recommended for survey control.
 FS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0402.See file dsdata.txt to determine how the superseded data were derived.
 FS0402
 FS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV268662(NAD 83)
 FS0402_MARKER: DB = BENCH MARK DISK
 FS0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0402_STAMPING: G 119 1935
 FS0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0402+STABILITY: SURFACE MOTION
 FS0402
 FS0402  HISTORY     - Date     Condition        Report By
 FS0402  HISTORY     - 1935     MONUMENTED       CGS
 FS0402  HISTORY     - 1950     GOOD             NGS
 FS0402  HISTORY     - 1963     GOOD             NGS
 FS0402
 FS0402                          STATION DESCRIPTION
 FS0402
 FS0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0402'19.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0402'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0402'MEAD, THENCE 12.8 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 50 1/2
 FS0402'FEET EAST OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET SOUTH OF
 FS0402'A 6-INCH JOSHUA TREE, 2.7 FEET NORTH OF A WITNESS POST, ABOUT
 FS0402'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0402'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 FS0402
 FS0402                          STATION RECOVERY (1963)
 FS0402
 FS0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0680 ***********************************************************************
 ET0680  DESIGNATION -  G 12
 ET0680  PID         -  ET0680
 ET0680  STATE/COUNTY-  AZ/LA PAZ
 ET0680  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0680
 ET0680                         *CURRENT SURVEY CONTROL
 ET0680  ___________________________________________________________________
 ET0680* NAD 83(1986)-  34 00 21.     (N)    113 34 44.     (W)     SCALED    
 ET0680* NAVD 88     -       611.74   (+/-2cm)    2007.0    (feet)  VERTCON   
 ET0680  ___________________________________________________________________
 ET0680  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ET0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0680
 ET0680.The horizontal coordinates were scaled from a topographic map and have
 ET0680.an estimated accuracy of +/- 6 seconds.
 ET0680
 ET0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0680.The vertical order pertains to the NGVD 29 superseded value.
 ET0680
 ET0680.The geoid height was determined by GEOID03.
 ET0680
 ET0680;                    North         East    Units  Estimated Accuracy
 ET0680;SPC AZ W     -   333,330.      229,170.      MT  (+/- 180 meters Scaled)
 ET0680
 ET0680                          SUPERSEDED SURVEY CONTROL
 ET0680
 ET0680  NGVD 29 (??/??/92)  611.011  (m)         2004.63   (f) ADJ UNCH    1 2
 ET0680
 ET0680.Superseded values are not recommended for survey control.
 ET0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0680.See file dsdata.txt to determine how the superseded data were derived.
 ET0680
 ET0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC618658(NAD 83)
 ET0680_MARKER: DB = BENCH MARK DISK
 ET0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0680_STAMPING: 2004.625 G 12 1927
 ET0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0680+STABILITY: SURFACE MOTION
 ET0680
 ET0680  HISTORY     - Date     Condition        Report By
 ET0680  HISTORY     - 1927     MONUMENTED       CGS
 ET0680  HISTORY     - 1934     GOOD             NGS
 ET0680  HISTORY     - 1965     MARK NOT FOUND   USGS
 ET0680  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0680
 ET0680                          STATION DESCRIPTION
 ET0680
 ET0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0680'14.3 MI N FROM WENDEN.
 ET0680'14.3 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 ET0680'WENDEN, YUMA COUNTY, 4.9 MILES NORTH OF CUNNINGHAM PASS, 2 MILES NORTH
 ET0680'OF THE WEST END OF A MOUNTAIN JUST EAST OF THE ROAD, 90 FEET NORTH OF
 ET0680'A SIGN, 30 FEET WEST OF THE JUNCTION OF A ROAD LEADING EAST, AND 21
 ET0680'FEET NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 ET0680'STAMPED 2004.625 G 12 1927 AND SET IN THE TOP OF A CONCRETE POST
 ET0680'PROJECTING 4 INCHES ABOVE GROUND.
 ET0680
 ET0680                          STATION RECOVERY (1965)
 ET0680
 ET0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ET0680'MARK NOT FOUND.
 ET0680
 ET0680                          STATION RECOVERY (1981)
 ET0680
 ET0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0680'NOT RECOVERED. NOTE-THERE TOO MANY GRADED ROADS AND TRACK ROADS IN THE
 ET0680'AREA THAT COULD HAVE BEEN THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0378 ***********************************************************************
 FS0378  DESIGNATION -  G 120
 FS0378  PID         -  FS0378
 FS0378  STATE/COUNTY-  AZ/MOHAVE
 FS0378  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0378
 FS0378                         *CURRENT SURVEY CONTROL
 FS0378  ___________________________________________________________________
 FS0378* NAD 83(1986)-  35 59 21.     (N)    114 28 40.     (W)     SCALED    
 FS0378* NAVD 88     -       438.968  (meters)    1440.18   (feet)  POSTED    
 FS0378  ___________________________________________________________________
 FS0378  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0378  DYNAMIC HT  -         438.530 (meters)    1438.74  (feet)  COMP
 FS0378  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FS0378
 FS0378  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0378
 FS0378.The horizontal coordinates were scaled from a topographic map and have
 FS0378.an estimated accuracy of +/- 6 seconds.
 FS0378
 FS0378.The orthometric height was determined by differential leveling
 FS0378.and adjusted by the  in 1992.
 FS0378.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0378.rate of 0.0 thru 1.0 mm/km.
 FS0378
 FS0378.The geoid height was determined by GEOID03.
 FS0378
 FS0378.The dynamic height is computed by dividing the NAVD 88
 FS0378.geopotential number by the normal gravity value computed on the
 FS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0378.degrees latitude (g = 980.6199 gals.).
 FS0378
 FS0378.The modeled gravity was interpolated from observed gravity values.
 FS0378
 FS0378;                    North         East    Units  Estimated Accuracy
 FS0378;SPC AZ W     -   553,570.      147,740.      MT  (+/- 180 meters Scaled)
 FS0378
 FS0378                          SUPERSEDED SURVEY CONTROL
 FS0378
 FS0378  NGVD 29 (??/??/92)  438.24   (m)         1437.8    (f) COMPUTED    1 2
 FS0378
 FS0378.Superseded values are not recommended for survey control.
 FS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0378.See file dsdata.txt to determine how the superseded data were derived.
 FS0378
 FS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV273856(NAD 83)
 FS0378_MARKER: DB = BENCH MARK DISK
 FS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0378_STAMPING: G 120 1935
 FS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0378+STABILITY: SURFACE MOTION
 FS0378
 FS0378  HISTORY     - Date     Condition        Report By
 FS0378  HISTORY     - 1935     MONUMENTED       CGS
 FS0378  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0378  HISTORY     - 1963     MARK NOT FOUND   NGS
 FS0378
 FS0378                          STATION DESCRIPTION
 FS0378
 FS0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0378'5.3 MI S FROM MOUTH OF DETRITAL WASH.
 FS0378'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE HILLS
 FS0378'ROAD TO JUNCTION OF DETRITAL WASH ROAD, 15.4 MILES NORTH ALONG
 FS0378'DETRITAL WASH ROAD, 75 FEET NORTH OF A CROSSWASH, AND 30 FEET
 FS0378'WEST OF THE WEST EDGE OF DETRITAL WASH.  A STANDARD DISK, STAMPED
 FS0378'G 120 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 FS0378'POSSIBLE THAT THE MARK HAS BEEN COVERED BY SAND.
 FS0378
 FS0378                          STATION RECOVERY (1963)
 FS0378
 FS0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0945 ***********************************************************************
 FS0945  DESIGNATION -  G 121 RESET
 FS0945  PID         -  FS0945
 FS0945  STATE/COUNTY-  AZ/MOHAVE
 FS0945  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0945
 FS0945                         *CURRENT SURVEY CONTROL
 FS0945  ___________________________________________________________________
 FS0945* NAD 83(1986)-  35 45 32.     (N)    114 30 25.     (W)     SCALED    
 FS0945* NAVD 88     -       736.015  (meters)    2414.74   (feet)  ADJUSTED  
 FS0945  ___________________________________________________________________
 FS0945  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FS0945  DYNAMIC HT  -         735.239 (meters)    2412.20  (feet)  COMP
 FS0945  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 FS0945
 FS0945  VERT ORDER  -  FIRST     CLASS II
 FS0945
 FS0945.The horizontal coordinates were scaled from a topographic map and have
 FS0945.an estimated accuracy of +/- 6 seconds.
 FS0945
 FS0945.The orthometric height was determined by differential leveling
 FS0945.and adjusted in June 1991.
 FS0945
 FS0945.The geoid height was determined by GEOID03.
 FS0945
 FS0945.The dynamic height is computed by dividing the NAVD 88
 FS0945.geopotential number by the normal gravity value computed on the
 FS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0945.degrees latitude (g = 980.6199 gals.).
 FS0945
 FS0945.The modeled gravity was interpolated from observed gravity values.
 FS0945
 FS0945;                    North         East    Units  Estimated Accuracy
 FS0945;SPC AZ W     -   528,040.      144,910.      MT  (+/- 180 meters Scaled)
 FS0945
 FS0945                          SUPERSEDED SURVEY CONTROL
 FS0945
 FS0945.No superseded survey control is available for this station.
 FS0945
 FS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV253600(NAD 83)
 FS0945_MARKER: DB = BENCH MARK DISK
 FS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0945_SP_SET: CONCRETE POST
 FS0945_STAMPING: G 121 RESET 1981
 FS0945_MARK LOGO: NGS   
 FS0945_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0945+STABILITY: SURFACE MOTION
 FS0945
 FS0945  HISTORY     - Date     Condition        Report By
 FS0945  HISTORY     - 1981     MONUMENTED       AZDT
 FS0945  HISTORY     - 1982     GOOD             NGS
 FS0945
 FS0945                          STATION DESCRIPTION
 FS0945
 FS0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0945'39.8 KM (25.7 MI) SE FROM HOOVER DAM.
 FS0945'39.8 KM (25.7 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0945'OF HOOVER DAM, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 24, 57.9 METERS
 FS0945'(190 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 2.7 METERS (9
 FS0945'FT) NORTHEAST OF A FENCE.
 FS0945'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 FS0945'THE MARK IS 1.8 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0672 ***********************************************************************
 CG0672  DESIGNATION -  G 122
 CG0672  PID         -  CG0672
 CG0672  STATE/COUNTY-  AZ/PIMA
 CG0672  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0672
 CG0672                         *CURRENT SURVEY CONTROL
 CG0672  ___________________________________________________________________
 CG0672* NAD 83(1986)-  31 45 17.     (N)    111 39 16.     (W)     SCALED    
 CG0672* NAVD 88     -      1001.15   (+/-2cm)    3284.6    (feet)  VERTCON   
 CG0672  ___________________________________________________________________
 CG0672  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CG0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0672
 CG0672.The horizontal coordinates were scaled from a topographic map and have
 CG0672.an estimated accuracy of +/- 6 seconds.
 CG0672
 CG0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0672.The vertical order pertains to the NGVD 29 superseded value.
 CG0672
 CG0672.The geoid height was determined by GEOID03.
 CG0672
 CG0672;                    North         East    Units  Estimated Accuracy
 CG0672;SPC AZ C     -    83,700.      238,200.      MT  (+/- 180 meters Scaled)
 CG0672
 CG0672                          SUPERSEDED SURVEY CONTROL
 CG0672
 CG0672  NGVD 29 (??/??/92) 1000.366  (m)         3282.03   (f) ADJ UNCH    2 0
 CG0672
 CG0672.Superseded values are not recommended for survey control.
 CG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0672.See file dsdata.txt to determine how the superseded data were derived.
 CG0672
 CG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA380134(NAD 83)
 CG0672_MARKER: DB = BENCH MARK DISK
 CG0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0672_SP_SET: CULVERT
 CG0672_STAMPING: G 122 1935
 CG0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0672
 CG0672  HISTORY     - Date     Condition        Report By
 CG0672  HISTORY     - 1935     MONUMENTED       CGS
 CG0672  HISTORY     - 1952     GOOD             NGS
 CG0672
 CG0672                          STATION DESCRIPTION
 CG0672
 CG0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0672'13.05 MI SE FROM TOPAWA.
 CG0672'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0672'TOPAWA, THENCE 4.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0672'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0672'LEADING SOUTH TO BEAR WELLS, AND SET IN THE TOP OF A GRANITE OUTCROP
 CG0672'AT THE BASE OF A ROCKEY HILL NORTHEAST OF A GATE AND FENCE LINE AND
 CG0672'EAST OF A CONCRETE CULVERT, 386 FEET NORTHEAST OF THE CENTER OF THE
 CG0672'ROAD AND A GATE ACROSS THE ROAD, 258.5 FEET NORTH OF THE EAST-WEST
 CG0672'FENCE LINE, 250 FEET EAST OF THE SOUTH END OF THE EAST HEADWALL OF THE
 CG0672'CONCRETE CULVERT, 257 FEET EAST OF THE CENTER LINE OF THE ROAD, 7.1
 CG0672'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 CG0672'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0673 ***********************************************************************
 CG0673  DESIGNATION -  G 122 RM
 CG0673  PID         -  CG0673
 CG0673  STATE/COUNTY-  AZ/PIMA
 CG0673  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0673
 CG0673                         *CURRENT SURVEY CONTROL
 CG0673  ___________________________________________________________________
 CG0673* NAD 83(1986)-  31 45 17.     (N)    111 39 18.     (W)     SCALED    
 CG0673* NAVD 88     -       997.97   (+/-2cm)    3274.2    (feet)  VERTCON   
 CG0673  ___________________________________________________________________
 CG0673  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CG0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0673
 CG0673.The horizontal coordinates were scaled from a topographic map and have
 CG0673.an estimated accuracy of +/- 6 seconds.
 CG0673
 CG0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0673.The vertical order pertains to the NGVD 29 superseded value.
 CG0673
 CG0673.The geoid height was determined by GEOID03.
 CG0673
 CG0673;                    North         East    Units  Estimated Accuracy
 CG0673;SPC AZ C     -    83,700.      238,150.      MT  (+/- 180 meters Scaled)
 CG0673
 CG0673                          SUPERSEDED SURVEY CONTROL
 CG0673
 CG0673  NGVD 29 (??/??/92)  997.188  (m)         3271.61   (f) ADJ UNCH    2 0
 CG0673
 CG0673.Superseded values are not recommended for survey control.
 CG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0673.See file dsdata.txt to determine how the superseded data were derived.
 CG0673
 CG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA379134(NAD 83)
 CG0673_MARKER: Q = CHISELED SQUARE
 CG0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0673_SP_SET: CULVERT
 CG0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0673
 CG0673  HISTORY     - Date     Condition        Report By
 CG0673  HISTORY     - UNK      MONUMENTED       USGS
 CG0673  HISTORY     - 1952     GOOD             NGS
 CG0673
 CG0673                          STATION DESCRIPTION
 CG0673
 CG0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0673'13.05 MI SE FROM TOPAWA.
 CG0673'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0673'TOPAWA, THENCE 4.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0673'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0673'LEADING SOUTH TO BEAR WELLS, A CHISELED SQUARE CUT IN THE TOP OF THE
 CG0673'SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT, 250 FEET WEST OF
 CG0673'B.M. G 122, 8 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 CG0673'NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, AND ABOUT 1/2
 CG0673'FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0070 ***********************************************************************
 DU0070  DESIGNATION -  G 123
 DU0070  PID         -  DU0070
 DU0070  STATE/COUNTY-  AZ/GILA
 DU0070  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0070
 DU0070                         *CURRENT SURVEY CONTROL
 DU0070  ___________________________________________________________________
 DU0070* NAD 83(1986)-  33 37 15.     (N)    110 10 17.     (W)     SCALED    
 DU0070* NAVD 88     -      1730.968  (meters)    5679.02   (feet)  ADJUSTED  
 DU0070  ___________________________________________________________________
 DU0070  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DU0070  DYNAMIC HT  -        1728.427 (meters)    5670.68  (feet)  COMP
 DU0070  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 DU0070
 DU0070  VERT ORDER  -  SECOND    CLASS 0
 DU0070
 DU0070.The horizontal coordinates were scaled from a topographic map and have
 DU0070.an estimated accuracy of +/- 6 seconds.
 DU0070
 DU0070.The orthometric height was determined by differential leveling
 DU0070.and adjusted in June 1991.
 DU0070
 DU0070.The geoid height was determined by GEOID03.
 DU0070
 DU0070.The dynamic height is computed by dividing the NAVD 88
 DU0070.geopotential number by the normal gravity value computed on the
 DU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0070.degrees latitude (g = 980.6199 gals.).
 DU0070
 DU0070.The modeled gravity was interpolated from observed gravity values.
 DU0070
 DU0070;                    North         East    Units  Estimated Accuracy
 DU0070;SPC AZ E     -   290,600.      212,920.      MT  (+/- 180 meters Scaled)
 DU0070
 DU0070                          SUPERSEDED SURVEY CONTROL
 DU0070
 DU0070  NGVD 29 (??/??/92) 1730.239  (m)         5676.63   (f) ADJ UNCH    2 0
 DU0070
 DU0070.Superseded values are not recommended for survey control.
 DU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0070.See file dsdata.txt to determine how the superseded data were derived.
 DU0070
 DU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC768204(NAD 83)
 DU0070_MARKER: DB = BENCH MARK DISK
 DU0070_SETTING: 66 = SET IN ROCK OUTCROP
 DU0070_SP_SET: ROCK OUTCROP
 DU0070_STAMPING: G 123 1935
 DU0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0070+STABILITY: POSITION/ELEVATION WELL
 DU0070
 DU0070  HISTORY     - Date     Condition        Report By
 DU0070  HISTORY     - 1935     MONUMENTED       CGS
 DU0070
 DU0070                          STATION DESCRIPTION
 DU0070
 DU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0070'5.7 MI NE FROM HILLTOP.
 DU0070'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0070'COUNTY, 9.9 MILES SOUTHEAST ALONG THE ROCKY CREEK ROAD, 0.3 MILE EAST
 DU0070'OF THE CROSSING OVER A WASH AND THE JUNCTION OF A DIRT ROAD LEADING
 DU0070'NORTH, 90 FEET NORTHEAST OF A 36-INCH TRIPLET PINE TREE, 76 FEET SOUTH
 DU0070'OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP. A
 DU0070'STANDARD DISK, STAMPED G 123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0485 ***********************************************************************
 FR0485  DESIGNATION -  G 124
 FR0485  PID         -  FR0485
 FR0485  STATE/COUNTY-  AZ/MOHAVE
 FR0485  USGS QUAD   -  ANTARES (1980)
 FR0485
 FR0485                         *CURRENT SURVEY CONTROL
 FR0485  ___________________________________________________________________
 FR0485* NAD 83(1986)-  35 24 27.     (N)    113 49 32.     (W)     SCALED    
 FR0485* NAVD 88     -      1090.851  (meters)    3578.90   (feet)  POSTED    
 FR0485  ___________________________________________________________________
 FR0485  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FR0485  DYNAMIC HT  -        1089.560 (meters)    3574.66  (feet)  COMP
 FR0485  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FR0485
 FR0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0485
 FR0485.The horizontal coordinates were scaled from a topographic map and have
 FR0485.an estimated accuracy of +/- 6 seconds.
 FR0485
 FR0485.The orthometric height was determined by differential leveling
 FR0485.and adjusted by the  in 1992.
 FR0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0485.rate of 0.0 thru 1.0 mm/km.
 FR0485
 FR0485.The geoid height was determined by GEOID03.
 FR0485
 FR0485.The dynamic height is computed by dividing the NAVD 88
 FR0485.geopotential number by the normal gravity value computed on the
 FR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0485.degrees latitude (g = 980.6199 gals.).
 FR0485
 FR0485.The modeled gravity was interpolated from observed gravity values.
 FR0485
 FR0485;                    North         East    Units  Estimated Accuracy
 FR0485;SPC AZ W     -   488,800.      206,500.      MT  (+/- 180 meters Scaled)
 FR0485
 FR0485                          SUPERSEDED SURVEY CONTROL
 FR0485
 FR0485  NGVD 29 (??/??/92) 1090.047  (m)         3576.26   (f) ADJ UNCH    1 1
 FR0485
 FR0485.Superseded values are not recommended for survey control.
 FR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0485.See file dsdata.txt to determine how the superseded data were derived.
 FR0485
 FR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE434219(NAD 83)
 FR0485_MARKER: DB = BENCH MARK DISK
 FR0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0485_SP_SET: CULVERT
 FR0485_STAMPING: G 124 1935
 FR0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0485
 FR0485  HISTORY     - Date     Condition        Report By
 FR0485  HISTORY     - 1935     MONUMENTED       CGS
 FR0485  HISTORY     - 1940     GOOD             NGS
 FR0485  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0485
 FR0485                          STATION DESCRIPTION
 FR0485
 FR0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0485'7.1 MI W FROM HACKBERRY.
 FR0485'7.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION
 FR0485'AT HACKBERRY, MOHAVE COUNTY, 1.0 MILE WEST OF THE STATION SIGN AT
 FR0485'ANTARES, 320 FEET EAST OF MILEPOST 496, AT CONCRETE CULVERT D 496, IN
 FR0485'THE CENTER OF THE ROP OF THE SOUTH HEADWALL, 10 FEET SOUTH OF THE
 FR0485'CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN THE TRACK. A
 FR0485'STANDARD DISK, STAMPED G 124 1935.
 FR0485
 FR0485                          STATION RECOVERY (1982)
 FR0485
 FR0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0485'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0665 ***********************************************************************
 FR0665  DESIGNATION -  G 125
 FR0665  PID         -  FR0665
 FR0665  STATE/COUNTY-  AZ/MOHAVE
 FR0665  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0665
 FR0665                         *CURRENT SURVEY CONTROL
 FR0665  ___________________________________________________________________
 FR0665* NAD 83(1986)-  35 31 40.     (N)    113 51 37.     (W)     SCALED    
 FR0665* NAVD 88     -       927.580  (meters)    3043.24   (feet)  POSTED    
 FR0665  ___________________________________________________________________
 FR0665  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0665  DYNAMIC HT  -         926.500 (meters)    3039.69  (feet)  COMP
 FR0665  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 FR0665
 FR0665  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0665
 FR0665.The horizontal coordinates were scaled from a topographic map and have
 FR0665.an estimated accuracy of +/- 6 seconds.
 FR0665
 FR0665.The orthometric height was determined by differential leveling
 FR0665.and adjusted by the  in 1992.
 FR0665.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0665.rate of 1.1 thru 2.0 mm/km.
 FR0665
 FR0665.The geoid height was determined by GEOID03.
 FR0665
 FR0665.The dynamic height is computed by dividing the NAVD 88
 FR0665.geopotential number by the normal gravity value computed on the
 FR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0665.degrees latitude (g = 980.6199 gals.).
 FR0665
 FR0665.The modeled gravity was interpolated from observed gravity values.
 FR0665
 FR0665;                    North         East    Units  Estimated Accuracy
 FR0665;SPC AZ W     -   502,150.      203,360.      MT  (+/- 180 meters Scaled)
 FR0665
 FR0665                          SUPERSEDED SURVEY CONTROL
 FR0665
 FR0665  NGVD 29 (??/??/92)  926.804  (m)         3040.69   (f) ADJ UNCH    1 1
 FR0665
 FR0665.Superseded values are not recommended for survey control.
 FR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0665.See file dsdata.txt to determine how the superseded data were derived.
 FR0665
 FR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE406353(NAD 83)
 FR0665_MARKER: DB = BENCH MARK DISK
 FR0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0665_STAMPING: G 125 1935
 FR0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0665+STABILITY: SURFACE MOTION
 FR0665
 FR0665  HISTORY     - Date     Condition        Report By
 FR0665  HISTORY     - 1935     MONUMENTED       CGS
 FR0665  HISTORY     - 1940     GOOD             NGS
 FR0665  HISTORY     - 1968     GOOD             NGS
 FR0665
 FR0665                          STATION DESCRIPTION
 FR0665
 FR0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0665'13.5 MI N FROM HACKBERRY.
 FR0665'13.5 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0665'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 0.5 MILE
 FR0665'NORTHWEST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 33 FEET
 FR0665'NORTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTHWEST OF THE
 FR0665'CENTERLINE OF THE OLD ROADBED AND 2 FEET NORTH OF A WHITE WOODEN
 FR0665'WITNESS POST.  A STANDARD DISK, STAMPED G 125 1935 AND SET IN THE TOP
 FR0665'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- MARK IS
 FR0665'ON PORTION OF ROAD WHICH IS NO LONGER IN USE.
 FR0665
 FR0665                          STATION RECOVERY (1968)
 FR0665
 FR0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FR0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0466 ***********************************************************************
 FS0466  DESIGNATION -  G 126
 FS0466  PID         -  FS0466
 FS0466  STATE/COUNTY-  AZ/MOHAVE
 FS0466  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0466
 FS0466                         *CURRENT SURVEY CONTROL
 FS0466  ___________________________________________________________________
 FS0466* NAD 83(1986)-  35 57 56.     (N)    114 05 27.     (W)     SCALED    
 FS0466* NAVD 88     -      1025.892  (meters)    3365.78   (feet)  POSTED    
 FS0466  ___________________________________________________________________
 FS0466  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0466  DYNAMIC HT  -        1024.770 (meters)    3362.10  (feet)  COMP
 FS0466  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 FS0466
 FS0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0466
 FS0466.The horizontal coordinates were scaled from a topographic map and have
 FS0466.an estimated accuracy of +/- 6 seconds.
 FS0466
 FS0466.The orthometric height was determined by differential leveling
 FS0466.and adjusted by the  in 1992.
 FS0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0466.rate of 0.0 thru 1.0 mm/km.
 FS0466
 FS0466.The geoid height was determined by GEOID03.
 FS0466
 FS0466.The dynamic height is computed by dividing the NAVD 88
 FS0466.geopotential number by the normal gravity value computed on the
 FS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0466.degrees latitude (g = 980.6199 gals.).
 FS0466
 FS0466.The modeled gravity was interpolated from observed gravity values.
 FS0466
 FS0466;                    North         East    Units  Estimated Accuracy
 FS0466;SPC AZ W     -   550,760.      182,620.      MT  (+/- 180 meters Scaled)
 FS0466
 FS0466                          SUPERSEDED SURVEY CONTROL
 FS0466
 FS0466  NGVD 29 (??/??/92) 1025.159  (m)         3363.38   (f) ADJ UNCH    1 1
 FS0466
 FS0466.Superseded values are not recommended for survey control.
 FS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0466.See file dsdata.txt to determine how the superseded data were derived.
 FS0466
 FS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV623840(NAD 83)
 FS0466_MARKER: DB = BENCH MARK DISK
 FS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0466_STAMPING: G 126 1935
 FS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0466+STABILITY: SURFACE MOTION
 FS0466
 FS0466  HISTORY     - Date     Condition        Report By
 FS0466  HISTORY     - 1935     MONUMENTED       CGS
 FS0466  HISTORY     - 1950     GOOD             NGS
 FS0466  HISTORY     - 1986     GOOD             USPSQD
 FS0466
 FS0466                          STATION DESCRIPTION
 FS0466
 FS0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0466'14.1 MI S FROM PIERCES FERRY.
 FS0466'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0466'RANGER STATION AT PIERCES FERRY, THENCE 13.6 MILES SOUTH ALONG
 FS0466'AN OLD ABANDONED ROAD, 0.1 MILE EAST OF THE PARK SERVICE ROAD,
 FS0466'0.05 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 12
 FS0466'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST OF A
 FS0466'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FS0466'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FS0466
 FS0466                          STATION RECOVERY (1986)
 FS0466
 FS0466'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0401 ***********************************************************************
 GR0401  DESIGNATION -  G 127
 GR0401  PID         -  GR0401
 GR0401  STATE/COUNTY-  AZ/MOHAVE
 GR0401  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0401
 GR0401                         *CURRENT SURVEY CONTROL
 GR0401  ___________________________________________________________________
 GR0401* NAD 83(1986)-  36 06 54.     (N)    114 01 22.     (W)     SCALED    
 GR0401* NAVD 88     -       497.086  (meters)    1630.86   (feet)  POSTED    
 GR0401  ___________________________________________________________________
 GR0401  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0401  DYNAMIC HT  -         496.580 (meters)    1629.20  (feet)  COMP
 GR0401  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 GR0401
 GR0401  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0401
 GR0401.The horizontal coordinates were scaled from a topographic map and have
 GR0401.an estimated accuracy of +/- 6 seconds.
 GR0401
 GR0401.The orthometric height was determined by differential leveling
 GR0401.and adjusted by the  in 1992.
 GR0401.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0401.rate of 0.0 thru 1.0 mm/km.
 GR0401
 GR0401.The geoid height was determined by GEOID03.
 GR0401
 GR0401.The dynamic height is computed by dividing the NAVD 88
 GR0401.geopotential number by the normal gravity value computed on the
 GR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0401.degrees latitude (g = 980.6199 gals.).
 GR0401
 GR0401.The modeled gravity was interpolated from observed gravity values.
 GR0401
 GR0401;                    North         East    Units  Estimated Accuracy
 GR0401;SPC AZ W     -   567,330.      188,800.      MT  (+/- 180 meters Scaled)
 GR0401
 GR0401                          SUPERSEDED SURVEY CONTROL
 GR0401
 GR0401  NGVD 29 (??/??/92)  496.397  (m)         1628.60   (f) ADJ UNCH    1 1
 GR0401
 GR0401.Superseded values are not recommended for survey control.
 GR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0401.See file dsdata.txt to determine how the superseded data were derived.
 GR0401
 GR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA679008(NAD 83)
 GR0401_MARKER: DB = BENCH MARK DISK
 GR0401_SETTING: 80 = SET IN A BOULDER
 GR0401_SP_SET: BOULDER
 GR0401_STAMPING: G 127 1935
 GR0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0401+STABILITY: SURFACE MOTION
 GR0401
 GR0401  HISTORY     - Date     Condition        Report By
 GR0401  HISTORY     - 1935     MONUMENTED       CGS
 GR0401  HISTORY     - 1950     GOOD             NGS
 GR0401
 GR0401                          STATION DESCRIPTION
 GR0401
 GR0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0401'1.2 MI SW FROM PIERCES FERRY.
 GR0401'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0401'STATION AT PIERCES FERRY, THENCE 0.7 MILE SOUTHWEST ALONG AN OLD
 GR0401'ABANDONED ROAD, AT THE EDGE OF THE EAST BANK OF A DEEP WASH, IN THE
 GR0401'TOP OF A LARGE GRANITE BOULDER, 18 FEET WEST OF THE CENTER LINE OF THE
 GR0401'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0432 ***********************************************************************
 FS0432  DESIGNATION -  G 128
 FS0432  PID         -  FS0432
 FS0432  STATE/COUNTY-  AZ/MOHAVE
 FS0432  USGS QUAD   -  GOLD BASIN (1989)
 FS0432
 FS0432                         *CURRENT SURVEY CONTROL
 FS0432  ___________________________________________________________________
 FS0432* NAD 83(1986)-  35 52 18.     (N)    114 10 09.     (W)     SCALED    
 FS0432* NAVD 88     -       769.686  (meters)    2525.21   (feet)  POSTED    
 FS0432  ___________________________________________________________________
 FS0432  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FS0432  DYNAMIC HT  -         768.850 (meters)    2522.47  (feet)  COMP
 FS0432  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 FS0432
 FS0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0432
 FS0432.The horizontal coordinates were scaled from a topographic map and have
 FS0432.an estimated accuracy of +/- 6 seconds.
 FS0432
 FS0432.The orthometric height was determined by differential leveling
 FS0432.and adjusted by the  in 1992.
 FS0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0432.rate of 0.0 thru 1.0 mm/km.
 FS0432
 FS0432.The geoid height was determined by GEOID03.
 FS0432
 FS0432.The dynamic height is computed by dividing the NAVD 88
 FS0432.geopotential number by the normal gravity value computed on the
 FS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0432.degrees latitude (g = 980.6199 gals.).
 FS0432
 FS0432.The modeled gravity was interpolated from observed gravity values.
 FS0432
 FS0432;                    North         East    Units  Estimated Accuracy
 FS0432;SPC AZ W     -   540,370.      175,510.      MT  (+/- 180 meters Scaled)
 FS0432
 FS0432                          SUPERSEDED SURVEY CONTROL
 FS0432
 FS0432  NGVD 29 (??/??/92)  768.978  (m)         2522.89   (f) ADJ UNCH    1 1
 FS0432
 FS0432.Superseded values are not recommended for survey control.
 FS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0432.See file dsdata.txt to determine how the superseded data were derived.
 FS0432
 FS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV555734(NAD 83)
 FS0432_MARKER: DB = BENCH MARK DISK
 FS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0432_STAMPING: G 128 1935
 FS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0432+STABILITY: SURFACE MOTION
 FS0432
 FS0432  HISTORY     - Date     Condition        Report By
 FS0432  HISTORY     - 1935     MONUMENTED       CGS
 FS0432  HISTORY     - 1950     GOOD             NGS
 FS0432  HISTORY     - 19870127 GOOD             USPSQD
 FS0432
 FS0432                          STATION DESCRIPTION
 FS0432
 FS0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0432'11.7 MI S FROM MOUTH OF HUALPAI WASH.
 FS0432'11.7 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0432'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, 0.4 MILE SOUTH OF
 FS0432'THE JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, ON A BRUSH-COVERED
 FS0432'SAND BAR IN HUALPAI WASH, 135 FEET WEST OF THE CENTER LINE OF THE
 FS0432'ROAD, 2.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 FS0432'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 FS0432'THE GROUND.
 FS0432
 FS0432                          STATION RECOVERY (1987)
 FS0432
 FS0432'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0297 ***********************************************************************
 GR0297  DESIGNATION -  G 129
 GR0297  PID         -  GR0297
 GR0297  STATE/COUNTY-  AZ/MOHAVE
 GR0297  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0297
 GR0297                         *CURRENT SURVEY CONTROL
 GR0297  ___________________________________________________________________
 GR0297* NAD 83(1986)-  36 00 18.     (N)    114 08 00.     (W)     SCALED    
 GR0297* NAVD 88     -       387.637  (meters)    1271.77   (feet)  POSTED    
 GR0297  ___________________________________________________________________
 GR0297  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR0297  DYNAMIC HT  -         387.250 (meters)    1270.50  (feet)  COMP
 GR0297  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 GR0297
 GR0297  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0297
 GR0297.The horizontal coordinates were scaled from a topographic map and have
 GR0297.an estimated accuracy of +/- 6 seconds.
 GR0297
 GR0297.The orthometric height was determined by differential leveling
 GR0297.and adjusted by the  in 1992.
 GR0297.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0297.rate of 1.1 thru 2.0 mm/km.
 GR0297
 GR0297.The geoid height was determined by GEOID03.
 GR0297
 GR0297.The dynamic height is computed by dividing the NAVD 88
 GR0297.geopotential number by the normal gravity value computed on the
 GR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0297.degrees latitude (g = 980.6199 gals.).
 GR0297
 GR0297.The modeled gravity was interpolated from observed gravity values.
 GR0297
 GR0297;                    North         East    Units  Estimated Accuracy
 GR0297;SPC AZ W     -   555,150.      178,800.      MT  (+/- 180 meters Scaled)
 GR0297
 GR0297                          SUPERSEDED SURVEY CONTROL
 GR0297
 GR0297  NGVD 29 (??/??/92)  387.02   (m)         1269.7    (f) COMPUTED    1 2
 GR0297
 GR0297.Superseded values are not recommended for survey control.
 GR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0297.See file dsdata.txt to determine how the superseded data were derived.
 GR0297
 GR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV583883(NAD 83)
 GR0297_MARKER: DB = BENCH MARK DISK
 GR0297_SETTING: 66 = SET IN ROCK OUTCROP
 GR0297_SP_SET: WHITE ROCK
 GR0297_STAMPING: G 129 1935
 GR0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0297+STABILITY: POSITION/ELEVATION WELL
 GR0297
 GR0297  HISTORY     - Date     Condition        Report By
 GR0297  HISTORY     - 1935     MONUMENTED       CGS
 GR0297  HISTORY     - 1979     GOOD             USGS
 GR0297
 GR0297                          STATION DESCRIPTION
 GR0297
 GR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GR0297'54.4 MI N FROM HACKBERRY.
 GR0297'37.3 MI. N. ALONG ROAD TO PIERCES FERRY, THENCE 17.1 MI. N. ALONG ROAD
 GR0297'TO GREGGS FERRY, VIA HUALPAI WASH.  50 FT. W. OF CENTER LINE OF ROAD,
 GR0297'ON W. EDGE OF WASH, 20 FT. S. OF CLUMP OF MESQUITE TREES, AND IN TOP
 GR0297'OF LARGE WHITE ROCK.
 GR0297
 GR0297                          STATION RECOVERY (1979)
 GR0297
 GR0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0297'REPORTED NOT RECOVERED AND DESTROYED IN PREVIOUS REPORT. STATION MARK
 GR0297'WAS FOUND IN GOOD CONDITION. ABOUT 0.3 MILE NORTH OF THE HIGH WATER
 GR0297'LINE OF LAKE MEAD AT HUALAPAI WASH, ON THE WEST SIDE OF THE CANYON IN
 GR0297'A LARGE BOULDER CEMENTED INTO A DRILL HOLE ABOUT 1 METER ABOVE THE
 GR0297'WASH, THIS BM IS ABOUT 501 FEET SOUTH OF BM 1-289 DESCRIBED AS .95
 GR0297'MILE SOUTH OF THE MOUTH OF HUALAPAI WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0768 ***********************************************************************
 DV0768  DESIGNATION -  G 13
 DV0768  PID         -  DV0768
 DV0768  STATE/COUNTY-  AZ/MARICOPA
 DV0768  USGS QUAD   -  TONOPAH (1984)
 DV0768
 DV0768                         *CURRENT SURVEY CONTROL
 DV0768  ___________________________________________________________________
 DV0768* NAD 83(1986)-  33 26 10.     (N)    112 53 18.     (W)     SCALED    
 DV0768* NAVD 88     -       308.066  (meters)    1010.71   (feet)  ADJUSTED  
 DV0768  ___________________________________________________________________
 DV0768  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV0768  DYNAMIC HT  -         307.709 (meters)    1009.54  (feet)  COMP
 DV0768  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 DV0768
 DV0768  VERT ORDER  -  FIRST     CLASS II
 DV0768
 DV0768.The horizontal coordinates were scaled from a topographic map and have
 DV0768.an estimated accuracy of +/- 6 seconds.
 DV0768
 DV0768.The orthometric height was determined by differential leveling
 DV0768.and adjusted in June 1991.
 DV0768
 DV0768.The geoid height was determined by GEOID03.
 DV0768
 DV0768.The dynamic height is computed by dividing the NAVD 88
 DV0768.geopotential number by the normal gravity value computed on the
 DV0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0768.degrees latitude (g = 980.6199 gals.).
 DV0768
 DV0768.The modeled gravity was interpolated from observed gravity values.
 DV0768
 DV0768;                    North         East    Units  Estimated Accuracy
 DV0768;SPC AZ C     -   270,540.      123,010.      MT  (+/- 180 meters Scaled)
 DV0768
 DV0768                          SUPERSEDED SURVEY CONTROL
 DV0768
 DV0768  NGVD 29 (??/??/92)  307.472  (m)         1008.76   (f) ADJ UNCH    1 2
 DV0768
 DV0768.Superseded values are not recommended for survey control.
 DV0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0768.See file dsdata.txt to determine how the superseded data were derived.
 DV0768
 DV0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC244012(NAD 83)
 DV0768_MARKER: DB = BENCH MARK DISK
 DV0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0768_STAMPING: G 13 1927 1008.722
 DV0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0768+STABILITY: SURFACE MOTION
 DV0768
 DV0768  HISTORY     - Date     Condition        Report By
 DV0768  HISTORY     - 1927     MONUMENTED       CGS
 DV0768  HISTORY     - 1967     GOOD             NGS
 DV0768  HISTORY     - 1981     GOOD             NGS
 DV0768  HISTORY     - 20090117 POOR             GEOCAC
 DV0768
 DV0768                          STATION DESCRIPTION
 DV0768
 DV0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0768'11.5 MI NW FROM HASSAYAMPA.
 DV0768'11.5 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0768'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 8, T 1 N, R 6 W,
 DV0768'0.4 MILE NORTHWEST OF A FARMHOUSE AND A METAL WINDMILL, 105 YARDS
 DV0768'NORTHWEST OF POWER POLE NUMBER 6 WHICH IS BRACED BY A BRACE POLE, 48
 DV0768'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 113 FEET SOUTHEAST OF
 DV0768'THE SOUTHWEST END OF THE MORE SOUTHEASTERLY OF 2 CONCRETE PIPE
 DV0768'CULVERTS, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 DV0768'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DV0768'WHICH PROJECTS 7 INCHES.
 DV0768
 DV0768                          STATION RECOVERY (1981)
 DV0768
 DV0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0768'RECOVERED IN GOOD CONDITION.
 DV0768
 DV0768                          STATION RECOVERY (2009)
 DV0768
 DV0768'RECOVERY NOTE BY GEOCACHING 2009 (RHT)
 DV0768'ORIGINAL DESCRIPTION IS NO LONGER VALID. GPS READ WITHIN 10 FT AT
 DV0768'MARK. FROM THE INTERSECTION OF WINTERSBURG RD AND SALOME HWGY, PROCEED
 DV0768'1.4 MILES NW TO STATION ON LEFT APPROX 40 SW OF CENTERLINE OF ROAD.
 DV0768'NOTE THE MONUMENT HAS A BIG CHINK TAKEN OUT OF ONE CORNER ALTHOUGH THE
 DV0768'MARK ITSELF APPEARS TO BE STABLE AND UNDISTURBED.
 DV0768' 
 DV0768' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0121 ***********************************************************************
 GQ0121  DESIGNATION -  G 130
 GQ0121  PID         -  GQ0121
 GQ0121  STATE/COUNTY-  AZ/MOHAVE
 GQ0121  USGS QUAD   -  GYP HILLS (1971)
 GQ0121
 GQ0121                         *CURRENT SURVEY CONTROL
 GQ0121  ___________________________________________________________________
 GQ0121* NAD 83(1986)-  36 17 59.     (N)    113 55 25.     (W)     SCALED    
 GQ0121* NAVD 88     -       613.649  (meters)    2013.28   (feet)  POSTED    
 GQ0121  ___________________________________________________________________
 GQ0121  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GQ0121  DYNAMIC HT  -         613.010 (meters)    2011.18  (feet)  COMP
 GQ0121  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 GQ0121
 GQ0121  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0121
 GQ0121.The horizontal coordinates were scaled from a topographic map and have
 GQ0121.an estimated accuracy of +/- 6 seconds.
 GQ0121
 GQ0121.The orthometric height was determined by differential leveling
 GQ0121.and adjusted by the  in 1992.
 GQ0121.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0121.rate of 0.0 thru 1.0 mm/km.
 GQ0121
 GQ0121.The geoid height was determined by GEOID03.
 GQ0121
 GQ0121.The dynamic height is computed by dividing the NAVD 88
 GQ0121.geopotential number by the normal gravity value computed on the
 GQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0121.degrees latitude (g = 980.6199 gals.).
 GQ0121
 GQ0121.The modeled gravity was interpolated from observed gravity values.
 GQ0121
 GQ0121;                    North         East    Units  Estimated Accuracy
 GQ0121;SPC AZ W     -   587,800.      197,770.      MT  (+/- 180 meters Scaled)
 GQ0121
 GQ0121                          SUPERSEDED SURVEY CONTROL
 GQ0121
 GQ0121  NGVD 29 (??/??/92)  612.949  (m)         2010.98   (f) ADJ UNCH    1 1
 GQ0121
 GQ0121.Superseded values are not recommended for survey control.
 GQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0121.See file dsdata.txt to determine how the superseded data were derived.
 GQ0121
 GQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF374211(NAD 83)
 GQ0121_MARKER: DB = BENCH MARK DISK
 GQ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0121_STAMPING: G 130 1935
 GQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0121+STABILITY: SURFACE MOTION
 GQ0121
 GQ0121  HISTORY     - Date     Condition        Report By
 GQ0121  HISTORY     - 1935     MONUMENTED       CGS
 GQ0121  HISTORY     - 1950     GOOD             NGS
 GQ0121
 GQ0121                          STATION DESCRIPTION
 GQ0121
 GQ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0121'48.5 MI SE FROM RIVERSIDE, NV.
 GQ0121'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0121'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0121'THENCE 8.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0121'FERRY ROAD, 0.65 MILE SOUTHEAST OF THE Y JUNCTION OF A DIRT ROAD
 GQ0121'LEADING SOUTH, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3
 GQ0121'FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 GQ0121'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 GQ0121'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0322 ***********************************************************************
 ET0322  DESIGNATION -  G 131
 ET0322  PID         -  ET0322
 ET0322  STATE/COUNTY-  AZ/YAVAPAI
 ET0322  USGS QUAD   -  ESTLER PEAK (1974)
 ET0322
 ET0322                         *CURRENT SURVEY CONTROL
 ET0322  ___________________________________________________________________
 ET0322* NAD 83(1986)-  34 27 42.     (N)    112 05 32.     (W)     SCALED    
 ET0322* NAVD 88     -      1336.15   (+/-2cm)    4383.7    (feet)  VERTCON   
 ET0322  ___________________________________________________________________
 ET0322  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ET0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0322
 ET0322.The horizontal coordinates were scaled from a topographic map and have
 ET0322.an estimated accuracy of +/- 6 seconds.
 ET0322
 ET0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0322.The vertical order pertains to the NGVD 29 superseded value.
 ET0322
 ET0322.The geoid height was determined by GEOID03.
 ET0322
 ET0322;                    North         East    Units  Estimated Accuracy
 ET0322;SPC AZ C     -   383,870.      197,230.      MT  (+/- 180 meters Scaled)
 ET0322
 ET0322                          SUPERSEDED SURVEY CONTROL
 ET0322
 ET0322  NGVD 29 (??/??/92) 1335.406  (m)         4381.24   (f) ADJ UNCH    2 0
 ET0322
 ET0322.Superseded values are not recommended for survey control.
 ET0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0322.See file dsdata.txt to determine how the superseded data were derived.
 ET0322
 ET0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD996138(NAD 83)
 ET0322_MARKER: DB = BENCH MARK DISK
 ET0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0322_STAMPING: G 131 1935
 ET0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0322+STABILITY: SURFACE MOTION
 ET0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0322+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 ET0322
 ET0322  HISTORY     - Date     Condition        Report By
 ET0322  HISTORY     - 1935     MONUMENTED       CGS
 ET0322  HISTORY     - 20080703 GOOD             GEOCAC
 ET0322
 ET0322                          STATION DESCRIPTION
 ET0322
 ET0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0322'7.7 MI W FROM DUGAS.
 ET0322'7.7 MILES WEST ALONG A ROAD FROM DUGAS, YAVAPAI COUNTY, THENCE 4.2
 ET0322'MILES NORTHWEST ALONG THE DEWEY ROAD, 0.6 MILE SOUTH OF A STOCK
 ET0322'DRIVEWAY MONUMENT, AT THE TOP OF A HILL, AND 35 FEET WEST OF THE
 ET0322'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 131 1935 AND SET
 ET0322'IN THE TOP OF A CONCRETE POST.
 ET0322
 ET0322                          STATION RECOVERY (2008)
 ET0322
 ET0322'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0322'RECOVERED IN GOOD CONDITION BUT SURFACE OF DISK HAS BEEN MARRED AND
 ET0322'STAMPED NAME IS NO
 ET0322'LONGER LEGIBLE. HANDHELD GPSR INDICATED COORDINATES AS N 34 27.692 W
 ET0322'112 05.539.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0353 ***********************************************************************
 ES0353  DESIGNATION -  G 132
 ES0353  PID         -  ES0353
 ES0353  STATE/COUNTY-  AZ/YAVAPAI
 ES0353  USGS QUAD   -  DUGAS (1967)
 ES0353
 ES0353                         *CURRENT SURVEY CONTROL
 ES0353  ___________________________________________________________________
 ES0353* NAD 83(1986)-  34 21 48.     (N)    111 58 51.     (W)     SCALED    
 ES0353* NAVD 88     -      1209.06   (+/-2cm)    3966.7    (feet)  VERTCON   
 ES0353  ___________________________________________________________________
 ES0353  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0353
 ES0353.The horizontal coordinates were scaled from a topographic map and have
 ES0353.an estimated accuracy of +/- 6 seconds.
 ES0353
 ES0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0353.The vertical order pertains to the NGVD 29 superseded value.
 ES0353
 ES0353.The geoid height was determined by GEOID03.
 ES0353
 ES0353;                    North         East    Units  Estimated Accuracy
 ES0353;SPC AZ C     -   372,960.      207,460.      MT  (+/- 180 meters Scaled)
 ES0353
 ES0353                          SUPERSEDED SURVEY CONTROL
 ES0353
 ES0353  NGVD 29 (??/??/92) 1208.339  (m)         3964.36   (f) ADJ UNCH    2 0
 ES0353
 ES0353.Superseded values are not recommended for survey control.
 ES0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0353.See file dsdata.txt to determine how the superseded data were derived.
 ES0353
 ES0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD098028(NAD 83)
 ES0353_MARKER: DB = BENCH MARK DISK
 ES0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0353_STAMPING: G 132 1935
 ES0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0353+STABILITY: SURFACE MOTION
 ES0353
 ES0353  HISTORY     - Date     Condition        Report By
 ES0353  HISTORY     - 1935     MONUMENTED       CGS
 ES0353  HISTORY     - 1952     GOOD             NGS
 ES0353  HISTORY     - 20080816 POOR             GEOCAC
 ES0353
 ES0353                          STATION DESCRIPTION
 ES0353
 ES0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0353'0.2 MI W FROM DUGAS RANCH.
 ES0353'0.2 MILE WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, AT A GATE, 27
 ES0353'FEET SOUTH OF THE CENTER OF THE GATE, 25 FEET SOUTHWEST OF THE CENTER
 ES0353'LINE OF THE ROAD, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 ES0353'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ES0353'1.0 FOOT ABOVE THE GROUND.
 ES0353
 ES0353                          STATION RECOVERY (2008)
 ES0353
 ES0353'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0353'GPSR COORDINATES (NAD 83) N34 21.805 W111 58.850
 ES0353'3,972 FT ASL.
 ES0353'THE MONUMENT IS VIRTUALLY OUT OF THE GROUND, BUT STILL UPRIGHT AND
 ES0353'LEVEL.  THE STATION APPEARS TO BE STABLE, BUT WITH MOST OF THE EARTH
 ES0353'ERODED AND GRADED AWAY FROM IT, IT MAY BECOME UNSTABLE SOON.  THE GATE
 ES0353'MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0281 ***********************************************************************
 ET0281  DESIGNATION -  G 133
 ET0281  PID         -  ET0281
 ET0281  STATE/COUNTY-  AZ/YAVAPAI
 ET0281  USGS QUAD   -  JOES HILL (1969)
 ET0281
 ET0281                         *CURRENT SURVEY CONTROL
 ET0281  ___________________________________________________________________
 ET0281* NAD 83(1986)-  34 09 16.     (N)    112 00 33.     (W)     SCALED    
 ET0281* NAVD 88     -      1208.40   (+/-2cm)    3964.6    (feet)  VERTCON   
 ET0281  ___________________________________________________________________
 ET0281  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 ET0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0281
 ET0281.The horizontal coordinates were scaled from a topographic map and have
 ET0281.an estimated accuracy of +/- 6 seconds.
 ET0281
 ET0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0281.The vertical order pertains to the NGVD 29 superseded value.
 ET0281
 ET0281.The geoid height was determined by GEOID03.
 ET0281
 ET0281;                    North         East    Units  Estimated Accuracy
 ET0281;SPC AZ C     -   349,790.      204,830.      MT  (+/- 180 meters Scaled)
 ET0281
 ET0281                          SUPERSEDED SURVEY CONTROL
 ET0281
 ET0281  NGVD 29 (??/??/92) 1207.744  (m)         3962.41   (f) ADJ UNCH    2 0
 ET0281
 ET0281.Superseded values are not recommended for survey control.
 ET0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0281.See file dsdata.txt to determine how the superseded data were derived.
 ET0281
 ET0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC069797(NAD 83)
 ET0281_MARKER: DB = BENCH MARK DISK
 ET0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0281_STAMPING: G 133 1935
 ET0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0281+STABILITY: SURFACE MOTION
 ET0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0281+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2008
 ET0281
 ET0281  HISTORY     - Date     Condition        Report By
 ET0281  HISTORY     - 1935     MONUMENTED       CGS
 ET0281  HISTORY     - 1952     GOOD             NGS
 ET0281  HISTORY     - 20080302 GOOD             GEOCAC
 ET0281
 ET0281                          STATION DESCRIPTION
 ET0281
 ET0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0281'20.4 MI SE FROM CORDES.
 ET0281'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0281'STORE AT CORDES, THENCE 5.5 MILES SOUTH ALONG A TRACK ROAD, 0.2 MILE
 ET0281'NORTHWEST OF A POWER LINE CROSSING, 0.1 MILE WEST OF THE DUAL POLED
 ET0281'POWER LINE, ACROSS THE ROAD FROM A SMALL MESQUITE THICKET, ON THE
 ET0281'NORTH SLOPE OF A GRASSY FLAT, 32 FEET WEST OF THE CENTER LINE OF AND
 ET0281'ABOUT LEVEL WITH THE ROAD, 2.6 FEET NORTH OF A WITNESS POST, AND SET
 ET0281'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0281
 ET0281                          STATION RECOVERY (2008)
 ET0281
 ET0281'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ET0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0613 ***********************************************************************
 GR0613  DESIGNATION -  G 134
 GR0613  PID         -  GR0613
 GR0613  STATE/COUNTY-  AZ/MOHAVE
 GR0613  USGS QUAD   -  HOOVER DAM (1997)
 GR0613
 GR0613                         *CURRENT SURVEY CONTROL
 GR0613  ___________________________________________________________________
 GR0613* NAD 83(1986)-  36 00 07.     (N)    114 43 32.     (W)     SCALED    
 GR0613* NAVD 88     -       374.559  (meters)    1228.87   (feet)  POSTED    
 GR0613  ___________________________________________________________________
 GR0613  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0613  DYNAMIC HT  -         374.190 (meters)    1227.65  (feet)  COMP
 GR0613  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 GR0613
 GR0613  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0613
 GR0613.The horizontal coordinates were scaled from a topographic map and have
 GR0613.an estimated accuracy of +/- 6 seconds.
 GR0613
 GR0613.The orthometric height was determined by differential leveling
 GR0613.and adjusted by the  in 1992.
 GR0613.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0613.rate greater than 8.0 mm/km.
 GR0613
 GR0613.The geoid height was determined by GEOID03.
 GR0613
 GR0613.The dynamic height is computed by dividing the NAVD 88
 GR0613.geopotential number by the normal gravity value computed on the
 GR0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0613.degrees latitude (g = 980.6199 gals.).
 GR0613
 GR0613.The modeled gravity was interpolated from observed gravity values.
 GR0613
 GR0613;                    North         East    Units  Estimated Accuracy
 GR0613;SPC AZ W     -   555,190.      125,410.      MT  (+/- 180 meters Scaled)
 GR0613
 GR0613                          SUPERSEDED SURVEY CONTROL
 GR0613
 GR0613  NGVD 29 (??/??/92)  373.857  (m)         1226.56   (f) ADJ UNCH    1 1
 GR0613
 GR0613.Superseded values are not recommended for survey control.
 GR0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0613.See file dsdata.txt to determine how the superseded data were derived.
 GR0613
 GR0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV050865(NAD 83)
 GR0613_MARKER: DB = BENCH MARK DISK
 GR0613_SETTING: 66 = SET IN ROCK OUTCROP
 GR0613_SP_SET: RED OUTCROP
 GR0613_STAMPING: G 134 1935
 GR0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0613+STABILITY: POSITION/ELEVATION WELL
 GR0613
 GR0613  HISTORY     - Date     Condition        Report By
 GR0613  HISTORY     - 1935     MONUMENTED       CGS
 GR0613  HISTORY     - 1950     GOOD             NGS
 GR0613  HISTORY     - 1963     GOOD             NGS
 GR0613
 GR0613                          STATION DESCRIPTION
 GR0613
 GR0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0613'2.2 MI SE FROM HOOVER DAM.
 GR0613'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0613'(ARIZONA) END OF HOOVER DAM, THENCE 0.2 MILE WEST ALONG AN ABANDONED
 GR0613'HOOVER DAM CONSTRUCTION ROAD, 0.1 MILE SOUTHWEST OF B. M. C 256, ABOUT
 GR0613'14 YARD SOUTH OF A POINT WHERE THE ROAD LEAVES A WASH AND CURVES
 GR0613'UPGRADE, IN THE TOP OF A RED OUTCROP, 12 FEET WEST OF THE CENTER LINE
 GR0613'OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 GR0613
 GR0613                          STATION RECOVERY (1963)
 GR0613
 GR0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0079 ***********************************************************************
 FS0079  DESIGNATION -  G 135
 FS0079  PID         -  FS0079
 FS0079  STATE/COUNTY-  AZ/MOHAVE
 FS0079  USGS QUAD   -  MOUNT WILSON (1989)
 FS0079
 FS0079                         *CURRENT SURVEY CONTROL
 FS0079  ___________________________________________________________________
 FS0079* NAD 83(1986)-  35 54 10.     (N)    114 36 54.     (W)     SCALED    
 FS0079* NAVD 88     -       673.778  (meters)    2210.55   (feet)  POSTED    
 FS0079  ___________________________________________________________________
 FS0079  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0079  DYNAMIC HT  -         673.090 (meters)    2208.30  (feet)  COMP
 FS0079  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 FS0079
 FS0079  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0079
 FS0079.The horizontal coordinates were scaled from a topographic map and have
 FS0079.an estimated accuracy of +/- 6 seconds.
 FS0079
 FS0079.The orthometric height was determined by differential leveling
 FS0079.and adjusted by the  in 1992.
 FS0079.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0079.rate of 0.0 thru 1.0 mm/km.
 FS0079
 FS0079.The geoid height was determined by GEOID03.
 FS0079
 FS0079.The dynamic height is computed by dividing the NAVD 88
 FS0079.geopotential number by the normal gravity value computed on the
 FS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0079.degrees latitude (g = 980.6199 gals.).
 FS0079
 FS0079.The modeled gravity was interpolated from observed gravity values.
 FS0079
 FS0079;                    North         East    Units  Estimated Accuracy
 FS0079;SPC AZ W     -   544,090.      135,280.      MT  (+/- 180 meters Scaled)
 FS0079
 FS0079                          SUPERSEDED SURVEY CONTROL
 FS0079
 FS0079  NGVD 29 (??/??/92)  673.071  (m)         2208.23   (f) ADJ UNCH    1 1
 FS0079
 FS0079.Superseded values are not recommended for survey control.
 FS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0079.See file dsdata.txt to determine how the superseded data were derived.
 FS0079
 FS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV152757(NAD 83)
 FS0079_MARKER: DB = BENCH MARK DISK
 FS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0079_STAMPING: G 135 1935
 FS0079_MARK LOGO: CGS   
 FS0079_PROJECTION: PROJECTING 7 CENTIMETERS
 FS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0079+STABILITY: SURFACE MOTION
 FS0079
 FS0079  HISTORY     - Date     Condition        Report By
 FS0079  HISTORY     - 1935     MONUMENTED       CGS
 FS0079  HISTORY     - 1950     GOOD             NGS
 FS0079  HISTORY     - 1963     GOOD             NGS
 FS0079  HISTORY     - 1981     GOOD             NGS
 FS0079  HISTORY     - 19870519 MARK NOT FOUND   USPSQD
 FS0079
 FS0079                          STATION DESCRIPTION
 FS0079
 FS0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0079'11.6 MI SE FROM HOOVER DAM.
 FS0079'11.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0079'(ARIZONA) END OF HOOVER DAM, 50 FEET EAST OF THE SOUTHEAST END OF
 FS0079'A GUARD RAIL, 60 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FS0079'A DRY WASH, 36.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0079'1.9 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 FS0079'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FS0079'FOOT ABOVE THE GROUND.
 FS0079
 FS0079                          STATION RECOVERY (1963)
 FS0079
 FS0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0079'RECOVERED IN GOOD CONDITION.
 FS0079
 FS0079                          STATION RECOVERY (1981)
 FS0079
 FS0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0079'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0079'OF HOOVER DAM, THENCE 2.15 KM (1.35 MI) SOUTHEAST ALONG THE OLD
 FS0079'HIGHWAY, 18.3 METERS (60 FT) SOUTHEAST OF THE CENTER OF A DRY WASH,
 FS0079'11.0 METERS (36 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 FS0079'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 FS0079'THE MARK IS 0.9 M ABOVE THE OLD HIGHWAY.
 FS0079
 FS0079                          STATION RECOVERY (1987)
 FS0079
 FS0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0255 ***********************************************************************
 DT0255  DESIGNATION -  G 136
 DT0255  PID         -  DT0255
 DT0255  STATE/COUNTY-  AZ/APACHE
 DT0255  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0255
 DT0255                         *CURRENT SURVEY CONTROL
 DT0255  ___________________________________________________________________
 DT0255* NAD 83(1986)-  33 53 06.     (N)    109 29 08.     (W)     SCALED    
 DT0255* NAVD 88     -      2773.309  (meters)    9098.76   (feet)  ADJUSTED  
 DT0255  ___________________________________________________________________
 DT0255  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DT0255  DYNAMIC HT  -        2768.630 (meters)    9083.41  (feet)  COMP
 DT0255  MODELED GRAV-     978,847.9   (mgal)                       NAVD 88
 DT0255
 DT0255  VERT ORDER  -  SECOND    CLASS 0
 DT0255
 DT0255.The horizontal coordinates were scaled from a topographic map and have
 DT0255.an estimated accuracy of +/- 6 seconds.
 DT0255
 DT0255.The orthometric height was determined by differential leveling
 DT0255.and adjusted in June 1991.
 DT0255
 DT0255.The geoid height was determined by GEOID03.
 DT0255
 DT0255.The dynamic height is computed by dividing the NAVD 88
 DT0255.geopotential number by the normal gravity value computed on the
 DT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0255.degrees latitude (g = 980.6199 gals.).
 DT0255
 DT0255.The modeled gravity was interpolated from observed gravity values.
 DT0255
 DT0255;                    North         East    Units  Estimated Accuracy
 DT0255;SPC AZ E     -   320,110.      276,360.      MT  (+/- 180 meters Scaled)
 DT0255
 DT0255                          SUPERSEDED SURVEY CONTROL
 DT0255
 DT0255  NGVD 29 (??/??/92) 2772.052  (m)         9094.64   (f) ADJ UNCH    2 0
 DT0255
 DT0255.Superseded values are not recommended for survey control.
 DT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0255.See file dsdata.txt to determine how the superseded data were derived.
 DT0255
 DT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC400504(NAD 83)
 DT0255_MARKER: DB = BENCH MARK DISK
 DT0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0255_STAMPING: G-136 1935
 DT0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0255+STABILITY: SURFACE MOTION
 DT0255
 DT0255  HISTORY     - Date     Condition        Report By
 DT0255  HISTORY     - 1935     MONUMENTED       CGS
 DT0255
 DT0255                          STATION DESCRIPTION
 DT0255
 DT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0255'1.1 MI SW FROM THOMPSON RANCH.
 DT0255'ON THE ROAD TO RESERVATION RANCH, ABOUT HALF WAY UP A MOUNTAIN SIDE,
 DT0255'A SMALL CLEARING, 22 FEET SW OF THE CENTERLINE OF THE ROAD, 18 FT N OF
 DT0255'A 10 INCH PINE TREE, 18 FT W OF A 12 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0285 ***********************************************************************
 DT0285  DESIGNATION -  G 137
 DT0285  PID         -  DT0285
 DT0285  STATE/COUNTY-  AZ/GREENLEE
 DT0285  USGS QUAD   -  BEAVERHEAD (1991)
 DT0285
 DT0285                         *CURRENT SURVEY CONTROL
 DT0285  ___________________________________________________________________
 DT0285* NAD 83(1986)-  33 41 51.     (N)    109 12 52.     (W)     SCALED    
 DT0285* NAVD 88     -      2446.668  (meters)    8027.11   (feet)  ADJUSTED  
 DT0285  ___________________________________________________________________
 DT0285  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DT0285  DYNAMIC HT  -        2442.635 (meters)    8013.88  (feet)  COMP
 DT0285  MODELED GRAV-     978,899.8   (mgal)                       NAVD 88
 DT0285
 DT0285  VERT ORDER  -  SECOND    CLASS 0
 DT0285
 DT0285.The horizontal coordinates were scaled from a topographic map and have
 DT0285.an estimated accuracy of +/- 6 seconds.
 DT0285
 DT0285.The orthometric height was determined by differential leveling
 DT0285.and adjusted in June 1991.
 DT0285
 DT0285.The geoid height was determined by GEOID03.
 DT0285
 DT0285.The dynamic height is computed by dividing the NAVD 88
 DT0285.geopotential number by the normal gravity value computed on the
 DT0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0285.degrees latitude (g = 980.6199 gals.).
 DT0285
 DT0285.The modeled gravity was interpolated from observed gravity values.
 DT0285
 DT0285;                    North         East    Units  Estimated Accuracy
 DT0285;SPC AZ E     -   299,510.      301,630.      MT  (+/- 180 meters Scaled)
 DT0285
 DT0285                          SUPERSEDED SURVEY CONTROL
 DT0285
 DT0285  NGVD 29 (??/??/92) 2445.570  (m)         8023.51   (f) ADJ UNCH    2 0
 DT0285
 DT0285.Superseded values are not recommended for survey control.
 DT0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0285.See file dsdata.txt to determine how the superseded data were derived.
 DT0285
 DT0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC654300(NAD 83)
 DT0285_MARKER: DB = BENCH MARK DISK
 DT0285_SETTING: 66 = SET IN ROCK OUTCROP
 DT0285_SP_SET: LARGE ROCK
 DT0285_STAMPING: G-137 1935
 DT0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0285+STABILITY: POSITION/ELEVATION WELL
 DT0285
 DT0285  HISTORY     - Date     Condition        Report By
 DT0285  HISTORY     - 1935     MONUMENTED       CGS
 DT0285  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0285
 DT0285                          STATION DESCRIPTION
 DT0285
 DT0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0285'IN BEAVERHEAD LODGE.
 DT0285'ABOUT 0.3 MI W OF THE INTERSECTION WITH STATE HWY NO.71, 36 FT N OF
 DT0285'THE CENTERLINE OF THE ROAD, 30 FT W OF TWO 30 INCH PINE TREES, SET IN
 DT0285'A LARGE ROCK ABOUT 5 FT ABOVE THE ROAD SURFACE.
 DT0285
 DT0285                          STATION RECOVERY (2005)
 DT0285
 DT0285'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0285'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0461 ***********************************************************************
 CY0461  DESIGNATION -  G 14
 CY0461  PID         -  CY0461
 CY0461  STATE/COUNTY-  AZ/GRAHAM
 CY0461  USGS QUAD   -  FISHER HILLS (1979)
 CY0461
 CY0461                         *CURRENT SURVEY CONTROL
 CY0461  ___________________________________________________________________
 CY0461* NAD 83(1986)-  32 28 59.     (N)    109 31 48.     (W)     SCALED    
 CY0461* NAVD 88     -      1096.51   (+/-2cm)    3597.5    (feet)  VERTCON   
 CY0461  ___________________________________________________________________
 CY0461  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0461  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0461
 CY0461.The horizontal coordinates were scaled from a topographic map and have
 CY0461.an estimated accuracy of +/- 6 seconds.
 CY0461
 CY0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0461.The vertical order pertains to the NGVD 29 superseded value.
 CY0461
 CY0461.The geoid height was determined by GEOID03.
 CY0461
 CY0461;                    North         East    Units  Estimated Accuracy
 CY0461;SPC AZ E     -   164,610.      273,200.      MT  (+/- 180 meters Scaled)
 CY0461
 CY0461                          SUPERSEDED SURVEY CONTROL
 CY0461
 CY0461  NGVD 29 (??/??/92) 1095.799  (m)         3595.13   (f) ADJ UNCH    1 2
 CY0461
 CY0461.Superseded values are not recommended for survey control.
 CY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0461.See file dsdata.txt to determine how the superseded data were derived.
 CY0461
 CY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA381949(NAD 83)
 CY0461_MARKER: DB = BENCH MARK DISK
 CY0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0461_STAMPING: 3595.134 G 14
 CY0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0461+STABILITY: SURFACE MOTION
 CY0461
 CY0461  HISTORY     - Date     Condition        Report By
 CY0461  HISTORY     - 1932     MONUMENTED       CGS
 CY0461  HISTORY     - 1974     POOR             USGS
 CY0461
 CY0461                          STATION DESCRIPTION
 CY0461
 CY0461'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0461'8.6 MI S FROM TANQUE.
 CY0461'11.3 MI N. ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT
 CY0461'BOWIE, COCHISE COUNTY, 8.6 MI. S. ALONG THE SOUTHERN PACIFIC CO.
 CY0461'RAILROAD FROM TANQUE, GRAHAM COUNTY, 125 FEET EAST OF MILEPOST 1109,
 CY0461'89 FEET EAST OF THE CENTERLINE OF THE TRACK, 25 FEET WEST OF A ROAD
 CY0461'(CENTERLINE).  A STANDARD DISK, STAMPED 3595.134 G 14 AND SET IN THE
 CY0461'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  NOTE--
 CY0461'STAMPING ON TABLET PARTIALLY EFFACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0690 ***********************************************************************
 CZ0690  DESIGNATION -  G 140
 CZ0690  PID         -  CZ0690
 CZ0690  STATE/COUNTY-  AZ/PIMA
 CZ0690  USGS QUAD   -  MARANA (1992)
 CZ0690
 CZ0690                         *CURRENT SURVEY CONTROL
 CZ0690  ___________________________________________________________________
 CZ0690* NAD 83(1986)-  32 23 33.     (N)    111 14 52.     (W)     SCALED    
 CZ0690* NAVD 88     -       608.60   (+/-2cm)    1996.7    (feet)  VERTCON   
 CZ0690  ___________________________________________________________________
 CZ0690  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0690
 CZ0690.The horizontal coordinates were scaled from a topographic map and have
 CZ0690.an estimated accuracy of +/- 6 seconds.
 CZ0690
 CZ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0690.The vertical order pertains to the NGVD 29 superseded value.
 CZ0690
 CZ0690.The geoid height was determined by GEOID03.
 CZ0690
 CZ0690;                    North         East    Units  Estimated Accuracy
 CZ0690;SPC AZ C     -   154,580.      276,290.      MT  (+/- 180 meters Scaled)
 CZ0690
 CZ0690                          SUPERSEDED SURVEY CONTROL
 CZ0690
 CZ0690  NGVD 29 (??/??/92)  608.00   (m)         1994.7    (f) COMPUTED    2 0
 CZ0690
 CZ0690.Superseded values are not recommended for survey control.
 CZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0690.See file dsdata.txt to determine how the superseded data were derived.
 CZ0690
 CZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA766839(NAD 83)
 CZ0690_MARKER: DB = BENCH MARK DISK
 CZ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0690_STAMPING: G 140 1935
 CZ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0690+STABILITY: SURFACE MOTION
 CZ0690
 CZ0690  HISTORY     - Date     Condition        Report By
 CZ0690  HISTORY     - 1935     MONUMENTED       CGS
 CZ0690  HISTORY     - 1957     GOOD             USGS
 CZ0690  HISTORY     - 1967     GOOD             USGS
 CZ0690
 CZ0690                          STATION DESCRIPTION
 CZ0690
 CZ0690'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CZ0690'7.6 MI W FROM RILLITO.
 CZ0690'7.6 MILES WEST OF RILLITO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0690'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 0.2
 CZ0690'MILE SOUTHEAST ALONG STATE HIGHWAY 84, THENCE 1.3 MILES SOUTH ALONG A
 CZ0690'PRIVATE ROAD THROUGH THE ARIZONA PORTLAND CEMENT CO. PLANT, THENCE 4.3
 CZ0690'MILES WEST ALONG THE SILVERBELL ROAD ACROSS THE AIRSTRIP AT MARANA
 CZ0690'AUX. 2 AIRPORT, THENCE 1.6 MILES SOUTHWEST ALONG A DIRT ROAD, AND
 CZ0690'THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD.  IT IS AT THE INTERSECTION
 CZ0690'OF A NORTHWEST-AND SOUTHEAST GRAVEL ROAD, 130 FEET NORTH OF THE CENTER
 CZ0690'OF THE INTERSECTION, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.1
 CZ0690'FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 CZ0690'ROAD.  A STANDARD DISK, STAMPED G 140 1935 AND SET IN THE TOP OF A
 CZ0690'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 CZ0690
 CZ0690                          STATION RECOVERY (1967)
 CZ0690
 CZ0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0132 ***********************************************************************
 ES0132  DESIGNATION -  G 141
 ES0132  PID         -  ES0132
 ES0132  STATE/COUNTY-  AZ/NAVAJO
 ES0132  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0132
 ES0132                         *CURRENT SURVEY CONTROL
 ES0132  ___________________________________________________________________
 ES0132* NAD 83(1986)-  34 12 02.     (N)    110 01 05.     (W)     SCALED    
 ES0132* NAVD 88     -      2010.897  (meters)    6597.42   (feet)  ADJUSTED  
 ES0132  ___________________________________________________________________
 ES0132  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 ES0132  DYNAMIC HT  -        2007.886 (meters)    6587.54  (feet)  COMP
 ES0132  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 ES0132
 ES0132  VERT ORDER  -  SECOND    CLASS 0
 ES0132
 ES0132.The horizontal coordinates were scaled from a topographic map and have
 ES0132.an estimated accuracy of +/- 6 seconds.
 ES0132
 ES0132.The orthometric height was determined by differential leveling
 ES0132.and adjusted in June 1991.
 ES0132
 ES0132.The geoid height was determined by GEOID03.
 ES0132
 ES0132.The dynamic height is computed by dividing the NAVD 88
 ES0132.geopotential number by the normal gravity value computed on the
 ES0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0132.degrees latitude (g = 980.6199 gals.).
 ES0132
 ES0132.The modeled gravity was interpolated from observed gravity values.
 ES0132
 ES0132;                    North         East    Units  Estimated Accuracy
 ES0132;SPC AZ E     -   354,910.      227,060.      MT  (+/- 180 meters Scaled)
 ES0132
 ES0132                          SUPERSEDED SURVEY CONTROL
 ES0132
 ES0132  NGVD 29 (??/??/92) 2010.011  (m)         6594.51   (f) ADJ UNCH    2 0
 ES0132
 ES0132.Superseded values are not recommended for survey control.
 ES0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0132.See file dsdata.txt to determine how the superseded data were derived.
 ES0132
 ES0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC904848(NAD 83)
 ES0132_MARKER: DB = BENCH MARK DISK
 ES0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0132_STAMPING: G 141 1935
 ES0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0132+STABILITY: SURFACE MOTION
 ES0132
 ES0132  HISTORY     - Date     Condition        Report By
 ES0132  HISTORY     - 1935     MONUMENTED       CGS
 ES0132  HISTORY     - 1961     GOOD             USGS
 ES0132  HISTORY     - 1976     MARK NOT FOUND   USGS
 ES0132  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0132
 ES0132                          STATION DESCRIPTION
 ES0132
 ES0132'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ES0132'3.7 MI SE FROM SHOW LOW.
 ES0132'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 173 FROM THE JUNCTION OF STATE
 ES0132'HIGHWAY 173 AND US HIGHWAY 60 AT SHOW LOW, NAVAJO, ARIZONA. 560 FEET
 ES0132'SOUTHEAST OF THE TURN OFF TO SHOW LOW LAKE, 78 FEET SOUTHEAST OF A
 ES0132'STONE CULVERT, 27 FEET NORTHEAST OF CENTER OF HIGHWAY AND 18 FEET
 ES0132'SOUTHEAST OF A HIGHWAY SIGN SAYING SHOW LAKE TURNOFF 1000 FEET. A
 ES0132'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 ES0132
 ES0132                          STATION RECOVERY (1976)
 ES0132
 ES0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ES0132'MARK NOT FOUND.
 ES0132
 ES0132                          STATION RECOVERY (1983)
 ES0132
 ES0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0249 ***********************************************************************
 ES0249  DESIGNATION -  G 142
 ES0249  PID         -  ES0249
 ES0249  STATE/COUNTY-  AZ/COCONINO
 ES0249  USGS QUAD   -  CHEVELON BUTTE (1970)
 ES0249
 ES0249                         *CURRENT SURVEY CONTROL
 ES0249  ___________________________________________________________________
 ES0249* NAD 83(1986)-  34 39 09.     (N)    110 49 12.     (W)     SCALED    
 ES0249* NAVD 88     -      1908.167  (meters)    6260.38   (feet)  ADJUSTED  
 ES0249  ___________________________________________________________________
 ES0249  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ES0249  DYNAMIC HT  -        1905.386 (meters)    6251.25  (feet)  COMP
 ES0249  MODELED GRAV-     979,110.2   (mgal)                       NAVD 88
 ES0249
 ES0249  VERT ORDER  -  SECOND    CLASS 0
 ES0249
 ES0249.The horizontal coordinates were scaled from a topographic map and have
 ES0249.an estimated accuracy of +/- 6 seconds.
 ES0249
 ES0249.The orthometric height was determined by differential leveling
 ES0249.and adjusted in June 1991.
 ES0249
 ES0249.The geoid height was determined by GEOID03.
 ES0249
 ES0249.The dynamic height is computed by dividing the NAVD 88
 ES0249.geopotential number by the normal gravity value computed on the
 ES0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0249.degrees latitude (g = 980.6199 gals.).
 ES0249
 ES0249.The modeled gravity was interpolated from observed gravity values.
 ES0249
 ES0249;                    North         East    Units  Estimated Accuracy
 ES0249;SPC AZ C     -   405,570.      313,890.      MT  (+/- 180 meters Scaled)
 ES0249
 ES0249                          SUPERSEDED SURVEY CONTROL
 ES0249
 ES0249  NGVD 29 (??/??/92) 1907.20   (m)         6257.2    (f) COMPUTED    2 0
 ES0249
 ES0249.Superseded values are not recommended for survey control.
 ES0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0249.See file dsdata.txt to determine how the superseded data were derived.
 ES0249
 ES0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD164345(NAD 83)
 ES0249_MARKER: DB = BENCH MARK DISK
 ES0249_SETTING: 66 = SET IN ROCK OUTCROP
 ES0249_SP_SET: SANDSTONE OUTCROP
 ES0249_STAMPING: G-142 1935
 ES0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0249+STABILITY: POSITION/ELEVATION WELL
 ES0249
 ES0249  HISTORY     - Date     Condition        Report By
 ES0249  HISTORY     - 1935     MONUMENTED       CGS
 ES0249  HISTORY     - 1974     GOOD             AZDT
 ES0249
 ES0249                          STATION DESCRIPTION
 ES0249
 ES0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0249'8.2 MI NE FROM WALLACE RANGER STA RD JCT.
 ES0249'8.2 MI NE ALONG ROAD TO WINSLOW.  31.8 MI S.W. OF WINSLOW (UNION OIL
 ES0249'CO. PLANT).  1-3/4 MI NE. OF THE SPELMIRE RANCH HOUSE, 132 FEET W OF
 ES0249'THE CENTERLINE OF THE ROAD, AND SET IN A SANDSTONE OUTCROP.
 ES0249
 ES0249                          STATION RECOVERY (1974)
 ES0249
 ES0249'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ES0249'FROM P.O. IN WINSLOW, GO S. ON ARIZ HWYS, 87 AND 99 FOR 0.15 MILES,
 ES0249'UNDER THE SANTA FE RAILROAD. CONTINUE S. FOR 1.10 MILES (CROSSING THE
 ES0249'WINSLOW FLOOD CONTROL DIKE), TO THE JCT. OF 87 S. AND 99 S. EASTERLY.
 ES0249'TURN LEFT ON HWY 99, TOWARD CHEVELON RANGER STATION FOR 29.45 MILES
 ES0249'TO AN A.H.D. WITNESS POST AND SIGN ON THE RT., AT THE EDGE OF CEDARS.
 ES0249'THE BM IS 110 FT. N.W. OF THE SIGN IN A LARGE ROCK OUT-CROP FLUSH
 ES0249'WITH THE GROUND. NOTE-- THE RD. ALIGNMENT IN THIS AREA WAS MOVED S.E.
 ES0249'AND THIS BM WAS PREVIOUSLY REPORTED LOST OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0158 ***********************************************************************
 ES0158  DESIGNATION -  G 146
 ES0158  PID         -  ES0158
 ES0158  STATE/COUNTY-  AZ/NAVAJO
 ES0158  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0158
 ES0158                         *CURRENT SURVEY CONTROL
 ES0158  ___________________________________________________________________
 ES0158* NAD 83(1986)-  34 10 13.     (N)    110 05 54.     (W)     SCALED    
 ES0158* NAVD 88     -      1911.160  (meters)    6270.20   (feet)  ADJUSTED  
 ES0158  ___________________________________________________________________
 ES0158  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0158  DYNAMIC HT  -        1908.318 (meters)    6260.87  (feet)  COMP
 ES0158  MODELED GRAV-     979,080.4   (mgal)                       NAVD 88
 ES0158
 ES0158  VERT ORDER  -  SECOND    CLASS 0
 ES0158
 ES0158.The horizontal coordinates were scaled from a topographic map and have
 ES0158.an estimated accuracy of +/- 6 seconds.
 ES0158
 ES0158.The orthometric height was determined by differential leveling
 ES0158.and adjusted in June 1991.
 ES0158
 ES0158.The geoid height was determined by GEOID03.
 ES0158
 ES0158.The dynamic height is computed by dividing the NAVD 88
 ES0158.geopotential number by the normal gravity value computed on the
 ES0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0158.degrees latitude (g = 980.6199 gals.).
 ES0158
 ES0158.The modeled gravity was interpolated from observed gravity values.
 ES0158
 ES0158;                    North         East    Units  Estimated Accuracy
 ES0158;SPC AZ E     -   351,540.      219,660.      MT  (+/- 180 meters Scaled)
 ES0158
 ES0158                          SUPERSEDED SURVEY CONTROL
 ES0158
 ES0158  NGVD 29 (??/??/92) 1910.256  (m)         6267.23   (f) ADJ UNCH    2 0
 ES0158
 ES0158.Superseded values are not recommended for survey control.
 ES0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0158.See file dsdata.txt to determine how the superseded data were derived.
 ES0158
 ES0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC831814(NAD 83)
 ES0158_MARKER: DB = BENCH MARK DISK
 ES0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0158_SP_SET: CULVERT
 ES0158_STAMPING: G 146 1960
 ES0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0158
 ES0158  HISTORY     - Date     Condition        Report By
 ES0158  HISTORY     - 1960     MONUMENTED       CGS
 ES0158  HISTORY     - 1983     GOOD             NGS
 ES0158  HISTORY     - 19960919 GOOD             USPSQD
 ES0158
 ES0158                          STATION DESCRIPTION
 ES0158
 ES0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0158'7.8 MI SW FROM SHOW LOW.
 ES0158'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0158'SHOW LOW, THENCE 7.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0158'HIGHWAY 77, IN SECTION 15, R 21 E, T 9 N, SET IN THE TOP OF A
 ES0158'SANDSTONE ROCK OUTCROP, 68 FEET WEST OF THE CENTER LINE OF THE
 ES0158'HIGHWAY, 157 FEET NORTH OF THE WEST END OF A 36-INCH TUBULAR CULVERT,
 ES0158'35 FEET EAST OF A FENCE, AND ABOUT 3 FEET ABOVE THE HIGHWAY.
 ES0158
 ES0158                          STATION RECOVERY (1983)
 ES0158
 ES0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0158'RECOVERED IN GOOD CONDITION.
 ES0158
 ES0158                          STATION RECOVERY (1996)
 ES0158
 ES0158'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0033 ***********************************************************************
 DU0033  DESIGNATION -  G 147
 DU0033  PID         -  DU0033
 DU0033  STATE/COUNTY-  AZ/GILA
 DU0033  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0033
 DU0033                         *CURRENT SURVEY CONTROL
 DU0033  ___________________________________________________________________
 DU0033* NAD 83(1986)-  33 48 12.     (N)    110 29 16.     (W)     SCALED    
 DU0033* NAVD 88     -      1263.331  (meters)    4144.78   (feet)  ADJUSTED  
 DU0033  ___________________________________________________________________
 DU0033  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DU0033  DYNAMIC HT  -        1261.611 (meters)    4139.14  (feet)  COMP
 DU0033  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 DU0033
 DU0033  VERT ORDER  -  SECOND    CLASS 0
 DU0033
 DU0033.The horizontal coordinates were scaled from a topographic map and have
 DU0033.an estimated accuracy of +/- 6 seconds.
 DU0033
 DU0033.The orthometric height was determined by differential leveling
 DU0033.and adjusted in June 1991.
 DU0033
 DU0033.The geoid height was determined by GEOID03.
 DU0033
 DU0033.The dynamic height is computed by dividing the NAVD 88
 DU0033.geopotential number by the normal gravity value computed on the
 DU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0033.degrees latitude (g = 980.6199 gals.).
 DU0033
 DU0033.The modeled gravity was interpolated from observed gravity values.
 DU0033
 DU0033;                    North         East    Units  Estimated Accuracy
 DU0033;SPC AZ E     -   310,890.      183,630.      MT  (+/- 180 meters Scaled)
 DU0033
 DU0033                          SUPERSEDED SURVEY CONTROL
 DU0033
 DU0033  NGVD 29 (??/??/92) 1262.686  (m)         4142.66   (f) ADJ UNCH    2 0
 DU0033
 DU0033.Superseded values are not recommended for survey control.
 DU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0033.See file dsdata.txt to determine how the superseded data were derived.
 DU0033
 DU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC474404(NAD 83)
 DU0033_MARKER: DB = BENCH MARK DISK
 DU0033_SETTING: 66 = SET IN ROCK OUTCROP
 DU0033_SP_SET: ROCK LEDGE
 DU0033_STAMPING: G 147 1960
 DU0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0033+STABILITY: POSITION/ELEVATION WELL
 DU0033
 DU0033  HISTORY     - Date     Condition        Report By
 DU0033  HISTORY     - 1960     MONUMENTED       CGS
 DU0033  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0033  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0033
 DU0033                          STATION DESCRIPTION
 DU0033
 DU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0033'8.35 MI N FROM SENECA.
 DU0033'ABOUT 8.35 MILES NORTH ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0033'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT THE
 DU0033'NORTHWEST END OF A CUT AND AT THE EAST END OF A SHARP SWITCHBACK IN
 DU0033'THE HIGHWAY, IN THE TOP OF A ROCK LEDGE ON THE NORTHEAST SIDE OF A
 DU0033'RAVINE, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 DU0033'6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0033
 DU0033                          STATION RECOVERY (1976)
 DU0033
 DU0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0033'MARK NOT FOUND.
 DU0033
 DU0033                          STATION RECOVERY (1979)
 DU0033
 DU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0033'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0158 ***********************************************************************
 DU0158  DESIGNATION -  G 149
 DU0158  PID         -  DU0158
 DU0158  STATE/COUNTY-  AZ/GRAHAM
 DU0158  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0158
 DU0158                         *CURRENT SURVEY CONTROL
 DU0158  ___________________________________________________________________
 DU0158* NAD 83(1986)-  33 22 24.     (N)    110 17 37.     (W)     SCALED    
 DU0158* NAVD 88     -      1241.485  (meters)    4073.11   (feet)  ADJUSTED  
 DU0158  ___________________________________________________________________
 DU0158  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DU0158  DYNAMIC HT  -        1239.751 (meters)    4067.42  (feet)  COMP
 DU0158  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 DU0158
 DU0158  VERT ORDER  -  SECOND    CLASS 0
 DU0158
 DU0158.The horizontal coordinates were scaled from a topographic map and have
 DU0158.an estimated accuracy of +/- 6 seconds.
 DU0158
 DU0158.The orthometric height was determined by differential leveling
 DU0158.and adjusted in June 1991.
 DU0158
 DU0158.The geoid height was determined by GEOID03.
 DU0158
 DU0158.The dynamic height is computed by dividing the NAVD 88
 DU0158.geopotential number by the normal gravity value computed on the
 DU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0158.degrees latitude (g = 980.6199 gals.).
 DU0158
 DU0158.The modeled gravity was interpolated from observed gravity values.
 DU0158
 DU0158;                    North         East    Units  Estimated Accuracy
 DU0158;SPC AZ E     -   263,160.      201,550.      MT  (+/- 180 meters Scaled)
 DU0158
 DU0158                          SUPERSEDED SURVEY CONTROL
 DU0158
 DU0158  NGVD 29 (??/??/92) 1240.849  (m)         4071.02   (f) ADJ UNCH    2 0
 DU0158
 DU0158.Superseded values are not recommended for survey control.
 DU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0158.See file dsdata.txt to determine how the superseded data were derived.
 DU0158
 DU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB657928(NAD 83)
 DU0158_MARKER: DB = BENCH MARK DISK
 DU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0158_STAMPING: G 149 1935
 DU0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0158+STABILITY: SURFACE MOTION
 DU0158
 DU0158  HISTORY     - Date     Condition        Report By
 DU0158  HISTORY     - 1935     MONUMENTED       CGS
 DU0158  HISTORY     - 1961     GOOD             NGS
 DU0158  HISTORY     - 1967     GOOD             NGS
 DU0158
 DU0158                          STATION DESCRIPTION
 DU0158
 DU0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0158'2.0 MI S FROM SAN CARLOS.
 DU0158'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0158'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, 11.5 MILES EAST
 DU0158'ALONG THE ASH CREEK RANCH ROAD, 350 FEET WEST OF A LONG CURVE, 60 FEET
 DU0158'SOUTH OF A ROW OF POLES, AND 45 FEET NORTH OF THE CENTERLINE OF THE
 DU0158'ROAD.  A STANDARD DISK, STAMPED G 149 1935 AND SET IN THE TOP OF A
 DU0158'CONCRETE POST, PROJECTING ABOUT 1.1 FOOT ABOVE GROUND.
 DU0158
 DU0158                          STATION RECOVERY (1967)
 DU0158
 DU0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0566 ***********************************************************************
 CY0566  DESIGNATION -  G 15
 CY0566  PID         -  CY0566
 CY0566  STATE/COUNTY-  AZ/GRAHAM
 CY0566  USGS QUAD   -  EDEN (1985)
 CY0566
 CY0566                         *CURRENT SURVEY CONTROL
 CY0566  ___________________________________________________________________
 CY0566* NAD 83(1986)-  32 56 42.     (N)    109 54 39.     (W)     SCALED    
 CY0566* NAVD 88     -       846.456  (meters)    2777.08   (feet)  ADJUSTED  
 CY0566  ___________________________________________________________________
 CY0566  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY0566  DYNAMIC HT  -         845.282 (meters)    2773.23  (feet)  COMP
 CY0566  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 CY0566
 CY0566  VERT ORDER  -  FIRST     CLASS II
 CY0566
 CY0566.The horizontal coordinates were scaled from a topographic map and have
 CY0566.an estimated accuracy of +/- 6 seconds.
 CY0566
 CY0566.The orthometric height was determined by differential leveling
 CY0566.and adjusted in June 1991.
 CY0566
 CY0566.The geoid height was determined by GEOID03.
 CY0566
 CY0566.The dynamic height is computed by dividing the NAVD 88
 CY0566.geopotential number by the normal gravity value computed on the
 CY0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0566.degrees latitude (g = 980.6199 gals.).
 CY0566
 CY0566.The modeled gravity was interpolated from observed gravity values.
 CY0566
 CY0566;                    North         East    Units  Estimated Accuracy
 CY0566;SPC AZ E     -   215,680.      237,280.      MT  (+/- 180 meters Scaled)
 CY0566
 CY0566                          SUPERSEDED SURVEY CONTROL
 CY0566
 CY0566  NGVD 29 (??/??/92)  845.876  (m)         2775.18   (f) ADJ UNCH    1 2
 CY0566
 CY0566.Superseded values are not recommended for survey control.
 CY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0566.See file dsdata.txt to determine how the superseded data were derived.
 CY0566
 CY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB018457(NAD 83)
 CY0566_MARKER: DB = BENCH MARK DISK
 CY0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0566_STAMPING: 2775.178 G 15 1932
 CY0566_PROJECTION: PROJECTING 30 CENTIMETERS
 CY0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0566+STABILITY: SURFACE MOTION
 CY0566
 CY0566  HISTORY     - Date     Condition        Report By
 CY0566  HISTORY     - 1932     MONUMENTED       CGS
 CY0566  HISTORY     - 1979     GOOD             NGS
 CY0566  HISTORY     - 20081009 POOR             GEOCAC
 CY0566
 CY0566                          STATION DESCRIPTION
 CY0566
 CY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0566'3.4 MI NW FROM GLENBAR.
 CY0566'ON SOUTHERN PACIFIC RIGHT OF WAY, 85 FEET NORTHEAST OF RAILROAD
 CY0566'CENTERLINE, 525 FEET NORTH OF MILEPOST 1152, 155 FEET NORTHWEST OF
 CY0566'CONCRETE HIGHWAY BRIDGE, 160 FEET NORTH OF RAILROAD TRESTLE, 36 FEET
 CY0566'SOUTHWEST OF PAVED HIGHWAY CENTERLINE AT HIGHWAY STATION 3584 + 00, AT
 CY0566'SOUTHEAST END OF RAILROAD GRADE EXCAVATION.
 CY0566
 CY0566                          STATION RECOVERY (1979)
 CY0566
 CY0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0566'6.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0566'FT. THOMAS, ALSO 6.3 MILES NORTHWEST OF PIMA, 53 FEET SOUTHWEST OF
 CY0566'THE CENTERLINE OF THE HIGHWAY, 160 FEET NORTHWEST ALONG THE HIGHWAY
 CY0566'FROM THE NORTHWEST END OF A CONCRETE HIGHWAY BRIDGE AND 75 FEET
 CY0566'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS.
 CY0566'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 CY0566'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 CY0566
 CY0566                          STATION RECOVERY (2008)
 CY0566
 CY0566'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0566'RECOVERED AS DESCRIBED, IN POOR CONDITION. THE MARK HAS BEEN STRUCK BY
 CY0566'MACHINERY AND IS TILTED TO THE SOUTH. GPS (HH2) CO-ORDINATES N32
 CY0566'56.647' W109  54.647'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0077 ***********************************************************************
 DU0077  DESIGNATION -  G 150
 DU0077  PID         -  DU0077
 DU0077  STATE/COUNTY-  AZ/GILA
 DU0077  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0077
 DU0077                         *CURRENT SURVEY CONTROL
 DU0077  ___________________________________________________________________
 DU0077* NAD 83(1986)-  33 32 10.     (N)    110 23 41.     (W)     SCALED    
 DU0077* NAVD 88     -      1399.083  (meters)    4590.16   (feet)  ADJUSTED  
 DU0077  ___________________________________________________________________
 DU0077  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DU0077  DYNAMIC HT  -        1397.113 (meters)    4583.69  (feet)  COMP
 DU0077  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 DU0077
 DU0077  VERT ORDER  -  SECOND    CLASS 0
 DU0077
 DU0077.The horizontal coordinates were scaled from a topographic map and have
 DU0077.an estimated accuracy of +/- 6 seconds.
 DU0077
 DU0077.The orthometric height was determined by differential leveling
 DU0077.and adjusted in June 1991.
 DU0077
 DU0077.The geoid height was determined by GEOID03.
 DU0077
 DU0077.The dynamic height is computed by dividing the NAVD 88
 DU0077.geopotential number by the normal gravity value computed on the
 DU0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0077.degrees latitude (g = 980.6199 gals.).
 DU0077
 DU0077.The modeled gravity was interpolated from observed gravity values.
 DU0077
 DU0077;                    North         East    Units  Estimated Accuracy
 DU0077;SPC AZ E     -   281,230.      192,180.      MT  (+/- 180 meters Scaled)
 DU0077
 DU0077                          SUPERSEDED SURVEY CONTROL
 DU0077
 DU0077  NGVD 29 (??/??/92) 1398.407  (m)         4587.94   (f) ADJ UNCH    2 0
 DU0077
 DU0077.Superseded values are not recommended for survey control.
 DU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0077.See file dsdata.txt to determine how the superseded data were derived.
 DU0077
 DU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC561108(NAD 83)
 DU0077_MARKER: DB = BENCH MARK DISK
 DU0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0077_STAMPING: G 150 1935
 DU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0077+STABILITY: SURFACE MOTION
 DU0077
 DU0077  HISTORY     - Date     Condition        Report By
 DU0077  HISTORY     - 1935     MONUMENTED       CGS
 DU0077
 DU0077                          STATION DESCRIPTION
 DU0077
 DU0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0077'16.7 MI N FROM SAN CARLOS.
 DU0077'16.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0077'90 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE POINT OF PINES
 DU0077'ROAD, AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 DU0077'DISK, STAMPED G 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0397 ***********************************************************************
 DT0397  DESIGNATION -  G 153
 DT0397  PID         -  DT0397
 DT0397  STATE/COUNTY-  AZ/GRAHAM
 DT0397  USGS QUAD   -  PARK CREEK CABINS (1989)
 DT0397
 DT0397                         *CURRENT SURVEY CONTROL
 DT0397  ___________________________________________________________________
 DT0397* NAD 83(1986)-  33 09 26.     (N)    109 42 59.     (W)     SCALED    
 DT0397* NAVD 88     -      1461.157  (meters)    4793.81   (feet)  ADJUSTED  
 DT0397  ___________________________________________________________________
 DT0397  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 DT0397  DYNAMIC HT  -        1458.988 (meters)    4786.70  (feet)  COMP
 DT0397  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 DT0397
 DT0397  VERT ORDER  -  SECOND    CLASS 0
 DT0397
 DT0397.The horizontal coordinates were scaled from a topographic map and have
 DT0397.an estimated accuracy of +/- 6 seconds.
 DT0397
 DT0397.The orthometric height was determined by differential leveling
 DT0397.and adjusted in June 1991.
 DT0397
 DT0397.The geoid height was determined by GEOID03.
 DT0397
 DT0397.The dynamic height is computed by dividing the NAVD 88
 DT0397.geopotential number by the normal gravity value computed on the
 DT0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0397.degrees latitude (g = 980.6199 gals.).
 DT0397
 DT0397.The modeled gravity was interpolated from observed gravity values.
 DT0397
 DT0397;                    North         East    Units  Estimated Accuracy
 DT0397;SPC AZ E     -   239,280.      255,360.      MT  (+/- 180 meters Scaled)
 DT0397
 DT0397                          SUPERSEDED SURVEY CONTROL
 DT0397
 DT0397  NGVD 29 (??/??/92) 1460.435  (m)         4791.44   (f) ADJ UNCH    2 0
 DT0397
 DT0397.Superseded values are not recommended for survey control.
 DT0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0397.See file dsdata.txt to determine how the superseded data were derived.
 DT0397
 DT0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB197694(NAD 83)
 DT0397_MARKER: DB = BENCH MARK DISK
 DT0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0397_STAMPING: G 153 1935
 DT0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0397+STABILITY: SURFACE MOTION
 DT0397
 DT0397  HISTORY     - Date     Condition        Report By
 DT0397  HISTORY     - 1935     MONUMENTED       CGS
 DT0397
 DT0397                          STATION DESCRIPTION
 DT0397
 DT0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0397'5.6 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0397'5.6 MI. NW ALONG ROAD TO ASH CREEK RANCH.  ABOUT 200 FT. SE OF WASH
 DT0397'CROSSING, 180 FT. NW OF RISE AND 60 FT NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0313 ***********************************************************************
 DU0313  DESIGNATION -  G 17
 DU0313  PID         -  DU0313
 DU0313  STATE/COUNTY-  AZ/GILA
 DU0313  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0313
 DU0313                         *CURRENT SURVEY CONTROL
 DU0313  ___________________________________________________________________
 DU0313* NAD 83(1986)-  33 34 02.     (N)    110 56 55.     (W)     SCALED    
 DU0313* NAVD 88     -       995.929  (meters)    3267.48   (feet)  ADJUSTED  
 DU0313  ___________________________________________________________________
 DU0313  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DU0313  DYNAMIC HT  -         994.597 (meters)    3263.11  (feet)  COMP
 DU0313  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 DU0313
 DU0313  VERT ORDER  -  FIRST     CLASS II
 DU0313
 DU0313.The horizontal coordinates were scaled from a topographic map and have
 DU0313.an estimated accuracy of +/- 6 seconds.
 DU0313
 DU0313.The orthometric height was determined by differential leveling
 DU0313.and adjusted in June 1991.
 DU0313
 DU0313.The geoid height was determined by GEOID03.
 DU0313
 DU0313.The dynamic height is computed by dividing the NAVD 88
 DU0313.geopotential number by the normal gravity value computed on the
 DU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0313.degrees latitude (g = 980.6199 gals.).
 DU0313
 DU0313.The modeled gravity was interpolated from observed gravity values.
 DU0313
 DU0313;                    North         East    Units  Estimated Accuracy
 DU0313;SPC AZ E     -   284,930.      140,760.      MT  (+/- 180 meters Scaled)
 DU0313
 DU0313                          SUPERSEDED SURVEY CONTROL
 DU0313
 DU0313  NGVD 29 (??/??/92)  995.313  (m)         3265.46   (f) ADJ UNCH    1 2
 DU0313
 DU0313.Superseded values are not recommended for survey control.
 DU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0313.See file dsdata.txt to determine how the superseded data were derived.
 DU0313
 DU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC047141(NAD 83)
 DU0313_MARKER: DB = BENCH MARK DISK
 DU0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0313_STAMPING: 3265.456 G 17 1933
 DU0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0313+STABILITY: SURFACE MOTION
 DU0313
 DU0313  HISTORY     - Date     Condition        Report By
 DU0313  HISTORY     - 1933     MONUMENTED       CGS
 DU0313  HISTORY     - 1934     GOOD             NGS
 DU0313  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0313  HISTORY     - 1983     GOOD             USPSQD
 DU0313
 DU0313                          STATION DESCRIPTION
 DU0313
 DU0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0313'14.2 MI SE FROM ROOSEVELT.
 DU0313'14.2 MILES SOUTHEAST ALONG THE APACHE TRAIL HIGHWAY FROM THE POST
 DU0313'OFFICE AT ROOSEVELT, GILA COUNTY, 1.9 MILES NORTHWEST OF A SUMMIT, AT
 DU0313'AN OBSERVATION TURNOUT, AND 90 FEET WEST OF THE CENTERLINE OF THE
 DU0313'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 DU0313'ABOVE GROUND.
 DU0313
 DU0313                          STATION RECOVERY (1934)
 DU0313
 DU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DU0313'RECOVERED IN GOOD CONDITION.
 DU0313
 DU0313                          STATION RECOVERY (1979)
 DU0313
 DU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0313'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0313
 DU0313                          STATION RECOVERY (1983)
 DU0313
 DU0313'RECOVERY NOTE BY US POWER SQUADRON 1983 (RGB)
 DU0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0290 ***********************************************************************
 DU0290  DESIGNATION -  G 18
 DU0290  PID         -  DU0290
 DU0290  STATE/COUNTY-  AZ/GILA
 DU0290  USGS QUAD   -  CHRISTMAS (1979)
 DU0290
 DU0290                         *CURRENT SURVEY CONTROL
 DU0290  ___________________________________________________________________
 DU0290* NAD 83(1986)-  33 01 18.     (N)    110 44 19.     (W)     SCALED    
 DU0290* NAVD 88     -       607.80   (+/-2cm)    1994.1    (feet)  VERTCON   
 DU0290  ___________________________________________________________________
 DU0290  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DU0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0290
 DU0290.The horizontal coordinates were scaled from a topographic map and have
 DU0290.an estimated accuracy of +/- 6 seconds.
 DU0290
 DU0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0290.The vertical order pertains to the NGVD 29 superseded value.
 DU0290
 DU0290.The geoid height was determined by GEOID03.
 DU0290
 DU0290;                    North         East    Units  Estimated Accuracy
 DU0290;SPC AZ E     -   224,300.      159,930.      MT  (+/- 180 meters Scaled)
 DU0290
 DU0290                          SUPERSEDED SURVEY CONTROL
 DU0290
 DU0290  NGVD 29 (??/??/92)  607.192  (m)         1992.10   (f) ADJ UNCH    2 0
 DU0290
 DU0290.Superseded values are not recommended for survey control.
 DU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0290.See file dsdata.txt to determine how the superseded data were derived.
 DU0290
 DU0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB244537(NAD 83)
 DU0290_MARKER: DB = BENCH MARK DISK
 DU0290_SETTING: 66 = SET IN ROCK OUTCROP
 DU0290_SP_SET: ROCK LEDGE
 DU0290_STAMPING: 1992.168 G 18 1933
 DU0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0290+STABILITY: POSITION/ELEVATION WELL
 DU0290
 DU0290  HISTORY     - Date     Condition        Report By
 DU0290  HISTORY     - 1933     MONUMENTED       CGS
 DU0290  HISTORY     - 20061110 MARK NOT FOUND   GEOCAC
 DU0290
 DU0290                          STATION DESCRIPTION
 DU0290
 DU0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0290'4.3 MI N FROM WINKELMAN.
 DU0290'4.3 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, ON THE
 DU0290'NORTHWEST BANK OF GILA RIVER, AT THE SIDING AT FINNEY, 200 FEET
 DU0290'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 65 FEET SOUTHEAST OF THE
 DU0290'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE, AND ABOUT 3
 DU0290'FEET ABOVE THE GROUND.  NOTE-- THE OLD RAILROAD NO LONGER EXISTS. NEW
 DU0290'STATE HIGHWAY 77 DOES NOW FALL IN THIS APPROXIMATE SAME POSITION. THE
 DU0290'DESCRIPTION SHOULD READ 200 FEET SOUTHEAST OF STATE HIGHWAY 77 AT A
 DU0290'POINT WHERE A DIRT SIDE ROAD CROSSES A CATTLEGUARD TO THE SOUTHEAST.
 DU0290
 DU0290                          STATION RECOVERY (2006)
 DU0290
 DU0290'RECOVERY NOTE BY GEOCACHING 2006 (MDR)
 DU0290'TRIED TO LOCATE BUT LOTS OF OLD ROCK FALL IN THE IMMEDIATE AREA OF
 DU0290'LISTED COORDINATES. SEARCED FOR 45 MINUTES WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0311 ***********************************************************************
 CZ0311  DESIGNATION -  G 19
 CZ0311  PID         -  CZ0311
 CZ0311  STATE/COUNTY-  AZ/PINAL
 CZ0311  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0311
 CZ0311                         *CURRENT SURVEY CONTROL
 CZ0311  ___________________________________________________________________
 CZ0311* NAD 83(1986)-  32 33 17.     (N)    110 56 00.     (W)     SCALED    
 CZ0311* NAVD 88     -      1008.99   (+/-2cm)    3310.3    (feet)  VERTCON   
 CZ0311  ___________________________________________________________________
 CZ0311  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CZ0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0311
 CZ0311.The horizontal coordinates were scaled from a topographic map and have
 CZ0311.an estimated accuracy of +/- 6 seconds.
 CZ0311
 CZ0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0311.The vertical order pertains to the NGVD 29 superseded value.
 CZ0311
 CZ0311.The geoid height was determined by GEOID03.
 CZ0311
 CZ0311;                    North         East    Units  Estimated Accuracy
 CZ0311;SPC AZ C     -   172,800.      305,710.      MT  (+/- 180 meters Scaled)
 CZ0311
 CZ0311                          SUPERSEDED SURVEY CONTROL
 CZ0311
 CZ0311  NGVD 29 (??/??/92) 1008.276  (m)         3307.99   (f) ADJ UNCH    2 0
 CZ0311
 CZ0311.Superseded values are not recommended for survey control.
 CZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0311.See file dsdata.txt to determine how the superseded data were derived.
 CZ0311
 CZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB062019(NAD 83)
 CZ0311_MARKER: DB = BENCH MARK DISK
 CZ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0311_STAMPING: 3308.074 G 19 1933
 CZ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0311+STABILITY: SURFACE MOTION
 CZ0311
 CZ0311  HISTORY     - Date     Condition        Report By
 CZ0311  HISTORY     - 1933     MONUMENTED       CGS
 CZ0311  HISTORY     - 1934     GOOD             NGS
 CZ0311  HISTORY     - 19850528 MARK NOT FOUND   USGS
 CZ0311
 CZ0311                          STATION DESCRIPTION
 CZ0311
 CZ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0311'11.7 MI SW FROM ORACLE.
 CZ0311'11.7 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY,
 CZ0311'AT WALNUT WELLS (NOW ORACLE JUNCTION), AT THE JUNCTION OF U.S. HIGHWAY
 CZ0311'80 AND 89, 120 FEET NORTHWEST OF A SERVICE STATION, 70 FEET SOUTHWEST
 CZ0311'OF THE JUNCTION, AND ON THE EAST BANK OF A WASH.  A STANDARD DISK,
 CZ0311'STAMPED 3308.074 G 19 1933 AND SET IN THE TOP OF A CONCRETE POST
 CZ0311'PROJECTING 8 INCHES ABOVE GROUND.
 CZ0311
 CZ0311                          STATION RECOVERY (1985)
 CZ0311
 CZ0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DJW)
 CZ0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0377 ***********************************************************************
 DU0377  DESIGNATION -  G 20
 DU0377  PID         -  DU0377
 DU0377  STATE/COUNTY-  AZ/GILA
 DU0377  USGS QUAD   -  TONTO BASIN (1964)
 DU0377
 DU0377                         *CURRENT SURVEY CONTROL
 DU0377  ___________________________________________________________________
 DU0377* NAD 83(1986)-  33 49 42.     (N)    111 17 50.     (W)     SCALED    
 DU0377* NAVD 88     -       696.017  (meters)    2283.52   (feet)  ADJUSTED  
 DU0377  ___________________________________________________________________
 DU0377  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DU0377  DYNAMIC HT  -         695.123 (meters)    2280.58  (feet)  COMP
 DU0377  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 DU0377
 DU0377  VERT ORDER  -  FIRST     CLASS II
 DU0377
 DU0377.The horizontal coordinates were scaled from a topographic map and have
 DU0377.an estimated accuracy of +/- 6 seconds.
 DU0377
 DU0377.The orthometric height was determined by differential leveling
 DU0377.and adjusted in June 1991.
 DU0377
 DU0377.The geoid height was determined by GEOID03.
 DU0377
 DU0377.The dynamic height is computed by dividing the NAVD 88
 DU0377.geopotential number by the normal gravity value computed on the
 DU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0377.degrees latitude (g = 980.6199 gals.).
 DU0377
 DU0377.The modeled gravity was interpolated from observed gravity values.
 DU0377
 DU0377;                    North         East    Units  Estimated Accuracy
 DU0377;SPC AZ E     -   314,190.      108,710.      MT  (+/- 180 meters Scaled)
 DU0377
 DU0377                          SUPERSEDED SURVEY CONTROL
 DU0377
 DU0377  NGVD 29 (??/??/92)  695.406  (m)         2281.51   (f) ADJ UNCH    1 2
 DU0377
 DU0377.Superseded values are not recommended for survey control.
 DU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0377.See file dsdata.txt to determine how the superseded data were derived.
 DU0377
 DU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC724431(NAD 83)
 DU0377_MARKER: DB = BENCH MARK DISK
 DU0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0377_SP_SET: ABUTMENT
 DU0377_STAMPING: 2281.511 G 20 1933
 DU0377_MARK LOGO: CGS   
 DU0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0377
 DU0377  HISTORY     - Date     Condition        Report By
 DU0377  HISTORY     - 1933     MONUMENTED       CGS
 DU0377  HISTORY     - 1934     GOOD             NGS
 DU0377  HISTORY     - 1983     GOOD             NGS
 DU0377
 DU0377                          STATION DESCRIPTION
 DU0377
 DU0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0377'3.6 MI S FROM TONTO BASIN.
 DU0377'3.6 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM TONTO
 DU0377'BASIN, GILA COUNTY, 500 FEET NORTHWEST OF THE ENTRANCE TO THE ANDERSON
 DU0377'PLACE IN 1933, AT A WASH, 12 FEET NORTHEAST OF THE CENTERLINE OF THE
 DU0377'HIGHWAY, AND IN THE TOP OF THE SOUTH CONCRETE ABUTMENT OF A DIP APRON.
 DU0377'A STANDARD DISK, STAMPED 2281.511 G 20 1933.
 DU0377
 DU0377                          STATION RECOVERY (1983)
 DU0377
 DU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0377'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0377'5.3 KM (3.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU0377'PUNKIN CENTER, IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A
 DU0377'CONCRETE DIP APRON WHICH HAS BEEN BURRIED BY THE CONSTRUCTION OF THE
 DU0377'NEW HIGHWAY CULVERT, 7.3 METERS (24 FT) NORTHEAST OF THE HIGHWAY
 DU0377'CENTERLINE, 56.0 METERS (184 FT) SOUTHEAST OF A T JUNCTION OF A DIRT
 DU0377'ROAD LEADING EAST, 5.1 METERS (17 FT) SOUTHEAST OF THE NORTHEAST END
 DU0377'OF A 4 BY 4 FOOT CORRUGATED METAL PIPE CULVERT, 3.1 METERS (10 FT)
 DU0377'NORTHEAST OF MILEPOST 259.
 DU0377'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DU0377'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0413 ***********************************************************************
 DU0413  DESIGNATION -  G 21
 DU0413  PID         -  DU0413
 DU0413  STATE/COUNTY-  AZ/MARICOPA
 DU0413  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0413
 DU0413                         *CURRENT SURVEY CONTROL
 DU0413  ___________________________________________________________________
 DU0413* NAD 83(1986)-  33 33 19.     (N)    111 14 59.     (W)     SCALED    
 DU0413* NAVD 88     -       778.672  (meters)    2554.69   (feet)  ADJUSTED  
 DU0413  ___________________________________________________________________
 DU0413  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DU0413  DYNAMIC HT  -         777.672 (meters)    2551.41  (feet)  COMP
 DU0413  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 DU0413
 DU0413  VERT ORDER  -  FIRST     CLASS II
 DU0413
 DU0413.The horizontal coordinates were scaled from a topographic map and have
 DU0413.an estimated accuracy of +/- 6 seconds.
 DU0413
 DU0413.The orthometric height was determined by differential leveling
 DU0413.and adjusted in June 1991.
 DU0413
 DU0413.The geoid height was determined by GEOID03.
 DU0413
 DU0413.The dynamic height is computed by dividing the NAVD 88
 DU0413.geopotential number by the normal gravity value computed on the
 DU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0413.degrees latitude (g = 980.6199 gals.).
 DU0413
 DU0413.The modeled gravity was interpolated from observed gravity values.
 DU0413
 DU0413;                    North         East    Units  Estimated Accuracy
 DU0413;SPC AZ C     -   283,530.      275,290.      MT  (+/- 180 meters Scaled)
 DU0413
 DU0413                          SUPERSEDED SURVEY CONTROL
 DU0413
 DU0413  NGVD 29 (??/??/92)  778.060  (m)         2552.69   (f) ADJ UNCH    1 2
 DU0413
 DU0413.Superseded values are not recommended for survey control.
 DU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0413.See file dsdata.txt to determine how the superseded data were derived.
 DU0413
 DU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC768128(NAD 83)
 DU0413_MARKER: DB = BENCH MARK DISK
 DU0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0413_STAMPING: G 21 1933
 DU0413_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0413+STABILITY: SURFACE MOTION
 DU0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0413+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0413
 DU0413  HISTORY     - Date     Condition        Report By
 DU0413  HISTORY     - 1933     MONUMENTED       CGS
 DU0413  HISTORY     - 1963     GOOD             NGS
 DU0413  HISTORY     - 1980     GOOD             NGS
 DU0413  HISTORY     - 20060812 GOOD             GEOCAC
 DU0413  HISTORY     - 20080716 GOOD             GEOCAC
 DU0413
 DU0413                          STATION DESCRIPTION
 DU0413
 DU0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0413'15.6 MI SW FROM ROOSEVELT.
 DU0413'IN MARICOPA COUNTY, 15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM
 DU0413'ROOSEVELT, 1.7 MILES NORTHWEST OF THE HIGHWAY MAINTENANCE STATION, 0.4
 DU0413'MILE NORTH OF MILEPOST 228, 75.0 FEET NORTHWEST OF THE CENTERLINE OF
 DU0413'THE HIGHWAY, ON TOP OF A SHORT RIDGE, LEVEL WITH THE HIGHWAY LEVEL,
 DU0413'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 DU0413'GROUND, AND 1.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 DU0413
 DU0413                          STATION RECOVERY (1980)
 DU0413
 DU0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0413'21.4 KM (13.3 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0413'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.5 KM (0.3 MI)
 DU0413'NORTHEAST OF HIGHWAY MILEPOST 228, SET ON TOP OF A SHORT RIDGE ON
 DU0413'THE NORTHWEST RIGHT-OF-WAY, 22.6 METERS (75.0 FT) NORTHWEST OF THE
 DU0413'CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FT) SOUTHWEST OF A GUY
 DU0413'WIRE ANCHOR FOR A POWER LINE TOWER SOUTHEAST OF THE HIGHWAY.
 DU0413'22 KM (13.7 MI) NORTHEAST OF TORTILLA FLAT.
 DU0413'THE MARK IS 03 METERS  SE FROM A WITNESS POST.
 DU0413'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0413
 DU0413                          STATION RECOVERY (2006)
 DU0413
 DU0413'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0413'RECOVERED IN GOOD CONDITION.
 DU0413
 DU0413                          STATION RECOVERY (2008)
 DU0413
 DU0413'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0413'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0413'33 33.326 W 111
 DU0413'15.005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0929 ***********************************************************************
 DV0929  DESIGNATION -  G 24
 DV0929  PID         -  DV0929
 DV0929  STATE/COUNTY-  AZ/MARICOPA
 DV0929  USGS QUAD   -  WITTMANN (1981)
 DV0929
 DV0929                         *CURRENT SURVEY CONTROL
 DV0929  ___________________________________________________________________
 DV0929* NAD 83(1986)-  33 50 41.     (N)    112 36 49.     (W)     SCALED    
 DV0929* NAVD 88     -       598.381  (meters)    1963.19   (feet)  POSTED    
 DV0929  ___________________________________________________________________
 DV0929  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0929  DYNAMIC HT  -         597.660 (meters)    1960.82  (feet)  COMP
 DV0929  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 DV0929
 DV0929  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0929
 DV0929.The horizontal coordinates were scaled from a topographic map and have
 DV0929.an estimated accuracy of +/- 6 seconds.
 DV0929
 DV0929.The orthometric height was determined by differential leveling
 DV0929.and adjusted in November 2005.
 DV0929.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0929.was located on a no-check spur therefore a value was not computed.
 DV0929.No vertical observational check was made to the station.
 DV0929
 DV0929.The geoid height was determined by GEOID03.
 DV0929
 DV0929.The dynamic height is computed by dividing the NAVD 88
 DV0929.geopotential number by the normal gravity value computed on the
 DV0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0929.degrees latitude (g = 980.6199 gals.).
 DV0929
 DV0929.The modeled gravity was interpolated from observed gravity values.
 DV0929
 DV0929;                    North         East    Units  Estimated Accuracy
 DV0929;SPC AZ C     -   315,650.      148,860.      MT  (+/- 180 meters Scaled)
 DV0929
 DV0929                          SUPERSEDED SURVEY CONTROL
 DV0929
 DV0929  NGVD 29 (??/??/92)  597.830  (m)         1961.38   (f) ADJ UNCH    2 0
 DV0929
 DV0929.Superseded values are not recommended for survey control.
 DV0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0929.See file dsdata.txt to determine how the superseded data were derived.
 DV0929
 DV0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC507461(NAD 83)
 DV0929_MARKER: DB = BENCH MARK DISK
 DV0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0929_SP_SET: ABUTMENT
 DV0929_STAMPING: G 24 1933
 DV0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0929+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0929
 DV0929  HISTORY     - Date     Condition        Report By
 DV0929  HISTORY     - 1933     MONUMENTED       CGS
 DV0929  HISTORY     - 1939     GOOD             NGS
 DV0929  HISTORY     - 20080427 GOOD             GEOCAC
 DV0929
 DV0929                          STATION DESCRIPTION
 DV0929
 DV0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0929'0.8 MI SE FROM HOT SPRINGS JUNCTION.
 DV0929'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0929'FROM HOT SPRINGS JUNCTION, AT A CONCRETE HIGHWAY OVERPASS, IN THE TOP
 DV0929'OF THE WEST WING OF THE NORTH ABUTMENT, AND 3 FEET HIGHER THAN THE
 DV0929'TRACK.  A STANDARD DISK, STAMPED G 24 1933.
 DV0929
 DV0929                          STATION RECOVERY (2008)
 DV0929
 DV0929'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0929'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0929'50.689' W112 36.818'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0993 ***********************************************************************
 DV0993  DESIGNATION -  G 25
 DV0993  PID         -  DV0993
 DV0993  STATE/COUNTY-  AZ/MARICOPA
 DV0993  USGS QUAD   -  GLADDEN (1989)
 DV0993
 DV0993                         *CURRENT SURVEY CONTROL
 DV0993  ___________________________________________________________________
 DV0993* NAD 83(1986)-  33 55 19.     (N)    113 16 21.     (W)     SCALED    
 DV0993* NAVD 88     -       657.29   (+/-2cm)    2156.5    (feet)  VERTCON   
 DV0993  ___________________________________________________________________
 DV0993  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0993
 DV0993.The horizontal coordinates were scaled from a topographic map and have
 DV0993.an estimated accuracy of +/- 6 seconds.
 DV0993
 DV0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0993.The vertical order pertains to the NGVD 29 superseded value.
 DV0993
 DV0993.The geoid height was determined by GEOID03.
 DV0993
 DV0993;                    North         East    Units  Estimated Accuracy
 DV0993;SPC AZ C     -   324,830.       88,000.      MT  (+/- 180 meters Scaled)
 DV0993
 DV0993                          SUPERSEDED SURVEY CONTROL
 DV0993
 DV0993  NGVD 29 (??/??/92)  656.592  (m)         2154.17   (f) ADJ UNCH    2 0
 DV0993
 DV0993.Superseded values are not recommended for survey control.
 DV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0993.See file dsdata.txt to determine how the superseded data were derived.
 DV0993
 DV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC899558(NAD 83)
 DV0993_MARKER: DB = BENCH MARK DISK
 DV0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0993_STAMPING: G 25 1933
 DV0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0993+STABILITY: SURFACE MOTION
 DV0993
 DV0993  HISTORY     - Date     Condition        Report By
 DV0993  HISTORY     - 1933     MONUMENTED       CGS
 DV0993  HISTORY     - 1934     GOOD             NGS
 DV0993
 DV0993                          STATION DESCRIPTION
 DV0993
 DV0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0993'5.8 MI W FROM AGUILA.
 DV0993'5.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0993'AGUILA, MARICOPA COUNTY, 3.1 MILES EAST OF THE SIDING AT GOLDEN, 45
 DV0993'FEET NORTH OF MILEPOST 28, 85 FEET NORTH OF THE CENTERLINE OF THE
 DV0993'TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 DV0993'DISK, STAMPED G 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0048 ***********************************************************************
 FQ0048  DESIGNATION -  G 252
 FQ0048  PID         -  FQ0048
 FQ0048  STATE/COUNTY-  AZ/NAVAJO
 FQ0048  USGS QUAD   -  WINSLOW (1986)
 FQ0048
 FQ0048                         *CURRENT SURVEY CONTROL
 FQ0048  ___________________________________________________________________
 FQ0048* NAD 83(1986)-  35 01 20.     (N)    110 42 59.     (W)     SCALED    
 FQ0048* NAVD 88     -      1488.279  (meters)    4882.80   (feet)  ADJUSTED  
 FQ0048  ___________________________________________________________________
 FQ0048  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0048  DYNAMIC HT  -        1486.317 (meters)    4876.36  (feet)  COMP
 FQ0048  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 FQ0048
 FQ0048  VERT ORDER  -  SECOND    CLASS 0
 FQ0048
 FQ0048.This mark is at Winslow Municipal Airport (INW)
 FQ0048
 FQ0048.The horizontal coordinates were scaled from a topographic map and have
 FQ0048.an estimated accuracy of +/- 6 seconds.
 FQ0048
 FQ0048.The orthometric height was determined by differential leveling
 FQ0048.and adjusted in June 1991.
 FQ0048
 FQ0048.The geoid height was determined by GEOID03.
 FQ0048
 FQ0048.The dynamic height is computed by dividing the NAVD 88
 FQ0048.geopotential number by the normal gravity value computed on the
 FQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0048.degrees latitude (g = 980.6199 gals.).
 FQ0048
 FQ0048.The modeled gravity was interpolated from observed gravity values.
 FQ0048
 FQ0048;                    North         East    Units  Estimated Accuracy
 FQ0048;SPC AZ E     -   446,180.      163,200.      MT  (+/- 180 meters Scaled)
 FQ0048
 FQ0048                          SUPERSEDED SURVEY CONTROL
 FQ0048
 FQ0048  NGVD 29 (??/??/92) 1487.542  (m)         4880.38   (f) ADJ UNCH    2 0
 FQ0048
 FQ0048.Superseded values are not recommended for survey control.
 FQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0048.See file dsdata.txt to determine how the superseded data were derived.
 FQ0048
 FQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD258755(NAD 83)
 FQ0048_MARKER: DB = BENCH MARK DISK
 FQ0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0048_SP_SET: FOUNDATION
 FQ0048_STAMPING: G 252 1939
 FQ0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0048+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FQ0048
 FQ0048  HISTORY     - Date     Condition        Report By
 FQ0048  HISTORY     - 1939     MONUMENTED       CGS
 FQ0048  HISTORY     - 1953     GOOD             NGS
 FQ0048  HISTORY     - 1968     GOOD             NGS
 FQ0048  HISTORY     - 1979     GOOD             NGS
 FQ0048  HISTORY     - 19960521 GOOD             CHANCE
 FQ0048  HISTORY     - 20021021 GOOD             NGS
 FQ0048
 FQ0048                          STATION DESCRIPTION
 FQ0048
 FQ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FQ0048'1 MI W FROM WINSLOW.
 FQ0048'1 MILE WEST OF WINSLOW, NAVAJO COUNTY, AT WINSLOW AIRPORT, IN THE
 FQ0048'NORTH CONCRETE FOUNDATION OF THE HANGAR, 2 FEET EAST OF THE NORTHWEST
 FQ0048'CORNER, AND 1.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 252
 FQ0048'1939.
 FQ0048
 FQ0048                          STATION RECOVERY (1968)
 FQ0048
 FQ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FQ0048'RECOVERED IN GOOD CONDITION.
 FQ0048
 FQ0048                          STATION RECOVERY (1979)
 FQ0048
 FQ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FQ0048'RECOVERED IN GOOD CONDITION.
 FQ0048
 FQ0048                          STATION RECOVERY (1996)
 FQ0048
 FQ0048'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FQ0048'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 FQ0048'THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1.00 MI) WEST-SOUTHWEST
 FQ0048'OF THE TOWN OF WINSLOW AT THE WINSLOW MUNICIPAL AIRPORT.  OWNERSHIP --
 FQ0048'CITY OF WINSLOW, GARY CARLSON - AIRPORT MANAGER, PHONE (520) 289-2429
 FQ0048'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40
 FQ0048'BUSINESS (EAST SECOND STREET) AND STATE HIGHWAY 87 IN WINSLOW, PROCEED
 FQ0048'SOUTH ON STATE HIGHWAY 87 FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH
 FQ0048'AIRPORT ROAD.  TURN RIGHT AND GO WEST AND NORTH ON AIRPORT ROAD FOR
 FQ0048'1.75 KM (1.10 MI) TO A FOUR WAY INTERSECTION.  TURN LEFT AND GO
 FQ0048'WESTERLY FOR 0.3 KM (0.20 MI) TO THE ACCESS GATE BETWEEN HANGAR AND
 FQ0048'OFFICE BUILDING.  THE STATION IS SET IN THE FOUNDATION IN THE
 FQ0048'NORTHWEST CORNER OF THE HANGAR  THE STATION IS A STANDARD DISK SET
 FQ0048'FLUSH IN THE FOUNDATION OF THE HANGAR.  THE STATION IS LOCATED 15.3 M
 FQ0048'(50.2 FT) SOUTHWEST OF THE NORTHEAST CORNER OF HANGAR, 6.3 M (20.7 FT)
 FQ0048'SOUTH OF SOUTHEAST CORNER OF THE OFFICE BUILDING, 5.4 M (17.7 FT)
 FQ0048'SOUTHEAST OF A SOUTHWEST FENCE POST, AND 4.1 M (13.5 FT) SOUTH OF A
 FQ0048'NORTH GATE POST
 FQ0048
 FQ0048                          STATION RECOVERY (2002)
 FQ0048
 FQ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 FQ0048'1996 DESCRIPTION IS GOOD WITH TWO CHANGES.  AIRPORT IS NOW CALLED
 FQ0048'WINSLOW-LINDBERGH REGIONAL AIRPORT AND MARK IS PAINTED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0561 ***********************************************************************
 FS0561  DESIGNATION -  G 253
 FS0561  PID         -  FS0561
 FS0561  STATE/COUNTY-  AZ/MOHAVE
 FS0561  USGS QUAD   -  KINGMAN (1980)
 FS0561
 FS0561                         *CURRENT SURVEY CONTROL
 FS0561  ___________________________________________________________________
 FS0561* NAD 83(1986)-  35 12 33.     (N)    114 06 16.     (W)     SCALED    
 FS0561* NAVD 88     -      1138.494  (meters)    3735.21   (feet)  ADJUSTED  
 FS0561  ___________________________________________________________________
 FS0561  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS0561  DYNAMIC HT  -        1137.144 (meters)    3730.78  (feet)  COMP
 FS0561  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FS0561
 FS0561  VERT ORDER  -  FIRST     CLASS II
 FS0561
 FS0561.The horizontal coordinates were scaled from a topographic map and have
 FS0561.an estimated accuracy of +/- 6 seconds.
 FS0561
 FS0561.The orthometric height was determined by differential leveling
 FS0561.and adjusted in June 1991.
 FS0561
 FS0561.The geoid height was determined by GEOID03.
 FS0561
 FS0561.The dynamic height is computed by dividing the NAVD 88
 FS0561.geopotential number by the normal gravity value computed on the
 FS0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0561.degrees latitude (g = 980.6199 gals.).
 FS0561
 FS0561.The modeled gravity was interpolated from observed gravity values.
 FS0561
 FS0561;                    North         East    Units  Estimated Accuracy
 FS0561;SPC AZ W     -   466,850.      181,090.      MT  (+/- 180 meters Scaled)
 FS0561
 FS0561                          SUPERSEDED SURVEY CONTROL
 FS0561
 FS0561  NGVD 29 (??/??/92) 1137.692  (m)         3732.58   (f) ADJ UNCH    1 2
 FS0561
 FS0561.Superseded values are not recommended for survey control.
 FS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0561.See file dsdata.txt to determine how the superseded data were derived.
 FS0561
 FS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV635000(NAD 83)
 FS0561_MARKER: DB = BENCH MARK DISK
 FS0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0561_STAMPING: G 253 1940
 FS0561_MARK LOGO: CGS   
 FS0561_PROJECTION: FLUSH
 FS0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0561+STABILITY: SURFACE MOTION
 FS0561
 FS0561  HISTORY     - Date     Condition        Report By
 FS0561  HISTORY     - 1940     MONUMENTED       CGS
 FS0561  HISTORY     - 1982     GOOD             NGS
 FS0561
 FS0561                          STATION DESCRIPTION
 FS0561
 FS0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FS0561'3.4 MI NW FROM KINGMAN.
 FS0561'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE ATCHISON,
 FS0561'TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN, AT THE WEST
 FS0561'END OF A DEEP HIGHWAY CUT, AT THE EAST END OF A LONG FILL, 39
 FS0561'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF A
 FS0561'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 253 1940
 FS0561'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 FS0561'ABOVE GROUND.
 FS0561
 FS0561                          STATION RECOVERY (1982)
 FS0561
 FS0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0561'4.5 KM (2.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0561'HIGHWAY 40 OVERPASS IN KINGMAN, AT COYOTE PASS, AT THE NORTHWEST END
 FS0561'OF THE SOUTHWEST HIGH ROCK HIGHWAY CUT, ABOUT 200 FEET NORTH OF A
 FS0561'DOUBLE POWER LINE POLE, 25.6 METERS (84 FT) SOUTHEAST OF THE SOUTHEAST
 FS0561'END OF A STEEL GUARDRAIL, 14 METERS (46 FT) SOUTHWEST OF THE
 FS0561'CENTERLINE OF THE HIGHWAY, 2.1 METERS (7 FT) EAST OF TWO 4-INCH
 FS0561'MESQUITE TREES.
 FS0561'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0561'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0365 ***********************************************************************
 FS0365  DESIGNATION -  G 254
 FS0365  PID         -  FS0365
 FS0365  STATE/COUNTY-  AZ/MOHAVE
 FS0365  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0365
 FS0365                         *CURRENT SURVEY CONTROL
 FS0365  ___________________________________________________________________
 FS0365* NAD 83(1986)-  35 33 12.     (N)    114 19 59.     (W)     SCALED    
 FS0365* NAVD 88     -       918.586  (meters)    3013.73   (feet)  POSTED    
 FS0365  ___________________________________________________________________
 FS0365  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0365  DYNAMIC HT  -         917.540 (meters)    3010.30  (feet)  COMP
 FS0365  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 FS0365
 FS0365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0365
 FS0365.The horizontal coordinates were scaled from a topographic map and have
 FS0365.an estimated accuracy of +/- 6 seconds.
 FS0365
 FS0365.The orthometric height was determined by differential leveling
 FS0365.and adjusted by the  in 1992.
 FS0365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0365.rate of 0.0 thru 1.0 mm/km.
 FS0365
 FS0365.The geoid height was determined by GEOID03.
 FS0365
 FS0365.The dynamic height is computed by dividing the NAVD 88
 FS0365.geopotential number by the normal gravity value computed on the
 FS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0365.degrees latitude (g = 980.6199 gals.).
 FS0365
 FS0365.The modeled gravity was interpolated from observed gravity values.
 FS0365
 FS0365;                    North         East    Units  Estimated Accuracy
 FS0365;SPC AZ W     -   505,130.      160,500.      MT  (+/- 180 meters Scaled)
 FS0365
 FS0365                          SUPERSEDED SURVEY CONTROL
 FS0365
 FS0365  NGVD 29 (??/??/92)  917.819  (m)         3011.21   (f) ADJ UNCH    1 1
 FS0365
 FS0365.Superseded values are not recommended for survey control.
 FS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0365.See file dsdata.txt to determine how the superseded data were derived.
 FS0365
 FS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV417376(NAD 83)
 FS0365_MARKER: DB = BENCH MARK DISK
 FS0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0365_STAMPING: G 254 1941
 FS0365_MARK LOGO: CGS   
 FS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0365+STABILITY: SURFACE MOTION
 FS0365
 FS0365  HISTORY     - Date     Condition        Report By
 FS0365  HISTORY     - 1941     MONUMENTED       CGS
 FS0365  HISTORY     - 1950     GOOD             NGS
 FS0365  HISTORY     - 1978     GOOD             LOCSUR
 FS0365  HISTORY     - 1982     GOOD             NGS
 FS0365  HISTORY     - 19870112 GOOD             USPSQD
 FS0365
 FS0365                          STATION DESCRIPTION
 FS0365
 FS0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0365'12.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0365'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0365'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 1.9 MILES
 FS0365'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.3 MILE
 FS0365'NORTHEAST OF A WIDE DRY WASH, ABOUT 49 YARDS NORTH OF THE
 FS0365'APPROXIMATE CENTER OF A WASH, 75 FEET SOUTHEAST OF THE CENTER
 FS0365'LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST, AND SET
 FS0365'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 FS0365'GROUND.
 FS0365
 FS0365                          STATION RECOVERY (1978)
 FS0365
 FS0365'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0365'RECOVERED IN GOOD CONDITION.
 FS0365
 FS0365                          STATION RECOVERY (1982)
 FS0365
 FS0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0365'RECOVERED IN GOOD CONDITION.
 FS0365
 FS0365                          STATION RECOVERY (1987)
 FS0365
 FS0365'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0546 ***********************************************************************
 ET0546  DESIGNATION -  G 255
 ET0546  PID         -  ET0546
 ET0546  STATE/COUNTY-  AZ/YAVAPAI
 ET0546  USGS QUAD   -  SIMMONS (1979)
 ET0546
 ET0546                         *CURRENT SURVEY CONTROL
 ET0546  ___________________________________________________________________
 ET0546* NAD 83(1986)-  34 49 41.     (N)    112 38 41.     (W)     SCALED    
 ET0546* NAVD 88     -      1403.544  (meters)    4604.79   (feet)  POSTED    
 ET0546  ___________________________________________________________________
 ET0546  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0546  DYNAMIC HT  -        1401.710 (meters)    4598.78  (feet)  COMP
 ET0546  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 ET0546
 ET0546  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0546
 ET0546.The horizontal coordinates were scaled from a topographic map and have
 ET0546.an estimated accuracy of +/- 6 seconds.
 ET0546
 ET0546.The orthometric height was determined by differential leveling
 ET0546.and adjusted in November 2005.
 ET0546.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0546.rate of 0.0 thru 1.0 mm/km.
 ET0546
 ET0546.The geoid height was determined by GEOID03.
 ET0546
 ET0546.The dynamic height is computed by dividing the NAVD 88
 ET0546.geopotential number by the normal gravity value computed on the
 ET0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0546.degrees latitude (g = 980.6199 gals.).
 ET0546
 ET0546.The modeled gravity was interpolated from observed gravity values.
 ET0546
 ET0546;                    North         East    Units  Estimated Accuracy
 ET0546;SPC AZ C     -   424,740.      146,760.      MT  (+/- 180 meters Scaled)
 ET0546
 ET0546                          SUPERSEDED SURVEY CONTROL
 ET0546
 ET0546  NGVD 29 (??/??/92) 1402.741  (m)         4602.16   (f) ADJ UNCH    2 0
 ET0546
 ET0546.Superseded values are not recommended for survey control.
 ET0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0546.See file dsdata.txt to determine how the superseded data were derived.
 ET0546
 ET0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD495552(NAD 83)
 ET0546_MARKER: DB = BENCH MARK DISK
 ET0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0546_STAMPING: G 255 1941
 ET0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0546+STABILITY: SURFACE MOTION
 ET0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0546+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0546
 ET0546  HISTORY     - Date     Condition        Report By
 ET0546  HISTORY     - 1941     MONUMENTED       CGS
 ET0546  HISTORY     - 1974     GOOD             USGS
 ET0546  HISTORY     - 20080823 GOOD             GEOCAC
 ET0546
 ET0546                          STATION DESCRIPTION
 ET0546
 ET0546'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0546'1.0 MI NW FROM SIMMONS.
 ET0546'1.0 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0546'VALLEY WASH AT SIMMONS, TO POINT OF ROAD ABOUT 0.1 MI SE OF A CURVE IN
 ET0546'THE ROAD.  66 FT WEST OF THE CENTER LINE OF THE ROAD AT FENCE SOUTH,
 ET0546'50 FT SW (NORMAL) OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 ET0546'HIGHER THAN THE ROAD.  A STANDARD USC AND GS DISK STAMPED G 255 1941
 ET0546'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 ET0546'GROUND.
 ET0546
 ET0546                          STATION RECOVERY (2008)
 ET0546
 ET0546'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0268 ***********************************************************************
 FR0268  DESIGNATION -  G 257
 FR0268  PID         -  FR0268
 FR0268  STATE/COUNTY-  AZ/YAVAPAI
 FR0268  USGS QUAD   -  TURKEY CANYON (1973)
 FR0268
 FR0268                         *CURRENT SURVEY CONTROL
 FR0268  ___________________________________________________________________
 FR0268* NAD 83(1986)-  35 06 23.     (N)    112 53 11.     (W)     SCALED    
 FR0268* NAVD 88     -      1692.21   (+/-2cm)    5551.9    (feet)  VERTCON   
 FR0268  ___________________________________________________________________
 FR0268  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 FR0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0268
 FR0268.The horizontal coordinates were scaled from a topographic map and have
 FR0268.an estimated accuracy of +/- 6 seconds.
 FR0268
 FR0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0268.The vertical order pertains to the NGVD 29 superseded value.
 FR0268
 FR0268.The geoid height was determined by GEOID03.
 FR0268
 FR0268;                    North         East    Units  Estimated Accuracy
 FR0268;SPC AZ C     -   455,810.      124,960.      MT  (+/- 180 meters Scaled)
 FR0268
 FR0268                          SUPERSEDED SURVEY CONTROL
 FR0268
 FR0268  NGVD 29 (??/??/92) 1691.269  (m)         5548.77   (f) ADJ UNCH    2 0
 FR0268
 FR0268.Superseded values are not recommended for survey control.
 FR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0268.See file dsdata.txt to determine how the superseded data were derived.
 FR0268
 FR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD280864(NAD 83)
 FR0268_MARKER: DB = BENCH MARK DISK
 FR0268_SETTING: 66 = SET IN ROCK OUTCROP
 FR0268_SP_SET: LIMESTONE OUTCROP
 FR0268_STAMPING: G 257 1941
 FR0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0268+STABILITY: POSITION/ELEVATION WELL
 FR0268
 FR0268  HISTORY     - Date     Condition        Report By
 FR0268  HISTORY     - 1941     MONUMENTED       CGS
 FR0268  HISTORY     - 1973     GOOD             USGS
 FR0268
 FR0268                          STATION DESCRIPTION
 FR0268
 FR0268'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0268'16.4 MI NE FROM WALNUT CREEK RANGER STATION.
 FR0268'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0268'YAVAPAI COUNTY, THENCE ABOUT 14.6 MILES NORTH ALONG THE ROAD LEADING
 FR0268'TO SELIGMAN ON THE SOUTH SLOPE OF THE HILL ABOUT 200 FT. NORTH OF THE
 FR0268'BASE OF THE HILL, 205 FT. WEST OF THE CENTERLINE OF THE ROAD, ABOUT 8
 FR0268'FT. ABOVE THE ROAD IN AN OUTCROP OF LIMESTONE PROJECTING ABOUT 0.1 FT.
 FR0268'ABOVE GROUND.  A STANDARD DISK, STAMPED G 257 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0503 ***********************************************************************
 DV0503  DESIGNATION -  G 259
 DV0503  PID         -  DV0503
 DV0503  STATE/COUNTY-  AZ/MARICOPA
 DV0503  USGS QUAD   -  EL MIRAGE (1982)
 DV0503
 DV0503                         *CURRENT SURVEY CONTROL
 DV0503  ___________________________________________________________________
 DV0503* NAD 83(1986)-  33 30 16.     (N)    112 21 45.     (W)     SCALED    
 DV0503* NAVD 88     -       324.45   (+/-2cm)    1064.5    (feet)  VERTCON   
 DV0503  ___________________________________________________________________
 DV0503  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0503
 DV0503.The horizontal coordinates were scaled from a topographic map and have
 DV0503.an estimated accuracy of +/- 6 seconds.
 DV0503
 DV0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0503.The vertical order pertains to the NGVD 29 superseded value.
 DV0503
 DV0503.The geoid height was determined by GEOID03.
 DV0503
 DV0503;                    North         East    Units  Estimated Accuracy
 DV0503;SPC AZ C     -   277,780.      171,940.      MT  (+/- 180 meters Scaled)
 DV0503
 DV0503                          SUPERSEDED SURVEY CONTROL
 DV0503
 DV0503  NGVD 29 (??/??/92)  323.894  (m)         1062.64   (f) ADJ UNCH    2 0
 DV0503
 DV0503.Superseded values are not recommended for survey control.
 DV0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0503.See file dsdata.txt to determine how the superseded data were derived.
 DV0503
 DV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC734080(NAD 83)
 DV0503_MARKER: DB = BENCH MARK DISK
 DV0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0503_STAMPING: G 259 1945
 DV0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0503+STABILITY: SURFACE MOTION
 DV0503
 DV0503  HISTORY     - Date     Condition        Report By
 DV0503  HISTORY     - 1945     MONUMENTED       CGS
 DV0503  HISTORY     - 1960     GOOD             NGS
 DV0503  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DV0503
 DV0503                          STATION DESCRIPTION
 DV0503
 DV0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0503'IN LITCHFIELD AIRPORT.
 DV0503'AT LITCHFIELD AIRPORT, MARICOPA COUNTY, AT THE NORTHEAST CORNER OF THE
 DV0503'LANDING FIELD, 62 FEET WEST OF THE CENTERLINE OF THE ROAD ALONG THE
 DV0503'EAST SIDE OF THE FIELD, 10 FEET NORTH OF THE CENTERLINE OF A FAINT
 DV0503'ROAD ALONG THE NORTH SIDE, AND 1.9 FEET EAST OF A WHITE WOODEN WITNESS
 DV0503'POST.  A STANDARD DISK, STAMPED G 259 1945 AND SET IN THE TOP OF A
 DV0503'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0503
 DV0503                          STATION RECOVERY (1960)
 DV0503
 DV0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0503'RECOVERED IN GOOD CONDITION.
 DV0503
 DV0503                          STATION RECOVERY (2007)
 DV0503
 DV0503'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0503'THE DESCRIBED LOCATION IS NOW A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0426 ***********************************************************************
 ET0426  DESIGNATION -  G 26
 ET0426  PID         -  ET0426
 ET0426  STATE/COUNTY-  AZ/YAVAPAI
 ET0426  USGS QUAD   -  HILLSIDE (1969)
 ET0426
 ET0426                         *CURRENT SURVEY CONTROL
 ET0426  ___________________________________________________________________
 ET0426* NAD 83(1986)-  34 23 18.     (N)    112 55 37.     (W)     SCALED    
 ET0426* NAVD 88     -      1146.905  (meters)    3762.80   (feet)  POSTED    
 ET0426  ___________________________________________________________________
 ET0426  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 ET0426  DYNAMIC HT  -        1145.440 (meters)    3758.00  (feet)  COMP
 ET0426  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 ET0426
 ET0426  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0426
 ET0426.The horizontal coordinates were scaled from a topographic map and have
 ET0426.an estimated accuracy of +/- 6 seconds.
 ET0426
 ET0426.The orthometric height was determined by differential leveling
 ET0426.and adjusted in November 2005.
 ET0426
 ET0426.The geoid height was determined by GEOID03.
 ET0426
 ET0426.The dynamic height is computed by dividing the NAVD 88
 ET0426.geopotential number by the normal gravity value computed on the
 ET0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0426.degrees latitude (g = 980.6199 gals.).
 ET0426
 ET0426.The modeled gravity was interpolated from observed gravity values.
 ET0426
 ET0426;                    North         East    Units  Estimated Accuracy
 ET0426;SPC AZ C     -   376,190.      120,460.      MT  (+/- 180 meters Scaled)
 ET0426
 ET0426                          SUPERSEDED SURVEY CONTROL
 ET0426
 ET0426  NGVD 29 (??/??/92) 1146.149  (m)         3760.32   (f) ADJ UNCH    2 0
 ET0426
 ET0426.Superseded values are not recommended for survey control.
 ET0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0426.See file dsdata.txt to determine how the superseded data were derived.
 ET0426
 ET0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD228068(NAD 83)
 ET0426_MARKER: DB = BENCH MARK DISK
 ET0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0426_SP_SET: CULVERT
 ET0426_STAMPING: G 26 1933
 ET0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0426
 ET0426  HISTORY     - Date     Condition        Report By
 ET0426  HISTORY     - 1933     MONUMENTED       CGS
 ET0426  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0426
 ET0426                          STATION DESCRIPTION
 ET0426
 ET0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0426'2.4 MI S FROM HILLSIDE.
 ET0426'ON A.T. AND S.F. RIGHT OF WAY, 300 FEET NORTH OF MILEPOST 104, ON TOP
 ET0426'OF NORTHEASTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. H-104.
 ET0426
 ET0426                          STATION RECOVERY (2008)
 ET0426
 ET0426'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0426'THE CONCRETE HEADWALL AT THE DESCRIBED LOCATION HAS BEEN
 ET0426'DESTROYED/REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0367 ***********************************************************************
 CZ0367  DESIGNATION -  G 260
 CZ0367  PID         -  CZ0367
 CZ0367  STATE/COUNTY-  AZ/PINAL
 CZ0367  USGS QUAD   -  RED ROCK (1993)
 CZ0367
 CZ0367                         *CURRENT SURVEY CONTROL
 CZ0367  ___________________________________________________________________
 CZ0367* NAD 83(1986)-  32 30 42.     (N)    111 19 20.     (W)     SCALED    
 CZ0367* NAVD 88     -       574.30   (+/-2cm)    1884.2    (feet)  VERTCON   
 CZ0367  ___________________________________________________________________
 CZ0367  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0367
 CZ0367.The horizontal coordinates were scaled from a topographic map and have
 CZ0367.an estimated accuracy of +/- 6 seconds.
 CZ0367
 CZ0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0367.The vertical order pertains to the NGVD 29 superseded value.
 CZ0367
 CZ0367.The geoid height was determined by GEOID03.
 CZ0367
 CZ0367;                    North         East    Units  Estimated Accuracy
 CZ0367;SPC AZ C     -   167,760.      269,210.      MT  (+/- 180 meters Scaled)
 CZ0367
 CZ0367                          SUPERSEDED SURVEY CONTROL
 CZ0367
 CZ0367  NGVD 29 (??/??/92)  573.826  (m)         1882.63   (f) ADJ UNCH    1 2
 CZ0367
 CZ0367.Superseded values are not recommended for survey control.
 CZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0367.See file dsdata.txt to determine how the superseded data were derived.
 CZ0367
 CZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA697971(NAD 83)
 CZ0367_MARKER: DB = BENCH MARK DISK
 CZ0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0367_SP_SET: FOUNDATION
 CZ0367_STAMPING: G 260 1945
 CZ0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0367
 CZ0367  HISTORY     - Date     Condition        Report By
 CZ0367  HISTORY     - 1945     MONUMENTED       CGS
 CZ0367  HISTORY     - 1951     GOOD             NGS
 CZ0367  HISTORY     - 1977     GOOD             USGS
 CZ0367
 CZ0367                          STATION DESCRIPTION
 CZ0367
 CZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0367'IN MARANA AIR BASE.
 CZ0367'AT THE MARANA AIRPORT CONTROL TOWER, SET IN THE TOP OF THE NORTHWEST
 CZ0367'CORNER OF THE NORTHWEST CONCRETE FOUNDATION FOR THE TOWER LEG, 1.75
 CZ0367'MILES EAST AND SOUTHEAST OF THE AIRPORT SEWAGE DISPOSAL PLANT, 0.8
 CZ0367'FOOT NORTHWEST OF THE WEST EDGE OF THE STEEL LEG OF THE TOWER, AND
 CZ0367'ABOUT 1/2 FOOT HIGHER THAN THE GROUND.
 CZ0367
 CZ0367                          STATION RECOVERY (1977)
 CZ0367
 CZ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0367'AT THE MARANA AIR PARK CONTROL TOWER, SET IN THE TOP OF THE NW CORNER
 CZ0367'OF THE NW CONC. FOUNDATION FOR THE TOWER LEG, 1.75 MI. EAST AND SE OF
 CZ0367'THE AIRPORT SEWAGE DISPOSAL PLANT, 0.8 FT. NW OF THE WEST EDGE OF THE
 CZ0367'STEEL LEG OF THE TOWER, ABOUT 1/2 FT. HIGHER THAN THE GROUND, BRONZE
 CZ0367'DISK STAMPED G 260 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0176 ***********************************************************************
 CG0176  DESIGNATION -  G 261
 CG0176  PID         -  CG0176
 CG0176  STATE/COUNTY-  AZ/COCHISE
 CG0176  USGS QUAD   -  HEREFORD (1983)
 CG0176
 CG0176                         *CURRENT SURVEY CONTROL
 CG0176  ___________________________________________________________________
 CG0176* NAD 83(1986)-  31 26 21.     (N)    110 06 54.     (W)     SCALED    
 CG0176* NAVD 88     -      1287.54   (+/-2cm)    4224.2    (feet)  VERTCON   
 CG0176  ___________________________________________________________________
 CG0176  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CG0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0176
 CG0176.The horizontal coordinates were scaled from a topographic map and have
 CG0176.an estimated accuracy of +/- 6 seconds.
 CG0176
 CG0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0176.The vertical order pertains to the NGVD 29 superseded value.
 CG0176
 CG0176.The geoid height was determined by GEOID03.
 CG0176
 CG0176;                    North         East    Units  Estimated Accuracy
 CG0176;SPC AZ E     -    48,690.      218,270.      MT  (+/- 180 meters Scaled)
 CG0176
 CG0176                          SUPERSEDED SURVEY CONTROL
 CG0176
 CG0176  NGVD 29 (??/??/92) 1286.686  (m)         4221.40   (f) ADJ UNCH    2 0
 CG0176
 CG0176.Superseded values are not recommended for survey control.
 CG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0176.See file dsdata.txt to determine how the superseded data were derived.
 CG0176
 CG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV840786(NAD 83)
 CG0176_MARKER: DB = BENCH MARK DISK
 CG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0176_STAMPING: G 261 1945
 CG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0176+STABILITY: SURFACE MOTION
 CG0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0176+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 CG0176
 CG0176  HISTORY     - Date     Condition        Report By
 CG0176  HISTORY     - 1945     MONUMENTED       CGS
 CG0176  HISTORY     - 20010419 GOOD             NGS
 CG0176
 CG0176                          STATION DESCRIPTION
 CG0176
 CG0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0176'1.0 MI W FROM HEREFORD.
 CG0176'1.0 MILE WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO.
 CG0176'RAILROAD STATION AT HEREFORD, COCHISE COUNTY, AT THE JUNCTION OF A
 CG0176'ROAD LEADING NORTH, 33 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 CG0176'ROAD, 11 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 3.5 FEET EAST
 CG0176'OF THE EAST POST OF A GATE, 1 FOOT SOUTH OF AN EAST AND WEST FENCE,
 CG0176'AND 1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 CG0176'STAMPED G 261 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0176'0.3 FOOT ABOVE GROUND.
 CG0176
 CG0176                          STATION RECOVERY (2001)
 CG0176
 CG0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0176'DISK NOW STAMPED 'G 261 ASA 94 1945'.  E-W RAOD IS CALLED HEREFORD
 CG0176'ROAD.  ROAD TO NORTH IS NOW A GATED HIKING TRAIL.  A NEW WITNESS SIGN
 CG0176'(OF AZDT) IS 2 FEET NW OF MARK.  IT IS 0.4 MI EAST OF S. PALOMINAS
 CG0176'ROAD.  CONCRETE POST OF PARTIALLY EXHUMED AND IS PAINTED BLUE.  THERE
 CG0176'IS NO STATION AT HEREFORD AND RAILROAD IS NOW THE SAN PEDRO AND
 CG0176'SOUTHWESTERN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0045 ***********************************************************************
 ET0045  DESIGNATION -  G 262
 ET0045  PID         -  ET0045
 ET0045  STATE/COUNTY-  AZ/YAVAPAI
 ET0045  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0045
 ET0045                         *CURRENT SURVEY CONTROL
 ET0045  ___________________________________________________________________
 ET0045* NAD 83(1986)-  34 38 39.     (N)    112 25 59.     (W)     SCALED    
 ET0045* NAVD 88     -      1541.40   (+/-2cm)    5057.1    (feet)  VERTCON   
 ET0045  ___________________________________________________________________
 ET0045  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0045  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0045
 ET0045.This mark is at Ernest A Love Field Airport (PRC)
 ET0045
 ET0045.The horizontal coordinates were scaled from a topographic map and have
 ET0045.an estimated accuracy of +/- 6 seconds.
 ET0045
 ET0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0045.The vertical order pertains to the NGVD 29 superseded value.
 ET0045
 ET0045.The geoid height was determined by GEOID03.
 ET0045
 ET0045;                    North         East    Units  Estimated Accuracy
 ET0045;SPC AZ C     -   404,220.      166,020.      MT  (+/- 180 meters Scaled)
 ET0045
 ET0045                          SUPERSEDED SURVEY CONTROL
 ET0045
 ET0045  NGVD 29 (??/??/92) 1540.530  (m)         5054.22   (f) ADJ UNCH    1 2
 ET0045
 ET0045.Superseded values are not recommended for survey control.
 ET0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0045.See file dsdata.txt to determine how the superseded data were derived.
 ET0045
 ET0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD686345(NAD 83)
 ET0045_MARKER: DB = BENCH MARK DISK
 ET0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0045_STAMPING: G 262 1945
 ET0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0045+STABILITY: SURFACE MOTION
 ET0045
 ET0045  HISTORY     - Date     Condition        Report By
 ET0045  HISTORY     - 1945     MONUMENTED       CGS
 ET0045  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0045  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 ET0045
 ET0045                          STATION DESCRIPTION
 ET0045
 ET0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 ET0045'IN ERNEST A LOVE AIRPORT.
 ET0045'AT THE ERNEST A. LOVE AIRPORT, SET AT THE MAIN GATE, 49 FEET NORTHEAST
 ET0045'OF CENTER-LINE OF U.S. HIGHWAY NO. 89, 18 FEET WEST OF CENTER-LINE OF
 ET0045'ROAD NORTH INTO FIELD, 7.2 FEET NORTHWEST OF THE NORTHWEST GATE POST,
 ET0045'1.4 FEET SOUTHWEST OF THE FENCE, 1.7 FEET SOUTHEAST OF REFERENCE POST.
 ET0045'BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 ET0045'FIELD AND PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 ET0045
 ET0045                          STATION RECOVERY (1973)
 ET0045
 ET0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0045'MARK NOT FOUND.
 ET0045
 ET0045                          STATION RECOVERY (1995)
 ET0045
 ET0045'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 ET0045'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 ET0045'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0757 ***********************************************************************
 DV0757  DESIGNATION -  G 263
 DV0757  PID         -  DV0757
 DV0757  STATE/COUNTY-  AZ/MARICOPA
 DV0757  USGS QUAD   -  TONOPAH (1984)
 DV0757
 DV0757                         *CURRENT SURVEY CONTROL
 DV0757  ___________________________________________________________________
 DV0757* NAD 83(1986)-  33 29 38.     (N)    112 58 09.     (W)     SCALED    
 DV0757* NAVD 88     -       354.001  (meters)    1161.42   (feet)  ADJUSTED  
 DV0757  ___________________________________________________________________
 DV0757  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0757  DYNAMIC HT  -         353.588 (meters)    1160.06  (feet)  COMP
 DV0757  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 DV0757
 DV0757  VERT ORDER  -  FIRST     CLASS II
 DV0757
 DV0757.The horizontal coordinates were scaled from a topographic map and have
 DV0757.an estimated accuracy of +/- 6 seconds.
 DV0757
 DV0757.The orthometric height was determined by differential leveling
 DV0757.and adjusted in June 1991.
 DV0757
 DV0757.The geoid height was determined by GEOID03.
 DV0757
 DV0757.The dynamic height is computed by dividing the NAVD 88
 DV0757.geopotential number by the normal gravity value computed on the
 DV0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0757.degrees latitude (g = 980.6199 gals.).
 DV0757
 DV0757.The modeled gravity was interpolated from observed gravity values.
 DV0757
 DV0757;                    North         East    Units  Estimated Accuracy
 DV0757;SPC AZ C     -   277,020.      115,560.      MT  (+/- 180 meters Scaled)
 DV0757
 DV0757                          SUPERSEDED SURVEY CONTROL
 DV0757
 DV0757  NGVD 29 (??/??/92)  353.351  (m)         1159.29   (f) ADJ UNCH    1 2
 DV0757
 DV0757.Superseded values are not recommended for survey control.
 DV0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0757.See file dsdata.txt to determine how the superseded data were derived.
 DV0757
 DV0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC170077(NAD 83)
 DV0757_MARKER: DB = BENCH MARK DISK
 DV0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0757_STAMPING: G 263 1947
 DV0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0757+STABILITY: SURFACE MOTION
 DV0757
 DV0757  HISTORY     - Date     Condition        Report By
 DV0757  HISTORY     - 1947     MONUMENTED       CGS
 DV0757  HISTORY     - 1967     GOOD             NGS
 DV0757  HISTORY     - 1981     GOOD             NGS
 DV0757
 DV0757                          STATION DESCRIPTION
 DV0757
 DV0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0757'1.6 MI W FROM TONOPAH.
 DV0757'1.6 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0757'TONOPAH, IN S 22, T 2 N, R 7 W, 0.1 MILE EAST OF THE INTERSECTION OF
 DV0757'INDIAN SCHOOL ROAD AND A TRAIL ROAD WHICH IS NEAR THE CROSSING OF
 DV0757'INDIAN SCHOOL ROAD AND A POWER LINE, 37 FEET NORTH OF THE CENTER LINE
 DV0757'OF THE ROAD, 143 FEET WEST OF POWER POLE NUMBER 42, 75 FEET WEST OF
 DV0757'THE CREST OF A SMALL HILL, 5 1/2 FEET NORTH OF A FENCE, 4.0 FEET EAST
 DV0757'OF A WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 DV0757'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0757
 DV0757                          STATION RECOVERY (1981)
 DV0757
 DV0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0722 ***********************************************************************
 DV0722  DESIGNATION -  G 264
 DV0722  PID         -  DV0722
 DV0722  STATE/COUNTY-  AZ/MARICOPA
 DV0722  USGS QUAD   -  BUCKEYE NW (1982)
 DV0722
 DV0722                         *CURRENT SURVEY CONTROL
 DV0722  ___________________________________________________________________
 DV0722* NAD 83(1986)-  33 27 23.     (N)    112 39 14.     (W)     SCALED    
 DV0722* NAVD 88     -       350.809  (meters)    1150.95   (feet)  ADJUSTED  
 DV0722  ___________________________________________________________________
 DV0722  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DV0722  DYNAMIC HT  -         350.405 (meters)    1149.62  (feet)  COMP
 DV0722  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DV0722
 DV0722  VERT ORDER  -  FIRST     CLASS II
 DV0722
 DV0722.The horizontal coordinates were scaled from a topographic map and have
 DV0722.an estimated accuracy of +/- 6 seconds.
 DV0722
 DV0722.The orthometric height was determined by differential leveling
 DV0722.and adjusted in June 1991.
 DV0722
 DV0722.The geoid height was determined by GEOID03.
 DV0722
 DV0722.The dynamic height is computed by dividing the NAVD 88
 DV0722.geopotential number by the normal gravity value computed on the
 DV0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0722.degrees latitude (g = 980.6199 gals.).
 DV0722
 DV0722.The modeled gravity was interpolated from observed gravity values.
 DV0722
 DV0722;                    North         East    Units  Estimated Accuracy
 DV0722;SPC AZ C     -   272,610.      144,830.      MT  (+/- 180 meters Scaled)
 DV0722
 DV0722                          SUPERSEDED SURVEY CONTROL
 DV0722
 DV0722  NGVD 29 (??/??/92)  350.158  (m)         1148.81   (f) ADJ UNCH    1 2
 DV0722
 DV0722.Superseded values are not recommended for survey control.
 DV0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0722.See file dsdata.txt to determine how the superseded data were derived.
 DV0722
 DV0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC462031(NAD 83)
 DV0722_MARKER: DB = BENCH MARK DISK
 DV0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0722_STAMPING: G 264 1947
 DV0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0722+STABILITY: SURFACE MOTION
 DV0722
 DV0722  HISTORY     - Date     Condition        Report By
 DV0722  HISTORY     - 1947     MONUMENTED       CGS
 DV0722  HISTORY     - 1967     GOOD             NGS
 DV0722  HISTORY     - 1981     GOOD             NGS
 DV0722  HISTORY     - 20010417 POOR             MCDOT
 DV0722  HISTORY     - 20080407 POOR             GEOCAC
 DV0722
 DV0722                          STATION DESCRIPTION
 DV0722
 DV0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0722'8.05 MI NW FROM BUCKEYE.
 DV0722'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0722'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 3.95 MILES
 DV0722'NORTHWEST ALONG YUMA ROAD, IN S 3, T 1 N, R 4 W, 33 FEET SOUTH OF THE
 DV0722'CENTER LINE OF THE ROAD, 144 FEET WEST OF POWER POLE NUMBER 4-13, 30
 DV0722'FEET SOUTH OF THE MIDDLE OF 3 POWER LINE WIRES, 3.7 FEET NORTHWEST OF
 DV0722'A 4- BY 4-INCH WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DV0722'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DV0722
 DV0722                          STATION RECOVERY (1981)
 DV0722
 DV0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0722'RECOVERED IN GOOD CONDITION.
 DV0722
 DV0722                          STATION RECOVERY (2001)
 DV0722
 DV0722'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0722'MONUMENT IS COMPLETLY EXPOSED, THOUGH APPEARS SOLID, AND IS ABOUT 2'
 DV0722'FROM GRADED RD.
 DV0722'FROM JUNCT. OF MCDOWELL + PALO VERDE RDS. GO .2 MILES E TO BEND IN RD.
 DV0722'THENCE.2MILE S TO ANOTHER BEND IN RD. THENCE 1.1MILE SE TO BM G264
 DV0722'USC+G BC SET IN CONC. PEDESTAL EXPOSED BUT APPEARS SOLID, AND IS 2'
 DV0722'FROM GRADED SURFACE OF ROAD
 DV0722' 
 DV0722' 
 DV0722' 
 DV0722
 DV0722                          STATION RECOVERY (2008)
 DV0722
 DV0722'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0722'THE MONUMENT HAS BEEN PUSHED OVER AND LEANS AT ABOUT 30 DEG. EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0108 ***********************************************************************
 DV0108  DESIGNATION -  G 265
 DV0108  PID         -  DV0108
 DV0108  STATE/COUNTY-  AZ/MARICOPA
 DV0108  USGS QUAD   -  WADDELL (1975)
 DV0108
 DV0108                         *CURRENT SURVEY CONTROL
 DV0108  ___________________________________________________________________
 DV0108* NAD 83(1986)-  33 31 18.     (N)    112 28 11.     (W)     SCALED    
 DV0108* NAVD 88     -       356.194  (meters)    1168.61   (feet)  ADJUSTED  
 DV0108  ___________________________________________________________________
 DV0108  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV0108  DYNAMIC HT  -         355.784 (meters)    1167.27  (feet)  COMP
 DV0108  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV0108
 DV0108  VERT ORDER  -  FIRST     CLASS II
 DV0108
 DV0108.The horizontal coordinates were scaled from a topographic map and have
 DV0108.an estimated accuracy of +/- 6 seconds.
 DV0108
 DV0108.The orthometric height was determined by differential leveling
 DV0108.and adjusted in June 1991.
 DV0108
 DV0108.The geoid height was determined by GEOID03.
 DV0108
 DV0108.The dynamic height is computed by dividing the NAVD 88
 DV0108.geopotential number by the normal gravity value computed on the
 DV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0108.degrees latitude (g = 980.6199 gals.).
 DV0108
 DV0108.The modeled gravity was interpolated from observed gravity values.
 DV0108
 DV0108;                    North         East    Units  Estimated Accuracy
 DV0108;SPC AZ C     -   279,740.      161,990.      MT  (+/- 180 meters Scaled)
 DV0108
 DV0108                          SUPERSEDED SURVEY CONTROL
 DV0108
 DV0108  NGVD 29 (??/??/92)  355.708  (m)         1167.02   (f) ADJ UNCH    1 2
 DV0108
 DV0108.Superseded values are not recommended for survey control.
 DV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0108.See file dsdata.txt to determine how the superseded data were derived.
 DV0108
 DV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC635100(NAD 83)
 DV0108_MARKER: DB = BENCH MARK DISK
 DV0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0108_STAMPING: G 265 1948
 DV0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0108+STABILITY: SURFACE MOTION
 DV0108
 DV0108  HISTORY     - Date     Condition        Report By
 DV0108  HISTORY     - 1948     MONUMENTED       CGS
 DV0108  HISTORY     - 1967     GOOD             NGS
 DV0108  HISTORY     - 1981     GOOD             NGS
 DV0108  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0108
 DV0108                          STATION DESCRIPTION
 DV0108
 DV0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0108'12.5 MI NW FROM GOODYEAR.
 DV0108'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0108'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0108'ALONG WEST INDIAN SCHOOL ROAD, THENCE 2.0 MILES NORTH ALONG CANAL ROAD
 DV0108'WHICH PARALLELS THE EAST SIDE OF THE BEARDSLEY CANAL, IN SECTION 16, T
 DV0108'2 N, R 2 W, 22 1/2 FEET EAST OF THE CENTER LINE OF CANAL ROAD, 102
 DV0108'YARDS SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 73 YARDS SOUTH OF THE
 DV0108'CENTER LINE OF A WASH, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 DV0108'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0108'POST WHICH PROJECTS 6 INCHES.
 DV0108
 DV0108                          STATION RECOVERY (1981)
 DV0108
 DV0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0108'RECOVERED IN GOOD CONDITION.
 DV0108
 DV0108                          STATION RECOVERY (2007)
 DV0108
 DV0108'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0108'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. A SIGNLESS WITNESS POST
 DV0108'WAS LOCATED AT THE DESCRIBED LOCATION, BUT DIGGING NEARBY ONLY
 DV0108'PRODUCED A NONDESCRIPT LUMP OF CONCRETE WITH NO DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0119 ***********************************************************************
 DV0119  DESIGNATION -  G 267
 DV0119  PID         -  DV0119
 DV0119  STATE/COUNTY-  AZ/MARICOPA
 DV0119  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0119
 DV0119                         *CURRENT SURVEY CONTROL
 DV0119  ___________________________________________________________________
 DV0119* NAD 83(1986)-  33 40 09.     (N)    112 08 06.     (W)     SCALED    
 DV0119* NAVD 88     -       411.75   (+/-2cm)    1350.9    (feet)  VERTCON   
 DV0119  ___________________________________________________________________
 DV0119  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV0119  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0119
 DV0119.The horizontal coordinates were scaled from a topographic map and have
 DV0119.an estimated accuracy of +/- 6 seconds.
 DV0119
 DV0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0119.The vertical order pertains to the NGVD 29 superseded value.
 DV0119
 DV0119.The geoid height was determined by GEOID03.
 DV0119
 DV0119;                    North         East    Units  Estimated Accuracy
 DV0119;SPC AZ C     -   295,980.      193,110.      MT  (+/- 180 meters Scaled)
 DV0119
 DV0119                          SUPERSEDED SURVEY CONTROL
 DV0119
 DV0119  NGVD 29 (??/??/92)  411.179  (m)         1349.01   (f) ADJ UNCH    1 2
 DV0119
 DV0119.Superseded values are not recommended for survey control.
 DV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0119.See file dsdata.txt to determine how the superseded data were derived.
 DV0119
 DV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947260(NAD 83)
 DV0119_MARKER: DB = BENCH MARK DISK
 DV0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0119_STAMPING: G 267 1948
 DV0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0119+STABILITY: SURFACE MOTION
 DV0119
 DV0119  HISTORY     - Date     Condition        Report By
 DV0119  HISTORY     - 1948     MONUMENTED       CGS
 DV0119  HISTORY     - 1970     MARK NOT FOUND   NGS
 DV0119
 DV0119                          STATION DESCRIPTION
 DV0119
 DV0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0119'11.8 MI NE FROM GLENDALE.
 DV0119'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0119'GLENDALE, THENCE 10.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD. AT
 DV0119'A FENCE CORNER, ABOUT 0.4 MILE NORTH OF A RANCH HOUSE, 40.9 FEET WEST
 DV0119'OF THE CENTER LINE OF THE OLD BLACK CANYON ROAD, 3.8 FEET WEST OF A
 DV0119'CORNER FENCE POST, 1.4 FEET NORTH OF A WIRE FENCE, 2.2 FEET EAST OF A
 DV0119'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DV0119'OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0119
 DV0119                          STATION RECOVERY (1970)
 DV0119
 DV0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1101 ***********************************************************************
 DU1101  DESIGNATION -  G 268
 DU1101  PID         -  DU1101
 DU1101  STATE/COUNTY-  AZ/MARICOPA
 DU1101  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1101
 DU1101                         *CURRENT SURVEY CONTROL
 DU1101  ___________________________________________________________________
 DU1101* NAD 83(1986)-  33 31 26.     (N)    111 58 54.     (W)     SCALED    
 DU1101* NAVD 88     -       398.25   (+/-2cm)    1306.6    (feet)  VERTCON   
 DU1101  ___________________________________________________________________
 DU1101  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1101  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1101
 DU1101.The horizontal coordinates were scaled from a topographic map and have
 DU1101.an estimated accuracy of +/- 6 seconds.
 DU1101
 DU1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1101.The vertical order pertains to the NGVD 29 superseded value.
 DU1101
 DU1101.The geoid height was determined by GEOID03.
 DU1101
 DU1101;                    North         East    Units  Estimated Accuracy
 DU1101;SPC AZ C     -   279,850.      207,320.      MT  (+/- 180 meters Scaled)
 DU1101
 DU1101                          SUPERSEDED SURVEY CONTROL
 DU1101
 DU1101  NGVD 29 (??/??/92)  397.67   (m)         1304.7    (f) COMPUTED    1 2
 DU1101
 DU1101.Superseded values are not recommended for survey control.
 DU1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1101.See file dsdata.txt to determine how the superseded data were derived.
 DU1101
 DU1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC088097(NAD 83)
 DU1101_MARKER: DB = BENCH MARK DISK
 DU1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1101_STAMPING: G 268 1948
 DU1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1101+STABILITY: SURFACE MOTION
 DU1101
 DU1101  HISTORY     - Date     Condition        Report By
 DU1101  HISTORY     - 1948     MONUMENTED       CGS
 DU1101  HISTORY     - 1967     MARK NOT FOUND   USGS
 DU1101  HISTORY     - 20070706 MARK NOT FOUND   GEOCAC
 DU1101
 DU1101                          STATION DESCRIPTION
 DU1101
 DU1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1101'5.3 MI NW FROM SCOTTSDALE.
 DU1101'ABOUT 2.1 MILES NORTH ALONG THE SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1101'AT SCOTTSDALE, THENCE 3.2 MILES WEST ALONG MC DONALD DRIVE, ABOUT 0.4
 DU1101'MILE WEST OF THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO THE
 DU1101'CAMELBACK INN, 91.0 FEET EAST OF THE CENTER OF A WASH AT A DIP IN THE
 DU1101'ROAD, 48.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF
 DU1101'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DU1101'OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- MACDONALD DRIVE HAS
 DU1101'BEEN WIDENED AT THE DESCRIBED LOCATION OF THIS MARK.  IT IS BELIEVED
 DU1101'THAT THE MARK WAS EITHER DESTROYED OR COVERED DURING ROAD
 DU1101'CONSTRUCTION.
 DU1101
 DU1101                          STATION RECOVERY (1967)
 DU1101
 DU1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DU1101'MARK NOT FOUND.
 DU1101
 DU1101                          STATION RECOVERY (2007)
 DU1101
 DU1101'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1101'MCDONALD DRIVE HAS BEEN SUBJECT TO ADDITIONAL WIDENING OVER THE LAST
 DU1101'TWO YEARS, AND DUE TO TERRAIN CONSTRAINTS, THE WIDENING HAS BEEN MORE
 DU1101'TOWARDS THE NORTH. WHILE IT IS DIFFICULT TO DETERMINE THE ORIGINAL
 DU1101'CENTERLINE, THERE IS NO LONGER A MARK NORTH OF THE ROADWAY AND 91 FEET
 DU1101'EAST OF THE WASH/DIP IN THE ROAD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1071 ***********************************************************************
 DU1071  DESIGNATION -  G 269
 DU1071  PID         -  DU1071
 DU1071  STATE/COUNTY-  AZ/MARICOPA
 DU1071  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1071
 DU1071                         *CURRENT SURVEY CONTROL
 DU1071  ___________________________________________________________________
 DU1071* NAD 83(1986)-  33 30 58.     (N)    111 41 48.     (W)     SCALED    
 DU1071* NAVD 88     -       402.844  (meters)    1321.66   (feet)  READJUSTED
 DU1071  ___________________________________________________________________
 DU1071  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1071  DYNAMIC HT  -         402.370 (meters)    1320.11  (feet)  COMP
 DU1071  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 DU1071
 DU1071  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1071
 DU1071.The horizontal coordinates were scaled from a topographic map and have
 DU1071.an estimated accuracy of +/- 6 seconds.
 DU1071
 DU1071.The orthometric height was determined by differential leveling
 DU1071.and adjusted in April 1999.
 DU1071.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1071.distribution rate of 0.0 thru 1.0 mm/km.
 DU1071.The height was derived from older observations constrained to new
 DU1071.heights in a crustal motion area.  The height is approximate in
 DU1071.relation to other heights in its vicinity.
 DU1071
 DU1071.The geoid height was determined by GEOID03.
 DU1071
 DU1071.The dynamic height is computed by dividing the NAVD 88
 DU1071.geopotential number by the normal gravity value computed on the
 DU1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1071.degrees latitude (g = 980.6199 gals.).
 DU1071
 DU1071.The modeled gravity was interpolated from observed gravity values.
 DU1071
 DU1071;                    North         East    Units  Estimated Accuracy
 DU1071;SPC AZ C     -   279,010.      233,800.      MT  (+/- 180 meters Scaled)
 DU1071
 DU1071                          SUPERSEDED SURVEY CONTROL
 DU1071
 DU1071  NAVD 88 (06/15/91)  402.856  (m)         1321.70   (f) UNKNOWN     1 1
 DU1071  NGVD 29 (??/??/92)  402.273  (m)         1319.79   (f) ADJ UNCH    1 1
 DU1071
 DU1071.Superseded values are not recommended for survey control.
 DU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1071.See file dsdata.txt to determine how the superseded data were derived.
 DU1071
 DU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC353087(NAD 83)
 DU1071_MARKER: DD = SURVEY DISK
 DU1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1071_SP_SET: ABUTMENT
 DU1071_STAMPING: G 269
 DU1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1071+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1071
 DU1071  HISTORY     - Date     Condition        Report By
 DU1071  HISTORY     - UNK      MONUMENTED       BOR
 DU1071  HISTORY     - 1967     GOOD             NGS
 DU1071  HISTORY     - 1975     GOOD             NGS
 DU1071  HISTORY     - 1980     GOOD             NGS
 DU1071  HISTORY     - 20080419 GOOD             GEOCAC
 DU1071
 DU1071                          STATION DESCRIPTION
 DU1071
 DU1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1071'8.7 MI N FROM BUCKHORN.
 DU1071'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1071'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1071'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH
 DU1071'ALONG A GRAVELED ROAD, IN SECTION 13, T 2 N, R 6 E, 0.3 MILE WEST OF
 DU1071'THE NORTH END OF GRANITE REEF DAM, 9 1/2 FEET WEST OF THE CENTER LINE
 DU1071'OF THE ROAD, A U.S. RECLAMATION SERVICE DISK SET IN THE TOP OF THE
 DU1071'WEST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER THE
 DU1071'ARIZONA CANAL, 19 FEET WEST OF THE NORTHWEST CORNER OF A SMALL METAL
 DU1071'BUILDING, AND ABOUT LEVEL WITH THE ROAD.
 DU1071
 DU1071                          STATION RECOVERY (1975)
 DU1071
 DU1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1071'ABOUT 6.5 MILES NORTH ALONG BUSH HIGHWAY FROM THE INTERSECTION OF U.S.
 DU1071'HWY. 60, 70, 80, AND 89 AND BUSH HWY. IN EAST MESA, THENCE 0.85 MILE
 DU1071'WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTH ALONG A GRAVEL ROAD,
 DU1071'IN SECTION 13, T2N, R6E, 0.3 MILE WEST OF THE NORTH END OF GRANITE
 DU1071'REEF DAM, 9 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, A U.S.
 DU1071'RECLAMATION SERVICE DISK SET IN THE TOP OF THE WEST END OF THE SOUTH
 DU1071'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER THE ARIZONA CANAL, 19 FEET
 DU1071'WEST OF THE NORTHWEST CORNER OF A SMALL METAL BUILDING, AND ABOUT
 DU1071'LEVEL WITH THE ROAD.  1/4, SEC 13, T 2N, R 6E.
 DU1071
 DU1071                          STATION RECOVERY (1980)
 DU1071
 DU1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1071'RECOVERED IN GOOD CONDITION.
 DU1071
 DU1071                          STATION RECOVERY (2008)
 DU1071
 DU1071'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1071'RECOVERED AS DESCRIBED (SEE NOTE), IN GOOD CONDITION. GPS (HH2)
 DU1071'CO-ORDINATES N33 30.977' W111 41.808'. NOTE- THE BRIDGE ITSELF AND THE
 DU1071'METAL BUILDING HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0158 ***********************************************************************
 ET0158  DESIGNATION -  G 27
 ET0158  PID         -  ET0158
 ET0158  STATE/COUNTY-  AZ/YAVAPAI
 ET0158  USGS QUAD   -  PRESCOTT (1973)
 ET0158
 ET0158                         *CURRENT SURVEY CONTROL
 ET0158  ___________________________________________________________________
 ET0158* NAD 83(1986)-  34 33 03.     (N)    112 28 47.     (W)     SCALED    
 ET0158* NAVD 88     -      1635.577  (meters)    5366.06   (feet)  POSTED    
 ET0158  ___________________________________________________________________
 ET0158  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 ET0158  DYNAMIC HT  -        1633.330 (meters)    5358.68  (feet)  COMP
 ET0158  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 ET0158
 ET0158  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0158
 ET0158.The horizontal coordinates were scaled from a topographic map and have
 ET0158.an estimated accuracy of +/- 6 seconds.
 ET0158
 ET0158.The orthometric height was determined by differential leveling
 ET0158.and adjusted in November 2005.
 ET0158.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0158.rate of 1.1 thru 2.0 mm/km.
 ET0158
 ET0158.The geoid height was determined by GEOID03.
 ET0158
 ET0158.The dynamic height is computed by dividing the NAVD 88
 ET0158.geopotential number by the normal gravity value computed on the
 ET0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0158.degrees latitude (g = 980.6199 gals.).
 ET0158
 ET0158.The modeled gravity was interpolated from observed gravity values.
 ET0158
 ET0158;                    North         East    Units  Estimated Accuracy
 ET0158;SPC AZ C     -   393,890.      161,690.      MT  (+/- 180 meters Scaled)
 ET0158
 ET0158                          SUPERSEDED SURVEY CONTROL
 ET0158
 ET0158  NGVD 29 (??/??/92) 1634.728  (m)         5363.27   (f) ADJ UNCH    1 2
 ET0158
 ET0158.Superseded values are not recommended for survey control.
 ET0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0158.See file dsdata.txt to determine how the superseded data were derived.
 ET0158
 ET0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD642242(NAD 83)
 ET0158_MARKER: DB = BENCH MARK DISK
 ET0158_SETTING: 66 = SET IN ROCK OUTCROP
 ET0158_SP_SET: GRANITE ROCK
 ET0158_STAMPING: G 27 1933
 ET0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0158+STABILITY: POSITION/ELEVATION WELL
 ET0158
 ET0158  HISTORY     - Date     Condition        Report By
 ET0158  HISTORY     - 1933     MONUMENTED       CGS
 ET0158  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0158  HISTORY     - 20030608 MARK NOT FOUND   NGS
 ET0158
 ET0158                          STATION DESCRIPTION
 ET0158
 ET0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0158'IN PRESCOTT.
 ET0158'ON A.T. AND S. F. RIGHT OF WAY, 300 FEET NORTHWEST OF HIGHWAY
 ET0158'CROSSING, 42 FEET EAST OF MILEPOST 58, 25 FEET NORTHEAST OF RAILROAD
 ET0158'CENTER-LINE, ON TOP OF GRANITE ROCK PAINTED WHITE B.M.
 ET0158
 ET0158                          STATION RECOVERY (1997)
 ET0158
 ET0158'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0158'MARK NOT FOUND.
 ET0158
 ET0158                          STATION RECOVERY (2003)
 ET0158
 ET0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0158'AREA HAS BEEN DISTURBED BY CONSTRUCTION.  MARK WAS SEEN IN PLACE BY
 ET0158'THIS PARTY IN 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0425 ***********************************************************************
 DU0425  DESIGNATION -  G 270
 DU0425  PID         -  DU0425
 DU0425  STATE/COUNTY-  AZ/MARICOPA
 DU0425  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0425
 DU0425                         *CURRENT SURVEY CONTROL
 DU0425  ___________________________________________________________________
 DU0425* NAD 83(1986)-  33 32 41.     (N)    111 20 16.     (W)     SCALED    
 DU0425* NAVD 88     -       865.145  (meters)    2838.40   (feet)  ADJUSTED  
 DU0425  ___________________________________________________________________
 DU0425  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DU0425  DYNAMIC HT  -         864.010 (meters)    2834.67  (feet)  COMP
 DU0425  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 DU0425
 DU0425  VERT ORDER  -  FIRST     CLASS II
 DU0425
 DU0425.The horizontal coordinates were scaled from a topographic map and have
 DU0425.an estimated accuracy of +/- 6 seconds.
 DU0425
 DU0425.The orthometric height was determined by differential leveling
 DU0425.and adjusted in June 1991.
 DU0425
 DU0425.The geoid height was determined by GEOID03.
 DU0425
 DU0425.The dynamic height is computed by dividing the NAVD 88
 DU0425.geopotential number by the normal gravity value computed on the
 DU0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0425.degrees latitude (g = 980.6199 gals.).
 DU0425
 DU0425.The modeled gravity was interpolated from observed gravity values.
 DU0425
 DU0425;                    North         East    Units  Estimated Accuracy
 DU0425;SPC AZ C     -   282,310.      267,120.      MT  (+/- 180 meters Scaled)
 DU0425
 DU0425                          SUPERSEDED SURVEY CONTROL
 DU0425
 DU0425  NGVD 29 (??/??/92)  864.511  (m)         2836.32   (f) ADJ UNCH    1 2
 DU0425
 DU0425.Superseded values are not recommended for survey control.
 DU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0425.See file dsdata.txt to determine how the superseded data were derived.
 DU0425
 DU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC686117(NAD 83)
 DU0425_MARKER: DB = BENCH MARK DISK
 DU0425_SETTING: 66 = SET IN ROCK OUTCROP
 DU0425_SP_SET: ROCK OUTCROP
 DU0425_STAMPING: G 270 1948
 DU0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0425+STABILITY: POSITION/ELEVATION WELL
 DU0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0425+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0425
 DU0425  HISTORY     - Date     Condition        Report By
 DU0425  HISTORY     - 1948     MONUMENTED       CGS
 DU0425  HISTORY     - 1980     GOOD             NGS
 DU0425  HISTORY     - 20070512 GOOD             GEOCAC
 DU0425  HISTORY     - 20081008 GOOD             GEOCAC
 DU0425
 DU0425                          STATION DESCRIPTION
 DU0425
 DU0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0425'5.5 MI NE FROM TORTILLA FLAT.
 DU0425'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0425'TORTILLA FLAT, 0.4 MILE WEST OF MILE POST 21-39, 135 FEET NORTH OF THE
 DU0425'CENTER LINE OF THE HIGHWAY, 51.8 FEET WEST OF THE CENTER LINE OF THE
 DU0425'ROAD LEADING TO HORSE MESA DAM, 2.0 FEET NORTH OF THE SOUTH EDGE OF
 DU0425'THE OUTCROP, ABOUT 10 FEET ABOVE THE HIGHWAY LEVEL, SET AT THE SUMMIT
 DU0425'OF THE HIGHWAY IN A ROCK OUTCROP AND PROJECTING ABOUT 2.0 FEET ABOVE
 DU0425'THE GROUND.
 DU0425
 DU0425                          STATION RECOVERY (1980)
 DU0425
 DU0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0425'6.9 KM (4.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0425'AT TORTILLA FLAT, 0.2 KM (0.1 MI) WEST OF HIGHWAY MILEPOST 219,
 DU0425'IN TOP OF A ROCK OUTCROP, AT THE NORTHEAST CORNER OF THE
 DU0425'JUNCTION OF A DIRT ROAD LEADING NORTH TO HORSE MESA DAM,
 DU0425'41.1 METERS (135 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DU0425'15.7 METERS (51.5 FT) WEST OF THE CENTERLINE OF THE DIRT
 DU0425'ROAD, 0.6 METER (2.0 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP.
 DU0425'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 DU0425
 DU0425                          STATION RECOVERY (2007)
 DU0425
 DU0425'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0425'RECOVERED IN GOOD CONDITION.
 DU0425
 DU0425                          STATION RECOVERY (2008)
 DU0425
 DU0425'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0425'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0425'33 32.684' W 111
 DU0425'20.276'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0492 ***********************************************************************
 DV0492  DESIGNATION -  G 271
 DV0492  PID         -  DV0492
 DV0492  STATE/COUNTY-  AZ/MARICOPA
 DV0492  USGS QUAD   -  PHOENIX (1982)
 DV0492
 DV0492                         *CURRENT SURVEY CONTROL
 DV0492  ___________________________________________________________________
 DV0492* NAD 83(1986)-  33 26 39.     (N)    112 07 03.     (W)     SCALED    
 DV0492* NAVD 88     -       325.09   (+/-2cm)    1066.6    (feet)  VERTCON   
 DV0492  ___________________________________________________________________
 DV0492  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0492
 DV0492.The horizontal coordinates were scaled from a topographic map and have
 DV0492.an estimated accuracy of +/- 6 seconds.
 DV0492
 DV0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0492.The vertical order pertains to the NGVD 29 superseded value.
 DV0492
 DV0492.The geoid height was determined by GEOID03.
 DV0492
 DV0492;                    North         East    Units  Estimated Accuracy
 DV0492;SPC AZ C     -   271,030.      194,690.      MT  (+/- 180 meters Scaled)
 DV0492
 DV0492                          SUPERSEDED SURVEY CONTROL
 DV0492
 DV0492  NGVD 29 (??/??/92)  324.436  (m)         1064.42   (f) ADJ UNCH    2 0
 DV0492
 DV0492.Superseded values are not recommended for survey control.
 DV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0492.See file dsdata.txt to determine how the superseded data were derived.
 DV0492
 DV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961010(NAD 83)
 DV0492_MARKER: DB = BENCH MARK DISK
 DV0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0492_SP_SET: CULVERT
 DV0492_STAMPING: G 271 1948
 DV0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0492
 DV0492  HISTORY     - Date     Condition        Report By
 DV0492  HISTORY     - 1948     MONUMENTED       CGS
 DV0492  HISTORY     - 1960     GOOD             NGS
 DV0492  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV0492
 DV0492                          STATION DESCRIPTION
 DV0492
 DV0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0492'2.2 MI W FROM PHOENIX.
 DV0492'2.2 MILES WEST ALONG SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0492'STATION AT PHOENIX, 32.3 FEET NORTH OF THE MAIN TRACK, 24.9 FEET WEST
 DV0492'OF THE CENTER LINE OF 27TH. AVE, 0.5 FOOT EAST OF THE WEST EDGE, 0.4
 DV0492'FOOT SOUTH OF THE NORTH EDGE, SET IN TOP OF CONCRETE HEADWALL OF A
 DV0492'CONCRETE CULVERT UNDER RAILROAD, 2.0 FEET BELOW THE LEVEL OF THE
 DV0492'HIGHWAY.
 DV0492
 DV0492                          STATION RECOVERY (1960)
 DV0492
 DV0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0492'RECOVERED IN GOOD CONDITION.
 DV0492
 DV0492                          STATION RECOVERY (2006)
 DV0492
 DV0492'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0492'THERE IS NO LONGER A CULVERT HEADWALL AT THE DESCRIBED LOCATION,
 DV0492'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0424 ***********************************************************************
 DV0424  DESIGNATION -  G 272
 DV0424  PID         -  DV0424
 DV0424  STATE/COUNTY-  AZ/MARICOPA
 DV0424  USGS QUAD   -  PHOENIX (1982)
 DV0424
 DV0424                         *CURRENT SURVEY CONTROL
 DV0424  ___________________________________________________________________
 DV0424* NAD 83(1986)-  33 24 24.     (N)    112 05 19.     (W)     SCALED    
 DV0424* NAVD 88     -       324.46   (+/-2cm)    1064.5    (feet)  VERTCON   
 DV0424  ___________________________________________________________________
 DV0424  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0424
 DV0424.The horizontal coordinates were scaled from a topographic map and have
 DV0424.an estimated accuracy of +/- 6 seconds.
 DV0424
 DV0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0424.The vertical order pertains to the NGVD 29 superseded value.
 DV0424
 DV0424.The geoid height was determined by GEOID03.
 DV0424
 DV0424;                    North         East    Units  Estimated Accuracy
 DV0424;SPC AZ C     -   266,860.      197,370.      MT  (+/- 180 meters Scaled)
 DV0424
 DV0424                          SUPERSEDED SURVEY CONTROL
 DV0424
 DV0424  NGVD 29 (??/??/92)  323.806  (m)         1062.35   (f) ADJ UNCH    2 0
 DV0424
 DV0424.Superseded values are not recommended for survey control.
 DV0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0424.See file dsdata.txt to determine how the superseded data were derived.
 DV0424
 DV0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB987969(NAD 83)
 DV0424_MARKER: DB = BENCH MARK DISK
 DV0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0424_STAMPING: G 272 1948
 DV0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0424+STABILITY: SURFACE MOTION
 DV0424
 DV0424  HISTORY     - Date     Condition        Report By
 DV0424  HISTORY     - 1948     MONUMENTED       CGS
 DV0424  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0424
 DV0424                          STATION DESCRIPTION
 DV0424
 DV0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0424'3.9 MI SW FROM PHOENIX.
 DV0424'2.9 MILES SOUTH ALONG SOUTH CENTRAL AVE, FROM THE UNION STATION AT
 DV0424'PHOENIX, THENCE 1.0 MILE WEST ALONG BROADWAY TO THE ARIZONA HELICOPTER
 DV0424'BASE, 39.6 FEET WEST OF THE CENTER LINE OF THE ENTRANCE ROAD, 33.4
 DV0424'FEET SOUTH OF THE CENTER LINE OF BROADWAY, 1.2 FEET SOUTH OF A WIRE
 DV0424'FENCE, ABOUT LEVEL WITH THE ENTRANCE ROAD AND 3.2 FEET EAST OF A WHITE
 DV0424'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DV0424'FOOT ABOVE THE GROUND.
 DV0424
 DV0424                          STATION RECOVERY (2007)
 DV0424
 DV0424'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0424'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0424'MARK. THE ARIZONA HELICOPTER BASE HAS BEEN REMOVED/DECOMMISSIONED AND
 DV0424'REFERENCED LANDMARKS NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0797 ***********************************************************************
 DU0797  DESIGNATION -  G 273
 DU0797  PID         -  DU0797
 DU0797  STATE/COUNTY-  AZ/MARICOPA
 DU0797  USGS QUAD   -  TEMPE (1982)
 DU0797
 DU0797                         *CURRENT SURVEY CONTROL
 DU0797  ___________________________________________________________________
 DU0797* NAD 83(1986)-  33 24 28.     (N)    111 56 38.     (W)     SCALED    
 DU0797* NAVD 88     -       354.48   (+/-2cm)    1163.0    (feet)  VERTCON   
 DU0797  ___________________________________________________________________
 DU0797  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0797
 DU0797.The horizontal coordinates were scaled from a topographic map and have
 DU0797.an estimated accuracy of +/- 6 seconds.
 DU0797
 DU0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0797.The vertical order pertains to the NGVD 29 superseded value.
 DU0797
 DU0797.The geoid height was determined by GEOID03.
 DU0797
 DU0797;                    North         East    Units  Estimated Accuracy
 DU0797;SPC AZ C     -   266,970.      210,830.      MT  (+/- 180 meters Scaled)
 DU0797
 DU0797                          SUPERSEDED SURVEY CONTROL
 DU0797
 DU0797  NGVD 29 (??/??/92)  353.858  (m)         1160.95   (f) ADJ UNCH    2 0
 DU0797
 DU0797.Superseded values are not recommended for survey control.
 DU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0797.See file dsdata.txt to determine how the superseded data were derived.
 DU0797
 DU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122968(NAD 83)
 DU0797_MARKER: DB = BENCH MARK DISK
 DU0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0797_SP_SET: CULVERT
 DU0797_STAMPING: G 273 1948
 DU0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0797
 DU0797  HISTORY     - Date     Condition        Report By
 DU0797  HISTORY     - 1948     MONUMENTED       CGS
 DU0797  HISTORY     - 1959     GOOD             NGS
 DU0797  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0797  HISTORY     - 20070709 MARK NOT FOUND   GEOCAC
 DU0797
 DU0797                          STATION DESCRIPTION
 DU0797
 DU0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0797'1.3 MI S FROM TEMPE.
 DU0797'1.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0797'STATION AT TEMPE, 70.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DU0797'FENCE AROUND THE TEMPE AIRPORT, 38.0 FEET NORTHWEST OF THE NORTHWEST
 DU0797'CORNER OF A PUMP HOUSE, 28.2 FEET NORTH OF THE CENTER LINE OF THE
 DU0797'ROAD, 12.7 FEET EAST OF THE CENTER LINE OF THE RAILROAD, SET IN THE
 DU0797'TOP AND IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER
 DU0797'THE RAILROAD, ABOUT 1.0 FOOT BELOW THE LEVEL OF THE TRACKS.
 DU0797
 DU0797                          STATION RECOVERY (1959)
 DU0797
 DU0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0797'RECOVERED IN GOOD CONDITION.
 DU0797
 DU0797                          STATION RECOVERY (1992)
 DU0797
 DU0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0797'THE DESCRIBED HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
 DU0797
 DU0797                          STATION RECOVERY (2007)
 DU0797
 DU0797'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0797'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0797'MARK. THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1378 ***********************************************************************
 CZ1378  DESIGNATION -  G 275
 CZ1378  PID         -  CZ1378
 CZ1378  STATE/COUNTY-  AZ/PINAL
 CZ1378  USGS QUAD   -  STANFIELD (1992)
 CZ1378
 CZ1378                         *CURRENT SURVEY CONTROL
 CZ1378  ___________________________________________________________________
 CZ1378* NAD 83(1986)-  32 59 58.     (N)    111 56 38.     (W)     SCALED    
 CZ1378* NAVD 88     -       378.00   (+/-2cm)    1240.2    (feet)  VERTCON   
 CZ1378  ___________________________________________________________________
 CZ1378  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ1378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1378
 CZ1378.The horizontal coordinates were scaled from a topographic map and have
 CZ1378.an estimated accuracy of +/- 6 seconds.
 CZ1378
 CZ1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1378.The vertical order pertains to the NGVD 29 superseded value.
 CZ1378
 CZ1378.The geoid height was determined by GEOID03.
 CZ1378
 CZ1378;                    North         East    Units  Estimated Accuracy
 CZ1378;SPC AZ C     -   221,690.      210,820.      MT  (+/- 180 meters Scaled)
 CZ1378
 CZ1378                          SUPERSEDED SURVEY CONTROL
 CZ1378
 CZ1378  NGVD 29 (??/??/92)  377.529  (m)         1238.61   (f) ADJ UNCH    2 0
 CZ1378
 CZ1378.Superseded values are not recommended for survey control.
 CZ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1378.See file dsdata.txt to determine how the superseded data were derived.
 CZ1378
 CZ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118516(NAD 83)
 CZ1378_MARKER: DB = BENCH MARK DISK
 CZ1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1378_STAMPING: G 275 1948
 CZ1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1378+STABILITY: SURFACE MOTION
 CZ1378
 CZ1378  HISTORY     - Date     Condition        Report By
 CZ1378  HISTORY     - 1948     MONUMENTED       CGS
 CZ1378  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1378  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1378  HISTORY     - 20070827 MARK NOT FOUND   GEOCAC
 CZ1378
 CZ1378                          STATION DESCRIPTION
 CZ1378
 CZ1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ1378'7.9 MI SE FROM MARICOPA.
 CZ1378'7.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1378'POST OFFICE AT MARICOPA, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, 96.6
 CZ1378'FEET NORTHWEST OF THE CENTER LINE OF A ROAD TO A FARM HOUSE, 17.8 FEET
 CZ1378'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A WIRE
 CZ1378'FENCE, 2.0 FEET ABOVE THE LEVEL OF THE ROAD, 2.8 FEET SOUTHEAST OF A
 CZ1378'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CZ1378'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CZ1378
 CZ1378                          STATION RECOVERY (1980)
 CZ1378
 CZ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1378'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA IS NOW A
 CZ1378'PLOWED FIELD AND PIECES OF CONCRETE WERE FOUND LYING IN THE DESCRIBED
 CZ1378'AREA OF THE MARK.
 CZ1378
 CZ1378                          STATION RECOVERY (1980)
 CZ1378
 CZ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1378'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA IS NOW A
 CZ1378'PLOWED FIELD AND PIECES OF CONCRETE WERE FOUND LYING IN THE DESCRIBED
 CZ1378'AREA OF THE MARK.
 CZ1378
 CZ1378                          STATION RECOVERY (2007)
 CZ1378
 CZ1378'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1378'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1378'MARK. A WELL-PUMP AND TWO EAST-WEST IRRIGATION CANALS HAVE BEEN BUILT
 CZ1378'IN THE AREA. THE NORTH-SOUTH ROAD HAS BEEN WIDENED, AND THE DESCRIBED
 CZ1378'LOCATION IS IN THE GRADED SHOULDER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0837 ***********************************************************************
 DU0837  DESIGNATION -  G 276
 DU0837  PID         -  DU0837
 DU0837  STATE/COUNTY-  AZ/PINAL
 DU0837  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0837
 DU0837                         *CURRENT SURVEY CONTROL
 DU0837  ___________________________________________________________________
 DU0837* NAD 83(1986)-  33 07 02.     (N)    111 50 26.     (W)     SCALED    
 DU0837* NAVD 88     -       371.20   (+/-2cm)    1217.8    (feet)  VERTCON   
 DU0837  ___________________________________________________________________
 DU0837  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DU0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0837
 DU0837.The horizontal coordinates were scaled from a topographic map and have
 DU0837.an estimated accuracy of +/- 6 seconds.
 DU0837
 DU0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0837.The vertical order pertains to the NGVD 29 superseded value.
 DU0837
 DU0837.The geoid height was determined by GEOID03.
 DU0837
 DU0837;                    North         East    Units  Estimated Accuracy
 DU0837;SPC AZ C     -   234,750.      220,460.      MT  (+/- 180 meters Scaled)
 DU0837
 DU0837                          SUPERSEDED SURVEY CONTROL
 DU0837
 DU0837  NGVD 29 (??/??/92)  370.728  (m)         1216.30   (f) ADJ UNCH    2 0
 DU0837
 DU0837.Superseded values are not recommended for survey control.
 DU0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0837.See file dsdata.txt to determine how the superseded data were derived.
 DU0837
 DU0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215645(NAD 83)
 DU0837_MARKER: DB = BENCH MARK DISK
 DU0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0837_SP_SET: CULVERT
 DU0837_STAMPING: G 276 1948
 DU0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0837
 DU0837  HISTORY     - Date     Condition        Report By
 DU0837  HISTORY     - 1948     MONUMENTED       CGS
 DU0837  HISTORY     - 1962     GOOD             NGS
 DU0837  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0837  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0837
 DU0837                          STATION DESCRIPTION
 DU0837
 DU0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0837'2.6 MI E FROM CASA BLANCA.
 DU0837'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU0837'SCHOOL, 179 FEET SOUTH OF THE CENTER LINE OF THE ROAD TO SACATON, 23.3
 DU0837'FEET EAST OF THE CENTER LINE OF A PAVED ROAD NORTH TO CHANDLER, SET IN
 DU0837'THE CENTER AND IN THE TOP OF THE EAST CONCRETE HEADWALL OF A TWIN
 DU0837'CULVERT IN THE PAVED ROAD TO CHANDLER, ABOUT LEVEL WITH THE ROAD.
 DU0837
 DU0837                          STATION RECOVERY (1962)
 DU0837
 DU0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0837'RECOVERED IN GOOD CONDITION.
 DU0837
 DU0837                          STATION RECOVERY (1994)
 DU0837
 DU0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0837'MARK NOT FOUND.
 DU0837
 DU0837                          STATION RECOVERY (2007)
 DU0837
 DU0837'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0837'THE CULVERT AND IT'S ASSOCIATED HEADWALL HAVE BEEN REMOVED. ASSUMED
 DU0837'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0815 ***********************************************************************
 DU0815  DESIGNATION -  G 277
 DU0815  PID         -  DU0815
 DU0815  STATE/COUNTY-  AZ/MARICOPA
 DU0815  USGS QUAD   -  GUADALUPE (1982)
 DU0815
 DU0815                         *CURRENT SURVEY CONTROL
 DU0815  ___________________________________________________________________
 DU0815* NAD 83(1986)-  33 18 22.     (N)    111 52 36.     (W)     SCALED    
 DU0815* NAVD 88     -       364.35   (+/-2cm)    1195.4    (feet)  VERTCON   
 DU0815  ___________________________________________________________________
 DU0815  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0815
 DU0815.The horizontal coordinates were scaled from a topographic map and have
 DU0815.an estimated accuracy of +/- 6 seconds.
 DU0815
 DU0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0815.The vertical order pertains to the NGVD 29 superseded value.
 DU0815
 DU0815.The geoid height was determined by GEOID03.
 DU0815
 DU0815;                    North         East    Units  Estimated Accuracy
 DU0815;SPC AZ C     -   255,700.      217,090.      MT  (+/- 180 meters Scaled)
 DU0815
 DU0815                          SUPERSEDED SURVEY CONTROL
 DU0815
 DU0815  NGVD 29 (??/??/92)  363.810  (m)         1193.60   (f) ADJ UNCH    2 0
 DU0815
 DU0815.Superseded values are not recommended for survey control.
 DU0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0815.See file dsdata.txt to determine how the superseded data were derived.
 DU0815
 DU0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB183855(NAD 83)
 DU0815_MARKER: DB = BENCH MARK DISK
 DU0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0815_SP_SET: CULVERT
 DU0815_STAMPING: G 277 1948
 DU0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0815
 DU0815  HISTORY     - Date     Condition        Report By
 DU0815  HISTORY     - 1948     MONUMENTED       CGS
 DU0815  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0815  HISTORY     - 20071108 MARK NOT FOUND   GEOCAC
 DU0815
 DU0815                          STATION DESCRIPTION
 DU0815
 DU0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0815'2.4 MI W FROM CHANDLER.
 DU0815'2.4 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0815'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 34.2 FEET NORTH OF THE
 DU0815'CENTER LINE OF THE ROAD, 17.2 FEET EAST OF THE CENTER LINE OF A
 DU0815'CONCRETE ROAD RUNNING NORTH AND SOUTH, SET IN THE TOP AND IN THE SOUTH
 DU0815'END OF THE EAST CONCRETE HEADWALL OF A CULVERT IN THE ROAD.
 DU0815
 DU0815                          STATION RECOVERY (2006)
 DU0815
 DU0815'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0815'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE EAST WEST
 DU0815'CONCRETE ROAD IS NOW MACADAM AND IS CALLED CHANDLER BOULEVARD, THE
 DU0815'NORTH/SOUTH ROAD IS NOW MACADAM AND IS CALLED DOBSON ROAD, AND THE
 DU0815'IRRIGATION DITCH IS NOW LOCATED UNDERGROUND.
 DU0815
 DU0815                          STATION RECOVERY (2007)
 DU0815
 DU0815'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0815'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0815'MARK.
 DU0815'THERE IS NO CULVERT HEADWALL AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0335 ***********************************************************************
 CZ0335  DESIGNATION -  G 279
 CZ0335  PID         -  CZ0335
 CZ0335  STATE/COUNTY-  AZ/PINAL
 CZ0335  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0335
 CZ0335                         *CURRENT SURVEY CONTROL
 CZ0335  ___________________________________________________________________
 CZ0335* NAD 83(1986)-  32 40 53.     (N)    111 26 33.     (W)     SCALED    
 CZ0335* NAVD 88     -       519.162  (meters)    1703.28   (feet)  ADJUSTED  
 CZ0335  ___________________________________________________________________
 CZ0335  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0335  DYNAMIC HT  -         518.505 (meters)    1701.13  (feet)  COMP
 CZ0335  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 CZ0335  OBS GRAVITY -     979,358.2   (mgal)                       GRAV_OBS
 CZ0335
 CZ0335  VERT ORDER  -  FIRST     CLASS II
 CZ0335
 CZ0335.The horizontal coordinates were scaled from a topographic map and have
 CZ0335.an estimated accuracy of +/- 6 seconds.
 CZ0335
 CZ0335.The orthometric height was determined by differential leveling
 CZ0335.and adjusted in November 1993.
 CZ0335
 CZ0335.The geoid height was determined by GEOID03.
 CZ0335
 CZ0335.The dynamic height is computed by dividing the NAVD 88
 CZ0335.geopotential number by the normal gravity value computed on the
 CZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0335.degrees latitude (g = 980.6199 gals.).
 CZ0335
 CZ0335.The modeled gravity was interpolated from observed gravity values.
 CZ0335.The observed gravity was obtained from relative gravimeter ties
 CZ0335.to the IGSN71 gravity network.
 CZ0335
 CZ0335;                    North         East    Units  Estimated Accuracy
 CZ0335;SPC AZ C     -   186,520.      257,830.      MT  (+/- 180 meters Scaled)
 CZ0335
 CZ0335                          SUPERSEDED SURVEY CONTROL
 CZ0335
 CZ0335  NAVD 88 (06/15/91)  519.353  (m)         1703.91   (f) UNKNOWN     1 2
 CZ0335
 CZ0335.Superseded values are not recommended for survey control.
 CZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0335.See file dsdata.txt to determine how the superseded data were derived.
 CZ0335
 CZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB585160(NAD 83)
 CZ0335_MARKER: DD = SURVEY DISK
 CZ0335_SETTING: 80 = SET IN A BOULDER
 CZ0335_SP_SET: IN DRILL HOLE IN A BOULDER
 CZ0335_STAMPING: G 279 206 1/2
 CZ0335_MARK LOGO: USGS  
 CZ0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0335+STABILITY: SURFACE MOTION
 CZ0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0335+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ0335
 CZ0335  HISTORY     - Date     Condition        Report By
 CZ0335  HISTORY     - UNK      MONUMENTED       USGS
 CZ0335  HISTORY     - 1967     GOOD             NGS
 CZ0335  HISTORY     - 1975     GOOD             AZDT
 CZ0335  HISTORY     - 1980     GOOD             NGS
 CZ0335  HISTORY     - 1984     GOOD             NGS
 CZ0335  HISTORY     - 19911205 GOOD             NGS
 CZ0335
 CZ0335                          STATION DESCRIPTION
 CZ0335
 CZ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0335'4.1 MI SE FROM PICACHO.
 CZ0335'ABOUT 4.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0335'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 32, T 8 S, R 9 E,
 CZ0335'9 RAILS SOUTHEAST OF A WOODEN TWIN CHANNEL BOX CULVERT UNDER THE
 CZ0335'TRACK, 47 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, A US
 CZ0335'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A GRANITE BOULDER, 5 1/2 FEET
 CZ0335'NORTHWEST OF A TELEPHONE POLE, WHICH BEARS THE METAL LETTER G, IN LINE
 CZ0335'WITH A ROW OF POLES, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 CZ0335'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 CZ0335
 CZ0335                          STATION RECOVERY (1975)
 CZ0335
 CZ0335'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0335'FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ0335'THE STATION ON THE LEFT.  1 FT. EAST OF A USC AND GS SIGN.  5 FT. WEST
 CZ0335'OF A TELEPHONE POLE.  NORTH OF THE RAILROAD TRACKS AND 50 FT. SOUTH OF
 CZ0335'THE NORTH RAILROAD R/W FENCE LINE.  260 FT. EAST OF A POWER LINE WHICH
 CZ0335'CROSSES THE RAILROAD AND THE HIGHWAY.  A USGS CAP CEMENTED INTO A
 CZ0335'DRILL HOLE INTO A 10 IN. STONE.  THE MARK HAS BEEN STAMPED BY THE USC
 CZ0335'AND GS.
 CZ0335
 CZ0335                          STATION RECOVERY (1980)
 CZ0335
 CZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0335'THE MARK IS 1.2 M BELOW THE RAILS.
 CZ0335'36.5 KILOMETERS (22.7 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0335'RAILROAD FROM THE STATION AT CASA GRANDE, IN TOP OF A 0.3- BY 0.3-
 CZ0335'METER EMBEDDED GRANITE BOULDER PROJECTING 5 CENTIMETERS ABOVE THE
 CZ0335'GROUND, 14.4 METERS (47 FEET) NORTHEAST OF THE NORTHEAST RAIL,
 CZ0335'128 METERS (420 FEET) SOUTHEAST OF A T-POWER LINE POLE WITH 2 GUY
 CZ0335'WIRES, 78.9 METERS (259 FEET) NORTHWEST OF SIGNAL LIGHT 941.5 AND
 CZ0335'15.4 METERS (50.3 FEET) SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 CZ0335'FENCE.
 CZ0335'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ0335
 CZ0335                          STATION RECOVERY (1984)
 CZ0335
 CZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0335'RECOVERED IN GOOD CONDITION.
 CZ0335
 CZ0335                          STATION RECOVERY (1991)
 CZ0335
 CZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0335'6.3 KM (3.90 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0335'POST OFFICE IN PICACHO, IN A 12 BY 12 INCH BOULDER THAT PROJECTS 0.1
 CZ0335'M (0.3 FT) ABOVE THE GROUND SURFACE, 78.8 M (258.5 FT)
 CZ0335'SOUTH-SOUTHEAST OF A T-JUNCTION UTILITY POLE, 54.7 M (179.5 FT)
 CZ0335'NORTHEAST OF THE ROAD CENTERLINE, 15.4 M (50.5 FT) SOUTHWEST OF A
 CZ0335'FENCE, 14.4 M (47.2 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN
 CZ0335'PACIFIC RAILROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, AND
 CZ0335'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0701 ***********************************************************************
 ET0701  DESIGNATION -  G 280
 ET0701  PID         -  ET0701
 ET0701  STATE/COUNTY-  AZ/LA PAZ
 ET0701  USGS QUAD   -  PLANET (1990)
 ET0701
 ET0701                         *CURRENT SURVEY CONTROL
 ET0701  ___________________________________________________________________
 ET0701* NAD 83(1986)-  34 11 56.     (N)    113 58 02.     (W)     SCALED    
 ET0701* NAVD 88     -       384.17   (+/-2cm)    1260.4    (feet)  VERTCON   
 ET0701  ___________________________________________________________________
 ET0701  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ET0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0701
 ET0701.The horizontal coordinates were scaled from a topographic map and have
 ET0701.an estimated accuracy of +/- 6 seconds.
 ET0701
 ET0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0701.The vertical order pertains to the NGVD 29 superseded value.
 ET0701
 ET0701.The geoid height was determined by GEOID03.
 ET0701
 ET0701;                    North         East    Units  Estimated Accuracy
 ET0701;SPC AZ W     -   354,750.      193,340.      MT  (+/- 180 meters Scaled)
 ET0701
 ET0701                          SUPERSEDED SURVEY CONTROL
 ET0701
 ET0701  NGVD 29 (??/??/92)  383.525  (m)         1258.28   (f) ADJ UNCH    1 2
 ET0701
 ET0701.Superseded values are not recommended for survey control.
 ET0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0701.See file dsdata.txt to determine how the superseded data were derived.
 ET0701
 ET0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC265881(NAD 83)
 ET0701_MARKER: DB = BENCH MARK DISK
 ET0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0701_STAMPING: G 280 1948
 ET0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0701+STABILITY: SURFACE MOTION
 ET0701
 ET0701  HISTORY     - Date     Condition        Report By
 ET0701  HISTORY     - 1948     MONUMENTED       CGS
 ET0701
 ET0701                          STATION DESCRIPTION
 ET0701
 ET0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0701'24 MI N FROM BOUSE.
 ET0701'24 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0701'BOUSE, AT THE FOOT OF THE NORTHEAST SLOPE OF A KNOLL, 62 FEET WEST OF
 ET0701'THE CENTER LINE OF A DRY WASH, 37 FEET WEST OF THE CENTER LINE OF THE
 ET0701'ROAD, 4.6 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 ET0701'FEET ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 ET0701'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1177 ***********************************************************************
 DV1177  DESIGNATION -  G 281
 DV1177  PID         -  DV1177
 DV1177  STATE/COUNTY-  AZ/LA PAZ
 DV1177  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1177
 DV1177                         *CURRENT SURVEY CONTROL
 DV1177  ___________________________________________________________________
 DV1177* NAD 83(1986)-  33 54 36.     (N)    113 59 09.     (W)     SCALED    
 DV1177* NAVD 88     -       303.65   (+/-2cm)     996.2    (feet)  VERTCON   
 DV1177  ___________________________________________________________________
 DV1177  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1177  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1177
 DV1177.The horizontal coordinates were scaled from a topographic map and have
 DV1177.an estimated accuracy of +/- 6 seconds.
 DV1177
 DV1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1177.The vertical order pertains to the NGVD 29 superseded value.
 DV1177
 DV1177.The geoid height was determined by GEOID03.
 DV1177
 DV1177;                    North         East    Units  Estimated Accuracy
 DV1177;SPC AZ W     -   322,710.      191,550.      MT  (+/- 180 meters Scaled)
 DV1177
 DV1177                          SUPERSEDED SURVEY CONTROL
 DV1177
 DV1177  NGVD 29 (??/??/92)  303.014  (m)          994.14   (f) ADJ UNCH    1 2
 DV1177
 DV1177.Superseded values are not recommended for survey control.
 DV1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1177.See file dsdata.txt to determine how the superseded data were derived.
 DV1177
 DV1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC239561(NAD 83)
 DV1177_MARKER: DB = BENCH MARK DISK
 DV1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1177_STAMPING: G 281 1948
 DV1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1177+STABILITY: SURFACE MOTION
 DV1177
 DV1177  HISTORY     - Date     Condition        Report By
 DV1177  HISTORY     - 1948     MONUMENTED       CGS
 DV1177
 DV1177                          STATION DESCRIPTION
 DV1177
 DV1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1177'2.0 MI SE FROM BOUSE.
 DV1177'2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1177'FROM THE WATER TANK AT BOUSE, 41 FEET SOUTHWEST OF THE CENTER LINE OF
 DV1177'THE TRACK, ABOUT 4 FEET BELOW THE SURFACE OF THE TRACK, 2.7 FEET
 DV1177'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND 2.4 FEET NORTHWEST OF
 DV1177'MILEPOST 78.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 DV1177'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0391 ***********************************************************************
 CZ0391  DESIGNATION -  G 283
 CZ0391  PID         -  CZ0391
 CZ0391  STATE/COUNTY-  AZ/PINAL
 CZ0391  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0391
 CZ0391                         *CURRENT SURVEY CONTROL
 CZ0391  ___________________________________________________________________
 CZ0391* NAD 83(1986)-  32 59 18.     (N)    111 26 18.     (W)     SCALED    
 CZ0391* NAVD 88     -       455.854  (meters)    1495.58   (feet)  ADJUSTED  
 CZ0391  ___________________________________________________________________
 CZ0391  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0391  DYNAMIC HT  -         455.294 (meters)    1493.74  (feet)  COMP
 CZ0391  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 CZ0391
 CZ0391  VERT ORDER  -  FIRST     CLASS II
 CZ0391
 CZ0391.The horizontal coordinates were scaled from a topographic map and have
 CZ0391.an estimated accuracy of +/- 6 seconds.
 CZ0391
 CZ0391.The orthometric height was determined by differential leveling
 CZ0391.and adjusted in November 1993.
 CZ0391
 CZ0391.The geoid height was determined by GEOID03.
 CZ0391
 CZ0391.The dynamic height is computed by dividing the NAVD 88
 CZ0391.geopotential number by the normal gravity value computed on the
 CZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0391.degrees latitude (g = 980.6199 gals.).
 CZ0391
 CZ0391.The modeled gravity was interpolated from observed gravity values.
 CZ0391
 CZ0391;                    North         East    Units  Estimated Accuracy
 CZ0391;SPC AZ C     -   220,560.      258,060.      MT  (+/- 180 meters Scaled)
 CZ0391
 CZ0391                          SUPERSEDED SURVEY CONTROL
 CZ0391
 CZ0391  NGVD 29 (??/??/92)  455.329  (m)         1493.86   (f) ADJ UNCH    1 2
 CZ0391
 CZ0391.Superseded values are not recommended for survey control.
 CZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0391.See file dsdata.txt to determine how the superseded data were derived.
 CZ0391
 CZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB590500(NAD 83)
 CZ0391_MARKER: DB = BENCH MARK DISK
 CZ0391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0391_SP_SET: HEADWALL
 CZ0391_STAMPING: G 283 1948
 CZ0391_MARK LOGO: CGS   
 CZ0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0391+STABILITY: SURFACE MOTION
 CZ0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0391+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0391
 CZ0391  HISTORY     - Date     Condition        Report By
 CZ0391  HISTORY     - 1948     MONUMENTED       CGS
 CZ0391  HISTORY     - 1967     GOOD             NGS
 CZ0391  HISTORY     - 19920104 GOOD             NGS
 CZ0391  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0391
 CZ0391                          STATION DESCRIPTION
 CZ0391
 CZ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0391'5.85 MI SW FROM FLORENCE.
 CZ0391'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0391'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0391'0.85 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0391'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, IN S 20, T
 CZ0391'5 S, R 9 E, 40 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF TWO
 CZ0391'ROADS, 38 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15
 CZ0391'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, SET IN THE TOP OF
 CZ0391'THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT UNDER THE
 CZ0391'EAST-WEST ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROADS.
 CZ0391
 CZ0391                          STATION RECOVERY (1992)
 CZ0391
 CZ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0391'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0391'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0391'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0391'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD, IN
 CZ0391'TOP OF AND 1.2 M (3.9 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 CZ0391'HEADWALL OF A CULVERT, 11.6 M (38.1 FT) WEST OF THE CENTERLINE OF
 CZ0391'VALLEY FARMS ROAD, 4.5 M (14.8 FT) SOUTH OF THE ROAD CENTERLINE, AND
 CZ0391'0.4 M (1.3 FT) ABOVE THE LEVEL OF VAH KI INN ROAD.
 CZ0391
 CZ0391                          STATION RECOVERY (2007)
 CZ0391
 CZ0391'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0323 ***********************************************************************
 CZ0323  DESIGNATION -  G 284
 CZ0323  PID         -  CZ0323
 CZ0323  STATE/COUNTY-  AZ/PINAL
 CZ0323  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0323
 CZ0323                         *CURRENT SURVEY CONTROL
 CZ0323  ___________________________________________________________________
 CZ0323* NAD 83(1986)-  32 40 46.     (N)    111 29 58.     (W)     SCALED    
 CZ0323* NAVD 88     -       503.56   (+/-2cm)    1652.1    (feet)  VERTCON   
 CZ0323  ___________________________________________________________________
 CZ0323  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0323  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0323
 CZ0323.The horizontal coordinates were scaled from a topographic map and have
 CZ0323.an estimated accuracy of +/- 6 seconds.
 CZ0323
 CZ0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0323.The vertical order pertains to the NGVD 29 superseded value.
 CZ0323
 CZ0323.The geoid height was determined by GEOID03.
 CZ0323
 CZ0323;                    North         East    Units  Estimated Accuracy
 CZ0323;SPC AZ C     -   186,280.      252,490.      MT  (+/- 180 meters Scaled)
 CZ0323
 CZ0323                          SUPERSEDED SURVEY CONTROL
 CZ0323
 CZ0323  NGVD 29 (??/??/92)  503.003  (m)         1650.27   (f) ADJ UNCH    1 2
 CZ0323
 CZ0323.Superseded values are not recommended for survey control.
 CZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0323.See file dsdata.txt to determine how the superseded data were derived.
 CZ0323
 CZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB531158(NAD 83)
 CZ0323_MARKER: DB = BENCH MARK DISK
 CZ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0323_STAMPING: G 284 1949
 CZ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0323+STABILITY: SURFACE MOTION
 CZ0323
 CZ0323  HISTORY     - Date     Condition        Report By
 CZ0323  HISTORY     - 1949     MONUMENTED       CGS
 CZ0323  HISTORY     - 1951     GOOD             NGS
 CZ0323  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0323
 CZ0323                          STATION DESCRIPTION
 CZ0323
 CZ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0323'2.4 MI S FROM PICACHO.
 CZ0323'2.4 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0323'RAILROAD STATION AT PICACHO, 0.25 MILE NORTH OF THE T JUNCTION OF
 CZ0323'HARMON ROAD, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 CZ0323'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0323'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ0323'HIGHWAY.
 CZ0323
 CZ0323                          STATION RECOVERY (1977)
 CZ0323
 CZ0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0685 ***********************************************************************
 ET0685  DESIGNATION -  G 286
 ET0685  PID         -  ET0685
 ET0685  STATE/COUNTY-  AZ/MOHAVE
 ET0685  USGS QUAD   -  SIGNAL (1990)
 ET0685
 ET0685                         *CURRENT SURVEY CONTROL
 ET0685  ___________________________________________________________________
 ET0685* NAD 83(1986)-  34 28 07.     (N)    113 38 16.     (W)     SCALED    
 ET0685* NAVD 88     -       471.442  (meters)    1546.72   (feet)  POSTED    
 ET0685  ___________________________________________________________________
 ET0685  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 ET0685  DYNAMIC HT  -         470.910 (meters)    1544.98  (feet)  COMP
 ET0685  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 ET0685
 ET0685  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0685
 ET0685.The horizontal coordinates were scaled from a topographic map and have
 ET0685.an estimated accuracy of +/- 6 seconds.
 ET0685
 ET0685.The orthometric height was determined by differential leveling
 ET0685.and adjusted in November 2005.
 ET0685.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0685.rate of 1.1 thru 2.0 mm/km.
 ET0685
 ET0685.The geoid height was determined by GEOID03.
 ET0685
 ET0685.The dynamic height is computed by dividing the NAVD 88
 ET0685.geopotential number by the normal gravity value computed on the
 ET0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0685.degrees latitude (g = 980.6199 gals.).
 ET0685
 ET0685.The modeled gravity was interpolated from observed gravity values.
 ET0685
 ET0685;                    North         East    Units  Estimated Accuracy
 ET0685;SPC AZ W     -   384,650.      223,670.      MT  (+/- 180 meters Scaled)
 ET0685
 ET0685                          SUPERSEDED SURVEY CONTROL
 ET0685
 ET0685  NGVD 29 (??/??/92)  470.747  (m)         1544.44   (f) ADJ UNCH    1 2
 ET0685
 ET0685.Superseded values are not recommended for survey control.
 ET0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0685.See file dsdata.txt to determine how the superseded data were derived.
 ET0685
 ET0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD577172(NAD 83)
 ET0685_MARKER: DB = BENCH MARK DISK
 ET0685_SETTING: 80 = SET IN A BOULDER
 ET0685_SP_SET: GRANITE BOULDER
 ET0685_STAMPING: G 286 1950
 ET0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0685+STABILITY: SURFACE MOTION
 ET0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0685+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0685
 ET0685  HISTORY     - Date     Condition        Report By
 ET0685  HISTORY     - 1950     MONUMENTED       CGS
 ET0685  HISTORY     - 20010122 GOOD             AZ-015
 ET0685
 ET0685                          STATION DESCRIPTION
 ET0685
 ET0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0685'0.5 MI SW FROM SIGNAL.
 ET0685'0.5 MILE SOUTHWEST ALONG THE RUPLEY WASH ROAD (A NARROW DIRT ROAD)
 ET0685'FROM THE CROSSROAD INTERSECTION AT SIGNAL, 0.1 MILE SOUTHWEST OF THE
 ET0685'REMAINS OF AN OLD ADOBE BUILDING, ON THE SOUTHEAST SIDE OF RUPLEY
 ET0685'WASH, AT THE NORTHWEST BASE OF A HIGH ROCKY KNOLL, IN THE TOP OF A
 ET0685'GRANITE BOULDER, ABOUT 107 YARDS SOUTH OF THE APPROXIMATE CENTER OF A
 ET0685'WASH AS IT ENTERS RUPLEY WASH FROM THE NORTHWEST, 118 FEET SOUTHEAST
 ET0685'OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 ET0685'MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0685
 ET0685                          STATION RECOVERY (2001)
 ET0685
 ET0685'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0731 ***********************************************************************
 ET0731  DESIGNATION -  G 287
 ET0731  PID         -  ET0731
 ET0731  STATE/COUNTY-  AZ/MOHAVE
 ET0731  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0731
 ET0731                         *CURRENT SURVEY CONTROL
 ET0731  ___________________________________________________________________
 ET0731* NAD 83(1986)-  34 36 29.     (N)    113 30 33.     (W)     SCALED    
 ET0731* NAVD 88     -       754.787  (meters)    2476.33   (feet)  POSTED    
 ET0731  ___________________________________________________________________
 ET0731  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 ET0731  DYNAMIC HT  -         753.900 (meters)    2473.42  (feet)  COMP
 ET0731  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 ET0731
 ET0731  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0731
 ET0731.The horizontal coordinates were scaled from a topographic map and have
 ET0731.an estimated accuracy of +/- 6 seconds.
 ET0731
 ET0731.The orthometric height was determined by differential leveling
 ET0731.and adjusted in November 2005.
 ET0731.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0731.rate of 3.1 thru 4.0 mm/km.
 ET0731
 ET0731.The geoid height was determined by GEOID03.
 ET0731
 ET0731.The dynamic height is computed by dividing the NAVD 88
 ET0731.geopotential number by the normal gravity value computed on the
 ET0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0731.degrees latitude (g = 980.6199 gals.).
 ET0731
 ET0731.The modeled gravity was interpolated from observed gravity values.
 ET0731
 ET0731;                    North         East    Units  Estimated Accuracy
 ET0731;SPC AZ W     -   400,140.      235,450.      MT  (+/- 180 meters Scaled)
 ET0731
 ET0731                          SUPERSEDED SURVEY CONTROL
 ET0731
 ET0731  NGVD 29 (??/??/92)  754.070  (m)         2473.98   (f) ADJ UNCH    1 2
 ET0731
 ET0731.Superseded values are not recommended for survey control.
 ET0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0731.See file dsdata.txt to determine how the superseded data were derived.
 ET0731
 ET0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD699324(NAD 83)
 ET0731_MARKER: DB = BENCH MARK DISK
 ET0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0731_STAMPING: G 287 1950
 ET0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0731+STABILITY: SURFACE MOTION
 ET0731
 ET0731  HISTORY     - Date     Condition        Report By
 ET0731  HISTORY     - 1950     MONUMENTED       CGS
 ET0731  HISTORY     - 1967     GOOD             USGS
 ET0731
 ET0731                          STATION DESCRIPTION
 ET0731
 ET0731'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0731'10.8 MI S FROM WIKIEUP.
 ET0731'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0731'WIKIEUP, THENCE 3.4 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, ABOUT 70
 ET0731'YARDS SOUTH OF A 10-INCH SAGUARO CACTUS, AT THE APPROXIMATE CENTER OF
 ET0731'A RIDGE, 31 FEET NORTHWEST OF AN 8-INCH PALO VERDE TREE, 29 FEET
 ET0731'SOUTHWEST OF THE CENTER LINE OF THE ROAD AT THE APPROXIMATE CENTER OF
 ET0731'A U CURVE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 ET0731'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 ET0731'THE GROUND.  NOTE-- TO REACH FROM WIKIEUP POST OFFICE PROCEED SOUTH
 ET0731'ALONG HIGHWAY NO. 93, 7.8 MILES TO T ROAD HEADING EAST. GO EAST
 ET0731'APPROXIMATE 1.0 MILE TO POINT IN NEW ROAD WHERE THE OLD ROAD MAKES A
 ET0731'SWEEPING U CURVE.  BENCH MARK IS ON SOUTH SIDE OF U CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0455 ***********************************************************************
 ET0455  DESIGNATION -  G 288
 ET0455  PID         -  ET0455
 ET0455  STATE/COUNTY-  AZ/YAVAPAI
 ET0455  USGS QUAD   -  IRON SPRINGS (1979)
 ET0455
 ET0455                         *CURRENT SURVEY CONTROL
 ET0455  ___________________________________________________________________
 ET0455* NAD 83(1986)-  34 35 14.     (N)    112 36 12.     (W)     SCALED    
 ET0455* NAVD 88     -      1665.412  (meters)    5463.94   (feet)  POSTED    
 ET0455  ___________________________________________________________________
 ET0455  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0455  DYNAMIC HT  -        1663.140 (meters)    5456.49  (feet)  COMP
 ET0455  MODELED GRAV-     979,212.8   (mgal)                       NAVD 88
 ET0455
 ET0455  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0455
 ET0455.The horizontal coordinates were scaled from a topographic map and have
 ET0455.an estimated accuracy of +/- 6 seconds.
 ET0455
 ET0455.The orthometric height was determined by differential leveling
 ET0455.and adjusted in November 2005.
 ET0455
 ET0455.The geoid height was determined by GEOID03.
 ET0455
 ET0455.The dynamic height is computed by dividing the NAVD 88
 ET0455.geopotential number by the normal gravity value computed on the
 ET0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0455.degrees latitude (g = 980.6199 gals.).
 ET0455
 ET0455.The modeled gravity was interpolated from observed gravity values.
 ET0455
 ET0455;                    North         East    Units  Estimated Accuracy
 ET0455;SPC AZ C     -   398,000.      150,370.      MT  (+/- 180 meters Scaled)
 ET0455
 ET0455                          SUPERSEDED SURVEY CONTROL
 ET0455
 ET0455  NGVD 29 (??/??/92) 1664.553  (m)         5461.12   (f) ADJ UNCH    1 2
 ET0455
 ET0455.Superseded values are not recommended for survey control.
 ET0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0455.See file dsdata.txt to determine how the superseded data were derived.
 ET0455
 ET0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD529284(NAD 83)
 ET0455_MARKER: DB = BENCH MARK DISK
 ET0455_SETTING: 66 = SET IN ROCK OUTCROP
 ET0455_SP_SET: GRANITE OUTCROP
 ET0455_STAMPING: G 288 1950
 ET0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0455+STABILITY: POSITION/ELEVATION WELL
 ET0455
 ET0455  HISTORY     - Date     Condition        Report By
 ET0455  HISTORY     - 1950     MONUMENTED       CGS
 ET0455  HISTORY     - 1974     GOOD             USGS
 ET0455
 ET0455                          STATION DESCRIPTION
 ET0455
 ET0455'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0455'3.3 MI W FROM IRON SPRINGS.
 ET0455'3.3 MILES WEST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0455'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, IN THE TOP OF A
 ET0455'GRANITE OUTCROP IN A ROCKY CUT, 19 FEET EAST OF CENTERLINE OF RR GRADE
 ET0455'OPPOSITE AND 8.6 FT. HIGHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0648 ***********************************************************************
 ET0648  DESIGNATION -  G 289
 ET0648  PID         -  ET0648
 ET0648  STATE/COUNTY-  AZ/YAVAPAI
 ET0648  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0648
 ET0648                         *CURRENT SURVEY CONTROL
 ET0648  ___________________________________________________________________
 ET0648* NAD 83(1986)-  34 28 28.     (N)    113 16 52.     (W)     SCALED    
 ET0648* NAVD 88     -       907.338  (meters)    2976.82   (feet)  POSTED    
 ET0648  ___________________________________________________________________
 ET0648  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 ET0648  DYNAMIC HT  -         906.230 (meters)    2973.19  (feet)  COMP
 ET0648  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 ET0648
 ET0648  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0648
 ET0648.The horizontal coordinates were scaled from a topographic map and have
 ET0648.an estimated accuracy of +/- 6 seconds.
 ET0648
 ET0648.The orthometric height was determined by differential leveling
 ET0648.and adjusted in November 2005.
 ET0648
 ET0648.The geoid height was determined by GEOID03.
 ET0648
 ET0648.The dynamic height is computed by dividing the NAVD 88
 ET0648.geopotential number by the normal gravity value computed on the
 ET0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0648.degrees latitude (g = 980.6199 gals.).
 ET0648
 ET0648.The modeled gravity was interpolated from observed gravity values.
 ET0648
 ET0648;                    North         East    Units  Estimated Accuracy
 ET0648;SPC AZ C     -   386,120.       88,020.      MT  (+/- 180 meters Scaled)
 ET0648
 ET0648                          SUPERSEDED SURVEY CONTROL
 ET0648
 ET0648  NGVD 29 (??/??/92)  906.615  (m)         2974.45   (f) ADJ UNCH    1 2
 ET0648
 ET0648.Superseded values are not recommended for survey control.
 ET0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0648.See file dsdata.txt to determine how the superseded data were derived.
 ET0648
 ET0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD905171(NAD 83)
 ET0648_MARKER: DB = BENCH MARK DISK
 ET0648_SETTING: 80 = SET IN A BOULDER
 ET0648_SP_SET: GRANITE BOULDER
 ET0648_STAMPING: G 289 1950
 ET0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0648+STABILITY: SURFACE MOTION
 ET0648
 ET0648  HISTORY     - Date     Condition        Report By
 ET0648  HISTORY     - 1950     MONUMENTED       CGS
 ET0648  HISTORY     - 20081130 GOOD             GEOCAC
 ET0648
 ET0648                          STATION DESCRIPTION
 ET0648
 ET0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0648'18.8 MI SW FROM BAGDAD.
 ET0648'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0648'AT BAGDAD, THENCE 12.0 MILES WEST ALONG A COUNTY DIRT ROAD, 0.25 MILE
 ET0648'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING EAST, ABOUT 95 YARDS
 ET0648'EAST OF THE APPROXIMATE CENTER OF A U CURVE AT THE CROSSING OF A DRY
 ET0648'WASH, 181 FEET NORTHWEST OF A POINT WHERE THE ROAD CROSSES A SMALLER
 ET0648'DRY WASH, IN THE CROTCH FORMED BY THE Y JUNCTION OF THE TWO WASHES, IN
 ET0648'THE TOP OF A DEEPLY BURIED DECOMPOSED GRANITE BOULDER, 70 FEET WEST OF
 ET0648'THE APPROXIMATE CENTER OF THE SMALLER WASH, 25 FEET NORTHEAST OF THE
 ET0648'CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET LOWER THAN THE ROAD, AND
 ET0648'MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0648
 ET0648                          STATION RECOVERY (2008)
 ET0648
 ET0648'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0648'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0648'THE DESCRIPTION - THE PAINTED BM WAS NOT FOUND. HANDHELD COORDINATES
 ET0648'34 28 28.3 (N)   113 16 52.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0296 ***********************************************************************
 ES0296  DESIGNATION -  G 29
 ES0296  PID         -  ES0296
 ES0296  STATE/COUNTY-  AZ/GILA
 ES0296  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0296
 ES0296                         *CURRENT SURVEY CONTROL
 ES0296  ___________________________________________________________________
 ES0296* NAD 83(1986)-  34 19 09.     (N)    111 24 24.     (W)     SCALED    
 ES0296* NAVD 88     -      1500.464  (meters)    4922.77   (feet)  ADJUSTED  
 ES0296  ___________________________________________________________________
 ES0296  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 ES0296  DYNAMIC HT  -        1498.416 (meters)    4916.05  (feet)  COMP
 ES0296  MODELED GRAV-     979,218.0   (mgal)                       NAVD 88
 ES0296
 ES0296  VERT ORDER  -  FIRST     CLASS II
 ES0296
 ES0296.The horizontal coordinates were scaled from a topographic map and have
 ES0296.an estimated accuracy of +/- 6 seconds.
 ES0296
 ES0296.The orthometric height was determined by differential leveling
 ES0296.and adjusted in June 1991.
 ES0296.WARNING-Repeat measurements at this control monument indicate possible
 ES0296.vertical movement.
 ES0296
 ES0296.The geoid height was determined by GEOID03.
 ES0296
 ES0296.The dynamic height is computed by dividing the NAVD 88
 ES0296.geopotential number by the normal gravity value computed on the
 ES0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0296.degrees latitude (g = 980.6199 gals.).
 ES0296
 ES0296.The modeled gravity was interpolated from observed gravity values.
 ES0296
 ES0296;                    North         East    Units  Estimated Accuracy
 ES0296;SPC AZ E     -   368,750.       99,240.      MT  (+/- 180 meters Scaled)
 ES0296
 ES0296                          SUPERSEDED SURVEY CONTROL
 ES0296
 ES0296  NGVD 29 (??/??/92) 1499.721  (m)         4920.33   (f) ADJ UNCH    1 2
 ES0296
 ES0296.Superseded values are not recommended for survey control.
 ES0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0296.See file dsdata.txt to determine how the superseded data were derived.
 ES0296
 ES0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC625976(NAD 83)
 ES0296_MARKER: DB = BENCH MARK DISK
 ES0296_SETTING: 80 = SET IN A BOULDER
 ES0296_SP_SET: BOULDER
 ES0296_STAMPING: 4920.335 G29 1933
 ES0296_MARK LOGO: CGS   
 ES0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0296+STABILITY: SURFACE MOTION
 ES0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0296+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 ES0296
 ES0296  HISTORY     - Date     Condition        Report By
 ES0296  HISTORY     - 1933     MONUMENTED       CGS
 ES0296  HISTORY     - 1972     GOOD             USGS
 ES0296  HISTORY     - 1982     GOOD             NGS
 ES0296  HISTORY     - 19980819 GOOD             USPSQD
 ES0296  HISTORY     - 20080808 GOOD             GEOCAC
 ES0296
 ES0296                          STATION DESCRIPTION
 ES0296
 ES0296'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0296'6.7 MI SE FROM PINE.
 ES0296'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM PINE.  125 FEET WEST
 ES0296'OF SYCAMORE CREEK, 150 FEET NORTH OF THE HIGHWAY, IN A BOULDER
 ES0296'PROJECTING 1.0 FEET.
 ES0296
 ES0296                          STATION RECOVERY (1982)
 ES0296
 ES0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0296'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0296'9.3 KM (5.8 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0296'IN PINE, IN TOP OF A 4 BY 6 FOOT EMBEDDED BOULDER PROJECTING 1 FOOT
 ES0296'ABOVE THE SURFACE OF THE GROUND AT THE T JUNCTION OF A DIRT ROAD
 ES0296'LEADING NORTH, 45.7 METERS (150 FT) NORTH OF THE HIGHWAY CENTERLINE,
 ES0296'18.3 METERS (60 FT) WEST OF THE CENTER OF THE DIRT ROAD, 7.3 METERS
 ES0296'(24 FT) NORTH OF A FENCE, 30.5 METERS (100 FT) SOUTH OF A CREEK.
 ES0296'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0296'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0296
 ES0296                          STATION RECOVERY (1998)
 ES0296
 ES0296'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0296'RECOVERED IN GOOD CONDITION.
 ES0296
 ES0296                          STATION RECOVERY (2008)
 ES0296
 ES0296'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0296'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0296'34 19 09.1 (N)   111 22 24.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0371 ***********************************************************************
 ET0371  DESIGNATION -  G 290
 ET0371  PID         -  ET0371
 ET0371  STATE/COUNTY-  AZ/YAVAPAI
 ET0371  USGS QUAD   -  HILLSIDE (1969)
 ET0371
 ET0371                         *CURRENT SURVEY CONTROL
 ET0371  ___________________________________________________________________
 ET0371* NAD 83(1986)-  34 27 13.     (N)    112 59 18.     (W)     SCALED    
 ET0371* NAVD 88     -       987.245  (meters)    3238.99   (feet)  POSTED    
 ET0371  ___________________________________________________________________
 ET0371  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 ET0371  DYNAMIC HT  -         986.020 (meters)    3234.97  (feet)  COMP
 ET0371  MODELED GRAV-     979,360.5   (mgal)                       NAVD 88
 ET0371
 ET0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0371
 ET0371.The horizontal coordinates were scaled from a topographic map and have
 ET0371.an estimated accuracy of +/- 6 seconds.
 ET0371
 ET0371.The orthometric height was determined by differential leveling
 ET0371.and adjusted in November 2005.
 ET0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0371.rate of 0.0 thru 1.0 mm/km.
 ET0371
 ET0371.The geoid height was determined by GEOID03.
 ET0371
 ET0371.The dynamic height is computed by dividing the NAVD 88
 ET0371.geopotential number by the normal gravity value computed on the
 ET0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0371.degrees latitude (g = 980.6199 gals.).
 ET0371
 ET0371.The modeled gravity was interpolated from observed gravity values.
 ET0371
 ET0371;                    North         East    Units  Estimated Accuracy
 ET0371;SPC AZ C     -   383,490.      114,890.      MT  (+/- 180 meters Scaled)
 ET0371
 ET0371                          SUPERSEDED SURVEY CONTROL
 ET0371
 ET0371  NGVD 29 (??/??/92)  986.509  (m)         3236.57   (f) ADJ UNCH    1 2
 ET0371
 ET0371.Superseded values are not recommended for survey control.
 ET0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0371.See file dsdata.txt to determine how the superseded data were derived.
 ET0371
 ET0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD173142(NAD 83)
 ET0371_MARKER: DB = BENCH MARK DISK
 ET0371_SETTING: 66 = SET IN ROCK OUTCROP
 ET0371_SP_SET: GRANITE OUTCROP
 ET0371_STAMPING: G 290 1950
 ET0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0371+STABILITY: POSITION/ELEVATION WELL
 ET0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0371+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0371
 ET0371  HISTORY     - Date     Condition        Report By
 ET0371  HISTORY     - 1950     MONUMENTED       CGS
 ET0371  HISTORY     - 20080803 GOOD             GEOCAC
 ET0371
 ET0371                          STATION DESCRIPTION
 ET0371
 ET0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0371'5.8 MI NW FROM HILLSIDE.
 ET0371'5.8 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0371'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, ABOUT MIDWAY BETWEEN
 ET0371'TWO DIRT CUTS, IN THE TOP OF A GRANITE OUTCROP, 104 FEET NORTH OF THE
 ET0371'CENTER LINE OF THE HIGHWAY, 55 FEET NORTHEAST OF THE APPROXIMATE
 ET0371'CENTER OF A SMALL DRY WASH, 21 1/2 FEET EAST OF A DOUBLE 6-INCH PALO
 ET0371'VERDE TREE, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED BY THE WHITE
 ET0371'PAINTED LETTERS B M.
 ET0371
 ET0371                          STATION RECOVERY (2008)
 ET0371
 ET0371'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0371'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES
 ET0371'N34.27.222 ' W112 59.300'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0728 ***********************************************************************
 CZ0728  DESIGNATION -  G 291
 CZ0728  PID         -  CZ0728
 CZ0728  STATE/COUNTY-  AZ/PIMA
 CZ0728  USGS QUAD   -  AVRA (1992)
 CZ0728
 CZ0728                         *CURRENT SURVEY CONTROL
 CZ0728  ___________________________________________________________________
 CZ0728* NAD 83(1986)-  32 15 06.     (N)    111 11 36.     (W)     SCALED    
 CZ0728* NAVD 88     -       785.15   (+/-2cm)    2575.9    (feet)  VERTCON   
 CZ0728  ___________________________________________________________________
 CZ0728  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0728
 CZ0728.The horizontal coordinates were scaled from a topographic map and have
 CZ0728.an estimated accuracy of +/- 6 seconds.
 CZ0728
 CZ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0728.The vertical order pertains to the NGVD 29 superseded value.
 CZ0728
 CZ0728.The geoid height was determined by GEOID03.
 CZ0728
 CZ0728;                    North         East    Units  Estimated Accuracy
 CZ0728;SPC AZ C     -   139,000.      281,520.      MT  (+/- 180 meters Scaled)
 CZ0728
 CZ0728                          SUPERSEDED SURVEY CONTROL
 CZ0728
 CZ0728  NGVD 29 (??/??/92)  784.478  (m)         2573.74   (f) ADJ UNCH    2 0
 CZ0728
 CZ0728.Superseded values are not recommended for survey control.
 CZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0728.See file dsdata.txt to determine how the superseded data were derived.
 CZ0728
 CZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA817683(NAD 83)
 CZ0728_MARKER: DB = BENCH MARK DISK
 CZ0728_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0728_SP_SET: RED OUTCROP
 CZ0728_STAMPING: G 291 1951
 CZ0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0728+STABILITY: POSITION/ELEVATION WELL
 CZ0728
 CZ0728  HISTORY     - Date     Condition        Report By
 CZ0728  HISTORY     - 1951     MONUMENTED       CGS
 CZ0728  HISTORY     - 20010922 MARK NOT FOUND   INDIV
 CZ0728
 CZ0728                          STATION DESCRIPTION
 CZ0728
 CZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0728'17.1 MI W FROM TUCSON.
 CZ0728'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0728'HIGHWAY 86 (AJO-TUCSON), THENCE 10.9 MILES NORTHWEST ALONG THE KINNEY
 CZ0728'ROAD (VIA MCCAIN LOOP), 0.7 MILE SOUTHEAST OF A T JUNCTION OF A GRADED
 CZ0728'ROAD LEADING SOUTHWEST, AT A POINT WHERE A 10 FEET WIDE ROCKY WASH
 CZ0728'CROSSES THE ROAD AT THE BOTTOM OF A SHORT STEEP GRADE, AND IN THE TOP
 CZ0728'OF A RED OUTCROP WHICH PROJECTS ABOUT 1 1/2 FOOT ABOVE THE GROUND, 18
 CZ0728'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET NORTH OF
 CZ0728'THE APPROXIMATE CENTER OF THE WASH, AND ABOUT 2 FEET HIGHER THAN THE
 CZ0728'ROAD.
 CZ0728
 CZ0728                          STATION RECOVERY (2001)
 CZ0728
 CZ0728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0699 ***********************************************************************
 CZ0699  DESIGNATION -  G 292
 CZ0699  PID         -  CZ0699
 CZ0699  STATE/COUNTY-  AZ/PIMA
 CZ0699  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0699
 CZ0699                         *CURRENT SURVEY CONTROL
 CZ0699  ___________________________________________________________________
 CZ0699* NAD 83(1986)-  32 18 22.     (N)    111 15 08.     (W)     SCALED    
 CZ0699* NAVD 88     -       651.96   (+/-2cm)    2139.0    (feet)  VERTCON   
 CZ0699  ___________________________________________________________________
 CZ0699  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0699
 CZ0699.The horizontal coordinates were scaled from a topographic map and have
 CZ0699.an estimated accuracy of +/- 6 seconds.
 CZ0699
 CZ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0699.The vertical order pertains to the NGVD 29 superseded value.
 CZ0699
 CZ0699.The geoid height was determined by GEOID03.
 CZ0699
 CZ0699;                    North         East    Units  Estimated Accuracy
 CZ0699;SPC AZ C     -   145,000.      275,930.      MT  (+/- 180 meters Scaled)
 CZ0699
 CZ0699                          SUPERSEDED SURVEY CONTROL
 CZ0699
 CZ0699  NGVD 29 (??/??/92)  651.332  (m)         2136.91   (f) ADJ UNCH    2 0
 CZ0699
 CZ0699.Superseded values are not recommended for survey control.
 CZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0699.See file dsdata.txt to determine how the superseded data were derived.
 CZ0699
 CZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA762743(NAD 83)
 CZ0699_MARKER: DB = BENCH MARK DISK
 CZ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0699_STAMPING: G 292 1951
 CZ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0699+STABILITY: SURFACE MOTION
 CZ0699
 CZ0699  HISTORY     - Date     Condition        Report By
 CZ0699  HISTORY     - 1951     MONUMENTED       CGS
 CZ0699
 CZ0699                          STATION DESCRIPTION
 CZ0699
 CZ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0699'14.1 MI SW FROM RILLITO.
 CZ0699'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0699'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0699'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0699'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, THENCE 1.6
 CZ0699'MILES WEST ALONG A DIRT ROAD, THENCE 6.7 MILES SOUTH ALONG A TRACK
 CZ0699'ROAD, AT A POINT WHERE THE ROAD TURNS AND PASSES UNDER A NORTH SOUTH
 CZ0699'POWER LINE, AT A T IN AN EAST WEST AND SOUTH FENCE LINE, AND AT A Y
 CZ0699'JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 32 FEET WEST OF THE
 CZ0699'CENTERLINE OF THE ROAD, 25.5 FEET NORTH OF A T IN A FENCE, 15.5 FEET
 CZ0699'WEST OF A POWER LINE POLE, 1.3 FEET NORTH OF A FENCE, 1.9 FEET EAST OF
 CZ0699'A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CZ0699'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0712 ***********************************************************************
 CZ0712  DESIGNATION -  G 295
 CZ0712  PID         -  CZ0712
 CZ0712  STATE/COUNTY-  AZ/PIMA
 CZ0712  USGS QUAD   -  AVRA (1992)
 CZ0712
 CZ0712                         *CURRENT SURVEY CONTROL
 CZ0712  ___________________________________________________________________
 CZ0712* NAD 83(1986)-  32 19 31.     (N)    111 08 07.     (W)     SCALED    
 CZ0712* NAVD 88     -       738.63   (+/-2cm)    2423.3    (feet)  VERTCON   
 CZ0712  ___________________________________________________________________
 CZ0712  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0712
 CZ0712.The horizontal coordinates were scaled from a topographic map and have
 CZ0712.an estimated accuracy of +/- 6 seconds.
 CZ0712
 CZ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0712.The vertical order pertains to the NGVD 29 superseded value.
 CZ0712
 CZ0712.The geoid height was determined by GEOID03.
 CZ0712
 CZ0712;                    North         East    Units  Estimated Accuracy
 CZ0712;SPC AZ C     -   147,200.      286,930.      MT  (+/- 180 meters Scaled)
 CZ0712
 CZ0712                          SUPERSEDED SURVEY CONTROL
 CZ0712
 CZ0712  NGVD 29 (??/??/92)  737.963  (m)         2421.13   (f) ADJ UNCH    2 0
 CZ0712
 CZ0712.Superseded values are not recommended for survey control.
 CZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0712.See file dsdata.txt to determine how the superseded data were derived.
 CZ0712
 CZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA872764(NAD 83)
 CZ0712_MARKER: DB = BENCH MARK DISK
 CZ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0712_STAMPING: G 295 1951
 CZ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0712+STABILITY: SURFACE MOTION
 CZ0712
 CZ0712  HISTORY     - Date     Condition        Report By
 CZ0712  HISTORY     - 1951     MONUMENTED       CGS
 CZ0712
 CZ0712                          STATION DESCRIPTION
 CZ0712
 CZ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0712'4.4 MI SW FROM CORTARO.
 CZ0712'1.75 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0712'CORTARO, THENCE 2.65 MILES SOUTHWEST ALONG THE KINNEY ROAD, 0.65 MILE
 CZ0712'WEST OF THE SUMMIT AND THE EAST ENTRANCE TO THE TUCSON MOUNTAIN PARK,
 CZ0712'47 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE KINNEY ROAD, 3.1 FEET
 CZ0712'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0712'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0074 ***********************************************************************
 DA0074  DESIGNATION -  G 297
 DA0074  PID         -  DA0074
 DA0074  STATE/COUNTY-  AZ/PINAL
 DA0074  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0074
 DA0074                         *CURRENT SURVEY CONTROL
 DA0074  ___________________________________________________________________
 DA0074* NAD 83(1986)-  32 52 44.     (N)    112 00 51.     (W)     SCALED    
 DA0074* NAVD 88     -       406.00   (+/-2cm)    1332.0    (feet)  VERTCON   
 DA0074  ___________________________________________________________________
 DA0074  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0074
 DA0074.The horizontal coordinates were scaled from a topographic map and have
 DA0074.an estimated accuracy of +/- 6 seconds.
 DA0074
 DA0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0074.The vertical order pertains to the NGVD 29 superseded value.
 DA0074
 DA0074.The geoid height was determined by GEOID03.
 DA0074
 DA0074;                    North         East    Units  Estimated Accuracy
 DA0074;SPC AZ C     -   208,330.      204,240.      MT  (+/- 180 meters Scaled)
 DA0074
 DA0074                          SUPERSEDED SURVEY CONTROL
 DA0074
 DA0074  NGVD 29 (??/??/92)  405.415  (m)         1330.10   (f) ADJ UNCH    2 0
 DA0074
 DA0074.Superseded values are not recommended for survey control.
 DA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0074.See file dsdata.txt to determine how the superseded data were derived.
 DA0074
 DA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB051383(NAD 83)
 DA0074_MARKER: DB = BENCH MARK DISK
 DA0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0074_STAMPING: G 297 1951
 DA0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0074+STABILITY: SURFACE MOTION
 DA0074
 DA0074  HISTORY     - Date     Condition        Report By
 DA0074  HISTORY     - 1951     MONUMENTED       CGS
 DA0074  HISTORY     - 1977     MARK NOT FOUND   USGS
 DA0074
 DA0074                          STATION DESCRIPTION
 DA0074
 DA0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0074'2.4 MI W FROM STANFIELD.
 DA0074'2.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0074'STANFIELD, ABOUT 41 YARDS SOUTH OF AND ACROSS THE HIGHWAY FROM A
 DA0074'TRANSFORMER STATION, AT THE JUNCTION OF A FARM ROAD LEADING SOUTH INTO
 DA0074'A CULTIVATED FIELD, ABOUT 43 YARDS WEST OF HIGHWAY MILEPOST 163, 45.0
 DA0074'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE
 DA0074'APPROXIMATE CENTER OF THE FARM ROAD, 2.5 FEET SOUTHEAST OF TELEPHONE
 DA0074'POLE 255, 1.7 FEET NORTH OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST,
 DA0074'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0074'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0074
 DA0074                          STATION RECOVERY (1977)
 DA0074
 DA0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0693 ***********************************************************************
 DA0693  DESIGNATION -  G 298
 DA0693  PID         -  DA0693
 DA0693  STATE/COUNTY-  AZ/MARICOPA
 DA0693  USGS QUAD   -  BOSQUE (1973)
 DA0693
 DA0693                         *CURRENT SURVEY CONTROL
 DA0693  ___________________________________________________________________
 DA0693* NAD 83(1986)-  32 54 28.     (N)    112 31 40.     (W)     SCALED    
 DA0693* NAVD 88     -       389.26   (+/-2cm)    1277.1    (feet)  VERTCON   
 DA0693  ___________________________________________________________________
 DA0693  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DA0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0693
 DA0693.The horizontal coordinates were scaled from a topographic map and have
 DA0693.an estimated accuracy of +/- 6 seconds.
 DA0693
 DA0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0693.The vertical order pertains to the NGVD 29 superseded value.
 DA0693
 DA0693.The geoid height was determined by GEOID03.
 DA0693
 DA0693;                    North         East    Units  Estimated Accuracy
 DA0693;SPC AZ C     -   211,690.      156,200.      MT  (+/- 180 meters Scaled)
 DA0693
 DA0693                          SUPERSEDED SURVEY CONTROL
 DA0693
 DA0693  NGVD 29 (??/??/92)  388.623  (m)         1275.01   (f) ADJ UNCH    2 0
 DA0693
 DA0693.Superseded values are not recommended for survey control.
 DA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0693.See file dsdata.txt to determine how the superseded data were derived.
 DA0693
 DA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB571420(NAD 83)
 DA0693_MARKER: DB = BENCH MARK DISK
 DA0693_SETTING: 0 = UNSPECIFIED SETTING
 DA0693_STAMPING: G 298 1951
 DA0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0693+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0693
 DA0693  HISTORY     - Date     Condition        Report By
 DA0693  HISTORY     - 1951     MONUMENTED       CGS
 DA0693  HISTORY     - 1973     GOOD             USGS
 DA0693  HISTORY     - 20080418 GOOD             GEOCAC
 DA0693
 DA0693                          STATION DESCRIPTION
 DA0693
 DA0693'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0693'11.7 MI E FROM GILA BEND.
 DA0693'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U. S.
 DA0693'HIGHWAY 80, THENCE 8 MILES EAST ALONG INTERSTATE 8 TO GATE AND GRAVEL
 DA0693'ROAD NORTH OF THE WEST BOUND LANE, THENCE 0.15 MILE NORTHEAST TO A
 DA0693'WASH, 375 FEET EAST SOUTHEAST AND 52 FEET SOUTH OF A SMALLER WASH.
 DA0693
 DA0693                          STATION RECOVERY (2008)
 DA0693
 DA0693'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0693'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0693'THE DESCRIPTION - THE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 DA0693'PROJECTING 0.5 FEET ABOVE THE GROUND, 2.3 FEET NORTH OF A WOODEN 4X4
 DA0693'WITNESS POST WITH NO SIGN. HANDHELD COORDINATES
 DA0693'32 54 28.6 (N)   112 31 40.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1213 ***********************************************************************
 CZ1213  DESIGNATION -  G 299
 CZ1213  PID         -  CZ1213
 CZ1213  STATE/COUNTY-  AZ/PINAL
 CZ1213  USGS QUAD   -  CHUICHU (1992)
 CZ1213
 CZ1213                         *CURRENT SURVEY CONTROL
 CZ1213  ___________________________________________________________________
 CZ1213* NAD 83(1986)-  32 48 23.     (N)    111 51 37.     (W)     SCALED    
 CZ1213* NAVD 88     -       421.75   (+/-2cm)    1383.7    (feet)  VERTCON   
 CZ1213  ___________________________________________________________________
 CZ1213  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1213
 CZ1213.The horizontal coordinates were scaled from a topographic map and have
 CZ1213.an estimated accuracy of +/- 6 seconds.
 CZ1213
 CZ1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1213.The vertical order pertains to the NGVD 29 superseded value.
 CZ1213
 CZ1213.The geoid height was determined by GEOID03.
 CZ1213
 CZ1213;                    North         East    Units  Estimated Accuracy
 CZ1213;SPC AZ C     -   200,280.      218,640.      MT  (+/- 180 meters Scaled)
 CZ1213
 CZ1213                          SUPERSEDED SURVEY CONTROL
 CZ1213
 CZ1213  NGVD 29 (??/??/92)  421.140  (m)         1381.69   (f) ADJ UNCH    2 0
 CZ1213
 CZ1213.Superseded values are not recommended for survey control.
 CZ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1213.See file dsdata.txt to determine how the superseded data were derived.
 CZ1213
 CZ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194301(NAD 83)
 CZ1213_MARKER: DB = BENCH MARK DISK
 CZ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1213_STAMPING: G 299 1952
 CZ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1213+STABILITY: SURFACE MOTION
 CZ1213
 CZ1213  HISTORY     - Date     Condition        Report By
 CZ1213  HISTORY     - 1952     MONUMENTED       CGS
 CZ1213  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1213  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ1213
 CZ1213                          STATION DESCRIPTION
 CZ1213
 CZ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1213'11.3 MI SW FROM CASA GRANDE.
 CZ1213'6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHEARN PACIFIC CO.
 CZ1213'WATER TANK AT CASA GRANDE, THENCE 4 MILES SOUTH ALONG A GRADED ROAD,
 CZ1213'THENCE 1 MILE SOUTH ALONG A LEVEE, ABOUT 8.6 MILES NORTH OF COCKLEBUR,
 CZ1213'AT SECTION CORNER T7S R5E S18 S19 S19 S20, AND ABOUT 38 YARDS
 CZ1213'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, AT A T FENCE
 CZ1213'CORNER, AT A JOG IN THE LEVEE, 39 1/2 FEET WEST OF THE CORNER FENCE
 CZ1213'POST, 6 1/2 FEET WEST OF THE WEST BANK OF THE LEVEE, 20 FEET EAST OF
 CZ1213'THE CENTER OF A GATE TO THE FARM YARD, 1.2 FEET SOUTH OF A FENCE, 1.5
 CZ1213'FEET EAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CZ1213'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE FARM
 CZ1213'YARD.
 CZ1213
 CZ1213                          STATION RECOVERY (1966)
 CZ1213
 CZ1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1213'MARK NOT FOUND.
 CZ1213
 CZ1213                          STATION RECOVERY (2007)
 CZ1213
 CZ1213'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1213'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1157 ***********************************************************************
 DV1157  DESIGNATION -  G 30
 DV1157  PID         -  DV1157
 DV1157  STATE/COUNTY-  AZ/LA PAZ
 DV1157  USGS QUAD   -  BEAR HILLS (1990)
 DV1157
 DV1157                         *CURRENT SURVEY CONTROL
 DV1157  ___________________________________________________________________
 DV1157* NAD 83(1986)-  33 41 43.     (N)    113 52 47.     (W)     SCALED    
 DV1157* NAVD 88     -       359.559  (meters)    1179.65   (feet)  ADJUSTED  
 DV1157  ___________________________________________________________________
 DV1157  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DV1157  DYNAMIC HT  -         359.150 (meters)    1178.31  (feet)  COMP
 DV1157  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DV1157
 DV1157  VERT ORDER  -  FIRST     CLASS II
 DV1157
 DV1157.The horizontal coordinates were scaled from a topographic map and have
 DV1157.an estimated accuracy of +/- 6 seconds.
 DV1157
 DV1157.The orthometric height was determined by differential leveling
 DV1157.and adjusted in June 1991.
 DV1157
 DV1157.The geoid height was determined by GEOID03.
 DV1157
 DV1157.The dynamic height is computed by dividing the NAVD 88
 DV1157.geopotential number by the normal gravity value computed on the
 DV1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1157.degrees latitude (g = 980.6199 gals.).
 DV1157
 DV1157.The modeled gravity was interpolated from observed gravity values.
 DV1157
 DV1157;                    North         East    Units  Estimated Accuracy
 DV1157;SPC AZ W     -   298,880.      201,330.      MT  (+/- 180 meters Scaled)
 DV1157
 DV1157                          SUPERSEDED SURVEY CONTROL
 DV1157
 DV1157  NGVD 29 (??/??/92)  358.897  (m)         1177.48   (f) ADJ UNCH    1 2
 DV1157
 DV1157.Superseded values are not recommended for survey control.
 DV1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1157.See file dsdata.txt to determine how the superseded data were derived.
 DV1157
 DV1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC330320(NAD 83)
 DV1157_MARKER: DB = BENCH MARK DISK
 DV1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1157_STAMPING: 1177.481 G 30 1933
 DV1157_MARK LOGO: CGS   
 DV1157_PROJECTION: PROJECTING 15 CENTIMETERS
 DV1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1157+STABILITY: SURFACE MOTION
 DV1157
 DV1157  HISTORY     - Date     Condition        Report By
 DV1157  HISTORY     - 1933     MONUMENTED       CGS
 DV1157  HISTORY     - 1949     GOOD             NGS
 DV1157  HISTORY     - 1981     GOOD             NGS
 DV1157  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1157
 DV1157                          STATION DESCRIPTION
 DV1157
 DV1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV1157'IN SALOME.
 DV1157'17.2 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY, 75
 DV1157'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET NORTHEAST OF A
 DV1157'ROCK-DIRT DIKE ACROSS A DITCH AND 4 FEET NORTH OF A WHITE WITNESS
 DV1157'POST.  A STANDARD DISK, STAMPED 1177.481 G 30 1933 AND SET IN THE TOP
 DV1157'OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 DV1157
 DV1157                          STATION RECOVERY (1981)
 DV1157
 DV1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1157'28.4 KM (17.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1157'OF SALOME ROAD IN SALOME, 0.25 KM (0.15 MI) NORTHEAST OF HIGHWAY
 DV1157'MILEPOST 39, 25.3 METERS (83.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DV1157'HIGHWAY, 11.9 METERS (39.0 FT) EAST OF A BRACED ANGLE IRON POST IN THE
 DV1157'RIGHT-OF-WAY FENCE, 8.6 METERS (28.0 FT) SOUTHEAST OF THE FENCE LINE.
 DV1157'THE MARK IS 0.75 METERS  NE FROM A WITNESS POST.
 DV1157'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DV1157
 DV1157                          STATION RECOVERY (2004)
 DV1157
 DV1157'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0140 ***********************************************************************
 DA0140  DESIGNATION -  G 300
 DA0140  PID         -  DA0140
 DA0140  STATE/COUNTY-  AZ/PINAL
 DA0140  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0140
 DA0140                         *CURRENT SURVEY CONTROL
 DA0140  ___________________________________________________________________
 DA0140* NAD 83(1986)-  32 56 22.     (N)    112 00 53.     (W)     SCALED    
 DA0140* NAVD 88     -       381.95   (+/-2cm)    1253.1    (feet)  VERTCON   
 DA0140  ___________________________________________________________________
 DA0140  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0140
 DA0140.The horizontal coordinates were scaled from a topographic map and have
 DA0140.an estimated accuracy of +/- 6 seconds.
 DA0140
 DA0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0140.The vertical order pertains to the NGVD 29 superseded value.
 DA0140
 DA0140.The geoid height was determined by GEOID03.
 DA0140
 DA0140;                    North         East    Units  Estimated Accuracy
 DA0140;SPC AZ C     -   215,040.      204,190.      MT  (+/- 180 meters Scaled)
 DA0140
 DA0140                          SUPERSEDED SURVEY CONTROL
 DA0140
 DA0140  NGVD 29 (??/??/92)  381.393  (m)         1251.29   (f) ADJ UNCH    2 0
 DA0140
 DA0140.Superseded values are not recommended for survey control.
 DA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0140.See file dsdata.txt to determine how the superseded data were derived.
 DA0140
 DA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB051450(NAD 83)
 DA0140_MARKER: DB = BENCH MARK DISK
 DA0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0140_STAMPING: G 300 1952
 DA0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0140+STABILITY: SURFACE MOTION
 DA0140
 DA0140  HISTORY     - Date     Condition        Report By
 DA0140  HISTORY     - 1952     MONUMENTED       CGS
 DA0140  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0140
 DA0140                          STATION DESCRIPTION
 DA0140
 DA0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0140'6.6 MI NW FROM STANFIELD.
 DA0140'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0140'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0140'1.0 MILE WEST ALONG THE MILLER ROAD, 0.1 MILE WEST OF THE ACCESS ROAD
 DA0140'TO A COTTON GIN, AT THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, AT
 DA0140'A FENCE CORNER, 49 1/2 FEET SOUTH OF THE CENTER LINE OF THE MILLER
 DA0140'ROAD, 38 1/2 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD SOUTH,
 DA0140'1.8 FEET WEST OF THE CORNER FENCE POST, 1.6 FEET NORTH OF A WITNESS
 DA0140'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0140'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THE AREA IS NOW IN
 DA0140'IRRIGATION DRAINAGE AREA.
 DA0140
 DA0140                          STATION RECOVERY (1963)
 DA0140
 DA0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0748 ***********************************************************************
 CZ0748  DESIGNATION -  G 301
 CZ0748  PID         -  CZ0748
 CZ0748  STATE/COUNTY-  AZ/PIMA
 CZ0748  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0748
 CZ0748                         *CURRENT SURVEY CONTROL
 CZ0748  ___________________________________________________________________
 CZ0748* NAD 83(1986)-  32 14 42.     (N)    111 16 44.     (W)     SCALED    
 CZ0748* NAVD 88     -       677.83   (+/-2cm)    2223.8    (feet)  VERTCON   
 CZ0748  ___________________________________________________________________
 CZ0748  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0748
 CZ0748.The horizontal coordinates were scaled from a topographic map and have
 CZ0748.an estimated accuracy of +/- 6 seconds.
 CZ0748
 CZ0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0748.The vertical order pertains to the NGVD 29 superseded value.
 CZ0748
 CZ0748.The geoid height was determined by GEOID03.
 CZ0748
 CZ0748;                    North         East    Units  Estimated Accuracy
 CZ0748;SPC AZ C     -   138,210.      273,460.      MT  (+/- 180 meters Scaled)
 CZ0748
 CZ0748                          SUPERSEDED SURVEY CONTROL
 CZ0748
 CZ0748  NGVD 29 (??/??/92)  677.206  (m)         2221.80   (f) ADJ UNCH    2 0
 CZ0748
 CZ0748.Superseded values are not recommended for survey control.
 CZ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0748.See file dsdata.txt to determine how the superseded data were derived.
 CZ0748
 CZ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA737676(NAD 83)
 CZ0748_MARKER: DB = BENCH MARK DISK
 CZ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0748_STAMPING: G 301 1951
 CZ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0748+STABILITY: SURFACE MOTION
 CZ0748
 CZ0748  HISTORY     - Date     Condition        Report By
 CZ0748  HISTORY     - 1951     MONUMENTED       CGS
 CZ0748  HISTORY     - 1975     GOOD             USGS
 CZ0748
 CZ0748                          STATION DESCRIPTION
 CZ0748
 CZ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0748'20.3 MI W FROM TUCSON.
 CZ0748'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0748'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0748'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0748'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0748'ALONG A DIRT ROAD TO A NORTH-SOUTH POWER LINE AND A T JUNCTION OF A
 CZ0748'ROAD, THENCE 0.4 MILES SOUTH TO AN INTERSECTION, AT THE INTERSECTION
 CZ0748'OF THE MAIN ROAD LEADING NORTH AND WEST AND A TRACK ROAD LEADING SOUTH
 CZ0748'AND EAST, LEVEL LINE GOES NORTH AT THIS POINT, 89 1/2 FEET NORTHWEST
 CZ0748'OF THE CENTER OF THE ROAD INTERSECTION UNDER THE POWER LINE, 76 1/2
 CZ0748'FEET WEST OF THE CENTER LINE OF THE MAIN ROAD LEADING NORTH AND THE
 CZ0748'POWER LINE, 37 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD LEADING
 CZ0748'WEST, 2.3 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ0748'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0748'THE GROUND.
 CZ0748
 CZ0748                          STATION RECOVERY (1975)
 CZ0748
 CZ0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0748'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0748'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0748'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0748'BEND. TURN LEFT, THROUGH GATE S. ALONG POWERLINE 0.2 MI. 75 FT W. OF
 CZ0748'RD. ALONG POWERLINE, 35 FT NE. OF OLD DIM TRACK RD., 2.3 FT E. OF
 CZ0748'WITNESS POST. SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT. NGS DISK
 CZ0748'STAMPED G 301 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0807 ***********************************************************************
 CG0807  DESIGNATION -  G 302
 CG0807  PID         -  CG0807
 CG0807  STATE/COUNTY-  AZ/PIMA
 CG0807  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0807
 CG0807                         *CURRENT SURVEY CONTROL
 CG0807  ___________________________________________________________________
 CG0807* NAD 83(1986)-  31 35 20.     (N)    111 31 54.     (W)     SCALED    
 CG0807* NAVD 88     -      1082.89   (+/-2cm)    3552.8    (feet)  VERTCON   
 CG0807  ___________________________________________________________________
 CG0807  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CG0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0807
 CG0807.The horizontal coordinates were scaled from a topographic map and have
 CG0807.an estimated accuracy of +/- 6 seconds.
 CG0807
 CG0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0807.The vertical order pertains to the NGVD 29 superseded value.
 CG0807
 CG0807.The geoid height was determined by GEOID03.
 CG0807
 CG0807;                    North         East    Units  Estimated Accuracy
 CG0807;SPC AZ C     -    65,350.      249,900.      MT  (+/- 180 meters Scaled)
 CG0807
 CG0807                          SUPERSEDED SURVEY CONTROL
 CG0807
 CG0807  NGVD 29 (??/??/92) 1082.101  (m)         3550.19   (f) ADJ UNCH    2 0
 CG0807
 CG0807.Superseded values are not recommended for survey control.
 CG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0807.See file dsdata.txt to determine how the superseded data were derived.
 CG0807
 CG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV495949(NAD 83)
 CG0807_MARKER: DB = BENCH MARK DISK
 CG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0807_STAMPING: G 302 1951
 CG0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0807+STABILITY: SURFACE MOTION
 CG0807
 CG0807  HISTORY     - Date     Condition        Report By
 CG0807  HISTORY     - 1951     MONUMENTED       CGS
 CG0807  HISTORY     - 1975     GOOD             USGS
 CG0807  HISTORY     - 20010331 GOOD             NGS
 CG0807
 CG0807                          STATION DESCRIPTION
 CG0807
 CG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0807'7.2 MI N FROM SASABE.
 CG0807'7.2 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0807'HOUSE AT SASABE, AT THE INTERSECTION OF THE MAIN ROAD AND A TRACK ROAD
 CG0807'LEADING WEST AND A ROAD LEADING EAST TO THE GILL AND SON RANCH, 135
 CG0807'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING WEST, 103
 CG0807'1/2 FEET WEST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 94 1/2
 CG0807'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 5 FEET NORTHEAST
 CG0807'OF A POWER LINE POLE, 2.7 FEET EAST OF THE WITNESS POST, AND ABOUT 1/2
 CG0807'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0807'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0807
 CG0807                          STATION RECOVERY (1975)
 CG0807
 CG0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0807'SASABE, 7.3 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO T-RD.
 CG0807'SE. 105 FT NW. OF T-RD. FORK E. SET IN TOP OF CONCRETE POST 2 FT
 CG0807'HIGHER THAN RD. STANDARD DISK STAMPED G 302 1951.
 CG0807
 CG0807                          STATION RECOVERY (2001)
 CG0807
 CG0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0807'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0942 ***********************************************************************
 CZ0942  DESIGNATION -  G 303
 CZ0942  PID         -  CZ0942
 CZ0942  STATE/COUNTY-  AZ/PIMA
 CZ0942  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0942
 CZ0942                         *CURRENT SURVEY CONTROL
 CZ0942  ___________________________________________________________________
 CZ0942* NAD 83(1986)-  32 22 20.     (N)    111 32 26.     (W)     SCALED    
 CZ0942* NAVD 88     -       735.99   (+/-2cm)    2414.7    (feet)  VERTCON   
 CZ0942  ___________________________________________________________________
 CZ0942  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0942
 CZ0942.The horizontal coordinates were scaled from a topographic map and have
 CZ0942.an estimated accuracy of +/- 6 seconds.
 CZ0942
 CZ0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0942.The vertical order pertains to the NGVD 29 superseded value.
 CZ0942
 CZ0942.The geoid height was determined by GEOID03.
 CZ0942
 CZ0942;                    North         East    Units  Estimated Accuracy
 CZ0942;SPC AZ C     -   152,200.      248,750.      MT  (+/- 180 meters Scaled)
 CZ0942
 CZ0942                          SUPERSEDED SURVEY CONTROL
 CZ0942
 CZ0942  NGVD 29 (??/??/92)  735.386  (m)         2412.68   (f) ADJ UNCH    2 0
 CZ0942
 CZ0942.Superseded values are not recommended for survey control.
 CZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0942.See file dsdata.txt to determine how the superseded data were derived.
 CZ0942
 CZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA491818(NAD 83)
 CZ0942_MARKER: DB = BENCH MARK DISK
 CZ0942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0942_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0942_STAMPING: G 303 1951
 CZ0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0942
 CZ0942  HISTORY     - Date     Condition        Report By
 CZ0942  HISTORY     - 1951     MONUMENTED       CGS
 CZ0942
 CZ0942                          STATION DESCRIPTION
 CZ0942
 CZ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0942'5.8 MI SE FROM SILVER BELL.
 CZ0942'0.1 MILE EAST ALONG A GRADED ROAD FROM THE SILVER BELL CEMETERY,
 CZ0942'THENCE 5.7 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.2 MILE SOUTHEAST OF
 CZ0942'A GATE FOR A FENCE CROSSING THE ROAD, ON THE TOP OF A SHORT, STEEP
 CZ0942'UPGRADE GOING SOUTHEAST, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CZ0942'ROAD, 3 FEET NORTH OF A WITNESS POST, AND BRAISED ON THE TOP OF A 3
 CZ0942'1/2 INCH IRON PIPE, PROJECTING 1.2 FOOT ABOVE THE GROUND AND ABOUT
 CZ0942'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1319 ***********************************************************************
 CZ1319  DESIGNATION -  G 304
 CZ1319  PID         -  CZ1319
 CZ1319  STATE/COUNTY-  AZ/PINAL
 CZ1319  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1319
 CZ1319                         *CURRENT SURVEY CONTROL
 CZ1319  ___________________________________________________________________
 CZ1319* NAD 83(1986)-  32 35 14.     (N)    111 40 19.     (W)     SCALED    
 CZ1319* NAVD 88     -       484.43   (+/-2cm)    1589.3    (feet)  VERTCON   
 CZ1319  ___________________________________________________________________
 CZ1319  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ1319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1319
 CZ1319.The horizontal coordinates were scaled from a topographic map and have
 CZ1319.an estimated accuracy of +/- 6 seconds.
 CZ1319
 CZ1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1319.The vertical order pertains to the NGVD 29 superseded value.
 CZ1319
 CZ1319.The geoid height was determined by GEOID03.
 CZ1319
 CZ1319;                    North         East    Units  Estimated Accuracy
 CZ1319;SPC AZ C     -   176,010.      236,330.      MT  (+/- 180 meters Scaled)
 CZ1319
 CZ1319                          SUPERSEDED SURVEY CONTROL
 CZ1319
 CZ1319  NGVD 29 (??/??/92)  483.888  (m)         1587.56   (f) ADJ UNCH    2 0
 CZ1319
 CZ1319.Superseded values are not recommended for survey control.
 CZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1319.See file dsdata.txt to determine how the superseded data were derived.
 CZ1319
 CZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB369057(NAD 83)
 CZ1319_MARKER: DB = BENCH MARK DISK
 CZ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1319_STAMPING: G 304 1951
 CZ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1319+STABILITY: SURFACE MOTION
 CZ1319
 CZ1319  HISTORY     - Date     Condition        Report By
 CZ1319  HISTORY     - 1951     MONUMENTED       CGS
 CZ1319  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ1319
 CZ1319                          STATION DESCRIPTION
 CZ1319
 CZ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1319'17.2 MI S FROM TOLTEC.
 CZ1319'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1319'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1319'HIGHWAY, THENCE 3 MILES WEST ALONG THE PRETZER ROAD, THENCE 4 MILES
 CZ1319'SOUTH A GRADED ROAD, ABOUT 215 YARDS NORTH OF A GALVANIZED METAL WATER
 CZ1319'TANK, AND IN LINE WITH A NORTH-SOUTH POWER LINE, 39.2 FEET WEST OF A
 CZ1319'FENCE LINE, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET
 CZ1319'SOUTH OF A POWER POLE, 2.2 FEET NORTH OF A WITNESS POST, AND ABOUT 2
 CZ1319'FEET LOWER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.7
 CZ1319'FOOT.
 CZ1319
 CZ1319                          STATION RECOVERY (1966)
 CZ1319
 CZ1319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0477 ***********************************************************************
 CG0477  DESIGNATION -  G 305
 CG0477  PID         -  CG0477
 CG0477  STATE/COUNTY-  AZ/PIMA
 CG0477  USGS QUAD   -  FRESNO WASH (1982)
 CG0477
 CG0477                         *CURRENT SURVEY CONTROL
 CG0477  ___________________________________________________________________
 CG0477* NAD 83(1986)-  31 50 21.     (N)    111 23 14.     (W)     SCALED    
 CG0477* NAVD 88     -       937.15   (+/-2cm)    3074.6    (feet)  VERTCON   
 CG0477  ___________________________________________________________________
 CG0477  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0477
 CG0477.The horizontal coordinates were scaled from a topographic map and have
 CG0477.an estimated accuracy of +/- 6 seconds.
 CG0477
 CG0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0477.The vertical order pertains to the NGVD 29 superseded value.
 CG0477
 CG0477.The geoid height was determined by GEOID03.
 CG0477
 CG0477;                    North         East    Units  Estimated Accuracy
 CG0477;SPC AZ C     -    93,160.      263,470.      MT  (+/- 180 meters Scaled)
 CG0477
 CG0477                          SUPERSEDED SURVEY CONTROL
 CG0477
 CG0477  NGVD 29 (??/??/92)  936.404  (m)         3072.19   (f) ADJ UNCH    2 0
 CG0477
 CG0477.Superseded values are not recommended for survey control.
 CG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0477.See file dsdata.txt to determine how the superseded data were derived.
 CG0477
 CG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA633226(NAD 83)
 CG0477_MARKER: DB = BENCH MARK DISK
 CG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0477_STAMPING: G 305 1951
 CG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0477+STABILITY: SURFACE MOTION
 CG0477
 CG0477  HISTORY     - Date     Condition        Report By
 CG0477  HISTORY     - 1951     MONUMENTED       CGS
 CG0477
 CG0477                          STATION DESCRIPTION
 CG0477
 CG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0477'18.4 MI S FROM THREE POINTS.
 CG0477'22 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG THE
 CG0477'STATE HIGHWAY 86 TO THREE POINTS, THENCE 0.2 MILE EAST ALONG STATE
 CG0477'HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT THREE POINTS, THENCE 17.2
 CG0477'MILES SOUTH ALONG THE SASABE ROAD, THENCE 1 MILE EAST ALONG A TRACK
 CG0477'ROAD, 0.4 MILE SOUTHEAST OF A Y JUNCTION OF A TRACK ROAD LEADING
 CG0477'NORTHEAST, 78 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.6
 CG0477'FEET WEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD,
 CG0477'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0477'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0668 ***********************************************************************
 CG0668  DESIGNATION -  G 306
 CG0668  PID         -  CG0668
 CG0668  STATE/COUNTY-  AZ/PIMA
 CG0668  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0668
 CG0668                         *CURRENT SURVEY CONTROL
 CG0668  ___________________________________________________________________
 CG0668* NAD 83(1986)-  31 47 32.     (N)    111 40 22.     (W)     SCALED    
 CG0668* NAVD 88     -       951.54   (+/-2cm)    3121.8    (feet)  VERTCON   
 CG0668  ___________________________________________________________________
 CG0668  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0668
 CG0668.The horizontal coordinates were scaled from a topographic map and have
 CG0668.an estimated accuracy of +/- 6 seconds.
 CG0668
 CG0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0668.The vertical order pertains to the NGVD 29 superseded value.
 CG0668
 CG0668.The geoid height was determined by GEOID03.
 CG0668
 CG0668;                    North         East    Units  Estimated Accuracy
 CG0668;SPC AZ C     -    87,860.      236,460.      MT  (+/- 180 meters Scaled)
 CG0668
 CG0668                          SUPERSEDED SURVEY CONTROL
 CG0668
 CG0668  NGVD 29 (??/??/92)  950.770  (m)         3119.32   (f) ADJ UNCH    2 0
 CG0668
 CG0668.Superseded values are not recommended for survey control.
 CG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0668.See file dsdata.txt to determine how the superseded data were derived.
 CG0668
 CG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA363176(NAD 83)
 CG0668_MARKER: DB = BENCH MARK DISK
 CG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0668_STAMPING: G 306 1952
 CG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0668+STABILITY: SURFACE MOTION
 CG0668
 CG0668  HISTORY     - Date     Condition        Report By
 CG0668  HISTORY     - 1952     MONUMENTED       CGS
 CG0668
 CG0668                          STATION DESCRIPTION
 CG0668
 CG0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0668'9.9 MI E FROM TOPAWA.
 CG0668'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0668'TOPAWA, THENCE 1.0 MILE SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0668'KEEP LEFT AT THE Y JUNCTION, 0.35 MILE NORTHWEST OF A Y JUNCTION OF
 CG0668'THE MAIN ROAD AND ROAD LEADING NORTHEAST TO SYCAMORE CANYON, 33 FEET
 CG0668'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 63.5 FEET NORTHWEST OF USGS
 CG0668'COPPER NAIL AND WASHER 3120.8, IN THE EAST BASE OF A MESQUITE TREE,
 CG0668'2.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0668'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1159 ***********************************************************************
 DA1159  DESIGNATION -  G 307
 DA1159  PID         -  DA1159
 DA1159  STATE/COUNTY-  AZ/PIMA
 DA1159  USGS QUAD   -  AJO SOUTH (1990)
 DA1159
 DA1159                         *CURRENT SURVEY CONTROL
 DA1159  ___________________________________________________________________
 DA1159* NAD 83(1986)-  32 20 52.     (N)    112 50 33.     (W)     SCALED    
 DA1159* NAVD 88     -       541.77   (+/-2cm)    1777.5    (feet)  VERTCON   
 DA1159  ___________________________________________________________________
 DA1159  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1159
 DA1159.The horizontal coordinates were scaled from a topographic map and have
 DA1159.an estimated accuracy of +/- 6 seconds.
 DA1159
 DA1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1159.The vertical order pertains to the NGVD 29 superseded value.
 DA1159
 DA1159.The geoid height was determined by GEOID03.
 DA1159
 DA1159;                    North         East    Units  Estimated Accuracy
 DA1159;SPC AZ C     -   149,810.      126,210.      MT  (+/- 180 meters Scaled)
 DA1159
 DA1159                          SUPERSEDED SURVEY CONTROL
 DA1159
 DA1159  NGVD 29 (??/??/92)  541.075  (m)         1775.18   (f) ADJ UNCH    2 0
 DA1159
 DA1159.Superseded values are not recommended for survey control.
 DA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1159.See file dsdata.txt to determine how the superseded data were derived.
 DA1159
 DA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA266804(NAD 83)
 DA1159_MARKER: DB = BENCH MARK DISK
 DA1159_SETTING: 80 = SET IN A BOULDER
 DA1159_SP_SET: BOULDER
 DA1159_STAMPING: G 307 1952
 DA1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1159+STABILITY: SURFACE MOTION
 DA1159
 DA1159  HISTORY     - Date     Condition        Report By
 DA1159  HISTORY     - 1952     MONUMENTED       CGS
 DA1159  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1159
 DA1159                          STATION DESCRIPTION
 DA1159
 DA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1159'3.1 MI SE FROM AJO.
 DA1159'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA1159'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA1159'HIGHWAY 86, THENCE 1.05 MILES SOUTHWEST ALONG THE DRABY WELLS ROAD,
 DA1159'SET IN ABOUT THE CENTER OF A LARGE BOULDER 15 X 9 1/2 FEET, AND
 DA1159'PROJECTING 3 1/2 FEET ABOVE GROUND, 1.0 MILE SOUTHWEST OF JUNCTION OF
 DA1159'HIGHWAY 86, 59 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, 7.6 FEET
 DA1159'SOUTH OF THE NORTH END OF THE BOULDER, AND ABOUT 1 1/2 FEET HIGHER
 DA1159'THAN THE ROAD.
 DA1159
 DA1159                          STATION RECOVERY (1981)
 DA1159
 DA1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1159'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0092 ***********************************************************************
 CH0092  DESIGNATION -  G 308
 CH0092  PID         -  CH0092
 CH0092  STATE/COUNTY-  AZ/PIMA
 CH0092  USGS QUAD   -  LUKEVILLE (1988)
 CH0092
 CH0092                         *CURRENT SURVEY CONTROL
 CH0092  ___________________________________________________________________
 CH0092* NAD 83(1986)-  31 53 43.     (N)    112 51 27.     (W)     SCALED    
 CH0092* NAVD 88     -       415.73   (+/-2cm)    1363.9    (feet)  VERTCON   
 CH0092  ___________________________________________________________________
 CH0092  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 CH0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0092
 CH0092.The horizontal coordinates were scaled from a topographic map and have
 CH0092.an estimated accuracy of +/- 6 seconds.
 CH0092
 CH0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0092.The vertical order pertains to the NGVD 29 superseded value.
 CH0092
 CH0092.The geoid height was determined by GEOID03.
 CH0092
 CH0092;                    North         East    Units  Estimated Accuracy
 CH0092;SPC AZ C     -    99,640.      124,360.      MT  (+/- 180 meters Scaled)
 CH0092
 CH0092                          SUPERSEDED SURVEY CONTROL
 CH0092
 CH0092  NGVD 29 (??/??/92)  414.992  (m)         1361.52   (f) ADJ UNCH    2 0
 CH0092
 CH0092.Superseded values are not recommended for survey control.
 CH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0092.See file dsdata.txt to determine how the superseded data were derived.
 CH0092
 CH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA243303(NAD 83)
 CH0092_MARKER: DB = BENCH MARK DISK
 CH0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0092_STAMPING: G 308 1952
 CH0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0092+STABILITY: SURFACE MOTION
 CH0092
 CH0092  HISTORY     - Date     Condition        Report By
 CH0092  HISTORY     - 1952     MONUMENTED       CGS
 CH0092
 CH0092                          STATION DESCRIPTION
 CH0092
 CH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0092'4.35 MI NW FROM LUKEVILLE.
 CH0092'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0092'LUKEVILLE TO JUNCTION, THENCE 3.4 MILES WEST ALONG QUITOVOQUITO ROAD,
 CH0092'51 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.6 FEET SOUTH OF THE
 CH0092'WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT LEVEL
 CH0092'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0418 ***********************************************************************
 DA0418  DESIGNATION -  G 309
 DA0418  PID         -  DA0418
 DA0418  STATE/COUNTY-  AZ/PIMA
 DA0418  USGS QUAD   -  ARMENTA WELL (1990)
 DA0418
 DA0418                         *CURRENT SURVEY CONTROL
 DA0418  ___________________________________________________________________
 DA0418* NAD 83(1986)-  32 08 52.     (N)    112 48 31.     (W)     SCALED    
 DA0418* NAVD 88     -       511.05   (+/-2cm)    1676.7    (feet)  VERTCON   
 DA0418  ___________________________________________________________________
 DA0418  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DA0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0418
 DA0418.The horizontal coordinates were scaled from a topographic map and have
 DA0418.an estimated accuracy of +/- 6 seconds.
 DA0418
 DA0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0418.The vertical order pertains to the NGVD 29 superseded value.
 DA0418
 DA0418.The geoid height was determined by GEOID03.
 DA0418
 DA0418;                    North         East    Units  Estimated Accuracy
 DA0418;SPC AZ C     -   127,600.      129,220.      MT  (+/- 180 meters Scaled)
 DA0418
 DA0418                          SUPERSEDED SURVEY CONTROL
 DA0418
 DA0418  NGVD 29 (??/??/92)  510.332  (m)         1674.31   (f) ADJ UNCH    2 0
 DA0418
 DA0418.Superseded values are not recommended for survey control.
 DA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0418.See file dsdata.txt to determine how the superseded data were derived.
 DA0418
 DA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA294582(NAD 83)
 DA0418_MARKER: DB = BENCH MARK DISK
 DA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0418_STAMPING: G 309 1952
 DA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0418+STABILITY: SURFACE MOTION
 DA0418
 DA0418  HISTORY     - Date     Condition        Report By
 DA0418  HISTORY     - 1952     MONUMENTED       CGS
 DA0418
 DA0418                          STATION DESCRIPTION
 DA0418
 DA0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0418'22.8 MI S FROM AJO.
 DA0418'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0418'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0418'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG SONOYTA-AJO
 DA0418'HIGHWAY TO INTERSECTION, THENCE 2.7 MILES WEST ALONG TRACK ROAD, 41
 DA0418'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.3 FEET NORTH OF THE
 DA0418'WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT LEVEL
 DA0418'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0477 ***********************************************************************
 ES0477  DESIGNATION -  G 31
 ES0477  PID         -  ES0477
 ES0477  STATE/COUNTY-  AZ/YAVAPAI
 ES0477  USGS QUAD   -  CORNVILLE (1968)
 ES0477
 ES0477                         *CURRENT SURVEY CONTROL
 ES0477  ___________________________________________________________________
 ES0477* NAD 83(1986)-  34 43 17.     (N)    111 59 30.     (W)     SCALED    
 ES0477* NAVD 88     -       994.497  (meters)    3262.78   (feet)  POSTED    
 ES0477  ___________________________________________________________________
 ES0477  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 ES0477  DYNAMIC HT  -         993.260 (meters)    3258.72  (feet)  COMP
 ES0477  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 ES0477
 ES0477  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 ES0477
 ES0477.The horizontal coordinates were scaled from a topographic map and have
 ES0477.an estimated accuracy of +/- 6 seconds.
 ES0477
 ES0477.The orthometric height was determined by differential leveling
 ES0477.and adjusted in November 2005.
 ES0477.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 ES0477.rate of 4.1 thru 8.0 mm/km.
 ES0477
 ES0477.The geoid height was determined by GEOID03.
 ES0477
 ES0477.The dynamic height is computed by dividing the NAVD 88
 ES0477.geopotential number by the normal gravity value computed on the
 ES0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0477.degrees latitude (g = 980.6199 gals.).
 ES0477
 ES0477.The modeled gravity was interpolated from observed gravity values.
 ES0477
 ES0477;                    North         East    Units  Estimated Accuracy
 ES0477;SPC AZ C     -   412,670.      206,490.      MT  (+/- 180 meters Scaled)
 ES0477
 ES0477                          SUPERSEDED SURVEY CONTROL
 ES0477
 ES0477  NGVD 29 (??/??/92)  993.761  (m)         3260.36   (f) ADJ UNCH    1 2
 ES0477
 ES0477.Superseded values are not recommended for survey control.
 ES0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0477.See file dsdata.txt to determine how the superseded data were derived.
 ES0477
 ES0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD092425(NAD 83)
 ES0477_MARKER: DB = BENCH MARK DISK
 ES0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0477_SP_SET: ABUTMENT
 ES0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0477
 ES0477  HISTORY     - Date     Condition        Report By
 ES0477  HISTORY     - UNK      MONUMENTED       CGS
 ES0477  HISTORY     - 1933     GOOD             NGS
 ES0477  HISTORY     - 1973     MARK NOT FOUND   USGS
 ES0477  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0477
 ES0477                          STATION DESCRIPTION
 ES0477
 ES0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0477'3.6 MI SE FROM COTTONWOOD.
 ES0477'VERDE RIVER CONCRETE ARCH HIGHWAY BRIDGE AT BRIDGEPORT, WEST END OF
 ES0477'BRIDGE, NORTH SIDE OF HIGHWAY, ON TOP OF CONCRETE ABUTMENT.
 ES0477
 ES0477                          STATION RECOVERY (1973)
 ES0477
 ES0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ES0477'MARK NOT FOUND.
 ES0477
 ES0477                          STATION RECOVERY (1982)
 ES0477
 ES0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0477'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0021 ***********************************************************************
 GP0021  DESIGNATION -  G 31
 GP0021  PID         -  GP0021
 GP0021  STATE/COUNTY-  AZ/NAVAJO
 GP0021  USGS QUAD   -  KAYENTA EAST (1968)
 GP0021
 GP0021                         *CURRENT SURVEY CONTROL
 GP0021  ___________________________________________________________________
 GP0021* NAD 83(1986)-  36 42 27.     (N)    110 14 48.     (W)     SCALED    
 GP0021* NAVD 88     -      1744.185  (meters)    5722.38   (feet)  ADJUSTED  
 GP0021  ___________________________________________________________________
 GP0021  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GP0021  DYNAMIC HT  -        1742.074 (meters)    5715.45  (feet)  COMP
 GP0021  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 GP0021
 GP0021  VERT ORDER  -  FIRST     CLASS II
 GP0021
 GP0021.The horizontal coordinates were scaled from a topographic map and have
 GP0021.an estimated accuracy of +/- 6 seconds.
 GP0021
 GP0021.The orthometric height was determined by differential leveling
 GP0021.and adjusted in June 1991.
 GP0021
 GP0021.The geoid height was determined by GEOID03.
 GP0021
 GP0021.The dynamic height is computed by dividing the NAVD 88
 GP0021.geopotential number by the normal gravity value computed on the
 GP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0021.degrees latitude (g = 980.6199 gals.).
 GP0021
 GP0021.The modeled gravity was interpolated from observed gravity values.
 GP0021
 GP0021;                    North         East    Units  Estimated Accuracy
 GP0021;SPC AZ E     -   633,020.      206,210.      MT  (+/- 180 meters Scaled)
 GP0021
 GP0021                          SUPERSEDED SURVEY CONTROL
 GP0021
 GP0021  NGVD 29 (??/??/92) 1743.274  (m)         5719.39   (f) ADJ UNCH    1 2
 GP0021
 GP0021.Superseded values are not recommended for survey control.
 GP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0021.See file dsdata.txt to determine how the superseded data were derived.
 GP0021
 GP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF672626(NAD 83)
 GP0021_MARKER: DB = BENCH MARK DISK
 GP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0021_STAMPING: 5719.391 G 31 1933
 GP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0021+STABILITY: SURFACE MOTION
 GP0021
 GP0021  HISTORY     - Date     Condition        Report By
 GP0021  HISTORY     - 1933     MONUMENTED       CGS
 GP0021  HISTORY     - 1968     MARK NOT FOUND   NGS
 GP0021
 GP0021                          STATION DESCRIPTION
 GP0021
 GP0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GP0021'1.9 MI SE FROM KAYENTA.
 GP0021'1.9 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0021'OFFICE AT KAYENTA, NAVAJO COUNTY, AT THE JUNCTION OF A ROAD LEADING TO
 GP0021'SHIPROCK, 96 FEET SOUTH OF A SIDE ROAD LEADING EAST, AND 69 FEET
 GP0021'NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 GP0021'STAMPED 5719.391 G 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 GP0021'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- A SERVICE STATION, A TRAILER
 GP0021'PARK AND A NEW HIGHWAY JUNCTION HAS BEEN PUT IN AT THIS LOCATION AND
 GP0021'THE MARK WAS PROBABLY DESTROYED DURING THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1261 ***********************************************************************
 CZ1261  DESIGNATION -  G 310
 CZ1261  PID         -  CZ1261
 CZ1261  STATE/COUNTY-  AZ/PINAL
 CZ1261  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1261
 CZ1261                         *CURRENT SURVEY CONTROL
 CZ1261  ___________________________________________________________________
 CZ1261* NAD 83(1986)-  32 36 13.     (N)    111 51 41.     (W)     SCALED    
 CZ1261* NAVD 88     -       468.77   (+/-2cm)    1538.0    (feet)  VERTCON   
 CZ1261  ___________________________________________________________________
 CZ1261  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1261
 CZ1261.The horizontal coordinates were scaled from a topographic map and have
 CZ1261.an estimated accuracy of +/- 6 seconds.
 CZ1261
 CZ1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1261.The vertical order pertains to the NGVD 29 superseded value.
 CZ1261
 CZ1261.The geoid height was determined by GEOID03.
 CZ1261
 CZ1261;                    North         East    Units  Estimated Accuracy
 CZ1261;SPC AZ C     -   177,800.      218,550.      MT  (+/- 180 meters Scaled)
 CZ1261
 CZ1261                          SUPERSEDED SURVEY CONTROL
 CZ1261
 CZ1261  NGVD 29 (??/??/92)  468.190  (m)         1536.05   (f) ADJ UNCH    2 0
 CZ1261
 CZ1261.Superseded values are not recommended for survey control.
 CZ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1261.See file dsdata.txt to determine how the superseded data were derived.
 CZ1261
 CZ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB191076(NAD 83)
 CZ1261_MARKER: DB = BENCH MARK DISK
 CZ1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1261_STAMPING: G 310 1952
 CZ1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1261+STABILITY: SURFACE MOTION
 CZ1261
 CZ1261  HISTORY     - Date     Condition        Report By
 CZ1261  HISTORY     - 1952     MONUMENTED       CGS
 CZ1261  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1261
 CZ1261                          STATION DESCRIPTION
 CZ1261
 CZ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1261'2.1 MI E FROM JACKRABBIT.
 CZ1261'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1261'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 1.7 MILES EAST ALONG A
 CZ1261'TRACK ROAD, AT AN INDIAN VILLAGE, ON THE INSIDE OF A CURVE TO THE
 CZ1261'SOUTHEAST, IN LINE WITH THE WEST SIDE OF THE CONCRETE CHURCH BUILDING,
 CZ1261'185.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 40 FEET
 CZ1261'SOUTHWEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD AT THE
 CZ1261'CURVE, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1261'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ1261
 CZ1261                          STATION RECOVERY (1963)
 CZ1261
 CZ1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0927 ***********************************************************************
 CZ0927  DESIGNATION -  G 311
 CZ0927  PID         -  CZ0927
 CZ0927  STATE/COUNTY-  AZ/PIMA
 CZ0927  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0927
 CZ0927                         *CURRENT SURVEY CONTROL
 CZ0927  ___________________________________________________________________
 CZ0927* NAD 83(1986)-  32 18 29.     (N)    111 48 40.     (W)     SCALED    
 CZ0927* NAVD 88     -       584.10   (+/-2cm)    1916.3    (feet)  VERTCON   
 CZ0927  ___________________________________________________________________
 CZ0927  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 CZ0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0927
 CZ0927.The horizontal coordinates were scaled from a topographic map and have
 CZ0927.an estimated accuracy of +/- 6 seconds.
 CZ0927
 CZ0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0927.The vertical order pertains to the NGVD 29 superseded value.
 CZ0927
 CZ0927.The geoid height was determined by GEOID03.
 CZ0927
 CZ0927;                    North         East    Units  Estimated Accuracy
 CZ0927;SPC AZ C     -   145,030.      223,300.      MT  (+/- 180 meters Scaled)
 CZ0927
 CZ0927                          SUPERSEDED SURVEY CONTROL
 CZ0927
 CZ0927  NGVD 29 (??/??/92)  583.494  (m)         1914.35   (f) ADJ UNCH    2 0
 CZ0927
 CZ0927.Superseded values are not recommended for survey control.
 CZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0927.See file dsdata.txt to determine how the superseded data were derived.
 CZ0927
 CZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA236748(NAD 83)
 CZ0927_MARKER: DB = BENCH MARK DISK
 CZ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0927_STAMPING: G 311 1952
 CZ0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0927+STABILITY: SURFACE MOTION
 CZ0927
 CZ0927  HISTORY     - Date     Condition        Report By
 CZ0927  HISTORY     - 1952     MONUMENTED       CGS
 CZ0927
 CZ0927                          STATION DESCRIPTION
 CZ0927
 CZ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0927'13.75 MI E FROM SANTA ROSA.
 CZ0927'13.75 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0927'0.45 MILE NORTHEAST OF THE NORTHEAST CORNER OF A FENCE LINE, AT A
 CZ0927'WATER SOAKED BOTTOM LAND CLEARING SPOTTED WITH IRON WOOD TREES, ABOUT
 CZ0927'40 YARDS NORTHWEST OF A WASH, 18 FEET NORTH OF THE CENTER LINE OF AND
 CZ0927'ABOUT LEVEL WITH THE ROAD, 15 1/2 FEET SOUTHWEST OF AN IRON WOOD TREE,
 CZ0927'2.8 FEET EAST OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING
 CZ0927'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0840 ***********************************************************************
 ET0840  DESIGNATION -  G 312
 ET0840  PID         -  ET0840
 ET0840  STATE/COUNTY-  AZ/YAVAPAI
 ET0840  USGS QUAD   -  JOES HILL (1969)
 ET0840
 ET0840                         *CURRENT SURVEY CONTROL
 ET0840  ___________________________________________________________________
 ET0840* NAD 83(1986)-  34 13 59.     (N)    112 01 20.     (W)     SCALED    
 ET0840* NAVD 88     -      1148.30   (+/-2cm)    3767.4    (feet)  VERTCON   
 ET0840  ___________________________________________________________________
 ET0840  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 ET0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0840
 ET0840.The horizontal coordinates were scaled from a topographic map and have
 ET0840.an estimated accuracy of +/- 6 seconds.
 ET0840
 ET0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0840.The vertical order pertains to the NGVD 29 superseded value.
 ET0840
 ET0840.The geoid height was determined by GEOID03.
 ET0840
 ET0840;                    North         East    Units  Estimated Accuracy
 ET0840;SPC AZ C     -   358,510.      203,640.      MT  (+/- 180 meters Scaled)
 ET0840
 ET0840                          SUPERSEDED SURVEY CONTROL
 ET0840
 ET0840  NGVD 29 (??/??/92) 1147.63   (m)         3765.2    (f) COMPUTED    2 0
 ET0840
 ET0840.Superseded values are not recommended for survey control.
 ET0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0840.See file dsdata.txt to determine how the superseded data were derived.
 ET0840
 ET0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058884(NAD 83)
 ET0840_MARKER: DB = BENCH MARK DISK
 ET0840_SETTING: 66 = SET IN ROCK OUTCROP
 ET0840_SP_SET: SLOPING OUTCROP
 ET0840_STAMPING: G 312 1952
 ET0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0840+STABILITY: POSITION/ELEVATION WELL
 ET0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0840+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2007
 ET0840
 ET0840  HISTORY     - Date     Condition        Report By
 ET0840  HISTORY     - 1952     MONUMENTED       CGS
 ET0840  HISTORY     - 20071124 GOOD             GEOCAC
 ET0840
 ET0840                          STATION DESCRIPTION
 ET0840
 ET0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0840'13.0 MI SE FROM CORDES.
 ET0840'13.0 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0840'CORDES, 0.55 MILE EAST OF THE CROSSING OF A CATTLE GUARD AND A FENCE
 ET0840'LINE, ON TOP OF A SMALL ROCKY RISE, AT THE WEST END OF A LONG SADDLE
 ET0840'FORMED BY TWO LOW SUMMITS, IN THE SOUTHWEST EDGE OF A 4-FOOT BY 3-FOOT
 ET0840'SLOPING OUTCROP PROJECTING 1/2 FOOT ABOVE THE GROUND, 62 FEET NORTH OF
 ET0840'THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD.
 ET0840
 ET0840                          STATION RECOVERY (2007)
 ET0840
 ET0840'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ET0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0009 ***********************************************************************
 CG0009  DESIGNATION -  G 313
 CG0009  PID         -  CG0009
 CG0009  STATE/COUNTY-  AZ/COCHISE
 CG0009  USGS QUAD   -  MESCAL (1983)
 CG0009
 CG0009                         *CURRENT SURVEY CONTROL
 CG0009  ___________________________________________________________________
 CG0009* NAD 83(1986)-  31 59 33.     (N)    110 24 24.     (W)     SCALED    
 CG0009* NAVD 88     -      1206.95   (+/-2cm)    3959.8    (feet)  VERTCON   
 CG0009  ___________________________________________________________________
 CG0009  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0009
 CG0009.The horizontal coordinates were scaled from a topographic map and have
 CG0009.an estimated accuracy of +/- 6 seconds.
 CG0009
 CG0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0009.The vertical order pertains to the NGVD 29 superseded value.
 CG0009
 CG0009.The geoid height was determined by GEOID03.
 CG0009
 CG0009;                    North         East    Units  Estimated Accuracy
 CG0009;SPC AZ E     -   110,060.      190,680.      MT  (+/- 180 meters Scaled)
 CG0009
 CG0009                          SUPERSEDED SURVEY CONTROL
 CG0009
 CG0009  NGVD 29 (??/??/92) 1206.137  (m)         3957.13   (f) ADJ UNCH    1 2
 CG0009
 CG0009.Superseded values are not recommended for survey control.
 CG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0009.See file dsdata.txt to determine how the superseded data were derived.
 CG0009
 CG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA560397(NAD 83)
 CG0009_MARKER: DB = BENCH MARK DISK
 CG0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0009_SP_SET: BRIDGE
 CG0009_STAMPING: G 313 1952
 CG0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0009
 CG0009  HISTORY     - Date     Condition        Report By
 CG0009  HISTORY     - 1952     MONUMENTED       CGS
 CG0009
 CG0009                          STATION DESCRIPTION
 CG0009
 CG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0009'1.7 MI E FROM MESCAL.
 CG0009'1.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0009'MESCAL, 0.4 MILE EAST OF A ROAD CROSSING, 0.3 MILE EAST OF MILEPOLE
 CG0009'1025, 0.1 MILE WEST OF BLOCK SIGNAL 10255, AT A SMALL BRIDGE, SET IN
 CG0009'TOP OF THE CENTER OF THE NORTH CONCRETE BULKHEAD OF THE EAST ABUTMENT,
 CG0009'6.3 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0269 ***********************************************************************
 ET0269  DESIGNATION -  G 314
 ET0269  PID         -  ET0269
 ET0269  STATE/COUNTY-  AZ/YAVAPAI
 ET0269  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0269
 ET0269                         *CURRENT SURVEY CONTROL
 ET0269  ___________________________________________________________________
 ET0269* NAD 83(1986)-  34 04 02.     (N)    112 07 32.     (W)     SCALED    
 ET0269* NAVD 88     -       646.60   (+/-2cm)    2121.4    (feet)  VERTCON   
 ET0269  ___________________________________________________________________
 ET0269  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 ET0269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0269
 ET0269.The horizontal coordinates were scaled from a topographic map and have
 ET0269.an estimated accuracy of +/- 6 seconds.
 ET0269
 ET0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0269.The vertical order pertains to the NGVD 29 superseded value.
 ET0269
 ET0269.The geoid height was determined by GEOID03.
 ET0269
 ET0269;                    North         East    Units  Estimated Accuracy
 ET0269;SPC AZ C     -   340,130.      194,080.      MT  (+/- 180 meters Scaled)
 ET0269
 ET0269                          SUPERSEDED SURVEY CONTROL
 ET0269
 ET0269  NGVD 29 (??/??/92)  645.972  (m)         2119.33   (f) ADJ UNCH    2 0
 ET0269
 ET0269.Superseded values are not recommended for survey control.
 ET0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0269.See file dsdata.txt to determine how the superseded data were derived.
 ET0269
 ET0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961701(NAD 83)
 ET0269_MARKER: DB = BENCH MARK DISK
 ET0269_SETTING: 80 = SET IN A BOULDER
 ET0269_SP_SET: BOULDER
 ET0269_STAMPING: G 314 1952
 ET0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0269+STABILITY: SURFACE MOTION
 ET0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0269+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2008
 ET0269
 ET0269  HISTORY     - Date     Condition        Report By
 ET0269  HISTORY     - 1952     MONUMENTED       CGS
 ET0269  HISTORY     - 20080727 GOOD             GEOCAC
 ET0269
 ET0269                          STATION DESCRIPTION
 ET0269
 ET0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0269'2.5 MI NE FROM ROCK SPRINGS.
 ET0269'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0269'STORE AT ROCK SPRINGS, THENCE 1.5 MILES NORTHEAST ALONG THE SQUAW
 ET0269'CREEK ROAD, ABOUT 90 YARDS SOUTHWEST OF A WASH CROSSING, AT A CURVE,
 ET0269'AT THE Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, ON TOP OF A
 ET0269'GRADE, IN TOP OF A 4-FOOT BY 3-FOOT BOULDER PROJECTING 1 FOOT ABOVE
 ET0269'THE GROUND, 66 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 2 FEET
 ET0269'HIGHER THAN THE MAIN ROAD AT THE JUNCTION, 12 FEET WEST OF THE CENTER
 ET0269'LINE OF THE TRACK ROAD, AND 0.9 FOOT NORTH OF THE SOUTH END OF THE
 ET0269'BOULDER.
 ET0269
 ET0269                          STATION RECOVERY (2008)
 ET0269
 ET0269'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0269'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ET0269'34 04.027 W 112
 ET0269'07.544.  MARK IS ON SOUTH SIDE OF WHAT IS NOW KNOWN AS LANDFILL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0015 ***********************************************************************
 CG0015  DESIGNATION -  G 315
 CG0015  PID         -  CG0015
 CG0015  STATE/COUNTY-  AZ/COCHISE
 CG0015  USGS QUAD   -  BENSON (1983)
 CG0015
 CG0015                         *CURRENT SURVEY CONTROL
 CG0015  ___________________________________________________________________
 CG0015* NAD 83(1986)-  31 58 36.     (N)    110 19 09.     (W)     SCALED    
 CG0015* NAVD 88     -      1123.29   (+/-2cm)    3685.3    (feet)  VERTCON   
 CG0015  ___________________________________________________________________
 CG0015  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0015  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0015
 CG0015.The horizontal coordinates were scaled from a topographic map and have
 CG0015.an estimated accuracy of +/- 6 seconds.
 CG0015
 CG0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0015.The vertical order pertains to the NGVD 29 superseded value.
 CG0015
 CG0015.The geoid height was determined by GEOID03.
 CG0015
 CG0015;                    North         East    Units  Estimated Accuracy
 CG0015;SPC AZ E     -   108,290.      198,950.      MT  (+/- 180 meters Scaled)
 CG0015
 CG0015                          SUPERSEDED SURVEY CONTROL
 CG0015
 CG0015  NGVD 29 (??/??/92) 1122.507  (m)         3682.76   (f) ADJ UNCH    1 2
 CG0015
 CG0015.Superseded values are not recommended for survey control.
 CG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0015.See file dsdata.txt to determine how the superseded data were derived.
 CG0015
 CG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA643380(NAD 83)
 CG0015_MARKER: DB = BENCH MARK DISK
 CG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0015_STAMPING: G 315 1952
 CG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0015+STABILITY: SURFACE MOTION
 CG0015
 CG0015  HISTORY     - Date     Condition        Report By
 CG0015  HISTORY     - 1952     MONUMENTED       CGS
 CG0015
 CG0015                          STATION DESCRIPTION
 CG0015
 CG0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0015'1.6 MI NW FROM BENSON.
 CG0015'1.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, FROM
 CG0015'THE STATION AT BENSON, SOUTH AND ACROSS THE TRACKS FROM THE THIRD
 CG0015'POWER LINE POLE EAST OF MILEPOLE 1031, 126 FEET SOUTHEAST OF THE
 CG0015'SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE, 104 FEET
 CG0015'SOUTH OF THE SOUTH RAIL, 100 FEET SOUTH OF SIGNAL NUMBER 1031.2, 37
 CG0015'FEET EAST OF A SHARP TURN IN THE FENCE LINE, 3.2 FEET SOUTH OF A
 CG0015'FENCE, 2.8 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 CG0015'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0308 ***********************************************************************
 ET0308  DESIGNATION -  G 316
 ET0308  PID         -  ET0308
 ET0308  STATE/COUNTY-  AZ/YAVAPAI
 ET0308  USGS QUAD   -  MAYER (1974)
 ET0308
 ET0308                         *CURRENT SURVEY CONTROL
 ET0308  ___________________________________________________________________
 ET0308* NAD 83(1986)-  34 23 00.     (N)    112 07 38.     (W)     SCALED    
 ET0308* NAVD 88     -      1140.75   (+/-2cm)    3742.6    (feet)  VERTCON   
 ET0308  ___________________________________________________________________
 ET0308  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 ET0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0308
 ET0308.The horizontal coordinates were scaled from a topographic map and have
 ET0308.an estimated accuracy of +/- 6 seconds.
 ET0308
 ET0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0308.The vertical order pertains to the NGVD 29 superseded value.
 ET0308
 ET0308.The geoid height was determined by GEOID03.
 ET0308
 ET0308;                    North         East    Units  Estimated Accuracy
 ET0308;SPC AZ C     -   375,190.      194,000.      MT  (+/- 180 meters Scaled)
 ET0308
 ET0308                          SUPERSEDED SURVEY CONTROL
 ET0308
 ET0308  NGVD 29 (??/??/92) 1140.042  (m)         3740.29   (f) ADJ UNCH    2 0
 ET0308
 ET0308.Superseded values are not recommended for survey control.
 ET0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0308.See file dsdata.txt to determine how the superseded data were derived.
 ET0308
 ET0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD963052(NAD 83)
 ET0308_MARKER: DB = BENCH MARK DISK
 ET0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0308_STAMPING: G 316 1952
 ET0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0308+STABILITY: SURFACE MOTION
 ET0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0308+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0308
 ET0308  HISTORY     - Date     Condition        Report By
 ET0308  HISTORY     - 1952     MONUMENTED       CGS
 ET0308  HISTORY     - 20040808 GOOD             USPSQD
 ET0308  HISTORY     - 20080613 GOOD             GEOCAC
 ET0308
 ET0308                          STATION DESCRIPTION
 ET0308
 ET0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0308'8.4 MI SE FROM MAYER.
 ET0308'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0308'MAYER, THENCE 6.6 MILES EAST ALONG A GRADED COUNTY ROAD, AT A JUNCTION
 ET0308'OF A ROAD LEADING NORTHWEST TO K BAR RANCH, 117 YARDS NORTHEAST OF THE
 ET0308'NORTHEAST BANK OF THE AGUA FRIA RIVER, 60 FEET NORTHEAST OF THE CENTER
 ET0308'LINE OF THE ROAD JUNCTION, 39 FEET EAST OF THE CENTER LINE OF THE
 ET0308'ROAD, 3.5 FEET SOUTH OF A WITNESS POST, 1.0 FOOT LOWER THAN THE ROAD,
 ET0308'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ET0308'GROUND.
 ET0308
 ET0308                          STATION RECOVERY (2004)
 ET0308
 ET0308'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0308'MARK LOCATED IN GOOD SHAPE.  RANCH IS NOW NAMED HALLE RANCH.
 ET0308
 ET0308                          STATION RECOVERY (2008)
 ET0308
 ET0308'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0308'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0308'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS OLD SYCAMORE ROAD, AND
 ET0308'THE WITNESS POST WAS NOT FOUND. HANDHELD COORDINATES
 ET0308'34 23 01.3 (N)   112 07 38.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0100 ***********************************************************************
 CZ0100  DESIGNATION -  G 317
 CZ0100  PID         -  CZ0100
 CZ0100  STATE/COUNTY-  AZ/PIMA
 CZ0100  USGS QUAD   -  VAIL (1981)
 CZ0100
 CZ0100                         *CURRENT SURVEY CONTROL
 CZ0100  ___________________________________________________________________
 CZ0100* NAD 83(1986)-  32 02 58.     (N)    110 42 52.     (W)     SCALED    
 CZ0100* NAVD 88     -       983.72   (+/-2cm)    3227.4    (feet)  VERTCON   
 CZ0100  ___________________________________________________________________
 CZ0100  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CZ0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0100
 CZ0100.The horizontal coordinates were scaled from a topographic map and have
 CZ0100.an estimated accuracy of +/- 6 seconds.
 CZ0100
 CZ0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0100.The vertical order pertains to the NGVD 29 superseded value.
 CZ0100
 CZ0100.The geoid height was determined by GEOID03.
 CZ0100
 CZ0100;                    North         East    Units  Estimated Accuracy
 CZ0100;SPC AZ C     -   116,980.      326,890.      MT  (+/- 180 meters Scaled)
 CZ0100
 CZ0100                          SUPERSEDED SURVEY CONTROL
 CZ0100
 CZ0100  NGVD 29 (??/??/92)  982.998  (m)         3225.05   (f) ADJ UNCH    1 2
 CZ0100
 CZ0100.Superseded values are not recommended for survey control.
 CZ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0100.See file dsdata.txt to determine how the superseded data were derived.
 CZ0100
 CZ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA269459(NAD 83)
 CZ0100_MARKER: DB = BENCH MARK DISK
 CZ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0100_STAMPING: G 317 1952
 CZ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0100+STABILITY: SURFACE MOTION
 CZ0100
 CZ0100  HISTORY     - Date     Condition        Report By
 CZ0100  HISTORY     - 1952     MONUMENTED       CGS
 CZ0100  HISTORY     - 1960     GOOD             NGS
 CZ0100
 CZ0100                          STATION DESCRIPTION
 CZ0100
 CZ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0100'0.2 MI NW FROM VAIL.
 CZ0100'0.2 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0100'RAILROAD STATION AT VAIL, DIRECTLY IN LINE WITH A TELEGRAPH LINE, 160
 CZ0100'1/2 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILE POLE 1003, 92
 CZ0100'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.7 FEET SOUTHEAST OF THE
 CZ0100'TELEGRAPH POLE NUMBER 10275, 2.4 FEET NORTHWEST OF THE WITNESS POST,
 CZ0100'AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT AND ABOUT 1 FOOT LOWER
 CZ0100'THAN THE TRACK.
 CZ0100
 CZ0100                          STATION RECOVERY (1960)
 CZ0100
 CZ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0877 ***********************************************************************
 CZ0877  DESIGNATION -  G 318
 CZ0877  PID         -  CZ0877
 CZ0877  STATE/COUNTY-  AZ/PIMA
 CZ0877  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0877
 CZ0877                         *CURRENT SURVEY CONTROL
 CZ0877  ___________________________________________________________________
 CZ0877* NAD 83(1986)-  32 29 40.     (N)    111 48 21.     (W)     SCALED    
 CZ0877* NAVD 88     -       504.77   (+/-2cm)    1656.1    (feet)  VERTCON   
 CZ0877  ___________________________________________________________________
 CZ0877  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0877
 CZ0877.The horizontal coordinates were scaled from a topographic map and have
 CZ0877.an estimated accuracy of +/- 6 seconds.
 CZ0877
 CZ0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0877.The vertical order pertains to the NGVD 29 superseded value.
 CZ0877
 CZ0877.The geoid height was determined by GEOID03.
 CZ0877
 CZ0877;                    North         East    Units  Estimated Accuracy
 CZ0877;SPC AZ C     -   165,700.      223,780.      MT  (+/- 180 meters Scaled)
 CZ0877
 CZ0877                          SUPERSEDED SURVEY CONTROL
 CZ0877
 CZ0877  NGVD 29 (??/??/92)  504.214  (m)         1654.24   (f) ADJ UNCH    2 0
 CZ0877
 CZ0877.Superseded values are not recommended for survey control.
 CZ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0877.See file dsdata.txt to determine how the superseded data were derived.
 CZ0877
 CZ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA242955(NAD 83)
 CZ0877_MARKER: DB = BENCH MARK DISK
 CZ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0877_STAMPING: G 318 1952
 CZ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0877+STABILITY: SURFACE MOTION
 CZ0877
 CZ0877  HISTORY     - Date     Condition        Report By
 CZ0877  HISTORY     - 1952     MONUMENTED       CGS
 CZ0877
 CZ0877                          STATION DESCRIPTION
 CZ0877
 CZ0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0877'12.15 MI E FROM KOMELIH.
 CZ0877'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0877'THENCE 6.6 MILES EAST ALONG A DIM TRACK ROAD, 0.95 MILE WEST OF A
 CZ0877'NORTH-SOUTH FENCE LINE, ABOUT 10.5 MILES SOUTHEAST OF JACKRABBIT,
 CZ0877'THENCE 0.9 MILE WEST ALONG A TRACK ROAD LEADING TO KOMELIH, ABOUT 80
 CZ0877'YARDS NORTH OF THE NORTH EDGE OF A MESQUITE THICKET, AT A WATER SOAKED
 CZ0877'BOTTOM LAND, 19 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ0877'THE ROAD, 2.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ0877'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0055 ***********************************************************************
 DA0055  DESIGNATION -  G 319
 DA0055  PID         -  DA0055
 DA0055  STATE/COUNTY-  AZ/MARICOPA
 DA0055  USGS QUAD   -  JOHNSON WELL (1986)
 DA0055
 DA0055                         *CURRENT SURVEY CONTROL
 DA0055  ___________________________________________________________________
 DA0055* NAD 83(1986)-  32 42 20.     (N)    112 19 01.     (W)     SCALED    
 DA0055* NAVD 88     -       699.20   (+/-2cm)    2294.0    (feet)  VERTCON   
 DA0055  ___________________________________________________________________
 DA0055  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0055
 DA0055.The horizontal coordinates were scaled from a topographic map and have
 DA0055.an estimated accuracy of +/- 6 seconds.
 DA0055
 DA0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0055.The vertical order pertains to the NGVD 29 superseded value.
 DA0055
 DA0055.The geoid height was determined by GEOID03.
 DA0055
 DA0055;                    North         East    Units  Estimated Accuracy
 DA0055;SPC AZ C     -   189,170.      175,830.      MT  (+/- 180 meters Scaled)
 DA0055
 DA0055                          SUPERSEDED SURVEY CONTROL
 DA0055
 DA0055  NGVD 29 (??/??/92)  698.504  (m)         2291.68   (f) ADJ UNCH    2 0
 DA0055
 DA0055.Superseded values are not recommended for survey control.
 DA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0055.See file dsdata.txt to determine how the superseded data were derived.
 DA0055
 DA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB765194(NAD 83)
 DA0055_MARKER: DB = BENCH MARK DISK
 DA0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0055_STAMPING: G 319 1952
 DA0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0055+STABILITY: SURFACE MOTION
 DA0055
 DA0055  HISTORY     - Date     Condition        Report By
 DA0055  HISTORY     - 1952     MONUMENTED       CGS
 DA0055  HISTORY     - 1980     GOOD             USGS
 DA0055
 DA0055                          STATION DESCRIPTION
 DA0055
 DA0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0055'2.8 MI SE FROM STOUTS WELL.
 DA0055'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 1.4
 DA0055'MILES SOUTHEAST ALONG A TRACK ROAD ON THE TOP OF A LONG LOW RIDGE, AT
 DA0055'A SLIGHT DOWNGRADE GOING EAST, 22 1/2 FEET NORTH OF THE CENTER LINE OF
 DA0055'THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0055'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT
 DA0055'HIGHER THAN THE ROAD.
 DA0055
 DA0055                          STATION RECOVERY (1980)
 DA0055
 DA0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0055'THE MARK IS 0.3 MI NE. ALONG A GRADED RAD ROAD FROM JOHNSON WELL,
 DA0055'THENCE 3.2 MI SE. ALONG A GRADED ROAD TO A TRACK ROAD NE., THENCE
 DA0055'0.25 NE. ALONG TRACK ROAD TO THE CREST OF A RIDGE, THENCE 1.0 MI NW.
 DA0055'ALONG TOP OF RIDGE, 0.3 MI SW. OF A SHARP VOLCANIC HILL, ON RIDGE
 DA0055'TOP, 50 FT SE. OF THE SOUTH TIP OF A STRING OF IRONWOOD TREES, 2.4 FT
 DA0055'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0055'0.5 FT, A BRONZE DISK STAMPED "G 319 1953".
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0245 ***********************************************************************
 FQ0245  DESIGNATION -  G 32
 FQ0245  PID         -  FQ0245
 FQ0245  STATE/COUNTY-  AZ/COCONINO
 FQ0245  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0245
 FQ0245                         *CURRENT SURVEY CONTROL
 FQ0245  ___________________________________________________________________
 FQ0245* NAD 83(1986)-  35 05 35.     (N)    111 40 43.     (W)     SCALED    
 FQ0245* NAVD 88     -      2057.860  (meters)    6751.50   (feet)  ADJUSTED  
 FQ0245  ___________________________________________________________________
 FQ0245  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FQ0245  DYNAMIC HT  -        2054.941 (meters)    6741.92  (feet)  COMP
 FQ0245  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 FQ0245
 FQ0245  VERT ORDER  -  FIRST     CLASS II
 FQ0245
 FQ0245.The horizontal coordinates were scaled from a topographic map and have
 FQ0245.an estimated accuracy of +/- 6 seconds.
 FQ0245
 FQ0245.The orthometric height was determined by differential leveling
 FQ0245.and adjusted in June 1991.
 FQ0245
 FQ0245.The geoid height was determined by GEOID03.
 FQ0245
 FQ0245.The dynamic height is computed by dividing the NAVD 88
 FQ0245.geopotential number by the normal gravity value computed on the
 FQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0245.degrees latitude (g = 980.6199 gals.).
 FQ0245
 FQ0245.The modeled gravity was interpolated from observed gravity values.
 FQ0245
 FQ0245;                    North         East    Units  Estimated Accuracy
 FQ0245;SPC AZ C     -   453,920.      235,070.      MT  (+/- 180 meters Scaled)
 FQ0245
 FQ0245                          SUPERSEDED SURVEY CONTROL
 FQ0245
 FQ0245  NGVD 29 (??/??/92) 2056.854  (m)         6748.20   (f) ADJ UNCH    1 2
 FQ0245
 FQ0245.Superseded values are not recommended for survey control.
 FQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0245.See file dsdata.txt to determine how the superseded data were derived.
 FQ0245
 FQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD381835(NAD 83)
 FQ0245_MARKER: DB = BENCH MARK DISK
 FQ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0245_STAMPING: 6748.195 G 32 1933
 FQ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0245+STABILITY: SURFACE MOTION
 FQ0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0245+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FQ0245
 FQ0245  HISTORY     - Date     Condition        Report By
 FQ0245  HISTORY     - 1933     MONUMENTED       CGS
 FQ0245  HISTORY     - 1960     GOOD             NGS
 FQ0245  HISTORY     - 20040410 GOOD             USPSQD
 FQ0245  HISTORY     - 20050507 GOOD             USPSQD
 FQ0245  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 FQ0245
 FQ0245                          STATION DESCRIPTION
 FQ0245
 FQ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FQ0245'6.5 MI S FROM FLAGSTAFF.
 FQ0245'FLAGSTAFF, 0.8 MILE WEST ON U.S. HWY. 66 AND 89 FROM SANTA FE RR
 FQ0245'STATION TO JCT. WITH U.S. HWY. 89A. THENCE SOUTH ON U.S. HWY 89A 4.9
 FQ0245'MILES TO A GRAVEL ROAD EAST. THENCE EAST ALONG THE GRAVEL ROAD 3.1
 FQ0245'MILES.  AT ENTRANCE TO MOUNTAINAIRE. 18 FEET SOUTH AND 78 FEET EAST OF
 FQ0245'T-ROAD EAST, 1 FOOT NORTHWEST OF A WITNESS POST, IN A CONCRETE POST
 FQ0245'PROJECTING 4 INCHES, A STANDARD TABLET.  NOTE-- THE MARK IS 20 FEET
 FQ0245'SOUTH OF THE CENTERLINE OF A T-ROAD LEADING EAST TO MOUNTAIN AIRE
 FQ0245'ESTATES.
 FQ0245
 FQ0245                          STATION RECOVERY (2004)
 FQ0245
 FQ0245'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 FQ0245'RECOVERED AS DESCRIBED.
 FQ0245
 FQ0245                          STATION RECOVERY (2005)
 FQ0245
 FQ0245'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 FQ0245'RECOVERED AS DESCRIBED.
 FQ0245
 FQ0245                          STATION RECOVERY (2006)
 FQ0245
 FQ0245'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 FQ0245'MARK NOT FOUND.  WE DID FIND A COUNTY MARKER TCP 8 CLOSE TO WHERE THE
 FQ0245'6748.195 G 32 WAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0115 ***********************************************************************
 GO0115  DESIGNATION -  G 32
 GO0115  PID         -  GO0115
 GO0115  STATE/COUNTY-  AZ/APACHE
 GO0115  USGS QUAD   -  ROUGH ROCK (1968)
 GO0115
 GO0115                         *CURRENT SURVEY CONTROL
 GO0115  ___________________________________________________________________
 GO0115* NAD 83(1986)-  36 25 40.     (N)    109 49 14.     (W)     SCALED    
 GO0115* NAVD 88     -      1868.130  (meters)    6129.02   (feet)  ADJUSTED  
 GO0115  ___________________________________________________________________
 GO0115  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GO0115  DYNAMIC HT  -        1865.730 (meters)    6121.15  (feet)  COMP
 GO0115  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 GO0115
 GO0115  VERT ORDER  -  FIRST     CLASS II
 GO0115
 GO0115.The horizontal coordinates were scaled from a topographic map and have
 GO0115.an estimated accuracy of +/- 6 seconds.
 GO0115
 GO0115.The orthometric height was determined by differential leveling
 GO0115.and adjusted in June 1991.
 GO0115
 GO0115.The geoid height was determined by GEOID03.
 GO0115
 GO0115.The dynamic height is computed by dividing the NAVD 88
 GO0115.geopotential number by the normal gravity value computed on the
 GO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0115.degrees latitude (g = 980.6199 gals.).
 GO0115
 GO0115.The modeled gravity was interpolated from observed gravity values.
 GO0115
 GO0115;                    North         East    Units  Estimated Accuracy
 GO0115;SPC AZ E     -   602,030.      244,390.      MT  (+/- 180 meters Scaled)
 GO0115
 GO0115                          SUPERSEDED SURVEY CONTROL
 GO0115
 GO0115  NGVD 29 (??/??/92) 1867.157  (m)         6125.83   (f) ADJ UNCH    1 2
 GO0115
 GO0115.Superseded values are not recommended for survey control.
 GO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0115.See file dsdata.txt to determine how the superseded data were derived.
 GO0115
 GO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF057320(NAD 83)
 GO0115_MARKER: DB = BENCH MARK DISK
 GO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0115_STAMPING: 6125.831 G 32 1933
 GO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0115+STABILITY: SURFACE MOTION
 GO0115
 GO0115  HISTORY     - Date     Condition        Report By
 GO0115  HISTORY     - 1933     MONUMENTED       CGS
 GO0115  HISTORY     - 1970     GOOD             USGS
 GO0115
 GO0115                          STATION DESCRIPTION
 GO0115
 GO0115'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GO0115'31.0 MI NW FROM CHIN LEE.
 GO0115'31.0 MILES NORTHWEST ALONG THE ROAD LEADING TO KAYENTA FROM THE POST
 GO0115'OFFICE AT CHIN LEE APPROXIMATELY 31 MILES NORTHWEST OF CHINLE,
 GO0115'ARIZONA.  FROM ROUGH ROCK TRADING POST 2.2 MILES EAST ALONG MAIN ROAD
 GO0115'TO MANY FARMS TO INTERSECTION, THENCE 1.3 MILES NORTHEAST TO
 GO0115'CROSSROAD, 515 FEET SOUTHEAST OF CROSS ROAD, 75 FEET WEST OF BREAK OF
 GO0115'HILL, 39 FEET SOUTH OF OLD ROAD SCAR.  A STANDARD DISK STAMPED
 GO0115'6125.831 G 32 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GO0115'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0568 ***********************************************************************
 DA0568  DESIGNATION -  G 320
 DA0568  PID         -  DA0568
 DA0568  STATE/COUNTY-  AZ/MARICOPA
 DA0568  USGS QUAD   -  THEBA (1973)
 DA0568
 DA0568                         *CURRENT SURVEY CONTROL
 DA0568  ___________________________________________________________________
 DA0568* NAD 83(1986)-  32 54 46.     (N)    112 56 31.     (W)     SCALED    
 DA0568* NAVD 88     -       219.700  (meters)     720.80   (feet)  ADJUSTED  
 DA0568  ___________________________________________________________________
 DA0568  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA0568  DYNAMIC HT  -         219.446 (meters)     719.97  (feet)  COMP
 DA0568  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DA0568
 DA0568  VERT ORDER  -  FIRST     CLASS II
 DA0568
 DA0568.The horizontal coordinates were scaled from a topographic map and have
 DA0568.an estimated accuracy of +/- 6 seconds.
 DA0568
 DA0568.The orthometric height was determined by differential leveling
 DA0568.and adjusted in June 1991.
 DA0568
 DA0568.The geoid height was determined by GEOID03.
 DA0568
 DA0568.The dynamic height is computed by dividing the NAVD 88
 DA0568.geopotential number by the normal gravity value computed on the
 DA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0568.degrees latitude (g = 980.6199 gals.).
 DA0568
 DA0568.The modeled gravity was interpolated from observed gravity values.
 DA0568
 DA0568;                    North         East    Units  Estimated Accuracy
 DA0568;SPC AZ C     -   212,550.      117,460.      MT  (+/- 180 meters Scaled)
 DA0568
 DA0568                          SUPERSEDED SURVEY CONTROL
 DA0568
 DA0568.No superseded survey control is available for this station.
 DA0568
 DA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB183432(NAD 83)
 DA0568_MARKER: DB = BENCH MARK DISK
 DA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0568_STAMPING: G 320 1952
 DA0568_MARK LOGO: CGS   
 DA0568_PROJECTION: PROJECTING 3 CENTIMETERS
 DA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0568+STABILITY: SURFACE MOTION
 DA0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0568+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0568
 DA0568  HISTORY     - Date     Condition        Report By
 DA0568  HISTORY     - 1952     MONUMENTED       CGS
 DA0568  HISTORY     - 1960     GOOD             NGS
 DA0568  HISTORY     - 1980     GOOD             NGS
 DA0568  HISTORY     - 1980     GOOD             NGS
 DA0568  HISTORY     - 1980     GOOD             NGS
 DA0568  HISTORY     - 20060219 GOOD             USPSQD
 DA0568  HISTORY     - 20070626 GOOD             GEOCAC
 DA0568
 DA0568                          STATION DESCRIPTION
 DA0568
 DA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0568'13.4 MI W FROM GILA BEND.
 DA0568'13.4 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0568'WATER TANK AT GILA BEND, 218.6 FEET WEST OF A ROAD CROSSING, 108 FEET
 DA0568'SOUTH OF THE CENTER LINE OF UNITED STATES HIGHWAY 80, 59.2 FEET SOUTH
 DA0568'OF A FENCE, 38.5 FEET NORTH OF THE NORTH RAIL, 2.4 FEET EAST OF A
 DA0568'TELEPHONE POLE, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 DA0568'LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 DA0568'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0568
 DA0568                          STATION RECOVERY (1960)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0568'RECOVERED IN GOOD CONDITION.
 DA0568
 DA0568                          STATION RECOVERY (1980)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0568'21.6 KM (13.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0568'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0568'RAILROAD MILEPOLE 842, 11.7 METERS (38.5 FT) NORTHWEST OF THE
 DA0568'NORTHWEST RAIL, 106.7 METERS (350 FT) NORTHEAST OF RAILROAD SEMAPHORE
 DA0568'NUMBER 8423, 32.9 METERS (108 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0568'FRONTAGE ROAD (OLD U.S. HIGHWAY 80) 1.5 METERS (5.0 FT) SOUTHEAST OF
 DA0568'TRIANGULATION STATION BM G 320.
 DA0568'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 DA0568'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0568
 DA0568                          STATION RECOVERY (1980)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0568'21.6 KM (13.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0568'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA0568'RAILROAD MILEPOLE 842, 11.7 METERS (38.5 FT) NORTHWEST OF THE
 DA0568'NORTHWEST RAIL, 106.7 METERS (350 FT) NORTHEAST OF RAILROAD SEMAPHORE
 DA0568'NUMBER 8423, 32.9 METERS (108 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0568'FRONTAGE ROAD (OLD U.S. HIGHWAY 80) 1.5 METERS (5.0 FT) SOUTHEAST OF
 DA0568'TRIANGULATION STATION BM G 320.
 DA0568'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 DA0568'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0568
 DA0568                          STATION RECOVERY (1980)
 DA0568
 DA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0568'RECOVERED IN GOOD CONDITION.
 DA0568
 DA0568                          STATION RECOVERY (2006)
 DA0568
 DA0568'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0568'RECOVERED AS DESCRIBED.
 DA0568
 DA0568                          STATION RECOVERY (2007)
 DA0568
 DA0568'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1171 ***********************************************************************
 DA1171  DESIGNATION -  G 320
 DA1171  PID         -  DA1171
 DA1171  STATE/COUNTY-  AZ/MARICOPA
 DA1171  USGS QUAD   -  THEBA (1973)
 DA1171
 DA1171                         *CURRENT SURVEY CONTROL
 DA1171  ___________________________________________________________________
 DA1171* NAD 83(1992)-  32 54 47.04510(N)    112 56 30.79168(W)     ADJUSTED  
 DA1171* NAVD 88     -       219.699  (meters)     720.80   (feet)  ADJUSTED  
 DA1171  ___________________________________________________________________
 DA1171  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DA1171  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA1171  DYNAMIC HT  -         219.445 (meters)     719.96  (feet)  COMP
 DA1171  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DA1171
 DA1171  HORZ ORDER  -  SECOND
 DA1171  VERT ORDER  -  FIRST     CLASS II
 DA1171
 DA1171.The horizontal coordinates were established by classical geodetic methods
 DA1171.and adjusted by the National Geodetic Survey in August 1993.
 DA1171
 DA1171.The orthometric height was determined by differential leveling
 DA1171.and adjusted in June 1991.
 DA1171
 DA1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1171
 DA1171.The geoid height was determined by GEOID03.
 DA1171
 DA1171.The dynamic height is computed by dividing the NAVD 88
 DA1171.geopotential number by the normal gravity value computed on the
 DA1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1171.degrees latitude (g = 980.6199 gals.).
 DA1171
 DA1171.The modeled gravity was interpolated from observed gravity values.
 DA1171
 DA1171;                    North         East     Units Scale Factor Converg.
 DA1171;SPC AZ C     -   212,577.653   117,463.534   MT  1.00001335   -0 33 25.6
 DA1171;SPC AZ C     -   697,433.24    385,379.05   iFT  1.00001335   -0 33 25.6
 DA1171;UTM  12      - 3,643,322.240   318,405.011   MT  1.00000662   -1 03 19.6
 DA1171
 DA1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1171!SPC AZ C     -   0.99997044  x   1.00001335  =   0.99998379
 DA1171!UTM  12      -   0.99997044  x   1.00000662  =   0.99997706
 DA1171
 DA1171|---------------------------------------------------------------------|
 DA1171| PID    Reference Object                     Distance      Geod. Az  |
 DA1171|                                                           dddmmss.s |
 DA1171| CH4350 G 320 RM 1                           20.669 METERS 02754     |
 DA1171| DA0569 F 320                                              0810435.6 |
 DA1171| DA0568 G 320                                 1.545 METERS 16807     |
 DA1171|---------------------------------------------------------------------|
 DA1171
 DA1171                          SUPERSEDED SURVEY CONTROL
 DA1171
 DA1171  NAD 83(1986)-  32 54 47.03858(N)    112 56 30.79722(W) AD(       ) 2
 DA1171  NAD 27      -  32 54 46.86100(N)    112 56 28.17100(W) AD(       ) 2
 DA1171  NGVD 29 (07/19/86)  219.12   (m)          718.9    (f) LEVELING    3  
 DA1171
 DA1171.Superseded values are not recommended for survey control.
 DA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1171.See file dsdata.txt to determine how the superseded data were derived.
 DA1171
 DA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1840543322(NAD 83)
 DA1171_MARKER: DS = TRIANGULATION STATION DISK
 DA1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1171_SP_SET: CONCRETE POST
 DA1171_STAMPING: BM G 320 1960
 DA1171_MARK LOGO: CGS   
 DA1171_PROJECTION: PROJECTING 3 CENTIMETERS
 DA1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1171+STABILITY: SURFACE MOTION
 DA1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1171+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA1171
 DA1171  HISTORY     - Date     Condition        Report By
 DA1171  HISTORY     - 1960     MONUMENTED       CGS
 DA1171  HISTORY     - 1968     GOOD             AMS
 DA1171  HISTORY     - 1980     GOOD             NGS
 DA1171  HISTORY     - 20060128 GOOD             USPSQD
 DA1171  HISTORY     - 20060128 GOOD             USPSQD
 DA1171  HISTORY     - 20070626 GOOD             GEOCAC
 DA1171
 DA1171                          STATION DESCRIPTION
 DA1171
 DA1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1171'THE STATION IS 3.2 MILES WEST OF THE THEBA OVERPASS OR 1 MILE
 DA1171'EAST OF THE PAINTED ROCK OVERPASS.  IT IS OPPOSITE HIGHWAY
 DA1171'MILEPOST 106, 55 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN
 DA1171'PACIFIC COMPANY RAILROAD, 0.05 MILE WEST OF A PRIVATE CROSSING
 DA1171'OVER THE RAILROAD, 6 FEET NORTHEAST OF A TELEGRAPH POLE AND
 DA1171'2-1/2 FEET NORTH OF A WOODEN WITNESS POST.
 DA1171'
 DA1171'TO REACH THE STATION FROM THE PAINTED ROCK OVERPASS WHICH IS
 DA1171'14 MILES WEST OF GILA BEND, GAIN ACCESS TO THE SOUTH FRONTAGE
 DA1171'ROAD AND PROCEED EAST ALONG THE SOUTH SIDE OF THE FREEWAY
 DA1171'FOR 1 MILE TO THE STATION SITE 12 POLES EAST OF RAILROAD
 DA1171'MILEPOST 842.
 DA1171'
 DA1171'THE STATION MARK, WITH UNDERGROUND MARK, STAMPED B M G 320 1960
 DA1171'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 DA1171'3 INCHES.
 DA1171'
 DA1171'REFERENCE MARK 1, STAMPED B M G 320 NO 1 1960, IS A STANDARD
 DA1171'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 DA1171'50 FEET SOUTH OF THE CENTER LINE OF THE OLD ALIGNMENT OF THE
 DA1171'HIGHWAY AND 1-1/2 FEET EAST OF A FENCE POST.
 DA1171'
 DA1171'REFERENCE MARK 2, STAMPED G 320 1952, IS A STANDARD BENCH MARK
 DA1171'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES,
 DA1171'50 FEET NORTH OF THE CENTER LINE OF THE TRACKS AND 5 FEET EAST
 DA1171'OF A TELEGRAPH POLE.
 DA1171'
 DA1171'THE AZIMUTH MARK, STAMPED F 320 1952, IS A STANDARD BENCH MARK
 DA1171'DISK SET IN A CYLINDRICAL POST PROJECTING 4 INCHES AND IS
 DA1171'10 POLES EAST OF RAILROAD MILEPOST 843, 0.15 MILE WEST OF HIGHWAY
 DA1171'107, 50 FEET NORTH OF THE CENTER LINE OF THE RAILROAD, 3 FEET
 DA1171'WEST OF A TELEGRAPH POLE AND 3 FEET EAST OF A WOODEN WITNESS
 DA1171'POST.
 DA1171'
 DA1171'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 DA1171'FRONTAGE ROAD FOR 1 MILE TO THE MARK ON THE RIGHT AT THE SITE
 DA1171'DESCRIBED ABOVE.
 DA1171
 DA1171                          STATION RECOVERY (1968)
 DA1171
 DA1171'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 DA1171'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DA1171
 DA1171                          STATION RECOVERY (1980)
 DA1171
 DA1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1171'21.6 KM (13.4 MI) SW FROM GILA BEND.
 DA1171'21.6 KM (13.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1171'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) NORTHEAST OF
 DA1171'RAILROAD MILEPOLE 842, 13.3 METERS (43.5 FT) NORTHWEST OF THE
 DA1171'NORTHWEST RAIL, 106.7 METERS (350 FT) NORTHEAST OF RAILROAD SEMAPHORE
 DA1171'NUMBER 8423, 31.4 METERS (103 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1171'FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 1.5 METERS (5.0 FT) NORTHWEST OF
 DA1171'BENCH MARK G 320.
 DA1171'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 DA1171'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1171
 DA1171                          STATION RECOVERY (2006)
 DA1171
 DA1171'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1171'RECOVERED AS DESCRIBED.
 DA1171
 DA1171                          STATION RECOVERY (2006)
 DA1171
 DA1171'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1171'RECOVERED AS DESCRIBED.
 DA1171
 DA1171                          STATION RECOVERY (2007)
 DA1171
 DA1171'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0583 ***********************************************************************
 DA0583  DESIGNATION -  G 321
 DA0583  PID         -  DA0583
 DA0583  STATE/COUNTY-  AZ/MARICOPA
 DA0583  USGS QUAD   -  SMURR (1973)
 DA0583
 DA0583                         *CURRENT SURVEY CONTROL
 DA0583  ___________________________________________________________________
 DA0583* NAD 83(1986)-  32 55 07.     (N)    112 48 34.     (W)     SCALED    
 DA0583* NAVD 88     -       227.74   (+/-2cm)     747.2    (feet)  VERTCON   
 DA0583  ___________________________________________________________________
 DA0583  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0583  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0583
 DA0583.The horizontal coordinates were scaled from a topographic map and have
 DA0583.an estimated accuracy of +/- 6 seconds.
 DA0583
 DA0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0583.The vertical order pertains to the NGVD 29 superseded value.
 DA0583
 DA0583.The geoid height was determined by GEOID03.
 DA0583
 DA0583;                    North         East    Units  Estimated Accuracy
 DA0583;SPC AZ C     -   213,080.      129,860.      MT  (+/- 180 meters Scaled)
 DA0583
 DA0583                          SUPERSEDED SURVEY CONTROL
 DA0583
 DA0583  NGVD 29 (??/??/92)  227.159  (m)          745.27   (f) ADJ UNCH    1 2
 DA0583
 DA0583.Superseded values are not recommended for survey control.
 DA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0583.See file dsdata.txt to determine how the superseded data were derived.
 DA0583
 DA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB308437(NAD 83)
 DA0583_MARKER: DB = BENCH MARK DISK
 DA0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0583_STAMPING: G 321 1952
 DA0583_MARK LOGO: CGS   
 DA0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0583+STABILITY: SURFACE MOTION
 DA0583
 DA0583  HISTORY     - Date     Condition        Report By
 DA0583  HISTORY     - 1952     MONUMENTED       CGS
 DA0583  HISTORY     - 1980     GOOD             NGS
 DA0583  HISTORY     - 1980     GOOD             NGS
 DA0583
 DA0583                          STATION DESCRIPTION
 DA0583
 DA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0583'6.1 MI SW FROM GILA BEND.
 DA0583'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0583'WATER TANK AT GILA BEND TO THE SECTION HOUSE AT SMURR, THENCE 0.4 MILE
 DA0583'SOUTHWEST CROSS COUNTRY TO THE GRADED ROAD, THENCE 0.6 MILE SOUTH ON A
 DA0583'GRADED ROAD, MARK EAST OF A ROAD, 39.6 FEET EAST OF THE ROAD, 2.3 FEET
 DA0583'WEST OF A WITNESS POST, 0.6 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 DA0583'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0583
 DA0583                          STATION RECOVERY (1980)
 DA0583
 DA0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0583'RECOVERED IN GOOD CONDITION.
 DA0583
 DA0583                          STATION RECOVERY (1980)
 DA0583
 DA0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0779 ***********************************************************************
 DV0779  DESIGNATION -  G 322
 DV0779  PID         -  DV0779
 DV0779  STATE/COUNTY-  AZ/MARICOPA
 DV0779  USGS QUAD   -  ARLINGTON (1984)
 DV0779
 DV0779                         *CURRENT SURVEY CONTROL
 DV0779  ___________________________________________________________________
 DV0779* NAD 83(1986)-  33 21 51.     (N)    112 45 17.     (W)     SCALED    
 DV0779* NAVD 88     -       278.491  (meters)     913.68   (feet)  ADJUSTED  
 DV0779  ___________________________________________________________________
 DV0779  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0779  DYNAMIC HT  -         278.169 (meters)     912.63  (feet)  COMP
 DV0779  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV0779
 DV0779  VERT ORDER  -  FIRST     CLASS II
 DV0779
 DV0779.The horizontal coordinates were scaled from a topographic map and have
 DV0779.an estimated accuracy of +/- 6 seconds.
 DV0779
 DV0779.The orthometric height was determined by differential leveling
 DV0779.and adjusted in June 1991.
 DV0779
 DV0779.The geoid height was determined by GEOID03.
 DV0779
 DV0779.The dynamic height is computed by dividing the NAVD 88
 DV0779.geopotential number by the normal gravity value computed on the
 DV0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0779.degrees latitude (g = 980.6199 gals.).
 DV0779
 DV0779.The modeled gravity was interpolated from observed gravity values.
 DV0779
 DV0779;                    North         East    Units  Estimated Accuracy
 DV0779;SPC AZ C     -   262,450.      135,370.      MT  (+/- 180 meters Scaled)
 DV0779
 DV0779                          SUPERSEDED SURVEY CONTROL
 DV0779
 DV0779.No superseded survey control is available for this station.
 DV0779
 DV0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB367930(NAD 83)
 DV0779_MARKER: DB = BENCH MARK DISK
 DV0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0779_STAMPING: G 322 1952
 DV0779_PROJECTION: FLUSH
 DV0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0779+STABILITY: SURFACE MOTION
 DV0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0779+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DV0779
 DV0779  HISTORY     - Date     Condition        Report By
 DV0779  HISTORY     - 1952     MONUMENTED       CGS
 DV0779  HISTORY     - 1981     GOOD             NGS
 DV0779  HISTORY     - 20060128 GOOD             USPSQD
 DV0779  HISTORY     - 20060128 POOR             USPSQD
 DV0779
 DV0779                          STATION DESCRIPTION
 DV0779
 DV0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0779'2 MI NW FROM HASSAYAMPA.
 DV0779'2 MILES NORTHWEST ALONG THE OLD SALOME ROAD FROM THE GARAGE AND
 DV0779'SERVICE STATION AT HASSAYAMPA, AT THE NORTHEAST-SOUTHWEST RUNWAY OF
 DV0779'THE LUKE AF NO. 7 AIRPORT, AT A POINT WHERE THE OLD ROAD CROSSES THE
 DV0779'RUNWAY, 32.6 FEET SOUTHEAST OF A POINT WHERE THE ROAD STARTS ACROSS
 DV0779'THE NORTHEAST-SOUTHWEST RUNWAY, 21.9 FEET SOUTHWEST OF THE OLD ROAD,
 DV0779'1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DV0779'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DV0779'GROUND.
 DV0779
 DV0779                          STATION RECOVERY (1981)
 DV0779
 DV0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0779'2.1 KM (1.9 MI) NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE
 DV0779'CHEVRON SERVICE STATION AT HASSAYAMPA, THENCE 0.5 KM (0.3 MI)
 DV0779'SOUTHWEST ALONG WARD ROAD, AT THE JUNCTION OF AN ABANDONED ROAD
 DV0779'LEADING SOUTHEAST, 16.8 METERS (56 FT) SOUTHEAST OF THE CENTERLINE
 DV0779'OF WARD ROAD, 6.7 METERS (22 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV0779'ABANDONED ROAD.
 DV0779'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DV0779'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV0779
 DV0779                          STATION RECOVERY (2006)
 DV0779
 DV0779'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0779'RECOVERED AS DESCRIBED.
 DV0779
 DV0779                          STATION RECOVERY (2006)
 DV0779
 DV0779'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0779'WITNESS POST FOUND. NO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1091 ***********************************************************************
 DA1091  DESIGNATION -  G 323
 DA1091  PID         -  DA1091
 DA1091  STATE/COUNTY-  AZ/YUMA
 DA1091  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1091
 DA1091                         *CURRENT SURVEY CONTROL
 DA1091  ___________________________________________________________________
 DA1091* NAD 83(1986)-  32 44 19.     (N)    113 37 35.     (W)     SCALED    
 DA1091* NAVD 88     -       110.70   (+/-2cm)     363.2    (feet)  VERTCON   
 DA1091  ___________________________________________________________________
 DA1091  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1091  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1091
 DA1091.The horizontal coordinates were scaled from a topographic map and have
 DA1091.an estimated accuracy of +/- 6 seconds.
 DA1091
 DA1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1091.The vertical order pertains to the NGVD 29 superseded value.
 DA1091
 DA1091.The geoid height was determined by GEOID03.
 DA1091
 DA1091;                    North         East    Units  Estimated Accuracy
 DA1091;SPC AZ W     -   192,780.      224,950.      MT  (+/- 180 meters Scaled)
 DA1091
 DA1091                          SUPERSEDED SURVEY CONTROL
 DA1091
 DA1091  NGVD 29 (??/??/92)  110.086  (m)          361.17   (f) ADJ UNCH    1 2
 DA1091
 DA1091.Superseded values are not recommended for survey control.
 DA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1091.See file dsdata.txt to determine how the superseded data were derived.
 DA1091
 DA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB538253(NAD 83)
 DA1091_MARKER: DB = BENCH MARK DISK
 DA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1091_STAMPING: G 323 1952
 DA1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1091+STABILITY: SURFACE MOTION
 DA1091
 DA1091  HISTORY     - Date     Condition        Report By
 DA1091  HISTORY     - 1952     MONUMENTED       CGS
 DA1091
 DA1091                          STATION DESCRIPTION
 DA1091
 DA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1091'8.8 MI NE FROM MOHAWK.
 DA1091'7.4 MILES NORTHEAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1091'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, THENCE 1.4 MILES SOUTHEAST
 DA1091'ALONG A GRAVEL ROAD, AT THE ENTRANCE TO THE STOVAL AIRFIELD, 12 FEET
 DA1091'WEST OF THE NORTHWEST CORNER OF THE NORTH-SOUTH RUNWAY, 1.8 FEET SOUTH
 DA1091'OF A WITNESS POST, LEVEL WITH THE GROUND, AND SET IN THE TOP OF A
 DA1091'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0433 ***********************************************************************
 CY0433  DESIGNATION -  G 324
 CY0433  PID         -  CY0433
 CY0433  STATE/COUNTY-  AZ/COCHISE
 CY0433  USGS QUAD   -  RAILROAD PASS (1979)
 CY0433
 CY0433                         *CURRENT SURVEY CONTROL
 CY0433  ___________________________________________________________________
 CY0433* NAD 83(1986)-  32 21 17.     (N)    109 37 36.     (W)     SCALED    
 CY0433* NAVD 88     -      1230.91   (+/-2cm)    4038.4    (feet)  VERTCON   
 CY0433  ___________________________________________________________________
 CY0433  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0433  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0433
 CY0433.The horizontal coordinates were scaled from a topographic map and have
 CY0433.an estimated accuracy of +/- 6 seconds.
 CY0433
 CY0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0433.The vertical order pertains to the NGVD 29 superseded value.
 CY0433
 CY0433.The geoid height was determined by GEOID03.
 CY0433
 CY0433;                    North         East    Units  Estimated Accuracy
 CY0433;SPC AZ E     -   150,330.      264,180.      MT  (+/- 180 meters Scaled)
 CY0433
 CY0433                          SUPERSEDED SURVEY CONTROL
 CY0433
 CY0433  NGVD 29 (??/??/92) 1230.095  (m)         4035.74   (f) ADJ UNCH    1 2
 CY0433
 CY0433.Superseded values are not recommended for survey control.
 CY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0433.See file dsdata.txt to determine how the superseded data were derived.
 CY0433
 CY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA292805(NAD 83)
 CY0433_MARKER: DB = BENCH MARK DISK
 CY0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0433_SP_SET: ABUTMENT
 CY0433_STAMPING: G 324 1952
 CY0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0433
 CY0433  HISTORY     - Date     Condition        Report By
 CY0433  HISTORY     - 1952     MONUMENTED       CGS
 CY0433  HISTORY     - 1974     GOOD             USGS
 CY0433
 CY0433                          STATION DESCRIPTION
 CY0433
 CY0433'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CY0433'8.4 MI W FROM BOWIE.
 CY0433'BOWIE 8.4 MI WEST OF STATION AT, ALONG THE SOUTHERN PACIFIC COMPANY
 CY0433'RAILROAD TO BRIDGE NO. 108998, 47 FT. EAST OF THE EAST CONCRETE BRIDGE
 CY0433'ABUTMENT, 42 FT. SOUTH OF MILE POST 1090, 65 FT. NORTH OF THE NORTH
 CY0433'RAIL, IN THE TOP OF A OLD CONCRETE ABUTMENT BURRIED IN THE BALLAST. A
 CY0433'STANDARD USC AND GS TABLET STAMPED G 324 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0362 ***********************************************************************
 CY0362  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0362  DESIGNATION -  G 325
 CY0362  PID         -  CY0362
 CY0362  STATE/COUNTY-  AZ/COCHISE
 CY0362  USGS QUAD   -  COCHISE (1985)
 CY0362
 CY0362                         *CURRENT SURVEY CONTROL
 CY0362  ___________________________________________________________________
 CY0362* NAD 83(2007)-  32 04 37.96750(N)    109 56 56.69607(W)     ADJUSTED  
 CY0362* NAVD 88     -      1317.82   (meters)    4323.5    (feet)  GPS OBS   
 CY0362  ___________________________________________________________________
 CY0362  EPOCH DATE  -        2007.00
 CY0362  X           -  -1,846,018.444 (meters)                     COMP
 CY0362  Y           -  -5,085,952.559 (meters)                     COMP
 CY0362  Z           -   3,368,374.718 (meters)                     COMP
 CY0362  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CY0362  ELLIP HEIGHT-        1290.575 (meters)          (02/10/07) ADJUSTED
 CY0362  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0362
 CY0362  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0362  Type    PID    Designation                      North   East  Ellip
 CY0362  -------------------------------------------------------------------
 CY0362  NETWORK CY0362 G 325                             0.67   0.57   1.92
 CY0362  -------------------------------------------------------------------
 CY0362
 CY0362.The horizontal coordinates were established by GPS observations
 CY0362.and adjusted by the National Geodetic Survey in February 2007.
 CY0362
 CY0362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0362.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0362.The horizontal coordinates are valid at the epoch date displayed above.
 CY0362.The epoch date for horizontal control is a decimal equivalence
 CY0362.of Year/Month/Day.
 CY0362
 CY0362.The orthometric height was determined by GPS observations and a
 CY0362.high-resolution geoid model.
 CY0362.The orthometric height was determined by GPS observations and a
 CY0362.high-resolution geoid model using precise GPS observation and
 CY0362.processing techniques.
 CY0362
 CY0362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0362
 CY0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0362
 CY0362.The ellipsoidal height was determined by GPS observations
 CY0362.and is referenced to NAD 83.
 CY0362
 CY0362.The geoid height was determined by GEOID03.
 CY0362
 CY0362;                    North         East     Units Scale Factor Converg.
 CY0362;SPC AZ E     -   119,448.857   233,900.955   MT  0.99990520   +0 06 56.0
 CY0362;SPC AZ E     -   391,892.58    767,391.58   iFT  0.99990520   +0 06 56.0
 CY0362;UTM  12      - 3,549,477.340   599,183.966   MT  0.99972132   +0 33 29.3
 CY0362
 CY0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0362!SPC AZ E     -   0.99979740  x   0.99990520  =   0.99970262
 CY0362!UTM  12      -   0.99979740  x   0.99972132  =   0.99951878
 CY0362
 CY0362                          SUPERSEDED SURVEY CONTROL
 CY0362
 CY0362  NAD 83(1992)-  32 04 37.96713(N)    109 56 56.69512(W) AD(       ) B
 CY0362  ELLIP H (08/22/05) 1290.593  (m)                       GP(       ) 4 2
 CY0362  NGVD 29 (??/??/92) 1317.026  (m)         4320.94   (f) ADJ UNCH    1 2
 CY0362
 CY0362.Superseded values are not recommended for survey control.
 CY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0362.See file dsdata.txt to determine how the superseded data were derived.
 CY0362
 CY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9918449477(NAD 83)
 CY0362_MARKER: DB = BENCH MARK DISK
 CY0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0362_STAMPING: G 325 1952
 CY0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0362+STABILITY: SURFACE MOTION
 CY0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0362+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 CY0362
 CY0362  HISTORY     - Date     Condition        Report By
 CY0362  HISTORY     - 1952     MONUMENTED       CGS
 CY0362  HISTORY     - 20060321 GOOD             NGS
 CY0362
 CY0362                          STATION DESCRIPTION
 CY0362
 CY0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0362'3.05 MI SW FROM COCHISE.
 CY0362'3.05 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0362'THE STATION AT COCHISE, 0.15 MILE SOUTHWEST OF MILEPOLE NUMBER 1061,
 CY0362'AT A SHALLOW CUT, 101.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 36.0
 CY0362'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5.6 FEET SOUTHEAST OF A
 CY0362'FENCE, 9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1.0 FOOT HIGHER THAN
 CY0362'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CY0362'ABOVE THE GROUND.
 CY0362
 CY0362                          STATION RECOVERY (2006)
 CY0362
 CY0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0362'COCHISE RR STATION IS GONE, BUT LOCATION IS DETERMINABLE.  SPRR IS NOW
 CY0362'UNION PACIFIC RR.  TRACKS ARE NOW HIGHER THAN MARK.  MARK IS 0.7 M
 CY0362'WEST OF COUNTY WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0037 ***********************************************************************
 CG0037  DESIGNATION -  G 326
 CG0037  PID         -  CG0037
 CG0037  STATE/COUNTY-  AZ/COCHISE
 CG0037  USGS QUAD   -  SAINT DAVID (1973)
 CG0037
 CG0037                         *CURRENT SURVEY CONTROL
 CG0037  ___________________________________________________________________
 CG0037* NAD 83(1986)-  31 58 38.     (N)    110 10 06.     (W)     SCALED    
 CG0037* NAVD 88     -      1273.33   (+/-2cm)    4177.6    (feet)  VERTCON   
 CG0037  ___________________________________________________________________
 CG0037  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CG0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0037
 CG0037.The horizontal coordinates were scaled from a topographic map and have
 CG0037.an estimated accuracy of +/- 6 seconds.
 CG0037
 CG0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0037.The vertical order pertains to the NGVD 29 superseded value.
 CG0037
 CG0037.The geoid height was determined by GEOID03.
 CG0037
 CG0037;                    North         East    Units  Estimated Accuracy
 CG0037;SPC AZ E     -   108,340.      213,200.      MT  (+/- 180 meters Scaled)
 CG0037
 CG0037                          SUPERSEDED SURVEY CONTROL
 CG0037
 CG0037  NGVD 29 (??/??/92) 1272.478  (m)         4174.79   (f) ADJ UNCH    1 2
 CG0037
 CG0037.Superseded values are not recommended for survey control.
 CG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0037.See file dsdata.txt to determine how the superseded data were derived.
 CG0037
 CG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA785382(NAD 83)
 CG0037_MARKER: DB = BENCH MARK DISK
 CG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0037_STAMPING: G 326 1952
 CG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0037+STABILITY: SURFACE MOTION
 CG0037
 CG0037  HISTORY     - Date     Condition        Report By
 CG0037  HISTORY     - 1952     MONUMENTED       CGS
 CG0037
 CG0037                          STATION DESCRIPTION
 CG0037
 CG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0037'11.3 MI E FROM BENSON.
 CG0037'11.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0037'STATION AT BENSON, 0.15 MILE NORTH OF THE SIGN TULLY AT TULLY SIDING,
 CG0037'80.3 FEET WEST OF THE WEST MOST RAIL OF TWO TRACKS, 61.0 FEET
 CG0037'NORTHWEST OF MILEPOST 1044, 3.3 FEET EAST OF THE WEST RIGHT-OF-WAY
 CG0037'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 CG0037'MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0037'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0414 ***********************************************************************
 DT0414  DESIGNATION -  G 327
 DT0414  PID         -  DT0414
 DT0414  STATE/COUNTY-  AZ/GRAHAM
 DT0414  USGS QUAD   -  GILA PEAK (1989)
 DT0414
 DT0414                         *CURRENT SURVEY CONTROL
 DT0414  ___________________________________________________________________
 DT0414* NAD 83(1986)-  33 13 46.     (N)    109 55 32.     (W)     SCALED    
 DT0414* NAVD 88     -      1591.906  (meters)    5222.78   (feet)  ADJUSTED  
 DT0414  ___________________________________________________________________
 DT0414  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DT0414  DYNAMIC HT  -        1589.537 (meters)    5215.01  (feet)  COMP
 DT0414  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 DT0414
 DT0414  VERT ORDER  -  SECOND    CLASS 0
 DT0414
 DT0414.The horizontal coordinates were scaled from a topographic map and have
 DT0414.an estimated accuracy of +/- 6 seconds.
 DT0414
 DT0414.The orthometric height was determined by differential leveling
 DT0414.and adjusted in June 1991.
 DT0414
 DT0414.The geoid height was determined by GEOID03.
 DT0414
 DT0414.The dynamic height is computed by dividing the NAVD 88
 DT0414.geopotential number by the normal gravity value computed on the
 DT0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0414.degrees latitude (g = 980.6199 gals.).
 DT0414
 DT0414.The modeled gravity was interpolated from observed gravity values.
 DT0414
 DT0414;                    North         East    Units  Estimated Accuracy
 DT0414;SPC AZ E     -   247,220.      235,830.      MT  (+/- 180 meters Scaled)
 DT0414
 DT0414                          SUPERSEDED SURVEY CONTROL
 DT0414
 DT0414  NGVD 29 (??/??/92) 1591.146  (m)         5220.28   (f) ADJ UNCH    2 0
 DT0414
 DT0414.Superseded values are not recommended for survey control.
 DT0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0414.See file dsdata.txt to determine how the superseded data were derived.
 DT0414
 DT0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB001772(NAD 83)
 DT0414_MARKER: DB = BENCH MARK DISK
 DT0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0414_STAMPING: G 327 1952
 DT0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0414+STABILITY: SURFACE MOTION
 DT0414
 DT0414  HISTORY     - Date     Condition        Report By
 DT0414  HISTORY     - 1952     MONUMENTED       CGS
 DT0414  HISTORY     - 19870512 MARK NOT FOUND   USGS
 DT0414
 DT0414                          STATION DESCRIPTION
 DT0414
 DT0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0414'6.9 MI SW FROM ARSENIC TUBS RANCH HDQRS.
 DT0414'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0414'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0414'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 1.0 MILE
 DT0414'NORTHWEST ALONG A TRACK ROAD, ABOUT 0.9 MILE SOUTHEAST OF NINE MILE
 DT0414'TANK AT A POINT WHERE THE ROAD CROSSES A SMALL WASH, 35 FEET SOUTHEAST
 DT0414'OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTH OF A WITNESS POST,
 DT0414'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DT0414'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DT0414
 DT0414                          STATION RECOVERY (1987)
 DT0414
 DT0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (NKP)
 DT0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0390 ***********************************************************************
 ES0390  DESIGNATION -  G 329
 ES0390  PID         -  ES0390
 ES0390  STATE/COUNTY-  AZ/YAVAPAI
 ES0390  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0390
 ES0390                         *CURRENT SURVEY CONTROL
 ES0390  ___________________________________________________________________
 ES0390* NAD 83(1986)-  34 21 59.     (N)    111 40 14.     (W)     SCALED    
 ES0390* NAVD 88     -      1176.19   (+/-2cm)    3858.9    (feet)  VERTCON   
 ES0390  ___________________________________________________________________
 ES0390  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 ES0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0390
 ES0390.The horizontal coordinates were scaled from a topographic map and have
 ES0390.an estimated accuracy of +/- 6 seconds.
 ES0390
 ES0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0390.The vertical order pertains to the NGVD 29 superseded value.
 ES0390
 ES0390.The geoid height was determined by GEOID03.
 ES0390
 ES0390;                    North         East    Units  Estimated Accuracy
 ES0390;SPC AZ C     -   373,320.      236,000.      MT  (+/- 180 meters Scaled)
 ES0390
 ES0390                          SUPERSEDED SURVEY CONTROL
 ES0390
 ES0390  NGVD 29 (??/??/92) 1175.471  (m)         3856.52   (f) ADJ UNCH    2 0
 ES0390
 ES0390.Superseded values are not recommended for survey control.
 ES0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0390.See file dsdata.txt to determine how the superseded data were derived.
 ES0390
 ES0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD383029(NAD 83)
 ES0390_MARKER: DB = BENCH MARK DISK
 ES0390_SETTING: 66 = SET IN ROCK OUTCROP
 ES0390_SP_SET: ROCK OUTCROP
 ES0390_STAMPING: G 329 1952
 ES0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0390+STABILITY: POSITION/ELEVATION WELL
 ES0390
 ES0390  HISTORY     - Date     Condition        Report By
 ES0390  HISTORY     - 1952     MONUMENTED       CGS
 ES0390
 ES0390                          STATION DESCRIPTION
 ES0390
 ES0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0390'4.5 MI NE FROM VERDE HOT SPRINGS.
 ES0390'4.5 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0390'HOTEL, ON A SMALL ROCKY POINT, IN THE TOP OF A 8-FOOT BY 10-FOOT BLACK
 ES0390'ROCK OUTCROP PROJECTING 5 FEET ABOVE THE GROUND, 0.2 MILE SOUTH OF A
 ES0390'WOODEN GATE TO A PASTURE, 32 FEET EAST OF THE CENTER LINE AND ABOUT 3
 ES0390'FEET LOWER THAN THE ROAD, AND 14 FEET EAST OF A JUNIPER TREE ON THE
 ES0390'EAST BANK OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0139 ***********************************************************************
 GO0139  DESIGNATION -  G 33
 GO0139  PID         -  GO0139
 GO0139  STATE/COUNTY-  AZ/APACHE
 GO0139  USGS QUAD   -  TOH DE NIIHE (1972)
 GO0139
 GO0139                         *CURRENT SURVEY CONTROL
 GO0139  ___________________________________________________________________
 GO0139* NAD 83(1986)-  36 06 42.     (N)    109 38 15.     (W)     SCALED    
 GO0139* NAVD 88     -      1703.018  (meters)    5587.32   (feet)  ADJUSTED  
 GO0139  ___________________________________________________________________
 GO0139  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GO0139  DYNAMIC HT  -        1700.854 (meters)    5580.22  (feet)  COMP
 GO0139  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 GO0139
 GO0139  VERT ORDER  -  FIRST     CLASS II
 GO0139
 GO0139.The horizontal coordinates were scaled from a topographic map and have
 GO0139.an estimated accuracy of +/- 6 seconds.
 GO0139
 GO0139.The orthometric height was determined by differential leveling
 GO0139.and adjusted in June 1991.
 GO0139
 GO0139.The geoid height was determined by GEOID03.
 GO0139
 GO0139.The dynamic height is computed by dividing the NAVD 88
 GO0139.geopotential number by the normal gravity value computed on the
 GO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0139.degrees latitude (g = 980.6199 gals.).
 GO0139
 GO0139.The modeled gravity was interpolated from observed gravity values.
 GO0139
 GO0139;                    North         East    Units  Estimated Accuracy
 GO0139;SPC AZ E     -   567,030.      261,000.      MT  (+/- 180 meters Scaled)
 GO0139
 GO0139                          SUPERSEDED SURVEY CONTROL
 GO0139
 GO0139  NGVD 29 (??/??/92) 1702.127  (m)         5584.40   (f) ADJ UNCH    1 2
 GO0139
 GO0139.Superseded values are not recommended for survey control.
 GO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0139.See file dsdata.txt to determine how the superseded data were derived.
 GO0139
 GO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE226971(NAD 83)
 GO0139_MARKER: DB = BENCH MARK DISK
 GO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0139_STAMPING: G 33 1933
 GO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0139+STABILITY: SURFACE MOTION
 GO0139
 GO0139  HISTORY     - Date     Condition        Report By
 GO0139  HISTORY     - 1933     MONUMENTED       CGS
 GO0139  HISTORY     - 1972     GOOD             USGS
 GO0139
 GO0139                          STATION DESCRIPTION
 GO0139
 GO0139'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GO0139'6.3 MI SW FROM CHIN LEE.
 GO0139'6.3 MILES SOUTHWEST FROM THE POST OFFICE ALONG THE CHIN LEE-GANADO
 GO0139'ROAD, 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL,
 GO0139'.27 MILES NORTH-NORTHWEST OF A 7 PERCENT GRADE ON HIGHWAY 63, .1 MILE
 GO0139'SOUTHWEST OF A BRIDGE OVER COTTONWOOD WASH, .7 MILE WEST OF HIGHWAY
 GO0139'63, ABOUT .04 MILE SOUTH OF COTTONWOOD WASH, A STANDARD DISK SET IN
 GO0139'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0319 ***********************************************************************
 CY0319  DESIGNATION -  G 330
 CY0319  PID         -  CY0319
 CY0319  STATE/COUNTY-  AZ/COCHISE
 CY0319  USGS QUAD   -  VANAR (1987)
 CY0319
 CY0319                         *CURRENT SURVEY CONTROL
 CY0319  ___________________________________________________________________
 CY0319* NAD 83(1986)-  32 13 57.     (N)    109 03 54.     (W)     SCALED    
 CY0319* NAVD 88     -      1228.481  (meters)    4030.44   (feet)  ADJUSTED  
 CY0319  ___________________________________________________________________
 CY0319  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CY0319  DYNAMIC HT  -        1226.655 (meters)    4024.45  (feet)  COMP
 CY0319  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CY0319
 CY0319  VERT ORDER  -  FIRST     CLASS II
 CY0319
 CY0319.The horizontal coordinates were scaled from a topographic map and have
 CY0319.an estimated accuracy of +/- 6 seconds.
 CY0319
 CY0319.The orthometric height was determined by differential leveling
 CY0319.and adjusted in June 1991.
 CY0319
 CY0319.The geoid height was determined by GEOID03.
 CY0319
 CY0319.The dynamic height is computed by dividing the NAVD 88
 CY0319.geopotential number by the normal gravity value computed on the
 CY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0319.degrees latitude (g = 980.6199 gals.).
 CY0319
 CY0319.The modeled gravity was interpolated from observed gravity values.
 CY0319
 CY0319;                    North         East    Units  Estimated Accuracy
 CY0319;SPC AZ E     -   137,180.      317,190.      MT  (+/- 180 meters Scaled)
 CY0319
 CY0319                          SUPERSEDED SURVEY CONTROL
 CY0319
 CY0319  NGVD 29 (??/??/92) 1227.726  (m)         4027.96   (f) ADJ UNCH    1 2
 CY0319
 CY0319.Superseded values are not recommended for survey control.
 CY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0319.See file dsdata.txt to determine how the superseded data were derived.
 CY0319
 CY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA823678(NAD 83)
 CY0319_MARKER: DB = BENCH MARK DISK
 CY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0319_STAMPING: G 330 1952
 CY0319_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0319+STABILITY: SURFACE MOTION
 CY0319
 CY0319  HISTORY     - Date     Condition        Report By
 CY0319  HISTORY     - 1952     MONUMENTED       CGS
 CY0319  HISTORY     - 1960     GOOD             NGS
 CY0319  HISTORY     - 1979     GOOD             NGS
 CY0319
 CY0319                          STATION DESCRIPTION
 CY0319
 CY0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0319'9.9 MI E FROM SAN SIMON.
 CY0319'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0319'RAILROAD STATION AT SAN SIMON, THENCE 6.75 MILES EAST ALONG STATE
 CY0319'HIGHWAY 86, THENCE 3.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 CY0319'2 1/2 POLES EAST OF MILEPOST 1124, 44.7 FEET SOUTH OF THE SOUTH RAIL,
 CY0319'8 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST,
 CY0319'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CY0319'GROUND, 1.1 MILES WEST OF BENCH MARK CAVOT 1935.
 CY0319
 CY0319                          STATION RECOVERY (1960)
 CY0319
 CY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0319'RECOVERED IN GOOD CONDITION.
 CY0319
 CY0319                          STATION RECOVERY (1979)
 CY0319
 CY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0319'15.9 KILOMETERS (9.9 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0319'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0319'0.1 KILOMETER (0.05 MILE) NORTHWEST OF CULVERT 1124.14,
 CY0319'130 METERS (426.5 FEET) SOUTHEAST OF AND ACROSS THE TRACKS
 CY0319'FROM MILE POLE 1124, 13.65 METERS (44.8 FEET) SOUTHWEST OF THE
 CY0319'SOUTHWEST RAIL, 64.0 METERS (209.3 FEET) NORTHEAST OF THE
 CY0319'CENTERLINE OF THE WEST BOUND LANES OF I-10,
 CY0319'32.4 METERS (106.3 FEET) NORTHEAST OF THE NORTHEAST HIGHWAY
 CY0319'RIGHT-OF-WAY FENCE, 2.4 METERS (7.9 FEET) SOUTH OF THE SECOND
 CY0319'TELEPHONE POLE NORTHWEST OF RAILROAD CULVERT 1124.14,
 CY0319'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CY0319'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0307 ***********************************************************************
 CY0307  DESIGNATION -  G 331
 CY0307  PID         -  CY0307
 CY0307  STATE/COUNTY-  AZ/COCHISE
 CY0307  USGS QUAD   -  SAN SIMON (1987)
 CY0307
 CY0307                         *CURRENT SURVEY CONTROL
 CY0307  ___________________________________________________________________
 CY0307* NAD 83(1986)-  32 17 04.     (N)    109 14 15.     (W)     SCALED    
 CY0307* NAVD 88     -      1096.55   (+/-2cm)    3597.6    (feet)  VERTCON   
 CY0307  ___________________________________________________________________
 CY0307  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CY0307  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0307
 CY0307.The horizontal coordinates were scaled from a topographic map and have
 CY0307.an estimated accuracy of +/- 6 seconds.
 CY0307
 CY0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0307.The vertical order pertains to the NGVD 29 superseded value.
 CY0307
 CY0307.The geoid height was determined by GEOID03.
 CY0307
 CY0307;                    North         East    Units  Estimated Accuracy
 CY0307;SPC AZ E     -   142,790.      300,880.      MT  (+/- 180 meters Scaled)
 CY0307
 CY0307                          SUPERSEDED SURVEY CONTROL
 CY0307
 CY0307  NGVD 29 (??/??/92) 1095.913  (m)         3595.51   (f) ADJ UNCH    1 2
 CY0307
 CY0307.Superseded values are not recommended for survey control.
 CY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0307.See file dsdata.txt to determine how the superseded data were derived.
 CY0307
 CY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA659733(NAD 83)
 CY0307_MARKER: DB = BENCH MARK DISK
 CY0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0307_STAMPING: G 331 1953
 CY0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0307+STABILITY: SURFACE MOTION
 CY0307
 CY0307  HISTORY     - Date     Condition        Report By
 CY0307  HISTORY     - 1953     MONUMENTED       CGS
 CY0307
 CY0307                          STATION DESCRIPTION
 CY0307
 CY0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0307'1.3 MI NW FROM SAN SIMON.
 CY0307'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 CY0307'STATION AT SAN SIMON, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD,
 CY0307'THENCE 0.8 MILE NORTHWEST ALONG A DIRT ROAD, 125 FEET NORTHWEST OF THE
 CY0307'CENTER OF THE NORTHWEST END OF THE NORTHWEST AND SOUTHEAST RUNWAY OF
 CY0307'THE SAN SIMON AIRPORT, 2.6 FEET SOUTHEAST OF A WITNESS POST, SET IN
 CY0307'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0541 ***********************************************************************
 DA0541  DESIGNATION -  G 332
 DA0541  PID         -  DA0541
 DA0541  STATE/COUNTY-  AZ/MARICOPA
 DA0541  USGS QUAD   -  DEADMAN GAP (1986)
 DA0541
 DA0541                         *CURRENT SURVEY CONTROL
 DA0541  ___________________________________________________________________
 DA0541* NAD 83(1986)-  32 34 51.     (N)    112 51 49.     (W)     SCALED    
 DA0541* NAVD 88     -       360.46   (+/-2cm)    1182.6    (feet)  VERTCON   
 DA0541  ___________________________________________________________________
 DA0541  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0541
 DA0541.The horizontal coordinates were scaled from a topographic map and have
 DA0541.an estimated accuracy of +/- 6 seconds.
 DA0541
 DA0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0541.The vertical order pertains to the NGVD 29 superseded value.
 DA0541
 DA0541.The geoid height was determined by GEOID03.
 DA0541
 DA0541;                    North         East    Units  Estimated Accuracy
 DA0541;SPC AZ C     -   175,670.      124,460.      MT  (+/- 180 meters Scaled)
 DA0541
 DA0541                          SUPERSEDED SURVEY CONTROL
 DA0541
 DA0541  NGVD 29 (??/??/92)  359.811  (m)         1180.48   (f) ADJ UNCH    1 2
 DA0541
 DA0541.Superseded values are not recommended for survey control.
 DA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0541.See file dsdata.txt to determine how the superseded data were derived.
 DA0541
 DA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB250063(NAD 83)
 DA0541_MARKER: DB = BENCH MARK DISK
 DA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0541_STAMPING: G 332 1953
 DA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0541+STABILITY: SURFACE MOTION
 DA0541
 DA0541  HISTORY     - Date     Condition        Report By
 DA0541  HISTORY     - 1953     MONUMENTED       CGS
 DA0541
 DA0541                          STATION DESCRIPTION
 DA0541
 DA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0541'17.0 MI N FROM AJO.
 DA0541'16.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0541'FROM THE STATION AT AJO, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 DA0541'0.6 MILE EAST OF STATE HIGHWAY 85, 38 FEET NORTHEAST OF THE CENTER
 DA0541'LINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT
 DA0541'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0541'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0338 ***********************************************************************
 DA0338  DESIGNATION -  G 333
 DA0338  PID         -  DA0338
 DA0338  STATE/COUNTY-  AZ/PIMA
 DA0338  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA0338
 DA0338                         *CURRENT SURVEY CONTROL
 DA0338  ___________________________________________________________________
 DA0338* NAD 83(1986)-  32 16 06.     (N)    112 44 22.     (W)     SCALED    
 DA0338* NAVD 88     -       544.574  (meters)    1786.66   (feet)  ADJUSTED  
 DA0338  ___________________________________________________________________
 DA0338  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DA0338  DYNAMIC HT  -         543.869 (meters)    1784.34  (feet)  COMP
 DA0338  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 DA0338
 DA0338  VERT ORDER  -  FIRST     CLASS II
 DA0338
 DA0338.The horizontal coordinates were scaled from a topographic map and have
 DA0338.an estimated accuracy of +/- 6 seconds.
 DA0338
 DA0338.The orthometric height was determined by differential leveling
 DA0338.and adjusted in June 1991.
 DA0338
 DA0338.The geoid height was determined by GEOID03.
 DA0338
 DA0338.The dynamic height is computed by dividing the NAVD 88
 DA0338.geopotential number by the normal gravity value computed on the
 DA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0338.degrees latitude (g = 980.6199 gals.).
 DA0338
 DA0338.The modeled gravity was interpolated from observed gravity values.
 DA0338
 DA0338;                    North         East    Units  Estimated Accuracy
 DA0338;SPC AZ C     -   140,920.      135,850.      MT  (+/- 180 meters Scaled)
 DA0338
 DA0338                          SUPERSEDED SURVEY CONTROL
 DA0338
 DA0338  NGVD 29 (??/??/92)  543.844  (m)         1784.26   (f) ADJ UNCH    1 2
 DA0338
 DA0338.Superseded values are not recommended for survey control.
 DA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0338.See file dsdata.txt to determine how the superseded data were derived.
 DA0338
 DA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA361715(NAD 83)
 DA0338_MARKER: DB = BENCH MARK DISK
 DA0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0338_SP_SET: CULVERT
 DA0338_STAMPING: G 333 1953
 DA0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0338
 DA0338  HISTORY     - Date     Condition        Report By
 DA0338  HISTORY     - 1953     MONUMENTED       CGS
 DA0338  HISTORY     - 1981     GOOD             NGS
 DA0338  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 DA0338  HISTORY     - 19990203 MARK NOT FOUND   USPSQD
 DA0338
 DA0338                          STATION DESCRIPTION
 DA0338
 DA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0338'10.9 MI SE FROM AJO.
 DA0338'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0338'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0338'HIGHWAY 86, AT THE Y JUNCTION OF THE SONOYTA-AJO HIGHWAY, AT AN
 DA0338'18-INCH CONCRETE PIPE CULVERT UNDER THE SONOYTA-AJO HIGHWAY, IN THE
 DA0338'TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 43 FEET
 DA0338'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 86, 19.7 FEET EAST OF
 DA0338'THE CENTER LINE OF THE SONOYTA-AJO HIGHWAY, AND ABOUT LEVEL WITH THE
 DA0338'SONOYTA-AJO HIGHWAY.
 DA0338
 DA0338                          STATION RECOVERY (1981)
 DA0338
 DA0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0338'RECOVERED IN GOOD CONDITION.
 DA0338
 DA0338                          STATION RECOVERY (1997)
 DA0338
 DA0338'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0338'MARK NOT FOUND.
 DA0338
 DA0338                          STATION RECOVERY (1999)
 DA0338
 DA0338'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0501 ***********************************************************************
 CG0501  DESIGNATION -  G 335
 CG0501  PID         -  CG0501
 CG0501  STATE/COUNTY-  AZ/PIMA
 CG0501  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0501
 CG0501                         *CURRENT SURVEY CONTROL
 CG0501  ___________________________________________________________________
 CG0501* NAD 83(1986)-  31 50 40.     (N)    111 00 46.     (W)     SCALED    
 CG0501* NAVD 88     -       924.85   (+/-2cm)    3034.3    (feet)  VERTCON   
 CG0501  ___________________________________________________________________
 CG0501  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0501
 CG0501.The horizontal coordinates were scaled from a topographic map and have
 CG0501.an estimated accuracy of +/- 6 seconds.
 CG0501
 CG0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0501.The vertical order pertains to the NGVD 29 superseded value.
 CG0501
 CG0501.The geoid height was determined by GEOID03.
 CG0501
 CG0501;                    North         East    Units  Estimated Accuracy
 CG0501;SPC AZ C     -    93,980.      298,910.      MT  (+/- 180 meters Scaled)
 CG0501
 CG0501                          SUPERSEDED SURVEY CONTROL
 CG0501
 CG0501  NGVD 29 (??/??/92)  924.099  (m)         3031.81   (f) ADJ UNCH    2 0
 CG0501
 CG0501.Superseded values are not recommended for survey control.
 CG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0501.See file dsdata.txt to determine how the superseded data were derived.
 CG0501
 CG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA987231(NAD 83)
 CG0501_MARKER: DB = BENCH MARK DISK
 CG0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0501_STAMPING: G 335 1954
 CG0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0501+STABILITY: SURFACE MOTION
 CG0501
 CG0501  HISTORY     - Date     Condition        Report By
 CG0501  HISTORY     - 1954     MONUMENTED       CGS
 CG0501  HISTORY     - 1976     GOOD             USGS
 CG0501  HISTORY     - 19950302 GOOD             USPSQD
 CG0501  HISTORY     - 20020414 GOOD             USPSQD
 CG0501
 CG0501                          STATION DESCRIPTION
 CG0501
 CG0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0501'2.8 MI SW FROM CONTINENTAL.
 CG0501'1.0 MILE WEST ALONG FORMER U. S. HIGHWAY 89 FROM THE STORE AND SERVICE
 CG0501'STATION AT CONTINENTAL, THENCE 0.8 MILE SOUTHWEST ALONG U. S. HIGHWAY
 CG0501'89, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 42.6 FEET NORTHEAST OF
 CG0501'THE NORTHEAST END OF THE NORTH CONCRETE HEAD WALL OF A CATTLE GUARD,
 CG0501'40 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A
 CG0501'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CG0501'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CG0501'GROUND.
 CG0501
 CG0501                          STATION RECOVERY (1976)
 CG0501
 CG0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0501'FROM THE INTERSECTION OF ESPERANZA AND EL CANADA DRIVES IN GREEN
 CG0501'VALLEY, PIMA COUNTY, GO SW ALONG EL CANADA DR. FOR 2.0 MI., TO TWIN
 CG0501'BUTTE RD., GO NW ALONG TWIN BUTTE RD. FOR 0.6 MI. AND FENCE AT END OF
 CG0501'PAVED ROAD, 52 FT. NE FROM THE CENTER OF THE ROAD, ON THE NW SIDE OF
 CG0501'THE FENCE, ABOUT LEVEL WITH THE GROUND, AND SET IN THE TOP OF A
 CG0501'CONCRETE POST. A STANDARD DISK STAMPED G 335 1954.
 CG0501
 CG0501                          STATION RECOVERY (1995)
 CG0501
 CG0501'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0501'RECOVERED IN GOOD CONDITION.
 CG0501
 CG0501                          STATION RECOVERY (2002)
 CG0501
 CG0501'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0476 ***********************************************************************
 DA0476  DESIGNATION -  G 336
 DA0476  PID         -  DA0476
 DA0476  STATE/COUNTY-  AZ/PIMA
 DA0476  USGS QUAD   -  BURRO GAP (1990)
 DA0476
 DA0476                         *CURRENT SURVEY CONTROL
 DA0476  ___________________________________________________________________
 DA0476* NAD 83(1986)-  32 23 36.     (N)    112 43 57.     (W)     SCALED    
 DA0476* NAVD 88     -       518.83   (+/-2cm)    1702.2    (feet)  VERTCON   
 DA0476  ___________________________________________________________________
 DA0476  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0476
 DA0476.The horizontal coordinates were scaled from a topographic map and have
 DA0476.an estimated accuracy of +/- 6 seconds.
 DA0476
 DA0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0476.The vertical order pertains to the NGVD 29 superseded value.
 DA0476
 DA0476.The geoid height was determined by GEOID03.
 DA0476
 DA0476;                    North         East    Units  Estimated Accuracy
 DA0476;SPC AZ C     -   154,770.      136,610.      MT  (+/- 180 meters Scaled)
 DA0476
 DA0476                          SUPERSEDED SURVEY CONTROL
 DA0476
 DA0476  NGVD 29 (??/??/92)  518.126  (m)         1699.89   (f) ADJ UNCH    2 0
 DA0476
 DA0476.Superseded values are not recommended for survey control.
 DA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0476.See file dsdata.txt to determine how the superseded data were derived.
 DA0476
 DA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA370853(NAD 83)
 DA0476_MARKER: DB = BENCH MARK DISK
 DA0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0476_STAMPING: G 336 1961
 DA0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0476+STABILITY: SURFACE MOTION
 DA0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0476+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0476
 DA0476  HISTORY     - Date     Condition        Report By
 DA0476  HISTORY     - 1961     MONUMENTED       CGS
 DA0476  HISTORY     - 20060218 GOOD             USPSQD
 DA0476
 DA0476                          STATION DESCRIPTION
 DA0476
 DA0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0476'8.5 MI E FROM AJO.
 DA0476'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0476'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0476'STATE HIGHWAY 85.  THENCE 6.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0476'FOLLOWS A PIPE LINE.  2.7 MILES WEST OF A METAL WINDMILL, 75 FEET
 DA0476'SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A METAL
 DA0476'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0476'CONCRETE POST PROJECTING 6 INCHES.
 DA0476
 DA0476                          STATION RECOVERY (2006)
 DA0476
 DA0476'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0476'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0201 ***********************************************************************
 DA0201  DESIGNATION -  G 337
 DA0201  PID         -  DA0201
 DA0201  STATE/COUNTY-  AZ/PIMA
 DA0201  USGS QUAD   -  KAKA (1986)
 DA0201
 DA0201                         *CURRENT SURVEY CONTROL
 DA0201  ___________________________________________________________________
 DA0201* NAD 83(1986)-  32 30 51.     (N)    112 19 08.     (W)     SCALED    
 DA0201* NAVD 88     -       688.22   (+/-2cm)    2257.9    (feet)  VERTCON   
 DA0201  ___________________________________________________________________
 DA0201  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0201
 DA0201.The horizontal coordinates were scaled from a topographic map and have
 DA0201.an estimated accuracy of +/- 6 seconds.
 DA0201
 DA0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0201.The vertical order pertains to the NGVD 29 superseded value.
 DA0201
 DA0201.The geoid height was determined by GEOID03.
 DA0201
 DA0201;                    North         East    Units  Estimated Accuracy
 DA0201;SPC AZ C     -   167,950.      175,570.      MT  (+/- 180 meters Scaled)
 DA0201
 DA0201                          SUPERSEDED SURVEY CONTROL
 DA0201
 DA0201  NGVD 29 (??/??/92)  687.522  (m)         2255.65   (f) ADJ UNCH    2 0
 DA0201
 DA0201.Superseded values are not recommended for survey control.
 DA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0201.See file dsdata.txt to determine how the superseded data were derived.
 DA0201
 DA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA761981(NAD 83)
 DA0201_MARKER: DB = BENCH MARK DISK
 DA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0201_STAMPING: G 337 1961
 DA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0201+STABILITY: SURFACE MOTION
 DA0201
 DA0201  HISTORY     - Date     Condition        Report By
 DA0201  HISTORY     - 1961     MONUMENTED       CGS
 DA0201
 DA0201                          STATION DESCRIPTION
 DA0201
 DA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0201'6.5 MI NW FROM VENTANA.
 DA0201'6.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0201'VENTANA TO KAKA, AN INDIAN VILLAGE.  THENCE 0.5 MILE NORTHWEST ALONG A
 DA0201'TRAIL TO THE JUNCTION OF A DIRT ROAD WHICH FOLLOWS A PIPE LINE. 0.5
 DA0201'MILE NORTHWEST OF THE CHURCH AT KAKA, 52 FEET NORTHWEST OF THE CENTER
 DA0201'LINE OF THE DIRT ROAD, 65 FEET WEST OF THE JUNCTION OF THE CENTER
 DA0201'LINES OF THE DIRT ROAD AND THE TRAIL ROAD LEADING TO KAKA, 1.6 FEET
 DA0201'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DA0201'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0462 ***********************************************************************
 DA0462  DESIGNATION -  G 338
 DA0462  PID         -  DA0462
 DA0462  STATE/COUNTY-  AZ/PIMA
 DA0462  USGS QUAD   -  GU VO (1990)
 DA0462
 DA0462                         *CURRENT SURVEY CONTROL
 DA0462  ___________________________________________________________________
 DA0462* NAD 83(1986)-  32 04 25.     (N)    112 35 31.     (W)     SCALED    
 DA0462* NAVD 88     -       675.51   (+/-2cm)    2216.2    (feet)  VERTCON   
 DA0462  ___________________________________________________________________
 DA0462  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0462
 DA0462.The horizontal coordinates were scaled from a topographic map and have
 DA0462.an estimated accuracy of +/- 6 seconds.
 DA0462
 DA0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0462.The vertical order pertains to the NGVD 29 superseded value.
 DA0462
 DA0462.The geoid height was determined by GEOID03.
 DA0462
 DA0462;                    North         East    Units  Estimated Accuracy
 DA0462;SPC AZ C     -   119,230.      149,610.      MT  (+/- 180 meters Scaled)
 DA0462
 DA0462                          SUPERSEDED SURVEY CONTROL
 DA0462
 DA0462  NGVD 29 (??/??/92)  674.764  (m)         2213.79   (f) ADJ UNCH    2 0
 DA0462
 DA0462.Superseded values are not recommended for survey control.
 DA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0462.See file dsdata.txt to determine how the superseded data were derived.
 DA0462
 DA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA497497(NAD 83)
 DA0462_MARKER: DB = BENCH MARK DISK
 DA0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0462_SP_SET: 12 FT.
 DA0462_STAMPING: G 338 1961
 DA0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0462+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 DA0462
 DA0462  HISTORY     - Date     Condition        Report By
 DA0462  HISTORY     - 1961     MONUMENTED       CGS
 DA0462  HISTORY     - 20020407 GOOD             INDIV
 DA0462
 DA0462                          STATION DESCRIPTION
 DA0462
 DA0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0462'28.6 MI SE FROM AJO.
 DA0462'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0462'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0462'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0462'THENCE 12.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  1.8 MILES
 DA0462'NORTHWEST OF THE SCHOOL AT GU VO, AN INDIAN VILLAGE, 71 FEET NORTHEAST
 DA0462'OF THE CENTER LINE OF THE ROAD, 62 FEET SOUTHEAST OF A TELEPHONE POLE,
 DA0462'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 DA0462'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DA0462'DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 DA0462'PROJECTS 2 INCHES.
 DA0462
 DA0462                          STATION RECOVERY (2002)
 DA0462
 DA0462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0051 ***********************************************************************
 CH0051  DESIGNATION -  G 339
 CH0051  PID         -  CH0051
 CH0051  STATE/COUNTY-  AZ/PIMA
 CH0051  USGS QUAD   -  KUPK (1988)
 CH0051
 CH0051                         *CURRENT SURVEY CONTROL
 CH0051  ___________________________________________________________________
 CH0051* NAD 83(1986)-  31 57 24.     (N)    112 14 18.     (W)     SCALED    
 CH0051* NAVD 88     -       562.20   (+/-2cm)    1844.5    (feet)  VERTCON   
 CH0051  ___________________________________________________________________
 CH0051  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0051
 CH0051.The horizontal coordinates were scaled from a topographic map and have
 CH0051.an estimated accuracy of +/- 6 seconds.
 CH0051
 CH0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0051.The vertical order pertains to the NGVD 29 superseded value.
 CH0051
 CH0051.The geoid height was determined by GEOID03.
 CH0051
 CH0051;                    North         East    Units  Estimated Accuracy
 CH0051;SPC AZ C     -   106,110.      182,950.      MT  (+/- 180 meters Scaled)
 CH0051
 CH0051                          SUPERSEDED SURVEY CONTROL
 CH0051
 CH0051  NGVD 29 (??/??/92)  561.522  (m)         1842.26   (f) ADJ UNCH    2 0
 CH0051
 CH0051.Superseded values are not recommended for survey control.
 CH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0051.See file dsdata.txt to determine how the superseded data were derived.
 CH0051
 CH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA829363(NAD 83)
 CH0051_MARKER: DB = BENCH MARK DISK
 CH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0051_STAMPING: G 339 1961
 CH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0051+STABILITY: SURFACE MOTION
 CH0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0051+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 CH0051
 CH0051  HISTORY     - Date     Condition        Report By
 CH0051  HISTORY     - 1961     MONUMENTED       CGS
 CH0051  HISTORY     - 20060901 GOOD             TOHONO
 CH0051
 CH0051                          STATION DESCRIPTION
 CH0051
 CH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0051'7.45 MI SE FROM PISINIMO.
 CH0051'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0051'PISINIMO, AN INDIAN VILLAGE.  THENCE 7.1 MILES SOUTHEAST ALONG A TRAIL
 CH0051'ROAD.  0.2 MILE NORTHEAST OF AN ADOBE SHACK, 55 FEET SOUTHWEST OF THE
 CH0051'CENTER LINE OF THE ROAD, 32 FEET SOUTHEAST OF THE CENTER LINE OF A
 CH0051'VERY DIM TRACK ROAD TO THE SHACK, 2.5 FEET SOUTHWEST OF A METAL
 CH0051'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CH0051'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 1.6 MILES
 CH0051'SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0051'FEET AND IS NUMBERED 60.
 CH0051
 CH0051                          STATION RECOVERY (2006)
 CH0051
 CH0051'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CH0051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0167 ***********************************************************************
 FP0167  DESIGNATION -  G 34
 FP0167  PID         -  FP0167
 FP0167  STATE/COUNTY-  AZ/APACHE
 FP0167  USGS QUAD   -  KINLICHEE (1983)
 FP0167
 FP0167                         *CURRENT SURVEY CONTROL
 FP0167  ___________________________________________________________________
 FP0167* NAD 83(1986)-  35 42 43.     (N)    109 29 43.     (W)     SCALED    
 FP0167* NAVD 88     -      2009.142  (meters)    6591.66   (feet)  ADJUSTED  
 FP0167  ___________________________________________________________________
 FP0167  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FP0167  DYNAMIC HT  -        2006.380 (meters)    6582.60  (feet)  COMP
 FP0167  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 FP0167
 FP0167  VERT ORDER  -  FIRST     CLASS II
 FP0167
 FP0167.The horizontal coordinates were scaled from a topographic map and have
 FP0167.an estimated accuracy of +/- 6 seconds.
 FP0167
 FP0167.The orthometric height was determined by differential leveling
 FP0167.and adjusted in June 1991.
 FP0167
 FP0167.The geoid height was determined by GEOID03.
 FP0167
 FP0167.The dynamic height is computed by dividing the NAVD 88
 FP0167.geopotential number by the normal gravity value computed on the
 FP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0167.degrees latitude (g = 980.6199 gals.).
 FP0167
 FP0167.The modeled gravity was interpolated from observed gravity values.
 FP0167
 FP0167;                    North         East    Units  Estimated Accuracy
 FP0167;SPC AZ E     -   522,760.      274,110.      MT  (+/- 180 meters Scaled)
 FP0167
 FP0167                          SUPERSEDED SURVEY CONTROL
 FP0167
 FP0167  NGVD 29 (??/??/92) 2008.164  (m)         6588.45   (f) ADJ UNCH    1 2
 FP0167
 FP0167.Superseded values are not recommended for survey control.
 FP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0167.See file dsdata.txt to determine how the superseded data were derived.
 FP0167
 FP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE361530(NAD 83)
 FP0167_MARKER: DB = BENCH MARK DISK
 FP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0167_STAMPING: 2008.164 G 34 1933
 FP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0167+STABILITY: SURFACE MOTION
 FP0167
 FP0167  HISTORY     - Date     Condition        Report By
 FP0167  HISTORY     - 1933     MONUMENTED       CGS
 FP0167  HISTORY     - 1934     GOOD             NGS
 FP0167  HISTORY     - 1977     MARK NOT FOUND   USGS
 FP0167
 FP0167                          STATION DESCRIPTION
 FP0167
 FP0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0167'4.1 MI SE FROM GANADO.
 FP0167'4.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0167'OFFICE AT GANADO, APACHE COUNTY, 600 FEET NORTHEAST OF A LONG WOODEN
 FP0167'BRIDGE, AT THE CROSSING OF A ROW OF POLES, 31 FEET EAST OF THE
 FP0167'CENTERLINE OF THE ROAD, 4 FEET EAST OF A POLE, AND 2 FEET LOWER THAN
 FP0167'THE ROAD.  A STANDARD DISK, ERRONEOUSLY STAMPED 2008.164 G 34 1933 AND
 FP0167'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 FP0167
 FP0167                          STATION RECOVERY (1977)
 FP0167
 FP0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0132 ***********************************************************************
 FR0132  DESIGNATION -  G 340
 FR0132  PID         -  FR0132
 FR0132  STATE/COUNTY-  AZ/COCONINO
 FR0132  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0132
 FR0132                         *CURRENT SURVEY CONTROL
 FR0132  ___________________________________________________________________
 FR0132* NAD 83(1986)-  35 13 13.     (N)    112 17 58.     (W)     SCALED    
 FR0132* NAVD 88     -      1971.398  (meters)    6467.83   (feet)  ADJUSTED  
 FR0132  ___________________________________________________________________
 FR0132  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 FR0132  DYNAMIC HT  -        1968.655 (meters)    6458.83  (feet)  COMP
 FR0132  MODELED GRAV-     979,171.7   (mgal)                       NAVD 88
 FR0132
 FR0132  VERT ORDER  -  SECOND    CLASS 0
 FR0132
 FR0132.The horizontal coordinates were scaled from a topographic map and have
 FR0132.an estimated accuracy of +/- 6 seconds.
 FR0132
 FR0132.The orthometric height was determined by differential leveling
 FR0132.and adjusted in June 1991.
 FR0132
 FR0132.The geoid height was determined by GEOID03.
 FR0132
 FR0132.The dynamic height is computed by dividing the NAVD 88
 FR0132.geopotential number by the normal gravity value computed on the
 FR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0132.degrees latitude (g = 980.6199 gals.).
 FR0132
 FR0132.The modeled gravity was interpolated from observed gravity values.
 FR0132
 FR0132;                    North         East    Units  Estimated Accuracy
 FR0132;SPC AZ C     -   468,080.      178,510.      MT  (+/- 180 meters Scaled)
 FR0132
 FR0132                          SUPERSEDED SURVEY CONTROL
 FR0132
 FR0132  NGVD 29 (??/??/92) 1970.441  (m)         6464.69   (f) ADJ UNCH    2 0
 FR0132
 FR0132.Superseded values are not recommended for survey control.
 FR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0132.See file dsdata.txt to determine how the superseded data were derived.
 FR0132
 FR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD817982(NAD 83)
 FR0132_MARKER: DB = BENCH MARK DISK
 FR0132_SETTING: 80 = SET IN A BOULDER
 FR0132_SP_SET: BOULDER
 FR0132_STAMPING: G 340 1958
 FR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0132+STABILITY: SURFACE MOTION
 FR0132
 FR0132  HISTORY     - Date     Condition        Report By
 FR0132  HISTORY     - 1958     MONUMENTED       CGS
 FR0132  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0132
 FR0132                          STATION DESCRIPTION
 FR0132
 FR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0132'6.7 MI W FROM WILLIAMS.
 FR0132'ONE BLOCK NORTH OF THE POST OFFICE IN WILLIAMS, THENCE 7.1 MILES WEST
 FR0132'ALONG U.S. HIGHWAYS 66 AND 89, 0.4 MILE WEST OF MILE POST 176, 30 FEET
 FR0132'NORTH OF THE HIGHWAY, 2 FEET NORTHEAST OF A WITNESS POST, SET IN A
 FR0132'DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 FR0132
 FR0132                          STATION RECOVERY (1974)
 FR0132
 FR0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0005 ***********************************************************************
 CH0005  DESIGNATION -  G 340
 CH0005  PID         -  CH0005
 CH0005  STATE/COUNTY-  AZ/PIMA
 CH0005  USGS QUAD   -  BAILEY PEAK (1988)
 CH0005
 CH0005                         *CURRENT SURVEY CONTROL
 CH0005  ___________________________________________________________________
 CH0005* NAD 83(1986)-  31 48 07.     (N)    112 27 17.     (W)     SCALED    
 CH0005* NAVD 88     -       528.45   (+/-2cm)    1733.8    (feet)  VERTCON   
 CH0005  ___________________________________________________________________
 CH0005  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CH0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0005
 CH0005.The horizontal coordinates were scaled from a topographic map and have
 CH0005.an estimated accuracy of +/- 6 seconds.
 CH0005
 CH0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0005.The vertical order pertains to the NGVD 29 superseded value.
 CH0005
 CH0005.The geoid height was determined by GEOID03.
 CH0005
 CH0005;                    North         East    Units  Estimated Accuracy
 CH0005;SPC AZ C     -    89,030.      162,410.      MT  (+/- 180 meters Scaled)
 CH0005
 CH0005                          SUPERSEDED SURVEY CONTROL
 CH0005
 CH0005  NGVD 29 (??/??/92)  527.749  (m)         1731.46   (f) ADJ UNCH    2 0
 CH0005
 CH0005.Superseded values are not recommended for survey control.
 CH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0005.See file dsdata.txt to determine how the superseded data were derived.
 CH0005
 CH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA622194(NAD 83)
 CH0005_MARKER: DB = BENCH MARK DISK
 CH0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0005_SP_SET: FOUNDATION
 CH0005_STAMPING: G 340 1961
 CH0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0005
 CH0005  HISTORY     - Date     Condition        Report By
 CH0005  HISTORY     - 1961     MONUMENTED       CGS
 CH0005
 CH0005                          STATION DESCRIPTION
 CH0005
 CH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0005'7.75 MI E FROM MENAGERS.
 CH0005'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0005'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0005'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0005'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0005'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0005'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 4.75 MILES EAST
 CH0005'ALONG A TRAIL ROAD TO A WINDMILL AND A WATER TANK. 2.7 MILES EAST OF A
 CH0005'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0005'NUMBERED 55, 1.3 MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0005'WHICH PROJECTS 16 FEET AND IS NUMBERED 56, SET IN THE CENTER OF THE
 CH0005'TOP OF THE CONCRETE FOUNDATION SUPPORTING THE FOUR LEGS OF THE
 CH0005'WINDMILL, 20 1/2 FEET NORTH OF THE NORTH SIDE OF THE METAL WATER TANK,
 CH0005'1.5 FEET EAST OF A 6-INCH WELL CASING, AND FLUSH WITH THE CONCRETE
 CH0005'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0133 ***********************************************************************
 FR0133  DESIGNATION -  G 340 RESET
 FR0133  PID         -  FR0133
 FR0133  STATE/COUNTY-  AZ/COCONINO
 FR0133  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0133
 FR0133                         *CURRENT SURVEY CONTROL
 FR0133  ___________________________________________________________________
 FR0133* NAD 83(1986)-  35 13 12.     (N)    112 18 06.     (W)     SCALED    
 FR0133* NAVD 88     -      1968.900  (meters)    6459.63   (feet)  ADJUSTED  
 FR0133  ___________________________________________________________________
 FR0133  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 FR0133  DYNAMIC HT  -        1966.160 (meters)    6450.64  (feet)  COMP
 FR0133  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 FR0133
 FR0133  VERT ORDER  -  FIRST     CLASS II
 FR0133
 FR0133.The horizontal coordinates were scaled from a topographic map and have
 FR0133.an estimated accuracy of +/- 6 seconds.
 FR0133
 FR0133.The orthometric height was determined by differential leveling
 FR0133.and adjusted in June 1991.
 FR0133
 FR0133.The geoid height was determined by GEOID03.
 FR0133
 FR0133.The dynamic height is computed by dividing the NAVD 88
 FR0133.geopotential number by the normal gravity value computed on the
 FR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0133.degrees latitude (g = 980.6199 gals.).
 FR0133
 FR0133.The modeled gravity was interpolated from observed gravity values.
 FR0133
 FR0133;                    North         East    Units  Estimated Accuracy
 FR0133;SPC AZ C     -   468,050.      178,310.      MT  (+/- 180 meters Scaled)
 FR0133
 FR0133                          SUPERSEDED SURVEY CONTROL
 FR0133
 FR0133  NGVD 29 (??/??/??) 1967.94   (m)         6456.5    (f) RESET       3  
 FR0133
 FR0133.Superseded values are not recommended for survey control.
 FR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0133.See file dsdata.txt to determine how the superseded data were derived.
 FR0133
 FR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD815982(NAD 83)
 FR0133_MARKER: DB = BENCH MARK DISK
 FR0133_SETTING: 80 = SET IN A BOULDER
 FR0133_SP_SET: BOULDER
 FR0133_STAMPING: G 340 1958 RESET 1965
 FR0133_MARK LOGO: CGS   
 FR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0133+STABILITY: SURFACE MOTION
 FR0133
 FR0133  HISTORY     - Date     Condition        Report By
 FR0133  HISTORY     - 1965     MONUMENTED       CGS
 FR0133  HISTORY     - 1982     GOOD             NGS
 FR0133
 FR0133                          STATION DESCRIPTION
 FR0133
 FR0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FR0133'7.3 MI W FROM WILLIAMS.
 FR0133'FROM THE POST OFFICE IN WILLIAMS, DRIVE NORTH ONE BLOCK THEN WESTERLY
 FR0133'ON U. S. 66 FOR 7.3 MILES AND TO THE STATION SET IN THE MEDIAN STRIP,
 FR0133'0.5 MILES WEST ALONG U. S. 66 (I-40) FROM MILE POST 176, 4 FEET
 FR0133'SOUTHEAST OF A USC AND GS WITNESS POST AND SET IN THE TOP OF A 6 X 6
 FR0133'FT. VOLCANIC BOULDER PROJECTING 3 FEET ABOVE THE NATURAL GROUND.
 FR0133
 FR0133                          STATION RECOVERY (1982)
 FR0133
 FR0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0133'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0133'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.5 KM (5.9 MI) WEST
 FR0133'ALONG INTERSTATE HIGHWAY 40, 0.6 KM (0.4 MI) EAST OF MILEPOST 156, IN
 FR0133'TOP OF A 6 BY 6 FOOT VOLCANIC BOULDER PROJECTING 3 FEET ABOVE THE
 FR0133'GROUND, LOCATED BETWEEN THE HIGHWAY LANES AT THE BASE OF A FILL AND 20
 FR0133'FEET BELOW THE WEST BOUND LANES, IN A GROUP OF PINE TREES, 109.5
 FR0133'METERS (360 FT) EAST OF THE CENTERLINE OF A STEEP CROSSOVER ROAD, 82.2
 FR0133'METERS (270 FT) EAST OF THE WEST END OF A STEEL GUARDRAIL, 32 METERS
 FR0133'(105 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 82.2
 FR0133'METERS (270 FT) WEST OF THE WEST END OF A DOUBLE 10 BY 10 FOOT BOX
 FR0133'CULVERT.
 FR0133'THE MARK IS 3 M BELOW THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0276 ***********************************************************************
 FQ0276  DESIGNATION -  G 341
 FQ0276  PID         -  FQ0276
 FQ0276  STATE/COUNTY-  AZ/COCONINO
 FQ0276  USGS QUAD   -  PARKS (1974)
 FQ0276
 FQ0276                         *CURRENT SURVEY CONTROL
 FQ0276  ___________________________________________________________________
 FQ0276* NAD 83(1986)-  35 15 39.     (N)    111 58 48.     (W)     SCALED    
 FQ0276* NAVD 88     -      2156.053  (meters)    7073.65   (feet)  ADJUSTED  
 FQ0276  ___________________________________________________________________
 FQ0276  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0276  DYNAMIC HT  -        2152.972 (meters)    7063.54  (feet)  COMP
 FQ0276  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 FQ0276
 FQ0276  VERT ORDER  -  FIRST     CLASS II
 FQ0276
 FQ0276.The horizontal coordinates were scaled from a topographic map and have
 FQ0276.an estimated accuracy of +/- 6 seconds.
 FQ0276
 FQ0276.The orthometric height was determined by differential leveling
 FQ0276.and adjusted in June 1991.
 FQ0276
 FQ0276.The geoid height was determined by GEOID03.
 FQ0276
 FQ0276.The dynamic height is computed by dividing the NAVD 88
 FQ0276.geopotential number by the normal gravity value computed on the
 FQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0276.degrees latitude (g = 980.6199 gals.).
 FQ0276
 FQ0276.The modeled gravity was interpolated from observed gravity values.
 FQ0276
 FQ0276;                    North         East    Units  Estimated Accuracy
 FQ0276;SPC AZ C     -   472,510.      207,600.      MT  (+/- 180 meters Scaled)
 FQ0276
 FQ0276                          SUPERSEDED SURVEY CONTROL
 FQ0276
 FQ0276  NGVD 29 (??/??/92) 2155.022  (m)         7070.27   (f) ADJ UNCH    1 2
 FQ0276
 FQ0276.Superseded values are not recommended for survey control.
 FQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0276.See file dsdata.txt to determine how the superseded data were derived.
 FQ0276
 FQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE108024(NAD 83)
 FQ0276_MARKER: DB = BENCH MARK DISK
 FQ0276_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0276_SP_SET: BEDROCK
 FQ0276_STAMPING: G 341
 FQ0276_MARK LOGO: CGS   
 FQ0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0276+STABILITY: POSITION/ELEVATION WELL
 FQ0276
 FQ0276  HISTORY     - Date     Condition        Report By
 FQ0276  HISTORY     - UNK      MONUMENTED       CGS
 FQ0276  HISTORY     - 1958     GOOD             NGS
 FQ0276  HISTORY     - 1982     GOOD             NGS
 FQ0276
 FQ0276                          STATION DESCRIPTION
 FQ0276
 FQ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0276'11.7 MI E FROM WILLIAMS.
 FQ0276'12.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0276'WILLIAMS, 0.1 MILE EAST OF MILEPOST 195, 51.6 FEET SOUTH OF THE
 FQ0276'HIGHWAY, 2.8 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE
 FQ0276'IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0276
 FQ0276                          STATION RECOVERY (1982)
 FQ0276
 FQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0276'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FQ0276'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FQ0276'ALONG INTERSTATE HIGHWAY 40, THENCE 7.2 KM (4.5 MI) EAST ALONG PARKS
 FQ0276'ROAD, IN TOP OF A 3 BY 4 FOOT EXPOSSED PORTION OF OUTCROP FLUSH WITH
 FQ0276'THE GROUND, 0.5 KM (0.3 MI) WEST OF ROAD 781 LEADING SOUTH, 30.4
 FQ0276'METERS (100 FT) WEST-SOUTHWEST OF A CLUMP OF LOW OAK TREES, 41.1
 FQ0276'METERS (135 FT) SOUTH OF AND ACROSS THE ROAD FROM CABLE POLE 7, 15.8
 FQ0276'METERS (52 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.0 METERS (23 FT)
 FQ0276'EAST OF A 18-INCH PINE TREE, 6 METERS (20 FT) WEST OF A 18-INCH PINE
 FQ0276'TREE.
 FQ0276'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 FQ0276'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0019 ***********************************************************************
 CH0019  DESIGNATION -  G 341
 CH0019  PID         -  CH0019
 CH0019  STATE/COUNTY-  AZ/PIMA
 CH0019  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0019
 CH0019                         *CURRENT SURVEY CONTROL
 CH0019  ___________________________________________________________________
 CH0019* NAD 83(1986)-  31 47 40.     (N)    112 17 04.     (W)     SCALED    
 CH0019* NAVD 88     -       542.71   (+/-2cm)    1780.5    (feet)  VERTCON   
 CH0019  ___________________________________________________________________
 CH0019  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CH0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0019
 CH0019.The horizontal coordinates were scaled from a topographic map and have
 CH0019.an estimated accuracy of +/- 6 seconds.
 CH0019
 CH0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0019.The vertical order pertains to the NGVD 29 superseded value.
 CH0019
 CH0019.The geoid height was determined by GEOID03.
 CH0019
 CH0019;                    North         East    Units  Estimated Accuracy
 CH0019;SPC AZ C     -    88,140.      178,530.      MT  (+/- 180 meters Scaled)
 CH0019
 CH0019                          SUPERSEDED SURVEY CONTROL
 CH0019
 CH0019  NGVD 29 (??/??/92)  542.025  (m)         1778.29   (f) ADJ UNCH    2 0
 CH0019
 CH0019.Superseded values are not recommended for survey control.
 CH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0019.See file dsdata.txt to determine how the superseded data were derived.
 CH0019
 CH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA784183(NAD 83)
 CH0019_MARKER: DB = BENCH MARK DISK
 CH0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0019_STAMPING: G 341 1961
 CH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0019+STABILITY: SURFACE MOTION
 CH0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0019+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2007
 CH0019
 CH0019  HISTORY     - Date     Condition        Report By
 CH0019  HISTORY     - 1961     MONUMENTED       CGS
 CH0019  HISTORY     - 20070425 GOOD             TOHONO
 CH0019
 CH0019                          STATION DESCRIPTION
 CH0019
 CH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0019'1.45 MI NE FROM PAPAGO FARMS.
 CH0019'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0019'PAPAGO FARMS.  THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD.  0.5
 CH0019'MILE EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0019'FEET AND IS NUMBERED 67, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CH0019'10 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 CH0019'POLES, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0019'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CH0019
 CH0019                          STATION RECOVERY (2007)
 CH0019
 CH0019'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 CH0019'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0217 ***********************************************************************
 FQ0217  DESIGNATION -  G 342
 FQ0217  PID         -  FQ0217
 FQ0217  STATE/COUNTY-  AZ/COCONINO
 FQ0217  USGS QUAD   -  METEOR CRATER (1983)
 FQ0217
 FQ0217                         *CURRENT SURVEY CONTROL
 FQ0217  ___________________________________________________________________
 FQ0217* NAD 83(1986)-  35 06 47.     (N)    111 04 00.     (W)     SCALED    
 FQ0217* NAVD 88     -      1647.714  (meters)    5405.88   (feet)  ADJUSTED  
 FQ0217  ___________________________________________________________________
 FQ0217  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0217  DYNAMIC HT  -        1645.480 (meters)    5398.55  (feet)  COMP
 FQ0217  MODELED GRAV-     979,220.2   (mgal)                       NAVD 88
 FQ0217
 FQ0217  VERT ORDER  -  FIRST     CLASS II
 FQ0217
 FQ0217.The horizontal coordinates were scaled from a topographic map and have
 FQ0217.an estimated accuracy of +/- 6 seconds.
 FQ0217
 FQ0217.The orthometric height was determined by differential leveling
 FQ0217.and adjusted in June 1991.
 FQ0217
 FQ0217.The geoid height was determined by GEOID03.
 FQ0217
 FQ0217.The dynamic height is computed by dividing the NAVD 88
 FQ0217.geopotential number by the normal gravity value computed on the
 FQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0217.degrees latitude (g = 980.6199 gals.).
 FQ0217
 FQ0217.The modeled gravity was interpolated from observed gravity values.
 FQ0217
 FQ0217;                    North         East    Units  Estimated Accuracy
 FQ0217;SPC AZ C     -   456,450.      290,840.      MT  (+/- 180 meters Scaled)
 FQ0217
 FQ0217                          SUPERSEDED SURVEY CONTROL
 FQ0217
 FQ0217  NGVD 29 (??/??/92) 1646.842  (m)         5403.01   (f) ADJ UNCH    1 2
 FQ0217
 FQ0217.Superseded values are not recommended for survey control.
 FQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0217.See file dsdata.txt to determine how the superseded data were derived.
 FQ0217
 FQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD939855(NAD 83)
 FQ0217_MARKER: DB = BENCH MARK DISK
 FQ0217_SETTING: 80 = SET IN A BOULDER
 FQ0217_SP_SET: BOULDER
 FQ0217_STAMPING: G 342 1958
 FQ0217_MARK LOGO: CGS   
 FQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0217+STABILITY: SURFACE MOTION
 FQ0217
 FQ0217  HISTORY     - Date     Condition        Report By
 FQ0217  HISTORY     - 1958     MONUMENTED       CGS
 FQ0217  HISTORY     - 1983     GOOD             NGS
 FQ0217
 FQ0217                          STATION DESCRIPTION
 FQ0217
 FQ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0217'22.0 MI W FROM WINSLOW.
 FQ0217'22.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0217'0.2 MILE EAST OF MILEPOST 251, 102 FEET SOUTH OF THE FENCE, 95 FEET
 FQ0217'EAST OF A NORTH-SOUTH FENCE, 19 FEET NORTHWEST OF THE WITNESS POST,
 FQ0217'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS 12 BY 4 FEET AND
 FQ0217'PROJECTS 2 FEET.
 FQ0217
 FQ0217                          STATION RECOVERY (1983)
 FQ0217
 FQ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0217'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  35.5 KM (22.05
 FQ0217'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0217'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) WEST OF MILEPOST 232, IN THE
 FQ0217'CENTER OF THE WESTERN 1/2 OF A 5 BY 12 FT EXPOSED AREA OF OUTCROPPING
 FQ0217'BEDROCK, 67.1 METERS (220.1 FT) SOUTH OF THE CENTERLINE OF THE EAST
 FQ0217'BOUND LANES OF THE HIGHWAY, 31.1 METERS (102.1 FT) SOUTH OF A FENCE
 FQ0217'AND 29.0 METERS (95.1 FT) EAST OF A FENCE.
 FQ0217'THE MARK IS 5.8 METERS  NW FROM A WITNESS POST.
 FQ0217'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0032 ***********************************************************************
 CH0032  DESIGNATION -  G 342
 CH0032  PID         -  CH0032
 CH0032  STATE/COUNTY-  AZ/PIMA
 CH0032  USGS QUAD   -  CHUKUT KUK (1988)
 CH0032
 CH0032                         *CURRENT SURVEY CONTROL
 CH0032  ___________________________________________________________________
 CH0032* NAD 83(1986)-  31 45 28.     (N)    112 06 05.     (W)     SCALED    
 CH0032* NAVD 88     -       625.43   (+/-2cm)    2051.9    (feet)  VERTCON   
 CH0032  ___________________________________________________________________
 CH0032  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0032
 CH0032.The horizontal coordinates were scaled from a topographic map and have
 CH0032.an estimated accuracy of +/- 6 seconds.
 CH0032
 CH0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0032.The vertical order pertains to the NGVD 29 superseded value.
 CH0032
 CH0032.The geoid height was determined by GEOID03.
 CH0032
 CH0032;                    North         East    Units  Estimated Accuracy
 CH0032;SPC AZ C     -    84,030.      195,860.      MT  (+/- 180 meters Scaled)
 CH0032
 CH0032                          SUPERSEDED SURVEY CONTROL
 CH0032
 CH0032  NGVD 29 (??/??/92)  624.735  (m)         2049.65   (f) ADJ UNCH    2 0
 CH0032
 CH0032.Superseded values are not recommended for survey control.
 CH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0032.See file dsdata.txt to determine how the superseded data were derived.
 CH0032
 CH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA956141(NAD 83)
 CH0032_MARKER: DB = BENCH MARK DISK
 CH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0032_STAMPING: G 342 1961
 CH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0032+STABILITY: SURFACE MOTION
 CH0032
 CH0032  HISTORY     - Date     Condition        Report By
 CH0032  HISTORY     - 1961     MONUMENTED       CGS
 CH0032
 CH0032                          STATION DESCRIPTION
 CH0032
 CH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0032'8.95 MI SE FROM KOTS KUG.
 CH0032'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0032'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0032'EAST ALONG A GRADED DIRT ROAD.  THENCE 6.0 MILES SOUTHEAST ALONG A
 CH0032'TRAIL ROAD, 2.5 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0032'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 69, 25 1/2 FEET SOUTHWEST
 CH0032'OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 CH0032'POST, 1.0 MILES NORTHWEST OF A WINDMILL AND LARGE METAL WATER TANK,
 CH0032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0161 ***********************************************************************
 DV0161  DESIGNATION -  G 343
 DV0161  PID         -  DV0161
 DV0161  STATE/COUNTY-  AZ/MARICOPA
 DV0161  USGS QUAD   -  NEW RIVER (1981)
 DV0161
 DV0161                         *CURRENT SURVEY CONTROL
 DV0161  ___________________________________________________________________
 DV0161* NAD 83(1986)-  33 58 03.     (N)    112 07 38.     (W)     SCALED    
 DV0161* NAVD 88     -       687.84   (+/-2cm)    2256.7    (feet)  VERTCON   
 DV0161  ___________________________________________________________________
 DV0161  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DV0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0161
 DV0161.The horizontal coordinates were scaled from a topographic map and have
 DV0161.an estimated accuracy of +/- 6 seconds.
 DV0161
 DV0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0161.The vertical order pertains to the NGVD 29 superseded value.
 DV0161
 DV0161.The geoid height was determined by GEOID03.
 DV0161
 DV0161;                    North         East    Units  Estimated Accuracy
 DV0161;SPC AZ C     -   329,070.      193,900.      MT  (+/- 180 meters Scaled)
 DV0161
 DV0161                          SUPERSEDED SURVEY CONTROL
 DV0161
 DV0161  NGVD 29 (??/??/92)  687.222  (m)         2254.66   (f) ADJ UNCH    2 0
 DV0161
 DV0161.Superseded values are not recommended for survey control.
 DV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0161.See file dsdata.txt to determine how the superseded data were derived.
 DV0161
 DV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC958591(NAD 83)
 DV0161_MARKER: DB = BENCH MARK DISK
 DV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0161_STAMPING: G 343 1958
 DV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0161+STABILITY: SURFACE MOTION
 DV0161
 DV0161  HISTORY     - Date     Condition        Report By
 DV0161  HISTORY     - 1958     MONUMENTED       CGS
 DV0161  HISTORY     - 1959     GOOD             NGS
 DV0161
 DV0161                          STATION DESCRIPTION
 DV0161
 DV0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0161'7.5 MI S FROM BLACK CANYON.
 DV0161'7.5 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0161'CANYON, ABOUT 100 FEET NORTH OF A CATTLE GUARD, 87 FEET EAST OF THE
 DV0161'CENTER OF THE HIGHWAY, 59 FEET EAST OF MILEPOST NUMBER 236, 29 FEET
 DV0161'WEST OF A DIRT ROAD, 1.6 FEET EAST OF THE FENCE, 3 FEET NORTH OF THE
 DV0161'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0907 ***********************************************************************
 DA0907  DESIGNATION -  G 344
 DA0907  PID         -  DA0907
 DA0907  STATE/COUNTY-  AZ/PIMA
 DA0907  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0907
 DA0907                         *CURRENT SURVEY CONTROL
 DA0907  ___________________________________________________________________
 DA0907* NAD 83(1986)-  32 05 18.     (N)    113 15 55.     (W)     SCALED    
 DA0907* NAVD 88     -       301.87   (+/-2cm)     990.4    (feet)  VERTCON   
 DA0907  ___________________________________________________________________
 DA0907  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DA0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0907
 DA0907.The horizontal coordinates were scaled from a topographic map and have
 DA0907.an estimated accuracy of +/- 6 seconds.
 DA0907
 DA0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0907.The vertical order pertains to the NGVD 29 superseded value.
 DA0907
 DA0907.The geoid height was determined by GEOID03.
 DA0907
 DA0907;                    North         East    Units  Estimated Accuracy
 DA0907;SPC AZ C     -   121,460.       86,060.      MT  (+/- 180 meters Scaled)
 DA0907
 DA0907                          SUPERSEDED SURVEY CONTROL
 DA0907
 DA0907  NGVD 29 (??/??/92)  301.189  (m)          988.15   (f) ADJ UNCH    2 0
 DA0907
 DA0907.Superseded values are not recommended for survey control.
 DA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0907.See file dsdata.txt to determine how the superseded data were derived.
 DA0907
 DA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA862524(NAD 83)
 DA0907_MARKER: DB = BENCH MARK DISK
 DA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0907_STAMPING: G 344 1961
 DA0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0907+STABILITY: SURFACE MOTION
 DA0907
 DA0907  HISTORY     - Date     Condition        Report By
 DA0907  HISTORY     - 1961     MONUMENTED       CGS
 DA0907  HISTORY     - 1962     GOOD             NGS
 DA0907
 DA0907                          STATION DESCRIPTION
 DA0907
 DA0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0907'40.8 MI SW FROM AJO.
 DA0907'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0907'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0907'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHEAST ALONG AN OILED ROAD.
 DA0907'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0907'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0907'ALONG A TRAIL ROAD.  THENCE 6.9 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0907'ROAD, 0.45 MILE EAST-SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0907'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 32, 21 FEET NORTHEAST OF
 DA0907'THE CENTER LINE OF THE TRAIL ROAD, 2.3 FEET SOUTHEAST OF A METAL
 DA0907'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0907'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0595 ***********************************************************************
 ES0595  DESIGNATION -  G 344
 ES0595  PID         -  ES0595
 ES0595  STATE/COUNTY-  AZ/YAVAPAI
 ES0595  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0595
 ES0595                         *CURRENT SURVEY CONTROL
 ES0595  ___________________________________________________________________
 ES0595* NAD 83(1986)-  34 31 45.     (N)    111 56 57.     (W)     SCALED    
 ES0595* NAVD 88     -      1370.75   (+/-2cm)    4497.2    (feet)  VERTCON   
 ES0595  ___________________________________________________________________
 ES0595  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0595
 ES0595.The horizontal coordinates were scaled from a topographic map and have
 ES0595.an estimated accuracy of +/- 6 seconds.
 ES0595
 ES0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0595.The vertical order pertains to the NGVD 29 superseded value.
 ES0595
 ES0595.The geoid height was determined by GEOID03.
 ES0595
 ES0595;                    North         East    Units  Estimated Accuracy
 ES0595;SPC AZ C     -   391,350.      210,380.      MT  (+/- 180 meters Scaled)
 ES0595
 ES0595                          SUPERSEDED SURVEY CONTROL
 ES0595
 ES0595  NGVD 29 (??/??/92) 1369.938  (m)         4494.54   (f) ADJ UNCH    2 0
 ES0595
 ES0595.Superseded values are not recommended for survey control.
 ES0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0595.See file dsdata.txt to determine how the superseded data were derived.
 ES0595
 ES0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD128212(NAD 83)
 ES0595_MARKER: DB = BENCH MARK DISK
 ES0595_SETTING: 80 = SET IN A BOULDER
 ES0595_SP_SET: BOULDER
 ES0595_STAMPING: G 344 1959
 ES0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0595+STABILITY: SURFACE MOTION
 ES0595
 ES0595  HISTORY     - Date     Condition        Report By
 ES0595  HISTORY     - 1959     MONUMENTED       CGS
 ES0595
 ES0595                          STATION DESCRIPTION
 ES0595
 ES0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0595'6.8 MI SE FROM CAMP VERDE.
 ES0595'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0595'OFFICE IN CAMP VERDE, THENCE 3.8 MILES SOUTH ALONG STATE HIGHWAY 79,
 ES0595'0.4 MILE SOUTH OF MILEPOST 282, 56 FEET SOUTHEAST OF THE HIGHWAY, 12
 ES0595'FEET SOUTHEAST OF THE FENCE, CEMENTED IN A DRILL HOLE IN A LARGE
 ES0595'BOULDER THAT PROJECTS 7 FEET ON THE NORTH AND IS JUST NORTHEAST OF A
 ES0595'LARGE HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0882 ***********************************************************************
 DA0882  DESIGNATION -  G 345
 DA0882  PID         -  DA0882
 DA0882  STATE/COUNTY-  AZ/PIMA
 DA0882  USGS QUAD   -  NORTH OF AGUA DULCE (1990)
 DA0882
 DA0882                         *CURRENT SURVEY CONTROL
 DA0882  ___________________________________________________________________
 DA0882* NAD 83(1986)-  32 13 20.     (N)    113 07 33.     (W)     SCALED    
 DA0882* NAVD 88     -       301.49   (+/-2cm)     989.1    (feet)  VERTCON   
 DA0882  ___________________________________________________________________
 DA0882  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DA0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0882
 DA0882.The horizontal coordinates were scaled from a topographic map and have
 DA0882.an estimated accuracy of +/- 6 seconds.
 DA0882
 DA0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0882.The vertical order pertains to the NGVD 29 superseded value.
 DA0882
 DA0882.The geoid height was determined by GEOID03.
 DA0882
 DA0882;                    North         East    Units  Estimated Accuracy
 DA0882;SPC AZ C     -   136,150.       99,390.      MT  (+/- 180 meters Scaled)
 DA0882
 DA0882                          SUPERSEDED SURVEY CONTROL
 DA0882
 DA0882  NGVD 29 (??/??/92)  300.812  (m)          986.91   (f) ADJ UNCH    2 0
 DA0882
 DA0882.Superseded values are not recommended for survey control.
 DA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0882.See file dsdata.txt to determine how the superseded data were derived.
 DA0882
 DA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA996670(NAD 83)
 DA0882_MARKER: DB = BENCH MARK DISK
 DA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0882_STAMPING: G 345 1961
 DA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0882+STABILITY: SURFACE MOTION
 DA0882
 DA0882  HISTORY     - Date     Condition        Report By
 DA0882  HISTORY     - 1961     MONUMENTED       CGS
 DA0882  HISTORY     - 1962     GOOD             NGS
 DA0882
 DA0882                          STATION DESCRIPTION
 DA0882
 DA0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0882'32.15 MI SW FROM AJO.
 DA0882'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0882'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0882'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0882'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0882'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0882'ALONG A TRAIL ROAD.  THENCE 8.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0882'0.5 MILE EAST-SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0882'WHICH PROJECTS 16 FEET AND IS NUMBERED 47, 3.0 MILES NORTHWEST OF A
 DA0882'BOUNDARY FENCE CORNER OF THE CABEZA PRIETA GAME REFUGE, 29 FEET
 DA0882'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF A
 DA0882'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0882'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0518 ***********************************************************************
 ES0518  DESIGNATION -  G 345
 ES0518  PID         -  ES0518
 ES0518  STATE/COUNTY-  AZ/COCONINO
 ES0518  USGS QUAD   -  MUNDS PARK (1974)
 ES0518
 ES0518                         *CURRENT SURVEY CONTROL
 ES0518  ___________________________________________________________________
 ES0518* NAD 83(1986)-  34 59 00.     (N)    111 41 08.     (W)     SCALED    
 ES0518* NAVD 88     -      2038.213  (meters)    6687.04   (feet)  ADJUSTED  
 ES0518  ___________________________________________________________________
 ES0518  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0518  DYNAMIC HT  -        2035.341 (meters)    6677.61  (feet)  COMP
 ES0518  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 ES0518
 ES0518  VERT ORDER  -  SECOND    CLASS 0
 ES0518
 ES0518.The horizontal coordinates were scaled from a topographic map and have
 ES0518.an estimated accuracy of +/- 6 seconds.
 ES0518
 ES0518.The orthometric height was determined by differential leveling
 ES0518.and adjusted in June 1991.
 ES0518
 ES0518.The geoid height was determined by GEOID03.
 ES0518
 ES0518.The dynamic height is computed by dividing the NAVD 88
 ES0518.geopotential number by the normal gravity value computed on the
 ES0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0518.degrees latitude (g = 980.6199 gals.).
 ES0518
 ES0518.The modeled gravity was interpolated from observed gravity values.
 ES0518
 ES0518;                    North         East    Units  Estimated Accuracy
 ES0518;SPC AZ C     -   441,750.      234,460.      MT  (+/- 180 meters Scaled)
 ES0518
 ES0518                          SUPERSEDED SURVEY CONTROL
 ES0518
 ES0518  NGVD 29 (??/??/92) 2037.242  (m)         6683.85   (f) ADJ UNCH    2 0
 ES0518
 ES0518.Superseded values are not recommended for survey control.
 ES0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0518.See file dsdata.txt to determine how the superseded data were derived.
 ES0518
 ES0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD374714(NAD 83)
 ES0518_MARKER: DB = BENCH MARK DISK
 ES0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0518_STAMPING: G 345 1959
 ES0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0518+STABILITY: SURFACE MOTION
 ES0518
 ES0518  HISTORY     - Date     Condition        Report By
 ES0518  HISTORY     - 1959     MONUMENTED       CGS
 ES0518
 ES0518                          STATION DESCRIPTION
 ES0518
 ES0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0518'14.4 MI S FROM FLAGSTAFF.
 ES0518'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0518'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0518'THENCE 13.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT MIDWAY
 ES0518'BETWEEN TWO CULVERTS, 151.4 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ES0518'30.8 FEET NORTHEAST OF A LARGE PINE TREE THAT IS BY ITSELF, 3.1 FEET
 ES0518'WEST OF THE FENCE, 3 FEET WEST OF THE WITNESS POST, SET IN THE TOP OF
 ES0518'A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1012 ***********************************************************************
 DA1012  DESIGNATION -  G 346
 DA1012  PID         -  DA1012
 DA1012  STATE/COUNTY-  AZ/YUMA
 DA1012  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1012
 DA1012                         *CURRENT SURVEY CONTROL
 DA1012  ___________________________________________________________________
 DA1012* NAD 83(1986)-  32 05 50.     (N)    113 31 05.     (W)     SCALED    
 DA1012* NAVD 88     -       250.92   (+/-2cm)     823.2    (feet)  VERTCON   
 DA1012  ___________________________________________________________________
 DA1012  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DA1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1012
 DA1012.The horizontal coordinates were scaled from a topographic map and have
 DA1012.an estimated accuracy of +/- 6 seconds.
 DA1012
 DA1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1012.The vertical order pertains to the NGVD 29 superseded value.
 DA1012
 DA1012.The geoid height was determined by GEOID03.
 DA1012
 DA1012;                    North         East    Units  Estimated Accuracy
 DA1012;SPC AZ W     -   121,670.      235,250.      MT  (+/- 180 meters Scaled)
 DA1012
 DA1012                          SUPERSEDED SURVEY CONTROL
 DA1012
 DA1012  NGVD 29 (??/??/92)  250.237  (m)          820.99   (f) ADJ UNCH    2 0
 DA1012
 DA1012.Superseded values are not recommended for survey control.
 DA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1012.See file dsdata.txt to determine how the superseded data were derived.
 DA1012
 DA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA623539(NAD 83)
 DA1012_MARKER: DB = BENCH MARK DISK
 DA1012_SETTING: 66 = SET IN ROCK OUTCROP
 DA1012_SP_SET: LAVA ROCK
 DA1012_STAMPING: G 346 1961
 DA1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1012+STABILITY: POSITION/ELEVATION WELL
 DA1012
 DA1012  HISTORY     - Date     Condition        Report By
 DA1012  HISTORY     - 1961     MONUMENTED       CGS
 DA1012  HISTORY     - 1962     GOOD             NGS
 DA1012
 DA1012                          STATION DESCRIPTION
 DA1012
 DA1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1012'17.8 MI SE FROM TULE WELL.
 DA1012'ABOUT 17.8 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1012'COMMISSION SHELTER AT TULE WELL.  5.6 MILES SOUTHEAST OF A 4X4-INCH
 DA1012'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1012'0.3 MILE WEST OF BORDER MONUMENT 181, 100 FEET SOUTH OF THE CENTER OF
 DA1012'THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING SOUTHEAST, ON
 DA1012'THE WEST EDGE OF A SMALL RIDGE, SET IN THE TOP OF A LARGE LAVA ROCK
 DA1012'WHICH IS FLUSH WITH THE GROUND, 175 FEET NORTH OF THE UNITED
 DA1012'STATES-MEXICO BORDER FENCE, 70 FEET SOUTHWEST OF THE CENTER LINE OF
 DA1012'THE TRAIL ROAD LEADING SOUTHEAST, 1 1/2 FEET NORTHEAST OF A CAIRN, AND
 DA1012'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0054 ***********************************************************************
 ES0054  DESIGNATION -  G 346
 ES0054  PID         -  ES0054
 ES0054  STATE/COUNTY-  AZ/NAVAJO
 ES0054  USGS QUAD   -  APACHE BUTTE (1986)
 ES0054
 ES0054                         *CURRENT SURVEY CONTROL
 ES0054  ___________________________________________________________________
 ES0054* NAD 83(1986)-  34 57 44.     (N)    110 23 34.     (W)     SCALED    
 ES0054* NAVD 88     -      1513.378  (meters)    4965.14   (feet)  ADJUSTED  
 ES0054  ___________________________________________________________________
 ES0054  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0054  DYNAMIC HT  -        1511.351 (meters)    4958.49  (feet)  COMP
 ES0054  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 ES0054
 ES0054  VERT ORDER  -  FIRST     CLASS II
 ES0054
 ES0054.The horizontal coordinates were scaled from a topographic map and have
 ES0054.an estimated accuracy of +/- 6 seconds.
 ES0054
 ES0054.The orthometric height was determined by differential leveling
 ES0054.and adjusted in June 1991.
 ES0054
 ES0054.The geoid height was determined by GEOID03.
 ES0054
 ES0054.The dynamic height is computed by dividing the NAVD 88
 ES0054.geopotential number by the normal gravity value computed on the
 ES0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0054.degrees latitude (g = 980.6199 gals.).
 ES0054
 ES0054.The modeled gravity was interpolated from observed gravity values.
 ES0054
 ES0054;                    North         East    Units  Estimated Accuracy
 ES0054;SPC AZ E     -   439,410.      192,710.      MT  (+/- 180 meters Scaled)
 ES0054
 ES0054                          SUPERSEDED SURVEY CONTROL
 ES0054
 ES0054  NGVD 29 (??/??/92) 1512.605  (m)         4962.60   (f) ADJ UNCH    1 2
 ES0054
 ES0054.Superseded values are not recommended for survey control.
 ES0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0054.See file dsdata.txt to determine how the superseded data were derived.
 ES0054
 ES0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD554690(NAD 83)
 ES0054_MARKER: DB = BENCH MARK DISK
 ES0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0054_SP_SET: CULVERT
 ES0054_STAMPING: G 346 1959
 ES0054_MARK LOGO: CGS   
 ES0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0054
 ES0054  HISTORY     - Date     Condition        Report By
 ES0054  HISTORY     - 1959     MONUMENTED       CGS
 ES0054  HISTORY     - 1983     GOOD             NGS
 ES0054  HISTORY     - 20050525 MARK NOT FOUND   NGS
 ES0054
 ES0054                          STATION DESCRIPTION
 ES0054
 ES0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0054'3.4 MI W FROM JOSEPH CITY.
 ES0054'3.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0054'CITY, NAVAJO COUNTY, ABOUT 100 FEET EAST OF MILEPOST 292, 15 FEET
 ES0054'NORTH OF THE CENTER OF THE HIGHWAY, DIRECTLY NORTH OF A RAILROAD
 ES0054'TRESTLE, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL
 ES0054'OF A 8-FOOT CONCRETE CULVERT.
 ES0054
 ES0054                          STATION RECOVERY (1983)
 ES0054
 ES0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0054'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 ES0054'ADD 45.7 METERS (149.0 FT) SOUTH OF UTILITY POLE NUMBER 6.
 ES0054
 ES0054                          STATION RECOVERY (2005)
 ES0054
 ES0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0054'OLD US 66 IS NOW FRONTAGE ROAD FOR INTERSTATE 40.  A DISK SHAPED HOLE
 ES0054'WAS FOUND IN TOP OF CULVERT AT ASSUMED LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1000 ***********************************************************************
 DA1000  DESIGNATION -  G 347
 DA1000  PID         -  DA1000
 DA1000  STATE/COUNTY-  AZ/YUMA
 DA1000  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1000
 DA1000                         *CURRENT SURVEY CONTROL
 DA1000  ___________________________________________________________________
 DA1000* NAD 83(1986)-  32 09 29.     (N)    113 41 08.     (W)     SCALED    
 DA1000* NAVD 88     -       343.74   (+/-2cm)    1127.8    (feet)  VERTCON   
 DA1000  ___________________________________________________________________
 DA1000  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DA1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1000
 DA1000.The horizontal coordinates were scaled from a topographic map and have
 DA1000.an estimated accuracy of +/- 6 seconds.
 DA1000
 DA1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1000.The vertical order pertains to the NGVD 29 superseded value.
 DA1000
 DA1000.The geoid height was determined by GEOID03.
 DA1000
 DA1000;                    North         East    Units  Estimated Accuracy
 DA1000;SPC AZ W     -   128,400.      219,440.      MT  (+/- 180 meters Scaled)
 DA1000
 DA1000                          SUPERSEDED SURVEY CONTROL
 DA1000
 DA1000  NGVD 29 (??/??/92)  343.046  (m)         1125.48   (f) ADJ UNCH    2 0
 DA1000
 DA1000.Superseded values are not recommended for survey control.
 DA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1000.See file dsdata.txt to determine how the superseded data were derived.
 DA1000
 DA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA467611(NAD 83)
 DA1000_MARKER: DB = BENCH MARK DISK
 DA1000_SETTING: 66 = SET IN ROCK OUTCROP
 DA1000_SP_SET: ROCK OUTCROP
 DA1000_STAMPING: G 347 1961
 DA1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1000+STABILITY: POSITION/ELEVATION WELL
 DA1000
 DA1000  HISTORY     - Date     Condition        Report By
 DA1000  HISTORY     - 1961     MONUMENTED       CGS
 DA1000  HISTORY     - 1962     GOOD             NGS
 DA1000
 DA1000                          STATION DESCRIPTION
 DA1000
 DA1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1000'6.3 MI SE FROM TULE WELL.
 DA1000'ABOUT 6.3 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1000'COMMISSION SHELTER AT TULE WELL.  6.3 MILES SOUTHEAST OF A 4X4-INCH
 DA1000'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28,
 DA1000'5.9 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA1000'PROJECTS 16 FEET AND IS NUMBERED 29, AT THE NORTH END OF A ROCKY
 DA1000'RIDGE, 165 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE
 DA1000'TOP OF A ROCK OUTCROP WHICH IS ON THE NORTHEAST SIDE OF THE RIDGE AND
 DA1000'PROJECTS 2 1/2 FEET ABOVE THE GROUND, 18 FEET SOUTHEAST OF THE NORTH
 DA1000'END OF THE RIDGE, 13.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 DA1000'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0222 ***********************************************************************
 FP0222  DESIGNATION -  G 347
 FP0222  PID         -  FP0222
 FP0222  STATE/COUNTY-  AZ/APACHE
 FP0222  USGS QUAD   -  SANDERS (1971)
 FP0222
 FP0222                         *CURRENT SURVEY CONTROL
 FP0222  ___________________________________________________________________
 FP0222* NAD 83(1986)-  35 14 43.     (N)    109 17 33.     (W)     SCALED    
 FP0222* NAVD 88     -      1807.264  (meters)    5929.33   (feet)  ADJUSTED  
 FP0222  ___________________________________________________________________
 FP0222  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 FP0222  DYNAMIC HT  -        1804.743 (meters)    5921.06  (feet)  COMP
 FP0222  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 FP0222
 FP0222  VERT ORDER  -  FIRST     CLASS II
 FP0222
 FP0222.The horizontal coordinates were scaled from a topographic map and have
 FP0222.an estimated accuracy of +/- 6 seconds.
 FP0222
 FP0222.The orthometric height was determined by differential leveling
 FP0222.and adjusted in June 1991.
 FP0222.WARNING-Repeat measurements at this control monument indicate possible
 FP0222.vertical movement.
 FP0222
 FP0222.The geoid height was determined by GEOID03.
 FP0222
 FP0222.The dynamic height is computed by dividing the NAVD 88
 FP0222.geopotential number by the normal gravity value computed on the
 FP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0222.degrees latitude (g = 980.6199 gals.).
 FP0222
 FP0222.The modeled gravity was interpolated from observed gravity values.
 FP0222
 FP0222;                    North         East    Units  Estimated Accuracy
 FP0222;SPC AZ E     -   471,130.      292,920.      MT  (+/- 180 meters Scaled)
 FP0222
 FP0222                          SUPERSEDED SURVEY CONTROL
 FP0222
 FP0222  NGVD 29 (??/??/92) 1806.326  (m)         5926.25   (f) ADJ UNCH    1 2
 FP0222
 FP0222.Superseded values are not recommended for survey control.
 FP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0222.See file dsdata.txt to determine how the superseded data were derived.
 FP0222
 FP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE553015(NAD 83)
 FP0222_MARKER: DB = BENCH MARK DISK
 FP0222_SETTING: 0 = UNSPECIFIED SETTING
 FP0222_STAMPING: G-347
 FP0222_MARK LOGO: CGS   
 FP0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0222
 FP0222  HISTORY     - Date     Condition        Report By
 FP0222  HISTORY     - UNK      MONUMENTED       CGS
 FP0222  HISTORY     - 1971     GOOD             USGS
 FP0222  HISTORY     - 1983     GOOD             NGS
 FP0222
 FP0222                          STATION DESCRIPTION
 FP0222
 FP0222'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0222'3.1 MI E FROM SANDERS.
 FP0222'TO REACH FROM CEDAR POINT TRADING POST, PROCEED EAST ON I-40 ON-RAMP
 FP0222'AND FRONTAGE ROAD FOR 0.05 MILES TO PAVED ROAD RIGHT, TURN RIGHT OF
 FP0222'PAVED ROAD AND GO 0.5 MILES TO STATION ON RIGHT, 3 FT. NORTH OF FENCE
 FP0222'CORNER.  NOTE-- 3.1 MILES EAST ALONG U.S. 66 FROM THE POST OFFICE AT
 FP0222'SANDERS.
 FP0222
 FP0222                          STATION RECOVERY (1983)
 FP0222
 FP0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0222'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  14.8 KM (9.2
 FP0222'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0222'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.8 KM (0.5 MI)
 FP0222'SOUTHWEST OF MILEPOST 343, 35.8 METERS (117.5 FT) SOUTHEAST OF THE
 FP0222'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 21.1 METERS
 FP0222'(69.2 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING EAST, 7.6
 FP0222'METERS (24.9 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTH FRONTAGE
 FP0222'ROAD AND 1.5 METERS (4.9 FT) NORTHEAST OF A FENCE CORNER.
 FP0222'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 FP0222'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0014 ***********************************************************************
 DB0014  DESIGNATION -  G 348
 DB0014  PID         -  DB0014
 DB0014  STATE/COUNTY-  AZ/YUMA
 DB0014  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0014
 DB0014                         *CURRENT SURVEY CONTROL
 DB0014  ___________________________________________________________________
 DB0014* NAD 83(1986)-  32 20 22.     (N)    114 06 42.     (W)     SCALED    
 DB0014* NAVD 88     -       312.25   (+/-2cm)    1024.4    (feet)  VERTCON   
 DB0014  ___________________________________________________________________
 DB0014  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DB0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0014
 DB0014.The horizontal coordinates were scaled from a topographic map and have
 DB0014.an estimated accuracy of +/- 6 seconds.
 DB0014
 DB0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0014.The vertical order pertains to the NGVD 29 superseded value.
 DB0014
 DB0014.The geoid height was determined by GEOID03.
 DB0014
 DB0014;                    North         East    Units  Estimated Accuracy
 DB0014;SPC AZ W     -   148,570.      179,310.      MT  (+/- 180 meters Scaled)
 DB0014
 DB0014                          SUPERSEDED SURVEY CONTROL
 DB0014
 DB0014  NGVD 29 (??/??/??)  311.564  (m)         1022.19   (f) ADJUSTED    2 0
 DB0014
 DB0014.Superseded values are not recommended for survey control.
 DB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0014.See file dsdata.txt to determine how the superseded data were derived.
 DB0014
 DB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR718817(NAD 83)
 DB0014_MARKER: DB = BENCH MARK DISK
 DB0014_SETTING: 66 = SET IN ROCK OUTCROP
 DB0014_SP_SET: ROCK OUTCROP
 DB0014_STAMPING: G 348 1962
 DB0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0014+STABILITY: POSITION/ELEVATION WELL
 DB0014
 DB0014  HISTORY     - Date     Condition        Report By
 DB0014  HISTORY     - 1962     MONUMENTED       CGS
 DB0014
 DB0014                          STATION DESCRIPTION
 DB0014
 DB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0014'39.3 MI SSW FROM LIGURTA.
 DB0014'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0014'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0014'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0014'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0014'A WASH, THENCE 20.2 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.95
 DB0014'MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0014'PROJECTS 16 FEET AND IS NUMBER 13, 2.2 MILES NORTHWEST OF A
 DB0014'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0014'AND IS NUMBER 14, 62 YARDS NORTH OF THE JUNCTION OF THE TRAIL
 DB0014'ROAD AND A DIM TRAIL ROAD LEADING EAST THROUGH A PASS IN THE
 DB0014'MOUNTAINS, ON THE SOUTH SIDE OF A SHARP ROCKY PROJECTION, 53.5
 DB0014'FEET NORTH NORTHEAST OF A METAL WITNESS POST, 44 FEET EAST OF
 DB0014'THE CENTER LINE OF THE TRAIL ROAD, 22 FEET NORTH OF A SANDY
 DB0014'WASH, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET
 DB0014'IN THE TOP OF A ROCK OUTCROP PROJECTING 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0593 ***********************************************************************
 CG0593  DESIGNATION -  G 348
 CG0593  PID         -  CG0593
 CG0593  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0593  USGS QUAD   -  TUBAC (1981)
 CG0593
 CG0593                         *CURRENT SURVEY CONTROL
 CG0593  ___________________________________________________________________
 CG0593* NAD 83(1986)-  31 34 26.     (N)    111 03 07.     (W)     SCALED    
 CG0593* NAVD 88     -       995.774  (meters)    3266.97   (feet)  ADJUSTED  
 CG0593  ___________________________________________________________________
 CG0593  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0593  DYNAMIC HT  -         994.275 (meters)    3262.05  (feet)  COMP
 CG0593  MODELED GRAV-     979,101.0   (mgal)                       NAVD 88
 CG0593
 CG0593  VERT ORDER  -  FIRST     CLASS II
 CG0593
 CG0593.The horizontal coordinates were scaled from a topographic map and have
 CG0593.an estimated accuracy of +/- 6 seconds.
 CG0593
 CG0593.The orthometric height was determined by differential leveling
 CG0593.and adjusted in June 1991.
 CG0593
 CG0593.The geoid height was determined by GEOID03.
 CG0593
 CG0593.The dynamic height is computed by dividing the NAVD 88
 CG0593.geopotential number by the normal gravity value computed on the
 CG0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0593.degrees latitude (g = 980.6199 gals.).
 CG0593
 CG0593.The modeled gravity was interpolated from observed gravity values.
 CG0593
 CG0593;                    North         East    Units  Estimated Accuracy
 CG0593;SPC AZ C     -    63,950.      295,440.      MT  (+/- 180 meters Scaled)
 CG0593
 CG0593                          SUPERSEDED SURVEY CONTROL
 CG0593
 CG0593  NGVD 29 (??/??/92)  994.935  (m)         3264.22   (f) ADJ UNCH    1 2
 CG0593
 CG0593.Superseded values are not recommended for survey control.
 CG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0593.See file dsdata.txt to determine how the superseded data were derived.
 CG0593
 CG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV950932(NAD 83)
 CG0593_MARKER: DB = BENCH MARK DISK
 CG0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0593_SP_SET: BRIDGE
 CG0593_STAMPING: G 348 1959
 CG0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0593
 CG0593  HISTORY     - Date     Condition        Report By
 CG0593  HISTORY     - 1959     MONUMENTED       CGS
 CG0593  HISTORY     - 1980     GOOD             NGS
 CG0593  HISTORY     - 19981006 GOOD             USPSQD
 CG0593
 CG0593                          STATION DESCRIPTION
 CG0593
 CG0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0593'0.3 MI N FROM TUMACACORI.
 CG0593'0.3 MILE NORTH OF THE POST OFFICE AT TUMACACORI, 24 FEET EAST OF THE
 CG0593'CENTER OF THE HIGHWAY, 2.5 FEET EAST OF THE WITNESS POST, CEMENTED IN
 CG0593'THE SOUTH END OF THE SOUTHEAST ABUTMENT OF A 60 FOOT CONCRETE BRIDGE.
 CG0593
 CG0593                          STATION RECOVERY (1980)
 CG0593
 CG0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0593'0.6 KILOMETER (0.4 MILE) NORTH ALONG FORMER U. S. HIGHWAY 89 FROM THE
 CG0593'OLD MISSION AT TUMACACORI, AT A 6-CHANNEL BOX CULVERT, IN TOP OF THE
 CG0593'EAST END OF THE SOUTH ABUTMENT, 7.3 METERS (24 FEET) EAST OF THE
 CG0593'CENTERLINE OF THE HIGHWAY.
 CG0593'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CG0593
 CG0593                          STATION RECOVERY (1998)
 CG0593
 CG0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0942 ***********************************************************************
 DA0942  DESIGNATION -  G 349
 DA0942  PID         -  DA0942
 DA0942  STATE/COUNTY-  AZ/YUMA
 DA0942  USGS QUAD   -  COYOTE WATER (1990)
 DA0942
 DA0942                         *CURRENT SURVEY CONTROL
 DA0942  ___________________________________________________________________
 DA0942* NAD 83(1986)-  32 21 21.     (N)    113 55 47.     (W)     SCALED    
 DA0942* NAVD 88     -       340.02   (+/-2cm)    1115.5    (feet)  VERTCON   
 DA0942  ___________________________________________________________________
 DA0942  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DA0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0942
 DA0942.The horizontal coordinates were scaled from a topographic map and have
 DA0942.an estimated accuracy of +/- 6 seconds.
 DA0942
 DA0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0942.The vertical order pertains to the NGVD 29 superseded value.
 DA0942
 DA0942.The geoid height was determined by GEOID03.
 DA0942
 DA0942;                    North         East    Units  Estimated Accuracy
 DA0942;SPC AZ W     -   150,340.      196,450.      MT  (+/- 180 meters Scaled)
 DA0942
 DA0942                          SUPERSEDED SURVEY CONTROL
 DA0942
 DA0942  NGVD 29 (??/??/92)  339.318  (m)         1113.25   (f) ADJ UNCH    2 0
 DA0942
 DA0942.Superseded values are not recommended for survey control.
 DA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0942.See file dsdata.txt to determine how the superseded data were derived.
 DA0942
 DA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA242836(NAD 83)
 DA0942_MARKER: DB = BENCH MARK DISK
 DA0942_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0942_SP_SET: 8 FT.
 DA0942_STAMPING: G 349 1961
 DA0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0942
 DA0942  HISTORY     - Date     Condition        Report By
 DA0942  HISTORY     - 1961     MONUMENTED       CGS
 DA0942  HISTORY     - 1962     GOOD             NGS
 DA0942
 DA0942                          STATION DESCRIPTION
 DA0942
 DA0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0942'17.55 MI NW FROM TULE WELL.
 DA0942'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0942'COMMISSION SHELTER AT TULE WELL.  THENCE 14.25 MILES NORTHWEST ALONG A
 DA0942'DIM TRAIL ROAD, 1.85 MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0942'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 4, 0.35 MILE NORTHWEST OF
 DA0942'THE JUNCTION OF THE TRAIL ROAD AND ANOTHER TRAIL ROAD, 49 FEET
 DA0942'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.6 FEET SOUTHWEST OF
 DA0942'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL, AND
 DA0942'CLAMPED ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8
 DA0942'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0152 ***********************************************************************
 DA0152  DESIGNATION -  G 349
 DA0152  PID         -  DA0152
 DA0152  STATE/COUNTY-  AZ/PINAL
 DA0152  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0152
 DA0152                         *CURRENT SURVEY CONTROL
 DA0152  ___________________________________________________________________
 DA0152* NAD 83(1986)-  32 49 58.     (N)    112 05 08.     (W)     SCALED    
 DA0152* NAVD 88     -       498.97   (+/-2cm)    1637.0    (feet)  VERTCON   
 DA0152  ___________________________________________________________________
 DA0152  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0152
 DA0152.The horizontal coordinates were scaled from a topographic map and have
 DA0152.an estimated accuracy of +/- 6 seconds.
 DA0152
 DA0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0152.The vertical order pertains to the NGVD 29 superseded value.
 DA0152
 DA0152.The geoid height was determined by GEOID03.
 DA0152
 DA0152;                    North         East    Units  Estimated Accuracy
 DA0152;SPC AZ C     -   203,220.      197,550.      MT  (+/- 180 meters Scaled)
 DA0152
 DA0152                          SUPERSEDED SURVEY CONTROL
 DA0152
 DA0152  NGVD 29 (??/??/92)  498.344  (m)         1634.98   (f) ADJ UNCH    2 0
 DA0152
 DA0152.Superseded values are not recommended for survey control.
 DA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0152.See file dsdata.txt to determine how the superseded data were derived.
 DA0152
 DA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB983332(NAD 83)
 DA0152_MARKER: DB = BENCH MARK DISK
 DA0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0152_SP_SET: STOVEPIPE
 DA0152_STAMPING: G 349 1960
 DA0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0152
 DA0152  HISTORY     - Date     Condition        Report By
 DA0152  HISTORY     - 1960     MONUMENTED       CGS
 DA0152  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0152
 DA0152                          STATION DESCRIPTION
 DA0152
 DA0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0152'9.0 MI W FROM STANFIELD.
 DA0152'7.2 MILES WEST ALONG STATE HIGHWAY 84 FROM STANFIELD, THENCE 1.8 MILES
 DA0152'SOUTHWEST ALONG A TRACK ROAD, 150 FEET NORTH OF CENTER LINE OF HIGHWAY
 DA0152'AND STAKE 1976, 70 FEET WEST OF TRACK ROAD, 1.5 FEET EAST OF WITNESS
 DA0152'POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 4
 DA0152'INCHES.
 DA0152
 DA0152                          STATION RECOVERY (1963)
 DA0152
 DA0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0294 ***********************************************************************
 ER0294  DESIGNATION -  G 35
 ER0294  PID         -  ER0294
 ER0294  STATE/COUNTY-  AZ/NAVAJO
 ER0294  USGS QUAD   -  PADILLA TANK (1982)
 ER0294
 ER0294                         *CURRENT SURVEY CONTROL
 ER0294  ___________________________________________________________________
 ER0294* NAD 83(1986)-  34 50 57.     (N)    109 57 43.     (W)     SCALED    
 ER0294* NAVD 88     -      1633.836  (meters)    5360.34   (feet)  ADJUSTED  
 ER0294  ___________________________________________________________________
 ER0294  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ER0294  DYNAMIC HT  -        1631.567 (meters)    5352.90  (feet)  COMP
 ER0294  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 ER0294
 ER0294  VERT ORDER  -  SECOND    CLASS 0
 ER0294
 ER0294.The horizontal coordinates were scaled from a topographic map and have
 ER0294.an estimated accuracy of +/- 6 seconds.
 ER0294
 ER0294.The orthometric height was determined by differential leveling
 ER0294.and adjusted in June 1991.
 ER0294
 ER0294.The geoid height was determined by GEOID03.
 ER0294
 ER0294.The dynamic height is computed by dividing the NAVD 88
 ER0294.geopotential number by the normal gravity value computed on the
 ER0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0294.degrees latitude (g = 980.6199 gals.).
 ER0294
 ER0294.The modeled gravity was interpolated from observed gravity values.
 ER0294
 ER0294;                    North         East    Units  Estimated Accuracy
 ER0294;SPC AZ E     -   426,860.      232,080.      MT  (+/- 180 meters Scaled)
 ER0294
 ER0294                          SUPERSEDED SURVEY CONTROL
 ER0294
 ER0294  NGVD 29 (??/??/92) 1632.980  (m)         5357.54   (f) ADJ UNCH    2 0
 ER0294
 ER0294.Superseded values are not recommended for survey control.
 ER0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0294.See file dsdata.txt to determine how the superseded data were derived.
 ER0294
 ER0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD949568(NAD 83)
 ER0294_MARKER: DB = BENCH MARK DISK
 ER0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0294_STAMPING: G 35 1934
 ER0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0294+STABILITY: SURFACE MOTION
 ER0294
 ER0294  HISTORY     - Date     Condition        Report By
 ER0294  HISTORY     - 1934     MONUMENTED       CGS
 ER0294  HISTORY     - 1976     MARK NOT FOUND   USGS
 ER0294
 ER0294                          STATION DESCRIPTION
 ER0294
 ER0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0294'12.6 MI SE FROM HOLBROOK.
 ER0294'12.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0294'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.3 MILE WEST
 ER0294'OF A DIP IN THE HIGHWAY, ABOUT 600 YARDS NORTH OF AN OLD WINDMILL, AT
 ER0294'THE FOOT OF A SMALL GRADE, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 ER0294'HIGHWAY.  A STANDARD DISK, STAMPED G 35 1934 AND SET IN THE TOP OF A
 ER0294'CONCRETE POST.
 ER0294
 ER0294                          STATION RECOVERY (1976)
 ER0294
 ER0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0294'NEW HWY. CONSTRUCTION IN AREA MOST LIKELY DESTROYED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0100 ***********************************************************************
 DB0100  DESIGNATION -  G 350
 DB0100  PID         -  DB0100
 DB0100  STATE/COUNTY-  AZ/YUMA
 DB0100  USGS QUAD   -  FORTUNA MINE (1965)
 DB0100
 DB0100                         *CURRENT SURVEY CONTROL
 DB0100  ___________________________________________________________________
 DB0100* NAD 83(1986)-  32 34 12.     (N)    114 21 33.     (W)     SCALED    
 DB0100* NAVD 88     -       203.88   (+/-2cm)     668.9    (feet)  VERTCON   
 DB0100  ___________________________________________________________________
 DB0100  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DB0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0100
 DB0100.The horizontal coordinates were scaled from a topographic map and have
 DB0100.an estimated accuracy of +/- 6 seconds.
 DB0100
 DB0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0100.The vertical order pertains to the NGVD 29 superseded value.
 DB0100
 DB0100.The geoid height was determined by GEOID03.
 DB0100
 DB0100;                    North         East    Units  Estimated Accuracy
 DB0100;SPC AZ W     -   174,240.      156,160.      MT  (+/- 180 meters Scaled)
 DB0100
 DB0100                          SUPERSEDED SURVEY CONTROL
 DB0100
 DB0100  NGVD 29 (??/??/??)  203.205  (m)          666.68   (f) ADJUSTED    2 0
 DB0100
 DB0100.Superseded values are not recommended for survey control.
 DB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0100.See file dsdata.txt to determine how the superseded data were derived.
 DB0100
 DB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS479066(NAD 83)
 DB0100_MARKER: DB = BENCH MARK DISK
 DB0100_SETTING: 66 = SET IN ROCK OUTCROP
 DB0100_SP_SET: ROCK OUTCROP
 DB0100_STAMPING: G 350 1962
 DB0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0100+STABILITY: POSITION/ELEVATION WELL
 DB0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0100+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0100
 DB0100  HISTORY     - Date     Condition        Report By
 DB0100  HISTORY     - 1962     MONUMENTED       CGS
 DB0100  HISTORY     - 20060303 GOOD             GEOCAC
 DB0100
 DB0100                          STATION DESCRIPTION
 DB0100
 DB0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0100'14.8 MI SW FROM LIGURTA.
 DB0100'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0100'STATION AND CAFE AT LIGURTA, THENCE 7.7 MILES SOUTH SOUTHEAST
 DB0100'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 2.2 MILES
 DB0100'SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0100'PROJECTS 16 FEET AND IS NUMBER 9, 0.25 MILE SOUTHEAST OF THE FOOT
 DB0100'OF A HILL, ON THE CREST OF A ROCKY HILL, 130 FEET SOUTHWEST OF THE
 DB0100'CENTER LINE OF THE ROAD, 102 FEET SOUTHWEST OF A METAL WITNESS
 DB0100'POST, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 6 INCHES
 DB0100'ABOVE THE GROUND, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 DB0100
 DB0100                          STATION RECOVERY (2006)
 DB0100
 DB0100'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0100'FOUND IN GOOD CONDITION AT N 32  34.200 W 114  21.558, BY HANSOHN. THE
 DB0100'METAL WITNESS POST IS CLOSER TO THE DIRT ROAD, AND LOCATED AT N 32
 DB0100'34.216 W 114 21.558.
 DB0100' 
 DB0100'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0100'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0100'RESOURCES OFFICE AT THE MCAS-YUMA.
 DB0100' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1135 ***********************************************************************
 DA1135  DESIGNATION -  G 351
 DA1135  PID         -  DA1135
 DA1135  STATE/COUNTY-  AZ/YUMA
 DA1135  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1135
 DA1135                         *CURRENT SURVEY CONTROL
 DA1135  ___________________________________________________________________
 DA1135* NAD 83(1986)-  32 31 40.     (N)    113 41 21.     (W)     SCALED    
 DA1135* NAVD 88     -       173.33   (+/-2cm)     568.7    (feet)  VERTCON   
 DA1135  ___________________________________________________________________
 DA1135  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DA1135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1135
 DA1135.The horizontal coordinates were scaled from a topographic map and have
 DA1135.an estimated accuracy of +/- 6 seconds.
 DA1135
 DA1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1135.The vertical order pertains to the NGVD 29 superseded value.
 DA1135
 DA1135.The geoid height was determined by GEOID03.
 DA1135
 DA1135;                    North         East    Units  Estimated Accuracy
 DA1135;SPC AZ W     -   169,390.      219,080.      MT  (+/- 180 meters Scaled)
 DA1135
 DA1135                          SUPERSEDED SURVEY CONTROL
 DA1135
 DA1135  NGVD 29 (??/??/92)  172.684  (m)          566.55   (f) ADJ UNCH    2 0
 DA1135
 DA1135.Superseded values are not recommended for survey control.
 DA1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1135.See file dsdata.txt to determine how the superseded data were derived.
 DA1135
 DA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB474021(NAD 83)
 DA1135_MARKER: DB = BENCH MARK DISK
 DA1135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1135_SP_SET: 12 FT.
 DA1135_STAMPING: G 351 1962
 DA1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1135
 DA1135  HISTORY     - Date     Condition        Report By
 DA1135  HISTORY     - 1962     MONUMENTED       CGS
 DA1135
 DA1135                          STATION DESCRIPTION
 DA1135
 DA1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1135'22.4 MI SE FROM TACNA.
 DA1135'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1135'TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1135'WELL, AT THE JUNCTION OF THE TRAIL ROAD AND A DIM TRAIL ROAD LEADING
 DA1135'SOUTHEAST BETWEEN THE MOHAWK MOUNTAINS AND THE SIERRA PINTA MOUNTAINS,
 DA1135'100 FEET SOUTHEAST OF THE JUNCTION OF THE CENTER LINES OF THE TWO
 DA1135'TRAIL ROADS, 75 FEET NORTH-NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA1135'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 18, 22 FEET
 DA1135'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD LEADING TO TULE WELL,
 DA1135'15 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD LEADING
 DA1135'SOUTHEAST BETWEEN THE TWO MOUNTAIN RANGES, 2.0 FEET SOUTHEAST OF A
 DA1135'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TWO TRAIL
 DA1135'ROADS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 DA1135'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1
 DA1135'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0930 ***********************************************************************
 DA0930  DESIGNATION -  G 352
 DA0930  PID         -  DA0930
 DA0930  STATE/COUNTY-  AZ/YUMA
 DA0930  USGS QUAD   -  MONREAL WELL (1990)
 DA0930
 DA0930                         *CURRENT SURVEY CONTROL
 DA0930  ___________________________________________________________________
 DA0930* NAD 83(1986)-  32 27 47.     (N)    113 27 11.     (W)     SCALED    
 DA0930* NAVD 88     -       189.74   (+/-2cm)     622.5    (feet)  VERTCON   
 DA0930  ___________________________________________________________________
 DA0930  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0930
 DA0930.The horizontal coordinates were scaled from a topographic map and have
 DA0930.an estimated accuracy of +/- 6 seconds.
 DA0930
 DA0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0930.The vertical order pertains to the NGVD 29 superseded value.
 DA0930
 DA0930.The geoid height was determined by GEOID03.
 DA0930
 DA0930;                    North         East    Units  Estimated Accuracy
 DA0930;SPC AZ W     -   162,260.      241,280.      MT  (+/- 180 meters Scaled)
 DA0930
 DA0930                          SUPERSEDED SURVEY CONTROL
 DA0930
 DA0930  NGVD 29 (??/??/92)  189.105  (m)          620.42   (f) ADJ UNCH    2 0
 DA0930
 DA0930.Superseded values are not recommended for survey control.
 DA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0930.See file dsdata.txt to determine how the superseded data were derived.
 DA0930
 DA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA694944(NAD 83)
 DA0930_MARKER: DB = BENCH MARK DISK
 DA0930_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0930_SP_SET: 8 FT
 DA0930_STAMPING: G 352 1962
 DA0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0930
 DA0930  HISTORY     - Date     Condition        Report By
 DA0930  HISTORY     - 1962     MONUMENTED       CGS
 DA0930
 DA0930                          STATION DESCRIPTION
 DA0930
 DA0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0930'14.35 MI W FROM TONY TANK.
 DA0930'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0930'TONY TANK.  THENCE 12.65 MILES SOUTHWEST ALONG A TRAIL ROAD, 1.2 MILES
 DA0930'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0930'FEET AND IS NUMBERED 38, 0.2 MILE SOUTHWEST OF A TRAIL ROAD
 DA0930'INTERSECTION, ABOUT 1.0 MILES NORTHEAST OF THE BASE OF THE MOHAWK
 DA0930'MOUNTAINS, 17 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0
 DA0930'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DA0930'OF THE TRAIL ROAD, CLAMPED ON A 5/8-INCH COPPER COATED ROD THAT IS
 DA0930'DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE WHICH
 DA0930'PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0194 ***********************************************************************
 DB0194  DESIGNATION -  G 353
 DB0194  PID         -  DB0194
 DB0194  STATE/COUNTY-  AZ/YUMA
 DB0194  USGS QUAD   -  FORTUNA (1979)
 DB0194
 DB0194                         *CURRENT SURVEY CONTROL
 DB0194  ___________________________________________________________________
 DB0194* NAD 83(1992)-  32 40 11.25988(N)    114 26 39.22018(W)     ADJUSTED  
 DB0194* NAVD 88     -        85.33   (+/-2cm)     280.0    (feet)  VERTCON   
 DB0194  ___________________________________________________________________
 DB0194  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 DB0194  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DB0194  HORZ ORDER  -  SECOND
 DB0194  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0194
 DB0194.The horizontal coordinates were established by classical geodetic methods
 DB0194.and adjusted by the National Geodetic Survey in August 1993.
 DB0194
 DB0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0194.The vertical order pertains to the NGVD 29 superseded value.
 DB0194
 DB0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0194
 DB0194.The geoid height was determined by GEOID03.
 DB0194
 DB0194;                    North         East     Units Scale Factor Converg.
 DB0194;SPC AZ W     -   185,354.020   148,245.260   MT  0.99998560   -0 22 29.1
 DB0194;SPC AZ W     -   608,116.86    486,368.96   iFT  0.99998560   -0 22 29.1
 DB0194;SPC CA 6     -   557,265.359 2,169,376.078   MT  1.00002083   +0 59 32.3
 DB0194;SPC CA 6     - 1,828,294.77  7,117,361.35   sFT  1.00002083   +0 59 32.3
 DB0194;UTM  11      - 3,617,567.886   739,668.371   MT  1.00030835   +1 22 48.9
 DB0194
 DB0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0194!SPC AZ W     -   0.99999190  x   0.99998560  =   0.99997750
 DB0194!SPC CA 6     -   0.99999190  x   1.00002083  =   1.00001273
 DB0194!UTM  11      -   0.99999190  x   1.00030835  =   1.00030025
 DB0194
 DB0194                          SUPERSEDED SURVEY CONTROL
 DB0194
 DB0194  NAD 83(1986)-  32 40 11.26639(N)    114 26 39.22956(W) AD(       ) 2
 DB0194  NAD 27      -  32 40 11.09780(N)    114 26 36.42050(W) AD(       ) 2
 DB0194  NGVD 29 (??/??/??)   84.665  (m)          277.77   (f) ADJUSTED    1 2
 DB0194
 DB0194.Superseded values are not recommended for survey control.
 DB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0194.See file dsdata.txt to determine how the superseded data were derived.
 DB0194
 DB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3966817568(NAD 83)
 DB0194_MARKER: DB = BENCH MARK DISK
 DB0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0194_STAMPING: G 353 1960
 DB0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0194+STABILITY: SURFACE MOTION
 DB0194
 DB0194  HISTORY     - Date     Condition        Report By
 DB0194  HISTORY     - 1960     MONUMENTED       CGS
 DB0194  HISTORY     - 1960     GOOD             CGS
 DB0194  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0194  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0194  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DB0194
 DB0194                          STATION DESCRIPTION
 DB0194
 DB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0194'TO REACH FROM ARABY GO SOUTH ON PAVED ROAD (ARABY ROAD) FOR
 DB0194'0.4 MILE TO U.S. HIGHWAY 80.  TURN LEFT, EAST, ON THE HIGHWAY
 DB0194'AND GO 4.45 MILES TO A SIDE ROAD RIGHT AT HIGHWAY MILE POLE
 DB0194'15 AND THE STATION ON THE RIGHT.
 DB0194'
 DB0194'THE BENCH MARK STAMPED G 353 1960, IS A STANDARD
 DB0194'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES,
 DB0194'196 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET
 DB0194'WEST OF THE CENTER OF A GRAVEL ROAD, 2.2 FEET NORTH OF A
 DB0194'POWER POLE AND ABOUT 2 FEET LOWER THAN THE STATION.
 DB0194'2 WHEEL DRIVE.
 DB0194
 DB0194                          STATION RECOVERY (1960)
 DB0194
 DB0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0194'4.8 MI E FROM ARABY.
 DB0194'0.4 MILE SOUTH ON PAVED ROAD FROM ARABY TO U.S. HIGHWAY 80,
 DB0194'THENCE 4.45 MILES EAST ON THE HIGHWAY TO HIGHWAY MILE POLE 15,
 DB0194'196 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 70.07 FEET
 DB0194'WEST OF RUSTY 1960, 27 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 DB0194'2.2 FEET NORTH OF A POWER POLE, SET IN A CYLINDRICAL CONCRETE
 DB0194'POST PROJECTING 8 INCHES.
 DB0194
 DB0194                          STATION RECOVERY (1981)
 DB0194
 DB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0194'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN THE AREA DESCRIBED,
 DB0194'MARK BELIEVED DESTROYED.
 DB0194
 DB0194                          STATION RECOVERY (1981)
 DB0194
 DB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0194'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN THE AREA DESCRIBED,
 DB0194'MARK BELIEVED DESTROYED.
 DB0194
 DB0194                          STATION RECOVERY (1990)
 DB0194
 DB0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (AM)
 DB0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0783 ***********************************************************************
 DA0783  DESIGNATION -  G 353
 DA0783  PID         -  DA0783
 DA0783  STATE/COUNTY-  AZ/MARICOPA
 DA0783  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0783
 DA0783                         *CURRENT SURVEY CONTROL
 DA0783  ___________________________________________________________________
 DA0783* NAD 83(1986)-  32 35 36.     (N)    113 15 51.     (W)     SCALED    
 DA0783* NAVD 88     -       224.60   (+/-2cm)     736.9    (feet)  VERTCON   
 DA0783  ___________________________________________________________________
 DA0783  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DA0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0783
 DA0783.The horizontal coordinates were scaled from a topographic map and have
 DA0783.an estimated accuracy of +/- 6 seconds.
 DA0783
 DA0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0783.The vertical order pertains to the NGVD 29 superseded value.
 DA0783
 DA0783.The geoid height was determined by GEOID03.
 DA0783
 DA0783;                    North         East    Units  Estimated Accuracy
 DA0783;SPC AZ C     -   177,460.       86,870.      MT  (+/- 180 meters Scaled)
 DA0783
 DA0783                          SUPERSEDED SURVEY CONTROL
 DA0783
 DA0783  NGVD 29 (??/??/92)  223.983  (m)          734.85   (f) ADJ UNCH    2 0
 DA0783
 DA0783.Superseded values are not recommended for survey control.
 DA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0783.See file dsdata.txt to determine how the superseded data were derived.
 DA0783
 DA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB875084(NAD 83)
 DA0783_MARKER: DB = BENCH MARK DISK
 DA0783_SETTING: 66 = SET IN ROCK OUTCROP
 DA0783_SP_SET: ROCK OUTCROP
 DA0783_STAMPING: G 353 1961
 DA0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0783+STABILITY: POSITION/ELEVATION WELL
 DA0783
 DA0783  HISTORY     - Date     Condition        Report By
 DA0783  HISTORY     - 1961     MONUMENTED       CGS
 DA0783  HISTORY     - 1962     GOOD             NGS
 DA0783
 DA0783                          STATION DESCRIPTION
 DA0783
 DA0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0783'6.8 MI N FROM TONY TANK.
 DA0783'ABOUT 6.8 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0783'TONY TANK, 1.2 MILES SOUTHWEST OF AN ABANDONED RANCH HOUSE, 167 FEET
 DA0783'WEST OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 10 FEET ABOVE THE
 DA0783'LEVEL OF THE TRAIL ROAD, SET IN THE TOP OF THE EAST EDGE OF A ROCK
 DA0783'OUTCROP WHICH IS ON THE EAST SIDE OF A SMALL KNOLL AND PROJECTS 16
 DA0783'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0836 ***********************************************************************
 DA0836  DESIGNATION -  G 354
 DA0836  PID         -  DA0836
 DA0836  STATE/COUNTY-  AZ/MARICOPA
 DA0836  USGS QUAD   -  SENTINEL NE (1986)
 DA0836
 DA0836                         *CURRENT SURVEY CONTROL
 DA0836  ___________________________________________________________________
 DA0836* NAD 83(1986)-  32 53 30.     (N)    113 02 45.     (W)     SCALED    
 DA0836* NAVD 88     -       239.17   (+/-2cm)     784.7    (feet)  VERTCON   
 DA0836  ___________________________________________________________________
 DA0836  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0836
 DA0836.The horizontal coordinates were scaled from a topographic map and have
 DA0836.an estimated accuracy of +/- 6 seconds.
 DA0836
 DA0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0836.The vertical order pertains to the NGVD 29 superseded value.
 DA0836
 DA0836.The geoid height was determined by GEOID03.
 DA0836
 DA0836;                    North         East    Units  Estimated Accuracy
 DA0836;SPC AZ C     -   210,300.      107,720.      MT  (+/- 180 meters Scaled)
 DA0836
 DA0836                          SUPERSEDED SURVEY CONTROL
 DA0836
 DA0836  NGVD 29 (??/??/92)  238.555  (m)          782.66   (f) ADJ UNCH    2 0
 DA0836
 DA0836.Superseded values are not recommended for survey control.
 DA0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0836.See file dsdata.txt to determine how the superseded data were derived.
 DA0836
 DA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB086411(NAD 83)
 DA0836_MARKER: DB = BENCH MARK DISK
 DA0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0836_STAMPING: G 354 1960
 DA0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0836+STABILITY: SURFACE MOTION
 DA0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0836+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0836
 DA0836  HISTORY     - Date     Condition        Report By
 DA0836  HISTORY     - 1960     MONUMENTED       CGS
 DA0836  HISTORY     - 20060128 GOOD             USPSQD
 DA0836
 DA0836                          STATION DESCRIPTION
 DA0836
 DA0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0836'9.9 MI E FROM SENTINEL.
 DA0836'9.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0836'220 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 2.8
 DA0836'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3.4 FEET WEST OF A METAL WITNESS
 DA0836'POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 11
 DA0836'INCHES.
 DA0836
 DA0836                          STATION RECOVERY (2006)
 DA0836
 DA0836'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0836'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0765 ***********************************************************************
 DA0765  DESIGNATION -  G 355
 DA0765  PID         -  DA0765
 DA0765  STATE/COUNTY-  AZ/MARICOPA
 DA0765  USGS QUAD   -  SENTINEL (1986)
 DA0765
 DA0765                         *CURRENT SURVEY CONTROL
 DA0765  ___________________________________________________________________
 DA0765* NAD 83(1986)-  32 46 08.     (N)    113 14 23.     (W)     SCALED    
 DA0765* NAVD 88     -       197.31   (+/-2cm)     647.3    (feet)  VERTCON   
 DA0765  ___________________________________________________________________
 DA0765  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DA0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0765
 DA0765.The horizontal coordinates were scaled from a topographic map and have
 DA0765.an estimated accuracy of +/- 6 seconds.
 DA0765
 DA0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0765.The vertical order pertains to the NGVD 29 superseded value.
 DA0765
 DA0765.The geoid height was determined by GEOID03.
 DA0765
 DA0765;                    North         East    Units  Estimated Accuracy
 DA0765;SPC AZ C     -   196,900.       89,400.      MT  (+/- 180 meters Scaled)
 DA0765
 DA0765                          SUPERSEDED SURVEY CONTROL
 DA0765
 DA0765  NGVD 29 (??/??/92)  196.711  (m)          645.38   (f) ADJ UNCH    2 0
 DA0765
 DA0765.Superseded values are not recommended for survey control.
 DA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0765.See file dsdata.txt to determine how the superseded data were derived.
 DA0765
 DA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB902278(NAD 83)
 DA0765_MARKER: DB = BENCH MARK DISK
 DA0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0765_SP_SET: CONCRETE BASE
 DA0765_STAMPING: G 355 1962
 DA0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0765
 DA0765  HISTORY     - Date     Condition        Report By
 DA0765  HISTORY     - 1962     MONUMENTED       CGS
 DA0765
 DA0765                          STATION DESCRIPTION
 DA0765
 DA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0765'7.05 MI S FROM SENTINEL.
 DA0765'ABOUT 7.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE U.S. HIGHWAY 80
 DA0765'OVERPASS AT SENTINEL, 1.6 MILES SOUTH OF A 4X4-INCH WHITE WOODEN
 DA0765'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 21, 24 FEET WEST
 DA0765'OF THE CENTER LINE OF THE ROAD, 7.2 FEET WEST OF THE EAST LEG OF AN
 DA0765'OBSERVATION TOWER, ABOUT LEVEL WITH THE ROAD, AND SET FLUSH IN THE TOP
 DA0765'OF THE EAST END OF THE CONCRETE BASE OF A LADDER LEADING TO THE TOP
 DA0765'OF THE OBSERVATION TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0330 ***********************************************************************
 CG0330  DESIGNATION -  G 355
 CG0330  PID         -  CG0330
 CG0330  STATE/COUNTY-  AZ/PIMA
 CG0330  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0330
 CG0330                         *CURRENT SURVEY CONTROL
 CG0330  ___________________________________________________________________
 CG0330* NAD 83(1986)-  31 59 48.     (N)    110 38 08.     (W)     SCALED    
 CG0330* NAVD 88     -      1076.146  (meters)    3530.66   (feet)  ADJUSTED  
 CG0330  ___________________________________________________________________
 CG0330  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CG0330  DYNAMIC HT  -        1074.582 (meters)    3525.52  (feet)  COMP
 CG0330  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 CG0330
 CG0330  VERT ORDER  -  FIRST     CLASS II
 CG0330
 CG0330.The horizontal coordinates were scaled from a topographic map and have
 CG0330.an estimated accuracy of +/- 6 seconds.
 CG0330
 CG0330.The orthometric height was determined by differential leveling
 CG0330.and adjusted in June 1991.
 CG0330
 CG0330.The geoid height was determined by GEOID03.
 CG0330
 CG0330.The dynamic height is computed by dividing the NAVD 88
 CG0330.geopotential number by the normal gravity value computed on the
 CG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0330.degrees latitude (g = 980.6199 gals.).
 CG0330
 CG0330.The modeled gravity was interpolated from observed gravity values.
 CG0330
 CG0330;                    North         East    Units  Estimated Accuracy
 CG0330;SPC AZ C     -   111,220.      334,410.      MT  (+/- 180 meters Scaled)
 CG0330
 CG0330                          SUPERSEDED SURVEY CONTROL
 CG0330
 CG0330  NGVD 29 (??/??/92) 1075.406  (m)         3528.23   (f) ADJ UNCH    1 2
 CG0330
 CG0330.Superseded values are not recommended for survey control.
 CG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0330.See file dsdata.txt to determine how the superseded data were derived.
 CG0330
 CG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA344401(NAD 83)
 CG0330_MARKER: DB = BENCH MARK DISK
 CG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0330_STAMPING: G 355 1960
 CG0330_PROJECTION: PROJECTING 23 CENTIMETERS
 CG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0330+STABILITY: SURFACE MOTION
 CG0330
 CG0330  HISTORY     - Date     Condition        Report By
 CG0330  HISTORY     - 1960     MONUMENTED       CGS
 CG0330  HISTORY     - 1976     GOOD             USGS
 CG0330  HISTORY     - 1979     GOOD             NGS
 CG0330
 CG0330                          STATION DESCRIPTION
 CG0330
 CG0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0330'20.6 MI NW FROM BENSON.
 CG0330'20.6 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0330'TO HIGHWAY MILE POST 271, 102 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CG0330'EAST BOUND TRAFFIC LANE, 69 FEET SOUTHEAST OF THE MILE POST, 1.4 FEET
 CG0330'NORTHWEST OF A FENCE LINE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 CG0330'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 CG0330
 CG0330                          STATION RECOVERY (1976)
 CG0330
 CG0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0330'1.6 MI. W. ON U.S. HWY. 80 FROM POST OFFICE AT BENSON TO INTERCHANGE,
 CG0330'THENCE 19.0 MI W. ALONG I-HWY. 10. 3.2 MI E. OF JCT. 83 TO DRAIN
 CG0330'X-ING. ABOUT 200 FT SW. OF X-ING, 100 FT S. AND ABOUT LEVEL WITH
 CG0330'CENTERLINE OF EASTBOUND TRAFFIC LANE, 1.4 FT. N. OF RIGHT OF WAY
 CG0330'FENCE. SET IN TOP OF CYLINDRICAL CONCRETE POST PROJECTING 0.7 FT. NGS
 CG0330'DISK STAMPED G 335 1960.
 CG0330
 CG0330                          STATION RECOVERY (1979)
 CG0330
 CG0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0330'20.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0330'OVERPASS AT BENSON, AT THE WEST END OF A TURNOUT FOR THE EASTBOUND
 CG0330'TRAFFIC LANE, 102 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 CG0330'LANE, 242 FEET WEST OF MILE POST 285 AND 1.5 FEET NORTH OF THE SOUTH
 CG0330'RIGHT-OF-WAY FENCE.
 CG0330'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CG0330'THE MARK IS ABOVE LEVEL WITH FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0512 ***********************************************************************
 GR0512  DESIGNATION -  G 356
 GR0512  PID         -  GR0512
 GR0512  STATE/COUNTY-  AZ/MOHAVE
 GR0512  USGS QUAD   -  BOULDER CANYON (1983)
 GR0512
 GR0512                         *CURRENT SURVEY CONTROL
 GR0512  ___________________________________________________________________
 GR0512* NAD 83(1986)-  36 08 28.     (N)    114 32 00.     (W)     SCALED    
 GR0512* NAVD 88     -       377.274  (meters)    1237.77   (feet)  POSTED    
 GR0512  ___________________________________________________________________
 GR0512  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0512  DYNAMIC HT  -         376.910 (meters)    1236.58  (feet)  COMP
 GR0512  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 GR0512
 GR0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0512
 GR0512.The horizontal coordinates were scaled from a topographic map and have
 GR0512.an estimated accuracy of +/- 6 seconds.
 GR0512
 GR0512.The orthometric height was determined by differential leveling
 GR0512.and adjusted by the  in 1992.
 GR0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0512.rate of 0.0 thru 1.0 mm/km.
 GR0512
 GR0512.The geoid height was determined by GEOID03.
 GR0512
 GR0512.The dynamic height is computed by dividing the NAVD 88
 GR0512.geopotential number by the normal gravity value computed on the
 GR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0512.degrees latitude (g = 980.6199 gals.).
 GR0512
 GR0512.The modeled gravity was interpolated from observed gravity values.
 GR0512
 GR0512;                    North         East    Units  Estimated Accuracy
 GR0512;SPC AZ W     -   570,470.      142,860.      MT  (+/- 180 meters Scaled)
 GR0512
 GR0512                          SUPERSEDED SURVEY CONTROL
 GR0512
 GR0512  NGVD 29 (??/??/92)  376.584  (m)         1235.51   (f) ADJ UNCH    1 2
 GR0512
 GR0512.Superseded values are not recommended for survey control.
 GR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0512.See file dsdata.txt to determine how the superseded data were derived.
 GR0512
 GR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA219024(NAD 83)
 GR0512_MARKER: DB = BENCH MARK DISK
 GR0512_SETTING: 80 = SET IN A BOULDER
 GR0512_SP_SET: BOULDER
 GR0512_STAMPING: G 356 1963
 GR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0512+STABILITY: SURFACE MOTION
 GR0512
 GR0512  HISTORY     - Date     Condition        Report By
 GR0512  HISTORY     - 1963     MONUMENTED       CGS
 GR0512  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0512
 GR0512                          STATION DESCRIPTION
 GR0512
 GR0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0512'5.9 MI NW FROM BONELLI LANDING.
 GR0512'5.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0512'BONELLI LANDING, ON TOP OF THE NORTHEAST END OF A HIGH ROCKY RIDGE, IN
 GR0512'THE TOP OF A 3 BY 3 FOOT BOULDER WHICH PROJECTS 1.0 FOOT ABOVE THE
 GR0512'GROUND, 4.1 FEET SOUTHWEST OF A WITNESS POST, AND CAN BE SEEN FROM A
 GR0512'BOAT.
 GR0512
 GR0512                          STATION RECOVERY (1979)
 GR0512
 GR0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0275 ***********************************************************************
 CG0275  DESIGNATION -  G 358
 CG0275  PID         -  CG0275
 CG0275  STATE/COUNTY-  AZ/PIMA
 CG0275  USGS QUAD   -  SAHUARITA (1981)
 CG0275
 CG0275                         *CURRENT SURVEY CONTROL
 CG0275  ___________________________________________________________________
 CG0275* NAD 83(1986)-  31 55 02.     (N)    110 59 16.     (W)     SCALED    
 CG0275* NAVD 88     -       870.48   (+/-2cm)    2855.9    (feet)  VERTCON   
 CG0275  ___________________________________________________________________
 CG0275  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0275
 CG0275.The horizontal coordinates were scaled from a topographic map and have
 CG0275.an estimated accuracy of +/- 6 seconds.
 CG0275
 CG0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0275.The vertical order pertains to the NGVD 29 superseded value.
 CG0275
 CG0275.The geoid height was determined by GEOID03.
 CG0275
 CG0275;                    North         East    Units  Estimated Accuracy
 CG0275;SPC AZ C     -   102,070.      301,210.      MT  (+/- 180 meters Scaled)
 CG0275
 CG0275                          SUPERSEDED SURVEY CONTROL
 CG0275
 CG0275  NGVD 29 (??/??/92)  869.788  (m)         2853.63   (f) ADJ UNCH    2 0
 CG0275
 CG0275.Superseded values are not recommended for survey control.
 CG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0275.See file dsdata.txt to determine how the superseded data were derived.
 CG0275
 CG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA011312(NAD 83)
 CG0275_MARKER: DB = BENCH MARK DISK
 CG0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0275_STAMPING: G 358 1960
 CG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0275+STABILITY: SURFACE MOTION
 CG0275
 CG0275  HISTORY     - Date     Condition        Report By
 CG0275  HISTORY     - 1960     MONUMENTED       CGS
 CG0275  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0275  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 CG0275
 CG0275                          STATION DESCRIPTION
 CG0275
 CG0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0275'2.5 MI SW FROM SAHUARITA.
 CG0275'0.75 MILE WEST OF THE POST OFFICE AT SAHUARITA, ARIZONA, ON GRAVEL
 CG0275'ROAD, THENCE 1.8 MILES SOUTHWEST ON GRAVEL ROAD TO INTERSTATE HIGHWAY
 CG0275'19, THENCE 1.4 MILES SOUTH ON INTERSTATE HIGHWAY 19, 24 FEET SOUTH OF
 CG0275'TRAIL ROAD, 172 FEET WEST OF CENTER OF HIGHWAY, 3 FEET WEST OF WITNESS
 CG0275'POST, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 2
 CG0275'INCHES.
 CG0275
 CG0275                          STATION RECOVERY (1976)
 CG0275
 CG0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0275'MARK NOT FOUND.
 CG0275
 CG0275                          STATION RECOVERY (1995)
 CG0275
 CG0275'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0179 ***********************************************************************
 GQ0179  DESIGNATION -  G 359
 GQ0179  PID         -  GQ0179
 GQ0179  STATE/COUNTY-  AZ/MOHAVE
 GQ0179  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0179
 GQ0179                         *CURRENT SURVEY CONTROL
 GQ0179  ___________________________________________________________________
 GQ0179* NAD 83(1986)-  36 57 59.     (N)    113 45 32.     (W)     SCALED    
 GQ0179* NAVD 88     -       686.941  (meters)    2253.74   (feet)  POSTED    
 GQ0179  ___________________________________________________________________
 GQ0179  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 GQ0179  DYNAMIC HT  -         686.220 (meters)    2251.37  (feet)  COMP
 GQ0179  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 GQ0179
 GQ0179  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0179
 GQ0179.The horizontal coordinates were scaled from a topographic map and have
 GQ0179.an estimated accuracy of +/- 6 seconds.
 GQ0179
 GQ0179.The orthometric height was determined by differential leveling
 GQ0179.and adjusted by the  in 1992.
 GQ0179.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0179.rate of 1.1 thru 2.0 mm/km.
 GQ0179
 GQ0179.The geoid height was determined by GEOID03.
 GQ0179
 GQ0179.The dynamic height is computed by dividing the NAVD 88
 GQ0179.geopotential number by the normal gravity value computed on the
 GQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0179.degrees latitude (g = 980.6199 gals.).
 GQ0179
 GQ0179.The modeled gravity was interpolated from observed gravity values.
 GQ0179
 GQ0179;                    North         East    Units  Estimated Accuracy
 GQ0179;SPC AZ W     -   661,760.      212,570.      MT  (+/- 180 meters Scaled)
 GQ0179
 GQ0179                          SUPERSEDED SURVEY CONTROL
 GQ0179
 GQ0179  NGVD 29 (??/??/92)  686.126  (m)         2251.07   (f) ADJ UNCH    2 0
 GQ0179
 GQ0179.Superseded values are not recommended for survey control.
 GQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0179.See file dsdata.txt to determine how the superseded data were derived.
 GQ0179
 GQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF543947(NAD 83)
 GQ0179_MARKER: DB = BENCH MARK DISK
 GQ0179_SETTING: 80 = SET IN A BOULDER
 GQ0179_SP_SET: BOULDER
 GQ0179_STAMPING: G 359 1960
 GQ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0179+STABILITY: SURFACE MOTION
 GQ0179
 GQ0179  HISTORY     - Date     Condition        Report By
 GQ0179  HISTORY     - 1960     MONUMENTED       CGS
 GQ0179  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0179
 GQ0179                          STATION DESCRIPTION
 GQ0179
 GQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0179'24.15 MI SW FROM ST GEORGE, UT.
 GQ0179'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0179'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0179'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL ROAD AND BLACKTOP ROAD TO
 GQ0179'A Y-FORK, (THIS FORK IS 0.5 MILES SOUTHEAST OF THE UTAH-ARIZONA
 GQ0179'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0179'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0179'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0179'MILES TO THE VIRGIN RIVER, THENCE FOLLOW THE RIVER BED SOUTHWEST 3.2
 GQ0179'MILES TO A YELLOW PAINTED B.M. ON ROCK AND THE MARK 60 FEET NORTHWEST
 GQ0179'OF THE RIVER BANK, 30 FEET SOUTHWEST OF A GROUP OF WILLOW TREES AND 20
 GQ0179'FEET EAST OF A CLIFF CEMENTED IN A BOULDER.
 GQ0179
 GQ0179                          STATION RECOVERY (1982)
 GQ0179
 GQ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0526 ***********************************************************************
 DA0526  DESIGNATION -  G 36
 DA0526  PID         -  DA0526
 DA0526  STATE/COUNTY-  AZ/MARICOPA
 DA0526  USGS QUAD   -  MIDWAY (1986)
 DA0526
 DA0526                         *CURRENT SURVEY CONTROL
 DA0526  ___________________________________________________________________
 DA0526* NAD 83(1986)-  32 41 30.     (N)    112 50 29.     (W)     SCALED    
 DA0526* NAVD 88     -       328.066  (meters)    1076.33   (feet)  ADJUSTED  
 DA0526  ___________________________________________________________________
 DA0526  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DA0526  DYNAMIC HT  -         327.669 (meters)    1075.03  (feet)  COMP
 DA0526  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 DA0526
 DA0526  VERT ORDER  -  FIRST     CLASS II
 DA0526
 DA0526.The horizontal coordinates were scaled from a topographic map and have
 DA0526.an estimated accuracy of +/- 6 seconds.
 DA0526
 DA0526.The orthometric height was determined by differential leveling
 DA0526.and adjusted in June 1991.
 DA0526
 DA0526.The geoid height was determined by GEOID03.
 DA0526
 DA0526.The dynamic height is computed by dividing the NAVD 88
 DA0526.geopotential number by the normal gravity value computed on the
 DA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0526.degrees latitude (g = 980.6199 gals.).
 DA0526
 DA0526.The modeled gravity was interpolated from observed gravity values.
 DA0526
 DA0526;                    North         East    Units  Estimated Accuracy
 DA0526;SPC AZ C     -   187,940.      126,650.      MT  (+/- 180 meters Scaled)
 DA0526
 DA0526                          SUPERSEDED SURVEY CONTROL
 DA0526
 DA0526  NGVD 29 (??/??/92)  327.431  (m)         1074.25   (f) ADJ UNCH    1 2
 DA0526
 DA0526.Superseded values are not recommended for survey control.
 DA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0526.See file dsdata.txt to determine how the superseded data were derived.
 DA0526
 DA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB273186(NAD 83)
 DA0526_MARKER: DB = BENCH MARK DISK
 DA0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0526_STAMPING: G 36 1933 1074.315
 DA0526_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0526+STABILITY: SURFACE MOTION
 DA0526
 DA0526  HISTORY     - Date     Condition        Report By
 DA0526  HISTORY     - 1933     MONUMENTED       CGS
 DA0526  HISTORY     - 1953     GOOD             NGS
 DA0526  HISTORY     - 1980     GOOD             NGS
 DA0526
 DA0526                          STATION DESCRIPTION
 DA0526
 DA0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0526'19.3 MI S FROM GILA BEND.
 DA0526'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0526'COMPANY RAILROAD STATION AT GILA BEND, THENCE 4.3 MILES SOUTH ALONG
 DA0526'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 0.35 MILE NORTH OF A ROAD
 DA0526'CROSSING, 13 1/2 POLES SOUTH OF MILEPOLE 19, 96.2 FEET WEST OF THE
 DA0526'WEST RAIL, 89 1/2 FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW
 DA0526'OF POLES, 63 1/2 FEET EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY,
 DA0526'2.4 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK,
 DA0526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0526'GROUND.
 DA0526
 DA0526                          STATION RECOVERY (1980)
 DA0526
 DA0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0526'30.7 KM (19.1 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0526'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3
 DA0526'MI) NORTHEAST OF A ROAD CROSSING, 13-1/2 TELEGRAPH POLES SOUTHWEST
 DA0526'OF RAILWAY MILEPOLE 19, SET IN LINE WITH A ROW OF IRON TELEGRAPH
 DA0526'POLES, 29.3 METERS 896.2 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA0526'TRACKS, 30.5 METERS (100 FT) NORTHEAST OF THE TELEGRAPH POLE, 27.3
 DA0526'METERS (89.5 FT) SOUTHWEST OF A TELEGRAPH POLE, 17.4 METERS (57.0
 DA0526'FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD.
 DA0526'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0526'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0021 ***********************************************************************
 DA0021  DESIGNATION -  G 360
 DA0021  PID         -  DA0021
 DA0021  STATE/COUNTY-  AZ/MARICOPA
 DA0021  USGS QUAD   -  ESTRELLA (1979)
 DA0021
 DA0021                         *CURRENT SURVEY CONTROL
 DA0021  ___________________________________________________________________
 DA0021* NAD 83(1986)-  32 59 51.     (N)    112 25 27.     (W)     SCALED    
 DA0021* NAVD 88     -       464.062  (meters)    1522.51   (feet)  ADJUSTED  
 DA0021  ___________________________________________________________________
 DA0021  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0021  DYNAMIC HT  -         463.495 (meters)    1520.65  (feet)  COMP
 DA0021  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 DA0021
 DA0021  VERT ORDER  -  FIRST     CLASS II
 DA0021
 DA0021.The horizontal coordinates were scaled from a topographic map and have
 DA0021.an estimated accuracy of +/- 6 seconds.
 DA0021
 DA0021.The orthometric height was determined by differential leveling
 DA0021.and adjusted in June 1991.
 DA0021
 DA0021.The geoid height was determined by GEOID03.
 DA0021
 DA0021.The dynamic height is computed by dividing the NAVD 88
 DA0021.geopotential number by the normal gravity value computed on the
 DA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0021.degrees latitude (g = 980.6199 gals.).
 DA0021
 DA0021.The modeled gravity was interpolated from observed gravity values.
 DA0021
 DA0021;                    North         East    Units  Estimated Accuracy
 DA0021;SPC AZ C     -   221,590.      165,940.      MT  (+/- 180 meters Scaled)
 DA0021
 DA0021                          SUPERSEDED SURVEY CONTROL
 DA0021
 DA0021  NGVD 29 (??/??/92)  463.417  (m)         1520.39   (f) ADJ UNCH    1 2
 DA0021
 DA0021.Superseded values are not recommended for survey control.
 DA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0021.See file dsdata.txt to determine how the superseded data were derived.
 DA0021
 DA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB669519(NAD 83)
 DA0021_MARKER: DB = BENCH MARK DISK
 DA0021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0021_SP_SET: 15 FT.
 DA0021_STAMPING: G 360 1967
 DA0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0021+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DA0021
 DA0021  HISTORY     - Date     Condition        Report By
 DA0021  HISTORY     - 1967     MONUMENTED       CGS
 DA0021  HISTORY     - 1980     GOOD             NGS
 DA0021  HISTORY     - 1980     GOOD             NGS
 DA0021  HISTORY     - 20070321 GOOD             GEOCAC
 DA0021
 DA0021                          STATION DESCRIPTION
 DA0021
 DA0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0021'9.75 MI W FROM MOBILE.
 DA0021'9.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0021'ELEMENTARY SCHOOL AT MOBILE, 0.5 MILE NORTHEAST OF MILEPOST 864, 38
 DA0021'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 61 FEET
 DA0021'NORTHWEST AND ACROSS THE TRACKS FROM A SMALL METAL BUILDING, 31 FEET
 DA0021'WEST OF AN ELECTRIC SIGNAL BOX AT THE SOUTHWEST END OF THE ESTRELLA
 DA0021'SIDING, 6 FEET NORTHEAST OF A TELEGRAPH POLE, IN LINE WITH A ROW OF
 DA0021'POLES, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 DA0021'THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 DA0021'ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A 5-INCH
 DA0021'IRON PIPE WHICH PROJECTS 5 INCHES.
 DA0021
 DA0021                          STATION RECOVERY (1980)
 DA0021
 DA0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0021'RECOVERED IN GOOD CONDITION.
 DA0021
 DA0021                          STATION RECOVERY (1980)
 DA0021
 DA0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0021'RECOVERED IN GOOD CONDITION.
 DA0021
 DA0021                          STATION RECOVERY (2007)
 DA0021
 DA0021'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0818 ***********************************************************************
 DV0818  DESIGNATION -  G 361
 DV0818  PID         -  DV0818
 DV0818  STATE/COUNTY-  AZ/MARICOPA
 DV0818  USGS QUAD   -  COTTON CENTER (1973)
 DV0818
 DV0818                         *CURRENT SURVEY CONTROL
 DV0818  ___________________________________________________________________
 DV0818* NAD 83(1986)-  33 03 28.     (N)    112 39 58.     (W)     SCALED    
 DV0818* NAVD 88     -       210.317  (meters)     690.01   (feet)  ADJUSTED  
 DV0818  ___________________________________________________________________
 DV0818  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV0818  DYNAMIC HT  -         210.071 (meters)     689.21  (feet)  COMP
 DV0818  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 DV0818
 DV0818  VERT ORDER  -  FIRST     CLASS II
 DV0818
 DV0818.The horizontal coordinates were scaled from a topographic map and have
 DV0818.an estimated accuracy of +/- 6 seconds.
 DV0818
 DV0818.The orthometric height was determined by differential leveling
 DV0818.and adjusted in June 1991.
 DV0818
 DV0818.The geoid height was determined by GEOID03.
 DV0818
 DV0818.The dynamic height is computed by dividing the NAVD 88
 DV0818.geopotential number by the normal gravity value computed on the
 DV0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0818.degrees latitude (g = 980.6199 gals.).
 DV0818
 DV0818.The modeled gravity was interpolated from observed gravity values.
 DV0818
 DV0818;                    North         East    Units  Estimated Accuracy
 DV0818;SPC AZ C     -   228,410.      143,370.      MT  (+/- 180 meters Scaled)
 DV0818
 DV0818                          SUPERSEDED SURVEY CONTROL
 DV0818
 DV0818  NGVD 29 (??/??/92)  209.688  (m)          687.95   (f) ADJ UNCH    1 2
 DV0818
 DV0818.Superseded values are not recommended for survey control.
 DV0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0818.See file dsdata.txt to determine how the superseded data were derived.
 DV0818
 DV0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444589(NAD 83)
 DV0818_MARKER: DB = BENCH MARK DISK
 DV0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0818_STAMPING: G 361 1967
 DV0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0818+STABILITY: SURFACE MOTION
 DV0818
 DV0818  HISTORY     - Date     Condition        Report By
 DV0818  HISTORY     - 1967     MONUMENTED       CGS
 DV0818  HISTORY     - 1968     GOOD             NGS
 DV0818  HISTORY     - 1981     GOOD             NGS
 DV0818  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV0818  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 DV0818  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV0818
 DV0818                          STATION DESCRIPTION
 DV0818
 DV0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0818'8.9 MI N FROM GILA BEND.
 DV0818'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0818'GILA BEND, THENCE 8.05 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0818'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 28, T 4 S, R 4 W, ABOUT 0.1
 DV0818'MILE NORTH OF A DIP IN THE HIGHWAY AND A CROSSING OF THE HIGHWAY AND A
 DV0818'POWER LINE, 47 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 38 1/2
 DV0818'FEET SOUTH OF A TRAIL ROAD LEADING WEST, 50 FEET SOUTH OF POWER POLE
 DV0818'NUMBER 71, 1 1/2 FEET EAST OF A FENCE, 1.2 FEET WEST OF A METAL
 DV0818'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 DV0818'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0818
 DV0818                          STATION RECOVERY (1968)
 DV0818
 DV0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DV0818'RECOVERED IN GOOD CONDITION.
 DV0818
 DV0818                          STATION RECOVERY (1981)
 DV0818
 DV0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0818'RECOVERED IN GOOD CONDITION.
 DV0818
 DV0818                          STATION RECOVERY (2006)
 DV0818
 DV0818'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0818'NOT FOUND.  REGRADED.  ALL BELIEVED DESTROYED.
 DV0818
 DV0818                          STATION RECOVERY (2006)
 DV0818
 DV0818'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0818'NOT FOUND.  FENCE GONE.  REGRADED.
 DV0818
 DV0818                          STATION RECOVERY (2007)
 DV0818
 DV0818'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0818'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0818'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0769 ***********************************************************************
 DV0769  DESIGNATION -  G 362
 DV0769  PID         -  DV0769
 DV0769  STATE/COUNTY-  AZ/MARICOPA
 DV0769  USGS QUAD   -  TONOPAH (1984)
 DV0769
 DV0769                         *CURRENT SURVEY CONTROL
 DV0769  ___________________________________________________________________
 DV0769* NAD 83(1986)-  33 25 49.     (N)    112 52 40.     (W)     SCALED    
 DV0769* NAVD 88     -       306.322  (meters)    1004.99   (feet)  ADJUSTED  
 DV0769  ___________________________________________________________________
 DV0769  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV0769  DYNAMIC HT  -         305.968 (meters)    1003.83  (feet)  COMP
 DV0769  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DV0769
 DV0769  VERT ORDER  -  FIRST     CLASS II
 DV0769
 DV0769.The horizontal coordinates were scaled from a topographic map and have
 DV0769.an estimated accuracy of +/- 6 seconds.
 DV0769
 DV0769.The orthometric height was determined by differential leveling
 DV0769.and adjusted in June 1991.
 DV0769
 DV0769.The geoid height was determined by GEOID03.
 DV0769
 DV0769.The dynamic height is computed by dividing the NAVD 88
 DV0769.geopotential number by the normal gravity value computed on the
 DV0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0769.degrees latitude (g = 980.6199 gals.).
 DV0769
 DV0769.The modeled gravity was interpolated from observed gravity values.
 DV0769
 DV0769;                    North         East    Units  Estimated Accuracy
 DV0769;SPC AZ C     -   269,880.      123,990.      MT  (+/- 180 meters Scaled)
 DV0769
 DV0769                          SUPERSEDED SURVEY CONTROL
 DV0769
 DV0769  NGVD 29 (??/??/92)  305.706  (m)         1002.97   (f) ADJ UNCH    1 2
 DV0769
 DV0769.Superseded values are not recommended for survey control.
 DV0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0769.See file dsdata.txt to determine how the superseded data were derived.
 DV0769
 DV0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC254005(NAD 83)
 DV0769_MARKER: DB = BENCH MARK DISK
 DV0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0769_STAMPING: G 362 1967
 DV0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0769+STABILITY: SURFACE MOTION
 DV0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0769+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 DV0769
 DV0769  HISTORY     - Date     Condition        Report By
 DV0769  HISTORY     - 1967     MONUMENTED       CGS
 DV0769  HISTORY     - 1981     GOOD             NGS
 DV0769  HISTORY     - 20090117 GOOD             GEOCAC
 DV0769
 DV0769                          STATION DESCRIPTION
 DV0769
 DV0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0769'10.7 MI NW FROM HASSAYAMPA.
 DV0769'10.7 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0769'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 16, T 1 N, R 6 W,
 DV0769'0.4 MILE SOUTHEAST OF A FARMHOUSE AND A METAL WINDMILL.  100 YARDS
 DV0769'NORTH AND ACROSS THE HIGHWAY FROM THE BASE OF A ROCK COVERED HILL, 45
 DV0769'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET WEST OF
 DV0769'POWER POLE NUMBER 365, IN LINE WITH A ROW OF POWER POLES, 2.0 FEET
 DV0769'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0769'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7
 DV0769'INCHES.
 DV0769
 DV0769                          STATION RECOVERY (1981)
 DV0769
 DV0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0769'RECOVERED IN GOOD CONDITION.
 DV0769
 DV0769                          STATION RECOVERY (2009)
 DV0769
 DV0769'RECOVERY NOTE BY GEOCACHING 2009 (RHT)
 DV0769'ACTUAL COORDINATES- N 33  25.804 W 112  52.641, ABOUT 120 SE OF LISTED
 DV0769'CORDINATES. TRAVEL .7 MILES NW FROM THE INTERSECTION OF WINTERSBURG RD
 DV0769'ALONG SALOME HGWY TO STATION ABOUT 30 FT FROM CETERLINE OF ROAD ON THE
 DV0769'NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0989 ***********************************************************************
 CZ0989  DESIGNATION -  G 363
 CZ0989  PID         -  CZ0989
 CZ0989  STATE/COUNTY-  AZ/PINAL
 CZ0989  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0989
 CZ0989                         *CURRENT SURVEY CONTROL
 CZ0989  ___________________________________________________________________
 CZ0989* NAD 83(1986)-  32 53 33.     (N)    111 46 58.     (W)     SCALED    
 CZ0989* NAVD 88     -       419.244  (meters)    1375.47   (feet)  ADJUSTED  
 CZ0989  ___________________________________________________________________
 CZ0989  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ0989  DYNAMIC HT  -         418.733 (meters)    1373.79  (feet)  COMP
 CZ0989  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 CZ0989  OBS GRAVITY -     979,408.8   (mgal)                       GRAV_OBS
 CZ0989
 CZ0989  VERT ORDER  -  FIRST     CLASS II
 CZ0989
 CZ0989.The horizontal coordinates were scaled from a topographic map and have
 CZ0989.an estimated accuracy of +/- 6 seconds.
 CZ0989
 CZ0989.The orthometric height was determined by differential leveling
 CZ0989.and adjusted in June 1991.
 CZ0989
 CZ0989.The geoid height was determined by GEOID03.
 CZ0989
 CZ0989.The dynamic height is computed by dividing the NAVD 88
 CZ0989.geopotential number by the normal gravity value computed on the
 CZ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0989.degrees latitude (g = 980.6199 gals.).
 CZ0989
 CZ0989.The modeled gravity was interpolated from observed gravity values.
 CZ0989.The observed gravity was obtained from relative gravimeter ties
 CZ0989.to the IGSN71 gravity network.
 CZ0989
 CZ0989;                    North         East    Units  Estimated Accuracy
 CZ0989;SPC AZ C     -   209,840.      225,890.      MT  (+/- 180 meters Scaled)
 CZ0989
 CZ0989                          SUPERSEDED SURVEY CONTROL
 CZ0989
 CZ0989  NGVD 29 (??/??/92)  418.643  (m)         1373.50   (f) ADJ UNCH    1 2
 CZ0989
 CZ0989.Superseded values are not recommended for survey control.
 CZ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0989.See file dsdata.txt to determine how the superseded data were derived.
 CZ0989
 CZ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB267396(NAD 83)
 CZ0989_MARKER: DB = BENCH MARK DISK
 CZ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0989_STAMPING: G 363 1967
 CZ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0989+STABILITY: SURFACE MOTION
 CZ0989
 CZ0989  HISTORY     - Date     Condition        Report By
 CZ0989  HISTORY     - 1967     MONUMENTED       CGS
 CZ0989  HISTORY     - 1980     GOOD             NGS
 CZ0989  HISTORY     - 1980     GOOD             NGS
 CZ0989  HISTORY     - 20070827 MARK NOT FOUND   GEOCAC
 CZ0989
 CZ0989                          STATION DESCRIPTION
 CZ0989
 CZ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0989'2.0 MI NW FROM CASA GRANDE.
 CZ0989'ABOUT 2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0989'STATION AT CASA GRANDE, IN S 24, T 6 S, R 5 E, 3 1/4 POLES NORTHWEST
 CZ0989'OF MILEPOST 917, 73 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CZ0989'TRACKS, 57 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH
 CZ0989'PARALLELS THE TRACKS, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET
 CZ0989'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CZ0989'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ0989
 CZ0989                          STATION RECOVERY (1980)
 CZ0989
 CZ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0989'RECOVERED IN GOOD CONDITION.
 CZ0989
 CZ0989                          STATION RECOVERY (1980)
 CZ0989
 CZ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0989'RECOVERED IN GOOD CONDITION.
 CZ0989
 CZ0989                          STATION RECOVERY (2007)
 CZ0989
 CZ0989'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0989'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ0989'MARK. TWO ADDITIONAL SETS OF TRACKS HAVE BEEN PLACED AT THE SITE, TO
 CZ0989'THE SOUTHWEST OF THE ORIGINAL TRACKS. THE MARK APPEARS TO HAVE BEEN
 CZ0989'DESTROYED BY HEAVY MACHINERY OPERATING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0539 ***********************************************************************
 DU0539  DESIGNATION -  G 364
 DU0539  PID         -  DU0539
 DU0539  STATE/COUNTY-  AZ/PINAL
 DU0539  USGS QUAD   -  FLORENCE (1981)
 DU0539
 DU0539                         *CURRENT SURVEY CONTROL
 DU0539  ___________________________________________________________________
 DU0539* NAD 83(1986)-  33 02 14.     (N)    111 22 37.     (W)     SCALED    
 DU0539* NAVD 88     -       455.057  (meters)    1492.97   (feet)  ADJUSTED  
 DU0539  ___________________________________________________________________
 DU0539  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0539  DYNAMIC HT  -         454.498 (meters)    1491.13  (feet)  COMP
 DU0539  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 DU0539  OBS GRAVITY -     979,394.5   (mgal)                       GRAV_OBS
 DU0539
 DU0539  VERT ORDER  -  FIRST     CLASS II
 DU0539
 DU0539.The horizontal coordinates were scaled from a topographic map and have
 DU0539.an estimated accuracy of +/- 6 seconds.
 DU0539
 DU0539.The orthometric height was determined by differential leveling
 DU0539.and adjusted in November 1993.
 DU0539
 DU0539.The geoid height was determined by GEOID03.
 DU0539
 DU0539.The dynamic height is computed by dividing the NAVD 88
 DU0539.geopotential number by the normal gravity value computed on the
 DU0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0539.degrees latitude (g = 980.6199 gals.).
 DU0539
 DU0539.The modeled gravity was interpolated from observed gravity values.
 DU0539.The observed gravity was obtained from relative gravimeter ties
 DU0539.to the IGSN71 gravity network.
 DU0539
 DU0539;                    North         East    Units  Estimated Accuracy
 DU0539;SPC AZ C     -   226,010.      263,770.      MT  (+/- 180 meters Scaled)
 DU0539
 DU0539                          SUPERSEDED SURVEY CONTROL
 DU0539
 DU0539  NGVD 29 (??/??/92)  454.481  (m)         1491.08   (f) ADJ UNCH    1 2
 DU0539
 DU0539.Superseded values are not recommended for survey control.
 DU0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0539.See file dsdata.txt to determine how the superseded data were derived.
 DU0539
 DU0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB648554(NAD 83)
 DU0539_MARKER: DB = BENCH MARK DISK
 DU0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU0539_SP_SET: COPPER-CLAD STEEL ROD
 DU0539_STAMPING: G 364 1967
 DU0539_MARK LOGO: CGS   
 DU0539_PROJECTION: PROJECTING 5 CENTIMETERS
 DU0539_MAGNETIC: I = MARKER IS A STEEL ROD
 DU0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0539+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU0539_ROD/PIPE-DEPTH: 8.5  meters
 DU0539
 DU0539  HISTORY     - Date     Condition        Report By
 DU0539  HISTORY     - 1967     MONUMENTED       CGS
 DU0539  HISTORY     - 19920110 GOOD             NGS
 DU0539  HISTORY     - 20070821 GOOD             CAP
 DU0539  HISTORY     - 20080416 GOOD             GEOCAC
 DU0539
 DU0539                          STATION DESCRIPTION
 DU0539
 DU0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0539'0.6 MI NE FROM FLORENCE.
 DU0539'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0539'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0539'89 BUSINESS ROUTE, IN S 36, T 4 S, R 9 E, AT THE JUNCTION OF 5TH
 DU0539'STREET AND U.S. HIGHWAY 80-89, 46 FEET EAST OF THE CENTER LINE OF U.S.
 DU0539'HIGHWAY 80-89, 21 FEET NORTH OF THE EXTENDED CENTER LINE OF 5TH
 DU0539'STREET, 14 1/2 FEET EAST OF THE EAST CURB OF THE HIGHWAY, 2 FEET SOUTH
 DU0539'OF THE MORE EASTERLY OF TWO POWER POLES, 1.0 FOOT NORTH OF A METAL
 DU0539'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DU0539'DRIVEN TO A DEPTH OF 28 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 DU0539'PROJECTING 2 INCHES.
 DU0539
 DU0539                          STATION RECOVERY (1992)
 DU0539
 DU0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0539'IN FLORENCE, AT THE INTERSECTION OF RUGGLES AVENUE (U.S. HIGHWAY 89
 DU0539'BUSINESS) AND PINAL PARKWAY (U.S. HIGHWAY 89), 8.7 M (28.5 FT) EAST
 DU0539'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DU0539'PARKWAY, 6.7 M (22.0 FT) NORTH OF THE EXTENDED CENTERLINE OF THE
 DU0539'AVENUE, 4.2 M (13.8 FT) SOUTHEAST OF A UTILITY BRACE POLE WITH A GUY
 DU0539'CABLE, 0.6 M (2.0 FT) SOUTHEAST OF A UTILITY JUNCTION BOX, AND 0.3 M
 DU0539'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 DU0539'5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DU0539
 DU0539                          STATION RECOVERY (2007)
 DU0539
 DU0539'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2007 (DLD)
 DU0539'LAT,LON FOR MONUMENT SEARCH ONLY  N 33-02-09.6  W 111-22-44.3
 DU0539
 DU0539                          STATION RECOVERY (2008)
 DU0539
 DU0539'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0539'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0539'02.160 W111  22.739 (WGS84).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0062 ***********************************************************************
 DV0062  DESIGNATION -  G 365
 DV0062  PID         -  DV0062
 DV0062  STATE/COUNTY-  AZ/MARICOPA
 DV0062  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0062
 DV0062                         *CURRENT SURVEY CONTROL
 DV0062  ___________________________________________________________________
 DV0062* NAD 83(1986)-  33 40 00.     (N)    112 14 17.     (W)     SCALED    
 DV0062* NAVD 88     -       383.043  (meters)    1256.70   (feet)  ADJUSTED  
 DV0062  ___________________________________________________________________
 DV0062  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0062  DYNAMIC HT  -         382.599 (meters)    1255.24  (feet)  COMP
 DV0062  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DV0062
 DV0062  VERT ORDER  -  FIRST     CLASS II
 DV0062
 DV0062.The horizontal coordinates were scaled from a topographic map and have
 DV0062.an estimated accuracy of +/- 6 seconds.
 DV0062
 DV0062.The orthometric height was determined by differential leveling
 DV0062.and adjusted in June 1991.
 DV0062
 DV0062.The geoid height was determined by GEOID03.
 DV0062
 DV0062.The dynamic height is computed by dividing the NAVD 88
 DV0062.geopotential number by the normal gravity value computed on the
 DV0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0062.degrees latitude (g = 980.6199 gals.).
 DV0062
 DV0062.The modeled gravity was interpolated from observed gravity values.
 DV0062
 DV0062;                    North         East    Units  Estimated Accuracy
 DV0062;SPC AZ C     -   295,730.      183,560.      MT  (+/- 180 meters Scaled)
 DV0062
 DV0062                          SUPERSEDED SURVEY CONTROL
 DV0062
 DV0062  NGVD 29 (??/??/92)  382.563  (m)         1255.13   (f) ADJ UNCH    1 2
 DV0062
 DV0062.Superseded values are not recommended for survey control.
 DV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0062.See file dsdata.txt to determine how the superseded data were derived.
 DV0062
 DV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852258(NAD 83)
 DV0062_MARKER: DB = BENCH MARK DISK
 DV0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0062_SP_SET: FOUNDATION
 DV0062_STAMPING: G 365 1967
 DV0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0062
 DV0062  HISTORY     - Date     Condition        Report By
 DV0062  HISTORY     - 1967     MONUMENTED       CGS
 DV0062  HISTORY     - 1981     GOOD             NGS
 DV0062  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0062  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0062
 DV0062                          STATION DESCRIPTION
 DV0062
 DV0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0062'7.5 MI NE FROM SUN CITY.
 DV0062'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0062'CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 27, T 4
 DV0062'N, R 1 E, 92 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD
 DV0062'AND 83RD AVENUE, 62 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 DV0062'ROAD, 70 FEET WEST OF THE CENTER LINE OF 83RD AVENUE, SET IN THE TOP
 DV0062'OF THE NORTH CORNER OF THE CONCRETE FOUNDATION FOR ELECTRIC IRRIGATION
 DV0062'PUMP NUMBER 5, ABOUT LEVEL WITH THE GROUND, 17 FEET SOUTHWEST OF THE
 DV0062'MORE SOUTHERLY OF 2 POLES BEARING 3 TRANSFORMERS, AND ABOUT 1 FOOT
 DV0062'ABOVE THE LEVEL OF THE ROADS.
 DV0062
 DV0062                          STATION RECOVERY (1981)
 DV0062
 DV0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0062'RECOVERED IN GOOD CONDITION.
 DV0062
 DV0062                          STATION RECOVERY (2002)
 DV0062
 DV0062'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0062'MARK NOT FOUND.
 DV0062
 DV0062                          STATION RECOVERY (2007)
 DV0062
 DV0062'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0062'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0062'MARK. THE PUMP AND WELLHEAD HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0087 ***********************************************************************
 DV0087  DESIGNATION -  G 366
 DV0087  PID         -  DV0087
 DV0087  STATE/COUNTY-  AZ/MARICOPA
 DV0087  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0087
 DV0087                         *CURRENT SURVEY CONTROL
 DV0087  ___________________________________________________________________
 DV0087* NAD 83(1986)-  33 41 08.     (N)    112 24 39.     (W)     SCALED    
 DV0087* NAVD 88     -       408.746  (meters)    1341.03   (feet)  ADJUSTED  
 DV0087  ___________________________________________________________________
 DV0087  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0087  DYNAMIC HT  -         408.270 (meters)    1339.47  (feet)  COMP
 DV0087  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 DV0087
 DV0087  VERT ORDER  -  FIRST     CLASS II
 DV0087
 DV0087.The horizontal coordinates were scaled from a topographic map and have
 DV0087.an estimated accuracy of +/- 6 seconds.
 DV0087
 DV0087.The orthometric height was determined by differential leveling
 DV0087.and adjusted in June 1991.
 DV0087
 DV0087.The geoid height was determined by GEOID03.
 DV0087
 DV0087.The dynamic height is computed by dividing the NAVD 88
 DV0087.geopotential number by the normal gravity value computed on the
 DV0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0087.degrees latitude (g = 980.6199 gals.).
 DV0087
 DV0087.The modeled gravity was interpolated from observed gravity values.
 DV0087
 DV0087;                    North         East    Units  Estimated Accuracy
 DV0087;SPC AZ C     -   297,890.      167,540.      MT  (+/- 180 meters Scaled)
 DV0087
 DV0087                          SUPERSEDED SURVEY CONTROL
 DV0087
 DV0087  NGVD 29 (??/??/92)  408.177  (m)         1339.16   (f) ADJ UNCH    1 2
 DV0087
 DV0087.Superseded values are not recommended for survey control.
 DV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0087.See file dsdata.txt to determine how the superseded data were derived.
 DV0087
 DV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC692281(NAD 83)
 DV0087_MARKER: DB = BENCH MARK DISK
 DV0087_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0087_SP_SET: 18 FEET
 DV0087_STAMPING: G 366 1967
 DV0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0087
 DV0087  HISTORY     - Date     Condition        Report By
 DV0087  HISTORY     - 1967     MONUMENTED       CGS
 DV0087  HISTORY     - 1981     GOOD             NGS
 DV0087  HISTORY     - 20090217 MARK NOT FOUND   SURPGS
 DV0087
 DV0087                          STATION DESCRIPTION
 DV0087
 DV0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0087'7.0 MI NW FROM EL MIRAGE.
 DV0087'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0087'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, IN SECTION 13, T 4 N, R
 DV0087'2 W, 67 YARDS WEST OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAYS
 DV0087'60, 70 AND 89, STATE HIGHWAY 93 AND CANAL ROAD, 95 1/2 FEET SOUTHWEST
 DV0087'OF THE CENTER LINE OF THE HIGHWAYS, 130 FEET WEST OF THE NORTHWEST END
 DV0087'OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT UNDER THE HIGHWAYS,
 DV0087'18 1/2 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE,
 DV0087'1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 DV0087'LEVEL OF THE HIGHWAYS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DV0087'THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 5-INCH IRON
 DV0087'PIPE WHICH PROJECTS 8 INCHES.
 DV0087
 DV0087                          STATION RECOVERY (1981)
 DV0087
 DV0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0087'RECOVERED IN GOOD CONDITION.
 DV0087
 DV0087                          STATION RECOVERY (2009)
 DV0087
 DV0087'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0087'DESCRIPTION OF MARK FALLS WITHIN A NEWLY CONSTRUCTED SECTION OF GRAND
 DV0087'AVE., AND IS ASSUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0636 ***********************************************************************
 CG0636  DESIGNATION -  G 38
 CG0636  PID         -  CG0636
 CG0636  STATE/COUNTY-  AZ/PIMA
 CG0636  USGS QUAD   -  SELLS EAST (1982)
 CG0636
 CG0636                         *CURRENT SURVEY CONTROL
 CG0636  ___________________________________________________________________
 CG0636* NAD 83(1986)-  31 56 31.     (N)    111 46 03.     (W)     SCALED    
 CG0636* NAVD 88     -       811.63   (+/-2cm)    2662.8    (feet)  VERTCON   
 CG0636  ___________________________________________________________________
 CG0636  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CG0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0636
 CG0636.The horizontal coordinates were scaled from a topographic map and have
 CG0636.an estimated accuracy of +/- 6 seconds.
 CG0636
 CG0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0636.The vertical order pertains to the NGVD 29 superseded value.
 CG0636
 CG0636.The geoid height was determined by GEOID03.
 CG0636
 CG0636;                    North         East    Units  Estimated Accuracy
 CG0636;SPC AZ C     -   104,440.      227,460.      MT  (+/- 180 meters Scaled)
 CG0636
 CG0636                          SUPERSEDED SURVEY CONTROL
 CG0636
 CG0636  NGVD 29 (??/??/92)  810.908  (m)         2660.45   (f) ADJ UNCH    2 0
 CG0636
 CG0636.Superseded values are not recommended for survey control.
 CG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0636.See file dsdata.txt to determine how the superseded data were derived.
 CG0636
 CG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA274342(NAD 83)
 CG0636_MARKER: DB = BENCH MARK DISK
 CG0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0636_STAMPING: G 38 2660.592 1933
 CG0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0636+STABILITY: SURFACE MOTION
 CG0636
 CG0636  HISTORY     - Date     Condition        Report By
 CG0636  HISTORY     - 1933     MONUMENTED       CGS
 CG0636  HISTORY     - 1952     GOOD             NGS
 CG0636
 CG0636                          STATION DESCRIPTION
 CG0636
 CG0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0636'7.85 MI E FROM SELLS.
 CG0636'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0636'THENCE 4.5 MILES EAST ALONG THE STATE HIGHWAY 86, THENCE 1.85 MILES
 CG0636'SOUTHWEST ALONG A GRAVEL ROAD, 418 FEET SOUTHEAST OF THE CENTER LINE
 CG0636'OF THE NEW HIGHWAY 86, 101.4 FEET NORTHEAST OF A TELEPHONE POLE, 44
 CG0636'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY 86, 8.8 FEET
 CG0636'NORTHWEST OF A FENCE LINE, 2.2 FEET NORTH OF THE WITNESS POST, AND
 CG0636'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CG0636'PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- NOT LEVELED TO IN 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0185 ***********************************************************************
 FR0185  DESIGNATION -  G 385
 FR0185  PID         -  FR0185
 FR0185  STATE/COUNTY-  AZ/YAVAPAI
 FR0185  USGS QUAD   -  RED MESA (1981)
 FR0185
 FR0185                         *CURRENT SURVEY CONTROL
 FR0185  ___________________________________________________________________
 FR0185* NAD 83(1986)-  35 22 33.     (N)    112 58 51.     (W)     SCALED    
 FR0185* NAVD 88     -      1569.518  (meters)    5149.33   (feet)  ADJUSTED  
 FR0185  ___________________________________________________________________
 FR0185  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0185  DYNAMIC HT  -        1567.460 (meters)    5142.57  (feet)  COMP
 FR0185  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 FR0185
 FR0185  VERT ORDER  -  FIRST     CLASS II
 FR0185
 FR0185.The horizontal coordinates were scaled from a topographic map and have
 FR0185.an estimated accuracy of +/- 6 seconds.
 FR0185
 FR0185.The orthometric height was determined by differential leveling
 FR0185.and adjusted in June 1991.
 FR0185.WARNING-Repeat measurements at this control monument indicate possible
 FR0185.vertical movement.
 FR0185
 FR0185.The geoid height was determined by GEOID03.
 FR0185
 FR0185.The dynamic height is computed by dividing the NAVD 88
 FR0185.geopotential number by the normal gravity value computed on the
 FR0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0185.degrees latitude (g = 980.6199 gals.).
 FR0185
 FR0185.The modeled gravity was interpolated from observed gravity values.
 FR0185
 FR0185;                    North         East    Units  Estimated Accuracy
 FR0185;SPC AZ C     -   485,790.      116,670.      MT  (+/- 180 meters Scaled)
 FR0185
 FR0185                          SUPERSEDED SURVEY CONTROL
 FR0185
 FR0185  NGVD 29 (??/??/92) 1568.630  (m)         5146.41   (f) ADJ UNCH    1 2
 FR0185
 FR0185.Superseded values are not recommended for survey control.
 FR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0185.See file dsdata.txt to determine how the superseded data were derived.
 FR0185
 FR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE200165(NAD 83)
 FR0185_MARKER: DB = BENCH MARK DISK
 FR0185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0185_STAMPING: G 385 1968
 FR0185_MARK LOGO: CGS   
 FR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0185+STABILITY: SURFACE MOTION
 FR0185
 FR0185  HISTORY     - Date     Condition        Report By
 FR0185  HISTORY     - 1968     MONUMENTED       CGS
 FR0185  HISTORY     - 1982     GOOD             NGS
 FR0185
 FR0185                          STATION DESCRIPTION
 FR0185
 FR0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0185'7.55 MI W FROM SELIGMAN.
 FR0185'7.55 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0185'THE STATION AT SELIGMAN, 0.35 MILE NORTHWEST OF MILEPOST 436, IN THE
 FR0185'TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF DOUBLE
 FR0185'CONCRETE PIPE CULVERTS, 28.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 FR0185'ABOUT 14 FEET LOWER THAN THE TRACK.
 FR0185
 FR0185                          STATION RECOVERY (1982)
 FR0185
 FR0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0310 ***********************************************************************
 FR0310  DESIGNATION -  G 386
 FR0310  PID         -  FR0310
 FR0310  STATE/COUNTY-  AZ/COCONINO
 FR0310  USGS QUAD   -  RHODES CANYON (1981)
 FR0310
 FR0310                         *CURRENT SURVEY CONTROL
 FR0310  ___________________________________________________________________
 FR0310* NAD 83(1986)-  35 35 47.     (N)    112 53 21.     (W)     SCALED    
 FR0310* NAVD 88     -      1831.264  (meters)    6008.07   (feet)  POSTED    
 FR0310  ___________________________________________________________________
 FR0310  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 FR0310  DYNAMIC HT  -        1828.830 (meters)    6000.09  (feet)  COMP
 FR0310  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 FR0310
 FR0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0310
 FR0310.The horizontal coordinates were scaled from a topographic map and have
 FR0310.an estimated accuracy of +/- 6 seconds.
 FR0310
 FR0310.The orthometric height was determined by differential leveling
 FR0310.and adjusted by the  in 1992.
 FR0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0310.rate of 0.0 thru 1.0 mm/km.
 FR0310
 FR0310.The geoid height was determined by GEOID03.
 FR0310
 FR0310.The dynamic height is computed by dividing the NAVD 88
 FR0310.geopotential number by the normal gravity value computed on the
 FR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0310.degrees latitude (g = 980.6199 gals.).
 FR0310
 FR0310.The modeled gravity was interpolated from observed gravity values.
 FR0310
 FR0310;                    North         East    Units  Estimated Accuracy
 FR0310;SPC AZ C     -   510,170.      125,240.      MT  (+/- 180 meters Scaled)
 FR0310
 FR0310                          SUPERSEDED SURVEY CONTROL
 FR0310
 FR0310  NGVD 29 (??/??/92) 1830.345  (m)         6005.06   (f) ADJ UNCH    2 0
 FR0310
 FR0310.Superseded values are not recommended for survey control.
 FR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0310.See file dsdata.txt to determine how the superseded data were derived.
 FR0310
 FR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE288408(NAD 83)
 FR0310_MARKER: DB = BENCH MARK DISK
 FR0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0310_SP_SET: ROD
 FR0310_STAMPING: G 386 1968
 FR0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0310
 FR0310  HISTORY     - Date     Condition        Report By
 FR0310  HISTORY     - 1968     MONUMENTED       CGS
 FR0310
 FR0310                          STATION DESCRIPTION
 FR0310
 FR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0310'22.1 MI N FROM SELIGMAN.
 FR0310'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0310'THE STATION AT SELIGMAN, THENCE 21.05 MILES NORTH ALONG A DIRT ROAD,
 FR0310'0.2 MILE SOUTHEAST OF THE CROSSING OF A WASH, 25 FEET SOUTHWEST OF THE
 FR0310'CENTER LINE OF THE ROAD, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT
 FR0310'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 FR0310'ROD.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE
 FR0310'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0062 ***********************************************************************
 FR0062  DESIGNATION -  G 387
 FR0062  PID         -  FR0062
 FR0062  STATE/COUNTY-  AZ/COCONINO
 FR0062  USGS QUAD   -  MILLER TANK (1981)
 FR0062
 FR0062                         *CURRENT SURVEY CONTROL
 FR0062  ___________________________________________________________________
 FR0062* NAD 83(1986)-  35 44 46.     (N)    112 18 57.     (W)     SCALED    
 FR0062* NAVD 88     -      1792.870  (meters)    5882.11   (feet)  POSTED    
 FR0062  ___________________________________________________________________
 FR0062  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FR0062  DYNAMIC HT  -        1790.520 (meters)    5874.40  (feet)  COMP
 FR0062  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 FR0062
 FR0062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0062
 FR0062.The horizontal coordinates were scaled from a topographic map and have
 FR0062.an estimated accuracy of +/- 6 seconds.
 FR0062
 FR0062.The orthometric height was determined by differential leveling
 FR0062.and adjusted by the  in 1992.
 FR0062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0062.rate of 0.0 thru 1.0 mm/km.
 FR0062
 FR0062.The geoid height was determined by GEOID03.
 FR0062
 FR0062.The dynamic height is computed by dividing the NAVD 88
 FR0062.geopotential number by the normal gravity value computed on the
 FR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0062.degrees latitude (g = 980.6199 gals.).
 FR0062
 FR0062.The modeled gravity was interpolated from observed gravity values.
 FR0062
 FR0062;                    North         East    Units  Estimated Accuracy
 FR0062;SPC AZ C     -   526,420.      177,260.      MT  (+/- 180 meters Scaled)
 FR0062
 FR0062                          SUPERSEDED SURVEY CONTROL
 FR0062
 FR0062  NGVD 29 (??/??/92) 1792.015  (m)         5879.30   (f) ADJ UNCH    2 0
 FR0062
 FR0062.Superseded values are not recommended for survey control.
 FR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0062.See file dsdata.txt to determine how the superseded data were derived.
 FR0062
 FR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE810565(NAD 83)
 FR0062_MARKER: DB = BENCH MARK DISK
 FR0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0062_SP_SET: FOUNDATION
 FR0062_STAMPING: G 387 1968
 FR0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0062
 FR0062  HISTORY     - Date     Condition        Report By
 FR0062  HISTORY     - 1968     MONUMENTED       CGS
 FR0062
 FR0062                          STATION DESCRIPTION
 FR0062
 FR0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0062'3.7 MI W FROM WILLAHA.
 FR0062'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0062'THE SIDING SIGN AT WILLAHA, THENCE 2.9 MILES WEST ALONG A STEEL TOWER
 FR0062'POWER LINE, 2 TOWERS WEST OF BENCH MARK F 387, IN THE TOP OF THE
 FR0062'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 770, 40 FEET
 FR0062'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FR0062'AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0335 ***********************************************************************
 FR0335  DESIGNATION -  G 388
 FR0335  PID         -  FR0335
 FR0335  STATE/COUNTY-  AZ/COCONINO
 FR0335  USGS QUAD   -  BLACK TANK (1980)
 FR0335
 FR0335                         *CURRENT SURVEY CONTROL
 FR0335  ___________________________________________________________________
 FR0335* NAD 83(1986)-  35 42 35.     (N)    112 39 18.     (W)     SCALED    
 FR0335* NAVD 88     -      1712.412  (meters)    5618.14   (feet)  POSTED    
 FR0335  ___________________________________________________________________
 FR0335  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FR0335  DYNAMIC HT  -        1710.200 (meters)    5610.88  (feet)  COMP
 FR0335  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 FR0335
 FR0335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0335
 FR0335.The horizontal coordinates were scaled from a topographic map and have
 FR0335.an estimated accuracy of +/- 6 seconds.
 FR0335
 FR0335.The orthometric height was determined by differential leveling
 FR0335.and adjusted by the  in 1992.
 FR0335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0335.rate of 0.0 thru 1.0 mm/km.
 FR0335
 FR0335.The geoid height was determined by GEOID03.
 FR0335
 FR0335.The dynamic height is computed by dividing the NAVD 88
 FR0335.geopotential number by the normal gravity value computed on the
 FR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0335.degrees latitude (g = 980.6199 gals.).
 FR0335
 FR0335.The modeled gravity was interpolated from observed gravity values.
 FR0335
 FR0335;                    North         East    Units  Estimated Accuracy
 FR0335;SPC AZ C     -   522,560.      146,550.      MT  (+/- 180 meters Scaled)
 FR0335
 FR0335                          SUPERSEDED SURVEY CONTROL
 FR0335
 FR0335  NGVD 29 (??/??/92) 1711.560  (m)         5615.34   (f) ADJ UNCH    2 0
 FR0335
 FR0335.Superseded values are not recommended for survey control.
 FR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0335.See file dsdata.txt to determine how the superseded data were derived.
 FR0335
 FR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE502530(NAD 83)
 FR0335_MARKER: DB = BENCH MARK DISK
 FR0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0335_SP_SET: FOUNDATION
 FR0335_STAMPING: G 388 1968
 FR0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0335
 FR0335  HISTORY     - Date     Condition        Report By
 FR0335  HISTORY     - 1968     MONUMENTED       CGS
 FR0335
 FR0335                          STATION DESCRIPTION
 FR0335
 FR0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0335'23.4 MI W FROM WILLAHA.
 FR0335'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0335'THE SIDING SIGN AT WILLAHA, THENCE 22.6 MILES WEST ALONG A STEEL TOWER
 FR0335'POWER LINE, TWO TOWERS WEST OF BENCH MARK F 388, IN THE TOP OF THE
 FR0335'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 831, 41 FEET
 FR0335'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0335'ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0361 ***********************************************************************
 FR0361  DESIGNATION -  G 389
 FR0361  PID         -  FR0361
 FR0361  STATE/COUNTY-  AZ/COCONINO
 FR0361  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0361
 FR0361                         *CURRENT SURVEY CONTROL
 FR0361  ___________________________________________________________________
 FR0361* NAD 83(1986)-  35 52 43.     (N)    112 43 55.     (W)     SCALED    
 FR0361* NAVD 88     -      1745.591  (meters)    5726.99   (feet)  POSTED    
 FR0361  ___________________________________________________________________
 FR0361  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 FR0361  DYNAMIC HT  -        1743.350 (meters)    5719.64  (feet)  COMP
 FR0361  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 FR0361
 FR0361  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0361
 FR0361.The horizontal coordinates were scaled from a topographic map and have
 FR0361.an estimated accuracy of +/- 6 seconds.
 FR0361
 FR0361.The orthometric height was determined by differential leveling
 FR0361.and adjusted by the  in 1992.
 FR0361.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0361.was located on a no-check spur therefore a value was not computed.
 FR0361.No vertical observational check was made to the station.
 FR0361
 FR0361.The geoid height was determined by GEOID03.
 FR0361
 FR0361.The dynamic height is computed by dividing the NAVD 88
 FR0361.geopotential number by the normal gravity value computed on the
 FR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0361.degrees latitude (g = 980.6199 gals.).
 FR0361
 FR0361.The modeled gravity was interpolated from observed gravity values.
 FR0361
 FR0361;                    North         East    Units  Estimated Accuracy
 FR0361;SPC AZ C     -   541,350.      139,750.      MT  (+/- 180 meters Scaled)
 FR0361
 FR0361                          SUPERSEDED SURVEY CONTROL
 FR0361
 FR0361  NGVD 29 (??/??/92) 1744.712  (m)         5724.11   (f) ADJ UNCH    2 0
 FR0361
 FR0361.Superseded values are not recommended for survey control.
 FR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0361.See file dsdata.txt to determine how the superseded data were derived.
 FR0361
 FR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE436718(NAD 83)
 FR0361_MARKER: DB = BENCH MARK DISK
 FR0361_SETTING: 66 = SET IN ROCK OUTCROP
 FR0361_SP_SET: FLAT OUTCROP
 FR0361_STAMPING: G 389 1968
 FR0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0361+STABILITY: POSITION/ELEVATION WELL
 FR0361
 FR0361  HISTORY     - Date     Condition        Report By
 FR0361  HISTORY     - 1968     MONUMENTED       CGS
 FR0361
 FR0361                          STATION DESCRIPTION
 FR0361
 FR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0361'38.6 MI NW FROM WILLAHA.
 FR0361'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0361'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0361'TOWER POWER LINE, THENCE 14.15 MILES NORTH ALONG A TRACK ROAD, ON THE
 FR0361'WEST SLOPE OF A HILL, IN THE TOP OF A FLAT OUTCROP WHICH IS ABOUT
 FR0361'FLUSH WITH THE GROUND, 178 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FR0361'1.0 FOOT WEST OF A WITNESS POST, AND ABOUT 20 FEET HIGHER THAN THE
 FR0361'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0832 ***********************************************************************
 CZ0832  DESIGNATION -  G 39
 CZ0832  PID         -  CZ0832
 CZ0832  STATE/COUNTY-  AZ/PIMA
 CZ0832  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0832
 CZ0832                         *CURRENT SURVEY CONTROL
 CZ0832  ___________________________________________________________________
 CZ0832* NAD 83(1986)-  32 10 04.     (N)    111 04 57.     (W)     SCALED    
 CZ0832* NAVD 88     -       779.28   (+/-2cm)    2556.7    (feet)  VERTCON   
 CZ0832  ___________________________________________________________________
 CZ0832  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0832
 CZ0832.The horizontal coordinates were scaled from a topographic map and have
 CZ0832.an estimated accuracy of +/- 6 seconds.
 CZ0832
 CZ0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0832.The vertical order pertains to the NGVD 29 superseded value.
 CZ0832
 CZ0832.The geoid height was determined by GEOID03.
 CZ0832
 CZ0832;                    North         East    Units  Estimated Accuracy
 CZ0832;SPC AZ C     -   129,780.      292,030.      MT  (+/- 180 meters Scaled)
 CZ0832
 CZ0832                          SUPERSEDED SURVEY CONTROL
 CZ0832
 CZ0832  NGVD 29 (??/??/92)  778.592  (m)         2554.43   (f) ADJ UNCH    2 0
 CZ0832
 CZ0832.Superseded values are not recommended for survey control.
 CZ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0832.See file dsdata.txt to determine how the superseded data were derived.
 CZ0832
 CZ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA922590(NAD 83)
 CZ0832_MARKER: DB = BENCH MARK DISK
 CZ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0832_STAMPING: G 39 1933 2554.726
 CZ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0832+STABILITY: SURFACE MOTION
 CZ0832
 CZ0832  HISTORY     - Date     Condition        Report By
 CZ0832  HISTORY     - 1933     MONUMENTED       CGS
 CZ0832  HISTORY     - 1951     GOOD             NGS
 CZ0832  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0832  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ0832
 CZ0832                          STATION DESCRIPTION
 CZ0832
 CZ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0832'7.0 MI W FROM TUCSON.
 CZ0832'7 MILES WEST OF THE U.S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0832'HIGHWAY 86 (AJO-TUCSON), 0.7 MILE WEST OF THE JUNCTION OF KINNEY ROAD
 CZ0832'LEADING NORTHWEST, ABOUT 0.1 MILE EAST OF A WASH, AND ABOUT 650 FEET
 CZ0832'EAST OF A DIP, 208.6 FEET SOUTHEAST OF A CAUTION SIGN READING DIP, 90
 CZ0832'1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49.6 FEET SOUTHEAST
 CZ0832'OF A TELEPHONE POLE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET
 CZ0832'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0832
 CZ0832                          STATION RECOVERY (1995)
 CZ0832
 CZ0832'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0832'MARK NOT FOUND.
 CZ0832
 CZ0832                          STATION RECOVERY (2001)
 CZ0832
 CZ0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0519 ***********************************************************************
 FS0519  DESIGNATION -  G 391
 FS0519  PID         -  FS0519
 FS0519  STATE/COUNTY-  AZ/MOHAVE
 FS0519  USGS QUAD   -  KINGMAN SW (1983)
 FS0519
 FS0519                         *CURRENT SURVEY CONTROL
 FS0519  ___________________________________________________________________
 FS0519* NAD 83(1986)-  35 01 00.     (N)    114 07 57.     (W)     SCALED    
 FS0519* NAVD 88     -       726.782  (meters)    2384.45   (feet)  ADJUSTED  
 FS0519  ___________________________________________________________________
 FS0519  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FS0519  DYNAMIC HT  -         725.954 (meters)    2381.73  (feet)  COMP
 FS0519  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 FS0519
 FS0519  VERT ORDER  -  FIRST     CLASS II
 FS0519
 FS0519.The horizontal coordinates were scaled from a topographic map and have
 FS0519.an estimated accuracy of +/- 6 seconds.
 FS0519
 FS0519.The orthometric height was determined by differential leveling
 FS0519.and adjusted in June 1991.
 FS0519
 FS0519.The geoid height was determined by GEOID03.
 FS0519
 FS0519.The dynamic height is computed by dividing the NAVD 88
 FS0519.geopotential number by the normal gravity value computed on the
 FS0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0519.degrees latitude (g = 980.6199 gals.).
 FS0519
 FS0519.The modeled gravity was interpolated from observed gravity values.
 FS0519
 FS0519;                    North         East    Units  Estimated Accuracy
 FS0519;SPC AZ W     -   445,510.      178,450.      MT  (+/- 180 meters Scaled)
 FS0519
 FS0519                          SUPERSEDED SURVEY CONTROL
 FS0519
 FS0519  NGVD 29 (??/??/92)  726.037  (m)         2382.01   (f) ADJ UNCH    1 2
 FS0519
 FS0519.Superseded values are not recommended for survey control.
 FS0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0519.See file dsdata.txt to determine how the superseded data were derived.
 FS0519
 FS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU616786(NAD 83)
 FS0519_MARKER: DB = BENCH MARK DISK
 FS0519_SETTING: 0 = UNSPECIFIED SETTING
 FS0519_STAMPING: G 391 1961
 FS0519_MARK LOGO: CGS   
 FS0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0519
 FS0519  HISTORY     - Date     Condition        Report By
 FS0519  HISTORY     - 1961     MONUMENTED       CGS
 FS0519  HISTORY     - 1981     GOOD             NGS
 FS0519
 FS0519                          STATION DESCRIPTION
 FS0519
 FS0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0519'13.8 MI SSW FROM KINGMAN.
 FS0519'ABOUT 13.8 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0519'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0519'ABOUT 0.25 MILES SOUTH OF MILE POST 38, AND AT A POWER LINE
 FS0519'CROSSING, 197 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 66,
 FS0519'2 FEET WEST OF A FENCE, 5.3 FEET NORTHEAST OF A TELEPHONE POLE,
 FS0519'190 FEET SOUTH OF A POWER LINE CROSSING, 4.1 FEET SOUTHWEST OF
 FS0519'A METAL WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0519
 FS0519                          STATION RECOVERY (1981)
 FS0519
 FS0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0519'17.8 KM (11.05 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 FS0519'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 0.3 KM (0.2 MI)
 FS0519'SOUTH OF MILEPOST 36, AT THE CROSSING OF A POWER LINE, 60 METERS
 FS0519'(197 FT) EAST OF THE CENTERLINE OF THE EAST LANES, 35.4 METERS
 FS0519'(116 FT) SOUTHWEST OF A POWER LINE, 2 METERS (6.5 FT) EAST OF THE
 FS0519'RIGHT OF WAY FENCE.
 FS0519'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 FS0519'THE MARK IS 0.3 M BELOW THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0584 ***********************************************************************
 FR0584  DESIGNATION -  G 392
 FR0584  PID         -  FR0584
 FR0584  STATE/COUNTY-  AZ/MOHAVE
 FR0584  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0584
 FR0584                         *CURRENT SURVEY CONTROL
 FR0584  ___________________________________________________________________
 FR0584* NAD 83(1986)-  35 09 58.     (N)    113 32 20.     (W)     SCALED    
 FR0584* NAVD 88     -      1329.851  (meters)    4363.02   (feet)  POSTED    
 FR0584  ___________________________________________________________________
 FR0584  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0584  DYNAMIC HT  -        1328.190 (meters)    4357.57  (feet)  COMP
 FR0584  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 FR0584
 FR0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0584
 FR0584.The horizontal coordinates were scaled from a topographic map and have
 FR0584.an estimated accuracy of +/- 6 seconds.
 FR0584
 FR0584.The orthometric height was determined by differential leveling
 FR0584.and adjusted by the  in 1992.
 FR0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0584.rate of 0.0 thru 1.0 mm/km.
 FR0584
 FR0584.The geoid height was determined by GEOID03.
 FR0584
 FR0584.The dynamic height is computed by dividing the NAVD 88
 FR0584.geopotential number by the normal gravity value computed on the
 FR0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0584.degrees latitude (g = 980.6199 gals.).
 FR0584
 FR0584.The modeled gravity was interpolated from observed gravity values.
 FR0584
 FR0584;                    North         East    Units  Estimated Accuracy
 FR0584;SPC AZ W     -   462,040.      232,590.      MT  (+/- 180 meters Scaled)
 FR0584
 FR0584                          SUPERSEDED SURVEY CONTROL
 FR0584
 FR0584  NGVD 29 (??/??/92) 1329.024  (m)         4360.31   (f) ADJ UNCH    2 0
 FR0584
 FR0584.Superseded values are not recommended for survey control.
 FR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0584.See file dsdata.txt to determine how the superseded data were derived.
 FR0584
 FR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD687944(NAD 83)
 FR0584_MARKER: DB = BENCH MARK DISK
 FR0584_SETTING: 66 = SET IN ROCK OUTCROP
 FR0584_SP_SET: ROCK OUTCROP
 FR0584_STAMPING: G 392 1962
 FR0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0584+STABILITY: POSITION/ELEVATION WELL
 FR0584
 FR0584  HISTORY     - Date     Condition        Report By
 FR0584  HISTORY     - 1962     MONUMENTED       CGS
 FR0584
 FR0584                          STATION DESCRIPTION
 FR0584
 FR0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0584'35.1 MI NE FROM KINGMAN.
 FR0584'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM TIS JUNCTION WITH
 FR0584'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0584'ROAD NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY
 FR0584'ROAD TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 6.0
 FR0584'MILES EAST ALONG THE DIRT ROAD, 35 FEET SOUTHEAST OF THE CENTER OF THE
 FR0584'ROAD, 24 FEET NORTHWEST OF THE CENTER OF A WASH, 14.3 FEET SOUTHEAST
 FR0584'OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD,
 FR0584'AND SET IN TOP OF A 4 BY 4 FOOT ROCK OUTCROP ABOUT FLUSH WITH THE
 FR0584'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0459 ***********************************************************************
 FR0459  DESIGNATION -  G 393
 FR0459  PID         -  FR0459
 FR0459  STATE/COUNTY-  AZ/YAVAPAI
 FR0459  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0459
 FR0459                         *CURRENT SURVEY CONTROL
 FR0459  ___________________________________________________________________
 FR0459* NAD 83(1986)-  35 15 56.     (N)    113 09 20.     (W)     SCALED    
 FR0459* NAVD 88     -      1631.872  (meters)    5353.90   (feet)  POSTED    
 FR0459  ___________________________________________________________________
 FR0459  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FR0459  DYNAMIC HT  -        1629.710 (meters)    5346.81  (feet)  COMP
 FR0459  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 FR0459
 FR0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0459
 FR0459.The horizontal coordinates were scaled from a topographic map and have
 FR0459.an estimated accuracy of +/- 6 seconds.
 FR0459
 FR0459.The orthometric height was determined by differential leveling
 FR0459.and adjusted by the  in 1992.
 FR0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0459.rate of 0.0 thru 1.0 mm/km.
 FR0459
 FR0459.The geoid height was determined by GEOID03.
 FR0459
 FR0459.The dynamic height is computed by dividing the NAVD 88
 FR0459.geopotential number by the normal gravity value computed on the
 FR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0459.degrees latitude (g = 980.6199 gals.).
 FR0459
 FR0459.The modeled gravity was interpolated from observed gravity values.
 FR0459
 FR0459;                    North         East    Units  Estimated Accuracy
 FR0459;SPC AZ C     -   473,740.      100,640.      MT  (+/- 180 meters Scaled)
 FR0459
 FR0459                          SUPERSEDED SURVEY CONTROL
 FR0459
 FR0459  NGVD 29 (??/??/92) 1630.970  (m)         5350.94   (f) ADJ UNCH    2 0
 FR0459
 FR0459.Superseded values are not recommended for survey control.
 FR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0459.See file dsdata.txt to determine how the superseded data were derived.
 FR0459
 FR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE039046(NAD 83)
 FR0459_MARKER: DB = BENCH MARK DISK
 FR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0459_STAMPING: G 393 1962
 FR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0459+STABILITY: SURFACE MOTION
 FR0459
 FR0459  HISTORY     - Date     Condition        Report By
 FR0459  HISTORY     - 1962     MONUMENTED       CGS
 FR0459  HISTORY     - 1975     GOOD             USGS
 FR0459
 FR0459                          STATION DESCRIPTION
 FR0459
 FR0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0459'18.0 MI W FROM SELIGMAN.
 FR0459'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0459'ITS STATION AT SELIGMAN, THENCE 15.0 MILES WEST ALONG A GRAVEL ROAD,
 FR0459'206 FEET NORTH OF THE ROAD, 81 FEET SOUTH OF A TELEPHONE POLE NO. 2,
 FR0459'33 FEET SOUTH OF THE PIPE LINE, 4.5 FEET SOUTH OF A METAL WITNESS
 FR0459'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE PIPE LINE, AND IS SET IN TOP
 FR0459'OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0459
 FR0459                          STATION RECOVERY (1975)
 FR0459
 FR0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0459'3.0 MILES WEST ALONG U. S. 66, THENCE 15.0 MILES WEST ALONG A GRAVEL
 FR0459'ROAD, 0.55 MILE WEST OF A CULVERT UNDER NEW FREEWAY. MARK IS 525 FEET
 FR0459'NW OF CENTERLINE OF GRAVEL ROAD, 190 FEET NW OF WESTBOUND LANE OF
 FR0459'FREEWAY. 81 FEET SOUTH OF TELEPHONE POLE NO. 2, 33 FEET SOUTH OF
 FR0459'PIPELINE, 4.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 FR0459'THE LEVEL OF THE PIPELINE, AND IS SET IN TOP OF A CONCRETE POST
 FR0459'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0228 ***********************************************************************
 FR0228  DESIGNATION -  G 394
 FR0228  PID         -  FR0228
 FR0228  STATE/COUNTY-  AZ/YAVAPAI
 FR0228  USGS QUAD   -  CROOKTON (1973)
 FR0228
 FR0228                         *CURRENT SURVEY CONTROL
 FR0228  ___________________________________________________________________
 FR0228* NAD 83(1986)-  35 16 27.     (N)    112 42 07.     (W)     SCALED    
 FR0228* NAVD 88     -      1773.589  (meters)    5818.85   (feet)  POSTED    
 FR0228  ___________________________________________________________________
 FR0228  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0228  DYNAMIC HT  -        1771.170 (meters)    5810.91  (feet)  COMP
 FR0228  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 FR0228
 FR0228  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0228
 FR0228.The horizontal coordinates were scaled from a topographic map and have
 FR0228.an estimated accuracy of +/- 6 seconds.
 FR0228
 FR0228.The orthometric height was determined by differential leveling
 FR0228.and adjusted by the  in 1992.
 FR0228.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0228.was located on a no-check spur therefore a value was not computed.
 FR0228.No vertical observational check was made to the station.
 FR0228
 FR0228.The geoid height was determined by GEOID03.
 FR0228
 FR0228.The dynamic height is computed by dividing the NAVD 88
 FR0228.geopotential number by the normal gravity value computed on the
 FR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0228.degrees latitude (g = 980.6199 gals.).
 FR0228
 FR0228.The modeled gravity was interpolated from observed gravity values.
 FR0228
 FR0228;                    North         East    Units  Estimated Accuracy
 FR0228;SPC AZ C     -   474,270.      141,920.      MT  (+/- 180 meters Scaled)
 FR0228
 FR0228                          SUPERSEDED SURVEY CONTROL
 FR0228
 FR0228  NGVD 29 (??/??/92) 1772.636  (m)         5815.72   (f) ADJ UNCH    2 0
 FR0228
 FR0228.Superseded values are not recommended for survey control.
 FR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0228.See file dsdata.txt to determine how the superseded data were derived.
 FR0228
 FR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE452047(NAD 83)
 FR0228_MARKER: DB = BENCH MARK DISK
 FR0228_SETTING: 66 = SET IN ROCK OUTCROP
 FR0228_SP_SET: ROCK OUTCROP
 FR0228_STAMPING: G 394 1962
 FR0228_MARK LOGO: CGS   
 FR0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0228+STABILITY: POSITION/ELEVATION WELL
 FR0228
 FR0228  HISTORY     - Date     Condition        Report By
 FR0228  HISTORY     - 1962     MONUMENTED       CGS
 FR0228  HISTORY     - 1982     GOOD             NGS
 FR0228
 FR0228                          STATION DESCRIPTION
 FR0228
 FR0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0228'10.95 MI SE FROM SELIGMAN.
 FR0228'10.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0228'SANTA FE RAILWAY STATION AT SELIGMAN, TO THE JUNCTION OF A DIRT ROAD
 FR0228'LEADING SOUTH, THENCE SOUTHERLY ON DIRT ROAD FOR 0.3 MILE TO WHERE
 FR0228'ROAD TURNS WEST CONTINUE STRAIGHT AHEAD CROSS COUNTRY FOR 0.2 MILE TO
 FR0228'A PIPE LINE, THENCE GO EAST A LONG PIPE LINE FOR ABOUT 0.05 MILE,
 FR0228'THENCE SOUTH FOR ABOUT 100 YARDS ALONG TRAIL MARKED BY YELLOW PAINT,
 FR0228'SET IN TOP OF OUTCROPPING ROCK WHICH PROJECTS ABOUT 1 FOOT, 8 FEET
 FR0228'SOUTH OF A TRIANGLE BLAZED TREE, ABOUT 12 FEET BELOW THE HIGHEST PART
 FR0228'OF THE HILL.
 FR0228
 FR0228                          STATION RECOVERY (1982)
 FR0228
 FR0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0453 ***********************************************************************
 DV0453  DESIGNATION -  G 395
 DV0453  PID         -  DV0453
 DV0453  STATE/COUNTY-  AZ/MARICOPA
 DV0453  USGS QUAD   -  FOWLER (1982)
 DV0453
 DV0453                         *CURRENT SURVEY CONTROL
 DV0453  ___________________________________________________________________
 DV0453* NAD 83(1986)-  33 24 29.     (N)    112 14 16.     (W)     SCALED    
 DV0453* NAVD 88     -       301.04   (+/-2cm)     987.7    (feet)  VERTCON   
 DV0453  ___________________________________________________________________
 DV0453  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0453
 DV0453.The horizontal coordinates were scaled from a topographic map and have
 DV0453.an estimated accuracy of +/- 6 seconds.
 DV0453
 DV0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0453.The vertical order pertains to the NGVD 29 superseded value.
 DV0453
 DV0453.The geoid height was determined by GEOID03.
 DV0453
 DV0453;                    North         East    Units  Estimated Accuracy
 DV0453;SPC AZ C     -   267,050.      183,490.      MT  (+/- 180 meters Scaled)
 DV0453
 DV0453                          SUPERSEDED SURVEY CONTROL
 DV0453
 DV0453  NGVD 29 (??/??/92)  300.391  (m)          985.53   (f) ADJ UNCH    2 0
 DV0453
 DV0453.Superseded values are not recommended for survey control.
 DV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0453.See file dsdata.txt to determine how the superseded data were derived.
 DV0453
 DV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB849972(NAD 83)
 DV0453_MARKER: DB = BENCH MARK DISK
 DV0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0453_STAMPING: G 395 1962
 DV0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0453+STABILITY: SURFACE MOTION
 DV0453
 DV0453  HISTORY     - Date     Condition        Report By
 DV0453  HISTORY     - 1962     MONUMENTED       CGS
 DV0453  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0453  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0453
 DV0453                          STATION DESCRIPTION
 DV0453
 DV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0453'9.1 MI SW FROM PHOENIX.
 DV0453'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0453'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0453'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0453'AVENUE THEN WEST ON BROADWAY FOR 3 MILES TO THE JUNCTION OF BROADWAY
 DV0453'AND 83RD AVENUE. THE MARK IS LOCATED 130 FT. NORTH OF BROADWAY, 2.5
 DV0453'FT. NORTH OF A WITNESS POST, 1.6 FT. EAST OF A FENCELINE, 26 FT. WEST
 DV0453'OF THE CENTER OF 83RD AVENUE, 24 FT. SOUTH OF A DRIVEWAY TO A PRIVATE
 DV0453'HOME.  THE MARK IS A STANDARD DISK SET IN CONCRETE POST PROJECTING 2
 DV0453'INCHES.
 DV0453
 DV0453                          STATION RECOVERY (1992)
 DV0453
 DV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0453'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0453'ASSUMED DESTROYED.
 DV0453
 DV0453                          STATION RECOVERY (2007)
 DV0453
 DV0453'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1118 ***********************************************************************
 DV1118  DESIGNATION -  G 396 16
 DV1118  PID         -  DV1118
 DV1118  STATE/COUNTY-  AZ/LA PAZ
 DV1118  USGS QUAD   -  VICKSBURG (1990)
 DV1118
 DV1118                         *CURRENT SURVEY CONTROL
 DV1118  ___________________________________________________________________
 DV1118* NAD 83(1986)-  33 37 43.     (N)    113 45 04.     (W)     SCALED    
 DV1118* NAVD 88     -       367.22   (+/-2cm)    1204.8    (feet)  VERTCON   
 DV1118  ___________________________________________________________________
 DV1118  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1118
 DV1118.The horizontal coordinates were scaled from a topographic map and have
 DV1118.an estimated accuracy of +/- 6 seconds.
 DV1118
 DV1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1118.The vertical order pertains to the NGVD 29 superseded value.
 DV1118
 DV1118.The geoid height was determined by GEOID03.
 DV1118
 DV1118;                    North         East    Units  Estimated Accuracy
 DV1118;SPC AZ W     -   291,470.      213,260.      MT  (+/- 180 meters Scaled)
 DV1118
 DV1118                          SUPERSEDED SURVEY CONTROL
 DV1118
 DV1118  NGVD 29 (??/??/92)  366.555  (m)         1202.61   (f) ADJ UNCH    2 0
 DV1118
 DV1118.Superseded values are not recommended for survey control.
 DV1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1118.See file dsdata.txt to determine how the superseded data were derived.
 DV1118
 DV1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC448243(NAD 83)
 DV1118_MARKER: DB = BENCH MARK DISK
 DV1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1118_STAMPING: G 396 16 1962
 DV1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1118+STABILITY: SURFACE MOTION
 DV1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1118+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 DV1118
 DV1118  HISTORY     - Date     Condition        Report By
 DV1118  HISTORY     - 1962     MONUMENTED       CGS
 DV1118  HISTORY     - 19870224 GOOD             USGS
 DV1118  HISTORY     - 20070216 GOOD             USPSQD
 DV1118
 DV1118                          STATION DESCRIPTION
 DV1118
 DV1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1118'10.65 MI SW FROM HOPE.
 DV1118'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1118'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1118'0.95 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1118'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.5 FEET NORTHWEST
 DV1118'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1118'6 INCHES.
 DV1118
 DV1118                          STATION RECOVERY (1987)
 DV1118
 DV1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1118'RECOVERED IN GOOD CONDITION.
 DV1118
 DV1118                          STATION RECOVERY (2007)
 DV1118
 DV1118'RECOVERY NOTE BY US POWER SQUADRON 2007 (PF)
 DV1118'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0614 ***********************************************************************
 CZ0614  DESIGNATION -  G 399
 CZ0614  PID         -  CZ0614
 CZ0614  STATE/COUNTY-  AZ/PIMA
 CZ0614  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0614
 CZ0614                         *CURRENT SURVEY CONTROL
 CZ0614  ___________________________________________________________________
 CZ0614* NAD 83(1986)-  32 22 21.     (N)    111 27 09.     (W)     SCALED    
 CZ0614* NAVD 88     -       713.33   (+/-2cm)    2340.3    (feet)  VERTCON   
 CZ0614  ___________________________________________________________________
 CZ0614  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0614
 CZ0614.The horizontal coordinates were scaled from a topographic map and have
 CZ0614.an estimated accuracy of +/- 6 seconds.
 CZ0614
 CZ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0614.The vertical order pertains to the NGVD 29 superseded value.
 CZ0614
 CZ0614.The geoid height was determined by GEOID03.
 CZ0614
 CZ0614;                    North         East    Units  Estimated Accuracy
 CZ0614;SPC AZ C     -   152,260.      257,040.      MT  (+/- 180 meters Scaled)
 CZ0614
 CZ0614                          SUPERSEDED SURVEY CONTROL
 CZ0614
 CZ0614  NGVD 29 (??/??/92)  712.746  (m)         2338.40   (f) ADJ UNCH    2 0
 CZ0614
 CZ0614.Superseded values are not recommended for survey control.
 CZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0614.See file dsdata.txt to determine how the superseded data were derived.
 CZ0614
 CZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA574818(NAD 83)
 CZ0614_MARKER: DB = BENCH MARK DISK
 CZ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0614_STAMPING: G 399 1962
 CZ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0614+STABILITY: SURFACE MOTION
 CZ0614
 CZ0614  HISTORY     - Date     Condition        Report By
 CZ0614  HISTORY     - 1962     MONUMENTED       CGS
 CZ0614
 CZ0614                          STATION DESCRIPTION
 CZ0614
 CZ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0614'22.7 MI W FROM CORTARO.
 CZ0614'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0614'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, JUST EAST
 CZ0614'OF A T ROAD INTERSECTION, 203 FEET EAST OF THE CENTER OF AN OILED
 CZ0614'ROAD, 93.7 FEET SOUTH OF THE AVRA VALLEY ROAD, 6 FEET WEST OF A POWER
 CZ0614'LINE POLE, 1.9 FEET WEST OF A METAL WITNESS POST, A BRONZE DISK SET IN
 CZ0614'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0247 ***********************************************************************
 CY0247  DESIGNATION -  G 40
 CY0247  PID         -  CY0247
 CY0247  STATE/COUNTY-  AZ/GREENLEE
 CY0247  USGS QUAD   -  GUTHRIE (1986)
 CY0247
 CY0247                         *CURRENT SURVEY CONTROL
 CY0247  ___________________________________________________________________
 CY0247* NAD 83(1986)-  32 57 01.     (N)    109 18 47.     (W)     SCALED    
 CY0247* NAVD 88     -      1134.642  (meters)    3722.57   (feet)  ADJUSTED  
 CY0247  ___________________________________________________________________
 CY0247  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CY0247  DYNAMIC HT  -        1133.028 (meters)    3717.28  (feet)  COMP
 CY0247  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 CY0247
 CY0247  VERT ORDER  -  SECOND    CLASS 0
 CY0247
 CY0247.The horizontal coordinates were scaled from a topographic map and have
 CY0247.an estimated accuracy of +/- 6 seconds.
 CY0247
 CY0247.The orthometric height was determined by differential leveling
 CY0247.and adjusted in June 1991.
 CY0247
 CY0247.The geoid height was determined by GEOID03.
 CY0247
 CY0247.The dynamic height is computed by dividing the NAVD 88
 CY0247.geopotential number by the normal gravity value computed on the
 CY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0247.degrees latitude (g = 980.6199 gals.).
 CY0247
 CY0247.The modeled gravity was interpolated from observed gravity values.
 CY0247
 CY0247;                    North         East    Units  Estimated Accuracy
 CY0247;SPC AZ E     -   216,560.      293,170.      MT  (+/- 180 meters Scaled)
 CY0247
 CY0247                          SUPERSEDED SURVEY CONTROL
 CY0247
 CY0247  NGVD 29 (??/??/92) 1133.945  (m)         3720.28   (f) ADJ UNCH    2 0
 CY0247
 CY0247.Superseded values are not recommended for survey control.
 CY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0247.See file dsdata.txt to determine how the superseded data were derived.
 CY0247
 CY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB576470(NAD 83)
 CY0247_MARKER: DB = BENCH MARK DISK
 CY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0247_STAMPING: G 40 1934
 CY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0247+STABILITY: SURFACE MOTION
 CY0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0247+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 CY0247
 CY0247  HISTORY     - Date     Condition        Report By
 CY0247  HISTORY     - 1934     MONUMENTED       CGS
 CY0247  HISTORY     - 20070923 GOOD             GEOCAC
 CY0247
 CY0247                          STATION DESCRIPTION
 CY0247
 CY0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0247'13.1 MI S FROM CLIFTON.
 CY0247'13.1 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 1.5
 CY0247'MILES SOUTH WEST OF GILA RIVER BRIDGE, AND ABOUT 45 FT. NORTH WEST OF
 CY0247'CENTER LINE OF ANGLE IN HWY.
 CY0247
 CY0247                          STATION RECOVERY (2007)
 CY0247
 CY0247'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CY0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0004 ***********************************************************************
 GP0004  DESIGNATION -  G 401
 GP0004  PID         -  GP0004
 GP0004  STATE/COUNTY-  AZ/NAVAJO
 GP0004  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0004
 GP0004                         *CURRENT SURVEY CONTROL
 GP0004  ___________________________________________________________________
 GP0004* NAD 83(1986)-  36 58 38.     (N)    110 11 21.     (W)     SCALED    
 GP0004* NAVD 88     -      1606.609  (meters)    5271.02   (feet)  ADJUSTED  
 GP0004  ___________________________________________________________________
 GP0004  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GP0004  DYNAMIC HT  -        1604.762 (meters)    5264.96  (feet)  COMP
 GP0004  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 GP0004
 GP0004  VERT ORDER  -  FIRST     CLASS II
 GP0004
 GP0004.The horizontal coordinates were scaled from a topographic map and have
 GP0004.an estimated accuracy of +/- 6 seconds.
 GP0004
 GP0004.The orthometric height was determined by differential leveling
 GP0004.and adjusted in June 1991.
 GP0004
 GP0004.The geoid height was determined by GEOID03.
 GP0004
 GP0004.The dynamic height is computed by dividing the NAVD 88
 GP0004.geopotential number by the normal gravity value computed on the
 GP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0004.degrees latitude (g = 980.6199 gals.).
 GP0004
 GP0004.The modeled gravity was interpolated from observed gravity values.
 GP0004
 GP0004;                    North         East    Units  Estimated Accuracy
 GP0004;SPC AZ E     -   662,940.      211,360.      MT  (+/- 180 meters Scaled)
 GP0004
 GP0004                          SUPERSEDED SURVEY CONTROL
 GP0004
 GP0004  NGVD 29 (??/??/92) 1605.707  (m)         5268.06   (f) ADJ UNCH    1 2
 GP0004
 GP0004.Superseded values are not recommended for survey control.
 GP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0004.See file dsdata.txt to determine how the superseded data were derived.
 GP0004
 GP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF721926(NAD 83)
 GP0004_MARKER: DB = BENCH MARK DISK
 GP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0004_STAMPING: G 401 1962
 GP0004_MARK LOGO: CGS   
 GP0004_PROJECTION: PROJECTING 10 CENTIMETERS
 GP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0004+STABILITY: SURFACE MOTION
 GP0004
 GP0004  HISTORY     - Date     Condition        Report By
 GP0004  HISTORY     - 1962     MONUMENTED       CGS
 GP0004  HISTORY     - 1983     GOOD             NGS
 GP0004
 GP0004                          STATION DESCRIPTION
 GP0004
 GP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0004'4.15 MI S FROM GOULDING TR POST, UT.
 GP0004'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0004'UTAH.  THENCE 2.2 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0004'STATE HIGHWAY 64, 81 FEET WEST OF THE CENTERLINE OF ARIZONA HIGHWAY
 GP0004'64, 3 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GP0004'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14
 GP0004'INCHES.
 GP0004
 GP0004                          STATION RECOVERY (1983)
 GP0004
 GP0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0004'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  34.4 KM
 GP0004'(21.35 MI) NORTHERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0004'U.S. HIGHWAY 160 IN KAYENTA, 2.9 KM (1.8 MI) SOUTHWEST OF THE
 GP0004'ARIZONA-UTAH STATE LINE, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 415,
 GP0004'24.8 METERS (81.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0004'1.7 METERS (5.6 FT) NORTHWEST OF A FENCE.
 GP0004'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 GP0004'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1264 ***********************************************************************
 DU1264  DESIGNATION -  G 403
 DU1264  PID         -  DU1264
 DU1264  STATE/COUNTY-  AZ/GILA
 DU1264  USGS QUAD   -  GLOBE (1982)
 DU1264
 DU1264                         *CURRENT SURVEY CONTROL
 DU1264  ___________________________________________________________________
 DU1264* NAD 83(1986)-  33 28 02.     (N)    110 51 10.     (W)     SCALED    
 DU1264* NAVD 88     -       960.726  (meters)    3151.98   (feet)  ADJUSTED  
 DU1264  ___________________________________________________________________
 DU1264  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU1264  DYNAMIC HT  -         959.438 (meters)    3147.76  (feet)  COMP
 DU1264  MODELED GRAV-     979,264.8   (mgal)                       NAVD 88
 DU1264
 DU1264  VERT ORDER  -  FIRST     CLASS II
 DU1264
 DU1264.The horizontal coordinates were scaled from a topographic map and have
 DU1264.an estimated accuracy of +/- 6 seconds.
 DU1264
 DU1264.The orthometric height was determined by differential leveling
 DU1264.and adjusted in June 1991.
 DU1264
 DU1264.The geoid height was determined by GEOID03.
 DU1264
 DU1264.The dynamic height is computed by dividing the NAVD 88
 DU1264.geopotential number by the normal gravity value computed on the
 DU1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1264.degrees latitude (g = 980.6199 gals.).
 DU1264
 DU1264.The modeled gravity was interpolated from observed gravity values.
 DU1264
 DU1264;                    North         East    Units  Estimated Accuracy
 DU1264;SPC AZ E     -   273,780.      149,590.      MT  (+/- 180 meters Scaled)
 DU1264
 DU1264                          SUPERSEDED SURVEY CONTROL
 DU1264
 DU1264.No superseded survey control is available for this station.
 DU1264
 DU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC136030(NAD 83)
 DU1264_MARKER: DB = BENCH MARK DISK
 DU1264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1264_SP_SET: STAINLESS STEEL ROD
 DU1264_STAMPING: G 403 1979
 DU1264_PROJECTION: FLUSH
 DU1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1264_ROD/PIPE-DEPTH: 4.27 meters
 DU1264
 DU1264  HISTORY     - Date     Condition        Report By
 DU1264  HISTORY     - 1979     MONUMENTED       NGS
 DU1264  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1264  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU1264
 DU1264                          STATION DESCRIPTION
 DU1264
 DU1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1264'8.4 MI NORTH FROM GLOBE.
 DU1264'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1264'COURTHOUSE IN GLOBE, THENCE 3.85 MILES NORTH ALONG STATE HIGHWAY
 DU1264'88 (APACHE TRAIL), 28.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1264'3.0 FEET NORTH OF A POWERLINE POLE NUMBER 248-2 AND 1.5 FEET EAST
 DU1264'OF A ROCK RETAINING WALL. NOTE=REFUSAL WAS REACHED AT 14 FEET, ACCESS
 DU1264'TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1264'THE MARK IS 1.7 FT  NNW FROM A WITNESS POST.
 DU1264'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1264
 DU1264                          STATION RECOVERY (2005)
 DU1264
 DU1264'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1264'MARK NOT FOUND.
 DU1264
 DU1264                          STATION RECOVERY (2006)
 DU1264
 DU1264'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1264'THE HIGHWAY HAS BEEN WIDENED AND RE-ALIGNED. THERE ARE NO POWERPOLES
 DU1264'WITHIN 50 FT OF THE ROADWAY AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0302 ***********************************************************************
 GP0302  DESIGNATION -  G 403
 GP0302  PID         -  GP0302
 GP0302  STATE/COUNTY-  AZ/COCONINO
 GP0302  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0302
 GP0302                         *CURRENT SURVEY CONTROL
 GP0302  ___________________________________________________________________
 GP0302* NAD 83(1986)-  36 40 20.     (N)    111 37 11.     (W)     SCALED    
 GP0302* NAVD 88     -      1860.229  (meters)    6103.10   (feet)  ADJUSTED  
 GP0302  ___________________________________________________________________
 GP0302  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 GP0302  DYNAMIC HT  -        1857.960 (meters)    6095.66  (feet)  COMP
 GP0302  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 GP0302
 GP0302  VERT ORDER  -  FIRST     CLASS II
 GP0302
 GP0302.The horizontal coordinates were scaled from a topographic map and have
 GP0302.an estimated accuracy of +/- 6 seconds.
 GP0302
 GP0302.The orthometric height was determined by differential leveling
 GP0302.and adjusted in June 1991.
 GP0302
 GP0302.The geoid height was determined by GEOID03.
 GP0302
 GP0302.The dynamic height is computed by dividing the NAVD 88
 GP0302.geopotential number by the normal gravity value computed on the
 GP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0302.degrees latitude (g = 980.6199 gals.).
 GP0302
 GP0302.The modeled gravity was interpolated from observed gravity values.
 GP0302
 GP0302;                    North         East    Units  Estimated Accuracy
 GP0302;SPC AZ C     -   629,140.      239,900.      MT  (+/- 180 meters Scaled)
 GP0302
 GP0302                          SUPERSEDED SURVEY CONTROL
 GP0302
 GP0302  NGVD 29 (??/??/92) 1859.241  (m)         6099.86   (f) ADJ UNCH    1 2
 GP0302
 GP0302.Superseded values are not recommended for survey control.
 GP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0302.See file dsdata.txt to determine how the superseded data were derived.
 GP0302
 GP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF446586(NAD 83)
 GP0302_MARKER: DB = BENCH MARK DISK
 GP0302_SETTING: 66 = SET IN ROCK OUTCROP
 GP0302_SP_SET: ROCK OUTCROP
 GP0302_STAMPING: G 403 1962
 GP0302_MARK LOGO: CGS   
 GP0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0302+STABILITY: POSITION/ELEVATION WELL
 GP0302
 GP0302  HISTORY     - Date     Condition        Report By
 GP0302  HISTORY     - 1962     MONUMENTED       CGS
 GP0302  HISTORY     - 1983     GOOD             NGS
 GP0302
 GP0302                          STATION DESCRIPTION
 GP0302
 GP0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0302'4.35 MI NE FROM BITTER SPRINGS.
 GP0302'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0302'STATION AT BITTER SPRINGS.  THENCE 4.15 MILES NORTHEAST ALONG U.S.
 GP0302'HIGHWAY 89 LEADING TO PAGE, 0.3 MILE EAST OF THE EAST END OF A HIGHWAY
 GP0302'ROCK CUT, AT THE EAST EDGE OF A PARKING AREA ON THE SOUTH SIDE OF A
 GP0302'CURVE IN THE HIGHWAY, 83 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GP0302'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0302'ROCK OUTCROP AMONG SOME SMALL CEDAR TREES AND FLUSH WITH THE SURFACE
 GP0302'OF THE GROUND.
 GP0302
 GP0302                          STATION RECOVERY (1983)
 GP0302
 GP0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0208 ***********************************************************************
 GP0208  DESIGNATION -  G 404
 GP0208  PID         -  GP0208
 GP0208  STATE/COUNTY-  AZ/COCONINO
 GP0208  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0208
 GP0208                         *CURRENT SURVEY CONTROL
 GP0208  ___________________________________________________________________
 GP0208* NAD 83(1986)-  36 41 29.     (N)    111 39 19.     (W)     SCALED    
 GP0208* NAVD 88     -      1403.455  (meters)    4604.50   (feet)  POSTED    
 GP0208  ___________________________________________________________________
 GP0208  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GP0208  DYNAMIC HT  -        1401.780 (meters)    4599.01  (feet)  COMP
 GP0208  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 GP0208
 GP0208  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0208
 GP0208.The horizontal coordinates were scaled from a topographic map and have
 GP0208.an estimated accuracy of +/- 6 seconds.
 GP0208
 GP0208.The orthometric height was determined by differential leveling
 GP0208.and adjusted by the  in 1992.
 GP0208.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0208.rate of 2.1 thru 3.0 mm/km.
 GP0208
 GP0208.The geoid height was determined by GEOID03.
 GP0208
 GP0208.The dynamic height is computed by dividing the NAVD 88
 GP0208.geopotential number by the normal gravity value computed on the
 GP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0208.degrees latitude (g = 980.6199 gals.).
 GP0208
 GP0208.The modeled gravity was interpolated from observed gravity values.
 GP0208
 GP0208;                    North         East    Units  Estimated Accuracy
 GP0208;SPC AZ C     -   631,260.      236,720.      MT  (+/- 180 meters Scaled)
 GP0208
 GP0208                          SUPERSEDED SURVEY CONTROL
 GP0208
 GP0208  NGVD 29 (??/??/92) 1402.51   (m)         4601.4    (f) COMPUTED    1 2
 GP0208
 GP0208.Superseded values are not recommended for survey control.
 GP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0208.See file dsdata.txt to determine how the superseded data were derived.
 GP0208
 GP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF414608(NAD 83)
 GP0208_MARKER: DB = BENCH MARK DISK
 GP0208_SETTING: 66 = SET IN ROCK OUTCROP
 GP0208_SP_SET: ROCK OUTCROP
 GP0208_STAMPING: G 404 1962
 GP0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0208+STABILITY: POSITION/ELEVATION WELL
 GP0208
 GP0208  HISTORY     - Date     Condition        Report By
 GP0208  HISTORY     - 1962     MONUMENTED       CGS
 GP0208  HISTORY     - 1978     GOOD             USGS
 GP0208
 GP0208                          STATION DESCRIPTION
 GP0208
 GP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0208'3.9 MI N FROM BITTER SPRINGS.
 GP0208'ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0208'STATION AT BITTER SPRINGS, 0.1 MILE SOUTH OF A CONCRETE HIGHWAY
 GP0208'BRIDGE, 163 FEET WEST OF HIGHWAY MILEPOST NUMBER 528, 142 FEET
 GP0208'NORTHEAST OF AN OLD CONCRETE HIGHWAY MARKER, 135 FEET WEST OF THE
 GP0208'CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF A METAL WITNESS POST, ABOUT
 GP0208'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP FLUSH
 GP0208'WITH THE GROUND.
 GP0208
 GP0208                          STATION RECOVERY (1978)
 GP0208
 GP0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0208'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0208'SPRING, 4.1 MILES N. OF ALONG ALT 89. CHEVRON SERVICE STATION HAS
 GP0208'BEEN REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2381 ***********************************************************************
 DU2381  DESIGNATION -  G 404 RESET
 DU2381  PID         -  DU2381
 DU2381  STATE/COUNTY-  AZ/GILA
 DU2381  USGS QUAD   -  WINDY HILL (1978)
 DU2381
 DU2381                         *CURRENT SURVEY CONTROL
 DU2381  ___________________________________________________________________
 DU2381* NAD 83(1986)-  33 39 46.     (N)    111 07 08.     (W)     SCALED    
 DU2381* NAVD 88     -       705.25   (meters)    2313.8    (feet)  RESET     
 DU2381  ___________________________________________________________________
 DU2381  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU2381  VERT ORDER  -  THIRD
 DU2381
 DU2381.The horizontal coordinates were scaled from a topographic map and have
 DU2381.an estimated accuracy of +/- 6 seconds.
 DU2381
 DU2381.The orthometric height was computed from unverified reset data.
 DU2381
 DU2381.The geoid height was determined by GEOID03.
 DU2381
 DU2381;                    North         East    Units  Estimated Accuracy
 DU2381;SPC AZ E     -   295,660.      125,050.      MT  (+/- 180 meters Scaled)
 DU2381
 DU2381                          SUPERSEDED SURVEY CONTROL
 DU2381
 DU2381.No superseded survey control is available for this station.
 DU2381
 DU2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC889247(NAD 83)
 DU2381_MARKER: DV = VERTICAL CONTROL DISK
 DU2381_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DU2381_SP_SET: UNSPECIFIED ROCK
 DU2381_STAMPING: G 404 1979 RESET 1989
 DU2381_MARK LOGO: NGS   
 DU2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2381+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU2381
 DU2381  HISTORY     - Date     Condition        Report By
 DU2381  HISTORY     - 1989     MONUMENTED       LOCENG
 DU2381  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 DU2381  HISTORY     - 20070506 GOOD             GEOCAC
 DU2381
 DU2381                          STATION DESCRIPTION
 DU2381
 DU2381'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 DU2381'FROM THE JUNCTION OF STATE ROAD 88 AND MAIN STREET IN ROOSEVELT
 DU2381'PROCEED SOUTHEAST 1.18 MILES (1.90 KM) MILES ON STATE ROAD 88 TO
 DU2381'STATION ON RIGHT, 76 FEET (23.2 M) SOUTH OF CENTERLINE OF STATE ROAD
 DU2381'88, 67 FEET (20.4 M) EAST OF MILEPOST 245 ALONG STATE ROAD 88, 21
 DU2381'FEET (6.4 M) NORTH OF RIGHT OF WAY FENCE, 3 FEET (0.9 M) NORTH OF
 DU2381'WITNESS POST AND SIGN.
 DU2381
 DU2381                          STATION RECOVERY (2004)
 DU2381
 DU2381'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU2381'MARK NOT FOUND
 DU2381
 DU2381                          STATION RECOVERY (2007)
 DU2381
 DU2381'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1186 ***********************************************************************
 DU1186  DESIGNATION -  G 405
 DU1186  PID         -  DU1186
 DU1186  STATE/COUNTY-  AZ/GILA
 DU1186  USGS QUAD   -  CHROME BUTTE (1966)
 DU1186
 DU1186                         *CURRENT SURVEY CONTROL
 DU1186  ___________________________________________________________________
 DU1186* NAD 83(1986)-  33 35 14.     (N)    110 38 27.     (W)     SCALED    
 DU1186* NAVD 88     -      1246.168  (meters)    4088.47   (feet)  ADJUSTED  
 DU1186  ___________________________________________________________________
 DU1186  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DU1186  DYNAMIC HT  -        1244.435 (meters)    4082.78  (feet)  COMP
 DU1186  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 DU1186
 DU1186  VERT ORDER  -  FIRST     CLASS II
 DU1186
 DU1186.The horizontal coordinates were scaled from a topographic map and have
 DU1186.an estimated accuracy of +/- 6 seconds.
 DU1186
 DU1186.The orthometric height was determined by differential leveling
 DU1186.and adjusted in June 1991.
 DU1186
 DU1186.The geoid height was determined by GEOID03.
 DU1186
 DU1186.The dynamic height is computed by dividing the NAVD 88
 DU1186.geopotential number by the normal gravity value computed on the
 DU1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1186.degrees latitude (g = 980.6199 gals.).
 DU1186
 DU1186.The modeled gravity was interpolated from observed gravity values.
 DU1186
 DU1186;                    North         East    Units  Estimated Accuracy
 DU1186;SPC AZ E     -   286,970.      169,350.      MT  (+/- 180 meters Scaled)
 DU1186
 DU1186                          SUPERSEDED SURVEY CONTROL
 DU1186
 DU1186.No superseded survey control is available for this station.
 DU1186
 DU1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC333164(NAD 83)
 DU1186_MARKER: DB = BENCH MARK DISK
 DU1186_SETTING: 66 = SET IN ROCK OUTCROP
 DU1186_SP_SET: ROCK OUTCROP
 DU1186_STAMPING: G 405 1979
 DU1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1186+STABILITY: POSITION/ELEVATION WELL
 DU1186
 DU1186  HISTORY     - Date     Condition        Report By
 DU1186  HISTORY     - 1979     MONUMENTED       NGS
 DU1186
 DU1186                          STATION DESCRIPTION
 DU1186
 DU1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1186'17.0 MI NE FROM GLOBE.
 DU1186'17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1186'COURTHOUSE IN GLOBE, 0.15 MILE NORTH OF MILE MARKER NUMBER 268, 314.4
 DU1186'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A BRIDGE AND 38 FEET
 DU1186'WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1186'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
 DU1186'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0271 ***********************************************************************
 GP0271  DESIGNATION -  G 405
 GP0271  PID         -  GP0271
 GP0271  STATE/COUNTY-  AZ/COCONINO
 GP0271  USGS QUAD   -  FERRY SWALE (1985)
 GP0271
 GP0271                         *CURRENT SURVEY CONTROL
 GP0271  ___________________________________________________________________
 GP0271* NAD 83(1986)-  36 58 58.     (N)    111 33 03.     (W)     SCALED    
 GP0271* NAVD 88     -      1265.182  (meters)    4150.85   (feet)  ADJUSTED  
 GP0271  ___________________________________________________________________
 GP0271  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0271  DYNAMIC HT  -        1263.758 (meters)    4146.18  (feet)  COMP
 GP0271  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 GP0271
 GP0271  VERT ORDER  -  FIRST     CLASS II
 GP0271
 GP0271.The horizontal coordinates were scaled from a topographic map and have
 GP0271.an estimated accuracy of +/- 6 seconds.
 GP0271
 GP0271.The orthometric height was determined by differential leveling
 GP0271.and adjusted in June 1991.
 GP0271.WARNING-Repeat measurements at this control monument indicate possible
 GP0271.vertical movement.
 GP0271
 GP0271.The geoid height was determined by GEOID03.
 GP0271
 GP0271.The dynamic height is computed by dividing the NAVD 88
 GP0271.geopotential number by the normal gravity value computed on the
 GP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0271.degrees latitude (g = 980.6199 gals.).
 GP0271
 GP0271.The modeled gravity was interpolated from observed gravity values.
 GP0271
 GP0271;                    North         East    Units  Estimated Accuracy
 GP0271;SPC AZ C     -   663,620.      245,930.      MT  (+/- 180 meters Scaled)
 GP0271
 GP0271                          SUPERSEDED SURVEY CONTROL
 GP0271
 GP0271  NGVD 29 (??/??/92) 1264.246  (m)         4147.78   (f) ADJ UNCH    1 2
 GP0271
 GP0271.Superseded values are not recommended for survey control.
 GP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0271.See file dsdata.txt to determine how the superseded data were derived.
 GP0271
 GP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF509931(NAD 83)
 GP0271_MARKER: DB = BENCH MARK DISK
 GP0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0271_SP_SET: CATTLE GUARD
 GP0271_STAMPING: G 405 1962
 GP0271_MARK LOGO: CGS   
 GP0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0271
 GP0271  HISTORY     - Date     Condition        Report By
 GP0271  HISTORY     - 1962     MONUMENTED       CGS
 GP0271  HISTORY     - 1983     GOOD             NGS
 GP0271
 GP0271                          STATION DESCRIPTION
 GP0271
 GP0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0271'5.75 MI NW FROM PAGE.
 GP0271'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0271'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.35 MILE NORTHWEST
 GP0271'OF MILEPOST NUMBER 555, AT A CONCRETE AND METAL CATTLE GUARD OVER AN
 GP0271'ASPHALT ROAD LEADING WEST, 113 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 GP0271'OF THE HIGHWAY, 8.0 FEET NORTH OF THE CENTERLINE OF THE ASPHALT ROAD,
 GP0271'ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE
 GP0271'NORTH CONCRETE HEADWALL OF THE CATTLE GUARD.
 GP0271
 GP0271                          STATION RECOVERY (1983)
 GP0271
 GP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0441 ***********************************************************************
 DT0441  DESIGNATION -  G 406
 DT0441  PID         -  DT0441
 DT0441  STATE/COUNTY-  AZ/NAVAJO
 DT0441  USGS QUAD   -  WHITERIVER (1984)
 DT0441
 DT0441                         *CURRENT SURVEY CONTROL
 DT0441  ___________________________________________________________________
 DT0441* NAD 83(1986)-  33 47 57.     (N)    109 59 44.     (W)     SCALED    
 DT0441* NAVD 88     -      1542.832  (meters)    5061.77   (feet)  ADJUSTED  
 DT0441  ___________________________________________________________________
 DT0441  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 DT0441  DYNAMIC HT  -        1540.595 (meters)    5054.44  (feet)  COMP
 DT0441  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 DT0441
 DT0441  VERT ORDER  -  FIRST     CLASS II
 DT0441
 DT0441.The horizontal coordinates were scaled from a topographic map and have
 DT0441.an estimated accuracy of +/- 6 seconds.
 DT0441
 DT0441.The orthometric height was determined by differential leveling
 DT0441.and adjusted in June 1991.
 DT0441
 DT0441.The geoid height was determined by GEOID03.
 DT0441
 DT0441.The dynamic height is computed by dividing the NAVD 88
 DT0441.geopotential number by the normal gravity value computed on the
 DT0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0441.degrees latitude (g = 980.6199 gals.).
 DT0441
 DT0441.The modeled gravity was interpolated from observed gravity values.
 DT0441
 DT0441;                    North         East    Units  Estimated Accuracy
 DT0441;SPC AZ E     -   310,390.      229,200.      MT  (+/- 180 meters Scaled)
 DT0441
 DT0441                          SUPERSEDED SURVEY CONTROL
 DT0441
 DT0441.No superseded survey control is available for this station.
 DT0441
 DT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC929403(NAD 83)
 DT0441_MARKER: DB = BENCH MARK DISK
 DT0441_SETTING: 66 = SET IN ROCK OUTCROP
 DT0441_SP_SET: ROCK OUTCROP
 DT0441_STAMPING: G 406 1979
 DT0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0441+STABILITY: POSITION/ELEVATION WELL
 DT0441
 DT0441  HISTORY     - Date     Condition        Report By
 DT0441  HISTORY     - 1979     MONUMENTED       NGS
 DT0441
 DT0441                          STATION DESCRIPTION
 DT0441
 DT0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0441'3.1 MI SW FROM WHITERIVER.
 DT0441'3.1 MILES SOUTHWESTERLY ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0441'HEADQUARTERS IN WHITERIVER, 180 YARDS NORTHWEST OF THE NORTHWEST
 DT0441'BANK OF THE NORTH FORK OF THE WHITERIVER, 60.2 FEET SOUTHEAST OF THE
 DT0441'CENTERLINE OF THE HIGHWAY AND 84 FEET NORTHWEST OF THE CENTER OF A
 DT0441'CINDER ROAD PARALLELING THE HIGHWAY.
 DT0441'THE MARK IS 1.2 FT  SE FROM A WITNESS POST.
 DT0441'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1222 ***********************************************************************
 DU1222  DESIGNATION -  G 407
 DU1222  PID         -  DU1222
 DU1222  STATE/COUNTY-  AZ/GILA
 DU1222  USGS QUAD   -  CARRIZO (1978)
 DU1222
 DU1222                         *CURRENT SURVEY CONTROL
 DU1222  ___________________________________________________________________
 DU1222* NAD 83(1986)-  33 54 48.     (N)    110 21 45.     (W)     SCALED    
 DU1222* NAVD 88     -      1795.544  (meters)    5890.88   (feet)  ADJUSTED  
 DU1222  ___________________________________________________________________
 DU1222  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 DU1222  DYNAMIC HT  -        1792.986 (meters)    5882.49  (feet)  COMP
 DU1222  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 DU1222
 DU1222  VERT ORDER  -  FIRST     CLASS II
 DU1222
 DU1222.The horizontal coordinates were scaled from a topographic map and have
 DU1222.an estimated accuracy of +/- 6 seconds.
 DU1222
 DU1222.The orthometric height was determined by differential leveling
 DU1222.and adjusted in June 1991.
 DU1222
 DU1222.The geoid height was determined by GEOID03.
 DU1222
 DU1222.The dynamic height is computed by dividing the NAVD 88
 DU1222.geopotential number by the normal gravity value computed on the
 DU1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1222.degrees latitude (g = 980.6199 gals.).
 DU1222
 DU1222.The modeled gravity was interpolated from observed gravity values.
 DU1222
 DU1222;                    North         East    Units  Estimated Accuracy
 DU1222;SPC AZ E     -   323,060.      195,250.      MT  (+/- 180 meters Scaled)
 DU1222
 DU1222                          SUPERSEDED SURVEY CONTROL
 DU1222
 DU1222.No superseded survey control is available for this station.
 DU1222
 DU1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC589527(NAD 83)
 DU1222_MARKER: DB = BENCH MARK DISK
 DU1222_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1222+WITH SETTING: INFORMATION.
 DU1222_SP_SET: SHALLOW SET METAL ROD
 DU1222_STAMPING: G 407 1979
 DU1222_PROJECTION: FLUSH
 DU1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1222_ROD/PIPE-DEPTH: 2.13 meters
 DU1222
 DU1222  HISTORY     - Date     Condition        Report By
 DU1222  HISTORY     - 1979     MONUMENTED       NGS
 DU1222
 DU1222                          STATION DESCRIPTION
 DU1222
 DU1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1222'51.6 MI NE FROM GLOBE.
 DU1222'13.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1222'IN THE SALT RIVER CANYON, 97.2 FEET NORTHEAST OF THE CENTERLINE OF
 DU1222'THE HIGHWAY, 22.8 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING
 DU1222'NORTHEAST, 17 FEET SOUTHEAST OF THE SOUTH END OF A WIRE GATE AND
 DU1222'2.0 FEET SOUTHWEST OF A FENCE.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU1222'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.  REFUSAL
 DU1222'WAS REACHED AT 7 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 DU1222'PLUG.
 DU1222'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 DU1222'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0457 ***********************************************************************
 DT0457  DESIGNATION -  G 408
 DT0457  PID         -  DT0457
 DT0457  STATE/COUNTY-  AZ/NAVAJO
 DT0457  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0457
 DT0457                         *CURRENT SURVEY CONTROL
 DT0457  ___________________________________________________________________
 DT0457* NAD 83(1986)-  33 59 37.     (N)    109 54 36.     (W)     SCALED    
 DT0457* NAVD 88     -      1863.269  (meters)    6113.07   (feet)  ADJUSTED  
 DT0457  ___________________________________________________________________
 DT0457  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 DT0457  DYNAMIC HT  -        1860.477 (meters)    6103.91  (feet)  COMP
 DT0457  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 DT0457
 DT0457  VERT ORDER  -  FIRST     CLASS II
 DT0457
 DT0457.The horizontal coordinates were scaled from a topographic map and have
 DT0457.an estimated accuracy of +/- 6 seconds.
 DT0457
 DT0457.The orthometric height was determined by differential leveling
 DT0457.and adjusted in June 1991.
 DT0457
 DT0457.The geoid height was determined by GEOID03.
 DT0457
 DT0457.The dynamic height is computed by dividing the NAVD 88
 DT0457.geopotential number by the normal gravity value computed on the
 DT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0457.degrees latitude (g = 980.6199 gals.).
 DT0457
 DT0457.The modeled gravity was interpolated from observed gravity values.
 DT0457
 DT0457;                    North         East    Units  Estimated Accuracy
 DT0457;SPC AZ E     -   331,980.      237,070.      MT  (+/- 180 meters Scaled)
 DT0457
 DT0457                          SUPERSEDED SURVEY CONTROL
 DT0457
 DT0457.No superseded survey control is available for this station.
 DT0457
 DT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC006619(NAD 83)
 DT0457_MARKER: DB = BENCH MARK DISK
 DT0457_SETTING: 66 = SET IN ROCK OUTCROP
 DT0457_SP_SET: ROCK OUTCROP
 DT0457_STAMPING: G 408 1979
 DT0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0457+STABILITY: POSITION/ELEVATION WELL
 DT0457
 DT0457  HISTORY     - Date     Condition        Report By
 DT0457  HISTORY     - 1979     MONUMENTED       NGS
 DT0457
 DT0457                          STATION DESCRIPTION
 DT0457
 DT0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0457'10.0 MI SW FROM MCNARY.
 DT0457'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POSE OFFICE IN MCNARY,
 DT0457'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 6.7 MILES
 DT0457'SOUTH ALONG STATE HIGHWAY 73, 0.15 MILE SOUTH OF HIGHWAY MILE MARKER
 DT0457'252, 71.9 FEET NORTHEAST OF THE NORTH CORNER OF A CONCRETE BRIDGE,
 DT0457'27.1 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.2 FEET
 DT0457'SOUTHEAST OF A BARBED WIRE FENCE, 11.2 FEET SOUTH OF THE SOUTHEAST
 DT0457'LEG OF A SIGN (COALMINE CANYON) AND 9.2 FEET NORTHWEST OF A STEEL
 DT0457'GUARD RAIL.
 DT0457'THE MARK IS 1.2 FT  SW FROM A WITNESS POST.
 DT0457'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0468 ***********************************************************************
 DT0468  DESIGNATION -  G 409
 DT0468  PID         -  DT0468
 DT0468  STATE/COUNTY-  AZ/APACHE
 DT0468  USGS QUAD   -  NUTRIOSO (1991)
 DT0468
 DT0468                         *CURRENT SURVEY CONTROL
 DT0468  ___________________________________________________________________
 DT0468* NAD 83(1986)-  33 54 04.     (N)    109 09 28.     (W)     SCALED    
 DT0468* NAVD 88     -      2589.579  (meters)    8495.98   (feet)  ADJUSTED  
 DT0468  ___________________________________________________________________
 DT0468  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0468  DYNAMIC HT  -        2585.279 (meters)    8481.87  (feet)  COMP
 DT0468  MODELED GRAV-     978,882.1   (mgal)                       NAVD 88
 DT0468
 DT0468  VERT ORDER  -  FIRST     CLASS II
 DT0468
 DT0468.The horizontal coordinates were scaled from a topographic map and have
 DT0468.an estimated accuracy of +/- 6 seconds.
 DT0468
 DT0468.The orthometric height was determined by differential leveling
 DT0468.and adjusted in June 1991.
 DT0468
 DT0468.The geoid height was determined by GEOID03.
 DT0468
 DT0468.The dynamic height is computed by dividing the NAVD 88
 DT0468.geopotential number by the normal gravity value computed on the
 DT0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0468.degrees latitude (g = 980.6199 gals.).
 DT0468
 DT0468.The modeled gravity was interpolated from observed gravity values.
 DT0468
 DT0468;                    North         East    Units  Estimated Accuracy
 DT0468;SPC AZ E     -   322,140.      306,670.      MT  (+/- 180 meters Scaled)
 DT0468
 DT0468                          SUPERSEDED SURVEY CONTROL
 DT0468
 DT0468.No superseded survey control is available for this station.
 DT0468
 DT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC703527(NAD 83)
 DT0468_MARKER: DB = BENCH MARK DISK
 DT0468_SETTING: 66 = SET IN ROCK OUTCROP
 DT0468_SP_SET: ROCK OUTCROP
 DT0468_STAMPING: G 409 1980
 DT0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0468+STABILITY: POSITION/ELEVATION WELL
 DT0468
 DT0468  HISTORY     - Date     Condition        Report By
 DT0468  HISTORY     - 1980     MONUMENTED       NGS
 DT0468  HISTORY     - 20050729 GOOD             USPSQD
 DT0468
 DT0468                          STATION DESCRIPTION
 DT0468
 DT0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0468'8.0 KM NW FROM ALPINE.
 DT0468'8.0 KM (4.95 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0468'POST OFFICE IN ALPINE, ALSO 7.2 KM (4.45 MI) SOUTHEAST
 DT0468'ALONG U.S. HIGHWAY 180 FROM THE POST OFFFICE IN NUTRIOSO, 41.5 METERS
 DT0468'(136.0 FT) NORTH AND ACROSS THE HIGHWAY FROM MILE POST 422, 20.8
 DT0468'METERS (68.2 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM A GUARD RAIL,
 DT0468'13.8 METERS (45.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DT0468'17.3 METERS (56.8 FT) SOUTHWEST OF A FENCE.
 DT0468'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DT0468'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DT0468
 DT0468                          STATION RECOVERY (2005)
 DT0468
 DT0468'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0214 ***********************************************************************
 DT0214  DESIGNATION -  G 41
 DT0214  PID         -  DT0214
 DT0214  STATE/COUNTY-  AZ/APACHE
 DT0214  USGS QUAD   -  NUTRIOSO (1991)
 DT0214
 DT0214                         *CURRENT SURVEY CONTROL
 DT0214  ___________________________________________________________________
 DT0214* NAD 83(1986)-  33 55 01.     (N)    109 10 33.     (W)     SCALED    
 DT0214* NAVD 88     -      2484.511  (meters)    8151.27   (feet)  ADJUSTED  
 DT0214  ___________________________________________________________________
 DT0214  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0214  DYNAMIC HT  -        2480.422 (meters)    8137.85  (feet)  COMP
 DT0214  MODELED GRAV-     978,900.4   (mgal)                       NAVD 88
 DT0214
 DT0214  VERT ORDER  -  FIRST     CLASS II
 DT0214
 DT0214.The horizontal coordinates were scaled from a topographic map and have
 DT0214.an estimated accuracy of +/- 6 seconds.
 DT0214
 DT0214.The orthometric height was determined by differential leveling
 DT0214.and adjusted in June 1991.
 DT0214
 DT0214.The geoid height was determined by GEOID03.
 DT0214
 DT0214.The dynamic height is computed by dividing the NAVD 88
 DT0214.geopotential number by the normal gravity value computed on the
 DT0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0214.degrees latitude (g = 980.6199 gals.).
 DT0214
 DT0214.The modeled gravity was interpolated from observed gravity values.
 DT0214
 DT0214;                    North         East    Units  Estimated Accuracy
 DT0214;SPC AZ E     -   323,880.      304,980.      MT  (+/- 180 meters Scaled)
 DT0214
 DT0214                          SUPERSEDED SURVEY CONTROL
 DT0214
 DT0214  NGVD 29 (??/??/92) 2483.400  (m)         8147.62   (f) ADJ UNCH    1 2
 DT0214
 DT0214.Superseded values are not recommended for survey control.
 DT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0214.See file dsdata.txt to determine how the superseded data were derived.
 DT0214
 DT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC686544(NAD 83)
 DT0214_MARKER: DB = BENCH MARK DISK
 DT0214_SETTING: 66 = SET IN ROCK OUTCROP
 DT0214_SP_SET: ROCK OUTCROP
 DT0214_STAMPING: G 41 1934
 DT0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0214+STABILITY: POSITION/ELEVATION WELL
 DT0214
 DT0214  HISTORY     - Date     Condition        Report By
 DT0214  HISTORY     - 1934     MONUMENTED       CGS
 DT0214  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0214
 DT0214                          STATION DESCRIPTION
 DT0214
 DT0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0214'3.1 MI SE FROM NUTRIOSO.
 DT0214'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO,
 DT0214'APACHE COUNTY, 0.2 MILE WEST OF A WASH, 58 FEET NORTH OF THE
 DT0214'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A
 DT0214'STANDARD DISK, STAMPED G 41 1934.
 DT0214
 DT0214                          STATION RECOVERY (1980)
 DT0214
 DT0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0214'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0342 ***********************************************************************
 ER0342  DESIGNATION -  G 410
 ER0342  PID         -  ER0342
 ER0342  STATE/COUNTY-  AZ/APACHE
 ER0342  USGS QUAD   -  MC NARY (1985)
 ER0342
 ER0342                         *CURRENT SURVEY CONTROL
 ER0342  ___________________________________________________________________
 ER0342* NAD 83(1986)-  34 04 03.     (N)    109 46 43.     (W)     SCALED    
 ER0342* NAVD 88     -      2334.773  (meters)    7660.00   (feet)  ADJUSTED  
 ER0342  ___________________________________________________________________
 ER0342  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ER0342  DYNAMIC HT  -        2331.089 (meters)    7647.91  (feet)  COMP
 ER0342  MODELED GRAV-     978,973.6   (mgal)                       NAVD 88
 ER0342
 ER0342  VERT ORDER  -  FIRST     CLASS II
 ER0342
 ER0342.The horizontal coordinates were scaled from a topographic map and have
 ER0342.an estimated accuracy of +/- 6 seconds.
 ER0342
 ER0342.The orthometric height was determined by differential leveling
 ER0342.and adjusted in June 1991.
 ER0342
 ER0342.The geoid height was determined by GEOID03.
 ER0342
 ER0342.The dynamic height is computed by dividing the NAVD 88
 ER0342.geopotential number by the normal gravity value computed on the
 ER0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0342.degrees latitude (g = 980.6199 gals.).
 ER0342
 ER0342.The modeled gravity was interpolated from observed gravity values.
 ER0342
 ER0342;                    North         East    Units  Estimated Accuracy
 ER0342;SPC AZ E     -   340,210.      249,180.      MT  (+/- 180 meters Scaled)
 ER0342
 ER0342                          SUPERSEDED SURVEY CONTROL
 ER0342
 ER0342.No superseded survey control is available for this station.
 ER0342
 ER0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC127703(NAD 83)
 ER0342_MARKER: I = METAL ROD
 ER0342_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0342+WITH SETTING: INFORMATION.
 ER0342_SP_SET: SHALLOW SET METAL ROD
 ER0342_STAMPING: G 410 1980
 ER0342_PROJECTION: FLUSH
 ER0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0342_ROD/PIPE-DEPTH: 1.5  meters
 ER0342
 ER0342  HISTORY     - Date     Condition        Report By
 ER0342  HISTORY     - 1980     MONUMENTED       NGS
 ER0342  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 ER0342
 ER0342                          STATION DESCRIPTION
 ER0342
 ER0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0342'7.8 KM EAST FROM MCNARY.
 ER0342'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0342'OFFICE IN MCNARY, THENCE 7.7 KM (4.8 MI) EAST ALONG
 ER0342'STATE HIGHWAY 260, 0.7 KM (0.45 MI) EAST OF MILE POST 365,
 ER0342'30.7 METERS (100.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ER0342'3.4 METERS (11.0 FT) EAST OF THE EAST GATE POST, 7.8 METERS
 ER0342'(25.5 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHEAST AND 0.5
 ER0342'METERS (1.5 FT) NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 ER0342'1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 ER0342'5-INCH LOGO CAP.
 ER0342'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0342'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 ER0342
 ER0342                          STATION RECOVERY (2005)
 ER0342
 ER0342'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0342'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0360 ***********************************************************************
 ER0360  DESIGNATION -  G 411
 ER0360  PID         -  ER0360
 ER0360  STATE/COUNTY-  AZ/APACHE
 ER0360  USGS QUAD   -  GREER (1969)
 ER0360
 ER0360                         *CURRENT SURVEY CONTROL
 ER0360  ___________________________________________________________________
 ER0360* NAD 83(1986)-  34 03 54.     (N)    109 29 18.     (W)     SCALED    
 ER0360* NAVD 88     -      2636.849  (meters)    8651.06   (feet)  ADJUSTED  
 ER0360  ___________________________________________________________________
 ER0360  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0360  DYNAMIC HT  -        2632.543 (meters)    8636.93  (feet)  COMP
 ER0360  MODELED GRAV-     978,906.7   (mgal)                       NAVD 88
 ER0360
 ER0360  VERT ORDER  -  FIRST     CLASS II
 ER0360
 ER0360.The horizontal coordinates were scaled from a topographic map and have
 ER0360.an estimated accuracy of +/- 6 seconds.
 ER0360
 ER0360.The orthometric height was determined by differential leveling
 ER0360.and adjusted in June 1991.
 ER0360
 ER0360.The geoid height was determined by GEOID03.
 ER0360
 ER0360.The dynamic height is computed by dividing the NAVD 88
 ER0360.geopotential number by the normal gravity value computed on the
 ER0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0360.degrees latitude (g = 980.6199 gals.).
 ER0360
 ER0360.The modeled gravity was interpolated from observed gravity values.
 ER0360
 ER0360;                    North         East    Units  Estimated Accuracy
 ER0360;SPC AZ E     -   340,070.      275,970.      MT  (+/- 180 meters Scaled)
 ER0360
 ER0360                          SUPERSEDED SURVEY CONTROL
 ER0360
 ER0360.No superseded survey control is available for this station.
 ER0360
 ER0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC394703(NAD 83)
 ER0360_MARKER: DB = BENCH MARK DISK
 ER0360_SETTING: 66 = SET IN ROCK OUTCROP
 ER0360_SP_SET: ROCK OUTCROP
 ER0360_STAMPING: G 411 1980
 ER0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0360+STABILITY: POSITION/ELEVATION WELL
 ER0360
 ER0360  HISTORY     - Date     Condition        Report By
 ER0360  HISTORY     - 1980     MONUMENTED       NGS
 ER0360
 ER0360                          STATION DESCRIPTION
 ER0360
 ER0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0360'21.1 KM WEST FROM EAGAR.
 ER0360'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0360'OFFICE IN EAGAR, THENCE 19.8 KM (12.3 MI) WEST ALONG STATE
 ER0360'HIGHWAY 260, IN THE TOP OF THE SOUTHWEST END OF A 350 FT BEDROCK
 ER0360'CUT IN THE HIGHWAY, 38.1 METERS (125.0 FT) NORTHEAST OF THE CENTER
 ER0360'OF A TRACK ROAD LEADING SOUTHEAST, 12.2 METERS (40.0 FT) NORTHEAST
 ER0360'OF MILE POST 380 AND 9.9 METERS (32.5 FT) SOUTHEAST OF THE CENTERLINE
 ER0360'OF THE HIGHWAY.
 ER0360'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ER0360'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1009 ***********************************************************************
 DV1009  DESIGNATION -  G 413 36
 DV1009  PID         -  DV1009
 DV1009  STATE/COUNTY-  AZ/LA PAZ
 DV1009  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1009
 DV1009                         *CURRENT SURVEY CONTROL
 DV1009  ___________________________________________________________________
 DV1009* NAD 83(1986)-  33 34 40.     (N)    113 24 15.     (W)     SCALED    
 DV1009* NAVD 88     -       426.34   (+/-2cm)    1398.8    (feet)  VERTCON   
 DV1009  ___________________________________________________________________
 DV1009  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1009
 DV1009.The horizontal coordinates were scaled from a topographic map and have
 DV1009.an estimated accuracy of +/- 6 seconds.
 DV1009
 DV1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1009.The vertical order pertains to the NGVD 29 superseded value.
 DV1009
 DV1009.The geoid height was determined by GEOID03.
 DV1009
 DV1009;                    North         East    Units  Estimated Accuracy
 DV1009;SPC AZ W     -   285,890.      245,470.      MT  (+/- 180 meters Scaled)
 DV1009
 DV1009                          SUPERSEDED SURVEY CONTROL
 DV1009
 DV1009  NGVD 29 (??/??/92)  425.673  (m)         1396.56   (f) ADJ UNCH    2 0
 DV1009
 DV1009.Superseded values are not recommended for survey control.
 DV1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1009.See file dsdata.txt to determine how the superseded data were derived.
 DV1009
 DV1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC768179(NAD 83)
 DV1009_MARKER: DB = BENCH MARK DISK
 DV1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1009_STAMPING: G 413 36 1962
 DV1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1009+STABILITY: SURFACE MOTION
 DV1009
 DV1009  HISTORY     - Date     Condition        Report By
 DV1009  HISTORY     - 1962     MONUMENTED       CGS
 DV1009  HISTORY     - 19860517 MARK NOT FOUND   USGS
 DV1009
 DV1009                          STATION DESCRIPTION
 DV1009
 DV1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1009'26.2 MI SE FROM SALOME.
 DV1009'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1009'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1009'WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK ROAD,
 DV1009'THENCE 2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1009'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET
 DV1009'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1009'PROJECTING 3 INCHES.
 DV1009
 DV1009                          STATION RECOVERY (1986)
 DV1009
 DV1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DS)
 DV1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1005 ***********************************************************************
 DU1005  DESIGNATION -  G 414
 DU1005  PID         -  DU1005
 DU1005  STATE/COUNTY-  AZ/MARICOPA
 DU1005  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1005
 DU1005                         *CURRENT SURVEY CONTROL
 DU1005  ___________________________________________________________________
 DU1005* NAD 83(1986)-  33 13 35.     (N)    111 55 33.     (W)     SCALED    
 DU1005* NAVD 88     -       354.78   (+/-2cm)    1164.0    (feet)  VERTCON   
 DU1005  ___________________________________________________________________
 DU1005  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DU1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1005
 DU1005.The horizontal coordinates were scaled from a topographic map and have
 DU1005.an estimated accuracy of +/- 6 seconds.
 DU1005
 DU1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1005.The vertical order pertains to the NGVD 29 superseded value.
 DU1005
 DU1005.The geoid height was determined by GEOID03.
 DU1005
 DU1005;                    North         East    Units  Estimated Accuracy
 DU1005;SPC AZ C     -   246,860.      212,510.      MT  (+/- 180 meters Scaled)
 DU1005
 DU1005                          SUPERSEDED SURVEY CONTROL
 DU1005
 DU1005  NGVD 29 (??/??/92)  354.265  (m)         1162.28   (f) ADJ UNCH    2 0
 DU1005
 DU1005.Superseded values are not recommended for survey control.
 DU1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1005.See file dsdata.txt to determine how the superseded data were derived.
 DU1005
 DU1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB137767(NAD 83)
 DU1005_MARKER: DB = BENCH MARK DISK
 DU1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1005_STAMPING: G 414 1962
 DU1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1005+STABILITY: SURFACE MOTION
 DU1005
 DU1005  HISTORY     - Date     Condition        Report By
 DU1005  HISTORY     - 1962     MONUMENTED       CGS
 DU1005  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 DU1005
 DU1005                          STATION DESCRIPTION
 DU1005
 DU1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1005'13.4 MI SW FROM CHANDLER.
 DU1005'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1005'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1005'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 4.5 MILES
 DU1005'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU1005'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 2.5 FEET SOUTHWEST OF A METAL
 DU1005'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU1005
 DU1005                          STATION RECOVERY (2007)
 DU1005
 DU1005'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1005'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0983 ***********************************************************************
 DV0983  DESIGNATION -  G 415
 DV0983  PID         -  DV0983
 DV0983  STATE/COUNTY-  AZ/MARICOPA
 DV0983  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV0983
 DV0983                         *CURRENT SURVEY CONTROL
 DV0983  ___________________________________________________________________
 DV0983* NAD 83(1986)-  33 30 28.     (N)    113 06 36.     (W)     SCALED    
 DV0983* NAVD 88     -       355.03   (+/-2cm)    1164.8    (feet)  VERTCON   
 DV0983  ___________________________________________________________________
 DV0983  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0983
 DV0983.The horizontal coordinates were scaled from a topographic map and have
 DV0983.an estimated accuracy of +/- 6 seconds.
 DV0983
 DV0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0983.The vertical order pertains to the NGVD 29 superseded value.
 DV0983
 DV0983.The geoid height was determined by GEOID03.
 DV0983
 DV0983;                    North         East    Units  Estimated Accuracy
 DV0983;SPC AZ C     -   278,700.      102,490.      MT  (+/- 180 meters Scaled)
 DV0983
 DV0983                          SUPERSEDED SURVEY CONTROL
 DV0983
 DV0983  NGVD 29 (??/??/92)  354.412  (m)         1162.77   (f) ADJ UNCH    2 0
 DV0983
 DV0983.Superseded values are not recommended for survey control.
 DV0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0983.See file dsdata.txt to determine how the superseded data were derived.
 DV0983
 DV0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC040095(NAD 83)
 DV0983_MARKER: DB = BENCH MARK DISK
 DV0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0983_SP_SET: RETAINING WALL
 DV0983_STAMPING: G 415 1962
 DV0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0983
 DV0983  HISTORY     - Date     Condition        Report By
 DV0983  HISTORY     - 1962     MONUMENTED       CGS
 DV0983  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0983  HISTORY     - 19860501 MARK NOT FOUND   USGS
 DV0983
 DV0983                          STATION DESCRIPTION
 DV0983
 DV0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0983'10.3 MI NW FROM TONOPAH.
 DV0983'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0983'THENCE 3.1 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, AT THE
 DV0983'JUNCTION OF A DIRT ROAD WEST, AND A DIRT ROAD SOUTH, AT A POWER LINE
 DV0983'CROSSING, SET IN TOP OF WEST CONCRETE RETAINING WALL OF AN IRRIGATION
 DV0983'DITCH HEADGATE, 93 FEET SOUTH OF THE CENTER OF THE DIRT ROAD LEADING
 DV0983'WEST, 105 FEET SOUTH OF THE POWER LINE, AND ABOUT 2 FEET ABOVE THE
 DV0983'LEVEL OF THE ROAD.
 DV0983
 DV0983                          STATION RECOVERY (1981)
 DV0983
 DV0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0983'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED, BELIEVED DESTROYED
 DV0983'WHEN THE IRRIGATION DITCH HEADGATE WAS REMOVED.
 DV0983
 DV0983                          STATION RECOVERY (1986)
 DV0983
 DV0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SDC)
 DV0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0901 ***********************************************************************
 DV0901  DESIGNATION -  G 416 80
 DV0901  PID         -  DV0901
 DV0901  STATE/COUNTY-  AZ/MARICOPA
 DV0901  USGS QUAD   -  BUCKEYE NW (1982)
 DV0901
 DV0901                         *CURRENT SURVEY CONTROL
 DV0901  ___________________________________________________________________
 DV0901* NAD 83(1986)-  33 25 51.     (N)    112 38 21.     (W)     SCALED    
 DV0901* NAVD 88     -       328.67   (+/-2cm)    1078.3    (feet)  VERTCON   
 DV0901  ___________________________________________________________________
 DV0901  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0901
 DV0901.The horizontal coordinates were scaled from a topographic map and have
 DV0901.an estimated accuracy of +/- 6 seconds.
 DV0901
 DV0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0901.The vertical order pertains to the NGVD 29 superseded value.
 DV0901
 DV0901.The geoid height was determined by GEOID03.
 DV0901
 DV0901;                    North         East    Units  Estimated Accuracy
 DV0901;SPC AZ C     -   269,760.      146,180.      MT  (+/- 180 meters Scaled)
 DV0901
 DV0901                          SUPERSEDED SURVEY CONTROL
 DV0901
 DV0901  NGVD 29 (??/??/92)  328.030  (m)         1076.21   (f) ADJ UNCH    2 0
 DV0901
 DV0901.Superseded values are not recommended for survey control.
 DV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0901.See file dsdata.txt to determine how the superseded data were derived.
 DV0901
 DV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC476002(NAD 83)
 DV0901_MARKER: DB = BENCH MARK DISK
 DV0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0901_STAMPING: G 416 80 1962
 DV0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0901+STABILITY: SURFACE MOTION
 DV0901
 DV0901  HISTORY     - Date     Condition        Report By
 DV0901  HISTORY     - 1962     MONUMENTED       CGS
 DV0901
 DV0901                          STATION DESCRIPTION
 DV0901
 DV0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0901'7.2 MI NW FROM BUCKEYE.
 DV0901'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0901'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0901'WEST ALONG WEST BROADWAY, THENCE 1.5 MILE NORTH ALONG A GRAVEL ROAD,
 DV0901'THENCE 1.0 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV0901'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET
 DV0901'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV0901'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0846 ***********************************************************************
 CG0846  DESIGNATION -  G 418
 CG0846  PID         -  CG0846
 CG0846  STATE/COUNTY-  AZ/COCHISE
 CG0846  USGS QUAD   -  BENSON (1983)
 CG0846
 CG0846                         *CURRENT SURVEY CONTROL
 CG0846  ___________________________________________________________________
 CG0846* NAD 83(1986)-  31 58 17.     (N)    110 19 19.     (W)     SCALED    
 CG0846* NAVD 88     -      1139.761  (meters)    3739.37   (feet)  ADJUSTED  
 CG0846  ___________________________________________________________________
 CG0846  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0846  DYNAMIC HT  -        1138.055 (meters)    3733.77  (feet)  COMP
 CG0846  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CG0846
 CG0846  VERT ORDER  -  FIRST     CLASS II
 CG0846
 CG0846.The horizontal coordinates were scaled from a topographic map and have
 CG0846.an estimated accuracy of +/- 6 seconds.
 CG0846
 CG0846.The orthometric height was determined by differential leveling
 CG0846.and adjusted in June 1991.
 CG0846
 CG0846.The geoid height was determined by GEOID03.
 CG0846
 CG0846.The dynamic height is computed by dividing the NAVD 88
 CG0846.geopotential number by the normal gravity value computed on the
 CG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0846.degrees latitude (g = 980.6199 gals.).
 CG0846
 CG0846.The modeled gravity was interpolated from observed gravity values.
 CG0846
 CG0846;                    North         East    Units  Estimated Accuracy
 CG0846;SPC AZ E     -   107,710.      198,680.      MT  (+/- 180 meters Scaled)
 CG0846
 CG0846                          SUPERSEDED SURVEY CONTROL
 CG0846
 CG0846.No superseded survey control is available for this station.
 CG0846
 CG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA640374(NAD 83)
 CG0846_MARKER: DB = BENCH MARK DISK
 CG0846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0846_SP_SET: STAINLESS STEEL ROD
 CG0846_STAMPING: G 418 1979
 CG0846_PROJECTION: FLUSH
 CG0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0846_ROD/PIPE-DEPTH: 7.01 meters
 CG0846
 CG0846  HISTORY     - Date     Condition        Report By
 CG0846  HISTORY     - 1979     MONUMENTED       NGS
 CG0846
 CG0846                          STATION DESCRIPTION
 CG0846
 CG0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0846'IN BENSON.
 CG0846'AT THE CITY LIMITS ON THE WEST SIDE OF BENSON, 0.1 MILE SOUTHEAST
 CG0846'ALONG U. S. HIGHWAY 80 FROM THE INTERSTATE HIGHWAY 10 WEST BENSON
 CG0846'INTERCHANGE, 0.95 MILE EAST OF BENCH MARK F 418, AT THE WEST END OF
 CG0846'A CONCRETE MEDIAN FOR THE Y-JUNCTION OF THE INBOUND AND OUTBOUND
 CG0846'TRAFFIC LANES OF HIGHWAY 80, 28.5 FEET NORTH OF THE CENTERLINE OF THE
 CG0846'INBOUND TRAFFIC LANE, 39.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CG0846'OUTBOUND TRAFFIC LANE, 25.5 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 CG0846'CATTLE GUARD, 16.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CG0846'THE WEST EDGE OF THE CONCRETE MEDIAN.
 CG0846'THE MARK IS 13 FT  E FROM A WITNESS POST.
 CG0846'THE MARK IS ABOVE LEVEL WITH INBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0590 ***********************************************************************
 CY0590  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0590  DESIGNATION -  G 419
 CY0590  PID         -  CY0590
 CY0590  STATE/COUNTY-  AZ/COCHISE
 CY0590  USGS QUAD   -  COCHISE (1985)
 CY0590
 CY0590                         *CURRENT SURVEY CONTROL
 CY0590  ___________________________________________________________________
 CY0590* NAD 83(2007)-  32 07 16.96438(N)    109 54 36.92967(W)     ADJUSTED  
 CY0590* NAVD 88     -      1270.27   (meters)    4167.5    (feet)  GPS OBS   
 CY0590  ___________________________________________________________________
 CY0590  EPOCH DATE  -        2007.00
 CY0590  X           -  -1,841,671.583 (meters)                     COMP
 CY0590  Y           -  -5,084,716.985 (meters)                     COMP
 CY0590  Z           -   3,372,499.065 (meters)                     COMP
 CY0590  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CY0590  ELLIP HEIGHT-        1243.009 (meters)          (02/10/07) ADJUSTED
 CY0590  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0590
 CY0590  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0590  Type    PID    Designation                      North   East  Ellip
 CY0590  -------------------------------------------------------------------
 CY0590  NETWORK CY0590 G 419                             0.65   0.57   1.92
 CY0590  -------------------------------------------------------------------
 CY0590
 CY0590.The horizontal coordinates were established by GPS observations
 CY0590.and adjusted by the National Geodetic Survey in February 2007.
 CY0590
 CY0590.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0590.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0590.The horizontal coordinates are valid at the epoch date displayed above.
 CY0590.The epoch date for horizontal control is a decimal equivalence
 CY0590.of Year/Month/Day.
 CY0590
 CY0590.The orthometric height was determined by GPS observations and a
 CY0590.high-resolution geoid model.
 CY0590.The orthometric height was determined by GPS observations and a
 CY0590.high-resolution geoid model using precise GPS observation and
 CY0590.processing techniques. It supersedes the leveled height previously
 CY0590.determined for this station.
 CY0590
 CY0590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0590
 CY0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0590
 CY0590.The ellipsoidal height was determined by GPS observations
 CY0590.and is referenced to NAD 83.
 CY0590
 CY0590.The geoid height was determined by GEOID03.
 CY0590
 CY0590;                    North         East     Units Scale Factor Converg.
 CY0590;SPC AZ E     -   124,353.921   237,554.480   MT  0.99990722   +0 08 10.8
 CY0590;SPC AZ E     -   407,985.31    779,378.22   iFT  0.99990722   +0 08 10.8
 CY0590;UTM  12      - 3,554,409.608   602,798.817   MT  0.99973032   +0 34 46.1
 CY0590
 CY0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0590!SPC AZ E     -   0.99980487  x   0.99990722  =   0.99971210
 CY0590!UTM  12      -   0.99980487  x   0.99973032  =   0.99953524
 CY0590
 CY0590                          SUPERSEDED SURVEY CONTROL
 CY0590
 CY0590  NAD 83(1992)-  32 07 16.96399(N)    109 54 36.92873(W) AD(       ) B
 CY0590  ELLIP H (08/22/05) 1243.029  (m)                       GP(       ) 4 2
 CY0590  NAVD 88 (06/15/91) 1270.416  (m)         4168.02   (f) ADJUSTED    1 2
 CY0590
 CY0590.Superseded values are not recommended for survey control.
 CY0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0590.See file dsdata.txt to determine how the superseded data were derived.
 CY0590
 CY0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0279954410(NAD 83)
 CY0590_MARKER: DB = BENCH MARK DISK
 CY0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0590_SP_SET: STAINLESS STEEL ROD
 CY0590_STAMPING: G 419 1979
 CY0590_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0590+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CY0590_ROD/PIPE-DEPTH: 6.9  meters
 CY0590
 CY0590  HISTORY     - Date     Condition        Report By
 CY0590  HISTORY     - 1979     MONUMENTED       NGS
 CY0590  HISTORY     - 20060506 GOOD             NGS
 CY0590
 CY0590                          STATION DESCRIPTION
 CY0590
 CY0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0590'16.4 KM SW FROM WILLCOX.
 CY0590'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0590'RAILROAD FROM THE STATION IN WILLCOX, THENCE 1.3 KILOMETERS
 CY0590'(0.85 MILE) ALONG U. S. HIGHWAY 666, 14.8 METERS (49.0 FEET) WEST OF
 CY0590'THE CENTERLINE OF THE HIGHWAY, 9.7 METERS (32.0 FEET) WEST OF HIGHWAY
 CY0590'MILEPOST 62, 0.45 METER (1.5 FEET) EAST OF THE RIGHT-OF-WAY FENCE,
 CY0590'20.2 METERS (66.4 FEET) SOUTHWEST OF THE SOUTHWEST END OF A CORRAGATED
 CY0590'METAL PIPE CULVERT, 81.2 METERS (266.4 FEET) SOUTH OF THE EXTENDED
 CY0590'CENTERLINE OF THE ENTRANCE TO THE LA PLAYA ESTATES.
 CY0590'THE MARK IS .6 METERS  W FROM A WITNESS POST.
 CY0590'THE MARK IS .6 M BELOW HIGHWAY CENTERLINE.
 CY0590
 CY0590                          STATION RECOVERY (2006)
 CY0590
 CY0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0590'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0253 ***********************************************************************
 ER0253  DESIGNATION -  G 42
 ER0253  PID         -  ER0253
 ER0253  STATE/COUNTY-  AZ/APACHE
 ER0253  USGS QUAD   -  GREENS PEAK (1969)
 ER0253
 ER0253                         *CURRENT SURVEY CONTROL
 ER0253  ___________________________________________________________________
 ER0253* NAD 83(1986)-  34 02 09.     (N)    109 36 45.     (W)     SCALED    
 ER0253* NAVD 88     -      2719.048  (meters)    8920.74   (feet)  ADJUSTED  
 ER0253  ___________________________________________________________________
 ER0253  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 ER0253  DYNAMIC HT  -        2714.544 (meters)    8905.97  (feet)  COMP
 ER0253  MODELED GRAV-     978,880.3   (mgal)                       NAVD 88
 ER0253
 ER0253  VERT ORDER  -  FIRST     CLASS II
 ER0253
 ER0253.The horizontal coordinates were scaled from a topographic map and have
 ER0253.an estimated accuracy of +/- 6 seconds.
 ER0253
 ER0253.The orthometric height was determined by differential leveling
 ER0253.and adjusted in June 1991.
 ER0253
 ER0253.The geoid height was determined by GEOID03.
 ER0253
 ER0253.The dynamic height is computed by dividing the NAVD 88
 ER0253.geopotential number by the normal gravity value computed on the
 ER0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0253.degrees latitude (g = 980.6199 gals.).
 ER0253
 ER0253.The modeled gravity was interpolated from observed gravity values.
 ER0253
 ER0253;                    North         East    Units  Estimated Accuracy
 ER0253;SPC AZ E     -   336,770.      264,530.      MT  (+/- 180 meters Scaled)
 ER0253
 ER0253                          SUPERSEDED SURVEY CONTROL
 ER0253
 ER0253  NGVD 29 (??/??/92) 2717.880  (m)         8916.91   (f) ADJ UNCH    1 2
 ER0253
 ER0253.Superseded values are not recommended for survey control.
 ER0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0253.See file dsdata.txt to determine how the superseded data were derived.
 ER0253
 ER0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC280669(NAD 83)
 ER0253_MARKER: DB = BENCH MARK DISK
 ER0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0253_STAMPING: G 42 1934
 ER0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0253+STABILITY: SURFACE MOTION
 ER0253
 ER0253  HISTORY     - Date     Condition        Report By
 ER0253  HISTORY     - 1934     MONUMENTED       CGS
 ER0253  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0253
 ER0253                          STATION DESCRIPTION
 ER0253
 ER0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0253'15.8 MI E FROM MCNARY.
 ER0253'15.8 MILES EAST ALONG STATE HIGHWAY 73 FROM MCNARY, APACHE COUNTY, IN
 ER0253'A GRASSY OPENING IN TIMBER, 54 FEET NORTH OF A WOODEN DRAIN, AND 36
 ER0253'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 ER0253'G 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ER0253
 ER0253                          STATION RECOVERY (1969)
 ER0253
 ER0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0602 ***********************************************************************
 CY0602  DESIGNATION -  G 420
 CY0602  PID         -  CY0602
 CY0602  STATE/COUNTY-  AZ/COCHISE
 CY0602  USGS QUAD   -  SULPHUR SPRING (1985)
 CY0602
 CY0602                         *CURRENT SURVEY CONTROL
 CY0602  ___________________________________________________________________
 CY0602* NAD 83(1986)-  32 00 12.     (N)    109 51 46.     (W)     SCALED    
 CY0602* NAVD 88     -      1286.663  (meters)    4221.33   (feet)  ADJUSTED  
 CY0602  ___________________________________________________________________
 CY0602  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0602  DYNAMIC HT  -        1284.699 (meters)    4214.88  (feet)  COMP
 CY0602  MODELED GRAV-     979,069.0   (mgal)                       NAVD 88
 CY0602
 CY0602  VERT ORDER  -  FIRST     CLASS II
 CY0602
 CY0602.The horizontal coordinates were scaled from a topographic map and have
 CY0602.an estimated accuracy of +/- 6 seconds.
 CY0602
 CY0602.The orthometric height was determined by differential leveling
 CY0602.and adjusted in June 1991.
 CY0602
 CY0602.The geoid height was determined by GEOID03.
 CY0602
 CY0602.The dynamic height is computed by dividing the NAVD 88
 CY0602.geopotential number by the normal gravity value computed on the
 CY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0602.degrees latitude (g = 980.6199 gals.).
 CY0602
 CY0602.The modeled gravity was interpolated from observed gravity values.
 CY0602
 CY0602;                    North         East    Units  Estimated Accuracy
 CY0602;SPC AZ E     -   111,280.      242,070.      MT  (+/- 180 meters Scaled)
 CY0602
 CY0602                          SUPERSEDED SURVEY CONTROL
 CY0602
 CY0602.No superseded survey control is available for this station.
 CY0602
 CY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA074413(NAD 83)
 CY0602_MARKER: DB = BENCH MARK DISK
 CY0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0602_SP_SET: STAINLESS STEEL ROD
 CY0602_STAMPING: G 420 1980
 CY0602_PROJECTION: FLUSH
 CY0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0602_ROD/PIPE-DEPTH: 7.5  meters
 CY0602
 CY0602  HISTORY     - Date     Condition        Report By
 CY0602  HISTORY     - 1980     MONUMENTED       NGS
 CY0602
 CY0602                          STATION DESCRIPTION
 CY0602
 CY0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0602'7.8 KM NW FROM PEARCE.
 CY0602'7.8 KILOMETERS (4.8 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM THE
 CY0602'POST OFFICE IN PEARCE, 0.8 KILOMETERS (0.5 MILE) SOUTHEAST OF
 CY0602'RICHLAND WAY AND A GENERAL STORE, 0.3 KILOMETER (0.2 MILE)
 CY0602'NORTHWEST OF A METAL GATE, 14.5 METERS (48.0 FEET) NORTHEAST OF THE
 CY0602'CENTERLINE OF THE HIGHWAY, 9.4 METERS (31.0 FEET) NORTHEAST OF
 CY0602'HIGHWAY MILEPOST 53, 0.4 METER (1.5 FEET) SOUTHWEST OF THE RIGHT-
 CY0602'OF-WAY FENCE.
 CY0602'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0602'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0229 ***********************************************************************
 CF0229  DESIGNATION -  G 421
 CF0229  PID         -  CF0229
 CF0229  STATE/COUNTY-  AZ/COCHISE
 CF0229  USGS QUAD   -  ELFRIDA (1986)
 CF0229
 CF0229                         *CURRENT SURVEY CONTROL
 CF0229  ___________________________________________________________________
 CF0229* NAD 83(1986)-  31 38 14.     (N)    109 40 16.     (W)     SCALED    
 CF0229* NAVD 88     -      1259.945  (meters)    4133.67   (feet)  ADJUSTED  
 CF0229  ___________________________________________________________________
 CF0229  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0229  DYNAMIC HT  -        1257.992 (meters)    4127.26  (feet)  COMP
 CF0229  MODELED GRAV-     979,046.0   (mgal)                       NAVD 88
 CF0229
 CF0229  VERT ORDER  -  FIRST     CLASS II
 CF0229
 CF0229.The horizontal coordinates were scaled from a topographic map and have
 CF0229.an estimated accuracy of +/- 6 seconds.
 CF0229
 CF0229.The orthometric height was determined by differential leveling
 CF0229.and adjusted in June 1991.
 CF0229
 CF0229.The geoid height was determined by GEOID03.
 CF0229
 CF0229.The dynamic height is computed by dividing the NAVD 88
 CF0229.geopotential number by the normal gravity value computed on the
 CF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0229.degrees latitude (g = 980.6199 gals.).
 CF0229
 CF0229.The modeled gravity was interpolated from observed gravity values.
 CF0229
 CF0229;                    North         East    Units  Estimated Accuracy
 CF0229;SPC AZ E     -    70,750.      260,370.      MT  (+/- 180 meters Scaled)
 CF0229
 CF0229                          SUPERSEDED SURVEY CONTROL
 CF0229
 CF0229.No superseded survey control is available for this station.
 CF0229
 CF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA260009(NAD 83)
 CF0229_MARKER: DB = BENCH MARK DISK
 CF0229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0229_SP_SET: STAINLESS STEEL ROD
 CF0229_STAMPING: G 421 1980
 CF0229_PROJECTION: FLUSH
 CF0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0229_ROD/PIPE-DEPTH: 3.0  meters
 CF0229
 CF0229  HISTORY     - Date     Condition        Report By
 CF0229  HISTORY     - 1980     MONUMENTED       NGS
 CF0229
 CF0229                          STATION DESCRIPTION
 CF0229
 CF0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0229'4.2 KM NORTH FROM MCNEAL.
 CF0229'4.2 KILOMETERS (2.65 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0229'THE POST OFFICE IN MCNEAL, 5.4 KILOMETERS (3.35 MILES) SOUTH
 CF0229'OF ELFRIDA, 0.5 KILOMETER (0.3 MILE) SOUTH OF A DIRT ROAD
 CF0229'LEADING EAST-WEST, 0.25 KILOMETER (0.15 MILE) NORTH OF A
 CF0229'POWERLINE CROSSING, 30.2 METERS (99 FEET) EAST OF THE
 CF0229'CENTERLINE OF THE HIGHWAY, 50.3 METERS (165 FEET) SOUTH OF
 CF0229'POWER POLE NUMBER 4, 23.2 METERS (76 FEET) EAST OF MILEPOST 21,
 CF0229'8.2 METERS (27 FEET) NORTHWEST OF POWER POLE NUMBER 3, 0.4
 CF0229'METER (1.5 FEET) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0229'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0229'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1226 ***********************************************************************
 DV1226  DESIGNATION -  G 422
 DV1226  PID         -  DV1226
 DV1226  STATE/COUNTY-  AZ/PINAL
 DV1226  USGS QUAD   -  MARICOPA (1978)
 DV1226
 DV1226                         *CURRENT SURVEY CONTROL
 DV1226  ___________________________________________________________________
 DV1226* NAD 83(1986)-  33 02 09.     (N)    112 00 54.     (W)     SCALED    
 DV1226* NAVD 88     -       365.656  (meters)    1199.66   (feet)  ADJUSTED  
 DV1226  ___________________________________________________________________
 DV1226  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV1226  DYNAMIC HT  -         365.212 (meters)    1198.20  (feet)  COMP
 DV1226  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 DV1226  OBS GRAVITY -     979,415.5   (mgal)                       GRAV_OBS
 DV1226
 DV1226  VERT ORDER  -  FIRST     CLASS II
 DV1226
 DV1226.The horizontal coordinates were scaled from a topographic map and have
 DV1226.an estimated accuracy of +/- 6 seconds.
 DV1226
 DV1226.The orthometric height was determined by differential leveling
 DV1226.and adjusted in June 1991.
 DV1226
 DV1226.The geoid height was determined by GEOID03.
 DV1226
 DV1226.The dynamic height is computed by dividing the NAVD 88
 DV1226.geopotential number by the normal gravity value computed on the
 DV1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1226.degrees latitude (g = 980.6199 gals.).
 DV1226
 DV1226.The modeled gravity was interpolated from observed gravity values.
 DV1226.The observed gravity was obtained from relative gravimeter ties
 DV1226.to the IGSN71 gravity network.
 DV1226
 DV1226;                    North         East    Units  Estimated Accuracy
 DV1226;SPC AZ C     -   225,730.      204,180.      MT  (+/- 180 meters Scaled)
 DV1226
 DV1226                          SUPERSEDED SURVEY CONTROL
 DV1226
 DV1226.No superseded survey control is available for this station.
 DV1226
 DV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB052557(NAD 83)
 DV1226_MARKER: DB = BENCH MARK DISK
 DV1226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1226_SP_SET: ABUTMENT
 DV1226_STAMPING: G 422 1980
 DV1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1226+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DV1226
 DV1226  HISTORY     - Date     Condition        Report By
 DV1226  HISTORY     - 1980     MONUMENTED       NGS
 DV1226  HISTORY     - 20060807 GOOD             GEOCAC
 DV1226
 DV1226                          STATION DESCRIPTION
 DV1226
 DV1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1226'3.9 KM SE FROM MARICOPA.
 DV1226'3.9 KILOMETERS (2.4 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DV1226'RAILROAD FROM THE RAILROAD CROSSING IN MARICOPA, SET IN TOP OF THE
 DV1226'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 DV1226'900.16, 1.9 METERS (6.6 FEET) NORTHEAST OF THE NORTHEAST RAIL AND
 DV1226'135.9 METERS (446 FEET) NORTHWEST OF THE CENTER OF A ROAD CROSSING.
 DV1226'THE MARK IS 0.6 M BELOW TRACKS.
 DV1226
 DV1226                          STATION RECOVERY (2006)
 DV1226
 DV1226'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0886 ***********************************************************************
 CG0886  DESIGNATION -  G 423
 CG0886  PID         -  CG0886
 CG0886  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0886  USGS QUAD   -  RIO RICO (1981)
 CG0886
 CG0886                         *CURRENT SURVEY CONTROL
 CG0886  ___________________________________________________________________
 CG0886* NAD 83(1986)-  31 23 55.     (N)    110 57 14.     (W)     SCALED    
 CG0886* NAVD 88     -      1108.103  (meters)    3635.50   (feet)  ADJUSTED  
 CG0886  ___________________________________________________________________
 CG0886  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0886  DYNAMIC HT  -        1106.403 (meters)    3629.92  (feet)  COMP
 CG0886  MODELED GRAV-     979,068.5   (mgal)                       NAVD 88
 CG0886
 CG0886  VERT ORDER  -  FIRST     CLASS II
 CG0886
 CG0886.The horizontal coordinates were scaled from a topographic map and have
 CG0886.an estimated accuracy of +/- 6 seconds.
 CG0886
 CG0886.The orthometric height was determined by differential leveling
 CG0886.and adjusted in June 1991.
 CG0886
 CG0886.The geoid height was determined by GEOID03.
 CG0886
 CG0886.The dynamic height is computed by dividing the NAVD 88
 CG0886.geopotential number by the normal gravity value computed on the
 CG0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0886.degrees latitude (g = 980.6199 gals.).
 CG0886
 CG0886.The modeled gravity was interpolated from observed gravity values.
 CG0886
 CG0886;                    North         East    Units  Estimated Accuracy
 CG0886;SPC AZ C     -    44,590.      304,920.      MT  (+/- 180 meters Scaled)
 CG0886
 CG0886                          SUPERSEDED SURVEY CONTROL
 CG0886
 CG0886.No superseded survey control is available for this station.
 CG0886
 CG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV043737(NAD 83)
 CG0886_MARKER: DB = BENCH MARK DISK
 CG0886_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0886_SP_SET: STAINLESS STEEL ROD
 CG0886_STAMPING: G 423 1980
 CG0886_PROJECTION: FLUSH
 CG0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0886_ROD/PIPE-DEPTH: 1.2  meters
 CG0886
 CG0886  HISTORY     - Date     Condition        Report By
 CG0886  HISTORY     - 1980     MONUMENTED       NGS
 CG0886
 CG0886                          STATION DESCRIPTION
 CG0886
 CG0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0886'8.1 KM NORTH FROM NOGALES.
 CG0886'8.1 KILOMETERS (5.0 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0886'FROM THE COUNTY COURTHOUSE IN NOGALES, 0.3 KILOMETER (0.2 MILE) SOUTH
 CG0886'OF RAILROAD BRIDGE 1044.26, 0.2 KILOMETER (0.1 MILE) NORTH OF AN OLD
 CG0886'TUCSON ROAD CONCRETE BRIDGE OVER NOGALES WASH, AT THE SOUTHWEST
 CG0886'CORNER OF THE CROSSING OF AN ABANDONED PRIVATE ROAD, AT THE NORTH END
 CG0886'OF A CUT ON THE EAST SIDE OF THE RAILROAD, 13.4 METERS (44 FEET)
 CG0886'EAST OF THE EAST RAIL, 18.4 METERS (60 FEET) SOUTHEAST OF THE CENTER
 CG0886'OF THE CROSSING OF THE EAST RAIL, 11.9 METERS (39 FEET) SOUTH OF THE
 CG0886'CENTER OF AN IRON PIPE GATE AND PRIVATE ROAD AND 0.4 METER (1.5 FEET)
 CG0886'WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CG0886'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CG0886'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1441 ***********************************************************************
 CZ1441  DESIGNATION -  G 429
 CZ1441  PID         -  CZ1441
 CZ1441  STATE/COUNTY-  AZ/PINAL
 CZ1441  USGS QUAD   -  RED ROCK (1993)
 CZ1441
 CZ1441                         *CURRENT SURVEY CONTROL
 CZ1441  ___________________________________________________________________
 CZ1441* NAD 83(1986)-  32 31 51.     (N)    111 17 12.     (W)     SCALED    
 CZ1441* NAVD 88     -       585.842  (meters)    1922.05   (feet)  ADJUSTED  
 CZ1441  ___________________________________________________________________
 CZ1441  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ1441  DYNAMIC HT  -         585.077 (meters)    1919.54  (feet)  COMP
 CZ1441  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CZ1441  OBS GRAVITY -     979,314.4   (mgal)                       GRAV_OBS
 CZ1441
 CZ1441  VERT ORDER  -  FIRST     CLASS II
 CZ1441
 CZ1441.The horizontal coordinates were scaled from a topographic map and have
 CZ1441.an estimated accuracy of +/- 6 seconds.
 CZ1441
 CZ1441.The orthometric height was determined by differential leveling
 CZ1441.and adjusted in June 1991.
 CZ1441
 CZ1441.The geoid height was determined by GEOID03.
 CZ1441
 CZ1441.The dynamic height is computed by dividing the NAVD 88
 CZ1441.geopotential number by the normal gravity value computed on the
 CZ1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1441.degrees latitude (g = 980.6199 gals.).
 CZ1441
 CZ1441.The modeled gravity was interpolated from observed gravity values.
 CZ1441.The observed gravity was obtained from relative gravimeter ties
 CZ1441.to the IGSN71 gravity network.
 CZ1441
 CZ1441;                    North         East    Units  Estimated Accuracy
 CZ1441;SPC AZ C     -   169,900.      272,540.      MT  (+/- 180 meters Scaled)
 CZ1441
 CZ1441                          SUPERSEDED SURVEY CONTROL
 CZ1441
 CZ1441.No superseded survey control is available for this station.
 CZ1441
 CZ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA730993(NAD 83)
 CZ1441_MARKER: DB = BENCH MARK DISK
 CZ1441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1441_SP_SET: STAINLESS STEEL ROD
 CZ1441_STAMPING: G 429 1980
 CZ1441_PROJECTION: FLUSH
 CZ1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1441+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1441_ROD/PIPE-DEPTH: 7.6  meters
 CZ1441
 CZ1441  HISTORY     - Date     Condition        Report By
 CZ1441  HISTORY     - 1980     MONUMENTED       NGS
 CZ1441  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1441
 CZ1441                          STATION DESCRIPTION
 CZ1441
 CZ1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1441'46.0 KM NW FROM TUCSON.
 CZ1441'46.0 KILOMETERS (28.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1441'COMPANY RAILROAD FROM THE STATION AT TUCSON, 73 PACES SOUTHEAST
 CZ1441'OF AND ACROSS THE FRONTAGE ROAD FROM INTERSTATE HIGHWAY 10 MILE
 CZ1441'POST 230 AND SET IN LINE WITH THE SOUTHWEST ROW OF TELEPHONE POLES,
 CZ1441'31.7 METERS (102.3 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 40.7
 CZ1441'METERS (133.5 FEET) WEST OF THE WEST CORNER OF A SMALL RAILROAD
 CZ1441'BRIDGE, NUMBER 955.37, 6.2 METERS (20.4 FEET) WEST OF THE
 CZ1441'SOUTHWEST ONE OF TWO WITNESS POST FOR A PETROLEUM PIPE LINE,
 CZ1441'2.45 METERS (8.0 FEET) SOUTHEAST OF THE FIRST TELEPHONE POLE
 CZ1441'NUMBER 6, NORHTWEST OF THE RAILROAD BRIDGE.
 CZ1441'THE MARK IS 1 M BELOW THE RAILS.
 CZ1441
 CZ1441                          STATION RECOVERY (2006)
 CZ1441
 CZ1441'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0429 ***********************************************************************
 DT0429  DESIGNATION -  G 43
 DT0429  PID         -  DT0429
 DT0429  STATE/COUNTY-  AZ/NAVAJO
 DT0429  USGS QUAD   -  WHITERIVER (1984)
 DT0429
 DT0429                         *CURRENT SURVEY CONTROL
 DT0429  ___________________________________________________________________
 DT0429* NAD 83(1986)-  33 52 20.     (N)    109 57 41.     (W)     SCALED    
 DT0429* NAVD 88     -      1645.325  (meters)    5398.04   (feet)  ADJUSTED  
 DT0429  ___________________________________________________________________
 DT0429  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 DT0429  DYNAMIC HT  -        1642.907 (meters)    5390.10  (feet)  COMP
 DT0429  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 DT0429
 DT0429  VERT ORDER  -  FIRST     CLASS II
 DT0429
 DT0429.The horizontal coordinates were scaled from a topographic map and have
 DT0429.an estimated accuracy of +/- 6 seconds.
 DT0429
 DT0429.The orthometric height was determined by differential leveling
 DT0429.and adjusted in June 1991.
 DT0429
 DT0429.The geoid height was determined by GEOID03.
 DT0429
 DT0429.The dynamic height is computed by dividing the NAVD 88
 DT0429.geopotential number by the normal gravity value computed on the
 DT0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0429.degrees latitude (g = 980.6199 gals.).
 DT0429
 DT0429.The modeled gravity was interpolated from observed gravity values.
 DT0429
 DT0429;                    North         East    Units  Estimated Accuracy
 DT0429;SPC AZ E     -   318,500.      232,350.      MT  (+/- 180 meters Scaled)
 DT0429
 DT0429                          SUPERSEDED SURVEY CONTROL
 DT0429
 DT0429  NGVD 29 (??/??/92) 1644.566  (m)         5395.55   (f) ADJ UNCH    1 2
 DT0429
 DT0429.Superseded values are not recommended for survey control.
 DT0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0429.See file dsdata.txt to determine how the superseded data were derived.
 DT0429
 DT0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC960484(NAD 83)
 DT0429_MARKER: DB = BENCH MARK DISK
 DT0429_SETTING: 66 = SET IN ROCK OUTCROP
 DT0429_SP_SET: OUTCROP
 DT0429_STAMPING: G 43 1934
 DT0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0429+STABILITY: POSITION/ELEVATION WELL
 DT0429
 DT0429  HISTORY     - Date     Condition        Report By
 DT0429  HISTORY     - 1934     MONUMENTED       CGS
 DT0429  HISTORY     - 1979     GOOD             NGS
 DT0429
 DT0429                          STATION DESCRIPTION
 DT0429
 DT0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0429'2.5 MI N FROM WHITERIVER.
 DT0429'2.5 MILES NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0429'125 FEET SOUTHWEST OF A BRIDGE, 96 FEET EAST OF THE CENTERLINE OF THE
 DT0429'HIGHWAY, 40 FEET EAST OF A ROW OF POLES, AND IN THE TOP OF THE WEST
 DT0429'EDGE OF A LARGE OUTCROP.  A STANDARD DISK, STAMPED G 43 1934.
 DT0429
 DT0429                          STATION RECOVERY (1979)
 DT0429
 DT0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0429'2.6 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0429'HEADQUARTERS IN WHITERIVER, 97 FEET SOUTH OF THE SOUTHEAST END OF A
 DT0429'CONCRETE BOX CULVERT, 90 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DT0429'HIGHWAY, 36 FEET NORTHWEST OF A BARBED WIRE FENCE AND 35.5 FEET
 DT0429'EAST OF A STEEL MANHOLE COVER.
 DT0429'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 DT0429'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0838 ***********************************************************************
 CG0838  DESIGNATION -  G 430
 CG0838  PID         -  CG0838
 CG0838  STATE/COUNTY-  AZ/PIMA
 CG0838  USGS QUAD   -  THE NARROWS (1981)
 CG0838
 CG0838                         *CURRENT SURVEY CONTROL
 CG0838  ___________________________________________________________________
 CG0838* NAD 83(1986)-  31 59 03.     (N)    110 33 45.     (W)     SCALED    
 CG0838* NAVD 88     -      1102.193  (meters)    3616.11   (feet)  ADJUSTED  
 CG0838  ___________________________________________________________________
 CG0838  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CG0838  DYNAMIC HT  -        1100.569 (meters)    3610.78  (feet)  COMP
 CG0838  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 CG0838
 CG0838  VERT ORDER  -  FIRST     CLASS II
 CG0838
 CG0838.The horizontal coordinates were scaled from a topographic map and have
 CG0838.an estimated accuracy of +/- 6 seconds.
 CG0838
 CG0838.The orthometric height was determined by differential leveling
 CG0838.and adjusted in June 1991.
 CG0838
 CG0838.The geoid height was determined by GEOID03.
 CG0838
 CG0838.The dynamic height is computed by dividing the NAVD 88
 CG0838.geopotential number by the normal gravity value computed on the
 CG0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0838.degrees latitude (g = 980.6199 gals.).
 CG0838
 CG0838.The modeled gravity was interpolated from observed gravity values.
 CG0838
 CG0838;                    North         East    Units  Estimated Accuracy
 CG0838;SPC AZ C     -   109,910.      341,330.      MT  (+/- 180 meters Scaled)
 CG0838
 CG0838                          SUPERSEDED SURVEY CONTROL
 CG0838
 CG0838.No superseded survey control is available for this station.
 CG0838
 CG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA413387(NAD 83)
 CG0838_MARKER: I = METAL ROD
 CG0838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0838_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0838_STAMPING: G 430 1979
 CG0838_PROJECTION: FLUSH
 CG0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0838+STABILITY: POSITION/ELEVATION WELL
 CG0838_ROD/PIPE-DEPTH: 5.79 meters
 CG0838
 CG0838  HISTORY     - Date     Condition        Report By
 CG0838  HISTORY     - 1979     MONUMENTED       NGS
 CG0838  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0838
 CG0838                          STATION DESCRIPTION
 CG0838
 CG0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0838'15.9 MI WEST FROM BENSON.
 CG0838'15.9 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0838'OVERPASS AT BENSON, AT THE MARSH STATION ROAD EXIT, SET BETWEEN
 CG0838'THE ROAD AND RAILROAD TRACKS NEAR A FENCE LINE, 0.05 MILE WEST OF
 CG0838'BM 3608, ABOUT 175 FEET EAST OF A GAS PIPE MAIN JUNCTION, 0.1 MILE
 CG0838'SOUTHEAST OF A RAILROAD BRIDGE OVER THE HIGHWAY, 109 FEET SOUTH OF
 CG0838'THE CENTERLINE OF THE ROAD, 100 FEET NORTH OF THE NORTH RAIL, 50 FEET
 CG0838'SOUTH OF THE CENTERLINE OF A DIRT TRACK ROAD AND 3 FEET NORTH OF THE
 CG0838'FENCE.
 CG0838'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CG0838'THE MARK IS 6 FT BELOW ROAD.
 CG0838
 CG0838                          STATION RECOVERY (2001)
 CG0838
 CG0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0838'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0612 ***********************************************************************
 CY0612  DESIGNATION -  G 431
 CY0612  PID         -  CY0612
 CY0612  STATE/COUNTY-  AZ/COCHISE
 CY0612  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0612
 CY0612                         *CURRENT SURVEY CONTROL
 CY0612  ___________________________________________________________________
 CY0612* NAD 83(1986)-  32 18 18.     (N)    109 47 48.     (W)     SCALED    
 CY0612* NAVD 88     -      1306.007  (meters)    4284.79   (feet)  ADJUSTED  
 CY0612  ___________________________________________________________________
 CY0612  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0612  DYNAMIC HT  -        1304.060 (meters)    4278.40  (feet)  COMP
 CY0612  MODELED GRAV-     979,102.9   (mgal)                       NAVD 88
 CY0612
 CY0612  VERT ORDER  -  FIRST     CLASS II
 CY0612
 CY0612.The horizontal coordinates were scaled from a topographic map and have
 CY0612.an estimated accuracy of +/- 6 seconds.
 CY0612
 CY0612.The orthometric height was determined by differential leveling
 CY0612.and adjusted in June 1991.
 CY0612
 CY0612.The geoid height was determined by GEOID03.
 CY0612
 CY0612.The dynamic height is computed by dividing the NAVD 88
 CY0612.geopotential number by the normal gravity value computed on the
 CY0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0612.degrees latitude (g = 980.6199 gals.).
 CY0612
 CY0612.The modeled gravity was interpolated from observed gravity values.
 CY0612
 CY0612;                    North         East    Units  Estimated Accuracy
 CY0612;SPC AZ E     -   144,750.      248,200.      MT  (+/- 180 meters Scaled)
 CY0612
 CY0612                          SUPERSEDED SURVEY CONTROL
 CY0612
 CY0612.No superseded survey control is available for this station.
 CY0612
 CY0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA132748(NAD 83)
 CY0612_MARKER: DB = BENCH MARK DISK
 CY0612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0612_SP_SET: ABUTMENT
 CY0612_STAMPING: G 431 1979
 CY0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0612
 CY0612  HISTORY     - Date     Condition        Report By
 CY0612  HISTORY     - 1979     MONUMENTED       NGS
 CY0612
 CY0612                          STATION DESCRIPTION
 CY0612
 CY0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0612'7.0 KM NE FROM WILLCOX.
 CY0612'7.0 KILOMETERS (4.35 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0612'ITS INTERSECTION WITH MALEY STREETT IN WILLCOX, 0.1 KILOMETER (0.05
 CY0612'MILE) NORTH OF STEWART ROAD, AT INTERSTATE HIGHWAY 10 EXIT 344
 CY0612'(BUSINESS HIGHWAY 10 AND HIGHWAY 666 SOUTH),  0.2 KILOMETER NORTH
 CY0612'OF TRIANGULATION STATION DRURY, SET IN TOP OF THE WEST END OF THE
 CY0612'SOUTH ABUTMENT OF THE BRIDGE, 5.8 METERS (19.1 FEET) WEST OF THE
 CY0612'CENTERLINE OF THE HIGHWAY AND 2.8 METERS (12.7 FEET) NORTH OF THE
 CY0612'SOUTH END OF THE ABUTMENT.
 CY0612'THE MARK IS 0.3 M ABOVE HIGHWAY 666.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0687 ***********************************************************************
 CY0687  DESIGNATION -  G 436
 CY0687  PID         -  CY0687
 CY0687  STATE/COUNTY-  AZ/GRAHAM
 CY0687  USGS QUAD   -  MONK DRAW (1979)
 CY0687
 CY0687                         *CURRENT SURVEY CONTROL
 CY0687  ___________________________________________________________________
 CY0687* NAD 83(1986)-  32 27 49.     (N)    109 40 06.     (W)     SCALED    
 CY0687* NAVD 88     -      1357.050  (meters)    4452.25   (feet)  ADJUSTED  
 CY0687  ___________________________________________________________________
 CY0687  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY0687  DYNAMIC HT  -        1355.028 (meters)    4445.62  (feet)  COMP
 CY0687  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 CY0687
 CY0687  VERT ORDER  -  FIRST     CLASS II
 CY0687
 CY0687.The horizontal coordinates were scaled from a topographic map and have
 CY0687.an estimated accuracy of +/- 6 seconds.
 CY0687
 CY0687.The orthometric height was determined by differential leveling
 CY0687.and adjusted in June 1991.
 CY0687
 CY0687.The geoid height was determined by GEOID03.
 CY0687
 CY0687.The dynamic height is computed by dividing the NAVD 88
 CY0687.geopotential number by the normal gravity value computed on the
 CY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0687.degrees latitude (g = 980.6199 gals.).
 CY0687
 CY0687.The modeled gravity was interpolated from observed gravity values.
 CY0687
 CY0687;                    North         East    Units  Estimated Accuracy
 CY0687;SPC AZ E     -   162,380.      260,210.      MT  (+/- 180 meters Scaled)
 CY0687
 CY0687                          SUPERSEDED SURVEY CONTROL
 CY0687
 CY0687.No superseded survey control is available for this station.
 CY0687
 CY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA251926(NAD 83)
 CY0687_MARKER: DB = BENCH MARK DISK
 CY0687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0687_SP_SET: STAINLESS STEEL ROD
 CY0687_STAMPING: G 436 1979
 CY0687_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0687_ROD/PIPE-DEPTH: 7.62 meters
 CY0687
 CY0687  HISTORY     - Date     Condition        Report By
 CY0687  HISTORY     - 1979     MONUMENTED       NGS
 CY0687  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0687
 CY0687                          STATION DESCRIPTION
 CY0687
 CY0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0687'25.8 MI SOUTH FROM SAFFORD.
 CY0687'25.85 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0687'HIGHWAY 70 IN SAFFORD, 0.15 MILE NORTH OF MILE POST 95, 0.1 MILE
 CY0687'EAST ACROSS THE HIGHWAY FROM A WINDMILL AND CORRAL, 99 FEET EAST OF
 CY0687'THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF A
 CY0687'DIRT ROAD LEADING EAST AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 CY0687'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0687'THE MARK IS 2 FT BELOW THE HIGHWAY.
 CY0687
 CY0687                          STATION RECOVERY (2008)
 CY0687
 CY0687'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0687'THE HIGHWAY IS IN THE PROCESS OF BEING IMPROVED TO A FOUR-LANE HIGHWAY
 CY0687'WITH MEDIAN AT THIS LOCATION. THE NEW NORTHBOUND LANES HAVE BEEN ADDED
 CY0687'ON THE EAST SIDE OF THE ORIGINAL HIGHWAY, NEAR THE APPROXIMATE
 CY0687'LOCATION OF THE FORMER EAST SIDE RIGHT-OF-WAY FENCE. THERE IS
 CY0687'VIRTUALLY NO CHANCE THE MARK HAS SURVIVED THE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1156 ***********************************************************************
 DU1156  DESIGNATION -  G 437
 DU1156  PID         -  DU1156
 DU1156  STATE/COUNTY-  AZ/GILA
 DU1156  USGS QUAD   -  CUTTER (1979)
 DU1156
 DU1156                         *CURRENT SURVEY CONTROL
 DU1156  ___________________________________________________________________
 DU1156* NAD 83(2007)-  33 22 22.39671(N)    110 44 16.45097(W)     ADJUSTED  
 DU1156* NAVD 88     -      1096.616  (meters)    3597.81   (feet)  ADJUSTED  
 DU1156  ___________________________________________________________________
 DU1156  EPOCH DATE  -        2007.00
 DU1156  X           -  -1,888,285.862 (meters)                     COMP
 DU1156  Y           -  -4,987,223.255 (meters)                     COMP
 DU1156  Z           -   3,489,157.561 (meters)                     COMP
 DU1156  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DU1156  ELLIP HEIGHT-        1069.381 (meters)          (02/10/07) ADJUSTED
 DU1156  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1156  DYNAMIC HT  -        1095.122 (meters)    3592.91  (feet)  COMP
 DU1156
 DU1156  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1156  Type    PID    Designation                      North   East  Ellip
 DU1156  -------------------------------------------------------------------
 DU1156  NETWORK DU1156 G 437                             0.49   0.45   1.72
 DU1156  -------------------------------------------------------------------
 DU1156  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 DU1156
 DU1156  VERT ORDER  -  FIRST     CLASS II
 DU1156
 DU1156.The horizontal coordinates were established by GPS observations
 DU1156.and adjusted by the National Geodetic Survey in February 2007.
 DU1156
 DU1156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1156.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1156.The horizontal coordinates are valid at the epoch date displayed above.
 DU1156.The epoch date for horizontal control is a decimal equivalence
 DU1156.of Year/Month/Day.
 DU1156
 DU1156.The orthometric height was determined by differential leveling
 DU1156.and adjusted in June 1991.
 DU1156
 DU1156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1156
 DU1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1156
 DU1156.The ellipsoidal height was determined by GPS observations
 DU1156.and is referenced to NAD 83.
 DU1156
 DU1156.The geoid height was determined by GEOID03.
 DU1156
 DU1156.The dynamic height is computed by dividing the NAVD 88
 DU1156.geopotential number by the normal gravity value computed on the
 DU1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1156.degrees latitude (g = 980.6199 gals.).
 DU1156
 DU1156.The modeled gravity was interpolated from observed gravity values.
 DU1156
 DU1156;                    North         East     Units Scale Factor Converg.
 DU1156;SPC AZ E     -   263,249.342   160,206.778   MT  0.99993482   -0 18 51.3
 DU1156;SPC AZ E     -   863,678.94    525,612.79   iFT  0.99993482   -0 18 51.3
 DU1156;UTM  12      - 3,692,657.254   524,380.529   MT  0.99960733   +0 08 39.0
 DU1156
 DU1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1156!SPC AZ E     -   0.99983214  x   0.99993482  =   0.99976697
 DU1156!UTM  12      -   0.99983214  x   0.99960733  =   0.99943954
 DU1156
 DU1156                          SUPERSEDED SURVEY CONTROL
 DU1156
 DU1156  NAD 83(1992)-  33 22 22.39651(N)    110 44 16.45062(W) AD(       ) B
 DU1156  ELLIP H (08/22/05) 1069.393  (m)                       GP(       ) 4 2
 DU1156  NAVD 88 (08/22/05) 1096.62   (m)         3597.8    (f) LEVELING    3  
 DU1156
 DU1156.Superseded values are not recommended for survey control.
 DU1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1156.See file dsdata.txt to determine how the superseded data were derived.
 DU1156
 DU1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2438192657(NAD 83)
 DU1156_MARKER: DV = VERTICAL CONTROL DISK
 DU1156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1156_SP_SET: STAINLESS STEEL ROD
 DU1156_STAMPING: G 437 1979
 DU1156_MARK LOGO: NGS   
 DU1156_PROJECTION: FLUSH
 DU1156_MAGNETIC: I = MARKER IS A STEEL ROD
 DU1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1156+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DU1156_ROD/PIPE-DEPTH: 7.5  meters
 DU1156
 DU1156  HISTORY     - Date     Condition        Report By
 DU1156  HISTORY     - 1979     MONUMENTED       NGS
 DU1156  HISTORY     - 20040401 GOOD             AZ-007
 DU1156  HISTORY     - 20051004 GOOD             AZ-007
 DU1156  HISTORY     - 20060823 GOOD             WOOLPT
 DU1156  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1156
 DU1156                          STATION DESCRIPTION
 DU1156
 DU1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1156'3.9 KM SE FROM GLOBE.
 DU1156'3.95 KILOMETERS (2.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1156'THE NEW COUNTY COURTHOUSE IN GLOBE, 48.5 METERS (159 FEET) SOUTH OF
 DU1156'THE CENTERLINE OF HIGHWAY 70, 30.2 METERS (99 FEET) EAST OF THE
 DU1156'CENTERLINE OF STATE HIGHWAY 77, 7.3 METERS (24 FEET) SOUTH OF THE
 DU1156'NORTHWEST CORNER POST IN THE RIGHT-OF-WAY FENCE AND 0.6 METER (2
 DU1156'FEET) WEST OF THE FENCE LINE.
 DU1156'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DU1156'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1156
 DU1156                          STATION RECOVERY (2004)
 DU1156
 DU1156'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1156'RECOVERED IN GOOD CONDITION.
 DU1156
 DU1156                          STATION RECOVERY (2005)
 DU1156
 DU1156'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DU1156'RECOVERED IN GOOD CONDITION.
 DU1156
 DU1156                          STATION RECOVERY (2006)
 DU1156
 DU1156'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 DU1156'RECOVERY NOTE BY WOOLPERT, INC.  2006 (DJK) RECOVERED AS DESCRIBED.
 DU1156
 DU1156                          STATION RECOVERY (2008)
 DU1156
 DU1156'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1156'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1156'MARK. NO WITNESS POST WAS NOTED IN THE AREA, AND EXTENSIVE PROBING OF
 DU1156'THE DESCRIBED LOCATION DID NOT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1126 ***********************************************************************
 DU1126  DESIGNATION -  G 438
 DU1126  PID         -  DU1126
 DU1126  STATE/COUNTY-  AZ/GRAHAM
 DU1126  USGS QUAD   -  DEWEY FLAT (1989)
 DU1126
 DU1126                         *CURRENT SURVEY CONTROL
 DU1126  ___________________________________________________________________
 DU1126* NAD 83(1986)-  33 14 48.     (N)    110 16 16.     (W)     SCALED    
 DU1126* NAVD 88     -       859.265  (meters)    2819.11   (feet)  ADJUSTED  
 DU1126  ___________________________________________________________________
 DU1126  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DU1126  DYNAMIC HT  -         858.109 (meters)    2815.31  (feet)  COMP
 DU1126  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 DU1126
 DU1126  VERT ORDER  -  FIRST     CLASS II
 DU1126
 DU1126.The horizontal coordinates were scaled from a topographic map and have
 DU1126.an estimated accuracy of +/- 6 seconds.
 DU1126
 DU1126.The orthometric height was determined by differential leveling
 DU1126.and adjusted in June 1991.
 DU1126
 DU1126.The geoid height was determined by GEOID03.
 DU1126
 DU1126.The dynamic height is computed by dividing the NAVD 88
 DU1126.geopotential number by the normal gravity value computed on the
 DU1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1126.degrees latitude (g = 980.6199 gals.).
 DU1126
 DU1126.The modeled gravity was interpolated from observed gravity values.
 DU1126
 DU1126;                    North         East    Units  Estimated Accuracy
 DU1126;SPC AZ E     -   249,110.      203,630.      MT  (+/- 180 meters Scaled)
 DU1126
 DU1126                          SUPERSEDED SURVEY CONTROL
 DU1126
 DU1126.No superseded survey control is available for this station.
 DU1126
 DU1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB679788(NAD 83)
 DU1126_MARKER: DB = BENCH MARK DISK
 DU1126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1126_SP_SET: STAINLESS STEEL ROD
 DU1126_STAMPING: G 438 1979
 DU1126_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1126+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1126_ROD/PIPE-DEPTH: 3    meters
 DU1126
 DU1126  HISTORY     - Date     Condition        Report By
 DU1126  HISTORY     - 1979     MONUMENTED       NGS
 DU1126  HISTORY     - 20081008 GOOD             GEOCAC
 DU1126
 DU1126                          STATION DESCRIPTION
 DU1126
 DU1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1126'21.2 KM NW FROM BYLAS.
 DU1126'21.2 KILOMETERS (13.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1126'THE POST OFFICE IN BYLAS, AT THE NORTHWEST END OF A SMALL HIGHWAY
 DU1126'CUT, 30.5 METERS (100 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 DU1126'HIGHWAY AND 83 METERS (273 FEET) SOUTHEAST ALONG THE HIGHWAY FROM
 DU1126'THE CENTERLINE OF A 2-METER DIAMETER STEEL PIPE CULVERT UNDER THE
 DU1126'HIGHWAY.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1126'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1126'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1126
 DU1126                          STATION RECOVERY (2008)
 DU1126
 DU1126'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1126'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1126'14.841' W110  16.264'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0735 ***********************************************************************
 CY0735  DESIGNATION -  G 439
 CY0735  PID         -  CY0735
 CY0735  STATE/COUNTY-  AZ/GRAHAM
 CY0735  USGS QUAD   -  PIMA (1985)
 CY0735
 CY0735                         *CURRENT SURVEY CONTROL
 CY0735  ___________________________________________________________________
 CY0735* NAD 83(1986)-  32 54 32.     (N)    109 51 06.     (W)     SCALED    
 CY0735* NAVD 88     -       862.382  (meters)    2829.33   (feet)  ADJUSTED  
 CY0735  ___________________________________________________________________
 CY0735  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CY0735  DYNAMIC HT  -         861.183 (meters)    2825.40  (feet)  COMP
 CY0735  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 CY0735
 CY0735  VERT ORDER  -  FIRST     CLASS II
 CY0735
 CY0735.The horizontal coordinates were scaled from a topographic map and have
 CY0735.an estimated accuracy of +/- 6 seconds.
 CY0735
 CY0735.The orthometric height was determined by differential leveling
 CY0735.and adjusted in June 1991.
 CY0735
 CY0735.The geoid height was determined by GEOID03.
 CY0735
 CY0735.The dynamic height is computed by dividing the NAVD 88
 CY0735.geopotential number by the normal gravity value computed on the
 CY0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0735.degrees latitude (g = 980.6199 gals.).
 CY0735
 CY0735.The modeled gravity was interpolated from observed gravity values.
 CY0735
 CY0735;                    North         East    Units  Estimated Accuracy
 CY0735;SPC AZ E     -   211,690.      242,830.      MT  (+/- 180 meters Scaled)
 CY0735
 CY0735                          SUPERSEDED SURVEY CONTROL
 CY0735
 CY0735.No superseded survey control is available for this station.
 CY0735
 CY0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB073417(NAD 83)
 CY0735_MARKER: DB = BENCH MARK DISK
 CY0735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0735_SP_SET: STAINLESS STEEL ROD
 CY0735_STAMPING: G 439 1979
 CY0735_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0735_ROD/PIPE-DEPTH: 9.14 meters
 CY0735
 CY0735  HISTORY     - Date     Condition        Report By
 CY0735  HISTORY     - 1979     MONUMENTED       NGS
 CY0735
 CY0735                          STATION DESCRIPTION
 CY0735
 CY0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0735'1.9 MI NW FROM PIMA.
 CY0735'1.9 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0735'PIMA, 0.1 MILE NORTHWEST OF HIGHWAY MILE POST 329, ON THE SOUTHERN
 CY0735'PACIFIC RAILROAD RIGHT-OF-WAY, 42.5 FEET SOUTHWEST OF THE SOUTHWEST
 CY0735'RAIL OF THE TRACKS, 60 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVEL
 CY0735'ROAD LEADING SOUTH, 27.5 FEET SOUTHEAST OF A NORTH CORNER FENCE POST
 CY0735'AND 1 FOOT NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE.
 CY0735'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0735'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0020 ***********************************************************************
 DU0020  DESIGNATION -  G 44
 DU0020  PID         -  DU0020
 DU0020  STATE/COUNTY-  AZ/GILA
 DU0020  USGS QUAD   -  SONTAG CREEK (1979)
 DU0020
 DU0020                         *CURRENT SURVEY CONTROL
 DU0020  ___________________________________________________________________
 DU0020* NAD 83(1986)-  33 37 07.     (N)    110 18 21.     (W)     SCALED    
 DU0020* NAVD 88     -      1794.766  (meters)    5888.33   (feet)  ADJUSTED  
 DU0020  ___________________________________________________________________
 DU0020  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DU0020  DYNAMIC HT  -        1792.115 (meters)    5879.63  (feet)  COMP
 DU0020  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 DU0020
 DU0020  VERT ORDER  -  FIRST     CLASS II
 DU0020
 DU0020.The horizontal coordinates were scaled from a topographic map and have
 DU0020.an estimated accuracy of +/- 6 seconds.
 DU0020
 DU0020.The orthometric height was determined by differential leveling
 DU0020.and adjusted in June 1991.
 DU0020
 DU0020.The geoid height was determined by GEOID03.
 DU0020
 DU0020.The dynamic height is computed by dividing the NAVD 88
 DU0020.geopotential number by the normal gravity value computed on the
 DU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0020.degrees latitude (g = 980.6199 gals.).
 DU0020
 DU0020.The modeled gravity was interpolated from observed gravity values.
 DU0020
 DU0020;                    North         East    Units  Estimated Accuracy
 DU0020;SPC AZ E     -   290,360.      200,450.      MT  (+/- 180 meters Scaled)
 DU0020
 DU0020                          SUPERSEDED SURVEY CONTROL
 DU0020
 DU0020  NGVD 29 (??/??/92) 1794.042  (m)         5885.95   (f) ADJ UNCH    1 2
 DU0020
 DU0020.Superseded values are not recommended for survey control.
 DU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0020.See file dsdata.txt to determine how the superseded data were derived.
 DU0020
 DU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC643200(NAD 83)
 DU0020_MARKER: DB = BENCH MARK DISK
 DU0020_SETTING: 66 = SET IN ROCK OUTCROP
 DU0020_SP_SET: ROCK LEDGE
 DU0020_STAMPING: G 44 1934
 DU0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0020+STABILITY: POSITION/ELEVATION WELL
 DU0020
 DU0020  HISTORY     - Date     Condition        Report By
 DU0020  HISTORY     - 1934     MONUMENTED       CGS
 DU0020  HISTORY     - 1935     GOOD             NGS
 DU0020
 DU0020                          STATION DESCRIPTION
 DU0020
 DU0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0020'33.7 MI SW FROM WHITERIVER.
 DU0020'IN GILA COUNTY, 33.7 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0020'WHITERIVER, NAVAJO COUNTY, 30.8 MILES NORTHEAST OF SAN CARLOS, GILA
 DU0020'COUNTY, 6.4 MILES NORTHEAST OF HILL TOP STATION, 0.5 MILE SOUTHWEST OF
 DU0020'A CATTLE GUARD, 70 YARDS SOUTHWEST OF A SMALL BRIDGE, 40 YARDS WEST OF
 DU0020'A LARGE WASH, 23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 DU0020'THE TOP OF A ROCK LEDGE, 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 DU0020'DISK, STAMPED G 44 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0010 ***********************************************************************
 ES0010  DESIGNATION -  G 45
 ES0010  PID         -  ES0010
 ES0010  STATE/COUNTY-  AZ/NAVAJO
 ES0010  USGS QUAD   -  FLATTOP HILL (1970)
 ES0010
 ES0010                         *CURRENT SURVEY CONTROL
 ES0010  ___________________________________________________________________
 ES0010* NAD 83(1986)-  34 42 11.     (N)    110 09 13.     (W)     SCALED    
 ES0010* NAVD 88     -      1690.591  (meters)    5546.55   (feet)  ADJUSTED  
 ES0010  ___________________________________________________________________
 ES0010  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0010  DYNAMIC HT  -        1688.205 (meters)    5538.72  (feet)  COMP
 ES0010  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 ES0010
 ES0010  VERT ORDER  -  FIRST     CLASS II
 ES0010
 ES0010.The horizontal coordinates were scaled from a topographic map and have
 ES0010.an estimated accuracy of +/- 6 seconds.
 ES0010
 ES0010.The orthometric height was determined by differential leveling
 ES0010.and adjusted in June 1991.
 ES0010
 ES0010.The geoid height was determined by GEOID03.
 ES0010
 ES0010.The dynamic height is computed by dividing the NAVD 88
 ES0010.geopotential number by the normal gravity value computed on the
 ES0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0010.degrees latitude (g = 980.6199 gals.).
 ES0010
 ES0010.The modeled gravity was interpolated from observed gravity values.
 ES0010
 ES0010;                    North         East    Units  Estimated Accuracy
 ES0010;SPC AZ E     -   410,640.      214,560.      MT  (+/- 180 meters Scaled)
 ES0010
 ES0010                          SUPERSEDED SURVEY CONTROL
 ES0010
 ES0010  NGVD 29 (??/??/92) 1689.737  (m)         5543.75   (f) ADJ UNCH    1 2
 ES0010
 ES0010.Superseded values are not recommended for survey control.
 ES0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0010.See file dsdata.txt to determine how the superseded data were derived.
 ES0010
 ES0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD775404(NAD 83)
 ES0010_MARKER: DB = BENCH MARK DISK
 ES0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0010_STAMPING: G - 45 1934
 ES0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0010+STABILITY: SURFACE MOTION
 ES0010
 ES0010  HISTORY     - Date     Condition        Report By
 ES0010  HISTORY     - 1934     MONUMENTED       CGS
 ES0010  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0010
 ES0010                          STATION DESCRIPTION
 ES0010
 ES0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0010'16.0 MI S FROM HOLBROOK.
 ES0010'16.0 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD 3 POLE SOUTH OF
 ES0010'WOODEN BRIDGE NO. 15A.  ACROSS TRACK FROM MILE POST NO. 16.  66 FT.
 ES0010'EAST OF CENTER LINE OF APACHE R.R. TRACKS.  CONCRETE POST 9 INCHES
 ES0010'ABOVE SURFACE OF GROUND.
 ES0010
 ES0010                          STATION RECOVERY (1983)
 ES0010
 ES0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0272 ***********************************************************************
 ER0272  DESIGNATION -  G 46
 ER0272  PID         -  ER0272
 ER0272  STATE/COUNTY-  AZ/NAVAJO
 ER0272  USGS QUAD   -  LAKESIDE (1984)
 ER0272
 ER0272                         *CURRENT SURVEY CONTROL
 ER0272  ___________________________________________________________________
 ER0272* NAD 83(1986)-  34 11 38.     (N)    109 53 24.     (W)     SCALED    
 ER0272* NAVD 88     -      2156.838  (meters)    7076.23   (feet)  ADJUSTED  
 ER0272  ___________________________________________________________________
 ER0272  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 ER0272  DYNAMIC HT  -        2153.524 (meters)    7065.35  (feet)  COMP
 ER0272  MODELED GRAV-     979,021.6   (mgal)                       NAVD 88
 ER0272
 ER0272  VERT ORDER  -  FIRST     CLASS II
 ER0272
 ER0272.The horizontal coordinates were scaled from a topographic map and have
 ER0272.an estimated accuracy of +/- 6 seconds.
 ER0272
 ER0272.The orthometric height was determined by differential leveling
 ER0272.and adjusted in June 1991.
 ER0272
 ER0272.The geoid height was determined by GEOID03.
 ER0272
 ER0272.The dynamic height is computed by dividing the NAVD 88
 ER0272.geopotential number by the normal gravity value computed on the
 ER0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0272.degrees latitude (g = 980.6199 gals.).
 ER0272
 ER0272.The modeled gravity was interpolated from observed gravity values.
 ER0272
 ER0272;                    North         East    Units  Estimated Accuracy
 ER0272;SPC AZ E     -   354,190.      238,860.      MT  (+/- 180 meters Scaled)
 ER0272
 ER0272                          SUPERSEDED SURVEY CONTROL
 ER0272
 ER0272  NGVD 29 (??/??/92) 2155.888  (m)         7073.11   (f) ADJ UNCH    1 2
 ER0272
 ER0272.Superseded values are not recommended for survey control.
 ER0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0272.See file dsdata.txt to determine how the superseded data were derived.
 ER0272
 ER0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC022842(NAD 83)
 ER0272_MARKER: DB = BENCH MARK DISK
 ER0272_SETTING: 66 = SET IN ROCK OUTCROP
 ER0272_SP_SET: OUTCROP
 ER0272_STAMPING: G 46 1934
 ER0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0272+STABILITY: POSITION/ELEVATION WELL
 ER0272
 ER0272  HISTORY     - Date     Condition        Report By
 ER0272  HISTORY     - 1934     MONUMENTED       CGS
 ER0272  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0272
 ER0272                          STATION DESCRIPTION
 ER0272
 ER0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0272'10.3 MI N FROM MCNARY.
 ER0272'10.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 0.4 MILE SOUTH
 ER0272'OF SPONSELLAR SIDING, 28 FT. SOUTH OF MILE POLE 62, 23 FT. WEST OF
 ER0272'CENTER LINE OF TRACK, 25 FT. EAST OF TELEGRAPH LINE, AND 10 FT. EAST
 ER0272'OF ROCK CAIRN, IN BASALT OUTCROP.
 ER0272
 ER0272                          STATION RECOVERY (1983)
 ER0272
 ER0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1213 ***********************************************************************
 DA1213  DESIGNATION -  G 469
 DA1213  PID         -  DA1213
 DA1213  STATE/COUNTY-  AZ/PIMA
 DA1213  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1213
 DA1213                         *CURRENT SURVEY CONTROL
 DA1213  ___________________________________________________________________
 DA1213* NAD 83(1986)-  32 29 04.     (N)    112 52 45.     (W)     SCALED    
 DA1213* NAVD 88     -       411.496  (meters)    1350.05   (feet)  ADJUSTED  
 DA1213  ___________________________________________________________________
 DA1213  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA1213  DYNAMIC HT  -         410.984 (meters)    1348.37  (feet)  COMP
 DA1213  MODELED GRAV-     979,381.8   (mgal)                       NAVD 88
 DA1213
 DA1213  VERT ORDER  -  FIRST     CLASS II
 DA1213
 DA1213.The horizontal coordinates were scaled from a topographic map and have
 DA1213.an estimated accuracy of +/- 6 seconds.
 DA1213
 DA1213.The orthometric height was determined by differential leveling
 DA1213.and adjusted in June 1991.
 DA1213
 DA1213.The geoid height was determined by GEOID03.
 DA1213
 DA1213.The dynamic height is computed by dividing the NAVD 88
 DA1213.geopotential number by the normal gravity value computed on the
 DA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1213.degrees latitude (g = 980.6199 gals.).
 DA1213
 DA1213.The modeled gravity was interpolated from observed gravity values.
 DA1213
 DA1213;                    North         East    Units  Estimated Accuracy
 DA1213;SPC AZ C     -   164,990.      122,900.      MT  (+/- 180 meters Scaled)
 DA1213
 DA1213                          SUPERSEDED SURVEY CONTROL
 DA1213
 DA1213.No superseded survey control is available for this station.
 DA1213
 DA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA234956(NAD 83)
 DA1213_MARKER: I = METAL ROD
 DA1213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1213_SP_SET: STAINLESS STEEL ROD
 DA1213_STAMPING: G 469 1980
 DA1213_MARK LOGO: NGS   
 DA1213_PROJECTION: FLUSH
 DA1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1213+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1213_ROD/PIPE-DEPTH: 8.5  meters
 DA1213
 DA1213  HISTORY     - Date     Condition        Report By
 DA1213  HISTORY     - 1980     MONUMENTED       NGS
 DA1213  HISTORY     - 19990120 GOOD             USPSQD
 DA1213  HISTORY     - 20060220 GOOD             USPSQD
 DA1213  HISTORY     - 20070603 GOOD             GEOCAC
 DA1213
 DA1213                          STATION DESCRIPTION
 DA1213
 DA1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1213'14.25 KM (8.85 MI) NE FROM AJO.
 DA1213'14.85 KM (8.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1213'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, THENCE 0.3 KM
 DA1213'(0.2 MI) WEST ACROSS COUNTRY TO STATE HIGHWAY 85, AT HIGHWAY MILEPOST
 DA1213'34, SET IN LINE WITH A ROW OF POWER LINE POLES, 29.6 METERS (97.0 FT)
 DA1213'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 METERS (6.5 FT) NORTH OF
 DA1213'POWER POLE NUMBER 36-1, 1.4 METERS (4.5 FT) WEST OF THE EAST HIGHWAY
 DA1213'RIGHT-OF-WAY FENCE.
 DA1213'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DA1213'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1213
 DA1213                          STATION RECOVERY (1999)
 DA1213
 DA1213'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1213'RECOVERED IN GOOD CONDITION.
 DA1213
 DA1213                          STATION RECOVERY (2006)
 DA1213
 DA1213'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1213'RECOVERED AS DESCRIBED.
 DA1213
 DA1213                          STATION RECOVERY (2007)
 DA1213
 DA1213'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0232 ***********************************************************************
 ER0232  DESIGNATION -  G 47
 ER0232  PID         -  ER0232
 ER0232  STATE/COUNTY-  AZ/APACHE
 ER0232  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0232
 ER0232                         *CURRENT SURVEY CONTROL
 ER0232  ___________________________________________________________________
 ER0232* NAD 83(1986)-  34 19 29.     (N)    109 24 30.     (W)     SCALED    
 ER0232* NAVD 88     -      1942.334  (meters)    6372.47   (feet)  ADJUSTED  
 ER0232  ___________________________________________________________________
 ER0232  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ER0232  DYNAMIC HT  -        1939.449 (meters)    6363.01  (feet)  COMP
 ER0232  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 ER0232
 ER0232  VERT ORDER  -  SECOND    CLASS 0
 ER0232
 ER0232.The horizontal coordinates were scaled from a topographic map and have
 ER0232.an estimated accuracy of +/- 6 seconds.
 ER0232
 ER0232.The orthometric height was determined by differential leveling
 ER0232.and adjusted in June 1991.
 ER0232
 ER0232.The geoid height was determined by GEOID03.
 ER0232
 ER0232.The dynamic height is computed by dividing the NAVD 88
 ER0232.geopotential number by the normal gravity value computed on the
 ER0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0232.degrees latitude (g = 980.6199 gals.).
 ER0232
 ER0232.The modeled gravity was interpolated from observed gravity values.
 ER0232
 ER0232;                    North         East    Units  Estimated Accuracy
 ER0232;SPC AZ E     -   368,930.      283,150.      MT  (+/- 180 meters Scaled)
 ER0232
 ER0232                          SUPERSEDED SURVEY CONTROL
 ER0232
 ER0232  NGVD 29 (??/??/92) 1941.452  (m)         6369.58   (f) ADJ UNCH    2 0
 ER0232
 ER0232.Superseded values are not recommended for survey control.
 ER0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0232.See file dsdata.txt to determine how the superseded data were derived.
 ER0232
 ER0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC464993(NAD 83)
 ER0232_MARKER: DB = BENCH MARK DISK
 ER0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0232_STAMPING: G 47 1934
 ER0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0232+STABILITY: SURFACE MOTION
 ER0232
 ER0232  HISTORY     - Date     Condition        Report By
 ER0232  HISTORY     - 1934     MONUMENTED       CGS
 ER0232  HISTORY     - 1971     GOOD             USGS
 ER0232
 ER0232                          STATION DESCRIPTION
 ER0232
 ER0232'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0232'16 MI NNW FROM SPRINGERVILLE.
 ER0232'SPRINGERVILLE P.O. 4.8 MI. NW OF ALONG US HWY 60, THENCE 11.2 MI NNW
 ER0232'FROM ALONG OLD U.S. HWY 260, 195 FT S OF GATE TO PASTURE, 48 FT W OF
 ER0232'CENTER LINE OF RD., 2 FT E OF FENCE AND 1.2 FT LOWER THAN RD., ON A
 ER0232'CONC POST PROJECTING 0.8 FT ABOVE GRD., A USC AND GS DISC STAMPED G47
 ER0232'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1196 ***********************************************************************
 DA1196  DESIGNATION -  G 470
 DA1196  PID         -  DA1196
 DA1196  STATE/COUNTY-  AZ/YUMA
 DA1196  USGS QUAD   -  TACNA (1982)
 DA1196
 DA1196                         *CURRENT SURVEY CONTROL
 DA1196  ___________________________________________________________________
 DA1196* NAD 83(1986)-  32 42 18.     (N)    113 53 58.     (W)     SCALED    
 DA1196* NAVD 88     -       101.183  (meters)     331.96   (feet)  ADJUSTED  
 DA1196  ___________________________________________________________________
 DA1196  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA1196  DYNAMIC HT  -         101.066 (meters)     331.58  (feet)  COMP
 DA1196  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DA1196
 DA1196  VERT ORDER  -  FIRST     CLASS II
 DA1196
 DA1196.The horizontal coordinates were scaled from a topographic map and have
 DA1196.an estimated accuracy of +/- 6 seconds.
 DA1196
 DA1196.The orthometric height was determined by differential leveling
 DA1196.and adjusted in June 1991.
 DA1196
 DA1196.The geoid height was determined by GEOID03.
 DA1196
 DA1196.The dynamic height is computed by dividing the NAVD 88
 DA1196.geopotential number by the normal gravity value computed on the
 DA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1196.degrees latitude (g = 980.6199 gals.).
 DA1196
 DA1196.The modeled gravity was interpolated from observed gravity values.
 DA1196
 DA1196;                    North         East    Units  Estimated Accuracy
 DA1196;SPC AZ W     -   189,060.      199,350.      MT  (+/- 180 meters Scaled)
 DA1196
 DA1196                          SUPERSEDED SURVEY CONTROL
 DA1196
 DA1196.No superseded survey control is available for this station.
 DA1196
 DA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB282223(NAD 83)
 DA1196_MARKER: I = METAL ROD
 DA1196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1196_SP_SET: STAINLESS STEEL ROD
 DA1196_STAMPING: G 470 1981
 DA1196_MARK LOGO: NGS   
 DA1196_PROJECTION: FLUSH
 DA1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1196_ROD/PIPE-DEPTH: 6.1  meters
 DA1196
 DA1196  HISTORY     - Date     Condition        Report By
 DA1196  HISTORY     - 1981     MONUMENTED       NGS
 DA1196  HISTORY     - 20090206 GOOD             GEOCAC
 DA1196
 DA1196                          STATION DESCRIPTION
 DA1196
 DA1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1196'5.1 KM (3.2 MI) NE FROM TACNA.
 DA1196'5.1 KM (3.2 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1196'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST OF THE RIO FARMS INC. COOLING
 DA1196'PLANT, AT SOUTHERN PACIFIC RAILROAD MILEPOLE 784, 63.1 M (207 FT)
 DA1196'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.4 M (31.0 FT) NORTHWEST
 DA1196'OF THE NORTHWEST RAIL OF THE TRACKS, 2.9 M (9.5 FT) SOUTHEAST OF THE
 DA1196'CENTERLINE OF A DIRT RAILROAD SERVICE ROAD, 1.2 M (4.0 FT) SOUTHWEST
 DA1196'OF THE MILEPOLE.
 DA1196'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1196'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1196
 DA1196                          STATION RECOVERY (2009)
 DA1196
 DA1196'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1196'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1196' 
 DA1196'OF N 32 42' 17.2 W 113 54' 02.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0131 ***********************************************************************
 CH0131  DESIGNATION -  G 471
 CH0131  PID         -  CH0131
 CH0131  STATE/COUNTY-  AZ/PIMA
 CH0131  USGS QUAD   -  LUKEVILLE (1988)
 CH0131
 CH0131                         *CURRENT SURVEY CONTROL
 CH0131  ___________________________________________________________________
 CH0131* NAD 83(1986)-  31 52 51.     (N)    112 49 02.     (W)     SCALED    
 CH0131* NAVD 88     -       425.402  (meters)    1395.67   (feet)  ADJUSTED  
 CH0131  ___________________________________________________________________
 CH0131  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CH0131  DYNAMIC HT  -         424.848 (meters)    1393.86  (feet)  COMP
 CH0131  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CH0131
 CH0131  VERT ORDER  -  FIRST     CLASS II
 CH0131
 CH0131.The horizontal coordinates were scaled from a topographic map and have
 CH0131.an estimated accuracy of +/- 6 seconds.
 CH0131
 CH0131.The orthometric height was determined by differential leveling
 CH0131.and adjusted in June 1991.
 CH0131
 CH0131.The geoid height was determined by GEOID03.
 CH0131
 CH0131.The dynamic height is computed by dividing the NAVD 88
 CH0131.geopotential number by the normal gravity value computed on the
 CH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0131.degrees latitude (g = 980.6199 gals.).
 CH0131
 CH0131.The modeled gravity was interpolated from observed gravity values.
 CH0131
 CH0131;                    North         East    Units  Estimated Accuracy
 CH0131;SPC AZ C     -    98,010.      128,160.      MT  (+/- 180 meters Scaled)
 CH0131
 CH0131                          SUPERSEDED SURVEY CONTROL
 CH0131
 CH0131.No superseded survey control is available for this station.
 CH0131
 CH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA281286(NAD 83)
 CH0131_MARKER: DB = BENCH MARK DISK
 CH0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0131_SP_SET: WELL CASING
 CH0131_STAMPING: G 471 1981
 CH0131_MARK LOGO: NGS   
 CH0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0131+STABILITY: POSITION/ELEVATION WELL
 CH0131
 CH0131  HISTORY     - Date     Condition        Report By
 CH0131  HISTORY     - 1981     MONUMENTED       NGS
 CH0131
 CH0131                          STATION DESCRIPTION
 CH0131
 CH0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0131'IN LUKEVILLE.
 CH0131'IN LUKEVILLE, 0.2 KM (0.1 MI) NORTHEAST OF THE U.S.-MEXICO BORDER,
 CH0131'0.2 KM (0.1 MI) NORTHWEST OF THE U.S. CUSTOMS BUILDING, SET IN TOP OF
 CH0131'THE NORTHEAST SIDE OF THE CONCRETE CASING AROUND THE CITY WELL,
 CH0131'100.3 M (329 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 85,
 CH0131'2.3 M (7.5 FT) SOUTHEAST OF THE NORTHWEST EDGE OF A WATER TANK, 1.1 M
 CH0131'(3.5 FT) NORTHWEST OF A CHAIN LINK FENCE AROUND THE WELL AND WATER
 CH0131'TANKS. NOTE-THE WELL DEPTH IS 200 FT.
 CH0131'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0726 ***********************************************************************
 EU0726  DESIGNATION -  G 472
 EU0726  PID         -  EU0726
 EU0726  STATE/COUNTY-  AZ/MOHAVE
 EU0726  USGS QUAD   -  YUCCA (1970)
 EU0726
 EU0726                         *CURRENT SURVEY CONTROL
 EU0726  ___________________________________________________________________
 EU0726* NAD 83(1986)-  34 51 52.     (N)    114 08 49.     (W)     SCALED    
 EU0726* NAVD 88     -       562.775  (meters)    1846.37   (feet)  ADJUSTED  
 EU0726  ___________________________________________________________________
 EU0726  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EU0726  DYNAMIC HT  -         562.147 (meters)    1844.31  (feet)  COMP
 EU0726  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 EU0726
 EU0726  VERT ORDER  -  FIRST     CLASS II
 EU0726
 EU0726.The horizontal coordinates were scaled from a topographic map and have
 EU0726.an estimated accuracy of +/- 6 seconds.
 EU0726
 EU0726.The orthometric height was determined by differential leveling
 EU0726.and adjusted in June 1991.
 EU0726
 EU0726.The geoid height was determined by GEOID03.
 EU0726
 EU0726.The dynamic height is computed by dividing the NAVD 88
 EU0726.geopotential number by the normal gravity value computed on the
 EU0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0726.degrees latitude (g = 980.6199 gals.).
 EU0726
 EU0726.The modeled gravity was interpolated from observed gravity values.
 EU0726
 EU0726;                    North         East    Units  Estimated Accuracy
 EU0726;SPC AZ W     -   428,620.      177,070.      MT  (+/- 180 meters Scaled)
 EU0726
 EU0726                          SUPERSEDED SURVEY CONTROL
 EU0726
 EU0726.No superseded survey control is available for this station.
 EU0726
 EU0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU608617(NAD 83)
 EU0726_MARKER: DB = BENCH MARK DISK
 EU0726_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0726_SP_SET: ABUTMENT
 EU0726_STAMPING: G 472 1981
 EU0726_MARK LOGO: NGS   
 EU0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0726+STABILITY: POSITION/ELEVATION WELL
 EU0726
 EU0726  HISTORY     - Date     Condition        Report By
 EU0726  HISTORY     - 1981     MONUMENTED       NGS
 EU0726  HISTORY     - 1981     GOOD             NGS
 EU0726
 EU0726                          STATION DESCRIPTION
 EU0726
 EU0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0726'IN YUCCA.
 EU0726'IN YUCCA, SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE
 EU0726'ALAMO ROAD BRIDGE OVER INTERSTATE HIGHWAY 40 (EXIT 25), 4.3 METERS
 EU0726'(14.0 FT) SOUTH OF THE CENTERLINE OF ALAMO ROAD, 2.9 METERS (9.5 FT)
 EU0726'WEST OF THE EAST END OF THE BRIDGE.
 EU0726'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 EU0726
 EU0726                          STATION RECOVERY (1981)
 EU0726
 EU0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1306 ***********************************************************************
 DU1306  DESIGNATION -  G 473
 DU1306  PID         -  DU1306
 DU1306  STATE/COUNTY-  AZ/MARICOPA
 DU1306  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1306
 DU1306                         *CURRENT SURVEY CONTROL
 DU1306  ___________________________________________________________________
 DU1306* NAD 83(1986)-  33 32 00.     (N)    111 21 38.     (W)     SCALED    
 DU1306* NAVD 88     -       668.502  (meters)    2193.24   (feet)  ADJUSTED  
 DU1306  ___________________________________________________________________
 DU1306  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DU1306  DYNAMIC HT  -         667.636 (meters)    2190.40  (feet)  COMP
 DU1306  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 DU1306
 DU1306  VERT ORDER  -  FIRST     CLASS II
 DU1306
 DU1306.The horizontal coordinates were scaled from a topographic map and have
 DU1306.an estimated accuracy of +/- 6 seconds.
 DU1306
 DU1306.The orthometric height was determined by differential leveling
 DU1306.and adjusted in June 1991.
 DU1306
 DU1306.The geoid height was determined by GEOID03.
 DU1306
 DU1306.The dynamic height is computed by dividing the NAVD 88
 DU1306.geopotential number by the normal gravity value computed on the
 DU1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1306.degrees latitude (g = 980.6199 gals.).
 DU1306
 DU1306.The modeled gravity was interpolated from observed gravity values.
 DU1306
 DU1306;                    North         East    Units  Estimated Accuracy
 DU1306;SPC AZ C     -   281,040.      265,010.      MT  (+/- 180 meters Scaled)
 DU1306
 DU1306                          SUPERSEDED SURVEY CONTROL
 DU1306
 DU1306.No superseded survey control is available for this station.
 DU1306
 DU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC665104(NAD 83)
 DU1306_MARKER: DB = BENCH MARK DISK
 DU1306_SETTING: 66 = SET IN ROCK OUTCROP
 DU1306_SP_SET: ROCK OUTCROP
 DU1306_STAMPING: G 473 1980
 DU1306_MARK LOGO: NGS   
 DU1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1306+STABILITY: POSITION/ELEVATION WELL
 DU1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1306+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1306
 DU1306  HISTORY     - Date     Condition        Report By
 DU1306  HISTORY     - 1980     MONUMENTED       NGS
 DU1306  HISTORY     - 20070512 GOOD             GEOCAC
 DU1306  HISTORY     - 20081008 GOOD             GEOCAC
 DU1306
 DU1306                          STATION DESCRIPTION
 DU1306
 DU1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1306'3.7 KM (2.3 MI) NE FROM TORTILLA FLAT.
 DU1306'3.7 KM (2.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1306'AT TORTILLA FLAT, 0.7 KM (0.45 MI) WEST OF HIGHWAY MILEPOST 216,
 DU1306'IN TOP OF A CONGLOMERATE OUTCROP AT THE EAST END OF A SHORT BEDROCK
 DU1306'HIGHWAY CUT ON THE NORTH HIGHWAY RIGHT-OF-WAY, 10.9 METERS (36.0 FT)
 DU1306'NORTH OF THE CENTERLINE OF THE HIGHWAY, 35.9 METERS (118 FT) WEST
 DU1306'OF THE WEST END OF A STEEL GUARDRAIL.
 DU1306'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 DU1306'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DU1306
 DU1306                          STATION RECOVERY (2007)
 DU1306
 DU1306'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1306'RECOVERED IN GOOD CONDITION.
 DU1306
 DU1306                          STATION RECOVERY (2008)
 DU1306
 DU1306'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1306'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU1306'33 31.998' W 111
 DU1306'21.608'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1317 ***********************************************************************
 DU1317  DESIGNATION -  G 474
 DU1317  PID         -  DU1317
 DU1317  STATE/COUNTY-  AZ/PINAL
 DU1317  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1317
 DU1317                         *CURRENT SURVEY CONTROL
 DU1317  ___________________________________________________________________
 DU1317* NAD 83(2007)-  33 24 34.30852(N)    111 32 00.12640(W)     ADJUSTED  
 DU1317* NAVD 88     -       532.801  (meters)    1748.03   (feet)  ADJUSTED  
 DU1317  ___________________________________________________________________
 DU1317  EPOCH DATE  -        2007.00
 DU1317  X           -  -1,956,347.253 (meters)                     COMP
 DU1317  Y           -  -4,958,007.161 (meters)                     COMP
 DU1317  Z           -   3,492,239.740 (meters)                     COMP
 DU1317  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DU1317  ELLIP HEIGHT-         503.498 (meters)          (02/10/07) ADJUSTED
 DU1317  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1317  DYNAMIC HT  -         532.150 (meters)    1745.90  (feet)  COMP
 DU1317
 DU1317  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1317  Type    PID    Designation                      North   East  Ellip
 DU1317  -------------------------------------------------------------------
 DU1317  NETWORK DU1317 G 474                             0.33   0.29   0.88
 DU1317  -------------------------------------------------------------------
 DU1317  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 DU1317
 DU1317  VERT ORDER  -  FIRST     CLASS II
 DU1317
 DU1317.The horizontal coordinates were established by GPS observations
 DU1317.and adjusted by the National Geodetic Survey in February 2007.
 DU1317
 DU1317.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1317.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1317.The horizontal coordinates are valid at the epoch date displayed above.
 DU1317.The epoch date for horizontal control is a decimal equivalence
 DU1317.of Year/Month/Day.
 DU1317
 DU1317.The orthometric height was determined by differential leveling
 DU1317.and adjusted in June 1991.
 DU1317
 DU1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1317
 DU1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1317
 DU1317.The ellipsoidal height was determined by GPS observations
 DU1317.and is referenced to NAD 83.
 DU1317
 DU1317.The geoid height was determined by GEOID03.
 DU1317
 DU1317.The dynamic height is computed by dividing the NAVD 88
 DU1317.geopotential number by the normal gravity value computed on the
 DU1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1317.degrees latitude (g = 980.6199 gals.).
 DU1317
 DU1317.The modeled gravity was interpolated from observed gravity values.
 DU1317
 DU1317;                    North         East     Units Scale Factor Converg.
 DU1317;SPC AZ C     -   267,232.875   249,010.592   MT  0.99991566   +0 12 39.8
 DU1317;SPC AZ C     -   876,748.28    816,963.88   iFT  0.99991566   +0 12 39.8
 DU1317;UTM  12      - 3,696,816.094   450,406.114   MT  0.99963032   -0 17 37.3
 DU1317
 DU1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1317!SPC AZ C     -   0.99992096  x   0.99991566  =   0.99983663
 DU1317!UTM  12      -   0.99992096  x   0.99963032  =   0.99955131
 DU1317
 DU1317                          SUPERSEDED SURVEY CONTROL
 DU1317
 DU1317  ELLIP H (01/27/00)  503.523  (m)                       GP(       ) 1 1
 DU1317  NAD 83(1986)-  33 24 34.30078(N)    111 32 00.12903(W) AD(       ) B
 DU1317  NAD 83(1992)-  33 24 34.30786(N)    111 32 00.12518(W) AD(       ) B
 DU1317  ELLIP H (09/30/92)  503.603  (m)                       GP(       ) 2 1
 DU1317  NAVD 88 (09/30/92)  532.80   (m)         1748.0    (f) LEVELING    3  
 DU1317
 DU1317.Superseded values are not recommended for survey control.
 DU1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1317.See file dsdata.txt to determine how the superseded data were derived.
 DU1317
 DU1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5040696816(NAD 83)
 DU1317_MARKER: DU = BOUNDARY MARKER
 DU1317_SETTING: 66 = SET IN ROCK OUTCROP
 DU1317_SP_SET: ROCK OUTCROP
 DU1317_STAMPING: G 474 1981
 DU1317_MARK LOGO: NGS   
 DU1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1317+STABILITY: POSITION/ELEVATION WELL
 DU1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1317+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 DU1317
 DU1317  HISTORY     - Date     Condition        Report By
 DU1317  HISTORY     - 1981     MONUMENTED       NGS
 DU1317  HISTORY     - 1984     GOOD             AZDT
 DU1317  HISTORY     - 19920420 GOOD             NGS
 DU1317  HISTORY     - 19980929 GOOD             AZ-013
 DU1317  HISTORY     - 19991120 GOOD             USPSQD
 DU1317  HISTORY     - 20000330 GOOD             MCDOT
 DU1317  HISTORY     - 20011212 GOOD             INDIV
 DU1317  HISTORY     - 20020319 GOOD             NGS
 DU1317  HISTORY     - 20060625 GOOD             GEOCAC
 DU1317
 DU1317                          STATION DESCRIPTION
 DU1317
 DU1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1317'1.9 KM (1.2 MI.) SE FROM APACHE JUNCTION.
 DU1317'THE MARK IS 2 M BELOW THE BASE OF THE CROSS.
 DU1317'1.4 KILOMETERS (0.9 MILE) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 DU1317'JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 0.3 KILOMETER
 DU1317'(0.2 MILE) EAST ALONG BROADWAY STREET TO THE UNITED PRESBYTERIAN
 DU1317'CHURCH, THENCE 0.2 KILOMETER (0.1 MILE) NORTH THROUGH THE CHURCH
 DU1317'PARKING LOT TO THE OUTCROP KNOLL, IN THE TOP OF A
 DU1317'ROCK OUTCROP AT THE BASE OF THE SOUTH SIDE OF THE KNOLL, 32.0
 DU1317'METER (104.5 FEET) WEST OF THE 25-FT. WOODEN CROSS ON THE EAST SIDE
 DU1317'OF THE KNOLL, 30.2 METERS (99.0 FEET) NORTHWEST OF THE FIRST POWER
 DU1317'POLE SOUTH OF THE KNOLL, 27.3 METER (89.6 FEET) SOUTHWEST OF THE POWER
 DU1317'POLE ON TOP OF THE KNOLL, 30.5 METERS (100.0 FEET) WEST OF THE AZDT
 DU1317'BM 1262 AB AND 1.0 METER (3.3 FEET) EAST OF THE EXTENTION OF THE EAST
 DU1317'WALL OF THE CHURCH.
 DU1317'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DU1317
 DU1317                          STATION RECOVERY (1984)
 DU1317
 DU1317'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1317'RECOVERED IN GOOD CONDITION.
 DU1317
 DU1317                          STATION RECOVERY (1992)
 DU1317
 DU1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1317'THE STATION IS LOCATED ON THE EAST SIDE OF APACHE JUNCTION, ON THE
 DU1317'SOUTH SIDE OF A LOW ROCKY HILL, ON THE NORTH SIDE OF THE PAVED
 DU1317'PARKING LOT OF THE JOHN CALVIN PRESBYTERIAN CHURCH, 0.2 KM (0.1 MI)
 DU1317'NORTH OF BROADWAY AVENUE.  OWNERSHIP--UNKNOWN.
 DU1317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 89 AND
 DU1317'STATE HIGHWAY 88 NORTH IN APACHE JUNCTION, GO SOUTHEAST ON HIGHWAYS
 DU1317'60 AND 89 FOR 1.39 KM (0.86 MI) TO A CROSSROAD (ROYAL PALM ROAD ON
 DU1317'THE RIGHT).  TURN LEFT, EAST, ON BROADWAY AVENUE FOR 0.40 KM
 DU1317'(0.25 MI) TO THE EAST ENTRANCE TO THE JOHN CALVIN CHURCH PARKING LOT
 DU1317'ON THE LEFT.  TURN LEFT, NORTH, INTO PARKING LOT FOR 0.17 KM
 DU1317'(0.11 MI) TO END OF PAVEMENT.  CONTINUE AHEAD UPHILL ON A ROCKY TRACK
 DU1317'ROAD UNDER THE POWER LINE FOR 30 M (98.4 FT) TO THE STATION ON THE
 DU1317'LEFT, ABOUT 14 M (45.9 FT) WEST.
 DU1317'THE STATION IS SET IN A DRILL HOLE IN A 0.8 M (2.6 FT) X 1.8 M
 DU1317'(5.9 FT) FLUSH OUTCROP.  LOCATED 31.9 M (104.7 FT) NORTH OF THE EDGE
 DU1317'OF THE LOT PAVEMENT, 30.2 M (99.1 FT) NORTHWEST OF A POWERLINE POLE,
 DU1317'14.2 M (46.6 FT) WEST OF THE LANE CENTER, 8.2 M (26.9 FT) NORTHEAST
 DU1317'OF A LONE SAGUARO CACTUS, 7.9 M (25.9 FT) SOUTHEAST OF AND 2 M
 DU1317'(6.6 FT) LOWER THAN P+M BM 1262 AC 1973 ADOT, 1 M (3.3 FT) EAST OF
 DU1317'THE EXTENDED EAST WALL OF THE CHURCH AND 0.6 M (2.0 FT) WEST OF A
 DU1317'SHORT METAL WITNESS POST.
 DU1317
 DU1317                          STATION RECOVERY (1998)
 DU1317
 DU1317'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU1317'RECOVERED AS DESCRIBED.
 DU1317
 DU1317                          STATION RECOVERY (1999)
 DU1317
 DU1317'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1317'RECOVERED IN GOOD CONDITION.
 DU1317
 DU1317                          STATION RECOVERY (2000)
 DU1317
 DU1317'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 DU1317'RECOVERED AS DESCRIBED.
 DU1317
 DU1317                          STATION RECOVERY (2001)
 DU1317
 DU1317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 DU1317'RECOVERED AS DESCRIBED
 DU1317
 DU1317                          STATION RECOVERY (2002)
 DU1317
 DU1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DHM)
 DU1317'ALL PERSONS UTILIZING THIS MARK ARE ASKED TO PARK THEIR VEHICLES IN
 DU1317'THE JOHN CALVIN PRESBYTERIAN CHURCH PARKING LOT AND PROCEED TO THE
 DU1317'STATION ON FOOT TO MINIMIZE DUST.  THE CHURCH WILL CONTINUE TO ALLOW
 DU1317'ACCESS TO THEIR LOT AND THE SURVEY STATION IF SURVEYORS ABIDE BY THIS
 DU1317'REQUEST.  NOTE - THE STATION WAS NOT RECOVERED ON THIS DATE.
 DU1317
 DU1317                          STATION RECOVERY (2006)
 DU1317
 DU1317'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1317'THE WITNESS POST WAS MISSING, ONLY THE BASE OF THE POST REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1270 ***********************************************************************
 DV1270  DESIGNATION -  G 475
 DV1270  PID         -  DV1270
 DV1270  STATE/COUNTY-  AZ/MARICOPA
 DV1270  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1270
 DV1270                         *CURRENT SURVEY CONTROL
 DV1270  ___________________________________________________________________
 DV1270* NAD 83(1986)-  33 40 55.     (N)    112 13 14.     (W)     SCALED    
 DV1270* NAVD 88     -       391.751  (meters)    1285.27   (feet)  ADJUSTED  
 DV1270  ___________________________________________________________________
 DV1270  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV1270  DYNAMIC HT  -         391.297 (meters)    1283.78  (feet)  COMP
 DV1270  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1270
 DV1270  VERT ORDER  -  FIRST     CLASS II
 DV1270
 DV1270.The horizontal coordinates were scaled from a topographic map and have
 DV1270.an estimated accuracy of +/- 6 seconds.
 DV1270
 DV1270.The orthometric height was determined by differential leveling
 DV1270.and adjusted in June 1991.
 DV1270
 DV1270.The geoid height was determined by GEOID03.
 DV1270
 DV1270.The dynamic height is computed by dividing the NAVD 88
 DV1270.geopotential number by the normal gravity value computed on the
 DV1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1270.degrees latitude (g = 980.6199 gals.).
 DV1270
 DV1270.The modeled gravity was interpolated from observed gravity values.
 DV1270
 DV1270;                    North         East    Units  Estimated Accuracy
 DV1270;SPC AZ C     -   297,420.      185,180.      MT  (+/- 180 meters Scaled)
 DV1270
 DV1270                          SUPERSEDED SURVEY CONTROL
 DV1270
 DV1270.No superseded survey control is available for this station.
 DV1270
 DV1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC868275(NAD 83)
 DV1270_MARKER: I = METAL ROD
 DV1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1270_SP_SET: STAINLESS STEEL ROD
 DV1270_STAMPING: G 475 1981
 DV1270_MARK LOGO: NGS   
 DV1270_PROJECTION: FLUSH
 DV1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1270_ROD/PIPE-DEPTH: 2.7  meters
 DV1270
 DV1270  HISTORY     - Date     Condition        Report By
 DV1270  HISTORY     - 1981     MONUMENTED       NGS
 DV1270  HISTORY     - 19990107 MARK NOT FOUND   USPSQD
 DV1270  HISTORY     - 20000109 GOOD             USPSQD
 DV1270  HISTORY     - 20060808 GOOD             GEOCAC
 DV1270
 DV1270                          STATION DESCRIPTION
 DV1270
 DV1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1270'33.0 KM (20.5 MI) NW FROM PHOENIX.
 DV1270'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1270'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1270'ALONG BEARDSLEY ROAD, THENCE 1.6 KM (1.0 MI) NORTH ALONG 67TH AVENUE,
 DV1270'THENCE 1.6 KM (1.0 MI) WEST ALONG DEER VALLEY DRIVE, AT THE NORTHWEST
 DV1270'CORNER OF THE INTERSECTION OF 75TH AVENUE, 13.5 METERS (44.3 FT)
 DV1270'NORTH OF THE EXTENDED CENTERLINE OF THE DRIVE, 9 METERS (29.5 FT)
 DV1270'WEST OF THE CENTERLINE OF THE AVENUE, 5.1 METERS (16.5 FT) NORTH OF A
 DV1270'POWER LINE POLE, 1.6 METERS (5.2 FT) SOUTHWEST OF A POWER LINE POLE
 DV1270'GUY WIRE ANCHOR, 0.7 METER (2.3 FT) EAST OF A FENCE, THE ROD WAS
 DV1270'DRIVEN TO REFUSAL AT A DEPTH OF 9 FEET.
 DV1270'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 DV1270'THE MARK IS 0.3 M ABOVE THE AVENUE.
 DV1270
 DV1270                          STATION RECOVERY (1999)
 DV1270
 DV1270'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1270'MARK NOT FOUND.
 DV1270
 DV1270                          STATION RECOVERY (2000)
 DV1270
 DV1270'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1270'RECOVERED IN GOOD CONDITION.
 DV1270
 DV1270                          STATION RECOVERY (2006)
 DV1270
 DV1270'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1245 ***********************************************************************
 DV1245  DESIGNATION -  G 476
 DV1245  PID         -  DV1245
 DV1245  STATE/COUNTY-  AZ/MARICOPA
 DV1245  USGS QUAD   -  COTTON CENTER (1973)
 DV1245
 DV1245                         *CURRENT SURVEY CONTROL
 DV1245  ___________________________________________________________________
 DV1245* NAD 83(2007)-  33 00 18.23617(N)    112 39 51.29300(W)     ADJUSTED  
 DV1245* NAVD 88     -       225.573  (meters)     740.07   (feet)  ADJUSTED  
 DV1245  ___________________________________________________________________
 DV1245  EPOCH DATE  -        2007.00
 DV1245  X           -  -2,063,186.318 (meters)                     COMP
 DV1245  Y           -  -4,940,863.317 (meters)                     COMP
 DV1245  Z           -   3,454,535.616 (meters)                     COMP
 DV1245  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DV1245  ELLIP HEIGHT-         194.277 (meters)          (09/24/08) ADJUSTED
 DV1245  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1245  DYNAMIC HT  -         225.307 (meters)     739.19  (feet)  COMP
 DV1245  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 DV1245
 DV1245  HORZ ORDER  -  A
 DV1245  VERT ORDER  -  FIRST     CLASS II
 DV1245  ELLP ORDER  -  SECOND    CLASS I
 DV1245
 DV1245.The horizontal coordinates were established by GPS observations
 DV1245.and adjusted by the National Geodetic Survey in September 2008.
 DV1245
 DV1245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1245.The horizontal coordinates are valid at the epoch date displayed above.
 DV1245.The epoch date for horizontal control is a decimal equivalence
 DV1245.of Year/Month/Day.
 DV1245
 DV1245.The orthometric height was determined by differential leveling
 DV1245.and adjusted in June 1991.
 DV1245
 DV1245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1245
 DV1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1245
 DV1245.The ellipsoidal height was determined by GPS observations
 DV1245.and is referenced to NAD 83.
 DV1245
 DV1245.The geoid height was determined by GEOID03.
 DV1245
 DV1245.The dynamic height is computed by dividing the NAVD 88
 DV1245.geopotential number by the normal gravity value computed on the
 DV1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1245.degrees latitude (g = 980.6199 gals.).
 DV1245
 DV1245.The modeled gravity was interpolated from observed gravity values.
 DV1245
 DV1245;                    North         East     Units Scale Factor Converg.
 DV1245;SPC AZ C     -   222,561.528   143,506.282   MT  0.99996014   -0 24 26.0
 DV1245;SPC AZ C     -   730,188.74    470,821.14   iFT  0.99996014   -0 24 26.0
 DV1245;UTM  12      - 3,653,078.634   344,532.806   MT  0.99989802   -0 54 24.2
 DV1245
 DV1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1245!SPC AZ C     -   0.99996950  x   0.99996014  =   0.99992964
 DV1245!UTM  12      -   0.99996950  x   0.99989802  =   0.99986752
 DV1245
 DV1245                          SUPERSEDED SURVEY CONTROL
 DV1245
 DV1245  NAVD 88 (09/24/08)  225.57   (m)          740.1    (f) LEVELING    3  
 DV1245
 DV1245.Superseded values are not recommended for survey control.
 DV1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1245.See file dsdata.txt to determine how the superseded data were derived.
 DV1245
 DV1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4453353079(NAD 83)
 DV1245_MARKER: DV = VERTICAL CONTROL DISK
 DV1245_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1245_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1245_STAMPING: G 476 1981
 DV1245_MARK LOGO: NGS   
 DV1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1245+STABILITY: POSITION/ELEVATION WELL
 DV1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1245+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV1245
 DV1245  HISTORY     - Date     Condition        Report By
 DV1245  HISTORY     - 1981     MONUMENTED       NGS
 DV1245  HISTORY     - 20060116 GOOD             NGS
 DV1245  HISTORY     - 20060128 GOOD             USPSQD
 DV1245  HISTORY     - 20060129 GOOD             USPSQD
 DV1245  HISTORY     - 20070417 GOOD             GEOCAC
 DV1245
 DV1245                          STATION DESCRIPTION
 DV1245
 DV1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1245'8.55 KM (5.3 MI) NORTH FROM GILA BEND.
 DV1245'1.35 KM (0.85 MI) EAST ALONG THE SOUTHERN PZCIFIC RAILROAD FROM THE
 DV1245'STATION AT GILA BEND, THENCE 7.0 KM (4.35 MI) NORTH ALONG THE
 DV1245'ARLINGTON-HASSAYAMPA ROAD, THENCE 0.2 KM (0.1 MI) EAST ALONG A DIRT
 DV1245'ROAD, AT A DEEP WATER WELL IRRIGATION PUMP, ON THE WEST SIDE OF THE
 DV1245'GILA BEND CANAL, IN TOP OF THE NORTHWEST CORNER OF THE 5 BY 5 FOOT
 DV1245'CONCRETE PAD WHICH IS ATTACHED TO THE WELL CASING, 19 METERS (62.4 FT)
 DV1245'WEST OF AND 3 METERS (10 FT) BELOW THE WEST LEVEE OF THE CANAL, 16.3
 DV1245'METERS (53.5 FT) SOUTH-SOUTHEAST OF A POWER LINE POLE BEARING 3
 DV1245'TRANSFORMERS, 0.75 METER (2.5 FT) NORTHWEST OF THE CENTER OF THE PUMP,
 DV1245'0.4 METER (1.3 FT) SOUTH OF THE NORTH EDGE OF THE PAD, 0.3 METER
 DV1245'(1.0 FT) EAST OF THE WEST EDGE OF THE PAD.
 DV1245'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DV1245
 DV1245                          STATION RECOVERY (2006)
 DV1245
 DV1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DV1245'RECOVERED AS DESCRIBED.
 DV1245
 DV1245                          STATION RECOVERY (2006)
 DV1245
 DV1245'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1245'RECOVERED AS DESCRIBED.
 DV1245
 DV1245                          STATION RECOVERY (2006)
 DV1245
 DV1245'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1245'RECOVERED AS DESCRIBED.
 DV1245
 DV1245                          STATION RECOVERY (2007)
 DV1245
 DV1245'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1371 ***********************************************************************
 DV1371  DESIGNATION -  G 477
 DV1371  PID         -  DV1371
 DV1371  STATE/COUNTY-  AZ/LA PAZ
 DV1371  USGS QUAD   -  SOCORRO MINE (1990)
 DV1371
 DV1371                         *CURRENT SURVEY CONTROL
 DV1371  ___________________________________________________________________
 DV1371* NAD 83(1986)-  33 40 48.     (N)    113 26 27.     (W)     SCALED    
 DV1371* NAVD 88     -       478.685  (meters)    1570.49   (feet)  ADJUSTED  
 DV1371  ___________________________________________________________________
 DV1371  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DV1371  DYNAMIC HT  -         478.125 (meters)    1568.65  (feet)  COMP
 DV1371  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 DV1371
 DV1371  VERT ORDER  -  FIRST     CLASS II
 DV1371
 DV1371.The horizontal coordinates were scaled from a topographic map and have
 DV1371.an estimated accuracy of +/- 6 seconds.
 DV1371
 DV1371.The orthometric height was determined by differential leveling
 DV1371.and adjusted in June 1991.
 DV1371
 DV1371.The geoid height was determined by GEOID03.
 DV1371
 DV1371.The dynamic height is computed by dividing the NAVD 88
 DV1371.geopotential number by the normal gravity value computed on the
 DV1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1371.degrees latitude (g = 980.6199 gals.).
 DV1371
 DV1371.The modeled gravity was interpolated from observed gravity values.
 DV1371
 DV1371;                    North         East    Units  Estimated Accuracy
 DV1371;SPC AZ W     -   297,220.      242,030.      MT  (+/- 180 meters Scaled)
 DV1371
 DV1371                          SUPERSEDED SURVEY CONTROL
 DV1371
 DV1371.No superseded survey control is available for this station.
 DV1371
 DV1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC737293(NAD 83)
 DV1371_MARKER: I = METAL ROD
 DV1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1371_SP_SET: STAINLESS STEEL ROD
 DV1371_STAMPING: G 477 1981
 DV1371_MARK LOGO: NGS   
 DV1371_PROJECTION: FLUSH
 DV1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1371_ROD/PIPE-DEPTH: 4.9  meters
 DV1371
 DV1371  HISTORY     - Date     Condition        Report By
 DV1371  HISTORY     - 1981     MONUMENTED       NGS
 DV1371
 DV1371                          STATION DESCRIPTION
 DV1371
 DV1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1371'20.3 KM (12.6 MI) SE FROM SALOME.
 DV1371'20.3 KM (12.6 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1371'HIGHWAY 60 AT SALOME, 0.8 KM (0.5 MI) NORTHWEST OF THE Y JUNCTION OF
 DV1371'AN OLD GRADED ROAD LEADING WEST-NORTHWEST, 1.25 MILE NORTHWEST OF
 DV1371'AVENUE 71 E, 17.4 METERS (57 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV1371'ROAD, 24.5 METERS (80.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF AN
 DV1371'OLD GRADED ROAD, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 16 FEET.
 DV1371'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DV1371'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1406 ***********************************************************************
 DV1406  DESIGNATION -  G 478
 DV1406  PID         -  DV1406
 DV1406  STATE/COUNTY-  AZ/LA PAZ
 DV1406  USGS QUAD   -  HOPE (1990)
 DV1406
 DV1406                         *CURRENT SURVEY CONTROL
 DV1406  ___________________________________________________________________
 DV1406* NAD 83(1986)-  33 43 13.     (N)    113 44 56.     (W)     SCALED    
 DV1406* NAVD 88     -       401.294  (meters)    1316.58   (feet)  ADJUSTED  
 DV1406  ___________________________________________________________________
 DV1406  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1406  DYNAMIC HT  -         400.836 (meters)    1315.08  (feet)  COMP
 DV1406  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 DV1406
 DV1406  VERT ORDER  -  FIRST     CLASS II
 DV1406
 DV1406.The horizontal coordinates were scaled from a topographic map and have
 DV1406.an estimated accuracy of +/- 6 seconds.
 DV1406
 DV1406.The orthometric height was determined by differential leveling
 DV1406.and adjusted in June 1991.
 DV1406
 DV1406.The geoid height was determined by GEOID03.
 DV1406
 DV1406.The dynamic height is computed by dividing the NAVD 88
 DV1406.geopotential number by the normal gravity value computed on the
 DV1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1406.degrees latitude (g = 980.6199 gals.).
 DV1406
 DV1406.The modeled gravity was interpolated from observed gravity values.
 DV1406
 DV1406;                    North         East    Units  Estimated Accuracy
 DV1406;SPC AZ W     -   301,640.      213,460.      MT  (+/- 180 meters Scaled)
 DV1406
 DV1406                          SUPERSEDED SURVEY CONTROL
 DV1406
 DV1406.No superseded survey control is available for this station.
 DV1406
 DV1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC452345(NAD 83)
 DV1406_MARKER: DB = BENCH MARK DISK
 DV1406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1406_SP_SET: BRIDGE ABUTMENT
 DV1406_STAMPING: G 478 1981
 DV1406_MARK LOGO: NGS   
 DV1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1406
 DV1406  HISTORY     - Date     Condition        Report By
 DV1406  HISTORY     - 1981     MONUMENTED       NGS
 DV1406
 DV1406                          STATION DESCRIPTION
 DV1406
 DV1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1406'15.8 KM (9.0 MI) SW FROM SALOME.
 DV1406'15.8 KM (9.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1406'SALOME ROAD IN SALOME, 0.2 KM (0.1 MI) WEST OF HIGHWAY MILEPOST 47,
 DV1406'SET IN TOP OF THE NORTHWEST END OF THE EAST ABUTMENT OF A HIGHWAY
 DV1406'BRIDGE OVER THE CENTRAL ARIZONA CANAL, 7.3 METERS (24.0 FT) NORTH OF
 DV1406'THE CENTERLINE OF THE HIGHWAY, 6.5 METERS (21.3 FT) WEST OF THE EAST
 DV1406'END OF THE SOUTH CONCRETE GUARDRAIL FOR THE BRIDGE.
 DV1406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1300 ***********************************************************************
 DW1300  DESIGNATION -  G 479
 DW1300  PID         -  DW1300
 DW1300  STATE/COUNTY-  AZ/LA PAZ
 DW1300  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1300
 DW1300                         *CURRENT SURVEY CONTROL
 DW1300  ___________________________________________________________________
 DW1300* NAD 83(1986)-  33 38 58.     (N)    114 15 57.     (W)     SCALED    
 DW1300* NAVD 88     -       301.099  (meters)     987.86   (feet)  ADJUSTED  
 DW1300  ___________________________________________________________________
 DW1300  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DW1300  DYNAMIC HT  -         300.761 (meters)     986.75  (feet)  COMP
 DW1300  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 DW1300
 DW1300  VERT ORDER  -  FIRST     CLASS II
 DW1300
 DW1300.The horizontal coordinates were scaled from a topographic map and have
 DW1300.an estimated accuracy of +/- 6 seconds.
 DW1300
 DW1300.The orthometric height was determined by differential leveling
 DW1300.and adjusted in June 1991.
 DW1300
 DW1300.The geoid height was determined by GEOID03.
 DW1300
 DW1300.The dynamic height is computed by dividing the NAVD 88
 DW1300.geopotential number by the normal gravity value computed on the
 DW1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1300.degrees latitude (g = 980.6199 gals.).
 DW1300
 DW1300.The modeled gravity was interpolated from observed gravity values.
 DW1300
 DW1300;                    North         East    Units  Estimated Accuracy
 DW1300;SPC AZ W     -   293,900.      165,510.      MT  (+/- 180 meters Scaled)
 DW1300
 DW1300                          SUPERSEDED SURVEY CONTROL
 DW1300
 DW1300.No superseded survey control is available for this station.
 DW1300
 DW1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT535266(NAD 83)
 DW1300_MARKER: DB = BENCH MARK DISK
 DW1300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1300_SP_SET: BRIDGE ABUTMENT
 DW1300_STAMPING: G 479 1981
 DW1300_MARK LOGO: NGS   
 DW1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1300
 DW1300  HISTORY     - Date     Condition        Report By
 DW1300  HISTORY     - 1981     MONUMENTED       NGS
 DW1300  HISTORY     - 20090218 MARK NOT FOUND   GEOCAC
 DW1300
 DW1300                          STATION DESCRIPTION
 DW1300
 DW1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1300'4.9 KM (3.1 MI) WEST FROM QUARTZSITE.
 DW1300'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1300'95 OVERPASS IN QUARTZSITE, THENCE 2.7 KM (1.7 MI) WEST ALONG OLD U.S.
 DW1300'HIGHWAY 60, SET IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 DW1300'HIGHWAY BRIDGE OVER LA CHOLLA WASH, 4.3 METERS (14.0 FT) SOUTH OF THE
 DW1300'CENTERLINE OF THE HIGHWAY.
 DW1300'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DW1300
 DW1300                          STATION RECOVERY (2009)
 DW1300
 DW1300'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW1300'THE INDICATED BRIDGE OVER LA CHOLLA WASH IS IN AN
 DW1300'EAST/WEST DIRECTION. THE WEST END OF THE SOUTH
 DW1300'ABUTMENT HAS BEEN DESTROYED AND NO EVIDENCE
 DW1300'OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0170 ***********************************************************************
 ER0170  DESIGNATION -  G 48
 ER0170  PID         -  ER0170
 ER0170  STATE/COUNTY-  AZ/APACHE
 ER0170  USGS QUAD   -  CEADRO SPRING (1984)
 ER0170
 ER0170                         *CURRENT SURVEY CONTROL
 ER0170  ___________________________________________________________________
 ER0170* NAD 83(1986)-  34 50 19.     (N)    109 14 29.     (W)     SCALED    
 ER0170* NAVD 88     -      1910.870  (meters)    6269.25   (feet)  ADJUSTED  
 ER0170  ___________________________________________________________________
 ER0170  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ER0170  DYNAMIC HT  -        1908.116 (meters)    6260.21  (feet)  COMP
 ER0170  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 ER0170
 ER0170  VERT ORDER  -  SECOND    CLASS 0
 ER0170
 ER0170.The horizontal coordinates were scaled from a topographic map and have
 ER0170.an estimated accuracy of +/- 6 seconds.
 ER0170
 ER0170.The orthometric height was determined by differential leveling
 ER0170.and adjusted in June 1991.
 ER0170
 ER0170.The geoid height was determined by GEOID03.
 ER0170
 ER0170.The dynamic height is computed by dividing the NAVD 88
 ER0170.geopotential number by the normal gravity value computed on the
 ER0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0170.degrees latitude (g = 980.6199 gals.).
 ER0170
 ER0170.The modeled gravity was interpolated from observed gravity values.
 ER0170
 ER0170;                    North         East    Units  Estimated Accuracy
 ER0170;SPC AZ E     -   426,060.      297,990.      MT  (+/- 180 meters Scaled)
 ER0170
 ER0170                          SUPERSEDED SURVEY CONTROL
 ER0170
 ER0170  NGVD 29 (??/??/92) 1909.961  (m)         6266.26   (f) ADJ UNCH    2 0
 ER0170
 ER0170.Superseded values are not recommended for survey control.
 ER0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0170.See file dsdata.txt to determine how the superseded data were derived.
 ER0170
 ER0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD607565(NAD 83)
 ER0170_MARKER: DB = BENCH MARK DISK
 ER0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0170_STAMPING: G 48 1934
 ER0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0170+STABILITY: SURFACE MOTION
 ER0170
 ER0170  HISTORY     - Date     Condition        Report By
 ER0170  HISTORY     - 1934     MONUMENTED       CGS
 ER0170  HISTORY     - 1974     GOOD             USGS
 ER0170
 ER0170                          STATION DESCRIPTION
 ER0170
 ER0170'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0170'24.5 MI NE FROM ST JOHNS.
 ER0170'ST JOHNS, 24.5 MILES E AND N. OF ALONG US HWY 666 FROM THE
 ER0170'INTERSECTION OF U S HWY 666 AND U S HWY 180 IN ST JOHNS.  8 MILES
 ER0170'NORTH OF THE ZUNI RIVER.  TO A DIRT RD ON LEFT.  THENCE WEST ON DIRT
 ER0170'RD .15 MILES TO OLD HWY. THENCE NORTH ALONG OLD HWY .95 MILES TO BM ON
 ER0170'RIGHT.  BM IS 22 FT. EAST OF CENTERLINE OF RD.  A STANDARD USC AND GS
 ER0170'TABLET STAMPED G 48 1934 AND SET IN A CONCRETE POST.  POST PROJECTS
 ER0170'1.5 FT. ABOVE MEAN GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0752 ***********************************************************************
 ET0752  DESIGNATION -  G 480
 ET0752  PID         -  ET0752
 ET0752  STATE/COUNTY-  AZ/LA PAZ
 ET0752  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0752
 ET0752                         *CURRENT SURVEY CONTROL
 ET0752  ___________________________________________________________________
 ET0752* NAD 83(1986)-  34 00 19.     (N)    113 34 45.     (W)     SCALED    
 ET0752* NAVD 88     -       611.477  (meters)    2006.15   (feet)  ADJUSTED  
 ET0752  ___________________________________________________________________
 ET0752  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ET0752  DYNAMIC HT  -         610.769 (meters)    2003.83  (feet)  COMP
 ET0752  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 ET0752
 ET0752  VERT ORDER  -  FIRST     CLASS II
 ET0752
 ET0752.The horizontal coordinates were scaled from a topographic map and have
 ET0752.an estimated accuracy of +/- 6 seconds.
 ET0752
 ET0752.The orthometric height was determined by differential leveling
 ET0752.and adjusted in June 1991.
 ET0752
 ET0752.The geoid height was determined by GEOID03.
 ET0752
 ET0752.The dynamic height is computed by dividing the NAVD 88
 ET0752.geopotential number by the normal gravity value computed on the
 ET0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0752.degrees latitude (g = 980.6199 gals.).
 ET0752
 ET0752.The modeled gravity was interpolated from observed gravity values.
 ET0752
 ET0752;                    North         East    Units  Estimated Accuracy
 ET0752;SPC AZ W     -   333,260.      229,140.      MT  (+/- 180 meters Scaled)
 ET0752
 ET0752                          SUPERSEDED SURVEY CONTROL
 ET0752
 ET0752.No superseded survey control is available for this station.
 ET0752
 ET0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC618657(NAD 83)
 ET0752_MARKER: I = METAL ROD
 ET0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0752_SP_SET: STAINLESS STEEL ROD
 ET0752_STAMPING: G 480 1981
 ET0752_MARK LOGO: NGS   
 ET0752_PROJECTION: FLUSH
 ET0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0752+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 ET0752_ROD/PIPE-DEPTH: 1.05 meters
 ET0752
 ET0752  HISTORY     - Date     Condition        Report By
 ET0752  HISTORY     - 1981     MONUMENTED       NGS
 ET0752  HISTORY     - 19990306 GOOD             USPSQD
 ET0752  HISTORY     - 20070210 GOOD             USPSQD
 ET0752
 ET0752                          STATION DESCRIPTION
 ET0752
 ET0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0752'21.9 KM (13.65 MI) NORT FROM WENDEN.
 ET0752'21.9 KM (13.65 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0752'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, AT THE CENTER OF THE OUTSIDE OF
 ET0752'A SLIGHT ROAD CURVE, 27.8 METERS (91.0 FT) EAST OF THE CENTERLINE OF
 ET0752'THE ROAD. NOTE-ROD DRIVE TO REFUSAL AND IS SOLID.
 ET0752'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 ET0752'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
 ET0752
 ET0752                          STATION RECOVERY (1999)
 ET0752
 ET0752'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0752'RECOVERED IN GOOD CONDITION.
 ET0752
 ET0752                          STATION RECOVERY (2007)
 ET0752
 ET0752'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0770 ***********************************************************************
 ET0770  DESIGNATION -  G 481
 ET0770  PID         -  ET0770
 ET0770  STATE/COUNTY-  AZ/LA PAZ
 ET0770  USGS QUAD   -  ALAMO DAM (1990)
 ET0770
 ET0770                         *CURRENT SURVEY CONTROL
 ET0770  ___________________________________________________________________
 ET0770* NAD 83(1986)-  34 13 51.     (N)    113 32 56.     (W)     SCALED    
 ET0770* NAVD 88     -       437.561  (meters)    1435.56   (feet)  ADJUSTED  
 ET0770  ___________________________________________________________________
 ET0770  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ET0770  DYNAMIC HT  -         437.071 (meters)    1433.96  (feet)  COMP
 ET0770  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 ET0770
 ET0770  VERT ORDER  -  FIRST     CLASS II
 ET0770
 ET0770.The horizontal coordinates were scaled from a topographic map and have
 ET0770.an estimated accuracy of +/- 6 seconds.
 ET0770
 ET0770.The orthometric height was determined by differential leveling
 ET0770.and adjusted in June 1991.
 ET0770
 ET0770.The geoid height was determined by GEOID03.
 ET0770
 ET0770.The dynamic height is computed by dividing the NAVD 88
 ET0770.geopotential number by the normal gravity value computed on the
 ET0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0770.degrees latitude (g = 980.6199 gals.).
 ET0770
 ET0770.The modeled gravity was interpolated from observed gravity values.
 ET0770
 ET0770;                    North         East    Units  Estimated Accuracy
 ET0770;SPC AZ W     -   358,290.      231,890.      MT  (+/- 180 meters Scaled)
 ET0770
 ET0770                          SUPERSEDED SURVEY CONTROL
 ET0770
 ET0770.No superseded survey control is available for this station.
 ET0770
 ET0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC652906(NAD 83)
 ET0770_MARKER: I = METAL ROD
 ET0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0770_SP_SET: STAINLESS STEEL ROD
 ET0770_STAMPING: G 481 1981
 ET0770_MARK LOGO: NGS   
 ET0770_PROJECTION: FLUSH
 ET0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0770+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0770_ROD/PIPE-DEPTH: 3.0  meters
 ET0770
 ET0770  HISTORY     - Date     Condition        Report By
 ET0770  HISTORY     - 1981     MONUMENTED       NGS
 ET0770  HISTORY     - 19990306 GOOD             USPSQD
 ET0770  HISTORY     - 20070210 GOOD             USPSQD
 ET0770  HISTORY     - 20081016 GOOD             GEOCAC
 ET0770
 ET0770                          STATION DESCRIPTION
 ET0770
 ET0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0770'6.0 KM (3.7 MI) SE FROM ALAMO LAKE.
 ET0770'6.0 KM (3.1 MI) SOUTHEAST ALONG WENDEN-LAKE ALAMO ROAD FROM THE
 ET0770'SOUTHEAST END OF THE DAM, SET ON THE INSIDE AND 0.1 KM (0.05 MI)
 ET0770'NORTHWEST OF THE SOUTHEAST END OF A SLIGHT ROAD CURVE, 15.4 METERS
 ET0770'(50.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 17.2 METERS (56.5
 ET0770'FT) NORTHWEST OF THE CENTERLINE OF A SMALL GULLY, 13.2 METERS (43.3
 ET0770'FT) WEST OF A 20-FOOT HIGH SAGUARO CACTUS WITH A 10-FOOT AND 2-FOOT
 ET0770'ARM, 12.7 METERS (41.6 FT) NORTH OF THE NORTHEAST LEG OF A SIGN
 ET0770'READING -CONTACT STATION 1000 FT-.
 ET0770'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ET0770'THE MARK IS 1.0 M BELOW THE ROAD CENTERLINE.
 ET0770
 ET0770                          STATION RECOVERY (1999)
 ET0770
 ET0770'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0770'RECOVERED IN GOOD CONDITION.
 ET0770
 ET0770                          STATION RECOVERY (2007)
 ET0770
 ET0770'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0770'RECOVERED AS DESCRIBED.
 ET0770
 ET0770                          STATION RECOVERY (2008)
 ET0770
 ET0770'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0770'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0770' 
 ET0770'N 34 13.909'  W 113 33.035'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0795 ***********************************************************************
 ET0795  DESIGNATION -  G 482
 ET0795  PID         -  ET0795
 ET0795  STATE/COUNTY-  AZ/MOHAVE
 ET0795  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0795
 ET0795                         *CURRENT SURVEY CONTROL
 ET0795  ___________________________________________________________________
 ET0795* NAD 83(1986)-  34 21 00.     (N)    113 41 20.     (W)     SCALED    
 ET0795* NAVD 88     -       600.912  (meters)    1971.49   (feet)  ADJUSTED  
 ET0795  ___________________________________________________________________
 ET0795  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ET0795  DYNAMIC HT  -         600.219 (meters)    1969.22  (feet)  COMP
 ET0795  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 ET0795  OBS GRAVITY -     979,463.4   (mgal)                       GRAV_OBS
 ET0795
 ET0795  VERT ORDER  -  FIRST     CLASS II
 ET0795
 ET0795.The horizontal coordinates were scaled from a topographic map and have
 ET0795.an estimated accuracy of +/- 6 seconds.
 ET0795
 ET0795.The orthometric height was determined by differential leveling
 ET0795.and adjusted in June 1991.
 ET0795
 ET0795.The geoid height was determined by GEOID03.
 ET0795
 ET0795.The dynamic height is computed by dividing the NAVD 88
 ET0795.geopotential number by the normal gravity value computed on the
 ET0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0795.degrees latitude (g = 980.6199 gals.).
 ET0795
 ET0795.The modeled gravity was interpolated from observed gravity values.
 ET0795.The observed gravity was obtained from relative gravimeter ties
 ET0795.to the IGSN71 gravity network.
 ET0795
 ET0795;                    North         East    Units  Estimated Accuracy
 ET0795;SPC AZ W     -   371,490.      218,980.      MT  (+/- 180 meters Scaled)
 ET0795
 ET0795                          SUPERSEDED SURVEY CONTROL
 ET0795
 ET0795.No superseded survey control is available for this station.
 ET0795
 ET0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD526042(NAD 83)
 ET0795_MARKER: DB = BENCH MARK DISK
 ET0795_SETTING: 66 = SET IN ROCK OUTCROP
 ET0795_SP_SET: ROCK OUTCROP
 ET0795_STAMPING: G 482 1981
 ET0795_MARK LOGO: NGS   
 ET0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0795+STABILITY: POSITION/ELEVATION WELL
 ET0795
 ET0795  HISTORY     - Date     Condition        Report By
 ET0795  HISTORY     - 1981     MONUMENTED       NGS
 ET0795
 ET0795                          STATION DESCRIPTION
 ET0795
 ET0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0795'78.6 KM (48.8 MI) SE FROM YUCCA.
 ET0795'78.6 KM (48.8 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0795'INTERSTATE HIGHWAY 40 IN YUCCA, 0.3 KM (0.2 MI) NORTHWEST OF THE
 ET0795'SANDTRAP WASH CROSSING, 0.25 KM (0.15 MI) SOUTHEAST OF A PROMINENT
 ET0795'KNOLL, SET IN TOP OF A BLACK VOLCANIC OUTCROP AT THE SOUTHEAST BASE OF
 ET0795'A SMALL RIDGE OF VOLCANIC ROCK, 19.2 METERS (63.0 FT) NORTHEAST OF THE
 ET0795'CENTERLINE OF THE ROAD, 3.6 METERS (12.0 FT) BELOW THE TOP OF THE
 ET0795'RIDGE.
 ET0795'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 ET0795'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0903 ***********************************************************************
 FS0903  DESIGNATION -  G 484
 FS0903  PID         -  FS0903
 FS0903  STATE/COUNTY-  AZ/MOHAVE
 FS0903  USGS QUAD   -  KINGMAN (1980)
 FS0903
 FS0903                         *CURRENT SURVEY CONTROL
 FS0903  ___________________________________________________________________
 FS0903* NAD 83(1986)-  35 08 48.     (N)    114 05 41.     (W)     SCALED    
 FS0903* NAVD 88     -       898.381  (meters)    2947.44   (feet)  ADJUSTED  
 FS0903  ___________________________________________________________________
 FS0903  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FS0903  DYNAMIC HT  -         897.342 (meters)    2944.03  (feet)  COMP
 FS0903  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FS0903
 FS0903  VERT ORDER  -  FIRST     CLASS II
 FS0903
 FS0903.The horizontal coordinates were scaled from a topographic map and have
 FS0903.an estimated accuracy of +/- 6 seconds.
 FS0903
 FS0903.The orthometric height was determined by differential leveling
 FS0903.and adjusted in June 1991.
 FS0903
 FS0903.The geoid height was determined by GEOID03.
 FS0903
 FS0903.The dynamic height is computed by dividing the NAVD 88
 FS0903.geopotential number by the normal gravity value computed on the
 FS0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0903.degrees latitude (g = 980.6199 gals.).
 FS0903
 FS0903.The modeled gravity was interpolated from observed gravity values.
 FS0903
 FS0903;                    North         East    Units  Estimated Accuracy
 FS0903;SPC AZ W     -   459,910.      181,950.      MT  (+/- 180 meters Scaled)
 FS0903
 FS0903                          SUPERSEDED SURVEY CONTROL
 FS0903
 FS0903.No superseded survey control is available for this station.
 FS0903
 FS0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU646931(NAD 83)
 FS0903_MARKER: DB = BENCH MARK DISK
 FS0903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FS0903_SP_SET: ABUTMENT
 FS0903_STAMPING: G 484 1981
 FS0903_MARK LOGO: NGS   
 FS0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0903
 FS0903  HISTORY     - Date     Condition        Report By
 FS0903  HISTORY     - 1981     MONUMENTED       NGS
 FS0903
 FS0903                          STATION DESCRIPTION
 FS0903
 FS0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0903'8.0 KM (5.0 MI) SW FROM KINGMAN.
 FS0903'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0903'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 7.2 KM (4.5 MI) SOUTHWEST
 FS0903'ALONG OLD HIGHWAY 66, SET OVER THE NORTHEAST END OF THE SOUTHEAST
 FS0903'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OVER INTERSTATE HIGHWAY
 FS0903'40, 20.1 METERS (66 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FS0903'2.1 METERS (7 FT) NORTHEAST OF THE NORTHEAST RAIL OF A SPUR TRACK,
 FS0903'0.5 METER (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE,
 FS0903'0.3 METER (1 FT) SOUTHEAST OF THE SOUTHEAST END OF A CYCLONE FENCE.
 FS0903'THE MARK IS 0.6 M ABOVE HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0770 ***********************************************************************
 EU0770  DESIGNATION -  G 485
 EU0770  PID         -  EU0770
 EU0770  STATE/COUNTY-  AZ/MOHAVE
 EU0770  USGS QUAD   -  TOPOCK (1970)
 EU0770
 EU0770                         *CURRENT SURVEY CONTROL
 EU0770  ___________________________________________________________________
 EU0770* NAD 83(1986)-  34 43 32.     (N)    114 24 30.     (W)     SCALED    
 EU0770* NAVD 88     -       237.741  (meters)     779.99   (feet)  ADJUSTED  
 EU0770  ___________________________________________________________________
 EU0770  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 EU0770  DYNAMIC HT  -         237.495 (meters)     779.18  (feet)  COMP
 EU0770  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 EU0770
 EU0770  VERT ORDER  -  FIRST     CLASS II
 EU0770
 EU0770.The horizontal coordinates were scaled from a topographic map and have
 EU0770.an estimated accuracy of +/- 6 seconds.
 EU0770
 EU0770.The orthometric height was determined by differential leveling
 EU0770.and adjusted in June 1991.
 EU0770
 EU0770.The geoid height was determined by GEOID03.
 EU0770
 EU0770.The dynamic height is computed by dividing the NAVD 88
 EU0770.geopotential number by the normal gravity value computed on the
 EU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0770.degrees latitude (g = 980.6199 gals.).
 EU0770
 EU0770.The modeled gravity was interpolated from observed gravity values.
 EU0770
 EU0770;                    North         East    Units  Estimated Accuracy
 EU0770;SPC AZ W     -   413,340.      153,070.      MT  (+/- 180 meters Scaled)
 EU0770
 EU0770                          SUPERSEDED SURVEY CONTROL
 EU0770
 EU0770.No superseded survey control is available for this station.
 EU0770
 EU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU373456(NAD 83)
 EU0770_MARKER: I = METAL ROD
 EU0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0770_SP_SET: STAINLESS STEEL ROD
 EU0770_STAMPING: G 485 1981
 EU0770_MARK LOGO: NGS   
 EU0770_PROJECTION: FLUSH
 EU0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0770_ROD/PIPE-DEPTH: 4.9  meters
 EU0770
 EU0770  HISTORY     - Date     Condition        Report By
 EU0770  HISTORY     - 1981     MONUMENTED       NGS
 EU0770
 EU0770                          STATION DESCRIPTION
 EU0770
 EU0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0770'7.2 KM (4.5 MI) NE FROM TOPOCK.
 EU0770'7.2 KM (4.5 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0770'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, UNDER A HIGHWAY SIGN
 EU0770'READING COMMERCIAL VECHICLES STOP 1/2 MILE, 11.1 METERS (36.5 FT)
 EU0770'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES, 3.7 METERS (12 FT)
 EU0770'NORTH OF THE GUARD RAIL ON THE NORTH SIDE OF THE WEST BOUND LANES.
 EU0770'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EU0770'THE MARK IS 1.0 M BELOW THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0928 ***********************************************************************
 FS0928  DESIGNATION -  G 486
 FS0928  PID         -  FS0928
 FS0928  STATE/COUNTY-  AZ/MOHAVE
 FS0928  USGS QUAD   -  CHLORIDE (1968)
 FS0928
 FS0928                         *CURRENT SURVEY CONTROL
 FS0928  ___________________________________________________________________
 FS0928* NAD 83(1986)-  35 24 53.     (N)    114 11 33.     (W)     SCALED    
 FS0928* NAVD 88     -      1244.460  (meters)    4082.87   (feet)  ADJUSTED  
 FS0928  ___________________________________________________________________
 FS0928  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FS0928  DYNAMIC HT  -        1242.952 (meters)    4077.92  (feet)  COMP
 FS0928  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 FS0928
 FS0928  VERT ORDER  -  FIRST     CLASS II
 FS0928
 FS0928.The horizontal coordinates were scaled from a topographic map and have
 FS0928.an estimated accuracy of +/- 6 seconds.
 FS0928
 FS0928.The orthometric height was determined by differential leveling
 FS0928.and adjusted in June 1991.
 FS0928
 FS0928.The geoid height was determined by GEOID03.
 FS0928
 FS0928.The dynamic height is computed by dividing the NAVD 88
 FS0928.geopotential number by the normal gravity value computed on the
 FS0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0928.degrees latitude (g = 980.6199 gals.).
 FS0928
 FS0928.The modeled gravity was interpolated from observed gravity values.
 FS0928
 FS0928;                    North         East    Units  Estimated Accuracy
 FS0928;SPC AZ W     -   489,690.      173,170.      MT  (+/- 180 meters Scaled)
 FS0928
 FS0928                          SUPERSEDED SURVEY CONTROL
 FS0928
 FS0928.No superseded survey control is available for this station.
 FS0928
 FS0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV549226(NAD 83)
 FS0928_MARKER: DB = BENCH MARK DISK
 FS0928_SETTING: 66 = SET IN ROCK OUTCROP
 FS0928_SP_SET: ROCK OUTCROP
 FS0928_STAMPING: G 486 1982
 FS0928_MARK LOGO: NGS   
 FS0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0928+STABILITY: POSITION/ELEVATION WELL
 FS0928
 FS0928  HISTORY     - Date     Condition        Report By
 FS0928  HISTORY     - 1982     MONUMENTED       NGS
 FS0928
 FS0928                          STATION DESCRIPTION
 FS0928
 FS0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0928'0.6 KM (0.4 MI) EAST FROM CHLORIDE.
 FS0928'0.6 KM (0.4 MI) EAST ALONG TENNESSEE AVENUE FROM THE POST OFFICE IN
 FS0928'CHLORIDE, IN TOP OF THE NORTHERN EDGE OF A MASSIVE GRANITE OUTCROP
 FS0928'PROJECTING 20 FEET ABOVE THE GROUND, 10.9 METERS (36 FT) SOUTH OF THE
 FS0928'CENTERLINE OF THE AVENUE, 1.2 METERS (4 FT) WEST OF THE EAST EDGE OF
 FS0928'THE OUTCROP, 0.9 METER (3 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP,
 FS0928'0.3 METER (1 FT) NORTH OF THE NORTH EDGE OF OVERHANGING ROCK AND 3
 FS0928'FEET ABOVE THE GROUND.
 FS0928'THE MARK IS 1.5 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0707 ***********************************************************************
 FR0707  DESIGNATION -  G 487
 FR0707  PID         -  FR0707
 FR0707  STATE/COUNTY-  AZ/MOHAVE
 FR0707  USGS QUAD   -  TRUXTON (1980)
 FR0707
 FR0707                         *CURRENT SURVEY CONTROL
 FR0707  ___________________________________________________________________
 FR0707* NAD 83(1986)-  35 27 30.     (N)    113 37 04.     (W)     SCALED    
 FR0707* NAVD 88     -      1294.685  (meters)    4247.65   (feet)  ADJUSTED  
 FR0707  ___________________________________________________________________
 FR0707  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FR0707  DYNAMIC HT  -        1293.095 (meters)    4242.43  (feet)  COMP
 FR0707  MODELED GRAV-     979,360.9   (mgal)                       NAVD 88
 FR0707
 FR0707  VERT ORDER  -  FIRST     CLASS II
 FR0707
 FR0707.The horizontal coordinates were scaled from a topographic map and have
 FR0707.an estimated accuracy of +/- 6 seconds.
 FR0707
 FR0707.The orthometric height was determined by differential leveling
 FR0707.and adjusted in June 1991.
 FR0707
 FR0707.The geoid height was determined by GEOID03.
 FR0707
 FR0707.The dynamic height is computed by dividing the NAVD 88
 FR0707.geopotential number by the normal gravity value computed on the
 FR0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0707.degrees latitude (g = 980.6199 gals.).
 FR0707
 FR0707.The modeled gravity was interpolated from observed gravity values.
 FR0707
 FR0707;                    North         East    Units  Estimated Accuracy
 FR0707;SPC AZ W     -   494,440.      225,360.      MT  (+/- 180 meters Scaled)
 FR0707
 FR0707                          SUPERSEDED SURVEY CONTROL
 FR0707
 FR0707.No superseded survey control is available for this station.
 FR0707
 FR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE624270(NAD 83)
 FR0707_MARKER: DB = BENCH MARK DISK
 FR0707_SETTING: 66 = SET IN ROCK OUTCROP
 FR0707_SP_SET: ROCK OUTCROP
 FR0707_STAMPING: G 487 1982
 FR0707_MARK LOGO: NGS   
 FR0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0707+STABILITY: POSITION/ELEVATION WELL
 FR0707
 FR0707  HISTORY     - Date     Condition        Report By
 FR0707  HISTORY     - 1982     MONUMENTED       NGS
 FR0707
 FR0707                          STATION DESCRIPTION
 FR0707
 FR0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0707'19.9 KM (12.4 MI) SW FROM PEACH SPRINGS.
 FR0707'19.9 KM (12.4 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0707'OFFICE AT PEACH SPRINGS, 0.3 KM (0.2 MILE) NORTHEAST OF HIGHWAY MILE
 FR0707'POST 91, 14.0 METERS (46.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 FR0707'HIGHWAY, 15.0 METERS (49.0 FEET) NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 FR0707'10.0 METERS (33.0 FEET) WEST OF A SMALL MESQUITE TREE, 2.0 METERS (7.0
 FR0707'FEET) NORTHEAST OF THE SOUTHWEST END OF THE CUT, IN TOP OF A 4 BY 6
 FR0707'FOOT FLAT EXPOSED PORTION OF SANDSTONE OUTCROP AT THE SOUTHWEST END OF
 FR0707'A SOUTHEAST HIGHWAY CUT.
 FR0707'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0707'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0734 ***********************************************************************
 FR0734  DESIGNATION -  G 488
 FR0734  PID         -  FR0734
 FR0734  STATE/COUNTY-  AZ/COCONINO
 FR0734  USGS QUAD   -  NELSON (1967)
 FR0734
 FR0734                         *CURRENT SURVEY CONTROL
 FR0734  ___________________________________________________________________
 FR0734* NAD 83(1986)-  35 32 07.     (N)    113 15 04.     (W)     SCALED    
 FR0734* NAVD 88     -      1660.507  (meters)    5447.85   (feet)  ADJUSTED  
 FR0734  ___________________________________________________________________
 FR0734  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 FR0734  DYNAMIC HT  -        1658.353 (meters)    5440.78  (feet)  COMP
 FR0734  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 FR0734
 FR0734  VERT ORDER  -  FIRST     CLASS II
 FR0734
 FR0734.The horizontal coordinates were scaled from a topographic map and have
 FR0734.an estimated accuracy of +/- 6 seconds.
 FR0734
 FR0734.The orthometric height was determined by differential leveling
 FR0734.and adjusted in June 1991.
 FR0734
 FR0734.The geoid height was determined by GEOID03.
 FR0734
 FR0734.The dynamic height is computed by dividing the NAVD 88
 FR0734.geopotential number by the normal gravity value computed on the
 FR0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0734.degrees latitude (g = 980.6199 gals.).
 FR0734
 FR0734.The modeled gravity was interpolated from observed gravity values.
 FR0734
 FR0734;                    North         East    Units  Estimated Accuracy
 FR0734;SPC AZ C     -   503,770.       92,350.      MT  (+/- 180 meters Scaled)
 FR0734
 FR0734                          SUPERSEDED SURVEY CONTROL
 FR0734
 FR0734.No superseded survey control is available for this station.
 FR0734
 FR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE959347(NAD 83)
 FR0734_MARKER: DB = BENCH MARK DISK
 FR0734_SETTING: 66 = SET IN ROCK OUTCROP
 FR0734_SP_SET: ROCK OUTCROP
 FR0734_STAMPING: G 488 1982
 FR0734_MARK LOGO: NGS   
 FR0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0734+STABILITY: POSITION/ELEVATION WELL
 FR0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0734+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FR0734
 FR0734  HISTORY     - Date     Condition        Report By
 FR0734  HISTORY     - 1982     MONUMENTED       NGS
 FR0734  HISTORY     - 20060422 GOOD             NGS
 FR0734
 FR0734                          STATION DESCRIPTION
 FR0734
 FR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0734'20.3 KM (12.6 MI) EAST FROM PEACH SPRINGS.
 FR0734'20.3 KM (12.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0734'PEACH SPRINGS, IN TOP OF AN OUTCROP LEDGE IN A LOW HIGHWAY CUT
 FR0734'PROJECTING 3 FEET ABOVE THE GROUND, 57.9 METERS (190 FT) WEST OF
 FR0734'MILEPOST 114, 13.4 METERS (44 FT) SOUTH OF THE CENTERLINE OF THE
 FR0734'HIGHWAY, 15.2 METERS (50 FT) NORTH OF A FENCE, 9.1 METERS (30 FT)
 FR0734'NORTH OF A LARGE FORKED JUNIPER TREE.
 FR0734'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FR0734'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0734
 FR0734                          STATION RECOVERY (2006)
 FR0734
 FR0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0734'US 66 IS NOW AZ 66 AND HISTORIC US 66.  WITNESS SIGN REPLACED AT THIS
 FR0734'TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0769 ***********************************************************************
 FR0769  DESIGNATION -  G 489
 FR0769  PID         -  FR0769
 FR0769  STATE/COUNTY-  AZ/COCONINO
 FR0769  USGS QUAD   -  ASH FORK (1979)
 FR0769
 FR0769                         *CURRENT SURVEY CONTROL
 FR0769  ___________________________________________________________________
 FR0769* NAD 83(1986)-  35 12 57.     (N)    112 24 04.     (W)     SCALED    
 FR0769* NAVD 88     -      1677.717  (meters)    5504.31   (feet)  ADJUSTED  
 FR0769  ___________________________________________________________________
 FR0769  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 FR0769  DYNAMIC HT  -        1675.462 (meters)    5496.91  (feet)  COMP
 FR0769  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 FR0769
 FR0769  VERT ORDER  -  FIRST     CLASS II
 FR0769
 FR0769.The horizontal coordinates were scaled from a topographic map and have
 FR0769.an estimated accuracy of +/- 6 seconds.
 FR0769
 FR0769.The orthometric height was determined by differential leveling
 FR0769.and adjusted in June 1991.
 FR0769
 FR0769.The geoid height was determined by GEOID03.
 FR0769
 FR0769.The dynamic height is computed by dividing the NAVD 88
 FR0769.geopotential number by the normal gravity value computed on the
 FR0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0769.degrees latitude (g = 980.6199 gals.).
 FR0769
 FR0769.The modeled gravity was interpolated from observed gravity values.
 FR0769
 FR0769;                    North         East    Units  Estimated Accuracy
 FR0769;SPC AZ C     -   467,620.      169,260.      MT  (+/- 180 meters Scaled)
 FR0769
 FR0769                          SUPERSEDED SURVEY CONTROL
 FR0769
 FR0769.No superseded survey control is available for this station.
 FR0769
 FR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD724978(NAD 83)
 FR0769_MARKER: DB = BENCH MARK DISK
 FR0769_SETTING: 66 = SET IN ROCK OUTCROP
 FR0769_SP_SET: ROCK OUTCROP
 FR0769_STAMPING: G 489 1982
 FR0769_MARK LOGO: NGS   
 FR0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0769+STABILITY: POSITION/ELEVATION WELL
 FR0769
 FR0769  HISTORY     - Date     Condition        Report By
 FR0769  HISTORY     - 1982     MONUMENTED       NGS
 FR0769
 FR0769                          STATION DESCRIPTION
 FR0769
 FR0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0769'7.1 KM (4.4 MI) EAST FROM ASH FORK.
 FR0769'7.1 KM (4.4 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0769'US HIGHWAY 89 IN ASH FORK, 0.7 KM (0.45 MI) EAST OF MILEPOST 150, 0.2
 FR0769'KM (0.1 MI) SOUTHWEST OF A HIGHWAY FILL, IN TOP OF A MASSIVE VOLCANIC
 FR0769'OUTCROP PROJECTING 1 FOOT FROM THE SOUTHWEST END OF A SHORT CUT ON THE
 FR0769'SOUTHEAST SIDE OF THE HIGHWAY, ACROSS THE HIGHWAY FROM THE APPROXIMATE
 FR0769'CENTER OF A LONG ROCK CUT, 14.9 METERS (49 FT) SOUTHEAST OF THE
 FR0769'CENTERLINE OF THE EAST BOUND LANES, 22.8 METERS (75 FT) NORTHEAST OF
 FR0769'THE SOUTHWEST END OF THE CUT, 12.1 METERS (40 FT) NORTHWEST OF A
 FR0769'FENCE.
 FR0769'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0769'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0068 ***********************************************************************
 GP0068  DESIGNATION -  G 49
 GP0068  PID         -  GP0068
 GP0068  STATE/COUNTY-  AZ/NAVAJO
 GP0068  USGS QUAD   -  SHONTO SE (1982)
 GP0068
 GP0068                         *CURRENT SURVEY CONTROL
 GP0068  ___________________________________________________________________
 GP0068* NAD 83(1986)-  36 31 33.     (N)    110 34 50.     (W)     SCALED    
 GP0068* NAVD 88     -      1968.403  (meters)    6458.00   (feet)  ADJUSTED  
 GP0068  ___________________________________________________________________
 GP0068  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GP0068  DYNAMIC HT  -        1965.894 (meters)    6449.77  (feet)  COMP
 GP0068  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 GP0068
 GP0068  VERT ORDER  -  FIRST     CLASS II
 GP0068
 GP0068.The horizontal coordinates were scaled from a topographic map and have
 GP0068.an estimated accuracy of +/- 6 seconds.
 GP0068
 GP0068.The orthometric height was determined by differential leveling
 GP0068.and adjusted in June 1991.
 GP0068
 GP0068.The geoid height was determined by GEOID03.
 GP0068
 GP0068.The dynamic height is computed by dividing the NAVD 88
 GP0068.geopotential number by the normal gravity value computed on the
 GP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0068.degrees latitude (g = 980.6199 gals.).
 GP0068
 GP0068.The modeled gravity was interpolated from observed gravity values.
 GP0068
 GP0068;                    North         East    Units  Estimated Accuracy
 GP0068;SPC AZ E     -   612,940.      176,300.      MT  (+/- 180 meters Scaled)
 GP0068
 GP0068                          SUPERSEDED SURVEY CONTROL
 GP0068
 GP0068  NGVD 29 (??/??/92) 1967.355  (m)         6454.56   (f) ADJ UNCH    1 2
 GP0068
 GP0068.Superseded values are not recommended for survey control.
 GP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0068.See file dsdata.txt to determine how the superseded data were derived.
 GP0068
 GP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF375423(NAD 83)
 GP0068_MARKER: DB = BENCH MARK DISK
 GP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0068_STAMPING: G 49 1934
 GP0068_MARK LOGO: CGS   
 GP0068_PROJECTION: PROJECTING 20 CENTIMETERS
 GP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0068+STABILITY: SURFACE MOTION
 GP0068
 GP0068  HISTORY     - Date     Condition        Report By
 GP0068  HISTORY     - 1934     MONUMENTED       CGS
 GP0068  HISTORY     - 1983     GOOD             NGS
 GP0068
 GP0068                          STATION DESCRIPTION
 GP0068
 GP0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0068'25.3 MI SW FROM KAYENTA.
 GP0068'25.3 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0068'COUNTY, 0.3 MILE SOUTHWEST OF A WOODEN-BOX CULVERT, IN LINE WITH A ROW
 GP0068'OF POLES CROSSING THE ROAD, AND 41 FEET NORTHWEST OF THE CENTERLINE OF
 GP0068'THE ROAD.  A STANDARD DISK, STAMPED G 49 1934 AND SET IN THE TOP OF A
 GP0068'CONCRETE POST.
 GP0068
 GP0068                          STATION RECOVERY (1983)
 GP0068
 GP0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0068'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.6 KM
 GP0068'(23.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0068'U.S. HIGHWAY 163 IN KAYENTA, 1.1 KM (0.7 MI) SOUTHWEST OF A DIRT ROAD
 GP0068'CROSSING, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 369, 159.1 METERS
 GP0068'(522.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 46.6 METERS
 GP0068'(152.9 FT) NORTHWEST OF A FENCE, AND 17.4 METERS (57.1 FT) SOUTH OF
 GP0068'THE CENTER OF A FIELD ROAD.
 GP0068'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0068'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0379 ***********************************************************************
 FQ0379  DESIGNATION -  G 490
 FQ0379  PID         -  FQ0379
 FQ0379  STATE/COUNTY-  AZ/COCONINO
 FQ0379  USGS QUAD   -  PARKS (1974)
 FQ0379
 FQ0379                         *CURRENT SURVEY CONTROL
 FQ0379  ___________________________________________________________________
 FQ0379* NAD 83(1986)-  35 15 11.     (N)    111 54 46.     (W)     SCALED    
 FQ0379* NAVD 88     -      2191.797  (meters)    7190.92   (feet)  ADJUSTED  
 FQ0379  ___________________________________________________________________
 FQ0379  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0379  DYNAMIC HT  -        2188.670 (meters)    7180.66  (feet)  COMP
 FQ0379  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 FQ0379
 FQ0379  VERT ORDER  -  FIRST     CLASS II
 FQ0379
 FQ0379.The horizontal coordinates were scaled from a topographic map and have
 FQ0379.an estimated accuracy of +/- 6 seconds.
 FQ0379
 FQ0379.The orthometric height was determined by differential leveling
 FQ0379.and adjusted in June 1991.
 FQ0379
 FQ0379.The geoid height was determined by GEOID03.
 FQ0379
 FQ0379.The dynamic height is computed by dividing the NAVD 88
 FQ0379.geopotential number by the normal gravity value computed on the
 FQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0379.degrees latitude (g = 980.6199 gals.).
 FQ0379
 FQ0379.The modeled gravity was interpolated from observed gravity values.
 FQ0379
 FQ0379;                    North         East    Units  Estimated Accuracy
 FQ0379;SPC AZ C     -   471,650.      213,710.      MT  (+/- 180 meters Scaled)
 FQ0379
 FQ0379                          SUPERSEDED SURVEY CONTROL
 FQ0379
 FQ0379.No superseded survey control is available for this station.
 FQ0379
 FQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE169014(NAD 83)
 FQ0379_MARKER: DB = BENCH MARK DISK
 FQ0379_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0379_SP_SET: ROCK OUTCROP
 FQ0379_STAMPING: G 490 1982
 FQ0379_MARK LOGO: NGS   
 FQ0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0379+STABILITY: POSITION/ELEVATION WELL
 FQ0379
 FQ0379  HISTORY     - Date     Condition        Report By
 FQ0379  HISTORY     - 1982     MONUMENTED       NGS
 FQ0379
 FQ0379                          STATION DESCRIPTION
 FQ0379
 FQ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0379'25.9 KM (16.1 MI) WEST FROM FLAGSTAFF.
 FQ0379'25.9 KM (16.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0379'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF A 4 BY 8 FOOT
 FQ0379'VOLCANIC OUTCROP PROJECTING 8-INCHES ABOVE THE GROUND AND FLUSH WITH
 FQ0379'THE TOP OF A LOW CUT, 0.4 KM (0.25 MI) WEST OF MILEPOST 180, 14.6
 FQ0379'METERS (48 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 FQ0379'LANES, 19.2 METERS (63 FT) NORTH OF A 24-INCH PINE TREE IN THE RIGHT
 FQ0379'OF WAY FENCE, 29.2 METERS (96 FT) EAST OF A 18-INCH PONDAROSA TREE.
 FQ0379'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0403 ***********************************************************************
 FQ0403  DESIGNATION -  G 491
 FQ0403  PID         -  FQ0403
 FQ0403  STATE/COUNTY-  AZ/COCONINO
 FQ0403  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0403
 FQ0403                         *CURRENT SURVEY CONTROL
 FQ0403  ___________________________________________________________________
 FQ0403* NAD 83(1986)-  35 01 46.     (N)    111 44 14.     (W)     SCALED    
 FQ0403* NAVD 88     -      1929.131  (meters)    6329.16   (feet)  ADJUSTED  
 FQ0403  ___________________________________________________________________
 FQ0403  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FQ0403  DYNAMIC HT  -        1926.443 (meters)    6320.34  (feet)  COMP
 FQ0403  MODELED GRAV-     979,171.8   (mgal)                       NAVD 88
 FQ0403
 FQ0403  VERT ORDER  -  FIRST     CLASS II
 FQ0403
 FQ0403.The horizontal coordinates were scaled from a topographic map and have
 FQ0403.an estimated accuracy of +/- 6 seconds.
 FQ0403
 FQ0403.The orthometric height was determined by differential leveling
 FQ0403.and adjusted in June 1991.
 FQ0403
 FQ0403.The geoid height was determined by GEOID03.
 FQ0403
 FQ0403.The dynamic height is computed by dividing the NAVD 88
 FQ0403.geopotential number by the normal gravity value computed on the
 FQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0403.degrees latitude (g = 980.6199 gals.).
 FQ0403
 FQ0403.The modeled gravity was interpolated from observed gravity values.
 FQ0403
 FQ0403;                    North         East    Units  Estimated Accuracy
 FQ0403;SPC AZ C     -   446,860.      229,730.      MT  (+/- 180 meters Scaled)
 FQ0403
 FQ0403                          SUPERSEDED SURVEY CONTROL
 FQ0403
 FQ0403.No superseded survey control is available for this station.
 FQ0403
 FQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327765(NAD 83)
 FQ0403_MARKER: DB = BENCH MARK DISK
 FQ0403_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0403_SP_SET: ROCK OUTCROP
 FQ0403_STAMPING: G 491 1982
 FQ0403_MARK LOGO: NGS   
 FQ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0403+STABILITY: POSITION/ELEVATION WELL
 FQ0403
 FQ0403  HISTORY     - Date     Condition        Report By
 FQ0403  HISTORY     - 1982     MONUMENTED       NGS
 FQ0403
 FQ0403                          STATION DESCRIPTION
 FQ0403
 FQ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0403'19.0 KM (11.8 MI) SW FROM FLAGSTAFF.
 FQ0403'19.0 KM (11.8 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0403'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A
 FQ0403'MASSIVE PORTION OF OUTCROP, 10.9 METERS (36.0 FT) NORTH OF THE HIGHWAY
 FQ0403'CENTERLINE, 28.0 METERS (92.0 FT) WEST OF A 24 INCH CORRUGATED METAL
 FQ0403'PIPE CULVERT, 8.5 METERS (28.0 FT) WEST OF A NO PASSING SIGN, 25.9
 FQ0403'METERS (85.0 FT) NORTH OF THE EAST END OF A METAL RETAINING WALL.
 FQ0403'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0403'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0457 ***********************************************************************
 FQ0457  DESIGNATION -  G 492
 FQ0457  PID         -  FQ0457
 FQ0457  STATE/COUNTY-  AZ/COCONINO
 FQ0457  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0457
 FQ0457                         *CURRENT SURVEY CONTROL
 FQ0457  ___________________________________________________________________
 FQ0457* NAD 83(1986)-  35 13 38.6    (N)    111 34 50.6    (W)     HD_HELD2  
 FQ0457* NAVD 88     -      2091.213  (meters)    6860.92   (feet)  ADJUSTED  
 FQ0457  ___________________________________________________________________
 FQ0457  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0457  DYNAMIC HT  -        2088.218 (meters)    6851.10  (feet)  COMP
 FQ0457  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 FQ0457
 FQ0457  VERT ORDER  -  FIRST     CLASS II
 FQ0457
 FQ0457.The horizontal coordinates were established by autonomous hand held GPS
 FQ0457.observations and have an estimated accuracy of +/- 10 meters.
 FQ0457
 FQ0457.The orthometric height was determined by differential leveling
 FQ0457.and adjusted in June 1991.
 FQ0457
 FQ0457.The geoid height was determined by GEOID03.
 FQ0457
 FQ0457.The dynamic height is computed by dividing the NAVD 88
 FQ0457.geopotential number by the normal gravity value computed on the
 FQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0457.degrees latitude (g = 980.6199 gals.).
 FQ0457
 FQ0457.The modeled gravity was interpolated from observed gravity values.
 FQ0457
 FQ0457;                    North         East    Units  Estimated Accuracy
 FQ0457;SPC AZ C     -   468,851.      243,940.      MT  (+/- 10 meters HH2 GPS)
 FQ0457
 FQ0457                          SUPERSEDED SURVEY CONTROL
 FQ0457
 FQ0457.No superseded survey control is available for this station.
 FQ0457
 FQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4715598415(NAD 83)
 FQ0457_MARKER: I = METAL ROD
 FQ0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0457_SP_SET: STAINLESS STEEL ROD
 FQ0457_STAMPING: G 492 1982
 FQ0457_MARK LOGO: NGS   
 FQ0457_PROJECTION: FLUSH
 FQ0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0457+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 FQ0457_ROD/PIPE-DEPTH: 6.0  meters
 FQ0457
 FQ0457  HISTORY     - Date     Condition        Report By
 FQ0457  HISTORY     - 1982     MONUMENTED       NGS
 FQ0457  HISTORY     - 20061121 GOOD             GEOCAC
 FQ0457
 FQ0457                          STATION DESCRIPTION
 FQ0457
 FQ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0457'11.3 KM (7.0 MI) NORTH FROM FLAGSTAFF.
 FQ0457'11.3 KM (7.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0457'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE ELDER WORK CENTER
 FQ0457'ROAD LEADING NORTHWEST, ACROSS THE HIGHWAY FROM MCDONALDS BURGER
 FQ0457'STAND, 48.7 METERS (160 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 FQ0457'CENTERLINE, 14.6 METERS (48 FT) NORTHWEST OF A FENCE CORNER, 13.7
 FQ0457'METERS (45 FT) NORTHEAST OF A ROAD CENTER LEADING NORTHWEST, 0.6 METER
 FQ0457'(2 FT) SOUTHWEST OF A FENCE.
 FQ0457'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FQ0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0457
 FQ0457                          STATION RECOVERY (2006)
 FQ0457
 FQ0457'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 FQ0457'NOW BEST REACHED BY TURNING WEST OFF 89 AT E RAILHEAD AVE, TURNING
 FQ0457'ALMOST IMMEDIATELY RIGHT
 FQ0457'INTO DRIVEWAY OF ELDEN RANGER STATION, PROCEEDING .1 MI TO GRAVEL
 FQ0457'TURNOUT ON RIGHT. MARK
 FQ0457'ABOUT 40 FEET EAST, BACK TOWARD 89.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0663 ***********************************************************************
 ES0663  DESIGNATION -  G 493
 ES0663  PID         -  ES0663
 ES0663  STATE/COUNTY-  AZ/YAVAPAI
 ES0663  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0663
 ES0663                         *CURRENT SURVEY CONTROL
 ES0663  ___________________________________________________________________
 ES0663* NAD 83(1986)-  34 47 32.     (N)    111 55 03.     (W)     SCALED    
 ES0663* NAVD 88     -      1145.385  (meters)    3757.82   (feet)  ADJUSTED  
 ES0663  ___________________________________________________________________
 ES0663  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 ES0663  DYNAMIC HT  -        1143.934 (meters)    3753.06  (feet)  COMP
 ES0663  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 ES0663
 ES0663  VERT ORDER  -  FIRST     CLASS II
 ES0663
 ES0663.The horizontal coordinates were scaled from a topographic map and have
 ES0663.an estimated accuracy of +/- 6 seconds.
 ES0663
 ES0663.The orthometric height was determined by differential leveling
 ES0663.and adjusted in June 1991.
 ES0663
 ES0663.The geoid height was determined by GEOID03.
 ES0663
 ES0663.The dynamic height is computed by dividing the NAVD 88
 ES0663.geopotential number by the normal gravity value computed on the
 ES0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0663.degrees latitude (g = 980.6199 gals.).
 ES0663
 ES0663.The modeled gravity was interpolated from observed gravity values.
 ES0663
 ES0663;                    North         East    Units  Estimated Accuracy
 ES0663;SPC AZ C     -   420,530.      213,280.      MT  (+/- 180 meters Scaled)
 ES0663
 ES0663                          SUPERSEDED SURVEY CONTROL
 ES0663
 ES0663.No superseded survey control is available for this station.
 ES0663
 ES0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD160503(NAD 83)
 ES0663_MARKER: DB = BENCH MARK DISK
 ES0663_SETTING: 66 = SET IN ROCK OUTCROP
 ES0663_SP_SET: ROCK OUTCROP
 ES0663_STAMPING: G 493 1982
 ES0663_MARK LOGO: NGS   
 ES0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0663
 ES0663  HISTORY     - Date     Condition        Report By
 ES0663  HISTORY     - 1982     MONUMENTED       NGS
 ES0663
 ES0663                          STATION DESCRIPTION
 ES0663
 ES0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0663'18.2 KM (11.3 MI) SW FROM SEDONA.
 ES0663'18.2 KM (11.3 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0663'POST OFFICE IN SEDONA, 11.4 KM (7.1 MI) NORTHEAST ALONG US HIGHWAY 89
 ES0663'ALTERNATE FROM THE JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, IN TOP
 ES0663'OF A SMALL PORTION OF VOLCANIC OUTCROP PROJECTING 0.6 OF AN INCH, 0.2
 ES0663'KM (0.1 MI) SOUTHWEST OF THE T JUNCTION OF PAGE SPRINGS ROAD LEADING
 ES0663'SOUTHEAST, 18.3 METERS (60 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 ES0663'2.1 METERS (7 FT) NORTHWEST OF A FENCE.
 ES0663'THE MARK IS 2.0 METERS  NE FROM A WITNESS POST.
 ES0663'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0686 ***********************************************************************
 ES0686  DESIGNATION -  G 494
 ES0686  PID         -  ES0686
 ES0686  STATE/COUNTY-  AZ/YAVAPAI
 ES0686  USGS QUAD   -  CAMP VERDE (1969)
 ES0686
 ES0686                         *CURRENT SURVEY CONTROL
 ES0686  ___________________________________________________________________
 ES0686* NAD 83(1986)-  34 32 28.     (N)    111 49 26.     (W)     SCALED    
 ES0686* NAVD 88     -       958.104  (meters)    3143.38   (feet)  ADJUSTED  
 ES0686  ___________________________________________________________________
 ES0686  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 ES0686  DYNAMIC HT  -         956.908 (meters)    3139.46  (feet)  COMP
 ES0686  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 ES0686
 ES0686  VERT ORDER  -  FIRST     CLASS II
 ES0686
 ES0686.The horizontal coordinates were scaled from a topographic map and have
 ES0686.an estimated accuracy of +/- 6 seconds.
 ES0686
 ES0686.The orthometric height was determined by differential leveling
 ES0686.and adjusted in June 1991.
 ES0686
 ES0686.The geoid height was determined by GEOID03.
 ES0686
 ES0686.The dynamic height is computed by dividing the NAVD 88
 ES0686.geopotential number by the normal gravity value computed on the
 ES0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0686.degrees latitude (g = 980.6199 gals.).
 ES0686
 ES0686.The modeled gravity was interpolated from observed gravity values.
 ES0686
 ES0686;                    North         East    Units  Estimated Accuracy
 ES0686;SPC AZ C     -   392,680.      221,880.      MT  (+/- 180 meters Scaled)
 ES0686
 ES0686                          SUPERSEDED SURVEY CONTROL
 ES0686
 ES0686.No superseded survey control is available for this station.
 ES0686
 ES0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD244224(NAD 83)
 ES0686_MARKER: I = METAL ROD
 ES0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0686_SP_SET: STAINLESS STEEL ROD
 ES0686_STAMPING: G 494 1982
 ES0686_MARK LOGO: NGS   
 ES0686_PROJECTION: FLUSH
 ES0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0686_ROD/PIPE-DEPTH: 13.4 meters
 ES0686
 ES0686  HISTORY     - Date     Condition        Report By
 ES0686  HISTORY     - 1982     MONUMENTED       NGS
 ES0686
 ES0686                          STATION DESCRIPTION
 ES0686
 ES0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0686'4.7 KM (2.9 MI) SE FROM CAMP VERDE.
 ES0686'4.7 KM (2.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0686'OFFICE IN CAMP VERDE, AT THE T JUNCTION OF A DIRT ROAD LEADING
 ES0686'SOUTHWEST TO CLEAR CREEK CEMETERY, 19.1 METERS (63 FT) NORTHEAST OF
 ES0686'THE HIGHWAY CENTERLINE, 12.0 METERS (39 FT) SOUTHEAST OF THE EXTENDED
 ES0686'CENTER OF A GRAVEL ROAD, 4.3 METERS (14 FT) SOUTHEAST OF THE SOUTHEAST
 ES0686'END OF A CHAIN LINK FENCE, 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF
 ES0686'WAY FENCE.
 ES0686'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0686'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0720 ***********************************************************************
 ES0720  DESIGNATION -  G 495
 ES0720  PID         -  ES0720
 ES0720  STATE/COUNTY-  AZ/GILA
 ES0720  USGS QUAD   -  STRAWBERRY (1967)
 ES0720
 ES0720                         *CURRENT SURVEY CONTROL
 ES0720  ___________________________________________________________________
 ES0720* NAD 83(1986)-  34 24 21.     (N)    111 33 49.     (W)     SCALED    
 ES0720* NAVD 88     -      1750.018  (meters)    5741.52   (feet)  ADJUSTED  
 ES0720  ___________________________________________________________________
 ES0720  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 ES0720  DYNAMIC HT  -        1747.563 (meters)    5733.46  (feet)  COMP
 ES0720  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 ES0720
 ES0720  VERT ORDER  -  FIRST     CLASS II
 ES0720
 ES0720.The horizontal coordinates were scaled from a topographic map and have
 ES0720.an estimated accuracy of +/- 6 seconds.
 ES0720
 ES0720.The orthometric height was determined by differential leveling
 ES0720.and adjusted in June 1991.
 ES0720
 ES0720.The geoid height was determined by GEOID03.
 ES0720
 ES0720.The dynamic height is computed by dividing the NAVD 88
 ES0720.geopotential number by the normal gravity value computed on the
 ES0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0720.degrees latitude (g = 980.6199 gals.).
 ES0720
 ES0720.The modeled gravity was interpolated from observed gravity values.
 ES0720
 ES0720;                    North         East    Units  Estimated Accuracy
 ES0720;SPC AZ E     -   378,550.       84,930.      MT  (+/- 180 meters Scaled)
 ES0720
 ES0720                          SUPERSEDED SURVEY CONTROL
 ES0720
 ES0720.No superseded survey control is available for this station.
 ES0720
 ES0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD482072(NAD 83)
 ES0720_MARKER: DB = BENCH MARK DISK
 ES0720_SETTING: 66 = SET IN ROCK OUTCROP
 ES0720_SP_SET: ROCK OUTCROP
 ES0720_STAMPING: G 495 1982
 ES0720_MARK LOGO: NGS   
 ES0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0720+STABILITY: POSITION/ELEVATION WELL
 ES0720
 ES0720  HISTORY     - Date     Condition        Report By
 ES0720  HISTORY     - 1982     MONUMENTED       NGS
 ES0720  HISTORY     - 20040912 GOOD             USPSQD
 ES0720
 ES0720                          STATION DESCRIPTION
 ES0720
 ES0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0720'12.1 KM (7.5 MI) NW FROM PINE.
 ES0720'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0720'IN PINE, THENCE 7.2 KM (4.5 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0720'OF A PORTION OF OUTCROP AT THE SUMMIT OF FOSSIL CREEK HILL AND ON THE
 ES0720'INSIDE OF A CURVE, 0.3 KM (0.2 MI) NORTHEAST OF A TRACK ROAD LEADING
 ES0720'NORTHWEST TO A GRAVEL PIT, 7.0 METERS (23 FT) SOUTH OF THE ROAD
 ES0720'CENTERLINE.
 ES0720'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0720'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0720
 ES0720                          STATION RECOVERY (2004)
 ES0720
 ES0720'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 ES0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0733 ***********************************************************************
 ES0733  DESIGNATION -  G 496
 ES0733  PID         -  ES0733
 ES0733  STATE/COUNTY-  AZ/GILA
 ES0733  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0733
 ES0733                         *CURRENT SURVEY CONTROL
 ES0733  ___________________________________________________________________
 ES0733* NAD 83(1986)-  34 20 43.     (N)    111 25 34.     (W)     SCALED    
 ES0733* NAVD 88     -      1685.429  (meters)    5529.61   (feet)  ADJUSTED  
 ES0733  ___________________________________________________________________
 ES0733  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 ES0733  DYNAMIC HT  -        1683.076 (meters)    5521.89  (feet)  COMP
 ES0733  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 ES0733  OBS GRAVITY -     979,180.2   (mgal)                       GRAV_OBS
 ES0733
 ES0733  VERT ORDER  -  FIRST     CLASS II
 ES0733
 ES0733.The horizontal coordinates were scaled from a topographic map and have
 ES0733.an estimated accuracy of +/- 6 seconds.
 ES0733
 ES0733.The orthometric height was determined by differential leveling
 ES0733.and adjusted in June 1991.
 ES0733
 ES0733.The geoid height was determined by GEOID03.
 ES0733
 ES0733.The dynamic height is computed by dividing the NAVD 88
 ES0733.geopotential number by the normal gravity value computed on the
 ES0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0733.degrees latitude (g = 980.6199 gals.).
 ES0733
 ES0733.The modeled gravity was interpolated from observed gravity values.
 ES0733.The observed gravity was obtained from relative gravimeter ties
 ES0733.to the IGSN71 gravity network.
 ES0733
 ES0733;                    North         East    Units  Estimated Accuracy
 ES0733;SPC AZ E     -   371,670.       97,490.      MT  (+/- 180 meters Scaled)
 ES0733
 ES0733                          SUPERSEDED SURVEY CONTROL
 ES0733
 ES0733.No superseded survey control is available for this station.
 ES0733
 ES0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD608005(NAD 83)
 ES0733_MARKER: DB = BENCH MARK DISK
 ES0733_SETTING: 66 = SET IN ROCK OUTCROP
 ES0733_SP_SET: ROCK OUTCROP
 ES0733_STAMPING: G 496 1982
 ES0733_MARK LOGO: NGS   
 ES0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0733+STABILITY: POSITION/ELEVATION WELL
 ES0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0733+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 ES0733
 ES0733  HISTORY     - Date     Condition        Report By
 ES0733  HISTORY     - 1982     MONUMENTED       NGS
 ES0733  HISTORY     - 19980819 GOOD             USPSQD
 ES0733  HISTORY     - 20080808 GOOD             GEOCAC
 ES0733
 ES0733                          STATION DESCRIPTION
 ES0733
 ES0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0733'5.6 KM (3.5 MI) SE FROM PINE.
 ES0733'5.6 KM (3.5 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0733'IN PINE, IN TOP OF A MASSIVE PORTION OF OUTCROP BETWEEN THE OLD
 ES0733'HIGHWAY AND THE NEW HIGHWAY, 8.2 METERS (27 FT) EAST OF THE CENTERLINE
 ES0733'OF STATE HIGHWAY 87, 7.3 METERS (24 FT) WEST OF THE CENTER OF THE OLD
 ES0733'HIGHWAY, 105.1 METERS (345 FT) NORTH OF MILEPOST 264.
 ES0733'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0733'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 87.
 ES0733
 ES0733                          STATION RECOVERY (1998)
 ES0733
 ES0733'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0733'RECOVERED IN GOOD CONDITION.
 ES0733
 ES0733                          STATION RECOVERY (2008)
 ES0733
 ES0733'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0733'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0733'34 20 47.2 (N)   111 25 33.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0759 ***********************************************************************
 ES0759  DESIGNATION -  G 497
 ES0759  PID         -  ES0759
 ES0759  STATE/COUNTY-  AZ/GILA
 ES0759  USGS QUAD   -  GISELA (1972)
 ES0759
 ES0759                         *CURRENT SURVEY CONTROL
 ES0759  ___________________________________________________________________
 ES0759* NAD 83(1986)-  34 02 08.     (N)    111 18 06.     (W)     SCALED    
 ES0759* NAVD 88     -       887.384  (meters)    2911.36   (feet)  ADJUSTED  
 ES0759  ___________________________________________________________________
 ES0759  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ES0759  DYNAMIC HT  -         886.259 (meters)    2907.67  (feet)  COMP
 ES0759  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 ES0759
 ES0759  VERT ORDER  -  FIRST     CLASS II
 ES0759
 ES0759.The horizontal coordinates were scaled from a topographic map and have
 ES0759.an estimated accuracy of +/- 6 seconds.
 ES0759
 ES0759.The orthometric height was determined by differential leveling
 ES0759.and adjusted in June 1991.
 ES0759
 ES0759.The geoid height was determined by GEOID03.
 ES0759
 ES0759.The dynamic height is computed by dividing the NAVD 88
 ES0759.geopotential number by the normal gravity value computed on the
 ES0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0759.degrees latitude (g = 980.6199 gals.).
 ES0759
 ES0759.The modeled gravity was interpolated from observed gravity values.
 ES0759
 ES0759;                    North         East    Units  Estimated Accuracy
 ES0759;SPC AZ E     -   337,180.      108,560.      MT  (+/- 180 meters Scaled)
 ES0759
 ES0759                          SUPERSEDED SURVEY CONTROL
 ES0759
 ES0759.No superseded survey control is available for this station.
 ES0759
 ES0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC721661(NAD 83)
 ES0759_MARKER: DB = BENCH MARK DISK
 ES0759_SETTING: 66 = SET IN ROCK OUTCROP
 ES0759_SP_SET: ROCK OUTCROP
 ES0759_STAMPING: G 497 1982
 ES0759_MARK LOGO: NGS   
 ES0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0759+STABILITY: POSITION/ELEVATION WELL
 ES0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0759+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0759
 ES0759  HISTORY     - Date     Condition        Report By
 ES0759  HISTORY     - 1982     MONUMENTED       NGS
 ES0759  HISTORY     - 20080307 GOOD             GEOCAC
 ES0759
 ES0759                          STATION DESCRIPTION
 ES0759
 ES0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0759'21.1 KM (13.1 MI) NORTH FROM PUNKIN CENTER.
 ES0759'17.2 KM (10.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 ES0759'IN PUNKIN CENTER, THENCE 3.9 KM (2.4 MI) NORTHEAST ALONG RYE CREEK
 ES0759'ROAD, IN TOP OF A LEDGE OF OUTCROP PROJECTING FROM A LOW ROCKY CUT,
 ES0759'0.6 KM (0.4 MI) SOUTH OF THE STEEL BRIDGE OVER RYE CREEK, 0.2 KM (0.1
 ES0759'MI) SOUTH OF A HAIRPIN CURVE, 4.3 METERS (14 FT) WEST OF THE ROAD
 ES0759'CENTERLINE.
 ES0759'THE MARK IS 0.1 METERS  N FROM A WITNESS POST.
 ES0759'THE MARK IS 1.3 M ABOVE THE ROAD.
 ES0759
 ES0759                          STATION RECOVERY (2008)
 ES0759
 ES0759'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0759'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0759'34 02 10.0 (N)   111 18 06.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1632 ***********************************************************************
 DU1632  DESIGNATION -  G 498
 DU1632  PID         -  DU1632
 DU1632  STATE/COUNTY-  AZ/GILA
 DU1632  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1632
 DU1632                         *CURRENT SURVEY CONTROL
 DU1632  ___________________________________________________________________
 DU1632* NAD 83(1986)-  33 43 00.     (N)    111 12 16.     (W)     SCALED    
 DU1632* NAVD 88     -       672.973  (meters)    2207.91   (feet)  ADJUSTED  
 DU1632  ___________________________________________________________________
 DU1632  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU1632  DYNAMIC HT  -         672.117 (meters)    2205.10  (feet)  COMP
 DU1632  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 DU1632
 DU1632  VERT ORDER  -  FIRST     CLASS II
 DU1632
 DU1632.The horizontal coordinates were scaled from a topographic map and have
 DU1632.an estimated accuracy of +/- 6 seconds.
 DU1632
 DU1632.The orthometric height was determined by differential leveling
 DU1632.and adjusted in June 1991.
 DU1632
 DU1632.The geoid height was determined by GEOID03.
 DU1632
 DU1632.The dynamic height is computed by dividing the NAVD 88
 DU1632.geopotential number by the normal gravity value computed on the
 DU1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1632.degrees latitude (g = 980.6199 gals.).
 DU1632
 DU1632.The modeled gravity was interpolated from observed gravity values.
 DU1632
 DU1632;                    North         East    Units  Estimated Accuracy
 DU1632;SPC AZ E     -   301,710.      117,180.      MT  (+/- 180 meters Scaled)
 DU1632
 DU1632                          SUPERSEDED SURVEY CONTROL
 DU1632
 DU1632.No superseded survey control is available for this station.
 DU1632
 DU1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC810307(NAD 83)
 DU1632_MARKER: DB = BENCH MARK DISK
 DU1632_SETTING: 66 = SET IN ROCK OUTCROP
 DU1632_SP_SET: ROCK OUTCROP
 DU1632_STAMPING: G 498 1983
 DU1632_MARK LOGO: NGS   
 DU1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1632+STABILITY: POSITION/ELEVATION WELL
 DU1632
 DU1632  HISTORY     - Date     Condition        Report By
 DU1632  HISTORY     - 1983     MONUMENTED       NGS
 DU1632  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU1632
 DU1632                          STATION DESCRIPTION
 DU1632
 DU1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1632'10.6 KM (6.6 MI) NW FROM ROOSEVELT DAM.
 DU1632'10.6 KM (6.6 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1632'ROOSEVELT DAM, IN TOP OF A SMALL SLOPING LEDGE OF OUTCROP AT THE BASE
 DU1632'OF A ROCKY CUT OVERLOOKING CHOLLA BAY, 0.4 KM (0.25 MI) NORTHWEST OF
 DU1632'MILEPOST 248, 0.25 KM (0.15 MI) SOUTHEAST OF THE T JUNCTION OF A ROAD
 DU1632'LEADING TO CHOLLA BAY, 4.6 METERS (15 FT) SOUTHWEST OF THE HIGHWAY
 DU1632'CENTERLINE.
 DU1632'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DU1632'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 DU1632
 DU1632                          STATION RECOVERY (2007)
 DU1632
 DU1632'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1632'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU1632'MARK. THE MARK MAY HAVE BEEN DESTROYED WHEN THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0206 ***********************************************************************
 GQ0206  DESIGNATION -  G 499
 GQ0206  PID         -  GQ0206
 GQ0206  STATE/COUNTY-  AZ/MOHAVE
 GQ0206  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0206
 GQ0206                         *CURRENT SURVEY CONTROL
 GQ0206  ___________________________________________________________________
 GQ0206* NAD 83(2007)-  36 53 25.25459(N)    113 55 45.69689(W)     ADJUSTED  
 GQ0206* NAVD 88     -       568.943  (meters)    1866.61   (feet)  ADJUSTED  
 GQ0206  ___________________________________________________________________
 GQ0206  EPOCH DATE  -        2007.00
 GQ0206  X           -  -2,071,751.159 (meters)                     COMP
 GQ0206  Y           -  -4,668,711.823 (meters)                     COMP
 GQ0206  Z           -   3,807,993.743 (meters)                     COMP
 GQ0206  LAPLACE CORR-          11.21  (seconds)                    DEFLEC99
 GQ0206  ELLIP HEIGHT-         543.046 (meters)          (02/17/09) ADJUSTED
 GQ0206  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GQ0206  DYNAMIC HT  -         568.371 (meters)    1864.73  (feet)  COMP
 GQ0206  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 GQ0206
 GQ0206  HORZ ORDER  -  A
 GQ0206  VERT ORDER  -  FIRST     CLASS II
 GQ0206  ELLP ORDER  -  FOURTH    CLASS I
 GQ0206
 GQ0206.The horizontal coordinates were established by GPS observations
 GQ0206.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0206
 GQ0206.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0206.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0206.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0206.The epoch date for horizontal control is a decimal equivalence
 GQ0206.of Year/Month/Day.
 GQ0206
 GQ0206.The orthometric height was determined by differential leveling
 GQ0206.and adjusted in June 1991.
 GQ0206
 GQ0206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0206
 GQ0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0206
 GQ0206.The ellipsoidal height was determined by GPS observations
 GQ0206.and is referenced to NAD 83.
 GQ0206
 GQ0206.The geoid height was determined by GEOID03.
 GQ0206
 GQ0206.The dynamic height is computed by dividing the NAVD 88
 GQ0206.geopotential number by the normal gravity value computed on the
 GQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0206.degrees latitude (g = 980.6199 gals.).
 GQ0206
 GQ0206.The modeled gravity was interpolated from observed gravity values.
 GQ0206
 GQ0206;                    North         East     Units Scale Factor Converg.
 GQ0206;SPC AZ W     -   653,339.362   197,373.007   MT  0.99993648   -0 06 27.6
 GQ0206;SPC AZ W     - 2,143,501.84    647,549.24   iFT  0.99993648   -0 06 27.6
 GQ0206;UTM  12      - 4,086,716.389   238,951.205   MT  1.00043961   -1 45 34.0
 GQ0206;UTM  11      - 4,087,112.575   773,642.178   MT  1.00052258   +1 50 39.9
 GQ0206
 GQ0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0206!SPC AZ W     -   0.99991478  x   0.99993648  =   0.99985127
 GQ0206!UTM  12      -   0.99991478  x   1.00043961  =   1.00035436
 GQ0206!UTM  11      -   0.99991478  x   1.00052258  =   1.00043732
 GQ0206
 GQ0206                          SUPERSEDED SURVEY CONTROL
 GQ0206
 GQ0206  NAVD 88 (02/17/09)  568.94   (m)         1866.6    (f) LEVELING    3  
 GQ0206
 GQ0206.Superseded values are not recommended for survey control.
 GQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0206.See file dsdata.txt to determine how the superseded data were derived.
 GQ0206
 GQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3895186716(NAD 83)
 GQ0206_MARKER: F = FLANGE-ENCASED ROD
 GQ0206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0206_SP_SET: STAINLESS STEEL ROD
 GQ0206_STAMPING: G 499 1982
 GQ0206_MARK LOGO: NGS   
 GQ0206_PROJECTION: FLUSH
 GQ0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 GQ0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0206+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0206_ROD/PIPE-DEPTH: 7.4  meters
 GQ0206
 GQ0206  HISTORY     - Date     Condition        Report By
 GQ0206  HISTORY     - 1982     MONUMENTED       NGS
 GQ0206  HISTORY     - 19990203 GOOD             NGS
 GQ0206  HISTORY     - 20080910 GOOD             GEOANA
 GQ0206
 GQ0206                          STATION DESCRIPTION
 GQ0206
 GQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0206'16.6 KM (10.3 MI) NE FROM MESQUITE NV.
 GQ0206'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0206'MESQUITE, THENCE 16.1 KM (10.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0206'0.1 KM (0.05 MI) SOUTH OF THE NORTH BOUND INTERSTATE 15 HIGHWAY BRIDGE
 GQ0206'OVER THE HIGHWAY, 27.4 METERS (90 FT) WEST OF THE HIGHWAY CENTERLINE,
 GQ0206'20.4 METERS (67 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE NORTH BOUND
 GQ0206'OFF RAMP, 16.6 METERS (54.5 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 GQ0206'CATTLE GUARD, 14.2 METERS (46.5 FT) NORTH OF A T JUNCTION OF RIGHT OF
 GQ0206'WAY FENCE LINES, 0.3 METER (1.0 FT) EAST OF THE RIGHT OF WAY FENCE.
 GQ0206'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GQ0206'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 GQ0206
 GQ0206                          STATION RECOVERY (1999)
 GQ0206
 GQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GQ0206'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND
 GQ0206'COUNTY ROAD 91 (EXIT 8) IN LITTLEFIELD, ABOUT 17 KM (10.55 MI)
 GQ0206'NORTHEAST OF MESQUITE NV, ON THE SOUTHEAST SIDE OF THE NORTHEAST END
 GQ0206'OF THE NORTHBOUND EXIT RAMP OF INTERSTATE HIGHWAY 15, ON THE NORTHEAST
 GQ0206'SIDE OF A RIGHT-OF-WAY FENCE AND SOUTHEAST OF THE CATTLE GUARD IN THE
 GQ0206'EXIT RAMP.  OWNERSHIP--ARIZONA STATE DEPARTMENT OF TRANSPORTATION.  TO
 GQ0206'REACH THE STATION FROM THE INTERSTATE HIGHWAY 15 NORTHBOUND LANES AND
 GQ0206'EXIT RAMP FOR COUNTY ROAD 91 IN LITTLEFIELD, FOLLOW THE EXIT RAMP FOR
 GQ0206'0.24 KM (0.15 MI) TO THE CATTLE GUARD AT THE NORTHEAST END OF THE EXIT
 GQ0206'RAMP AND THE STATION ON THE RIGHT.  LOCATED 27.4 M (89.9 FT) SOUTHWEST
 GQ0206'OF THE CENTER OF THE COUNTY ROAD, 20.4 M (66.9 FT) SOUTHEAST OF THE
 GQ0206'CENTER OF THE EXIT RAMP, 16.6 M (54.5 FT) SOUTH-SOUTHEAST OF THE SOUTH
 GQ0206'CORNER OF THE CATTLE GUARD, 14.2 M (46.6 FT) NORTHWEST OF A
 GQ0206'RIGHT-OF-WAY FENCE POST AT A T- JUNCTION IN THE FENCE, 0.3 M (1.0 FT)
 GQ0206'NORTHEAST OF THE RIGHT-OF-WAY FENCE, O.46 M NORTHWEST OF A FIBERGLASS
 GQ0206'WITNESS POST AND ABOUT 0.9 M (3.0 FT) ABOVE THE HIGHWAY.
 GQ0206
 GQ0206                          STATION RECOVERY (2008)
 GQ0206
 GQ0206'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0206'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY RANDY ALLISON
 GQ0206'(MOHAVE COUNTY) FOLLOWS.
 GQ0206' 
 GQ0206'LOCATED AT THE INTERSECTION OF INTERSTATE 15 AND OLD HIGHWAY 91 (EXIT
 GQ0206'8).  THE STATION IS LOCATED 27.4 M (89.9 FT) WEST OF THE CENTER OF THE
 GQ0206'NORTH-BOUND OFF RAMP, 20.4 M (66.9 FT) SOUTH-SOUTHEAST OF THE
 GQ0206'CENTERLINE OF NORTH-BOUND OLD HIGHWAY 91, 14.2 M (46.6 FT) NORTH FROM
 GQ0206'CORNER IN RIGHT-OF-WAY FENCE.
 GQ0206' 
 GQ0206'THE STATION IS A STAINLESS STEEL ROD WITH PUNCH MARKED DIMPLE SLIGHTLY
 GQ0206'OFFSET FROM CENTER OF ROD.  THE EXISTING DIMPLE WAS USED AS THE
 GQ0206'OCCUPATION POINT FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0148 ***********************************************************************
 GP0148  DESIGNATION -  G 50
 GP0148  PID         -  GP0148
 GP0148  STATE/COUNTY-  AZ/COCONINO
 GP0148  USGS QUAD   -  TUBA CITY (1969)
 GP0148
 GP0148                         *CURRENT SURVEY CONTROL
 GP0148  ___________________________________________________________________
 GP0148* NAD 83(1986)-  36 09 11.     (N)    111 07 47.     (W)     SCALED    
 GP0148* NAVD 88     -      1576.561  (meters)    5172.43   (feet)  ADJUSTED  
 GP0148  ___________________________________________________________________
 GP0148  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GP0148  DYNAMIC HT  -        1574.565 (meters)    5165.89  (feet)  COMP
 GP0148  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 GP0148
 GP0148  VERT ORDER  -  FIRST     CLASS II
 GP0148
 GP0148.The horizontal coordinates were scaled from a topographic map and have
 GP0148.an estimated accuracy of +/- 6 seconds.
 GP0148
 GP0148.The orthometric height was determined by differential leveling
 GP0148.and adjusted in June 1991.
 GP0148
 GP0148.The geoid height was determined by GEOID03.
 GP0148
 GP0148.The dynamic height is computed by dividing the NAVD 88
 GP0148.geopotential number by the normal gravity value computed on the
 GP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0148.degrees latitude (g = 980.6199 gals.).
 GP0148
 GP0148.The modeled gravity was interpolated from observed gravity values.
 GP0148
 GP0148;                    North         East    Units  Estimated Accuracy
 GP0148;SPC AZ C     -   571,780.      284,170.      MT  (+/- 180 meters Scaled)
 GP0148
 GP0148                          SUPERSEDED SURVEY CONTROL
 GP0148
 GP0148  NGVD 29 (??/??/92) 1575.616  (m)         5169.33   (f) ADJ UNCH    1 2
 GP0148
 GP0148.Superseded values are not recommended for survey control.
 GP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0148.See file dsdata.txt to determine how the superseded data were derived.
 GP0148
 GP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF883009(NAD 83)
 GP0148_MARKER: DB = BENCH MARK DISK
 GP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0148_STAMPING: G 50 1934
 GP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0148+STABILITY: SURFACE MOTION
 GP0148
 GP0148  HISTORY     - Date     Condition        Report By
 GP0148  HISTORY     - 1934     MONUMENTED       CGS
 GP0148  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0148
 GP0148                          STATION DESCRIPTION
 GP0148
 GP0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0148'6.9 MI NE FROM TUBA CITY.
 GP0148'6.9 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0148'COCONINO COUNTY, 7-1/2 POLES NORTHEAST OF A SHARP ANGLE IN A ROW OF
 GP0148'POLES, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN LINE WITH
 GP0148'THE ROW OF POLES.  A STANDARD DISK, STAMPED G 50 1934 AND SET IN THE
 GP0148'TOP OF A CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY
 GP0148'164 AND STATE HIGHWAY 264.  5.8 MILES NORTHEAST OF ALONG U.S. HIGHWAY
 GP0148'164.  0.4 MILE NORTHEAST OF A URANIUM MILL (NO LONGER USED AS SUCH). 4
 GP0148'1/2 POLES SOUTHWEST OF AN ANGLE IN A ROW OF POLES.  550 FT. NORTHWEST
 GP0148'OF CENTERLINE OF HIGHWAY.  134 FT. WEST OF A TRACK ROAD INTERSECTION.
 GP0148'38 FT. SOUTHEAST OF TRACK ROAD GOING INTO A BORROW PIT. IN LINE WITH A
 GP0148'ROW OF POLES.  SET IN A CONCRETE POST PROJECTING 0.6 FT., A USC AND GS
 GP0148'BENCH MARK STAMPED G 50 1934.
 GP0148
 GP0148                          STATION RECOVERY (1983)
 GP0148
 GP0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0410 ***********************************************************************
 FP0410  DESIGNATION -  G 500
 FP0410  PID         -  FP0410
 FP0410  STATE/COUNTY-  AZ/APACHE
 FP0410  USGS QUAD   -  KACHINA POINT (1972)
 FP0410
 FP0410                         *CURRENT SURVEY CONTROL
 FP0410  ___________________________________________________________________
 FP0410* NAD 83(1986)-  35 03 37.     (N)    109 46 55.     (W)     SCALED    
 FP0410* NAVD 88     -      1752.698  (meters)    5750.31   (feet)  ADJUSTED  
 FP0410  ___________________________________________________________________
 FP0410  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FP0410  DYNAMIC HT  -        1750.247 (meters)    5742.27  (feet)  COMP
 FP0410  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 FP0410
 FP0410  VERT ORDER  -  FIRST     CLASS II
 FP0410
 FP0410.The horizontal coordinates were scaled from a topographic map and have
 FP0410.an estimated accuracy of +/- 6 seconds.
 FP0410
 FP0410.The orthometric height was determined by differential leveling
 FP0410.and adjusted in June 1991.
 FP0410
 FP0410.The geoid height was determined by GEOID03.
 FP0410
 FP0410.The dynamic height is computed by dividing the NAVD 88
 FP0410.geopotential number by the normal gravity value computed on the
 FP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0410.degrees latitude (g = 980.6199 gals.).
 FP0410
 FP0410.The modeled gravity was interpolated from observed gravity values.
 FP0410
 FP0410;                    North         East    Units  Estimated Accuracy
 FP0410;SPC AZ E     -   450,330.      248,450.      MT  (+/- 180 meters Scaled)
 FP0410
 FP0410                          SUPERSEDED SURVEY CONTROL
 FP0410
 FP0410.No superseded survey control is available for this station.
 FP0410
 FP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD110804(NAD 83)
 FP0410_MARKER: DB = BENCH MARK DISK
 FP0410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0410_SP_SET: ABUTMENT
 FP0410_STAMPING: G 500 1983
 FP0410_MARK LOGO: NGS   
 FP0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0410+STABILITY: POSITION/ELEVATION WELL
 FP0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0410+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0410
 FP0410  HISTORY     - Date     Condition        Report By
 FP0410  HISTORY     - 1983     MONUMENTED       NGS
 FP0410  HISTORY     - 20040803 GOOD             EVANS
 FP0410
 FP0410                          STATION DESCRIPTION
 FP0410
 FP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0410'35.1 KM (21.8 MI) SW FROM CHAMBERS.
 FP0410'35.1 KM (21.8 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0410'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0410'TOP OF AND 0.1 METER (0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 FP0410'NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS LEADING TO THE
 FP0410'PETRIFIED FOREST NATIONAL PARK, 19.8 METERS (65.0 FT) NORTHWEST OF THE
 FP0410'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 5.5 METERS
 FP0410'(18.0 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD AND 3.2 METERS
 FP0410'(10.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 FP0410'THE MARK IS 1.4 M BELOW THE PAVED ROAD.
 FP0410
 FP0410                          STATION RECOVERY (2004)
 FP0410
 FP0410'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0800 ***********************************************************************
 ES0800  DESIGNATION -  G 501
 ES0800  PID         -  ES0800
 ES0800  STATE/COUNTY-  AZ/NAVAJO
 ES0800  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0800
 ES0800                         *CURRENT SURVEY CONTROL
 ES0800  ___________________________________________________________________
 ES0800* NAD 83(1986)-  34 39 03.     (N)    110 05 51.     (W)     SCALED    
 ES0800* NAVD 88     -      1684.388  (meters)    5526.20   (feet)  ADJUSTED  
 ES0800  ___________________________________________________________________
 ES0800  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0800  DYNAMIC HT  -        1682.013 (meters)    5518.40  (feet)  COMP
 ES0800  MODELED GRAV-     979,165.9   (mgal)                       NAVD 88
 ES0800
 ES0800  VERT ORDER  -  FIRST     CLASS II
 ES0800
 ES0800.The horizontal coordinates were scaled from a topographic map and have
 ES0800.an estimated accuracy of +/- 6 seconds.
 ES0800
 ES0800.The orthometric height was determined by differential leveling
 ES0800.and adjusted in June 1991.
 ES0800
 ES0800.The geoid height was determined by GEOID03.
 ES0800
 ES0800.The dynamic height is computed by dividing the NAVD 88
 ES0800.geopotential number by the normal gravity value computed on the
 ES0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0800.degrees latitude (g = 980.6199 gals.).
 ES0800
 ES0800.The modeled gravity was interpolated from observed gravity values.
 ES0800
 ES0800;                    North         East    Units  Estimated Accuracy
 ES0800;SPC AZ E     -   404,850.      219,700.      MT  (+/- 180 meters Scaled)
 ES0800
 ES0800                          SUPERSEDED SURVEY CONTROL
 ES0800
 ES0800.No superseded survey control is available for this station.
 ES0800
 ES0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD827346(NAD 83)
 ES0800_MARKER: DB = BENCH MARK DISK
 ES0800_SETTING: 66 = SET IN ROCK OUTCROP
 ES0800_SP_SET: ROCK OUTCROP
 ES0800_STAMPING: G 501 1983
 ES0800_MARK LOGO: NGS   
 ES0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0800+STABILITY: POSITION/ELEVATION WELL
 ES0800
 ES0800  HISTORY     - Date     Condition        Report By
 ES0800  HISTORY     - 1983     MONUMENTED       NGS
 ES0800
 ES0800                          STATION DESCRIPTION
 ES0800
 ES0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0800'29.0 KM (18.0 MI) SOUTH FROM HOLBROOK.
 ES0800'29.0 KM (18.0 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0800'WITH HOPI DRIVE IN HOLBROOK, IN THE CENTER OF THE NORTHERN 1/4 OF A 4
 ES0800'BY 10 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.3 MI)
 ES0800'SOUTH OF MILEPOST 371, 73.5 METERS (241.1 FT) SOUTH OF THE SOUTHEAST
 ES0800'CORNER OF A BRIDGE, 19.9 METERS (65.3 FT) WEST OF A FENCE, 19.0 METERS
 ES0800'(62.3 FT) SOUTH OF THE NORTH END OF A CUT AND 10.6 METERS (34.8 FT)
 ES0800'EAST OF THE CENTERLINE OF THE HIGHWAY.
 ES0800'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0800'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0426 ***********************************************************************
 ER0426  DESIGNATION -  G 502
 ER0426  PID         -  ER0426
 ER0426  STATE/COUNTY-  AZ/NAVAJO
 ER0426  USGS QUAD   -  INDIAN PINE (1977)
 ER0426
 ER0426                         *CURRENT SURVEY CONTROL
 ER0426  ___________________________________________________________________
 ER0426* NAD 83(1986)-  34 06 26.     (N)    109 54 44.     (W)     SCALED    
 ER0426* NAVD 88     -      2194.086  (meters)    7198.43   (feet)  ADJUSTED  
 ER0426  ___________________________________________________________________
 ER0426  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ER0426  DYNAMIC HT  -        2190.711 (meters)    7187.36  (feet)  COMP
 ER0426  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 ER0426
 ER0426  VERT ORDER  -  FIRST     CLASS II
 ER0426
 ER0426.The horizontal coordinates were scaled from a topographic map and have
 ER0426.an estimated accuracy of +/- 6 seconds.
 ER0426
 ER0426.The orthometric height was determined by differential leveling
 ER0426.and adjusted in June 1991.
 ER0426
 ER0426.The geoid height was determined by GEOID03.
 ER0426
 ER0426.The dynamic height is computed by dividing the NAVD 88
 ER0426.geopotential number by the normal gravity value computed on the
 ER0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0426.degrees latitude (g = 980.6199 gals.).
 ER0426
 ER0426.The modeled gravity was interpolated from observed gravity values.
 ER0426
 ER0426;                    North         East    Units  Estimated Accuracy
 ER0426;SPC AZ E     -   344,580.      236,840.      MT  (+/- 180 meters Scaled)
 ER0426
 ER0426                          SUPERSEDED SURVEY CONTROL
 ER0426
 ER0426.No superseded survey control is available for this station.
 ER0426
 ER0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC003745(NAD 83)
 ER0426_MARKER: I = METAL ROD
 ER0426_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0426+WITH SETTING: INFORMATION.
 ER0426_SP_SET: SHALLOW SET METAL ROD
 ER0426_STAMPING: G 502 1983
 ER0426_MARK LOGO: NGS   
 ER0426_PROJECTION: FLUSH
 ER0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0426_ROD/PIPE-DEPTH: 2.4  meters
 ER0426
 ER0426  HISTORY     - Date     Condition        Report By
 ER0426  HISTORY     - 1983     MONUMENTED       NGS
 ER0426
 ER0426                          STATION DESCRIPTION
 ER0426
 ER0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0426'8.5 KM (5.25 MI) NW FROM MCNARY.
 ER0426'0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 ER0426'MCNARY, THENCE 8.4 KM (5.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 260,
 ER0426'0.5 KM (0.3 MI) NORTH OF MILEPOST 356, 32.0 METERS (105.0 FT) NORTH OF
 ER0426'THE CENTER OF A PAVED ROAD LEADING TO THE WHITE MOUNTAIN SUMMER HOMES
 ER0426'COUNTRY CLUB, 20.0 METERS (65.6 FT) WEST OF THE CENTERLINE OF THE
 ER0426'HIGHWAY AND 2.1 METERS (6.9 FT) NORTH OF A FENCE CORNER.  REFUSAL
 ER0426'WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ER0426'LOGO CAP.
 ER0426'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ER0426'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0387 ***********************************************************************
 FP0387  DESIGNATION -  G 503
 FP0387  PID         -  FP0387
 FP0387  STATE/COUNTY-  AZ/APACHE
 FP0387  USGS QUAD   -  HOUCK (1971)
 FP0387
 FP0387                         *CURRENT SURVEY CONTROL
 FP0387  ___________________________________________________________________
 FP0387* NAD 83(1986)-  35 16 58.     (N)    109 12 41.     (W)     SCALED    
 FP0387* NAVD 88     -      1830.633  (meters)    6006.00   (feet)  ADJUSTED  
 FP0387  ___________________________________________________________________
 FP0387  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 FP0387  DYNAMIC HT  -        1828.094 (meters)    5997.67  (feet)  COMP
 FP0387  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 FP0387
 FP0387  VERT ORDER  -  FIRST     CLASS II
 FP0387
 FP0387.The horizontal coordinates were scaled from a topographic map and have
 FP0387.an estimated accuracy of +/- 6 seconds.
 FP0387
 FP0387.The orthometric height was determined by differential leveling
 FP0387.and adjusted in June 1991.
 FP0387
 FP0387.The geoid height was determined by GEOID03.
 FP0387
 FP0387.The dynamic height is computed by dividing the NAVD 88
 FP0387.geopotential number by the normal gravity value computed on the
 FP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0387.degrees latitude (g = 980.6199 gals.).
 FP0387
 FP0387.The modeled gravity was interpolated from observed gravity values.
 FP0387
 FP0387;                    North         East    Units  Estimated Accuracy
 FP0387;SPC AZ E     -   475,360.      300,260.      MT  (+/- 180 meters Scaled)
 FP0387
 FP0387                          SUPERSEDED SURVEY CONTROL
 FP0387
 FP0387.No superseded survey control is available for this station.
 FP0387
 FP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE626058(NAD 83)
 FP0387_MARKER: DB = BENCH MARK DISK
 FP0387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0387_SP_SET: PIER
 FP0387_STAMPING: G 503 1983
 FP0387_MARK LOGO: NGS   
 FP0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0387+STABILITY: POSITION/ELEVATION WELL
 FP0387
 FP0387  HISTORY     - Date     Condition        Report By
 FP0387  HISTORY     - 1983     MONUMENTED       NGS
 FP0387
 FP0387                          STATION DESCRIPTION
 FP0387
 FP0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0387'23.6 KM (14.65 MI) NE FROM CHAMBERS.
 FP0387'23.6 KM (14.65 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0387'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, SET
 FP0387'VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 4 PIERS OF THE
 FP0387'ST ANSLEM ROAD OVERPASS AND 7.6 METERS (24.9 FT) NORTH OF THE
 FP0387'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 FP0387'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0780 ***********************************************************************
 ES0780  DESIGNATION -  G 504
 ES0780  PID         -  ES0780
 ES0780  STATE/COUNTY-  AZ/NAVAJO
 ES0780  USGS QUAD   -  JOSEPH CITY (1986)
 ES0780
 ES0780                         *CURRENT SURVEY CONTROL
 ES0780  ___________________________________________________________________
 ES0780* NAD 83(1986)-  34 55 54.     (N)    110 16 18.     (W)     SCALED    
 ES0780* NAVD 88     -      1537.430  (meters)    5044.05   (feet)  ADJUSTED  
 ES0780  ___________________________________________________________________
 ES0780  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0780  DYNAMIC HT  -        1535.335 (meters)    5037.18  (feet)  COMP
 ES0780  MODELED GRAV-     979,217.9   (mgal)                       NAVD 88
 ES0780
 ES0780  VERT ORDER  -  FIRST     CLASS II
 ES0780
 ES0780.The horizontal coordinates were scaled from a topographic map and have
 ES0780.an estimated accuracy of +/- 6 seconds.
 ES0780
 ES0780.The orthometric height was determined by differential leveling
 ES0780.and adjusted in June 1991.
 ES0780
 ES0780.The geoid height was determined by GEOID03.
 ES0780
 ES0780.The dynamic height is computed by dividing the NAVD 88
 ES0780.geopotential number by the normal gravity value computed on the
 ES0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0780.degrees latitude (g = 980.6199 gals.).
 ES0780
 ES0780.The modeled gravity was interpolated from observed gravity values.
 ES0780
 ES0780;                    North         East    Units  Estimated Accuracy
 ES0780;SPC AZ E     -   436,000.      203,770.      MT  (+/- 180 meters Scaled)
 ES0780
 ES0780                          SUPERSEDED SURVEY CONTROL
 ES0780
 ES0780.No superseded survey control is available for this station.
 ES0780
 ES0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD665657(NAD 83)
 ES0780_MARKER: I = METAL ROD
 ES0780_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0780+WITH SETTING: INFORMATION.
 ES0780_SP_SET: SHALLOW SET METAL ROD
 ES0780_STAMPING: G 504 1983
 ES0780_MARK LOGO: NGS   
 ES0780_PROJECTION: FLUSH
 ES0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0780_ROD/PIPE-DEPTH: 1.5  meters
 ES0780
 ES0780  HISTORY     - Date     Condition        Report By
 ES0780  HISTORY     - 1983     MONUMENTED       NGS
 ES0780
 ES0780                          STATION DESCRIPTION
 ES0780
 ES0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0780'6.9 KM (4.3 MI) EAST FROM JOSEPH CITY.
 ES0780'6.9 KM (4.3 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 ES0780'40 FROM THE POST OFFICE IN JOSEPH CITY, 0.5 KM (0.3 MI) NORTHWEST OF
 ES0780'MILEPOST 280, AT THE SOUTHEAST END OF A HIGHWAY CUT, 30.8 METERS
 ES0780'(101.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 ES0780'THE HIGHWAY AND 17.1 METERS (56.1 FT) SOUTHEAST OF UTILITY POLE NUMBER
 ES0780'3.  REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 ES0780'THROUGH A 5-INCH LOGO CAP.
 ES0780'THE MARK IS 0.2 METERS  SW FROM  A FENCE AND WITNESS POST
 ES0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0478 ***********************************************************************
 GP0478  DESIGNATION -  G 505
 GP0478  PID         -  GP0478
 GP0478  STATE/COUNTY-  AZ/COCONINO
 GP0478  USGS QUAD   -  MOENAVE (1969)
 GP0478
 GP0478                         *CURRENT SURVEY CONTROL
 GP0478  ___________________________________________________________________
 GP0478* NAD 83(1986)-  36 08 42.     (N)    111 22 25.     (W)     SCALED    
 GP0478* NAVD 88     -      1430.880  (meters)    4694.48   (feet)  ADJUSTED  
 GP0478  ___________________________________________________________________
 GP0478  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0478  DYNAMIC HT  -        1429.122 (meters)    4688.71  (feet)  COMP
 GP0478  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 GP0478
 GP0478  VERT ORDER  -  FIRST     CLASS II
 GP0478
 GP0478.The horizontal coordinates were scaled from a topographic map and have
 GP0478.an estimated accuracy of +/- 6 seconds.
 GP0478
 GP0478.The orthometric height was determined by differential leveling
 GP0478.and adjusted in June 1991.
 GP0478
 GP0478.The geoid height was determined by GEOID03.
 GP0478
 GP0478.The dynamic height is computed by dividing the NAVD 88
 GP0478.geopotential number by the normal gravity value computed on the
 GP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0478.degrees latitude (g = 980.6199 gals.).
 GP0478
 GP0478.The modeled gravity was interpolated from observed gravity values.
 GP0478
 GP0478;                    North         East    Units  Estimated Accuracy
 GP0478;SPC AZ C     -   570,740.      262,230.      MT  (+/- 180 meters Scaled)
 GP0478
 GP0478                          SUPERSEDED SURVEY CONTROL
 GP0478
 GP0478.No superseded survey control is available for this station.
 GP0478
 GP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF663000(NAD 83)
 GP0478_MARKER: I = METAL ROD
 GP0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0478_SP_SET: STAINLESS STEEL ROD
 GP0478_STAMPING: G 505 1983
 GP0478_MARK LOGO: NGS   
 GP0478_PROJECTION: FLUSH
 GP0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0478_ROD/PIPE-DEPTH: 6.1  meters
 GP0478
 GP0478  HISTORY     - Date     Condition        Report By
 GP0478  HISTORY     - 1983     MONUMENTED       NGS
 GP0478
 GP0478                          STATION DESCRIPTION
 GP0478
 GP0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0478'17.3 KM (10.75 MI) SW FROM TUBA CITY.
 GP0478'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0478'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 8.7 KM (5.4 MI)
 GP0478'NORTHWESTERLY ALONG COUNTY ROAD 23, 3.7 KM (2.3 MI) SOUTHEAST OF THE
 GP0478'JUNCTION OF U.S. HIGHWAY 89, 81.4 METERS (267.1 FT) SOUTHEAST OF THE
 GP0478'SOUTHEAST END OF A SMALL BRIDGE, 17.0 METERS (55.8 FT) SOUTH OF THE
 GP0478'CENTER OF THE ROAD, AND 13.0 METERS (42.7 FT) WEST OF THE CENTER OF A
 GP0478'DIM TRACK ROAD LEADING SOUTHEAST.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0478'THROUGH A 5-INCH LOGO CAP.
 GP0478'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0478'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0455 ***********************************************************************
 GP0455  DESIGNATION -  G 506
 GP0455  PID         -  GP0455
 GP0455  STATE/COUNTY-  AZ/COCONINO
 GP0455  USGS QUAD   -  TUBA CITY NE (1969)
 GP0455
 GP0455                         *CURRENT SURVEY CONTROL
 GP0455  ___________________________________________________________________
 GP0455* NAD 83(1986)-  36 13 25.     (N)    111 02 19.     (W)     SCALED    
 GP0455* NAVD 88     -      1689.242  (meters)    5542.12   (feet)  ADJUSTED  
 GP0455  ___________________________________________________________________
 GP0455  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 GP0455  DYNAMIC HT  -        1687.113 (meters)    5535.14  (feet)  COMP
 GP0455  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 GP0455
 GP0455  VERT ORDER  -  FIRST     CLASS II
 GP0455
 GP0455.The horizontal coordinates were scaled from a topographic map and have
 GP0455.an estimated accuracy of +/- 6 seconds.
 GP0455
 GP0455.The orthometric height was determined by differential leveling
 GP0455.and adjusted in June 1991.
 GP0455
 GP0455.The geoid height was determined by GEOID03.
 GP0455
 GP0455.The dynamic height is computed by dividing the NAVD 88
 GP0455.geopotential number by the normal gravity value computed on the
 GP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0455.degrees latitude (g = 980.6199 gals.).
 GP0455
 GP0455.The modeled gravity was interpolated from observed gravity values.
 GP0455
 GP0455;                    North         East    Units  Estimated Accuracy
 GP0455;SPC AZ C     -   579,680.      292,300.      MT  (+/- 180 meters Scaled)
 GP0455
 GP0455                          SUPERSEDED SURVEY CONTROL
 GP0455
 GP0455.No superseded survey control is available for this station.
 GP0455
 GP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF965087(NAD 83)
 GP0455_MARKER: DB = BENCH MARK DISK
 GP0455_SETTING: 66 = SET IN ROCK OUTCROP
 GP0455_SP_SET: ROCK OUTCROP
 GP0455_STAMPING: G 506 1983
 GP0455_MARK LOGO: NGS   
 GP0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0455+STABILITY: POSITION/ELEVATION WELL
 GP0455
 GP0455  HISTORY     - Date     Condition        Report By
 GP0455  HISTORY     - 1983     MONUMENTED       NGS
 GP0455
 GP0455                          STATION DESCRIPTION
 GP0455
 GP0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0455'21.4 KM (13.3 MI) NE FROM TUBA CITY.
 GP0455'21.4 KM (13.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0455'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE SOUTHWEST END OF
 GP0455'A LONG NORTHEAST-SOUTHWEST AREA OF OUTCROPPING BEDROCK ALONG THE WEST
 GP0455'SIDE OF A HILL, 82.0 METERS (269.0 FT) SOUTHWEST OF MILEPOST 335,
 GP0455'81.7 METERS (268.0 FT) NORTHEAST OF THE SOUTHWEST END OF A HIGHWAY
 GP0455'CUT, 51.8 METERS (169.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 GP0455'HIGHWAY, 12.5 METERS (41.0 FT) SOUTHEAST OF A FENCE, 6.3 METERS
 GP0455'(20.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP AND
 GP0455'2.5 METERS (8.2 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0455'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0455'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0378 ***********************************************************************
 GP0378  DESIGNATION -  G 508
 GP0378  PID         -  GP0378
 GP0378  STATE/COUNTY-  AZ/COCONINO
 GP0378  USGS QUAD   -  THE GAP (1981)
 GP0378
 GP0378                         *CURRENT SURVEY CONTROL
 GP0378  ___________________________________________________________________
 GP0378* NAD 83(1986)-  36 18 10.     (N)    111 27 36.     (W)     SCALED    
 GP0378* NAVD 88     -      1621.719  (meters)    5320.59   (feet)  ADJUSTED  
 GP0378  ___________________________________________________________________
 GP0378  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0378  DYNAMIC HT  -        1619.702 (meters)    5313.97  (feet)  COMP
 GP0378  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 GP0378
 GP0378  VERT ORDER  -  FIRST     CLASS II
 GP0378
 GP0378.The horizontal coordinates were scaled from a topographic map and have
 GP0378.an estimated accuracy of +/- 6 seconds.
 GP0378
 GP0378.The orthometric height was determined by differential leveling
 GP0378.and adjusted in June 1991.
 GP0378
 GP0378.The geoid height was determined by GEOID03.
 GP0378
 GP0378.The dynamic height is computed by dividing the NAVD 88
 GP0378.geopotential number by the normal gravity value computed on the
 GP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0378.degrees latitude (g = 980.6199 gals.).
 GP0378
 GP0378.The modeled gravity was interpolated from observed gravity values.
 GP0378
 GP0378;                    North         East    Units  Estimated Accuracy
 GP0378;SPC AZ C     -   588,200.      254,370.      MT  (+/- 180 meters Scaled)
 GP0378
 GP0378                          SUPERSEDED SURVEY CONTROL
 GP0378
 GP0378.No superseded survey control is available for this station.
 GP0378
 GP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF587176(NAD 83)
 GP0378_MARKER: I = METAL ROD
 GP0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0378_SP_SET: STAINLESS STEEL ROD
 GP0378_STAMPING: G 508 1983
 GP0378_MARK LOGO: NGS   
 GP0378_PROJECTION: FLUSH
 GP0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0378+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 GP0378_ROD/PIPE-DEPTH: 6.7  meters
 GP0378
 GP0378  HISTORY     - Date     Condition        Report By
 GP0378  HISTORY     - 1983     MONUMENTED       NGS
 GP0378  HISTORY     - 19931201 GOOD             USPSQD
 GP0378  HISTORY     - 20050623 GOOD             USPSQD
 GP0378  HISTORY     - 20060705 GOOD             USPSQD
 GP0378
 GP0378                          STATION DESCRIPTION
 GP0378
 GP0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0378'IN THE GAP.
 GP0378'AT THE GAP, AT THE EAST CORNER OF THE ROCK FENCE AROUND THE ROCK HOUSE
 GP0378'ON THE SOUTHEAST SIDE OF THE TRADING POST, 81.1 METERS (266 FT)
 GP0378'NORTHWEST OF MILEPOST 498, 21.9 METERS (72 FT) SOUTHWEST OF THE
 GP0378'HIGHWAY CENTERLINE, 34.1 METERS (112 FT) SOUTHEAST OF THE EAST CORNER
 GP0378'OF THE TRADING POST, 0.75 METER (2.5 FT) SOUTH OF THE FENCE CORNER,
 GP0378'0.7 METER (2.2 FT) SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE.
 GP0378'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GP0378'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0378
 GP0378                          STATION RECOVERY (1993)
 GP0378
 GP0378'RECOVERY NOTE BY US POWER SQUADRON 1993
 GP0378'RECOVERED IN GOOD CONDITION.
 GP0378
 GP0378                          STATION RECOVERY (2005)
 GP0378
 GP0378'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 GP0378'RECOVERED AS DESCRIBED.
 GP0378
 GP0378                          STATION RECOVERY (2006)
 GP0378
 GP0378'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 GP0378'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0328 ***********************************************************************
 GP0328  DESIGNATION -  G 51
 GP0328  PID         -  GP0328
 GP0328  STATE/COUNTY-  AZ/COCONINO
 GP0328  USGS QUAD   -  EMMETT HILL (1985)
 GP0328
 GP0328                         *CURRENT SURVEY CONTROL
 GP0328  ___________________________________________________________________
 GP0328* NAD 83(1986)-  36 42 10.     (N)    111 56 15.     (W)     SCALED    
 GP0328* NAVD 88     -      1527.306  (meters)    5010.84   (feet)  POSTED    
 GP0328  ___________________________________________________________________
 GP0328  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 GP0328  DYNAMIC HT  -        1525.480 (meters)    5004.85  (feet)  COMP
 GP0328  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 GP0328
 GP0328  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0328
 GP0328.The horizontal coordinates were scaled from a topographic map and have
 GP0328.an estimated accuracy of +/- 6 seconds.
 GP0328
 GP0328.The orthometric height was determined by differential leveling
 GP0328.and adjusted by the  in 1992.
 GP0328.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0328.rate of 0.0 thru 1.0 mm/km.
 GP0328
 GP0328.The geoid height was determined by GEOID03.
 GP0328
 GP0328.The dynamic height is computed by dividing the NAVD 88
 GP0328.geopotential number by the normal gravity value computed on the
 GP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0328.degrees latitude (g = 980.6199 gals.).
 GP0328
 GP0328.The modeled gravity was interpolated from observed gravity values.
 GP0328
 GP0328;                    North         East    Units  Estimated Accuracy
 GP0328;SPC AZ C     -   632,490.      211,500.      MT  (+/- 180 meters Scaled)
 GP0328
 GP0328                          SUPERSEDED SURVEY CONTROL
 GP0328
 GP0328  NGVD 29 (??/??/92) 1526.335  (m)         5007.65   (f) ADJ UNCH    1 2
 GP0328
 GP0328.Superseded values are not recommended for survey control.
 GP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0328.See file dsdata.txt to determine how the superseded data were derived.
 GP0328
 GP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF162623(NAD 83)
 GP0328_MARKER: DB = BENCH MARK DISK
 GP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0328_STAMPING: G 51 1934
 GP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0328+STABILITY: SURFACE MOTION
 GP0328
 GP0328  HISTORY     - Date     Condition        Report By
 GP0328  HISTORY     - 1934     MONUMENTED       CGS
 GP0328  HISTORY     - 1959     GOOD             NGS
 GP0328
 GP0328                          STATION DESCRIPTION
 GP0328
 GP0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0328'6.1 MI E FROM HOUSE ROCK SPRINGS.
 GP0328'6.1 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0328'COUNTY, 0.5 MILE WEST OF THE 24-INCH CORRUGATED-IRON PIPE CULVERT AT
 GP0328'STATION 1167+00, AND 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 GP0328'STANDARD DISK, STAMPED G 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 GP0328'PROJECTING 6 INCHES ABOVE GROUND.
 GP0328
 GP0328                          STATION RECOVERY (1959)
 GP0328
 GP0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GP0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0504 ***********************************************************************
 FQ0504  DESIGNATION -  G 510
 FQ0504  PID         -  FQ0504
 FQ0504  STATE/COUNTY-  AZ/COCONINO
 FQ0504  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0504
 FQ0504                         *CURRENT SURVEY CONTROL
 FQ0504  ___________________________________________________________________
 FQ0504* NAD 83(1986)-  35 48 04.     (N)    111 26 51.     (W)     SCALED    
 FQ0504* NAVD 88     -      1390.563  (meters)    4562.21   (feet)  ADJUSTED  
 FQ0504  ___________________________________________________________________
 FQ0504  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FQ0504  DYNAMIC HT  -        1388.817 (meters)    4556.48  (feet)  COMP
 FQ0504  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 FQ0504
 FQ0504  VERT ORDER  -  FIRST     CLASS II
 FQ0504
 FQ0504.The horizontal coordinates were scaled from a topographic map and have
 FQ0504.an estimated accuracy of +/- 6 seconds.
 FQ0504
 FQ0504.The orthometric height was determined by differential leveling
 FQ0504.and adjusted in June 1991.
 FQ0504
 FQ0504.The geoid height was determined by GEOID03.
 FQ0504
 FQ0504.The dynamic height is computed by dividing the NAVD 88
 FQ0504.geopotential number by the normal gravity value computed on the
 FQ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0504.degrees latitude (g = 980.6199 gals.).
 FQ0504
 FQ0504.The modeled gravity was interpolated from observed gravity values.
 FQ0504
 FQ0504;                    North         East    Units  Estimated Accuracy
 FQ0504;SPC AZ C     -   532,550.      255,760.      MT  (+/- 180 meters Scaled)
 FQ0504
 FQ0504                          SUPERSEDED SURVEY CONTROL
 FQ0504
 FQ0504.No superseded survey control is available for this station.
 FQ0504
 FQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE595619(NAD 83)
 FQ0504_MARKER: DB = BENCH MARK DISK
 FQ0504_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0504_SP_SET: ROCK OUTCROP
 FQ0504_STAMPING: G 510 1983
 FQ0504_MARK LOGO: NGS   
 FQ0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0504+STABILITY: POSITION/ELEVATION WELL
 FQ0504
 FQ0504  HISTORY     - Date     Condition        Report By
 FQ0504  HISTORY     - 1983     MONUMENTED       NGS
 FQ0504
 FQ0504                          STATION DESCRIPTION
 FQ0504
 FQ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0504'9.2 KM (5.7 MI) SOUTH FROM CAMERON.
 FQ0504'9.2 KM (5.7 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0504'CAMERON, IN TOP OF A 6 BY 10 FOOT PORTION OF SANDSTONE OUTCROP
 FQ0504'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, 0.3 KM (0.2 MI)
 FQ0504'NORTH OF MILEPOST 461, 21.3 METERS (70 FT) WEST OF THE HIGHWAY
 FQ0504'CENTERLINE, 22.8 METERS (75 FT) SOUTHEAST OF RIGHT OF WAY POST
 FQ0504'2150+94.24, 12.1 METERS (40 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0504'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0496 ***********************************************************************
 FQ0496  DESIGNATION -  G 511
 FQ0496  PID         -  FQ0496
 FQ0496  STATE/COUNTY-  AZ/COCONINO
 FQ0496  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0496
 FQ0496                         *CURRENT SURVEY CONTROL
 FQ0496  ___________________________________________________________________
 FQ0496* NAD 83(1986)-  35 43 31.     (N)    111 28 58.     (W)     SCALED    
 FQ0496* NAVD 88     -      1540.525  (meters)    5054.21   (feet)  ADJUSTED  
 FQ0496  ___________________________________________________________________
 FQ0496  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0496  DYNAMIC HT  -        1538.540 (meters)    5047.69  (feet)  COMP
 FQ0496  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 FQ0496
 FQ0496  VERT ORDER  -  FIRST     CLASS II
 FQ0496
 FQ0496.The horizontal coordinates were scaled from a topographic map and have
 FQ0496.an estimated accuracy of +/- 6 seconds.
 FQ0496
 FQ0496.The orthometric height was determined by differential leveling
 FQ0496.and adjusted in June 1991.
 FQ0496
 FQ0496.The geoid height was determined by GEOID03.
 FQ0496
 FQ0496.The dynamic height is computed by dividing the NAVD 88
 FQ0496.geopotential number by the normal gravity value computed on the
 FQ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0496.degrees latitude (g = 980.6199 gals.).
 FQ0496
 FQ0496.The modeled gravity was interpolated from observed gravity values.
 FQ0496
 FQ0496;                    North         East    Units  Estimated Accuracy
 FQ0496;SPC AZ C     -   524,120.      252,610.      MT  (+/- 180 meters Scaled)
 FQ0496
 FQ0496                          SUPERSEDED SURVEY CONTROL
 FQ0496
 FQ0496.No superseded survey control is available for this station.
 FQ0496
 FQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE563535(NAD 83)
 FQ0496_MARKER: DB = BENCH MARK DISK
 FQ0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0496_SP_SET: HEADWALL
 FQ0496_STAMPING: G 511 1983
 FQ0496_MARK LOGO: NGS   
 FQ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0496
 FQ0496  HISTORY     - Date     Condition        Report By
 FQ0496  HISTORY     - 1983     MONUMENTED       NGS
 FQ0496
 FQ0496                          STATION DESCRIPTION
 FQ0496
 FQ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0496'18.0 KM (11.2 MI) SOUTH FROM CAMERON.
 FQ0496'18.0 KM (11.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0496'CAMERON, IN TOP OF THE NORTH END OF THE EAST HEADWALL FOR A BOX
 FQ0496'CULVERT, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 456, 4.5 METERS (15 FT)
 FQ0496'EAST OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT) NORTH OF A STATE
 FQ0496'MARK.
 FQ0496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0429 ***********************************************************************
 GP0429  DESIGNATION -  G 512
 GP0429  PID         -  GP0429
 GP0429  STATE/COUNTY-  AZ/NAVAJO
 GP0429  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0429
 GP0429                         *CURRENT SURVEY CONTROL
 GP0429  ___________________________________________________________________
 GP0429* NAD 83(1986)-  36 27 13.     (N)    110 42 39.     (W)     SCALED    
 GP0429* NAVD 88     -      1866.207  (meters)    6122.71   (feet)  ADJUSTED  
 GP0429  ___________________________________________________________________
 GP0429  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 GP0429  DYNAMIC HT  -        1863.849 (meters)    6114.98  (feet)  COMP
 GP0429  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 GP0429
 GP0429  VERT ORDER  -  FIRST     CLASS II
 GP0429
 GP0429.The horizontal coordinates were scaled from a topographic map and have
 GP0429.an estimated accuracy of +/- 6 seconds.
 GP0429
 GP0429.The orthometric height was determined by differential leveling
 GP0429.and adjusted in June 1991.
 GP0429
 GP0429.The geoid height was determined by GEOID03.
 GP0429
 GP0429.The dynamic height is computed by dividing the NAVD 88
 GP0429.geopotential number by the normal gravity value computed on the
 GP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0429.degrees latitude (g = 980.6199 gals.).
 GP0429
 GP0429.The modeled gravity was interpolated from observed gravity values.
 GP0429
 GP0429;                    North         East    Units  Estimated Accuracy
 GP0429;SPC AZ E     -   604,980.      164,580.      MT  (+/- 180 meters Scaled)
 GP0429
 GP0429                          SUPERSEDED SURVEY CONTROL
 GP0429
 GP0429.No superseded survey control is available for this station.
 GP0429
 GP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF259343(NAD 83)
 GP0429_MARKER: DB = BENCH MARK DISK
 GP0429_SETTING: 66 = SET IN ROCK OUTCROP
 GP0429_SP_SET: ROCK OUTCROP
 GP0429_STAMPING: G 512 1983
 GP0429_MARK LOGO: NGS   
 GP0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0429+STABILITY: POSITION/ELEVATION WELL
 GP0429
 GP0429  HISTORY     - Date     Condition        Report By
 GP0429  HISTORY     - 1983     MONUMENTED       NGS
 GP0429
 GP0429                          STATION DESCRIPTION
 GP0429
 GP0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0429'52.8 KM (32.8 MI) SW FROM KATENTA.
 GP0429'52.8 KM (32.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0429'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 1.8 KM (1.1 MI) SOUTHWEST
 GP0429'OF THE JUNCTION OF STATE HIGHWAY 98, 0.7 KM (0.45 MI) NORTHEAST OF
 GP0429'MILEPOST 360, IN THE CENTER OF THE SOUTHWEST 1/4 OF A 9- BY 53-FOOT
 GP0429'EXPOSED AREA OF OUTCROPPING BEDROCK, 65.0 METERS (313.3 FT) NORTHEAST
 GP0429'OF THE CENTER OF A DIRT DRIVEWAY LEADING NORTH, 16.1 METERS (52.8 FT)
 GP0429'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.4 METERS (11.2 FT)
 GP0429'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP, AND 1.3 METERS
 GP0429'(4.3 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0429'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0404 ***********************************************************************
 GP0404  DESIGNATION -  G 513
 GP0404  PID         -  GP0404
 GP0404  STATE/COUNTY-  AZ/NAVAJO
 GP0404  USGS QUAD   -  KAYENTA WEST (1968)
 GP0404
 GP0404                         *CURRENT SURVEY CONTROL
 GP0404  ___________________________________________________________________
 GP0404* NAD 83(1986)-  36 42 02.     (N)    110 17 44.     (W)     SCALED    
 GP0404* NAVD 88     -      1801.507  (meters)    5910.44   (feet)  ADJUSTED  
 GP0404  ___________________________________________________________________
 GP0404  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GP0404  DYNAMIC HT  -        1799.297 (meters)    5903.19  (feet)  COMP
 GP0404  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 GP0404
 GP0404  VERT ORDER  -  FIRST     CLASS II
 GP0404
 GP0404.The horizontal coordinates were scaled from a topographic map and have
 GP0404.an estimated accuracy of +/- 6 seconds.
 GP0404
 GP0404.The orthometric height was determined by differential leveling
 GP0404.and adjusted in June 1991.
 GP0404
 GP0404.The geoid height was determined by GEOID03.
 GP0404
 GP0404.The dynamic height is computed by dividing the NAVD 88
 GP0404.geopotential number by the normal gravity value computed on the
 GP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0404.degrees latitude (g = 980.6199 gals.).
 GP0404
 GP0404.The modeled gravity was interpolated from observed gravity values.
 GP0404
 GP0404;                    North         East    Units  Estimated Accuracy
 GP0404;SPC AZ E     -   632,250.      201,840.      MT  (+/- 180 meters Scaled)
 GP0404
 GP0404                          SUPERSEDED SURVEY CONTROL
 GP0404
 GP0404.No superseded survey control is available for this station.
 GP0404
 GP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF629618(NAD 83)
 GP0404_MARKER: I = METAL ROD
 GP0404_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0404+WITH SETTING: INFORMATION.
 GP0404_SP_SET: SHALLOW SET METAL ROD
 GP0404_STAMPING: G 513 1983
 GP0404_MARK LOGO: NGS   
 GP0404_PROJECTION: FLUSH
 GP0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0404_ROD/PIPE-DEPTH: 1.2  meters
 GP0404
 GP0404  HISTORY     - Date     Condition        Report By
 GP0404  HISTORY     - 1983     MONUMENTED       NGS
 GP0404
 GP0404                          STATION DESCRIPTION
 GP0404
 GP0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0404'4.3 KM (2.65 MI) SW FROM KAYENTA.
 GP0404'4.3 KM (2.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0404'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHWEST
 GP0404'OF MILEPOST 391, 29.9 METERS (98.1 FT) NORTH OF THE CENTERLINE OF THE
 GP0404'HIGHWAY, AND 17.5 METERS (57.4 FT) EAST OF THE CENTER OF A DIRT ROAD
 GP0404'LEADING NORTH.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 GP0404'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0404'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 GP0404'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2499 ***********************************************************************
 CZ2499  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2499  DESIGNATION -  G 516
 CZ2499  PID         -  CZ2499
 CZ2499  STATE/COUNTY-  AZ/PINAL
 CZ2499  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2499
 CZ2499                         *CURRENT SURVEY CONTROL
 CZ2499  ___________________________________________________________________
 CZ2499* NAD 83(2007)-  32 38 47.70062(N)    111 35 09.27012(W)     ADJUSTED  
 CZ2499* NAVD 88     -       492.36   (meters)    1615.4    (feet)  GPS OBS   
 CZ2499  ___________________________________________________________________
 CZ2499  EPOCH DATE  -        2007.00
 CZ2499  X           -  -1,977,848.361 (meters)                     COMP
 CZ2499  Y           -  -4,999,066.525 (meters)                     COMP
 CZ2499  Z           -   3,421,271.188 (meters)                     COMP
 CZ2499  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 CZ2499  ELLIP HEIGHT-         462.181 (meters)          (04/23/08) ADJUSTED
 CZ2499  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2499  HORZ ORDER  -  B
 CZ2499  ELLP ORDER  -  FOURTH    CLASS I
 CZ2499
 CZ2499.The horizontal coordinates were established by GPS observations
 CZ2499.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2499
 CZ2499.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2499.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2499.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2499.The epoch date for horizontal control is a decimal equivalence
 CZ2499.of Year/Month/Day.
 CZ2499
 CZ2499.The orthometric height was determined by GPS observations and a
 CZ2499.high-resolution geoid model.
 CZ2499.The orthometric height was determined by GPS observations and a
 CZ2499.high-resolution geoid model using precise GPS observation and
 CZ2499.processing techniques. It supersedes the leveled height previously
 CZ2499.determined for this station.
 CZ2499
 CZ2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2499
 CZ2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2499
 CZ2499.The ellipsoidal height was determined by GPS observations
 CZ2499.and is referenced to NAD 83.
 CZ2499
 CZ2499.The geoid height was determined by GEOID03.
 CZ2499
 CZ2499;                    North         East     Units Scale Factor Converg.
 CZ2499;SPC AZ C     -   182,609.423   244,390.041   MT  0.99991187   +0 10 42.4
 CZ2499;SPC AZ C     -   599,112.28    801,804.60   iFT  0.99991187   +0 10 42.4
 CZ2499;UTM  12      - 3,612,259.837   445,049.310   MT  0.99963723   -0 18 57.9
 CZ2499
 CZ2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2499!SPC AZ C     -   0.99992744  x   0.99991187  =   0.99983932
 CZ2499!UTM  12      -   0.99992744  x   0.99963723  =   0.99956470
 CZ2499
 CZ2499                          SUPERSEDED SURVEY CONTROL
 CZ2499
 CZ2499  NAVD 88 (11/29/93)  492.467  (m)         1615.70   (f) ADJUSTED    1 2
 CZ2499
 CZ2499.Superseded values are not recommended for survey control.
 CZ2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2499.See file dsdata.txt to determine how the superseded data were derived.
 CZ2499
 CZ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4504912260(NAD 83)
 CZ2499_MARKER: F = FLANGE-ENCASED ROD
 CZ2499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2499_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2499_STAMPING: G 516 1991
 CZ2499_MARK LOGO: NGS   
 CZ2499_PROJECTION: FLUSH
 CZ2499_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2499+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2499_ROD/PIPE-DEPTH: 6.2  meters
 CZ2499_SLEEVE-DEPTH  : 0.9 meters
 CZ2499
 CZ2499  HISTORY     - Date     Condition        Report By
 CZ2499  HISTORY     - 1991     MONUMENTED       NGS
 CZ2499  HISTORY     - 20060831 GOOD             PSOMAS
 CZ2499  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2499
 CZ2499                          STATION DESCRIPTION
 CZ2499
 CZ2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2499'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2499'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2499'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ2499'3.2 KM (2.00 MI) WESTERLY ALONG PRETZER ROAD, 15.1 M (49.5 FT) NORTH
 CZ2499'OF THE ROAD CENTER, 11.2 M (36.7 FT) EAST OF THE CENTER OF TWEEDY
 CZ2499'ROAD, 5.9 M (19.4 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CZ2499'CHAIN-LINK FENCE AT THE WEST END OF AN IRRIGATION DITCH, 1.1 M (3.6
 CZ2499'FT) EAST OF A T-JUNCTION UTILITY POLE, 0.5 M (1.6 FT) WEST OF A
 CZ2499'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 CZ2499'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2499
 CZ2499                          STATION RECOVERY (2006)
 CZ2499
 CZ2499'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PM)
 CZ2499'RECOVERED ON GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ2499' 
 CZ2499'THE MARK IS LOCATED ABOUT 13.6 MI (21.8 KM) EAST-SOUTHEAST OF CHUICHU,
 CZ2499'7.8 MI (12.5 KM) SOUTH-SOUTHWEST OF ELOY AND 2.9 MI (4.6 KM) NORTHWEST
 CZ2499'OF FRIENDLY CORNERS.
 CZ2499' 
 CZ2499'TO REACH FROM THE INTERSECTION OF SUNSHINE BOULEVARD AND INTERSTATE
 CZ2499'10, HEAD SOUTH ON SUNSHINE BOULEVARD FOR 6.0 MI (9.7 KM) TO PRETZER
 CZ2499'ROAD.  TURN RIGHT AND GO WEST ON PRETZER ROAD 2.0 MI (3.2 KM) TO
 CZ2499'INTERSECTION OF PRETZER ROAD AND TWEEDY ROAD.  MARK IS LOCATED ON THE
 CZ2499'NORTHEAST CORNER OF THE INTERSECTION, 45 FT (13.7 M) EAST OF
 CZ2499'CENTERLINE OF TWEEDY ROAD, 45 FT (13.7 M) NORTH OF CENTERLINE OF
 CZ2499'PRETZER ROAD, 20 FT (6 M) SOUTH OF AN IRRIGATION DITCH, AND 3.5 FT
 CZ2499'(1.1 M) EAST OF A POWER POLE.
 CZ2499' 
 CZ2499'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 CZ2499'OF A FIXED HEIGHT POLE.
 CZ2499
 CZ2499                          STATION RECOVERY (2008)
 CZ2499
 CZ2499'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2299 ***********************************************************************
 DU2299  DESIGNATION -  G 517
 DU2299  PID         -  DU2299
 DU2299  STATE/COUNTY-  AZ/MARICOPA
 DU2299  USGS QUAD   -  HIGLEY (1981)
 DU2299
 DU2299                         *CURRENT SURVEY CONTROL
 DU2299  ___________________________________________________________________
 DU2299* NAD 83(1986)-  33 20 08.     (N)    111 38 07.     (W)     SCALED    
 DU2299* NAVD 88     -       424.971  (meters)    1394.26   (feet)  ADJUSTED  
 DU2299  ___________________________________________________________________
 DU2299  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU2299  DYNAMIC HT  -         424.460 (meters)    1392.58  (feet)  COMP
 DU2299  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 DU2299
 DU2299  VERT ORDER  -  FIRST     CLASS II
 DU2299
 DU2299.The horizontal coordinates were scaled from a topographic map and have
 DU2299.an estimated accuracy of +/- 6 seconds.
 DU2299
 DU2299.The orthometric height was determined by differential leveling
 DU2299.and adjusted in November 1993.
 DU2299
 DU2299.The geoid height was determined by GEOID03.
 DU2299
 DU2299.The dynamic height is computed by dividing the NAVD 88
 DU2299.geopotential number by the normal gravity value computed on the
 DU2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2299.degrees latitude (g = 980.6199 gals.).
 DU2299
 DU2299.The modeled gravity was interpolated from observed gravity values.
 DU2299
 DU2299;                    North         East    Units  Estimated Accuracy
 DU2299;SPC AZ C     -   259,000.      239,550.      MT  (+/- 180 meters Scaled)
 DU2299
 DU2299                          SUPERSEDED SURVEY CONTROL
 DU2299
 DU2299.No superseded survey control is available for this station.
 DU2299
 DU2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408886(NAD 83)
 DU2299_MARKER: I = METAL ROD
 DU2299_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2299_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2299_STAMPING: G 517 1992
 DU2299_MARK LOGO: NGS   
 DU2299_PROJECTION: FLUSH
 DU2299_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2299+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2299_ROD/PIPE-DEPTH: 6.0  meters
 DU2299_SLEEVE-DEPTH  : 0.9 meters
 DU2299
 DU2299  HISTORY     - Date     Condition        Report By
 DU2299  HISTORY     - 1992     MONUMENTED       NGS
 DU2299  HISTORY     - 20061117 GOOD             GEOCAC
 DU2299
 DU2299                          STATION DESCRIPTION
 DU2299
 DU2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2299'9.8 KM (6.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2299'IN QUEEN CREEK, 15.4 M (50.5 FT) EAST OF AND LEVEL WITH THE ROAD
 DU2299'CENTERLINE, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND CHAIN-LINK
 DU2299'FENCE, AND ON THE EXTENDED CENTERLINE OF WARNER ROAD.  NOTE--ACCESS
 DU2299'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2299
 DU2299                          STATION RECOVERY (2006)
 DU2299
 DU2299'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2299'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU2299'THE DESCRIPTION   ELLSWORTH ROAD HAS BEEN WIDENED AND THE SHOULDER HAS
 DU2299'BEEN RAISED. THE MARK IS 10 FEET FROM THE EAST CURB OF NORTHBOUND
 DU2299'ELLSWORTH ROAD AND IS 1.5 FEET BELOW THE GROUND SURFACE. THE LOGO CAP
 DU2299'IS MISSING. HANDHELD COORDINATES
 DU2299'32 20 08.64 (N)   111 38 07.50 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2323 ***********************************************************************
 DU2323  DESIGNATION -  G 518
 DU2323  PID         -  DU2323
 DU2323  STATE/COUNTY-  AZ/MARICOPA
 DU2323  USGS QUAD   -  MESA (1982)
 DU2323
 DU2323                         *CURRENT SURVEY CONTROL
 DU2323  ___________________________________________________________________
 DU2323* NAD 83(1986)-  33 24 54.     (N)    111 49 13.     (W)     SCALED    
 DU2323* NAVD 88     -       377.377  (meters)    1238.11   (feet)  ADJUSTED  
 DU2323  ___________________________________________________________________
 DU2323  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2323  DYNAMIC HT  -         376.931 (meters)    1236.65  (feet)  COMP
 DU2323  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 DU2323
 DU2323  VERT ORDER  -  FIRST     CLASS II
 DU2323
 DU2323.The horizontal coordinates were scaled from a topographic map and have
 DU2323.an estimated accuracy of +/- 6 seconds.
 DU2323
 DU2323.The orthometric height was determined by differential leveling
 DU2323.and adjusted in November 1993.
 DU2323
 DU2323.The geoid height was determined by GEOID03.
 DU2323
 DU2323.The dynamic height is computed by dividing the NAVD 88
 DU2323.geopotential number by the normal gravity value computed on the
 DU2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2323.degrees latitude (g = 980.6199 gals.).
 DU2323
 DU2323.The modeled gravity was interpolated from observed gravity values.
 DU2323
 DU2323;                    North         East    Units  Estimated Accuracy
 DU2323;SPC AZ C     -   267,780.      222,330.      MT  (+/- 180 meters Scaled)
 DU2323
 DU2323                          SUPERSEDED SURVEY CONTROL
 DU2323
 DU2323.No superseded survey control is available for this station.
 DU2323
 DU2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB237975(NAD 83)
 DU2323_MARKER: I = METAL ROD
 DU2323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2323_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2323_STAMPING: G 518 1992
 DU2323_MARK LOGO: NGS   
 DU2323_PROJECTION: FLUSH
 DU2323_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2323+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2323_ROD/PIPE-DEPTH: 4.8  meters
 DU2323_SLEEVE-DEPTH  : 0.9 meters
 DU2323
 DU2323  HISTORY     - Date     Condition        Report By
 DU2323  HISTORY     - 1992     MONUMENTED       NGS
 DU2323  HISTORY     - 20051228 GOOD             GEOCAC
 DU2323
 DU2323                          STATION DESCRIPTION
 DU2323
 DU2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2323'1.8 KM (1.10 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2323'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU2323'THE SOUTHWEST BOUNDARY OF PIONEER PARK, 11.4 M (37.4 FT) NORTH OF AND
 DU2323'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 9.4
 DU2323'M (30.8 FT) EAST OF THE CENTER OF NORTH LESUEUR STREET, 5.0 M (16.4
 DU2323'FT) NORTHWEST OF THE CENTER OF A BELL SYSTEMS MANHOLE COVER, 2.7 M
 DU2323'(8.9 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 0.3 M (1.0 FT) SOUTH OF
 DU2323'THE SOUTH EDGE OF A SIDEWALK, AND 0.3 M (1.0 FT) EAST OF THE EAST
 DU2323'EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2323'5-INCH LOGO CAP.
 DU2323
 DU2323                          STATION RECOVERY (2005)
 DU2323
 DU2323'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2323'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2323'33 24 54.90 (N)   111 49 13.80 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2296 ***********************************************************************
 DV2296  DESIGNATION -  G 519
 DV2296  PID         -  DV2296
 DV2296  STATE/COUNTY-  AZ/MARICOPA
 DV2296  USGS QUAD   -  PHOENIX (1982)
 DV2296
 DV2296                         *CURRENT SURVEY CONTROL
 DV2296  ___________________________________________________________________
 DV2296* NAD 83(1986)-  33 25 42.     (N)    112 04 25.     (W)     SCALED    
 DV2296* NAVD 88     -       330.020  (meters)    1082.74   (feet)  ADJUSTED  
 DV2296  ___________________________________________________________________
 DV2296  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV2296  DYNAMIC HT  -         329.640 (meters)    1081.49  (feet)  COMP
 DV2296  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 DV2296
 DV2296  VERT ORDER  -  FIRST     CLASS II
 DV2296
 DV2296.The horizontal coordinates were scaled from a topographic map and have
 DV2296.an estimated accuracy of +/- 6 seconds.
 DV2296
 DV2296.The orthometric height was determined by differential leveling
 DV2296.and adjusted in November 1993.
 DV2296
 DV2296.The geoid height was determined by GEOID03.
 DV2296
 DV2296.The dynamic height is computed by dividing the NAVD 88
 DV2296.geopotential number by the normal gravity value computed on the
 DV2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2296.degrees latitude (g = 980.6199 gals.).
 DV2296
 DV2296.The modeled gravity was interpolated from observed gravity values.
 DV2296
 DV2296;                    North         East    Units  Estimated Accuracy
 DV2296;SPC AZ C     -   269,260.      198,770.      MT  (+/- 180 meters Scaled)
 DV2296
 DV2296                          SUPERSEDED SURVEY CONTROL
 DV2296
 DV2296.No superseded survey control is available for this station.
 DV2296
 DV2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001992(NAD 83)
 DV2296_MARKER: DV = VERTICAL CONTROL DISK
 DV2296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2296_SP_SET: ABUTMENT
 DV2296_STAMPING: G 519 1992
 DV2296_MARK LOGO: NGS   
 DV2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2296+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2296
 DV2296  HISTORY     - Date     Condition        Report By
 DV2296  HISTORY     - 1992     MONUMENTED       NGS
 DV2296  HISTORY     - 20060810 GOOD             GEOCAC
 DV2296
 DV2296                          STATION DESCRIPTION
 DV2296
 DV2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2296'IN PHOENIX, AT THE INTERSECTION OF SOUTH CENTRAL AVENUE AND
 DV2296'INTERSTATE HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE EAST
 DV2296'CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE AVENUE, 10.5 M (34.4
 DV2296'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, AND
 DV2296'1.5 M (4.9 FT) ABOVE THE GROUND SURFACE.
 DV2296
 DV2296                          STATION RECOVERY (2006)
 DV2296
 DV2296'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0040 ***********************************************************************
 GQ0040  DESIGNATION -  G 52
 GQ0040  PID         -  GQ0040
 GQ0040  STATE/COUNTY-  AZ/COCONINO
 GQ0040  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0040
 GQ0040                         *CURRENT SURVEY CONTROL
 GQ0040  ___________________________________________________________________
 GQ0040* NAD 83(1986)-  36 54 19.     (N)    112 23 44.     (W)     SCALED    
 GQ0040* NAVD 88     -      1548.389  (meters)    5080.01   (feet)  POSTED    
 GQ0040  ___________________________________________________________________
 GQ0040  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 GQ0040  DYNAMIC HT  -        1546.590 (meters)    5074.10  (feet)  COMP
 GQ0040  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 GQ0040
 GQ0040  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0040
 GQ0040.The horizontal coordinates were scaled from a topographic map and have
 GQ0040.an estimated accuracy of +/- 6 seconds.
 GQ0040
 GQ0040.The orthometric height was determined by differential leveling
 GQ0040.and adjusted by the  in 1992.
 GQ0040.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0040.rate of 0.0 thru 1.0 mm/km.
 GQ0040
 GQ0040.The geoid height was determined by GEOID03.
 GQ0040
 GQ0040.The dynamic height is computed by dividing the NAVD 88
 GQ0040.geopotential number by the normal gravity value computed on the
 GQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0040.degrees latitude (g = 980.6199 gals.).
 GQ0040
 GQ0040.The modeled gravity was interpolated from observed gravity values.
 GQ0040
 GQ0040;                    North         East    Units  Estimated Accuracy
 GQ0040;SPC AZ C     -   655,070.      170,690.      MT  (+/- 180 meters Scaled)
 GQ0040
 GQ0040                          SUPERSEDED SURVEY CONTROL
 GQ0040
 GQ0040  NGVD 29 (??/??/92) 1547.431  (m)         5076.86   (f) ADJ UNCH    1 2
 GQ0040
 GQ0040.Superseded values are not recommended for survey control.
 GQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0040.See file dsdata.txt to determine how the superseded data were derived.
 GQ0040
 GQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF756852(NAD 83)
 GQ0040_MARKER: DB = BENCH MARK DISK
 GQ0040_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0040_SP_SET: OUTCROP
 GQ0040_STAMPING: G 52 1934
 GQ0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0040+STABILITY: POSITION/ELEVATION WELL
 GQ0040
 GQ0040  HISTORY     - Date     Condition        Report By
 GQ0040  HISTORY     - 1934     MONUMENTED       CGS
 GQ0040  HISTORY     - 1954     GOOD             USGS
 GQ0040
 GQ0040                          STATION DESCRIPTION
 GQ0040
 GQ0040'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GQ0040'8.2 MI E FROM FREDONIS.
 GQ0040'8.5 MILES SOUTHEAST ALONG US ROUTE 89 FROM FREDONIA COURTHOUSE.  725
 GQ0040'FEET WEST OF INTERSECTION OF HIGHWAY AND ABAONDONED HIGHWAY.  61 FEET
 GQ0040'SOUTH OF OLD HIGHWAY, 20 FEET NORTH OF DRY WASH.  SET IN LIMESTONE
 GQ0040'OUTCROP FLUSH WITH THE GROUND AND ABOUT 10 FEET LOWER THAN OLD
 GQ0040'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2321 ***********************************************************************
 DV2321  DESIGNATION -  G 520
 DV2321  PID         -  DV2321
 DV2321  STATE/COUNTY-  AZ/MARICOPA
 DV2321  USGS QUAD   -  PERRYVILLE (1982)
 DV2321
 DV2321                         *CURRENT SURVEY CONTROL
 DV2321  ___________________________________________________________________
 DV2321* NAD 83(1986)-  33 23 00.     (N)    112 27 16.     (W)     SCALED    
 DV2321* NAVD 88     -       272.021  (meters)     892.46   (feet)  ADJUSTED  
 DV2321  ___________________________________________________________________
 DV2321  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV2321  DYNAMIC HT  -         271.711 (meters)     891.44  (feet)  COMP
 DV2321  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 DV2321
 DV2321  VERT ORDER  -  FIRST     CLASS II
 DV2321
 DV2321.The horizontal coordinates were scaled from a topographic map and have
 DV2321.an estimated accuracy of +/- 6 seconds.
 DV2321
 DV2321.The orthometric height was determined by differential leveling
 DV2321.and adjusted in November 1993.
 DV2321
 DV2321.The geoid height was determined by GEOID03.
 DV2321
 DV2321.The dynamic height is computed by dividing the NAVD 88
 DV2321.geopotential number by the normal gravity value computed on the
 DV2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2321.degrees latitude (g = 980.6199 gals.).
 DV2321
 DV2321.The modeled gravity was interpolated from observed gravity values.
 DV2321
 DV2321;                    North         East    Units  Estimated Accuracy
 DV2321;SPC AZ C     -   264,390.      163,330.      MT  (+/- 180 meters Scaled)
 DV2321
 DV2321                          SUPERSEDED SURVEY CONTROL
 DV2321
 DV2321.No superseded survey control is available for this station.
 DV2321
 DV2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB647947(NAD 83)
 DV2321_MARKER: I = METAL ROD
 DV2321_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2321_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2321_STAMPING: G 520 1992
 DV2321_MARK LOGO: NGS   
 DV2321_PROJECTION: FLUSH
 DV2321_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2321+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2321_ROD/PIPE-DEPTH: 19.2 meters
 DV2321_SLEEVE-DEPTH  : 0.9 meters
 DV2321
 DV2321  HISTORY     - Date     Condition        Report By
 DV2321  HISTORY     - 1992     MONUMENTED       NGS
 DV2321  HISTORY     - 20080513 POOR             GEOCAC
 DV2321
 DV2321                          STATION DESCRIPTION
 DV2321
 DV2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2321'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2321'BUCKEYE, THENCE 12.7 KM (7.90 MI) EASTERLY ALONG COUNTY ROAD 85, 12.8
 DV2321'M (42.0 FT) SOUTHEAST OF THE ROAD CENTERLINE, 9.6 M (31.5 FT)
 DV2321'NORTHEAST OF A FENCE CORNER, 4.7 M (15.4 FT) SOUTHWEST OF THE CENTER
 DV2321'OF A GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.6 M (2.0
 DV2321'FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 DV2321'POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2321
 DV2321                          STATION RECOVERY (2008)
 DV2321
 DV2321'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2321'RECOVERED AS DESCRIBED, IN POOR CONDITION. GPS (HH2) CO-ORDINATES N33
 DV2321'23.011' W112 27.262'. WITNESS POST IS IN PLACE NEXT TO A HOLE WITH A
 DV2321'ROD IN IT. LOGO COVER AND CONCRETE COLLAR ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2341 ***********************************************************************
 DV2341  DESIGNATION -  G 521
 DV2341  PID         -  DV2341
 DV2341  STATE/COUNTY-  AZ/MARICOPA
 DV2341  USGS QUAD   -  LAVEEN (1973)
 DV2341
 DV2341                         *CURRENT SURVEY CONTROL
 DV2341  ___________________________________________________________________
 DV2341* NAD 83(1986)-  33 16 25.     (N)    112 09 53.     (W)     SCALED    
 DV2341* NAVD 88     -       317.176  (meters)    1040.60   (feet)  ADJUSTED  
 DV2341  ___________________________________________________________________
 DV2341  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2341  DYNAMIC HT  -         316.812 (meters)    1039.41  (feet)  COMP
 DV2341  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DV2341
 DV2341  VERT ORDER  -  FIRST     CLASS II
 DV2341
 DV2341.The horizontal coordinates were scaled from a topographic map and have
 DV2341.an estimated accuracy of +/- 6 seconds.
 DV2341
 DV2341.The orthometric height was determined by differential leveling
 DV2341.and adjusted in August 1994.
 DV2341
 DV2341.The geoid height was determined by GEOID03.
 DV2341
 DV2341.The dynamic height is computed by dividing the NAVD 88
 DV2341.geopotential number by the normal gravity value computed on the
 DV2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2341.degrees latitude (g = 980.6199 gals.).
 DV2341
 DV2341.The modeled gravity was interpolated from observed gravity values.
 DV2341
 DV2341;                    North         East    Units  Estimated Accuracy
 DV2341;SPC AZ C     -   252,120.      190,250.      MT  (+/- 180 meters Scaled)
 DV2341
 DV2341                          SUPERSEDED SURVEY CONTROL
 DV2341
 DV2341.No superseded survey control is available for this station.
 DV2341
 DV2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB915822(NAD 83)
 DV2341_MARKER: I = METAL ROD
 DV2341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2341_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2341_STAMPING: G 521 1994
 DV2341_MARK LOGO: NGS   
 DV2341_PROJECTION: FLUSH
 DV2341_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2341+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2341_ROD/PIPE-DEPTH: 3.1  meters
 DV2341_SLEEVE-DEPTH  : 0.9 meters
 DV2341
 DV2341  HISTORY     - Date     Condition        Report By
 DV2341  HISTORY     - 1994     MONUMENTED       NGS
 DV2341  HISTORY     - 20060821 GOOD             GEOCAC
 DV2341
 DV2341                          STATION DESCRIPTION
 DV2341
 DV2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2341'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2341'LAVEEN, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG BELTLINE ROAD, 58.4 M
 DV2341'(191.6 FT) SOUTHWEST OF THE ROAD CENTERLINE, 9.8 M (32.2 FT) WEST OF
 DV2341'AND LEVEL WITH THE CENTER OF A DIRT ROAD, 4.1 M (13.5 FT) WEST OF THE
 DV2341'NORTHEAST CORNER OF A FENCE ENCLOSING A CEMETERY, AND 0.9 M (3.0 FT)
 DV2341'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DV2341'THROUGH A 5-INCH LOGO CAP.
 DV2341
 DV2341                          STATION RECOVERY (2006)
 DV2341
 DV2341'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2372 ***********************************************************************
 DU2372  DESIGNATION -  G 522
 DU2372  PID         -  DU2372
 DU2372  STATE/COUNTY-  AZ/MARICOPA
 DU2372  USGS QUAD   -  CHANDLER (1981)
 DU2372
 DU2372                         *CURRENT SURVEY CONTROL
 DU2372  ___________________________________________________________________
 DU2372* NAD 83(1986)-  33 19 39.     (N)    111 50 31.     (W)     SCALED    
 DU2372* NAVD 88     -       369.609  (meters)    1212.63   (feet)  ADJUSTED  
 DU2372  ___________________________________________________________________
 DU2372  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU2372  DYNAMIC HT  -         369.169 (meters)    1211.18  (feet)  COMP
 DU2372  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 DU2372
 DU2372  VERT ORDER  -  FIRST     CLASS II
 DU2372
 DU2372.The horizontal coordinates were scaled from a topographic map and have
 DU2372.an estimated accuracy of +/- 6 seconds.
 DU2372
 DU2372.The orthometric height was determined by differential leveling
 DU2372.and adjusted in August 1994.
 DU2372
 DU2372.The geoid height was determined by GEOID03.
 DU2372
 DU2372.The dynamic height is computed by dividing the NAVD 88
 DU2372.geopotential number by the normal gravity value computed on the
 DU2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2372.degrees latitude (g = 980.6199 gals.).
 DU2372
 DU2372.The modeled gravity was interpolated from observed gravity values.
 DU2372
 DU2372;                    North         East    Units  Estimated Accuracy
 DU2372;SPC AZ C     -   258,070.      220,320.      MT  (+/- 180 meters Scaled)
 DU2372
 DU2372                          SUPERSEDED SURVEY CONTROL
 DU2372
 DU2372.No superseded survey control is available for this station.
 DU2372
 DU2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216879(NAD 83)
 DU2372_MARKER: I = METAL ROD
 DU2372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2372_SP_SET: STAINLESS STEEL ROD
 DU2372_STAMPING: G 522 1994
 DU2372_MARK LOGO: NGS   
 DU2372_PROJECTION: FLUSH
 DU2372_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2372+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DU2372_ROD/PIPE-DEPTH: 3.6  meters
 DU2372
 DU2372  HISTORY     - Date     Condition        Report By
 DU2372  HISTORY     - 1994     MONUMENTED       NGS
 DU2372  HISTORY     - 20051112 GOOD             GEOCAC
 DU2372
 DU2372                          STATION DESCRIPTION
 DU2372
 DU2372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2372'IN CHANDLER, AT THE INTERSECTION OF ARIZONA AVENUE AND KNOX ROAD, 14.0
 DU2372'M (45.9 FT) WEST OF AND LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES
 DU2372'OF THE AVENUE, 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF THE
 DU2372'EASTBOUND LANES OF THE ROAD, 5.8 M (19.0 FT) SOUTH OF A FIRE HYDRANT,
 DU2372'2.0 M (6.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE FOOTING
 DU2372'FOR AN ECONOLITE SIGNAL BOX, AND 0.3 M (1.0 FT) NORTH OF THE
 DU2372'NORTHEAST CORNER OF A CONCRETE WALL.  NOTE--ACCESS TO THE DATUM POINT
 DU2372'IS THROUGH A 5-INCH LOGO CAP.
 DU2372
 DU2372                          STATION RECOVERY (2005)
 DU2372
 DU2372'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0668 ***********************************************************************
 FR0668  DESIGNATION -  G 53
 FR0668  PID         -  FR0668
 FR0668  STATE/COUNTY-  AZ/MOHAVE
 FR0668  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0668
 FR0668                         *CURRENT SURVEY CONTROL
 FR0668  ___________________________________________________________________
 FR0668* NAD 83(1986)-  35 33 20.     (N)    113 52 43.     (W)     SCALED    
 FR0668* NAVD 88     -       912.070  (meters)    2992.35   (feet)  POSTED    
 FR0668  ___________________________________________________________________
 FR0668  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FR0668  DYNAMIC HT  -         911.010 (meters)    2988.87  (feet)  COMP
 FR0668  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 FR0668
 FR0668  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0668
 FR0668.The horizontal coordinates were scaled from a topographic map and have
 FR0668.an estimated accuracy of +/- 6 seconds.
 FR0668
 FR0668.The orthometric height was determined by differential leveling
 FR0668.and adjusted by the  in 1992.
 FR0668.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0668.rate of 0.0 thru 1.0 mm/km.
 FR0668
 FR0668.The geoid height was determined by GEOID03.
 FR0668
 FR0668.The dynamic height is computed by dividing the NAVD 88
 FR0668.geopotential number by the normal gravity value computed on the
 FR0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0668.degrees latitude (g = 980.6199 gals.).
 FR0668
 FR0668.The modeled gravity was interpolated from observed gravity values.
 FR0668
 FR0668;                    North         East    Units  Estimated Accuracy
 FR0668;SPC AZ W     -   505,230.      201,700.      MT  (+/- 180 meters Scaled)
 FR0668
 FR0668                          SUPERSEDED SURVEY CONTROL
 FR0668
 FR0668  NGVD 29 (??/??/92)  911.297  (m)         2989.81   (f) ADJ UNCH    1 1
 FR0668
 FR0668.Superseded values are not recommended for survey control.
 FR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0668.See file dsdata.txt to determine how the superseded data were derived.
 FR0668
 FR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE390384(NAD 83)
 FR0668_MARKER: DB = BENCH MARK DISK
 FR0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0668_STAMPING: G 53 1934
 FR0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0668+STABILITY: SURFACE MOTION
 FR0668
 FR0668  HISTORY     - Date     Condition        Report By
 FR0668  HISTORY     - 1934     MONUMENTED       CGS
 FR0668  HISTORY     - 1940     GOOD             NGS
 FR0668
 FR0668                          STATION DESCRIPTION
 FR0668
 FR0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0668'15.6 MI N FROM HACKBERRY.
 FR0668'15.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0668'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 2.7 MILES
 FR0668'NORTHWEST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 0.5 MILE
 FR0668'SOUTHEAST OF A CATTLE GUARD, 11 FEET WEST OF THE CENTERLINE OF THE
 FR0668'ROAD, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FR0668'DISK, STAMPED G 53 1934, AND SET IN THE TOP OF A CONCRETE POST
 FR0668'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0400 ***********************************************************************
 GR0400  DESIGNATION -  G 54
 GR0400  PID         -  GR0400
 GR0400  STATE/COUNTY-  AZ/MOHAVE
 GR0400  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0400
 GR0400                         *CURRENT SURVEY CONTROL
 GR0400  ___________________________________________________________________
 GR0400* NAD 83(1986)-  36 06 56.     (N)    114 01 16.     (W)     SCALED    
 GR0400* NAVD 88     -       488.545  (meters)    1602.83   (feet)  POSTED    
 GR0400  ___________________________________________________________________
 GR0400  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0400  DYNAMIC HT  -         488.050 (meters)    1601.21  (feet)  COMP
 GR0400  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 GR0400
 GR0400  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0400
 GR0400.The horizontal coordinates were scaled from a topographic map and have
 GR0400.an estimated accuracy of +/- 6 seconds.
 GR0400
 GR0400.The orthometric height was determined by differential leveling
 GR0400.and adjusted by the  in 1992.
 GR0400.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0400.rate of 0.0 thru 1.0 mm/km.
 GR0400
 GR0400.The geoid height was determined by GEOID03.
 GR0400
 GR0400.The dynamic height is computed by dividing the NAVD 88
 GR0400.geopotential number by the normal gravity value computed on the
 GR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0400.degrees latitude (g = 980.6199 gals.).
 GR0400
 GR0400.The modeled gravity was interpolated from observed gravity values.
 GR0400
 GR0400;                    North         East    Units  Estimated Accuracy
 GR0400;SPC AZ W     -   567,390.      188,950.      MT  (+/- 180 meters Scaled)
 GR0400
 GR0400                          SUPERSEDED SURVEY CONTROL
 GR0400
 GR0400  NGVD 29 (??/??/92)  487.857  (m)         1600.58   (f) ADJ UNCH    1 1
 GR0400
 GR0400.Superseded values are not recommended for survey control.
 GR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0400.See file dsdata.txt to determine how the superseded data were derived.
 GR0400
 GR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA681008(NAD 83)
 GR0400_MARKER: DB = BENCH MARK DISK
 GR0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0400_STAMPING: G 54 1934
 GR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0400+STABILITY: SURFACE MOTION
 GR0400
 GR0400  HISTORY     - Date     Condition        Report By
 GR0400  HISTORY     - 1934     MONUMENTED       CGS
 GR0400  HISTORY     - 1950     GOOD             NGS
 GR0400
 GR0400                          STATION DESCRIPTION
 GR0400
 GR0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0400'1.1 MI SW FROM PIERCES FERRY.
 GR0400'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0400'STATION AT PIERCES FERRY, THENCE 0.6 MILE SOUTHWEST ALONG AN OLD
 GR0400'ABANDONED ROAD, ON THE OUTSIDE OF A CURVE, ON THE TOP OF A NARROW
 GR0400'RIDGE, AT A POINT WHERE THE ROAD STARTS DESCENDING TO LAKE MEAD, 95
 GR0400'FEET WEST OF THE APPROXIMATE CENTER OF A DEEP WASH, 20 FEET SOUTHEAST
 GR0400'OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST,
 GR0400'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GR0400'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0140 ***********************************************************************
 GQ0140  DESIGNATION -  G 55
 GQ0140  PID         -  GQ0140
 GQ0140  STATE/COUNTY-  AZ/MOHAVE
 GQ0140  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0140
 GQ0140                         *CURRENT SURVEY CONTROL
 GQ0140  ___________________________________________________________________
 GQ0140* NAD 83(1986)-  36 50 49.     (N)    113 58 41.     (W)     SCALED    
 GQ0140* NAVD 88     -       525.958  (meters)    1725.58   (feet)  ADJUSTED  
 GQ0140  ___________________________________________________________________
 GQ0140  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 GQ0140  DYNAMIC HT  -         525.429 (meters)    1723.85  (feet)  COMP
 GQ0140  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 GQ0140
 GQ0140  VERT ORDER  -  FIRST     CLASS I
 GQ0140
 GQ0140.The horizontal coordinates were scaled from a topographic map and have
 GQ0140.an estimated accuracy of +/- 6 seconds.
 GQ0140
 GQ0140.The orthometric height was determined by differential leveling
 GQ0140.and adjusted in June 1991.
 GQ0140
 GQ0140.The geoid height was determined by GEOID03.
 GQ0140
 GQ0140.The dynamic height is computed by dividing the NAVD 88
 GQ0140.geopotential number by the normal gravity value computed on the
 GQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0140.degrees latitude (g = 980.6199 gals.).
 GQ0140
 GQ0140.The modeled gravity was interpolated from observed gravity values.
 GQ0140
 GQ0140;                    North         East    Units  Estimated Accuracy
 GQ0140;SPC AZ W     -   648,530.      193,020.      MT  (+/- 180 meters Scaled)
 GQ0140
 GQ0140                          SUPERSEDED SURVEY CONTROL
 GQ0140
 GQ0140  NGVD 29 (??/??/92)  525.231  (m)         1723.20   (f) ADJ UNCH    1 1
 GQ0140
 GQ0140.Superseded values are not recommended for survey control.
 GQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0140.See file dsdata.txt to determine how the superseded data were derived.
 GQ0140
 GQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF344820(NAD 83)
 GQ0140_MARKER: DB = BENCH MARK DISK
 GQ0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GQ0140_SP_SET: ABUTMENT
 GQ0140_STAMPING: G 55 1934
 GQ0140_MARK LOGO: CGS   
 GQ0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0140
 GQ0140  HISTORY     - Date     Condition        Report By
 GQ0140  HISTORY     - 1934     MONUMENTED       CGS
 GQ0140  HISTORY     - 1960     GOOD             NGS
 GQ0140  HISTORY     - 1979     GOOD             USGS
 GQ0140  HISTORY     - 1982     GOOD             NGS
 GQ0140
 GQ0140                          STATION DESCRIPTION
 GQ0140
 GQ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0140'6.3 MI NE FROM MESQUITE, NV.
 GQ0140'IN MOHAVE COUNTY, ARIZONA, 6.3 MILES NORTHEAST ALONG U. S. HIGHWAY 91
 GQ0140'FROM THE POST OFFICE AT MESQUITE, CLARK COUNTY, NEVADA AT THE NORTH
 GQ0140'END OF A 100-FOOT WOODEN BRIDGE OVER BIG BEND CREEK, IN THE EAST END
 GQ0140'OF THE NORTH CONCRETE ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE
 GQ0140'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 55
 GQ0140'1934.
 GQ0140
 GQ0140                          STATION RECOVERY (1979)
 GQ0140
 GQ0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0140'4.15 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE
 GQ0140'ON INTERSTATE HIGHWAY 15. AT THE NORTH END OF A 100 FOOT WOODEN
 GQ0140'BRIDGE OVER BIG BEND WASH, IN THE EAST END OF THE NORTH CONCRETE
 GQ0140'ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, AND
 GQ0140'LEVEL WITH THE HIGHWAY. A STANDARD USC AND GS BRONZE DISK, STAMPED G
 GQ0140'55 1934.
 GQ0140
 GQ0140                          STATION RECOVERY (1982)
 GQ0140
 GQ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0140'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0140'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0140'MESQUITE, THENCE 9.65 KM (6.05 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0140'IN TOP OF THE SOUTH END OF THE CONCRETE ABUTMENT AT THE NORTHEAST END
 GQ0140'OF THE WOODEN BRIDGE OVER BIG BEND WASH, 3.6 METERS (12 FT) SOUTHEAST
 GQ0140'OF THE HIGHWAY CENTERLINE.
 GQ0140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0201 ***********************************************************************
 DV0201  DESIGNATION -  G 56
 DV0201  PID         -  DV0201
 DV0201  STATE/COUNTY-  AZ/MARICOPA
 DV0201  USGS QUAD   -  GLENDALE (1982)
 DV0201
 DV0201                         *CURRENT SURVEY CONTROL
 DV0201  ___________________________________________________________________
 DV0201* NAD 83(1986)-  33 30 35.     (N)    112 09 06.     (W)     SCALED    
 DV0201* NAVD 88     -       348.00   (+/-2cm)    1141.7    (feet)  VERTCON   
 DV0201  ___________________________________________________________________
 DV0201  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0201
 DV0201.The horizontal coordinates were scaled from a topographic map and have
 DV0201.an estimated accuracy of +/- 6 seconds.
 DV0201
 DV0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0201.The vertical order pertains to the NGVD 29 superseded value.
 DV0201
 DV0201.The geoid height was determined by GEOID03.
 DV0201
 DV0201;                    North         East    Units  Estimated Accuracy
 DV0201;SPC AZ C     -   278,300.      191,530.      MT  (+/- 180 meters Scaled)
 DV0201
 DV0201                          SUPERSEDED SURVEY CONTROL
 DV0201
 DV0201  NGVD 29 (??/??/92)  347.42   (m)         1139.8    (f) COMPUTED    2 0
 DV0201
 DV0201.Superseded values are not recommended for survey control.
 DV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0201.See file dsdata.txt to determine how the superseded data were derived.
 DV0201
 DV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC930083(NAD 83)
 DV0201_MARKER: DB = BENCH MARK DISK
 DV0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0201_STAMPING: G 56 1934
 DV0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0201+STABILITY: SURFACE MOTION
 DV0201
 DV0201  HISTORY     - Date     Condition        Report By
 DV0201  HISTORY     - 1934     MONUMENTED       CGS
 DV0201  HISTORY     - 1949     MARK NOT FOUND   NGS
 DV0201
 DV0201                          STATION DESCRIPTION
 DV0201
 DV0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0201'6.2 MI W FROM PHOENIX.
 DV0201'6.2 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT PHOENIX, MARICOPA
 DV0201'COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 80 AND THE BLACK CANYON
 DV0201'ROAD, LEADING NORTH TO PRESCOTT, 43 FEET WEST OF THE BLACK CANYON
 DV0201'ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 22 FEET WEST
 DV0201'OF AN IRRIGATION HEADGATE.  THE POST PROJECTS 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0182 ***********************************************************************
 ET0182  DESIGNATION -  G 57
 ET0182  PID         -  ET0182
 ET0182  STATE/COUNTY-  AZ/YAVAPAI
 ET0182  USGS QUAD   -  BUMBLE BEE (1969)
 ET0182
 ET0182                         *CURRENT SURVEY CONTROL
 ET0182  ___________________________________________________________________
 ET0182* NAD 83(1986)-  34 07 47.     (N)    112 09 51.     (W)     SCALED    
 ET0182* NAVD 88     -       787.07   (+/-2cm)    2582.2    (feet)  VERTCON   
 ET0182  ___________________________________________________________________
 ET0182  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 ET0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0182
 ET0182.The horizontal coordinates were scaled from a topographic map and have
 ET0182.an estimated accuracy of +/- 6 seconds.
 ET0182
 ET0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0182.The vertical order pertains to the NGVD 29 superseded value.
 ET0182
 ET0182.The geoid height was determined by GEOID03.
 ET0182
 ET0182;                    North         East    Units  Estimated Accuracy
 ET0182;SPC AZ C     -   347,070.      190,530.      MT  (+/- 180 meters Scaled)
 ET0182
 ET0182                          SUPERSEDED SURVEY CONTROL
 ET0182
 ET0182  NGVD 29 (??/??/92)  786.421  (m)         2580.12   (f) ADJ UNCH    2 0
 ET0182
 ET0182.Superseded values are not recommended for survey control.
 ET0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0182.See file dsdata.txt to determine how the superseded data were derived.
 ET0182
 ET0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC926771(NAD 83)
 ET0182_MARKER: DB = BENCH MARK DISK
 ET0182_SETTING: 66 = SET IN ROCK OUTCROP
 ET0182_SP_SET: GRANITE ROCK
 ET0182_STAMPING: G 57 1934
 ET0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0182+STABILITY: POSITION/ELEVATION WELL
 ET0182
 ET0182  HISTORY     - Date     Condition        Report By
 ET0182  HISTORY     - 1934     MONUMENTED       CGS
 ET0182  HISTORY     - 20080817 MARK NOT FOUND   GEOCAC
 ET0182
 ET0182                          STATION DESCRIPTION
 ET0182
 ET0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0182'6.8 MI N FROM ROCK SPRINGS.
 ET0182'6.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT ROCK
 ET0182'SPRINGS (FORMERLY CANON), YAVAPAI COUNTY, 100 FEET NORTHWEST OF THE
 ET0182'SUMMIT OF BLACK CANYON HILL, 125 YARDS SOUTH OF A LARGE WASH, 50 FEET
 ET0182'NORTHEAST OF A GALVANIZED-IRON CULVERT, AT A SHARP TURN IN THE
 ET0182'HIGHWAY, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A LARGE
 ET0182'LEDGE, AND IN THE TOP OF A LARGE FLAT GRANITE ROCK.  A STANDARD DISK,
 ET0182'STAMPED G 57 1934.  NOTE-- A NEW HIGHWAY HAS BEEN BUILT EAST OF THE
 ET0182'OLD ONE.  THE MARK IS LOCATED ALONG THE OLD HIGHWAY.
 ET0182
 ET0182                          STATION RECOVERY (2008)
 ET0182
 ET0182'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0182'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0182'MARK. THERE ARE SEVERAL GRANITE OUTCROPS IN THE VICINITY. ALL WERE
 ET0182'SEARCHED BUT NONE HELD THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0716 ***********************************************************************
 DU0716  DESIGNATION -  G 58
 DU0716  PID         -  DU0716
 DU0716  STATE/COUNTY-  AZ/MARICOPA
 DU0716  USGS QUAD   -  CHANDLER (1981)
 DU0716
 DU0716                         *CURRENT SURVEY CONTROL
 DU0716  ___________________________________________________________________
 DU0716* NAD 83(1986)-  33 21 05.     (N)    111 49 59.     (W)     SCALED    
 DU0716* NAVD 88     -       370.38   (+/-2cm)    1215.2    (feet)  VERTCON   
 DU0716  ___________________________________________________________________
 DU0716  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0716
 DU0716.The horizontal coordinates were scaled from a topographic map and have
 DU0716.an estimated accuracy of +/- 6 seconds.
 DU0716
 DU0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0716.The vertical order pertains to the NGVD 29 superseded value.
 DU0716
 DU0716.The geoid height was determined by GEOID03.
 DU0716
 DU0716;                    North         East    Units  Estimated Accuracy
 DU0716;SPC AZ C     -   260,720.      221,140.      MT  (+/- 180 meters Scaled)
 DU0716
 DU0716                          SUPERSEDED SURVEY CONTROL
 DU0716
 DU0716  NGVD 29 (??/??/92)  369.830  (m)         1213.35   (f) ADJ UNCH    2 0
 DU0716
 DU0716.Superseded values are not recommended for survey control.
 DU0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0716.See file dsdata.txt to determine how the superseded data were derived.
 DU0716
 DU0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224905(NAD 83)
 DU0716_MARKER: DB = BENCH MARK DISK
 DU0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0716_STAMPING: G-58 1934
 DU0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0716+STABILITY: SURFACE MOTION
 DU0716
 DU0716  HISTORY     - Date     Condition        Report By
 DU0716  HISTORY     - 1934     MONUMENTED       CGS
 DU0716  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0716  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU0716  HISTORY     - 20061207 MARK NOT FOUND   GEOCAC
 DU0716
 DU0716                          STATION DESCRIPTION
 DU0716
 DU0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0716'4.1 MI S FROM MESA.
 DU0716'4.1 MI SOUTH ON S.P. RY, FROM DEPOT (3.2 MI NORTH OF CHANDLER) 9 FEET
 DU0716'SOUTH OF MILE POLE NO. 926, 48 FEET EAST OF THE CENTERLINE OF THE
 DU0716'TRACK AND IN THE LINE OF TELEPHONE POLES.
 DU0716
 DU0716                          STATION RECOVERY (1994)
 DU0716
 DU0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0716'MARK NOT FOUND.
 DU0716
 DU0716                          STATION RECOVERY (2005)
 DU0716
 DU0716'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0716'FOUND MILE POLE 926, BUT 48 FEET EAST OF THE POLE IS A FARMERS FIELD
 DU0716'AND PILES OF DIRT AND GRAVEL.
 DU0716
 DU0716                          STATION RECOVERY (2006)
 DU0716
 DU0716'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0161 ***********************************************************************
 FQ0161  DESIGNATION -  G 6
 FQ0161  PID         -  FQ0161
 FQ0161  STATE/COUNTY-  AZ/COCONINO
 FQ0161  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0161
 FQ0161                         *CURRENT SURVEY CONTROL
 FQ0161  ___________________________________________________________________
 FQ0161* NAD 83(1986)-  35 52 34.     (N)    111 24 43.     (W)     SCALED    
 FQ0161* NAVD 88     -      1280.186  (meters)    4200.08   (feet)  ADJUSTED  
 FQ0161  ___________________________________________________________________
 FQ0161  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0161  DYNAMIC HT  -        1278.594 (meters)    4194.85  (feet)  COMP
 FQ0161  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 FQ0161
 FQ0161  VERT ORDER  -  FIRST     CLASS II
 FQ0161
 FQ0161.The horizontal coordinates were scaled from a topographic map and have
 FQ0161.an estimated accuracy of +/- 6 seconds.
 FQ0161
 FQ0161.The orthometric height was determined by differential leveling
 FQ0161.and adjusted in June 1991.
 FQ0161
 FQ0161.The geoid height was determined by GEOID03.
 FQ0161
 FQ0161.The dynamic height is computed by dividing the NAVD 88
 FQ0161.geopotential number by the normal gravity value computed on the
 FQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0161.degrees latitude (g = 980.6199 gals.).
 FQ0161
 FQ0161.The modeled gravity was interpolated from observed gravity values.
 FQ0161
 FQ0161;                    North         East    Units  Estimated Accuracy
 FQ0161;SPC AZ C     -   540,890.      258,930.      MT  (+/- 180 meters Scaled)
 FQ0161
 FQ0161                          SUPERSEDED SURVEY CONTROL
 FQ0161
 FQ0161  NGVD 29 (??/??/92) 1279.323  (m)         4197.25   (f) ADJ UNCH    1 2
 FQ0161
 FQ0161.Superseded values are not recommended for survey control.
 FQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0161.See file dsdata.txt to determine how the superseded data were derived.
 FQ0161
 FQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE628702(NAD 83)
 FQ0161_MARKER: DB = BENCH MARK DISK
 FQ0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0161_SP_SET: ABUTMENT
 FQ0161_STAMPING: ELEV 4197.246 FT G 6 1921
 FQ0161_MARK LOGO: CGS   
 FQ0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0161
 FQ0161  HISTORY     - Date     Condition        Report By
 FQ0161  HISTORY     - 1921     MONUMENTED       CGS
 FQ0161  HISTORY     - 1955     GOOD             NGS
 FQ0161  HISTORY     - 1983     GOOD             NGS
 FQ0161
 FQ0161                          STATION DESCRIPTION
 FQ0161
 FQ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0161'IN CAMERON.
 FQ0161'AT CAMERON, COCONINO COUNTY, AT THE SUSPENSION BRIDGE OVER LITTLE
 FQ0161'COLORADO RIVER, IN THE TOP OF THE EAST WINGWALL OF THE SOUTH ABUTMENT,
 FQ0161'13.5 FEET NORTH OF THE SOUTH END OF THE WALL, AND 9 INCHES WEST OF THE
 FQ0161'EAST FACE.  A STANDARD DISK, STAMPED ELEV 4197.246 FT G 6 1921.
 FQ0161
 FQ0161                          STATION RECOVERY (1983)
 FQ0161
 FQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0161'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0161'0.2 KM (0.1 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0161'CAMERON, IN THE TOP CENTER OF THE SOUTHEAST WINGWALL FOR THE
 FQ0161'SUSPENSION BRIDGE OVER THE LITTLE COLORADO RIVER, 91.4 METERS (100 FT)
 FQ0161'WEST OF THE CENTER OF THE NEW BRIDGE, 3.9 METERS (13.5 FT) NORTHWEST
 FQ0161'OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL.
 FQ0161'THE MARK IS 3.0 M BELOW THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0543 ***********************************************************************
 FS0543  DESIGNATION -  G 60
 FS0543  PID         -  FS0543
 FS0543  STATE/COUNTY-  AZ/MOHAVE
 FS0543  USGS QUAD   -  CHLORIDE (1968)
 FS0543
 FS0543                         *CURRENT SURVEY CONTROL
 FS0543  ___________________________________________________________________
 FS0543* NAD 83(2007)-  35 24 53.93634(N)    114 12 39.86407(W)     ADJUSTED  
 FS0543* NAVD 88     -      1206.242  (meters)    3957.48   (feet)  ADJUSTED  
 FS0543  ___________________________________________________________________
 FS0543  EPOCH DATE  -        2007.00
 FS0543  X           -  -2,134,502.574 (meters)                     COMP
 FS0543  Y           -  -4,747,029.696 (meters)                     COMP
 FS0543  Z           -   3,676,167.347 (meters)                     COMP
 FS0543  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 FS0543  ELLIP HEIGHT-        1178.054 (meters)          (03/02/09) ADJUSTED
 FS0543  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FS0543  DYNAMIC HT  -        1204.806 (meters)    3952.77  (feet)  COMP
 FS0543  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 FS0543  OBS GRAVITY -     979,402.7   (mgal)                       GRAV_OBS
 FS0543
 FS0543  HORZ ORDER  -  A
 FS0543  VERT ORDER  -  FIRST     CLASS II
 FS0543  ELLP ORDER  -  FOURTH    CLASS I
 FS0543
 FS0543.The horizontal coordinates were established by GPS observations
 FS0543.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS0543
 FS0543.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0543.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0543.The horizontal coordinates are valid at the epoch date displayed above.
 FS0543.The epoch date for horizontal control is a decimal equivalence
 FS0543.of Year/Month/Day.
 FS0543
 FS0543.The orthometric height was determined by differential leveling
 FS0543.and adjusted in June 1991.
 FS0543
 FS0543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0543
 FS0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0543
 FS0543.The ellipsoidal height was determined by GPS observations
 FS0543.and is referenced to NAD 83.
 FS0543
 FS0543.The geoid height was determined by GEOID03.
 FS0543
 FS0543.The dynamic height is computed by dividing the NAVD 88
 FS0543.geopotential number by the normal gravity value computed on the
 FS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0543.degrees latitude (g = 980.6199 gals.).
 FS0543
 FS0543.The modeled gravity was interpolated from observed gravity values.
 FS0543.The observed gravity was obtained from relative gravimeter ties
 FS0543.to the IGSN71 gravity network.
 FS0543
 FS0543;                    North         East     Units Scale Factor Converg.
 FS0543;SPC AZ W     -   489,723.529   171,485.704   MT  0.99995493   -0 16 01.9
 FS0543;SPC AZ W     - 1,606,704.49    562,617.14   iFT  0.99995493   -0 16 01.9
 FS0543;UTM  11      - 3,922,637.828   753,235.753   MT  1.00039036   +1 37 01.3
 FS0543
 FS0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0543!SPC AZ W     -   0.99981513  x   0.99995493  =   0.99977007
 FS0543!UTM  11      -   0.99981513  x   1.00039036  =   1.00020541
 FS0543
 FS0543                          SUPERSEDED SURVEY CONTROL
 FS0543
 FS0543  NAVD 88 (03/02/09) 1206.24   (m)         3957.5    (f) LEVELING    3  
 FS0543  NGVD 29 (??/??/92) 1205.418  (m)         3954.78   (f) ADJ UNCH    1 2
 FS0543
 FS0543.Superseded values are not recommended for survey control.
 FS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0543.See file dsdata.txt to determine how the superseded data were derived.
 FS0543
 FS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5323622638(NAD 83)
 FS0543_MARKER: DB = BENCH MARK DISK
 FS0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0543_STAMPING: G 60 1934
 FS0543_MARK LOGO: CGS   
 FS0543_PROJECTION: PROJECTING 16 CENTIMETERS
 FS0543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0543+STABILITY: SURFACE MOTION
 FS0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0543+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 FS0543
 FS0543  HISTORY     - Date     Condition        Report By
 FS0543  HISTORY     - 1934     MONUMENTED       CGS
 FS0543  HISTORY     - 1940     GOOD             NGS
 FS0543  HISTORY     - 1982     GOOD             NGS
 FS0543  HISTORY     - 1982     GOOD             NGS
 FS0543  HISTORY     - 20081114 GOOD             GEOANA
 FS0543
 FS0543                          STATION DESCRIPTION
 FS0543
 FS0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0543'0.8 MI NW FROM CHLORIDE.
 FS0543'0.8 MILE NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, ABOUT 400
 FS0543'FEET NORTHWEST OF A LARGE CONCRETE CULVERT ON STATE HIGHWAY 62, 30
 FS0543'FEET WEST OF THE CENTER OF A WASH CROSSING THE ROAD, 27 FEET
 FS0543'SOUTH OF THE CENTERLINE OF THE OLD ROAD AND 2 FEET EAST OF A
 FS0543'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 60 1934
 FS0543'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FS0543'ABOVE GROUND.
 FS0543
 FS0543                          STATION RECOVERY (1982)
 FS0543
 FS0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0543'1.3 KM (0.8 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0543'IN CHLORIDE, 0.4 KM (0.25 MI) WEST OF THE SOUTHWEST CORNER OF A SCHOOL
 FS0543'YARD, 121.9 METERS (400 FT) NORTHWEST OF A CULVERT UNDER STATE HIGHWAY
 FS0543'62, 9.1 METERS (30 FT) WEST OF A WASH, 8.2 METERS (27 FT) SOUTH OF THE
 FS0543'CENTERLINE OF THE OLD HIGHWAY.
 FS0543'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0543'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0543
 FS0543                          STATION RECOVERY (1982)
 FS0543
 FS0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0543'1.3 KM (0.8 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0543'IN CHLORIDE, 0.4 KM (0.25 MI) WEST OF THE SOUTHWEST CORNER OF A SCHOOL
 FS0543'YARD, 121.9 METERS (400 FT) NORTHWEST OF A CULVERT UNDER STATE HIGHWAY
 FS0543'62, 9.1 METERS (30 FT) WEST OF A WASH, 8.2 METERS (27 FT) SOUTH OF THE
 FS0543'CENTERLINE OF THE OLD HIGHWAY.
 FS0543'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0543'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0543
 FS0543                          STATION RECOVERY (2008)
 FS0543
 FS0543'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0543'RECOVERED AS DESCRIBED.  A NEW DESCRIPTION PREPARED BY ROLAND HULSE
 FS0543'(MOHAVE COUNTY) FOLLOWS.
 FS0543' 
 FS0543'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 FS0543'CERBAT, 3.0 MI (4.8 KM) EAST-NORTHEAST OF GRASSHOPPER JUNCTION AND 0.7
 FS0543'MI (1.1 KM) WEST OF CHLORIDE.
 FS0543' 
 FS0543'TO REACH FROM THE INTERSECTION OF HIGHWAY 68 AND HIGHWAY 93, GO NORTH
 FS0543'ON HIGHWAY 93 FOR 14.7 MI (23.7 KM) TO CHLORIDE ROAD.  TURN RIGHT
 FS0543'(EAST) ONTO CHLORIDE ROAD AND GO 3 MI (4.8 KM) TO OLD CHLORIDE ROAD.
 FS0543'GO NORTH ON OLD CHLORIDE ROAD 0.1 MI (0.2 KM) TO FORK IN ROAD.  TAKE
 FS0543'RIGHT FORK AND GO EAST 0.25 MI (0.4 KM) TO STATION ON THE RIGHT.  THE
 FS0543'STATION IS A 3 INCH (8 CM) BRASS DISK IN CONCRETE MONUMENT LOCATED 27
 FS0543'FT (8.2 M) SOUTH FROM EDGE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0023 ***********************************************************************
 FR0023  DESIGNATION -  G 61
 FR0023  PID         -  FR0023
 FR0023  STATE/COUNTY-  AZ/COCONINO
 FR0023  USGS QUAD   -  MILLER TANK (1981)
 FR0023
 FR0023                         *CURRENT SURVEY CONTROL
 FR0023  ___________________________________________________________________
 FR0023* NAD 83(1986)-  35 43 48.     (N)    112 15 12.     (W)     SCALED    
 FR0023* NAVD 88     -      1760.861  (meters)    5777.09   (feet)  POSTED    
 FR0023  ___________________________________________________________________
 FR0023  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0023  DYNAMIC HT  -        1758.560 (meters)    5769.54  (feet)  COMP
 FR0023  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 FR0023
 FR0023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0023
 FR0023.The horizontal coordinates were scaled from a topographic map and have
 FR0023.an estimated accuracy of +/- 6 seconds.
 FR0023
 FR0023.The orthometric height was determined by differential leveling
 FR0023.and adjusted by the  in 1992.
 FR0023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0023.rate of 0.0 thru 1.0 mm/km.
 FR0023
 FR0023.The geoid height was determined by GEOID03.
 FR0023
 FR0023.The dynamic height is computed by dividing the NAVD 88
 FR0023.geopotential number by the normal gravity value computed on the
 FR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0023.degrees latitude (g = 980.6199 gals.).
 FR0023
 FR0023.The modeled gravity was interpolated from observed gravity values.
 FR0023
 FR0023;                    North         East    Units  Estimated Accuracy
 FR0023;SPC AZ C     -   524,610.      182,910.      MT  (+/- 180 meters Scaled)
 FR0023
 FR0023                          SUPERSEDED SURVEY CONTROL
 FR0023
 FR0023  NGVD 29 (??/??/92) 1760.014  (m)         5774.31   (f) ADJ UNCH    2 0
 FR0023
 FR0023.Superseded values are not recommended for survey control.
 FR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0023.See file dsdata.txt to determine how the superseded data were derived.
 FR0023
 FR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE866547(NAD 83)
 FR0023_MARKER: DB = BENCH MARK DISK
 FR0023_SETTING: 80 = SET IN A BOULDER
 FR0023_SP_SET: BOULDER
 FR0023_STAMPING: G 61 1934
 FR0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0023+STABILITY: SURFACE MOTION
 FR0023
 FR0023  HISTORY     - Date     Condition        Report By
 FR0023  HISTORY     - 1934     MONUMENTED       CGS
 FR0023
 FR0023                          STATION DESCRIPTION
 FR0023
 FR0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0023'28.5 MI S FROM GRAND CANYON.
 FR0023'ABOUT 28-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0023'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 7
 FR0023'POLES NORTH OF MILEPOST 35, 24 FEET SOUTHEAST OF THE SOUTHEAST END OF
 FR0023'BRIDGE 36 B, 47 FEET EAST OF A ROW OF POLES, AT THE NORTH END OF A
 FR0023'5-FOOT LIMESTONE CUT, 20 FEET EAST OF THE CENTER LINE OF THE TRACK,
 FR0023'AND IN THE TOP OF A LIMESTONE BOULDER.  A STANDARD DISK, STAMPED G 61
 FR0023'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0317 ***********************************************************************
 GP0317  DESIGNATION -  G 62
 GP0317  PID         -  GP0317
 GP0317  STATE/COUNTY-  AZ/COCONINO
 GP0317  USGS QUAD   -  DESERT VIEW (1988)
 GP0317
 GP0317                         *CURRENT SURVEY CONTROL
 GP0317  ___________________________________________________________________
 GP0317* NAD 83(1986)-  36 00 07.     (N)    111 47 54.     (W)     SCALED    
 GP0317* NAVD 88     -      2085.989  (meters)    6843.78   (feet)  POSTED    
 GP0317  ___________________________________________________________________
 GP0317  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 GP0317  DYNAMIC HT  -        2083.190 (meters)    6834.60  (feet)  COMP
 GP0317  MODELED GRAV-     979,213.5   (mgal)                       NAVD 88
 GP0317
 GP0317  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0317
 GP0317.The horizontal coordinates were scaled from a topographic map and have
 GP0317.an estimated accuracy of +/- 6 seconds.
 GP0317
 GP0317.The orthometric height was determined by differential leveling
 GP0317.and adjusted by the  in 1992.
 GP0317.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0317.rate of 0.0 thru 1.0 mm/km.
 GP0317
 GP0317.The geoid height was determined by GEOID03.
 GP0317
 GP0317.The dynamic height is computed by dividing the NAVD 88
 GP0317.geopotential number by the normal gravity value computed on the
 GP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0317.degrees latitude (g = 980.6199 gals.).
 GP0317
 GP0317.The modeled gravity was interpolated from observed gravity values.
 GP0317
 GP0317;                    North         East    Units  Estimated Accuracy
 GP0317;SPC AZ C     -   554,740.      224,030.      MT  (+/- 180 meters Scaled)
 GP0317
 GP0317                          SUPERSEDED SURVEY CONTROL
 GP0317
 GP0317  NGVD 29 (??/??/92) 2085.000  (m)         6840.54   (f) ADJ UNCH    2 0
 GP0317
 GP0317.Superseded values are not recommended for survey control.
 GP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0317.See file dsdata.txt to determine how the superseded data were derived.
 GP0317
 GP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE280844(NAD 83)
 GP0317_MARKER: DB = BENCH MARK DISK
 GP0317_SETTING: 66 = SET IN ROCK OUTCROP
 GP0317_SP_SET: SANDSTONE OUTCROP
 GP0317_STAMPING: G 62 1934
 GP0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0317+STABILITY: POSITION/ELEVATION WELL
 GP0317
 GP0317  HISTORY     - Date     Condition        Report By
 GP0317  HISTORY     - 1934     MONUMENTED       CGS
 GP0317
 GP0317                          STATION DESCRIPTION
 GP0317
 GP0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0317'29.1 MI E FROM GRAND CANYON.
 GP0317'ABOUT 29.1 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 GP0317'GRAND CANYON, COCONINO COUNTY, ABOUT 0.4 MILE EAST OF THE GRAND CANYON
 GP0317'NATIONAL PARK BOUNDARY, ABOUT 40 YARDS NORTHEAST OF A 2-FOOT
 GP0317'GALVANIZED-IRON CULVERT, 132 FEET NORTHEAST OF THE CENTER LINE OF THE
 GP0317'HIGHWAY, 5 FEET SOUTHWEST OF A SMALL ROCK MOUND, AND IN THE TOP OF THE
 GP0317'SOUTH EDGE OF A LARGE SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED G
 GP0317'62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0170 ***********************************************************************
 GP0170  DESIGNATION -  G 63
 GP0170  PID         -  GP0170
 GP0170  STATE/COUNTY-  AZ/COCONINO
 GP0170  USGS QUAD   -  TUBA CITY SE (1969)
 GP0170
 GP0170                         *CURRENT SURVEY CONTROL
 GP0170  ___________________________________________________________________
 GP0170* NAD 83(1986)-  36 00 00.     (N)    111 02 14.     (W)     SCALED    
 GP0170* NAVD 88     -      1777.664  (meters)    5832.22   (feet)  ADJUSTED  
 GP0170  ___________________________________________________________________
 GP0170  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0170  DYNAMIC HT  -        1775.346 (meters)    5824.61  (feet)  COMP
 GP0170  MODELED GRAV-     979,265.7   (mgal)                       NAVD 88
 GP0170
 GP0170  VERT ORDER  -  SECOND    CLASS 0
 GP0170
 GP0170.The horizontal coordinates were scaled from a topographic map and have
 GP0170.an estimated accuracy of +/- 6 seconds.
 GP0170
 GP0170.The orthometric height was determined by differential leveling
 GP0170.and adjusted in June 1991.
 GP0170
 GP0170.The geoid height was determined by GEOID03.
 GP0170
 GP0170.The dynamic height is computed by dividing the NAVD 88
 GP0170.geopotential number by the normal gravity value computed on the
 GP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0170.degrees latitude (g = 980.6199 gals.).
 GP0170
 GP0170.The modeled gravity was interpolated from observed gravity values.
 GP0170
 GP0170;                    North         East    Units  Estimated Accuracy
 GP0170;SPC AZ C     -   554,870.      292,650.      MT  (+/- 180 meters Scaled)
 GP0170
 GP0170                          SUPERSEDED SURVEY CONTROL
 GP0170
 GP0170  NGVD 29 (??/??/92) 1776.718  (m)         5829.12   (f) ADJ UNCH    2 0
 GP0170
 GP0170.Superseded values are not recommended for survey control.
 GP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0170.See file dsdata.txt to determine how the superseded data were derived.
 GP0170
 GP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE966839(NAD 83)
 GP0170_MARKER: DB = BENCH MARK DISK
 GP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0170_STAMPING: G 63 1934
 GP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0170+STABILITY: SURFACE MOTION
 GP0170
 GP0170  HISTORY     - Date     Condition        Report By
 GP0170  HISTORY     - 1934     MONUMENTED       CGS
 GP0170  HISTORY     - 1969     MARK NOT FOUND   NGS
 GP0170
 GP0170                          STATION DESCRIPTION
 GP0170
 GP0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0170'17.3 MI SE FROM TUBA CITY.
 GP0170'17.3 MILES SOUTHEAST ALONG THE ORAIBI ROAD FROM TUBA CITY, COCONINO
 GP0170'COUNTY, 0.7 MILE SOUTHEAST OF THE TUBA ARIZONA COAL MINE, AND 26 FEET
 GP0170'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 63
 GP0170'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0170
 GP0170                          STATION RECOVERY (1969)
 GP0170
 GP0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GP0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0135 ***********************************************************************
 FQ0135  DESIGNATION -  G 64
 FQ0135  PID         -  FQ0135
 FQ0135  STATE/COUNTY-  AZ/NAVAJO
 FQ0135  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0135
 FQ0135                         *CURRENT SURVEY CONTROL
 FQ0135  ___________________________________________________________________
 FQ0135* NAD 83(1986)-  35 52 25.     (N)    110 33 17.     (W)     SCALED    
 FQ0135* NAVD 88     -      1760.853  (meters)    5777.07   (feet)  ADJUSTED  
 FQ0135  ___________________________________________________________________
 FQ0135  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 FQ0135  DYNAMIC HT  -        1758.572 (meters)    5769.58  (feet)  COMP
 FQ0135  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 FQ0135
 FQ0135  VERT ORDER  -  SECOND    CLASS 0
 FQ0135
 FQ0135.The horizontal coordinates were scaled from a topographic map and have
 FQ0135.an estimated accuracy of +/- 6 seconds.
 FQ0135
 FQ0135.The orthometric height was determined by differential leveling
 FQ0135.and adjusted in June 1991.
 FQ0135
 FQ0135.The geoid height was determined by GEOID03.
 FQ0135
 FQ0135.The dynamic height is computed by dividing the NAVD 88
 FQ0135.geopotential number by the normal gravity value computed on the
 FQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0135.degrees latitude (g = 980.6199 gals.).
 FQ0135
 FQ0135.The modeled gravity was interpolated from observed gravity values.
 FQ0135
 FQ0135;                    North         East    Units  Estimated Accuracy
 FQ0135;SPC AZ E     -   540,560.      178,320.      MT  (+/- 180 meters Scaled)
 FQ0135
 FQ0135                          SUPERSEDED SURVEY CONTROL
 FQ0135
 FQ0135  NGVD 29 (??/??/92) 1759.967  (m)         5774.16   (f) ADJ UNCH    2 0
 FQ0135
 FQ0135.Superseded values are not recommended for survey control.
 FQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0135.See file dsdata.txt to determine how the superseded data were derived.
 FQ0135
 FQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE401700(NAD 83)
 FQ0135_MARKER: DB = BENCH MARK DISK
 FQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0135_STAMPING: G 64 1934
 FQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0135+STABILITY: SURFACE MOTION
 FQ0135
 FQ0135  HISTORY     - Date     Condition        Report By
 FQ0135  HISTORY     - 1934     MONUMENTED       CGS
 FQ0135
 FQ0135                          STATION DESCRIPTION
 FQ0135
 FQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0135'3.8 MI E FROM ORAIBI.
 FQ0135'3.8 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO COUNTY,
 FQ0135'0.2 MILE EAST OF A DEEP SAND WASH, 83 FEET SOUTH OF A ROW OF POLES,
 FQ0135'AND 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 FQ0135'STAMPED G 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0204 ***********************************************************************
 ES0204  DESIGNATION -  G 65
 ES0204  PID         -  ES0204
 ES0204  STATE/COUNTY-  AZ/GILA
 ES0204  USGS QUAD   -  WOODS CANYON (1990)
 ES0204
 ES0204                         *CURRENT SURVEY CONTROL
 ES0204  ___________________________________________________________________
 ES0204* NAD 83(1986)-  34 16 53.     (N)    110 55 18.     (W)     SCALED    
 ES0204* NAVD 88     -      1905.137  (meters)    6250.44   (feet)  ADJUSTED  
 ES0204  ___________________________________________________________________
 ES0204  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0204  DYNAMIC HT  -        1902.296 (meters)    6241.12  (feet)  COMP
 ES0204  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 ES0204
 ES0204  VERT ORDER  -  SECOND    CLASS 0
 ES0204
 ES0204.The horizontal coordinates were scaled from a topographic map and have
 ES0204.an estimated accuracy of +/- 6 seconds.
 ES0204
 ES0204.The orthometric height was determined by differential leveling
 ES0204.and adjusted in June 1991.
 ES0204
 ES0204.The geoid height was determined by GEOID03.
 ES0204
 ES0204.The dynamic height is computed by dividing the NAVD 88
 ES0204.geopotential number by the normal gravity value computed on the
 ES0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0204.degrees latitude (g = 980.6199 gals.).
 ES0204
 ES0204.The modeled gravity was interpolated from observed gravity values.
 ES0204
 ES0204;                    North         East    Units  Estimated Accuracy
 ES0204;SPC AZ E     -   364,120.      143,850.      MT  (+/- 180 meters Scaled)
 ES0204
 ES0204                          SUPERSEDED SURVEY CONTROL
 ES0204
 ES0204  NGVD 29 (??/??/92) 1904.128  (m)         6247.13   (f) ADJ UNCH    2 0
 ES0204
 ES0204.Superseded values are not recommended for survey control.
 ES0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0204.See file dsdata.txt to determine how the superseded data were derived.
 ES0204
 ES0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC072933(NAD 83)
 ES0204_MARKER: DB = BENCH MARK DISK
 ES0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0204_STAMPING: G-65 1934
 ES0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0204+STABILITY: SURFACE MOTION
 ES0204
 ES0204  HISTORY     - Date     Condition        Report By
 ES0204  HISTORY     - 1934     MONUMENTED       CGS
 ES0204  HISTORY     - 1935     GOOD             NGS
 ES0204
 ES0204                          STATION DESCRIPTION
 ES0204
 ES0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0204'33.2 MI SW FROM HEBER.
 ES0204'33.2 MILES SOUTH WEST ALONG HEBER-PAYSON ROAD.  34.7 MILES EAST OF
 ES0204'PAYSON.  ON HEBER-PAYSON ROAD, 100 FT. SOUTH WEST OF CABIN, 35 FT.
 ES0204'SOUTH OF WOODEN GATE, 30 FT. SOUTH OF CENTER LINE OF ROAD.
 ES0204
 ES0204                          STATION RECOVERY (1935)
 ES0204
 ES0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ES0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0042 ***********************************************************************
 ES0042  DESIGNATION -  G 66
 ES0042  PID         -  ES0042
 ES0042  STATE/COUNTY-  AZ/NAVAJO
 ES0042  USGS QUAD   -  PORTER CANYON (1986)
 ES0042
 ES0042                         *CURRENT SURVEY CONTROL
 ES0042  ___________________________________________________________________
 ES0042* NAD 83(1986)-  34 49 51.     (N)    110 11 44.     (W)     SCALED    
 ES0042* NAVD 88     -      1640.888  (meters)    5383.48   (feet)  ADJUSTED  
 ES0042  ___________________________________________________________________
 ES0042  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0042  DYNAMIC HT  -        1638.607 (meters)    5376.00  (feet)  COMP
 ES0042  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 ES0042
 ES0042  VERT ORDER  -  SECOND    CLASS 0
 ES0042
 ES0042.The horizontal coordinates were scaled from a topographic map and have
 ES0042.an estimated accuracy of +/- 6 seconds.
 ES0042
 ES0042.The orthometric height was determined by differential leveling
 ES0042.and adjusted in June 1991.
 ES0042
 ES0042.The geoid height was determined by GEOID03.
 ES0042
 ES0042.The dynamic height is computed by dividing the NAVD 88
 ES0042.geopotential number by the normal gravity value computed on the
 ES0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0042.degrees latitude (g = 980.6199 gals.).
 ES0042
 ES0042.The modeled gravity was interpolated from observed gravity values.
 ES0042
 ES0042;                    North         East    Units  Estimated Accuracy
 ES0042;SPC AZ E     -   424,810.      210,720.      MT  (+/- 180 meters Scaled)
 ES0042
 ES0042                          SUPERSEDED SURVEY CONTROL
 ES0042
 ES0042  NGVD 29 (??/??/92) 1640.045  (m)         5380.71   (f) ADJ UNCH    2 0
 ES0042
 ES0042.Superseded values are not recommended for survey control.
 ES0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0042.See file dsdata.txt to determine how the superseded data were derived.
 ES0042
 ES0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD735545(NAD 83)
 ES0042_MARKER: DB = BENCH MARK DISK
 ES0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0042_STAMPING: G-66 1934
 ES0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0042+STABILITY: SURFACE MOTION
 ES0042
 ES0042  HISTORY     - Date     Condition        Report By
 ES0042  HISTORY     - 1934     MONUMENTED       CGS
 ES0042  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0042
 ES0042                          STATION DESCRIPTION
 ES0042
 ES0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0042'6.3 MI SW FROM HOLBROOK.
 ES0042'ON GLOBE TO HOLBROOK ROAD.  125 FEET WEST OF WOODEN BRIDGE 240 FEET
 ES0042'SOUTH OF A POINT WHERE A RIDGE MAKES A SUDDEN BREAK.  SET IN A FLAT
 ES0042'BETWEEN TWO SMALL RIDGES.  30 FEET NORTH OF THE ROAD.  A PRECAST POST.
 ES0042
 ES0042                          STATION RECOVERY (1983)
 ES0042
 ES0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0517 ***********************************************************************
 DU0517  DESIGNATION -  G 67
 DU0517  PID         -  DU0517
 DU0517  STATE/COUNTY-  AZ/PINAL
 DU0517  USGS QUAD   -  FLORENCE SE (1965)
 DU0517
 DU0517                         *CURRENT SURVEY CONTROL
 DU0517  ___________________________________________________________________
 DU0517* NAD 83(1986)-  33 06 04.     (N)    111 16 05.     (W)     SCALED    
 DU0517* NAVD 88     -       477.62   (+/-2cm)    1567.0    (feet)  VERTCON   
 DU0517  ___________________________________________________________________
 DU0517  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0517
 DU0517.The horizontal coordinates were scaled from a topographic map and have
 DU0517.an estimated accuracy of +/- 6 seconds.
 DU0517
 DU0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0517.The vertical order pertains to the NGVD 29 superseded value.
 DU0517
 DU0517.The geoid height was determined by GEOID03.
 DU0517
 DU0517;                    North         East    Units  Estimated Accuracy
 DU0517;SPC AZ C     -   233,150.      273,900.      MT  (+/- 180 meters Scaled)
 DU0517
 DU0517                          SUPERSEDED SURVEY CONTROL
 DU0517
 DU0517  NGVD 29 (??/??/92)  477.048  (m)         1565.12   (f) ADJ UNCH    2 0
 DU0517
 DU0517.Superseded values are not recommended for survey control.
 DU0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0517.See file dsdata.txt to determine how the superseded data were derived.
 DU0517
 DU0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB749625(NAD 83)
 DU0517_MARKER: DB = BENCH MARK DISK
 DU0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0517_STAMPING: G 67 1934
 DU0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0517+STABILITY: SURFACE MOTION
 DU0517
 DU0517  HISTORY     - Date     Condition        Report By
 DU0517  HISTORY     - 1934     MONUMENTED       CGS
 DU0517  HISTORY     - 1941     GOOD             NGS
 DU0517  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DU0517
 DU0517                          STATION DESCRIPTION
 DU0517
 DU0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DU0517'2.0 MI W FROM PRICE.
 DU0517'2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM PRICE, 9
 DU0517'FEET SOUTHWEST OF MILEPOST 967, AND 33 FEET SOUTH OF THE CENTERLINE OF
 DU0517'THE TRACK.  A STANDARD DISK, STAMPED G 67 1934 AND SET IN THE TOP OF A
 DU0517'CONCRETE POST.
 DU0517
 DU0517                          STATION RECOVERY (2008)
 DU0517
 DU0517'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0517'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND MOUNDS OF DIRT
 DU0517'AND PILES TRASH. DID NOT FIND THE MARK OR POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1573 ***********************************************************************
 DU1573  DESIGNATION -  G 68
 DU1573  PID         -  DU1573
 DU1573  STATE/COUNTY-  AZ/MARICOPA
 DU1573  USGS QUAD   -  SACATON NE (1978)
 DU1573
 DU1573                         *CURRENT SURVEY CONTROL
 DU1573  ___________________________________________________________________
 DU1573* NAD 83(2007)-  33 14 25.26846(N)    111 36 32.16875(W)     ADJUSTED  
 DU1573* NAVD 88     -       434.925  (meters)    1426.92   (feet)  ADJUSTED  
 DU1573  ___________________________________________________________________
 DU1573  EPOCH DATE  -        2007.00
 DU1573  X           -  -1,966,650.996 (meters)                     COMP
 DU1573  Y           -  -4,964,930.977 (meters)                     COMP
 DU1573  Z           -   3,476,506.445 (meters)                     COMP
 DU1573  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DU1573  ELLIP HEIGHT-         405.295 (meters)          (02/10/07) ADJUSTED
 DU1573  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1573  DYNAMIC HT  -         434.399 (meters)    1425.19  (feet)  COMP
 DU1573
 DU1573  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1573  Type    PID    Designation                      North   East  Ellip
 DU1573  -------------------------------------------------------------------
 DU1573  NETWORK DU1573 G 68                              0.37   0.35   0.88
 DU1573  -------------------------------------------------------------------
 DU1573  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 DU1573  OBS GRAVITY -     979,415.3   (mgal)                       GRAV_OBS
 DU1573
 DU1573  VERT ORDER  -  FIRST     CLASS II
 DU1573
 DU1573.The horizontal coordinates were established by GPS observations
 DU1573.and adjusted by the National Geodetic Survey in February 2007.
 DU1573
 DU1573.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1573.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1573.The horizontal coordinates are valid at the epoch date displayed above.
 DU1573.The epoch date for horizontal control is a decimal equivalence
 DU1573.of Year/Month/Day.
 DU1573
 DU1573.The orthometric height was determined by differential leveling
 DU1573.and adjusted in November 1993.
 DU1573
 DU1573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1573
 DU1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1573
 DU1573.The ellipsoidal height was determined by GPS observations
 DU1573.and is referenced to NAD 83.
 DU1573
 DU1573.The geoid height was determined by GEOID03.
 DU1573
 DU1573.The dynamic height is computed by dividing the NAVD 88
 DU1573.geopotential number by the normal gravity value computed on the
 DU1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1573.degrees latitude (g = 980.6199 gals.).
 DU1573
 DU1573.The modeled gravity was interpolated from observed gravity values.
 DU1573.The observed gravity was obtained from relative gravimeter ties
 DU1573.to the IGSN71 gravity network.
 DU1573
 DU1573;                    North         East     Units Scale Factor Converg.
 DU1573;SPC AZ C     -   248,447.753   242,037.402   MT  0.99991014   +0 10 07.3
 DU1573;SPC AZ C     -   815,117.30    794,085.96   iFT  0.99991014   +0 10 07.3
 DU1573;UTM  12      - 3,678,098.193   443,270.063   MT  0.99963968   -0 20 01.7
 DU1573
 DU1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1573!SPC AZ C     -   0.99993637  x   0.99991014  =   0.99984652
 DU1573!UTM  12      -   0.99993637  x   0.99963968  =   0.99957608
 DU1573
 DU1573                          SUPERSEDED SURVEY CONTROL
 DU1573
 DU1573  ELLIP H (11/21/00)  405.297  (m)                       GP(       ) 3 1
 DU1573  NAD 83(1986)-  33 14 25.25819(N)    111 36 32.16924(W) AD(       ) B
 DU1573  NAD 83(1992)-  33 14 25.26695(N)    111 36 32.16722(W) AD(       ) B
 DU1573  ELLIP H (09/30/92)  405.364  (m)                       GP(       ) 2 1
 DU1573  NAD 83(1986)-  33 14 25.25819(N)    111 36 32.16924(W) AD(       ) 1
 DU1573  NGVD 29 (??/??/92)  435.104  (m)         1427.50   (f) ADJ UNCH    1 2
 DU1573
 DU1573.Superseded values are not recommended for survey control.
 DU1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1573.See file dsdata.txt to determine how the superseded data were derived.
 DU1573
 DU1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4327078098(NAD 83)
 DU1573_MARKER: DB = BENCH MARK DISK
 DU1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1573_SP_SET: CONCRETE POST
 DU1573_STAMPING: G 68 1934
 DU1573_MARK LOGO: CGS   
 DU1573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1573+STABILITY: SURFACE MOTION
 DU1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1573+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 DU1573
 DU1573  HISTORY     - Date     Condition        Report By
 DU1573  HISTORY     - UNK      MONUMENTED
 DU1573  HISTORY     - 19840406 GOOD
 DU1573  HISTORY     - 19920110 GOOD             NGS
 DU1573  HISTORY     - 19920204 GOOD             NGS
 DU1573  HISTORY     - 19951217 GOOD             CHANCE
 DU1573  HISTORY     - 20060716 GOOD             USPSQD
 DU1573
 DU1573                          STATION DESCRIPTION
 DU1573
 DU1573'DESCRIBED 1984
 DU1573'RECOVERED IN GOOD CONDITION.
 DU1573
 DU1573                          STATION RECOVERY (1992)
 DU1573
 DU1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1573'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU1573'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU1573'THENCE 1.5 KM (0.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU1573'RAILROAD, 33.0 M (108.3 FT) NORTHEAST OF THE CENTERLINE OF
 DU1573'RITTENHOUSE ROAD, 9.1 M (29.9 FT) SOUTHWEST OF THE NEAR RIAL, 5.6 M
 DU1573'(18.4 FT) NORTHWEST OF MILEPOST 940, 0.5 M (1.6 FT) ABOVE THE LEVEL
 DU1573'OF THE ROAD, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE
 DU1573'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DU1573
 DU1573                          STATION RECOVERY (1992)
 DU1573
 DU1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1573'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST-SOUTHEAST OF QUEEN
 DU1573'CREEK, ALONG THE SOUTHERN PACIFIC RAILROAD TRACK, BETWEEN THE TRACK
 DU1573'AND A PAVED ROAD, UNDER A LARGE CREOSOTE BUSH.  OWNERSHIP--SOUTHERN
 DU1573'PACIFIC RAILROAD.
 DU1573'TO REACH THE STATION FROM THE QUEEN CREEK POST OFFICE, GO NORTH ON
 DU1573'ELLSWORTH ROAD FOR 0.16 KM (0.10 MI) TO A PAVED CROSSROAD.  TURN
 DU1573'RIGHT, EAST, ON OCOTILLO ROAD FOR 1.08 KM (0.67 MI) TO A SLANTED
 DU1573'PAVED CROSSROAD AT RAILROAD TRACK.  BEAR RIGHT, SOUTHEAST, ON
 DU1573'RITTENHOUSE ROAD FOR 0.98 KM (0.61 MI) TO A SQUARE CONCRETE
 DU1573'IRRIGATION UNIT ON THE RIGHT.  CONTINUE AHEAD ON RITTENHOUSE ROAD FOR
 DU1573'0.59 KM (0.37 MI) TO THE STATION ON THE LEFT.
 DU1573'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 DU1573'WITH THE GROUND.  LOCATED 33.1 M (108.6 FT) NORTHEAST OF AND LEVEL
 DU1573'WITH THE ROAD CENTER, 23.1 M (75.8 FT) EAST-NORTHEAST OF A UTILITY
 DU1573'POLE ALONG THE ROAD, 8.9 M (29.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 DU1573'OF THE TRACK, 5.7 M (18.7 FT) NORTHWEST OF A UTILITY POLE WITH MILE
 DU1573'MARKER 940 AND 0.5 M (1.6 FT) SOUTHEAST OF A METAL WITNESS POST.
 DU1573
 DU1573                          STATION RECOVERY (1995)
 DU1573
 DU1573'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU1573'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DU1573'THE STATION IS LOCATED APPROXIMATELY 2.5 KM (1.55 MI) EAST-SOUTHEAST
 DU1573'OF QUEEN CREEK ALONG THE SOUTHERN PACIFIC RAILROAD TRACK BETWEN THE
 DU1573'TRACK AND RITTENHOUSE ROAD.  OWNERSHIP -- SOUTHERN PACIFIC RAILROAD TO
 DU1573'REACH THE STATION FROM THE JUNCTION OF ELLSWORTH ROAD AND OCOTILLO
 DU1573'ROAD, GO EAST ON OCOTILLO ROAD FOR 1.08 KM (0.65 MI) TO A PAVED ROAD
 DU1573'AT THE RAILROAD TRACK, RITTENHOUSE ROAD.  BEAR RIGHT AND PROCEED
 DU1573'SOUTHEAST ON RITTENHOUSE ROAD FOR 0.98 KM (0.60 MI) TO A SQUARE
 DU1573'CONCRETE IRRIGATION UNIT ON THE RIGHT.  CONTINUE SOUTHEAST ON
 DU1573'RITTENHOUSE ROAD FOR 0.59 KM (0.35 MI) TO THE STATION ON THE LEFT THE
 DU1573'STATION IS A BENCH MARK DISK SET INTO THE TOP OF A 30-CM SQUARE
 DU1573'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS LOCATED 33.0 M
 DU1573'(108.3 FT) NORTHEAST OF THE RITTENHOUSE ROAD CENTERLINE, 23.1 M (75.8
 DU1573'FT) EAST-NORTHEAST OF A UTILITY POLE ALONG RITTENHOUSE ROAD, 8.9 M
 DU1573'(29.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 5.7 M
 DU1573'(18.7 FT) NORTHWEST OF A UTILITY POLE LOCATED NEAR MILE MARKER 940,
 DU1573'0.5 M (1.6 FT) SOUTHEAST OF A METAL WITNESS POST, AND LEVEL WITH THE
 DU1573'RITTENHOUSE ROAD CENTERLINE
 DU1573
 DU1573                          STATION RECOVERY (2006)
 DU1573
 DU1573'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 DU1573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0318 ***********************************************************************
 DT0318  DESIGNATION -  G 70
 DT0318  PID         -  DT0318
 DT0318  STATE/COUNTY-  AZ/GREENLEE
 DT0318  USGS QUAD   -  ROSE PEAK (1967)
 DT0318
 DT0318                         *CURRENT SURVEY CONTROL
 DT0318  ___________________________________________________________________
 DT0318* NAD 83(1986)-  33 28 32.     (N)    109 22 28.     (W)     SCALED    
 DT0318* NAVD 88     -      2281.422  (meters)    7484.97   (feet)  ADJUSTED  
 DT0318  ___________________________________________________________________
 DT0318  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 DT0318  DYNAMIC HT  -        2277.723 (meters)    7472.83  (feet)  COMP
 DT0318  MODELED GRAV-     978,933.1   (mgal)                       NAVD 88
 DT0318
 DT0318  VERT ORDER  -  SECOND    CLASS 0
 DT0318
 DT0318.The horizontal coordinates were scaled from a topographic map and have
 DT0318.an estimated accuracy of +/- 6 seconds.
 DT0318
 DT0318.The orthometric height was determined by differential leveling
 DT0318.and adjusted in June 1991.
 DT0318
 DT0318.The geoid height was determined by GEOID03.
 DT0318
 DT0318.The dynamic height is computed by dividing the NAVD 88
 DT0318.geopotential number by the normal gravity value computed on the
 DT0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0318.degrees latitude (g = 980.6199 gals.).
 DT0318
 DT0318.The modeled gravity was interpolated from observed gravity values.
 DT0318
 DT0318;                    North         East    Units  Estimated Accuracy
 DT0318;SPC AZ E     -   274,770.      286,990.      MT  (+/- 180 meters Scaled)
 DT0318
 DT0318                          SUPERSEDED SURVEY CONTROL
 DT0318
 DT0318  NGVD 29 (??/??/92) 2280.374  (m)         7481.53   (f) ADJ UNCH    2 0
 DT0318
 DT0318.Superseded values are not recommended for survey control.
 DT0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0318.See file dsdata.txt to determine how the superseded data were derived.
 DT0318
 DT0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC510051(NAD 83)
 DT0318_MARKER: DB = BENCH MARK DISK
 DT0318_SETTING: 66 = SET IN ROCK OUTCROP
 DT0318_SP_SET: MALPAIS ROCK
 DT0318_STAMPING: G-70 1934
 DT0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0318+STABILITY: POSITION/ELEVATION WELL
 DT0318
 DT0318  HISTORY     - Date     Condition        Report By
 DT0318  HISTORY     - 1934     MONUMENTED       CGS
 DT0318  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0318
 DT0318                          STATION DESCRIPTION
 DT0318
 DT0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0318'46.5 MI S FROM ALPINE.
 DT0318'46.5 MILES SOUTH ON STATE HIGHWAY NO. 71 (47.0 MILES NORTH OF CLIFTON
 DT0318'ON STATE HIGHWAY NO. 71) ABOUT 50 YARDS EAST OF A CULVERT AT A CURVE
 DT0318'IN THE ROAD AND 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DT0318
 DT0318                          STATION RECOVERY (1967)
 DT0318
 DT0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0079 ***********************************************************************
 FQ0079  DESIGNATION -  G 71
 FQ0079  PID         -  FQ0079
 FQ0079  STATE/COUNTY-  AZ/COCONINO
 FQ0079  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0079
 FQ0079                         *CURRENT SURVEY CONTROL
 FQ0079  ___________________________________________________________________
 FQ0079* NAD 83(1986)-  35 25 18.     (N)    110 54 35.     (W)     SCALED    
 FQ0079* NAVD 88     -      1539.336  (meters)    5050.30   (feet)  ADJUSTED  
 FQ0079  ___________________________________________________________________
 FQ0079  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0079  DYNAMIC HT  -        1537.337 (meters)    5043.75  (feet)  COMP
 FQ0079  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 FQ0079
 FQ0079  VERT ORDER  -  SECOND    CLASS 0
 FQ0079
 FQ0079.The horizontal coordinates were scaled from a topographic map and have
 FQ0079.an estimated accuracy of +/- 6 seconds.
 FQ0079
 FQ0079.The orthometric height was determined by differential leveling
 FQ0079.and adjusted in June 1991.
 FQ0079
 FQ0079.The geoid height was determined by GEOID03.
 FQ0079
 FQ0079.The dynamic height is computed by dividing the NAVD 88
 FQ0079.geopotential number by the normal gravity value computed on the
 FQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0079.degrees latitude (g = 980.6199 gals.).
 FQ0079
 FQ0079.The modeled gravity was interpolated from observed gravity values.
 FQ0079
 FQ0079;                    North         East    Units  Estimated Accuracy
 FQ0079;SPC AZ C     -   490,820.      304,800.      MT  (+/- 180 meters Scaled)
 FQ0079
 FQ0079                          SUPERSEDED SURVEY CONTROL
 FQ0079
 FQ0079  NGVD 29 (??/??/92) 1538.543  (m)         5047.70   (f) ADJ UNCH    2 0
 FQ0079
 FQ0079.Superseded values are not recommended for survey control.
 FQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0079.See file dsdata.txt to determine how the superseded data were derived.
 FQ0079
 FQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE081198(NAD 83)
 FQ0079_MARKER: DB = BENCH MARK DISK
 FQ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0079_STAMPING: G 71 1934
 FQ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0079+STABILITY: SURFACE MOTION
 FQ0079
 FQ0079  HISTORY     - Date     Condition        Report By
 FQ0079  HISTORY     - 1934     MONUMENTED       CGS
 FQ0079
 FQ0079                          STATION DESCRIPTION
 FQ0079
 FQ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0079'14.5 MI NE FROM LEUPP.
 FQ0079'14.5 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0079'COCONINO COUNTY, ABOUT 0.6 MILE NORTH OF A ROAD LEADING SOUTHEAST TO
 FQ0079'RED LAKE TRADING POST, ABOUT 160 YARDS SOUTH OF A 36-INCH
 FQ0079'GALVANIZED-IRON PIPE CULVERT, ABOUT 200 FEET FROM THE END OF A CURVE
 FQ0079'AT THE TOP OF A SMALL KNOLL, AND 93 FEET EAST OF THE CENTER LINE OF
 FQ0079'THE HIGHWAY.  A STANDARD DISK, STAMPED G 71 1934 AND SET IN THE TOP OF
 FQ0079'A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0023 ***********************************************************************
 FQ0023  DESIGNATION -  G 72
 FQ0023  PID         -  FQ0023
 FQ0023  STATE/COUNTY-  AZ/NAVAJO
 FQ0023  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0023
 FQ0023                         *CURRENT SURVEY CONTROL
 FQ0023  ___________________________________________________________________
 FQ0023* NAD 83(1986)-  35 38 28.     (N)    110 06 42.     (W)     SCALED    
 FQ0023* NAVD 88     -      1991.330  (meters)    6533.22   (feet)  ADJUSTED  
 FQ0023  ___________________________________________________________________
 FQ0023  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 FQ0023  DYNAMIC HT  -        1988.673 (meters)    6524.50  (feet)  COMP
 FQ0023  MODELED GRAV-     979,227.3   (mgal)                       NAVD 88
 FQ0023
 FQ0023  VERT ORDER  -  SECOND    CLASS 0
 FQ0023
 FQ0023.The horizontal coordinates were scaled from a topographic map and have
 FQ0023.an estimated accuracy of +/- 6 seconds.
 FQ0023
 FQ0023.The orthometric height was determined by differential leveling
 FQ0023.and adjusted in June 1991.
 FQ0023
 FQ0023.The geoid height was determined by GEOID03.
 FQ0023
 FQ0023.The dynamic height is computed by dividing the NAVD 88
 FQ0023.geopotential number by the normal gravity value computed on the
 FQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0023.degrees latitude (g = 980.6199 gals.).
 FQ0023
 FQ0023.The modeled gravity was interpolated from observed gravity values.
 FQ0023
 FQ0023;                    North         East    Units  Estimated Accuracy
 FQ0023;SPC AZ E     -   514,700.      218,340.      MT  (+/- 180 meters Scaled)
 FQ0023
 FQ0023                          SUPERSEDED SURVEY CONTROL
 FQ0023
 FQ0023  NGVD 29 (??/??/92) 1990.429  (m)         6530.27   (f) ADJ UNCH    2 0
 FQ0023
 FQ0023.Superseded values are not recommended for survey control.
 FQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0023.See file dsdata.txt to determine how the superseded data were derived.
 FQ0023
 FQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE804445(NAD 83)
 FQ0023_MARKER: DB = BENCH MARK DISK
 FQ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0023_STAMPING: G 72 1934
 FQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0023+STABILITY: SURFACE MOTION
 FQ0023
 FQ0023  HISTORY     - Date     Condition        Report By
 FQ0023  HISTORY     - 1934     MONUMENTED       CGS
 FQ0023  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0023
 FQ0023                          STATION DESCRIPTION
 FQ0023
 FQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0023'17.3 MI N FROM INDIAN WELLS.
 FQ0023'17.3 MILES NORTH ALONG THE KEAMS CANYON ROAD FROM INDIAN WELLS, NAVAJO
 FQ0023'COUNTY, 15.6 MILES SOUTH OF KEAMS CANYON, 1.9 MILES NORTH OF THE
 FQ0023'JUNCTION OF A ROAD LEADING NORTH TO THE WHITE CONE TRADING POST, AND
 FQ0023'37 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FQ0023'G 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0023
 FQ0023                          STATION RECOVERY (1965)
 FQ0023
 FQ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0334 ***********************************************************************
 FP0334  DESIGNATION -  G 73
 FP0334  PID         -  FP0334
 FP0334  STATE/COUNTY-  AZ/APACHE
 FP0334  USGS QUAD   -  GANADO MESA SW (1972)
 FP0334
 FP0334                         *CURRENT SURVEY CONTROL
 FP0334  ___________________________________________________________________
 FP0334* NAD 83(1986)-  35 47 10.     (N)    109 40 15.     (W)     SCALED    
 FP0334* NAVD 88     -      1963.494  (meters)    6441.90   (feet)  ADJUSTED  
 FP0334  ___________________________________________________________________
 FP0334  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 FP0334  DYNAMIC HT  -        1960.903 (meters)    6433.40  (feet)  COMP
 FP0334  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 FP0334
 FP0334  VERT ORDER  -  SECOND    CLASS 0
 FP0334
 FP0334.The horizontal coordinates were scaled from a topographic map and have
 FP0334.an estimated accuracy of +/- 6 seconds.
 FP0334
 FP0334.The orthometric height was determined by differential leveling
 FP0334.and adjusted in June 1991.
 FP0334
 FP0334.The geoid height was determined by GEOID03.
 FP0334
 FP0334.The dynamic height is computed by dividing the NAVD 88
 FP0334.geopotential number by the normal gravity value computed on the
 FP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0334.degrees latitude (g = 980.6199 gals.).
 FP0334
 FP0334.The modeled gravity was interpolated from observed gravity values.
 FP0334
 FP0334;                    North         East    Units  Estimated Accuracy
 FP0334;SPC AZ E     -   530,900.      258,180.      MT  (+/- 180 meters Scaled)
 FP0334
 FP0334                          SUPERSEDED SURVEY CONTROL
 FP0334
 FP0334  NGVD 29 (??/??/92) 1962.596  (m)         6438.95   (f) ADJ UNCH    2 0
 FP0334
 FP0334.Superseded values are not recommended for survey control.
 FP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0334.See file dsdata.txt to determine how the superseded data were derived.
 FP0334
 FP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE201610(NAD 83)
 FP0334_MARKER: DB = BENCH MARK DISK
 FP0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0334_STAMPING: G 73 1934
 FP0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0334+STABILITY: SURFACE MOTION
 FP0334
 FP0334  HISTORY     - Date     Condition        Report By
 FP0334  HISTORY     - 1934     MONUMENTED       CGS
 FP0334  HISTORY     - 1972     MARK NOT FOUND   USGS
 FP0334
 FP0334                          STATION DESCRIPTION
 FP0334
 FP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0334'9.4 MI W FROM GANADO.
 FP0334'9.4 MILES WEST ALONG THE KEAMS CANYON ROAD FROM GANADO, APACHE COUNTY,
 FP0334'0.6 MILE SOUTH OF A SMALL CORNFIELD ON THE NORTH SIDE OF THE ROAD, 27
 FP0334'FEET EAST OF THE CENTERLINE OF THE KEAMS CANYON-GANADO ROAD, AND 8
 FP0334'FEET EAST OF AN OLD WAGON ROAD.  A STANDARD DISK, STAMPED G 73 1934
 FP0334'AND SET IN THE TOP OF A CONCRETE POST.
 FP0334
 FP0334                          STATION RECOVERY (1972)
 FP0334
 FP0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0397 ***********************************************************************
 CG0397  DESIGNATION -  G 76
 CG0397  PID         -  CG0397
 CG0397  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0397  USGS QUAD   -  TUBAC (1981)
 CG0397
 CG0397                         *CURRENT SURVEY CONTROL
 CG0397  ___________________________________________________________________
 CG0397* NAD 83(1986)-  31 31 24.     (N)    111 00 31.     (W)     SCALED    
 CG0397* NAVD 88     -      1018.79   (+/-2cm)    3342.5    (feet)  VERTCON   
 CG0397  ___________________________________________________________________
 CG0397  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0397  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0397
 CG0397.The horizontal coordinates were scaled from a topographic map and have
 CG0397.an estimated accuracy of +/- 6 seconds.
 CG0397
 CG0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0397.The vertical order pertains to the NGVD 29 superseded value.
 CG0397
 CG0397.The geoid height was determined by GEOID03.
 CG0397
 CG0397;                    North         East    Units  Estimated Accuracy
 CG0397;SPC AZ C     -    58,380.      299,600.      MT  (+/- 180 meters Scaled)
 CG0397
 CG0397                          SUPERSEDED SURVEY CONTROL
 CG0397
 CG0397  NGVD 29 (??/??/92) 1017.932  (m)         3339.67   (f) ADJ UNCH    1 2
 CG0397
 CG0397.Superseded values are not recommended for survey control.
 CG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0397.See file dsdata.txt to determine how the superseded data were derived.
 CG0397
 CG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV991876(NAD 83)
 CG0397_MARKER: DB = BENCH MARK DISK
 CG0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0397_STAMPING: G 76 1934
 CG0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0397+STABILITY: SURFACE MOTION
 CG0397
 CG0397  HISTORY     - Date     Condition        Report By
 CG0397  HISTORY     - 1934     MONUMENTED       CGS
 CG0397  HISTORY     - 1953     GOOD             NGS
 CG0397
 CG0397                          STATION DESCRIPTION
 CG0397
 CG0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0397'13.7 MI S FROM AMADO.
 CG0397'13.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0397'WATER TANK AT AMADO, 0.7 MILE SOUTH OF THE OTERO SIDING SIGN, 57 1/2
 CG0397'FEET EAST OF AND ACROSS THE TRACK FROM MILEPOLE 1035, 100 FEET WEST OF
 CG0397'THE CENTER LINE OF A GRAVELED ROAD, 73.5 FEET WEST OF A FENCE, 23.0
 CG0397'FEET EAST OF THE EAST RAIL, 26 FEET WEST OF THE CENTER OF THE TOP OF A
 CG0397'LEVEE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 CG0397'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CG0397'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0323 ***********************************************************************
 CG0323  DESIGNATION -  G 77
 CG0323  PID         -  CG0323
 CG0323  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0323  USGS QUAD   -  SONOITA (1983)
 CG0323
 CG0323                         *CURRENT SURVEY CONTROL
 CG0323  ___________________________________________________________________
 CG0323* NAD 83(1986)-  31 40 29.     (N)    110 39 08.     (W)     SCALED    
 CG0323* NAVD 88     -      1476.98   (+/-2cm)    4845.7    (feet)  VERTCON   
 CG0323  ___________________________________________________________________
 CG0323  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0323
 CG0323.The horizontal coordinates were scaled from a topographic map and have
 CG0323.an estimated accuracy of +/- 6 seconds.
 CG0323
 CG0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0323.The vertical order pertains to the NGVD 29 superseded value.
 CG0323
 CG0323.The geoid height was determined by GEOID03.
 CG0323
 CG0323;                    North         East    Units  Estimated Accuracy
 CG0323;SPC AZ C     -    75,500.      333,250.      MT  (+/- 180 meters Scaled)
 CG0323
 CG0323                          SUPERSEDED SURVEY CONTROL
 CG0323
 CG0323  NGVD 29 (??/??/92) 1476.077  (m)         4842.76   (f) ADJ UNCH    2 0
 CG0323
 CG0323.Superseded values are not recommended for survey control.
 CG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0323.See file dsdata.txt to determine how the superseded data were derived.
 CG0323
 CG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA329044(NAD 83)
 CG0323_MARKER: DB = BENCH MARK DISK
 CG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0323_STAMPING: G 77 1934
 CG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0323+STABILITY: SURFACE MOTION
 CG0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0323+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 CG0323
 CG0323  HISTORY     - Date     Condition        Report By
 CG0323  HISTORY     - 1934     MONUMENTED       CGS
 CG0323  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0323  HISTORY     - 20050909 GOOD             INDIV
 CG0323
 CG0323                          STATION DESCRIPTION
 CG0323
 CG0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0323'IN SONOITA.
 CG0323'AT SONOITA, SANTA CRUZ COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0323'32 FEET SOUTH OF MILEPOST 1082, 55 FEET NORTH OF THE NORTHEAST CORNER
 CG0323'OF THE STOCK PENS, AND 30 FEET NORTH OF THE CENTERLINE OF THE TRACK. A
 CG0323'STANDARD DISK, STAMPED G 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0323'POST.
 CG0323
 CG0323                          STATION RECOVERY (1998)
 CG0323
 CG0323'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0323'MARK NOT FOUND.
 CG0323
 CG0323                          STATION RECOVERY (2005)
 CG0323
 CG0323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JBF)
 CG0323'RECOVERED AS DESCRIBED. IT WAS PARTIALLY BURIED, BUT IS NOW FULLY
 CG0323'EXPOSED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0193 ***********************************************************************
 CF0193  DESIGNATION -  G 78
 CF0193  PID         -  CF0193
 CF0193  STATE/COUNTY-  AZ/COCHISE
 CF0193  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0193
 CF0193                         *CURRENT SURVEY CONTROL
 CF0193  ___________________________________________________________________
 CF0193* NAD 83(1986)-  31 43 24.     (N)    109 48 48.     (W)     SCALED    
 CF0193* NAVD 88     -      1447.93   (+/-2cm)    4750.4    (feet)  VERTCON   
 CF0193  ___________________________________________________________________
 CF0193  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0193
 CF0193.The horizontal coordinates were scaled from a topographic map and have
 CF0193.an estimated accuracy of +/- 6 seconds.
 CF0193
 CF0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0193.The vertical order pertains to the NGVD 29 superseded value.
 CF0193
 CF0193.The geoid height was determined by GEOID03.
 CF0193
 CF0193;                    North         East    Units  Estimated Accuracy
 CF0193;SPC AZ E     -    80,250.      246,840.      MT  (+/- 180 meters Scaled)
 CF0193
 CF0193                          SUPERSEDED SURVEY CONTROL
 CF0193
 CF0193  NGVD 29 (??/??/92) 1447.069  (m)         4747.59   (f) ADJ UNCH    2 0
 CF0193
 CF0193.Superseded values are not recommended for survey control.
 CF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0193.See file dsdata.txt to determine how the superseded data were derived.
 CF0193
 CF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA124103(NAD 83)
 CF0193_MARKER: DB = BENCH MARK DISK
 CF0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0193_STAMPING: G 78 1934
 CF0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0193+STABILITY: SURFACE MOTION
 CF0193
 CF0193  HISTORY     - Date     Condition        Report By
 CF0193  HISTORY     - 1934     MONUMENTED       CGS
 CF0193
 CF0193                          STATION DESCRIPTION
 CF0193
 CF0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0193'1.2 MI E FROM GLEASON.
 CF0193'1.2 MILES EAST ALONG THE ELFRIDA ROAD FROM GLEASON, COCHISE COUNTY, AT
 CF0193'THE JUNCTION OF A ROAD LEADING NORTH, 40 FEET WEST OF THE EAST SIDE OF
 CF0193'THE TRIANGLE, 65 FEET SOUTHWEST OF A ROW OF POLES, AND 63 FEET NORTH
 CF0193'OF THE CENTERLINE OF THE ELFRIDA ROAD.  A STANDARD DISK, STAMPED G 78
 CF0193'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0148 ***********************************************************************
 CG0148  DESIGNATION -  G 79
 CG0148  PID         -  CG0148
 CG0148  STATE/COUNTY-  AZ/COCHISE
 CG0148  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0148
 CG0148                         *CURRENT SURVEY CONTROL
 CG0148  ___________________________________________________________________
 CG0148* NAD 83(1986)-  31 31 52.     (N)    110 07 37.     (W)     SCALED    
 CG0148* NAVD 88     -      1245.23   (+/-2cm)    4085.4    (feet)  VERTCON   
 CG0148  ___________________________________________________________________
 CG0148  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CG0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0148
 CG0148.The horizontal coordinates were scaled from a topographic map and have
 CG0148.an estimated accuracy of +/- 6 seconds.
 CG0148
 CG0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0148.The vertical order pertains to the NGVD 29 superseded value.
 CG0148
 CG0148.The geoid height was determined by GEOID03.
 CG0148
 CG0148;                    North         East    Units  Estimated Accuracy
 CG0148;SPC AZ E     -    58,880.      217,130.      MT  (+/- 180 meters Scaled)
 CG0148
 CG0148                          SUPERSEDED SURVEY CONTROL
 CG0148
 CG0148  NGVD 29 (??/??/92) 1244.400  (m)         4082.67   (f) ADJ UNCH    2 0
 CG0148
 CG0148.Superseded values are not recommended for survey control.
 CG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0148.See file dsdata.txt to determine how the superseded data were derived.
 CG0148
 CG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV828887(NAD 83)
 CG0148_MARKER: DB = BENCH MARK DISK
 CG0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0148_SP_SET: BRIDGE
 CG0148_STAMPING: G 79 1934
 CG0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0148
 CG0148  HISTORY     - Date     Condition        Report By
 CG0148  HISTORY     - 1934     MONUMENTED       CGS
 CG0148
 CG0148                          STATION DESCRIPTION
 CG0148
 CG0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0148'3.3 MI SE FROM LEWIS SPRINGS.
 CG0148'3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0148'STATION AT LEWIS SPRINGS, COCHISE COUNTY, 8-1/2 RAILS SOUTHEAST OF
 CG0148'SIGNAL BLOCK 1062.3, AT BRIDGE 1062.28, IN THE TOP OF THE NORTHWEST
 CG0148'CORNER OF A CONCRETE HEADWALL, 1 FOOT SOUTHEAST OF THE NORTHWEST
 CG0148'CORNER, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G
 CG0148'79 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0158 ***********************************************************************
 DB0158  DESIGNATION -  G 8
 DB0158  PID         -  DB0158
 DB0158  STATE/COUNTY-  AZ/YUMA
 DB0158  USGS QUAD   -  LIGURTA (1965)
 DB0158
 DB0158                         *CURRENT SURVEY CONTROL
 DB0158  ___________________________________________________________________
 DB0158* NAD 83(1986)-  32 43 54.     (N)    114 21 05.     (W)     SCALED    
 DB0158* NAVD 88     -        59.75   (+/-2cm)     196.0    (feet)  VERTCON   
 DB0158  ___________________________________________________________________
 DB0158  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0158  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0158
 DB0158.The horizontal coordinates were scaled from a topographic map and have
 DB0158.an estimated accuracy of +/- 6 seconds.
 DB0158
 DB0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0158.The vertical order pertains to the NGVD 29 superseded value.
 DB0158
 DB0158.The geoid height was determined by GEOID03.
 DB0158
 DB0158;                    North         East    Units  Estimated Accuracy
 DB0158;SPC AZ W     -   192,160.      156,990.      MT  (+/- 180 meters Scaled)
 DB0158
 DB0158                          SUPERSEDED SURVEY CONTROL
 DB0158
 DB0158  NGVD 29 (??/??/??)   59.097  (m)          193.89   (f) ADJUSTED    1 2
 DB0158
 DB0158.Superseded values are not recommended for survey control.
 DB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0158.See file dsdata.txt to determine how the superseded data were derived.
 DB0158
 DB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS482246(NAD 83)
 DB0158_MARKER: DB = BENCH MARK DISK
 DB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0158_STAMPING: 193.887 G 8 1927
 DB0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0158+STABILITY: SURFACE MOTION
 DB0158
 DB0158  HISTORY     - Date     Condition        Report By
 DB0158  HISTORY     - 1927     MONUMENTED       CGS
 DB0158  HISTORY     - 1935     GOOD             NGS
 DB0158
 DB0158                          STATION DESCRIPTION
 DB0158
 DB0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0158'1.9 MI SE FROM DOME.
 DB0158'1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0158'FROM THE STATION AT DOME, YUMA COUNTY, 8 RAILS NORTHWEST OF THE
 DB0158'STATION SIGN AT GRANITE SPUR, 11 RAILS NORTHWEST OF BRIDGE 755.28,
 DB0158'107 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTH TRACK, ABOUT
 DB0158'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DB0158'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0129 ***********************************************************************
 CF0129  DESIGNATION -  G 81
 CF0129  PID         -  CF0129
 CF0129  STATE/COUNTY-  AZ/COCHISE
 CF0129  USGS QUAD   -  BISBEE SE (1958)
 CF0129
 CF0129                         *CURRENT SURVEY CONTROL
 CF0129  ___________________________________________________________________
 CF0129* NAD 83(1986)-  31 20 44.     (N)    109 46 03.     (W)     SCALED    
 CF0129* NAVD 88     -      1330.08   (+/-2cm)    4363.8    (feet)  VERTCON   
 CF0129  ___________________________________________________________________
 CF0129  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0129
 CF0129.The horizontal coordinates were scaled from a topographic map and have
 CF0129.an estimated accuracy of +/- 6 seconds.
 CF0129
 CF0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0129.The vertical order pertains to the NGVD 29 superseded value.
 CF0129
 CF0129.The geoid height was determined by GEOID03.
 CF0129
 CF0129;                    North         East    Units  Estimated Accuracy
 CF0129;SPC AZ E     -    38,380.      251,340.      MT  (+/- 180 meters Scaled)
 CF0129
 CF0129                          SUPERSEDED SURVEY CONTROL
 CF0129
 CF0129  NGVD 29 (??/??/92) 1329.251  (m)         4361.05   (f) ADJ UNCH    2 0
 CF0129
 CF0129.Superseded values are not recommended for survey control.
 CF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0129.See file dsdata.txt to determine how the superseded data were derived.
 CF0129
 CF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV172685(NAD 83)
 CF0129_MARKER: DB = BENCH MARK DISK
 CF0129_SETTING: 66 = SET IN ROCK OUTCROP
 CF0129_SP_SET: ROCK LEDGE
 CF0129_STAMPING: G 81 1934
 CF0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0129+STABILITY: POSITION/ELEVATION WELL
 CF0129
 CF0129  HISTORY     - Date     Condition        Report By
 CF0129  HISTORY     - 1934     MONUMENTED       CGS
 CF0129
 CF0129                          STATION DESCRIPTION
 CF0129
 CF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0129'12.1 MI E FROM NACO.
 CF0129'12.1 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0129'STATION AT NACO, COCHISE COUNTY, 1-1/2 POLES WEST OF MILEPOST 1093, 15
 CF0129'FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK LEDGE,
 CF0129'AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 81 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0073 ***********************************************************************
 CF0073  DESIGNATION -  G 82
 CF0073  PID         -  CF0073
 CF0073  STATE/COUNTY-  AZ/COCHISE
 CF0073  USGS QUAD   -  PARAMORE CRATER (1987)
 CF0073
 CF0073                         *CURRENT SURVEY CONTROL
 CF0073  ___________________________________________________________________
 CF0073* NAD 83(1986)-  31 36 27.     (N)    109 13 28.     (W)     SCALED    
 CF0073* NAVD 88     -      1425.38   (+/-2cm)    4676.4    (feet)  VERTCON   
 CF0073  ___________________________________________________________________
 CF0073  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CF0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0073
 CF0073.The horizontal coordinates were scaled from a topographic map and have
 CF0073.an estimated accuracy of +/- 6 seconds.
 CF0073
 CF0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0073.The vertical order pertains to the NGVD 29 superseded value.
 CF0073
 CF0073.The geoid height was determined by GEOID03.
 CF0073
 CF0073;                    North         East    Units  Estimated Accuracy
 CF0073;SPC AZ E     -    67,740.      302,760.      MT  (+/- 180 meters Scaled)
 CF0073
 CF0073                          SUPERSEDED SURVEY CONTROL
 CF0073
 CF0073  NGVD 29 (??/??/92) 1424.489  (m)         4673.51   (f) ADJ UNCH    2 0
 CF0073
 CF0073.Superseded values are not recommended for survey control.
 CF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0073.See file dsdata.txt to determine how the superseded data were derived.
 CF0073
 CF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV684982(NAD 83)
 CF0073_MARKER: DB = BENCH MARK DISK
 CF0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0073_STAMPING: G-82 1934
 CF0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0073+STABILITY: SURFACE MOTION
 CF0073
 CF0073  HISTORY     - Date     Condition        Report By
 CF0073  HISTORY     - 1934     MONUMENTED       CGS
 CF0073  HISTORY     - 1935     GOOD             NGS
 CF0073
 CF0073                          STATION DESCRIPTION
 CF0073
 CF0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0073'8.1 MI SW FROM APACHE.
 CF0073'8.1 MI. SW. OF DEPOT ALONG THE S.P.R.R., 2 1/2 POLES N.E. OF MILE POST
 CF0073'NO. 1139.  90 FT. S.E. OF THE CENTERLINE OF THE TRACK.  70 FT, N.W. OF
 CF0073'THE CENTERLINE OF U.S. HWY. NO. 80.  1 1/2 FT. N.W. OF FENCE LINE.
 CF0073'NOTE-- PROJ. 0.5 FT.  IT IS 54 FT. WEST NORTHWEST OF CENTERLINE OF
 CF0073'ROAD AND IS 7 FT. LOWER IN ELEVATION.  99 FT EAST SOUTHEAST OF
 CF0073'CENTERLINE OF RAILROAD TRACK AND IS 7.6 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0083 ***********************************************************************
 DA0083  DESIGNATION -  G 83
 DA0083  PID         -  DA0083
 DA0083  STATE/COUNTY-  AZ/PINAL
 DA0083  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0083
 DA0083                         *CURRENT SURVEY CONTROL
 DA0083  ___________________________________________________________________
 DA0083* NAD 83(1986)-  32 51 02.     (N)    112 05 19.     (W)     SCALED    
 DA0083* NAVD 88     -       478.77   (+/-2cm)    1570.8    (feet)  VERTCON   
 DA0083  ___________________________________________________________________
 DA0083  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0083
 DA0083.The horizontal coordinates were scaled from a topographic map and have
 DA0083.an estimated accuracy of +/- 6 seconds.
 DA0083
 DA0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0083.The vertical order pertains to the NGVD 29 superseded value.
 DA0083
 DA0083.The geoid height was determined by GEOID03.
 DA0083
 DA0083;                    North         East    Units  Estimated Accuracy
 DA0083;SPC AZ C     -   205,190.      197,270.      MT  (+/- 180 meters Scaled)
 DA0083
 DA0083                          SUPERSEDED SURVEY CONTROL
 DA0083
 DA0083  NGVD 29 (??/??/92)  478.158  (m)         1568.76   (f) ADJ UNCH    2 0
 DA0083
 DA0083.Superseded values are not recommended for survey control.
 DA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0083.See file dsdata.txt to determine how the superseded data were derived.
 DA0083
 DA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB981352(NAD 83)
 DA0083_MARKER: DB = BENCH MARK DISK
 DA0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0083_STAMPING: G 83 1935
 DA0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0083+STABILITY: SURFACE MOTION
 DA0083
 DA0083  HISTORY     - Date     Condition        Report By
 DA0083  HISTORY     - 1935     MONUMENTED       CGS
 DA0083  HISTORY     - 1951     GOOD             NGS
 DA0083  HISTORY     - 1977     GOOD             USGS
 DA0083
 DA0083                          STATION DESCRIPTION
 DA0083
 DA0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0083'7.6 MI W FROM STANFIELD.
 DA0083'7.6 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0083'STANFIELD, 0.4 MILE WEST OF THE JUNCTION OF HIDDEN VALLEY ROAD WHICH
 DA0083'LEADS NORTHEAST, ABOUT 90 YARDS EAST OF HIGHWAY MILE POST 158, 61.5
 DA0083'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11.3 FEET SOUTH OF A
 DA0083'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0083'THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0083
 DA0083                          STATION RECOVERY (1977)
 DA0083
 DA0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0083'STANFIELD POST OFFICE 8.1 MI W. AND SW. OF ALONG HWY. 84. NEAR
 DA0083'MILEPOST 158. ABOUT .045 MI. SW. OF T-RD. N HIDDEN VALLEY RD., 62 FT
 DA0083'SE OF CENTERLINE OF HWY. ABOUT 10 FT SE. OF HWY. RIGHT OF WAY FENCE,
 DA0083'AND ABOUT 1.5 FT LOWER THAN HWY. SURFACE. IN CONCRETE POST THAT
 DA0083'PROJECTS 0.3 FT. NGS DISK STAMPED G 83 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1241 ***********************************************************************
 CZ1241  DESIGNATION -  G 84
 CZ1241  PID         -  CZ1241
 CZ1241  STATE/COUNTY-  AZ/PINAL
 CZ1241  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1241
 CZ1241                         *CURRENT SURVEY CONTROL
 CZ1241  ___________________________________________________________________
 CZ1241* NAD 83(1986)-  32 44 58.     (N)    111 46 59.     (W)     SCALED    
 CZ1241* NAVD 88     -       445.81   (+/-2cm)    1462.6    (feet)  VERTCON   
 CZ1241  ___________________________________________________________________
 CZ1241  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ1241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1241
 CZ1241.The horizontal coordinates were scaled from a topographic map and have
 CZ1241.an estimated accuracy of +/- 6 seconds.
 CZ1241
 CZ1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1241.The vertical order pertains to the NGVD 29 superseded value.
 CZ1241
 CZ1241.The geoid height was determined by GEOID03.
 CZ1241
 CZ1241;                    North         East    Units  Estimated Accuracy
 CZ1241;SPC AZ C     -   193,980.      225,880.      MT  (+/- 180 meters Scaled)
 CZ1241
 CZ1241                          SUPERSEDED SURVEY CONTROL
 CZ1241
 CZ1241  NGVD 29 (??/??/92)  445.210  (m)         1460.66   (f) ADJ UNCH    2 0
 CZ1241
 CZ1241.Superseded values are not recommended for survey control.
 CZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1241.See file dsdata.txt to determine how the superseded data were derived.
 CZ1241
 CZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB266237(NAD 83)
 CZ1241_MARKER: DB = BENCH MARK DISK
 CZ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1241_STAMPING: G 84 1935
 CZ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1241+STABILITY: SURFACE MOTION
 CZ1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1241+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1241
 CZ1241  HISTORY     - Date     Condition        Report By
 CZ1241  HISTORY     - 1935     MONUMENTED       CGS
 CZ1241  HISTORY     - 1952     GOOD             NGS
 CZ1241  HISTORY     - 1966     GOOD             NGS
 CZ1241  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1241
 CZ1241                          STATION DESCRIPTION
 CZ1241
 CZ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1241'IN CHIU CHUISCHU.
 CZ1241'AT CHIU CHUISCHU, 9.8 MILES SOUTH OF CASA GRANDE, ABOUT 0.3 MILE SOUTH
 CZ1241'ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE OF CHIU
 CZ1241'CHUISCHU, ABOUT 0.25 MILE NORTH ALONG THE DIRT ROAD FROM THE COVERED
 CZ1241'WELLS ROAD, 319 FEET SOUTH OF A IRRIGATION DITCH, 74 FEET NORTH OF A
 CZ1241'FENCE CORNER, 33 FEET WEST OF THE CENTER LINE OF THE ROAD 12.9 FEET
 CZ1241'WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 CZ1241'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1241'LEVEL WITH THE ROAD.
 CZ1241
 CZ1241                          STATION RECOVERY (1966)
 CZ1241
 CZ1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1241'RECOVERED IN GOOD CONDITION.
 CZ1241
 CZ1241                          STATION RECOVERY (2008)
 CZ1241
 CZ1241'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1241'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1241'44.961' W111 46.994'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0254 ***********************************************************************
 DA0254  DESIGNATION -  G 85
 DA0254  PID         -  DA0254
 DA0254  STATE/COUNTY-  AZ/PIMA
 DA0254  USGS QUAD   -  GURLI PUT VO (1990)
 DA0254
 DA0254                         *CURRENT SURVEY CONTROL
 DA0254  ___________________________________________________________________
 DA0254* NAD 83(1986)-  32 11 43.     (N)    112 06 07.     (W)     SCALED    
 DA0254* NAVD 88     -       705.67   (+/-2cm)    2315.2    (feet)  VERTCON   
 DA0254  ___________________________________________________________________
 DA0254  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0254
 DA0254.The horizontal coordinates were scaled from a topographic map and have
 DA0254.an estimated accuracy of +/- 6 seconds.
 DA0254
 DA0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0254.The vertical order pertains to the NGVD 29 superseded value.
 DA0254
 DA0254.The geoid height was determined by GEOID03.
 DA0254
 DA0254;                    North         East    Units  Estimated Accuracy
 DA0254;SPC AZ C     -   132,530.      195,890.      MT  (+/- 180 meters Scaled)
 DA0254
 DA0254                          SUPERSEDED SURVEY CONTROL
 DA0254
 DA0254  NGVD 29 (??/??/92)  704.977  (m)         2312.91   (f) ADJ UNCH    2 0
 DA0254
 DA0254.Superseded values are not recommended for survey control.
 DA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0254.See file dsdata.txt to determine how the superseded data were derived.
 DA0254
 DA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA961626(NAD 83)
 DA0254_MARKER: DB = BENCH MARK DISK
 DA0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0254_STAMPING: G 84 1935
 DA0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0254+STABILITY: SURFACE MOTION
 DA0254
 DA0254  HISTORY     - Date     Condition        Report By
 DA0254  HISTORY     - 1935     MONUMENTED       CGS
 DA0254  HISTORY     - 1962     MARK NOT FOUND   USGS
 DA0254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0254
 DA0254                          STATION DESCRIPTION
 DA0254
 DA0254'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA0254'3.0 MI NE FROM COVERED WELLS.
 DA0254'3.0 MILES NORTHEAST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0254'GRAVEYARD AT COVERED WELLS, PIMA COUNTY, 24 FEET EAST OF THE
 DA0254'CENTERLINE OF THE ROAD, AND 20 FEET WEST OF A TELEPHONE LINE.  A
 DA0254'STANDARD DISK, STAMPED G 84 1935 AND SET IN THE TOP OF A CONCRETE
 DA0254'POST.  NOTE-- THE DISK IS ERRONEOUSLY STAMPED G 84 INSTEAD OF G 85.
 DA0254
 DA0254                          STATION RECOVERY (1988)
 DA0254
 DA0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1141 ***********************************************************************
 CZ1141  DESIGNATION -  G 88
 CZ1141  PID         -  CZ1141
 CZ1141  STATE/COUNTY-  AZ/PINAL
 CZ1141  USGS QUAD   -  VAIVA VO (1993)
 CZ1141
 CZ1141                         *CURRENT SURVEY CONTROL
 CZ1141  ___________________________________________________________________
 CZ1141* NAD 83(1986)-  32 44 27.     (N)    111 55 06.     (W)     SCALED    
 CZ1141* NAVD 88     -       428.37   (+/-2cm)    1405.4    (feet)  VERTCON   
 CZ1141  ___________________________________________________________________
 CZ1141  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1141
 CZ1141.The horizontal coordinates were scaled from a topographic map and have
 CZ1141.an estimated accuracy of +/- 6 seconds.
 CZ1141
 CZ1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1141.The vertical order pertains to the NGVD 29 superseded value.
 CZ1141
 CZ1141.The geoid height was determined by GEOID03.
 CZ1141
 CZ1141;                    North         East    Units  Estimated Accuracy
 CZ1141;SPC AZ C     -   193,010.      213,200.      MT  (+/- 180 meters Scaled)
 CZ1141
 CZ1141                          SUPERSEDED SURVEY CONTROL
 CZ1141
 CZ1141  NGVD 29 (??/??/92)  427.770  (m)         1403.44   (f) ADJ UNCH    2 0
 CZ1141
 CZ1141.Superseded values are not recommended for survey control.
 CZ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1141.See file dsdata.txt to determine how the superseded data were derived.
 CZ1141
 CZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB139229(NAD 83)
 CZ1141_MARKER: DB = BENCH MARK DISK
 CZ1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1141_STAMPING: G 88 1935
 CZ1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1141+STABILITY: SURFACE MOTION
 CZ1141
 CZ1141  HISTORY     - Date     Condition        Report By
 CZ1141  HISTORY     - 1935     MONUMENTED       CGS
 CZ1141  HISTORY     - 1951     GOOD             NGS
 CZ1141  HISTORY     - 1977     GOOD             USGS
 CZ1141
 CZ1141                          STATION DESCRIPTION
 CZ1141
 CZ1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1141'2.2 MI N FROM COCKLEBUR.
 CZ1141'2.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1141'VILLAGE OF COCKLEBUR, 0.3 MILE NORTHEAST OF THE Y JUNCTION OF A TRACK
 CZ1141'ROAD, IN A SMALL WASH, 31 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CZ1141'1.7 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1141'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1141
 CZ1141                          STATION RECOVERY (1977)
 CZ1141
 CZ1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1141'ADD NOTE-- EVIDENCE OF RD. HAS DISAPPEARED, NEAR WEST EDGE SANTA ROSA
 CZ1141'WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0009 ***********************************************************************
 DA0009  DESIGNATION -  G 89
 DA0009  PID         -  DA0009
 DA0009  STATE/COUNTY-  AZ/MARICOPA
 DA0009  USGS QUAD   -  CONLEY WELL (1979)
 DA0009
 DA0009                         *CURRENT SURVEY CONTROL
 DA0009  ___________________________________________________________________
 DA0009* NAD 83(1986)-  32 58 11.     (N)    112 17 20.     (W)     SCALED    
 DA0009* NAVD 88     -       465.18   (+/-2cm)    1526.2    (feet)  VERTCON   
 DA0009  ___________________________________________________________________
 DA0009  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0009
 DA0009.The horizontal coordinates were scaled from a topographic map and have
 DA0009.an estimated accuracy of +/- 6 seconds.
 DA0009
 DA0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0009.The vertical order pertains to the NGVD 29 superseded value.
 DA0009
 DA0009.The geoid height was determined by GEOID03.
 DA0009
 DA0009;                    North         East    Units  Estimated Accuracy
 DA0009;SPC AZ C     -   218,460.      178,570.      MT  (+/- 180 meters Scaled)
 DA0009
 DA0009                          SUPERSEDED SURVEY CONTROL
 DA0009
 DA0009  NGVD 29 (??/??/92)  464.547  (m)         1524.10   (f) ADJ UNCH    2 0
 DA0009
 DA0009.Superseded values are not recommended for survey control.
 DA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0009.See file dsdata.txt to determine how the superseded data were derived.
 DA0009
 DA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB795486(NAD 83)
 DA0009_MARKER: DB = BENCH MARK DISK
 DA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0009_STAMPING: G 89 1935
 DA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0009+STABILITY: SURFACE MOTION
 DA0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0009+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0009
 DA0009  HISTORY     - Date     Condition        Report By
 DA0009  HISTORY     - 1935     MONUMENTED       CGS
 DA0009  HISTORY     - 1977     GOOD             USGS
 DA0009  HISTORY     - 20080418 GOOD             GEOCAC
 DA0009
 DA0009                          STATION DESCRIPTION
 DA0009
 DA0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0009'6.5 MI S FROM MOBILE.
 DA0009'6.5 MILES SOUTH ALONG A DIRT ROAD LEADING TO THE BELLA LOMA SERVICE
 DA0009'STATION FROM MOBILE, MARICOPA COUNTY, IN A SANDY VALLEY, 150 FEET
 DA0009'NORTH OF A SMALL SAND WASH, AND 18 FEET EAST OF THE CENTERLINE OF THE
 DA0009'ROAD.  A STANDARD DISK, STAMPED G 89 1935 AND SET IN THE TOP OF A
 DA0009'CONCRETE POST.
 DA0009
 DA0009                          STATION RECOVERY (1977)
 DA0009
 DA0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0009'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0009'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0009'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE 1.0 MI N. ALONG A
 DA0009'SECTION LINE RD., THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0009'THENCE N. ALONG A SECTION LINE RD. FOR 4.3 MI TO RD. END, THENCE
 DA0009'CONTINUE CROSS COUNTRY N. ALONG A FENCE LINE FOR 0.7 MI, ABOUT 400 FT
 DA0009'S. OF SEC COR 19/T5S/R1E.
 DA0009
 DA0009                          STATION RECOVERY (2008)
 DA0009
 DA0009'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0009'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0009'THE DESCRIPTION - THE MARK IS 4.8 FEET EAST OF A FENCE. HANDHELD
 DA0009'COORDINATES
 DA0009'32 58 11.9 (N)   112 17 20.8 (W)  (NAD 83).
 DA0009' 
 DA0009'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF VEKOL ROAD
 DA0009'AND INTERSTATE HIGHWAY 8 TAKE VEKOL HIGHWAY NORTH FOR 1.9 MILES TO
 DA0009'VISTA AVENUE. TURN LEFT ON VISTA AVENUE AND GO WEST THROUGH THE GATE
 DA0009'AND ON THE INCREASINGLY DIM TRACK ROAD FOR 1.9 MILES TO ANOTHER DIM
 DA0009'TRACK ROAD. TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.1
 DA0009'MILES TO ANOTHER DIM TRACK ROAD.
 DA0009'TURN LEFT AND GO WEST ON THE DIM TRACK TOAD FOR 0.1 MILES TO A DIRT
 DA0009'ROAD. TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR 6.0 MILES TO A DIM
 DA0009'TRACK ROAD. CONTINUE NORTH ON THE DIM TRACK ROAD THAT GENERALLY
 DA0009'FOLLOWS THE FENCE LINE FOR 1.0 MILES TO THE STATION ON THE RIGHT.
 DA0009'TRAVEL WITH A HIGH CLEARANCE VEHICLE IS RECOMMENDED ON THE DIM ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1036 ***********************************************************************
 DA1036  DESIGNATION -  G 9
 DA1036  PID         -  DA1036
 DA1036  STATE/COUNTY-  AZ/YUMA
 DA1036  USGS QUAD   -  KOFA (1982)
 DA1036
 DA1036                         *CURRENT SURVEY CONTROL
 DA1036  ___________________________________________________________________
 DA1036* NAD 83(1986)-  32 52 48.     (N)    113 39 02.     (W)     SCALED    
 DA1036* NAVD 88     -       119.09   (+/-2cm)     390.7    (feet)  VERTCON   
 DA1036  ___________________________________________________________________
 DA1036  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DA1036  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1036
 DA1036.The horizontal coordinates were scaled from a topographic map and have
 DA1036.an estimated accuracy of +/- 6 seconds.
 DA1036
 DA1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1036.The vertical order pertains to the NGVD 29 superseded value.
 DA1036
 DA1036.The geoid height was determined by GEOID03.
 DA1036
 DA1036;                    North         East    Units  Estimated Accuracy
 DA1036;SPC AZ W     -   208,460.      222,670.      MT  (+/- 180 meters Scaled)
 DA1036
 DA1036                          SUPERSEDED SURVEY CONTROL
 DA1036
 DA1036  NGVD 29 (??/??/92)  118.474  (m)          388.69   (f) ADJ UNCH    1 2
 DA1036
 DA1036.Superseded values are not recommended for survey control.
 DA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1036.See file dsdata.txt to determine how the superseded data were derived.
 DA1036
 DA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB520410(NAD 83)
 DA1036_MARKER: DB = BENCH MARK DISK
 DA1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1036_STAMPING: 388.693 G 9 1927
 DA1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1036+STABILITY: SURFACE MOTION
 DA1036
 DA1036  HISTORY     - Date     Condition        Report By
 DA1036  HISTORY     - 1927     MONUMENTED       CGS
 DA1036  HISTORY     - 1958     GOOD             NGS
 DA1036
 DA1036                          STATION DESCRIPTION
 DA1036
 DA1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DA1036'19.6 MI SW FROM HYDER.
 DA1036'19.6 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1036'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 8-1/3 POLES
 DA1036'SOUTHWEST OF MILEPOST 803, 5 POLES NORTHEAST OF THE STATION AT KOFA,
 DA1036'4-1/3 POLES SOUTHWEST OF SEMAPHORE 8028, 95 FEET SOUTHEAST OF THE
 DA1036'CENTERLINE OF THE TRACK, 15 1/2 FEET SOUTHEAST OF THE NORTHWEST CORNER
 DA1036'OF A BOARD FENCE SURROUNDING THE SECTION HOUSE FOUNDATION, 1 FOOT
 DA1036'SOUTHWEST OF THE FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 DA1036'DISK, STAMPED 388.693 G 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 DA1036'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0288 ***********************************************************************
 DA0288  DESIGNATION -  G 90
 DA0288  PID         -  DA0288
 DA0288  STATE/COUNTY-  AZ/PIMA
 DA0288  USGS QUAD   -  VENTANA (1990)
 DA0288
 DA0288                         *CURRENT SURVEY CONTROL
 DA0288  ___________________________________________________________________
 DA0288* NAD 83(1986)-  32 27 09.     (N)    112 11 05.     (W)     SCALED    
 DA0288* NAVD 88     -       708.00   (+/-2cm)    2322.8    (feet)  VERTCON   
 DA0288  ___________________________________________________________________
 DA0288  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DA0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0288
 DA0288.The horizontal coordinates were scaled from a topographic map and have
 DA0288.an estimated accuracy of +/- 6 seconds.
 DA0288
 DA0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0288.The vertical order pertains to the NGVD 29 superseded value.
 DA0288
 DA0288.The geoid height was determined by GEOID03.
 DA0288
 DA0288;                    North         East    Units  Estimated Accuracy
 DA0288;SPC AZ C     -   161,070.      188,160.      MT  (+/- 180 meters Scaled)
 DA0288
 DA0288                          SUPERSEDED SURVEY CONTROL
 DA0288
 DA0288  NGVD 29 (??/??/92)  707.311  (m)         2320.57   (f) ADJ UNCH    2 0
 DA0288
 DA0288.Superseded values are not recommended for survey control.
 DA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0288.See file dsdata.txt to determine how the superseded data were derived.
 DA0288
 DA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA886912(NAD 83)
 DA0288_MARKER: DB = BENCH MARK DISK
 DA0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0288_STAMPING: G 90 1935
 DA0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0288+STABILITY: SURFACE MOTION
 DA0288
 DA0288  HISTORY     - Date     Condition        Report By
 DA0288  HISTORY     - 1935     MONUMENTED       CGS
 DA0288  HISTORY     - 1952     GOOD             NGS
 DA0288
 DA0288                          STATION DESCRIPTION
 DA0288
 DA0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0288'3.75 MI E FROM VENTANA.
 DA0288'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0288'ABOUT 1/2 MILE DUE EAST OF A HIGH ROCKY ISOLATED PEAK, 72 FEET SOUTH
 DA0288'OF THE CROSSING OF A WASH AND THE Y JUNCTION OF A TRACK ROAD LEADING
 DA0288'NORTH, AT THE Y JUNCTION OF A TRACK ROAD LEADING EAST, 17 FEET WEST OF
 DA0288'THE CENTER LINE OF AND ABOUT LEVEL WITH THE MAIN ROAD AND THE JUNCTION
 DA0288'OF A TRACK ROAD LEADING EAST, 1.7 FEET EAST OF A WITNESS POST, AND SET
 DA0288'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0936 ***********************************************************************
 CZ0936  DESIGNATION -  G 91
 CZ0936  PID         -  CZ0936
 CZ0936  STATE/COUNTY-  AZ/PIMA
 CZ0936  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0936
 CZ0936                         *CURRENT SURVEY CONTROL
 CZ0936  ___________________________________________________________________
 CZ0936* NAD 83(1986)-  32 19 13.     (N)    111 57 21.     (W)     SCALED    
 CZ0936* NAVD 88     -       542.28   (+/-2cm)    1779.1    (feet)  VERTCON   
 CZ0936  ___________________________________________________________________
 CZ0936  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 CZ0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0936
 CZ0936.The horizontal coordinates were scaled from a topographic map and have
 CZ0936.an estimated accuracy of +/- 6 seconds.
 CZ0936
 CZ0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0936.The vertical order pertains to the NGVD 29 superseded value.
 CZ0936
 CZ0936.The geoid height was determined by GEOID03.
 CZ0936
 CZ0936;                    North         East    Units  Estimated Accuracy
 CZ0936;SPC AZ C     -   146,380.      209,670.      MT  (+/- 180 meters Scaled)
 CZ0936
 CZ0936                          SUPERSEDED SURVEY CONTROL
 CZ0936
 CZ0936  NGVD 29 (??/??/92)  541.664  (m)         1777.11   (f) ADJ UNCH    2 0
 CZ0936
 CZ0936.Superseded values are not recommended for survey control.
 CZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0936.See file dsdata.txt to determine how the superseded data were derived.
 CZ0936
 CZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA100763(NAD 83)
 CZ0936_MARKER: DB = BENCH MARK DISK
 CZ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0936_STAMPING: G 91 1935
 CZ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0936+STABILITY: SURFACE MOTION
 CZ0936
 CZ0936  HISTORY     - Date     Condition        Report By
 CZ0936  HISTORY     - 1935     MONUMENTED       CGS
 CZ0936  HISTORY     - 1952     GOOD             NGS
 CZ0936
 CZ0936                          STATION DESCRIPTION
 CZ0936
 CZ0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0936'4.85 MI E FROM SANTA ROSA.
 CZ0936'4.85 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0936'BETWEEN TWO LARGE CLEARINGS, 0.2 MILE EAST OF THE CROSSING OF A 7 FOOT
 CZ0936'DEEP WASH WHICH OUTLINES THE EAST EDGE OF THE WEST CLEARING, ABOUT 50
 CZ0936'YARDS WEST OF THE WEST EDGE OF THE EAST CLEARING, 85 FEET SOUTH OF THE
 CZ0936'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.9 FEET NORTHEAST OF A
 CZ0936'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0886 ***********************************************************************
 CZ0886  DESIGNATION -  G 93
 CZ0886  PID         -  CZ0886
 CZ0886  STATE/COUNTY-  AZ/PIMA
 CZ0886  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0886
 CZ0886                         *CURRENT SURVEY CONTROL
 CZ0886  ___________________________________________________________________
 CZ0886* NAD 83(1986)-  32 22 43.     (N)    111 47 19.     (W)     SCALED    
 CZ0886* NAVD 88     -       567.60   (+/-2cm)    1862.2    (feet)  VERTCON   
 CZ0886  ___________________________________________________________________
 CZ0886  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0886
 CZ0886.The horizontal coordinates were scaled from a topographic map and have
 CZ0886.an estimated accuracy of +/- 6 seconds.
 CZ0886
 CZ0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0886.The vertical order pertains to the NGVD 29 superseded value.
 CZ0886
 CZ0886.The geoid height was determined by GEOID03.
 CZ0886
 CZ0886;                    North         East    Units  Estimated Accuracy
 CZ0886;SPC AZ C     -   152,850.      225,410.      MT  (+/- 180 meters Scaled)
 CZ0886
 CZ0886                          SUPERSEDED SURVEY CONTROL
 CZ0886
 CZ0886  NGVD 29 (??/??/92)  567.017  (m)         1860.29   (f) ADJ UNCH    2 0
 CZ0886
 CZ0886.Superseded values are not recommended for survey control.
 CZ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0886.See file dsdata.txt to determine how the superseded data were derived.
 CZ0886
 CZ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA258826(NAD 83)
 CZ0886_MARKER: DB = BENCH MARK DISK
 CZ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0886_STAMPING: G 93 1935
 CZ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0886+STABILITY: SURFACE MOTION
 CZ0886
 CZ0886  HISTORY     - Date     Condition        Report By
 CZ0886  HISTORY     - 1935     MONUMENTED       CGS
 CZ0886  HISTORY     - 1952     GOOD             NGS
 CZ0886
 CZ0886                          STATION DESCRIPTION
 CZ0886
 CZ0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0886'19.25 MI SE FROM KOMELIH.
 CZ0886'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0886'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 8.2 MILES SOUTH
 CZ0886'ALONG A DIM TRACK ROAD, 19.65 MILES NORTHEAST OF THE SCHOOL AT SANTA
 CZ0886'ROSA, AT A SMALL CLEARING, IN A FLAT COVERED WITH GREASWOOD, 0.4 MILE
 CZ0886'NORTH OF A LARGE WOODEN GATE WHICH THE ROAD PASSES THROUGH, ABOUT 100
 CZ0886'YARDS SOUTH OF A SMALL SANDY WASH, 15 FEET SOUTHWEST OF THE CENTER
 CZ0886'LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.8 FEET SOUTHEAST OF A WITNESS
 CZ0886'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CZ0886'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0603 ***********************************************************************
 CZ0603  DESIGNATION -  G 94
 CZ0603  PID         -  CZ0603
 CZ0603  STATE/COUNTY-  AZ/PIMA
 CZ0603  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0603
 CZ0603                         *CURRENT SURVEY CONTROL
 CZ0603  ___________________________________________________________________
 CZ0603* NAD 83(1986)-  32 27 45.     (N)    111 27 48.     (W)     SCALED    
 CZ0603* NAVD 88     -       697.07   (+/-2cm)    2287.0    (feet)  VERTCON   
 CZ0603  ___________________________________________________________________
 CZ0603  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0603
 CZ0603.The horizontal coordinates were scaled from a topographic map and have
 CZ0603.an estimated accuracy of +/- 6 seconds.
 CZ0603
 CZ0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0603.The vertical order pertains to the NGVD 29 superseded value.
 CZ0603
 CZ0603.The geoid height was determined by GEOID03.
 CZ0603
 CZ0603;                    North         East    Units  Estimated Accuracy
 CZ0603;SPC AZ C     -   162,240.      255,980.      MT  (+/- 180 meters Scaled)
 CZ0603
 CZ0603                          SUPERSEDED SURVEY CONTROL
 CZ0603
 CZ0603  NGVD 29 (??/??/92)  696.520  (m)         2285.17   (f) ADJ UNCH    2 0
 CZ0603
 CZ0603.Superseded values are not recommended for survey control.
 CZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0603.See file dsdata.txt to determine how the superseded data were derived.
 CZ0603
 CZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA564917(NAD 83)
 CZ0603_MARKER: DB = BENCH MARK DISK
 CZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0603_STAMPING: G 94 1935
 CZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0603+STABILITY: SURFACE MOTION
 CZ0603
 CZ0603  HISTORY     - Date     Condition        Report By
 CZ0603  HISTORY     - 1935     MONUMENTED       CGS
 CZ0603  HISTORY     - 1951     GOOD             NGS
 CZ0603
 CZ0603                          STATION DESCRIPTION
 CZ0603
 CZ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0603'10.3 MI E FROM SILVER BELL.
 CZ0603'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0603'BELL, THENCE 3.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.1 MILE
 CZ0603'SOUTHEAST OF THE INTERSECTION OF THE EL PASO NATURAL GAS CO. PRIVATE
 CZ0603'ROAD, 25 FEET SOUTHWEST OF THE CENTER LINE OF SILVER BELL ROAD, 2.2
 CZ0603'FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0603'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 CZ0603'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0608 ***********************************************************************
 FR0608  DESIGNATION -  G 95
 FR0608  PID         -  FR0608
 FR0608  STATE/COUNTY-  AZ/MOHAVE
 FR0608  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0608
 FR0608                         *CURRENT SURVEY CONTROL
 FR0608  ___________________________________________________________________
 FR0608* NAD 83(1986)-  35 54 09.     (N)    113 51 07.     (W)     SCALED    
 FR0608* NAVD 88     -      1520.265  (meters)    4987.74   (feet)  POSTED    
 FR0608  ___________________________________________________________________
 FR0608  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0608  DYNAMIC HT  -        1518.430 (meters)    4981.72  (feet)  COMP
 FR0608  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 FR0608
 FR0608  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0608
 FR0608.The horizontal coordinates were scaled from a topographic map and have
 FR0608.an estimated accuracy of +/- 6 seconds.
 FR0608
 FR0608.The orthometric height was determined by differential leveling
 FR0608.and adjusted by the  in 1992.
 FR0608.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0608.rate of 0.0 thru 1.0 mm/km.
 FR0608
 FR0608.The geoid height was determined by GEOID03.
 FR0608
 FR0608.The dynamic height is computed by dividing the NAVD 88
 FR0608.geopotential number by the normal gravity value computed on the
 FR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0608.degrees latitude (g = 980.6199 gals.).
 FR0608
 FR0608.The modeled gravity was interpolated from observed gravity values.
 FR0608
 FR0608;                    North         East    Units  Estimated Accuracy
 FR0608;SPC AZ W     -   543,720.      204,160.      MT  (+/- 180 meters Scaled)
 FR0608
 FR0608                          SUPERSEDED SURVEY CONTROL
 FR0608
 FR0608  NGVD 29 (??/??/92) 1519.427  (m)         4984.99   (f) ADJ UNCH    2 0
 FR0608
 FR0608.Superseded values are not recommended for survey control.
 FR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0608.See file dsdata.txt to determine how the superseded data were derived.
 FR0608
 FR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE426768(NAD 83)
 FR0608_MARKER: DB = BENCH MARK DISK
 FR0608_SETTING: 66 = SET IN ROCK OUTCROP
 FR0608_SP_SET: LIMESTONE OUTCROP
 FR0608_STAMPING: G 95 1935
 FR0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0608+STABILITY: POSITION/ELEVATION WELL
 FR0608
 FR0608  HISTORY     - Date     Condition        Report By
 FR0608  HISTORY     - 1935     MONUMENTED       CGS
 FR0608  HISTORY     - 1968     GOOD             USGS
 FR0608
 FR0608                          STATION DESCRIPTION
 FR0608
 FR0608'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0608'51.2 MI NW FROM PEACH SPRINGS.
 FR0608'51.2 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, AT THE JUNCTION
 FR0608'A JEEP TRAIL, LEADING NORTH, AND A TRACK ROAD, 0.2 MILES EAST OF AN
 FR0608'EARTH TANK, 155 FEET EAST OF THE ROAD AT DRAIN CROSSING, 100 FEET
 FR0608'SOUTH OF A JEEP TRAIL LEADING NORTH, 100 FEET NORTH OF A DRAIN, 6 FEET
 FR0608'EAST OF THE WEST EDGE AND IN THE TOP OF A GREY LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0653 ***********************************************************************
 FR0653  DESIGNATION -  G 96
 FR0653  PID         -  FR0653
 FR0653  STATE/COUNTY-  AZ/MOHAVE
 FR0653  USGS QUAD   -  HINDU CANYON (1967)
 FR0653
 FR0653                         *CURRENT SURVEY CONTROL
 FR0653  ___________________________________________________________________
 FR0653* NAD 83(1986)-  35 38 26.     (N)    113 32 47.     (W)     SCALED    
 FR0653* NAVD 88     -      1446.498  (meters)    4745.72   (feet)  POSTED    
 FR0653  ___________________________________________________________________
 FR0653  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FR0653  DYNAMIC HT  -        1444.710 (meters)    4739.85  (feet)  COMP
 FR0653  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 FR0653
 FR0653  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0653
 FR0653.The horizontal coordinates were scaled from a topographic map and have
 FR0653.an estimated accuracy of +/- 6 seconds.
 FR0653
 FR0653.The orthometric height was determined by differential leveling
 FR0653.and adjusted by the  in 1992.
 FR0653.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0653.was located on a no-check spur therefore a value was not computed.
 FR0653.No vertical observational check was made to the station.
 FR0653
 FR0653.The geoid height was determined by GEOID03.
 FR0653
 FR0653.The dynamic height is computed by dividing the NAVD 88
 FR0653.geopotential number by the normal gravity value computed on the
 FR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0653.degrees latitude (g = 980.6199 gals.).
 FR0653
 FR0653.The modeled gravity was interpolated from observed gravity values.
 FR0653
 FR0653;                    North         East    Units  Estimated Accuracy
 FR0653;SPC AZ W     -   514,670.      231,800.      MT  (+/- 180 meters Scaled)
 FR0653
 FR0653                          SUPERSEDED SURVEY CONTROL
 FR0653
 FR0653  NGVD 29 (??/??/92) 1445.602  (m)         4742.78   (f) ADJ UNCH    2 0
 FR0653
 FR0653.Superseded values are not recommended for survey control.
 FR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0653.See file dsdata.txt to determine how the superseded data were derived.
 FR0653
 FR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE694470(NAD 83)
 FR0653_MARKER: DB = BENCH MARK DISK
 FR0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0653_STAMPING: G 96 1935
 FR0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0653+STABILITY: SURFACE MOTION
 FR0653
 FR0653  HISTORY     - Date     Condition        Report By
 FR0653  HISTORY     - 1935     MONUMENTED       CGS
 FR0653  HISTORY     - 1958     GOOD             NGS
 FR0653
 FR0653                          STATION DESCRIPTION
 FR0653
 FR0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0653'9.2 MI NW FROM PEACH SPRINGS.
 FR0653'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0653'COUNTY, THENCE ABOUT 4.0 MILES NORTHEAST ALONG A ROAD, ABOUT 150 YARDS
 FR0653'NORTH OF THE TOP OF A KNOLL, AND 15 FEET WEST OF THE CENTER LINE OF
 FR0653'THE ROAD.  A STANDARD DISK, STAMPED G 96 1935 AND SET IN THE TOP OF A
 FR0653'CONCRETE POST.
 FR0653
 FR0653                          STATION RECOVERY (1958)
 FR0653
 FR0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FR0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0388 ***********************************************************************
 FR0388  DESIGNATION -  G 97
 FR0388  PID         -  FR0388
 FR0388  STATE/COUNTY-  AZ/MOHAVE
 FR0388  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0388
 FR0388                         *CURRENT SURVEY CONTROL
 FR0388  ___________________________________________________________________
 FR0388* NAD 83(1986)-  35 33 04.     (N)    113 25 17.     (W)     SCALED    
 FR0388* NAVD 88     -      1428.285  (meters)    4685.97   (feet)  POSTED    
 FR0388  ___________________________________________________________________
 FR0388  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FR0388  DYNAMIC HT  -        1426.500 (meters)    4680.11  (feet)  COMP
 FR0388  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 FR0388
 FR0388  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0388
 FR0388.The horizontal coordinates were scaled from a topographic map and have
 FR0388.an estimated accuracy of +/- 6 seconds.
 FR0388
 FR0388.The orthometric height was determined by differential leveling
 FR0388.and adjusted by the  in 1992.
 FR0388.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0388.was located on a no-check spur therefore a value was not computed.
 FR0388.No vertical observational check was made to the station.
 FR0388
 FR0388.The geoid height was determined by GEOID03.
 FR0388
 FR0388.The dynamic height is computed by dividing the NAVD 88
 FR0388.geopotential number by the normal gravity value computed on the
 FR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0388.degrees latitude (g = 980.6199 gals.).
 FR0388
 FR0388.The modeled gravity was interpolated from observed gravity values.
 FR0388
 FR0388;                    North         East    Units  Estimated Accuracy
 FR0388;SPC AZ W     -   504,780.      243,150.      MT  (+/- 180 meters Scaled)
 FR0388
 FR0388                          SUPERSEDED SURVEY CONTROL
 FR0388
 FR0388  NGVD 29 (??/??/92) 1427.348  (m)         4682.89   (f) ADJ UNCH    2 0
 FR0388
 FR0388.Superseded values are not recommended for survey control.
 FR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0388.See file dsdata.txt to determine how the superseded data were derived.
 FR0388
 FR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE805368(NAD 83)
 FR0388_MARKER: DB = BENCH MARK DISK
 FR0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0388_STAMPING: G 97 1935
 FR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0388+STABILITY: SURFACE MOTION
 FR0388
 FR0388  HISTORY     - Date     Condition        Report By
 FR0388  HISTORY     - 1935     MONUMENTED       CGS
 FR0388  HISTORY     - 1955     GOOD             NGS
 FR0388  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0388
 FR0388                          STATION DESCRIPTION
 FR0388
 FR0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0388'1.9 MI N FROM PEACH SPRINGS.
 FR0388'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS GO EAST ON U. S.
 FR0388'HIGHWAY NO. 66 FOR 0.1 MILE, TURN LEFT ON BLACK-TOP ROAD AND GO 0.6
 FR0388'MILES.  TAKE THE LEFT FORK (A GRAVEL ROAD) AND CONTINUE NORTHERLY PAST
 FR0388'A SMALL AIRPORT AND LUMBER MILL, FOR 1.1 MILES TO THE BENCH MARK ON
 FR0388'THE LEFT.  THE MARK IS 15 FT. NORTHWEST OF THE CENTERLINE OF THE ROAD.
 FR0388'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 FR0388'PROJECTING 6 INCHES.
 FR0388
 FR0388                          STATION RECOVERY (1982)
 FR0388
 FR0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0388'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0109 ***********************************************************************
 ET0109  DESIGNATION -  G 98
 ET0109  PID         -  ET0109
 ET0109  STATE/COUNTY-  AZ/YAVAPAI
 ET0109  USGS QUAD   -  PERKINSVILLE (1973)
 ET0109
 ET0109                         *CURRENT SURVEY CONTROL
 ET0109  ___________________________________________________________________
 ET0109* NAD 83(1986)-  34 53 55.     (N)    112 12 29.     (W)     SCALED    
 ET0109* NAVD 88     -      1196.84   (+/-2cm)    3926.6    (feet)  VERTCON   
 ET0109  ___________________________________________________________________
 ET0109  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ET0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0109
 ET0109.The horizontal coordinates were scaled from a topographic map and have
 ET0109.an estimated accuracy of +/- 6 seconds.
 ET0109
 ET0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0109.The vertical order pertains to the NGVD 29 superseded value.
 ET0109
 ET0109.The geoid height was determined by GEOID03.
 ET0109
 ET0109;                    North         East    Units  Estimated Accuracy
 ET0109;SPC AZ C     -   432,370.      186,730.      MT  (+/- 180 meters Scaled)
 ET0109
 ET0109                          SUPERSEDED SURVEY CONTROL
 ET0109
 ET0109  NGVD 29 (??/??/92) 1196.091  (m)         3924.18   (f) ADJ UNCH    2 0
 ET0109
 ET0109.Superseded values are not recommended for survey control.
 ET0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0109.See file dsdata.txt to determine how the superseded data were derived.
 ET0109
 ET0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD896624(NAD 83)
 ET0109_MARKER: DB = BENCH MARK DISK
 ET0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0109_STAMPING: G 98 1935
 ET0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0109+STABILITY: SURFACE MOTION
 ET0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0109+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 ET0109
 ET0109  HISTORY     - Date     Condition        Report By
 ET0109  HISTORY     - 1935     MONUMENTED       CGS
 ET0109  HISTORY     - 20010511 GOOD             NGS
 ET0109
 ET0109                          STATION DESCRIPTION
 ET0109
 ET0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0109'1.3 MI N FROM PERKINSVILLE.
 ET0109'1.3 MI. N. ALONG ROAD TO WILLIAMS. ABOUT 0.3 MI. N OF R. R. CROSSING,
 ET0109'50 FT. S. AT THE CENTER LINE OF A DRY WASH, 40 FT. W. OF THE CENTER
 ET0109'LINE OF HIGHWAY, 4 FT. S OF A FENCE CORNER, 1 FT. E. OF FENCE LINE.
 ET0109
 ET0109                          STATION RECOVERY (2001)
 ET0109
 ET0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0829 ***********************************************************************
 DW0829  DESIGNATION -  G 99
 DW0829  PID         -  DW0829
 DW0829  STATE/COUNTY-  AZ/LA PAZ
 DW0829  USGS QUAD   -  BOUSE (1990)
 DW0829
 DW0829                         *CURRENT SURVEY CONTROL
 DW0829  ___________________________________________________________________
 DW0829* NAD 83(1986)-  33 59 23.     (N)    114 04 47.     (W)     SCALED    
 DW0829* NAVD 88     -       247.94   (+/-2cm)     813.4    (feet)  VERTCON   
 DW0829  ___________________________________________________________________
 DW0829  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DW0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0829
 DW0829.The horizontal coordinates were scaled from a topographic map and have
 DW0829.an estimated accuracy of +/- 6 seconds.
 DW0829
 DW0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0829.The vertical order pertains to the NGVD 29 superseded value.
 DW0829
 DW0829.The geoid height was determined by GEOID03.
 DW0829
 DW0829;                    North         East    Units  Estimated Accuracy
 DW0829;SPC AZ W     -   331,570.      182,900.      MT  (+/- 180 meters Scaled)
 DW0829
 DW0829                          SUPERSEDED SURVEY CONTROL
 DW0829
 DW0829  NGVD 29 (??/??/??)  247.321  (m)          811.42   (f) ADJUSTED    2 0
 DW0829
 DW0829.Superseded values are not recommended for survey control.
 DW0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0829.See file dsdata.txt to determine how the superseded data were derived.
 DW0829
 DW0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT697648(NAD 83)
 DW0829_MARKER: DB = BENCH MARK DISK
 DW0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0829_STAMPING: G 99 1935
 DW0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0829+STABILITY: SURFACE MOTION
 DW0829
 DW0829  HISTORY     - Date     Condition        Report By
 DW0829  HISTORY     - 1935     MONUMENTED       CGS
 DW0829
 DW0829                          STATION DESCRIPTION
 DW0829
 DW0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DW0829'4.7 MI SE FROM WALL.
 DW0829'ABOUT 4.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0829'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 181 YARDS
 DW0829'(16 RAILS) SOUTHEAST OF MILEPOST 86, 12 RAILS SOUTHEAST OF WOODEN
 DW0829'BRIDGE 86 C, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 DW0829'AND 4.5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 DW0829'G 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1056 ***********************************************************************
 DA1056  DESIGNATION -  GAEL
 DA1056  PID         -  DA1056
 DA1056  STATE/COUNTY-  AZ/YUMA
 DA1056  USGS QUAD   -  TACNA (1982)
 DA1056
 DA1056                         *CURRENT SURVEY CONTROL
 DA1056  ___________________________________________________________________
 DA1056* NAD 83(1992)-  32 41 48.36252(N)    113 57 24.53855(W)     ADJUSTED  
 DA1056* NAVD 88     -       105.989  (meters)     347.73   (feet)  ADJUSTED  
 DA1056  ___________________________________________________________________
 DA1056  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 DA1056  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1056  DYNAMIC HT  -         105.867 (meters)     347.33  (feet)  COMP
 DA1056  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 DA1056
 DA1056  HORZ ORDER  -  FIRST
 DA1056  VERT ORDER  -  FIRST     CLASS II
 DA1056
 DA1056.The horizontal coordinates were established by classical geodetic methods
 DA1056.and adjusted by the National Geodetic Survey in August 1993.
 DA1056
 DA1056.The orthometric height was determined by differential leveling
 DA1056.and adjusted in June 1991.
 DA1056
 DA1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1056
 DA1056.The geoid height was determined by GEOID03.
 DA1056
 DA1056.The dynamic height is computed by dividing the NAVD 88
 DA1056.geopotential number by the normal gravity value computed on the
 DA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1056.degrees latitude (g = 980.6199 gals.).
 DA1056
 DA1056.The modeled gravity was interpolated from observed gravity values.
 DA1056
 DA1056;                    North         East     Units Scale Factor Converg.
 DA1056;SPC AZ W     -   188,151.049   193,967.787   MT  0.99993797   -0 06 42.2
 DA1056;SPC AZ W     -   617,293.47    636,377.25   iFT  0.99993797   -0 06 42.2
 DA1056;UTM  12      - 3,621,537.332   222,793.954   MT  1.00054765   -1 35 53.8
 DA1056;UTM  11      - 3,621,766.654   785,306.276   MT  1.00060385   +1 38 42.1
 DA1056
 DA1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1056!SPC AZ W     -   0.99998854  x   0.99993797  =   0.99992651
 DA1056!UTM  12      -   0.99998854  x   1.00054765  =   1.00053619
 DA1056!UTM  11      -   0.99998854  x   1.00060385  =   1.00059239
 DA1056
 DA1056|---------------------------------------------------------------------|
 DA1056| PID    Reference Object                     Distance      Geod. Az  |
 DA1056|                                                           dddmmss.s |
 DA1056| DA1057 GAEL RM 1                            20.028 METERS 07949     |
 DA1056| CH2324 GAEL RM 3 AZIMUTH                                  08916     |
 DA1056| DA1198 GAEL RM 4                            87.200 METERS 11306     |
 DA1056| DA1197 GAEL RM 5                            95.887 METERS 12105     |
 DA1056| DA1055 GAEL RM 2                            17.385 METERS 17021     |
 DA1056| DA1432 POSO                                APPROX. 7.1 KM 2130222.9 |
 DA1056|---------------------------------------------------------------------|
 DA1056
 DA1056                          SUPERSEDED SURVEY CONTROL
 DA1056
 DA1056  NAD 83(1986)-  32 41 48.35972(N)    113 57 24.54453(W) AD(       ) 1
 DA1056  NAD 27      -  32 41 48.18800(N)    113 57 21.79400(W) AD(       ) 1
 DA1056  NGVD 29 (07/19/86)  104.61   (m)          343.2    (f) LEVELING    3  
 DA1056
 DA1056.Superseded values are not recommended for survey control.
 DA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1056.See file dsdata.txt to determine how the superseded data were derived.
 DA1056
 DA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2279421537(NAD 83)
 DA1056_MARKER: DS = TRIANGULATION STATION DISK
 DA1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1056_STAMPING: GAEL 1934
 DA1056_MARK LOGO: CGS   
 DA1056_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1056+STABILITY: SURFACE MOTION
 DA1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA1056+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1056
 DA1056  HISTORY     - Date     Condition        Report By
 DA1056  HISTORY     - 1934     MONUMENTED       CGS
 DA1056  HISTORY     - 1952     GOOD             CGS
 DA1056  HISTORY     - 1952     GOOD             NGS
 DA1056  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1056  HISTORY     - 1981     GOOD             NGS
 DA1056  HISTORY     - 1981     GOOD             NGS
 DA1056  HISTORY     - 1981     GOOD             NGS
 DA1056  HISTORY     - 20090206 GOOD             GEOCAC
 DA1056
 DA1056                          STATION DESCRIPTION
 DA1056
 DA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1056'STATION IS ABOUT 9 MILES AIR LINE ENE OF WELLTON.  ABOUT
 DA1056'3-1/2 MILES AIR LINE E OF TACNA.  ABOUT 0.2 MILE W OF RALPHS
 DA1056'SERVICE STATION.  ON U.S. HIGHWAY 80 AND ABOUT 100 FEET N
 DA1056'OF SAID HIGHWAY.
 DA1056'
 DA1056'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DA1056'IN CONCRETE.
 DA1056'
 DA1056'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 DA1056'IN A DEPRESSION IN A BOULDER 3 FEET BELOW THE GROUND.
 DA1056'
 DA1056'AZIMUTH MARK IS ABOUT 0.2 MILE AIR LINE ESE OF STATION.  MARK
 DA1056'IS SET IN DRILL HOLE IN THE ABUTMENT OF A SIGNAL TOWER, SOUTHERN
 DA1056'PACIFIC RAILROAD, AND ON THE N SIDE OF TRACKS.  IT IS ALSO
 DA1056'OPPOSITE SITE OF RALPHS SERVICE STATION.
 DA1056'
 DA1056'REACHED FROM TACNA AS FOLLOWS--GO E ON U.S. HIGHWAY 80 FOR
 DA1056'3.7 MILES TO STATION WHICH IS LOCATED ON N SIDE OF HIGHWAY.
 DA1056
 DA1056                          STATION RECOVERY (1952)
 DA1056
 DA1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1056'STATION IS LOCATED, 10.4 MILES EAST ALONG THE SOUTHERN PACIFIC
 DA1056'COMPANY RAILROAD FROM THE WATER TANK AT WELLTON, AT RALPHS
 DA1056'MILL, AT THE T AND W MOTEL, A STANDARD TRIANGULATION STATION
 DA1056'DISK STAMPED GAEL 1934 SET IN THE TOP OF A CONCRETE POST
 DA1056'PROJECTING 0.4 FOOT ABOVE THE GROUND, 109 FEET NORTH OF THE
 DA1056'CENTER LINE OF THE HIGHWAY, 129 FEET WEST OF A STREET, 14.7
 DA1056'FEET EAST OF THE SOUTHEAST CORNER OF THE T AND W MOTEL,
 DA1056'REFERENCE MARK NO. 1 A STANDARD REFERENCE MARK DISK STAMPED GAEL
 DA1056'R.M.  1 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA1056'FOOT ABOVE THE GROUND, 97 FEET EAST OF THE EAST SIDE OF THE
 DA1056'T AND W MOTEL, 118 FEET NORTH OF THE CENTER LINE OF THE
 DA1056'HIGHWAY, 64.2 FEET EAST OF THE STATION, 58 FEET WEST OF
 DA1056'A STREET, AND 1 FOOT LOWER THAN THE HIGHWAY.  REFERENCE
 DA1056'MARK NO. 2, A STANDARD REFERENCE MARK DISK STAMPED GAEL
 DA1056'R.M. 2 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DA1056'FOOT ABOVE THE GROUND, 86.9 FEET SOUTHWEST OF GAEL R.M.
 DA1056'NO 1, 49.7 FEET NORTH OF THE CENTER LINE OF THE
 DA1056'HIGHWAY, 57 FEET SOUTH OF THE STATION, 35.2 FEET
 DA1056'NORTHEAST OF THE EAST CORNER OF THE T AND W MOTEL, AND
 DA1056'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  AZIMUTH MARK, A THOROUGH
 DA1056'SEARCH WAS MADE FOR THIS MARK, BUT NOT RECOVERED AT
 DA1056'THIS DATE.
 DA1056
 DA1056                          STATION RECOVERY (1952)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA1056'10.4 MI E FROM WELLTON.
 DA1056'10.4 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1056'WATER TANK AT WELLTON AT RALPHS MILL, AT THE T AND W MOTEL, 109 FEET
 DA1056'NORTH OF THE CENTER LINE OF THE HIGHWAY, 129 FEET WEST OF A STREET,
 DA1056'14.7 FEET EAST OF THE MOTEL, 57 FEET NORTH OF GAEL R.M. 2, 64.2 FEET
 DA1056'WEST OF GAEL R.M. 1, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 DA1056'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA1056'NOTE-- IN THE TOWN OF TACNA, SITUATED ALONG THE EAST SIDE OF DARLING
 DA1056'RANCH MOTEL, 15 FEET EAST FROM ITS WALL.  100 FEET NORTH FROM THE
 DA1056'CENTERLINE OF THE PRESENT HIGHWAY, AND 120 FEET WEST FROM THE
 DA1056'CENTERLINE OF A SIDE STREET.
 DA1056
 DA1056                          STATION RECOVERY (1960)
 DA1056
 DA1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1056'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED
 DA1056'AND FOUND IN GOOD CONDITION.  REFERENCE MARKS 2 AND 3 HAVE
 DA1056'BEEN DESTROYED.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED
 DA1056'AT THIS OCCUPATION.
 DA1056'
 DA1056'REFERENCE MARK 4, STAMPED GAEL NO 4 1934, IS A STANDARD
 DA1056'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES
 DA1056'AND IS 99.5 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN
 DA1056'PACIFIC RAILROAD, 50 FEET SOUTH OF THE CENTER LINE OF U.S.
 DA1056'HIGHWAY 80 AND 3 FEET WEST OF OF A METAL WITNESS POST WITH
 DA1056'SIGN ATTACHED.
 DA1056'
 DA1056'REFERENCE MARK 5, STAMPED GAEL NO 5 1934, IS A STANDARD
 DA1056'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DA1056'AREA, 49 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC
 DA1056'RAILROAD AND 1.5 FEET NORTHWEST OF A TELEGRAPH POLE.  THE
 DA1056'ARROW IS POINTING TOWARDS REFERENCE MARK 4.
 DA1056'
 DA1056'THE STATION MARK IS IN A LOCATION WHERE IT MAY ULTIMATELY
 DA1056'BE DISTURBED.  R.M. 4 IS THE SUBSTITUTE STATION.
 DA1056
 DA1056                          STATION RECOVERY (1981)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1056'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1056'POST OFFICE IN TACNA, 33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF
 DA1056'THE HIGHWAY, 39.3 M (129 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED
 DA1056'STREET, 13.0 M (42.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 DA1056'CINDER BLOCK BUILDING, 4.6 M (15.0 FT) NORTHEAST OF THE NORTHEAST
 DA1056'FACE OF THE BUILDING, 95.9 M (314 FT) NORTHWEST OF GAEL RM 5, 87.2 M
 DA1056'NORTHWEST OF GAEL RM 4.
 DA1056'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA1056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1056
 DA1056                          STATION RECOVERY (1981)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1056'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1056'POST OFFICE IN TACNA, 33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF
 DA1056'THE HIGHWAY, 39.3 M (129 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED
 DA1056'STREET, 13.0 M (42.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 DA1056'CINDER BLOCK BUILDING, 4.6 M (15.0 FT) NORTHEAST OF THE NORTHEAST
 DA1056'FACE OF THE BUILDING, 95.9 M (314 FT) NORTHWEST OF GAEL RM 5, 87.2 M
 DA1056'NORTHWEST OF GAEL RM 4.
 DA1056'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA1056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1056
 DA1056                          STATION RECOVERY (1981)
 DA1056
 DA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1056'RECOVERED IN GOOD CONDITION.
 DA1056
 DA1056                          STATION RECOVERY (2009)
 DA1056
 DA1056'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1055 ***********************************************************************
 DA1055  DESIGNATION -  GAEL RM 2
 DA1055  PID         -  DA1055
 DA1055  STATE/COUNTY-  AZ/YUMA
 DA1055  USGS QUAD   -  TACNA (1982)
 DA1055
 DA1055                         *CURRENT SURVEY CONTROL
 DA1055  ___________________________________________________________________
 DA1055* NAD 83(1986)-  32 41 48.     (N)    113 57 24.     (W)     SCALED    
 DA1055* NAVD 88     -       106.14   (+/-2cm)     348.2    (feet)  VERTCON   
 DA1055  ___________________________________________________________________
 DA1055  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1055
 DA1055.The horizontal coordinates were scaled from a topographic map and have
 DA1055.an estimated accuracy of +/- 6 seconds.
 DA1055
 DA1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1055.The vertical order pertains to the NGVD 29 superseded value.
 DA1055
 DA1055.The geoid height was determined by GEOID03.
 DA1055
 DA1055;                    North         East    Units  Estimated Accuracy
 DA1055;SPC AZ W     -   188,140.      193,980.      MT  (+/- 180 meters Scaled)
 DA1055
 DA1055                          SUPERSEDED SURVEY CONTROL
 DA1055
 DA1055  NGVD 29 (??/??/92)  105.47   (m)          346.0    (f) COMPUTED    1 2
 DA1055
 DA1055.Superseded values are not recommended for survey control.
 DA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1055.See file dsdata.txt to determine how the superseded data were derived.
 DA1055
 DA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB228215(NAD 83)
 DA1055_MARKER: DR = REFERENCE MARK DISK
 DA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1055_STAMPING: GAEL NO.2 1934
 DA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1055+STABILITY: SURFACE MOTION
 DA1055
 DA1055  HISTORY     - Date     Condition        Report By
 DA1055  HISTORY     - 1934     MONUMENTED       CGS
 DA1055  HISTORY     - 1952     GOOD             NGS
 DA1055
 DA1055                          STATION DESCRIPTION
 DA1055
 DA1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1055'10.4 MI E FROM WELLTON.
 DA1055'10.4 MILES EAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1055'WATER TANK AT WELLTON, AT RALPHS MILL, AT THE T AND W MOTEL, 86.9 FEET
 DA1055'SOUTHWEST OF GAEL R.M. NO. 1, 49.7 FEET NORTH OF THE CENTER LINE OF
 DA1055'THE HIGHWAY, 57 FEET SOUTH OF GAEL TRIANGULATION STATION, 35.2 FEET
 DA1055'NORTHEAST OF THE EAST CORNER OF THE MOTEL, ABOUT 1 FOOT LOWER THAN THE
 DA1055'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 DA1055'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1198 ***********************************************************************
 DA1198  DESIGNATION -  GAEL RM 4
 DA1198  PID         -  DA1198
 DA1198  STATE/COUNTY-  AZ/YUMA
 DA1198  USGS QUAD   -  TACNA (1982)
 DA1198
 DA1198                         *CURRENT SURVEY CONTROL
 DA1198  ___________________________________________________________________
 DA1198* NAD 83(1992)-  32 41 47.25198(N)    113 57 21.45922(W)     ADJUSTED  
 DA1198* NAVD 88     -       106.790  (meters)     350.36   (feet)  ADJUSTED  
 DA1198  ___________________________________________________________________
 DA1198  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DA1198  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1198  DYNAMIC HT  -         106.667 (meters)     349.96  (feet)  COMP
 DA1198  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 DA1198
 DA1198  HORZ ORDER  -  SECOND
 DA1198  VERT ORDER  -  FIRST     CLASS II
 DA1198
 DA1198.The horizontal coordinates were established by classical geodetic methods
 DA1198.and adjusted by the National Geodetic Survey in August 1993.
 DA1198
 DA1198.The orthometric height was determined by differential leveling
 DA1198.and adjusted in June 1991.
 DA1198
 DA1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1198
 DA1198.The geoid height was determined by GEOID03.
 DA1198
 DA1198.The dynamic height is computed by dividing the NAVD 88
 DA1198.geopotential number by the normal gravity value computed on the
 DA1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1198.degrees latitude (g = 980.6199 gals.).
 DA1198
 DA1198.The modeled gravity was interpolated from observed gravity values.
 DA1198
 DA1198;                    North         East     Units Scale Factor Converg.
 DA1198;SPC AZ W     -   188,116.685   194,047.925   MT  0.99993793   -0 06 40.5
 DA1198;SPC AZ W     -   617,180.73    636,640.17   iFT  0.99993793   -0 06 40.5
 DA1198;UTM  12      - 3,621,500.878   222,873.222   MT  1.00054711   -1 35 52.1
 DA1198;UTM  11      - 3,621,734.741   785,387.484   MT  1.00060442   +1 38 43.7
 DA1198
 DA1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1198!SPC AZ W     -   0.99998842  x   0.99993793  =   0.99992635
 DA1198!UTM  12      -   0.99998842  x   1.00054711  =   1.00053552
 DA1198!UTM  11      -   0.99998842  x   1.00060442  =   1.00059283
 DA1198
 DA1198:                Primary Azimuth Mark                     Grid Az
 DA1198:SPC AZ W     -  SIGMA                                    080 10 24.4
 DA1198:UTM  12      -  SIGMA                                    081 39 36.0
 DA1198:UTM  11      -  SIGMA                                    078 25 00.2
 DA1198
 DA1198|---------------------------------------------------------------------|
 DA1198| PID    Reference Object                     Distance      Geod. Az  |
 DA1198|                                                           dddmmss.s |
 DA1198| DA1138 SIGMA                               APPROX. 2.6 KM 0800343.9 |
 DA1198| DA1197 GAEL RM 5                            15.418 METERS 17254     |
 DA1198| DA1056 GAEL                                 87.200 METERS 29306     |
 DA1198| DA1057 GAEL RM 1                            71.307 METERS 30158     |
 DA1198|---------------------------------------------------------------------|
 DA1198
 DA1198                          SUPERSEDED SURVEY CONTROL
 DA1198
 DA1198  NAD 83(1986)-  32 41 47.24921(N)    113 57 21.46530(W) AD(       ) 2
 DA1198  NAD 27      -  32 41 47.07730(N)    113 57 18.71400(W) AD(       ) 2
 DA1198  NGVD 29 (07/19/86)  106.13   (m)          348.2    (f) LEVELING    3  
 DA1198
 DA1198.Superseded values are not recommended for survey control.
 DA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1198.See file dsdata.txt to determine how the superseded data were derived.
 DA1198
 DA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2287321501(NAD 83)
 DA1198_MARKER: DR = REFERENCE MARK DISK
 DA1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1198_SP_SET: CONCRETE POST
 DA1198_STAMPING: GAEL NO 4 1934
 DA1198_MARK LOGO: CGS   
 DA1198_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1198+STABILITY: SURFACE MOTION
 DA1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1198+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1198
 DA1198  HISTORY     - Date     Condition        Report By
 DA1198  HISTORY     - 1960     MONUMENTED       CGS
 DA1198  HISTORY     - 1964     GOOD             USGS
 DA1198  HISTORY     - 1981     GOOD             NGS
 DA1198  HISTORY     - 20090206 GOOD             GEOCAC
 DA1198
 DA1198                          STATION DESCRIPTION
 DA1198
 DA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1198'THE STATION IS IN THE TOWN OF TACNA (NEW TACNA), 285 FEET
 DA1198'SOUTHEAST OF THE SOUTHEAST CORNER OF THE DARLING RANCH MOTEL,
 DA1198'50 FEET SOUTH FROM THE CENTER LINE OF U.S. HIGHWAY 80, 99.5
 DA1198'FEET NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD
 DA1198'AND 3 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1198'
 DA1198'THE STATION MARK IS A STANDARD REFERENCE MARK DISK SET IN
 DA1198'A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 DA1198'GAEL NO 4 1934.
 DA1198'
 DA1198'THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK SET
 DA1198'IN A MASS OF CONCRETE ABOUT 30 INCHES BELOW THE SURFACE
 DA1198'AND IS STAMPED GAEL NO 4 1934.  REFERENCE MARK 2 WAS FOUND
 DA1198'DESTROYED, THE CONCRETE POST ABOVE GROUND.
 DA1198'
 DA1198'REFERENCE MARK 5, STAMPED GAEL NO 5 1934, IS A STANDARD
 DA1198'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 DA1198'IS SET 1.5 FEET NORTHWEST OF A TELEGRAPH POLE 49 FEET NORTH
 DA1198'OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD.  THE
 DA1198'ARROW IS POINTING TO R.M. 4.
 DA1198'
 DA1198'GAEL 1934, STAMPED GAEL 1934 WITH AN UNDERGROUND MARK STAMPED
 DA1198'IDENTICALLY, IS A STANDARD TRIANGULATION DISK SET IN A SQUARE
 DA1198'CONCRETE POST PROJECTING 4 INCHES.  IT IS 10 FEET EAST OF THE EAST
 DA1198'WALL OF THE DARLING RANCH MOTEL AND 100 FEET NORTH OF THE
 DA1198'CENTER LINE OF U.S. HIGHWAY 80.
 DA1198'
 DA1198'GAEL R.M. 1 1934 IS A STANDARD REFERENCE MARK DISK SET IN
 DA1198'A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING AREA, 100
 DA1198'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80 WITH THE
 DA1198'ARROW POINTING TOWARDS GAEL 1934.
 DA1198'
 DA1198'B M 1118 + 45 IS A BRONZE DISK OF THE ARIZONA HIGHWAY DEPARTMENT
 DA1198'SET IN A DRILL HOLE IN THE TOP OF THE SOUTH HEADWALL OF A
 DA1198'CULVERT 15 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80
 DA1198'AND STAMPED 347.48 1118 + 45 1941.  IT IS 1-FOOT HIGHER THAN
 DA1198'THE SURFACE OF THE HIGHWAY.
 DA1198'
 DA1198'A 2-WHEEL DRIVE STATION.
 DA1198
 DA1198                          STATION RECOVERY (1964)
 DA1198
 DA1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1198'RECOVERED IN GOOD CONDITION.
 DA1198
 DA1198                          STATION RECOVERY (1981)
 DA1198
 DA1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1198'IN TACNA.
 DA1198'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1198'POST OFFICE IN TACNA, 15.2 M (50.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1198'THE HIGHWAY, 29.9 M (98.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 DA1198'THE SOUTHERN PACIFIC RAILROAD TRACKS, 87.2 M (286 FT) SOUTHEAST
 DA1198'ACROSS THE HIGHWAY FROM STATION GAEL, 15.2 M (50.0 FT) NORTHWEST OF
 DA1198'GAEL RM 5.
 DA1198'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA1198'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1198
 DA1198                          STATION RECOVERY (2009)
 DA1198
 DA1198'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1197 ***********************************************************************
 DA1197  DESIGNATION -  GAEL RM 5
 DA1197  PID         -  DA1197
 DA1197  STATE/COUNTY-  AZ/YUMA
 DA1197  USGS QUAD   -  TACNA (1982)
 DA1197
 DA1197                         *CURRENT SURVEY CONTROL
 DA1197  ___________________________________________________________________
 DA1197* NAD 83(1992)-  32 41 46.75531(N)    113 57 21.38604(W)     NO CHECK  
 DA1197* NAVD 88     -       106.769  (meters)     350.29   (feet)  ADJUSTED  
 DA1197  ___________________________________________________________________
 DA1197  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DA1197  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DA1197  DYNAMIC HT  -         106.646 (meters)     349.89  (feet)  COMP
 DA1197  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 DA1197
 DA1197  HORZ ORDER  -  SECOND
 DA1197  VERT ORDER  -  FIRST     CLASS II
 DA1197
 DA1197.The horizontal coordinates were established by classical geodetic methods
 DA1197.and adjusted by the National Geodetic Survey in August 1993.
 DA1197.No horizontal observational check was made to the station.
 DA1197
 DA1197.The orthometric height was determined by differential leveling
 DA1197.and adjusted in June 1991.
 DA1197
 DA1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1197
 DA1197.The geoid height was determined by GEOID03.
 DA1197
 DA1197.The dynamic height is computed by dividing the NAVD 88
 DA1197.geopotential number by the normal gravity value computed on the
 DA1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1197.degrees latitude (g = 980.6199 gals.).
 DA1197
 DA1197.The modeled gravity was interpolated from observed gravity values.
 DA1197
 DA1197;                    North         East     Units Scale Factor Converg.
 DA1197;SPC AZ W     -   188,101.382   194,049.802   MT  0.99993793   -0 06 40.5
 DA1197;SPC AZ W     -   617,130.52    636,646.33   iFT  0.99993793   -0 06 40.5
 DA1197;UTM  12      - 3,621,485.522   222,874.701   MT  1.00054710   -1 35 52.0
 DA1197;UTM  11      - 3,621,719.493   785,389.830   MT  1.00060444   +1 38 43.7
 DA1197
 DA1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1197!SPC AZ W     -   0.99998842  x   0.99993793  =   0.99992635
 DA1197!UTM  12      -   0.99998842  x   1.00054710  =   1.00053551
 DA1197!UTM  11      -   0.99998842  x   1.00060444  =   1.00059285
 DA1197
 DA1197                          SUPERSEDED SURVEY CONTROL
 DA1197
 DA1197  NAD 83(1986)-  32 41 46.75255(N)    113 57 21.39212(W) AD(       ) 2
 DA1197  NAD 27      -  32 41 46.58070(N)    113 57 18.64076(W) AD(       ) 2
 DA1197
 DA1197.Superseded values are not recommended for survey control.
 DA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1197.See file dsdata.txt to determine how the superseded data were derived.
 DA1197
 DA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2287521486(NAD 83)
 DA1197_MARKER: DR = REFERENCE MARK DISK
 DA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1197_SP_SET: CONCRETE POST
 DA1197_STAMPING: GAEL NO 5 1934
 DA1197_MARK LOGO: CGS   
 DA1197_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1197+STABILITY: SURFACE MOTION
 DA1197
 DA1197  HISTORY     - Date     Condition        Report By
 DA1197  HISTORY     - 1960     MONUMENTED       CGS
 DA1197  HISTORY     - 1981     GOOD             NGS
 DA1197  HISTORY     - 20090206 MARK NOT FOUND   GEOCAC
 DA1197
 DA1197                          STATION DESCRIPTION
 DA1197
 DA1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1197'IN TACNA.
 DA1197'IN TACNA, 0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1197'POST OFFICE IN TACNA, 30.5 M (100 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1197'THE HIGHWAY, 14.3 M (47.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA1197'SOUTHERN PACIFIC RAILROAD TRACKS, 95.9 M (315 FT) SOUTHEAST ACROSS THE
 DA1197'HIGHWAY FROM STATION GAEL, 15.2 M (50.0 FT) SOUTHEAST OF GAEL RM 4.
 DA1197'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA1197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1197
 DA1197                          STATION RECOVERY (2009)
 DA1197
 DA1197'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1197'A WITNESS POST IS PRESENT AS INDICATED BUT NO MONUMENT OR MARK WAS
 DA1197'FOUND AT THE LOCATION.
 DA1197'SAND HAS ACCUMULATED AND THE MARK MAY BE BELOW GRADE. PROBED
 DA1197'APPROXIMATELY 1 FOOT DEEP
 DA1197'BUT DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1556 ***********************************************************************
 DA1556  DESIGNATION -  GAF
 DA1556  PID         -  DA1556
 DA1556  STATE/COUNTY-  AZ/MARICOPA
 DA1556  USGS QUAD   -  GILA BEND (1973)
 DA1556
 DA1556                         *CURRENT SURVEY CONTROL
 DA1556  ___________________________________________________________________
 DA1556* NAD 83(1992)-  32 53 26.34849(N)    112 44 56.34368(W)     ADJUSTED  
 DA1556* NAVD 88     -       253.12   (+/-2cm)     830.4    (feet)  VERTCON   
 DA1556  ___________________________________________________________________
 DA1556  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DA1556  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA1556  HORZ ORDER  -  SECOND
 DA1556  VERT ORDER  -  THIRD ? (See Below)
 DA1556
 DA1556.The horizontal coordinates were established by classical geodetic methods
 DA1556.and adjusted by the National Geodetic Survey in August 1993.
 DA1556
 DA1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1556.The vertical order pertains to the NGVD 29 superseded value.
 DA1556
 DA1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1556
 DA1556.The geoid height was determined by GEOID03.
 DA1556
 DA1556;                    North         East     Units Scale Factor Converg.
 DA1556;SPC AZ C     -   209,932.881   135,488.086   MT  0.99997475   -0 27 07.2
 DA1556;SPC AZ C     -   688,756.17    444,514.72   iFT  0.99997475   -0 27 07.2
 DA1556;UTM  12      - 3,640,520.930   336,405.424   MT  0.99993000   -0 56 59.9
 DA1556
 DA1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1556!SPC AZ C     -   0.99996517  x   0.99997475  =   0.99993992
 DA1556!UTM  12      -   0.99996517  x   0.99993000  =   0.99989517
 DA1556
 DA1556|---------------------------------------------------------------------|
 DA1556| PID    Reference Object                     Distance      Geod. Az  |
 DA1556|                                                           dddmmss.s |
 DA1556| CH5194 GAF RM 1                             13.194 METERS 02542     |
 DA1556| DA1555 MCCOY                               APPROX. 5.7 KM 0254630.2 |
 DA1556| DA1551 GILA BEND AFB WATER TANK            APPROX. 1.9 KM 1193839.5 |
 DA1556| CH5195 GAF RM 2                             13.154 METERS 20618     |
 DA1556|---------------------------------------------------------------------|
 DA1556
 DA1556                          SUPERSEDED SURVEY CONTROL
 DA1556
 DA1556  NAD 83(1986)-  32 53 26.34146(N)    112 44 56.34851(W) AD(       ) 2
 DA1556  NAD 27      -  32 53 26.17207(N)    112 44 53.74796(W) AD(       ) 2
 DA1556  NGVD 29 (07/19/86)  252.53   (m)          828.5    (f) LEVELING    3  
 DA1556
 DA1556.Superseded values are not recommended for survey control.
 DA1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1556.See file dsdata.txt to determine how the superseded data were derived.
 DA1556
 DA1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3640540521(NAD 83)
 DA1556_MARKER: DD = SURVEY DISK
 DA1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1556+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1556
 DA1556  HISTORY     - Date     Condition        Report By
 DA1556  HISTORY     - 1975     MONUMENTED       AZDT
 DA1556  HISTORY     - 20010730 MARK NOT FOUND   NGS
 DA1556  HISTORY     - 20060128 GOOD             USPSQD
 DA1556  HISTORY     - 20060128 GOOD             USPSQD
 DA1556  HISTORY     - 20070603 GOOD             GEOCAC
 DA1556
 DA1556                          STATION DESCRIPTION
 DA1556
 DA1556'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1556'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF GILA BEND
 DA1556'ALONG THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1556'
 DA1556'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED GAF
 DA1556'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT
 DA1556'PROJECTING 0.3 FEET.  THE STATION IS 94 FEET WEST OF THE
 DA1556'CENTERLINE OF STATE ROUTE 85, 106 FEET EAST OF THE WEST
 DA1556'RIGHT-OF-WAY FENCE AND MARKED BY A WITNESS POST 3 FEET TO THE
 DA1556'WEST.
 DA1556'
 DA1556'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1556'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK
 DA1556'IS 106.5 FEET EAST OF RIGHT-OF-WAY FENCE, 43.3 FEET NORTH OF A
 DA1556'WITNESS POST, 3.5 FEET EAST OF A LINE OF UTILITY POLES, 71 FEET
 DA1556'SOUTH OF UNMARKED UTILITY POLE, AND 94 FEET WEST OF CENTERLINE
 DA1556'OF STATE HWY. 85.
 DA1556'
 DA1556'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1556'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK
 DA1556'IS 105.5 FEET EAST OF A RIGHT-OF-WAY FENCE, 43.2 FEET SOUTH OF A
 DA1556'WITNESS POST AND 94 FEET WEST OF CENTERLINE OF HWY. 85.
 DA1556'
 DA1556'TO REACH THE STATION FROM MARTIN AVE AND U.S. 80 IN GILA BEND,
 DA1556'GO WEST 0.91 MILES TO THE AJO AND STATE ROUTE 85 TURNOFF,
 DA1556'TURN RIGHT AND FOLLOW RAMP UNDER I-8 UNDERPASS AND CONTINUE
 DA1556'SOUTHERLY ALONG STATE ROUTE 85 TO MILE POST 4.52 (4.0 MILES)
 DA1556'AND STATION ON THE WEST RIGHT-OF-WAY.
 DA1556'
 DA1556'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1556
 DA1556                          STATION RECOVERY (2001)
 DA1556
 DA1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1556'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1556
 DA1556                          STATION RECOVERY (2006)
 DA1556
 DA1556'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1556'RECOVERED AS DESCRIBED.
 DA1556
 DA1556                          STATION RECOVERY (2006)
 DA1556
 DA1556'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1556'RECOVERED AS DESCRIBED.
 DA1556
 DA1556                          STATION RECOVERY (2007)
 DA1556
 DA1556'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0236 ***********************************************************************
 GP0236  DESIGNATION -  GAGE RM 1
 GP0236  PID         -  GP0236
 GP0236  STATE/COUNTY-  AZ/COCONINO
 GP0236  USGS QUAD   -  LEES FERRY (1985)
 GP0236
 GP0236                         *CURRENT SURVEY CONTROL
 GP0236  ___________________________________________________________________
 GP0236* NAD 83(1986)-  36 51 29.     (N)    111 34 36.     (W)     SCALED    
 GP0236* NAVD 88     -       952.024  (meters)    3123.43   (feet)  POSTED    
 GP0236  ___________________________________________________________________
 GP0236  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0236  DYNAMIC HT  -         950.960 (meters)    3119.94  (feet)  COMP
 GP0236  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 GP0236
 GP0236  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0236
 GP0236.The horizontal coordinates were scaled from a topographic map and have
 GP0236.an estimated accuracy of +/- 6 seconds.
 GP0236
 GP0236.The orthometric height was determined by differential leveling
 GP0236.and adjusted by the  in 1992.
 GP0236.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0236.was located on a no-check spur therefore a value was not computed.
 GP0236.No vertical observational check was made to the station.
 GP0236
 GP0236.The geoid height was determined by GEOID03.
 GP0236
 GP0236.The dynamic height is computed by dividing the NAVD 88
 GP0236.geopotential number by the normal gravity value computed on the
 GP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0236.degrees latitude (g = 980.6199 gals.).
 GP0236
 GP0236.The modeled gravity was interpolated from observed gravity values.
 GP0236
 GP0236;                    North         East    Units  Estimated Accuracy
 GP0236;SPC AZ C     -   649,770.      243,680.      MT  (+/- 180 meters Scaled)
 GP0236
 GP0236                          SUPERSEDED SURVEY CONTROL
 GP0236
 GP0236  NGVD 29 (??/??/92)  951.156  (m)         3120.58   (f) ADJ UNCH    1 2
 GP0236
 GP0236.Superseded values are not recommended for survey control.
 GP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0236.See file dsdata.txt to determine how the superseded data were derived.
 GP0236
 GP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF485792(NAD 83)
 GP0236_MARKER: DD = SURVEY DISK
 GP0236_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0236_SP_SET: UNSPEC. ROCK
 GP0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0236
 GP0236  HISTORY     - Date     Condition        Report By
 GP0236  HISTORY     - UNK      MONUMENTED       USGS
 GP0236  HISTORY     - 1962     GOOD             NGS
 GP0236
 GP0236                          STATION DESCRIPTION
 GP0236
 GP0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0236'0.2 MI NE FROM LEES FERRY.
 GP0236'0.2 MILE UPSTREAM ALONG COLORADO RIVER FROM THE OLD FERRY CROSSING AT
 GP0236'LEES FERRY, COCONINO COUNTY, 585 FEET DOWNSTREAM FROM THE GAGING
 GP0236'CABLE, 60 FEET DOWNSTREAM FROM A LARGE ROCK IN THE RIVER, AND IN A
 GP0236'ROCK ON THE SOUTHEAST SHORE.  A UNITED STATES GEOLOGICAL SURVEY
 GP0236'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0515 ***********************************************************************
 DU0515  DESIGNATION -  GAGING STA RM
 DU0515  PID         -  DU0515
 DU0515  STATE/COUNTY-  AZ/PINAL
 DU0515  USGS QUAD   -  NORTH BUTTE (1978)
 DU0515
 DU0515                         *CURRENT SURVEY CONTROL
 DU0515  ___________________________________________________________________
 DU0515* NAD 83(1986)-  33 05 57.     (N)    111 14 47.     (W)     SCALED    
 DU0515* NAVD 88     -       482.10   (+/-2cm)    1581.7    (feet)  VERTCON   
 DU0515  ___________________________________________________________________
 DU0515  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DU0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0515
 DU0515.The horizontal coordinates were scaled from a topographic map and have
 DU0515.an estimated accuracy of +/- 6 seconds.
 DU0515
 DU0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0515.The vertical order pertains to the NGVD 29 superseded value.
 DU0515
 DU0515.The geoid height was determined by GEOID03.
 DU0515
 DU0515;                    North         East    Units  Estimated Accuracy
 DU0515;SPC AZ C     -   232,950.      275,920.      MT  (+/- 180 meters Scaled)
 DU0515
 DU0515                          SUPERSEDED SURVEY CONTROL
 DU0515
 DU0515  NGVD 29 (??/??/92)  481.531  (m)         1579.82   (f) ADJ UNCH    2 0
 DU0515
 DU0515.Superseded values are not recommended for survey control.
 DU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0515.See file dsdata.txt to determine how the superseded data were derived.
 DU0515
 DU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB770623(NAD 83)
 DU0515_MARKER: DD = SURVEY DISK
 DU0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0515_SP_SET: DAM
 DU0515_STAMPING: GAGING STATION
 DU0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0515
 DU0515  HISTORY     - Date     Condition        Report By
 DU0515  HISTORY     - UNK      MONUMENTED       USGS
 DU0515  HISTORY     - 1934     GOOD             NGS
 DU0515
 DU0515                          STATION DESCRIPTION
 DU0515
 DU0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0515'0.7 MI W FROM PRICE.
 DU0515'0.7 MILE WEST OF PRICE, AT THE SOUTHEAST WALL OF THE ASHURST-HAYDEN
 DU0515'DAM, IN THE TOP OF AN OFFSET IN THE CEMENT ABOVE THE WATER LEVEL, AND
 DU0515'3 FEET SOUTH OF A WATER GAGE.  A UNITED STATES GEOLOGICAL SURVEY
 DU0515'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0575 ***********************************************************************
 CY0575  DESIGNATION -  GAGING STATION
 CY0575  PID         -  CY0575
 CY0575  STATE/COUNTY-  AZ/GRAHAM
 CY0575  USGS QUAD   -  SAFFORD (1985)
 CY0575
 CY0575                         *CURRENT SURVEY CONTROL
 CY0575  ___________________________________________________________________
 CY0575* NAD 83(1986)-  32 48 07.     (N)    109 38 21.     (W)     SCALED    
 CY0575* NAVD 88     -       908.354  (meters)    2980.16   (feet)  ADJUSTED  
 CY0575  ___________________________________________________________________
 CY0575  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY0575  DYNAMIC HT  -         907.084 (meters)    2975.99  (feet)  COMP
 CY0575  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 CY0575
 CY0575  VERT ORDER  -  SECOND    CLASS 0
 CY0575
 CY0575.The horizontal coordinates were scaled from a topographic map and have
 CY0575.an estimated accuracy of +/- 6 seconds.
 CY0575
 CY0575.The orthometric height was determined by differential leveling
 CY0575.and adjusted in June 1991.
 CY0575
 CY0575.The geoid height was determined by GEOID03.
 CY0575
 CY0575.The dynamic height is computed by dividing the NAVD 88
 CY0575.geopotential number by the normal gravity value computed on the
 CY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0575.degrees latitude (g = 980.6199 gals.).
 CY0575
 CY0575.The modeled gravity was interpolated from observed gravity values.
 CY0575
 CY0575;                    North         East    Units  Estimated Accuracy
 CY0575;SPC AZ E     -   199,910.      262,760.      MT  (+/- 180 meters Scaled)
 CY0575
 CY0575                          SUPERSEDED SURVEY CONTROL
 CY0575
 CY0575  NGVD 29 (??/??/92)  907.764  (m)         2978.22   (f) ADJ UNCH    2 0
 CY0575
 CY0575.Superseded values are not recommended for survey control.
 CY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0575.See file dsdata.txt to determine how the superseded data were derived.
 CY0575
 CY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB274301(NAD 83)
 CY0575_MARKER: DD = SURVEY DISK
 CY0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0575_SP_SET: ABUTMENT
 CY0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0575
 CY0575  HISTORY     - Date     Condition        Report By
 CY0575  HISTORY     - UNK      MONUMENTED       USGS
 CY0575  HISTORY     - 1945     GOOD             NGS
 CY0575
 CY0575                          STATION DESCRIPTION
 CY0575
 CY0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CY0575'IN SOLOMON.
 CY0575'AT SOLOMON, 0.2 MILE NORTH OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY0575'STATION, SET IN THE WEST END OF THE SOUTH OLD ABANDONED BRIDGE
 CY0575'ABUTMENT, THE GAGING STATION BEING LOCATED ON THE WEST END OF THE
 CY0575'NORTH ABUTMENT, 26.6 FEET WEST OF THE SOUTHWEST CORNER OF THE NEW
 CY0575'STEEL BRIDGE, 0.8 FOOT EAST OF THE WEST END AND 0.8 FOOT SOUTH OF THE
 CY0575'NORTH FACE OF ABUTMENT.  BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0834 ***********************************************************************
 ET0834  DESIGNATION -  GAGING STATION
 ET0834  PID         -  ET0834
 ET0834  STATE/COUNTY-  AZ/LA PAZ
 ET0834  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0834
 ET0834                         *CURRENT SURVEY CONTROL
 ET0834  ___________________________________________________________________
 ET0834* NAD 83(1986)-  34 15 23.     (N)    113 58 44.     (W)     SCALED    
 ET0834* NAVD 88     -       180.65   (+/-2cm)     592.7    (feet)  VERTCON   
 ET0834  ___________________________________________________________________
 ET0834  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ET0834  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0834
 ET0834.The horizontal coordinates were scaled from a topographic map and have
 ET0834.an estimated accuracy of +/- 6 seconds.
 ET0834
 ET0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0834.The vertical order pertains to the NGVD 29 superseded value.
 ET0834
 ET0834.The geoid height was determined by GEOID03.
 ET0834
 ET0834;                    North         East    Units  Estimated Accuracy
 ET0834;SPC AZ W     -   361,130.      192,280.      MT  (+/- 180 meters Scaled)
 ET0834
 ET0834                          SUPERSEDED SURVEY CONTROL
 ET0834
 ET0834  NGVD 29 (08/15/05)  180.043  (m)          590.69   (f) ADJUSTED    1 1
 ET0834
 ET0834.Superseded values are not recommended for survey control.
 ET0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0834.See file dsdata.txt to determine how the superseded data were derived.
 ET0834
 ET0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC256946(NAD 83)
 ET0834_MARKER: DD = SURVEY DISK
 ET0834_SETTING: 66 = SET IN ROCK OUTCROP
 ET0834_SP_SET: SET IN ROCK OUTCROP
 ET0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0834+STABILITY: POSITION/ELEVATION WELL
 ET0834
 ET0834  HISTORY     - Date     Condition        Report By
 ET0834  HISTORY     - 1928     MONUMENTED       USGS
 ET0834  HISTORY     - 1976     GOOD             NGS
 ET0834
 ET0834                          STATION DESCRIPTION
 ET0834
 ET0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0834'29.1 MI WEST FROM BOUSE.
 ET0834'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0834'BOUSE, THENCE 1.15 MILE WEST ALONG THE PLANET RANCH ROAD, 19 FT. NORTH
 ET0834'OF THE CENTERLINE OF THE ROAD, 12 FT. SOUTH OF A GAGING STATION, ON
 ET0834'THE SOUTH BANK OF THE WILLIAMS RIVER.
 ET0834'THE MARK IS 10 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0140 ***********************************************************************
 CF0140  DESIGNATION -  GAGING STATION
 CF0140  PID         -  CF0140
 CF0140  STATE/COUNTY-  AZ/COCHISE
 CF0140  USGS QUAD   -  DOUGLAS (1978)
 CF0140
 CF0140                         *CURRENT SURVEY CONTROL
 CF0140  ___________________________________________________________________
 CF0140* NAD 83(1986)-  31 21 10.     (N)    109 35 05.     (W)     SCALED    
 CF0140* NAVD 88     -      1195.32   (+/-2cm)    3921.6    (feet)  VERTCON   
 CF0140  ___________________________________________________________________
 CF0140  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CF0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0140
 CF0140.The horizontal coordinates were scaled from a topographic map and have
 CF0140.an estimated accuracy of +/- 6 seconds.
 CF0140
 CF0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0140.The vertical order pertains to the NGVD 29 superseded value.
 CF0140
 CF0140.The geoid height was determined by GEOID03.
 CF0140
 CF0140;                    North         East    Units  Estimated Accuracy
 CF0140;SPC AZ E     -    39,260.      268,730.      MT  (+/- 180 meters Scaled)
 CF0140
 CF0140                          SUPERSEDED SURVEY CONTROL
 CF0140
 CF0140  NGVD 29 (??/??/92) 1194.512  (m)         3918.99   (f) ADJ UNCH    2 0
 CF0140
 CF0140.Superseded values are not recommended for survey control.
 CF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0140.See file dsdata.txt to determine how the superseded data were derived.
 CF0140
 CF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV346695(NAD 83)
 CF0140_MARKER: DD = SURVEY DISK
 CF0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0140_SP_SET: CURB
 CF0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0140
 CF0140  HISTORY     - Date     Condition        Report By
 CF0140  HISTORY     - UNK      MONUMENTED       USGS
 CF0140  HISTORY     - 1934     GOOD             NGS
 CF0140  HISTORY     - 1957     GOOD             DOD
 CF0140
 CF0140                          STATION DESCRIPTION
 CF0140
 CF0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0140'1.9 MI W FROM DOUGLAS.
 CF0140'DISK SET ON TOP OF CONCRETE CURB AT THE SOUTHEAST CORNER OF U.S.
 CF0140'HIGHWAY NO. 80 BRIDGE.  ABOUT 100 YARDS.  NORTH OF THE S.P.R.R.
 CF0140
 CF0140                          STATION RECOVERY (1957)
 CF0140
 CF0140'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 CF0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0156 ***********************************************************************
 GP0156  DESIGNATION -  GAGING STATION RM
 GP0156  PID         -  GP0156
 GP0156  STATE/COUNTY-  AZ/COCONINO
 GP0156  USGS QUAD   -  MOENAVE SE (1969)
 GP0156
 GP0156                         *CURRENT SURVEY CONTROL
 GP0156  ___________________________________________________________________
 GP0156* NAD 83(1986)-  36 05 33.     (N)    111 17 43.     (W)     SCALED    
 GP0156* NAVD 88     -      1379.672  (meters)    4526.47   (feet)  ADJUSTED  
 GP0156  ___________________________________________________________________
 GP0156  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 GP0156  DYNAMIC HT  -        1377.983 (meters)    4520.93  (feet)  COMP
 GP0156  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 GP0156
 GP0156  VERT ORDER  -  FIRST     CLASS II
 GP0156
 GP0156.The horizontal coordinates were scaled from a topographic map and have
 GP0156.an estimated accuracy of +/- 6 seconds.
 GP0156
 GP0156.The orthometric height was determined by differential leveling
 GP0156.and adjusted in June 1991.
 GP0156
 GP0156.The geoid height was determined by GEOID03.
 GP0156
 GP0156.The dynamic height is computed by dividing the NAVD 88
 GP0156.geopotential number by the normal gravity value computed on the
 GP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0156.degrees latitude (g = 980.6199 gals.).
 GP0156
 GP0156.The modeled gravity was interpolated from observed gravity values.
 GP0156
 GP0156;                    North         East    Units  Estimated Accuracy
 GP0156;SPC AZ C     -   564,950.      269,320.      MT  (+/- 180 meters Scaled)
 GP0156
 GP0156                          SUPERSEDED SURVEY CONTROL
 GP0156
 GP0156  NGVD 29 (??/??/92) 1378.798  (m)         4523.61   (f) ADJ UNCH    1 2
 GP0156
 GP0156.Superseded values are not recommended for survey control.
 GP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0156.See file dsdata.txt to determine how the superseded data were derived.
 GP0156
 GP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE734942(NAD 83)
 GP0156_MARKER: DD = SURVEY DISK
 GP0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0156_SP_SET: ABUTMENT
 GP0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0156
 GP0156  HISTORY     - Date     Condition        Report By
 GP0156  HISTORY     - UNK      MONUMENTED       USGS
 GP0156  HISTORY     - 1934     GOOD             NGS
 GP0156
 GP0156                          STATION DESCRIPTION
 GP0156
 GP0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0156'4.9 MI SW FROM TUBA CITY.
 GP0156'4.9 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0156'COUNTY, AT THE NORTH END OF A STEEL BRIDGE OVER MOENKOPI WASH, IN THE
 GP0156'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT, 7 INCHES FROM THE
 GP0156'EAST END, AND 4 INCHES FROM THE NORTH FACE OF THE ABUTMENT.  A UNITED
 GP0156'STATES GEOLOGICAL SURVEY STANDARD REFERENCE-MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2190 ***********************************************************************
 DV2190  DESIGNATION -  GALE
 DV2190  PID         -  DV2190
 DV2190  STATE/COUNTY-  AZ/MARICOPA
 DV2190  USGS QUAD   -  WICKENBURG (1978)
 DV2190
 DV2190                         *CURRENT SURVEY CONTROL
 DV2190  ___________________________________________________________________
 DV2190* NAD 83(1992)-  33 55 40.22914(N)    112 41 09.32798(W)     ADJUSTED  
 DV2190* NAVD 88     -       639.8    (meters)    2099.     (feet)  VERTCON   
 DV2190  ___________________________________________________________________
 DV2190  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DV2190  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV2190  HORZ ORDER  -  SECOND
 DV2190
 DV2190.The horizontal coordinates were established by classical geodetic methods
 DV2190.and adjusted by the National Geodetic Survey in August 1993.
 DV2190
 DV2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2190
 DV2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2190
 DV2190.The geoid height was determined by GEOID03.
 DV2190
 DV2190;                    North         East     Units Scale Factor Converg.
 DV2190;SPC AZ C     -   324,917.189   142,238.550   MT  0.99996234   -0 25 45.8
 DV2190;SPC AZ C     - 1,066,001.28    466,661.91   iFT  0.99996234   -0 25 45.8
 DV2190;UTM  12      - 3,755,435.095   344,168.463   MT  0.99989936   -0 56 28.3
 DV2190
 DV2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2190!SPC AZ C     -   0.99990422  x   0.99996234  =   0.99986656
 DV2190!UTM  12      -   0.99990422  x   0.99989936  =   0.99980359
 DV2190
 DV2190|---------------------------------------------------------------------|
 DV2190| PID    Reference Object                     Distance      Geod. Az  |
 DV2190|                                                           dddmmss.s |
 DV2190| CH5197 GALE RM 2                             8.837 METERS 23308     |
 DV2190| CH5196 GALE RM 1                             5.093 METERS 32045     |
 DV2190| DV2191 LARK                                APPROX. 2.6 KM 3213321.9 |
 DV2190|---------------------------------------------------------------------|
 DV2190
 DV2190                          SUPERSEDED SURVEY CONTROL
 DV2190
 DV2190  NAD 83(1986)-  33 55 40.22667(N)    112 41 09.33099(W) AD(       ) 2
 DV2190  NAD 27      -  33 55 40.10987(N)    112 41 06.68819(W) AD(       ) 2
 DV2190  NGVD 29 (07/19/86)  639.1    (m)         2097.     (f) VERT ANG    3  
 DV2190
 DV2190.Superseded values are not recommended for survey control.
 DV2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2190.See file dsdata.txt to determine how the superseded data were derived.
 DV2190
 DV2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4416855435(NAD 83)
 DV2190_MARKER: DD = SURVEY DISK
 DV2190_SETTING: 66 = SET IN ROCK OUTCROP
 DV2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2190+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DV2190
 DV2190  HISTORY     - Date     Condition        Report By
 DV2190  HISTORY     - 1976     MONUMENTED       AZDT
 DV2190  HISTORY     - 20070203 GOOD             GEOCAC
 DV2190
 DV2190                          STATION DESCRIPTION
 DV2190
 DV2190'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2190'STATION IS ABOUT 5 MILES SOUTHEAST OF WICKENBURG ALONG EAST SIDE
 DV2190'OF U.S. HWY. 60 ATOP A 90 FT. HWY. CUT.
 DV2190'
 DV2190'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED GALE 1976
 DV2190'AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP PROJECTING ABOUT
 DV2190'2 INCHES ABOVE GROUND.  STATION IS 6 FT. SOUTHEAST OF A POWERPOLE.
 DV2190'
 DV2190'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED GALE RM
 DV2190'2 1976 AND IS EPOXIED TO A ROCK AT GROUND LEVEL.
 DV2190'
 DV2190'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED GALE RM
 DV2190'1 1976 AND IS EPOXIED TO A ROCK OUTCROP PROJECTING 4 INCHES ABOVE
 DV2190'GROUND LEVEL.
 DV2190'
 DV2190'TO REACH THE STATION FROM THE EAST END OF HASSAYAMPA BRIDGE IN
 DV2190'WICKENBURG, TRAVEL EAST ON U.S. HWY. 60 FOR 4.05 MILES AND
 DV2190'STATION ON THE LEFT ATOP A 90 FT. HWY. CUT, CONTINUE EAST ON
 DV2190'HWY. TO FIRST CROSSOVER TO WEST BOUND TRAFFIC LANE AND GO 200
 DV2190'FEET ON WEST BOUND LANE TO A PRIVATE RD., TURN RIGHT AND GO 0.30
 DV2190'MILE UP ROAD TO A GATE.  IF GATE IS UNLOCKED PASS THROUGH GATE
 DV2190'AND CONTINUE UP ROAD ABOUT 0.50 MILE PAST A SMALL MINING SETUP
 DV2190'AND PAST A TRAILER ON TOP OF HILL, CONTINUE WEST TOWARD HWY. TO
 DV2190'TOP OF CUT AND THE STATION.
 DV2190'
 DV2190'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2190
 DV2190                          STATION RECOVERY (2007)
 DV2190
 DV2190'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2243 ***********************************************************************
 DU2243  DESIGNATION -  GALV
 DU2243  PID         -  DU2243
 DU2243  STATE/COUNTY-  AZ/MARICOPA
 DU2243  USGS QUAD   -  GUADALUPE (1982)
 DU2243
 DU2243                         *CURRENT SURVEY CONTROL
 DU2243  ___________________________________________________________________
 DU2243* NAD 83(2007)-  33 18 46.97174(N)    111 53 38.01188(W)     ADJUSTED  
 DU2243* NAVD 88     -       363.1    (meters)    1191.     (feet)  VERTCON   
 DU2243  ___________________________________________________________________
 DU2243  EPOCH DATE  -        2007.00
 DU2243  X           -  -1,989,647.185 (meters)                     COMP
 DU2243  Y           -  -4,950,927.825 (meters)                     COMP
 DU2243  Z           -   3,483,207.941 (meters)                     COMP
 DU2243  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DU2243  ELLIP HEIGHT-         333.354 (meters)          (02/10/07) ADJUSTED
 DU2243  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU2243
 DU2243  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2243  Type    PID    Designation                      North   East  Ellip
 DU2243  -------------------------------------------------------------------
 DU2243  NETWORK DU2243 GALV                              2.29   1.90   6.19
 DU2243  -------------------------------------------------------------------
 DU2243
 DU2243.The horizontal coordinates were established by GPS observations
 DU2243.and adjusted by the National Geodetic Survey in February 2007.
 DU2243
 DU2243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2243.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2243.The horizontal coordinates are valid at the epoch date displayed above.
 DU2243.The epoch date for horizontal control is a decimal equivalence
 DU2243.of Year/Month/Day.
 DU2243
 DU2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2243
 DU2243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2243
 DU2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2243
 DU2243.The ellipsoidal height was determined by GPS observations
 DU2243.and is referenced to NAD 83.
 DU2243
 DU2243.The geoid height was determined by GEOID03.
 DU2243
 DU2243;                    North         East     Units Scale Factor Converg.
 DU2243;SPC AZ C     -   256,467.561   215,480.588   MT  0.99990006   +0 00 45.0
 DU2243;SPC AZ C     -   841,429.01    706,957.31   iFT  0.99990006   +0 00 45.0
 DU2243;UTM  12      - 3,686,348.819   416,791.100   MT  0.99968536   -0 29 27.5
 DU2243
 DU2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2243!SPC AZ C     -   0.99994767  x   0.99990006  =   0.99984773
 DU2243!UTM  12      -   0.99994767  x   0.99968536  =   0.99963304
 DU2243
 DU2243                          SUPERSEDED SURVEY CONTROL
 DU2243
 DU2243  ELLIP H (06/11/02)  333.383  (m)                       GP(       ) 4 2
 DU2243  NAD 83(1992)-  33 18 46.97041(N)    111 53 38.01107(W) AD(       ) 1
 DU2243  ELLIP H (08/23/93)  333.456  (m)                       GP(       ) 4 2
 DU2243  NAD 83(1986)-  33 18 46.96348(N)    111 53 38.01580(W) AD(       ) 1
 DU2243  NGVD 29 (09/11/89)  362.5    (m)         1189.     (f) GPS OBS     3  
 DU2243
 DU2243.Superseded values are not recommended for survey control.
 DU2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2243.See file dsdata.txt to determine how the superseded data were derived.
 DU2243
 DU2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1679186349(NAD 83)
 DU2243_MARKER: DD = SURVEY DISK
 DU2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2243+STABILITY: SURFACE MOTION
 DU2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2243+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2243
 DU2243  HISTORY     - Date     Condition        Report By
 DU2243  HISTORY     - 1986     MONUMENTED       AZDT
 DU2243  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU2243
 DU2243                          STATION DESCRIPTION
 DU2243
 DU2243'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2243'THE STATION IS LOCATED ABOUT 4.86 KM (3.0 MI) NORTHWEST OF
 DU2243'CHANDLER, ARIZONA.
 DU2243'
 DU2243'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HWY. 10 AND
 DU2243'CHANDLER BLVD., GO EAST ON CHANDLER BLVD. FOR 7.38 KM (4.55 MI) TO
 DU2243'PRICE ROAD.  TURN LEFT ON PRICE ROAD FOR 0.8 KM (0.5 MI) TO THE
 DU2243'STATION ON THE LEFT.
 DU2243'
 DU2243'THE STATION IS A STANDARD AGS DISK
 DU2243'STAMPED---GALV 1986---,
 DU2243'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2243'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DU2243'16.0 METERS (52.5 FT) SOUTHWEST FROM THE INTERSECTION OF GALVESTON
 DU2243'STREET AND PRICE ROAD,
 DU2243'20.88 METERS (68.5 FT) NORTH FROM A FIRE HYDRANT,
 DU2243'0.9 METERS (3.0 FT) NORTHEAST FROM THE SRP IRRIGATION GATE BOX,
 DU2243'1.09 METERS (3.6 FT) EAST FROM A WITNESS POST AND SIGN,
 DU2243'14.48 METERS (47.5 FT) WEST FROM THE CENTERLINE OF PRICE ROAD.
 DU2243'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2243'STAMPED---GALV 1986---,
 DU2243'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2243
 DU2243                          STATION RECOVERY (2006)
 DU2243
 DU2243'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2243'THE ADJUSTED COORDINATES POINT TO THE TOP OF A RECENTLY COMPLETED 20+
 DU2243'FOOT NOISE SUPPRESSION BERM THAT RUNS NORTH TO SOUTH ALONG ROUTE 101
 DU2243'BETWEEN ROUTE 101 AND PRICE ROAD. ALSO GALVESTON ROAD NOW ENDS AT
 DU2243'PRICE ROAD. ALSO, THE FIRE HYDRANT, IRRIGATION BOX, AND WITNESS POST
 DU2243'COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0608 ***********************************************************************
 FP0608  DESIGNATION -  GANADO NW BASE
 FP0608  PID         -  FP0608
 FP0608  STATE/COUNTY-  AZ/APACHE
 FP0608  USGS QUAD   -  TOLANI (1972)
 FP0608
 FP0608                         *CURRENT SURVEY CONTROL
 FP0608  ___________________________________________________________________
 FP0608* NAD 83(1992)-  35 53 39.92791(N)    109 44 52.83514(W)     ADJUSTED  
 FP0608* NAVD 88     -      1871.58   (+/-2cm)    6140.3    (feet)  VERTCON   
 FP0608  ___________________________________________________________________
 FP0608  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FP0608  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 FP0608  HORZ ORDER  -  FIRST
 FP0608  VERT ORDER  -  THIRD ? (See Below)
 FP0608
 FP0608.The horizontal coordinates were established by classical geodetic methods
 FP0608.and adjusted by the National Geodetic Survey in August 1993.
 FP0608
 FP0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0608.The vertical order pertains to the NGVD 29 superseded value.
 FP0608
 FP0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0608
 FP0608.The geoid height was determined by GEOID03.
 FP0608
 FP0608;                    North         East     Units Scale Factor Converg.
 FP0608;SPC AZ E     -   542,880.560   251,154.226   MT  0.99991760   +0 14 43.7
 FP0608;SPC AZ E     - 1,781,104.20    823,996.80   iFT  0.99991760   +0 14 43.7
 FP0608;UTM  12      - 3,972,962.536   612,991.948   MT  0.99975732   +0 44 02.8
 FP0608
 FP0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0608!SPC AZ E     -   0.99970958  x   0.99991760  =   0.99962720
 FP0608!UTM  12      -   0.99970958  x   0.99975732  =   0.99946697
 FP0608
 FP0608|---------------------------------------------------------------------|
 FP0608| PID    Reference Object                     Distance      Geod. Az  |
 FP0608|                                                           dddmmss.s |
 FP0608| CD3438 GANADO NW BASE RM 1                   9.800 METERS 05303     |
 FP0608| CD3437 GANADO NW BASE AZ MK                               1503102.5 |
 FP0608| CD3439 GANADO NW BASE RM 2                   9.553 METERS 30407     |
 FP0608|---------------------------------------------------------------------|
 FP0608
 FP0608                          SUPERSEDED SURVEY CONTROL
 FP0608
 FP0608  NAD 83(1986)-  35 53 39.92986(N)    109 44 52.83618(W) AD(       ) 1
 FP0608  NAD 27      -  35 53 39.90100(N)    109 44 50.43900(W) AD(       ) 1
 FP0608  NGVD 29 (07/19/86) 1870.67   (m)         6137.4    (f) LEVELING    3  
 FP0608
 FP0608.Superseded values are not recommended for survey control.
 FP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0608.See file dsdata.txt to determine how the superseded data were derived.
 FP0608
 FP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE1299272963(NAD 83)
 FP0608_MARKER: DS = TRIANGULATION STATION DISK
 FP0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0608
 FP0608  HISTORY     - Date     Condition        Report By
 FP0608  HISTORY     - 1951     MONUMENTED       CGS
 FP0608
 FP0608                          STATION DESCRIPTION
 FP0608
 FP0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0608'THE STATION IS LOCATED ALONG THE NORTHEAST SIDE OF THE GANADO-BLACK
 FP0608'MOUNTAIN ROAD WHERE IT PASSES OVER A LOW HILL.  IT IS ABOUT 17
 FP0608'MILES AIRLINE NORTHWEST OF GANADO, ABOUT 11 MILES AIRLINE
 FP0608'SOUTHEAST OF TEE LINA TRADING POST, AND ABOUT 12 MILES AIRLINE
 FP0608'NORTHEAST OF STEAMBOAT.
 FP0608'
 FP0608'THE STATION IS 81 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND
 FP0608'10 FEET SOUTHWEST OF THE WITNESS POST.  IT IS A STANDARD DISK SET
 FP0608'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FP0608'INCHES.  THE DISK IS STAMPED--GANADO NW BASE 1951.
 FP0608'
 FP0608'TO REACH THE STATION FROM THE SAGE MEMORIAL HOSPITAL IN GANADO
 FP0608'GO WEST FOR 5.9 MILES TO A FORK.  TAKE THE LEFT FORK, WEST, AS
 FP0608'PER SIGN STEAMBOAT 15 AND GO 2.3 MILES TO A FORK.  TAKE THE
 FP0608'RIGHT FORK, NORTHWEST, AS PER SIGN SALINA 22 AND GO 9.45 MILES
 FP0608'TO THE TOP OF A LOW HILL AND THE STATION ON THE RIGHT.
 FP0608'
 FP0608'REFERENCE MARK NUMBER ONE IS 105 FEET NORTHEAST OF THE CENTER LINE
 FP0608'OF THE ROAD, 24 FEET NORTH-NORTHEAST OF THE WITNESS POST, AND
 FP0608'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK SET
 FP0608'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST THAT PROJECTS 5
 FP0608'INCHES.  THE DISK IS STAMPED--GANADO NW BASE NO 1 1951.
 FP0608'
 FP0608'REFERENCE MARK NUMBER TWO IS 74 FEET NORTHEAST OF THE CENTER LINE
 FP0608'OF THE ROAD, 35 FEET WEST OF THE WITNESS POST, AND ABOUT 1 FOOT
 FP0608'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 FP0608'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE
 FP0608'DISK IS STAMPED--GANADO NW BASE NO 2 1951.
 FP0608'
 FP0608'THE AZIMUTH MARK IS IN THE FIRST WIDE GULLY SOUTHEAST OF THE STATION.
 FP0608'IT IS 35 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 40
 FP0608'FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD.  IT IS A
 FP0608'STANDARD DISK SET IN A DRILL HOLE IN A 9 BY 12 INCH BOULDER THAT
 FP0608'IS EMBEDDED IN CONCRETE AND PROJECTS 2 INCHES.  THE DISK IS
 FP0608'STAMPED--GANADO NW BASE 1951.  TO REACH THE MARK FROM THE
 FP0608'STATION GO SOUTHEAST ON THE ROAD FOR 0.45 MILE TO A TRACK ROAD
 FP0608'RIGHT AND THE MARK ON THE RIGHT.
 FP0608'
 FP0608'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0604 ***********************************************************************
 FP0604  DESIGNATION -  GANADO RESET
 FP0604  PID         -  FP0604
 FP0604  STATE/COUNTY-  AZ/APACHE
 FP0604  USGS QUAD   -  GANADO MESA (1972)
 FP0604
 FP0604                         *CURRENT SURVEY CONTROL
 FP0604  ___________________________________________________________________
 FP0604* NAD 83(1992)-  35 49 24.27355(N)    109 32 43.88570(W)     ADJUSTED  
 FP0604* NAVD 88     -      2119.2    (meters)    6953.     (feet)  VERTCON   
 FP0604  ___________________________________________________________________
 FP0604  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FP0604  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FP0604  HORZ ORDER  -  FIRST
 FP0604
 FP0604.The horizontal coordinates were established by classical geodetic methods
 FP0604.and adjusted by the National Geodetic Survey in August 1993.
 FP0604
 FP0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0604
 FP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0604
 FP0604.The geoid height was determined by GEOID03.
 FP0604
 FP0604;                    North         East     Units Scale Factor Converg.
 FP0604;SPC AZ E     -   535,098.873   269,483.859   MT  0.99993880   +0 21 48.8
 FP0604;SPC AZ E     - 1,755,573.73    884,133.40   iFT  0.99993880   +0 21 48.8
 FP0604;UTM  12      - 3,965,338.419   631,384.593   MT  0.99981271   +0 51 05.1
 FP0604
 FP0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0604!SPC AZ E     -   0.99967074  x   0.99993880  =   0.99960956
 FP0604!UTM  12      -   0.99967074  x   0.99981271  =   0.99948351
 FP0604
 FP0604|---------------------------------------------------------------------|
 FP0604| PID    Reference Object                     Distance      Geod. Az  |
 FP0604|                                                           dddmmss.s |
 FP0604| CD3435 GANADO RM 1                           8.111 METERS 15513     |
 FP0604| CD3436 GANADO RM 2                           7.503 METERS 21901     |
 FP0604| CD3434 GANADO AZ MK                                       2370349.9 |
 FP0604|---------------------------------------------------------------------|
 FP0604
 FP0604                          SUPERSEDED SURVEY CONTROL
 FP0604
 FP0604  NAD 83(1986)-  35 49 24.27503(N)    109 32 43.88631(W) AD(       ) 1
 FP0604  NAD 27      -  35 49 24.23400(N)    109 32 41.51100(W) AD(       ) 1
 FP0604  NGVD 29 (07/19/86) 2118.2    (m)         6949.     (f) VERT ANG    3  
 FP0604
 FP0604.Superseded values are not recommended for survey control.
 FP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0604.See file dsdata.txt to determine how the superseded data were derived.
 FP0604
 FP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE3138565338(NAD 83)
 FP0604_MARKER: DS = TRIANGULATION STATION DISK
 FP0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0604
 FP0604  HISTORY     - Date     Condition        Report By
 FP0604  HISTORY     - 1972     MONUMENTED       NGS
 FP0604  HISTORY     - 1972     GOOD             USGS
 FP0604
 FP0604                          STATION DESCRIPTION
 FP0604
 FP0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FP0604'THE SURFACE STATION MARK WAS DESTROYED.  THE UNDERGROUND STATION
 FP0604'MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 FP0604'AND FOUND IN GOOD CONDITION.  A NEW STATION MARK WAS PLUMBED OVER
 FP0604'THE UNDERGROUND MARK AND THE ANGLES AND DISTANCES CHECKED AGAINST
 FP0604'THE OLD WORK.  REFERENCE MARK 1 MISSED 0.004 METER AND 7 MINUTES
 FP0604'IN DIRECTION.  REFERENCE MARK 2 MISSED 0.009 METER AND 2 MINUTES
 FP0604'IN DIRECTION.  THE 1951 DESCRIPTION IS ADEQUATE FOR RECOVERY OF
 FP0604'MARKS, DUE TO ROAD CHANGES A NEW ROUTE TO THE STATION FOLLOWS.
 FP0604'
 FP0604'TO REACH THE STATION FROM THE POST OFFICE IN GANADO, GO SOUTH 0.1
 FP0604'MILE TO THE JUNCTION OF ARIZONA HIGHWAYS 264 AND 63.  TURN RIGHT
 FP0604'AND GO WEST ALONG 264 FOR 5.2 MILES TO A DIRT ROAD ON THE RIGHT
 FP0604'LEADING NORTH.  TURN RIGHT FOR 0.4 MILE TO A ROAD FORK, TAKE
 FP0604'RIGHT FORK (MAIN ROAD) UP RIDGE FOR 1.8 MILES TO A FORK.  TAKE
 FP0604'THE RIGHT 2.7 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR
 FP0604'0.6 MILE TO A ROAD FORK JUST PAST SOME HOGANS.  BEAR LEFT AND
 FP0604'CONTINUE NORTH FOR 0.6 MILE TO A DIRT CROSSROAD, CONTINUE
 FP0604'NORTH ALONG THE MAIN ROAD FOR 2.1 MILES TO THE STATION ON THE
 FP0604'LEFT ON THE TOP OF A SMALL SAND HILL.  THIS IS ABOUT 0.15 MILE
 FP0604'FROM THE END OF THE ROAD AT CLIFFS EDGE AND A TURN AROUND.
 FP0604'
 FP0604'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FP0604'
 FP0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH
 FP0604'OF GANADO
 FP0604
 FP0604                          STATION RECOVERY (1972)
 FP0604
 FP0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0604'TO REACH FROM THE INTERSECTION OF ARIZONA STATE HIGHWAYS 63 AND
 FP0604'264 IN GANADO, GO W. ON HIGHWAY 264 FOR 5.1 MI TO A TRACK RD. N.
 FP0604'(RIGHT).  TURN RIGHT ON TRACK RD. FOR 0.4 MI TO A Y-RD. FK.  TAKE
 FP0604'RIGHT FORK UPHILL TOWARD MESA FOR 3.3 MI TO A RD. FK. W. (LEFT).
 FP0604'CONTINUE STRAIGHT AHEAD (NE.) FOR 1.7 MI TO A X-RD.  CONTINUE
 FP0604'STRAIGHT AHEAD ON MAIN-TRAVELED RD. FOR 0.8 MI TO ANOTHER X-RD.  TAKE
 FP0604'LEFT FORK N. FOR 0.6 MI TO A RD. FK. LEFT LEADING TO SOME
 FP0604'HOUSES.  CONTINUE STRAIGHT AHEAD FOR 0.2 MI TO A X-RD. WHICH
 FP0604'IS ABOUT 0.1 MI N. OF 3 HOUSES.  CONTINUE AHEAD FOR 0.05 MI
 FP0604'TO ANOTHER X-RD.  CONTINUE AHEAD 0.2 MI TO ANOTHER X-RD.
 FP0604'CONTINUE AHEAD FOR 0.05 MI TO A REVERSE Y-INTERSECTION.  GO LEFT
 FP0604'W. AT THE REVERSE Y-INTERSECTION, PARALLEL TO TOP OF MESA RIM
 FP0604'FOR 2.1 MI TO HIGHEST POINT OF MESA, AND THE STATION ON
 FP0604'THE LEFT ABOUT 100 FT W. OF THE RD. STATION IS
 FP0604'APPROXIMATELY 200 YDS. S. OF THE NORTHERNMOST POINT OF THE
 FP0604'MESA.
 FP0604'
 FP0604'STATION MARK--STANDARD NGS TABLET STAMPED GANADO 1947 - 1972
 FP0604'SET IN CONC. PROJECTING ABOUT 2.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0605 ***********************************************************************
 FP0605  DESIGNATION -  GANADO SE BASE
 FP0605  PID         -  FP0605
 FP0605  STATE/COUNTY-  AZ/APACHE
 FP0605  USGS QUAD   -  GANADO MESA SW (1972)
 FP0605
 FP0605                         *CURRENT SURVEY CONTROL
 FP0605  ___________________________________________________________________
 FP0605* NAD 83(1992)-  35 47 24.95527(N)    109 39 51.02438(W)     ADJUSTED  
 FP0605* NAVD 88     -      1947.57   (+/-2cm)    6389.7    (feet)  VERTCON   
 FP0605  ___________________________________________________________________
 FP0605  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FP0605  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FP0605  HORZ ORDER  -  FIRST
 FP0605  VERT ORDER  -  THIRD ? (See Below)
 FP0605
 FP0605.The horizontal coordinates were established by classical geodetic methods
 FP0605.and adjusted by the National Geodetic Survey in August 1993.
 FP0605
 FP0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0605.The vertical order pertains to the NGVD 29 superseded value.
 FP0605
 FP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0605
 FP0605.The geoid height was determined by GEOID03.
 FP0605
 FP0605;                    North         East     Units Scale Factor Converg.
 FP0605;SPC AZ E     -   531,360.163   258,781.947   MT  0.99992541   +0 17 37.9
 FP0605;SPC AZ E     - 1,743,307.62    849,022.14   iFT  0.99992541   +0 17 37.9
 FP0605;UTM  12      - 3,961,509.283   620,716.340   MT  0.99977957   +0 46 52.7
 FP0605
 FP0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0605!SPC AZ E     -   0.99969767  x   0.99992541  =   0.99962311
 FP0605!UTM  12      -   0.99969767  x   0.99977957  =   0.99947731
 FP0605
 FP0605|---------------------------------------------------------------------|
 FP0605| PID    Reference Object                     Distance      Geod. Az  |
 FP0605|                                                           dddmmss.s |
 FP0605| FP0607 GANADO SE BASE RM 4                  15.118 METERS 04247     |
 FP0605| CD3441 GANADO SE BASE RM 1                   8.651 METERS 05510     |
 FP0605| CD3442 GANADO SE BASE RM 2                   8.315 METERS 14800     |
 FP0605| CD3440 GANADO SE BASE AZ MK                               1523603.5 |
 FP0605| FP0606 GANADO SE BASE RM 3 AZIMUTH         APPROX. 0.7 KM 1544823.1 |
 FP0605|---------------------------------------------------------------------|
 FP0605
 FP0605                          SUPERSEDED SURVEY CONTROL
 FP0605
 FP0605  NAD 83(1986)-  35 47 24.95692(N)    109 39 51.02562(W) AD(       ) 1
 FP0605  NAD 27      -  35 47 24.91600(N)    109 39 48.64200(W) AD(       ) 1
 FP0605  NGVD 29 (07/19/86) 1946.67   (m)         6386.7    (f) LEVELING    3  
 FP0605
 FP0605.Superseded values are not recommended for survey control.
 FP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0605.See file dsdata.txt to determine how the superseded data were derived.
 FP0605
 FP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2071661509(NAD 83)
 FP0605_MARKER: DS = TRIANGULATION STATION DISK
 FP0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0605
 FP0605  HISTORY     - Date     Condition        Report By
 FP0605  HISTORY     - 1951     MONUMENTED       CGS
 FP0605  HISTORY     - 1968     GOOD             CGS
 FP0605  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FP0605
 FP0605                          STATION DESCRIPTION
 FP0605
 FP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0605'THE STATION IS LOCATED ALONG THE GANADO-TSE LANI TRADING POST
 FP0605'ROAD.  IT IS ABOUT 8 MILES AIRLINE, NORTHWEST OF GANADO, ABOUT
 FP0605'10 MILES EAST-NORTHEAST OF STEAMBOAT, AND ABOUT 32 MILES WEST
 FP0605'OF FORT DEFIANCE.
 FP0605'
 FP0605'THE STATION IS A STANDARD DISK STAMPED GANADO SE BASE 1951 SET
 FP0605'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FP0605'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF THE
 FP0605'CENTER LINE OF THE DIRT ROAD AND 8 FEET NORTH OF A WHITE WITNESS
 FP0605'POST.
 FP0605'
 FP0605'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GANADO SE
 FP0605'BASE NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FP0605'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 FP0605'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS 50 FEET EAST OF THE
 FP0605'CENTER LINE OF THE DIRT ROAD.
 FP0605'
 FP0605'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GANADO
 FP0605'SE BASE NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FP0605'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 FP0605'ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS 24 FEET EAST OF
 FP0605'THE CENTER LINE OF THE DIRT ROAD.
 FP0605'
 FP0605'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GANADO SE BASE 1951
 FP0605'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FP0605'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 15 FEET EAST
 FP0605'OF THE CENTER LINE OF THE DIRT ROAD.
 FP0605'
 FP0605'TO REACH THE STATION FROM THE TRADING POST IN GANADO, GO WEST
 FP0605'TOWARDS KEAMS CANYON FOR 6.2 MILES TO A FORK, TAKE THE LEFT FORK
 FP0605'AND CONTINUE 2.4 MILES TO A SIDE ROAD ON THE RIGHT WHICH GOES
 FP0605'TO THE TSE LANI TRADING POST.  TAKE THE SIDE ROAD AND GO NORTH
 FP0605'FOR 0.6 MILE TO A SMALL KNOLL AND THE AZIMUTH MARK, CONTINUE
 FP0605'NORTH ON THE DIRT ROAD FOR 0.4 MILE TO ANOTHER SMALL KNOLL ON THE
 FP0605'RIGHT AND THE STATION.
 FP0605'
 FP0605'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 FP0605
 FP0605                          STATION RECOVERY (1968)
 FP0605
 FP0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 FP0605'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FP0605'TO BE PROJECTING ABOUT 18 INCHES ABOVE THE GROUND DUE TO EROSION.
 FP0605'A NEW DESCRIPTION FOLLOWS.
 FP0605'
 FP0605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 FP0605'264, 6 MILES NORTHWEST OF GANADO, GO NORTHWEST ON STATE HIGHWAY 264
 FP0605'FOR 2.3 MILES.  TURN RIGHT OFF THE HIGHWAY AND GO NORTHWEST ON A
 FP0605'BLADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FP0605'NORTHEAST SIDE.  CONTINUE NORTHWEST ON THE BLADED ROAD FOR 0.4
 FP0605'MILE TO THE STATION ON THE RIGHT, NORTHEAST SIDE OF THE ROAD.
 FP0605
 FP0605                          STATION RECOVERY (1972)
 FP0605
 FP0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FP0605'THE STATION MARK WAS FOUND EXPOSED 2 FEET DUE TO GRADING
 FP0605'OPERATIONS IN THE AREA, THE AZIMUTH MARK WAS FOUND DESTROYED.
 FP0605'REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 FP0605'STATION WAS LOWERED ON ORIGINAL POSITION AND A CLOSED TRAVERSE WAS
 FP0605'RUN TO REFERENCE MARK 4.  THE SUBSURFACE STATION MARK IS 2.0
 FP0605'FEET LOWER THAN THE SURFACE OF THE PAVED ROAD.  THE STATION MARK
 FP0605'WAS LEFT 1-1/2 FEET BELOW THE SURFACE TO ALLOW GRADING.
 FP0605'
 FP0605'THE STATION MARKS ARE NGS DISKS STAMPED, GANADO SE BASE 1951 1972.
 FP0605'SET IN TOP OF A 12 INCH CONCRETE MONUMENT.  25 FEET EAST OF THE
 FP0605'CENTERLINE OF THE ROAD AND 2 FEET NORTH OF THE WITNESS POST AND
 FP0605'SIGN.
 FP0605'
 FP0605'REFERENCE MARK 4 IS A NGS DISK STAMPED, GANADO SE BASE 1951 1972 NO
 FP0605'4.  IT IS PLUMBED OVER AN UNDERGROUND MARK WITH THE SAME STAMPING.
 FP0605'24 YARDS EAST OF THE CENTER OF THE ROAD, 10 FEET NORTH OF A SMALL
 FP0605'CEDAR TREE.  IT IS ON TOP OF THE RIDGE 1 FOOT WEST OF A WITNESS
 FP0605'POST AND SIGN.
 FP0605'
 FP0605'THE 1972 AZIMUTH MARK IS A NGS DISK STAMPED, GANADO SE BASE 1951
 FP0605'1972 NO 3.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 FP0605'WHICH PROJECTS 2 INCHES.  IT IS AT THE CREST OF A SMALL RIDGE, 35
 FP0605'YARDS WEST OF THE CENTER OF THE ROAD AND 2 FEET WEST OF A WITNESS
 FP0605'POST AND SIGN.
 FP0605'
 FP0605'REFERENCE MARK 1 AND 2 ARE AS DESCRIBED.
 FP0605'
 FP0605'THE 1951 ROUTE TO THE STATION IS ADEQUATE.
 FP0605'
 FP0605'THE NEW STATION MARK IS 0.87 METER LOWER THAN THE 1951 MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0607 ***********************************************************************
 FP0607  DESIGNATION -  GANADO SE BASE RM 4
 FP0607  PID         -  FP0607
 FP0607  STATE/COUNTY-  AZ/APACHE
 FP0607  USGS QUAD   -  GANADO MESA SW (1972)
 FP0607
 FP0607                         *CURRENT SURVEY CONTROL
 FP0607  ___________________________________________________________________
 FP0607* NAD 83(1992)-  35 47 25.31525(N)    109 39 50.61543(W)     ADJUSTED  
 FP0607* NAVD 88     -      1947.14   (+/-2cm)    6388.2    (feet)  VERTCON   
 FP0607  ___________________________________________________________________
 FP0607  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FP0607  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FP0607  HORZ ORDER  -  SECOND
 FP0607  VERT ORDER  -  THIRD ? (See Below)
 FP0607
 FP0607.The horizontal coordinates were established by classical geodetic methods
 FP0607.and adjusted by the National Geodetic Survey in August 1993.
 FP0607
 FP0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0607.The vertical order pertains to the NGVD 29 superseded value.
 FP0607
 FP0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0607
 FP0607.The geoid height was determined by GEOID03.
 FP0607
 FP0607;                    North         East     Units Scale Factor Converg.
 FP0607;SPC AZ E     -   531,371.310   258,792.159   MT  0.99992543   +0 17 38.2
 FP0607;SPC AZ E     - 1,743,344.19    849,055.64   iFT  0.99992543   +0 17 38.2
 FP0607;UTM  12      - 3,961,520.514   620,726.454   MT  0.99977960   +0 46 53.0
 FP0607
 FP0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0607!SPC AZ E     -   0.99969774  x   0.99992543  =   0.99962319
 FP0607!UTM  12      -   0.99969774  x   0.99977960  =   0.99947741
 FP0607
 FP0607:                Primary Azimuth Mark                     Grid Az
 FP0607:SPC AZ E     -  GANADO SE BASE RM 3 AZIMUTH              155 36 57.6
 FP0607:UTM  12      -  GANADO SE BASE RM 3 AZIMUTH              155 07 42.8
 FP0607
 FP0607|---------------------------------------------------------------------|
 FP0607| PID    Reference Object                     Distance      Geod. Az  |
 FP0607|                                                           dddmmss.s |
 FP0607| FP0606 GANADO SE BASE RM 3 AZIMUTH         APPROX. 0.7 KM 1555435.8 |
 FP0607| CD3441 GANADO SE BASE RM 1                   6.931 METERS 20717     |
 FP0607| FP0605 GANADO SE BASE                       15.118 METERS 22247     |
 FP0607|---------------------------------------------------------------------|
 FP0607
 FP0607                          SUPERSEDED SURVEY CONTROL
 FP0607
 FP0607  NAD 83(1986)-  35 47 25.31690(N)    109 39 50.61667(W) AD(       ) 2
 FP0607  NAD 27      -  35 47 25.27599(N)    109 39 48.23307(W) AD(       ) 2
 FP0607  NGVD 29 (07/19/86) 1946.24   (m)         6385.3    (f) LEVELING    3  
 FP0607
 FP0607.Superseded values are not recommended for survey control.
 FP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0607.See file dsdata.txt to determine how the superseded data were derived.
 FP0607
 FP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2072661521(NAD 83)
 FP0607_MARKER: DS = TRIANGULATION STATION DISK
 FP0607_SETTING: 0 = UNSPECIFIED SETTING
 FP0607
 FP0607  HISTORY     - Date     Condition        Report By
 FP0607  HISTORY     - 1972     MONUMENTED       NGS
 FP0607
 FP0607                          STATION DESCRIPTION
 FP0607
 FP0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FP0607'REFERENCE MARK 4 IS A NGS DISK STAMPED, GANADO SE BASE 1951 1972 NO
 FP0607'4.  IT IS PLUMBED OVER AN UNDERGROUND MARK WITH THE SAME STAMPING.
 FP0607'24 YARDS EAST OF THE CENTER OF THE ROAD, 10 FEET NORTH OF A SMALL
 FP0607'CEDAR TREE.  IT IS ON TOP OF THE RIDGE 1 FOOT WEST OF A WITNESS
 FP0607'POST AND SIGN.
 FP0607'
 FP0607'TO REACH THE STATION FROM THE TRADING POST IN GANADO, GO WEST
 FP0607'TOWARDS KEAMS CANYON FOR 6.2 MILES TO A FORK, TAKE THE LEFT FORK
 FP0607'AND CONTINUE 2.4 MILES TO A SIDE ROAD ON THE RIGHT WHICH GOES
 FP0607'TO THE TSE LANI TRADING POST.  TAKE THE SIDE ROAD AND GO NORTH
 FP0607'FOR 0.6 MILE TO A SMALL KNOLL AND THE AZIMUTH MARK, CONTINUE
 FP0607'NORTH ON THE DIRT ROAD FOR 0.4 MILE TO ANOTHER SMALL KNOLL ON THE
 FP0607'RIGHT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1987 ***********************************************************************
 DU1987  DESIGNATION -  GANNON
 DU1987  PID         -  DU1987
 DU1987  STATE/COUNTY-  AZ/GILA
 DU1987  USGS QUAD   -  HAYDEN (1964)
 DU1987
 DU1987                         *CURRENT SURVEY CONTROL
 DU1987  ___________________________________________________________________
 DU1987* NAD 83(1992)-  33 07 08.67956(N)    110 47 18.96713(W)     ADJUSTED  
 DU1987* NAVD 88     -       737.     (meters)    2418.     (feet)  SCALED    
 DU1987  ___________________________________________________________________
 DU1987  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DU1987  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DU1987  HORZ ORDER  -  FIRST
 DU1987
 DU1987.The horizontal coordinates were established by classical geodetic methods
 DU1987.and adjusted by the National Geodetic Survey in August 1993.
 DU1987
 DU1987.The orthometric height was scaled from a topographic map.
 DU1987
 DU1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1987
 DU1987.The geoid height was determined by GEOID03.
 DU1987
 DU1987;                    North         East     Units Scale Factor Converg.
 DU1987;SPC AZ E     -   235,128.703   155,321.687   MT  0.99994152   -0 20 23.4
 DU1987;SPC AZ E     -   771,419.63    509,585.59   iFT  0.99994152   -0 20 23.4
 DU1987;UTM  12      - 3,664,507.909   519,721.370   MT  0.99960480   +0 06 55.8
 DU1987
 DU1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1987!SPC AZ E     -   0.99988877  x   0.99994152  =   0.99983029
 DU1987!UTM  12      -   0.99988877  x   0.99960480  =   0.99949361
 DU1987
 DU1987:                Primary Azimuth Mark                     Grid Az
 DU1987:SPC AZ E     -  GANNON AZ MK                             117 48 24.6
 DU1987:UTM  12      -  GANNON AZ MK                             117 21 05.4
 DU1987
 DU1987|---------------------------------------------------------------------|
 DU1987| PID    Reference Object                     Distance      Geod. Az  |
 DU1987|                                                           dddmmss.s |
 DU1987| CD2928 GANNON AZ MK                                       1172801.2 |
 DU1987| DU1986 TAM O SHANTER                       APPROX. 4.2 KM 2161344.1 |
 DU1987| CD2930 GANNON RM 2                          16.660 METERS 27507     |
 DU1987| CD2929 GANNON RM 1                          13.010 METERS 35553     |
 DU1987|---------------------------------------------------------------------|
 DU1987
 DU1987                          SUPERSEDED SURVEY CONTROL
 DU1987
 DU1987  NAD 83(1986)-  33 07 08.67501(N)    110 47 18.96620(W) AD(       ) 1
 DU1987  NAD 27      -  33 07 08.44700(N)    110 47 16.57800(W) AD(       ) 1
 DU1987
 DU1987.Superseded values are not recommended for survey control.
 DU1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1987.See file dsdata.txt to determine how the superseded data were derived.
 DU1987
 DU1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1972164508(NAD 83)
 DU1987_MARKER: DS = TRIANGULATION STATION DISK
 DU1987_SETTING: 80 = SET IN A BOULDER
 DU1987_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1987
 DU1987  HISTORY     - Date     Condition        Report By
 DU1987  HISTORY     - 1935     MONUMENTED       CGS
 DU1987  HISTORY     - 1963     GOOD             USGS
 DU1987
 DU1987                          STATION DESCRIPTION
 DU1987
 DU1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1987'STATION IS LOCATED ON THE NORTH SIDE OF THE WINKLEMAN-GLOBE ROAD,
 DU1987'ABOUT 1/2 MILE SOUTH EAST OF THE POINT WHERE THE ROAD STARTS
 DU1987'UP THE RIDGE OUT OF DRIPPING SPRINGS VALLEY AT THE RANCH OF
 DU1987'MR. GANNON.
 DU1987'
 DU1987'STATION, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS WEDGED
 DU1987'IN A DRILL HOLE IN A BOULDER.
 DU1987'
 DU1987'REACHED FROM WINKLEMAN BY FOLLOWING THE GLOBE ROAD FOR 15.2
 DU1987'MILES AND PASS A CONCRETE TANK, CONTINUE 0.6 MILE AND CROSS
 DU1987'A WASH WITH A CONCRETE ROAD BED (AZIMUTH MARK IS ON THE LEFT
 DU1987'SIDE OF THE ROAD AND WASH AT THIS POINT), CONTINUE 0.1 MILE
 DU1987'TO STATION WHICH IS 32 FEET TO THE RIGHT OF ROAD CENTER.
 DU1987
 DU1987                          STATION RECOVERY (1963)
 DU1987
 DU1987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1987'NEW DESCRIPTION--STATION IS LOCATED ON NORTH SIDE OF THE OLD
 DU1987'WINKELMAN-GLOBE RD, ABOUT 2/3 MI. SE OF THE POINT WHERE THE ROAD
 DU1987'STARTS UP THE RIDGE OUT OF DRIPPING SPRINGS VALLEY AT THE
 DU1987'RANCH OF MR. TATUM.
 DU1987'
 DU1987'TO REACH FROM POST OFFICE IN GLOBE PROCEED SE ON FEDERAL HWY
 DU1987'70 FOR 3.4 MI. TO JUNCTION OF FEDERAL HWY 70 AND STATE HWY 77.
 DU1987'TURN EAST AND FOLLOW STATE HWY 77 FOR 18.5 MI. TO GRADED ROAD
 DU1987'ON RIGHT AT SIGN TATUM 1.3 MI.  TURN RIGHT AND GO 1.3 MI. TO
 DU1987'T-RD FORK.  TURN RIGHT, CROSS CONCRETE APRON IN WASH AND GO
 DU1987'ABOUT 0.1 MI. TO STATION WHICH IS 32 FT. TO THE RIGHT OF
 DU1987'ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0963 ***********************************************************************
 DU0963  DESIGNATION -  GANZ 2
 DU0963  PID         -  DU0963
 DU0963  STATE/COUNTY-  AZ/MARICOPA
 DU0963  USGS QUAD   -  TEMPE (1982)
 DU0963
 DU0963                         *CURRENT SURVEY CONTROL
 DU0963  ___________________________________________________________________
 DU0963* NAD 83(1992)-  33 25 45.50485(N)    111 58 10.66855(W)     NO CHECK  
 DU0963* NAVD 88     -       347.37   (+/-2cm)    1139.7    (feet)  VERTCON   
 DU0963  ___________________________________________________________________
 DU0963  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DU0963  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0963  HORZ ORDER  -  SECOND
 DU0963  VERT ORDER  -  THIRD (See Below)
 DU0963
 DU0963.The horizontal coordinates were established by classical geodetic methods
 DU0963.and adjusted by the National Geodetic Survey in August 1993.
 DU0963.No horizontal observational check was made to the station.
 DU0963
 DU0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0963.The vertical order pertains to the NGVD 29 superseded value.
 DU0963
 DU0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0963
 DU0963.The geoid height was determined by GEOID03.
 DU0963
 DU0963;                    North         East     Units Scale Factor Converg.
 DU0963;SPC AZ C     -   269,361.727   208,434.994   MT  0.99990030   -0 01 45.0
 DU0963;SPC AZ C     -   883,732.70    683,841.84   iFT  0.99990030   -0 01 45.0
 DU0963;UTM  12      - 3,699,301.806   409,860.695   MT  0.99970017   -0 32 03.2
 DU0963
 DU0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0963!SPC AZ C     -   0.99995013  x   0.99990030  =   0.99985044
 DU0963!UTM  12      -   0.99995013  x   0.99970017  =   0.99965032
 DU0963
 DU0963|---------------------------------------------------------------------|
 DU0963| PID    Reference Object                     Distance      Geod. Az  |
 DU0963|                                                           dddmmss.s |
 DU0963| DU0964 GANZ 2 RM 3                           8.835 METERS 01841     |
 DU0963| DU0958 GANZ RM 1                            10.310 METERS 14045     |
 DU0963| CH5199 GANZ 2 A POINT                                     16116     |
 DU0963| DU0960 GANZ RESET                           19.366 METERS 17032     |
 DU0963| CH5198 GANZ 2 RM 4                                        2724340.5 |
 DU0963| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 2.3 KM 3323944.2 |
 DU0963| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.6 KM 3334602.5 |
 DU0963|---------------------------------------------------------------------|
 DU0963
 DU0963                          SUPERSEDED SURVEY CONTROL
 DU0963
 DU0963  NAD 83(1986)-  33 25 45.49839(N)    111 58 10.67360(W) AD(       ) 2
 DU0963  NAD 27      -  33 25 45.33584(N)    111 58 08.14834(W) AD(       ) 2
 DU0963  NGVD 29 (??/??/??)  346.73   (m)         1137.6    (f) RESET       3  
 DU0963
 DU0963.Superseded values are not recommended for survey control.
 DU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0963.See file dsdata.txt to determine how the superseded data were derived.
 DU0963
 DU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0986199302(NAD 83)
 DU0963_MARKER: DS = TRIANGULATION STATION DISK
 DU0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0963_STAMPING: GANZ 2 1972
 DU0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0963+STABILITY: SURFACE MOTION
 DU0963
 DU0963  HISTORY     - Date     Condition        Report By
 DU0963  HISTORY     - 1972     MONUMENTED       NGS
 DU0963  HISTORY     - 1972     GOOD             NGS
 DU0963  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0963
 DU0963                          STATION DESCRIPTION
 DU0963
 DU0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DU0963'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF PHOENIX,
 DU0963'1-1/2 MILES SOUTH OF EAST WASHINGTON STREET AND 1/2 MILE EAST
 DU0963'OF SOUTH 48TH STREET, ON PROPERTY BELONGING TO THE U.S. GOVERNMENT.
 DU0963'
 DU0963'THE STATION MARK IS A STANDARD NGS DISK STAMPED, GANZ 2 1972.
 DU0963'IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DU0963'PROJECTS 5 INCHES, 69 FEET NORTH OF A EAST-WEST FENCELINE, 28
 DU0963'FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT WEST OF A
 DU0963'WITNESS POST AND SIGN.
 DU0963'
 DU0963'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GANZ NO 1 1963.
 DU0963'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 5
 DU0963'INCHES BELOW THE GROUND SURFACE.  THE MARK IS 2 FEET SOUTHWEST
 DU0963'OF A WITNESS SIGN IN THE FENCE LINE.
 DU0963'
 DU0963'REFERENCE MARK 3 IS A NGS DISK STAMPED, GANZ 2 NO 3 1972.  IT
 DU0963'IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0963'1-1/2 INCHES, 95 FEET NORTH OF A EAST-WEST FENCELINE, 19 FEET
 DU0963'WEST OF A NORTH-SOUTH FENCELINE AND 30 FEET WEST-SOUTHWEST
 DU0963'OF WITNESS POST AND SIGN.
 DU0963'
 DU0963'AZIMUTH MARK IS A NGS DISK STAMPED, GANZ 2 NO 4 1972.  IT IS
 DU0963'SET IN A DRILL HOLE IN TOP OF AN OLD 1 X 6 FOOT CONCRETE
 DU0963'FOUNDATION.  13 FEET EAST OF A PUMP, 7 FEET NORTHEAST OF A
 DU0963'JUNCTION POLE, 40 PACES EAST OF CENTERLINE OF 48TH STREET AND 27
 DU0963'PACES EAST OF THE RIGHT OF WAY FENCE LINE.
 DU0963'
 DU0963'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH 48TH
 DU0963'STREET AND WASHINGTON STREET IN EASTERN PHOENIX, GO SOUTH
 DU0963'ALONG SOUTH 48TH STREET FOR 1.25 MILE TO A GATE ON THE LEFT.
 DU0963'TURN LEFT PASSING THROUGH GATE, (THE AZIMUTH MARK IS ABOUT 50
 DU0963'FEET NORTHEAST ON THIS POINT) AND FOLLOW TRACK ROADS LEADING
 DU0963'EAST FOR 1/2 MILE TO FENCE CORNER AND THE STATION.
 DU0963'
 DU0963'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DU0963
 DU0963                          STATION RECOVERY (1972)
 DU0963
 DU0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DU0963'IN PHOENIX.
 DU0963'1.25 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0963'WASHINGTON STREET IN EASTERN PHOENIX, THENCE 0.5 MILE EAST ALONG TRACK
 DU0963'ROADS TO THE MARK NEAR A FENCE CORNER.  69 FEET NORTH OF A EAST-WEST
 DU0963'FENCELINE, 28 FEET WEST OF A NORTH-SOUTH FENCELINE AND 1 FOOT WEST OF
 DU0963'A WITNESS POST AND SIGN, SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 DU0963'WHICH PROJECTS 5 INCHES.
 DU0963
 DU0963                          STATION RECOVERY (2006)
 DU0963
 DU0963'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0963'DID NOT FIND THE STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 3.
 DU0963'THE ADJUSTED COORDINATES FOR THE STATION POINT TO THE NORTHBOUND LANES
 DU0963'OF 52ND STREET WHICH IS NOW PAVED. THERE IS NO LONGER AN EAST-WEST
 DU0963'FENCE OR THE WITNESS POST AND SIGN IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0964 ***********************************************************************
 DU0964  DESIGNATION -  GANZ 2 RM 3
 DU0964  PID         -  DU0964
 DU0964  STATE/COUNTY-  AZ/MARICOPA
 DU0964  USGS QUAD   -  TEMPE (1982)
 DU0964
 DU0964                         *CURRENT SURVEY CONTROL
 DU0964  ___________________________________________________________________
 DU0964* NAD 83(1986)-  33 25 45.     (N)    111 58 11.     (W)     SCALED    
 DU0964* NAVD 88     -       347.40   (+/-2cm)    1139.8    (feet)  VERTCON   
 DU0964  ___________________________________________________________________
 DU0964  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0964  VERT ORDER  -  THIRD (See Below)
 DU0964
 DU0964.The horizontal coordinates were scaled from a topographic map and have
 DU0964.an estimated accuracy of +/- 6 seconds.
 DU0964
 DU0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0964.The vertical order pertains to the NGVD 29 superseded value.
 DU0964
 DU0964.The geoid height was determined by GEOID03.
 DU0964
 DU0964;                    North         East    Units  Estimated Accuracy
 DU0964;SPC AZ C     -   269,350.      208,430.      MT  (+/- 180 meters Scaled)
 DU0964
 DU0964                          SUPERSEDED SURVEY CONTROL
 DU0964
 DU0964  NGVD 29 (??/??/??)  346.76   (m)         1137.7    (f) RESET       3  
 DU0964
 DU0964.Superseded values are not recommended for survey control.
 DU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0964.See file dsdata.txt to determine how the superseded data were derived.
 DU0964
 DU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098992(NAD 83)
 DU0964_MARKER: DR = REFERENCE MARK DISK
 DU0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0964_STAMPING: GANZ 2 NO 3 1972
 DU0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0964+STABILITY: SURFACE MOTION
 DU0964
 DU0964  HISTORY     - Date     Condition        Report By
 DU0964  HISTORY     - 1972     MONUMENTED       NGS
 DU0964  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0964
 DU0964                          STATION DESCRIPTION
 DU0964
 DU0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DU0964'IN PHOENIX.
 DU0964'1.25 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0964'WASHINGTON STREET IN EASTERN PHOENIX, THENCE 0.5 MILE EAST ALONG TRACK
 DU0964'ROADS TO THE MARK NEAR A FENCE CORNER.  95 FEET NORTH OF A EAST-WEST
 DU0964'FENCELINE, 19 FEET WEST OF A NORTH-SOUTH FENCELINE AND 30 FEET
 DU0964'WEST-SOUTHWEST OF WITNESS POST AND SIGN.  SET IN TOP OF A 10 INCH
 DU0964'CONCRETE MONUMENT WHICH PROJECTS 1 1/2 INCHES.
 DU0964
 DU0964                          STATION RECOVERY (2006)
 DU0964
 DU0964'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0964'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES FOR THE STATION POINT
 DU0964'TO THE NORTHBOUND LANES OF 52ND STREET WHICH IS NOW PAVED, AND THE
 DU0964'REFERENCE MARK WOULD ALSO FALL IN THE PAVED ROAD. THERE IS NO LONGER
 DU0964'AN EAST-WEST FENCE OR THE WITNESS POST AND SIGN IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0962 ***********************************************************************
 DU0962  DESIGNATION -  GANZ AZ MK
 DU0962  PID         -  DU0962
 DU0962  STATE/COUNTY-  AZ/MARICOPA
 DU0962  USGS QUAD   -  TEMPE (1982)
 DU0962
 DU0962                         *CURRENT SURVEY CONTROL
 DU0962  ___________________________________________________________________
 DU0962* NAD 83(1986)-  33 25 42.     (N)    111 58 42.     (W)     SCALED    
 DU0962* NAVD 88     -       345.59   (+/-2cm)    1133.8    (feet)  VERTCON   
 DU0962  ___________________________________________________________________
 DU0962  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0962
 DU0962.The horizontal coordinates were scaled from a topographic map and have
 DU0962.an estimated accuracy of +/- 6 seconds.
 DU0962
 DU0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0962.The vertical order pertains to the NGVD 29 superseded value.
 DU0962
 DU0962.The geoid height was determined by GEOID03.
 DU0962
 DU0962;                    North         East    Units  Estimated Accuracy
 DU0962;SPC AZ C     -   269,250.      207,630.      MT  (+/- 180 meters Scaled)
 DU0962
 DU0962                          SUPERSEDED SURVEY CONTROL
 DU0962
 DU0962  NGVD 29 (??/??/92)  344.944  (m)         1131.70   (f) ADJ UNCH    2 0
 DU0962
 DU0962.Superseded values are not recommended for survey control.
 DU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0962.See file dsdata.txt to determine how the superseded data were derived.
 DU0962
 DU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090992(NAD 83)
 DU0962_MARKER: DZ = AZIMUTH MARK DISK
 DU0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0962_STAMPING: GANZ 1963
 DU0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0962+STABILITY: SURFACE MOTION
 DU0962
 DU0962  HISTORY     - Date     Condition        Report By
 DU0962  HISTORY     - 1963     MONUMENTED       CGS
 DU0962  HISTORY     - 1972     GOOD             NGS
 DU0962  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0962
 DU0962                          STATION DESCRIPTION
 DU0962
 DU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0962'IN PHOENIX.
 DU0962'1.3 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF SOUTH
 DU0962'48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF PHOENIX,
 DU0962'ABOUT 0.10 MILE SOUTH OF THE HUGHES AND GANZ CATTLE CO. FEEDING PENS,
 DU0962'33 FEET EAST OF THE CENTER OF SOUTH 48TH STREET, 1.7 FEET WEST OF A
 DU0962'FENCE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 DU0962'THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DU0962'4 INCHES.
 DU0962
 DU0962                          STATION RECOVERY (1972)
 DU0962
 DU0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DU0962'RECOVERED IN GOOD CONDITION.
 DU0962
 DU0962                          STATION RECOVERY (2006)
 DU0962
 DU0962'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0962'DID NOT FIND THE STATION MARK. IN THE AREA THAT IS 1.3 MILES SOUTH OF
 DU0962'WASHINGTON STREET AND 48TH STREET THE CONSTRUCTION OF STATE ROUTE 143
 DU0962'CAUSED 48TH STREET TO DEAD END AND THERE IS NOW DECORATIVE GRAVEL AND
 DU0962'THE DIM REMAINS OF 48TH STREET IN THE AREA. THERE IS NO LONGER GANZ
 DU0962'CATTLE COMPANY, A FENCE, OR A WITNESS POST IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0958 ***********************************************************************
 DU0958  DESIGNATION -  GANZ RM 1
 DU0958  PID         -  DU0958
 DU0958  STATE/COUNTY-  AZ/MARICOPA
 DU0958  USGS QUAD   -  TEMPE (1982)
 DU0958
 DU0958                         *CURRENT SURVEY CONTROL
 DU0958  ___________________________________________________________________
 DU0958* NAD 83(1986)-  33 25 44.     (N)    111 58 11.     (W)     SCALED    
 DU0958* NAVD 88     -       347.32   (+/-2cm)    1139.5    (feet)  VERTCON   
 DU0958  ___________________________________________________________________
 DU0958  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0958
 DU0958.The horizontal coordinates were scaled from a topographic map and have
 DU0958.an estimated accuracy of +/- 6 seconds.
 DU0958
 DU0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0958.The vertical order pertains to the NGVD 29 superseded value.
 DU0958
 DU0958.The geoid height was determined by GEOID03.
 DU0958
 DU0958;                    North         East    Units  Estimated Accuracy
 DU0958;SPC AZ C     -   269,320.      208,430.      MT  (+/- 180 meters Scaled)
 DU0958
 DU0958                          SUPERSEDED SURVEY CONTROL
 DU0958
 DU0958  NGVD 29 (??/??/92)  346.674  (m)         1137.38   (f) ADJ UNCH    2 0
 DU0958
 DU0958.Superseded values are not recommended for survey control.
 DU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0958.See file dsdata.txt to determine how the superseded data were derived.
 DU0958
 DU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098992(NAD 83)
 DU0958_MARKER: DR = REFERENCE MARK DISK
 DU0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0958_STAMPING: GANZ NO 1 1963
 DU0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0958+STABILITY: SURFACE MOTION
 DU0958
 DU0958  HISTORY     - Date     Condition        Report By
 DU0958  HISTORY     - 1963     MONUMENTED       CGS
 DU0958  HISTORY     - 1972     GOOD             NGS
 DU0958  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0958
 DU0958                          STATION DESCRIPTION
 DU0958
 DU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0958'IN PHOENIX.
 DU0958'1.35 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0958'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0958'PHOENIX, THENCE 0.5 MILE NORTHEAST ALONG A DIRT ROAD TO THE SOUTHEAST
 DU0958'CORNER OF THE HUGHES AND GANZ CATTLE CO. FEEDING PENS, 33.8 FEET
 DU0958'NORTHEAST OF TRAVERSE STATION GANZ, 33 FEET NORTH OF A FENCE CORNER, 1
 DU0958'FOOT WEST OF A FENCE, 2 FEET SOUTH OF THE EAST END OF A GATE, 37.5
 DU0958'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU0958'POST FLUSH WITH THE GROUND.
 DU0958
 DU0958                          STATION RECOVERY (1972)
 DU0958
 DU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DU0958'RECOVERED IN GOOD CONDITION.
 DU0958
 DU0958                          STATION RECOVERY (2006)
 DU0958
 DU0958'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0958'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES FOR THE STATION POINT
 DU0958'TO THE NORTHBOUND LANES OF 52ND STREET WHICH IS NOW PAVED, AND THE
 DU0958'REFERENCE MARK WOULD ALSO FALL IN THE PAVED ROAD. THERE IS NO LONGER
 DU0958'GANZ CATTLE COMPANY, AN EAST-WEST FENCE, OR THE WITNESS POST AND SIGN
 DU0958'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1923 ***********************************************************************
 AI1923  DESIGNATION -  GARC
 AI1923  PID         -  AI1923
 AI1923  STATE/COUNTY-  AZ/MARICOPA
 AI1923  USGS QUAD   -  TEMPE (1982)
 AI1923
 AI1923                         *CURRENT SURVEY CONTROL
 AI1923  ___________________________________________________________________
 AI1923* NAD 83(2007)-  33 25 44.88327(N)    111 58 10.83415(W)     ADJUSTED  
 AI1923* NAVD 88     -       347.0    (meters)    1138.     (feet)  GPS OBS   
 AI1923  ___________________________________________________________________
 AI1923  EPOCH DATE  -        2007.00
 AI1923  X           -  -1,993,539.212 (meters)                     COMP
 AI1923  Y           -  -4,941,711.135 (meters)                     COMP
 AI1923  Z           -   3,493,952.103 (meters)                     COMP
 AI1923  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AI1923  ELLIP HEIGHT-         317.239 (meters)          (02/10/07) ADJUSTED
 AI1923  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AI1923
 AI1923  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1923  Type    PID    Designation                      North   East  Ellip
 AI1923  -------------------------------------------------------------------
 AI1923  NETWORK AI1923 GARC                              0.57   0.49   1.71
 AI1923  -------------------------------------------------------------------
 AI1923
 AI1923.The horizontal coordinates were established by GPS observations
 AI1923.and adjusted by the National Geodetic Survey in February 2007.
 AI1923
 AI1923.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1923.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1923.The horizontal coordinates are valid at the epoch date displayed above.
 AI1923.The epoch date for horizontal control is a decimal equivalence
 AI1923.of Year/Month/Day.
 AI1923
 AI1923.The orthometric height was determined by GPS observations and a
 AI1923.high-resolution geoid model.
 AI1923
 AI1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1923
 AI1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1923
 AI1923.The ellipsoidal height was determined by GPS observations
 AI1923.and is referenced to NAD 83.
 AI1923
 AI1923.The geoid height was determined by GEOID03.
 AI1923
 AI1923;                    North         East     Units Scale Factor Converg.
 AI1923;SPC AZ C     -   269,342.581   208,430.707   MT  0.99990030   -0 01 45.1
 AI1923;SPC AZ C     -   883,669.89    683,827.78   iFT  0.99990030   -0 01 45.1
 AI1923;UTM  12      - 3,699,282.702   409,856.241   MT  0.99970018   -0 32 03.2
 AI1923
 AI1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1923!SPC AZ C     -   0.99995020  x   0.99990030  =   0.99985050
 AI1923!UTM  12      -   0.99995020  x   0.99970018  =   0.99965039
 AI1923
 AI1923                          SUPERSEDED SURVEY CONTROL
 AI1923
 AI1923  NAD 83(1992)-  33 25 44.88253(N)    111 58 10.83334(W) AD(       ) A
 AI1923  ELLIP H (09/30/99)  317.270  (m)                       GP(       ) 3 1
 AI1923
 AI1923.Superseded values are not recommended for survey control.
 AI1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1923.See file dsdata.txt to determine how the superseded data were derived.
 AI1923
 AI1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0985699283(NAD 83)
 AI1923_MARKER: DD = SURVEY DISK
 AI1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1923_STAMPING: GARC
 AI1923_MARK LOGO: AZ0490
 AI1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1923+STABILITY: SURFACE MOTION
 AI1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1923+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AI1923
 AI1923  HISTORY     - Date     Condition        Report By
 AI1923  HISTORY     - 1999     MONUMENTED       AZ0490
 AI1923  HISTORY     - 20030618 GOOD             NGS
 AI1923  HISTORY     - 20051005 GOOD             EVANS
 AI1923  HISTORY     - 20061215 GOOD             GEOCAC
 AI1923
 AI1923                          STATION DESCRIPTION
 AI1923
 AI1923'DESCRIBED BY CITY OF TEMPE ARIZONA 1999
 AI1923'THE STATION IS LOCATED IN NORTHWEST TEMPE, IN SECTION 17, T 1 N, R 4
 AI1923'E.  OWNERSHIP--CITY OF TEMPE.  TO REACH THE STATION FROM THE
 AI1923'INTERSECTION OF MILL AVE AND 5TH ST IN TEMPE, GO SOUTH FOR 0.25 MI
 AI1923'(0.40 KM) ON MILL AVE TO UNIVERSITY DRIVE.  TURN RIGHT AND GO WEST FOR
 AI1923'1.5 MI (2.4 KM) ON UNIVERSITY DRIVE TO 52ND ST.  TURN RIGHT AND GO
 AI1923'NORTH FOR 0.5 MI (0.8 KM) ON 52ND ST TO THE INTERSECTION OF 1ST STREET
 AI1923'AND THE STATION, ON 1ST STREET EAST ALIGNMENT AND CENTERLINE OF 52ND
 AI1923'STREET.  LOCATED 79.63 FT (24.27 M) NORTHEAST FROM A LIGHT POLE, 59.3
 AI1923'FT (18.1 M) SOUTHEAST FROM A FIRE HYDRANT, 53.41 FT (16.28 M) WEST
 AI1923'FROM A STOP SIGN, 8.71 FT (2.65 M) WEST FROM THE WEST EDGE OF 52ND
 AI1923'STREET NORTHBOUND LANES AND 3.2 FT (1.0 M) EAST FROM THE EAST EDGE OF
 AI1923'52ND STREET SOUTHBOUND LANES.
 AI1923
 AI1923                          STATION RECOVERY (2003)
 AI1923
 AI1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AI1923'RECOVERD AS DESCRIBED
 AI1923
 AI1923                          STATION RECOVERY (2005)
 AI1923
 AI1923'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JST)
 AI1923'RECOVERED IN GOOD CONDITION.
 AI1923
 AI1923                          STATION RECOVERY (2006)
 AI1923
 AI1923'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AI1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0904 ***********************************************************************
 FQ0904  DESIGNATION -  GARCE
 FQ0904  PID         -  FQ0904
 FQ0904  STATE/COUNTY-  AZ/COCONINO
 FQ0904  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0904
 FQ0904                         *CURRENT SURVEY CONTROL
 FQ0904  ___________________________________________________________________
 FQ0904* NAD 83(2007)-  35 33 19.34146(N)    110 53 38.71068(W)     ADJUSTED  
 FQ0904* NAVD 88     -      1643.1    (meters)    5391.     (feet)  GPS OBS   
 FQ0904  ___________________________________________________________________
 FQ0904  EPOCH DATE  -        2007.00
 FQ0904  X           -  -1,853,166.252 (meters)                     COMP
 FQ0904  Y           -  -4,854,466.084 (meters)                     COMP
 FQ0904  Z           -   3,689,109.623 (meters)                     COMP
 FQ0904  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 FQ0904  ELLIP HEIGHT-        1619.569 (meters)          (02/10/07) ADJUSTED
 FQ0904  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FQ0904
 FQ0904  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0904  Type    PID    Designation                      North   East  Ellip
 FQ0904  -------------------------------------------------------------------
 FQ0904  NETWORK FQ0904 GARCE                             1.74   2.35   3.96
 FQ0904  -------------------------------------------------------------------
 FQ0904
 FQ0904.The horizontal coordinates were established by GPS observations
 FQ0904.and adjusted by the National Geodetic Survey in February 2007.
 FQ0904
 FQ0904.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0904.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0904.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0904.The epoch date for horizontal control is a decimal equivalence
 FQ0904.of Year/Month/Day.
 FQ0904
 FQ0904.The orthometric height was determined by GPS observations and a
 FQ0904.high-resolution geoid model.
 FQ0904
 FQ0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0904
 FQ0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0904
 FQ0904.The ellipsoidal height was determined by GPS observations
 FQ0904.and is referenced to NAD 83.
 FQ0904
 FQ0904.The geoid height was determined by GEOID03.
 FQ0904
 FQ0904;                    North         East     Units Scale Factor Converg.
 FQ0904;SPC AZ C     -   505,665.332   306,066.715   MT  1.00000588   +0 35 40.8
 FQ0904;SPC AZ C     - 1,659,006.99  1,004,155.89   iFT  1.00000588   +0 35 40.8
 FQ0904;UTM  12      - 3,934,639.766   509,599.047   MT  0.99960114   +0 03 41.7
 FQ0904
 FQ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0904!SPC AZ C     -   0.99974586  x   1.00000588  =   0.99975174
 FQ0904!UTM  12      -   0.99974586  x   0.99960114  =   0.99934710
 FQ0904
 FQ0904|---------------------------------------------------------------------|
 FQ0904| PID    Reference Object                     Distance      Geod. Az  |
 FQ0904|                                                           dddmmss.s |
 FQ0904| CR9973 GARCE RM 2                           10.506 METERS 08533     |
 FQ0904| FQ0909 ORAIBI RD                           APPROX.19.4 KM 1850105.3 |
 FQ0904| CR9972 GARCE RM 1                           17.358 METERS 19522     |
 FQ0904|---------------------------------------------------------------------|
 FQ0904
 FQ0904                          SUPERSEDED SURVEY CONTROL
 FQ0904
 FQ0904  NAD 83(1992)-  35 33 19.34082(N)    110 53 38.70965(W) AD(       ) 1
 FQ0904  ELLIP H (03/15/96) 1619.591  (m)                       GP(       ) 4 1
 FQ0904  NAD 83(1992)-  35 33 19.35001(N)    110 53 38.71657(W) AD(       ) 3
 FQ0904  NAD 83(1986)-  35 33 19.34896(N)    110 53 38.71774(W) AD(       ) 3
 FQ0904  NGVD 29 (02/23/90) 1642.6    (m)         5389.     (f) VERT ANG    3  
 FQ0904
 FQ0904.Superseded values are not recommended for survey control.
 FQ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0904.See file dsdata.txt to determine how the superseded data were derived.
 FQ0904
 FQ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE0959934640(NAD 83)
 FQ0904_MARKER: DB = BENCH MARK DISK
 FQ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0904_STAMPING: GARCE 1965
 FQ0904_MARK LOGO: USGS  
 FQ0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0904+STABILITY: SURFACE MOTION
 FQ0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0904+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1995
 FQ0904
 FQ0904  HISTORY     - Date     Condition        Report By
 FQ0904  HISTORY     - 1965     MONUMENTED       USGS
 FQ0904  HISTORY     - 1965     GOOD             USGS
 FQ0904  HISTORY     - 19950906 GOOD             NGS
 FQ0904
 FQ0904                          STATION DESCRIPTION
 FQ0904
 FQ0904'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0904'LOCATED ABOUT 38 MI NW. OF WINSLOW, 26.5 MI SW. OF NEW ORAIBI.  ON
 FQ0904'SOUTHEAST END OF GARCES MESA AT EDGE OF MESA WALL.
 FQ0904'
 FQ0904'TO REACH FROM NEW ORAIBI POST OFFICE, GO 24.7 MI S. ALONG ORAIBI
 FQ0904'RD. TO RD. INTERSECTION.  TURN RIGHT 3.5 MI W. TO Y-RD.  TAKE LEFT
 FQ0904'FORK ALONG DIM TRACK RD. 5.7 MI TO EDGE OF MESA AND STATION.
 FQ0904'
 FQ0904'STATION MARK--STANDARD TABLET STAMPED---GARCE 1965---, IN CONCRETE
 FQ0904'POST PROJECTING 0.5 FT.
 FQ0904'
 FQ0904'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, IN LARGE
 FQ0904'ROCK OUTCROP.
 FQ0904'
 FQ0904'RM 2--STEEL FENCEPOST STAMPED---USGS RM NO 2 1965---, DRIVEN IN
 FQ0904'GROUND, PROJECTING ABOUT 2 FT.
 FQ0904
 FQ0904                          STATION RECOVERY (1965)
 FQ0904
 FQ0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0904'RECOVERED AS DESCRIBED BY USGS.
 FQ0904
 FQ0904                          STATION RECOVERY (1995)
 FQ0904
 FQ0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0904'THE STATION IS LOCATED ABOUT 38 MI (61.2 KM) NORTHWEST OF WINSLOW AND
 FQ0904'ABOUT 25 MI (40.2 KM) SOUTHWEST OF KYKOTSMOVI (AKA ORAIBI) AT THE
 FQ0904'SOUTHWEST TIP OF GARCES MESA ON THE TOP OF THE MESA ABOUT 3 MI (4.8
 FQ0904'KM) WEST OF THE PAVED ROAD, INDIAN ROUTE 2, LEADING FROM KYKOTSMOVI TO
 FQ0904'LEUPP.  IT IS LOCATED ON HOPI INDIAN RESERVATION TRIBAL LAND.  TO
 FQ0904'REACH THE STATION FROM THE INTERSECTION OF ARIZONA HIGHWAY 264 AND
 FQ0904'INDIAN ROUTE 2 (LEADING FROM KYKOTSMOVI TO LEUPP) , JUST NORTHEAST OF
 FQ0904'KYKOTSMOVI, HEAD SOUTH ON INDIAN ROUTE 2 FOR 24.0 MILES (38.6 KM) TO
 FQ0904'MILEPOST 24.  CONTINUE SOUTH FOR 0.3 MI (0.5 KM) TO AN INTERSECTION
 FQ0904'WITH A DIRT ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST, CROSS A
 FQ0904'CATTLEGUARD AND GO 0.35 MI (0.56 KM) TO A WIDE, OPEN ROAD FORK.  TAKE
 FQ0904'THE LEFT FORK AND HEAD WEST FOR 1.0 MI (1.6 KM) TO A Y INTERSECTION
 FQ0904'WITH A ROAD ON THE RIGHT.  CONTINUE STRAIGHT, WEST, FOR 0.8 MI (1.3
 FQ0904'KM) TO AN INTERESECTION WITH A TRACK ROAD.  TURN LEFT, SOUTHWEST, AND
 FQ0904'GO 2.9 MI (4.7 KM) THE BEGINNING OF A FLAT SURFACED GRAVELLY AREA
 FQ0904'(POSSIBLY AN OLD DRY LAKE BED) .  CONTINUE FOLLOWING THE TRACK ROAD
 FQ0904'ACROSS THE FLAT AREA, HEADING SOUTHWEST, FOR 0.3 MI (0.5 KM) TO A
 FQ0904'SECOND SUCH FLAT AREA.  CONTINUE ACROSS THIS FLAT AREA, ON THE MAIN
 FQ0904'TRACK ROAD, FOR 0.5 MI (0.8 KM) TO A Y INTERSECTION WITH A TRACK ROAD
 FQ0904'ON THE LEFT.  BEAR LEFT, SOUTH, AND GO 0.15 MI (0.24 KM) TO AN
 FQ0904'INTERSECTION WITH ANOTHER TRACK ROAD ON THE RIGHT.  STAY LEFT, EAST,
 FQ0904'AND GO 1.1 MI (1.8 KM) TO A FORK IN THE ROAD.  BEAR RIGHT AT THE FORK
 FQ0904'AND GO 0.5 MI (0.8 KM) TO THE END OF THE MESA AND THE STATION JUST
 FQ0904'BEFORE THE TIP OF THE MESA.  THE STATION IS A USGS BENCHMARK DISK
 FQ0904'STAMPED --- GARCE 1965 --- THAT IS SET IN THE TOP OF A 0.2 M (0.7 FT)
 FQ0904'SQUARE CONCRETE POST THAT PROJECTS 0.3 M.  (1.0 FT) THE STATION IS
 FQ0904'ABOUT 35 M (114.8 FT) BACK FROM THE EXTREME POINT OF THE MESA TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0915 ***********************************************************************
 DW0915  DESIGNATION -  GARDEN
 DW0915  PID         -  DW0915
 DW0915  STATE/COUNTY-  AZ/YUMA
 DW0915  USGS QUAD   -  SLUMGULLION PASS (1990)
 DW0915
 DW0915                         *CURRENT SURVEY CONTROL
 DW0915  ___________________________________________________________________
 DW0915* NAD 83(1992)-  33 01 05.57226(N)    114 01 28.05849(W)     ADJUSTED  
 DW0915* NAVD 88     -       788.3    (meters)    2586.     (feet)  VERTCON   
 DW0915  ___________________________________________________________________
 DW0915  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DW0915  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DW0915  HORZ ORDER  -  SECOND
 DW0915
 DW0915.The horizontal coordinates were established by classical geodetic methods
 DW0915.and adjusted by the National Geodetic Survey in August 1993.
 DW0915
 DW0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0915
 DW0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0915
 DW0915.The geoid height was determined by GEOID03.
 DW0915
 DW0915;                    North         East     Units Scale Factor Converg.
 DW0915;SPC AZ W     -   223,812.340   187,717.707   MT  0.99994144   -0 08 58.4
 DW0915;SPC AZ W     -   734,292.45    615,871.74   iFT  0.99994144   -0 08 58.4
 DW0915;UTM  11      - 3,657,241.243   777,956.489   MT  1.00055272   +1 37 20.7
 DW0915;UTM  12      - 3,657,371.798   217,471.856   MT  1.00058432   -1 38 56.9
 DW0915
 DW0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0915!SPC AZ W     -   0.99988135  x   0.99994144  =   0.99982280
 DW0915!UTM  11      -   0.99988135  x   1.00055272  =   1.00043400
 DW0915!UTM  12      -   0.99988135  x   1.00058432  =   1.00046560
 DW0915
 DW0915:                Primary Azimuth Mark                     Grid Az
 DW0915:SPC AZ W     -  GARDEN AZ MK                             011 34 28.8
 DW0915:UTM  11      -  GARDEN AZ MK                             009 48 09.7
 DW0915:UTM  12      -  GARDEN AZ MK                             013 04 27.3
 DW0915
 DW0915|---------------------------------------------------------------------|
 DW0915| PID    Reference Object                     Distance      Geod. Az  |
 DW0915|                                                           dddmmss.s |
 DW0915| CE9413 GARDEN AZ MK                                       0112530.4 |
 DW0915| CE9414 GARDEN RM 1                           5.075 METERS 12157     |
 DW0915| DB1240 BLACK POINT CARIN                   APPROX.15.8 KM 2195413.9 |
 DW0915| DW0914 GARDEN CAIRN                          3.290 METERS 26747     |
 DW0915| DW0912 HIGH PK S END CASTLE DOME MTNS      APPROX. 7.4 KM 2765548.0 |
 DW0915| DW0913 THUMB PEAK                          APPROX. 8.5 KM 2960721.2 |
 DW0915| DW0916 CASTLE DOME PEAK                    APPROX.13.3 KM 3033547.4 |
 DW0915| CE9415 GARDEN RM 2                           9.156 METERS 31403     |
 DW0915|---------------------------------------------------------------------|
 DW0915
 DW0915                          SUPERSEDED SURVEY CONTROL
 DW0915
 DW0915  NAD 83(1986)-  33 01 05.56848(N)    114 01 28.06336(W) AD(       ) 2
 DW0915  NAD 27      -  33 01 05.42400(N)    114 01 25.29800(W) AD(       ) 2
 DW0915  NGVD 29 (07/19/86)  787.6    (m)         2584.     (f) VERT ANG    3  
 DW0915
 DW0915.Superseded values are not recommended for survey control.
 DW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0915.See file dsdata.txt to determine how the superseded data were derived.
 DW0915
 DW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7795657241(NAD 83)
 DW0915_MARKER: DS = TRIANGULATION STATION DISK
 DW0915_SETTING: 66 = SET IN ROCK OUTCROP
 DW0915
 DW0915  HISTORY     - Date     Condition        Report By
 DW0915  HISTORY     - 1949     MONUMENTED       CGS
 DW0915  HISTORY     - 1952     GOOD             USE
 DW0915  HISTORY     - 1972     GOOD             AZHD
 DW0915
 DW0915                          STATION DESCRIPTION
 DW0915
 DW0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0915'THE STATION IS LOCATED ABOUT 21 MILES AIR LINE NORTH OF ROLL,
 DW0915'ABOUT 11 MILES AIR LINE SOUTH OF THE KOFA MINES ROAD JUNCTION,
 DW0915'ON A PEAK TOWARDS THE SOUTH END OF, AND ON THE EASTERLY SIDE
 DW0915'OF THE CASTLE DOME MOUNTAINS.  THERE ARE SEVERAL OTHER PEAKS
 DW0915'IN THE VICINITY OF ABOUT THE SAME ELEVATION AS THE STATION
 DW0915'PEAK.  IT IS 8 FEET EAST OF A 7 FOOT CAIRN, SET FLUSH AND
 DW0915'STAMPED, GARDEN 1949.
 DW0915'
 DW0915'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION
 DW0915'MARK, PROJECTS 4 INCHES AND STAMPED, GARDEN NO 1 1949.
 DW0915'
 DW0915'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 3-1/2 FEET LOWER THAN
 DW0915'THE STATION MARK.  IT IS STAMPED, GARDEN NO 2 1949.
 DW0915'
 DW0915'THE AZIMUTH MARK IS SET FLUSH, 25 PACES WEST OF A TRACK ROAD,
 DW0915'ABOUT 100 YARDS SOUTH OF AN OLD TIN BUILDING, 15 FEET NORTH OF
 DW0915'A MINE SHAFT, 8 FEET NORTHWEST OF A WHITE WITNESS POST, AND
 DW0915'STAMPED, GARDEN 1949.
 DW0915'
 DW0915'TO REACH THE STATION FROM THE POST OFFICE IN ROLL, CONTINUE
 DW0915'WEST ACROSS THE RAILROAD TRACKS TO A FORK.  TAKE THE RIGHT FORK,
 DW0915'EAST, THENCE NORTH FOR 1.1 MILES TO FORK.  TAKE THE LEFT FORK
 DW0915'STRAIGHT AHEAD, NORTH, FOR 0.2 MILE TO 3 FORKS.  TAKE THE LEFT
 DW0915'FORK, NORTH, FOR 0.2 MILE TO FORK.  TAKE THE LEFT FORK, NORTH,
 DW0915'FOR 0.4 MILE TO A REVERSE Y-FORK.  TAKE THE RIGHT FORK,
 DW0915'NORTHEAST, FOR 24 MILES ON THE MAIN TRAVELED ROAD TO A TRACK ROAD
 DW0915'LEFT, WEST, AND AN OLD MILE POST NUMBER 10.  TURN LEFT,
 DW0915'WEST, ON THE TRACK ROAD FOR 0.7 MILE TO A Y-FORK.  TAKE THE
 DW0915'LEFT FORK FOR 3.7 MILES TO AN OLD TIN BUILDING ON THE
 DW0915'RIGHT AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 DW0915'ON THE ROAD FOR A SHORT DISTANCE WHEN IT ENTERS A LARGE
 DW0915'WASH.  FOLLOW THE MAIN PART OF THE WASH AND A DIM TRACK
 DW0915'ROAD FOR 0.7 MILE TO A SIDE WASH LEFT AND END OF TRUCK
 DW0915'TRAVEL FOR A 2 WHEEL DRIVE VEHICLE.  CONTINUE UP THE SIDE WASH
 DW0915'FOR 0.6 MILE TO A NARROW CUT AND END OF TRUCK TRAVEL.  FROM
 DW0915'HERE PACK THROUGH THE CUT, THENCE UP A SMALL CANYON JUST TO
 DW0915'THE LEFT OF SOME CLIFFS AND ONTO A RIDGE.  FOLLOW THE RIDGE
 DW0915'EAST AND EAST-NORTHEAST TO THE HIGHEST POINT AND STATION.  A
 DW0915'1-HOUR PACK WITH A FOUR WHEEL DRIVE VEHICLE.
 DW0915
 DW0915                          STATION RECOVERY (1952)
 DW0915
 DW0915'RECOVERY NOTE BY US ENGINEERS 1952
 DW0915'RECOVERY TO BASE OF PEAK ONLY.
 DW0915'
 DW0915'TO REACH FROM ROLL POSTOFFICE, CROSS RAILROAD TRACKS TO A GRADED
 DW0915'ROAD, GO RIGHT (NE) 1.9 MILES PAST A GRAVEL PLANT AND GO AROUND
 DW0915'GRAVEL PIT BY KEEPING LEFT OF IT UNTIL REACHING A GRADED ROAD
 DW0915'GOING RIGHT (NORTH), GO NORTH 12.45 MILES TO A FORK LEFT,
 DW0915'GO STRAIGHT AHEAD 0.4 MILE TO INTERSECTION WITH TRACK ROAD
 DW0915'(OLD YUMA-QUARTZSITE SIGN), CONTINUE ON GRADED ROAD 10.8 MILES
 DW0915'TO OLD MILE POST 10 AND TRACK ROAD LEFT, GO LEFT 0.6 MILE TO A
 DW0915'FORK, GO LEFT 0.45 MILE TO A FORK LEFT, GO STRAIGHT AHEAD
 DW0915'3.25 MILES TO A TIN BUILDING, FOLLOW TRACK ROAD ACROSS AND
 DW0915'ALONG WASH 0.7 MILE TO A WASH HEADING LEFT TOWARD STATION
 DW0915'(TRIPOD AND CAIRN ARE VISIBLE FROM HERE).  WITH 4 WHEEL
 DW0915'DRIVE, PROCEED 0.3 MILES UP WASH TO THE LEFT TO END OF
 DW0915'VEHICLE TRAVEL.  FROM HERE PACK THROUGH CUT AND UP TO A SMALL
 DW0915'CANYON JUST TO THE LEFT OF SOME CLIFFS AND ONTO A RIDGE,
 DW0915'FOLLOW THE RIDGE EAST TO THE HIGHEST POINT AND STATION.  1
 DW0915'HOUR PACK.
 DW0915
 DW0915                          STATION RECOVERY (1972)
 DW0915
 DW0915'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (CS)
 DW0915'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS
 DW0915'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS
 DW0915'IN 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0914 ***********************************************************************
 DW0914  DESIGNATION -  GARDEN CAIRN
 DW0914  PID         -  DW0914
 DW0914  STATE/COUNTY-  AZ/YUMA
 DW0914  USGS QUAD   -  SLUMGULLION PASS (1990)
 DW0914
 DW0914                         *CURRENT SURVEY CONTROL
 DW0914  ___________________________________________________________________
 DW0914* NAD 83(1992)-  33 01 05.56813(N)    114 01 28.18516(W)     ADJUSTED  
 DW0914* NAVD 88     -       790.5    (meters)    2593.     (feet)  VERTCON   
 DW0914  ___________________________________________________________________
 DW0914  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DW0914  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DW0914  HORZ ORDER  -  THIRD
 DW0914
 DW0914.The horizontal coordinates were established by classical geodetic methods
 DW0914.and adjusted by the National Geodetic Survey in August 1993.
 DW0914
 DW0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0914
 DW0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0914
 DW0914.The geoid height was determined by GEOID03.
 DW0914
 DW0914;                    North         East     Units Scale Factor Converg.
 DW0914;SPC AZ W     -   223,812.222   187,714.419   MT  0.99994144   -0 08 58.5
 DW0914;SPC AZ W     -   734,292.07    615,860.95   iFT  0.99994144   -0 08 58.5
 DW0914;UTM  11      - 3,657,241.023   777,953.204   MT  1.00055270   +1 37 20.7
 DW0914;UTM  12      - 3,657,371.766   217,468.564   MT  1.00058435   -1 38 57.0
 DW0914
 DW0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0914!SPC AZ W     -   0.99988101  x   0.99994144  =   0.99982245
 DW0914!UTM  11      -   0.99988101  x   1.00055270  =   1.00043364
 DW0914!UTM  12      -   0.99988101  x   1.00058435  =   1.00046529
 DW0914
 DW0914                          SUPERSEDED SURVEY CONTROL
 DW0914
 DW0914  NAD 83(1986)-  33 01 05.56434(N)    114 01 28.19003(W) AD(       ) 4
 DW0914  NAD 27      -  33 01 05.42000(N)    114 01 25.42500(W) AD(       ) 3
 DW0914  NGVD 29 (07/19/86)  789.8    (m)         2591.     (f) VERT ANG    3  
 DW0914
 DW0914.Superseded values are not recommended for survey control.
 DW0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0914.See file dsdata.txt to determine how the superseded data were derived.
 DW0914
 DW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7795357241(NAD 83)
 DW0914_MARKER: 72 = CAIRN
 DW0914
 DW0914  HISTORY     - Date     Condition        Report By
 DW0914  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0914
 DW0914                          STATION DESCRIPTION
 DW0914
 DW0914'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0889 ***********************************************************************
 FR0889  DESIGNATION -  GAS
 FR0889  PID         -  FR0889
 FR0889  STATE/COUNTY-  AZ/COCONINO
 FR0889  USGS QUAD   -  HEARST MOUNTAIN (1989)
 FR0889
 FR0889                         *CURRENT SURVEY CONTROL
 FR0889  ___________________________________________________________________
 FR0889* NAD 83(1992)-  35 15 56.40015(N)    112 19 56.67278(W)     ADJUSTED  
 FR0889* NAVD 88     -      2007.     (meters)    6585.     (feet)  SCALED    
 FR0889  ___________________________________________________________________
 FR0889  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 FR0889  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 FR0889  HORZ ORDER  -  SECOND
 FR0889
 FR0889.The horizontal coordinates were established by classical geodetic methods
 FR0889.and adjusted by the National Geodetic Survey in August 1993.
 FR0889
 FR0889.The orthometric height was scaled from a topographic map.
 FR0889
 FR0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0889
 FR0889.The geoid height was determined by GEOID03.
 FR0889
 FR0889;                    North         East     Units Scale Factor Converg.
 FR0889;SPC AZ C     -   473,124.368   175,534.378   MT  0.99991763   -0 14 24.1
 FR0889;SPC AZ C     - 1,552,245.30    575,900.19   iFT  0.99991763   -0 14 24.1
 FR0889;UTM  12      - 3,903,318.840   378,806.071   MT  0.99978101   -0 46 09.8
 FR0889
 FR0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0889!SPC AZ C     -   0.99968889  x   0.99991763  =   0.99960654
 FR0889!UTM  12      -   0.99968889  x   0.99978101  =   0.99946997
 FR0889
 FR0889:                Primary Azimuth Mark                     Grid Az
 FR0889:SPC AZ C     -  HEARST                                   092 38 33.6
 FR0889:UTM  12      -  HEARST                                   093 10 19.3
 FR0889
 FR0889|---------------------------------------------------------------------|
 FR0889| PID    Reference Object                     Distance      Geod. Az  |
 FR0889|                                                           dddmmss.s |
 FR0889| FR0890 HEARST                              APPROX. 5.7 KM 0922409.5 |
 FR0889| CH2327 GAS RM 2                              6.854 METERS 11059     |
 FR0889| CH2326 GAS RM 1                              7.630 METERS 33540     |
 FR0889|---------------------------------------------------------------------|
 FR0889
 FR0889                          SUPERSEDED SURVEY CONTROL
 FR0889
 FR0889  NAD 83(1986)-  35 15 56.39849(N)    112 19 56.66942(W) AD(       ) 2
 FR0889  NAD 27      -  35 15 56.35790(N)    112 19 54.03420(W) AD(       ) 2
 FR0889
 FR0889.Superseded values are not recommended for survey control.
 FR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0889.See file dsdata.txt to determine how the superseded data were derived.
 FR0889
 FR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE7880603319(NAD 83)
 FR0889_MARKER: DS = TRIANGULATION STATION DISK
 FR0889_SETTING: 80 = SET IN A BOULDER
 FR0889_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0889
 FR0889  HISTORY     - Date     Condition        Report By
 FR0889  HISTORY     - 1958     MONUMENTED       CGS
 FR0889  HISTORY     - 1967     GOOD             CGS
 FR0889  HISTORY     - 1980     GOOD             AZDT
 FR0889
 FR0889                          STATION DESCRIPTION
 FR0889
 FR0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0889'THE STAITON IS ON A TREE COVERED HILL THAT IS ABOUT 7.5 MILES
 FR0889'WEST-NORTHWEST OF WILLIAMS, 8.5 MILES EAST-NORTHEAST OF ASH FORK,
 FR0889'2 MILES NORTHEAST OF WELCH AND 200 YARDS NORTH OF THE EL PASO
 FR0889'GAS PIPE LINE.
 FR0889'
 FR0889'TO REACH THE STATION FROM THE ARIZONA STATE HIGHWAY WEIGH
 FR0889'STATION, AT THE WEST EDGE OF WILLIAMS, GO WEST ON U.S. HIGHWAY
 FR0889'66 AND 89 TOWARD ASH FORK FOR 11.6 MILES TO A STOCK GUARD ON
 FR0889'EACH SIDE OF THE HIGHWAY, THIS IS 5.4 MILES EAST OF THE
 FR0889'INTERSECTION OF U.S. HIGHWAY 66 AND 89 AT THE EAST EDGE OF ASH
 FR0889'FORK.  FROM THE STOCK GUARDS GO NORTH AS PER SIGN 5 WELCH, 12
 FR0889'POLSUM DAM, FOR 0.7 MILE TO THE OLD PAVED HIGHWAY, TURN
 FR0889'RIGHT, EAST, FOR 0.3 MILE TO A SIGN ON THE LEFT WELCH 1
 FR0889'1/2, MARTIN 14 1/2.  TURN LEFT AS PER SIGN AND FOLLOW THE
 FR0889'GRAVELED ROAD FOR 1.8 MILES TO THE SANTE FE RAILROAD SIDING AND
 FR0889'SECTION HOUSE AT WELCH, CROSS THE TRACKS AND CONTINUE AHEAD
 FR0889'ON THE GRADED ROAD FOR 0.8 MILE TO THE GAS PIPE LINE.  TURN
 FR0889'RIGHT ON THE GAS LINE ROAD AT SIGN NOTICE PRIVATE ROAD
 FR0889'TRAVEL AT OWN RISK, FOR 1.1 MILES TO A GATE, PASS THROUGH THE
 FR0889'GATE AND CONTINUE FOR 0.8 MILE.  HERE TURN LEFT LEAVING THE
 FR0889'ROAD AND PICK WAY UP THROUGH THE JUNIPER TREES FOR 0.15 MILE
 FR0889'TO THE SUMMIT OF A SMALL HILL AND THE STATION.
 FR0889'
 FR0889'THE STATION IS A STANDARD DISK, STAMPED GAS 1958, CEMENTED IN A
 FR0889'DRILL HOLE IN A 2 X 3 FOOT BOULDER WHICH PROJECTS 18 INCHES.  IT
 FR0889'IS 25 FEET SOUTHEAST OF A WITNESS SIGN SCREWED TO A JUNIPER TREE.
 FR0889'
 FR0889'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAS NO 1 1958,
 FR0889'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 3 FEET IN DIAMETER
 FR0889'AND PROJECTS 1 FOOT.  IT IS 17 FEET NORTHEAST OF THE WITNESS
 FR0889'SIGN.
 FR0889'
 FR0889'REFERENCE MARK 2 IS A STANDARD MARK, STAMPED GAS NO 2 1958,
 FR0889'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 4 FEET IN DIAMETER
 FR0889'AND PROJECTS 1 FOOT.
 FR0889
 FR0889                          STATION RECOVERY (1967)
 FR0889
 FR0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FR0889'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FR0889'IN GOOD CONDITION.
 FR0889'
 FR0889'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 FR0889'ADEQUATE.
 FR0889
 FR0889                          STATION RECOVERY (1980)
 FR0889
 FR0889'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0889'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1170 ***********************************************************************
 CG1170  DESIGNATION -  GAS
 CG1170  PID         -  CG1170
 CG1170  STATE/COUNTY-  AZ/COCHISE
 CG1170  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1170
 CG1170                         *CURRENT SURVEY CONTROL
 CG1170  ___________________________________________________________________
 CG1170* NAD 83(1992)-  31 41 49.19780(N)    110 18 14.61485(W)     ADJUSTED  
 CG1170* NAVD 88     -      1299.5    (meters)    4263.     (feet)  VERTCON   
 CG1170  ___________________________________________________________________
 CG1170  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CG1170  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CG1170  HORZ ORDER  -  SECOND
 CG1170
 CG1170.The horizontal coordinates were established by classical geodetic methods
 CG1170.and adjusted by the National Geodetic Survey in August 1993.
 CG1170
 CG1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1170
 CG1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1170
 CG1170.The geoid height was determined by GEOID03.
 CG1170
 CG1170;                    North         East     Units Scale Factor Converg.
 CG1170;SPC AZ E     -    77,280.618   200,336.086   MT  0.99990209   -0 04 19.9
 CG1170;SPC AZ E     -   253,545.33    657,270.62   iFT  0.99990209   -0 04 19.9
 CG1170;UTM  12      - 3,507,061.623   565,951.270   MT  0.99965364   +0 21 56.4
 CG1170
 CG1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1170!SPC AZ E     -   0.99980038  x   0.99990209  =   0.99970249
 CG1170!UTM  12      -   0.99980038  x   0.99965364  =   0.99945409
 CG1170
 CG1170|---------------------------------------------------------------------|
 CG1170| PID    Reference Object                     Distance      Geod. Az  |
 CG1170|                                                           dddmmss.s |
 CG1170| CS6113 GAS RM 1                             14.713 METERS 10138     |
 CG1170| CS6114 GAS RM 2                             13.969 METERS 19501     |
 CG1170|---------------------------------------------------------------------|
 CG1170
 CG1170                          SUPERSEDED SURVEY CONTROL
 CG1170
 CG1170  NAD 83(1986)-  31 41 49.19151(N)    110 18 14.60910(W) AD(       ) 2
 CG1170  NGVD 29 (06/28/91) 1298.7    (m)         4261.     (f) VERT ANG    3  
 CG1170
 CG1170.Superseded values are not recommended for survey control.
 CG1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1170.See file dsdata.txt to determine how the superseded data were derived.
 CG1170
 CG1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6595107062(NAD 83)
 CG1170_MARKER: DS = TRIANGULATION STATION DISK
 CG1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1170+STABILITY: SURFACE MOTION
 CG1170
 CG1170  HISTORY     - Date     Condition        Report By
 CG1170  HISTORY     - 1986     MONUMENTED       AZDT
 CG1170  HISTORY     - 19981001 GOOD             USPSQD
 CG1170
 CG1170                          STATION DESCRIPTION
 CG1170
 CG1170'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1170'THE STATION IS LOCATED 13-1/2 MILES WEST OF TOMBSTONE ALONG THE SOUTH
 CG1170'SIDE OF STATE ROUTE 82.
 CG1170'
 CG1170'THE STATION MARK IS AN AZDT DISK STAMPED---GAS 1986---.  IT IS SET IN
 CG1170'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 66 FEET SOUTHEAST OF THE
 CG1170'CENTER LINE OF THE HIGHWAY, 43 FEET NORTH OF THE RIGHT OF WAY FENCE
 CG1170'AND 5 FEET SOUTHEAST OF A WITNESS POST.
 CG1170'
 CG1170'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GAS RM 1 1986---.  IT IS
 CG1170'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1170'RIGHT OF WAY FENCE.
 CG1170'
 CG1170'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GAS RM 2 1986---.  IT IS
 CG1170'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1170'RIGHT OF WAY FENCE.
 CG1170'
 CG1170'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1170'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG1170'ROUTE 82.  TURN RIGHT AND TRAVEL EAST ALONG SR 82 FOR 2.8 MILES TO THE
 CG1170'STATION ON THE RIGHT AT MILE POST 54.4.
 CG1170
 CG1170                          STATION RECOVERY (1998)
 CG1170
 CG1170'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1994 ***********************************************************************
 DV1994  DESIGNATION -  GATE
 DV1994  PID         -  DV1994
 DV1994  STATE/COUNTY-  AZ/MARICOPA
 DV1994  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1994
 DV1994                         *CURRENT SURVEY CONTROL
 DV1994  ___________________________________________________________________
 DV1994* NAD 83(1992)-  33 47 51.03477(N)    112 11 03.96576(W)     ADJUSTED  
 DV1994* NAVD 88     -       484.2    (meters)    1589.     (feet)  VERTCON   
 DV1994  ___________________________________________________________________
 DV1994  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DV1994  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DV1994  HORZ ORDER  -  SECOND
 DV1994
 DV1994.The horizontal coordinates were established by classical geodetic methods
 DV1994.and adjusted by the National Geodetic Survey in August 1993.
 DV1994
 DV1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1994
 DV1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1994
 DV1994.The geoid height was determined by GEOID03.
 DV1994
 DV1994;                    North         East     Units Scale Factor Converg.
 DV1994;SPC AZ C     -   310,227.982   188,566.188   MT  0.99990758   -0 08 56.2
 DV1994;SPC AZ C     - 1,017,808.34    618,655.47   iFT  0.99990758   -0 08 56.2
 DV1994;UTM  12      - 3,740,335.068   390,358.148   MT  0.99974820   -0 39 32.1
 DV1994
 DV1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1994!SPC AZ C     -   0.99992860  x   0.99990758  =   0.99983619
 DV1994!UTM  12      -   0.99992860  x   0.99974820  =   0.99967682
 DV1994
 DV1994|---------------------------------------------------------------------|
 DV1994| PID    Reference Object                     Distance      Geod. Az  |
 DV1994|                                                           dddmmss.s |
 DV1994| CH5200 GATE RM 1                            11.860 METERS 08531     |
 DV1994| DV1996 SAGU                                APPROX. 3.7 KM 2694530.9 |
 DV1994| CH5201 GATE RM 2                            13.710 METERS 27556     |
 DV1994|---------------------------------------------------------------------|
 DV1994
 DV1994                          SUPERSEDED SURVEY CONTROL
 DV1994
 DV1994  NAD 83(1986)-  33 47 51.02959(N)    112 11 03.96978(W) AD(       ) 2
 DV1994  NAD 27      -  33 47 50.89521(N)    112 11 01.40757(W) AD(       ) 2
 DV1994  NGVD 29 (07/19/86)  483.6    (m)         1587.     (f) VERT ANG    3  
 DV1994
 DV1994.Superseded values are not recommended for survey control.
 DV1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1994.See file dsdata.txt to determine how the superseded data were derived.
 DV1994
 DV1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9035840335(NAD 83)
 DV1994_MARKER: DD = SURVEY DISK
 DV1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1994+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2008
 DV1994
 DV1994  HISTORY     - Date     Condition        Report By
 DV1994  HISTORY     - 1978     MONUMENTED       AZDT
 DV1994  HISTORY     - 20031221 GOOD             USPSQD
 DV1994  HISTORY     - 20060908 GOOD             USPSQD
 DV1994  HISTORY     - 20080918 GOOD             GEOCAC
 DV1994
 DV1994                          STATION DESCRIPTION
 DV1994
 DV1994'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1994'THE STATION IS ABOUT 7 MILES SOUTHWEST OF NEW RIVER AND 20 MILES
 DV1994'NORTH NORTHWEST OF PHOENIX ALONG THE SOUTH SIDE OF THE CAREFREE
 DV1994'HWY. (STATE ROUTE 74) INSIDE OF THE SOUTH R/W.
 DV1994'
 DV1994'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED GATE 1976 AND
 DV1994'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 120 FEET SOUTH
 DV1994'OF HWY. CENTERLINE AND 4 FEET NORTH OF SOUTH R/W FENCE.
 DV1994'
 DV1994'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED GATE RM
 DV1994'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 5 FEET
 DV1994'NORTH OF THE SOUTH R/W FENCE.
 DV1994'
 DV1994'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED GATE RM
 DV1994'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 10 FEET
 DV1994'NORTH OF THE SOUTH R/W FENCE.
 DV1994'
 DV1994'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND BELL RD. IN
 DV1994'NORTH PHOENIX, TRAVEL NORTH ON I-17 FOR 11.0 MILES TO THE
 DV1994'CAREFREE HWY. OVERPASS, GO WEST ON CAREFREE HWY. (STATE ROUTE 74)
 DV1994'FOR 2.90 MILES TO MILE POST 28 AND THE STATION ON THE LEFT IN
 DV1994'THE SOUTH R/W ABOUT 120 FEET WEST OF A GATE IN FENCE.
 DV1994'
 DV1994'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1994
 DV1994                          STATION RECOVERY (2003)
 DV1994
 DV1994'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV1994'RECOVERED AS DESCRIBED.
 DV1994
 DV1994                          STATION RECOVERY (2006)
 DV1994
 DV1994'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DV1994'RECOVERED AS DESCRIBED.
 DV1994
 DV1994                          STATION RECOVERY (2008)
 DV1994
 DV1994'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1994'RECOVERED STATION GATE ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
 DV1994' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0375 ***********************************************************************
 CF0375  DESIGNATION -  GATE
 CF0375  PID         -  CF0375
 CF0375  STATE/COUNTY-  AZ/COCHISE
 CF0375  USGS QUAD   -  PEARCE (1985)
 CF0375
 CF0375                         *CURRENT SURVEY CONTROL
 CF0375  ___________________________________________________________________
 CF0375* NAD 83(1992)-  31 59 52.68954(N)    109 51 36.05323(W)     ADJUSTED  
 CF0375* NAVD 88     -      1287.4    (meters)    4224.     (feet)  VERTCON   
 CF0375  ___________________________________________________________________
 CF0375  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CF0375  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0375  HORZ ORDER  -  SECOND
 CF0375
 CF0375.The horizontal coordinates were established by classical geodetic methods
 CF0375.and adjusted by the National Geodetic Survey in August 1993.
 CF0375
 CF0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0375
 CF0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0375
 CF0375.The geoid height was determined by GEOID03.
 CF0375
 CF0375;                    North         East     Units Scale Factor Converg.
 CF0375;SPC AZ E     -   110,682.955   242,334.302   MT  0.99991035   +0 09 45.0
 CF0375;SPC AZ E     -   363,133.05    795,060.05   iFT  0.99991035   +0 09 45.0
 CF0375;UTM  12      - 3,540,778.302   607,683.209   MT  0.99974300   +0 36 14.8
 CF0375
 CF0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0375!SPC AZ E     -   0.99980218  x   0.99991035  =   0.99971255
 CF0375!UTM  12      -   0.99980218  x   0.99974300  =   0.99954523
 CF0375
 CF0375|---------------------------------------------------------------------|
 CF0375| PID    Reference Object                     Distance      Geod. Az  |
 CF0375|                                                           dddmmss.s |
 CF0375| CS5407 GATE RM 1                             8.580 METERS 18705     |
 CF0375| CS5408 GATE RM 2                            13.831 METERS 31848     |
 CF0375|---------------------------------------------------------------------|
 CF0375
 CF0375                          SUPERSEDED SURVEY CONTROL
 CF0375
 CF0375  NAD 83(1986)-  31 59 52.68156(N)    109 51 36.05183(W) AD(       ) 2
 CF0375  NGVD 29 (03/13/91) 1286.6    (m)         4221.     (f) VERT ANG    3  
 CF0375
 CF0375.Superseded values are not recommended for survey control.
 CF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0375.See file dsdata.txt to determine how the superseded data were derived.
 CF0375
 CF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0768340778(NAD 83)
 CF0375_MARKER: DS = TRIANGULATION STATION DISK
 CF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0375+STABILITY: SURFACE MOTION
 CF0375
 CF0375  HISTORY     - Date     Condition        Report By
 CF0375  HISTORY     - 1982     MONUMENTED       AZDT
 CF0375
 CF0375                          STATION DESCRIPTION
 CF0375
 CF0375'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0375'THE STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF WILLCOX, ARIZONA,
 CF0375'BESIDE U.S. HWY 666.
 CF0375'
 CF0375'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AT U.S. I-10 AND
 CF0375'U.S. HWY 666 WHICH IS 8.5 MILES SOUTHWEST OF WILLCOX.  TRAVEL SOUTH-
 CF0375'EAST ON U.S. 666, 13.95 MILES TO THE STATION ON THE RIGHT.
 CF0375'
 CF0375'THE STATION MARKS ARE STANDARD ALUMINUN DISKS STAMPED---GATE 1982---.
 CF0375'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0375'SET LEVEL WITH THE GROUND.  THE STATION MARK IS 33.5 FEET WEST OF THE
 CF0375'CENTER LINE OF U.S. 666, 16.95 FEET EAST OF THE RIGHT-OF-WAY FENCE AND
 CF0375'4 FEET WEST OF WITNESS POST AND SIGN.  THE UNDERGROUND DISK IS SET IN
 CF0375'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE MARK.
 CF0375'
 CF0375'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---GATE RM 1---SET
 CF0375'IN THE TOP OF A CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0375'
 CF0375'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---GATE RM 2---SET
 CF0375'IN THE TOP OF A ROUND CONCRETE POST, SET LEVEL WITH THE GROUND.
 CF0375'
 CF0375'NO AZIMUTH MARK WAS SET FOR THIS STATION. USE USGS TEE OR AZDT FARM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1171 ***********************************************************************
 CG1171  DESIGNATION -  GATE
 CG1171  PID         -  CG1171
 CG1171  STATE/COUNTY-  AZ/COCHISE
 CG1171  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1171
 CG1171                         *CURRENT SURVEY CONTROL
 CG1171  ___________________________________________________________________
 CG1171* NAD 83(1992)-  31 34 17.94721(N)    110 18 34.86189(W)     ADJUSTED  
 CG1171* NAVD 88     -      1402.9    (meters)    4603.     (feet)  VERTCON   
 CG1171  ___________________________________________________________________
 CG1171  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CG1171  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG1171  HORZ ORDER  -  SECOND
 CG1171
 CG1171.The horizontal coordinates were established by classical geodetic methods
 CG1171.and adjusted by the National Geodetic Survey in August 1993.
 CG1171
 CG1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1171
 CG1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1171
 CG1171.The geoid height was determined by GEOID03.
 CG1171
 CG1171;                    North         East     Units Scale Factor Converg.
 CG1171;SPC AZ E     -    63,384.102   199,784.758   MT  0.99990227   -0 04 29.6
 CG1171;SPC AZ E     -   207,953.09    655,461.80   iFT  0.99990227   -0 04 29.6
 CG1171;UTM  12      - 3,493,164.765   565,506.081   MT  0.99965292   +0 21 41.2
 CG1171
 CG1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1171!SPC AZ E     -   0.99978415  x   0.99990227  =   0.99968644
 CG1171!UTM  12      -   0.99978415  x   0.99965292  =   0.99943715
 CG1171
 CG1171|---------------------------------------------------------------------|
 CG1171| PID    Reference Object                     Distance      Geod. Az  |
 CG1171|                                                           dddmmss.s |
 CG1171| CS6115 GATE RM 1                            20.446 METERS 15735     |
 CG1171| CS6116 GATE RM 2                            18.100 METERS 25545     |
 CG1171|---------------------------------------------------------------------|
 CG1171
 CG1171                          SUPERSEDED SURVEY CONTROL
 CG1171
 CG1171  NAD 83(1986)-  31 34 17.93884(N)    110 18 34.85345(W) AD(       ) 2
 CG1171  NGVD 29 (06/28/91) 1402.0    (m)         4600.     (f) VERT ANG    3  
 CG1171
 CG1171.Superseded values are not recommended for survey control.
 CG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1171.See file dsdata.txt to determine how the superseded data were derived.
 CG1171
 CG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6550693165(NAD 83)
 CG1171_MARKER: DS = TRIANGULATION STATION DISK
 CG1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1171+STABILITY: SURFACE MOTION
 CG1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1171+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2006
 CG1171
 CG1171  HISTORY     - Date     Condition        Report By
 CG1171  HISTORY     - 1986     MONUMENTED       AZDT
 CG1171  HISTORY     - 20030428 GOOD             NGS
 CG1171  HISTORY     - 20061230 GOOD             GEOCAC
 CG1171
 CG1171                          STATION DESCRIPTION
 CG1171
 CG1171'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1171'THE STATION IS LOCATED 2-1/2 MILES NORTHWEST OF SIERRA VISTA ALONG THE
 CG1171'SOUTH SIDE OF STATE ROUTE 90 AT MILE POST 317.5.
 CG1171'
 CG1171'THE STATION MARK IS AN AZDT DISK STAMPED---GATE 1986---.  IT IS SET IN
 CG1171'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 110 FEET SOUTH OF THE CUT
 CG1171'BANK, 45 FEET NORTHWEST OF A POWER POLE AND 42 FEET NORTH OF THE RIGHT
 CG1171'OF WAY FENCE.
 CG1171'
 CG1171'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GATE RM 1 1986---.  IT IS
 CG1171'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1.5 FEET NORTH OF
 CG1171'THE RIGHT OF WAY FENCE.
 CG1171'
 CG1171'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GATE RM 2 1986---.  IT IS
 CG1171'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1.5 FEET NORTH OF
 CG1171'THE RIGHT OF WAY FENCE.
 CG1171'
 CG1171'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1171'ALONG FRY BLVD 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN LEFT AND
 CG1171'TRAVEL NORTH ALONG SR 90 FOR 4.3 MILES TO A DIM TRACK ROAD ON THE
 CG1171'LEFT.  TURN LEFT TO TOP OF CUT AND THE STATION.
 CG1171
 CG1171                          STATION RECOVERY (2003)
 CG1171
 CG1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1171'RECOVERED IN GOOD CONDITION.
 CG1171
 CG1171                          STATION RECOVERY (2006)
 CG1171
 CG1171'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE5317 ***********************************************************************
 DE5317  DESIGNATION -  GATE
 DE5317  PID         -  DE5317
 DE5317  STATE/COUNTY-  AZ/YUMA
 DE5317  USGS QUAD   -  FORTUNA (1979)
 DE5317
 DE5317                         *CURRENT SURVEY CONTROL
 DE5317  ___________________________________________________________________
 DE5317* NAD 83(2007)-  32 44 37.99653(N)    114 26 31.67813(W)     ADJUSTED  
 DE5317* NAVD 88     -        53.0    (meters)     174.     (feet)  GPS OBS   
 DE5317  ___________________________________________________________________
 DE5317  EPOCH DATE  -        2007.00
 DE5317  X           -  -2,221,928.032 (meters)                     COMP
 DE5317  Y           -  -4,888,654.330 (meters)                     COMP
 DE5317  Z           -   3,430,113.541 (meters)                     COMP
 DE5317  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DE5317  ELLIP HEIGHT-          19.376 (meters)          (02/10/07) ADJUSTED
 DE5317  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DE5317
 DE5317  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5317  Type    PID    Designation                      North   East  Ellip
 DE5317  -------------------------------------------------------------------
 DE5317  NETWORK DE5317 GATE                              1.12   2.33   6.62
 DE5317  -------------------------------------------------------------------
 DE5317
 DE5317.The horizontal coordinates were established by GPS observations
 DE5317.and adjusted by the National Geodetic Survey in February 2007.
 DE5317
 DE5317.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5317.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5317.The horizontal coordinates are valid at the epoch date displayed above.
 DE5317.The epoch date for horizontal control is a decimal equivalence
 DE5317.of Year/Month/Day.
 DE5317
 DE5317.The orthometric height was determined by GPS observations and a
 DE5317.high-resolution geoid model.
 DE5317
 DE5317.Photographs are available for this station.
 DE5317
 DE5317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5317
 DE5317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5317
 DE5317.The ellipsoidal height was determined by GPS observations
 DE5317.and is referenced to NAD 83.
 DE5317
 DE5317.The geoid height was determined by GEOID03.
 DE5317
 DE5317;                    North         East     Units Scale Factor Converg.
 DE5317;SPC AZ W     -   193,569.356   148,495.399   MT  0.99998519   -0 22 27.8
 DE5317;SPC AZ W     -   635,070.07    487,189.63   iFT  0.99998519   -0 22 27.8
 DE5317;UTM  11      - 3,625,789.683   739,666.537   MT  1.00030833   +1 23 03.0
 DE5317
 DE5317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5317!SPC AZ W     -   0.99999696  x   0.99998519  =   0.99998215
 DE5317!UTM  11      -   0.99999696  x   1.00030833  =   1.00030529
 DE5317
 DE5317                          SUPERSEDED SURVEY CONTROL
 DE5317
 DE5317  NAD 83(1992)-  32 44 37.99560(N)    114 26 31.67809(W) AD(2000.35) B
 DE5317  ELLIP H (06/11/02)   19.361  (m)                       GP(       ) 3 2
 DE5317
 DE5317.Superseded values are not recommended for survey control.
 DE5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5317.See file dsdata.txt to determine how the superseded data were derived.
 DE5317
 DE5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3966725790(NAD 83)
 DE5317_MARKER: DU = BOUNDARY MARKER
 DE5317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5317_STAMPING: T8S S8 MC S17 R21W 1960
 DE5317_MARK LOGO: BLM   
 DE5317_PROJECTION: FLUSH
 DE5317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5317+STABILITY: SURFACE MOTION
 DE5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5317+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DE5317
 DE5317  HISTORY     - Date     Condition        Report By
 DE5317  HISTORY     - UNK      MONUMENTED       BLM
 DE5317  HISTORY     - 20020529 SEE DESCRIPTION  AZ0620
 DE5317  HISTORY     - 20040621 GOOD             JCLS
 DE5317  HISTORY     - 20060406 GOOD             INDIV
 DE5317
 DE5317                          STATION DESCRIPTION
 DE5317
 DE5317'DESCRIBED BY CITY OF YUMA ARIZONA 2002 (DHM)
 DE5317'THE STATION IS LOCATED APPROXIMATELY 13 MILES ENE OF THE CITY OF YUMA
 DE5317'ARIZONA NEAR US HIGHWAY 95 AND THE GILA RIVER.
 DE5317' 
 DE5317'TO REACH THE STATION FROM YUMA ON US HIGHWAY 95 TURN LEFT (WESTERLY)
 DE5317'AT
 DE5317'APPROX. MILE 39.8, ONTO AN UN-NAMED, PAVED ROAD HEADING TOWARD N.R.
 DE5317'ADAIR
 DE5317'PARK.  PROCEED 2.4 MILES TO THE END OF PAVEMENT, CONTINUE 1.2 MILES TO
 DE5317'THE
 DE5317'STATION ON THE LEFT AND A VERY LARGE IRRIGATION CANAL CONTROL GATE
 DE5317'(MARKED 763+80 ON THE SOUTH END).
 DE5317' 
 DE5317'THE STATION IS A BRASS DISK IN THE CENTER OF A CONCRETE MONUMENT 21
 DE5317'INCHES IN DIAMETER.  THE MONUMENT APPEARS TO SIT ON MANY LARGE ROCKS
 DE5317'AND IS SURROUNDED BY A MASS OF CONCRETE (APPROX. 6 FT IN DIAMETER)
 DE5317'POURED OVER THE ROCKS.  IT IS APPROX. 10 FEET EAST OF THE ROAD EDGE,
 DE5317'APPROX. 21 FEET EAST OF THE ROAD CENTER, AND APPROX. THE SAME LEVEL OF
 DE5317'THE ROAD.  IT IS 28.9 METERS ON MAG. BEARING 061 FROM THE MOST
 DE5317'NORTHERLY
 DE5317'AND EASTERLY PILLAR OF THE CONTROL GATE.
 DE5317' 
 DE5317' 
 DE5317' 
 DE5317' 
 DE5317'
 DE5317
 DE5317                          STATION RECOVERY (2004)
 DE5317
 DE5317'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DE5317'RECOVERED IN GOOD CONDITION.
 DE5317
 DE5317                          STATION RECOVERY (2006)
 DE5317
 DE5317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DE5317'MONUMENT RECOVERED INTACT, WITH A LARGE WHITE CROSS RECENTLY PAINTED
 DE5317'OVER IT SHOWING SIGNS OF IT'S USAGE AS AN AERIAL PHOTO GROUND SURVEY
 DE5317'CONTROL TARGET PANEL POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0883 ***********************************************************************
 ET0883  DESIGNATION -  GATES
 ET0883  PID         -  ET0883
 ET0883  STATE/COUNTY-  AZ/YAVAPAI
 ET0883  USGS QUAD   -  PRESCOTT (1973)
 ET0883
 ET0883                         *CURRENT SURVEY CONTROL
 ET0883  ___________________________________________________________________
 ET0883* NAD 83(1992)-  34 32 58.77536(N)    112 23 14.26982(W)     ADJUSTED  
 ET0883* NAVD 88     -      1678.98   (+/-2cm)    5508.5    (feet)  VERTCON   
 ET0883  ___________________________________________________________________
 ET0883  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 ET0883  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0883  HORZ ORDER  -  SECOND
 ET0883  VERT ORDER  -  THIRD ? (See Below)
 ET0883
 ET0883.The horizontal coordinates were established by classical geodetic methods
 ET0883.and adjusted by the National Geodetic Survey in August 1993.
 ET0883
 ET0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0883.The vertical order pertains to the NGVD 29 superseded value.
 ET0883
 ET0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0883
 ET0883.The geoid height was determined by GEOID03.
 ET0883
 ET0883;                    North         East     Units Scale Factor Converg.
 ET0883;SPC AZ C     -   393,720.673   170,167.094   MT  0.99992299   -0 16 00.9
 ET0883;SPC AZ C     - 1,291,734.49    558,290.99   iFT  0.99992299   -0 16 00.9
 ET0883;UTM  12      - 3,823,977.936   372,712.710   MT  0.99979970   -0 47 12.7
 ET0883
 ET0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0883!SPC AZ C     -   0.99974063  x   0.99992299  =   0.99966364
 ET0883!UTM  12      -   0.99974063  x   0.99979970  =   0.99954038
 ET0883
 ET0883|---------------------------------------------------------------------|
 ET0883| PID    Reference Object                     Distance      Geod. Az  |
 ET0883|                                                           dddmmss.s |
 ET0883| CH2328 GATES RM 1                           12.595 METERS 06223     |
 ET0883| CH2329 GATES RM 2                            6.744 METERS 16936     |
 ET0883| ET0884 LIESE                               APPROX. 2.1 KM 2723121.3 |
 ET0883|---------------------------------------------------------------------|
 ET0883
 ET0883                          SUPERSEDED SURVEY CONTROL
 ET0883
 ET0883  NAD 83(1986)-  34 32 58.77252(N)    112 23 14.26813(W) AD(       ) 2
 ET0883  NAD 27      -  34 32 58.67819(N)    112 23 11.66585(W) AD(       ) 2
 ET0883  NGVD 29 (07/19/86) 1678.08   (m)         5505.5    (f) LEVELING    3  
 ET0883
 ET0883.Superseded values are not recommended for survey control.
 ET0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0883.See file dsdata.txt to determine how the superseded data were derived.
 ET0883
 ET0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7271323978(NAD 83)
 ET0883_MARKER: DD = SURVEY DISK
 ET0883_SETTING: 66 = SET IN ROCK OUTCROP
 ET0883_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0883+STABILITY: POSITION/ELEVATION WELL
 ET0883
 ET0883  HISTORY     - Date     Condition        Report By
 ET0883  HISTORY     - 1980     MONUMENTED       AZDT
 ET0883  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0883
 ET0883                          STATION DESCRIPTION
 ET0883
 ET0883'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0883'THE STATION IS LOCATED 4.7 MILES EAST OF PRESCOTT, 8.3 MILES NORTHWEST
 ET0883'OF DEWEY AND ALONG THE SOUTH RIGHT OF WAY OF ARIZONA HIGHWAY 69.
 ET0883'
 ET0883'THE STATION MARK IS AN ADOT DISK STAMPED GATES 1980.  IT IS SET IN A
 ET0883'DRILL HOLE IN A ROCK OUTCROP.
 ET0883'
 ET0883'REFERENCE MARK 1 IS AN ADOT DISK STAMPED GATES RM 1 1980.  IT IS SET
 ET0883'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0883'
 ET0883'REFERENCE MARK 2 IS AN ADOT DISK STAMPED GATES RM 2 1980.  IT IS SET
 ET0883'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0883'
 ET0883'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT VALLEY PROCEED
 ET0883'EAST FOR 0.05 MILE TO A CROSS ROAD.  TURN RIGHT FOR 0.05 MILE TO SR 69
 ET0883'TURN RIGHT ALONG SR 69 FOR 5.1 MILES TO THE STATION ON THE LEFT ABOVE
 ET0883'A 20 FOOT HIGHWAY CUT ON A CURVE IN THE HIGHWAY.
 ET0883
 ET0883                          STATION RECOVERY (2001)
 ET0883
 ET0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0883'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1977 ***********************************************************************
 DV1977  DESIGNATION -  GATEWAY
 DV1977  PID         -  DV1977
 DV1977  STATE/COUNTY-  AZ/LA PAZ
 DV1977  USGS QUAD   -  BEAR HILLS (1990)
 DV1977
 DV1977                         *CURRENT SURVEY CONTROL
 DV1977  ___________________________________________________________________
 DV1977* NAD 83(1992)-  33 41 05.97595(N)    113 55 42.40529(W)     ADJUSTED  
 DV1977* NAVD 88     -       422.3    (meters)    1385.     (feet)  VERTCON   
 DV1977  ___________________________________________________________________
 DV1977  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DV1977  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1977  HORZ ORDER  -  SECOND
 DV1977
 DV1977.The horizontal coordinates were established by classical geodetic methods
 DV1977.and adjusted by the National Geodetic Survey in August 1993.
 DV1977
 DV1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1977
 DV1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1977
 DV1977.The geoid height was determined by GEOID03.
 DV1977
 DV1977;                    North         East     Units Scale Factor Converg.
 DV1977;SPC AZ W     -   297,741.161   196,814.802   MT  0.99993671   -0 05 56.3
 DV1977;SPC AZ W     -   976,841.08    645,717.85   iFT  0.99993671   -0 05 56.3
 DV1977;UTM  12      - 3,731,079.405   228,524.379   MT  1.00050867   -1 37 30.7
 DV1977;UTM  11      - 3,731,465.164   784,746.984   MT  1.00059970   +1 42 17.0
 DV1977
 DV1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1977!SPC AZ W     -   0.99993862  x   0.99993671  =   0.99987534
 DV1977!UTM  12      -   0.99993862  x   1.00050867  =   1.00044726
 DV1977!UTM  11      -   0.99993862  x   1.00059970  =   1.00053828
 DV1977
 DV1977|---------------------------------------------------------------------|
 DV1977| PID    Reference Object                     Distance      Geod. Az  |
 DV1977|                                                           dddmmss.s |
 DV1977| CH2330 GATEWAY RM 1                          6.918 METERS 09859     |
 DV1977| CH2331 GATEWAY RM 2                          5.684 METERS 19508     |
 DV1977| DV1394 GATEWAY AZ MK                                      2471715.0 |
 DV1977|---------------------------------------------------------------------|
 DV1977
 DV1977                          SUPERSEDED SURVEY CONTROL
 DV1977
 DV1977  NAD 83(1986)-  33 41 05.97067(N)    113 55 42.41867(W) AD(       ) 2
 DV1977  NAD 27      -  33 41 05.86360(N)    113 55 39.63780(W) AD(       ) 2
 DV1977  NGVD 29 (07/19/86)  421.6    (m)         1383.     (f) VERT ANG    3  
 DV1977
 DV1977.Superseded values are not recommended for survey control.
 DV1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1977.See file dsdata.txt to determine how the superseded data were derived.
 DV1977
 DV1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2852431079(NAD 83)
 DV1977_MARKER: DS = TRIANGULATION STATION DISK
 DV1977_SETTING: 66 = SET IN ROCK OUTCROP
 DV1977_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1977+STABILITY: POSITION/ELEVATION WELL
 DV1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1977+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 DV1977
 DV1977  HISTORY     - Date     Condition        Report By
 DV1977  HISTORY     - 1949     MONUMENTED       CGS
 DV1977  HISTORY     - 1964     GOOD             CGS
 DV1977  HISTORY     - 1965     GOOD             CGS
 DV1977  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DV1977  HISTORY     - 1985     GOOD             AZDT
 DV1977  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1977  HISTORY     - 20080209 GOOD             GEOCAC
 DV1977
 DV1977                          STATION DESCRIPTION
 DV1977
 DV1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1977'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE EAST OF QUARTZSITE
 DV1977'AND ABOUT 1 MILE AIRLINE EAST OF BRENDA ON A ROCKY KNOLL THAT IS
 DV1977'JUST NORTH OF U.S. HIGHWAY 60.  THE KNOLL HAS ON ITS EAST SLOPE
 DV1977'A COLLECTION OF PAINTED ROCKS SO ARRANGED AS TO FORM THE WORD,
 DV1977'GATEWAY.  ON THE SOUTH SLOPE IS A STATUE OF A LEFT-HANDED INDIAN
 DV1977'AND ON THE HIGHEST POINT IS A WOODEN CROSS.  THE STATION MARK
 DV1977'IS COUNTERSUNK ABOUT 1/2 INCH, IS SET 15 PACES NORTH-NORTHWEST
 DV1977'OF THE WOODEN CROSS AND HIGHEST POINT OF KNOLL.  IT IS
 DV1977'STAMPED, GATEWAY 1949.
 DV1977'
 DV1977'REFERENCE MARK NO. 1 IS COUNTERSUNK ABOUT 1 INCH, IS ABOUT 2
 DV1977'FEET LOWER THAN THE STATION MARK AND IS STAMPED, GATEWAY NO 1
 DV1977'1949.
 DV1977'
 DV1977'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 6 FEET LOWER THAN THE
 DV1977'STATION MARK AND IS STAMPED, GATEWAY NO 2 1949.
 DV1977'
 DV1977'THE AZIMUTH MARK IS SET FLUSH ON A ROCKY RIDGE 25 YARDS NORTH
 DV1977'OF U.S. HIGHWAY 60.  IT IS 5 PACES NORTH-NORTHWEST OF A ROCK
 DV1977'CAIRN, 1 FOOT EAST OF A WHITE WITNESS POST AND IS STAMPED,
 DV1977'GATEWAY 1949.
 DV1977'
 DV1977'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE.  GO
 DV1977'EAST ON U.S. HIGHWAY 60, 17.15 MILES TO THE TEXACO SERVICE
 DV1977'STATION AT BRENDCONTINUE 0.75 MILE TO THE AZIMUTH MARK ON
 DV1977'LEFT.  CONTINUE 0.25 MILE THEN TURN LEFT OFF HIGHWAY TO THE
 DV1977'BASE OF KNOLL AND END OF TRUCK TRAVEL.  WALK NORTH UP SLOPE
 DV1977'OF KNOLL TO HIGHEST POINT AND STATION.  A 5 MINUTE PACK.
 DV1977
 DV1977                          STATION RECOVERY (1964)
 DV1977
 DV1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 DV1977'ALL STATION MARKINGS WERE LOCATED AND IN GOOD CONDITION.  THE
 DV1977'AZIMUTH MARK WAS NOT FOUND.  THE LOCATION DESCRIPTION IS ADEQUATE.
 DV1977
 DV1977                          STATION RECOVERY (1965)
 DV1977
 DV1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAW)
 DV1977'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2
 DV1977'WERE RECOVERED, FOUND TO BE IN GOOD CONDITION, AND AS DESCRIBED
 DV1977'IN 1949.
 DV1977'
 DV1977'THE 1949 ROUTE FOR THE STATION WAS USED IN RECOVERY AND FOUND
 DV1977'TO BE ENTIRELY ADEQUATE.
 DV1977
 DV1977                          STATION RECOVERY (1981)
 DV1977
 DV1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1977'THE STATION AND RMS WERE NOT RECOVERED.
 DV1977'
 DV1977'THE AZIMUTH MARK WAS FOUND AS DESCRIBED.
 DV1977
 DV1977                          STATION RECOVERY (1985)
 DV1977
 DV1977'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1977'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1977'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1977'
 DV1977'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1977'U.S. HIGHWAY 60 FOR 19.8 MILES TO COUNTY ROAD 42E, CONTINUE WEST
 DV1977'ALONG THE HIGHWAY FOR 0.35 MILE TO END OF TRUCK TRAVEL ON TOP OF A
 DV1977'RIDGE WHICH LEADS NORTH TO THE STATION.
 DV1977
 DV1977                          STATION RECOVERY (2004)
 DV1977
 DV1977'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1977'MARK NOT FOUND.
 DV1977
 DV1977                          STATION RECOVERY (2008)
 DV1977
 DV1977'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1977'THE PRIMARY STATION AND BOTH REFERENCE MARKS
 DV1977'WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK,
 DV1977'WHICH HAS ITS OWN PID (DV1394), WAS ALSO RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1394 ***********************************************************************
 DV1394  DESIGNATION -  GATEWAY AZ MK
 DV1394  PID         -  DV1394
 DV1394  STATE/COUNTY-  AZ/LA PAZ
 DV1394  USGS QUAD   -  BEAR HILLS (1990)
 DV1394
 DV1394                         *CURRENT SURVEY CONTROL
 DV1394  ___________________________________________________________________
 DV1394* NAD 83(1986)-  33 41 02.     (N)    113 55 56.     (W)     SCALED    
 DV1394* NAVD 88     -       414.416  (meters)    1359.63   (feet)  ADJUSTED  
 DV1394  ___________________________________________________________________
 DV1394  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1394  DYNAMIC HT  -         413.944 (meters)    1358.08  (feet)  COMP
 DV1394  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 DV1394
 DV1394  VERT ORDER  -  FIRST     CLASS II
 DV1394
 DV1394.The horizontal coordinates were scaled from a topographic map and have
 DV1394.an estimated accuracy of +/- 6 seconds.
 DV1394
 DV1394.The orthometric height was determined by differential leveling
 DV1394.and adjusted in June 1991.
 DV1394
 DV1394.The geoid height was determined by GEOID03.
 DV1394
 DV1394.The dynamic height is computed by dividing the NAVD 88
 DV1394.geopotential number by the normal gravity value computed on the
 DV1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1394.degrees latitude (g = 980.6199 gals.).
 DV1394
 DV1394.The modeled gravity was interpolated from observed gravity values.
 DV1394
 DV1394;                    North         East    Units  Estimated Accuracy
 DV1394;SPC AZ W     -   297,620.      196,460.      MT  (+/- 180 meters Scaled)
 DV1394
 DV1394                          SUPERSEDED SURVEY CONTROL
 DV1394
 DV1394.No superseded survey control is available for this station.
 DV1394
 DV1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC281309(NAD 83)
 DV1394_MARKER: DZ = AZIMUTH MARK DISK
 DV1394_SETTING: 66 = SET IN ROCK OUTCROP
 DV1394_SP_SET: ROCK OUTCROP
 DV1394_STAMPING: GATEWAY 1949
 DV1394_MARK LOGO: CGS   
 DV1394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1394+STABILITY: POSITION/ELEVATION WELL
 DV1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1394+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 DV1394
 DV1394  HISTORY     - Date     Condition        Report By
 DV1394  HISTORY     - 1949     MONUMENTED       CGS
 DV1394  HISTORY     - 1981     GOOD             NGS
 DV1394  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1394  HISTORY     - 20080209 GOOD             GEOCAC
 DV1394
 DV1394                          STATION DESCRIPTION
 DV1394
 DV1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1394'33.5 KM (20.8 MI) SW FROM SALOME.
 DV1394'33.5 KM (20.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1394'SALOME ROAD IN SALOME, 1.2 KM (0.75 MI) NORTHEAST OF THE BRENDA
 DV1394'SERVICE STATION, SET IN TOP OF THE HIGHEST POINT OF OUTCROP ON A ROCKY
 DV1394'KNOLL JUST NORTHWEST OF HIGHWAY MILEPOST 36, 22.8 METERS (75.0 FT)
 DV1394'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS (57.7 FT)
 DV1394'SOUTH OF A WHITE ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER NUMBER P.O.T.
 DV1394'1947+81.73 AHD.
 DV1394'THE MARK IS 0.6 METERS  E FROM  4 X 4 WOODEN WITNESS POS
 DV1394'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
 DV1394
 DV1394                          STATION RECOVERY (2004)
 DV1394
 DV1394'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1394'MARK NOT FOUND.
 DV1394
 DV1394                          STATION RECOVERY (2008)
 DV1394
 DV1394'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1394'THE DISTANCE FROM THE CENTER OF U.S. 60 TO THE MARK IS CLOSER TO 150
 DV1394'FEET THAN TO 75. THE MARK
 DV1394'IS AT THE SUMMIT OF THE KNOLL DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1214 ***********************************************************************
 DA1214  DESIGNATION -  GAUGING STATION
 DA1214  PID         -  DA1214
 DA1214  STATE/COUNTY-  AZ/PIMA
 DA1214  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1214
 DA1214                         *CURRENT SURVEY CONTROL
 DA1214  ___________________________________________________________________
 DA1214* NAD 83(1986)-  32 29 58.     (N)    112 52 49.     (W)     SCALED    
 DA1214* NAVD 88     -       404.727  (meters)    1327.84   (feet)  ADJUSTED  
 DA1214  ___________________________________________________________________
 DA1214  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA1214  DYNAMIC HT  -         404.225 (meters)    1326.19  (feet)  COMP
 DA1214  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 DA1214
 DA1214  VERT ORDER  -  FIRST     CLASS II
 DA1214
 DA1214.The horizontal coordinates were scaled from a topographic map and have
 DA1214.an estimated accuracy of +/- 6 seconds.
 DA1214
 DA1214.The orthometric height was determined by differential leveling
 DA1214.and adjusted in June 1991.
 DA1214
 DA1214.The geoid height was determined by GEOID03.
 DA1214
 DA1214.The dynamic height is computed by dividing the NAVD 88
 DA1214.geopotential number by the normal gravity value computed on the
 DA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1214.degrees latitude (g = 980.6199 gals.).
 DA1214
 DA1214.The modeled gravity was interpolated from observed gravity values.
 DA1214
 DA1214;                    North         East    Units  Estimated Accuracy
 DA1214;SPC AZ C     -   166,660.      122,810.      MT  (+/- 180 meters Scaled)
 DA1214
 DA1214                          SUPERSEDED SURVEY CONTROL
 DA1214
 DA1214.No superseded survey control is available for this station.
 DA1214
 DA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233973(NAD 83)
 DA1214_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1214_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DA1214+WITH SETTING: PAVEMENT
 DA1214_SP_SET: BRIDGE CURB
 DA1214_STAMPING: GAUGING STATION
 DA1214_MARK LOGO: USGS  
 DA1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1214+STABILITY: SURFACE MOTION
 DA1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1214+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1214
 DA1214  HISTORY     - Date     Condition        Report By
 DA1214  HISTORY     - UNK      MONUMENTED       USGS
 DA1214  HISTORY     - 1980     GOOD             NGS
 DA1214  HISTORY     - 20060220 GOOD             USPSQD
 DA1214  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA1214
 DA1214                          STATION DESCRIPTION
 DA1214
 DA1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1214'15.85 KM (9.85 MI) NE FROM AJO.
 DA1214'15.85 KM (9.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1214'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT STATE HIGHWAY
 DA1214'MILEPOST 33, SET IN TOP OF THE NORTHEAST CONCRETE CURB OF A HIGHWAY
 DA1214'BRIDGE OVER A LARGE WASH, 4.0 METERS (13.0 FT) EAST OF THE CENTERLINE
 DA1214'OF THE HIGHWAY, 83.5 METERS (274 FT) NORTH OF BENCH MARK 1326.61, 1.4
 DA1214'METERS (4.5 FT) SOUTH OF THE NORTH END OF THE CURB.
 DA1214'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1214
 DA1214                          STATION RECOVERY (2006)
 DA1214
 DA1214'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1214'RECOVERED AS DESCRIBED.
 DA1214
 DA1214                          STATION RECOVERY (2007)
 DA1214
 DA1214'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1134 ***********************************************************************
 CY1134  DESIGNATION -  GAZELLE
 CY1134  PID         -  CY1134
 CY1134  STATE/COUNTY-  AZ/COCHISE
 CY1134  USGS QUAD   -  SAN SIMON (1987)
 CY1134
 CY1134                         *CURRENT SURVEY CONTROL
 CY1134  ___________________________________________________________________
 CY1134* NAD 83(1992)-  32 20 45.21280(N)    109 09 20.45061(W)     ADJUSTED  
 CY1134* NAVD 88     -      1513.2    (meters)    4965.     (feet)  VERTCON   
 CY1134  ___________________________________________________________________
 CY1134  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CY1134  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CY1134  HORZ ORDER  -  THIRD
 CY1134
 CY1134.The horizontal coordinates were established by classical geodetic methods
 CY1134.and adjusted by the National Geodetic Survey in August 1993.
 CY1134
 CY1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1134
 CY1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1134
 CY1134.The geoid height was determined by GEOID03.
 CY1134
 CY1134;                    North         East     Units Scale Factor Converg.
 CY1134;SPC AZ E     -   149,668.375   308,523.473   MT  1.00001164   +0 32 27.4
 CY1134;SPC AZ E     -   491,037.98  1,012,216.12   iFT  1.00001164   +0 32 27.4
 CY1134;SPC NM W     -   149,990.237   705,524.216   MT  1.00010768   -0 42 27.3
 CY1134;SPC NM W     -   492,092.97  2,314,707.37   sFT  1.00010768   -0 42 27.3
 CY1134;UTM  12      - 3,580,271.190   673,561.564   MT  0.99997148   +0 59 13.2
 CY1134
 CY1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1134!SPC AZ E     -   0.99976661  x   1.00001164  =   0.99977825
 CY1134!SPC NM W     -   0.99976661  x   1.00010768  =   0.99987426
 CY1134!UTM  12      -   0.99976661  x   0.99997148  =   0.99973810
 CY1134
 CY1134:                Primary Azimuth Mark                     Grid Az
 CY1134:SPC AZ E     -  POSITIVE                                 059 35 07.9
 CY1134:SPC NM W     -  POSITIVE                                 060 50 02.6
 CY1134:UTM  12      -  POSITIVE                                 059 08 22.1
 CY1134
 CY1134|---------------------------------------------------------------------|
 CY1134| PID    Reference Object                     Distance      Geod. Az  |
 CY1134|                                                           dddmmss.s |
 CY1134| CY1130 POSITIVE                            APPROX. 8.9 KM 0600735.3 |
 CY1134|---------------------------------------------------------------------|
 CY1134
 CY1134                          SUPERSEDED SURVEY CONTROL
 CY1134
 CY1134  NAD 83(1986)-  32 20 45.20847(N)    109 09 20.44861(W) AD(       ) 3
 CY1134  NAD 27      -  32 20 44.92319(N)    109 09 18.24733(W) AD(       ) 3
 CY1134  NGVD 29 (07/19/86) 1512.5    (m)         4962.     (f) VERT ANG    3  
 CY1134
 CY1134.Superseded values are not recommended for survey control.
 CY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1134.See file dsdata.txt to determine how the superseded data were derived.
 CY1134
 CY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA7356280271(NAD 83)
 CY1134_MARKER: DD = SURVEY DISK
 CY1134_SETTING: 80 = SET IN A BOULDER
 CY1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1134+STABILITY: SURFACE MOTION
 CY1134
 CY1134  HISTORY     - Date     Condition        Report By
 CY1134  HISTORY     - 1948     MONUMENTED       USGS
 CY1134
 CY1134                          STATION DESCRIPTION
 CY1134
 CY1134'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1134'LOCATED ABOUT 6 MI. (AIRLINE) NE. OF SAN SIMON, ON SE. ONE AND HIGHEST
 CY1134'POINT OF AN ISOLATED GROUP OF HILLS.
 CY1134'
 CY1134'TO REACH FROM SAN SIMON POST OFFICE, DRIVE E. ON MAIN HIGHWAY FOR 1.5
 CY1134'MI., TURN N. OFF HIGHWAY ONTO GRAVEL RD., DRIVE 0.3 MI. TO RAILROAD
 CY1134'UNDERPASS, CONTINUE ON MAIN TRAVELED RD. (CURVING E.) FOR 0.6 MI. TO
 CY1134'A CATTLEGUARD AND T-RD. N., TURN N. AND DRIVE 2.5 MI. TO WHERE MAIN
 CY1134'TRAVELED RD. CURVES E. AND A DIM TRACK RD. GOES STRAIGHT AHEAD, TURN
 CY1134'E. ON MAIN RD. AND CONTINUE FOR 4.8 MI. (RD. MEANDERS TOWARD AN
 CY1134'ISOLATED GROUP OF HILLS) TO A CONCRETE DAM IN WASH TO LEFT OF RD.
 CY1134'AND END OF TRUCK TRAVEL, LEAVE TRUCK AND PACK TO HILL IMMEDIATELY
 CY1134'TO W. ONTO TOP AND STATION.  ABOUT A 30 MINUTE PACK.
 CY1134'
 CY1134'STATION MARK--STANDARD TABLET, STAMPED ---GAZELLE 1948---, AND
 CY1134'CEMENTED IN BOULDER.
 CY1134'
 CY1134'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1134'---GAZELLE NO. 1 1948---, CEMENTED IN BOULDER 42.87 FT. FROM STATION
 CY1134'MARK, S 10 DEG 06 MIN W.
 CY1134'
 CY1134'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1134'---GAZELLE NO. 2 1948---, CEMENTED IN BOULDER 26.21 FT. FROM STATION
 CY1134'MARK, N 86 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6925 ***********************************************************************
 AC6925  DESIGNATION -  GCN AP STA C
 AC6925  PID         -  AC6925
 AC6925  STATE/COUNTY-  AZ/COCONINO
 AC6925  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6925
 AC6925                         *CURRENT SURVEY CONTROL
 AC6925  ___________________________________________________________________
 AC6925* NAD 83(2007)-  35 57 34.33258(N)    112 08 47.12843(W)     ADJUSTED  
 AC6925* NAVD 88     -      2031.5    (meters)    6665.     (feet)  GPS OBS   
 AC6925  ___________________________________________________________________
 AC6925  EPOCH DATE  -        2007.00
 AC6925  X           -  -1,949,058.998 (meters)                     COMP
 AC6925  Y           -  -4,788,818.473 (meters)                     COMP
 AC6925  Z           -   3,725,738.008 (meters)                     COMP
 AC6925  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AC6925  ELLIP HEIGHT-        2008.704 (meters)          (02/10/07) ADJUSTED
 AC6925  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AC6925
 AC6925  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6925  Type    PID    Designation                      North   East  Ellip
 AC6925  -------------------------------------------------------------------
 AC6925  NETWORK AC6925 GCN AP STA C                      0.78   0.61   1.49
 AC6925  -------------------------------------------------------------------
 AC6925
 AC6925.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6925
 AC6925.The horizontal coordinates were established by GPS observations
 AC6925.and adjusted by the National Geodetic Survey in February 2007.
 AC6925
 AC6925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6925.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6925.The horizontal coordinates are valid at the epoch date displayed above.
 AC6925.The epoch date for horizontal control is a decimal equivalence
 AC6925.of Year/Month/Day.
 AC6925
 AC6925.The orthometric height was determined by GPS observations and a
 AC6925.high-resolution geoid model.
 AC6925
 AC6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6925
 AC6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6925
 AC6925.The ellipsoidal height was determined by GPS observations
 AC6925.and is referenced to NAD 83.
 AC6925
 AC6925.The geoid height was determined by GEOID03.
 AC6925
 AC6925;                    North         East     Units Scale Factor Converg.
 AC6925;SPC AZ C     -   550,048.001   192,635.659   MT  0.99990529   -0 08 05.7
 AC6925;SPC AZ C     - 1,804,619.43    632,006.76   iFT  0.99990529   -0 08 05.7
 AC6925;UTM  12      - 3,980,067.886   396,620.563   MT  0.99973169   -0 40 23.7
 AC6925
 AC6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6925!SPC AZ C     -   0.99968483  x   0.99990529  =   0.99959015
 AC6925!UTM  12      -   0.99968483  x   0.99973169  =   0.99941661
 AC6925
 AC6925                          SUPERSEDED SURVEY CONTROL
 AC6925
 AC6925  ELLIP H (08/22/01) 2008.728  (m)                       GP(       ) 4 1
 AC6925  NAD 83(1992)-  35 57 34.33257(N)    112 08 47.12765(W) AD(       ) 3
 AC6925  ELLIP H (09/25/97) 2008.784  (m)                       GP(       ) 4 1
 AC6925
 AC6925.Superseded values are not recommended for survey control.
 AC6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6925.See file dsdata.txt to determine how the superseded data were derived.
 AC6925
 AC6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9662180068(NAD 83)
 AC6925_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6925_STAMPING: AP STA. C. 1968
 AC6925_MARK LOGO: CGS   
 AC6925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6925+STABILITY: SURFACE MOTION
 AC6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6925+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AC6925
 AC6925  HISTORY     - Date     Condition        Report By
 AC6925  HISTORY     - 1968     MONUMENTED       CGS
 AC6925  HISTORY     - 19890615 GOOD             NGS
 AC6925  HISTORY     - 19960525 GOOD             CHANCE
 AC6925  HISTORY     - 19970502 GOOD             NGS
 AC6925
 AC6925                          STATION DESCRIPTION
 AC6925
 AC6925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC6925'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF THE GRAND
 AC6925'CANYON NATIONAL PARK AIRPORT PROPERTY NEAR THE VOR SITE.  IT IS ABOUT
 AC6925'1500 FT (457.2 M) NORTHWEST OF THE RUNWAY EDGE, 314.5 FT (95.9 M)
 AC6925'SOUTH OF THE CENTER OF THE VOR, 272.2 FT (83.0 M) SOUTH OF THE
 AC6925'SOUTHWEST CORNER OF THE VOR ENCLOSURE FENCE.  A STANDARD TOPOGRAPHIC
 AC6925'DISK STAMPED AP 1968 STA C AND SET IN THE TOP OF A 12 INCH CONCRETE
 AC6925'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.
 AC6925
 AC6925                          STATION RECOVERY (1996)
 AC6925
 AC6925'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC6925'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN GOOD CONDITION.  A COMPLETE
 AC6925'DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95
 AC6925'MI) SOUTH-SOUTHWEST OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM
 AC6925'(2.00 MI) SOUTHWEST OF THE TOWN OF TUSAYAN AT THE GRAND CANYON
 AC6925'NATIONAL PARK AIRPORT. OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY -
 AC6925'OPERATIONS SUPERVISOR, PHONE (602) 638-2446  TO REACH THE STATION FROM
 AC6925'THE INTERSECTION OF US HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND
 AC6925'CANYON NATIONAL PARK, PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY
 AC6925'64) FOR 4.0 KM (2.50 MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE
 AC6925'RIGHT AT MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20
 AC6925'MI) TO THE ENTRANCE GATE 7 AND A ROAD ON THE RIGHT LEADING TO THE
 AC6925'CONTROL TOWER.  PROCEED THROUGH THE GATE AND CONTINUE WEST AND
 AC6925'SOUTHWEST ON PAVED ROAD FOR 1.3 KM (0.80 MI) TO A ROAD ON THE RIGHT
 AC6925'AND A LOCKED GATE.  TURN RIGHT AND PROCEED NORTHWEST THROUGH THE GATE
 AC6925'AND CONTINUE FOR 0.16 KM (0.10 MI) TO THE VOR COMPOUND AND THE STATION
 AC6925'ON THE LEFT  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET INTO THE
 AC6925'TOP OF A 0.3 M (1.0 FT) CONCRETE MONUMENT PROJECTING 5 CM ABOVE THE
 AC6925'GROUND.  THE STATION IS LOCATED 150 M (492.1 FT) SOUTHEAST OF THE
 AC6925'CENTER OF THE VOR COMPOUND, 50.6 M (166.0 FT) SOUTHEAST OF A METAL
 AC6925'POLE, AND 49.7 M (163.1 FT) OF THE SOUTHWEST CORNER OF A FENCE
 AC6925
 AC6925                          STATION RECOVERY (1997)
 AC6925
 AC6925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6925'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6925'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT, NEAR THE VOR.
 AC6925'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS
 AC6925'JOE ROUSSEL, GRAND CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND
 AC6925'CANYON, AZ 86023.  THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE
 AC6925'STATION FROM THE SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK
 AC6925'AND STATE HIGHWAY 64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE
 AC6925'TOWN OF TUSAYAN) FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE
 AC6925'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI)
 AC6925'TO THE AIR TRAFFIC CONTROL TOWER ACCESS ROAD AT GATE 7 (LOCKED) ON THE
 AC6925'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 1.3 KM (0.80 MI) ON THE ACCESS
 AC6925'ROAD TO A DIRT ROAD LEADING TO THE VOR ON THE RIGHT.  TURN RIGHT AND
 AC6925'GO NORTH FOR 0.2 KM (0.10 MI) ON THE VOR ACCESS ROAD (PASSING THROUGH
 AC6925'A LOCKED GATE) TO THE STATION LEFT JUST BEFORE REACHING THE VOR.  THE
 AC6925'STATION IS LOCATED 95.9 M (314.6 FT) SOUTH OF THE CENTER OF THE VOR,
 AC6925'83.0 M (272.3 FT) SOUTH OF THE SOUTHWEST CORNER OF THE VOR ENCLOSURE
 AC6925'FENCE, AND THE MONUMENT IS PROJECTING 0.3-CENTIMETERS ABOVE THE GROUND
 AC6925'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6807 ***********************************************************************
 AC6807  SACS        -  This is a Secondary Airport Control Station.
 AC6807  DESIGNATION -  GCN D
 AC6807  PID         -  AC6807
 AC6807  STATE/COUNTY-  AZ/COCONINO
 AC6807  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6807
 AC6807                         *CURRENT SURVEY CONTROL
 AC6807  ___________________________________________________________________
 AC6807* NAD 83(2007)-  35 56 33.96462(N)    112 09 20.57172(W)     ADJUSTED  
 AC6807* NAVD 88     -      1990.37   (meters)    6530.1    (feet)  GPS OBS   
 AC6807  ___________________________________________________________________
 AC6807  EPOCH DATE  -        2007.00
 AC6807  X           -  -1,950,234.948 (meters)                     COMP
 AC6807  Y           -  -4,789,483.572 (meters)                     COMP
 AC6807  Z           -   3,724,207.153 (meters)                     COMP
 AC6807  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AC6807  ELLIP HEIGHT-        1967.551 (meters)          (02/10/07) ADJUSTED
 AC6807  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AC6807
 AC6807  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6807  Type    PID    Designation                      North   East  Ellip
 AC6807  -------------------------------------------------------------------
 AC6807  NETWORK AC6807 GCN D                             0.67   0.55   1.27
 AC6807  -------------------------------------------------------------------
 AC6807
 AC6807.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6807
 AC6807.The horizontal coordinates were established by GPS observations
 AC6807.and adjusted by the National Geodetic Survey in February 2007.
 AC6807
 AC6807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6807.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6807.The horizontal coordinates are valid at the epoch date displayed above.
 AC6807.The epoch date for horizontal control is a decimal equivalence
 AC6807.of Year/Month/Day.
 AC6807
 AC6807.The orthometric height was determined by GPS observations and a
 AC6807.high-resolution geoid model.
 AC6807
 AC6807.GPS derived orthometric heights for airport stations designated as
 AC6807.PACS or SACS are published to 2 decimal places.  This maintains
 AC6807.centimeter relative accuracy between the PACS and SACS.  It does
 AC6807.not indicate centimeter accuracy relative to other marks which are
 AC6807.part of the NAVD 88 network.
 AC6807
 AC6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6807
 AC6807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6807
 AC6807.The ellipsoidal height was determined by GPS observations
 AC6807.and is referenced to NAD 83.
 AC6807
 AC6807.The geoid height was determined by GEOID03.
 AC6807
 AC6807;                    North         East     Units Scale Factor Converg.
 AC6807;SPC AZ C     -   548,189.553   191,793.152   MT  0.99990573   -0 08 25.1
 AC6807;SPC AZ C     - 1,798,522.16    629,242.62   iFT  0.99990573   -0 08 25.1
 AC6807;UTM  12      - 3,978,217.754   395,760.784   MT  0.99973389   -0 40 42.4
 AC6807
 AC6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6807!SPC AZ C     -   0.99969129  x   0.99990573  =   0.99959705
 AC6807!UTM  12      -   0.99969129  x   0.99973389  =   0.99942526
 AC6807
 AC6807                          SUPERSEDED SURVEY CONTROL
 AC6807
 AC6807  ELLIP H (01/12/01) 1967.574  (m)                       GP(       ) 4 1
 AC6807  NAD 83(1992)-  35 56 33.96464(N)    112 09 20.57090(W) AD(       ) 1
 AC6807  ELLIP H (03/14/97) 1967.631  (m)                       GP(       ) 3 1
 AC6807
 AC6807.Superseded values are not recommended for survey control.
 AC6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6807.See file dsdata.txt to determine how the superseded data were derived.
 AC6807
 AC6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9576178218(NAD 83)
 AC6807_MARKER: DD = SURVEY DISK
 AC6807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6807_STAMPING: GCN D 1976
 AC6807_MARK LOGO: NOS   
 AC6807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6807+STABILITY: SURFACE MOTION
 AC6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6807+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AC6807
 AC6807  HISTORY     - Date     Condition        Report By
 AC6807  HISTORY     - 1976     MONUMENTED       NOS
 AC6807  HISTORY     - 19890615 GOOD             NGS
 AC6807  HISTORY     - 19951211 GOOD             CHANCE
 AC6807  HISTORY     - 19970502 GOOD             NGS
 AC6807
 AC6807                          STATION DESCRIPTION
 AC6807
 AC6807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC6807'THE STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT, 348.6 FT
 AC6807'(106.3 M) EAST OF THE CENTERLINE END OF RUNWAY 3.  IT IS 109.5 FT
 AC6807'(33.4 M) ESE OF THE NORTH END OF THE THRESHOLD BAR, 87.9 FT (26.8 M)
 AC6807'SOUTH OF A WINDSOCK, 71.5 FT (21.8 M) ESE OF THE CENTER ONE-OF-THREE
 AC6807'ALUMINUM CULVERT PIPES, 34 FT (10.4 M) NORTH OF THE NORTH EDGE OF THE
 AC6807'TAXIWAY, AND 24.2 FT (7.4 M) NORTH OF THE THIRD TAXIWAY LIGHT EAST OF
 AC6807'THE THRESHOLD BAR.  A STANDARD NOS DISK STAMPED GCN D 1976 SET IN THE
 AC6807'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC6807
 AC6807                          STATION RECOVERY (1995)
 AC6807
 AC6807'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6807'THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95 MI) SOUTH-SOUTHWEST
 AC6807'OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM (2.00 MI) SOUTHWEST
 AC6807'OF THE TOWN OF TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT.
 AC6807'OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY - OPERATIONS SUPERVISOR,
 AC6807'PHONE (602) 638-2446 TO REACH THE STATION FROM THE INTERSECTION OF US
 AC6807'HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND CANYON NATIONAL PARK,
 AC6807'PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY 64) FOR 4.0 KM (2.50
 AC6807'MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT AT HIGHWAY
 AC6807'MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY ALONG AIRPORT ROAD FOR 0.8
 AC6807'KM (0.50 MI) TO THE TERMINAL BUILDING.  CONTINUE FOR 0.4 KM (0.25 MI)
 AC6807'TO THE AIRPORT OPERATIONS BUILDING AND A FURTHER 0.15 KM (0.10 MI) TO
 AC6807'THE AIRPORT FENCE.  TURN LEFT AND PROCEED SOUTHWEST FOR 0.7 KM (0.45
 AC6807'MI) ALONG ROAD PARALLELING FENCE TO GATE 11 (SOUTHERN RAMP) .  PASS
 AC6807'THROUGH GATE 11 AND PROCEED WEST FOR 0.15 KM (0.10 MI) TO THE JUNCTION
 AC6807'WITH THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST ALONG THE
 AC6807'TAXIWAY FOR 1.6 KM (1.00 MI) TO END OF THE PARALLEL TAXIWAY AT THE
 AC6807'JUNCTION WITH TAXIWAY G AND THE STATION ON THE RIGHT THE STATION IS A
 AC6807'STANDARD NOS SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 AC6807'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 21.80 M (71.52 FT)
 AC6807'SOUTHEAST OF THE END OF THE MIDDLE OF THREE CULVERTS, 22.50 M (73.82
 AC6807'FT) EAST OF THE CONCRETE BASE OF A SIGN, 26.80 M (87.93 FT) SOUTHWEST
 AC6807'OF A WINDSOCK, 71.50 M (234.58 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AC6807'RUNWAY 3-21, 10.30 M (33.79 FT) NORTH-NORTHWEST THE NORTHWEST EDGE OF
 AC6807'THE TAXIWAY, AND 0.9 M (3.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST
 AC6807'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6807'(SACS) - ARIZONA ANA SURVEYS 1996
 AC6807
 AC6807                          STATION RECOVERY (1997)
 AC6807
 AC6807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6807'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6807'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AC6807'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AC6807'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AC6807'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AC6807'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AC6807'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AC6807'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AC6807'RIGHT.  TURN RIGHT AND GO WEST THEN SOUTH 0.6 KM (0.35 MI) TO GATE 8
 AC6807'ON THE RIGHT JUST NORTH OF THE GRAND CANYON AIRLINES TERMINAL
 AC6807'BUILDING.  TURN RIGHT AND GO WEST (PASSING THROUGH THE LOCKED GATE)
 AC6807'FOR 0.2 KM (0.10 MI) ACROSS THE GENERAL AVIATION PARKING AREA TO
 AC6807'PARALLEL TAXIWAY P.  TURN LEFT AND GO SOUTHWEST ALONG THE TAXIWAY FOR
 AC6807'2.7 KM (1.65 MI) TO THE STATION ON THE RIGHT IN THE GRASS STRIP
 AC6807'BETWEEN THE RUNWAY AND PARALELL TAXIWAY JUST BEFORE REACHING
 AC6807'CONNECTING TAXIWAY G (AT RUNWAY END 3) .  THE STATION IS LOCATED 26.7
 AC6807'M (87.6 FT) SOUTH OF A WIND SOCK, 22.7 M (74.5 FT) NORTHWEST OF THE
 AC6807'EXTENDED CENTER OF TAXIWAY P, 21.8 M (71.5 FT) EAST-NORTHEAST OF THE
 AC6807'NORTH END OF THE TOP CENTER OF THE CENTER 1 OF 3 CULVERT PIPES UNDER
 AC6807'TAXIWAY G, AND 0.9 M (3.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 AC6807'NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6806 ***********************************************************************
 AC6806  PACS        -  This is a Primary Airport Control Station.
 AC6806  DESIGNATION -  GCN E
 AC6806  PID         -  AC6806
 AC6806  STATE/COUNTY-  AZ/COCONINO
 AC6806  USGS QUAD   -  TUSAYAN WEST (1979)
 AC6806
 AC6806                         *CURRENT SURVEY CONTROL
 AC6806  ___________________________________________________________________
 AC6806* NAD 83(2007)-  35 57 51.18986(N)    112 08 01.12198(W)     ADJUSTED  
 AC6806* NAVD 88     -      2017.62   (meters)    6619.5    (feet)  GPS OBS   
 AC6806  ___________________________________________________________________
 AC6806  EPOCH DATE  -        2007.00
 AC6806  X           -  -1,947,871.593 (meters)                     COMP
 AC6806  Y           -  -4,788,959.944 (meters)                     COMP
 AC6806  Z           -   3,726,150.526 (meters)                     COMP
 AC6806  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AC6806  ELLIP HEIGHT-        1994.809 (meters)          (02/10/07) ADJUSTED
 AC6806  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AC6806
 AC6806  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6806  Type    PID    Designation                      North   East  Ellip
 AC6806  -------------------------------------------------------------------
 AC6806  NETWORK AC6806 GCN E                             0.55   0.47   1.23
 AC6806  -------------------------------------------------------------------
 AC6806
 AC6806.This mark is at Grand Canyon Natl Park Airport (GCN)
 AC6806
 AC6806.The horizontal coordinates were established by GPS observations
 AC6806.and adjusted by the National Geodetic Survey in February 2007.
 AC6806
 AC6806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6806.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6806.The horizontal coordinates are valid at the epoch date displayed above.
 AC6806.The epoch date for horizontal control is a decimal equivalence
 AC6806.of Year/Month/Day.
 AC6806
 AC6806.The orthometric height was determined by GPS observations and a
 AC6806.high-resolution geoid model.
 AC6806
 AC6806.GPS derived orthometric heights for airport stations designated as
 AC6806.PACS or SACS are published to 2 decimal places.  This maintains
 AC6806.centimeter relative accuracy between the PACS and SACS.  It does
 AC6806.not indicate centimeter accuracy relative to other marks which are
 AC6806.part of the NAVD 88 network.
 AC6806
 AC6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6806
 AC6806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6806
 AC6806.The ellipsoidal height was determined by GPS observations
 AC6806.and is referenced to NAD 83.
 AC6806
 AC6806.The geoid height was determined by GEOID03.
 AC6806
 AC6806;                    North         East     Units Scale Factor Converg.
 AC6806;SPC AZ C     -   550,564.883   193,789.543   MT  0.99990472   -0 07 38.7
 AC6806;SPC AZ C     - 1,806,315.23    635,792.46   iFT  0.99990472   -0 07 38.7
 AC6806;UTM  12      - 3,980,573.814   397,779.050   MT  0.99972875   -0 39 57.0
 AC6806
 AC6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6806!SPC AZ C     -   0.99968701  x   0.99990472  =   0.99959176
 AC6806!UTM  12      -   0.99968701  x   0.99972875  =   0.99941585
 AC6806
 AC6806|---------------------------------------------------------------------|
 AC6806| PID    Reference Object                     Distance      Geod. Az  |
 AC6806|                                                           dddmmss.s |
 AC6806| AE3162 GCN E1                               23.328 METERS 06214     |
 AC6806|---------------------------------------------------------------------|
 AC6806
 AC6806                          SUPERSEDED SURVEY CONTROL
 AC6806
 AC6806  ELLIP H (01/12/01) 1994.832  (m)                       GP(       ) 4 1
 AC6806  NAD 83(1992)-  35 57 51.18984(N)    112 08 01.12119(W) AD(       ) B
 AC6806  ELLIP H (03/14/97) 1994.888  (m)                       GP(       ) 3 1
 AC6806
 AC6806.Superseded values are not recommended for survey control.
 AC6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6806.See file dsdata.txt to determine how the superseded data were derived.
 AC6806
 AC6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9777980574(NAD 83)
 AC6806_MARKER: I = METAL ROD
 AC6806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6806_STAMPING: GCN E 1996
 AC6806_MARK LOGO: NGS   
 AC6806_PROJECTION: FLUSH
 AC6806_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6806+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 AC6806_ROD/PIPE-DEPTH: 2.80 meters
 AC6806
 AC6806  HISTORY     - Date     Condition        Report By
 AC6806  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6806  HISTORY     - 19970502 GOOD             NGS
 AC6806  HISTORY     - 20000715 GOOD             AZDT
 AC6806
 AC6806                          STATION DESCRIPTION
 AC6806
 AC6806'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6806'THE STATION IS LOCATED APPROXIMATELY 11.2 KM (6.95 MI) SOUTH-SOUTHWEST
 AC6806'OF THE TOWN OF GRAND CANYON, APPROXIMATELY 3.2 KM (2.00 MI) SOUTHWEST
 AC6806'OF THE TOWN OF TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT.
 AC6806'OWNERSHIP -- STATE OF ARIZONA, RUSSELL PANKEY - OPERATIONS SUPERVISOR,
 AC6806'PHONE (602) 638-2446 TO REACH THE STATION FROM THE INTERSECTION OF US
 AC6806'HIGHWAY 180 AND THE SOUTHERN BOUNDARY OF GRAND CANYON NATIONAL PARK,
 AC6806'PROCEED SOUTH ON US HIGHWAY 180 (STATE HIGHWAY 64) FOR 4.0 KM (2.50
 AC6806'MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT AT HIGHWAY
 AC6806'MILEPOST 235.2.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI) TO
 AC6806'ENTRANCE GATE 7 AND A ROAD ON THE RIGHT LEADING TO THE CONTROL TOWER.
 AC6806'PROCEED THROUGH GATE TO STATION ON THE LEFT THE STATION IS THE TOP
 AC6806'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 2.80 M
 AC6806'(9.19 FT) RECESSED 7 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE
 AC6806'FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC
 AC6806'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6806'CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 21.80 M
 AC6806'(71.52 FT) SOUTHWEST OF THE CORNER FENCEPOST, 8.95 M (29.36 FT)
 AC6806'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE
 AC6806'ELECTRIC GATE POWER BOX, 6.40 M (21.00 FT) NORTHWEST OF THE
 AC6806'SOUTHWEST-NORTHEAST FENCELINE, 11.25 M (36.91 FT) SOUTH-SOUTHWEST OF
 AC6806'THE CENTERLINE OF THE ROAD LEADING TO THE CONTROL TOWER AT A SEWER
 AC6806'MANHOLE, 31.0 M (101.7 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD TO
 AC6806'THE TERMINAL, AND 0.9 M (3.0 FT) NORTH-NORTHEAST OF A CARSONITE
 AC6806'WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AC6806'STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6806
 AC6806                          STATION RECOVERY (1997)
 AC6806
 AC6806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6806'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AC6806'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AC6806'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AC6806'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AC6806'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AC6806'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AC6806'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AC6806'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AC6806'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI) TO THE AIR
 AC6806'TRAFFIC CONTROL TOWER ACCESS ROAD AT GATE 7 (LOCKED) ON THE RIGHT.
 AC6806'TURN RIGHT AND GO WEST FOR 50-METERS ON THE ACCESS ROAD TO THE STATION
 AC6806'LEFT JUST AFTER PASSING THROUGH THE GATE. THE STATION IS LOCATED 31.0
 AC6806'M (101.7 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD LANES
 AC6806'LEADING TO THE TERMINAL, 11.3 M (37.1 FT) SOUTHWEST OF THE CENTER OF
 AC6806'THE AIR TRAFFIC CONTROL TOWER ENTRANCE ROAD AT A MANHOLE, 9.0 M (29.5
 AC6806'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR
 AC6806'THE ELECTRIC GATE POWER BOX, AND 0.9 M (3.0 FT) NORTH-NORTHEAST OF A
 AC6806'FIBERGLASS WITNESS POST.  NOTE--THIS STATION DESIGNATED AS A PACS.
 AC6806
 AC6806                          STATION RECOVERY (2000)
 AC6806
 AC6806'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 AC6806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE3162 ***********************************************************************
 AE3162  DESIGNATION -  GCN E1
 AE3162  PID         -  AE3162
 AE3162  STATE/COUNTY-  AZ/COCONINO
 AE3162  USGS QUAD   -  TUSAYAN WEST (1979)
 AE3162
 AE3162                         *CURRENT SURVEY CONTROL
 AE3162  ___________________________________________________________________
 AE3162* NAD 83(2007)-  35 57 51.54253(N)    112 08 00.29823(W)     ADJUSTED  
 AE3162* NAVD 88     -      2018.7    (meters)    6623.     (feet)  GPS OBS   
 AE3162  ___________________________________________________________________
 AE3162  EPOCH DATE  -        2007.00
 AE3162  X           -  -1,947,850.388 (meters)                     COMP
 AE3162  Y           -  -4,788,962.609 (meters)                     COMP
 AE3162  Z           -   3,726,159.954 (meters)                     COMP
 AE3162  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AE3162  ELLIP HEIGHT-        1995.878 (meters)          (02/10/07) ADJUSTED
 AE3162  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AE3162
 AE3162  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE3162  Type    PID    Designation                      North   East  Ellip
 AE3162  -------------------------------------------------------------------
 AE3162  NETWORK AE3162 GCN E1                            0.74   0.57   1.49
 AE3162  -------------------------------------------------------------------
 AE3162
 AE3162.The horizontal coordinates were established by GPS observations
 AE3162.and adjusted by the National Geodetic Survey in February 2007.
 AE3162
 AE3162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE3162.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE3162.The horizontal coordinates are valid at the epoch date displayed above.
 AE3162.The epoch date for horizontal control is a decimal equivalence
 AE3162.of Year/Month/Day.
 AE3162
 AE3162.The orthometric height was determined by GPS observations and a
 AE3162.high-resolution geoid model.
 AE3162
 AE3162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3162
 AE3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3162
 AE3162.The ellipsoidal height was determined by GPS observations
 AE3162.and is referenced to NAD 83.
 AE3162
 AE3162.The geoid height was determined by GEOID03.
 AE3162
 AE3162;                    North         East     Units Scale Factor Converg.
 AE3162;SPC AZ C     -   550,575.706   193,810.206   MT  0.99990471   -0 07 38.3
 AE3162;SPC AZ C     - 1,806,350.74    635,860.26   iFT  0.99990471   -0 07 38.3
 AE3162;UTM  12      - 3,980,584.441   397,799.810   MT  0.99972870   -0 39 56.5
 AE3162
 AE3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3162!SPC AZ C     -   0.99968684  x   0.99990471  =   0.99959158
 AE3162!UTM  12      -   0.99968684  x   0.99972870  =   0.99941563
 AE3162
 AE3162|---------------------------------------------------------------------|
 AE3162| PID    Reference Object                     Distance      Geod. Az  |
 AE3162|                                                           dddmmss.s |
 AE3162| AC6806 GCN E                                23.328 METERS 24214     |
 AE3162|---------------------------------------------------------------------|
 AE3162
 AE3162                          SUPERSEDED SURVEY CONTROL
 AE3162
 AE3162  ELLIP H (08/22/01) 1995.901  (m)                       GP(       ) 4 1
 AE3162  NAD 83(1992)-  35 57 51.54251(N)    112 08 00.29744(W) AD(       ) 3
 AE3162  ELLIP H (09/25/97) 1995.957  (m)                       GP(       ) 4 1
 AE3162
 AE3162.Superseded values are not recommended for survey control.
 AE3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3162.See file dsdata.txt to determine how the superseded data were derived.
 AE3162
 AE3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9780080584(NAD 83)
 AE3162_MARKER: DD = SURVEY DISK
 AE3162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3162_STAMPING: GCN E1 1995
 AE3162_MARK LOGO: NOS   
 AE3162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3162+STABILITY: SURFACE MOTION
 AE3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3162+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AE3162
 AE3162  HISTORY     - Date     Condition        Report By
 AE3162  HISTORY     - 1995     MONUMENTED       NOS
 AE3162  HISTORY     - 19970502 GOOD             NGS
 AE3162
 AE3162                          STATION DESCRIPTION
 AE3162
 AE3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3162'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF THE TOWN OF
 AE3162'TUSAYAN AT THE GRAND CANYON NATIONAL PARK AIRPORT. OWNERSHIP--ARIZONA
 AE3162'DEPARTMENT OF TRANSPORTATION, AIRPORT MANAGER IS JOE ROUSSEL, GRAND
 AE3162'CANYON NATIONAL PARK AIRPORT, P O BOX 3188, GRAND CANYON, AZ 86023.
 AE3162'THE PHONE NUMBER IS (520) 638-2446.  TO REACH THE STATION FROM THE
 AE3162'SOUTHERN BOUNDARY OF THE GRAND CANYON NATIONAL PARK AND STATE HIGHWAY
 AE3162'64, GO SOUTHERLY ON THE HIGHWAY (PASSING THROUGH THE TOWN OF TUSAYAN)
 AE3162'FOR 3.8 KM (2.35 MI) TO THE NORTH ENTRANCE OF THE AIRPORT ON THE
 AE3162'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM (0.20 MI) TO THE THE
 AE3162'STATION ON THE RIGHT JUST BEFORE REACHING THE AIR TRAFFIC CONTROL
 AE3162'TOWER ACCESS ROAD AT GATE 7 ON THE RIGHT.  THE STATION IS LOCATED 17.6
 AE3162'M (57.7 FT) NORTHWEST OF THE CENTER OF THE LANES OF THE AIRPORT
 AE3162'ENTRANCE ROAD LEADING TO THE TERMINAL, 11.8 M (38.7 FT) SOUTHWEST OF
 AE3162'THE SOUTHWEST CORNER OF AN ELECTRIC TRANSFORMER BOX, 9.8 M (32.2 FT)
 AE3162'NORTHEAST OF THE CENTER OF THE AIR TRAFFIC CONTROL TOWER ENTRANCE
 AE3162'ROAD, AND 3.7 M (12.1 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--THE
 AE3162'STATION WAS ORIGINALY STAMPED GCN E 1995, THE STATION WAS RESTAMPED
 AE3162'GCN E1 1995 IN ORDER TO DIFFERENTIATE THIS STATION FROM THE PACS (GCN
 AE3162'E 1996) LOCATED AT THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5950 ***********************************************************************
 DG5950  DESIGNATION -  GCNRA
 DG5950  PID         -  DG5950
 DG5950  STATE/COUNTY-  AZ/COCONINO
 DG5950  USGS QUAD   -  PAGE (1985)
 DG5950
 DG5950                         *CURRENT SURVEY CONTROL
 DG5950  ___________________________________________________________________
 DG5950* NAD 83(2007)-  36 55 32.56649(N)    111 28 41.51611(W)     ADJUSTED  
 DG5950* NAVD 88     -      1187.2    (meters)    3895.     (feet)  GPS OBS   
 DG5950  ___________________________________________________________________
 DG5950  EPOCH DATE  -        2007.00
 DG5950  X           -  -1,869,503.759 (meters)                     COMP
 DG5950  Y           -  -4,751,312.695 (meters)                     COMP
 DG5950  Z           -   3,811,505.006 (meters)                     COMP
 DG5950  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DG5950  ELLIP HEIGHT-        1163.713 (meters)          (02/10/07) ADJUSTED
 DG5950  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 DG5950
 DG5950  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5950  Type    PID    Designation                      North   East  Ellip
 DG5950  -------------------------------------------------------------------
 DG5950  NETWORK DG5950 GCNRA                             0.57   0.45   2.78
 DG5950  -------------------------------------------------------------------
 DG5950
 DG5950.The horizontal coordinates were established by GPS observations
 DG5950.and adjusted by the National Geodetic Survey in February 2007.
 DG5950
 DG5950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5950.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5950.The horizontal coordinates are valid at the epoch date displayed above.
 DG5950.The epoch date for horizontal control is a decimal equivalence
 DG5950.of Year/Month/Day.
 DG5950
 DG5950.The orthometric height was determined by GPS observations and a
 DG5950.high-resolution geoid model.
 DG5950
 DG5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5950
 DG5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5950
 DG5950.The ellipsoidal height was determined by GPS observations
 DG5950.and is referenced to NAD 83.
 DG5950
 DG5950.The geoid height was determined by GEOID03.
 DG5950
 DG5950;                    North         East     Units Scale Factor Converg.
 DG5950;SPC AZ C     -   657,316.567   252,422.883   MT  0.99991879   +0 15 48.3
 DG5950;SPC AZ C     - 2,156,550.42    828,159.06   iFT  0.99991879   +0 15 48.3
 DG5950;UTM  12      - 4,086,738.292   457,410.245   MT  0.99962235   -0 17 14.3
 DG5950
 DG5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5950!SPC AZ C     -   0.99981741  x   0.99991879  =   0.99973621
 DG5950!UTM  12      -   0.99981741  x   0.99962235  =   0.99943983
 DG5950
 DG5950                          SUPERSEDED SURVEY CONTROL
 DG5950
 DG5950  NAD 83(1992)-  36 55 32.56647(N)    111 28 41.51588(W) AD(       ) A
 DG5950  ELLIP H (06/28/04) 1163.702  (m)                       GP(       ) 3 2
 DG5950
 DG5950.Superseded values are not recommended for survey control.
 DG5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5950.See file dsdata.txt to determine how the superseded data were derived.
 DG5950
 DG5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5741086738(NAD 83)
 DG5950_MARKER: Z = SEE DESCRIPTION
 DG5950_SETTING: 66 = SET IN ROCK OUTCROP
 DG5950_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5950+STABILITY: POSITION/ELEVATION WELL
 DG5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5950+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5950
 DG5950  HISTORY     - Date     Condition        Report By
 DG5950  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5950
 DG5950                          STATION DESCRIPTION
 DG5950
 DG5950'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5950'TAKE AZ RT 89 TO PAGE TURN WEST ONTO SCENIC VIEW DRIVE BETWEEN THE
 DG5950'GOLF COURSE CLUBHOUSE  AND THE GLEN CANYON NATIONAL RECREATION AREA
 DG5950'HEADQUARTERS. TURN WEST ON PAVED ROAD AFTER APP 0.5 MILES FOLLOW PAVED
 DG5950'ROAD TO END AT PARKING LOT VIEWPOINT  PACK OFF ROAD IN THE DIRECTION
 DG5950'OF GLEN CANYON DAM.  THERE ARE 2 STEEL SIGN POSTS AND A POWER LINE.
 DG5950'PACK IN BETWEEN 2 SIGNS  AND UNDER POWER LINE TO STATION BELOW AND
 DG5950'CLOSER TO THE DAM THAN ARE  THE SIGN POSTS.
 DG5950' 
 DG5950'THE STATION IS A 5/8 INCH DIMPLED PIN CONCRETED INTO SANDSTONE ON
 DG5950'BEDROCK PROMONTORY OVERLOOKING GLEN CANYON DAM
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2219 ***********************************************************************
 DU2219  DESIGNATION -  GELLER
 DU2219  PID         -  DU2219
 DU2219  STATE/COUNTY-  AZ/MARICOPA
 DU2219  USGS QUAD   -  CURRYS CORNER (1982)
 DU2219
 DU2219                         *CURRENT SURVEY CONTROL
 DU2219  ___________________________________________________________________
 DU2219* NAD 83(1992)-  33 38 19.10363(N)    111 58 40.38300(W)     ADJUSTED  
 DU2219* NAVD 88     -       450.1    (meters)    1477.     (feet)  VERTCON   
 DU2219  ___________________________________________________________________
 DU2219  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DU2219  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU2219  HORZ ORDER  -  FIRST
 DU2219
 DU2219.The horizontal coordinates were established by classical geodetic methods
 DU2219.and adjusted by the National Geodetic Survey in August 1993.
 DU2219
 DU2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2219
 DU2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2219
 DU2219.The geoid height was determined by GEOID03.
 DU2219
 DU2219;                    North         East     Units Scale Factor Converg.
 DU2219;SPC AZ C     -   292,577.791   207,681.166   MT  0.99990040   -0 02 02.1
 DU2219;SPC AZ C     -   959,900.89    681,368.65   iFT  0.99990040   -0 02 02.1
 DU2219;UTM  12      - 3,722,518.991   409,312.209   MT  0.99970139   -0 32 30.3
 DU2219
 DU2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2219!SPC AZ C     -   0.99993396  x   0.99990040  =   0.99983437
 DU2219!UTM  12      -   0.99993396  x   0.99970139  =   0.99963537
 DU2219
 DU2219|---------------------------------------------------------------------|
 DU2219| PID    Reference Object                     Distance      Geod. Az  |
 DU2219|                                                           dddmmss.s |
 DU2219| CR9781 GELLER RM 4                          11.845 METERS 00046     |
 DU2219| CH5203 GELLER RM 1                          24.585 METERS 00050     |
 DU2219| DU2209 SCOTTSDALE THUNDERBIRD ACAD TK      APPROX. 6.3 KM 1194919.2 |
 DU2219| CH5205 GELLER RM 3                                        1750947.0 |
 DU2219| CH5202 GELLER AZ MK                                       1750954.3 |
 DU2219| CH5204 GELLER RM 2                          24.272 METERS 18023     |
 DU2219| CR9782 GELLER RM 5                          10.438 METERS 28711     |
 DU2219|---------------------------------------------------------------------|
 DU2219
 DU2219                          SUPERSEDED SURVEY CONTROL
 DU2219
 DU2219  NAD 83(1986)-  33 38 19.09913(N)    111 58 40.38888(W) AD(       ) 1
 DU2219  NAD 27      -  33 38 18.95560(N)    111 58 37.86530(W) AD(       ) 1
 DU2219  NGVD 29 (07/19/86)  449.6    (m)         1475.     (f) VERT ANG    3  
 DU2219
 DU2219.Superseded values are not recommended for survey control.
 DU2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2219.See file dsdata.txt to determine how the superseded data were derived.
 DU2219
 DU2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0931222519(NAD 83)
 DU2219_MARKER: DS = TRIANGULATION STATION DISK
 DU2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2219+STABILITY: SURFACE MOTION
 DU2219
 DU2219  HISTORY     - Date     Condition        Report By
 DU2219  HISTORY     - 1963     MONUMENTED       CGS
 DU2219  HISTORY     - 1974     GOOD             NGS
 DU2219  HISTORY     - 1976     GOOD             NGS
 DU2219  HISTORY     - 1983     GOOD             AZDT
 DU2219  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 DU2219  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 DU2219  HISTORY     - 20070706 MARK NOT FOUND   GEOCAC
 DU2219
 DU2219                          STATION DESCRIPTION
 DU2219
 DU2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2219'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF THE CENTER
 DU2219'OF PHOENIX AND ABOUT 0.1 MILE SOUTH OF BELL ROAD ON THE WEST
 DU2219'RIGHT-OF-WAY OF TATUM ROAD.
 DU2219'
 DU2219'TO REACH THE STATION FROM THE JUNCTION OF THE BLACK CANYON
 DU2219'HIGHWAY AND BELL ROAD GO EAST ON BELL ROAD FOR 8 MILES TO TATUM
 DU2219'ROAD, TURN RIGHT, GO SOUTH ON TATUM ROAD FOR 0.1 MILE TO THE
 DU2219'STATION ON RIGHT.
 DU2219'
 DU2219'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF A
 DU2219'ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GELLER 1963.
 DU2219'THE MARK IS 31 FEET WEST OF CENTER OF TATUM ROAD, 10.7 FEET
 DU2219'SOUTH OF A FENCE CORNER AND 9.5 FEET SOUTH OF WITNESS POST.
 DU2219'
 DU2219'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU2219'ROUND CONCRETE POST WHICH IS FLUSH AND STAMPED GELLER NO 1 1963.
 DU2219'THE MARK IS 71.1 FEET NORTH OF WITNESS POST, 70 FEET NORTH OF A
 DU2219'FENCE CORNER AND 31 FEET WEST OF CENTER OF TATUM ROAD.
 DU2219'
 DU2219'REFERENCE MARK 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU2219'CONCRETE POST WHICH IS FLUSH AND STAMPED GELLER NO 2 1963.  THE
 DU2219'MARK IS 90 FEET SOUTH OF FENCE CORNER, 88.8 FEET SOUTH OF WITNESS
 DU2219'POST AND 31 FEET WEST OF CENTER OF TATUM ROAD.
 DU2219'
 DU2219'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 DU2219'POST WHICH PROJECTS 1 INCH AND STAMPED GELLER 1963.  THE MARK IS
 DU2219'30 FEET EAST OF CENTER OF TATUM ROAD, 2.6 FEET SOUTH OF WITNESS
 DU2219'POST AND 3.5 FEET NORTH-NORTHEAST OF A TELEPHONE POLE.
 DU2219'
 DU2219'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TATUM ROAD
 DU2219'FOR 0.6 MILE TO THE MARK ON LEFT.
 DU2219'
 DU2219'NORTH 1/4 CORNER, A PHOENIX CITY SURVEY MARK LOCATED IN THE
 DU2219'INTERSECTION OF NORTH 52ND STREET AND BELL ROAD.  THE MARK IS A
 DU2219'BRONZE DISK SET ABOUT 8 INCHES BELOW THE SURFACE OF THE STREET
 DU2219'UNDER A SMALL HANDHOLE COVER.
 DU2219'
 DU2219'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DU2219
 DU2219                          STATION RECOVERY (1974)
 DU2219
 DU2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2219'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED, ALL OF
 DU2219'THE MARKS WERE CHIPED FROM MACHINERY WORKING IN THE AREA.  THE
 DU2219'AZIMUTH MARK WAS DESTROYED BY CONSTRUCTION AND REFERENCE MARK 3
 DU2219'WAS ESTABLISHED AT THIS TIME.  THE ANGLE AND DISTANCE TO REFERENCE
 DU2219'MARK 2 CHECKED ABOUT 2-1/2 MINUTES AND ABOUT 0.054 METER.
 DU2219'
 DU2219'THE STATION MARK IS A STANDARD DISK STAMPED, GELLER 1963.  IT IS
 DU2219'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 DU2219'WITH THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE CENTER LINE
 DU2219'OF TATUM ROAD, 10 FEET SOUTH OF A FENCE CORNER AND 7 FEET SOUTH
 DU2219'OF WITNESS POST AND SIGN.
 DU2219'
 DU2219'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GELLER NO 1 1963.
 DU2219'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DU2219'FLUSH WITH THE GROUND SURFACE.  THE MARK IS 71-1/2 FEET NORTH
 DU2219'OF THE WITNESS POST, 70 FEET NORTH OF A FENCE CORNER AND 34 FEET
 DU2219'WEST OF THE WITNESS POST.
 DU2219'
 DU2219'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GELLER NO 2 1963.
 DU2219'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DU2219'FLUSH WITH THE GROUND SURFACE.  THE MARK IS 89 FEET SOUTH OF THE
 DU2219'WITNESS POST, 90 FEET SOUTH OF THE FENCE CORNER AND 34 FEET
 DU2219'WEST OF THE WITNESS POST.
 DU2219'
 DU2219'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GELLER 1963 NO 3 1974.
 DU2219'IT IS SET IN TOP OF THE EAST HEADWALL FOR A CULVERT 0.15 MILE
 DU2219'SOUTH ALONG TATUM ROAD.
 DU2219'
 DU2219'THE 1963 ROUTE TO THE STATION WAS CHECKED AND FOUND ADEQUATE.
 DU2219'
 DU2219'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2219'
 DU2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NORTHEAST
 DU2219'OF PHOENIX
 DU2219
 DU2219                          STATION RECOVERY (1976)
 DU2219
 DU2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DU2219'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2219'
 DU2219'R.M. NO. 1 AND NO. 2 WERE DESTROYED BY ROAD MACHINERY.
 DU2219'
 DU2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 DU2219'NORTHEAST OF PHOENIX.
 DU2219
 DU2219                          STATION RECOVERY (1983)
 DU2219
 DU2219'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DU2219'THE STATION MARK WAS FOUND LEANING AND WAS RESET OVER THE UNDERGROUND
 DU2219'MARK.
 DU2219'
 DU2219'REFERENCE MARK 3 WAS RECOVERED AS DESCRIBED IN 1974.
 DU2219'
 DU2219'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---GELLER NO 4 1963
 DU2219'1978---.  IT IS SET IN TOP OF A CONCRETE MONUMENT BY A POWER POLE.
 DU2219'
 DU2219'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---GELLER NO 5 1963
 DU2219'1978---.  IT IS SET IN TOP OF A CONCRETE MONUMENT.
 DU2219'
 DU2219'THE STATION IS NOW UNDER A POWER LINE AND BLIND TO ALL OLD STATIONS
 DU2219'EXCEPT VERDE.
 DU2219
 DU2219                          STATION RECOVERY (2004)
 DU2219
 DU2219'RECOVERY NOTE BY US POWER SQUADRON 2004 (CT)
 DU2219'MARK NOT FOUND.  ALL AREAS ARE ESSENTIALLY SOLID CONCRETE AND ASPHALT.
 DU2219' 
 DU2219
 DU2219                          STATION RECOVERY (2004)
 DU2219
 DU2219'RECOVERY NOTE BY US POWER SQUADRON 2004 (CT)
 DU2219'MARK NOT FOUND.  ALL AREAS ARE ESSENTIALLY UNDER CONCRETE AND ASPHALT.
 DU2219' 
 DU2219
 DU2219                          STATION RECOVERY (2007)
 DU2219
 DU2219'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2219'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2219'MARK.
 DU2219'TATUM BLVD HAS BEEN WIDENED. THIRTY-FOUR FEET WEST OF THE CENTERLINE
 DU2219'IS THE APPROXIMATE LOCATION OF THE SIDEWALK. ADDITIONALLY, THE AREA
 DU2219'FARTHER WEST HAS BEEN LANDSCAPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1084 ***********************************************************************
 ES1084  DESIGNATION -  GENT
 ES1084  PID         -  ES1084
 ES1084  STATE/COUNTY-  AZ/NAVAJO
 ES1084  USGS QUAD   -  BROOKBANK POINT (1990)
 ES1084
 ES1084                         *CURRENT SURVEY CONTROL
 ES1084  ___________________________________________________________________
 ES1084* NAD 83(1992)-  34 18 05.14862(N)    110 42 49.10303(W)     ADJUSTED  
 ES1084* NAVD 88     -      2355.7    (meters)    7729.     (feet)  VERTCON   
 ES1084  ___________________________________________________________________
 ES1084  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ES1084  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1084  HORZ ORDER  -  FIRST
 ES1084
 ES1084.The horizontal coordinates were established by classical geodetic methods
 ES1084.and adjusted by the National Geodetic Survey in August 1993.
 ES1084
 ES1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1084
 ES1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1084
 ES1084.The geoid height was determined by GEOID03.
 ES1084
 ES1084;                    North         East     Units Scale Factor Converg.
 ES1084;SPC AZ E     -   366,222.118   163,011.953   MT  0.99993124   -0 18 29.7
 ES1084;SPC AZ E     - 1,201,516.14    534,816.12   iFT  0.99993124   -0 18 29.7
 ES1084;SPC AZ C     -   366,741.909   324,099.193   MT  1.00005111   +0 40 40.9
 ES1084;SPC AZ C     - 1,203,221.49  1,063,317.56   iFT  1.00005111   +0 40 40.9
 ES1084;UTM  12      - 3,795,615.889   526,351.016   MT  0.99960856   +0 09 41.0
 ES1084
 ES1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1084!SPC AZ E     -   0.99963409  x   0.99993124  =   0.99956536
 ES1084!SPC AZ C     -   0.99963409  x   1.00005111  =   0.99968518
 ES1084!UTM  12      -   0.99963409  x   0.99960856  =   0.99924279
 ES1084
 ES1084:                Primary Azimuth Mark                     Grid Az
 ES1084:SPC AZ E     -  RED KNOLL                                025 10 13.0
 ES1084:SPC AZ C     -  RED KNOLL                                024 11 02.4
 ES1084:UTM  12      -  RED KNOLL                                024 42 02.3
 ES1084
 ES1084|---------------------------------------------------------------------|
 ES1084| PID    Reference Object                     Distance      Geod. Az  |
 ES1084|                                                           dddmmss.s |
 ES1084| ES1107 RED KNOLL                           APPROX.27.6 KM 0245143.3 |
 ES1084| ES0903 GENT RM 3                            22.632 METERS 07045     |
 ES1084| ES1085 GENTRY=FIRE LOT                      38.316 METERS 07705     |
 ES1084| CD2931 GENT AZ MK                                         1852014.3 |
 ES1084| CD2932 GENT RM 1                            34.979 METERS 19523     |
 ES1084|---------------------------------------------------------------------|
 ES1084
 ES1084                          SUPERSEDED SURVEY CONTROL
 ES1084
 ES1084  NAD 83(1986)-  34 18 05.14236(N)    110 42 49.10789(W) AD(       ) 1
 ES1084  NAD 27      -  34 18 04.99000(N)    110 42 46.66500(W) AD(       ) 1
 ES1084  NGVD 29 (07/19/86) 2354.7    (m)         7725.     (f) VERT ANG    3  
 ES1084
 ES1084.Superseded values are not recommended for survey control.
 ES1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1084.See file dsdata.txt to determine how the superseded data were derived.
 ES1084
 ES1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2635195616(NAD 83)
 ES1084_MARKER: DS = TRIANGULATION STATION DISK
 ES1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1084+STABILITY: SURFACE MOTION
 ES1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1084+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 ES1084
 ES1084  HISTORY     - Date     Condition        Report By
 ES1084  HISTORY     - 1938     MONUMENTED       CGS
 ES1084  HISTORY     - 1958     GOOD             CGS
 ES1084  HISTORY     - 1967     GOOD             CGS
 ES1084  HISTORY     - 1971     GOOD             USAF
 ES1084  HISTORY     - 1972     GOOD             NGS
 ES1084  HISTORY     - 1984     GOOD             AZDT
 ES1084  HISTORY     - 20071110 GOOD             GEOCAC
 ES1084
 ES1084                          STATION DESCRIPTION
 ES1084
 ES1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1084'STATION IS ABOUT 11 MILES SW OF HEBER, IN SEC. 35, T 11 N,
 ES1084'R 15-1/2 E, ABOUT 2-1/2 MILES N OF S BOUNDARY OF SITGREAVE
 ES1084'NATIONAL FOREST, 125.8 FEET W OF U.S.F.S. LOOK-OUT TOWER GENTRY,
 ES1084'AND 78 FEET N OF CENTER OF ROAD.
 ES1084'
 ES1084'SURFACE, UNDERGROUND, REFERENCE NO. 1, AND AZIMUTH MARKS ARE
 ES1084'STANDARD BRONZE DISKS SET IN CONCRETE.
 ES1084'
 ES1084'REFERENCE MARK NO. 1 IS ON S SIDE OF ROAD AND IS LEVEL WITH
 ES1084'STATION.  REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. MARK SET
 ES1084'IN CONCRETE UNDER CENTER OF LOOK-OUT TOWER, LEVEL WITH STATION,
 ES1084'AND IS STAMPED GENTRY 1932.
 ES1084'
 ES1084'STATION IS REACHED FROM HEBER POST OFFICE BY GOING S ON YOUNG
 ES1084'ROAD 0.55 MILE TO FORK.  THENCE KEEP R FORK SW 1.1 MILES TO A
 ES1084'FORK.  THENCE L FORK, YOUNG ROAD, 12.25 MILES TO A SIDE ROAD
 ES1084'ON L, (THIS ROAD IS 34.5 MILES N OF YOUNG) AT A SIGN GENTRY L.O.
 ES1084'TOWER 4 MILES.  THENCE LEAVE YOUNG ROAD, TURN L AND GO 3.85
 ES1084'MILES TO GENTRY LOOKOUT TOWER AND STATION.
 ES1084'
 ES1084'AZIMUTH MARK IS 0.15 MILE S OF STATION, 60 FEET E OF TRACK
 ES1084'ROAD LEADING S FROM LOOK-OUT TOWER.
 ES1084
 ES1084                          STATION RECOVERY (1958)
 ES1084
 ES1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1084'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES1084'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 ES1084'
 ES1084'THE STATION IS LOCATED AIRLINE, ABOUT 24 MILES WEST-SOUTHWEST
 ES1084'OF CLAY SPRINGS, ABOUT 11 MILES SOUTHWEST OF HEBER, AND ABOUT
 ES1084'2-1/2 MILES NORTH OF THE SOUTH BOUNDARY OF SITGREAVES NATIONAL
 ES1084'FOREST, NEAR THE HIGHEST PART OF A TREE COVERED RIDGE.
 ES1084'
 ES1084'THE STATION IS A STANDARD DISK STAMPED GENT 1938 SET IN TOP OF
 ES1084'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 ES1084'ABOVE THE GROUND.  IT IS 125.62 FEET WEST-SOUTHWEST OF THE
 ES1084'CENTER OF THE LOOKOUT HOUSE AND 78 FEET NORTH OF THE CENTER
 ES1084'OF THE GRAVELED ROAD.
 ES1084'
 ES1084'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GENT NO
 ES1084'1 1938 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 ES1084'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 ES1084'ELEVATION AS THE STATION.  IT IS 24 FEET SOUTH OF THE CENTER OF
 ES1084'THE GRAVELED ROAD.
 ES1084'
 ES1084'REFERENCE MARK NUMBER TWO WHICH IS A U.S. GEOLOGICAL SURVEY
 ES1084'BENCH MARK DISK STAMPED GENT 1932 SET IN TOP OF A 6-INCH SQUARE
 ES1084'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 ES1084'AND IS ABOUT THE SAME ELEVATION AS THE STATION IS SET DIRECTLY
 ES1084'UNDER AND IN THE MIDDLE OF THE LOOKOUT TOWER.
 ES1084'
 ES1084'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GENT 1938 SET IN
 ES1084'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 ES1084'6 INCHES ABOVE THE GROUND.  IT IS 60 FEET EAST OF THE CENTER
 ES1084'OF A TRACK ROAD AND 10 FEET SOUTH-SOUTHWEST OF A PINE TREE WHICH
 ES1084'IS ABOUT 2 FEET IN DIAMETER.
 ES1084'
 ES1084'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 ES1084'TRACK ROAD FOR ABOUT 0.15 MILE TO A LARGE PINE TREE ON THE LEFT AND
 ES1084'THE AZIMUTH MARK.
 ES1084'
 ES1084'THE GENTRY FIRE LOOKOUT TOWER IS A 6-FOOT SQUARE METAL LOOKOUT
 ES1084'HOUSE SET ON TOP OF A GALAVANIZED STEEL TOWER WITH A 16-FOOT
 ES1084'SQUARE BASE AND THE OVERALL HEIGHT IS 75 FEET.  THE CENTER
 ES1084'OF THE TOWER WAS THE POINT OF INTERSECTION.
 ES1084'
 ES1084'TO REACH THE STATION FROM THE POST OFFICE IN HEBER, GO WEST ON
 ES1084'THE PAVED STREET WHICH LATER BECOMES A GRAVELED ROAD, FOR 0.55
 ES1084'MILE.  TAKE THE LEFT FORK AS PER SIGN TURKEY SPRINGS 10 FOR 7.3
 ES1084'MILES.  TURN RIGHT AT THE T-ROAD AND GO WEST AND SOUTH FOR
 ES1084'7.2 MILES.  TURN LEFT AT THE T-ROAD AS PER SIGN GENTRY TOWER 2
 ES1084'AND GO EAST ON THE GRAVELED ROAD FOR 2.1 MILES TO THE GENTRY
 ES1084'FIRE LOOKOUT TOWER ON THE LEFT, NORTH SIDE AND THE STATION.
 ES1084
 ES1084                          STATION RECOVERY (1967)
 ES1084
 ES1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES1084'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ES1084'FOUND IN GOOD CONDITION.  A NEW LOOKOUT TOWER HAS BEEN CONSTRUCTED
 ES1084'IN A NEW LOCATION ABOUT 50 FEET WEST OF THE OLD LOCATION AND THE
 ES1084'OLD TOWER HAS BEEN DISMANTLED.  THE STATION WAS VISITED, NOT
 ES1084'OBSERVED.
 ES1084'
 ES1084'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 ES1084
 ES1084                          STATION RECOVERY (1971)
 ES1084
 ES1084'RECOVERY NOTE BY US AIR FORCE 1971 (JFW)
 ES1084'GENT 1938 - GOOD
 ES1084'
 ES1084'GENT R.M. NO 1 1938 - GOOD.
 ES1084'
 ES1084'R.M. 2 AND R.M. 3 - NOT FOUND.
 ES1084
 ES1084                          STATION RECOVERY (1972)
 ES1084
 ES1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES1084'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ES1084'DESCRIBED AND FOUND IN GOOD CONDITION.  A LONG SEARCH WAS
 ES1084'MADE FOR THE AZIMUTH MARK WHICH APPEARS TO BE DESTROYED OR
 ES1084'BURIED BY BLADING OPERATIONS IN THE AREA.  THE ROUTE TO THE
 ES1084'STATION IS ADEQUATE.
 ES1084'
 ES1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 ES1084'SOUTHWEST OF HEBER.
 ES1084
 ES1084                          STATION RECOVERY (1984)
 ES1084
 ES1084'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1084'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 ES1084'REFERENCE MARK 2 AND THE AZMUTH MARK WERE NOT RECOVERED.  REFERENCE
 ES1084'MARK 3 WAS ESTABLISHED AT THIS TIME.  FOR A NEW ROUTE TO THE STATION
 ES1084'SEE DESCRIPTION OF GENT RM 3.
 ES1084
 ES1084                          STATION RECOVERY (2007)
 ES1084
 ES1084'RECOVERY NOTE BY GEOCACHING 2007 (LF)
 ES1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0903 ***********************************************************************
 ES0903  DESIGNATION -  GENT RM 3
 ES0903  PID         -  ES0903
 ES0903  STATE/COUNTY-  AZ/NAVAJO
 ES0903  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0903
 ES0903                         *CURRENT SURVEY CONTROL
 ES0903  ___________________________________________________________________
 ES0903* NAD 83(1992)-  34 18 05.39086(N)    110 42 48.26751(W)     ADJUSTED  
 ES0903* NAVD 88     -      2355.97   (+/-2cm)    7729.5    (feet)  VERTCON   
 ES0903  ___________________________________________________________________
 ES0903  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ES0903  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES0903  HORZ ORDER  -  SECOND
 ES0903  VERT ORDER  -  THIRD ? (See Below)
 ES0903
 ES0903.The horizontal coordinates were established by classical geodetic methods
 ES0903.and adjusted by the National Geodetic Survey in August 1993.
 ES0903
 ES0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0903.The vertical order pertains to the NGVD 29 superseded value.
 ES0903
 ES0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0903
 ES0903.The geoid height was determined by GEOID03.
 ES0903
 ES0903;                    North         East     Units Scale Factor Converg.
 ES0903;SPC AZ E     -   366,229.467   163,033.357   MT  0.99993121   -0 18 29.2
 ES0903;SPC AZ E     - 1,201,540.25    534,886.34   iFT  0.99993121   -0 18 29.2
 ES0903;SPC AZ C     -   366,749.626   324,120.470   MT  1.00005117   +0 40 41.4
 ES0903;SPC AZ C     - 1,203,246.80  1,063,387.37   iFT  1.00005117   +0 40 41.4
 ES0903;UTM  12      - 3,795,623.410   526,372.352   MT  0.99960857   +0 09 41.4
 ES0903
 ES0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0903!SPC AZ E     -   0.99963406  x   0.99993121  =   0.99956529
 ES0903!SPC AZ C     -   0.99963406  x   1.00005117  =   0.99968521
 ES0903!UTM  12      -   0.99963406  x   0.99960857  =   0.99924277
 ES0903
 ES0903:                Primary Azimuth Mark                     Grid Az
 ES0903:SPC AZ E     -  MIDDLE                                   002 12 04.9
 ES0903:SPC AZ C     -  MIDDLE                                   001 12 54.3
 ES0903:UTM  12      -  MIDDLE                                   001 43 54.3
 ES0903
 ES0903|---------------------------------------------------------------------|
 ES0903| PID    Reference Object                     Distance      Geod. Az  |
 ES0903|                                                           dddmmss.s |
 ES0903| ES0922 MIDDLE                              APPROX. 4.8 KM 0015335.7 |
 ES0903| CD2932 GENT RM 1                            51.344 METERS 21638     |
 ES0903| ES1084 GENT                                 22.632 METERS 25045     |
 ES0903|---------------------------------------------------------------------|
 ES0903
 ES0903                          SUPERSEDED SURVEY CONTROL
 ES0903
 ES0903  NAD 83(1986)-  34 18 05.38460(N)    110 42 48.27236(W) AD(       ) 2
 ES0903  NGVD 29 (08/03/87) 2354.92   (m)         7726.1    (f) LEVELING    3  
 ES0903
 ES0903.Superseded values are not recommended for survey control.
 ES0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0903.See file dsdata.txt to determine how the superseded data were derived.
 ES0903
 ES0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2637295623(NAD 83)
 ES0903_MARKER: DS = TRIANGULATION STATION DISK
 ES0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0903+STABILITY: SURFACE MOTION
 ES0903
 ES0903  HISTORY     - Date     Condition        Report By
 ES0903  HISTORY     - 1984     MONUMENTED       AZDT
 ES0903
 ES0903                          STATION DESCRIPTION
 ES0903
 ES0903'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0903'THE STATION IS LOCATED UNDER THE SOUTHEAST CORNER OF THE GENTRY
 ES0903'LOOKOUT TOWER.  24 MILES SOUTHWEST OF CLAY SPRINGS, 11 MILES SW OF
 ES0903'HEBER AND 2 MILES SOUTH OF STATE ROUTE 260.  INSTRUMENT WAS SET UP
 ES0903'PLUM OVER STATION ON CATWALK OF LOOKOUT TOWER, WHICH IS 68.33 FEET,
 ES0903'20.83 METERS ABOVE STATION.
 ES0903'
 ES0903'THE STATION MARK IS AN NGS REFERENCE MARK DISK STAMPED---GENT RM 3 198
 ES0903'1984---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 ES0903'PROJECTS 6 INCHES.  IT IS AT THE SOUTHEAST CORNER OF THE LOOKOUT
 ES0903'TOWER.
 ES0903'
 ES0903'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0903'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 12.75 MILES TO
 ES0903'BLACK CANYON LAKE ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH AND
 ES0903'EAST ALONG FOREST TRAIL 300 FOR 2.45 MILES TO A FORK AND BLACK CANYON
 ES0903'LAKE ROAD LEADING TO THE LEFT.  TRAVEL STRAIGHT AHEAD ON FS 300 FOR
 ES0903'2.15 MILES TO THE GENTRY LOOKOUT TOWER ON THE LEFT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1085 ***********************************************************************
 ES1085  DESIGNATION -  GENTRY=FIRE LOT
 ES1085  PID         -  ES1085
 ES1085  STATE/COUNTY-  AZ/NAVAJO
 ES1085  USGS QUAD   -  BROOKBANK POINT (1990)
 ES1085
 ES1085                         *CURRENT SURVEY CONTROL
 ES1085  ___________________________________________________________________
 ES1085* NAD 83(1992)-  34 18 05.42649(N)    110 42 47.64254(W)     ADJUSTED  
 ES1085* NAVD 88     -      2355.20   (+/-2cm)    7727.0    (feet)  VERTCON   
 ES1085  ___________________________________________________________________
 ES1085  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ES1085  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1085  HORZ ORDER  -  SECOND
 ES1085  VERT ORDER  -  THIRD ? (See Below)
 ES1085
 ES1085.The horizontal coordinates were established by classical geodetic methods
 ES1085.and adjusted by the National Geodetic Survey in August 1993.
 ES1085
 ES1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1085.The vertical order pertains to the NGVD 29 superseded value.
 ES1085
 ES1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1085
 ES1085.The geoid height was determined by GEOID03.
 ES1085
 ES1085;                    North         East     Units Scale Factor Converg.
 ES1085;SPC AZ E     -   366,230.478   163,049.343   MT  0.99993119   -0 18 28.9
 ES1085;SPC AZ E     - 1,201,543.56    534,938.79   iFT  0.99993119   -0 18 28.9
 ES1085;SPC AZ C     -   366,750.913   324,136.438   MT  1.00005122   +0 40 41.7
 ES1085;SPC AZ C     - 1,203,251.03  1,063,439.76   iFT  1.00005122   +0 40 41.7
 ES1085;UTM  12      - 3,795,624.553   526,388.324   MT  0.99960858   +0 09 41.8
 ES1085
 ES1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1085!SPC AZ E     -   0.99963418  x   0.99993119  =   0.99956539
 ES1085!SPC AZ C     -   0.99963418  x   1.00005122  =   0.99968538
 ES1085!UTM  12      -   0.99963418  x   0.99960858  =   0.99924290
 ES1085
 ES1085|---------------------------------------------------------------------|
 ES1085| PID    Reference Object                     Distance      Geod. Az  |
 ES1085|                                                           dddmmss.s |
 ES1085| CS4082 GENTRY RM 1                          19.537 METERS 00612     |
 ES1085| CS4083 GENTRY RM 2                          20.894 METERS 09546     |
 ES1085| ES1084 GENT                                 38.316 METERS 25705     |
 ES1085| ES0969 PROMONTORY                          APPROX.28.5 KM 2845321.5 |
 ES1085|---------------------------------------------------------------------|
 ES1085
 ES1085                          SUPERSEDED SURVEY CONTROL
 ES1085
 ES1085  NAD 83(1986)-  34 18 05.42021(N)    110 42 47.64765(W) AD(       ) 2
 ES1085  NAD 27      -  34 18 05.26760(N)    110 42 45.20580(W) AD(       ) 2
 ES1085  NGVD 29 (07/19/86) 2354.15   (m)         7723.6    (f) LEVELING    3  
 ES1085
 ES1085.Superseded values are not recommended for survey control.
 ES1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1085.See file dsdata.txt to determine how the superseded data were derived.
 ES1085
 ES1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2638895625(NAD 83)
 ES1085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1085_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ES1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1085
 ES1085  HISTORY     - Date     Condition        Report By
 ES1085  HISTORY     - 1932     MONUMENTED       USGS
 ES1085  HISTORY     - 1960     GOOD             USGS
 ES1085
 ES1085                          STATION DESCRIPTION
 ES1085
 ES1085'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (EMB)
 ES1085'THE STATION IS LOCATED AIRLINE, ABOUT 24 MILES WEST-SOUTHWEST
 ES1085'OF CLAY SPRINGS, ABOUT 11 MILES SOUTHWEST OF HEBER, AND ABOUT
 ES1085'2-1/2 MILES NORTH OF THE SOUTH BOUNDARY OF SITGREAVES NATIONAL
 ES1085'FOREST, NEAR THE HIGHEST PART OF A TREE COVERED RIDGE.
 ES1085'
 ES1085'THE STATION MARK IS A STANDARD BRONZE TABLET, STAMPED GENTRY 1932,
 ES1085'SET IN CONCRETE UNDER CENTER OF FOREST SERVICE TOWER.
 ES1085'
 ES1085'REFERENCE MARK NO. 1 IS A STANDARD R.M. TABLET, STAMPED GENTRY NO 1
 ES1085'1932, SET IN CONCRETE, 64.1 FT. FROM STATION MARK N 1 DEG 18 MIN W.
 ES1085'
 ES1085'REFERENCE MARK NO. 2 IS A STANDARD R.M. TABLET, STAMPED GENTRY NO 2
 ES1085'1932, SET IN CONCRETE, 68.55 FT. FROM STATION MARK N 88 DEG 16 MIN E.
 ES1085
 ES1085                          STATION RECOVERY (1960)
 ES1085
 ES1085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1085'RECOVERED IN GOOD CONDITION.
 ES1085'
 ES1085'LOCATED ABOUT 24 MI WSW. OF CLAY SPRINGS, ABOUT 11 MI SW. OF
 ES1085'HEBER, ABOUT 2.5 MI N. OF SOUTH BOUNDARY OF SITGREAVES NATIONAL
 ES1085'FOREST.  NEAR HIGHEST PART OF TREE-COVERED RIDGE.
 ES1085'
 ES1085'TO REACH FROM HEBER POST OFFICE, GO 0.55 MI W. ON PAVED STREET
 ES1085'WHICH LATER BECOMES GRAVELED RD.  TAKE LEFT FORK AS PER SIGN
 ES1085'TURKEY SPRINGS 10 7.3 MI.  TURN RIGHT AT T-RD. 7.2 MI W. AND S.
 ES1085'TURN LEFT AT T-RD. AS PER SIGN GENTRY TOWER 2 ON GRAVELED RD.
 ES1085'2.1 MI E. TO GENTRY FIRE LOT ON LEFT, NORTH SIDE AND STATION.
 ES1085'
 ES1085'NOTE--GENTRY USGS WAS TIED TO CGS STATION GENT BY CGS IN 1938
 ES1085'AND USED AS RM NO 2.  TIE WAS NOT REMADE AS NO OUTSIDE STATIONS
 ES1085'WERE VISIBLE FROM GROUND.  STATION GENTRY USGS 1932 WAS USED IN
 ES1085'1960 TO AVOID CONSTRUCTION OF 70-FT. TOWER.  ALL SIGHTS ARE TO
 ES1085'AND FROM CENTER OF TOWER WHICH IS CENTERED OVER STATION GENTRY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1053 ***********************************************************************
 FS1053  DESIGNATION -  GEOCEIVER STA 20208
 FS1053  PID         -  FS1053
 FS1053  STATE/COUNTY-  AZ/MOHAVE
 FS1053  USGS QUAD   -  KINGMAN (1980)
 FS1053
 FS1053                         *CURRENT SURVEY CONTROL
 FS1053  ___________________________________________________________________
 FS1053* NAD 83(2007)-  35 11 48.26524(N)    114 02 27.27538(W)     ADJUSTED  
 FS1053* NAVD 88     -      1149.0    (meters)    3770.     (feet)  GPS OBS   
 FS1053  ___________________________________________________________________
 FS1053  EPOCH DATE  -        2007.00
 FS1053  X           -  -2,126,077.778 (meters)                     COMP
 FS1053  Y           -  -4,766,087.477 (meters)                     COMP
 FS1053  Z           -   3,656,370.849 (meters)                     COMP
 FS1053  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 FS1053  ELLIP HEIGHT-        1120.721 (meters)          (02/10/07) ADJUSTED
 FS1053  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS1053
 FS1053  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FS1053  Type    PID    Designation                      North   East  Ellip
 FS1053  -------------------------------------------------------------------
 FS1053  NETWORK FS1053 GEOCEIVER STA 20208               0.53   0.86   1.92
 FS1053  -------------------------------------------------------------------
 FS1053
 FS1053.The horizontal coordinates were established by GPS observations
 FS1053.and adjusted by the National Geodetic Survey in February 2007.
 FS1053
 FS1053.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS1053.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS1053.The horizontal coordinates are valid at the epoch date displayed above.
 FS1053.The epoch date for horizontal control is a decimal equivalence
 FS1053.of Year/Month/Day.
 FS1053
 FS1053.The orthometric height was determined by GPS observations and a
 FS1053.high-resolution geoid model.
 FS1053
 FS1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1053
 FS1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1053
 FS1053.The ellipsoidal height was determined by GPS observations
 FS1053.and is referenced to NAD 83.
 FS1053
 FS1053.The geoid height was determined by GEOID03.
 FS1053
 FS1053;                    North         East     Units Scale Factor Converg.
 FS1053;SPC AZ W     -   465,453.153   186,868.823   MT  0.99994198   -0 10 03.6
 FS1053;SPC AZ W     - 1,527,077.27    613,086.69   iFT  0.99994198   -0 10 03.6
 FS1053;UTM  11      - 3,898,873.235   769,414.492   MT  1.00049463   +1 42 23.8
 FS1053;UTM  12      - 3,899,098.332   223,133.791   MT  1.00054481   -1 45 13.9
 FS1053
 FS1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1053!SPC AZ W     -   0.99982412  x   0.99994198  =   0.99976611
 FS1053!UTM  11      -   0.99982412  x   1.00049463  =   1.00031866
 FS1053!UTM  12      -   0.99982412  x   1.00054481  =   1.00036883
 FS1053
 FS1053:                Primary Azimuth Mark                     Grid Az
 FS1053:SPC AZ W     -  KINGMAN RADIO STA KAAA MAST              108 21 24.0
 FS1053:UTM  11      -  KINGMAN RADIO STA KAAA MAST              106 28 56.6
 FS1053:UTM  12      -  KINGMAN RADIO STA KAAA MAST              109 56 34.3
 FS1053
 FS1053|---------------------------------------------------------------------|
 FS1053| PID    Reference Object                     Distance      Geod. Az  |
 FS1053|                                                           dddmmss.s |
 FS1053| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 2.1 KM 1081120.4 |
 FS1053| CC4832 GEOCEIVER STA 20208 RM 3             13.942 METERS 13046     |
 FS1053| FS1054 GEOCEIVER STA 20208 RM 2              8.947 METERS 21404     |
 FS1053| FS1045 KINGMAN                              96.867 METERS 30746     |
 FS1053| FS1052 GEOCEIVER STA 20208 RM 1             12.899 METERS 31325     |
 FS1053|---------------------------------------------------------------------|
 FS1053
 FS1053                          SUPERSEDED SURVEY CONTROL
 FS1053
 FS1053  ELLIP H (11/21/00) 1120.736  (m)                       GP(       ) 3 1
 FS1053  ELLIP H (03/30/95) 1120.895  (m)                       GP(       ) 2 2
 FS1053  NAD 83(1992)-  35 11 48.26238(N)    114 02 27.27102(W) AD(       ) B
 FS1053  NAD 83(1992)-  35 11 48.26444(N)    114 02 27.27461(W) AD(       ) A
 FS1053  ELLIP H (09/04/92) 1120.752  (m)                       GP(       ) 3 1
 FS1053  NAD 83(1986)-  35 11 48.26238(N)    114 02 27.27102(W) AD(       ) 1
 FS1053  NAD 27      -  35 11 48.27573(N)    114 02 24.44497(W) AD(       ) 1
 FS1053  NGVD 29 (07/19/86) 1148.28   (m)         3767.3    (f) LEVELING    3  
 FS1053
 FS1053.Superseded values are not recommended for survey control.
 FS1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1053.See file dsdata.txt to determine how the superseded data were derived.
 FS1053
 FS1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6941498873(NAD 83)
 FS1053_MARKER: DD = SURVEY DISK
 FS1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1053_SP_SET: CONCRETE POST
 FS1053_STAMPING: 20208 1973
 FS1053_MARK LOGO: USN   
 FS1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1053+STABILITY: POSITION/ELEVATION WELL
 FS1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1053+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS1053
 FS1053  HISTORY     - Date     Condition        Report By
 FS1053  HISTORY     - 1973     MONUMENTED       NGS
 FS1053  HISTORY     - 1973     GOOD             NGS
 FS1053  HISTORY     - 1980     GOOD             NGS
 FS1053  HISTORY     - 19920203 GOOD             NGS
 FS1053  HISTORY     - 19940719 GOOD             NGS
 FS1053  HISTORY     - 19981112 GOOD             NGS
 FS1053  HISTORY     - 20051020 GOOD             NGS
 FS1053
 FS1053                          STATION DESCRIPTION
 FS1053
 FS1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS1053'STATION IS LOCATED IN THE SOUTHWEST EDGE OF AN OPEN FIELD ON
 FS1053'RADAR HILL, A BUREAU OF LAND MANAGEMENT, DEPARTMENT OF INTERIOR
 FS1053'FACILITY, AT THE WESTERN END OF JEFFERSON STREET IN KINGMAN,
 FS1053'ARIZONA.
 FS1053'
 FS1053'STATION 20208, 1973 IS 235 FT. SOUTH OF THE SOUTHWEST CORNER OF THE
 FS1053'BLM WAREHOUSE, 100 FT. SOUTH OF AN EAST-WEST BARBED WIRE FENCE LINE,
 FS1053'AND 65 FT. EAST OF THE EDGE OF A 100 FT. CLIFF DROP-OFF.
 FS1053'
 FS1053'STATION IS MARKED BY A STANDARD NAVOCEANO DISK STAMPED 20208, 1973
 FS1053'SET IN A 3 FT. CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE
 FS1053'OF THE GROUND.
 FS1053'
 FS1053'THE STATION IS FURTHER DESCRIBED BY AN IRON BOLT SUBSURFACE MARK
 FS1053'AND 3 REFERENCE MARKS--
 FS1053'
 FS1053'RM 1 IS A STANDARD NAVOCEANO R.M. DISK SET IN A ROCK OUTCROP
 FS1053'BEARING 340 DEG ABOUT 46 FT. FROM THE STATION AND STAMPED RM 1,
 FS1053'20208.
 FS1053'
 FS1053'RM 2 IS A STANDARD NAVOCEANO R.M. DISK SET IN A ROCK OUTCROP BEARING
 FS1053'250 DEG ABOUT 40 FT. FROM THE STATION AND STAMPED RM 2, 20208.
 FS1053'
 FS1053'RM 3 IS A STANDARD NAVOCEANO R.M. DISK SET IN A ROCK OUTCROP BEARING
 FS1053'160 DEG AND ABOUT 46 FT. FROM THE STATION AND STAMPED RM 3, 20208.
 FS1053
 FS1053                          STATION RECOVERY (1973)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FS1053'RECOVERED IN GOOD CONDITION.
 FS1053
 FS1053                          STATION RECOVERY (1980)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FS1053'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 FS1053'GOOD CONDITION AS DESCRIBED IN 1973.  THE PROPERTY IS NOW OWNED BY
 FS1053'WESTERN ELECTRONICS CORPORATION.  PERMISSION AND A KEY TO LOCKED GATE
 FS1053'MUST BE OBTAINED TO ENTER PROPERTY.
 FS1053
 FS1053                          STATION RECOVERY (1992)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FS1053'THE STATION IS LOCATED IN KINGMAN, ABOUT 1.5 KM (0.9 MI) NORTHEAST OF
 FS1053'THE COURTHOUSE, AT THE SOUTHEAST END OF A LOW ROCKY RIDGE, ADJACENT
 FS1053'TO AN OLD ARMY RADAR SITE NOW OCCUPIED BY WESTERN ELECTRONICS AND
 FS1053'COMMUNICATIONS.  KEY REQUIRED FOR GATE. OWNERSHIP--WESTERN
 FS1053'ELECTRONICS AND COMMUNICATIONS, 2332 KINGMAN AVENUE, KINGMAN AZ
 FS1053'86401.  PHONE 602-753-3829. (CALL IN ADVANCE, SECURITY MAN JIM SWAYZE
 FS1053'(602-753-7141)LIVES AT SITE AND WILL OPEN GATE).
 FS1053'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 40 AND
 FS1053'40 BUSINESS AND OLD HIGHWAY 66 (EXIT 53) ON THE NORTHEAST SIDE OF
 FS1053'KINGMAN, GO SOUTHWEST ON HIGHWAY I-40 BUSINESS (ANDY DEVINE AVENUE)
 FS1053'FOR 1.98 KM (1.23 MI) TO HARRISON STREET ON THE RIGHT AT FIRE STATION
 FS1053'NUMBER 2. (TO REACH WESTERN ELECTRONICS BUILDING FROM THIS POINT,
 FS1053'TURN RIGHT FOR 0.10 KM (0.06 MI) TO A CROSS STREET.  TURN RIGHT,
 FS1053'NORTHEAST, ON EAST KINGMAN STREET FOR 0.12 KM (0.07 MI) TO THE OFFICE
 FS1053'ON THE RIGHT). CONTINUE SOUTHWEST ON ANDY DEVINE AVENUE FOR 1.17 KM
 FS1053'(0.73 MI) TO A CROSSROAD AT STOPLIGHT. TURN RIGHT, NORTHWEST, ON
 FS1053'STOCKTON HILL ROAD FOR 0.24 KM (0.15 MI) TO A ROAD LEFT ACROSS FROM
 FS1053'THE POST OFFICE ON THE RIGHT.  TURN LEFT, WESTERLY, ON JEFFERSON
 FS1053'STREET FOR 0.53 KM (0.33 MI) TO A LOCKED GATE.  PASS THROUGH GATE ON
 FS1053'WINDING ROAD FOR 0.22 KM (0.14 MI) TO A GATE AT TOP OF GRADE.  PASS
 FS1053'THROUGH GATE, THEN TURN LEFT ON PAVED ROAD FOR 0.06 KM (0.04 MI) TO
 FS1053'PAVEMENT END AT BUILDING ON THE RIGHT. TURN LEFT, SOUTHEAST, ON DIM
 FS1053'LANE FOR 0.06 KM (0.04 MI) TO THE STATION AT A SHORT PERMANENT METAL
 FS1053'TRIPOD.
 FS1053'THE STATION IS SET IN THE TOP OF A 40-CM IRREGULAR CONCRETE POST 2 CM
 FS1053'BELOW GROUND.  LOCATED 66.4 M (217.8 FT) SOUTHEAST OF THE SOUTH
 FS1053'CORNER OF A LARGE METAL BUILDING, 1.0 M (3.3 FT) SOUTHWEST OF THE
 FS1053'EXTENDED SOUTHWEST WALL OF THE BUILDING, 30.2 M (99.1 FT) SOUTH OF A
 FS1053'TALL UTILITY POLE, 26.8 M (87.9 FT) EAST OF A FENCE CORNER, 26.7 M
 FS1053'(87.6 FT) SOUTHEAST OF A FENCE AND 12.5 M (41.0 FT) NORTHEAST OF THE
 FS1053'EXTENDED FENCE LINE ON SOUTHWEST SIDE OF THE RIDGE.
 FS1053
 FS1053                          STATION RECOVERY (1994)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 FS1053'RECOVERED AS DESCRIBED.
 FS1053
 FS1053                          STATION RECOVERY (1998)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FS1053'THE STATION IS LOCATED IN KINGMAN, ON A HILL WEST OF THE JUNCTION OF
 FS1053'U.S HIGHWAY 66 (ANDY DEVINE AVENUE) AND STOCKTON HILL ROAD, AT AN OLD
 FS1053'ARMY RADAR SITE.  OWNERSHIP--WESTERN ELECTRONICS AND COMMUNICATIONS
 FS1053'CORPORATION, 2332 KINGMAN AVENUE, KINGMAN AZ 86401., PHONE
 FS1053'602-753-3829.  NOTE--ADVANCE NOTICE IS REQUIRED BECAUSE OF LOCATION
 FS1053'AND LOCKED GATE.  CONTACT SECURITY PERSONNEL, MR. JIM SWAYZE WHO LIVES
 FS1053'AT THE SITE, PHONE 602-753-7141, FOR ACCESS TO THE STATION. TO REACH
 FS1053'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 (EXIT 53) AND
 FS1053'US HIGHWAY 66 (ANDY DEVINE AVENUE) IN KINGMAN, GO SOUTHWEST ON STATE
 FS1053'HIGHWAY 66 (ANDY DEVINE AVENUE) FOR 3.38 KM (2.10 MI) TO THE JUNCTION
 FS1053'OF STOCKTON HILL ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST ON STOCKTON
 FS1053'HILL ROAD FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF JEFFERSON STREET ON
 FS1053'THE LEFT.  TURN LEFT, WESTERLY ON JEFFERSON STREET FOR 0.72 KM (0.45
 FS1053'MI) TO THE END OF THE STREET AT A DEAD END SIGN AND PAVED ROAD IN POOR
 FS1053'CONDITION LEADING UPHILL.  CONTINUE AHEAD, WESTERLY FOR 0.40 KM (0.25
 FS1053'MI) UPHILL ON THE WINDING ROAD PASSING THROUGH A GATE TO THE TOP OF
 FS1053'THE HILL TO A SECOND GATE.  PASS THROUGH THE GATE AND TURN LEFT, WEST
 FS1053'ON THE PAVED ROAD FOR ABOUT 30.48 M (100.00 FT) TO THE SOUTHEAST END
 FS1053'OF A LARGE BUILDING AT THE END OF THE PAVEMENT AND A TRAIL ROAD LEFT.
 FS1053'TURN LEFT, SOUTHEAST ON THE TRAIL ROAD FOR ABOUT 60.96 M (200.00 FT)
 FS1053'PASSING THROUGH AN OPENING IN A BARBED WIRE FENCE TO THE STATION ON
 FS1053'THE RIGHT, UNDER A PERMANENTLY MOUNTED METAL TRIPOD PROJECTING 1.07 M
 FS1053'(3.51 FT) ABOVE GROUND.  THE STATION IS SET IN THE TOP OF AN IRREGULAR
 FS1053'CONCRETE POST.  LOCATED 66.5 M (218.2 FT) SOUTHEAST OF THE SOUTH
 FS1053'CORNER OF THE BUILDING, 30.48 M (100.00 FT) SOUTH OF A TALL POWER POLE
 FS1053'WITH A HOLIDAY STAR ATOP THE POLE AND 26.7 M (87.6 FT) SOUTHEAST OF
 FS1053'THE BARBED WIRE FENCE.
 FS1053
 FS1053                          STATION RECOVERY (2005)
 FS1053
 FS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1054 ***********************************************************************
 FS1054  DESIGNATION -  GEOCEIVER STA 20208 RM 2
 FS1054  PID         -  FS1054
 FS1054  STATE/COUNTY-  AZ/MOHAVE
 FS1054  USGS QUAD   -  KINGMAN (1980)
 FS1054
 FS1054                         *CURRENT SURVEY CONTROL
 FS1054  ___________________________________________________________________
 FS1054* NAD 83(1992)-  35 11 48.02187(N)    114 02 27.46909(W)     ADJUSTED  
 FS1054* NAVD 88     -      1148.91   (+/-2cm)    3769.4    (feet)  VERTCON   
 FS1054  ___________________________________________________________________
 FS1054  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 FS1054  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS1054  HORZ ORDER  -  SECOND
 FS1054  VERT ORDER  -  THIRD ? (See Below)
 FS1054
 FS1054.The horizontal coordinates were established by classical geodetic methods
 FS1054.and adjusted by the National Geodetic Survey in August 1993.
 FS1054
 FS1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1054.The vertical order pertains to the NGVD 29 superseded value.
 FS1054
 FS1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1054
 FS1054.The geoid height was determined by GEOID03.
 FS1054
 FS1054;                    North         East     Units Scale Factor Converg.
 FS1054;SPC AZ W     -   465,445.668   186,863.901   MT  0.99994198   -0 10 03.7
 FS1054;SPC AZ W     - 1,527,052.72    613,070.54   iFT  0.99994198   -0 10 03.7
 FS1054;UTM  11      - 3,898,865.588   769,409.815   MT  1.00049460   +1 42 23.7
 FS1054;UTM  12      - 3,899,090.981   223,128.661   MT  1.00054485   -1 45 14.0
 FS1054
 FS1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1054!SPC AZ W     -   0.99982415  x   0.99994198  =   0.99976614
 FS1054!UTM  11      -   0.99982415  x   1.00049460  =   1.00031866
 FS1054!UTM  12      -   0.99982415  x   1.00054485  =   1.00036890
 FS1054
 FS1054|---------------------------------------------------------------------|
 FS1054| PID    Reference Object                     Distance      Geod. Az  |
 FS1054|                                                           dddmmss.s |
 FS1054| FS1053 GEOCEIVER STA 20208                   8.949 METERS 03321     |
 FS1054| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 2.1 KM 1075728.2 |
 FS1054| FS1045 KINGMAN                              97.854 METERS 31300     |
 FS1054| FS1052 GEOCEIVER STA 20208 RM 1             16.850 METERS 34500     |
 FS1054|---------------------------------------------------------------------|
 FS1054
 FS1054                          SUPERSEDED SURVEY CONTROL
 FS1054
 FS1054  NAD 83(1986)-  35 11 48.01982(N)    114 02 27.46550(W) AD(       ) 2
 FS1054  NAD 27      -  35 11 48.03318(N)    114 02 24.63943(W) AD(       ) 2
 FS1054  NGVD 29 (07/19/86) 1148.12   (m)         3766.8    (f) LEVELING    3  
 FS1054
 FS1054.Superseded values are not recommended for survey control.
 FS1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1054.See file dsdata.txt to determine how the superseded data were derived.
 FS1054
 FS1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6941098866(NAD 83)
 FS1054
 FS1054  HISTORY     - Date     Condition        Report By
 FS1054  HISTORY     - 1973     MONUMENTED       NGS
 FS1054  HISTORY     - 20051020 POOR             NGS
 FS1054
 FS1054                          STATION DESCRIPTION
 FS1054
 FS1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1054'MARK IS IN PLACE IN ROCK, HOWEVER, CEMENT HAS BEEN KNOCKED AWAY AND
 FS1054'MARK HAS SOME LOOSENESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0967 ***********************************************************************
 ET0967  DESIGNATION -  GEORGE
 ET0967  PID         -  ET0967
 ET0967  STATE/COUNTY-  AZ/YAVAPAI
 ET0967  USGS QUAD   -  CONGRESS (1969)
 ET0967
 ET0967                         *CURRENT SURVEY CONTROL
 ET0967  ___________________________________________________________________
 ET0967* NAD 83(1992)-  34 09 46.55851(N)    112 50 41.00887(W)     ADJUSTED  
 ET0967* NAVD 88     -       928.01   (+/-2cm)    3044.6    (feet)  VERTCON   
 ET0967  ___________________________________________________________________
 ET0967  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 ET0967  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0967  HORZ ORDER  -  SECOND
 ET0967  VERT ORDER  -  THIRD ? (See Below)
 ET0967
 ET0967.The horizontal coordinates were established by classical geodetic methods
 ET0967.and adjusted by the National Geodetic Survey in August 1993.
 ET0967
 ET0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0967.The vertical order pertains to the NGVD 29 superseded value.
 ET0967
 ET0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0967
 ET0967.The geoid height was determined by GEOID03.
 ET0967
 ET0967;                    North         East     Units Scale Factor Converg.
 ET0967;SPC AZ C     -   351,114.361   127,792.767   MT  0.99999023   -0 31 16.3
 ET0967;SPC AZ C     - 1,151,950.00    419,267.61   iFT  0.99999023   -0 31 16.3
 ET0967;UTM  12      - 3,781,759.379   329,958.680   MT  0.99995643   -1 02 10.1
 ET0967
 ET0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0967!SPC AZ C     -   0.99985887  x   0.99999023  =   0.99984910
 ET0967!UTM  12      -   0.99985887  x   0.99995643  =   0.99981531
 ET0967
 ET0967|---------------------------------------------------------------------|
 ET0967| PID    Reference Object                     Distance      Geod. Az  |
 ET0967|                                                           dddmmss.s |
 ET0967| CH2332 GEORGE RM 1                          12.420 METERS 11309     |
 ET0967| CH2333 GEORGE RM 2                          12.443 METERS 29301     |
 ET0967| ET0964 CONGRESS                            APPROX. 2.0 KM 3134733.1 |
 ET0967|---------------------------------------------------------------------|
 ET0967
 ET0967                          SUPERSEDED SURVEY CONTROL
 ET0967
 ET0967  NAD 83(1986)-  34 09 46.55725(N)    112 50 41.01188(W) AD(       ) 2
 ET0967  NAD 27      -  34 09 46.46597(N)    112 50 38.35000(W) AD(       ) 2
 ET0967  NGVD 29 (07/19/86)  927.25   (m)         3042.2    (f) LEVELING    3  
 ET0967
 ET0967.Superseded values are not recommended for survey control.
 ET0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0967.See file dsdata.txt to determine how the superseded data were derived.
 ET0967
 ET0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2995981759(NAD 83)
 ET0967_MARKER: DD = SURVEY DISK
 ET0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0967+STABILITY: SURFACE MOTION
 ET0967
 ET0967  HISTORY     - Date     Condition        Report By
 ET0967  HISTORY     - 1980     MONUMENTED       AZDT
 ET0967  HISTORY     - 20071005 MARK NOT FOUND   GEOCAC
 ET0967  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0967
 ET0967                          STATION DESCRIPTION
 ET0967
 ET0967'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0967'THE STATION IS LOCATED IN CONGRESS NEAR THE INTERSECTION OF US HIGHWAY
 ET0967'89 AND STATE ROUTE 71.
 ET0967'
 ET0967'THE STATION MARK IS AN ADOT DISK STAMPED GEORGE 1980.  IT IS SET IN
 ET0967'TOP OF A CONCRETE MONUMENT 350 FEET EAST OF THE SANTA FE RAILROAD IN
 ET0967'THE TRIANGLE FORMED BY US 89 AND SR 71.  IT IS 4.8 FEET NORTH OF THE
 ET0967'WITNESS POST.
 ET0967'
 ET0967'REFERENCE MARK 1 IS AN ADOT DISK STAMPED GEORGE RM 1 1980.  IT IS SET
 ET0967'IN TOP OF A CONCRETE MONUMENT.
 ET0967'
 ET0967'REFERENCE MARK 2 IS AN ADOT DISK STAMPED GEORGE RM 2 1980.  IT IS SET
 ET0967'IN TOP OF A CONCRETE MONUMENT.
 ET0967'
 ET0967'TO REACH THE STATION FROM THE POST OFFICE IN CONGRESS TRAVEL EAST ON
 ET0967'STATE HIGHWAY 71 FOR 0.4 MILE TO THE JUNCTION WITH US 89.  TURN RIGHT
 ET0967'AND TRAVEL SOUTHEAST FOR 200 FEET TO THE STATION ON THE LEFT.
 ET0967
 ET0967                          STATION RECOVERY (2007)
 ET0967
 ET0967'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0967'DID NOT FIND THE STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2.
 ET0967'THE ADJUSTED COORDINATES POINT INTO THE PAVED PORTION OF STATE ROUTE
 ET0967'71.
 ET0967
 ET0967                          STATION RECOVERY (2008)
 ET0967
 ET0967'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0967'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0967'MARK. THE HIGHWAY JUNCTION HAS BEEN CHANGED. THE ADJUSTED CO-ORDINATES
 ET0967'POINT TO A PAVED AREA OF SR71 APPROACHING US89. THE CURRENT
 ET0967'INTERSECTION IS A 'TEE', WITH SR71 INTERSECTING US89 AT AN APPROXIMATE
 ET0967'RIGHT ANGLE.
 ET0967'THE 1966 USGS TOPOGRAPHIC MAP OF THE AREA DEPICTS A 'TRIPLE WYE'
 ET0967'CONFIGURATION, WHICH PROVIDES THE TRIANGULAR 'INFIELD' AS IN THE
 ET0967'DESCRIPTION OF THE MARK. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0725 ***********************************************************************
 FQ0725  DESIGNATION -  GEORGE HENNESSYS HOUSE CHIMNEY
 FQ0725  PID         -  FQ0725
 FQ0725  STATE/COUNTY-  AZ/NAVAJO
 FQ0725  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0725
 FQ0725                         *CURRENT SURVEY CONTROL
 FQ0725  ___________________________________________________________________
 FQ0725* NAD 83(1992)-  35 06 28.28117(N)    110 01 05.29905(W)     ADJUSTED  
 FQ0725* NAVD 88     -              **(meters)            **(feet)            
 FQ0725  ___________________________________________________________________
 FQ0725  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FQ0725  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0725  HORZ ORDER  -  THIRD
 FQ0725
 FQ0725.The horizontal coordinates were established by classical geodetic methods
 FQ0725.and adjusted by the National Geodetic Survey in August 1993.
 FQ0725
 FQ0725
 FQ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0725
 FQ0725.The geoid height was determined by GEOID03.
 FQ0725
 FQ0725;                    North         East     Units Scale Factor Converg.
 FQ0725;SPC AZ E     -   455,548.813   226,899.689   MT  0.99990226   +0 05 07.5
 FQ0725;SPC AZ E     - 1,494,582.72    744,421.55   iFT  0.99990226   +0 05 07.5
 FQ0725;UTM  12      - 3,885,444.945   589,480.246   MT  0.99969868   +0 33 53.0
 FQ0725
 FQ0725                          SUPERSEDED SURVEY CONTROL
 FQ0725
 FQ0725  NAD 83(1986)-  35 06 28.27294(N)    110 01 05.30295(W) AD(       ) 4
 FQ0725  NAD 27      -  35 06 28.19000(N)    110 01 02.87000(W) AD(       ) 3
 FQ0725
 FQ0725.Superseded values are not recommended for survey control.
 FQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0725.See file dsdata.txt to determine how the superseded data were derived.
 FQ0725
 FQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8948085445(NAD 83)
 FQ0725_MARKER: 85 = CHIMNEY
 FQ0725
 FQ0725  HISTORY     - Date     Condition        Report By
 FQ0725  HISTORY     - 1920     FIRST OBSERVED   CGS
 FQ0725
 FQ0725                          STATION DESCRIPTION
 FQ0725
 FQ0725'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2162 ***********************************************************************
 DU2162  DESIGNATION -  GERM
 DU2162  PID         -  DU2162
 DU2162  STATE/COUNTY-  AZ/MARICOPA
 DU2162  USGS QUAD   -  CHANDLER (1981)
 DU2162
 DU2162                         *CURRENT SURVEY CONTROL
 DU2162  ___________________________________________________________________
 DU2162* NAD 83(2007)-  33 16 27.62396(N)    111 50 29.68432(W)     ADJUSTED  
 DU2162* NAVD 88     -       370.0    (meters)    1214.     (feet)  VERTCON   
 DU2162  ___________________________________________________________________
 DU2162  EPOCH DATE  -        2007.00
 DU2162  X           -  -1,986,004.995 (meters)                     COMP
 DU2162  Y           -  -4,954,935.479 (meters)                     COMP
 DU2162  Z           -   3,479,623.247 (meters)                     COMP
 DU2162  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DU2162  ELLIP HEIGHT-         340.509 (meters)          (02/10/07) ADJUSTED
 DU2162  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU2162
 DU2162  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2162  Type    PID    Designation                      North   East  Ellip
 DU2162  -------------------------------------------------------------------
 DU2162  NETWORK DU2162 GERM                              2.74   2.51   6.35
 DU2162  -------------------------------------------------------------------
 DU2162
 DU2162.The horizontal coordinates were established by GPS observations
 DU2162.and adjusted by the National Geodetic Survey in February 2007.
 DU2162
 DU2162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2162.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2162.The horizontal coordinates are valid at the epoch date displayed above.
 DU2162.The epoch date for horizontal control is a decimal equivalence
 DU2162.of Year/Month/Day.
 DU2162
 DU2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2162
 DU2162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2162
 DU2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2162
 DU2162.The ellipsoidal height was determined by GPS observations
 DU2162.and is referenced to NAD 83.
 DU2162
 DU2162.The geoid height was determined by GEOID03.
 DU2162
 DU2162;                    North         East     Units Scale Factor Converg.
 DU2162;SPC AZ C     -   252,177.212   220,354.690   MT  0.99990060   +0 02 28.3
 DU2162;SPC AZ C     -   827,353.06    722,948.46   iFT  0.99990060   +0 02 28.3
 DU2162;UTM  12      - 3,682,016.781   421,626.271   MT  0.99967573   -0 27 42.3
 DU2162
 DU2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2162!SPC AZ C     -   0.99994654  x   0.99990060  =   0.99984715
 DU2162!UTM  12      -   0.99994654  x   0.99967573  =   0.99962229
 DU2162
 DU2162:                Primary Azimuth Mark                     Grid Az
 DU2162:SPC AZ C     -  OCO                                      179 04 51.1
 DU2162:UTM  12      -  OCO                                      179 35 01.7
 DU2162
 DU2162|---------------------------------------------------------------------|
 DU2162| PID    Reference Object                     Distance      Geod. Az  |
 DU2162|                                                           dddmmss.s |
 DU2162| DU2139 OCO                                 APPROX. 3.0 KM 1790719.4 |
 DU2162| CH5207 GERM RM 2                            12.860 METERS 17920     |
 DU2162| CH5206 GERM RM 1                            12.918 METERS 35946     |
 DU2162|---------------------------------------------------------------------|
 DU2162
 DU2162                          SUPERSEDED SURVEY CONTROL
 DU2162
 DU2162  ELLIP H (06/11/02)  340.539  (m)                       GP(       ) 4 2
 DU2162  NAD 83(1992)-  33 16 27.62247(N)    111 50 29.68358(W) AD(       ) 2
 DU2162  ELLIP H (08/23/93)  340.611  (m)                       GP(       ) 4 2
 DU2162  NAD 83(1986)-  33 16 27.61609(N)    111 50 29.68772(W) AD(       ) 2
 DU2162  NAD 27      -  33 16 27.43515(N)    111 50 27.18483(W) AD(       ) 2
 DU2162  NGVD 29 (07/19/86)  369.5    (m)         1212.     (f) VERT ANG    3  
 DU2162
 DU2162.Superseded values are not recommended for survey control.
 DU2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2162.See file dsdata.txt to determine how the superseded data were derived.
 DU2162
 DU2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2162682017(NAD 83)
 DU2162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2162+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2162
 DU2162  HISTORY     - Date     Condition        Report By
 DU2162  HISTORY     - 1975     MONUMENTED       AZDT
 DU2162  HISTORY     - 1976     GOOD             AZDT
 DU2162  HISTORY     - 1979     GOOD             NGS
 DU2162  HISTORY     - 1986     GOOD             AZDT
 DU2162  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 DU2162  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU2162
 DU2162                          STATION DESCRIPTION
 DU2162
 DU2162'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2162'THE STATION IS ABOUT 2 MILES SOUTH OF CHANDLER ON THE WEST
 DU2162'SIDE OF STATE ROUTE 87-93 AND JUST SOUTH OF GERMANN RD.
 DU2162'
 DU2162'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED GERM 1975
 DU2162'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2162'STATION IS 852 FEET SOUTH OF THE INTERSECTION OF CENTERLINE OF
 DU2162'STATE ROUTE 87-93 AND GERMANN RD., 31.5 FEET WEST OF CENTERLINE
 DU2162'OF ROUTE 87-93 AND IS MARKED WITH A WITNESS POST AND SIGN 2.6
 DU2162'FEET WEST-NORTHWEST.
 DU2162'
 DU2162'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED GERM
 DU2162'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2162'35 FEET WEST OF THE CENTERLINE OF STATE ROUTE 87-93.
 DU2162'
 DU2162'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED GERM
 DU2162'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2162'35 FEET WEST OF THE CENTERLINE OF STATE ROUTE 87-93.
 DU2162'
 DU2162'TO REACH THE STATION FROM DOWNTOWN CHANDLER, TRAVEL SOUTH ON
 DU2162'STATE HWY. 87-93 FOR 2 MILES TO GERMANN RD. AND THE STATION
 DU2162'JUST SOUTH OF THE INTERSECTION AND ON THE WEST SIDE OF STATE
 DU2162'ROUTE 87-93.
 DU2162'
 DU2162'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2162
 DU2162                          STATION RECOVERY (1979)
 DU2162
 DU2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2162'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS ORIGINALLY
 DU2162'DESCRIBED.  ALL THREE MONUMENTS APPEAR TO HAVE BEEN SCRAPED
 DU2162'BY MACHINERY.
 DU2162'
 DU2162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2162'2.2 MILES SOUTH OF CHANDLER.
 DU2162
 DU2162                          STATION RECOVERY (1986)
 DU2162
 DU2162'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU2162'THE STATION WAS RECOVERED AT THIS DATE.
 DU2162'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU2162'DESCRIPTION WAS ADEQUATE.
 DU2162
 DU2162                          STATION RECOVERY (2006)
 DU2162
 DU2162'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2162'THE ADJUSTED COORDINATES POINT TO SOUTH BOUND LANES OF WIDENED STATE
 DU2162'HIGHWAY 87 (ARIZONA AVENUE). NO WITNESS POST WAS LOCATED.
 DU2162
 DU2162                          STATION RECOVERY (2007)
 DU2162
 DU2162'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2162'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU2162'MARK. THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED AREA IS UNDER THE
 DU2162'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1106 ***********************************************************************
 DU1106  DESIGNATION -  GERON
 DU1106  PID         -  DU1106
 DU1106  STATE/COUNTY-  AZ/GRAHAM
 DU1106  USGS QUAD   -  GERONIMO (1989)
 DU1106
 DU1106                         *CURRENT SURVEY CONTROL
 DU1106  ___________________________________________________________________
 DU1106* NAD 83(1992)-  33 05 10.26396(N)    110 03 23.32221(W)     ADJUSTED  
 DU1106* NAVD 88     -       808.863  (meters)    2653.74   (feet)  ADJUSTED  
 DU1106  ___________________________________________________________________
 DU1106  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DU1106  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1106  DYNAMIC HT  -         807.758 (meters)    2650.12  (feet)  COMP
 DU1106  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 DU1106
 DU1106  HORZ ORDER  -  FIRST
 DU1106  VERT ORDER  -  FIRST     CLASS II
 DU1106
 DU1106.The horizontal coordinates were established by classical geodetic methods
 DU1106.and adjusted by the National Geodetic Survey in August 1993.
 DU1106
 DU1106.The orthometric height was determined by differential leveling
 DU1106.and adjusted in June 1991.
 DU1106
 DU1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1106
 DU1106.The geoid height was determined by GEOID03.
 DU1106
 DU1106.The dynamic height is computed by dividing the NAVD 88
 DU1106.geopotential number by the normal gravity value computed on the
 DU1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1106.degrees latitude (g = 980.6199 gals.).
 DU1106
 DU1106.The modeled gravity was interpolated from observed gravity values.
 DU1106
 DU1106;                    North         East     Units Scale Factor Converg.
 DU1106;SPC AZ E     -   231,314.290   223,646.399   MT  0.99990130   +0 03 36.5
 DU1106;SPC AZ E     -   758,905.15    733,748.03   iFT  0.99990130   +0 03 36.5
 DU1106;UTM  12      - 3,661,237.241   588,055.686   MT  0.99969560   +0 30 54.4
 DU1106
 DU1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1106!SPC AZ E     -   0.99987727  x   0.99990130  =   0.99977858
 DU1106!UTM  12      -   0.99987727  x   0.99969560  =   0.99957291
 DU1106
 DU1106|---------------------------------------------------------------------|
 DU1106| PID    Reference Object                     Distance      Geod. Az  |
 DU1106|                                                           dddmmss.s |
 DU1106| DU1107 GERON RM 1                           13.255 METERS 09546     |
 DU1106| CD2933 GERON AZ MK                                        1624030.6 |
 DU1106| CS6059 STA BL 2                             20.337 METERS 19724     |
 DU1106| DU1954 STA BL 2                             20.349 METERS 19729     |
 DU1106| DU1953 T4S R22E SEC 14 EB 1/2 M WMIR        20.444 METERS 19817     |
 DU1106| CS6058 T4S R22E SEC 14 EB 1/2 M WMIR        20.508 METERS 19821     |
 DU1106|---------------------------------------------------------------------|
 DU1106
 DU1106                          SUPERSEDED SURVEY CONTROL
 DU1106
 DU1106  NAD 83(1986)-  33 05 10.25945(N)    110 03 23.32215(W) AD(       ) 1
 DU1106  NAD 27      -  33 05 10.05100(N)    110 03 21.01400(W) AD(       ) 1
 DU1106  NGVD 29 (06/21/91)  808.18   (m)         2651.5    (f) LEVELING    3  
 DU1106
 DU1106.Superseded values are not recommended for survey control.
 DU1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1106.See file dsdata.txt to determine how the superseded data were derived.
 DU1106
 DU1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8805661237(NAD 83)
 DU1106_MARKER: DS = TRIANGULATION STATION DISK
 DU1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1106_SP_SET: CONCRETE POST
 DU1106_STAMPING: GERON 1945
 DU1106_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1106+STABILITY: SURFACE MOTION
 DU1106
 DU1106  HISTORY     - Date     Condition        Report By
 DU1106  HISTORY     - 1945     MONUMENTED       CGS
 DU1106  HISTORY     - 1979     GOOD             NGS
 DU1106  HISTORY     - 1985     GOOD             AZDT
 DU1106  HISTORY     - 20081009 GOOD             GEOCAC
 DU1106
 DU1106                          STATION DESCRIPTION
 DU1106
 DU1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1106'STATION IS LOCATED AT THE E BOUNDARY OF THE SAN CARLOS INDIAN
 DU1106'RESERVATION, ABOUT 4-1/2 MILES (AIR LINE) SE OF BYLAS, AND 1-1/2
 DU1106'MILES NW OF GERONIMO.
 DU1106'
 DU1106'TO REACH STATION FROM THE POST OFFICE IN BYLAS, GO SE ON U.S.
 DU1106'HIGHWAY 70 FOR 5.1 MILES TO CATTLE GUARD AND RESERVATION FENCE
 DU1106'LINE.  CROSS CATTLE GUARD AND TURN RIGHT OFF HIGHWAY ALONG THE
 DU1106'FENCE FOR 194 FEET TO STATION.
 DU1106'
 DU1106'STATION IS LOCATED 194 FEET SSE OF THE S CATTLE GUARD POST ON
 DU1106'U.S. HIGHWAY 70, 150-1/2 FEET SW OF THE CENTER LINE OF U.S.
 DU1106'HIGHWAY 70, AND 20-1/2 FEET ENE OF A 4-INCH SQUARE WHITE
 DU1106'WITNESS POST WHICH IS SET IN THE N-S RESERVATION FENCE LINE.
 DU1106'IT IS MARKED BY A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1106'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  STAMPED GERON
 DU1106'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 DU1106'CONCRETE.
 DU1106'
 DU1106'REFERENCE MARK 1 IS E OF THE STATION AND IS AT ABOUT THE SAME
 DU1106'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1106'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  STAMPED GERON
 DU1106'NO 1 1945.
 DU1106'
 DU1106'THE P-D CORP. TRIANGULATION STATION IS SSW OF THE STATION
 DU1106'AND 1.7 FEET HIGHER.  IT IS 2-1/2 FEET N OF AN E-W FENCE AND
 DU1106'1 FOOT E OF A N-S FENCE.  IT IS MARKED BY A P-D CORP. SHEET
 DU1106'METAL TRIANGULATION STATION MARK SET IN A SQUARE CONCRETE POST
 DU1106'WHICH PROJECTS 7 INCHES ABOVE THE GROUND AND IS STAMPED STA.
 DU1106'B.L. 2 P-D CORP. 1943.
 DU1106'
 DU1106'THE G.L.O. MARK IS SSW OF THE STATION AND 2.8 FEET HIGHER.  IT
 DU1106'IS 2-1/2 FEET N OF A FENCE CORNER.  IT IS MARKED BY A STANDARD
 DU1106'G.L.O. QUARTER CORNER SET ON A 1-INCH IRON PIPE WHICH PROJECTS
 DU1106'1-1/2 FEET ABOVE THE GROUND AND IS STAMPED EB WMR 1/2 M T4S R22E
 DU1106'S14 1915.
 DU1106'
 DU1106'AZIMUTH MARK IS 1/4 MILE SSE OF THE STATION, 9-1/2 FEET SSW OF
 DU1106'A 4 INCH SQUARE WHITE WITNESS POST, AND ABOUT 4 FEET BELOW
 DU1106'THE BASE OF THE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 DU1106'IN THE ESE END OF A CONCRETE RAILROAD CULVERT HEADWALL (NO.
 DU1106'1165.44).  IT IS STAMPED GERON 1945.
 DU1106
 DU1106                          STATION RECOVERY (1979)
 DU1106
 DU1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1106'6.2 KM SE FROM BYLAS.
 DU1106'6.2 KILOMETERS (3.9 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1106'POST OFFICE IN BYLAS, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY
 DU1106'MILE POST 300, 48.0 METERS (157 FEET) SOUTHWEST OF THE CENTERLINE
 DU1106'OF THE HIGHWAY AND 6.2 METERS (20 FEET) EAST OF A NORTH-SOUTH FENCE
 DU1106'LINE ON THE EAST BORDER OF THE APACHE INDIAN RESERVATION.
 DU1106'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1106
 DU1106                          STATION RECOVERY (1985)
 DU1106
 DU1106'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DU1106'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1945.  A NEW
 DU1106'ROUTE TO THE STATION FOLLOWS.
 DU1106'
 DU1106'TO REACH THE STATION FROM THE TRADING POST IN GERONIMO TRAVEL
 DU1106'NORTHWEST ALONG U.S. HIGHWAY 70 FOR 1.5 MILES TO MILE POST 300.15 AND
 DU1106'A WIRE GATE ON THE LEFT.  PASS THROUGH GATE AND BARE RIGHT FOR ABOUT
 DU1106'100 FEET TO THE STATION.
 DU1106
 DU1106                          STATION RECOVERY (2008)
 DU1106
 DU1106'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1106'RECOVERED IN GOOD CONDITION, AND AS DESCRIBED WITH THE EXCEPTION THAT
 DU1106'THE AREA IS BEING SILTED IN FROM RUNOFF AND THE MARK IS NOW THREE
 DU1106'INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1107 ***********************************************************************
 DU1107  DESIGNATION -  GERON RM 1
 DU1107  PID         -  DU1107
 DU1107  STATE/COUNTY-  AZ/GRAHAM
 DU1107  USGS QUAD   -  GERONIMO (1989)
 DU1107
 DU1107                         *CURRENT SURVEY CONTROL
 DU1107  ___________________________________________________________________
 DU1107* NAD 83(1992)-  33 05 10.22068(N)    110 03 22.81368(W)     ADJUSTED  
 DU1107* NAVD 88     -       808.839  (meters)    2653.67   (feet)  ADJUSTED  
 DU1107  ___________________________________________________________________
 DU1107  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DU1107  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1107  DYNAMIC HT  -         807.734 (meters)    2650.04  (feet)  COMP
 DU1107  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 DU1107
 DU1107  HORZ ORDER  -  SECOND
 DU1107  VERT ORDER  -  FIRST     CLASS II
 DU1107
 DU1107.The horizontal coordinates were established by classical geodetic methods
 DU1107.and adjusted by the National Geodetic Survey in August 1993.
 DU1107
 DU1107.The orthometric height was determined by differential leveling
 DU1107.and adjusted in June 1991.
 DU1107
 DU1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1107
 DU1107.The geoid height was determined by GEOID03.
 DU1107
 DU1107.The dynamic height is computed by dividing the NAVD 88
 DU1107.geopotential number by the normal gravity value computed on the
 DU1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1107.degrees latitude (g = 980.6199 gals.).
 DU1107
 DU1107.The modeled gravity was interpolated from observed gravity values.
 DU1107
 DU1107;                    North         East     Units Scale Factor Converg.
 DU1107;SPC AZ E     -   231,312.971   223,659.587   MT  0.99990131   +0 03 36.8
 DU1107;SPC AZ E     -   758,900.82    733,791.30   iFT  0.99990131   +0 03 36.8
 DU1107;UTM  12      - 3,661,236.026   588,068.882   MT  0.99969563   +0 30 54.6
 DU1107
 DU1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1107!SPC AZ E     -   0.99987727  x   0.99990131  =   0.99977860
 DU1107!UTM  12      -   0.99987727  x   0.99969563  =   0.99957294
 DU1107
 DU1107                          SUPERSEDED SURVEY CONTROL
 DU1107
 DU1107  NAD 83(1986)-  33 05 10.21617(N)    110 03 22.81358(W) AD(       ) 2
 DU1107  NGVD 29 (06/21/91)  808.16   (m)         2651.4    (f) LEVELING    3  
 DU1107
 DU1107.Superseded values are not recommended for survey control.
 DU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1107.See file dsdata.txt to determine how the superseded data were derived.
 DU1107
 DU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8806961236(NAD 83)
 DU1107_MARKER: DR = REFERENCE MARK DISK
 DU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1107_SP_SET: CONCRETE POST
 DU1107_STAMPING: GERON NO 1 1945
 DU1107_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1107+STABILITY: SURFACE MOTION
 DU1107
 DU1107  HISTORY     - Date     Condition        Report By
 DU1107  HISTORY     - 1945     MONUMENTED       CGS
 DU1107  HISTORY     - 1979     GOOD             NGS
 DU1107
 DU1107                          STATION DESCRIPTION
 DU1107
 DU1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1107'6.2 KM SE FROM BYLAS.
 DU1107'6.2 KILOMETERS (3.9 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1107'POST OFFICE IN BYLAS, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY
 DU1107'MILE POST 300, 43.3 METERS (142 FEET) SOUTHWEST OF THE CENTERLINE OF
 DU1107'THE HIGHWAY AND 19.5 METERS (64 FEET) EAST OF A NORTH-SOUTH FENCE
 DU1107'LINE ON THE EAST BORDER OF THE APACHE INDIAN RESERVATION.
 DU1107'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0319 ***********************************************************************
 CF0319  DESIGNATION -  GERONIMO
 CF0319  PID         -  CF0319
 CF0319  STATE/COUNTY-  AZ/COCHISE
 CF0319  USGS QUAD   -  SKELETON CANYON (1987)
 CF0319
 CF0319                         *CURRENT SURVEY CONTROL
 CF0319  ___________________________________________________________________
 CF0319* NAD 83(1992)-  31 30 59.97009(N)    109 03 00.33140(W)     ADJUSTED  
 CF0319* NAVD 88     -      1939.0    (meters)    6362.     (feet)  VERTCON   
 CF0319  ___________________________________________________________________
 CF0319  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CF0319  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CF0319  HORZ ORDER  -  FIRST
 CF0319
 CF0319.The horizontal coordinates were established by classical geodetic methods
 CF0319.and adjusted by the National Geodetic Survey in August 1993.
 CF0319
 CF0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0319
 CF0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0319
 CF0319.The geoid height was determined by GEOID03.
 CF0319
 CF0319;                    North         East     Units Scale Factor Converg.
 CF0319;SPC AZ E     -    57,818.433   319,410.830   MT  1.00003867   +0 35 01.5
 CF0319;SPC AZ E     -   189,693.02  1,047,935.79   iFT  1.00003867   +0 35 01.5
 CF0319;UTM  12      - 3,488,510.331   685,155.176   MT  1.00002285   +1 01 10.6
 CF0319
 CF0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0319!SPC AZ E     -   0.99969975  x   1.00003867  =   0.99973841
 CF0319!UTM  12      -   0.99969975  x   1.00002285  =   0.99972260
 CF0319
 CF0319|---------------------------------------------------------------------|
 CF0319| PID    Reference Object                     Distance      Geod. Az  |
 CF0319|                                                           dddmmss.s |
 CF0319| CC7437 GERONIMO RM 1                         6.380 METERS 06322     |
 CF0319| CF0320 T22S R32E SEC 14 1/4 COR AZ NM       35.997 METERS 16738     |
 CF0319| CS7403 GERONIMO E 1/4 14/32S/32E            36.000 METERS 16754     |
 CF0319| CC7436 GERONIMO AZ MK                                     1692708.5 |
 CF0319| CC7438 GERONIMO RM 2                         6.070 METERS 33742     |
 CF0319|---------------------------------------------------------------------|
 CF0319
 CF0319                          SUPERSEDED SURVEY CONTROL
 CF0319
 CF0319  NAD 83(1986)-  31 30 59.97028(N)    109 03 00.31679(W) AD(       ) 1
 CF0319  NAD 27      -  31 30 59.60800(N)    109 02 58.11600(W) AD(       ) 1
 CF0319  NGVD 29 (07/19/86) 1938.0    (m)         6358.     (f) VERT ANG    3  
 CF0319
 CF0319.Superseded values are not recommended for survey control.
 CF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0319.See file dsdata.txt to determine how the superseded data were derived.
 CF0319
 CF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV8515588510(NAD 83)
 CF0319_MARKER: DS = TRIANGULATION STATION DISK
 CF0319_SETTING: 80 = SET IN A BOULDER
 CF0319_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0319
 CF0319  HISTORY     - Date     Condition        Report By
 CF0319  HISTORY     - 1938     MONUMENTED       CGS
 CF0319  HISTORY     - 1957     GOOD             USGS
 CF0319  HISTORY     - 1958     GOOD             AMS
 CF0319  HISTORY     - 1964     GOOD             CGS
 CF0319
 CF0319                          STATION DESCRIPTION
 CF0319
 CF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0319'ABOUT 11 MILES NW OF CLOVERDALE, N. MEX., AND ABOUT 15 MILES
 CF0319'E OF BERNARDINO, ARIZ.  STATION IS LOCATED ON THE ARIZONA-NEW
 CF0319'MEXICO STATE LINE ABOUT 2 MILES N OF THE DEDICATORY MONUMENT
 CF0319'ON THE STATE LINE WHERE IT CROSSES THE GERONIMO TRAIL.  STATION
 CF0319'IS LOCATED ON AN E-W RIDGE WHICH IS THE SECOND RIDGE N OF THE
 CF0319'HIGHWAY AND IS ABOUT 1/4 MILE E OF THE HIGHEST POINT OF THE
 CF0319'RIDGE.  IT IS ABOUT 100 YARDS N OF AN E-W FENCE AND ABOUT
 CF0319'1/4 MILE ENE OF A FENCE CORNER.
 CF0319'
 CF0319'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0319'DISKS SET IN A BOULDER.
 CF0319'
 CF0319'TO REACH THE STATION FROM DOUGLAS, ARIZ., GO E ON THE GERONIMO
 CF0319'TRAIL FROM THE INTERSECTION WITH U.S. HIGHWAY 80 FOR 22.0
 CF0319'MILES.  THENCE TAKE THE LEFT FORK, THE GERONIMO TRAIL, AND CONTINUE
 CF0319'NORTHEASTERLY FOR 14.0 MILES TO THE STATE LINE BETWEEN ARIZONA
 CF0319'AND NEW MEXICO AT THE DEDICATORY MONUMENT ON THE N SIDE OF
 CF0319'THE ROAD.  THENCE CONTINUE ON FOR 0.7 MILE TO THE END OF TRUCK
 CF0319'TRAVEL.  FROM HERE PACK UP THE STEEP ROCKY SLOPE TO THE NW
 CF0319'FOR ABOUT 1/2 MILE TO A SADDLE AT THE TOP OF THE RIDGE.  THE
 CF0319'STATION IS ON THE FIRST RIDGE TO THE N.  GO ACROSS A SMALL
 CF0319'CANYON AND UP THE N SIDE TO THE TOP AND THE STATION SITE.
 CF0319'
 CF0319'REFERENCE MARK NO. 1 IS ENE AND ABOUT 1 FOOT LOWER IN ELEVATION.
 CF0319'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND AT ABOUT THE
 CF0319'SAME ELEVATION.
 CF0319'
 CF0319'THE AZIMUTH MARK IS SXE OF THE STATION AND ABOUT 200 FEET
 CF0319'LOWER IN ELEVATION.  IT IS ABOUT 0.2 MILE DISTANT AND ABOUT
 CF0319'75 YARDS N OF THE SADDLE ON THE FIRST RIDGE AND ABOUT 30 FEET
 CF0319'N OF A DEAD TREE.  THERE IS A G.L.O. DISK STAMPED 1/4 S 14
 CF0319'NEW MEXICO SXE OF THE STATION AND ABOUT 50 FEET LOWER IN
 CF0319'ELEVATION.
 CF0319
 CF0319                          STATION RECOVERY (1957)
 CF0319
 CF0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0319'RECOVERED AS DISCRIBED BY NGS IN 1938 IN DESCRIPTION LIST
 CF0319'31 109 1, STATION 1005.  ALL MARKS IN GOOD CONDITION.
 CF0319
 CF0319                          STATION RECOVERY (1958)
 CF0319
 CF0319'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0319'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0319'
 CF0319'THE STATION IS LOCATED 11 FEET N OF S EDGE OF RIDGE.  70 FEET
 CF0319'E OF LONE TREE.  106 FEET W OF ROCK PILE.  52 FEET NNW OF CENTER
 CF0319'OF LONE TREE ON SIDE OF HILL.
 CF0319
 CF0319                          STATION RECOVERY (1964)
 CF0319
 CF0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CF0319'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CF0319'IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH THE
 CF0319'STATION FOLLOWS.
 CF0319'
 CF0319'TO REACH THE STATION FROM THE POST OFFICE IN ANIMAS, GO SOUTH
 CF0319'ON STATE ROAD 338 FOR 25.8 MILES TO A RANCH ON THE RIGHT.
 CF0319'CONTINUE SOUTH ON THE STATE ROAD FOR 3.0 MILES.  TAKE THE RIGHT
 CF0319'FORK AS PER SIGN DOUGLAS 54 MI AND GO WESTERLY FOR 5.5 MILES
 CF0319'TO A REVERSE Y FORK.  CONTINUE WESTERLY, WINDING UPHILL, FOR
 CF0319'4.7 MILES TO THE HIGHEST POINT IN THE SADDLE AND THE END OF
 CF0319'TRUCK TRAVEL.  PACK NORTHWESTERLY UP THE RIDGE FOR ABOUT
 CF0319'300 YARDS TO THE TOP OF THE RIDGE.  PACK WEST ALONG THE RIDGE
 CF0319'FOR ABOUT 100 YARDS.  THEN BREAK LEFT, AT THE SADDLE,
 CF0319'DOWNHILL AND WESTERLY ACROSS A LOW RAVINE AND BACK UP ALONG
 CF0319'THE RIDGE FOR ABOUT 0.4 MILE TO THE STATION WHICH IS ABOUT 150
 CF0319'YARDS EAST OF THE HIGHEST PART OF THE RIDGE.  IT IS ABOUT
 CF0319'75 FEET LOWER THAN THE HIGHEST POINT.
 CF0319'
 CF0319'PACKING TIME FOR AN OBSERVING PARTY IS ABOUT 1 HOUR AND 10
 CF0319'MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0538 ***********************************************************************
 ER0538  DESIGNATION -  GERONIMO
 ER0538  PID         -  ER0538
 ER0538  STATE/COUNTY-  AZ/APACHE
 ER0538  USGS QUAD   -  SORREL HORSE MESA (1982)
 ER0538
 ER0538                         *CURRENT SURVEY CONTROL
 ER0538  ___________________________________________________________________
 ER0538* NAD 83(1992)-  34 54 39.66279(N)    109 41 26.21245(W)     ADJUSTED  
 ER0538* NAVD 88     -      1819.     (meters)    5968.     (feet)  SCALED    
 ER0538  ___________________________________________________________________
 ER0538  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 ER0538  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ER0538  HORZ ORDER  -  SECOND
 ER0538
 ER0538.The horizontal coordinates were established by classical geodetic methods
 ER0538.and adjusted by the National Geodetic Survey in August 1993.
 ER0538
 ER0538.The orthometric height was scaled from a topographic map.
 ER0538
 ER0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0538
 ER0538.The geoid height was determined by GEOID03.
 ER0538
 ER0538;                    North         East     Units Scale Factor Converg.
 ER0538;SPC AZ E     -   433,806.926   256,860.741   MT  0.99992331   +0 16 20.8
 ER0538;SPC AZ E     - 1,423,251.07    842,718.97   iFT  0.99992331   +0 16 20.8
 ER0538;UTM  12      - 3,863,957.616   619,616.412   MT  0.99977634   +0 44 58.0
 ER0538
 ER0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0538!SPC AZ E     -   0.99971830  x   0.99992331  =   0.99964163
 ER0538!UTM  12      -   0.99971830  x   0.99977634  =   0.99949471
 ER0538
 ER0538|---------------------------------------------------------------------|
 ER0538| PID    Reference Object                     Distance      Geod. Az  |
 ER0538|                                                           dddmmss.s |
 ER0538| CD2936 GERONIMO RM 1                         3.825 METERS 08024     |
 ER0538| CD2935 GERONIMO AZ MK RESET                               1412841.0 |
 ER0538| CD2937 GERONIMO RM 2                         6.623 METERS 15739     |
 ER0538| CD2934 GERONIMO AZ MK                                     2233458.6 |
 ER0538|---------------------------------------------------------------------|
 ER0538
 ER0538                          SUPERSEDED SURVEY CONTROL
 ER0538
 ER0538  NAD 83(1986)-  34 54 39.65615(N)    109 41 26.21380(W) AD(       ) 2
 ER0538  NAD 27      -  34 54 39.55700(N)    109 41 23.81200(W) AD(       ) 2
 ER0538
 ER0538.Superseded values are not recommended for survey control.
 ER0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0538.See file dsdata.txt to determine how the superseded data were derived.
 ER0538
 ER0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1961663958(NAD 83)
 ER0538_MARKER: DD = SURVEY DISK
 ER0538_SETTING: 80 = SET IN A BOULDER
 ER0538_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ER0538
 ER0538  HISTORY     - Date     Condition        Report By
 ER0538  HISTORY     - 1936     MONUMENTED       USGS
 ER0538  HISTORY     - 1959     GOOD             CGS
 ER0538  HISTORY     - 1959     GOOD             CGS
 ER0538  HISTORY     - 1972     GOOD             AZHD
 ER0538
 ER0538                          STATION DESCRIPTION
 ER0538
 ER0538'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JDT)
 ER0538'THE STATION IS A U.S. GEOLOGICAL SURVEY STATION ON A PROMINENT
 ER0538'MALAPOIS BUTTE KNOWN LOCALLY AS BLACK BUTTE, ABOUT 26 MILES
 ER0538'EAST OF HOLBROOK AND 13 MILES SOUTH-SOUTHEAST OF DESERT VIEW PARK.
 ER0538'
 ER0538'TO REACH FROM HOLBROOK, GO EAST ON U.S. HIGHWAY 66 FOR 23.7
 ER0538'MILES TO INTERSECTION OF HIGHWAY 66 AND PAVED ROAD SOUTH
 ER0538'TO PETRIFIED FOREST, TURN RIGHT (SOUTH) AND GO 10.0 MILES TO
 ER0538'A WOODEN BRIDGE ACROSS WASH, CONTINUE 0.05 MILE AND TURN OFF
 ER0538'THE LEFT AT TWO WINDMILLS.  BLACK BUTTE IS THE PROMINENT
 ER0538'BUTTE TO THE EAST.  PICK UP DIM ROAD AT FENCE CORNER SOUTH OF
 ER0538'WINDMILLS AND GO 2.3 MILES IN A SOUTHERLY DIRECTION TO WOODEN
 ER0538'GATE AT T-FENCE CORNER, PASS THROUGH GATE AND FOLLOW ROAD FOR
 ER0538'1.7 MILES TO TOP OF GENTLE RISE AND WASHED-OUT DAM TO LEFT,
 ER0538'FROM HERE THE BUTTE CAN BE SEEN TO THE NORTHEAST, TURN LEFT AND
 ER0538'GO ACROSS COUNTRY ABOUT 4 MILES TO NORTHEAST CORNER OF
 ER0538'BUTTE, DRIVE SOUTHWEST UP BUTTE TO SOUTHWEST CORNER AND
 ER0538'STATION, 9 FEET WEST OF ROCK CAIRN.  MARK IS FLUSH.
 ER0538'
 ER0538'STATION MARK AND REFERENCE MARKS ARE STANDARD U.S. GEOLOGICAL
 ER0538'SURVEY MARKS SET IN ROCK, WITH NO NAMES STAMPED ON MARK.
 ER0538'AZIMUTH MARK IS SET AS DESCRIBED.  THERE IS NO
 ER0538'UNDERGROUND MARK.
 ER0538
 ER0538                          STATION RECOVERY (1959)
 ER0538
 ER0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0538'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 ER0538'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 ER0538'WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK WAS
 ER0538'ESTABLISHED.  DIFFERENCES IN THE HORIZONTAL DISTANCES AND
 ER0538'HORIZONTAL DIRECTION TO THE REFERENCE MARKS WAS FOUND.
 ER0538'
 ER0538'THE STATION IS ABOUT 13 MILES EAST OF HOLBROOK ON A PROMINENT
 ER0538'BUTTE LOCALLY KNOWN AS BLACK BUTTE.
 ER0538'
 ER0538'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK GO
 ER0538'SOUTHEAST ON U.S. HIGHWAY 260 FOR 18.0 MILES TO THE ENTRANCE TO
 ER0538'THE PETRIFIED NATIONAL FOREST ON THE LEFT.  CONTINUE SOUTHEAST
 ER0538'ON U.S. HIGHWAY 260 FOR 5.9 MILES TO A SIDE ROAD LEFT AT A
 ER0538'CORRAL, TURN LEFT ON THE WEST SIDE OF THE CORRAL AND GO NORTH
 ER0538'ON THE GRADED ROAD FOR 4.7 MILES TO THE RESIDENCE OF MR. A.L.
 ER0538'GREER.  AFTER OBTAINING PERMISSION TO TRAVEL ON MR. GREERS
 ER0538'LAND PASS THRU THE GATE THAT IS NORTHWEST OF THE HOUSE AND
 ER0538'JUST SOUTHWEST OF THE BARN AND GO NORTH ALONG THE WEST SIDE OF
 ER0538'THE BARNYARD TO A FORK JUST NORTH OF THE BARNYARD.  HERE
 ER0538'TAKE LEFT FORK AND FOLLOW TRACK ROAD NORTH FOR 2.4 MILES TO A
 ER0538'FORK, TAKE LEFT FORK AND GO NORTHWEST AND NORTH FOR 0.2 MILE
 ER0538'TO A GATE AT A JOG IN A NORTH-SOUTH FENCE.  PASS THRU GATE AND
 ER0538'FOLLOW TRACK ROAD EAST AND NORTHEAST FOR 1.0 MILE TO A
 ER0538'CROSSROAD, JUST NORTHWEST OF AN EARTH TANK.  CONTINUE NORTHEAST
 ER0538'ON THE TRACK ROAD FOR 2.8 MILES TO A FORK AND THE AZIMUTH
 ER0538'MARK IN THE FORK FORMED BY THE TWO TRACK ROADS.  TAKE LEFT
 ER0538'FORK FROM THE AZIMUTH MARK AND GO NORTHWEST AND NORTH FOR
 ER0538'1.0 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND FOLLOW THE
 ER0538'TRACK ROAD WEST FOR 0.75 MILE TO THE SUMMIT OF THE BUTTE AND
 ER0538'STATION.
 ER0538'
 ER0538'THE STATION MARK, STAMPED GERONIMO 1933, IS A STANDARD U.S.G.S.
 ER0538'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ER0538'PROJECTS 4 INCHES.  IT IS 9-1/2 FEET WEST OF A CAIRN.
 ER0538'
 ER0538'REFERENCE MARK 1, STAMPED NO 1, IS A STANDARD U.S.G.S. REFERENCE
 ER0538'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ER0538'4 INCHES.  IT IS 10 FEET NORTH OF THE CAIRN.
 ER0538'
 ER0538'REFERENCE MARK 2, STAMPED NO 2, IS A STANDARD U.S.G.S. REFERENCE
 ER0538'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ER0538'4 INCHES.  IT IS 13-1/2 FEET SOUTHEAST OF THE CAIRN.
 ER0538'
 ER0538'THE AZIMUTH MARK, STAMPED GERONIMO 1936 RESET 1959, IS A STANDARD
 ER0538'DISK SET IN CONCRETE IN THE TOP OF A 3-INCH IRON PIPE THAT IS
 ER0538'SET IN A CONCRETE BASE.  THE PIPE PROJECTS 18 INCHES.  IT IS
 ER0538'15 FEET WEST OF THE CENTER OF THE TRACK ROAD THAT LEADS TO A LARGE
 ER0538'METAL TANK, 15 FEET EAST OF THE CENTER OF THE TRACK ROAD THAT
 ER0538'LEADS TO THE STATION AND 3.3 FEET NORTHWEST OF THE WITNESS POST.
 ER0538
 ER0538                          STATION RECOVERY (1959)
 ER0538
 ER0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ER0538'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ER0538'CONDITION, (WITH THE EXCEPTION OF THE AZIMUTH MARK, WHICH WAS
 ER0538'NOT SEARCHED FOR AT THIS TIME).  A NEW DESCRIPTION FOLLOWS.
 ER0538'
 ER0538'THE STATION IS LOCATED ON A PROMINENT DARK BUTTE, KNOWN LOCALLY
 ER0538'AS BLACK BLUFF.  IT IS ABOUT 26 MILES EAST OF HOLBROOK, ABOUT 6
 ER0538'MILES EAST OF STATE HIGHWAY 63, AND IS LOCATED IN THE SOUTHEAST
 ER0538'QUARTER OF SECTION 33, TOWNSHIP 18 NORTH, RANGE 25 EAST.
 ER0538'
 ER0538'TO REACH THE STATION FROM THE VISITOR CENTER AND ADMINISTRATION
 ER0538'BUILDING* IN THE PETRIFIED FOREST NATIONAL MONUMENT GO NORTHEAST
 ER0538'AND NORTHERLY ON STATE HIGHWAY 63 FOR 9.8 MILES TO A DIRT SIDE
 ER0538'ROAD RIGHT ABOUT 0.1 MILE BEFORE REACHING A HIGHWAY SURFACING
 ER0538'MATERIALS MIXING AND STORAGE AREA ON THE RIGHT.  TURN SHARP
 ER0538'RIGHT AND GO SOUTHEAST ON A DIRT ROAD FOR 2.05 MILES TO A LOCKED
 ER0538'GATE** AT THE INTERSECTION OF TWO FENCES.  PASS THROUGH THE
 ER0538'GATE (BOTH FENCES) AND CONTINUE SOUTHEASTERLY ON THE SAME ROAD
 ER0538'FOR 2.45 MILES TO A SIDE ROAD LEFT AND A STOCK POND ON THE
 ER0538'LEFT.  TURN LEFT AND GO NORTH ALONG THE DAM OF THE STOCK
 ER0538'POND AND THEN NORTHEASTERLY FOR 0.95 MILE TO A FORK.  TAKE THE
 ER0538'RIGHT FORK AND GO EAST FOR 0.05 MILE TO A FORK.  TAKE THE LEFT
 ER0538'FORK AND CONTINUE STRAIGHT AHEAD, EAST, ON THE MAIN ROAD FOR 0.1
 ER0538'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY
 ER0538'FOR 0.75 MILE TO A FORK AT A STOCK POND.  TAKE THE LEFT FORK
 ER0538'AND GO NORTH AROUND THE POND DAM FOR 0.2 MILE TO A FORK.  TAKE
 ER0538'THE LEFT FORK AND GO NORTHEAST AND THEN EASTERLY FOR 2.6
 ER0538'MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON
 ER0538'THE MAIN ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 ER0538'AND GO NORTH ON A DIM TRACK ROAD LEADING PAST THE EAST
 ER0538'SIDE OF THE STATION HILL FOR ABOUT 1.0 MILE.  AT THIS POINT
 ER0538'TURN LEFT OFF THE ROAD AND FOLLOW DIM TRACKS ACROSS COUNTRY
 ER0538'WEST AND SOUTHWEST FOR ABOUT 0.7 MILE TO THE TOP OF THE
 ER0538'HILL AND THE STATION AT THE HIGHEST POINT.
 ER0538'
 ER0538'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 ER0538'STAMPED GERONIMO 1933 CEMENTED IN A DRILL HOLE IN A 3 BY 4-FEET
 ER0538'PORTION OF OUTCROPPING BEDROCK, AND PROJECTS 4 INCHES.  IT IS
 ER0538'ABOUT 9 FEET WEST OF A LARGE CAIRN.
 ER0538'
 ER0538'REFERENCE MARK NUMBER 1 IS A STANDARD U.S. GEOLOGICAL SURVEY
 ER0538'REFERENCE MARK DISK STAMPED NO 1 CEMENTED IN A DRILL HOLE IN AN
 ER0538'OUTCROPPING LEDGE OF BEDROCK, AND PROJECTS 4 INCHES.  IT IS ABOUT
 ER0538'2 FEET HIGHER IN ELEVATION THAN THE STATION.
 ER0538'
 ER0538'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 ER0538'REFERENCE MARK DISK STAMPED NO 2 CEMENTED IN A DRILL HOLE IN
 ER0538'AN OUTCROPPING LEDGE OF RIMROCK, AND PROJECTS ABOUT 3 FEET.  IT
 ER0538'IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 ER0538'
 ER0538'*THE PETRIFIED FOREST NATIONAL MONUMENT IS CLOSED BY LOCKED
 ER0538'GATES DURING THE HOURS OF DARKNESS.  A KEY MAY BE OBTAINED BY
 ER0538'APPLYING TO THE SUPERINTENDENT AT THE VISITOR CENTER AND
 ER0538'ADMINISTRATION BUILDING.
 ER0538'
 ER0538'**A KEY TO THIS LOCKED GATE MAY BE OBTAINED FROM MR. A.L. GREER,
 ER0538'THE LANDOWNER IMMEDIATELY EAST OF THE PETRIFIED FOREST NATIONAL
 ER0538'MONUMENT.  TO REACH MR. GREERS RANCH HEADQUARTERS FROM THE
 ER0538'VISITOR CENTER AND ADMINISTRATION BUILDING GO SOUTHWEST ON STATE
 ER0538'HIGHWAY FOR 0.4 MILE TO JUNCTION WITH U.S. HIGHWAY 260.  TURN
 ER0538'LEFT AND GO SOUTHEAST ON U.S. HIGHWAY 260 FOR 5.9 MILES TO A
 ER0538'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST, PAST SOME STOCK
 ER0538'PENS, ON A DIRT ROAD FOR 2.0 MILES TO A FORK.  TAKE THE LEFT
 ER0538'FORK AND GO NORTHERLY FOR 0.8 MILE TO A GATE.  PASS THROUGH THE
 ER0538'GATE AND CONTINUE NORTHERLY FOR 1.95 MILES TO THE RANCH
 ER0538'HEADQUARTERS.
 ER0538
 ER0538                          STATION RECOVERY (1972)
 ER0538
 ER0538'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0538'GENERAL LOCATION AS PER DESCRIPTION.
 ER0538'
 ER0538'TO REACH AS PER DESCRIPTION.
 ER0538'
 ER0538'STATION MARK RECOVERED AS PER DESCRIPTION.
 ER0538'
 ER0538'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ER0538'
 ER0538'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0414 ***********************************************************************
 CF0414  DESIGNATION -  GERONIMO MON
 CF0414  PID         -  CF0414
 CF0414  STATE/COUNTY-  AZ/COCHISE
 CF0414  USGS QUAD   -  APACHE (1987)
 CF0414
 CF0414                         *CURRENT SURVEY CONTROL
 CF0414  ___________________________________________________________________
 CF0414* NAD 83(1992)-  31 41 44.58219(N)    109 07 44.28477(W)     ADJUSTED  
 CF0414* NAVD 88     -      1339.0    (meters)    4393.     (feet)  VERTCON   
 CF0414  ___________________________________________________________________
 CF0414  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CF0414  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0414  HORZ ORDER  -  THIRD
 CF0414
 CF0414.The horizontal coordinates were established by classical geodetic methods
 CF0414.and adjusted by the National Geodetic Survey in August 1993.
 CF0414
 CF0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0414
 CF0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0414
 CF0414.The geoid height was determined by GEOID03.
 CF0414
 CF0414;                    North         East     Units Scale Factor Converg.
 CF0414;SPC AZ E     -    77,598.334   311,730.441   MT  1.00001931   +0 32 42.9
 CF0414;SPC AZ E     -   254,587.71  1,022,737.67   iFT  1.00001931   +0 32 42.9
 CF0414;UTM  12      - 3,508,230.618   677,324.350   MT  0.99998782   +0 58 59.9
 CF0414
 CF0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0414!SPC AZ E     -   0.99979395  x   1.00001931  =   0.99981326
 CF0414!UTM  12      -   0.99979395  x   0.99998782  =   0.99978178
 CF0414
 CF0414                          SUPERSEDED SURVEY CONTROL
 CF0414
 CF0414  NAD 83(1986)-  31 41 44.58071(N)    109 07 44.27026(W) AD(       ) 3
 CF0414  NGVD 29 (02/25/92) 1338.1    (m)         4390.     (f) VERT ANG    3  
 CF0414
 CF0414.Superseded values are not recommended for survey control.
 CF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0414.See file dsdata.txt to determine how the superseded data were derived.
 CF0414
 CF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7732408231(NAD 83)
 CF0414
 CF0414  HISTORY     - Date     Condition        Report By
 CF0414  HISTORY     - 1957     FIRST OBSERVED   USGS
 CF0414
 CF0414                          STATION DESCRIPTION
 CF0414
 CF0414'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CF0414'LOCATED ABOUT 24.5 MI N. OF US-MEXICO BORDER, 4.5 MI W. OF
 CF0414'AZ-NM STATE LINE, 0.3 MI NE. OF STORE IN APACHE, 50 FT SE.
 CF0414'OF U.S. HWY. 80.
 CF0414'
 CF0414'STATION MARK - - ROCK TOWER.
 CF0414'
 CF0414'SIGNAL - - ROCK TOWER.
 CF0414'
 CF0414'SIGNAL DATA - - TOP OF ROCK TOWER 16.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1952 ***********************************************************************
 DU1952  DESIGNATION -  GERONIMO S P WATER TANK
 DU1952  PID         -  DU1952
 DU1952  STATE/COUNTY-  AZ/GRAHAM
 DU1952  USGS QUAD   -  GERONIMO (1989)
 DU1952
 DU1952                         *CURRENT SURVEY CONTROL
 DU1952  ___________________________________________________________________
 DU1952* NAD 83(1992)-  33 04 37.20731(N)    110 02 08.15625(W)     ADJUSTED  
 DU1952* NAVD 88     -              **(meters)            **(feet)            
 DU1952  ___________________________________________________________________
 DU1952  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DU1952  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1952  HORZ ORDER  -  THIRD
 DU1952
 DU1952.The horizontal coordinates were established by classical geodetic methods
 DU1952.and adjusted by the National Geodetic Survey in August 1993.
 DU1952
 DU1952
 DU1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1952
 DU1952.The geoid height was determined by GEOID03.
 DU1952
 DU1952;                    North         East     Units Scale Factor Converg.
 DU1952;SPC AZ E     -   230,298.248   225,596.828   MT  0.99990185   +0 04 17.5
 DU1952;SPC AZ E     -   755,571.68    740,147.07   iFT  0.99990185   +0 04 17.5
 DU1952;UTM  12      - 3,660,236.920   590,013.721   MT  0.99969990   +0 31 34.9
 DU1952
 DU1952                          SUPERSEDED SURVEY CONTROL
 DU1952
 DU1952  NAD 83(1986)-  33 04 37.19389(N)    110 02 08.15904(W) AD(       ) 4
 DU1952  NAD 27      -  33 04 36.99000(N)    110 02 05.85000(W) AD(       ) 3
 DU1952
 DU1952.Superseded values are not recommended for survey control.
 DU1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1952.See file dsdata.txt to determine how the superseded data were derived.
 DU1952
 DU1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9001460237(NAD 83)
 DU1952_MARKER: 51 = TANK
 DU1952
 DU1952  HISTORY     - Date     Condition        Report By
 DU1952  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1952
 DU1952                          STATION DESCRIPTION
 DU1952
 DU1952'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI0647 ***********************************************************************
 DI0647  PACS        -  This is a Primary Airport Control Station.
 DI0647  DESIGNATION -  GEU A
 DI0647  PID         -  DI0647
 DI0647  STATE/COUNTY-  AZ/MARICOPA
 DI0647  USGS QUAD   -  EL MIRAGE (1982)
 DI0647
 DI0647                         *CURRENT SURVEY CONTROL
 DI0647  ___________________________________________________________________
 DI0647* NAD 83(1992)-  33 31 35.41220(N)    112 17 38.38576(W)     ADJUSTED  
 DI0647* NAVD 88     -       318.16   (meters)    1043.8    (feet)  GPS OBS   
 DI0647  ___________________________________________________________________
 DI0647  X           -  -2,019,210.126 (meters)                     COMP
 DI0647  Y           -  -4,924,812.901 (meters)                     COMP
 DI0647  Z           -   3,502,944.180 (meters)                     COMP
 DI0647  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DI0647  ELLIP HEIGHT-         287.853 (meters)          (06/28/06) ADJUSTED
 DI0647  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DI0647  HORZ ORDER  -  B
 DI0647  ELLP ORDER  -  FOURTH    CLASS II
 DI0647
 DI0647.This mark is at Glendale Mun Airport (GEU)
 DI0647
 DI0647.The horizontal coordinates were established by GPS observations
 DI0647.and adjusted by the DAVID EVANS + ASSOC in June 2006.
 DI0647
 DI0647.The orthometric height was determined by GPS observations and a
 DI0647.high-resolution geoid model.
 DI0647
 DI0647.GPS derived orthometric heights for airport stations designated as
 DI0647.PACS or SACS are published to 2 decimal places.  This maintains
 DI0647.centimeter relative accuracy between the PACS and SACS.  It does
 DI0647.not indicate centimeter accuracy relative to other marks which are
 DI0647.part of the NAVD 88 network.
 DI0647
 DI0647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0647
 DI0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0647
 DI0647.The ellipsoidal height was determined by GPS observations
 DI0647.and is referenced to NAD 83.
 DI0647
 DI0647.The geoid height was determined by GEOID03.
 DI0647
 DI0647;                    North         East     Units Scale Factor Converg.
 DI0647;SPC AZ C     -   280,203.491   178,311.689   MT  0.99991514   -0 12 30.3
 DI0647;SPC AZ C     -   919,302.79    585,012.10   iFT  0.99991514   -0 12 30.3
 DI0647;UTM  12      - 3,710,407.146   379,839.318   MT  0.99977801   -0 42 53.2
 DI0647
 DI0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0647!SPC AZ C     -   0.99995481  x   0.99991514  =   0.99986996
 DI0647!UTM  12      -   0.99995481  x   0.99977801  =   0.99973283
 DI0647
 DI0647                          SUPERSEDED SURVEY CONTROL
 DI0647
 DI0647.No superseded survey control is available for this station.
 DI0647
 DI0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7983910407(NAD 83)
 DI0647_MARKER: I = METAL ROD
 DI0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0647_STAMPING: GEU A 2006
 DI0647_MARK LOGO: NGS   
 DI0647_PROJECTION: RECESSED 1 CENTIMETERS
 DI0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0647+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI0647_ROD/PIPE-DEPTH: 3.6  meters
 DI0647_SLEEVE-DEPTH  : 1.0 meters
 DI0647
 DI0647  HISTORY     - Date     Condition        Report By
 DI0647  HISTORY     - 20060602 MONUMENTED       EVANS
 DI0647
 DI0647                          STATION DESCRIPTION
 DI0647
 DI0647'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JT)
 DI0647'THE STATION IS LOCATED AT GLENDALE MUNICIPAL AIRPORT.
 DI0647' 
 DI0647'TO REACH THE STATION  FROM SR 101 AND GLENDALE AVE. IN GLENDALE,
 DI0647'TRAVEL WEST ON  GLENDALE AVE. 2.2 KM (1.4 MI) TO GLEN HARBOR RD. TURN
 DI0647'SOUTH ON GLEN HARBOR ROAD AND  TRAVEL 0.8 KM (0.5 MI) TO GLENDALE
 DI0647'MUNICIPAL AIRPORT TERMINAL. ENTER GATE AT SOUTH END OF  TERMINAL AND
 DI0647'TURN NORTH ONTO TARMACK. TRAVEL NORTH ON TARMACK, KEEPING WEST OF
 DI0647'PARKED PLANES, TOWARD T-HANGARS.  CONTINUE TRAVELLING NORTH, ADJACENT
 DI0647'TO T-HANGARS,  TO THE NORTHERLY END OF PAVED AREA AND LAST HANGAR AND
 DI0647'TO A DIRT SERVICE ROAD.  CONTINUE 0.8KM (0.5 MI) ON SERVICE ROAD
 DI0647'ADJACENT TO PERMITER FENCE UNTIL PAVED ROAD  BREAKS FROM FENCE. TRAVEL
 DI0647'SOUTHWESTERLY ON GRAVEL ROAD 0.4 KM (0.3 MI) TO THE WINDSOCK  AND
 DI0647'SEGMENTED CIRCLE AND THE STATION. THE STATION IS LOCATED 96 M (317 FT)
 DI0647'WEST OF  CENTERLINE OF GRAVEL ROAD, 20 M (64 FT) SOUTHEASTERLY OF THE
 DI0647'WINDSOCK AND 1.2 M (4 FT)  EAST OF A WITNESS POST.
 DI0647' 
 DI0647'PERMISSION TO ENTER THE GATE AT THE AIRPORT TERMINAL CAN BE OBTAINED
 DI0647'AT THE AIRPORT  OPERATIONS OFFICE ON THE SECOND FLOOR OF THE AIRPORT
 DI0647'TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI0648 ***********************************************************************
 DI0648  SACS        -  This is a Secondary Airport Control Station.
 DI0648  DESIGNATION -  GEU B
 DI0648  PID         -  DI0648
 DI0648  STATE/COUNTY-  AZ/MARICOPA
 DI0648  USGS QUAD   -  EL MIRAGE (1982)
 DI0648
 DI0648                         *CURRENT SURVEY CONTROL
 DI0648  ___________________________________________________________________
 DI0648* NAD 83(1992)-  33 32 05.38269(N)    112 17 30.16167(W)     ADJUSTED  
 DI0648* NAVD 88     -       324.10   (meters)    1063.3    (feet)  GPS OBS   
 DI0648  ___________________________________________________________________
 DI0648  X           -  -2,018,822.164 (meters)                     COMP
 DI0648  Y           -  -4,924,426.042 (meters)                     COMP
 DI0648  Z           -   3,503,717.221 (meters)                     COMP
 DI0648  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DI0648  ELLIP HEIGHT-         293.810 (meters)          (06/28/06) ADJUSTED
 DI0648  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DI0648  HORZ ORDER  -  FIRST
 DI0648  ELLP ORDER  -  FOURTH    CLASS II
 DI0648
 DI0648.This mark is at Glendale Mun Airport (GEU)
 DI0648
 DI0648.The horizontal coordinates were established by GPS observations
 DI0648.and adjusted by the DAVID EVANS + ASSOC in June 2006.
 DI0648
 DI0648.The orthometric height was determined by GPS observations and a
 DI0648.high-resolution geoid model.
 DI0648
 DI0648.GPS derived orthometric heights for airport stations designated as
 DI0648.PACS or SACS are published to 2 decimal places.  This maintains
 DI0648.centimeter relative accuracy between the PACS and SACS.  It does
 DI0648.not indicate centimeter accuracy relative to other marks which are
 DI0648.part of the NAVD 88 network.
 DI0648
 DI0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0648
 DI0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0648
 DI0648.The ellipsoidal height was determined by GPS observations
 DI0648.and is referenced to NAD 83.
 DI0648
 DI0648.The geoid height was determined by GEOID03.
 DI0648
 DI0648;                    North         East     Units Scale Factor Converg.
 DI0648;SPC AZ C     -   281,126.011   178,527.222   MT  0.99991495   -0 12 25.9
 DI0648;SPC AZ C     -   922,329.43    585,719.23   iFT  0.99991495   -0 12 25.9
 DI0648;UTM  12      - 3,711,327.598   380,062.966   MT  0.99977734   -0 42 49.3
 DI0648
 DI0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0648!SPC AZ C     -   0.99995388  x   0.99991495  =   0.99986883
 DI0648!UTM  12      -   0.99995388  x   0.99977734  =   0.99973123
 DI0648
 DI0648                          SUPERSEDED SURVEY CONTROL
 DI0648
 DI0648.No superseded survey control is available for this station.
 DI0648
 DI0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8006311328(NAD 83)
 DI0648_MARKER: DH = HORIZONTAL CONTROL DISK
 DI0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0648_STAMPING: GEU B 2006
 DI0648_MARK LOGO: NGS   
 DI0648_PROJECTION: FLUSH
 DI0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0648+STABILITY: SURFACE MOTION
 DI0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0648+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI0648
 DI0648  HISTORY     - Date     Condition        Report By
 DI0648  HISTORY     - 20060602 MONUMENTED       EVANS
 DI0648
 DI0648                          STATION DESCRIPTION
 DI0648
 DI0648'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JT)
 DI0648'THE STATION IS LOCATED AT GLENDALE MUNICIPAL AIRPORT.
 DI0648' 
 DI0648'TO REACH THE STATION, FROM SR 101 AND GLENDALE AVE. IN GLENDALE,
 DI0648'TRAVEL WEST ON  GLENDALE AVE. 2.2 KM (1.4 MI) TO GLEN HARBOR RD. TURN
 DI0648'SOUTH ON GLEN HARBOR ROAD AND  TRAVEL 0.8 KM (0.5 MI) TO GLENDALE
 DI0648'MUNICIPAL AIRPORT TERMINAL. ENTER GATE AT SOUTH END OF  TERMINAL AND
 DI0648'TURN NORTH ONTO TARMACK. TRAVEL NORTH ON TARMACK, KEEPING WEST OF
 DI0648'PARKED PLANES, TOWARD T-HANGARS.  CONTINUE TRAVELLING NORTH, ADJACENT
 DI0648'TO T-HANGARS,  TO THE NORTHERLY END OF PAVED AREA AND LAST HANGAR AND
 DI0648'TO A DIRT SERVICE ROAD.  STATION IS 42.6 M (140 FT) NORTHEASTERLY OF
 DI0648'ASPHALT EDGE AT SERVICE ROAD, 20.4 M (67 FT)  SOUTHEASTERLY OF
 DI0648'SOUTHEASTERLY CORNER OF BLAST WALL, 14.3 M (47 FT) WEST OF WESTERLY
 DI0648'EDGE OF TAXIWAY A-9 AND 1.2 M (4 FT) SOUTH OF A NGS WITNESS POST.
 DI0648' 
 DI0648'PERMISSION TO ENTER THE GATE AT THE AIRPORT TERMINAL CAN BE OBTAINED
 DI0648'AT THE AIRPORT  OPERATIONS OFFICE ON THE SECOND FLOOR OF THE AIRPORT
 DI0648'TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI0649 ***********************************************************************
 DI0649  SACS        -  This is a Secondary Airport Control Station.
 DI0649  DESIGNATION -  GEU C
 DI0649  PID         -  DI0649
 DI0649  STATE/COUNTY-  AZ/MARICOPA
 DI0649  USGS QUAD   -  EL MIRAGE (1982)
 DI0649
 DI0649                         *CURRENT SURVEY CONTROL
 DI0649  ___________________________________________________________________
 DI0649* NAD 83(1992)-  33 31 06.74187(N)    112 18 05.01916(W)     ADJUSTED  
 DI0649* NAVD 88     -       317.11   (meters)    1040.4    (feet)  GPS OBS   
 DI0649  ___________________________________________________________________
 DI0649  X           -  -2,020,030.799 (meters)                     COMP
 DI0649  Y           -  -4,925,002.659 (meters)                     COMP
 DI0649  Z           -   3,502,207.160 (meters)                     COMP
 DI0649  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DI0649  ELLIP HEIGHT-         286.776 (meters)          (06/28/06) ADJUSTED
 DI0649  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DI0649  HORZ ORDER  -  FIRST
 DI0649  ELLP ORDER  -  FOURTH    CLASS II
 DI0649
 DI0649.This mark is at Glendale Mun Airport (GEU)
 DI0649
 DI0649.The horizontal coordinates were established by GPS observations
 DI0649.and adjusted by the DAVID EVANS + ASSOC in June 2006.
 DI0649
 DI0649.The orthometric height was determined by GPS observations and a
 DI0649.high-resolution geoid model.
 DI0649
 DI0649.GPS derived orthometric heights for airport stations designated as
 DI0649.PACS or SACS are published to 2 decimal places.  This maintains
 DI0649.centimeter relative accuracy between the PACS and SACS.  It does
 DI0649.not indicate centimeter accuracy relative to other marks which are
 DI0649.part of the NAVD 88 network.
 DI0649
 DI0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0649
 DI0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0649
 DI0649.The ellipsoidal height was determined by GPS observations
 DI0649.and is referenced to NAD 83.
 DI0649
 DI0649.The geoid height was determined by GEOID03.
 DI0649
 DI0649;                    North         East     Units Scale Factor Converg.
 DI0649;SPC AZ C     -   279,322.780   177,621.229   MT  0.99991574   -0 12 44.8
 DI0649;SPC AZ C     -   916,413.32    582,746.81   iFT  0.99991574   -0 12 44.8
 DI0649;UTM  12      - 3,709,532.691   379,141.198   MT  0.99978008   -0 43 07.4
 DI0649
 DI0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0649!SPC AZ C     -   0.99995498  x   0.99991574  =   0.99987072
 DI0649!UTM  12      -   0.99995498  x   0.99978008  =   0.99973507
 DI0649
 DI0649                          SUPERSEDED SURVEY CONTROL
 DI0649
 DI0649.No superseded survey control is available for this station.
 DI0649
 DI0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7914109533(NAD 83)
 DI0649_MARKER: DH = HORIZONTAL CONTROL DISK
 DI0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0649_STAMPING: GEU C 2006
 DI0649_MARK LOGO: NGS   
 DI0649_PROJECTION: FLUSH
 DI0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0649+STABILITY: SURFACE MOTION
 DI0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0649+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI0649
 DI0649  HISTORY     - Date     Condition        Report By
 DI0649  HISTORY     - 20060602 MONUMENTED       EVANS
 DI0649
 DI0649                          STATION DESCRIPTION
 DI0649
 DI0649'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JT)
 DI0649'THE STATION IS LOCATED AT GLENDALE MUNICIPAL AIRPORT.
 DI0649' 
 DI0649'TO REACH THE STATION, FROM SR 101 AND GLENDALE AVE. IN GLENDALE,
 DI0649'TRAVEL WEST ON  GLENDALE AVE. 2.2 KM (1.4 MI) TO GLEN HARBOR RD. TURN
 DI0649'SOUTH ON GLEN HARBOR ROAD AND  TRAVEL 0.8 KM (0.5 MI) TO GLENDALE
 DI0649'MUNICIPAL AIRPORT TERMINAL. ENTER GATE AT SOUTH END OF  TERMINAL AND
 DI0649'TURN NORTH ONTO TARMACK. TRAVEL NORTH ON TARMACK, KEEPING WEST OF
 DI0649'PARKED PLANES, TOWARD T-HANGARS.  CONTINUE TRAVELLING NORTH, ADJACENT
 DI0649'TO T-HANGARS,  TO THE NORTHERLY END OF PAVED AREA AND LAST HANGAR AND
 DI0649'TO A DIRT SERVICE ROAD.  CONTINUE 0.8 KM (0.5 MI) ON SERVICE ROAD
 DI0649'ADJACENT TO PERMITER FENCE UNTIL PAVED ROAD  BREAKS FROM FENCE. TRAVEL
 DI0649'SW'LY ON GRAVEL ROAD UNTIL IT MEETS UP WITH PERIMETER FENCE  ROAD.
 DI0649'FOLLOW ROAD ALONG FENCE, PASSING SOUTH OF TAXIWAY A-1 UNTIL ROAD IS ON
 DI0649'WEST SIDE  OF RUNWAY. THE STATION IS AT TOP OF SLOPE, 16.5 M (54 FT)
 DI0649'NORTHWESTERLY OF THE PROJECTION  OF SOUTH EDGE OF TAXIWAY A-1, 32.3 M
 DI0649'(106 FT) SOUTHEASTERLY OF CHAIN LINK FENCE AND 1.2 M (4  FT) SOUTH OF
 DI0649'A WITNESS POST.
 DI0649' 
 DI0649'PERMISSION TO ENTER THE GATE AT THE AIRPORT TERMINAL CAN BE OBTAINED
 DI0649'AT THE AIRPORT  OPERATIONS OFFICE ON THE SECOND FLOOR OF THE AIRPORT
 DI0649'TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0749 ***********************************************************************
 CG0749  DESIGNATION -  GG 118
 CG0749  PID         -  CG0749
 CG0749  STATE/COUNTY-  AZ/PIMA
 CG0749  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0749
 CG0749                         *CURRENT SURVEY CONTROL
 CG0749  ___________________________________________________________________
 CG0749* NAD 83(1986)-  31 41 38.     (N)    111 48 18.     (W)     SCALED    
 CG0749* NAVD 88     -       737.31   (+/-2cm)    2419.0    (feet)  VERTCON   
 CG0749  ___________________________________________________________________
 CG0749  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0749
 CG0749.The horizontal coordinates were scaled from a topographic map and have
 CG0749.an estimated accuracy of +/- 6 seconds.
 CG0749
 CG0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0749.The vertical order pertains to the NGVD 29 superseded value.
 CG0749
 CG0749.The geoid height was determined by GEOID03.
 CG0749
 CG0749;                    North         East    Units  Estimated Accuracy
 CG0749;SPC AZ C     -    76,930.      223,950.      MT  (+/- 180 meters Scaled)
 CG0749
 CG0749                          SUPERSEDED SURVEY CONTROL
 CG0749
 CG0749  NGVD 29 (??/??/92)  736.582  (m)         2416.60   (f) ADJ UNCH    2 0
 CG0749
 CG0749.Superseded values are not recommended for survey control.
 CG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0749.See file dsdata.txt to determine how the superseded data were derived.
 CG0749
 CG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA237067(NAD 83)
 CG0749_MARKER: DB = BENCH MARK DISK
 CG0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0749_STAMPING: G G 118 1935
 CG0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0749+STABILITY: SURFACE MOTION
 CG0749
 CG0749  HISTORY     - Date     Condition        Report By
 CG0749  HISTORY     - 1935     MONUMENTED       CGS
 CG0749  HISTORY     - 1952     GOOD             NGS
 CG0749  HISTORY     - 1977     GOOD             USGS
 CG0749
 CG0749                          STATION DESCRIPTION
 CG0749
 CG0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0749'6.15 MI N FROM SAN MIGUEL.
 CG0749'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0749'SCHOOL AT SAN MIGUEL, THENCE 5.95 MILES NORTH ALONG A WAGON ROAD
 CG0749'FOLLOWING A LINE OF TELEPHONE POLES, 339 1/2 FEET SOUTH OF THE CENTER
 CG0749'OF A MASONRY CULVERT, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 32
 CG0749'FEET SOUTH OF A TELEPHONE POLE, 2.7 FEET NORTH OF A WITNESS POST,
 CG0749'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0749'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CG0749
 CG0749                          STATION RECOVERY (1977)
 CG0749
 CG0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0749'DELETE 43 FT W. OF CENTERLINE OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0227 ***********************************************************************
 DV0227  DESIGNATION -  GG 259
 DV0227  PID         -  DV0227
 DV0227  STATE/COUNTY-  AZ/MARICOPA
 DV0227  USGS QUAD   -  GLENDALE (1982)
 DV0227
 DV0227                         *CURRENT SURVEY CONTROL
 DV0227  ___________________________________________________________________
 DV0227* NAD 83(1986)-  33 30 04.     (N)    112 08 28.     (W)     SCALED    
 DV0227* NAVD 88     -       344.42   (+/-2cm)    1130.0    (feet)  VERTCON   
 DV0227  ___________________________________________________________________
 DV0227  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0227
 DV0227.The horizontal coordinates were scaled from a topographic map and have
 DV0227.an estimated accuracy of +/- 6 seconds.
 DV0227
 DV0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0227.The vertical order pertains to the NGVD 29 superseded value.
 DV0227
 DV0227.The geoid height was determined by GEOID03.
 DV0227
 DV0227;                    North         East    Units  Estimated Accuracy
 DV0227;SPC AZ C     -   277,350.      192,510.      MT  (+/- 180 meters Scaled)
 DV0227
 DV0227                          SUPERSEDED SURVEY CONTROL
 DV0227
 DV0227  NGVD 29 (??/??/92)  343.829  (m)         1128.05   (f) ADJ UNCH    2 0
 DV0227
 DV0227.Superseded values are not recommended for survey control.
 DV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0227.See file dsdata.txt to determine how the superseded data were derived.
 DV0227
 DV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940074(NAD 83)
 DV0227_MARKER: DB = BENCH MARK DISK
 DV0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0227_SP_SET: BALUSTRADE
 DV0227_STAMPING: GG 259 1945
 DV0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0227
 DV0227  HISTORY     - Date     Condition        Report By
 DV0227  HISTORY     - 1945     MONUMENTED       CGS
 DV0227  HISTORY     - 1959     GOOD             NGS
 DV0227
 DV0227                          STATION DESCRIPTION
 DV0227
 DV0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0227'3.4 MI SE FROM GLENDALE.
 DV0227'3.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 89 FROM THE ATCHISON, TOPEKA
 DV0227'AND SANTA FE RAILWAY STATION AT GLENDALE, MARICOPA COUNTY, AT THE
 DV0227'ALHAMBRA SCHOOL, 104 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 DV0227'FOUR-LANE HIGHWAY, AT THE SOUTHWEST ENTRANCE TO THE SCHOOL GYMNASIUM,
 DV0227'IN THE TOP OF THE NORTHWEST CONCRETE BALUSTRADE, AND 1.8 FEET HIGHER
 DV0227'THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0672 ***********************************************************************
 DA0672  DESIGNATION -  GIANT
 DA0672  PID         -  DA0672
 DA0672  STATE/COUNTY-  AZ/MARICOPA
 DA0672  USGS QUAD   -  GILA BEND (1973)
 DA0672
 DA0672                         *CURRENT SURVEY CONTROL
 DA0672  ___________________________________________________________________
 DA0672* NAD 83(1992)-  32 55 33.15376(N)    112 40 40.56720(W)     ADJUSTED  
 DA0672* NAVD 88     -       250.31   (+/-2cm)     821.2    (feet)  VERTCON   
 DA0672  ___________________________________________________________________
 DA0672  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DA0672  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0672  HORZ ORDER  -  FIRST
 DA0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0672
 DA0672.The horizontal coordinates were established by classical geodetic methods
 DA0672.and adjusted by the National Geodetic Survey in August 1993.
 DA0672
 DA0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0672.The vertical order pertains to the NGVD 29 superseded value.
 DA0672
 DA0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0672
 DA0672.The geoid height was determined by GEOID03.
 DA0672
 DA0672;                    North         East     Units Scale Factor Converg.
 DA0672;SPC AZ C     -   213,788.835   142,163.823   MT  0.99996248   -0 24 49.7
 DA0672;SPC AZ C     -   701,406.94    466,416.74   iFT  0.99996248   -0 24 49.7
 DA0672;UTM  12      - 3,644,318.495   343,114.089   MT  0.99990349   -0 54 44.0
 DA0672
 DA0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0672!SPC AZ C     -   0.99996561  x   0.99996248  =   0.99992810
 DA0672!UTM  12      -   0.99996561  x   0.99990349  =   0.99986911
 DA0672
 DA0672|---------------------------------------------------------------------|
 DA0672| PID    Reference Object                     Distance      Geod. Az  |
 DA0672|                                                           dddmmss.s |
 DA0672| DA0670 GIANT RM 1                           16.109 METERS 05633     |
 DA0672| DA0671 GIANT RM 2                           21.392 METERS 17443     |
 DA0672| DA0674 M 354 RESET                                        2885554.4 |
 DA0672| DA0673 M 354                                              2900944.4 |
 DA0672|---------------------------------------------------------------------|
 DA0672
 DA0672                          SUPERSEDED SURVEY CONTROL
 DA0672
 DA0672  NAD 83(1986)-  32 55 33.14601(N)    112 40 40.57142(W) AD(       ) 1
 DA0672  NAD 27      -  32 55 32.98480(N)    112 40 37.97500(W) AD(       ) 1
 DA0672  NGVD 29 (??/??/92)  249.706  (m)          819.24   (f) ADJ UNCH    2 0
 DA0672
 DA0672.Superseded values are not recommended for survey control.
 DA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0672.See file dsdata.txt to determine how the superseded data were derived.
 DA0672
 DA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4311444318(NAD 83)
 DA0672_MARKER: DS = TRIANGULATION STATION DISK
 DA0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0672_STAMPING: GIANT 1960
 DA0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0672+STABILITY: SURFACE MOTION
 DA0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0672+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0672
 DA0672  HISTORY     - Date     Condition        Report By
 DA0672  HISTORY     - 1960     MONUMENTED       CGS
 DA0672  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DA0672  HISTORY     - 1971     GOOD             NGS
 DA0672  HISTORY     - 20071130 GOOD             GEOCAC
 DA0672
 DA0672                          STATION DESCRIPTION
 DA0672
 DA0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0672'THE STATION IS 2 MILES SOUTHEAST OF GILA BEND ON THE OPEN
 DA0672'DESERT ABOUT 300 FEET SOUTH OF THE CENTER OF THE INTERSTATE
 DA0672'ROUTE ON A SLIGHT RISE.
 DA0672'
 DA0672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 DA0672'STATE ROUTE 84, 1 MILE EAST OF THE CENTER OF GILA BEND PROCEED
 DA0672'SOUTHEAST ALONG STATE ROUTE 84 FOR 2.5 MILES TO A STEEL GATE
 DA0672'IN THE RIGHT OF WAY FENCE LINE ON THE RIGHT (KEY NEEDED), TURN
 DA0672'RIGHT, SOUTHERLY, FOR 0.2 MILE TO THE PROPOSED INTERSTATE
 DA0672'ROUTE, TURN RIGHT, WEST, FOR 0.5 MILE TO THE STATION ON THE
 DA0672'SOUTH SIDE OF THE HIGHWAY 4 FEET SOUTH OF A METAL WITNESS POST
 DA0672'WITH SIGN.
 DA0672'
 DA0672'THE STATION, WITH UNDERGROUND MARK, STAMPED GIANT 1960 IS A
 DA0672'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DA0672'
 DA0672'REFERENCE MARK 1, STAMPED GIANT NO 1 1960, IS A STANDARD DISK
 DA0672'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 DA0672'
 DA0672'REFERENCE MARK 2, STAMPED GIANT NO 2 1960, IS A STANDARD
 DA0672'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 DA0672'
 DA0672'THE AZIMUTH MARK, STAMPED M 354 1960, IS A STANDARD BENCH
 DA0672'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES
 DA0672'AND IS 0.9 MILE WEST OF THE STATION ALONG THE INTERSTATE ROUTE
 DA0672'FROM THE STATION AND ABOUT 300 FEET NORTH OF THE CENTER LINE
 DA0672'OF THE HIGHWAY.
 DA0672'
 DA0672'A 2-WHEEL DRIVE STATION.
 DA0672
 DA0672                          STATION RECOVERY (1971)
 DA0672
 DA0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0672'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DA0672'RECOVERED IN GOOD CONDITION.  BENCH MARK M 354 WAS DESTROYED
 DA0672'AND RESET IN 1969.  DISTANCES AND DIRECTIONS TO THE REFERENCE
 DA0672'MARKS COMPARED WITH 1960 OBSERVATIONS.  A COMPLETE NEW DESCRIPTION
 DA0672'FOLLOWS.
 DA0672'
 DA0672'THE STATION IS ABOUT 2 MILES SOUTHEAST OF GILA BEND, 0.5 MILE
 DA0672'WEST OF THE PROPOSED EAST GILA BEND EXIT OF INTERSTATE HIGHWAY
 DA0672'8, AND 156 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE
 DA0672'INTERSTATE HIGHWAY.
 DA0672'
 DA0672'TO REACH THE STATION FROM ONE BLOCK SOUTH OF THE POST OFFICE
 DA0672'IN GILA BEND, GO EAST ON U.S. HIGHWAY 80 FOR 1.15 MILES TO
 DA0672'THE JUNCTION OF STATE HIGHWAY 84.  TAKE STATE HIGHWAY 84
 DA0672'SOUTHERLY FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT.  PASS
 DA0672'THROUGH THE GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE
 DA0672'NEARLY CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8.
 DA0672'TURN RIGHT AND GO WEST ON THE EAST BOUND LANE FOR 0.5 MILE
 DA0672'TO THE STATION ON THE LEFT.  (WHEN THE INTERSTATE HIGHWAY IS
 DA0672'COMPLETED, THE STATION WILL HAVE TO BE REACHED FROM THE WEST
 DA0672'GILA BEND EXIT.)
 DA0672'
 DA0672'THE STATION MARK IS A STANDARD DISK STAMPED GIANT 1960, SET
 DA0672'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING
 DA0672'4 INCHES ABOVE THE GROUND.  IT IS 156 FEET SOUTH OF THE SOUTH
 DA0672'RIGHT-OF-WAY FENCE AND 3.9 FEET SOUTH OF A METAL WITNESS POST
 DA0672'WITH SIGN ATTACHED.
 DA0672'
 DA0672'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GIANT NO 1 1960,
 DA0672'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING
 DA0672'6 INCHES ABOVE THE GROUND.  IT IS 118 FEET SOUTH OF THE
 DA0672'RIGHT-OF-WAY FENCE AND 51.5 FEET NORTHEAST OF THE METAL WITNESS
 DA0672'POST.
 DA0672'
 DA0672'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GIANT NO 2 1960,
 DA0672'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING
 DA0672'6 INCHES ABOVE THE GROUND.  IT IS 222 FEET SOUTH OF THE
 DA0672'RIGHT-OF-WAY FENCE AND 74 FEET SOUTH OF THE METAL WITNESS
 DA0672'POST.
 DA0672'
 DA0672'BENCH MARK M 354 RESET 1969 WAS USED AS THE AZIMUTH MARK.
 DA0672'IT IS A STANDARD BENCH MARK DISK STAMPED M 354 RESET 1969,
 DA0672'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE NORTH ABUTMENT
 DA0672'OF A BRIDGE.  IT IS 35.6 FEET NORTH OF THE CENTER OF THE WEST
 DA0672'BOUND LANE OF INTERSTATE HIGHWAY 8, 36.6 FEET WEST OF THE
 DA0672'EAST END AND 1.6 FEET EAST OF THE WEST END OF THE ABUTMENT.
 DA0672'
 DA0672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 DA0672'WEST BOUND LANE OF THE INTERSTATE HIGHWAY FOR 0.9 MILE TO THE
 DA0672'MARK ON THE RIGHT.
 DA0672'
 DA0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DA0672'SOUTHEAST OF GILA BEND
 DA0672
 DA0672                          STATION RECOVERY (1971)
 DA0672
 DA0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0672'2 MI SE FROM GILA BEND.
 DA0672'1.15 MILES EAST ON U.S. HIGHWAY 80 FROM 1 BLOCK SOUTH OF THE POST
 DA0672'OFFICE IN GILA BEND TO JUNCTION OF STATE HIGHWAY 84, THENCE SOUTHERLY
 DA0672'ON STATE HIGHWAY 84 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT, PASS
 DA0672'THROUGH GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE NEARLY
 DA0672'CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8, THENCE WEST ON
 DA0672'THE EAST BOUND LANE FOR 0.5 MILE TO MARK ON THE LEFT, 156 FEET SOUTH
 DA0672'OF THE SOUTH RIGHT-OF-WAY FENCE, 70.19 FEET NORTH OF R.M. 2, 52.85
 DA0672'FEET SOUTHWEST OF R.M. 1, 3.9 FEET SOUTH OF A METAL WITNESS POST WITH
 DA0672'SIGN ATTACHED, SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 DA0672'PROJECTING 4 INCHES.
 DA0672
 DA0672                          STATION RECOVERY (2007)
 DA0672
 DA0672'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0672'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DA0672'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0670 ***********************************************************************
 DA0670  DESIGNATION -  GIANT RM 1
 DA0670  PID         -  DA0670
 DA0670  STATE/COUNTY-  AZ/MARICOPA
 DA0670  USGS QUAD   -  GILA BEND (1973)
 DA0670
 DA0670                         *CURRENT SURVEY CONTROL
 DA0670  ___________________________________________________________________
 DA0670* NAD 83(1986)-  32 55 32.     (N)    112 40 40.     (W)     SCALED    
 DA0670* NAVD 88     -       250.48   (+/-2cm)     821.8    (feet)  VERTCON   
 DA0670  ___________________________________________________________________
 DA0670  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0670
 DA0670.The horizontal coordinates were scaled from a topographic map and have
 DA0670.an estimated accuracy of +/- 6 seconds.
 DA0670
 DA0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0670.The vertical order pertains to the NGVD 29 superseded value.
 DA0670
 DA0670.The geoid height was determined by GEOID03.
 DA0670
 DA0670;                    North         East    Units  Estimated Accuracy
 DA0670;SPC AZ C     -   213,750.      142,180.      MT  (+/- 180 meters Scaled)
 DA0670
 DA0670                          SUPERSEDED SURVEY CONTROL
 DA0670
 DA0670  NGVD 29 (??/??/92)  249.884  (m)          819.83   (f) ADJ UNCH    2 0
 DA0670
 DA0670.Superseded values are not recommended for survey control.
 DA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0670.See file dsdata.txt to determine how the superseded data were derived.
 DA0670
 DA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB431442(NAD 83)
 DA0670_MARKER: DR = REFERENCE MARK DISK
 DA0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0670_STAMPING: GIANT NO 1 1960
 DA0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0670+STABILITY: SURFACE MOTION
 DA0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0670+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0670
 DA0670  HISTORY     - Date     Condition        Report By
 DA0670  HISTORY     - 1960     MONUMENTED       CGS
 DA0670  HISTORY     - 1971     GOOD             NGS
 DA0670  HISTORY     - 20071130 GOOD             GEOCAC
 DA0670
 DA0670                          STATION DESCRIPTION
 DA0670
 DA0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0670'2 MI SE FROM GILA BEND.
 DA0670'1.15 MILES EAST ON U.S. HIGHWAY 80 FROM 1 BLOCK SOUTH OF THE POST
 DA0670'OFFICE IN GILA BEND TO JUNCTION OF STATE HIGHWAY 84, THENCE SOUTHERLY
 DA0670'ON STATE HIGHWAY 84 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT, PASS
 DA0670'THROUGH GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE NEARLY
 DA0670'CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8, THENCE WEST ON
 DA0670'THE EAST BOUND LANE FOR 0.5 MILE TO MARK ON THE LEFT, 118 FEET SOUTH
 DA0670'OF THE RIGHT-OF-WAY FENCE, 52.85 FEET NORTHEAST OF THE STATION MARK,
 DA0670'51.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN
 DA0670'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0670
 DA0670                          STATION RECOVERY (2007)
 DA0670
 DA0670'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0670'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0670'32 55 33.5 (N)   112 40 40.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0671 ***********************************************************************
 DA0671  DESIGNATION -  GIANT RM 2
 DA0671  PID         -  DA0671
 DA0671  STATE/COUNTY-  AZ/MARICOPA
 DA0671  USGS QUAD   -  GILA BEND (1973)
 DA0671
 DA0671                         *CURRENT SURVEY CONTROL
 DA0671  ___________________________________________________________________
 DA0671* NAD 83(1986)-  32 55 32.     (N)    112 40 40.     (W)     SCALED    
 DA0671* NAVD 88     -       250.28   (+/-2cm)     821.1    (feet)  VERTCON   
 DA0671  ___________________________________________________________________
 DA0671  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0671
 DA0671.The horizontal coordinates were scaled from a topographic map and have
 DA0671.an estimated accuracy of +/- 6 seconds.
 DA0671
 DA0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0671.The vertical order pertains to the NGVD 29 superseded value.
 DA0671
 DA0671.The geoid height was determined by GEOID03.
 DA0671
 DA0671;                    North         East    Units  Estimated Accuracy
 DA0671;SPC AZ C     -   213,750.      142,180.      MT  (+/- 180 meters Scaled)
 DA0671
 DA0671                          SUPERSEDED SURVEY CONTROL
 DA0671
 DA0671  NGVD 29 (??/??/92)  249.682  (m)          819.16   (f) ADJ UNCH    2 0
 DA0671
 DA0671.Superseded values are not recommended for survey control.
 DA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0671.See file dsdata.txt to determine how the superseded data were derived.
 DA0671
 DA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB431442(NAD 83)
 DA0671_MARKER: DR = REFERENCE MARK DISK
 DA0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0671_STAMPING: GIANT NO 2 1960
 DA0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0671+STABILITY: SURFACE MOTION
 DA0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0671+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0671
 DA0671  HISTORY     - Date     Condition        Report By
 DA0671  HISTORY     - 1960     MONUMENTED       CGS
 DA0671  HISTORY     - 1971     GOOD             NGS
 DA0671  HISTORY     - 20071130 GOOD             GEOCAC
 DA0671
 DA0671                          STATION DESCRIPTION
 DA0671
 DA0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0671'2 MI SE FROM GILA BEND.
 DA0671'1.15 MILES EAST ON U.S. HIGHWAY 80 FROM 1 BLOCK SOUTH OF THE POST
 DA0671'OFFICE IN GILA BEND TO JUNCTION OF STATE HIGHWAY 84, THENCE SOUTHERLY
 DA0671'ON STATE HIGHWAY 84 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT, PASS
 DA0671'THROUGH GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE NEARLY
 DA0671'CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8, THENCE WEST ON
 DA0671'THE EAST BOUND LANE FOR 0.5 MILE TO MARK ON THE LEFT, 222 FEET SOUTH
 DA0671'OF THE RIGHT-OF-WAY FENCE, 74 FEET SOUTH OF THE METAL WITNESS POST
 DA0671'WITH SIGN ATTACHED, 70.19 FEET SOUTH OF THE STATION MARK, SET IN TOP
 DA0671'OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0671
 DA0671                          STATION RECOVERY (2007)
 DA0671
 DA0671'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0671'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0671'32 55 32.5 (N)   112 40 40.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0963 ***********************************************************************
 EU0963  DESIGNATION -  GIER
 EU0963  PID         -  EU0963
 EU0963  STATE/COUNTY-  AZ/LA PAZ
 EU0963  USGS QUAD   -  CROSS ROADS (1977)
 EU0963
 EU0963                         *CURRENT SURVEY CONTROL
 EU0963  ___________________________________________________________________
 EU0963* NAD 83(1992)-  34 14 06.44657(N)    114 08 10.65847(W)     ADJUSTED  
 EU0963* NAVD 88     -       575.4    (meters)    1888.     (feet)  VERTCON   
 EU0963  ___________________________________________________________________
 EU0963  EPOCH DATE  -        1991.35
 EU0963  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 EU0963  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EU0963  HORZ ORDER  -  FIRST
 EU0963
 EU0963.The horizontal coordinates were established by classical geodetic methods
 EU0963.and adjusted by the National Geodetic Survey in June 1996.
 EU0963.The horizontal coordinates are valid at the epoch date displayed above.
 EU0963.The epoch date for horizontal control is a decimal equivalence
 EU0963.of Year/Month/Day.
 EU0963
 EU0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0963
 EU0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0963
 EU0963.The geoid height was determined by GEOID03.
 EU0963
 EU0963;                    North         East     Units Scale Factor Converg.
 EU0963;SPC AZ W     -   358,811.713   177,773.210   MT  0.99994894   -0 13 02.4
 EU0963;SPC AZ W     - 1,177,203.78    583,245.44   iFT  0.99994894   -0 13 02.4
 EU0963;SPC CA 5     -   588,383.968 2,355,860.146   MT  0.99996240   +2 12 08.5
 EU0963;SPC CA 5     - 1,930,389.74  7,729,184.50   sFT  0.99996240   +2 12 08.5
 EU0963;UTM  11      - 3,791,936.824   763,766.797   MT  1.00045769   +1 36 43.3
 EU0963
 EU0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0963!SPC AZ W     -   0.99991454  x   0.99994894  =   0.99986349
 EU0963!SPC CA 5     -   0.99991454  x   0.99996240  =   0.99987695
 EU0963!UTM  11      -   0.99991454  x   1.00045769  =   1.00037220
 EU0963
 EU0963|---------------------------------------------------------------------|
 EU0963| PID    Reference Object                     Distance      Geod. Az  |
 EU0963|                                                           dddmmss.s |
 EU0963| EU0964 GIER                                  2.153 METERS 09848     |
 EU0963| CC4840 GIER RM 2 PIN                        17.528 METERS 16437     |
 EU0963| CC4839 GIER RM 1 PIN                        12.299 METERS 25012     |
 EU0963| CC4838 GIER AZ MK                                         3043506.7 |
 EU0963|---------------------------------------------------------------------|
 EU0963
 EU0963                          SUPERSEDED SURVEY CONTROL
 EU0963
 EU0963  NAD 83(1992)-  34 14 06.44398(N)    114 08 10.65589(W) AD(       ) 1
 EU0963  NAD 83(1986)-  34 14 06.44575(N)    114 08 10.66272(W) AD(       ) 1
 EU0963  NAD 27      -  34 14 06.39000(N)    114 08 07.85500(W) AD(       ) 1
 EU0963  NGVD 29 (07/19/86)  574.8    (m)         1886.     (f) VERT ANG    3  
 EU0963
 EU0963.Superseded values are not recommended for survey control.
 EU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0963.See file dsdata.txt to determine how the superseded data were derived.
 EU0963
 EU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6376791937(NAD 83)
 EU0963_MARKER: DD = SURVEY DISK
 EU0963_SETTING: 66 = SET IN ROCK OUTCROP
 EU0963
 EU0963  HISTORY     - Date     Condition        Report By
 EU0963  HISTORY     - 1932     MONUMENTED       MWDSC
 EU0963  HISTORY     - 1948     GOOD             CGS
 EU0963
 EU0963                          STATION DESCRIPTION
 EU0963
 EU0963'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1932 (NBS)
 EU0963'PARKER, 10.5 MILES N.E. OF, ON THE HIGHEST POINT OF GIER PEAK.
 EU0963'STATION MAY BE REACHED BY TAKING BOAT FROM PARKER (BOAT USED
 EU0963'BELONGED TO BUD GRAHAM WHO KNOWS THIS COUNTY WELL) TO GIERS
 EU0963'PLACE.  FROM RIVER TAKE WASH AND TRAIL TO MINERS CABIN WHICH
 EU0963'IS LOCATED ON THE NORTH SIDE OF EAST END OF RED HILL, THENCE
 EU0963'GO TOWARD S.W. RIDGE OF PEAK, TAKING FIRST WASH NORTH OF
 EU0963'WEDGE-SHAPED NARROW RED BLUFF.  THE TOP MESA OF PEAK CAN
 EU0963'BE APPROACHED ONLY THRU SADDLE ON S.W. RIDGE, VISIBLE FROM
 EU0963'FOOT OF PEAK.  TWO HOURS PACK.  APPROX. ELEVATION = 1880
 EU0963'FEET.  STANDARD DISK SET IN ROCK.  U.S.G.S. CAIRN REMOVED.
 EU0963
 EU0963                          STATION RECOVERY (1948)
 EU0963
 EU0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0963'ALL MARKS ARE IN GOOD CONDITION.
 EU0963'
 EU0963'THE STATION IS ABOUT 10-1/2 MILES NORTHEAST OF PARKER AND
 EU0963'3 MILES EAST OF THE COLORADO RIVER, ON THE HIGHEST POINT
 EU0963'OF GIER PEAK.
 EU0963'
 EU0963'TO REACH FROM PARKER GO EASTERLY ON THE FIRST STREET NORTH
 EU0963'OF THE DEPOT FOR 0.2 MILE TO CROSSROADS.  TURN LEFT (NORTH)
 EU0963'AND FOLLOW BLADED ROAD NORTHEASTERLY FOR 0.6 MILE TO A FORK.
 EU0963'KEEP LEFT AND CONTINUE UP THE EAST SIDE OF THE RIVER FOR 4.3
 EU0963'MILES TO A FORK.  TAKE LEFT FORK FOR 0.9 MILE TO A FORK.
 EU0963'KEEP RIGHT AND CONTINUE FOR 2.9 MILES TO A FARM HOUSE ON THE
 EU0963'RIGHT.  CONTINUE ON THE MAIN BLADED ROAD FOR 1.6 MILES TO VERY
 EU0963'DIM TRACKS ON THE RIGHT IN WASH.  TURN RIGHT ON DIM TRACKS
 EU0963'AND CONTINUE UP WASH FOR 0.5 MILE TO A WASHOUT IN THE ROAD
 EU0963'AND THE END OF TRUCK TRAVEL.  CONTINUE ON FOOT UP OLD ROAD
 EU0963'AND OVER RED HILL FOR ABOUT 1 MILE TO A DIM FORK LEADING
 EU0963'RIGHT TO AN OLD CABIN.  TAKE RIGHT ROAD (AZIMUTH MARK IS
 EU0963'ABOUT 100 YARDS EAST-SOUTHEAST OF ROAD FORK IN THE
 EU0963'SOUTHEASTERLY OF TWO ROCKY KNOLLS) ON THE DIM TRACKS TO OLD
 EU0963'CABIN, THEN CONTINUE SOUTHEASTERLY ALONG RIDGES AND
 EU0963'WASHES TO A POINT JUST NORTH OF A RED BLUFF EXTENDING FROM
 EU0963'THE MAIN MOUNTAIN.  TURN LEFT AND CONTINUE UP THE FIRST
 EU0963'WASH NORTH OF THE RED BLUFF TO THE TOP OF MOUNTAIN AND
 EU0963'STATION.  A ROUGH 3 HOUR PACK.
 EU0963'
 EU0963'THE STATION IS A STANDARD BRONZE DISK OF THE METROPOLITAN WATER
 EU0963'DISTRICT OF SOUTHERN CALIFORNIA SET IN OUTCROP PROJECTING ABOUT
 EU0963'2 INCHES, ON THE HIGHEST POINT OF HILL.  IT IS STAMPED GIER 1932.
 EU0963'
 EU0963'REFERENCE MARK NO. 2 IS A COPPER PLUG SET IN OUTCROP PROJECTING
 EU0963'ABOUT 6 INCHES, AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 EU0963'IT IS NOT STAMPED.
 EU0963'
 EU0963'REFERENCE MARK NO. 1 IS A COPPER PLUG SET IN OUTCROP PROJECTING
 EU0963'ABOUT 2 FEET, AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 EU0963'IT IS NOT STAMPED.
 EU0963'
 EU0963'THE USGS BENCH MARK IS A STANDARD BRONZE GEOLOGICAL SURVEY
 EU0963'BENCH MARK SET IN OUTCROP PROJECTING ABOUT 6 INCHES, AND IS
 EU0963'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS NOT STAMPED.
 EU0963'
 EU0963'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP
 EU0963'ON THE EASTERLY OF TWO ROCKY KNOLLS ABOUT 30 FEET HIGH AND IS
 EU0963'ABOUT 1 MILE WEST-NORTHWEST OF THE STATION.  IT IS STAMPED
 EU0963'GIER 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0964 ***********************************************************************
 EU0964  DESIGNATION -  GIER
 EU0964  PID         -  EU0964
 EU0964  STATE/COUNTY-  AZ/LA PAZ
 EU0964  USGS QUAD   -  CROSS ROADS (1977)
 EU0964
 EU0964                         *CURRENT SURVEY CONTROL
 EU0964  ___________________________________________________________________
 EU0964* NAD 83(1992)-  34 14 06.43588(N)    114 08 10.57534(W)     ADJUSTED  
 EU0964* NAVD 88     -       575.4    (meters)    1888.     (feet)  VERTCON   
 EU0964  ___________________________________________________________________
 EU0964  EPOCH DATE  -        1991.35
 EU0964  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 EU0964  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EU0964  HORZ ORDER  -  SECOND
 EU0964
 EU0964.The horizontal coordinates were established by classical geodetic methods
 EU0964.and adjusted by the National Geodetic Survey in June 1996.
 EU0964.The horizontal coordinates are valid at the epoch date displayed above.
 EU0964.The epoch date for horizontal control is a decimal equivalence
 EU0964.of Year/Month/Day.
 EU0964
 EU0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0964
 EU0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0964
 EU0964.The geoid height was determined by GEOID03.
 EU0964
 EU0964;                    North         East     Units Scale Factor Converg.
 EU0964;SPC AZ W     -   358,811.375   177,775.336   MT  0.99994894   -0 13 02.3
 EU0964;SPC AZ W     - 1,177,202.67    583,252.41   iFT  0.99994894   -0 13 02.3
 EU0964;SPC CA 5     -   588,383.721 2,355,862.284   MT  0.99996240   +2 12 08.5
 EU0964;SPC CA 5     - 1,930,388.92  7,729,191.51   sFT  0.99996240   +2 12 08.5
 EU0964;UTM  11      - 3,791,936.555   763,768.934   MT  1.00045771   +1 36 43.3
 EU0964
 EU0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0964!SPC AZ W     -   0.99991454  x   0.99994894  =   0.99986349
 EU0964!SPC CA 5     -   0.99991454  x   0.99996240  =   0.99987695
 EU0964!UTM  11      -   0.99991454  x   1.00045771  =   1.00037222
 EU0964
 EU0964                          SUPERSEDED SURVEY CONTROL
 EU0964
 EU0964  NAD 83(1992)-  34 14 06.43329(N)    114 08 10.57275(W) AD(       ) 2
 EU0964  NAD 83(1986)-  34 14 06.43506(N)    114 08 10.57958(W) AD(       ) 2
 EU0964  NAD 27      -  34 14 06.37900(N)    114 08 07.77200(W) AD(       ) 2
 EU0964  NGVD 29 (07/19/86)  574.8    (m)         1886.     (f) VERT ANG    3  
 EU0964
 EU0964.Superseded values are not recommended for survey control.
 EU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0964.See file dsdata.txt to determine how the superseded data were derived.
 EU0964
 EU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6376991937(NAD 83)
 EU0964_MARKER: DB = BENCH MARK DISK
 EU0964_SETTING: 66 = SET IN ROCK OUTCROP
 EU0964_SP_SET: SET IN ROCK OUTCROP
 EU0964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0964+STABILITY: POSITION/ELEVATION WELL
 EU0964
 EU0964  HISTORY     - Date     Condition        Report By
 EU0964  HISTORY     - 1948     MONUMENTED       USGS
 EU0964
 EU0964                          STATION DESCRIPTION
 EU0964
 EU0964'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 EU0964'THE USGS BENCH MARK IS A STANDARD BRONZE GEOLOGICAL SURVEY
 EU0964'BENCH MARK SET IN OUTCROP PROJECTING ABOUT 6 INCHES, AND IS
 EU0964'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2153 ***********************************************************************
 DU2153  DESIGNATION -  GIL 2
 DU2153  PID         -  DU2153
 DU2153  STATE/COUNTY-  AZ/MARICOPA
 DU2153  USGS QUAD   -  MESA (1982)
 DU2153
 DU2153                         *CURRENT SURVEY CONTROL
 DU2153  ___________________________________________________________________
 DU2153* NAD 83(1992)-  33 22 51.06617(N)    111 47 18.53823(W)     ADJUSTED  
 DU2153* NAVD 88     -       376.2    (meters)    1234.     (feet)  VERTCON   
 DU2153  ___________________________________________________________________
 DU2153  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DU2153  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU2153  HORZ ORDER  -  SECOND
 DU2153
 DU2153.The horizontal coordinates were established by classical geodetic methods
 DU2153.and adjusted by the National Geodetic Survey in August 1993.
 DU2153
 DU2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2153
 DU2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2153
 DU2153.The geoid height was determined by GEOID03.
 DU2153
 DU2153;                    North         East     Units Scale Factor Converg.
 DU2153;SPC AZ C     -   263,994.104   225,286.271   MT  0.99990175   +0 04 13.9
 DU2153;SPC AZ C     -   866,122.39    739,128.19   iFT  0.99990175   +0 04 13.9
 DU2153;UTM  12      - 3,693,787.156   426,660.377   MT  0.99966631   -0 26 01.8
 DU2153
 DU2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2153!SPC AZ C     -   0.99994561  x   0.99990175  =   0.99984737
 DU2153!UTM  12      -   0.99994561  x   0.99966631  =   0.99961194
 DU2153
 DU2153:                Primary Azimuth Mark                     Grid Az
 DU2153:SPC AZ C     -  ROADSIDE                                 089 52 09.1
 DU2153:UTM  12      -  ROADSIDE                                 090 22 24.8
 DU2153
 DU2153|---------------------------------------------------------------------|
 DU2153| PID    Reference Object                     Distance      Geod. Az  |
 DU2153|                                                           dddmmss.s |
 DU2153| DU2085 ROADSIDE                            APPROX.28.4 KM 0895623.0 |
 DU2153|---------------------------------------------------------------------|
 DU2153
 DU2153                          SUPERSEDED SURVEY CONTROL
 DU2153
 DU2153  NAD 83(1986)-  33 22 51.06066(N)    111 47 18.54236(W) AD(       ) 2
 DU2153  NAD 27      -  33 22 50.88793(N)    111 47 16.04057(W) AD(       ) 2
 DU2153  NGVD 29 (07/19/86)  375.7    (m)         1233.     (f) VERT ANG    3  
 DU2153
 DU2153.Superseded values are not recommended for survey control.
 DU2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2153.See file dsdata.txt to determine how the superseded data were derived.
 DU2153
 DU2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2666093787(NAD 83)
 DU2153_MARKER: DD = SURVEY DISK
 DU2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2153
 DU2153  HISTORY     - Date     Condition        Report By
 DU2153  HISTORY     - 1974     MONUMENTED       AZDT
 DU2153  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU2153  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU2153
 DU2153                          STATION DESCRIPTION
 DU2153
 DU2153'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2153'THE STATION IS LOCATED ABOUT 3.7 MILES EAST SOUTHEAST OF MESA
 DU2153'AND 2 MILES NORTH OF GILBERT ON THE WEST SIDE OF GILBERT RD.
 DU2153'
 DU2153'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED GIL 2
 DU2153'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT
 DU2153'PROJECTING 0.2 FT.  THE STATION IS 36.5 FEET WEST OF GILBERT
 DU2153'RD. CENTERLINE AND 6.5 FT. EAST OF A CONCRETE LINED IRRIGATION
 DU2153'DITCH MARKED WITH A WITNESS POST.
 DU2153'
 DU2153'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED GIL
 DU2153'2 RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU2153'SET FLUSH WITH THE GROUND.
 DU2153'
 DU2153'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED GIL 2
 DU2153'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT SET
 DU2153'FLUSH WITH THE GROUND.
 DU2153'
 DU2153'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU2153'STATE ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5
 DU2153'MILES TO BASELINE RD. AND TURN EAST ON BASELINE RD. FOR 3
 DU2153'MILES TO GILBERT RD.  GO NORTH ON GILBERT RD. FOR 0.11 MILES TO
 DU2153'THE STATION ON THE LEFT (WEST).
 DU2153'
 DU2153'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2153
 DU2153                          STATION RECOVERY (2005)
 DU2153
 DU2153'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2153'THE ADJUSTED COORDINATES POINT 12 FEET INTO THE SOUTH BOUND LANES OF
 DU2153'RECENTLY WIDENED GILBERT ROAD. NO CONCRETE DITCH OR WITNESS POST WERE
 DU2153'FOUND.
 DU2153
 DU2153                          STATION RECOVERY (2007)
 DU2153
 DU2153'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1267 ***********************************************************************
 DB1267  DESIGNATION -  GILA
 DB1267  PID         -  DB1267
 DB1267  STATE/COUNTY-  AZ/YUMA
 DB1267  USGS QUAD   -  FORTUNA (1979)
 DB1267
 DB1267                         *CURRENT SURVEY CONTROL
 DB1267  ___________________________________________________________________
 DB1267* NAD 83(1992)-  32 44 14.53251(N)    114 23 16.94698(W)     ADJUSTED  
 DB1267* NAVD 88     -       493.2    (meters)    1618.     (feet)  VERTCON   
 DB1267  ___________________________________________________________________
 DB1267  EPOCH DATE  -        1991.35
 DB1267  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DB1267  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DB1267  HORZ ORDER  -  FIRST
 DB1267
 DB1267.The horizontal coordinates were established by classical geodetic methods
 DB1267.and adjusted by the National Geodetic Survey in June 1996.
 DB1267.The horizontal coordinates are valid at the epoch date displayed above.
 DB1267.The epoch date for horizontal control is a decimal equivalence
 DB1267.of Year/Month/Day.
 DB1267
 DB1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1267
 DB1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1267
 DB1267.The geoid height was determined by GEOID03.
 DB1267
 DB1267;                    North         East     Units Scale Factor Converg.
 DB1267;SPC AZ W     -   192,814.734   153,560.475   MT  0.99997741   -0 20 42.2
 DB1267;SPC AZ W     -   632,594.27    503,807.33   iFT  0.99997741   -0 20 42.2
 DB1267;SPC CA 6     -   564,851.059 2,174,511.878   MT  1.00000797   +1 01 23.4
 DB1267;SPC CA 6     - 1,853,182.18  7,134,211.05   sFT  1.00000797   +1 01 23.4
 DB1267;UTM  11      - 3,625,190.635   744,754.124   MT  1.00033873   +1 24 47.6
 DB1267
 DB1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1267!SPC AZ W     -   0.99992783  x   0.99997741  =   0.99990524
 DB1267!SPC CA 6     -   0.99992783  x   1.00000797  =   0.99993580
 DB1267!UTM  11      -   0.99992783  x   1.00033873  =   1.00026653
 DB1267
 DB1267:                Primary Azimuth Mark                     Grid Az
 DB1267:SPC AZ W     -  CASTLE DOME PEAK                         030 59 26.0
 DB1267:SPC CA 6     -  CASTLE DOME PEAK                         029 37 20.4
 DB1267:UTM  11      -  CASTLE DOME PEAK                         029 13 56.2
 DB1267
 DB1267|---------------------------------------------------------------------|
 DB1267| PID    Reference Object                     Distance      Geod. Az  |
 DB1267|                                                           dddmmss.s |
 DB1267| DW0916 CASTLE DOME PEAK                    APPROX.44.8 KM 0303843.8 |
 DB1267| CF0719 GILA RM CROSS                         3.000 METERS 10651     |
 DB1267| CF0720 GILA RM 1                            16.890 METERS 11504     |
 DB1267| DB1349 YUMA AZ STA RESET                   APPROX.21.8 KM 2623352.9 |
 DB1267| DB1337 YUMA COURTHOUSE DOME                APPROX.22.0 KM 2661002.4 |
 DB1267| DB1320 PICACHO CAIRN                       APPROX.36.6 KM 3151113.7 |
 DB1267| CF0721 GILA RM 2                             7.112 METERS 34700     |
 DB1267|---------------------------------------------------------------------|
 DB1267
 DB1267                          SUPERSEDED SURVEY CONTROL
 DB1267
 DB1267  NAD 83(1992)-  32 44 14.53235(N)    114 23 16.94657(W) AD(       ) 1
 DB1267  NAD 83(1986)-  32 44 14.53728(N)    114 23 16.95367(W) AD(       ) 1
 DB1267  NAD 27      -  32 44 14.37100(N)    114 23 14.15200(W) AD(       ) 1
 DB1267  NGVD 29 (07/19/86)  492.5    (m)         1616.     (f) VERT ANG    3  
 DB1267
 DB1267.Superseded values are not recommended for survey control.
 DB1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1267.See file dsdata.txt to determine how the superseded data were derived.
 DB1267
 DB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4475425191(NAD 83)
 DB1267_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1267_SETTING: 66 = SET IN ROCK OUTCROP
 DB1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1267
 DB1267  HISTORY     - Date     Condition        Report By
 DB1267  HISTORY     - 1911     MONUMENTED       CGS
 DB1267  HISTORY     - 1934     GOOD             CGS
 DB1267  HISTORY     - 1952     GOOD             USE
 DB1267  HISTORY     - 1964     GOOD             USGS
 DB1267  HISTORY     - 1981     GOOD             NGS
 DB1267
 DB1267                          STATION DESCRIPTION
 DB1267
 DB1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JSH)
 DB1267'THIS STATION IS ON THE MOST NORTHERN PEAK AT THE NW END OF THE
 DB1267'GILA MOUNTAINS, 2 MILES W OF DOME, A STATION ON THE SOUTHERN
 DB1267'PACIFIC AND 1-1/2 MILES S OF THE RAILROAD WHERE IT MAKES A
 DB1267'BEND ACROSS THE N POINT OF THE MOUNTAINS.  THERE ARE OTHER
 DB1267'AND HIGHER PEAKS S OF THE ONE ON WHICH THE STATION IS LOCATED.
 DB1267'
 DB1267'THE STATION IS MARKED BY A STANDARD BRONZE DISK CEMENTED
 DB1267'INTO A DRILL HOLE IN SOLID OUTCROPPING ROCK.
 DB1267'
 DB1267'THE REFERENCE MARK IS A CROSS CUT IN A SLOPING ROCK FACE,
 DB1267'3.00 METERS FROM THE STATION S 73 DEG 09 MIN E.
 DB1267
 DB1267                          STATION RECOVERY (1934)
 DB1267
 DB1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1267'THIS STATION MARK FOUND TO BE IN GOOD CONDITION.  NEW REFERENCE
 DB1267'MARKS WERE ESTABLISHED.
 DB1267'
 DB1267'STATION IS ON THE MOST NORTHERN OF THE HIGH POINTS OF THE
 DB1267'GILA RANGE OF MOUNTAINS ABOUT 2 MILES SW OF THE TOWN OF DOME,
 DB1267'AND ABOUT 15 MILES N OF E FROM YUMA.
 DB1267'
 DB1267'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 DB1267'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 DB1267'IN THE ROCK.
 DB1267'
 DB1267'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 DB1267'IN OUTCROPPING BEDROCK.
 DB1267'
 DB1267'STATION REACHED FROM YUMA BY FOLLOWING U.S. HIGHWAY 80 EASTERLY
 DB1267'FROM THE POST OFFICE FOR 9.6 MILES, TURN RIGHT ON THE DOME ROAD,
 DB1267'GO 1.0 MILE, KEEP STRAIGHT AHEAD, GO 1.0 MILE, TURN RIGHT,
 DB1267'GO 8.3 MILES, TAKE RIGHT FORK (LEFT FORK GOES ACROSS THE
 DB1267'SUSPENSION BRIDGE), GO 1.8 MILES TO A ROAD ON THE RIGHT LEADING
 DB1267'UP A WASH AND UNDER A CONCRETE CULVERT.  GO 0.4 MILE UP THE
 DB1267'WASH AND TAKE THE LEFT FORK, GO 0.1 MILE TO THE END OF TRUCK
 DB1267'TRAVEL.  THE PEAK CAN BE SEEN FROM HERE TO THE S.  FROM HERE
 DB1267'FOLLOW THE WASH TO THE RIGHT AROUND THE END OF THE RIDGE IN
 DB1267'FRONT OF THE TRUCK, KEEPING TO THE LEFT FOR ABOUT 200 YARDS,
 DB1267'THEN RIGHT ON THE RIDGE ON THE RIGHT SIDE OF THE WASH, FOLLOW
 DB1267'THE OLD TRAIL TO THE MAIN WASH THAT HEADS UP JUST NE OF THE
 DB1267'PEAK, ENTER THIS CANYON AND FOLLOW IT TO THE TOP AND THE
 DB1267'STATION.  IT IS VERY STEEP AND ROUGH.  ABOUT 2-HOUR PACK.
 DB1267
 DB1267                          STATION RECOVERY (1952)
 DB1267
 DB1267'RECOVERY NOTE BY US ENGINEERS 1952
 DB1267'WOODEN POLE WITH GUY WIRES WAS FOUND OVER THE STATION MARK.
 DB1267'
 DB1267'TO REACH FROM YUMA, TRAVEL N ON HIGHWAY 95 TO MILEPOST 40.45
 DB1267'(15.65 MILES FROM FOURTH AVENUE IN YUMA AND 0.55 MILE BEFORE
 DB1267'REACHING MC PHAUL BRIDGE).  TURN RIGHT AND GO STRAIGHT AHEAD
 DB1267'2.0 MILES (DO NOT TURN RIGHT WHERE OLD HIGHWAY TURNS LEFT
 DB1267'TOWARD CANAL) ALONG THE S SIDE OF WELLTON-MOHAUK CANAL, TURN
 DB1267'RIGHT ON DIRT ROAD UNDER RAILROAD AND GO 0.4 MILE TO A TRIPLE
 DB1267'FORK IN A BURROW PIT AREA.  TAKE LEFT FORK ON HIGH GROUND
 DB1267'AND GO 0.3 MILE TO END OF TRUCK TRAVEL (TWO-WHEEL DRIVE WILL
 DB1267'DO).  POLE ON THE PEAK CAN BE SEEN FROM HERE.  WALK LEFT
 DB1267'ACROSS DITCHES TO FOOT TRAIL LEADING INTO CANYON.  CONTINUE
 DB1267'ALONG CANYON PAST A PALO VERDE TREE AND WATER HOLE IN SOLID
 DB1267'ROCK TO A JUNCTION IN THE RAVINE DISTINGUISHED BY A PALO
 DB1267'VERDE TREE ON THE LEFT AND A BOULDER IN THE CENTER.  TAKE
 DB1267'RIGHT FORK TO PEAK KEEPING LEFT OF MINE SHAFT.  IT IS A
 DB1267'ONE HOUR-50-MINUTE PACK.
 DB1267
 DB1267                          STATION RECOVERY (1964)
 DB1267
 DB1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1267'RECOVERED IN GOOD CONDITION.
 DB1267'
 DB1267'REACHED BY HELICOPTER.
 DB1267
 DB1267                          STATION RECOVERY (1981)
 DB1267
 DB1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1267'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DB1267'GOOD CONDITION.  THE ROUTE TO THE STATION DESCRIBED IN 1952 PASSES
 DB1267'UNDER THE RAILROAD WHERE A STEEL GATE IS USUALLY LOCKED BY THE YUMA
 DB1267'GOLD, GOLD MINING COMPANY.  A SECOND ROUTE TO THE STATION LEADS
 DB1267'THROUGH THE GATE UNDER THE RAILROAD WHICH MAINTAINED BY METRO SAND
 DB1267'AND GRAVEL COMPANY.  TO USE THIS ROUTE, TRAVEL EAST BETWEEN THE
 DB1267'GRAVEL PILES AND WASHING PONDS ALONG TRACK ROADS TO A NORTH-SOUTH
 DB1267'TRACK ROAD WHICH FOLLOWS THE EDGE OF THE MOUNTAINS BRIDGES AND
 DB1267'WASHES.  TURN LEFT UNTIL YOUR EACH A PROMINENET WASH WITH TRACK ROAD
 DB1267'LEADING INTO THE CANYON ALONG THE NORTH SIDE OF THE WASH.  FOLLOW
 DB1267'TRACK ROAD INTO CANYON FOR ABOUT 1/4 MILE TO POINT WHERE ROAD IS
 DB1267'WASHED OUT AND END OF TRUCK TRAVEL.  PACK EAST AND NORTHEAST UP THE
 DB1267'WASH AND RIDGES TO THE STATION WHICH IS ON THE NORTH HIGHPOINT OF THE
 DB1267'MOUNTAIN.  ABOUT A 1-HOUR PACK OVER STEEP ROUGH TERRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0783 ***********************************************************************
 DT0783  DESIGNATION -  GILA
 DT0783  PID         -  DT0783
 DT0783  STATE/COUNTY-  AZ/GRAHAM
 DT0783  USGS QUAD   -  GILA PEAK (1989)
 DT0783
 DT0783                         *CURRENT SURVEY CONTROL
 DT0783  ___________________________________________________________________
 DT0783* NAD 83(1992)-  33 11 36.94308(N)    109 57 07.16862(W)     ADJUSTED  
 DT0783* NAVD 88     -      2021.6    (meters)    6633.     (feet)  VERTCON   
 DT0783  ___________________________________________________________________
 DT0783  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 DT0783  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DT0783  HORZ ORDER  -  SECOND
 DT0783
 DT0783.The horizontal coordinates were established by classical geodetic methods
 DT0783.and adjusted by the National Geodetic Survey in August 1993.
 DT0783
 DT0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0783
 DT0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0783
 DT0783.The geoid height was determined by GEOID03.
 DT0783
 DT0783;                    North         East     Units Scale Factor Converg.
 DT0783;SPC AZ E     -   243,240.840   233,376.193   MT  0.99990494   +0 07 03.1
 DT0783;SPC AZ E     -   798,034.25    765,669.92   iFT  0.99990494   +0 07 03.1
 DT0783;UTM  12      - 3,673,238.424   597,688.442   MT  0.99971766   +0 34 25.7
 DT0783
 DT0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0783!SPC AZ E     -   0.99968682  x   0.99990494  =   0.99959179
 DT0783!UTM  12      -   0.99968682  x   0.99971766  =   0.99940456
 DT0783
 DT0783|---------------------------------------------------------------------|
 DT0783| PID    Reference Object                     Distance      Geod. Az  |
 DT0783|                                                           dddmmss.s |
 DT0783| CD2940 GILA RM 2                            10.665 METERS 00415     |
 DT0783| DT0784 T38N R2 3E SEC 2 CC SC18RO           23.513 METERS 04043     |
 DT0783| DT0782 P6 29 1/2 M WMIR                      1.850 METERS 06015     |
 DT0783| CD2939 GILA RM 1                             6.949 METERS 07213     |
 DT0783| CD2938 GILA AZ MK                                         0741107.8 |
 DT0783|---------------------------------------------------------------------|
 DT0783
 DT0783                          SUPERSEDED SURVEY CONTROL
 DT0783
 DT0783  NAD 83(1986)-  33 11 36.93877(N)    109 57 07.16933(W) AD(       ) 2
 DT0783  NAD 27      -  33 11 36.74220(N)    109 57 04.85670(W) AD(       ) 2
 DT0783  NGVD 29 (07/19/86) 2020.9    (m)         6630.     (f) VERT ANG    3  
 DT0783
 DT0783.Superseded values are not recommended for survey control.
 DT0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0783.See file dsdata.txt to determine how the superseded data were derived.
 DT0783
 DT0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9768873238(NAD 83)
 DT0783_MARKER: DD = SURVEY DISK
 DT0783_SETTING: 80 = SET IN A BOULDER
 DT0783_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0783
 DT0783  HISTORY     - Date     Condition        Report By
 DT0783  HISTORY     - 1960     MONUMENTED       USGS
 DT0783  HISTORY     - 1967     GOOD             AMS
 DT0783
 DT0783                          STATION DESCRIPTION
 DT0783
 DT0783'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 DT0783'THE STATION IS LOCATED ON GILA PEAK, ABOUT 31 MILES SOUTHEAST
 DT0783'OF SAN CARLOS, 11 MILES NORTH OF FORT THOMAS, AND 8 MILES
 DT0783'SOUTHWEST OF ARSENIC TUBS.
 DT0783'
 DT0783'TO REACH THE STATION FROM THE POST OFFICE IN SAN CARLOS, GO
 DT0783'SOUTH ON THE BLACK TOPPED ROAD 1.6 MILES TO A T-ROAD TO THE
 DT0783'LEFT.  TURN LEFT, EAST, AND FOLLOW THE GRADED ROAD 0.4 MILE
 DT0783'TO A Y-FORK.  TAKE LEFT FORK AND GO EASTERLY ON THE GRADED
 DT0783'ROAD 7.6 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EASTERLY, 10.0
 DT0783'MILES TO A Y-FORK AND SIGNS POINT OF PINES CAMP AND ARSENIC
 DT0783'TUBS.  TAKE RIGHT FORK, AS PER SIGN ARSENIC TUBS, AND FOLLOW
 DT0783'THE GRADED ROAD EAST 9.2 MILES TO A Y-FORK.  TAKE RIGHT FORK,
 DT0783'AND GO SOUTHEAST AND EAST 13.7 MILES TO A Y-FORK AND JUST BEFORE
 DT0783'REACHING ARSENIC TUBS.  KEEP RIGHT FORK, SOUTHEAST, 0.4 MILE TO A
 DT0783'T-ROAD TO THE RIGHT, SOUTHWEST, AND FOLLOW THE TRACK ROAD 2.7
 DT0783'MILES TO A WIRE GATE.  PASS THROUGH GATE, AND CONTINUE
 DT0783'SOUTHWEST ON THE TRACK ROAD 2.2 MILES TO A Y-FORK.  TAKE LEFT
 DT0783'FORK, AND CONTINUE SOUTHWEST ON THE TRACK ROAD 2.0 MILES
 DT0783'TO A WIRE GATE.  PASS THROUGH GATE, AND CONTINUE SOUTHWEST
 DT0783'ON THE TRACK ROAD 0.15 MILE TO THE AZIMUTH MARK ON THE
 DT0783'SOUTHEAST SIDE OF THE ROAD.  THIS IS JUST AFTER PASSING AN
 DT0783'EARTH TANK.  CONTINUE AHEAD, SOUTHWEST, ON THE TRACK ROAD 0.5 MILE
 DT0783'TO THE END OF TRUCK TRAVEL.  PACK SOUTHWEST TO THE
 DT0783'HIGHEST POINT OF THE MOUNTAIN AND THE STATION.  THIS IS A 1-1/2
 DT0783'HOUR PACK.
 DT0783'
 DT0783'THE STATION MARK, WHICH HAS NO STAMPING, IS A U.S. GEOLOGICAL
 DT0783'SURVEY DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DT0783'3 INCHES.
 DT0783'
 DT0783'REFERENCE MARK NO. 1, STAMPED GILA NO 1 1960, IS A STANDARD
 DT0783'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 DT0783'THE GROUND.
 DT0783'
 DT0783'REFERENCE MARK NO. 2, STAMPED GILA NO 2 1960, IS A STANDARD
 DT0783'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 DT0783'
 DT0783'THE G.L.O. DISK, STAMPED P6 29 1/2M, MN1R 1915, IS A U.S.
 DT0783'GOVERNMENT LAND OFFICE DISK RIVETED TO THE TOP OF A 1 INCH IRON
 DT0783'PIPE THAT PROJECTS 2 FEET.
 DT0783'
 DT0783'THE CADASTRAL SURVEY DISK, STAMPED T 38 R2 3E S2 CC SC18RO 1955,
 DT0783'IS A U.S. BUREAU OF LAND MANAGEMENT DISK RIVETED TO THE TOP OF
 DT0783'2 INCH IRON PIPE THAT PROJECTS 2 FEET.
 DT0783'
 DT0783'THE AZIMUTH MARK, STAMPED GILA 1960, IS A STANDARD DISK CEMENTED
 DT0783'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET AND IS THE
 DT0783'ONLY LARGE BOULDER IN THE GENERAL VICINITY.  IT IS 65 FEET
 DT0783'SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 DT0783
 DT0783                          STATION RECOVERY (1967)
 DT0783
 DT0783'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0783'STATION IS LOCATED ON GILA PEAK ABOUT 31.9 AIRMILES (SE) OF
 DT0783'SAN CARLOS, AND 16.9 AIRMILES (SW) OF POINT OF PINES.
 DT0783'
 DT0783'TO REACH FROM INTERSECTION OF HWYS U.S. 70 AND ARIZONA 170 AT
 DT0783'PERIDOT GO (E) ON U.S. 70 FOR 5 MILES TO A ROAD LEFT (N) TURN LEFT
 DT0783'(N) AND GO 37 MI. TO Y INTERSECTION, TAKE RIGHT FORK (E) AND GO 0.6
 DT0783'MILE TO ANOTHER Y INTERSECTION, TAKE RIGHT FORK (SE) AND GO 0.3
 DT0783'MILE TO ROAD RIGHT (S), TURN RIGHT (S) FOR 10 YARDS TO Y
 DT0783'INTERSECTION, TAKE RIGHT FORK (SSE) AND GO 2.8 MILES TO A WIRE
 DT0783'GATE, PASS THROUGH GATE AND GO 1.8 MILES TO Y INTERSECTION,
 DT0783'TAKE RIGHT FORK (S) AND GO 0.3 MILE TO ANOTHER Y INTERSECTION,
 DT0783'TAKE LEFT FORK (S) AND GO 1.2 MILES TO Y INTERSECTION, TAKE
 DT0783'LEFT FORK (SSE) FOR 0.7 MILE TO WIRE GATE, PASS THROUGH
 DT0783'GATE AND GO 0.2 MILE TO AZIMUTH MARK LOCATED 65 FT (SE) OF
 DT0783'CENTERLINE OF ROAD AND NEAR (SW) CORNER OF A TANK.  AZIMUTH
 DT0783'MARK IS ON A LONE BOULDER 2 FEET HIGH.  FROM AZIMUTH MARK
 DT0783'PROCEED CROSS-COUNTRY (WSW) 0.2 MI TO END OF TRUCK TRAVEL,
 DT0783'PACK (S) 0.2 MI. TO LARGE GULLY, GO (SW) UP GULLY TO PEAK AND
 DT0783'STATION.  TWO HOUR PACK.
 DT0783'
 DT0783'STATION MARK IS A STANDARD USGS BRONZE DISK STAMPED 1900.
 DT0783'
 DT0783'REFERENCE MARK 1 IS A STANDARD USC AND GS R.M. DISK STAMPED GILA
 DT0783'1 1960.  FROM THE STATION IT IS (ENE) ON A MAG AZ 73 DEG AT
 DT0783'A DISTANCE OF 22.8 FT AND A DE OF -0.9 FEET.
 DT0783'
 DT0783'REFERENCE MARK 2 IS A STANDARD USC AND GS R.M. DISK STAMPED GILA
 DT0783'2 1960.  AND IS (N) ON A MAG AZ OF 5 DEG AT A DISTANCE OF 34.99
 DT0783'FT AND A DE OF -1.5 FT.
 DT0783'
 DT0783'A 1915 GLO DISK STAMPED PL 29-1/2 M WMIR IS RIVETED TO TOP OF
 DT0783'AN IRON PIPE PROJECTING 1.8 FT AND IS 6.07 FT (ENE) OF STATION
 DT0783'ON A MAG AZ OF 60 DEG AND A DE OF -0.1 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1549 ***********************************************************************
 DA1549  DESIGNATION -  GILA
 DA1549  PID         -  DA1549
 DA1549  STATE/COUNTY-  AZ/MARICOPA
 DA1549  USGS QUAD   -  GILA BEND (1973)
 DA1549
 DA1549                         *CURRENT SURVEY CONTROL
 DA1549  ___________________________________________________________________
 DA1549* NAD 83(1992)-  32 56 59.01399(N)    112 41 48.67356(W)     ADJUSTED  
 DA1549* NAVD 88     -       239.3    (meters)     785.     (feet)  VERTCON   
 DA1549  ___________________________________________________________________
 DA1549  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DA1549  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA1549  HORZ ORDER  -  SECOND
 DA1549
 DA1549.The horizontal coordinates were established by classical geodetic methods
 DA1549.and adjusted by the National Geodetic Survey in August 1993.
 DA1549
 DA1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1549
 DA1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1549
 DA1549.The geoid height was determined by GEOID03.
 DA1549
 DA1549;                    North         East     Units Scale Factor Converg.
 DA1549;SPC AZ C     -   216,446.661   140,414.053   MT  0.99996559   -0 25 27.7
 DA1549;SPC AZ C     -   710,126.84    460,676.03   iFT  0.99996559   -0 25 27.7
 DA1549;UTM  12      - 3,646,991.294   341,387.611   MT  0.99991020   -0 55 23.2
 DA1549
 DA1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1549!SPC AZ C     -   0.99996735  x   0.99996559  =   0.99993294
 DA1549!UTM  12      -   0.99996735  x   0.99991020  =   0.99987755
 DA1549
 DA1549:                Primary Azimuth Mark                     Grid Az
 DA1549:SPC AZ C     -  ROUTE 84 DISK                            055 39 26.9
 DA1549:UTM  12      -  ROUTE 84 DISK                            056 09 22.4
 DA1549
 DA1549|---------------------------------------------------------------------|
 DA1549| PID    Reference Object                     Distance      Geod. Az  |
 DA1549|                                                           dddmmss.s |
 DA1549| CH4257 ROUTE 84 DISK                                      0551359.2 |
 DA1549| CH5211 GILA RM 2                            12.286 METERS 10157     |
 DA1549| CH4647 ROUTE 84 STA 73+25.97 POC                          1354449.2 |
 DA1549| CH5210 GILA RM 1                            10.671 METERS 19731     |
 DA1549| DA1551 GILA BEND AFB WATER TANK            APPROX. 8.2 KM 2030624.4 |
 DA1549| DA1550 RNG GILA BENC GBN                   APPROX. 2.3 KM 2921017.5 |
 DA1549|---------------------------------------------------------------------|
 DA1549
 DA1549                          SUPERSEDED SURVEY CONTROL
 DA1549
 DA1549  NAD 83(1986)-  32 56 59.00658(N)    112 41 48.67782(W) AD(       ) 2
 DA1549  NAD 27      -  32 56 58.84450(N)    112 41 46.08340(W) AD(       ) 2
 DA1549  NGVD 29 (07/19/86)  238.7    (m)          783.     (f) VERT ANG    3  
 DA1549
 DA1549.Superseded values are not recommended for survey control.
 DA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1549.See file dsdata.txt to determine how the superseded data were derived.
 DA1549
 DA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4138846991(NAD 83)
 DA1549_MARKER: DS = TRIANGULATION STATION DISK
 DA1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1549+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA1549
 DA1549  HISTORY     - Date     Condition        Report By
 DA1549  HISTORY     - 1960     MONUMENTED       CGS
 DA1549  HISTORY     - 1970     GOOD             NGS
 DA1549  HISTORY     - 1974     GOOD             NGS
 DA1549  HISTORY     - 1980     POOR             NGS
 DA1549  HISTORY     - 19941201 GOOD             USPSQD
 DA1549  HISTORY     - 20070417 GOOD             GEOCAC
 DA1549
 DA1549                          STATION DESCRIPTION
 DA1549
 DA1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1549'THE STATION IS 0.15 MILE SOUTHEAST ALONG STATE ROUTE 84 FROM
 DA1549'ITS JUNCTION WITH U.S. HIGHWAY 80, 1 MILE EAST OF THE CENTER
 DA1549'OF GILA BEND, 18 FEET EAST OF THE CENTER LINE OF STATE ROUTE
 DA1549'84 AND 14 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF THE
 DA1549'NORTHEAST SIDE OF THE RAILROAD OVERPASS.
 DA1549'
 DA1549'THE STATION, WITH UNDERGROUND MARK, STAMPED GILA 1960 IS A
 DA1549'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 DA1549'
 DA1549'REFERENCE MARK 1 IS A STANDARD DISK OF THE ARIZONA HIGHWAY
 DA1549'DEPARTMENT SET IN THE TOP OF THE CURB 12 FEET SOUTHWEST OF THE
 DA1549'CENTER LINE OF THE HIGHWAY AND 5 FEET SOUTHEAST OF THE NORTHWEST
 DA1549'END OF THE OVERPASS.
 DA1549'
 DA1549'THE AZIMUTH MARK TO THE NORTHEAST IS A STANDARD DISK OF THE
 DA1549'ARIZONA HIGHWAY DEPARTMENT SET IN THE TOP AND CENTER OF THE
 DA1549'SOUTH BRIDGE ABUTMENT 0.4 MILE EAST OF THE STATION ALONG U.S.
 DA1549'HIGHWAY 80 AND 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 DA1549'IT IS NOT STAMPED.
 DA1549'
 DA1549'THE AZIMUTH MARK TO THE SOUTHEAST, STAMPED 73+25.97 1959, IS A
 DA1549'STANDARD DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A 6-INCH
 DA1549'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURROUNDING AREA,
 DA1549'100 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE ROUTE
 DA1549'84, 40 FEET SOUTH OF THE CORNER OF A RAILROAD TIE FENCE, 6
 DA1549'INCHES EAST OF THE FENCE AND 6 INCHES WEST OF A RIGHT OF WAY
 DA1549'POST LETTERED P.O.C. 73 + 25.97 HWY R OF W.  IT IS 1.25 MILES
 DA1549'SOUTHEAST OF THE STATION ALONG STATE ROUTE 84.
 DA1549
 DA1549                          STATION RECOVERY (1970)
 DA1549
 DA1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DA1549'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARKS WERE
 DA1549'RECOVERED.  THE STATION MARK IS PROJECTING ABOUT 1-1/2 FEET
 DA1549'AND WAS RE-INFORCED AT THIS TIME AND REFERENCE MARK 2 WAS
 DA1549'ESTABLISHED.
 DA1549'
 DA1549'THE STATION IS LOCATED ON TOP OF THE OVERPASS WHERE STATE
 DA1549'HIGHWAY 84 PASSES OVER THE RAILROAD AT THE SOUTHEAST END OF
 DA1549'GILA BEND.
 DA1549'
 DA1549'THE STATION MARK IS A STANDARD DISK STAMPED, GILA 1960.  IT
 DA1549'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 18 INCHES
 DA1549'SQUARE AT THE TOP AND ABOUT 14 INCHES AT GROUND LEVEL.  IT IS
 DA1549'45 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE EAST BRIDGE,
 DA1549'28 FEET WEST OF THE EAST GUARD RAIL AND 6 FEET EAST OF THE
 DA1549'WEST GUARD RAIL.
 DA1549'
 DA1549'REFERENCE MARK 1 IS AN UNSTAMPED ARIZONA HIGHWAY DEPARTMENT
 DA1549'DISK WHICH IS SET IN A DRILL HOLE IN THE WHEEL GUARD NEAR
 DA1549'THE SOUTHEAST END OF THE WEST BRIDGE.
 DA1549'
 DA1549'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GILA 1960 NO 2
 DA1549'1970.  IT IS SET IN A DRILL HOLE IN THE 2X2 FOOT CONCRETE
 DA1549'BASE WHICH SUPPORTS A SIGNAL LAMP.  IT IS 8 FEET NORTH OF THE
 DA1549'NORTHWEST CORNER OF THE EAST BRIDGE AND 4 FEET WEST OF A
 DA1549'GUARD RAIL.
 DA1549'
 DA1549'AZIMUTH MARK (73+25.97 AHD) IS SET IN THE TOP OF A SMALL
 DA1549'CONCRETE POST IN A FENCE CORNER BY A PAINTED ANGLE IRON POST.
 DA1549'IT IS ABOUT 100 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DA1549'HIGHWAY.
 DA1549'
 DA1549'NOTE--CAUTION SHOULD BE EXERCISED IN USING THE UNSTAMPED AHD
 DA1549'AZIMUTH MARK WHICH IS PREVIOUSLY DESCRIBED IN A BRIDGE 0.4
 DA1549'MILE NORTHEAST OF THE STATION.  THERE ARE TWO DISKS SET ONLY
 DA1549'A FEW FEET APART.
 DA1549'
 DA1549'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1549'
 DA1549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 DA1549'EAST OF GILA BEND.
 DA1549
 DA1549                          STATION RECOVERY (1974)
 DA1549
 DA1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 DA1549'THE STATION MARK, R.M. 1, AND R.M. 2 WERE RECOVERED AND FOUND
 DA1549'IN GOOD CONDITION.  THE ANGLES TO THE REFERENCE MARKS CHECK
 DA1549'THE 1970 VALUES ABOUT 1 MINUTE AND THE DISTANCE TO R.M. 2
 DA1549'CHECKS FLAT AND R.M. 1 CHECKS 0.008 METERS.
 DA1549'
 DA1549'TO REACH THE STATION FROM EUCLID AVE IN GILA BEND, GO EAST
 DA1549'ALONG I-8 FOR 1 MILE TO THE OVERPASS WHERE STATE ROUTE 84
 DA1549'PASSES OVER U.S. 80 AND THE RAILROAD.  THE STATION IS LOCATED
 DA1549'ON TOP OF OVERPASS BETWEEN NORTH AND SOUTH BOUND LANES AND
 DA1549'BETWEEN THE RAILROAD BRIDGE AND U.S. 80.
 DA1549'
 DA1549'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1549'
 DA1549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 DA1549'EAST OF GILA BEND
 DA1549
 DA1549                          STATION RECOVERY (1980)
 DA1549
 DA1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (BWM)
 DA1549'STATION MARK RECOVERED AS DESCRIBED, MARK IS IN POOR CONDITION, POST
 DA1549'HAS BEEN PARTIALLY DUG UP, BUT IS STILL INTACT.
 DA1549
 DA1549                          STATION RECOVERY (1994)
 DA1549
 DA1549'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1549'RECOVERED IN GOOD CONDITION.
 DA1549
 DA1549                          STATION RECOVERY (2007)
 DA1549
 DA1549'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1280 ***********************************************************************
 DA1280  DESIGNATION -  GILA BEND
 DA1280  PID         -  DA1280
 DA1280  STATE/COUNTY-  AZ/MARICOPA
 DA1280  USGS QUAD   -  GILA BEND (1973)
 DA1280
 DA1280                         *CURRENT SURVEY CONTROL
 DA1280  ___________________________________________________________________
 DA1280* NAD 83(1992)-  32 56 50.63985(N)    112 42 47.44220(W)     ADJUSTED  
 DA1280* NAVD 88     -       226.16   (+/-2cm)     742.0    (feet)  VERTCON   
 DA1280  ___________________________________________________________________
 DA1280  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DA1280  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA1280  HORZ ORDER  -  THIRD
 DA1280  VERT ORDER  -  THIRD ? (See Below)
 DA1280
 DA1280.The horizontal coordinates were established by classical geodetic methods
 DA1280.and adjusted by the National Geodetic Survey in August 1993.
 DA1280
 DA1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1280.The vertical order pertains to the NGVD 29 superseded value.
 DA1280
 DA1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1280
 DA1280.The geoid height was determined by GEOID03.
 DA1280
 DA1280;                    North         East     Units Scale Factor Converg.
 DA1280;SPC AZ C     -   216,200.122   138,885.742   MT  0.99996837   -0 25 59.6
 DA1280;SPC AZ C     -   709,317.99    455,661.88   iFT  0.99996837   -0 25 59.6
 DA1280;UTM  12      - 3,646,758.080   339,857.295   MT  0.99991622   -0 55 55.0
 DA1280
 DA1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1280!SPC AZ C     -   0.99996941  x   0.99996837  =   0.99993778
 DA1280!UTM  12      -   0.99996941  x   0.99991622  =   0.99988563
 DA1280
 DA1280:                Primary Azimuth Mark                     Grid Az
 DA1280:SPC AZ C     -  BEND                                     353 12 50.4
 DA1280:UTM  12      -  BEND                                     353 42 45.8
 DA1280
 DA1280|---------------------------------------------------------------------|
 DA1280| PID    Reference Object                     Distance      Geod. Az  |
 DA1280|                                                           dddmmss.s |
 DA1280| DV1834 BEND                                APPROX. 9.3 KM 3524650.8 |
 DA1280|---------------------------------------------------------------------|
 DA1280
 DA1280                          SUPERSEDED SURVEY CONTROL
 DA1280
 DA1280  NAD 83(1986)-  32 56 50.63216(N)    112 42 47.44610(W) AD(       ) 3
 DA1280  NGVD 29 (06/20/88)  225.58   (m)          740.1    (f) LEVELING    3  
 DA1280
 DA1280.Superseded values are not recommended for survey control.
 DA1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1280.See file dsdata.txt to determine how the superseded data were derived.
 DA1280
 DA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3985746758(NAD 83)
 DA1280_MARKER: Z = SEE DESCRIPTION
 DA1280_SETTING: 0 = UNSPECIFIED SETTING
 DA1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1280
 DA1280  HISTORY     - Date     Condition        Report By
 DA1280  HISTORY     - 1949     MONUMENTED       USGS
 DA1280  HISTORY     - 19941201 MARK NOT FOUND   USPSQD
 DA1280  HISTORY     - 20010730 MARK NOT FOUND   NGS
 DA1280  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DA1280
 DA1280                          STATION DESCRIPTION
 DA1280
 DA1280'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DA1280'LOCATED IN TOWN OF GILA BEND AT SOUTHERN PACIFIC PUMP HOUSE FOR
 DA1280'BOILING WATER SUPPLY OVER WHICH IS A 60-FT WOODEN TOWER, CENTER
 DA1280'OF WHICH IS STATION.
 DA1280'
 DA1280'NO TO REACH GIVEN.
 DA1280'
 DA1280'STATION MARK--FILED CROSS ON CAP OF ROTARY PUMP NEAR CENTER OF
 DA1280'TOWER.  (A CHISELED CROSS IS IN NORTHEAST CORNER OF TOP OF
 DA1280'CONCRETE PUMP FOUNDATION FOR PLANETABLE ELEVATION)
 DA1280'
 DA1280'RM 1--NGS BM DISK STAMPED---Z 13 1927 RM NO 1 GILA BEND 1948---, IN
 DA1280'TOP OF CONCRETE POST.  (PREVIOUSLY STAMPED---Z 13 1927---)
 DA1280'
 DA1280'RM 2--STANDARD RM TABLET STAMPED---GILA BEND NO 2 1948---, IN TOP
 DA1280'OF 6-INCH ROUND TILE PIPE FILLED WITH CONCRETE.
 DA1280'
 DA1280'1973 NOTE FROM FORM 9-1165--WATER TOWER HAS BEEN REMOVED AND
 DA1280'CHISELED CROSS NOT FOUND IN REMAINS OF FOUNDATION.
 DA1280
 DA1280                          STATION RECOVERY (1994)
 DA1280
 DA1280'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1280'MARK NOT FOUND.
 DA1280
 DA1280                          STATION RECOVERY (2001)
 DA1280
 DA1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1280'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1280
 DA1280                          STATION RECOVERY (2007)
 DA1280
 DA1280'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1551 ***********************************************************************
 DA1551  DESIGNATION -  GILA BEND AFB WATER TANK
 DA1551  PID         -  DA1551
 DA1551  STATE/COUNTY-  AZ/MARICOPA
 DA1551  USGS QUAD   -  GILA BEND (1973)
 DA1551
 DA1551                         *CURRENT SURVEY CONTROL
 DA1551  ___________________________________________________________________
 DA1551* NAD 83(1992)-  32 52 55.38084(N)    112 43 51.86392(W)     ADJUSTED  
 DA1551* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 DA1551  ___________________________________________________________________
 DA1551  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DA1551  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA1551  HORZ ORDER  -  THIRD
 DA1551
 DA1551.The horizontal coordinates were established by classical geodetic methods
 DA1551.and adjusted by the National Geodetic Survey in August 1993.
 DA1551
 DA1551.The orthometric height was scaled from a topographic map.
 DA1551
 DA1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1551
 DA1551.The geoid height was determined by GEOID03.
 DA1551
 DA1551;                    North         East     Units Scale Factor Converg.
 DA1551;SPC AZ C     -   208,965.862   137,156.533   MT  0.99997158   -0 26 31.8
 DA1551;SPC AZ C     -   685,583.54    449,988.63   iFT  0.99997158   -0 26 31.8
 DA1551;UTM  12      - 3,639,539.494   338,065.327   MT  0.99992334   -0 56 24.1
 DA1551
 DA1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1551!SPC AZ C     -   0.99996352  x   0.99997158  =   0.99993510
 DA1551!UTM  12      -   0.99996352  x   0.99992334  =   0.99988687
 DA1551
 DA1551                          SUPERSEDED SURVEY CONTROL
 DA1551
 DA1551  NAD 83(1986)-  32 52 55.37332(N)    112 43 51.86877(W) AD(       ) 3
 DA1551  NAD 27      -  32 52 55.20620(N)    112 43 49.26630(W) AD(       ) 3
 DA1551
 DA1551.Superseded values are not recommended for survey control.
 DA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1551.See file dsdata.txt to determine how the superseded data were derived.
 DA1551
 DA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3806539539(NAD 83)
 DA1551_MARKER: 53 = ELEVATED TANK
 DA1551
 DA1551  HISTORY     - Date     Condition        Report By
 DA1551  HISTORY     - 1960     FIRST OBSERVED   CGS
 DA1551  HISTORY     - 1968     GOOD             AMS
 DA1551  HISTORY     - 20010730 GOOD             NGS
 DA1551
 DA1551                          STATION DESCRIPTION
 DA1551
 DA1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1551'THE STATION IS ON THE GILA BEND AIR FORCE BASE RESERVATION.
 DA1551'TO REACH FROM THE POST OFFICE AT GILA BEND GO SOUTH ON STATE
 DA1551'HIGHWAY 85 FOR 3.6 MILES TO THE ENTRANCE ROAD TO THE BASE,
 DA1551'THENCE 0.6 MILE SOUTHEAST TO THE TANK.  THE STATION IS A
 DA1551'FOUR LEGGED STEEL STRUCTURE PAINTED RED AND WHITE AND IS
 DA1551'ABOUT 120 FEET IN ELEVATION.  THE POINT THAT WAS INTERSECTED
 DA1551'IS THE RED LIGHT ON TOP OF THE TANK.
 DA1551
 DA1551                          STATION RECOVERY (1968)
 DA1551
 DA1551'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 DA1551'TANK WAS OBSERVED AS AZIMUTH FEATURE WITH GOOD DIRECTION CHECKS.
 DA1551
 DA1551                          STATION RECOVERY (2001)
 DA1551
 DA1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1551'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0700 ***********************************************************************
 DA0700  DESIGNATION -  GILA BEND MAGNETIC STA
 DA0700  PID         -  DA0700
 DA0700  STATE/COUNTY-  AZ/MARICOPA
 DA0700  USGS QUAD   -  GILA BEND (1973)
 DA0700
 DA0700                         *CURRENT SURVEY CONTROL
 DA0700  ___________________________________________________________________
 DA0700* NAD 83(1986)-  32 56 45.     (N)    112 43 12.     (W)     SCALED    
 DA0700* NAVD 88     -       223.94   (+/-2cm)     734.7    (feet)  VERTCON   
 DA0700  ___________________________________________________________________
 DA0700  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0700  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0700
 DA0700.The horizontal coordinates were scaled from a topographic map and have
 DA0700.an estimated accuracy of +/- 6 seconds.
 DA0700
 DA0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0700.The vertical order pertains to the NGVD 29 superseded value.
 DA0700
 DA0700.The geoid height was determined by GEOID03.
 DA0700
 DA0700;                    North         East    Units  Estimated Accuracy
 DA0700;SPC AZ C     -   216,030.      138,250.      MT  (+/- 180 meters Scaled)
 DA0700
 DA0700                          SUPERSEDED SURVEY CONTROL
 DA0700
 DA0700  NGVD 29 (??/??/92)  223.365  (m)          732.82   (f) ADJ UNCH    1 2
 DA0700
 DA0700.Superseded values are not recommended for survey control.
 DA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0700.See file dsdata.txt to determine how the superseded data were derived.
 DA0700
 DA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB392465(NAD 83)
 DA0700_MARKER: DB = BENCH MARK DISK
 DA0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0700_SP_SET: CONCRETE MOUND
 DA0700_STAMPING: ELEV 732.768 FT 1923
 DA0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0700
 DA0700  HISTORY     - Date     Condition        Report By
 DA0700  HISTORY     - 1923     MONUMENTED       CGS
 DA0700  HISTORY     - 1949     GOOD             NGS
 DA0700  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0700  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0700  HISTORY     - 19941201 GOOD             USPSQD
 DA0700  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0700  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA0700  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DA0700
 DA0700                          STATION DESCRIPTION
 DA0700
 DA0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DA0700'IN GILA BEND.
 DA0700'AT GILA BEND, MARICOPA COUNTY, AT THE WEST EDGE OF TOWN, 269 FEET
 DA0700'NORTH OF THE CENTERLINE OF THE SOUTHERN PACIFIC CO. RAILROAD TRACK, 97
 DA0700'FEET NORTH OF THE FENCE AROUND THE GENERAL PETROLEUM CO. WAREHOUSE, 4
 DA0700'FEET EAST OF THE PROLONGATION OF THE WEST WALL OF THE BUILDING, AND 5
 DA0700'FEET NORTH OF THE PROLONGATION OF A ROW OF POWER TRANSMISSION LINE
 DA0700'POLES.  A STANDARD MAGNETIC STATION DISK, STAMPED ELEV 732.768 FT 1923
 DA0700'AND SET IN THE TOP OF A 1-1/2 FOOT CONCRETE MOUND PROJECTING 4 INCHES
 DA0700'ABOVE GROUND.
 DA0700
 DA0700                          STATION RECOVERY (1980)
 DA0700
 DA0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0700'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DA0700
 DA0700                          STATION RECOVERY (1980)
 DA0700
 DA0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0700'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DA0700
 DA0700                          STATION RECOVERY (1994)
 DA0700
 DA0700'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0700'RECOVERED IN GOOD CONDITION.
 DA0700
 DA0700                          STATION RECOVERY (2006)
 DA0700
 DA0700'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0700'NOT FOUND.
 DA0700
 DA0700                          STATION RECOVERY (2006)
 DA0700
 DA0700'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0700'MARK NOT FOUND.
 DA0700
 DA0700                          STATION RECOVERY (2007)
 DA0700
 DA0700'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2131 ***********************************************************************
 DU2131  DESIGNATION -  GILA BUTTE
 DU2131  PID         -  DU2131
 DU2131  STATE/COUNTY-  AZ/PINAL
 DU2131  USGS QUAD   -  GILA BUTTE (1981)
 DU2131
 DU2131                         *CURRENT SURVEY CONTROL
 DU2131  ___________________________________________________________________
 DU2131* NAD 83(1992)-  33 09 20.71852(N)    111 51 43.12903(W)     ADJUSTED  
 DU2131* NAVD 88     -       505.1    (meters)    1657.     (feet)  VERTCON   
 DU2131  ___________________________________________________________________
 DU2131  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DU2131  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU2131  HORZ ORDER  -  FIRST
 DU2131
 DU2131.The horizontal coordinates were established by classical geodetic methods
 DU2131.and adjusted by the National Geodetic Survey in August 1993.
 DU2131
 DU2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2131
 DU2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2131
 DU2131.The geoid height was determined by GEOID03.
 DU2131
 DU2131;                    North         East     Units Scale Factor Converg.
 DU2131;SPC AZ C     -   239,025.302   218,461.110   MT  0.99990032   +0 01 47.7
 DU2131;SPC AZ C     -   784,203.75    716,735.93   iFT  0.99990032   +0 01 47.7
 DU2131;UTM  12      - 3,668,884.898   419,617.945   MT  0.99967966   -0 28 17.2
 DU2131
 DU2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2131!SPC AZ C     -   0.99992541  x   0.99990032  =   0.99982574
 DU2131!UTM  12      -   0.99992541  x   0.99967966  =   0.99960510
 DU2131
 DU2131:                Primary Azimuth Mark                     Grid Az
 DU2131:SPC AZ C     -  TT Y 24                                  033 32 00.8
 DU2131:UTM  12      -  TT Y 24                                  034 02 05.7
 DU2131
 DU2131|---------------------------------------------------------------------|
 DU2131| PID    Reference Object                     Distance      Geod. Az  |
 DU2131|                                                           dddmmss.s |
 DU2131| CH5612 TT Y 24                                            0333348.5 |
 DU2131| CH5213 GILA BUTTE RM 1                       5.690 METERS 04059     |
 DU2131| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX. 6.3 KM 0544225.1 |
 DU2131| CH5212 GILA BUTTE RM 3 AZIMUTH                            0625047.4 |
 DU2131| CH5214 GILA BUTTE RM 2                      15.294 METERS 12019     |
 DU2131| DU2115 SACATON WATER TANK OLD              APPROX.14.1 KM 1261309.6 |
 DU2131| DU2117 SACATON WATER TANK                  APPROX.14.1 KM 1262434.7 |
 DU2131| DU2118 SACATON PEAK AIR BEACON             APPROX.24.3 KM 1335957.2 |
 DU2131|---------------------------------------------------------------------|
 DU2131
 DU2131                          SUPERSEDED SURVEY CONTROL
 DU2131
 DU2131  NAD 83(1986)-  33 09 20.71205(N)    111 51 43.13261(W) AD(       ) 1
 DU2131  NAD 27      -  33 09 20.52060(N)    111 51 40.63580(W) AD(       ) 1
 DU2131  NGVD 29 (07/19/86)  504.6    (m)         1656.     (f) VERT ANG    3  
 DU2131
 DU2131.Superseded values are not recommended for survey control.
 DU2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2131.See file dsdata.txt to determine how the superseded data were derived.
 DU2131
 DU2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1961868885(NAD 83)
 DU2131_MARKER: DS = TRIANGULATION STATION DISK
 DU2131_SETTING: 66 = SET IN ROCK OUTCROP
 DU2131
 DU2131  HISTORY     - Date     Condition        Report By
 DU2131  HISTORY     - 1935     MONUMENTED       CGS
 DU2131  HISTORY     - 1959     GOOD             AMS
 DU2131  HISTORY     - 1962     GOOD             CGS
 DU2131  HISTORY     - 1966     GOOD             AMS
 DU2131  HISTORY     - 1976     GOOD             NGS
 DU2131  HISTORY     - 1986     GOOD             LOCSUR
 DU2131
 DU2131                          STATION DESCRIPTION
 DU2131
 DU2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2131'ON THE HIGHEST AND MOST SOUTHEASTERN PEAK OF GILA BUTTE, JUST
 DU2131'NORTH OF THE GILA RIVER, ABOUT 10 MILES, AIR LINE, SOUTH BY WEST
 DU2131'OF THE TOWN OF CHANDLER AND 4 MILES SOUTHWEST OF STATE HIGHWAY NO.
 DU2131'87.  MARKED BY A STANDARD BRONZE DISK.
 DU2131'JUST EAST OF SHALLOW SADDLE IN BEDROCK, ON TOP OF ROCKY OUTCROP.
 DU2131'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2131'IS 5.693 METERS (18.68 FEET) FROM STATION N 40 DEG 58 MIN E.
 DU2131'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DU2131'DISK, IS 15.284 METERS (50.14 FEET) FROM STATION
 DU2131'S 59 DEG 41 MIN E.  REFERENCE MARK NO. 3, USED AS AN
 DU2131'AZIMUTH MARK, IS A STANDARD DISK SET IN A CULVERT HEAD ABOUT
 DU2131'ONE-HALF MILE FROM STATION N 62 DEG 51 MIN E.
 DU2131
 DU2131                          STATION RECOVERY (1959)
 DU2131
 DU2131'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DU2131'STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DU2131
 DU2131                          STATION RECOVERY (1962)
 DU2131
 DU2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2131'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DU2131'CONDITION.  THE DIRECTION TO ALL MARKS CHECKED WITH THE ORIGINAL
 DU2131'DESCRIPTION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE
 DU2131'REFERENCE MARKS.
 DU2131'
 DU2131'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 DU2131'
 DU2131'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CHANDLER, 1-1/4
 DU2131'MILES WEST OF STATE ROUTE 93, JUST NORTH OF THE GILA RIVER AND ON
 DU2131'THE HIGHEST AND MOST SOUTHEASTERLY PEAK OF GILA BUTTE.
 DU2131'
 DU2131'TO REACH FROM THE SOUTHWEST CORNER OF SQUARE AT E. BOSTON AND
 DU2131'ARIZONA AVENUE IN CHANDLER, GO SOUTH ON ARIZONA AVENUE (STATE
 DU2131'ROUTE 93 AND 87) FOR 6.8 MILES TO JUNCTION OF STATE ROUTE 93 AND
 DU2131'87, KEEP RIGHT STRAIGHT AHEAD ON STATE ROUTE 93 FOR 3.1 MILES TO
 DU2131'CROSSROAD, TURN RIGHT AND GO WEST 0.35 MILE TO A SIDE ROAD LEFT
 DU2131'AND AZIMUTH MARK ON LEFT, CONTINUE WEST FOR 0.4 MILE TO JUNCTION
 DU2131'OF 3 FORKS, KEEP LEFT AND TAKE MIDDLE FORK AND GO SOUTHWEST FOR
 DU2131'0.1 MILE TO FORK, KEEP LEFT AND GO 0.2 MILE TO POWERLINE, TURN
 DU2131'RIGHT ON POWERLINE ROAD AND GO WEST FOR 0.35 MILE TO TOP OF
 DU2131'SADDLE BETWEEN HILLS TO SIDE ROAD LEFT AND 3 POWERLINE POLES
 DU2131'ON RIGHT, TURN RIGHT AND GO SOUTH 0.05 MILE TO END OF TRUCK
 DU2131'TRAVEL.  FROM HERE PACK SOUTH UP LEFT SIDE OF RIDGE, THENCE LEFT
 DU2131'TO TOP OF BUTTE AND STATION ON HIGHEST POINT OF BUTTE AS
 DU2131'DESCRIBED.  (30 MINUTE PACK)
 DU2131'
 DU2131'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED GILA BUTTE
 DU2131'1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE
 DU2131'HIGHEST POINT OF BUTTE.
 DU2131'
 DU2131'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GILA BUTTE NO
 DU2131'1 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 DU2131'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DU2131'
 DU2131'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GILA BUTTE NO
 DU2131'2 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 DU2131'ABOUT 14 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DU2131'
 DU2131'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED GILA BUTTE AZI.
 DU2131'1935 NO. 3, IS CEMENTED IN A DRILL HOLE IN THE NORTH END OF
 DU2131'CULVERT HEADWALL, 56 FEET SOUTHWEST OF A POWER POLE, 23 FEET SOUTH
 DU2131'OF THE CENTER OF ROAD AND 12 FEET EAST OF CENTER OF ROAD.
 DU2131'
 DU2131'CORPS OF ENGINEERS (AMS) MARK IS STAMPED TT-Y-24 1960, IS A
 DU2131'BRONZE DISK SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU2131'ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 26 FEET SOUTH OF
 DU2131'ROAD, 17 FEET EAST OF BLADED ROAD AND 4.5 FEET SOUTHEAST OF THE
 DU2131'WITNESS POST.
 DU2131'
 DU2131'TO REACH THE CORPS OF ENGINEERS MARK FROM THE JUNCTION OF 3 FORKS
 DU2131'IN THE TO REACH STATION, KEEP RIGHT FORK AND CONTINUE WEST FOR
 DU2131'0.15 MILE TO MARK ON LEFT AS DESCRIBED.
 DU2131'
 DU2131'STATION MARK AND REFERENCE MARKS ARE DRILL HOLES SET IN ROCK OUTCROP.
 DU2131'
 DU2131'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2131
 DU2131                          STATION RECOVERY (1966)
 DU2131
 DU2131'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 DU2131'STATION MARK AND REF. MKS. WERE RECOVERED.
 DU2131'
 DU2131'DESCRIPTION IS ADEQUATE.
 DU2131
 DU2131                          STATION RECOVERY (1976)
 DU2131
 DU2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2131'THE STATION MARK AND ALL REFERENCE MARKS WERE FOUND AS DESCRIBED
 DU2131'AND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS CHECKED
 DU2131'THE 1962 MEASUREMENTS AND ANGLES TO RM 1 AND RM 2 CHECKED BY 18
 DU2131'SECONDS AND 9 SECONDS RESPECTIVELY.
 DU2131'
 DU2131'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2131'
 DU2131'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE AT
 DU2131'EAST BOSTON ST. AND ARIZONA AVE. IN CHANDLER, GO SOUTH ON ARIZONA
 DU2131'AVE. (STATE ROUTE 87 AND 93) FOR 6.8 MILES TO JUNCTION OF STATE
 DU2131'ROUTE 87 AND 93, KEEP RIGHT STRAIGHT AHEAD ON STATE ROUTE 93 FOR 3.1
 DU2131'MILES TO CROSSROAD, TURN RIGHT AND GO WEST 0.35 MILES TO A SIDE
 DU2131'ROAD LEFT AND THE AZIMUTH MARK ON LEFT.  CONTINUE WEST FOR
 DU2131'0.4 MILES TO JUNCTION OF 3 FORKS, KEEP LEFT AND TAKE MIDDLE FORK
 DU2131'AND GO SOUTHWEST FOR 0.1 MILE TO FORK, KEEP LEFT AND GO
 DU2131'0.2 MILES TO A POWER LINE, TURN RIGHT ON POWER LINE ROAD AND GO WEST
 DU2131'FOR 0.35 MILES TO TOP OF SADDLE BETWEEN HILLS TO A SIDE ROAD LEFT
 DU2131'AND 3 POWER LINE POLES ON THE RIGHT, TURN RIGHT AND GO SOUTH 0.05
 DU2131'MILE TO END OF TRACK ROAD.  FROM HERE, PACK SOUTH UP LEFT SIDE
 DU2131'OF RIDGE THENCE LEFT TO TOP OF BUTTE AND STATION ON HIGHEST
 DU2131'POINT OF BUTTE.
 DU2131'
 DU2131'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2131
 DU2131                          STATION RECOVERY (1986)
 DU2131
 DU2131'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DU2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1283 ***********************************************************************
 DB1283  DESIGNATION -  GILA CITY
 DB1283  PID         -  DB1283
 DB1283  STATE/COUNTY-  AZ/YUMA
 DB1283  USGS QUAD   -  LAGUNA DAM (1979)
 DB1283
 DB1283                         *CURRENT SURVEY CONTROL
 DB1283  ___________________________________________________________________
 DB1283* NAD 83(1992)-  32 47 29.97679(N)    114 23 59.23201(W)     ADJUSTED  
 DB1283* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 DB1283  ___________________________________________________________________
 DB1283  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1283  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1283  HORZ ORDER  -  FIRST
 DB1283
 DB1283.The horizontal coordinates were established by classical geodetic methods
 DB1283.and adjusted by the National Geodetic Survey in August 1993.
 DB1283
 DB1283.The orthometric height was scaled from a topographic map.
 DB1283
 DB1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1283
 DB1283.The geoid height was determined by GEOID03.
 DB1283
 DB1283;                    North         East     Units Scale Factor Converg.
 DB1283;SPC AZ W     -   198,841.970   152,496.545   MT  0.99997899   -0 21 06.9
 DB1283;SPC AZ W     -   652,368.67    500,316.75   iFT  0.99997899   -0 21 06.9
 DB1283;SPC CA 6     -   570,851.317 2,173,304.281   MT  0.99999862   +1 01 00.2
 DB1283;SPC CA 6     - 1,872,868.03  7,130,249.13   sFT  0.99999862   +1 01 00.2
 DB1283;UTM  11      - 3,631,184.498   743,505.181   MT  1.00033120   +1 24 32.2
 DB1283
 DB1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1283!SPC AZ W     -   0.99995333  x   0.99997899  =   0.99993232
 DB1283!SPC CA 6     -   0.99995333  x   0.99999862  =   0.99995195
 DB1283!UTM  11      -   0.99995333  x   1.00033120  =   1.00028452
 DB1283
 DB1283|---------------------------------------------------------------------|
 DB1283| PID    Reference Object                     Distance      Geod. Az  |
 DB1283|                                                           dddmmss.s |
 DB1283| CF0722 GILA CITY RM 1                        7.206 METERS 09308     |
 DB1283| DB1256 TELEGRAPH PASS                      APPROX.14.3 KM 1555928.5 |
 DB1283| DB1267 GILA                                APPROX. 6.1 KM 1693815.3 |
 DB1283| CF0723 GILA CITY RM 2                        9.540 METERS 20922     |
 DB1283|---------------------------------------------------------------------|
 DB1283
 DB1283                          SUPERSEDED SURVEY CONTROL
 DB1283
 DB1283  NAD 83(1986)-  32 47 29.98136(N)    114 23 59.23865(W) AD(       ) 1
 DB1283  NAD 27      -  32 47 29.82400(N)    114 23 56.43400(W) AD(       ) 1
 DB1283
 DB1283.Superseded values are not recommended for survey control.
 DB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1283.See file dsdata.txt to determine how the superseded data were derived.
 DB1283
 DB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4350531184(NAD 83)
 DB1283_MARKER: DS = TRIANGULATION STATION DISK
 DB1283_SETTING: 66 = SET IN ROCK OUTCROP
 DB1283
 DB1283  HISTORY     - Date     Condition        Report By
 DB1283  HISTORY     - 1934     MONUMENTED       CGS
 DB1283  HISTORY     - 1951     SEE DESCRIPTION  USE
 DB1283  HISTORY     - 1952     MARK NOT FOUND   USE
 DB1283
 DB1283                          STATION DESCRIPTION
 DB1283
 DB1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DB1283'THIS STATION IS LOCATED ON THE HIGHEST POINT OF THE LAGUNA
 DB1283'MOUNTAINS, ABOUT 3-1/2 MILES NW OF THE TOWN OF DOME AND ABOUT
 DB1283'14 MILES A LITTLE N OF E FROM YUMA.
 DB1283'
 DB1283'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DB1283'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DB1283'
 DB1283'REACHED FROM YUMA--GO E ON U.S. HIGHWAY 80 TO A POINT ABOUT
 DB1283'5 MILES E OF THE FLY AIR FIELD TO SIGN READING DOME, QUARTZSITE.
 DB1283'TURN LEFT ON THIS ROAD, FOLLOWING THE ROAD TO DOME FOR 10.8 MILES
 DB1283'AND TURN LEFT CROSSING THE SUSPENSION BRIDGE.  JUST ACROSS
 DB1283'THE BRIDGE TAKE THE RIGHT FORK.  GO 5.7 MILES ON THE GRADED
 DB1283'ROAD AND TURN LEFT OFF THE MAIN ROAD JUST BEFORE REACHING
 DB1283'THE FORKS OF A NEW AND AN OLD ROAD.  FOLLOW THE OLD TRACKS
 DB1283'AND LITTLE USED ROAD IN THE WASH AROUND THE N BASE OF THE
 DB1283'MOUNTAIN AND ON THE SMALL MESA TO THE END OF TRUCK TRAVEL.
 DB1283'THE PEAK WITH THE STATION CAN BE SEEN FROM THE LAST TURN AND
 DB1283'IS THE SHARP HIGHEST PEAK IN THE RANGE.  FROM THE END OF
 DB1283'TRUCK TRAVEL FOLLOW THE CANYON UP AS FAR AS POSSIBLE THEN GO
 DB1283'UP TO THE TOP OF THE RIDGE AND FOLLOW THE RIDGE TO THE
 DB1283'HIGHEST POINT AND TO THE STATION.  A 1-HOUR PACK.
 DB1283
 DB1283                          STATION RECOVERY (1951)
 DB1283
 DB1283'RECOVERY NOTE BY US ENGINEERS 1951
 DB1283'STATION MARK AND REFERENCE MARK 2 HAVE BEEN DESTROYED.
 DB1283'
 DB1283'REFERENCE MARK 1 1934 WAS FOUND IN GOOD CONDITION AND USED
 DB1283'IN A LOCAL SURVEY.
 DB1283'
 DB1283'IT IS ASSUMED THAT GILA SHOULD BE SUBSTITUTED FOR GILA CITY
 DB1283'IN THIS DIRECTION.
 DB1283
 DB1283                          STATION RECOVERY (1952)
 DB1283
 DB1283'RECOVERY NOTE BY US ENGINEERS 1952
 DB1283'FOUND POLE ERECTED ON PROBABLE STATION SITE.  NO MARKS WERE
 DB1283'FOUND.
 DB1283'
 DB1283'TO REACH FROM YUMA, TRAVEL N ON HIGHWAY 95 TO MILEPOST 45.8
 DB1283'(20.0 MILES FROM FOURTH AVENUE IN YUMA), TURN LEFT ON LITTLE-USED
 DB1283'GRAVEL ROAD AND GO 0.10 MILE TO A VERY SANDY ROAD ALONG THE
 DB1283'POWER LINES.  TURN LEFT AND GO 0.15 MILE TO FAINT TRACKS
 DB1283'ON THE RIGHT.  GO RIGHT 0.3 MILE TOWARD HIGH PEAK AND INTERVENING
 DB1283'LOW MESA.  CONTINUE ONTO MESA TURNING RIGHT ON TRACK ROAD
 DB1283'PARALLELING LARGE WASH, GO 0.75 MILE ALONG THE N SIDE OF THE
 DB1283'WASH TO THE END OF TRUCK TRAVEL.  CANYON LIES STRAIGHT AHEAD.
 DB1283'ASCEND CANYON TO RIDGE AND CONTINUE TO SUMMIT.  PACK ONE HOUR
 DB1283'AND 10 MINUTES.  TRAVEL FROM HIGHWAY 95 TO CANYON IS DIFFICULT
 DB1283'FOR TWO-WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1677 ***********************************************************************
 DB1677  DESIGNATION -  GILA CITY 2
 DB1677  PID         -  DB1677
 DB1677  STATE/COUNTY-  AZ/YUMA
 DB1677  USGS QUAD   -  LAGUNA DAM (1979)
 DB1677
 DB1677                         *CURRENT SURVEY CONTROL
 DB1677  ___________________________________________________________________
 DB1677* NAD 83(1992)-  32 47 29.97228(N)    114 23 59.23818(W)     ADJUSTED  
 DB1677* NAVD 88     -       330.4    (meters)    1084.     (feet)  VERTCON   
 DB1677  ___________________________________________________________________
 DB1677  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1677  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1677  HORZ ORDER  -  THIRD
 DB1677
 DB1677.The horizontal coordinates were established by classical geodetic methods
 DB1677.and adjusted by the National Geodetic Survey in August 1993.
 DB1677
 DB1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1677
 DB1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1677
 DB1677.The geoid height was determined by GEOID03.
 DB1677
 DB1677;                    North         East     Units Scale Factor Converg.
 DB1677;SPC AZ W     -   198,841.832   152,496.384   MT  0.99997899   -0 21 06.9
 DB1677;SPC AZ W     -   652,368.22    500,316.22   iFT  0.99997899   -0 21 06.9
 DB1677;SPC CA 6     -   570,851.176 2,173,304.123   MT  0.99999863   +1 01 00.2
 DB1677;SPC CA 6     - 1,872,867.57  7,130,248.61   sFT  0.99999863   +1 01 00.2
 DB1677;UTM  11      - 3,631,184.355   743,505.024   MT  1.00033120   +1 24 32.2
 DB1677
 DB1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1677!SPC AZ W     -   0.99995338  x   0.99997899  =   0.99993237
 DB1677!SPC CA 6     -   0.99995338  x   0.99999863  =   0.99995201
 DB1677!UTM  11      -   0.99995338  x   1.00033120  =   1.00028456
 DB1677
 DB1677                          SUPERSEDED SURVEY CONTROL
 DB1677
 DB1677  NAD 83(1986)-  32 47 29.97750(N)    114 23 59.24439(W) AD(       ) 3
 DB1677  NGVD 29 (04/26/91)  329.7    (m)         1082.     (f) VERT ANG    3  
 DB1677
 DB1677.Superseded values are not recommended for survey control.
 DB1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1677.See file dsdata.txt to determine how the superseded data were derived.
 DB1677
 DB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4350531184(NAD 83)
 DB1677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1677_SETTING: 0 = UNSPECIFIED SETTING
 DB1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1677
 DB1677  HISTORY     - Date     Condition        Report By
 DB1677  HISTORY     - 1964     MONUMENTED       USGS
 DB1677
 DB1677                          STATION DESCRIPTION
 DB1677
 DB1677'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1677'STATION MARK AND RM 2 NOT FOUND.  GILA CITY 2 SET IN POSITION OF
 DB1677'
 DB1677'LOCATED ABOUT 14 MI NE. OF YUMA, ABOUT 3.5 MI NW. OF DOME.  ON
 DB1677'HIGHEST POINT OF LAGUNA MTNS.
 DB1677'
 DB1677'TO REACH FROM THE FLY AIR FIELD IN YUMA, GO ABOUT 5 MI E. ON US
 DB1677'HWY. 80 TO SIGN READING (DOME, QUARTZSITE).  TURN LEFT ON RD. AND
 DB1677'GO 10.8 MI FOLLOWING RD. TOWARDS DOME.  TURN LEFT CROSSING THE
 DB1677'SUSPENSION BRIDGE.  TAKE RIGHT FORK AND GO 5.7 MI ON GRADED RD.
 DB1677'TURN LEFT OFF MAIN RD. JUST BEFORE REACHING FORKS OF A NEW RD.
 DB1677'AND AN OLD RD., FOLLOW THE OLD TRACKS AND LITTLE USED RD. IN WASH
 DB1677'AROUND NORTH BASE OF MOUNTAIN AND ON SMALL MESA TO END OF TRUCK
 DB1677'TRAVEL.  THE PEAK WITH THE STATION CAN BE SEEN FROM THE LAST TURN
 DB1677'AND IS THE SHARP, HIGHEST PEAK IN THE RANGE.  FOLLOW CANYON UP AS
 DB1677'FAR AS POSSIBLE, GO UP TO TOP OF RIDGE AND FOLLOW RIDGE TO
 DB1677'HIGHEST POINT AND STATION.  A 1-HOUR PACK.
 DB1677'
 DB1677'REACHED BY HELICOPTER.
 DB1677'
 DB1677'STATION MARK--STANDARD TABLET STAMPED---GILA CITY 2---, SET IN
 DB1677'POSITION OF OLD STATION MARK.
 DB1677'
 DB1677'RM 1--CGS RM DISK STAMPED---GILA CITY NO 1---, 23.37 FT FROM
 DB1677'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF5763 ***********************************************************************
 DF5763  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5763  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5763  DESIGNATION -  GILA COUNTY CORS ARP
 DF5763  CORS_ID     -  AZGB
 DF5763  PID         -  DF5763
 DF5763  STATE/COUNTY-  AZ/GILA
 DF5763  USGS QUAD   -  GLOBE (1982)
 DF5763
 DF5763                         *CURRENT SURVEY CONTROL
 DF5763  ___________________________________________________________________
 DF5763* NAD 83(CORS)-  33 23 43.27599(N)    110 46 17.19121(W)     ADJUSTED  
 DF5763* NAVD 88     -      1125.98   (meters)    3694.2    (feet)  GPS OBS   
 DF5763  ___________________________________________________________________
 DF5763  EPOCH DATE  -        2002.00
 DF5763  X           -  -1,890,727.228 (meters)                     COMP
 DF5763  Y           -  -4,984,857.732 (meters)                     COMP
 DF5763  Z           -   3,491,254.678 (meters)                     COMP
 DF5763  ELLIP HEIGHT-        1098.678 (meters)          (09/??/08) ADJUSTED
 DF5763  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DF5763  HORZ ORDER  -  SPECIAL (CORS)
 DF5763  ELLP ORDER  -  SPECIAL (CORS)
 DF5763
 DF5763.ITRF positions are available for this station.
 DF5763.The coordinates were established by GPS observations
 DF5763.and adjusted by the National Geodetic Survey in September 2008.
 DF5763.The coordinates are valid at the epoch date displayed above.
 DF5763.The epoch date for horizontal control is a decimal equivalence
 DF5763.of Year/Month/Day.
 DF5763
 DF5763.The orthometric height was determined by GPS observations and a
 DF5763.high-resolution geoid model.
 DF5763.The orthometric height was determined by GPS observations and a
 DF5763.high-resolution geoid model using precise GPS observation and
 DF5763.processing techniques.
 DF5763
 DF5763.The PID for the CORS L1 Phase Center is DL1711.
 DF5763
 DF5763.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5763
 DF5763.The ellipsoidal height was determined by GPS observations
 DF5763.and is referenced to NAD 83.
 DF5763
 DF5763.The geoid height was determined by GEOID03.
 DF5763
 DF5763;                    North         East     Units Scale Factor Converg.
 DF5763;SPC AZ E     -   265,758.552   157,100.424   MT  0.99993901   -0 19 58.4
 DF5763;SPC AZ E     -   871,911.26    515,421.34   iFT  0.99993901   -0 19 58.4
 DF5763
 DF5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5763!SPC AZ E     -   0.99982754  x   0.99993901  =   0.99976656
 DF5763
 DF5763                          SUPERSEDED SURVEY CONTROL
 DF5763
 DF5763  NAD 83(CORS)-  33 23 43.27614(N)    110 46 17.19093(W) AD(2002.00) c
 DF5763  ELLIP H (05/??/03) 1098.706  (m)                       GP(2002.00) c c
 DF5763
 DF5763.Superseded values are not recommended for survey control.
 DF5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5763.See file dsdata.txt to determine how the superseded data were derived.
 DF5763
 DF5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2125595141(NAD 83)
 DF5763_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5763
 DF5763                          STATION DESCRIPTION
 DF5763
 DF5763'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DF5763'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5763'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5763'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5763'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5763'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DL1711 ***********************************************************************
 DL1711  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL1711  DESIGNATION -  GILA COUNTY CORS L1 PHASE CENTER
 DL1711  CORS_ID     -  AZGB
 DL1711  PID         -  DL1711
 DL1711  STATE/COUNTY-  AZ/GILA
 DL1711  USGS QUAD   -  GLOBE (1982)
 DL1711
 DL1711                         *CURRENT SURVEY CONTROL
 DL1711  ___________________________________________________________________
 DL1711* NAD 83(CORS)-  33 23 43.27601(N)    110 46 17.19121(W)     ADJUSTED  
 DL1711* NAVD 88     -              **(meters)            **(feet)            
 DL1711  ___________________________________________________________________
 DL1711  EPOCH DATE  -        2002.00
 DL1711  X           -  -1,890,727.253 (meters)                     COMP
 DL1711  Y           -  -4,984,857.799 (meters)                     COMP
 DL1711  Z           -   3,491,254.726 (meters)                     COMP
 DL1711  ELLIP HEIGHT-        1098.763 (meters)          (09/??/08) ADJUSTED
 DL1711  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DL1711  HORZ ORDER  -  SPECIAL (CORS)
 DL1711  ELLP ORDER  -  SPECIAL (CORS)
 DL1711
 DL1711.ITRF positions are available for this station.
 DL1711.The coordinates were established by GPS observations
 DL1711.and adjusted by the National Geodetic Survey in September 2008.
 DL1711.The coordinates are valid at the epoch date displayed above.
 DL1711.The epoch date for horizontal control is a decimal equivalence
 DL1711.of Year/Month/Day.
 DL1711
 DL1711
 DL1711.The PID for the CORS ARP is DF5763.
 DL1711
 DL1711.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL1711
 DL1711.The ellipsoidal height was determined by GPS observations
 DL1711.and is referenced to NAD 83.
 DL1711
 DL1711.The geoid height was determined by GEOID03.
 DL1711
 DL1711;                    North         East     Units Scale Factor Converg.
 DL1711;SPC AZ E     -   265,758.553   157,100.424   MT  0.99993901   -0 19 58.4
 DL1711;SPC AZ E     -   871,911.26    515,421.34   iFT  0.99993901   -0 19 58.4
 DL1711
 DL1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1711!SPC AZ E     -   0.99982753  x   0.99993901  =   0.99976655
 DL1711
 DL1711                          SUPERSEDED SURVEY CONTROL
 DL1711
 DL1711  NAD 83(CORS)-  33 23 43.27616(N)    110 46 17.19093(W) AD(2002.00) c
 DL1711  ELLIP H (05/??/03) 1098.792  (m)                       GP(2002.00) c c
 DL1711
 DL1711.Superseded values are not recommended for survey control.
 DL1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1711.See file dsdata.txt to determine how the superseded data were derived.
 DL1711
 DL1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2125595141(NAD 83)
 DL1711_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DL1711
 DL1711                          STATION DESCRIPTION
 DL1711
 DL1711'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DL1711'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DL1711'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL1711'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL1711'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DL1711'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1838 ***********************************************************************
 DV1838  DESIGNATION -  GILA PEAK
 DV1838  PID         -  DV1838
 DV1838  STATE/COUNTY-  AZ/MARICOPA
 DV1838  USGS QUAD   -  WOOLSEY PEAK (1973)
 DV1838
 DV1838                         *CURRENT SURVEY CONTROL
 DV1838  ___________________________________________________________________
 DV1838* NAD 83(1992)-  33 10 02.59540(N)    112 53 08.13999(W)     ADJUSTED  
 DV1838* NAVD 88     -       967.2    (meters)    3173.     (feet)  VERTCON   
 DV1838  ___________________________________________________________________
 DV1838  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DV1838  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV1838  HORZ ORDER  -  THIRD
 DV1838
 DV1838.The horizontal coordinates were established by classical geodetic methods
 DV1838.and adjusted by the National Geodetic Survey in August 1993.
 DV1838
 DV1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1838
 DV1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1838
 DV1838.The geoid height was determined by GEOID03.
 DV1838
 DV1838;                    North         East     Units Scale Factor Converg.
 DV1838;SPC AZ C     -   240,732.037   122,989.248   MT  1.00000066   -0 31 48.4
 DV1838;SPC AZ C     -   789,803.27    403,508.03   iFT  1.00000066   -0 31 48.4
 DV1838;UTM  12      - 3,671,426.960   324,176.143   MT  0.99998117   -1 01 54.7
 DV1838
 DV1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1838!SPC AZ C     -   0.99985306  x   1.00000066  =   0.99985372
 DV1838!UTM  12      -   0.99985306  x   0.99998117  =   0.99983424
 DV1838
 DV1838:                Primary Azimuth Mark                     Grid Az
 DV1838:SPC AZ C     -  WEBB                                     001 19 17.7
 DV1838:UTM  12      -  WEBB                                     001 49 24.0
 DV1838
 DV1838|---------------------------------------------------------------------|
 DV1838| PID    Reference Object                     Distance      Geod. Az  |
 DV1838|                                                           dddmmss.s |
 DV1838| DV2157 WEBB                                APPROX. 6.2 KM 0004729.3 |
 DV1838| DV1848 GILA PEAK RM 2                        5.770 METERS 16243     |
 DV1838| DV1847 GILA PEAK RM 1                        8.640 METERS 24009     |
 DV1838|---------------------------------------------------------------------|
 DV1838
 DV1838                          SUPERSEDED SURVEY CONTROL
 DV1838
 DV1838  NAD 83(1986)-  33 10 02.58890(N)    112 53 08.14599(W) AD(       ) 3
 DV1838  NGVD 29 (12/08/88)  966.5    (m)         3171.     (f) VERT ANG    3  
 DV1838
 DV1838.Superseded values are not recommended for survey control.
 DV1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1838.See file dsdata.txt to determine how the superseded data were derived.
 DV1838
 DV1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2417671427(NAD 83)
 DV1838_MARKER: DS = TRIANGULATION STATION DISK
 DV1838_SETTING: 66 = SET IN ROCK OUTCROP
 DV1838_SP_SET: SET IN BEDROCK
 DV1838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1838+STABILITY: POSITION/ELEVATION WELL
 DV1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1838+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 DV1838
 DV1838  HISTORY     - Date     Condition        Report By
 DV1838  HISTORY     - 1949     MONUMENTED       USGS
 DV1838  HISTORY     - 1973     GOOD             USGS
 DV1838  HISTORY     - 20051119 GOOD             GEOCAC
 DV1838
 DV1838                          STATION DESCRIPTION
 DV1838
 DV1838'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1838'LOCATED ABOUT 17.0 MI NW. OF GILA BEND, 7.0 MI SW. OF GILLESPIE
 DV1838'DAM.  ON PROMINENT PEAK KNOWN AS WOOLSEY PEAK, ON NORTH RIM OF
 DV1838'HIGH POINT.  THERE IS AN EQUALLY HIGH POINT 300 FT NE.
 DV1838'
 DV1838'STATION MARK--STANDARD TABLET STAMPED---GILA PEAK 1949---, CEMENTED
 DV1838'IN BEDROCK.
 DV1838'
 DV1838'RM 1--STANDARD RM TABLET STAMPED---GILA PEAK NO 1 1949---, CEMENTED
 DV1838'IN BOULDER.
 DV1838'
 DV1838'RM 2--STANDARD RM TABLET STAMPED---GILA PEAK NO 2 1949---, CEMENTED
 DV1838'IN BOULDER.
 DV1838
 DV1838                          STATION RECOVERY (1973)
 DV1838
 DV1838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1838'RECOVERED AS DESCRIBED BY USGS.
 DV1838'
 DV1838'TO REACH FROM ARLINGTON, DRIVE ABOUT 5.4 MI SSW. ALONG OLD U.S.
 DV1838'HWY. 80 TO SIGN EL PASO NATURAL GAS CO.  GO W. ALONG AQUA
 DV1838'CALIENTE RD. ABOUT 5.6 MI TO RD. FORK AT SHARP BEND IN MAIN RD.
 DV1838'GO STRAIGHT ALONG DIRT RD. ABOUT 6.5 MI SW. ALWAYS STAYING RIGHT
 DV1838'AT MINOR RD. FORKS TO FAINT RD. FORK 50 FT W. OF STEEL POLE.
 DV1838'CROSS WOOLSEY WASH ABOUT 2.2 MI SE. ALONG TRACK RD. TO FENCE.
 DV1838'PASS THROUGH GATE NE. CROSS-COUNTRY ABOUT 0.75 MI TO END OF TRUCK
 DV1838'TRAVEL.  PACK NE. ABOUT 2.0 MI TO TOP OF WOOLSEY PEAK AND STATION.
 DV1838'A 1 HOUR 40 MINUTE-PACK.
 DV1838
 DV1838                          STATION RECOVERY (2005)
 DV1838
 DV1838'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DV1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1129 ***********************************************************************
 CY1129  DESIGNATION -  GILABOX
 CY1129  PID         -  CY1129
 CY1129  STATE/COUNTY-  AZ/GRAHAM
 CY1129  USGS QUAD   -  GILA BOX (1985)
 CY1129
 CY1129                         *CURRENT SURVEY CONTROL
 CY1129  ___________________________________________________________________
 CY1129* NAD 83(1992)-  32 56 09.05264(N)    109 24 08.89946(W)     ADJUSTED  
 CY1129* NAVD 88     -      1416.3    (meters)    4647.     (feet)  VERTCON   
 CY1129  ___________________________________________________________________
 CY1129  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CY1129  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CY1129  HORZ ORDER  -  FIRST
 CY1129
 CY1129.The horizontal coordinates were established by classical geodetic methods
 CY1129.and adjusted by the National Geodetic Survey in August 1993.
 CY1129
 CY1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1129
 CY1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1129
 CY1129.The geoid height was determined by GEOID03.
 CY1129
 CY1129;                    North         East     Units Scale Factor Converg.
 CY1129;SPC AZ E     -   214,896.662   284,821.806   MT  0.99996295   +0 24 55.8
 CY1129;SPC AZ E     -   705,041.54    934,454.74   iFT  0.99996295   +0 24 55.8
 CY1129;UTM  12      - 3,645,307.295   649,350.282   MT  0.99987503   +0 52 07.5
 CY1129
 CY1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1129!SPC AZ E     -   0.99978175  x   0.99996295  =   0.99974471
 CY1129!UTM  12      -   0.99978175  x   0.99987503  =   0.99965681
 CY1129
 CY1129:                Primary Azimuth Mark                     Grid Az
 CY1129:SPC AZ E     -  MORENCI SMELTER SMOKESTACK               020 45 28.6
 CY1129:UTM  12      -  MORENCI SMELTER SMOKESTACK               020 18 16.9
 CY1129
 CY1129|---------------------------------------------------------------------|
 CY1129| PID    Reference Object                     Distance      Geod. Az  |
 CY1129|                                                           dddmmss.s |
 CY1129| DT0747 MORENCI SMELTER SMOKESTACK          APPROX.15.4 KM 0211024.4 |
 CY1129| CC7440 GILABOX RM 1                          5.033 METERS 09717     |
 CY1129| CC7439 GILABOX AZ MK                                      1394415.1 |
 CY1129| CC7441 GILABOX RM 2                          7.062 METERS 17148     |
 CY1129|---------------------------------------------------------------------|
 CY1129
 CY1129                          SUPERSEDED SURVEY CONTROL
 CY1129
 CY1129  NAD 83(1986)-  32 56 09.04764(N)    109 24 08.89731(W) AD(       ) 1
 CY1129  NAD 27      -  32 56 08.81800(N)    109 24 06.63100(W) AD(       ) 1
 CY1129  NGVD 29 (07/19/86) 1415.6    (m)         4644.     (f) VERT ANG    3  
 CY1129
 CY1129.Superseded values are not recommended for survey control.
 CY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1129.See file dsdata.txt to determine how the superseded data were derived.
 CY1129
 CY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4935045307(NAD 83)
 CY1129_MARKER: DD = SURVEY DISK
 CY1129_SETTING: 80 = SET IN A BOULDER
 CY1129_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY1129
 CY1129  HISTORY     - Date     Condition        Report By
 CY1129  HISTORY     - 1945     MONUMENTED       USSES
 CY1129  HISTORY     - 1976     GOOD             NGS
 CY1129  HISTORY     - 1978     GOOD             NGS
 CY1129
 CY1129                          STATION DESCRIPTION
 CY1129
 CY1129'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1129'THE STATION IS 15-1/2 MILES (AIR LINE) NE OF SOLOMONSVILLE
 CY1129'AND 10-1/2 MILES (AIR LINE) SW OF CLIFTON.  IT IS ON A SMALL
 CY1129'ROCKY KNOLL PROJECTING FROM THE HIGH MESA ABOUT 1-1/2 MILES
 CY1129'S OF THE JUNCTION OF THE GILA RIVER AND EAGLE CREEK.
 CY1129'
 CY1129'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1129'E ON U.S. HIGHWAY 70 FOR 2.0 MILES TO ITS JUNCTION WITH
 CY1129'U.S. HIGHWAY 666.  FOLLOWING THE SIGN CLIFTON TURN LEFT ON
 CY1129'U.S. HIGHWAY 666 AND GO 7.9 MILES TO THE END OF THE PAVEMENT.
 CY1129'CONTINUE FOR 8.7 MILES TO A POINT ABOUT 0.1 MILE PAST THE
 CY1129'HIGHEST POINT ON THE ROAD.  HERE TURN BACK SHARP LEFT ON A
 CY1129'TRAIL ROAD PASSING CORRALS AND A DIRT TANK AND GO DOWN THE
 CY1129'CANYON FOR 2.2 MILES.  A TELEPHONE LINE RUNS DOWN THIS CANYON.
 CY1129'HERE LEAVE THE WASH AND GO UP THE SIDE OF THE CANYON FOR 1.0
 CY1129'MILE TO A FORK ON SOME HIGH FLAT LAND.  TAKE THE LEFT FORK
 CY1129'AND GO 0.2 MILE TO A DIRT TANK ON THE RIGHT.  CONTINUE 0.3
 CY1129'MILE TO A SMALL HILL AND THE AZIMUTH MARK ON THE
 CY1129'HIGHEST POINT TO THE RIGHT.  CONTINUE 0.5 MILE AND THEN
 CY1129'TURN LEFT CROSS COUNTRY FOR 0.5 MILE TO THE TOP OF A ROCKY
 CY1129'KNOLL AND THE STATION ABOUT 100 FEET BEYOND THE END OF TRUCK
 CY1129'TRAVEL.
 CY1129'
 CY1129'STATION MARK IS A STANDARD U.S. SOIL EROSION SERVICE DISK
 CY1129'SET IN BEDROCK PROJECTING 4 INCHES ABOVE THE SURROUNDING
 CY1129'SURFACE AND IS ABOUT 6 FEET ESE OF THE HIGHEST POINT OF
 CY1129'THE KNOLL.  IT IS STAMPED GILABOX 1935.
 CY1129'
 CY1129'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1129'PROJECTING ABOUT 14 INCHES ABOVE THE SURROUNDING SURFACE
 CY1129'AND IS ABOUT 8 INCHES ABOVE THE STATION.  THE MARK IS E OF
 CY1129'THE STATION.  IT IS STAMPED GILABOX USSES NO 1 1945.
 CY1129'
 CY1129'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1129'PROJECTING ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE
 CY1129'AND IS ABOUT 18 INCHES BELOW THE STATION.  THE MARK IS S OF
 CY1129'THE STATION.  IT IS STAMPED GILABOX USSES NO 2 1945.
 CY1129'
 CY1129'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 CY1129'6 INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED GILABOX
 CY1129'USSES 1945.  IT IS 6 FEET NNE OF THE WITNESS POST AND 59 PACES
 CY1129'E OF THE ROAD TO STATION.  THE MARK IS SE OF THE STATION.
 CY1129'
 CY1129'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1129
 CY1129                          STATION RECOVERY (1976)
 CY1129
 CY1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1129'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AS
 CY1129'DESCRIBED AND FOUND IN GOOD CONDITION.  MEASUREMENTS TO R.M. CHECKED
 CY1129'WITHIN 0.01 METERS AND ANGLE BETWEEN R.M.S CHECKED BY 35 SECONDS.
 CY1129'
 CY1129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70 EAST
 CY1129'OF SAFFORD, GO EAST ON HWY. 666 AND 70 FOR 9.65 MILES TO JUNCTION
 CY1129'OF U.S. HWY. 666, TURN LEFT AND GO 7.80 MILES ON HWY. 666 TO A
 CY1129'GRAVEL ROAD ON THE LEFT.  GO LEFT ON GRAVEL ROAD FOR 2.85 MILES TO A
 CY1129'CATTLE GUARD, CONTINUE FOR 1.0 MILE AND TAKE A LEFT FORK FOR 0.8
 CY1129'MILE TO A CATTLE GUARD, CONTINUE FOR 0.5 MILE TO ANOTHER CATTLE
 CY1129'GUARD, CONTINUE FOR 1.50 MILES AND TAKE A ROAD LEFT DOWN A
 CY1129'RIDGE.  CONTINUE FOR 1.90 MILE TO A LEFT FORK IN ROAD AND CONTINUE
 CY1129'FOR 0.55 MILE TO A GATE.  PASS THROUGH GATE AND GO 0.50 MILE AND
 CY1129'TAKE A MIDDLE FORK IN ROAD AND GO 0.35 MILE TO WEST SIDE OF A DIRT
 CY1129'TANK.  CONTINUE ON FOR 0.20 MILE TO A GATE.  FROM THIS POINT, THE
 CY1129'AZIMUTH MARK IS 200 FEET NORTHEAST ON A SMALL HILL.  CONTINUE ON
 CY1129'FOR 0.5 MILE TO A LEFT FORK, CONTINUE ON FOR 0.5 MILE TO WATER
 CY1129'ENTRAPMENT PROJECT.  STATION IS 500 FEET TO THE NORTHWEST ON
 CY1129'LOW, ROCKY HILL.  GO AROUND EAST SIDE OF TRAP TO END OF TRUCK
 CY1129'TRAVEL, ABOUT 300 FEET FROM STATION.  A TRUCK OR 4 WHEEL DRIVE
 CY1129'VEHICLE RECOMMENDED.
 CY1129'
 CY1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10.5 MILES SW
 CY1129'OF CLIFTON.
 CY1129'
 CY1129'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1129
 CY1129                          STATION RECOVERY (1978)
 CY1129
 CY1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 CY1129'THE STATION AND REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 CY1129'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  MEASUREMENTS TO
 CY1129'MARKS CHECKED THE 1976 MEASUREMENT.
 CY1129'
 CY1129'THE 1976 DESCRIPTION IS ADEQUATE.
 CY1129'
 CY1129'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0748 ***********************************************************************
 DT0748  DESIGNATION -  GILLARD
 DT0748  PID         -  DT0748
 DT0748  STATE/COUNTY-  AZ/GREENLEE
 DT0748  USGS QUAD   -  CLIFTON (1989)
 DT0748
 DT0748                         *CURRENT SURVEY CONTROL
 DT0748  ___________________________________________________________________
 DT0748* NAD 83(1992)-  33 00 10.93460(N)    109 17 11.42582(W)     ADJUSTED  
 DT0748* NAVD 88     -      1203.6    (meters)    3949.     (feet)  VERTCON   
 DT0748  ___________________________________________________________________
 DT0748  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DT0748  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DT0748  HORZ ORDER  -  FIRST
 DT0748
 DT0748.The horizontal coordinates were established by classical geodetic methods
 DT0748.and adjusted by the National Geodetic Survey in August 1993.
 DT0748
 DT0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0748
 DT0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0748
 DT0748.The geoid height was determined by GEOID03.
 DT0748
 DT0748;                    North         East     Units Scale Factor Converg.
 DT0748;SPC AZ E     -   222,432.463   295,604.017   MT  0.99998337   +0 28 46.0
 DT0748;SPC AZ E     -   729,765.30    969,829.45   iFT  0.99998337   +0 28 46.0
 DT0748;UTM  12      - 3,652,927.637   660,071.656   MT  0.99991593   +0 56 00.6
 DT0748
 DT0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0748!SPC AZ E     -   0.99981510  x   0.99998337  =   0.99979847
 DT0748!UTM  12      -   0.99981510  x   0.99991593  =   0.99973104
 DT0748
 DT0748:                Primary Azimuth Mark                     Grid Az
 DT0748:SPC AZ E     -  GILLARD AZ MK                            021 14 42.4
 DT0748:UTM  12      -  GILLARD AZ MK                            020 47 27.8
 DT0748
 DT0748|---------------------------------------------------------------------|
 DT0748| PID    Reference Object                     Distance      Geod. Az  |
 DT0748|                                                           dddmmss.s |
 DT0748| CD2943 GILLARD AZ MK                                      0214328.4 |
 DT0748| CD2944 GILLARD RM 1                         11.065 METERS 17343     |
 DT0748| CD2945 GILLARD RM 2                          8.741 METERS 28112     |
 DT0748| DT0747 MORENCI SMELTER SMOKESTACK          APPROX. 8.7 KM 3223431.3 |
 DT0748|---------------------------------------------------------------------|
 DT0748
 DT0748                          SUPERSEDED SURVEY CONTROL
 DT0748
 DT0748  NAD 83(1986)-  33 00 10.93018(N)    109 17 11.42381(W) AD(       ) 1
 DT0748  NAD 27      -  33 00 10.70000(N)    109 17 09.16900(W) AD(       ) 1
 DT0748  NGVD 29 (07/19/86) 1202.9    (m)         3947.     (f) VERT ANG    3  
 DT0748
 DT0748.Superseded values are not recommended for survey control.
 DT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0748.See file dsdata.txt to determine how the superseded data were derived.
 DT0748
 DT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6007252928(NAD 83)
 DT0748_MARKER: DS = TRIANGULATION STATION DISK
 DT0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0748
 DT0748  HISTORY     - Date     Condition        Report By
 DT0748  HISTORY     - 1945     MONUMENTED       CGS
 DT0748  HISTORY     - 1967     GOOD             AMS
 DT0748  HISTORY     - 1968     GOOD             CGS
 DT0748  HISTORY     - 1976     GOOD             NGS
 DT0748  HISTORY     - 1978     GOOD             NGS
 DT0748
 DT0748                          STATION DESCRIPTION
 DT0748
 DT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0748'STATION IS LOCATED ABOUT 3-1/2 MILES S OF CLIFTON, 4 MILES
 DT0748'NE OF GILLARD HOT SPRINGS, AND 1/2 MILE SW OF THE JUNCTION
 DT0748'OF U.S. HIGHWAY 666 AND STATE HIGHWAY 75.  IT IS ON TOP OF A
 DT0748'SMALL LOW RIDGE JUST W OF U.S. HIGHWAY 666.
 DT0748'
 DT0748'TO REACH STATION FROM THE POST OFFICE IN CLIFTON, GO S ON
 DT0748'U.S. HIGHWAY 666 FOR 3.9 MILES TO WHERE IT TURNS RIGHT
 DT0748'AND LEAVES STATE HIGHWAY 75.  TURN RIGHT ON U.S. HIGHWAY
 DT0748'666 AND CONTINUE FOR 0.55 MILE TO THE TOP OF THE SMALL RIDGE
 DT0748'AND THE STATION ON THE RIGHT.
 DT0748'
 DT0748'STATION MARK IS A BRONZE STATION DISK SET IN A 12 INCH SQUARE
 DT0748'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED GILLARD
 DT0748'1945.  THE MARK IS 52 FEET NW OF THE CENTER OF THE HIGHWAY AND
 DT0748'14.8 FEET NW OF A WHITE WITNESS POST.  UNDERGROUND MARK IS A
 DT0748'BRONZE STATION DISK SET IN CONCRETE.
 DT0748'
 DT0748'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12
 DT0748'INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS
 DT0748'STAMPED GILLARD NO 1 1945.  IT IS SSE OF THE STATION, ABOUT
 DT0748'LEVEL WITH IT, AND 30 FEET NW OF THE CENTER OF THE HIGHWAY.
 DT0748'
 DT0748'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12
 DT0748'INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS
 DT0748'STAMPED GILLARD NO 2 1945.  IT IS W OF THE STATION AND ABOUT
 DT0748'1-1/2 FEET LOWER.
 DT0748'
 DT0748'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 DT0748'ABOUT 10 INCHES AND IS STAMPED GILLARD 1945.  IT IS ABOUT 3/4
 DT0748'MILE NNE OF THE STATION, 50 FEET SW OF THE HIGHEST POINT ON
 DT0748'THE HILL, 38 FEET E OF THE CENTER OF THE OLD ROAD, AND 2
 DT0748'FEET ESE OF A WHITE WITNESS POST.
 DT0748'
 DT0748'TO REACH AZIMUTH MARK FROM STATION, GO NE ON THE HIGHWAY
 DT0748'TO ITS JUNCTION WITH STATE HIGHWAY 75, THIS IS THE JUNCTION
 DT0748'MENTIONED IN THE DESCRIPTION TO THE STATION.  TURN LEFT TOWARD
 DT0748'CLIFTON FOR 0.05 MILE TO AN OLD ROAD LEADING TO THE RIGHT OFF
 DT0748'THE HIGHWAY AND UP A RIDGE, TURN RIGHT AND CONTINUE ON THE
 DT0748'OLD ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT SIDE OF THE ROAD.
 DT0748
 DT0748                          STATION RECOVERY (1967)
 DT0748
 DT0748'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0748'STATION GILLARD IS LOCATED APPROXIMATELY 4.0 AIRMILES (S) OF
 DT0748'CLIFTON, ARIZONA AND APPROXIMATELY 22.0 AIRMILES (ESE) OF
 DT0748'SAFFORD, ARIZONA.  STATION IS APPROXIMATELY 16.9M (N) OF THE
 DT0748'CENTERLINE OF A GRAVEL ROAD ON A LOW BRUSH COVERED RIDGE.
 DT0748'
 DT0748'TO REACH FROM THE TOWN HALL IN CLIFTON, ARIZONA GO (S) ON
 DT0748'PARK AVENUE 0.6 MI TO JCT OF PARK AVENUE AND U.S. 666, GO
 DT0748'LEFT (S) ON U.S. 666 FOR 3.4 MI TO JCT WITH GRAVEL ROAD ON
 DT0748'RIGHT (W), TURN RIGHT ON GRAVEL ROAD AND GO 0.5 MI TO STATION
 DT0748'SITE.
 DT0748'
 DT0748'STATION MARK IS A STANDARD USC AND GS BRONZE TRIANGULATION
 DT0748'STATION DISK SET IN A 10 IN X 10 IN CONCRETE BLOCK PROTRUDING
 DT0748'2 IN AND STAMPED GILLARD 1945.
 DT0748'
 DT0748'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A
 DT0748'10 IN X 10 IN CONCRETE BLOCK PROTRUDING ABOUT 3-1/2 IN AND STAMPED
 DT0748'GILLARD NO 1 1945.  FROM THE STATION IT IS (SSE) ON A MAG AZ
 DT0748'OF 164 DEG AT A DISTANCE OF 11.066M AND A DE OF +0.045M.
 DT0748'
 DT0748'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A 10 IN
 DT0748'X 10 IN CONCRETE BLOCK PROTRUDING 2-1/2 IN AND STAMPED GILLARD
 DT0748'NO 2 1945.  FROM THE STATION IT IS (W) ON A MAG AZ OF 271 DEG
 DT0748'AT A DISTANCE OF 8.760M AND A DE OF -0.555M.
 DT0748'
 DT0748'AZIMUTH MARK IS A BRONZE USC AND GS AZ MK DISK SET IN A 12 IN
 DT0748'DIAMETER BOULDER PROTRUDING ABOUT 12 IN ABOVE THE GROUND,
 DT0748'AND STAMPED GILLARD 1945.  FROM THE STATION IT IS ON A MAG AZ
 DT0748'OF 10 DEG AND 0.9 MI.  IT IS 0.4 MI FROM INTERSECTION OF ROAD
 DT0748'WITH HWY 666.
 DT0748'
 DT0748'CONDITION OF ALL MARKS IS EXCELLENT.
 DT0748'
 DT0748'VIEW FROM THE STATION IS GOOD IN ALL DIRECTIONS EXCEPT IN
 DT0748'MAG AZ OF 345 DEG - 75 DEG WHICH IS BLOCKED BY A RIDGE LINE.
 DT0748
 DT0748                          STATION RECOVERY (1968)
 DT0748
 DT0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DT0748'NO DESCRIPTION WAS AVAILABLE FOR THIS STATION.
 DT0748'
 DT0748'THE STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 DT0748'
 DT0748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75
 DT0748'AND 78, WITH U.S. HIGHWAY 666, ABOUT 9 MILES SOUTH-SOUTHEAST
 DT0748'OF CLIFTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 666 FOR 5.5 MILES
 DT0748'TO A SIDE ROAD, LEFT.  TURN LEFT OFF THE HIGHWAY AND GO
 DT0748'WEST-SOUTHWESTERLY ON A GRAVELED ROAD FOR 0.4 MILE TO A FORK.
 DT0748'TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR ABOUT 50 YARDS TO
 DT0748'THE STATION ON THE RIGHT, NORTHWEST SIDE OF THE ROAD.
 DT0748'
 DT0748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 DT0748'SOUTH-SOUTHEAST OF CLIFTON.
 DT0748
 DT0748                          STATION RECOVERY (1976)
 DT0748
 DT0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LWW)
 DT0748'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DT0748'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DT0748'
 DT0748'TO REACH THE STATION FROM CLIFTON, GO SOUTH ON U.S. HWY. 666 TO MILE
 DT0748'POST 160.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.55 MILE TO A
 DT0748'RIGHT TURN, KEEP STRAIGHT AHEAD FOR 300 FEET TO TOP OF A LOW RIDGE
 DT0748'AND STATION WHICH IS ABOUT 45 FEET FROM ROAD.
 DT0748'
 DT0748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH OF
 DT0748'CLIFTON.
 DT0748'
 DT0748'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DT0748
 DT0748                          STATION RECOVERY (1978)
 DT0748
 DT0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0748'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DT0748'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  MEASUREMENTS
 DT0748'AND ANGLES WERE TURNED AT THIS TIME AND A GOOD CHECK ON 1976
 DT0748'MEASUREMENTS WERE MADE EXCEPT ANGLE TO RM 1 IS OFF ABOUT 40
 DT0748'SECONDS FROM 1976 MEASUREMENTS.
 DT0748'
 DT0748'THE 1976 DESCRIPTION IS ADEQUATE.
 DT0748'
 DT0748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH OF
 DT0748'CLIFTON.
 DT0748'
 DT0748'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2154 ***********************************************************************
 DV2154  DESIGNATION -  GILLESPIE RESET
 DV2154  PID         -  DV2154
 DV2154  STATE/COUNTY-  AZ/MARICOPA
 DV2154  USGS QUAD   -  SPRING MTN (1978)
 DV2154
 DV2154                         *CURRENT SURVEY CONTROL
 DV2154  ___________________________________________________________________
 DV2154* NAD 83(1992)-  33 13 42.92496(N)    112 46 21.85055(W)     ADJUSTED  
 DV2154* NAVD 88     -       276.32   (+/-2cm)     906.6    (feet)  VERTCON   
 DV2154  ___________________________________________________________________
 DV2154  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DV2154  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV2154  HORZ ORDER  -  SECOND
 DV2154  VERT ORDER  -  THIRD ? (See Below)
 DV2154
 DV2154.The horizontal coordinates were established by classical geodetic methods
 DV2154.and adjusted by the National Geodetic Survey in August 1993.
 DV2154
 DV2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2154.The vertical order pertains to the NGVD 29 superseded value.
 DV2154
 DV2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2154
 DV2154.The geoid height was determined by GEOID03.
 DV2154
 DV2154;                    North         East     Units Scale Factor Converg.
 DV2154;SPC AZ C     -   247,427.802   133,571.266   MT  0.99997847   -0 28 08.9
 DV2154;SPC AZ C     -   811,771.00    438,225.94   iFT  0.99997847   -0 28 08.9
 DV2154;UTM  12      - 3,678,029.529   334,816.106   MT  0.99993642   -0 58 17.9
 DV2154
 DV2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2154!SPC AZ C     -   0.99996150  x   0.99997847  =   0.99993997
 DV2154!UTM  12      -   0.99996150  x   0.99993642  =   0.99989792
 DV2154
 DV2154:                Primary Azimuth Mark                     Grid Az
 DV2154:SPC AZ C     -  768.84                                   080 43 56.7
 DV2154:UTM  12      -  768.84                                   081 14 05.7
 DV2154
 DV2154|---------------------------------------------------------------------|
 DV2154| PID    Reference Object                     Distance      Geod. Az  |
 DV2154|                                                           dddmmss.s |
 DV2154| CH5215 768.84                                             0801547.8 |
 DV2154| CH5216 GILLESPIE RM 1                       16.823 METERS 22007     |
 DV2154| CH5217 GILLESPIE RM 2                       20.258 METERS 35313     |
 DV2154|---------------------------------------------------------------------|
 DV2154
 DV2154                          SUPERSEDED SURVEY CONTROL
 DV2154
 DV2154  NAD 83(1986)-  33 13 42.91775(N)    112 46 21.85522(W) AD(       ) 2
 DV2154  NAD 27      -  33 13 42.75900(N)    112 46 19.23900(W) AD(       ) 2
 DV2154  NGVD 29 (07/19/86)  275.68   (m)          904.5    (f) LEVELING    3  
 DV2154
 DV2154.Superseded values are not recommended for survey control.
 DV2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2154.See file dsdata.txt to determine how the superseded data were derived.
 DV2154
 DV2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3481678030(NAD 83)
 DV2154_MARKER: DS = TRIANGULATION STATION DISK
 DV2154_SETTING: 80 = SET IN A BOULDER
 DV2154_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2154
 DV2154  HISTORY     - Date     Condition        Report By
 DV2154  HISTORY     - 1973     MONUMENTED       NGS
 DV2154  HISTORY     - 1973     GOOD             USGS
 DV2154  HISTORY     - 20071107 MARK NOT FOUND   INDIV
 DV2154
 DV2154                          STATION DESCRIPTION
 DV2154
 DV2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2154'THE STATION MARK WAS DESTROYED BY VANDALS, REFERENCE MARK 1 WAS
 DV2154'IN GOOD CONDITION.  REFERENCE MARK 2 HAD THE DISK REMOVED FROM
 DV2154'THE STEM EXCEPT FOR THE SMALL CENTER PORTION.  THE AZIMUTH
 DV2154'MARK WAS RECOVERED AS DESCRIBED IN 1934.  THE STATION MARK WAS
 DV2154'RESET AT POSITION WHERE THE 1934 ANGLES WERE DUPLICATED.  THE
 DV2154'DISTANCE TO REFERENCE MARK 1 CHECKS THE 1934 MEASUREMENT
 DV2154'AND REFERENCE MARK 2 MISSES THE OLD DISTANCE BY 0.045 METER.
 DV2154'
 DV2154'THE STATION MARK IS A STANDARD DISK STAMPED GILLESPIE 1934 1973.
 DV2154'IT IS SET IN A DRILL HOLE IN BEDROCK AT THE HIGHEST POINT OF
 DV2154'THE HILL WHICH IS JUST WEST OF GILLESPIE DAM.  THE MARK IS
 DV2154'COUNTERSUNK 2 INCHES.
 DV2154'
 DV2154'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GILLESPIE NO 1 1934.
 DV2154'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 15 FEET
 DV2154'LOWER THAN THE STATION.  THE MARK IS ABOUT 20 FEET WEST OF THE
 DV2154'CLIFF.
 DV2154'
 DV2154'REFERENCE MARK 2 IS THE CENTER PART OF THE DISK AND STEM.  IT
 DV2154'HAS PART OF THE ARROW LEFT AND THE NUMBERS 93 REMAINING FROM
 DV2154'THE DATE STAMPING.  THE MARK IS SET IS A LARGE BOULDER WHICH
 DV2154'PROJECTS ABOUT 2 FEET.  IT IS ABOUT 5 FEET LOWER THAN THE
 DV2154'STATION.
 DV2154'
 DV2154'THE 1934 AZIMUTH MARK IS A 2 INCH BRASS DISK STAMPED DATUM
 DV2154'PLANE SEA LEVEL 1921 ELEVATION 768.84.  THE MARK IS SET IN A
 DV2154'DRILL HOLE SOUTH OF THE EAST GATE HOUSE NEAR THE RAIL AT THE
 DV2154'EDGE OF THE DAM.
 DV2154'
 DV2154'TO REACH THE STATION FROM THE POST OFFICE IN PALO VERDE, GO WEST
 DV2154'ALONG OLD HIGHWAY 80 FOR 2.9 MILES TO A CROSSROAD AT HASSAYAMPA,
 DV2154'CONTINUE WEST AND SOUTH ALONG ROAD MARKED PHY. YUMA ROAD
 DV2154'FOR 11 MILES TO A SIDE ROAD LEFT WHICH LEADS TO THE TOP OF
 DV2154'NEARBY BUTTE AND STATION.  THIS IS 0.3 MILE BEFORE REACHING
 DV2154'THE WEST END OF A STEEL SPAN BRIDGE WHICH IS JUST BELOW THE
 DV2154'DAM.
 DV2154'
 DV2154'SLOPE DISTANCE TO REFERENCE MARKS.  R.M. 1 57.61 FT. 17.560 METERS
 DV2154'R.M. 2 66.63 FT. 20.310 METERS
 DV2154'
 DV2154'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2154'
 DV2154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 DV2154'WEST OF PALO VERDE
 DV2154
 DV2154                          STATION RECOVERY (1973)
 DV2154
 DV2154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2154'RECOVERED AS DESCRIBED BY NGS.
 DV2154
 DV2154                          STATION RECOVERY (2007)
 DV2154
 DV2154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TST)
 DV2154'MARK 2 FOUND AS DESCRIBED IN DATASHEET. MARK 1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1197 ***********************************************************************
 CY1197  DESIGNATION -  GILMAN
 CY1197  PID         -  CY1197
 CY1197  STATE/COUNTY-  AZ/GRAHAM
 CY1197  USGS QUAD   -  GREASEWOOD MOUNTAIN (1985)
 CY1197
 CY1197                         *CURRENT SURVEY CONTROL
 CY1197  ___________________________________________________________________
 CY1197* NAD 83(1992)-  32 25 46.69014(N)    109 50 50.39019(W)     ADJUSTED  
 CY1197* NAVD 88     -      1474.6    (meters)    4838.     (feet)  VERTCON   
 CY1197  ___________________________________________________________________
 CY1197  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 CY1197  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY1197  HORZ ORDER  -  SECOND
 CY1197
 CY1197.The horizontal coordinates were established by classical geodetic methods
 CY1197.and adjusted by the National Geodetic Survey in August 1993.
 CY1197
 CY1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1197
 CY1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1197
 CY1197.The geoid height was determined by GEOID03.
 CY1197
 CY1197;                    North         East     Units Scale Factor Converg.
 CY1197;SPC AZ E     -   158,549.738   243,390.576   MT  0.99991112   +0 10 16.5
 CY1197;SPC AZ E     -   520,176.31    798,525.51   iFT  0.99991112   +0 10 16.5
 CY1197;UTM  12      - 3,588,643.849   608,368.166   MT  0.99974481   +0 37 05.5
 CY1197
 CY1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1197!SPC AZ E     -   0.99977274  x   0.99991112  =   0.99968388
 CY1197!UTM  12      -   0.99977274  x   0.99974481  =   0.99951761
 CY1197
 CY1197:                Primary Azimuth Mark                     Grid Az
 CY1197:SPC AZ E     -  GILMAN CAIRN 2 MI NE                     038 20 08.0
 CY1197:UTM  12      -  GILMAN CAIRN 2 MI NE                     037 53 19.0
 CY1197
 CY1197|---------------------------------------------------------------------|
 CY1197| PID    Reference Object                     Distance      Geod. Az  |
 CY1197|                                                           dddmmss.s |
 CY1197| CY1198 GILMAN CAIRN 2 MI NE                APPROX. 2.3 KM 0383024.5 |
 CY1197| CC7443 GILMAN RM 1                           7.900 METERS 11443     |
 CY1197| CC7442 T12 11S R24 25E SECS 1 6 31 36                     1172239.0 |
 CY1197| CC7444 GILMAN RM 2                           7.068 METERS 21128     |
 CY1197|---------------------------------------------------------------------|
 CY1197
 CY1197                          SUPERSEDED SURVEY CONTROL
 CY1197
 CY1197  NAD 83(1986)-  32 25 46.68558(N)    109 50 50.38722(W) AD(       ) 2
 CY1197  NAD 27      -  32 25 46.42600(N)    109 50 48.13900(W) AD(       ) 2
 CY1197  NGVD 29 (07/19/86) 1473.8    (m)         4835.     (f) VERT ANG    3  
 CY1197
 CY1197.Superseded values are not recommended for survey control.
 CY1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1197.See file dsdata.txt to determine how the superseded data were derived.
 CY1197
 CY1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0836888644(NAD 83)
 CY1197_MARKER: DS = TRIANGULATION STATION DISK
 CY1197_SETTING: 66 = SET IN ROCK OUTCROP
 CY1197
 CY1197  HISTORY     - Date     Condition        Report By
 CY1197  HISTORY     - 1946     MONUMENTED       CGS
 CY1197
 CY1197                          STATION DESCRIPTION
 CY1197
 CY1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1197'THE STATION IS LOCATED ON A SMALL ROCKY KNOB WHICH RISES
 CY1197'ABOUT 300 FEET HIGHER THAN ANYTHING IN THE IMMEDIATE VICINITY.
 CY1197'IN APPROXIMATE AIRLINE DISTANCES IT IS LOCATED 13 MILES SSE OF
 CY1197'BONITA, 12 MILES N OF WILLCOX, 8 MILES NW OF RASO, AND ABOUT
 CY1197'6 MILES SW OF THE S END OF THE GRAHAM MOUNTAIN RANGE.
 CY1197'
 CY1197'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WILLCOX,
 CY1197'THE VALLEY NATIONAL BANK, GO SW ON STATE HIGHWAY 86 FOR 0.1
 CY1197'MILE TO THE TEXACO STATION ON THE RIGHT AND A CROSSROAD.
 CY1197'TURN RIGHT OFF THE HIGHWAY AND GO 0.3 MILE TO A T-INTERSECTION.
 CY1197'HERE JOG LEFT FOR 50 YARDS AND CONTINUE FOR 0.2 MILE TO ANOTHER
 CY1197'T-INTERSECTION.  TURN RIGHT HERE AND GO FOR 1.0 MILE TO WHERE
 CY1197'THE MACADAM ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD HERE
 CY1197'ON A WELL GRADED GRAVEL ROAD GOING FOR 4.7 MILES TO WHERE THE
 CY1197'WELL GRADED GRAVEL ROAD TURNS LEFT.  KEEP STRAIGHT AHEAD AGAIN
 CY1197'AND PASS OVER A CATTLE GUARD AND THEN FOLLOW THE BLADED ROAD
 CY1197'FOR 3.75 MILES, PASSING OVER TWO CATTLE GUARDS ON THE WAY.
 CY1197'TAKE THE RIGHT FORK AT THIS POINT WHICH IS JUST BEFORE REACHING
 CY1197'RANCH HOUSE, AND GO FOR 1.25 MILES TO A CATTLE GUARD AND
 CY1197'GATE.  PASS THROUGH THIS GATE, OR OVER THE CATTLE GUARD, AND
 CY1197'GO 0.3 MILE TO A POINT JUST ACROSS A SLIGHT WASH.  (THE AZIMUTH
 CY1197'MARK CAN BE REACHED FROM THIS POINT BY TURNING RIGHT AND
 CY1197'GOING ACROSS COUNTRY FOR 0.1 MILE TO A N-S FENCE AND
 CY1197'THEN TURNING LEFT FOLLOWING THE FENCE FOR 0.65 MILE TO
 CY1197'THE WITNESS POST AND THE AZIMUTH MARK.) CONTINUE ALONG
 CY1197'THE BLADED ROAD FOR 0.9 MILE TO A POINT JUST SW OF THE
 CY1197'ROCKY KNOLL OR KNOB.  TURN RIGHT OFF THE BLADED ROAD
 CY1197'HERE AND GO ABOUT 100 YARDS TOWARD THE KNOB TO THE END OF
 CY1197'TRUCK TRAVEL.  FROM HERE PACK TO THE TOP OF THE KNOB AND THE
 CY1197'STATION.
 CY1197'
 CY1197'THE STATION MARK IS A BRONZE STATION DISK, STAMPED GILMAN
 CY1197'1946, AND SET IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 CY1197'SURROUNDING SURFACE.  IT IS LOCATED ABOUT 24 FEET NE OF THE
 CY1197'HIGHEST POINT AND ABOUT 8 INCHES LOWER.
 CY1197'
 CY1197'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GILMAN
 CY1197'NO 1 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 CY1197'2 FEET ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET
 CY1197'LOWER THAN THE STATION AND IS LOCATED ESE OF THE STATION.
 CY1197'
 CY1197'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GILMAN
 CY1197'NO 2 1946, AND SET IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 CY1197'SURROUNDING SURFACE.  IT IS ABOUT 6 INCHES HIGHER THAN THE
 CY1197'STATION AND IS LOCATED SSW OF THE STATION.
 CY1197'
 CY1197'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE MARK,
 CY1197'STAMPED R24E R25E T11S T12S S36 S31 S1 S6.  THE MARK IS CAPPED
 CY1197'ON A 2-1/2-INCH CAST-IRON PIPE WHICH PROJECTS 8 INCHES ABOVE
 CY1197'THE SURROUNDING SURFACE.  IT IS LOCATED 1/4 MILE ESE OF THE
 CY1197'STATION, 1-1/2 FEET NNE OF A 4-INCH SQUARE WHITE WITNESS POST,
 CY1197'AND 1-1/2 FEET S OF THE NEAREST FENCE POST.  IT IS DIRECTLY
 CY1197'UNDER THE FENCE LINE RUNNING N-S.
 CY1197'
 CY1197'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1169 ***********************************************************************
 CY1169  DESIGNATION -  GILMAN CAIRN
 CY1169  PID         -  CY1169
 CY1169  STATE/COUNTY-  AZ/COCHISE
 CY1169  USGS QUAD   -  FISHER HILLS (1979)
 CY1169
 CY1169                         *CURRENT SURVEY CONTROL
 CY1169  ___________________________________________________________________
 CY1169* NAD 83(1992)-  32 22 53.32756(N)    109 33 52.81786(W)     ADJUSTED  
 CY1169* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 CY1169  ___________________________________________________________________
 CY1169  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CY1169  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CY1169  HORZ ORDER  -  THIRD
 CY1169
 CY1169.The horizontal coordinates were established by classical geodetic methods
 CY1169.and adjusted by the National Geodetic Survey in August 1993.
 CY1169
 CY1169.The orthometric height was scaled from a topographic map.
 CY1169
 CY1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1169
 CY1169.The geoid height was determined by GEOID03.
 CY1169
 CY1169;                    North         East     Units Scale Factor Converg.
 CY1169;SPC AZ E     -   153,324.521   270,002.404   MT  0.99993955   +0 19 20.7
 CY1169;SPC AZ E     -   503,033.21    885,834.66   iFT  0.99993955   +0 19 20.7
 CY1169;UTM  12      - 3,583,626.958   635,016.174   MT  0.99982480   +0 46 07.7
 CY1169
 CY1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1169!SPC AZ E     -   0.99979829  x   0.99993955  =   0.99973785
 CY1169!UTM  12      -   0.99979829  x   0.99982480  =   0.99962313
 CY1169
 CY1169                          SUPERSEDED SURVEY CONTROL
 CY1169
 CY1169  NAD 83(1986)-  32 22 53.32276(N)    109 33 52.81508(W) AD(       ) 4
 CY1169  NAD 27      -  32 22 53.06000(N)    109 33 50.57000(W) AD(       ) 3
 CY1169
 CY1169.Superseded values are not recommended for survey control.
 CY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1169.See file dsdata.txt to determine how the superseded data were derived.
 CY1169
 CY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3501683627(NAD 83)
 CY1169_MARKER: 72 = CAIRN
 CY1169
 CY1169  HISTORY     - Date     Condition        Report By
 CY1169  HISTORY     - 1945     FIRST OBSERVED   USGS
 CY1169
 CY1169                          STATION DESCRIPTION
 CY1169
 CY1169'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1198 ***********************************************************************
 CY1198  DESIGNATION -  GILMAN CAIRN 2 MI NE
 CY1198  PID         -  CY1198
 CY1198  STATE/COUNTY-  AZ/GRAHAM
 CY1198  USGS QUAD   -  GREASEWOOD MOUNTAIN (1985)
 CY1198
 CY1198                         *CURRENT SURVEY CONTROL
 CY1198  ___________________________________________________________________
 CY1198* NAD 83(1992)-  32 26 45.47292(N)    109 49 55.23122(W)     ADJUSTED  
 CY1198* NAVD 88     -              **(meters)            **(feet)            
 CY1198  ___________________________________________________________________
 CY1198  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CY1198  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY1198  HORZ ORDER  -  THIRD
 CY1198
 CY1198.The horizontal coordinates were established by classical geodetic methods
 CY1198.and adjusted by the National Geodetic Survey in August 1993.
 CY1198
 CY1198
 CY1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1198
 CY1198.The geoid height was determined by GEOID03.
 CY1198
 CY1198;                    North         East     Units Scale Factor Converg.
 CY1198;SPC AZ E     -   160,364.727   244,825.795   MT  0.99991221   +0 10 46.4
 CY1198;SPC AZ E     -   526,130.99    803,234.24   iFT  0.99991221   +0 10 46.4
 CY1198;UTM  12      - 3,590,469.680   609,788.946   MT  0.99974864   +0 37 36.1
 CY1198
 CY1198                          SUPERSEDED SURVEY CONTROL
 CY1198
 CY1198  NAD 83(1986)-  32 26 45.46721(N)    109 49 55.22961(W) AD(       ) 4
 CY1198  NAD 27      -  32 26 45.20600(N)    109 49 52.98600(W) AD(       ) 3
 CY1198
 CY1198.Superseded values are not recommended for survey control.
 CY1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1198.See file dsdata.txt to determine how the superseded data were derived.
 CY1198
 CY1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0978990470(NAD 83)
 CY1198_MARKER: 72 = CAIRN
 CY1198
 CY1198  HISTORY     - Date     Condition        Report By
 CY1198  HISTORY     - 1946     FIRST OBSERVED   CGS
 CY1198
 CY1198                          STATION DESCRIPTION
 CY1198
 CY1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1198'THE STATION IS A MEDIUM LARGE, WELL-SHAPED, FAIRLY CONICAL,
 CY1198'ROCK CAIRN, WHICH PROJECTS 4-1/2 FEET ABOVE THE SURROUNDING
 CY1198'SURFACE, AND IS ABOUT 5 FEET IN DIAMETER AT THE BASE.  IT
 CY1198'HAS A SMALL POLE PROJECTING FROM THE TOP 2-1/2 FEET, WHICH
 CY1198'IS BRACED BY FOUR WIRES.  IT IS LOCATED ON THE HIGHEST POINT
 CY1198'OF A SLIGHTLY OBLONG-SHAPED MOUNTAIN WHICH RISES ABOUT 1,000
 CY1198'FEET ABOVE THE AVERAGE HEIGHT OF EVERYTHING IN THE VICINITY.
 CY1198'THIS MOUNTAIN IS LOCATED 4 MILES SW OF THE S PART OF THE
 CY1198'GRAHAM MOUNTAIN RANGE, AND IS THE HIGHEST MOUNTAIN IN THE
 CY1198'VICINITY.  THE MOUNTAIN CAN BE SEEN FROM THE S, W, AND NW AS
 CY1198'A CONICAL-SHAPED MOUNTAIN RISING TO A GOOD POINT.
 CY1198'
 CY1198'THERE IS A LONE CEDAR SHRUB ABOUT 25 FEET S AND 8 FEET BELOW
 CY1198'THE CAIRN.  THE CEDAR SHRUB IS 4 FEET IN DIAMETER AND IS THE
 CY1198'ONLY SHRUB NEAR THE TOP OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0486 ***********************************************************************
 DV0486  DESIGNATION -  GIN
 DV0486  PID         -  DV0486
 DV0486  STATE/COUNTY-  AZ/MARICOPA
 DV0486  USGS QUAD   -  PERRYVILLE (1982)
 DV0486
 DV0486                         *CURRENT SURVEY CONTROL
 DV0486  ___________________________________________________________________
 DV0486* NAD 83(1992)-  33 24 48.10377(N)    112 24 34.11639(W)     ADJUSTED  
 DV0486* NAVD 88     -       285.20   (+/-2cm)     935.7    (feet)  VERTCON   
 DV0486  ___________________________________________________________________
 DV0486  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DV0486  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0486  HORZ ORDER  -  SECOND
 DV0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0486
 DV0486.The horizontal coordinates were established by classical geodetic methods
 DV0486.and adjusted by the National Geodetic Survey in August 1993.
 DV0486
 DV0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0486.The vertical order pertains to the NGVD 29 superseded value.
 DV0486
 DV0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0486
 DV0486.The geoid height was determined by GEOID03.
 DV0486
 DV0486;                    North         East     Units Scale Factor Converg.
 DV0486;SPC AZ C     -   267,700.734   167,525.625   MT  0.99992589   -0 16 17.0
 DV0486;SPC AZ C     -   878,283.25    549,624.75   iFT  0.99992589   -0 16 17.0
 DV0486;UTM  12      - 3,698,001.621   368,944.708   MT  0.99981175   -0 46 34.6
 DV0486
 DV0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0486!SPC AZ C     -   0.99996000  x   0.99992589  =   0.99988589
 DV0486!UTM  12      -   0.99996000  x   0.99981175  =   0.99977175
 DV0486
 DV0486:                Primary Azimuth Mark                     Grid Az
 DV0486:SPC AZ C     -  GOODYEAR AIRCRAFT CORP TANK              065 22 40.5
 DV0486:UTM  12      -  GOODYEAR AIRCRAFT CORP TANK              065 52 58.1
 DV0486
 DV0486|---------------------------------------------------------------------|
 DV0486| PID    Reference Object                     Distance      Geod. Az  |
 DV0486|                                                           dddmmss.s |
 DV0486| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 4.9 KM 0650623.5 |
 DV0486| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 4.3 KM 0675417.0 |
 DV0486| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 4.1 KM 0682955.7 |
 DV0486| DV0485 GIN RM 1                             38.023 METERS 24618     |
 DV0486| DV0487 GIN RM 2                             24.289 METERS 35012     |
 DV0486| DV2132 COTTON                              APPROX. 2.5 KM 3570811.9 |
 DV0486|---------------------------------------------------------------------|
 DV0486
 DV0486                          SUPERSEDED SURVEY CONTROL
 DV0486
 DV0486  NAD 83(1986)-  33 24 48.09794(N)    112 24 34.12102(W) AD(       ) 2
 DV0486  NAD 27      -  33 24 47.94330(N)    112 24 31.54500(W) AD(       ) 2
 DV0486  NGVD 29 (??/??/92)  284.572  (m)          933.63   (f) ADJ UNCH    2 0
 DV0486
 DV0486.Superseded values are not recommended for survey control.
 DV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0486.See file dsdata.txt to determine how the superseded data were derived.
 DV0486
 DV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6894598002(NAD 83)
 DV0486_MARKER: DE = TRAVERSE STATION DISK
 DV0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0486_STAMPING: GIN 1962
 DV0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0486+STABILITY: SURFACE MOTION
 DV0486
 DV0486  HISTORY     - Date     Condition        Report By
 DV0486  HISTORY     - 1962     MONUMENTED       CGS
 DV0486  HISTORY     - 1962     GOOD             CGS
 DV0486  HISTORY     - 20060706 MARK NOT FOUND   GEOCAC
 DV0486  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV0486
 DV0486                          STATION DESCRIPTION
 DV0486
 DV0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0486'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF AVONDALE,
 DV0486'ABOUT 3 MILES SOUTHEAST OF PERRYVILLE AND 0.5 MILE NORTH OF
 DV0486'U.S. HIGHWAY 80.
 DV0486'
 DV0486'TO REACH THE STATION FROM THE CITY HALL IN AVONDALE, GO WEST
 DV0486'ON WESTERN AVENUE FOR 0.85 MILE TO CROSSROAD AND STOPLIGHT
 DV0486'IN GOODYEAR, TURN LEFT, GO SOUTH FOR 0.75 MILE TO U.S. HIGHWAY
 DV0486'80, TURN RIGHT, GO SOUTHWEST ON U.S. HIGHWAY 80 FOR 3.3 MILES
 DV0486'TO A SIDE ROAD RIGHT, TURN RIGHT, GO NORTH ON GRAVEL ROAD
 DV0486'FOR 0.5 MILE TO STATION ON LEFT.
 DV0486'
 DV0486'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0486'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 DV0486'AND STAMPED GIN 1962.  THE MARK IS 112 FEET EAST OF THE NORTHEAST
 DV0486'CORNER OF HOUSE, 74 FEET SOUTHEAST OF A IRRIGATION PUMP,
 DV0486'14.5 FEET SOUTH OF POWER POLE WITH TRANSFORMER AND 30 FEET
 DV0486'WEST OF CENTER OF ROAD.
 DV0486'
 DV0486'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0486'HOLE IN THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF
 DV0486'SCALES AND STAMPED GIN NO 1 1962.  THE MARK IS 144 FEET WEST OF
 DV0486'CENTER OF ROAD AND 23 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 DV0486'CORNER OF HOUSE.
 DV0486'
 DV0486'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DV0486'OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DV0486'OF THE GROUND AND STAMPED GIN NO 2 1962.  THE MARK IS 44
 DV0486'FEET WEST OF CENTER OF ROAD, 28 FEET NORTHEAST OF A
 DV0486'IRRIGATION PUMP AND 2.5 FEET SOUTH OF POWER POLE WITH THREE
 DV0486'TRANSFORMERS.
 DV0486'
 DV0486'STATION COTTON 1935 TO BE USED FOR AZIMUTH MARK.
 DV0486
 DV0486                          STATION RECOVERY (1962)
 DV0486
 DV0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0486'5.2 MI SW FROM AVONDALE.
 DV0486'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0486'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 3.15 MILES
 DV0486'SOUTHWEST ALONG US HIGHWAY 80, THENCE 0.45 MILES NORTH ALONG KIMBALL
 DV0486'ROAD.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE POST FLUSH
 DV0486'WITH THE GROUND, 29 FT. WEST OF THE CENTER OF KIMBALL ROAD, 15 FT.
 DV0486'SOUTH OF THE CENTER OF A POWER POLE WITH TWO TRANS, 112 FT. EAST OF
 DV0486'THE NORTHEAST CORNER OF A CONCRETE BLOCK HOUSE, ABOUT LEVEL WITH THE
 DV0486'ROAD.
 DV0486
 DV0486                          STATION RECOVERY (2006)
 DV0486
 DV0486'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0486'FOUND ONLY RM2.
 DV0486
 DV0486                          STATION RECOVERY (2008)
 DV0486
 DV0486'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0486'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0486'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0859 ***********************************************************************
 CY0859  DESIGNATION -  GIN
 CY0859  PID         -  CY0859
 CY0859  STATE/COUNTY-  AZ/GREENLEE
 CY0859  USGS QUAD   -  DUNCAN (1986)
 CY0859
 CY0859                         *CURRENT SURVEY CONTROL
 CY0859  ___________________________________________________________________
 CY0859* NAD 83(1992)-  32 43 31.55802(N)    109 05 18.17578(W)     ADJUSTED  
 CY0859* NAVD 88     -      1129.4    (meters)    3705.     (feet)  VERTCON   
 CY0859  ___________________________________________________________________
 CY0859  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CY0859  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CY0859  HORZ ORDER  -  SECOND
 CY0859
 CY0859.The horizontal coordinates were established by classical geodetic methods
 CY0859.and adjusted by the National Geodetic Survey in August 1993.
 CY0859
 CY0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0859
 CY0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0859
 CY0859.The geoid height was determined by GEOID03.
 CY0859
 CY0859;                    North         East     Units Scale Factor Converg.
 CY0859;SPC AZ E     -   191,818.729   314,432.501   MT  1.00002593   +0 34 58.7
 CY0859;SPC AZ E     -   629,326.54  1,031,602.69   iFT  1.00002593   +0 34 58.7
 CY0859;UTM  12      - 3,622,465.013   679,140.346   MT  0.99999572   +1 02 01.4
 CY0859
 CY0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0859!SPC AZ E     -   0.99982678  x   1.00002593  =   0.99985271
 CY0859!UTM  12      -   0.99982678  x   0.99999572  =   0.99982250
 CY0859
 CY0859|---------------------------------------------------------------------|
 CY0859| PID    Reference Object                     Distance      Geod. Az  |
 CY0859|                                                           dddmmss.s |
 CY0859| CY0868 GIN RM 1                              8.968 METERS 11259     |
 CY0859| CY0860 GRAVEL                              APPROX. 3.0 KM 1254553.8 |
 CY0859| CY0867 GIN RM 2                              9.179 METERS 29409     |
 CY0859|---------------------------------------------------------------------|
 CY0859
 CY0859                          SUPERSEDED SURVEY CONTROL
 CY0859
 CY0859  NAD 83(1986)-  32 43 31.55129(N)    109 05 18.17525(W) AD(       ) 2
 CY0859  NGVD 29 (02/22/88) 1128.7    (m)         3703.     (f) VERT ANG    3  
 CY0859
 CY0859.Superseded values are not recommended for survey control.
 CY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0859.See file dsdata.txt to determine how the superseded data were derived.
 CY0859
 CY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7914022465(NAD 83)
 CY0859_MARKER: DS = TRIANGULATION STATION DISK
 CY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0859+STABILITY: SURFACE MOTION
 CY0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0859+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY0859
 CY0859  HISTORY     - Date     Condition        Report By
 CY0859  HISTORY     - 1983     MONUMENTED       AZDT
 CY0859  HISTORY     - 20061020 GOOD             GEOCAC
 CY0859
 CY0859                          STATION DESCRIPTION
 CY0859
 CY0859'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0859'THE STATION IS LOCATED 1 MILE NORTHEAST OF DUNCAN ALONG THE ROAD WHICH
 CY0859'LEADS TO VIRDEN NEW MEXICO.
 CY0859'
 CY0859'THE STATION MARK IS AN AZDT DISK STAMPED---GIN 1983---.  IT IS SET IN
 CY0859'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 48 FEET SOUTHWEST OF THE
 CY0859'CENTERLINE OF VIRDEN ROAD AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 CY0859'
 CY0859'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GIN RM 1 1983---.  IT IS
 CY0859'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0859'
 CY0859'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GIN RM 2 1983---.  IT IS
 CY0859'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0859'
 CY0859'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN TRAVEL NORTHEAST
 CY0859'ALONG MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70 AND STATE ROUTE 75.
 CY0859'TRAVEL NORTH ALONG SR 75 FOR 0.6 MILE TO A FORK,TURN RIGHT ON ROAD
 CY0859'TO VERDEN FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 CY0859
 CY0859                          STATION RECOVERY (2006)
 CY0859
 CY0859'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0859'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY0859'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CY0859'ALL MARKS ARE DATED 1982 (NOT 1983).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0485 ***********************************************************************
 DV0485  DESIGNATION -  GIN RM 1
 DV0485  PID         -  DV0485
 DV0485  STATE/COUNTY-  AZ/MARICOPA
 DV0485  USGS QUAD   -  PERRYVILLE (1982)
 DV0485
 DV0485                         *CURRENT SURVEY CONTROL
 DV0485  ___________________________________________________________________
 DV0485* NAD 83(1986)-  33 24 47.     (N)    112 24 34.     (W)     SCALED    
 DV0485* NAVD 88     -       285.05   (+/-2cm)     935.2    (feet)  VERTCON   
 DV0485  ___________________________________________________________________
 DV0485  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0485
 DV0485.The horizontal coordinates were scaled from a topographic map and have
 DV0485.an estimated accuracy of +/- 6 seconds.
 DV0485
 DV0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0485.The vertical order pertains to the NGVD 29 superseded value.
 DV0485
 DV0485.The geoid height was determined by GEOID03.
 DV0485
 DV0485;                    North         East    Units  Estimated Accuracy
 DV0485;SPC AZ C     -   267,670.      167,530.      MT  (+/- 180 meters Scaled)
 DV0485
 DV0485                          SUPERSEDED SURVEY CONTROL
 DV0485
 DV0485  NGVD 29 (??/??/92)  284.423  (m)          933.14   (f) ADJ UNCH    2 0
 DV0485
 DV0485.Superseded values are not recommended for survey control.
 DV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0485.See file dsdata.txt to determine how the superseded data were derived.
 DV0485
 DV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB689979(NAD 83)
 DV0485_MARKER: DR = REFERENCE MARK DISK
 DV0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0485_SP_SET: WALL
 DV0485_STAMPING: GIN NO 1 1962
 DV0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0485
 DV0485  HISTORY     - Date     Condition        Report By
 DV0485  HISTORY     - 1962     MONUMENTED       CGS
 DV0485  HISTORY     - 20060706 MARK NOT FOUND   GEOCAC
 DV0485  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV0485
 DV0485                          STATION DESCRIPTION
 DV0485
 DV0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0485'5.2 MI SW FROM AVONDALE.
 DV0485'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0485'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 3.15 MILES
 DV0485'SOUTHWEST ALONG US HIGHWAY 80, THENCE 0.45 MILES NORTH ALONG KIMBALL
 DV0485'ROAD.  THE MARK IS A STANDARD DISK DRILLED IN THE TOP OF THE SOUTHEAST
 DV0485'CORNER OF A CONCRETE RETAINING WALL OF THE TRUCK SCALES, 141 FT. WEST
 DV0485'OF THE CENTER OF THE ROAD, 21 FT. SOUTHEAST OF THE CORNER OF THE SCALE
 DV0485'HOUSE, 124.8 FT. SOUTHWEST OF TRAVERSE STATION GIN.
 DV0485
 DV0485                          STATION RECOVERY (2006)
 DV0485
 DV0485'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0485'MARK NOT FOUND.
 DV0485
 DV0485                          STATION RECOVERY (2008)
 DV0485
 DV0485'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0485'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0485'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0487 ***********************************************************************
 DV0487  DESIGNATION -  GIN RM 2
 DV0487  PID         -  DV0487
 DV0487  STATE/COUNTY-  AZ/MARICOPA
 DV0487  USGS QUAD   -  PERRYVILLE (1982)
 DV0487
 DV0487                         *CURRENT SURVEY CONTROL
 DV0487  ___________________________________________________________________
 DV0487* NAD 83(1986)-  33 24 47.     (N)    112 24 34.     (W)     SCALED    
 DV0487* NAVD 88     -       285.87   (+/-2cm)     937.9    (feet)  VERTCON   
 DV0487  ___________________________________________________________________
 DV0487  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0487
 DV0487.The horizontal coordinates were scaled from a topographic map and have
 DV0487.an estimated accuracy of +/- 6 seconds.
 DV0487
 DV0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0487.The vertical order pertains to the NGVD 29 superseded value.
 DV0487
 DV0487.The geoid height was determined by GEOID03.
 DV0487
 DV0487;                    North         East    Units  Estimated Accuracy
 DV0487;SPC AZ C     -   267,670.      167,530.      MT  (+/- 180 meters Scaled)
 DV0487
 DV0487                          SUPERSEDED SURVEY CONTROL
 DV0487
 DV0487  NGVD 29 (??/??/92)  285.234  (m)          935.81   (f) ADJ UNCH    2 0
 DV0487
 DV0487.Superseded values are not recommended for survey control.
 DV0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0487.See file dsdata.txt to determine how the superseded data were derived.
 DV0487
 DV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB689979(NAD 83)
 DV0487_MARKER: DR = REFERENCE MARK DISK
 DV0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0487_STAMPING: GIN RM 2 1962
 DV0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0487+STABILITY: SURFACE MOTION
 DV0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0487+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 DV0487
 DV0487  HISTORY     - Date     Condition        Report By
 DV0487  HISTORY     - 1962     MONUMENTED       CGS
 DV0487  HISTORY     - 20060706 GOOD             GEOCAC
 DV0487
 DV0487                          STATION DESCRIPTION
 DV0487
 DV0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0487'5.2 MI SW FROM AVONDALE.
 DV0487'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0487'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD ROAD, THENCE 3.15 MILES
 DV0487'SOUTHWEST ALONG US HIGHWAY 80, THENCE 0.45 MILES NORTH ALONG KIMBALL
 DV0487'ROAD.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE POST FLUSH
 DV0487'WITH THE GROUND, 42 FT. WEST OF THE CENTER OF THE ROAD, 2.5 FT. SOUTH
 DV0487'OF A POWER POLE WITH THREE TRANS, 122 FT. NORTHEAST OF THE NORTHMOST
 DV0487'CORNER OF THE SCALE HOUSE, 79.7 FT. NORTH OF TRAVERSE STATION GIN, AND
 DV0487'1.0 FT. ABOVE THE ROAD.
 DV0487
 DV0487                          STATION RECOVERY (2006)
 DV0487
 DV0487'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 DV0487'BLOCK BUILDING IS NO LONGER ON SITE.  POWER POLE WITH THREE
 DV0487'TRANSFORMERS STILL EXISTS AS DOES THE IRRIGATION PUMP.  MARK IS
 DV0487'MOUNTED IN CONCRETE WHICH NOW PROTRUDES APPOXIMATELY ONE FOOT ABOVE
 DV0487'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5011 ***********************************************************************
 DG5011  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5011  DESIGNATION -  GISELA
 DG5011  PID         -  DG5011
 DG5011  STATE/COUNTY-  AZ/GILA
 DG5011  USGS QUAD   -  GISELA (1972)
 DG5011
 DG5011                         *CURRENT SURVEY CONTROL
 DG5011  ___________________________________________________________________
 DG5011* NAD 83(2007)-  34 06 02.58438(N)    111 17 31.20776(W)     ADJUSTED  
 DG5011* NAVD 88     -       934.13   (meters)    3064.7    (feet)  GPS OBS   
 DG5011  ___________________________________________________________________
 DG5011  EPOCH DATE  -        2007.00
 DG5011  X           -  -1,920,095.682 (meters)                     COMP
 DG5011  Y           -  -4,926,822.717 (meters)                     COMP
 DG5011  Z           -   3,556,212.035 (meters)                     COMP
 DG5011  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DG5011  ELLIP HEIGHT-         907.863 (meters)          (02/10/07) ADJUSTED
 DG5011  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DG5011
 DG5011  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5011  Type    PID    Designation                      North   East  Ellip
 DG5011  -------------------------------------------------------------------
 DG5011  NETWORK DG5011 GISELA                            0.78   0.63   1.69
 DG5011  -------------------------------------------------------------------
 DG5011
 DG5011.The horizontal coordinates were established by GPS observations
 DG5011.and adjusted by the National Geodetic Survey in February 2007.
 DG5011
 DG5011.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5011.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5011.The horizontal coordinates are valid at the epoch date displayed above.
 DG5011.The epoch date for horizontal control is a decimal equivalence
 DG5011.of Year/Month/Day.
 DG5011
 DG5011.The orthometric height was determined by GPS observations and a
 DG5011.high-resolution geoid model.
 DG5011.The orthometric height was determined by GPS observations and a
 DG5011.high-resolution geoid model using precise GPS observation and
 DG5011.processing techniques.
 DG5011
 DG5011.Photographs are available for this station.
 DG5011
 DG5011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5011
 DG5011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5011
 DG5011.The ellipsoidal height was determined by GPS observations
 DG5011.and is referenced to NAD 83.
 DG5011
 DG5011.The geoid height was determined by GEOID03.
 DG5011
 DG5011;                    North         East     Units Scale Factor Converg.
 DG5011;SPC AZ E     -   344,396.421   109,526.867   MT  1.00003286   -0 37 51.5
 DG5011;SPC AZ E     - 1,129,909.52    359,340.11   iFT  1.00003286   -0 37 51.5
 DG5011;UTM  12      - 3,773,361.948   473,066.058   MT  0.99960894   -0 09 49.4
 DG5011
 DG5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5011!SPC AZ E     -   0.99985750  x   1.00003286  =   0.99989036
 DG5011!UTM  12      -   0.99985750  x   0.99960894  =   0.99946650
 DG5011
 DG5011                          SUPERSEDED SURVEY CONTROL
 DG5011
 DG5011  NAD 83(1992)-  34 06 02.58400(N)    111 17 31.20728(W) AD(       ) A
 DG5011  ELLIP H (03/01/04)  907.872  (m)                       GP(       ) 4 1
 DG5011
 DG5011.Superseded values are not recommended for survey control.
 DG5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5011.See file dsdata.txt to determine how the superseded data were derived.
 DG5011
 DG5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7306673362(NAD 83)
 DG5011_MARKER: I = METAL ROD
 DG5011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG5011_MARK LOGO: AZ-007
 DG5011_PROJECTION: FLUSH
 DG5011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5011+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DG5011_ROD/PIPE-DEPTH: 10   meters
 DG5011
 DG5011  HISTORY     - Date     Condition        Report By
 DG5011  HISTORY     - 20030604 MONUMENTED       AZ-007
 DG5011
 DG5011                          STATION DESCRIPTION
 DG5011
 DG5011'DESCRIBED BY GILA COUNTY ARIZONA 2003
 DG5011'STATION DESCRIPTION  (2003)
 DG5011' 
 DG5011'DESCRIPTION BY GILA COUNTY SURVEYORS.
 DG5011' 
 DG5011'FROM THE INTERSECTION OF SR-87 AND THE GISELA TURNOFF, JUST SOUTH OF
 DG5011'RYE, TURN EAST ON FS-417 (GISELA ROAD) AND TRAVEL 4.4 MILES TO A
 DG5011'TWO-WAY INTERSECTION.  THE MONUMENT IS IN THE CENTER OF THE ISLAND.
 DG5011' 
 DG5011'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2273 ***********************************************************************
 DV2273  DESIGNATION -  GLADDEN
 DV2273  PID         -  DV2273
 DV2273  STATE/COUNTY-  AZ/MARICOPA
 DV2273  USGS QUAD   -  GLADDEN (1989)
 DV2273
 DV2273                         *CURRENT SURVEY CONTROL
 DV2273  ___________________________________________________________________
 DV2273* NAD 83(1992)-  33 54 10.46035(N)    113 17 57.80531(W)     ADJUSTED  
 DV2273* NAVD 88     -       671.3    (meters)    2202.     (feet)  VERTCON   
 DV2273  ___________________________________________________________________
 DV2273  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV2273  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV2273  HORZ ORDER  -  SECOND
 DV2273
 DV2273.The horizontal coordinates were established by classical geodetic methods
 DV2273.and adjusted by the National Geodetic Survey in August 1993.
 DV2273
 DV2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2273
 DV2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2273
 DV2273.The geoid height was determined by GEOID03.
 DV2273
 DV2273;                    North         East     Units Scale Factor Converg.
 DV2273;SPC AZ C     -   322,745.878    85,480.271   MT  1.00010153   -0 46 16.9
 DV2273;SPC AZ C     - 1,058,877.55    280,447.08   iFT  1.00010153   -0 46 16.9
 DV2273;UTM  12      - 3,753,770.810   287,393.262   MT  1.00015726   -1 16 59.0
 DV2273
 DV2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2273!SPC AZ C     -   0.99989935  x   1.00010153  =   1.00000087
 DV2273!UTM  12      -   0.99989935  x   1.00015726  =   1.00005659
 DV2273
 DV2273|---------------------------------------------------------------------|
 DV2273| PID    Reference Object                     Distance      Geod. Az  |
 DV2273|                                                           dddmmss.s |
 DV2273| CS6633 GLADDEN RM 1                         18.192 METERS 03738     |
 DV2273| CS6634 GLADDEN RM 2                         18.267 METERS 31845     |
 DV2273|---------------------------------------------------------------------|
 DV2273
 DV2273                          SUPERSEDED SURVEY CONTROL
 DV2273
 DV2273  NAD 83(1986)-  33 54 10.45939(N)    113 17 57.80888(W) AD(       ) 2
 DV2273  NGVD 29 (11/27/91)  670.6    (m)         2200.     (f) VERT ANG    3  
 DV2273
 DV2273.Superseded values are not recommended for survey control.
 DV2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2273.See file dsdata.txt to determine how the superseded data were derived.
 DV2273
 DV2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8739353771(NAD 83)
 DV2273_MARKER: DS = TRIANGULATION STATION DISK
 DV2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2273+STABILITY: SURFACE MOTION
 DV2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2273+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2273
 DV2273  HISTORY     - Date     Condition        Report By
 DV2273  HISTORY     - 1985     MONUMENTED       AZDT
 DV2273  HISTORY     - 20070323 GOOD             GEOCAC
 DV2273
 DV2273                          STATION DESCRIPTION
 DV2273
 DV2273'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2273'THE STATION IS LOCATED 7-1/2 MILES SOUTHWEST OF AGUILA ALONG THE NORTH
 DV2273'SIDE OF U.S. HIGHWAY 60.
 DV2273'
 DV2273'THE STATION MARK IS AN AZDT DISK STAMPED---GLADDEN 1985---.  IT IS SET
 DV2273'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 80 FEET NORTHWEST OF
 DV2273'CENTER LINE OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WITNESS POST.
 DV2273'
 DV2273'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GLADDEN RM 1 1985---.  IT
 DV2273'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET SOUTH OF THE RIGHT
 DV2273'OF WAY FENCE.
 DV2273'
 DV2273'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GLADDEN RM 2 1985---.  IT
 DV2273'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 6 FEET SOUTH OF THE RIGHT
 DV2273'OF WAY FENCE.
 DV2273'
 DV2273'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL SOUTHWEST
 DV2273'ALONG U.S. HIGHWAY 60 FOR 7.7 MILES TO MILEPOST 76.5 AND THE STATION.
 DV2273
 DV2273                          STATION RECOVERY (2007)
 DV2273
 DV2273'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2273'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV2273'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0882 ***********************************************************************
 ET0882  DESIGNATION -  GLASSFORD
 ET0882  PID         -  ET0882
 ET0882  STATE/COUNTY-  AZ/YAVAPAI
 ET0882  USGS QUAD   -  PRESCOTT (1973)
 ET0882
 ET0882                         *CURRENT SURVEY CONTROL
 ET0882  ___________________________________________________________________
 ET0882* NAD 83(1992)-  34 35 22.11701(N)    112 22 54.43904(W)     ADJUSTED  
 ET0882* NAVD 88     -      1884.4    (meters)    6182.     (feet)  VERTCON   
 ET0882  ___________________________________________________________________
 ET0882  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 ET0882  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0882  HORZ ORDER  -  SECOND
 ET0882
 ET0882.The horizontal coordinates were established by classical geodetic methods
 ET0882.and adjusted by the National Geodetic Survey in August 1993.
 ET0882
 ET0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0882
 ET0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0882
 ET0882.The geoid height was determined by GEOID03.
 ET0882
 ET0882;                    North         East     Units Scale Factor Converg.
 ET0882;SPC AZ C     -   398,134.964   170,692.999   MT  0.99992243   -0 15 50.6
 ET0882;SPC AZ C     - 1,306,217.07    560,016.40   iFT  0.99992243   -0 15 50.6
 ET0882;UTM  12      - 3,828,386.724   373,278.602   MT  0.99979793   -0 47 04.3
 ET0882
 ET0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0882!SPC AZ C     -   0.99970840  x   0.99992243  =   0.99963086
 ET0882!UTM  12      -   0.99970840  x   0.99979793  =   0.99950639
 ET0882
 ET0882|---------------------------------------------------------------------|
 ET0882| PID    Reference Object                     Distance      Geod. Az  |
 ET0882|                                                           dddmmss.s |
 ET0882| CH2335 GLASSFORD RM 2                       11.347 METERS 08652     |
 ET0882| CH2334 GLASSFORD RM 1                       15.219 METERS 19948     |
 ET0882| ET0987 GRANITE                             APPROX.16.6 KM 2885312.7 |
 ET0882| ET0887 PRESCOTT SOUTH BASE                 APPROX.12.7 KM 3443459.8 |
 ET0882|---------------------------------------------------------------------|
 ET0882
 ET0882                          SUPERSEDED SURVEY CONTROL
 ET0882
 ET0882  NAD 83(1986)-  34 35 22.11425(N)    112 22 54.43709(W) AD(       ) 2
 ET0882  NAD 27      -  34 35 22.02493(N)    112 22 51.83460(W) AD(       ) 2
 ET0882  NGVD 29 (07/19/86) 1883.5    (m)         6179.     (f) VERT ANG    3  
 ET0882
 ET0882.Superseded values are not recommended for survey control.
 ET0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0882.See file dsdata.txt to determine how the superseded data were derived.
 ET0882
 ET0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7327928387(NAD 83)
 ET0882_MARKER: X = CHISELED CROSS
 ET0882_SETTING: 66 = SET IN ROCK OUTCROP
 ET0882_SP_SET: SET IN BEDROCK
 ET0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0882+STABILITY: POSITION/ELEVATION WELL
 ET0882
 ET0882  HISTORY     - Date     Condition        Report By
 ET0882  HISTORY     - 1943     MONUMENTED       USGS
 ET0882  HISTORY     - 1973     GOOD             USGS
 ET0882  HISTORY     - 1980     GOOD             AZDT
 ET0882
 ET0882                          STATION DESCRIPTION
 ET0882
 ET0882'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET0882'LOCATED 3.3 MI N. AND 5 MI E. OF CENTER OF PRESCOTT.  ON TOP OF
 ET0882'NORTHWESTERLY AND HIGHEST POINT OF GLASSFORD HILL.
 ET0882'
 ET0882'STATION MARK--CHISELED CROSS IN SOLID ROCK, 1 FT ABOVE GROUND.
 ET0882'
 ET0882'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN LAVA
 ET0882'OUTCROP.
 ET0882'
 ET0882'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN LAVA
 ET0882'OUTCROP.
 ET0882
 ET0882                          STATION RECOVERY (1973)
 ET0882
 ET0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0882'RECOVERED AS DESCRIBED BY USGS.
 ET0882'
 ET0882'TO REACH FROM YAVAPAI COUNTY COURTHOUSE IN PRESCOTT, GO 1.8 MI E.
 ET0882'ON U.S. HWY. 89 TO JCT. WITH STATE HWY. 69.  BEAR RIGHT 4.8 MI SE.
 ET0882'ON STATE HWY. 69 TO RAMADA DRIVE AT DIAMOND VALLEY HOMES.  TURN
 ET0882'LEFT ON RAMADA DRIVE 0.6 MI TO THELMA DRIVE.  TURN RIGHT 0.25 MI
 ET0882'NORTHERLY ON THELMA DRIVE TO 4-WAY INTERSECTION AT STEEL-TOWER
 ET0882'POWER TRANSMISSION LINE.  TURN LEFT ABOUT 1 MI NW. ALONG POWER
 ET0882'LINE ACCESS RD. TO CREST OF FLAT RIDGE AND STEEL TOWER AT HIGHEST
 ET0882'POINT OF RIDGE ON POWER LINE.  TURN RIGHT CROSS-COUNTRY NE. AT
 ET0882'TOWER ON TOP AND DRIVE UP GENTLE ROCKY GRADE 1.3 MI TO LOW FLAT
 ET0882'TOP ABOUT 0.8 MI S. OF GLASSFORD HILL.  PACK NE. THROUGH LOW
 ET0882'SADDLE THEN BEAR NORTHERLY UP RIDGE TO HIGHEST POINT AND STATION
 ET0882'ABOUT 1 MI FROM END OF TRUCK TRAVEL.
 ET0882
 ET0882                          STATION RECOVERY (1980)
 ET0882
 ET0882'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0882'THE STATION IS LOCATED 3.3 MILES NORTH AND 5 MILES EAST OF THE CENTER
 ET0882'OF PRESCOTT ON TOP OF THE NORTHWESTERLY AND HIGHEST PART OF  GLASSFORD
 ET0882'HILL.
 ET0882'
 ET0882'THE STATION MARK IS A CROSS CHISELED ON TOP OF PROJECTING BEDROCK.
 ET0882'
 ET0882'REFERENCE MARK 1 IS A USGS DISK STAMPED NO 1 SET IN A DRILL HOLE.
 ET0882'
 ET0882'REFERENCE MARK 2 IS A USGS DISK STAMPED NO 2 SET IN A DRILL HOLE.
 ET0882'
 ET0882'TO REACH THE STATION FROM THE JUNCTION OF US 89 AND SR 69 IN PRESCOTT.
 ET0882'TRAVEL EAST ALONG SR 69 FOR 5.15 MILES TO A BLADED ROAD ON THE LEFT.
 ET0882'TURN LEFT FOR 0.43 MILE TO A FORK, TAKE LEFT FORK FOR 0.17 MILE TO A
 ET0882'CROSSROAD, CONTINUE AHEAD FOR 0.05 MILE TO A CROSSROAD WILLIAM AND
 ET0882'RAMADA DRIVES, CONTINUE AHEAD FOR 0.05 MILE TO A T ROAD ON THE RIGHT.
 ET0882'TURN RIGHT AND CONTINUE FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND
 ET0882'CONTINUE NORTH AND WEST UNDER THE HIGHLINE FOR 0.35 MILE TO A GATE.
 ET0882'PASS THROUGH GATE FOR 0.25 MILE TO A FORK LEADING TO CORRALS AND WIND
 ET0882'MILL.  TAKE LEFT FORK FOR 0.28 MILE TO A GATE.  PASS THROUGH GATE FOR
 ET0882'0.1 MILE TO A GATE BY HIGHLINE TOWER NUMBER 146-3.  PASS THROUGH GATE
 ET0882'AND CONTINUE WEST FOR 0.23 MILE TO HIGHLINE TOWER NUMBER 146-2 AND A
 ET0882'DIM TRACK ROAD ON THE EAST SIDE OF TOWER LEADING NORTH.  TURN RIGHT ON
 ET0882'TRACK ROAD FOR 75 FEET THEN TURN NORTHEAST ON DIM TRACK ROAD ACROSS
 ET0882'THE FLATS FOR 0.36 MILE TO A NORTH SOUTH FENCELINE.  TURN LEFT AND
 ET0882'TRAVEL NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MILE TO THE
 ET0882'WEST 1/4 CORNER OF SECTION  19, CONTINUE NORTH FOR 0.1 MILE TO END OF
 ET0882'TRUCK TRAVEL.  PACK NORTHEAST ACROSS THE DRAINAGE AND UP THE SOUTHWEST
 ET0882'SLOPE OF THE HILL TO THE HIGHEST PART AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0607 ***********************************************************************
 GP0607  DESIGNATION -  GLEN
 GP0607  PID         -  GP0607
 GP0607  STATE/COUNTY-  AZ/COCONINO
 GP0607  USGS QUAD   -  LEES FERRY (1985)
 GP0607
 GP0607                         *CURRENT SURVEY CONTROL
 GP0607  ___________________________________________________________________
 GP0607* NAD 83(1992)-  36 51 38.46140(N)    111 33 21.98341(W)     ADJUSTED  
 GP0607* NAVD 88     -       980.2    (meters)    3216.     (feet)  VERTCON   
 GP0607  ___________________________________________________________________
 GP0607  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GP0607  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0607  HORZ ORDER  -  THIRD
 GP0607
 GP0607.The horizontal coordinates were established by classical geodetic methods
 GP0607.and adjusted by the National Geodetic Survey in August 1993.
 GP0607
 GP0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0607
 GP0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0607
 GP0607.The geoid height was determined by GEOID03.
 GP0607
 GP0607;                    North         East     Units Scale Factor Converg.
 GP0607;SPC AZ C     -   650,071.515   245,509.366   MT  0.99991273   +0 12 58.6
 GP0607;SPC AZ C     - 2,132,780.56    805,476.92   iFT  0.99991273   +0 12 58.6
 GP0607;UTM  12      - 4,079,562.054   450,429.483   MT  0.99963027   -0 20 01.0
 GP0607
 GP0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0607!SPC AZ C     -   0.99984987  x   0.99991273  =   0.99976261
 GP0607!UTM  12      -   0.99984987  x   0.99963027  =   0.99948019
 GP0607
 GP0607|---------------------------------------------------------------------|
 GP0607| PID    Reference Object                     Distance      Geod. Az  |
 GP0607|                                                           dddmmss.s |
 GP0607| CH2337 GLEN RM 2                            11.685 METERS 09813     |
 GP0607| GP0604 GLEN AZ MK                          APPROX. 1.5 KM 1323811.5 |
 GP0607| CH2336 GLEN RM 1                             9.655 METERS 33820     |
 GP0607|---------------------------------------------------------------------|
 GP0607
 GP0607                          SUPERSEDED SURVEY CONTROL
 GP0607
 GP0607  NAD 83(1986)-  36 51 38.45718(N)    111 33 21.98528(W) AD(       ) 3
 GP0607  NAD 27      -  36 51 38.49800(N)    111 33 19.41200(W) AD(       ) 3
 GP0607  NGVD 29 (07/19/86)  979.3    (m)         3213.     (f) VERT ANG    3  
 GP0607
 GP0607.Superseded values are not recommended for survey control.
 GP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0607.See file dsdata.txt to determine how the superseded data were derived.
 GP0607
 GP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5042979562(NAD 83)
 GP0607_MARKER: DS = TRIANGULATION STATION DISK
 GP0607_SETTING: 66 = SET IN ROCK OUTCROP
 GP0607_SP_SET: PARTIALLY EXPOSED BEDROCK
 GP0607
 GP0607  HISTORY     - Date     Condition        Report By
 GP0607  HISTORY     - 1947     MONUMENTED       CGS
 GP0607
 GP0607                          STATION DESCRIPTION
 GP0607
 GP0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0607'THE STATION IS LOCATED ABOUT 4.0 MILES UP THE COLORADO RIVER
 GP0607'FROM LEES FERRY, 1.0 MILES UP THE RIVER FROM THE MOUTH OF BADGER
 GP0607'CREEK, AND ON A SMALL SLIDE AREA ALONG THE NORTHEAST SIDE OF
 GP0607'THE RIVER.
 GP0607'
 GP0607'THE STATION IS A STANDARD DISK STAMPED GLEN 1947, SET IN
 GP0607'BEDROCK, FLUSH.  IT IS 500 YARDS UP THE RIVER FROM A CREVICE,
 GP0607'100 FEET ABOVE THE WATER LINE, 30 METERS NORTHEAST OF THE
 GP0607'RIVER EDGE, 30 METERS SOUTHWEST OF THE CANYON WALL, AND 4
 GP0607'METERS NORTHEAST OF THE EDGE OF THE CLIFF.
 GP0607'
 GP0607'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED GLEN NO 1 1947,
 GP0607'SET IN BEDROCK, FLUSH.  IT IS 4 METERS NORTHEAST OF THE EDGE
 GP0607'OF THE CLIFF, AND ABOUT 3 FEET HIGHER THAN THE STATION.
 GP0607'
 GP0607'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED GLEN NO 2 1947,
 GP0607'SET IN BEDROCK, FLUSH.  IT IS 6 METERS NORTHEAST OF THE EDGE
 GP0607'OF THE CLIFF, ABOUT 3 FEET HIGHER THAN THE STATION.
 GP0607'
 GP0607'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GLEN 1947, SET IN
 GP0607'ROCK OUTCROP, PROJECTING ABOUT 4 INCHES.  IT IS ABOUT 75
 GP0607'METERS UP STREAM FROM THE MOUTH OF BADGER CREEK, 100 METERS
 GP0607'NORTHEAST OF THE RIVER, 75 METERS SOUTHWEST OF THE CANYON WALL,
 GP0607'AND ABOUT 15 METERS NORTH OF THE BASE OF THE SLIDE.
 GP0607'
 GP0607'TO REACH THE STATION FROM LEES FERRY GO UP THE COLORADO RIVER
 GP0607'FOR ABOUT 4.0 MILES OR 1.0 MILE AFTER PASSING THE MOUTH OF
 GP0607'BADGER CREEK ON THE RIGHT TO THE MIDDLE OF A SLIDE AREA ON
 GP0607'THE RIGHT OR NORTHEAST SIDE OF THE RIVER, AND THE STATION
 GP0607'AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1246 ***********************************************************************
 CY1246  DESIGNATION -  GLEN
 CY1246  PID         -  CY1246
 CY1246  STATE/COUNTY-  AZ/GRAHAM
 CY1246  USGS QUAD   -  EDEN (1985)
 CY1246
 CY1246                         *CURRENT SURVEY CONTROL
 CY1246  ___________________________________________________________________
 CY1246* NAD 83(1992)-  32 55 32.75810(N)    109 52 51.77182(W)     ADJUSTED  
 CY1246* NAVD 88     -       860.5    (meters)    2823.     (feet)  VERTCON   
 CY1246  ___________________________________________________________________
 CY1246  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CY1246  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY1246  HORZ ORDER  -  FIRST
 CY1246
 CY1246.The horizontal coordinates were established by classical geodetic methods
 CY1246.and adjusted by the National Geodetic Survey in August 1993.
 CY1246
 CY1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1246
 CY1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1246
 CY1246.The geoid height was determined by GEOID03.
 CY1246
 CY1246;                    North         East     Units Scale Factor Converg.
 CY1246;SPC AZ E     -   213,555.738   240,071.712   MT  0.99990879   +0 09 18.9
 CY1246;SPC AZ E     -   700,642.19    787,636.85   iFT  0.99990879   +0 09 18.9
 CY1246;UTM  12      - 3,643,612.736   604,618.048   MT  0.99973495   +0 36 29.8
 CY1246
 CY1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1246!SPC AZ E     -   0.99986918  x   0.99990879  =   0.99977798
 CY1246!UTM  12      -   0.99986918  x   0.99973495  =   0.99960416
 CY1246
 CY1246:                Primary Azimuth Mark                     Grid Az
 CY1246:SPC AZ E     -  GLEN AZ MK                               116 43 27.0
 CY1246:UTM  12      -  GLEN AZ MK                               116 16 16.1
 CY1246
 CY1246|---------------------------------------------------------------------|
 CY1246| PID    Reference Object                     Distance      Geod. Az  |
 CY1246|                                                           dddmmss.s |
 CY1246| CC7445 GLEN AZ MK                                         1165245.9 |
 CY1246| CC7446 GLEN RM 1                             7.982 METERS 13655     |
 CY1246| CC7447 GLEN RM 2                             0.005 METERS 23727     |
 CY1246|---------------------------------------------------------------------|
 CY1246
 CY1246                          SUPERSEDED SURVEY CONTROL
 CY1246
 CY1246  NAD 83(1986)-  32 55 32.75262(N)    109 52 51.77201(W) AD(       ) 1
 CY1246  NAD 27      -  32 55 32.52100(N)    109 52 49.47200(W) AD(       ) 1
 CY1246  NGVD 29 (07/19/86)  859.9    (m)         2821.     (f) VERT ANG    3  
 CY1246
 CY1246.Superseded values are not recommended for survey control.
 CY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1246.See file dsdata.txt to determine how the superseded data were derived.
 CY1246
 CY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0461843613(NAD 83)
 CY1246_MARKER: DS = TRIANGULATION STATION DISK
 CY1246_SETTING: 80 = SET IN A BOULDER
 CY1246_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CY1246
 CY1246  HISTORY     - Date     Condition        Report By
 CY1246  HISTORY     - 1945     MONUMENTED       CGS
 CY1246  HISTORY     - 20060825 MARK NOT FOUND   GEOCAC
 CY1246
 CY1246                          STATION DESCRIPTION
 CY1246
 CY1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1246'STATION IS LOCATED 4 MILES (AIR LINE) NW OF PIMA AND 1 MILE
 CY1246'NW OF GLENBAR.  IT IS ON THE N END OF A LOW RIDGE JUST S OF
 CY1246'THE RAILROAD TRACK ALONG U.S. HIGHWAY 70.
 CY1246'
 CY1246'TO REACH THE STATION FROM THE PIMA PUBLIC SCHOOL, GO NW ON
 CY1246'U.S. HIGHWAY 70 FOR 4.1 MILES TO A DIRT ROAD ON THE LEFT.
 CY1246'TURN LEFT OFF THE HIGHWAY ONTO DIRT ROAD AND GO 0.05 MILE,
 CY1246'CROSSING RAILROAD TRACK, PASSING THROUGH GATE IN WIRE FENCE,
 CY1246'AND CROSSING IRRIGATION DITCH.  TAKE RIGHT FORK FOR ABOUT 90
 CY1246'YARDS.  TURN LEFT OFF ROAD AND FOLLOW UP WASH FOR ABOUT
 CY1246'0.05 MILE.  THEN TURN LEFT UP TO TOP OF RIDGE AND THEN LEFT
 CY1246'DOWN RIDGE TO STATION.
 CY1246'
 CY1246'THE STATION IS 253 FEET SSW OF THE CENTER LINE OF U.S. HIGHWAY
 CY1246'70, 198 FEET OF THE CENTER OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY1246'TRACK, AND 15 FEET NNE OF A 4 INCH SQUARE WHITE WITNESS
 CY1246'POST.  IT IS MARKED BY A BRONZE STATION DISK SET IN A BOULDER
 CY1246'WHICH LIES 1 INCH BELOW THE SURFACE OF THE GROUND.  STAMPED GLEN
 CY1246'1945.
 CY1246'
 CY1246'REFERENCE MARK 1 IS SE OF THE STATION AND ABOUT 1/2 FOOT
 CY1246'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER WHICH
 CY1246'IS FLUSH WITH THE GROUND.  STAMPED GLEN NO 1 1945.
 CY1246'
 CY1246'REFERENCE MARK 2 IS WSW OF THE STATION AND ABOUT 1/2 FOOT
 CY1246'HIGHER.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER WHICH
 CY1246'IS FLUSH WITH THE GROUND.  STAMPED GLEN NO 2 1945.
 CY1246'
 CY1246'AZIMUTH MARK IS 0.5 MILE ESE OF THE STATION, 29-1/2 FEET
 CY1246'SW OF THE CENTER LINE OF U.S. HIGHWAY 70, 23-1/2 FEET NE
 CY1246'OF THE CENTER OF THE RAILROAD TRACK, AND 23-1/2 FEET SSE OF
 CY1246'THE ANGLE BETWEEN THE HEADWALL AND THE WING OF THE CULVERT ON
 CY1246'THE S SIDE OF THE HIGHWAY.  IT IS 3 FEET W OF A 4 INCH SQUARE
 CY1246'WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN A
 CY1246'CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.  STAMPED
 CY1246'GLEN 1945.
 CY1246
 CY1246                          STATION RECOVERY (2006)
 CY1246
 CY1246'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1246'A BUILDING IS NOW LOCATED AT THE TOP OF THE RIDGE. DID NOT LOCATE THE
 CY1246'BOULDER OR THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1298 ***********************************************************************
 DV1298  DESIGNATION -  GLEN 17
 DV1298  PID         -  DV1298
 DV1298  STATE/COUNTY-  AZ/MARICOPA
 DV1298  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1298
 DV1298                         *CURRENT SURVEY CONTROL
 DV1298  ___________________________________________________________________
 DV1298* NAD 83(1986)-  33 32 19.     (N)    112 06 45.     (W)     SCALED    
 DV1298* NAVD 88     -       360.404  (meters)    1182.43   (feet)  ADJUSTED  
 DV1298  ___________________________________________________________________
 DV1298  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV1298  DYNAMIC HT  -         359.991 (meters)    1181.07  (feet)  COMP
 DV1298  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 DV1298
 DV1298  VERT ORDER  -  FIRST     CLASS II
 DV1298
 DV1298.The horizontal coordinates were scaled from a topographic map and have
 DV1298.an estimated accuracy of +/- 6 seconds.
 DV1298
 DV1298.The orthometric height was determined by differential leveling
 DV1298.and adjusted in November 1993.
 DV1298
 DV1298.The geoid height was determined by GEOID03.
 DV1298
 DV1298.The dynamic height is computed by dividing the NAVD 88
 DV1298.geopotential number by the normal gravity value computed on the
 DV1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1298.degrees latitude (g = 980.6199 gals.).
 DV1298
 DV1298.The modeled gravity was interpolated from observed gravity values.
 DV1298
 DV1298;                    North         East    Units  Estimated Accuracy
 DV1298;SPC AZ C     -   281,500.      195,170.      MT  (+/- 180 meters Scaled)
 DV1298
 DV1298                          SUPERSEDED SURVEY CONTROL
 DV1298
 DV1298.No superseded survey control is available for this station.
 DV1298
 DV1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967115(NAD 83)
 DV1298_MARKER: DB = BENCH MARK DISK
 DV1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1298_SP_SET: CONCRETE CURB
 DV1298_STAMPING: GLEN-17 1981
 DV1298_MARK LOGO: AZDT  
 DV1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1298
 DV1298  HISTORY     - Date     Condition        Report By
 DV1298  HISTORY     - 1981     MONUMENTED       AZDT
 DV1298  HISTORY     - 20070302 MARK NOT FOUND   GEOCAC
 DV1298
 DV1298                          STATION DESCRIPTION
 DV1298
 DV1298'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1298'PHOENIX.
 DV1298'5 MI (8 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1298'MCDOWELL ROAD IN PHOENIX TO THE MARK.  SET IN TOP OF THE WEST END OF
 DV1298'THE MEDIAN CURB OF THE GLENDALE OVERPASS BRIDGE.  9.4 FT (2.87 M)
 DV1298'WEST OF A STEEL TRAFFIC LIGHT STANDARD.  0.3 FT (0.09 M) EAST OF THE
 DV1298'WEST END OF MEDIAN ISLAND.  FLUSH WITH TOP OF CURB.
 DV1298
 DV1298                          STATION RECOVERY (2007)
 DV1298
 DV1298'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1298'THERE IS NO LONGER A MEDIAN ISLAND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0604 ***********************************************************************
 GP0604  DESIGNATION -  GLEN AZ MK
 GP0604  PID         -  GP0604
 GP0604  STATE/COUNTY-  AZ/COCONINO
 GP0604  USGS QUAD   -  LEES FERRY (1985)
 GP0604
 GP0604                         *CURRENT SURVEY CONTROL
 GP0604  ___________________________________________________________________
 GP0604* NAD 83(1992)-  36 51 05.34806(N)    111 32 37.23494(W)     ADJUSTED  
 GP0604* NAVD 88     -       972.3    (meters)    3190.     (feet)  VERTCON   
 GP0604  ___________________________________________________________________
 GP0604  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GP0604  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 GP0604  HORZ ORDER  -  THIRD
 GP0604
 GP0604.The horizontal coordinates were established by classical geodetic methods
 GP0604.and adjusted by the National Geodetic Survey in August 1993.
 GP0604
 GP0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0604
 GP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0604
 GP0604.The geoid height was determined by GEOID03.
 GP0604
 GP0604;                    North         East     Units Scale Factor Converg.
 GP0604;SPC AZ C     -   649,055.103   246,621.689   MT  0.99991363   +0 13 25.3
 GP0604;SPC AZ C     - 2,129,445.88    809,126.28   iFT  0.99991363   +0 13 25.3
 GP0604;UTM  12      - 4,078,535.306   451,531.689   MT  0.99962894   -0 19 33.9
 GP0604
 GP0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0604!SPC AZ C     -   0.99985110  x   0.99991363  =   0.99976474
 GP0604!UTM  12      -   0.99985110  x   0.99962894  =   0.99948010
 GP0604
 GP0604:                Primary Azimuth Mark                     Grid Az
 GP0604:SPC AZ C     -  BADGER                                   169 00 20.5
 GP0604:UTM  12      -  BADGER                                   169 33 19.7
 GP0604
 GP0604|---------------------------------------------------------------------|
 GP0604| PID    Reference Object                     Distance      Geod. Az  |
 GP0604|                                                           dddmmss.s |
 GP0604| GP0605 BADGER                              APPROX. 0.8 KM 1691345.8 |
 GP0604|---------------------------------------------------------------------|
 GP0604
 GP0604                          SUPERSEDED SURVEY CONTROL
 GP0604
 GP0604  NAD 83(1986)-  36 51 05.34391(N)    111 32 37.23674(W) AD(       ) 3
 GP0604  NAD 27      -  36 51 05.38500(N)    111 32 34.66900(W) AD(       ) 3
 GP0604  NGVD 29 (07/19/86)  971.4    (m)         3187.     (f) VERT ANG    3  
 GP0604
 GP0604.Superseded values are not recommended for survey control.
 GP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0604.See file dsdata.txt to determine how the superseded data were derived.
 GP0604
 GP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5153278535(NAD 83)
 GP0604_MARKER: DS = TRIANGULATION STATION DISK
 GP0604_SETTING: 66 = SET IN ROCK OUTCROP
 GP0604_SP_SET: SET IN ROCK OUTCROP
 GP0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0604+STABILITY: POSITION/ELEVATION WELL
 GP0604
 GP0604  HISTORY     - Date     Condition        Report By
 GP0604  HISTORY     - 1947     MONUMENTED       CGS
 GP0604
 GP0604                          STATION DESCRIPTION
 GP0604
 GP0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0604'THE STATION IS LOCATED ABOUT 3.0 MILES UP THE COLORADO RIVER
 GP0604'FROM LEES FERRY, ABOUT 75 YARDS UP STREAM FROM THE MOUTH OF
 GP0604'BADGER CREEK ON THE NORTHEAST BANK OF THE RIVER.
 GP0604'
 GP0604'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 GP0604'
 GP0604'DIRECTION WAS TAKEN TO STATIONS BADGER, CROWN, AND GLEN.
 GP0604'
 GP0604'TO REACH THE STATION FROM LEES FERRY GO UP THE COLORADO RIVER
 GP0604'FOR ABOUT 3.0 MILES OR TO THE MOUTH OF BADGER CREEK AND THE
 GP0604'STATION ON THE NORTHEAST SIDE OF THE RIVER, 75 YARDS UP THE
 GP0604'RIVER FROM THE MOUTH OF BADGER CREEK, 100 METERS NORTHEAST
 GP0604'OF THE RIVER, 75 METERS SOUTHWEST OF CANYON WALL, AND ABOUT
 GP0604'15 METERS NORTH OF THE BASE OF THE SLIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2027 ***********************************************************************
 DV2027  DESIGNATION -  GLENDALE
 DV2027  PID         -  DV2027
 DV2027  STATE/COUNTY-  AZ/MARICOPA
 DV2027  USGS QUAD   -  GLENDALE (1982)
 DV2027
 DV2027                         *CURRENT SURVEY CONTROL
 DV2027  ___________________________________________________________________
 DV2027* NAD 83(1992)-  33 32 09.93641(N)    112 11 08.66863(W)     ADJUSTED  
 DV2027* NAVD 88     -       387.0    (meters)    1270.     (feet)  VERTCON   
 DV2027  ___________________________________________________________________
 DV2027  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2027  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV2027  HORZ ORDER  -  FIRST
 DV2027
 DV2027.The horizontal coordinates were established by classical geodetic methods
 DV2027.and adjusted by the National Geodetic Survey in August 1993.
 DV2027
 DV2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2027
 DV2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2027
 DV2027.The geoid height was determined by GEOID03.
 DV2027
 DV2027;                    North         East     Units Scale Factor Converg.
 DV2027;SPC AZ C     -   281,235.732   188,369.747   MT  0.99990770   -0 08 55.2
 DV2027;SPC AZ C     -   922,689.41    618,010.98   iFT  0.99990770   -0 08 55.2
 DV2027;UTM  12      - 3,711,350.306   389,904.620   MT  0.99974943   -0 39 18.5
 DV2027
 DV2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2027!SPC AZ C     -   0.99994396  x   0.99990770  =   0.99985167
 DV2027!UTM  12      -   0.99994396  x   0.99974943  =   0.99969341
 DV2027
 DV2027|---------------------------------------------------------------------|
 DV2027| PID    Reference Object                     Distance      Geod. Az  |
 DV2027|                                                           dddmmss.s |
 DV2027| DV2026 GLENDALE RM 1                       139.625 METERS 06749     |
 DV2027| DV2078 PHOENIX WESTWARD HO HOTEL FP        APPROX.13.7 KM 1305349.1 |
 DV2027| DV2071 PHOENIX EAST RADIO TOWER            APPROX.14.2 KM 1324638.0 |
 DV2027| DV2100 POWER PLANT W OF PHOENIX CHIM       APPROX.10.7 KM 1642931.9 |
 DV2027|---------------------------------------------------------------------|
 DV2027
 DV2027                          SUPERSEDED SURVEY CONTROL
 DV2027
 DV2027  NAD 83(1986)-  33 32 09.93082(N)    112 11 08.67476(W) AD(       ) 1
 DV2027  NAD 27      -  33 32 09.77560(N)    112 11 06.12670(W) AD(       ) 1
 DV2027  NGVD 29 (07/19/86)  386.4    (m)         1268.     (f) VERT ANG    3  
 DV2027
 DV2027.Superseded values are not recommended for survey control.
 DV2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2027.See file dsdata.txt to determine how the superseded data were derived.
 DV2027
 DV2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8990511350(NAD 83)
 DV2027_MARKER: DS = TRIANGULATION STATION DISK
 DV2027_SETTING: 0 = UNSPECIFIED SETTING
 DV2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2027
 DV2027  HISTORY     - Date     Condition        Report By
 DV2027  HISTORY     - 1935     MONUMENTED       CGS
 DV2027  HISTORY     - 1942     GOOD             CGS
 DV2027  HISTORY     - 1947     GOOD             CGS
 DV2027
 DV2027                          STATION DESCRIPTION
 DV2027
 DV2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2027'ON THE TOP OF THE WATER TANK OF THE CITY OF GLENDALE.  THERE IS
 DV2027'A STANDARD DISK SET IN THE CONCRETE AROUND THE FEED PIPE OF THE
 DV2027'TANK, BUT THIS IS NOT THE TRUE STATION.  THE TRUE STATION
 DV2027'IS THE DEEPER OF TWO PUNCH HOLES IN THE BALL ON TOP OF THE
 DV2027'WATER TANK WHICH IS 125 FEET ABOVE THE GROUND.  (PUNCH HOLES ARE
 DV2027'NOT IN CENTER OF BALL.) PERMISSION TO ASCEND THE TANK MUST
 DV2027'BE RECEIVED FROM THE CITY OF GLENDALE.  REFERENCE MARK NO. 1,
 DV2027'A STANDARD BRONZE REFERENCE DISK IS 139.84 METERS
 DV2027'(458.8 FEET) FROM STATION N 67 DEG 49 MIN E.
 DV2027'THE AZIMUTH MARK IS COAST AND GEODETIC SURVEY BENCH MARK Q
 DV2027'23, SET IN THE SIDEWALK ABOVE THE UNDERGROUND COMFORT
 DV2027'STATION IN THE SOUTHWEST CORNER OF THE CITY PARK AND
 DV2027'N 16 DEG 21 MIN E.
 DV2027
 DV2027                          STATION RECOVERY (1942)
 DV2027
 DV2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DV2027'THE WATER TANK WAS FOUND AS DESCRIBED.  THE MARK AROUND THE
 DV2027'FEED PIPE WAS IN GOOD CONDITION.
 DV2027
 DV2027                          STATION RECOVERY (1947)
 DV2027
 DV2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2027'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT REFERENCE
 DV2027'MARK NO. 1 COULD NOT BE FOUND AND IS APPARENTLY LOST.  THE
 DV2027'AZIMUTH MARK HAS BEEN DESTROYED.  GLENDALE 2 1947 WAS ESTABLISHED
 DV2027'ABOUT 84 FEET WEST-NORTHWEST OF GLENDALE 1935 SO THAT THERE
 DV2027'WOULD BE A STATION MARK ON THE GROUND.  STATIONS WERE CONNECTED
 DV2027'BY TRAVERSE.
 DV2027'
 DV2027'ON THE TOP OF THE WATER TANK OF THE CITY OF GLENDALE.  THERE
 DV2027'IS A STANDARD DISK SET IN THE CONCRETE AROUND THE FEED PIPE OF THE
 DV2027'TANK, BUT THIS IS NOT THE TRUE STATION.  THE TRUE STATION IS THE
 DV2027'DEEPER OF TWO PUNCH HOLES IN THE BALL ON TOP OF THE WATER
 DV2027'TANK WHICH IS 125 FEET ABOVE THE GROUND.  (PUNCH HOLES ARE
 DV2027'NOT IN THE CENTER OF BALL).
 DV2027'
 DV2027'WITNESS MARK IS A BRONZE DISK SET IN CONCRETE BASE OF THE
 DV2027'SOUTHWEST LEG OF THE TANK AND STAMPED--GLENDALE WITNESS 1933.
 DV2027'ANOTHER WITNESS MARK IS SET IN THE NORTHEAST CORNER OF THE
 DV2027'CONCRETE BLOCK AROUND THE PIPE UNDER THE CENTER OF THE TANK.
 DV2027'IT IS STAMPED--GLENDALE WITNESS 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2017 ***********************************************************************
 DV2017  DESIGNATION -  GLENDALE 2
 DV2017  PID         -  DV2017
 DV2017  STATE/COUNTY-  AZ/MARICOPA
 DV2017  USGS QUAD   -  GLENDALE (1982)
 DV2017
 DV2017                         *CURRENT SURVEY CONTROL
 DV2017  ___________________________________________________________________
 DV2017* NAD 83(1992)-  33 32 10.12005(N)    112 11 09.63934(W)     ADJUSTED  
 DV2017* NAVD 88     -       352.0    (meters)    1155.     (feet)  VERTCON   
 DV2017  ___________________________________________________________________
 DV2017  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2017  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV2017  HORZ ORDER  -  FIRST
 DV2017
 DV2017.The horizontal coordinates were established by classical geodetic methods
 DV2017.and adjusted by the National Geodetic Survey in August 1993.
 DV2017
 DV2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2017
 DV2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2017
 DV2017.The geoid height was determined by GEOID03.
 DV2017
 DV2017;                    North         East     Units Scale Factor Converg.
 DV2017;SPC AZ C     -   281,241.454   188,344.718   MT  0.99990771   -0 08 55.7
 DV2017;SPC AZ C     -   922,708.18    617,928.86   iFT  0.99990771   -0 08 55.7
 DV2017;UTM  12      - 3,711,356.248   389,879.647   MT  0.99974950   -0 39 19.1
 DV2017
 DV2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2017!SPC AZ C     -   0.99994946  x   0.99990771  =   0.99985717
 DV2017!UTM  12      -   0.99994946  x   0.99974950  =   0.99969897
 DV2017
 DV2017|---------------------------------------------------------------------|
 DV2017| PID    Reference Object                     Distance      Geod. Az  |
 DV2017|                                                           dddmmss.s |
 DV2017| CH5222 GLENDALE WM 1                        25.229 METERS 10209     |
 DV2017| DV2027 GLENDALE                             25.676 METERS 10244     |
 DV2017| CH5223 GLENDALE WM 2                        22.401 METERS 11706     |
 DV2017| CH5220 GLENDALE 2 RM 1                      22.147 METERS 11910     |
 DV2017| DV2081 TELEGRAPH PASS RESET                APPROX.25.2 KM 1530146.6 |
 DV2017| CH5221 GLENDALE 2 RM 2                      23.592 METERS 19831     |
 DV2017| CH5218 GLENDALE 2 AZ MK                                   3541304.4 |
 DV2017| CH5219 GLENDALE 2 AZ MK RESET                             3572303.4 |
 DV2017|---------------------------------------------------------------------|
 DV2017
 DV2017                          SUPERSEDED SURVEY CONTROL
 DV2017
 DV2017  NAD 83(1986)-  33 32 10.11444(N)    112 11 09.64542(W) AD(       ) 1
 DV2017  NAD 27      -  33 32 09.96620(N)    112 11 07.09560(W) AD(       ) 1
 DV2017  NGVD 29 (07/19/86)  351.4    (m)         1153.     (f) VERT ANG    3  
 DV2017
 DV2017.Superseded values are not recommended for survey control.
 DV2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2017.See file dsdata.txt to determine how the superseded data were derived.
 DV2017
 DV2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8988011356(NAD 83)
 DV2017_MARKER: DS = TRIANGULATION STATION DISK
 DV2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2017
 DV2017  HISTORY     - Date     Condition        Report By
 DV2017  HISTORY     - 1947     MONUMENTED       CGS
 DV2017  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DV2017  HISTORY     - 1960     GOOD             LOCENG
 DV2017  HISTORY     - 1963     GOOD             CGS
 DV2017  HISTORY     - 1969     SEE DESCRIPTION  AZHD
 DV2017
 DV2017                          STATION DESCRIPTION
 DV2017
 DV2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2017'THE STATION IS LOCATED IN GLENDALE 84 FEET NORTH-NORTHWEST
 DV2017'OF THE WATER TOWER AND 60 FEET WEST OF THE CENTER LINE OF
 DV2017'SOUTH CENTRAL AVENUE.  THE STATION MARK IS A BRONZE DISK
 DV2017'SET FLUSH WITH GROUND LEVEL AND STAMPED GLENDALE 2 1947.
 DV2017'
 DV2017'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN CONCRETE WHICH
 DV2017'SUPPORTS THE SOUTHWEST LEG OF THE WATER TOWER.  IT IS THE SAME
 DV2017'ELEVATION AS THE STATION MARK AND IS STAMPED, GLENDALE 2 NO 1
 DV2017'1947.
 DV2017'
 DV2017'REFERENCE MARK NO. 2 IS A BRONZE DISK SET 2 FEET EAST OF SIDEWALK,
 DV2017'2 FEET NORTH OF A FENCE, PROJECTS 2 INCHES, IS SAME ELEVATION
 DV2017'AS THE STATION MARK AND IS STAMPED, GLENDALE 2 NO 2 1947.
 DV2017'
 DV2017'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE SIDEWALK 50
 DV2017'FEET WEST OF NORTH CENTRAL AVENUE, 24 FEET NORTH OF THE
 DV2017'CENTER LINE OF U.S. HIGHWAY 60, 70, AND 89, 6 FEET NORTHWEST
 DV2017'OF POWERLINE POLE AND 2 FEET NORTH OF CURB.  IT IS STAMPED,
 DV2017'GLENDALE 2 1947.
 DV2017'
 DV2017'GLENDALE 1935 IS THE DEEPEST OF TWO PUNCH HOLES IN THE METAL
 DV2017'BALL ATOP THE WATER TANK.
 DV2017'
 DV2017'A WITNESS MARK IS SET IN THE CONCRETE WHICH SUPPORTS THE
 DV2017'SOUTHWEST LEG OF THE WATER TOWER.  IT IS STAMPED, GLENDALE
 DV2017'WITNESS 1933.
 DV2017'
 DV2017'A WITNESS MARK IS SET IN THE CONCRETE THAT SUPPORTS THE PIPE
 DV2017'IN THE CENTER OF WATER TANK.  IT IS STAMPED, GLENDALE WITNESS
 DV2017'1935.
 DV2017
 DV2017                          STATION RECOVERY (1956)
 DV2017
 DV2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (REK)
 DV2017'LETTER OF MR. R.E. KELLY, R.E. KELLY CONSTRUCTION CO., 4327 SOUTH
 DV2017'CENTRAL AVENUE, PHOENIX, ARIZONA, DATED 28 JANUARY 1956--
 DV2017'
 DV2017'MR. KELLYS LETTER STATES THAT THE AZIMUTH MARK FOR TRIANGULATION
 DV2017'STATION GLENDALE 2 1947 WILL BE REMOVED TO PERMIT CONSTRUCTION
 DV2017'OF NEW SIDEWALKS AT A NEW SERVICE STATION HE IS CONSTRUCTING.
 DV2017'
 DV2017'OFFICE NOTE--AZIMUTH MARK STAMPED GLENDALE 2 1947 RECEIVED
 DV2017'AT THIS OFFICE FEB. 24, 1956.
 DV2017
 DV2017                          STATION RECOVERY (1960)
 DV2017
 DV2017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JWL)
 DV2017'RECOVERED BY MADDOCK AND ASSOC.
 DV2017'
 DV2017'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DV2017'CONDITION.  THE STATION AND REFERENCE MARK 2 ARE NOW 2 INCHES
 DV2017'BELOW GROUND LEVEL.
 DV2017'
 DV2017'THE AZIMUTH MARK WAS NOT FOUND, PROBABLY DESTROYED IN NEW
 DV2017'HIGHWAY CONSTRUCTION PROJECT.
 DV2017'
 DV2017'THE STATION IS WEST-NORTHWEST OF THE WATER TOWER INSTEAD
 DV2017'OF NORTH-NORTHWEST OF THE WATER TOWER.
 DV2017
 DV2017                          STATION RECOVERY (1963)
 DV2017
 DV2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2017'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DV2017'TO BE IN GOOD CONDITION.
 DV2017'
 DV2017'A DISCREPANCY WAS FOUND IN THE HORIZONTAL DIRECTION AND
 DV2017'DISTANCE TO THE REFERENCE MARKS AND BOTH WERE RECHECKED IN THE
 DV2017'FIELD.
 DV2017'
 DV2017'A COMPLETE DESCRIPTION FOLLOWES--
 DV2017'
 DV2017'THE STATION IS LOCATED IN GLENDALE ALONG THE EAST SIDE OF
 DV2017'59 TH AVENUE AND ABOUT 0.15 MILE SOUTH OF THE INTERSECTION
 DV2017'OF WEST GLENDALE AVENUE, GRAND AVENUE AND 59 TH AVENUE.
 DV2017'
 DV2017'TO REACH THE STATION FROM THE RAIL ROAD DEPOT IN GLENDALE,
 DV2017'GO NORTHWEST ON GRAND AVENUE FOR 0.15 MILE TO THE INTERSECTION
 DV2017'OF GRAND AVENUE, WEST GLENDALE AVENUE AND 59 TH AVENUE.  TURN
 DV2017'SHARP LEFT AND GO SOUTH ON 59 TH AVENUE FOR 0.15 MILE TO A
 DV2017'WATER TANK ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 DV2017'
 DV2017'THE STATION MARK IS A STANDARD DISK STAMPED GLENDALE 2 1947,
 DV2017'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH
 DV2017'BELOW THE GROUND SURFACE.  IT IS 35.0 FEET SOUTH-SOUTHWEST OF THE
 DV2017'SOUTHWEST CORNER OF A TIN BUILDING, 36.5 FEET NORTHWEST
 DV2017'OF A 30-INCH TREE, 63.5 FEET EAST-NORTHEAST OF THE
 DV2017'APPROXIMATE CENTER OF 59 TH AVENUE AND 64.5 FEET WEST-SOUTHWEST
 DV2017'OF THE NORTHWEST LEG OF THE WATER TANK.
 DV2017'
 DV2017'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GLENDALE 2 NO 1 1947,
 DV2017'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DV2017'CONCRETE FOUNDATION WHICH SUPPORTS THE SOUTHWEST LEG OF THE WATER
 DV2017'TANK.  IT IS 25.3 FEET SOUTHWEST OF THE WATER TANK RISER.
 DV2017'
 DV2017'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GLENDALE 2 NO 2 1947,
 DV2017'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH
 DV2017'BELOW THE GROUND SURFACE.  IT IS 1.9 FEET NORTH-NORTHWEST OF THE
 DV2017'NORTHWEST FENCE CORNER, 96.5 FEET SOUTHWEST OF SOUTHWEST
 DV2017'LEG OF WATER TANK AND 39.0 FEET EAST OF THE APPROXIMATE CENTER
 DV2017'OF 59 TH AVENUE.
 DV2017'
 DV2017'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON 59 TH
 DV2017'AVENUE FOR 0.35 MILE TO THE INTERSECTION OF WEST PALMAIR
 DV2017'AVENUE AND THE AZIMUTH MARK IS LOCATED ON THE LEFT IN THE
 DV2017'SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED.
 DV2017'
 DV2017'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GLENDALE 2 1947
 DV2017'RESET 1963, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CURB
 DV2017'OF THE INTERSECTION.  IT IS 17.5 FEET NORTHEAST OF THE EAST
 DV2017'END OF A CULVERT ABUTMENT, 25.0 FEET SOUTH OF THE CENTERLINE
 DV2017'OF WEST PALMAIR AVENUE, 28.0 FEET WEST OF THE CENTERLINE OF
 DV2017'59 TH AVENUE AND PROJECTS ABOUT 6 INCHES ABOVE THE ROAD SURFACE.
 DV2017'
 DV2017'WITNESS MARK IS A STANDARD REFERENCE MARK DISK STAMPED GLENDALE
 DV2017'WITNESS 1935, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 DV2017'OF THE FOUNDATION WHICH SUPPORTS THE SOUTHWEST LEG OF THE
 DV2017'WATER TANK.  IT IS 22.6 FEET SOUTHWEST OF THE WATER TANK
 DV2017'RISER.
 DV2017'
 DV2017'WITNESS MARK IS A STANDARD REFERENCE MARK DISK STAMPED GLENDALE
 DV2017'WITNESS 1935, CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 DV2017'CORNER OF THE FOUNDATION WHICH SUPPORTS THE WATER TANK RISER.
 DV2017'IT IS 1.4 FEET NORTHWEST OF THE RISER.
 DV2017'
 DV2017'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DV2017
 DV2017                          STATION RECOVERY (1969)
 DV2017
 DV2017'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969
 DV2017'THE AZIMUTH MARK AT THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2022 ***********************************************************************
 DV2022  DESIGNATION -  GLENDALE CALCOT AZ COMPRESS TK
 DV2022  PID         -  DV2022
 DV2022  STATE/COUNTY-  AZ/MARICOPA
 DV2022  USGS QUAD   -  GLENDALE (1982)
 DV2022
 DV2022                         *CURRENT SURVEY CONTROL
 DV2022  ___________________________________________________________________
 DV2022* NAD 83(1992)-  33 30 47.79954(N)    112 10 26.57508(W)     ADJUSTED  
 DV2022* NAVD 88     -              **(meters)            **(feet)            
 DV2022  ___________________________________________________________________
 DV2022  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2022  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2022  HORZ ORDER  -  THIRD
 DV2022
 DV2022.The horizontal coordinates were established by classical geodetic methods
 DV2022.and adjusted by the National Geodetic Survey in August 1993.
 DV2022
 DV2022
 DV2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2022
 DV2022.The geoid height was determined by GEOID03.
 DV2022
 DV2022;                    North         East     Units Scale Factor Converg.
 DV2022;SPC AZ C     -   278,702.631   189,449.425   MT  0.99990705   -0 08 31.6
 DV2022;SPC AZ C     -   914,378.71    621,553.23   iFT  0.99990705   -0 08 31.6
 DV2022;UTM  12      - 3,708,808.168   390,961.702   MT  0.99974658   -0 38 53.9
 DV2022
 DV2022                          SUPERSEDED SURVEY CONTROL
 DV2022
 DV2022  NAD 83(1986)-  33 30 47.79359(N)    112 10 26.58120(W) AD(       ) 4
 DV2022  NAD 27      -  33 30 47.64300(N)    112 10 24.03600(W) AD(       ) 3
 DV2022
 DV2022.Superseded values are not recommended for survey control.
 DV2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2022.See file dsdata.txt to determine how the superseded data were derived.
 DV2022
 DV2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9096208808(NAD 83)
 DV2022_MARKER: 53 = ELEVATED TANK
 DV2022
 DV2022  HISTORY     - Date     Condition        Report By
 DV2022  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2022  HISTORY     - 19950415 GOOD             USPSQD
 DV2022
 DV2022                          STATION DESCRIPTION
 DV2022
 DV2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2022'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF GLENDALE,
 DV2022'ON CALCOT ARIZONA COMPRESS COMPANY PROPERTY AND IS LOCATED
 DV2022'AT 5220 NORTH 51 ST AVENUE, PHOENIX, ARIZONA.
 DV2022'
 DV2022'STATION IS A WATER TANK PAINTED SILVER, HAS CALCOT ARIZONA
 DV2022'PAINTED ON SOUTH SIDE OF TANK (RED LETTERING), IS SUPPORTED
 DV2022'BY 4 LEGS AND IS APPROXIMATELY 100 FEET HIGH.
 DV2022'
 DV2022'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 DV2022
 DV2022                          STATION RECOVERY (1995)
 DV2022
 DV2022'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2025 ***********************************************************************
 DV2025  DESIGNATION -  GLENDALE CHURCH SPIRE
 DV2025  PID         -  DV2025
 DV2025  STATE/COUNTY-  AZ/MARICOPA
 DV2025  USGS QUAD   -  GLENDALE (1982)
 DV2025
 DV2025                         *CURRENT SURVEY CONTROL
 DV2025  ___________________________________________________________________
 DV2025* NAD 83(1992)-  33 32 35.79142(N)    112 11 09.07628(W)     ADJUSTED  
 DV2025* NAVD 88     -              **(meters)            **(feet)            
 DV2025  ___________________________________________________________________
 DV2025  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 DV2025  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2025  HORZ ORDER  -  THIRD
 DV2025
 DV2025.The horizontal coordinates were established by classical geodetic methods
 DV2025.and adjusted by the National Geodetic Survey in August 1993.
 DV2025
 DV2025
 DV2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2025
 DV2025.The geoid height was determined by GEOID03.
 DV2025
 DV2025;                    North         East     Units Scale Factor Converg.
 DV2025;SPC AZ C     -   282,032.262   188,361.297   MT  0.99990770   -0 08 55.5
 DV2025;SPC AZ C     -   925,302.70    617,983.26   iFT  0.99990770   -0 08 55.5
 DV2025;UTM  12      - 3,712,146.754   389,903.213   MT  0.99974944   -0 39 19.2
 DV2025
 DV2025                          SUPERSEDED SURVEY CONTROL
 DV2025
 DV2025  NAD 83(1986)-  33 32 35.78558(N)    112 11 09.08274(W) AD(       ) 4
 DV2025  NAD 27      -  33 32 35.64000(N)    112 11 06.53200(W) AD(       ) 3
 DV2025
 DV2025.Superseded values are not recommended for survey control.
 DV2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2025.See file dsdata.txt to determine how the superseded data were derived.
 DV2025
 DV2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8990312147(NAD 83)
 DV2025_MARKER: 90 = CHURCH SPIRE
 DV2025
 DV2025  HISTORY     - Date     Condition        Report By
 DV2025  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2025  HISTORY     - 20080209 MARK NOT FOUND   GEOCAC
 DV2025
 DV2025                          STATION DESCRIPTION
 DV2025
 DV2025'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2020 ***********************************************************************
 DV2020  DESIGNATION -  GLENDALE FEDERAL COMPRESS N TK
 DV2020  PID         -  DV2020
 DV2020  STATE/COUNTY-  AZ/MARICOPA
 DV2020  USGS QUAD   -  GLENDALE (1982)
 DV2020
 DV2020                         *CURRENT SURVEY CONTROL
 DV2020  ___________________________________________________________________
 DV2020* NAD 83(1992)-  33 31 17.27361(N)    112 10 06.20633(W)     ADJUSTED  
 DV2020* NAVD 88     -              **(meters)            **(feet)            
 DV2020  ___________________________________________________________________
 DV2020  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DV2020  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2020  HORZ ORDER  -  THIRD
 DV2020
 DV2020.The horizontal coordinates were established by classical geodetic methods
 DV2020.and adjusted by the National Geodetic Survey in August 1993.
 DV2020
 DV2020
 DV2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2020
 DV2020.The geoid height was determined by GEOID03.
 DV2020
 DV2020;                    North         East     Units Scale Factor Converg.
 DV2020;SPC AZ C     -   279,609.331   189,977.251   MT  0.99990674   -0 08 20.5
 DV2020;SPC AZ C     -   917,353.45    623,284.94   iFT  0.99990674   -0 08 20.5
 DV2020;UTM  12      - 3,709,710.024   391,497.432   MT  0.99974514   -0 38 43.1
 DV2020
 DV2020                          SUPERSEDED SURVEY CONTROL
 DV2020
 DV2020  NAD 83(1986)-  33 31 17.26771(N)    112 10 06.21259(W) AD(       ) 4
 DV2020  NAD 27      -  33 31 17.11800(N)    112 10 03.66600(W) AD(       ) 3
 DV2020
 DV2020.Superseded values are not recommended for survey control.
 DV2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2020.See file dsdata.txt to determine how the superseded data were derived.
 DV2020
 DV2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9149709710(NAD 83)
 DV2020_MARKER: 53 = ELEVATED TANK
 DV2020
 DV2020  HISTORY     - Date     Condition        Report By
 DV2020  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2020  HISTORY     - 19880420 GOOD             USPSQD
 DV2020
 DV2020                          STATION DESCRIPTION
 DV2020
 DV2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2020'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF GLENDALE
 DV2020'AND AT GRAND AVENUE AND NORTH 51ST AVENUE IN PHOENIX.
 DV2020'
 DV2020'STATION IS A WATER TANK WHICH IS PAINTED SILVER, HAS FEDERAL
 DV2020'COMPRESS PAINTED ON NORTH AND SOUTH SIDE OF TANK AND IS
 DV2020'APPROXIMATELY 100 FEET HIGH.  THIS TANK IS THE NORTHWEST ONE
 DV2020'OF TWO TANKS AND IS SUPPORTED BY 4 LEGS.
 DV2020'
 DV2020'POINT INTERSECTED WAS TOP AND CENTER.
 DV2020
 DV2020                          STATION RECOVERY (1988)
 DV2020
 DV2020'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 DV2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2021 ***********************************************************************
 DV2021  DESIGNATION -  GLENDALE FEDERAL COMPRESS S TK
 DV2021  PID         -  DV2021
 DV2021  STATE/COUNTY-  AZ/MARICOPA
 DV2021  USGS QUAD   -  GLENDALE (1982)
 DV2021
 DV2021                         *CURRENT SURVEY CONTROL
 DV2021  ___________________________________________________________________
 DV2021* NAD 83(1992)-  33 31 11.75086(N)    112 09 54.13944(W)     ADJUSTED  
 DV2021* NAVD 88     -              **(meters)            **(feet)            
 DV2021  ___________________________________________________________________
 DV2021  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2021  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV2021  HORZ ORDER  -  THIRD
 DV2021
 DV2021.The horizontal coordinates were established by classical geodetic methods
 DV2021.and adjusted by the National Geodetic Survey in August 1993.
 DV2021
 DV2021
 DV2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2021
 DV2021.The geoid height was determined by GEOID03.
 DV2021
 DV2021;                    North         East     Units Scale Factor Converg.
 DV2021;SPC AZ C     -   279,438.445   190,288.205   MT  0.99990656   -0 08 13.8
 DV2021;SPC AZ C     -   916,792.80    624,305.13   iFT  0.99990656   -0 08 13.8
 DV2021;UTM  12      - 3,709,536.425   391,806.814   MT  0.99974431   -0 38 36.3
 DV2021
 DV2021                          SUPERSEDED SURVEY CONTROL
 DV2021
 DV2021  NAD 83(1986)-  33 31 11.74496(N)    112 09 54.14567(W) AD(       ) 4
 DV2021  NAD 27      -  33 31 11.59500(N)    112 09 51.59900(W) AD(       ) 3
 DV2021
 DV2021.Superseded values are not recommended for survey control.
 DV2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2021.See file dsdata.txt to determine how the superseded data were derived.
 DV2021
 DV2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9180709536(NAD 83)
 DV2021_MARKER: 53 = ELEVATED TANK
 DV2021
 DV2021  HISTORY     - Date     Condition        Report By
 DV2021  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2021  HISTORY     - 19880420 GOOD             USPSQD
 DV2021
 DV2021                          STATION DESCRIPTION
 DV2021
 DV2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2021'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF GLENDALE
 DV2021'AND AT GRAND AVENUE AND NORTH 51ST AVENUE IN PHOENIX.
 DV2021'
 DV2021'STATION IS A WATER TANK WHICH IS PAINTED SILVER, HAS FEDERAL
 DV2021'COMPRESS PAINTED ON NORTH AND SOUTH SIDE OF TANK AND IS
 DV2021'APPROXIMATELY 100 FEET HIGH.  THIS TANK IS THE SOUTHEAST ONE
 DV2021'OF TWO TANKS AND IS SUPPORTED BY 4 LEGS.
 DV2021'
 DV2021'POINT INTERSECTED WAS TOP AND CENTER.
 DV2021
 DV2021                          STATION RECOVERY (1988)
 DV2021
 DV2021'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 DV2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2023 ***********************************************************************
 DV2023  DESIGNATION -  GLENDALE MUNICIPAL TANK 6
 DV2023  PID         -  DV2023
 DV2023  STATE/COUNTY-  AZ/MARICOPA
 DV2023  USGS QUAD   -  GLENDALE (1982)
 DV2023
 DV2023                         *CURRENT SURVEY CONTROL
 DV2023  ___________________________________________________________________
 DV2023* NAD 83(1992)-  33 32 56.62625(N)    112 11 38.65486(W)     ADJUSTED  
 DV2023* NAVD 88     -              **(meters)            **(feet)            
 DV2023  ___________________________________________________________________
 DV2023  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DV2023  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2023  HORZ ORDER  -  THIRD
 DV2023
 DV2023.The horizontal coordinates were established by classical geodetic methods
 DV2023.and adjusted by the National Geodetic Survey in August 1993.
 DV2023
 DV2023
 DV2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2023
 DV2023.The geoid height was determined by GEOID03.
 DV2023
 DV2023;                    North         East     Units Scale Factor Converg.
 DV2023;SPC AZ C     -   282,676.123   187,599.991   MT  0.99990818   -0 09 11.9
 DV2023;SPC AZ C     -   927,415.10    615,485.53   iFT  0.99990818   -0 09 11.9
 DV2023;UTM  12      - 3,712,797.218   389,147.748   MT  0.99975149   -0 39 35.9
 DV2023
 DV2023                          SUPERSEDED SURVEY CONTROL
 DV2023
 DV2023  NAD 83(1986)-  33 32 56.62043(N)    112 11 38.66134(W) AD(       ) 4
 DV2023  NAD 27      -  33 32 56.47500(N)    112 11 36.10900(W) AD(       ) 3
 DV2023
 DV2023.Superseded values are not recommended for survey control.
 DV2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2023.See file dsdata.txt to determine how the superseded data were derived.
 DV2023
 DV2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8914812797(NAD 83)
 DV2023_MARKER: 53 = ELEVATED TANK
 DV2023
 DV2023  HISTORY     - Date     Condition        Report By
 DV2023  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2023  HISTORY     - 20080209 MARK NOT FOUND   GEOCAC
 DV2023  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV2023
 DV2023                          STATION DESCRIPTION
 DV2023
 DV2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2023'STATION IS LOCATED IN THE NORTHWEST CORNER OF GLENDALE AND
 DV2023'IS 1/4 MILE NORTHEAST OF GRAND AVENUE.
 DV2023'
 DV2023'STATION IS A LARGE 1,000,000 GALLON WATER TANK PAINTED SILVER,
 DV2023'IS SUPPORTED BY 16 LEGS AND IS APPROXIMATELY 125 FEET HIGH.
 DV2023'
 DV2023'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 DV2023
 DV2023                          STATION RECOVERY (2008)
 DV2023
 DV2023'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 DV2023'MARK NOT FOUND.
 DV2023
 DV2023                          STATION RECOVERY (2008)
 DV2023
 DV2023'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2023'THERE IS NO LONGER AN ELEVATED TANK AT THIS LOCATION. DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2024 ***********************************************************************
 DV2024  DESIGNATION -  GLENDALE MUNICIPAL TANK 3
 DV2024  PID         -  DV2024
 DV2024  STATE/COUNTY-  AZ/MARICOPA
 DV2024  USGS QUAD   -  GLENDALE (1982)
 DV2024
 DV2024                         *CURRENT SURVEY CONTROL
 DV2024  ___________________________________________________________________
 DV2024* NAD 83(1992)-  33 32 33.06867(N)    112 10 36.92151(W)     ADJUSTED  
 DV2024* NAVD 88     -              **(meters)            **(feet)            
 DV2024  ___________________________________________________________________
 DV2024  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DV2024  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV2024  HORZ ORDER  -  THIRD
 DV2024
 DV2024.The horizontal coordinates were established by classical geodetic methods
 DV2024.and adjusted by the National Geodetic Survey in August 1993.
 DV2024
 DV2024
 DV2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2024
 DV2024.The geoid height was determined by GEOID03.
 DV2024
 DV2024;                    North         East     Units Scale Factor Converg.
 DV2024;SPC AZ C     -   281,946.266   189,190.567   MT  0.99990720   -0 08 37.7
 DV2024;SPC AZ C     -   925,020.56    620,703.96   iFT  0.99990720   -0 08 37.7
 DV2024;UTM  12      - 3,712,053.444   390,731.558   MT  0.99974720   -0 39 01.4
 DV2024
 DV2024                          SUPERSEDED SURVEY CONTROL
 DV2024
 DV2024  NAD 83(1986)-  33 32 33.06290(N)    112 10 36.92792(W) AD(       ) 4
 DV2024  NAD 27      -  33 32 32.91300(N)    112 10 34.38000(W) AD(       ) 3
 DV2024
 DV2024.Superseded values are not recommended for survey control.
 DV2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2024.See file dsdata.txt to determine how the superseded data were derived.
 DV2024
 DV2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9073212053(NAD 83)
 DV2024_MARKER: 51 = TANK
 DV2024
 DV2024  HISTORY     - Date     Condition        Report By
 DV2024  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2024  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV2024
 DV2024                          STATION DESCRIPTION
 DV2024
 DV2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2024'STATION IS LOCATED IN THE NORTHEAST SECTION OF GLENDALE, ABOUT
 DV2024'1/2 MILE NORTHEAST OF GRAND AVENUE AND JUST NORTH OF C AVENUE
 DV2024'BETWEEN 7TH AVENUE AND 9TH AVENUE IN GLENDALE.
 DV2024'
 DV2024'STATION IS THE CENTER OF A WATER TANK WHICH IS APPROXIMATELY
 DV2024'100 FEET HIGH.
 DV2024'
 DV2024'POINT INTERSECTED WAS THE TOP AND CENTER.
 DV2024
 DV2024                          STATION RECOVERY (2008)
 DV2024
 DV2024'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2024'THERE IS NO LONGER AN ELEVATED TANK AT THIS LOCATION. DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2026 ***********************************************************************
 DV2026  DESIGNATION -  GLENDALE RM 1
 DV2026  PID         -  DV2026
 DV2026  STATE/COUNTY-  AZ/MARICOPA
 DV2026  USGS QUAD   -  GLENDALE (1982)
 DV2026
 DV2026                         *CURRENT SURVEY CONTROL
 DV2026  ___________________________________________________________________
 DV2026* NAD 83(1992)-  33 32 11.64769(N)    112 11 03.65767(W)     ADJUSTED  
 DV2026* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 DV2026  ___________________________________________________________________
 DV2026  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DV2026  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV2026  HORZ ORDER  -  SECOND
 DV2026
 DV2026.The horizontal coordinates were established by classical geodetic methods
 DV2026.and adjusted by the National Geodetic Survey in August 1993.
 DV2026
 DV2026.The orthometric height was scaled from a topographic map.
 DV2026
 DV2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2026
 DV2026.The geoid height was determined by GEOID03.
 DV2026
 DV2026;                    North         East     Units Scale Factor Converg.
 DV2026;SPC AZ C     -   281,288.116   188,499.159   MT  0.99990762   -0 08 52.4
 DV2026;SPC AZ C     -   922,861.27    618,435.56   iFT  0.99990762   -0 08 52.4
 DV2026;UTM  12      - 3,711,401.536   390,034.469   MT  0.99974908   -0 39 15.8
 DV2026
 DV2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2026!SPC AZ C     -   0.99994952  x   0.99990762  =   0.99985715
 DV2026!UTM  12      -   0.99994952  x   0.99974908  =   0.99969861
 DV2026
 DV2026                          SUPERSEDED SURVEY CONTROL
 DV2026
 DV2026  NAD 83(1986)-  33 32 11.64207(N)    112 11 03.66387(W) AD(       ) 2
 DV2026  NAD 27      -  33 32 11.49000(N)    112 11 01.10800(W) AD(       ) 2
 DV2026
 DV2026.Superseded values are not recommended for survey control.
 DV2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2026.See file dsdata.txt to determine how the superseded data were derived.
 DV2026
 DV2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9003411402(NAD 83)
 DV2026_MARKER: DD = SURVEY DISK
 DV2026_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DV2026_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DV2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2026
 DV2026  HISTORY     - Date     Condition        Report By
 DV2026  HISTORY     - 1935     MONUMENTED       CGS
 DV2026
 DV2026                          STATION DESCRIPTION
 DV2026
 DV2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DV2026'A STANDARD BRONZE REFERENCE DISK IS 139.84 METERS
 DV2026'(458.8 FEET) FROM STATION GLENDALE N 67 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1929 ***********************************************************************
 DU1929  DESIGNATION -  GLENMAR
 DU1929  PID         -  DU1929
 DU1929  STATE/COUNTY-  AZ/MARICOPA
 DU1929  USGS QUAD   -  BUCKHORN (1982)
 DU1929
 DU1929                         *CURRENT SURVEY CONTROL
 DU1929  ___________________________________________________________________
 DU1929* NAD 83(2007)-  33 23 11.45640(N)    111 38 29.68130(W)     NO CHECK  
 DU1929* NAVD 88     -       441.890  (meters)    1449.77   (feet)  ADJUSTED  
 DU1929  ___________________________________________________________________
 DU1929  EPOCH DATE  -        2007.00
 DU1929  X           -  -1,966,197.647 (meters)                     COMP
 DU1929  Y           -  -4,955,538.813 (meters)                     COMP
 DU1929  Z           -   3,490,058.282 (meters)                     COMP
 DU1929  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 DU1929  ELLIP HEIGHT-         412.214 (meters)          (02/10/07) NO CHECK
 DU1929  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1929  DYNAMIC HT  -         441.359 (meters)    1448.03  (feet)  COMP
 DU1929
 DU1929  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1929  Type    PID    Designation                      North   East  Ellip
 DU1929  -------------------------------------------------------------------
 DU1929  NETWORK DU1929 GLENMAR                           6.12   8.53   9.98
 DU1929  -------------------------------------------------------------------
 DU1929  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1929
 DU1929  VERT ORDER  -  SECOND    CLASS I
 DU1929
 DU1929.The horizontal coordinates were established by GPS observations
 DU1929.and adjusted by the National Geodetic Survey in February 2007.
 DU1929
 DU1929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1929.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1929.No horizontal observational check was made to the station.
 DU1929.The horizontal coordinates are valid at the epoch date displayed above.
 DU1929.The epoch date for horizontal control is a decimal equivalence
 DU1929.of Year/Month/Day.
 DU1929
 DU1929.The orthometric height was determined by differential leveling
 DU1929.and adjusted in November 1993.
 DU1929
 DU1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1929
 DU1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1929
 DU1929.The ellipsoidal height was determined by GPS observations
 DU1929.and is referenced to NAD 83.
 DU1929
 DU1929.The geoid height was determined by GEOID03.
 DU1929
 DU1929.The dynamic height is computed by dividing the NAVD 88
 DU1929.geopotential number by the normal gravity value computed on the
 DU1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1929.degrees latitude (g = 980.6199 gals.).
 DU1929
 DU1929.The modeled gravity was interpolated from observed gravity values.
 DU1929
 DU1929;                    North         East     Units Scale Factor Converg.
 DU1929;SPC AZ C     -   264,648.706   238,952.710   MT  0.99990807   +0 09 05.0
 DU1929;SPC AZ C     -   868,270.03    783,965.58   iFT  0.99990807   +0 09 05.0
 DU1929;UTM  12      - 3,694,321.288   440,328.634   MT  0.99964390   -0 21 11.0
 DU1929
 DU1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1929!SPC AZ C     -   0.99993529  x   0.99990807  =   0.99984336
 DU1929!UTM  12      -   0.99993529  x   0.99964390  =   0.99957921
 DU1929
 DU1929|---------------------------------------------------------------------|
 DU1929| PID    Reference Object                     Distance      Geod. Az  |
 DU1929|                                                           dddmmss.s |
 DU1929| DU1932 GLENMAR RM 1                         12.804 METERS 09014     |
 DU1929| DU1603 BERT 2                              APPROX. 0.8 KM 2700623.2 |
 DU1929| DU1933 GLENMAR RM 2                         12.344 METERS 27033     |
 DU1929|---------------------------------------------------------------------|
 DU1929
 DU1929                          SUPERSEDED SURVEY CONTROL
 DU1929
 DU1929  ELLIP H (06/11/02)  412.273  (m)                       GP(       ) 4 2
 DU1929  NAD 83(1992)-  33 23 11.45420(N)    111 38 29.68074(W) AD(       ) 2
 DU1929  ELLIP H (08/23/93)  412.331  (m)                       GP(       ) 4 2
 DU1929  NAD 83(1986)-  33 23 11.44916(N)    111 38 29.68435(W) AD(       ) 2
 DU1929  NAD 27      -  33 23 11.27560(N)    111 38 27.20007(W) AD(       ) 2
 DU1929  NGVD 29 (09/11/89)  440.8    (m)         1446.     (f) GPS OBS     3  
 DU1929
 DU1929.Superseded values are not recommended for survey control.
 DU1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1929.See file dsdata.txt to determine how the superseded data were derived.
 DU1929
 DU1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4032994321(NAD 83)
 DU1929_MARKER: DE = TRAVERSE STATION DISK
 DU1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1929_SP_SET: CONCRETE POST
 DU1929_STAMPING: GLENMAR P AND M 1974
 DU1929_MARK LOGO: AZDT  
 DU1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1929+STABILITY: SURFACE MOTION
 DU1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1929+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU1929
 DU1929  HISTORY     - Date     Condition        Report By
 DU1929  HISTORY     - 1974     MONUMENTED       AZDT
 DU1929  HISTORY     - 1984     GOOD             AZDT
 DU1929  HISTORY     - 1986     GOOD             AZDT
 DU1929  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1929  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1929
 DU1929                          STATION DESCRIPTION
 DU1929
 DU1929'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1929'THE STATION IS LOCATED 5.7 MILES WEST SOUTHWEST OF APACHE
 DU1929'JCT. AND 11.5 MILES EAST SOUTHEAST OF MESA ALONG THE CENTERLINE
 DU1929'OF PROPOSED SUPERSTITION FRWY. AT STA. 997+02.28.
 DU1929'
 DU1929'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED GLENMAR
 DU1929'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT FLUSH
 DU1929'WITH THE GROUND.  STATION IS 2.5 FEET NORTHWEST OF A WITNESS POST.
 DU1929'
 DU1929'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1929'GLENMAR RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1929'MONUMENT PROJECTING 3 INCHES.
 DU1929'
 DU1929'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1929'GLENMAR RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1929'MONUMENT PROJECTING 3 INCHES.
 DU1929'
 DU1929'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU1929'STATE ROUTE 88 IN APACHE JCT., GO WEST ON U.S. 60, 80 AND 89 FOR
 DU1929'4.9 MILES TO ELLSWORTH RD., TURN SOUTH ON ELLSWORTH RD. FOR 2
 DU1929'MILES CROSSING BROADWAY AND SOUTHERN AVE. TO AN IRRIGATION
 DU1929'PUMP ON THE RIGHT.  TURN RIGHT AT IRRIGATION PUMP AND GO 0.5
 DU1929'MILE.  THE STATION IS 150 NORTH AT THIS POINT, ACROSS A DRAINAGE
 DU1929'DITCH AND MARKED WITH A WITNESS POST.
 DU1929'
 DU1929'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1929
 DU1929                          STATION RECOVERY (1984)
 DU1929
 DU1929'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1929'IN MESA.
 DU1929'FROM THE INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1929'JUNCTION TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 2.49 KM.
 DU1929'(1.55 MI.), TO THE MARK, STATION IS 0.76 METER (2.5 FT.) NORTHWEST OF
 DU1929'A WITNESS POST, AN AZDT CAP IS SET IN A 12 INCH CONCRETE POST FLUSH
 DU1929'WITH THE GROUND.
 DU1929
 DU1929                          STATION RECOVERY (1986)
 DU1929
 DU1929'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU1929'THE STATION WAS RECOVERED AT THIS DATE.
 DU1929'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU1929'DESCRIPTION WAS ADEQUATE.
 DU1929
 DU1929                          STATION RECOVERY (2006)
 DU1929
 DU1929'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1929'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU1929'ADJUSTED COORDINATES POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED
 DU1929'SUPERSTITION FREEWAY. THERE IS A DIRT MEDIAN IN THE AREA WHICH IS
 DU1929'NORTH OF THE ADJUSTED COORDINATES, AND THERE IS NO WITNESS POST.
 DU1929
 DU1929                          STATION RECOVERY (2008)
 DU1929
 DU1929'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1929'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1929'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1932 ***********************************************************************
 DU1932  DESIGNATION -  GLENMAR RM 1
 DU1932  PID         -  DU1932
 DU1932  STATE/COUNTY-  AZ/MARICOPA
 DU1932  USGS QUAD   -  BUCKHORN (1982)
 DU1932
 DU1932                         *CURRENT SURVEY CONTROL
 DU1932  ___________________________________________________________________
 DU1932* NAD 83(1986)-  33 23 11.     (N)    111 38 29.     (W)     SCALED    
 DU1932* NAVD 88     -       441.998  (meters)    1450.12   (feet)  ADJUSTED  
 DU1932  ___________________________________________________________________
 DU1932  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1932  DYNAMIC HT  -         441.467 (meters)    1448.38  (feet)  COMP
 DU1932  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1932
 DU1932  VERT ORDER  -  SECOND    CLASS I
 DU1932
 DU1932.The horizontal coordinates were scaled from a topographic map and have
 DU1932.an estimated accuracy of +/- 6 seconds.
 DU1932
 DU1932.The orthometric height was determined by differential leveling
 DU1932.and adjusted in November 1993.
 DU1932
 DU1932.The geoid height was determined by GEOID03.
 DU1932
 DU1932.The dynamic height is computed by dividing the NAVD 88
 DU1932.geopotential number by the normal gravity value computed on the
 DU1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1932.degrees latitude (g = 980.6199 gals.).
 DU1932
 DU1932.The modeled gravity was interpolated from observed gravity values.
 DU1932
 DU1932;                    North         East    Units  Estimated Accuracy
 DU1932;SPC AZ C     -   264,640.      238,970.      MT  (+/- 180 meters Scaled)
 DU1932
 DU1932                          SUPERSEDED SURVEY CONTROL
 DU1932
 DU1932.No superseded survey control is available for this station.
 DU1932
 DU1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB403943(NAD 83)
 DU1932_MARKER: DD = SURVEY DISK
 DU1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1932_SP_SET: CONCRETE POST
 DU1932_STAMPING: GLENMAR RM 1 1974
 DU1932_MARK LOGO: AZDT  
 DU1932_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1932+STABILITY: SURFACE MOTION
 DU1932
 DU1932  HISTORY     - Date     Condition        Report By
 DU1932  HISTORY     - 1974     MONUMENTED       AZDT
 DU1932  HISTORY     - 1984     GOOD             AZDT
 DU1932  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1932  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1932
 DU1932                          STATION DESCRIPTION
 DU1932
 DU1932'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1932'IN MESA.
 DU1932'FROM THE INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1932'JUNCTION TRAVEL WEST ALONG STATE ROUTE 360 FOR 2.49 KM (1.55 MI),
 DU1932'12.804 METERS (42.01 FT) EAST OF STATION GLENMAR,
 DU1932
 DU1932                          STATION RECOVERY (2006)
 DU1932
 DU1932'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1932'DID NOT FIND REFERENCE MARK 1. THE ADJUSTED COORDINATES FOR THE
 DU1932'STATION POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED SUPERSTITION
 DU1932'FREEWAY. THERE IS A DIRT MEDIAN IN THE AREA WHICH IS NORTH OF THE
 DU1932'ADJUSTED COORDINATES.
 DU1932
 DU1932                          STATION RECOVERY (2008)
 DU1932
 DU1932'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1932'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1932'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1933 ***********************************************************************
 DU1933  DESIGNATION -  GLENMAR RM 2
 DU1933  PID         -  DU1933
 DU1933  STATE/COUNTY-  AZ/MARICOPA
 DU1933  USGS QUAD   -  BUCKHORN (1982)
 DU1933
 DU1933                         *CURRENT SURVEY CONTROL
 DU1933  ___________________________________________________________________
 DU1933* NAD 83(1986)-  33 23 11.     (N)    111 38 29.     (W)     SCALED    
 DU1933* NAVD 88     -       441.837  (meters)    1449.59   (feet)  ADJUSTED  
 DU1933  ___________________________________________________________________
 DU1933  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU1933  DYNAMIC HT  -         441.307 (meters)    1447.85  (feet)  COMP
 DU1933  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DU1933
 DU1933  VERT ORDER  -  SECOND    CLASS I
 DU1933
 DU1933.The horizontal coordinates were scaled from a topographic map and have
 DU1933.an estimated accuracy of +/- 6 seconds.
 DU1933
 DU1933.The orthometric height was determined by differential leveling
 DU1933.and adjusted in November 1993.
 DU1933
 DU1933.The geoid height was determined by GEOID03.
 DU1933
 DU1933.The dynamic height is computed by dividing the NAVD 88
 DU1933.geopotential number by the normal gravity value computed on the
 DU1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1933.degrees latitude (g = 980.6199 gals.).
 DU1933
 DU1933.The modeled gravity was interpolated from observed gravity values.
 DU1933
 DU1933;                    North         East    Units  Estimated Accuracy
 DU1933;SPC AZ C     -   264,640.      238,970.      MT  (+/- 180 meters Scaled)
 DU1933
 DU1933                          SUPERSEDED SURVEY CONTROL
 DU1933
 DU1933.No superseded survey control is available for this station.
 DU1933
 DU1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB403943(NAD 83)
 DU1933_MARKER: DD = SURVEY DISK
 DU1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1933_SP_SET: CONCRETE POST
 DU1933_STAMPING: GLENMAR RM 2 1974
 DU1933_MARK LOGO: AZDT  
 DU1933_PROJECTION: PROJECTING 8 CENTIMETERS
 DU1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1933+STABILITY: SURFACE MOTION
 DU1933
 DU1933  HISTORY     - Date     Condition        Report By
 DU1933  HISTORY     - 1974     MONUMENTED       AZDT
 DU1933  HISTORY     - 1984     GOOD             AZDT
 DU1933  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1933  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1933
 DU1933                          STATION DESCRIPTION
 DU1933
 DU1933'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1933'IN MESA.
 DU1933'FROM THE INSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1933'JUNCTION TRAVEL WEST ALONG STATE ROUTE 360 FOR 2.49 KM (1.55 MI),
 DU1933'12.344 METERS (40.5) FEET WEST OF STATION GLENMAR,
 DU1933
 DU1933                          STATION RECOVERY (2006)
 DU1933
 DU1933'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1933'DID NOT FIND REFERENCE MARK 2. THE ADJUSTED COORDINATES FOR THE
 DU1933'STATION POINT TOWARD THE EASTBOUND LANES OF NEWLY WIDENED SUPERSTITION
 DU1933'FREEWAY. THERE IS A DIRT MEDIAN IN THE AREA WHICH IS NORTH OF THE
 DU1933'ADJUSTED COORDINATES.
 DU1933
 DU1933                          STATION RECOVERY (2008)
 DU1933
 DU1933'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1933'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1933'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0376 ***********************************************************************
 CF0376  DESIGNATION -  GLENN
 CF0376  PID         -  CF0376
 CF0376  STATE/COUNTY-  AZ/COCHISE
 CF0376  USGS QUAD   -  DOUGLAS NE (1978)
 CF0376
 CF0376                         *CURRENT SURVEY CONTROL
 CF0376  ___________________________________________________________________
 CF0376* NAD 83(1992)-  31 24 49.98678(N)    109 34 45.69937(W)     ADJUSTED  
 CF0376* NAVD 88     -      1236.2    (meters)    4056.     (feet)  VERTCON   
 CF0376  ___________________________________________________________________
 CF0376  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 CF0376  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0376  HORZ ORDER  -  SECOND
 CF0376
 CF0376.The horizontal coordinates were established by classical geodetic methods
 CF0376.and adjusted by the National Geodetic Survey in August 1993.
 CF0376
 CF0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0376
 CF0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0376
 CF0376.The geoid height was determined by GEOID03.
 CF0376
 CF0376;                    North         East     Units Scale Factor Converg.
 CF0376;SPC AZ E     -    46,033.294   269,201.349   MT  0.99993845   +0 18 22.0
 CF0376;SPC AZ E     -   151,027.87    883,206.53   iFT  0.99993845   +0 18 22.0
 CF0376;UTM  12      - 3,476,344.989   635,039.889   MT  0.99982492   +0 44 26.1
 CF0376
 CF0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0376!SPC AZ E     -   0.99981020  x   0.99993845  =   0.99974866
 CF0376!UTM  12      -   0.99981020  x   0.99982492  =   0.99963516
 CF0376
 CF0376|---------------------------------------------------------------------|
 CF0376| PID    Reference Object                     Distance      Geod. Az  |
 CF0376|                                                           dddmmss.s |
 CF0376| CS5410 GLENN RM 2                           13.627 METERS 18554     |
 CF0376| CS5409 GLENN RM 1                           14.439 METERS 35429     |
 CF0376|---------------------------------------------------------------------|
 CF0376
 CF0376                          SUPERSEDED SURVEY CONTROL
 CF0376
 CF0376  NAD 83(1986)-  31 24 49.98487(N)    109 34 45.68358(W) AD(       ) 2
 CF0376  NGVD 29 (03/13/91) 1235.4    (m)         4053.     (f) VERT ANG    3  
 CF0376
 CF0376.Superseded values are not recommended for survey control.
 CF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0376.See file dsdata.txt to determine how the superseded data were derived.
 CF0376
 CF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3504076345(NAD 83)
 CF0376_MARKER: DS = TRIANGULATION STATION DISK
 CF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0376+STABILITY: SURFACE MOTION
 CF0376
 CF0376  HISTORY     - Date     Condition        Report By
 CF0376  HISTORY     - 1982     MONUMENTED       AZDT
 CF0376
 CF0376                          STATION DESCRIPTION
 CF0376
 CF0376'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0376'THE STATION IS LOCATED ABOUT 9 MILES NORTH NORTHWEST OF DOUGLAS,
 CF0376'ARIZONA, ALONG U.S. HWY 666 IN COCHISE COUNTY.
 CF0376'
 CF0376'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS ON THE CORNER OF
 CF0376'10TH STREET AND  F  STREET, TRAVEL WEST 1 BLOCK TO  G  STREET, WHICH
 CF0376'IS HWY U.S. 80.  TURN RIGHT AND TRAVEL ON U.S. 80 FOR 1.8 MILES TO A
 CF0376'JUNCTION WITH HWY U.S. 666.  TURN RIGHT AND TRAVEL NORTH ON U.S. 666
 CF0376'FOR 4.2 MILES TO THE STATION ON THE LEFT.
 CF0376'
 CF0376'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---GLENN 1982---
 CF0376'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0376'SET LEVEL WITH THE GROUND.  IT IS 44.5 FEET WEST OF CENTER LINE OF US
 CF0376'666, 5.5-FEET EAST OF RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET
 CF0376'IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 CF0376'
 CF0376'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---GLENN RM 1---
 CF0376'SET ON TOP OF A 12 INCH CONCRETE POST LEVEL WITH THE GROUND.
 CF0376'
 CF0376'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---GLENN RM 2---,
 CF0376'SET IN TOP OF A 12 INCH ROUND CONCRETE POST LEVEL WITH THE GROUND.
 CF0376'
 CF0376'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE AZDT PORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1062 ***********************************************************************
 CG1062  DESIGNATION -  GLO 1
 CG1062  PID         -  CG1062
 CG1062  STATE/COUNTY-  AZ/PIMA
 CG1062  USGS QUAD   -  CORONA DE TUCSON (1981)
 CG1062
 CG1062                         *CURRENT SURVEY CONTROL
 CG1062  ___________________________________________________________________
 CG1062* NAD 83(1992)-  31 56 54.76130(N)    110 47 22.43431(W)     ADJUSTED  
 CG1062* NAVD 88     -      1005.7    (meters)    3300.     (feet)  VERTCON   
 CG1062  ___________________________________________________________________
 CG1062  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 CG1062  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CG1062  HORZ ORDER  -  FIRST
 CG1062
 CG1062.The horizontal coordinates were established by classical geodetic methods
 CG1062.and adjusted by the National Geodetic Survey in August 1993.
 CG1062
 CG1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1062
 CG1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1062
 CG1062.The geoid height was determined by GEOID03.
 CG1062
 CG1062;                    North         East     Units Scale Factor Converg.
 CG1062;SPC AZ C     -   105,716.546   319,915.196   MT  1.00003998   +0 35 47.3
 CG1062;SPC AZ C     -   346,839.06  1,049,590.54   iFT  1.00003998   +0 35 47.3
 CG1062;UTM  12      - 3,534,751.622   519,887.815   MT  0.99960488   +0 06 40.9
 CG1062
 CG1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1062!SPC AZ C     -   0.99984665  x   1.00003998  =   0.99988662
 CG1062!UTM  12      -   0.99984665  x   0.99960488  =   0.99945159
 CG1062
 CG1062|---------------------------------------------------------------------|
 CG1062| PID    Reference Object                     Distance      Geod. Az  |
 CG1062|                                                           dddmmss.s |
 CG1062| AH4871 GLO 1 RM 1                           22.342 METERS 00112     |
 CG1062| CY0323 84 1/2=CAVOT RM 3                                  0710048.4 |
 CG1062| AH4872 GLO 1 RM 2                           17.737 METERS 26834     |
 CG1062|---------------------------------------------------------------------|
 CG1062
 CG1062                          SUPERSEDED SURVEY CONTROL
 CG1062
 CG1062  NAD 83(1986)-  31 56 54.75770(N)    110 47 22.43081(W) AD(       ) 1
 CG1062  NAD 27      -  31 56 54.46000(N)    110 47 20.12400(W) AD(       ) 1
 CG1062  NGVD 29 (07/19/86) 1005.0    (m)         3297.     (f) VERT ANG    3  
 CG1062
 CG1062.Superseded values are not recommended for survey control.
 CG1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1062.See file dsdata.txt to determine how the superseded data were derived.
 CG1062
 CG1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1988834752(NAD 83)
 CG1062_MARKER: DD = SURVEY DISK
 CG1062_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CG1062+WITH SETTING: INFORMATION.
 CG1062_PROJECTION: FLUSH
 CG1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG1062
 CG1062  HISTORY     - Date     Condition        Report By
 CG1062  HISTORY     - 1935     MONUMENTED       CGS
 CG1062  HISTORY     - 1987     GOOD             AZDT
 CG1062
 CG1062                          STATION DESCRIPTION
 CG1062
 CG1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1062'TO REACH FROM TUCSON AT JUNCTION OF U.S. HIGHWAYS 80 AND 89, TAKE
 CG1062'U.S. HIGHWAY 80 EAST 16.9 MILES TO SIGN READING HELVETIA ROAD,
 CG1062'TAKE THIS ROAD SOUTH 6.2 MILES, TAKE RIGHT FORK AND GO 0.5 MILE
 CG1062'TO CATTLE GUARD, CONTINUE ALONG WEST SIDE OF FENCE FOR 0.1 MILE
 CG1062'TO STATION.
 CG1062'
 CG1062'NOTE--AZIMUTH MARK IS 0.7 MILE NORTH OF STATION ON RIGHT SIDE
 CG1062'OF ROAD, A U.S. GEOLOGICAL SURVEY BENCH MARK.
 CG1062
 CG1062                          STATION RECOVERY (1987)
 CG1062
 CG1062'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1062'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 CG1062'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A
 CG1062'NEW ROUTE TO THE STATION FOLLOWS.
 CG1062'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10, HOUGHTON ROAD
 CG1062'TRAFFIC INTERCHANGE 11 MILES EAST OF TUCSON.  TRAVEL SOUTH ALONG
 CG1062'HOUGHTON ROAD FOR 6.8 MILES TO SAHUARITA ROAD, CONTINUE SOUTH FOR 0.95
 CG1062'MILE TO CAMINO DEL TORO ROAD.  TURN RIGHT AND TRAVEL WEST FOR 1.0 MILE
 CG1062'TO A FENCELINE AND A METAL GATE.  THE STATION IS JUST INSIDE THE FENCE
 CG1062'AND 32-1/2 FEET SOUTH OF THE CENTER OF THE CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1501 ***********************************************************************
 DA1501  DESIGNATION -  GLO 5 RM 1
 DA1501  PID         -  DA1501
 DA1501  STATE/COUNTY-  AZ/PIMA
 DA1501  USGS QUAD   -  HOTASON VO (1990)
 DA1501
 DA1501                         *CURRENT SURVEY CONTROL
 DA1501  ___________________________________________________________________
 DA1501* NAD 83(1992)-  32 12 13.25743(N)    112 31 22.61260(W)     ADJUSTED  
 DA1501* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 DA1501  ___________________________________________________________________
 DA1501  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DA1501  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA1501  HORZ ORDER  -  SECOND
 DA1501
 DA1501.The horizontal coordinates were established by classical geodetic methods
 DA1501.and adjusted by the National Geodetic Survey in August 1993.
 DA1501
 DA1501.The orthometric height was scaled from a topographic map.
 DA1501
 DA1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1501
 DA1501.The geoid height was determined by GEOID03.
 DA1501
 DA1501;                    North         East     Units Scale Factor Converg.
 DA1501;SPC AZ C     -   133,612.009   156,202.838   MT  0.99994027   -0 19 23.2
 DA1501;SPC AZ C     -   438,359.61    512,476.50   iFT  0.99994027   -0 19 23.2
 DA1501;UTM  12      - 3,564,029.539   356,460.981   MT  0.99985408   -0 48 42.4
 DA1501
 DA1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1501!SPC AZ C     -   0.99990306  x   0.99994027  =   0.99984334
 DA1501!UTM  12      -   0.99990306  x   0.99985408  =   0.99975715
 DA1501
 DA1501|---------------------------------------------------------------------|
 DA1501| PID    Reference Object                     Distance      Geod. Az  |
 DA1501|                                                           dddmmss.s |
 DA1501| DA1502 T14S R3W SEC 13 SE COR              350.960 METERS 18000     |
 DA1501|---------------------------------------------------------------------|
 DA1501
 DA1501                          SUPERSEDED SURVEY CONTROL
 DA1501
 DA1501  NAD 83(1986)-  32 12 13.24850(N)    112 31 22.61508(W) AD(       ) 2
 DA1501  NAD 27      -  32 12 13.01700(N)    112 31 20.10200(W) AD(       ) 2
 DA1501
 DA1501.Superseded values are not recommended for survey control.
 DA1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1501.See file dsdata.txt to determine how the superseded data were derived.
 DA1501
 DA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5646164030(NAD 83)
 DA1501_MARKER: P = PIPE CAP
 DA1501_SETTING: 0 = UNSPECIFIED SETTING
 DA1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1501
 DA1501  HISTORY     - Date     Condition        Report By
 DA1501  HISTORY     - 1936     MONUMENTED       USGLO
 DA1501
 DA1501                          STATION DESCRIPTION
 DA1501
 DA1501'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1501'G. L. O. STATION NO. 5, REFERENCE MARK NO. 1, A BRASS CAP SET IN
 DA1501'CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND,
 DA1501'IS 350.958 METERS (1,151.43 FEET) FROM STATION GLO 5
 DA1501'N 00 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1558 ***********************************************************************
 DA1558  DESIGNATION -  GLO 8 RM 1
 DA1558  PID         -  DA1558
 DA1558  STATE/COUNTY-  AZ/MARICOPA
 DA1558  USGS QUAD   -  TOM THUMB (1986)
 DA1558
 DA1558                         *CURRENT SURVEY CONTROL
 DA1558  ___________________________________________________________________
 DA1558* NAD 83(1992)-  32 35 45.16662(N)    112 31 53.92657(W)     ADJUSTED  
 DA1558* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 DA1558  ___________________________________________________________________
 DA1558  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DA1558  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DA1558  HORZ ORDER  -  THIRD
 DA1558
 DA1558.The horizontal coordinates were established by classical geodetic methods
 DA1558.and adjusted by the National Geodetic Survey in August 1993.
 DA1558
 DA1558.The orthometric height was scaled from a topographic map.
 DA1558
 DA1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1558
 DA1558.The geoid height was determined by GEOID03.
 DA1558
 DA1558;                    North         East     Units Scale Factor Converg.
 DA1558;SPC AZ C     -   177,105.621   155,632.914   MT  0.99994108   -0 19 52.7
 DA1558;SPC AZ C     -   581,055.19    510,606.67   iFT  0.99994108   -0 19 52.7
 DA1558;UTM  12      - 3,607,522.686   356,264.041   MT  0.99985476   -0 49 30.9
 DA1558
 DA1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1558!SPC AZ C     -   0.99989610  x   0.99994108  =   0.99983718
 DA1558!UTM  12      -   0.99989610  x   0.99985476  =   0.99975087
 DA1558
 DA1558:                Primary Azimuth Mark                     Grid Az
 DA1558:SPC AZ C     -  T9S R3E SEC 35 1/4 COR SOUTH             238 50 58.1
 DA1558:UTM  12      -  T9S R3E SEC 35 1/4 COR SOUTH             239 20 36.3
 DA1558
 DA1558|---------------------------------------------------------------------|
 DA1558| PID    Reference Object                     Distance      Geod. Az  |
 DA1558|                                                           dddmmss.s |
 DA1558| DA1559 T9S R3E SEC 35 1/4 COR SOUTH        APPROX. 0.6 KM 2383105.4 |
 DA1558|---------------------------------------------------------------------|
 DA1558
 DA1558                          SUPERSEDED SURVEY CONTROL
 DA1558
 DA1558  NAD 83(1986)-  32 35 45.15562(N)    112 31 53.92875(W) AD(       ) 3
 DA1558  NAD 27      -  32 35 44.96000(N)    112 31 51.40200(W) AD(       ) 3
 DA1558
 DA1558.Superseded values are not recommended for survey control.
 DA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1558.See file dsdata.txt to determine how the superseded data were derived.
 DA1558
 DA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5626407523(NAD 83)
 DA1558_MARKER: P = PIPE CAP
 DA1558_SETTING: 0 = UNSPECIFIED SETTING
 DA1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1558
 DA1558  HISTORY     - Date     Condition        Report By
 DA1558  HISTORY     - 1936     MONUMENTED       USGLO
 DA1558
 DA1558                          STATION DESCRIPTION
 DA1558
 DA1558'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1558'G.L.O. STATION
 DA1558'NO. 8, REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK
 DA1558'7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 623.426
 DA1558'METERS (2,045.36 FEET) FROM STATION GLO 8 N 58 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1990 ***********************************************************************
 CZ1990  DESIGNATION -  GLO E 2
 CZ1990  PID         -  CZ1990
 CZ1990  STATE/COUNTY-  AZ/PIMA
 CZ1990  USGS QUAD   -  WEST OF MARANA (1989)
 CZ1990
 CZ1990                         *CURRENT SURVEY CONTROL
 CZ1990  ___________________________________________________________________
 CZ1990* NAD 83(2007)-  32 27 03.71177(N)    111 18 45.14072(W)     ADJUSTED  
 CZ1990* NAVD 88     -       590.1    (meters)    1936.     (feet)  GPS OBS   
 CZ1990  ___________________________________________________________________
 CZ1990  EPOCH DATE  -        2007.00
 CZ1990  X           -  -1,958,245.431 (meters)                     COMP
 CZ1990  Y           -  -5,019,393.774 (meters)                     COMP
 CZ1990  Z           -   3,403,042.591 (meters)                     COMP
 CZ1990  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ1990  ELLIP HEIGHT-         560.288 (meters)          (02/10/07) ADJUSTED
 CZ1990  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1990
 CZ1990  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1990  Type    PID    Designation                      North   East  Ellip
 CZ1990  -------------------------------------------------------------------
 CZ1990  NETWORK CZ1990 GLO E 2                           0.96   1.10   2.04
 CZ1990  -------------------------------------------------------------------
 CZ1990
 CZ1990.The horizontal coordinates were established by GPS observations
 CZ1990.and adjusted by the National Geodetic Survey in February 2007.
 CZ1990
 CZ1990.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1990.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1990.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1990.The epoch date for horizontal control is a decimal equivalence
 CZ1990.of Year/Month/Day.
 CZ1990
 CZ1990.The orthometric height was determined by GPS observations and a
 CZ1990.high-resolution geoid model.
 CZ1990
 CZ1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1990
 CZ1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1990
 CZ1990.The ellipsoidal height was determined by GPS observations
 CZ1990.and is referenced to NAD 83.
 CZ1990
 CZ1990.The geoid height was determined by GEOID03.
 CZ1990
 CZ1990;                    North         East     Units Scale Factor Converg.
 CZ1990;SPC AZ C     -   161,037.880   270,159.466   MT  0.99993977   +0 19 27.0
 CZ1990;SPC AZ C     -   528,339.50    886,349.95   iFT  0.99993977   +0 19 27.0
 CZ1990;UTM  12      - 3,590,473.856   470,624.376   MT  0.99961064   -0 10 03.7
 CZ1990
 CZ1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1990!SPC AZ C     -   0.99991204  x   0.99993977  =   0.99985181
 CZ1990!UTM  12      -   0.99991204  x   0.99961064  =   0.99952271
 CZ1990
 CZ1990:                Primary Azimuth Mark                     Grid Az
 CZ1990:SPC AZ C     -  GLO E AZ MK                              088 19 15.0
 CZ1990:UTM  12      -  GLO E AZ MK                              088 48 45.7
 CZ1990
 CZ1990|---------------------------------------------------------------------|
 CZ1990| PID    Reference Object                     Distance      Geod. Az  |
 CZ1990|                                                           dddmmss.s |
 CZ1990| CH5230 GLO E AZ MK                                        0883842.0 |
 CZ1990| CZ0582 GLO E RM 2                           23.982 METERS 25207     |
 CZ1990| CH5233 GLO E RM 3                           51.011 METERS 29051     |
 CZ1990| CZ1989 T11S R10E SECS 22 27 1/4 COR         29.634 METERS 29239     |
 CZ1990|---------------------------------------------------------------------|
 CZ1990
 CZ1990                          SUPERSEDED SURVEY CONTROL
 CZ1990
 CZ1990  ELLIP H (09/30/02)  560.306  (m)                       GP(       ) 3 2
 CZ1990  NAD 83(1992)-  32 27 03.71132(N)    111 18 45.13962(W) AD(       ) 1
 CZ1990  ELLIP H (10/05/93)  560.398  (m)                       GP(       ) 3 2
 CZ1990  NAD 83(1992)-  32 27 03.71132(N)    111 18 45.13962(W) AD(       ) 2
 CZ1990  NAD 83(1986)-  32 27 03.70638(N)    111 18 45.13807(W) AD(       ) 2
 CZ1990  NAD 27      -  32 27 03.45641(N)    111 18 42.75600(W) AD(       ) 2
 CZ1990
 CZ1990.Superseded values are not recommended for survey control.
 CZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1990.See file dsdata.txt to determine how the superseded data were derived.
 CZ1990
 CZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7062490474(NAD 83)
 CZ1990_MARKER: DS = TRIANGULATION STATION DISK
 CZ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1990_SP_SET: CONCRETE POST
 CZ1990_STAMPING: GLO E 2 1973
 CZ1990_MARK LOGO: NGS   
 CZ1990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1990+STABILITY: SURFACE MOTION
 CZ1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1990+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 CZ1990
 CZ1990  HISTORY     - Date     Condition        Report By
 CZ1990  HISTORY     - 1973     MONUMENTED       NGS
 CZ1990  HISTORY     - 1973     GOOD             NGS
 CZ1990  HISTORY     - 19910212 GOOD             NGS
 CZ1990
 CZ1990                          STATION DESCRIPTION
 CZ1990
 CZ1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ1990'THE STATION IS LOCATED 8-1/2 MILES SOUTH OF RED ROCK, 5 MILES
 CZ1990'WEST OF MARANA AND ABOUT 1 MILE SOUTH OF THE SANTA CRUZ RIVER.
 CZ1990'IT IS ON THE SOUTH SIDE OF TRICO MARANA ROAD ABOUT 0.05 MILE
 CZ1990'EAST OF A 5 POINT INTERSECTION.
 CZ1990'
 CZ1990'THE STATION MARK IS A STANDARD DISK STAMPED, GLO E 2 1973.  IT
 CZ1990'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1990'1 INCH.  IT IS 72 PACES EAST OF THE CENTER OF THE 5-POINT
 CZ1990'INTERSECTION, 33 FEET SOUTH OF OF THE CENTER OF TRICO MARANA ROAD
 CZ1990'AND 2 FEET WEST OF WITNESS POST AND SIGN.
 CZ1990'
 CZ1990'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GLO E NO 2 1935.
 CZ1990'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1990'6 INCHES.  IT IS 55 FEET SOUTH OF THE CENTER OF TRICO MARANA
 CZ1990'ROAD, 37 FEET NORTHEAST OF A POWER POLE AND 16 FEET SOUTH OF A
 CZ1990'TRACK ROAD.
 CZ1990'
 CZ1990'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GLO E NO 3 1959.
 CZ1990'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1990'3 INCHES.  IT IS 53 FEET NORTHEAST OF THE CENTER OF THE 5-POINT
 CZ1990'INTERSECTION, 6 FEET WEST OF A POWER POLE AND 2 FEET SOUTH OF
 CZ1990'THE NORTH RIGHT OF WAY FENCE LINE.
 CZ1990'
 CZ1990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GLO E 1959.  IT
 CZ1990'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 6
 CZ1990'INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF TRICO MARANA
 CZ1990'ROAD, 2.4 FEET WEST OF A POWER POLE AND 1.5 FEET SOUTH OF A
 CZ1990'WITNESS POST AND SIGN.
 CZ1990'
 CZ1990'TO REACH THE STATION FROM THE INTERSECTION OF STANDARIO ROAD
 CZ1990'AND TRICO MARANA ROAD, GO WEST ALONG TRICO MARANA ROAD FOR
 CZ1990'4.05 MILES TO THE BRIDGE OVER THE SANTA CRUZ RIVER, CONTINUE
 CZ1990'AHEAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CZ1990'AHEAD FOR 0.7 MILES TO THE STATION ON THE LEFT JUST BEFORE
 CZ1990'REACHING A 5-POINT INTERSECTION.
 CZ1990'
 CZ1990'NOTE.  THE ROUTE TO STATION STARTS FROM MARANA.
 CZ1990'
 CZ1990'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1990
 CZ1990                          STATION RECOVERY (1973)
 CZ1990
 CZ1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CZ1990'RECOVERED IN GOOD CONDITION.
 CZ1990
 CZ1990                          STATION RECOVERY (1991)
 CZ1990
 CZ1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1990'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST.(EXIT
 CZ1990'258), TRAVEL NORTH (WEST BOUND) ON I-10 APPROX 22 MI (35.4 KM) TO
 CZ1990'TRICO-MARANA RD EXIT 236, WEST ON TRICO-MARANA RD APPROX 6 MI
 CZ1990'(9.7 KM) TO SILVER BELL RD, MARKER IS 200 FT (61.0 M) EAST OF
 CZ1990'SILVERBELL RD, 25 FT (7.6 M) SOUTH OF TRICO-MARANA RD, 3 FT (0.9 M)
 CZ1990'NORTH OF A BARB WIRE FENCE. TOWNSHIP 11 SOUTH, RANGE 10 EAST, SECTION
 CZ1990'27.
 CZ1990'MARKER IS A STANDARD 3-1/2 INCH BRONZE DISK SET IN THE TOP OF A
 CZ1990'CONCRETE POST, FLUSH, STAMPED GLO E 2 1973
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0581 ***********************************************************************
 CZ0581  DESIGNATION -  GLO E RM 1
 CZ0581  PID         -  CZ0581
 CZ0581  STATE/COUNTY-  AZ/PIMA
 CZ0581  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0581
 CZ0581                         *CURRENT SURVEY CONTROL
 CZ0581  ___________________________________________________________________
 CZ0581* NAD 83(1986)-  32 27 03.     (N)    111 18 45.     (W)     SCALED    
 CZ0581* NAVD 88     -       589.96   (+/-2cm)    1935.6    (feet)  VERTCON   
 CZ0581  ___________________________________________________________________
 CZ0581  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0581
 CZ0581.The horizontal coordinates were scaled from a topographic map and have
 CZ0581.an estimated accuracy of +/- 6 seconds.
 CZ0581
 CZ0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0581.The vertical order pertains to the NGVD 29 superseded value.
 CZ0581
 CZ0581.The geoid height was determined by GEOID03.
 CZ0581
 CZ0581;                    North         East    Units  Estimated Accuracy
 CZ0581;SPC AZ C     -   161,020.      270,160.      MT  (+/- 180 meters Scaled)
 CZ0581
 CZ0581                          SUPERSEDED SURVEY CONTROL
 CZ0581
 CZ0581  NGVD 29 (??/??/92)  589.43   (m)         1933.8    (f) COMPUTED    2 0
 CZ0581
 CZ0581.Superseded values are not recommended for survey control.
 CZ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0581.See file dsdata.txt to determine how the superseded data were derived.
 CZ0581
 CZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA706904(NAD 83)
 CZ0581_MARKER: DR = REFERENCE MARK DISK
 CZ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0581_STAMPING: G.L.O. E NO. 1 1935
 CZ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0581+STABILITY: SURFACE MOTION
 CZ0581
 CZ0581  HISTORY     - Date     Condition        Report By
 CZ0581  HISTORY     - 1935     MONUMENTED       CGS
 CZ0581  HISTORY     - 1951     GOOD             NGS
 CZ0581
 CZ0581                          STATION DESCRIPTION
 CZ0581
 CZ0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0581'11.8 MI W FROM RILLITO.
 CZ0581'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0581'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0581'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 10.3 MILES
 CZ0581'NORTHWEST ACROSS MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD, 0.75
 CZ0581'MILE NORTHWEST OF THE TRICO COOPERATIVE POWER PLANT, 82.9 FEET NORTH
 CZ0581'OF (RM NO 2), 61.9 FEET EAST OF THE STATION, 7 FEET SOUTH OF THE
 CZ0581'CENTER LINE OF THE TRACK ROAD LEADING EAST, AND ABOUT LEVEL WITH THE
 CZ0581'MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0581'ABOVE THE GROUND, NOTE-- THIS MARK HAS BEEN HIT AND IS AT A 30 DEG
 CZ0581'ANGLE WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0582 ***********************************************************************
 CZ0582  DESIGNATION -  GLO E RM 2
 CZ0582  PID         -  CZ0582
 CZ0582  STATE/COUNTY-  AZ/PIMA
 CZ0582  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0582
 CZ0582                         *CURRENT SURVEY CONTROL
 CZ0582  ___________________________________________________________________
 CZ0582* NAD 83(1986)-  32 27 03.     (N)    111 18 47.     (W)     SCALED    
 CZ0582* NAVD 88     -       589.81   (+/-2cm)    1935.1    (feet)  VERTCON   
 CZ0582  ___________________________________________________________________
 CZ0582  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0582
 CZ0582.The horizontal coordinates were scaled from a topographic map and have
 CZ0582.an estimated accuracy of +/- 6 seconds.
 CZ0582
 CZ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0582.The vertical order pertains to the NGVD 29 superseded value.
 CZ0582
 CZ0582.The geoid height was determined by GEOID03.
 CZ0582
 CZ0582;                    North         East    Units  Estimated Accuracy
 CZ0582;SPC AZ C     -   161,020.      270,110.      MT  (+/- 180 meters Scaled)
 CZ0582
 CZ0582                          SUPERSEDED SURVEY CONTROL
 CZ0582
 CZ0582  NGVD 29 (??/??/92)  589.28   (m)         1933.3    (f) COMPUTED    2 0
 CZ0582
 CZ0582.Superseded values are not recommended for survey control.
 CZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0582.See file dsdata.txt to determine how the superseded data were derived.
 CZ0582
 CZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA705904(NAD 83)
 CZ0582_MARKER: DR = REFERENCE MARK DISK
 CZ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0582_STAMPING: G.L.O. E NO. 2 1935
 CZ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0582+STABILITY: SURFACE MOTION
 CZ0582
 CZ0582  HISTORY     - Date     Condition        Report By
 CZ0582  HISTORY     - 1935     MONUMENTED       CGS
 CZ0582  HISTORY     - 1951     GOOD             NGS
 CZ0582
 CZ0582                          STATION DESCRIPTION
 CZ0582
 CZ0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0582'11.8 MI W FROM RILLITO.
 CZ0582'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0582'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0582'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 10.3 MILES
 CZ0582'NORTHWEST ACROSS THE MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD,
 CZ0582'0.75 MILE NORTHWEST OF THE TRICO COOPERATIVE POWER PLANT, 82.9 FEET
 CZ0582'SOUTH OF (RM NO. 1), 73 1/25 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0582'MAIN ROAD, 63.4 FEET SOUTH SOUTHEAST OF THE STATION, AND ABOUT LEVEL
 CZ0582'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ0582'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0496 ***********************************************************************
 ER0496  DESIGNATION -  GLO STATION 2
 ER0496  PID         -  ER0496
 ER0496  STATE/COUNTY-  AZ/APACHE
 ER0496  USGS QUAD   -  CONCHO (1984)
 ER0496
 ER0496                         *CURRENT SURVEY CONTROL
 ER0496  ___________________________________________________________________
 ER0496* NAD 83(1992)-  34 28 48.66688(N)    109 31 28.24066(W)     ADJUSTED  
 ER0496* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 ER0496  ___________________________________________________________________
 ER0496  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 ER0496  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 ER0496  HORZ ORDER  -  SECOND
 ER0496
 ER0496.The horizontal coordinates were established by classical geodetic methods
 ER0496.and adjusted by the National Geodetic Survey in August 1993.
 ER0496
 ER0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0496
 ER0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0496
 ER0496.The geoid height was determined by GEOID03.
 ER0496
 ER0496;                    North         East     Units Scale Factor Converg.
 ER0496;SPC AZ E     -   386,101.033   272,344.036   MT  0.99994287   +0 21 48.8
 ER0496;SPC AZ E     - 1,266,735.67    893,517.18   iFT  0.99994287   +0 21 48.8
 ER0496;UTM  12      - 3,816,387.840   635,492.114   MT  0.99982628   +0 50 07.6
 ER0496
 ER0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0496!SPC AZ E     -   0.99970503  x   0.99994287  =   0.99964792
 ER0496!UTM  12      -   0.99970503  x   0.99982628  =   0.99953136
 ER0496
 ER0496|---------------------------------------------------------------------|
 ER0496| PID    Reference Object                     Distance      Geod. Az  |
 ER0496|                                                           dddmmss.s |
 ER0496| ER0499 GLO STATION 2 RM 1                  152.824 METERS 00516     |
 ER0496| ER0497 GLO STATION 2 RM 2                  392.030 METERS 09312     |
 ER0496| ER0501 MAL                                 APPROX. 3.8 KM 2885427.4 |
 ER0496|---------------------------------------------------------------------|
 ER0496
 ER0496                          SUPERSEDED SURVEY CONTROL
 ER0496
 ER0496  NAD 83(1986)-  34 28 48.66541(N)    109 31 28.24865(W) AD(       ) 2
 ER0496  NAD 27      -  34 28 48.54854(N)    109 31 25.85629(W) AD(       ) 2
 ER0496  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG    3  
 ER0496
 ER0496.Superseded values are not recommended for survey control.
 ER0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0496.See file dsdata.txt to determine how the superseded data were derived.
 ER0496
 ER0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3549216388(NAD 83)
 ER0496
 ER0496  HISTORY     - Date     Condition        Report By
 ER0496  HISTORY     - 1934     MONUMENTED       CGS
 ER0496  HISTORY     - 1936     GOOD             CGS
 ER0496  HISTORY     - 1978     GOOD             AZDT
 ER0496
 ER0496                          STATION DESCRIPTION
 ER0496
 ER0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0496'THE STATION MARKS THE STANDARD CORNER OF T. 13 N, RS. 26, 27 E.
 ER0496'IT IS A G.L.O. TABLET SET IN A CONCRETE POST, AND IS 390.938
 ER0496'METERS (1,282.60 FEET) FROM G.L.O. STATION 2 ECCENTRIC
 ER0496
 ER0496                          STATION RECOVERY (1978)
 ER0496
 ER0496'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978
 ER0496'THE STATION WAS RECOVERED AS DESCRIBED.
 ER0496'THE OLD DISTANCE PUBLISHED BETWEEN GLO 2 AND
 ER0496'GLO 2 ECC WHICH IS RM 2 WAS FOUND TO BE IN ERROR BY MORE THAN 1 METER.
 ER0496'RM 1 WAS MEASURED BY EDM EQUIPMENT AT THIS TIME.  STATION HAM CAN
 ER0496'SERVE FOR AN AZIMUTH MARK.
 ER0496'
 ER0496'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA HIGHWAYS 180A
 ER0496'AND 61 IN CONCHO, TRAVEL EAST ALONG ARIZONA 61 FOR 5.3 MILES TO MILE
 ER0496'POST 377.6 AND A GATE ON RIGHT.  PASS THROUGH GATE AND PROCEED TO A
 ER0496'GATE IN SW CORNER OF CORRAL, PASS THROUGH AND CONTINUE A SHORT
 ER0496'DISTANCE TO A GATE IN THE NW CORNER OF A SECOND CORRAL.  PASS THROUGH
 ER0496'GATE AND GO SOUTH ALONG FENCE TO A TRAIL THAT LEADS SW FOR 1.0 MILE
 ER0496'THEN TURN WEST FOR ABOUT 100 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0497 ***********************************************************************
 ER0497  DESIGNATION -  GLO STATION 2 RM 2
 ER0497  PID         -  ER0497
 ER0497  STATE/COUNTY-  AZ/APACHE
 ER0497  USGS QUAD   -  CONCHO (1984)
 ER0497
 ER0497                         *CURRENT SURVEY CONTROL
 ER0497  ___________________________________________________________________
 ER0497* NAD 83(1992)-  34 28 47.95777(N)    109 31 12.90118(W)     ADJUSTED  
 ER0497* NAVD 88     -      1915.2    (meters)    6283.     (feet)  VERTCON   
 ER0497  ___________________________________________________________________
 ER0497  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 ER0497  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 ER0497  HORZ ORDER  -  SECOND
 ER0497
 ER0497.The horizontal coordinates were established by classical geodetic methods
 ER0497.and adjusted by the National Geodetic Survey in August 1993.
 ER0497
 ER0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0497
 ER0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0497
 ER0497.The geoid height was determined by GEOID03.
 ER0497
 ER0497;                    North         East     Units Scale Factor Converg.
 ER0497;SPC AZ E     -   386,081.676   272,735.565   MT  0.99994344   +0 21 57.5
 ER0497;SPC AZ E     - 1,266,672.17    894,801.72   iFT  0.99994344   +0 21 57.5
 ER0497;UTM  12      - 3,816,371.710   635,883.744   MT  0.99982759   +0 50 16.2
 ER0497
 ER0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0497!SPC AZ E     -   0.99970312  x   0.99994344  =   0.99964657
 ER0497!UTM  12      -   0.99970312  x   0.99982759  =   0.99953076
 ER0497
 ER0497|---------------------------------------------------------------------|
 ER0497| PID    Reference Object                     Distance      Geod. Az  |
 ER0497|                                                           dddmmss.s |
 ER0497| ER0496 GLO STATION 2                       392.030 METERS 27312     |
 ER0497| ER0501 MAL                                 APPROX. 4.2 KM 2872811.8 |
 ER0497| ER0499 GLO STATION 2 RM 1                  415.588 METERS 2944526.3 |
 ER0497|---------------------------------------------------------------------|
 ER0497
 ER0497                          SUPERSEDED SURVEY CONTROL
 ER0497
 ER0497  NAD 83(1986)-  34 28 47.95632(N)    109 31 12.90917(W) AD(       ) 2
 ER0497  NAD 27      -  34 28 47.83954(N)    109 31 10.51959(W) AD(       ) 2
 ER0497  NGVD 29 (07/19/86) 1914.3    (m)         6280.     (f) VERT ANG    3  
 ER0497
 ER0497.Superseded values are not recommended for survey control.
 ER0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0497.See file dsdata.txt to determine how the superseded data were derived.
 ER0497
 ER0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3588416372(NAD 83)
 ER0497_MARKER: DS = TRIANGULATION STATION DISK
 ER0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0497+STABILITY: SURFACE MOTION
 ER0497
 ER0497  HISTORY     - Date     Condition        Report By
 ER0497  HISTORY     - 1934     MONUMENTED       USGLO
 ER0497  HISTORY     - 1936     GOOD             CGS
 ER0497  HISTORY     - 1978     GOOD             AZDT
 ER0497  HISTORY     - 1982     GOOD             AZDT
 ER0497
 ER0497                          STATION DESCRIPTION
 ER0497
 ER0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0497'THE STATION IS REFERENCE MARK NO 2 FOR G.L.O. STATION 2.  IT
 ER0497'IS A G.L.O. REFERENCE TABLET SET IN A CONCRETE POST.
 ER0497'
 ER0497'G.L.O. STATION 2 IS IN A N-S FENCE LINE AND 390.938 METERS
 ER0497'(1,282.60 FEET) FROM THE STATION N 86 DEG 49 MIN W.
 ER0497'
 ER0497'G.L.O. REFERENCE MARK NO. 1, A TABLET SET IN A CONCRETE POST,
 ER0497'IS 0.1 MILE N OF G.L.O. STATION 2, 15 STEPS E OF FENCE LINE
 ER0497'AND N 65 DEG 14 MIN W FROM THE ECCENTRIC STATION.
 ER0497'
 ER0497'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 ER0497'260 AND STATE HIGHWAY 61 IN ST. JOHNS, ARIZONA, GO W 9.6 MILES
 ER0497'ON U.S. HIGHWAY 260, TURN LEFT OFF THE HIGHWAY, CIRCLE TO THE
 ER0497'RIGHT OF A LOW HILL, AND GO SE ABOUT 0.5 MILE TO THE TOP OF
 ER0497'THE HILL AND THE STATION.
 ER0497
 ER0497                          STATION RECOVERY (1978)
 ER0497
 ER0497'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978
 ER0497'THE STATION WAS RECOVERED AS DESCRIBED.
 ER0497'RM 1 WAS MEASURED WITH EDM EQUIPMENT AND AN ERROR GREATER THAN
 ER0497'1 METER WAS FOUND IN THE PUBLISHED DISTANCE BETWEEN THIS STATION AND
 ER0497'GLO 2.
 ER0497'
 ER0497'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180 AND 666
 ER0497'AND AZ HIGHWAY 61 IN ST. JOHNS, TRAVEL WEST ALONG 61 FOR 9.05 MILES
 ER0497'TO MILE POST 377.6 AND A GATE ON LEFT.  PASS THROUGH GATE AND LEAVE
 ER0497'CORRAL AT SW CORNER INTO A SECOND CORRAL PASS THROUGH GATE AND TRAVEL
 ER0497'SOUTH ALONG FENCE TO A TRAIL THAT LEADS SW, TURN RIGHT ON TRAIL FOR
 ER0497'0.9 MILE TO A LONE CEDAR 150 FEET WEST OF TRAIL AND RM 1.  THE STATION
 ER0497'IS DIRECTLY SOUTH OF THIS POINT, TURN LEFT UP THE LOW CEDAR RIDGE FOR
 ER0497'0.25 MILE TO TOP OF RIDGE AND STATION WHICH IS RM 2.
 ER0497
 ER0497                          STATION RECOVERY (1982)
 ER0497
 ER0497'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0497'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1993 ***********************************************************************
 DU1993  DESIGNATION -  GLOBE BLACK METAL STACK
 DU1993  PID         -  DU1993
 DU1993  STATE/COUNTY-  AZ/GILA
 DU1993  USGS QUAD   -  GLOBE (1982)
 DU1993
 DU1993                         *CURRENT SURVEY CONTROL
 DU1993  ___________________________________________________________________
 DU1993* NAD 83(1992)-  33 24 28.42117(N)    110 47 28.43658(W)     ADJUSTED  
 DU1993* NAVD 88     -              **(meters)            **(feet)            
 DU1993  ___________________________________________________________________
 DU1993  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DU1993  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU1993  HORZ ORDER  -  THIRD
 DU1993
 DU1993.The horizontal coordinates were established by classical geodetic methods
 DU1993.and adjusted by the National Geodetic Survey in August 1993.
 DU1993
 DU1993
 DU1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1993
 DU1993.The geoid height was determined by GEOID03.
 DU1993
 DU1993;                    North         East     Units Scale Factor Converg.
 DU1993;SPC AZ E     -   267,160.186   155,267.730   MT  0.99994159   -0 20 38.0
 DU1993;SPC AZ E     -   876,509.80    509,408.56   iFT  0.99994159   -0 20 38.0
 DU1993;UTM  12      - 3,696,527.152   519,411.987   MT  0.99960465   +0 06 53.8
 DU1993
 DU1993                          SUPERSEDED SURVEY CONTROL
 DU1993
 DU1993  NAD 83(1986)-  33 24 28.41603(N)    110 47 28.43773(W) AD(       ) 4
 DU1993  NAD 27      -  33 24 28.22000(N)    110 47 26.04000(W) AD(       ) 3
 DU1993
 DU1993.Superseded values are not recommended for survey control.
 DU1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1993.See file dsdata.txt to determine how the superseded data were derived.
 DU1993
 DU1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1941296527(NAD 83)
 DU1993_MARKER: 63 = STACK
 DU1993
 DU1993  HISTORY     - Date     Condition        Report By
 DU1993  HISTORY     - 1938     FIRST OBSERVED   CGS
 DU1993  HISTORY     - 19950726 GOOD             USPSQD
 DU1993  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DU1993
 DU1993                          STATION DESCRIPTION
 DU1993
 DU1993'DESCRIBED BY US POWER SQUADRON 1995
 DU1993'RECOVERED IN GOOD CONDITION.
 DU1993
 DU1993                          STATION RECOVERY (2006)
 DU1993
 DU1993'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1993'THE STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0078 ***********************************************************************
 EU0078  DESIGNATION -  GLOFF
 EU0078  PID         -  EU0078
 EU0078  STATE/COUNTY-  AZ/MOHAVE
 EU0078  USGS QUAD   -  YUCCA (1970)
 EU0078
 EU0078                         *CURRENT SURVEY CONTROL
 EU0078  ___________________________________________________________________
 EU0078* NAD 83(1992)-  34 51 57.01350(N)    114 08 21.90374(W)     ADJUSTED  
 EU0078* NAVD 88     -       572.189  (meters)    1877.26   (feet)  ADJUSTED  
 EU0078  ___________________________________________________________________
 EU0078  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 EU0078  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EU0078  DYNAMIC HT  -         571.550 (meters)    1875.16  (feet)  COMP
 EU0078  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 EU0078
 EU0078  HORZ ORDER  -  SECOND
 EU0078  VERT ORDER  -  FIRST     CLASS II
 EU0078
 EU0078.The horizontal coordinates were established by classical geodetic methods
 EU0078.and adjusted by the National Geodetic Survey in August 1993.
 EU0078
 EU0078.The orthometric height was determined by differential leveling
 EU0078.and adjusted in June 1991.
 EU0078
 EU0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0078
 EU0078.The geoid height was determined by GEOID03.
 EU0078
 EU0078.The dynamic height is computed by dividing the NAVD 88
 EU0078.geopotential number by the normal gravity value computed on the
 EU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0078.degrees latitude (g = 980.6199 gals.).
 EU0078
 EU0078.The modeled gravity was interpolated from observed gravity values.
 EU0078
 EU0078;                    North         East     Units Scale Factor Converg.
 EU0078;SPC AZ W     -   428,775.219   177,755.122   MT  0.99994895   -0 13 21.4
 EU0078;SPC AZ W     - 1,406,742.84    583,186.10   iFT  0.99994895   -0 13 21.4
 EU0078;UTM  11      - 3,861,898.571   761,496.149   MT  1.00044287   +1 38 10.3
 EU0078
 EU0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0078!SPC AZ W     -   0.99991487  x   0.99994895  =   0.99986382
 EU0078!UTM  11      -   0.99991487  x   1.00044287  =   1.00035770
 EU0078
 EU0078:                Primary Azimuth Mark                     Grid Az
 EU0078:SPC AZ W     -  YUCCA AIRPORT WATER TANK                 024 12 54.0
 EU0078:UTM  11      -  YUCCA AIRPORT WATER TANK                 022 21 22.3
 EU0078
 EU0078|---------------------------------------------------------------------|
 EU0078| PID    Reference Object                     Distance      Geod. Az  |
 EU0078|                                                           dddmmss.s |
 EU0078| EU0913 YUCCA AIRPORT WATER TANK            APPROX. 1.8 KM 0235932.6 |
 EU0078| EU0727 GLOFF RM 3                            9.427 METERS 06638     |
 EU0078| EU0079 GLOFF RM 1                           31.699 METERS 24257     |
 EU0078| EU0076 GLOFF AZ MK                                        3045508.0 |
 EU0078| EU0908 YUCCA RAILROAD WATER TANK           APPROX. 1.7 KM 3061029.0 |
 EU0078| CC5313 T11N R18W SECS 12 13 1/4 COR         29.925 METERS 31255     |
 EU0078|---------------------------------------------------------------------|
 EU0078
 EU0078                          SUPERSEDED SURVEY CONTROL
 EU0078
 EU0078  NAD 83(1986)-  34 51 57.01318(N)    114 08 21.90888(W) AD(       ) 2
 EU0078  NAD 27      -  34 51 56.99400(N)    114 08 19.08100(W) AD(       ) 2
 EU0078  NGVD 29 (??/??/??)  571.467  (m)         1874.89   (f) ADJUSTED    1 2
 EU0078
 EU0078.Superseded values are not recommended for survey control.
 EU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0078.See file dsdata.txt to determine how the superseded data were derived.
 EU0078
 EU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6149661899(NAD 83)
 EU0078_MARKER: DS = TRIANGULATION STATION DISK
 EU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0078_STAMPING: GLOFF 1945
 EU0078_MARK LOGO: CGS   
 EU0078_PROJECTION: PROJECTING 15 CENTIMETERS
 EU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0078+STABILITY: SURFACE MOTION
 EU0078
 EU0078  HISTORY     - Date     Condition        Report By
 EU0078  HISTORY     - 1945     MONUMENTED       CGS
 EU0078  HISTORY     - 1961     GOOD             CGS
 EU0078  HISTORY     - 1961     GOOD             NGS
 EU0078  HISTORY     - 1968     GOOD             AZHD
 EU0078  HISTORY     - 1971     GOOD             NGS
 EU0078  HISTORY     - 1981     GOOD             NGS
 EU0078
 EU0078                          STATION DESCRIPTION
 EU0078
 EU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0078'STATION IS LOCATED ABOUT 1 MILE SE OF YUCCA, ALONG THE
 EU0078'YUCCA-SIGNAL ROAD, AND ABOUT 100 FEET SE OF THE QUARTER CORNER
 EU0078'OF SECTIONS 12 AND 13.
 EU0078'
 EU0078'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 EU0078'PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED GLOFF 1945.
 EU0078'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 EU0078'
 EU0078'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0078'POST PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED GLOFF NO
 EU0078'1 1945.
 EU0078'
 EU0078'REFERENCE MARK 2 IS A GENERAL LAND OFFICE BRONZE DISK RIVETED TO
 EU0078'A 3-INCH IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND AND IS
 EU0078'STAMPED T 11 N R 18 W S 13 S 13 1915.
 EU0078'
 EU0078'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE CYLINDER
 EU0078'PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED GLOFF 1945.
 EU0078'IT IS 39 FEET NE OF THE CENTER LINE OF ROAD AND 17 FEET NE OF A
 EU0078'4- BY 4-INCH WOODEN WITNESS POST.
 EU0078'
 EU0078'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON GRADED
 EU0078'ROAD TOWARD SIGNAL FOR 0.8 MILE TO STATION ON LEFT, ABOUT 100
 EU0078'FEET SE OF FENCE CORNER ON LEFT.  STATION IS 43 FEET NE OF THE
 EU0078'CENTER LINE OF GRADED ROAD AND 15 FEET SW OF A FENCE.
 EU0078'
 EU0078'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 EU0078
 EU0078                          STATION RECOVERY (1961)
 EU0078
 EU0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0078'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EU0078'CONDITION.  REFERENCE MARK NUMBER 2 APPEARED TO HAVE BEEN
 EU0078'DISTURBED, A DIFFERENCE IN THE DIRECTION TO REFERENCE MARK 2 WAS
 EU0078'FOUND, A SECOND SET OF OBSERVATIONS WERE TAKEN AND THE RESULTS
 EU0078'MEANED.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO BOTH REFERENCE
 EU0078'MARKS.
 EU0078'
 EU0078'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 EU0078'
 EU0078'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF YUCCA AND IS NOW
 EU0078'ON THE FORD PROVING GROUNDS PROPERTY.
 EU0078'
 EU0078'TO REACH THE STATION FROM THE POST OFFICE IN YUCCA, GO SOUTHEAST
 EU0078'FOR 0.3 MILE TO U.S. HIGHWAY 66, TURN LEFT AND GO 0.45 MILE TO
 EU0078'THE MAIN ENTRANCE TO THE FORD PROVING GROUNDS ON THE RIGHT.  HERE
 EU0078'PASS THROUGH GUARDED GATE AND GO ABOUT 100 FEET, TURN RIGHT GO
 EU0078'SOUTH AND EAST ON A DIRT ROAD FOR 0.3 MILE, TURN RIGHT (SOUTH)
 EU0078'ALONG THE EAST SIDE OF A FENCE ON A BLADED ROAD FOR 0.6 MILE TO
 EU0078'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON BLADED ROAD FOR
 EU0078'0.35 MILE TO A FENCE CORNER AND STATION ABOUT 100 FEET
 EU0078'EAST-SOUTHEAST OF A FENCE CORNER.
 EU0078'
 EU0078'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR 0.4
 EU0078'MILE TO THE MARK AS DESCRIBED.
 EU0078'
 EU0078'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF A
 EU0078'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS
 EU0078'STAMPED GLOFF 1945.  THE MARK IS 98.4 FEET SOUTHEAST OF A FENCE
 EU0078'CORNER, 49 FEET NORTH OF THE CENTER OF A WASH, 80 FEET EAST OF A
 EU0078'WITNESS POST, 37 FEET EAST OF A TRACK ROAD AND IS SURROUNDED BY
 EU0078'THREE YELLOWPOSTS.
 EU0078'
 EU0078'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 EU0078'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 6-INCHES AND IS
 EU0078'STAMPED GLOFF NO 1 1945.  THE MARK IS 116 FEET SOUTH-SOUTHWEST
 EU0078'OF A FENCE CORNER, 84 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND
 EU0078'21 FEET WEST OF A FENCE.
 EU0078'
 EU0078'REFERENCE MARK 2, A GENERAL LAND OFFICE BRONZE DISK RIVETED TO
 EU0078'A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 10-INCHES ABOVE THE
 EU0078'GROUND AND IS STAMPED T 11 N, R 18 W, S 12 AND S 13, 1915.  THE
 EU0078'MARK IS 33 FEET NORTH OF A WITNESS POST AND 1 FOOT SOUTHWEST OF
 EU0078'A FENCE CORNER.
 EU0078'
 EU0078'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12-INCH
 EU0078'SQUARE CONCRETE POST WHICH PROJECTS 6-INCHES AND IS STAMPED GLOFF
 EU0078'1945.  THE MARK IS 39 FEET NORTHEAST OF THE CENTER OF A GRADED
 EU0078'ROAD, 17 FEET NORTHEAST OF A WOODEN WITNESS POST, 17 FEET
 EU0078'SOUTHWEST OF THE CENTER OF A GRADED ROAD, 1.6 FEET EAST OF A
 EU0078'METAL WITNESS POST AND ABOUT 70 PACES SOUTHEAST OF A NORTH AND
 EU0078'SOUTH FENCE.
 EU0078
 EU0078                          STATION RECOVERY (1961)
 EU0078
 EU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0078'1 MI SE FROM YUCCA.
 EU0078'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0078'THENCE 0.10 MILE SOUTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 0.6
 EU0078'MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD NOW ABANDONED, ON
 EU0078'WHAT IS NOW THE PROPERTY OF THE FORD PROVING GROUND, AND NEAR
 EU0078'A FENCE CORNER, 45 FEET NORTHEAST OF THE CENTER OF THE OLD
 EU0078'YUCCA-SIGNAL ROAD, 97 FEET EAST OF THE FENCE CORNER, 78 FEET
 EU0078'SOUTHEAST OF THE FENCE, 79.0 FEET EAST OF A METAL WITNESS POST,
 EU0078'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 EU0078'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK CAN NOT BE
 EU0078'REACHED BY TRUCK BY FOLLOWING ABOVE DESCRIPTION.  TO REACH BY
 EU0078'TRUCK GO 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0078'YUCCA, THENCE 0.5 MILE NORTH ALONG U.S. HIGHWAY 66 TO THE FORD
 EU0078'PROVING GROUND GUARD GATE, THENCE ABOUT 100 YARDS EAST ALONG
 EU0078'THE MAIN ROAD, THENCE 0.25 MILE SOUTH AND SOUTHEAST ALONG A
 EU0078'SAND ROAD, THENCE 0.6 MILE SOUTH ALONG A SAND ROAD, THENCE 0.35
 EU0078'MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD.
 EU0078
 EU0078                          STATION RECOVERY (1968)
 EU0078
 EU0078'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 EU0078'GENERAL LOCATION THE STATION, REFERENCE AND AZIMUTH MARK WERE
 EU0078'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 EU0078
 EU0078                          STATION RECOVERY (1971)
 EU0078
 EU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0078'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 EU0078'IN GOOD CONDITION.  REFERENCE MARK 1 WAS DESTROYED BY GRADING
 EU0078'AND THE DISK WAS REMOVED FROM THE MONUMENT AT THIS TIME.  THE
 EU0078'G.L.O. CORNER HAS BEEN DISTURBED AND IS LEANING AT THIS TIME.
 EU0078'THE STATION WAS OCCUPIED AND R.M. 3 ESTABLISHED.
 EU0078'
 EU0078'THE STATION MARK IS A STANDARD DISK STAMPED, GLOFF 1945.  IT IS
 EU0078'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 EU0078'ABOUT 3 INCHES.  THE MARK IS 98 FEET SOUTHEAST OF FENCE CORNER,
 EU0078'80 FEET EAST OF A NORTH-SOUTH FENCE LINE, 49 FEET NORTH OF A WASH
 EU0078'AND SET IN THE CENTER OF A TRIANGLE FORMED BY 3 IRON POSTS.
 EU0078'
 EU0078'REFERENCE MARK 2 IS G.L.O. DISK STAMPED, T 11 N, R 18 W, S 13
 EU0078'1915.  THE MARK IS SET IN THE FENCE CORNER.
 EU0078'
 EU0078'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GLOFF NO 3 1945
 EU0078'1971.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 EU0078'PROJECTS 5 INCHES.  IT IS 98 FEET NORTHEAST OF FENCE CORNER, 60
 EU0078'FEET NORTH OF THE WASH AND 39 FEET SOUTHWEST OF THE GRADED ROAD.
 EU0078'
 EU0078'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GLOFF 1945.  IT IS
 EU0078'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 EU0078'5 INCHES.  IT IS 39 FEET NORTHEAST OF A GRADED ROAD AND 1-1/2
 EU0078'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS 0.4 MILE
 EU0078'NORTHWEST OF THE STATION ALONG A GRADED ROAD WHICH IS CLOSED BY
 EU0078'FENCES.
 EU0078'
 EU0078'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 40, YUCCA-ALAMO
 EU0078'OVER CROSSING, EXIT SOUTH AND CONTINUE SOUTH FOR 0.6 MILE ALONG
 EU0078'A GRADED ROAD TO THE SOUTH-EAST CORNER OF A FENCED ENCLOSURE
 EU0078'AND REFERENCE MARK 2 THE STATION IS ACROSS THE FENCE AND A
 EU0078'GRADED ROAD.
 EU0078'
 EU0078'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EU0078'
 EU0078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 EU0078'SOUTHEAST OF YUCCA.
 EU0078
 EU0078                          STATION RECOVERY (1981)
 EU0078
 EU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0078'IN YUCCA, 1.85 KM (1.15 MI) SOUTHEAST ALONG A DIRT ROAD PARALLELING A
 EU0078'CHAIN LINK FENCE AROUND THE FORD AUTOMOTIVE PROVING GROUNDS FROM THE
 EU0078'MAIN ENTRANCE TO THE GROUNDS, 30.0 METERS (98.5 FT) SOUTHEAST OF A
 EU0078'CORNER IN THE CHAIN LINK FENCE, 19.4 METERS (63.5 FT) EAST OF THE
 EU0078'FENCE LINE, 14.9 METERS (49.0 FT) NORTH OF THE CENTERLINE OF A WASH,
 EU0078'13.0 METERS (42.5 FT) EAST OF THE CENTERLINE OF A DIRT ROAD, 9.4
 EU0078'METERS (30.9 FT) WEST OF REFERENCE MARK 3.
 EU0078'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 EU0078'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0076 ***********************************************************************
 EU0076  DESIGNATION -  GLOFF AZ MK
 EU0076  PID         -  EU0076
 EU0076  STATE/COUNTY-  AZ/MOHAVE
 EU0076  USGS QUAD   -  YUCCA (1970)
 EU0076
 EU0076                         *CURRENT SURVEY CONTROL
 EU0076  ___________________________________________________________________
 EU0076* NAD 83(1986)-  34 52 08.     (N)    114 08 42.     (W)     SCALED    
 EU0076* NAVD 88     -       563.853  (meters)    1849.91   (feet)  ADJUSTED  
 EU0076  ___________________________________________________________________
 EU0076  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EU0076  DYNAMIC HT  -         563.223 (meters)    1847.84  (feet)  COMP
 EU0076  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 EU0076
 EU0076  VERT ORDER  -  FIRST     CLASS II
 EU0076
 EU0076.The horizontal coordinates were scaled from a topographic map and have
 EU0076.an estimated accuracy of +/- 6 seconds.
 EU0076
 EU0076.The orthometric height was determined by differential leveling
 EU0076.and adjusted in June 1991.
 EU0076
 EU0076.The geoid height was determined by GEOID03.
 EU0076
 EU0076.The dynamic height is computed by dividing the NAVD 88
 EU0076.geopotential number by the normal gravity value computed on the
 EU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0076.degrees latitude (g = 980.6199 gals.).
 EU0076
 EU0076.The modeled gravity was interpolated from observed gravity values.
 EU0076
 EU0076;                    North         East    Units  Estimated Accuracy
 EU0076;SPC AZ W     -   429,120.      177,250.      MT  (+/- 180 meters Scaled)
 EU0076
 EU0076                          SUPERSEDED SURVEY CONTROL
 EU0076
 EU0076  NGVD 29 (??/??/??)  563.131  (m)         1847.54   (f) ADJUSTED    1 2
 EU0076
 EU0076.Superseded values are not recommended for survey control.
 EU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0076.See file dsdata.txt to determine how the superseded data were derived.
 EU0076
 EU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU609622(NAD 83)
 EU0076_MARKER: DZ = AZIMUTH MARK DISK
 EU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0076_STAMPING: GLOFF 1945
 EU0076_MARK LOGO: CGS   
 EU0076_PROJECTION: PROJECTING 20 CENTIMETERS
 EU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0076+STABILITY: SURFACE MOTION
 EU0076
 EU0076  HISTORY     - Date     Condition        Report By
 EU0076  HISTORY     - 1945     MONUMENTED       CGS
 EU0076  HISTORY     - 1961     GOOD             NGS
 EU0076  HISTORY     - 1981     GOOD             NGS
 EU0076
 EU0076                          STATION DESCRIPTION
 EU0076
 EU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0076'0.6 MI SE FROM YUCCA.
 EU0076'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0076'THENCE 0.10 MILES SOUTH ALONG U.S. HIGHWAY 66, THENCE 0.15 MILES
 EU0076'SOUTHEAST ALONG AN OLD ABANDONED YUCCA SIGNAL ROAD TO THE FENCE,
 EU0076'THENCE ABOUT 70 YARDS SOUTHEAST FROM THE FENCE ALONG THE ABANDONED
 EU0076'YUCCA SIGNAL ROAD, 39 FEET NORTH EAST OF THE CENTER OF THE
 EU0076'ABANDONED ROAD, 17 FEET SOUTHWEST OF THE CENTER OF A SAND ROAD,
 EU0076'1.6 FEET EAST OF A METAL WITNESS POST, 17 FEET NORTHEAST OF A
 EU0076'WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD
 EU0076'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 EU0076
 EU0076                          STATION RECOVERY (1981)
 EU0076
 EU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0076'IN YUCCA, 0.5 KM (0.3 MI) NORTH ALONG FRONTAGE ROAD FROM THE JUNCTION
 EU0076'OF ALAMO ROAD AND INTERSTATE HIGHWAY 40, THENCE 0.2 KM (0.1 MI)
 EU0076'CROSS-COUNTRY, ALSO 0.4 KM (0.25 MI) SOUTHEAST OF THE EAST END OF A
 EU0076'CONCRETE FOOT BRIDGE OVER INTERSTATE 40, 54.9 METERS (180 FT) EAST OF
 EU0076'A BARBED WIRE FENCE, 62.2 METERS (204 FT) WEST OF A CHAIN LINK FENCE,
 EU0076'11.9 METERS (39.0 FT) NORTHEAST OF THE CENTERLINE OF AN ABANDONED DIRT
 EU0076'ROAD.
 EU0076'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EU0076'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0079 ***********************************************************************
 EU0079  DESIGNATION -  GLOFF RM 1
 EU0079  PID         -  EU0079
 EU0079  STATE/COUNTY-  AZ/MOHAVE
 EU0079  USGS QUAD   -  YUCCA (1970)
 EU0079
 EU0079                         *CURRENT SURVEY CONTROL
 EU0079  ___________________________________________________________________
 EU0079* NAD 83(1986)-  34 51 55.     (N)    114 08 22.     (W)     SCALED    
 EU0079* NAVD 88     -       571.87   (+/-2cm)    1876.2    (feet)  VERTCON   
 EU0079  ___________________________________________________________________
 EU0079  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EU0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0079
 EU0079.The horizontal coordinates were scaled from a topographic map and have
 EU0079.an estimated accuracy of +/- 6 seconds.
 EU0079
 EU0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0079.The vertical order pertains to the NGVD 29 superseded value.
 EU0079
 EU0079.The geoid height was determined by GEOID03.
 EU0079
 EU0079;                    North         East    Units  Estimated Accuracy
 EU0079;SPC AZ W     -   428,710.      177,750.      MT  (+/- 180 meters Scaled)
 EU0079
 EU0079                          SUPERSEDED SURVEY CONTROL
 EU0079
 EU0079  NGVD 29 (??/??/??)  571.145  (m)         1873.83   (f) ADJUSTED    2 0
 EU0079
 EU0079.Superseded values are not recommended for survey control.
 EU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0079.See file dsdata.txt to determine how the superseded data were derived.
 EU0079
 EU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614618(NAD 83)
 EU0079_MARKER: DR = REFERENCE MARK DISK
 EU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0079_STAMPING: GLOFF NO 1 1945
 EU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0079+STABILITY: SURFACE MOTION
 EU0079
 EU0079  HISTORY     - Date     Condition        Report By
 EU0079  HISTORY     - 1945     MONUMENTED       CGS
 EU0079  HISTORY     - 1961     GOOD             NGS
 EU0079
 EU0079                          STATION DESCRIPTION
 EU0079
 EU0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0079'1 MI SE FROM YUCCA.
 EU0079'TO REACH BY TRUCK GO 0.3 MILE EAST ALONG A STREET FROM THE POST
 EU0079'OFFICE IN YUCCA, THENCE 0.5 MILE NORTH ALONG U.S. HIGHWAY 66 TO
 EU0079'THE FORD PROVING GROUND GUARD GATE, THENCE ABOUT 100 YARDS
 EU0079'EAST ALONG THE MAIN ROAD, THENCE 0.25 MILE SOUTH AND SOUTHEAST
 EU0079'ALONG A SAND ROAD, THENCE 0.6 MILE SOUTH ALONG A SAND ROAD,
 EU0079'THENCE 0.35 MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD.
 EU0079'NOTE-- ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0079'YUCCA, THENCE 0.10 MILE SOUTH ALONG U.S. HIGHWAY 66, THENCE ABOUT
 EU0079'0.6 MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD NOW ABANDONED,
 EU0079'ON WHAT IS NOW THE PROPERTY OF THE FORD PROVING GROUND, AND NEAR
 EU0079'A FENCE CORNER, 59 FEET SOUTH OF THE OLD YUCCA-SIGNAL ROAD,
 EU0079'21 FEET WEST-NORTHWEST OF A FENCE, 116 FEET SOUTH OF THE FENCE
 EU0079'CORNER, 104.1 FEET SOUTHWEST OF TRIANGULATION STATION GLOFF,
 EU0079'84.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 EU0079'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 EU0079'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0727 ***********************************************************************
 EU0727  DESIGNATION -  GLOFF RM 3
 EU0727  PID         -  EU0727
 EU0727  STATE/COUNTY-  AZ/MOHAVE
 EU0727  USGS QUAD   -  YUCCA (1970)
 EU0727
 EU0727                         *CURRENT SURVEY CONTROL
 EU0727  ___________________________________________________________________
 EU0727* NAD 83(1986)-  34 51 57.     (N)    114 08 22.     (W)     SCALED    
 EU0727* NAVD 88     -       572.254  (meters)    1877.47   (feet)  ADJUSTED  
 EU0727  ___________________________________________________________________
 EU0727  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EU0727  DYNAMIC HT  -         571.614 (meters)    1875.37  (feet)  COMP
 EU0727  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 EU0727
 EU0727  VERT ORDER  -  FIRST     CLASS II
 EU0727
 EU0727.The horizontal coordinates were scaled from a topographic map and have
 EU0727.an estimated accuracy of +/- 6 seconds.
 EU0727
 EU0727.The orthometric height was determined by differential leveling
 EU0727.and adjusted in June 1991.
 EU0727
 EU0727.The geoid height was determined by GEOID03.
 EU0727
 EU0727.The dynamic height is computed by dividing the NAVD 88
 EU0727.geopotential number by the normal gravity value computed on the
 EU0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0727.degrees latitude (g = 980.6199 gals.).
 EU0727
 EU0727.The modeled gravity was interpolated from observed gravity values.
 EU0727
 EU0727;                    North         East    Units  Estimated Accuracy
 EU0727;SPC AZ W     -   428,780.      177,750.      MT  (+/- 180 meters Scaled)
 EU0727
 EU0727                          SUPERSEDED SURVEY CONTROL
 EU0727
 EU0727.No superseded survey control is available for this station.
 EU0727
 EU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614618(NAD 83)
 EU0727_MARKER: DR = REFERENCE MARK DISK
 EU0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0727_SP_SET: CONCRETE POST
 EU0727_STAMPING: GLOFF NO 3 1945 1971
 EU0727_MARK LOGO: NGS   
 EU0727_PROJECTION: PROJECTING 15 CENTIMETERS
 EU0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0727+STABILITY: SURFACE MOTION
 EU0727
 EU0727  HISTORY     - Date     Condition        Report By
 EU0727  HISTORY     - 1971     MONUMENTED       NGS
 EU0727  HISTORY     - 1981     GOOD             NGS
 EU0727
 EU0727                          STATION DESCRIPTION
 EU0727
 EU0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0727'IN YUCCA.
 EU0727'IN YUCCA, 1.85 KM (1.15 MI) SOUTHEAST ALONG A DIRT ROAD PARALLELING A
 EU0727'CHAIN LINK FENCE AROUND THE FORD AUTOMOTIVE PROVING GROUNDS FROM THE
 EU0727'MAIN ENTRANCE, 29.9 METERS (98.0 FT) SOUTHEAST OF A CORNER IN THE
 EU0727'FENCE, 28.5 METERS (93.5 FT) EAST OF THE FENCE LINE, 22.1 METERS (72.5
 EU0727'FT) EAST OF THE CENTERLINE OF THE DIRT ROAD, 13.7 METERS (45.0 FT)
 EU0727'NORTH OF THE CENTERLINE OF A WASH, 9.4 METERS (30.9 FT) EAST OF THE
 EU0727'TRIANGULATION STATION.
 EU0727'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0657 ***********************************************************************
 FS0657  DESIGNATION -  GLOW
 FS0657  PID         -  FS0657
 FS0657  STATE/COUNTY-  AZ/MOHAVE
 FS0657  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0657
 FS0657                         *CURRENT SURVEY CONTROL
 FS0657  ___________________________________________________________________
 FS0657* NAD 83(1992)-  35 28 30.99333(N)    114 36 56.94920(W)     ADJUSTED  
 FS0657* NAVD 88     -       291.704  (meters)     957.03   (feet)  POSTED    
 FS0657  ___________________________________________________________________
 FS0657  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 FS0657  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0657  DYNAMIC HT  -         291.410 (meters)     956.07  (feet)  COMP
 FS0657  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 FS0657
 FS0657  HORZ ORDER  -  FIRST
 FS0657  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0657
 FS0657.The horizontal coordinates were established by classical geodetic methods
 FS0657.and adjusted by the National Geodetic Survey in August 1993.
 FS0657
 FS0657.The orthometric height was determined by differential leveling
 FS0657.and adjusted by the  in 1992.
 FS0657.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0657.rate of 3.1 thru 4.0 mm/km.
 FS0657
 FS0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0657
 FS0657.The geoid height was determined by GEOID03.
 FS0657
 FS0657.The dynamic height is computed by dividing the NAVD 88
 FS0657.geopotential number by the normal gravity value computed on the
 FS0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0657.degrees latitude (g = 980.6199 gals.).
 FS0657
 FS0657.The modeled gravity was interpolated from observed gravity values.
 FS0657
 FS0657;                    North         East     Units Scale Factor Converg.
 FS0657;SPC AZ W     -   496,659.509   134,784.938   MT  1.00000939   -0 30 09.0
 FS0657;SPC AZ W     - 1,629,460.33    442,207.80   iFT  1.00000939   -0 30 09.0
 FS0657;SPC NV E     - 8,080,886.233   287,801.450   MT  0.99999497   +0 33 41.5
 FS0657;SPC NV E     -26,512,040.92    944,228.59   sFT  0.99999497   +0 33 41.5
 FS0657;UTM  11      - 3,928,364.268   716,315.532   MT  1.00017667   +1 23 03.1
 FS0657
 FS0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0657!SPC AZ W     -   0.99995882  x   1.00000939  =   0.99996821
 FS0657!SPC NV E     -   0.99995882  x   0.99999497  =   0.99995379
 FS0657!UTM  11      -   0.99995882  x   1.00017667  =   1.00013548
 FS0657
 FS0657|---------------------------------------------------------------------|
 FS0657| PID    Reference Object                     Distance      Geod. Az  |
 FS0657|                                                           dddmmss.s |
 FS0657| FS0658 T29S R22W SECS 10 15 1/4 COR         11.918 METERS 16459     |
 FS0657| FS0659 GLOW RM 1                            10.642 METERS 24846     |
 FS0657| FS1170 MOUNT DAVIS                         APPROX. 7.0 KM 3495458.5 |
 FS0657|---------------------------------------------------------------------|
 FS0657
 FS0657                          SUPERSEDED SURVEY CONTROL
 FS0657
 FS0657  NAD 83(1986)-  35 28 30.99320(N)    114 36 56.93936(W) AD(       ) 1
 FS0657  NAD 27      -  35 28 31.01600(N)    114 36 54.04900(W) AD(       ) 1
 FS0657  NGVD 29 (??/??/92)  290.996  (m)          954.71   (f) ADJ UNCH    1 2
 FS0657
 FS0657.Superseded values are not recommended for survey control.
 FS0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0657.See file dsdata.txt to determine how the superseded data were derived.
 FS0657
 FS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1631628364(NAD 83)
 FS0657_MARKER: DS = TRIANGULATION STATION DISK
 FS0657_SETTING: 80 = SET IN A BOULDER
 FS0657_SP_SET: BOULDER
 FS0657_STAMPING: GLOW 1934
 FS0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0657+STABILITY: SURFACE MOTION
 FS0657
 FS0657  HISTORY     - Date     Condition        Report By
 FS0657  HISTORY     - 1934     MONUMENTED       CGS
 FS0657  HISTORY     - 1941     GOOD             CGS
 FS0657  HISTORY     - 1950     GOOD             NGS
 FS0657
 FS0657                          STATION DESCRIPTION
 FS0657
 FS0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS0657'STATION IS ON TOP OF SMALL KNOLL ABOUT 120 FEET N OF THE
 FS0657'SEARCHLIGHT FERRY ROAD.  KNOLL IS 4.9 MILES BY ROAD E OF
 FS0657'SEARCHLIGHT FERRY.  STATION IS 11.918 METERS N OF GENERAL
 FS0657'LAND OFFICE 1/4 CORNER SEC. MARK MARKING S10 S15 T 29 S,
 FS0657'R 22 W, NEAR GILA AND SALT RIVERS.
 FS0657'
 FS0657'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 FS0657'HOLE IN A BOULDER.
 FS0657'
 FS0657'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 FS0657'DRILL HOLE IN OUTCROPPING BEDROCK.
 FS0657'
 FS0657'U.S.C. AND G.S. BENCH MARK R-52 IS 200 YARDS E OF THE S SIDE
 FS0657'OF ROAD AND WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 FS0657'DISK SET IN CONCRETE.
 FS0657'
 FS0657'REACH FROM SEARCHLIGHT FERRY BY GOING E ON THE ROAD TO CHLORIDE
 FS0657'4.9 MILES TO THE KNOLL ON THE N OF THE ROAD.  THE GENERAL
 FS0657'LAND OFFICE PIPE CAN BE SEEN FROM THE ROAD AT THIS POINT.
 FS0657
 FS0657                          STATION RECOVERY (1941)
 FS0657
 FS0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 FS0657'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FS0657'PARTY DID NOT HAVE A COPY OF THE ORIGINAL DESCRIPTION AT THE
 FS0657'TIME OF RECOVERY.
 FS0657'
 FS0657'STATION IS A STANDARD DISK SET IN TOP OF SMALL BOULDER,
 FS0657'HORIZONTALLY.  IT IS ON THE RIGHT-OF-WAY OF ROAD TO AERIAL
 FS0657'FERRY.  ON TOP OF A NARROW GRAVEL RIDGE ABOUT 500 FEET LONG.
 FS0657'ABOUT 200 FEET EAST OF THE WEST END OF THE RIDGE.  175 FEET
 FS0657'NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 4 FEET WEST OF
 FS0657'A 4 X 4 INCH WHITE WOODEN POST PROJECTING ABOUT 2 FEET.
 FS0657'
 FS0657'R.M. NO. 1 IS A STANDARD DISK SET HORIZONTALLY IN TOP OF A
 FS0657'ROCK OUTCROP.  IT IS 36 FEET WEST OF THE STATION AND ABOUT
 FS0657'55 YARDS NORTH OF THE CENTER LINE OF THE ROAD.
 FS0657'
 FS0657'TO REACH FROM CHLORIDE, ARIZONA GO SOUTHWESTERLY ON ARIZONA
 FS0657'STATE HIGHWAY 62 FOR 3.6 MILES TO U.S. HIGHWAY 93.  TURN
 FS0657'RIGHT, NORTHERLY AND CONTINUE ON U.S. HIGHWAY 93 FOR 9.0
 FS0657'MILES TO INTERSECTION OF HIGHWAY WITH ROAD TO AERIAL FERRY.
 FS0657'THENCE CONTINUE ON ROAD TO AERIAL FERRY FOR 18.4 MILES TO
 FS0657'STATION SITE.
 FS0657
 FS0657                          STATION RECOVERY (1950)
 FS0657
 FS0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FS0657'25.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0657'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0657'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.9 MILES WEST
 FS0657'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ON TOP
 FS0657'OF THE APPROXIMATE CENTER OF AND ABOUT 94 YARDS NORTHEAST OF THE
 FS0657'SOUTHWEST END OF A PROMINENT GRAVEL RIDGE ABOUT 250 YARDS LONG,
 FS0657'IN THE TOP OF A SMALL BOULDER PROJECTING 0.2 FOOT ABOVE THE GROUND,
 FS0657'168 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 FS0657'WEST OF A WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0659 ***********************************************************************
 FS0659  DESIGNATION -  GLOW RM 1
 FS0659  PID         -  FS0659
 FS0659  STATE/COUNTY-  AZ/MOHAVE
 FS0659  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0659
 FS0659                         *CURRENT SURVEY CONTROL
 FS0659  ___________________________________________________________________
 FS0659* NAD 83(1986)-  35 28 31.     (N)    114 36 57.     (W)     SCALED    
 FS0659* NAVD 88     -       291.089  (meters)     955.01   (feet)  POSTED    
 FS0659  ___________________________________________________________________
 FS0659  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0659  DYNAMIC HT  -         290.800 (meters)     954.07  (feet)  COMP
 FS0659  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 FS0659
 FS0659  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0659
 FS0659.The horizontal coordinates were scaled from a topographic map and have
 FS0659.an estimated accuracy of +/- 6 seconds.
 FS0659
 FS0659.The orthometric height was determined by differential leveling
 FS0659.and adjusted by the  in 1992.
 FS0659.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0659.rate of 2.1 thru 3.0 mm/km.
 FS0659
 FS0659.The geoid height was determined by GEOID03.
 FS0659
 FS0659.The dynamic height is computed by dividing the NAVD 88
 FS0659.geopotential number by the normal gravity value computed on the
 FS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0659.degrees latitude (g = 980.6199 gals.).
 FS0659
 FS0659.The modeled gravity was interpolated from observed gravity values.
 FS0659
 FS0659;                    North         East    Units  Estimated Accuracy
 FS0659;SPC AZ W     -   496,660.      134,780.      MT  (+/- 180 meters Scaled)
 FS0659
 FS0659                          SUPERSEDED SURVEY CONTROL
 FS0659
 FS0659  NGVD 29 (??/??/92)  290.380  (m)          952.69   (f) ADJ UNCH    1 2
 FS0659
 FS0659.Superseded values are not recommended for survey control.
 FS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0659.See file dsdata.txt to determine how the superseded data were derived.
 FS0659
 FS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV163283(NAD 83)
 FS0659_MARKER: DR = REFERENCE MARK DISK
 FS0659_SETTING: 80 = SET IN A BOULDER
 FS0659_SP_SET: BOULDER
 FS0659_STAMPING: GLOW NO 1 1934
 FS0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0659+STABILITY: SURFACE MOTION
 FS0659
 FS0659  HISTORY     - Date     Condition        Report By
 FS0659  HISTORY     - 1934     MONUMENTED       CGS
 FS0659  HISTORY     - 1950     GOOD             NGS
 FS0659
 FS0659                          STATION DESCRIPTION
 FS0659
 FS0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0659'25.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0659'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0659'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.9 MILES WEST
 FS0659'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ON
 FS0659'THE TOP OF THE APPROXIMATE CENTER OF AND ABOUT 82 YARDS NORTHEAST
 FS0659'OF THE SOUTHWEST END OF A PROMINENT GRAVEL RIDGE ABOUT 250 YARDS
 FS0659'LONG, IN THE TOP OF A SMALL BOULDER FLUSH WITH THE GROUND, 170
 FS0659'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 34.9 FEET SOUTHWEST
 FS0659'OF TRIANGULATION-STATION GLOW, AND ABOUT 12 FEET HIGHER THAN THE
 FS0659'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1753 ***********************************************************************
 CZ1753  DESIGNATION -  GOAT
 CZ1753  PID         -  CZ1753
 CZ1753  STATE/COUNTY-  AZ/GRAHAM
 CZ1753  USGS QUAD   -  BUFORD HILL (1972)
 CZ1753
 CZ1753                         *CURRENT SURVEY CONTROL
 CZ1753  ___________________________________________________________________
 CZ1753* NAD 83(1992)-  32 51 21.71166(N)    110 09 55.61515(W)     ADJUSTED  
 CZ1753* NAVD 88     -      2027.1    (meters)    6651.     (feet)  VERTCON   
 CZ1753  ___________________________________________________________________
 CZ1753  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CZ1753  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CZ1753  HORZ ORDER  -  FIRST
 CZ1753
 CZ1753.The horizontal coordinates were established by classical geodetic methods
 CZ1753.and adjusted by the National Geodetic Survey in August 1993.
 CZ1753
 CZ1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1753
 CZ1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1753
 CZ1753.The geoid height was determined by GEOID03.
 CZ1753
 CZ1753;                    North         East     Units Scale Factor Converg.
 CZ1753;SPC AZ E     -   205,786.522   213,474.000   MT  0.99990000   +0 00 02.4
 CZ1753;SPC AZ E     -   675,152.63    700,374.02   iFT  0.99990000   +0 00 02.4
 CZ1753;UTM  12      - 3,635,635.263   578,087.823   MT  0.99967519   +0 27 10.1
 CZ1753
 CZ1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1753!SPC AZ E     -   0.99968604  x   0.99990000  =   0.99958607
 CZ1753!UTM  12      -   0.99968604  x   0.99967519  =   0.99936133
 CZ1753
 CZ1753:                Primary Azimuth Mark                     Grid Az
 CZ1753:SPC AZ E     -  VS 7 4430                                110 07 32.8
 CZ1753:UTM  12      -  VS 7 4430                                109 40 25.1
 CZ1753
 CZ1753|---------------------------------------------------------------------|
 CZ1753| PID    Reference Object                     Distance      Geod. Az  |
 CZ1753|                                                           dddmmss.s |
 CZ1753| CC6587 VS 7 4430                                          1100735.2 |
 CZ1753| CC6588 GOAT RM 1                             4.615 METERS 19207     |
 CZ1753| CC6589 GOAT RM 2                             3.498 METERS 29052     |
 CZ1753|---------------------------------------------------------------------|
 CZ1753
 CZ1753                          SUPERSEDED SURVEY CONTROL
 CZ1753
 CZ1753  NAD 83(1986)-  32 51 21.70791(N)    110 09 55.61441(W) AD(       ) 1
 CZ1753  NAD 27      -  32 51 21.47400(N)    110 09 53.31100(W) AD(       ) 1
 CZ1753  NGVD 29 (07/19/86) 2026.3    (m)         6648.     (f) VERT ANG    3  
 CZ1753
 CZ1753.Superseded values are not recommended for survey control.
 CZ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1753.See file dsdata.txt to determine how the superseded data were derived.
 CZ1753
 CZ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7808835635(NAD 83)
 CZ1753_MARKER: DS = TRIANGULATION STATION DISK
 CZ1753_SETTING: 80 = SET IN A BOULDER
 CZ1753_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1753
 CZ1753  HISTORY     - Date     Condition        Report By
 CZ1753  HISTORY     - 1946     MONUMENTED       CGS
 CZ1753
 CZ1753                          STATION DESCRIPTION
 CZ1753
 CZ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1753'THE STATION IS ABOUT 10 MILES E OF KLONDYKE BY AIRLINE, 20
 CZ1753'MILES W OF PIMA BY AIRLINE, AND ON THE MOST SE OF THE PEAKS
 CZ1753'COMPRISING THE SANTA TERESA MOUNTAINS.
 CZ1753'
 CZ1753'TO REACH FROM THE PUBLIC GRADE SCHOOL IN PIMA, GO W ON U.S.
 CZ1753'HIGHWAY 70 FOR 6.3 MILES TO A GRADED ROAD LEFT AND A SIGN
 CZ1753'ON THE LEFT READING FT GRANT.  HERE TAKE THE LEFT FORK AND GO
 CZ1753'15.4 MILES TO A DIM TRACK ROAD TO THE RIGHT AND THE AZIMUTH
 CZ1753'MARK WITNESS POST ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3
 CZ1753'MILE TO AN OLD FENCE LINE.  FOLLOW THE FENCE LINE AND GO 1
 CZ1753'MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO W AROUND THE
 CZ1753'BASE OF THE MOUNTAIN FOR 0.8 MILE.  HERE TURN RIGHT OR NW AND
 CZ1753'GO CROSS COUNTRY FOR 0.4 MILE TO THE END OF TRUCK TRAVEL IN
 CZ1753'A WASH.  FROM HERE PACK NW ABOUT 200 YARDS UP THE WASH AND
 CZ1753'THEN GO RIGHT UP ONTO THE RIDGE.  CONTINUE NW UP THE RIDGE
 CZ1753'ABOUT 1-1/2 MILES TO THE HIGHEST POINT AND THE STATION.
 CZ1753'
 CZ1753'THE STATION IS A BRONZE STATION DISK, STAMPED GOAT 1946, AND
 CZ1753'SET IN A BOULDER 15 FEET IN DIAMETER PROJECTING 12 FEET.  IT IS
 CZ1753'ABOUT 50 YARDS SE OF THE HIGHEST POINT OF THE MOUNTAIN.
 CZ1753'
 CZ1753'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GOAT NO
 CZ1753'1 1946, AND SET IN A BOULDER PROJECTING 12 FEET.  IT IS ABOUT
 CZ1753'4-1/2 FEET LOWER THAN THE STATION AND THE MARK IS SSW OF THE
 CZ1753'STATION.
 CZ1753'
 CZ1753'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GOAT
 CZ1753'NO 2 1946, AND SET IN A BOULDER PROJECTING 10 FEET.  IT IS ABOUT
 CZ1753'2-1/2 FEET HIGHER THAN THE STATION AND THE MARK IS WNW OF THE
 CZ1753'STATION.
 CZ1753'
 CZ1753'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH-MARK DISK, STAMPED
 CZ1753'VS 7 4430 1936, AND SET IN A BURIED PIECE OF CONCRETE PROJECTING
 CZ1753'1 INCH.  IT IS 2.4 FEET S OF THE WITNESS POST, 47-1/2 FEET
 CZ1753'WNW OF THE CENTER OF THE PIMA-FT. GRANT ROAD, AND 2 MILES ESE
 CZ1753'OF THE STATION.
 CZ1753'
 CZ1753'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0490 ***********************************************************************
 GP0490  DESIGNATION -  GOAT
 GP0490  PID         -  GP0490
 GP0490  STATE/COUNTY-  AZ/COCONINO
 GP0490  USGS QUAD   -  BODAWAY MESA (1988)
 GP0490
 GP0490                         *CURRENT SURVEY CONTROL
 GP0490  ___________________________________________________________________
 GP0490* NAD 83(1992)-  36 20 43.69515(N)    111 30 07.59775(W)     ADJUSTED  
 GP0490* NAVD 88     -      1731.4    (meters)    5680.     (feet)  VERTCON   
 GP0490  ___________________________________________________________________
 GP0490  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GP0490  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GP0490  HORZ ORDER  -  SECOND
 GP0490
 GP0490.The horizontal coordinates were established by classical geodetic methods
 GP0490.and adjusted by the National Geodetic Survey in August 1993.
 GP0490
 GP0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0490
 GP0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0490
 GP0490.The geoid height was determined by GEOID03.
 GP0490
 GP0490;                    North         East     Units Scale Factor Converg.
 GP0490;SPC AZ C     -   592,923.049   250,570.585   MT  0.99991705   +0 14 44.5
 GP0490;SPC AZ C     - 1,945,285.59    822,081.97   iFT  0.99991705   +0 14 44.5
 GP0490;UTM  12      - 4,022,384.336   454,944.003   MT  0.99962501   -0 17 51.3
 GP0490
 GP0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0490!SPC AZ C     -   0.99973194  x   0.99991705  =   0.99964901
 GP0490!UTM  12      -   0.99973194  x   0.99962501  =   0.99935705
 GP0490
 GP0490|---------------------------------------------------------------------|
 GP0490| PID    Reference Object                     Distance      Geod. Az  |
 GP0490|                                                           dddmmss.s |
 GP0490| CR7969 GOAT RM 1                            11.064 METERS 01032     |
 GP0490| CR7970 GOAT RM 2                             7.261 METERS 16002     |
 GP0490| GP0512 WATER                               APPROX. 1.7 KM 3420226.0 |
 GP0490|---------------------------------------------------------------------|
 GP0490
 GP0490                          SUPERSEDED SURVEY CONTROL
 GP0490
 GP0490  NAD 83(1986)-  36 20 43.69532(N)    111 30 07.59582(W) AD(       ) 2
 GP0490  NGVD 29 (07/12/88) 1730.4    (m)         5677.     (f) VERT ANG    3  
 GP0490
 GP0490.Superseded values are not recommended for survey control.
 GP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0490.See file dsdata.txt to determine how the superseded data were derived.
 GP0490
 GP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5494422384(NAD 83)
 GP0490_MARKER: DS = TRIANGULATION STATION DISK
 GP0490_SETTING: 66 = SET IN ROCK OUTCROP
 GP0490_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0490+STABILITY: POSITION/ELEVATION WELL
 GP0490
 GP0490  HISTORY     - Date     Condition        Report By
 GP0490  HISTORY     - 1983     MONUMENTED       AZDT
 GP0490
 GP0490                          STATION DESCRIPTION
 GP0490
 GP0490'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0490'THE STATION IS LOCATED 33 MILES NORTH OF CAMERON 3-1/2 MILES SOUTH OF
 GP0490'CEDAR RIDGE TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0490'
 GP0490'THE STATION MARK IS AN AZDT DISK STAMPED---GOAT 1983---.  IT IS SET IN
 GP0490'A DRILL HOLE IN SANDSTONE 62 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 GP0490'89 AND 9.5 FEET SOUTHEAST OF THE WITNESS POST.
 GP0490'
 GP0490'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GOAT RM 1 1983---.  IT IS
 GP0490'SET IN A DRILL HOLE IN SANDSTONE.
 GP0490'
 GP0490'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GOAT RM 2 1983---.  IT IS
 GP0490'SET IN A DRILL HOLE IN SANDSTONE.
 GP0490'
 GP0490'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0490'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0490'WEST FOR 1.2 MILES TO U.S. HIGHWAY 89.  TURN LEFT AND TRAVEL SOUTH FOR
 GP0490'24.5 MILES TO THE JUNCTION OF U.S 89 ALT.  TURN LEFT AND CONTINUE
 GP0490'SOUTH FOR 18.75 MILES TO THE CEDAR RIDGE TRADING POST, CONTINUE SOUTH
 GP0490'FOR 3.55 MILES TO THE STATION ON THE LEFT AT MILE POST 501.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1166 ***********************************************************************
 CY1166  DESIGNATION -  GOLD
 CY1166  PID         -  CY1166
 CY1166  STATE/COUNTY-  AZ/GRAHAM
 CY1166  USGS QUAD   -  RYAN DRAW (1974)
 CY1166
 CY1166                         *CURRENT SURVEY CONTROL
 CY1166  ___________________________________________________________________
 CY1166* NAD 83(1992)-  32 28 06.16221(N)    109 28 40.31819(W)     ADJUSTED  
 CY1166* NAVD 88     -      1082.0    (meters)    3550.     (feet)  VERTCON   
 CY1166  ___________________________________________________________________
 CY1166  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CY1166  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY1166  HORZ ORDER  -  FIRST
 CY1166
 CY1166.The horizontal coordinates were established by classical geodetic methods
 CY1166.and adjusted by the National Geodetic Survey in August 1993.
 CY1166
 CY1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1166
 CY1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1166
 CY1166.The geoid height was determined by GEOID03.
 CY1166
 CY1166;                    North         East     Units Scale Factor Converg.
 CY1166;SPC AZ E     -   163,009.679   278,108.071   MT  0.99995168   +0 22 11.2
 CY1166;SPC AZ E     -   534,808.66    912,428.05   iFT  0.99995168   +0 22 11.2
 CY1166;UTM  12      - 3,593,374.006   643,045.186   MT  0.99985232   +0 49 02.2
 CY1166
 CY1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1166!SPC AZ E     -   0.99983438  x   0.99995168  =   0.99978606
 CY1166!UTM  12      -   0.99983438  x   0.99985232  =   0.99968672
 CY1166
 CY1166|---------------------------------------------------------------------|
 CY1166| PID    Reference Object                     Distance      Geod. Az  |
 CY1166|                                                           dddmmss.s |
 CY1166| CC6591 GOLD RM 1                            14.069 METERS 08704     |
 CY1166| CC6592 GOLD RM 2                            12.993 METERS 17841     |
 CY1166| CC6590 GOLD AZ MK                                         2114324.5 |
 CY1166|---------------------------------------------------------------------|
 CY1166
 CY1166                          SUPERSEDED SURVEY CONTROL
 CY1166
 CY1166  NAD 83(1986)-  32 28 06.15735(N)    109 28 40.31473(W) AD(       ) 1
 CY1166  NAD 27      -  32 28 05.89800(N)    109 28 38.07200(W) AD(       ) 1
 CY1166  NGVD 29 (07/19/86) 1081.3    (m)         3548.     (f) VERT ANG    3  
 CY1166
 CY1166.Superseded values are not recommended for survey control.
 CY1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1166.See file dsdata.txt to determine how the superseded data were derived.
 CY1166
 CY1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4304593374(NAD 83)
 CY1166_MARKER: DS = TRIANGULATION STATION DISK
 CY1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1166
 CY1166  HISTORY     - Date     Condition        Report By
 CY1166  HISTORY     - 1945     MONUMENTED       CGS
 CY1166  HISTORY     - 1967     GOOD             CGS
 CY1166
 CY1166                          STATION DESCRIPTION
 CY1166
 CY1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1166'STATION IS 9-1/2 MILES (AIR LINE) N OF BOWIE, 20 MILES (AIR LINE)
 CY1166'NW OF SAN SIMON, AND 28 MILES (AIR LINE) SSE OF SAFFORD.
 CY1166'IT IS ON A LOW SANDY HILL ABOUT 3 MILES E OF THE TRACKS OF
 CY1166'THE GLOBE DIVISION OF THE SOUTHERN PACIFIC CO. RAILROAD, ABOUT
 CY1166'2-1/2 MILES N OF THE GRAHAM-COCHISE COUNTY LINE, AND ABOUT
 CY1166'1/2 MILE SE OF GOLD WASH.
 CY1166'
 CY1166'TO REACH STATION FROM THE POST OFFICE IN BOWIE, GO N ACROSS
 CY1166'THE TRACKS ON THE MAIN TRAVELED ROAD, WHICH IS BLADED, FOR
 CY1166'0.5 MILE TO A FORK.  HERE TAKE THE RIGHT FORK, A WASHED OUT
 CY1166'BLADED ROAD, FOR 1.0 MILE TO A GATE.  CONTINUE STRAIGHT AHEAD
 CY1166'FOR 1.8 MILES TO A FORK.  HERE TAKE THE RIGHT FORK AND GO 3.4
 CY1166'MILES TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 1.6
 CY1166'MILES TO A THREE WAY FORK.  HERE TAKE THE RIGHT HAND FORK OF
 CY1166'THE THREE AND GO 1.0 MILE TO THE AZIMUTH MARK WITNESS POST
 CY1166'ABOUT 120 PACES TO THE LEFT OR W.  CONTINUE 0.3 MILE TO THE
 CY1166'TOP OF A LOW RIDGE.  HERE TURN RIGHT AND GO SE CROSS
 CY1166'COUNTRY FOR 0.1 MILE TO THE WITNESS POST AND THE
 CY1166'STATION.
 CY1166'
 CY1166'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY1166'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS
 CY1166'STAMPED GOLD 1945.  IT IS 11-1/2 FEET NE OF THE WITNESS
 CY1166'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CY1166'CONCRETE.
 CY1166'
 CY1166'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1166'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS
 CY1166'STAMPED GOLD NO 1 1945.  IT IS E OF THE STATION AND ABOUT 4
 CY1166'INCHES LOWER.
 CY1166'
 CY1166'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1166'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS
 CY1166'STAMPED GOLD NO 2 1945.  IT IS S OF THE STATION AND AT ABOUT
 CY1166'THE SAME LEVEL.
 CY1166'
 CY1166'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 CY1166'POST, PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND, AND IS
 CY1166'STAMPED GOLD 1945.  THE MARK IS SW OF THE STATION, 8-1/2
 CY1166'FEET SE OF THE WITNESS POST, AND 125 YARDS W OF THE TRACK ROAD
 CY1166'TO THE STATION.
 CY1166'
 CY1166'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1166
 CY1166                          STATION RECOVERY (1967)
 CY1166
 CY1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY1166'TO REACH THE STATION FROM THE FLASHING CAUTION LIGHT ON
 CY1166'HWY 86 IN BOWIE, GO NORTH FOR .2 MI TO RAILROAD TRACKS RUNNING
 CY1166'EAST-WEST.  CONTINUE NORTH ALONG THE MAIN TRAVELED ROAD FOR 1.85
 CY1166'MI. TO A CATTLE GUARD AND ROAD RIGHT.  CONTINUE NORTH FOR
 CY1166'5.15 MI. TO A CATTLE GUARD AND BENCH MARK 1KK, 1963, 3643.
 CY1166'ON THE RIGHT.  CROSS CATTLE GUARD AND CONTINUE NORTH FOR
 CY1166'1.95 MI. TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR
 CY1166'.2 MI. TO THE TOP OF A RIDGE LINE.  FROM HERE, PACK APPROX.
 CY1166'500 YDS S.E. TO THE STATION.  STATION AND REFERENCE MARKS
 CY1166'FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT SEARCHED
 CY1166'FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0856 ***********************************************************************
 ES0856  DESIGNATION -  GOLD
 ES0856  PID         -  ES0856
 ES0856  STATE/COUNTY-  AZ/GILA
 ES0856  USGS QUAD   -  GISELA (1972)
 ES0856
 ES0856                         *CURRENT SURVEY CONTROL
 ES0856  ___________________________________________________________________
 ES0856* NAD 83(1992)-  34 00 21.07371(N)    111 21 21.50464(W)     ADJUSTED  
 ES0856* NAVD 88     -      1096.5    (meters)    3597.     (feet)  VERTCON   
 ES0856  ___________________________________________________________________
 ES0856  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 ES0856  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 ES0856  HORZ ORDER  -  SECOND
 ES0856
 ES0856.The horizontal coordinates were established by classical geodetic methods
 ES0856.and adjusted by the National Geodetic Survey in August 1993.
 ES0856
 ES0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0856
 ES0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0856
 ES0856.The geoid height was determined by GEOID03.
 ES0856
 ES0856;                    North         East     Units Scale Factor Converg.
 ES0856;SPC AZ E     -   333,940.837   103,501.687   MT  1.00004873   -0 39 54.8
 ES0856;SPC AZ E     - 1,095,606.42    339,572.46   iFT  1.00004873   -0 39 54.8
 ES0856;UTM  12      - 3,762,862.146   467,128.793   MT  0.99961332   -0 11 56.7
 ES0856
 ES0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0856!SPC AZ E     -   0.99983210  x   1.00004873  =   0.99988082
 ES0856!UTM  12      -   0.99983210  x   0.99961332  =   0.99944548
 ES0856
 ES0856:                Primary Azimuth Mark                     Grid Az
 ES0856:SPC AZ E     -  OX BOW                                   005 27 44.7
 ES0856:UTM  12      -  OX BOW                                   004 59 46.6
 ES0856
 ES0856|---------------------------------------------------------------------|
 ES0856| PID    Reference Object                     Distance      Geod. Az  |
 ES0856|                                                           dddmmss.s |
 ES0856| ES0871 OX BOW                              APPROX.18.1 KM 0044749.9 |
 ES0856| DZ1290 GOLD RM 1                            11.391 METERS 11446     |
 ES0856| DZ1291 GOLD RM 2                            12.025 METERS 12757     |
 ES0856|---------------------------------------------------------------------|
 ES0856
 ES0856                          SUPERSEDED SURVEY CONTROL
 ES0856
 ES0856  NAD 83(1986)-  34 00 21.06577(N)    111 21 21.50888(W) AD(       ) 2
 ES0856  NGVD 29 (07/10/87) 1095.8    (m)         3595.     (f) VERT ANG    3  
 ES0856
 ES0856.Superseded values are not recommended for survey control.
 ES0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0856.See file dsdata.txt to determine how the superseded data were derived.
 ES0856
 ES0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6712962862(NAD 83)
 ES0856_MARKER: DS = TRIANGULATION STATION DISK
 ES0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0856+STABILITY: SURFACE MOTION
 ES0856
 ES0856  HISTORY     - Date     Condition        Report By
 ES0856  HISTORY     - 1981     MONUMENTED       AZDT
 ES0856  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0856
 ES0856                          STATION DESCRIPTION
 ES0856
 ES0856'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0856'THE STATION IS LOCATED 9 MILES NORTHWEST OF PUMKIN CENTER, 7 MILES
 ES0856'SOUTH OF RYE ON TOP OF A LARGE HIGHWAY CUT ALONG ARIZONA HIGHWAY 87.
 ES0856'
 ES0856'THE STATION MARK IS AN AZDT DISK STAMPED---GOLD 1981---SET IN TOP
 ES0856'OF A CONCRET MONUMENT 125 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ES0856'AND 5 FEET SOUTHEAST OF THE WITNESS POST AND SIGN.
 ES0856'
 ES0856'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GOLD RM 1 1981---SET
 ES0856'IN TOP OF A CONCRETE MONUMENT.
 ES0856'
 ES0856'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GOLD RM 2 1981---SET
 ES0856'IN TOP OF A CONCRETE MONUMENT.
 ES0856'
 ES0856'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST FOR
 ES0856'200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT FOR 0.6 MILE TO STATE ROUTE
 ES0856'87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR 9.65 MILES TO
 ES0856'RYE, CONTINUE SOUTH ALONG THE HIGHWAY FOR 5.2 MILES TO THE JUNCTION
 ES0856'WITH STATE ROUTE 188 ON THE LEFT.  TRAVEL SOUTH ALONG STATE ROUTE 87
 ES0856'FOR 2.4 MILES TO A LARGE HIGHWAY CUT AT A CURVE IN THE HIGHWAY,
 ES0856'CONTINUE AHEAD TO A TRAFFIC PULLOUT AREA ON THE LEFT AT THE SOUTH END
 ES0856'OF THE CUT AND END OF TRUCK TRAVEL.  CROSS FENCE AND PACK TO TOP OF
 ES0856'CUT AND STATION.
 ES0856
 ES0856                          STATION RECOVERY (2008)
 ES0856
 ES0856'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0856'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0856'MARK. THE ADJUSTED CO-ORDINATES POINT TO A SPOT 20 FEET EAST OF THE
 ES0856'EDGE OF THE PAVEMENT OF THE NORTHBOUND LANES. APPARENTLY THE ADDITION
 ES0856'OF THE NORTHBOUND LANES HAS DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1020 ***********************************************************************
 FS1020  DESIGNATION -  GOLD BASIN
 FS1020  PID         -  FS1020
 FS1020  STATE/COUNTY-  AZ/MOHAVE
 FS1020  USGS QUAD   -  GOLD BASIN (1989)
 FS1020
 FS1020                         *CURRENT SURVEY CONTROL
 FS1020  ___________________________________________________________________
 FS1020* NAD 83(1992)-  35 47 11.15338(N)    114 07 55.83724(W)     ADJUSTED  
 FS1020* NAVD 88     -       874.0    (meters)    2867.     (feet)  VERTCON   
 FS1020  ___________________________________________________________________
 FS1020  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 FS1020  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FS1020  HORZ ORDER  -  SECOND
 FS1020
 FS1020.The horizontal coordinates were established by classical geodetic methods
 FS1020.and adjusted by the National Geodetic Survey in August 1993.
 FS1020
 FS1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1020
 FS1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1020
 FS1020.The geoid height was determined by GEOID03.
 FS1020
 FS1020;                    North         East     Units Scale Factor Converg.
 FS1020;SPC AZ W     -   530,903.410   178,811.064   MT  0.99994804   -0 13 24.6
 FS1020;SPC AZ W     - 1,741,809.09    586,650.47   iFT  0.99994804   -0 13 24.6
 FS1020;UTM  11      - 3,964,056.147   759,199.670   MT  1.00042796   +1 40 40.6
 FS1020
 FS1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1020!SPC AZ W     -   0.99986716  x   0.99994804  =   0.99981521
 FS1020!UTM  11      -   0.99986716  x   1.00042796  =   1.00029506
 FS1020
 FS1020:                Primary Azimuth Mark                     Grid Az
 FS1020:SPC AZ W     -  Z 254                                    208 28 43.5
 FS1020:UTM  11      -  Z 254                                    206 34 38.3
 FS1020
 FS1020|---------------------------------------------------------------------|
 FS1020| PID    Reference Object                     Distance      Geod. Az  |
 FS1020|                                                           dddmmss.s |
 FS1020| CC5319 Z 254                                              2081518.9 |
 FS1020| FS0440 D 253                                24.026 METERS 24521     |
 FS1020| CC5320 GOLD BASIN RM 1                      15.920 METERS 35131     |
 FS1020|---------------------------------------------------------------------|
 FS1020
 FS1020                          SUPERSEDED SURVEY CONTROL
 FS1020
 FS1020  NAD 83(1986)-  35 47 11.14445(N)    114 07 55.83557(W) AD(       ) 2
 FS1020  NAD 27      -  35 47 11.16700(N)    114 07 53.00900(W) AD(       ) 2
 FS1020  NGVD 29 (07/19/86)  873.2    (m)         2865.     (f) VERT ANG    3  
 FS1020
 FS1020.Superseded values are not recommended for survey control.
 FS1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1020.See file dsdata.txt to determine how the superseded data were derived.
 FS1020
 FS1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5920064056(NAD 83)
 FS1020_MARKER: DS = TRIANGULATION STATION DISK
 FS1020_SETTING: 0 = UNSPECIFIED SETTING
 FS1020
 FS1020  HISTORY     - Date     Condition        Report By
 FS1020  HISTORY     - 1950     MONUMENTED       CGS
 FS1020  HISTORY     - 1955     GOOD             CGS
 FS1020  HISTORY     - 1965     GOOD             CGS
 FS1020  HISTORY     - 1968     MARK NOT FOUND   USGS
 FS1020  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FS1020
 FS1020                          STATION DESCRIPTION
 FS1020
 FS1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1020'THE STATION IS LOCATED IN THE VALLEY OF THE HUALPAI WASH, ABOUT
 FS1020'3 MILES SOUTHWARD FROM THE FORMER GOLD BASIN POST OFFICE AND
 FS1020'STILL OCCUPIED RANCH HOUSE.  ABOUT 3 MILES NORTHWEST OF VALLEY
 FS1020'RANCH, ABOUT 0.05 MILE NORTH OF THE INTERSECTION OF THE HUALPAI
 FS1020'WASH ROAD WITH ROAD NORTHEAST FROM U.S. HIGHWAY 93-466 TO PIERCES
 FS1020'FERRY.
 FS1020'
 FS1020'TO REACH FROM THE DEPOT IN KINGMAN GO NORTHWEST ON U.S. HIGHWAY
 FS1020'93-466 FOR 30.0 MILES TO A BLADED ROAD ON RIGHT LEADING TO
 FS1020'PIERCES FERRY.  TURN RIGHT ON FERRY ROAD AND CONTINUE 16.2 MILES
 FS1020'TO Y-INTERSECTION, KEEP STRAIGHT AHEAD, MAIN TRAVELED ROAD, 6.5
 FS1020'MILES TO CROSS ROAD INTERSECTION.  KEEP STRAIGHT AHEAD 0.05
 FS1020'MILE TO THE STATION ON THE LEFT.
 FS1020'
 FS1020'THE STATION MARK, A STANDARD DISK BRAZED INTO THE TOP OF A 2
 FS1020'INCH CAST IRON PIPE PROJECTING 6 INCHES, IS STAMPED GOLD BASIN
 FS1020'1950.  IT IS 33.0 FEET NORTHWEST OF THE CENTER OF THE BLADED ROAD.
 FS1020'
 FS1020'REFERENCE MARK NO. 1, A STANDARD DISK BRAZED INTO THE TOP OF A
 FS1020'2 INCH CAST IRON PIPE PROJECTING 6 INCHES, IS STAMPED GOLD
 FS1020'BASIN NO 1 1950.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 FS1020'MARK.
 FS1020'
 FS1020'REFERENCE MARK NO. 2, A STANDARD U.S.C. AND G.S. BENCH MARK
 FS1020'SET IN A CONCRETE POST 10 INCHES SQUARE, PROJECTING 8 INCHES,
 FS1020'IS STAMPED D 253 1940.  IT IS ABOUT THE SAME ELEVATION AS THE
 FS1020'STATION.
 FS1020'
 FS1020'THE AZIMUTH MARK, A STANDARD U.S.C. AND G.S. BENCH MARK SET IN
 FS1020'A 10 INCH SQUARE CONCRETE POST, PROJECTING 3 INCHES, IS STAMPED
 FS1020'Z 254 1941.  IT IS 3 FEET NORTHWEST OF A WHITE WITNESS POST, 54
 FS1020'FEET SOUTHWEST OF THE CENTER OF THE BLADED ROAD, AND 0.3 MILE
 FS1020'SOUTHWEST OF THE STATION.
 FS1020
 FS1020                          STATION RECOVERY (1955)
 FS1020
 FS1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1020'RECOVERED - THE STATION, THE AZIMUTH MARK AND BOTH REFERENCE
 FS1020'MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FS1020'ADEQUATE AND CORRECT.
 FS1020
 FS1020                          STATION RECOVERY (1965)
 FS1020
 FS1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FS1020'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FS1020'IN GOOD CONDITION.
 FS1020'
 FS1020'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 FS1020'ADEQUATE.
 FS1020
 FS1020                          STATION RECOVERY (1968)
 FS1020
 FS1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FS1020'STATION DESTROYED.  THE STATION WAS DESTROYED BY ROAD WORK.
 FS1020
 FS1020                          STATION RECOVERY (1974)
 FS1020
 FS1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JMK)
 FS1020'ALL MARKS FOUND IN GOOD CONDITION.
 FS1020'
 FS1020'THIS STATION DESTROYED AND RESTORED BY THE USGS- AL. DISC
 FS1020'STAMPED GOLD BASIN NO. 2-1968, USGS (DISC IS APPARENTLY
 FS1020'ALUMINUM.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2124 ***********************************************************************
 DU2124  DESIGNATION -  GOLDMINE MT
 DU2124  PID         -  DU2124
 DU2124  STATE/COUNTY-  AZ/PINAL
 DU2124  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2124
 DU2124                         *CURRENT SURVEY CONTROL
 DU2124  ___________________________________________________________________
 DU2124* NAD 83(1992)-  33 11 07.30183(N)    111 37 44.99704(W)     ADJUSTED  
 DU2124* NAVD 88     -       746.5    (meters)    2449.     (feet)  VERTCON   
 DU2124  ___________________________________________________________________
 DU2124  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DU2124  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU2124  HORZ ORDER  -  SECOND
 DU2124
 DU2124.The horizontal coordinates were established by classical geodetic methods
 DU2124.and adjusted by the National Geodetic Survey in August 1993.
 DU2124
 DU2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2124
 DU2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2124
 DU2124.The geoid height was determined by GEOID03.
 DU2124
 DU2124;                    North         East     Units Scale Factor Converg.
 DU2124;SPC AZ C     -   242,344.038   240,168.918   MT  0.99990886   +0 09 26.5
 DU2124;SPC AZ C     -   795,091.99    787,955.77   iFT  0.99990886   +0 09 26.5
 DU2124;UTM  12      - 3,672,012.721   441,348.678   MT  0.99964241   -0 20 39.8
 DU2124
 DU2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2124!SPC AZ C     -   0.99988746  x   0.99990886  =   0.99979633
 DU2124!UTM  12      -   0.99988746  x   0.99964241  =   0.99952991
 DU2124
 DU2124|---------------------------------------------------------------------|
 DU2124| PID    Reference Object                     Distance      Geod. Az  |
 DU2124|                                                           dddmmss.s |
 DU2124| CH5237 GOLDMINE MT RM 1                      7.128 METERS 25151     |
 DU2124| CH5238 GOLDMINE MT RM 2                     10.814 METERS 32015     |
 DU2124| DU2109 DOUBLE 2                            APPROX.25.7 KM 3545546.0 |
 DU2124|---------------------------------------------------------------------|
 DU2124
 DU2124                          SUPERSEDED SURVEY CONTROL
 DU2124
 DU2124  NAD 83(1986)-  33 11 07.29589(N)    111 37 44.99945(W) AD(       ) 2
 DU2124  NAD 27      -  33 11 07.09881(N)    111 37 42.52538(W) AD(       ) 2
 DU2124  NGVD 29 (07/19/86)  746.0    (m)         2448.     (f) VERT ANG    3  
 DU2124
 DU2124.Superseded values are not recommended for survey control.
 DU2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2124.See file dsdata.txt to determine how the superseded data were derived.
 DU2124
 DU2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4134972013(NAD 83)
 DU2124_MARKER: DD = SURVEY DISK
 DU2124_SETTING: 66 = SET IN ROCK OUTCROP
 DU2124
 DU2124  HISTORY     - Date     Condition        Report By
 DU2124  HISTORY     - 1976     MONUMENTED       DMA
 DU2124  HISTORY     - 20061229 POOR             GEOCAC
 DU2124
 DU2124                          STATION DESCRIPTION
 DU2124
 DU2124'DESCRIBED BY DEFENSE MAP AGENCY 1976 (TT)
 DU2124'THE STATION IS LOCATED ABOUT 4.1 MILES SOUTH OF QUEEN CREEK ON
 DU2124'THE HIGHEST POINT OF A MOUNTAIN PEAK AT THE EAST END OF THE RANGE.
 DU2124'
 DU2124'THE STATION IS A CORPS OF ENGINEERS BRONZE DISK AND IS STAMPED
 DU2124'GOLDMINE MT. ARMY MAP SERVICE 1956.  THE DISK IS SET IN THE TOP
 DU2124'OF A ROCK OUTCROP WHICH PROJECTS 1.5 FEET AND IS ON THE HIGHEST
 DU2124'POINT OF MOUNTAIN PEAK.
 DU2124'
 DU2124'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2124'GOLDMINE MT RM 1 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2124'
 DU2124'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU2124'GOLDMINE MT RM 2 1975 AND IS EPOXIED IN A ROCK OUTCROP.
 DU2124'
 DU2124'TO REACH THE STATION FROM QUEEN CREEK, GO SOUTH ON ELLSWORTH
 DU2124'RD. FOR 3.2 MILES TO JUNCTION WITH HUNT HIGHWAY, GO EAST ON
 DU2124'HUNT HIGHWAY FOR 0.5 MILE TO A ROAD SOUTH.  TURN RIGHT AND GO
 DU2124'SOUTH TO END OF ROAD AND TRUCK TRAVEL.  PACK UP DRAINAGE THEN
 DU2124'UP RIDGE SOUTHWEST, GO AROUND PEAK TO THE WEST AND TO
 DU2124'STATION.  ABOUT 1 HOUR 15 MIN. PACK.
 DU2124'
 DU2124'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2124
 DU2124                          STATION RECOVERY (2006)
 DU2124
 DU2124'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2124'RECOVERED AS DESCRIBED, EXCEPT THAT VANDALS HAVE REMOVED THE STATION
 DU2124'MARK AND RM2. RM1 IS IN PLACE AS MONUMENTED. THE DRILL HOLE FOR THE
 DU2124'STATION MARK IS INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0526 ***********************************************************************
 ES0526  DESIGNATION -  GOLF
 ES0526  PID         -  ES0526
 ES0526  STATE/COUNTY-  AZ/COCONINO
 ES0526  USGS QUAD   -  MUNDS PARK (1974)
 ES0526
 ES0526                         *CURRENT SURVEY CONTROL
 ES0526  ___________________________________________________________________
 ES0526* NAD 83(1992)-  34 56 03.18955(N)    111 39 03.33209(W)     ADJUSTED  
 ES0526* NAVD 88     -      2009.585  (meters)    6593.11   (feet)  ADJUSTED  
 ES0526  ___________________________________________________________________
 ES0526  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 ES0526  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0526  DYNAMIC HT  -        2006.780 (meters)    6583.91  (feet)  COMP
 ES0526  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 ES0526
 ES0526  HORZ ORDER  -  SECOND
 ES0526  VERT ORDER  -  SECOND    CLASS 0
 ES0526
 ES0526.The horizontal coordinates were established by classical geodetic methods
 ES0526.and adjusted by the National Geodetic Survey in August 1993.
 ES0526
 ES0526.The orthometric height was determined by differential leveling
 ES0526.and adjusted in June 1991.
 ES0526
 ES0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0526
 ES0526.The geoid height was determined by GEOID03.
 ES0526
 ES0526.The dynamic height is computed by dividing the NAVD 88
 ES0526.geopotential number by the normal gravity value computed on the
 ES0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0526.degrees latitude (g = 980.6199 gals.).
 ES0526
 ES0526.The modeled gravity was interpolated from observed gravity values.
 ES0526
 ES0526;                    North         East     Units Scale Factor Converg.
 ES0526;SPC AZ C     -   436,309.477   237,636.018   MT  0.99990726   +0 09 07.8
 ES0526;SPC AZ C     - 1,431,461.54    779,645.73   iFT  0.99990726   +0 09 07.8
 ES0526;UTM  12      - 3,865,941.647   440,554.024   MT  0.99964355   -0 22 21.9
 ES0526
 ES0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0526!SPC AZ C     -   0.99968836  x   0.99990726  =   0.99959565
 ES0526!UTM  12      -   0.99968836  x   0.99964355  =   0.99933202
 ES0526
 ES0526|---------------------------------------------------------------------|
 ES0526| PID    Reference Object                     Distance      Geod. Az  |
 ES0526|                                                           dddmmss.s |
 ES0526| ES0527 GOLF RM 1                            21.296 METERS 04958     |
 ES0526| CH2358 GOLF AZ MK                                         1223041.0 |
 ES0526| ES0525 GOLF RM 2                            18.416 METERS 16228     |
 ES0526|---------------------------------------------------------------------|
 ES0526
 ES0526                          SUPERSEDED SURVEY CONTROL
 ES0526
 ES0526  NAD 83(1986)-  34 56 03.18612(N)    111 39 03.33002(W) AD(       ) 2
 ES0526  NAD 27      -  34 56 03.12710(N)    111 39 00.76760(W) AD(       ) 2
 ES0526  NGVD 29 (??/??/92) 2008.649  (m)         6590.04   (f) ADJ UNCH    2 0
 ES0526
 ES0526.Superseded values are not recommended for survey control.
 ES0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0526.See file dsdata.txt to determine how the superseded data were derived.
 ES0526
 ES0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4055465942(NAD 83)
 ES0526_MARKER: DE = TRAVERSE STATION DISK
 ES0526_SETTING: 80 = SET IN A BOULDER
 ES0526_SP_SET: BOULDER
 ES0526_STAMPING: GOLF 1959
 ES0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0526+STABILITY: SURFACE MOTION
 ES0526
 ES0526  HISTORY     - Date     Condition        Report By
 ES0526  HISTORY     - 1959     MONUMENTED       CGS
 ES0526  HISTORY     - 1959     GOOD             CGS
 ES0526
 ES0526                          STATION DESCRIPTION
 ES0526
 ES0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0526'THE STATION IS IN TIMBER LAND JUST WEST OF INTERSTATE HIGHWAY
 ES0526'17 ABOUT 15 MILES SOUTH OF FLAGSTAFF, 8 MILES NORTHEAST OF
 ES0526'SEDONA AND 0.5 MILE WEST AND ACROSS THE HIGHWAY FROM THE
 ES0526'NORTHERN AIRE COUNTRY CLUB GOLF COURSE.
 ES0526'
 ES0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66,
 ES0526'89 AND 89A IN THE WEST SIDE OF FLAGSTAFF, GO SOUTH ON HIGHWAY
 ES0526'89A FOR 5 MILES TO A T-ROAD ON THE LEFT, EAST.  TURN LEFT AND
 ES0526'GO EAST 0.9 MILES TO INTERSTATE HIGHWAY 17.  TURN RIGHT AND
 ES0526'FOLLOW THE HIGHWAY SOUTH FOR 15 MILES TO THE SOUTH END OF A
 ES0526'ROCK CUT ON THE WEST SIDE OF THE HIGHWAY AND THE END OF TRUCK
 ES0526'TRAVEL.  PACK WEST AND NORTH UP THE SLOPE FOR ABOUT 0.1 MILE
 ES0526'TO THE STATION.
 ES0526'
 ES0526'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED GOLD 1959,
 ES0526'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 ES0526'AND IS 44.0 FEET SOUTHEAST OF A WITNESS POST.
 ES0526'
 ES0526'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLF NO 1 1959,
 ES0526'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 ES0526'AND IS 97.2 FEET EAST OF THE WITNESS POST.
 ES0526'
 ES0526'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOLF NO 2 1959,
 ES0526'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES
 ES0526'AND IS 95.6 FEET SOUTHEAST OF THE WITNESS POST.
 ES0526'
 ES0526'THE AZIMUTH MARK IS ON A RIM OF ROCK ON THE EAST SIDE OF
 ES0526'INTERSTATE HIGHWAY 17 AND ABOUT 0.1 MILE FROM THE HIGHWAY.
 ES0526'IT IS A STANDARD DISK, STAMPED GOLF 1959, CEMENTED IN A
 ES0526'DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET.  THE MARK IS
 ES0526'67 FEET EAST OF A CLIFF OVER LOOKING THE HIGHWAY, 90 FEET
 ES0526'NORTHEAST OF A POWER LINE POLE IN THE EAST RIGHT-OF-WAY
 ES0526'FENCE AND 3.7 FEET NORTH OF A WITNESS POST.
 ES0526'
 ES0526'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL TO THE
 ES0526'STATION, CONTINUE SOUTH ON THE HIGHWAY FOR ABOUT 0.1 MILE
 ES0526'TO THE NORTH END OF A CUT BANK ON THE EAST SIDE OF THE HIGHWAY.
 ES0526'FROM HERE PACK EAST AND A LITTLE NORTH UP THE SLOPE FOR
 ES0526'ABOUT 100 YARDS TO THE MARK.
 ES0526
 ES0526                          STATION RECOVERY (1959)
 ES0526
 ES0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0526'16.0 MI S FROM FLAGSTAFF.
 ES0526'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0526'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S HIGHWAY 89A,
 ES0526'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0526'HIGHWAY 17, THENCE SOUTH 15.0 MILES ALONG INTERSTATE HIGHWAY 17 TO THE
 ES0526'SOUTH END OF A ROCK CUT THAT IS ABOUT 0.3 MILE SOUTH OF THE NORTHERN
 ES0526'AIRE COUNTRY CLUB GOLF COURSE, THENCE GO NORTH AND WEST UP THE SLOPE
 ES0526'FOR ABOUT 0.1 MILE, 44.0 FEET SOUTHEAST OF THE WITNESS POST, CEMENTED
 ES0526'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES. NOTE-- THE MARK
 ES0526'IS WEST OF THE RIGHT-OF-WAY FENCE).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0872 ***********************************************************************
 DU0872  DESIGNATION -  GOLF
 DU0872  PID         -  DU0872
 DU0872  STATE/COUNTY-  AZ/MARICOPA
 DU0872  USGS QUAD   -  TEMPE (1982)
 DU0872
 DU0872                         *CURRENT SURVEY CONTROL
 DU0872  ___________________________________________________________________
 DU0872* NAD 83(1992)-  33 27 43.29603(N)    111 57 43.87879(W)     ADJUSTED  
 DU0872* NAVD 88     -       387.815  (meters)    1272.36   (feet)  ADJUSTED  
 DU0872  ___________________________________________________________________
 DU0872  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DU0872  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0872  DYNAMIC HT  -         387.366 (meters)    1270.88  (feet)  COMP
 DU0872  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DU0872
 DU0872  HORZ ORDER  -  SECOND
 DU0872  VERT ORDER  -  SECOND    CLASS 0
 DU0872
 DU0872.The horizontal coordinates were established by classical geodetic methods
 DU0872.and adjusted by the National Geodetic Survey in August 1993.
 DU0872
 DU0872.The orthometric height was determined by differential leveling
 DU0872.and adjusted in November 1993.
 DU0872
 DU0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0872
 DU0872.The geoid height was determined by GEOID03.
 DU0872
 DU0872.The dynamic height is computed by dividing the NAVD 88
 DU0872.geopotential number by the normal gravity value computed on the
 DU0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0872.degrees latitude (g = 980.6199 gals.).
 DU0872
 DU0872.The modeled gravity was interpolated from observed gravity values.
 DU0872
 DU0872;                    North         East     Units Scale Factor Converg.
 DU0872;SPC AZ C     -   272,990.066   209,128.568   MT  0.99990022   -0 01 30.4
 DU0872;SPC AZ C     -   895,636.70    686,117.35   iFT  0.99990022   -0 01 30.4
 DU0872;UTM  12      - 3,702,923.160   410,586.092   MT  0.99969856   -0 31 50.1
 DU0872
 DU0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0872!SPC AZ C     -   0.99994378  x   0.99990022  =   0.99984401
 DU0872!UTM  12      -   0.99994378  x   0.99969856  =   0.99964236
 DU0872
 DU0872|---------------------------------------------------------------------|
 DU0872| PID    Reference Object                     Distance      Geod. Az  |
 DU0872|                                                           dddmmss.s |
 DU0872| DU0873 GOLF RM 1                            12.289 METERS 02729     |
 DU0872| DU2182 GOVERNOR HUNTS TOMB                 APPROX. 2.0 KM 1240856.8 |
 DU0872| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 2.4 KM 2264702.5 |
 DU0872| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 2.3 KM 2334426.7 |
 DU0872| CH5041 CTR SEC E ROOSE 52 ST                              2394543.0 |
 DU0872| DU0871 GOLF RM 2                             8.020 METERS 26158     |
 DU0872| DU1737 GOLF RM 3 AZIMUTH                                  2685758.5 |
 DU0872| DU0946 GOLF AZ MK                                         2703853.0 |
 DU0872| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 2.4 KM 2914814.4 |
 DU0872| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 4.2 KM 2945222.4 |
 DU0872|---------------------------------------------------------------------|
 DU0872
 DU0872                          SUPERSEDED SURVEY CONTROL
 DU0872
 DU0872  NAD 83(1986)-  33 27 43.29053(N)    111 57 43.88393(W) AD(       ) 2
 DU0872  NAD 27      -  33 27 43.13250(N)    111 57 41.35690(W) AD(       ) 2
 DU0872  NGVD 29 (??/??/92)  387.151  (m)         1270.18   (f) ADJ UNCH    2 0
 DU0872
 DU0872.Superseded values are not recommended for survey control.
 DU0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0872.See file dsdata.txt to determine how the superseded data were derived.
 DU0872
 DU0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1058602923(NAD 83)
 DU0872_MARKER: DE = TRAVERSE STATION DISK
 DU0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0872_STAMPING: GOLF 1963
 DU0872_MARK LOGO: CGS   
 DU0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0872+STABILITY: SURFACE MOTION
 DU0872
 DU0872  HISTORY     - Date     Condition        Report By
 DU0872  HISTORY     - 1963     MONUMENTED       CGS
 DU0872  HISTORY     - 1963     GOOD             CGS
 DU0872  HISTORY     - 1970     GOOD             NGS
 DU0872  HISTORY     - 1974     GOOD             NGS
 DU0872  HISTORY     - 1982     GOOD             AZDT
 DU0872  HISTORY     - 1984     GOOD             AZDT
 DU0872  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0872
 DU0872                          STATION DESCRIPTION
 DU0872
 DU0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0872'THE STATION IS LOCATED ABOUT 7 MILES EAST OF THE CENTER OF
 DU0872'PHOENIX, ABOUT 1/2 MILE SOUTH OF EAST MC DOWELL ROAD ON A
 DU0872'SMALL HILL NORTHWEST OF THE NORTHWEST CORNER OF A GOLF COURSE
 DU0872'IN PAPAGO PARK.
 DU0872'
 DU0872'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0872'ROAD AND NORTH 52ND STREET, GO SOUTH ON NORTH 52ND STREET
 DU0872'FOR 0.2 MILE TO AZIMUTH MARK ON LEFT, CONTINUE SOUTH FOR
 DU0872'0.1 MILE TO A OILED ROAD LEFT, TURN LEFT, GO NORTHEAST AND EAST ON
 DU0872'OILED ROAD FOR 0.4 MILE TO WHERE OILED ROAD TURNS RIGHT, CONTINUE
 DU0872'STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION ON LEFT.
 DU0872'
 DU0872'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0872'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GOLF 1963.
 DU0872'THE MARK IS 104 FEET EAST-NORTHEAST OF OILED ROAD, 5.5 FEET
 DU0872'NORTH OF WITNESS POST AND FENCE AND 4 FEET WEST OF A POWER
 DU0872'POLE.
 DU0872'
 DU0872'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DU0872'OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED
 DU0872'GOLF NO 1 1963.  THE MARK IS 45.7 FEET NORTH-NORTHEAST OF
 DU0872'WITNESS POST, 39.5 FEET NORTH-NORTHEAST OF A POWER POLE
 DU0872'AND 43 FEET NORTH OF FENCE.
 DU0872'
 DU0872'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DU0872'OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GOLF NO
 DU0872'1 1963.  THE MARK IS 30.5 FEET WEST OF A POWER POLE, 25 FEET WEST
 DU0872'OF WITNESS POST AND 2.5 FEET NORTH OF FENCE.
 DU0872'
 DU0872'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DU0872'IN THE EAST CURB OF NORTH 52ND STREET AND STAMPED GOLF 1963.
 DU0872'THE MARK IS 23.5 FEET NORTH OF POWER POLE NUMBER 22, 23 FEET
 DU0872'EAST OF CENTER OF NORTH 52ND STREET AND 7.5 FEET WEST OF
 DU0872'FENCE.
 DU0872'
 DU0872'CENTER SECTION, A CITY OF PHOENIX SURVEY POINT LOCATED IN
 DU0872'THE INTERSECTION OF EAST ROOSEVELT STREET AND NORTH 52ND STREET,
 DU0872'IS A SMALL ROCK SET IN ASPHALT IN CENTER OF A WHITE CROSS
 DU0872'AND FOUR NAILS.  THE MARK IS 47.8 FEET NORTHWEST OF POWER
 DU0872'POLE NUMBER 115, 33.6 FEET SOUTHWEST OF STREET E. ROOSEVELT AND
 DU0872'N. 52ND AND 3.1 FEET EAST OF THE WEST EDGE OF BLACKTOP.
 DU0872'
 DU0872'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 59.58 FEET OR
 DU0872'18.162 METERS.
 DU0872
 DU0872                          STATION RECOVERY (1963)
 DU0872
 DU0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0872'IN PHOENIX.
 DU0872'0.25 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0872'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0872'0.45 MILE EAST ALONG A GRAVEL ROAD ALONG THE SOUTH SIDE OF A FENCE AND
 DU0872'POWER LINE TO THE FIRST POLE WEST OF WHERE THE POWER LINE TURNS SOUTH,
 DU0872'17 FEET NORTH OF THE CENTER OF THE ROAD, 4 FEET WEST OF A POWER POLE,
 DU0872'5.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DU0872'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE-- RM 1 IS 40.3
 DU0872'FEET NORTHEAST OF TRAVERSE STATION GOLF, 52.6 FEET NORTH OF THE CENTER
 DU0872'OF THE ROAD, 18 FEET WEST OF THE CENTER OF TRACK ROAD LEADING
 DU0872'NORTHEAST, 39.5 FEET NORTHEAST OF A POWER POLE, 45.6 FEET NORTHEAST OF
 DU0872'A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED
 DU0872'GOLF NO 1 1963, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. RM
 DU0872'2 IS 26.3 FEET WEST OF TRAVERSE STATION GOLF, 25 FEET NORTH OF THE
 DU0872'CENTER OF THE ROAD, 30.2 FEET WEST OF A POWER POLE, 2.5 FEET NORTH OF
 DU0872'A FENCE, 24.9 FEET WEST OF A METAL WITNESS POST, AND IS A C AND GS
 DU0872'REFERENCE MARK DISK STAMPED GOLF NO 2 1963, SET IN TOP OF A CONCRETE
 DU0872'POST PROJECTING 3 INCHES.
 DU0872
 DU0872                          STATION RECOVERY (1970)
 DU0872
 DU0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0872'RECOVERED IN GOOD CONDITION.
 DU0872
 DU0872                          STATION RECOVERY (1974)
 DU0872
 DU0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU0872'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DU0872'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 DU0872'WHEN CURBING WAS REMOVED FOR A NEW ENTRANCE TO THE ARMORY
 DU0872'AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DU0872'
 DU0872'THE STATION MARK IS A STANDARD DISK STAMPED, GOLF 1963.  IT
 DU0872'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0872'ABOUT 2 INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF THE ROAD, 6
 DU0872'FEET NORTH OF WITNESS POST AND 4 FEET WEST OF POWER POLE
 DU0872'NUMBER 535.
 DU0872'
 DU0872'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GOLF NO 1 1963.
 DU0872'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0872'ABOUT 1-1/2 INCHES.  IT IS 45 FEET NORTH OF THE WITNESS POST,
 DU0872'61 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 DU0872'ELEVATION AS THE STATION.
 DU0872'
 DU0872'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GOLF NO 2 1963.
 DU0872'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU0872'ABOUT 1-1/2 INCHES.  IT IS 25 FEET WEST OF THE WITNESS POST,
 DU0872'22 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 DU0872'ELEVATION AS THE STATION.
 DU0872'
 DU0872'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GOLF 1963 NO
 DU0872'3 1974.  IT IS SET IN A DRILL HOLE IN THE CURBING ALONG THE
 DU0872'WEST SIDE OF 52ND STREET.  AT AN INTERSECTION WITH A TRAFFIC
 DU0872'LIGHT.  THE CROSS STREET LEADING TO THE NATIONAL GUARD ARMORY
 DU0872'TO THE EAST AND TO A MOTEROLA PLANT WEST.  THE MARK IS IN
 DU0872'THE SOUTHWEST CORNER OF THE INTERSECTION, 6 FEET SOUTH OF A
 DU0872'CROSSWALK, 4 FEET EAST OF A FIRE HYDRANT AND IN THE SAME AREA
 DU0872'AS THE 1963 AZIMUTH MARK.
 DU0872'
 DU0872'THE ROUTE TO THE STATION REMAINS UNCHANGED.
 DU0872'
 DU0872'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0872'
 DU0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST
 DU0872'OF PHOENIX
 DU0872
 DU0872                          STATION RECOVERY (1982)
 DU0872
 DU0872'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0872'RECOVERED IN GOOD CONDITION.
 DU0872
 DU0872                          STATION RECOVERY (1984)
 DU0872
 DU0872'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU0872'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DU0872'AS DESCRIBED IN 1974.  THE ROUTE TO THE STATION IS ADEQUATE.
 DU0872
 DU0872                          STATION RECOVERY (2006)
 DU0872
 DU0872'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0872'A PERIMETER WALL HAS BEEN BUILT IN THE AREA FOR THE AZNG. UNABLE TO
 DU0872'DETERMINE IF THE MARK IS INSIDE THE WALL, OR WAS DESTROYED BY IT'S
 DU0872'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0946 ***********************************************************************
 DU0946  DESIGNATION -  GOLF AZ MK
 DU0946  PID         -  DU0946
 DU0946  STATE/COUNTY-  AZ/MARICOPA
 DU0946  USGS QUAD   -  TEMPE (1982)
 DU0946
 DU0946                         *CURRENT SURVEY CONTROL
 DU0946  ___________________________________________________________________
 DU0946* NAD 83(1986)-  33 27 37.     (N)    111 58 11.     (W)     SCALED    
 DU0946* NAVD 88     -       374.47   (+/-2cm)    1228.6    (feet)  VERTCON   
 DU0946  ___________________________________________________________________
 DU0946  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0946
 DU0946.The horizontal coordinates were scaled from a topographic map and have
 DU0946.an estimated accuracy of +/- 6 seconds.
 DU0946
 DU0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0946.The vertical order pertains to the NGVD 29 superseded value.
 DU0946
 DU0946.The geoid height was determined by GEOID03.
 DU0946
 DU0946;                    North         East    Units  Estimated Accuracy
 DU0946;SPC AZ C     -   272,800.      208,430.      MT  (+/- 180 meters Scaled)
 DU0946
 DU0946                          SUPERSEDED SURVEY CONTROL
 DU0946
 DU0946  NGVD 29 (??/??/92)  373.826  (m)         1226.46   (f) ADJ UNCH    2 0
 DU0946
 DU0946.Superseded values are not recommended for survey control.
 DU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0946.See file dsdata.txt to determine how the superseded data were derived.
 DU0946
 DU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098027(NAD 83)
 DU0946_MARKER: DZ = AZIMUTH MARK DISK
 DU0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0946_SP_SET: CURB
 DU0946_STAMPING: GOLF 1963
 DU0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0946
 DU0946  HISTORY     - Date     Condition        Report By
 DU0946  HISTORY     - 1963     MONUMENTED       CGS
 DU0946  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0946
 DU0946                          STATION DESCRIPTION
 DU0946
 DU0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0946'IN PHOENIX.
 DU0946'0.2 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0946'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, ACROSS
 DU0946'THE STREET FROM THE ENTRANCE TO MOTOROLA INC. 36 FEET EAST OF THE
 DU0946'CENTER OF NORTH 52ND STREET, 7 FEET WEST OF A FENCE, ABOUT 0.5 FOOT
 DU0946'ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF THE EAST CONCRETE
 DU0946'CURB OF THE STREET.
 DU0946
 DU0946                          STATION RECOVERY (2006)
 DU0946
 DU0946'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0946'52ND ST. HAS BEEN WIDENED. NEW CURBS AND SIDEWALKS WERE INSTALLED IN
 DU0946'1994.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0527 ***********************************************************************
 ES0527  DESIGNATION -  GOLF RM 1
 ES0527  PID         -  ES0527
 ES0527  STATE/COUNTY-  AZ/COCONINO
 ES0527  USGS QUAD   -  MUNDS PARK (1974)
 ES0527
 ES0527                         *CURRENT SURVEY CONTROL
 ES0527  ___________________________________________________________________
 ES0527* NAD 83(1986)-  34 56 03.     (N)    111 39 03.     (W)     SCALED    
 ES0527* NAVD 88     -      2008.318  (meters)    6588.96   (feet)  ADJUSTED  
 ES0527  ___________________________________________________________________
 ES0527  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0527  DYNAMIC HT  -        2005.514 (meters)    6579.76  (feet)  COMP
 ES0527  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 ES0527
 ES0527  VERT ORDER  -  SECOND    CLASS 0
 ES0527
 ES0527.The horizontal coordinates were scaled from a topographic map and have
 ES0527.an estimated accuracy of +/- 6 seconds.
 ES0527
 ES0527.The orthometric height was determined by differential leveling
 ES0527.and adjusted in June 1991.
 ES0527
 ES0527.The geoid height was determined by GEOID03.
 ES0527
 ES0527.The dynamic height is computed by dividing the NAVD 88
 ES0527.geopotential number by the normal gravity value computed on the
 ES0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0527.degrees latitude (g = 980.6199 gals.).
 ES0527
 ES0527.The modeled gravity was interpolated from observed gravity values.
 ES0527
 ES0527;                    North         East    Units  Estimated Accuracy
 ES0527;SPC AZ C     -   436,300.      237,640.      MT  (+/- 180 meters Scaled)
 ES0527
 ES0527                          SUPERSEDED SURVEY CONTROL
 ES0527
 ES0527  NGVD 29 (??/??/92) 2007.381  (m)         6585.88   (f) ADJ UNCH    2 0
 ES0527
 ES0527.Superseded values are not recommended for survey control.
 ES0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0527.See file dsdata.txt to determine how the superseded data were derived.
 ES0527
 ES0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD405659(NAD 83)
 ES0527_MARKER: DR = REFERENCE MARK DISK
 ES0527_SETTING: 80 = SET IN A BOULDER
 ES0527_SP_SET: BOULDER
 ES0527_STAMPING: GOLF NO 1 1959
 ES0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0527+STABILITY: SURFACE MOTION
 ES0527
 ES0527  HISTORY     - Date     Condition        Report By
 ES0527  HISTORY     - 1959     MONUMENTED       CGS
 ES0527
 ES0527                          STATION DESCRIPTION
 ES0527
 ES0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0527'16.0 MI S FROM GLAGSTAFF.
 ES0527'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0527'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S HIGHWAY 89A,
 ES0527'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0527'HIGHWAY 17, THENCE SOUTH ALONG INTERSTATE HIGHWAY 17 FOR 15.0 MILES TO
 ES0527'THE SOUTH END OF A ROCK CUT, THENCE GO NORTH AND WEST UP THE SLOPE
 ES0527'ABOUT 0.1 MILE, 69 FEET NORTHEAST OF THE STATION MARK, 97 FEET EAST OF
 ES0527'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0527'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0873 ***********************************************************************
 DU0873  DESIGNATION -  GOLF RM 1
 DU0873  PID         -  DU0873
 DU0873  STATE/COUNTY-  AZ/MARICOPA
 DU0873  USGS QUAD   -  TEMPE (1982)
 DU0873
 DU0873                         *CURRENT SURVEY CONTROL
 DU0873  ___________________________________________________________________
 DU0873* NAD 83(1986)-  33 27 43.     (N)    111 57 44.     (W)     SCALED    
 DU0873* NAVD 88     -       388.017  (meters)    1273.02   (feet)  ADJUSTED  
 DU0873  ___________________________________________________________________
 DU0873  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0873  DYNAMIC HT  -         387.568 (meters)    1271.55  (feet)  COMP
 DU0873  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DU0873
 DU0873  VERT ORDER  -  SECOND    CLASS 0
 DU0873
 DU0873.The horizontal coordinates were scaled from a topographic map and have
 DU0873.an estimated accuracy of +/- 6 seconds.
 DU0873
 DU0873.The orthometric height was determined by differential leveling
 DU0873.and adjusted in November 1993.
 DU0873
 DU0873.The geoid height was determined by GEOID03.
 DU0873
 DU0873.The dynamic height is computed by dividing the NAVD 88
 DU0873.geopotential number by the normal gravity value computed on the
 DU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0873.degrees latitude (g = 980.6199 gals.).
 DU0873
 DU0873.The modeled gravity was interpolated from observed gravity values.
 DU0873
 DU0873;                    North         East    Units  Estimated Accuracy
 DU0873;SPC AZ C     -   272,980.      209,130.      MT  (+/- 180 meters Scaled)
 DU0873
 DU0873                          SUPERSEDED SURVEY CONTROL
 DU0873
 DU0873  NGVD 29 (??/??/92)  387.353  (m)         1270.84   (f) ADJ UNCH    2 0
 DU0873
 DU0873.Superseded values are not recommended for survey control.
 DU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0873.See file dsdata.txt to determine how the superseded data were derived.
 DU0873
 DU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC105029(NAD 83)
 DU0873_MARKER: DR = REFERENCE MARK DISK
 DU0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0873_STAMPING: GOLF NO 1 1963
 DU0873_MARK LOGO: CGS   
 DU0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0873+STABILITY: SURFACE MOTION
 DU0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0873+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2008
 DU0873
 DU0873  HISTORY     - Date     Condition        Report By
 DU0873  HISTORY     - 1963     MONUMENTED       CGS
 DU0873  HISTORY     - 1970     GOOD             NGS
 DU0873  HISTORY     - 1982     GOOD             AZDT
 DU0873  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU0873  HISTORY     - 20080406 GOOD             GEOCAC
 DU0873
 DU0873                          STATION DESCRIPTION
 DU0873
 DU0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0873'IN PHOENIX.
 DU0873'0.25 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0873'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0873'0.45 MILE EAST ALONG A GRAVEL ROAD ALONG THE SOUTH SIDE OF A FENCE AND
 DU0873'POWER LINE TO THE FIRST POLE WEST OF WHERE THE POWER LINE TURNS SOUTH,
 DU0873'40.3 FEET NORTHEAST OF TRAVERSE STATION GOLF, 52.6 FEET NORTH OF THE
 DU0873'CENTER OF THE ROAD, 18 FEET WEST OF THE CENTER OF A TRACK ROAD LEADING
 DU0873'NORTHEAST, 39.5 FEET NORTHEAST OF A POWER POLE, 45.6 FEET NORTHEAST OF
 DU0873'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DU0873'INCHES.
 DU0873
 DU0873                          STATION RECOVERY (1970)
 DU0873
 DU0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0873'RECOVERED IN GOOD CONDITION.
 DU0873
 DU0873                          STATION RECOVERY (1982)
 DU0873
 DU0873'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0873'RECOVERED IN GOOD CONDITION.
 DU0873
 DU0873                          STATION RECOVERY (2006)
 DU0873
 DU0873'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0873'SEEMS TO HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF A PERIMETER
 DU0873'WALL AROUND THE ARIZONA NATIONAL GUARD FACILITY TO THE NORTH.
 DU0873
 DU0873                          STATION RECOVERY (2008)
 DU0873
 DU0873'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0873'MARK IS NOT DESTROYED, BUT MAY BE OBSCURED BY VEHICLES PARKED OVER IT.
 DU0873' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0525 ***********************************************************************
 ES0525  DESIGNATION -  GOLF RM 2
 ES0525  PID         -  ES0525
 ES0525  STATE/COUNTY-  AZ/COCONINO
 ES0525  USGS QUAD   -  MUNDS PARK (1974)
 ES0525
 ES0525                         *CURRENT SURVEY CONTROL
 ES0525  ___________________________________________________________________
 ES0525* NAD 83(1986)-  34 56 03.     (N)    111 39 03.     (W)     SCALED    
 ES0525* NAVD 88     -      2008.872  (meters)    6590.77   (feet)  ADJUSTED  
 ES0525  ___________________________________________________________________
 ES0525  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0525  DYNAMIC HT  -        2006.068 (meters)    6581.57  (feet)  COMP
 ES0525  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 ES0525
 ES0525  VERT ORDER  -  SECOND    CLASS 0
 ES0525
 ES0525.The horizontal coordinates were scaled from a topographic map and have
 ES0525.an estimated accuracy of +/- 6 seconds.
 ES0525
 ES0525.The orthometric height was determined by differential leveling
 ES0525.and adjusted in June 1991.
 ES0525
 ES0525.The geoid height was determined by GEOID03.
 ES0525
 ES0525.The dynamic height is computed by dividing the NAVD 88
 ES0525.geopotential number by the normal gravity value computed on the
 ES0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0525.degrees latitude (g = 980.6199 gals.).
 ES0525
 ES0525.The modeled gravity was interpolated from observed gravity values.
 ES0525
 ES0525;                    North         East    Units  Estimated Accuracy
 ES0525;SPC AZ C     -   436,300.      237,640.      MT  (+/- 180 meters Scaled)
 ES0525
 ES0525                          SUPERSEDED SURVEY CONTROL
 ES0525
 ES0525  NGVD 29 (??/??/92) 2007.935  (m)         6587.70   (f) ADJ UNCH    2 0
 ES0525
 ES0525.Superseded values are not recommended for survey control.
 ES0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0525.See file dsdata.txt to determine how the superseded data were derived.
 ES0525
 ES0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD405659(NAD 83)
 ES0525_MARKER: DR = REFERENCE MARK DISK
 ES0525_SETTING: 80 = SET IN A BOULDER
 ES0525_SP_SET: BOULDER
 ES0525_STAMPING: GOLF NO 2 1959
 ES0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0525+STABILITY: SURFACE MOTION
 ES0525
 ES0525  HISTORY     - Date     Condition        Report By
 ES0525  HISTORY     - 1959     MONUMENTED       CGS
 ES0525
 ES0525                          STATION DESCRIPTION
 ES0525
 ES0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0525'16.0 MI S FROM FLAGSTAFF.
 ES0525'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0525'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0525'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0525'HIGHWAY 17, THENCE SOUTH 15.0 MILES ALONG INTERSTATE HIGHWAY 17 TO THE
 ES0525'SOUTH END OF A ROCK CUT, THENCE GO NORTH AND WEST UP THE SLOPE ABOUT
 ES0525'0.1 MILE, 95.6 FEET SOUTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL
 ES0525'HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0871 ***********************************************************************
 DU0871  DESIGNATION -  GOLF RM 2
 DU0871  PID         -  DU0871
 DU0871  STATE/COUNTY-  AZ/MARICOPA
 DU0871  USGS QUAD   -  TEMPE (1982)
 DU0871
 DU0871                         *CURRENT SURVEY CONTROL
 DU0871  ___________________________________________________________________
 DU0871* NAD 83(1986)-  33 27 43.     (N)    111 57 44.     (W)     SCALED    
 DU0871* NAVD 88     -       387.693  (meters)    1271.96   (feet)  ADJUSTED  
 DU0871  ___________________________________________________________________
 DU0871  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0871  DYNAMIC HT  -         387.244 (meters)    1270.48  (feet)  COMP
 DU0871  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DU0871
 DU0871  VERT ORDER  -  SECOND    CLASS 0
 DU0871
 DU0871.The horizontal coordinates were scaled from a topographic map and have
 DU0871.an estimated accuracy of +/- 6 seconds.
 DU0871
 DU0871.The orthometric height was determined by differential leveling
 DU0871.and adjusted in November 1993.
 DU0871
 DU0871.The geoid height was determined by GEOID03.
 DU0871
 DU0871.The dynamic height is computed by dividing the NAVD 88
 DU0871.geopotential number by the normal gravity value computed on the
 DU0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0871.degrees latitude (g = 980.6199 gals.).
 DU0871
 DU0871.The modeled gravity was interpolated from observed gravity values.
 DU0871
 DU0871;                    North         East    Units  Estimated Accuracy
 DU0871;SPC AZ C     -   272,980.      209,130.      MT  (+/- 180 meters Scaled)
 DU0871
 DU0871                          SUPERSEDED SURVEY CONTROL
 DU0871
 DU0871  NGVD 29 (??/??/92)  387.029  (m)         1269.78   (f) ADJ UNCH    2 0
 DU0871
 DU0871.Superseded values are not recommended for survey control.
 DU0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0871.See file dsdata.txt to determine how the superseded data were derived.
 DU0871
 DU0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC105029(NAD 83)
 DU0871_MARKER: DR = REFERENCE MARK DISK
 DU0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0871_STAMPING: GOLF NO 2 1963
 DU0871_MARK LOGO: CGS   
 DU0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0871+STABILITY: SURFACE MOTION
 DU0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0871+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 DU0871
 DU0871  HISTORY     - Date     Condition        Report By
 DU0871  HISTORY     - 1963     MONUMENTED       CGS
 DU0871  HISTORY     - 1970     GOOD             NGS
 DU0871  HISTORY     - 1982     GOOD             AZDT
 DU0871  HISTORY     - 20060817 GOOD             GEOCAC
 DU0871
 DU0871                          STATION DESCRIPTION
 DU0871
 DU0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0871'IN PHOENIX.
 DU0871'0.25 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0871'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0871'0.45 MILE EAST ALONG A GRAVEL ROAD ALONG THE SOUTH SIDE OF A FENCE AND
 DU0871'POWER LINE TO THE FIRST POLE WEST OF WHERE THE POWER LINE TURNS SOUTH,
 DU0871'26.3 FEET WEST OF TRAVERSE STATION GOLF, 25 FEET NORTH OF THE CENTER
 DU0871'OF THE ROAD, 30.2 FEET WEST OF A POWER POLE, 2.5 FEET NORTH OF A
 DU0871'FENCE, 24.9 FEET WEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DU0871'CONCRETE POST PROJECTING 3 INCHES.
 DU0871
 DU0871                          STATION RECOVERY (1970)
 DU0871
 DU0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0871'RECOVERED IN GOOD CONDITION.
 DU0871
 DU0871                          STATION RECOVERY (1982)
 DU0871
 DU0871'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0871'RECOVERED IN GOOD CONDITION.
 DU0871
 DU0871                          STATION RECOVERY (2006)
 DU0871
 DU0871'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1737 ***********************************************************************
 DU1737  DESIGNATION -  GOLF RM 3 AZIMUTH
 DU1737  PID         -  DU1737
 DU1737  STATE/COUNTY-  AZ/MARICOPA
 DU1737  USGS QUAD   -  TEMPE (1982)
 DU1737
 DU1737                         *CURRENT SURVEY CONTROL
 DU1737  ___________________________________________________________________
 DU1737* NAD 83(1986)-  33 27 43.     (N)    111 58 12.     (W)     SCALED    
 DU1737* NAVD 88     -       374.054  (meters)    1227.21   (feet)  ADJUSTED  
 DU1737  ___________________________________________________________________
 DU1737  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU1737  DYNAMIC HT  -         373.621 (meters)    1225.79  (feet)  COMP
 DU1737  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DU1737
 DU1737  VERT ORDER  -  SECOND    CLASS I
 DU1737
 DU1737.The horizontal coordinates were scaled from a topographic map and have
 DU1737.an estimated accuracy of +/- 6 seconds.
 DU1737
 DU1737.The orthometric height was determined by differential leveling
 DU1737.and adjusted in November 1993.
 DU1737
 DU1737.The geoid height was determined by GEOID03.
 DU1737
 DU1737.The dynamic height is computed by dividing the NAVD 88
 DU1737.geopotential number by the normal gravity value computed on the
 DU1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1737.degrees latitude (g = 980.6199 gals.).
 DU1737
 DU1737.The modeled gravity was interpolated from observed gravity values.
 DU1737
 DU1737;                    North         East    Units  Estimated Accuracy
 DU1737;SPC AZ C     -   272,980.      208,400.      MT  (+/- 180 meters Scaled)
 DU1737
 DU1737                          SUPERSEDED SURVEY CONTROL
 DU1737
 DU1737.No superseded survey control is available for this station.
 DU1737
 DU1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098029(NAD 83)
 DU1737_MARKER: DR = REFERENCE MARK DISK
 DU1737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1737_SP_SET: CONCRETE CURB
 DU1737_STAMPING: GOLF NO 3 1974
 DU1737_MARK LOGO: NGS   
 DU1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1737
 DU1737  HISTORY     - Date     Condition        Report By
 DU1737  HISTORY     - 1974     MONUMENTED       NGS
 DU1737  HISTORY     - 1982     GOOD             AZDT
 DU1737  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 DU1737
 DU1737                          STATION DESCRIPTION
 DU1737
 DU1737'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1737'IN PHOENIX.
 DU1737'IN PHOENIX, FROM THE INTERSECTION OF 64TH STREET AND EAST MCDOWELL
 DU1737'TRAVEL WEST ALONG MCDOWELL FOR 1.5 MI (2.41 KM) TO 52ND STREET, THENCE
 DU1737'SOUTH ALONG 52ND STREET FOR 0.26 MI (0.42 KM) TO THE EAST ENTRANCE TO
 DU1737'MOTOROLA AND THE MARK ON THE SOUTHWEST CORNER, 33 FT (10.06 METERS)
 DU1737'WEST OF CENTERLINE OF 52ND STREET, 8.2 FT (2.50 METERS) EAST OF
 DU1737'CHAINLINK FENCE, 6.2 FT (1.89 METERS) NORTHEAST OF FIRE HYDRANT, 8.1
 DU1737'FT (2.47 METERS) SOUTHEAST OF THE TRAFFIC LIGHT BASE ON THE SOUTHWEST
 DU1737'CORNER, A STANDARD NGS BRASS CAP ON CURB.
 DU1737
 DU1737                          STATION RECOVERY (2006)
 DU1737
 DU1737'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1737'52ND ST. HAS BEEN WIDENED. NEW CURBS AND SIDEWALKS WERE INSTALLED IN
 DU1737'1994.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0970 ***********************************************************************
 DU0970  DESIGNATION -  GOMEZ 2
 DU0970  PID         -  DU0970
 DU0970  STATE/COUNTY-  AZ/MARICOPA
 DU0970  USGS QUAD   -  TEMPE (1982)
 DU0970
 DU0970                         *CURRENT SURVEY CONTROL
 DU0970  ___________________________________________________________________
 DU0970* NAD 83(1992)-  33 25 20.34670(N)    111 58 14.92114(W)     NO CHECK  
 DU0970* NAVD 88     -       347.63   (+/-2cm)    1140.5    (feet)  VERTCON   
 DU0970  ___________________________________________________________________
 DU0970  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DU0970  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0970  HORZ ORDER  -  SECOND
 DU0970  VERT ORDER  -  THIRD (See Below)
 DU0970
 DU0970.The horizontal coordinates were established by classical geodetic methods
 DU0970.and adjusted by the National Geodetic Survey in August 1993.
 DU0970.No horizontal observational check was made to the station.
 DU0970
 DU0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0970.The vertical order pertains to the NGVD 29 superseded value.
 DU0970
 DU0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0970
 DU0970.The geoid height was determined by GEOID03.
 DU0970
 DU0970;                    North         East     Units Scale Factor Converg.
 DU0970;SPC AZ C     -   268,586.766   208,324.745   MT  0.99990031   -0 01 47.4
 DU0970;SPC AZ C     -   881,190.18    683,480.13   iFT  0.99990031   -0 01 47.4
 DU0970;UTM  12      - 3,698,528.001   409,743.644   MT  0.99970043   -0 32 05.2
 DU0970
 DU0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0970!SPC AZ C     -   0.99995009  x   0.99990031  =   0.99985041
 DU0970!UTM  12      -   0.99995009  x   0.99970043  =   0.99965054
 DU0970
 DU0970:                Primary Azimuth Mark                     Grid Az
 DU0970:SPC AZ C     -  HUMM                                     172 21 28.2
 DU0970:UTM  12      -  HUMM                                     172 51 46.0
 DU0970
 DU0970|---------------------------------------------------------------------|
 DU0970| PID    Reference Object                     Distance      Geod. Az  |
 DU0970|                                                           dddmmss.s |
 DU0970| DU0972 HUMM                                APPROX. 0.9 KM 1721940.8 |
 DU0970| DU0968 GOMEZ                                35.670 METERS 17814     |
 DU0970| CH5239 GOMEZ 2 RM 3                         20.756 METERS 27536     |
 DU0970| CH5240 GOMEZ 2 RM 4                         20.733 METERS 35931     |
 DU0970|---------------------------------------------------------------------|
 DU0970
 DU0970                          SUPERSEDED SURVEY CONTROL
 DU0970
 DU0970  NAD 83(1986)-  33 25 20.34043(N)    111 58 14.92613(W) AD(       ) 2
 DU0970  NAD 27      -  33 25 20.17705(N)    111 58 12.40150(W) AD(       ) 2
 DU0970  NGVD 29 (??/??/??)  346.99   (m)         1138.4    (f) RESET       3  
 DU0970
 DU0970.Superseded values are not recommended for survey control.
 DU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0970.See file dsdata.txt to determine how the superseded data were derived.
 DU0970
 DU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0974498528(NAD 83)
 DU0970_MARKER: DS = TRIANGULATION STATION DISK
 DU0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0970_STAMPING: GOMEZ 2 BM RESET 1967
 DU0970_MARK LOGO: CGS   
 DU0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0970+STABILITY: SURFACE MOTION
 DU0970
 DU0970  HISTORY     - Date     Condition        Report By
 DU0970  HISTORY     - 1967     MONUMENTED       AZHD
 DU0970  HISTORY     - 1968     GOOD             AZDT
 DU0970  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DU0970  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0970
 DU0970                          STATION DESCRIPTION
 DU0970
 DU0970'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DU0970'STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF THE CENTER OF
 DU0970'PHOENIX, ABOUT 2 MILES WEST-SOUTHWEST OF TEMPE AND ON THE
 DU0970'NORTH SIDE OF UNIVERSITY DRIVE.
 DU0970'
 DU0970'TO REACH FROM EAST WASHINGTON STREET AND SOUTH 48TH STREET
 DU0970'IN THE EAST SECTION OF PHOENIX, GO SOUTH ON SOUTH 48TH STREET
 DU0970'FOR 1.7 MILES TO UNIVERSITY DRIVE, TURN LEFT AND GO EAST ON
 DU0970'UNIVERSITY DRIVE FOR 0.45 MILE TO THE STATION ON LEFT AS
 DU0970'DESCRIBED.
 DU0970'
 DU0970'STATION MARK IS A STANDARD DISK STAMPED GOMEZ 2 BM RESET 1967
 DU0970'SET IN AN 8 1/2-INCH CIRCULAR CONCRETE MONUMENT FLUSH WITH THE
 DU0970'GROUND.  THE MARK IS 141.327 FEET NORTH OF THE CENTER LINE OF
 DU0970'UNIVERSITY DRIVE, 55.80 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DU0970'CORNER OF AN ABANDONED ADOBE HOUSE, 3.5 FEET NORTH OF A WITNESS
 DU0970'POST AND 0.40 FEET EAST OF A NORTH-SOUTH FENCE.
 DU0970'
 DU0970'REFERENCE MARK 38 A STANDARD REFERENCE MARK DISK STAMPED
 DU0970'GOMEZ 2 NO 3 RESET 1967 SET IN A 8 1/2-INCH CIRCULAR CONCRETE
 DU0970'MONUMENT PROJECTING 0.3 FEET.  THE MARK IS 4.0 FEET
 DU0970'SOUTH-SOUTHWEST OF A 14-INCH MESQUITE TREE AND 0.40 FEET
 DU0970'EAST OF A NORTH-SOUTH FENCE.
 DU0970'
 DU0970'REFERENCE MARK 4, A STANDARD REFERENCE MARK DISK STAMPED
 DU0970'GOMEZ 2 NO 4 RESET 1967 SET IN AN 8 1/2-INCH CIRCULAR CONCRETE
 DU0970'MONUMENT PROJECTING 0.10 FEET.  THE MARK IS 0.40 FEET EAST OF
 DU0970'A NORTH-SOUTH FENCE.
 DU0970'
 DU0970'NO AZIMUTH MARK WAS SET.
 DU0970
 DU0970                          STATION RECOVERY (1968)
 DU0970
 DU0970'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1968
 DU0970'6.5 MI SE FROM PHOENIX.
 DU0970'STATION MARK IS A STANDARD DISK STAMPED GOMEZ 2 BM RESET 1967 SET IN
 DU0970'AN 8 1/2 IN. CIRCULAR CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 DU0970'MARK IS 141.327 FT. NORTH OF THE CENTER LINE OF UNIVERSITY DRIVE,
 DU0970'55.80 FT. NORTH-NORTHEAST OF THE NORTHEAST CORNER AN ABANDONED ADOBE
 DU0970'HOUSE, 3.5 FT. NORTH OF A WITNESS POST AND 0.40 FT. EAST OF A
 DU0970'NORTH-SOUTH FENCE.
 DU0970
 DU0970                          STATION RECOVERY (1989)
 DU0970
 DU0970'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 DU0970'MARK NOT FOUND.
 DU0970
 DU0970                          STATION RECOVERY (2006)
 DU0970
 DU0970'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0970'DID NOT FIND THE STATION MARK. THE AREA IS NOW A PAVED PARKING LOT FOR
 DU0970'A BUSINESS. THERE IS NO LONGER AN ADOBE HOUSE, WITNESS POST, OR FENCE
 DU0970'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0969 ***********************************************************************
 DU0969  DESIGNATION -  GOMEZ RM 1
 DU0969  PID         -  DU0969
 DU0969  STATE/COUNTY-  AZ/MARICOPA
 DU0969  USGS QUAD   -  TEMPE (1982)
 DU0969
 DU0969                         *CURRENT SURVEY CONTROL
 DU0969  ___________________________________________________________________
 DU0969* NAD 83(1986)-  33 25 19.     (N)    111 58 15.     (W)     SCALED    
 DU0969* NAVD 88     -       347.54   (+/-2cm)    1140.2    (feet)  VERTCON   
 DU0969  ___________________________________________________________________
 DU0969  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0969
 DU0969.The horizontal coordinates were scaled from a topographic map and have
 DU0969.an estimated accuracy of +/- 6 seconds.
 DU0969
 DU0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0969.The vertical order pertains to the NGVD 29 superseded value.
 DU0969
 DU0969.The geoid height was determined by GEOID03.
 DU0969
 DU0969;                    North         East    Units  Estimated Accuracy
 DU0969;SPC AZ C     -   268,550.      208,320.      MT  (+/- 180 meters Scaled)
 DU0969
 DU0969                          SUPERSEDED SURVEY CONTROL
 DU0969
 DU0969  NGVD 29 (??/??/92)  346.896  (m)         1138.11   (f) ADJ UNCH    2 0
 DU0969
 DU0969.Superseded values are not recommended for survey control.
 DU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0969.See file dsdata.txt to determine how the superseded data were derived.
 DU0969
 DU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097984(NAD 83)
 DU0969_MARKER: DR = REFERENCE MARK DISK
 DU0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0969_STAMPING: GOMEZ NO 1 1963
 DU0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0969+STABILITY: SURFACE MOTION
 DU0969
 DU0969  HISTORY     - Date     Condition        Report By
 DU0969  HISTORY     - 1963     MONUMENTED       CGS
 DU0969  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0969
 DU0969                          STATION DESCRIPTION
 DU0969
 DU0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0969'IN PHOENIX.
 DU0969'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0969'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0969'PHOENIX, THENCE 0.4 MILE EAST ALONG TRANSMISSION ROAD, AT AN ABANDONED
 DU0969'ADOBE HOUSE NORTH OF THE ROAD, 35.1 FEET EAST OF TRAVERSE STATION
 DU0969'GOMEZ, 22 FEET NORTH OF THE CENTER OF THE ROAD, 37 FEET EAST OF A
 DU0969'FENCE CORNER 11 FEET WEST OF A TELEPHONE POLE, 0.5 FOOT NORTH OF A
 DU0969'FENCE, 36.0 FEET EAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DU0969'CONCRETE POST FLUSH WITH THE GROUND.
 DU0969
 DU0969                          STATION RECOVERY (2006)
 DU0969
 DU0969'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0969'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES FOR THE STATION POINT
 DU0969'TO THE WESTBOUND LANES OF UNIVERSITY DRIVE, AND THE REFERENCE MARK
 DU0969'WOULD ALSO FALL IN THE ROAD. THERE IS NO LONGER AN ADOBE HOUSE,
 DU0969'TELEPHONE POLE, WITNESS POST, OR FENCE IN THE AREA. BASED ON THE 1967
 DU0969'RECOVERY NOTE FOR DU0968 THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0967 ***********************************************************************
 DU0967  DESIGNATION -  GOMEZ RM 2
 DU0967  PID         -  DU0967
 DU0967  STATE/COUNTY-  AZ/MARICOPA
 DU0967  USGS QUAD   -  TEMPE (1982)
 DU0967
 DU0967                         *CURRENT SURVEY CONTROL
 DU0967  ___________________________________________________________________
 DU0967* NAD 83(1986)-  33 25 19.     (N)    111 58 15.     (W)     SCALED    
 DU0967* NAVD 88     -       347.52   (+/-2cm)    1140.2    (feet)  VERTCON   
 DU0967  ___________________________________________________________________
 DU0967  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0967
 DU0967.The horizontal coordinates were scaled from a topographic map and have
 DU0967.an estimated accuracy of +/- 6 seconds.
 DU0967
 DU0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0967.The vertical order pertains to the NGVD 29 superseded value.
 DU0967
 DU0967.The geoid height was determined by GEOID03.
 DU0967
 DU0967;                    North         East    Units  Estimated Accuracy
 DU0967;SPC AZ C     -   268,550.      208,320.      MT  (+/- 180 meters Scaled)
 DU0967
 DU0967                          SUPERSEDED SURVEY CONTROL
 DU0967
 DU0967  NGVD 29 (??/??/92)  346.883  (m)         1138.07   (f) ADJ UNCH    2 0
 DU0967
 DU0967.Superseded values are not recommended for survey control.
 DU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0967.See file dsdata.txt to determine how the superseded data were derived.
 DU0967
 DU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097984(NAD 83)
 DU0967_MARKER: DR = REFERENCE MARK DISK
 DU0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0967_SP_SET: PORCH
 DU0967_STAMPING: GOMEZ NO 2 1963
 DU0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0967
 DU0967  HISTORY     - Date     Condition        Report By
 DU0967  HISTORY     - 1963     MONUMENTED       CGS
 DU0967  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0967
 DU0967                          STATION DESCRIPTION
 DU0967
 DU0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0967'IN PHOENIX.
 DU0967'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0967'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0967'PHOENIX, THENCE 0.4 MILE EAST ALONG TRANSMISSION ROAD, AT AN ABANDONED
 DU0967'ADOBE HOUSE NORTH OF THE ROAD, 42.1 FEET NORTHWEST OF TRAVERSE STATION
 DU0967'GOMEZ, 58 FEET NORTH OF THE CENTER OF THE ROAD, 42 FEET NORTHWEST OF A
 DU0967'METAL WITNESS POST, AND SET IN TOP OF THE SOUTHEAST CORNER OF CONCRETE
 DU0967'PORCH OF THE ABANDONED ADOBE HOUSE.
 DU0967
 DU0967                          STATION RECOVERY (2006)
 DU0967
 DU0967'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0967'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES FOR THE STATION POINT
 DU0967'TO THE WESTBOUND LANES OF UNIVERSITY DRIVE, AND THE REFERENCE MARK
 DU0967'WOULD ALSO FALL IN THE ROAD. THERE IS NO LONGER AN ADOBE HOUSE,
 DU0967'TELEPHONE POLE, WITNESS POST, OR FENCE IN THE AREA. BASED ON THE 1967
 DU0967'RECOVERY NOTE FOR DU0968 THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1951 ***********************************************************************
 DU1951  DESIGNATION -  GOOD
 DU1951  PID         -  DU1951
 DU1951  STATE/COUNTY-  AZ/GRAHAM
 DU1951  USGS QUAD   -  GERONIMO (1989)
 DU1951
 DU1951                         *CURRENT SURVEY CONTROL
 DU1951  ___________________________________________________________________
 DU1951* NAD 83(1992)-  33 02 42.31239(N)    110 02 56.44564(W)     ADJUSTED  
 DU1951* NAVD 88     -       912.5    (meters)    2994.     (feet)  VERTCON   
 DU1951  ___________________________________________________________________
 DU1951  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DU1951  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DU1951  HORZ ORDER  -  FIRST
 DU1951
 DU1951.The horizontal coordinates were established by classical geodetic methods
 DU1951.and adjusted by the National Geodetic Survey in August 1993.
 DU1951
 DU1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1951
 DU1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1951
 DU1951.The geoid height was determined by GEOID03.
 DU1951
 DU1951;                    North         East     Units Scale Factor Converg.
 DU1951;SPC AZ E     -   226,757.537   224,348.452   MT  0.99990149   +0 03 51.0
 DU1951;SPC AZ E     -   743,955.17    736,051.35   iFT  0.99990149   +0 03 51.0
 DU1951;UTM  12      - 3,656,687.135   588,793.728   MT  0.99969721   +0 31 07.0
 DU1951
 DU1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1951!SPC AZ E     -   0.99986101  x   0.99990149  =   0.99976251
 DU1951!UTM  12      -   0.99986101  x   0.99969721  =   0.99955826
 DU1951
 DU1951:                Primary Azimuth Mark                     Grid Az
 DU1951:SPC AZ E     -  GERONIMO S P WATER TANK                  019 25 17.5
 DU1951:UTM  12      -  GERONIMO S P WATER TANK                  018 58 01.5
 DU1951
 DU1951|---------------------------------------------------------------------|
 DU1951| PID    Reference Object                     Distance      Geod. Az  |
 DU1951|                                                           dddmmss.s |
 DU1951| DU1952 GERONIMO S P WATER TANK             APPROX. 3.8 KM 0192908.5 |
 DU1951| DT0785 GILA PEAK TARGET                    APPROX.18.8 KM 0284623.2 |
 DU1951| DT0780 PEAK TARGET 5 1/2 MI NW SEEP        APPROX.16.6 KM 0580612.8 |
 DU1951| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX. 8.0 KM 0980809.0 |
 DU1951| CY1245 HOT SPRINGS HOTEL BELFRY            APPROX.14.9 KM 1102543.6 |
 DU1951| CD2950 GOOD AZ MK                                         1704140.9 |
 DU1951| CZ1756 TARGET ABOUT 4 MI SW OF STEER       APPROX.16.5 KM 2092145.8 |
 DU1951| CD2951 GOOD RM 1                            12.635 METERS 24736     |
 DU1951| CD2952 GOOD RM 2                            25.762 METERS 35352     |
 DU1951|---------------------------------------------------------------------|
 DU1951
 DU1951                          SUPERSEDED SURVEY CONTROL
 DU1951
 DU1951  NAD 83(1986)-  33 02 42.30772(N)    110 02 56.44516(W) AD(       ) 1
 DU1951  NAD 27      -  33 02 42.09600(N)    110 02 54.14000(W) AD(       ) 1
 DU1951  NGVD 29 (07/19/86)  911.9    (m)         2992.     (f) VERT ANG    3  
 DU1951
 DU1951.Superseded values are not recommended for survey control.
 DU1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1951.See file dsdata.txt to determine how the superseded data were derived.
 DU1951
 DU1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8879456687(NAD 83)
 DU1951_MARKER: DS = TRIANGULATION STATION DISK
 DU1951_SETTING: 66 = SET IN ROCK OUTCROP
 DU1951_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU1951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1951+STABILITY: POSITION/ELEVATION WELL
 DU1951
 DU1951  HISTORY     - Date     Condition        Report By
 DU1951  HISTORY     - 1945     MONUMENTED       CGS
 DU1951  HISTORY     - 1967     GOOD             AMS
 DU1951  HISTORY     - 1985     GOOD             AZDT
 DU1951
 DU1951                          STATION DESCRIPTION
 DU1951
 DU1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1951'STATION IS 2-1/2 MILES (AIR LINE) SSW OF GERONIMO, 24-1/2
 DU1951'MILES (AIR LINE) NW OF SAFFORD, AND IS ABOUT 12 MILES ESE OF
 DU1951'MT. TURNBULL.  IT IS ON THE S END OF A LONG FLAT RIDGE ABOUT
 DU1951'1/2 MILE N OF THE GOODWIN WASH ROAD.
 DU1951'
 DU1951'TO REACH STATION FROM THE TEXACO STATION IN GERONIMO, GO E
 DU1951'ON U.S. HIGHWAY 70 FOR 0.9 MILE TO A CONCRETE BRIDGE.  CONTINUE
 DU1951'0.05 MILE AND TURN RIGHT ACROSS THE TRACKS ON A BLADED ROAD
 DU1951'AND GO 0.7 MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO 1.5
 DU1951'MILES TO A CATTLE GUARD.  CONTINUE FOR 0.7 MILE TO A FORK.
 DU1951'TAKE THE RIGHT FORK AND GO 0.1 MILE TO A FORK.  HERE THE AZIMUTH
 DU1951'MARK WITNESS POST IS STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD
 DU1951'OR LEFT FORK ABOUT 0.15 MILE.  HERE TAKE THE RIGHT FORK, A DIM
 DU1951'TRACK ROAD, AND GO N FOR 0.2 MILE TO THE BASE OF THE MESA AND
 DU1951'THE END OF TRUCK TRAVEL.  FROM HERE PACK N TO THE TOP AND
 DU1951'STATION AT THE S EDGE OF THE MESA.
 DU1951'
 DU1951'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 DU1951'WITH THE GROUND AND IS STAMPED GOOD 1945.  IT IS 32 FEET N OF THE
 DU1951'S EDGE OF THE MESA AND 14 FEET ESE OF A 2-1/2-FOOT CAIRN.
 DU1951'
 DU1951'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1951'FLUSH WITH THE GROUND AT THE SAME LEVEL AS THE STATION AND IS
 DU1951'STAMPED GOOD NO 1 1945.  IT IS 36 FEET N OF THE S EDGE OF THE
 DU1951'MESA.  THE MARK IS WSW OF THE STATION.
 DU1951'
 DU1951'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1951'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS AT ABOUT THE
 DU1951'SAME LEVEL AS THE STATION.  IT IS STAMPED GOOD NO 2 1945.  THE
 DU1951'MARK IS NNW OF THE STATION.
 DU1951'
 DU1951'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 DU1951'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1951'GOOD 1945.  THE MARK IS 8 FEET SW OF THE WITNESS POST, ABOUT
 DU1951'39 PACES S OF THE GOODWIN WASH ROAD, AND IS S OF THE STATION.
 DU1951'
 DU1951'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 DU1951
 DU1951                          STATION RECOVERY (1967)
 DU1951
 DU1951'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1951'STATION IS LOCATED APPROXIMATELY 4.8 AIRMILES (WNW) OF FORT
 DU1951'THOMAS, ARIZONA AND 24.6 AIRMILES (NW) OF SAFFORD, ARIZONA.
 DU1951'
 DU1951'TO REACH THE STATION FROM THE TEXACO SERVICE STATION AND TRADING
 DU1951'POST IN GERONIMO, ARIZONA GO (E) ON U.S. HWY 70 FOR 0.9 MI TO
 DU1951'ROAD RIGHT.  THE ROAD IS LOCATED 0.05 MI PAST A CONCRETE BRIDGE.
 DU1951'TURN RIGHT (SW) ACROSS THE R.R. TRACKS ONTO A DIRT ROAD AND
 DU1951'PROCEED 0.7 MI TO A Y INTERSECTION.  TAKE THE RIGHT FORK (SW)
 DU1951'AND GO 1.6 MI TO A CATTLE GUARD AND A DIM ROAD RIGHT, TURN
 DU1951'RIGHT (NW) AND GO 1.1 MI ALONG A FENCE LINE TO A ROAD LEFT.
 DU1951'TURN LEFT (SW) AND PROCEED 0.6 MI TO THE BOTTOM OF A MESA,
 DU1951'FOLLOW THE ROAD TO THE TOP OF THE MESA.  AT THE TOP OF THE MESA,
 DU1951'TURN LEFT (SE) OFF OF THE ROAD AND GO CROSS COUNTRY 0.15 MI
 DU1951'TO THE (SSE) EDGE OF THE MESA AND STATION SITE.  STATION IS
 DU1951'LOCATED 29.0 FT FROM THE (SSE) EDGE OF THE MESA.
 DU1951'
 DU1951'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A ROUND
 DU1951'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED GOOD 1945.
 DU1951'
 DU1951'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A BOULDER PROJECTING
 DU1951'2 IN ABOVE THE GROUND AND STAMPED GOOD NO 1 1945.  FROM THE
 DU1951'STATION IT IS (SW) ON A MAG AZ OF 232 DEG AT A DISTANCE OF 41.45
 DU1951'FT AND A DE OF +0.5 FT.
 DU1951'
 DU1951'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A BOULDER PROJECTING
 DU1951'4 IN ABOVE THE GROUND AND STAMPED GOOD NO 2 1945.  FROM THE
 DU1951'STATION IT IS (NNW) ON A MAG AZ OF 342 DEG AT A DISTANCE OF 84.50
 DU1951'FT AND A DE OF +0.6 FEET.
 DU1951'
 DU1951'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 DU1951'
 DU1951'THE CONDITION OF ALL RECOVERED MARKS IS GOOD.  VIEW FROM THE
 DU1951'STATION IS GOOD IN ALL DIRECTIONS FOR APPROXIMATELY 10 MILES.
 DU1951
 DU1951                          STATION RECOVERY (1985)
 DU1951
 DU1951'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DU1951'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DU1951'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 DU1951'FOLLOWS.
 DU1951'
 DU1951'TO REACH THE STATION FROM THE TRADING POST IN GERONIMO TRAVEL
 DU1951'SOUTHEAST ALONG U.S. HIGHWAY 70 FOR 0.95 MILE TO A DIRT ROAD ON THE
 DU1951'RIGHT.  TURN RIGHT FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 DU1951'1.5 MILES TO A CATTLE GUARD, CONTINUE AHEAD FOR 0.8 MILE TO A SIDE
 DU1951'ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AT THE BASE OF A
 DU1951'ROCKY HILL.  TURN RIGHT FOR 0.2 MILE TO THE BASE OF A MESA AND END OF
 DU1951'TRUCK TRAVEL.  PACK NORTHEAST TO TOP OF MESA AND THE STATION AT THE
 DU1951'SOUTHEAST EDGE OF THE MESA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0229 ***********************************************************************
 FP0229  DESIGNATION -  GOOD NEWS
 FP0229  PID         -  FP0229
 FP0229  STATE/COUNTY-  AZ/APACHE
 FP0229  USGS QUAD   -  HOUCK (1971)
 FP0229
 FP0229                         *CURRENT SURVEY CONTROL
 FP0229  ___________________________________________________________________
 FP0229* NAD 83(1992)-  35 16 56.02400(N)    109 14 34.82052(W)     ADJUSTED  
 FP0229* NAVD 88     -      1849.819  (meters)    6068.95   (feet)  ADJUSTED  
 FP0229  ___________________________________________________________________
 FP0229  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FP0229  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FP0229  DYNAMIC HT  -        1847.250 (meters)    6060.52  (feet)  COMP
 FP0229  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 FP0229
 FP0229  HORZ ORDER  -  THIRD
 FP0229  VERT ORDER  -  FIRST     CLASS II
 FP0229
 FP0229.The horizontal coordinates were established by classical geodetic methods
 FP0229.and adjusted by the National Geodetic Survey in August 1993.
 FP0229
 FP0229.The orthometric height was determined by differential leveling
 FP0229.and adjusted in June 1991.
 FP0229
 FP0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0229
 FP0229.The geoid height was determined by GEOID03.
 FP0229
 FP0229.The dynamic height is computed by dividing the NAVD 88
 FP0229.geopotential number by the normal gravity value computed on the
 FP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0229.degrees latitude (g = 980.6199 gals.).
 FP0229
 FP0229.The modeled gravity was interpolated from observed gravity values.
 FP0229
 FP0229;                    North         East     Units Scale Factor Converg.
 FP0229;SPC AZ E     -   475,273.655   297,381.598   MT  0.99998697   +0 32 00.8
 FP0229;SPC AZ E     - 1,559,296.77    975,661.41   iFT  0.99998697   +0 32 00.8
 FP0229;UTM  12      - 3,905,757.253   659,784.595   MT  0.99991465   +1 00 54.2
 FP0229
 FP0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0229!SPC AZ E     -   0.99971322  x   0.99998697  =   0.99970019
 FP0229!UTM  12      -   0.99971322  x   0.99991465  =   0.99962789
 FP0229
 FP0229|---------------------------------------------------------------------|
 FP0229| PID    Reference Object                     Distance      Geod. Az  |
 FP0229|                                                           dddmmss.s |
 FP0229| FP0230 GOOD NEWS RM 1                        8.690 METERS 22905     |
 FP0229| FP0224 AA 5                                APPROX. 5.3 KM 2294759.8 |
 FP0229| CD3464 GOOD NEWS RM 2                        4.818 METERS 31717     |
 FP0229|---------------------------------------------------------------------|
 FP0229
 FP0229                          SUPERSEDED SURVEY CONTROL
 FP0229
 FP0229  NAD 83(1986)-  35 16 56.02116(N)    109 14 34.82163(W) AD(       ) 3
 FP0229  NAD 27      -  35 16 55.92760(N)    109 14 32.48370(W) AD(       ) 3
 FP0229  NGVD 29 (??/??/92) 1848.873  (m)         6065.84   (f) ADJ UNCH    1 2
 FP0229
 FP0229.Superseded values are not recommended for survey control.
 FP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0229.See file dsdata.txt to determine how the superseded data were derived.
 FP0229
 FP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE5978505757(NAD 83)
 FP0229_MARKER: DS = TRIANGULATION STATION DISK
 FP0229_SETTING: 66 = SET IN ROCK OUTCROP
 FP0229_SP_SET: OUTCROP
 FP0229_STAMPING: GOOD NEWS 1959
 FP0229_MARK LOGO: CGS   
 FP0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0229+STABILITY: POSITION/ELEVATION WELL
 FP0229
 FP0229  HISTORY     - Date     Condition        Report By
 FP0229  HISTORY     - 1959     MONUMENTED       CGS
 FP0229  HISTORY     - 1959     GOOD             CGS
 FP0229  HISTORY     - 1971     GOOD             USGS
 FP0229  HISTORY     - 1983     GOOD             NGS
 FP0229
 FP0229                          STATION DESCRIPTION
 FP0229
 FP0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JLH)
 FP0229'THE STATION IS LOCATED ON A STEEP ROCKY HILL ABOUT 7 MILES
 FP0229'EAST OF SANDERS, ON THE NORTH SIDE OF U.S. HIGHWAY 66.
 FP0229'
 FP0229'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, GO EASTWARD
 FP0229'ON U.S. HIGHWAY 66 FOR 6.9 MILES TO THE BIG ARROWS TRADING POST,
 FP0229'CONTINUE EASTWARD ON THE HIGHWAY FOR 0.7 MILE TO A SIDE ROAD
 FP0229'LEFT AT SIGN GOOD NEWS MISSION.  TURN SHARP LEFT AND GO WEST
 FP0229'TOWARD THE MISSION FOR 0.45 MILE TO THE CREST OF THE HILL AND A
 FP0229'TRACK ROAD LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD UPGRADE
 FP0229'FOR 0.05 MILE TO THE TOP OF THE HILL, TURN LEFT AND GO EAST
 FP0229'ALONG THE TOP OF THE HILL FOR 0.1 MILE TO THE EAST END OF THE
 FP0229'HILL AND THE STATION.
 FP0229'
 FP0229'THE STATION MARK IS A STANDARD DISK STAMPED GOOD NEWS 1959, SET
 FP0229'IN A DRILL HOLE IN A LARGE FLAT OUTCROP OF BEDROCK THAT IS
 FP0229'FLUSH ON THREE SIDES.  IT IS 0.1 MILE EAST OF THE HIGHEST PART
 FP0229'OF THE HILL, 54 FEET EAST OF A TRANSMISSION POLE WITH A
 FP0229'TRIANGULAR BLAZE ON THE EAST SIDE AND 8 FEET NORTH OF A
 FP0229'WITNESS POST.
 FP0229'
 FP0229'RM 1 IS A STANDARD DISK STAMPED GOOD NEWS NO 1 1959, SET IN
 FP0229'A DRILL HOLE IN BEDROCK THAT PROJECTS 8 INCHES.
 FP0229'
 FP0229'RM 2 IS A STANDARD DISK STAMPED GOOD NEWS NO 2 1959, SET IN A
 FP0229'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SOUTH AND FALLS
 FP0229'AWAY 2 FEET TO THE NORTH.  IT IS 39 FEET SOUTHEAST OF THE
 FP0229'TRANSMISSION POLE WITH THE TRIANGULAR BLAZE.
 FP0229'
 FP0229'TRIANGULATION STATION AA 5 CAN BE USED AS AN AZIMUTH MARK.
 FP0229'SEE DESCRIPTION THEREOF.
 FP0229
 FP0229                          STATION RECOVERY (1959)
 FP0229
 FP0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FP0229'7.5 MI E FROM SANDERS.
 FP0229'7.5 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0229'ABOUT 0.3 MILE EAST OF THE BIG ARROW TRADING POST, ABOUT 0.2 MILE WEST
 FP0229'OF THE ROAD LEADING TO THE GOOD NEWS MISSION, THE STATION MARK IS
 FP0229'SETTING ABOUT MID-WAY AND ON THE NORTH SIDE OF THE HIGHWAY AT THE TOP
 FP0229'OF A DEEP HIGHWAY, 54 FEET EAST OF A TRANSMISSION POLE WITH A
 FP0229'TRIANGULAR BLAZE, 8 FEET NORTH OF A WITNESS POST, CEMENTED IN A DRILL
 FP0229'HOLE IN A LARGE FLAT OUTCROP OF BEDROCK THAT IS FLUSH ON THREE SIDES.
 FP0229
 FP0229                          STATION RECOVERY (1971)
 FP0229
 FP0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JRM)
 FP0229'6.9 MI NE ALONG I-40 FROM THE INTERSECTION OF I-40 AND U.S. 666
 FP0229'AT SANDERS, 300 FEET N. OF WEST BOUND LANE.  ABOUT 0.25 MI NW
 FP0229'OF BIG ARROW OVERPASS.  PAST END AND BELOW THE TOP OF A LOW
 FP0229'WOODED RIDGE.  ALSO 75 FEET N OF RIGHT OF WAY FENCE OF I-40.
 FP0229
 FP0229                          STATION RECOVERY (1983)
 FP0229
 FP0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0229'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.9 KM (13.0
 FP0229'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0229'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.7 KM (0.45 MI)
 FP0229'NORTHEAST OF MILEPOST 346, 0.3 KM (0.2 MI) SOUTHWEST OF THE BIG ARROW
 FP0229'ROAD OVERPASS, IN THE CENTER OF THE NORTHEASTERN 1/2 OF A 12 BY 18 FT
 FP0229'EXPOSED AREA OF OUTCROPPING BEDROCK ON TOP OF A SMALL RIDGE, 97.5
 FP0229'METERS (319.9 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 FP0229'LANES OF THE HIGHWAY, 22.0 METERS (72.2 FT) NORTHWEST OF A FENCE, 8.7
 FP0229'METERS (28.5 FT) NORTHEAST OF REFERENCE MARK 1 AND 4.8 METERS (15.7
 FP0229'FT) SOUTHEAST OF REFERENCE MARK 2.
 FP0229'THE MARK IS 2.4 METERS  N FROM A WITNESS POST.
 FP0229'THE MARK IS 12.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0230 ***********************************************************************
 FP0230  DESIGNATION -  GOOD NEWS RM 1
 FP0230  PID         -  FP0230
 FP0230  STATE/COUNTY-  AZ/APACHE
 FP0230  USGS QUAD   -  HOUCK (1971)
 FP0230
 FP0230                         *CURRENT SURVEY CONTROL
 FP0230  ___________________________________________________________________
 FP0230* NAD 83(1986)-  35 16 55.     (N)    109 14 35.     (W)     SCALED    
 FP0230* NAVD 88     -      1849.656  (meters)    6068.41   (feet)  ADJUSTED  
 FP0230  ___________________________________________________________________
 FP0230  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FP0230  DYNAMIC HT  -        1847.086 (meters)    6059.98  (feet)  COMP
 FP0230  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 FP0230
 FP0230  VERT ORDER  -  SECOND    CLASS 0
 FP0230
 FP0230.The horizontal coordinates were scaled from a topographic map and have
 FP0230.an estimated accuracy of +/- 6 seconds.
 FP0230
 FP0230.The orthometric height was determined by differential leveling
 FP0230.and adjusted in June 1991.
 FP0230
 FP0230.The geoid height was determined by GEOID03.
 FP0230
 FP0230.The dynamic height is computed by dividing the NAVD 88
 FP0230.geopotential number by the normal gravity value computed on the
 FP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0230.degrees latitude (g = 980.6199 gals.).
 FP0230
 FP0230.The modeled gravity was interpolated from observed gravity values.
 FP0230
 FP0230;                    North         East    Units  Estimated Accuracy
 FP0230;SPC AZ E     -   475,240.      297,380.      MT  (+/- 180 meters Scaled)
 FP0230
 FP0230                          SUPERSEDED SURVEY CONTROL
 FP0230
 FP0230  NGVD 29 (??/??/92) 1848.709  (m)         6065.31   (f) ADJ UNCH    2 0
 FP0230
 FP0230.Superseded values are not recommended for survey control.
 FP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0230.See file dsdata.txt to determine how the superseded data were derived.
 FP0230
 FP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE597057(NAD 83)
 FP0230_MARKER: DR = REFERENCE MARK DISK
 FP0230_SETTING: 0 = UNSPECIFIED SETTING
 FP0230_STAMPING: GOOD NEWS NO 1 1959
 FP0230_MARK LOGO: CGS   
 FP0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0230
 FP0230  HISTORY     - Date     Condition        Report By
 FP0230  HISTORY     - 1959     MONUMENTED       CGS
 FP0230  HISTORY     - 1983     GOOD             NGS
 FP0230
 FP0230                          STATION DESCRIPTION
 FP0230
 FP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0230'7.5 MI E FROM SANDERS.
 FP0230'7.5 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS,
 FP0230'ABOUT 0.3 MILE EAST OF THE BIG ARROWS TRADING POST, ABOUT 0.2 MILE
 FP0230'WEST OF THE ROAD LEADING TO THE GOOD NEWS MISSION, SET ON THE NORTH
 FP0230'SIDE OF THE HIGHWAY AND ABOUT MIDWAY OF A DEEP HIGHWAY CUT, 39 FEET
 FP0230'SOUTHEAST OF THE TRANSMISSION POLE, CEMENTED IN A DRILL HOLE IN
 FP0230'BEDROCK THAT IS FLUSH TO THE SOUTH AND FALLS AWAY 2 FEET TO THE NORTH.
 FP0230
 FP0230                          STATION RECOVERY (1983)
 FP0230
 FP0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0230'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.9 KM (13.0
 FP0230'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0230'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.7 KM (0.45 MI)
 FP0230'NORTHEAST OF MILEPOST 346, 0.3 KM (0.2 MI) SOUTHWEST OF THE BIG ARROW
 FP0230'ROAD OVERPASS, IN THE CENTER OF A 3 BY 5 FT EXPOSED AREA OF
 FP0230'OUTCROPPING BEDROCK ON TOP OF A SMALL RIDGE, 89.0 METERS (292.0 FT)
 FP0230'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0230'HIGHWAY, 18.5 METERS (60.7 FT) NORTHWEST OF A FENCE AND 8.7 METERS
 FP0230'(28.5 FT) SOUTHWEST OF THE STATION MARK.  NOTE=NOT LEVELED TO THIS
 FP0230'SURVEY.
 FP0230'THE MARK IS 6.3 METERS  SW FROM A WITNESS POST.
 FP0230'THE MARK IS 12.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2169 ***********************************************************************
 DU2169  DESIGNATION -  GOODYEAR
 DU2169  PID         -  DU2169
 DU2169  STATE/COUNTY-  AZ/MARICOPA
 DU2169  USGS QUAD   -  GUADALUPE (1982)
 DU2169
 DU2169                         *CURRENT SURVEY CONTROL
 DU2169  ___________________________________________________________________
 DU2169* NAD 83(1992)-  33 15 56.30132(N)    111 53 50.59674(W)     ADJUSTED  
 DU2169* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 DU2169  ___________________________________________________________________
 DU2169  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DU2169  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2169  HORZ ORDER  -  FIRST
 DU2169
 DU2169.The horizontal coordinates were established by classical geodetic methods
 DU2169.and adjusted by the National Geodetic Survey in August 1993.
 DU2169
 DU2169.The orthometric height was scaled from a topographic map.
 DU2169
 DU2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2169
 DU2169.The geoid height was determined by GEOID03.
 DU2169
 DU2169;                    North         East     Units Scale Factor Converg.
 DU2169;SPC AZ C     -   251,209.968   215,156.057   MT  0.99990004   +0 00 38.1
 DU2169;SPC AZ C     -   824,179.69    705,892.58   iFT  0.99990004   +0 00 38.1
 DU2169;UTM  12      - 3,681,095.405   416,420.491   MT  0.99968612   -0 29 32.2
 DU2169
 DU2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2169!SPC AZ C     -   0.99994762  x   0.99990004  =   0.99984767
 DU2169!UTM  12      -   0.99994762  x   0.99968612  =   0.99963376
 DU2169
 DU2169:                Primary Azimuth Mark                     Grid Az
 DU2169:SPC AZ C     -  CHANDLER OLD MUNICIPAL TANK              055 08 40.1
 DU2169:UTM  12      -  CHANDLER OLD MUNICIPAL TANK              055 38 50.4
 DU2169
 DU2169|---------------------------------------------------------------------|
 DU2169| PID    Reference Object                     Distance      Geod. Az  |
 DU2169|                                                           dddmmss.s |
 DU2169| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX. 6.7 KM 0550918.2 |
 DU2169| CH5241 GOODYEAR RM 1                        24.780 METERS 08656     |
 DU2169| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX. 4.2 KM 1295430.7 |
 DU2169| DU2118 SACATON PEAK AIR BEACON             APPROX.35.8 KM 1442453.2 |
 DU2169| DU2171 GOODYEAR RM 2                        18.652 METERS 19033     |
 DU2169|---------------------------------------------------------------------|
 DU2169
 DU2169                          SUPERSEDED SURVEY CONTROL
 DU2169
 DU2169  NAD 83(1986)-  33 15 56.29515(N)    111 53 50.60082(W) AD(       ) 1
 DU2169  NAD 27      -  33 15 56.11370(N)    111 53 48.09400(W) AD(       ) 1
 DU2169
 DU2169.Superseded values are not recommended for survey control.
 DU2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2169.See file dsdata.txt to determine how the superseded data were derived.
 DU2169
 DU2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1642081095(NAD 83)
 DU2169_MARKER: DS = TRIANGULATION STATION DISK
 DU2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2169
 DU2169  HISTORY     - Date     Condition        Report By
 DU2169  HISTORY     - 1935     MONUMENTED       CGS
 DU2169  HISTORY     - 1959     SEE DESCRIPTION  AMS
 DU2169  HISTORY     - 1962     SEE DESCRIPTION  CGS
 DU2169
 DU2169                          STATION DESCRIPTION
 DU2169
 DU2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2169'ABOUT 4 MILES SOUTHWEST OF THE TOWN OF CHANDLER, ON A SMALL
 DU2169'SANDY RISE IN THE MIDDLE OF SEC. 12, T. 2 S., R. 4 E.  MARKED
 DU2169'BY A STANDARD BRONZE DISK.  REFERENCE
 DU2169'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 24.780
 DU2169'METERS (81.30 FEET) FROM STATION N 86 DEG 57 MIN E.
 DU2169'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2169'IS 18.660 METERS (61.22 FEET) FROM STATION S 10 DEG 33 MIN W.
 DU2169
 DU2169                          STATION RECOVERY (1959)
 DU2169
 DU2169'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DU2169'STATION AND REFERENCE MARK 1 FOUND DESTROYED.
 DU2169'
 DU2169'REFERENCE MARK 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2169
 DU2169                          STATION RECOVERY (1962)
 DU2169
 DU2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2169'THE STATION WAS RECOVERED, THE SURFACE STATION MARK AND REFERENCE
 DU2169'MARK 1 HAD BEEN DESTROYED, THE SUB SURFACE MARK WAS FOUND TO BE
 DU2169'LOOSE IN THE GROUND AND REFERENCE MARK 2 WAS FOUND TO BE IN
 DU2169'GOOD CONDITION.
 DU2169'
 DU2169'STATION GOODYEAR 2 WAS ESTABLISHED AT THIS TIME, IN THE
 DU2169'APPROXIMATE LOCATION OF THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2170 ***********************************************************************
 DU2170  DESIGNATION -  GOODYEAR 2
 DU2170  PID         -  DU2170
 DU2170  STATE/COUNTY-  AZ/MARICOPA
 DU2170  USGS QUAD   -  GUADALUPE (1982)
 DU2170
 DU2170                         *CURRENT SURVEY CONTROL
 DU2170  ___________________________________________________________________
 DU2170* NAD 83(1992)-  33 15 56.29017(N)    111 53 50.59370(W)     ADJUSTED  
 DU2170* NAVD 88     -       363.2    (meters)    1192.     (feet)  VERTCON   
 DU2170  ___________________________________________________________________
 DU2170  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DU2170  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2170  HORZ ORDER  -  SECOND
 DU2170
 DU2170.The horizontal coordinates were established by classical geodetic methods
 DU2170.and adjusted by the National Geodetic Survey in August 1993.
 DU2170
 DU2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2170
 DU2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2170
 DU2170.The geoid height was determined by GEOID03.
 DU2170
 DU2170;                    North         East     Units Scale Factor Converg.
 DU2170;SPC AZ C     -   251,209.624   215,156.136   MT  0.99990004   +0 00 38.1
 DU2170;SPC AZ C     -   824,178.56    705,892.83   iFT  0.99990004   +0 00 38.1
 DU2170;UTM  12      - 3,681,095.061   416,420.567   MT  0.99968612   -0 29 32.2
 DU2170
 DU2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2170!SPC AZ C     -   0.99994767  x   0.99990004  =   0.99984772
 DU2170!UTM  12      -   0.99994767  x   0.99968612  =   0.99963381
 DU2170
 DU2170:                Primary Azimuth Mark                     Grid Az
 DU2170:SPC AZ C     -  GOODYEAR 2 AZ MK                         034 03 10.9
 DU2170:UTM  12      -  GOODYEAR 2 AZ MK                         034 33 21.2
 DU2170
 DU2170|---------------------------------------------------------------------|
 DU2170| PID    Reference Object                     Distance      Geod. Az  |
 DU2170|                                                           dddmmss.s |
 DU2170| CH5242 GOODYEAR 2 AZ MK                                   0340349.0 |
 DU2170| CH5243 GOODYEAR 2 RM 3                      21.496 METERS 06332     |
 DU2170| DU2171 GOODYEAR RM 2                        18.330 METERS 19100     |
 DU2170|---------------------------------------------------------------------|
 DU2170
 DU2170                          SUPERSEDED SURVEY CONTROL
 DU2170
 DU2170  NAD 83(1986)-  33 15 56.28395(N)    111 53 50.59779(W) AD(       ) 2
 DU2170  NAD 27      -  33 15 56.10210(N)    111 53 48.09110(W) AD(       ) 2
 DU2170  NGVD 29 (07/19/86)  362.7    (m)         1190.     (f) VERT ANG    3  
 DU2170
 DU2170.Superseded values are not recommended for survey control.
 DU2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2170.See file dsdata.txt to determine how the superseded data were derived.
 DU2170
 DU2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1642181095(NAD 83)
 DU2170_MARKER: DS = TRIANGULATION STATION DISK
 DU2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2170+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU2170
 DU2170  HISTORY     - Date     Condition        Report By
 DU2170  HISTORY     - 1962     MONUMENTED       CGS
 DU2170  HISTORY     - 1986     GOOD             LOCSUR
 DU2170  HISTORY     - 20060910 GOOD             GEOCAC
 DU2170
 DU2170                          STATION DESCRIPTION
 DU2170
 DU2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2170'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CHANDLER AND
 DU2170'ABOUT 4 MILES NORTH OF THE MARICOPA-PINAL COUNTY LINE ON A
 DU2170'SMALL SANDY RISE IN THE MIDDLE OF SECTION 12, T2S, R4E.
 DU2170'
 DU2170'TO REACH THE STATION FROM THE INTERSECTION OF ARIZONA AVE. AND
 DU2170'CLEVELAND AVE. WHICH CHANGES TO WILLIAMS FIELD ROAD, GO WEST ON
 DU2170'CLEAVELAND AVE. FOR 3.0 MILES TO THE INTERSECTION OF WILLIAMS FIELD
 DU2170'ROAD AND PRICE ROAD, TURN LEFT AND GO SOUTH ON PRICE ROAD FOR
 DU2170'2.05 MILES TO GERMANN ROAD, CONTINUE SOUTH ON PRICE ROAD FOR
 DU2170'0.45 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE SOUTH ON PRICE
 DU2170'ROAD FOR 0.35 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND GO
 DU2170'WEST THROUGH DUMPING GROUNDS FOR 0.15 MILE TO A FORK, KEEP
 DU2170'LEFT FORK FOR 0.1 MILE PASSING TO THE LEFT OF BEE HIVES,
 DU2170'CONTINUE FOR 0.1 MILE TO A DIM FORK, KEEP RIGHT FOR ABOUT 0.05
 DU2170'MILE TO THE STATION ON RIGHT AS DESCRIBED.
 DU2170'
 DU2170'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP OF A
 DU2170'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND
 DU2170'STAMPED GOODYEAR 2 1962.  THE MARK IS 66 FEET NORTHEAST OF A
 DU2170'TRACK ROAD AND 3.4 FEET NORTHWEST OF THE WITNESS POST.
 DU2170'
 DU2170'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DU2170'OF A 12 SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DU2170'AND STAMPED GOODYEAR NO 2 1935.  THE MARK IS 58.6 FEET SOUTH
 DU2170'OF THE WITNESS POST AND 18 FEET EAST OF A TRACK ROAD.
 DU2170'
 DU2170'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU2170'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND
 DU2170'STAMPED GOODYEAR 2 NO 3 1962.  THE MARK IS 69.3 FEET NORTHEAST
 DU2170'OF THE WITNESS POST AND 37 FEET NORTH OF A TRACK ROAD.
 DU2170'
 DU2170'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 DU2170'INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND STAMPED
 DU2170'GOODYEAR 2 1962.  THE MARK IS 28 FEET WEST OF THE CENTER OF
 DU2170'ROAD, 2.4 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST OF
 DU2170'THE FENCE.
 DU2170'
 DU2170'HEIGHT OF LIGHT ABOVE STATION MARK 21.99 METERS.
 DU2170
 DU2170                          STATION RECOVERY (1986)
 DU2170
 DU2170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DU2170'RECOVERED IN GOOD CONDITION.
 DU2170
 DU2170                          STATION RECOVERY (2006)
 DU2170
 DU2170'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2170'THE STATION AND RM2 WERE RECOVERED. RM1 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2119 ***********************************************************************
 DV2119  DESIGNATION -  GOODYEAR AIRCRAFT CORP TANK
 DV2119  PID         -  DV2119
 DV2119  STATE/COUNTY-  AZ/MARICOPA
 DV2119  USGS QUAD   -  TOLLESON (1982)
 DV2119
 DV2119                         *CURRENT SURVEY CONTROL
 DV2119  ___________________________________________________________________
 DV2119* NAD 83(1992)-  33 25 54.52900(N)    112 21 43.31049(W)     ADJUSTED  
 DV2119* NAVD 88     -              **(meters)            **(feet)            
 DV2119  ___________________________________________________________________
 DV2119  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DV2119  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2119  HORZ ORDER  -  THIRD
 DV2119
 DV2119.The horizontal coordinates were established by classical geodetic methods
 DV2119.and adjusted by the National Geodetic Survey in August 1993.
 DV2119
 DV2119
 DV2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2119
 DV2119.The geoid height was determined by GEOID03.
 DV2119
 DV2119;                    North         East     Units Scale Factor Converg.
 DV2119;SPC AZ C     -   269,727.147   171,947.202   MT  0.99992114   -0 14 43.3
 DV2119;SPC AZ C     -   884,931.58    564,131.24   iFT  0.99992114   -0 14 43.3
 DV2119;UTM  12      - 3,699,988.747   373,383.446   MT  0.99979765   -0 45 01.8
 DV2119
 DV2119                          SUPERSEDED SURVEY CONTROL
 DV2119
 DV2119  NAD 83(1986)-  33 25 54.52335(N)    112 21 43.31509(W) AD(       ) 4
 DV2119  NAD 27      -  33 25 54.36900(N)    112 21 40.74700(W) AD(       ) 3
 DV2119
 DV2119.Superseded values are not recommended for survey control.
 DV2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2119.See file dsdata.txt to determine how the superseded data were derived.
 DV2119
 DV2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7338399989(NAD 83)
 DV2119_MARKER: 53 = ELEVATED TANK
 DV2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2119+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 DV2119
 DV2119  HISTORY     - Date     Condition        Report By
 DV2119  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2119  HISTORY     - 19960305 GOOD             USPSQD
 DV2119  HISTORY     - 20060928 GOOD             GEOCAC
 DV2119
 DV2119                          STATION DESCRIPTION
 DV2119
 DV2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2119'STATION IS LOCATED IN THE WEST EDGE OF THE TOWN OF GOODYEAR,
 DV2119'0.25 MILE SOUTH OF WESTERN AVE., 0.2 MILE WEST OF LITCHFIELD
 DV2119'RD., AND WEST OF THE MAIN BUILDINGS OF THE GOODYEAR AIRCRAFT
 DV2119'CORP.
 DV2119'
 DV2119'THE STATION HAS 4 LEGS AND IS PAINTED WHITE WITH GOODYEAR
 DV2119'PRINTED ON IT, AND IS APPROXIMATELY 100 FEET HIGH.
 DV2119'
 DV2119'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DV2119
 DV2119                          STATION RECOVERY (1996)
 DV2119
 DV2119'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2119'RECOVERED IN GOOD CONDITION.
 DV2119
 DV2119                          STATION RECOVERY (2006)
 DV2119
 DV2119'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2119'RECOVERED AS DESCRIBED EXCEPT THAT THE TANK IS NOW PAINTED SILVER WITH
 DV2119'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2182 ***********************************************************************
 DV2182  DESIGNATION -  GOOGIE
 DV2182  PID         -  DV2182
 DV2182  STATE/COUNTY-  AZ/YAVAPAI
 DV2182  USGS QUAD   -  WICKENBURG (1978)
 DV2182
 DV2182                         *CURRENT SURVEY CONTROL
 DV2182  ___________________________________________________________________
 DV2182* NAD 83(1992)-  33 58 34.76778(N)    112 38 54.68250(W)     ADJUSTED  
 DV2182* NAVD 88     -       837.7    (meters)    2748.     (feet)  VERTCON   
 DV2182  ___________________________________________________________________
 DV2182  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 DV2182  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DV2182  HORZ ORDER  -  FIRST
 DV2182
 DV2182.The horizontal coordinates were established by classical geodetic methods
 DV2182.and adjusted by the National Geodetic Survey in August 1993.
 DV2182
 DV2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2182
 DV2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2182
 DV2182.The geoid height was determined by GEOID03.
 DV2182
 DV2182;                    North         East     Units Scale Factor Converg.
 DV2182;SPC AZ C     -   330,269.336   145,734.932   MT  0.99995636   -0 24 32.4
 DV2182;SPC AZ C     - 1,083,560.81    478,132.98   iFT  0.99995636   -0 24 32.4
 DV2182;UTM  12      - 3,760,755.421   347,712.307   MT  0.99988589   -0 55 17.2
 DV2182
 DV2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2182!SPC AZ C     -   0.99987311  x   0.99995636  =   0.99982948
 DV2182!UTM  12      -   0.99987311  x   0.99988589  =   0.99975902
 DV2182
 DV2182:                Primary Azimuth Mark                     Grid Az
 DV2182:SPC AZ C     -  QUINCE                                   107 15 22.0
 DV2182:UTM  12      -  QUINCE                                   107 46 06.8
 DV2182
 DV2182|---------------------------------------------------------------------|
 DV2182| PID    Reference Object                     Distance      Geod. Az  |
 DV2182|                                                           dddmmss.s |
 DV2182| DV2170 QUINCE                              APPROX. 9.5 KM 1065049.6 |
 DV2182|---------------------------------------------------------------------|
 DV2182
 DV2182                          SUPERSEDED SURVEY CONTROL
 DV2182
 DV2182  NAD 83(1986)-  33 58 34.76506(N)    112 38 54.68471(W) AD(       ) 1
 DV2182  NAD 27      -  33 58 34.65200(N)    112 38 52.04100(W) AD(       ) 1
 DV2182  NGVD 29 (07/19/86)  837.0    (m)         2746.     (f) VERT ANG    3  
 DV2182
 DV2182.Superseded values are not recommended for survey control.
 DV2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2182.See file dsdata.txt to determine how the superseded data were derived.
 DV2182
 DV2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4771260755(NAD 83)
 DV2182_MARKER: DS = TRIANGULATION STATION DISK
 DV2182_SETTING: 80 = SET IN A BOULDER
 DV2182_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2182+STABILITY: SURFACE MOTION
 DV2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2182+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 DV2182
 DV2182  HISTORY     - Date     Condition        Report By
 DV2182  HISTORY     - 1924     MONUMENTED       CGS
 DV2182  HISTORY     - 1955     GOOD             CGS
 DV2182  HISTORY     - 20081129 GOOD             GEOCAC
 DV2182
 DV2182                          STATION DESCRIPTION
 DV2182
 DV2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2182'ABOUT 6 MILES EAST OF WICKENBURG, AND 1 MILE SOUTHWEST OF THE
 DV2182'OLD WICKENBURG-HOT SPRINGS JUNCTION ROAD AT A POINT ABOUT
 DV2182'8 MILES FROM WICKENBURG.  STATION IS ON A LOW RIDGE, THE
 DV2182'HIGHEST BETWEEN THE HASSAYAMPA RIVER AND THE WASH RUNNING
 DV2182'SOUTH FROM TUB SPRINGS CROSSED BY THE BOUNDARY.  THIS RIDGE
 DV2182'IS ONE OF MANY SIMILAR RIDGES IN THE VICINITY.  MARKED BY A
 DV2182'STANDARD BRONZE DISK.
 DV2182
 DV2182                          STATION RECOVERY (1955)
 DV2182
 DV2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 DV2182'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 DV2182'FOLLOWS--
 DV2182'
 DV2182'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 60, 70 AND 89
 DV2182'IN WICKENBURG GO SOUTH ON U.S. HIGHWAY 60 AND 70 FOR 0.3
 DV2182'MILE TO A GOLDEN EAGLE SERVICE STATION, TURN LEFT FOR 0.05
 DV2182'MILE TO CONSTELLATION ROAD, TURN RIGHT AND GO 0.6 MILE TO
 DV2182'A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A FORK,
 DV2182'TAKE THE RIGHT FORK AND GO 0.9 MILE TO A FORK, TAKE RIGHT FORK
 DV2182'1.1 MILES TO A FORK, TAKE RIGHT FORK 0.5 MILE TO A FORK, TAKE
 DV2182'RIGHT FORK 1.2 MILES TO A FORK, TAKE RIGHT FORK 0.2 MILE TO
 DV2182'TO A FORK, TAKE RIGHT FORK 0.1 MILE TO THE END OF TRUCK
 DV2182'TRAVEL.  FROM HERE PACK SOUTHWEST BETWEEN TWO HILLS TO A LARGE
 DV2182'WASH.  CROSS THE WASH TO THE TOP OF THE RIDGE TO THE LEFT, TURN
 DV2182'RIGHT AND FOLLOW THE TOP OF THE RIDGE TO THE STATION.
 DV2182'
 DV2182'THE MARK IS A STANDARD DISK STAMPED GOOGIE 1924 SET IN A DRILL
 DV2182'HOLE.  IT IS 93 FT. NORTHEAST OF A MARICOPA-YAVAPAI COUNTY LINE
 DV2182'MONUMENT.
 DV2182
 DV2182                          STATION RECOVERY (2008)
 DV2182
 DV2182'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 DV2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0522 ***********************************************************************
 ER0522  DESIGNATION -  GORDO
 ER0522  PID         -  ER0522
 ER0522  STATE/COUNTY-  AZ/APACHE
 ER0522  USGS QUAD   -  BOUNDARY BUTTE (1984)
 ER0522
 ER0522                         *CURRENT SURVEY CONTROL
 ER0522  ___________________________________________________________________
 ER0522* NAD 83(1992)-  34 07 34.07975(N)    109 43 39.36516(W)     ADJUSTED  
 ER0522* NAVD 88     -      2794.0    (meters)    9167.     (feet)  VERTCON   
 ER0522  ___________________________________________________________________
 ER0522  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 ER0522  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ER0522  HORZ ORDER  -  SECOND
 ER0522
 ER0522.The horizontal coordinates were established by classical geodetic methods
 ER0522.and adjusted by the National Geodetic Survey in August 1993.
 ER0522
 ER0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0522
 ER0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0522
 ER0522.The geoid height was determined by GEOID03.
 ER0522
 ER0522;                    North         East     Units Scale Factor Converg.
 ER0522;SPC AZ E     -   346,730.654   253,858.993   MT  0.99992021   +0 14 46.8
 ER0522;SPC AZ E     - 1,137,567.76    832,870.71   iFT  0.99992021   +0 14 46.8
 ER0522;UTM  12      - 3,776,872.513   617,332.893   MT  0.99976970   +0 42 50.1
 ER0522
 ER0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0522!SPC AZ E     -   0.99956517  x   0.99992021  =   0.99948541
 ER0522!UTM  12      -   0.99956517  x   0.99976970  =   0.99933497
 ER0522
 ER0522|---------------------------------------------------------------------|
 ER0522| PID    Reference Object                     Distance      Geod. Az  |
 ER0522|                                                           dddmmss.s |
 ER0522| CD2954 GORDO RM 1                           14.124 METERS 06922     |
 ER0522| CS4084 GORDO LOT                            10.707 METERS 09352     |
 ER0522| CD2955 GORDO RM 2                           20.955 METERS 13123     |
 ER0522| CD2953 GORDO AZ MK                                        2265243.2 |
 ER0522|---------------------------------------------------------------------|
 ER0522
 ER0522                          SUPERSEDED SURVEY CONTROL
 ER0522
 ER0522  NAD 83(1986)-  34 07 34.07708(N)    109 43 39.37094(W) AD(       ) 2
 ER0522  NAD 27      -  34 07 33.91840(N)    109 43 37.01160(W) AD(       ) 2
 ER0522  NGVD 29 (07/19/86) 2792.9    (m)         9163.     (f) VERT ANG    3  
 ER0522
 ER0522.Superseded values are not recommended for survey control.
 ER0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0522.See file dsdata.txt to determine how the superseded data were derived.
 ER0522
 ER0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1733376873(NAD 83)
 ER0522_MARKER: DS = TRIANGULATION STATION DISK
 ER0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0522
 ER0522  HISTORY     - Date     Condition        Report By
 ER0522  HISTORY     - 1958     MONUMENTED       CGS
 ER0522  HISTORY     - 1960     GOOD             USGS
 ER0522  HISTORY     - 1972     GOOD             AZHD
 ER0522
 ER0522                          STATION DESCRIPTION
 ER0522
 ER0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0522'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF SHOW LOW,
 ER0522'8 MILES NORTHEAST OF MC NARY AND PLACED ON A MOUNTAIN WITH A
 ER0522'CONE SHAPED SUMMIT HAVING A SPARCE COVERAGE OF PINE AND POPLAR
 ER0522'TREES, WHICH RISES TO AN ELEVATION OF ABOUT 9190 FEET AND IS IN
 ER0522'THE FORT APACHE INDIAN RESERVATION, WITH A 50 FOOT STEEL LOOKOUT
 ER0522'TOWER (ABANDONED) STANDING ON THE HIGHEST POINT.  IT IS 25 FEET
 ER0522'WEST OF THE SOUTHWEST LEG OF AN ABANDONED LOOKOUT TOWER.  THE
 ER0522'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 ER0522'STAMPED GORDO 1958.
 ER0522'
 ER0522'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 ER0522'FOUNDATION OF THE NORTHEAST LEG OF ABANDONED LOOKOUT TOWER AND
 ER0522'ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK PROJECTS 3
 ER0522'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GORDO NO 1
 ER0522'1958.
 ER0522'
 ER0522'REFERENCE MARK NO. 2 IS 46 FEET SOUTHEAST OF THE SOUTHEAST LEG
 ER0522'OF ABANDONED LOOKOUT TOWER AND ABOUT 3 FEET LOWER THAN THE
 ER0522'STATION.  THE MARK PROJECTS 10 INCHES ABOVE THE SURFACE OF THE
 ER0522'GROUND AND IS STAMPED GORDO NO 2 1958.
 ER0522'
 ER0522'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTER OF A TRACK ROAD,
 ER0522'2 FEET EAST OF A PINE TREE AND 1 FOOT WEST-NORTHWEST OF A
 ER0522'WITNESS POST.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF
 ER0522'THE GROUND AND IS STAMPED GORDO 1958.
 ER0522'
 ER0522'TO REACH FROM THE POST OFFICE IN MC NARY, GO 0.05 MILE EAST THEN
 ER0522'1 BLOCK NORTH TO STATE HIGHWAY 73, TURN RIGHT EAST ON STATE
 ER0522'HIGHWAY 73 AND GO 3.4 MILES TO A SIDE ROAD LEFT AT SIGN READING
 ER0522'HAYSTACK, TURN LEFT GOING NORTHERLY FOR 0.5 MILE TO A FORK JUST
 ER0522'BEFORE REACHING A WIRE GATE, TAKE RIGHT FORK PASSING THROUGH WIRE
 ER0522'GATE AND CONTINUE NORTHERLY ON A TRACK AND BLADED ROAD FOR 0.1
 ER0522'MILE TO A FORK, KEEP LEFT FORK FOR 0.25 MILE TO A WIRE GATE,
 ER0522'PASS THROUGH WIRE GATE AND CONTINUE NORTHERLY FOR 3.25 MILES TO
 ER0522'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON BLADED
 ER0522'ROAD NORTHEASTERLY FOR 0.3 MILE TO A WIRE GATE, PASS THROUGH
 ER0522'WIRE GATE AND CONTINUE FOR 0.7 MILE TO A DIM FORK LEFT,
 ER0522'KEEP RIGHT FORK AND CONTINUE ON BLADED ROAD FOR 2.0 MILES TO
 ER0522'A DIM FORK RIGHT, KEEP LEFT ON BLADED ROAD UP MOUNTAIN
 ER0522'GRADE FOR 2.3 MILES TO THE SUMMIT AND STATION AS DESCRIBED.
 ER0522'
 ER0522'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 ER0522
 ER0522                          STATION RECOVERY (1960)
 ER0522
 ER0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0522'RECOVERED IN GOOD CONDITION.
 ER0522
 ER0522                          STATION RECOVERY (1972)
 ER0522
 ER0522'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0522'GENERAL LOCATION AS PER DESCRIPTION.
 ER0522'
 ER0522'TO REACH AS PER DESCRIPTION.
 ER0522'
 ER0522'STATION MARK IN AND GOOD.
 ER0522'
 ER0522'REFERENCE MARKS IN AND GOOD R.M. 1 AND R.M. 2.
 ER0522'
 ER0522'AZIMUTH MARK IN AND GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1792 ***********************************************************************
 DU1792  DESIGNATION -  GORDO
 DU1792  PID         -  DU1792
 DU1792  STATE/COUNTY-  AZ/MARICOPA
 DU1792  USGS QUAD   -  ADAMS MESA (1964)
 DU1792
 DU1792                         *CURRENT SURVEY CONTROL
 DU1792  ___________________________________________________________________
 DU1792* NAD 83(1992)-  33 39 24.60008(N)    111 31 22.14006(W)     ADJUSTED  
 DU1792* NAVD 88     -       743.51   (+/-2cm)    2439.3    (feet)  VERTCON   
 DU1792  ___________________________________________________________________
 DU1792  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 DU1792  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DU1792  HORZ ORDER  -  SECOND
 DU1792  VERT ORDER  -  THIRD ? (See Below)
 DU1792
 DU1792.The horizontal coordinates were established by classical geodetic methods
 DU1792.and adjusted by the National Geodetic Survey in August 1993.
 DU1792
 DU1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1792.The vertical order pertains to the NGVD 29 superseded value.
 DU1792
 DU1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1792
 DU1792.The geoid height was determined by GEOID03.
 DU1792
 DU1792;                    North         East     Units Scale Factor Converg.
 DU1792;SPC AZ C     -   294,663.436   249,887.867   MT  0.99991644   +0 13 05.8
 DU1792;SPC AZ C     -   966,743.56    819,842.08   iFT  0.99991644   +0 13 05.8
 DU1792;UTM  12      - 3,724,229.976   451,525.469   MT  0.99962897   -0 17 23.1
 DU1792
 DU1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1792!SPC AZ C     -   0.99988781  x   0.99991644  =   0.99980426
 DU1792!UTM  12      -   0.99988781  x   0.99962897  =   0.99951682
 DU1792
 DU1792:                Primary Azimuth Mark                     Grid Az
 DU1792:SPC AZ C     -  TOMBSTONE                                023 09 14.9
 DU1792:UTM  12      -  TOMBSTONE                                023 39 43.8
 DU1792
 DU1792|---------------------------------------------------------------------|
 DU1792| PID    Reference Object                     Distance      Geod. Az  |
 DU1792|                                                           dddmmss.s |
 DU1792| DU1800 TOMBSTONE                           APPROX. 5.2 KM 0232220.7 |
 DU1792| DU1810 GORDO RM 1                           10.740 METERS 02959     |
 DU1792| DU1811 GORDO RM 2                           11.525 METERS 20958     |
 DU1792|---------------------------------------------------------------------|
 DU1792
 DU1792                          SUPERSEDED SURVEY CONTROL
 DU1792
 DU1792  NAD 83(1986)-  33 39 24.59493(N)    111 31 22.14482(W) AD(       ) 2
 DU1792  NGVD 29 (07/10/87)  742.91   (m)         2437.4    (f) LEVELING    3  
 DU1792
 DU1792.Superseded values are not recommended for survey control.
 DU1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1792.See file dsdata.txt to determine how the superseded data were derived.
 DU1792
 DU1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5152524230(NAD 83)
 DU1792_MARKER: DS = TRIANGULATION STATION DISK
 DU1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1792+STABILITY: SURFACE MOTION
 DU1792
 DU1792  HISTORY     - Date     Condition        Report By
 DU1792  HISTORY     - 1981     MONUMENTED       AZDT
 DU1792  HISTORY     - 20061009 MARK NOT FOUND   GEOCAC
 DU1792
 DU1792                          STATION DESCRIPTION
 DU1792
 DU1792'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1792'THE STATION IS LOCATED 15 MILES SOUTHWEST OF SUNFLOWER, 8.5 MILES
 DU1792'NORTHEAST OF FORT MCDOWELL ALONG ARIZONA HIGHWAY 87.
 DU1792'
 DU1792'THE STATION MARK IS AN AZDT DISK STAMPED---GORDO 1981---SET IN
 DU1792'TOP OF A CONCRETE MONUMENT 6 FEET SOUTHEAST OF THE WITNESS POST.
 DU1792'
 DU1792'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GORDO RM 1 1981---SET
 DU1792'IN TOP OF A CONCRETE MONUMENT.
 DU1792'
 DU1792'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GORDO RM 2 1981---SET
 DU1792'IN TOP OF A CONCRETE MONUMENT.
 DU1792'
 DU1792'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1792'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1792'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH FOR 48.2 MILES TO THE
 DU1792'DESERT VISTA REST AREA ON THE LEFT, CONTINUE SOUTH ALONG THE HIGHWAY
 DU1792'FOR 0.3 MILE TO THE STATION ABOVE A TRAFFIC PULLOUT AREA ON THE RIGHT.
 DU1792
 DU1792                          STATION RECOVERY (2006)
 DU1792
 DU1792'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1792'THERE HAVE BEEN IMPROVEMENTS TO THE HIGHWAY IN THE AREA. THE
 DU1792'CO-ORDINATES ARE IN THE MIDDLE OF THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0694 ***********************************************************************
 FQ0694  DESIGNATION -  GORGE
 FQ0694  PID         -  FQ0694
 FQ0694  STATE/COUNTY-  AZ/COCONINO
 FQ0694  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0694
 FQ0694                         *CURRENT SURVEY CONTROL
 FQ0694  ___________________________________________________________________
 FQ0694* NAD 83(1992)-  35 56 22.40679(N)    111 39 54.05479(W)     ADJUSTED  
 FQ0694* NAVD 88     -      1730.8    (meters)    5678.     (feet)  VERTCON   
 FQ0694  ___________________________________________________________________
 FQ0694  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 FQ0694  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0694  HORZ ORDER  -  SECOND
 FQ0694
 FQ0694.The horizontal coordinates were established by classical geodetic methods
 FQ0694.and adjusted by the National Geodetic Survey in August 1993.
 FQ0694
 FQ0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0694
 FQ0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0694
 FQ0694.The geoid height was determined by GEOID03.
 FQ0694
 FQ0694;                    North         East     Units Scale Factor Converg.
 FQ0694;SPC AZ C     -   547,836.214   236,064.876   MT  0.99990635   +0 08 51.7
 FQ0694;SPC AZ C     - 1,797,362.91    774,491.06   iFT  0.99990635   +0 08 51.7
 FQ0694;UTM  12      - 3,977,448.839   440,017.634   MT  0.99964433   -0 23 25.2
 FQ0694
 FQ0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0694!SPC AZ C     -   0.99973209  x   0.99990635  =   0.99963847
 FQ0694!UTM  12      -   0.99973209  x   0.99964433  =   0.99937652
 FQ0694
 FQ0694|---------------------------------------------------------------------|
 FQ0694| PID    Reference Object                     Distance      Geod. Az  |
 FQ0694|                                                           dddmmss.s |
 FQ0694| CH2359 GORGE RM 1                           14.704 METERS 09700     |
 FQ0694| CH2360 GORGE RM 2                           11.530 METERS 24600     |
 FQ0694| FQ0695 MULE                                APPROX. 3.2 KM 2703654.4 |
 FQ0694|---------------------------------------------------------------------|
 FQ0694
 FQ0694                          SUPERSEDED SURVEY CONTROL
 FQ0694
 FQ0694  NAD 83(1986)-  35 56 22.40997(N)    111 39 54.05056(W) AD(       ) 2
 FQ0694  NAD 27      -  35 56 22.44575(N)    111 39 51.51375(W) AD(       ) 2
 FQ0694  NGVD 29 (07/19/86) 1729.8    (m)         5675.     (f) VERT ANG    3  
 FQ0694
 FQ0694.Superseded values are not recommended for survey control.
 FQ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0694.See file dsdata.txt to determine how the superseded data were derived.
 FQ0694
 FQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4001877449(NAD 83)
 FQ0694_MARKER: DD = SURVEY DISK
 FQ0694_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0694
 FQ0694  HISTORY     - Date     Condition        Report By
 FQ0694  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0694
 FQ0694                          STATION DESCRIPTION
 FQ0694
 FQ0694'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0694'THE STATION IS ABOUT 14.5 MILES NORTHWEST OF CAMERON AND 27 MILES
 FQ0694'SOUTHWEST OF TUBA CITY ON NORTH SIDE OF ARIZONA HWY. 64.
 FQ0694'
 FQ0694'THE STATION IS A AZDT HWY. DIVISION DISK STAMPED GORGE 1977,
 FQ0694'EPOXIED IN A LARGE ROCK.  STATION IS ATOP A HIGHWAY CUT, 98
 FQ0694'FT. NORTH OF ARIZONA HWY. 64, 2.3 FEET SOUTH OF R/W FENCE, MARKED
 FQ0694'WITH A WITNESS POST AND SIGN.
 FQ0694'
 FQ0694'REFERENCE MARK 1 IS A AZDT HWY. DIVISION DISK STAMPED GORGE RM 1
 FQ0694'1977, EPOXIED ON A ROCK, 12.6 FT. SOUTH OF R/W FENCE.
 FQ0694'
 FQ0694'REFERENCE MARK 2 IS A AZDT HWY. DIVISION DISK STAMPED GORGE RM 2
 FQ0694'1977, EPOXIED ON A ROCK, 15.0 FT. S. OF R/W FENCE.
 FQ0694'
 FQ0694'TO REACH STATION FROM CAMERON GO SOUTH ONE MILE ON HWY. 89 TO
 FQ0694'JUNCTION OF ARIZONA HWY. 64, TURN RIGHT (WEST) ON HWY. 64 TO
 FQ0694'M.P. 279.76.  STATION IS ON RIGHT ABOVE HWY. CUT, 98 FT. N. OF
 FQ0694'HWY. CENTERLINE.
 FQ0694'
 FQ0694'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0557 ***********************************************************************
 FQ0557  DESIGNATION -  GOVERN
 FQ0557  PID         -  FQ0557
 FQ0557  STATE/COUNTY-  AZ/COCONINO
 FQ0557  USGS QUAD   -  WING MOUNTAIN (1974)
 FQ0557
 FQ0557                         *CURRENT SURVEY CONTROL
 FQ0557  ___________________________________________________________________
 FQ0557* NAD 83(1992)-  35 21 23.74430(N)    111 51 55.30692(W)     ADJUSTED  
 FQ0557* NAVD 88     -      2482.7    (meters)    8145.     (feet)  VERTCON   
 FQ0557  ___________________________________________________________________
 FQ0557  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 FQ0557  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FQ0557  HORZ ORDER  -  THIRD
 FQ0557
 FQ0557.The horizontal coordinates were established by classical geodetic methods
 FQ0557.and adjusted by the National Geodetic Survey in August 1993.
 FQ0557
 FQ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0557
 FQ0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0557
 FQ0557.The geoid height was determined by GEOID03.
 FQ0557
 FQ0557;                    North         East     Units Scale Factor Converg.
 FQ0557;SPC AZ C     -   483,133.559   218,022.540   MT  0.99990027   +0 01 46.9
 FQ0557;SPC AZ C     - 1,585,083.85    715,297.05   iFT  0.99990027   +0 01 46.9
 FQ0557;UTM  12      - 3,912,932.920   421,377.304   MT  0.99967618   -0 30 02.8
 FQ0557
 FQ0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0557!SPC AZ C     -   0.99961405  x   0.99990027  =   0.99951436
 FQ0557!UTM  12      -   0.99961405  x   0.99967618  =   0.99929036
 FQ0557
 FQ0557:                Primary Azimuth Mark                     Grid Az
 FQ0557:SPC AZ C     -  SQUAW                                    298 59 40.7
 FQ0557:UTM  12      -  SQUAW                                    299 31 30.4
 FQ0557
 FQ0557|---------------------------------------------------------------------|
 FQ0557| PID    Reference Object                     Distance      Geod. Az  |
 FQ0557|                                                           dddmmss.s |
 FQ0557| FR0836 SQUAW                               APPROX.15.4 KM 2990127.6 |
 FQ0557|---------------------------------------------------------------------|
 FQ0557
 FQ0557                          SUPERSEDED SURVEY CONTROL
 FQ0557
 FQ0557  NAD 83(1986)-  35 21 23.74241(N)    111 51 55.30301(W) AD(       ) 3
 FQ0557  NGVD 29 (05/08/89) 2481.6    (m)         8142.     (f) VERT ANG    3  
 FQ0557
 FQ0557.Superseded values are not recommended for survey control.
 FQ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0557.See file dsdata.txt to determine how the superseded data were derived.
 FQ0557
 FQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2137712933(NAD 83)
 FQ0557_MARKER: DD = SURVEY DISK
 FQ0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0557_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FQ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0557+STABILITY: SURFACE MOTION
 FQ0557
 FQ0557  HISTORY     - Date     Condition        Report By
 FQ0557  HISTORY     - 1965     MONUMENTED       USGS
 FQ0557
 FQ0557                          STATION DESCRIPTION
 FQ0557
 FQ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0557'LOCATED ABOUT 10.2 MI W. OF HUMPHREYS PEAK, ABOUT 2.5 MI E. OF
 FQ0557'GOVERNMENT MTN., ABOUT 2.3 MI NNW. OF GOVERNMENT KNOLLS.  ON HIGH
 FQ0557'POINT OF SMALL HILL IN GOVERNMENT PRAIRIE.
 FQ0557'
 FQ0557'TO REACH FROM FLAGSTAFF POST OFFICE, DRIVE 14.9 MI N. ALONG U.S.
 FQ0557'HWY. 180 TO T-RD. LEFT, FOREST SERVICE RD. 245 AND SIGN (ANTELOPE
 FQ0557'HILL 4).  TURN LEFT AND FOLLOW FS RD. 245 3.1 MI TO JCT. OF FS RD.
 FQ0557'271.  TURN LEFT ON FS RD. 271 AND TRAVEL 0.6 MI TO Y-FORK.  TURN
 FQ0557'RIGHT AND TRAVEL 1.9 MI TO Y-FORK.  TURN SHARP LEFT AND TRAVEL 1.3
 FQ0557'MI.  TURN LEFT LEAVING RD. AND TRAVEL CROSS-COUNTRY ABOUT 0.5 MI.
 FQ0557'TURN LEFT AND ASCEND STEEP HILL WITH 4-WHEEL DRIVE TO TOP AND
 FQ0557'STATION.
 FQ0557'
 FQ0557'STATION MARK--STANDARD TABLET STAMPED---GOVERN 1965---, SET ON
 FQ0557'COPPER-COATED ROD ENCASED IN CONCRETE ON HIGHEST POINT OF TOP.
 FQ0557'
 FQ0557'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN 8-INCH PINE.
 FQ0557'
 FQ0557'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN 6-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0959 ***********************************************************************
 CG0959  DESIGNATION -  GOVERNMENT
 CG0959  PID         -  CG0959
 CG0959  STATE/COUNTY-  AZ/COCHISE
 CG0959  USGS QUAD   -  TOMBSTONE (1978)
 CG0959
 CG0959                         *CURRENT SURVEY CONTROL
 CG0959  ___________________________________________________________________
 CG0959* NAD 83(1992)-  31 39 30.89323(N)    110 02 42.27944(W)     ADJUSTED  
 CG0959* NAVD 88     -      1595.3    (meters)    5234.     (feet)  VERTCON   
 CG0959  ___________________________________________________________________
 CG0959  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 CG0959  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG0959  HORZ ORDER  -  FIRST
 CG0959
 CG0959.The horizontal coordinates were established by classical geodetic methods
 CG0959.and adjusted by the National Geodetic Survey in August 1993.
 CG0959
 CG0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0959
 CG0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0959
 CG0959.The geoid height was determined by GEOID03.
 CG0959
 CG0959;                    North         East     Units Scale Factor Converg.
 CG0959;SPC AZ E     -    73,019.435   224,890.552   MT  0.99990164   +0 03 49.7
 CG0959;SPC AZ E     -   239,565.08    737,829.90   iFT  0.99990164   +0 03 49.7
 CG0959;UTM  12      - 3,502,989.030   590,532.047   MT  0.99970108   +0 30 04.4
 CG0959
 CG0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0959!SPC AZ E     -   0.99975390  x   0.99990164  =   0.99965556
 CG0959!UTM  12      -   0.99975390  x   0.99970108  =   0.99945505
 CG0959
 CG0959|---------------------------------------------------------------------|
 CG0959| PID    Reference Object                     Distance      Geod. Az  |
 CG0959|                                                           dddmmss.s |
 CG0959| CC6594 GOVERNMENT RM 1                      10.046 METERS 16954     |
 CG0959| CC6593 GOVERNMENT AZ MK                                   1755554.4 |
 CG0959| CG0997 MILLER PEAK LOOKOUT                 APPROX.37.7 KM 2184105.4 |
 CG0959| CC6595 GOVERNMENT RM 2                       3.812 METERS 25129     |
 CG0959| CG0975 AVIATION BEACON 45 A                APPROX.42.3 KM 3132631.9 |
 CG0959|---------------------------------------------------------------------|
 CG0959
 CG0959                          SUPERSEDED SURVEY CONTROL
 CG0959
 CG0959  NAD 83(1986)-  31 39 30.88696(N)    110 02 42.27346(W) AD(       ) 1
 CG0959  NAD 27      -  31 39 30.56000(N)    110 02 39.99100(W) AD(       ) 1
 CG0959  NGVD 29 (06/28/91) 1594.4    (m)         5231.     (f) VERT ANG    3  
 CG0959
 CG0959.Superseded values are not recommended for survey control.
 CG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0959.See file dsdata.txt to determine how the superseded data were derived.
 CG0959
 CG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9053202989(NAD 83)
 CG0959_MARKER: DS = TRIANGULATION STATION DISK
 CG0959_SETTING: 66 = SET IN ROCK OUTCROP
 CG0959_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0959+STABILITY: POSITION/ELEVATION WELL
 CG0959
 CG0959  HISTORY     - Date     Condition        Report By
 CG0959  HISTORY     - 1938     MONUMENTED       CGS
 CG0959  HISTORY     - 1946     GOOD             CGS
 CG0959  HISTORY     - 1956     GOOD             USE
 CG0959  HISTORY     - 1982     GOOD             AZDT
 CG0959  HISTORY     - 1986     GOOD             AZDT
 CG0959
 CG0959                          STATION DESCRIPTION
 CG0959
 CG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0959'STATION IS LOCATED ABOUT 4 MILES SSW OF THE TOWN OF TOMBSTONE,
 CG0959'ABOUT 1 MILE DUE W OF THE HIGHEST POINT, ON THE NEW U.S. HIGHWAY
 CG0959'80 WHERE IT GOES OVER THE RIDGE.  THE OLD PAVED HIGHWAY PASSED
 CG0959'AROUND THE W SIDE OF THE PEAK AND THE NEW GRADE GOES AROUND THE
 CG0959'E SIDE.  STATION IS ON THE HIGHEST POINT BETWEEN THE NEW AND OLD
 CG0959'ROAD.
 CG0959'
 CG0959'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK.
 CG0959'NO UNDERGROUND MARK HAS BEEN SET.
 CG0959'
 CG0959'TO REACH FROM TOMBSTONE, GO SE AND S ON U.S. HIGHWAY 80 FOR 4.6
 CG0959'MILES TO A GATE IN A DRAW AT THE FOOT OF A LONG HILL.  TURN RIGHT,
 CG0959'W, THROUGH GATE TO THE OLD HIGHWAY AND TURN RIGHT, NW AND N,
 CG0959'ON THE OLD PAVEMENT ABOUT 1.5 MILES TO THE FOOT OF THE PEAK ON THE
 CG0959'RIGHT.  END OF TRUCK TRAVEL.  PACK E UP THE SLOPE ABOUT 1/2 MILE
 CG0959'TO THE HIGHEST POINT AND STATION.
 CG0959'
 CG0959'STATION AND REFERENCE MARKS IN BARE LEDGE ROCK AND EASILY LOCATED.
 CG0959'
 CG0959'AZIMUTH MARK IS ABOUT 1 MILE SSW ON THE S END OF A HOG-BACK RIDGE,
 CG0959'ABOUT 0.4 MILE NW OF THE JUNCTION OF THE OLD AND NEW HIGHWAYS,
 CG0959'AND ABOUT 50 FEET S OF THE HIGHEST POINT ON THE S END OF THE
 CG0959'RIDGE.  IT IS A BRONZE AZIMUTH DISK SET IN BARE LEDGE ROCK WHICH
 CG0959'SLOPES TO THE E.
 CG0959'
 CG0959'REFERENCE MARKS ARE BRONZE REFERENCE DISKS.
 CG0959
 CG0959                          STATION RECOVERY (1946)
 CG0959
 CG0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0959'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDTION.
 CG0959'
 CG0959'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 CG0959'CHANGE--THE MILEAGE FROM THE POST OFFICE TO THE DIRT ROAD THAT
 CG0959'TAKES OFF TO THE RIGHT AT THE BOTTOM OF A LONG GRADE ON U.S.
 CG0959'HIGHWAY 80 SHOULD BE 5.7 MILES INSTEAD OF 4.6 MILES AS LISTED.
 CG0959
 CG0959                          STATION RECOVERY (1956)
 CG0959
 CG0959'RECOVERY NOTE BY US ENGINEERS 1956
 CG0959'STATION RECOVERED AS DESCRIBED.
 CG0959'
 CG0959'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 CG0959
 CG0959                          STATION RECOVERY (1982)
 CG0959
 CG0959'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG0959'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CG0959'DESCRIBED AND FOUND IN GOOD CONDITION.  NO ANGLES OR MEASUREMENTS WERE
 CG0959'MADE AT THIS STATION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0959'
 CG0959'TO REACH THE STATION FROM TOMBSTONE TRAVEL SOUTHEAST ALONG US HIGHWAY
 CG0959'80 FOR 5.7 MILE TO A SIDE ROAD RIGHT AT MILEPOST 323.15.  TURN RIGHT
 CG0959'PASSING THROUGH A GATE FOR 300 FEET TO THE OLD HIGHWAY.  TURN RIGHT ON
 CG0959'OLD HIGHWAY FOR 1.5 MILES TO A GENTLE SLOPE ON THE RIGHT WHICH LEADS
 CG0959'TO THE TOP OF THE STATION HILL 0.5 MILE TO THE EAST.
 CG0959
 CG0959                          STATION RECOVERY (1986)
 CG0959
 CG0959'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0959'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2182 ***********************************************************************
 DU2182  DESIGNATION -  GOVERNOR HUNTS TOMB
 DU2182  PID         -  DU2182
 DU2182  STATE/COUNTY-  AZ/MARICOPA
 DU2182  USGS QUAD   -  TEMPE (1982)
 DU2182
 DU2182                         *CURRENT SURVEY CONTROL
 DU2182  ___________________________________________________________________
 DU2182* NAD 83(1992)-  33 27 06.82325(N)    111 56 39.74120(W)     ADJUSTED  
 DU2182* NAVD 88     -              **(meters)            **(feet)            
 DU2182  ___________________________________________________________________
 DU2182  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DU2182  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU2182  HORZ ORDER  -  THIRD
 DU2182
 DU2182.The horizontal coordinates were established by classical geodetic methods
 DU2182.and adjusted by the National Geodetic Survey in August 1993.
 DU2182
 DU2182
 DU2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2182
 DU2182.The geoid height was determined by GEOID03.
 DU2182
 DU2182;                    North         East     Units Scale Factor Converg.
 DU2182;SPC AZ C     -   271,865.903   210,784.333   MT  0.99990008   -0 00 55.0
 DU2182;SPC AZ C     -   891,948.50    691,549.65   iFT  0.99990008   -0 00 55.0
 DU2182;UTM  12      - 3,701,784.666   412,231.542   MT  0.99969497   -0 31 14.2
 DU2182
 DU2182                          SUPERSEDED SURVEY CONTROL
 DU2182
 DU2182  NAD 83(1986)-  33 27 06.81758(N)    111 56 39.74629(W) AD(       ) 4
 DU2182  NAD 27      -  33 27 06.66000(N)    111 56 37.22300(W) AD(       ) 3
 DU2182
 DU2182.Superseded values are not recommended for survey control.
 DU2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2182.See file dsdata.txt to determine how the superseded data were derived.
 DU2182
 DU2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1223201785(NAD 83)
 DU2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2182+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU2182
 DU2182  HISTORY     - Date     Condition        Report By
 DU2182  HISTORY     - UNK      MONUMENTED
 DU2182  HISTORY     - 1941     GOOD             CGS
 DU2182  HISTORY     - 1953     GOOD             CGS
 DU2182  HISTORY     - 1963     GOOD             CGS
 DU2182  HISTORY     - 1967     GOOD             CGS
 DU2182  HISTORY     - 20060827 GOOD             GEOCAC
 DU2182
 DU2182                          STATION DESCRIPTION
 DU2182
 DU2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 DU2182'FOLLOWING SUBMITTED IN OCT 1941 AS RESULT OF FIELD VISIT.
 DU2182'
 DU2182'GOVERNOR HUNTS TOMB, CENTER (MARICOPA COUNTY, J. BOWIE, JR.,
 DU2182'1936.  1941).--INTERSECTION STATION IS APEX OF PROMINENT PYRAMIDAL
 DU2182'TOMB OF GOVERNOR G.W.P. HUNT, WHICH IS FACED WITH WHITE TILES
 DU2182'AND IS SURROUNDED BY IRON FENCE.  TOMB IS ABOUT 15 FEET SQUARE AND
 DU2182'APEX IS VERY SHARP POINT.  STATION IS ABOUT 7.5 MILES EAST
 DU2182'OF PHOENIX AND 2 MILES NORTHWEST OF TEMPE, ON RIDGE, IN NATURAL
 DU2182'DESERT PARKLAND.  PARK IS ON NORTHEAST SIDE OF U.S. HIGHWAY
 DU2182'60-70-80, AND WINDING GRAVEL ROAD LEADS NORTH FROM HIGHWAY
 DU2182'ABOUT 1 MILE THROUGH PARK TO TOMB.  TOMB EASILY VISIBLE FROM
 DU2182'HIGHWAY AND IS WELL-KNOWN LANDMARK.
 DU2182
 DU2182                          STATION RECOVERY (1953)
 DU2182
 DU2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DU2182'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 DU2182'ADEQUATE.
 DU2182
 DU2182                          STATION RECOVERY (1963)
 DU2182
 DU2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2182'STATION RECOVERED AS DESCRIBED.
 DU2182
 DU2182                          STATION RECOVERY (1967)
 DU2182
 DU2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DU2182'THIS STATION WAS RECOVERED AS DESCRIBED.
 DU2182
 DU2182                          STATION RECOVERY (2006)
 DU2182
 DU2182'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1887 ***********************************************************************
 DU1887  DESIGNATION -  GOVT HILL
 DU1887  PID         -  DU1887
 DU1887  STATE/COUNTY-  AZ/PINAL
 DU1887  USGS QUAD   -  HAUNTED CANYON (1948)
 DU1887
 DU1887                         *CURRENT SURVEY CONTROL
 DU1887  ___________________________________________________________________
 DU1887* NAD 83(1992)-  33 24 17.64502(N)    111 05 29.23344(W)     ADJUSTED  
 DU1887* NAVD 88     -      1677.2    (meters)    5503.     (feet)  VERTCON   
 DU1887  ___________________________________________________________________
 DU1887  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DU1887  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DU1887  HORZ ORDER  -  THIRD
 DU1887
 DU1887.The horizontal coordinates were established by classical geodetic methods
 DU1887.and adjusted by the National Geodetic Survey in August 1993.
 DU1887
 DU1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1887
 DU1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1887
 DU1887.The geoid height was determined by GEOID03.
 DU1887
 DU1887;                    North         East     Units Scale Factor Converg.
 DU1887;SPC AZ C     -   266,958.219   290,118.004   MT  0.99997262   +0 27 15.6
 DU1887;SPC AZ C     -   875,847.18    951,830.72   iFT  0.99997262   +0 27 15.6
 DU1887;UTM  12      - 3,696,179.549   491,496.007   MT  0.99960089   -0 03 01.3
 DU1887
 DU1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1887!SPC AZ C     -   0.99974115  x   0.99997262  =   0.99971378
 DU1887!UTM  12      -   0.99974115  x   0.99960089  =   0.99934215
 DU1887
 DU1887|---------------------------------------------------------------------|
 DU1887| PID    Reference Object                     Distance      Geod. Az  |
 DU1887|                                                           dddmmss.s |
 DU1887| DU1911 GOVT HILL RM 2                        8.991 METERS 09800     |
 DU1887| DU1893 KINGS CROWN                         APPROX. 8.3 KM 1665039.2 |
 DU1887| DU1910 GOVT HILL RM 1                        2.865 METERS 35035     |
 DU1887|---------------------------------------------------------------------|
 DU1887
 DU1887                          SUPERSEDED SURVEY CONTROL
 DU1887
 DU1887  NAD 83(1986)-  33 24 17.64097(N)    111 05 29.23455(W) AD(       ) 3
 DU1887  NGVD 29 (09/20/88) 1676.5    (m)         5500.     (f) VERT ANG    3  
 DU1887
 DU1887.Superseded values are not recommended for survey control.
 DU1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1887.See file dsdata.txt to determine how the superseded data were derived.
 DU1887
 DU1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9149696180(NAD 83)
 DU1887_MARKER: DS = TRIANGULATION STATION DISK
 DU1887_SETTING: 66 = SET IN ROCK OUTCROP
 DU1887_SP_SET: SET IN ROCK OUTCROP
 DU1887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1887+STABILITY: POSITION/ELEVATION WELL
 DU1887
 DU1887  HISTORY     - Date     Condition        Report By
 DU1887  HISTORY     - 1946     MONUMENTED       USGS
 DU1887
 DU1887                          STATION DESCRIPTION
 DU1887
 DU1887'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1887'LOCATED ABOUT 1.5 MI S. OF MILES RANCH.  ON HIGHEST OF THREE
 DU1887'POINTS ON ROCKY RIDGE RUNNING N.-S.
 DU1887'
 DU1887'TO REACH FROM MILES RANCH, FOLLOW ROCK CREEK TRAIL TO BULL BASIN
 DU1887'TRAIL.  GO UP BULL BASIN TRAIL TO CORRAL.  FOLLOW UP MAIN CANYON TO
 DU1887'SADDLE ON E.-W. RIDGE.  GO W. AND N. AROUND FIRST POINT ON N.-S.
 DU1887'RIDGE TO SECOND.  CLIMB TO SUMMIT TO LARGE ROCK OUTCROPPING AT
 DU1887'CREST AND STATION.  A 3-1/2 HOUR PACK WITH HORSES.
 DU1887'
 DU1887'STATION MARK--STANDARD TABLET STAMPED---GOVT HILL 1946---, CEMENTED
 DU1887'IN ROCK OUTCROP.
 DU1887'
 DU1887'RM 1--CROSS ON ROCK.
 DU1887'
 DU1887'RM 2--CROSS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ5636 ***********************************************************************
 AJ5636  DESIGNATION -  GPS 100
 AJ5636  PID         -  AJ5636
 AJ5636  STATE/COUNTY-  AZ/COCONINO
 AJ5636  USGS QUAD   -  FLAGSTAFF WEST (1983)
 AJ5636
 AJ5636                         *CURRENT SURVEY CONTROL
 AJ5636  ___________________________________________________________________
 AJ5636* NAD 83(2007)-  35 08 33.43357(N)    111 41 33.51465(W)     ADJUSTED  
 AJ5636* NAVD 88     -      2129.0    (meters)    6985.     (feet)  GPS OBS   
 AJ5636  ___________________________________________________________________
 AJ5636  EPOCH DATE  -        2007.00
 AJ5636  X           -  -1,930,585.370 (meters)                     COMP
 AJ5636  Y           -  -4,853,160.652 (meters)                     COMP
 AJ5636  Z           -   3,652,028.926 (meters)                     COMP
 AJ5636  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ5636  ELLIP HEIGHT-        2105.974 (meters)          (02/10/07) ADJUSTED
 AJ5636  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AJ5636
 AJ5636  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5636  Type    PID    Designation                      North   East  Ellip
 AJ5636  -------------------------------------------------------------------
 AJ5636  NETWORK AJ5636 GPS 100                           0.49   0.43   0.80
 AJ5636  -------------------------------------------------------------------
 AJ5636
 AJ5636.The horizontal coordinates were established by GPS observations
 AJ5636.and adjusted by the National Geodetic Survey in February 2007.
 AJ5636
 AJ5636.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5636.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5636.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5636.The epoch date for horizontal control is a decimal equivalence
 AJ5636.of Year/Month/Day.
 AJ5636
 AJ5636.The orthometric height was determined by GPS observations and a
 AJ5636.high-resolution geoid model.
 AJ5636
 AJ5636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5636
 AJ5636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5636
 AJ5636.The ellipsoidal height was determined by GPS observations
 AJ5636.and is referenced to NAD 83.
 AJ5636
 AJ5636.The geoid height was determined by GEOID03.
 AJ5636
 AJ5636;                    North         East     Units Scale Factor Converg.
 AJ5636;SPC AZ C     -   459,418.185   233,773.143   MT  0.99990513   +0 07 44.2
 AJ5636;SPC AZ C     - 1,507,277.51    766,972.25   iFT  0.99990513   +0 07 44.2
 AJ5636;UTM  12      - 3,889,078.847   436,904.524   MT  0.99964906   -0 23 55.3
 AJ5636
 AJ5636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5636!SPC AZ C     -   0.99966955  x   0.99990513  =   0.99957471
 AJ5636!UTM  12      -   0.99966955  x   0.99964906  =   0.99931872
 AJ5636
 AJ5636                          SUPERSEDED SURVEY CONTROL
 AJ5636
 AJ5636  NAD 83(1992)-  35 08 33.43292(N)    111 41 33.51403(W) AD(       ) A
 AJ5636  ELLIP H (10/04/01) 2105.974  (m)                       GP(       ) 3 2
 AJ5636
 AJ5636.Superseded values are not recommended for survey control.
 AJ5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5636.See file dsdata.txt to determine how the superseded data were derived.
 AJ5636
 AJ5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3690589079(NAD 83)
 AJ5636_MARKER: DD = SURVEY DISK
 AJ5636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5636_STAMPING: GPS 100 1994
 AJ5636_MARK LOGO: AZ-005
 AJ5636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5636+STABILITY: SURFACE MOTION
 AJ5636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5636+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 AJ5636
 AJ5636  HISTORY     - Date     Condition        Report By
 AJ5636  HISTORY     - 1994     MONUMENTED       AZ-005
 AJ5636  HISTORY     - 20010321 SEE DESCRIPTION  SHEPH
 AJ5636  HISTORY     - 20050929 GOOD             USPSQD
 AJ5636
 AJ5636                          STATION DESCRIPTION
 AJ5636
 AJ5636'DESCRIBED BY SHEPHARD-WESNITZER INC 2001 (DHM)
 AJ5636'THE STATION IS LOCATED IN THE FORT TUTHILL COCONINO COUNTY PARK IN
 AJ5636'SOUTHWEST FLAGSTAFF.
 AJ5636' 
 AJ5636'TO REACH THE STATION FROM THE JUNCTIONOF I-40 AND I-17 IN FLAGSTAFF
 AJ5636'PROCEED SOUTH ON I-17 4.0 KM (2.5 MILES) TO PULLIAM AIRPORT EXIT (EXIT
 AJ5636'337).  TURN RIGHT AT END OF EXIT RAMP, THEN TURN RIGHT (NORTH) ONTO
 AJ5636'STATE HIGHWAY 89A.  PROCEED 0.2 KM (0.1 MILES) TO THE ENTRANCE OF
 AJ5636'FORT TUTHILL COCONINO COUNTY PARK ON THE LEFT.  TURN LEFT (WEST)
 AJ5636'AND PROCEED 0.5 KM (0.3 MILES) TO A 90 DEGREE BEND IN ROAD, FOLLOW
 AJ5636'BEND LEFT AND PROCEED 45 M (100 FT) TO PULLOUT ON RIGHT AT SOUTH
 AJ5636'END OF WOOD SLAT FENCE AROUND SMALL MAINTENANCE BUILDING.
 AJ5636' 
 AJ5636'THE STATION IS 8 M (25 FT) WEST OF THE SOUTHWEST CORNER OF A WOOD
 AJ5636'FENCE AND 12 M (40 FT) WEST OF A MAINTENANCE BUILDING.
 AJ5636' 
 AJ5636'THE STATION IS A COCONINO COUNTY ENGINEERING DEPT. 3-3/4 INCH BRASS
 AJ5636'DISK SET IN CONCRETE IN A VERTICAL, CORRUGATED METAL PIPE 0.6 M (2 FT)
 AJ5636'IN DIAMETER.  THE PIPE HAS A STEEL HINGED LID.  THE RIM OF THE PIPE IS
 AJ5636'AT GRADE, AND THE STATION IS 0.25 M (0.8 FT) BELOW THE RIM OF THE
 AJ5636'PIPE.
 AJ5636'THE STATION IS STAMPED GPS 100 1994.
 AJ5636' 
 AJ5636'
 AJ5636
 AJ5636                          STATION RECOVERY (2005)
 AJ5636
 AJ5636'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 AJ5636'RECOVERED AS DESCRIBED.  FENCE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2383 ***********************************************************************
 CZ2383  DESIGNATION -  GPS 13
 CZ2383  PID         -  CZ2383
 CZ2383  STATE/COUNTY-  AZ/PINAL
 CZ2383  USGS QUAD   -  RED ROCK (1993)
 CZ2383
 CZ2383                         *CURRENT SURVEY CONTROL
 CZ2383  ___________________________________________________________________
 CZ2383* NAD 83(2007)-  32 35 09.41624(N)    111 18 10.19198(W)     ADJUSTED  
 CZ2383* NAVD 88     -       586.3    (meters)    1924.     (feet)  VERTCON   
 CZ2383  ___________________________________________________________________
 CZ2383  EPOCH DATE  -        2007.00
 CZ2383  X           -  -1,954,471.628 (meters)                     COMP
 CZ2383  Y           -  -5,012,228.698 (meters)                     COMP
 CZ2383  Z           -   3,415,657.992 (meters)                     COMP
 CZ2383  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 CZ2383  ELLIP HEIGHT-         556.933 (meters)          (02/10/07) ADJUSTED
 CZ2383  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ2383
 CZ2383  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2383  Type    PID    Designation                      North   East  Ellip
 CZ2383  -------------------------------------------------------------------
 CZ2383  NETWORK CZ2383 GPS 13                            0.59   0.90   2.39
 CZ2383  -------------------------------------------------------------------
 CZ2383
 CZ2383.The horizontal coordinates were established by GPS observations
 CZ2383.and adjusted by the National Geodetic Survey in February 2007.
 CZ2383
 CZ2383.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2383.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2383.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2383.The epoch date for horizontal control is a decimal equivalence
 CZ2383.of Year/Month/Day.
 CZ2383
 CZ2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2383
 CZ2383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2383
 CZ2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2383
 CZ2383.The ellipsoidal height was determined by GPS observations
 CZ2383.and is referenced to NAD 83.
 CZ2383
 CZ2383.The geoid height was determined by GEOID03.
 CZ2383
 CZ2383;                    North         East     Units Scale Factor Converg.
 CZ2383;SPC AZ C     -   176,003.801   270,986.050   MT  0.99994094   +0 19 50.2
 CZ2383;SPC AZ C     -   577,440.29    889,061.84   iFT  0.99994094   +0 19 50.2
 CZ2383;UTM  12      - 3,605,427.177   471,579.330   MT  0.99960996   -0 09 47.1
 CZ2383
 CZ2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2383!SPC AZ C     -   0.99991256  x   0.99994094  =   0.99985351
 CZ2383!UTM  12      -   0.99991256  x   0.99960996  =   0.99952256
 CZ2383
 CZ2383                          SUPERSEDED SURVEY CONTROL
 CZ2383
 CZ2383  ELLIP H (06/11/02)  556.965  (m)                       GP(       ) 4 2
 CZ2383  NAD 83(1992)-  32 35 09.41527(N)    111 18 10.19058(W) AD(       ) 1
 CZ2383  ELLIP H (08/23/93)  557.030  (m)                       GP(       ) 4 2
 CZ2383  NAD 83(1986)-  32 35 09.41054(N)    111 18 10.19062(W) AD(       ) 1
 CZ2383  NGVD 29 (05/25/90)  585.9    (m)         1922.     (f) GPS OBS     3  
 CZ2383
 CZ2383.Superseded values are not recommended for survey control.
 CZ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2383.See file dsdata.txt to determine how the superseded data were derived.
 CZ2383
 CZ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7157905427(NAD 83)
 CZ2383_MARKER: DV = VERTICAL CONTROL DISK
 CZ2383_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2383_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ2383_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2383+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 CZ2383
 CZ2383  HISTORY     - Date     Condition        Report By
 CZ2383  HISTORY     - 1987     MONUMENTED       NGS
 CZ2383  HISTORY     - 20030626 GOOD             CAP
 CZ2383
 CZ2383                          STATION DESCRIPTION
 CZ2383
 CZ2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2383'THE STATION IS LOCATED ABOUT 80.5 KM (50 MI)
 CZ2383'NORTHWEST OF TUCSON,
 CZ2383'33.8 KM (21 MI) SOUTHEAST OF ELOY AND
 CZ2383'16.1 KM (10 MI) SOUTHWEST OF OWL HEAD BUTTES.
 CZ2383'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2383'85740-6510, PHONE 602-629-6601.
 CZ2383'
 CZ2383'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2383'PICACHO PEAK ROAD WHICH IS ABOUT 9.7 KM (6 MI) NORTHWEST OF RED
 CZ2383'ROCK, GO NORTHEASTERLY FOR 0.2 KM (0.15 MI) ON PICACHO PEAK ROAD TO
 CZ2383'THE FRONTAGE ROAD.  TURN RIGHT AND GO SOUTHEASTERLY FOR 8.5 KM (5.3
 CZ2383'MI) ON THE FRONTAGE ROAD TO A SIDE ROAD LEFT.  TURN LEFT, CROSS
 CZ2383'RAILROAD TRACKS AND GO EASTERLY FOR 0.6 KM (0.35 MI) ON PARK LINK
 CZ2383'DRIVE TO A PAVED ROAD RIGHT, JUST BEFORE THE PINAL CANAL.  TURN
 CZ2383'RIGHT AND GO 3.1 KM (1.95 MI) ON THE PAVED ROAD TO THE END OF
 CZ2383'PAVEMENT.  CONTINUE STRAIGHT AHEAD AND GO 0.5 KM (0.3 MI) ON THE MAIN
 CZ2383'DIRT ROAD TO A METAL EXTENSOMETER SHED AND THE STATION ON THE RIGHT.
 CZ2383'
 CZ2383'THE STATION IS A STANDARD NGS DISK
 CZ2383'STAMPED---GPS TA 13 1987---,
 CZ2383'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CZ2383'PROJECTING 1 CM ABOVE GROUND.  LOCATED
 CZ2383'50.9 METERS (167.0 FT) SOUTHEAST FROM A CYCLONE FENCE ALONG CANAL,
 CZ2383'29.6 METERS (97.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ2383'DIRT ROAD,
 CZ2383'16.8 METERS (55.0 FT) SOUTH FROM THE SOUTHERNMOST CORNER OF THE
 CZ2383'EXTENSOMETER SHED AND
 CZ2383'0.6 METERS (2.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CZ2383'
 CZ2383'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2383'
 CZ2383'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2383'
 CZ2383'DESCRIBED BY D.L. SPRANGERS.
 CZ2383
 CZ2383                          STATION RECOVERY (2003)
 CZ2383
 CZ2383'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2003 (DLD)
 CZ2383'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2384 ***********************************************************************
 CZ2384  DESIGNATION -  GPS 32
 CZ2384  PID         -  CZ2384
 CZ2384  STATE/COUNTY-  AZ/PIMA
 CZ2384  USGS QUAD   -  AVRA (1992)
 CZ2384
 CZ2384                         *CURRENT SURVEY CONTROL
 CZ2384  ___________________________________________________________________
 CZ2384* NAD 83(2007)-  32 20 56.00121(N)    111 13 52.99764(W)     ADJUSTED  
 CZ2384* NAVD 88     -       641.5    (meters)    2105.     (feet)  VERTCON   
 CZ2384  ___________________________________________________________________
 CZ2384  EPOCH DATE  -        2007.00
 CZ2384  X           -  -1,953,348.081 (meters)                     COMP
 CZ2384  Y           -  -5,027,860.628 (meters)                     COMP
 CZ2384  Z           -   3,393,505.667 (meters)                     COMP
 CZ2384  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 CZ2384  ELLIP HEIGHT-         611.755 (meters)          (02/10/07) ADJUSTED
 CZ2384  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ2384
 CZ2384  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2384  Type    PID    Designation                      North   East  Ellip
 CZ2384  -------------------------------------------------------------------
 CZ2384  NETWORK CZ2384 GPS 32                            0.57   0.84   2.51
 CZ2384  -------------------------------------------------------------------
 CZ2384
 CZ2384.The horizontal coordinates were established by GPS observations
 CZ2384.and adjusted by the National Geodetic Survey in February 2007.
 CZ2384
 CZ2384.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2384.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2384.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2384.The epoch date for horizontal control is a decimal equivalence
 CZ2384.of Year/Month/Day.
 CZ2384
 CZ2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2384
 CZ2384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2384
 CZ2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2384
 CZ2384.The ellipsoidal height was determined by GPS observations
 CZ2384.and is referenced to NAD 83.
 CZ2384
 CZ2384.The geoid height was determined by GEOID03.
 CZ2384
 CZ2384;                    North         East     Units Scale Factor Converg.
 CZ2384;SPC AZ C     -   149,757.836   277,861.923   MT  0.99995129   +0 22 00.1
 CZ2384;SPC AZ C     -   491,331.48    911,620.48   iFT  0.99995129   +0 22 00.1
 CZ2384;UTM  12      - 3,579,132.022   478,227.285   MT  0.99960585   -0 07 25.7
 CZ2384
 CZ2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2384!SPC AZ C     -   0.99990396  x   0.99995129  =   0.99985525
 CZ2384!UTM  12      -   0.99990396  x   0.99960585  =   0.99950984
 CZ2384
 CZ2384                          SUPERSEDED SURVEY CONTROL
 CZ2384
 CZ2384  ELLIP H (06/11/02)  611.790  (m)                       GP(       ) 4 2
 CZ2384  NAD 83(1992)-  32 20 56.00001(N)    111 13 52.99614(W) AD(       ) 1
 CZ2384  ELLIP H (08/23/93)  611.858  (m)                       GP(       ) 4 2
 CZ2384  NAD 83(1986)-  32 20 55.99508(N)    111 13 52.99618(W) AD(       ) 1
 CZ2384  NGVD 29 (05/25/90)  640.9    (m)         2103.     (f) GPS OBS     3  
 CZ2384
 CZ2384.Superseded values are not recommended for survey control.
 CZ2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2384.See file dsdata.txt to determine how the superseded data were derived.
 CZ2384
 CZ2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7822779132(NAD 83)
 CZ2384_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2384_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2384+STABILITY: SURFACE MOTION
 CZ2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2384+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2384
 CZ2384  HISTORY     - Date     Condition        Report By
 CZ2384  HISTORY     - 1987     MONUMENTED       NGS
 CZ2384  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ2384
 CZ2384                          STATION DESCRIPTION
 CZ2384
 CZ2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2384'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI)
 CZ2384'NORTHWEST OF SOUTH TUCSON,
 CZ2384'27.4 KM (17 MI) SOUTH-SOUTHEAST OF RED ROCK,
 CZ2384'11.3 KM (7 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10 AND ALONG THE CAP
 CZ2384'CANAL.
 CZ2384'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2384'85740-6510, PHONE 602-629-6601.
 CZ2384'
 CZ2384'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2384'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2384'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ2384'ROAD LEFT, SANDARIO ROAD.
 CZ2384'TURN LEFT AND GO SOUTH FOR 5.8 KM (3.6 MI) ON SANDARIO ROAD TO A
 CZ2384'DIRT ROAD RIGHT, MAGEE ROAD.
 CZ2384'TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI) ON MAGEE ROAD TO THE
 CZ2384'CAP CANAL.  CROSS BRIDGE, TURN LEFT AND GO SOUTH FOR 0.6 KM (0.4
 CZ2384'MI) ON THE WEST ACCESS ROAD TO THE STATION ON THE RIGHT, NEAR A
 CZ2384'BROWN METAL SHED (EXTENSOMETER).
 CZ2384'
 CZ2384'THE STATION IS A STANDARD NGS DISK
 CZ2384'STAMPED---GPS 32 1987---,
 CZ2384'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ2384'25 CM ON SIDE PROJECTING 1 CM ABOVE GROUND.  LOCATED
 CZ2384'7.47 METERS (24.5 FT) EAST FROM THE NORTHWEST CORNER OF THE
 CZ2384'EXTENSOMETER BUILDING,
 CZ2384'7.28 METERS (23.9 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF
 CZ2384'THE EXTENSOMETER BUILDING AND
 CZ2384'5.43 METERS (17.8 FT) SOUTH FROM A BARBED WIRE FENCE.
 CZ2384'
 CZ2384'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2384'
 CZ2384'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2384'
 CZ2384'DESCRIBED BY D.F. CALLAHAN.
 CZ2384
 CZ2384                          STATION RECOVERY (1997)
 CZ2384
 CZ2384'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2385 ***********************************************************************
 CZ2385  DESIGNATION -  GPS 33
 CZ2385  PID         -  CZ2385
 CZ2385  STATE/COUNTY-  AZ/PIMA
 CZ2385  USGS QUAD   -  AVRA (1992)
 CZ2385
 CZ2385                         *CURRENT SURVEY CONTROL
 CZ2385  ___________________________________________________________________
 CZ2385* NAD 83(2007)-  32 15 46.41982(N)    111 14 41.18022(W)     ADJUSTED  
 CZ2385* NAVD 88     -       669.7    (meters)    2197.     (feet)  VERTCON   
 CZ2385  ___________________________________________________________________
 CZ2385  EPOCH DATE  -        2007.00
 CZ2385  X           -  -1,956,377.993 (meters)                     COMP
 CZ2385  Y           -  -5,032,176.842 (meters)                     COMP
 CZ2385  Z           -   3,385,459.800 (meters)                     COMP
 CZ2385  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CZ2385  ELLIP HEIGHT-         639.727 (meters)          (02/10/07) ADJUSTED
 CZ2385  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ2385
 CZ2385  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2385  Type    PID    Designation                      North   East  Ellip
 CZ2385  -------------------------------------------------------------------
 CZ2385  NETWORK CZ2385 GPS 33                            0.61   1.25   3.33
 CZ2385  -------------------------------------------------------------------
 CZ2385
 CZ2385.The horizontal coordinates were established by GPS observations
 CZ2385.and adjusted by the National Geodetic Survey in February 2007.
 CZ2385
 CZ2385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2385.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2385.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2385.The epoch date for horizontal control is a decimal equivalence
 CZ2385.of Year/Month/Day.
 CZ2385
 CZ2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2385
 CZ2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2385
 CZ2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2385
 CZ2385.The ellipsoidal height was determined by GPS observations
 CZ2385.and is referenced to NAD 83.
 CZ2385
 CZ2385.The geoid height was determined by GEOID03.
 CZ2385
 CZ2385;                    North         East     Units Scale Factor Converg.
 CZ2385;SPC AZ C     -   140,214.368   276,661.887   MT  0.99994940   +0 21 31.2
 CZ2385;SPC AZ C     -   460,020.89    907,683.36   iFT  0.99994940   +0 21 31.2
 CZ2385;UTM  12      - 3,569,602.445   476,946.131   MT  0.99960655   -0 07 50.4
 CZ2385
 CZ2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2385!SPC AZ C     -   0.99989956  x   0.99994940  =   0.99984897
 CZ2385!UTM  12      -   0.99989956  x   0.99960655  =   0.99950615
 CZ2385
 CZ2385                          SUPERSEDED SURVEY CONTROL
 CZ2385
 CZ2385  ELLIP H (06/11/02)  639.749  (m)                       GP(       ) 4 2
 CZ2385  NAD 83(1992)-  32 15 46.41824(N)    111 14 41.17846(W) AD(       ) 1
 CZ2385  ELLIP H (08/23/93)  639.823  (m)                       GP(       ) 4 2
 CZ2385  NAD 83(1986)-  32 15 46.41335(N)    111 14 41.17786(W) AD(       ) 1
 CZ2385  NGVD 29 (05/25/90)  669.1    (m)         2195.     (f) GPS OBS     3  
 CZ2385
 CZ2385.Superseded values are not recommended for survey control.
 CZ2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2385.See file dsdata.txt to determine how the superseded data were derived.
 CZ2385
 CZ2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7694669602(NAD 83)
 CZ2385_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2385_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2385+STABILITY: SURFACE MOTION
 CZ2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2385+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2385
 CZ2385  HISTORY     - Date     Condition        Report By
 CZ2385  HISTORY     - 1987     MONUMENTED       NGS
 CZ2385  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ2385
 CZ2385                          STATION DESCRIPTION
 CZ2385
 CZ2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2385'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 CZ2385'SOUTH-SOUTHEAST OF RED ROCK,
 CZ2385'27.4 KM (17 MI) WEST-NORTHWEST OF SOUTH TUCSON,
 CZ2385'22.5 KM (14 MI) NORTH-NORTHEAST OF THREE POINTS AND ALONG THE CAP
 CZ2385'CANAL.
 CZ2385'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2385'85740-6510, PHONE 602-629-6601.
 CZ2385'
 CZ2385'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2385'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2385'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ2385'ROAD LEFT, SANDARIO RD.
 CZ2385'TURN LEFT AND GO SOUTH FOR 8.5 KM (5.3 MI) ON SANDARIO RD TO A
 CZ2385'PAVED CROSSROAD, PICTURES ROCK ROAD.
 CZ2385'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 4.1 KM (2.55 MI) ON
 CZ2385'SANDARIO RD TO A PAVED ROAD RIGHT, MANVILLE RD.
 CZ2385'TURN RIGHT AND GO WEST FOR 2.6 KM (1.6 MI) ON MANVILLE RD TO THE
 CZ2385'CAP CANAL.
 CZ2385'TURN LEFT AND GO SOUTH FOR 3.4 KM (2.1 MI) ALONG THE WEST SIDE OF
 CZ2385'THE CAP CANAL TO EXTENSOMETER TA-33 AND THE STATION.
 CZ2385'
 CZ2385'THE STATION IS A STANDARD NGS DISK
 CZ2385'STAMPED---GPS 33 1987---,
 CZ2385'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ2385'25 CM ON SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 CZ2385'5.49 METERS (18.0 FT) SOUTH-SOUTHEAST FROM THE EAST CORNER OF THE
 CZ2385'EXTENSOMETER BUILDING AND
 CZ2385'4.88 METERS (16.0 FT) EAST-SOUTHEAST FROM THE SOUTH CORNER OF THE
 CZ2385'EXTENSOMETER BUILDING.
 CZ2385'
 CZ2385'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CZ2385'
 CZ2385'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2385'
 CZ2385'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2385'
 CZ2385'DESCRIBED BY D.F. CALLAHAN.
 CZ2385
 CZ2385                          STATION RECOVERY (1997)
 CZ2385
 CZ2385'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2386 ***********************************************************************
 CZ2386  DESIGNATION -  GPS 44
 CZ2386  PID         -  CZ2386
 CZ2386  STATE/COUNTY-  AZ/PIMA
 CZ2386  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2386
 CZ2386                         *CURRENT SURVEY CONTROL
 CZ2386  ___________________________________________________________________
 CZ2386* NAD 83(2007)-  32 10 29.85913(N)    111 10 08.43786(W)     ADJUSTED  
 CZ2386* NAVD 88     -       725.8    (meters)    2381.     (feet)  VERTCON   
 CZ2386  ___________________________________________________________________
 CZ2386  EPOCH DATE  -        2007.00
 CZ2386  X           -  -1,951,617.038 (meters)                     COMP
 CZ2386  Y           -  -5,039,652.181 (meters)                     COMP
 CZ2386  Z           -   3,377,239.382 (meters)                     COMP
 CZ2386  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CZ2386  ELLIP HEIGHT-         695.931 (meters)          (02/10/07) ADJUSTED
 CZ2386  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ2386
 CZ2386  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2386  Type    PID    Designation                      North   East  Ellip
 CZ2386  -------------------------------------------------------------------
 CZ2386  NETWORK CZ2386 GPS 44                            0.51   0.82   2.61
 CZ2386  -------------------------------------------------------------------
 CZ2386
 CZ2386.The horizontal coordinates were established by GPS observations
 CZ2386.and adjusted by the National Geodetic Survey in February 2007.
 CZ2386
 CZ2386.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2386.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2386.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2386.The epoch date for horizontal control is a decimal equivalence
 CZ2386.of Year/Month/Day.
 CZ2386
 CZ2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2386
 CZ2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2386
 CZ2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2386
 CZ2386.The ellipsoidal height was determined by GPS observations
 CZ2386.and is referenced to NAD 83.
 CZ2386
 CZ2386.The geoid height was determined by GEOID03.
 CZ2386
 CZ2386;                    North         East     Units Scale Factor Converg.
 CZ2386;SPC AZ C     -   130,511.181   283,867.715   MT  0.99996129   +0 23 53.3
 CZ2386;SPC AZ C     -   428,186.29    931,324.52   iFT  0.99996129   +0 23 53.3
 CZ2386;UTM  12      - 3,559,841.568   484,066.432   MT  0.99960313   -0 05 24.0
 CZ2386
 CZ2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2386!SPC AZ C     -   0.99989074  x   0.99996129  =   0.99985203
 CZ2386!UTM  12      -   0.99989074  x   0.99960313  =   0.99949391
 CZ2386
 CZ2386                          SUPERSEDED SURVEY CONTROL
 CZ2386
 CZ2386  ELLIP H (06/11/02)  695.958  (m)                       GP(       ) 4 2
 CZ2386  NAD 83(1992)-  32 10 29.85733(N)    111 10 08.43617(W) AD(       ) 1
 CZ2386  ELLIP H (08/23/93)  696.036  (m)                       GP(       ) 4 2
 CZ2386  NAD 83(1986)-  32 10 29.85244(N)    111 10 08.43537(W) AD(       ) 1
 CZ2386  NGVD 29 (05/25/90)  725.1    (m)         2379.     (f) GPS OBS     3  
 CZ2386
 CZ2386.Superseded values are not recommended for survey control.
 CZ2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2386.See file dsdata.txt to determine how the superseded data were derived.
 CZ2386
 CZ2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8406659842(NAD 83)
 CZ2386_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2386+STABILITY: SURFACE MOTION
 CZ2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2386+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 CZ2386
 CZ2386  HISTORY     - Date     Condition        Report By
 CZ2386  HISTORY     - 1987     MONUMENTED       NGS
 CZ2386  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ2386  HISTORY     - 20030626 GOOD             NGS
 CZ2386  HISTORY     - 20030626 GOOD             CAP
 CZ2386
 CZ2386                          STATION DESCRIPTION
 CZ2386
 CZ2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2386'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 CZ2386'WEST OF SOUTH TUCSON,
 CZ2386'16.1 KM (10 MI) NORTHEAST OF THREE POINTS AND
 CZ2386'4.8 KM (3 MI) NORTHWEST OF STATE HIGHWAY 86.
 CZ2386'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ2386'85740-6510, PHONE 602-629-6601.
 CZ2386'
 CZ2386'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ2386'STATE HIGHWAY 86 (AJO WAY) IN SOUTH TUCSON, GO
 CZ2386'WEST FOR 8.4 KM (5.2 MI) ON HIGHWAY 86 TO A PAVED ROAD RIGHT,
 CZ2386'KINNEY RD, AT A TRAFFIC LIGHT.
 CZ2386'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 4.7 KM (2.9 MI) ON HIGHWAY
 CZ2386'86 TO A PAVED ROAD RIGHT, SAN JOAQUIN RD.
 CZ2386'TURN RIGHT AND GO NORTHWEST FOR 3.9 KM (2.4 MI) ON SAN JOAQUIN RD
 CZ2386'TO A PAVED CROSSROAD, BOPP RD.
 CZ2386'TURN LEFT AND GO WEST FOR 1.9 KM (1.2 MI) ON BOPP RD TO THE END OF
 CZ2386'PAVEMENT AT A DIRT CROSSROAD, JEROME AVE.
 CZ2386'CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 0.4 KM (0.25 MI) ON THE
 CZ2386'DIRT ROAD TO A TRACK ROAD LEFT.
 CZ2386'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE TRACK ROAD
 CZ2386'TO THE FENCE ENCLOSED EXTENSOMETER TA-44 AND THE STATION.
 CZ2386'
 CZ2386'THE STATION IS A STANDARD NGS DISK
 CZ2386'STAMPED---GPS 44 1987---,
 CZ2386'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ2386'25 CM ON SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 CZ2386'5.21 METERS (17.1 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 CZ2386'CHAIN LINK FENCE AROUND THE EXTENSOMETER AND
 CZ2386'5.12 METERS (16.8 FT) NORTH FROM THE NORTHEAST CORNER OF THE CHAIN
 CZ2386'LINK FENCE AROUND THE EXTENSOMETER.
 CZ2386'
 CZ2386'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CZ2386'
 CZ2386'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2386'
 CZ2386'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2386'
 CZ2386'DESCRIBED BY D.F. CALLAHAN.
 CZ2386
 CZ2386                          STATION RECOVERY (1995)
 CZ2386
 CZ2386'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2386'MARK NOT FOUND.
 CZ2386
 CZ2386                          STATION RECOVERY (2003)
 CZ2386
 CZ2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DHM)
 CZ2386'STATION MARK WAS RECOVERED BY CENTRAL ARIZONA PROJECT PERSONNEL
 CZ2386
 CZ2386                          STATION RECOVERY (2003)
 CZ2386
 CZ2386'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2003 (DLD)
 CZ2386'RECOVERED AS DESCRIBED BY NGS IN 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2387 ***********************************************************************
 CZ2387  DESIGNATION -  GPS SA 115
 CZ2387  PID         -  CZ2387
 CZ2387  STATE/COUNTY-  AZ/PIMA
 CZ2387  USGS QUAD   -  TUCSON SE (1992)
 CZ2387
 CZ2387                         *CURRENT SURVEY CONTROL
 CZ2387  ___________________________________________________________________
 CZ2387* NAD 83(2007)-  32 02 29.54402(N)    110 46 26.15955(W)     ADJUSTED  
 CZ2387* NAVD 88     -       938.8    (meters)    3080.     (feet)  VERTCON   
 CZ2387  ___________________________________________________________________
 CZ2387  EPOCH DATE  -        2007.00
 CZ2387  X           -  -1,919,674.231 (meters)                     COMP
 CZ2387  Y           -  -5,060,512.252 (meters)                     COMP
 CZ2387  Z           -   3,364,819.534 (meters)                     COMP
 CZ2387  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 CZ2387  ELLIP HEIGHT-         909.763 (meters)          (02/10/07) ADJUSTED
 CZ2387  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CZ2387
 CZ2387  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2387  Type    PID    Designation                      North   East  Ellip
 CZ2387  -------------------------------------------------------------------
 CZ2387  NETWORK CZ2387 GPS SA 115                        0.59   0.86   2.98
 CZ2387  -------------------------------------------------------------------
 CZ2387
 CZ2387.The horizontal coordinates were established by GPS observations
 CZ2387.and adjusted by the National Geodetic Survey in February 2007.
 CZ2387
 CZ2387.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2387.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2387.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2387.The epoch date for horizontal control is a decimal equivalence
 CZ2387.of Year/Month/Day.
 CZ2387
 CZ2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2387
 CZ2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2387
 CZ2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2387
 CZ2387.The ellipsoidal height was determined by GPS observations
 CZ2387.and is referenced to NAD 83.
 CZ2387
 CZ2387.The geoid height was determined by GEOID03.
 CZ2387
 CZ2387;                    North         East     Units Scale Factor Converg.
 CZ2387;SPC AZ C     -   116,043.847   321,284.122   MT  1.00004360   +0 36 22.7
 CZ2387;SPC AZ C     -   380,721.28  1,054,081.77   iFT  1.00004360   +0 36 22.7
 CZ2387;UTM  12      - 3,545,062.444   521,343.608   MT  0.99960562   +0 07 11.8
 CZ2387
 CZ2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2387!SPC AZ C     -   0.99985717  x   1.00004360  =   0.99990077
 CZ2387!UTM  12      -   0.99985717  x   0.99960562  =   0.99946285
 CZ2387
 CZ2387                          SUPERSEDED SURVEY CONTROL
 CZ2387
 CZ2387  ELLIP H (06/11/02)  909.797  (m)                       GP(       ) 4 2
 CZ2387  NAD 83(1992)-  32 02 29.54352(N)    110 46 26.15852(W) AD(       ) 1
 CZ2387  ELLIP H (08/23/93)  909.880  (m)                       GP(       ) 4 2
 CZ2387  NAD 83(1986)-  32 02 29.53855(N)    110 46 26.15716(W) AD(       ) 1
 CZ2387  NGVD 29 (05/25/90)  938.0    (m)         3077.     (f) GPS OBS     3  
 CZ2387
 CZ2387.Superseded values are not recommended for survey control.
 CZ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2387.See file dsdata.txt to determine how the superseded data were derived.
 CZ2387
 CZ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2134445062(NAD 83)
 CZ2387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2387+STABILITY: SURFACE MOTION
 CZ2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2387+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2008
 CZ2387
 CZ2387  HISTORY     - Date     Condition        Report By
 CZ2387  HISTORY     - 1987     MONUMENTED       NGS
 CZ2387  HISTORY     - 1987     GOOD             NGS
 CZ2387  HISTORY     - 1996     GOOD             USPSQD
 CZ2387  HISTORY     - 20060316 GOOD             USPSQD
 CZ2387  HISTORY     - 20081031 GOOD             CAP
 CZ2387
 CZ2387                          STATION DESCRIPTION
 CZ2387
 CZ2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2387'THE STATION WAS RECOVERED AT THIS DATE,
 CZ2387'IN GOOD CONDITION.  THE STATION IS AN EXISTING PIMA COUNTY SURVEY
 CZ2387'MARK.  IT WAS STAMPED AT THIS DATE.
 CZ2387'
 CZ2387'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 CZ2387'SOUTHEAST OF SOUTH TUCSON,
 CZ2387'1.6 KM (1 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10 AND NEAR THE
 CZ2387'ENTRANCE TO THE PIMA COUNTY FAIRGROUNDS.
 CZ2387'OWNERSHIP--PIMA COUNTY.
 CZ2387'
 CZ2387'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2387'HOUGHTON RD WHICH IS ABOUT 24.1 KM (15 MI) SOUTHEAST OF SOUTH
 CZ2387'TUCSON, GO SOUTH FOR 2.3 KM (1.4 MI) ON HOUGHTON RD TO THE STATION
 CZ2387'ON THE RIGHT, AT THE ENTRANCE TO THE PIMA COUNTY FAIRGROUNDS.
 CZ2387'
 CZ2387'THE STATION IS A BRASS DISK 5 CM IN DIAMETER STAMPED---GPS SA 115
 CZ2387'1987---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM IN
 CZ2387'DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED 26.52 METERS (87.0
 CZ2387'FT) NORTHEAST FROM A TELEPHONE JUNCTION BOX, 23.93 METERS (78.5 FT)
 CZ2387'SOUTHWEST FROM A UTILITY POLE WITH TRANSFORMER ON EAST SIDE OF
 CZ2387'HOUGHTON RD, 23.01 METERS (75.5 FT) EAST FROM THE CENTER OF THE
 CZ2387'CENTER ONE OF THREE GATES AT FAIRGROUNDS ENTRANCE, 20.88 METERS
 CZ2387'(68.5 FT) NORTH-NORTHWEST FROM A STOP SIGN AND 12.95 METERS (42.5
 CZ2387'FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF HOUGHTON RD.
 CZ2387'
 CZ2387'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2387'
 CZ2387'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2387'
 CZ2387'DESCRIBED BY D.F. CALLAHAN.
 CZ2387
 CZ2387                          STATION RECOVERY (1996)
 CZ2387
 CZ2387'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2387'RECOVERED IN GOOD CONDITION.
 CZ2387
 CZ2387                          STATION RECOVERY (2006)
 CZ2387
 CZ2387'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2387'RECOVERED IN GOOD SHAPE
 CZ2387
 CZ2387                          STATION RECOVERY (2008)
 CZ2387
 CZ2387'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 CZ2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0852 ***********************************************************************
 EU0852  DESIGNATION -  GRA 12
 EU0852  PID         -  EU0852
 EU0852  STATE/COUNTY-  AZ/LA PAZ
 EU0852  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0852
 EU0852                         *CURRENT SURVEY CONTROL
 EU0852  ___________________________________________________________________
 EU0852* NAD 83(1986)-  34 15 12.     (N)    114 00 34.     (W)     SCALED    
 EU0852* NAVD 88     -       165.95   (+/-2cm)     544.5    (feet)  VERTCON   
 EU0852  ___________________________________________________________________
 EU0852  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 EU0852  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0852
 EU0852.The horizontal coordinates were scaled from a topographic map and have
 EU0852.an estimated accuracy of +/- 6 seconds.
 EU0852
 EU0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0852.The vertical order pertains to the NGVD 29 superseded value.
 EU0852
 EU0852.The geoid height was determined by GEOID03.
 EU0852
 EU0852;                    North         East    Units  Estimated Accuracy
 EU0852;SPC AZ W     -   360,790.      189,460.      MT  (+/- 180 meters Scaled)
 EU0852
 EU0852                          SUPERSEDED SURVEY CONTROL
 EU0852
 EU0852  NGVD 29 (08/15/05)  165.346  (m)          542.47   (f) ADJUSTED    1 1
 EU0852
 EU0852.Superseded values are not recommended for survey control.
 EU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0852.See file dsdata.txt to determine how the superseded data were derived.
 EU0852
 EU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT753942(NAD 83)
 EU0852_MARKER: DD = SURVEY DISK
 EU0852_SETTING: 66 = SET IN ROCK OUTCROP
 EU0852_SP_SET: SET IN ROCK OUTCROP
 EU0852_STAMPING: GRA - 12 1970
 EU0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0852+STABILITY: POSITION/ELEVATION WELL
 EU0852
 EU0852  HISTORY     - Date     Condition        Report By
 EU0852  HISTORY     - 1970     MONUMENTED       BOR
 EU0852  HISTORY     - 1976     GOOD             NGS
 EU0852
 EU0852                          STATION DESCRIPTION
 EU0852
 EU0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0852'30.95 MI NW FROM BOUSE.
 EU0852'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0852'BOUSE, THENCE 3.0 MILES WEST ALONG THE PLANET RANCH ROAD, AT THE
 EU0852'INTERSECTION OF PLANET RANCH ROAD AND A WASH ROAD LEADING NORTH AND
 EU0852'SOUTH, 27 FT. EAST OF THE CENTERLINE OF THE WASH ROAD, 72 FT. SOUTH
 EU0852'OF THE CENTERLINE OF PLANET RANCH ROAD, IN THE WEST FACE OF A ROCK
 EU0852'LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1235 ***********************************************************************
 CY1235  DESIGNATION -  GRAHAM
 CY1235  PID         -  CY1235
 CY1235  STATE/COUNTY-  AZ/GRAHAM
 CY1235  USGS QUAD   -  MT GRAHAM (1972)
 CY1235
 CY1235                         *CURRENT SURVEY CONTROL
 CY1235  ___________________________________________________________________
 CY1235* NAD 83(1992)-  32 42 05.96810(N)    109 52 17.00773(W)     ADJUSTED  
 CY1235* NAVD 88     -      3268.6    (meters)   10724.     (feet)  VERTCON   
 CY1235  ___________________________________________________________________
 CY1235  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 CY1235  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CY1235  HORZ ORDER  -  FIRST
 CY1235
 CY1235.The horizontal coordinates were established by classical geodetic methods
 CY1235.and adjusted by the National Geodetic Survey in August 1993.
 CY1235
 CY1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1235
 CY1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1235
 CY1235.The geoid height was determined by GEOID03.
 CY1235
 CY1235;                    North         East     Units Scale Factor Converg.
 CY1235;SPC AZ E     -   188,706.703   241,044.235   MT  0.99990945   +0 09 34.3
 CY1235;SPC AZ E     -   619,116.48    790,827.54   iFT  0.99990945   +0 09 34.3
 CY1235;UTM  12      - 3,618,776.428   605,786.214   MT  0.99973799   +0 36 35.3
 CY1235
 CY1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1235!SPC AZ E     -   0.99949117  x   0.99990945  =   0.99940067
 CY1235!UTM  12      -   0.99949117  x   0.99973799  =   0.99922929
 CY1235
 CY1235:                Primary Azimuth Mark                     Grid Az
 CY1235:SPC AZ E     -  BRYCE                                    027 35 53.5
 CY1235:UTM  12      -  BRYCE                                    027 08 52.5
 CY1235
 CY1235|---------------------------------------------------------------------|
 CY1235| PID    Reference Object                     Distance      Geod. Az  |
 CY1235|                                                           dddmmss.s |
 CY1235| DT0778 BRYCE                               APPROX.39.9 KM 0274527.8 |
 CY1235| CC6598 GRAHAM RM NE                         13.430 METERS 06821     |
 CY1235| CC6596 GRAHAM RM 1                                        06916     |
 CY1235| CC6599 GRAHAM WM S TREE                     13.100 METERS 18945     |
 CY1235| CC6597 GRAHAM RM 2                          11.900 METERS 22719     |
 CY1235| CC7905 GRAHAM WM NW TREE                                  30525     |
 CY1235|---------------------------------------------------------------------|
 CY1235
 CY1235                          SUPERSEDED SURVEY CONTROL
 CY1235
 CY1235  NAD 83(1986)-  32 42 05.96272(N)    109 52 17.00760(W) AD(       ) 1
 CY1235  NAD 27      -  32 42 05.71200(N)    109 52 14.71100(W) AD(       ) 1
 CY1235  NGVD 29 (07/19/86) 3267.6    (m)        10720.     (f) VERT ANG    3  
 CY1235
 CY1235.Superseded values are not recommended for survey control.
 CY1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1235.See file dsdata.txt to determine how the superseded data were derived.
 CY1235
 CY1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0578618776(NAD 83)
 CY1235_MARKER: DD = SURVEY DISK
 CY1235_SETTING: 80 = SET IN A BOULDER
 CY1235_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CY1235
 CY1235  HISTORY     - Date     Condition        Report By
 CY1235  HISTORY     - 1910     MONUMENTED       USGS
 CY1235  HISTORY     - 1934     GOOD             CGS
 CY1235  HISTORY     - 1972     SEE DESCRIPTION  AZHD
 CY1235
 CY1235                          STATION DESCRIPTION
 CY1235
 CY1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CY1235'THE STATION IS 13 MILES, AIR LINE, SW OF SAFFORD, ARIZONA,
 CY1235'ON WHAT IS LOCALLY KNOWN AS HIGH PEAK WHICH IS THE HIGHEST
 CY1235'POINT OF GRAHAM MOUNTAIN, ABOUT 10 METERS (33 FEET) NE OF THE
 CY1235'SW POINT OF THE MOUNTAIN, AND IN SECTION 32 OR 33, T. 8 S,
 CY1235'R. 24 E.
 CY1235'
 CY1235'THE STATION WAS MARKED WITH A U.S. GEOLOGICAL SURVEY TRIANGULATION
 CY1235'STATION MARK CEMENTED INTO THE ROCK.
 CY1235'
 CY1235'THE REFERENCE MARK, A 1/2-INCH DRILL HOLE 1/2 INCH DEEP IN
 CY1235'THE TOP OF A LARGE ROCK, IS 13.43 METERS (44.1 FEET) FROM
 CY1235'THE STATION N 68 DEG 21 MIN E.
 CY1235'
 CY1235'TWO BLAZED PINE TREES, 9 INCHES IN DIAMETER, WITH A 40-PENNY
 CY1235'NAIL IN THE CENTER OF THE BLAZE ON EACH TREE, WERE AT THE
 CY1235'FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--13.10
 CY1235'METERS (43.0 FEET), S 9 DEG 45 MIN W AND 11.95 METERS (39.2 FEET),
 CY1235'N 54 DEG 35 MIN W.
 CY1235'
 CY1235'IN 1934, THE STATION WAS RECOVERED AND TWO NEW REFERENCE
 CY1235'MARKS, STANDARD U.S.C. AND G.S. DISKS SET IN DRILL HOLES
 CY1235'IN ROCK WERE ESTABLISHED.
 CY1235'
 CY1235'REFERENCE MARK NO. 1 IS 17.590 METERS (57.71 FEET) FROM THE
 CY1235'STATION N 69 DEG 16 MIN E.
 CY1235'
 CY1235'REFERENCE MARK NO. 2 IS 13.345 METERS (43.78 FEET) FROM THE
 CY1235'STATION S 47 DEG 19 MIN W.
 CY1235
 CY1235                          STATION RECOVERY (1972)
 CY1235
 CY1235'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1235'A.  GENERAL LOCATION SAME AS GIVEN
 CY1235'
 CY1235'B.  TO REACH SAME AS GIVEN
 CY1235'
 CY1235'C.  STATION MARK DESTROYED
 CY1235'
 CY1235'D.  REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0956 ***********************************************************************
 DU0956  DESIGNATION -  GRAM
 DU0956  PID         -  DU0956
 DU0956  STATE/COUNTY-  AZ/MARICOPA
 DU0956  USGS QUAD   -  TEMPE (1982)
 DU0956
 DU0956                         *CURRENT SURVEY CONTROL
 DU0956  ___________________________________________________________________
 DU0956* NAD 83(1992)-  33 26 27.73662(N)    111 58 11.33705(W)     ADJUSTED  
 DU0956* NAVD 88     -       350.50   (+/-2cm)    1149.9    (feet)  VERTCON   
 DU0956  ___________________________________________________________________
 DU0956  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DU0956  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0956  HORZ ORDER  -  SECOND
 DU0956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0956
 DU0956.The horizontal coordinates were established by classical geodetic methods
 DU0956.and adjusted by the National Geodetic Survey in August 1993.
 DU0956
 DU0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0956.The vertical order pertains to the NGVD 29 superseded value.
 DU0956
 DU0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0956
 DU0956.The geoid height was determined by GEOID03.
 DU0956
 DU0956;                    North         East     Units Scale Factor Converg.
 DU0956;SPC AZ C     -   270,662.723   208,418.391   MT  0.99990030   -0 01 45.4
 DU0956;SPC AZ C     -   888,001.06    683,787.37   iFT  0.99990030   -0 01 45.4
 DU0956;UTM  12      - 3,700,602.637   409,855.564   MT  0.99970018   -0 32 04.1
 DU0956
 DU0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0956!SPC AZ C     -   0.99994964  x   0.99990030  =   0.99984995
 DU0956!UTM  12      -   0.99994964  x   0.99970018  =   0.99964984
 DU0956
 DU0956:                Primary Azimuth Mark                     Grid Az
 DU0956:SPC AZ C     -  GRAM AZ MK                               001 08 47.9
 DU0956:UTM  12      -  GRAM AZ MK                               001 39 06.6
 DU0956
 DU0956|---------------------------------------------------------------------|
 DU0956| PID    Reference Object                     Distance      Geod. Az  |
 DU0956|                                                           dddmmss.s |
 DU0956| DU0954 GRAM AZ MK                                         0010702.5 |
 DU0956| DU0957 GRAM RM 1                            25.332 METERS 07100     |
 DU0956| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 3.5 KM 1140800.5 |
 DU0956| DU0955 GRAM RM 2                            16.973 METERS 26604     |
 DU0956| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 1.2 KM 3043735.8 |
 DU0956| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.5 KM 3114242.0 |
 DU0956|---------------------------------------------------------------------|
 DU0956
 DU0956                          SUPERSEDED SURVEY CONTROL
 DU0956
 DU0956  NAD 83(1986)-  33 26 27.73013(N)    111 58 11.34222(W) AD(       ) 2
 DU0956  NAD 27      -  33 26 27.56870(N)    111 58 08.81540(W) AD(       ) 2
 DU0956  NGVD 29 (??/??/92)  349.847  (m)         1147.79   (f) ADJ UNCH    2 0
 DU0956
 DU0956.Superseded values are not recommended for survey control.
 DU0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0956.See file dsdata.txt to determine how the superseded data were derived.
 DU0956
 DU0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0985600603(NAD 83)
 DU0956_MARKER: DE = TRAVERSE STATION DISK
 DU0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0956_STAMPING: GRAM 1963
 DU0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0956+STABILITY: SURFACE MOTION
 DU0956
 DU0956  HISTORY     - Date     Condition        Report By
 DU0956  HISTORY     - 1963     MONUMENTED       CGS
 DU0956  HISTORY     - 1963     GOOD             CGS
 DU0956  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0956  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0956
 DU0956                          STATION DESCRIPTION
 DU0956
 DU0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0956'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF THE
 DU0956'CENTER OF PHOENIX, ABOUT 2-1/2 MILES NORTHWEST OF TEMPE AND
 DU0956'1/2 MILE EAST OF SOUTH 48TH STREET JUST SOUTH OF THE GRAND
 DU0956'CANAL.
 DU0956'
 DU0956'TO REACH THE STATION FROM THE INTERSECTION OF EAST WASHINGTON
 DU0956'STREET AND 48TH STREET, GO SOUTH ON 48TH STREET FOR 0.4 MILE
 DU0956'TO CROSSROAD JUST AFTER CROSSING CANAL, TURN LEFT, GO
 DU0956'EAST ALONG THE SOUTH SIDE OF CANAL FOR 0.5 MILE TO THE
 DU0956'STATION ON RIGHT.
 DU0956'
 DU0956'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0956'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GRAM 1963.
 DU0956'THE MARK IS 29 FEET SOUTH OF THE SOUTH EDGE OF CANAL, 15 FEET
 DU0956'SOUTH OF CENTER OF ROAD AND 1.8 FEET NORTH OF WITNESS POST.
 DU0956'
 DU0956'REFERENCE MARK 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 DU0956'CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED GRAM NO 1 1963.
 DU0956'THE MARK IS 8490 FEET EAST-NORTHEAST OF WITNESS POST, 13
 DU0956'FEET SOUTH OF CENTER OF ROAD AND 2 FEET NORTH OF FENCE.
 DU0956'
 DU0956'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DU0956'A ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GRAM
 DU0956'NO 2 1963.  THE MARK IS 55.6 FEET WEST OF WITNESS POST, 13
 DU0956'FEET SOUTH OF CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 DU0956'
 DU0956'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 DU0956'ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GRAM
 DU0956'1963.  THE MARK IS 58 FEET SOUTH OF CENTER OF EAST WASHINGTON
 DU0956'STREET, 57 FEET EAST-SOUTHEAST OF POWER POLE NUMBER 57, 3.2 FEET
 DU0956'NORTHWEST OF WITNESS POST AND 2.5 FEET WEST OF FENCE.
 DU0956'
 DU0956'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF EAST
 DU0956'WASHINGTON STREET AND 48TH STREET, GO EAST ON EAST WASHINGTON
 DU0956'STREET FOR 0.5 MILE TO WALLS LIVESTOCK SUPPLY AND MARK ON
 DU0956'RIGHT.
 DU0956
 DU0956                          STATION RECOVERY (1963)
 DU0956
 DU0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0956'IN PHOENIX.
 DU0956'1.25 MILES SOUTH ALONG NORTH 48TH STREET FROM THE INTERSECTION OF
 DU0956'NORTH 48TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX
 DU0956'TO THE INTERSECTION OF EAST WASHINGTON STREET, THENCE 0.4 MILE SOUTH
 DU0956'ALONG SOUTH 48TH STREET TO A GRAVEL ROAD ALONG THE SOUTH SIDE OF THE
 DU0956'GRAND CANAL, THENCE 0.5 MILE EAST ALONG THE GRAVEL ROAD TO WHERE THE
 DU0956'ROAD CURVES TO THE NORTHEAST, 14 FEET SOUTH OF THE CENTER OF THE ROAD,
 DU0956'26 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL, 2 FEET NORTH OF FENCE,
 DU0956'1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DU0956'OF THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
 DU0956'NOTE-- RM 1 IS 83.2 FEET EAST-NORTHEAST OF TRAVERSE STATION GRAM, 11
 DU0956'FEET SOUTH OF THE CENTER OF THE ROAD, 22 FEET SOUTH OF THE SOUTH EDGE
 DU0956'OF THE CANAL, 2 FEET NORTH OF A FENCE, 83.8 FEET EAST-NORTHEAST OF A
 DU0956'METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED GRAM
 DU0956'NO 1 1963, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. RM 2 IS
 DU0956'54.7 FEET WEST OF TRAVERSE STATION GRAM, 11.5 FEET SOUTH OF THE CENTER
 DU0956'OF THE ROAD, 25 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL, 54.5 FEET
 DU0956'WEST OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK
 DU0956'STAMPED GRAM NO 2, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0956
 DU0956                          STATION RECOVERY (2006)
 DU0956
 DU0956'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0956'DID NOT FIND THE STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2.
 DU0956'THE ADJUSTED COORDINATES FOR THE STATION POINT TO PILES OF DIRT AND
 DU0956'DEBRIS FROM THE LIGHT RAIL CONSTRUCTION THAT IS OCCURRING IN THE AREA.
 DU0956'THE GROUND IN THE AREA DOES NOT APPEAR TO BE SCRAPED SO THE MARKS MAY
 DU0956'STILL BE IN GOOD SHAPE UNDER THE DEBRIS. THERE IS NO LONGER A FENCE OR
 DU0956'WITNESS POST IN THE AREA.
 DU0956
 DU0956                          STATION RECOVERY (2008)
 DU0956
 DU0956'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0956'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0956'MARK. THE DEBRIS PILES HAVE BEEN REMOVED, AND THE GROUND HAS BEEN
 DU0956'SCRAPED FLAT AT THE APPROXIMATE LEVEL OF THE CANAL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0954 ***********************************************************************
 DU0954  DESIGNATION -  GRAM AZ MK
 DU0954  PID         -  DU0954
 DU0954  STATE/COUNTY-  AZ/MARICOPA
 DU0954  USGS QUAD   -  TEMPE (1982)
 DU0954
 DU0954                         *CURRENT SURVEY CONTROL
 DU0954  ___________________________________________________________________
 DU0954* NAD 83(1986)-  33 26 45.     (N)    111 58 11.     (W)     SCALED    
 DU0954* NAVD 88     -       362.660  (meters)    1189.83   (feet)  ADJUSTED  
 DU0954  ___________________________________________________________________
 DU0954  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0954  DYNAMIC HT  -         362.242 (meters)    1188.46  (feet)  COMP
 DU0954  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DU0954
 DU0954  VERT ORDER  -  SECOND    CLASS 0
 DU0954
 DU0954.The horizontal coordinates were scaled from a topographic map and have
 DU0954.an estimated accuracy of +/- 6 seconds.
 DU0954
 DU0954.The orthometric height was determined by differential leveling
 DU0954.and adjusted in November 1993.
 DU0954
 DU0954.The geoid height was determined by GEOID03.
 DU0954
 DU0954.The dynamic height is computed by dividing the NAVD 88
 DU0954.geopotential number by the normal gravity value computed on the
 DU0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0954.degrees latitude (g = 980.6199 gals.).
 DU0954
 DU0954.The modeled gravity was interpolated from observed gravity values.
 DU0954
 DU0954;                    North         East    Units  Estimated Accuracy
 DU0954;SPC AZ C     -   271,200.      208,430.      MT  (+/- 180 meters Scaled)
 DU0954
 DU0954                          SUPERSEDED SURVEY CONTROL
 DU0954
 DU0954  NGVD 29 (??/??/92)  361.995  (m)         1187.65   (f) ADJ UNCH    2 0
 DU0954
 DU0954.Superseded values are not recommended for survey control.
 DU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0954.See file dsdata.txt to determine how the superseded data were derived.
 DU0954
 DU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098011(NAD 83)
 DU0954_MARKER: DZ = AZIMUTH MARK DISK
 DU0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0954_STAMPING: GRAM 1963
 DU0954_MARK LOGO: CGS   
 DU0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0954+STABILITY: SURFACE MOTION
 DU0954
 DU0954  HISTORY     - Date     Condition        Report By
 DU0954  HISTORY     - 1963     MONUMENTED       CGS
 DU0954  HISTORY     - 1982     GOOD             AZDT
 DU0954  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0954
 DU0954                          STATION DESCRIPTION
 DU0954
 DU0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0954'IN PHOENIX.
 DU0954'0.5 MILE EAST ALONG EAST WASHINGTON STREET FROM THE INTERSECTION OF
 DU0954'48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF PHOENIX, AT
 DU0954'AN ENTRANCE TO THE STOCKYARDS SOUTH OF THE STREET, 60 FEET SOUTH OF
 DU0954'THE CENTER OF EAST WASHINGTON STREET, 2.5 FEET WEST OF A METAL FENCE
 DU0954'AROUND WALLS LIVESTOCK SUPPLIES BUILDING, 9.5 FEET SOUTH-SOUTHWEST OF
 DU0954'A FENCE CORNER, 3.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 DU0954'ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET, AND SET IN TOP OF A
 DU0954'CONCRETE POST PROJECTING 1 INCH.
 DU0954
 DU0954                          STATION RECOVERY (1982)
 DU0954
 DU0954'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0954'RECOVERED IN GOOD CONDITION.
 DU0954
 DU0954                          STATION RECOVERY (2006)
 DU0954
 DU0954'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0957 ***********************************************************************
 DU0957  DESIGNATION -  GRAM RM 1
 DU0957  PID         -  DU0957
 DU0957  STATE/COUNTY-  AZ/MARICOPA
 DU0957  USGS QUAD   -  TEMPE (1982)
 DU0957
 DU0957                         *CURRENT SURVEY CONTROL
 DU0957  ___________________________________________________________________
 DU0957* NAD 83(1986)-  33 26 27.     (N)    111 58 11.     (W)     SCALED    
 DU0957* NAVD 88     -       350.27   (+/-2cm)    1149.2    (feet)  VERTCON   
 DU0957  ___________________________________________________________________
 DU0957  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0957
 DU0957.The horizontal coordinates were scaled from a topographic map and have
 DU0957.an estimated accuracy of +/- 6 seconds.
 DU0957
 DU0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0957.The vertical order pertains to the NGVD 29 superseded value.
 DU0957
 DU0957.The geoid height was determined by GEOID03.
 DU0957
 DU0957;                    North         East    Units  Estimated Accuracy
 DU0957;SPC AZ C     -   270,640.      208,430.      MT  (+/- 180 meters Scaled)
 DU0957
 DU0957                          SUPERSEDED SURVEY CONTROL
 DU0957
 DU0957  NGVD 29 (??/??/92)  349.617  (m)         1147.04   (f) ADJ UNCH    2 0
 DU0957
 DU0957.Superseded values are not recommended for survey control.
 DU0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0957.See file dsdata.txt to determine how the superseded data were derived.
 DU0957
 DU0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098005(NAD 83)
 DU0957_MARKER: DR = REFERENCE MARK DISK
 DU0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0957_STAMPING: GRAM NO 1 1963
 DU0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0957+STABILITY: SURFACE MOTION
 DU0957
 DU0957  HISTORY     - Date     Condition        Report By
 DU0957  HISTORY     - 1963     MONUMENTED       CGS
 DU0957  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0957  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0957
 DU0957                          STATION DESCRIPTION
 DU0957
 DU0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0957'IN PHOENIX.
 DU0957'1.25 MILES SOUTH ALONG NORTH 48TH STREET FROM THE INTERSECTION OF
 DU0957'NORTH 48TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX
 DU0957'TO THE INTERSECTION OF EAST WASHINGTON STREET, THENCE 0.4 MILE SOUTH
 DU0957'ALONG SOUTH 48TH STREET TO A GRAVEL ROAD ALONG THE SOUTH SIDE OF THE
 DU0957'GRAND CANAL, THENCE 0.5 MILE EAST ALONG THE GRAVEL ROAD TO WHERE THE
 DU0957'ROAD CURVES TO THE NORTHEAST, 83.2 FEET EAST-NORTHEAST OF TRAVERSE
 DU0957'STATION GRAM, 11 FEET SOUTH OF THE CENTER OF THE ROAD, 22 FEET SOUTH
 DU0957'OF THE SOUTH EDGE OF THE CANAL, 2 FEET NORTH OF A FENCE, 83.8 FEET
 DU0957'EAST-NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU0957'POST PROJECTING 2 INCHES.
 DU0957
 DU0957                          STATION RECOVERY (2006)
 DU0957
 DU0957'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0957'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES FOR THE STATION POINT
 DU0957'TO PILES OF DIRT AND DEBRIS FROM THE LIGHT RAIL CONSTRUCTION THAT IS
 DU0957'OCCURRING IN THE AREA, AND THE REFERENCE MARK WOULD ALSO FALL UNDER
 DU0957'PILES OF DEBRIS. THE GROUND IN THE AREA DOES NOT APPEAR TO BE SCRAPED
 DU0957'SO THE MARK MAY STILL BE IN GOOD SHAPE UNDER THE DEBRIS. THERE IS NO
 DU0957'LONGER A FENCE OR WITNESS POST IN THE AREA.
 DU0957
 DU0957                          STATION RECOVERY (2008)
 DU0957
 DU0957'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0957'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0957'MARK. THE DEBRIS PILES HAVE BEEN REMOVED, AND THE GROUND HAS BEEN
 DU0957'SCRAPED FLAT AT THE APPROXIMATE LEVEL OF THE CANAL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0955 ***********************************************************************
 DU0955  DESIGNATION -  GRAM RM 2
 DU0955  PID         -  DU0955
 DU0955  STATE/COUNTY-  AZ/MARICOPA
 DU0955  USGS QUAD   -  TEMPE (1982)
 DU0955
 DU0955                         *CURRENT SURVEY CONTROL
 DU0955  ___________________________________________________________________
 DU0955* NAD 83(1986)-  33 26 27.     (N)    111 58 11.     (W)     SCALED    
 DU0955* NAVD 88     -       350.68   (+/-2cm)    1150.5    (feet)  VERTCON   
 DU0955  ___________________________________________________________________
 DU0955  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0955
 DU0955.The horizontal coordinates were scaled from a topographic map and have
 DU0955.an estimated accuracy of +/- 6 seconds.
 DU0955
 DU0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0955.The vertical order pertains to the NGVD 29 superseded value.
 DU0955
 DU0955.The geoid height was determined by GEOID03.
 DU0955
 DU0955;                    North         East    Units  Estimated Accuracy
 DU0955;SPC AZ C     -   270,640.      208,430.      MT  (+/- 180 meters Scaled)
 DU0955
 DU0955                          SUPERSEDED SURVEY CONTROL
 DU0955
 DU0955  NGVD 29 (??/??/92)  350.026  (m)         1148.38   (f) ADJ UNCH    2 0
 DU0955
 DU0955.Superseded values are not recommended for survey control.
 DU0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0955.See file dsdata.txt to determine how the superseded data were derived.
 DU0955
 DU0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098005(NAD 83)
 DU0955_MARKER: DR = REFERENCE MARK DISK
 DU0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0955_STAMPING: GRAM NO 2 1963
 DU0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0955+STABILITY: SURFACE MOTION
 DU0955
 DU0955  HISTORY     - Date     Condition        Report By
 DU0955  HISTORY     - 1963     MONUMENTED       CGS
 DU0955  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0955  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0955
 DU0955                          STATION DESCRIPTION
 DU0955
 DU0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0955'IN PHOENIX.
 DU0955'1.25 MILES SOUTH ALONG NORTH 48TH STREET FROM THE INTERSECTION OF
 DU0955'NORTH 48TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX
 DU0955'TO THE INTERSECTION OF EAST WASHINGTON STREET, THENCE 0.4 MILE SOUTH
 DU0955'ALONG SOUTH 48TH STREET TO A GRAVEL ROAD ALONG THE SOUTH SIDE OF THE
 DU0955'GRAND CANAL, THENCE 0.5 MILE EAST ALONG THE GRAVEL ROAD TO WHERE THE
 DU0955'ROAD CURVES TO THE NORTHEAST, 54.7 FEET WEST OF TRAVERSE STATION GRAM,
 DU0955'11.5 FEET SOUTH OF THE CENTER OF THE ROAD, 25 FEET SOUTH OF THE SOUTH
 DU0955'EDGE OF THE CANAL, 54.5 FEET WEST OF A METAL WITNESS POST, AND SET IN
 DU0955'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0955
 DU0955                          STATION RECOVERY (2006)
 DU0955
 DU0955'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0955'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES FOR THE STATION POINT
 DU0955'TO PILES OF DIRT AND DEBRIS FROM THE LIGHT RAIL CONSTRUCTION THAT IS
 DU0955'OCCURRING IN THE AREA, AND THE REFERENCE MARK WOULD ALSO FALL UNDER
 DU0955'PILES OF DEBRIS. THE GROUND IN THE AREA DOES NOT APPEAR TO BE SCRAPED
 DU0955'SO THE MARK MAY STILL BE IN GOOD SHAPE UNDER THE DEBRIS. THERE IS NO
 DU0955'LONGER A WITNESS POST IN THE AREA.
 DU0955
 DU0955                          STATION RECOVERY (2008)
 DU0955
 DU0955'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0955'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0955'MARK. THE DEBRIS PILES HAVE BEEN REMOVED, AND THE GROUND HAS BEEN
 DU0955'SCRAPED FLAT AT THE APPROXIMATE LEVEL OF THE CANAL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2225 ***********************************************************************
 DU2225  DESIGNATION -  GRAN
 DU2225  PID         -  DU2225
 DU2225  STATE/COUNTY-  AZ/MARICOPA
 DU2225  USGS QUAD   -  WILDCAT HILL (1981)
 DU2225
 DU2225                         *CURRENT SURVEY CONTROL
 DU2225  ___________________________________________________________________
 DU2225* NAD 83(1992)-  33 47 00.01557(N)    111 48 16.06689(W)     ADJUSTED  
 DU2225* NAVD 88     -      1076.5    (meters)    3532.     (feet)  VERTCON   
 DU2225  ___________________________________________________________________
 DU2225  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DU2225  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DU2225  HORZ ORDER  -  SECOND
 DU2225
 DU2225.The horizontal coordinates were established by classical geodetic methods
 DU2225.and adjusted by the National Geodetic Survey in August 1993.
 DU2225
 DU2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2225
 DU2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2225
 DU2225.The geoid height was determined by GEOID03.
 DU2225
 DU2225;                    North         East     Units Scale Factor Converg.
 DU2225;SPC AZ C     -   308,629.630   223,751.116   MT  0.99990133   +0 03 44.6
 DU2225;SPC AZ C     - 1,012,564.40    734,091.59   iFT  0.99990133   +0 03 44.6
 DU2225;UTM  12      - 3,738,424.063   425,520.560   MT  0.99966838   -0 26 50.4
 DU2225
 DU2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2225!SPC AZ C     -   0.99983553  x   0.99990133  =   0.99973687
 DU2225!UTM  12      -   0.99983553  x   0.99966838  =   0.99950396
 DU2225
 DU2225:                Primary Azimuth Mark                     Grid Az
 DU2225:SPC AZ C     -  GRAN AZ MK                               263 08 11.5
 DU2225:UTM  12      -  GRAN AZ MK                               263 38 46.5
 DU2225
 DU2225|---------------------------------------------------------------------|
 DU2225| PID    Reference Object                     Distance      Geod. Az  |
 DU2225|                                                           dddmmss.s |
 DU2225| CH5244 GRAN AZ MK                                         2631156.1 |
 DU2225| CH5245 GRAN RM 1                            15.002 METERS 26706     |
 DU2225| CH5246 GRAN RM 2                            12.135 METERS 34813     |
 DU2225|---------------------------------------------------------------------|
 DU2225
 DU2225                          SUPERSEDED SURVEY CONTROL
 DU2225
 DU2225  NAD 83(1986)-  33 47 00.01000(N)    111 48 16.07085(W) AD(       ) 2
 DU2225  NAD 27      -  33 46 59.85900(N)    111 48 13.56000(W) AD(       ) 2
 DU2225  NGVD 29 (07/19/86) 1075.9    (m)         3530.     (f) VERT ANG    3  
 DU2225
 DU2225.Superseded values are not recommended for survey control.
 DU2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2225.See file dsdata.txt to determine how the superseded data were derived.
 DU2225
 DU2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2552138424(NAD 83)
 DU2225_MARKER: DS = TRIANGULATION STATION DISK
 DU2225_SETTING: 66 = SET IN ROCK OUTCROP
 DU2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2225+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 DU2225
 DU2225  HISTORY     - Date     Condition        Report By
 DU2225  HISTORY     - 1946     MONUMENTED       CGS
 DU2225  HISTORY     - 1972     GOOD             AZHD
 DU2225  HISTORY     - 20080526 GOOD             GEOCAC
 DU2225
 DU2225                          STATION DESCRIPTION
 DU2225
 DU2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2225'STATION IS ON A ROCKY HILL KNOWN LOCALLY AS GRANITE MOUNTAIN.
 DU2225'IT IS THE HIGHEST POINT IN THE VICINITY, AND BY APPROXIMATE
 DU2225'AIRLINE DISTANCES IS LOCATED 9 MILES EAST-SOUTHEAST OF CAVE CREEK,
 DU2225'8-1/2 MILES WEST OF THE VERDE RIVER, AND 2 MILES EAST OF
 DU2225'BROWNS WELL.
 DU2225'
 DU2225'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK--GO
 DU2225'EASTERLY ON THE HORSESHOE AND BARTLETT DAM ROAD FOR 8.1
 DU2225'MILES TO A FORK JUST AFTER CROSSING A CATTLE GUARD.  HERE
 DU2225'TAKE THE RIGHT FORK FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 DU2225'RIGHT AS PER THE SIGN, BROWNS WELL 7 AND FOLLOW THE MAIN
 DU2225'TRAVELLED ROAD FOR 2.9 MILES TO A GATE.  PASS THROUGH GATE, KEEP
 DU2225'THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD, FOR 3.0 MILES
 DU2225'TO ANOTHER GATE.  PASS THROUGH, KEEP THE LEFT FORK AND GO
 DU2225'0.2 MILES TO A GATE, THENCE CONTINUE 1.0 MILE TO THE BROWN
 DU2225'RANCH HOUSE ON THE RIGHT AND CORRALS ON THE LEFT.  (THE
 DU2225'AZIMUTH MARK IS 48 YARDS SOUTHWEST OF THE ROAD JUST AFTER
 DU2225'IT CROSSES A SMALL WASH AND BEFORE IT ENTERS THE AREA
 DU2225'BETWEEN THE RANCH HOUSE AND THE CORRALS.) CONTINUE
 DU2225'STRAIGHT AHEAD FOR 0.35 MILE TO A DIM SIDE ROAD LEFT.  TURN
 DU2225'LEFT AND FOLLOW THE DIM ROAD WHICH GOES IN AND OUT OF THE
 DU2225'WASHES ALONG THE SOUTH SIDE OF THE FENCE LINE FOR 1.5 MILES
 DU2225'TO A GATE ON THE LEFT INTO A LANE.  TURN LEFT INTO THE LANE
 DU2225'FOR 0.15 MILE TO A GATE.  PASS THROUGHT AND GO 0.05 MILE, PAST
 DU2225'EARTH RESERVOIR, TO ANOTHER GATE.  PASS THROUGH AND DRIVE
 DU2225'CROSS COUNTRY NORTH-NORTHEAST TOWARD THE HILL FOR ABOUT
 DU2225'0.3 MILE.  A TRUCK WITH HIGH CLEARANCE CAN BE DRIVEN TO THE
 DU2225'BASE OF THE HILL - ABOUT A MILE FROM THE GATE.  FROM THE BASE OF
 DU2225'THE HILL IT IS ABOUT A 1/2 HOUR PACK TO THE TOP AND THE
 DU2225'STATION.
 DU2225'
 DU2225'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION
 DU2225'DISC STAMPED GRAN 1946, IS SET IN A DRILL HOLE IN A BEDROCK
 DU2225'PINNACLE WHICH FORMS THE HIGHEST POINT ON THE HILL, AND WHICH
 DU2225'PROJECTS ABOUT 12 FEET ABOVE THE SURROUNDING GROUND.
 DU2225'
 DU2225'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED
 DU2225'GRAN NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2225'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, AND IS LOCATED
 DU2225'WEST OF THE STATIOIN AND ABOUT 15 FEET LOWER.
 DU2225'
 DU2225'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED
 DU2225'GRAN NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2225'WHICH PROJECTS ABOUT 6 FEET ABOVE THE GROUND, AND IS LOCATED
 DU2225'NORTH-NORTHWEST OF THE STATION AND ABOUT 7 FEET LOWER.
 DU2225'
 DU2225'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED
 DU2225'GRAN 1946, IS SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF A
 DU2225'BEDROCK LEDGE AND NEAR A SMALL ROCK CAIRN.
 DU2225
 DU2225                          STATION RECOVERY (1972)
 DU2225
 DU2225'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2225'STATION AND RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 DU2225
 DU2225                          STATION RECOVERY (2008)
 DU2225
 DU2225'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2225'STATION GRAN ALONG WITH RM1 AND RM2 RECOVERED IN GOOD CONDITION.  THE
 DU2225'DISK IS RECESSED
 DU2225'APPROXIMATELY 1 INCH AND WAS OBSCURED BY DECOMPOSED GRANITE THAT HAD
 DU2225'FILLED THE RECESS.
 DU2225'DID NOT ATTEMPT TO LOCATE AZIMUTH MARK.  ALTERNATE DIRECTIONS FOLLOW.
 DU2225'FROM INTERSECTION OF
 DU2225'PIMA ROAD AND DYNAMITE BOULEVARD IN SCOTTSDALE, HEAD EAST ON DYNAMITE
 DU2225'TO 136TH STREET.
 DU2225'FOLLOW 136TH STREET NORTH TO POWERLINES AND TURN WEST THROUGH STATE
 DU2225'TRUST LAND ACCESS GATE
 DU2225'B.  4WD NEEDED TO PROCEED WEST ALONG POWERLINE ROAD TO SOUTH END OF
 DU2225'MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1743 ***********************************************************************
 DV1743  DESIGNATION -  GRAND
 DV1743  PID         -  DV1743
 DV1743  STATE/COUNTY-  AZ/MARICOPA
 DV1743  USGS QUAD   -  GLENDALE (1982)
 DV1743
 DV1743                         *CURRENT SURVEY CONTROL
 DV1743  ___________________________________________________________________
 DV1743* NAD 83(2007)-  33 35 24.25357(N)    112 14 51.22681(W)     ADJUSTED  
 DV1743* NAVD 88     -       347.788  (meters)    1141.03   (feet)  ADJUSTED  
 DV1743  ___________________________________________________________________
 DV1743  EPOCH DATE  -        2007.00
 DV1743  X           -  -2,013,752.096 (meters)                     COMP
 DV1743  Y           -  -4,922,863.238 (meters)                     COMP
 DV1743  Z           -   3,508,836.308 (meters)                     COMP
 DV1743  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DV1743  ELLIP HEIGHT-         317.693 (meters)          (02/10/07) ADJUSTED
 DV1743  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1743  DYNAMIC HT  -         347.386 (meters)    1139.72  (feet)  COMP
 DV1743
 DV1743  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1743  Type    PID    Designation                      North   East  Ellip
 DV1743  -------------------------------------------------------------------
 DV1743  NETWORK DV1743 GRAND                             3.14   2.29   5.37
 DV1743  -------------------------------------------------------------------
 DV1743  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 DV1743
 DV1743  VERT ORDER  -  SECOND    CLASS I
 DV1743
 DV1743.The horizontal coordinates were established by GPS observations
 DV1743.and adjusted by the National Geodetic Survey in February 2007.
 DV1743
 DV1743.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1743.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1743.The horizontal coordinates are valid at the epoch date displayed above.
 DV1743.The epoch date for horizontal control is a decimal equivalence
 DV1743.of Year/Month/Day.
 DV1743
 DV1743.The orthometric height was determined by differential leveling
 DV1743.and adjusted in November 1993.
 DV1743
 DV1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1743
 DV1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1743
 DV1743.The ellipsoidal height was determined by GPS observations
 DV1743.and is referenced to NAD 83.
 DV1743
 DV1743.The geoid height was determined by GEOID03.
 DV1743
 DV1743.The dynamic height is computed by dividing the NAVD 88
 DV1743.geopotential number by the normal gravity value computed on the
 DV1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1743.degrees latitude (g = 980.6199 gals.).
 DV1743
 DV1743.The modeled gravity was interpolated from observed gravity values.
 DV1743
 DV1743;                    North         East     Units Scale Factor Converg.
 DV1743;SPC AZ C     -   287,238.612   182,647.157   MT  0.99991163   -0 10 59.0
 DV1743;SPC AZ C     -   942,383.90    599,236.08   iFT  0.99991163   -0 10 59.0
 DV1743;UTM  12      - 3,717,402.652   384,236.221   MT  0.99976521   -0 41 25.0
 DV1743
 DV1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1743!SPC AZ C     -   0.99995013  x   0.99991163  =   0.99986176
 DV1743!UTM  12      -   0.99995013  x   0.99976521  =   0.99971535
 DV1743
 DV1743|---------------------------------------------------------------------|
 DV1743| PID    Reference Object                     Distance      Geod. Az  |
 DV1743|                                                           dddmmss.s |
 DV1743| CR9943 GRAND RM 3                           12.788 METERS 13650     |
 DV1743| DV1744 GRAND RM 1                           12.191 METERS 13658     |
 DV1743| CR9944 GRAND RM 4                           12.130 METERS 31632     |
 DV1743| DV1745 GRAND RM 2                           12.191 METERS 31636     |
 DV1743| DV1747 GRAND AZ MK                         APPROX. 0.6 KM 3381852.1 |
 DV1743|---------------------------------------------------------------------|
 DV1743
 DV1743                          SUPERSEDED SURVEY CONTROL
 DV1743
 DV1743  ELLIP H (06/11/02)  317.730  (m)                       GP(       ) 4 2
 DV1743  NAD 83(1992)-  33 35 24.25064(N)    112 14 51.22617(W) AD(       ) 1
 DV1743  ELLIP H (08/23/93)  317.873  (m)                       GP(       ) 4 2
 DV1743  NAD 83(1986)-  33 35 24.24623(N)    112 14 51.23165(W) AD(       ) 1
 DV1743  NGVD 29 (11/30/89)  347.22   (m)         1139.2    (f) LEVELING    3  
 DV1743
 DV1743.Superseded values are not recommended for survey control.
 DV1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1743.See file dsdata.txt to determine how the superseded data were derived.
 DV1743
 DV1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8423617403(NAD 83)
 DV1743_MARKER: DS = TRIANGULATION STATION DISK
 DV1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1743_SP_SET: CONCRETE POST
 DV1743_STAMPING: GRAND
 DV1743_MARK LOGO: AZDT  
 DV1743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1743+STABILITY: SURFACE MOTION
 DV1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1743+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV1743
 DV1743  HISTORY     - Date     Condition        Report By
 DV1743  HISTORY     - 1982     MONUMENTED       AZDT
 DV1743  HISTORY     - 1983     GOOD             AZDT
 DV1743  HISTORY     - 1986     GOOD             AZDT
 DV1743  HISTORY     - 20060826 GOOD             GEOCAC
 DV1743  HISTORY     - 20071102 GOOD             GEOCAC
 DV1743
 DV1743                          STATION DESCRIPTION
 DV1743
 DV1743'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1743'THE STATION IS LOCATED ALONG GRAND AVENUE IN NORTHWEST PHOENIX, 7.5
 DV1743'MILES WEST OF INTERSTATE HIGHWAY 17 AND 0.45 MILE SOUTHEAST OF 91ST
 DV1743'AVENUE.
 DV1743'
 DV1743'THE STATION MARK IS AN AZDT DISK STAMPED---GRAND 1982---.  IT IS SET
 DV1743'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 52-0 FEET NORTHEAST OF
 DV1743'THE CENTER LINE OF THE WEST BOUND LANE, 19.6 FEET SOUTHWEST OF THE
 DV1743'SOUTHWEST RAIL OF THE SANTA FE RAILROAD AND 3 FEET NORTHEAST OF THE
 DV1743'WITNESS POST AND SIGN.
 DV1743'
 DV1743'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRAND RM 1 1982---.  IT IS
 DV1743'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1743'
 DV1743'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRAND RM 2 1982---.  IT IS
 DV1743'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1743'
 DV1743'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---GRAND AZ 1982---.  IT IS
 DV1743'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 152 FEET EAST OF A
 DV1743'POWER POLE, 140 FEET WEST OF A POWER POLE, 37 FEET NORTH OF THE CENTER
 DV1743'LINE OF CACTUS ROAD, 3.5 FEET WEST OF THE WITNESS POST AND 1.5 FEET
 DV1743'SOUTH OF A FENCE LINE.
 DV1743'
 DV1743'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND PEORIA AVENUE
 DV1743'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG PEORIA
 DV1743'AVENUE FOR 7.0 MILES TO THE INTERSECTION OF 83RD AVENUE AND GRAND
 DV1743'AVENUE AT A 6 POINT INTERSECTION.  TURN RIGHT ON GRAND AVENUE AND
 DV1743'TRAVEL NORTHWEST FOR 0.8 MILE TO A CURVE LEFT IN GRAND AVENUE AND THE
 DV1743'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE NORTHWEST ON
 DV1743'GRAND AVENUE FOR 0.45 MILE TO 91ST AVENUE.  TURN RIGHT AND TRAVEL
 DV1743'NORTH FOR 0.2 MILE TO CACTUS ROAD.  TURN RIGH ALONG CACTUS ROAD FOR
 DV1743'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DV1743
 DV1743                          STATION RECOVERY (1983)
 DV1743
 DV1743'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1743'IN PEORIA.
 DV1743'IN PEORIA, FROM THE INTERSECTION OF PEORIA AVENUE, 83RD AVENUE AND
 DV1743'GRAND AVENUE GO NORTHWEST ALONG GRAND AVENUE FOR 0.80 MI (1.29 KM) TO
 DV1743'A CURVE LEFT, THE STATION IS ON THE RIGHT, 52.0 FT (15.85 METERS)
 DV1743'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND OF GRAND AVENUE, 19.6 FT
 DV1743'(5.97 METERS) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SANTA FE
 DV1743'RAILROAD, A A STANDARD AZDT CAP SET IN A CONCRETE POST FLUSH WITH THE
 DV1743'GROUND.
 DV1743
 DV1743                          STATION RECOVERY (1986)
 DV1743
 DV1743'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1743'THE STATION WAS RECOVERED AT THIS DATE.
 DV1743'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1743'DESCRIPTION WAS ADEQUATE.
 DV1743
 DV1743                          STATION RECOVERY (2006)
 DV1743
 DV1743'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1743'RECOVERED IN GOOD CONDITION.
 DV1743
 DV1743                          STATION RECOVERY (2007)
 DV1743
 DV1743'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1743'RECOVERED STATION MARK IN GOOD CONDITION, REFERENCE MARK 1 IN POOR
 DV1743'CONDITION, REFERENCE MARK 2 DESTROYED, AND DID NOT FIND AZIMUTH MARK
 DV1743'WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DV1743'THE DESIGNATION ON REFERENCE MARK 1 HAS BEEN SCRAPED OFF, REFERENCE
 DV1743'MARK 2 HAS BEEN PUSHED TO ABOUT 10 FEET NORTHWEST OF THE STATION MARK
 DV1743'AND IS NO LONGER POINTING TOWARD THE STATION, THE LOCATION FOR THE
 DV1743'AZIMUTH MARK HAS BEEN PAVED WITH NO EVIDENCE OF A HAND HOLE ACCESS,
 DV1743'AND THE WITNESS POST FOR THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0675 ***********************************************************************
 DV0675  DESIGNATION -  GRAND
 DV0675  PID         -  DV0675
 DV0675  STATE/COUNTY-  AZ/MARICOPA
 DV0675  USGS QUAD   -  PHOENIX (1982)
 DV0675
 DV0675                         *CURRENT SURVEY CONTROL
 DV0675  ___________________________________________________________________
 DV0675* NAD 83(1992)-  33 28 25.13157(N)    112 06 46.54517(W)     ADJUSTED  
 DV0675* NAVD 88     -       333.83   (+/-2cm)    1095.2    (feet)  VERTCON   
 DV0675  ___________________________________________________________________
 DV0675  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 DV0675  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0675  HORZ ORDER  -  SECOND
 DV0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0675
 DV0675.The horizontal coordinates were established by classical geodetic methods
 DV0675.and adjusted by the National Geodetic Survey in August 1993.
 DV0675
 DV0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0675.The vertical order pertains to the NGVD 29 superseded value.
 DV0675
 DV0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0675
 DV0675.The geoid height was determined by GEOID03.
 DV0675
 DV0675;                    North         East     Units Scale Factor Converg.
 DV0675;SPC AZ C     -   274,295.158   195,119.071   MT  0.99990410   -0 06 29.7
 DV0675;SPC AZ C     -   899,918.50    640,154.43   iFT  0.99990410   -0 06 29.7
 DV0675;UTM  12      - 3,704,351.546   396,591.274   MT  0.99973183   -0 36 50.0
 DV0675
 DV0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0675!SPC AZ C     -   0.99995230  x   0.99990410  =   0.99985640
 DV0675!UTM  12      -   0.99995230  x   0.99973183  =   0.99968414
 DV0675
 DV0675:                Primary Azimuth Mark                     Grid Az
 DV0675:SPC AZ C     -  PHOENIX PUB SER MICROWAVE MAST           010 27 45.6
 DV0675:UTM  12      -  PHOENIX PUB SER MICROWAVE MAST           010 58 05.9
 DV0675
 DV0675|---------------------------------------------------------------------|
 DV0675| PID    Reference Object                     Distance      Geod. Az  |
 DV0675|                                                           dddmmss.s |
 DV0675| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX.13.6 KM 0102115.9 |
 DV0675| DV0618 GRAND AZ MK                                        1633031.8 |
 DV0675| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.16.2 KM 1634309.8 |
 DV0675| DV0676 GRAND RM 1                           34.641 METERS 17237     |
 DV0675| DV2063 PHOENIX RADIO STA KHAT MAST         APPROX. 0.8 KM 2122405.7 |
 DV0675| DV0674 GRAND RM 2                           34.478 METERS 35016     |
 DV0675|---------------------------------------------------------------------|
 DV0675
 DV0675                          SUPERSEDED SURVEY CONTROL
 DV0675
 DV0675  NAD 83(1986)-  33 28 25.12569(N)    112 06 46.55050(W) AD(       ) 2
 DV0675  NAD 27      -  33 28 24.97340(N)    112 06 44.01060(W) AD(       ) 2
 DV0675  NGVD 29 (??/??/92)  333.202  (m)         1093.18   (f) ADJ UNCH    2 0
 DV0675
 DV0675.Superseded values are not recommended for survey control.
 DV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0675.See file dsdata.txt to determine how the superseded data were derived.
 DV0675
 DV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9659104352(NAD 83)
 DV0675_MARKER: DS = TRIANGULATION STATION DISK
 DV0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0675_STAMPING: GRAND 1959
 DV0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0675+STABILITY: SURFACE MOTION
 DV0675
 DV0675  HISTORY     - Date     Condition        Report By
 DV0675  HISTORY     - 1959     MONUMENTED       CGS
 DV0675  HISTORY     - 1962     GOOD             CGS
 DV0675  HISTORY     - 1963     GOOD             CGS
 DV0675  HISTORY     - 1963     GOOD             NGS
 DV0675  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DV0675
 DV0675                          STATION DESCRIPTION
 DV0675
 DV0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0675'THE STATION IS IN THE NORTHWEST SECTION OF PHOENIX, 2.4 MILES
 DV0675'SOUTH OF THE INTERSECTION OF CAMELBACK ROAD AND ARIZONA STATE
 DV0675'HIGHWAY 69, (BLACK CANYON HIGHWAY), 0.3 MILE SOUTH OF THE
 DV0675'OVERPASS OF U.S. HIGHWAYS 60, 70, AND 89, (GRAND AVENUE), AND
 DV0675'IN THE CENTER OF THE CENTER DIVIDER OF STATE HIGHWAY 69.
 DV0675'
 DV0675'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD
 DV0675'AND STATE HIGHWAY 69, GO SOUTH ON STATE HIGHWAY 69 FOR 2.55
 DV0675'MILES TO THE STATION ON THE LEFT, EAST.
 DV0675'
 DV0675'THE STATION IS A STANDARD DISK, STAMPED GRAND 1959, SET IN A
 DV0675'12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH AND IN THE
 DV0675'CENTER OF THE ROAD DIVIDER.
 DV0675'
 DV0675'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAND NO 1 1959,
 DV0675'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF THE HIGHWAY
 DV0675'DIVIDER.
 DV0675'
 DV0675'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAND NO 2 1959,
 DV0675'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF THE HIGHWAY
 DV0675'DIVIDER.
 DV0675'
 DV0675'TRIANGULATION STATION STELLA CAN BE USED FOR AN AZIMUTH MARK.
 DV0675'(SEE DESCRIPTION THEREOF)
 DV0675
 DV0675                          STATION RECOVERY (1962)
 DV0675
 DV0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0675'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DV0675'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A
 DV0675'SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE
 DV0675'MARKS.  NO DATA WAS AVAILABLE AT THIS TIME TO CHECK THE
 DV0675'DIRECTION TO THE REFERENCE MARKS.
 DV0675'
 DV0675'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV0675'
 DV0675'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE BUSINESS
 DV0675'SECTION OF PHOENIX, 0.45 MILE SOUTH OF THOMAS ROAD, 0.55 MILE
 DV0675'NORTH OF MC. DOWELL ROAD AND IN MEDIAN OF STATE ROUTE 69
 DV0675'(BLACK CANYON HIGHWAY).
 DV0675'
 DV0675'TO REACH THE STATION FROM STATE ROUTE 69 AND W. VAN BUREN
 DV0675'STREET IN PHOENIX, GO NORTH ON STATE ROUTE 69 FOR 1.0 MILE
 DV0675'TO W. MC DOWELL ROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 DV0675'CORNER OF OVERPASS OF STATE ROUTE 69, CONTINUE NORTH ON STATE
 DV0675'ROUTE 69 FOR 0.55 MILE TO STATION IN CENTER OF MEDIAN AS
 DV0675'DESCRIBED.
 DV0675'
 DV0675'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED GRAND
 DV0675'1959, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 DV0675'SET FLUSH WITH THE SURFACE OF MEDIAN.  THE MARK IS 24 FEET EAST
 DV0675'OF CENTER OF SOUTH BOUND LANE, 24 FEET WEST OF THE CENTER OF
 DV0675'NORTH BOUND LANE, IN THE CENTER OF MEDIAN AND IS SURROUNDED
 DV0675'BY WHITE PAINT.
 DV0675'
 DV0675'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GRAND
 DV0675'NO 1 1959, IS SET IN A DRILL HOLE IN THE WEST CURB OF MEDIAN.
 DV0675'THE MARK IS 28 FEET WEST OF CENTER OF NORTH BOUND LANE, 20 FEET
 DV0675'EAST OF CENTER OF SOUTH BOUND LANE AND 3.8 FEET WEST OF
 DV0675'CENTER OF MEDIAN.
 DV0675'
 DV0675'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GRAND
 DV0675'NO 2 1959, IS SET IN A DRILL HOLE IN THE WEST CURB OF MEDIAN.
 DV0675'THE MARK IS 28 FEET WEST OF CENTER OF NORTH BOUND LANE, 20
 DV0675'FEET EAST OF CENTER OF SOUTH BOUND LANE AND 3.8 FEET WEST OF
 DV0675'CENTER OF MEDIAN.
 DV0675'
 DV0675'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED GRAND 1959, IS
 DV0675'SET IN A DRILL HOLE IN TOP OF CONCRETE OVERPASS RAIL WHICH
 DV0675'PROJECTS ABOUT 2 FEET ABOVE THE SIDE WALK.  THE MARK IS IN
 DV0675'THE NORTHWEST CORNER OF OVERPASS OF STATE ROUTE 69, 97 FEET
 DV0675'WEST OF CENTER OF STATE ROUTE 69,50 FEET NORTH OF THE CENTER
 DV0675'OF MC DOWELL ROAD, 33 FEET EAST OF CENTER OF (BLACK CANYON
 DV0675'HIGHWAY) SERVICE ROAD AND 25 FEET WEST OF A STREET LIGHT.
 DV0675'
 DV0675'STATION MARK IS AS DESCRIBED.
 DV0675
 DV0675                          STATION RECOVERY (1963)
 DV0675
 DV0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0675'STATION WAS RECOVERED AS DESCRIBED IN 1962 AND ALL MARKS
 DV0675'WERE FOUND TO BE IN GOOD CONDITION.
 DV0675'
 DV0675'STATION WAS NOT OCCUPIED AT THIS TIME.
 DV0675
 DV0675                          STATION RECOVERY (1963)
 DV0675
 DV0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0675'IN PHOENIX.
 DV0675'0.2 MILE SOUTH ALONG THE BLACK CANYON FREEWAY FROM THE GRAND AVENUE
 DV0675'OVERPASS OVER THE FREEWAY, EAST OF THE SOUTHEAST CORNER OF BARWICK
 DV0675'CARPETS BUILDING, IN THE CENTER OF THE CENTER DIVIDER STRIP OF THE
 DV0675'BLACK CANYON FREEWAY, 25 FEET EAST OF THE CENTER OF THE SOUTH BOUND
 DV0675'LANE, 25 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE, 0.5 FOOT
 DV0675'ABOVE THE LEVEL OF THE FREEWAY, AND SET IN TOP OF A CONCRETE POST
 DV0675'FLUSH WITH THE GROUND.
 DV0675
 DV0675                          STATION RECOVERY (2006)
 DV0675
 DV0675'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0675'THE FREEWAY MEDIAN HAS BEEN PAVED OVER TO MAKE MORE LANES. THE MARK IS
 DV0675'CERTAINLY INACCESSIBLE, IF NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1747 ***********************************************************************
 DV1747  DESIGNATION -  GRAND AZ MK
 DV1747  PID         -  DV1747
 DV1747  STATE/COUNTY-  AZ/MARICOPA
 DV1747  USGS QUAD   -  GLENDALE (1982)
 DV1747
 DV1747                         *CURRENT SURVEY CONTROL
 DV1747  ___________________________________________________________________
 DV1747* NAD 83(1992)-  33 35 43.78904(N)    112 15 00.51094(W)     NO CHECK  
 DV1747* NAVD 88     -       349.108  (meters)    1145.37   (feet)  ADJUSTED  
 DV1747  ___________________________________________________________________
 DV1747  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DV1747  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1747  DYNAMIC HT  -         348.704 (meters)    1144.04  (feet)  COMP
 DV1747  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 DV1747
 DV1747  HORZ ORDER  -  SECOND
 DV1747  VERT ORDER  -  SECOND    CLASS I
 DV1747
 DV1747.The horizontal coordinates were established by classical geodetic methods
 DV1747.and adjusted by the National Geodetic Survey in August 1993.
 DV1747.No horizontal observational check was made to the station.
 DV1747
 DV1747.The orthometric height was determined by differential leveling
 DV1747.and adjusted in November 1993.
 DV1747
 DV1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1747
 DV1747.The geoid height was determined by GEOID03.
 DV1747
 DV1747.The dynamic height is computed by dividing the NAVD 88
 DV1747.geopotential number by the normal gravity value computed on the
 DV1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1747.degrees latitude (g = 980.6199 gals.).
 DV1747
 DV1747.The modeled gravity was interpolated from observed gravity values.
 DV1747
 DV1747;                    North         East     Units Scale Factor Converg.
 DV1747;SPC AZ C     -   287,841.207   182,409.726   MT  0.99991181   -0 11 04.3
 DV1747;SPC AZ C     -   944,360.92    598,457.11   iFT  0.99991181   -0 11 04.3
 DV1747;UTM  12      - 3,718,007.236   384,004.167   MT  0.99976588   -0 41 30.5
 DV1747
 DV1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1747!SPC AZ C     -   0.99994991  x   0.99991181  =   0.99986173
 DV1747!UTM  12      -   0.99994991  x   0.99976588  =   0.99971580
 DV1747
 DV1747                          SUPERSEDED SURVEY CONTROL
 DV1747
 DV1747  NAD 83(1986)-  33 35 43.78479(N)    112 15 00.51595(W) AD(       ) 2
 DV1747  NGVD 29 (11/30/89)  348.5    (m)         1143.     (f) LEVELING    3  
 DV1747
 DV1747.Superseded values are not recommended for survey control.
 DV1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1747.See file dsdata.txt to determine how the superseded data were derived.
 DV1747
 DV1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8400418007(NAD 83)
 DV1747_MARKER: DZ = AZIMUTH MARK DISK
 DV1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1747_SP_SET: CONCRETE POST
 DV1747_STAMPING: GRAND AZIMUTH
 DV1747_MARK LOGO: AZDT  
 DV1747_PROJECTION: FLUSH
 DV1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1747+STABILITY: SURFACE MOTION
 DV1747
 DV1747  HISTORY     - Date     Condition        Report By
 DV1747  HISTORY     - 1982     MONUMENTED       AZDT
 DV1747  HISTORY     - 1983     GOOD             AZDT
 DV1747  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1747  HISTORY     - 20060826 MARK NOT FOUND   GEOCAC
 DV1747  HISTORY     - 20071102 MARK NOT FOUND   GEOCAC
 DV1747
 DV1747                          STATION DESCRIPTION
 DV1747
 DV1747'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1747'IN PEORIA.
 DV1747'IN PEORIA, FROM 91ST AVENUE AND OLIVE AVENUE TRAVEL NORTH ALONG 91ST
 DV1747'AVENUE FOR 2.0 MI (3.22 KM) TO CACTUS ROAD, THENCE EAST ALONG CACTUS
 DV1747'ROAD FOR 0.28 (0.45 KM) AND THE MARK ON THE LEFT  37.0 FT
 DV1747'(11.28 METERS) NORTH OF THE CENTERLINE OF CACTUS ROAD, 1.5 FT
 DV1747'(0.48 METERS) SOUTH OF A FENCE. 140 FT (42.67 METERS) WEST OF A POWER
 DV1747'POLE, 152.0 FT (46.33 METERS) EAST OF A POWER POLE, A STANDARD AZDT
 DV1747'ALUMINIUM CAP.
 DV1747
 DV1747                          STATION RECOVERY (2002)
 DV1747
 DV1747'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1747'AREA HAS BEEN RE-GRADED AND THERE IS NO FENCE
 DV1747
 DV1747                          STATION RECOVERY (2006)
 DV1747
 DV1747'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1747'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1747'MARK. THE STREET IS BEING WIDENED, AND THE AREA HAS BEEN REGRADED.
 DV1747'ASSUMED DESTROYED.
 DV1747
 DV1747                          STATION RECOVERY (2007)
 DV1747
 DV1747'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1747'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO A PAVED ROAD
 DV1747'AND SIDEWALK. NO HAND HOLE WAS EVIDENT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0618 ***********************************************************************
 DV0618  DESIGNATION -  GRAND AZ MK
 DV0618  PID         -  DV0618
 DV0618  STATE/COUNTY-  AZ/MARICOPA
 DV0618  USGS QUAD   -  PHOENIX (1982)
 DV0618
 DV0618                         *CURRENT SURVEY CONTROL
 DV0618  ___________________________________________________________________
 DV0618* NAD 83(1986)-  33 27 58.     (N)    112 06 38.     (W)     SCALED    
 DV0618* NAVD 88     -       331.466  (meters)    1087.48   (feet)  ADJUSTED  
 DV0618  ___________________________________________________________________
 DV0618  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0618  DYNAMIC HT  -         331.080 (meters)    1086.22  (feet)  COMP
 DV0618  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 DV0618
 DV0618  VERT ORDER  -  FIRST     CLASS II
 DV0618
 DV0618.The horizontal coordinates were scaled from a topographic map and have
 DV0618.an estimated accuracy of +/- 6 seconds.
 DV0618
 DV0618.The orthometric height was determined by differential leveling
 DV0618.and adjusted in November 1993.
 DV0618
 DV0618.The geoid height was determined by GEOID03.
 DV0618
 DV0618.The dynamic height is computed by dividing the NAVD 88
 DV0618.geopotential number by the normal gravity value computed on the
 DV0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0618.degrees latitude (g = 980.6199 gals.).
 DV0618
 DV0618.The modeled gravity was interpolated from observed gravity values.
 DV0618
 DV0618;                    North         East    Units  Estimated Accuracy
 DV0618;SPC AZ C     -   273,460.      195,340.      MT  (+/- 180 meters Scaled)
 DV0618
 DV0618                          SUPERSEDED SURVEY CONTROL
 DV0618
 DV0618  NGVD 29 (??/??/92)  330.806  (m)         1085.32   (f) ADJ UNCH    1 2
 DV0618
 DV0618.Superseded values are not recommended for survey control.
 DV0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0618.See file dsdata.txt to determine how the superseded data were derived.
 DV0618
 DV0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968035(NAD 83)
 DV0618_MARKER: DZ = AZIMUTH MARK DISK
 DV0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0618_SP_SET: OVERPASS RAIL
 DV0618_STAMPING: GRAND 1959
 DV0618_MARK LOGO: CGS   
 DV0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0618
 DV0618  HISTORY     - Date     Condition        Report By
 DV0618  HISTORY     - 1959     MONUMENTED       CGS
 DV0618  HISTORY     - 1963     GOOD             NGS
 DV0618  HISTORY     - 1981     GOOD             AZDT
 DV0618  HISTORY     - 1981     GOOD             AZDT
 DV0618
 DV0618                          STATION DESCRIPTION
 DV0618
 DV0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0618'IN PHOENIX.
 DV0618'AT WEST MCDOWELL ROAD OVERPASS OVER THE BLACK CANYON FREEWAY IN
 DV0618'PHOENIX, SET IN TOP OF THE WEST END OF THE CONCRETE RAIL AT NORTHWEST
 DV0618'CORNER OF THE OVERPASS, 20 FEET NORTH OF THE CENTER OF THE WEST BOUND
 DV0618'LANE OF WEST MCDOWELL ROAD, 25 FEET EAST OF THE CENTER OF THE SOUTH
 DV0618'BOUND BLACK CANYON FREEWAY SERVICE ROAD, AND ABOUT 2 FEET ABOVE THE
 DV0618'LEVEL OF WEST MCDOWELL ROAD.
 DV0618
 DV0618                          STATION RECOVERY (1981)
 DV0618
 DV0618'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0618'AT THE INTERSECTION OF INTERSTATE 17 AND WEST MCDOWELL ROAD IN
 DV0618'PHOENIX.  SET IN THE TOP OF THE NORTHWEST DADO OF THE OVERPASS BRIDGE.
 DV0618'5.0 FT (1.52 M) NORTH OF THE NORTH CURB OF MCDOWELL ROAD.  25.0 FEET
 DV0618'(7.62 M) EAST OF THE CENTER OF THE SOUTHBOUND FRONTAGE ROAD.  3.1FEET
 DV0618'(0.94 M) ABOVE THE SIDEWALK.
 DV0618
 DV0618                          STATION RECOVERY (1981)
 DV0618
 DV0618'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0618'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX, AT
 DV0618'THE INTERSECTION OF INTERSTATE 17 AND WEST MCDOWELL ROAD, SET IN THE
 DV0618'TOP OF THE NORTHWEST DADO OF THE OVERPASS BRIDGE, 5.0 FEET
 DV0618'(1.52 METERS) NORTH OF THE NORTH CURB OF MCDOWELL ROAD, 25.0 FEET
 DV0618'(7.62 METERS) EAST OF THE CENTER OF THE SOUTHBOUND FRONTAGE ROAD, 3.1
 DV0618'FEET (0.94 METERS) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0296 ***********************************************************************
 GQ0296  DESIGNATION -  GRAND CANYON EL TOVAR HTL GAB
 GQ0296  PID         -  GQ0296
 GQ0296  STATE/COUNTY-  AZ/COCONINO
 GQ0296  USGS QUAD   -  GRAND CANYON (1988)
 GQ0296
 GQ0296                         *CURRENT SURVEY CONTROL
 GQ0296  ___________________________________________________________________
 GQ0296* NAD 83(1992)-  36 03 26.60078(N)    112 08 14.86413(W)     ADJUSTED  
 GQ0296* NAVD 88     -              **(meters)            **(feet)            
 GQ0296  ___________________________________________________________________
 GQ0296  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GQ0296  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0296  HORZ ORDER  -  THIRD
 GQ0296
 GQ0296.The horizontal coordinates were established by classical geodetic methods
 GQ0296.and adjusted by the National Geodetic Survey in August 1993.
 GQ0296
 GQ0296
 GQ0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0296
 GQ0296.The geoid height was determined by GEOID03.
 GQ0296
 GQ0296;                    North         East     Units Scale Factor Converg.
 GQ0296;SPC AZ C     -   560,902.681   193,468.663   MT  0.99990487   -0 07 47.9
 GQ0296;SPC AZ C     - 1,840,231.89    634,739.71   iFT  0.99990487   -0 07 47.9
 GQ0296;UTM  12      - 3,990,912.356   397,555.473   MT  0.99972931   -0 40 10.4
 GQ0296
 GQ0296                          SUPERSEDED SURVEY CONTROL
 GQ0296
 GQ0296  NAD 83(1986)-  36 03 26.59770(N)    112 08 14.86274(W) AD(       ) 4
 GQ0296  NAD 27      -  36 03 26.66000(N)    112 08 12.27000(W) AD(       ) 3
 GQ0296
 GQ0296.Superseded values are not recommended for survey control.
 GQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0296.See file dsdata.txt to determine how the superseded data were derived.
 GQ0296
 GQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9755590912(NAD 83)
 GQ0296_MARKER: 81 = GABLE
 GQ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GQ0296+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2008
 GQ0296
 GQ0296  HISTORY     - Date     Condition        Report By
 GQ0296  HISTORY     - 1920     FIRST OBSERVED   CGS
 GQ0296  HISTORY     - 20060430 GOOD             NGS
 GQ0296  HISTORY     - 20080320 GOOD             GEOCAC
 GQ0296
 GQ0296                          STATION DESCRIPTION
 GQ0296
 GQ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (DW)
 GQ0296'STATION IS A WOOD-SHINGLED, 8-FACED GABLE OVER CENTER OF EL TOVAR
 GQ0296'HOTEL.
 GQ0296
 GQ0296                          STATION RECOVERY (2008)
 GQ0296
 GQ0296'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 GQ0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0294 ***********************************************************************
 GQ0294  DESIGNATION -  GRAND CANYON POWER PLANT STACK
 GQ0294  PID         -  GQ0294
 GQ0294  STATE/COUNTY-  AZ/COCONINO
 GQ0294  USGS QUAD   -  GRAND CANYON (1988)
 GQ0294
 GQ0294                         *CURRENT SURVEY CONTROL
 GQ0294  ___________________________________________________________________
 GQ0294* NAD 83(1992)-  36 03 19.91802(N)    112 08 26.25569(W)     ADJUSTED  
 GQ0294* NAVD 88     -              **(meters)            **(feet)            
 GQ0294  ___________________________________________________________________
 GQ0294  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GQ0294  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GQ0294  HORZ ORDER  -  THIRD
 GQ0294
 GQ0294.The horizontal coordinates were established by classical geodetic methods
 GQ0294.and adjusted by the National Geodetic Survey in August 1993.
 GQ0294
 GQ0294
 GQ0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0294
 GQ0294.The geoid height was determined by GEOID03.
 GQ0294
 GQ0294;                    North         East     Units Scale Factor Converg.
 GQ0294;SPC AZ C     -   560,697.374   193,183.117   MT  0.99990501   -0 07 54.5
 GQ0294;SPC AZ C     - 1,839,558.31    633,802.88   iFT  0.99990501   -0 07 54.5
 GQ0294;UTM  12      - 3,990,709.783   397,268.057   MT  0.99973004   -0 40 17.0
 GQ0294
 GQ0294                          SUPERSEDED SURVEY CONTROL
 GQ0294
 GQ0294  NAD 83(1986)-  36 03 19.91608(N)    112 08 26.25250(W) AD(       ) 4
 GQ0294  NAD 27      -  36 03 19.98000(N)    112 08 23.65000(W) AD(       ) 3
 GQ0294
 GQ0294.Superseded values are not recommended for survey control.
 GQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0294.See file dsdata.txt to determine how the superseded data were derived.
 GQ0294
 GQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9726890710(NAD 83)
 GQ0294_MARKER: 63 = STACK
 GQ0294
 GQ0294  HISTORY     - Date     Condition        Report By
 GQ0294  HISTORY     - 1934     FIRST OBSERVED   CGS
 GQ0294  HISTORY     - 1953     GOOD             FAS
 GQ0294  HISTORY     - 1955     GOOD             CGS
 GQ0294  HISTORY     - 20060430 MARK NOT FOUND   NGS
 GQ0294  HISTORY     - 20080320 MARK NOT FOUND   GEOCAC
 GQ0294
 GQ0294                          STATION DESCRIPTION
 GQ0294
 GQ0294'DESCRIBED BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 GQ0294'STATION IS LOCATED IN GRAND CANYON.  IT IS THE LARGE SMOKESTACK
 GQ0294'ON THE S SIDE OF THE POWERHOUSE IN GRAND CANYON VILLAGE.
 GQ0294
 GQ0294                          STATION RECOVERY (1955)
 GQ0294
 GQ0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GQ0294'THIS INTERSECTION STATION IS THE GRAY BRIDK STACK AT THE GRAND
 GQ0294'CANYON VILLAGE POWER PLANT.
 GQ0294
 GQ0294                          STATION RECOVERY (2006)
 GQ0294
 GQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 GQ0294'BLDG. NO LONGER HAS SMOKE STACKS.
 GQ0294
 GQ0294                          STATION RECOVERY (2008)
 GQ0294
 GQ0294'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 GQ0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0291 ***********************************************************************
 GQ0291  DESIGNATION -  GRAND CANYON WATER TANK
 GQ0291  PID         -  GQ0291
 GQ0291  STATE/COUNTY-  AZ/COCONINO
 GQ0291  USGS QUAD   -  GRAND CANYON (1988)
 GQ0291
 GQ0291                         *CURRENT SURVEY CONTROL
 GQ0291  ___________________________________________________________________
 GQ0291* NAD 83(1992)-  36 03 12.33384(N)    112 08 00.55864(W)     ADJUSTED  
 GQ0291* NAVD 88     -              **(meters)            **(feet)            
 GQ0291  ___________________________________________________________________
 GQ0291  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GQ0291  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GQ0291  HORZ ORDER  -  THIRD
 GQ0291
 GQ0291.The horizontal coordinates were established by classical geodetic methods
 GQ0291.and adjusted by the National Geodetic Survey in August 1993.
 GQ0291
 GQ0291
 GQ0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0291
 GQ0291.The geoid height was determined by GEOID03.
 GQ0291
 GQ0291;                    North         East     Units Scale Factor Converg.
 GQ0291;SPC AZ C     -   560,462.180   193,825.677   MT  0.99990470   -0 07 39.4
 GQ0291;SPC AZ C     - 1,838,786.68    635,911.01   iFT  0.99990470   -0 07 39.4
 GQ0291;UTM  12      - 3,990,468.591   397,908.261   MT  0.99972842   -0 40 01.8
 GQ0291
 GQ0291                          SUPERSEDED SURVEY CONTROL
 GQ0291
 GQ0291  NAD 83(1986)-  36 03 12.33059(N)    112 08 00.56688(W) AD(       ) 4
 GQ0291  NAD 27      -  36 03 12.39200(N)    112 07 57.95200(W) AD(       ) 3
 GQ0291
 GQ0291.Superseded values are not recommended for survey control.
 GQ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0291.See file dsdata.txt to determine how the superseded data were derived.
 GQ0291
 GQ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9790890469(NAD 83)
 GQ0291_MARKER: 51 = TANK
 GQ0291
 GQ0291  HISTORY     - Date     Condition        Report By
 GQ0291  HISTORY     - 1934     FIRST OBSERVED   CGS
 GQ0291  HISTORY     - 1955     GOOD             CGS
 GQ0291
 GQ0291                          STATION DESCRIPTION
 GQ0291
 GQ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GQ0291'THIS INTERSECTION STATION WAS NOT PREVIOUSLY DESCRIBED.  IT
 GQ0291'IS THE TALL GREY STEEL WATER TANK ON THE SOUTHEAST EDGE OF
 GQ0291'GRAND CANYON VILLAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0607 ***********************************************************************
 FQ0607  DESIGNATION -  GRAND FALLS
 FQ0607  PID         -  FQ0607
 FQ0607  STATE/COUNTY-  AZ/COCONINO
 FQ0607  USGS QUAD   -  RODEN CRATER (1969)
 FQ0607
 FQ0607                         *CURRENT SURVEY CONTROL
 FQ0607  ___________________________________________________________________
 FQ0607* NAD 83(1992)-  35 25 37.02160(N)    111 15 27.75914(W)     ADJUSTED  
 FQ0607* NAVD 88     -      1659.0    (meters)    5443.     (feet)  VERTCON   
 FQ0607  ___________________________________________________________________
 FQ0607  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 FQ0607  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0607  HORZ ORDER  -  FIRST
 FQ0607
 FQ0607.The horizontal coordinates were established by classical geodetic methods
 FQ0607.and adjusted by the National Geodetic Survey in August 1993.
 FQ0607
 FQ0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0607
 FQ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0607
 FQ0607.The geoid height was determined by GEOID03.
 FQ0607
 FQ0607;                    North         East     Units Scale Factor Converg.
 FQ0607;SPC AZ C     -   491,136.736   273,195.191   MT  0.99994411   +0 22 55.1
 FQ0607;SPC AZ C     - 1,611,341.00    896,309.68   iFT  0.99994411   +0 22 55.1
 FQ0607;UTM  12      - 3,920,422.414   476,606.234   MT  0.99960674   -0 08 57.8
 FQ0607
 FQ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0607!SPC AZ C     -   0.99974344  x   0.99994411  =   0.99968756
 FQ0607!UTM  12      -   0.99974344  x   0.99960674  =   0.99935028
 FQ0607
 FQ0607:                Primary Azimuth Mark                     Grid Az
 FQ0607:SPC AZ C     -  LEUPP TANK                               120 07 03.9
 FQ0607:UTM  12      -  LEUPP TANK                               120 38 56.8
 FQ0607
 FQ0607|---------------------------------------------------------------------|
 FQ0607| PID    Reference Object                     Distance      Geod. Az  |
 FQ0607|                                                           dddmmss.s |
 FQ0607| FQ0757 LEUPP TANK                          APPROX.31.0 KM 1202959.0 |
 FQ0607| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.74.7 KM 1261740.6 |
 FQ0607| CH2361 GRAND FALLS AZ MK                                  1773956.8 |
 FQ0607| CH2362 GRAND FALLS RM 1                      8.979 METERS 19751     |
 FQ0607| CH2363 GRAND FALLS RM 2                      4.864 METERS 29801     |
 FQ0607|---------------------------------------------------------------------|
 FQ0607
 FQ0607                          SUPERSEDED SURVEY CONTROL
 FQ0607
 FQ0607  NAD 83(1986)-  35 25 37.01668(N)    111 15 27.75514(W) AD(       ) 1
 FQ0607  NAD 27      -  35 25 36.99900(N)    111 15 25.22704(W) AD(       ) 1
 FQ0607  NGVD 29 (07/19/86) 1658.2    (m)         5440.     (f) VERT ANG    3  
 FQ0607
 FQ0607.Superseded values are not recommended for survey control.
 FQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0607.See file dsdata.txt to determine how the superseded data were derived.
 FQ0607
 FQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7660620422(NAD 83)
 FQ0607_MARKER: DS = TRIANGULATION STATION DISK
 FQ0607_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0607
 FQ0607  HISTORY     - Date     Condition        Report By
 FQ0607  HISTORY     - 1936     MONUMENTED       CGS
 FQ0607  HISTORY     - 1955     GOOD             CGS
 FQ0607  HISTORY     - 1955     GOOD             USGS
 FQ0607  HISTORY     - 1969     GOOD             USGS
 FQ0607  HISTORY     - 1978     GOOD             LOCENG
 FQ0607
 FQ0607                          STATION DESCRIPTION
 FQ0607
 FQ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0607'STATION IS ABOUT 28 MILES AIRLINE NORTHEAST OF FLAGSTAFF,
 FQ0607'3 MILES WEST OF GRAND FALLS, 6 MILES NORTH-NORTHEAST OF
 FQ0607'MERRIAM CRATER, 2-1/2 MILES SOUTHWEST OF LITTLE COLORADO
 FQ0607'RIVER CANYON, 2 MILES EAST-NORTHEAST OF BUILDINGS AT RODEN
 FQ0607'SPRING, ON RIM OF ONLY PROMINENT ISOLATED BUTTE IN THE IMMEDIATE
 FQ0607'VICINITY.  THE STATION BUTTE RISES ABOUT 600 FEET ABOVE THE
 FQ0607'VALLEY AND IS 300 FEET ACROSS THE CRATER.
 FQ0607'
 FQ0607'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION.
 FQ0607'
 FQ0607'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION.
 FQ0607'
 FQ0607'THE AZIMUTH MARK IS SOUTH OF THE STATION, 200 FEET SOUTH OF
 FQ0607'FENCE CORNER AT SOUTHEAST CORNER OF FIELD.  THE MARK IS SET
 FQ0607'IN DRILL HOLE IN VOLCANIC ROCK OUTCROP.
 FQ0607'
 FQ0607'TO REACH THE STATION FROM TOWNSEND GROCERY AT JUNCTION OF
 FQ0607'U.S. HIGHWAYS 66 AND 89, ABOUT 5 MILES EAST OF FLAGSTAFF, GO
 FQ0607'EASTERLY ON HIGHWAY 66 FOR 8.0 MILES TO GOOD GRADED ROAD
 FQ0607'LEADING NORTHEAST AT SIGNS TURKEY TANKS, LEUPP, SNAKE DANCE,
 FQ0607'ETC.  FOLLOW THIS GRADED ROAD EAST AND NORTHEAST FOR 10.00
 FQ0607'MILES TO CATTLE GUARD ACROSS ROAD AT EAST BOUNDARY OF COCONINO
 FQ0607'NATIONAL FOREST.  CONTINUE ON GRADED ROAD FOR 3.5 MILES TO
 FQ0607'ROAD FORKS AT GRAND FALLS SIGN LEFT (MERRIAM CRATER IS THE
 FQ0607'HIGH BARE PEAK ONE MILE NORTHWEST).  TAKE LEFT FORK, TOWARD
 FQ0607'GRAND FALLS, FOR 0.7 MILE TO CROSSROADS, TURN LEFT AND
 FQ0607'FOLLOW NORTH ON TRACK ROAD FOR 3.4 MILES EAST-WEST FENCE,
 FQ0607'TURN RIGHT AND FOLLOW EAST ALONG FENCE FOR 0.3 MILE TO FENCE
 FQ0607'CORNER (STATION IS ON THE LARGE ISOLATED BARE HILL
 FQ0607'VISIBLE 3-1/2 MILES NORTH-NORTHEAST.) TURN LEFT AROUND FENCE
 FQ0607'CORNER AND DRIVE DUE NORTH ALONG FENCE TO NORTHEAST
 FQ0607'CORNER OF FIELD, 0.5 MILE, THENCE CROSS COUNTRY
 FQ0607'(NORTH-NORTHEAST) STRAIGHT TOWARD THE WEST SIDE OF STATION
 FQ0607'BUTTE FOR 2.1 MILES TO EAST-WEST FENCE (NO GATE).  PASS
 FQ0607'THROUGH FENCE AND CONTINUE NORTHEASTERLY FOR 1.5 MILES TO
 FQ0607'END OF TRUCK TRAVEL AT NORTHWEST SIDE OF MAIN SLOPE.  CLIMB
 FQ0607'SOUTHEAST TO NORTHEAST RIM OF BUTTE TO HIGHEST POINT AND
 FQ0607'STATION SITTHIS IS A 1-HOUR PACK ON VOLCANIC ASH.  THE
 FQ0607'FOOTING IS VERY POOR.
 FQ0607'
 FQ0607'SIGNALS SHOWN FROM THE GROUND AT MERRIAM AZ., MERRIAM, FRISCO
 FQ0607'1920, SUNSET CRATER, CINDER, MESA BUTTE, BLACK FALLS, BLACK
 FQ0607'POINT, MESA SPUR, AND SUNSET 1920 ARE VISIBLE AT THE GROUND.
 FQ0607'
 FQ0607'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET IN CONCRETE.
 FQ0607'THERE IS NO UNDERGROUND MARK.
 FQ0607
 FQ0607                          STATION RECOVERY (1955)
 FQ0607
 FQ0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0607'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 FQ0607'RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION FOLLOWS--
 FQ0607'
 FQ0607'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FQ0607'66 AND 89 E OF FLAGSTAFF, GO N ON U.S. HIGHWAY 89 FOR 2.4
 FQ0607'MI. TO A PAVED ROAD RIGHT (OLD HIGHWAY 66).  TURN RIGHT AND
 FQ0607'FOLLOW THE OLD HIGHWAY FOR 8.1 MI. TO A GRADED ROAD LEFT.
 FQ0607'TURN LEFT AND FOLLOW THE GRADED ROAD FOR 13.5 MI. TO A TRACK
 FQ0607'ROAD LEFT AND SIGN GRAND FALLS.  TURN LEFT AND GO 0.7 MI. TO
 FQ0607'A CROSSROAD, TURN LEFT AND GO 4.0 MI. TO A CAMP AND DERRICK,
 FQ0607'TURN RIGHT AND GO 0.7 MI. TO A FORK.  TAKE THE LEFT FORK FOR
 FQ0607'0.7 MI. TO A FORK, TAKE THE RIGHT FORK FOR 1.0 MI. TO A DIM
 FQ0607'TRACK ROAD AT THE BASE OF A RIM.  A CAMP AND DERRICK ARE 0.8
 FQ0607'MI. AHEAD.  TURN RIGHT ON THE DIM ROAD AND GO 0.8 MI. TO A
 FQ0607'FENCE CORNER, CONTINUE STRAIGHT AHEAD ALONG THE FENCE FOR
 FQ0607'0.8 MI. TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 FQ0607'RIGHT.  TURN LEFT AND FOLLOW THE DIM ROAD ALONG THE FENCE
 FQ0607'FOR 1.0 MI.  TO THE TOP OF THE RIDGE AND THE END OF TRUCK
 FQ0607'TRAVEL.  PACK W UP A SLOPE TO A SHALLOW SADDLE, TURN RIGHT
 FQ0607'TO THE HIGHEST POINT ON THE RIM AND THE STATION.
 FQ0607'
 FQ0607'THE STATION MARK IS A STANDARD DISK, STAMPED GRAND FALLS 1936
 FQ0607'AND SET IN A DRILL HOLE IN ROCK ON THE HIGHEST PART OF THE
 FQ0607'CRATER RIM ON THE NE SIDE OF THE CRATER.
 FQ0607'
 FQ0607'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAND FALLS NO
 FQ0607'1 1936 AND SET IN A DRILL HOLE IN ROCK, 29.46 FT. S OF THE
 FQ0607'STATION.
 FQ0607'
 FQ0607'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAND FALLS NO
 FQ0607'2 1936 AND SET IN A DRILL HOLE IN ROCK, 159.62 FT. W OF THE
 FQ0607'STATION.
 FQ0607'
 FQ0607'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAND FALLS 1936
 FQ0607'AND SET IN A DRILL HOLE IN ROCK, APPROXIMATELY 1 MI. S OF
 FQ0607'THE STATION, AND 200 FT. SW OF A FENCE CORNER.
 FQ0607
 FQ0607                          STATION RECOVERY (1955)
 FQ0607
 FQ0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0607'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0607'AGREE WITH CGS.
 FQ0607
 FQ0607                          STATION RECOVERY (1969)
 FQ0607
 FQ0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0607'RECOVERED AS DESCRIBED BY CGS.  RMS AGREE WITH NGS.  NEW TO REACH
 FQ0607'FOLLOWS.
 FQ0607'
 FQ0607'TO REACH FROM OVERPASS OF U.S. HWY. 66 IN EAST FLAGSTAFF, GO 2.2
 FQ0607'MI NE. ON U.S. HWY. 89 TO PAVED RD. RIGHT.  TURN RIGHT 8.2 MI TO
 FQ0607'Y-JCT. OF PAVED RDS.  TURN LEFT 13.2 MI TO Y-JCT. WITH GRAVEL RD.
 FQ0607'NE. TOWARD GRAND FALLS.  GO 0.9 MI TO X-ING. OF TRACK RD.  TURN
 FQ0607'LEFT ABOUT 3.3 MI N. TO RANCH.  PASS THROUGH CORRALS ABOUT 0.8 MI
 FQ0607'N. TO Y-RD. FORK.  GO LEFT ABOUT 2.5 MI N. PAST TWO RD. X-INGS. TO
 FQ0607'OLD ROCK HOUSE BESIDE WELL AND TWO TANKS AT FENCE.  GO N. THROUGH
 FQ0607'FENCE ABOUT 0.5 MI TO DIM Y-RD. FORK.  GO RIGHT ABOUT 1 MI TO
 FQ0607'SHALLOW DIRT STOCK TANK.  GO CROSS-COUNTRY (4-WHEEL DRIVE) ABOUT 1
 FQ0607'MI TO SMALL RIDGE ON NORTH SIDE OF PROMINENT CRATER AND END OF
 FQ0607'TRUCK TRAVEL.  PACK S. TO TOP OF CRAND STATION.  A 20-MINUTE
 FQ0607'PACK.  (IN WET WEATHER WHEN SAND AND CINDERS ARE MORE SOLID, IT
 FQ0607'IS POSSIBLE TO DRIVE ANOTHER 0.3 MI TO HIGHEST SADDLE THEN PACK
 FQ0607'W. TO TOP.  ABOUT A 5-MINUTE PACK.)
 FQ0607
 FQ0607                          STATION RECOVERY (1978)
 FQ0607
 FQ0607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (FJM)
 FQ0607'GRAND FALLS GOOD
 FQ0607'
 FQ0607'RM 1 GOOD
 FQ0607'
 FQ0607'RM 2 GOOD
 FQ0607'
 FQ0607'AZIMUTH MARK GOOD
 FQ0607'
 FQ0607'TAKE I40 EAST OF FLAGSTAFF 4 MILES TO MP 207 THE COSNINO TURNOFF,
 FQ0607'NORTH ON COSNINO ROAD 0.9 MILE TO THE WINONA ROAD, EAST 1.8 MILES
 FQ0607'TO PAVED FOREST HIGHWAY 505 TO LEUPP, NORTHEAST 8.7 MILES TO A
 FQ0607'DIRT ROAD NORTH, NORTHERLY ALONG RANCH ROADS 9.9 MILES TO A GATE
 FQ0607'BY A WELL, THRU GATE THEN EAST ALONG FENCE ON TRACK ROAD 1 MILE
 FQ0607'TO A LOCKED GATE (KEY AVAILABLE FROM RODEN CRATER PROJECT
 FQ0607'OFFICE), CONTINUE EAST AND NORTH ALONG TRACK ROAD TO SW SIDE
 FQ0607'OF CRATER AND END OF TRUCK TRAVEL, PACK WEST UP TO SADDLE, TURN
 FQ0607'LEFT AND UP TO HIGHEST POINT AND STATION, 25 MINUTE PACK.
 FQ0607'
 FQ0607'THERE IS PROPOSED WORK ON TOP OF THE CRATER AND THE STATION AND
 FQ0607'BOTH RM WILL BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1744 ***********************************************************************
 DV1744  DESIGNATION -  GRAND RM 1
 DV1744  PID         -  DV1744
 DV1744  STATE/COUNTY-  AZ/MARICOPA
 DV1744  USGS QUAD   -  GLENDALE (1982)
 DV1744
 DV1744                         *CURRENT SURVEY CONTROL
 DV1744  ___________________________________________________________________
 DV1744* NAD 83(1992)-  33 35 23.96139(N)    112 14 50.90355(W)     NO CHECK  
 DV1744* NAVD 88     -       347.727  (meters)    1140.83   (feet)  ADJUSTED  
 DV1744  ___________________________________________________________________
 DV1744  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DV1744  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1744  DYNAMIC HT  -         347.324 (meters)    1139.51  (feet)  COMP
 DV1744  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 DV1744
 DV1744  HORZ ORDER  -  SECOND
 DV1744  VERT ORDER  -  SECOND    CLASS I
 DV1744
 DV1744.The horizontal coordinates were established by classical geodetic methods
 DV1744.and adjusted by the National Geodetic Survey in August 1993.
 DV1744.No horizontal observational check was made to the station.
 DV1744
 DV1744.The orthometric height was determined by differential leveling
 DV1744.and adjusted in November 1993.
 DV1744
 DV1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1744
 DV1744.The geoid height was determined by GEOID03.
 DV1744
 DV1744.The dynamic height is computed by dividing the NAVD 88
 DV1744.geopotential number by the normal gravity value computed on the
 DV1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1744.degrees latitude (g = 980.6199 gals.).
 DV1744
 DV1744.The modeled gravity was interpolated from observed gravity values.
 DV1744
 DV1744;                    North         East     Units Scale Factor Converg.
 DV1744;SPC AZ C     -   287,229.584   182,655.463   MT  0.99991162   -0 10 58.9
 DV1744;SPC AZ C     -   942,354.28    599,263.33   iFT  0.99991162   -0 10 58.9
 DV1744;UTM  12      - 3,717,393.552   384,244.445   MT  0.99976519   -0 41 24.9
 DV1744
 DV1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1744!SPC AZ C     -   0.99995013  x   0.99991162  =   0.99986175
 DV1744!UTM  12      -   0.99995013  x   0.99976519  =   0.99971533
 DV1744
 DV1744                          SUPERSEDED SURVEY CONTROL
 DV1744
 DV1744  NAD 83(1986)-  33 35 23.95697(N)    112 14 50.90902(W) AD(       ) 2
 DV1744  NGVD 29 (11/30/89)  347.2    (m)         1139.     (f) LEVELING    3  
 DV1744
 DV1744.Superseded values are not recommended for survey control.
 DV1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1744.See file dsdata.txt to determine how the superseded data were derived.
 DV1744
 DV1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8424417394(NAD 83)
 DV1744_MARKER: DR = REFERENCE MARK DISK
 DV1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1744_SP_SET: CONCRETE POST
 DV1744_STAMPING: GRAND RM 1
 DV1744_MARK LOGO: AZDT  
 DV1744_PROJECTION: FLUSH
 DV1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1744+STABILITY: SURFACE MOTION
 DV1744
 DV1744  HISTORY     - Date     Condition        Report By
 DV1744  HISTORY     - 1982     MONUMENTED       AZDT
 DV1744  HISTORY     - 1983     GOOD             AZDT
 DV1744  HISTORY     - 20060826 POOR             GEOCAC
 DV1744  HISTORY     - 20071102 POOR             GEOCAC
 DV1744
 DV1744                          STATION DESCRIPTION
 DV1744
 DV1744'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1744'IN PEORIA.
 DV1744'IN PEORIA, FROM THE INTERSECTION OF PEORIA AVENUE, 83RD AVENUE AND
 DV1744'GRAND AVENUE GO NORTHWEST ALONG GRAND AVENUE FOR 0.80 MI (1.29 KM) TO
 DV1744'A CURVE LEFT, THE STATION IS ON THE RIGHT, FROM TRIANGLE STATION GRAND
 DV1744'AZDT THE MARK IS 40.0 FT (12.91 METERS) SOUTHEAST, A STANDARD AZDT
 DV1744'ALUMINIUN CAP STAMPED GRAND RM 1.
 DV1744
 DV1744                          STATION RECOVERY (2006)
 DV1744
 DV1744'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1744'FOUND AS DESCRIBED, IN POOR CONDITION. ONLY THE DIMLY VISIBLE ARROW
 DV1744'INDICATES THAT THIS IS A REFERENCE MARK, AND THE LOCATION IS THE ONLY
 DV1744'INDICATION OF WHICH REFERENCE MARK IT IS.
 DV1744
 DV1744                          STATION RECOVERY (2007)
 DV1744
 DV1744'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1744'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0676 ***********************************************************************
 DV0676  DESIGNATION -  GRAND RM 1
 DV0676  PID         -  DV0676
 DV0676  STATE/COUNTY-  AZ/MARICOPA
 DV0676  USGS QUAD   -  PHOENIX (1982)
 DV0676
 DV0676                         *CURRENT SURVEY CONTROL
 DV0676  ___________________________________________________________________
 DV0676* NAD 83(1986)-  33 28 24.     (N)    112 06 47.     (W)     SCALED    
 DV0676* NAVD 88     -       333.89   (+/-2cm)    1095.4    (feet)  VERTCON   
 DV0676  ___________________________________________________________________
 DV0676  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0676
 DV0676.The horizontal coordinates were scaled from a topographic map and have
 DV0676.an estimated accuracy of +/- 6 seconds.
 DV0676
 DV0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0676.The vertical order pertains to the NGVD 29 superseded value.
 DV0676
 DV0676.The geoid height was determined by GEOID03.
 DV0676
 DV0676;                    North         East    Units  Estimated Accuracy
 DV0676;SPC AZ C     -   274,260.      195,110.      MT  (+/- 180 meters Scaled)
 DV0676
 DV0676                          SUPERSEDED SURVEY CONTROL
 DV0676
 DV0676  NGVD 29 (??/??/92)  333.267  (m)         1093.39   (f) ADJ UNCH    2 0
 DV0676
 DV0676.Superseded values are not recommended for survey control.
 DV0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0676.See file dsdata.txt to determine how the superseded data were derived.
 DV0676
 DV0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965043(NAD 83)
 DV0676_MARKER: DR = REFERENCE MARK DISK
 DV0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0676_SP_SET: CURB
 DV0676_STAMPING: GRAND NO 1 1959
 DV0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0676
 DV0676  HISTORY     - Date     Condition        Report By
 DV0676  HISTORY     - 1959     MONUMENTED       CGS
 DV0676  HISTORY     - 1963     POOR             NGS
 DV0676  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DV0676
 DV0676                          STATION DESCRIPTION
 DV0676
 DV0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0676'IN PHOENIX.
 DV0676'0.2 MILE SOUTH ALONG THE BLACK CANYON FREEWAY FROM THE GRAND AVENUE
 DV0676'OVERPASS OVER THE FREEWAY, EAST OF THE SOUTHEAST CORNER OF BARWICK
 DV0676'CARPETS BUILDING, 113.7 FEET SOUTH OF TRIANGULATION STATION GRAND,
 DV0676'27.5 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE, 21 FEET EAST OF
 DV0676'THE CENTER OF THE SOUTHBOUND LANE, AND SET IN TOP OF THE WEST CURB OF
 DV0676'THE CENTER DIVIDER STRIP.  NOTE-- THE CURB IS CRACKED AND APPEARS TO
 DV0676'HAVE LOWERED.
 DV0676
 DV0676                          STATION RECOVERY (2006)
 DV0676
 DV0676'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0676'THE FREEWAY MEDIAN HAS BEEN PAVED OVER TO MAKE MORE LANES. THE MARK IS
 DV0676'CERTAINLY INACCESSIBLE, IF NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0674 ***********************************************************************
 DV0674  DESIGNATION -  GRAND RM 2
 DV0674  PID         -  DV0674
 DV0674  STATE/COUNTY-  AZ/MARICOPA
 DV0674  USGS QUAD   -  PHOENIX (1982)
 DV0674
 DV0674                         *CURRENT SURVEY CONTROL
 DV0674  ___________________________________________________________________
 DV0674* NAD 83(1986)-  33 28 24.     (N)    112 06 47.     (W)     SCALED    
 DV0674* NAVD 88     -       333.98   (+/-2cm)    1095.7    (feet)  VERTCON   
 DV0674  ___________________________________________________________________
 DV0674  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0674
 DV0674.The horizontal coordinates were scaled from a topographic map and have
 DV0674.an estimated accuracy of +/- 6 seconds.
 DV0674
 DV0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0674.The vertical order pertains to the NGVD 29 superseded value.
 DV0674
 DV0674.The geoid height was determined by GEOID03.
 DV0674
 DV0674;                    North         East    Units  Estimated Accuracy
 DV0674;SPC AZ C     -   274,260.      195,110.      MT  (+/- 180 meters Scaled)
 DV0674
 DV0674                          SUPERSEDED SURVEY CONTROL
 DV0674
 DV0674  NGVD 29 (??/??/92)  333.351  (m)         1093.67   (f) ADJ UNCH    2 0
 DV0674
 DV0674.Superseded values are not recommended for survey control.
 DV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0674.See file dsdata.txt to determine how the superseded data were derived.
 DV0674
 DV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965043(NAD 83)
 DV0674_MARKER: DR = REFERENCE MARK DISK
 DV0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0674_SP_SET: CURB
 DV0674_STAMPING: GRAND NO 2 1959
 DV0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0674
 DV0674  HISTORY     - Date     Condition        Report By
 DV0674  HISTORY     - 1959     MONUMENTED       CGS
 DV0674  HISTORY     - 1963     GOOD             NGS
 DV0674  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DV0674
 DV0674                          STATION DESCRIPTION
 DV0674
 DV0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0674'IN PHOENIX.
 DV0674'0.2 MILE SOUTH ALONG THE BLACK CANYON FREEWAY FROM THE GRAND AVENUE
 DV0674'OVERPASS OVER THE FREEWAY, EAST OF THE SOUTHEAST CORNER OF BARWICK
 DV0674'CARPETS BUILDING, 113.1 FEET NORTH OF TRIANGULATION STATION GRAND,
 DV0674'27.5 FEET WEST OF THE CENTER OF THE NORTHBOUND LANE, 21 FEET EAST OF
 DV0674'THE CENTER OF THE SOUTHBOUND LANE, AND SET IN TOP OF THE WEST CURB OF
 DV0674'THE CENTER DIVIDER STRIP.
 DV0674
 DV0674                          STATION RECOVERY (2006)
 DV0674
 DV0674'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0674'THE FREEWAY MEDIAN HAS BEEN PAVED OVER TO MAKE MORE LANES. THE MARK IS
 DV0674'CERTAINLY INACCESSIBLE, IF NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0558 ***********************************************************************
 FQ0558  DESIGNATION -  GRAND VIEW
 FQ0558  PID         -  FQ0558
 FQ0558  STATE/COUNTY-  AZ/COCONINO
 FQ0558  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0558
 FQ0558                         *CURRENT SURVEY CONTROL
 FQ0558  ___________________________________________________________________
 FQ0558* NAD 83(1992)-  35 58 46.43348(N)    111 59 01.64708(W)     ADJUSTED  
 FQ0558* NAVD 88     -      2296.1    (meters)    7533.     (feet)  VERTCON   
 FQ0558  ___________________________________________________________________
 FQ0558  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FQ0558  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0558  HORZ ORDER  -  THIRD
 FQ0558
 FQ0558.The horizontal coordinates were established by classical geodetic methods
 FQ0558.and adjusted by the National Geodetic Survey in August 1993.
 FQ0558
 FQ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0558
 FQ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0558
 FQ0558.The geoid height was determined by GEOID03.
 FQ0558
 FQ0558;                    North         East     Units Scale Factor Converg.
 FQ0558;SPC AZ C     -   552,247.741   207,306.880   MT  0.99990045   -0 02 22.0
 FQ0558;SPC AZ C     - 1,811,836.42    680,140.68   iFT  0.99990045   -0 02 22.0
 FQ0558;UTM  12      - 3,982,129.264   411,309.038   MT  0.99969692   -0 34 40.8
 FQ0558
 FQ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0558!SPC AZ C     -   0.99964337  x   0.99990045  =   0.99954386
 FQ0558!UTM  12      -   0.99964337  x   0.99969692  =   0.99934040
 FQ0558
 FQ0558:                Primary Azimuth Mark                     Grid Az
 FQ0558:SPC AZ C     -  HOLLENBECK                               061 23 04.1
 FQ0558:UTM  12      -  HOLLENBECK                               061 55 22.9
 FQ0558
 FQ0558|---------------------------------------------------------------------|
 FQ0558| PID    Reference Object                     Distance      Geod. Az  |
 FQ0558|                                                           dddmmss.s |
 FQ0558| GP0525 HOLLENBECK                          APPROX.11.1 KM 0612042.1 |
 FQ0558|---------------------------------------------------------------------|
 FQ0558
 FQ0558                          SUPERSEDED SURVEY CONTROL
 FQ0558
 FQ0558  NAD 83(1986)-  35 58 46.43011(N)    111 59 01.64332(W) AD(       ) 3
 FQ0558  NGVD 29 (05/08/89) 2295.0    (m)         7530.     (f) VERT ANG    3  
 FQ0558
 FQ0558.Superseded values are not recommended for survey control.
 FQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0558.See file dsdata.txt to determine how the superseded data were derived.
 FQ0558
 FQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1130982129(NAD 83)
 FQ0558_MARKER: DS = TRIANGULATION STATION DISK
 FQ0558_SETTING: 80 = SET IN A BOULDER
 FQ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0558+STABILITY: SURFACE MOTION
 FQ0558
 FQ0558  HISTORY     - Date     Condition        Report By
 FQ0558  HISTORY     - 1903     MONUMENTED       USGS
 FQ0558
 FQ0558                          STATION DESCRIPTION
 FQ0558
 FQ0558'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 FQ0558'LOCATED 300 FT. IN FRONT OF GRAND VIEW HOTEL.  ON CANYON RIM.
 FQ0558'
 FQ0558'TO REACH NOT GIVEN.
 FQ0558'
 FQ0558'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, SET IN
 FQ0558'LIMESTONE ROCK.
 FQ0558'
 FQ0558'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0392 ***********************************************************************
 GQ0392  DESIGNATION -  GRAND WASH
 GQ0392  PID         -  GQ0392
 GQ0392  STATE/COUNTY-  AZ/MOHAVE
 GQ0392  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0392
 GQ0392                         *CURRENT SURVEY CONTROL
 GQ0392  ___________________________________________________________________
 GQ0392* NAD 83(1992)-  36 12 27.12718(N)    113 58 48.19638(W)     ADJUSTED  
 GQ0392* NAVD 88     -       768.3    (meters)    2521.     (feet)  VERTCON   
 GQ0392  ___________________________________________________________________
 GQ0392  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 GQ0392  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GQ0392  HORZ ORDER  -  FIRST
 GQ0392
 GQ0392.The horizontal coordinates were established by classical geodetic methods
 GQ0392.and adjusted by the National Geodetic Survey in August 1993.
 GQ0392
 GQ0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0392
 GQ0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0392
 GQ0392.The geoid height was determined by GEOID03.
 GQ0392
 GQ0392;                    North         East     Units Scale Factor Converg.
 GQ0392;SPC AZ W     -   577,582.685   192,673.280   MT  0.99993860   -0 08 09.2
 GQ0392;SPC AZ W     - 1,894,956.32    632,130.18   iFT  0.99993860   -0 08 09.2
 GQ0392;SPC NV E     - 8,162,888.190   344,169.140   MT  1.00015602   +0 56 50.1
 GQ0392;SPC NV E     -26,781,075.67  1,129,161.59   sFT  1.00015602   +0 56 50.1
 GQ0392;UTM  12      - 4,011,085.439   232,083.452   MT  1.00048451   -1 45 41.0
 GQ0392;UTM  11      - 4,011,196.496   771,503.874   MT  1.00050836   +1 47 06.0
 GQ0392
 GQ0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0392!SPC AZ W     -   0.99988363  x   0.99993860  =   0.99982224
 GQ0392!SPC NV E     -   0.99988363  x   1.00015602  =   1.00003964
 GQ0392!UTM  12      -   0.99988363  x   1.00048451  =   1.00036809
 GQ0392!UTM  11      -   0.99988363  x   1.00050836  =   1.00039193
 GQ0392
 GQ0392:                Primary Azimuth Mark                     Grid Az
 GQ0392:SPC AZ W     -  GRAND WASH RM 3 AZIMUTH                  060 44 57.1
 GQ0392:SPC NV E     -  GRAND WASH RM 3 AZIMUTH                  059 39 57.8
 GQ0392:UTM  12      -  GRAND WASH RM 3 AZIMUTH                  062 22 28.9
 GQ0392:UTM  11      -  GRAND WASH RM 3 AZIMUTH                  058 49 41.9
 GQ0392
 GQ0392|---------------------------------------------------------------------|
 GQ0392| PID    Reference Object                     Distance      Geod. Az  |
 GQ0392|                                                           dddmmss.s |
 GQ0392| CH2366 GRAND WASH RM 3 AZIMUTH                            0603647.9 |
 GQ0392| CH2364 GRAND WASH RM 1                       6.283 METERS 06731     |
 GQ0392| CH2365 GRAND WASH RM 2                       4.600 METERS 15125     |
 GQ0392|---------------------------------------------------------------------|
 GQ0392
 GQ0392                          SUPERSEDED SURVEY CONTROL
 GQ0392
 GQ0392  NAD 83(1986)-  36 12 27.11948(N)    113 58 48.19441(W) AD(       ) 1
 GQ0392  NAD 27      -  36 12 27.16900(N)    113 58 45.34600(W) AD(       ) 1
 GQ0392  NGVD 29 (06/27/88)  767.7    (m)         2519.     (f) VERT ANG    3  
 GQ0392
 GQ0392.Superseded values are not recommended for survey control.
 GQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0392.See file dsdata.txt to determine how the superseded data were derived.
 GQ0392
 GQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3208311085(NAD 83)
 GQ0392_MARKER: DS = TRIANGULATION STATION DISK
 GQ0392_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0392
 GQ0392  HISTORY     - Date     Condition        Report By
 GQ0392  HISTORY     - 1934     MONUMENTED       CGS
 GQ0392  HISTORY     - 1948     GOOD             USGS
 GQ0392  HISTORY     - 1951     GOOD             USGS
 GQ0392  HISTORY     - 1952     GOOD             CGS
 GQ0392
 GQ0392                          STATION DESCRIPTION
 GQ0392
 GQ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0392'STATION IS ON THE N SIDE OF COLORADO RIVER, ABOUT 3.0 MILES
 GQ0392'(AIR LINE) NW OF PIERCES FERRY, ARIZONA, ON A VERY PROMINENT
 GQ0392'KNIFE-EDGED RIDGE RUNNING NS OVERLOOKING COLORADO RIVER, ABOUT
 GQ0392'1/2 MILE N OF THE HIGHEST KNOBBED POINT OF THIS KNIFE-EDGED
 GQ0392'RIDGE, WHICH DROPS SHEER FROM STATION TO VALLEY BELOW AND GRAND
 GQ0392'WASH TO W.  SITE WAS ONLY AVAILABLE LOCATION ON THIS RIDGE WHERE
 GQ0392'STAND COULD BE SET FOR OBSERVING.
 GQ0392'
 GQ0392'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0392'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0392'
 GQ0392'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES ABOUT 1/2 MILE NE
 GQ0392'IN LARGE ROCK ON RIDGE LEADING TO STATION.
 GQ0392'
 GQ0392'REACHED FROM CHLORIDE BY TAKING THE BOULDER DAM HIGHWAY NW FOR
 GQ0392'14 MILES TO MAIL BOX READING O K MINE, TURN RIGHT AND GO 15.4
 GQ0392'MILES.  TAKE RIGHT FORK AT SIGN GOLD BASIN PLACER 18 MILES, GO
 GQ0392'11.7 MILES, CONTINUE STRAIGHT AHEAD FOR 4.4 MILES, CONTINUE
 GQ0392'STRAIGHT AHEAD FOR 18.7 MILES TO PIERCES FERRY.  CROSS FERRY AND
 GQ0392'FOLLOW ROAD FOR 13.5 MILES, TURN LEFT GO 1.1 MILES ENTERING
 GQ0392'TASSI WASH, TURN SHARP LEFT GO 2.3 MILES UP TRIBUTARY WASH, TURN
 GQ0392'RIGHT GO 2.3 MILES THE LAST PART ALONG RIDGE TO END OF
 GQ0392'TRUCK TRAVEL.  PACK W TO STATION FOR 30-MINUTE PACK.
 GQ0392
 GQ0392                          STATION RECOVERY (1948)
 GQ0392
 GQ0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GQ0392'RECOVERED IN GOOD CONDITION.
 GQ0392
 GQ0392                          STATION RECOVERY (1951)
 GQ0392
 GQ0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GQ0392'RECOVERED IN GOOD CONDITION.
 GQ0392
 GQ0392                          STATION RECOVERY (1952)
 GQ0392
 GQ0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0392'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN
 GQ0392'EXCELLENT CONDITION.  ORIGINAL ROUTE TO REACH, IS NOW OBSOLETE.
 GQ0392'
 GQ0392'IT IS REACHED FROM MESQUITE, BY GOING SW ON U.S. HIGHWAY 91
 GQ0392'FOR 10.3 MILES TO FORKS ABOUT 100 YARDS E OF VIRGIN RIVER BRIDGE.
 GQ0392'TURN LEFT AND FOLLOW MAIN TRAVELED ROAD (GRADED DIRT) S AND SE,
 GQ0392'AS PER SIGNS POSTED TO ED YATES RANCH FOR APPROXIMATELY 55 MILES,
 GQ0392'TO ED YATES RANCH (JUST E OF GRAND WASH).  AT THE E SIDE OF
 GQ0392'THE ED YATES HOUSE, GO E UP BOX CANYON, FOLLOWING MAIN WASH FOR
 GQ0392'2.0 MILES.  TURN OUT OF WASH ONTO OLD ROAD AND GO S 2.0 MILES.
 GQ0392'TURN RIGHT ON VERY DIM TRACKS AND FOLLOW SAME ALONG CREST OF
 GQ0392'DIVIDING RIDGES W AND SW FOR 3.5 MILES TO END OF TRUCK TRAVEL
 GQ0392'ABOUT 200 YARDS N OF STATION.
 GQ0392'
 GQ0392'NOTE--LAST MILE TO BE DRIVEN WITH 4-WHEEL DRIVE, ONLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1490 ***********************************************************************
 DA1490  DESIGNATION -  GRANDE
 DA1490  PID         -  DA1490
 DA1490  STATE/COUNTY-  AZ/PIMA
 DA1490  USGS QUAD   -  HICKIWAN (1990)
 DA1490
 DA1490                         *CURRENT SURVEY CONTROL
 DA1490  ___________________________________________________________________
 DA1490* NAD 83(1992)-  32 17 18.91114(N)    112 24 32.53248(W)     ADJUSTED  
 DA1490* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 DA1490  ___________________________________________________________________
 DA1490  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DA1490  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DA1490  HORZ ORDER  -  FIRST
 DA1490
 DA1490.The horizontal coordinates were established by classical geodetic methods
 DA1490.and adjusted by the National Geodetic Survey in August 1993.
 DA1490
 DA1490.The orthometric height was scaled from a topographic map.
 DA1490
 DA1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1490
 DA1490.The geoid height was determined by GEOID03.
 DA1490
 DA1490;                    North         East     Units Scale Factor Converg.
 DA1490;SPC AZ C     -   142,971.425   166,985.105   MT  0.99992651   -0 15 46.9
 DA1490;SPC AZ C     -   469,066.35    547,851.39   iFT  0.99992651   -0 15 46.9
 DA1490;UTM  12      - 3,573,295.645   367,321.706   MT  0.99981708   -0 45 10.1
 DA1490
 DA1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1490!SPC AZ C     -   0.99990083  x   0.99992651  =   0.99982735
 DA1490!UTM  12      -   0.99990083  x   0.99981708  =   0.99971793
 DA1490
 DA1490|---------------------------------------------------------------------|
 DA1490| PID    Reference Object                     Distance      Geod. Az  |
 DA1490|                                                           dddmmss.s |
 DA1490| CH5249 GRANDE RM 2                           6.138 METERS 06419     |
 DA1490| CH5247 GRANDE AZ MK                                       2610938.3 |
 DA1490| CH5248 GRANDE RM 1                          11.002 METERS 34415     |
 DA1490|---------------------------------------------------------------------|
 DA1490
 DA1490                          SUPERSEDED SURVEY CONTROL
 DA1490
 DA1490  NAD 83(1986)-  32 17 18.90396(N)    112 24 32.53553(W) AD(       ) 1
 DA1490  NAD 27      -  32 17 18.67800(N)    112 24 30.03200(W) AD(       ) 1
 DA1490
 DA1490.Superseded values are not recommended for survey control.
 DA1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1490.See file dsdata.txt to determine how the superseded data were derived.
 DA1490
 DA1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6732273296(NAD 83)
 DA1490_MARKER: DS = TRIANGULATION STATION DISK
 DA1490_SETTING: 66 = SET IN ROCK OUTCROP
 DA1490
 DA1490  HISTORY     - Date     Condition        Report By
 DA1490  HISTORY     - 1935     MONUMENTED       CGS
 DA1490  HISTORY     - 1972     GOOD             AZHD
 DA1490
 DA1490                          STATION DESCRIPTION
 DA1490
 DA1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1490'ON A FLAT-TOPPED LAVA RIDGE 10.5 MILES NORTHEAST, AIR LINE,
 DA1490'OF NINE MILE PEAK AND 0.5 MILE EAST OF A PROMINENT CLUMP OF
 DA1490'LAVA ROCKS WHICH PROJECT FARTHER OUT INTO THE VALLEY.  MARKED
 DA1490'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1490'MARK NO. 1, A STANDARD BRONZE DISK, IS 11.002 METERS
 DA1490'(36.10 FEET) FROM STATION N 15 DEG 45 MIN W.  REFERENCE
 DA1490'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DA1490'6.138 METERS (20.14 FEET) FROM STATION N 64 DEG 19
 DA1490'MIN E.  THE AZIMUTH MARK (1936), IN BEDROCK ON THE TOP OF A
 DA1490'CLUMP OF LAVA ROCKS, IS ONE-HALF MILE FROM STATION
 DA1490'S 81 DEG 10 MIN W.
 DA1490
 DA1490                          STATION RECOVERY (1972)
 DA1490
 DA1490'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1490'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1490'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1490'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0713 ***********************************************************************
 FQ0713  DESIGNATION -  GRANDVIEW
 FQ0713  PID         -  FQ0713
 FQ0713  STATE/COUNTY-  AZ/COCONINO
 FQ0713  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0713
 FQ0713                         *CURRENT SURVEY CONTROL
 FQ0713  ___________________________________________________________________
 FQ0713* NAD 83(1992)-  35 57 28.07763(N)    111 57 17.56034(W)     ADJUSTED  
 FQ0713* NAVD 88     -      2296.530  (meters)    7534.53   (feet)  POSTED    
 FQ0713  ___________________________________________________________________
 FQ0713  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FQ0713  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0713  DYNAMIC HT  -        2293.370 (meters)    7524.16  (feet)  COMP
 FQ0713  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 FQ0713
 FQ0713  HORZ ORDER  -  SECOND
 FQ0713  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0713
 FQ0713.The horizontal coordinates were established by classical geodetic methods
 FQ0713.and adjusted by the National Geodetic Survey in August 1993.
 FQ0713
 FQ0713.The orthometric height was determined by differential leveling
 FQ0713.and adjusted by the  in 1992.
 FQ0713.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0713.rate of 0.0 thru 1.0 mm/km.
 FQ0713
 FQ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0713
 FQ0713.The geoid height was determined by GEOID03.
 FQ0713
 FQ0713.The dynamic height is computed by dividing the NAVD 88
 FQ0713.geopotential number by the normal gravity value computed on the
 FQ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0713.degrees latitude (g = 980.6199 gals.).
 FQ0713
 FQ0713.The modeled gravity was interpolated from observed gravity values.
 FQ0713
 FQ0713;                    North         East     Units Scale Factor Converg.
 FQ0713;SPC AZ C     -   549,831.507   209,913.247   MT  0.99990015   -0 01 20.8
 FQ0713;SPC AZ C     - 1,803,909.14    688,691.76   iFT  0.99990015   -0 01 20.8
 FQ0713;UTM  12      - 3,979,689.147   413,892.051   MT  0.99969136   -0 33 38.6
 FQ0713
 FQ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0713!SPC AZ C     -   0.99964328  x   0.99990015  =   0.99954347
 FQ0713!UTM  12      -   0.99964328  x   0.99969136  =   0.99933476
 FQ0713
 FQ0713:                Primary Azimuth Mark                     Grid Az
 FQ0713:SPC AZ C     -  NAVAJO POINT                             050 39 25.4
 FQ0713:UTM  12      -  NAVAJO POINT                             051 11 43.2
 FQ0713
 FQ0713|---------------------------------------------------------------------|
 FQ0713| PID    Reference Object                     Distance      Geod. Az  |
 FQ0713|                                                           dddmmss.s |
 FQ0713| GP0594 NAVAJO POINT                        APPROX.14.5 KM 0503804.6 |
 FQ0713|---------------------------------------------------------------------|
 FQ0713
 FQ0713                          SUPERSEDED SURVEY CONTROL
 FQ0713
 FQ0713  NAD 83(1986)-  35 57 28.07859(N)    111 57 17.55711(W) AD(       ) 2
 FQ0713  NAD 27      -  35 57 28.13600(N)    111 57 14.97200(W) AD(       ) 2
 FQ0713  NGVD 29 (??/??/92) 2295.47   (m)         7531.1    (f) COMPUTED    3 0
 FQ0713
 FQ0713.Superseded values are not recommended for survey control.
 FQ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0713.See file dsdata.txt to determine how the superseded data were derived.
 FQ0713
 FQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1389279689(NAD 83)
 FQ0713_MARKER: DS = TRIANGULATION STATION DISK
 FQ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0713_STAMPING: GRANDVIEW 1920
 FQ0713_MARK LOGO: CGS   
 FQ0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0713+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 FQ0713
 FQ0713  HISTORY     - Date     Condition        Report By
 FQ0713  HISTORY     - 1920     MONUMENTED       CGS
 FQ0713  HISTORY     - 1920     GOOD             CGS
 FQ0713  HISTORY     - 1934     GOOD             CGS
 FQ0713  HISTORY     - 1953     GOOD             FAS
 FQ0713  HISTORY     - 1956     GOOD             USGS
 FQ0713  HISTORY     - 19581208 GOOD             USGS
 FQ0713  HISTORY     - 20050721 GOOD             GEOCAC
 FQ0713
 FQ0713                          STATION DESCRIPTION
 FQ0713
 FQ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FQ0713'STATION IS UNDER THE FOREST SERVICE LOOKOUT TOWER, ABOUT 2
 FQ0713'MI. E OF GRANDVIEW, AND ABOUT 30 M. N OF THE GRAND CANYON-FLAGSTAFF
 FQ0713'ROAD.  THE MARK WAS SET UNDER THE STAND AFTER THE LIGHT HAD
 FQ0713'BEEN FIXED AT THE TOP.  SURFACE MARK.  THERE IS NO
 FQ0713'UNDERGROUND MARK.
 FQ0713'
 FQ0713'REFERENCE MARKS 1, 2 AND 3 ARE TRIANGLES CHISELED IN PINE
 FQ0713'TREES ABOUT 2 FT. ABOVE THE GROUND.
 FQ0713'
 FQ0713'MEASUREMENTS TO THE STEEL POSTS OF THE LOOKOUT TOWER ARE
 FQ0713'TO THE INNER CORNER JUST ABOVE THE CONCRETE FOUNDATION.
 FQ0713'LOOKOUT TWR NORTHWEST POST 3.460 METERS, NORTHEAST POST 3.420 METERS,
 FQ0713'SOUTHEAST POST 2.883 METERS, SOUTHWEST POST 2.948 METERS.
 FQ0713
 FQ0713                          STATION RECOVERY (1920)
 FQ0713
 FQ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 FQ0713'RECOVERED IN GOOD CONDITION.
 FQ0713
 FQ0713                          STATION RECOVERY (1934)
 FQ0713
 FQ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FQ0713'FOLLOWING TAKEN FROM L.C. JOHNSONS RECONNAISSANCE DESCRIPTIONS
 FQ0713'IN ARIZONA NO. 2--STATION IS UNDER THE GRANDVIEW LOOKOUT TOWER
 FQ0713'OF THE TUSAYAN NATIONAL FOREST, AND ABOUT 30 M. N OF THE
 FQ0713'OLD GRAND CANYON-FLAGSTAFF ROAD.  REACHED AS DESCRIBED IN
 FQ0713'THE DESCRIPTION OF STATION TUSAYAN.
 FQ0713'
 FQ0713'STATION MARK AND ONE REFERENCE MARK WERE FOUND AS DESCRIBED,
 FQ0713'ALSO TWO NAILS IN BLAZES IN TREES.
 FQ0713
 FQ0713                          STATION RECOVERY (1953)
 FQ0713
 FQ0713'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 FQ0713'STATION MARK IN GOOD CONDITION.  REFERENCE MARKS 1, 2 AND 3
 FQ0713'NO LONGER RECOVERABLE.  COULD NOT FIND REFERENCE MARK 4.
 FQ0713'
 FQ0713'FOREST SERVICE LOOKOUT TOWER HAS EVIDENTLY BEEN TORN DOWN
 FQ0713'AND REBUILT, BECAUSE STATION IS NOW APPROXIMATELY 100 FT.
 FQ0713'N OF THE CENTER OF THE TOWER.
 FQ0713
 FQ0713                          STATION RECOVERY (1956)
 FQ0713
 FQ0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FQ0713'RECOVERED IN GOOD CONDITION.
 FQ0713'
 FQ0713'NOTE--OLD TOWER OF 1934 HAS BEEN REPLACED BY STEEL TOWER IN 1936
 FQ0713'AND IS 108.2 FT SE. OF STATION.
 FQ0713
 FQ0713                          STATION RECOVERY (1958)
 FQ0713
 FQ0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FQ0713'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM THE EL TOVAR HOTEL
 FQ0713'AT GRAND CANYON, ARIZONA, THENCE 1.3 MILES SOUTHEAST ALONG A ROAD TO
 FQ0713'THE GRANDVIEW LOOKOUT TOWER, 90 FEET NORTH OF THE ROAD, 100 FEET
 FQ0713'NORTH OF OF THE CENTER OF THE NEW TOWER, IN THE MIDDLE OF AN OLD
 FQ0713'TOWER WHICH HAS BEEN REMOVED.
 FQ0713
 FQ0713                          STATION RECOVERY (2005)
 FQ0713
 FQ0713'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FQ0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0712 ***********************************************************************
 FQ0712  DESIGNATION -  GRANDVIEW LOOKOUT TOWER
 FQ0712  PID         -  FQ0712
 FQ0712  STATE/COUNTY-  AZ/COCONINO
 FQ0712  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0712
 FQ0712                         *CURRENT SURVEY CONTROL
 FQ0712  ___________________________________________________________________
 FQ0712* NAD 83(1992)-  35 57 27.18498(N)    111 57 16.82067(W)     ADJUSTED  
 FQ0712* NAVD 88     -              **(meters)            **(feet)            
 FQ0712  ___________________________________________________________________
 FQ0712  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FQ0712  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0712  HORZ ORDER  -  THIRD
 FQ0712
 FQ0712.The horizontal coordinates were established by classical geodetic methods
 FQ0712.and adjusted by the National Geodetic Survey in August 1993.
 FQ0712
 FQ0712
 FQ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0712
 FQ0712.The geoid height was determined by GEOID03.
 FQ0712
 FQ0712;                    North         East     Units Scale Factor Converg.
 FQ0712;SPC AZ C     -   549,803.989   209,931.769   MT  0.99990014   -0 01 20.3
 FQ0712;SPC AZ C     - 1,803,818.86    688,752.52   iFT  0.99990014   -0 01 20.3
 FQ0712;UTM  12      - 3,979,661.462   413,910.311   MT  0.99969132   -0 33 38.2
 FQ0712
 FQ0712                          SUPERSEDED SURVEY CONTROL
 FQ0712
 FQ0712  NAD 83(1986)-  35 57 27.19115(N)    111 57 16.82031(W) AD(       ) 4
 FQ0712  NAD 27      -  35 57 28.15400(N)    111 57 14.94900(W) AD(       ) 3
 FQ0712
 FQ0712.Superseded values are not recommended for survey control.
 FQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0712.See file dsdata.txt to determine how the superseded data were derived.
 FQ0712
 FQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1391079661(NAD 83)
 FQ0712_MARKER: 57 = LOOKOUT TOWER
 FQ0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0712+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 FQ0712
 FQ0712  HISTORY     - Date     Condition        Report By
 FQ0712  HISTORY     - 1934     FIRST OBSERVED   CGS
 FQ0712  HISTORY     - 20050721 GOOD             GEOCAC
 FQ0712  HISTORY     - 20060812 GOOD             GEOCAC
 FQ0712
 FQ0712                          STATION DESCRIPTION
 FQ0712
 FQ0712'DESCRIBED BY GEOCACHING 2005 (WD)
 FQ0712'TOWER IS GRAY METAL LATTICE FRAME RISING ABOUT 150 FEET, AT THE
 FQ0712'ARIZONA TRAIL TRAILHEAD AND ABOUT 1.15 MILES SOUTHEAST OF TRAILHEAD
 FQ0712'TURNOFF FROM STATE HIGHWAY 64.
 FQ0712
 FQ0712                          STATION RECOVERY (2006)
 FQ0712
 FQ0712'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FQ0712'WELL, THE EXISTING TOWER WAS BUILT IN 1936.
 FQ0712'THE ORIGINAL OBSERVATION WAS IN 1934.
 FQ0712'THE ORIGINAL TOWER WAS ABOUT 100 FEET NNW OF THE EXISTING TOWER (SEE
 FQ0712'FQ0713).
 FQ0712'SEEMS THAT THE ORIGINAL MARK NO LONGER EXISTS, BUT THE COORDINATES
 FQ0712'SEEM TO MATCH THE EXISTING TOWER.
 FQ0712'SINCE THE COORDINATES, FOR WHAT EVER REASON, MATCH THE EXISTING TOWER,
 FQ0712'I WILL CLAIM RECOVERY OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0848 ***********************************************************************
 FQ0848  DESIGNATION -  GRANDVIEW RM 4
 FQ0848  PID         -  FQ0848
 FQ0848  STATE/COUNTY-  AZ/COCONINO
 FQ0848  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0848
 FQ0848                         *CURRENT SURVEY CONTROL
 FQ0848  ___________________________________________________________________
 FQ0848* NAD 83(1986)-  35 57 28.     (N)    111 57 18.     (W)     SCALED    
 FQ0848* NAVD 88     -      2296.447  (meters)    7534.26   (feet)  POSTED    
 FQ0848  ___________________________________________________________________
 FQ0848  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0848  DYNAMIC HT  -        2293.290 (meters)    7523.90  (feet)  COMP
 FQ0848  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 FQ0848
 FQ0848  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0848
 FQ0848.The horizontal coordinates were scaled from a topographic map and have
 FQ0848.an estimated accuracy of +/- 6 seconds.
 FQ0848
 FQ0848.The orthometric height was determined by differential leveling
 FQ0848.and adjusted by the  in 1992.
 FQ0848.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0848.rate of 0.0 thru 1.0 mm/km.
 FQ0848
 FQ0848.The geoid height was determined by GEOID03.
 FQ0848
 FQ0848.The dynamic height is computed by dividing the NAVD 88
 FQ0848.geopotential number by the normal gravity value computed on the
 FQ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0848.degrees latitude (g = 980.6199 gals.).
 FQ0848
 FQ0848.The modeled gravity was interpolated from observed gravity values.
 FQ0848
 FQ0848;                    North         East    Units  Estimated Accuracy
 FQ0848;SPC AZ C     -   549,830.      209,900.      MT  (+/- 180 meters Scaled)
 FQ0848
 FQ0848                          SUPERSEDED SURVEY CONTROL
 FQ0848
 FQ0848  NGVD 29 (??/??/92) 2295.38   (m)         7530.8    (f) COMPUTED    3 0
 FQ0848
 FQ0848.Superseded values are not recommended for survey control.
 FQ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0848.See file dsdata.txt to determine how the superseded data were derived.
 FQ0848
 FQ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE138796(NAD 83)
 FQ0848_MARKER: DR = REFERENCE MARK DISK
 FQ0848_SETTING: 0 = UNSPECIFIED SETTING
 FQ0848_STAMPING: GRANDVIEW 1920
 FQ0848_MARK LOGO: CGS   
 FQ0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0848+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1958
 FQ0848
 FQ0848  HISTORY     - Date     Condition        Report By
 FQ0848  HISTORY     - 1920     MONUMENTED       CGS
 FQ0848  HISTORY     - 19581208 GOOD             USGS
 FQ0848  HISTORY     - 20050721 MARK NOT FOUND   GEOCAC
 FQ0848
 FQ0848                          STATION DESCRIPTION
 FQ0848
 FQ0848'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0848'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM THE EL TOVAR HOTEL
 FQ0848'AT GRAND CANYON, ARIZONA, THENCE 1.3 MILES SOUTHEAST ALONG A ROAD TO
 FQ0848'THE GRANDVIEW LOOKOUT TOWER, THE REFERENCE MARK IS NEAR CGS TRI.
 FQ0848'STATION GRANDVIEW AND THE LOOKOUT TOWER, EXACT LOCATION UNCLEAR.
 FQ0848
 FQ0848                          STATION RECOVERY (2005)
 FQ0848
 FQ0848'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FQ0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1414 ***********************************************************************
 DA1414  DESIGNATION -  GRANITE
 DA1414  PID         -  DA1414
 DA1414  STATE/COUNTY-  AZ/PIMA
 DA1414  USGS QUAD   -  GRANITE MOUNTAINS NORTH (1990)
 DA1414
 DA1414                         *CURRENT SURVEY CONTROL
 DA1414  ___________________________________________________________________
 DA1414* NAD 83(1992)-  32 25 39.67417(N)    113 18 28.48778(W)     ADJUSTED  
 DA1414* NAVD 88     -       759.5    (meters)    2492.     (feet)  VERTCON   
 DA1414  ___________________________________________________________________
 DA1414  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DA1414  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DA1414  HORZ ORDER  -  SECOND
 DA1414
 DA1414.The horizontal coordinates were established by classical geodetic methods
 DA1414.and adjusted by the National Geodetic Survey in August 1993.
 DA1414
 DA1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1414
 DA1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1414
 DA1414.The geoid height was determined by GEOID03.
 DA1414
 DA1414;                    North         East     Units Scale Factor Converg.
 DA1414;SPC AZ C     -   159,140.694    82,518.211   MT  1.00011105   -0 44 46.1
 DA1414;SPC AZ C     -   522,115.14    270,729.04   iFT  1.00011105   -0 44 46.1
 DA1414;UTM  12      - 3,590,187.590   282,998.102   MT  1.00018072   -1 14 17.0
 DA1414
 DA1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1414!SPC AZ C     -   0.99988585  x   1.00011105  =   0.99999688
 DA1414!UTM  12      -   0.99988585  x   1.00018072  =   1.00006654
 DA1414
 DA1414:                Primary Azimuth Mark                     Grid Az
 DA1414:SPC AZ C     -  TONEYS RANCH TANK                        022 49 44.8
 DA1414:UTM  12      -  TONEYS RANCH TANK                        023 19 15.7
 DA1414
 DA1414|---------------------------------------------------------------------|
 DA1414| PID    Reference Object                     Distance      Geod. Az  |
 DA1414|                                                           dddmmss.s |
 DA1414| DA1396 TONEYS RANCH TANK                   APPROX. 8.7 KM 0220458.7 |
 DA1414| CH2369 GRANITE RM                            7.070 METERS 02825     |
 DA1414| DA1415 PINTA                               APPROX.28.7 KM 2303147.4 |
 DA1414| DA1395 EAGLE TANK                          APPROX.25.8 KM 3503233.9 |
 DA1414|---------------------------------------------------------------------|
 DA1414
 DA1414                          SUPERSEDED SURVEY CONTROL
 DA1414
 DA1414  NAD 83(1986)-  32 25 39.65406(N)    113 18 28.49039(W) AD(       ) 2
 DA1414  NAD 27      -  32 25 39.45300(N)    113 18 25.83500(W) AD(       ) 2
 DA1414  NGVD 29 (06/20/88)  758.8    (m)         2489.     (f) VERT ANG    3  
 DA1414
 DA1414.Superseded values are not recommended for survey control.
 DA1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1414.See file dsdata.txt to determine how the superseded data were derived.
 DA1414
 DA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8299890188(NAD 83)
 DA1414_MARKER: DS = TRIANGULATION STATION DISK
 DA1414_SETTING: 66 = SET IN ROCK OUTCROP
 DA1414
 DA1414  HISTORY     - Date     Condition        Report By
 DA1414  HISTORY     - 1920     MONUMENTED       CGS
 DA1414  HISTORY     - 1962     GOOD             USGS
 DA1414
 DA1414                          STATION DESCRIPTION
 DA1414
 DA1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1414'TO REACH STATION TAKE ROAD FROM SENTINEL TO TONEYS RANCH
 DA1414'(ABOUT 25 MILES).  THEN GO S KEEPING E OF SEVERAL LOW HILLS FOR
 DA1414'ABOUT 3 MILES, THEN TURN W TO MOUNTAIN FOLLOWING UP A VALLEY
 DA1414'TO FOOT OF CANYON.  PACK UP CANYON TO RIDGE JUST S OF STATION
 DA1414'WHICH IS ON HIGHEST POINT.  GOOD WATER AT TONEYS WELL.
 DA1414'
 DA1414'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1414'HOLE IN OUTCROPPING BEDROCK.
 DA1414'
 DA1414'REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1414'HOLE IN A BOULDER.
 DA1414'
 DA1414'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.01 METERS.
 DA1414
 DA1414                          STATION RECOVERY (1962)
 DA1414
 DA1414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1414'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DA1414'REACHED BY HELICOPTER.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0987 ***********************************************************************
 ET0987  DESIGNATION -  GRANITE
 ET0987  PID         -  ET0987
 ET0987  STATE/COUNTY-  AZ/YAVAPAI
 ET0987  USGS QUAD   -  JEROME CANYON (1979)
 ET0987
 ET0987                         *CURRENT SURVEY CONTROL
 ET0987  ___________________________________________________________________
 ET0987* NAD 83(1992)-  34 38 16.45949(N)    112 33 12.53239(W)     ADJUSTED  
 ET0987* NAVD 88     -      2325.0    (meters)    7628.     (feet)  VERTCON   
 ET0987  ___________________________________________________________________
 ET0987  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 ET0987  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0987  HORZ ORDER  -  FIRST
 ET0987
 ET0987.The horizontal coordinates were established by classical geodetic methods
 ET0987.and adjusted by the National Geodetic Survey in August 1993.
 ET0987
 ET0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0987
 ET0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0987
 ET0987.The geoid height was determined by GEOID03.
 ET0987
 ET0987;                    North         East     Units Scale Factor Converg.
 ET0987;SPC AZ C     -   403,592.869   154,976.849   MT  0.99994200   -0 21 43.1
 ET0987;SPC AZ C     - 1,324,123.59    508,454.23   iFT  0.99994200   -0 21 43.1
 ET0987;UTM  12      - 3,833,986.655   357,614.411   MT  0.99984989   -0 52 59.3
 ET0987
 ET0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0987!SPC AZ C     -   0.99963931  x   0.99994200  =   0.99958134
 ET0987!UTM  12      -   0.99963931  x   0.99984989  =   0.99948926
 ET0987
 ET0987|---------------------------------------------------------------------|
 ET0987| PID    Reference Object                     Distance      Geod. Az  |
 ET0987|                                                           dddmmss.s |
 ET0987| CH2368 GRANITE RM 1                          8.365 METERS 02649     |
 ET0987| ET0888 PRESCOTT RAD FINDER CEN TWR         APPROX.12.2 KM 0394949.6 |
 ET0987| ET0887 PRESCOTT SOUTH BASE                 APPROX.14.1 KM 0610103.3 |
 ET0987| ET0988 GRANITE                              16.267 METERS 07611     |
 ET0987| CH2367 GRANITE AZ MK                                      0783846.7 |
 ET0987| CS3974 GRANITE                              16.267 METERS 08858     |
 ET0987|---------------------------------------------------------------------|
 ET0987
 ET0987                          SUPERSEDED SURVEY CONTROL
 ET0987
 ET0987  NAD 83(1986)-  34 38 16.45700(N)    112 33 12.53118(W) AD(       ) 1
 ET0987  NAD 27      -  34 38 16.36800(N)    112 33 09.91400(W) AD(       ) 1
 ET0987  NGVD 29 (07/19/86) 2324.1    (m)         7625.     (f) VERT ANG    3  
 ET0987
 ET0987.Superseded values are not recommended for survey control.
 ET0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0987.See file dsdata.txt to determine how the superseded data were derived.
 ET0987
 ET0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5761433987(NAD 83)
 ET0987_MARKER: DS = TRIANGULATION STATION DISK
 ET0987_SETTING: 66 = SET IN ROCK OUTCROP
 ET0987
 ET0987  HISTORY     - Date     Condition        Report By
 ET0987  HISTORY     - 1919     MONUMENTED       CGS
 ET0987  HISTORY     - 1935     GOOD             USFS
 ET0987  HISTORY     - 1944     GOOD             CGS
 ET0987  HISTORY     - 1969     GOOD             USGS
 ET0987
 ET0987                          STATION DESCRIPTION
 ET0987
 ET0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ET0987'STATION IS ABOUT 8 MILES AIR LINE AND 16 MILES BY ROAD AND TRAIL
 ET0987'NNW OF PRESCOTT.  IT IS ON THE HIGHEST PEAK OF GRANITE MOUNTAIN,
 ET0987'ON A SHELVING FLAT ROCK AT THE S SIDE OF THE SUMMIT, AND 3 OR
 ET0987'4 FEET LOWER THAN SOME OF THE SURROUNDING CRAGS.
 ET0987'
 ET0987'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 ET0987'BEDROCK.
 ET0987'
 ET0987'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.25 METERS.
 ET0987
 ET0987                          STATION RECOVERY (1935)
 ET0987
 ET0987'RECOVERY NOTE BY US FOREST SERVICE 1935
 ET0987'STATION IS ON HIGHEST, MOST RUGGED, SHARPEST, AND MOST PROMINENT
 ET0987'PEAK IN THE LOCALITY.  THIS MOUNTAIN IS WELL KNOWN LOCALLY
 ET0987'AS GRANITE MOUNTAIN.  STATION IS 8 MILES (AIR LINE) NNW OF
 ET0987'PRESCOTT.
 ET0987'
 ET0987'STATION MARK IS A BRONZE STATION DISK SET IN GRANITE LEDGE ROCK
 ET0987'AND IS STAMPED GRANITE 1919.
 ET0987'
 ET0987'STATION GRANITE (U.S.G.S.) IS 16.25 METERS DISTANT.
 ET0987'
 ET0987'TO REACH STATION FROM PRESCOTT, TAKE PRESCOTT-SKULL VALLEY
 ET0987'ROAD NW APPROXIMATELY 7 MILES TO ALTO SIDING.  THEN TAKE GRANITE
 ET0987'BASIN ROAD N APPROXIMATELY 3 MILES TO GRANITE BASIN.  THENCE
 ET0987'BY TRAIL W TO TOP OF GRANITE MOUNTAIN AND END OF TRAIL.  THENCE
 ET0987'N TO HIGHEST POINT.  ABOUT A 3-HOUR CLIMB FROM GRANITE BASIN.
 ET0987
 ET0987                          STATION RECOVERY (1944)
 ET0987
 ET0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0987'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  AN
 ET0987'ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK HAVE BEEN
 ET0987'ESTABLISHED.
 ET0987'
 ET0987'STATION IS LOCATED ON GRANITE MOUNTAIN, A HIGH AND PROMINENT MOUNTAIN
 ET0987'ABOUT 8 MILES NNW OF PRESCOTT.  THE MOUNTAIN IS WELL KNOWN
 ET0987'LOCALLY.
 ET0987'
 ET0987'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN A LARGE
 ET0987'BOULDER AND IS STAMPED GRANITE 1919.
 ET0987'
 ET0987'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN A
 ET0987'LARGE BOULDER AND IS STAMPED GRANITE NO 1 1944.  IT IS AT ABOUT THE
 ET0987'SAME ELEVATION AS STATION MARK.
 ET0987'
 ET0987'REFERENCE MARK 2 IS GRANITE (U.S.G.S.).
 ET0987'
 ET0987'GRANITE USGS IS A STANDARD U.S GEOLOGICAL SURVEY BENCH MARK
 ET0987'DISK SET IN A LARGE BOULDER THAT FORMS THE HIGHEST POINT
 ET0987'OF THE PEAK.  MARK IS NOT STAMPED.  IT IS 16.252 METERS
 ET0987'(53.318 FEET) ENE OF U.S.C. AND G.S. STATION GRANITE AND ABOUT
 ET0987'7 FEET HIGHER.
 ET0987'
 ET0987'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 ET0987'BEDROCK AND IS STAMPED GRANITE 1944.  IT IS 24 FEET E OF THE
 ET0987'CENTER LINE OF ROAD AND ABOUT 5 FEET HIGHER THAN THE ROADBED.
 ET0987'
 ET0987'TO REACH STATION FROM PRESCOTT, TAKE LEFT FORK AT THE MILLER
 ET0987'VALLEY SCHOOL FOR 2.9 MILES TO A RIGHT FORK AT WHICH IS A
 ET0987'LARGE SIGN READING GRANITE BASIN RECREATION AREA.  HERE TAKE
 ET0987'RIGHT FORK AND CONTINUE FOR 1.6 MILES TO A FORKS, KEEP RIGHT
 ET0987'AND CONTINUE FOR 0.5 MILE.  AT THIS POINT A LARGE ROCK OUTCROP
 ET0987'WILL BE SEEN TO THE RIGHT OF THE ROAD AND IT IS IN THIS OUTCROP
 ET0987'THAT THE AZIMUTH MARK HAS BEEN PLACED.  FROM THIS POINT
 ET0987'CONTINUE 1.1 MILES TO A JUNCTION.  CONTINUE STRAIGHT AHEAD ON
 ET0987'GRADED ROAD FOR 0.9 MILE TO A WASH, CROSS WASH AND PASS
 ET0987'THROUGH THE GATE AND CONTINUE FOR 0.1 MILE TO THE END OF TRUCK
 ET0987'TRAVEL.  THE PEAK CANNOT BE SEEN FROM THIS POINT.  PACK TO THE
 ET0987'RIGHT AROUND SOME LARGE ROCK CLIFFS AND THENCE THROUGH A
 ET0987'SADDLE AND INTO A CANYON.  FROM HERE A DEEP AND ROUGH CANYON
 ET0987'CAN BE SEEN LEADING UP TO THE PEAK.  PACK INTO THIS CANYON
 ET0987'AND FOLLOW IT TO THE PEAK.  THE STATION IS ABOUT 16 METERS
 ET0987'WSW OF THE HIGHEST POINT AND IS IN A LARGE BOULDER WHICH
 ET0987'BREAKS OFF SHARPLY TO THE S.
 ET0987
 ET0987                          STATION RECOVERY (1969)
 ET0987
 ET0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0987'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.  POWER
 ET0987'GROUND-HOLD LANDING CAN BE MADE ABOUT 100 YARDS E. OF STATION.
 ET0987'TRAIL NOW LEADS UP MOUNTAIN ON NORTHWEST SIDE OF PEAK.
 ET0987'
 ET0987'GRANITE USGS--STANDARD TABLET, UNSTAMPED, CEMENTED IN DRILL HOLE
 ET0987'IN GRANITE BOULDER ON HIGHEST POINT OF TOP, 4.1 FT ABOVE STATION
 ET0987'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0988 ***********************************************************************
 ET0988  DESIGNATION -  GRANITE
 ET0988  PID         -  ET0988
 ET0988  STATE/COUNTY-  AZ/YAVAPAI
 ET0988  USGS QUAD   -  JEROME CANYON (1979)
 ET0988
 ET0988                         *CURRENT SURVEY CONTROL
 ET0988  ___________________________________________________________________
 ET0988* NAD 83(1992)-  34 38 16.58553(N)    112 33 11.91217(W)     ADJUSTED  
 ET0988* NAVD 88     -      2326.5    (meters)    7633.     (feet)  VERTCON   
 ET0988  ___________________________________________________________________
 ET0988  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 ET0988  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0988  HORZ ORDER  -  SECOND
 ET0988
 ET0988.The horizontal coordinates were established by classical geodetic methods
 ET0988.and adjusted by the National Geodetic Survey in August 1993.
 ET0988
 ET0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0988
 ET0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0988
 ET0988.The geoid height was determined by GEOID03.
 ET0988
 ET0988;                    North         East     Units Scale Factor Converg.
 ET0988;SPC AZ C     -   403,596.652   154,992.669   MT  0.99994198   -0 21 42.7
 ET0988;SPC AZ C     - 1,324,136.00    508,506.13   iFT  0.99994198   -0 21 42.7
 ET0988;UTM  12      - 3,833,990.295   357,630.263   MT  0.99984983   -0 52 58.9
 ET0988
 ET0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0988!SPC AZ C     -   0.99963908  x   0.99994198  =   0.99958108
 ET0988!UTM  12      -   0.99963908  x   0.99984983  =   0.99948896
 ET0988
 ET0988:                Primary Azimuth Mark                     Grid Az
 ET0988:SPC AZ C     -  SIMMONS                                  356 20 48.3
 ET0988:UTM  12      -  SIMMONS                                  356 52 04.5
 ET0988
 ET0988|---------------------------------------------------------------------|
 ET0988| PID    Reference Object                     Distance      Geod. Az  |
 ET0988|                                                           dddmmss.s |
 ET0988| ET0983 SIMMONS                             APPROX.22.7 KM 3555905.6 |
 ET0988|---------------------------------------------------------------------|
 ET0988
 ET0988                          SUPERSEDED SURVEY CONTROL
 ET0988
 ET0988  NAD 83(1986)-  34 38 16.58299(N)    112 33 11.91124(W) AD(       ) 2
 ET0988  NAD 27      -  34 38 16.49400(N)    112 33 09.29400(W) AD(       ) 2
 ET0988  NGVD 29 (05/08/89) 2325.6    (m)         7630.     (f) VERT ANG    3  
 ET0988
 ET0988.Superseded values are not recommended for survey control.
 ET0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0988.See file dsdata.txt to determine how the superseded data were derived.
 ET0988
 ET0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5763033990(NAD 83)
 ET0988_MARKER: DS = TRIANGULATION STATION DISK
 ET0988_SETTING: 80 = SET IN A BOULDER
 ET0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0988+STABILITY: SURFACE MOTION
 ET0988
 ET0988  HISTORY     - Date     Condition        Report By
 ET0988  HISTORY     - 1903     MONUMENTED       USGS
 ET0988  HISTORY     - 1944     GOOD             CGS
 ET0988  HISTORY     - 1972     GOOD             AZHD
 ET0988
 ET0988                          STATION DESCRIPTION
 ET0988
 ET0988'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 ET0988'LOCATED 9 MI NW. OF PRESCOTT.  ON GRANITE MTN.
 ET0988'
 ET0988'TO REACH NOT GIVEN.
 ET0988'
 ET0988'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 ET0988'HIGHEST GRANITE BOULDER.
 ET0988'
 ET0988'RMS--NONE SET.
 ET0988
 ET0988                          STATION RECOVERY (1944)
 ET0988
 ET0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0988'STATION IS LOCATED ON GRANITE MOUNTAIN, A HIGH AND PROMINENT
 ET0988'PEAK ABOUT 8 MILES NNW OF PRESCOTT.  THE MOUNTAIN IS WELL
 ET0988'KNOWN LOCALLY.
 ET0988'
 ET0988'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 ET0988'DISK SET IN A LARGE BOULDER THAT FORMS THE HIGHEST POINT
 ET0988'OF THE PEAK.  MARK IS NOT STAMPED.  IT IS 16.252 METERS
 ET0988'(53.318 FEET) ENE OF U.S.C. AND G.S. STATION GRANITE AND ABOUT
 ET0988'7 FEET HIGHER.
 ET0988
 ET0988                          STATION RECOVERY (1972)
 ET0988
 ET0988'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0988'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 ET0988'USE HORSE TRAIL AT DEAD END ROAD IN GRANITE BASIN RECREATION AREA.
 ET0988'THE TRAIL STARTS HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2257 ***********************************************************************
 DV2257  DESIGNATION -  GRANITE
 DV2257  PID         -  DV2257
 DV2257  STATE/COUNTY-  AZ/MARICOPA
 DV2257  USGS QUAD   -  UNION HILLS (1981)
 DV2257
 DV2257                         *CURRENT SURVEY CONTROL
 DV2257  ___________________________________________________________________
 DV2257* NAD 83(1992)-  33 39 59.20960(N)    112 00 13.02570(W)     ADJUSTED  
 DV2257* NAVD 88     -       474.4    (meters)    1556.     (feet)  VERTCON   
 DV2257  ___________________________________________________________________
 DV2257  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DV2257  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV2257  HORZ ORDER  -  SECOND
 DV2257
 DV2257.The horizontal coordinates were established by classical geodetic methods
 DV2257.and adjusted by the National Geodetic Survey in August 1993.
 DV2257
 DV2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2257
 DV2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2257
 DV2257.The geoid height was determined by GEOID03.
 DV2257
 DV2257;                    North         East     Units Scale Factor Converg.
 DV2257;SPC AZ C     -   295,663.462   205,296.540   MT  0.99990080   -0 02 53.5
 DV2257;SPC AZ C     -   970,024.48    673,545.08   iFT  0.99990080   -0 02 53.5
 DV2257;UTM  12      - 3,725,625.073   406,955.499   MT  0.99970673   -0 33 23.1
 DV2257
 DV2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2257!SPC AZ C     -   0.99993015  x   0.99990080  =   0.99983095
 DV2257!UTM  12      -   0.99993015  x   0.99970673  =   0.99963690
 DV2257
 DV2257|---------------------------------------------------------------------|
 DV2257| PID    Reference Object                     Distance      Geod. Az  |
 DV2257|                                                           dddmmss.s |
 DV2257| CR9783 GRANITE RM 1                         12.257 METERS 12236     |
 DV2257| DV1831 GRANITE AZ MK                       APPROX. 0.9 KM 2705909.7 |
 DV2257| CR9784 GRANITE RM 2                         12.121 METERS 30526     |
 DV2257|---------------------------------------------------------------------|
 DV2257
 DV2257                          SUPERSEDED SURVEY CONTROL
 DV2257
 DV2257  NAD 83(1986)-  33 39 59.20417(N)    112 00 13.03160(W) AD(       ) 2
 DV2257  NGVD 29 (11/30/89)  473.8    (m)         1554.     (f) VERT ANG    3  
 DV2257
 DV2257.Superseded values are not recommended for survey control.
 DV2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2257.See file dsdata.txt to determine how the superseded data were derived.
 DV2257
 DV2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0695525625(NAD 83)
 DV2257_MARKER: DS = TRIANGULATION STATION DISK
 DV2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2257+STABILITY: SURFACE MOTION
 DV2257
 DV2257  HISTORY     - Date     Condition        Report By
 DV2257  HISTORY     - 1983     MONUMENTED       AZDT
 DV2257  HISTORY     - 20020823 GOOD             USPSQD
 DV2257  HISTORY     - 20080719 MARK NOT FOUND   GEOCAC
 DV2257
 DV2257                          STATION DESCRIPTION
 DV2257
 DV2257'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV2257'THE STATION IS LOCATED ON THE BUREAU OF LAND MANAGEMENT FLOOD CONTROLL
 DV2257'DIKE IN NORTHERN PHOENIX 1/2 MILE EAST OF 32ND STREET.
 DV2257'
 DV2257'THE STATION MARK IS AN AZDT DISK STAMPED---GRANITE 1983---.  IT IS SET
 DV2257'IN TOP OF A 10 INCH CONCRETE MONUMENT 20 FEET NORTHEAST OF THE WITNESS
 DV2257'POST.
 DV2257'
 DV2257'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRANITE RM 1 1983---.  IT
 DV2257'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT BY A WITNESS POST.
 DV2257'
 DV2257'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRANITE RM 2 1983---.  IT
 DV2257'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT BY A WITNESS POST.
 DV2257'
 DV2257'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---GRANITE AZ 1983---.  IT IS
 DV2257'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 42 FEET WEST OF 32ND
 DV2257'STREET AND MARKED WITH A WITNESS POST AND SIGN.
 DV2257'
 DV2257'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV2257'AND BEARDSLY ROAD IN NORTHERN PHOENIX, TRAVEL EAST ALONG BEARDSLY ROAD
 DV2257'4.75 MILES TO CAVE CREEK ROAD.  TURN LEFT ALONG CAVE CREEK ROAD FOR
 DV2257'1.7 MILES TO A LOCKED GATE ON THE RIGH T AT END OF DIKE.  PASS THROUGH
 DV2257'GATE AND TRAVEL ON TOP OF DIKE FOR 2.9 MILES TO STATION.  TO OBTAIN A
 DV2257'KEY TO LOCKED GATE CALL 252 2134.
 DV2257'
 DV2257'TO REACH THE AZIMUTH MARK CONTINUE EAST ALONG BEARDSLY ROAD FROM CAVE
 DV2257'CREEK ROAD TO 32ND STREET.  TURN RIGHT ALONG 32ND STREET FOR 0.2 MILE
 DV2257'TO THE MARK ON THE RIGHT.
 DV2257
 DV2257                          STATION RECOVERY (2002)
 DV2257
 DV2257'RECOVERY NOTE BY US POWER SQUADRON 2002 (DA)
 DV2257'RECOVERED IN GOOD CONDITION.
 DV2257
 DV2257                          STATION RECOVERY (2008)
 DV2257
 DV2257'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV2257'A SEARCH OF THE AREA REVEALED NO EVIDENCE OF MONUMENTS WITH MARKS OR A
 DV2257'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1165 ***********************************************************************
 ES1165  DESIGNATION -  GRANITE
 ES1165  PID         -  ES1165
 ES1165  STATE/COUNTY-  AZ/YAVAPAI
 ES1165  USGS QUAD   -  DUGAS (1967)
 ES1165
 ES1165                         *CURRENT SURVEY CONTROL
 ES1165  ___________________________________________________________________
 ES1165* NAD 83(1992)-  34 16 24.15737(N)    111 53 40.28061(W)     ADJUSTED  
 ES1165* NAVD 88     -      1733.8    (meters)    5688.     (feet)  VERTCON   
 ES1165  ___________________________________________________________________
 ES1165  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 ES1165  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ES1165  HORZ ORDER  -  THIRD
 ES1165
 ES1165.The horizontal coordinates were established by classical geodetic methods
 ES1165.and adjusted by the National Geodetic Survey in August 1993.
 ES1165
 ES1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1165
 ES1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1165
 ES1165.The geoid height was determined by GEOID03.
 ES1165
 ES1165;                    North         East     Units Scale Factor Converg.
 ES1165;SPC AZ C     -   362,975.350   215,399.013   MT  0.99990005   +0 00 44.9
 ES1165;SPC AZ C     - 1,190,864.01    706,689.68   iFT  0.99990005   +0 00 44.9
 ES1165;UTM  12      - 3,792,830.154   417,657.132   MT  0.99968358   -0 30 13.6
 ES1165
 ES1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1165!SPC AZ C     -   0.99973207  x   0.99990005  =   0.99963214
 ES1165!UTM  12      -   0.99973207  x   0.99968358  =   0.99941573
 ES1165
 ES1165|---------------------------------------------------------------------|
 ES1165| PID    Reference Object                     Distance      Geod. Az  |
 ES1165|                                                           dddmmss.s |
 ES1165| CS6526 GRANITE RM 2                          6.382 METERS 07408     |
 ES1165| CS6525 GRANITE RM 1                          6.352 METERS 35647     |
 ES1165|---------------------------------------------------------------------|
 ES1165
 ES1165                          SUPERSEDED SURVEY CONTROL
 ES1165
 ES1165  NAD 83(1992)-  34 16 24.15226(N)    111 53 40.27992(W) AD(       ) 3
 ES1165  NGVD 29 (10/09/91) 1733.0    (m)         5686.     (f) VERT ANG    3  
 ES1165
 ES1165.Superseded values are not recommended for survey control.
 ES1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1165.See file dsdata.txt to determine how the superseded data were derived.
 ES1165
 ES1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1765792830(NAD 83)
 ES1165_MARKER: DD = SURVEY DISK
 ES1165_SETTING: 80 = SET IN A BOULDER
 ES1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1165+STABILITY: SURFACE MOTION
 ES1165
 ES1165  HISTORY     - Date     Condition        Report By
 ES1165  HISTORY     - 1966     MONUMENTED       USGS
 ES1165
 ES1165                          STATION DESCRIPTION
 ES1165
 ES1165'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1165'LOCATED 6.2 MI S. AND 5 MI E. OF DUGAS.  ON LARGE ROCK AT NORTH
 ES1165'EDGE OF GRANITE PEAK.
 ES1165'
 ES1165'REACHED BY HELICOPTER.
 ES1165'
 ES1165'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---GRANITE 1966---,
 ES1165'CEMENTED IN BOULDER.
 ES1165'
 ES1165'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 ES1165'HOLE IN TOP OF ROCK OUTCROP.
 ES1165'
 ES1165'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 ES1165'HOLE IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2274 ***********************************************************************
 DV2274  DESIGNATION -  GRANITE
 DV2274  PID         -  DV2274
 DV2274  STATE/COUNTY-  AZ/MARICOPA
 DV2274  USGS QUAD   -  HOPE (1990)
 DV2274
 DV2274                         *CURRENT SURVEY CONTROL
 DV2274  ___________________________________________________________________
 DV2274* NAD 83(1992)-  33 43 38.54168(N)    113 41 12.61020(W)     ADJUSTED  
 DV2274* NAVD 88     -       567.9    (meters)    1863.     (feet)  VERTCON   
 DV2274  ___________________________________________________________________
 DV2274  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DV2274  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV2274  HORZ ORDER  -  SECOND
 DV2274
 DV2274.The horizontal coordinates were established by classical geodetic methods
 DV2274.and adjusted by the National Geodetic Survey in August 1993.
 DV2274
 DV2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2274
 DV2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2274
 DV2274.The geoid height was determined by GEOID03.
 DV2274
 DV2274;                    North         East     Units Scale Factor Converg.
 DV2274;SPC AZ C     -   303,824.436    49,308.996   MT  1.00023169   -0 58 59.1
 DV2274;SPC AZ C     -   996,799.33    161,774.92   iFT  1.00023169   -0 58 59.1
 DV2274;SPC AZ W     -   302,428.946   219,213.563   MT  0.99993376   +0 02 06.3
 DV2274;SPC AZ W     -   992,220.95    719,204.60   iFT  0.99993376   +0 02 06.3
 DV2274;UTM  12      - 3,735,170.712   251,051.387   MT  1.00036410   -1 29 33.4
 DV2274
 DV2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2274!SPC AZ C     -   0.99991570  x   1.00023169  =   1.00014737
 DV2274!SPC AZ W     -   0.99991570  x   0.99993376  =   0.99984947
 DV2274!UTM  12      -   0.99991570  x   1.00036410  =   1.00027977
 DV2274
 DV2274|---------------------------------------------------------------------|
 DV2274| PID    Reference Object                     Distance      Geod. Az  |
 DV2274|                                                           dddmmss.s |
 DV2274| CS6635 GRANITE RM 1                          5.163 METERS 05421     |
 DV2274| CS6636 GRANITE RM 2                          7.089 METERS 18859     |
 DV2274|---------------------------------------------------------------------|
 DV2274
 DV2274                          SUPERSEDED SURVEY CONTROL
 DV2274
 DV2274  NAD 83(1986)-  33 43 38.53590(N)    113 41 12.62065(W) AD(       ) 2
 DV2274  NGVD 29 (11/27/91)  567.2    (m)         1861.     (f) VERT ANG    3  
 DV2274
 DV2274.Superseded values are not recommended for survey control.
 DV2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2274.See file dsdata.txt to determine how the superseded data were derived.
 DV2274
 DV2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5105135171(NAD 83)
 DV2274_MARKER: DS = TRIANGULATION STATION DISK
 DV2274_SETTING: 80 = SET IN A BOULDER
 DV2274_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2274+STABILITY: SURFACE MOTION
 DV2274
 DV2274  HISTORY     - Date     Condition        Report By
 DV2274  HISTORY     - 1985     MONUMENTED       AZDT
 DV2274
 DV2274                          STATION DESCRIPTION
 DV2274
 DV2274'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2274'THE STATION IS LOCATED 5-3/4 MILES SOUTHWEST OF SALOME, 1 MILE EAST OF
 DV2274'HOPE AND ABOUT 600 FEET NORTH OF U.S. HIGHWAY 60.
 DV2274'
 DV2274'THE STATION MARK IS AN AZDT DISK STAMPED---GRANITE 1985---.  IT IS SET
 DV2274'IN A DRILL HOLE IN A LARGE BOULDER WHICH IS 6 FEET NORTHEAST OF THE
 DV2274'WITNESS POST AND 12 FEET WEST OF A POWER POLE WITH AN ANTENNA ON TOP.
 DV2274'
 DV2274'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRANITE RM 1 1985---.  IT
 DV2274'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2274'
 DV2274'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRANITE RM 2 1985---.  IT
 DV2274'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2274'
 DV2274'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV2274'U.S. HIGHWAY 60 FOR 5.0 MILES TO AN OLD BLADED ROAD ON THE RIGHT AT
 DV2274'MILE POST 52.4.  TURN RIGHT PASSING THROUGH A GATE AND TRAVEL WEST FOR
 DV2274'0.15 MILES TO A FORK.  TAKE THE LEFT FORK WEST FOR 0.1 MILE TO A
 DV2274'CROSSROAD.  TURN LEFT AND TRAVEL SOUTHWEST FOR 0.8 MILE CROSSING A
 DV2274'LARGE WASH AND UP THE HILL TO A RAILROAD RADIO POWER BOX AND END OF
 DV2274'TRUCK TRAVEL.  PACK SOUTH TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1831 ***********************************************************************
 DV1831  DESIGNATION -  GRANITE AZ MK
 DV1831  PID         -  DV1831
 DV1831  STATE/COUNTY-  AZ/MARICOPA
 DV1831  USGS QUAD   -  UNION HILLS (1981)
 DV1831
 DV1831                         *CURRENT SURVEY CONTROL
 DV1831  ___________________________________________________________________
 DV1831* NAD 83(1992)-  33 39 59.73686(N)    112 00 49.77186(W)     NO CHECK  
 DV1831* NAVD 88     -       459.868  (meters)    1508.75   (feet)  ADJUSTED  
 DV1831  ___________________________________________________________________
 DV1831  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DV1831  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV1831  DYNAMIC HT  -         459.328 (meters)    1506.98  (feet)  COMP
 DV1831  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 DV1831
 DV1831  HORZ ORDER  -  SECOND
 DV1831  VERT ORDER  -  SECOND    CLASS I
 DV1831
 DV1831.The horizontal coordinates were established by classical geodetic methods
 DV1831.and adjusted by the National Geodetic Survey in August 1993.
 DV1831.No horizontal observational check was made to the station.
 DV1831
 DV1831.The orthometric height was determined by differential leveling
 DV1831.and adjusted in November 1993.
 DV1831
 DV1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1831
 DV1831.The geoid height was determined by GEOID03.
 DV1831
 DV1831.The dynamic height is computed by dividing the NAVD 88
 DV1831.geopotential number by the normal gravity value computed on the
 DV1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1831.degrees latitude (g = 980.6199 gals.).
 DV1831
 DV1831.The modeled gravity was interpolated from observed gravity values.
 DV1831
 DV1831;                    North         East     Units Scale Factor Converg.
 DV1831;SPC AZ C     -   295,680.549   204,349.984   MT  0.99990100   -0 03 13.9
 DV1831;SPC AZ C     -   970,080.54    670,439.58   iFT  0.99990100   -0 03 13.9
 DV1831;UTM  12      - 3,725,650.550   406,009.314   MT  0.99970891   -0 33 43.4
 DV1831
 DV1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1831!SPC AZ C     -   0.99993243  x   0.99990100  =   0.99983343
 DV1831!UTM  12      -   0.99993243  x   0.99970891  =   0.99964136
 DV1831
 DV1831                          SUPERSEDED SURVEY CONTROL
 DV1831
 DV1831  NAD 83(1986)-  33 39 59.73148(N)    112 00 49.77777(W) AD(       ) 2
 DV1831  NGVD 29 (11/30/89)  459.3    (m)         1507.     (f) LEVELING    3  
 DV1831
 DV1831.Superseded values are not recommended for survey control.
 DV1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1831.See file dsdata.txt to determine how the superseded data were derived.
 DV1831
 DV1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0600925651(NAD 83)
 DV1831_MARKER: DZ = AZIMUTH MARK DISK
 DV1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1831_SP_SET: CONCRETE POST
 DV1831_STAMPING: GRANITE AZ 1983
 DV1831_MARK LOGO: AZDT  
 DV1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1831+STABILITY: SURFACE MOTION
 DV1831
 DV1831  HISTORY     - Date     Condition        Report By
 DV1831  HISTORY     - 1983     MONUMENTED       AZDT
 DV1831  HISTORY     - 1984     GOOD             AZDT
 DV1831  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DV1831
 DV1831                          STATION DESCRIPTION
 DV1831
 DV1831'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1831'IN PHOENIX.
 DV1831'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1831'TRAVEL EAST ALONG BEARDSLY ROAD FOR 9.26 KM (5.75 MI) TO 32ND STREET,
 DV1831'THENCE SOUTH FOR 0.322 KM (0.20 MI) TO THE MARK ON THE LEFT, 12.8
 DV1831'METERS (42.0 FT) WEST OF 32ND STREET, AND AN AZDT ALUMINUM CAP SET IN
 DV1831'A CONCRETE POST.
 DV1831
 DV1831                          STATION RECOVERY (2004)
 DV1831
 DV1831'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2048 ***********************************************************************
 DU2048  DESIGNATION -  GRANITE MOUNTAIN
 DU2048  PID         -  DU2048
 DU2048  STATE/COUNTY-  AZ/PINAL
 DU2048  USGS QUAD   -  TEAPOT MOUNTAIN (1978)
 DU2048
 DU2048                         *CURRENT SURVEY CONTROL
 DU2048  ___________________________________________________________________
 DU2048* NAD 83(1992)-  33 09 44.41754(N)    111 01 36.91122(W)     ADJUSTED  
 DU2048* NAVD 88     -      1235.6    (meters)    4054.     (feet)  VERTCON   
 DU2048  ___________________________________________________________________
 DU2048  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 DU2048  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DU2048  HORZ ORDER  -  FIRST
 DU2048
 DU2048.The horizontal coordinates were established by classical geodetic methods
 DU2048.and adjusted by the National Geodetic Survey in August 1993.
 DU2048
 DU2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2048
 DU2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2048
 DU2048.The geoid height was determined by GEOID03.
 DU2048
 DU2048;                    North         East     Units Scale Factor Converg.
 DU2048;SPC AZ C     -   240,106.507   296,350.150   MT  0.99998489   +0 29 12.2
 DU2048;SPC AZ C     -   787,751.01    972,277.40   iFT  0.99998489   +0 29 12.2
 DU2048;UTM  12      - 3,669,284.330   497,489.881   MT  0.99960008   -0 00 53.0
 DU2048
 DU2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2048!SPC AZ C     -   0.99981054  x   0.99998489  =   0.99979543
 DU2048!UTM  12      -   0.99981054  x   0.99960008  =   0.99941070
 DU2048
 DU2048|---------------------------------------------------------------------|
 DU2048| PID    Reference Object                     Distance      Geod. Az  |
 DU2048|                                                           dddmmss.s |
 DU2048| CH5251 GRANITE MOUNTAIN RM 1                 8.290 METERS 09833     |
 DU2048| CH5252 GRANITE MOUNTAIN RM 2                10.990 METERS 19508     |
 DU2048| CH5250 GRANITE MOUNTAIN AZ MK                             3281248.2 |
 DU2048|---------------------------------------------------------------------|
 DU2048
 DU2048                          SUPERSEDED SURVEY CONTROL
 DU2048
 DU2048  NAD 83(1986)-  33 09 44.41194(N)    111 01 36.91151(W) AD(       ) 1
 DU2048  NAD 27      -  33 09 44.19570(N)    111 01 34.50090(W) AD(       ) 1
 DU2048  NGVD 29 (07/19/86) 1234.9    (m)         4052.     (f) VERT ANG    3  
 DU2048
 DU2048.Superseded values are not recommended for survey control.
 DU2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2048.See file dsdata.txt to determine how the superseded data were derived.
 DU2048
 DU2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9749069284(NAD 83)
 DU2048_MARKER: DS = TRIANGULATION STATION DISK
 DU2048_SETTING: 66 = SET IN ROCK OUTCROP
 DU2048_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 DU2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2048
 DU2048  HISTORY     - Date     Condition        Report By
 DU2048  HISTORY     - 1935     MONUMENTED       CGS
 DU2048  HISTORY     - 1936     GOOD             CGS
 DU2048  HISTORY     - 1946     GOOD             USGS
 DU2048  HISTORY     - 1947     GOOD             CGS
 DU2048  HISTORY     - 1963     GOOD             USGS
 DU2048
 DU2048                          STATION DESCRIPTION
 DU2048
 DU2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DU2048'ABOUT 10-1/2 MILES SOUTH-SOUTHEAST OF SUPERIOR AND 3 MILES
 DU2048'WEST OF THE MINING TOWN OF RAY, ON THE SUMMIT OF THE WESTERLY
 DU2048'AND HIGHEST PEAK OF GRANITE MOUNTAIN, A PROMINENT AND WELL-KNOWN
 DU2048'PEAK LYING AT THE NORTH END OF THE EXTENSIVE AND RUGGED RANGE
 DU2048'KNOWN AS THE SPINE AND ABOUT 1-1/2 MILES SOUTH OF THE
 DU2048'RAY-SUPERIOR HIGHWAY.  IN THE CENTER OF THE BARE SUMMIT, ABOUT
 DU2048'ON THE CENTERLINE OF THE SHALLOW SADDLE TO THE NORTH.  MARKED
 DU2048'BY A STANDARD DISK SET IN CONCRETE IN A DEPRESSION IN BEDROCK.
 DU2048'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DU2048'DISK, IS SOUTHEAST OF THE STATION ON A SLIGHT,
 DU2048'ROCKY RISE AND 8.290 METERS (27.20 FEET) FROM STATION
 DU2048'S 81 DEG 22 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU2048'BRONZE REFERENCE DISK, IS AT SOUTH EDGE OF THE
 DU2048'SUMMIT AND 10.998 METERS (36.08 FEET) FROM STATION
 DU2048'S 15 DEG 08 MIN W.  THE AZIMUTH MARK (1936), A STANDARD
 DU2048'BRONZE DISK, IS 200 FEET SOUTH OF THE
 DU2048'RAY-SUPERIOR HIGHWAY, 140 FEET EAST OF DIM TRACK ROAD LEADING
 DU2048'TOWARDS BASE OF RIDGE, ON THE LOWER SUMMIT AT THE NORTH END
 DU2048'OF A SMALL LIMESTONE KNOLL, ON THE RIDGE LINE, IN A LOW,
 DU2048'SHARP, OUTCROP OF BEDROCK AND 2 MILES FROM STATION
 DU2048'N 31 DEG 47 MIN W.
 DU2048
 DU2048                          STATION RECOVERY (1946)
 DU2048
 DU2048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2048'RECOVERED IN GOOD CONDITION.
 DU2048
 DU2048                          STATION RECOVERY (1947)
 DU2048
 DU2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2048'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 DU2048'DESCRIBED WITH THE EXCEPTION OF DIFFERENCE IN DIRECTION TO
 DU2048'REFERENCE MARK NO. 1 AND DIFFERENCE IN DISTANCE TO REFERENCE
 DU2048'MARK NO. 2.
 DU2048'
 DU2048'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH-SOUTHEAST OF
 DU2048'SUPERIOR AND 3.0 MILES WEST OF THE MINING TOWN OF RAY, ON THE
 DU2048'SUMMIT OF THE WESTERLY AND HIGHEST PEAK OF GRANITE MOUNTAIN.
 DU2048'IN THE CENTER OF A BARE SUMMIT SET IN OUTCROPPING BEDROCK
 DU2048'FLUSH WITH THE GROUND SURFACE AND IS STAMPED GRANITE MT. 1935.
 DU2048'
 DU2048'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DU2048'THE STATION, SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 DU2048'SURFACE AND STAMPED GRANITE MT NO 1 1935.
 DU2048'
 DU2048'REFERENCE MARK NO. 2 IS APPROXIMATELY 14 INCHES LOWER THAN
 DU2048'THE STATION, SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 DU2048'SURFACE AND STAMPED GRANITE MT NO 2 1935.
 DU2048'
 DU2048'THE AZIMUTH MARK IS ON A LOW KNOLL 200 FEET SOUTH OF THE RAY
 DU2048'SUPERIOR HIGHWAY, 132 FEET SOUTHEAST OF CENTER LINE OF ROAD
 DU2048'TO STATION JUST AFTER RIGHT TURN OFF HIGHWAY MENTIONED IN
 DU2048'DESCRIPTION, ON THE LOWER SUMMIT AT THE NORTH END OF A SMALL
 DU2048'LIMESTONE KNOLL SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU2048'6 INCHES AND STAMPED GRANITE MOUNTAIN 1935 AND 1936.
 DU2048'
 DU2048'TO REACH FROM THE POST OFFICE IN SUPERIOR.  GO NORTHEAST ON
 DU2048'THE GLOBE HIGHWAY FOR 0.15 MILE TO THE JUNCTION OF THE RAY
 DU2048'HIGHWAY WITH U.S. ROUTES 60 AND 70 JUST AFTER CROSSING QUEEN
 DU2048'CREEK BRIDGE.  HERE KEEP STRAIGHT AHEAD ON THE RAY HIGHWAY
 DU2048'FOR 11.0 MILES TO THE REMAINS OF SEVERAL OLD BUILDINGS ON
 DU2048'THE RIGHT AT THE BOTTOM OF A CANYON, CONTINUE STRAIGHT AHEAD
 DU2048'FOR 0.6 MILE TO THE INTERSECTION OF A SIDE ROAD RIGHT.  TURN
 DU2048'RIGHT LEAVING MAIN HIGHWAY (AZIMUTH MARK IS ON THE LOW KNOLL
 DU2048'TO THE LEFT) AND GO 0.15 MILE TO AN OLD SLAG PILE ON THE LEFT
 DU2048'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 DU2048'SOUTH-SOUTHEAST TO THE HIGHEST POINT AND STATION SITE.  A 1
 DU2048'1/4 HOUR PACK.
 DU2048'
 DU2048'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DU2048
 DU2048                          STATION RECOVERY (1963)
 DU2048
 DU2048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1888 ***********************************************************************
 DU1888  DESIGNATION -  GRANITE MTN
 DU1888  PID         -  DU1888
 DU1888  STATE/COUNTY-  AZ/GILA
 DU1888  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1888
 DU1888                         *CURRENT SURVEY CONTROL
 DU1888  ___________________________________________________________________
 DU1888* NAD 83(1992)-  33 31 13.87260(N)    111 03 42.54407(W)     ADJUSTED  
 DU1888* NAVD 88     -      1557.0    (meters)    5108.     (feet)  VERTCON   
 DU1888  ___________________________________________________________________
 DU1888  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DU1888  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DU1888  HORZ ORDER  -  THIRD
 DU1888
 DU1888.The horizontal coordinates were established by classical geodetic methods
 DU1888.and adjusted by the National Geodetic Survey in August 1993.
 DU1888
 DU1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1888
 DU1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1888
 DU1888.The geoid height was determined by GEOID03.
 DU1888
 DU1888;                    North         East     Units Scale Factor Converg.
 DU1888;SPC AZ E     -   279,834.923   130,206.897   MT  0.99998522   -0 29 39.7
 DU1888;SPC AZ E     -   918,093.58    427,187.98   iFT  0.99998522   -0 29 39.7
 DU1888;SPC AZ C     -   279,803.346   292,769.201   MT  0.99997772   +0 28 19.6
 DU1888;SPC AZ C     -   917,989.98    960,528.87   iFT  0.99997772   +0 28 19.6
 DU1888;UTM  12      - 3,708,995.985   494,259.385   MT  0.99960041   -0 02 02.9
 DU1888
 DU1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1888!SPC AZ E     -   0.99976000  x   0.99998522  =   0.99974523
 DU1888!SPC AZ C     -   0.99976000  x   0.99997772  =   0.99973773
 DU1888!UTM  12      -   0.99976000  x   0.99960041  =   0.99936051
 DU1888
 DU1888:                Primary Azimuth Mark                     Grid Az
 DU1888:SPC AZ E     -  PINE                                     241 34 21.5
 DU1888:SPC AZ C     -  PINE                                     240 36 22.2
 DU1888:UTM  12      -  PINE                                     241 06 44.7
 DU1888
 DU1888|---------------------------------------------------------------------|
 DU1888| PID    Reference Object                     Distance      Geod. Az  |
 DU1888|                                                           dddmmss.s |
 DU1888| DU1899 PINE                                APPROX. 5.4 KM 2410441.8 |
 DU1888|---------------------------------------------------------------------|
 DU1888
 DU1888                          SUPERSEDED SURVEY CONTROL
 DU1888
 DU1888  NAD 83(1986)-  33 31 13.86906(N)    111 03 42.54527(W) AD(       ) 3
 DU1888  NGVD 29 (09/20/88) 1556.3    (m)         5106.     (f) VERT ANG    3  
 DU1888
 DU1888.Superseded values are not recommended for survey control.
 DU1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1888.See file dsdata.txt to determine how the superseded data were derived.
 DU1888
 DU1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9425908996(NAD 83)
 DU1888_MARKER: DS = TRIANGULATION STATION DISK
 DU1888_SETTING: 80 = SET IN A BOULDER
 DU1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1888+STABILITY: SURFACE MOTION
 DU1888
 DU1888  HISTORY     - Date     Condition        Report By
 DU1888  HISTORY     - 1946     MONUMENTED       USFS
 DU1888  HISTORY     - 1963     GOOD             USGS
 DU1888
 DU1888                          STATION DESCRIPTION
 DU1888
 DU1888'DESCRIBED BY US FOREST SERVICE 1946
 DU1888'LOCATED ABOUT 1.5 MI NE. OF UPPER HORRELL RANCH ON CAMPAIGN
 DU1888'CREEK.  ON SUMMIT OF DECOMPOSED GRANITE MOUNTAIN.
 DU1888'
 DU1888'TO REACH FROM UPPER HORRELL RANCH, GO DOWN CAMPAIGN CREEK N. TO
 DU1888'FIRST CANYON ON RIGHT (E.).  GO UP CANYON ABOUT 1.5 MI.  CLIMB LEFT
 DU1888'(N.) TO SUMMIT OF RIDGE.  FOLLOW RIDGE E. AND N. TO HIGHEST AND
 DU1888'MOST PROMINENT, CONE-SHAPED POINT AND STATION.  A 4-HOUR PACK.
 DU1888'
 DU1888'STATION MARK--USFS DISK, UNSTAMPED, CEMENTED IN BOULDER FLUSH
 DU1888'WITH GROUND.
 DU1888
 DU1888                          STATION RECOVERY (1963)
 DU1888
 DU1888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1888'RECOVERED IN GOOD CONDITION.
 DU1888'
 DU1888'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0885 ***********************************************************************
 DW0885  DESIGNATION -  GRANITE MTN CAIRN
 DW0885  PID         -  DW0885
 DW0885  STATE/COUNTY-  AZ/LA PAZ
 DW0885  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0885
 DW0885                         *CURRENT SURVEY CONTROL
 DW0885  ___________________________________________________________________
 DW0885* NAD 83(1992)-  33 38 50.30422(N)    114 15 03.54250(W)     ADJUSTED  
 DW0885* NAVD 88     -              **(meters)            **(feet)            
 DW0885  ___________________________________________________________________
 DW0885  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DW0885  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DW0885  HORZ ORDER  -  THIRD
 DW0885
 DW0885.The horizontal coordinates were established by classical geodetic methods
 DW0885.and adjusted by the National Geodetic Survey in August 1993.
 DW0885
 DW0885
 DW0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0885
 DW0885.The geoid height was determined by GEOID03.
 DW0885
 DW0885;                    North         East     Units Scale Factor Converg.
 DW0885;SPC AZ W     -   293,659.662   166,889.161   MT  0.99995995   -0 16 39.3
 DW0885;SPC AZ W     -   963,450.33    547,536.62   iFT  0.99995995   -0 16 39.3
 DW0885;UTM  11      - 3,726,441.552   754,948.095   MT  1.00040139   +1 31 26.4
 DW0885
 DW0885                          SUPERSEDED SURVEY CONTROL
 DW0885
 DW0885  NAD 83(1986)-  33 38 50.30230(N)    114 15 03.54901(W) AD(       ) 4
 DW0885  NAD 27      -  33 38 50.20700(N)    114 15 00.73700(W) AD(       ) 3
 DW0885
 DW0885.Superseded values are not recommended for survey control.
 DW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0885.See file dsdata.txt to determine how the superseded data were derived.
 DW0885
 DW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5494826442(NAD 83)
 DW0885_MARKER: 72 = CAIRN
 DW0885
 DW0885  HISTORY     - Date     Condition        Report By
 DW0885  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0885
 DW0885                          STATION DESCRIPTION
 DW0885
 DW0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0885'STATION IS THE CAIRN ON GRANITE MTN. WHICH IS A PROMINENT
 DW0885'LIGHT-COLORED MOUNTAIN LOCATED ABOUT 2 MILES SOUTHWEST OF
 DW0885'QUARTZSITE.  THE TOP AND CENTER OF THE CAIRN WAS THE POINT
 DW0885'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1333 ***********************************************************************
 DU1333  DESIGNATION -  GRANITE REEF RESET
 DU1333  PID         -  DU1333
 DU1333  STATE/COUNTY-  AZ/MARICOPA
 DU1333  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1333
 DU1333                         *CURRENT SURVEY CONTROL
 DU1333  ___________________________________________________________________
 DU1333* NAD 83(1992)-  33 30 51.39065(N)    111 41 28.59834(W)     ADJUSTED  
 DU1333* NAVD 88     -       404.385  (meters)    1326.72   (feet)  READJUSTED
 DU1333  ___________________________________________________________________
 DU1333  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DU1333  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1333  DYNAMIC HT  -         403.900 (meters)    1325.13  (feet)  COMP
 DU1333  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 DU1333
 DU1333  HORZ ORDER  -  FIRST
 DU1333  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1333
 DU1333.The horizontal coordinates were established by classical geodetic methods
 DU1333.and adjusted by the National Geodetic Survey in August 1993.
 DU1333
 DU1333.The orthometric height was determined by differential leveling
 DU1333.and adjusted in April 1999.
 DU1333.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1333.distribution rate of 0.0 thru 1.0 mm/km.
 DU1333.The height was derived from older observations constrained to new
 DU1333.heights in a crustal motion area.  The height is approximate in
 DU1333.relation to other heights in its vicinity.
 DU1333
 DU1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1333
 DU1333.The geoid height was determined by GEOID03.
 DU1333
 DU1333.The dynamic height is computed by dividing the NAVD 88
 DU1333.geopotential number by the normal gravity value computed on the
 DU1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1333.degrees latitude (g = 980.6199 gals.).
 DU1333
 DU1333.The modeled gravity was interpolated from observed gravity values.
 DU1333
 DU1333;                    North         East     Units Scale Factor Converg.
 DU1333;SPC AZ C     -   278,806.347   234,298.241   MT  0.99990540   +0 07 28.0
 DU1333;SPC AZ C     -   914,718.99    768,695.02   iFT  0.99990540   +0 07 28.0
 DU1333;UTM  12      - 3,708,515.742   435,800.376   MT  0.99965081   -0 22 54.1
 DU1333
 DU1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1333!SPC AZ C     -   0.99994113  x   0.99990540  =   0.99984654
 DU1333!UTM  12      -   0.99994113  x   0.99965081  =   0.99959196
 DU1333
 DU1333|---------------------------------------------------------------------|
 DU1333| PID    Reference Object                     Distance      Geod. Az  |
 DU1333|                                                           dddmmss.s |
 DU1333| DU1060 GRANITE REEF RM 1                    16.342 METERS 13608     |
 DU1333| CH4391 10 1325.16 PHX                       14.395 METERS 19953     |
 DU1333| CH4393 6 1314.06 PHX                                      3454406.2 |
 DU1333|---------------------------------------------------------------------|
 DU1333
 DU1333                          SUPERSEDED SURVEY CONTROL
 DU1333
 DU1333  NAD 83(1986)-  33 30 51.38495(N)    111 41 28.60139(W) AD(       ) 1
 DU1333  NAD 27      -  33 30 51.22600(N)    111 41 26.10900(W) AD(       ) 1
 DU1333  NAVD 88 (06/15/91)  404.396  (m)         1326.76   (f) UNKNOWN     1 1
 DU1333  NGVD 29 (??/??/92)  403.812  (m)         1324.84   (f) ADJ UNCH    1 1
 DU1333
 DU1333.Superseded values are not recommended for survey control.
 DU1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1333.See file dsdata.txt to determine how the superseded data were derived.
 DU1333
 DU1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3580008516(NAD 83)
 DU1333_MARKER: DS = TRIANGULATION STATION DISK
 DU1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1333_SP_SET: ABUTMENT
 DU1333_STAMPING: GRANITE REEF 1935 1973
 DU1333_MARK LOGO: NGS   
 DU1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1333
 DU1333  HISTORY     - Date     Condition        Report By
 DU1333  HISTORY     - 1935     MONUMENTED       CGS
 DU1333  HISTORY     - 1956     GOOD             AMS
 DU1333  HISTORY     - 1967     MARK NOT FOUND   CGS
 DU1333  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DU1333  HISTORY     - 1981     GOOD             NGS
 DU1333
 DU1333                          STATION DESCRIPTION
 DU1333
 DU1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1333'ON THE SOUTH END OF THE GRANITE REEF DAM, WHICH IS ABOUT 10
 DU1333'MILES UP THE SALT RIVER FROM THE CITY OF MESA.  STATION MARK IS
 DU1333'A STANDARD DISK SET IN THE CONCRETE OF THE DAM JUST NORTH OF
 DU1333'THE SOUTH GATEHOUSE.  REFERENCE MARK NO. 1, A STANDARD DISK
 DU1333'SET IN THE CONCRETE OF THE DAM JUST EAST OF THE SOUTH GATEHOUSE,
 DU1333'IS 16.342 METERS (53.62 FEET) FROM STATION S 43 DEG 51 MIN E.
 DU1333'REFERENCE MARK NO. 2, A U.S. BUREAU OF RECLAMATION
 DU1333'BENCH MARK, SET IN THE CONCRETE OF THE
 DU1333'DAM JUST WEST OF THE GATEHOUSE, IS 14.390 METERS (47.21 FEET)
 DU1333'FROM STATION S 19 DEG 53 MIN W.  THE AZIMUTH MARK IS
 DU1333'U.S.  BUREAU OF RECLAMATION BENCH MARK NO. 9, SET IN THE
 DU1333'CONCRETE SIDING OF THE SPILLWAY ON THE NORTH SIDE OF THE
 DU1333'DAM, AND N 14 DEG 16 MIN W.
 DU1333
 DU1333                          STATION RECOVERY (1956)
 DU1333
 DU1333'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU1333'STATION RECOVERED AS DESCRIBED.
 DU1333'
 DU1333'REFERENCE POINT 1 IS 51 FEET N OF WATER GATE HOUSE.
 DU1333
 DU1333                          STATION RECOVERY (1967)
 DU1333
 DU1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DU1333'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A
 DU1333'PORTION OF THE CONCRETE BASE HAS BEEN BROKEN OFF AND REPAIRED.
 DU1333'EVIDENTLY THE MARK WAS DESTROYED.
 DU1333'
 DU1333'R.M. 1, STAMPED GRANITE REEF NO 1 1935, IS ABOUT 1.0 MILE EAST
 DU1333'ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE POST OFFICE AT
 DU1333'BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY, THENCE
 DU1333'0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN S 13, T 2 N,
 DU1333'R 6 E, AT THE SOUTH END OF GRANITE REEF DAM, SET IN THE TOP AND
 DU1333'1.2 FEET SOUTH OF THE NORTH EDGE OF A CONCRETE WALK OVER THE
 DU1333'DAM, 0.7 FOOT NORTH OF THE NORTH EDGE OF A CATWALK, 24 FEET
 DU1333'EAST OF THE NORTHEAST CORNER OF THE CONCRETE CONTROL BUILDING,
 DU1333'AND 5.15 FEET WEST OF BENCH MARK 1325.24 (U.S.R.S.).
 DU1333
 DU1333                          STATION RECOVERY (1973)
 DU1333
 DU1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU1333'THE STATION MARK WAS DESTROYED BY CONSTRUCTION OR REPAIR OF
 DU1333'PIER.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DU1333'RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION OF REFERENCE
 DU1333'MARK 2 AND THE AZIMUTH MARK CONTAINS ERRORS IN STAMPING.  A NEW
 DU1333'STATION MARK WAS SET ON THE ORIGINAL POSITION AT THIS TIME
 DU1333'USING THE ANGLES AND DISTANCES TO THE REFERENCE MARKS AND
 DU1333'THE AZIMUTH MARK.
 DU1333'
 DU1333'THE STATION MARK IS A STANDARD DISK STAMPED, GRANITE REEF
 DU1333'1935 1973.  IT IS SET IN TOP OF THE NORTH END OF THE PIER AT
 DU1333'THE SOUTH GATE HOUSE.  4 FEET EAST OF THE WEST SIDE OF THE PIER
 DU1333'AND 2-1/2 FEET SOUTH OF THE NORTH END OF THE PIER.
 DU1333'
 DU1333'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GRANITE REEF NO
 DU1333'1 1935.  IT IS SET IN A DRILL HOLE IN TOP OF THE DAM, JUST
 DU1333'EAST OF THE GATE HOUSE.  THE MARK HAS BEEN PAINTED.
 DU1333'
 DU1333'REFERENCE MARK 2 IS A BUREAU OF RECLAMATION BENCH MARK
 DU1333'STAMPED, 10 (AT TOP OF CROSS) 1325.16 (ELEVATION) PHX (DATUM).
 DU1333'THE MARK IS SET IN A DRILL HOLE AT THE NORTHWEST CORNER OF THE
 DU1333'GATE HOUSE PLATFORM.
 DU1333'
 DU1333'THE 1935 AZIMUTH MARK IS A BUREAU OF RECLAMATION BENCH MARK
 DU1333'STAMPED 6 (AT TOP OF CROSS) 1314.06 (ELEVATION) PHX (DATUM).  THE
 DU1333'MARK IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL
 DU1333'WHICH LEADS WEST FROM THE NORTH GATE HOUSE.
 DU1333'
 DU1333'THE ROUTE TO THE STATION IN THE 1967 RECOVERY NOTE WAS CHECKED
 DU1333'AND FOUND COMPLETELY ADEQUATE.
 DU1333'
 DU1333'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DU1333'
 DU1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 DU1333'NORTH OF BUCKHORN.
 DU1333
 DU1333                          STATION RECOVERY (1981)
 DU1333
 DU1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1333'12.9 KM (8.05 MI) NE FROM BUCKHORN.
 DU1333'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU1333'FROM THE POST OFFICE AT BUCKHORN, THENCE 10.4 KILOMETERS (6.5 MILES)
 DU1333'NORTH ALONG THE BUSH HIGHWAY, THENCE 0.8 KILOMETERS (0.55 MILE)
 DU1333'NORTHWEST ALONG A GRAVEL ROAD, IN TOP OF THE NORTH
 DU1333'ABUTMENT FOR THE SOUTH FLOODGATES ON THE GRANITE REEF DAM, 14.2
 DU1333'METERS (46.6 FEET) NORTH OF THE NORTHWEST CORNER OF THE 25 X 15 FT.
 DU1333'CONCRETE CONTROL BUILDING AT THE SOUTH SIDE OF DAM, 0.65 METERS
 DU1333'(2.1 FEET) SOUTH OF THE NORTH EDGE OF THE ABUTMENT AND 1.25 METERS
 DU1333'(4.1 FEET) EAST OF THE WEST EDGE.
 DU1333'THE MARK IS ABOVE LEVEL WITH THE BUILDING FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1060 ***********************************************************************
 DU1060  DESIGNATION -  GRANITE REEF RM 1
 DU1060  PID         -  DU1060
 DU1060  STATE/COUNTY-  AZ/MARICOPA
 DU1060  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1060
 DU1060                         *CURRENT SURVEY CONTROL
 DU1060  ___________________________________________________________________
 DU1060* NAD 83(1986)-  33 30 50.     (N)    111 41 27.     (W)     SCALED    
 DU1060* NAVD 88     -       404.38   (+/-2cm)    1326.7    (feet)  VERTCON   
 DU1060  ___________________________________________________________________
 DU1060  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1060  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1060
 DU1060.The horizontal coordinates were scaled from a topographic map and have
 DU1060.an estimated accuracy of +/- 6 seconds.
 DU1060
 DU1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1060.The vertical order pertains to the NGVD 29 superseded value.
 DU1060
 DU1060.The geoid height was determined by GEOID03.
 DU1060
 DU1060;                    North         East    Units  Estimated Accuracy
 DU1060;SPC AZ C     -   278,760.      234,340.      MT  (+/- 180 meters Scaled)
 DU1060
 DU1060                          SUPERSEDED SURVEY CONTROL
 DU1060
 DU1060  NGVD 29 (??/??/92)  403.805  (m)         1324.82   (f) ADJ UNCH    1 1
 DU1060
 DU1060.Superseded values are not recommended for survey control.
 DU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1060.See file dsdata.txt to determine how the superseded data were derived.
 DU1060
 DU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC358084(NAD 83)
 DU1060_MARKER: DR = REFERENCE MARK DISK
 DU1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1060_SP_SET: WALK
 DU1060_STAMPING: GRANITE REEF NO 1 1935
 DU1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1060
 DU1060  HISTORY     - Date     Condition        Report By
 DU1060  HISTORY     - 1935     MONUMENTED       CGS
 DU1060  HISTORY     - 1967     GOOD             NGS
 DU1060  HISTORY     - 1975     GOOD             NGS
 DU1060  HISTORY     - 1980     GOOD             NGS
 DU1060
 DU1060                          STATION DESCRIPTION
 DU1060
 DU1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1060'8.05 MI N FROM BUCKHORN.
 DU1060'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1060'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1060'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, IN S 13, T 2 N, R 6
 DU1060'E, AT THE SOUTH END OF GRANITE REEF DAM, SET IN THE TOP AND 1.2 FEET
 DU1060'SOUTH OF THE NORTH EDGE OF A CONCRETE WALK OVER THE DAM, 0.7 FOOT
 DU1060'NORTH OF THE NORTH EDGE OF A CATWALK, 24 FEET EAST OF THE NORTHEAST
 DU1060'CORNER OF THE CONCRETE CONTROL BUILDING, AND 51.5 FEET WEST OF BENCH
 DU1060'MARK 1325.25 (U.S.R.S.).
 DU1060
 DU1060                          STATION RECOVERY (1975)
 DU1060
 DU1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1060'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1060'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 6.5 MILES NORTH ALONG BUSH
 DU1060'HIGHWAY, THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD AT THE SOUTH
 DU1060'END OF GRANITE REEF DAM, SET IN THE TOP AND 1.2 FEET SOUTH OF THE
 DU1060'NORTH EDGE OF A CONCRETE WALK OVER THE DAM, 0.7 FOOT NORTH OF THE
 DU1060'NORTH EDGE OF A CATWALK, 24 FEET EAST OF THE NORTHEAST CORNER OF THE
 DU1060'CONCRETE CONTROL BUILDING, AND 51.5 FEET WEST OF BENCH MARK 1325.25
 DU1060'(U.S.R.S.).  1/4, SEC 13, T 2N, R6E.
 DU1060
 DU1060                          STATION RECOVERY (1980)
 DU1060
 DU1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1978 ***********************************************************************
 DV1978  DESIGNATION -  GRANITE WASH
 DV1978  PID         -  DV1978
 DV1978  STATE/COUNTY-  AZ/LA PAZ
 DV1978  USGS QUAD   -  BOUSE HILLS EAST (1990)
 DV1978
 DV1978                         *CURRENT SURVEY CONTROL
 DV1978  ___________________________________________________________________
 DV1978* NAD 83(1992)-  33 55 45.89326(N)    113 48 41.20051(W)     ADJUSTED  
 DV1978* NAVD 88     -       553.0    (meters)    1814.     (feet)  VERTCON   
 DV1978  ___________________________________________________________________
 DV1978  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DV1978  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV1978  HORZ ORDER  -  FIRST
 DV1978
 DV1978.The horizontal coordinates were established by classical geodetic methods
 DV1978.and adjusted by the National Geodetic Survey in August 1993.
 DV1978
 DV1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1978
 DV1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1978
 DV1978.The geoid height was determined by GEOID03.
 DV1978
 DV1978;                    North         East     Units Scale Factor Converg.
 DV1978;SPC AZ W     -   324,837.727   207,679.142   MT  0.99993373   -0 02 03.5
 DV1978;SPC AZ W     - 1,065,740.57    681,362.01   iFT  0.99993373   -0 02 03.5
 DV1978;UTM  12      - 3,757,890.368   240,115.022   MT  1.00043268   -1 34 12.5
 DV1978
 DV1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1978!SPC AZ W     -   0.99991802  x   0.99993373  =   0.99985175
 DV1978!UTM  12      -   0.99991802  x   1.00043268  =   1.00035066
 DV1978
 DV1978|---------------------------------------------------------------------|
 DV1978| PID    Reference Object                     Distance      Geod. Az  |
 DV1978|                                                           dddmmss.s |
 DV1978| CH2371 GRANITE WASH RM 1                     8.672 METERS 04828     |
 DV1978| CH2372 GRANITE WASH RM 2                    19.422 METERS 27443     |
 DV1978| CH2370 GRANITE WASH AZ MK                                 2953032.0 |
 DV1978|---------------------------------------------------------------------|
 DV1978
 DV1978                          SUPERSEDED SURVEY CONTROL
 DV1978
 DV1978  NAD 83(1986)-  33 55 45.88939(N)    113 48 41.21031(W) AD(       ) 1
 DV1978  NAD 27      -  33 55 45.79400(N)    113 48 38.44000(W) AD(       ) 1
 DV1978  NGVD 29 (07/19/86)  552.3    (m)         1812.     (f) VERT ANG    3  
 DV1978
 DV1978.Superseded values are not recommended for survey control.
 DV1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1978.See file dsdata.txt to determine how the superseded data were derived.
 DV1978
 DV1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4011557890(NAD 83)
 DV1978_MARKER: DS = TRIANGULATION STATION DISK
 DV1978_SETTING: 66 = SET IN ROCK OUTCROP
 DV1978
 DV1978  HISTORY     - Date     Condition        Report By
 DV1978  HISTORY     - 1948     MONUMENTED       CGS
 DV1978  HISTORY     - 1956     GOOD             CGS
 DV1978  HISTORY     - 1961     GOOD             AMS
 DV1978  HISTORY     - 1967     GOOD             AMS
 DV1978
 DV1978                          STATION DESCRIPTION
 DV1978
 DV1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1978'THE STATION IS LOCATED ON THE LOWER PART OF THE GRANITE WASH
 DV1978'HILLS WHERE THE RIDGE EXTENDS NORTHWESTWARD TOWARD CUNNINGHAM
 DV1978'WASH, ABOUT 1 MILE FROM THE TIP OF THE RIDGE, ABOUT 8 MILES
 DV1978'NORTHEAST FROM THE UTTING RAILROAD SIGN ON THE SANTA FE
 DV1978'RAILROAD, ABOUT 11 MILES EAST OF BOUSE, ON THE HIGHEST ELEVATION
 DV1978'ON THE END OF THE RIDGE NORTHWEST OF THE POINT WHERE THE
 DV1978'RIDGE BREAKS WITH A LOW SADDLE.  THE STATION IS 23 FEET WEST
 DV1978'OF THE HIGHEST POINT, 7 PACES SOUTH OF THE NORTH RIM, 3 FEET
 DV1978'NORTH OF THE SOUTH RIM, SET FLUSH, AND IS STAMPED, GRANITE
 DV1978'WASH 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DV1978'STATION, ON THE NORTH RIM, 15 FEET NORTHWEST OF THE HIGHEST
 DV1978'POINT.  PROJECTS 14 INCHES, AND IS STAMPED, GRANITE WASH
 DV1978'NO 1 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 2 IS APPROXIMATELY 10 FEET LOWER THAN
 DV1978'THE STATION, 5 PACES WEST OF A LOW SADDLE, 1 FOOT NORTHEAST
 DV1978'OF A 6 FOOT BOULDER, PROJECTS 12 INCHES AND IS STAMPED, GRANITE
 DV1978'WASH NO 2 1948.
 DV1978'
 DV1978'THE AZIMUTH MARK IS LOCATED ON THE SAME RIDGE AS THE STATION,
 DV1978'3 FEET WEST OF A LOW CAIRN, PROJECTS 12 INCHES, AND IS STAMPED,
 DV1978'GRANITE WASH 1948.
 DV1978'
 DV1978'TO REACH FROM THE POST OFFICE IN VICKSBURG.  GO NORTH ON STATE
 DV1978'HIGHWAY 72 FOR 10.2 MILES TO UTTING RAILROAD SIGN.  TURN RIGHT
 DV1978'(CROSSING RAILROAD TRACKS) AND FOLLOW DIRT ROAD (E) FOR 0.3
 DV1978'MILE TO A DIM FORK.  KEEP THE LEFT FORK MAIN TRAVELED ROAD AND
 DV1978'GO 1.3 MILES TO AN OLD CAR BODY AND SEVERAL UPRIGHT POSTS.
 DV1978'CONTINUE STRAIGHT AHEAD FOR 1.85 MILE TO A FORK.  TAKE THE
 DV1978'RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.75 MILES.
 DV1978'AT THIS POINT TURN RIGHT (E) AND GO ACROSS COUNTRY FOR 0.6
 DV1978'MILE TO THE BASE OF MOUNTAINS AND END OF TRUCK TRAVEL.  PACK
 DV1978'NORTHEAST TO THE HIGHEST POINT AND STATION AS DESCRIBED
 DV1978'ABOVE.  A 20 MINUTE PACK.
 DV1978
 DV1978                          STATION RECOVERY (1956)
 DV1978
 DV1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1978'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DV1978'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DV1978'CONDITION.
 DV1978'
 DV1978'FOLLOWING IS A NEW DESCRIPTION--
 DV1978'
 DV1978'THE STATION IS LOCATED ABOUT 11 MILES EAST OF BOUSE AND
 DV1978'ABOUT 8 MILES NORTHEAST OF THE UTTING RAILROAD SIDING ON THE
 DV1978'SUMMIT OF A PROMINENT, ROCKY, EAST-WEST RIDGE.  THE MARK
 DV1978'IS ABOUT 20 FEET WEST OF THE HIGHEST POINT OF RIDGE AND IS
 DV1978'STAMPED GRANITE WASH 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER IN ELEVATION
 DV1978'THAN THE STATION AND IS STAMPED GRANITE WASH NO 1 1948.
 DV1978'
 DV1978'REFERENCE MARK NO. 2, STAMPED GRANITE WASH NO 2 1948 IS JUST
 DV1978'NORTH OF A LARGE BOULDER AND IS ABOUT 10 FEET LOWER IN ELEVATION
 DV1978'THAN THE STATION.
 DV1978'
 DV1978'THE AZIMUTH MARK IS ON THE SAME RIDGE AS THE STATION JUST WEST
 DV1978'OF A SMALL CAIRN AND IS STAMPED GRANITE WASH 1948.
 DV1978'
 DV1978'TO REACH THE STATION FROM THE POST OFFICE IN VICKSBURG, GO
 DV1978'WEST AND NORTHWEST ON STATE HIGHWAY 72 FOR 9.5 MILES TO A T
 DV1978'ROAD RIGHT AT THE UTTING RAILROAD SIDING, TURN RIGHT ACROSS
 DV1978'RAILROAD TRACKS THEN LEFT FOR 0.1 MILE TO A CURVE, TURN RIGHT
 DV1978'AND GO EAST AND NORTH ON MAIN TRAVELED ROAD FOR 1.8 MILES TO
 DV1978'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON SANDY
 DV1978'ROAD FOR 5.6 MILES TO A TRACK ROAD RIGHT, TURN RIGHT AND
 DV1978'GO EAST FOR 0.3 MILE TO SOME DIM TRACKS ON THE LEFT, TURN
 DV1978'LEFT AND GO NORTH FOR ABOUT 0.2 MILE TO THE FOOT OF HILL AND
 DV1978'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY TO THE TOP
 DV1978'OF RIDGE AND STATION AS DESCRIBED.  (A 20 MINUTE PACK.)
 DV1978
 DV1978                          STATION RECOVERY (1961)
 DV1978
 DV1978'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DV1978'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DV1978'AS DESCRIBED.
 DV1978
 DV1978                          STATION RECOVERY (1967)
 DV1978
 DV1978'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DV1978'STATION RECOVERED IN GOOD CONDITION.  AZ MK. AND R.M. 1 AND
 DV1978'2 ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1679 ***********************************************************************
 DV1679  DESIGNATION -  GRANT
 DV1679  PID         -  DV1679
 DV1679  STATE/COUNTY-  AZ/MARICOPA
 DV1679  USGS QUAD   -  PHOENIX (1982)
 DV1679
 DV1679                         *CURRENT SURVEY CONTROL
 DV1679  ___________________________________________________________________
 DV1679* NAD 83(1986)-  33 26 35.     (N)    112 06 31.     (W)     SCALED    
 DV1679* NAVD 88     -       324.977  (meters)    1066.20   (feet)  ADJUSTED  
 DV1679  ___________________________________________________________________
 DV1679  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV1679  DYNAMIC HT  -         324.602 (meters)    1064.97  (feet)  COMP
 DV1679  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 DV1679
 DV1679  VERT ORDER  -  SECOND    CLASS I
 DV1679
 DV1679.The horizontal coordinates were scaled from a topographic map and have
 DV1679.an estimated accuracy of +/- 6 seconds.
 DV1679
 DV1679.The orthometric height was determined by differential leveling
 DV1679.and adjusted in November 1993.
 DV1679
 DV1679.The geoid height was determined by GEOID03.
 DV1679
 DV1679.The dynamic height is computed by dividing the NAVD 88
 DV1679.geopotential number by the normal gravity value computed on the
 DV1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1679.degrees latitude (g = 980.6199 gals.).
 DV1679
 DV1679.The modeled gravity was interpolated from observed gravity values.
 DV1679
 DV1679;                    North         East    Units  Estimated Accuracy
 DV1679;SPC AZ C     -   270,900.      195,510.      MT  (+/- 180 meters Scaled)
 DV1679
 DV1679                          SUPERSEDED SURVEY CONTROL
 DV1679
 DV1679.No superseded survey control is available for this station.
 DV1679
 DV1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969009(NAD 83)
 DV1679_MARKER: DB = BENCH MARK DISK
 DV1679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1679_SP_SET: CONCRETE BRIDGE
 DV1679_STAMPING: GRANT 1064.91 1959
 DV1679_MARK LOGO: AZDT  
 DV1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1679+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1679
 DV1679  HISTORY     - Date     Condition        Report By
 DV1679  HISTORY     - 1959     MONUMENTED       AZDT
 DV1679  HISTORY     - 1981     GOOD             AZDT
 DV1679  HISTORY     - 20060810 GOOD             GEOCAC
 DV1679
 DV1679                          STATION DESCRIPTION
 DV1679
 DV1679'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1679'IN PHOENIX.
 DV1679'IN PHOENIX, 1.2 MILES WEST THEN NORTH ON INTERSTATE 17 FROM 19TH
 DV1679'AVENUE TO GRANT STREET, ON THE NORTH BRIDGE SIDEWALK OF GRANT AVENUE
 DV1679'OVERPASS AT INTERSTATE 17, 15.5 FT (4.72 METERS) NORTH OF WESTBOUND
 DV1679'GRANT STREET CENTERLINE, 100 FT (30.48 METERS) EAST OF SOUTHBOUND
 DV1679'ACCESS ROAD CENTERLINE, 4.5 FT (1.37 METERS) SOUTH OF HANDRAIL, A
 DV1679'STANDARD AZDT BRASS CAP.
 DV1679
 DV1679                          STATION RECOVERY (2006)
 DV1679
 DV1679'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1239 ***********************************************************************
 CY1239  DESIGNATION -  GRANT
 CY1239  PID         -  CY1239
 CY1239  STATE/COUNTY-  AZ/GRAHAM
 CY1239  USGS QUAD   -  WEBB PEAK (1972)
 CY1239
 CY1239                         *CURRENT SURVEY CONTROL
 CY1239  ___________________________________________________________________
 CY1239* NAD 83(1992)-  32 37 49.47555(N)    109 56 36.04727(W)     ADJUSTED  
 CY1239* NAVD 88     -      1511.9    (meters)    4960.     (feet)  VERTCON   
 CY1239  ___________________________________________________________________
 CY1239  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 CY1239  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CY1239  HORZ ORDER  -  SECOND
 CY1239
 CY1239.The horizontal coordinates were established by classical geodetic methods
 CY1239.and adjusted by the National Geodetic Survey in August 1993.
 CY1239
 CY1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1239
 CY1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1239
 CY1239.The geoid height was determined by GEOID03.
 CY1239
 CY1239;                    North         East     Units Scale Factor Converg.
 CY1239;SPC AZ E     -   180,789.682   234,314.495   MT  0.99990541   +0 07 13.5
 CY1239;SPC AZ E     -   593,142.00    768,748.34   iFT  0.99990541   +0 07 13.5
 CY1239;UTM  12      - 3,610,808.233   599,120.024   MT  0.99972115   +0 34 11.3
 CY1239
 CY1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1239!SPC AZ E     -   0.99976680  x   0.99990541  =   0.99967224
 CY1239!UTM  12      -   0.99976680  x   0.99972115  =   0.99948802
 CY1239
 CY1239|---------------------------------------------------------------------|
 CY1239| PID    Reference Object                     Distance      Geod. Az  |
 CY1239|                                                           dddmmss.s |
 CY1239| CC6602 GRANT RM 1                           16.919 METERS 10644     |
 CY1239| CY1238 TRIANG PT NO 26 CAIRN               APPROX. 6.6 KM 1455113.1 |
 CY1239| CC6603 GRANT RM 2                           10.290 METERS 22122     |
 CY1239| CC6601 GRANT AZ MK                                        2703432.8 |
 CY1239|---------------------------------------------------------------------|
 CY1239
 CY1239                          SUPERSEDED SURVEY CONTROL
 CY1239
 CY1239  NAD 83(1986)-  32 37 49.47235(N)    109 56 36.04524(W) AD(       ) 2
 CY1239  NAD 27      -  32 37 49.22600(N)    109 56 33.77700(W) AD(       ) 2
 CY1239  NGVD 29 (07/19/86) 1511.1    (m)         4958.     (f) VERT ANG    3  
 CY1239
 CY1239.Superseded values are not recommended for survey control.
 CY1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1239.See file dsdata.txt to determine how the superseded data were derived.
 CY1239
 CY1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9912010808(NAD 83)
 CY1239_MARKER: DS = TRIANGULATION STATION DISK
 CY1239_SETTING: 80 = SET IN A BOULDER
 CY1239_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY1239
 CY1239  HISTORY     - Date     Condition        Report By
 CY1239  HISTORY     - 1946     MONUMENTED       CGS
 CY1239  HISTORY     - 1963     GOOD             LOCENG
 CY1239
 CY1239                          STATION DESCRIPTION
 CY1239
 CY1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1239'THE STATION IS ON ROCK-STREWN GROUND THAT SLOPES UP TO THE N
 CY1239'AND THE FOOTHILLS OF THE GRAHAM MOUNTAIN RANGE, 3 MILES NNE
 CY1239'OF BONITA, AND 1/2 MILE N OF THE MAIN BUILDINGS AT THE FORT
 CY1239'GRANT STATE INDUSTRIAL SCHOOL.
 CY1239'
 CY1239'TO REACH FROM THE GENERAL STORE AT BONITA, GO NE ON THE
 CY1239'GRADED ROAD FOR 2.5 MILES TO GATE AT THE ROCK ENCLOSURE OF
 CY1239'THE FORT.  CONTINUE 0.2 MILE, THENCE LEFT FOR 0.05 MILE TO
 CY1239'THE OFFICE ON THE RIGHT.  TURN RIGHT JUST PAST THE OFFICE
 CY1239'AND GO 0.05 MILE TO GATE AT CORNER OF GARAGE BACK OF OFFICE.
 CY1239'PASS THROUGH GATE AND GO 0.1 MILE TO A FORK.  KEEP LEFT AND
 CY1239'CONTINUE 0.25 MILE TO A WIRE GATE IN A FENCE LINE.  FROM
 CY1239'HERE PACK RIGHT ALONG THE FENCE LINE FOR ABOUT 0.2 MILE
 CY1239'TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE WIRE
 CY1239'GATE, PACK LEFT ALONG THE FENCE LINE FOR ABOUT 0.3 MILE TO A
 CY1239'FENCE CORNER AND THE MARK.
 CY1239'
 CY1239'THE STATION MARK IS A BRONZE STATION DISK, STAMPED GRANT
 CY1239'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 1 FOOT.  IT IS LOCATED 29 FEET S OF AN E-W FENCE LINE.
 CY1239'
 CY1239'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GRANT
 CY1239'NO 1 1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS LOCATED ESE OF THE
 CY1239'STATION, AT ABOUT THE SAME LEVEL, AND 45 FEET S OF THE FENCE
 CY1239'LINE.
 CY1239'
 CY1239'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GRANT
 CY1239'NO 2 1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 2 FEET ABOVE THE GROUND.  IT IS LOCATED SW OF THE
 CY1239'STATION, AT ABOUT THE SAME LEVEL.
 CY1239'
 CY1239'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED GRANT
 CY1239'1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CY1239'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED W OF THE
 CY1239'STATION, 47 FEET E OF FENCE CORNER WHERE THE E-W FENCE LINE
 CY1239'TURNS S, 5.5 FEET N OF E-W FENCE LINE, AND 8 FEET NW OF A
 CY1239'4- BY 4-INCH WHITE WITNESS POST FASTENED TO ONE OF THE FENCE
 CY1239'POSTS.
 CY1239
 CY1239                          STATION RECOVERY (1963)
 CY1239
 CY1239'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 CY1239'RECOVERED BY MAGMA COPPER CO.
 CY1239'
 CY1239'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 CY1239'CONDITION.
 CY1239'
 CY1239'FROM MAMMOTH POST OFFICE, GO N ON HWY 77 2.0 MI TO SIDE RD.
 CY1239'LEFT, CROSS CATTLEGUARD AND CONTINUE 0.1 MI. TO FORK, TURN
 CY1239'RIGHT FOLLOWING MAIN RD. 2.6 MILES TO PEARL WASH, TURN LEFT
 CY1239'UP WASH UNDER S.M.R.R. TRESTLE MARKED 601=57, FOLLOW TRACK
 CY1239'RD. 5.0 MILES TO WIRE GATE, GO THRU 0.2 MI. TO PEARL WASH,
 CY1239'TURN RIGHT UP WASH 0.7 MILES (.05 MI., PAST WINDMILL) TO
 CY1239'TRACK RD. RIGHT, THENCE 0.5 MILE TO TOP OF DIVIDE, THENCE
 CY1239'RIGHT (N) ALONG DIVIDE TO FENCE LINE AND END OF TRACK TRAVEL.
 CY1239'
 CY1239'A 20 MINUTE PACK TO TOP OF RIDGE AND MONUMENT.  (4-W DRIVE
 CY1239'PREFERABLE.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1715 ***********************************************************************
 CZ1715  DESIGNATION -  GRANT
 CZ1715  PID         -  CZ1715
 CZ1715  STATE/COUNTY-  AZ/PINAL
 CZ1715  USGS QUAD   -  MAMMOTH (1972)
 CZ1715
 CZ1715                         *CURRENT SURVEY CONTROL
 CZ1715  ___________________________________________________________________
 CZ1715* NAD 83(1992)-  32 44 16.79153(N)    110 44 55.58461(W)     ADJUSTED  
 CZ1715* NAVD 88     -      1319.1    (meters)    4328.     (feet)  VERTCON   
 CZ1715  ___________________________________________________________________
 CZ1715  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CZ1715  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CZ1715  HORZ ORDER  -  THIRD
 CZ1715
 CZ1715.The horizontal coordinates were established by classical geodetic methods
 CZ1715.and adjusted by the National Geodetic Survey in August 1993.
 CZ1715
 CZ1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1715
 CZ1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1715
 CZ1715.The geoid height was determined by GEOID03.
 CZ1715
 CZ1715;                    North         East     Units Scale Factor Converg.
 CZ1715;SPC AZ C     -   193,301.175   322,817.036   MT  1.00004769   +0 37 54.0
 CZ1715;SPC AZ C     -   634,190.21  1,059,111.01   iFT  1.00004769   +0 37 54.0
 CZ1715;UTM  12      - 3,622,269.855   523,537.682   MT  0.99960683   +0 08 09.1
 CZ1715
 CZ1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1715!SPC AZ C     -   0.99979737  x   1.00004769  =   0.99984505
 CZ1715!UTM  12      -   0.99979737  x   0.99960683  =   0.99940428
 CZ1715
 CZ1715:                Primary Azimuth Mark                     Grid Az
 CZ1715:SPC AZ C     -  TABLE                                    065 15 40.8
 CZ1715:UTM  12      -  TABLE                                    065 45 25.7
 CZ1715
 CZ1715|---------------------------------------------------------------------|
 CZ1715| PID    Reference Object                     Distance      Geod. Az  |
 CZ1715|                                                           dddmmss.s |
 CZ1715| CZ1871 TABLE                               APPROX.23.5 KM 0655334.8 |
 CZ1715| CZ1733 GRANT RM 1                            3.166 METERS 08932     |
 CZ1715| CZ1734 GRANT RM 2                            2.359 METERS 28443     |
 CZ1715|---------------------------------------------------------------------|
 CZ1715
 CZ1715                          SUPERSEDED SURVEY CONTROL
 CZ1715
 CZ1715  NAD 83(1986)-  32 44 16.78811(N)    110 44 55.57980(W) AD(       ) 3
 CZ1715  NGVD 29 (05/20/88) 1318.4    (m)         4325.     (f) VERT ANG    3  
 CZ1715
 CZ1715.Superseded values are not recommended for survey control.
 CZ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1715.See file dsdata.txt to determine how the superseded data were derived.
 CZ1715
 CZ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2353822270(NAD 83)
 CZ1715_MARKER: DD = SURVEY DISK
 CZ1715_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1715_SP_SET: SET IN BEDROCK
 CZ1715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1715+STABILITY: POSITION/ELEVATION WELL
 CZ1715
 CZ1715  HISTORY     - Date     Condition        Report By
 CZ1715  HISTORY     - 1946     MONUMENTED       USGS
 CZ1715
 CZ1715                          STATION DESCRIPTION
 CZ1715
 CZ1715'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1715'LOCATED ABOUT 7 MI WNW. OF MAMMOTH, ABOUT 2.5 MI ESE. OF CAMP
 CZ1715'GRANT WASH.  AT SOUTHERN AND HIGHEST POINT OF LONG BROKEN RIDGE
 CZ1715'OVERLOOKING OLD PEARL MINING CAMP WHICH IS 1 MI E.
 CZ1715'
 CZ1715'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 1.35 MI N. ON
 CZ1715'STATE HWY. 77 TO DIRT RD.  TURN LEFT ON DIRT RD. 1.15 MI TO RD.
 CZ1715'FORKS, TAKE LEFT FORK 4.3 MI TO OLD MINING CAMP BLDGS. ON LEFT,
 CZ1715'CONTINUE 0.8 MI TO RD. FORKS.  TAKE RIGHT FORK 1 MI TO PEARL
 CZ1715'MINING CAMP (ABANDONED).  STATION CAN BE SEEN ABOUT 1 MI W.  A
 CZ1715'30-MINUTE PACK.
 CZ1715'
 CZ1715'STATION MARK--STANDARD TABLET STAMPED---GRANT 1946---, SET IN
 CZ1715'BEDROCK.
 CZ1715'
 CZ1715'RM 1--STANDARD RM TABLET STAMPED---GRANT NO 1 1946---, SET IN ROCK.
 CZ1715'
 CZ1715'RM 2--STANDARD RM TABLET STAMPED---GRANT NO 2 1946---, SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1173 ***********************************************************************
 CG1173  DESIGNATION -  GRANT
 CG1173  PID         -  CG1173
 CG1173  STATE/COUNTY-  AZ/COCHISE
 CG1173  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1173
 CG1173                         *CURRENT SURVEY CONTROL
 CG1173  ___________________________________________________________________
 CG1173* NAD 83(1992)-  31 40 19.43984(N)    110 21 02.44448(W)     ADJUSTED  
 CG1173* NAVD 88     -      1338.8    (meters)    4392.     (feet)  VERTCON   
 CG1173  ___________________________________________________________________
 CG1173  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CG1173  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CG1173  HORZ ORDER  -  SECOND
 CG1173
 CG1173.The horizontal coordinates were established by classical geodetic methods
 CG1173.and adjusted by the National Geodetic Survey in August 1993.
 CG1173
 CG1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1173
 CG1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1173
 CG1173.The geoid height was determined by GEOID03.
 CG1173
 CG1173;                    North         East     Units Scale Factor Converg.
 CG1173;SPC AZ E     -    74,522.823   195,912.224   MT  0.99990375   -0 05 47.8
 CG1173;SPC AZ E     -   244,497.45    642,756.64   iFT  0.99990375   -0 05 47.8
 CG1173;UTM  12      - 3,504,270.818   561,549.718   MT  0.99964672   +0 20 27.4
 CG1173
 CG1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1173!SPC AZ E     -   0.99979421  x   0.99990375  =   0.99969798
 CG1173!UTM  12      -   0.99979421  x   0.99964672  =   0.99944100
 CG1173
 CG1173|---------------------------------------------------------------------|
 CG1173| PID    Reference Object                     Distance      Geod. Az  |
 CG1173|                                                           dddmmss.s |
 CG1173| CS6119 GRANT RM 1                           15.616 METERS 18447     |
 CG1173| CS6120 GRANT RM 2                           15.619 METERS 35516     |
 CG1173|---------------------------------------------------------------------|
 CG1173
 CG1173                          SUPERSEDED SURVEY CONTROL
 CG1173
 CG1173  NAD 83(1986)-  31 40 19.43167(N)    110 21 02.43783(W) AD(       ) 2
 CG1173  NGVD 29 (06/28/91) 1338.0    (m)         4390.     (f) VERT ANG    3  
 CG1173
 CG1173.Superseded values are not recommended for survey control.
 CG1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1173.See file dsdata.txt to determine how the superseded data were derived.
 CG1173
 CG1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6155004271(NAD 83)
 CG1173_MARKER: DS = TRIANGULATION STATION DISK
 CG1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1173+STABILITY: SURFACE MOTION
 CG1173
 CG1173  HISTORY     - Date     Condition        Report By
 CG1173  HISTORY     - 1986     MONUMENTED       AZDT
 CG1173  HISTORY     - 19981001 GOOD             USPSQD
 CG1173
 CG1173                          STATION DESCRIPTION
 CG1173
 CG1173'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1173'THE STATION IS LOCATED 1-1/2 MILES NORTH OF HUACHUCA CITY ALONG THE
 CG1173'WEST SIDE OF STATE ROUTE 90 AT MILE POST 309.9.
 CG1173'
 CG1173'THE STATION MARK IS AN AZDT DISK STAMPED---GRANT 1986---.  IT IS SET
 CG1173'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 FEET EAST OF THE
 CG1173'RIGHT OF WAY FENCE AND 5 FEET WEST OF THE WITNESS POST.
 CG1173'
 CG1173'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRANT RM 1 1986---.  IT IS
 CG1173'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET EAST OF THE
 CG1173'RIGHT OF WAY FENCE.
 CG1173'
 CG1173'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRANT RM 2 1986---.  IT IS
 CG1173'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET EAST OF THE
 CG1173'RIGHT OF WAY FENCE.
 CG1173'
 CG1173'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA TRAVEL NORTH
 CG1173'ALONG STATE ROUTE 90 FOR 1.95 MILES TO THE STATION ON THE LEFT.
 CG1173
 CG1173                          STATION RECOVERY (1998)
 CG1173
 CG1173'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2029 ***********************************************************************
 DU2029  DESIGNATION -  GRAPE
 DU2029  PID         -  DU2029
 DU2029  STATE/COUNTY-  AZ/GILA
 DU2029  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU2029
 DU2029                         *CURRENT SURVEY CONTROL
 DU2029  ___________________________________________________________________
 DU2029* NAD 83(1992)-  33 37 03.33845(N)    111 03 09.29423(W)     ADJUSTED  
 DU2029* NAVD 88     -       756.5    (meters)    2482.     (feet)  VERTCON   
 DU2029  ___________________________________________________________________
 DU2029  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DU2029  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DU2029  HORZ ORDER  -  FIRST
 DU2029
 DU2029.The horizontal coordinates were established by classical geodetic methods
 DU2029.and adjusted by the National Geodetic Survey in August 1993.
 DU2029
 DU2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2029
 DU2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2029
 DU2029.The geoid height was determined by GEOID03.
 DU2029
 DU2029;                    North         East     Units Scale Factor Converg.
 DU2029;SPC AZ E     -   290,593.895   131,156.944   MT  0.99998328   -0 29 25.8
 DU2029;SPC AZ E     -   953,392.04    430,304.93   iFT  0.99998328   -0 29 25.8
 DU2029;UTM  12      - 3,719,758.117   495,122.540   MT  0.99960029   -0 01 44.8
 DU2029
 DU2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2029!SPC AZ E     -   0.99988564  x   0.99998328  =   0.99986892
 DU2029!UTM  12      -   0.99988564  x   0.99960029  =   0.99948597
 DU2029
 DU2029:                Primary Azimuth Mark                     Grid Az
 DU2029:SPC AZ E     -  GRAPE AZ MK                              114 32 05.2
 DU2029:UTM  12      -  GRAPE AZ MK                              114 04 24.2
 DU2029
 DU2029|---------------------------------------------------------------------|
 DU2029| PID    Reference Object                     Distance      Geod. Az  |
 DU2029|                                                           dddmmss.s |
 DU2029| CH5253 GRAPE AZ MK                                        1140239.4 |
 DU2029| CH5254 GRAPE RM 1                           13.436 METERS 16321     |
 DU2029| CH5255 GRAPE RM 2                           13.262 METERS 24515     |
 DU2029|---------------------------------------------------------------------|
 DU2029
 DU2029                          SUPERSEDED SURVEY CONTROL
 DU2029
 DU2029  NAD 83(1986)-  33 37 03.33419(N)    111 03 09.29502(W) AD(       ) 1
 DU2029  NAD 27      -  33 37 03.15600(N)    111 03 06.87000(W) AD(       ) 1
 DU2029  NGVD 29 (07/19/86)  755.9    (m)         2480.     (f) VERT ANG    3  
 DU2029
 DU2029.Superseded values are not recommended for survey control.
 DU2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2029.See file dsdata.txt to determine how the superseded data were derived.
 DU2029
 DU2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9512319758(NAD 83)
 DU2029_MARKER: DS = TRIANGULATION STATION DISK
 DU2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2029+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU2029
 DU2029  HISTORY     - Date     Condition        Report By
 DU2029  HISTORY     - 1947     MONUMENTED       CGS
 DU2029  HISTORY     - 1947     GOOD             CGS
 DU2029  HISTORY     - 1948     GOOD             USGS
 DU2029  HISTORY     - 1963     GOOD             USGS
 DU2029  HISTORY     - 1967     GOOD             AMS
 DU2029  HISTORY     - 20040403 GOOD             USPSQD
 DU2029  HISTORY     - 20050529 GOOD             USPSQD
 DU2029  HISTORY     - 20070506 GOOD             GEOCAC
 DU2029
 DU2029                          STATION DESCRIPTION
 DU2029
 DU2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2029'THE STATION IS LOCATED ABOUT 5.8 MILES SOUTHEAST OF ROOSEVELT AND
 DU2029'ABOUT 2.5 MILES SOUTH OF THE ROOSEVELT LAKE.  IT IS ON THE SOUTH
 DU2029'SIDE OF THE HIGHWAY AND OPPOSITE A SIDE ROAD WHICH GOES NORTH
 DU2029'TO THE LAKE.  IT IS 15 PACES SOUTH-SOUTHWEST OF AND APPROXIMATELY
 DU2029'THE SAME ELEVATION AS THE HIGHWAY, SET IN TOP OF A CONCRETE POST
 DU2029'WHICH PROJECTS 3 INCHES AND IS STAMPED GRAPE 1946.
 DU2029'
 DU2029'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 DU2029'STATION, 24 PACES SOUTHWEST OF THE CENTER LINE OF HIGHWAY, SET
 DU2029'IN TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED
 DU2029'GRAPE NO 1 1946.
 DU2029'
 DU2029'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DU2029'STATION, 28 PACES WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 DU2029'SET IN TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 DU2029'STAMPED GRAPE NO 2 1946.
 DU2029'
 DU2029'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHEAST OF THE
 DU2029'STATION, 20 PACES SOUTH OF THE CENTER LINE OF HIGHWAY, 12 PACES
 DU2029'NORTHWEST OF THE CENTER LINE OF A DIM TRACK ROAD, SET IN THE TOP
 DU2029'OF A CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED GRAPE
 DU2029'1946.
 DU2029'
 DU2029'TO REACH FROM THE POST OFFICE AND STORE IN ROOSEVELT.  GO SOUTH
 DU2029'ON HIGHWAY 88 TOWARD GLOBE FOR 6.8 MILES TO A SIDE ROAD LEFT
 DU2029'AND THE STATION ON THE RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 DU2029
 DU2029                          STATION RECOVERY (1948)
 DU2029
 DU2029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2029'RECOVERED AS DESCRIBED BY NGS.
 DU2029
 DU2029                          STATION RECOVERY (1963)
 DU2029
 DU2029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2029'RECOVERED AS DESCRIBED BY USGS AND NGS.
 DU2029
 DU2029                          STATION RECOVERY (1967)
 DU2029
 DU2029'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DU2029'MARK RECOVERED NO DESCRIPTION FURNISHED FOR MARK.  STATION HIT
 DU2029'BY GRADER AND A PORTION OF THE CONCRETE BROKEN.  REFERENCE MARKS
 DU2029'RECOVERED BUT NO DISTANCE CHECKS WERE MADE.
 DU2029'
 DU2029'THIS STATION NOT USED ON XC-PROJECT.
 DU2029
 DU2029                          STATION RECOVERY (2004)
 DU2029
 DU2029'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU2029'RECOVERED AS DESCRIBED.
 DU2029
 DU2029                          STATION RECOVERY (2005)
 DU2029
 DU2029'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU2029'RECOVERED AS DESCRIBED.
 DU2029
 DU2029                          STATION RECOVERY (2007)
 DU2029
 DU2029'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0413 ***********************************************************************
 GQ0413  DESIGNATION -  GRASS
 GQ0413  PID         -  GQ0413
 GQ0413  STATE/COUNTY-  AZ/MOHAVE
 GQ0413  USGS QUAD   -  CANE SPRINGS SE (1985)
 GQ0413
 GQ0413                         *CURRENT SURVEY CONTROL
 GQ0413  ___________________________________________________________________
 GQ0413* NAD 83(1992)-  36 34 40.96729(N)    113 48 40.23238(W)     ADJUSTED  
 GQ0413* NAVD 88     -      1290.5    (meters)    4234.     (feet)  VERTCON   
 GQ0413  ___________________________________________________________________
 GQ0413  LAPLACE CORR-           9.34  (seconds)                    DEFLEC99
 GQ0413  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 GQ0413  HORZ ORDER  -  THIRD
 GQ0413
 GQ0413.The horizontal coordinates were established by classical geodetic methods
 GQ0413.and adjusted by the National Geodetic Survey in August 1993.
 GQ0413
 GQ0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0413
 GQ0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0413
 GQ0413.The geoid height was determined by GEOID03.
 GQ0413
 GQ0413;                    North         East     Units Scale Factor Converg.
 GQ0413;SPC AZ W     -   618,671.404   207,885.075   MT  0.99993370   -0 02 11.2
 GQ0413;SPC AZ W     - 2,029,761.82    682,037.65   iFT  0.99993370   -0 02 11.2
 GQ0413;UTM  12      - 4,051,744.243   248,467.814   MT  1.00037956   -1 40 34.0
 GQ0413
 GQ0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0413!SPC AZ W     -   0.99980145  x   0.99993370  =   0.99973516
 GQ0413!UTM  12      -   0.99980145  x   1.00037956  =   1.00018093
 GQ0413
 GQ0413|---------------------------------------------------------------------|
 GQ0413| PID    Reference Object                     Distance      Geod. Az  |
 GQ0413|                                                           dddmmss.s |
 GQ0413| CH2374 GRASS RM 1                            5.190 METERS 04905     |
 GQ0413| CH2375 GRASS RM 2                            8.098 METERS 14600     |
 GQ0413| CH2373 GRASS AZ MK                                        1702437.9 |
 GQ0413|---------------------------------------------------------------------|
 GQ0413
 GQ0413                          SUPERSEDED SURVEY CONTROL
 GQ0413
 GQ0413  NAD 83(1986)-  36 34 40.96208(N)    113 48 40.23028(W) AD(       ) 3
 GQ0413  NAD 27      -  36 34 41.02700(N)    113 48 37.38300(W) AD(       ) 3
 GQ0413  NGVD 29 (07/19/86) 1289.7    (m)         4231.     (f) VERT ANG    3  
 GQ0413
 GQ0413.Superseded values are not recommended for survey control.
 GQ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0413.See file dsdata.txt to determine how the superseded data were derived.
 GQ0413
 GQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4846851744(NAD 83)
 GQ0413_MARKER: DS = TRIANGULATION STATION DISK
 GQ0413_SETTING: 80 = SET IN A BOULDER
 GQ0413_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0413
 GQ0413  HISTORY     - Date     Condition        Report By
 GQ0413  HISTORY     - 1953     MONUMENTED       CGS
 GQ0413
 GQ0413                          STATION DESCRIPTION
 GQ0413
 GQ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0413'THE STATION IS LOCATED ON A GRASS COVERED ROUND HILL WHICH
 GQ0413'IS THE FIRST OF SEVERAL WHICH LIE TO THE WEST OF THE GRAND
 GQ0413'WASH.  THERE IS SOME SMALL BRUSH AND A GREAT MANY BLACK LAVA
 GQ0413'BOULDERS DOT THE HILL.  IT IS 21 MILES SOUTHEAST OF MESQUITE,
 GQ0413'NEVADA, 19 MILES SOUTHWEST OF WOLF HOLE, 5 MILES SOUTH-SOUTHWEST
 GQ0413'OF CANE SPRINGS WHICH ARE IN THE GRAND WASH, 2.5 MILES NORTH
 GQ0413'OF A TRACK ROAD WHICH LEADS WEST ACROSS THE HILLS TO THE YATES
 GQ0413'RANCH AND U.S. HIGHWAY 91 AND 1.5 MILES WEST OF THE BED OF
 GQ0413'THE GRAND WASH.
 GQ0413'
 GQ0413'IT IS BEST REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0413'BY GOING EAST FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE
 GQ0413'CEMETARY, TURN RIGHT AND GO SOUTH AND THEN EAST ON AN OILED
 GQ0413'ROAD FOR 2.1 MILES TO A FORK AT THE SOUTH END OF THE VIRGIN
 GQ0413'RIVER BRIDGE, KEEP RIGHT FOR 1.4 MILES TO A FORK, KEEP RIGHT
 GQ0413'SOUTH AND SOUTHWEST FOR 1.4 MILES TO A FORK, TAKE THE LEFT
 GQ0413'FORK AND GO SOUTH FOR 23.5 MILES TO WOLF HOLE, CABIN AND
 GQ0413'CORRAL ON THE RIGHT, CONTINUE 0.5 MILE TO A FORK, KEEP RIGHT
 GQ0413'FOR 0.3 MILE TO A FENCE CORNER, TURN RIGHT, WEST, FOR 0.1
 GQ0413'MILE TO A FORK, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 GQ0413'SOUTH AND WEST FOR 3.1 MILES TO A WIRE GATE, PASS THROUGH THE
 GQ0413'GATE AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 3.7 MILES
 GQ0413'TO A FORK, KEEP LEFT FOR 0.4 MILE TO A CROSSROAD, TURN
 GQ0413'RIGHT AND FOLLOW THE MAIN ROAD FOR 2.4 MILES TO A FORK,
 GQ0413'KEEP LEFT DOWN A DEEP CANYON FOR 5.4 MILES TO A FORK,
 GQ0413'TAKE LEFT FORK FOR 0.9 MILE TO CORRALS ON THE RIGHT, THIS
 GQ0413'IS CANE SPRINGS, CONTINUE SOUTH FOR 2.1 MILES TO A WATER
 GQ0413'TROUGH ON THE LEFT, CONTINUE SOUTH ON THE MAIN TRAVELED
 GQ0413'ROAD FOLLOWING THE WATER COURSE FOR 8.6 MILES TO A FORK,
 GQ0413'KEEP RIGHT FOR 0.1 MILE TO A DIM FORK AND CAIRN ON THE
 GQ0413'RIGHT, TURN RIGHT FOR .15 MILE TO THE AZIMUTH MARK ON THE
 GQ0413'LEFT, CONTINUE ON THE DIM ROAD TO ITS END AND THEN ON
 GQ0413'NORTH ACROSS COUNTRY FOR A DISTANCE OF 3.1 MILES TO THE
 GQ0413'STATION.
 GQ0413'
 GQ0413'THE STATION IS A STANDARD DISK STAMPED GRASS 1953.  IT IS
 GQ0413'CEMENTED IN A DRILL HOLE IN A 5 FT X 3 FT BOULDER WHICH
 GQ0413'PROJECTS 6 INCHES.  IT IS 6 FEET NORTH OF A WITNESS POST.
 GQ0413'
 GQ0413'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRASS NO 1 1953.
 GQ0413'IT IS CEMENTED IN A DRILL HOLE IN A 18 IN X 18 IN BOULDER
 GQ0413'WHICH IS FLUSH.
 GQ0413'
 GQ0413'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRASS NO 2 1953.
 GQ0413'IT IS CEMENTED IN A DRILL HOLE IN A 5 FT X 1.5 FT BOULDER
 GQ0413'WHICH PROJECTS 5 INCHES.
 GQ0413'
 GQ0413'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRASS 1953.  IT
 GQ0413'IS CEMENTED IN A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS
 GQ0413'8 INCHES.  THE MARK IS .15 MILE NORTH OF A DIM ROAD FORK,
 GQ0413'40 FEET WEST OF A DIM TRACK ROAD, 4 FEET WEST OF A WITNESS
 GQ0413'POST AND THERE IS A CAIRN ON EACH SIDE OF THE MARK.  THE
 GQ0413'TO REACH IS IN THE TO REACH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0338 ***********************************************************************
 GQ0338  DESIGNATION -  GRASSY
 GQ0338  PID         -  GQ0338
 GQ0338  STATE/COUNTY-  AZ/MOHAVE
 GQ0338  USGS QUAD   -  HEATON KNOLLS (1988)
 GQ0338
 GQ0338                         *CURRENT SURVEY CONTROL
 GQ0338  ___________________________________________________________________
 GQ0338* NAD 83(1992)-  36 33 03.15023(N)    112 55 35.65872(W)     ADJUSTED  
 GQ0338* NAVD 88     -      1792.4    (meters)    5881.     (feet)  VERTCON   
 GQ0338  ___________________________________________________________________
 GQ0338  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GQ0338  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 GQ0338  HORZ ORDER  -  FIRST
 GQ0338
 GQ0338.The horizontal coordinates were established by classical geodetic methods
 GQ0338.and adjusted by the National Geodetic Survey in June 1998.
 GQ0338
 GQ0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0338
 GQ0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0338
 GQ0338.The geoid height was determined by GEOID03.
 GQ0338
 GQ0338;                    North         East     Units Scale Factor Converg.
 GQ0338;SPC AZ W     -   615,970.152   287,079.373   MT  1.00000026   +0 29 25.5
 GQ0338;SPC AZ W     - 2,020,899.45    941,861.46   iFT  1.00000026   +0 29 25.5
 GQ0338;UTM  12      - 4,046,778.205   327,568.754   MT  0.99996632   -1 08 51.5
 GQ0338
 GQ0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0338!SPC AZ W     -   0.99972239  x   1.00000026  =   0.99972265
 GQ0338!UTM  12      -   0.99972239  x   0.99996632  =   0.99968872
 GQ0338
 GQ0338|---------------------------------------------------------------------|
 GQ0338| PID    Reference Object                     Distance      Geod. Az  |
 GQ0338|                                                           dddmmss.s |
 GQ0338| CH2376 GRASSY RM 1                           9.052 METERS 07707     |
 GQ0338| CH2640 LAVA RM 1                                          1501623.4 |
 GQ0338| GQ0339 LAVA CAIRN                          APPROX. 0.9 KM 1512227.7 |
 GQ0338| CH2377 GRASSY RM 2                           8.740 METERS 20032     |
 GQ0338|---------------------------------------------------------------------|
 GQ0338
 GQ0338                          SUPERSEDED SURVEY CONTROL
 GQ0338
 GQ0338  NAD 83(1992)-  36 33 03.15023(N)    112 55 35.65872(W) AD(       ) 1
 GQ0338  NAD 83(1986)-  36 33 03.14578(N)    112 55 35.65593(W) AD(       ) 1
 GQ0338  NAD 27      -  36 33 03.20500(N)    112 55 32.92300(W) AD(       ) 1
 GQ0338  NGVD 29 (07/19/86) 1791.5    (m)         5878.     (f) VERT ANG    3  
 GQ0338
 GQ0338.Superseded values are not recommended for survey control.
 GQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0338.See file dsdata.txt to determine how the superseded data were derived.
 GQ0338
 GQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2756946778(NAD 83)
 GQ0338_MARKER: DS = TRIANGULATION STATION DISK
 GQ0338_SETTING: 0 = UNSPECIFIED SETTING
 GQ0338
 GQ0338  HISTORY     - Date     Condition        Report By
 GQ0338  HISTORY     - 1953     MONUMENTED       CGS
 GQ0338
 GQ0338                          STATION DESCRIPTION
 GQ0338
 GQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0338'THE STATION IS LOCATED ABOUT 41 MILES WEST-SOUTHWEST OF JACOB
 GQ0338'LAKE, ABOUT 35 MILES SOUTHWEST OF FREDONIA, ABOUT 29 MILES
 GQ0338'SOUTH OF SHORT CREEK, AND ABOUT 1.5 MILES WEST OF THE BLADED
 GQ0338'ROAD LEADING SOUTH TO THE GRAND CANYON NATIONAL MONUMENT,
 GQ0338'AT THE SOUTHEAST END OF A LONG VALLEY.  IT IS ON TOP OF A
 GQ0338'BARE ROUND-TOPPED HILL WHICH IS THE SECOND HILL FROM THE
 GQ0338'SOUTH OF A GROUP OF FOUR HILLS, THE SOUTHERNMOST HILL HAVING
 GQ0338'A LARGE CAIRN ON ITS SUMMIT.
 GQ0338'
 GQ0338'REACHED FROM FREDONIA AT THE JUNCTION OF U.S. HIGHWAY 89 AND
 GQ0338'THE GRAVEL ROAD LEADING WEST TO PIPE SPRINGS BY DRIVING WEST
 GQ0338'ON GRAVEL ROAD FOR 8.2 MILES TO A FORK, JUST BEFORE REACHING
 GQ0338'ANOTHER FORK.  TURN LEFT AS PER SIGN GRAND CANYON NATIONAL
 GQ0338'MONUMENT AND GO 25.9 MILES TO A WIRE GATE.  PASS THROUGH AND
 GQ0338'CONTINUE FOR 1.5 MILES TO A GATE.  PASS THROUGH, TAKE THE
 GQ0338'RIGHT FORK AND GO 2.55 MILES TO A DIM REVERSE Y FORK.  THIS
 GQ0338'IS 1.6 MILES BEFORE REACHING A CATTLE GUARD.  TURN SHARP
 GQ0338'RIGHT (NORTHERLY) ON TRACK ROAD AND GO 0.5 MILE.  TURN LEFT
 GQ0338'ALONG A COW TRAIL AND VERY DIM TRACKS AND CONTINUE FOR 0.25
 GQ0338'MILE TO A WASH.  CROSS WASH AND CONTINUE FOR 0.3 MILE UP
 GQ0338'THE GENTLE SLOPE TO THE TOP OF THE MESA.  CONTINUE
 GQ0338'WESTERLY ALONG THE RIDGE AND ACROSS A SMALL WASH FOR 0.7
 GQ0338'MILE TO THE BASE OF THE FIRST KNOLL SOUTH OF THE STATION
 GQ0338'HILL AND THE END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE
 GQ0338'VEHICLE.  WITH A 4-WHEEL DRIVE VEHICLE CONTINUE TO THE TOP OF
 GQ0338'KNOLL, THENCE RIGHT TO BASE OF STATION HILL, A TOTAL OF
 GQ0338'ABOUT 0.2 MILE.  TURN LEFT AND FOLLOW THE BASE OF STATION
 GQ0338'HILL TO THE NORTHWEST SIDE OF HILL AND A RIDGE LEADING
 GQ0338'SOUTHEAST TO THE HIGHEST POINT AND THE STATION.  A DRIVE
 GQ0338'WITH A 4-WHEEL DRIVE VEHICLE.  A 1/4 HOUR PACK WITH 2-WHEEL
 GQ0338'DRIVE VEHICLE.
 GQ0338'
 GQ0338'THE STATION IS NEAR THE CENTER AND ON THE HIGHEST POINT OF A
 GQ0338'GRASSY RIDGE-LIKE HILL.  IT IS A STANDARD DISK WELDED TO THE
 GQ0338'TOP OF A 3-INCH SOIL PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE
 GQ0338'THE GROUND SURFACE.  THE MARK IS STAMPED GRASSY 1952.
 GQ0338'
 GQ0338'REFERENCE MARK 1 IS ABOUT 18 INCHES LOWER THAN THE STATION.
 GQ0338'IT IS A STANDARD DISK STAMPED GRASSY NO 1 1952 AND WELDED
 GQ0338'TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS ABOUT 8 INCHES
 GQ0338'ABOVE THE SURFACE.
 GQ0338'
 GQ0338'REFERENCE MARK 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 GQ0338'STATION.  IT IS A STANDARD DISK STAMPED GRASSY NO 2 1952 AND
 GQ0338'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS ABOUT
 GQ0338'8 INCHES ABOVE THE SURFACE.
 GQ0338'
 GQ0338'THE AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0338'STAMPED NO 1, IS LOCATED ON THE FIRST HIGH POINT OR THE
 GQ0338'SOUTHERNMOST ONE OF THE FOUR HILLS MENTIONED ABOVE.  THE MARK
 GQ0338'IS ABOUT 70 FEET NORTH-NORTHEAST OF THE HIGHEST POINT AND ABOUT
 GQ0338'60 FEET NORTH-NORTHEAST OF A 7X5-FOOT CAIRN IN THE TOP OF WHICH
 GQ0338'IS A POLE PROTRUDING AN ADDITIONAL 8 FEET ABOVE THE CAIRN.
 GQ0338'THE MARK IS SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT
 GQ0338'18 INCHES ABOVE THE SURFACE.
 GQ0338'
 GQ0338'THE CAIRN, U.S. GEOLOGICAL SURVEY TRIANGULATION STATION LAVA,
 GQ0338'IS REFERENCED BY 2 REFERENCE MARKS, NUMBERS 1 AND 2, WHICH
 GQ0338'WERE BOTH RECOVERED AND FOUND IN GOOD CONDITION.  THE CAIRN
 GQ0338'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0352 ***********************************************************************
 CF0352  DESIGNATION -  GRASSY
 CF0352  PID         -  CF0352
 CF0352  STATE/COUNTY-  AZ/COCHISE
 CF0352  USGS QUAD   -  BISBEE NE (1976)
 CF0352
 CF0352                         *CURRENT SURVEY CONTROL
 CF0352  ___________________________________________________________________
 CF0352* NAD 83(1992)-  31 27 13.70443(N)    109 51 38.96986(W)     ADJUSTED  
 CF0352* NAVD 88     -      2011.9    (meters)    6601.     (feet)  VERTCON   
 CF0352  ___________________________________________________________________
 CF0352  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CF0352  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CF0352  HORZ ORDER  -  FIRST
 CF0352
 CF0352.The horizontal coordinates were established by classical geodetic methods
 CF0352.and adjusted by the National Geodetic Survey in August 1993.
 CF0352
 CF0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0352
 CF0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0352
 CF0352.The geoid height was determined by GEOID03.
 CF0352
 CF0352;                    North         East     Units Scale Factor Converg.
 CF0352;SPC AZ E     -    50,350.540   242,427.104   MT  0.99991042   +0 09 34.5
 CF0352;SPC AZ E     -   165,192.06    795,364.51   iFT  0.99991042   +0 09 34.5
 CF0352;UTM  12      - 3,480,458.416   608,237.408   MT  0.99974450   +0 35 40.2
 CF0352
 CF0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0352!SPC AZ E     -   0.99968848  x   0.99991042  =   0.99959893
 CF0352!UTM  12      -   0.99968848  x   0.99974450  =   0.99943306
 CF0352
 CF0352|---------------------------------------------------------------------|
 CF0352| PID    Reference Object                     Distance      Geod. Az  |
 CF0352|                                                           dddmmss.s |
 CF0352| CC6607 GRASSY RM 1                           3.792 METERS 03727     |
 CF0352| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX.15.9 KM 0754044.2 |
 CF0352| CC6606 GRASSY AZ MK                                       1134306.5 |
 CF0352| CC6608 GRASSY RM 2                           4.298 METERS 23007     |
 CF0352| CF0425 STATE RADIO TOWER                   APPROX. 9.2 KM 2825517.4 |
 CF0352|---------------------------------------------------------------------|
 CF0352
 CF0352                          SUPERSEDED SURVEY CONTROL
 CF0352
 CF0352  NAD 83(1986)-  31 27 13.69897(N)    109 51 38.96163(W) AD(       ) 1
 CF0352  NAD 27      -  31 27 13.34100(N)    109 51 36.69400(W) AD(       ) 1
 CF0352  NGVD 29 (03/13/91) 2011.0    (m)         6598.     (f) VERT ANG    3  
 CF0352
 CF0352.Superseded values are not recommended for survey control.
 CF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0352.See file dsdata.txt to determine how the superseded data were derived.
 CF0352
 CF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0823780458(NAD 83)
 CF0352_MARKER: DS = TRIANGULATION STATION DISK
 CF0352_SETTING: 66 = SET IN ROCK OUTCROP
 CF0352_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0352+STABILITY: POSITION/ELEVATION WELL
 CF0352
 CF0352  HISTORY     - Date     Condition        Report By
 CF0352  HISTORY     - 1938     MONUMENTED       CGS
 CF0352  HISTORY     - 1944     GOOD             CGS
 CF0352  HISTORY     - 1956     GOOD             USE
 CF0352  HISTORY     - 1957     GOOD             USGS
 CF0352  HISTORY     - 1982     GOOD             AZDT
 CF0352  HISTORY     - 1986     GOOD             AZDT
 CF0352
 CF0352                          STATION DESCRIPTION
 CF0352
 CF0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0352'STATION IS ON A HIGH AND PROMINENT MOUNTAIN NEAR THE E EDGE
 CF0352'OF THE MULE MOUNTAINS AND IS THE HIGHEST POINT ON THE N SIDE
 CF0352'OF U.S. HIGHWAY 80 AND E OF BISBEE.  IT IS KNOWN AS GRASSY
 CF0352'MOUNTAIN AND OVERLOOKS ALL THE COUNTRY TO THE N AND E.  IT IS
 CF0352'ABOUT 03.3 MILES EXN OF BISBEE AND ABOUT N OF U.S. HIGHWAY
 CF0352'80.
 CF0352'
 CF0352'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0352'SET IN A BOULDER.
 CF0352'
 CF0352'TO REACH FROM BISBEE GO E FROM THE POST OFFICE ON U.S. HIGHWAY
 CF0352'80, 03.8 MILES TO STATION GULCH AT THE RIGHT OF THE HIGHWAY.
 CF0352'CONTINUE E FOR 00.3 MILE TO A DUMP GROUNDS ON LEFT OF ROAD.
 CF0352'HERE TURN LEFT AND FOLLOW THE DIRT ROAD NORTHERLY TO THE RIDGE
 CF0352'WHICH LEADS TO THE STATION.  THIS IS THE END OF TRUCK TRAVEL.
 CF0352'FROM THE END OF TRUCK TRAVEL BEAR LEFT, WESTERLY, AROUND THE
 CF0352'RIDGE TO A DEEP WASH.  FOLLOW THE WASH NORTHERLY FOR ABOUT
 CF0352'1-1/2 MILES TO THE BASE OF THE MOUNTAIN ON WHICH STATION IS
 CF0352'LOCATED.  HERE ASCEND TO THE RIDGE AND FOLLOW IT TO THE
 CF0352'HIGHEST POINT AND STATION.  IT IS ABOUT A TWO HOUR PACK TO
 CF0352'THE STATION.
 CF0352'
 CF0352'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND AT ABOUT THE
 CF0352'SAME ELEVATION.  REFERENCE MARK NO. 2 IS SW OF THE STATION AND
 CF0352'ABOUT 2 FEET LOWER IN ELEVATION.
 CF0352'
 CF0352'THE AZIMUTH MARK IS LOCATED ABOUT .25 MILE ESE OF THE STATION
 CF0352'AND IS ABOUT 25 FEET LOWER IN ELEVATION.  IT IS ON THE FIRST
 CF0352'POINT OF A HOG-BACK RIDGE.
 CF0352'
 CF0352'THE ROUTE USED TO REACH THE STATION DIFFERS FROM THAT DESCRIBED
 CF0352'IN THE RECONNAISSANCE DESCRIPTION, IT BEING FOUND AN EASIER
 CF0352'ROUTE.
 CF0352
 CF0352                          STATION RECOVERY (1944)
 CF0352
 CF0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0352'ORIGINAL DESCRIPTION SATISFACTORY.  STATION RECOVERED IN GOOD
 CF0352'CONDITION.
 CF0352
 CF0352                          STATION RECOVERY (1956)
 CF0352
 CF0352'RECOVERY NOTE BY US ENGINEERS 1956
 CF0352'STATION RECOVERED AS DESCRIBED.
 CF0352'
 CF0352'REFERENCE MARK 2 AND AZIMUTH MARK NOT SEARCHED FOR.
 CF0352
 CF0352                          STATION RECOVERY (1957)
 CF0352
 CF0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0352'RECOVERED AS DESCRIBED BY NGS IN 1938 IN DESCRIPTION LIST 31 109
 CF0352'3, STATION 1002.  ALL MARKS IN GOOD CONDITION.
 CF0352
 CF0352                          STATION RECOVERY (1982)
 CF0352
 CF0352'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0352'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CF0352'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 CF0352'FOLLOWS.
 CF0352'
 CF0352'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 80 AND STATE
 CF0352'ROUTE 92 IN BISBEE, TRAVEL EAST ALONG US 80 FOR 2.3 MILES TO A SIDE
 CF0352'ROAD LEFT.  TURN LEFT AND BEAR TO THE RIGHT OR EAST FOR 0.1 MILE TO A
 CF0352'ROAD LEFT.  TURN LEFT AND TRAVEL NORTH 0.25 MILE TO THE NORTHWEST
 CF0352'CORNER OF AN OLD DUMP AND END OF TRUCK TRAVEL.  PACK NORTHEAST TO A
 CF0352'FENCE CORNER WHICH IS JUST WEST OF A DRAIN, CROSS DRAINAGE AND PACK UP
 CF0352'MOUNTAIN KEEPING TO THE RIGHT OF A GRAY ROCK FACE TO THE TOP OF THE
 CF0352'FACE, CONTINUE UP MOUNTAIN TO THE AZIMUTH MARK ON A PROMINENT KNOB.
 CF0352'CROSS SADDLE TO HIGH POINT AND STATION.
 CF0352
 CF0352                          STATION RECOVERY (1986)
 CF0352
 CF0352'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0352'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1982 RECOVERY  BY
 CF0352'AZDT IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1179 ***********************************************************************
 CZ1179  DESIGNATION -  GRAVEL
 CZ1179  PID         -  CZ1179
 CZ1179  STATE/COUNTY-  AZ/PINAL
 CZ1179  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1179
 CZ1179                         *CURRENT SURVEY CONTROL
 CZ1179  ___________________________________________________________________
 CZ1179* NAD 83(1992)-  32 50 07.56510(N)    111 43 10.63918(W)     ADJUSTED  
 CZ1179* NAVD 88     -       445.71   (+/-2cm)    1462.3    (feet)  VERTCON   
 CZ1179  ___________________________________________________________________
 CZ1179  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CZ1179  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1179  HORZ ORDER  -  THIRD
 CZ1179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1179
 CZ1179.The horizontal coordinates were established by classical geodetic methods
 CZ1179.and adjusted by the National Geodetic Survey in August 1993.
 CZ1179
 CZ1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1179.The vertical order pertains to the NGVD 29 superseded value.
 CZ1179
 CZ1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1179
 CZ1179.The geoid height was determined by GEOID03.
 CZ1179
 CZ1179;                    North         East     Units Scale Factor Converg.
 CZ1179;SPC AZ C     -   203,519.788   231,806.737   MT  0.99990419   +0 06 24.6
 CZ1179;SPC AZ C     -   667,715.84    760,520.79   iFT  0.99990419   +0 06 24.6
 CZ1179;UTM  12      - 3,633,272.806   432,650.657   MT  0.99965593   -0 23 24.8
 CZ1179
 CZ1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1179!SPC AZ C     -   0.99993475  x   0.99990419  =   0.99983895
 CZ1179!UTM  12      -   0.99993475  x   0.99965593  =   0.99959071
 CZ1179
 CZ1179|---------------------------------------------------------------------|
 CZ1179| PID    Reference Object                     Distance      Geod. Az  |
 CZ1179|                                                           dddmmss.s |
 CZ1179| CZ1181 GRAVEL RM 1                           8.605 METERS 04602     |
 CZ1179| CZ1180 GRAVEL RM 2                           8.325 METERS 14602     |
 CZ1179| CZ2042 GRAVEL AZ MK                        488.013 METERS 1521851.3 |
 CZ1179| CZ1182 GRAVEL 2                            147.102 METERS 17839     |
 CZ1179| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 5.5 KM 3261450.6 |
 CZ1179| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX. 3.4 KM 3392742.7 |
 CZ1179|---------------------------------------------------------------------|
 CZ1179
 CZ1179                          SUPERSEDED SURVEY CONTROL
 CZ1179
 CZ1179  NAD 83(1986)-  32 50 07.56117(N)    111 43 10.64117(W) AD(       ) 3
 CZ1179  NAD 27      -  32 50 07.35810(N)    111 43 08.18000(W) AD(       ) 3
 CZ1179  NGVD 29 (??/??/92)  445.162  (m)         1460.50   (f) ADJ UNCH    2 0
 CZ1179
 CZ1179.Superseded values are not recommended for survey control.
 CZ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1179.See file dsdata.txt to determine how the superseded data were derived.
 CZ1179
 CZ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3265133273(NAD 83)
 CZ1179_MARKER: DS = TRIANGULATION STATION DISK
 CZ1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1179_STAMPING: GRAVEL 1960
 CZ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1179+STABILITY: SURFACE MOTION
 CZ1179
 CZ1179  HISTORY     - Date     Condition        Report By
 CZ1179  HISTORY     - 1960     MONUMENTED       CGS
 CZ1179  HISTORY     - 1960     GOOD             CGS
 CZ1179  HISTORY     - 1962     GOOD             CGS
 CZ1179
 CZ1179                          STATION DESCRIPTION
 CZ1179
 CZ1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1179'STATION IS LOCATED 3-1/2 MILES SOUTHEAST OF CASA GRANDE, NEAR
 CZ1179'THE NORTH BASE OF CASA GRANDE MOUNTAIN, NEAR A GRAVEL SLIP
 CZ1179'PIT AND IN THE SOUTHWEST 1/4 OF SECTION 3, R 6 E, T 7 S.
 CZ1179'
 CZ1179'REACHED FROM THE POST OFFICE IN CASA GRANDE, GO EAST SOUTHEAST
 CZ1179'ON STATE HIGHWAY 84, FOR 2.4 MILES TO A CROSS ROAD, TURN RIGHT,
 CZ1179'SOUTH, ACROSS THE RAIL ROAD TRACKS, ON THE MACADAM ROAD AND
 CZ1179'GO 2.4 MILES TO A T ROAD, TURN LEFT AND GO EAST ON THE MACADAM
 CZ1179'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.  (TO REACH THE
 CZ1179'AZIMUTH MARK CONTINUE AHEAD FOR 0.1 MILE TO A SIDE ROAD RIGHT,
 CZ1179'TURN RIGHT AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 CZ1179'
 CZ1179'STATION MARKS ARE STANDARD DISKS, STAMPED GRAVEL 1960.  THE
 CZ1179'SURFACE DISK IS SET IN THE TOP OF A 11-INCH SQUARE, CONCRETE
 CZ1179'POST PROJECTING 3 INCHES.  IT IS 121 FEET SOUTH OF THE CENTER
 CZ1179'OF THE MACADAM ROAD.
 CZ1179'
 CZ1179'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAVEL NO 1 1960,
 CZ1179'SET IN THE TOP OF A 11-INCH SQUARE, CONCRETE POST PROJECTING
 CZ1179'2 INCHES.  IT IS 103 FEET SOUTH OF THE CENTER OF THE MACADAM
 CZ1179'ROAD.
 CZ1179'
 CZ1179'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAVEL NO 2 1960,
 CZ1179'SET IN THE TOP OF A 11-INCH SQUARE, CONCRETE POST PROJECTING 2
 CZ1179'INCHES.  IT IS 141 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD.
 CZ1179'
 CZ1179'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAVEL 1960, CEMENTED
 CZ1179'IN DRILL HOLE IN A CONCRETE BENCH OF PICNIC TABLE, 152 FEET
 CZ1179'SOUTHWEST OF THE PICNIC SHELTER.
 CZ1179
 CZ1179                          STATION RECOVERY (1960)
 CZ1179
 CZ1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ1179'2.6 MI SE FROM CASA GRANDE.
 CZ1179'2.4 MILES SOUTHEAST OF THE POST OFFICE AT CASA GRANDE ON STATE HIGHWAY
 CZ1179'84 TO BLACKTOP ROAD MAKING T INTERSECTION.  CONTINUE EAST ON THE
 CZ1179'BLACKTOP ROAD FOR 0.2 MILE TO THE STATION, WHICH IS 121 FEET SOUTH OF
 CZ1179'CENTER OF HIGHWAY, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CZ1179'PROJECTING 2 INCHES.
 CZ1179
 CZ1179                          STATION RECOVERY (1962)
 CZ1179
 CZ1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1179'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 CZ1179'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 CZ1179'WERE CHECKED AND FOUND TO BE CORRECT.
 CZ1179'
 CZ1179'THE STATION WAS MOVED AS REQUESTED BY THE ARIZONA STATE HIGHWAY
 CZ1179'DEPARTMENT TO CLEAR THE WAY FOR CONSTRUCTION, STATION MARK AND
 CZ1179'BOTH REFERENCE MARKS WERE DESTROYED AFTER STATION GRAVEL 2 WAS
 CZ1179'ESTABLISHED.
 CZ1179'
 CZ1179'THE ORIGINAL DESCRIPTION TO THE STATION WAS ADEQUATE, AN
 CZ1179'ERROR WAS FOUND IN THE TO REACH THE STATION, A NEW TO REACH
 CZ1179'FOLLOWS.
 CZ1179'
 CZ1179'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1179'EAST-SOUTHEAST ON STATE HIGHWAY 84 FOR 2.45 MILES TO A CROSSROAD,
 CZ1179'TURN RIGHT, GO SOUTH CROSSING THE RAILROAD TRACKS FOR 1.4 MILES
 CZ1179'TO A T ROAD, TURN LEFT, GO EAST FOR 0.2 MILE TO THE STATION ON
 CZ1179'THE RIGHT.
 CZ1179'
 CZ1179'THE AZIMUTH MARK WAS NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1115 ***********************************************************************
 ES1115  DESIGNATION -  GRAVEL
 ES1115  PID         -  ES1115
 ES1115  STATE/COUNTY-  AZ/COCONINO
 ES1115  USGS QUAD   -  ROCK STATION (1986)
 ES1115
 ES1115                         *CURRENT SURVEY CONTROL
 ES1115  ___________________________________________________________________
 ES1115* NAD 83(1992)-  34 59 40.93291(N)    110 46 03.30489(W)     ADJUSTED  
 ES1115* NAVD 88     -      1578.     (meters)    5177.     (feet)  SCALED    
 ES1115  ___________________________________________________________________
 ES1115  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ES1115  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES1115  HORZ ORDER  -  SECOND
 ES1115
 ES1115.The horizontal coordinates were established by classical geodetic methods
 ES1115.and adjusted by the National Geodetic Survey in August 1993.
 ES1115
 ES1115.The orthometric height was scaled from a topographic map.
 ES1115
 ES1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1115
 ES1115.The geoid height was determined by GEOID03.
 ES1115
 ES1115;                    North         East     Units Scale Factor Converg.
 ES1115;SPC AZ C     -   443,589.979   318,256.286   MT  1.00003557   +0 39 32.6
 ES1115;SPC AZ C     - 1,455,347.70  1,044,147.92   iFT  1.00003557   +0 39 32.6
 ES1115;SPC AZ E     -   443,151.665   158,504.898   MT  0.99993707   -0 20 40.7
 ES1115;SPC AZ E     - 1,453,909.66    520,029.19   iFT  0.99993707   -0 20 40.7
 ES1115;UTM  12      - 3,872,480.383   521,209.668   MT  0.99960554   +0 07 59.8
 ES1115
 ES1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1115!SPC AZ C     -   0.99975619  x   1.00003557  =   0.99979176
 ES1115!SPC AZ E     -   0.99975619  x   0.99993707  =   0.99969328
 ES1115!UTM  12      -   0.99975619  x   0.99960554  =   0.99936183
 ES1115
 ES1115|---------------------------------------------------------------------|
 ES1115| PID    Reference Object                     Distance      Geod. Az  |
 ES1115|                                                           dddmmss.s |
 ES1115| CD2961 GRAVEL RM 1                          11.760 METERS 09121     |
 ES1115| FQ0756 BAR                                 APPROX.14.2 KM 2854931.3 |
 ES1115| CD2962 GRAVEL RM 2                          11.528 METERS 33956     |
 ES1115|---------------------------------------------------------------------|
 ES1115
 ES1115                          SUPERSEDED SURVEY CONTROL
 ES1115
 ES1115  NAD 83(1986)-  34 59 40.92718(N)    110 46 03.30797(W) AD(       ) 2
 ES1115  NAD 27      -  34 59 40.85080(N)    110 46 00.81410(W) AD(       ) 2
 ES1115
 ES1115.Superseded values are not recommended for survey control.
 ES1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1115.See file dsdata.txt to determine how the superseded data were derived.
 ES1115
 ES1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2121072480(NAD 83)
 ES1115_MARKER: DS = TRIANGULATION STATION DISK
 ES1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1115
 ES1115  HISTORY     - Date     Condition        Report By
 ES1115  HISTORY     - 1958     MONUMENTED       CGS
 ES1115  HISTORY     - 1982     GOOD             NGS
 ES1115
 ES1115                          STATION DESCRIPTION
 ES1115
 ES1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES1115'THE STATION IS LOCATED ON THE TOP AND NEAR THE MIDDLE OF AN
 ES1115'EAST-WEST RIDGE THAT IS ABOUT 100 FEET HIGHER THAN THE
 ES1115'SURROUNDING COUNTRY, 5 MILES SOUTHWEST OF WINSLOW, 1 MILE
 ES1115'WEST OF THE NAVAJO-COCONINO COUNTY LINE AND 0.5 MILE EAST
 ES1115'OF A GRAVELED ROAD.
 ES1115'
 ES1115'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO SOUTH
 ES1115'ON STATE HIGHWAY 65 FOR 0.2 MILE TO THE FIRST STREET AFTER
 ES1115'PASSING UNDER THE SANTA FE RAILROAD OVERPASS, TURN RIGHT, GO
 ES1115'WEST ON A PAVED AND GRADED STREET FOR 0.8 MILE TO DENT AVE.,
 ES1115'TURN RIGHT, GO NORTH ON DENT AVE. FOR 1 BLOCK TO FRONT STREET,
 ES1115'TURN LEFT, GO WESTERLY FOR 1.3 MILES ALONG THE SOUTH SIDE OF THE
 ES1115'RAILROAD TRACKS AND THE NORTH SIDE OF THE AIRPORT RUNWAY TO A
 ES1115'GATE AND CATTLE GUARD, PASS THROUGH THE GATE AND CONTINUE
 ES1115'SOUTHWEST ON THE GRADED ROAD FOR 2.2 MILES TO A LOCKED GATE,
 ES1115'(THE KEY CAN BE OBTAINED FROM THE WINSLOW WATER DEPARTMENT)
 ES1115'PASS THROUGH THE GATE AND CONTINUE SOUTHWEST ON THE GRADED
 ES1115'ROAD FOR 1.0 MILE, HERE TURN LEFT AND FOLLOW A DIM TRACK
 ES1115'ROAD EASTERLY FOR 0.5 MILE TO THE TOP OF THE RIDGE AND THE
 ES1115'STATION.
 ES1115'
 ES1115'THE STATION MARK, STAMPED GRAVEL 1958, IS A STANDARD DISK SET
 ES1115'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 ES1115'AND IS 5 FEET NORTH OF A WITNESS POST.
 ES1115'
 ES1115'REFERENCE MARK NO. 1, STAMPED GRAVEL NO 1 1958, IS A STANDARD
 ES1115'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1115'4 INCHES AND IS 41 FEET EAST OF A WITNESS POST.
 ES1115'
 ES1115'REFERENCE MARK NO. 2, STAMPED GRAVEL NO 2 1958, IS A STANDARD
 ES1115'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1115'6 INCHES AND IS 45 FEET NORTH OF A WITNESS POST.
 ES1115
 ES1115                          STATION RECOVERY (1982)
 ES1115
 ES1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 ES1115'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN QUAD
 ES1115'341104, STA NO. 1001.  TO REACH THE STATION FROM THE POST OFFICE IN
 ES1115'WINSLOW, GO SOUTH ON STATE HIGHWAY 87 FOR 0.2 MILE TO THE FIRST
 ES1115'STREET (COPPERTOWN RD.) AFTER PASSING UNDER THE SANTA FE RAILROAD
 ES1115'OVERPASS, TURN RIGHT, GO WEST ON A PAVED ROAD (COPPERTOWN WHICH
 ES1115'TURNS INTO CENTRAL) FOR 2.0 MILES.  TURN LEFT ONTO A DIRT ROAD
 ES1115'(WELL FIELD RD.) AND CONTINUE SW FOR 2.4 MILES TO A LOCKED GATE,
 ES1115'(THE KEY CAN BE OBTAINED FROM THE WINSLOW WATER DEPARTMENT) PASS
 ES1115'THROUGH THE GATE AND CONTINUE SW ON THE DIRT ROAD FOR 1.0 MILE,
 ES1115'HERE TURN LEFT AND FOLLOW A DIM TRACK ROAD EASTERLY FOR 0.5 MILE
 ES1115'TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT.
 ES1115'
 ES1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 ES1115'SW OF WINSLOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0177 ***********************************************************************
 CH0177  DESIGNATION -  GRAVEL
 CH0177  PID         -  CH0177
 CH0177  STATE/COUNTY-  AZ/PIMA
 CH0177  USGS QUAD   -  DIAZ PEAK (1988)
 CH0177
 CH0177                         *CURRENT SURVEY CONTROL
 CH0177  ___________________________________________________________________
 CH0177* NAD 83(1992)-  31 55 15.16451(N)    112 43 48.61792(W)     ADJUSTED  
 CH0177* NAVD 88     -       506.1    (meters)    1660.     (feet)  VERTCON   
 CH0177  ___________________________________________________________________
 CH0177  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CH0177  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CH0177  HORZ ORDER  -  THIRD
 CH0177
 CH0177.The horizontal coordinates were established by classical geodetic methods
 CH0177.and adjusted by the National Geodetic Survey in August 1993.
 CH0177
 CH0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0177
 CH0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0177
 CH0177.The geoid height was determined by GEOID03.
 CH0177
 CH0177;                    North         East     Units Scale Factor Converg.
 CH0177;SPC AZ C     -   102,383.265   136,429.966   MT  0.99997296   -0 25 48.6
 CH0177;SPC AZ C     -   335,903.10    447,604.88   iFT  0.99997296   -0 25 48.6
 CH0177;UTM  12      - 3,532,971.908   336,424.815   MT  0.99992999   -0 54 54.1
 CH0177
 CH0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0177!SPC AZ C     -   0.99992556  x   0.99997296  =   0.99989853
 CH0177!UTM  12      -   0.99992556  x   0.99992999  =   0.99985556
 CH0177
 CH0177|---------------------------------------------------------------------|
 CH0177| PID    Reference Object                     Distance      Geod. Az  |
 CH0177|                                                           dddmmss.s |
 CH0177| CH5257 GRAVEL RM 1                          15.864 METERS 03946     |
 CH0177| CH5256 GRAVEL AZ MK                                       2062005.3 |
 CH0177| CH5258 GRAVEL RM 2                          14.149 METERS 31621     |
 CH0177|---------------------------------------------------------------------|
 CH0177
 CH0177                          SUPERSEDED SURVEY CONTROL
 CH0177
 CH0177  NAD 83(1986)-  31 55 15.15366(N)    112 43 48.61888(W) AD(       ) 3
 CH0177  NAD 27      -  31 55 14.92400(N)    112 43 46.08000(W) AD(       ) 3
 CH0177  NGVD 29 (06/20/88)  505.4    (m)         1658.     (f) VERT ANG    3  
 CH0177
 CH0177.Superseded values are not recommended for survey control.
 CH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0177.See file dsdata.txt to determine how the superseded data were derived.
 CH0177
 CH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3642532972(NAD 83)
 CH0177_MARKER: DS = TRIANGULATION STATION DISK
 CH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0177
 CH0177  HISTORY     - Date     Condition        Report By
 CH0177  HISTORY     - 1936     MONUMENTED       CGS
 CH0177  HISTORY     - 1958     GOOD             AMS
 CH0177  HISTORY     - 1962     GOOD             USGS
 CH0177  HISTORY     - 1972     GOOD             AZHD
 CH0177
 CH0177                          STATION DESCRIPTION
 CH0177
 CH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0177'ON A GRAVEL RIDGE IN THE BRUSHY PLAINS ABOUT 4-1/2 MILES, AIR
 CH0177'LINE, NORTHEAST OF BOUNDARY MONUMENT NO. 166 (I.B.C.), ABOUT
 CH0177'4 MILES EAST OF THE MAIN HIGHWAY FROM AJO TO SONOYTA, MEXICO,
 CH0177'ABOUT 6 MILES, AIR LINE, NORTHEAST OF SONOYTA CUSTOMHOUSE ON
 CH0177'THE BOUNDARY.  ON THE NORTHWEST BANK OF A BROAD WASH, AND ABOUT
 CH0177'100 FEET NORTHWEST OF AN OLD TRACK ROAD WHICH FORMERLY WAS USED
 CH0177'TO TRAVEL FROM VICINITY OF BOUNDARY MONUMENT NO. 166 (I.B.C.),
 CH0177'TO A WELL AT THE FOOT OF THE AJO MOUNTAINS.  MARKED BY
 CH0177'STANDARD BRONZE DISKS.
 CH0177'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CH0177'IS 15.864 METERS (52.05 FEET) FROM STATION N 39 DEG
 CH0177'46 MIN E. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CH0177'REFERENCE DISK, IS 14.149 METERS (46.42 FEET)
 CH0177'FROM STATION N 43 DEG 39 MIN W. THE AZIMUTH
 CH0177'MARK, A STANDARD BRONZE DISK, WAS SET ON THE
 CH0177'SAME RIDGE AS THE STATION ABOUT ONE-FOURTH MILE SOUTH
 CH0177'OF IT, ABOUT 15 FEET SOUTHEAST OF THE STOCK TRAIL AND
 CH0177'S 26 DEG 19 MIN W.
 CH0177
 CH0177                          STATION RECOVERY (1958)
 CH0177
 CH0177'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CH0177'STATION, REFERENCE MARK 1 AND 2, AND AZIMUTH MARK WAS RECOVERED
 CH0177'AS DESCRIBED.
 CH0177'
 CH0177'STATION IS LOCATED ON LOW FLAT NORTH-SOUTH RIDGE, 27 FEET
 CH0177'SW OF THE BASE OF LONE BUSH.  161 FEET ESE OF DARK LONE BUSH.
 CH0177'201 FEET WNW OF THE CENTER OF TWO BUSHES.  163 FEET NNE OF
 CH0177'LONE DARK TREE.
 CH0177
 CH0177                          STATION RECOVERY (1962)
 CH0177
 CH0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CH0177'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.  NEW TO REACH
 CH0177'FOLLOWS.
 CH0177'
 CH0177'TO REACH FROM LUKEVILLE, PORT OF ENTRY, GO 0.8 MI N. ALONG HWY.
 CH0177'85 TO Y-JCT.  TURN RIGHT 2.1 MI ALONG DIRT RD. TO WINDMILL THEN
 CH0177'1.9 MI FURTHER TO POINT BETWEEN TWO HILLS.  TURN LEFT FOLLOWING
 CH0177'FAINT TRACK RD. 4.4 MI TO STATION MARK ABOUT 100 FT NW. OF RD.
 CH0177
 CH0177                          STATION RECOVERY (1972)
 CH0177
 CH0177'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0177'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CH0177'AS DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0860 ***********************************************************************
 CY0860  DESIGNATION -  GRAVEL
 CY0860  PID         -  CY0860
 CY0860  STATE/COUNTY-  AZ/GREENLEE
 CY0860  USGS QUAD   -  DUNCAN (1986)
 CY0860
 CY0860                         *CURRENT SURVEY CONTROL
 CY0860  ___________________________________________________________________
 CY0860* NAD 83(1992)-  32 42 34.98451(N)    109 03 45.28953(W)     ADJUSTED  
 CY0860* NAVD 88     -      1139.2    (meters)    3738.     (feet)  VERTCON   
 CY0860  ___________________________________________________________________
 CY0860  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CY0860  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CY0860  HORZ ORDER  -  SECOND
 CY0860
 CY0860.The horizontal coordinates were established by classical geodetic methods
 CY0860.and adjusted by the National Geodetic Survey in August 1993.
 CY0860
 CY0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0860
 CY0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0860
 CY0860.The geoid height was determined by GEOID03.
 CY0860
 CY0860;                    North         East     Units Scale Factor Converg.
 CY0860;SPC AZ E     -   190,100.903   316,869.293   MT  1.00003207   +0 35 48.1
 CY0860;SPC AZ E     -   623,690.63  1,039,597.42   iFT  1.00003207   +0 35 48.1
 CY0860;UTM  12      - 3,620,766.453   681,590.504   MT  1.00000662   +1 02 50.0
 CY0860
 CY0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0860!SPC AZ E     -   0.99982525  x   1.00003207  =   0.99985731
 CY0860!UTM  12      -   0.99982525  x   1.00000662  =   0.99983187
 CY0860
 CY0860|---------------------------------------------------------------------|
 CY0860| PID    Reference Object                     Distance      Geod. Az  |
 CY0860|                                                           dddmmss.s |
 CY0860| CY0870 GRAVEL RM 1                           9.242 METERS 14445     |
 CY0860| CY0858 FRANK                               APPROX. 3.5 KM 2101623.2 |
 CY0860| CY0869 GRAVEL RM 2                           9.232 METERS 32542     |
 CY0860|---------------------------------------------------------------------|
 CY0860
 CY0860                          SUPERSEDED SURVEY CONTROL
 CY0860
 CY0860  NAD 83(1986)-  32 42 34.97761(N)    109 03 45.28954(W) AD(       ) 2
 CY0860  NGVD 29 (02/22/88) 1138.5    (m)         3735.     (f) VERT ANG    3  
 CY0860
 CY0860.Superseded values are not recommended for survey control.
 CY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0860.See file dsdata.txt to determine how the superseded data were derived.
 CY0860
 CY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8159120766(NAD 83)
 CY0860_MARKER: DS = TRIANGULATION STATION DISK
 CY0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0860+STABILITY: SURFACE MOTION
 CY0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0860+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY0860
 CY0860  HISTORY     - Date     Condition        Report By
 CY0860  HISTORY     - 1983     MONUMENTED       AZDT
 CY0860  HISTORY     - 20061020 GOOD             GEOCAC
 CY0860
 CY0860                          STATION DESCRIPTION
 CY0860
 CY0860'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0860'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF DUNCAN ALONG THE ROAD
 CY0860'WHICH LEADS TO VIRDEN NEW MEXICO.
 CY0860'
 CY0860'THE STATION MARK IS AN AZDT DISK STAMPED---GRAVEL 1983---.  IT IS SET
 CY0860'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 48 FEET EAST OF THE
 CY0860'CENTER LINE OF THE ROAD AND 3 FEET NORTHEAST OF THE WITNESS POST.
 CY0860'
 CY0860'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRAVEL RM 1 1983---.  IT IS
 CY0860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0860'
 CY0860'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRAVEL RM 2 1983---.  IT IS
 CY0860'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0860'
 CY0860'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN, TRAVEL NORTHEAST
 CY0860'FOR 0.1 MILE TO U.S. HIGHWAY 70 AND STATE ROUTE 75.  TRAVEL NORTHEAST
 CY0860'ALONG SR 75 FOR 0.6 MILE TO A FORK.  TURN RIGHT ON THE ROAD WHICH
 CY0860'LEADS TO VIRDEN FOR 2.4 MILES TO THE STATION ON THE LEFT.
 CY0860
 CY0860                          STATION RECOVERY (2006)
 CY0860
 CY0860'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0860'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY0860'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CY0860'ALL MARKS ARE DATED 1982 (NOT 1983).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2244 ***********************************************************************
 DU2244  DESIGNATION -  GRAVEL
 DU2244  PID         -  DU2244
 DU2244  STATE/COUNTY-  AZ/MARICOPA
 DU2244  USGS QUAD   -  MESA (1982)
 DU2244
 DU2244                         *CURRENT SURVEY CONTROL
 DU2244  ___________________________________________________________________
 DU2244* NAD 83(2007)-  33 26 50.64218(N)    111 51 23.14471(W)     ADJUSTED  
 DU2244* NAVD 88     -       367.4    (meters)    1205.     (feet)  VERTCON   
 DU2244  ___________________________________________________________________
 DU2244  EPOCH DATE  -        2007.00
 DU2244  X           -  -1,983,358.673 (meters)                     COMP
 DU2244  Y           -  -4,944,621.643 (meters)                     COMP
 DU2244  Z           -   3,495,654.239 (meters)                     COMP
 DU2244  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DU2244  ELLIP HEIGHT-         337.969 (meters)          (02/10/07) ADJUSTED
 DU2244  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU2244
 DU2244  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2244  Type    PID    Designation                      North   East  Ellip
 DU2244  -------------------------------------------------------------------
 DU2244  NETWORK DU2244 GRAVEL                            4.23   5.43   5.72
 DU2244  -------------------------------------------------------------------
 DU2244
 DU2244.The horizontal coordinates were established by GPS observations
 DU2244.and adjusted by the National Geodetic Survey in February 2007.
 DU2244
 DU2244.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2244.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2244.The horizontal coordinates are valid at the epoch date displayed above.
 DU2244.The epoch date for horizontal control is a decimal equivalence
 DU2244.of Year/Month/Day.
 DU2244
 DU2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2244
 DU2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2244
 DU2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2244
 DU2244.The ellipsoidal height was determined by GPS observations
 DU2244.and is referenced to NAD 83.
 DU2244
 DU2244.The geoid height was determined by GEOID03.
 DU2244
 DU2244;                    North         East     Units Scale Factor Converg.
 DU2244;SPC AZ C     -   271,368.709   218,960.252   MT  0.99990039   +0 01 59.5
 DU2244;SPC AZ C     -   890,317.29    718,373.53   iFT  0.99990039   +0 01 59.5
 DU2244;UTM  12      - 3,701,215.510   420,401.013   MT  0.99967811   -0 28 19.4
 DU2244
 DU2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2244!SPC AZ C     -   0.99994694  x   0.99990039  =   0.99984734
 DU2244!UTM  12      -   0.99994694  x   0.99967811  =   0.99962507
 DU2244
 DU2244                          SUPERSEDED SURVEY CONTROL
 DU2244
 DU2244  ELLIP H (06/11/02)  337.995  (m)                       GP(       ) 4 2
 DU2244  NAD 83(1992)-  33 26 50.64052(N)    111 51 23.14352(W) AD(       ) 1
 DU2244  ELLIP H (08/23/93)  338.068  (m)                       GP(       ) 4 2
 DU2244  NAD 83(1986)-  33 26 50.63401(N)    111 51 23.14873(W) AD(       ) 1
 DU2244  NGVD 29 (09/11/89)  366.8    (m)         1203.     (f) GPS OBS     3  
 DU2244
 DU2244.Superseded values are not recommended for survey control.
 DU2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2244.See file dsdata.txt to determine how the superseded data were derived.
 DU2244
 DU2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2040101216(NAD 83)
 DU2244_MARKER: DD = SURVEY DISK
 DU2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2244+STABILITY: SURFACE MOTION
 DU2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2244+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2006
 DU2244
 DU2244  HISTORY     - Date     Condition        Report By
 DU2244  HISTORY     - 1986     MONUMENTED       AZDT
 DU2244  HISTORY     - 20061117 GOOD             GEOCAC
 DU2244  HISTORY     - 20070928 MARK NOT FOUND   GEOCAC
 DU2244
 DU2244                          STATION DESCRIPTION
 DU2244
 DU2244'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2244'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTHWEST OF MESA,
 DU2244'ARIZONA.
 DU2244'
 DU2244'TO REACH THE STATION FROM THE INTERSECTION OF MCKELLIPS ROAD AND
 DU2244'ALMA SCHOOL ROAD, GO SOUTH ON ALMA SCHOOL ROAD FOR 0.8 KM (0.5 MI)
 DU2244'TO THE STATION ON THE LEFT.
 DU2244'
 DU2244'THE STATION IS A STANDARD AGS DISK
 DU2244'STAMPED---GRAVEL 1986---,
 DU2244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2244'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DU2244'1.25 METERS (4.1 FT) SOUTH FROM A WITNESS POST AND SIGN,
 DU2244'1.22 METERS (4.0 FT) NORTH FROM A WITNESS POST AND SIGN,
 DU2244'7.83 METERS (25.7 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND
 DU2244'LANE OF ALMA SCHOOL ROAD,
 DU2244'5.79 METERS (19.0 FT) SOUTHEAST FROM THE END OF A GUARD RAIL.
 DU2244'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2244'STAMPED---GRAVEL 1986---,
 DU2244'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2244
 DU2244                          STATION RECOVERY (2006)
 DU2244
 DU2244'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2244'RECOVERED IN GOOD CONDITION.
 DU2244
 DU2244                          STATION RECOVERY (2007)
 DU2244
 DU2244'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2244'IN THE AREA FOUND THE ROUND SURFACE CONCRETE MONUMENT DESTROYED. AT
 DU2244'THE ADJUSTED COORDINATES THERE IS A LARGE BANK OF RIVER ROCK AND THERE
 DU2244'WERE NO WITNESS POSTS IN THE AREA. DID NOT SEARCH FOR THE UNDERGROUND
 DU2244'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1182 ***********************************************************************
 CZ1182  DESIGNATION -  GRAVEL 2
 CZ1182  PID         -  CZ1182
 CZ1182  STATE/COUNTY-  AZ/PINAL
 CZ1182  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1182
 CZ1182                         *CURRENT SURVEY CONTROL
 CZ1182  ___________________________________________________________________
 CZ1182* NAD 83(1992)-  32 50 02.79130(N)    111 43 10.50645(W)     NO CHECK  
 CZ1182* NAVD 88     -       450.59   (+/-2cm)    1478.3    (feet)  VERTCON   
 CZ1182  ___________________________________________________________________
 CZ1182  X           -  -1,985,330.761 (meters)                     COMP
 CZ1182  Y           -  -4,983,956.201 (meters)                     COMP
 CZ1182  Z           -   3,438,742.444 (meters)                     COMP
 CZ1182  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CZ1182  ELLIP HEIGHT-         420.530 (meters)          (08/23/93) NO CHECK
 CZ1182  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1182  OBS GRAVITY -     979,397.0   (mgal)                       GRAV_OBS
 CZ1182
 CZ1182  HORZ ORDER  -  THIRD
 CZ1182  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1182  ELLP ORDER  -  FOURTH    CLASS II
 CZ1182
 CZ1182.The horizontal coordinates were established by classical geodetic methods
 CZ1182.and adjusted by the National Geodetic Survey in August 1993.
 CZ1182.No horizontal observational check was made to the station.
 CZ1182
 CZ1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1182.The vertical order pertains to the NGVD 29 superseded value.
 CZ1182
 CZ1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1182
 CZ1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1182
 CZ1182.The ellipsoidal height was determined by GPS observations
 CZ1182.and is referenced to NAD 83.
 CZ1182
 CZ1182.The geoid height was determined by GEOID03.
 CZ1182.The observed gravity was obtained from relative gravimeter ties
 CZ1182.to the IGSN71 gravity network.
 CZ1182
 CZ1182;                    North         East     Units Scale Factor Converg.
 CZ1182;SPC AZ C     -   203,372.747   231,810.463   MT  0.99990420   +0 06 24.7
 CZ1182;SPC AZ C     -   667,233.42    760,533.02   iFT  0.99990420   +0 06 24.7
 CZ1182;UTM  12      - 3,633,125.775   432,653.107   MT  0.99965592   -0 23 24.6
 CZ1182
 CZ1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1182!SPC AZ C     -   0.99993398  x   0.99990420  =   0.99983819
 CZ1182!UTM  12      -   0.99993398  x   0.99965592  =   0.99958992
 CZ1182
 CZ1182|---------------------------------------------------------------------|
 CZ1182| PID    Reference Object                     Distance      Geod. Az  |
 CZ1182|                                                           dddmmss.s |
 CZ1182| CZ1184 GRAVEL 2 RM 3                        11.251 METERS 08217     |
 CZ1182| CZ2042 GRAVEL AZ MK                        362.116 METERS 14156     |
 CZ1182| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 5.6 KM 3270259.9 |
 CZ1182| CZ1179 GRAVEL                              147.102 METERS 35839     |
 CZ1182|---------------------------------------------------------------------|
 CZ1182
 CZ1182                          SUPERSEDED SURVEY CONTROL
 CZ1182
 CZ1182  NAD 83(1986)-  32 50 02.78739(N)    111 43 10.50846(W) AD(       ) 3
 CZ1182  NAD 27      -  32 50 02.58420(N)    111 43 08.04730(W) AD(       ) 3
 CZ1182  NGVD 29 (??/??/92)  450.033  (m)         1476.48   (f) ADJ UNCH    1 2
 CZ1182
 CZ1182.Superseded values are not recommended for survey control.
 CZ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1182.See file dsdata.txt to determine how the superseded data were derived.
 CZ1182
 CZ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3265333126(NAD 83)
 CZ1182_MARKER: DS = TRIANGULATION STATION DISK
 CZ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1182_STAMPING: GRAVEL 2 1962
 CZ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1182+STABILITY: SURFACE MOTION
 CZ1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1182+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1182
 CZ1182  HISTORY     - Date     Condition        Report By
 CZ1182  HISTORY     - 1962     MONUMENTED       CGS
 CZ1182  HISTORY     - 1962     GOOD             CGS
 CZ1182  HISTORY     - 1975     GOOD             AZDT
 CZ1182  HISTORY     - 19840316 GOOD
 CZ1182  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1182
 CZ1182                          STATION DESCRIPTION
 CZ1182
 CZ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1182'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF CASA
 CZ1182'GRANDE, ABOUT 1-1/2 MILES SOUTH OF STATE HIGHWAY 84 AND IS
 CZ1182'ABOUT 0.15 MILE NORTHWEST OF THE CASA GRANDE MOUNTAIN PARK
 CZ1182'PICNIC AREA.
 CZ1182'
 CZ1182'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1182'EAST-SOUTHEAST ON STATE HIGHWAY 84 FOR 2.45 MILES TO A CROSSROAD,
 CZ1182'TURN LEFT, CROSS RAILROAD TRACKS AND GO SOUTH ON A SURFACED
 CZ1182'ROAD FOR 1.4 MILES TO A T ROAD, TURN LEFT, GO EAST ON SURFACED
 CZ1182'ROAD FOR 0.25 MILE TO END OF SURFACED ROAD, FOLLOW GRAVEL ROAD
 CZ1182'SOUTH FOR 0.1 MILE, TURN RIGHT, OFF THE ROAD AND GO WEST ABOUT
 CZ1182'450 FEET TO THE STATION.
 CZ1182'
 CZ1182'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF
 CZ1182'A ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 CZ1182'THE GROUND AND IS STAMPED GRAVEL 2 1962.  THE MARK IS ABOUT
 CZ1182'450 FEET WEST OF A GRAVEL ROAD AND 4 FEET EAST OF A WITNESS
 CZ1182'POST.
 CZ1182'
 CZ1182'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 CZ1182'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 CZ1182'GRAVEL 2 NO 3 1962.  THE MARK IS 40.7 FEET EAST-NORTHEAST OF
 CZ1182'WITNESS POST AND 2 FEET NORTH OF A YELLOW 2 X 4 WITNESS POST.
 CZ1182'
 CZ1182'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN TOP OF A
 CZ1182'ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 CZ1182'STAMPED GRAVEL 2 NO 4 1962.  THE MARK IS 43.5 FEET SOUTHEAST
 CZ1182'OF WITNESS POST AND 2 FEET WEST-SOUTHWEST OF A YELLOW 2 X 4
 CZ1182'WITNESS POST.
 CZ1182'
 CZ1182'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 CZ1182'THE TOP OF THE NORTHEAST CORNER OF A CONCRETE BENCH AT PICNIC
 CZ1182'TABLE.  THE MARK IS 152 FEET SOUTHEAST OF A COVERED PICNIC
 CZ1182'AREA.
 CZ1182'
 CZ1182'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 CZ1182'FOR 0.2 MILE TO THE MARK AS DESCRIBED ABOVE.
 CZ1182'
 CZ1182'THE DISTANCE FROM R.M. NO. 3 TO R.M. NO. 4 IS 43.36 FEET
 CZ1182'OR 13.219 METERS.
 CZ1182
 CZ1182                          STATION RECOVERY (1962)
 CZ1182
 CZ1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ1182'4.2 MI SE FROM CASA GRANDE.
 CZ1182'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1182'CASA GRANDE, THENCE 1.4 MILES SOUTH TO A T ROAD, THENCE LEFT 0.25 ON A
 CZ1182'SURFACED ROAD, THENCE 0.1 SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 450
 CZ1182'FEET WEST TO THE STATION, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CZ1182'THE GROUND, 4 FEET EAST OF A WITNESS POST, 36.92 FEET WEST-SOUTHWEST
 CZ1182'OF R.M. 3 AND 41.07 FEET NORTHWEST FROM R. M. 4.
 CZ1182
 CZ1182                          STATION RECOVERY (1975)
 CZ1182
 CZ1182'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1182'FROM MILEPOST 176, I-8, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1182'LEFT.  ON THE NORTH SHOULDER OF A GRANITE MOUNTAIN SOUTH OF CASA
 CZ1182'GRANDE.  ABOUT 250 FT. SOUTH OF THE SOUTH R/W FENCE LINE.  I-8.  105
 CZ1182'FT. EAST OF THE BOTTOM OF A LARGE DRAIN.  3 FT. EAST OF A USC AND GS
 CZ1182'SIGN.  A USC AND GS BRASS CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 CZ1182'POST, FLUSH WITH THE GROUND.
 CZ1182
 CZ1182                          STATION RECOVERY (1984)
 CZ1182
 CZ1182'RECOVERED 1984
 CZ1182'RECOVERED IN GOOD CONDITION.
 CZ1182
 CZ1182                          STATION RECOVERY (2007)
 CZ1182
 CZ1182'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1184 ***********************************************************************
 CZ1184  DESIGNATION -  GRAVEL 2 RM 3
 CZ1184  PID         -  CZ1184
 CZ1184  STATE/COUNTY-  AZ/PINAL
 CZ1184  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1184
 CZ1184                         *CURRENT SURVEY CONTROL
 CZ1184  ___________________________________________________________________
 CZ1184* NAD 83(1986)-  32 50 02.     (N)    111 43 10.     (W)     SCALED    
 CZ1184* NAVD 88     -       450.17   (+/-2cm)    1476.9    (feet)  VERTCON   
 CZ1184  ___________________________________________________________________
 CZ1184  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1184  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1184
 CZ1184.The horizontal coordinates were scaled from a topographic map and have
 CZ1184.an estimated accuracy of +/- 6 seconds.
 CZ1184
 CZ1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1184.The vertical order pertains to the NGVD 29 superseded value.
 CZ1184
 CZ1184.The geoid height was determined by GEOID03.
 CZ1184
 CZ1184;                    North         East    Units  Estimated Accuracy
 CZ1184;SPC AZ C     -   203,350.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1184
 CZ1184                          SUPERSEDED SURVEY CONTROL
 CZ1184
 CZ1184  NGVD 29 (??/??/92)  449.612  (m)         1475.10   (f) ADJ UNCH    1 2
 CZ1184
 CZ1184.Superseded values are not recommended for survey control.
 CZ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1184.See file dsdata.txt to determine how the superseded data were derived.
 CZ1184
 CZ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326331(NAD 83)
 CZ1184_MARKER: DR = REFERENCE MARK DISK
 CZ1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1184_STAMPING: GRAVEL 2 NO 3 1962
 CZ1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1184+STABILITY: SURFACE MOTION
 CZ1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1184+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1184
 CZ1184  HISTORY     - Date     Condition        Report By
 CZ1184  HISTORY     - 1962     MONUMENTED       CGS
 CZ1184  HISTORY     - 1975     GOOD             AZDT
 CZ1184  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1184
 CZ1184                          STATION DESCRIPTION
 CZ1184
 CZ1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1184'4.2 MI SE FROM CASA GRANDE.
 CZ1184'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1184'CASA GRANDE, THENCE 1.4 MILES SOUTH TO A T ROAD, THENCE LEFT 0.25 MILE
 CZ1184'ON A SURFACED ROAD, 0.1 MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 CZ1184'0.1 MILE WEST TO THE MARK, 36.92 FEET EAST-NORTHEAST OF THE STATION,
 CZ1184'40.7 FEET EAST-NORTHEAST OF A WITNESS POST, 2 FEET NORTH OF A YELLOW
 CZ1184'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CZ1184'ABOVE THE GROUND.
 CZ1184
 CZ1184                          STATION RECOVERY (1975)
 CZ1184
 CZ1184'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1184'FROM MILEPOST 176, I-8, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1184'LEFT.  ON A NORTH SHOULDER OF A GRANITE MOUNTAIN SOUTH OF CASA GRANDE.
 CZ1184'ABOUT 250 FT. SOUTH OF THE SOUTH R/W FENCE OF I-8.  35 FT. EAST OF
 CZ1184'THE MAIN STATION AND A USC AND GS SIGN.  140 FT. EAST OF THE BOTTOM OF
 CZ1184'A LARGE DRAIN.  A USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN.
 CZ1184'CYLINDRICAL POST, UP 0.3 FT.
 CZ1184
 CZ1184                          STATION RECOVERY (2007)
 CZ1184
 CZ1184'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1183 ***********************************************************************
 CZ1183  DESIGNATION -  GRAVEL 2 RM 4
 CZ1183  PID         -  CZ1183
 CZ1183  STATE/COUNTY-  AZ/PINAL
 CZ1183  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1183
 CZ1183                         *CURRENT SURVEY CONTROL
 CZ1183  ___________________________________________________________________
 CZ1183* NAD 83(1986)-  32 50 02.     (N)    111 43 10.     (W)     SCALED    
 CZ1183* NAVD 88     -       451.04   (+/-2cm)    1479.8    (feet)  VERTCON   
 CZ1183  ___________________________________________________________________
 CZ1183  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1183  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1183
 CZ1183.The horizontal coordinates were scaled from a topographic map and have
 CZ1183.an estimated accuracy of +/- 6 seconds.
 CZ1183
 CZ1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1183.The vertical order pertains to the NGVD 29 superseded value.
 CZ1183
 CZ1183.The geoid height was determined by GEOID03.
 CZ1183
 CZ1183;                    North         East    Units  Estimated Accuracy
 CZ1183;SPC AZ C     -   203,350.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1183
 CZ1183                          SUPERSEDED SURVEY CONTROL
 CZ1183
 CZ1183  NGVD 29 (??/??/92)  450.481  (m)         1477.95   (f) ADJ UNCH    1 2
 CZ1183
 CZ1183.Superseded values are not recommended for survey control.
 CZ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1183.See file dsdata.txt to determine how the superseded data were derived.
 CZ1183
 CZ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326331(NAD 83)
 CZ1183_MARKER: DR = REFERENCE MARK DISK
 CZ1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1183_STAMPING: GRAVEL 2 NO 4 1962
 CZ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1183+STABILITY: SURFACE MOTION
 CZ1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1183+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1183
 CZ1183  HISTORY     - Date     Condition        Report By
 CZ1183  HISTORY     - 1962     MONUMENTED       CGS
 CZ1183  HISTORY     - 1975     GOOD             AZDT
 CZ1183  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1183
 CZ1183                          STATION DESCRIPTION
 CZ1183
 CZ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1183'4.2 MI SE FROM CASA GRANDE.
 CZ1183'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1183'CASA GRANDE, THENCE 1.4 MILES SOUTH TO A T ROAD, THENCE LEFT 0.25 MILE
 CZ1183'ON A SURFACED ROAD, THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 CZ1183'ABOUT 0.1 MILE WEST TO THE MARK, 41.07 FEET SOUTHEAST OF THE STATION,
 CZ1183'43.5 FEET SOUTHEAST OF A WITNESS POST, 2 FEET WEST-SOUTHWEST OF A 2 X
 CZ1183'4 (YELLOW) WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CZ1183'PROJECTING 2 INCHES.
 CZ1183
 CZ1183                          STATION RECOVERY (1975)
 CZ1183
 CZ1183'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1183'FROM MILEPOST 176, I-8, WEST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1183'LEFT.  ON THE NORTH SHOULDER OF A GRANITE MOUNTAIN SOUTH OF CASA
 CZ1183'GRANDE.  ABOUT 250 FT. SOUTH OF THE SOUTH R/W FENCE OF I-8.  40 FT.
 CZ1183'SOUTH OF THE MAIN STATION AND A USC AND GS SIGN.  120 FT. EAST OF THE
 CZ1183'BOTTOM OF A LARGE DRAIN.  A USC AND GS REFERENCE MARK BRASS CAP, SET
 CZ1183'IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.3 FT.
 CZ1183
 CZ1183                          STATION RECOVERY (2007)
 CZ1183
 CZ1183'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2042 ***********************************************************************
 CZ2042  DESIGNATION -  GRAVEL AZ MK
 CZ2042  PID         -  CZ2042
 CZ2042  STATE/COUNTY-  AZ/PINAL
 CZ2042  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2042
 CZ2042                         *CURRENT SURVEY CONTROL
 CZ2042  ___________________________________________________________________
 CZ2042* NAD 83(1992)-  32 49 53.53721(N)    111 43 01.92118(W)     ADJUSTED  
 CZ2042* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 CZ2042  ___________________________________________________________________
 CZ2042  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CZ2042  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ2042  HORZ ORDER  -  THIRD
 CZ2042
 CZ2042.The horizontal coordinates were established by classical geodetic methods
 CZ2042.and adjusted by the National Geodetic Survey in August 1993.
 CZ2042
 CZ2042.The orthometric height was scaled from a topographic map.
 CZ2042
 CZ2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2042
 CZ2042.The geoid height was determined by GEOID03.
 CZ2042
 CZ2042;                    North         East     Units Scale Factor Converg.
 CZ2042;SPC AZ C     -   203,088.113   232,034.263   MT  0.99990430   +0 06 29.3
 CZ2042;SPC AZ C     -   666,299.58    761,267.27   iFT  0.99990430   +0 06 29.3
 CZ2042;UTM  12      - 3,632,839.281   432,874.373   MT  0.99965556   -0 23 19.9
 CZ2042
 CZ2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2042!SPC AZ C     -   0.99993054  x   0.99990430  =   0.99983485
 CZ2042!UTM  12      -   0.99993054  x   0.99965556  =   0.99958612
 CZ2042
 CZ2042|---------------------------------------------------------------------|
 CZ2042| PID    Reference Object                     Distance      Geod. Az  |
 CZ2042|                                                           dddmmss.s |
 CZ2042| CZ1182 GRAVEL 2                            362.116 METERS 32156     |
 CZ2042| CZ1179 GRAVEL                              488.013 METERS 3321856.0 |
 CZ2042|---------------------------------------------------------------------|
 CZ2042
 CZ2042                          SUPERSEDED SURVEY CONTROL
 CZ2042
 CZ2042  NAD 83(1986)-  32 49 53.53334(N)    111 43 01.92324(W) AD(       ) 3
 CZ2042  NAD 27      -  32 49 53.33100(N)    111 42 59.46400(W) AD(       ) 3
 CZ2042
 CZ2042.Superseded values are not recommended for survey control.
 CZ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2042.See file dsdata.txt to determine how the superseded data were derived.
 CZ2042
 CZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3287432839(NAD 83)
 CZ2042_MARKER: DS = TRIANGULATION STATION DISK
 CZ2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2042+STABILITY: SURFACE MOTION
 CZ2042
 CZ2042  HISTORY     - Date     Condition        Report By
 CZ2042  HISTORY     - 1960     MONUMENTED       CGS
 CZ2042  HISTORY     - 20070519 POOR             GEOCAC
 CZ2042
 CZ2042                          STATION DESCRIPTION
 CZ2042
 CZ2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ2042'REACHED FROM THE POST OFFICE IN CASA GRANDE, GO EAST SOUTHEAST
 CZ2042'ON STATE HIGHWAY 84, FOR 2.4 MILES TO A CROSS ROAD, TURN RIGHT,
 CZ2042'SOUTH, ACROSS THE RAIL ROAD TRACKS, ON THE MACADAM ROAD AND
 CZ2042'GO 2.4 MILES TO A T ROAD, TURN LEFT AND GO EAST ON THE MACADAM
 CZ2042'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.  (TO REACH THE
 CZ2042'AZIMUTH MARK CONTINUE AHEAD FOR 0.1 MILE TO A SIDE ROAD RIGHT,
 CZ2042'TURN RIGHT AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 CZ2042'
 CZ2042'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAVEL 1960, CEMENTED
 CZ2042'IN DRILL HOLE IN A CONCRETE BENCH OF PICNIC TABLE, 152 FEET
 CZ2042'SOUTHWEST OF THE PICNIC SHELTER.
 CZ2042
 CZ2042                          STATION RECOVERY (2007)
 CZ2042
 CZ2042'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2042'THE BENCH HAS BEEN PUSHED OVER, AND THE DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0287 ***********************************************************************
 GQ0287  DESIGNATION -  GRAVEL RESET
 GQ0287  PID         -  GQ0287
 GQ0287  STATE/COUNTY-  AZ/COCONINO
 GQ0287  USGS QUAD   -  WHITE SAGE FLAT (1988)
 GQ0287
 GQ0287                         *CURRENT SURVEY CONTROL
 GQ0287  ___________________________________________________________________
 GQ0287* NAD 83(1992)-  36 46 24.93976(N)    112 27 51.97808(W)     ADJUSTED  
 GQ0287* NAVD 88     -      1729.6    (meters)    5675.     (feet)  VERTCON   
 GQ0287  ___________________________________________________________________
 GQ0287  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 GQ0287  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 GQ0287  HORZ ORDER  -  SECOND
 GQ0287
 GQ0287.The horizontal coordinates were established by classical geodetic methods
 GQ0287.and adjusted by the National Geodetic Survey in August 1993.
 GQ0287
 GQ0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0287
 GQ0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0287
 GQ0287.The geoid height was determined by GEOID03.
 GQ0287
 GQ0287;                    North         East     Units Scale Factor Converg.
 GQ0287;SPC AZ C     -   640,487.060   164,462.421   MT  0.99992945   -0 19 40.6
 GQ0287;SPC AZ C     - 2,101,335.50    539,574.87   iFT  0.99992945   -0 19 40.6
 GQ0287;UTM  12      - 4,070,756.914   369,310.656   MT  0.99981042   -0 52 36.5
 GQ0287
 GQ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0287!SPC AZ C     -   0.99973213  x   0.99992945  =   0.99966159
 GQ0287!UTM  12      -   0.99973213  x   0.99981042  =   0.99954260
 GQ0287
 GQ0287:                Primary Azimuth Mark                     Grid Az
 GQ0287:SPC AZ C     -  GRAVEL AZ MK                             105 21 40.0
 GQ0287:UTM  12      -  GRAVEL AZ MK                             105 54 35.9
 GQ0287
 GQ0287|---------------------------------------------------------------------|
 GQ0287| PID    Reference Object                     Distance      Geod. Az  |
 GQ0287|                                                           dddmmss.s |
 GQ0287| CH2378 GRAVEL AZ MK                                       1050159.4 |
 GQ0287| CH2380 GRAVEL RM 2                           6.089 METERS 11200     |
 GQ0287| CH2379 GRAVEL RM 1                           6.099 METERS 20319     |
 GQ0287|---------------------------------------------------------------------|
 GQ0287
 GQ0287                          SUPERSEDED SURVEY CONTROL
 GQ0287
 GQ0287  NAD 83(1986)-  36 46 24.93396(N)    112 27 51.97157(W) AD(       ) 2
 GQ0287  NAD 27      -  36 46 24.97300(N)    112 27 49.28900(W) AD(       ) 2
 GQ0287  NGVD 29 (07/19/86) 1728.6    (m)         5671.     (f) VERT ANG    3  
 GQ0287
 GQ0287.Superseded values are not recommended for survey control.
 GQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0287.See file dsdata.txt to determine how the superseded data were derived.
 GQ0287
 GQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6931170757(NAD 83)
 GQ0287_MARKER: DS = TRIANGULATION STATION DISK
 GQ0287_SETTING: 80 = SET IN A BOULDER
 GQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0287+STABILITY: SURFACE MOTION
 GQ0287
 GQ0287  HISTORY     - Date     Condition        Report By
 GQ0287  HISTORY     - 1953     MONUMENTED       CGS
 GQ0287  HISTORY     - 1972     GOOD             AZHD
 GQ0287
 GQ0287                          STATION DESCRIPTION
 GQ0287
 GQ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0287'THE STATION IS LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF FREDONIA,
 GQ0287'ABOUT 13 MILES WEST-NORTHWEST OF JACOB LAKE AND ABOUT 9 MILES
 GQ0287'NORTHWEST OF THE RYAN RANGER STATION.  THE STATION IS ON THE
 GQ0287'HIGHEST POINT AND AT THE EXTREME NORTH END OF A PROMINENT
 GQ0287'GRAVELLY RIDGE WHICH IS BARE EXCEPT FOR A SCATTERED GROWTH
 GQ0287'OF JUNIPER AND PINYON TREES ON THE SOUTH END AND ON THE SLOPES.
 GQ0287'
 GQ0287'THE STATION CAN BE REACHED FROM THE ARIZONA INSPECTION STATION
 GQ0287'IN FREDONIA BY DRIVING SOUTHEAST ALONG U.S. HIGHWAY 89 FOR 1.4
 GQ0287'MILES TO A T-ROAD RIGHT AT SIGN RYAN 22-BIG SPRINGS 27.  TURN
 GQ0287'RIGHT AND FOLLOW GRAVEL ROAD (SOUTHEASTERLY) FOR 12.0 MILES
 GQ0287'TO A ROAD RIGHT WHICH IS JUST AFTER PASSING A LARGE PIT,
 GQ0287'APPARENTLY DUG BY THE HIGHWAY DEPARTMENT FOR ROAD SURFACING
 GQ0287'MATERIAL.  TURN RIGHT, LEAVING GRAVEL ROAD, AND FOLLOW DIRT
 GQ0287'ROAD FOR 2.8 MILES TO A WIRE GATE.  PASS THROUGH GATE AND
 GQ0287'CONTINUE FOR 0.75 MILE TO THE AZIMUTH MARK AT A Y-FORK AS
 GQ0287'DESCRIBED BELOW.  TAKE THE RIGHT FORK (NORTHWESTERLY) FOR
 GQ0287'0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE, THENCE BEAR
 GQ0287'LEFT (SOUTHWEST) AND CONTINUE ACROSS COUNTRY FOR 0.4 MILE
 GQ0287'TO THE NORTH END OF THE RIDGE AND THE STATION.  A DRIVE
 GQ0287'STATION WITH A 4-WHEEL DRIVE VEHICLE AND POSSIBLY A 5
 GQ0287'MINUTE PACK WITH A 2-WHEEL DRIVE VEHICLE.
 GQ0287'
 GQ0287'THE STATION MARK IS A STANDARD DISK OF THE U.S. COAST AND
 GQ0287'GEODETIC SURVEY STAMPED GRAVEL USGS 1953.  THIS MARK IS SET
 GQ0287'IN A DRILL HOLE WHICH WAS ESTABLISHED AND USED BY THE U.S.
 GQ0287'GEOLOGICAL SURVEY AS THEIR STATION.  THE BOULDER IN WHICH
 GQ0287'THE STATION IS SET IS APPROXIMATELY 16 X 18-INCHES AND PROJECTS
 GQ0287'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  THE STATION IS
 GQ0287'REFERENCED BY 2 U.S. GEOLOGICAL SURVEY REFERENCE DISKS.  THE
 GQ0287'STATION IS ABOUT 45 YARDS SOUTH OF THE NORTH END OF THE
 GQ0287'NORTH-SOUTH RIDGE, ABOUT 17 YARDS NORTH OF THE JUNCTION OF
 GQ0287'A SPUR RIDGE LEADING WEST AND 8 FEET SOUTH OF A 4 X 4-INCH
 GQ0287'WITNESS POST.
 GQ0287'
 GQ0287'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0287'STAMPED GRAVEL NO 1, IS SET IN THE TOP OF A 6 X 10-INCH BURIED
 GQ0287'BOULDER THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT
 GQ0287'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GQ0287'
 GQ0287'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0287'STAMPED GRAVEL NO 2, IS SET IN THE TOP OF A 12 X 8-INCH BURIED
 GQ0287'BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 GQ0287'ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0287'
 GQ0287'THE AZIMUTH MARK IS ABOUT 55 YARDS NORTH OF A ROAD FORK, ABOUT
 GQ0287'34 YARDS WEST-NORTHWEST OF THE EDGE OF THE ROAD, ABOUT 31
 GQ0287'YARDS NORTHEAST OF A LONE PINYON TREE AND 18 INCHES EAST
 GQ0287'OF A 4-INCH SQUARE WITNESS POST, AROUND WHICH IS BUILT A
 GQ0287'CAIRN.  THE MARK IS A STANDARD DISK OF THE U.S. COAST AND
 GQ0287'GEODETIC SURVEY STAMPED GRAVEL USGS 1953.  IT IS SET IN THE TOP
 GQ0287'OF A BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 GQ0287'GROUND.
 GQ0287
 GQ0287                          STATION RECOVERY (1972)
 GQ0287
 GQ0287'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0287'GENERAL LOCATION-ABOUT 13 MILES ESE OF FREDONIA AND ABOUT
 GQ0287'13 MILES WNW OF JACOB LAKE AND ABOUT 9 MILES NW OF RYAN
 GQ0287'RANGER STATION
 GQ0287'
 GQ0287'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0287'
 GQ0287'STATION MARK-STD USC AND GS BC SET IN DRILL HOLE ESTABLISHED
 GQ0287'BY USGS STAMPED GRAVEL USGS 1953
 GQ0287'
 GQ0287'REFERENCE MARKS-STD USGS BCS SET IN BURIED BOULDERS
 GQ0287'STAMPED GRAVEL NO 1 AND GRAVEL NO 2 COND. GOOD
 GQ0287'
 GQ0287'AZIMUTH MARK-STD USC AND GS BC SET IN TOP OF A BOULDER
 GQ0287'STAMPED GRAVEL USGS 1953
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1181 ***********************************************************************
 CZ1181  DESIGNATION -  GRAVEL RM 1
 CZ1181  PID         -  CZ1181
 CZ1181  STATE/COUNTY-  AZ/PINAL
 CZ1181  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1181
 CZ1181                         *CURRENT SURVEY CONTROL
 CZ1181  ___________________________________________________________________
 CZ1181* NAD 83(1986)-  32 50 07.     (N)    111 43 10.     (W)     SCALED    
 CZ1181* NAVD 88     -       445.74   (+/-2cm)    1462.4    (feet)  VERTCON   
 CZ1181  ___________________________________________________________________
 CZ1181  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1181
 CZ1181.The horizontal coordinates were scaled from a topographic map and have
 CZ1181.an estimated accuracy of +/- 6 seconds.
 CZ1181
 CZ1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1181.The vertical order pertains to the NGVD 29 superseded value.
 CZ1181
 CZ1181.The geoid height was determined by GEOID03.
 CZ1181
 CZ1181;                    North         East    Units  Estimated Accuracy
 CZ1181;SPC AZ C     -   203,500.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1181
 CZ1181                          SUPERSEDED SURVEY CONTROL
 CZ1181
 CZ1181  NGVD 29 (??/??/92)  445.187  (m)         1460.58   (f) ADJ UNCH    2 0
 CZ1181
 CZ1181.Superseded values are not recommended for survey control.
 CZ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1181.See file dsdata.txt to determine how the superseded data were derived.
 CZ1181
 CZ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326332(NAD 83)
 CZ1181_MARKER: DR = REFERENCE MARK DISK
 CZ1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1181_STAMPING: GRAVEL NO 1 1960
 CZ1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1181+STABILITY: SURFACE MOTION
 CZ1181
 CZ1181  HISTORY     - Date     Condition        Report By
 CZ1181  HISTORY     - 1960     MONUMENTED       CGS
 CZ1181
 CZ1181                          STATION DESCRIPTION
 CZ1181
 CZ1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1181'2.6 MI SE FROM CASA GRANDE.
 CZ1181'2.4 MILES SOUTHEAST OF THE POST OFFICE AT CASA GRANDE ON STATE HIGHWAY
 CZ1181'84 TO A BLACKTOP ROAD WHICH MAKES T INTERSECTION WITH THE HIGHWAY,
 CZ1181'THENCE 0.2 MILE EAST ON THE BLACKTOP ROAD.  R M 1 IS 103 FEET SOUTH OF
 CZ1181'CENTER OF ROAD, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CZ1181'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1180 ***********************************************************************
 CZ1180  DESIGNATION -  GRAVEL RM 2
 CZ1180  PID         -  CZ1180
 CZ1180  STATE/COUNTY-  AZ/PINAL
 CZ1180  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1180
 CZ1180                         *CURRENT SURVEY CONTROL
 CZ1180  ___________________________________________________________________
 CZ1180* NAD 83(1986)-  32 50 07.     (N)    111 43 10.     (W)     SCALED    
 CZ1180* NAVD 88     -       445.60   (+/-2cm)    1461.9    (feet)  VERTCON   
 CZ1180  ___________________________________________________________________
 CZ1180  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1180
 CZ1180.The horizontal coordinates were scaled from a topographic map and have
 CZ1180.an estimated accuracy of +/- 6 seconds.
 CZ1180
 CZ1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1180.The vertical order pertains to the NGVD 29 superseded value.
 CZ1180
 CZ1180.The geoid height was determined by GEOID03.
 CZ1180
 CZ1180;                    North         East    Units  Estimated Accuracy
 CZ1180;SPC AZ C     -   203,500.      231,820.      MT  (+/- 180 meters Scaled)
 CZ1180
 CZ1180                          SUPERSEDED SURVEY CONTROL
 CZ1180
 CZ1180  NGVD 29 (??/??/92)  445.052  (m)         1460.14   (f) ADJ UNCH    2 0
 CZ1180
 CZ1180.Superseded values are not recommended for survey control.
 CZ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1180.See file dsdata.txt to determine how the superseded data were derived.
 CZ1180
 CZ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326332(NAD 83)
 CZ1180_MARKER: DR = REFERENCE MARK DISK
 CZ1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1180_STAMPING: GRAVEL NO 2 1960
 CZ1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1180+STABILITY: SURFACE MOTION
 CZ1180
 CZ1180  HISTORY     - Date     Condition        Report By
 CZ1180  HISTORY     - 1960     MONUMENTED       CGS
 CZ1180
 CZ1180                          STATION DESCRIPTION
 CZ1180
 CZ1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1180'2.6 MI SE FROM CASA GRANDE.
 CZ1180'2.4 MILES SOUTHEAST OF THE POST OFFICE AT CASA GRANDE ON STATE HIGHWAY
 CZ1180'84 TO A BLACKTOP ROAD MAKING A T INTERSECTION WITH THE HIGHWAY, THENCE
 CZ1180'0.2 MILE EAST ON BLACKTOP ROAD.  GRAVEL R M 2 IS 141 FEET SOUTH OF THE
 CZ1180'CENTER OF THE ROAD, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CZ1180'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0982 ***********************************************************************
 ET0982  DESIGNATION -  GRAY
 ET0982  PID         -  ET0982
 ET0982  STATE/COUNTY-  AZ/YAVAPAI
 ET0982  USGS QUAD   -  HILLSIDE (1969)
 ET0982
 ET0982                         *CURRENT SURVEY CONTROL
 ET0982  ___________________________________________________________________
 ET0982* NAD 83(1992)-  34 25 32.46081(N)    112 57 33.86375(W)     ADJUSTED  
 ET0982* NAVD 88     -      1498.4    (meters)    4916.     (feet)  VERTCON   
 ET0982  ___________________________________________________________________
 ET0982  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 ET0982  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 ET0982  HORZ ORDER  -  SECOND
 ET0982
 ET0982.The horizontal coordinates were established by classical geodetic methods
 ET0982.and adjusted by the National Geodetic Survey in August 1993.
 ET0982
 ET0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0982
 ET0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0982
 ET0982.The geoid height was determined by GEOID03.
 ET0982
 ET0982;                    North         East     Units Scale Factor Converg.
 ET0982;SPC AZ C     -   380,361.684   117,517.544   MT  1.00001319   -0 35 22.4
 ET0982;SPC AZ C     - 1,247,905.79    385,556.25   iFT  1.00001319   -0 35 22.4
 ET0982;SPC AZ W     -   380,164.713   286,028.448   MT  0.99999840   +0 26 49.1
 ET0982;SPC AZ W     - 1,247,259.56    938,413.54   iFT  0.99999840   +0 26 49.1
 ET0982;UTM  12      - 3,811,097.484   319,947.876   MT  0.99999961   -1 06 28.9
 ET0982
 ET0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0982!SPC AZ C     -   0.99976927  x   1.00001319  =   0.99978246
 ET0982!SPC AZ W     -   0.99976927  x   0.99999840  =   0.99976767
 ET0982!UTM  12      -   0.99976927  x   0.99999961  =   0.99976888
 ET0982
 ET0982:                Primary Azimuth Mark                     Grid Az
 ET0982:SPC AZ C     -  SHERIDAN                                 013 46 22.3
 ET0982:SPC AZ W     -  SHERIDAN                                 012 44 10.8
 ET0982:UTM  12      -  SHERIDAN                                 014 17 28.8
 ET0982
 ET0982|---------------------------------------------------------------------|
 ET0982| PID    Reference Object                     Distance      Geod. Az  |
 ET0982|                                                           dddmmss.s |
 ET0982| ET1002 SHERIDAN                            APPROX.31.3 KM 0131059.9 |
 ET0982| CH2386 GRAY RM 2                            20.166 METERS 10007     |
 ET0982| CH2385 GRAY RM 1                             7.199 METERS 34431     |
 ET0982|---------------------------------------------------------------------|
 ET0982
 ET0982                          SUPERSEDED SURVEY CONTROL
 ET0982
 ET0982  NAD 83(1986)-  34 25 32.45950(N)    112 57 33.86816(W) AD(       ) 2
 ET0982  NAD 27      -  34 25 32.37765(N)    112 57 31.19387(W) AD(       ) 2
 ET0982  NGVD 29 (07/19/86) 1497.6    (m)         4913.     (f) VERT ANG    3  
 ET0982
 ET0982.Superseded values are not recommended for survey control.
 ET0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0982.See file dsdata.txt to determine how the superseded data were derived.
 ET0982
 ET0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1994811097(NAD 83)
 ET0982_MARKER: DD = SURVEY DISK
 ET0982_SETTING: 0 = UNSPECIFIED SETTING
 ET0982
 ET0982  HISTORY     - Date     Condition        Report By
 ET0982  HISTORY     - 1969     MONUMENTED       USGS
 ET0982
 ET0982                          STATION DESCRIPTION
 ET0982
 ET0982'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WAO)
 ET0982'LOCATED ABOUT 21.0 MI. (AIRLINE) NNW. OF CONGRESS.  16.8 MI. W. OF
 ET0982'KIRLAND.  5.0 MI. W. OF HILLSIDE.  ON A HIGH ROCKY TOP IN THE
 ET0982'MCCLOUD MOUNTAINS.
 ET0982'
 ET0982'TO REACH FROM THE SCHOOLHOUSE IN HILLSIDE GO N. FOR 0.5 MI. TO A
 ET0982'RD. JUNCTION.  TAKE PAVED RD. FORK LEFT FOR 0.1 MI. TO A DIRT RD. TO
 ET0982'LEFT LEADING TO WEEKES RANCH.  TAKE RD. FORK LEFT TO WEEKES RANCH
 ET0982'FOR 0.8 MI. TO RANCH HEADQUARTERS.  (STOP AT RANCH HOUSE AND
 ET0982'INQUIRE ABOUT KEY TO LOCKED GATE).  PASS THROUGH RANCH BUILDINGS
 ET0982'AND FOLLOW OLD RD. UP DRAINAGE FOR 2.2 MI. TO SADDLE AND DIM RD.
 ET0982'FORK LEFT.  LEAVE TRUCK AND PACK S. TO HIGHEST POINT AND STATION
 ET0982'MARK.  ABOUT A TEN MINUTE PACK.  (4-WHEEL DRIVE REQUIRED FROM
 ET0982'RANCH HEADQUARTERS.
 ET0982'
 ET0982'STATION MARK--A STANDARD USGS TABLET STAMPED GRAY 1969 CEMENTED IN
 ET0982'STONE.
 ET0982'
 ET0982'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0982'NO 1 1969 CEMENTED IN STONE, 0.6 FT. BELOW STATION MARK.
 ET0982'
 ET0982'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0982'NO 2 1969 CEMENTED IN STONE, 0.8 FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0576 ***********************************************************************
 FQ0576  DESIGNATION -  GRAY
 FQ0576  PID         -  FQ0576
 FQ0576  STATE/COUNTY-  AZ/COCONINO
 FQ0576  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0576
 FQ0576                         *CURRENT SURVEY CONTROL
 FQ0576  ___________________________________________________________________
 FQ0576* NAD 83(1992)-  35 44 47.24034(N)    111 28 00.39045(W)     ADJUSTED  
 FQ0576* NAVD 88     -      1531.9    (meters)    5026.     (feet)  VERTCON   
 FQ0576  ___________________________________________________________________
 FQ0576  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 FQ0576  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0576  HORZ ORDER  -  SECOND
 FQ0576
 FQ0576.The horizontal coordinates were established by classical geodetic methods
 FQ0576.and adjusted by the National Geodetic Survey in August 1993.
 FQ0576
 FQ0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0576
 FQ0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0576
 FQ0576.The geoid height was determined by GEOID03.
 FQ0576
 FQ0576;                    North         East     Units Scale Factor Converg.
 FQ0576;SPC AZ C     -   526,476.597   254,049.390   MT  0.99992039   +0 15 46.2
 FQ0576;SPC AZ C     - 1,727,285.42    833,495.37   iFT  0.99992039   +0 15 46.2
 FQ0576;UTM  12      - 3,955,927.706   457,796.269   MT  0.99962195   -0 16 21.7
 FQ0576
 FQ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0576!SPC AZ C     -   0.99976337  x   0.99992039  =   0.99968378
 FQ0576!UTM  12      -   0.99976337  x   0.99962195  =   0.99938541
 FQ0576
 FQ0576|---------------------------------------------------------------------|
 FQ0576| PID    Reference Object                     Distance      Geod. Az  |
 FQ0576|                                                           dddmmss.s |
 FQ0576| CH2383 GRAY RM 1                             9.970 METERS 02610     |
 FQ0576| CH2384 GRAY RM 2                            12.137 METERS 20526     |
 FQ0576| FQ0698 WAUNETA                             APPROX. 6.2 KM 2111927.4 |
 FQ0576|---------------------------------------------------------------------|
 FQ0576
 FQ0576                          SUPERSEDED SURVEY CONTROL
 FQ0576
 FQ0576  NAD 83(1986)-  35 44 47.24110(N)    111 28 00.38771(W) AD(       ) 2
 FQ0576  NAD 27      -  35 44 47.24777(N)    111 27 57.86542(W) AD(       ) 2
 FQ0576  NGVD 29 (07/19/86) 1531.0    (m)         5023.     (f) VERT ANG    3  
 FQ0576
 FQ0576.Superseded values are not recommended for survey control.
 FQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0576.See file dsdata.txt to determine how the superseded data were derived.
 FQ0576
 FQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5779655928(NAD 83)
 FQ0576_MARKER: DS = TRIANGULATION STATION DISK
 FQ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0576
 FQ0576  HISTORY     - Date     Condition        Report By
 FQ0576  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0576
 FQ0576                          STATION DESCRIPTION
 FQ0576
 FQ0576'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0576'THE STATION IS ABOUT 9.2 MILES SOUTHWEST OF CAMERON, 0.3 MILE
 FQ0576'NORTHEAST OF GRAY MOUNTEN TRADING POST, EAST OF HWY. 89 AND NEAR
 FQ0576'A POWERLINE.
 FQ0576'
 FQ0576'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED GRAY 1976 SET
 FQ0576'IN A 10 INCH DIAMETER CONCRETE MONUMENT AND MARKED WITH A WITNESS
 FQ0576'POST AND SIGN 4 FEET TO EAST NORTHEAST.  THE STATION IS 22.8 FEET
 FQ0576'WEST OF CENTERLINE OF A POWERLINE AND 32 FEET NORTH NORTHWEST OF
 FQ0576'POWER POLE NO. 73.
 FQ0576'
 FQ0576'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED GRAY RM 1
 FQ0576'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 FQ0576'0.3 FEET.  THE MARK IS 22 FEET WEST OF POWERLINE AND 59 FEET
 FQ0576'NORTHWEST OF POWER POLE NO. 73.
 FQ0576'
 FQ0576'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED GRAY RM 2
 FQ0576'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 FQ0576'0.3 FEET.  THE MARK IS 29 FEET SOUTH SOUTHWEST OF POWER POLE NO. 73
 FQ0576'AND 22 FEET WEST OF CENTER OF POWERLINE.
 FQ0576'
 FQ0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 89, 6
 FQ0576'MILES EAST OF FLAGSTAFF, TRAVEL NORTH ON HWY. 89 TO GRAY MTN (MILE
 FQ0576'POST 457.1), TURN RIGHT, EAST, BETWEEN GRAY MTN. MOTEL AND SHELL
 FQ0576'SERVICE STATION AND FOLLOW ROAD FOR 0.14 MILE TO WATER TANKS ON
 FQ0576'THE LEFT, CONTINUE EAST FOR 0.04 MILE TO A WIRE GATE, PASS
 FQ0576'THROUGH GATE AND CONTINUE FOR 0.17 MILE TO A POWERLINE, TURN
 FQ0576'LEFT, NORTH, ON POWERLINE ROAD FOR 0.21 MILE TO STATION ON THE
 FQ0576'LEFT.
 FQ0576'
 FQ0576'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0685 ***********************************************************************
 FQ0685  DESIGNATION -  GRAY
 FQ0685  PID         -  FQ0685
 FQ0685  STATE/COUNTY-  AZ/COCONINO
 FQ0685  USGS QUAD   -  PARKS (1974)
 FQ0685
 FQ0685                         *CURRENT SURVEY CONTROL
 FQ0685  ___________________________________________________________________
 FQ0685* NAD 83(1992)-  35 17 57.13071(N)    111 57 33.57160(W)     ADJUSTED  
 FQ0685* NAVD 88     -      2386.4    (meters)    7829.     (feet)  VERTCON   
 FQ0685  ___________________________________________________________________
 FQ0685  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FQ0685  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0685  HORZ ORDER  -  SECOND
 FQ0685
 FQ0685.The horizontal coordinates were established by classical geodetic methods
 FQ0685.and adjusted by the National Geodetic Survey in August 1993.
 FQ0685
 FQ0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0685
 FQ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0685
 FQ0685.The geoid height was determined by GEOID03.
 FQ0685
 FQ0685;                    North         East     Units Scale Factor Converg.
 FQ0685;SPC AZ C     -   476,766.302   209,480.375   MT  0.99990019   -0 01 28.7
 FQ0685;SPC AZ C     - 1,564,193.90    687,271.57   iFT  0.99990019   -0 01 28.7
 FQ0685;UTM  12      - 3,906,646.319   412,778.447   MT  0.99969375   -0 33 15.8
 FQ0685
 FQ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0685!SPC AZ C     -   0.99962921  x   0.99990019  =   0.99952943
 FQ0685!UTM  12      -   0.99962921  x   0.99969375  =   0.99932307
 FQ0685
 FQ0685|---------------------------------------------------------------------|
 FQ0685| PID    Reference Object                     Distance      Geod. Az  |
 FQ0685|                                                           dddmmss.s |
 FQ0685| CH2382 GRAY RM 2                            10.004 METERS 06520     |
 FQ0685| FQ0679 WALKER                              APPROX.10.4 KM 1010642.4 |
 FQ0685| CH2381 GRAY RM 1                             6.369 METERS 35131     |
 FQ0685|---------------------------------------------------------------------|
 FQ0685
 FQ0685                          SUPERSEDED SURVEY CONTROL
 FQ0685
 FQ0685  NAD 83(1986)-  35 17 57.12835(N)    111 57 33.56821(W) AD(       ) 2
 FQ0685  NAD 27      -  35 17 57.09840(N)    111 57 30.98440(W) AD(       ) 2
 FQ0685  NGVD 29 (05/08/89) 2385.3    (m)         7826.     (f) VERT ANG    3  
 FQ0685
 FQ0685.Superseded values are not recommended for survey control.
 FQ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0685.See file dsdata.txt to determine how the superseded data were derived.
 FQ0685
 FQ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1277806646(NAD 83)
 FQ0685_MARKER: DS = TRIANGULATION STATION DISK
 FQ0685_SETTING: 80 = SET IN A BOULDER
 FQ0685_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0685
 FQ0685  HISTORY     - Date     Condition        Report By
 FQ0685  HISTORY     - 1958     MONUMENTED       CGS
 FQ0685  HISTORY     - 1965     GOOD             USGS
 FQ0685
 FQ0685                          STATION DESCRIPTION
 FQ0685
 FQ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0685'THE STATION IS LOCATED ON THE TOP OF A TREE COVERED MOUNTAIN
 FQ0685'THAT IS ABOUT 15 MILES NORTHEAST OF WILLIAMS, 3 MILES NORTHWEST
 FQ0685'OF PARKS AND 3 MILES SOUTHEAST OF SITE.  GREAVES MOUNTAIN.
 FQ0685'
 FQ0685'TO REACH THE STATION FROM PARKS (THIS IS ABOUT 18 MILES WEST
 FQ0685'OF FLAGSTAFF) GO NORTH ON A GRAVELED ROAD THAT IS ON THE WEST
 FQ0685'SIDE OF THE STORE FOR 2.3 MILES TO A TRACK ROAD LEFT AND THE
 FQ0685'EL PASO NATURAL GAS CO. PIPELINE, TURN LEFT, WEST, FOLLOW THE
 FQ0685'TRACK ROAD ALONG THE PIPELINE FOR 0.4 MILE TO A METAL GATE,
 FQ0685'PASS THROUGH THE GATE AND CONTINUE WEST ALONG THE PIPELINE FOR
 FQ0685'0.3 MILE TO THE HIGHEST PART OF THE RIDGE AND THE END OF TRUCK
 FQ0685'TRAVEL.  FROM HERE PACK NORTH UPHILL FOR ABOUT 30 MINUTES TO
 FQ0685'THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 FQ0685'
 FQ0685'THE STATION MARK, STAMPED GRAY 1958, IS A STANDARD DISK
 FQ0685'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 FQ0685'AND IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 FQ0685'
 FQ0685'REFERENCE MARK NO. 1, STAMPED GRAY NO 1 1958, IS A STANDARD DISK
 FQ0685'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND
 FQ0685'IS ON THE SAME ELEVATION AS THE STATION.
 FQ0685'
 FQ0685'REFERENCE MARK NO. 2, STAMPED GRAY NO 2 1958, IS A STANDARD DISK
 FQ0685'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 FQ0685'AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 FQ0685
 FQ0685                          STATION RECOVERY (1965)
 FQ0685
 FQ0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0491 ***********************************************************************
 GP0491  DESIGNATION -  GRAY HILL
 GP0491  PID         -  GP0491
 GP0491  STATE/COUNTY-  AZ/COCONINO
 GP0491  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0491
 GP0491                         *CURRENT SURVEY CONTROL
 GP0491  ___________________________________________________________________
 GP0491* NAD 83(1992)-  36 02 02.66236(N)    111 23 54.71758(W)     ADJUSTED  
 GP0491* NAVD 88     -      1334.7    (meters)    4379.     (feet)  VERTCON   
 GP0491  ___________________________________________________________________
 GP0491  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GP0491  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 GP0491  HORZ ORDER  -  SECOND
 GP0491
 GP0491.The horizontal coordinates were established by classical geodetic methods
 GP0491.and adjusted by the National Geodetic Survey in August 1993.
 GP0491
 GP0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0491
 GP0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0491
 GP0491.The geoid height was determined by GEOID03.
 GP0491
 GP0491;                    North         East     Units Scale Factor Converg.
 GP0491;SPC AZ C     -   558,417.413   260,052.297   MT  0.99992685   +0 18 17.3
 GP0491;SPC AZ C     - 1,832,078.13    853,189.95   iFT  0.99992685   +0 18 17.3
 GP0491;UTM  12      - 3,987,801.100   464,096.566   MT  0.99961588   -0 14 04.0
 GP0491
 GP0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0491!SPC AZ C     -   0.99979430  x   0.99992685  =   0.99972116
 GP0491!UTM  12      -   0.99979430  x   0.99961588  =   0.99941026
 GP0491
 GP0491|---------------------------------------------------------------------|
 GP0491| PID    Reference Object                     Distance      Geod. Az  |
 GP0491|                                                           dddmmss.s |
 GP0491| CR7971 GRAY HILL RM 1                       12.288 METERS 00133     |
 GP0491| GP0494 JUNCTION                            APPROX. 5.2 KM 0072520.3 |
 GP0491| CR7972 GRAY HILL RM 2                       12.329 METERS 18214     |
 GP0491|---------------------------------------------------------------------|
 GP0491
 GP0491                          SUPERSEDED SURVEY CONTROL
 GP0491
 GP0491  NAD 83(1986)-  36 02 02.66282(N)    111 23 54.71267(W) AD(       ) 2
 GP0491  NGVD 29 (07/12/88) 1333.8    (m)         4376.     (f) VERT ANG    3  
 GP0491
 GP0491.Superseded values are not recommended for survey control.
 GP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0491.See file dsdata.txt to determine how the superseded data were derived.
 GP0491
 GP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6409787801(NAD 83)
 GP0491_MARKER: DS = TRIANGULATION STATION DISK
 GP0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0491+STABILITY: SURFACE MOTION
 GP0491
 GP0491  HISTORY     - Date     Condition        Report By
 GP0491  HISTORY     - 1983     MONUMENTED       AZDT
 GP0491
 GP0491                          STATION DESCRIPTION
 GP0491
 GP0491'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0491'THE STATION IS LOCATED 11 MILES NORTH OF CAMERON ALONG U.S. HIGHWAY
 GP0491'89.
 GP0491'
 GP0491'THE STATION MARK IS AN AZDT DISK STAMPED---GRAY HILL 1983---.  IT IS
 GP0491'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 132 FEET WEST OF THE CENTER
 GP0491'LINE OF THE HIGHWAY AND 3 FEET EAST OF THE WITNESS POST.
 GP0491'
 GP0491'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GRAY HILL RM 1 1983---.  IT
 GP0491'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0491'
 GP0491'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GRAY HILL RM 2 1983---.  IT
 GP0491'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0491'
 GP0491'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0491'FOR 11.0 MILES TO MILE POST 477.9 AND THE STATION ON THE LEFT ABOVE A
 GP0491'LOW HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1019 ***********************************************************************
 ET1019  DESIGNATION -  GRAYBACK
 ET1019  PID         -  ET1019
 ET1019  STATE/COUNTY-  AZ/YAVAPAI
 ET1019  USGS QUAD   -  GRAYBACK MTS (1980)
 ET1019
 ET1019                         *CURRENT SURVEY CONTROL
 ET1019  ___________________________________________________________________
 ET1019* NAD 83(1992)-  34 32 52.48161(N)    113 15 49.32541(W)     ADJUSTED  
 ET1019* NAVD 88     -      1564.8    (meters)    5134.     (feet)  VERTCON   
 ET1019  ___________________________________________________________________
 ET1019  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 ET1019  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 ET1019  HORZ ORDER  -  FIRST
 ET1019
 ET1019.The horizontal coordinates were established by classical geodetic methods
 ET1019.and adjusted by the National Geodetic Survey in August 1993.
 ET1019
 ET1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1019
 ET1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1019
 ET1019.The geoid height was determined by GEOID03.
 ET1019
 ET1019;                    North         East     Units Scale Factor Converg.
 ET1019;SPC AZ C     -   394,250.405    89,727.430   MT  1.00008834   -0 45 50.4
 ET1019;SPC AZ C     - 1,293,472.46    294,381.33   iFT  1.00008834   -0 45 50.4
 ET1019;SPC AZ W     -   393,546.680   257,993.296   MT  0.99995788   +0 16 32.8
 ET1019;SPC AZ W     - 1,291,163.65    846,434.70   iFT  0.99995788   +0 16 32.8
 ET1019;UTM  12      - 3,825,237.737   292,284.377   MT  1.00013183   -1 17 03.1
 ET1019
 ET1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1019!SPC AZ C     -   0.99975892  x   1.00008834  =   0.99984724
 ET1019!SPC AZ W     -   0.99975892  x   0.99995788  =   0.99971681
 ET1019!UTM  12      -   0.99975892  x   1.00013183  =   0.99989072
 ET1019
 ET1019:                Primary Azimuth Mark                     Grid Az
 ET1019:SPC AZ C     -  GRAYBACK AZ MK                           093 08 43.2
 ET1019:SPC AZ W     -  GRAYBACK AZ MK                           092 06 20.0
 ET1019:UTM  12      -  GRAYBACK AZ MK                           093 39 55.9
 ET1019
 ET1019|---------------------------------------------------------------------|
 ET1019| PID    Reference Object                     Distance      Geod. Az  |
 ET1019|                                                           dddmmss.s |
 ET1019| CH2387 GRAYBACK AZ MK                                     0922252.8 |
 ET1019| CH2388 GRAYBACK RM 1                         5.280 METERS 16214     |
 ET1019| CH2389 GRAYBACK RM 2                         8.334 METERS 25636     |
 ET1019|---------------------------------------------------------------------|
 ET1019
 ET1019                          SUPERSEDED SURVEY CONTROL
 ET1019
 ET1019  NAD 83(1986)-  34 32 52.48114(N)    113 15 49.33162(W) AD(       ) 1
 ET1019  NAD 27      -  34 32 52.41100(N)    113 15 46.61700(W) AD(       ) 1
 ET1019  NGVD 29 (07/19/86) 1564.0    (m)         5131.     (f) VERT ANG    3  
 ET1019
 ET1019.Superseded values are not recommended for survey control.
 ET1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1019.See file dsdata.txt to determine how the superseded data were derived.
 ET1019
 ET1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9228425238(NAD 83)
 ET1019_MARKER: DS = TRIANGULATION STATION DISK
 ET1019_SETTING: 66 = SET IN ROCK OUTCROP
 ET1019_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1019
 ET1019  HISTORY     - Date     Condition        Report By
 ET1019  HISTORY     - 1944     MONUMENTED       CGS
 ET1019  HISTORY     - 1955     GOOD             CGS
 ET1019
 ET1019                          STATION DESCRIPTION
 ET1019
 ET1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1019'STATION IS LOCATED 23-1/2 MILES (AIR LINE) ESE OF WIKIEUP,
 ET1019'9-1/2 MILES (AIR LINE) W OF PIKES SERVICE STATION, ON A LARGE
 ET1019'GRAY BALD MOUNTAIN AT THE SW END OF A HORSESHOE-SHAPED SUMMIT.
 ET1019'THE MOUNTAIN IS AT THE N END OF A 2-MILE RIDGE.
 ET1019'
 ET1019'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK
 ET1019'9 FEET SW OF THE HIGHEST POINT OF THE MOUNTAIN.  IT IS STAMPED
 ET1019'GRAYBACK 1944.
 ET1019'
 ET1019'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1019'PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE
 ET1019'AND IS STAMPED GRAYBACK NO 1 1944.  IT IS ABOUT 4 INCHES
 ET1019'LOWER IN ELEVATION THAN THE STATION MARK.
 ET1019'
 ET1019'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1019'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED GRAYBACK
 ET1019'NO 2 1944.  IT IS ABOUT 14 INCHES LOWER IN ELEVATION THAN THE
 ET1019'STATION MARK.
 ET1019'
 ET1019'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 ET1019'8 FEET ABOVE THE GROUND AND IS STAMPED GRAYBACK 1944.  IT IS
 ET1019'13 FEET NW OF A 3-FOOT CAIRN AND 39-1/2 FEET NE OF THE CENTER
 ET1019'LINE OF ROAD.
 ET1019'
 ET1019'TO REACH STATION FROM HILLSIDE, GO N ON GRADED ROAD FOR 0.4
 ET1019'MILE TO A FORK.  THE RIGHT FORK GOES TO KIRKLAND JUNCTION AND
 ET1019'U.S. HIGHWAY 89.  TAKE THE LEFT FORK AND GO 17.4 MILES TO A
 ET1019'FORK AND SILVER SIGN ON THE LEFT READING KINGMAN.  CONTINUE
 ET1019'STRAIGHT AHEAD ON THE RIGHT FORK AND THE MAIN-TRAVELED ROAD
 ET1019'FOR 4.7 MILES TO A FORK AND SIGN ON THE LEFT READING OLD DICK
 ET1019'MINE.  HERE TURN LEFT ON THE ROAD TO THE MINE FOR 3.6 MILES TO
 ET1019'3-FOOT CAIRN AND THE AZIMUTH MARK 10 PACES OFF THE ROAD TO
 ET1019'THE RIGHT.  CONTINUE FOR 0.2 MILE TO A FORK AT A SPRING.
 ET1019'TAKE THE RIGHT FORK FOR 0.1 MILE TO A FRAME HOUSE ON THE
 ET1019'RIGHT.  CONTINUE 0.2 MILE TO A FORK IN A WASH.  THE LEFT
 ET1019'FORK GOES TO THE OLD DICK MINE.  TAKE THE RIGHT FORK
 ET1019'UP THE WASH FOR 0.8 MILE TO A FORK.  HERE TAKE THE LEFT
 ET1019'FORK, A DIM TRACK ROAD, UP INTO A SMALL SADDLE FOR 0.2 MILE
 ET1019'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK WSW FOR ABOUT
 ET1019'1-1/2 MILES TO THE HIGHEST POINT AT THE SW END OF A
 ET1019'HORSESHOE-SHAPED MOUNTAIN AND THE STATION.
 ET1019'
 ET1019'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1019
 ET1019                          STATION RECOVERY (1955)
 ET1019
 ET1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1019'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE
 ET1019'STATION FOUND IN THE ORIGINAL DESCRIPTION WERE FOLLOWED TO THE END
 ET1019'OF TRUCK TRAVEL.  A SIGNAL WAS SEEN IN THE AREA DESCRIBED AS THE
 ET1019'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2276 ***********************************************************************
 DU2276  DESIGNATION -  GRAYBACK
 DU2276  PID         -  DU2276
 DU2276  STATE/COUNTY-  AZ/PINAL
 DU2276  USGS QUAD   -  GRAYBACK (1964)
 DU2276
 DU2276                         *CURRENT SURVEY CONTROL
 DU2276  ___________________________________________________________________
 DU2276* NAD 83(1992)-  33 04 36.05326(N)    111 05 54.25827(W)     ADJUSTED  
 DU2276* NAVD 88     -      1088.7    (meters)    3572.     (feet)  VERTCON   
 DU2276  ___________________________________________________________________
 DU2276  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 DU2276  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DU2276  HORZ ORDER  -  THIRD
 DU2276
 DU2276.The horizontal coordinates were established by classical geodetic methods
 DU2276.and adjusted by the National Geodetic Survey in August 1993.
 DU2276
 DU2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2276
 DU2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2276
 DU2276.The geoid height was determined by GEOID03.
 DU2276
 DU2276;                    North         East     Units Scale Factor Converg.
 DU2276;SPC AZ C     -   230,552.797   289,756.378   MT  0.99997194   +0 26 47.7
 DU2276;SPC AZ C     -   756,406.81    950,644.28   iFT  0.99997194   +0 26 47.7
 DU2276;UTM  12      - 3,659,792.215   490,815.366   MT  0.99960104   -0 03 13.3
 DU2276
 DU2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2276!SPC AZ C     -   0.99983363  x   0.99997194  =   0.99980557
 DU2276!UTM  12      -   0.99983363  x   0.99960104  =   0.99943473
 DU2276
 DU2276                          SUPERSEDED SURVEY CONTROL
 DU2276
 DU2276  NAD 83(1986)-  33 04 36.05203(N)    111 05 54.25922(W) AD(       ) 3
 DU2276  NGVD 29 (04/26/91) 1088.1    (m)         3570.     (f) VERT ANG    3  
 DU2276
 DU2276.Superseded values are not recommended for survey control.
 DU2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2276.See file dsdata.txt to determine how the superseded data were derived.
 DU2276
 DU2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9081559792(NAD 83)
 DU2276_MARKER: DD = SURVEY DISK
 DU2276_SETTING: 66 = SET IN ROCK OUTCROP
 DU2276_SP_SET: SET IN BEDROCK
 DU2276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2276+STABILITY: POSITION/ELEVATION WELL
 DU2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2276+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2006
 DU2276
 DU2276  HISTORY     - Date     Condition        Report By
 DU2276  HISTORY     - 1900     MONUMENTED       USGS
 DU2276  HISTORY     - 20061029 GOOD             GEOCAC
 DU2276
 DU2276                          STATION DESCRIPTION
 DU2276
 DU2276'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2276'LOCATED ABOUT 18 MI FROM FLORENCE, ABOUT 3 MI N. OF FLORENCE AND
 DU2276'RIVERSIDE RD.  ON EASTERN AND HIGHEST PART OF SUMMIT OF ISOLATED
 DU2276'BUTTE KNOWN LOCALLY AS GRAYBACK.
 DU2276'
 DU2276'TO REACH NOT GIVEN.
 DU2276'
 DU2276'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2276'ROCK UNDER 8-FT HIGH ROCK CAIRN.
 DU2276'
 DU2276'RMS--NONE SET.
 DU2276
 DU2276                          STATION RECOVERY (2006)
 DU2276
 DU2276'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2276'RECOVERED STATION IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 DU2276'UPDATE TO THE DESCRIPTION   THE STATION DISC IS A CIRCULAR ALUMINUM
 DU2276'DISC STAMPED US GEOLOGICAL SURVEY WITH A DESIGNATION OF BM. THERE IS
 DU2276'NO DATE STAMP. IT IS LOCATED UNDER A 2 FOOT HIGH ROCK CAIRN.
 DU2276' 
 DU2276'TO REACH THE STATION FROM THE INTERSECTION OF US 60 AND AZ HWY 177 IN
 DU2276'SUPERIOR   TAKE HWY 177 SOUTH FOR 15.8 MILES TO FLORENCE-KELVIN
 DU2276'HIGHWAY. TURN RIGHT SOUTH ON FLORENCE-KELVIN HIGHWAY FOR 1.7 MILES ON
 DU2276'A PAVED ASPHALT ROAD, THEN CONTINUE ON THE GRADED ROAD FOR ANOTHER 7.1
 DU2276'MILES TO TOWER ROAD.
 DU2276'TURN RIGHT NORTHWEST ON TOWER ROAD FOR .7 MILES TO SOME POWER POLES
 DU2276'AND A GRADED CROSSROAD. TURN LEFT WEST ON THE GRADED ROAD FOR .9 MILES
 DU2276'TO A GATE. GO THROUGH THE GATE AND MAKE AN IMMEDIATE RIGHT NORTH ON A
 DU2276'TRACK ROAD PAST THE TEACUP SUBSTATION AND CONTINUE ON THE TRACK ROAD
 DU2276'.4 MILES TO A TRACK ROAD ON THE RIGHT. TURN RIGHT NORTH ON THE TRACK
 DU2276'ROAD FOR .9 MILES.
 DU2276'AT THIS POINT A 4X4 VEHICLE WITH HIGH GROUND CLEARANCE IS REQUIRED.
 DU2276'CONTINUE .4 MILES TO A TRACK ROAD ON THE LEFT. TURN LEFT WEST ON THE
 DU2276'TRACK ROAD FOR .2 MILES TO A TRACK ROAD ON THE RIGHT. TURN RIGHT WEST
 DU2276'FOR .5 MILES TO A T INTERSECTION. TURN RIGHT NORTH ON THE TRACK ROAD
 DU2276'FOR .2 MILES TO A ROAD NEAR A SMALL POND. TAKE THE LEFT FORK WEST FOR
 DU2276'.1 MILES TO THE EDGE OF A FENCE AND PARK.
 DU2276'PACK ABOUT .7 MILES   1.5 HOURS - TO STATION. STAY TO THE RIGHT NORTH
 DU2276'OF THE ROCKS ON THE EAST SIDE OF THE BUTTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1833 ***********************************************************************
 CZ1833  DESIGNATION -  GRAZE
 CZ1833  PID         -  CZ1833
 CZ1833  STATE/COUNTY-  AZ/PIMA
 CZ1833  USGS QUAD   -  TUCSON SW (1992)
 CZ1833
 CZ1833                         *CURRENT SURVEY CONTROL
 CZ1833  ___________________________________________________________________
 CZ1833* NAD 83(1992)-  32 05 59.01884(N)    110 54 53.58751(W)     ADJUSTED  
 CZ1833* NAVD 88     -       818.     (meters)    2684.     (feet)  VERTCON   
 CZ1833  ___________________________________________________________________
 CZ1833  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 CZ1833  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ1833  HORZ ORDER  -  FIRST
 CZ1833
 CZ1833.The horizontal coordinates were established by classical geodetic methods
 CZ1833.and adjusted by the National Geodetic Survey in August 1993.
 CZ1833
 CZ1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1833
 CZ1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1833
 CZ1833.The geoid height was determined by GEOID03.
 CZ1833
 CZ1833;                    North         East     Units Scale Factor Converg.
 CZ1833;SPC AZ C     -   122,363.735   307,911.511   MT  1.00001022   +0 31 56.6
 CZ1833;SPC AZ C     -   401,455.82  1,010,208.37   iFT  1.00001022   +0 31 56.6
 CZ1833;UTM  12      - 3,551,492.986   508,030.814   MT  0.99960080   +0 02 42.8
 CZ1833
 CZ1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1833!SPC AZ C     -   0.99987625  x   1.00001022  =   0.99988646
 CZ1833!UTM  12      -   0.99987625  x   0.99960080  =   0.99947709
 CZ1833
 CZ1833:                Primary Azimuth Mark                     Grid Az
 CZ1833:SPC AZ C     -  GRAZE RM 3 AZIMUTH                       154 41 33.3
 CZ1833:UTM  12      -  GRAZE RM 3 AZIMUTH                       155 10 47.1
 CZ1833
 CZ1833|---------------------------------------------------------------------|
 CZ1833| PID    Reference Object                     Distance      Geod. Az  |
 CZ1833|                                                           dddmmss.s |
 CZ1833| CC6614 GRAZE RM 3 AZIMUTH                                 1551329.9 |
 CZ1833| CC6613 GRAZE RM 2                           23.284 METERS 22331     |
 CZ1833| CC6612 GRAZE RM 1                           20.057 METERS 31647     |
 CZ1833| CZ1847 TUCSON VETERANS HOSPITAL 51 TK      APPROX.10.4 KM 3343519.6 |
 CZ1833|---------------------------------------------------------------------|
 CZ1833
 CZ1833                          SUPERSEDED SURVEY CONTROL
 CZ1833
 CZ1833  NAD 83(1986)-  32 05 59.01582(N)    110 54 53.58415(W) AD(       ) 1
 CZ1833  NAD 27      -  32 05 58.73100(N)    110 54 51.26000(W) AD(       ) 1
 CZ1833  NGVD 29 (07/19/86)  817.     (m)         2680.     (f) VERT ANG    3  
 CZ1833
 CZ1833.Superseded values are not recommended for survey control.
 CZ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1833.See file dsdata.txt to determine how the superseded data were derived.
 CZ1833
 CZ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0803151493(NAD 83)
 CZ1833_MARKER: DS = TRIANGULATION STATION DISK
 CZ1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1833
 CZ1833  HISTORY     - Date     Condition        Report By
 CZ1833  HISTORY     - 1935     MONUMENTED       CGS
 CZ1833  HISTORY     - 1950     GOOD             CGS
 CZ1833  HISTORY     - 1955     GOOD             LOCENG
 CZ1833  HISTORY     - 1960     GOOD             CGS
 CZ1833  HISTORY     - 1963     GOOD             CGS
 CZ1833  HISTORY     - 1972     GOOD             AZHD
 CZ1833  HISTORY     - 1978     GOOD             AZDT
 CZ1833  HISTORY     - 19880404 GOOD             USPSQD
 CZ1833
 CZ1833                          STATION DESCRIPTION
 CZ1833
 CZ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1833'ABOUT 9 MILES AIR LINE SOUTH-SOUTHEAST OF TUCSON.  ABOUT 2
 CZ1833'MILES, AIR LINE, EAST OF U.S. HIGHWAY NO. 89 ON THE MESQUITE
 CZ1833'COVERED RIDGES.  REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 CZ1833'80 AND 89 (2.0 MILES SOUTH OF TUCSON), BY GOING SOUTH ON
 CZ1833'U.S. HIGHWAY 89, 4.1 MILES.  TURN LEFT ON UNIMPROVED ROAD,
 CZ1833'CROSS RAILROAD TRACKS AND GO EAST ON MAIN TRAVELED ROAD
 CZ1833'1.1 MILES.  TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD 1.7
 CZ1833'MILES TO STATION ON LEFT OF ROAD.  MARKED BY STANDARD BRONZE
 CZ1833'DISKS.  REFERENCE MARK NO. 1
 CZ1833'A STANDARD BRONZE REFERENCE DISK, IS 20.057 METERS
 CZ1833'(65.80 FEET) FROM STATION  N 43 DEG 13 MIN W.
 CZ1833'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ1833'IS 23.284 METERS (76.39 FEET) FROM STATION IN
 CZ1833'N 43 DEG 31 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE
 CZ1833'DISK, IS 0.2 MILE FROM STATION  S 24 DEG 46 MIN E.
 CZ1833
 CZ1833                          STATION RECOVERY (1950)
 CZ1833
 CZ1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBG)
 CZ1833'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 CZ1833'1935.  THE DESCRIPTION IS ADEQUATE.  A WITNESS POST WAS SET.
 CZ1833
 CZ1833                          STATION RECOVERY (1955)
 CZ1833
 CZ1833'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (WAB)
 CZ1833'LETTER OF MR. WATER A. BURG, COUNTY ENGINEER, TUCSON, ARIZ.
 CZ1833'DATED AUGUST 18, 1955--
 CZ1833'
 CZ1833'REFERENCE MARK 2 WAS FOUND UPROOTED AND LYING WITHIN A GRADED ROAD.
 CZ1833
 CZ1833                          STATION RECOVERY (1960)
 CZ1833
 CZ1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1833'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 CZ1833'GOOD CONDITION.  THERE HAS BEEN A PERMENENT THREE LEGGED
 CZ1833'STEEL STRUCTURE ERECTED OVER THE STATION MARK WHICH HAS BEEN
 CZ1833'LEFT OPEN AT THE BASE WITH THE TOP 4 FEET SOLIDLY COVERED
 CZ1833'WITH SHEET STEEL AND PAINTED WITH A BRIGHT REFLECTING POINT.
 CZ1833'REFERENCE MARK 2 WAS FOUND REMOVED FROM THE GROUND AND THEREFORE
 CZ1833'IS REPORTED DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR AND
 CZ1833'WAS NOT RECOVERED, IT TOO IS REPORTED DESTROYED.  THE STATION
 CZ1833'WAS NOT OCCUPIED AT THIS DATE.  THE STRUCTURE SET OVER THE
 CZ1833'STATION MARK IS ABOUT 10 FEET IN HEIGHT.
 CZ1833'
 CZ1833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CZ1833'AND 89, IN THE SOUTHERN SECTION OF TUCSON, PROCEED SOUTHEAST
 CZ1833'ALONG U.S. HIGHWAY FOR 4.0 MILES TO PALO VERDE AVENUE INTERSECTION,
 CZ1833'TURN RIGHT, SOUTH, AND FOLLOW PALO VERDE AVENUE FOR 4.2 MILES
 CZ1833'TO AN ANGLE IN THE POWER LINE AND A WELL BLADED ROAD INTERSECTING
 CZ1833'FROM THE NORTHWEST, TURN RIGHT, NORTHWEST, AND FOLLOW THE
 CZ1833'BLADED ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 CZ1833
 CZ1833                          STATION RECOVERY (1963)
 CZ1833
 CZ1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 CZ1833'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 CZ1833'BY W.W.H. IN 1960 AND FOUND TO BE IN GOOD CONDITION.
 CZ1833
 CZ1833                          STATION RECOVERY (1972)
 CZ1833
 CZ1833'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1833'STATION MARK, REFERENCE MARKS R.M. 1 GOOD.  R.M. 2 DESTROYED.
 CZ1833'
 CZ1833'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ1833
 CZ1833                          STATION RECOVERY (1978)
 CZ1833
 CZ1833'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1833'RECOVERED AS DESCRIBED.
 CZ1833
 CZ1833                          STATION RECOVERY (1988)
 CZ1833
 CZ1833'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBR)
 CZ1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1199 ***********************************************************************
 CY1199  DESIGNATION -  GREASE
 CY1199  PID         -  CY1199
 CY1199  STATE/COUNTY-  AZ/GRAHAM
 CY1199  USGS QUAD   -  GREASEWOOD MOUNTAIN (1985)
 CY1199
 CY1199                         *CURRENT SURVEY CONTROL
 CY1199  ___________________________________________________________________
 CY1199* NAD 83(1992)-  32 29 24.57373(N)    109 46 57.11025(W)     ADJUSTED  
 CY1199* NAVD 88     -      2162.3    (meters)    7094.     (feet)  VERTCON   
 CY1199  ___________________________________________________________________
 CY1199  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CY1199  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CY1199  HORZ ORDER  -  SECOND
 CY1199
 CY1199.The horizontal coordinates were established by classical geodetic methods
 CY1199.and adjusted by the National Geodetic Survey in August 1993.
 CY1199
 CY1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1199
 CY1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1199
 CY1199.The geoid height was determined by GEOID03.
 CY1199
 CY1199;                    North         East     Units Scale Factor Converg.
 CY1199;SPC AZ E     -   165,280.909   249,460.296   MT  0.99991607   +0 12 22.8
 CY1199;SPC AZ E     -   542,260.20    818,439.29   iFT  0.99991607   +0 12 22.8
 CY1199;UTM  12      - 3,595,421.114   614,384.184   MT  0.99976134   +0 39 14.5
 CY1199
 CY1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1199!SPC AZ E     -   0.99966479  x   0.99991607  =   0.99958088
 CY1199!UTM  12      -   0.99966479  x   0.99976134  =   0.99942621
 CY1199
 CY1199|---------------------------------------------------------------------|
 CY1199| PID    Reference Object                     Distance      Geod. Az  |
 CY1199|                                                           dddmmss.s |
 CY1199| CC6616 GREASE RM 1                           9.047 METERS 12331     |
 CY1199| CY1198 GILMAN CAIRN 2 MI NE                APPROX. 6.8 KM 2233100.7 |
 CY1199| CC6615 GREASE AZ MK                                       2310633.4 |
 CY1199| CC6617 GREASE RM 2                          17.774 METERS 31113     |
 CY1199| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.18.8 KM 3403533.2 |
 CY1199|---------------------------------------------------------------------|
 CY1199
 CY1199                          SUPERSEDED SURVEY CONTROL
 CY1199
 CY1199  NAD 83(1986)-  32 29 24.56955(N)    109 46 57.10696(W) AD(       ) 2
 CY1199  NAD 27      -  32 29 24.33100(N)    109 46 54.85100(W) AD(       ) 2
 CY1199  NGVD 29 (07/19/86) 2161.4    (m)         7091.     (f) VERT ANG    3  
 CY1199
 CY1199.Superseded values are not recommended for survey control.
 CY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1199.See file dsdata.txt to determine how the superseded data were derived.
 CY1199
 CY1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1438495421(NAD 83)
 CY1199_MARKER: DS = TRIANGULATION STATION DISK
 CY1199_SETTING: 66 = SET IN ROCK OUTCROP
 CY1199
 CY1199  HISTORY     - Date     Condition        Report By
 CY1199  HISTORY     - 1946     MONUMENTED       CGS
 CY1199
 CY1199                          STATION DESCRIPTION
 CY1199
 CY1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAF)
 CY1199'STATION IS LOCATED IN THE CROOK NATIONAL FOREST, ON THE PEAK
 CY1199'KNOWN AS GREASEWOOD MOUNTAIN, IN THE GRAHAM MOUNTAIN RANGE,
 CY1199'ABOUT 17 MILES, AIRLINE, N OF WILLCOX, AND 4 MILES S OF THE
 CY1199'BOSCOE RANCH.  THE MOUNTAIN TOP IS FORMED BY TWO PEAKS ABOUT
 CY1199'200 YARDS APART AND THE STATION IS ON THE MORE SSW OF THE TWO.
 CY1199'THE OTHER PEAK IS MARKED BY A FOREST SERVICE ROCK CAIRN AND
 CY1199'POLE TARGET, BUT DUE TO ITS LOCATION ON THE N EDGE OF THE PEAK,
 CY1199'IT IS NOT VISIBLE FROM OUR STATION.  THE PEAKS ARE ABOUT THE
 CY1199'SAME HEIGHT.
 CY1199'
 CY1199'TO REACH FROM THE VALLEY NATIONAL BANK IN WILLCOX, GO S ON
 CY1199'STATE HIGHWAY 86 FOR 0.1 MILE TO A TEXACO SERVICE STATION ON
 CY1199'THE RIGHT.  TURN RIGHT FOR 0.3 MILE, JOG LEFT 35 YARDS, THENCE
 CY1199'RIGHT AND GO 0.2 MILE TO A MACADAM CROSS ROAD.  TURN RIGHT AND
 CY1199'GO N FOR 1.0 MILE TO WHERE THE MACADAM ROAD TURNS LEFT.  KEEP
 CY1199'STRAIGHT AHEAD ON GRADED ROAD FOR 5.0 MILES TO A LEFT FORK.
 CY1199'KEEP STRAIGHT AHEAD ON GRADED ROAD FOR 5.0 MILES TO A LEFT
 CY1199'FORK.  KEEP STRAIGHT AHEAD ACROSS CATTLE GUARD AND PAST STATION
 CY1199'RED (U.S.G.S.) FOR 4.1 MILES TO A RIGHT FORK WHICH IS 0.1
 CY1199'MILE S OF A RANCH HOUSE.  TAKE RIGHT FORK 1.4 MILES TO A
 CY1199'RIGHT FORK, A DIM TRACK ROAD, ABOUT 50 YARDS BEFORE REACHING
 CY1199'A GATE AND CATTLE GUARD.  TURN RIGHT ON THIS TRACK ROAD,
 CY1199'GO THROUGH A GATE NEXT TO A G.L.O. SECTION CORNER, AND
 CY1199'CONTINUE 2.8 MILES, THENCE KEEP RIGHT FORK, THE MAIN
 CY1199'TRACK ROAD, FOR 2.1 MILES TO A GATE AT A STONE BARN.
 CY1199'PASS THROUGH FOR 0.05 MILE TO A DIM LEFT FORK GOING UP
 CY1199'THE HILL ABOUT HALFWAY BETWEEN THE STONE BARN AND A STONE
 CY1199'HOUSE.  TURN LEFT AND CONTINUE FOR 0.5 MILE TO THE AZIMUTH MARK
 CY1199'ON THE RIGHT.  CONTINUE 1.1 MILES TO A WASH.  TURN RIGHT
 CY1199'ACROSS THE WASH AND DRIVE FOR ABOUT 1/2 MILE UP THE
 CY1199'RIDGE ON THE RIGHT SIDE OF THE WASH TO THE END OF TRUCK
 CY1199'TRAVEL.  PACK UP THIS WASH TO ITS HEAD IN A SADDLE, THENCE
 CY1199'LEFT IN A CROSS WASH FOR ABOUT 1/2 MILE, THENCE RIGHT UP
 CY1199'THE WASH WHICH HAS THE STATION PEAK AT ITS HEAD.  A PACK OF
 CY1199'ABOUT 1-1/2 HOURS AND MUCH OF IT IS STEEP AND ROCKY GOING.
 CY1199'
 CY1199'THE STATION MARK IS A BRONZE STATION DISK, STAMPED GREASE 1946,
 CY1199'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK (FLUSH) WHICH
 CY1199'FORMS A PINNACLE PROJECTING ABOUT 6 FEET ABOVE THE GROUND.  IT IS
 CY1199'THE HIGHEST PART OF THE PEAK.
 CY1199'
 CY1199'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED GREASE
 CY1199'NO 1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CY1199'PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  IT IS LOCATED ESE OF THE
 CY1199'STATION AND ABOUT 3 FEET LOWER.
 CY1199'
 CY1199'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED GREASE
 CY1199'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1199'WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND.  IT IS LOCATED
 CY1199'NW OF THE STATION AND ABOUT 3 FEET LOWER.
 CY1199'
 CY1199'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED GREASE 1946,
 CY1199'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1199'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED SW OF THE
 CY1199'STATION, 13 FEET S OF THE CENTER OF THE TRACK ROAD, AND 12.9 FEET
 CY1199'E OF A 4- BY 4-INCH WITNESS POST.  FROM THE AZIMUTH MARK, THE
 CY1199'STATION IS THE HIGHEST PEAK IN SIGHT IN A NE DIRECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0254 ***********************************************************************
 GO0254  DESIGNATION -  GREASE
 GO0254  PID         -  GO0254
 GO0254  STATE/COUNTY-  AZ/APACHE
 GO0254  USGS QUAD   -  RED CORNFIELD MESA (1982)
 GO0254
 GO0254                         *CURRENT SURVEY CONTROL
 GO0254  ___________________________________________________________________
 GO0254* NAD 83(1992)-  36 19 44.46286(N)    109 17 59.86350(W)     ADJUSTED  
 GO0254* NAVD 88     -      2125.2    (meters)    6972.     (feet)  VERTCON   
 GO0254  ___________________________________________________________________
 GO0254  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 GO0254  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 GO0254  HORZ ORDER  -  THIRD
 GO0254
 GO0254.The horizontal coordinates were established by classical geodetic methods
 GO0254.and adjusted by the National Geodetic Survey in August 1993.
 GO0254
 GO0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0254
 GO0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0254
 GO0254.The geoid height was determined by GEOID03.
 GO0254
 GO0254;                    North         East     Units Scale Factor Converg.
 GO0254;SPC AZ E     -   591,366.365   291,172.502   MT  0.99997458   +0 30 48.5
 GO0254;SPC AZ E     - 1,940,178.36    955,290.36   iFT  0.99997458   +0 30 48.5
 GO0254;UTM  12      - 4,021,783.620   652,588.134   MT  0.99988687   +1 00 26.4
 GO0254
 GO0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0254!SPC AZ E     -   0.99966965  x   0.99997458  =   0.99964423
 GO0254!UTM  12      -   0.99966965  x   0.99988687  =   0.99955655
 GO0254
 GO0254:                Primary Azimuth Mark                     Grid Az
 GO0254:SPC AZ E     -  RIM RESET                                196 31 53.4
 GO0254:UTM  12      -  RIM RESET                                196 02 15.5
 GO0254
 GO0254|---------------------------------------------------------------------|
 GO0254| PID    Reference Object                     Distance      Geod. Az  |
 GO0254|                                                           dddmmss.s |
 GO0254| GO0269 RIM RESET                           APPROX. 5.7 KM 1970241.9 |
 GO0254|---------------------------------------------------------------------|
 GO0254
 GO0254                          SUPERSEDED SURVEY CONTROL
 GO0254
 GO0254  NAD 83(1986)-  36 19 44.46539(N)    109 17 59.86248(W) AD(       ) 3
 GO0254  NGVD 29 (08/22/88) 2124.2    (m)         6969.     (f) VERT ANG    3  
 GO0254
 GO0254.Superseded values are not recommended for survey control.
 GO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0254.See file dsdata.txt to determine how the superseded data were derived.
 GO0254
 GO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF5258821784(NAD 83)
 GO0254_MARKER: DS = TRIANGULATION STATION DISK
 GO0254_SETTING: 80 = SET IN A BOULDER
 GO0254_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0254+STABILITY: SURFACE MOTION
 GO0254
 GO0254  HISTORY     - Date     Condition        Report By
 GO0254  HISTORY     - 1955     MONUMENTED       USGS
 GO0254
 GO0254                          STATION DESCRIPTION
 GO0254
 GO0254'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0254'LOCATED ABOUT 15 MI N. AND 13 MI E. OF CHINLE.  ON NORTHWEST TOP
 GO0254'OF MEDIUM-SIZED DOUBLE-TOPPED HILL.
 GO0254'
 GO0254'TO REACH FROM CHINLE POST OFFICE, DRIVE 0.1 MI N.  TURN RIGHT 0.4
 GO0254'MI TO GARCIAS TRADING POST.  HEAD EASTERLY ON BEGINNING OF SOUTH
 GO0254'RIM RD. 0.4 MI PAST GARCIAS AND TURN LEFT ACROSS CHINLE WASH.
 GO0254'CONTINUE 19.1 MI FROM SOUTH SIDE OF CHINLE WASH DOWN NORTH RIM
 GO0254'RD.  TAKE LEFT FORK ONTO TRACK RD. 0.6 MI N.  CROSS X-RD. ABOUT
 GO0254'60 FT N. OF SMALL WASH AND CONTINUE 0.1 MI.  TAKE RIGHT FORK 0.9
 GO0254'MI.  TAKE RIGHT FORK 0.9 MI.  MAKE 90 DEGREE LEFT TURN AT X-RD. AND
 GO0254'CONTINUE 0.6 MI TO BASE OF HILL.  CLIMB S. ON NORTH SLOPE OF HILL.
 GO0254'STATION IS ON NORTHWEST TOP.
 GO0254'
 GO0254'STATION MARK--STANDARD TABLET STAMPED---GREASE 1955---, IN DRILL
 GO0254'HOLE IN ROCK.
 GO0254'
 GO0254'RM 1--STANDARD RM TABLET STAMPED---GREASE 1 1955---.
 GO0254'
 GO0254'RM 2--COPPER NAIL AND WASHER IN BASE OF PINON TREE.
 GO0254'
 GO0254'1978 RECOVERY--STATION MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0612 ***********************************************************************
 FP0612  DESIGNATION -  GREASEWOOD
 FP0612  PID         -  FP0612
 FP0612  STATE/COUNTY-  AZ/APACHE
 FP0612  USGS QUAD   -  GREASEWOOD (1972)
 FP0612
 FP0612                         *CURRENT SURVEY CONTROL
 FP0612  ___________________________________________________________________
 FP0612* NAD 83(2007)-  35 30 58.66503(N)    109 47 20.36165(W)     ADJUSTED  
 FP0612* NAVD 88     -      1992.2    (meters)    6536.     (feet)  GPS OBS   
 FP0612  ___________________________________________________________________
 FP0612  EPOCH DATE  -        2007.00
 FP0612  X           -  -1,760,146.454 (meters)                     COMP
 FP0612  Y           -  -4,891,944.321 (meters)                     COMP
 FP0612  Z           -   3,685,784.369 (meters)                     COMP
 FP0612  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 FP0612  ELLIP HEIGHT-        1970.276 (meters)          (02/10/07) ADJUSTED
 FP0612  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 FP0612
 FP0612  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FP0612  Type    PID    Designation                      North   East  Ellip
 FP0612  -------------------------------------------------------------------
 FP0612  NETWORK FP0612 GREASEWOOD                        0.37   0.33   1.10
 FP0612  -------------------------------------------------------------------
 FP0612
 FP0612.The horizontal coordinates were established by GPS observations
 FP0612.and adjusted by the National Geodetic Survey in February 2007.
 FP0612
 FP0612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FP0612.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FP0612.The horizontal coordinates are valid at the epoch date displayed above.
 FP0612.The epoch date for horizontal control is a decimal equivalence
 FP0612.of Year/Month/Day.
 FP0612
 FP0612.The orthometric height was determined by GPS observations and a
 FP0612.high-resolution geoid model.
 FP0612
 FP0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0612
 FP0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0612
 FP0612.The ellipsoidal height was determined by GPS observations
 FP0612.and is referenced to NAD 83.
 FP0612
 FP0612.The geoid height was determined by GEOID03.
 FP0612
 FP0612;                    North         East     Units Scale Factor Converg.
 FP0612;SPC AZ E     -   500,914.681   247,616.167   MT  0.99991446   +0 13 09.9
 FP0612;SPC AZ E     - 1,643,420.87    812,389.00   iFT  0.99991446   +0 13 09.9
 FP0612;UTM  12      - 3,930,974.981   609,810.804   MT  0.99974860   +0 42 12.9
 FP0612
 FP0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0612!SPC AZ E     -   0.99969084  x   0.99991446  =   0.99960533
 FP0612!UTM  12      -   0.99969084  x   0.99974860  =   0.99943952
 FP0612
 FP0612|---------------------------------------------------------------------|
 FP0612| PID    Reference Object                     Distance      Geod. Az  |
 FP0612|                                                           dddmmss.s |
 FP0612| CD3468 GREASEWOOD RM 1                      14.233 METERS 04334     |
 FP0612| FP0610 EL PASO WATER TANK                  APPROX. 7.2 KM 0540017.9 |
 FP0612| CD3469 GREASEWOOD RM 2                      10.122 METERS 12009     |
 FP0612| FP0613 GREASEWOOD WATER TANK               APPROX. 6.4 KM 2782333.8 |
 FP0612| FP0614 TOYEI WATER TANK                    APPROX.25.1 KM 3263825.8 |
 FP0612|---------------------------------------------------------------------|
 FP0612
 FP0612                          SUPERSEDED SURVEY CONTROL
 FP0612
 FP0612  NAD 83(1992)-  35 30 58.66452(N)    109 47 20.36091(W) AD(       ) A
 FP0612  ELLIP H (09/30/99) 1970.295  (m)                       GP(       ) 3 1
 FP0612  NAD 83(1992)-  35 30 58.66464(N)    109 47 20.36908(W) AD(       ) 2
 FP0612  NAD 83(1986)-  35 30 58.66377(N)    109 47 20.37001(W) AD(       ) 2
 FP0612  NAD 27      -  35 30 58.61405(N)    109 47 17.96262(W) AD(       ) 2
 FP0612  NGVD 29 (07/19/86) 1991.1    (m)         6532.     (f) VERT ANG    3  
 FP0612
 FP0612.Superseded values are not recommended for survey control.
 FP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0612.See file dsdata.txt to determine how the superseded data were derived.
 FP0612
 FP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE0981130975(NAD 83)
 FP0612_MARKER: DD = SURVEY DISK
 FP0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0612_STAMPING: GREASEWOOD 1972
 FP0612_MARK LOGO: USGS  
 FP0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0612+STABILITY: SURFACE MOTION
 FP0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0612+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 FP0612
 FP0612  HISTORY     - Date     Condition        Report By
 FP0612  HISTORY     - 1972     MONUMENTED       USGS
 FP0612  HISTORY     - 19990129 GOOD             NAVNAT
 FP0612  HISTORY     - 19990316 GOOD             NAVNAT
 FP0612
 FP0612                          STATION DESCRIPTION
 FP0612
 FP0612'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0612'RM 1-RM 2 NOT MEASURED.
 FP0612'
 FP0612'LOCATED 44 MI (AIRLINE) NE. OF HOLBROOK. 20 MI SW. OF GANADO 2.5
 FP0612'MI E. OF THE GREASEWOOD TRADING POST AND BOARDING SCHOOL.
 FP0612'
 FP0612'TO REACH FROM THE JCT. OF AZIZONA STATE ROUTES 63 AND 264 IN GANADO,
 FP0612'GO W. ON HIGHWAY 264 FOR 6.0 MI TO A PAVED X-RD. TURN S., (LEFT).
 FP0612'ALONG U. S. B. I. A. ROUTE 15 FOR 20.3 MI TO A T-RD. E. (LEFT).
 FP0612'THIS T-RD. IS 1.3 MI N. OF GREASEWOOD, AND IS MAIN RD. FROM
 FP0612'GREASEWOOD TO KLAGETOH). TURN E. ALONG GRADED RD., ACROSS LARGE
 FP0612'WASH, FOR 0.9 MI TO Y-RD. TAKE LEFT FORK (NE.) FOR 4.3 MI TO A TRACK
 FP0612'RD. S. (RIGHT). TAKE TRACK RD. S., UPGRADE, FOR 0.8 MI TO A X-RD.
 FP0612'NEAR THE TOP.  TURN ACUTE RIGHT AND PROCEED FOR 0.2 MI. TURN
 FP0612'LEFT (W.) CROSS-COUNTRY FOR 0.1 MI TO TOP AND STATION.
 FP0612'
 FP0612'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED GREASEWOOD
 FP0612'1972 SET IN A CONC. POST PROJECTING 0.3 FT.
 FP0612'
 FP0612'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 FP0612'STAMPED GREASEWOOD NO 1 1972 SET IN A CONC. POST PROJECTING 0.2 FT.
 FP0612'
 FP0612'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 FP0612'STAMPED GREASEWOOD NO 2 1972 SET IN A CONC. POST PROJECTING 0.3 FT.
 FP0612
 FP0612                          STATION RECOVERY (1999)
 FP0612
 FP0612'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 FP0612'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF GREASEWOOD.
 FP0612'OWNERSHIP--NAVAJO TRIBAL TRUST LAND.  TO REACH THE STATION FROM THE
 FP0612'JUNCTION OF U.S. HIGHWAY 191 AND STATE HIGHWAY 264 IN GANADO, GO WEST
 FP0612'FOR 5.9 MI (9.5 KM) ON HIGHWAY 264 TO A PAVED CROSSROAD.  TURN LEFT
 FP0612'AND GO SOUTH FOR 19.9 MI (32.0 KM) ON INDIAN ROUTE 15 TO A T-ROAD
 FP0612'(THIS ROAD IS 1.3 MI (2.1 KM) NORTH OF GREASEWOOD AND IS THE MAIN ROAD
 FP0612'FROM GREASEWOOD TO KLEGATOH).  TURN LEFT AND GO EAST FOR 0.9 MI (1.4
 FP0612'KM) ON THE GRADED ROAD TO A Y-ROAD, CROSSING A LARGE WASH AT 0.4 MI
 FP0612'(0.6 KM).  FOLLOW THE LEFT FORK AND GO NORTHEAST FOR 4.0 MI (6.4 KM)
 FP0612'TO A T-ROAD AND TURN RIGHT (SOUTH-SOUTHWEST).  TAKE THE ROAD THROUGH
 FP0612'THE UPGRADE FOR 0.7 MI (1.1 KM) TO A PRIMARY Y-ROAD. FOLLOW THE RIGHT
 FP0612'FORK (STRAIGHT) FOR 0.05 MI (0.08 KM) TO A SECONDARY Y-ROAD.  FOLLOW
 FP0612'THE RIGHT FORK, KEEPING RIGHT THROUGH THE CURVE TURNING TO THE
 FP0612'SOUTHEAST FOR 0.1 MI (0.2 KM) TO A Y-ROAD.  FOLLOW THE LEFT FORK AND
 FP0612'GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE TOP OF A SMALL HILL AND THE
 FP0612'STATION.  THE STATION PROJECTS 1.13 ABOVE GROUND.
 FP0612
 FP0612                          STATION RECOVERY (1999)
 FP0612
 FP0612'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 FP0612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0613 ***********************************************************************
 FP0613  DESIGNATION -  GREASEWOOD WATER TANK
 FP0613  PID         -  FP0613
 FP0613  STATE/COUNTY-  AZ/NAVAJO
 FP0613  USGS QUAD   -  GREASEWOOD (1972)
 FP0613
 FP0613                         *CURRENT SURVEY CONTROL
 FP0613  ___________________________________________________________________
 FP0613* NAD 83(1992)-  35 31 29.08837(N)    109 51 33.20195(W)     ADJUSTED  
 FP0613* NAVD 88     -              **(meters)            **(feet)            
 FP0613  ___________________________________________________________________
 FP0613  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 FP0613  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 FP0613  HORZ ORDER  -  THIRD
 FP0613
 FP0613.The horizontal coordinates were established by classical geodetic methods
 FP0613.and adjusted by the National Geodetic Survey in August 1993.
 FP0613
 FP0613
 FP0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0613
 FP0613.The geoid height was determined by GEOID03.
 FP0613
 FP0613;                    North         East     Units Scale Factor Converg.
 FP0613;SPC AZ E     -   501,830.097   241,242.895   MT  0.99990958   +0 10 43.1
 FP0613;SPC AZ E     - 1,646,424.20    791,479.31   iFT  0.99990958   +0 10 43.1
 FP0613;UTM  12      - 3,931,836.355   603,431.121   MT  0.99973183   +0 39 46.5
 FP0613
 FP0613                          SUPERSEDED SURVEY CONTROL
 FP0613
 FP0613  NAD 83(1986)-  35 31 29.08480(N)    109 51 33.20315(W) AD(       ) 4
 FP0613  NAD 27      -  35 31 29.03682(N)    109 51 30.78760(W) AD(       ) 3
 FP0613
 FP0613.Superseded values are not recommended for survey control.
 FP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0613.See file dsdata.txt to determine how the superseded data were derived.
 FP0613
 FP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE0343131836(NAD 83)
 FP0613_MARKER: 51 = TANK
 FP0613
 FP0613  HISTORY     - Date     Condition        Report By
 FP0613  HISTORY     - 1972     FIRST OBSERVED   NCGS
 FP0613
 FP0613                          STATION DESCRIPTION
 FP0613
 FP0613'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1066 ***********************************************************************
 CG1066  DESIGNATION -  GREAT
 CG1066  PID         -  CG1066
 CG1066  STATE/COUNTY-  AZ/PIMA
 CG1066  USGS QUAD   -  HELVETIA (1981)
 CG1066
 CG1066                         *CURRENT SURVEY CONTROL
 CG1066  ___________________________________________________________________
 CG1066* NAD 83(1992)-  31 45 31.75611(N)    110 45 22.19433(W)     ADJUSTED  
 CG1066* NAVD 88     -      1655.9    (meters)    5433.     (feet)  VERTCON   
 CG1066  ___________________________________________________________________
 CG1066  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CG1066  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CG1066  HORZ ORDER  -  THIRD
 CG1066
 CG1066.The horizontal coordinates were established by classical geodetic methods
 CG1066.and adjusted by the National Geodetic Survey in August 1993.
 CG1066
 CG1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1066
 CG1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1066
 CG1066.The geoid height was determined by GEOID03.
 CG1066
 CG1066;                    North         East     Units Scale Factor Converg.
 CG1066;SPC AZ C     -    84,712.719   323,297.897   MT  1.00004902   +0 36 39.2
 CG1066;SPC AZ C     -   277,928.87  1,060,688.64   iFT  1.00004902   +0 36 39.2
 CG1066;UTM  12      - 3,513,729.207   523,091.625   MT  0.99960658   +0 07 42.0
 CG1066
 CG1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1066!SPC AZ C     -   0.99974451  x   1.00004902  =   0.99979352
 CG1066!UTM  12      -   0.99974451  x   0.99960658  =   0.99935119
 CG1066
 CG1066:                Primary Azimuth Mark                     Grid Az
 CG1066:SPC AZ C     -  GREAT AZ MK                              022 52 02.5
 CG1066:UTM  12      -  GREAT AZ MK                              023 20 59.7
 CG1066
 CG1066|---------------------------------------------------------------------|
 CG1066| PID    Reference Object                     Distance      Geod. Az  |
 CG1066|                                                           dddmmss.s |
 CG1066| CC6618 GREAT AZ MK                                        0232841.7 |
 CG1066| CC6619 GREAT RM 1                           13.029 METERS 04025     |
 CG1066| CC6620 GREAT RM 2                           18.863 METERS 11114     |
 CG1066|---------------------------------------------------------------------|
 CG1066
 CG1066                          SUPERSEDED SURVEY CONTROL
 CG1066
 CG1066  NAD 83(1986)-  31 45 31.74985(N)    110 45 22.19085(W) AD(       ) 3
 CG1066  NAD 27      -  31 45 31.43700(N)    110 45 19.88700(W) AD(       ) 3
 CG1066  NGVD 29 (07/19/86) 1655.0    (m)         5430.     (f) VERT ANG    3  
 CG1066
 CG1066.Superseded values are not recommended for survey control.
 CG1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1066.See file dsdata.txt to determine how the superseded data were derived.
 CG1066
 CG1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2309213729(NAD 83)
 CG1066_MARKER: Z = SEE DESCRIPTION
 CG1066_SETTING: 0 = UNSPECIFIED SETTING
 CG1066
 CG1066  HISTORY     - Date     Condition        Report By
 CG1066  HISTORY     - 1936     MONUMENTED       CGS
 CG1066
 CG1066                          STATION DESCRIPTION
 CG1066
 CG1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1066'THE STATION IS LOCATED ABOUT 1/2 MILE S OF THE OLD VILLAGE OF
 CG1066'GREATERVILLE, A GENERAL STORE AND POST OFFICE STILL BEING
 CG1066'MAINTAINED.  ON THE HIGHEST HILL APPROACHING FROM THE E, BUT ALL
 CG1066'THE COUNTRY TO THE W BEING HIGHER.  IT IS ABOUT 33 MILES SE OF
 CG1066'TUCSON AND 3 MILES W OF HIGHWAY NO. 83.  THE HILL THE STATION IS
 CG1066'LOCATED ON IS A GRASSY HILL, SURROUNDED BY SCATTERED LOW TIMBER.
 CG1066'
 CG1066'THE STATION PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 CG1066'ABOUT 75 YARDS N OF TRACK ROAD TO GREATERVILLE.
 CG1066'
 CG1066'R.M. NO. 1 IS NE OF THE STATION AND PROJECTS ABOUT 4 INCHES ABOVE
 CG1066'GROUND.
 CG1066'
 CG1066'R.M. NO. 2 IS ESE OF THE STATION AND PROJECTS ABOUT 4 INCHES
 CG1066'ABOVE THE GROUND.
 CG1066'
 CG1066'THE AZIMUTH MARK IS ABOUT 0.4 MILE NNE OF THE STATION ON TOP
 CG1066'OF A HILL 0.15 MILE N OF THE POST OFFICE AT GREATERVILLE VIA THE
 CG1066'ROAD LEADING N AND E TO HIGHWAY 83 AND 10 FEET E OF THE ROAD, 36
 CG1066'FEET E OF A N AND S FENCE, PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CG1066'
 CG1066'A 4-FT. STAND WILL CLEAR ALL LINES.
 CG1066'
 CG1066'TO REACH THE STATION FROM TUCSON, GO E A DISTANCE OF 21.2 MILES
 CG1066'ON U.S. NO. 80 HIGHWAY FROM THE JUNCTION OF HIGHWAYS NOS. U.S.
 CG1066'80 AND STATE NO. 89 AT THE S EDGE OF TUCSON.  TURN S ON STATE
 CG1066'ROAD NO. 83 AND GO FOR A DISTANCE OF 20 MILES TO A ROAD TO THE
 CG1066'W, WITH A SIGN READING GREATERVILLE AND BOX CANYON.  TURN W AT
 CG1066'THIS POINT AND GO FOR A DISTANCE OF 2.9 MILES.  TAKE THE LEFT FORK
 CG1066'AT THIS POINT AND CONTINUE IN A SOUTHERLY DIRECTION FOR A
 CG1066'DISTANCE OF 1.8 MILES TO THE POST OFFICE OR GREATERVILLE.
 CG1066'CONTINUE S CROSSING THE WASH IN FRONT OF THE POST OFFICE
 CG1066'AND BEARING TO THE RIGHT IN FRONT OF AN ADOBE SHACK TO PICK UP
 CG1066'A VERY POOR TRACK ROAD, CONTINUING SW AROUND A HILL TO THE
 CG1066'TOP OF A SMALL SADDLE.  THE STATION BEING ABOUT 75 YARDS NW OF
 CG1066'THIS POINT ON TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0373 ***********************************************************************
 GQ0373  DESIGNATION -  GREEN
 GQ0373  PID         -  GQ0373
 GQ0373  STATE/COUNTY-  AZ/MOHAVE
 GQ0373  USGS QUAD   -  WHITMORE POINT SW (1967)
 GQ0373
 GQ0373                         *CURRENT SURVEY CONTROL
 GQ0373  ___________________________________________________________________
 GQ0373* NAD 83(1992)-  36 01 40.92372(N)    113 27 57.34328(W)     ADJUSTED  
 GQ0373* NAVD 88     -      1912.4    (meters)    6274.     (feet)  VERTCON   
 GQ0373  ___________________________________________________________________
 GQ0373  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 GQ0373  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 GQ0373  HORZ ORDER  -  THIRD
 GQ0373
 GQ0373.The horizontal coordinates were established by classical geodetic methods
 GQ0373.and adjusted by the National Geodetic Survey in August 1993.
 GQ0373
 GQ0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0373
 GQ0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0373
 GQ0373.The geoid height was determined by GEOID03.
 GQ0373
 GQ0373;                    North         East     Units Scale Factor Converg.
 GQ0373;SPC AZ W     -   557,679.171   238,962.174   MT  0.99994141   +0 10 01.5
 GQ0373;SPC AZ W     - 1,829,656.07    783,996.63   iFT  0.99994141   +0 10 01.5
 GQ0373;SPC AZ C     -   558,733.757    73,730.953   MT  1.00014016   -0 54 41.0
 GQ0373;SPC AZ C     - 1,833,116.00    241,899.45   iFT  1.00014016   -0 54 41.0
 GQ0373;UTM  12      - 3,989,871.216   277,809.080   MT  1.00020835   -1 27 03.6
 GQ0373
 GQ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0373!SPC AZ W     -   0.99970386  x   0.99994141  =   0.99964528
 GQ0373!SPC AZ C     -   0.99970386  x   1.00014016  =   0.99984398
 GQ0373!UTM  12      -   0.99970386  x   1.00020835  =   0.99991215
 GQ0373
 GQ0373:                Primary Azimuth Mark                     Grid Az
 GQ0373:SPC AZ W     -  GREEN AZ MK                              043 20 40.4
 GQ0373:SPC AZ C     -  GREEN AZ MK                              044 25 22.9
 GQ0373:UTM  12      -  GREEN AZ MK                              044 57 45.5
 GQ0373
 GQ0373|---------------------------------------------------------------------|
 GQ0373| PID    Reference Object                     Distance      Geod. Az  |
 GQ0373|                                                           dddmmss.s |
 GQ0373| CH2390 GREEN AZ MK                                        0433041.9 |
 GQ0373| CH2391 GREEN RM 1                            8.327 METERS 27101     |
 GQ0373| CH2392 GREEN RM 2                            7.973 METERS 35724     |
 GQ0373|---------------------------------------------------------------------|
 GQ0373
 GQ0373                          SUPERSEDED SURVEY CONTROL
 GQ0373
 GQ0373  NAD 83(1986)-  36 01 40.91636(N)    113 27 57.34155(W) AD(       ) 3
 GQ0373  NAD 27      -  36 01 40.96100(N)    113 27 54.57400(W) AD(       ) 3
 GQ0373  NGVD 29 (07/19/86) 1911.5    (m)         6271.     (f) VERT ANG    3  
 GQ0373
 GQ0373.Superseded values are not recommended for survey control.
 GQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0373.See file dsdata.txt to determine how the superseded data were derived.
 GQ0373
 GQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7780989871(NAD 83)
 GQ0373_MARKER: DS = TRIANGULATION STATION DISK
 GQ0373_SETTING: 80 = SET IN A BOULDER
 GQ0373_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0373
 GQ0373  HISTORY     - Date     Condition        Report By
 GQ0373  HISTORY     - 1953     MONUMENTED       CGS
 GQ0373
 GQ0373                          STATION DESCRIPTION
 GQ0373
 GQ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0373'THE STATION IS LOCATED 28 MILES, AIR-LINE, SOUTH-SOUTHWEST OF
 GQ0373'THE VILLAGE OF MT. TRUMBULL, 8 MILES, AIR-LINE, WEST OF THE
 GQ0373'COLORADO RIVER AND JUST EAST OF THE GREEN SPRINGS CANYON.
 GQ0373'IT IS ON THE HIGHEST POINT OF A TREE COVERED, LOW RIDGE.  IT
 GQ0373'IS 20 FEET NORTH OF A TRIANGLE BLAZED TREE AND 6 FEET SOUTH OF
 GQ0373'A WHITE WITNESS POST.
 GQ0373'
 GQ0373'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0373'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0373'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0373'CROSSING A BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0373'ROAD SOUTH FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0373'FOLLOW THE GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT
 GQ0373'FORK AND FOLLOW THE GRADED ROAD SOUTH FOR 22.4 MILES TO A
 GQ0373'CATTLE GUARD AND A CABIN.  (THIS IS LOCALLY KNOWN AS WOLF
 GQ0373'HOLE.) CONTINUE SOUTH FOR 0.6 MILE TO A CROSSROAD.  TAKE
 GQ0373'THE LEFT ROAD AND FOLLOW THE BLADED ROAD FOR 2.6 MILES TO
 GQ0373'A FORK.  TAKE THE LEFT FORK AND FOLLOW THE BLADED ROAD FOR
 GQ0373'15.7 MILES TO AN OLD STONE CHIMNEY, CORRALS AND RESERVOIR ON
 GQ0373'THE RIGHT.  CONTINUE SOUTHEAST FOR 0.3 MILE TO A FORK.  TAKE
 GQ0373'THE RIGHT FORK AND GO 2.3 MILES TO A FORK.  TAKE THE RIGHT
 GQ0373'FORK AND FOLLOW THE BLADED ROAD FOR 15.7 MILES TO A FORK.
 GQ0373'TAKE THE RIGHT FORK AND FOLLOW THE BLADED ROAD FOR 12.7 MILES
 GQ0373'TO A WIRE GATE ABOUT 1/2 MILE WEST OF THE WARING RANCH.
 GQ0373'CONTINUE SOUTH ON THE BLADED ROAD FOR 6.4 MILES TO A POLE
 GQ0373'GATE.  PASS THROUGH THE GATE AND GO 0.4 MILE TO A FORK.  TAKE
 GQ0373'THE LEFT FORK AND FOLLOW THE BLADED ROAD EAST FOR 3.6 MILES
 GQ0373'TO A BOARD GATE.  PASS THROUGH THE GATE AND FOLLOW THE BLADED
 GQ0373'ROAD FOR 2.3 MILES TO A BOARD GATE.  PASS THROUGH THE GATE
 GQ0373'AND FOLLOW THE BLADED ROAD FOR 1.1 MILES TO TWO WIRE GATES
 GQ0373'AND A RANCH ON THE LEFT.  PASS THROUGH THE GATES AND FOLLOW
 GQ0373'THE BLADED ROAD FOR 2.0 MILES TO A WIRE GATE AND A TRIANGLE
 GQ0373'BLAZED TREE ON THE LEFT.  TURN LEFT AND FOLLOW TRACK ROAD
 GQ0373'EAST ALONG NORTH SIDE OF FENCE, CROSS A WASH AND FOLLOW THE
 GQ0373'TRACK ROAD FOR 2.9 MILES TO A WIRE GATE.  PASS THROUGH THE
 GQ0373'GATE AND FOLLOW THE TRACK ROAD FOR 2.4 MILES TO A RESERVOIR
 GQ0373'ACROSS THE ROAD.  GO TO THE EAST END OF THE RESERVOIR AND THE
 GQ0373'AZIMUTH MARK.  PICK UP THE TRACK ROAD ON THE SOUTH SIDE OF THE
 GQ0373'RESERVOIR AND FOLLOW THE ROAD FOR 0.25 MILE TO A TRIANGLE
 GQ0373'BLAZED TREE ON THE RIGHT.  TURN RIGHT AND PICK WAY SOUTHWEST FOR
 GQ0373'0.8 MILE TO THE HIGHEST POINT AND THE STATION.  A DRIVE STATION
 GQ0373'WITH A 4-WHEEL DRIVE VEHICLE.
 GQ0373'
 GQ0373'THE STATION MARK, A STANDARD DISK STAMPED GREEN 1953, IS SET
 GQ0373'IN A DRILL HOLE IN A BOULDER.
 GQ0373'
 GQ0373'REFERENCE MARK 1, A STANDARD DISK STAMPED GREEN NO 1 1953, IS
 GQ0373'SET IN A DRILL HOLE IN A BOULDER.  IT IS ABOUT THE SAME ELEVATION
 GQ0373'AS THE STATION.
 GQ0373'
 GQ0373'REFERENCE MARK 2, A STANDARD DISK STAMPED GREEN NO 2 1953, IS
 GQ0373'SET IN A DRILL HOLE IN A BOULDER.  IT IS ABOUT 18 INCHES LOWER
 GQ0373'THAN THE STATION.
 GQ0373'
 GQ0373'THE AZIMUTH MARK, A STANDARD DISK STAMPED GREEN 1953, IS SET
 GQ0373'IN A DRILL HOLE IN A BOULDER.  IT IS LOCATED ABOUT 200 FEET
 GQ0373'EAST OF THE ROAD, 4-1/2 FEET EAST OF A WHITE WITNESS POST AND
 GQ0373'NEAR THE EAST END OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2027 ***********************************************************************
 DU2027  DESIGNATION -  GREEN
 DU2027  PID         -  DU2027
 DU2027  STATE/COUNTY-  AZ/GILA
 DU2027  USGS QUAD   -  PICTURE MOUNTAIN (1964)
 DU2027
 DU2027                         *CURRENT SURVEY CONTROL
 DU2027  ___________________________________________________________________
 DU2027* NAD 83(1992)-  33 53 58.11480(N)    111 14 13.17913(W)     ADJUSTED  
 DU2027* NAVD 88     -      1032.1    (meters)    3386.     (feet)  VERTCON   
 DU2027  ___________________________________________________________________
 DU2027  LAPLACE CORR-           8.52  (seconds)                    DEFLEC99
 DU2027  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DU2027  HORZ ORDER  -  FIRST
 DU2027
 DU2027.The horizontal coordinates were established by classical geodetic methods
 DU2027.and adjusted by the National Geodetic Survey in August 1993.
 DU2027
 DU2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2027
 DU2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2027
 DU2027.The geoid height was determined by GEOID03.
 DU2027
 DU2027;                    North         East     Units Scale Factor Converg.
 DU2027;SPC AZ E     -   322,020.456   114,369.400   MT  1.00002076   -0 35 49.2
 DU2027;SPC AZ E     - 1,056,497.56    375,227.69   iFT  1.00002076   -0 35 49.2
 DU2027;UTM  12      - 3,751,035.479   478,088.329   MT  0.99960592   -0 07 55.9
 DU2027
 DU2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2027!SPC AZ E     -   0.99984226  x   1.00002076  =   0.99986302
 DU2027!UTM  12      -   0.99984226  x   0.99960592  =   0.99944824
 DU2027
 DU2027|---------------------------------------------------------------------|
 DU2027| PID    Reference Object                     Distance      Geod. Az  |
 DU2027|                                                           dddmmss.s |
 DU2027| CH5260 GREEN RM 1                            6.572 METERS 06209     |
 DU2027| CH5261 GREEN RM 2                            5.374 METERS 16348     |
 DU2027| CH5259 GREEN AZ MK                                        2782124.5 |
 DU2027|---------------------------------------------------------------------|
 DU2027
 DU2027                          SUPERSEDED SURVEY CONTROL
 DU2027
 DU2027  NAD 83(1986)-  33 53 58.10750(N)    111 14 13.18100(W) AD(       ) 1
 DU2027  NAD 27      -  33 53 57.95200(N)    111 14 10.71200(W) AD(       ) 1
 DU2027  NGVD 29 (07/19/86) 1031.4    (m)         3384.     (f) VERT ANG    3  
 DU2027
 DU2027.Superseded values are not recommended for survey control.
 DU2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2027.See file dsdata.txt to determine how the superseded data were derived.
 DU2027
 DU2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7808851035(NAD 83)
 DU2027_MARKER: DS = TRIANGULATION STATION DISK
 DU2027_SETTING: 80 = SET IN A BOULDER
 DU2027_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2027
 DU2027  HISTORY     - Date     Condition        Report By
 DU2027  HISTORY     - 1946     MONUMENTED       CGS
 DU2027  HISTORY     - 1967     GOOD             AMS
 DU2027
 DU2027                          STATION DESCRIPTION
 DU2027
 DU2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2027'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 17 MILES
 DU2027'NORTH-NORTHWEST OF ROOSEVELT, 4-1/2 MILES EAST-NORTHEAST OF TONTO
 DU2027'POST OFFICE, AND ABOUT 4 MILES EAST OF TONTO CREEK.  IT IS LOCATED
 DU2027'ON A LOW RIDGE IN THE FOOTHILLS BELOW AND WEST-SOUTHWEST OF
 DU2027'PICTURE MOUNTAIN, AND IS ABOUT 150 YARDS SOUTH OF THE GREENBACK
 DU2027'VALLEY ROAD.
 DU2027'
 DU2027'TO REACH FROM THE TONTO POST OFFICE GO EAST ON ROAD AS PER SIGN
 DU2027'GREEN BACK VALLEY FOR 3.8 MILES, CROSSING TONTO CREEK AND
 DU2027'CONTINUING ALONG MAIN TRAVELED ROAD, TO A CATTLE GUARD.  CROSS
 DU2027'CATTLE GUARD AND CONTINUE 1.9 MILES.  HERE BEAR RIGHT OFF ROAD
 DU2027'AND DRIVE UP HILL 175 YARDS TO TOP AND STATION.
 DU2027'
 DU2027'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 DU2027'STAMPED GREEN 1946, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 DU2027'IS EMBEDDED IN THE GROUND AND WHICH PROJECTS 5 INCHES ABOVE
 DU2027'GROUND.  IT IS ABOUT 20 FEET SOUTH OF AND 2 FEET LOWER THAN THE
 DU2027'HIGHEST POINT OF HILL.
 DU2027'
 DU2027'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  A STANDARD
 DU2027'REFERENCE MARK DISK, STAMPED GREEN NO 1 1946, CEMENTED IN A DRILL
 DU2027'HOLE IN A BOULDER THAT IS EMBEDDED IN THE GROUND AND WHICH PROJECTS
 DU2027'ABOUT 3 INCHES ABOVE GROUND.  IT IS ABOUT SAME LEVEL AS STATION.
 DU2027'
 DU2027'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION AND ABOUT
 DU2027'1 FOOT LOWER.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED GREEN
 DU2027'NO 2 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EMBEDDED
 DU2027'IN THE GROUND AND PROJECTS 2 INCHES.
 DU2027'
 DU2027'THE AZIMUTH MARK IS ABOUT 1/2 MILE WEST OF THE STATION, 66 FEET
 DU2027'NORTHWEST OF THE ROAD, AND 3 FEET EAST-SOUTHEAST OF A 3-FT.
 DU2027'CAIRN.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED GREEN 1946,
 DU2027'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EMBEDDED IN THE
 DU2027'GROUND AND THAT PROJECTS 2 INCHES.
 DU2027
 DU2027                          STATION RECOVERY (1967)
 DU2027
 DU2027'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DU2027'STATION GREEN FOUND IN GOOD CONDITION AZ. MK. AND R.M. 1 AND R.M.
 DU2027'2 WERE ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1158 ***********************************************************************
 CG1158  DESIGNATION -  GREEN
 CG1158  PID         -  CG1158
 CG1158  STATE/COUNTY-  AZ/COCHISE
 CG1158  USGS QUAD   -  HEREFORD (1983)
 CG1158
 CG1158                         *CURRENT SURVEY CONTROL
 CG1158  ___________________________________________________________________
 CG1158* NAD 83(1992)-  31 22 46.92412(N)    110 04 53.12038(W)     ADJUSTED  
 CG1158* NAVD 88     -      1323.6    (meters)    4343.     (feet)  VERTCON   
 CG1158  ___________________________________________________________________
 CG1158  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CG1158  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG1158  HORZ ORDER  -  SECOND
 CG1158
 CG1158.The horizontal coordinates were established by classical geodetic methods
 CG1158.and adjusted by the National Geodetic Survey in August 1993.
 CG1158
 CG1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1158
 CG1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1158
 CG1158.The geoid height was determined by GEOID03.
 CG1158
 CG1158;                    North         East     Units Scale Factor Converg.
 CG1158;SPC AZ E     -    42,097.435   221,467.952   MT  0.99990081   +0 02 39.8
 CG1158;SPC AZ E     -   138,114.94    726,600.89   iFT  0.99990081   +0 02 39.8
 CG1158;UTM  12      - 3,472,048.201   587,345.328   MT  0.99969410   +0 28 42.0
 CG1158
 CG1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1158!SPC AZ E     -   0.99979659  x   0.99990081  =   0.99969742
 CG1158!UTM  12      -   0.99979659  x   0.99969410  =   0.99949075
 CG1158
 CG1158|---------------------------------------------------------------------|
 CG1158| PID    Reference Object                     Distance      Geod. Az  |
 CG1158|                                                           dddmmss.s |
 CG1158| CS5411 GREEN RM 1                           10.355 METERS 09056     |
 CG1158| CS5412 GREEN RM 2                           10.219 METERS 27018     |
 CG1158|---------------------------------------------------------------------|
 CG1158
 CG1158                          SUPERSEDED SURVEY CONTROL
 CG1158
 CG1158  NAD 83(1986)-  31 22 46.91599(N)    110 04 53.11038(W) AD(       ) 2
 CG1158  NGVD 29 (03/13/91) 1322.7    (m)         4340.     (f) VERT ANG    3  
 CG1158
 CG1158.Superseded values are not recommended for survey control.
 CG1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1158.See file dsdata.txt to determine how the superseded data were derived.
 CG1158
 CG1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8734572048(NAD 83)
 CG1158_MARKER: DS = TRIANGULATION STATION DISK
 CG1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1158+STABILITY: SURFACE MOTION
 CG1158
 CG1158  HISTORY     - Date     Condition        Report By
 CG1158  HISTORY     - 1982     MONUMENTED       AZDT
 CG1158
 CG1158                          STATION DESCRIPTION
 CG1158
 CG1158'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG1158'THE STATION IS LOCATED 2-1/2 MILES EAST OF PALOMINAS ALONG STATE ROUTE
 CG1158'92.
 CG1158'
 CG1158'THE STATION MARK IS AN ADOT DISK STAMPED---GREEN 1982---SET IN
 CG1158'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 89 FEET SOUTH OF THE CENTER
 CG1158'LINE OF THE HIGHWAY. 2 FEET NORTH OF THE RIGHT OF WAY FENCELINE AND ON
 CG1158'TOP OF A 12 FOOT HIGHWAY CUT 4 FEET SOUTH OF WITNESS POST.
 CG1158'
 CG1158'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---GREEN RM 1 1982---SET
 CG1158'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1158'
 CG1158'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---GREEN RM 2 1982---SET
 CG1158'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1158'
 CG1158'TO REACH THE STATION FROM THE POST OFFICE IN PALOMINAS TRAVEL EAST
 CG1158'ALONG STATE ROUTE 92 FOR 2.4 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0521 ***********************************************************************
 ER0521  DESIGNATION -  GREEN ECC
 ER0521  PID         -  ER0521
 ER0521  STATE/COUNTY-  AZ/APACHE
 ER0521  USGS QUAD   -  GREENS PEAK (1969)
 ER0521
 ER0521                         *CURRENT SURVEY CONTROL
 ER0521  ___________________________________________________________________
 ER0521* NAD 83(1992)-  34 06 42.66135(N)    109 34 27.94280(W)     ADJUSTED  
 ER0521* NAVD 88     -      3089.2    (meters)   10135.     (feet)  VERTCON   
 ER0521  ___________________________________________________________________
 ER0521  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 ER0521  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0521  HORZ ORDER  -  FIRST
 ER0521
 ER0521.The horizontal coordinates were established by classical geodetic methods
 ER0521.and adjusted by the National Geodetic Survey in August 1993.
 ER0521
 ER0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0521
 ER0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0521
 ER0521.The geoid height was determined by GEOID03.
 ER0521
 ER0521;                    North         East     Units Scale Factor Converg.
 ER0521;SPC AZ E     -   345,217.796   267,996.875   MT  0.99993679   +0 19 55.7
 ER0521;SPC AZ E     - 1,132,604.32    879,254.84   iFT  0.99993679   +0 19 55.7
 ER0521;UTM  12      - 3,775,475.258   631,480.708   MT  0.99981310   +0 47 58.5
 ER0521
 ER0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0521!SPC AZ E     -   0.99951881  x   0.99993679  =   0.99945563
 ER0521!UTM  12      -   0.99951881  x   0.99981310  =   0.99933200
 ER0521
 ER0521|---------------------------------------------------------------------|
 ER0521| PID    Reference Object                     Distance      Geod. Az  |
 ER0521|                                                           dddmmss.s |
 ER0521| CD2963 GREEN RM                                           16216     |
 ER0521| CD2968 GREEN RM 1                           24.561 METERS 17543     |
 ER0521| CD2967 GREEN AZ MK                                        1852037.8 |
 ER0521| CD2969 GREEN RM 2                           20.605 METERS 28043     |
 ER0521| ER0520 GREEN=GREEN PEAK LOT                  7.117 METERS 34229     |
 ER0521|---------------------------------------------------------------------|
 ER0521
 ER0521                          SUPERSEDED SURVEY CONTROL
 ER0521
 ER0521  NAD 83(1986)-  34 06 42.65917(N)    109 34 27.94922(W) AD(       ) 1
 ER0521  NAD 27      -  34 06 42.49600(N)    109 34 25.60600(W) AD(       ) 1
 ER0521  NGVD 29 (07/19/86) 3088.0    (m)        10131.     (f) VERT ANG    3  
 ER0521
 ER0521.Superseded values are not recommended for survey control.
 ER0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0521.See file dsdata.txt to determine how the superseded data were derived.
 ER0521
 ER0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3148175475(NAD 83)
 ER0521_MARKER: DS = TRIANGULATION STATION DISK
 ER0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0521
 ER0521  HISTORY     - Date     Condition        Report By
 ER0521  HISTORY     - 1936     MONUMENTED       CGS
 ER0521
 ER0521                          STATION DESCRIPTION
 ER0521
 ER0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0521'ABOUT 16-1/2 MILES W OF SPRINGERVILLE, ON THE HIGHEST POINT
 ER0521'OF GREEN PEAK, ABOUT 14 FEET N OF THE NW CORNER OF THE RANGERS
 ER0521'CABIN, 12 FEET S OF THE SE CORNER OF THE LOOKOUT TOWER, AND 8
 ER0521'PACES S OF STATION GREEN.
 ER0521'
 ER0521'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 ER0521'DISKS SET IN CONCRETE.
 ER0521'
 ER0521'REFERENCE MARK NO. 1 IS 80.58 FEET FROM THE STATION S 04 DEG 17 MIN E.
 ER0521'
 ER0521'REFERENCE MARK NO. 2 IS 67.60 FEET FROM THE STATION N 79 DEG 17 MIN W.
 ER0521'
 ER0521'REFERENCE MARK NO. 1 OF STATION GREEN IS 22.83 FEET FROM THE
 ER0521'STATION S 17 DEG 44 MIN E.
 ER0521'
 ER0521'AZIMUTH MARK IS ON THE HIGHEST POINT OF RIDGE JUST BEFORE IT
 ER0521'DROPS OFF TO THE SW, 130 FEET WSW OF A FIVE-WIRE FENCE, 30
 ER0521'FEET E OF A N-AND-S FENCE AND APPROXIMATELY 0.15 MILE FROM STATION,
 ER0521'S 05 DEG 21 MIN W.
 ER0521'
 ER0521'AZIMUTH FROM STATION TO MC KAY LOOKOUT, ABOUT 15 MILES DISTANT,
 ER0521'IS S 54 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0520 ***********************************************************************
 ER0520  DESIGNATION -  GREEN=GREEN PEAK LOT
 ER0520  PID         -  ER0520
 ER0520  STATE/COUNTY-  AZ/APACHE
 ER0520  USGS QUAD   -  GREENS PEAK (1969)
 ER0520
 ER0520                         *CURRENT SURVEY CONTROL
 ER0520  ___________________________________________________________________
 ER0520* NAD 83(1992)-  34 06 42.88162(N)    109 34 28.02640(W)     ADJUSTED  
 ER0520* NAVD 88     -      3090.0    (meters)   10138.     (feet)  VERTCON   
 ER0520  ___________________________________________________________________
 ER0520  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 ER0520  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0520  HORZ ORDER  -  FIRST
 ER0520
 ER0520.The horizontal coordinates were established by classical geodetic methods
 ER0520.and adjusted by the National Geodetic Survey in August 1993.
 ER0520
 ER0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0520
 ER0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0520
 ER0520.The geoid height was determined by GEOID03.
 ER0520
 ER0520;                    North         East     Units Scale Factor Converg.
 ER0520;SPC AZ E     -   345,224.570   267,994.693   MT  0.99993678   +0 19 55.7
 ER0520;SPC AZ E     - 1,132,626.54    879,247.68   iFT  0.99993678   +0 19 55.7
 ER0520;UTM  12      - 3,775,482.013   631,478.471   MT  0.99981309   +0 47 58.5
 ER0520
 ER0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0520!SPC AZ E     -   0.99951868  x   0.99993678  =   0.99945549
 ER0520!UTM  12      -   0.99951868  x   0.99981309  =   0.99933186
 ER0520
 ER0520:                Primary Azimuth Mark                     Grid Az
 ER0520:SPC AZ E     -  SPRINGERVILLE RED ROOF BR CH             084 46 49.0
 ER0520:UTM  12      -  SPRINGERVILLE RED ROOF BR CH             084 18 46.2
 ER0520
 ER0520|---------------------------------------------------------------------|
 ER0520| PID    Reference Object                     Distance      Geod. Az  |
 ER0520|                                                           dddmmss.s |
 ER0520| ER0481 SPRINGERVILLE RED ROOF BR CH        APPROX.27.1 KM 0850644.7 |
 ER0520| CD2963 GREEN RM                             27.002 METERS 16219     |
 ER0520| ER0521 GREEN ECC                             7.117 METERS 16229     |
 ER0520| CD2968 GREEN RM 1                           31.520 METERS 17244     |
 ER0520| DT0789 MOUNT BALDY SOUTH PEAK              APPROX.23.5 KM 1765902.6 |
 ER0520| ER0518 GREENS PEAK ARIZ ST HWY MAST         71.994 METERS 17837     |
 ER0520| CD2967 GREEN AZ MK                                        1844500.2 |
 ER0520| ER0527 COOLEY WATER TOWER                  APPROX.26.4 KM 2593823.9 |
 ER0520| CD2969 GREEN RM 2                           18.209 METERS 26034     |
 ER0520| ER0524 LAKE MOUNTAIN LOOKOUT TOWER         APPROX.18.7 KM 2855255.7 |
 ER0520|---------------------------------------------------------------------|
 ER0520
 ER0520                          SUPERSEDED SURVEY CONTROL
 ER0520
 ER0520  NAD 83(1986)-  34 06 42.87943(N)    109 34 28.03283(W) AD(       ) 1
 ER0520  NAD 27      -  34 06 42.71625(N)    109 34 25.68912(W) AD(       ) 1
 ER0520  NGVD 29 (07/19/86) 3088.8    (m)        10134.     (f) VERT ANG    3  
 ER0520
 ER0520.Superseded values are not recommended for survey control.
 ER0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0520.See file dsdata.txt to determine how the superseded data were derived.
 ER0520
 ER0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3147875482(NAD 83)
 ER0520
 ER0520  HISTORY     - Date     Condition        Report By
 ER0520  HISTORY     - 1919     MONUMENTED       CGS
 ER0520  HISTORY     - 1936     GOOD             CGS
 ER0520  HISTORY     - 1958     GOOD             CGS
 ER0520
 ER0520                          STATION DESCRIPTION
 ER0520
 ER0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0520'THE STATION IS ABOUT 17 MILES, AIR LINE, W OF SPRINGERVILLE,
 ER0520'IN THE APACHE NATIONAL FOREST, ON TOP OF GREENS PEAK, AND ON THE
 ER0520'HIGHEST GROUND IN THE VICINITY, GREENS PEAK IS THE HIGHEST OF
 ER0520'SEVERAL GRASSY PEAKS IN THE VICINITY.  IN 1920 THE STATION WAS
 ER0520'REPORTED TO BE 8 METERS (26 FEET) NW OF A LOOKOUT TOWER.  IN
 ER0520'1936 THE STATION WAS REPORTED TO BE UNDER THE CENTER OF GREEN
 ER0520'PEAK LOOKOUT TOWER.
 ER0520'
 ER0520'STATION MARK WAS STAMPED 1919 BUT IT WAS NOT OCCUPIED UNTIL 1920.
 ER0520'
 ER0520'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES
 ER0520'IN ROCK.
 ER0520'
 ER0520'REFERENCE MARK IS 27.005 METERS (88.60 FEET) FROM THE STATION
 ER0520'S 17 DEG 01 MIN E.
 ER0520'
 ER0520'A NEW STATION GREEN, ECCENTRIC WAS ESTABLISHED 7.113 METERS (23.34
 ER0520'FEET) FROM THE STATION S 17 DEG 26 MIN E.
 ER0520
 ER0520                          STATION RECOVERY (1958)
 ER0520
 ER0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0520'STATIONS GREEN 1919 AND GREEN 1936 WERE RECOVERED AS DESCRIBED AND
 ER0520'ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER
 ER0520'ONE FOR STATION GREEN 1919.  A THOROUGH SEARCH WAS MADE BUT IT WAS
 ER0520'NOT RECOVERED.
 ER0520'
 ER0520'THE STATION IS LOCATED AIRLINE, ABOUT 17 MILES WEST OF SPRINGERVILLE
 ER0520'AND ABOUT 17 MILES EAST-NORTHEAST OF MC NARY, ON THE HIGHEST
 ER0520'PART OF GREENS PEAK AND UNDER THE CENTER OF GREENS PEAK LOOKOUT
 ER0520'TOWER.
 ER0520'
 ER0520'THE STATION IS A STANDARD DISK STAMPED GREEN 1919 SET IN A
 ER0520'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 ER0520'ABOVE THE GROUND.  IT IS DIRECTLY UNDER AND IN THE MIDDLE OF GREENS
 ER0520'PEAK LOOKOUT TOWER.
 ER0520'
 ER0520'STATION GREEN 1936 IS A STANDARD DISK STAMPED GREEN 1936 SET
 ER0520'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 ER0520'INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 ER0520'STATION GREEN 1919.
 ER0520'
 ER0520'A REFERENCE MARK DISK STAMPED GREEN 1919 IS SET IN A DRILL
 ER0520'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE
 ER0520'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 ER0520'
 ER0520'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GREEN NO 1
 ER0520'1936 SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 ER0520'1 INCH ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE
 ER0520'STATION.  IT IS 30 FEET SOUTH-SOUTHEAST OF THE CENTER OF A ROAD
 ER0520'FORK AND 18 INCHES NORTH OF AN EAST-WEST FENCE LINE.
 ER0520'
 ER0520'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GREEN NO 2
 ER0520'1936 SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ER0520'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 6 FEET LOWER THAN
 ER0520'THE STATION.  IT IS 27 FEET WEST OF THE CENTER OF A ROAD.
 ER0520'
 ER0520'GREENS PEAK LOOKOUT TOWER HAS ABOUT A 14-FOOT SQUARE LOOKOUT
 ER0520'HOUSE, SET ON TOP OF A STEEL TOWER WHICH HAS ABOUT A 22-FOOT
 ER0520'SQUARE BASE AND THE OVERALL HEIGHT IS ABOUT 45 FEET.
 ER0520'
 ER0520'THE ARIZONA STATE HIGHWAY PATROL TOWER IS TRIANGULAR, CONSTRUCTED
 ER0520'OF STEEL AND THE OVERALL HEIGHT IS ABOUT 80 FEET.  THE POINT OF
 ER0520'INTERSECTION WAS THE CENTER.
 ER0520'
 ER0520'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1936 SET IN
 ER0520'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 ER0520'ABOVE THE GROUND.  IT IS 71.5 FEET SOUTH-SOUTHWEST OF THE
 ER0520'SOUTHWEST CORNER OF A METAL BUILDING AND 19 FEET WEST-NORTHWEST
 ER0520'OF A POWER LINE POLE.
 ER0520'
 ER0520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 ER0520'TRACK ROAD FOR ABOUT 0.15 MILE TO A METAL BUILDING ON THE LEFT
 ER0520'AND THE AZIMUTH MARK.
 ER0520'
 ER0520'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY, GO NORTH
 ER0520'FOR 0.05 MILE.  TURN RIGHT ONTO STATE HIGHWAY 73 AND GO EAST FOR
 ER0520'16.4 MILES TO A SIDE ROAD, RIGHT TO BIG LAKE.  CONTINUE EAST ON
 ER0520'THE HIGHWAY FOR 2.8 MILES.  TURN LEFT OFF THE HIGHWAY AS PER
 ER0520'SIGN GREENS PEAK LOOKOUT 5 MI. AND GO NORTH ON THE DIRT SIDE
 ER0520'ROAD FOR 3.9 MILES.  TAKE THE LEFT FORK, STRAIGHT AHEAD,
 ER0520'NORTHERLY FOR 0.7 MILE.  TAKE THE RIGHT FORK AND GO NORTHERLY,
 ER0520'UPHILL FOR 1.3 MILES TO THE HIGHEST PART OF THE PEAK, THE
 ER0520'LOOKOUT TOWER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0524 ***********************************************************************
 GP0524  DESIGNATION -  GREENLAND
 GP0524  PID         -  GP0524
 GP0524  STATE/COUNTY-  AZ/COCONINO
 GP0524  USGS QUAD   -  CAPE ROYAL (1988)
 GP0524
 GP0524                         *CURRENT SURVEY CONTROL
 GP0524  ___________________________________________________________________
 GP0524* NAD 83(1992)-  36 07 16.29447(N)    111 57 48.13425(W)     ADJUSTED  
 GP0524* NAVD 88     -      2396.1    (meters)    7861.     (feet)  VERTCON   
 GP0524  ___________________________________________________________________
 GP0524  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 GP0524  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GP0524  HORZ ORDER  -  THIRD
 GP0524
 GP0524.The horizontal coordinates were established by classical geodetic methods
 GP0524.and adjusted by the National Geodetic Survey in August 1993.
 GP0524
 GP0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0524
 GP0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0524
 GP0524.The geoid height was determined by GEOID03.
 GP0524
 GP0524;                    North         East     Units Scale Factor Converg.
 GP0524;SPC AZ C     -   567,960.136   209,155.872   MT  0.99990022   -0 01 39.1
 GP0524;SPC AZ C     - 1,863,386.27    686,206.93   iFT  0.99990022   -0 01 39.1
 GP0524;UTM  12      - 3,997,820.326   413,305.481   MT  0.99969261   -0 34 04.6
 GP0524
 GP0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0524!SPC AZ C     -   0.99962772  x   0.99990022  =   0.99952797
 GP0524!UTM  12      -   0.99962772  x   0.99969261  =   0.99932044
 GP0524
 GP0524:                Primary Azimuth Mark                     Grid Az
 GP0524:SPC AZ C     -  ROYAL RESET                              108 31 28.2
 GP0524:UTM  12      -  ROYAL RESET                              109 03 53.7
 GP0524
 GP0524|---------------------------------------------------------------------|
 GP0524| PID    Reference Object                     Distance      Geod. Az  |
 GP0524|                                                           dddmmss.s |
 GP0524| GP0595 ROYAL RESET                         APPROX. 1.4 KM 1082949.1 |
 GP0524|---------------------------------------------------------------------|
 GP0524
 GP0524                          SUPERSEDED SURVEY CONTROL
 GP0524
 GP0524  NAD 83(1986)-  36 07 16.29245(N)    111 57 48.13190(W) AD(       ) 3
 GP0524  NGVD 29 (05/08/89) 2395.0    (m)         7858.     (f) VERT ANG    3  
 GP0524
 GP0524.Superseded values are not recommended for survey control.
 GP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0524.See file dsdata.txt to determine how the superseded data were derived.
 GP0524
 GP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1330597820(NAD 83)
 GP0524_MARKER: DS = TRIANGULATION STATION DISK
 GP0524_SETTING: 80 = SET IN A BOULDER
 GP0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0524+STABILITY: SURFACE MOTION
 GP0524
 GP0524  HISTORY     - Date     Condition        Report By
 GP0524  HISTORY     - 1903     MONUMENTED       USGS
 GP0524
 GP0524                          STATION DESCRIPTION
 GP0524
 GP0524'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0524'LOCATED ON POINT AT SOUTHWESTERN EXTREMITY OF GREENLAND HEADLAND,
 GP0524'SECOND POINT W. OF MOUTH OF MAIN DRAINAGE CANYON.
 GP0524'
 GP0524'TO REACH FROM GREENLAND SPRING, TAKE SADDLE HORSES.
 GP0524'
 GP0524'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, SET IN
 GP0524'LIMESTONE ROCK LEVEL WITH GROUND.
 GP0524'
 GP0524'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0518 ***********************************************************************
 ER0518  DESIGNATION -  GREENS PEAK ARIZ ST HWY MAST
 ER0518  PID         -  ER0518
 ER0518  STATE/COUNTY-  AZ/APACHE
 ER0518  USGS QUAD   -  GREENS PEAK (1969)
 ER0518
 ER0518                         *CURRENT SURVEY CONTROL
 ER0518  ___________________________________________________________________
 ER0518* NAD 83(1992)-  34 06 40.54576(N)    109 34 27.95873(W)     ADJUSTED  
 ER0518* NAVD 88     -              **(meters)            **(feet)            
 ER0518  ___________________________________________________________________
 ER0518  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 ER0518  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0518  HORZ ORDER  -  THIRD
 ER0518
 ER0518.The horizontal coordinates were established by classical geodetic methods
 ER0518.and adjusted by the National Geodetic Survey in August 1993.
 ER0518
 ER0518
 ER0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0518
 ER0518.The geoid height was determined by GEOID03.
 ER0518
 ER0518;                    North         East     Units Scale Factor Converg.
 ER0518;SPC AZ E     -   345,152.613   267,996.844   MT  0.99993679   +0 19 55.7
 ER0518;SPC AZ E     - 1,132,390.46    879,254.74   iFT  0.99993679   +0 19 55.7
 ER0518;UTM  12      - 3,775,410.084   631,481.209   MT  0.99981310   +0 47 58.5
 ER0518
 ER0518                          SUPERSEDED SURVEY CONTROL
 ER0518
 ER0518  NAD 83(1986)-  34 06 40.54358(N)    109 34 27.96516(W) AD(       ) 4
 ER0518  NAD 27      -  34 06 40.38100(N)    109 34 25.62100(W) AD(       ) 3
 ER0518
 ER0518.Superseded values are not recommended for survey control.
 ER0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0518.See file dsdata.txt to determine how the superseded data were derived.
 ER0518
 ER0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3148175410(NAD 83)
 ER0518_MARKER: 43 = RADIO/TV TOWER
 ER0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0518+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 ER0518
 ER0518  HISTORY     - Date     Condition        Report By
 ER0518  HISTORY     - 1958     FIRST OBSERVED   AZHD
 ER0518  HISTORY     - 20060716 GOOD             USPSQD
 ER0518
 ER0518                          STATION DESCRIPTION
 ER0518
 ER0518'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1958
 ER0518'THE ARIZONA STATE HIGHWAY PATROL TOWER IS TRIANGULAR, CONSTRUCTED
 ER0518'OF STEEL AND THE OVERALL HEIGHT IS ABOUT 80 FEET.  THE POINT OF
 ER0518'INTERSECTION WAS THE CENTER.
 ER0518
 ER0518                          STATION RECOVERY (2006)
 ER0518
 ER0518'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 ER0518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0764 ***********************************************************************
 DT0764  DESIGNATION -  GREY PK
 DT0764  PID         -  DT0764
 DT0764  STATE/COUNTY-  AZ/GREENLEE
 DT0764  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0764
 DT0764                         *CURRENT SURVEY CONTROL
 DT0764  ___________________________________________________________________
 DT0764* NAD 83(1992)-  33 13 46.92581(N)    109 24 27.92724(W)     ADJUSTED  
 DT0764* NAVD 88     -      2346.4    (meters)    7698.     (feet)  VERTCON   
 DT0764  ___________________________________________________________________
 DT0764  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 DT0764  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 DT0764  HORZ ORDER  -  SECOND
 DT0764
 DT0764.The horizontal coordinates were established by classical geodetic methods
 DT0764.and adjusted by the National Geodetic Survey in August 1993.
 DT0764
 DT0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0764
 DT0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0764
 DT0764.The geoid height was determined by GEOID03.
 DT0764
 DT0764;                    North         East     Units Scale Factor Converg.
 DT0764;SPC AZ E     -   247,481.109   284,091.908   MT  0.99996166   +0 24 57.2
 DT0764;SPC AZ E     -   811,945.90    932,060.07   iFT  0.99996166   +0 24 57.2
 DT0764;UTM  12      - 3,677,882.016   648,361.726   MT  0.99987139   +0 52 21.7
 DT0764
 DT0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0764!SPC AZ E     -   0.99963564  x   0.99996166  =   0.99959732
 DT0764!UTM  12      -   0.99963564  x   0.99987139  =   0.99950708
 DT0764
 DT0764:                Primary Azimuth Mark                     Grid Az
 DT0764:SPC AZ E     -  ROSE                                     008 00 20.0
 DT0764:UTM  12      -  ROSE                                     007 32 55.5
 DT0764
 DT0764|---------------------------------------------------------------------|
 DT0764| PID    Reference Object                     Distance      Geod. Az  |
 DT0764|                                                           dddmmss.s |
 DT0764| DT0766 ROSE                                APPROX.23.4 KM 0082517.2 |
 DT0764| CD2971 GREY PK RM 2                          9.304 METERS 07201     |
 DT0764| CD2970 GREY PK RM 1                          6.190 METERS 28736     |
 DT0764|---------------------------------------------------------------------|
 DT0764
 DT0764                          SUPERSEDED SURVEY CONTROL
 DT0764
 DT0764  NAD 83(1986)-  33 13 46.92217(N)    109 24 27.92678(W) AD(       ) 2
 DT0764  NAD 27      -  33 13 46.70723(N)    109 24 25.65102(W) AD(       ) 2
 DT0764  NGVD 29 (07/19/86) 2345.5    (m)         7695.     (f) VERT ANG    3  
 DT0764
 DT0764.Superseded values are not recommended for survey control.
 DT0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0764.See file dsdata.txt to determine how the superseded data were derived.
 DT0764
 DT0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4836277882(NAD 83)
 DT0764_MARKER: DD = SURVEY DISK
 DT0764_SETTING: 66 = SET IN ROCK OUTCROP
 DT0764_SP_SET: SET IN ROCK OUTCROP
 DT0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0764+STABILITY: POSITION/ELEVATION WELL
 DT0764
 DT0764  HISTORY     - Date     Condition        Report By
 DT0764  HISTORY     - 1977     MONUMENTED       USGS
 DT0764
 DT0764                          STATION DESCRIPTION
 DT0764
 DT0764'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (TT)
 DT0764'THE STATION IS ABOUT 13.5 MILES NORTH-NORTHWEST OF CLIFTON ON
 DT0764'A HIGH POINT OF GROUND KNOWN AS GRAY PEAK.
 DT0764'
 DT0764'THE STATION IS A STANDARD U.S.G.S. TABLET STAMPED GREY PEAK
 DT0764'1961 AND IS CEMENTED IN ROCK OUTCROP.
 DT0764'
 DT0764'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. REFERENCE MARK
 DT0764'TABLET STAMPED NO. 2 1961 AND IS CEMENTED IN A HIGH ROCK OUTCROP.
 DT0764'
 DT0764'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. REFERENCE MARK
 DT0764'STAMPED NO. 1 1961 CEMENTED IN ROCK OUTCROP ABOUT 4 FEET LOWER
 DT0764'THAN STATION.
 DT0764'
 DT0764'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, TRAVEL NORTH
 DT0764'ON TEMPORARY U.S. 666 THROUGH MORENCI AND TOWARDS SPRINGERVILLE
 DT0764'PASSING THROUGH A CANYON AND WINDING CURVES TO MILE POST 183.75
 DT0764'AND A DIRT ROAD ON THE LEFT LEADING TO TULE RANCH, TURN LEFT
 DT0764'(WEST) ON RANCH ROAD AND GO 0.20 MILE TO A SMALL CORRAL ON THE
 DT0764'RIGHT AND THE END OF TRUCK TRAVEL.  PARK ACROSS FROM CORRAL AND
 DT0764'FOLLOW NORTH-SOUTH PROPERTY FENCE UP A LONG RIDGE, NEAR TOP OF
 DT0764'RIDGE IS A LARGE OUTCROP OF GRANITE, GO TO LEFT AND PARTIALLY
 DT0764'AROUND OUTCROP TO AN OPENING IN OUTCROP, CLIMB UP OPENING
 DT0764'THEN PICK YOUR WAY NORTHWEST TO THE NEXT RIDGE AND THE TOP
 DT0764'WHERE STATION IS LOCATED.  ABOUT A 50 MINUTE PACK AND NOT
 DT0764'RECOMMENDED AFTER DARK.
 DT0764'
 DT0764'*NOTE--
 DT0764'
 DT0764'THERE IS A DEPT. OF AGRICULTURE BM TABLET STAMPED GREY 1954
 DT0764'CEMENTED IN A ROCK 4.10 FEET SOUTH OF STATION.
 DT0764'
 DT0764'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0525 ***********************************************************************
 FS0525  DESIGNATION -  GRIFFITH
 FS0525  PID         -  FS0525
 FS0525  STATE/COUNTY-  AZ/MOHAVE
 FS0525  USGS QUAD   -  KINGMAN SE (1980)
 FS0525
 FS0525                         *CURRENT SURVEY CONTROL
 FS0525  ___________________________________________________________________
 FS0525* NAD 83(1992)-  35 03 25.04114(N)    114 07 08.29781(W)     ADJUSTED  
 FS0525* NAVD 88     -       791.104  (meters)    2595.48   (feet)  POSTED    
 FS0525  ___________________________________________________________________
 FS0525  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 FS0525  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FS0525  DYNAMIC HT  -         790.200 (meters)    2592.51  (feet)  COMP
 FS0525  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 FS0525
 FS0525  HORZ ORDER  -  SECOND
 FS0525  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0525
 FS0525.The horizontal coordinates were established by classical geodetic methods
 FS0525.and adjusted by the National Geodetic Survey in August 1993.
 FS0525
 FS0525.The orthometric height was determined by differential leveling
 FS0525.and adjusted by the  in 1992.
 FS0525.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0525.rate of 0.0 thru 1.0 mm/km.
 FS0525
 FS0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0525
 FS0525.The geoid height was determined by GEOID03.
 FS0525
 FS0525.The dynamic height is computed by dividing the NAVD 88
 FS0525.geopotential number by the normal gravity value computed on the
 FS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0525.degrees latitude (g = 980.6199 gals.).
 FS0525
 FS0525.The modeled gravity was interpolated from observed gravity values.
 FS0525
 FS0525;                    North         East     Units Scale Factor Converg.
 FS0525;SPC AZ W     -   449,969.578   179,702.777   MT  0.99994729   -0 12 43.0
 FS0525;SPC AZ W     - 1,476,278.14    589,576.04   iFT  0.99994729   -0 12 43.0
 FS0525;UTM  11      - 3,883,155.650   762,754.279   MT  1.00045097   +1 39 20.8
 FS0525
 FS0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0525!SPC AZ W     -   0.99988041  x   0.99994729  =   0.99982770
 FS0525!UTM  11      -   0.99988041  x   1.00045097  =   1.00033132
 FS0525
 FS0525|---------------------------------------------------------------------|
 FS0525| PID    Reference Object                     Distance      Geod. Az  |
 FS0525|                                                           dddmmss.s |
 FS0525| FS0524 GRIFFITH RM 1                        21.378 METERS 10957     |
 FS0525| FS0526 GRIFFITH RM 2                        25.676 METERS 17324     |
 FS0525| FS0523 GRIFFITH AZ MK                                     2712645.8 |
 FS0525|---------------------------------------------------------------------|
 FS0525
 FS0525                          SUPERSEDED SURVEY CONTROL
 FS0525
 FS0525  NAD 83(1986)-  35 03 25.04213(N)    114 07 08.29871(W) AD(       ) 2
 FS0525  NAD 27      -  35 03 25.02400(N)    114 07 05.46120(W) AD(       ) 2
 FS0525  NGVD 29 (??/??/92)  790.347  (m)         2593.00   (f) ADJ UNCH    2 0
 FS0525
 FS0525.Superseded values are not recommended for survey control.
 FS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0525.See file dsdata.txt to determine how the superseded data were derived.
 FS0525
 FS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6275483156(NAD 83)
 FS0525_MARKER: DE = TRAVERSE STATION DISK
 FS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0525_STAMPING: GRIFFITH 1961
 FS0525_MARK LOGO: CGS   
 FS0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0525+STABILITY: SURFACE MOTION
 FS0525
 FS0525  HISTORY     - Date     Condition        Report By
 FS0525  HISTORY     - 1961     MONUMENTED       CGS
 FS0525  HISTORY     - 1961     GOOD             CGS
 FS0525  HISTORY     - 1981     GOOD             NGS
 FS0525  HISTORY     - 19981008 GOOD             AZDT
 FS0525
 FS0525                          STATION DESCRIPTION
 FS0525
 FS0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS0525'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF YUCCA, ABOUT
 FS0525'11 MILES SOUTH OF KINGMAN, ABOUT 0.5 MILE EAST OF U.S. HIGHWAY
 FS0525'66 AND ABOUT 150 FEET WEST OF THE RAILROAD TRACKS.
 FS0525'
 FS0525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FS0525'93 IN THE SOUTHWEST PART OF KINGMAN, GO SOUTH ON U.S. HIGHWAY 66
 FS0525'FOR 10.3 MILES TO A SIDE ROAD LEFT AND A SIGN GRIFFITH, (0.1
 FS0525'MILE NORTH OF MILE POST 39) TURN LEFT, GO EASTERLY ON A DIRT
 FS0525'GRADED ROAD FOR 0.4 MILE TO T ROAD JUST WEST OF RAILROAD TRACKS,
 FS0525'TURN RIGHT, GO SOUTH ON TRACK ROAD ALONG WEST SIDE OF RAILROAD
 FS0525'TRACKS AND FENCE FOR 0.65 MILE TO A FENCE CORNER, TURN LEFT,
 FS0525'GO EAST FOR 0.05 MILE TO FENCE CORNER AND THE STATION ON LEFT.
 FS0525'
 FS0525'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 FS0525'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 FS0525'GRIFFITH 1961.  THE MARK IS 122 FEET WEST OF THE WEST RAIL
 FS0525'OF RAILROAD TRACKS, 27.8 FEET WEST OF FENCE CORNER, 7.6 FEET
 FS0525'SOUTHEAST OF WITNESS POST AND 5.5 FEET SOUTH OF FENCE.
 FS0525'
 FS0525'R.M. NO. 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 FS0525'TOP OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES AND IS
 FS0525'STAMPED GRIFFITH NO 1 1961.  THE MARK IS 56.8 FEET WEST OF THE
 FS0525'WEST RAIL OF RAILROAD TRACKS, 50 FEET WEST-NORTHWEST OF THE
 FS0525'BASE OF A RAILROAD SIGNAL NO. 5271 AND 45 FEET EAST-SOUTHEAST
 FS0525'OF FENCE CORNER AND HIGHWAY RIGHT-OF-WAY POST.
 FS0525'
 FS0525'R.M. NO. 2, A STANDARD REFERENCE DISK SET IN DRILL HOLE IN TOP
 FS0525'OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES AND IS
 FS0525'STAMPED GRIFFITH NO 2 1961.  THE MARK IS 101 FEET WEST OF THE
 FS0525'WEST RAIL OF RAILROAD TRACKS, 90.8 FEET SOUTH-SOUTHEAST OF
 FS0525'WITNESS POST, 87 FEET SOUTH-SOUTHWEST OF FENCE CORNER AND 36.5
 FS0525'FEET WEST OF FENCE.
 FS0525'
 FS0525'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 FS0525'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 FS0525'STAMPED GRIFFITH 1961.  THE MARK IS 198 FEET EAST OF CENTER OF
 FS0525'U.S. HIGHWAY 66, 10 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY POST,
 FS0525'6.6 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 FS0525'
 FS0525'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05
 FS0525'MILE, TURN RIGHT, GO NORTH ALONG WEST SIDE OF FENCE FOR 0.65
 FS0525'MILE TO SIDE ROAD LEFT, TURN LEFT, GO WEST FOR 0.4 MILE TO
 FS0525'U.S. HIGHWAY 66, TURN LEFT, GO SOUTH ON U.S. HIGHWAY 66 FOR
 FS0525'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF ROAD AS
 FS0525'DESCRIBED.
 FS0525
 FS0525                          STATION RECOVERY (1961)
 FS0525
 FS0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FS0525'11.8 MI SSW FROM KINGMAN.
 FS0525'ABOUT 10.7 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0525'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0525'TO GRIFFITH ROAD, THENCE 0.45 MILES EAST ALONG GRIFFITH ROAD,
 FS0525'THENCE 0.7 MILES SOUTH ALONG A BLADED SAND ROAD, NEAR SIGNAL
 FS0525'5271 AND FENCE CORNER, 125 FEET WEST OF THE WEST RAIL OF THE
 FS0525'WEST TRACK, 120 FEET WEST-NORTHWEST OF SIGNAL 5271, 6 FEET SOUTH
 FS0525'OF THE FENCE, 28 FEET WEST OF THE FENCE CORNER AND R.O.W MARKER,
 FS0525'7.5 FEET SOUTHEAST OF METAL WITNESSS POST AND SET IN THE TOP OF A
 FS0525'CONCRETE POST PROJECTING 3 INCHES.
 FS0525
 FS0525                          STATION RECOVERY (1981)
 FS0525
 FS0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0525'RECOVERED IN GOOD CONDITION.
 FS0525
 FS0525                          STATION RECOVERY (1998)
 FS0525
 FS0525'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998
 FS0525'GRIFFITH 1961 - AS DESCRIBED AS GOOD.  GRIFFITH RM 1 IS DESTROYED.
 FS0525'FROM GRIFFITH ROAD AND I-40 GO EAST 0.5 MI (0.8 KM) THEN NORTH ON DIRT
 FS0525'ROAD WEST OF RR R/W FENCE 1.7 MI (2.7 KM) STATION IS EAST 400 FT
 FS0525'(121.9 M) +- ON OLD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0523 ***********************************************************************
 FS0523  DESIGNATION -  GRIFFITH AZ MK
 FS0523  PID         -  FS0523
 FS0523  STATE/COUNTY-  AZ/MOHAVE
 FS0523  USGS QUAD   -  KINGMAN SE (1980)
 FS0523
 FS0523                         *CURRENT SURVEY CONTROL
 FS0523  ___________________________________________________________________
 FS0523* NAD 83(1986)-  35 03 25.     (N)    114 07 34.     (W)     SCALED    
 FS0523* NAVD 88     -       778.326  (meters)    2553.56   (feet)  POSTED    
 FS0523  ___________________________________________________________________
 FS0523  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FS0523  DYNAMIC HT  -         777.430 (meters)    2550.62  (feet)  COMP
 FS0523  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 FS0523
 FS0523  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0523
 FS0523.The horizontal coordinates were scaled from a topographic map and have
 FS0523.an estimated accuracy of +/- 6 seconds.
 FS0523
 FS0523.The orthometric height was determined by differential leveling
 FS0523.and adjusted by the  in 1992.
 FS0523.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0523.rate of 0.0 thru 1.0 mm/km.
 FS0523
 FS0523.The geoid height was determined by GEOID03.
 FS0523
 FS0523.The dynamic height is computed by dividing the NAVD 88
 FS0523.geopotential number by the normal gravity value computed on the
 FS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0523.degrees latitude (g = 980.6199 gals.).
 FS0523
 FS0523.The modeled gravity was interpolated from observed gravity values.
 FS0523
 FS0523;                    North         East    Units  Estimated Accuracy
 FS0523;SPC AZ W     -   449,970.      179,050.      MT  (+/- 180 meters Scaled)
 FS0523
 FS0523                          SUPERSEDED SURVEY CONTROL
 FS0523
 FS0523  NGVD 29 (??/??/92)  777.570  (m)         2551.08   (f) ADJ UNCH    2 0
 FS0523
 FS0523.Superseded values are not recommended for survey control.
 FS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0523.See file dsdata.txt to determine how the superseded data were derived.
 FS0523
 FS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU621831(NAD 83)
 FS0523_MARKER: DZ = AZIMUTH MARK DISK
 FS0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0523_STAMPING: GRIFFITH 1961
 FS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0523+STABILITY: SURFACE MOTION
 FS0523
 FS0523  HISTORY     - Date     Condition        Report By
 FS0523  HISTORY     - 1961     MONUMENTED       CGS
 FS0523
 FS0523                          STATION DESCRIPTION
 FS0523
 FS0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0523'11 MI SSW FROM KINGMAN.
 FS0523'ABOUT 11.05 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0523'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0523'200 FOOT EAST OF THE CENTER OF U.S. HIGHWAY 66, 1 FOOT WEST OF A
 FS0523'FENCE, 122 FEET NORTH OF A POLE, 10.5 FEET NORTH OF A R.O.W.
 FS0523'MARKER, 6.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 FS0523'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0523'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0526 ***********************************************************************
 FS0526  DESIGNATION -  GRIFFITH RM 2
 FS0526  PID         -  FS0526
 FS0526  STATE/COUNTY-  AZ/MOHAVE
 FS0526  USGS QUAD   -  KINGMAN SE (1980)
 FS0526
 FS0526                         *CURRENT SURVEY CONTROL
 FS0526  ___________________________________________________________________
 FS0526* NAD 83(1986)-  35 03 26.     (N)    114 07 09.     (W)     SCALED    
 FS0526* NAVD 88     -       790.538  (meters)    2593.62   (feet)  POSTED    
 FS0526  ___________________________________________________________________
 FS0526  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FS0526  DYNAMIC HT  -         789.630 (meters)    2590.64  (feet)  COMP
 FS0526  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 FS0526
 FS0526  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0526
 FS0526.The horizontal coordinates were scaled from a topographic map and have
 FS0526.an estimated accuracy of +/- 6 seconds.
 FS0526
 FS0526.The orthometric height was determined by differential leveling
 FS0526.and adjusted by the  in 1992.
 FS0526.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0526.rate of 0.0 thru 1.0 mm/km.
 FS0526
 FS0526.The geoid height was determined by GEOID03.
 FS0526
 FS0526.The dynamic height is computed by dividing the NAVD 88
 FS0526.geopotential number by the normal gravity value computed on the
 FS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0526.degrees latitude (g = 980.6199 gals.).
 FS0526
 FS0526.The modeled gravity was interpolated from observed gravity values.
 FS0526
 FS0526;                    North         East    Units  Estimated Accuracy
 FS0526;SPC AZ W     -   450,000.      179,690.      MT  (+/- 180 meters Scaled)
 FS0526
 FS0526                          SUPERSEDED SURVEY CONTROL
 FS0526
 FS0526  NGVD 29 (??/??/92)  789.781  (m)         2591.14   (f) ADJ UNCH    2 0
 FS0526
 FS0526.Superseded values are not recommended for survey control.
 FS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0526.See file dsdata.txt to determine how the superseded data were derived.
 FS0526
 FS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU627831(NAD 83)
 FS0526_MARKER: DR = REFERENCE MARK DISK
 FS0526_SETTING: 80 = SET IN A BOULDER
 FS0526_SP_SET: BOULDER
 FS0526_STAMPING: GRIFFITH NO 2 1961
 FS0526_MARK LOGO: CGS   
 FS0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0526+STABILITY: SURFACE MOTION
 FS0526
 FS0526  HISTORY     - Date     Condition        Report By
 FS0526  HISTORY     - 1961     MONUMENTED       CGS
 FS0526  HISTORY     - 1981     GOOD             NGS
 FS0526
 FS0526                          STATION DESCRIPTION
 FS0526
 FS0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0526'11.8 MI SSW FROM KINGMAN.
 FS0526'ABOUT 10.7 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0526'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0526'TO GRIFFITH ROAD, THENCE 0.45 MILES EAST ALONG GRIFFITH ROAD,
 FS0526'THENCE 0.7 MILES SOUTH ALONG A BLADED SAND ROAD, NEAR SIGNAL
 FS0526'5271 AND A FENCE CORNER, SET IN THE TOP OF A 1 FOOT BY 1 1/2
 FS0526'FOOT BOULDER FLUSH WITH THE GROUND, 104 FEET WEST OF THE WEST
 FS0526'RAIL OF THE WEST TRACK, 106 FEET WEST-SOUTH WEST OF SIGNAL 5271,
 FS0526'36.5 FEET WEST OF THE FENCE, 84.3 FEET SOUTH-SOUTHEAST OF
 FS0526'TRAVERSE STATION GRIFFITH AND 91.3 FEET SOUTH-SOUTHEAST OF A
 FS0526'METAL WITNESS POST.
 FS0526
 FS0526                          STATION RECOVERY (1981)
 FS0526
 FS0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0913 ***********************************************************************
 DU0913  DESIGNATION -  GRIND
 DU0913  PID         -  DU0913
 DU0913  STATE/COUNTY-  AZ/MARICOPA
 DU0913  USGS QUAD   -  TEMPE (1982)
 DU0913
 DU0913                         *CURRENT SURVEY CONTROL
 DU0913  ___________________________________________________________________
 DU0913* NAD 83(1992)-  33 27 41.51493(N)    111 52 59.45467(W)     ADJUSTED  
 DU0913* NAVD 88     -       368.80   (+/-2cm)    1210.0    (feet)  VERTCON   
 DU0913  ___________________________________________________________________
 DU0913  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DU0913  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0913  HORZ ORDER  -  SECOND
 DU0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0913
 DU0913.The horizontal coordinates were established by classical geodetic methods
 DU0913.and adjusted by the National Geodetic Survey in August 1993.
 DU0913
 DU0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0913.The vertical order pertains to the NGVD 29 superseded value.
 DU0913
 DU0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0913
 DU0913.The geoid height was determined by GEOID03.
 DU0913
 DU0913;                    North         East     Units Scale Factor Converg.
 DU0913;SPC AZ C     -   272,934.772   216,472.558   MT  0.99990012   +0 01 06.5
 DU0913;SPC AZ C     -   895,455.29    710,211.80   iFT  0.99990012   +0 01 06.5
 DU0913;UTM  12      - 3,702,803.105   417,927.772   MT  0.99968304   -0 29 13.2
 DU0913
 DU0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0913!SPC AZ C     -   0.99994677  x   0.99990012  =   0.99984689
 DU0913!UTM  12      -   0.99994677  x   0.99968304  =   0.99962982
 DU0913
 DU0913|---------------------------------------------------------------------|
 DU0913| PID    Reference Object                     Distance      Geod. Az  |
 DU0913|                                                           dddmmss.s |
 DU0913| DU0914 GRIND RM 1                            9.575 METERS 00115     |
 DU0913| DU2149 MESA MUNICIPAL TANK 2               APPROX. 6.6 KM 1322712.7 |
 DU0913| DU2150 MESA MUNICIPAL TANK 1               APPROX. 6.6 KM 1324822.4 |
 DU0913| DU2152 MESA MUNICIPAL TANK 3               APPROX. 8.8 KM 1333214.8 |
 DU0913| DU0912 GRIND RM 2                            9.898 METERS 17832     |
 DU0913| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 1.9 KM 2751512.2 |
 DU0913| DU0915 GRIND AZ MK                                        3583107.7 |
 DU0913|---------------------------------------------------------------------|
 DU0913
 DU0913                          SUPERSEDED SURVEY CONTROL
 DU0913
 DU0913  NAD 83(1986)-  33 27 41.50932(N)    111 52 59.45868(W) AD(       ) 2
 DU0913  NAD 27      -  33 27 41.34870(N)    111 52 56.93600(W) AD(       ) 2
 DU0913  NGVD 29 (??/??/92)  368.212  (m)         1208.04   (f) ADJ UNCH    2 0
 DU0913
 DU0913.Superseded values are not recommended for survey control.
 DU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0913.See file dsdata.txt to determine how the superseded data were derived.
 DU0913
 DU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1792802803(NAD 83)
 DU0913_MARKER: DE = TRAVERSE STATION DISK
 DU0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0913_STAMPING: GRIND 1963
 DU0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0913+STABILITY: SURFACE MOTION
 DU0913
 DU0913  HISTORY     - Date     Condition        Report By
 DU0913  HISTORY     - 1963     MONUMENTED       CGS
 DU0913  HISTORY     - 1963     GOOD             CGS
 DU0913  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0913  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0913  HISTORY     - 20080419 MARK NOT FOUND   GEOCAC
 DU0913
 DU0913                          STATION DESCRIPTION
 DU0913
 DU0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0913'THE STATION IS LOCATED ALONG THE EAST SIDE OF A GRAVELED ROAD,
 DU0913'0.3 MILE SOUTH OF EAST MC DOWELL ROAD, 3-1/2 MILES SOUTHEAST
 DU0913'OF SCOTTSDALE, 4.0 MILES NORTHWEST OF MESA AND ON THE ROAD
 DU0913'RIGHT-OF-WAY.
 DU0913'
 DU0913'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE
 DU0913'ROAD AND EAST MC DOWELL ROAD, GO EAST ON EAST MC DOWELL ROAD
 DU0913'FOR 2.0 MILES TO A CROSSROADS--(PIMA ROAD), CONTINUE EAST ON
 DU0913'MC DOWELL ROAD FOR 0.5 MILE TO A GRAVELED SIDE ROAD RIGHT
 DU0913'AND THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE
 DU0913'INTERSECTION, TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR
 DU0913'0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DU0913'
 DU0913'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED GRIND
 DU0913'1963, SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 DU0913'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.6 FEET WEST OF A
 DU0913'STANDARD METAL WITNESS POST AND MARKER, 28.5 FEET EAST OF THE
 DU0913'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 46.0 FEET
 DU0913'EAST-NORTHEAST OF A POWERLINE POLE.
 DU0913'
 DU0913'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRIND NO 1 1963,
 DU0913'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 DU0913'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF A NORTH
 DU0913'AND SOUTH FENCE LINE, 27.0 FEET EAST OF THE APPROXIMATE CENTER
 DU0913'OF THE GRAVELED ROAD, 31.9 FEET NORTH OF THE WITNESS POST AND
 DU0913'63.5 FEET NORTHEAST OF THE POWERLINE POLE.
 DU0913'
 DU0913'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRIND NO 2 1963,
 DU0913'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DU0913'THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF THE NORTH AND SOUTH
 DU0913'FENCE LINE, 27.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 DU0913'GRAVELED ROAD, 32.1 FEET SOUTH OF THE WITNESS POST AND 48.0
 DU0913'FEET SOUTHEAST OF THE POWERLINE POLE.
 DU0913'
 DU0913'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRIND 1963,
 DU0913'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 DU0913'IRRIGATION CANAL CONTROL GATE.  IT IS 8.0 FEET SOUTHEAST OF A
 DU0913'POWERLINE POLE, 49.5 FEET SOUTH OF THE CENTER LINE OF EAST
 DU0913'MC DOWELL ROAD AND 25.5 FEET WEST OF THE APPROXIMATE CENTER OF
 DU0913'THE GRAVELED ROAD.
 DU0913'
 DU0913'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0913
 DU0913                          STATION RECOVERY (1963)
 DU0913
 DU0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0913'2.8 MI SE FROM SCOTTSDALE.
 DU0913'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0913'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.3 MILE SOUTH
 DU0913'ALONG A DIRT ROAD, 24 FEET EAST OF THE CENTER OF THE ROAD, 2.8 FEET
 DU0913'WEST OF A FENCE, 46 FEET EAST-NORTHEAST OF A POWER POLE, 2.6 FEET WEST
 DU0913'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF
 DU0913'A CONCRETE POST PROJECTING 1 INCH.  NOTE-- RM 1 IS 26 FEET EAST OF THE
 DU0913'CENTER OF THE ROAD, 31.4 FEET NORTH OF TRAVERSE STATION GRIND, 2 FEET
 DU0913'WEST OF A FENCE, 31.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DU0913'WITH THE ROAD, AND IS A C AND GS REFERENCE MARK DISK STAMPED GRIND NO
 DU0913'1 1963, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES. RM 2 IS
 DU0913'32.5 FEET SOUTH OF TRAVERSE STATION GRIND, 26 FEET EAST OF THE CENTER
 DU0913'OF THE ROAD, 48 FEET EAST-SOUTHEAST OF A POWER POLE, 2 FEET WEST OF A
 DU0913'FENCE, 32.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DU0913'ROAD, AND IS A C AND GS REFERENCE MARK DISK STAMPED GRIND NO 2 1963,
 DU0913'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0913
 DU0913                          STATION RECOVERY (1970)
 DU0913
 DU0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0913'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT
 DU0913'RECOVERED AND APPEAR TO HAVE BEEN DESTROYED DURING THE
 DU0913'CONSTRUCTION OF A TRAILOR PARK.  THE AZIMUTH MARK WAS RECOVERED
 DU0913'AS DESCRIBED.
 DU0913'
 DU0913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 DU0913'SOUTHEAST OF SCOTTSDALE.
 DU0913
 DU0913                          STATION RECOVERY (1970)
 DU0913
 DU0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0913'MARK NOT FOUND.
 DU0913
 DU0913                          STATION RECOVERY (2008)
 DU0913
 DU0913'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0913'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0913'MARK. THE ROAD HAS BEEN PAVED AND WIDENED, AND A TRAILER PARK HAS BEEN
 DU0913'BUILT ADJACENT TO THE ROAD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0915 ***********************************************************************
 DU0915  DESIGNATION -  GRIND AZ MK
 DU0915  PID         -  DU0915
 DU0915  STATE/COUNTY-  AZ/MARICOPA
 DU0915  USGS QUAD   -  TEMPE (1982)
 DU0915
 DU0915                         *CURRENT SURVEY CONTROL
 DU0915  ___________________________________________________________________
 DU0915* NAD 83(1986)-  33 27 54.     (N)    111 52 59.     (W)     SCALED    
 DU0915* NAVD 88     -       371.80   (+/-2cm)    1219.8    (feet)  VERTCON   
 DU0915  ___________________________________________________________________
 DU0915  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0915
 DU0915.The horizontal coordinates were scaled from a topographic map and have
 DU0915.an estimated accuracy of +/- 6 seconds.
 DU0915
 DU0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0915.The vertical order pertains to the NGVD 29 superseded value.
 DU0915
 DU0915.The geoid height was determined by GEOID03.
 DU0915
 DU0915;                    North         East    Units  Estimated Accuracy
 DU0915;SPC AZ C     -   273,320.      216,480.      MT  (+/- 180 meters Scaled)
 DU0915
 DU0915                          SUPERSEDED SURVEY CONTROL
 DU0915
 DU0915  NGVD 29 (??/??/92)  371.212  (m)         1217.88   (f) ADJ UNCH    2 0
 DU0915
 DU0915.Superseded values are not recommended for survey control.
 DU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0915.See file dsdata.txt to determine how the superseded data were derived.
 DU0915
 DU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC179031(NAD 83)
 DU0915_MARKER: DZ = AZIMUTH MARK DISK
 DU0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0915_SP_SET: CONTROL BOX
 DU0915_STAMPING: GRIND 1963
 DU0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0915
 DU0915  HISTORY     - Date     Condition        Report By
 DU0915  HISTORY     - 1963     MONUMENTED       CGS
 DU0915  HISTORY     - 1970     GOOD             NGS
 DU0915  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0915
 DU0915                          STATION DESCRIPTION
 DU0915
 DU0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0915'2.5 MI E FROM SCOTTSDALE.
 DU0915'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0915'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF A
 DU0915'DIRT ROAD, SET IN TOP OF THE NORTHWEST CORNER OF A CONCRETE IRRIGATION
 DU0915'CONTROL BOX, 45 FEET SOUTH OF THE CENTER OF EAST MCDOWELL ROAD, 24
 DU0915'FEET WEST OF THE CENTER OF THE DIRT ROAD, 15 FEET NORTH OF THE CENTER
 DU0915'OF A DRIVE TO A FARM HOUSE, 8 FEET SOUTHEAST OF A POWER POLE, ABOUT 2
 DU0915'FEET ABOVE THE LEVEL OF THE ROAD.
 DU0915
 DU0915                          STATION RECOVERY (1970)
 DU0915
 DU0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0915'RECOVERED IN GOOD CONDITION.
 DU0915
 DU0915                          STATION RECOVERY (2006)
 DU0915
 DU0915'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0915'THE IRRIGATION CONTROL BOX HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0914 ***********************************************************************
 DU0914  DESIGNATION -  GRIND RM 1
 DU0914  PID         -  DU0914
 DU0914  STATE/COUNTY-  AZ/MARICOPA
 DU0914  USGS QUAD   -  TEMPE (1982)
 DU0914
 DU0914                         *CURRENT SURVEY CONTROL
 DU0914  ___________________________________________________________________
 DU0914* NAD 83(1986)-  33 27 41.     (N)    111 52 59.     (W)     SCALED    
 DU0914* NAVD 88     -       368.90   (+/-2cm)    1210.3    (feet)  VERTCON   
 DU0914  ___________________________________________________________________
 DU0914  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0914
 DU0914.The horizontal coordinates were scaled from a topographic map and have
 DU0914.an estimated accuracy of +/- 6 seconds.
 DU0914
 DU0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0914.The vertical order pertains to the NGVD 29 superseded value.
 DU0914
 DU0914.The geoid height was determined by GEOID03.
 DU0914
 DU0914;                    North         East    Units  Estimated Accuracy
 DU0914;SPC AZ C     -   272,920.      216,480.      MT  (+/- 180 meters Scaled)
 DU0914
 DU0914                          SUPERSEDED SURVEY CONTROL
 DU0914
 DU0914  NGVD 29 (??/??/92)  368.318  (m)         1208.39   (f) ADJ UNCH    2 0
 DU0914
 DU0914.Superseded values are not recommended for survey control.
 DU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0914.See file dsdata.txt to determine how the superseded data were derived.
 DU0914
 DU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC179027(NAD 83)
 DU0914_MARKER: DR = REFERENCE MARK DISK
 DU0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0914_STAMPING: GRIND NO 1 1963
 DU0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0914+STABILITY: SURFACE MOTION
 DU0914
 DU0914  HISTORY     - Date     Condition        Report By
 DU0914  HISTORY     - 1963     MONUMENTED       CGS
 DU0914  HISTORY     - 1970     GOOD             NGS
 DU0914  HISTORY     - 20080419 MARK NOT FOUND   GEOCAC
 DU0914
 DU0914                          STATION DESCRIPTION
 DU0914
 DU0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0914'2.8 MI SE FROM SCOTTSDALE.
 DU0914'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0914'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.3 MILE SOUTH
 DU0914'ALONG A DIRT ROAD, 26 FEET EAST OF THE CENTER OF THE ROAD, 31.4 FEET
 DU0914'NORTH OF TRAVERSE STATION GRIND, 2 FEET WEST OF A FENCE, 31.9 FEET
 DU0914'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DU0914'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0914
 DU0914                          STATION RECOVERY (1970)
 DU0914
 DU0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0914'RECOVERED IN GOOD CONDITION.
 DU0914
 DU0914                          STATION RECOVERY (2008)
 DU0914
 DU0914'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0914'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0914'MARK. THE ROAD HAS BEEN PAVED AND WIDENED, AND A TRAILER PARK HAS BEEN
 DU0914'BUILT ADJACENT TO THE ROAD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0912 ***********************************************************************
 DU0912  DESIGNATION -  GRIND RM 2
 DU0912  PID         -  DU0912
 DU0912  STATE/COUNTY-  AZ/MARICOPA
 DU0912  USGS QUAD   -  TEMPE (1982)
 DU0912
 DU0912                         *CURRENT SURVEY CONTROL
 DU0912  ___________________________________________________________________
 DU0912* NAD 83(1986)-  33 27 41.     (N)    111 52 59.     (W)     SCALED    
 DU0912* NAVD 88     -       368.70   (+/-2cm)    1209.6    (feet)  VERTCON   
 DU0912  ___________________________________________________________________
 DU0912  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0912
 DU0912.The horizontal coordinates were scaled from a topographic map and have
 DU0912.an estimated accuracy of +/- 6 seconds.
 DU0912
 DU0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0912.The vertical order pertains to the NGVD 29 superseded value.
 DU0912
 DU0912.The geoid height was determined by GEOID03.
 DU0912
 DU0912;                    North         East    Units  Estimated Accuracy
 DU0912;SPC AZ C     -   272,920.      216,480.      MT  (+/- 180 meters Scaled)
 DU0912
 DU0912                          SUPERSEDED SURVEY CONTROL
 DU0912
 DU0912  NGVD 29 (??/??/92)  368.114  (m)         1207.72   (f) ADJ UNCH    2 0
 DU0912
 DU0912.Superseded values are not recommended for survey control.
 DU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0912.See file dsdata.txt to determine how the superseded data were derived.
 DU0912
 DU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC179027(NAD 83)
 DU0912_MARKER: DR = REFERENCE MARK DISK
 DU0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0912_STAMPING: GRIND NO 2 1963
 DU0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0912+STABILITY: SURFACE MOTION
 DU0912
 DU0912  HISTORY     - Date     Condition        Report By
 DU0912  HISTORY     - 1963     MONUMENTED       CGS
 DU0912  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0912  HISTORY     - 20080419 MARK NOT FOUND   GEOCAC
 DU0912
 DU0912                          STATION DESCRIPTION
 DU0912
 DU0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0912'2.8 MI SE FROM SCOTTSDALE.
 DU0912'2.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0912'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.3 MILE SOUTH
 DU0912'ALONG A DIRT ROAD, 32.5 FEET SOUTH OF TRAVERSE STATION GRIND, 26 FEET
 DU0912'EAST OF THE CENTER OF THE ROAD, 48 FEET EAST-SOUTHEAST OF A POWER
 DU0912'POLE, 2 FEET WEST OF A FENCE, 32.2 FEET SOUTH OF A METAL WITNESS POST,
 DU0912'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DU0912'PROJECTING 3 INCHES.
 DU0912
 DU0912                          STATION RECOVERY (1970)
 DU0912
 DU0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0912'MARK NOT FOUND.
 DU0912
 DU0912                          STATION RECOVERY (2008)
 DU0912
 DU0912'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0912'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0912'MARK. THE ROAD HAS BEEN PAVED AND WIDENED, AND A TRAILER PARK HAS BEEN
 DU0912'BUILT ADJACENT TO THE ROAD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1956 ***********************************************************************
 CZ1956  DESIGNATION -  GRISWOLD
 CZ1956  PID         -  CZ1956
 CZ1956  STATE/COUNTY-  AZ/PIMA
 CZ1956  USGS QUAD   -  RUELAS CANYON (1992)
 CZ1956
 CZ1956                         *CURRENT SURVEY CONTROL
 CZ1956  ___________________________________________________________________
 CZ1956* NAD 83(2007)-  32 22 55.87664(N)    111 04 50.79323(W)     ADJUSTED  
 CZ1956* NAVD 88     -       704.4    (meters)    2311.     (feet)  GPS OBS   
 CZ1956  ___________________________________________________________________
 CZ1956  EPOCH DATE  -        2007.00
 CZ1956  X           -  -1,939,432.866 (meters)                     COMP
 CZ1956  Y           -  -5,031,183.245 (meters)                     COMP
 CZ1956  Z           -   3,396,658.820 (meters)                     COMP
 CZ1956  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 CZ1956  ELLIP HEIGHT-         675.043 (meters)          (02/10/07) ADJUSTED
 CZ1956  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1956
 CZ1956  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1956  Type    PID    Designation                      North   East  Ellip
 CZ1956  -------------------------------------------------------------------
 CZ1956  NETWORK CZ1956 GRISWOLD                          0.88   0.86   1.71
 CZ1956  -------------------------------------------------------------------
 CZ1956
 CZ1956.The horizontal coordinates were established by GPS observations
 CZ1956.and adjusted by the National Geodetic Survey in February 2007.
 CZ1956
 CZ1956.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1956.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1956.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1956.The epoch date for horizontal control is a decimal equivalence
 CZ1956.of Year/Month/Day.
 CZ1956
 CZ1956.The orthometric height was determined by GPS observations and a
 CZ1956.high-resolution geoid model.
 CZ1956
 CZ1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1956
 CZ1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1956
 CZ1956.The ellipsoidal height was determined by GPS observations
 CZ1956.and is referenced to NAD 83.
 CZ1956
 CZ1956.The geoid height was determined by GEOID03.
 CZ1956
 CZ1956;                    North         East     Units Scale Factor Converg.
 CZ1956;SPC AZ C     -   153,550.942   292,009.885   MT  0.99997626   +0 26 51.7
 CZ1956;SPC AZ C     -   503,776.06    958,037.68   iFT  0.99997626   +0 26 51.7
 CZ1956;UTM  12      - 3,582,802.493   492,402.102   MT  0.99960071   -0 02 35.7
 CZ1956
 CZ1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1956!SPC AZ C     -   0.99989402  x   0.99997626  =   0.99987028
 CZ1956!UTM  12      -   0.99989402  x   0.99960071  =   0.99949477
 CZ1956
 CZ1956|---------------------------------------------------------------------|
 CZ1956| PID    Reference Object                     Distance      Geod. Az  |
 CZ1956|                                                           dddmmss.s |
 CZ1956| CZ1957 GRISWOLD RM A                        25.315 METERS 01708     |
 CZ1956| CH5262 GRISWOLD RM 1                        18.559 METERS 06256     |
 CZ1956| CZ1959 CORTARO RAD STA KUAT MAST           APPROX. 2.0 KM 2375642.5 |
 CZ1956| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 7.1 KM 2955405.5 |
 CZ1956| CH5263 GRISWOLD RM 2                        20.890 METERS 34633     |
 CZ1956|---------------------------------------------------------------------|
 CZ1956
 CZ1956                          SUPERSEDED SURVEY CONTROL
 CZ1956
 CZ1956  ELLIP H (07/18/02)  675.068  (m)                       GP(       ) 4 2
 CZ1956  NAD 83(1992)-  32 22 55.87649(N)    111 04 50.79153(W) AD(       ) 1
 CZ1956  ELLIP H (08/23/93)  675.179  (m)                       GP(       ) 4 2
 CZ1956  NAD 83(1986)-  32 22 55.87367(N)    111 04 50.78766(W) AD(       ) 1
 CZ1956  NAD 27      -  32 22 55.61061(N)    111 04 48.43671(W) AD(       ) 1
 CZ1956  NGVD 29 (07/19/86)  703.0    (m)         2306.     (f) VERT ANG    3  
 CZ1956
 CZ1956.Superseded values are not recommended for survey control.
 CZ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1956.See file dsdata.txt to determine how the superseded data were derived.
 CZ1956
 CZ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9240282802(NAD 83)
 CZ1956_MARKER: DS = TRIANGULATION STATION DISK
 CZ1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1956_SP_SET: CONCRETE POST
 CZ1956_STAMPING: GRISWOLD 1971
 CZ1956_MARK LOGO: NGS   
 CZ1956_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1956+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 CZ1956
 CZ1956  HISTORY     - Date     Condition        Report By
 CZ1956  HISTORY     - 1971     MONUMENTED       NGS
 CZ1956  HISTORY     - 1971     GOOD             NGS
 CZ1956  HISTORY     - 19900411 GOOD             AZ-019
 CZ1956  HISTORY     - 19910815 GOOD             AZ-019
 CZ1956
 CZ1956                          STATION DESCRIPTION
 CZ1956
 CZ1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1956'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF TUCSON, 4-1/2
 CZ1956'MILES SOUTHEAST OF RILLITO, 1-1/2 MILES NORTHEAST OF INTERSTATE
 CZ1956'HIGHWAY 10 AND ON PROPERTY OWNED BY THE GRISWOLD REALTY COMPANY,
 CZ1956'3711 PALO VERDE AVENUE, TUCSON, PHONE 327-6621.
 CZ1956'
 CZ1956'TO REACH THE STATION FROM INTERSTATE 10 AND CORTARO EXIT NORTHWEST OF
 CZ1956'TUCSON GO NORTHWEST ON FRONTAGE ROAD FOR 1.55 MILES TO A SIDE ROAD
 CZ1956'RIGHT AND SIGN CAMINO DE MANANA.  TURN RIGHT AND GO NORTHEAST ON
 CZ1956'CAMINO DE MANANA ROAD FOR 1.2 MILES TO OASIS ROAD.  TURN RIGHT AND
 CZ1956'GO EAST ON OASIS ROAD FOR 0.65 MILE TO A FORK.  KEEP RIGHT FORK ON
 CZ1956'MAIN GRAVELED ROAD AND GO EAST FOR 0.25 MILE TO JIMMY ROAD.  TURN
 CZ1956'RIGHT AND GO SOUTH ON JIMMY ROAD FOR 0.4 MILE TO THE STATION ON
 CZ1956'THE RIGHT.
 CZ1956'
 CZ1956'THE STATION MARKS ARE STANDARD DISKS STAMPED GRISWOLD 1971, THE
 CZ1956'SURFACE MARK IS A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CZ1956'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 125
 CZ1956'FEET SOUTHWEST OF THE CENTER OF THE BLADED ROAD, 3-1/2 FEET
 CZ1956'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 CZ1956'UNDERGROUND MARK WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CZ1956'
 CZ1956'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRISWOLD NO 1 1971,
 CZ1956'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 CZ1956'INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET WEST OF THE CENTER
 CZ1956'OF THE BLADED ROAD, AND 60 FEET NORTHEAST OF THE METAL WITNESS POST
 CZ1956'WITH SIGN ATTACHED.
 CZ1956'
 CZ1956'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRISWOLD NO 2 1971, SET
 CZ1956'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 CZ1956'INCHES ABOVE THE GROUND SURFACE.  IT IS 152 FEET NORTHWEST OF THE
 CZ1956'CENTER OF THE BLADED ROAD, AND 71 FEET NORTH OF THE METAL WITNESS
 CZ1956'POST WITH SIGN ATTACHED.
 CZ1956'
 CZ1956'CORTARO RAD STA KUAT MAST CAN BE USED FOR AN AZIMUTH MARK.
 CZ1956
 CZ1956                          STATION RECOVERY (1971)
 CZ1956
 CZ1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1956'RECOVERED IN GOOD CONDITION.
 CZ1956
 CZ1956                          STATION RECOVERY (1990)
 CZ1956
 CZ1956'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1956'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND CORTARO
 CZ1956'FARMS ROAD, EXIT NUMBER 246, TRAVEL NORTHWEST ALONG FRONTAGE ROAD 2.5
 CZ1956'KM (1.55 MI) TO A SIDE ROAD NAMED EL CAMINO DE MANANA TO THE
 CZ1956'NORTHEAST. PROCEED NORTHEAST ALONG AFOREMENTIONED ROAD 1.9 KM
 CZ1956'(1.18 MI) TO A SIDE ROAD TO THE EAST NAMED OASIS ROAD. TRAVEL EAST
 CZ1956'ALONG OASIS ROAD 1.5 KM (0.93 MI) TO THE INTERSECTION WITH BLUE
 CZ1956'BONNET ROAD. PROCEED SOUTH ALONG BLUE BONNET 0.65 KM (0.40 MI) TO THE
 CZ1956'ONLY RESIDENCE ON WEST SIDE OF ROAD. MARKER IS LOCATED 36 M
 CZ1956'(118.11 FT)  WEST OF POWER POLE AT DRIVEWAY ENTRANCE.
 CZ1956
 CZ1956                          STATION RECOVERY (1991)
 CZ1956
 CZ1956'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1991
 CZ1956'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND CORTARO
 CZ1956'FARMS ROAD, EXIT NUMBER 246, EXIT TO THE EAST SIDE OF I-10 AND TRAVEL
 CZ1956'NORTHWEST ALONG FRONTAGE ROAD 2.5 KM (1.55 MI) TO A SIDE ROAD NAMED
 CZ1956'EL CAMINO DE MANANA TO THE NORTHEAST. PROCEED NORTHEAST ALONG
 CZ1956'AFOREMENTIONED ROAD 1.9 KM (1.20 MI) TO A SIDE ROAD TO THE EAST NAMED
 CZ1956'OASIS ROAD. TRAVEL EAST ALONG OASIS ROAD 1.5 KM (0.95 MI) TO THE
 CZ1956'INTERSECTION WITH BLUE BONNET ROAD. PROCEED SOUTH ALONG BLUE BONNET
 CZ1956'0.65 KM (0.40 MI) TO THE ONLY RESIDENCE ON WEST SIDE OF ROAD. MARKER
 CZ1956'IS LOCATED 36 M (118.1 FT) WEST OF POWER POLE AT DRIVEWAY ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1957 ***********************************************************************
 CZ1957  DESIGNATION -  GRISWOLD RM A
 CZ1957  PID         -  CZ1957
 CZ1957  STATE/COUNTY-  AZ/PIMA
 CZ1957  USGS QUAD   -  RUELAS CANYON (1992)
 CZ1957
 CZ1957                         *CURRENT SURVEY CONTROL
 CZ1957  ___________________________________________________________________
 CZ1957* NAD 83(1992)-  32 22 56.66140(N)    111 04 50.50643(W)     ADJUSTED  
 CZ1957* NAVD 88     -       703.9    (meters)    2309.     (feet)  VERTCON   
 CZ1957  ___________________________________________________________________
 CZ1957  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 CZ1957  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1957  HORZ ORDER  -  FIRST
 CZ1957
 CZ1957.The horizontal coordinates were established by classical geodetic methods
 CZ1957.and adjusted by the National Geodetic Survey in August 1993.
 CZ1957
 CZ1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1957
 CZ1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1957
 CZ1957.The geoid height was determined by GEOID03.
 CZ1957
 CZ1957;                    North         East     Units Scale Factor Converg.
 CZ1957;SPC AZ C     -   153,575.173   292,017.192   MT  0.99997627   +0 26 51.9
 CZ1957;SPC AZ C     -   503,855.55    958,061.65   iFT  0.99997627   +0 26 51.9
 CZ1957;UTM  12      - 3,582,826.651   492,409.614   MT  0.99960071   -0 02 35.6
 CZ1957
 CZ1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1957!SPC AZ C     -   0.99989409  x   0.99997627  =   0.99987036
 CZ1957!UTM  12      -   0.99989409  x   0.99960071  =   0.99949484
 CZ1957
 CZ1957|---------------------------------------------------------------------|
 CZ1957| PID    Reference Object                     Distance      Geod. Az  |
 CZ1957|                                                           dddmmss.s |
 CZ1957| CZ1956 GRISWOLD                             25.315 METERS 19708     |
 CZ1957| CZ1959 CORTARO RAD STA KUAT MAST           APPROX. 2.0 KM 2372820.1 |
 CZ1957| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 7.1 KM 2954156.4 |
 CZ1957|---------------------------------------------------------------------|
 CZ1957
 CZ1957                          SUPERSEDED SURVEY CONTROL
 CZ1957
 CZ1957  NAD 83(1986)-  32 22 56.65902(N)    111 04 50.50240(W) AD(       ) 1
 CZ1957  NAD 27      -  32 22 56.39553(N)    111 04 48.15161(W) AD(       ) 1
 CZ1957  NGVD 29 (07/19/86)  703.2    (m)         2307.     (f) VERT ANG    3  
 CZ1957
 CZ1957.Superseded values are not recommended for survey control.
 CZ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1957.See file dsdata.txt to determine how the superseded data were derived.
 CZ1957
 CZ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9241082827(NAD 83)
 CZ1957_MARKER: DS = TRIANGULATION STATION DISK
 CZ1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1957+STABILITY: SURFACE MOTION
 CZ1957
 CZ1957  HISTORY     - Date     Condition        Report By
 CZ1957  HISTORY     - 1971     MONUMENTED       NGS
 CZ1957
 CZ1957                          STATION DESCRIPTION
 CZ1957
 CZ1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1957'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF TUCSON, 4-1/2
 CZ1957'MILES SOUTHEAST OF RILLITO, 1-1/2 MILES NORTHEAST OF INTERSTATE
 CZ1957'HIGHWAY 10 AND ON PROPERTY OWNED BY THE GRISWOLD REALTY COMPANY,
 CZ1957'3711 PALO VERDE AVENUE, TUCSON, PHONE 327-6621.
 CZ1957'
 CZ1957'THE STATION MARKS ARE STANDARD DISKS STAMPED GRISWOLD RM A 1971, THE
 CZ1957'SURFACE MARK IS A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CZ1957'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 120
 CZ1957'FEET WEST OF THE CENTER OF THE BLADED ROAD, 84.5 FEET NORTH OF A
 CZ1957'METAL WITNESS POST WITH SIGN ATTACHED AND 64 FEET EAST OF A FENCE
 CZ1957'CORNER.  THE UNDERGROUND MARK WAS SET ABOUT 42 INCHES BELOW THE
 CZ1957'GROUND SURFACE.
 CZ1957'
 CZ1957'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GRISWOLD
 CZ1957'1971, THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED
 CZ1957'BELOW.
 CZ1957'
 CZ1957'TO REACH GRISWOLD FROM INTERSTATE 10 AND CORTARO EXIT NORTHWEST OF
 CZ1957'TUCSON GO NORTHWEST ON FRONTAGE ROAD FOR 1.55 MILES TO A SIDE ROAD
 CZ1957'RIGHT AND SIGN CAMINO DE MANANA.  TURN RIGHT AND GO NORTHEAST ON
 CZ1957'CAMINO DE MANANA ROAD FOR 1.2 MILES TO OASIS ROAD.  TURN RIGHT AND
 CZ1957'GO EAST ON OASIS ROAD FOR 0.65 MILE TO A FORK.  KEEP RIGHT FORK ON
 CZ1957'MAIN GRAVELED ROAD AND GO EAST FOR 0.25 MILE TO JIMMY ROAD.  TURN
 CZ1957'RIGHT AND GO SOUTH ON JIMMY ROAD FOR 0.4 MILE TO THE STATION ON
 CZ1957'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1303 ***********************************************************************
 DV1303  DESIGNATION -  GRND 17
 DV1303  PID         -  DV1303
 DV1303  STATE/COUNTY-  AZ/MARICOPA
 DV1303  USGS QUAD   -  PHOENIX (1982)
 DV1303
 DV1303                         *CURRENT SURVEY CONTROL
 DV1303  ___________________________________________________________________
 DV1303* NAD 83(1986)-  33 28 40.     (N)    112 06 48.     (W)     SCALED    
 DV1303* NAVD 88     -       335.113  (meters)    1099.45   (feet)  ADJUSTED  
 DV1303  ___________________________________________________________________
 DV1303  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1303  DYNAMIC HT  -         334.723 (meters)    1098.17  (feet)  COMP
 DV1303  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 DV1303
 DV1303  VERT ORDER  -  FIRST     CLASS II
 DV1303
 DV1303.The horizontal coordinates were scaled from a topographic map and have
 DV1303.an estimated accuracy of +/- 6 seconds.
 DV1303
 DV1303.The orthometric height was determined by differential leveling
 DV1303.and adjusted in November 1993.
 DV1303
 DV1303.The geoid height was determined by GEOID03.
 DV1303
 DV1303.The dynamic height is computed by dividing the NAVD 88
 DV1303.geopotential number by the normal gravity value computed on the
 DV1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1303.degrees latitude (g = 980.6199 gals.).
 DV1303
 DV1303.The modeled gravity was interpolated from observed gravity values.
 DV1303
 DV1303;                    North         East    Units  Estimated Accuracy
 DV1303;SPC AZ C     -   274,750.      195,080.      MT  (+/- 180 meters Scaled)
 DV1303
 DV1303                          SUPERSEDED SURVEY CONTROL
 DV1303
 DV1303.No superseded survey control is available for this station.
 DV1303
 DV1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965048(NAD 83)
 DV1303_MARKER: DB = BENCH MARK DISK
 DV1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1303_SP_SET: SIDEWALK
 DV1303_STAMPING: GRND-17  1981
 DV1303_MARK LOGO: AZDT  
 DV1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1303
 DV1303  HISTORY     - Date     Condition        Report By
 DV1303  HISTORY     - 1981     MONUMENTED       AZDT
 DV1303
 DV1303                          STATION DESCRIPTION
 DV1303
 DV1303'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1303'PHOENIX.
 DV1303'1.0 MILE (1.6 KM) NORTH ALONG INTERSTATE 17 FRONTAGE ROAD FROM THE
 DV1303'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO THE THOMAS ROAD OVERPASS,
 DV1303'THENCE ABOUT 175 FT (53.34 M) WEST TO THE SOUTHBOUND FRONTAGE ROAD,
 DV1303'THENCE SOUTH ALONG FRONTAGE ROAD 0.20 MI (0.32 KM) TO THE MARK ON
 DV1303'THE LEFT AT THE BASE OF THE NORTHWEST DADO OF GRAND AVENUE OVERPASS
 DV1303'5.0 FT (1.52 M) NORTH OF THE NORTH CURB OF GRAND AVENUE, 1.0 FT
 DV1303'(0.3 M) WEST OF THE NORTHWEST DADO, 72.0 FT (21.95 M) EAST OF THE
 DV1303'EAST CURB OF THE SOUTHBOUND FRONTAGE ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1281 ***********************************************************************
 DA1281  DESIGNATION -  GRO
 DA1281  PID         -  DA1281
 DA1281  STATE/COUNTY-  AZ/PIMA
 DA1281  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA1281
 DA1281                         *CURRENT SURVEY CONTROL
 DA1281  ___________________________________________________________________
 DA1281* NAD 83(1992)-  32 14 35.36400(N)    113 01 41.24932(W)     ADJUSTED  
 DA1281* NAVD 88     -      1004.4    (meters)    3295.     (feet)  VERTCON   
 DA1281  ___________________________________________________________________
 DA1281  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DA1281  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA1281  HORZ ORDER  -  THIRD
 DA1281
 DA1281.The horizontal coordinates were established by classical geodetic methods
 DA1281.and adjusted by the National Geodetic Survey in August 1993.
 DA1281
 DA1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1281
 DA1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1281
 DA1281.The geoid height was determined by GEOID03.
 DA1281
 DA1281;                    North         East     Units Scale Factor Converg.
 DA1281;SPC AZ C     -   138,369.749   108,620.566   MT  1.00003524   -0 35 34.9
 DA1281;SPC AZ C     -   453,968.99    356,366.69   iFT  1.00003524   -0 35 34.9
 DA1281;UTM  12      - 3,569,193.004   308,922.738   MT  1.00005026   -1 04 56.5
 DA1281
 DA1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1281!SPC AZ C     -   0.99984735  x   1.00003524  =   0.99988258
 DA1281!UTM  12      -   0.99984735  x   1.00005026  =   0.99989760
 DA1281
 DA1281:                Primary Azimuth Mark                     Grid Az
 DA1281:SPC AZ C     -  QUITOVAGUITA                             205 17 04.7
 DA1281:UTM  12      -  QUITOVAGUITA                             205 46 26.3
 DA1281
 DA1281|---------------------------------------------------------------------|
 DA1281| PID    Reference Object                     Distance      Geod. Az  |
 DA1281|                                                           dddmmss.s |
 DA1281| DA1412 QUITOVAGUITA                        APPROX.26.5 KM 2044129.8 |
 DA1281|---------------------------------------------------------------------|
 DA1281
 DA1281                          SUPERSEDED SURVEY CONTROL
 DA1281
 DA1281  NAD 83(1986)-  32 14 35.32722(N)    113 01 41.25840(W) AD(       ) 3
 DA1281  NGVD 29 (06/20/88) 1003.7    (m)         3293.     (f) VERT ANG    3  
 DA1281
 DA1281.Superseded values are not recommended for survey control.
 DA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1281.See file dsdata.txt to determine how the superseded data were derived.
 DA1281
 DA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0892369193(NAD 83)
 DA1281_MARKER: DS = TRIANGULATION STATION DISK
 DA1281_SETTING: 80 = SET IN A BOULDER
 DA1281_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1281+STABILITY: SURFACE MOTION
 DA1281
 DA1281  HISTORY     - Date     Condition        Report By
 DA1281  HISTORY     - 1962     MONUMENTED       USGS
 DA1281  HISTORY     - 1962     GOOD             AMS
 DA1281
 DA1281                          STATION DESCRIPTION
 DA1281
 DA1281'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1281'LOCATED ABOUT 27 MI NW. OF LUKEVILLE, 13.5 MI SW. OF AJO, ABOUT 5
 DA1281'MI N. OF GROWLER PASS.  ON SHARP TOP JUST N. OF DEEP BREAK IN LONG
 DA1281'DARK HOGBACK RIDGE, IN GROWLER MOUNTAINS.
 DA1281'
 DA1281'REACHED BY HELICOPTER.
 DA1281'
 DA1281'STATION MARK--STANDARD TABLET STAMPED---GRO 1962---, CEMENTED IN
 DA1281'DRILL HOLE IN TOP OF LARGE BOULDER IN PLACE.
 DA1281'
 DA1281'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, CEMENTED IN DRILL
 DA1281'HOLE IN TOP OF LARGE LAVA BOULDER IN PLACE.
 DA1281'
 DA1281'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, CEMENTED IN DRILL
 DA1281'HOLE IN TOP OF LARGE BOULDER IN PLACE.
 DA1281
 DA1281                          STATION RECOVERY (1962)
 DA1281
 DA1281'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1281'RECOVERED AS DESCRIBED BY USGS.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1107 ***********************************************************************
 ET1107  DESIGNATION -  GROOMS PEAK
 ET1107  PID         -  ET1107
 ET1107  STATE/COUNTY-  AZ/MOHAVE
 ET1107  USGS QUAD   -  WIKIEUP NW (1967)
 ET1107
 ET1107                         *CURRENT SURVEY CONTROL
 ET1107  ___________________________________________________________________
 ET1107* NAD 83(1992)-  34 39 47.49605(N)    113 43 45.29496(W)     ADJUSTED  
 ET1107* NAVD 88     -      1548.5    (meters)    5080.     (feet)  VERTCON   
 ET1107  ___________________________________________________________________
 ET1107  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 ET1107  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 ET1107  HORZ ORDER  -  FIRST
 ET1107
 ET1107.The horizontal coordinates were established by classical geodetic methods
 ET1107.and adjusted by the National Geodetic Survey in August 1993.
 ET1107
 ET1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1107
 ET1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1107
 ET1107.The geoid height was determined by GEOID03.
 ET1107
 ET1107;                    North         East     Units Scale Factor Converg.
 ET1107;SPC AZ W     -   406,227.204   215,261.960   MT  0.99993338   +0 00 42.5
 ET1107;SPC AZ W     - 1,332,766.42    706,240.03   iFT  0.99993338   +0 00 42.5
 ET1107;UTM  12      - 3,839,082.891   249,901.716   MT  1.00037102   -1 33 11.0
 ET1107
 ET1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1107!SPC AZ W     -   0.99976154  x   0.99993338  =   0.99969494
 ET1107!UTM  12      -   0.99976154  x   1.00037102  =   1.00013247
 ET1107
 ET1107|---------------------------------------------------------------------|
 ET1107| PID    Reference Object                     Distance      Geod. Az  |
 ET1107|                                                           dddmmss.s |
 ET1107| CH2394 GROOMS PEAK RM 1                      6.010 METERS 17609     |
 ET1107| ET1089 SOUTHERN ONE OF TWO DOME PEAKS      APPROX.33.3 KM 2194705.3 |
 ET1107| CH2393 GROOMS PEAK AZ MK                                  2415340.3 |
 ET1107| CH2395 GROOMS PEAK RM 2                      5.175 METERS 32912     |
 ET1107|---------------------------------------------------------------------|
 ET1107
 ET1107                          SUPERSEDED SURVEY CONTROL
 ET1107
 ET1107  NAD 83(1986)-  34 39 47.49626(N)    113 43 45.30365(W) AD(       ) 1
 ET1107  NAD 27      -  34 39 47.45300(N)    113 43 42.52400(W) AD(       ) 1
 ET1107  NGVD 29 (07/19/86) 1547.7    (m)         5078.     (f) VERT ANG    3  
 ET1107
 ET1107.Superseded values are not recommended for survey control.
 ET1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1107.See file dsdata.txt to determine how the superseded data were derived.
 ET1107
 ET1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4990239083(NAD 83)
 ET1107_MARKER: DS = TRIANGULATION STATION DISK
 ET1107_SETTING: 66 = SET IN ROCK OUTCROP
 ET1107
 ET1107  HISTORY     - Date     Condition        Report By
 ET1107  HISTORY     - 1944     MONUMENTED       CGS
 ET1107  HISTORY     - 1948     SEE DESCRIPTION  CGS
 ET1107  HISTORY     - 1972     GOOD             AZHD
 ET1107  HISTORY     - 1979     GOOD             AZDT
 ET1107  HISTORY     - 1980     GOOD             AZDT
 ET1107
 ET1107                          STATION DESCRIPTION
 ET1107
 ET1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1107'STATION IS LOCATED ON GROOM PEAK, A HIGH GRANITE PEAK ABOUT 9
 ET1107'MILES W AND S OF WIKIEUP AND ABOUT 3/4 MILE E OF THE WILSON
 ET1107'RANCH BUILDINGS LOCALLY KNOWN AS CHICKEN SPRINGS.
 ET1107'
 ET1107'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 ET1107'AND IS STAMPED GROOMS PK 1944.  IT IS 15 FEET WSW OF THE HIGHEST
 ET1107'POINT OF A LARGE BOULDER ABOUT 4 FEET HIGHER THAN THE STATION
 ET1107'MARK.
 ET1107'
 ET1107'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER AND
 ET1107'IS STAMPED GROOMS PK NO 1 1944.  IT IS ABOUT 1 FOOT HIGHER IN
 ET1107'ELEVATION THAN STATION MARK.
 ET1107'
 ET1107'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER AND
 ET1107'IS STAMPED GROOMS PK NO 2 1944.  IT IS AT ABOUT THE SAME
 ET1107'ELEVATION AS STATION MARK.
 ET1107'
 ET1107'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE BOULDER
 ET1107'ABOUT 10 FEET HIGH AND IS STAMPED GROOMS PK 1944.
 ET1107'
 ET1107'TO REACH STATION FROM WIKIEUP, TAKE THE CHICKEN SPRINGS ROAD
 ET1107'WHICH LEAVES WIKIEUP JUST S OF THE BOYETT STORE AND SERVICE
 ET1107'STATION FOR 10.4 MILES TO THE WILSON RANCH BUILDINGS WHICH ARE
 ET1107'LOCALLY KNOWN AS CHICKEN SPRINGS.  THE ROAD PASSES DIRECTLY
 ET1107'THROUGH THE RANCH YARD* WHICH IS THE END OF TRUCK TRAVEL.  THE
 ET1107'PEAK CAN BE SEEN TO THE E OVERLOOKING THE RANCH BUILDINGS.  FROM
 ET1107'THE RANCH YARD PACK DIRECTLY ACROSS THE WASH AT THE BASE OF THE
 ET1107'PEAK AND UP THE STEEP SIDE TO THE STATION.
 ET1107'
 ET1107'*TO REACH AZIMUTH MARK FROM THE RANCH YARD, CONTINUE ON THE ROAD
 ET1107'W FOR 1.2 MILES TO A WITNESS POST ON THE RIGHT SIDE OF THE ROAD.
 ET1107'THE POST IS 12 FEET TO THE RIGHT OF THE ROAD AND THE MARK IS 78
 ET1107'FEET N OF THE POST, ON TOP OF BOULDER THAT IS ABOUT 10 FEET
 ET1107'HIGH AND VERY PROMINENT.  MARK IS AT THE BASE OF LOW ROUND HILL
 ET1107'THAT RISES GENTLY TO THE W.
 ET1107
 ET1107                          STATION RECOVERY (1948)
 ET1107
 ET1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1107'THE STATION IS ON THE SUMMIT OF GROOMS PK. WHICH IS A RATHER
 ET1107'SHARP BRUSHY ROCK-STREWN MOUNTAIN AND THE HIGHEST POINT IN
 ET1107'THE VICINITY.  IT IS 3/4 MILE E. OF THE S RANCH, 9 MILES S.W. OF
 ET1107'WIKIEUP, AND 5 MILES E. OF THE YUCCA-SIGNAL ROAD.
 ET1107'
 ET1107'THE STATION MARK IS IN GOOD CONDITION AND IS AS DESCRIBED.  IT IS
 ET1107'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS
 ET1107'NEARLY FLUSH WITH THE SURROUNDING SURFACE.  IS 15 FEET S.W. OF A
 ET1107'HUGE BOULDER WHICH IS ABOUT 4 FEET HIGHER THAN THE STATION MARK.
 ET1107'IS STAMPED GROOMS PK 1944.
 ET1107'
 ET1107'REFERENCE MARK NO. 1 IS IN GOOD CONDITION AND IS AS DESCRIBED.
 ET1107'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A MASS OF
 ET1107'OUTCROPPING BEDROCK WHICH IS 5 FEET LONG, 2 FEET WIDE, PROJECTING
 ET1107'10 IN ABOVE THE SURROUNDING SURFACE, AND 1 FOOT HIGHER IN
 ET1107'ELEVATION THAN THE STATION MARK.  IT IS STAMPED GROOMS PK NO 1
 ET1107'1944.
 ET1107'
 ET1107'REFERENCE MARK NO. 2 IS IN GOOD CONDITION.  IT IS A STANDARD DISK
 ET1107'CEMENTED IN A DRILL HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH
 ET1107'IS 24 IN LONG, 18 IN WIDE, PROJECTING 10 IN ABOVE THE SURFACE OF
 ET1107'THE GROUND, AND APPROXIMATELY THE SAME ELEVATION AS THE STATION
 ET1107'MARK.  IS STAMPED GROOMS PK NO 2 1944.
 ET1107'
 ET1107'THE AZIMUTH MARK IS IN GOOD CONDITION.  IT IS A STANDARD DISK
 ET1107'CEMENTED IN A DRILL HOLE IN A HUGE MASS OF OUTCROPPING BEDROCK
 ET1107'WHICH IS ABOUT 24 FEET LONG, 12 FEET WIDE PROJECTING 10 FEET
 ET1107'ABOVE THE SURROUNDING SURFACE.  IT IS 78 FEET N.W. OF A WHITE
 ET1107'WITNESS POST WHICH IS ABOUT 12 FEET N.W. OF A GRADED DIRT ROAD.
 ET1107'THE MARK IS ON THE HIGHEST POINT OF THE OUTCROP AND IS STAMPED
 ET1107'GROOMS PK 1944.
 ET1107'
 ET1107'TO REACH THE STATION FROM WIKIEUP GO S.W. ON THE CHICKEN SPRINGS
 ET1107'ROAD FOR 10.4 MILES TO THE S RANCH YARD AND THE END OF TRUCK
 ET1107'TRAVEL.  FROM HERE PACK ACROSS THE WASH EASTERLY THENCE UP STEEP
 ET1107'SIDE TO THE HIGHEST POINT AND STATION.  A 1 HOUR BACK PACK.
 ET1107'
 ET1107'TO REACH THE AZIMUTH MARK FROM THE RANCH YARD GO WESTERLY ON THE
 ET1107'ROAD 1.2 MILES TO THE MARK ON THE RIGHT.
 ET1107
 ET1107                          STATION RECOVERY (1972)
 ET1107
 ET1107'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1107'GENERAL LOCATION 9 MILES SW WIKIEUP
 ET1107'
 ET1107'TO REACH DESCRIPTION IS ADEQUATE HOWEVER THERE IS A HORSE TRAIL
 ET1107'TO THE TOP UP THE NORTH RIDGE JUST DOWN FROM THE TOP OF RIDGE
 ET1107'ON THE WEST SIDE.  START UP WHERE MAIN ROAD CROSSES SADDLE ABOUT
 ET1107'1 MILE BEFORE REACHING RANCH.  (TV ANTENNA ON TOP)
 ET1107'
 ET1107'STATION MARK STANDARD USC AND GS BRASS DISK
 ET1107'
 ET1107'REFERENCE MARKS IN AND IN GOOD CONDITION
 ET1107'
 ET1107'AZIMUTH MARK (DID NOT LOOK FOR IT)
 ET1107
 ET1107                          STATION RECOVERY (1979)
 ET1107
 ET1107'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1107'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ET1107'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO
 ET1107'THE STATION FOLLOWS.
 ET1107'
 ET1107'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1107'U.S. HIGHWAY 93 FOR 0.4 MILE TO CHICKEN SPRINGS ROAD.  TURN LEFT ONTO
 ET1107'THE BLADED ROAD AND TRAVEL SOUTHWEST FOR 7.7 MILES TO THE HIGHEST PART
 ET1107'OF A SADDLE AND A GATE ON THE LEFT.  PASS THROUGH THE GATE AND TRAVEL
 ET1107'0.5 MILE TO END OF TRUCK TRAVEL ON A HIGH FLAT AREA.  PACK ALONG THE
 ET1107'BLADED TRAIL TO THE HIGHEST POINT AND STATION.
 ET1107
 ET1107                          STATION RECOVERY (1980)
 ET1107
 ET1107'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1107'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ET1107'RECOVERED AS PREVIOUSLY DESCRIBED.  THE ROUTE TO THE STATION
 ET1107'REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1783 ***********************************************************************
 DV1783  DESIGNATION -  GROVERS
 DV1783  PID         -  DV1783
 DV1783  STATE/COUNTY-  AZ/MARICOPA
 DV1783  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1783
 DV1783                         *CURRENT SURVEY CONTROL
 DV1783  ___________________________________________________________________
 DV1783* NAD 83(1992)-  33 38 44.19026(N)    112 12 09.92723(W)     ADJUSTED  
 DV1783* NAVD 88     -       377.063  (meters)    1237.08   (feet)  ADJUSTED  
 DV1783  ___________________________________________________________________
 DV1783  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DV1783  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1783  DYNAMIC HT  -         376.628 (meters)    1235.65  (feet)  COMP
 DV1783  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1783
 DV1783  HORZ ORDER  -  SECOND
 DV1783  VERT ORDER  -  SECOND    CLASS I
 DV1783
 DV1783.The horizontal coordinates were established by classical geodetic methods
 DV1783.and adjusted by the National Geodetic Survey in August 1993.
 DV1783
 DV1783.The orthometric height was determined by differential leveling
 DV1783.and adjusted in November 1993.
 DV1783
 DV1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1783
 DV1783.The geoid height was determined by GEOID03.
 DV1783
 DV1783.The dynamic height is computed by dividing the NAVD 88
 DV1783.geopotential number by the normal gravity value computed on the
 DV1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1783.degrees latitude (g = 980.6199 gals.).
 DV1783
 DV1783.The modeled gravity was interpolated from observed gravity values.
 DV1783
 DV1783;                    North         East     Units Scale Factor Converg.
 DV1783;SPC AZ C     -   293,385.660   186,822.911   MT  0.99990868   -0 09 30.6
 DV1783;SPC AZ C     -   962,551.38    612,936.06   iFT  0.99990868   -0 09 30.6
 DV1783;UTM  12      - 3,723,511.544   388,465.629   MT  0.99975336   -0 39 59.3
 DV1783
 DV1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1783!SPC AZ C     -   0.99994548  x   0.99990868  =   0.99985417
 DV1783!UTM  12      -   0.99994548  x   0.99975336  =   0.99969886
 DV1783
 DV1783|---------------------------------------------------------------------|
 DV1783| PID    Reference Object                     Distance      Geod. Az  |
 DV1783|                                                           dddmmss.s |
 DV1783| CR9946 GROVERS RM 4                         16.164 METERS 18052     |
 DV1783| DV1785 GROVERS RM 2                         17.400 METERS 18134     |
 DV1783| DV2261 PEORIA WATER TANK                   APPROX. 3.0 KM 2362913.2 |
 DV1783| DV1787 GROVERS AZ MK                       APPROX. 0.8 KM 3575320.0 |
 DV1783| DV1784 GROVERS RM 1                         12.721 METERS 35853     |
 DV1783| CR9945 GROVERS RM 3                         13.244 METERS 35854     |
 DV1783|---------------------------------------------------------------------|
 DV1783
 DV1783                          SUPERSEDED SURVEY CONTROL
 DV1783
 DV1783  NAD 83(1986)-  33 38 44.18464(N)    112 12 09.93385(W) AD(       ) 2
 DV1783  NGVD 29 (11/30/89)  376.50   (m)         1235.2    (f) LEVELING    3  
 DV1783
 DV1783.Superseded values are not recommended for survey control.
 DV1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1783.See file dsdata.txt to determine how the superseded data were derived.
 DV1783
 DV1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8846623512(NAD 83)
 DV1783_MARKER: DS = TRIANGULATION STATION DISK
 DV1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1783_SP_SET: CONCRETE POST
 DV1783_STAMPING: GROVERS
 DV1783_MARK LOGO: AZDT  
 DV1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1783+STABILITY: SURFACE MOTION
 DV1783
 DV1783  HISTORY     - Date     Condition        Report By
 DV1783  HISTORY     - 1982     MONUMENTED       AZDT
 DV1783  HISTORY     - 1983     GOOD             AZDT
 DV1783  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1783
 DV1783                          STATION DESCRIPTION
 DV1783
 DV1783'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1783'THE STATION IS LOCATED IN NORTHWESTERN PHOENIX, 5 MILES WEST OF
 DV1783'INTERSTATE HIGHWAY 17, 0.5 MILE NORTH OF BELL ROAD AND ALONG THE EAST
 DV1783'SIDE OF 67TH AVENUE OPPOSITE GROVERS AVENUE.
 DV1783'
 DV1783'THE STATION MARK IS AN AZDT DISK STAMPED---GROVERS 1982---.  IT IS SET
 DV1783'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 41.5 FEET EAST OF THE
 DV1783'CENTER LINE OF 67TH AVENUE AND 3.8 FEET NORTH OF THE WITNESS POST.
 DV1783'
 DV1783'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GROVERS RM 1 1982---.  IT
 DV1783'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1783'
 DV1783'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GROVERS RM 2 1982---.  IT
 DV1783'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1783'
 DV1783'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---GROVERS AZ 1982---.  IT IS
 DV1783'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 58 FEET NORTH OF
 DV1783'THE CENTER LINE OF WEST UNION HILLS DRIVE, 50 FEET WEST OF THE CENTER
 DV1783'LINE OF 67TH AVENUE AND 3.5 FEET EAST OF THE CENTER OF A CONCRETE
 DV1783'IRRIGATION DITCH BY A WITNESS POST AND SIGN.
 DV1783'
 DV1783'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND BELL ROAD
 DV1783'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG BELL ROAD
 DV1783'FOR 5.0 MILES TO 67TH AVENUE.  TURN RIGHT ON 67TH AVENUE FOR 0.5 MILE
 DV1783'TO GROVERS AVENUE WHICH IS JUST PAST SKUNK CREEK AND THE STATION ON
 DV1783'THE RIGHT.
 DV1783'
 DV1783'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTH ALONG 67TH
 DV1783'AVENUE FOR 0.5 MILE TO UNION HILLS DRIVE AND THE MARK IN THE NORTHWEST
 DV1783'CORNER OF THE INTERSECTION.
 DV1783
 DV1783                          STATION RECOVERY (1983)
 DV1783
 DV1783'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1783'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1783'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1783'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1783'AVENUE, THENCE 0.80 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK ON
 DV1783'THE RIGHT, 41.5 FT (12.65 METERS) EAST OF THE CENTERLINE OF 67TH
 DV1783'AVENUE, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1783
 DV1783                          STATION RECOVERY (2002)
 DV1783
 DV1783'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1783'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1787 ***********************************************************************
 DV1787  DESIGNATION -  GROVERS AZ MK
 DV1787  PID         -  DV1787
 DV1787  STATE/COUNTY-  AZ/MARICOPA
 DV1787  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1787
 DV1787                         *CURRENT SURVEY CONTROL
 DV1787  ___________________________________________________________________
 DV1787* NAD 83(1992)-  33 39 10.68697(N)    112 12 11.09516(W)     ADJUSTED  
 DV1787* NAVD 88     -       380.511  (meters)    1248.39   (feet)  ADJUSTED  
 DV1787  ___________________________________________________________________
 DV1787  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 DV1787  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1787  DYNAMIC HT  -         380.073 (meters)    1246.96  (feet)  COMP
 DV1787  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DV1787
 DV1787  HORZ ORDER  -  SECOND
 DV1787  VERT ORDER  -  SECOND    CLASS I
 DV1787
 DV1787.The horizontal coordinates were established by classical geodetic methods
 DV1787.and adjusted by the National Geodetic Survey in August 1993.
 DV1787
 DV1787.The orthometric height was determined by differential leveling
 DV1787.and adjusted in November 1993.
 DV1787
 DV1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1787
 DV1787.The geoid height was determined by GEOID03.
 DV1787
 DV1787.The dynamic height is computed by dividing the NAVD 88
 DV1787.geopotential number by the normal gravity value computed on the
 DV1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1787.degrees latitude (g = 980.6199 gals.).
 DV1787
 DV1787.The modeled gravity was interpolated from observed gravity values.
 DV1787
 DV1787;                    North         East     Units Scale Factor Converg.
 DV1787;SPC AZ C     -   294,202.030   186,795.080   MT  0.99990870   -0 09 31.4
 DV1787;SPC AZ C     -   965,229.76    612,844.75   iFT  0.99990870   -0 09 31.4
 DV1787;UTM  12      - 3,724,328.002   388,445.039   MT  0.99975342   -0 40 00.4
 DV1787
 DV1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1787!SPC AZ C     -   0.99994494  x   0.99990870  =   0.99985365
 DV1787!UTM  12      -   0.99994494  x   0.99975342  =   0.99969837
 DV1787
 DV1787                          SUPERSEDED SURVEY CONTROL
 DV1787
 DV1787  NAD 83(1986)-  33 39 10.68137(N)    112 12 11.10186(W) AD(       ) 2
 DV1787  NGVD 29 (11/30/89)  379.9    (m)         1246.     (f) LEVELING    3  
 DV1787
 DV1787.Superseded values are not recommended for survey control.
 DV1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1787.See file dsdata.txt to determine how the superseded data were derived.
 DV1787
 DV1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8844524328(NAD 83)
 DV1787_MARKER: DZ = AZIMUTH MARK DISK
 DV1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1787_SP_SET: CONCRETE POST
 DV1787_STAMPING: GROVERS AZIMUTH
 DV1787_MARK LOGO: AZDT  
 DV1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1787+STABILITY: SURFACE MOTION
 DV1787
 DV1787  HISTORY     - Date     Condition        Report By
 DV1787  HISTORY     - 1982     MONUMENTED       AZDT
 DV1787  HISTORY     - 1983     GOOD             AZDT
 DV1787  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV1787
 DV1787                          STATION DESCRIPTION
 DV1787
 DV1787'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1787'12.88 KM (8.0 MI) NORTH FROM PEORIA.
 DV1787'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1787'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1787'AVENUE, THENCE 3.22 KM (2.0 MI) NORTH ALONG 67TH AVENUE TO UNION HILLS
 DV1787'DRIVE, ON THE NORTHWEST CORNER, 58.0 FT (17.68 METERS) NORTH OF
 DV1787'CENTERLINE OF UNION HILLS DRIVE, 50.0 FT (15.24 METERS) WEST OF
 DV1787'CENTERLINE OF 67TH AVENUE, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE
 DV1787'POST.
 DV1787
 DV1787                          STATION RECOVERY (1994)
 DV1787
 DV1787'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1784 ***********************************************************************
 DV1784  DESIGNATION -  GROVERS RM 1
 DV1784  PID         -  DV1784
 DV1784  STATE/COUNTY-  AZ/MARICOPA
 DV1784  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1784
 DV1784                         *CURRENT SURVEY CONTROL
 DV1784  ___________________________________________________________________
 DV1784* NAD 83(1992)-  33 38 44.60307(N)    112 12 09.93684(W)     NO CHECK  
 DV1784* NAVD 88     -       377.133  (meters)    1237.31   (feet)  ADJUSTED  
 DV1784  ___________________________________________________________________
 DV1784  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DV1784  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1784  DYNAMIC HT  -         376.698 (meters)    1235.88  (feet)  COMP
 DV1784  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1784
 DV1784  HORZ ORDER  -  SECOND
 DV1784  VERT ORDER  -  SECOND    CLASS I
 DV1784
 DV1784.The horizontal coordinates were established by classical geodetic methods
 DV1784.and adjusted by the National Geodetic Survey in August 1993.
 DV1784.No horizontal observational check was made to the station.
 DV1784
 DV1784.The orthometric height was determined by differential leveling
 DV1784.and adjusted in November 1993.
 DV1784
 DV1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1784
 DV1784.The geoid height was determined by GEOID03.
 DV1784
 DV1784.The dynamic height is computed by dividing the NAVD 88
 DV1784.geopotential number by the normal gravity value computed on the
 DV1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1784.degrees latitude (g = 980.6199 gals.).
 DV1784
 DV1784.The modeled gravity was interpolated from observed gravity values.
 DV1784
 DV1784;                    North         East     Units Scale Factor Converg.
 DV1784;SPC AZ C     -   293,398.378   186,822.699   MT  0.99990868   -0 09 30.6
 DV1784;SPC AZ C     -   962,593.10    612,935.36   iFT  0.99990868   -0 09 30.6
 DV1784;UTM  12      - 3,723,524.261   388,465.529   MT  0.99975336   -0 39 59.3
 DV1784
 DV1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1784!SPC AZ C     -   0.99994547  x   0.99990868  =   0.99985416
 DV1784!UTM  12      -   0.99994547  x   0.99975336  =   0.99969885
 DV1784
 DV1784                          SUPERSEDED SURVEY CONTROL
 DV1784
 DV1784  NAD 83(1986)-  33 38 44.59746(N)    112 12 09.94346(W) AD(       ) 2
 DV1784  NGVD 29 (11/30/89)  376.6    (m)         1236.     (f) LEVELING    3  
 DV1784
 DV1784.Superseded values are not recommended for survey control.
 DV1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1784.See file dsdata.txt to determine how the superseded data were derived.
 DV1784
 DV1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8846623524(NAD 83)
 DV1784_MARKER: DR = REFERENCE MARK DISK
 DV1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1784_SP_SET: CONCRETE POST
 DV1784_STAMPING: GROVERS RM 1
 DV1784_MARK LOGO: AZDT  
 DV1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1784+STABILITY: SURFACE MOTION
 DV1784
 DV1784  HISTORY     - Date     Condition        Report By
 DV1784  HISTORY     - 1982     MONUMENTED       AZDT
 DV1784  HISTORY     - 1983     GOOD             AZDT
 DV1784  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1784
 DV1784                          STATION DESCRIPTION
 DV1784
 DV1784'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1784'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1784'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1784'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1784'AVENUE, THENCE 0.80 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK ON
 DV1784'THE RIGHT, 41.7 FT (12.71 METERS) NORTH OF STATION GROVERS AZDT, 41.5
 DV1784'FT (12.65 METERS) EAST OF CENTERLINE 67TH AVENUE, A STANDARD AZDT
 DV1784'ALUMINIUM CAP SET IN CONCRETE POST.
 DV1784
 DV1784                          STATION RECOVERY (2002)
 DV1784
 DV1784'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1784'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1785 ***********************************************************************
 DV1785  DESIGNATION -  GROVERS RM 2
 DV1785  PID         -  DV1785
 DV1785  STATE/COUNTY-  AZ/MARICOPA
 DV1785  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1785
 DV1785                         *CURRENT SURVEY CONTROL
 DV1785  ___________________________________________________________________
 DV1785* NAD 83(1992)-  33 38 43.62573(N)    112 12 09.94563(W)     NO CHECK  
 DV1785* NAVD 88     -       376.945  (meters)    1236.69   (feet)  ADJUSTED  
 DV1785  ___________________________________________________________________
 DV1785  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DV1785  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1785  DYNAMIC HT  -         376.510 (meters)    1235.27  (feet)  COMP
 DV1785  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 DV1785
 DV1785  HORZ ORDER  -  SECOND
 DV1785  VERT ORDER  -  SECOND    CLASS I
 DV1785
 DV1785.The horizontal coordinates were established by classical geodetic methods
 DV1785.and adjusted by the National Geodetic Survey in August 1993.
 DV1785.No horizontal observational check was made to the station.
 DV1785
 DV1785.The orthometric height was determined by differential leveling
 DV1785.and adjusted in November 1993.
 DV1785
 DV1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1785
 DV1785.The geoid height was determined by GEOID03.
 DV1785
 DV1785.The dynamic height is computed by dividing the NAVD 88
 DV1785.geopotential number by the normal gravity value computed on the
 DV1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1785.degrees latitude (g = 980.6199 gals.).
 DV1785
 DV1785.The modeled gravity was interpolated from observed gravity values.
 DV1785
 DV1785;                    North         East     Units Scale Factor Converg.
 DV1785;SPC AZ C     -   293,368.270   186,822.389   MT  0.99990868   -0 09 30.6
 DV1785;SPC AZ C     -   962,494.32    612,934.35   iFT  0.99990868   -0 09 30.6
 DV1785;UTM  12      - 3,723,494.162   388,464.952   MT  0.99975336   -0 39 59.3
 DV1785
 DV1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1785!SPC AZ C     -   0.99994550  x   0.99990868  =   0.99985419
 DV1785!UTM  12      -   0.99994550  x   0.99975336  =   0.99969888
 DV1785
 DV1785                          SUPERSEDED SURVEY CONTROL
 DV1785
 DV1785  NAD 83(1986)-  33 38 43.62010(N)    112 12 09.95225(W) AD(       ) 2
 DV1785  NGVD 29 (11/30/89)  376.4    (m)         1235.     (f) LEVELING    3  
 DV1785
 DV1785.Superseded values are not recommended for survey control.
 DV1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1785.See file dsdata.txt to determine how the superseded data were derived.
 DV1785
 DV1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8846523494(NAD 83)
 DV1785_MARKER: DR = REFERENCE MARK DISK
 DV1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1785_SP_SET: CONCRETE POST
 DV1785_STAMPING: GROVERS RM 2
 DV1785_MARK LOGO: AZDT  
 DV1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1785+STABILITY: SURFACE MOTION
 DV1785
 DV1785  HISTORY     - Date     Condition        Report By
 DV1785  HISTORY     - 1982     MONUMENTED       AZDT
 DV1785  HISTORY     - 1983     GOOD             AZDT
 DV1785  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1785
 DV1785                          STATION DESCRIPTION
 DV1785
 DV1785'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1785'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1785'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1785'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1785'AVENUE, THENCE 0.80 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK ON
 DV1785'THE RIGHT, 57.1 FT (15.8 METERS) SOUTH OF STATION GROVERS AZDT, 41.5
 DV1785'FT (12.65 METERS) EAST OF CENTERLINE OF 67TH AVENUE, A STARDARD AZDT
 DV1785'ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1785
 DV1785                          STATION RECOVERY (2002)
 DV1785
 DV1785'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1785'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1434 ***********************************************************************
 DA1434  DESIGNATION -  GROWL
 DA1434  PID         -  DA1434
 DA1434  STATE/COUNTY-  AZ/YUMA
 DA1434  USGS QUAD   -  MESQUITE JIM WELL (1986)
 DA1434
 DA1434                         *CURRENT SURVEY CONTROL
 DA1434  ___________________________________________________________________
 DA1434* NAD 83(1992)-  32 54 18.20725(N)    113 47 36.52332(W)     ADJUSTED  
 DA1434* NAVD 88     -       141.0    (meters)     463.     (feet)  VERTCON   
 DA1434  ___________________________________________________________________
 DA1434  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DA1434  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DA1434  HORZ ORDER  -  FIRST
 DA1434
 DA1434.The horizontal coordinates were established by classical geodetic methods
 DA1434.and adjusted by the National Geodetic Survey in August 1993.
 DA1434
 DA1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1434
 DA1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1434
 DA1434.The geoid height was determined by GEOID03.
 DA1434
 DA1434;                    North         East     Units Scale Factor Converg.
 DA1434;SPC AZ W     -   211,231.017   209,292.700   MT  0.99993354   -0 01 25.0
 DA1434;SPC AZ W     -   693,015.15    686,655.84   iFT  0.99993354   -0 01 25.0
 DA1434;UTM  12      - 3,644,223.497   238,722.987   MT  1.00044182   -1 31 06.3
 DA1434
 DA1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1434!SPC AZ W     -   0.99998299  x   0.99993354  =   0.99991653
 DA1434!UTM  12      -   0.99998299  x   1.00044182  =   1.00042480
 DA1434
 DA1434|---------------------------------------------------------------------|
 DA1434| PID    Reference Object                     Distance      Geod. Az  |
 DA1434|                                                           dddmmss.s |
 DA1434| CH2399 GROWL RM 2                           35.784 METERS 12322     |
 DA1434| CH2396 GROWL AZ MK                                        1794318.2 |
 DA1434| CH2397 GROWL AZ MK 2                                      1874625.3 |
 DA1434| CH2398 GROWL RM 1                           31.747 METERS 21320     |
 DA1434|---------------------------------------------------------------------|
 DA1434
 DA1434                          SUPERSEDED SURVEY CONTROL
 DA1434
 DA1434  NAD 83(1986)-  32 54 18.20215(N)    113 47 36.52896(W) AD(       ) 1
 DA1434  NAD 27      -  32 54 18.04400(N)    113 47 33.79300(W) AD(       ) 1
 DA1434  NGVD 29 (07/19/86)  140.4    (m)          461.     (f) VERT ANG    3  
 DA1434
 DA1434.Superseded values are not recommended for survey control.
 DA1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1434.See file dsdata.txt to determine how the superseded data were derived.
 DA1434
 DA1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3872344223(NAD 83)
 DA1434_MARKER: DS = TRIANGULATION STATION DISK
 DA1434_SETTING: 80 = SET IN A BOULDER
 DA1434_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1434
 DA1434  HISTORY     - Date     Condition        Report By
 DA1434  HISTORY     - 1934     MONUMENTED       CGS
 DA1434  HISTORY     - 1949     GOOD             CGS
 DA1434  HISTORY     - 1952     GOOD             USE
 DA1434  HISTORY     - 1967     GOOD             AMS
 DA1434
 DA1434                          STATION DESCRIPTION
 DA1434
 DA1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1434'STATION IS LOCATED ON A SMALL MESA ABOUT 26 MILES, AIR LINE,
 DA1434'NE OF THE TOWN OF WELLTON AND ABOUT 12-1/2 MILES NW FROM
 DA1434'MOHAWK.
 DA1434'
 DA1434'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE
 DA1434'DISKS SET IN CONCRETE.
 DA1434'
 DA1434'TO REACH FROM WELLTON, FOLLOW U.S. HIGHWAY 80 E FOR 7.0 MILES
 DA1434'TO THE TOWN OF TACNA, TURN LEFT JUST W OF THE POST OFFICE
 DA1434'AND GO 2.8 MILES.  TAKE THE LEFT FORK AND CROSS THE RAILROAD
 DA1434'TRACKS ABOUT 1/4 MILE AFTER CROSSING THE GILA RIVER BRIDGE,
 DA1434'GO N 2.1 MILES AND TURN RIGHT.  TURN RIGHT AT A SIGN READING
 DA1434'RADIUM HOT SPRINGS, GO E FOR 0.8 MILE TO ROLL AND CROSS TRACKS
 DA1434'AND CONTINUE E 1.2 MILES.  TURN LEFT AT THE MOHAWK VALLEY
 DA1434'SCHOOL AND GO N 1.0 MILE AND TURN RIGHT.  FOLLOW THE
 DA1434'MAIN-TRAVELED GRADED ROAD FOR 7.6 MILES AND TURN RIGHT AT
 DA1434'TELEPHONE POLE NO. G1740, TURN RIGHT HERE AND GO 5.5
 DA1434'MILES ON THE GRADED ROAD, TURN LEFT JUST W OF THE
 DA1434'SECTION HOUSE AT RAILROAD STATION GROWLER.  CROSS THE
 DA1434'TRACKS AND TAKE THE RIGHT FORK, GO 2.0 MILES.  CONTINUE
 DA1434'STRAIGHT AHEAD TO 4.5 MILES AND TURN RIGHT OFF THE ROAD FOR
 DA1434'ABOUT 100 FEET TO THE STATION ON A SANDY MOUND.
 DA1434
 DA1434                          STATION RECOVERY (1949)
 DA1434
 DA1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DA1434'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AND
 DA1434'AS DESCRIBED, EXCEPT FOR A SLIGHT DIFFERENCE IN DISTANCE TO
 DA1434'BOTH REFERENCE MARKS.
 DA1434'THE CORRECT DISTANCES TO THE REFERENCE MARKS
 DA1434'ARE GIVEN ABOVE.  AN AZIMUTH MARK WAS ESTABLISHED FOR THE
 DA1434'STATION.  A NEW TO REACH, FOLLOWS.
 DA1434'
 DA1434'THE STATION IS LOCATED ON THE FLAT PLAINS AREA, ABOUT 26 MILES
 DA1434'AIR LINE NORTHEAST OF WELTON, ABOUT 18 MILES AIR LINE NORTHEAST
 DA1434'OF ROLL, ABOUT 12.5 MILES AIR LINE NORTHWEST OF MOHAWK, ABOUT
 DA1434'50 YARDS EAST OF A ONCE BLADED ROAD, 8 FEET SOUTH-SOUTHEAST
 DA1434'OF A WHITE WITNESS POST, PROJECTS 2 INCHES AND STAMPED, GROWL
 DA1434'1934.
 DA1434'
 DA1434'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DA1434'STATION MARK, PROJECTS 2 INCHES AND STAMPED, GROWL 1934 NO
 DA1434'1.
 DA1434'
 DA1434'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DA1434'STATION MARK, PROJECTS 5 INCHES AND STAMPED, GROWL 1934 NO 2.
 DA1434'
 DA1434'THE AZIMUTH MARK IS SET 5 PACES EAST OF A ONCE BLADED ROAD,
 DA1434'1 FOOT WEST OF A WHITE WITNESS POST,
 DA1434'PROJECTS 6 INCHES AND STAMPED, GROWL 1949.
 DA1434'
 DA1434'TO REACH THE STATION FROM GROWLER, A RAILROAD SIDING AND
 DA1434'SECTION HOUSE ON THE SOUTHERN PACIFIC RAILROAD, (14.5 MILES
 DA1434'BY ROAD FROM THE TOWN OF ROLL) GO WEST FOR 0.05 MILE TO A IRON
 DA1434'GATE ON THE RIGHT, NORTH, PASS THROUGH THE GATE, CROSS THE
 DA1434'RAILROAD TRACKS TO A FORK.  TAKE THE CENTER FORK OF 3 AND
 DA1434'CONTINUE ON THE MAIN TRAVELED ROAD, NORTH, FOR 6.0 MILES TO
 DA1434'THE AZIMUTH MARK ON THE RIGHT, EAST, AS DESCRIBED ABOVE.
 DA1434'CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO THE STATION ON THE
 DA1434'RIGHT, EAST, AS DESCRIBED ABOVE.  A DRIVE STATION.
 DA1434'
 DA1434'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DA1434
 DA1434                          STATION RECOVERY (1952)
 DA1434
 DA1434'RECOVERY NOTE BY US ENGINEERS 1952
 DA1434'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DA1434'
 DA1434'TO REACH FROM POSTOFFICE AT ROLL, GO EAST ON BLACKTOP FROM
 DA1434'ROLL 5.85 MILES TO END OF BLACKTOP AND BEGINNING OF IMPROVED
 DA1434'COUNTRY ROAD LEFT, GO LEFT 0.85 MILE TO A Y FORK, TAKE RIGHT
 DA1434'FORK AND GO 2.5 MILES TO A T INTERSECTION GO RIGHT (EAST)
 DA1434'ALONG POLE LINE 1.5 MILE TO POLE 61827 AND ROAD LEFT, GO
 DA1434'NORTH ON GRAVEL ROAD 0.45 MILE TO CANAL BRIDGE, CROSS BRIDGE
 DA1434'AND FOLLOW ROAD RIGHT BETWEEN RAILROAD AND CANAL 3.1 MILES
 DA1434'TO GROWLER.  FROM GROWLER GO WEST 0.1 MILE TO A GATE AND A
 DA1434'RAILROAD CROSSING, GO NORTH ACROSS TRACKS 0.05 MILE TO A
 DA1434'TRIPLE-FORK.  TAKE CENTER ROAD AND GO 0.85 MILE TO A FORK,
 DA1434'GO LEFT (NORTH) ON MAIN GRADED ROAD 3.85 MILES TO AZIMUTH
 DA1434'AND WITNESS POST, CONTINUE 0.45 MILES TO STATION 150 FT
 DA1434'RIGHT OF ROAD.  DRIVE STATION.
 DA1434
 DA1434                          STATION RECOVERY (1967)
 DA1434
 DA1434'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RCC)
 DA1434'THE STATION MARK, R.M. 1, R.M. 2 AND AZIMUTH MARK RECOVERED
 DA1434'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1411 ***********************************************************************
 DA1411  DESIGNATION -  GROWLER
 DA1411  PID         -  DA1411
 DA1411  STATE/COUNTY-  AZ/PIMA
 DA1411  USGS QUAD   -  GROWLER PEAK (1990)
 DA1411
 DA1411                         *CURRENT SURVEY CONTROL
 DA1411  ___________________________________________________________________
 DA1411* NAD 83(1992)-  32 24 37.29880(N)    113 06 05.26505(W)     ADJUSTED  
 DA1411* NAVD 88     -       923.3    (meters)    3029.     (feet)  VERTCON   
 DA1411  ___________________________________________________________________
 DA1411  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 DA1411  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA1411  HORZ ORDER  -  SECOND
 DA1411
 DA1411.The horizontal coordinates were established by classical geodetic methods
 DA1411.and adjusted by the National Geodetic Survey in August 1993.
 DA1411
 DA1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1411
 DA1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1411
 DA1411.The geoid height was determined by GEOID03.
 DA1411
 DA1411;                    North         East     Units Scale Factor Converg.
 DA1411;SPC AZ C     -   156,985.194   101,914.155   MT  1.00005311   -0 38 06.3
 DA1411;SPC AZ C     -   515,043.29    334,364.03   iFT  1.00005311   -0 38 06.3
 DA1411;UTM  12      - 3,587,865.583   302,375.782   MT  1.00008163   -1 07 36.1
 DA1411
 DA1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1411!SPC AZ C     -   0.99986008  x   1.00005311  =   0.99991318
 DA1411!UTM  12      -   0.99986008  x   1.00008163  =   0.99994170
 DA1411
 DA1411:                Primary Azimuth Mark                     Grid Az
 DA1411:SPC AZ C     -  MONTEZUMA HEAD                           131 04 12.0
 DA1411:UTM  12      -  MONTEZUMA HEAD                           131 33 41.8
 DA1411
 DA1411|---------------------------------------------------------------------|
 DA1411| PID    Reference Object                     Distance      Geod. Az  |
 DA1411|                                                           dddmmss.s |
 DA1411| DA1509 MONTEZUMA HEAD                      APPROX.52.4 KM 1302605.7 |
 DA1411| DA1511 SPIRE NORTH OF SIERRA DEL AJO       APPROX.49.6 KM 1311404.6 |
 DA1411| CH0176 DOME SOUTH OF SIERRA DEL AJO        APPROX.64.3 KM 1393917.6 |
 DA1411| DA1414 GRANITE                             APPROX.19.5 KM 2754221.9 |
 DA1411| DA1396 TONEYS RANCH TANK                   APPROX.19.0 KM 3015528.0 |
 DA1411| DA1395 EAGLE TANK                          APPROX.36.2 KM 3191604.9 |
 DA1411|---------------------------------------------------------------------|
 DA1411
 DA1411                          SUPERSEDED SURVEY CONTROL
 DA1411
 DA1411  NAD 83(1986)-  32 24 37.28168(N)    113 06 05.27710(W) AD(       ) 2
 DA1411  NAD 27      -  32 24 37.06900(N)    113 06 02.65900(W) AD(       ) 2
 DA1411  NGVD 29 (06/20/88)  922.6    (m)         3027.     (f) VERT ANG    3  
 DA1411
 DA1411.Superseded values are not recommended for survey control.
 DA1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1411.See file dsdata.txt to determine how the superseded data were derived.
 DA1411
 DA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0237687866(NAD 83)
 DA1411_MARKER: DS = TRIANGULATION STATION DISK
 DA1411_SETTING: 66 = SET IN ROCK OUTCROP
 DA1411
 DA1411  HISTORY     - Date     Condition        Report By
 DA1411  HISTORY     - 1920     MONUMENTED       CGS
 DA1411  HISTORY     - 1948     GOOD             USGS
 DA1411  HISTORY     - 1962     GOOD             AMS
 DA1411
 DA1411                          STATION DESCRIPTION
 DA1411
 DA1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1411'STATION IS ABOUT 25 MILES W OF AJO AND ON THE HIGHEST POINT
 DA1411'OF THE MOUNTAIN IN THAT VICINITY.
 DA1411'
 DA1411'STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1411'HOLE IN OUTCROPPING BEDROCK.
 DA1411'
 DA1411'TO REACH, FOLLOW ROAD TOWARD PASS S OF THE MOUNTAIN LEADING
 DA1411'TO TONEYS RANCH.  JUST BEFORE DROPPING DOWN STEEP SLOPE TO
 DA1411'WINDMILL FOLLOW UP HIGHEST PART OF PASS TO MOUNTAIN.  FROM
 DA1411'HERE IT IS A TWO-MILE PACK OVER ROUGH, LOOSE, STEEP ROCK
 DA1411'TO HIGHEST POINT.
 DA1411
 DA1411                          STATION RECOVERY (1948)
 DA1411
 DA1411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1411'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 DA1411'
 DA1411'TO REACH FROM AJO, GO 3.7 MI N. ALONG STATE HWY. 85 TO RD. W.
 DA1411'FOLLOW THIS RD. 4.6 MI TO RD. FORKS.  TAKE RD. NW. 1.1 MI TO RD.
 DA1411'FORKS.  TAKE RD. W. 6.2 MI TO OLD CORRAL.  TURN NW. CROSS-COUNTRY
 DA1411'AS FAR AS POSSIBLE TO END OF TRUCK TRAVEL.  PACK SE. UP RIDGE TO
 DA1411'HIGHEST POINT AND STATION.  A 1-1/2 HOUR PACK.
 DA1411'
 DA1411'STATION MARK--NGS DISK STAMPED---GROWLER 1920---, IN SOLID ROCK.
 DA1411'
 DA1411'RM 1--NGS RM DISK, UNSTAMPED, IN LARGE LAVA ROCK.
 DA1411
 DA1411                          STATION RECOVERY (1962)
 DA1411
 DA1411'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1411'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 DA1411'CONDITION.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2176 ***********************************************************************
 DU2176  DESIGNATION -  GUADALUPE RAD STA KUPD CEN MST
 DU2176  PID         -  DU2176
 DU2176  STATE/COUNTY-  AZ/MARICOPA
 DU2176  USGS QUAD   -  TEMPE (1982)
 DU2176
 DU2176                         *CURRENT SURVEY CONTROL
 DU2176  ___________________________________________________________________
 DU2176* NAD 83(1992)-  33 22 32.63948(N)    111 57 58.85047(W)     ADJUSTED  
 DU2176* NAVD 88     -              **(meters)            **(feet)            
 DU2176  ___________________________________________________________________
 DU2176  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DU2176  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2176  HORZ ORDER  -  THIRD
 DU2176
 DU2176.The horizontal coordinates were established by classical geodetic methods
 DU2176.and adjusted by the National Geodetic Survey in August 1993.
 DU2176
 DU2176
 DU2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2176
 DU2176.The geoid height was determined by GEOID03.
 DU2176
 DU2176;                    North         East     Units Scale Factor Converg.
 DU2176;SPC AZ C     -   263,420.221   208,737.421   MT  0.99990026   -0 01 38.4
 DU2176;SPC AZ C     -   864,239.57    684,834.06   iFT  0.99990026   -0 01 38.4
 DU2176;UTM  12      - 3,693,359.058   410,110.727   MT  0.99969962   -0 31 53.9
 DU2176
 DU2176                          SUPERSEDED SURVEY CONTROL
 DU2176
 DU2176  NAD 83(1986)-  33 22 32.63328(N)    111 57 58.85543(W) AD(       ) 4
 DU2176  NAD 27      -  33 22 32.46400(N)    111 57 56.33400(W) AD(       ) 3
 DU2176
 DU2176.Superseded values are not recommended for survey control.
 DU2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2176.See file dsdata.txt to determine how the superseded data were derived.
 DU2176
 DU2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1011193359(NAD 83)
 DU2176_MARKER: 42 = RADIO/TV MAST
 DU2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2176+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DU2176
 DU2176  HISTORY     - Date     Condition        Report By
 DU2176  HISTORY     - 1962     FIRST OBSERVED   CGS
 DU2176  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU2176  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU2176  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 DU2176  HISTORY     - 20060814 GOOD             GEOCAC
 DU2176
 DU2176                          STATION DESCRIPTION
 DU2176
 DU2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2176'STATION IS LOCATED ABOUT 1/4 MILE NORTH-NORTHWEST OF GUADALUPE.
 DU2176'IT IS THE CENTER ONE OF THREE IDENTICAL MASTS, WHICH ARE
 DU2176'PAINTED RED AND WHITE AND ARE APPROXIMATELY 237 FEET HIGH.
 DU2176'
 DU2176'TO REACH FROM THE POST OFFICE IN GUADALUPE, GO NORTH ON 56 TH.
 DU2176'STREET FOR 0.25 MILE, TURN LEFT AND GO WEST ON BEVERLY ROAD
 DU2176'FOR 0.2 MILE TO A DRIVEWAY AND THE THREE MASTS ON THE RIGHT.
 DU2176'
 DU2176'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF CENTER MAST.
 DU2176
 DU2176                          STATION RECOVERY (2003)
 DU2176
 DU2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU2176'NOT RECOVERED.    THIS IS, AND WAS A OLD RADIO STATION. THE PLACE WAS
 DU2176'ONCE ON A SMALL LOT. NOW IS ON A LARGE LOT WITH A LARGE ELECTIC FECNE
 DU2176'AT THE FREEWAY. INTERSTATE 10.   BESIDES A PRIVATE FENCE IS ANOTHER
 DU2176'FENCE INSIDE THIS ELECTRIC FENCE WITH THREE LARGE ANTENNAS. VERY BIG
 DU2176'WITH MORE FENCING AROUND EACH ONE OF THE THREE.  THE RADIO STATION IS
 DU2176'ALSO ENCLOSED. IT IS NOW A ROCK STATION. NO ONE CAN CASUALLY WALK IN.
 DU2176
 DU2176                          STATION RECOVERY (2003)
 DU2176
 DU2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU2176'NOT RECOVERED.    THIS IS, AND WAS A OLD RADIO STATION. THE PLACE WAS
 DU2176'ONCE ON A SMALL LOT. NOW IS ON A LARGE LOT WITH A LARGE ELECTRIC FECNE
 DU2176'AT THE FREEWAY. INTERSTATE 10.   BESIDES A PRIVATE FENCE IS ANOTHER
 DU2176'FENCE INSIDE THIS ELECTRIC FENCE WITH THREE LARGE ANTENNAS. VERY BIG
 DU2176'WITH MORE FENCING AROUND EACH ONE OF THE THREE.  THE RADIO STATION IS
 DU2176'ALSO ENCLOSED. IT IS NOW A ROCK STATION. NO ONE CAN CASUALLY WALK IN.
 DU2176
 DU2176                          STATION RECOVERY (2003)
 DU2176
 DU2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU2176'KUPD RADIO STATION TOWERS WERE NOT AT THE LOCATION AS DESCRIBED IN THE
 DU2176'LOCATION INSTRUCTIONS.  LOOKED IN AREA AS DESCRIBED IN DESCRIPTION AND
 DU2176'NO MARKERS TO BE FOUND.  THE TOWERS NOW HAVE VERY HIGH VOLTAGE AROUND
 DU2176'THEM SO WE COULD NOT GET IN TO INVESTIGATE BASES OF TOWERS.
 DU2176
 DU2176                          STATION RECOVERY (2006)
 DU2176
 DU2176'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1282 ***********************************************************************
 DA1282  DESIGNATION -  GUADU
 DA1282  PID         -  DA1282
 DA1282  STATE/COUNTY-  AZ/PIMA
 DA1282  USGS QUAD   -  KINO PEAK (1990)
 DA1282
 DA1282                         *CURRENT SURVEY CONTROL
 DA1282  ___________________________________________________________________
 DA1282* NAD 83(1992)-  32 02 12.84624(N)    112 58 41.18209(W)     ADJUSTED  
 DA1282* NAVD 88     -       794.4    (meters)    2606.     (feet)  VERTCON   
 DA1282  ___________________________________________________________________
 DA1282  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DA1282  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DA1282  HORZ ORDER  -  THIRD
 DA1282
 DA1282.The horizontal coordinates were established by classical geodetic methods
 DA1282.and adjusted by the National Geodetic Survey in August 1993.
 DA1282
 DA1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1282
 DA1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1282
 DA1282.The geoid height was determined by GEOID03.
 DA1282
 DA1282;                    North         East     Units Scale Factor Converg.
 DA1282;SPC AZ C     -   115,451.169   113,108.940   MT  1.00002391   -0 33 47.2
 DA1282;SPC AZ C     -   378,776.80    371,092.32   iFT  1.00002391   -0 33 47.2
 DA1282;UTM  12      - 3,546,236.788   313,215.826   MT  1.00003027   -1 02 58.6
 DA1282
 DA1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1282!SPC AZ C     -   0.99988036  x   1.00002391  =   0.99990426
 DA1282!UTM  12      -   0.99988036  x   1.00003027  =   0.99991062
 DA1282
 DA1282:                Primary Azimuth Mark                     Grid Az
 DA1282:SPC AZ C     -  QUITOVAGUITA                             266 05 47.6
 DA1282:UTM  12      -  QUITOVAGUITA                             266 34 59.0
 DA1282
 DA1282|---------------------------------------------------------------------|
 DA1282| PID    Reference Object                     Distance      Geod. Az  |
 DA1282|                                                           dddmmss.s |
 DA1282| DA1412 QUITOVAGUITA                        APPROX.15.9 KM 2653200.4 |
 DA1282|---------------------------------------------------------------------|
 DA1282
 DA1282                          SUPERSEDED SURVEY CONTROL
 DA1282
 DA1282  NAD 83(1986)-  32 02 12.82488(N)    112 58 41.18637(W) AD(       ) 3
 DA1282  NGVD 29 (06/20/88)  793.7    (m)         2604.     (f) VERT ANG    3  
 DA1282
 DA1282.Superseded values are not recommended for survey control.
 DA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1282.See file dsdata.txt to determine how the superseded data were derived.
 DA1282
 DA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA1321646237(NAD 83)
 DA1282_MARKER: DS = TRIANGULATION STATION DISK
 DA1282_SETTING: 80 = SET IN A BOULDER
 DA1282_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1282+STABILITY: SURFACE MOTION
 DA1282
 DA1282  HISTORY     - Date     Condition        Report By
 DA1282  HISTORY     - 1962     MONUMENTED       USGS
 DA1282
 DA1282                          STATION DESCRIPTION
 DA1282
 DA1282'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1282'LOCATED ABOUT 24.3 MI SSW. OF AJO, 16.6 MI NW. OF LUKEVILLE.  ON
 DA1282'HIGHEST PART OF SMALL GROUP OF DARK HILLS KNOWN AS AGUA DULCE
 DA1282'MOUNTAINS, NEAR NORTH END OF N.-S. RIDGE AT HIGHEST POINT IN
 DA1282'GROUP OF LARGE LAVA BOULDERS, SOME OF WHICH ARE ABOUT 4 FT HIGHER
 DA1282'THAN STATION MARK.
 DA1282'
 DA1282'REACHED BY HELICOPTER.
 DA1282'
 DA1282'STATION MARK--STANDARD TABLET STAMPED---GUADU 1962---, CEMENTED IN
 DA1282'DRILL HOLE IN TOP OF ROCK 0.3 FT ABOVE GROUND.
 DA1282'
 DA1282'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, WEDGED IN DRILL
 DA1282'HOLE IN TOP OF LAVA BOULDER.
 DA1282'
 DA1282'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, WEDGED IN DRILL
 DA1282'HOLE IN TOP OF LARGE LAVA BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1007 ***********************************************************************
 CG1007  DESIGNATION -  GUAJOLOTE
 CG1007  PID         -  CG1007
 CG1007  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1007  USGS QUAD   -  CUMERO CANYON (1981)
 CG1007
 CG1007                         *CURRENT SURVEY CONTROL
 CG1007  ___________________________________________________________________
 CG1007* NAD 83(1992)-  31 24 39.41245(N)    110 45 07.30924(W)     ADJUSTED  
 CG1007* NAVD 88     -      1979.0    (meters)    6493.     (feet)  VERTCON   
 CG1007  ___________________________________________________________________
 CG1007  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 CG1007  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CG1007  HORZ ORDER  -  THIRD
 CG1007
 CG1007.The horizontal coordinates were established by classical geodetic methods
 CG1007.and adjusted by the National Geodetic Survey in August 1993.
 CG1007
 CG1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1007
 CG1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1007
 CG1007.The geoid height was determined by GEOID03.
 CG1007
 CG1007;                    North         East     Units Scale Factor Converg.
 CG1007;SPC AZ C     -    46,145.100   324,100.324   MT  1.00005121   +0 36 25.3
 CG1007;SPC AZ C     -   151,394.69  1,063,321.27   iFT  1.00005121   +0 36 25.3
 CG1007;UTM  12      - 3,475,173.320   523,570.594   MT  0.99960685   +0 07 45.2
 CG1007
 CG1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1007!SPC AZ C     -   0.99969387  x   1.00005121  =   0.99974506
 CG1007!UTM  12      -   0.99969387  x   0.99960685  =   0.99930084
 CG1007
 CG1007|---------------------------------------------------------------------|
 CG1007| PID    Reference Object                     Distance      Geod. Az  |
 CG1007|                                                           dddmmss.s |
 CG1007| CC6622 GUAJOLOTE RM 1                        3.942 METERS 09736     |
 CG1007| CC6623 GUAJOLOTE RM 2                        5.201 METERS 23745     |
 CG1007| CC6621 GUAJOLOTE AZ MK                                    3041914.2 |
 CG1007| CG1006 THREER                              APPROX. 4.6 KM 3440733.2 |
 CG1007|---------------------------------------------------------------------|
 CG1007
 CG1007                          SUPERSEDED SURVEY CONTROL
 CG1007
 CG1007  NAD 83(1986)-  31 24 39.39962(N)    110 45 07.30233(W) AD(       ) 3
 CG1007  NAD 27      -  31 24 39.04600(N)    110 45 04.99800(W) AD(       ) 3
 CG1007  NGVD 29 (07/19/86) 1978.0    (m)         6489.     (f) VERT ANG    3  
 CG1007
 CG1007.Superseded values are not recommended for survey control.
 CG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1007.See file dsdata.txt to determine how the superseded data were derived.
 CG1007
 CG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV2357175173(NAD 83)
 CG1007_MARKER: DS = TRIANGULATION STATION DISK
 CG1007_SETTING: 66 = SET IN ROCK OUTCROP
 CG1007
 CG1007  HISTORY     - Date     Condition        Report By
 CG1007  HISTORY     - 1936     MONUMENTED       CGS
 CG1007  HISTORY     - 1968     GOOD             AMS
 CG1007  HISTORY     - 1972     GOOD             AZHD
 CG1007
 CG1007                          STATION DESCRIPTION
 CG1007
 CG1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1007'THE STATION IS ON THE NW AND HIGHEST POINT OF A PROMINENT PEAK,
 CG1007'ABOUT 11 MILES E AND 5 MILES N OF NOGALES ON THE SUMMIT OF THE
 CG1007'PATAGONIA RANGE, ABOUT 3 MILES N OF MT. WASHINGTON AND ABOUT
 CG1007'1-1/2 MILES N OF THE HIGHWAY AS IT GOES OVER THE SADDLE TO
 CG1007'THE TOWN OF WASHINGTON.  THE STATION HILL APPEARS AS A LONE
 CG1007'PEAK FROM THE VICINITY OF NOGALES.
 CG1007'
 CG1007'R.M. NO. 1 IS E OF THE STATION SET IN AN OUTCROP FLUSH WITH
 CG1007'THE GROUND.
 CG1007'
 CG1007'R.M. NO. 2 IS SW OF THE STATION SET IN A ROCK OUTCROP PROJECTING
 CG1007'ABOUT 2-1/2 FEET ABOVE THE GROUND.
 CG1007'
 CG1007'THE AZIMUTH MARK IS THE TRIANGULATION STATION THREER WHICH
 CG1007'IS 3 MILES NNW OF THE STATION.  THREER PEAK IS IN RANGE WITH
 CG1007'BALDY PEAK FROM GUAJOLOTE.
 CG1007'
 CG1007'4-FT. STAND SEES ALL OBJECTS.
 CG1007'
 CG1007'A 40-MINUTE PACK STATION.
 CG1007'
 CG1007'STATION CAN BE REACHED FROM NOGALES BY GOING NE ON NO. 82
 CG1007'TO THE SANTA CRUZ RIVER A DISTANCE OF ABOUT 5 MILES, ABOUT
 CG1007'200 YARDS PAST THE BRIDGE, TAKE THE RIGHT FORK AT A SCHOOL
 CG1007'HOUSE AND FOLLOW THE ROAD GENERALLY E FOR 11.8 MILES TO THE
 CG1007'TOP OF SADDLE AND CATTLE GUARD ON THE ROAD.  CONTINUE DOWN
 CG1007'THE MOUNTAIN 1.6 MILES, TURNING LEFT ON AN IMPROVED ROAD AND
 CG1007'GOING N FOR 3.5 MILES TO A MAIL BOX THAT IS HOME MADE AND
 CG1007'PAINTED GREEN WITH THE NAME HAIST PRINTED ON IT.  TURN LEFT AT
 CG1007'THIS POINT AND FOLLOWING MEANDERING ROAD SW, W AND THEN NW UP
 CG1007'A CANYON FOR ALL ROUGH AND ROCKY FOR 2.8 MILES TO A SMALL
 CG1007'ROCK HOUSE ON THE RIGHT.  PASS THE HOUSE AND GO 50 YARDS TO A
 CG1007'FORK TAKING THE LEFT FORK TO THE NW AND FOLLOW A DIM TRACK
 CG1007'ROAD FOR 0.4 MILE WHICH IS THE END OF THE TRUCK TRAVEL.  CLUMB
 CG1007'THE MOUNTAIN TO THE RIDGE AND FOLLOW ALONG THE RIDGE TO THE
 CG1007'HIGHEST POINT ON THE NW.  THE STATION BEING LOCATED HERE.
 CG1007
 CG1007                          STATION RECOVERY (1968)
 CG1007
 CG1007'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CG1007'MARK IS LOCATED APPROXIMATELY 11.5 AIRMILES (ENE) OF NOGALES.
 CG1007'9.5 AIRMILES (S) OF PATAGONIA.
 CG1007'
 CG1007'TO REACH MARK FROM INTERSECTION OF STATE HIGHWAY 82 AND U.S.
 CG1007'HYW 89 IN NOGALES GO (W) ON HWY 82 FOLLOWING INTERCHANGE OVER
 CG1007'U.S. HWY 89 AND GO (NW) FOR 4.6 MILES TO A SIGN WASHINGTON
 CG1007'CAMP AND GRAVEL ROAD RIGHT.  TURN RIGHT AFTER PASSING SCHOOLHOUSE
 CG1007'AND GO (ESE) FOR 11.3 MILES TO TOP OF A SADDLE AND CATTLE
 CG1007'GUARD.  CONTINUE (ESE) FOR 1.6 MILES TO INTERSECTION WITH
 CG1007'DIRT ROAD LEFT AND SIGN U.S. 58 AND SIGN PATAGONIA 18,
 CG1007'CORONADO NATIONAL FOREST.  TURN LEFT (NNW) AND GO 3.3 MILES TO
 CG1007'INTERSECTION WITH DIRT ROAD (LEFT) AND SIGN UX RANCH, MOWRY
 CG1007'1.  TURN LEFT (WNW) AND GO 0.1 MILE TO A GATE AND Y
 CG1007'INTERSECTION.  TAKE LEFT FORK (S) ON A POOR DIRT ROAD FOR 2.5
 CG1007'MILES TO ROAD RIGHT.  TURN RIGHT (N) AND GO 0.2 MILE TO Y
 CG1007'INTERSECTION.  TAKE LEFT FORK (SSW) ON DIM TRACK ROAD FOR
 CG1007'0.4 MILE AND END OF JEEP TRAVEL.  PACK (W) TO HIGHEST
 CG1007'POINT ON HILL AND STATION SITE (PACK TIME--40 MINUTES).
 CG1007'
 CG1007'STATION IS LOCATED ON THE (NW) MOST PROMINENT POINT OF A
 CG1007'LONE PEAK IN THE PATAGONIA MOUNTAINS.  STATION IS MARKED BY
 CG1007'A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 0.05 M ABOVE
 CG1007'GROUND.  STAMPED GUAJOLOTE 1936.
 CG1007'
 CG1007'R.M. 1 IS A USC AND GS BRONZE DISK CEMENTED FLUSH WITH THE
 CG1007'GROUND.  STAMPED GUAJOLOTE NO 1 1936.  IT IS LOCATED 3.94 M
 CG1007'(E) OF MARK ON A MAG. AZ. OF 98 DEG AND A DE OF +0.10 M.
 CG1007'
 CG1007'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A ROCK OUTCROP
 CG1007'PROTRUDING 0.48 M.  STAMPED GUAJOLOTE NO 2 1936.  IT IS LOCATED
 CG1007'5.20 M (WSW) OF MARK ON A MAG. AZ. OF 239 DEG AND A DE OF
 CG1007'+0.51 M.
 CG1007'
 CG1007'AZIMUTH MARK WAS NOT OBSERVED.  CONDITION OF ALL EXISTING
 CG1007'MARKS IS EXCELLENT.  VIEW IS GOOD IN ALL DIRECTIONS EXCEPT
 CG1007'IN MAG. AZ. AREA 330 DEG-40 DEG (TREES ON SAME HILL).
 CG1007
 CG1007                          STATION RECOVERY (1972)
 CG1007
 CG1007'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1007'A.  GENERAL LOCATION THE STATION AND THE REFERENCE MARKS
 CG1007'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 CG1007'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1175 ***********************************************************************
 CZ1175  DESIGNATION -  GUANO
 CZ1175  PID         -  CZ1175
 CZ1175  STATE/COUNTY-  AZ/PINAL
 CZ1175  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1175
 CZ1175                         *CURRENT SURVEY CONTROL
 CZ1175  ___________________________________________________________________
 CZ1175* NAD 83(1992)-  32 48 24.75553(N)    111 40 15.18761(W)     ADJUSTED  
 CZ1175* NAVD 88     -       451.56   (+/-2cm)    1481.5    (feet)  VERTCON   
 CZ1175  ___________________________________________________________________
 CZ1175  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ1175  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1175  HORZ ORDER  -  FIRST
 CZ1175  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1175
 CZ1175.The horizontal coordinates were established by classical geodetic methods
 CZ1175.and adjusted by the National Geodetic Survey in August 1993.
 CZ1175
 CZ1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1175.The vertical order pertains to the NGVD 29 superseded value.
 CZ1175
 CZ1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1175
 CZ1175.The geoid height was determined by GEOID03.
 CZ1175
 CZ1175;                    North         East     Units Scale Factor Converg.
 CZ1175;SPC AZ C     -   200,362.510   236,376.682   MT  0.99990653   +0 07 59.4
 CZ1175;SPC AZ C     -   657,357.32    775,514.05   iFT  0.99990653   +0 07 59.4
 CZ1175;UTM  12      - 3,630,076.826   437,191.901   MT  0.99964864   -0 21 48.6
 CZ1175
 CZ1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1175!SPC AZ C     -   0.99993383  x   0.99990653  =   0.99984037
 CZ1175!UTM  12      -   0.99993383  x   0.99964864  =   0.99958250
 CZ1175
 CZ1175|---------------------------------------------------------------------|
 CZ1175| PID    Reference Object                     Distance      Geod. Az  |
 CZ1175|                                                           dddmmss.s |
 CZ1175| CZ2051 SUNLAND GIN RD STA 21+00             21.463 METERS 04611     |
 CZ1175| CZ1174 GUANO RM 1                            9.138 METERS 09049     |
 CZ1175| CZ2049 KEITH                               APPROX. 5.1 KM 1902217.0 |
 CZ1175| CZ1176 GUANO RM 2                            8.684 METERS 20235     |
 CZ1175| CZ2050 GUANO POINT A                        29.379 METERS 23528     |
 CZ1175| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX.10.9 KM 3152822.3 |
 CZ1175| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX. 8.5 KM 3174339.2 |
 CZ1175| CH5264 GUANO AZ MK                                        3581115.9 |
 CZ1175| CZ1405 GUANO AZ MK RESET                                  3593447.1 |
 CZ1175|---------------------------------------------------------------------|
 CZ1175
 CZ1175                          SUPERSEDED SURVEY CONTROL
 CZ1175
 CZ1175  NAD 83(1986)-  32 48 24.75014(N)    111 40 15.18803(W) AD(       ) 1
 CZ1175  NAD 27      -  32 48 24.53900(N)    111 40 12.73520(W) AD(       ) 1
 CZ1175  NGVD 29 (??/??/92)  450.998  (m)         1479.65   (f) ADJ UNCH    1 2
 CZ1175
 CZ1175.Superseded values are not recommended for survey control.
 CZ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1175.See file dsdata.txt to determine how the superseded data were derived.
 CZ1175
 CZ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3719230077(NAD 83)
 CZ1175_MARKER: DS = TRIANGULATION STATION DISK
 CZ1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1175_STAMPING: GUANO 1960
 CZ1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1175+STABILITY: SURFACE MOTION
 CZ1175
 CZ1175  HISTORY     - Date     Condition        Report By
 CZ1175  HISTORY     - 1960     MONUMENTED       CGS
 CZ1175  HISTORY     - 1962     GOOD             CGS
 CZ1175  HISTORY     - 1966     GOOD             AMS
 CZ1175  HISTORY     - 1971     GOOD             NGS
 CZ1175  HISTORY     - 1971     GOOD             NGS
 CZ1175  HISTORY     - 1972     GOOD             AZHD
 CZ1175  HISTORY     - 1975     GOOD             AZDT
 CZ1175  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1175
 CZ1175                          STATION DESCRIPTION
 CZ1175
 CZ1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1175'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF CASA GRANDE
 CZ1175'AND 1 MILE SOUTH OF ARIZONA STATE HIGHWAY 84 ON FLAT DESERT.
 CZ1175'
 CZ1175'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1175'SOUTHEAST TOWARD TUCSON ON ARIZONA STATE HIGHWAY 84 FOR 6.0
 CZ1175'MILES TO SUNLAND GIN ROAD ON THE RIGHT, TURN RIGHT AND GO
 CZ1175'1.1 MILES TO THE STATION ON THE LEFT.
 CZ1175'
 CZ1175'THE STATION MARK IS A STANDARD DISK STAMPED GUANO 1960, SET
 CZ1175'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT
 CZ1175'IS 60 FEET SOUTH OF A DIM TRACK ROAD, 50 FEET EAST OF THE
 CZ1175'CENTER OF SUNLAND GIN ROAD, 16 FEET EAST OF A FENCE CORNER
 CZ1175'AND 1.8 FEET SOUTH OF A WITNESS POST.
 CZ1175'
 CZ1175'R.M. 1 IS A STANDARD DISK STAMPED GUANO NO 1 1960, SET IN A
 CZ1175'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 29.8
 CZ1175'FEET EAST OF THE WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 CZ1175'
 CZ1175'R.M. 2 IS A STANDARD DISK STAMPED GUANO NO 2 1960, SET IN A
 CZ1175'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 30.3
 CZ1175'FEET SOUTH OF THE WITNESS POST, 3 FEET NORTH OF A DEEP DUG
 CZ1175'WELL AND 0.5 FOOT EAST OF A WIRE FENCE.
 CZ1175'
 CZ1175'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUANO 1960, SET
 CZ1175'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 CZ1175'IS 36 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 26 FEET
 CZ1175'EAST OF THE SOUTHEAST CORNER OF A PIG PEN.
 CZ1175'
 CZ1175'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON
 CZ1175'SUNLAND GIN ROAD FOR 0.45 MILE TO A PIG PEN AND THE MARK ON
 CZ1175'THE LEFT.
 CZ1175
 CZ1175                          STATION RECOVERY (1962)
 CZ1175
 CZ1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1175'STATION WAS RECOVERED AND STATION MARK, R.M. NO. 1 AND R.M. NO. 2
 CZ1175'WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD
 CZ1175'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AND A NEW
 CZ1175'AZIMUTH MARK WAS ESTABLISHED.  THE DIRECTION TO REFERENCE
 CZ1175'MARKS CHECKED WITH THE ORIGINAL DESCRIPTION.  A SLIGHT DIFFERENCE
 CZ1175'WAS FOUND IN THE DISTANCE TO R.M. NO. 2.
 CZ1175'
 CZ1175'A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ1175'
 CZ1175'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF CASA GRANDE
 CZ1175'AND 1 MILE SOUTH OF STATE ROUTE 84.
 CZ1175'
 CZ1175'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1175'SOUTHEAST ON STATE ROUTE 84 FOR 6.0 MILES TO SUNLAND GIN ROAD
 CZ1175'ON RIGHT, TURN RIGHT AND GO SOUTH FOR 0.65 MILE TO AZIMUTH
 CZ1175'MARK ON LEFT, CONTINUE SOUTH 0.5 MILE TO STATION AT FENCE
 CZ1175'CORNER ON LEFT.
 CZ1175'
 CZ1175'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED GUANO
 CZ1175'1960, IS SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CZ1175'ABOUT 5 INCHES ABOVE THE GROUND.  THE MARK IS 60 FEET SOUTH
 CZ1175'OF A DIM TRACK ROAD, 51 FEET EAST OF CENTER OF ROAD, 11.5
 CZ1175'FEET EAST OF FENCE CORNER AND 1.8 FEET SOUTH OF WITNESS POST.
 CZ1175'
 CZ1175'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GUANO NO 1
 CZ1175'1960, IS SET IN TOP A SQUARE CONCRETE POST WHICH PROJECTS
 CZ1175'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS IN THE FENCE
 CZ1175'LINE, 81 FEET EAST OF CENTER OF ROAD AND 29.9 FEET EAST OF
 CZ1175'THE WITNESS POST.
 CZ1175'
 CZ1175'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GUANO NO
 CZ1175'2 1960, IS SET IN TOP OF A SQUARE CONCRETE POST WHICH IS
 CZ1175'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 40 FEET
 CZ1175'EAST OF CENTER OF ROAD, 30 FEET SOUTHWEST OF THE WITNESS POST
 CZ1175'AND 27 FEET SOUTH OF THE FENCE CORNER.
 CZ1175'
 CZ1175'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED GUANO 1960
 CZ1175'RESET 1962, IS SET IN TOP OF A ROUND CONCRETE POST WHICH
 CZ1175'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 CZ1175'MARK IS 33 FEET EAST OF CENTER OF ROAD, 5 FEET SOUTH OF POWER
 CZ1175'POLE AND 2.3 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 CZ1175'
 CZ1175'HEIGHT OF LIGHT ABOVE STATION MARK 4.25 METERS.
 CZ1175
 CZ1175                          STATION RECOVERY (1966)
 CZ1175
 CZ1175'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (CCS)
 CZ1175'STATION MARK AND REFERENCE MARK WERE FOUND IN GOOD CONDITION
 CZ1175'AND DESCRIPTION ADEQUATE.
 CZ1175
 CZ1175                          STATION RECOVERY (1971)
 CZ1175
 CZ1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1175'THE STATION MARK, REFERENCE MARK 1 AND THE 1962 AZIMUTH MARK WERE
 CZ1175'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2 IS
 CZ1175'BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION.  THE DISTANCE AND
 CZ1175'DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY WITH THE 1962
 CZ1175'DATA.  A NEW REFERENCE MARK WAS ESTABLISHED AT THIS TIME.  THE
 CZ1175'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  A COMPLETE NEW
 CZ1175'DESCRIPTION FOLLOWS--
 CZ1175'
 CZ1175'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF CASA GRANDE, 3
 CZ1175'MILES NORTHEAST OF TOLTEC AND JUST SOUTH OF INTERSTATE HIGHWAY 8 AT
 CZ1175'THE SUNLAND GIN ROAD EXIT.
 CZ1175'
 CZ1175'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS ON INTERSTATE
 CZ1175'HIGHWAY 10 AT THE SUNLAND GIN ROAD EXIT ABOUT 7 MILES SOUTHEAST OF
 CZ1175'CASA GRANDE GO SOUTH ON SUNLAND GIN ROAD FOR 0.2 MILE TO THE MARK
 CZ1175'ON THE LEFT AT AN ENCO SERVICE STATION.
 CZ1175'
 CZ1175'THE STATION MARK IS A STANDARD DISK STAMPED GUANO 1960, SET IN THE
 CZ1175'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CZ1175'ABOVE THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE CENTER OF
 CZ1175'SUNLAND GIN ROAD, 6 FEET NORTHWEST OF A 12 X 12 INCH STEEL POLE
 CZ1175'WITH AN ENCO SIGN ON TOP AND 2.5 FEET SOUTHWEST OF AN ARIZONA
 CZ1175'HIGHWAY DEPARTMENT WITNESS POST MARKED 21+4885.
 CZ1175'
 CZ1175'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUANO NO 1 1960, SET IN
 CZ1175'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 CZ1175'THE GROUND SURFACE.  IT IS 30 FEET EAST OF AN ARIZONA HIGHWAY
 CZ1175'DEPARTMENT WITNESS POST MARKED 21+4885, 25 FEET EAST OF AN ENCO
 CZ1175'SIGN AND 25 FEET WEST OF A 40 FOOT POLE WITH AN ENCO SIGN ON TOP.
 CZ1175'
 CZ1175'REFERENCE MARK 3 IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CZ1175'21+00 1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 CZ1175'6-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 CZ1175'SURFACE.  IT IS 2 FEET SOUTH-SOUTHWEST OF AN ARIZONA HIGHWAY
 CZ1175'DEPARTMENT WITNESS POST MARKED 21+00 AND 0.5 FOOT WEST OF A
 CZ1175'CORNER FENCE POST.
 CZ1175'
 CZ1175'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUANO 1960 RESET 1962,
 CZ1175'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CZ1175'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 31
 CZ1175'FEET EAST OF THE CENTER OF THE SUNLAND GIN ROAD AND 2 FEET
 CZ1175'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 CZ1175'
 CZ1175'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SUNLAND GIN
 CZ1175'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CZ1175'
 CZ1175'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 CZ1175'
 CZ1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 CZ1175'OF TOLTEC.
 CZ1175
 CZ1175                          STATION RECOVERY (1971)
 CZ1175
 CZ1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1175'7.1 MI SE FROM CASA GRANDE.
 CZ1175'0.2 MILE SOUTH ALONG SUNLAND GIN ROAD FROM THE CENTER OF THE OVERPASS
 CZ1175'ON INTERSTATE HIGHWAY 10, 50 FEET EAST OF THE CENTER OF SUNLAND GIN
 CZ1175'ROAD, 2.5 FEET SOUTHWEST OF AN ARIZONA HIGHWAY DEPARTMENT WITNESS POST
 CZ1175'MARKED 21+4885, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CZ1175'PROJECTING 4 INCHES.  CORNER OF SW 1/4, SEC 18, T 7 S, R 7 E.
 CZ1175
 CZ1175                          STATION RECOVERY (1972)
 CZ1175
 CZ1175'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CZ1175'GENERAL LOCATION CASA GRANDE, ARIZONA.  INTERSTATE 10
 CZ1175'AND SUNLAND GIN ROAD.
 CZ1175'
 CZ1175'TO REACH FROM THE TOP OF THE SUNLAND GIN OVERPASS ACROSS
 CZ1175'INT. 10, SOUTH TO THE BOTTOM OF THE GRADE, ABOUT 0.1 MILES,
 CZ1175'AND TO THE STATION ON THE LEFT, AT THE NORTHWEST CORNER OF A
 CZ1175'GULF SERVICE STATION.
 CZ1175'
 CZ1175'STATION MARK IS A STANDARD USC AND GS TRIANGULATION BRASS
 CZ1175'CAP, SET IN A 12 IN SQUARE CONCRETE POST, UP 0.5 FT 60 FT EAST
 CZ1175'OF THE CENTERLINE OF SUNLAND GIN ROAD, AND ON THE WEST EDGE
 CZ1175'OF THE SURFACING OF THE SERVICE STATION.  STAMPED, GUANO 1960
 CZ1175'
 CZ1175'REFERENCE MARKS R.M. NO. 2 IS EITHER DESTROYED OR UNDER
 CZ1175'THE SURFACING.  R.M. NO. 1 IS A STANDARD USC AND GS REFERENCE
 CZ1175'MARK BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST, FLUSH
 CZ1175'WITH THE GROUND.  30 FT EAST OF THE MAIN STATION.  ST. GUANO NO 1.
 CZ1175'
 CZ1175'AZIMUTH MARK THE AZIMUTH MARK IS A STANDARD USC AND GS
 CZ1175'REFERENCE MARK BRASS CAP SET IN A 10 IN CYLYNDRICAL CONCRETE
 CZ1175'POST, UP 0.5 FT.  STAMPED, GUANO 1960 RESET, ABOUT 35 FT EAST
 CZ1175'OF THE CENTERLINE OF SUNLAND GIN ROAD.  CONSTRUCTION OF THE
 CZ1175'OVERPASS HAS MADE IT IMPOSSIBLE TO SEE TO GUANO WITHOUT A TOWER.
 CZ1175
 CZ1175                          STATION RECOVERY (1975)
 CZ1175
 CZ1175'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1175'FROM THE TOP OF THE OVERPASS OF SUNLAND GIN ROAD OVER I-10, SOUTH ON
 CZ1175'SUNLAND GIN ROAD FOR ABOUT 0.15 MILES TO THE BOTTOM OF THE OVERPASS
 CZ1175'AND A SERVICE STATION ON THE LEFT AND TO THE STATION.  50 FT. EAST OF
 CZ1175'THE CENTERLINE OF SUNLAND GIN ROAD.  2 FT. NORTHWEST OF THE A CONCRETE
 CZ1175'CURBING SURROUNDING AN EXXON SIGN.  A USC AND GS TRIANGULATION BRASS
 CZ1175'CAP, SET IN A SQUARE 12 IN. CONCRETE POST, UP 0.5 FT.
 CZ1175
 CZ1175                          STATION RECOVERY (2007)
 CZ1175
 CZ1175'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1175'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1405 ***********************************************************************
 CZ1405  DESIGNATION -  GUANO AZ MK RESET
 CZ1405  PID         -  CZ1405
 CZ1405  STATE/COUNTY-  AZ/PINAL
 CZ1405  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1405
 CZ1405                         *CURRENT SURVEY CONTROL
 CZ1405  ___________________________________________________________________
 CZ1405* NAD 83(1986)-  32 48 50.     (N)    111 40 14.     (W)     SCALED    
 CZ1405* NAVD 88     -       450.32   (+/-2cm)    1477.4    (feet)  VERTCON   
 CZ1405  ___________________________________________________________________
 CZ1405  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1405
 CZ1405.The horizontal coordinates were scaled from a topographic map and have
 CZ1405.an estimated accuracy of +/- 6 seconds.
 CZ1405
 CZ1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1405.The vertical order pertains to the NGVD 29 superseded value.
 CZ1405
 CZ1405.The geoid height was determined by GEOID03.
 CZ1405
 CZ1405;                    North         East    Units  Estimated Accuracy
 CZ1405;SPC AZ C     -   201,140.      236,410.      MT  (+/- 180 meters Scaled)
 CZ1405
 CZ1405                          SUPERSEDED SURVEY CONTROL
 CZ1405
 CZ1405  NGVD 29 (??/??/92)  449.775  (m)         1475.64   (f) ADJ UNCH    2 0
 CZ1405
 CZ1405.Superseded values are not recommended for survey control.
 CZ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1405.See file dsdata.txt to determine how the superseded data were derived.
 CZ1405
 CZ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB372308(NAD 83)
 CZ1405_MARKER: DZ = AZIMUTH MARK DISK
 CZ1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1405_STAMPING: GUANO 1960 RESET 1962
 CZ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1405+STABILITY: SURFACE MOTION
 CZ1405
 CZ1405  HISTORY     - Date     Condition        Report By
 CZ1405  HISTORY     - 1962     MONUMENTED       CGS
 CZ1405  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1405
 CZ1405                          STATION DESCRIPTION
 CZ1405
 CZ1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1405'6.65 MI SE FROM CASA GRANDE.
 CZ1405'6.0 MLES SOUTHEAST ALONG STATE HIGHWAY 93-84 FROM THE POST OFFICE AT
 CZ1405'CASA GRANDE, THENCE 0.65 MILE SOUTH ALONG THE SUNLAND GIN ROAD 33 FEET
 CZ1405'EAST OF THE CENTER OF THE ROAD, 5.0 FEET SOUTH OF A POWER POLE, 2.3
 CZ1405'FEET NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CZ1405'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ1405
 CZ1405                          STATION RECOVERY (2007)
 CZ1405
 CZ1405'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1405'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1174 ***********************************************************************
 CZ1174  DESIGNATION -  GUANO RM 1
 CZ1174  PID         -  CZ1174
 CZ1174  STATE/COUNTY-  AZ/PINAL
 CZ1174  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1174
 CZ1174                         *CURRENT SURVEY CONTROL
 CZ1174  ___________________________________________________________________
 CZ1174* NAD 83(1986)-  32 48 25.     (N)    111 40 15.     (W)     SCALED    
 CZ1174* NAVD 88     -       451.94   (+/-2cm)    1482.7    (feet)  VERTCON   
 CZ1174  ___________________________________________________________________
 CZ1174  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1174
 CZ1174.The horizontal coordinates were scaled from a topographic map and have
 CZ1174.an estimated accuracy of +/- 6 seconds.
 CZ1174
 CZ1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1174.The vertical order pertains to the NGVD 29 superseded value.
 CZ1174
 CZ1174.The geoid height was determined by GEOID03.
 CZ1174
 CZ1174;                    North         East    Units  Estimated Accuracy
 CZ1174;SPC AZ C     -   200,370.      236,380.      MT  (+/- 180 meters Scaled)
 CZ1174
 CZ1174                          SUPERSEDED SURVEY CONTROL
 CZ1174
 CZ1174  NGVD 29 (??/??/92)  451.385  (m)         1480.92   (f) ADJ UNCH    2 0
 CZ1174
 CZ1174.Superseded values are not recommended for survey control.
 CZ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1174.See file dsdata.txt to determine how the superseded data were derived.
 CZ1174
 CZ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB371300(NAD 83)
 CZ1174_MARKER: DR = REFERENCE MARK DISK
 CZ1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1174_STAMPING: GUANO NO 1 1960
 CZ1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1174+STABILITY: SURFACE MOTION
 CZ1174
 CZ1174  HISTORY     - Date     Condition        Report By
 CZ1174  HISTORY     - 1960     MONUMENTED       CGS
 CZ1174  HISTORY     - 1971     GOOD             NGS
 CZ1174  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1174
 CZ1174                          STATION DESCRIPTION
 CZ1174
 CZ1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1174'7.1 MI SE FROM CASA GRANDE.
 CZ1174'0.2 MILE SOUTH ALONG SUNLAND GIN ROAD FROM THE CENTER OF THE OVERPASS
 CZ1174'ON INTERSTATE HIGHWAY 10, 30 FEET EAST OF AN ARIZONA HIGHWAY
 CZ1174'DEPARTMENT WITNESS POST MARKED 21+4885, 25 FEET EAST OF AN ENCO SIGN,
 CZ1174'25 FEET WEST OF A 40 FOOT POLE WITH AN ENCO SIGN ON TOP, SET IN THE
 CZ1174'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 CZ1174'SURFACE.  CORNER OF SW 1/4, SEC 18, T7 S, R 7 E.
 CZ1174
 CZ1174                          STATION RECOVERY (2007)
 CZ1174
 CZ1174'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1174'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2066 ***********************************************************************
 DV2066  DESIGNATION -  GUARANTY
 DV2066  PID         -  DV2066
 DV2066  STATE/COUNTY-  AZ/MARICOPA
 DV2066  USGS QUAD   -  PHOENIX (1982)
 DV2066
 DV2066                         *CURRENT SURVEY CONTROL
 DV2066  ___________________________________________________________________
 DV2066* NAD 83(1992)-  33 29 20.82654(N)    112 04 27.25028(W)     ADJUSTED  
 DV2066* NAVD 88     -       414.1    (meters)    1359.     (feet)  VERTCON   
 DV2066  ___________________________________________________________________
 DV2066  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 DV2066  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV2066  HORZ ORDER  -  FIRST
 DV2066
 DV2066.The horizontal coordinates were established by classical geodetic methods
 DV2066.and adjusted by the National Geodetic Survey in August 1993.
 DV2066
 DV2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2066
 DV2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2066
 DV2066.The geoid height was determined by GEOID03.
 DV2066
 DV2066;                    North         East     Units Scale Factor Converg.
 DV2066;SPC AZ C     -   276,004.780   198,717.865   MT  0.99990264   -0 05 13.0
 DV2066;SPC AZ C     -   905,527.49    651,961.50   iFT  0.99990264   -0 05 13.0
 DV2066;UTM  12      - 3,706,029.041   400,204.381   MT  0.99972278   -0 35 34.0
 DV2066
 DV2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2066!SPC AZ C     -   0.99993968  x   0.99990264  =   0.99984232
 DV2066!UTM  12      -   0.99993968  x   0.99972278  =   0.99966247
 DV2066
 DV2066:                Primary Azimuth Mark                     Grid Az
 DV2066:SPC AZ C     -  GUARANTY AZ MK                           005 15 50.1
 DV2066:UTM  12      -  GUARANTY AZ MK                           005 46 11.1
 DV2066
 DV2066|---------------------------------------------------------------------|
 DV2066| PID    Reference Object                     Distance      Geod. Az  |
 DV2066|                                                           dddmmss.s |
 DV2066| CH5265 GUARANTY AZ MK                                     0051037.1 |
 DV2066| CH5266 GUARANTY RM 1                         4.776 METERS 23903     |
 DV2066| CH5267 GUARANTY RM 2                         4.870 METERS 30438     |
 DV2066|---------------------------------------------------------------------|
 DV2066
 DV2066                          SUPERSEDED SURVEY CONTROL
 DV2066
 DV2066  NAD 83(1986)-  33 29 20.82087(N)    112 04 27.25578(W) AD(       ) 1
 DV2066  NAD 27      -  33 29 20.66720(N)    112 04 24.71960(W) AD(       ) 1
 DV2066  NGVD 29 (07/19/86)  413.5    (m)         1357.     (f) VERT ANG    3  
 DV2066
 DV2066.Superseded values are not recommended for survey control.
 DV2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2066.See file dsdata.txt to determine how the superseded data were derived.
 DV2066
 DV2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0020406029(NAD 83)
 DV2066_MARKER: DS = TRIANGULATION STATION DISK
 DV2066_SETTING: 0 = UNSPECIFIED SETTING
 DV2066
 DV2066  HISTORY     - Date     Condition        Report By
 DV2066  HISTORY     - 1963     MONUMENTED       CGS
 DV2066  HISTORY     - 19950415 MARK NOT FOUND   USPSQD
 DV2066  HISTORY     - 20080306 MARK NOT FOUND   GEOCAC
 DV2066  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV2066
 DV2066                          STATION DESCRIPTION
 DV2066
 DV2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2066'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE HIGHEST
 DV2066'PART OF THE GUARANTY BANK BUILDING, 2-1/2 MILES NORTH OF THE
 DV2066'CENTRAL SECTION OF PHOENIX ALONG THE WEST SIDE OF NORTH CENTRAL
 DV2066'AVENUE.
 DV2066'
 DV2066'TO REACH THE STATION FROM VAN BUREN AND NORTH CENTRAL, GO NORTH
 DV2066'ON NORTH CENTRAL FOR 2.6 MILES TO THE GUARANTY BANK BUILDING
 DV2066'ON THE LEFT AND THE STATION LOCATED ON THE EXTREME TOP AS
 DV2066'DESCRIBED.
 DV2066'
 DV2066'THE STATION MARK IS A STANDARD DISK STAMPED GUARANTY 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER ON THE TOP
 DV2066'PART OF THE BANK.
 DV2066'
 DV2066'IT IS 6.78 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE TRAP
 DV2066'DOOR, 6.88 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE TRAP
 DV2066'DOOR, 5.5 FEET WEST OF WEST EDGE OF VENT AND 4.7 FEET EAST OF
 DV2066'EAST EDGE OF VENT.
 DV2066'
 DV2066'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUARANTY NO 1 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE ROOF.
 DV2066'IT IS 2.75 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE ROOF.
 DV2066'
 DV2066'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GUARANTY NO 2 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE ROOF.
 DV2066'IT IS 2.65 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE ROOF.
 DV2066'
 DV2066'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUARANTY 1963,
 DV2066'CEMENTED IN A DRILL HOLE IN THE INSIDE PART OF THE SIDEWALK,
 DV2066'LOCATED IN THE SOUTHEAST CORNER OF NORTH CENTRAL AVENUE AND
 DV2066'INDIAN SCHOOL ROAD.  IT IS 15.6 FEET SOUTH-SOUTHWEST OF A SIGNAL
 DV2066'LIGHT POLE AND 19.1 FEET WEST OF THE NORTHWEST CORNER OF A
 DV2066'BUILDING.
 DV2066'
 DV2066'TO REACH THE AZIMUTH MARK FROM THE GUARANTY BANK BUILDING, GO
 DV2066'NORTH ON NORTH CENTRAL AVENUE FOR 0.5 MILE TO INDIAN SCHOOL ROAD
 DV2066'AND THE AZIMUTH MARK IS LOCATED ON THE RIGHT AS DESCRIBED ABOVE.
 DV2066'
 DV2066'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2066
 DV2066                          STATION RECOVERY (1995)
 DV2066
 DV2066'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2066'MARK NOT FOUND.
 DV2066
 DV2066                          STATION RECOVERY (2008)
 DV2066
 DV2066'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV2066'THE BUILDING IS NOW CALLED THE MERIDIAN BANK TOWER.
 DV2066'THE BUILDING SUPERVISOR CONFIRMED THAT THIS IS THE ORIGINAL
 DV2066'STRUCTURE, BUT THAT EXTENSIVE RENOVATIONS WERE CARRIED OUT IN
 DV2066'2004. THE ROOF HAS BEEN RESURFACED AT LEAST THREE TIMES.
 DV2066'THE STATION AND REFERENCE MARKS MAY STILL BE IN PLACE, BUT
 DV2066'THEY ARE NOT VISIBLE.  IN ANY CASE, A NEW ROOF CANOPY, SOME
 DV2066'TWENTY-FIVE FEET HIGH AND OPEN ONLY AT THE TOP, ENCLOSES THE
 DV2066'OLD ROOF AND THE POINT.  THE AZIMUTH MARK ALSO HAS FALLEN
 DV2066'VICTIM TO CONSTRUCTION AT THE SOUTHEAST CORNER OF NORTH
 DV2066'CENTRAL AND INDIAN SCHOOL ROAD.
 DV2066
 DV2066                          STATION RECOVERY (2008)
 DV2066
 DV2066'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2066'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2066'MARK.
 DV2066'THE HIGHEST PART OF THE ORIGINAL BUILDING WOULD BE THE TOP OF THE
 DV2066'ELEVATOR EQUIPMENT ROOM, WHICH WAS EXTENSIVELY SEARCHED BY MYSELF AND
 DV2066'THE SECURITY GUARD ON DUTY. SOME NEWER CONCRETE PADS HAVE BEEN POURED
 DV2066'ATOP THE STRUCTURE, SO IT APPEARS THE MARKS MAY YET EXIST, BUT ARE NOT
 DV2066'ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0654 ***********************************************************************
 ET0654  DESIGNATION -  GUARD
 ET0654  PID         -  ET0654
 ET0654  STATE/COUNTY-  AZ/MOHAVE
 ET0654  USGS QUAD   -  SIGNAL (1990)
 ET0654
 ET0654                         *CURRENT SURVEY CONTROL
 ET0654  ___________________________________________________________________
 ET0654* NAD 83(1992)-  34 29 17.89380(N)    113 43 52.53256(W)     ADJUSTED  
 ET0654* NAVD 88     -       715.970  (meters)    2348.98   (feet)  POSTED    
 ET0654  ___________________________________________________________________
 ET0654  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 ET0654  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET0654  DYNAMIC HT  -         715.140 (meters)    2346.26  (feet)  COMP
 ET0654  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 ET0654
 ET0654  HORZ ORDER  -  SECOND
 ET0654  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0654
 ET0654.The horizontal coordinates were established by classical geodetic methods
 ET0654.and adjusted by the National Geodetic Survey in August 1993.
 ET0654
 ET0654.The orthometric height was determined by differential leveling
 ET0654.and adjusted in November 2005.
 ET0654.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0654.rate of 2.1 thru 3.0 mm/km.
 ET0654
 ET0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0654
 ET0654.The geoid height was determined by GEOID03.
 ET0654
 ET0654.The dynamic height is computed by dividing the NAVD 88
 ET0654.geopotential number by the normal gravity value computed on the
 ET0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0654.degrees latitude (g = 980.6199 gals.).
 ET0654
 ET0654.The modeled gravity was interpolated from observed gravity values.
 ET0654
 ET0654;                    North         East     Units Scale Factor Converg.
 ET0654;SPC AZ W     -   386,827.473   215,081.295   MT  0.99993337   +0 00 38.2
 ET0654;SPC AZ W     - 1,269,119.01    705,647.29   iFT  0.99993337   +0 00 38.2
 ET0654;UTM  12      - 3,819,686.757   249,192.192   MT  1.00037543   -1 32 50.5
 ET0654
 ET0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0654!SPC AZ W     -   0.99989229  x   0.99993337  =   0.99982567
 ET0654!UTM  12      -   0.99989229  x   1.00037543  =   1.00026768
 ET0654
 ET0654|---------------------------------------------------------------------|
 ET0654| PID    Reference Object                     Distance      Geod. Az  |
 ET0654|                                                           dddmmss.s |
 ET0654| ET0655 GUARD RM 1                            6.370 METERS 04603     |
 ET0654| ET0658 GUARD AZ MK                                        1394240.1 |
 ET0654| CH2400 GUARD RM 3                           21.403 METERS 31528     |
 ET0654| ET0656 GUARD RM 2                            6.968 METERS 32319     |
 ET0654|---------------------------------------------------------------------|
 ET0654
 ET0654                          SUPERSEDED SURVEY CONTROL
 ET0654
 ET0654  NAD 83(1986)-  34 29 17.89325(N)    113 43 52.54082(W) AD(       ) 2
 ET0654  NAD 27      -  34 29 17.83800(N)    113 43 49.76800(W) AD(       ) 2
 ET0654  NGVD 29 (??/??/92)  715.250  (m)         2346.62   (f) ADJ UNCH    1 2
 ET0654
 ET0654.Superseded values are not recommended for survey control.
 ET0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0654.See file dsdata.txt to determine how the superseded data were derived.
 ET0654
 ET0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4919219687(NAD 83)
 ET0654_MARKER: DS = TRIANGULATION STATION DISK
 ET0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0654_STAMPING: GUARD 1948
 ET0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0654+STABILITY: SURFACE MOTION
 ET0654
 ET0654  HISTORY     - Date     Condition        Report By
 ET0654  HISTORY     - 1948     MONUMENTED       CGS
 ET0654  HISTORY     - 1950     GOOD             NGS
 ET0654  HISTORY     - 1972     POOR             AZHD
 ET0654  HISTORY     - 1973     SEE DESCRIPTION  NGS
 ET0654  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0654
 ET0654                          STATION DESCRIPTION
 ET0654
 ET0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET0654'THE STATION IS ON A LOW RIDGE ON THE E. SIDE OF THE YUCCA-ALAMO
 ET0654'CROSSING ROAD, ABOUT 5 MILES, AIRLINE, N.W. OF SIGNAL, 17
 ET0654'MILES, AIRLINE, N.W. OF ALAMO CROSSING, 0.05 MILE N. OF
 ET0654'USC AND GS BENCH MARK NO. Q-11 1927, AND 38 MILES S.E. BY
 ET0654'ROAD FROM YUCCA.
 ET0654'
 ET0654'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 IN
 ET0654'CYLINDRICAL CONCRETE POST WHICH PROJECTS 3 INCH ABOVE THE
 ET0654'SURFACE OF THE GROUND.  IT IS 21 FEET E. OF THE CENTERLINE OF
 ET0654'THE ROAD, 85 FEET S.E. OF THE E. SIDE OF A CATTLE GUARD
 ET0654'AND IS STAMPED GUARD 1948.  THERE IS A WHITE WITNESS POST
 ET0654'6 FEET E. BY S. OF THE MARK.
 ET0654'
 ET0654'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 ET0654'CYLINDRICAL CONCRETE POST WHICH IS 8 IN IN DIAMETER
 ET0654'AND PROJECTS 3 IN ABOVE THE SURFACE OF THE GROUND, IS
 ET0654'2-1/2 FEET LOWER IN ELEVATION THAN THE STATION MARK AND IS
 ET0654'STAMPED GUARD NO 1 1948.
 ET0654'
 ET0654'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 ET0654'CYLINDRICAL CONCRETE POST WHICH IS 10 IN IN DIAMETER AND
 ET0654'PROJECTS 3 IN ABOVE THE SURFACE OF THE GROUND, IS
 ET0654'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK AND IS
 ET0654'STAMPED GUARD NO 2 1948.
 ET0654'
 ET0654'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL
 ET0654'CONCRETE POST WHICH IS 10 IN IN DIAMETER AND FLUSH WITH
 ET0654'THE SURFACE OF THE GROUND, IS 25 FEET W. OF THE YUCCA-ALAMO
 ET0654'CROSSING ROAD AND IS STAMPED GUARD 1948.
 ET0654'
 ET0654'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN YUCCA
 ET0654'GO SOUTHERLY ON THE YUCCA-ALAMO CROSSING ROAD FOR 2.7 MILES
 ET0654'TO FORKS AND SIGN ALAMO-SIGNAL.  KEEP RIGHT FORK AND GO 9.7
 ET0654'MILES TO FORKS AND SIGN PLANET ROAD 31 MILES TO CROSSING AND
 ET0654'WATER.  KEEP THE LEFT FORK FOR 7.2 MILES TO A FORK AND SIGN
 ET0654'ON THE LEFT S RANCH 5 MILES.  TAKE THE RIGHT FORK MAIN TRAVELED
 ET0654'ROAD AND GO 5.6 MILES TO FORKS.  TAKE THE RIGHT FORK AND GO
 ET0654'3.9 MILES TO A CATTLE GUARD AND THE STATION ON THE LEFT.
 ET0654
 ET0654                          STATION RECOVERY (1950)
 ET0654
 ET0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ET0654'37.9 MI SE FROM YUCCA.
 ET0654'37.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0654'AT YUCCA, 80.7 FEET SOUTHEAST OF THE EAST CORNER OF A CATTLE GUARD, 24
 ET0654'FEET EAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF A DIRT ROAD
 ET0654'LEADING WEST, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5.3
 ET0654'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 ET0654'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0654
 ET0654                          STATION RECOVERY (1972)
 ET0654
 ET0654'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET0654'GENERAL LOCATION 17 MILES SSW OF WIKIEUP
 ET0654'
 ET0654'TO REACH FROM WIKIEUP POST OFFICE SOUTH ON HWY 93 9.2
 ET0654'MILES TURN RT. ON SIGNAL ROAD STAY ON MAIN ROAD FOR 19
 ET0654'MILES (CROSSING BIG SANDY RIVER 3 TIMES) TAKE RIGHT FORK FOR
 ET0654'1.5 MILES TO AZIMUTH MARK ON LEFT PROCEED 0.2 MILES TO STATION
 ET0654'ON RIGHT
 ET0654'
 ET0654'STATION MARK STANDARD USC AND GS BRASS DISK
 ET0654'
 ET0654'REFERENCE MARKS IN AND IN GOOD CONDITION BUT IN DANGER OF
 ET0654'BEING BLADED OUT ROAD HAS BEEN WIDENED AND GRADER HAS ALREADY
 ET0654'SCRAPED STATION MARK AND R.M. 2
 ET0654'
 ET0654'AZIMUTH MARK DESCRIBED ABOVE AND IN GOOD CONDITION
 ET0654
 ET0654                          STATION RECOVERY (1973)
 ET0654
 ET0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 ET0654'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 ET0654'MARK WERE RECOVERED.  THE STATION MARK HAD BEEN DISTURBED
 ET0654'BY ROAD MACHINERY AND WAS REMOVED FROM THE GROUND AND RESET OVER
 ET0654'THE UNDERGROUND STATION.  THE ANGLES TO REFERENCE MARKS 1 AND
 ET0654'2 CHECK ABOUT 2 MINUTES WHILE THE DISTANCE TO THE MARKS REMAIN
 ET0654'THE SAME.  A 1 DEGREE ERROR WAS FOUND IN THE AZIMUTH MARK, THE
 ET0654'ROCKVILLE OFFICE CHECKED THE FIELD RECORDS AND CONFIRMED THE
 ET0654'ERROR.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 ET0654'
 ET0654'THE STATION MARK IS A STANDARD DISK STAMPED, GUARD 1948 1973.
 ET0654'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 ET0654'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 21 FEET EAST
 ET0654'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHWEST OF A WOODEN
 ET0654'WITNESS POST AND AND 2 FEET EAST OF AN ARIZONA HIGHWAY DEPARTMENT
 ET0654'WITNESS POST.
 ET0654'
 ET0654'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED.
 ET0654'
 ET0654'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, GO SOUTH
 ET0654'ALONG U.S. HIGHWAY 93 FOR 9.2 MILES TO SIGNAL ROAD ON THE
 ET0654'RIGHT.  TURN RIGHT AND FOLLOW THE WINDING GRADED ROAD FOR
 ET0654'10.9 MILES FORDING BIG SANDY RIVER 3 TIMES, CONTINUE AHEAD
 ET0654'ON GRADED ROAD FOR 3.7 MILES TO A FORK.  TAKE THE LEFT FORK FOR
 ET0654'1.2 MILES TO A POWER LINE CROSSING, CONTINUE AHEAD FOR 1.9
 ET0654'MILES TO A FORK.  TAKE THE RIGHT FORK FOR 1 MILE TO A GRADED
 ET0654'NORTH-SOUTH CROSSROAD.  TURN RIGHT PER SIGN YACCA 42 MILES AND
 ET0654'GO NORTH FOR 1.7 MILES TO THE STATION ON THE RIGHT AT A CATTLE
 ET0654'GUARD.
 ET0654'
 ET0654'NOTE.  THE 1948 ROUTE TO THE STATION WAS NOT CHECKED.
 ET0654'
 ET0654'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET0654'
 ET0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 ET0654'NORTHWEST OF SIGNAL
 ET0654
 ET0654                          STATION RECOVERY (1981)
 ET0654
 ET0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0654'NOT RECOVERED, ROAD IN DESCRIBED AREA, MARK BELIEVED DESTROYED BY ROAD
 ET0654'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1193 ***********************************************************************
 CY1193  DESIGNATION -  GUARD
 CY1193  PID         -  CY1193
 CY1193  STATE/COUNTY-  AZ/COCHISE
 CY1193  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1193
 CY1193                         *CURRENT SURVEY CONTROL
 CY1193  ___________________________________________________________________
 CY1193* NAD 83(1992)-  32 11 44.32726(N)    109 57 36.34457(W)     ADJUSTED  
 CY1193* NAVD 88     -      1296.3    (meters)    4253.     (feet)  VERTCON   
 CY1193  ___________________________________________________________________
 CY1193  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CY1193  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY1193  HORZ ORDER  -  FIRST
 CY1193
 CY1193.The horizontal coordinates were established by classical geodetic methods
 CY1193.and adjusted by the National Geodetic Survey in August 1993.
 CY1193
 CY1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1193
 CY1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1193
 CY1193.The geoid height was determined by GEOID03.
 CY1193
 CY1193;                    North         East     Units Scale Factor Converg.
 CY1193;SPC AZ E     -   132,578.507   232,836.047   MT  0.99990468   +0 06 36.2
 CY1193;SPC AZ E     -   434,968.85    763,897.79   iFT  0.99990468   +0 06 36.2
 CY1193;UTM  12      - 3,562,595.930   598,017.716   MT  0.99971848   +0 33 14.8
 CY1193
 CY1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1193!SPC AZ E     -   0.99980078  x   0.99990468  =   0.99970548
 CY1193!UTM  12      -   0.99980078  x   0.99971848  =   0.99951931
 CY1193
 CY1193|---------------------------------------------------------------------|
 CY1193| PID    Reference Object                     Distance      Geod. Az  |
 CY1193|                                                           dddmmss.s |
 CY1193| CC6625 GUARD RM 1                           14.434 METERS 03722     |
 CY1193| CC6624 GUARD AZ MK                                        1281450.5 |
 CY1193| CY0470 STEELE                              APPROX. 2.3 KM 1544057.0 |
 CY1193| CC6626 GUARD RM 2                           19.812 METERS 28550     |
 CY1193|---------------------------------------------------------------------|
 CY1193
 CY1193                          SUPERSEDED SURVEY CONTROL
 CY1193
 CY1193  NAD 83(1986)-  32 11 44.32068(N)    109 57 36.34207(W) AD(       ) 1
 CY1193  NAD 27      -  32 11 44.04800(N)    109 57 34.09200(W) AD(       ) 1
 CY1193  NGVD 29 (07/19/86) 1295.5    (m)         4250.     (f) VERT ANG    3  
 CY1193
 CY1193.Superseded values are not recommended for survey control.
 CY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1193.See file dsdata.txt to determine how the superseded data were derived.
 CY1193
 CY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9801862596(NAD 83)
 CY1193_MARKER: DS = TRIANGULATION STATION DISK
 CY1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1193
 CY1193  HISTORY     - Date     Condition        Report By
 CY1193  HISTORY     - 1945     MONUMENTED       CGS
 CY1193  HISTORY     - 1946     GOOD             CGS
 CY1193  HISTORY     - 1960     GOOD             CGS
 CY1193
 CY1193                          STATION DESCRIPTION
 CY1193
 CY1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1193'STATION IS LOCATED ABOUT 8 MILES SW OF WILLCOX AND ABOUT 6
 CY1193'MILES NNW OF COCHISE.  IT IS ON LOW FLAT COUNTRY ABOUT 1-1/4
 CY1193'MILES N OF STATE HIGHWAY 86.
 CY1193'
 CY1193'TO REACH STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1193'GO SW ON STATE HIGHWAY 86 FOR 8.5 MILES TO THE JUNCTION OF
 CY1193'U.S. HIGHWAY 666 AND STATE HIGHWAY 86, CONTINUE AHEAD ON
 CY1193'STATE HIGHWAY 86 FOR 0.4 MILE TO A ROAD TO THE RIGHT.  TURN
 CY1193'RIGHT THROUGH THE CATTLE GUARD AND CONTINUE AHEAD FOR 0.35
 CY1193'MILE TO A RANCH YARD, BEAR RIGHT AROUND THE HOUSE FOR 0.05
 CY1193'MILE TO A CATTLE GUARD, CONTINUE AHEAD FOR 1.25 MILES TO
 CY1193'ANOTHER CATTLE GUARD, PASS THROUGH THE GUARD AND TURN SHARP
 CY1193'RIGHT ALONG THE FENCE FOR 0.15 MILE TO THE STATION.
 CY1193'
 CY1193'STATION MARK IS A BRONZE STATION DISK SET IN AN 8 INCH SQUARE
 CY1193'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED GUARD
 CY1193'1945.  IT IS 0.15 MILE E OF THE ROAD, 112 FEET N OF THE FENCE,
 CY1193'AND 22.4 FEET SSE OF A WITNESS POST.  UNDERGROUND MARK IS A
 CY1193'BRONZE STATION DISK SET IN CONCRETE.
 CY1193'
 CY1193'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN 8 INCH
 CY1193'SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED
 CY1193'GUARD NO 1 1945.  IT IS NE OF THE STATION AND ABOUT LEVEL
 CY1193'WITH IT.
 CY1193'
 CY1193'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN 8 INCH
 CY1193'SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED
 CY1193'GUARD NO 2 1945.  IT IS WNW OF THE STATION AND ABOUT LEVEL
 CY1193'WITH IT.
 CY1193'
 CY1193'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY1193'ELEV. 4190.78 STA 1407+85.96 1941.  IT IS SET IN THE W END
 CY1193'OF THE S SIDE OF A CONCRETE BRIDGE ON STATE HIGHWAY 86 AND
 CY1193'IS ABOUT 1-1/4 MILES SE OF THE STATION.  IT IS REACHED ON
 CY1193'THE WAY TO THE STATION AND IS 0.4 MILE NE OF THE JUNCTION
 CY1193'OF U.S. HIGHWAY 666 AND STATE HIGHWAY 86.  ON THE WAY TO THE
 CY1193'STATION IT IS LOCATED ON THE FOURTH CONCRETE BRIDGE BEFORE
 CY1193'COMING TO THE JUNCTION.
 CY1193
 CY1193                          STATION RECOVERY (1946)
 CY1193
 CY1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1193'1945 DESCR. ADEQUATE.  ALL MARKS GOOD.
 CY1193
 CY1193                          STATION RECOVERY (1960)
 CY1193
 CY1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1193'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CY1193'NO. 2 WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS
 CY1193'SEARCHED FOR BUT NOT RECOVERED, IT MAY HAVE BEEN DESTROYED
 CY1193'BY ROAD CONSTRUCTION.
 CY1193'
 CY1193'TRIANGULATION STATION STEELE MAY BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1152 ***********************************************************************
 CG1152  DESIGNATION -  GUARD
 CG1152  PID         -  CG1152
 CG1152  STATE/COUNTY-  AZ/PIMA
 CG1152  USGS QUAD   -  CORONA DE TUCSON (1981)
 CG1152
 CG1152                         *CURRENT SURVEY CONTROL
 CG1152  ___________________________________________________________________
 CG1152* NAD 83(2007)-  31 57 46.25039(N)    110 45 09.48524(W)     NO CHECK  
 CG1152* NAVD 88     -      1046.6    (meters)    3434.     (feet)  VERTCON   
 CG1152  ___________________________________________________________________
 CG1152  EPOCH DATE  -        2007.00
 CG1152  X           -  -1,919,464.156 (meters)                     COMP
 CG1152  Y           -  -5,065,635.914 (meters)                     COMP
 CG1152  Z           -   3,357,475.636 (meters)                     COMP
 CG1152  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 CG1152  ELLIP HEIGHT-        1017.509 (meters)          (02/10/07) NO CHECK
 CG1152  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CG1152
 CG1152  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1152  Type    PID    Designation                      North   East  Ellip
 CG1152  -------------------------------------------------------------------
 CG1152  NETWORK CG1152 GUARD                             2.12   1.61   7.33
 CG1152  -------------------------------------------------------------------
 CG1152
 CG1152.The horizontal coordinates were established by GPS observations
 CG1152.and adjusted by the National Geodetic Survey in February 2007.
 CG1152
 CG1152.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1152.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1152.No horizontal observational check was made to the station.
 CG1152.The horizontal coordinates are valid at the epoch date displayed above.
 CG1152.The epoch date for horizontal control is a decimal equivalence
 CG1152.of Year/Month/Day.
 CG1152
 CG1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1152
 CG1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1152
 CG1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1152
 CG1152.The ellipsoidal height was determined by GPS observations
 CG1152.and is referenced to NAD 83.
 CG1152
 CG1152.The geoid height was determined by GEOID03.
 CG1152
 CG1152;                    North         East     Units Scale Factor Converg.
 CG1152;SPC AZ C     -   107,339.428   323,389.708   MT  1.00004926   +0 36 58.6
 CG1152;SPC AZ C     -   352,163.48  1,060,989.86   iFT  1.00004926   +0 36 58.6
 CG1152;UTM  12      - 3,536,344.323   523,374.415   MT  0.99960674   +0 07 51.4
 CG1152
 CG1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1152!SPC AZ C     -   0.99984026  x   1.00004926  =   0.99988951
 CG1152!UTM  12      -   0.99984026  x   0.99960674  =   0.99944706
 CG1152
 CG1152|---------------------------------------------------------------------|
 CG1152| PID    Reference Object                     Distance      Geod. Az  |
 CG1152|                                                           dddmmss.s |
 CG1152| AH4881 GUARD RM 1                           15.295 METERS 10428     |
 CG1152| AH4882 GUARD RM 2                           15.300 METERS 19236     |
 CG1152|---------------------------------------------------------------------|
 CG1152
 CG1152                          SUPERSEDED SURVEY CONTROL
 CG1152
 CG1152  ELLIP H (06/11/02) 1017.536  (m)                       GP(       ) 4 2
 CG1152  NAD 83(1992)-  31 57 46.24994(N)    110 45 09.48425(W) AD(       ) 1
 CG1152  ELLIP H (08/23/93) 1017.613  (m)                       GP(       ) 4 2
 CG1152  NAD 83(1986)-  31 57 46.24494(N)    110 45 09.48309(W) AD(       ) 1
 CG1152  NGVD 29 (05/25/90) 1045.8    (m)         3431.     (f) GPS OBS     3  
 CG1152
 CG1152.Superseded values are not recommended for survey control.
 CG1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1152.See file dsdata.txt to determine how the superseded data were derived.
 CG1152
 CG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2337436344(NAD 83)
 CG1152_MARKER: DS = TRIANGULATION STATION DISK
 CG1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1152_PROJECTION: FLUSH
 CG1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1152+STABILITY: SURFACE MOTION
 CG1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1152+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CG1152
 CG1152  HISTORY     - Date     Condition        Report By
 CG1152  HISTORY     - 1987     MONUMENTED       AZDT
 CG1152
 CG1152                          STATION DESCRIPTION
 CG1152
 CG1152'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1152'THE STATION IS LOCATED 12 MILES EAST OF SAHUARITA, 5 MILES SOUTHWEST
 CG1152'OF VAIL ALONG THE NORTH SIDE OF SAHUARITA ROAD.
 CG1152'THE STATION MARK IS AN AZDT DISK STAMPED---GUARD 1987---.  IT IS SET
 CG1152'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  98
 CG1152'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 40 FEET
 CG1152'SOUTH OF THE CENTER OF SAHUARITA ROAD AND 4 FEET NORTH OF THE WITNESS
 CG1152'POST AND SIGN.
 CG1152'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GUARD RM 1 1987---.  IT IS
 CG1152'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1152'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GUARD RM 2 1987---.  IT IS
 CG1152'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1152'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 AND HOUGHTON ROAD
 CG1152'TRAFFIC INTERCHANGE 11 MILES EAST OF TUCSON.  TRAVEL SOUTH ALONG
 CG1152'HOUGHTON ROAD FOR 6.7 MILES TO SAHUARITA ROAD.  TURN LEFT AND TRAVEL
 CG1152'EAST ALONG SAHUARITA ROAD FOR 1.15 MILES TO A CATTLE GUARD AND THE
 CG1152'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0658 ***********************************************************************
 ET0658  DESIGNATION -  GUARD AZ MK
 ET0658  PID         -  ET0658
 ET0658  STATE/COUNTY-  AZ/MOHAVE
 ET0658  USGS QUAD   -  SIGNAL (1990)
 ET0658
 ET0658                         *CURRENT SURVEY CONTROL
 ET0658  ___________________________________________________________________
 ET0658* NAD 83(1986)-  34 29 09.     (N)    113 43 45.     (W)     SCALED    
 ET0658* NAVD 88     -       705.641  (meters)    2315.09   (feet)  ADJUSTED  
 ET0658  ___________________________________________________________________
 ET0658  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ET0658  DYNAMIC HT  -         704.820 (meters)    2312.40  (feet)  COMP
 ET0658  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 ET0658
 ET0658  VERT ORDER  -  FIRST     CLASS II
 ET0658
 ET0658.The horizontal coordinates were scaled from a topographic map and have
 ET0658.an estimated accuracy of +/- 6 seconds.
 ET0658
 ET0658.The orthometric height was determined by differential leveling
 ET0658.and adjusted in June 1991.
 ET0658
 ET0658.The geoid height was determined by GEOID03.
 ET0658
 ET0658.The dynamic height is computed by dividing the NAVD 88
 ET0658.geopotential number by the normal gravity value computed on the
 ET0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0658.degrees latitude (g = 980.6199 gals.).
 ET0658
 ET0658.The modeled gravity was interpolated from observed gravity values.
 ET0658
 ET0658;                    North         East    Units  Estimated Accuracy
 ET0658;SPC AZ W     -   386,550.      215,270.      MT  (+/- 180 meters Scaled)
 ET0658
 ET0658                          SUPERSEDED SURVEY CONTROL
 ET0658
 ET0658  NGVD 29 (??/??/92)  704.923  (m)         2312.73   (f) ADJ UNCH    1 2
 ET0658
 ET0658.Superseded values are not recommended for survey control.
 ET0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0658.See file dsdata.txt to determine how the superseded data were derived.
 ET0658
 ET0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD493194(NAD 83)
 ET0658_MARKER: DZ = AZIMUTH MARK DISK
 ET0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0658_STAMPING: GUARD 1948
 ET0658_MARK LOGO: CGS   
 ET0658_PROJECTION: RECESSED 15 CENTIMETERS
 ET0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0658+STABILITY: SURFACE MOTION
 ET0658
 ET0658  HISTORY     - Date     Condition        Report By
 ET0658  HISTORY     - 1948     MONUMENTED       CGS
 ET0658  HISTORY     - 1950     GOOD             NGS
 ET0658  HISTORY     - 1981     GOOD             NGS
 ET0658  HISTORY     - 19870311 MARK NOT FOUND   USGS
 ET0658
 ET0658                          STATION DESCRIPTION
 ET0658
 ET0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0658'38.1 MI SE FROM YUCCA.
 ET0658'38.1 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0658'AT YUCCA, 0.25 MILE SOUTHEAST OF A CATTLE GUARD AND THE JUNCTION OF A
 ET0658'DIRT ROAD LEADING WEST, 0.25 MILE SOUTHEAST OF TRIANGULATION STATION
 ET0658'GUARD, 26 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.1 FEET
 ET0658'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 ET0658'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0658
 ET0658                          STATION RECOVERY (1981)
 ET0658
 ET0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0658'60.4 KM (37.55 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0658'INTERSTATE HIGHWAY 40 IN YUCCA, 0.4 KM (0.25 MI) SOUTHEAST OF A CATTLE
 ET0658'GUARD AND THE JUNCTION OF A DIRT ROAD LEADING WEST TO MISERY WELL, SET
 ET0658'IN THE SOUTHWEST EDGE OF THE SOUTHWEST BERM, 7.6 METERS (25.0 FT)
 ET0658'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.0 METERS (3.1 FT) NORTHWEST
 ET0658'OF A WOODEN WITNESS POST.
 ET0658'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ET0658'THE MARK IS 0.2 M BELOW THE ROAD.
 ET0658
 ET0658                          STATION RECOVERY (1987)
 ET0658
 ET0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0655 ***********************************************************************
 ET0655  DESIGNATION -  GUARD RM 1
 ET0655  PID         -  ET0655
 ET0655  STATE/COUNTY-  AZ/MOHAVE
 ET0655  USGS QUAD   -  SIGNAL (1990)
 ET0655
 ET0655                         *CURRENT SURVEY CONTROL
 ET0655  ___________________________________________________________________
 ET0655* NAD 83(1986)-  34 29 18.     (N)    113 43 53.     (W)     SCALED    
 ET0655* NAVD 88     -       715.192  (meters)    2346.43   (feet)  ADJUSTED  
 ET0655  ___________________________________________________________________
 ET0655  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET0655  DYNAMIC HT  -         714.359 (meters)    2343.69  (feet)  COMP
 ET0655  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 ET0655
 ET0655  VERT ORDER  -  FIRST     CLASS II
 ET0655
 ET0655.The horizontal coordinates were scaled from a topographic map and have
 ET0655.an estimated accuracy of +/- 6 seconds.
 ET0655
 ET0655.The orthometric height was determined by differential leveling
 ET0655.and adjusted in June 1991.
 ET0655
 ET0655.The geoid height was determined by GEOID03.
 ET0655
 ET0655.The dynamic height is computed by dividing the NAVD 88
 ET0655.geopotential number by the normal gravity value computed on the
 ET0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0655.degrees latitude (g = 980.6199 gals.).
 ET0655
 ET0655.The modeled gravity was interpolated from observed gravity values.
 ET0655
 ET0655;                    North         East    Units  Estimated Accuracy
 ET0655;SPC AZ W     -   386,830.      215,070.      MT  (+/- 180 meters Scaled)
 ET0655
 ET0655                          SUPERSEDED SURVEY CONTROL
 ET0655
 ET0655  NGVD 29 (??/??/92)  714.472  (m)         2344.06   (f) ADJ UNCH    1 2
 ET0655
 ET0655.Superseded values are not recommended for survey control.
 ET0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0655.See file dsdata.txt to determine how the superseded data were derived.
 ET0655
 ET0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD491196(NAD 83)
 ET0655_MARKER: DR = REFERENCE MARK DISK
 ET0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0655_STAMPING: GUARD NO 1 1948
 ET0655_MARK LOGO: CGS   
 ET0655_PROJECTION: PROJECTING 3 CENTIMETERS
 ET0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0655+STABILITY: SURFACE MOTION
 ET0655
 ET0655  HISTORY     - Date     Condition        Report By
 ET0655  HISTORY     - 1948     MONUMENTED       CGS
 ET0655  HISTORY     - 1950     GOOD             NGS
 ET0655  HISTORY     - 1981     GOOD             NGS
 ET0655
 ET0655                          STATION DESCRIPTION
 ET0655
 ET0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0655'37.9 MI SE FROM YUCCA.
 ET0655'37.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0655'AT YUCCA, 84.0 FEET SOUTHEAST OF THE EAST CORNER OF A CATTLE GUARD, 40
 ET0655'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 20.9 FEET NORTHEAST
 ET0655'OF TRIANGULATION STATION GUARD, 17.8 FEET NORTHEAST OF A WITNESS POST,
 ET0655'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ET0655'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ET0655
 ET0655                          STATION RECOVERY (1981)
 ET0655
 ET0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0655'60.0 KM (37.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0655'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE -T- JUNCTION OF A DIRT ROAD
 ET0655'LEADING WEST TO MISERY WELL, 8.2 METERS (27.0 FT) NORTHEAST OF THE
 ET0655'CENTERLINE OF THE ROAD, 20.4 METERS (67.0 FT) SOUTHEAST OF THE EAST
 ET0655'CORNER OF A CATTLE GUARD, 11.8 METERS (38.7 FT) SOUTH OF A EAST-WEST
 ET0655'BARBED WIRE FENCE, 1.4 METERS (4.5 FT) NORTH OF THE EXTENDED
 ET0655'CENTERLINE OF THE DIRT ROAD.
 ET0655'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 ET0655'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0656 ***********************************************************************
 ET0656  DESIGNATION -  GUARD RM 2
 ET0656  PID         -  ET0656
 ET0656  STATE/COUNTY-  AZ/MOHAVE
 ET0656  USGS QUAD   -  SIGNAL (1990)
 ET0656
 ET0656                         *CURRENT SURVEY CONTROL
 ET0656  ___________________________________________________________________
 ET0656* NAD 83(1986)-  34 29 17.     (N)    113 43 52.     (W)     SCALED    
 ET0656* NAVD 88     -       716.103  (meters)    2349.41   (feet)  POSTED    
 ET0656  ___________________________________________________________________
 ET0656  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET0656  DYNAMIC HT  -         715.270 (meters)    2346.68  (feet)  COMP
 ET0656  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 ET0656
 ET0656  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0656
 ET0656.The horizontal coordinates were scaled from a topographic map and have
 ET0656.an estimated accuracy of +/- 6 seconds.
 ET0656
 ET0656.The orthometric height was determined by differential leveling
 ET0656.and adjusted in November 2005.
 ET0656.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0656.rate of 0.0 thru 1.0 mm/km.
 ET0656
 ET0656.The geoid height was determined by GEOID03.
 ET0656
 ET0656.The dynamic height is computed by dividing the NAVD 88
 ET0656.geopotential number by the normal gravity value computed on the
 ET0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0656.degrees latitude (g = 980.6199 gals.).
 ET0656
 ET0656.The modeled gravity was interpolated from observed gravity values.
 ET0656
 ET0656;                    North         East    Units  Estimated Accuracy
 ET0656;SPC AZ W     -   386,800.      215,100.      MT  (+/- 180 meters Scaled)
 ET0656
 ET0656                          SUPERSEDED SURVEY CONTROL
 ET0656
 ET0656  NGVD 29 (??/??/92)  715.382  (m)         2347.05   (f) ADJ UNCH    1 2
 ET0656
 ET0656.Superseded values are not recommended for survey control.
 ET0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0656.See file dsdata.txt to determine how the superseded data were derived.
 ET0656
 ET0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD492196(NAD 83)
 ET0656_MARKER: DR = REFERENCE MARK DISK
 ET0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0656_STAMPING: GUARD NO 2 1948
 ET0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0656+STABILITY: SURFACE MOTION
 ET0656
 ET0656  HISTORY     - Date     Condition        Report By
 ET0656  HISTORY     - 1948     MONUMENTED       CGS
 ET0656  HISTORY     - 1950     GOOD             NGS
 ET0656  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0656
 ET0656                          STATION DESCRIPTION
 ET0656
 ET0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0656'37.9 MI SE FROM YUCCA.
 ET0656'37.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0656'AT YUCCA, 58.2 FEET SOUTHEAST OF THE EAST CORNER OF A CATTLE GUARD,
 ET0656'26.5 FEET NORTHWEST OF A WITNESS POST, 22.9 FEET NORTHWEST OF
 ET0656'TRIANGULATION STATION GUARD, 21 FEET NORTHEAST OF THE APPROXIMATE
 ET0656'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING WEST, ABOUT 1 FOOT LOWER
 ET0656'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ET0656'GROUND.
 ET0656
 ET0656                          STATION RECOVERY (1981)
 ET0656
 ET0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0656'NOT RECOVERED, ROAD IN DESCRIBED AREA, MARK BELIEVED DESTROYED BY ROAD
 ET0656'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1799 ***********************************************************************
 CZ1799  DESIGNATION -  GUILLA
 CZ1799  PID         -  CZ1799
 CZ1799  STATE/COUNTY-  AZ/COCHISE
 CZ1799  USGS QUAD   -  HAPPY VALLEY (1973)
 CZ1799
 CZ1799                         *CURRENT SURVEY CONTROL
 CZ1799  ___________________________________________________________________
 CZ1799* NAD 83(1992)-  32 14 32.05334(N)    110 25 27.13787(W)     ADJUSTED  
 CZ1799* NAVD 88     -      1375.0    (meters)    4511.     (feet)  VERTCON   
 CZ1799  ___________________________________________________________________
 CZ1799  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CZ1799  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CZ1799  HORZ ORDER  -  FIRST
 CZ1799
 CZ1799.The horizontal coordinates were established by classical geodetic methods
 CZ1799.and adjusted by the National Geodetic Survey in August 1993.
 CZ1799
 CZ1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1799
 CZ1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1799
 CZ1799.The geoid height was determined by GEOID03.
 CZ1799
 CZ1799;                    North         East     Units Scale Factor Converg.
 CZ1799;SPC AZ E     -   137,754.842   189,090.987   MT  0.99990726   -0 08 14.6
 CZ1799;SPC AZ E     -   451,951.58    620,377.25   iFT  0.99990726   -0 08 14.6
 CZ1799;SPC AZ C     -   138,703.159   354,008.200   MT  1.00014388   +0 47 46.9
 CZ1799;SPC AZ C     -   455,062.86  1,161,444.23   iFT  1.00014388   +0 47 46.9
 CZ1799;UTM  12      - 3,567,431.770   554,243.840   MT  0.99963628   +0 18 25.9
 CZ1799
 CZ1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1799!SPC AZ E     -   0.99978851  x   0.99990726  =   0.99969579
 CZ1799!SPC AZ C     -   0.99978851  x   1.00014388  =   0.99993236
 CZ1799!UTM  12      -   0.99978851  x   0.99963628  =   0.99942487
 CZ1799
 CZ1799:                Primary Azimuth Mark                     Grid Az
 CZ1799:SPC AZ E     -  GUILLA AZ MK                             018 16 36.0
 CZ1799:SPC AZ C     -  GUILLA AZ MK                             017 20 34.5
 CZ1799:UTM  12      -  GUILLA AZ MK                             017 49 55.5
 CZ1799
 CZ1799|---------------------------------------------------------------------|
 CZ1799| PID    Reference Object                     Distance      Geod. Az  |
 CZ1799|                                                           dddmmss.s |
 CZ1799| CC6627 GUILLA AZ MK                                       0180821.4 |
 CZ1799| CC6628 GUILLA RM 1                           5.038 METERS 25222     |
 CZ1799| CC6629 GUILLA RM 2                           9.059 METERS 31204     |
 CZ1799|---------------------------------------------------------------------|
 CZ1799
 CZ1799                          SUPERSEDED SURVEY CONTROL
 CZ1799
 CZ1799  NAD 83(1986)-  32 14 32.04917(N)    110 25 27.13423(W) AD(       ) 1
 CZ1799  NAD 27      -  32 14 31.78400(N)    110 25 24.85400(W) AD(       ) 1
 CZ1799  NGVD 29 (07/19/86) 1374.2    (m)         4509.     (f) VERT ANG    3  
 CZ1799
 CZ1799.Superseded values are not recommended for survey control.
 CZ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1799.See file dsdata.txt to determine how the superseded data were derived.
 CZ1799
 CZ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5424467432(NAD 83)
 CZ1799_MARKER: DS = TRIANGULATION STATION DISK
 CZ1799_SETTING: 0 = UNSPECIFIED SETTING
 CZ1799
 CZ1799  HISTORY     - Date     Condition        Report By
 CZ1799  HISTORY     - 1947     MONUMENTED       CGS
 CZ1799
 CZ1799                          STATION DESCRIPTION
 CZ1799
 CZ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1799'THE STATION IS LOCATED ABOUT 13.5 MILES AIRLINE SOUTH-SOUTHEAST
 CZ1799'OF REDINGTON, ABOUT 5.5 MILES AIRLINE WEST OF THE SAN PEDRO
 CZ1799'RIVER AND 0.5 MILE EAST-NORTHEAST OF THE L.E. ALLEN RANCH HOUSE
 CZ1799'ON A SMALL ROCKY PEAK.  THE STATION MARK IS A BRONZE DISK SET
 CZ1799'FLUSH 20 FEET EAST OF A WHITE WITNESS POST AND HIGHEST POINT OF
 CZ1799'PEAK.  IT IS STAMPED, GUILLA 1946.
 CZ1799'
 CZ1799'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 18 INCHES,
 CZ1799'IS 3 FEET HIGHER THAN THE STATION MARK, SET 2 FEET SOUTH OF A
 CZ1799'WHITE WITNESS POST.  IT IS STAMPED, GUILLA NO 1 1946.
 CZ1799'
 CZ1799'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 10 INCHES,
 CZ1799'IS SAME ELEVATION AS THE STATION MARK AND IS STAMPED, GUILLA
 CZ1799'NO 2 1946.
 CZ1799'
 CZ1799'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 18 INCHES SET
 CZ1799'15 FEET EAST OF ROAD WHERE IT CROSSES RIDGE AND 2 FEET WEST
 CZ1799'OF A WHITE WITNESS POST.  IT IS STAMPED, GUILLA 1946.
 CZ1799'
 CZ1799'TO REACH THE STATION FROM THE POST OFFICE IN POMERENE.  GO
 CZ1799'WEST 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 17.2 MILES
 CZ1799'TO THE WILLCOX ROAD TO RIGHT.  CONTINUE STRAIGHT AHEAD 7.95
 CZ1799'MILES TO A ROAD LEFT AT THE L.E. ALLEN MAIL BOX.  TURN LEFT,
 CZ1799'GO 0.15 MILE TO A WIRE GATE.  PASS THROUGH GATE, GO 0.15
 CZ1799'MILE TO RIVER.  CROSS RIVER, GO 0.2 MILE TO A FORK.  TURN LEFT,
 CZ1799'GO 0.75 MILE TO A FENCE CORNER.  TURN RIGHT, GO 0.15 MILE TO
 CZ1799'A WIRE GATE.  PASS THROUGH GATE, GO 0.15 MILE TO A FORK IN
 CZ1799'BOTTOM OF WASH.  TURN RIGHT, GO 0.15 MILE TO A WIRE GATE.
 CZ1799'PASS THROUGH GATE, GO 3.45 MILE TO A WOODEN GATE.  PASS
 CZ1799'THROUGH GATE, GO 0.6 MILE TO TOP OF RIDGE AND AZIMUTH
 CZ1799'MARK ON LEFT.  CONTINUE ON ROAD 0.5 MILE TO WHERE ROAD
 CZ1799'CROSSES RIDGE.  TURN LEFT OFF ROAD, GO SOUTHERLY UP RIDGE
 CZ1799'0.2 MILE TO END OF TRUCK TRAVEL.  PACK SOUTHERLY TO TOP OF
 CZ1799'PEAK AND STATION.  A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0353 ***********************************************************************
 CF0353  DESIGNATION -  GULCH
 CF0353  PID         -  CF0353
 CF0353  STATE/COUNTY-  AZ/COCHISE
 CF0353  USGS QUAD   -  BISBEE NE (1976)
 CF0353
 CF0353                         *CURRENT SURVEY CONTROL
 CF0353  ___________________________________________________________________
 CF0353* NAD 83(1992)-  31 25 53.50407(N)    109 51 25.44811(W)     ADJUSTED  
 CF0353* NAVD 88     -      1479.6    (meters)    4854.     (feet)  VERTCON   
 CF0353  ___________________________________________________________________
 CF0353  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CF0353  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CF0353  HORZ ORDER  -  SECOND
 CF0353
 CF0353.The horizontal coordinates were established by classical geodetic methods
 CF0353.and adjusted by the National Geodetic Survey in August 1993.
 CF0353
 CF0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0353
 CF0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0353
 CF0353.The geoid height was determined by GEOID03.
 CF0353
 CF0353;                    North         East     Units Scale Factor Converg.
 CF0353;SPC AZ E     -    47,881.665   242,791.041   MT  0.99991068   +0 09 41.2
 CF0353;SPC AZ E     -   157,092.08    796,558.53   iFT  0.99991068   +0 09 41.2
 CF0353;UTM  12      - 3,477,992.781   608,620.005   MT  0.99974552   +0 35 45.9
 CF0353
 CF0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0353!SPC AZ E     -   0.99977202  x   0.99991068  =   0.99968272
 CF0353!UTM  12      -   0.99977202  x   0.99974552  =   0.99951760
 CF0353
 CF0353:                Primary Azimuth Mark                     Grid Az
 CF0353:SPC AZ E     -  GULCH AZ MK                              080 09 35.3
 CF0353:UTM  12      -  GULCH AZ MK                              079 43 30.6
 CF0353
 CF0353|---------------------------------------------------------------------|
 CF0353| PID    Reference Object                     Distance      Geod. Az  |
 CF0353|                                                           dddmmss.s |
 CF0353| CC6630 GULCH AZ MK                                        0801916.5 |
 CF0353| CC6631 GULCH RM 1                           19.451 METERS 14926     |
 CF0353| CC6632 GULCH RM 2                           13.850 METERS 27040     |
 CF0353|---------------------------------------------------------------------|
 CF0353
 CF0353                          SUPERSEDED SURVEY CONTROL
 CF0353
 CF0353  NAD 83(1986)-  31 25 53.50099(N)    109 51 25.43987(W) AD(       ) 2
 CF0353  NAD 27      -  31 25 53.13800(N)    109 51 23.17200(W) AD(       ) 2
 CF0353  NGVD 29 (03/13/91) 1478.7    (m)         4851.     (f) VERT ANG    3  
 CF0353
 CF0353.Superseded values are not recommended for survey control.
 CF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0353.See file dsdata.txt to determine how the superseded data were derived.
 CF0353
 CF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0862077993(NAD 83)
 CF0353_MARKER: DS = TRIANGULATION STATION DISK
 CF0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CF0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0353+STABILITY: SURFACE MOTION
 CF0353
 CF0353  HISTORY     - Date     Condition        Report By
 CF0353  HISTORY     - 1938     MONUMENTED       CGS
 CF0353  HISTORY     - 1944     GOOD             CGS
 CF0353  HISTORY     - 1956     GOOD             USGS
 CF0353  HISTORY     - 1958     GOOD             AMS
 CF0353  HISTORY     - 1981     GOOD             LOCENG
 CF0353  HISTORY     - 1982     GOOD             AZDT
 CF0353  HISTORY     - 1986     GOOD             AZDT
 CF0353
 CF0353                          STATION DESCRIPTION
 CF0353
 CF0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0353'LOCATED ON U.S. HIGHWAY 80, ABOUT 3.8 MILES E OF BISBEE, ARIZ.,
 CF0353'ABOUT 2.4 MILES E OF LOWELL, ARIZ., AND ABOUT 20 MILES W OF
 CF0353'DOUGLAS.  THE MARK IS 36 FEET S OF THE CENTER LINE OF U.S.
 CF0353'HIGHWAY 80.  THE AZIMUTH MARK IS SET IN THE S SHOULDER OF A
 CF0353'CULVERT.  THE CULVERT IS ABOUT 50 FEET E OF A SMALL BRIDGE WITH
 CF0353'A STEEL RAILING ON EACH SIDE.
 CF0353'
 CF0353'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD
 CF0353'BRONZE DISKS SET IN CONCRETE.
 CF0353'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 CF0353'BOULDER.
 CF0353'
 CF0353'THE STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CF0353'WITH ARIZONA HIGHWAY 92 IN LOWELL, BY GOING E ON U.S. HIGHWAY
 CF0353'80 FOR 2.4 MILES TO THE STATION ON THE RIGHT.
 CF0353
 CF0353                          STATION RECOVERY (1944)
 CF0353
 CF0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0353'ORIGINAL DESCRIPTION SATISFACTORY.  STATION RECOVERED IN GOOD
 CF0353'CONDITION.
 CF0353
 CF0353                          STATION RECOVERY (1956)
 CF0353
 CF0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CF0353'STATION, REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND AS
 CF0353'DESCRIBED.
 CF0353'
 CF0353'LOCATED ON U.S. HIGHWAY 80, ABOUT 3.8 MILES E OF BISBEE, ABOUT
 CF0353'2.4 MILES OF LOWELL, AND ABOUT 20 MILES W OF DOUGLAS.  THE
 CF0353'MARK IS 36 FEET S OF THE CENTERLINE OF OLD U.S. HIGHWAY 80,
 CF0353'(CEMENT) 170 FEET N OF THE CENTERLINE OF NEW U.S. HIGHWAY 80.
 CF0353'
 CF0353'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 WITH ARIZONA
 CF0353'HIGHWAY 92 IN LOWELL, BY GOING E ON U.S. HIGHWAY 80 FOR 2.35
 CF0353'MILES TO THE STATION AT THE TOP OF THE CUT ON THE LEFT N.
 CF0353
 CF0353                          STATION RECOVERY (1958)
 CF0353
 CF0353'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0353'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 CF0353'AS DESCRIBED.
 CF0353'
 CF0353'THE STATION IS LOCATED 36 FEET S OF OLD U.S. HIGHWAY 80.
 CF0353'162 FEET N OF NEW U.S.HIGHWAY 80.  74 FEET E OF CENTER OF LARGE
 CF0353'BUSH.
 CF0353
 CF0353                          STATION RECOVERY (1981)
 CF0353
 CF0353'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (WHT)
 CF0353'GULCH RECOVERED GOOD.
 CF0353'
 CF0353'GULCH NO. 1 AND NO. 2 RECOVERED GOOD.
 CF0353'
 CF0353'GULCH AZ. MK. RECOVERED GOOD.
 CF0353'
 CF0353'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI E OF BISBEE.
 CF0353
 CF0353                          STATION RECOVERY (1982)
 CF0353
 CF0353'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0353'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 CF0353'GOOD CONDITION.  THE AZIMUTH MARK IS NOW OBSTRUCTED FROM THE STATION.
 CF0353'A NEW ROUTE TO THE STATION FOLLOWS.
 CF0353'
 CF0353'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 80 AND STATE
 CF0353'ROUTE 92 IN BISBEE, TRAVEL EAST ON US 80 FOR 2.1 MILES TO A HIGHWAY
 CF0353'CUT AND END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 150 FEET TO THE
 CF0353'STATION.
 CF0353
 CF0353                          STATION RECOVERY (1986)
 CF0353
 CF0353'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0353'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.  THE ROUTE TO THE
 CF0353'STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0876 ***********************************************************************
 DU0876  DESIGNATION -  GUN
 DU0876  PID         -  DU0876
 DU0876  STATE/COUNTY-  AZ/MARICOPA
 DU0876  USGS QUAD   -  TEMPE (1982)
 DU0876
 DU0876                         *CURRENT SURVEY CONTROL
 DU0876  ___________________________________________________________________
 DU0876* NAD 83(1992)-  33 27 42.16658(N)    111 57 07.89249(W)     ADJUSTED  
 DU0876* NAVD 88     -       401.461  (meters)    1317.13   (feet)  ADJUSTED  
 DU0876  ___________________________________________________________________
 DU0876  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DU0876  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0876  DYNAMIC HT  -         400.996 (meters)    1315.60  (feet)  COMP
 DU0876  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DU0876
 DU0876  HORZ ORDER  -  SECOND
 DU0876  VERT ORDER  -  SECOND    CLASS 0
 DU0876
 DU0876.The horizontal coordinates were established by classical geodetic methods
 DU0876.and adjusted by the National Geodetic Survey in August 1993.
 DU0876
 DU0876.The orthometric height was determined by differential leveling
 DU0876.and adjusted in November 1993.
 DU0876
 DU0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0876
 DU0876.The geoid height was determined by GEOID03.
 DU0876
 DU0876.The dynamic height is computed by dividing the NAVD 88
 DU0876.geopotential number by the normal gravity value computed on the
 DU0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0876.degrees latitude (g = 980.6199 gals.).
 DU0876
 DU0876.The modeled gravity was interpolated from observed gravity values.
 DU0876
 DU0876;                    North         East     Units Scale Factor Converg.
 DU0876;SPC AZ C     -   272,954.910   210,057.740   MT  0.99990013   -0 01 10.5
 DU0876;SPC AZ C     -   895,521.36    689,165.81   iFT  0.99990013   -0 01 10.5
 DU0876;UTM  12      - 3,702,879.816   411,514.730   MT  0.99969653   -0 31 30.2
 DU0876
 DU0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0876!SPC AZ C     -   0.99994164  x   0.99990013  =   0.99984178
 DU0876!UTM  12      -   0.99994164  x   0.99969653  =   0.99963819
 DU0876
 DU0876|---------------------------------------------------------------------|
 DU0876| PID    Reference Object                     Distance      Geod. Az  |
 DU0876|                                                           dddmmss.s |
 DU0876| DU0877 GUN RM 1                              5.327 METERS 02811     |
 DU0876| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 4.5 KM 0875851.8 |
 DU0876| DU2182 GOVERNOR HUNTS TOMB                 APPROX. 1.3 KM 1461608.4 |
 DU0876| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 2.3 KM 1522259.6 |
 DU0876| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 3.3 KM 2862027.0 |
 DU0876| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 5.0 KM 2904656.5 |
 DU0876| DU0875 GUN RM 2                              7.563 METERS 30358     |
 DU0876| DU2184 PAPAGO                              APPROX. 0.6 KM 3283405.6 |
 DU0876|---------------------------------------------------------------------|
 DU0876
 DU0876                          SUPERSEDED SURVEY CONTROL
 DU0876
 DU0876  NAD 83(1986)-  33 27 42.16107(N)    111 57 07.89764(W) AD(       ) 2
 DU0876  NAD 27      -  33 27 42.00230(N)    111 57 05.37140(W) AD(       ) 2
 DU0876  NGVD 29 (??/??/92)  400.803  (m)         1314.97   (f) ADJ UNCH    2 0
 DU0876
 DU0876.Superseded values are not recommended for survey control.
 DU0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0876.See file dsdata.txt to determine how the superseded data were derived.
 DU0876
 DU0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1151502880(NAD 83)
 DU0876_MARKER: DE = TRAVERSE STATION DISK
 DU0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0876_STAMPING: GUN 1963
 DU0876_MARK LOGO: CGS   
 DU0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0876+STABILITY: SURFACE MOTION
 DU0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0876+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU0876
 DU0876  HISTORY     - Date     Condition        Report By
 DU0876  HISTORY     - 1963     MONUMENTED       CGS
 DU0876  HISTORY     - 1969     GOOD             LOCENG
 DU0876  HISTORY     - 1970     GOOD             NGS
 DU0876  HISTORY     - 1970     GOOD             NGS
 DU0876  HISTORY     - 1979     GOOD             AZDT
 DU0876  HISTORY     - 1984     GOOD             AZDT
 DU0876  HISTORY     - 20060827 GOOD             GEOCAC
 DU0876
 DU0876                          STATION DESCRIPTION
 DU0876
 DU0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0876'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF THE CENTER
 DU0876'OF PHOENIX, ABOUT 2-1/2 MILES NORTHWEST OF TEMPE, ABOUT 1-1/2
 DU0876'MILES SOUTHWEST OF SCOTTSDALE AND ABOUT 1/2 MILE SOUTH OF
 DU0876'EAST MC DOWELL ROAD ON A SMALL KNOLL IN PAPAGO PARK.
 DU0876'
 DU0876'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0876'ROAD AND 52ND STREET.  GO EAST ON EAST MC DOWELL ROAD FOR 0.8 MILE
 DU0876'TO A TRACK ROAD RIGHT AND STATION PAPAGO 1962 ON LEFT, TURN
 DU0876'RIGHT, GO SOUTH AND WEST FOR 0.15 MILE TO FORK, TAKE LEFT
 DU0876'FORK, GO SOUTH AND EAST FOR 0.15 MILE TO A CROSSROAD, CONTINUE
 DU0876'SOUTH FOR 0.1 MILE TO STATION ON RIGHT.
 DU0876'
 DU0876'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0876'CONCRETE POST WHICH PROJECTS 1 INCH AND STAMPED GUN 1963.
 DU0876'THE MARK IS 22 FEET WEST OF CENTER OF TRACK ROAD AND 4.8 FEET
 DU0876'EAST OF WITNESS POST.
 DU0876'
 DU0876'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DU0876'HOLE IN OUTCROPPING ROCK WHICH PROJECTS 1 INCH AND STAMPED
 DU0876'GUN NO 1 1963.  THE MARK IS 27.1 FEET NORTHEAST OF WITNESS POST
 DU0876'AND 7 FEET WEST OF CENTER OF TRACK ROAD.
 DU0876'
 DU0876'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DU0876'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH AND STAMPED GUN
 DU0876'NO 2 1963.  THE MARK IS 31 FEET WEST OF CENTER OF TRACK ROAD
 DU0876'AND 23.3 FEET NORTH-NORTHWEST OF WITNESS POST.
 DU0876'
 DU0876'STATION PAPAGO 1962 TO BE USED FOR AZIMUTH MARK IS APPROXIMATELY
 DU0876'0.5 MILE NORTH
 DU0876'
 DU0876'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 28.84 OR 8.790
 DU0876'METERS.
 DU0876
 DU0876                          STATION RECOVERY (1969)
 DU0876
 DU0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 DU0876'STATION AND R.M. 1 AND R.M. 2 RECOVERED IN GOOD SHAPE.
 DU0876
 DU0876                          STATION RECOVERY (1970)
 DU0876
 DU0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0876'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DU0876'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO
 DU0876'THE STATION FOLLOWS.
 DU0876'
 DU0876'TO REACH THE STATION FROM THE INTERSECTION OF MC DOWELL
 DU0876'ROAD AND GALVIN PARKWAY IN WESTERN SCOTTSDALE, GO SOUTH ALONG
 DU0876'GALVIN PARKWAY FOR 0.55 MILE TO A PAVED ROAD RIGHT.  TURN
 DU0876'RIGHT ALONG THE ROAD FOR 0.15 MILE TO THE STATION ON THE
 DU0876'LEFT.  THE STATION IS ON THE TOP OF A SMALL HILL ABOUT 0.1
 DU0876'MILE BEFORE REACHING A LOW PASS.
 DU0876'
 DU0876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EASTERN
 DU0876'PHOENIX
 DU0876
 DU0876                          STATION RECOVERY (1970)
 DU0876
 DU0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0876'IN PHOENIX.
 DU0876'0.55 MILE SOUTH ALONG GALVIN PARKWAY FROM THE INTERSECTION OF GALVIN
 DU0876'PARKWAY AND MCDOWELL ROAD IN SCOTTSDALE, THENCE 0.15 MILE WEST ALONG A
 DU0876'PAVED ROAD TO THE MARK ON THE LEFT ON TOP OF A SMALL HILL, THIS IS
 DU0876'ABOUT 0.1 MILE BEFORE REACHING A LOW PASS.  23.7 FEET WEST OF THE
 DU0876'CENTER OF AN OLD ROAD AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 DU0876'THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DU0876'3 INCHES.
 DU0876
 DU0876                          STATION RECOVERY (1979)
 DU0876
 DU0876'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0876'RECOVERED IN GOOD CONDITION.
 DU0876
 DU0876                          STATION RECOVERY (1984)
 DU0876
 DU0876'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU0876'THE STATION WAS RECOVERED AS DESCRIBED IN 1963.  THE ROUTE TO THE
 DU0876'STATION IS ADEQUATE.
 DU0876
 DU0876                          STATION RECOVERY (2006)
 DU0876
 DU0876'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1091 ***********************************************************************
 ET1091  DESIGNATION -  GUN
 ET1091  PID         -  ET1091
 ET1091  STATE/COUNTY-  AZ/MOHAVE
 ET1091  USGS QUAD   -  TULE WASH (1967)
 ET1091
 ET1091                         *CURRENT SURVEY CONTROL
 ET1091  ___________________________________________________________________
 ET1091* NAD 83(1992)-  34 47 45.59047(N)    113 37 25.86557(W)     ADJUSTED  
 ET1091* NAVD 88     -       687.4    (meters)    2255.     (feet)  VERTCON   
 ET1091  ___________________________________________________________________
 ET1091  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 ET1091  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET1091  HORZ ORDER  -  SECOND
 ET1091
 ET1091.The horizontal coordinates were established by classical geodetic methods
 ET1091.and adjusted by the National Geodetic Survey in August 1993.
 ET1091
 ET1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1091
 ET1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1091
 ET1091.The geoid height was determined by GEOID03.
 ET1091
 ET1091;                    North         East     Units Scale Factor Converg.
 ET1091;SPC AZ W     -   420,965.974   224,903.603   MT  0.99993498   +0 04 19.2
 ET1091;SPC AZ W     - 1,381,121.96    737,872.71   iFT  0.99993498   +0 04 19.2
 ET1091;UTM  12      - 3,853,558.293   259,946.992   MT  1.00031030   -1 29 52.9
 ET1091
 ET1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1091!SPC AZ W     -   0.99989665  x   0.99993498  =   0.99983164
 ET1091!UTM  12      -   0.99989665  x   1.00031030  =   1.00020692
 ET1091
 ET1091|---------------------------------------------------------------------|
 ET1091| PID    Reference Object                     Distance      Geod. Az  |
 ET1091|                                                           dddmmss.s |
 ET1091| CH2401 HIGHWAY 93 MP 117.30                  5.360 METERS 22537     |
 ET1091| CH2402 GUN RM 2                              8.128 METERS 33618     |
 ET1091| ET1092 CROW                                APPROX. 2.8 KM 3544346.6 |
 ET1091|---------------------------------------------------------------------|
 ET1091
 ET1091                          SUPERSEDED SURVEY CONTROL
 ET1091
 ET1091  NAD 83(1986)-  34 47 45.59099(N)    113 37 25.87184(W) AD(       ) 2
 ET1091  NAD 27      -  34 47 45.54838(N)    113 37 23.09560(W) AD(       ) 2
 ET1091  NGVD 29 (07/19/86)  686.6    (m)         2253.     (f) VERT ANG    3  
 ET1091
 ET1091.Superseded values are not recommended for survey control.
 ET1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1091.See file dsdata.txt to determine how the superseded data were derived.
 ET1091
 ET1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5994753558(NAD 83)
 ET1091_MARKER: DD = SURVEY DISK
 ET1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1091
 ET1091  HISTORY     - Date     Condition        Report By
 ET1091  HISTORY     - 1979     MONUMENTED       AZDT
 ET1091  HISTORY     - 19980702 GOOD             USPSQD
 ET1091
 ET1091                          STATION DESCRIPTION
 ET1091
 ET1091'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1091'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF WICKIEUP ALONG THE WEST
 ET1091'SIDE OF U.S. HIGHWAY 93.
 ET1091'
 ET1091'THE STATION MARK IS AN ADOT STATION DISK STAMPED, GUN 1979.  IT IS SET
 ET1091'IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 ET1091'INCHES.  IT IS 20 FEET EAST OF THE WITNESS POST.
 ET1091'
 ET1091'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, P AND M HWY. 93 MP 117.30
 ET1091'1972.  IT IS SET WITH EPOXY TO A BOULDER.
 ET1091'
 ET1091'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, GUN RM 2 1979.  IT IS 99
 ET1091'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 ET1091'
 ET1091'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1091'U.S. HIGHWAY 93 FOR 6.65 MILES TO A HIGHWAY CUT AT MILE POST 117.30
 ET1091'AND THE STATION ON THE LEFT.
 ET1091
 ET1091                          STATION RECOVERY (1998)
 ET1091
 ET1091'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1505 ***********************************************************************
 DA1505  DESIGNATION -  GUN
 DA1505  PID         -  DA1505
 DA1505  STATE/COUNTY-  AZ/PIMA
 DA1505  USGS QUAD   -  HOTASON VO (1990)
 DA1505
 DA1505                         *CURRENT SURVEY CONTROL
 DA1505  ___________________________________________________________________
 DA1505* NAD 83(1992)-  32 12 36.96550(N)    112 37 22.79087(W)     ADJUSTED  
 DA1505* NAVD 88     -       650.5    (meters)    2134.     (feet)  VERTCON   
 DA1505  ___________________________________________________________________
 DA1505  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DA1505  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA1505  HORZ ORDER  -  SECOND
 DA1505
 DA1505.The horizontal coordinates were established by classical geodetic methods
 DA1505.and adjusted by the National Geodetic Survey in August 1993.
 DA1505
 DA1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1505
 DA1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1505
 DA1505.The geoid height was determined by GEOID03.
 DA1505
 DA1505;                    North         East     Units Scale Factor Converg.
 DA1505;SPC AZ C     -   134,399.821   146,775.275   MT  0.99995466   -0 22 35.4
 DA1505;SPC AZ C     -   440,944.29    481,546.18   iFT  0.99995466   -0 22 35.4
 DA1505;UTM  12      - 3,564,897.667   347,041.199   MT  0.99988853   -0 51 55.0
 DA1505
 DA1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1505!SPC AZ C     -   0.99990279  x   0.99995466  =   0.99985746
 DA1505!UTM  12      -   0.99990279  x   0.99988853  =   0.99979133
 DA1505
 DA1505:                Primary Azimuth Mark                     Grid Az
 DA1505:SPC AZ C     -  CHUAPO                                   096 50 29.3
 DA1505:UTM  12      -  CHUAPO                                   097 19 48.9
 DA1505
 DA1505|---------------------------------------------------------------------|
 DA1505| PID    Reference Object                     Distance      Geod. Az  |
 DA1505|                                                           dddmmss.s |
 DA1505| DA1504 CHUAPO                              APPROX. 2.4 KM 0962753.9 |
 DA1505| CH5268 GUN RM 1                             10.080 METERS 11120     |
 DA1505| CH5269 GUN RM 2                             10.313 METERS 29124     |
 DA1505|---------------------------------------------------------------------|
 DA1505
 DA1505                          SUPERSEDED SURVEY CONTROL
 DA1505
 DA1505  NAD 83(1986)-  32 12 36.95569(N)    112 37 22.79359(W) AD(       ) 2
 DA1505  NAD 27      -  32 12 36.72619(N)    112 37 20.27321(W) AD(       ) 2
 DA1505  NGVD 29 (07/19/86)  649.8    (m)         2132.     (f) VERT ANG    3  
 DA1505
 DA1505.Superseded values are not recommended for survey control.
 DA1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1505.See file dsdata.txt to determine how the superseded data were derived.
 DA1505
 DA1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4704164898(NAD 83)
 DA1505_MARKER: DD = SURVEY DISK
 DA1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1505+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 DA1505
 DA1505  HISTORY     - Date     Condition        Report By
 DA1505  HISTORY     - 1979     MONUMENTED       AZDT
 DA1505  HISTORY     - 19970306 GOOD             USPSQD
 DA1505  HISTORY     - 20020407 GOOD             INDIV
 DA1505
 DA1505                          STATION DESCRIPTION
 DA1505
 DA1505'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1505'THE STATION IS ABOUT 17 AIRLINE MILES ESE OF AJO AND 30 MILES WEST OF
 DA1505'QUIJOTOA ALONG S.R. 86.
 DA1505'
 DA1505'THE STATION IS A STANDARD AGS AC SET IN CONCRETE POST STAMPED GUN.
 DA1505'
 DA1505'RM 1 AND RM 2 ARE STANDARD AGS ACS SET IN CONCRETE POSTS STAMPED GUN
 DA1505'RM 1 AND RM 2 1979 RESPECTIVELY.  BOTH ARE 3.5 FEET SOUTH OF W.B. R/W
 DA1505'FENCE, WITH A WITNESS POST AND SIGN 3 FEET ENE.
 DA1505'
 DA1505'TO REACH THE STATION ON S.R. 86 FROM THE SAN SIMON INDIAN SCHOOL 1.6
 DA1505'MILES WEST OF TRACY, TRAVEL WEST ON S.R. 86 FOR 13.1 MILES TO A SMALL
 DA1505'HWY. CUT ON THE RIGHT NORTH SIDE OF HWY.  STATION IS 96 FEET NORTH OF
 DA1505'CENTERLINE.  STATION IS 8.35 MILES EAST OF THE POST OFFICE IN WHY AT
 DA1505'THE JUNCTION OF S.R. 85 AND S.R. 86.
 DA1505
 DA1505                          STATION RECOVERY (1997)
 DA1505
 DA1505'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1505'RECOVERED IN GOOD CONDITION.
 DA1505
 DA1505                          STATION RECOVERY (2002)
 DA1505
 DA1505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1174 ***********************************************************************
 CG1174  DESIGNATION -  GUN
 CG1174  PID         -  CG1174
 CG1174  STATE/COUNTY-  AZ/COCHISE
 CG1174  USGS QUAD   -  TOMBSTONE SE (1982)
 CG1174
 CG1174                         *CURRENT SURVEY CONTROL
 CG1174  ___________________________________________________________________
 CG1174* NAD 83(1992)-  31 31 29.22024(N)    110 02 54.43425(W)     ADJUSTED  
 CG1174* NAVD 88     -      1409.1    (meters)    4623.     (feet)  VERTCON   
 CG1174  ___________________________________________________________________
 CG1174  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 CG1174  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CG1174  HORZ ORDER  -  SECOND
 CG1174
 CG1174.The horizontal coordinates were established by classical geodetic methods
 CG1174.and adjusted by the National Geodetic Survey in August 1993.
 CG1174
 CG1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1174
 CG1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1174
 CG1174.The geoid height was determined by GEOID03.
 CG1174
 CG1174;                    North         East     Units Scale Factor Converg.
 CG1174;SPC AZ E     -    58,185.066   224,586.399   MT  0.99990155   +0 03 42.5
 CG1174;SPC AZ E     -   190,895.89    736,832.02   iFT  0.99990155   +0 03 42.5
 CG1174;UTM  12      - 3,488,155.752   590,340.976   MT  0.99970066   +0 29 51.2
 CG1174
 CG1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1174!SPC AZ E     -   0.99978313  x   0.99990155  =   0.99968471
 CG1174!UTM  12      -   0.99978313  x   0.99970066  =   0.99948386
 CG1174
 CG1174|---------------------------------------------------------------------|
 CG1174| PID    Reference Object                     Distance      Geod. Az  |
 CG1174|                                                           dddmmss.s |
 CG1174| CS6121 GUN RM 1                             16.192 METERS 03313     |
 CG1174| CS6122 GUN RM 2                             13.859 METERS 14144     |
 CG1174|---------------------------------------------------------------------|
 CG1174
 CG1174                          SUPERSEDED SURVEY CONTROL
 CG1174
 CG1174  NAD 83(1986)-  31 31 29.21397(N)    110 02 54.42632(W) AD(       ) 2
 CG1174  NGVD 29 (06/28/91) 1408.2    (m)         4620.     (f) VERT ANG    3  
 CG1174
 CG1174.Superseded values are not recommended for survey control.
 CG1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1174.See file dsdata.txt to determine how the superseded data were derived.
 CG1174
 CG1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9034188156(NAD 83)
 CG1174_MARKER: DS = TRIANGULATION STATION DISK
 CG1174_SETTING: 66 = SET IN ROCK OUTCROP
 CG1174_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1174+STABILITY: POSITION/ELEVATION WELL
 CG1174
 CG1174  HISTORY     - Date     Condition        Report By
 CG1174  HISTORY     - 1986     MONUMENTED       AZDT
 CG1174
 CG1174                          STATION DESCRIPTION
 CG1174
 CG1174'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1174'THE STATION IS LOCATED ON TOP OF A SMALL HILL ALONG THE SOUTHWEST SIDE
 CG1174'OF STATE ROUTE 90, ABOUT 13-1/2 MILES EAST OF SIERRA VISTA.
 CG1174'
 CG1174'THE STATION MARK IS AN AZDT DISK STAMPED---GUN 1986---.  IT IS SET IN
 CG1174'A DRILL HOLE IN BEDROCK 40 FEET EAST OF A CHAIN LINK FENCE AND WITNESS
 CG1174'POST.
 CG1174'
 CG1174'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---GUN RM 1 1986---.  IT IS
 CG1174'SET IN A DRILL HOLE IN BEDROCK.
 CG1174'
 CG1174'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---GUN RM 2 1986---.  IT IS
 CG1174'SET IN A DRILL HOLE IN BEDROCK.
 CG1174'
 CG1174'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1174'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TRAVEL EAST
 CG1174'ALONG SR 90 FOR 14.1 MILES TO THE ROD AND GUN CLUB GATE ON THE RIGHT
 CG1174'AT MILE POST 334.5 AND END OF TRUCK TRAVEL.  PACK SOUTHWEST TO TOP OF
 CG1174'SMALL HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0877 ***********************************************************************
 DU0877  DESIGNATION -  GUN RM 1
 DU0877  PID         -  DU0877
 DU0877  STATE/COUNTY-  AZ/MARICOPA
 DU0877  USGS QUAD   -  TEMPE (1982)
 DU0877
 DU0877                         *CURRENT SURVEY CONTROL
 DU0877  ___________________________________________________________________
 DU0877* NAD 83(1986)-  33 27 42.     (N)    111 57 08.     (W)     SCALED    
 DU0877* NAVD 88     -       401.699  (meters)    1317.91   (feet)  ADJUSTED  
 DU0877  ___________________________________________________________________
 DU0877  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0877  DYNAMIC HT  -         401.234 (meters)    1316.38  (feet)  COMP
 DU0877  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DU0877
 DU0877  VERT ORDER  -  SECOND    CLASS 0
 DU0877
 DU0877.The horizontal coordinates were scaled from a topographic map and have
 DU0877.an estimated accuracy of +/- 6 seconds.
 DU0877
 DU0877.The orthometric height was determined by differential leveling
 DU0877.and adjusted in November 1993.
 DU0877
 DU0877.The geoid height was determined by GEOID03.
 DU0877
 DU0877.The dynamic height is computed by dividing the NAVD 88
 DU0877.geopotential number by the normal gravity value computed on the
 DU0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0877.degrees latitude (g = 980.6199 gals.).
 DU0877
 DU0877.The modeled gravity was interpolated from observed gravity values.
 DU0877
 DU0877;                    North         East    Units  Estimated Accuracy
 DU0877;SPC AZ C     -   272,950.      210,060.      MT  (+/- 180 meters Scaled)
 DU0877
 DU0877                          SUPERSEDED SURVEY CONTROL
 DU0877
 DU0877  NGVD 29 (??/??/92)  401.041  (m)         1315.75   (f) ADJ UNCH    2 0
 DU0877
 DU0877.Superseded values are not recommended for survey control.
 DU0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0877.See file dsdata.txt to determine how the superseded data were derived.
 DU0877
 DU0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC115028(NAD 83)
 DU0877_MARKER: DR = REFERENCE MARK DISK
 DU0877_SETTING: 66 = SET IN ROCK OUTCROP
 DU0877_SP_SET: ROCK OUTCROP
 DU0877_STAMPING: GUN NO 1 1963
 DU0877_MARK LOGO: CGS   
 DU0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0877+STABILITY: POSITION/ELEVATION WELL
 DU0877
 DU0877  HISTORY     - Date     Condition        Report By
 DU0877  HISTORY     - 1963     MONUMENTED       CGS
 DU0877  HISTORY     - 1970     GOOD             NGS
 DU0877  HISTORY     - 1979     GOOD             AZDT
 DU0877  HISTORY     - 20060827 POOR             GEOCAC
 DU0877
 DU0877                          STATION DESCRIPTION
 DU0877
 DU0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DU0877'IN PHOENIX.
 DU0877'0.55 MILE SOUTH ALONG GALVIN PARKWAY FROM THE INTERSECTION OF GALVIN
 DU0877'PARKWAY AND MCDOWELL ROAD IN SCOTTSDALE, THENCE 0.15 MILE WEST ALONG A
 DU0877'PAVED ROAD TO THE MARK ON THE LEFT AT THE TOP OF A SMALL HILL, THIS IS
 DU0877'ABOUT 0.1 MILE BEFORE REACHING A LOW PASS.  17.5 FEET NORTHEAST OF
 DU0877'STATION GUN, 8 FEET WEST OF THE CENTER OF AN OLD ROAD.  THE MARK IS
 DU0877'SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP WHICH IS ABOUT FLUSH
 DU0877'WITH THE GROUND SURFACE.
 DU0877
 DU0877                          STATION RECOVERY (1979)
 DU0877
 DU0877'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0877'RECOVERED IN GOOD CONDITION.
 DU0877
 DU0877                          STATION RECOVERY (2006)
 DU0877
 DU0877'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0877'A DRILL HOLE WITH REMNANTS OF CEMENT WITH A CIRCULAR IMPRESSION WAS
 DU0877'LOCATED AT THE SPECIFIED BEARING AND DISTANCE FROM THE STATION MARK.
 DU0877'NO PART OF THE DISC OR STEM WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0875 ***********************************************************************
 DU0875  DESIGNATION -  GUN RM 2
 DU0875  PID         -  DU0875
 DU0875  STATE/COUNTY-  AZ/MARICOPA
 DU0875  USGS QUAD   -  TEMPE (1982)
 DU0875
 DU0875                         *CURRENT SURVEY CONTROL
 DU0875  ___________________________________________________________________
 DU0875* NAD 83(1986)-  33 27 42.     (N)    111 57 08.     (W)     SCALED    
 DU0875* NAVD 88     -       401.089  (meters)    1315.91   (feet)  ADJUSTED  
 DU0875  ___________________________________________________________________
 DU0875  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0875  DYNAMIC HT  -         400.624 (meters)    1314.38  (feet)  COMP
 DU0875  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DU0875
 DU0875  VERT ORDER  -  SECOND    CLASS 0
 DU0875
 DU0875.The horizontal coordinates were scaled from a topographic map and have
 DU0875.an estimated accuracy of +/- 6 seconds.
 DU0875
 DU0875.The orthometric height was determined by differential leveling
 DU0875.and adjusted in November 1993.
 DU0875
 DU0875.The geoid height was determined by GEOID03.
 DU0875
 DU0875.The dynamic height is computed by dividing the NAVD 88
 DU0875.geopotential number by the normal gravity value computed on the
 DU0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0875.degrees latitude (g = 980.6199 gals.).
 DU0875
 DU0875.The modeled gravity was interpolated from observed gravity values.
 DU0875
 DU0875;                    North         East    Units  Estimated Accuracy
 DU0875;SPC AZ C     -   272,950.      210,060.      MT  (+/- 180 meters Scaled)
 DU0875
 DU0875                          SUPERSEDED SURVEY CONTROL
 DU0875
 DU0875  NGVD 29 (??/??/92)  400.429  (m)         1313.74   (f) ADJ UNCH    2 0
 DU0875
 DU0875.Superseded values are not recommended for survey control.
 DU0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0875.See file dsdata.txt to determine how the superseded data were derived.
 DU0875
 DU0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC115028(NAD 83)
 DU0875_MARKER: DR = REFERENCE MARK DISK
 DU0875_SETTING: 66 = SET IN ROCK OUTCROP
 DU0875_SP_SET: ROCK OUTCROP
 DU0875_STAMPING: GUN NO 2 1963
 DU0875_MARK LOGO: CGS   
 DU0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0875+STABILITY: POSITION/ELEVATION WELL
 DU0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0875+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU0875
 DU0875  HISTORY     - Date     Condition        Report By
 DU0875  HISTORY     - 1963     MONUMENTED       CGS
 DU0875  HISTORY     - 1970     GOOD             NGS
 DU0875  HISTORY     - 1979     GOOD             AZDT
 DU0875  HISTORY     - 20060827 GOOD             GEOCAC
 DU0875  HISTORY     - 20060930 MARK NOT FOUND   USPSQD
 DU0875  HISTORY     - 20080320 GOOD             GEOCAC
 DU0875
 DU0875                          STATION DESCRIPTION
 DU0875
 DU0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DU0875'IN PHOENIX.
 DU0875'0.55 MILE SOUTH ALONG GALVIN PARKWAY FROM THE INTERSECTION OF GALVIN
 DU0875'PARKWAY AND MCDOWELL ROAD IN SCOTTSDALE, THENCE 0.15 MILE WEST ALONG A
 DU0875'PAVED ROAD TO THE MARK ON THE LEFT ON TOP OF A SMALL HILL, THIS IS
 DU0875'ABOUT 0.1 MILE BEFORE REACHING A LOW PASS.  24.9 FEET NORTHWEST OF
 DU0875'STATION GUN, 36.5 FEET WEST OF THE CENTER OF AN OLD ROAD.  THE MARK IS
 DU0875'SET IN THE TOP OF AN OUTCROP OF ROCK WHICH IS ABOUT FLUSH WITH THE
 DU0875'GROUND SURFACE.
 DU0875
 DU0875                          STATION RECOVERY (1979)
 DU0875
 DU0875'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0875'RECOVERED IN GOOD CONDITION.
 DU0875
 DU0875                          STATION RECOVERY (2006)
 DU0875
 DU0875'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0875'RECOVERED IN GOOD CONDITION.
 DU0875
 DU0875                          STATION RECOVERY (2006)
 DU0875
 DU0875'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DU0875'MARK NOT FOUND
 DU0875
 DU0875                          STATION RECOVERY (2008)
 DU0875
 DU0875'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU0875'JUST AS REPORTED BY ACM 08/27/2006.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1785 ***********************************************************************
 CZ1785  DESIGNATION -  GUNNISON
 CZ1785  PID         -  CZ1785
 CZ1785  STATE/COUNTY-  AZ/COCHISE
 CZ1785  USGS QUAD   -  DRAGOON (1995)
 CZ1785
 CZ1785                         *CURRENT SURVEY CONTROL
 CZ1785  ___________________________________________________________________
 CZ1785* NAD 83(1992)-  32 06 36.82626(N)    110 01 09.83456(W)     ADJUSTED  
 CZ1785* NAVD 88     -      1482.9    (meters)    4865.     (feet)  VERTCON   
 CZ1785  ___________________________________________________________________
 CZ1785  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CZ1785  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CZ1785  HORZ ORDER  -  FIRST
 CZ1785
 CZ1785.The horizontal coordinates were established by classical geodetic methods
 CZ1785.and adjusted by the National Geodetic Survey in August 1993.
 CZ1785
 CZ1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1785
 CZ1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1785
 CZ1785.The geoid height was determined by GEOID03.
 CZ1785
 CZ1785;                    North         East     Units Scale Factor Converg.
 CZ1785;SPC AZ E     -   123,098.400   227,257.775   MT  0.99990238   +0 04 41.8
 CZ1785;SPC AZ E     -   403,866.14    745,596.37   iFT  0.99990238   +0 04 41.8
 CZ1785;UTM  12      - 3,553,074.750   592,514.051   MT  0.99970555   +0 31 16.6
 CZ1785
 CZ1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1785!SPC AZ E     -   0.99977149  x   0.99990238  =   0.99967389
 CZ1785!UTM  12      -   0.99977149  x   0.99970555  =   0.99947710
 CZ1785
 CZ1785|---------------------------------------------------------------------|
 CZ1785| PID    Reference Object                     Distance      Geod. Az  |
 CZ1785|                                                           dddmmss.s |
 CZ1785| CC6635 GUNNISON RM 2                         6.467 METERS 06452     |
 CZ1785| CC6634 GUNNISON RM 1                         7.965 METERS 16010     |
 CZ1785| CC6633 GUNNISON AZ MK                                     2433343.2 |
 CZ1785|---------------------------------------------------------------------|
 CZ1785
 CZ1785                          SUPERSEDED SURVEY CONTROL
 CZ1785
 CZ1785  NAD 83(1986)-  32 06 36.81939(N)    110 01 09.83215(W) AD(       ) 1
 CZ1785  NAD 27      -  32 06 36.53600(N)    110 01 07.58300(W) AD(       ) 1
 CZ1785  NGVD 29 (07/19/86) 1482.0    (m)         4862.     (f) VERT ANG    3  
 CZ1785
 CZ1785.Superseded values are not recommended for survey control.
 CZ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1785.See file dsdata.txt to determine how the superseded data were derived.
 CZ1785
 CZ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9251453075(NAD 83)
 CZ1785_MARKER: DS = TRIANGULATION STATION DISK
 CZ1785_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1785_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CZ1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1785+STABILITY: POSITION/ELEVATION WELL
 CZ1785
 CZ1785  HISTORY     - Date     Condition        Report By
 CZ1785  HISTORY     - 1946     MONUMENTED       CGS
 CZ1785  HISTORY     - 1956     GOOD             USE
 CZ1785  HISTORY     - 1960     GOOD             CGS
 CZ1785  HISTORY     - 1982     GOOD             AZDT
 CZ1785
 CZ1785                          STATION DESCRIPTION
 CZ1785
 CZ1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1785'THE STATION IS ON THE MOST N OF THE GUNNISON HILLS, 15 MILES
 CZ1785'SW OF WILLCOX BY THE HIGHWAY, 6 MILES, AIRLINE, W OF COCHISE,
 CZ1785'AND 0.3 MILE S OF STATE HIGHWAY 86.
 CZ1785'
 CZ1785'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX
 CZ1785'GO SW ON HIGHWAY 86 FOR 8.4 MILES TO THE JUNCTION OF U.S.
 CZ1785'HIGHWAY 666 AND HIGHWAY 86.  CONTINUE STRAIGHT AHEAD ON
 CZ1785'HIGHWAY 86 FOR 6.6 MILES TO A GATE THROUGH THE FENCE ON
 CZ1785'THE LEFT, JUST AFTER PASSING THROUGH A SHALLOW CUT IN THE
 CZ1785'HILLS.  (TO REACH THE AZIMUTH MARK, CONTINUE ON THE HIGHWAY 0.3
 CZ1785'MILE TO THE MARK ON THE LEFT IN A HIGHWAY CULVERT - 65 YARDS
 CZ1785'AFTER PASSING A ROAD LEFT ACROSS A CATTLE GUARD.) TURN OFF
 CZ1785'THE HIGHWAY, THROUGH THE GATE, BACK TO THE LEFT ALONG THE
 CZ1785'FENCE LINE FOR 0.1 MILE, THENCE RIGHT UP THE SLOPE 0.3 MILE TO
 CZ1785'THE TOP OF THE FIRST HILL AND THE STATION.
 CZ1785'
 CZ1785'THE STATION MARK, WHICH IS A BRONZE STATION DISK, STAMPED GUNNISON
 CZ1785'1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1785'PROJECTS ABOUT 1-1/2 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CZ1785'ON THE HIGHEST PART OF THE HILL.
 CZ1785'
 CZ1785'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CZ1785'GUNNISON NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING
 CZ1785'BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 CZ1785'LOCATED SSE OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 CZ1785'
 CZ1785'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CZ1785'GUNNISON NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING
 CZ1785'BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 CZ1785'LOCATED ENE OF THE STATION AND ABOUT 1/2 FOOT LOWER.
 CZ1785'
 CZ1785'THE AZIMUTH MARK, WHICH IS AN ARIZONA HIGHWAY DEPARTMENT BRONZE
 CZ1785'MARKER, STAMPED 4643.53 1019+00, IS SET FLUSH IN THE CONCRETE
 CZ1785'CULVERT, ABOUT 1/2 FOOT ABOVE THE HIGHWAY, 18-1/2 FEET SE
 CZ1785'OF THE CENTER OF THE HIGHWAY, AND WSW OF THE STATION.
 CZ1785
 CZ1785                          STATION RECOVERY (1956)
 CZ1785
 CZ1785'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1785'RECOVERED AS DESCRIBED.
 CZ1785
 CZ1785                          STATION RECOVERY (1960)
 CZ1785
 CZ1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1785'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ1785'STATE HIGHWAY 86 IS NOW INTERSTATE HIGHWAY 10
 CZ1785'AT THIS POINT.
 CZ1785
 CZ1785                          STATION RECOVERY (1982)
 CZ1785
 CZ1785'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ1785'STATION IS LOCATED 15 MILES SOUTHWEST OF WILLCOX, ARIZONA, BESIDE
 CZ1785'I-10.
 CZ1785'
 CZ1785'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CZ1785'DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 CZ1785'
 CZ1785'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AT I-10 AND U.S.
 CZ1785'HWY 666, 8.5 MILES SOUTHWEST OF WILLCOX.  TRAVEL SOUTHWEST ON I-10
 CZ1785'FOR 6.15 MILES TO A HIGHWAY CUT.  STATION IS AT THE TOP OF NEAREST
 CZ1785'HILL TO THE EAST, ABOUT 1500 FEET SOUTHEAST OF EAST BOUND RIGHT-OF-WAY
 CZ1785'FENCE.  TO DRIVE TO STATION CONTINUE PAST CUT FOR 0.45 MILES TO DOUBLE
 CZ1785'STEEL GATE IN EAST-BOUND RIGHT-OF-WAY FENCE.  PASS THROUGH GATE FOR
 CZ1785'0.1 MILE TO A DIM TRACK ROAD (GAS LINE) TURN LEFT AND TRAVEL 0.3 MILE
 CZ1785'TO A GATE IN A NORTH-SOUTH FENCE.  PASS THROUGH GATE AND CONTINUE TO
 CZ1785'TOP OF RIDGE, TURN RIGHT AND CONTINUE TO THE TOP OF THE HILL AND
 CZ1785'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1515 ***********************************************************************
 DA1515  DESIGNATION -  GUNSIGHT
 DA1515  PID         -  DA1515
 DA1515  STATE/COUNTY-  AZ/PIMA
 DA1515  USGS QUAD   -  GUNSIGHT (1990)
 DA1515
 DA1515                         *CURRENT SURVEY CONTROL
 DA1515  ___________________________________________________________________
 DA1515* NAD 83(1992)-  32 12 01.79022(N)    112 41 06.89508(W)     ADJUSTED  
 DA1515* NAVD 88     -       800.1    (meters)    2625.     (feet)  VERTCON   
 DA1515  ___________________________________________________________________
 DA1515  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DA1515  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA1515  HORZ ORDER  -  SECOND
 DA1515
 DA1515.The horizontal coordinates were established by classical geodetic methods
 DA1515.and adjusted by the National Geodetic Survey in August 1993.
 DA1515
 DA1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1515
 DA1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1515
 DA1515.The geoid height was determined by GEOID03.
 DA1515
 DA1515;                    North         East     Units Scale Factor Converg.
 DA1515;SPC AZ C     -   133,356.650   140,899.060   MT  0.99996473   -0 24 34.5
 DA1515;SPC AZ C     -   437,521.82    462,267.26   iFT  0.99996473   -0 24 34.5
 DA1515;UTM  12      - 3,563,904.715   341,156.651   MT  0.99991116   -0 53 53.6
 DA1515
 DA1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1515!SPC AZ C     -   0.99987932  x   0.99996473  =   0.99984406
 DA1515!UTM  12      -   0.99987932  x   0.99991116  =   0.99979050
 DA1515
 DA1515|---------------------------------------------------------------------|
 DA1515| PID    Reference Object                     Distance      Geod. Az  |
 DA1515|                                                           dddmmss.s |
 DA1515| DA1514 T14S R4W SECS 16 21 1/4 COR           5.478 METERS 00435     |
 DA1515| DA1496 POSO REDONDO WHITE CROSS            APPROX.12.8 KM 0063428.8 |
 DA1515| DA0450 M 309                                              0193757.8 |
 DA1515| CH5271 GUNSIGHT RM 1 RESET                                05541     |
 DA1515| CH5270 GUNSIGHT RM 1                         2.382 METERS 05604     |
 DA1515| CH5272 GUNSIGHT RM 2                         3.234 METERS 11143     |
 DA1515| DA0339 R 26                                APPROX. 7.8 KM 3234240.6 |
 DA1515| DA0448 W 36                                               3534832.5 |
 DA1515|---------------------------------------------------------------------|
 DA1515
 DA1515                          SUPERSEDED SURVEY CONTROL
 DA1515
 DA1515  NAD 83(1986)-  32 12 01.77972(N)    112 41 06.89782(W) AD(       ) 2
 DA1515  NAD 27      -  32 12 01.55135(N)    112 41 04.36898(W) AD(       ) 2
 DA1515  NGVD 29 (07/19/86)  799.4    (m)         2623.     (f) VERT ANG    3  
 DA1515
 DA1515.Superseded values are not recommended for survey control.
 DA1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1515.See file dsdata.txt to determine how the superseded data were derived.
 DA1515
 DA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4115763905(NAD 83)
 DA1515_MARKER: DS = TRIANGULATION STATION DISK
 DA1515_SETTING: 66 = SET IN ROCK OUTCROP
 DA1515
 DA1515  HISTORY     - Date     Condition        Report By
 DA1515  HISTORY     - 1936     MONUMENTED       CGS
 DA1515  HISTORY     - 1972     GOOD             AZHD
 DA1515  HISTORY     - 1977     GOOD             NGS
 DA1515  HISTORY     - 1978     SEE DESCRIPTION  AZDT
 DA1515
 DA1515                          STATION DESCRIPTION
 DA1515
 DA1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1515'ON THE PAPAGO INDIAN RESERVATION, ABOUT 11-1/2 MILES SOUTHEAST
 DA1515'OF AJO, 1-1/2 MILES SOUTH OF THE AJO-TUCSON HIGHWAY, ON THE SUMMIT
 DA1515'OF THE CENTRAL AND HIGHEST ONE OF A GROUP OF HILLS LYING JUST
 DA1515'ABOVE (SOUTH OF) THE GUNSIGHT MINE, ON THE HIGHEST POINT OF
 DA1515'THE NARROW RIDGE FORMING THE SUMMIT, AT ITS WEST EDGE, 15 FEET
 DA1515'NORTH OF A DRIFT FENCE, IN TOP OF LEDGE.  MARKED BY A STANDARD
 DA1515'BRONZE REFERENCE DISK, IN TOP OF A SMALL BOULDER,
 DA1515'IS 2.380 METERS (7.81 FEET) FROM STATION.
 DA1515'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DA1515'DISK, IN TOP OF A BROKEN OUTCROP OF LEDGE ROCK, IS
 DA1515'3.240 METERS (10.63 FEET) FROM STATION.
 DA1515'THE AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC
 DA1515'SURVEY BENCH MARK, W 36, IS ON THE AJO-TUCSON HIGHWAY, IN
 DA1515'THE SOUTHEAST ANGLE OF THE JUNCTION OF THE HIGHWAY AND
 DA1515'THE GUNSIGHT MINE ROAD, 40 FEET SOUTH OF THE CENTER OF
 DA1515'THE HIGHWAY, 30 FEET EAST OF THE CENTER OF THE MINE ROAD
 DA1515'AND 1-1/2 MILES FROM STATION N 06 DEG 12 MIN W.
 DA1515'G. L. O. 1/4 CORNER, SECS.  16 AND 21, A STANDARD GENERAL
 DA1515'LAND OFFICE DISK STAMPED 1/4 S16/S21 SCREWED ON TOP OF A
 DA1515'1-INCH IRON PIPE, PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND
 DA1515'AND SURROUNDED BY A PILE OF SMALL ROCKS, IS 5.478 METERS
 DA1515'(17.97 FEET) FROM STATION N 04 DEG 35 MIN E.
 DA1515
 DA1515                          STATION RECOVERY (1972)
 DA1515
 DA1515'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1515'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1515'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.  THE
 DA1515'DESCRIPTION IS ADEQUATE.
 DA1515
 DA1515                          STATION RECOVERY (1977)
 DA1515
 DA1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DA1515'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN
 DA1515'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS CHECKED WITHIN 6
 DA1515'MM.  AND ANGLES TO MARKS BY 2 MINUTES.  A NEW AZIMUTH MARK WAS
 DA1515'ESTABLISHED AT THIS TIME.
 DA1515'
 DA1515'A NEW TO REACH DESCRIPTION FOLLOWS--
 DA1515'
 DA1515'FROM THE JUNCTION OF ARIZONA HWY. 85 AND 86 AT WHY, TRAVEL SOUTHEAST
 DA1515'ON HWY. 86 TO MILE POST 58.35 AND A BLADED DIRT ROAD ON THE RIGHT,
 DA1515'TURN RIGHT ON ROAD AND CROSS CATTLE GUARD AND GO 250 FEET TO NEW
 DA1515'AZIMUTH MARK, A USC AND GS BM STAMPED M309 1952 ON THE RIGHT.
 DA1515'CONTINUE SOUTH ALONG DIRT ROAD FOR 1.4 MILES TO A TRACK ROAD
 DA1515'RIGHT LEADING WEST, TURN RIGHT AND GO 0.8 MILE TO SEVERAL TRACK
 DA1515'ROADS JUST BEFORE REACHING THE OLD GUNSIGHT MINE, BEAR RIGHT
 DA1515'PASSING BELOW THE MINE DUMPS THEN TURN LEFT PASSING RUINS OF A
 DA1515'ROCK HOUSE TO A LEVEL AREA NEAR MINE SHAFTS.  PACK UP THE WEST
 DA1515'RIDGE TO THE RIGHT AND TO THE STATION.  ABOUT A 25 MINUTE PACK.
 DA1515'
 DA1515'NOTE--USE CAUTION WHEN CLIMBING TO STATION AS THERE ARE SEVERAL OPEN
 DA1515'VERTICAL MINESHAFTS THAT ARE NOT MARKED.
 DA1515'
 DA1515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15.5 MILES
 DA1515'SOUTHEAST OF AJO.
 DA1515'
 DA1515'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1515
 DA1515                          STATION RECOVERY (1978)
 DA1515
 DA1515'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DA1515'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 DA1515'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS CHECKED WITHIN 6 MM.
 DA1515'AND ANGLES TO MARKS BY 2 MINUTES.  A NEW AZIMUTH MARK WAS ESTABLISHED
 DA1515'AT THIS TIME.
 DA1515'
 DA1515'A NEW ROUTE TO THE STATION FOLLOWS.
 DA1515'
 DA1515'FROM THE JUNCTION OF ARIZONA HIGHWAYS 85 AND 86 AT WHY, TRAVEL
 DA1515'SOUTHEAST ON HIGHWAY 86 TO MILE POST 58.35 AND A BLADED ROAD ON THE
 DA1515'RIGHT.  TURN RIGHT ON BLADED ROAD AND CROSS CATTLE GUARD AND GO 250
 DA1515'FEET TO AZIMUTH MARK, A USC AND GS BM STAMPED M309 1952 ON THE RIGHT.
 DA1515'CONTINUE SOUTH ALONG DIRT ROAD FOR 1.4 MILES TO A TRACK ROAD RIGHT
 DA1515'LEADING WEST, TURN RIGHT AND GO 0.8 MILE TO SEVERAL TRACK ROADS JUST
 DA1515'BEFORE REACHING THE OLD GUNSIGHT MINE, BEAR RIGHT PASSING BELOW THE
 DA1515'MINE DUMPS, THEN TURN LEFT PASSING RUINS OF A ROCK HOUSE TO A LEVEL
 DA1515'AREA NEAR MINE SHAFTS.  PACK UP THE WEST RIDGE TO THE RIGHT AND TO THE
 DA1515'STATION.  A 25 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1054 ***********************************************************************
 ET1054  DESIGNATION -  GUNSITE
 ET1054  PID         -  ET1054
 ET1054  STATE/COUNTY-  AZ/LA PAZ
 ET1054  USGS QUAD   -  E C P PEAK (1967)
 ET1054
 ET1054                         *CURRENT SURVEY CONTROL
 ET1054  ___________________________________________________________________
 ET1054* NAD 83(1992)-  34 01 00.41578(N)    113 26 36.46512(W)     ADJUSTED  
 ET1054* NAVD 88     -      1449.9    (meters)    4757.     (feet)  VERTCON   
 ET1054  ___________________________________________________________________
 ET1054  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ET1054  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 ET1054  HORZ ORDER  -  SECOND
 ET1054
 ET1054.The horizontal coordinates were established by classical geodetic methods
 ET1054.and adjusted by the National Geodetic Survey in August 1993.
 ET1054
 ET1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1054
 ET1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1054
 ET1054.The geoid height was determined by GEOID03.
 ET1054
 ET1054;                    North         East     Units Scale Factor Converg.
 ET1054;SPC AZ W     -   334,568.705   241,671.991   MT  0.99994321   +0 10 17.4
 ET1054;SPC AZ W     - 1,097,666.35    792,887.11   iFT  0.99994321   +0 10 17.4
 ET1054;SPC AZ C     -   335,566.448    72,342.843   MT  1.00014507   -0 51 15.4
 ET1054;SPC AZ C     - 1,100,939.79    237,345.29   iFT  1.00014507   -0 51 15.4
 ET1054;UTM  12      - 3,766,709.265   274,370.128   MT  1.00022761   -1 22 03.1
 ET1054
 ET1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1054!SPC AZ W     -   0.99977712  x   0.99994321  =   0.99972034
 ET1054!SPC AZ C     -   0.99977712  x   1.00014507  =   0.99992215
 ET1054!UTM  12      -   0.99977712  x   1.00022761  =   1.00000467
 ET1054
 ET1054|---------------------------------------------------------------------|
 ET1054| PID    Reference Object                     Distance      Geod. Az  |
 ET1054|                                                           dddmmss.s |
 ET1054| CH2404 GUNSITE RM 1                          9.988 METERS 16321     |
 ET1054| CH2403 GUNSITE AZ MK                                      2161641.7 |
 ET1054| CH2405 GUNSITE RM 2                          5.761 METERS 31017     |
 ET1054|---------------------------------------------------------------------|
 ET1054
 ET1054                          SUPERSEDED SURVEY CONTROL
 ET1054
 ET1054  NAD 83(1986)-  34 01 00.41526(N)    113 26 36.46833(W) AD(       ) 2
 ET1054  NAD 27      -  34 01 00.31600(N)    113 26 33.74200(W) AD(       ) 2
 ET1054  NGVD 29 (07/19/86) 1449.2    (m)         4755.     (f) VERT ANG    3  
 ET1054
 ET1054.Superseded values are not recommended for survey control.
 ET1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1054.See file dsdata.txt to determine how the superseded data were derived.
 ET1054
 ET1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7437066709(NAD 83)
 ET1054_MARKER: DS = TRIANGULATION STATION DISK
 ET1054_SETTING: 66 = SET IN ROCK OUTCROP
 ET1054
 ET1054  HISTORY     - Date     Condition        Report By
 ET1054  HISTORY     - 1948     MONUMENTED       CGS
 ET1054  HISTORY     - 1955     GOOD             CGS
 ET1054
 ET1054                          STATION DESCRIPTION
 ET1054
 ET1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1054'THE STATION IS LOCATED ABOUT 17 MILES WEST-NORTHWEST OF AQUILA
 ET1054'AND ABOUT 15 MILES NORTH-NORTHEAST OF WENDEN ON A LIGHT-COLORED
 ET1054'KNOLL.  THERE IS A PROMINENT PEAK 1/4 MILE SOUTHWEST AND
 ET1054'ANOTHER KNOLL 250 YARDS NORTHWEST THAT ARE BOTH HIGHER THAN
 ET1054'THE STATION.  THE STATION MARK IS SET FLUSH ON THE HIGHEST
 ET1054'POINT OF THE KNOLL AND IS STAMPED, GUNSITE 1948.
 ET1054'
 ET1054'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS SET ON THE SOUTH
 ET1054'EDGE OF THE KNOLL 6 FEET LOWER THAN THE STATION MARK.  IT IS
 ET1054'STAMPED, GUNSITE NO 1 1948.
 ET1054'
 ET1054'REFERENCE MARK NO. 2 IS SET FLUSH 2 FEET LOWER THAN THE STATION
 ET1054'MARK.  IT IS STAMPED, GUNSITE NO 2 1948.
 ET1054'
 ET1054'THE AZIMUTH MARK IS SET FLUSH ON THE HIGHEST POINT OF THE
 ET1054'PROMINENT PEAK 1/4 MILE SOUTHWEST OF THE STATION.  IT IS
 ET1054'STAMPED, GUNSITE 1948.
 ET1054'
 ET1054'TO REACH THE STATION FROM WENDEN.  GO NORTH 8.9 MILES TO A
 ET1054'ROAD RIGHT AT POWER LINES.  TURN RIGHT, GO 3.5 MILES TO A
 ET1054'GATE.  PASS THROUGH GATE, CONTINUE 4.6 MILES TO A DIM ROAD
 ET1054'LEFT JUST AFTER PASSING POLE NO. 422 OF THE NORTHERN POWER
 ET1054'LINE.  TURN LEFT, FOLLOW ROAD 4.8 MILES TO A SMALL CAIRN
 ET1054'ON RIGHT AND END OF TRUCK TRAVEL.  FROM HERE THE STATION IS
 ET1054'JUST BEYOND THE PROMINENT PEAK THAT BEARS 10 DEGREES MAGNETIC.
 ET1054'WALK EASTERLY, KEEPING TO THE SOUTH OF THE KNOLLS,
 ET1054'APPROXIMATELY 1-1/4 MILE TO A DEEP WASH.  FOLLOW WASH NORTHERLY
 ET1054'AND EASTERLY TO HEAD OF WASH AND STATION AS DESCRIBED ABOVE.
 ET1054'A 4 HOUR PACK.
 ET1054'
 ET1054'FROM THE STATION IT WAS NOTICED THAT THERE IS A ROAD IN TO
 ET1054'THE BASE OF THE MOUNTAIN SOUTH-SOUTHEAST OF THE STATION.
 ET1054'THIS ROAD APPARANTLY LEAVES THE POWER LINE 2 OR 3 MILES EAST
 ET1054'OF POLE NO. 422.  IF THIS ROAD CAN BE FOUND AND TRAVELED
 ET1054'TO THE BASE OF THE MOUNTAIN IT SHOULD CUT THE PACK IN HALF.
 ET1054
 ET1054                          STATION RECOVERY (1955)
 ET1054
 ET1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1054'THE STATION WAS NOT VISITED.  THE DESCRIPTION WAS FOLLOWED
 ET1054'TO THE END OF TRUCK TRAVEL AND A STAND WAS VISIBLE ON THE
 ET1054'DESCRIBED PEAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1716 ***********************************************************************
 CZ1716  DESIGNATION -  GUST
 CZ1716  PID         -  CZ1716
 CZ1716  STATE/COUNTY-  AZ/PINAL
 CZ1716  USGS QUAD   -  CLARK RANCH (1972)
 CZ1716
 CZ1716                         *CURRENT SURVEY CONTROL
 CZ1716  ___________________________________________________________________
 CZ1716* NAD 83(1992)-  32 42 08.84664(N)    110 31 47.26375(W)     ADJUSTED  
 CZ1716* NAVD 88     -      1148.7    (meters)    3769.     (feet)  VERTCON   
 CZ1716  ___________________________________________________________________
 CZ1716  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 CZ1716  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CZ1716  HORZ ORDER  -  THIRD
 CZ1716
 CZ1716.The horizontal coordinates were established by classical geodetic methods
 CZ1716.and adjusted by the National Geodetic Survey in August 1993.
 CZ1716
 CZ1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1716
 CZ1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1716
 CZ1716.The geoid height was determined by GEOID03.
 CZ1716
 CZ1716;                    North         East     Units Scale Factor Converg.
 CZ1716;SPC AZ C     -   189,607.193   343,393.173   MT  1.00010843   +0 44 57.8
 CZ1716;SPC AZ C     -   622,070.84  1,126,618.02   iFT  1.00010843   +0 44 57.8
 CZ1716;UTM  12      - 3,618,399.833   544,071.594   MT  0.99962395   +0 15 14.6
 CZ1716
 CZ1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1716!SPC AZ C     -   0.99982406  x   1.00010843  =   0.99993247
 CZ1716!UTM  12      -   0.99982406  x   0.99962395  =   0.99944807
 CZ1716
 CZ1716:                Primary Azimuth Mark                     Grid Az
 CZ1716:SPC AZ C     -  TABLE                                    003 25 05.1
 CZ1716:UTM  12      -  TABLE                                    003 54 48.3
 CZ1716
 CZ1716|---------------------------------------------------------------------|
 CZ1716| PID    Reference Object                     Distance      Geod. Az  |
 CZ1716|                                                           dddmmss.s |
 CZ1716| CZ1871 TABLE                               APPROX.13.6 KM 0041002.9 |
 CZ1716| CZ1735 GUST RM 1 X CROSS                     7.738 METERS 16159     |
 CZ1716| CZ1736 GUST RM 2 ROD                         6.519 METERS 21612     |
 CZ1716|---------------------------------------------------------------------|
 CZ1716
 CZ1716                          SUPERSEDED SURVEY CONTROL
 CZ1716
 CZ1716  NAD 83(1986)-  32 42 08.84517(N)    110 31 47.26006(W) AD(       ) 3
 CZ1716  NGVD 29 (05/20/88) 1148.0    (m)         3766.     (f) VERT ANG    3  
 CZ1716
 CZ1716.Superseded values are not recommended for survey control.
 CZ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1716.See file dsdata.txt to determine how the superseded data were derived.
 CZ1716
 CZ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4407218400(NAD 83)
 CZ1716_MARKER: DD = SURVEY DISK
 CZ1716_SETTING: 80 = SET IN A BOULDER
 CZ1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1716+STABILITY: SURFACE MOTION
 CZ1716
 CZ1716  HISTORY     - Date     Condition        Report By
 CZ1716  HISTORY     - 1946     MONUMENTED       USGS
 CZ1716
 CZ1716                          STATION DESCRIPTION
 CZ1716
 CZ1716'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1716'LOCATED ABOUT 8 MI SE. OF MAMMOTH, 1 MI S. AND NEAR HEAD OF
 CZ1716'LITTLE GUST JAMES WASH.  AT WEST END OF HIGH E.-W. RIDGE, AT POINT
 CZ1716'WHERE RIDGE DROPS SHARPLY TO W.
 CZ1716'
 CZ1716'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 0.7 MI E.
 CZ1716'CROSSING SAN PEDRO RIVER TO X-RDS.  TURN RIGHT 3.2 MI S. TO
 CZ1716'COPPER CREEK RD.  GO LEFT UP COPPER CREEK 4.5 MI TO END OF TRUCK
 CZ1716'TRAVEL.  PACK UP WASH (THIS IS SMALL WASH RUNNING INTO COPPER
 CZ1716'CREEK) 0.5 MI SE. BEARING TO RIGHT, BEAR RIGHT TO TOP OF RIDGE.
 CZ1716'STATION CAN BE SEEN ON NEXT RIDGE ABOUT 0.5 MI SE.  CROSS WASH
 CZ1716'AND CLIMB NEXT RIDGE TO HIGHEST POINT AND STATION NEAR LARGE LONE
 CZ1716'SAHUARO.
 CZ1716'
 CZ1716'STATION MARK--STANDARD TABLET STAMPED---GUST 1946---, SET IN ROCK.
 CZ1716'
 CZ1716'RM 1--CHISELED CROSS ON LARGE ROCK.
 CZ1716'
 CZ1716'RM 2--STEEL ROD DRIVEN INTO CENTER OF TRIANGULAR BLAZE ON LARGE
 CZ1716'SAHUARO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1105 ***********************************************************************
 CY1105  DESIGNATION -  GUTHRIE RESET
 CY1105  PID         -  CY1105
 CY1105  STATE/COUNTY-  AZ/GREENLEE
 CY1105  USGS QUAD   -  GUTHRIE (1986)
 CY1105
 CY1105                         *CURRENT SURVEY CONTROL
 CY1105  ___________________________________________________________________
 CY1105* NAD 83(1992)-  32 53 14.07568(N)    109 18 51.72404(W)     ADJUSTED  
 CY1105* NAVD 88     -      2004.2    (meters)    6575.     (feet)  VERTCON   
 CY1105  ___________________________________________________________________
 CY1105  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CY1105  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CY1105  HORZ ORDER  -  FIRST
 CY1105
 CY1105.The horizontal coordinates were established by classical geodetic methods
 CY1105.and adjusted by the National Geodetic Survey in August 1993.
 CY1105
 CY1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1105
 CY1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1105
 CY1105.The geoid height was determined by GEOID03.
 CY1105
 CY1105;                    North         East     Units Scale Factor Converg.
 CY1105;SPC AZ E     -   209,569.748   293,104.471   MT  0.99997839   +0 27 46.1
 CY1105;SPC AZ E     -   687,564.79    961,628.84   iFT  0.99997839   +0 27 46.1
 CY1105;UTM  12      - 3,640,046.444   657,674.133   MT  0.99990655   +0 54 55.7
 CY1105
 CY1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1105!SPC AZ E     -   0.99968951  x   0.99997839  =   0.99966790
 CY1105!UTM  12      -   0.99968951  x   0.99990655  =   0.99959609
 CY1105
 CY1105|---------------------------------------------------------------------|
 CY1105| PID    Reference Object                     Distance      Geod. Az  |
 CY1105|                                                           dddmmss.s |
 CY1105| CC6637 GUTHRIE RM 1                          8.573 METERS 03709     |
 CY1105| CY1124 TARGET ABOUT 2 MI E OF OMON         APPROX.10.2 KM 2273226.5 |
 CY1105| CC6636 GUTHRIE AZ MK                                      2853633.2 |
 CY1105| DT0777 HIGHEST PEAK                        APPROX.24.9 KM 3110414.8 |
 CY1105| CC6638 GUTHRIE RM 2                         18.164 METERS 33908     |
 CY1105| DT0749 MORENCI SILVER TANK                 APPROX.22.0 KM 3484126.5 |
 CY1105| DT0747 MORENCI SMELTER SMOKESTACK          APPROX.19.9 KM 3521719.4 |
 CY1105|---------------------------------------------------------------------|
 CY1105
 CY1105                          SUPERSEDED SURVEY CONTROL
 CY1105
 CY1105  NAD 83(1986)-  32 53 14.07098(N)    109 18 51.72174(W) AD(       ) 1
 CY1105  NAD 27      -  32 53 13.83600(N)    109 18 49.46800(W) AD(       ) 1
 CY1105  NGVD 29 (07/19/86) 2003.4    (m)         6573.     (f) VERT ANG    3  
 CY1105
 CY1105.Superseded values are not recommended for survey control.
 CY1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1105.See file dsdata.txt to determine how the superseded data were derived.
 CY1105
 CY1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5767440046(NAD 83)
 CY1105_MARKER: DS = TRIANGULATION STATION DISK
 CY1105_SETTING: 66 = SET IN ROCK OUTCROP
 CY1105_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1105+STABILITY: POSITION/ELEVATION WELL
 CY1105
 CY1105  HISTORY     - Date     Condition        Report By
 CY1105  HISTORY     - 1934     MONUMENTED       USGS
 CY1105  HISTORY     - 1945     GOOD             CGS
 CY1105  HISTORY     - 1967     GOOD             AMS
 CY1105  HISTORY     - 1976     GOOD             NGS
 CY1105  HISTORY     - 1983     GOOD             AZDT
 CY1105
 CY1105                          STATION DESCRIPTION
 CY1105
 CY1105'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 CY1105'STATION IS LOCATED ON A POINTED HILL, THE HIGHEST IN THE
 CY1105'VICINITY, 14 MILES NW OF DUNCAN AND 20 MILES E OF SAFFORD.  IT
 CY1105'IS IN SEC. 25, T. 6 S., R. 30 E.
 CY1105'
 CY1105'STATION REACHED FROM DUNCAN BY GOING N ON U.S. HIGHWAY 180
 CY1105'27 MILES, OR BY GOING E FROM SAFFORD 16 MILES ON U.S. HIGHWAY
 CY1105'180 TO JUNCTION OF U.S. HIGHWAY 180 AND STATE HIGHWAY 71.
 CY1105'GO E ON STATE HIGHWAY 71 FOR 13.8 MILES.  THIS POINT IS
 CY1105'AT A CANYON WHERE ROAD MAKES A LEFT TURN AND A DIM ROAD GOES
 CY1105'UP CANYON.  TAKE ROAD UP CANYON TO ITS END ABOUT 0.3 MILE.
 CY1105'STATION IS ON THE POINTED PEAK TO THE SE.  BEST ASCENT BY
 CY1105'GOING UP CANYON, TAKING RIGHT FORK TO SADDLE AND FOLLOWING
 CY1105'RIDGE TO THE S AND STATION.  1-1/2-HOUR PACK.
 CY1105'
 CY1105'A STANDARD U.S.C. AND G.S. DISK WAS USED TO REPLACE U.S.G.S.
 CY1105'LOCATION.
 CY1105'
 CY1105'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 CY1105'IN BOULDERS.
 CY1105
 CY1105                          STATION RECOVERY (1945)
 CY1105
 CY1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1105'STATION IS LOCATED ON A HIGH POINTED HILL, BY APPROXIMATE
 CY1105'AIR LINE DISTANCES--23 MILES E OF SAFFORD, 17 MILES NW OF
 CY1105'DUNCAN, 12 MILES S OF CLIFTON, AND 2 MILES SE OF U.S. HIGHWAY
 CY1105'666.  IT IS AT THE HIGHEST POINT IN THE VICINITY.
 CY1105'
 CY1105'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY1105'GO E ON U.S. HIGHWAY 70 FOR 2.1 MILES TO ITS JUNCTION WITH
 CY1105'U.S. HIGHWAY 666, THEN TAKE LEFT FORK ON PAVED U.S. HIGHWAY
 CY1105'666 (CLIFTON ROAD) FOR 7.9 MILES TO THE END OF THE PAVEMENT.
 CY1105'CONTINUE ON GRAVEL ROAD TOWARDS CLIFTON FOR 10.0 MILES TO
 CY1105'THE GREENLEE-GRAHAM COUNTY LINE, THEN CONTINUE FOR 4.4 MILES
 CY1105'TO A LEFT SWITCHBACK TURN IN THE HIGHWAY AT A SQUARE CONCRETE
 CY1105'WATER TANK ABOUT 2 FEET HIGH ON THE LEFT AND A TRACK ROAD
 CY1105'GOING TO THE RIGHT UP THE CANYON.  TURN RIGHT ON THE TRAIL
 CY1105'ROAD UP THE CANYON FOR 0.3 MILE TO THE END OF THE ROAD AT A
 CY1105'SMALL SHACK ON THE LEFT, ABOUT 150 YARDS BEFORE REACHING A
 CY1105'STONE AND DIRT WATER RESERVOIR.  FROM HERE PACK UP THE RIGHT
 CY1105'SIDE OF THE CANYON FOR ABOUT 1/4 MILE TO CANYON FORKS.
 CY1105'THEN CROSS OVER TO THE LEFT SIDE OF CANYON BUT
 CY1105'CONTINUE UP THE RIGHT HAND CANYON ALONG A TRAIL TO THE
 CY1105'SADDLE AT THE HEAD OF THE CANYON.  THEN TURN RIGHT UP
 CY1105'STEEP RIDGE TO HIGHEST POINT AND STATION.
 CY1105'
 CY1105'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 CY1105'IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY1105'AND IS STAMPED GUTHRIE USGS 1934.  IT IS LOCATED ON THE
 CY1105'HIGHEST PART OF THE HILL AND PARTLY SURROUNDED WITH A ROCK
 CY1105'WALL ABOUT 3 FEET HIGH.
 CY1105'
 CY1105'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1105'HOLE IN A BOULDER WHICH PROJECTS ABOUT 10 INCHES ABOVE THE
 CY1105'GROUND AND IS STAMPED GUTHRIE NO 1 1934 USGS.  IT IS NE OF THE
 CY1105'STATION ON ABOUT THE SAME LEVEL.
 CY1105'
 CY1105'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 CY1105'A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND
 CY1105'IS STAMPED GUTHRIE NO 2 1934 USGS.  IT IS NNW OF THE STATION ON
 CY1105'ABOUT THE SAME LEVEL.
 CY1105'
 CY1105'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 CY1105'THE TOP OF AN OUTCROPPING LEDGE OF BEDROCK WHICH PROJECTS
 CY1105'ABOUT 3 FEET ABOVE THE GROUND AND IS STAMPED GUTHRIE USGS 1945.
 CY1105'IT IS LOCATED ABOUT 1/3 MILE WNW OF THE STATION ABOUT HALFWAY
 CY1105'UP THE E SLOPE OF THE FIRST RISE ALONG THE RIDGE W OF THE
 CY1105'STATION.  IT IS ABOUT 5 FEET E OF A 3-FOOT ROCK CAIRN.
 CY1105
 CY1105                          STATION RECOVERY (1967)
 CY1105
 CY1105'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1105'TO REACH STATION FROM THE TOWN HALL IN CLIFTON GO (S) ON
 CY1105'PARK AVE 0.6 MI TO JCT OF PARK AVE AND U.S. 666, GO LEFT (S)
 CY1105'ON U.S. 666 FOR 9.2 MI TO INTERSECTION OF ARIZ 75 AND 78 AND
 CY1105'U.S. 666, GO RIGHT (W) ON U.S. 666 FOR 7.9 MI TO A REST STOP
 CY1105'ON RIGHT SIDE OF HWY, ENTER FIELD THROUGH GATE ON RIGHT AND
 CY1105'GO (N) 0.3 MI TO THE END OF THIS ROAD AT A FEEDING PEN, ABOUT
 CY1105'200 M BEFORE REACHING FEEDING PEN MAKE A RIGHT ONTO A JEEP
 CY1105'TRAIL LEADING UP THROUGH A CANYON, FOLLOW THIS ROAD FOR
 CY1105'APPROXIMATELY 1.0 MI TO A SADDLE AT THE HEAD OF A CANYON,
 CY1105'PARK HERE AND PACK UP THE RIDGE LINE GOING (N) TO THE HIGHEST
 CY1105'POINT AND THE STATION.
 CY1105'
 CY1105'THE STATION IS A BRONZE USC AND GS TRIANGULATION DISK SET
 CY1105'IN A BOULDER PROTRUDING 2 IN ABOVE GROUND AND STAMPED GUTHRIE
 CY1105'1934 USGS.  IT IS PARTIALLY SURROUNDED BY A ROCK WALL WHICH
 CY1105'PROTRUDES ABOUT 2 FT ABOVE GROUND.
 CY1105'
 CY1105'R.M. 1 IS A BRONZE USC AND GS R.M. DISK SET IN A BOULDER
 CY1105'WHICH PROTRUDES 12 IN ABOVE GROUND AND STAMPED GUTHRIE NO
 CY1105'1 1934 USGS.  FROM THE STATION IT IS (NNE) ON A MAG AZ OF 22
 CY1105'DEG AT A DISTANCE OF 8.56 M AND A DE OF +0.44M.
 CY1105'
 CY1105'R.M. 2 IS A BRONZE USC AND GS R.M. DISK SET IN A BOULDER
 CY1105'WHICH PROTRUDES 8 IN ABOVE GROUND AND STAMPED GUTHRIE NO
 CY1105'2 1934 USGS.  FROM THE STATION IT IS (NNW) ON A MAG AZ OF 329
 CY1105'DEG AT A DISTANCE OF 18.18M AND A DE OF +0.13M.
 CY1105'
 CY1105'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW IS GOOD IN ALL
 CY1105'DIRECTIONS.  AZ MARK NOT RECOVERED.
 CY1105
 CY1105                          STATION RECOVERY (1976)
 CY1105
 CY1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1105'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 CY1105'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 CY1105'RECOVERED.  STATION PEACH WILL SERVE FOR AN AZIMUTH MARK.  THE
 CY1105'DISTANCE SHOWN IS A GEODIMETER LENGTH REDUCED TO GEODETIC.
 CY1105'
 CY1105'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 666 AND 70 JUST
 CY1105'EAST OF SAFFORD, TRAVEL EAST ALONG U.S. 666 AND 70 FOR 9.65 MILES TO
 CY1105'ROAD JUNCTION.  TURN LEFT TOWARD CLIFTON FOR 7.8 MILES TO JUNCTION
 CY1105'WITH GRAVEL ROAD. (FORMERLY HWY. 666).  TURN LEFT ON GRAVEL ROAD
 CY1105'9.8 MILES TO A MICRO TOWER ON THE LEFT, TURN RIGHT AND STAY ON
 CY1105'THE MAIN TRAVELED ROAD TO TOP OF MOUNTAIN AND STATION.
 CY1105'
 CY1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES N.W. OF
 CY1105'DUNCAN.
 CY1105'
 CY1105'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1105
 CY1105                          STATION RECOVERY (1983)
 CY1105
 CY1105'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1105'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1976.  A NEW
 CY1105'BUILDING HAS BEEN CONSTRUCTED BETWEEN THE STATION AND REFERENCE MARK
 CY1105'1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7978 ***********************************************************************
 DK7978  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7978  DESIGNATION -  GUZMAN
 DK7978  PID         -  DK7978
 DK7978  STATE/COUNTY-  AZ/GILA
 DK7978  USGS QUAD   -  GLOBE (1982)
 DK7978
 DK7978                         *CURRENT SURVEY CONTROL
 DK7978  ___________________________________________________________________
 DK7978* NAD 83(2007)-  33 27 04.59263(N)    110 49 56.95197(W)     ADJUSTED  
 DK7978* NAVD 88     -       980.64   (meters)    3217.3    (feet)  GPS OBS   
 DK7978  ___________________________________________________________________
 DK7978  EPOCH DATE  -        2007.00
 DK7978  X           -  -1,894,778.828 (meters)                     COMP
 DK7978  Y           -  -4,979,533.502 (meters)                     COMP
 DK7978  Z           -   3,496,352.048 (meters)                     COMP
 DK7978  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DK7978  ELLIP HEIGHT-         953.279 (meters)          (01/09/09) ADJUSTED
 DK7978  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DK7978  HORZ ORDER  -  B
 DK7978  ELLP ORDER  -  FOURTH    CLASS II
 DK7978
 DK7978.The horizontal coordinates were established by GPS observations
 DK7978.and adjusted by the National Geodetic Survey in January 2009.
 DK7978
 DK7978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7978.The horizontal coordinates are valid at the epoch date displayed above.
 DK7978.The epoch date for horizontal control is a decimal equivalence
 DK7978.of Year/Month/Day.
 DK7978
 DK7978.The orthometric height was determined by GPS observations and a
 DK7978.high-resolution geoid model.
 DK7978.The orthometric height was determined by GPS observations and a
 DK7978.high-resolution geoid model using precise GPS observation and
 DK7978.processing techniques.
 DK7978
 DK7978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7978
 DK7978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7978
 DK7978.The ellipsoidal height was determined by GPS observations
 DK7978.and is referenced to NAD 83.
 DK7978
 DK7978.The geoid height was determined by GEOID03.
 DK7978
 DK7978;                    North         East     Units Scale Factor Converg.
 DK7978;SPC AZ E     -   271,995.100   151,461.313   MT  0.99994722   -0 22 01.3
 DK7978;SPC AZ E     -   892,372.38    496,920.32   iFT  0.99994722   -0 22 01.3
 DK7978;UTM  12      - 3,701,329.775   515,568.260   MT  0.99960299   +0 05 32.4
 DK7978
 DK7978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7978!SPC AZ E     -   0.99985036  x   0.99994722  =   0.99979759
 DK7978!UTM  12      -   0.99985036  x   0.99960299  =   0.99945341
 DK7978
 DK7978                          SUPERSEDED SURVEY CONTROL
 DK7978
 DK7978.No superseded survey control is available for this station.
 DK7978
 DK7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1556801330(NAD 83)
 DK7978_MARKER: F = FLANGE-ENCASED ROD
 DK7978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7978_STAMPING: GUZMAN
 DK7978_MARK LOGO: NGS   
 DK7978_PROJECTION: RECESSED 15 CENTIMETERS
 DK7978_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7978+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7978_ROD/PIPE-DEPTH:  6.4 meters
 DK7978_SLEEVE-DEPTH  :  0.9 meters
 DK7978
 DK7978  HISTORY     - Date     Condition        Report By
 DK7978  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7978
 DK7978                          STATION DESCRIPTION
 DK7978
 DK7978'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7978'FROM THE INTERSECTION OF U.S. 60 AND S.R.  188 IN CLAYPOOL, ARIZONA GO
 DK7978'NORTH FOR 1.9 MI (3.1 KM) TO BIXBY ROAD TURN NORTH FOR 0.8 MI.
 DK7978'MONUMENT IS STAINLESS STEEL ROD IN HAND HOLE ON THE NORTHEAST END OF
 DK7978'BRIDGE JUST NORTH OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0905 ***********************************************************************
 FQ0905  DESIGNATION -  GYPSY
 FQ0905  PID         -  FQ0905
 FQ0905  STATE/COUNTY-  AZ/COCONINO
 FQ0905  USGS QUAD   -  BADGER SPRING (1969)
 FQ0905
 FQ0905                         *CURRENT SURVEY CONTROL
 FQ0905  ___________________________________________________________________
 FQ0905* NAD 83(1992)-  35 39 51.23560(N)    111 14 12.93477(W)     ADJUSTED  
 FQ0905* NAVD 88     -      1488.2    (meters)    4883.     (feet)  VERTCON   
 FQ0905  ___________________________________________________________________
 FQ0905  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FQ0905  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FQ0905  HORZ ORDER  -  THIRD
 FQ0905
 FQ0905.The horizontal coordinates were established by classical geodetic methods
 FQ0905.and adjusted by the National Geodetic Survey in August 1993.
 FQ0905
 FQ0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0905
 FQ0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0905
 FQ0905.The geoid height was determined by GEOID03.
 FQ0905
 FQ0905;                    North         East     Units Scale Factor Converg.
 FQ0905;SPC AZ C     -   517,474.033   274,900.952   MT  0.99994665   +0 23 46.8
 FQ0905;SPC AZ C     - 1,697,749.45    901,906.01   iFT  0.99994665   +0 23 46.8
 FQ0905;UTM  12      - 3,946,733.779   478,556.224   MT  0.99960567   -0 08 17.3
 FQ0905
 FQ0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0905!SPC AZ C     -   0.99977023  x   0.99994665  =   0.99971689
 FQ0905!UTM  12      -   0.99977023  x   0.99960567  =   0.99937599
 FQ0905
 FQ0905|---------------------------------------------------------------------|
 FQ0905| PID    Reference Object                     Distance      Geod. Az  |
 FQ0905|                                                           dddmmss.s |
 FQ0905| CR9975 GYPSY RM 2                            7.861 METERS 03955     |
 FQ0905| FQ0571 BLACK POINT                         APPROX.11.0 KM 2901900.1 |
 FQ0905| CR9974 GYPSY RM 1                            8.324 METERS 31109     |
 FQ0905|---------------------------------------------------------------------|
 FQ0905
 FQ0905                          SUPERSEDED SURVEY CONTROL
 FQ0905
 FQ0905  NAD 83(1986)-  35 39 51.23331(N)    111 14 12.92482(W) AD(       ) 3
 FQ0905  NGVD 29 (02/23/90) 1487.4    (m)         4880.     (f) VERT ANG    3  
 FQ0905
 FQ0905.Superseded values are not recommended for survey control.
 FQ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0905.See file dsdata.txt to determine how the superseded data were derived.
 FQ0905
 FQ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7855646734(NAD 83)
 FQ0905_MARKER: DS = TRIANGULATION STATION DISK
 FQ0905_SETTING: 80 = SET IN A BOULDER
 FQ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0905+STABILITY: SURFACE MOTION
 FQ0905
 FQ0905  HISTORY     - Date     Condition        Report By
 FQ0905  HISTORY     - 1955     MONUMENTED       USGS
 FQ0905  HISTORY     - 1969     GOOD             USGS
 FQ0905
 FQ0905                          STATION DESCRIPTION
 FQ0905
 FQ0905'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0905'LOCATED ABOUT 17.1 MI SE. OF CAMERON, 5.3 MI NNE. OF BLACK FALLS
 FQ0905'TRADING POST, 4.1 MI E. OF LITTLE COLORADO RIVER.  ON SOUTHWEST
 FQ0905'EDGE OF PROMINENT POINT OF TERRACED BENCH.
 FQ0905'
 FQ0905'STATION MARK--STANDARD TABLET STAMPED---GYPSY 1955---, CEMENTED IN
 FQ0905'TOP OF BURIED SANDSTONE ROCK.
 FQ0905'
 FQ0905'RM 1--STANDARD RM TABLET STAMPED---GYPSY 1955 NO 1---, CEMENTED IN
 FQ0905'TOP OF BURIED SANDSTONE ROCK.
 FQ0905'
 FQ0905'RM 2--STANDARD RM TABLET STAMPED---GYPSY 1955 NO 2---, CEMENTED IN
 FQ0905'TOP OF BURIED SANDSTONE ROCK.
 FQ0905
 FQ0905                          STATION RECOVERY (1969)
 FQ0905
 FQ0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0905'RECOVERED AS DESCRIBED BY USGS.
 FQ0905'
 FQ0905'TO REACH FROM WUPATKI NATIONAL MONUMENT VISITORS CENTER, DRIVE
 FQ0905'0.4 MI SE. TO T-RD. NE.  TURN 1.2 MI NE. ON DIRT RD. TO Y-RD.
 FQ0905'JCT.  TAKE LEFT FORK 5.6 MI TO LITTLE COLORADO RIVER.  CROSS RIVER
 FQ0905'E. ON MAIN-TRAVELED RD. 6.6 MI TO Y-RD. FORK.  TAKE LEFT FORK 4.5
 FQ0905'MI TO RD. FORK.  TAKE LEFT FORK 3.3 MI NW. TO HOGAN.  TAKE DIM
 FQ0905'TRACK RD. 0.7 MI N. FROM HOGAN.  LEAVE RD. NW. ALONG DIVIDE OF
 FQ0905'DRAINAGE 2.7 MI.  TURN SW. UP SLIGHT GRADE 0.7 MI TO EDGE OF
 FQ0905'CLIFFS AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0162 ***********************************************************************
 DB0162  DESIGNATION -  H
 DB0162  PID         -  DB0162
 DB0162  STATE/COUNTY-  AZ/YUMA
 DB0162  USGS QUAD   -  LIGURTA (1965)
 DB0162
 DB0162                         *CURRENT SURVEY CONTROL
 DB0162  ___________________________________________________________________
 DB0162* NAD 83(1986)-  32 41 11.     (N)    114 18 18.     (W)     SCALED    
 DB0162* NAVD 88     -        68.72   (+/-2cm)     225.5    (feet)  VERTCON   
 DB0162  ___________________________________________________________________
 DB0162  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0162  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0162
 DB0162.The horizontal coordinates were scaled from a topographic map and have
 DB0162.an estimated accuracy of +/- 6 seconds.
 DB0162
 DB0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0162.The vertical order pertains to the NGVD 29 superseded value.
 DB0162
 DB0162.The geoid height was determined by GEOID03.
 DB0162
 DB0162;                    North         East    Units  Estimated Accuracy
 DB0162;SPC AZ W     -   187,120.      161,310.      MT  (+/- 180 meters Scaled)
 DB0162
 DB0162                          SUPERSEDED SURVEY CONTROL
 DB0162
 DB0162  NGVD 29 (??/??/??)   68.071  (m)          223.33   (f) ADJUSTED    1 2
 DB0162
 DB0162.Superseded values are not recommended for survey control.
 DB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0162.See file dsdata.txt to determine how the superseded data were derived.
 DB0162
 DB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS526197(NAD 83)
 DB0162_MARKER: P = PIPE CAP
 DB0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0162_STAMPING: 223.330 H
 DB0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0162
 DB0162  HISTORY     - Date     Condition        Report By
 DB0162  HISTORY     - UNK      MONUMENTED       USGS
 DB0162  HISTORY     - 1935     GOOD             NGS
 DB0162
 DB0162                          STATION DESCRIPTION
 DB0162
 DB0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0162'6.2 MI SE FROM DOME.
 DB0162'6.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0162'FROM THE STATION AT DOME, YUMA COUNTY, 1/2 MILE NORTHWEST OF
 DB0162'MILEPOST 759, 3-1/2 RAILS NORTHWEST OF CULVERT 759.55, 42 FEET
 DB0162'SOUTHWEST OF THE CENTERLINE OF THE SOUTH TRACK, IN LINE WITH A
 DB0162'ROW OF POLES, 38 FEET NORTHWEST OF A GUYED POLE, LEVEL WITH
 DB0162'THE TRACK, AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 DB0162'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0366 ***********************************************************************
 ET0366  DESIGNATION -  H 1
 ET0366  PID         -  ET0366
 ET0366  STATE/COUNTY-  AZ/YAVAPAI
 ET0366  USGS QUAD   -  HILLSIDE (1969)
 ET0366
 ET0366                         *CURRENT SURVEY CONTROL
 ET0366  ___________________________________________________________________
 ET0366* NAD 83(1986)-  34 26 40.     (N)    112 56 23.     (W)     SCALED    
 ET0366* NAVD 88     -      1206.181  (meters)    3957.28   (feet)  POSTED    
 ET0366  ___________________________________________________________________
 ET0366  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 ET0366  DYNAMIC HT  -        1204.660 (meters)    3952.29  (feet)  COMP
 ET0366  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 ET0366
 ET0366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0366
 ET0366.The horizontal coordinates were scaled from a topographic map and have
 ET0366.an estimated accuracy of +/- 6 seconds.
 ET0366
 ET0366.The orthometric height was determined by differential leveling
 ET0366.and adjusted in November 2005.
 ET0366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0366.rate of 0.0 thru 1.0 mm/km.
 ET0366
 ET0366.The geoid height was determined by GEOID03.
 ET0366
 ET0366.The dynamic height is computed by dividing the NAVD 88
 ET0366.geopotential number by the normal gravity value computed on the
 ET0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0366.degrees latitude (g = 980.6199 gals.).
 ET0366
 ET0366.The modeled gravity was interpolated from observed gravity values.
 ET0366
 ET0366;                    North         East    Units  Estimated Accuracy
 ET0366;SPC AZ C     -   382,420.      119,350.      MT  (+/- 180 meters Scaled)
 ET0366
 ET0366                          SUPERSEDED SURVEY CONTROL
 ET0366
 ET0366  NGVD 29 (??/??/92) 1205.434  (m)         3954.83   (f) ADJ UNCH    1 2
 ET0366
 ET0366.Superseded values are not recommended for survey control.
 ET0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0366.See file dsdata.txt to determine how the superseded data were derived.
 ET0366
 ET0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD217131(NAD 83)
 ET0366_MARKER: DD = SURVEY DISK
 ET0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0366_SP_SET: CULVERT
 ET0366_STAMPING: H 1 3955 1944
 ET0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0366+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0366
 ET0366  HISTORY     - Date     Condition        Report By
 ET0366  HISTORY     - UNK      MONUMENTED       USGS
 ET0366  HISTORY     - 1950     GOOD             NGS
 ET0366  HISTORY     - 20040404 GOOD             GEOCAC
 ET0366  HISTORY     - 20080803 GOOD             GEOCAC
 ET0366
 ET0366                          STATION DESCRIPTION
 ET0366
 ET0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0366'2.6 MI NW FROM HILLSIDE.
 ET0366'2.6 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0366'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 207.2 FEET EAST OF
 ET0366'THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A DOUBLE 8- BY 10-FOOT
 ET0366'CONCRETE BOX CULVERT, AT THE SOUTHEAST BASE OF A ROCKY KNOLL, IN THE
 ET0366'TOP OF A GRANITE BOULDER, 50 FEET WEST OF THE CENTER LINE OF A TRACK
 ET0366'ROAD LEADING NORTHEAST, 42 FEET NORTH OF THE CENTER LINE OF THE
 ET0366'HIGHWAY, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE
 ET0366'PAINTED LETTERS B M.
 ET0366
 ET0366                          STATION RECOVERY (2004)
 ET0366
 ET0366'RECOVERY NOTE BY GEOCACHING 2004 (RLS)
 ET0366'RECOVERED IN GOOD CONDITION.
 ET0366
 ET0366                          STATION RECOVERY (2008)
 ET0366
 ET0366'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0366'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0366'26.676' W112 56.391'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0489 ***********************************************************************
 FR0489  DESIGNATION -  H 1 RESET
 FR0489  PID         -  FR0489
 FR0489  STATE/COUNTY-  AZ/MOHAVE
 FR0489  USGS QUAD   -  PEACOCK PEAK (1980)
 FR0489
 FR0489                         *CURRENT SURVEY CONTROL
 FR0489  ___________________________________________________________________
 FR0489* NAD 83(1986)-  35 22 25.     (N)    113 51 25.     (W)     SCALED    
 FR0489* NAVD 88     -      1043.139  (meters)    3422.37   (feet)  ADJUSTED  
 FR0489  ___________________________________________________________________
 FR0489  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FR0489  DYNAMIC HT  -        1041.907 (meters)    3418.32  (feet)  COMP
 FR0489  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 FR0489
 FR0489  VERT ORDER  -  FIRST     CLASS I
 FR0489
 FR0489.The horizontal coordinates were scaled from a topographic map and have
 FR0489.an estimated accuracy of +/- 6 seconds.
 FR0489
 FR0489.The orthometric height was determined by differential leveling
 FR0489.and adjusted in June 1991.
 FR0489
 FR0489.The geoid height was determined by GEOID03.
 FR0489
 FR0489.The dynamic height is computed by dividing the NAVD 88
 FR0489.geopotential number by the normal gravity value computed on the
 FR0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0489.degrees latitude (g = 980.6199 gals.).
 FR0489
 FR0489.The modeled gravity was interpolated from observed gravity values.
 FR0489
 FR0489;                    North         East    Units  Estimated Accuracy
 FR0489;SPC AZ W     -   485,040.      203,640.      MT  (+/- 180 meters Scaled)
 FR0489
 FR0489                          SUPERSEDED SURVEY CONTROL
 FR0489
 FR0489  NGVD 29 (??/??/92) 1042.341  (m)         3419.75   (f) ADJ UNCH    1 1
 FR0489
 FR0489.Superseded values are not recommended for survey control.
 FR0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0489.See file dsdata.txt to determine how the superseded data were derived.
 FR0489
 FR0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE404182(NAD 83)
 FR0489_MARKER: DB = BENCH MARK DISK
 FR0489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FR0489_MARK LOGO: CGS   
 FR0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0489
 FR0489  HISTORY     - Date     Condition        Report By
 FR0489  HISTORY     - UNK      MONUMENTED       RBNF
 FR0489  HISTORY     - 1935     GOOD             NGS
 FR0489  HISTORY     - 1982     GOOD             NGS
 FR0489
 FR0489                          STATION DESCRIPTION
 FR0489
 FR0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0489'10.0 MI W FROM HACKBERRY.
 FR0489'10.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0489'THE STATION AT HACKBERRY, MOHAVE COUNTY, 2.3 MILES EAST OF THE STATION
 FR0489'SIGN AT WALAPAI, 2-1/2 POLES NORTHEAST OF MILEPOST 499, AT THE
 FR0489'NORTHWEST CORNER OF BRIDGE C 499, COUNTERSUNK 1 FOOT BELOW THE TOP OF
 FR0489'THE SLOPING CONCRETE WINGWALL, 10.5 FEET NORTHWEST OF THE CENTERLINE
 FR0489'OF THE NORTH TRACK, AND 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL. A
 FR0489'STANDARD DISK.
 FR0489
 FR0489                          STATION RECOVERY (1982)
 FR0489
 FR0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0489'RECOVERED IN GOOD CONDITION. DISK NOT STAMPED.
 FR0489'THE MARK IS 0.5 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0828 ***********************************************************************
 DV0828  DESIGNATION -  H 10
 DV0828  PID         -  DV0828
 DV0828  STATE/COUNTY-  AZ/MARICOPA
 DV0828  USGS QUAD   -  GILLESPIE (1984)
 DV0828
 DV0828                         *CURRENT SURVEY CONTROL
 DV0828  ___________________________________________________________________
 DV0828* NAD 83(1986)-  33 18 02.     (N)    112 54 16.     (W)     SCALED    
 DV0828* NAVD 88     -       271.39   (+/-2cm)     890.4    (feet)  VERTCON   
 DV0828  ___________________________________________________________________
 DV0828  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV0828  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0828
 DV0828.The horizontal coordinates were scaled from a topographic map and have
 DV0828.an estimated accuracy of +/- 6 seconds.
 DV0828
 DV0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0828.The vertical order pertains to the NGVD 29 superseded value.
 DV0828
 DV0828.The geoid height was determined by GEOID03.
 DV0828
 DV0828;                    North         East    Units  Estimated Accuracy
 DV0828;SPC AZ C     -   255,520.      121,370.      MT  (+/- 180 meters Scaled)
 DV0828
 DV0828                          SUPERSEDED SURVEY CONTROL
 DV0828
 DV0828  NGVD 29 (??/??/92)  270.772  (m)          888.36   (f) ADJ UNCH    1 2
 DV0828
 DV0828.Superseded values are not recommended for survey control.
 DV0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0828.See file dsdata.txt to determine how the superseded data were derived.
 DV0828
 DV0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB226862(NAD 83)
 DV0828_MARKER: DB = BENCH MARK DISK
 DV0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0828_SP_SET: MONUMENT
 DV0828_STAMPING: 888.358 H 10 1927
 DV0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0828
 DV0828  HISTORY     - Date     Condition        Report By
 DV0828  HISTORY     - 1927     MONUMENTED       CGS
 DV0828
 DV0828                          STATION DESCRIPTION
 DV0828
 DV0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV0828'11.4 MI W FROM HASSAYAMPA.
 DV0828'11.4 MILES WEST OF HASSAYAMPA RR. SWITCH.  BRONZE DISC SET IN STANDARD
 DV0828'CONCRETE MONUMENT 100 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS,
 DV0828'AND 1 FOOT INSIDE RIGHT-OF-WAY FENCE LINE.  4-2/3 TELEPHONE POLES EAST
 DV0828'OF MILEPOST 856.  310 FEET WEST OF SIGNBOARD CRAG.  40 FEET EAST OF
 DV0828'THE SOUTHWEST CORNER OF BOARD FENCE WHICH SURROUNDS THE SECTION
 DV0828'HOUSES.  260 FEET EAST OF WATER TANK JUST EAST OF THE SECTION FOREMANS
 DV0828'HOUSE.  MARK IS 1 FOOT ABOVE GROUND LEVEL, AND 4 FEET BELOW TRACK.
 DV0828'MARK IS ON THE S.P. RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0333 ***********************************************************************
 DU0333  DESIGNATION -  H 101
 DU0333  PID         -  DU0333
 DU0333  STATE/COUNTY-  AZ/GILA
 DU0333  USGS QUAD   -  CHROME BUTTE (1966)
 DU0333
 DU0333                         *CURRENT SURVEY CONTROL
 DU0333  ___________________________________________________________________
 DU0333* NAD 83(1986)-  33 33 10.     (N)    110 41 54.     (W)     SCALED    
 DU0333* NAVD 88     -      1481.465  (meters)    4860.44   (feet)  ADJUSTED  
 DU0333  ___________________________________________________________________
 DU0333  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DU0333  DYNAMIC HT  -        1479.385 (meters)    4853.62  (feet)  COMP
 DU0333  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 DU0333
 DU0333  VERT ORDER  -  SECOND    CLASS 0
 DU0333
 DU0333.The horizontal coordinates were scaled from a topographic map and have
 DU0333.an estimated accuracy of +/- 6 seconds.
 DU0333
 DU0333.The orthometric height was determined by differential leveling
 DU0333.and adjusted in June 1991.
 DU0333
 DU0333.The geoid height was determined by GEOID03.
 DU0333
 DU0333.The dynamic height is computed by dividing the NAVD 88
 DU0333.geopotential number by the normal gravity value computed on the
 DU0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0333.degrees latitude (g = 980.6199 gals.).
 DU0333
 DU0333.The modeled gravity was interpolated from observed gravity values.
 DU0333
 DU0333;                    North         East    Units  Estimated Accuracy
 DU0333;SPC AZ E     -   283,180.      163,990.      MT  (+/- 180 meters Scaled)
 DU0333
 DU0333                          SUPERSEDED SURVEY CONTROL
 DU0333
 DU0333  NGVD 29 (??/??/92) 1480.778  (m)         4858.19   (f) ADJ UNCH    2 0
 DU0333
 DU0333.Superseded values are not recommended for survey control.
 DU0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0333.See file dsdata.txt to determine how the superseded data were derived.
 DU0333
 DU0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC280126(NAD 83)
 DU0333_MARKER: DD = SURVEY DISK
 DU0333_SETTING: 80 = SET IN A BOULDER
 DU0333_SP_SET: BOULDER
 DU0333_STAMPING: H 101 1935
 DU0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0333+STABILITY: SURFACE MOTION
 DU0333
 DU0333  HISTORY     - Date     Condition        Report By
 DU0333  HISTORY     - 1935     MONUMENTED       USFS
 DU0333  HISTORY     - 1966     GOOD             USGS
 DU0333  HISTORY     - 1979     GOOD             NGS
 DU0333
 DU0333                          STATION DESCRIPTION
 DU0333
 DU0333'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0333'14.9 MI NE FROM GLOBE.
 DU0333'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O IN GLOBE, GILA
 DU0333'COUNTY, 4.7 MILES NORTHWEST ALONG OLD HIGHWAY 60, 75 YARDS NORTHWEST
 DU0333'OF RIGHT-OF-WAY MARKER 778+96.83, ABOUT 120 FEET NORTHWEST OF A
 DU0333'CONCRETE CULVERT, ABOUT 60 FEET SOUTHWEST OF A RANGE STUDY PLOT, 45
 DU0333'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 DU0333'WHITE QUARTZITE BOULDER.
 DU0333
 DU0333                          STATION RECOVERY (1979)
 DU0333
 DU0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0333'13.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0333'COURTHOUSE IN GLOBE, THENCE 0.7 MILES WEST ALONG A PAVED ROAD
 DU0333'(OLD U.S. HIGHWAY 60), 150 FEET NORTHWEST OF A 4X4 INCH WOODEN POST
 DU0333'RIGHT OF WAY MARKER, 120 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DU0333'AN 8-INCH PIPE CULVERT, 60 FEET SOUTHWEST OF A FENCE CORNER AND 45
 DU0333'FEET NORTH OF THE CENTER OF THE ROAD.  NOT LEVELED TO THIS SURVEY.
 DU0333'THE MARK IS 10 FT  N FROM A WITNESS POST.
 DU0333'THE MARK IS 3 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0529 ***********************************************************************
 ET0529  DESIGNATION -  H 102
 ET0529  PID         -  ET0529
 ET0529  STATE/COUNTY-  AZ/YAVAPAI
 ET0529  USGS QUAD   -  SKULL VALLEY (1979)
 ET0529
 ET0529                         *CURRENT SURVEY CONTROL
 ET0529  ___________________________________________________________________
 ET0529* NAD 83(1986)-  34 35 08.     (N)    112 40 24.     (W)     SCALED    
 ET0529* NAVD 88     -      1449.169  (meters)    4754.48   (feet)  POSTED    
 ET0529  ___________________________________________________________________
 ET0529  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 ET0529  DYNAMIC HT  -        1447.240 (meters)    4748.15  (feet)  COMP
 ET0529  MODELED GRAV-     979,253.3   (mgal)                       NAVD 88
 ET0529
 ET0529  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0529
 ET0529.The horizontal coordinates were scaled from a topographic map and have
 ET0529.an estimated accuracy of +/- 6 seconds.
 ET0529
 ET0529.The orthometric height was determined by differential leveling
 ET0529.and adjusted in November 2005.
 ET0529.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0529.was located on a no-check spur therefore a value was not computed.
 ET0529.No vertical observational check was made to the station.
 ET0529
 ET0529.The geoid height was determined by GEOID03.
 ET0529
 ET0529.The dynamic height is computed by dividing the NAVD 88
 ET0529.geopotential number by the normal gravity value computed on the
 ET0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0529.degrees latitude (g = 980.6199 gals.).
 ET0529
 ET0529.The modeled gravity was interpolated from observed gravity values.
 ET0529
 ET0529;                    North         East    Units  Estimated Accuracy
 ET0529;SPC AZ C     -   397,860.      143,950.      MT  (+/- 180 meters Scaled)
 ET0529
 ET0529                          SUPERSEDED SURVEY CONTROL
 ET0529
 ET0529  NGVD 29 (??/??/92) 1448.343  (m)         4751.77   (f) ADJ UNCH    2 0
 ET0529
 ET0529.Superseded values are not recommended for survey control.
 ET0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0529.See file dsdata.txt to determine how the superseded data were derived.
 ET0529
 ET0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD465283(NAD 83)
 ET0529_MARKER: DD = SURVEY DISK
 ET0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0529_STAMPING: H 102 1935
 ET0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0529+STABILITY: SURFACE MOTION
 ET0529
 ET0529  HISTORY     - Date     Condition        Report By
 ET0529  HISTORY     - 1935     MONUMENTED       USFS
 ET0529  HISTORY     - 1952     GOOD             NGS
 ET0529  HISTORY     - 1974     POOR             USGS
 ET0529
 ET0529                          STATION DESCRIPTION
 ET0529
 ET0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0529'6.4 MI N FROM SKULL VALLEY.
 ET0529'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0529'POST OFFICE AT SKULL VALLEY, THENCE 1.8 MILES NORTH ALONG THE GRADED
 ET0529'COUNTY ROAD TO SIMMONS, IN A SMALL CLEARING 0.5 MILE SOUTH OF A CATTLE
 ET0529'GUARD AT THE ENTRANCE TO THE PRESCOTT NATIONAL FOREST, 127 FEET
 ET0529'SOUTHWEST OF AND ACROSS THE ROAD FROM A LONE 24-INCH CEDAR TREE, 45
 ET0529'FEET WEST OF THE CENTER LINE AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 ET0529'2.5 FEET EAST OF A WITNESS POST. AND SET IN THE TOP OF A CONCRETE POST
 ET0529'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0529
 ET0529                          STATION RECOVERY (1974)
 ET0529
 ET0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0529'FROM THE P.O. IN SKULL VALLEY GO 4.8 MI. NO. ALONG THE PAVED RD.
 ET0529'TOWARD PRESCOTT, GO LEFT 1.8 MI. ON A GRADED COUNTY RD., AT A DIM
 ET0529'Y-RD. TO NW, 127 FT. SW AND ACROSS THE ROAD FROM A LONE PINE TREE, 45
 ET0529'FT. WEST OF THE CENTER LINE OF THE ROAD, AND 1.0 FT. HIGHER. THIS
 ET0529'MON. HAS BEEN DISTURBED, PART IS BROKEN OFF, TABLET IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0481 ***********************************************************************
 ET0481  DESIGNATION -  H 103
 ET0481  PID         -  ET0481
 ET0481  STATE/COUNTY-  AZ/YAVAPAI
 ET0481  USGS QUAD   -  INDIAN PEAK (1986)
 ET0481
 ET0481                         *CURRENT SURVEY CONTROL
 ET0481  ___________________________________________________________________
 ET0481* NAD 83(1986)-  34 54 17.     (N)    112 50 23.     (W)     SCALED    
 ET0481* NAVD 88     -      1626.833  (meters)    5337.37   (feet)  POSTED    
 ET0481  ___________________________________________________________________
 ET0481  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 ET0481  DYNAMIC HT  -        1624.660 (meters)    5330.24  (feet)  COMP
 ET0481  MODELED GRAV-     979,240.7   (mgal)                       NAVD 88
 ET0481
 ET0481  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0481
 ET0481.The horizontal coordinates were scaled from a topographic map and have
 ET0481.an estimated accuracy of +/- 6 seconds.
 ET0481
 ET0481.The orthometric height was determined by differential leveling
 ET0481.and adjusted in November 2005.
 ET0481.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0481.was located on a no-check spur therefore a value was not computed.
 ET0481.No vertical observational check was made to the station.
 ET0481
 ET0481.The geoid height was determined by GEOID03.
 ET0481
 ET0481.The dynamic height is computed by dividing the NAVD 88
 ET0481.geopotential number by the normal gravity value computed on the
 ET0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0481.degrees latitude (g = 980.6199 gals.).
 ET0481
 ET0481.The modeled gravity was interpolated from observed gravity values.
 ET0481
 ET0481;                    North         East    Units  Estimated Accuracy
 ET0481;SPC AZ C     -   433,390.      129,010.      MT  (+/- 180 meters Scaled)
 ET0481
 ET0481                          SUPERSEDED SURVEY CONTROL
 ET0481
 ET0481  NGVD 29 (??/??/92) 1625.908  (m)         5334.33   (f) ADJ UNCH    2 0
 ET0481
 ET0481.Superseded values are not recommended for survey control.
 ET0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0481.See file dsdata.txt to determine how the superseded data were derived.
 ET0481
 ET0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD319640(NAD 83)
 ET0481_MARKER: DD = SURVEY DISK
 ET0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0481_STAMPING: H 103 1935
 ET0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0481+STABILITY: SURFACE MOTION
 ET0481
 ET0481  HISTORY     - Date     Condition        Report By
 ET0481  HISTORY     - 1935     MONUMENTED       USFS
 ET0481  HISTORY     - 1935     GOOD             NGS
 ET0481
 ET0481                          STATION DESCRIPTION
 ET0481
 ET0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0481'1.7 MI SE FROM WALNUT CREEK RANGER STATION.
 ET0481'1.7 MI. S.E. ALONG ROADS CAMP WOOD AND SKULL VALLEY. 1.25 MI. S.E. OF
 ET0481'A LARGE CREEK CROSSING, 0.15 MI. S.E. OF A CATTLE GUARD AND FORK OF
 ET0481'ROADS, NEAR THE TOP OF A FAIRLY STEEP GRADE, AND 18 FT. E. OF THE
 ET0481'CENTER LINE OF ROAD, STD.  FOREST SERVICE DISC SET IN A CONC. POST 4
 ET0481'IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0485 ***********************************************************************
 DU0485  DESIGNATION -  H 107
 DU0485  PID         -  DU0485
 DU0485  STATE/COUNTY-  AZ/PINAL
 DU0485  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0485
 DU0485                         *CURRENT SURVEY CONTROL
 DU0485  ___________________________________________________________________
 DU0485* NAD 83(1986)-  33 17 59.     (N)    111 21 35.     (W)     SCALED    
 DU0485* NAVD 88     -       586.07   (+/-2cm)    1922.8    (feet)  VERTCON   
 DU0485  ___________________________________________________________________
 DU0485  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0485
 DU0485.The horizontal coordinates were scaled from a topographic map and have
 DU0485.an estimated accuracy of +/- 6 seconds.
 DU0485
 DU0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0485.The vertical order pertains to the NGVD 29 superseded value.
 DU0485
 DU0485.The geoid height was determined by GEOID03.
 DU0485
 DU0485;                    North         East    Units  Estimated Accuracy
 DU0485;SPC AZ C     -   255,130.      265,230.      MT  (+/- 180 meters Scaled)
 DU0485
 DU0485                          SUPERSEDED SURVEY CONTROL
 DU0485
 DU0485  NGVD 29 (??/??/92)  585.526  (m)         1921.01   (f) ADJ UNCH    2 0
 DU0485
 DU0485.Superseded values are not recommended for survey control.
 DU0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0485.See file dsdata.txt to determine how the superseded data were derived.
 DU0485
 DU0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB665845(NAD 83)
 DU0485_MARKER: DB = BENCH MARK DISK
 DU0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0485_STAMPING: H 107 1935
 DU0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0485+STABILITY: SURFACE MOTION
 DU0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0485+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU0485
 DU0485  HISTORY     - Date     Condition        Report By
 DU0485  HISTORY     - 1935     MONUMENTED       CGS
 DU0485  HISTORY     - 20070505 GOOD             GEOCAC
 DU0485  HISTORY     - 20081212 GOOD             GEOCAC
 DU0485
 DU0485                          STATION DESCRIPTION
 DU0485
 DU0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0485'4.35 MI NW FROM FLORENCE JUNCTION.
 DU0485'4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.9
 DU0485'MILE SOUTHEAST OF THE SAND TANKS SERVICE STATION IN 1935, 600 FEET
 DU0485'NORTHWEST OF A LONE KNOLL ABOUT 50 FEET HIGH ON THE SOUTH SIDE OF THE
 DU0485'HIGHWAY.  57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND OPPOSITE
 DU0485'A HIGHWAY-MILEAGE SIGN FLORENCE 22 SUPERIOR 21.  A STANDARD DISK,
 DU0485'STAMPED H 107 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- 4.35
 DU0485'MILES NORTHWEST ALONG OLD HIGHWAY 60 FROM FLORENCE JCT. 600 FEET
 DU0485'NORTHWEST OF A LONE KNILL ABOUT 50 FEET HIGH ON THE SOUTH SIDE OF OLD
 DU0485'HIGHWAY, 57 FEET NORTH OF THE CENTERLINE OF HIGHWAY.
 DU0485
 DU0485                          STATION RECOVERY (2007)
 DU0485
 DU0485'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0485'RECOVERED IN GOOD CONDITION.
 DU0485
 DU0485                          STATION RECOVERY (2008)
 DU0485
 DU0485'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0485'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU0485'33 18 00.1 (N)   111 21 36.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0251 ***********************************************************************
 DU0251  DESIGNATION -  H 108 RESET
 DU0251  PID         -  DU0251
 DU0251  STATE/COUNTY-  AZ/GILA
 DU0251  USGS QUAD   -  GLOBE (1982)
 DU0251
 DU0251                         *CURRENT SURVEY CONTROL
 DU0251  ___________________________________________________________________
 DU0251* NAD 83(1986)-  33 24 54.     (N)    110 49 36.     (W)     SCALED    
 DU0251* NAVD 88     -      1014.18   (+/-2cm)    3327.4    (feet)  VERTCON   
 DU0251  ___________________________________________________________________
 DU0251  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU0251  VERT ORDER  -  THIRD (See Below)
 DU0251
 DU0251.The horizontal coordinates were scaled from a topographic map and have
 DU0251.an estimated accuracy of +/- 6 seconds.
 DU0251
 DU0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0251.The vertical order pertains to the NGVD 29 superseded value.
 DU0251
 DU0251.The geoid height was determined by GEOID03.
 DU0251
 DU0251;                    North         East    Units  Estimated Accuracy
 DU0251;SPC AZ E     -   267,970.      151,980.      MT  (+/- 180 meters Scaled)
 DU0251
 DU0251                          SUPERSEDED SURVEY CONTROL
 DU0251
 DU0251  NGVD 29 (03/28/06) 1013.55   (m)         3325.3    (f) RESET       3  
 DU0251
 DU0251.Superseded values are not recommended for survey control.
 DU0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0251.See file dsdata.txt to determine how the superseded data were derived.
 DU0251
 DU0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB161973(NAD 83)
 DU0251_MARKER: DB = BENCH MARK DISK
 DU0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0251_SP_SET: CATTLE GUARD
 DU0251_STAMPING: H 108 RESET 1974
 DU0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0251+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2006
 DU0251
 DU0251  HISTORY     - Date     Condition        Report By
 DU0251  HISTORY     - 1974     MONUMENTED       NGS
 DU0251  HISTORY     - 20061029 GOOD             GEOCAC
 DU0251
 DU0251                          STATION DESCRIPTION
 DU0251
 DU0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DU0251'IN CLAYPOOL.
 DU0251'IN NORTHERN CLAYPOOL, 0.2 MILE SOUTH OF THE INTERSECTION OF ARIZONA
 DU0251'HIGHWAY 88 AND U.S. HIGHWAY 60, AT A CROSS STREET ON RIGHT WHICH LEADS
 DU0251'TO HOSPITAL.  SET IN TOP OF A CATTLE GUARD 18 FEET NORTHWEST OF THE
 DU0251'CENTER LINE OF STREET.
 DU0251
 DU0251                          STATION RECOVERY (2006)
 DU0251
 DU0251'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0251'RECOVERED AS DESCRIBED. THE CATTLE-GUARD HAS BEEN REMOVED, BUT THE
 DU0251'NORTHERN HEADWALL IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0389 ***********************************************************************
 DA0389  DESIGNATION -  H 109
 DA0389  PID         -  DA0389
 DA0389  STATE/COUNTY-  AZ/PIMA
 DA0389  USGS QUAD   -  BATES WELL (1990)
 DA0389
 DA0389                         *CURRENT SURVEY CONTROL
 DA0389  ___________________________________________________________________
 DA0389* NAD 83(1986)-  32 10 54.     (N)    112 55 38.     (W)     SCALED    
 DA0389* NAVD 88     -       453.81   (+/-2cm)    1488.9    (feet)  VERTCON   
 DA0389  ___________________________________________________________________
 DA0389  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DA0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0389
 DA0389.The horizontal coordinates were scaled from a topographic map and have
 DA0389.an estimated accuracy of +/- 6 seconds.
 DA0389
 DA0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0389.The vertical order pertains to the NGVD 29 superseded value.
 DA0389
 DA0389.The geoid height was determined by GEOID03.
 DA0389
 DA0389;                    North         East    Units  Estimated Accuracy
 DA0389;SPC AZ C     -   131,460.      118,070.      MT  (+/- 180 meters Scaled)
 DA0389
 DA0389                          SUPERSEDED SURVEY CONTROL
 DA0389
 DA0389  NGVD 29 (??/??/92)  453.104  (m)         1486.56   (f) ADJ UNCH    2 0
 DA0389
 DA0389.Superseded values are not recommended for survey control.
 DA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0389.See file dsdata.txt to determine how the superseded data were derived.
 DA0389
 DA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA183622(NAD 83)
 DA0389_MARKER: DB = BENCH MARK DISK
 DA0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0389_STAMPING: H 109 1935
 DA0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0389+STABILITY: SURFACE MOTION
 DA0389
 DA0389  HISTORY     - Date     Condition        Report By
 DA0389  HISTORY     - 1935     MONUMENTED       CGS
 DA0389  HISTORY     - 1952     GOOD             NGS
 DA0389
 DA0389                          STATION DESCRIPTION
 DA0389
 DA0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0389'16.95 MI S FROM AJO.
 DA0389'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0389'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG THE
 DA0389'HIGHWAY 86 TO A JUNCTION OF DARBY WELL ROAD, THENCE 14.9 MILES
 DA0389'SOUTHWEST AND SOUTH ALONG THE DARBY WELL AND BATES WELL ROAD, ON THE
 DA0389'OUTSIDE OF A CURVE OF THE OLD ROAD, 0.25 MILE SOUTHWEST OF A Y
 DA0389'JUNCTION OF A BETTER ROAD AND THE BATES WELL ROAD, 109 1/2 FEET
 DA0389'SOUTHEAST OF THE CENTER OF A Y JUNCTION OF THE ROADS LEADING EAST,
 DA0389'NORTHEAST, AND WEST, 98 FEET SOUTH OF THE ROAD LEADING EAST FROM THE
 DA0389'CENTER LINE OF BATES WELL ROAD, 51 1/2 FEET SOUTH OF THE CENTER LINE
 DA0389'OF THE ROAD LEADING EAST, 1.7 FEET EAST OF A WITNESS POST, AND SET IN
 DA0389'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND
 DA0389'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0723 ***********************************************************************
 ET0723  DESIGNATION -  H 11
 ET0723  PID         -  ET0723
 ET0723  STATE/COUNTY-  AZ/MOHAVE
 ET0723  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0723
 ET0723                         *CURRENT SURVEY CONTROL
 ET0723  ___________________________________________________________________
 ET0723* NAD 83(1986)-  34 43 15.     (N)    113 55 11.     (W)     SCALED    
 ET0723* NAVD 88     -       985.797  (meters)    3234.24   (feet)  ADJUSTED  
 ET0723  ___________________________________________________________________
 ET0723  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 ET0723  DYNAMIC HT  -         984.599 (meters)    3230.31  (feet)  COMP
 ET0723  MODELED GRAV-     979,386.3   (mgal)                       NAVD 88
 ET0723
 ET0723  VERT ORDER  -  FIRST     CLASS II
 ET0723
 ET0723.The horizontal coordinates were scaled from a topographic map and have
 ET0723.an estimated accuracy of +/- 6 seconds.
 ET0723
 ET0723.The orthometric height was determined by differential leveling
 ET0723.and adjusted in June 1991.
 ET0723
 ET0723.The geoid height was determined by GEOID03.
 ET0723
 ET0723.The dynamic height is computed by dividing the NAVD 88
 ET0723.geopotential number by the normal gravity value computed on the
 ET0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0723.degrees latitude (g = 980.6199 gals.).
 ET0723
 ET0723.The modeled gravity was interpolated from observed gravity values.
 ET0723
 ET0723;                    North         East    Units  Estimated Accuracy
 ET0723;SPC AZ W     -   412,630.      197,820.      MT  (+/- 180 meters Scaled)
 ET0723
 ET0723                          SUPERSEDED SURVEY CONTROL
 ET0723
 ET0723  NGVD 29 (??/??/92)  984.998  (m)         3231.61   (f) ADJ UNCH    1 2
 ET0723
 ET0723.Superseded values are not recommended for survey control.
 ET0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0723.See file dsdata.txt to determine how the superseded data were derived.
 ET0723
 ET0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD326459(NAD 83)
 ET0723_MARKER: DB = BENCH MARK DISK
 ET0723_SETTING: 80 = SET IN A BOULDER
 ET0723_STAMPING: 3231.614 H 11 1927
 ET0723_MARK LOGO: CGS   
 ET0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0723+STABILITY: SURFACE MOTION
 ET0723
 ET0723  HISTORY     - Date     Condition        Report By
 ET0723  HISTORY     - 1927     MONUMENTED       CGS
 ET0723  HISTORY     - 1934     GOOD             NGS
 ET0723  HISTORY     - 1981     GOOD             NGS
 ET0723
 ET0723                          STATION DESCRIPTION
 ET0723
 ET0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0723'17.7 MI SE FROM YUCCA.
 ET0723'17.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0723'POST OFFICE AT YUCCA, MOHAVE COUNTY, 0.5 MILE SOUTH OF SEVENTEEN MILE
 ET0723'RANCH, 0.1 MILE SOUTH OF A ROAD JUNCTION, 130 FEET NORTH OF A CEDAR
 ET0723'TREE AT THE EAST EDGE OF THE ROAD, 30 YARDS EAST OF A LARGE BOULDER
 ET0723'WEST OF THE ROAD, 17 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, IN
 ET0723'THE TOP OF A 10-FOOT BOULDER, AND 2-1/2 FEET ABOVE THE GROUND. A
 ET0723'STANDARD DISK, STAMPED 3231.614 H 11 1927.
 ET0723
 ET0723                          STATION RECOVERY (1981)
 ET0723
 ET0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0723'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0723'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 2.1 KM (1.3 MI) NORTH ALONG A
 ET0723'DIRT ROAD LEADING TO 17 MILE RANCH, 0.2 KM (0.1 MI) SOUTHEAST OF A Y
 ET0723'JUNCTION, IN THE TOP CENTER OF A 5 X 8 FOOT EMBEDDED BOULDER, 39.6
 ET0723'METERS (130 FT) EAST OF THE CENTERLINE OF THE DIRT ROAD, 13.1 METERS
 ET0723'(43.0 FT) SOUTHEAST OF A JOSHUA TREE, 6.4 METERS (21.0 FT) NORTHEAST
 ET0723'OF THE CENTERLINE OF A DIRT SIDE ROAD LEADING SOUTHEAST.
 ET0723'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 ET0723'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0064 ***********************************************************************
 GQ0064  DESIGNATION -  H 11
 GQ0064  PID         -  GQ0064
 GQ0064  STATE/COUNTY-  AZ/COCONINO
 GQ0064  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0064
 GQ0064                         *CURRENT SURVEY CONTROL
 GQ0064  ___________________________________________________________________
 GQ0064* NAD 83(1992)-  36 55 51.33911(N)    112 29 33.25253(W)     ADJUSTED  
 GQ0064* NAVD 88     -      1470.670  (meters)    4825.02   (feet)  POSTED    
 GQ0064  ___________________________________________________________________
 GQ0064  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 GQ0064  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 GQ0064  DYNAMIC HT  -        1469.000 (meters)    4819.54  (feet)  COMP
 GQ0064  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 GQ0064
 GQ0064  HORZ ORDER  -  THIRD
 GQ0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0064
 GQ0064.The horizontal coordinates were established by classical geodetic methods
 GQ0064.and adjusted by the National Geodetic Survey in August 1993.
 GQ0064
 GQ0064.The orthometric height was determined by differential leveling
 GQ0064.and adjusted by the  in 1992.
 GQ0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0064.rate of 0.0 thru 1.0 mm/km.
 GQ0064
 GQ0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0064
 GQ0064.The geoid height was determined by GEOID03.
 GQ0064
 GQ0064.The dynamic height is computed by dividing the NAVD 88
 GQ0064.geopotential number by the normal gravity value computed on the
 GQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0064.degrees latitude (g = 980.6199 gals.).
 GQ0064
 GQ0064.The modeled gravity was interpolated from observed gravity values.
 GQ0064
 GQ0064;                    North         East     Units Scale Factor Converg.
 GQ0064;SPC AZ C     -   657,960.334   162,056.425   MT  0.99993241   -0 20 45.7
 GQ0064;SPC AZ C     - 2,158,662.51    531,681.18   iFT  0.99993241   -0 20 45.7
 GQ0064;SPC AZ W     -   658,565.995   325,382.150   MT  1.00008787   +0 45 20.2
 GQ0064;SPC AZ W     - 2,160,649.59  1,067,526.74   iFT  1.00008787   +0 45 20.2
 GQ0064;UTM  12      - 4,088,250.429   367,072.729   MT  0.99981768   -0 53 49.0
 GQ0064
 GQ0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0064!SPC AZ C     -   0.99977274  x   0.99993241  =   0.99970517
 GQ0064!SPC AZ W     -   0.99977274  x   1.00008787  =   0.99986059
 GQ0064!UTM  12      -   0.99977274  x   0.99981768  =   0.99959046
 GQ0064
 GQ0064|---------------------------------------------------------------------|
 GQ0064| PID    Reference Object                     Distance      Geod. Az  |
 GQ0064|                                                           dddmmss.s |
 GQ0064| CH2773 H 11 RM 1                             9.611 METERS 04101     |
 GQ0064| CH2774 H 11 RM 2                            11.378 METERS 12139     |
 GQ0064| CH2772 H 11 AZ MK                                         2884643.6 |
 GQ0064|---------------------------------------------------------------------|
 GQ0064
 GQ0064                          SUPERSEDED SURVEY CONTROL
 GQ0064
 GQ0064  NAD 83(1986)-  36 55 51.33572(N)    112 29 33.24573(W) AD(       ) 3
 GQ0064  NAD 27      -  36 55 51.37400(N)    112 29 30.53800(W) AD(       ) 3
 GQ0064  NGVD 29 (??/??/92) 1469.747  (m)         4821.99   (f) ADJ UNCH    1 2
 GQ0064
 GQ0064.Superseded values are not recommended for survey control.
 GQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0064.See file dsdata.txt to determine how the superseded data were derived.
 GQ0064
 GQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6707388250(NAD 83)
 GQ0064_MARKER: DD = SURVEY DISK
 GQ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0064_STAMPING: H-11 1934
 GQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0064+STABILITY: SURFACE MOTION
 GQ0064
 GQ0064  HISTORY     - Date     Condition        Report By
 GQ0064  HISTORY     - 1953     MONUMENTED       USGS
 GQ0064  HISTORY     - 1934     GOOD             NGS
 GQ0064  HISTORY     - 1971     GOOD             LAWPC
 GQ0064  HISTORY     - 1971     GOOD             NGS
 GQ0064
 GQ0064                          STATION DESCRIPTION
 GQ0064
 GQ0064'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0064'STATION IS ABOUT 1.5 MILES SE OF FREDONIA AT THE TOP OF A
 GQ0064'RISE ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 89.
 GQ0064'
 GQ0064'TO REACH THE STATION FROM THE JUNCTION OF PIPE SPRINGS ROAD
 GQ0064'AND U.S. HIGHWAY 89 IN FREDONIA, GO SOUTH AND EAST ON U.S.
 GQ0064'HIGHWAY 89 FOR 2.2 MILES TO STATE HIGHWAY MILE POST 607
 GQ0064'ON THE NORTH SIDE OF THE ROAD.  STATION IS 200 FEET NORTHEAST
 GQ0064'OF THIS POST.
 GQ0064'
 GQ0064'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GQ0064'SET IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING ABOUT
 GQ0064'6 INCHES ABOVE THE GROUND.  STATION MARK IS STAMPED H 11 4823
 GQ0064'1934 AND IS 35 FEET SOUTH OF A WIRE FENCE, 9 FEET SOUTH OF A
 GQ0064'TELEPHONE POLE WITH A TRIANGLE BLAZE AND 6 FEET SOUTHWEST
 GQ0064'OF A WITNESS POST.
 GQ0064'
 GQ0064'REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD U.S. COAST
 GQ0064'AND GEODETIC SURVEY DISKS SET IN THE TOPS OF 12-INCH ROUND
 GQ0064'CONCRETE POSTS.
 GQ0064'
 GQ0064'REFERENCE MARK 1, STAMPED BM H 11 USGS NO 1 1953, IS ABOUT
 GQ0064'10 FEET SOUTH OF A WIRE FENCE AND PROJECTS 8 INCHES.
 GQ0064'
 GQ0064'REFERENCE MARK 2, STAMPED BM H 11 USGS NO 2 1953, IS ABOUT 40
 GQ0064'FEET SOUTH OF A WIRE FENCE AND PROJECTS 8 INCHES.
 GQ0064'
 GQ0064'AZIMUTH MARK, STAMPED BM H 11 USGS 1953, IS 3 FEET NORTH OF
 GQ0064'A SIGN RYAN 22 - BIG SPRINGS 27, 30 FEET SOUTH OF THE CENTER LINE
 GQ0064'OF U.S. HIGHWAY 89, AND PROJECTS 8 INCHES.  THE MARK IS IN
 GQ0064'THE CENTER OF A Y FORMED BY THE JUNCTION OF THE BIG SPRINGS-RYAN
 GQ0064'ROAD AND U.S. HIGHWAY 89.
 GQ0064
 GQ0064                          STATION RECOVERY (1934)
 GQ0064
 GQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GQ0064'2.3 MI E FROM FREDONIA.
 GQ0064'2.3 MILES EAST OF ALONG U.S. HIGHWAY NO. 89 62 FT. SOUTH OF CENTER
 GQ0064'LINE OF HIGHWAY.  8.2 FT. SOUTH OF TELEPHONE POLE LINE.
 GQ0064
 GQ0064                          STATION RECOVERY (1971)
 GQ0064
 GQ0064'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0064'U.S.G.S. H-11 4823 1934-GOOD
 GQ0064
 GQ0064                          STATION RECOVERY (1971)
 GQ0064
 GQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GQ0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0427 ***********************************************************************
 DA0427  DESIGNATION -  H 110
 DA0427  PID         -  DA0427
 DA0427  STATE/COUNTY-  AZ/PIMA
 DA0427  USGS QUAD   -  BATES WELL (1990)
 DA0427
 DA0427                         *CURRENT SURVEY CONTROL
 DA0427  ___________________________________________________________________
 DA0427* NAD 83(1986)-  32 09 14.     (N)    112 54 20.     (W)     SCALED    
 DA0427* NAVD 88     -       433.63   (+/-2cm)    1422.7    (feet)  VERTCON   
 DA0427  ___________________________________________________________________
 DA0427  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DA0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0427
 DA0427.The horizontal coordinates were scaled from a topographic map and have
 DA0427.an estimated accuracy of +/- 6 seconds.
 DA0427
 DA0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0427.The vertical order pertains to the NGVD 29 superseded value.
 DA0427
 DA0427.The geoid height was determined by GEOID03.
 DA0427
 DA0427;                    North         East    Units  Estimated Accuracy
 DA0427;SPC AZ C     -   128,360.      120,080.      MT  (+/- 180 meters Scaled)
 DA0427
 DA0427                          SUPERSEDED SURVEY CONTROL
 DA0427
 DA0427  NGVD 29 (??/??/92)  432.93   (m)         1420.4    (f) COMPUTED    2 0
 DA0427
 DA0427.Superseded values are not recommended for survey control.
 DA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0427.See file dsdata.txt to determine how the superseded data were derived.
 DA0427
 DA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA202590(NAD 83)
 DA0427_MARKER: DB = BENCH MARK DISK
 DA0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0427_STAMPING: H 110 1935
 DA0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0427+STABILITY: SURFACE MOTION
 DA0427
 DA0427  HISTORY     - Date     Condition        Report By
 DA0427  HISTORY     - 1935     MONUMENTED       CGS
 DA0427  HISTORY     - 1952     GOOD             NGS
 DA0427
 DA0427                          STATION DESCRIPTION
 DA0427
 DA0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0427'28.9 MI S FROM AJO.
 DA0427'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0427'FROM THE STATION AT AJO TO A JUNCTION, THENCE 10.8 MILES SOUTHEAST
 DA0427'ALONG HIGHWAY 86 TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE
 DA0427'SONOYTA-AJO HIGHWAY TO AN INTERSECTION, THENCE 8.8 MILES WEST ALONG A
 DA0427'TRACK ROAD, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 DA0427'NORTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT, AND
 DA0427'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0146 ***********************************************************************
 GQ0146  DESIGNATION -  H 111
 GQ0146  PID         -  GQ0146
 GQ0146  STATE/COUNTY-  AZ/MOHAVE
 GQ0146  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0146
 GQ0146                         *CURRENT SURVEY CONTROL
 GQ0146  ___________________________________________________________________
 GQ0146* NAD 83(1992)-  36 51 35.07897(N)    113 57 57.98150(W)     ADJUSTED  
 GQ0146* NAVD 88     -       586.771  (meters)    1925.10   (feet)  ADJUSTED  
 GQ0146  ___________________________________________________________________
 GQ0146  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 GQ0146  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 GQ0146  DYNAMIC HT  -         586.176 (meters)    1923.15  (feet)  COMP
 GQ0146  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 GQ0146  OBS GRAVITY -     979,598.8   (mgal)                       GRAV_OBS
 GQ0146
 GQ0146  HORZ ORDER  -  THIRD
 GQ0146  VERT ORDER  -  FIRST     CLASS I
 GQ0146
 GQ0146.The horizontal coordinates were established by classical geodetic methods
 GQ0146.and adjusted by the National Geodetic Survey in August 1993.
 GQ0146
 GQ0146.The orthometric height was determined by differential leveling
 GQ0146.and adjusted in June 1991.
 GQ0146
 GQ0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0146
 GQ0146.The geoid height was determined by GEOID03.
 GQ0146
 GQ0146.The dynamic height is computed by dividing the NAVD 88
 GQ0146.geopotential number by the normal gravity value computed on the
 GQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0146.degrees latitude (g = 980.6199 gals.).
 GQ0146
 GQ0146.The modeled gravity was interpolated from observed gravity values.
 GQ0146.The observed gravity was obtained from relative gravimeter ties
 GQ0146.to the IGSN71 gravity network.
 GQ0146
 GQ0146;                    North         East     Units Scale Factor Converg.
 GQ0146;SPC AZ W     -   649,950.041   194,090.044   MT  0.99993791   -0 07 46.7
 GQ0146;SPC AZ W     - 2,132,382.02    636,778.36   iFT  0.99993791   -0 07 46.7
 GQ0146;SPC NV E     - 8,235,285.170   344,207.080   MT  1.00015612   +0 58 13.0
 GQ0146;SPC NV E     -27,018,598.10  1,129,286.06   sFT  1.00015612   +0 58 13.0
 GQ0146;UTM  12      - 4,083,421.383   235,570.207   MT  1.00046151   -1 46 49.0
 GQ0146;UTM  11      - 4,083,611.420   770,474.709   MT  1.00050135   +1 49 15.6
 GQ0146
 GQ0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0146!SPC AZ W     -   0.99991201  x   0.99993791  =   0.99984993
 GQ0146!SPC NV E     -   0.99991201  x   1.00015612  =   1.00006812
 GQ0146!UTM  12      -   0.99991201  x   1.00046151  =   1.00037348
 GQ0146!UTM  11      -   0.99991201  x   1.00050135  =   1.00041332
 GQ0146
 GQ0146:                Primary Azimuth Mark                     Grid Az
 GQ0146:SPC AZ W     -  H 111 AZ MK                              035 03 43.3
 GQ0146:SPC NV E     -  H 111 AZ MK                              033 57 43.6
 GQ0146:UTM  12      -  H 111 AZ MK                              036 42 45.6
 GQ0146:UTM  11      -  H 111 AZ MK                              033 06 41.0
 GQ0146
 GQ0146|---------------------------------------------------------------------|
 GQ0146| PID    Reference Object                     Distance      Geod. Az  |
 GQ0146|                                                           dddmmss.s |
 GQ0146| GQ0207 H 111 AZ MK                                        0345556.6 |
 GQ0146| GQ0147 H 111 RM 1                            9.780 METERS 06847     |
 GQ0146| GQ0145 H 111 RM 2                            8.903 METERS 15817     |
 GQ0146|---------------------------------------------------------------------|
 GQ0146
 GQ0146                          SUPERSEDED SURVEY CONTROL
 GQ0146
 GQ0146  NAD 83(1986)-  36 51 35.07494(N)    113 57 57.97998(W) AD(       ) 3
 GQ0146  NAD 27      -  36 51 35.15700(N)    113 57 55.10000(W) AD(       ) 3
 GQ0146  NGVD 29 (??/??/92)  586.020  (m)         1922.63   (f) ADJ UNCH    1 1
 GQ0146
 GQ0146.Superseded values are not recommended for survey control.
 GQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0146.See file dsdata.txt to determine how the superseded data were derived.
 GQ0146
 GQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3557083421(NAD 83)
 GQ0146_MARKER: DB = BENCH MARK DISK
 GQ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0146_STAMPING: H 111 1935
 GQ0146_MARK LOGO: CGS   
 GQ0146_PROJECTION: PROJECTING 20 CENTIMETERS
 GQ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0146+STABILITY: SURFACE MOTION
 GQ0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0146+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 GQ0146
 GQ0146  HISTORY     - Date     Condition        Report By
 GQ0146  HISTORY     - 1953     MONUMENTED       CGS
 GQ0146  HISTORY     - 1960     GOOD             CGS
 GQ0146  HISTORY     - 1960     GOOD             NGS
 GQ0146  HISTORY     - 1979     GOOD             USGS
 GQ0146  HISTORY     - 1982     GOOD             NGS
 GQ0146  HISTORY     - 20060928 GOOD             GEOCAC
 GQ0146
 GQ0146                          STATION DESCRIPTION
 GQ0146
 GQ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0146'THE STATION IS LOCATED 9 MILES AIR LINE SOUTH OF THE ARIZONA-UTAH
 GQ0146'STATE LINE, 4 MILES EAST OF THE ARIZONA-NEVADA STATE LINE
 GQ0146'AND 2.5 MILES SOUTHWEST OF LITTLEFIELD, ARIZONA.  IT IS 56.8
 GQ0146'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 91 AND 3
 GQ0146'FEET WEST OF A TRIANGULAR CEMENT WITNESS POST.
 GQ0146'
 GQ0146'TO REACH FROM THE POST OFFICE IN LITTLEFIELD, GO NORTH AND
 GQ0146'NORTHEAST FOR 0.3 MILE TO U.S. HIGHWAY 91.  TURN LEFT AND
 GQ0146'FOLLOW U.S. HIGHWAY 91 SOUTHWEST FOR 2.3 MILES TO THE AZIMUTH
 GQ0146'MARK ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO
 GQ0146'THE STATION ON THE LEFT.  A DRIVE STATION.
 GQ0146'
 GQ0146'THE STATION MARK, A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GQ0146'STAMPED H 111 1935, IS SET IN THE TOP OF A SQUARE CONCRETE
 GQ0146'POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 GQ0146'
 GQ0146'REFERENCE MARK 1, A STANDARD DISK STAMPED BM H 111 1953 NO 1,
 GQ0146'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 GQ0146'3 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES LOWER THAN
 GQ0146'THE STATION.
 GQ0146'
 GQ0146'REFERENCE MARK 2, A STANDARD DISK STAMPED BM H 111 1953 NO 2,
 GQ0146'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 GQ0146'5 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 GQ0146'THE STATION.
 GQ0146'
 GQ0146'THE AZIMUTH MARK, A STANDARD DISK STAMPED BM H 111 1953,
 GQ0146'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 GQ0146'3 INCHES ABOVE THE GROUND.  IT IS 55 FEET NORTHWEST OF THE
 GQ0146'CENTER LINE OF U.S. HIGHWAY 91 AND 4 FEET EAST OF A WHITE
 GQ0146'WITNESS POST.
 GQ0146
 GQ0146                          STATION RECOVERY (1960)
 GQ0146
 GQ0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0146'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 GQ0146'IN VERY GOOD CONDITION.
 GQ0146
 GQ0146                          STATION RECOVERY (1960)
 GQ0146
 GQ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GQ0146'3.6 MI SW FROM BEAVER DAM LODGE.
 GQ0146'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM BEAVER DAM LODGE,
 GQ0146'MOHAVE COUNTY, 0.2 MILE NORTHEAST OF THE SUMMIT OF A GRADE, 50 FEET
 GQ0146'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, OF A GRADE, 50 FEET
 GQ0146'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF A
 GQ0146'5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND. A
 GQ0146'STANDARD DISK, STAMPED H 111 1935 AND SET IN THE TOP OF A CONCRETE
 GQ0146'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 GQ0146
 GQ0146                          STATION RECOVERY (1979)
 GQ0146
 GQ0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0146'3.1 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0146'INTERSTATE HIGHWAY 15. 0.2 MILE NE OF THE SUMMIT OF A GRADE, 57 FEET
 GQ0146'SE OF THE CENTERLINE OF THE OLD HIGHWAY, 3 FEET WEST OF A 5 INCH
 GQ0146'TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND, A
 GQ0146'STANDARD USC AND GS BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 GQ0146'PROJECTING 0.5 FOOT ABOVE THE GROUND, STAMPED H 111 1935.
 GQ0146
 GQ0146                          STATION RECOVERY (1982)
 GQ0146
 GQ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0146'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0146'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0146'MESQUITE, THENCE 11.45 KM (7.15 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0146'4.85 KM (3.05 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS
 GQ0146'BRIDGE OVER THE OLD HIGHWAY, 0.3 KM (0.2 MI) NORTHEAST OF THE SUMMIT
 GQ0146'OF THE GRADE, 17.4 METERS (57 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 GQ0146'9.8 METERS (32 FT) NORTH OF H 111 RM 1, 8.9 METERS (29 FT) WEST OF H
 GQ0146'111 RM 2, 0.9 METER (3 FT) WEST OF A 5 INCH CONCRETE RIGHT OF WAY
 GQ0146'POST.
 GQ0146'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GQ0146'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GQ0146
 GQ0146                          STATION RECOVERY (2006)
 GQ0146
 GQ0146'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 GQ0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0207 ***********************************************************************
 GQ0207  DESIGNATION -  H 111 AZ MK
 GQ0207  PID         -  GQ0207
 GQ0207  STATE/COUNTY-  AZ/MOHAVE
 GQ0207  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0207
 GQ0207                         *CURRENT SURVEY CONTROL
 GQ0207  ___________________________________________________________________
 GQ0207* NAD 83(1986)-  36 51 59.     (N)    113 57 37.     (W)     SCALED    
 GQ0207* NAVD 88     -       593.289  (meters)    1946.48   (feet)  ADJUSTED  
 GQ0207  ___________________________________________________________________
 GQ0207  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 GQ0207  DYNAMIC HT  -         592.686 (meters)    1944.50  (feet)  COMP
 GQ0207  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 GQ0207
 GQ0207  VERT ORDER  -  FIRST     CLASS II
 GQ0207
 GQ0207.The horizontal coordinates were scaled from a topographic map and have
 GQ0207.an estimated accuracy of +/- 6 seconds.
 GQ0207
 GQ0207.The orthometric height was determined by differential leveling
 GQ0207.and adjusted in June 1991.
 GQ0207
 GQ0207.The geoid height was determined by GEOID03.
 GQ0207
 GQ0207.The dynamic height is computed by dividing the NAVD 88
 GQ0207.geopotential number by the normal gravity value computed on the
 GQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0207.degrees latitude (g = 980.6199 gals.).
 GQ0207
 GQ0207.The modeled gravity was interpolated from observed gravity values.
 GQ0207
 GQ0207;                    North         East    Units  Estimated Accuracy
 GQ0207;SPC AZ W     -   650,690.      194,610.      MT  (+/- 180 meters Scaled)
 GQ0207
 GQ0207                          SUPERSEDED SURVEY CONTROL
 GQ0207
 GQ0207.No superseded survey control is available for this station.
 GQ0207
 GQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF361841(NAD 83)
 GQ0207_MARKER: DZ = AZIMUTH MARK DISK
 GQ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0207_SP_SET: CONCRETE POST
 GQ0207_STAMPING: BM H 111 1953
 GQ0207_MARK LOGO: CGS   
 GQ0207_PROJECTION: PROJECTING 3 CENTIMETERS
 GQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0207+STABILITY: SURFACE MOTION
 GQ0207
 GQ0207  HISTORY     - Date     Condition        Report By
 GQ0207  HISTORY     - 1953     MONUMENTED       CGS
 GQ0207  HISTORY     - 1982     GOOD             NGS
 GQ0207
 GQ0207                          STATION DESCRIPTION
 GQ0207
 GQ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0207'12.8 KM (8.0 MI) NE FROM MESQUITE NV.
 GQ0207'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0207'MESQUITE, THENCE 12.3 KM (7.7 MI) NORTH ALONG OLD US HIGHWAY 91, 4.0
 GQ0207'KM (2.5 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS BRIDGE
 GQ0207'OVER THE OLD HIGHWAY, AT THE TOP OF A SLIGHT GRADE, 18.3 METERS (60
 GQ0207'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 15.2 METERS (50 FT) SOUTHWEST
 GQ0207'OF THE EXTENDED CENTER OF A TRACK ROAD LEADING SOUTHEAST.
 GQ0207'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 GQ0207'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0147 ***********************************************************************
 GQ0147  DESIGNATION -  H 111 RM 1
 GQ0147  PID         -  GQ0147
 GQ0147  STATE/COUNTY-  AZ/MOHAVE
 GQ0147  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0147
 GQ0147                         *CURRENT SURVEY CONTROL
 GQ0147  ___________________________________________________________________
 GQ0147* NAD 83(1986)-  36 51 35.     (N)    113 57 58.     (W)     SCALED    
 GQ0147* NAVD 88     -       586.697  (meters)    1924.86   (feet)  ADJUSTED  
 GQ0147  ___________________________________________________________________
 GQ0147  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 GQ0147  DYNAMIC HT  -         586.101 (meters)    1922.90  (feet)  COMP
 GQ0147  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 GQ0147
 GQ0147  VERT ORDER  -  FIRST     CLASS II
 GQ0147
 GQ0147.The horizontal coordinates were scaled from a topographic map and have
 GQ0147.an estimated accuracy of +/- 6 seconds.
 GQ0147
 GQ0147.The orthometric height was determined by differential leveling
 GQ0147.and adjusted in June 1991.
 GQ0147
 GQ0147.The geoid height was determined by GEOID03.
 GQ0147
 GQ0147.The dynamic height is computed by dividing the NAVD 88
 GQ0147.geopotential number by the normal gravity value computed on the
 GQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0147.degrees latitude (g = 980.6199 gals.).
 GQ0147
 GQ0147.The modeled gravity was interpolated from observed gravity values.
 GQ0147
 GQ0147;                    North         East    Units  Estimated Accuracy
 GQ0147;SPC AZ W     -   649,950.      194,090.      MT  (+/- 180 meters Scaled)
 GQ0147
 GQ0147                          SUPERSEDED SURVEY CONTROL
 GQ0147
 GQ0147  NGVD 29 (??/??/92)  585.944  (m)         1922.38   (f) ADJ UNCH    1 2
 GQ0147
 GQ0147.Superseded values are not recommended for survey control.
 GQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0147.See file dsdata.txt to determine how the superseded data were derived.
 GQ0147
 GQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF355834(NAD 83)
 GQ0147_MARKER: DR = REFERENCE MARK DISK
 GQ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0147_STAMPING: B.M. H 11 1953 NO. 1
 GQ0147_MARK LOGO: CGS   
 GQ0147_PROJECTION: PROJECTING 5 CENTIMETERS
 GQ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0147+STABILITY: SURFACE MOTION
 GQ0147
 GQ0147  HISTORY     - Date     Condition        Report By
 GQ0147  HISTORY     - 1953     MONUMENTED       CGS
 GQ0147  HISTORY     - 1960     GOOD             NGS
 GQ0147  HISTORY     - 1979     GOOD             USGS
 GQ0147  HISTORY     - 1982     GOOD             NGS
 GQ0147
 GQ0147                          STATION DESCRIPTION
 GQ0147
 GQ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0147'3.1 MI SW FROM LITTLEFIELD.
 GQ0147'0.3 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0147'BLACKTOP ROAD, THENCE 2.8 MILES SOUTHWEST ON U.S. HIGHWAY 91 TO THE
 GQ0147'MARK, 32.1 FEET EAST OF THE STATION MARK, SET IN THE TOP OF A 12-INCH
 GQ0147'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GQ0147
 GQ0147                          STATION RECOVERY (1979)
 GQ0147
 GQ0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0147'3.1 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0147'INTERSTATE HIGHWAY 15. 32.1 FEET EAST OF BM H 111, SET IN THE TOP OF
 GQ0147'A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES, A STANDARD USC
 GQ0147'AND GS BRONZE REFERENCE MARK DISK, STAMPED BM H 111 1953 NO 1.
 GQ0147
 GQ0147                          STATION RECOVERY (1982)
 GQ0147
 GQ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0147'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0147'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0147'MESQUITE, THENCE 11.45 KM (7.15 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0147'4.85 KM (3.05 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS
 GQ0147'BRIDGE OVER THE OLD HIGHWAY, 0.3 KM (0.2 MI) NORTHEAST OF THE SUMMIT
 GQ0147'OF THE GRADE, 25.1 METERS (82.5 FT) SOUTHEAST OF THE HIGHWAY
 GQ0147'CENTERLINE, 13.2 METERS (43.5 FT) SOUTHWEST OF RM 2, 9.8 METERS (32
 GQ0147'FT) EAST OF BM H 111.
 GQ0147'THE MARK IS 9.4 METERS  E FROM A WITNESS POST.
 GQ0147'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0145 ***********************************************************************
 GQ0145  DESIGNATION -  H 111 RM 2
 GQ0145  PID         -  GQ0145
 GQ0145  STATE/COUNTY-  AZ/MOHAVE
 GQ0145  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0145
 GQ0145                         *CURRENT SURVEY CONTROL
 GQ0145  ___________________________________________________________________
 GQ0145* NAD 83(1986)-  36 51 35.     (N)    113 57 58.     (W)     SCALED    
 GQ0145* NAVD 88     -       586.623  (meters)    1924.61   (feet)  ADJUSTED  
 GQ0145  ___________________________________________________________________
 GQ0145  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 GQ0145  DYNAMIC HT  -         586.027 (meters)    1922.66  (feet)  COMP
 GQ0145  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 GQ0145
 GQ0145  VERT ORDER  -  FIRST     CLASS II
 GQ0145
 GQ0145.The horizontal coordinates were scaled from a topographic map and have
 GQ0145.an estimated accuracy of +/- 6 seconds.
 GQ0145
 GQ0145.The orthometric height was determined by differential leveling
 GQ0145.and adjusted in June 1991.
 GQ0145
 GQ0145.The geoid height was determined by GEOID03.
 GQ0145
 GQ0145.The dynamic height is computed by dividing the NAVD 88
 GQ0145.geopotential number by the normal gravity value computed on the
 GQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0145.degrees latitude (g = 980.6199 gals.).
 GQ0145
 GQ0145.The modeled gravity was interpolated from observed gravity values.
 GQ0145
 GQ0145;                    North         East    Units  Estimated Accuracy
 GQ0145;SPC AZ W     -   649,950.      194,090.      MT  (+/- 180 meters Scaled)
 GQ0145
 GQ0145                          SUPERSEDED SURVEY CONTROL
 GQ0145
 GQ0145  NGVD 29 (??/??/92)  585.871  (m)         1922.15   (f) ADJ UNCH    1 2
 GQ0145
 GQ0145.Superseded values are not recommended for survey control.
 GQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0145.See file dsdata.txt to determine how the superseded data were derived.
 GQ0145
 GQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF355834(NAD 83)
 GQ0145_MARKER: DR = REFERENCE MARK DISK
 GQ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0145_STAMPING: BM H 111 1953 NO 2
 GQ0145_MARK LOGO: CGS   
 GQ0145_PROJECTION: PROJECTING 4 CENTIMETERS
 GQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0145+STABILITY: SURFACE MOTION
 GQ0145
 GQ0145  HISTORY     - Date     Condition        Report By
 GQ0145  HISTORY     - 1953     MONUMENTED       CGS
 GQ0145  HISTORY     - 1960     GOOD             NGS
 GQ0145  HISTORY     - 1979     GOOD             USGS
 GQ0145  HISTORY     - 1982     GOOD             NGS
 GQ0145
 GQ0145                          STATION DESCRIPTION
 GQ0145
 GQ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0145'3.1 MI SW FROM LITTLEFIELD.
 GQ0145'0.3 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON A
 GQ0145'BLACKTOP ROAD, THENCE 2.8 MILES SOUTHWEST ON U.S. HIGHWAY 91 TO THE
 GQ0145'MARK, 29.2 FEET SOUTH OF THE STATION MARK, SET IN THE TOP OF A 12-INCH
 GQ0145'SQUARE CONCRETE POST PROJECTING 5 INCHES.
 GQ0145
 GQ0145                          STATION RECOVERY (1979)
 GQ0145
 GQ0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0145'3.1 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0145'INTERSTATE HIGHWAY 15. 29.2 FEET SOUTH OF BM H 111, SET IN THE TOP OF
 GQ0145'A CONCRETE POST PROJECTING 5 INCHES, A STANDARD USC AND GS BRONZE
 GQ0145'REFERENCE MARK DISK, STAMPED BM H 111 1953 NO 2.
 GQ0145
 GQ0145                          STATION RECOVERY (1982)
 GQ0145
 GQ0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0145'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0145'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0145'MESQUITE, THENCE 11.45 KM (7.15 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0145'4.85 KM (3.05 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS
 GQ0145'BRIDGE OVER THE OLD HIGHWAY, 0.3 KM (0.2 MI) NORTHEAST OF THE SUMMIT
 GQ0145'OF THE GRADE, 22.4 METERS (73.5 FT) SOUTHEAST OF THE HIGHWAY
 GQ0145'CENTERLINE, 13.2 METERS (43.5 FT) NORTHEAST OF RM 1, 8.9 METERS (29
 GQ0145'FT) NORTH OF BM H 111.
 GQ0145'THE MARK IS 9.0 METERS  N FROM A WITNESS POST.
 GQ0145'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0717 ***********************************************************************
 CZ0717  DESIGNATION -  H 112
 CZ0717  PID         -  CZ0717
 CZ0717  STATE/COUNTY-  AZ/PIMA
 CZ0717  USGS QUAD   -  AVRA (1992)
 CZ0717
 CZ0717                         *CURRENT SURVEY CONTROL
 CZ0717  ___________________________________________________________________
 CZ0717* NAD 83(1986)-  32 17 13.     (N)    111 10 49.     (W)     SCALED    
 CZ0717* NAVD 88     -       855.30   (+/-2cm)    2806.1    (feet)  VERTCON   
 CZ0717  ___________________________________________________________________
 CZ0717  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0717
 CZ0717.The horizontal coordinates were scaled from a topographic map and have
 CZ0717.an estimated accuracy of +/- 6 seconds.
 CZ0717
 CZ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0717.The vertical order pertains to the NGVD 29 superseded value.
 CZ0717
 CZ0717.The geoid height was determined by GEOID03.
 CZ0717
 CZ0717;                    North         East    Units  Estimated Accuracy
 CZ0717;SPC AZ C     -   142,920.      282,720.      MT  (+/- 180 meters Scaled)
 CZ0717
 CZ0717                          SUPERSEDED SURVEY CONTROL
 CZ0717
 CZ0717  NGVD 29 (??/??/92)  854.625  (m)         2803.88   (f) ADJ UNCH    2 0
 CZ0717
 CZ0717.Superseded values are not recommended for survey control.
 CZ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0717.See file dsdata.txt to determine how the superseded data were derived.
 CZ0717
 CZ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA830722(NAD 83)
 CZ0717_MARKER: DB = BENCH MARK DISK
 CZ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0717_STAMPING: H 112 1935
 CZ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0717+STABILITY: SURFACE MOTION
 CZ0717
 CZ0717  HISTORY     - Date     Condition        Report By
 CZ0717  HISTORY     - 1935     MONUMENTED       CGS
 CZ0717  HISTORY     - 1967     GOOD             USGS
 CZ0717  HISTORY     - 20011021 GOOD             INDIV
 CZ0717
 CZ0717                          STATION DESCRIPTION
 CZ0717
 CZ0717'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0717'9.25 MI SW FROM CORTARO.
 CZ0717'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM POST OFFICE AT CORTARO,
 CZ0717'THENCE 7.05 MILES SOUTHWEST ALONG KINNEY ROAD, THENCE 0.45 MILES
 CZ0717'NORTHWEST ALONG AN ABANDONED ROAD.  27 FEET SOUTHWEST OF CENTERLINE OF
 CZ0717'ABANDONED ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 CZ0717'THE ROAD, SET IN THE TOP OF A CONNCRETE POST PROJECTING ABOUT 0.4
 CZ0717'FOOT.
 CZ0717
 CZ0717                          STATION RECOVERY (2001)
 CZ0717
 CZ0717'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0717'WITNESS POST NOT PRESENT.  CONCRETE POST HAS SIGNIFICANT CRACKING AND
 CZ0717'LOCAL VEGITATION THREATENS TO COVER MARKER.  ABANDONED ROAD OVERGROWN
 CZ0717'BUT USED INTERMITTENTLY AS A FOOTPATH OR HORSETRAIL.  GPS COORD. MEAS.
 CZ0717'AS N32 17 13.7, W111 10 49.5, ELEV. 2800 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0412 ***********************************************************************
 CG0412  DESIGNATION -  H 113
 CG0412  PID         -  CG0412
 CG0412  STATE/COUNTY-  AZ/PIMA
 CG0412  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0412
 CG0412                         *CURRENT SURVEY CONTROL
 CG0412  ___________________________________________________________________
 CG0412* NAD 83(1986)-  31 54 14.     (N)    111 23 25.     (W)     SCALED    
 CG0412* NAVD 88     -       879.62   (+/-2cm)    2885.9    (feet)  VERTCON   
 CG0412  ___________________________________________________________________
 CG0412  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CG0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0412
 CG0412.The horizontal coordinates were scaled from a topographic map and have
 CG0412.an estimated accuracy of +/- 6 seconds.
 CG0412
 CG0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0412.The vertical order pertains to the NGVD 29 superseded value.
 CG0412
 CG0412.The geoid height was determined by GEOID03.
 CG0412
 CG0412;                    North         East    Units  Estimated Accuracy
 CG0412;SPC AZ C     -   100,330.      263,150.      MT  (+/- 180 meters Scaled)
 CG0412
 CG0412                          SUPERSEDED SURVEY CONTROL
 CG0412
 CG0412  NGVD 29 (??/??/92)  878.896  (m)         2883.51   (f) ADJ UNCH    2 0
 CG0412
 CG0412.Superseded values are not recommended for survey control.
 CG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0412.See file dsdata.txt to determine how the superseded data were derived.
 CG0412
 CG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA630298(NAD 83)
 CG0412_MARKER: DB = BENCH MARK DISK
 CG0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0412_STAMPING: H 113 1935
 CG0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0412+STABILITY: SURFACE MOTION
 CG0412
 CG0412  HISTORY     - Date     Condition        Report By
 CG0412  HISTORY     - 1935     MONUMENTED       CGS
 CG0412  HISTORY     - 1974     GOOD             USGS
 CG0412  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0412
 CG0412                          STATION DESCRIPTION
 CG0412
 CG0412'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0412'13.35 MI S FROM THREE POINTS.
 CG0412'13.35 MILES SOUTH OF THE Y JCT AND STATION A 113 AT THREE POINTS ALONG
 CG0412'A PAVED ROAD LEADING SOUTH TO SASABE, 0.15 MILE NORTH OF A WASH
 CG0412'CROSSING THE ROAD, 130 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.7
 CG0412'FEET SOUTH OF THE WITNESS POST, 1.8 FEET HIGHER THAN THE ROAD, AND SET
 CG0412'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 CG0412
 CG0412                          STATION RECOVERY (2001)
 CG0412
 CG0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0488 ***********************************************************************
 CG0488  DESIGNATION -  H 114
 CG0488  PID         -  CG0488
 CG0488  STATE/COUNTY-  AZ/PIMA
 CG0488  USGS QUAD   -  TWIN BUTTES (1981)
 CG0488
 CG0488                         *CURRENT SURVEY CONTROL
 CG0488  ___________________________________________________________________
 CG0488* NAD 83(1986)-  31 59 29.     (N)    111 05 31.     (W)     SCALED    
 CG0488* NAVD 88     -      1038.79   (+/-2cm)    3408.1    (feet)  VERTCON   
 CG0488  ___________________________________________________________________
 CG0488  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0488
 CG0488.The horizontal coordinates were scaled from a topographic map and have
 CG0488.an estimated accuracy of +/- 6 seconds.
 CG0488
 CG0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0488.The vertical order pertains to the NGVD 29 superseded value.
 CG0488
 CG0488.The geoid height was determined by GEOID03.
 CG0488
 CG0488;                    North         East    Units  Estimated Accuracy
 CG0488;SPC AZ C     -   110,210.      291,290.      MT  (+/- 180 meters Scaled)
 CG0488
 CG0488                          SUPERSEDED SURVEY CONTROL
 CG0488
 CG0488  NGVD 29 (??/??/92) 1038.056  (m)         3405.69   (f) ADJ UNCH    2 0
 CG0488
 CG0488.Superseded values are not recommended for survey control.
 CG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0488.See file dsdata.txt to determine how the superseded data were derived.
 CG0488
 CG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA913394(NAD 83)
 CG0488_MARKER: DB = BENCH MARK DISK
 CG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0488_STAMPING: H 114 1935
 CG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0488+STABILITY: SURFACE MOTION
 CG0488
 CG0488  HISTORY     - Date     Condition        Report By
 CG0488  HISTORY     - 1935     MONUMENTED       CGS
 CG0488
 CG0488                          STATION DESCRIPTION
 CG0488
 CG0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0488'1.4 MI N FROM SAN XAVIER.
 CG0488'1.4 MILES NORTH ALONG THE TUCSON ROAD FROM SAN XAVIER, PIMA COUNTY,
 CG0488'0.2 MILE SOUTH OF A RANCH ON THE WEST SIDE OF THE ROAD, 250 FEET SOUTH
 CG0488'OF A CONCRETE CULVERT, AND 55 FEET EAST OF THE CENTERLINE OF THE ROAD.
 CG0488'A STANDARD DISK, STAMPED H 114 1935 AND SET IN THE TOP OF A CONCRETE
 CG0488'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0486 ***********************************************************************
 CG0486  DESIGNATION -  H 115
 CG0486  PID         -  CG0486
 CG0486  STATE/COUNTY-  AZ/PIMA
 CG0486  USGS QUAD   -  STEVENS MTN (1982)
 CG0486
 CG0486                         *CURRENT SURVEY CONTROL
 CG0486  ___________________________________________________________________
 CG0486* NAD 83(1986)-  31 58 34.     (N)    111 18 39.     (W)     SCALED    
 CG0486* NAVD 88     -       987.99   (+/-2cm)    3241.4    (feet)  VERTCON   
 CG0486  ___________________________________________________________________
 CG0486  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CG0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0486
 CG0486.The horizontal coordinates were scaled from a topographic map and have
 CG0486.an estimated accuracy of +/- 6 seconds.
 CG0486
 CG0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0486.The vertical order pertains to the NGVD 29 superseded value.
 CG0486
 CG0486.The geoid height was determined by GEOID03.
 CG0486
 CG0486;                    North         East    Units  Estimated Accuracy
 CG0486;SPC AZ C     -   108,380.      270,620.      MT  (+/- 180 meters Scaled)
 CG0486
 CG0486                          SUPERSEDED SURVEY CONTROL
 CG0486
 CG0486  NGVD 29 (??/??/92)  987.239  (m)         3238.97   (f) ADJ UNCH    2 0
 CG0486
 CG0486.Superseded values are not recommended for survey control.
 CG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0486.See file dsdata.txt to determine how the superseded data were derived.
 CG0486
 CG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA706378(NAD 83)
 CG0486_MARKER: DB = BENCH MARK DISK
 CG0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0486_STAMPING: H 115 1935
 CG0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0486+STABILITY: SURFACE MOTION
 CG0486
 CG0486  HISTORY     - Date     Condition        Report By
 CG0486  HISTORY     - 1935     MONUMENTED       CGS
 CG0486  HISTORY     - 1975     GOOD             USGS
 CG0486
 CG0486                          STATION DESCRIPTION
 CG0486
 CG0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0486'5 MI SW FROM THREE POINTS.
 CG0486'3.6 MILES SOUTHEAST ALONG THE SOTO RANCH ROAD FROM THE JUNCTION OF THE
 CG0486'SASABE ROAD ABOUT 5 MILES SOUTHWEST OF THREE POINTS, 0.7 MILE
 CG0486'NORTHWEST OF A RANCH HOUSE AND A CORRAL AND A LARGE WINDMILL, AND 36
 CG0486'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H
 CG0486'115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0486
 CG0486                          STATION RECOVERY (1975)
 CG0486
 CG0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0486'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.,
 CG0486'THENCE 8.75 MI S. ALONG SIERRITA MTN. RD. TO PHILLIPS RD., THENCE 2.7
 CG0486'MI W. ALONG PHILLIPS RD. TO MARE DR., THENCE N. 0.25 MI ALONG MARE
 CG0486'DR. ABOUT 350 FT W. OF CENTERLINE OF RD. SET IN TOP OF CONCRETE POST.
 CG0486'NGS DISK STAMPED H 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0491 ***********************************************************************
 FS0491  DESIGNATION -  H 116
 FS0491  PID         -  FS0491
 FS0491  STATE/COUNTY-  AZ/MOHAVE
 FS0491  USGS QUAD   -  GRASSHOPPER JUNCTION NW (1967)
 FS0491
 FS0491                         *CURRENT SURVEY CONTROL
 FS0491  ___________________________________________________________________
 FS0491* NAD 83(1986)-  35 29 25.     (N)    114 29 28.     (W)     SCALED    
 FS0491* NAVD 88     -      1117.818  (meters)    3667.37   (feet)  POSTED    
 FS0491  ___________________________________________________________________
 FS0491  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FS0491  DYNAMIC HT  -        1116.530 (meters)    3663.15  (feet)  COMP
 FS0491  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 FS0491
 FS0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0491
 FS0491.The horizontal coordinates were scaled from a topographic map and have
 FS0491.an estimated accuracy of +/- 6 seconds.
 FS0491
 FS0491.The orthometric height was determined by differential leveling
 FS0491.and adjusted by the  in 1992.
 FS0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0491.rate of 0.0 thru 1.0 mm/km.
 FS0491
 FS0491.The geoid height was determined by GEOID03.
 FS0491
 FS0491.The dynamic height is computed by dividing the NAVD 88
 FS0491.geopotential number by the normal gravity value computed on the
 FS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0491.degrees latitude (g = 980.6199 gals.).
 FS0491
 FS0491.The modeled gravity was interpolated from observed gravity values.
 FS0491
 FS0491;                    North         East    Units  Estimated Accuracy
 FS0491;SPC AZ W     -   498,230.      146,120.      MT  (+/- 180 meters Scaled)
 FS0491
 FS0491                          SUPERSEDED SURVEY CONTROL
 FS0491
 FS0491  NGVD 29 (??/??/92) 1117.017  (m)         3664.75   (f) ADJ UNCH    1 2
 FS0491
 FS0491.Superseded values are not recommended for survey control.
 FS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0491.See file dsdata.txt to determine how the superseded data were derived.
 FS0491
 FS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV275303(NAD 83)
 FS0491_MARKER: DB = BENCH MARK DISK
 FS0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0491_STAMPING: H 116 1935
 FS0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0491+STABILITY: SURFACE MOTION
 FS0491
 FS0491  HISTORY     - Date     Condition        Report By
 FS0491  HISTORY     - 1935     MONUMENTED       CGS
 FS0491  HISTORY     - 1950     GOOD             NGS
 FS0491
 FS0491                          STATION DESCRIPTION
 FS0491
 FS0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0491'16.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0491'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0491'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 9.5 MILES
 FS0491'WEST ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING,
 FS0491'26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST OF
 FS0491'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 FS0491'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0515 ***********************************************************************
 CG0515  DESIGNATION -  H 117
 CG0515  PID         -  CG0515
 CG0515  STATE/COUNTY-  AZ/PIMA
 CG0515  USGS QUAD   -  CERRO COLORADO (1982)
 CG0515
 CG0515                         *CURRENT SURVEY CONTROL
 CG0515  ___________________________________________________________________
 CG0515* NAD 83(1986)-  31 38 57.     (N)    111 16 54.     (W)     SCALED    
 CG0515* NAVD 88     -      1148.22   (+/-2cm)    3767.1    (feet)  VERTCON   
 CG0515  ___________________________________________________________________
 CG0515  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CG0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0515
 CG0515.The horizontal coordinates were scaled from a topographic map and have
 CG0515.an estimated accuracy of +/- 6 seconds.
 CG0515
 CG0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0515.The vertical order pertains to the NGVD 29 superseded value.
 CG0515
 CG0515.The geoid height was determined by GEOID03.
 CG0515
 CG0515;                    North         East    Units  Estimated Accuracy
 CG0515;SPC AZ C     -    72,140.      273,590.      MT  (+/- 180 meters Scaled)
 CG0515
 CG0515                          SUPERSEDED SURVEY CONTROL
 CG0515
 CG0515  NGVD 29 (??/??/92) 1147.409  (m)         3764.46   (f) ADJ UNCH    2 0
 CG0515
 CG0515.Superseded values are not recommended for survey control.
 CG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0515.See file dsdata.txt to determine how the superseded data were derived.
 CG0515
 CG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA732015(NAD 83)
 CG0515_MARKER: DB = BENCH MARK DISK
 CG0515_SETTING: 66 = SET IN ROCK OUTCROP
 CG0515_SP_SET: ROCK OUTCROP
 CG0515_STAMPING: H 117 1935
 CG0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0515+STABILITY: POSITION/ELEVATION WELL
 CG0515
 CG0515  HISTORY     - Date     Condition        Report By
 CG0515  HISTORY     - 1935     MONUMENTED       CGS
 CG0515  HISTORY     - 1952     GOOD             NGS
 CG0515  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0515
 CG0515                          STATION DESCRIPTION
 CG0515
 CG0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0515'7.55 MI NW FROM ARIVACA.
 CG0515'7.55 MILES NORTHEAST ALONG THE ARIVACA ROAD FROM THE SCHOOL AT
 CG0515'ARIVACA, ABOUT 0.15 MILE SOUTHWEST FROM A DIM ROAD LEADING TO AN OLD
 CG0515'MINE, IN THE TOP OF A ROCK OUTCROP, 39 FEET WEST OF THE CENTER LINE OF
 CG0515'THE ARIVACA ROAD, IN A ROCK OUTCROP ABOUT 2 FEET HIGHER THAN THE ROAD.
 CG0515
 CG0515                          STATION RECOVERY (2001)
 CG0515
 CG0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0515'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0533 ***********************************************************************
 CG0533  DESIGNATION -  H 118
 CG0533  PID         -  CG0533
 CG0533  STATE/COUNTY-  AZ/PIMA
 CG0533  USGS QUAD   -  WILBUR CANYON (1980)
 CG0533
 CG0533                         *CURRENT SURVEY CONTROL
 CG0533  ___________________________________________________________________
 CG0533* NAD 83(1986)-  31 37 00.     (N)    111 24 01.     (W)     SCALED    
 CG0533* NAVD 88     -      1057.24   (+/-2cm)    3468.6    (feet)  VERTCON   
 CG0533  ___________________________________________________________________
 CG0533  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CG0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0533
 CG0533.The horizontal coordinates were scaled from a topographic map and have
 CG0533.an estimated accuracy of +/- 6 seconds.
 CG0533
 CG0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0533.The vertical order pertains to the NGVD 29 superseded value.
 CG0533
 CG0533.The geoid height was determined by GEOID03.
 CG0533
 CG0533;                    North         East    Units  Estimated Accuracy
 CG0533;SPC AZ C     -    68,480.      262,350.      MT  (+/- 180 meters Scaled)
 CG0533
 CG0533                          SUPERSEDED SURVEY CONTROL
 CG0533
 CG0533  NGVD 29 (??/??/92) 1056.427  (m)         3465.96   (f) ADJ UNCH    2 0
 CG0533
 CG0533.Superseded values are not recommended for survey control.
 CG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0533.See file dsdata.txt to determine how the superseded data were derived.
 CG0533
 CG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV620980(NAD 83)
 CG0533_MARKER: DB = BENCH MARK DISK
 CG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0533_STAMPING: H 118 1935
 CG0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0533+STABILITY: SURFACE MOTION
 CG0533
 CG0533  HISTORY     - Date     Condition        Report By
 CG0533  HISTORY     - 1935     MONUMENTED       CGS
 CG0533  HISTORY     - 1951     GOOD             NGS
 CG0533  HISTORY     - 1975     MARK NOT FOUND   USGS
 CG0533
 CG0533                          STATION DESCRIPTION
 CG0533
 CG0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0533'5.85 MI NW FROM ARIVACA.
 CG0533'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0533'THENCE 5.75 MILES NORTHWEST ALONG THE MAIN ROAD, 0.1 MILE NORTHWEST OF
 CG0533'A Y JUNCTION OF THE MAIN ROAD AND A ROAD LEADING WEST TO AN OLD ADOBE
 CG0533'RUINS, AND ABOUT 600 FEET NORTHEAST OF THE OLD ADOBE RUINS, 17 FEET
 CG0533'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF THE WITNESS
 CG0533'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0533'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0533
 CG0533                          STATION RECOVERY (1975)
 CG0533
 CG0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0400 ***********************************************************************
 FS0400  DESIGNATION -  H 119
 FS0400  PID         -  FS0400
 FS0400  STATE/COUNTY-  AZ/MOHAVE
 FS0400  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0400
 FS0400                         *CURRENT SURVEY CONTROL
 FS0400  ___________________________________________________________________
 FS0400* NAD 83(1986)-  35 49 31.     (N)    114 29 40.     (W)     SCALED    
 FS0400* NAVD 88     -       659.009  (meters)    2162.10   (feet)  POSTED    
 FS0400  ___________________________________________________________________
 FS0400  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FS0400  DYNAMIC HT  -         658.320 (meters)    2159.84  (feet)  COMP
 FS0400  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 FS0400
 FS0400  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0400
 FS0400.The horizontal coordinates were scaled from a topographic map and have
 FS0400.an estimated accuracy of +/- 6 seconds.
 FS0400
 FS0400.The orthometric height was determined by differential leveling
 FS0400.and adjusted by the  in 1992.
 FS0400.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0400.rate of 0.0 thru 1.0 mm/km.
 FS0400
 FS0400.The geoid height was determined by GEOID03.
 FS0400
 FS0400.The dynamic height is computed by dividing the NAVD 88
 FS0400.geopotential number by the normal gravity value computed on the
 FS0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0400.degrees latitude (g = 980.6199 gals.).
 FS0400
 FS0400.The modeled gravity was interpolated from observed gravity values.
 FS0400
 FS0400;                    North         East    Units  Estimated Accuracy
 FS0400;SPC AZ W     -   535,400.      146,090.      MT  (+/- 180 meters Scaled)
 FS0400
 FS0400                          SUPERSEDED SURVEY CONTROL
 FS0400
 FS0400  NGVD 29 (??/??/92)  658.269  (m)         2159.67   (f) ADJ UNCH    1 1
 FS0400
 FS0400.Superseded values are not recommended for survey control.
 FS0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0400.See file dsdata.txt to determine how the superseded data were derived.
 FS0400
 FS0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV263674(NAD 83)
 FS0400_MARKER: DB = BENCH MARK DISK
 FS0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0400_STAMPING: H 119 1935
 FS0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0400+STABILITY: SURFACE MOTION
 FS0400
 FS0400  HISTORY     - Date     Condition        Report By
 FS0400  HISTORY     - 1935     MONUMENTED       CGS
 FS0400  HISTORY     - 1950     GOOD             NGS
 FS0400  HISTORY     - 1963     GOOD             NGS
 FS0400
 FS0400                          STATION DESCRIPTION
 FS0400
 FS0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0400'18.6 MI S FROM MOUTH OF DETRITAL WASH.
 FS0400'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0400'MEAD, THENCE 11.7 MILES SOUTH ALONG AN ABANDONED ROAD, 38 FEET
 FS0400'EAST OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF A DOUBLE
 FS0400'12-INCH YUCCA TREE, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT 2
 FS0400'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0400'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0400
 FS0400                          STATION RECOVERY (1963)
 FS0400
 FS0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1075 ***********************************************************************
 DV1075  DESIGNATION -  H 12
 DV1075  PID         -  DV1075
 DV1075  STATE/COUNTY-  AZ/LA PAZ
 DV1075  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1075
 DV1075                         *CURRENT SURVEY CONTROL
 DV1075  ___________________________________________________________________
 DV1075* NAD 83(1986)-  33 58 42.     (N)    113 34 28.     (W)     SCALED    
 DV1075* NAVD 88     -       678.856  (meters)    2227.21   (feet)  ADJUSTED  
 DV1075  ___________________________________________________________________
 DV1075  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV1075  DYNAMIC HT  -         678.065 (meters)    2224.62  (feet)  COMP
 DV1075  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 DV1075
 DV1075  VERT ORDER  -  FIRST     CLASS II
 DV1075
 DV1075.The horizontal coordinates were scaled from a topographic map and have
 DV1075.an estimated accuracy of +/- 6 seconds.
 DV1075
 DV1075.The orthometric height was determined by differential leveling
 DV1075.and adjusted in June 1991.
 DV1075
 DV1075.The geoid height was determined by GEOID03.
 DV1075
 DV1075.The dynamic height is computed by dividing the NAVD 88
 DV1075.geopotential number by the normal gravity value computed on the
 DV1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1075.degrees latitude (g = 980.6199 gals.).
 DV1075
 DV1075.The modeled gravity was interpolated from observed gravity values.
 DV1075
 DV1075;                    North         East    Units  Estimated Accuracy
 DV1075;SPC AZ W     -   330,280.      229,580.      MT  (+/- 180 meters Scaled)
 DV1075
 DV1075                          SUPERSEDED SURVEY CONTROL
 DV1075
 DV1075  NGVD 29 (??/??/92)  678.122  (m)         2224.81   (f) ADJ UNCH    1 2
 DV1075
 DV1075.Superseded values are not recommended for survey control.
 DV1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1075.See file dsdata.txt to determine how the superseded data were derived.
 DV1075
 DV1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC621627(NAD 83)
 DV1075_MARKER: DB = BENCH MARK DISK
 DV1075_SETTING: 66 = SET IN ROCK OUTCROP
 DV1075_SP_SET: ROCK OUTCROP
 DV1075_STAMPING: 2224.805 H 12 1927
 DV1075_MARK LOGO: CGS   
 DV1075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1075+STABILITY: POSITION/ELEVATION WELL
 DV1075
 DV1075  HISTORY     - Date     Condition        Report By
 DV1075  HISTORY     - 1927     MONUMENTED       CGS
 DV1075  HISTORY     - 1934     GOOD             NGS
 DV1075  HISTORY     - 1981     GOOD             NGS
 DV1075
 DV1075                          STATION DESCRIPTION
 DV1075
 DV1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1075'11.8 MI N FROM WENDEN.
 DV1075'11.8 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 DV1075'WENDEN, YUMA COUNTY, 2.4 MILES NORTH OF CUNNINGHAM PASS, 110 FEET
 DV1075'SOUTHWEST OF THE SOUTHWEST BANK OF A LARGE WASH AT THE SOUTH BASE OF A
 DV1075'MOUNTAIN, 70 FEET NORTHWEST OF A FENCE, 80 FEET WEST OF A GATEWAY,
 DV1075'17.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A
 DV1075'ROCK OUTCROP PROJECTING 1 INCH ABOVE GROUND.  A STANDARD DISK, STAMPED
 DV1075'2224.805 H 12 1927.
 DV1075
 DV1075                          STATION RECOVERY (1981)
 DV1075
 DV1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1075'18.5 KM (11.5 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1075'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.2 KM (0.1 MI) NORTHWEST OF A
 DV1075'CURVE IN A LARGE DRY WASH AT THE BASE OF A MOUNTAIN, SET IN TOP OF A
 DV1075'1.5 X 1.5 FOOT GRANITE ROCK PROJECTING 2 INCHES, 190.2 METERS (624 FT)
 DV1075'NORTHEAST OF THE CENTERLINE OF THE ROAD, 33.0 METERS (110 FT)
 DV1075'SOUTHWEST OF THE SOUTHWEST BANK OF THE WASH, 5.3 METERS (17.5 FT)
 DV1075'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD PARALLELING THE WASH.
 DV1075'THE MARK IS 2.0 METERS  N FROM A WITNESS POST.
 DV1075'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0043 ***********************************************************************
 GQ0043  DESIGNATION -  H 12
 GQ0043  PID         -  GQ0043
 GQ0043  STATE/COUNTY-  AZ/COCONINO
 GQ0043  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0043
 GQ0043                         *CURRENT SURVEY CONTROL
 GQ0043  ___________________________________________________________________
 GQ0043* NAD 83(1986)-  36 55 26.     (N)    112 27 40.     (W)     SCALED    
 GQ0043* NAVD 88     -      1446.593  (meters)    4746.03   (feet)  POSTED    
 GQ0043  ___________________________________________________________________
 GQ0043  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 GQ0043  DYNAMIC HT  -        1444.950 (meters)    4740.64  (feet)  COMP
 GQ0043  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 GQ0043
 GQ0043  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0043
 GQ0043.The horizontal coordinates were scaled from a topographic map and have
 GQ0043.an estimated accuracy of +/- 6 seconds.
 GQ0043
 GQ0043.The orthometric height was determined by differential leveling
 GQ0043.and adjusted by the  in 1992.
 GQ0043.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0043.rate of 0.0 thru 1.0 mm/km.
 GQ0043
 GQ0043.The geoid height was determined by GEOID03.
 GQ0043
 GQ0043.The dynamic height is computed by dividing the NAVD 88
 GQ0043.geopotential number by the normal gravity value computed on the
 GQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0043.degrees latitude (g = 980.6199 gals.).
 GQ0043
 GQ0043.The modeled gravity was interpolated from observed gravity values.
 GQ0043
 GQ0043;                    North         East    Units  Estimated Accuracy
 GQ0043;SPC AZ C     -   657,160.      164,850.      MT  (+/- 180 meters Scaled)
 GQ0043
 GQ0043                          SUPERSEDED SURVEY CONTROL
 GQ0043
 GQ0043  NGVD 29 (??/??/92) 1445.674  (m)         4743.02   (f) ADJ UNCH    1 2
 GQ0043
 GQ0043.Superseded values are not recommended for survey control.
 GQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0043.See file dsdata.txt to determine how the superseded data were derived.
 GQ0043
 GQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF698874(NAD 83)
 GQ0043_MARKER: DD = SURVEY DISK
 GQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0043_STAMPING: H 12 1934
 GQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0043+STABILITY: SURFACE MOTION
 GQ0043
 GQ0043  HISTORY     - Date     Condition        Report By
 GQ0043  HISTORY     - 1934     MONUMENTED       USGS
 GQ0043  HISTORY     - 1934     GOOD             NGS
 GQ0043
 GQ0043                          STATION DESCRIPTION
 GQ0043
 GQ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0043'4.5 MI E FROM FREDONIA.
 GQ0043'4.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO COUNTY,
 GQ0043'24 FEET EAST OF A WOODEN-BOX CULVERT AT A SMALL DRY WASH, 19 FEET
 GQ0043'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A FENCE. A
 GQ0043'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 12 1934 AND
 GQ0043'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0377 ***********************************************************************
 FS0377  DESIGNATION -  H 120
 FS0377  PID         -  FS0377
 FS0377  STATE/COUNTY-  AZ/MOHAVE
 FS0377  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0377
 FS0377                         *CURRENT SURVEY CONTROL
 FS0377  ___________________________________________________________________
 FS0377* NAD 83(1986)-  35 59 46.     (N)    114 28 33.     (W)     SCALED    
 FS0377* NAVD 88     -       437.878  (meters)    1436.60   (feet)  POSTED    
 FS0377  ___________________________________________________________________
 FS0377  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0377  DYNAMIC HT  -         437.440 (meters)    1435.17  (feet)  COMP
 FS0377  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 FS0377
 FS0377  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0377
 FS0377.The horizontal coordinates were scaled from a topographic map and have
 FS0377.an estimated accuracy of +/- 6 seconds.
 FS0377
 FS0377.The orthometric height was determined by differential leveling
 FS0377.and adjusted by the  in 1992.
 FS0377.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0377.rate of 0.0 thru 1.0 mm/km.
 FS0377
 FS0377.The geoid height was determined by GEOID03.
 FS0377
 FS0377.The dynamic height is computed by dividing the NAVD 88
 FS0377.geopotential number by the normal gravity value computed on the
 FS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0377.degrees latitude (g = 980.6199 gals.).
 FS0377
 FS0377.The modeled gravity was interpolated from observed gravity values.
 FS0377
 FS0377;                    North         East    Units  Estimated Accuracy
 FS0377;SPC AZ W     -   554,340.      147,920.      MT  (+/- 180 meters Scaled)
 FS0377
 FS0377                          SUPERSEDED SURVEY CONTROL
 FS0377
 FS0377  NGVD 29 (??/??/92)  437.160  (m)         1434.25   (f) ADJ UNCH    1 1
 FS0377
 FS0377.Superseded values are not recommended for survey control.
 FS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0377.See file dsdata.txt to determine how the superseded data were derived.
 FS0377
 FS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV275864(NAD 83)
 FS0377_MARKER: DB = BENCH MARK DISK
 FS0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0377_STAMPING: H 120 1935
 FS0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0377+STABILITY: SURFACE MOTION
 FS0377
 FS0377  HISTORY     - Date     Condition        Report By
 FS0377  HISTORY     - 1935     MONUMENTED       CGS
 FS0377  HISTORY     - 1950     GOOD             NGS
 FS0377  HISTORY     - 1963     GOOD             NGS
 FS0377
 FS0377                          STATION DESCRIPTION
 FS0377
 FS0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0377'4.6 MI S FROM MOUTH OF DETRITAL WASH.
 FS0377'4.6 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0377'MEAD, 0.25 MILE EAST OF THE FOOTHILLS, ABOUT 145 YARDS WEST OF
 FS0377'THE WEST BANK, ABOUT 117 YARDS WEST OF THE HIGHWATER MARK, 2.9
 FS0377'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FS0377'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0377
 FS0377                          STATION RECOVERY (1963)
 FS0377
 FS0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0321 ***********************************************************************
 GQ0321  DESIGNATION -  H 120
 GQ0321  PID         -  GQ0321
 GQ0321  STATE/COUNTY-  AZ/MOHAVE
 GQ0321  USGS QUAD   -  HANCOCK KNOLLS (1988)
 GQ0321
 GQ0321                         *CURRENT SURVEY CONTROL
 GQ0321  ___________________________________________________________________
 GQ0321* NAD 83(1992)-  36 22 54.24252(N)    112 58 22.69135(W)     ADJUSTED  
 GQ0321* NAVD 88     -      1804.85   (+/-2cm)    5921.4    (feet)  VERTCON   
 GQ0321  ___________________________________________________________________
 GQ0321  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GQ0321  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 GQ0321  HORZ ORDER  -  SECOND
 GQ0321  VERT ORDER  -  THIRD ? (See Below)
 GQ0321
 GQ0321.The horizontal coordinates were established by classical geodetic methods
 GQ0321.and adjusted by the National Geodetic Survey in June 1998.
 GQ0321
 GQ0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0321.The vertical order pertains to the NGVD 29 superseded value.
 GQ0321
 GQ0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0321
 GQ0321.The geoid height was determined by GEOID03.
 GQ0321
 GQ0321;                    North         East     Units Scale Factor Converg.
 GQ0321;SPC AZ W     -   597,167.153   283,076.699   MT  0.99999320   +0 27 39.3
 GQ0321;SPC AZ W     - 1,959,209.82    928,729.33   iFT  0.99999320   +0 27 39.3
 GQ0321;UTM  12      - 4,028,097.434   323,031.385   MT  0.99998587   -1 10 14.1
 GQ0321
 GQ0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0321!SPC AZ W     -   0.99972048  x   0.99999320  =   0.99971368
 GQ0321!UTM  12      -   0.99972048  x   0.99998587  =   0.99970636
 GQ0321
 GQ0321:                Primary Azimuth Mark                     Grid Az
 GQ0321:SPC AZ W     -  HANCOCK                                  010 21 17.4
 GQ0321:UTM  12      -  HANCOCK                                  011 59 10.8
 GQ0321
 GQ0321|---------------------------------------------------------------------|
 GQ0321| PID    Reference Object                     Distance      Geod. Az  |
 GQ0321|                                                           dddmmss.s |
 GQ0321| GQ0320 HANCOCK                             APPROX. 4.0 KM 0104856.7 |
 GQ0321| CH2775 H 120 RM 1                            5.218 METERS 09504     |
 GQ0321| CH2776 H 120 RM 2                            7.630 METERS 18506     |
 GQ0321|---------------------------------------------------------------------|
 GQ0321
 GQ0321                          SUPERSEDED SURVEY CONTROL
 GQ0321
 GQ0321  NAD 83(1992)-  36 22 54.24252(N)    112 58 22.69135(W) AD(       ) 2
 GQ0321  NAD 83(1986)-  36 22 54.23438(N)    112 58 22.68432(W) AD(       ) 2
 GQ0321  NAD 27      -  36 22 54.31800(N)    112 58 19.95200(W) AD(       ) 2
 GQ0321  NGVD 29 (07/19/86) 1803.91   (m)         5918.3    (f) LEVELING    3  
 GQ0321
 GQ0321.Superseded values are not recommended for survey control.
 GQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0321.See file dsdata.txt to determine how the superseded data were derived.
 GQ0321
 GQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2303128097(NAD 83)
 GQ0321_MARKER: DD = SURVEY DISK
 GQ0321_SETTING: 80 = SET IN A BOULDER
 GQ0321_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0321
 GQ0321  HISTORY     - Date     Condition        Report By
 GQ0321  HISTORY     - 1934     MONUMENTED       USGS
 GQ0321
 GQ0321                          STATION DESCRIPTION
 GQ0321
 GQ0321'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0321'ON THE KANAB PLATEAU, ABOUT 13 MILES (AIR LINE) W OF MT. TRUMBULL,
 GQ0321'AND 7.0 MILES (AIR LINE) N OF N RIM OF GRAND CANYON, IN THE FLAT
 GQ0321'LYING S OF HANCOCK KNOLL, 27 FEET E OF WAGON ROAD RUNNING
 GQ0321'OUT TO CANYON RIM AT POINT WHERE THIS ROAD BENDS SHARPLY E.
 GQ0321'
 GQ0321'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0321'IN DRILL HOLES IN BOULDERS.
 GQ0321'STATION MARK IS STAMPED U.S.G.S. B.M. H 120.  IT IS 5919 FEET
 GQ0321'FROM THE STATION.
 GQ0321'
 GQ0321'REACHED FROM FREDONIA BY TAKING PIPE SPRINGS HIGHWAY W FOR 8.2
 GQ0321'MILES, TURN LEFT GO 3.9 MILES, PASS THRU GATE, CONTINUE AHEAD FOR
 GQ0321'3.3 MILES, TAKE RIGHT FORK ON MAIN-TRAVELED ROAD AND GO 0.5
 GQ0321'MILE, TAKE RIGHT FORK ON MAIN-TRAVELED ROAD AND GO 1.1 MILES,
 GQ0321'TAKE RIGHT FORK GO 8.7 MILES, TAKE LEFT FORK GO 0.3 MILE KEEPING
 GQ0321'LEFT ON MAIN-TRAVELED ROAD FOR 5.1 MILES TO HACKS RESERVOIR,
 GQ0321'GO W AND S 4.4 MILES, TAKE RIGHT FORK FOR 4.2 MILES TO NE
 GQ0321'CORNER HEATONS RESERVOIR FENCE, FOLLOW AROUND FENCE TO GATE
 GQ0321'ON S SIDE, TURN DUE S GO 2.3 MILES, TAKE LEFT FORK 2.1
 GQ0321'MILES, TAKE LEFT FORK MAIN-TRAVELED ROAD FOR 2.4 MILES TO
 GQ0321'CROSSROADS AND B.M. 119, CONTINUE AHEAD S FOR 3.1 MILES ON
 GQ0321'MAIN-TRAVELED ROAD TO STATION, JUST E OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0944 ***********************************************************************
 FS0944  DESIGNATION -  H 121 RESET
 FS0944  PID         -  FS0944
 FS0944  STATE/COUNTY-  AZ/MOHAVE
 FS0944  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0944
 FS0944                         *CURRENT SURVEY CONTROL
 FS0944  ___________________________________________________________________
 FS0944* NAD 83(1986)-  35 44 48.     (N)    114 30 01.     (W)     SCALED    
 FS0944* NAVD 88     -       732.733  (meters)    2403.97   (feet)  ADJUSTED  
 FS0944  ___________________________________________________________________
 FS0944  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0944  DYNAMIC HT  -         731.958 (meters)    2401.43  (feet)  COMP
 FS0944  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 FS0944
 FS0944  VERT ORDER  -  FIRST     CLASS II
 FS0944
 FS0944.The horizontal coordinates were scaled from a topographic map and have
 FS0944.an estimated accuracy of +/- 6 seconds.
 FS0944
 FS0944.The orthometric height was determined by differential leveling
 FS0944.and adjusted in June 1991.
 FS0944
 FS0944.The geoid height was determined by GEOID03.
 FS0944
 FS0944.The dynamic height is computed by dividing the NAVD 88
 FS0944.geopotential number by the normal gravity value computed on the
 FS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0944.degrees latitude (g = 980.6199 gals.).
 FS0944
 FS0944.The modeled gravity was interpolated from observed gravity values.
 FS0944
 FS0944;                    North         East    Units  Estimated Accuracy
 FS0944;SPC AZ W     -   526,680.      145,500.      MT  (+/- 180 meters Scaled)
 FS0944
 FS0944                          SUPERSEDED SURVEY CONTROL
 FS0944
 FS0944.No superseded survey control is available for this station.
 FS0944
 FS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV260587(NAD 83)
 FS0944_MARKER: DB = BENCH MARK DISK
 FS0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0944_SP_SET: CONCRETE POST
 FS0944_STAMPING: H 121 RESET 1981
 FS0944_MARK LOGO: NGS   
 FS0944_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0944+STABILITY: SURFACE MOTION
 FS0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0944+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0944
 FS0944  HISTORY     - Date     Condition        Report By
 FS0944  HISTORY     - 1981     MONUMENTED       AZDT
 FS0944  HISTORY     - 1982     GOOD             NGS
 FS0944  HISTORY     - 19870223 GOOD             USPSQD
 FS0944  HISTORY     - 20050717 GOOD             USPSQD
 FS0944
 FS0944                          STATION DESCRIPTION
 FS0944
 FS0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0944'43.0 KM (26.7 MI) SE FROM HOOVER DAM.
 FS0944'43.0 KM (26.7 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0944'OF HOOVER DAM, 0.05 MILE SOUTHEAST OF MILEPOST 25, 33.5 METERS (110
 FS0944'FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 26.8 METERS (88
 FS0944'FT) NORTHEAST OF A FENCE.
 FS0944'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FS0944'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 FS0944
 FS0944                          STATION RECOVERY (1987)
 FS0944
 FS0944'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0944'RECOVERED IN GOOD CONDITION.
 FS0944
 FS0944                          STATION RECOVERY (2005)
 FS0944
 FS0944'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0944'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0676 ***********************************************************************
 CG0676  DESIGNATION -  H 122
 CG0676  PID         -  CG0676
 CG0676  STATE/COUNTY-  AZ/PIMA
 CG0676  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0676
 CG0676                         *CURRENT SURVEY CONTROL
 CG0676  ___________________________________________________________________
 CG0676* NAD 83(1986)-  31 43 43.     (N)    111 39 59.     (W)     SCALED    
 CG0676* NAVD 88     -       998.12   (+/-2cm)    3274.7    (feet)  VERTCON   
 CG0676  ___________________________________________________________________
 CG0676  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0676
 CG0676.The horizontal coordinates were scaled from a topographic map and have
 CG0676.an estimated accuracy of +/- 6 seconds.
 CG0676
 CG0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0676.The vertical order pertains to the NGVD 29 superseded value.
 CG0676
 CG0676.The geoid height was determined by GEOID03.
 CG0676
 CG0676;                    North         East    Units  Estimated Accuracy
 CG0676;SPC AZ C     -    80,800.      237,080.      MT  (+/- 180 meters Scaled)
 CG0676
 CG0676                          SUPERSEDED SURVEY CONTROL
 CG0676
 CG0676  NGVD 29 (??/??/92)  997.326  (m)         3272.06   (f) ADJ UNCH    2 0
 CG0676
 CG0676.Superseded values are not recommended for survey control.
 CG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0676.See file dsdata.txt to determine how the superseded data were derived.
 CG0676
 CG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA368105(NAD 83)
 CG0676_MARKER: DB = BENCH MARK DISK
 CG0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0676_STAMPING: H 122 1935
 CG0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0676+STABILITY: SURFACE MOTION
 CG0676
 CG0676  HISTORY     - Date     Condition        Report By
 CG0676  HISTORY     - 1935     MONUMENTED       CGS
 CG0676  HISTORY     - 1952     GOOD             NGS
 CG0676  HISTORY     - 1977     GOOD             USGS
 CG0676
 CG0676                          STATION DESCRIPTION
 CG0676
 CG0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0676'15.05 MI SE FROM TOPAWA.
 CG0676'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0676'TOPAWA, THENCE 6.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0676'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0676'LEADING SOUTH TO BEAR WELLS, 163 FEET NORTHEAST OF A REFERENCE MARK
 CG0676'CUT IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL, 122.2
 CG0676'FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST MASONRY HEADWALL
 CG0676'OF A CULVERT, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.6
 CG0676'FEET WEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 CG0676'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0676'GROUND, A METAL ON A STAKE STAMPED 3272.6.
 CG0676
 CG0676                          STATION RECOVERY (1977)
 CG0676
 CG0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0676'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0676'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0677 ***********************************************************************
 CG0677  DESIGNATION -  H 122 RM
 CG0677  PID         -  CG0677
 CG0677  STATE/COUNTY-  AZ/PIMA
 CG0677  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0677
 CG0677                         *CURRENT SURVEY CONTROL
 CG0677  ___________________________________________________________________
 CG0677* NAD 83(1986)-  31 43 43.     (N)    111 40 01.     (W)     SCALED    
 CG0677* NAVD 88     -       995.41   (+/-2cm)    3265.8    (feet)  VERTCON   
 CG0677  ___________________________________________________________________
 CG0677  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0677
 CG0677.The horizontal coordinates were scaled from a topographic map and have
 CG0677.an estimated accuracy of +/- 6 seconds.
 CG0677
 CG0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0677.The vertical order pertains to the NGVD 29 superseded value.
 CG0677
 CG0677.The geoid height was determined by GEOID03.
 CG0677
 CG0677;                    North         East    Units  Estimated Accuracy
 CG0677;SPC AZ C     -    80,800.      237,020.      MT  (+/- 180 meters Scaled)
 CG0677
 CG0677                          SUPERSEDED SURVEY CONTROL
 CG0677
 CG0677  NGVD 29 (??/??/92)  994.624  (m)         3263.20   (f) ADJ UNCH    2 0
 CG0677
 CG0677.Superseded values are not recommended for survey control.
 CG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0677.See file dsdata.txt to determine how the superseded data were derived.
 CG0677
 CG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA368105(NAD 83)
 CG0677_MARKER: Q = CHISELED SQUARE
 CG0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0677_SP_SET: CULVERT
 CG0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0677
 CG0677  HISTORY     - Date     Condition        Report By
 CG0677  HISTORY     - UNK      MONUMENTED       USGS
 CG0677  HISTORY     - 1952     GOOD             NGS
 CG0677  HISTORY     - 1977     GOOD             USGS
 CG0677
 CG0677                          STATION DESCRIPTION
 CG0677
 CG0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0677'15.05 MI SE FROM TOPAWA.
 CG0677'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0677'TOPAWA, THENCE 6.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0677'KEEP TO THE LEFT OF A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0677'LEADING SOUTH TO BEAR WELLS, AND CUT IN THE TOP OF THE NORTHEAST END
 CG0677'OF THE NORTHWEST MASONRY HEADWALL OF A CULVERT, 163 FEET SOUTHWEST OF
 CG0677'B.M. H 122, 7 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.7
 CG0677'FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST MASONRY HEADWALL
 CG0677'OF THE CULVERT, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 CG0677
 CG0677                          STATION RECOVERY (1977)
 CG0677
 CG0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0677'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0677'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0071 ***********************************************************************
 DU0071  DESIGNATION -  H 123
 DU0071  PID         -  DU0071
 DU0071  STATE/COUNTY-  AZ/GILA
 DU0071  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0071
 DU0071                         *CURRENT SURVEY CONTROL
 DU0071  ___________________________________________________________________
 DU0071* NAD 83(1986)-  33 37 28.     (N)    110 11 46.     (W)     SCALED    
 DU0071* NAVD 88     -      1877.118  (meters)    6158.51   (feet)  ADJUSTED  
 DU0071  ___________________________________________________________________
 DU0071  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 DU0071  DYNAMIC HT  -        1874.378 (meters)    6149.52  (feet)  COMP
 DU0071  MODELED GRAV-     979,109.3   (mgal)                       NAVD 88
 DU0071
 DU0071  VERT ORDER  -  SECOND    CLASS 0
 DU0071
 DU0071.The horizontal coordinates were scaled from a topographic map and have
 DU0071.an estimated accuracy of +/- 6 seconds.
 DU0071
 DU0071.The orthometric height was determined by differential leveling
 DU0071.and adjusted in June 1991.
 DU0071
 DU0071.The geoid height was determined by GEOID03.
 DU0071
 DU0071.The dynamic height is computed by dividing the NAVD 88
 DU0071.geopotential number by the normal gravity value computed on the
 DU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0071.degrees latitude (g = 980.6199 gals.).
 DU0071
 DU0071.The modeled gravity was interpolated from observed gravity values.
 DU0071
 DU0071;                    North         East    Units  Estimated Accuracy
 DU0071;SPC AZ E     -   291,000.      210,630.      MT  (+/- 180 meters Scaled)
 DU0071
 DU0071                          SUPERSEDED SURVEY CONTROL
 DU0071
 DU0071  NGVD 29 (??/??/92) 1876.416  (m)         6156.21   (f) ADJ UNCH    2 0
 DU0071
 DU0071.Superseded values are not recommended for survey control.
 DU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0071.See file dsdata.txt to determine how the superseded data were derived.
 DU0071
 DU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC745208(NAD 83)
 DU0071_MARKER: DB = BENCH MARK DISK
 DU0071_SETTING: 80 = SET IN A BOULDER
 DU0071_SP_SET: BOULDER
 DU0071_STAMPING: H 123 1935
 DU0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0071+STABILITY: SURFACE MOTION
 DU0071
 DU0071  HISTORY     - Date     Condition        Report By
 DU0071  HISTORY     - 1935     MONUMENTED       CGS
 DU0071
 DU0071                          STATION DESCRIPTION
 DU0071
 DU0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0071'5.7 MI NE FROM HILLTOP.
 DU0071'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0071'COUNTY, 8.0 MILES SOUTHEAST ALONG THE ROCKY CREEK ROAD, 1.1 MILES WEST
 DU0071'OF A GATE, 70 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH
 DU0071'OF A 36-INCH JUNIPER TREE, AND IN THE TOP OF A BOULDER.  A STANDARD
 DU0071'DISK, STAMPED H 123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0487 ***********************************************************************
 FR0487  DESIGNATION -  H 124
 FR0487  PID         -  FR0487
 FR0487  STATE/COUNTY-  AZ/MOHAVE
 FR0487  USGS QUAD   -  ANTARES (1980)
 FR0487
 FR0487                         *CURRENT SURVEY CONTROL
 FR0487  ___________________________________________________________________
 FR0487* NAD 83(1986)-  35 23 50.     (N)    113 50 17.     (W)     SCALED    
 FR0487* NAVD 88     -      1075.608  (meters)    3528.89   (feet)  ADJUSTED  
 FR0487  ___________________________________________________________________
 FR0487  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FR0487  DYNAMIC HT  -        1074.337 (meters)    3524.72  (feet)  COMP
 FR0487  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 FR0487
 FR0487  VERT ORDER  -  FIRST     CLASS I
 FR0487
 FR0487.The horizontal coordinates were scaled from a topographic map and have
 FR0487.an estimated accuracy of +/- 6 seconds.
 FR0487
 FR0487.The orthometric height was determined by differential leveling
 FR0487.and adjusted in June 1991.
 FR0487
 FR0487.The geoid height was determined by GEOID03.
 FR0487
 FR0487.The dynamic height is computed by dividing the NAVD 88
 FR0487.geopotential number by the normal gravity value computed on the
 FR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0487.degrees latitude (g = 980.6199 gals.).
 FR0487
 FR0487.The modeled gravity was interpolated from observed gravity values.
 FR0487
 FR0487;                    North         East    Units  Estimated Accuracy
 FR0487;SPC AZ W     -   487,660.      205,360.      MT  (+/- 180 meters Scaled)
 FR0487
 FR0487                          SUPERSEDED SURVEY CONTROL
 FR0487
 FR0487  NGVD 29 (??/??/92) 1074.807  (m)         3526.26   (f) ADJ UNCH    1 1
 FR0487
 FR0487.Superseded values are not recommended for survey control.
 FR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0487.See file dsdata.txt to determine how the superseded data were derived.
 FR0487
 FR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE422207(NAD 83)
 FR0487_MARKER: DB = BENCH MARK DISK
 FR0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0487_STAMPING: H 124 1935
 FR0487_MARK LOGO: CGS   
 FR0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0487+STABILITY: SURFACE MOTION
 FR0487
 FR0487  HISTORY     - Date     Condition        Report By
 FR0487  HISTORY     - 1935     MONUMENTED       CGS
 FR0487  HISTORY     - 1955     GOOD             NGS
 FR0487  HISTORY     - 1982     GOOD             NGS
 FR0487
 FR0487                          STATION DESCRIPTION
 FR0487
 FR0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0487'8.1 MI W FROM HACKBERRY.
 FR0487'8.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0487'THE STATION AT HACKBERRY, MOHAVE COUNTY, 160 FEET NORTHEAST OF
 FR0487'MILEPOST 497, AT CONCRETE CULVERT D 497, IN THE TOP OF THE WEST END OF
 FR0487'THE NORTH HEADWALL, 17 FEET NORTH OF THE CENTERLINE OF THE NORTH
 FR0487'TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 FR0487'STAMPED H 124 1935.
 FR0487
 FR0487                          STATION RECOVERY (1982)
 FR0487
 FR0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0487'31.7 KM (19.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0487'FE RAILROAD FROM THE STATION AT KINGMAN, IN TOP OF THE SOUTHWEST END
 FR0487'OF THE NORTHWEST HEADWALL, 0.16 KM (0.1 MILE) SOUTHEAST AND ACROSS THE
 FR0487'HIGHWAY FROM A BRICK BUILDING, 5.2 METERS (17.0 FEET) NORTHWEST OF THE
 FR0487'NORTHWEST RAIL.
 FR0487'THE MARK IS 1.0 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0667 ***********************************************************************
 FR0667  DESIGNATION -  H 125
 FR0667  PID         -  FR0667
 FR0667  STATE/COUNTY-  AZ/MOHAVE
 FR0667  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0667
 FR0667                         *CURRENT SURVEY CONTROL
 FR0667  ___________________________________________________________________
 FR0667* NAD 83(1986)-  35 33 02.     (N)    113 52 32.     (W)     SCALED    
 FR0667* NAVD 88     -       912.796  (meters)    2994.73   (feet)  POSTED    
 FR0667  ___________________________________________________________________
 FR0667  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FR0667  DYNAMIC HT  -         911.740 (meters)    2991.27  (feet)  COMP
 FR0667  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 FR0667
 FR0667  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0667
 FR0667.The horizontal coordinates were scaled from a topographic map and have
 FR0667.an estimated accuracy of +/- 6 seconds.
 FR0667
 FR0667.The orthometric height was determined by differential leveling
 FR0667.and adjusted by the  in 1992.
 FR0667.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0667.rate of 0.0 thru 1.0 mm/km.
 FR0667
 FR0667.The geoid height was determined by GEOID03.
 FR0667
 FR0667.The dynamic height is computed by dividing the NAVD 88
 FR0667.geopotential number by the normal gravity value computed on the
 FR0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0667.degrees latitude (g = 980.6199 gals.).
 FR0667
 FR0667.The modeled gravity was interpolated from observed gravity values.
 FR0667
 FR0667;                    North         East    Units  Estimated Accuracy
 FR0667;SPC AZ W     -   504,670.      201,980.      MT  (+/- 180 meters Scaled)
 FR0667
 FR0667                          SUPERSEDED SURVEY CONTROL
 FR0667
 FR0667  NGVD 29 (??/??/92)  912.024  (m)         2992.20   (f) ADJ UNCH    1 1
 FR0667
 FR0667.Superseded values are not recommended for survey control.
 FR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0667.See file dsdata.txt to determine how the superseded data were derived.
 FR0667
 FR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE393379(NAD 83)
 FR0667_MARKER: DB = BENCH MARK DISK
 FR0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0667_STAMPING: H 125 1935
 FR0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0667+STABILITY: SURFACE MOTION
 FR0667
 FR0667  HISTORY     - Date     Condition        Report By
 FR0667  HISTORY     - 1935     MONUMENTED       CGS
 FR0667  HISTORY     - 1940     MARK NOT FOUND   NGS
 FR0667  HISTORY     - 1968     MARK NOT FOUND   NGS
 FR0667
 FR0667                          STATION DESCRIPTION
 FR0667
 FR0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0667'15.2 MI N FROM HACKBERRY.
 FR0667'15.2 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0667'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 2.3 MILES
 FR0667'NORTHWEST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 36 FEET
 FR0667'NORTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTHWEST OF THE
 FR0667'CENTERLINE OF THE OLD ROADBED, AND 3 FEET NORTH OF A WHITE WOODEN
 FR0667'WITNESS POST.  A STANDARD DISK, STAMPED H 125 1935 AND SET IN THE TOP
 FR0667'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- A NEW
 FR0667'ROAD WAS BUILT IN AREA.
 FR0667
 FR0667                          STATION RECOVERY (1968)
 FR0667
 FR0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FR0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0467 ***********************************************************************
 FS0467  DESIGNATION -  H 126
 FS0467  PID         -  FS0467
 FS0467  STATE/COUNTY-  AZ/MOHAVE
 FS0467  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0467
 FS0467                         *CURRENT SURVEY CONTROL
 FS0467  ___________________________________________________________________
 FS0467* NAD 83(1986)-  35 58 25.     (N)    114 05 17.     (W)     SCALED    
 FS0467* NAVD 88     -       999.327  (meters)    3278.63   (feet)  POSTED    
 FS0467  ___________________________________________________________________
 FS0467  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0467  DYNAMIC HT  -         998.230 (meters)    3275.03  (feet)  COMP
 FS0467  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 FS0467
 FS0467  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0467
 FS0467.The horizontal coordinates were scaled from a topographic map and have
 FS0467.an estimated accuracy of +/- 6 seconds.
 FS0467
 FS0467.The orthometric height was determined by differential leveling
 FS0467.and adjusted by the  in 1992.
 FS0467.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0467.rate of 0.0 thru 1.0 mm/km.
 FS0467
 FS0467.The geoid height was determined by GEOID03.
 FS0467
 FS0467.The dynamic height is computed by dividing the NAVD 88
 FS0467.geopotential number by the normal gravity value computed on the
 FS0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0467.degrees latitude (g = 980.6199 gals.).
 FS0467
 FS0467.The modeled gravity was interpolated from observed gravity values.
 FS0467
 FS0467;                    North         East    Units  Estimated Accuracy
 FS0467;SPC AZ W     -   551,660.      182,870.      MT  (+/- 180 meters Scaled)
 FS0467
 FS0467                          SUPERSEDED SURVEY CONTROL
 FS0467
 FS0467  NGVD 29 (??/??/92)  998.592  (m)         3276.21   (f) ADJ UNCH    1 1
 FS0467
 FS0467.Superseded values are not recommended for survey control.
 FS0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0467.See file dsdata.txt to determine how the superseded data were derived.
 FS0467
 FS0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV625849(NAD 83)
 FS0467_MARKER: DB = BENCH MARK DISK
 FS0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0467_STAMPING: H 126 1935
 FS0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0467+STABILITY: SURFACE MOTION
 FS0467
 FS0467  HISTORY     - Date     Condition        Report By
 FS0467  HISTORY     - 1935     MONUMENTED       CGS
 FS0467  HISTORY     - 1950     GOOD             NGS
 FS0467  HISTORY     - 1986     GOOD             USPSQD
 FS0467
 FS0467                          STATION DESCRIPTION
 FS0467
 FS0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0467'13.5 MI S FROM PIERCES FERRY.
 FS0467'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0467'RANGER STATION AT PIERCES FERRY, THENCE 13.0 MILES SOUTH ALONG
 FS0467'AN OLD ABANDONED ROAD, ABOUT 0.3 MILE EAST OF THE PARK SERVICE
 FS0467'ROAD, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A DRY WASH,
 FS0467'15 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH
 FS0467'OF A WITNESS POST, 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 FS0467'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FS0467
 FS0467                          STATION RECOVERY (1986)
 FS0467
 FS0467'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0399 ***********************************************************************
 GR0399  DESIGNATION -  H 127
 GR0399  PID         -  GR0399
 GR0399  STATE/COUNTY-  AZ/MOHAVE
 GR0399  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0399
 GR0399                         *CURRENT SURVEY CONTROL
 GR0399  ___________________________________________________________________
 GR0399* NAD 83(1986)-  36 07 05.     (N)    114 01 02.     (W)     SCALED    
 GR0399* NAVD 88     -       445.866  (meters)    1462.81   (feet)  POSTED    
 GR0399  ___________________________________________________________________
 GR0399  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0399  DYNAMIC HT  -         445.420 (meters)    1461.35  (feet)  COMP
 GR0399  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 GR0399
 GR0399  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0399
 GR0399.The horizontal coordinates were scaled from a topographic map and have
 GR0399.an estimated accuracy of +/- 6 seconds.
 GR0399
 GR0399.The orthometric height was determined by differential leveling
 GR0399.and adjusted by the  in 1992.
 GR0399.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0399.rate of 0.0 thru 1.0 mm/km.
 GR0399
 GR0399.The geoid height was determined by GEOID03.
 GR0399
 GR0399.The dynamic height is computed by dividing the NAVD 88
 GR0399.geopotential number by the normal gravity value computed on the
 GR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0399.degrees latitude (g = 980.6199 gals.).
 GR0399
 GR0399.The modeled gravity was interpolated from observed gravity values.
 GR0399
 GR0399;                    North         East    Units  Estimated Accuracy
 GR0399;SPC AZ W     -   567,660.      189,300.      MT  (+/- 180 meters Scaled)
 GR0399
 GR0399                          SUPERSEDED SURVEY CONTROL
 GR0399
 GR0399  NGVD 29 (??/??/92)  445.182  (m)         1460.57   (f) ADJ UNCH    1 1
 GR0399
 GR0399.Superseded values are not recommended for survey control.
 GR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0399.See file dsdata.txt to determine how the superseded data were derived.
 GR0399
 GR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA684011(NAD 83)
 GR0399_MARKER: DB = BENCH MARK DISK
 GR0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0399_STAMPING: H 127 1935
 GR0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0399+STABILITY: SURFACE MOTION
 GR0399
 GR0399  HISTORY     - Date     Condition        Report By
 GR0399  HISTORY     - 1935     MONUMENTED       CGS
 GR0399  HISTORY     - 1950     GOOD             NGS
 GR0399
 GR0399                          STATION DESCRIPTION
 GR0399
 GR0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0399'0.8 MI W FROM PIERCES FERRY.
 GR0399'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0399'STATION AT PIERCES FERRY, THENCE 0.3 MILE SOUTHWEST ALONG AN OLD
 GR0399'ABANDONED ROAD, AT A POINT WHERE THE ROAD CROSSES A WASH AND ASCENDS A
 GR0399'STEEP GRADE TO THE SOUTH, 40 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GR0399'OF MAIN CHANNEL OF THE WASH, 14 FEET WEST OF THE CENTER LINE OF THE
 GR0399'ROAD, 2.3 FEET EAST OF A WITNESSS POST, AND SET IN THE TOP OF A
 GR0399'CONCRTETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0431 ***********************************************************************
 FS0431  DESIGNATION -  H 128
 FS0431  PID         -  FS0431
 FS0431  STATE/COUNTY-  AZ/MOHAVE
 FS0431  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0431
 FS0431                         *CURRENT SURVEY CONTROL
 FS0431  ___________________________________________________________________
 FS0431* NAD 83(1986)-  35 52 48.     (N)    114 10 16.     (W)     SCALED    
 FS0431* NAVD 88     -       755.011  (meters)    2477.07   (feet)  POSTED    
 FS0431  ___________________________________________________________________
 FS0431  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FS0431  DYNAMIC HT  -         754.200 (meters)    2474.40  (feet)  COMP
 FS0431  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 FS0431
 FS0431  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0431
 FS0431.The horizontal coordinates were scaled from a topographic map and have
 FS0431.an estimated accuracy of +/- 6 seconds.
 FS0431
 FS0431.The orthometric height was determined by differential leveling
 FS0431.and adjusted by the  in 1992.
 FS0431.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0431.rate of 0.0 thru 1.0 mm/km.
 FS0431
 FS0431.The geoid height was determined by GEOID03.
 FS0431
 FS0431.The dynamic height is computed by dividing the NAVD 88
 FS0431.geopotential number by the normal gravity value computed on the
 FS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0431.degrees latitude (g = 980.6199 gals.).
 FS0431
 FS0431.The modeled gravity was interpolated from observed gravity values.
 FS0431
 FS0431;                    North         East    Units  Estimated Accuracy
 FS0431;SPC AZ W     -   541,300.      175,340.      MT  (+/- 180 meters Scaled)
 FS0431
 FS0431                          SUPERSEDED SURVEY CONTROL
 FS0431
 FS0431  NGVD 29 (??/??/92)  754.305  (m)         2474.75   (f) ADJ UNCH    1 1
 FS0431
 FS0431.Superseded values are not recommended for survey control.
 FS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0431.See file dsdata.txt to determine how the superseded data were derived.
 FS0431
 FS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV553743(NAD 83)
 FS0431_MARKER: DB = BENCH MARK DISK
 FS0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0431_STAMPING: H 128 1935
 FS0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0431+STABILITY: SURFACE MOTION
 FS0431
 FS0431  HISTORY     - Date     Condition        Report By
 FS0431  HISTORY     - 1935     MONUMENTED       CGS
 FS0431  HISTORY     - 1950     GOOD             NGS
 FS0431  HISTORY     - 1960     MARK NOT FOUND   USGS
 FS0431  HISTORY     - 1987     GOOD             USPSQD
 FS0431
 FS0431                          STATION DESCRIPTION
 FS0431
 FS0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0431'11.1 MI S FROM MOUTH OF HUALPAI WASH.
 FS0431'11.1 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0431'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, 0.2 MILE NORTH OF
 FS0431'THE JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, ON A LOW
 FS0431'MESQUITE-COVERED SAND BAR IN HUALPAI WASH, 61 FEET EAST OF THE
 FS0431'APPROXIMATE CENTER OF THE MAIN CHANNEL OF THE WASH, 43 FEET
 FS0431'WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A
 FS0431'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 FS0431'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- IT
 FS0431'WAS FOUND AND SKETCHED ON PHOTO GS-VVB 8-27.
 FS0431
 FS0431                          STATION RECOVERY (1960)
 FS0431
 FS0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FS0431'MARK NOT FOUND.
 FS0431
 FS0431                          STATION RECOVERY (1987)
 FS0431
 FS0431'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0299 ***********************************************************************
 GR0299  DESIGNATION -  H 129
 GR0299  PID         -  GR0299
 GR0299  STATE/COUNTY-  AZ/MOHAVE
 GR0299  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0299
 GR0299                         *CURRENT SURVEY CONTROL
 GR0299  ___________________________________________________________________
 GR0299* NAD 83(1986)-  36 00 30.     (N)    114 07 45.     (W)     SCALED    
 GR0299* NAVD 88     -       375.465  (meters)    1231.84   (feet)  POSTED    
 GR0299  ___________________________________________________________________
 GR0299  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0299  DYNAMIC HT  -         375.090 (meters)    1230.61  (feet)  COMP
 GR0299  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 GR0299
 GR0299  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0299
 GR0299.The horizontal coordinates were scaled from a topographic map and have
 GR0299.an estimated accuracy of +/- 6 seconds.
 GR0299
 GR0299.The orthometric height was determined by differential leveling
 GR0299.and adjusted by the  in 1992.
 GR0299.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0299.rate of 0.0 thru 1.0 mm/km.
 GR0299
 GR0299.The geoid height was determined by GEOID03.
 GR0299
 GR0299.The dynamic height is computed by dividing the NAVD 88
 GR0299.geopotential number by the normal gravity value computed on the
 GR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0299.degrees latitude (g = 980.6199 gals.).
 GR0299
 GR0299.The modeled gravity was interpolated from observed gravity values.
 GR0299
 GR0299;                    North         East    Units  Estimated Accuracy
 GR0299;SPC AZ W     -   555,520.      179,180.      MT  (+/- 180 meters Scaled)
 GR0299
 GR0299                          SUPERSEDED SURVEY CONTROL
 GR0299
 GR0299  NGVD 29 (??/??/92)  374.841  (m)         1229.79   (f) ADJ UNCH    1 1
 GR0299
 GR0299.Superseded values are not recommended for survey control.
 GR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0299.See file dsdata.txt to determine how the superseded data were derived.
 GR0299
 GR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV587886(NAD 83)
 GR0299_MARKER: DB = BENCH MARK DISK
 GR0299_SETTING: 80 = SET IN A BOULDER
 GR0299_SP_SET: BOULDER
 GR0299_STAMPING: H 129 1935
 GR0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0299+STABILITY: SURFACE MOTION
 GR0299
 GR0299  HISTORY     - Date     Condition        Report By
 GR0299  HISTORY     - 1935     MONUMENTED       CGS
 GR0299  HISTORY     - 1964     GOOD             NGS
 GR0299  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0299
 GR0299                          STATION DESCRIPTION
 GR0299
 GR0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GR0299'0.75 MI S FROM MOUTH OF HUALPAI WASH.
 GR0299'0.75 MILE SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 GR0299'WASH, AT THE SOUTHERLY EDGE OF GREGG BASIN, LAKE MEAD, IN THE
 GR0299'APPROXIMATE CENTER OF WASH, IN THE TOP OF A BOULDER, 1 FT. BELOW BED
 GR0299'OF WASH, 24 FT. SOUTH OF THE WEST END OF A 25 FT. LONG AND 12 FT. HIGH
 GR0299'BOULDER, THE WHITE PAINTED LETTERS BM ARE ON THE SOUTH SIDE OF THE 25
 GR0299'FT BOULDER.
 GR0299
 GR0299                          STATION RECOVERY (1979)
 GR0299
 GR0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0041 ***********************************************************************
 GQ0041  DESIGNATION -  H 13
 GQ0041  PID         -  GQ0041
 GQ0041  STATE/COUNTY-  AZ/COCONINO
 GQ0041  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0041
 GQ0041                         *CURRENT SURVEY CONTROL
 GQ0041  ___________________________________________________________________
 GQ0041* NAD 83(1986)-  36 54 46.     (N)    112 25 21.     (W)     SCALED    
 GQ0041* NAVD 88     -      1483.052  (meters)    4865.65   (feet)  POSTED    
 GQ0041  ___________________________________________________________________
 GQ0041  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 GQ0041  DYNAMIC HT  -        1481.350 (meters)    4860.06  (feet)  COMP
 GQ0041  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 GQ0041
 GQ0041  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0041
 GQ0041.The horizontal coordinates were scaled from a topographic map and have
 GQ0041.an estimated accuracy of +/- 6 seconds.
 GQ0041
 GQ0041.The orthometric height was determined by differential leveling
 GQ0041.and adjusted by the  in 1992.
 GQ0041.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0041.rate of 0.0 thru 1.0 mm/km.
 GQ0041
 GQ0041.The geoid height was determined by GEOID03.
 GQ0041
 GQ0041.The dynamic height is computed by dividing the NAVD 88
 GQ0041.geopotential number by the normal gravity value computed on the
 GQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0041.degrees latitude (g = 980.6199 gals.).
 GQ0041
 GQ0041.The modeled gravity was interpolated from observed gravity values.
 GQ0041
 GQ0041;                    North         East    Units  Estimated Accuracy
 GQ0041;SPC AZ C     -   655,910.      168,290.      MT  (+/- 180 meters Scaled)
 GQ0041
 GQ0041                          SUPERSEDED SURVEY CONTROL
 GQ0041
 GQ0041  NGVD 29 (??/??/92) 1482.114  (m)         4862.57   (f) ADJ UNCH    1 2
 GQ0041
 GQ0041.Superseded values are not recommended for survey control.
 GQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0041.See file dsdata.txt to determine how the superseded data were derived.
 GQ0041
 GQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF732861(NAD 83)
 GQ0041_MARKER: DD = SURVEY DISK
 GQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0041_STAMPING: H 13 1934
 GQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0041+STABILITY: SURFACE MOTION
 GQ0041
 GQ0041  HISTORY     - Date     Condition        Report By
 GQ0041  HISTORY     - 1934     MONUMENTED       USGS
 GQ0041  HISTORY     - 1934     GOOD             NGS
 GQ0041
 GQ0041                          STATION DESCRIPTION
 GQ0041
 GQ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0041'6.7 MI E FROM FREDONIA.
 GQ0041'6.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM FREDONIA, COCONINO COUNTY,
 GQ0041'60 FEET NORTHWEST OF THE INTERSECTION OF A SIDE ROAD, 50 FEET NORTH OF
 GQ0041'THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF A TELEPHONE POLE, AND
 GQ0041'IN LINE WITH THE ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY
 GQ0041'STANDARD DISK, STAMPED H 13 1934 AND SET IN THE TOP OF A CONCRETE
 GQ0041'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0122 ***********************************************************************
 GQ0122  DESIGNATION -  H 130
 GQ0122  PID         -  GQ0122
 GQ0122  STATE/COUNTY-  AZ/MOHAVE
 GQ0122  USGS QUAD   -  GYP HILLS (1971)
 GQ0122
 GQ0122                         *CURRENT SURVEY CONTROL
 GQ0122  ___________________________________________________________________
 GQ0122* NAD 83(1986)-  36 19 19.     (N)    113 55 43.     (W)     SCALED    
 GQ0122* NAVD 88     -       646.989  (meters)    2122.66   (feet)  POSTED    
 GQ0122  ___________________________________________________________________
 GQ0122  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GQ0122  DYNAMIC HT  -         646.310 (meters)    2120.44  (feet)  COMP
 GQ0122  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 GQ0122
 GQ0122  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0122
 GQ0122.The horizontal coordinates were scaled from a topographic map and have
 GQ0122.an estimated accuracy of +/- 6 seconds.
 GQ0122
 GQ0122.The orthometric height was determined by differential leveling
 GQ0122.and adjusted by the  in 1992.
 GQ0122.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0122.rate of 0.0 thru 1.0 mm/km.
 GQ0122
 GQ0122.The geoid height was determined by GEOID03.
 GQ0122
 GQ0122.The dynamic height is computed by dividing the NAVD 88
 GQ0122.geopotential number by the normal gravity value computed on the
 GQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0122.degrees latitude (g = 980.6199 gals.).
 GQ0122
 GQ0122.The modeled gravity was interpolated from observed gravity values.
 GQ0122
 GQ0122;                    North         East    Units  Estimated Accuracy
 GQ0122;SPC AZ W     -   590,270.      197,320.      MT  (+/- 180 meters Scaled)
 GQ0122
 GQ0122                          SUPERSEDED SURVEY CONTROL
 GQ0122
 GQ0122  NGVD 29 (??/??/92)  646.279  (m)         2120.33   (f) ADJ UNCH    1 1
 GQ0122
 GQ0122.Superseded values are not recommended for survey control.
 GQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0122.See file dsdata.txt to determine how the superseded data were derived.
 GQ0122
 GQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF370236(NAD 83)
 GQ0122_MARKER: DB = BENCH MARK DISK
 GQ0122_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0122_SP_SET: OUTCROP
 GQ0122_STAMPING: H 130 1935
 GQ0122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0122+STABILITY: POSITION/ELEVATION WELL
 GQ0122
 GQ0122  HISTORY     - Date     Condition        Report By
 GQ0122  HISTORY     - 1935     MONUMENTED       CGS
 GQ0122  HISTORY     - 1950     GOOD             NGS
 GQ0122
 GQ0122                          STATION DESCRIPTION
 GQ0122
 GQ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0122'46.4 MI SE FROM RIVERSIDE, NV.
 GQ0122'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0122'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0122'THENCE 6.7 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0122'FERRY ROAD, 0.4 MILE NORTH OF THE JUNCTION OF A TRACK ROAD LEADING
 GQ0122'NORTHEAST OF WOLF HOLE, ON THE NORTHWEST SLOPE OF THE SOUTHEAST BANK
 GQ0122'OF A SMALL WASH, IN THE TOP OF AN OUTCROP, 18 FEET EAST OF THE CENTER
 GQ0122'LINE OF THE ROAD, 12 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WASH,
 GQ0122'3 FEET NORTH OF A CAIRN, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0323 ***********************************************************************
 ET0323  DESIGNATION -  H 131
 ET0323  PID         -  ET0323
 ET0323  STATE/COUNTY-  AZ/YAVAPAI
 ET0323  USGS QUAD   -  ESTLER PEAK (1974)
 ET0323
 ET0323                         *CURRENT SURVEY CONTROL
 ET0323  ___________________________________________________________________
 ET0323* NAD 83(1986)-  34 26 12.     (N)    112 04 55.     (W)     SCALED    
 ET0323* NAVD 88     -      1232.05   (+/-2cm)    4042.2    (feet)  VERTCON   
 ET0323  ___________________________________________________________________
 ET0323  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0323
 ET0323.The horizontal coordinates were scaled from a topographic map and have
 ET0323.an estimated accuracy of +/- 6 seconds.
 ET0323
 ET0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0323.The vertical order pertains to the NGVD 29 superseded value.
 ET0323
 ET0323.The geoid height was determined by GEOID03.
 ET0323
 ET0323;                    North         East    Units  Estimated Accuracy
 ET0323;SPC AZ C     -   381,100.      198,170.      MT  (+/- 180 meters Scaled)
 ET0323
 ET0323                          SUPERSEDED SURVEY CONTROL
 ET0323
 ET0323  NGVD 29 (??/??/92) 1231.324  (m)         4039.77   (f) ADJ UNCH    2 0
 ET0323
 ET0323.Superseded values are not recommended for survey control.
 ET0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0323.See file dsdata.txt to determine how the superseded data were derived.
 ET0323
 ET0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD005111(NAD 83)
 ET0323_MARKER: DB = BENCH MARK DISK
 ET0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0323_STAMPING: H 131 1935
 ET0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0323+STABILITY: SURFACE MOTION
 ET0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0323+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2008
 ET0323
 ET0323  HISTORY     - Date     Condition        Report By
 ET0323  HISTORY     - 1935     MONUMENTED       CGS
 ET0323  HISTORY     - 20080920 GOOD             GEOCAC
 ET0323
 ET0323                          STATION DESCRIPTION
 ET0323
 ET0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0323'7.7 MI W FROM DUGAS.
 ET0323'7.7 MILES WEST ALONG A ROAD FROM DUGAS, YAVAPAI COUNTY, THENCE 2.2
 ET0323'MILES NORTHWEST ALONG THE DEWEY ROAD, 0.4 MILE NORTHWEST OF THE
 ET0323'JUNCTION OF A ROAD LEADING TO THE QUARTER CIRCLE V BAR RANCH, AND 45
 ET0323'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 ET0323'STAMPED H 131 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ET0323
 ET0323                          STATION RECOVERY (2008)
 ET0323
 ET0323'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0356 ***********************************************************************
 ES0356  DESIGNATION -  H 132
 ES0356  PID         -  ES0356
 ES0356  STATE/COUNTY-  AZ/YAVAPAI
 ES0356  USGS QUAD   -  DUGAS (1967)
 ES0356
 ES0356                         *CURRENT SURVEY CONTROL
 ES0356  ___________________________________________________________________
 ES0356* NAD 83(1986)-  34 21 13.     (N)    111 57 21.     (W)     SCALED    
 ES0356* NAVD 88     -      1313.97   (+/-2cm)    4310.9    (feet)  VERTCON   
 ES0356  ___________________________________________________________________
 ES0356  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ES0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0356
 ES0356.The horizontal coordinates were scaled from a topographic map and have
 ES0356.an estimated accuracy of +/- 6 seconds.
 ES0356
 ES0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0356.The vertical order pertains to the NGVD 29 superseded value.
 ES0356
 ES0356.The geoid height was determined by GEOID03.
 ES0356
 ES0356;                    North         East    Units  Estimated Accuracy
 ES0356;SPC AZ C     -   371,880.      209,760.      MT  (+/- 180 meters Scaled)
 ES0356
 ES0356                          SUPERSEDED SURVEY CONTROL
 ES0356
 ES0356  NGVD 29 (??/??/92) 1313.248  (m)         4308.55   (f) ADJ UNCH    2 0
 ES0356
 ES0356.Superseded values are not recommended for survey control.
 ES0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0356.See file dsdata.txt to determine how the superseded data were derived.
 ES0356
 ES0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD120017(NAD 83)
 ES0356_MARKER: DB = BENCH MARK DISK
 ES0356_SETTING: 66 = SET IN ROCK OUTCROP
 ES0356_SP_SET: ROCK OUTCROP
 ES0356_STAMPING: H 132 1935
 ES0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0356+STABILITY: POSITION/ELEVATION WELL
 ES0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0356+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0356
 ES0356  HISTORY     - Date     Condition        Report By
 ES0356  HISTORY     - 1935     MONUMENTED       CGS
 ES0356  HISTORY     - 1952     GOOD             NGS
 ES0356  HISTORY     - 20080816 GOOD             GEOCAC
 ES0356  HISTORY     - 20080925 GOOD             GEOCAC
 ES0356
 ES0356                          STATION DESCRIPTION
 ES0356
 ES0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0356'1.7 MI E FROM DUGAS RANCH.
 ES0356'1.7 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.1 MILE EAST
 ES0356'OF THE SOUTHEAST CORNER OF A LARGE CORRAL, ON THE NORTH SLOPE OF A
 ES0356'ROCK COVERED HILL, AT A GROUP OF ROCK OUTCROPS, ON THE TOP OF AND AT
 ES0356'THE SOUTH EDGE OF A 10-FOOT BY 6-FOOT ROCK OUTCROP PROJECTING 2 FEET
 ES0356'ABOVE THE GROUND, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND 47 FEET NORTH
 ES0356'OF THE CENTER LINE OF THE ROAD.
 ES0356
 ES0356                          STATION RECOVERY (2008)
 ES0356
 ES0356'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0356'GPSR COORDINATES (NAD 83) N34 21.225 W111 57.361
 ES0356'4,312 FT ASL
 ES0356' 
 ES0356
 ES0356                          STATION RECOVERY (2008)
 ES0356
 ES0356'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0356'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0356'34 21.226' W 111
 ES0356'57.361'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0404 ***********************************************************************
 ES0404  DESIGNATION -  H 133
 ES0404  PID         -  ES0404
 ES0404  STATE/COUNTY-  AZ/YAVAPAI
 ES0404  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0404
 ES0404                         *CURRENT SURVEY CONTROL
 ES0404  ___________________________________________________________________
 ES0404* NAD 83(1986)-  34 10 42.     (N)    111 59 36.     (W)     SCALED    
 ES0404* NAVD 88     -      1222.97   (+/-2cm)    4012.4    (feet)  VERTCON   
 ES0404  ___________________________________________________________________
 ES0404  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 ES0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0404
 ES0404.The horizontal coordinates were scaled from a topographic map and have
 ES0404.an estimated accuracy of +/- 6 seconds.
 ES0404
 ES0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0404.The vertical order pertains to the NGVD 29 superseded value.
 ES0404
 ES0404.The geoid height was determined by GEOID03.
 ES0404
 ES0404;                    North         East    Units  Estimated Accuracy
 ES0404;SPC AZ C     -   352,440.      206,290.      MT  (+/- 180 meters Scaled)
 ES0404
 ES0404                          SUPERSEDED SURVEY CONTROL
 ES0404
 ES0404  NGVD 29 (??/??/92) 1222.298  (m)         4010.16   (f) ADJ UNCH    2 0
 ES0404
 ES0404.Superseded values are not recommended for survey control.
 ES0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0404.See file dsdata.txt to determine how the superseded data were derived.
 ES0404
 ES0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC084823(NAD 83)
 ES0404_MARKER: DB = BENCH MARK DISK
 ES0404_SETTING: 66 = SET IN ROCK OUTCROP
 ES0404_SP_SET: ROCK OUTCROP
 ES0404_STAMPING: H 133 1935
 ES0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0404+STABILITY: POSITION/ELEVATION WELL
 ES0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0404+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2007
 ES0404
 ES0404  HISTORY     - Date     Condition        Report By
 ES0404  HISTORY     - 1935     MONUMENTED       CGS
 ES0404  HISTORY     - 1952     GOOD             NGS
 ES0404  HISTORY     - 20071124 GOOD             GEOCAC
 ES0404
 ES0404                          STATION DESCRIPTION
 ES0404
 ES0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0404'18.4 MI SE FROM CORDES.
 ES0404'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ES0404'STORE AT CORDES, THENCE 3.5 MILES SOUTH ALONG A TRACK ROAD, IN A
 ES0404'4-FOOT BY 10-FOOT BROWN ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE
 ES0404'GROUND, 0.3 MILE NORTH OF A SMALL WASH CROSSING THE ROAD, 70 YARDS
 ES0404'EAST OF THE SOUTHEAST CORNER OF A LARGE CORRAL, 119 FEET WEST OF THE
 ES0404'CENTER LINE OF AND ABOUT 3 FEET HIGHER THAN THE ROAD, AND 3.6 FEET
 ES0404'SOUTH OF THE NORTH ONE OF 3 JUNIPER BUSHES FORMING A TRIANGLE.
 ES0404
 ES0404                          STATION RECOVERY (2007)
 ES0404
 ES0404'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ES0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0597 ***********************************************************************
 GR0597  DESIGNATION -  H 134
 GR0597  PID         -  GR0597
 GR0597  STATE/COUNTY-  AZ/MOHAVE
 GR0597  USGS QUAD   -  HOOVER DAM (1997)
 GR0597
 GR0597                         *CURRENT SURVEY CONTROL
 GR0597  ___________________________________________________________________
 GR0597* NAD 83(1986)-  36 00 50.     (N)    114 43 55.     (W)     SCALED    
 GR0597* NAVD 88     -       441.801  (meters)    1449.48   (feet)  ADJUSTED  
 GR0597  ___________________________________________________________________
 GR0597  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR0597  DYNAMIC HT  -         441.367 (meters)    1448.05  (feet)  COMP
 GR0597  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 GR0597
 GR0597  VERT ORDER  -  FIRST     CLASS I
 GR0597
 GR0597.The horizontal coordinates were scaled from a topographic map and have
 GR0597.an estimated accuracy of +/- 6 seconds.
 GR0597
 GR0597.The orthometric height was determined by differential leveling
 GR0597.and adjusted in June 1991.
 GR0597
 GR0597.The geoid height was determined by GEOID03.
 GR0597
 GR0597.The dynamic height is computed by dividing the NAVD 88
 GR0597.geopotential number by the normal gravity value computed on the
 GR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0597.degrees latitude (g = 980.6199 gals.).
 GR0597
 GR0597.The modeled gravity was interpolated from observed gravity values.
 GR0597
 GR0597;                    North         East    Units  Estimated Accuracy
 GR0597;SPC AZ W     -   556,520.      124,840.      MT  (+/- 180 meters Scaled)
 GR0597
 GR0597                          SUPERSEDED SURVEY CONTROL
 GR0597
 GR0597  NGVD 29 (??/??/92)  441.103  (m)         1447.19   (f) ADJ UNCH    1 1
 GR0597
 GR0597.Superseded values are not recommended for survey control.
 GR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0597.See file dsdata.txt to determine how the superseded data were derived.
 GR0597
 GR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV043878(NAD 83)
 GR0597_MARKER: DB = BENCH MARK DISK
 GR0597_SETTING: 66 = SET IN ROCK OUTCROP
 GR0597_SP_SET: FLAT OUTCROP
 GR0597_STAMPING: H 134 1935
 GR0597_MARK LOGO: CGS   
 GR0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0597+STABILITY: POSITION/ELEVATION WELL
 GR0597
 GR0597  HISTORY     - Date     Condition        Report By
 GR0597  HISTORY     - 1935     MONUMENTED       CGS
 GR0597  HISTORY     - 1950     GOOD             NGS
 GR0597  HISTORY     - 1963     GOOD             NGS
 GR0597  HISTORY     - 1981     GOOD             NGS
 GR0597  HISTORY     - 1990     GOOD             USPSQD
 GR0597
 GR0597                          STATION DESCRIPTION
 GR0597
 GR0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0597'0.9 MI E FROM HOOVER DAM.
 GR0597'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0597'OF HOOVER DAM, ON THE TOP OF THE FIRST SUMMIT EAST OF THE DAM, ABOUT
 GR0597'55 YARDS NORTHEAST OF A STEEL GATE ACROSS THE HIGHWAY, AT THE T
 GR0597'JUNCTION OF A TRACK ROAD LEADING NORTH, IN THE TOP OF A LARGE FLAT
 GR0597'OUTCROP, 157.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 GR0597'WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A CAIRN, AND
 GR0597'ABOUT LEVEL WITH THE ROAD.
 GR0597
 GR0597                          STATION RECOVERY (1963)
 GR0597
 GR0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0597'RECOVERED IN GOOD CONDITION.
 GR0597
 GR0597                          STATION RECOVERY (1981)
 GR0597
 GR0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0597'RECOVERED IN GOOD CONDITION.
 GR0597
 GR0597                          STATION RECOVERY (1990)
 GR0597
 GR0597'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0081 ***********************************************************************
 FS0081  DESIGNATION -  H 135
 FS0081  PID         -  FS0081
 FS0081  STATE/COUNTY-  AZ/MOHAVE
 FS0081  USGS QUAD   -  MOUNT WILSON (1989)
 FS0081
 FS0081                         *CURRENT SURVEY CONTROL
 FS0081  ___________________________________________________________________
 FS0081* NAD 83(1986)-  35 53 45.     (N)    114 36 41.     (W)     SCALED    
 FS0081* NAVD 88     -       686.632  (meters)    2252.73   (feet)  POSTED    
 FS0081  ___________________________________________________________________
 FS0081  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0081  DYNAMIC HT  -         685.930 (meters)    2250.42  (feet)  COMP
 FS0081  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 FS0081
 FS0081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0081
 FS0081.The horizontal coordinates were scaled from a topographic map and have
 FS0081.an estimated accuracy of +/- 6 seconds.
 FS0081
 FS0081.The orthometric height was determined by differential leveling
 FS0081.and adjusted by the  in 1992.
 FS0081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0081.rate of 0.0 thru 1.0 mm/km.
 FS0081
 FS0081.The geoid height was determined by GEOID03.
 FS0081
 FS0081.The dynamic height is computed by dividing the NAVD 88
 FS0081.geopotential number by the normal gravity value computed on the
 FS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0081.degrees latitude (g = 980.6199 gals.).
 FS0081
 FS0081.The modeled gravity was interpolated from observed gravity values.
 FS0081
 FS0081;                    North         East    Units  Estimated Accuracy
 FS0081;SPC AZ W     -   543,320.      135,600.      MT  (+/- 180 meters Scaled)
 FS0081
 FS0081                          SUPERSEDED SURVEY CONTROL
 FS0081
 FS0081  NGVD 29 (??/??/92)  685.929  (m)         2250.42   (f) ADJ UNCH    1 1
 FS0081
 FS0081.Superseded values are not recommended for survey control.
 FS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0081.See file dsdata.txt to determine how the superseded data were derived.
 FS0081
 FS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV155750(NAD 83)
 FS0081_MARKER: DB = BENCH MARK DISK
 FS0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0081_STAMPING: H 135 1935
 FS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0081+STABILITY: SURFACE MOTION
 FS0081
 FS0081  HISTORY     - Date     Condition        Report By
 FS0081  HISTORY     - 1935     MONUMENTED       CGS
 FS0081  HISTORY     - 1950     GOOD             NGS
 FS0081  HISTORY     - 1963     GOOD             NGS
 FS0081  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0081  HISTORY     - 19870519 GOOD             USPSQD
 FS0081
 FS0081                          STATION DESCRIPTION
 FS0081
 FS0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0081'12.2 MI SE FROM HOOVER DAM.
 FS0081'12.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0081'(ARIZONA) END OF HOOVER DAM, 0.2 MILE SOUTHEAST OF MILEPOST 12,
 FS0081'AT THE SOUTHEAST END OF A CUT, 54 1/2 FEET WEST OF THE NORTHWEST
 FS0081'END OF A GUARD RAIL, 40.6 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0081'THE HIGHWAY, ABOUT 6 FEET LOWER THAN THE HIGHWAY, 2.1 FEET
 FS0081'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FS0081'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0081
 FS0081                          STATION RECOVERY (1963)
 FS0081
 FS0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0081'RECOVERED IN GOOD CONDITION.
 FS0081
 FS0081                          STATION RECOVERY (1981)
 FS0081
 FS0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0081'NOT RECOVERED.
 FS0081
 FS0081                          STATION RECOVERY (1987)
 FS0081
 FS0081'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0256 ***********************************************************************
 DT0256  DESIGNATION -  H 136
 DT0256  PID         -  DT0256
 DT0256  STATE/COUNTY-  AZ/APACHE
 DT0256  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0256
 DT0256                         *CURRENT SURVEY CONTROL
 DT0256  ___________________________________________________________________
 DT0256* NAD 83(1986)-  33 52 39.     (N)    109 29 31.     (W)     SCALED    
 DT0256* NAVD 88     -      2813.854  (meters)    9231.79   (feet)  ADJUSTED  
 DT0256  ___________________________________________________________________
 DT0256  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DT0256  DYNAMIC HT  -        2809.104 (meters)    9216.20  (feet)  COMP
 DT0256  MODELED GRAV-     978,845.2   (mgal)                       NAVD 88
 DT0256
 DT0256  VERT ORDER  -  SECOND    CLASS 0
 DT0256
 DT0256.The horizontal coordinates were scaled from a topographic map and have
 DT0256.an estimated accuracy of +/- 6 seconds.
 DT0256
 DT0256.The orthometric height was determined by differential leveling
 DT0256.and adjusted in June 1991.
 DT0256
 DT0256.The geoid height was determined by GEOID03.
 DT0256
 DT0256.The dynamic height is computed by dividing the NAVD 88
 DT0256.geopotential number by the normal gravity value computed on the
 DT0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0256.degrees latitude (g = 980.6199 gals.).
 DT0256
 DT0256.The modeled gravity was interpolated from observed gravity values.
 DT0256
 DT0256;                    North         East    Units  Estimated Accuracy
 DT0256;SPC AZ E     -   319,270.      275,780.      MT  (+/- 180 meters Scaled)
 DT0256
 DT0256                          SUPERSEDED SURVEY CONTROL
 DT0256
 DT0256  NGVD 29 (??/??/92) 2812.604  (m)         9227.68   (f) ADJ UNCH    2 0
 DT0256
 DT0256.Superseded values are not recommended for survey control.
 DT0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0256.See file dsdata.txt to determine how the superseded data were derived.
 DT0256
 DT0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC394495(NAD 83)
 DT0256_MARKER: DB = BENCH MARK DISK
 DT0256_SETTING: 66 = SET IN ROCK OUTCROP
 DT0256_SP_SET: ROCK OUTCROP
 DT0256_STAMPING: H-138 1935
 DT0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0256+STABILITY: POSITION/ELEVATION WELL
 DT0256
 DT0256  HISTORY     - Date     Condition        Report By
 DT0256  HISTORY     - 1935     MONUMENTED       CGS
 DT0256
 DT0256                          STATION DESCRIPTION
 DT0256
 DT0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0256'2.0 MI SW FROM THOMPSON RANCH.
 DT0256'2.0 MI SW ALONG ROAD TO RESERVATION RANCH (3.0 MI NE OF RESERVATION
 DT0256'RANCH) ON THE ROAD TO RESERVATION RANCH, ABOUT 24 FT W OF THE
 DT0256'CENTERLINE OF THE ROAD, 18 FT NE OF A 36 IN. PINE TREE, 15 FT SE OF A
 DT0256'DEAD PINE TREE WHICH HAS FALLEN TO THE EASTWARD, AND SET ABOUT 4 FT
 DT0256'ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0286 ***********************************************************************
 DT0286  DESIGNATION -  H 137
 DT0286  PID         -  DT0286
 DT0286  STATE/COUNTY-  AZ/APACHE
 DT0286  USGS QUAD   -  LUNA LAKE (1991)
 DT0286
 DT0286                         *CURRENT SURVEY CONTROL
 DT0286  ___________________________________________________________________
 DT0286* NAD 83(1986)-  33 50 39.     (N)    109 06 43.     (W)     SCALED    
 DT0286* NAVD 88     -      2466.440  (meters)    8091.98   (feet)  ADJUSTED  
 DT0286  ___________________________________________________________________
 DT0286  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DT0286  DYNAMIC HT  -        2462.413 (meters)    8078.77  (feet)  COMP
 DT0286  MODELED GRAV-     978,914.0   (mgal)                       NAVD 88
 DT0286
 DT0286  VERT ORDER  -  SECOND    CLASS 0
 DT0286
 DT0286.The horizontal coordinates were scaled from a topographic map and have
 DT0286.an estimated accuracy of +/- 6 seconds.
 DT0286
 DT0286.The orthometric height was determined by differential leveling
 DT0286.and adjusted in June 1991.
 DT0286
 DT0286.The geoid height was determined by GEOID03.
 DT0286
 DT0286.The dynamic height is computed by dividing the NAVD 88
 DT0286.geopotential number by the normal gravity value computed on the
 DT0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0286.degrees latitude (g = 980.6199 gals.).
 DT0286
 DT0286.The modeled gravity was interpolated from observed gravity values.
 DT0286
 DT0286;                    North         East    Units  Estimated Accuracy
 DT0286;SPC AZ E     -   315,870.      310,970.      MT  (+/- 180 meters Scaled)
 DT0286
 DT0286                          SUPERSEDED SURVEY CONTROL
 DT0286
 DT0286  NGVD 29 (??/??/92) 2465.386  (m)         8088.52   (f) ADJ UNCH    2 0
 DT0286
 DT0286.Superseded values are not recommended for survey control.
 DT0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0286.See file dsdata.txt to determine how the superseded data were derived.
 DT0286
 DT0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC746464(NAD 83)
 DT0286_MARKER: DB = BENCH MARK DISK
 DT0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0286_STAMPING: H-137 1935
 DT0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0286+STABILITY: SURFACE MOTION
 DT0286
 DT0286  HISTORY     - Date     Condition        Report By
 DT0286  HISTORY     - 1935     MONUMENTED       CGS
 DT0286  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0286  HISTORY     - 19891002 GOOD             USPSQD
 DT0286
 DT0286                          STATION DESCRIPTION
 DT0286
 DT0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0286'2.8 MI SE FROM ALPINE.
 DT0286'2.8 MI S. AND E. ALONG STATE HWY NO.81  AND STONE CREEK ROAD.  ON
 DT0286'STONE CREEK ROAD, ABOUT 0.9 MI E OF THE JUNCTION WITH STATE HWY NO.11,
 DT0286'ABOUT 200 YDS NE. OF A BRIDGE, ABOUT 36 FEET W OF A 36 INCH PINE TREE,
 DT0286'AND 36 FEET NW. OF THE CENTERLINE OF THE ROAD.
 DT0286
 DT0286                          STATION RECOVERY (1980)
 DT0286
 DT0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0286'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 DT0286
 DT0286                          STATION RECOVERY (1989)
 DT0286
 DT0286'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0536 ***********************************************************************
 CY0536  DESIGNATION -  H 14
 CY0536  PID         -  CY0536
 CY0536  STATE/COUNTY-  AZ/GRAHAM
 CY0536  USGS QUAD   -  TANQUE (1966)
 CY0536
 CY0536                         *CURRENT SURVEY CONTROL
 CY0536  ___________________________________________________________________
 CY0536* NAD 83(1986)-  32 30 43.     (N)    109 31 54.     (W)     SCALED    
 CY0536* NAVD 88     -      1073.61   (+/-2cm)    3522.3    (feet)  VERTCON   
 CY0536  ___________________________________________________________________
 CY0536  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0536  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0536
 CY0536.The horizontal coordinates were scaled from a topographic map and have
 CY0536.an estimated accuracy of +/- 6 seconds.
 CY0536
 CY0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0536.The vertical order pertains to the NGVD 29 superseded value.
 CY0536
 CY0536.The geoid height was determined by GEOID03.
 CY0536
 CY0536;                    North         East    Units  Estimated Accuracy
 CY0536;SPC AZ E     -   167,810.      273,020.      MT  (+/- 180 meters Scaled)
 CY0536
 CY0536                          SUPERSEDED SURVEY CONTROL
 CY0536
 CY0536  NGVD 29 (??/??/92) 1072.901  (m)         3520.01   (f) ADJ UNCH    1 2
 CY0536
 CY0536.Superseded values are not recommended for survey control.
 CY0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0536.See file dsdata.txt to determine how the superseded data were derived.
 CY0536
 CY0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA379981(NAD 83)
 CY0536_MARKER: DB = BENCH MARK DISK
 CY0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0536_STAMPING: 3520.009 H 14 1932
 CY0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0536+STABILITY: SURFACE MOTION
 CY0536
 CY0536  HISTORY     - Date     Condition        Report By
 CY0536  HISTORY     - 1932     MONUMENTED       CGS
 CY0536  HISTORY     - 1971     GOOD             NGS
 CY0536
 CY0536                          STATION DESCRIPTION
 CY0536
 CY0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0536'6.6 MI S FROM TANQUE.
 CY0536'ON SOUTHERN PACIFIC RAILROAD, 3 1/2 MILES NORTH OF ESCALA SIDING, 110
 CY0536'FEET EAST OF MILEPOST 1111, 75 FEET EAST OF RAILROAD CENTER LINE.
 CY0536
 CY0536                          STATION RECOVERY (1971)
 CY0536
 CY0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CY0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0522 ***********************************************************************
 CZ0522  DESIGNATION -  H 140
 CZ0522  PID         -  CZ0522
 CZ0522  STATE/COUNTY-  AZ/PIMA
 CZ0522  USGS QUAD   -  RUELAS CANYON (1992)
 CZ0522
 CZ0522                         *CURRENT SURVEY CONTROL
 CZ0522  ___________________________________________________________________
 CZ0522* NAD 83(2007)-  32 23 45.85470(N)    111 07 24.30782(W)     ADJUSTED  
 CZ0522* NAVD 88     -       637.019  (meters)    2089.95   (feet)  ADJUSTED  
 CZ0522  ___________________________________________________________________
 CZ0522  EPOCH DATE  -        2007.00
 CZ0522  X           -  -1,942,859.111 (meters)                     COMP
 CZ0522  Y           -  -5,028,916.009 (meters)                     COMP
 CZ0522  Z           -   3,397,922.873 (meters)                     COMP
 CZ0522  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 CZ0522  ELLIP HEIGHT-         607.670 (meters)          (02/10/07) ADJUSTED
 CZ0522  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0522  DYNAMIC HT  -         636.170 (meters)    2087.17  (feet)  COMP
 CZ0522
 CZ0522  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0522  Type    PID    Designation                      North   East  Ellip
 CZ0522  -------------------------------------------------------------------
 CZ0522  NETWORK CZ0522 H 140                             0.59   1.31   3.31
 CZ0522  -------------------------------------------------------------------
 CZ0522  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 CZ0522
 CZ0522  VERT ORDER  -  FIRST     CLASS II
 CZ0522
 CZ0522.The horizontal coordinates were established by GPS observations
 CZ0522.and adjusted by the National Geodetic Survey in February 2007.
 CZ0522
 CZ0522.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0522.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0522.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0522.The epoch date for horizontal control is a decimal equivalence
 CZ0522.of Year/Month/Day.
 CZ0522
 CZ0522.The orthometric height was determined by differential leveling
 CZ0522.and adjusted in June 1991.
 CZ0522
 CZ0522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0522
 CZ0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0522
 CZ0522.The ellipsoidal height was determined by GPS observations
 CZ0522.and is referenced to NAD 83.
 CZ0522
 CZ0522.The geoid height was determined by GEOID03.
 CZ0522
 CZ0522.The dynamic height is computed by dividing the NAVD 88
 CZ0522.geopotential number by the normal gravity value computed on the
 CZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0522.degrees latitude (g = 980.6199 gals.).
 CZ0522
 CZ0522.The modeled gravity was interpolated from observed gravity values.
 CZ0522
 CZ0522;                    North         East     Units Scale Factor Converg.
 CZ0522;SPC AZ C     -   155,059.812   287,986.033   MT  0.99996865   +0 25 30.1
 CZ0522;SPC AZ C     -   508,726.42    944,836.07   iFT  0.99996865   +0 25 30.1
 CZ0522;UTM  12      - 3,584,345.220   488,392.818   MT  0.99960166   -0 03 58.0
 CZ0522
 CZ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0522!SPC AZ C     -   0.99990460  x   0.99996865  =   0.99987325
 CZ0522!UTM  12      -   0.99990460  x   0.99960166  =   0.99950630
 CZ0522
 CZ0522                          SUPERSEDED SURVEY CONTROL
 CZ0522
 CZ0522  ELLIP H (06/11/02)  607.702  (m)                       GP(       ) 4 2
 CZ0522  NAD 83(1992)-  32 23 45.85335(N)    111 07 24.30621(W) AD(       ) 1
 CZ0522  ELLIP H (08/23/93)  607.772  (m)                       GP(       ) 4 2
 CZ0522  NAD 83(1986)-  32 23 45.84851(N)    111 07 24.30597(W) AD(       ) 1
 CZ0522  NGVD 29 (??/??/92)  636.392  (m)         2087.90   (f) ADJ UNCH    1 2
 CZ0522
 CZ0522.Superseded values are not recommended for survey control.
 CZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0522.See file dsdata.txt to determine how the superseded data were derived.
 CZ0522
 CZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8839384345(NAD 83)
 CZ0522_MARKER: DB = BENCH MARK DISK
 CZ0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0522_SP_SET: CULVERT
 CZ0522_STAMPING: H 140 1935
 CZ0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0522+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0522
 CZ0522  HISTORY     - Date     Condition        Report By
 CZ0522  HISTORY     - 1935     MONUMENTED       CGS
 CZ0522  HISTORY     - 1951     GOOD             NGS
 CZ0522  HISTORY     - 1960     GOOD             NGS
 CZ0522  HISTORY     - 1980     GOOD             NGS
 CZ0522  HISTORY     - 1987     GOOD             NGS
 CZ0522  HISTORY     - 19970309 GOOD             USPSQD
 CZ0522  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0522
 CZ0522                          STATION DESCRIPTION
 CZ0522
 CZ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0522'2.0 MI SE FROM RILLITO.
 CZ0522'2.0 MILES SOUTHEAST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0522'PACIFIC RAILROAD FROM THE RAILROAD STATION AT RILLITO, 0.1 MILE
 CZ0522'SOUTHEAST OF A GRAVEL ROAD HEADING NORTHEAST ACROSS THE RAILROAD
 CZ0522'TRACKS, AT RAILROAD MILEAGE 968.75, IN TOP OF THE NORTHEAST HEADWALL
 CZ0522'OF A DOUBLE BOX-TYPE CONCRETE HIGHWAY CULVERT, 46.5 FEET WEST OF
 CZ0522'TELEGRAPH POLE E 328, 15 1/2 FEET NORTHEAST OF THE HIGHWAY CENTERLINE,
 CZ0522'AND 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 CZ0522
 CZ0522                          STATION RECOVERY (1960)
 CZ0522
 CZ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0522'RECOVERED IN GOOD CONDITION.
 CZ0522
 CZ0522                          STATION RECOVERY (1980)
 CZ0522
 CZ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0522'24.4 KILOMETERS (15.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0522'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0522'SOUTHEAST OF THE CROSSING OF A GRAVEL ROAD, AT RAILROAD MILEAGE
 CZ0522'968.75, SET IN TOP OF THE NORTHEAST HEADWALL OF A BOX CULVERT UNDER
 CZ0522'THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 37.5 METERS (123 FEET)
 CZ0522'SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16 FEET) NORTHEAST OF
 CZ0522'THE CENTERLINE OF THE ROAD AND 0.2 METER (0.6 FEET) SOUTHEAST OF THE
 CZ0522'NORTHWEST END OF THE HEADWALL.
 CZ0522'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0522
 CZ0522                          STATION RECOVERY (1987)
 CZ0522
 CZ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0522'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0522'IN GOOD CONDITION.
 CZ0522'
 CZ0522'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI)
 CZ0522'SOUTHEAST OF RED ROCK,
 CZ0522'25.7 KM (16 MI) NORTHWEST OF SOUTH TUCSON AND ALONG THE NORTHEAST
 CZ0522'SIDE OF INTERSTATE HIGHWAY 10.
 CZ0522'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0522'
 CZ0522'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0522'CORTARO ROAD WHICH IS 22.5 KM (14 MI) NORTHWEST OF SOUTH TUCSON, GO
 CZ0522'NORTHEAST FOR 0.1 KM (0.05 MI) ON CORTARO ROAD TO THE FRONTAGE ROAD.
 CZ0522'TURN LEFT AND GO NORTHWEST FOR 2.6 KM (1.6 MI) ON THE FRONTAGE ROAD
 CZ0522'TO A PAVED ROAD RIGHT, CAMINO DEL MARINA ROAD.
 CZ0522'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 CZ0522'2.8 KM (1.75 MI) ON THE FRONTAGE ROAD TO A NO PASSING ZONE SIGN ON
 CZ0522'THE LEFT AND THE STATION ON THE RIGHT.
 CZ0522'
 CZ0522'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0522'STAMPED---H 140 1935---,
 CZ0522'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE
 CZ0522'NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT.  LOCATED
 CZ0522'41.45 METERS (136.0 FT) WEST-SOUTHWEST FROM THE RAILROAD SIGNAL
 CZ0522'NUMBER 9688,
 CZ0522'35.60 METERS (116.8 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF THE
 CZ0522'RAILROAD,
 CZ0522'4.51 METERS (14.8 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ0522'FRONTAGE ROAD AND
 CZ0522'0.18 METERS (0.6 FT) SOUTHEAST FROM THE NORTHWEST END OF THE
 CZ0522'NORTHEAST HEADWALL OF THE CULVERT.
 CZ0522'
 CZ0522'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0522'
 CZ0522'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0522'
 CZ0522'DESCRIBED BY D.F. CALLAHAN.
 CZ0522
 CZ0522                          STATION RECOVERY (1997)
 CZ0522
 CZ0522'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0522'RECOVERED IN GOOD CONDITION.
 CZ0522
 CZ0522                          STATION RECOVERY (2006)
 CZ0522
 CZ0522'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0133 ***********************************************************************
 ES0133  DESIGNATION -  H 141
 ES0133  PID         -  ES0133
 ES0133  STATE/COUNTY-  AZ/NAVAJO
 ES0133  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0133
 ES0133                         *CURRENT SURVEY CONTROL
 ES0133  ___________________________________________________________________
 ES0133* NAD 83(1986)-  34 10 28.     (N)    110 00 23.     (W)     SCALED    
 ES0133* NAVD 88     -      2018.510  (meters)    6622.39   (feet)  ADJUSTED  
 ES0133  ___________________________________________________________________
 ES0133  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ES0133  DYNAMIC HT  -        2015.478 (meters)    6612.45  (feet)  COMP
 ES0133  MODELED GRAV-     979,061.3   (mgal)                       NAVD 88
 ES0133
 ES0133  VERT ORDER  -  SECOND    CLASS 0
 ES0133
 ES0133.The horizontal coordinates were scaled from a topographic map and have
 ES0133.an estimated accuracy of +/- 6 seconds.
 ES0133
 ES0133.The orthometric height was determined by differential leveling
 ES0133.and adjusted in June 1991.
 ES0133
 ES0133.The geoid height was determined by GEOID03.
 ES0133
 ES0133.The dynamic height is computed by dividing the NAVD 88
 ES0133.geopotential number by the normal gravity value computed on the
 ES0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0133.degrees latitude (g = 980.6199 gals.).
 ES0133
 ES0133.The modeled gravity was interpolated from observed gravity values.
 ES0133
 ES0133;                    North         East    Units  Estimated Accuracy
 ES0133;SPC AZ E     -   352,010.      228,140.      MT  (+/- 180 meters Scaled)
 ES0133
 ES0133                          SUPERSEDED SURVEY CONTROL
 ES0133
 ES0133  NGVD 29 (??/??/92) 2017.626  (m)         6619.49   (f) ADJ UNCH    2 0
 ES0133
 ES0133.Superseded values are not recommended for survey control.
 ES0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0133.See file dsdata.txt to determine how the superseded data were derived.
 ES0133
 ES0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC915819(NAD 83)
 ES0133_MARKER: DB = BENCH MARK DISK
 ES0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0133_STAMPING: H 141 1935
 ES0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0133+STABILITY: SURFACE MOTION
 ES0133
 ES0133  HISTORY     - Date     Condition        Report By
 ES0133  HISTORY     - 1935     MONUMENTED       CGS
 ES0133  HISTORY     - 1976     MARK NOT FOUND   USGS
 ES0133  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0133
 ES0133                          STATION DESCRIPTION
 ES0133
 ES0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0133'2.4 MI NW FROM LAKESIDE.
 ES0133'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM THE RANGER STATION AT
 ES0133'LAKESIDE, NAVAJO COUNTY, AT THE NORTH END OF A CURVE, 83 YARDS SOUTH
 ES0133'OF A SMALL WOODEN BRIDGE, 30 FEET WEST OF THE CENTERLINE OF THE
 ES0133'HIGHWAY, AND 10 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED H
 ES0133'141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ES0133
 ES0133                          STATION RECOVERY (1976)
 ES0133
 ES0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ES0133'MARK NOT FOUND.
 ES0133
 ES0133                          STATION RECOVERY (1983)
 ES0133
 ES0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0157 ***********************************************************************
 ES0157  DESIGNATION -  H 146
 ES0157  PID         -  ES0157
 ES0157  STATE/COUNTY-  AZ/NAVAJO
 ES0157  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0157
 ES0157                         *CURRENT SURVEY CONTROL
 ES0157  ___________________________________________________________________
 ES0157* NAD 83(1986)-  34 09 31.     (N)    110 06 04.     (W)     SCALED    
 ES0157* NAVD 88     -      1885.568  (meters)    6186.23   (feet)  ADJUSTED  
 ES0157  ___________________________________________________________________
 ES0157  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0157  DYNAMIC HT  -        1882.773 (meters)    6177.06  (feet)  COMP
 ES0157  MODELED GRAV-     979,086.3   (mgal)                       NAVD 88
 ES0157
 ES0157  VERT ORDER  -  SECOND    CLASS 0
 ES0157
 ES0157.The horizontal coordinates were scaled from a topographic map and have
 ES0157.an estimated accuracy of +/- 6 seconds.
 ES0157
 ES0157.The orthometric height was determined by differential leveling
 ES0157.and adjusted in June 1991.
 ES0157
 ES0157.The geoid height was determined by GEOID03.
 ES0157
 ES0157.The dynamic height is computed by dividing the NAVD 88
 ES0157.geopotential number by the normal gravity value computed on the
 ES0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0157.degrees latitude (g = 980.6199 gals.).
 ES0157
 ES0157.The modeled gravity was interpolated from observed gravity values.
 ES0157
 ES0157;                    North         East    Units  Estimated Accuracy
 ES0157;SPC AZ E     -   350,250.      219,400.      MT  (+/- 180 meters Scaled)
 ES0157
 ES0157                          SUPERSEDED SURVEY CONTROL
 ES0157
 ES0157  NGVD 29 (??/??/92) 1884.672  (m)         6183.29   (f) ADJ UNCH    2 0
 ES0157
 ES0157.Superseded values are not recommended for survey control.
 ES0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0157.See file dsdata.txt to determine how the superseded data were derived.
 ES0157
 ES0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC828801(NAD 83)
 ES0157_MARKER: DB = BENCH MARK DISK
 ES0157_SETTING: 66 = SET IN ROCK OUTCROP
 ES0157_SP_SET: ROCK LEDGE
 ES0157_STAMPING: H 146 1960
 ES0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0157+STABILITY: POSITION/ELEVATION WELL
 ES0157
 ES0157  HISTORY     - Date     Condition        Report By
 ES0157  HISTORY     - 1960     MONUMENTED       CGS
 ES0157  HISTORY     - 19960919 GOOD             USPSQD
 ES0157
 ES0157                          STATION DESCRIPTION
 ES0157
 ES0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0157'8.6 MI SW FROM SHOW LOW.
 ES0157'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0157'SHOW LOW, THENCE 8.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0157'HIGHWAY 77, IN SECTION 22, R 21 E, T 9 N, SET IN THE TOP OF A ROCK
 ES0157'LEDGE ON THE NORTH BANK OF A GULLY, 1.0 MILE NORTHEAST OF THE FOREST
 ES0157'DALE TRADING POST, 86 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18
 ES0157'FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 ES0157
 ES0157                          STATION RECOVERY (1996)
 ES0157
 ES0157'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0036 ***********************************************************************
 DU0036  DESIGNATION -  H 147
 DU0036  PID         -  DU0036
 DU0036  STATE/COUNTY-  AZ/GILA
 DU0036  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0036
 DU0036                         *CURRENT SURVEY CONTROL
 DU0036  ___________________________________________________________________
 DU0036* NAD 83(1986)-  33 49 28.     (N)    110 27 44.     (W)     SCALED    
 DU0036* NAVD 88     -      1457.784  (meters)    4782.75   (feet)  ADJUSTED  
 DU0036  ___________________________________________________________________
 DU0036  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 DU0036  DYNAMIC HT  -        1455.735 (meters)    4776.02  (feet)  COMP
 DU0036  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 DU0036
 DU0036  VERT ORDER  -  FIRST     CLASS II
 DU0036
 DU0036.The horizontal coordinates were scaled from a topographic map and have
 DU0036.an estimated accuracy of +/- 6 seconds.
 DU0036
 DU0036.The orthometric height was determined by differential leveling
 DU0036.and adjusted in June 1991.
 DU0036
 DU0036.The geoid height was determined by GEOID03.
 DU0036
 DU0036.The dynamic height is computed by dividing the NAVD 88
 DU0036.geopotential number by the normal gravity value computed on the
 DU0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0036.degrees latitude (g = 980.6199 gals.).
 DU0036
 DU0036.The modeled gravity was interpolated from observed gravity values.
 DU0036
 DU0036;                    North         East    Units  Estimated Accuracy
 DU0036;SPC AZ E     -   313,220.      186,000.      MT  (+/- 180 meters Scaled)
 DU0036
 DU0036                          SUPERSEDED SURVEY CONTROL
 DU0036
 DU0036  NGVD 29 (??/??/92) 1457.095  (m)         4780.49   (f) ADJ UNCH    1 2
 DU0036
 DU0036.Superseded values are not recommended for survey control.
 DU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0036.See file dsdata.txt to determine how the superseded data were derived.
 DU0036
 DU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC497428(NAD 83)
 DU0036_MARKER: DB = BENCH MARK DISK
 DU0036_SETTING: 66 = SET IN ROCK OUTCROP
 DU0036_SP_SET: ROCK LEDGE
 DU0036_STAMPING: H 147 1960
 DU0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0036+STABILITY: POSITION/ELEVATION WELL
 DU0036
 DU0036  HISTORY     - Date     Condition        Report By
 DU0036  HISTORY     - 1960     MONUMENTED       CGS
 DU0036  HISTORY     - 1967     GOOD             DOD
 DU0036  HISTORY     - 1979     GOOD             NGS
 DU0036  HISTORY     - 19960918 GOOD             USPSQD
 DU0036
 DU0036                          STATION DESCRIPTION
 DU0036
 DU0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0036'11.1 MI NE FROM SENECA.
 DU0036'ABOUT 11.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0036'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0036'0.85 MILE NORTH OF BECKERS BUTTE OBSERVATION POINT, ON THE INSIDE AND
 DU0036'ABOUT MIDWAY OF A CURVE IN THE HIGHWAY, IN THE TOP OF A ROCK LEDGE ON
 DU0036'THE NORTH EDGE OF A RAVINE, 72 FEET EAST OF THE CENTER LINE OF THE
 DU0036'HIGHWAY, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0036
 DU0036                          STATION RECOVERY (1967)
 DU0036
 DU0036'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DU0036'RECOVERED IN GOOD CONDITION.
 DU0036
 DU0036                          STATION RECOVERY (1979)
 DU0036
 DU0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0036'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0036'IN SALT RIVER CANYON, 0.1 MILE SOUTHWEST OF MILE POST 298, SET IN
 DU0036'THE TOP OF A ROCK LEDGE OF THE NORTH EDGE OF A RAVINE, 72 FEET SOUTH
 DU0036'OF THE CENTERLINE OF THE HIGHWAY, 60 FEET SOUTHWEST OF THE NORTH END
 DU0036'OF A STEEL GUARD RAIL AND 36 FEET NORTH OF A RIGHT OF WAY FENCE.
 DU0036'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA
 DU0036'COUNTY COURTHOUSE IN GLOBE.
 DU0036'THE MARK IS 6 FT BELOW THE HIGHWAY.
 DU0036
 DU0036                          STATION RECOVERY (1996)
 DU0036
 DU0036'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0159 ***********************************************************************
 DU0159  DESIGNATION -  H 149
 DU0159  PID         -  DU0159
 DU0159  STATE/COUNTY-  AZ/GRAHAM
 DU0159  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU0159
 DU0159                         *CURRENT SURVEY CONTROL
 DU0159  ___________________________________________________________________
 DU0159* NAD 83(1986)-  33 22 19.     (N)    110 15 36.     (W)     SCALED    
 DU0159* NAVD 88     -      1289.509  (meters)    4230.66   (feet)  ADJUSTED  
 DU0159  ___________________________________________________________________
 DU0159  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DU0159  DYNAMIC HT  -        1287.689 (meters)    4224.69  (feet)  COMP
 DU0159  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 DU0159
 DU0159  VERT ORDER  -  SECOND    CLASS 0
 DU0159
 DU0159.The horizontal coordinates were scaled from a topographic map and have
 DU0159.an estimated accuracy of +/- 6 seconds.
 DU0159
 DU0159.The orthometric height was determined by differential leveling
 DU0159.and adjusted in June 1991.
 DU0159
 DU0159.The geoid height was determined by GEOID03.
 DU0159
 DU0159.The dynamic height is computed by dividing the NAVD 88
 DU0159.geopotential number by the normal gravity value computed on the
 DU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0159.degrees latitude (g = 980.6199 gals.).
 DU0159
 DU0159.The modeled gravity was interpolated from observed gravity values.
 DU0159
 DU0159;                    North         East    Units  Estimated Accuracy
 DU0159;SPC AZ E     -   263,000.      204,680.      MT  (+/- 180 meters Scaled)
 DU0159
 DU0159                          SUPERSEDED SURVEY CONTROL
 DU0159
 DU0159  NGVD 29 (??/??/92) 1288.852  (m)         4228.51   (f) ADJ UNCH    2 0
 DU0159
 DU0159.Superseded values are not recommended for survey control.
 DU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0159.See file dsdata.txt to determine how the superseded data were derived.
 DU0159
 DU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB688927(NAD 83)
 DU0159_MARKER: DB = BENCH MARK DISK
 DU0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0159_STAMPING: H 149 1935
 DU0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0159+STABILITY: SURFACE MOTION
 DU0159
 DU0159  HISTORY     - Date     Condition        Report By
 DU0159  HISTORY     - 1935     MONUMENTED       CGS
 DU0159
 DU0159                          STATION DESCRIPTION
 DU0159
 DU0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0159'2.0 MI S FROM SAN CARLOS.
 DU0159'IN GRAHAM COUNTY, 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO.,
 DU0159'RAILROAD FROM THE STATION AT SAN CARLOS, GILA COUNTY, THENCE 13.5
 DU0159'MILES EAST ALONG THE ASH CREEK RANCH ROAD, 130 YARDS EAST OF A
 DU0159'DRAINAGE DITCH SOUTH OF THE ROAD, AND ABOUT 52 FEET SOUTH OF THE
 DU0159'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 149 1935 AND SET
 DU0159'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0590 ***********************************************************************
 ET0590  DESIGNATION -  H 15
 ET0590  PID         -  ET0590
 ET0590  STATE/COUNTY-  AZ/YAVAPAI
 ET0590  USGS QUAD   -  BAGDAD (1986)
 ET0590
 ET0590                         *CURRENT SURVEY CONTROL
 ET0590  ___________________________________________________________________
 ET0590* NAD 83(1986)-  34 30 01.     (N)    113 10 06.     (W)     SCALED    
 ET0590* NAVD 88     -       923.067  (meters)    3028.43   (feet)  POSTED    
 ET0590  ___________________________________________________________________
 ET0590  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 ET0590  DYNAMIC HT  -         921.940 (meters)    3024.73  (feet)  COMP
 ET0590  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 ET0590
 ET0590  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0590
 ET0590.The horizontal coordinates were scaled from a topographic map and have
 ET0590.an estimated accuracy of +/- 6 seconds.
 ET0590
 ET0590.The orthometric height was determined by differential leveling
 ET0590.and adjusted in November 2005.
 ET0590.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0590.rate of 1.1 thru 2.0 mm/km.
 ET0590
 ET0590.The geoid height was determined by GEOID03.
 ET0590
 ET0590.The dynamic height is computed by dividing the NAVD 88
 ET0590.geopotential number by the normal gravity value computed on the
 ET0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0590.degrees latitude (g = 980.6199 gals.).
 ET0590
 ET0590.The modeled gravity was interpolated from observed gravity values.
 ET0590
 ET0590;                    North         East    Units  Estimated Accuracy
 ET0590;SPC AZ C     -   388,850.       98,420.      MT  (+/- 180 meters Scaled)
 ET0590
 ET0590                          SUPERSEDED SURVEY CONTROL
 ET0590
 ET0590  NGVD 29 (??/??/92)  922.339  (m)         3026.04   (f) ADJ UNCH    1 2
 ET0590
 ET0590.Superseded values are not recommended for survey control.
 ET0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0590.See file dsdata.txt to determine how the superseded data were derived.
 ET0590
 ET0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD009197(NAD 83)
 ET0590_MARKER: DD = SURVEY DISK
 ET0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0590_STAMPING: H 15 3027 1944
 ET0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0590+STABILITY: SURFACE MOTION
 ET0590
 ET0590  HISTORY     - Date     Condition        Report By
 ET0590  HISTORY     - 1944     MONUMENTED       USGS
 ET0590  HISTORY     - 1950     GOOD             NGS
 ET0590
 ET0590                          STATION DESCRIPTION
 ET0590
 ET0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0590'9.8 MI S FROM BAGDAD.
 ET0590'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0590'AT BAGDAD, THENCE 3.0 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT THE
 ET0590'T JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 35 1/2 FEET NORTHEAST OF
 ET0590'A 10-INCH SMOKE TREE, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ET0590'TRACK ROAD, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET
 ET0590'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 ET0590'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0078 ***********************************************************************
 DU0078  DESIGNATION -  H 150
 DU0078  PID         -  DU0078
 DU0078  STATE/COUNTY-  AZ/GILA
 DU0078  USGS QUAD   -  SONTAG CREEK (1979)
 DU0078
 DU0078                         *CURRENT SURVEY CONTROL
 DU0078  ___________________________________________________________________
 DU0078* NAD 83(1986)-  33 31 43.     (N)    110 21 51.     (W)     SCALED    
 DU0078* NAVD 88     -      1360.458  (meters)    4463.44   (feet)  ADJUSTED  
 DU0078  ___________________________________________________________________
 DU0078  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DU0078  DYNAMIC HT  -        1358.551 (meters)    4457.18  (feet)  COMP
 DU0078  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 DU0078
 DU0078  VERT ORDER  -  SECOND    CLASS 0
 DU0078
 DU0078.The horizontal coordinates were scaled from a topographic map and have
 DU0078.an estimated accuracy of +/- 6 seconds.
 DU0078
 DU0078.The orthometric height was determined by differential leveling
 DU0078.and adjusted in June 1991.
 DU0078
 DU0078.The geoid height was determined by GEOID03.
 DU0078
 DU0078.The dynamic height is computed by dividing the NAVD 88
 DU0078.geopotential number by the normal gravity value computed on the
 DU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0078.degrees latitude (g = 980.6199 gals.).
 DU0078
 DU0078.The modeled gravity was interpolated from observed gravity values.
 DU0078
 DU0078;                    North         East    Units  Estimated Accuracy
 DU0078;SPC AZ E     -   280,390.      195,020.      MT  (+/- 180 meters Scaled)
 DU0078
 DU0078                          SUPERSEDED SURVEY CONTROL
 DU0078
 DU0078  NGVD 29 (??/??/92) 1359.792  (m)         4461.25   (f) ADJ UNCH    2 0
 DU0078
 DU0078.Superseded values are not recommended for survey control.
 DU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0078.See file dsdata.txt to determine how the superseded data were derived.
 DU0078
 DU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC590100(NAD 83)
 DU0078_MARKER: DB = BENCH MARK DISK
 DU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0078_STAMPING: H 150 1935
 DU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0078+STABILITY: SURFACE MOTION
 DU0078
 DU0078  HISTORY     - Date     Condition        Report By
 DU0078  HISTORY     - 1935     MONUMENTED       CGS
 DU0078
 DU0078                          STATION DESCRIPTION
 DU0078
 DU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0078'16.7 MI N FROM SAN CARLOS.
 DU0078'16.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0078'2.0 MILES SOUTHEAST ALONG THE WARM SPRING ROAD, 2.0 MILES EAST OF A
 DU0078'JUNCTION, 0.3 MILE EAST OF THE CROSSING OF A WASH, 50 YARDS EAST OF A
 DU0078'SMALL DRAINAGE DITCH SOUTH OF THE ROAD, AND 31 FEET SOUTH OF THE
 DU0078'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 150 1935 AND SET
 DU0078'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0398 ***********************************************************************
 DT0398  DESIGNATION -  H 153
 DT0398  PID         -  DT0398
 DT0398  STATE/COUNTY-  AZ/GRAHAM
 DT0398  USGS QUAD   -  PARK CREEK CABINS (1989)
 DT0398
 DT0398                         *CURRENT SURVEY CONTROL
 DT0398  ___________________________________________________________________
 DT0398* NAD 83(1986)-  33 08 52.     (N)    109 41 21.     (W)     SCALED    
 DT0398* NAVD 88     -      1475.271  (meters)    4840.12   (feet)  ADJUSTED  
 DT0398  ___________________________________________________________________
 DT0398  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DT0398  DYNAMIC HT  -        1473.091 (meters)    4832.97  (feet)  COMP
 DT0398  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 DT0398
 DT0398  VERT ORDER  -  SECOND    CLASS 0
 DT0398
 DT0398.The horizontal coordinates were scaled from a topographic map and have
 DT0398.an estimated accuracy of +/- 6 seconds.
 DT0398
 DT0398.The orthometric height was determined by differential leveling
 DT0398.and adjusted in June 1991.
 DT0398
 DT0398.The geoid height was determined by GEOID03.
 DT0398
 DT0398.The dynamic height is computed by dividing the NAVD 88
 DT0398.geopotential number by the normal gravity value computed on the
 DT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0398.degrees latitude (g = 980.6199 gals.).
 DT0398
 DT0398.The modeled gravity was interpolated from observed gravity values.
 DT0398
 DT0398;                    North         East    Units  Estimated Accuracy
 DT0398;SPC AZ E     -   238,240.      257,910.      MT  (+/- 180 meters Scaled)
 DT0398
 DT0398                          SUPERSEDED SURVEY CONTROL
 DT0398
 DT0398  NGVD 29 (??/??/92) 1474.560  (m)         4837.79   (f) ADJ UNCH    2 0
 DT0398
 DT0398.Superseded values are not recommended for survey control.
 DT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0398.See file dsdata.txt to determine how the superseded data were derived.
 DT0398
 DT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB222684(NAD 83)
 DT0398_MARKER: DB = BENCH MARK DISK
 DT0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0398_STAMPING: H 153 1935
 DT0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0398+STABILITY: SURFACE MOTION
 DT0398
 DT0398  HISTORY     - Date     Condition        Report By
 DT0398  HISTORY     - 1935     MONUMENTED       CGS
 DT0398
 DT0398                          STATION DESCRIPTION
 DT0398
 DT0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0398'3.7 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0398'3.7 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.3 MI. NW OF WASH
 DT0398'CROSSING, 0.2 MI. SE OF WASH CROSSING, AND 30 FT. S.W. OF CENTERLINE
 DT0398'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0424 ***********************************************************************
 ES0424  DESIGNATION -  H 155
 ES0424  PID         -  ES0424
 ES0424  STATE/COUNTY-  AZ/YAVAPAI
 ES0424  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0424
 ES0424                         *CURRENT SURVEY CONTROL
 ES0424  ___________________________________________________________________
 ES0424* NAD 83(1986)-  34 13 41.     (N)    111 59 30.     (W)     SCALED    
 ES0424* NAVD 88     -      1165.69   (+/-2cm)    3824.4    (feet)  VERTCON   
 ES0424  ___________________________________________________________________
 ES0424  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ES0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0424
 ES0424.The horizontal coordinates were scaled from a topographic map and have
 ES0424.an estimated accuracy of +/- 6 seconds.
 ES0424
 ES0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0424.The vertical order pertains to the NGVD 29 superseded value.
 ES0424
 ES0424.The geoid height was determined by GEOID03.
 ES0424
 ES0424;                    North         East    Units  Estimated Accuracy
 ES0424;SPC AZ C     -   357,950.      206,450.      MT  (+/- 180 meters Scaled)
 ES0424
 ES0424                          SUPERSEDED SURVEY CONTROL
 ES0424
 ES0424  NGVD 29 (??/??/92) 1165.014  (m)         3822.22   (f) ADJ UNCH    2 0
 ES0424
 ES0424.Superseded values are not recommended for survey control.
 ES0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0424.See file dsdata.txt to determine how the superseded data were derived.
 ES0424
 ES0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC086878(NAD 83)
 ES0424_MARKER: DB = BENCH MARK DISK
 ES0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0424_STAMPING: H 155 1935
 ES0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0424+STABILITY: SURFACE MOTION
 ES0424
 ES0424  HISTORY     - Date     Condition        Report By
 ES0424  HISTORY     - 1935     MONUMENTED       CGS
 ES0424  HISTORY     - 1969     POOR             NGS
 ES0424  HISTORY     - 20071124 POOR             GEOCAC
 ES0424
 ES0424                          STATION DESCRIPTION
 ES0424
 ES0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0424'14.9 MI SE FROM CORDES.
 ES0424'14.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0424'CORDES, IN THE Y FORMED BY THE JUNCTION OF A ROAD LEADING SOUTH TO
 ES0424'CANON, 40 1/2 FEET SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 ES0424'THE BLOODY BASIN ROAD, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 ES0424'ROAD TO CANON, 15.6 FEET SOUTH OF A 10-INCH POST WITH A ROAD SIGN, 2.1
 ES0424'FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 ES0424'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ES0424
 ES0424                          STATION RECOVERY (1969)
 ES0424
 ES0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0424'MARK RECOVERED IN POOR CONDITION.
 ES0424
 ES0424                          STATION RECOVERY (2007)
 ES0424
 ES0424'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ES0424'THE TOP OF THE CONCRETE PEDESTAL HAS BEEN SHEARED OFF AND IS MISSING
 ES0424'AS IS THE MARK.  SEE PICTURES AT GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0139 ***********************************************************************
 DU0139  DESIGNATION -  H 16
 DU0139  PID         -  DU0139
 DU0139  STATE/COUNTY-  AZ/GILA
 DU0139  USGS QUAD   -  SAN CARLOS (1979)
 DU0139
 DU0139                         *CURRENT SURVEY CONTROL
 DU0139  ___________________________________________________________________
 DU0139* NAD 83(1986)-  33 20 22.     (N)    110 27 01.     (W)     SCALED    
 DU0139* NAVD 88     -       798.527  (meters)    2619.83   (feet)  ADJUSTED  
 DU0139  ___________________________________________________________________
 DU0139  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU0139  DYNAMIC HT  -         797.465 (meters)    2616.35  (feet)  COMP
 DU0139  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 DU0139
 DU0139  VERT ORDER  -  FIRST     CLASS II
 DU0139
 DU0139.The horizontal coordinates were scaled from a topographic map and have
 DU0139.an estimated accuracy of +/- 6 seconds.
 DU0139
 DU0139.The orthometric height was determined by differential leveling
 DU0139.and adjusted in June 1991.
 DU0139
 DU0139.The geoid height was determined by GEOID03.
 DU0139
 DU0139.The dynamic height is computed by dividing the NAVD 88
 DU0139.geopotential number by the normal gravity value computed on the
 DU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0139.degrees latitude (g = 980.6199 gals.).
 DU0139
 DU0139.The modeled gravity was interpolated from observed gravity values.
 DU0139
 DU0139;                    North         East    Units  Estimated Accuracy
 DU0139;SPC AZ E     -   259,430.      186,960.      MT  (+/- 180 meters Scaled)
 DU0139
 DU0139                          SUPERSEDED SURVEY CONTROL
 DU0139
 DU0139  NGVD 29 (??/??/92)  797.950  (m)         2617.94   (f) ADJ UNCH    1 2
 DU0139
 DU0139.Superseded values are not recommended for survey control.
 DU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0139.See file dsdata.txt to determine how the superseded data were derived.
 DU0139
 DU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB511890(NAD 83)
 DU0139_MARKER: DB = BENCH MARK DISK
 DU0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0139_STAMPING: 2617.941 H 16 1933
 DU0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0139+STABILITY: SURFACE MOTION
 DU0139
 DU0139  HISTORY     - Date     Condition        Report By
 DU0139  HISTORY     - 1933     MONUMENTED       CGS
 DU0139  HISTORY     - 1971     GOOD             NGS
 DU0139
 DU0139                          STATION DESCRIPTION
 DU0139
 DU0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0139'0.5 MI S FROM SAN CARLOS.
 DU0139'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.3 MILES NORTH OF MILEPOST 1200,
 DU0139'150 FEET SOUTH OF RAILROAD CROSSING, 400 FEET NORTH OF INDIAN AGENCY
 DU0139'BUILDING, 50 FEET WEST OF RAILROAD CENTER-LINE.
 DU0139
 DU0139                          STATION RECOVERY (1971)
 DU0139
 DU0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0637 ***********************************************************************
 ET0637  DESIGNATION -  H 16
 ET0637  PID         -  ET0637
 ET0637  STATE/COUNTY-  AZ/YAVAPAI
 ET0637  USGS QUAD   -  THORN PEAK (1967)
 ET0637
 ET0637                         *CURRENT SURVEY CONTROL
 ET0637  ___________________________________________________________________
 ET0637* NAD 83(1986)-  34 29 01.     (N)    113 11 18.     (W)     SCALED    
 ET0637* NAVD 88     -       893.650  (meters)    2931.92   (feet)  POSTED    
 ET0637  ___________________________________________________________________
 ET0637  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 ET0637  DYNAMIC HT  -         892.570 (meters)    2928.37  (feet)  COMP
 ET0637  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 ET0637
 ET0637  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0637
 ET0637.The horizontal coordinates were scaled from a topographic map and have
 ET0637.an estimated accuracy of +/- 6 seconds.
 ET0637
 ET0637.The orthometric height was determined by differential leveling
 ET0637.and adjusted in November 2005.
 ET0637.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0637.rate of 0.0 thru 1.0 mm/km.
 ET0637
 ET0637.The geoid height was determined by GEOID03.
 ET0637
 ET0637.The dynamic height is computed by dividing the NAVD 88
 ET0637.geopotential number by the normal gravity value computed on the
 ET0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0637.degrees latitude (g = 980.6199 gals.).
 ET0637
 ET0637.The modeled gravity was interpolated from observed gravity values.
 ET0637
 ET0637;                    North         East    Units  Estimated Accuracy
 ET0637;SPC AZ C     -   387,030.       96,560.      MT  (+/- 180 meters Scaled)
 ET0637
 ET0637                          SUPERSEDED SURVEY CONTROL
 ET0637
 ET0637  NGVD 29 (??/??/92)  892.930  (m)         2929.55   (f) ADJ UNCH    1 2
 ET0637
 ET0637.Superseded values are not recommended for survey control.
 ET0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0637.See file dsdata.txt to determine how the superseded data were derived.
 ET0637
 ET0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD990179(NAD 83)
 ET0637_MARKER: DD = SURVEY DISK
 ET0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0637+STABILITY: SURFACE MOTION
 ET0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0637+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 ET0637
 ET0637  HISTORY     - Date     Condition        Report By
 ET0637  HISTORY     - UNK      MONUMENTED       USGS
 ET0637  HISTORY     - 1950     GOOD             NGS
 ET0637  HISTORY     - 1955     GOOD             NGS
 ET0637  HISTORY     - 20040404 GOOD             GEOCAC
 ET0637
 ET0637                          STATION DESCRIPTION
 ET0637
 ET0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0637'11.8 MI S FROM BAGDAD.
 ET0637'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0637'AT BAGDAD, THENCE 5.0 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.15
 ET0637'MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO A
 ET0637'RANCHHOUSE, ON THE TOP OF THE NORTH END OF A BRUSHY RIDGE, 93 FEET
 ET0637'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH OF A 10-INCH
 ET0637'SMOKE TREE, 5.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 6 FEET HIGHER
 ET0637'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ET0637'GROUND.
 ET0637
 ET0637                          STATION RECOVERY (1955)
 ET0637
 ET0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0637'RECOVERED IN GOOD CONDITION.
 ET0637
 ET0637                          STATION RECOVERY (2004)
 ET0637
 ET0637'RECOVERY NOTE BY GEOCACHING 2004 (RLS)
 ET0637'TOP OF HILL, ORANGE CARSONITE MARKER VISABLE FROM ROAD, 1000 +/- NORTH
 ET0637'OF RANCHHOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0315 ***********************************************************************
 DU0315  DESIGNATION -  H 17
 DU0315  PID         -  DU0315
 DU0315  STATE/COUNTY-  AZ/GILA
 DU0315  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0315
 DU0315                         *CURRENT SURVEY CONTROL
 DU0315  ___________________________________________________________________
 DU0315* NAD 83(1986)-  33 35 10.     (N)    110 58 14.     (W)     SCALED    
 DU0315* NAVD 88     -       817.174  (meters)    2681.01   (feet)  ADJUSTED  
 DU0315  ___________________________________________________________________
 DU0315  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DU0315  DYNAMIC HT  -         816.102 (meters)    2677.49  (feet)  COMP
 DU0315  MODELED GRAV-     979,298.8   (mgal)                       NAVD 88
 DU0315
 DU0315  VERT ORDER  -  FIRST     CLASS II
 DU0315
 DU0315.The horizontal coordinates were scaled from a topographic map and have
 DU0315.an estimated accuracy of +/- 6 seconds.
 DU0315
 DU0315.The orthometric height was determined by differential leveling
 DU0315.and adjusted in June 1991.
 DU0315
 DU0315.The geoid height was determined by GEOID03.
 DU0315
 DU0315.The dynamic height is computed by dividing the NAVD 88
 DU0315.geopotential number by the normal gravity value computed on the
 DU0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0315.degrees latitude (g = 980.6199 gals.).
 DU0315
 DU0315.The modeled gravity was interpolated from observed gravity values.
 DU0315
 DU0315;                    North         East    Units  Estimated Accuracy
 DU0315;SPC AZ E     -   287,040.      138,740.      MT  (+/- 180 meters Scaled)
 DU0315
 DU0315                          SUPERSEDED SURVEY CONTROL
 DU0315
 DU0315  NGVD 29 (??/??/92)  816.574  (m)         2679.04   (f) ADJ UNCH    1 2
 DU0315
 DU0315.Superseded values are not recommended for survey control.
 DU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0315.See file dsdata.txt to determine how the superseded data were derived.
 DU0315
 DU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC027162(NAD 83)
 DU0315_MARKER: DB = BENCH MARK DISK
 DU0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0315_STAMPING: 2679.043 H 17 1933
 DU0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0315+STABILITY: SURFACE MOTION
 DU0315
 DU0315  HISTORY     - Date     Condition        Report By
 DU0315  HISTORY     - 1933     MONUMENTED       CGS
 DU0315  HISTORY     - 1949     GOOD             NGS
 DU0315  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0315  HISTORY     - 1982     GOOD             USPSQD
 DU0315
 DU0315                          STATION DESCRIPTION
 DU0315
 DU0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0315'12.5 MI SE FROM ROOSEVELT.
 DU0315'12.5 MILES SOUTHEAST ALONG THE APACHE TRAIL HIGHWAY FROM THE POST
 DU0315'OFFICE AT ROOSEVELT, GILA COUNTY, ABOUT 3-3/4 MILES NORTHWEST OF A
 DU0315'SUMMIT, 85 FEET SOUTH OF THE JUNCTION OF A HIGHWAY, AND 25 FEET
 DU0315'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 DU0315'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DU0315
 DU0315                          STATION RECOVERY (1949)
 DU0315
 DU0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DU0315'RECOVERED IN GOOD CONDITION.
 DU0315
 DU0315                          STATION RECOVERY (1979)
 DU0315
 DU0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0315'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0315
 DU0315                          STATION RECOVERY (1982)
 DU0315
 DU0315'RECOVERY NOTE BY US POWER SQUADRON 1982 (RGB)
 DU0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0640 ***********************************************************************
 ET0640  DESIGNATION -  H 17
 ET0640  PID         -  ET0640
 ET0640  STATE/COUNTY-  AZ/YAVAPAI
 ET0640  USGS QUAD   -  THORN PEAK (1967)
 ET0640
 ET0640                         *CURRENT SURVEY CONTROL
 ET0640  ___________________________________________________________________
 ET0640* NAD 83(1986)-  34 28 17.     (N)    113 12 49.     (W)     SCALED    
 ET0640* NAVD 88     -       822.737  (meters)    2699.26   (feet)  POSTED    
 ET0640  ___________________________________________________________________
 ET0640  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 ET0640  DYNAMIC HT  -         821.740 (meters)    2695.99  (feet)  COMP
 ET0640  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 ET0640
 ET0640  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0640
 ET0640.The horizontal coordinates were scaled from a topographic map and have
 ET0640.an estimated accuracy of +/- 6 seconds.
 ET0640
 ET0640.The orthometric height was determined by differential leveling
 ET0640.and adjusted in November 2005.
 ET0640
 ET0640.The geoid height was determined by GEOID03.
 ET0640
 ET0640.The dynamic height is computed by dividing the NAVD 88
 ET0640.geopotential number by the normal gravity value computed on the
 ET0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0640.degrees latitude (g = 980.6199 gals.).
 ET0640
 ET0640.The modeled gravity was interpolated from observed gravity values.
 ET0640
 ET0640;                    North         East    Units  Estimated Accuracy
 ET0640;SPC AZ C     -   385,700.       94,220.      MT  (+/- 180 meters Scaled)
 ET0640
 ET0640                          SUPERSEDED SURVEY CONTROL
 ET0640
 ET0640  NGVD 29 (??/??/92)  822.023  (m)         2696.92   (f) ADJ UNCH    1 2
 ET0640
 ET0640.Superseded values are not recommended for survey control.
 ET0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0640.See file dsdata.txt to determine how the superseded data were derived.
 ET0640
 ET0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD966166(NAD 83)
 ET0640_MARKER: DD = SURVEY DISK
 ET0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0640_STAMPING: H 17 2698 1944
 ET0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0640+STABILITY: SURFACE MOTION
 ET0640
 ET0640  HISTORY     - Date     Condition        Report By
 ET0640  HISTORY     - 1944     MONUMENTED       USGS
 ET0640  HISTORY     - 1950     GOOD             NGS
 ET0640  HISTORY     - 1955     GOOD             NGS
 ET0640
 ET0640                          STATION DESCRIPTION
 ET0640
 ET0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0640'13.6 MI S FROM BAGDAD.
 ET0640'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0640'AT BAGDAD, THENCE 6.8 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.2
 ET0640'MILE NORTHEAST OF THE FOOT OF A GRADE, AT THE Y JUNCTION OF A NARROW
 ET0640'DIRT ROAD LEADING SOUTH, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ET0640'ROAD, 29 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, 2.2 FEET
 ET0640'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 ET0640'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0640
 ET0640                          STATION RECOVERY (1955)
 ET0640
 ET0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0291 ***********************************************************************
 DU0291  DESIGNATION -  H 18
 DU0291  PID         -  DU0291
 DU0291  STATE/COUNTY-  AZ/GILA
 DU0291  USGS QUAD   -  HAYDEN (1964)
 DU0291
 DU0291                         *CURRENT SURVEY CONTROL
 DU0291  ___________________________________________________________________
 DU0291* NAD 83(1986)-  33 00 26.     (N)    110 45 46.     (W)     SCALED    
 DU0291* NAVD 88     -       642.05   (+/-2cm)    2106.5    (feet)  VERTCON   
 DU0291  ___________________________________________________________________
 DU0291  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DU0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0291
 DU0291.The horizontal coordinates were scaled from a topographic map and have
 DU0291.an estimated accuracy of +/- 6 seconds.
 DU0291
 DU0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0291.The vertical order pertains to the NGVD 29 superseded value.
 DU0291
 DU0291.The geoid height was determined by GEOID03.
 DU0291
 DU0291;                    North         East    Units  Estimated Accuracy
 DU0291;SPC AZ E     -   222,710.      157,660.      MT  (+/- 180 meters Scaled)
 DU0291
 DU0291                          SUPERSEDED SURVEY CONTROL
 DU0291
 DU0291  NGVD 29 (??/??/92)  641.456  (m)         2104.51   (f) ADJ UNCH    2 0
 DU0291
 DU0291.Superseded values are not recommended for survey control.
 DU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0291.See file dsdata.txt to determine how the superseded data were derived.
 DU0291
 DU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB221521(NAD 83)
 DU0291_MARKER: DB = BENCH MARK DISK
 DU0291_SETTING: 0 = UNSPECIFIED SETTING
 DU0291_STAMPING: 2104.586 H 18 1933
 DU0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0291
 DU0291  HISTORY     - Date     Condition        Report By
 DU0291  HISTORY     - 1933     MONUMENTED       CGS
 DU0291  HISTORY     - 1968     GOOD             USGS
 DU0291
 DU0291                          STATION DESCRIPTION
 DU0291
 DU0291'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DU0291'1.2 MI N FROM WINKELMAN.
 DU0291'1.2 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, ON THE NORTH
 DU0291'BANK OF THE GILA RIVER, 500 FEET NORTH OF A HIGHWAY, UP A SMALL GORGE
 DU0291'AT A POINT 61 FEET NORTH OF THE CENTER OF A SMALL MASONRY STRUCTURE
 DU0291'(CULVERT) THAT ONCE WAS A PART OF A HAIRPIN CURVE IN THE OLD HIGHWAY.
 DU0291'NOTE-- ONLY THE REMAINS OF AN OLD ROAD ARE LEFT AT THE SITE OF THE
 DU0291'BENCH MARK.  THE ALIGNMENT OF STATE HIGHWAY 77 HAS BEEN CHANGED AND
 DU0291'THE DESCRIPTION SHOULD READ AS FOLLOWS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0644 ***********************************************************************
 ET0644  DESIGNATION -  H 18
 ET0644  PID         -  ET0644
 ET0644  STATE/COUNTY-  AZ/YAVAPAI
 ET0644  USGS QUAD   -  THORN PEAK (1967)
 ET0644
 ET0644                         *CURRENT SURVEY CONTROL
 ET0644  ___________________________________________________________________
 ET0644* NAD 83(1986)-  34 27 36.     (N)    113 14 43.     (W)     SCALED    
 ET0644* NAVD 88     -       820.195  (meters)    2690.92   (feet)  POSTED    
 ET0644  ___________________________________________________________________
 ET0644  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 ET0644  DYNAMIC HT  -         819.210 (meters)    2687.69  (feet)  COMP
 ET0644  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 ET0644
 ET0644  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0644
 ET0644.The horizontal coordinates were scaled from a topographic map and have
 ET0644.an estimated accuracy of +/- 6 seconds.
 ET0644
 ET0644.The orthometric height was determined by differential leveling
 ET0644.and adjusted in November 2005.
 ET0644.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0644.rate of 0.0 thru 1.0 mm/km.
 ET0644
 ET0644.The geoid height was determined by GEOID03.
 ET0644
 ET0644.The dynamic height is computed by dividing the NAVD 88
 ET0644.geopotential number by the normal gravity value computed on the
 ET0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0644.degrees latitude (g = 980.6199 gals.).
 ET0644
 ET0644.The modeled gravity was interpolated from observed gravity values.
 ET0644
 ET0644;                    North         East    Units  Estimated Accuracy
 ET0644;SPC AZ C     -   384,480.       91,290.      MT  (+/- 180 meters Scaled)
 ET0644
 ET0644                          SUPERSEDED SURVEY CONTROL
 ET0644
 ET0644  NGVD 29 (??/??/92)  819.485  (m)         2688.59   (f) ADJ UNCH    1 2
 ET0644
 ET0644.Superseded values are not recommended for survey control.
 ET0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0644.See file dsdata.txt to determine how the superseded data were derived.
 ET0644
 ET0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD937154(NAD 83)
 ET0644_MARKER: DD = SURVEY DISK
 ET0644_SETTING: 66 = SET IN ROCK OUTCROP
 ET0644_SP_SET: GRANITE OUTCROP
 ET0644_STAMPING: H 18 2690 1944
 ET0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0644+STABILITY: POSITION/ELEVATION WELL
 ET0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0644+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0644
 ET0644  HISTORY     - Date     Condition        Report By
 ET0644  HISTORY     - 1944     MONUMENTED       USGS
 ET0644  HISTORY     - 1950     GOOD             NGS
 ET0644  HISTORY     - 1955     GOOD             NGS
 ET0644  HISTORY     - 20081130 GOOD             GEOCAC
 ET0644
 ET0644                          STATION DESCRIPTION
 ET0644
 ET0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0644'16.2 MI SW FROM BAGDAD.
 ET0644'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0644'AT BAGDAD, THENCE 9.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 111
 ET0644'FEET WEST OF THE APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE
 ET0644'JUNCTION OF A GRADED DIRT ROAD LEADING SOUTH TO STATE HIGHWAY 93, IN
 ET0644'THE TOP OF A GRANITE BOULDER, 30 FEET SOUTHWEST OF THE CENTER LINE OF
 ET0644'THE ROAD, 20 FEET NORTHEAST OF A DOUBLE 3-INCH MESQUITE TREE, 1 1/2
 ET0644'FEET SOUTHEAST OF A CAIRN, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 ET0644'MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0644
 ET0644                          STATION RECOVERY (1955)
 ET0644
 ET0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0644'RECOVERED IN GOOD CONDITION.
 ET0644
 ET0644                          STATION RECOVERY (2008)
 ET0644
 ET0644'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0644'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0644'THE DESCRIPTION - THE MARK IS 3.0 FEET NORTH OF A WITNESS POST.
 ET0644'HANDHELD COORDINATES
 ET0644'34 27 36.5 (N)   113 14 43.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0314 ***********************************************************************
 CZ0314  DESIGNATION -  H 19
 CZ0314  PID         -  CZ0314
 CZ0314  STATE/COUNTY-  AZ/PINAL
 CZ0314  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ0314
 CZ0314                         *CURRENT SURVEY CONTROL
 CZ0314  ___________________________________________________________________
 CZ0314* NAD 83(1986)-  32 31 32.     (N)    110 55 42.     (W)     SCALED    
 CZ0314* NAVD 88     -       983.93   (+/-2cm)    3228.1    (feet)  VERTCON   
 CZ0314  ___________________________________________________________________
 CZ0314  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0314
 CZ0314.The horizontal coordinates were scaled from a topographic map and have
 CZ0314.an estimated accuracy of +/- 6 seconds.
 CZ0314
 CZ0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0314.The vertical order pertains to the NGVD 29 superseded value.
 CZ0314
 CZ0314.The geoid height was determined by GEOID03.
 CZ0314
 CZ0314;                    North         East    Units  Estimated Accuracy
 CZ0314;SPC AZ C     -   169,570.      306,210.      MT  (+/- 180 meters Scaled)
 CZ0314
 CZ0314                          SUPERSEDED SURVEY CONTROL
 CZ0314
 CZ0314  NGVD 29 (??/??/92)  983.223  (m)         3225.79   (f) ADJ UNCH    2 0
 CZ0314
 CZ0314.Superseded values are not recommended for survey control.
 CZ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0314.See file dsdata.txt to determine how the superseded data were derived.
 CZ0314
 CZ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA067986(NAD 83)
 CZ0314_MARKER: DB = BENCH MARK DISK
 CZ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0314_STAMPING: 3225.902 H 19 1933
 CZ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0314+STABILITY: SURFACE MOTION
 CZ0314
 CZ0314  HISTORY     - Date     Condition        Report By
 CZ0314  HISTORY     - 1933     MONUMENTED       CGS
 CZ0314  HISTORY     - 1954     GOOD             NGS
 CZ0314
 CZ0314                          STATION DESCRIPTION
 CZ0314
 CZ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CZ0314'13.7 MI SW FROM ORACLE.
 CZ0314'13.7 MILES SOUTHWEST ALONG STATE HIGHWAY 77 AND U.S. HIGHWAY 80 FROM
 CZ0314'ORACLE, PINAL COUNTY, 2.0 MILES SOUTH OF WALNUT WELLS (NOW ORACLE
 CZ0314'JUNCTION), 1.0 MILE NORTH OF THE PIMA-PINAL COUNTY LINE, AT THE CREST
 CZ0314'OF A RISE, 50 YARDS SOUTH OF A U.S. HIGHWAY SHIELD SIGN, AND 50 FEET
 CZ0314'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 CZ0314'3225.902 H 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CZ0314'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0647 ***********************************************************************
 ET0647  DESIGNATION -  H 19
 ET0647  PID         -  ET0647
 ET0647  STATE/COUNTY-  AZ/YAVAPAI
 ET0647  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0647
 ET0647                         *CURRENT SURVEY CONTROL
 ET0647  ___________________________________________________________________
 ET0647* NAD 83(1986)-  34 27 59.     (N)    113 16 19.     (W)     SCALED    
 ET0647* NAVD 88     -       886.399  (meters)    2908.13   (feet)  POSTED    
 ET0647  ___________________________________________________________________
 ET0647  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 ET0647  DYNAMIC HT  -         885.320 (meters)    2904.59  (feet)  COMP
 ET0647  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 ET0647
 ET0647  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0647
 ET0647.The horizontal coordinates were scaled from a topographic map and have
 ET0647.an estimated accuracy of +/- 6 seconds.
 ET0647
 ET0647.The orthometric height was determined by differential leveling
 ET0647.and adjusted in November 2005.
 ET0647.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0647.rate of 0.0 thru 1.0 mm/km.
 ET0647
 ET0647.The geoid height was determined by GEOID03.
 ET0647
 ET0647.The dynamic height is computed by dividing the NAVD 88
 ET0647.geopotential number by the normal gravity value computed on the
 ET0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0647.degrees latitude (g = 980.6199 gals.).
 ET0647
 ET0647.The modeled gravity was interpolated from observed gravity values.
 ET0647
 ET0647;                    North         East    Units  Estimated Accuracy
 ET0647;SPC AZ C     -   385,220.       88,850.      MT  (+/- 180 meters Scaled)
 ET0647
 ET0647                          SUPERSEDED SURVEY CONTROL
 ET0647
 ET0647  NGVD 29 (??/??/92)  885.681  (m)         2905.77   (f) ADJ UNCH    1 2
 ET0647
 ET0647.Superseded values are not recommended for survey control.
 ET0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0647.See file dsdata.txt to determine how the superseded data were derived.
 ET0647
 ET0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD913162(NAD 83)
 ET0647_MARKER: DD = SURVEY DISK
 ET0647_SETTING: 80 = SET IN A BOULDER
 ET0647_SP_SET: BOULDER
 ET0647_STAMPING: H 19 2907 1944
 ET0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0647+STABILITY: SURFACE MOTION
 ET0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0647+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0647
 ET0647  HISTORY     - Date     Condition        Report By
 ET0647  HISTORY     - 1944     MONUMENTED       USGS
 ET0647  HISTORY     - 1950     GOOD             NGS
 ET0647  HISTORY     - 20081130 GOOD             GEOCAC
 ET0647
 ET0647                          STATION DESCRIPTION
 ET0647
 ET0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0647'18.0 MI SW FROM BAGDAD.
 ET0647'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0647'AT BAGDAD, THENCE 11.2 MILES WEST ALONG A COUNTY DIRT ROAD, 0.25 MILE
 ET0647'NORTHWEST OF THE CROSSING OF A DEEP DRY WASH, ON A RIDGE AT THE TOP OF
 ET0647'A LONG GRADE, ABOUT 50 YARDS SOUTHEAST OF THE BOTTOM OF A DIP, 26 FEET
 ET0647'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE
 ET0647'BOULDER, 16 1/2 FEET SOUTH OF A PALO VERDE TREE, 14 FEET EAST OF A
 ET0647'CAIRN, ABOUT 2 FEET LOWER THAN THE ROAD, AND MARKED BY THE WHITE
 ET0647'PAINTED LETTERS B M.
 ET0647
 ET0647                          STATION RECOVERY (2008)
 ET0647
 ET0647'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0647'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0647'THE DESCRIPTION - THE BOULDER IS ABOUT 6 FEET BY 3 FEET, AND THE CAIRN
 ET0647'AND PAINTED BM WERE NOT FOUND. HANDHELD COORDINATES
 ET0647'34 27 58.9 (N)   113 16 18.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0370 ***********************************************************************
 ET0370  DESIGNATION -  H 2
 ET0370  PID         -  ET0370
 ET0370  STATE/COUNTY-  AZ/YAVAPAI
 ET0370  USGS QUAD   -  HILLSIDE (1969)
 ET0370
 ET0370                         *CURRENT SURVEY CONTROL
 ET0370  ___________________________________________________________________
 ET0370* NAD 83(1986)-  34 27 13.     (N)    112 58 31.     (W)     SCALED    
 ET0370* NAVD 88     -      1019.587  (meters)    3345.09   (feet)  POSTED    
 ET0370  ___________________________________________________________________
 ET0370  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 ET0370  DYNAMIC HT  -        1018.320 (meters)    3340.94  (feet)  COMP
 ET0370  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 ET0370
 ET0370  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0370
 ET0370.The horizontal coordinates were scaled from a topographic map and have
 ET0370.an estimated accuracy of +/- 6 seconds.
 ET0370
 ET0370.The orthometric height was determined by differential leveling
 ET0370.and adjusted in November 2005.
 ET0370.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0370.was located on a no-check spur therefore a value was not computed.
 ET0370.No vertical observational check was made to the station.
 ET0370
 ET0370.The geoid height was determined by GEOID03.
 ET0370
 ET0370.The dynamic height is computed by dividing the NAVD 88
 ET0370.geopotential number by the normal gravity value computed on the
 ET0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0370.degrees latitude (g = 980.6199 gals.).
 ET0370
 ET0370.The modeled gravity was interpolated from observed gravity values.
 ET0370
 ET0370;                    North         East    Units  Estimated Accuracy
 ET0370;SPC AZ C     -   383,480.      116,090.      MT  (+/- 180 meters Scaled)
 ET0370
 ET0370                          SUPERSEDED SURVEY CONTROL
 ET0370
 ET0370  NGVD 29 (??/??/92) 1018.847  (m)         3342.67   (f) ADJ UNCH    1 2
 ET0370
 ET0370.Superseded values are not recommended for survey control.
 ET0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0370.See file dsdata.txt to determine how the superseded data were derived.
 ET0370
 ET0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD185142(NAD 83)
 ET0370_MARKER: DD = SURVEY DISK
 ET0370_SETTING: 80 = SET IN A BOULDER
 ET0370_SP_SET: BOULDER
 ET0370_STAMPING: H2 3343 1944
 ET0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0370+STABILITY: SURFACE MOTION
 ET0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0370+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0370
 ET0370  HISTORY     - Date     Condition        Report By
 ET0370  HISTORY     - 1944     MONUMENTED       USGS
 ET0370  HISTORY     - 1950     GOOD             NGS
 ET0370  HISTORY     - 20080803 GOOD             GEOCAC
 ET0370
 ET0370                          STATION DESCRIPTION
 ET0370
 ET0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0370'5.1 MI NW FROM HILLSIDE.
 ET0370'5.1 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0370'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 362 FEET NORTHEAST OF
 ET0370'THE CENTER LINE OF THE HIGHWAY, ALONG AN OLD ABANDONED DIRT ROAD, 46
 ET0370'FEET SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD, 37.5 FEET SOUTHWEST
 ET0370'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CATTLE
 ET0370'GUARD, IN THE TOP OF A 16- BY 11-FOOT GRANITE BOULDER, ABOUT 40 FEET
 ET0370'LOWER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0370
 ET0370                          STATION RECOVERY (2008)
 ET0370
 ET0370'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0370'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0370'27.230' W112 58.523'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0595 ***********************************************************************
 ET0595  DESIGNATION -  H 20
 ET0595  PID         -  ET0595
 ET0595  STATE/COUNTY-  AZ/YAVAPAI
 ET0595  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0595
 ET0595                         *CURRENT SURVEY CONTROL
 ET0595  ___________________________________________________________________
 ET0595* NAD 83(1986)-  34 30 30.     (N)    113 18 38.     (W)     SCALED    
 ET0595* NAVD 88     -       967.853  (meters)    3175.36   (feet)  POSTED    
 ET0595  ___________________________________________________________________
 ET0595  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0595  DYNAMIC HT  -         966.670 (meters)    3171.48  (feet)  COMP
 ET0595  MODELED GRAV-     979,377.6   (mgal)                       NAVD 88
 ET0595
 ET0595  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0595
 ET0595.The horizontal coordinates were scaled from a topographic map and have
 ET0595.an estimated accuracy of +/- 6 seconds.
 ET0595
 ET0595.The orthometric height was determined by differential leveling
 ET0595.and adjusted in November 2005.
 ET0595.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0595.rate of 0.0 thru 1.0 mm/km.
 ET0595
 ET0595.The geoid height was determined by GEOID03.
 ET0595
 ET0595.The dynamic height is computed by dividing the NAVD 88
 ET0595.geopotential number by the normal gravity value computed on the
 ET0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0595.degrees latitude (g = 980.6199 gals.).
 ET0595
 ET0595.The modeled gravity was interpolated from observed gravity values.
 ET0595
 ET0595;                    North         East    Units  Estimated Accuracy
 ET0595;SPC AZ C     -   389,920.       85,370.      MT  (+/- 180 meters Scaled)
 ET0595
 ET0595                          SUPERSEDED SURVEY CONTROL
 ET0595
 ET0595  NGVD 29 (??/??/92)  967.122  (m)         3172.97   (f) ADJ UNCH    1 2
 ET0595
 ET0595.Superseded values are not recommended for survey control.
 ET0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0595.See file dsdata.txt to determine how the superseded data were derived.
 ET0595
 ET0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD878209(NAD 83)
 ET0595_MARKER: DD = SURVEY DISK
 ET0595_SETTING: 80 = SET IN A BOULDER
 ET0595_SP_SET: GRANITE BOULDER
 ET0595_STAMPING: H 20 1944
 ET0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0595+STABILITY: SURFACE MOTION
 ET0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0595+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0595
 ET0595  HISTORY     - Date     Condition        Report By
 ET0595  HISTORY     - 1944     MONUMENTED       USGS
 ET0595  HISTORY     - 1950     GOOD             NGS
 ET0595  HISTORY     - 20081130 GOOD             GEOCAC
 ET0595
 ET0595                          STATION DESCRIPTION
 ET0595
 ET0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0595'22.3 MI SW FROM BAGDAD.
 ET0595'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0595'AT BAGDAD, THENCE 15.5 MILES WEST ALONG A COUNTY DIRT ROAD, 0.4 MILE
 ET0595'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 207 FEET
 ET0595'WEST OF A PROMINENT HUMP IN THE ROAD, IN THE TOP OF A GRANITE BOULDER
 ET0595'AT THE SOUTHEAST EDGE OF A ROCKY KNOLL, 93 FEET NORTH OF THE NORTH
 ET0595'BASE OF AND DIRECTLY ACROSS THE ROAD FROM A LARGER ROCKY KNOLL, 18
 ET0595'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 3 1/2 FEET HIGHER
 ET0595'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0595
 ET0595                          STATION RECOVERY (2008)
 ET0595
 ET0595'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0595'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0595'THE DESCRIPTION - THE DISK IS STAMPED H 1944, AND THE PAINTED BM WAS
 ET0595'NOT FOUND. HANDHELD COORDINATES
 ET0595'34 30 30.4 (N)   113 18 37.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0598 ***********************************************************************
 ET0598  DESIGNATION -  H 21
 ET0598  PID         -  ET0598
 ET0598  STATE/COUNTY-  AZ/YAVAPAI
 ET0598  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0598
 ET0598                         *CURRENT SURVEY CONTROL
 ET0598  ___________________________________________________________________
 ET0598* NAD 83(1986)-  34 31 38.     (N)    113 19 45.     (W)     SCALED    
 ET0598* NAVD 88     -       899.999  (meters)    2952.75   (feet)  POSTED    
 ET0598  ___________________________________________________________________
 ET0598  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0598  DYNAMIC HT  -         898.900 (meters)    2949.14  (feet)  COMP
 ET0598  MODELED GRAV-     979,382.5   (mgal)                       NAVD 88
 ET0598
 ET0598  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0598
 ET0598.The horizontal coordinates were scaled from a topographic map and have
 ET0598.an estimated accuracy of +/- 6 seconds.
 ET0598
 ET0598.The orthometric height was determined by differential leveling
 ET0598.and adjusted in November 2005.
 ET0598.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0598.rate of 0.0 thru 1.0 mm/km.
 ET0598
 ET0598.The geoid height was determined by GEOID03.
 ET0598
 ET0598.The dynamic height is computed by dividing the NAVD 88
 ET0598.geopotential number by the normal gravity value computed on the
 ET0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0598.degrees latitude (g = 980.6199 gals.).
 ET0598
 ET0598.The modeled gravity was interpolated from observed gravity values.
 ET0598
 ET0598;                    North         East    Units  Estimated Accuracy
 ET0598;SPC AZ C     -   392,040.       83,690.      MT  (+/- 180 meters Scaled)
 ET0598
 ET0598                          SUPERSEDED SURVEY CONTROL
 ET0598
 ET0598  NGVD 29 (??/??/92)  899.267  (m)         2950.35   (f) ADJ UNCH    1 2
 ET0598
 ET0598.Superseded values are not recommended for survey control.
 ET0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0598.See file dsdata.txt to determine how the superseded data were derived.
 ET0598
 ET0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD862230(NAD 83)
 ET0598_MARKER: DD = SURVEY DISK
 ET0598_SETTING: 80 = SET IN A BOULDER
 ET0598_SP_SET: GRANITE BOULDER
 ET0598_STAMPING: H 21 1944
 ET0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0598+STABILITY: SURFACE MOTION
 ET0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0598+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0598
 ET0598  HISTORY     - Date     Condition        Report By
 ET0598  HISTORY     - 1944     MONUMENTED       USGS
 ET0598  HISTORY     - 1950     GOOD             NGS
 ET0598  HISTORY     - 20081130 GOOD             GEOCAC
 ET0598
 ET0598                          STATION DESCRIPTION
 ET0598
 ET0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0598'24.1 MI W FROM BAGDAD.
 ET0598'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0598'AT BAGDAD, THENCE 17.3 MILES WEST ALONG A COUNTY DIRT ROAD, 150 FEET
 ET0598'NORTH OF THE JUNCTION OF A GRADED DIRT ROAD LEADING SOUTHEAST TO STATE
 ET0598'HIGHWAY 93, 87 FEET NORTHEAST OF A POINT WHERE THE ROAD CROSSES A
 ET0598'SMALL DRY WASH, IN THE TOP OF A GRANITE BOULDER SITUATED IN THE MIDDLE
 ET0598'OF A SMALL GROUP OF GRANITE BOULDERS, 47 FEET NORTH OF A 24-INCH
 ET0598'JUNIPER TREE, 43 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET
 ET0598'NORTH OF A 24-INCH YUCCA TREE WHICH FORKS AT THE GROUND, ABOUT 3 FEET
 ET0598'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0598
 ET0598                          STATION RECOVERY (2008)
 ET0598
 ET0598'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0598'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0598'THE DESCRIPTION - THE DISK IS STAMPED H 1944, AND THE PAINTED BM WAS
 ET0598'NOT FOUND. HANDHELD COORDINATES
 ET0598'34 31 38.8 (N)   113 19 44.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0415 ***********************************************************************
 DU0415  DESIGNATION -  H 21
 DU0415  PID         -  DU0415
 DU0415  STATE/COUNTY-  AZ/MARICOPA
 DU0415  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0415
 DU0415                         *CURRENT SURVEY CONTROL
 DU0415  ___________________________________________________________________
 DU0415* NAD 83(1986)-  33 32 20.     (N)    111 16 10.     (W)     SCALED    
 DU0415* NAVD 88     -       745.78   (+/-2cm)    2446.8    (feet)  VERTCON   
 DU0415  ___________________________________________________________________
 DU0415  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DU0415  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0415
 DU0415.The horizontal coordinates were scaled from a topographic map and have
 DU0415.an estimated accuracy of +/- 6 seconds.
 DU0415
 DU0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0415.The vertical order pertains to the NGVD 29 superseded value.
 DU0415
 DU0415.The geoid height was determined by GEOID03.
 DU0415
 DU0415;                    North         East    Units  Estimated Accuracy
 DU0415;SPC AZ C     -   281,700.      273,470.      MT  (+/- 180 meters Scaled)
 DU0415
 DU0415                          SUPERSEDED SURVEY CONTROL
 DU0415
 DU0415  NGVD 29 (??/??/92)  745.143  (m)         2444.69   (f) ADJ UNCH    1 2
 DU0415
 DU0415.Superseded values are not recommended for survey control.
 DU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0415.See file dsdata.txt to determine how the superseded data were derived.
 DU0415
 DU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC749110(NAD 83)
 DU0415_MARKER: DB = BENCH MARK DISK
 DU0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0415_STAMPING: H 21 1933
 DU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0415+STABILITY: SURFACE MOTION
 DU0415
 DU0415  HISTORY     - Date     Condition        Report By
 DU0415  HISTORY     - 1933     MONUMENTED       CGS
 DU0415  HISTORY     - 1948     GOOD             NGS
 DU0415  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0415
 DU0415                          STATION DESCRIPTION
 DU0415
 DU0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0415'13.1 MI NE FROM TORTILLA FLAT.
 DU0415'13.1 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0415'TORTILLA FLAT, 0.4 MILE SOUTH OF MILE POST 228, 300 FEET NORTHEAST OF
 DU0415'LEWIS-PENNEY CREEK, 50.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DU0415'AT A HIGHWAY MAINTENANCE STATION, NORTHEAST OF THE CORNER OF A
 DU0415'RESIDENCE YARD, ABOUT 1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN
 DU0415'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DU0415
 DU0415                          STATION RECOVERY (1980)
 DU0415
 DU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0415'SEARCHED FOR BUT NOT RECOVERED. NOTE-A CONCRETE POST WAS FOUND BROKEN
 DU0415'UP AT THIS LOCATION, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0602 ***********************************************************************
 ET0602  DESIGNATION -  H 22
 ET0602  PID         -  ET0602
 ET0602  STATE/COUNTY-  AZ/MOHAVE
 ET0602  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0602
 ET0602                         *CURRENT SURVEY CONTROL
 ET0602  ___________________________________________________________________
 ET0602* NAD 83(1986)-  34 32 53.     (N)    113 20 21.     (W)     SCALED    
 ET0602* NAVD 88     -       812.773  (meters)    2666.57   (feet)  POSTED    
 ET0602  ___________________________________________________________________
 ET0602  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0602  DYNAMIC HT  -         811.790 (meters)    2663.35  (feet)  COMP
 ET0602  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 ET0602
 ET0602  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0602
 ET0602.The horizontal coordinates were scaled from a topographic map and have
 ET0602.an estimated accuracy of +/- 6 seconds.
 ET0602
 ET0602.The orthometric height was determined by differential leveling
 ET0602.and adjusted in November 2005.
 ET0602.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0602.rate of 2.1 thru 3.0 mm/km.
 ET0602
 ET0602.The geoid height was determined by GEOID03.
 ET0602
 ET0602.The dynamic height is computed by dividing the NAVD 88
 ET0602.geopotential number by the normal gravity value computed on the
 ET0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0602.degrees latitude (g = 980.6199 gals.).
 ET0602
 ET0602.The modeled gravity was interpolated from observed gravity values.
 ET0602
 ET0602;                    North         East    Units  Estimated Accuracy
 ET0602;SPC AZ W     -   393,530.      251,070.      MT  (+/- 180 meters Scaled)
 ET0602
 ET0602                          SUPERSEDED SURVEY CONTROL
 ET0602
 ET0602  NGVD 29 (??/??/92)  812.051  (m)         2664.20   (f) ADJ UNCH    1 2
 ET0602
 ET0602.Superseded values are not recommended for survey control.
 ET0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0602.See file dsdata.txt to determine how the superseded data were derived.
 ET0602
 ET0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD853254(NAD 83)
 ET0602_MARKER: DD = SURVEY DISK
 ET0602_SETTING: 80 = SET IN A BOULDER
 ET0602_SP_SET: BOULDER
 ET0602_STAMPING: H 22 2665 1944
 ET0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0602+STABILITY: SURFACE MOTION
 ET0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0602+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0602
 ET0602  HISTORY     - Date     Condition        Report By
 ET0602  HISTORY     - 1944     MONUMENTED       USGS
 ET0602  HISTORY     - 1950     GOOD             NGS
 ET0602  HISTORY     - 20081130 GOOD             GEOCAC
 ET0602
 ET0602                          STATION DESCRIPTION
 ET0602
 ET0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0602'26.5 MI SE FROM WIKIEUP.
 ET0602'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0602'WIKIEUP, THENCE 19.1 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 25.9
 ET0602'MILES WEST OF BAGDAD, 0.8 MILE NORTHWEST OF THE JUNCTION OF A TRACK
 ET0602'ROAD LEADING EAST, IN THE APPROXIMATE CENTER OF A DEEP DRY WASH, IN
 ET0602'THE TOP OF A BENCH ON THE EAST EDGE OF A LARGE BOULDER, 52 FEET
 ET0602'NORTHWEST OF THE NORTHWEST EDGE OF A ROCK POINT ON THE EAST SIDE OF
 ET0602'THE ROAD AND AT THE INSIDE OF A CURVE, 9 FEET WEST OF THE CENTER LINE
 ET0602'OF THE ROAD, 4 1/2 FEET SOUTHEAST OF A 4-INCH LONE MESQUITE TREE,
 ET0602'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0602'LETTERS B.M.
 ET0602
 ET0602                          STATION RECOVERY (2008)
 ET0602
 ET0602'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0602'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0602'THE DESCRIPTION - THE PAINTED BM WAS NOT FOUND. HANDHELD COORDINATES
 ET0602'34 32 53.6 (N)   113 20 20.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0530 ***********************************************************************
 DV0530  DESIGNATION -  H 23
 DV0530  PID         -  DV0530
 DV0530  STATE/COUNTY-  AZ/MARICOPA
 DV0530  USGS QUAD   -  PHOENIX (1982)
 DV0530
 DV0530                         *CURRENT SURVEY CONTROL
 DV0530  ___________________________________________________________________
 DV0530* NAD 83(1986)-  33 26 43.     (N)    112 02 52.     (W)     SCALED    
 DV0530* NAVD 88     -       333.46   (+/-2cm)    1094.0    (feet)  VERTCON   
 DV0530  ___________________________________________________________________
 DV0530  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0530
 DV0530.The horizontal coordinates were scaled from a topographic map and have
 DV0530.an estimated accuracy of +/- 6 seconds.
 DV0530
 DV0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0530.The vertical order pertains to the NGVD 29 superseded value.
 DV0530
 DV0530.The geoid height was determined by GEOID03.
 DV0530
 DV0530;                    North         East    Units  Estimated Accuracy
 DV0530;SPC AZ C     -   271,140.      201,170.      MT  (+/- 180 meters Scaled)
 DV0530
 DV0530                          SUPERSEDED SURVEY CONTROL
 DV0530
 DV0530  NGVD 29 (??/??/92)  332.795  (m)         1091.84   (f) ADJ UNCH    2 0
 DV0530
 DV0530.Superseded values are not recommended for survey control.
 DV0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0530.See file dsdata.txt to determine how the superseded data were derived.
 DV0530
 DV0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC026011(NAD 83)
 DV0530_MARKER: DB = BENCH MARK DISK
 DV0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0530_STAMPING: 1091.838 H 23 1933
 DV0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0530+STABILITY: SURFACE MOTION
 DV0530
 DV0530  HISTORY     - Date     Condition        Report By
 DV0530  HISTORY     - 1933     MONUMENTED       CGS
 DV0530  HISTORY     - 1960     MARK NOT FOUND   DOD
 DV0530  HISTORY     - 20080326 MARK NOT FOUND   GEOCAC
 DV0530
 DV0530                          STATION DESCRIPTION
 DV0530
 DV0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0530'IN PHOENIX.
 DV0530'CONCRETE POST, AT EASTERLY CITY LIMITS OF PHOENIX, IN SOUTHEAST CORNER
 DV0530'OF EASTLAKE PARK, 500 FEET NORTH OF S.P. RAILROAD TRACK. NOTE-- MARK
 DV0530'IS ON THE WEST SIDE OF S. 16TH STREET WHICH IS NO LONGER THE CITY
 DV0530'LIMITS.  IT IS ABOUT 15 FEET WEST OF A DIRT WALK, 14 FEET NORTH OF A
 DV0530'ROW OF PALMS, AND PROJECTS 7 INCHES ABOVE GROUND.
 DV0530
 DV0530                          STATION RECOVERY (1960)
 DV0530
 DV0530'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1960
 DV0530'MARK NOT FOUND.
 DV0530
 DV0530                          STATION RECOVERY (2008)
 DV0530
 DV0530'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0530'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0530'MARK. MUCH HAS CHANGED SINCE 1933. SIXTEENTH STREET NOW CROSSES THE
 DV0530'RAILROAD VIA AN OVERPASS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0876 ***********************************************************************
 CZ0876  DESIGNATION -  H 23
 CZ0876  PID         -  CZ0876
 CZ0876  STATE/COUNTY-  AZ/PIMA
 CZ0876  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0876
 CZ0876                         *CURRENT SURVEY CONTROL
 CZ0876  ___________________________________________________________________
 CZ0876* NAD 83(1986)-  32 29 07.     (N)    111 49 13.     (W)     SCALED    
 CZ0876* NAVD 88     -       508.78   (+/-2cm)    1669.2    (feet)  VERTCON   
 CZ0876  ___________________________________________________________________
 CZ0876  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ0876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0876
 CZ0876.The horizontal coordinates were scaled from a topographic map and have
 CZ0876.an estimated accuracy of +/- 6 seconds.
 CZ0876
 CZ0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0876.The vertical order pertains to the NGVD 29 superseded value.
 CZ0876
 CZ0876.The geoid height was determined by GEOID03.
 CZ0876
 CZ0876;                    North         East    Units  Estimated Accuracy
 CZ0876;SPC AZ C     -   164,680.      222,420.      MT  (+/- 180 meters Scaled)
 CZ0876
 CZ0876                          SUPERSEDED SURVEY CONTROL
 CZ0876
 CZ0876  NGVD 29 (??/??/92)  508.210  (m)         1667.35   (f) ADJ UNCH    2 0
 CZ0876
 CZ0876.Superseded values are not recommended for survey control.
 CZ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0876.See file dsdata.txt to determine how the superseded data were derived.
 CZ0876
 CZ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA229945(NAD 83)
 CZ0876_MARKER: DD = SURVEY DISK
 CZ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0876_STAMPING: H 23 1667 1939
 CZ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0876+STABILITY: SURFACE MOTION
 CZ0876
 CZ0876  HISTORY     - Date     Condition        Report By
 CZ0876  HISTORY     - 1939     MONUMENTED       USGS
 CZ0876  HISTORY     - 1952     GOOD             NGS
 CZ0876
 CZ0876                          STATION DESCRIPTION
 CZ0876
 CZ0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0876'11.05 MI E FROM KOMELIH.
 CZ0876'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0876'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, ABOUT 225 YARDS DUE WEST
 CZ0876'OF A LINE GIANT SAGUARO, AT A LARGE WATER SOAKED BOTTOM LAND CLEARING
 CZ0876'SPOTTED WITH MESQUITE, AT THE T JUNCTION OF A VERY DIM TRACK ROAD
 CZ0876'WHICH LEADS SOUTH, 53 FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT
 CZ0876'LEVEL WITH THE MAIN ROAD, 4.5 FEET EAST OF A WITNESS POST, AND SET IN
 CZ0876'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0932 ***********************************************************************
 DV0932  DESIGNATION -  H 24
 DV0932  PID         -  DV0932
 DV0932  STATE/COUNTY-  AZ/MARICOPA
 DV0932  USGS QUAD   -  WICKENBURG SW (1965)
 DV0932
 DV0932                         *CURRENT SURVEY CONTROL
 DV0932  ___________________________________________________________________
 DV0932* NAD 83(1986)-  33 51 30.     (N)    112 37 51.     (W)     SCALED    
 DV0932* NAVD 88     -       596.710  (meters)    1957.71   (feet)  POSTED    
 DV0932  ___________________________________________________________________
 DV0932  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0932  DYNAMIC HT  -         595.990 (meters)    1955.34  (feet)  COMP
 DV0932  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 DV0932
 DV0932  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0932
 DV0932.The horizontal coordinates were scaled from a topographic map and have
 DV0932.an estimated accuracy of +/- 6 seconds.
 DV0932
 DV0932.The orthometric height was determined by differential leveling
 DV0932.and adjusted in November 2005.
 DV0932.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0932.was located on a no-check spur therefore a value was not computed.
 DV0932.No vertical observational check was made to the station.
 DV0932
 DV0932.The geoid height was determined by GEOID03.
 DV0932
 DV0932.The dynamic height is computed by dividing the NAVD 88
 DV0932.geopotential number by the normal gravity value computed on the
 DV0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0932.degrees latitude (g = 980.6199 gals.).
 DV0932
 DV0932.The modeled gravity was interpolated from observed gravity values.
 DV0932
 DV0932;                    North         East    Units  Estimated Accuracy
 DV0932;SPC AZ C     -   317,170.      147,280.      MT  (+/- 180 meters Scaled)
 DV0932
 DV0932                          SUPERSEDED SURVEY CONTROL
 DV0932
 DV0932  NGVD 29 (??/??/92)  596.160  (m)         1955.90   (f) ADJ UNCH    2 0
 DV0932
 DV0932.Superseded values are not recommended for survey control.
 DV0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0932.See file dsdata.txt to determine how the superseded data were derived.
 DV0932
 DV0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC491476(NAD 83)
 DV0932_MARKER: DB = BENCH MARK DISK
 DV0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0932_STAMPING: H 24 1933
 DV0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0932+STABILITY: SURFACE MOTION
 DV0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0932+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0932
 DV0932  HISTORY     - Date     Condition        Report By
 DV0932  HISTORY     - 1933     MONUMENTED       CGS
 DV0932  HISTORY     - 1939     GOOD             NGS
 DV0932  HISTORY     - 20080427 GOOD             GEOCAC
 DV0932
 DV0932                          STATION DESCRIPTION
 DV0932
 DV0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0932'0.6 MI W FROM HOT SPRINGS JUNCTION.
 DV0932'0.6 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM HOT
 DV0932'SPRINGS JUNCTION, MARICOPA COUNTY, 700 FEET NORTHWEST OF MILEPOST 150
 DV0932'AND A TRESTLE, AT A RIDGE NORTHWEST OF A WASH, AT THE SHOULDER OF A
 DV0932'BANK, AND 35 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A
 DV0932'STANDARD DISK, STAMPED H 24 1933 AND SET IN THE TOP OF A CONCRETE
 DV0932'POST.
 DV0932
 DV0932                          STATION RECOVERY (2008)
 DV0932
 DV0932'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0932'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0932'51.513' W112 37.845'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0874 ***********************************************************************
 CZ0874  DESIGNATION -  H 24
 CZ0874  PID         -  CZ0874
 CZ0874  STATE/COUNTY-  AZ/PIMA
 CZ0874  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0874
 CZ0874                         *CURRENT SURVEY CONTROL
 CZ0874  ___________________________________________________________________
 CZ0874* NAD 83(1986)-  32 28 16.     (N)    111 51 07.     (W)     SCALED    
 CZ0874* NAVD 88     -       522.57   (+/-2cm)    1714.5    (feet)  VERTCON   
 CZ0874  ___________________________________________________________________
 CZ0874  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0874
 CZ0874.The horizontal coordinates were scaled from a topographic map and have
 CZ0874.an estimated accuracy of +/- 6 seconds.
 CZ0874
 CZ0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0874.The vertical order pertains to the NGVD 29 superseded value.
 CZ0874
 CZ0874.The geoid height was determined by GEOID03.
 CZ0874
 CZ0874;                    North         East    Units  Estimated Accuracy
 CZ0874;SPC AZ C     -   163,110.      219,440.      MT  (+/- 180 meters Scaled)
 CZ0874
 CZ0874                          SUPERSEDED SURVEY CONTROL
 CZ0874
 CZ0874  NGVD 29 (??/??/92)  521.990  (m)         1712.56   (f) ADJ UNCH    2 0
 CZ0874
 CZ0874.Superseded values are not recommended for survey control.
 CZ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0874.See file dsdata.txt to determine how the superseded data were derived.
 CZ0874
 CZ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA199929(NAD 83)
 CZ0874_MARKER: DD = SURVEY DISK
 CZ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0874_STAMPING: H 24 1712 1939
 CZ0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0874+STABILITY: SURFACE MOTION
 CZ0874
 CZ0874  HISTORY     - Date     Condition        Report By
 CZ0874  HISTORY     - 1939     MONUMENTED       USGS
 CZ0874  HISTORY     - 1952     GOOD             NGS
 CZ0874
 CZ0874                          STATION DESCRIPTION
 CZ0874
 CZ0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0874'8.75 MI SE FROM KOMELIH.
 CZ0874'5.5 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0874'THENCE 3.2 MILES EAST ALONG A DIM TRACK ROAD, 1.2 MILES NORTHEAST OF A
 CZ0874'LONE HIGH ROUND MOUNTAIN, ABOUT 100 YARDS NORTH OF THE NORTH EDGE OF A
 CZ0874'LARGE MEADOW-LIKE CLEARING, 14 FEET NORTH OF THE CENTER LINE OF AND
 CZ0874'ABOUT LEVEL WITH THE ROAD, 2.2 FEET WEST OF A WITNESS POST, AND SET IN
 CZ0874'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0997 ***********************************************************************
 DV0997  DESIGNATION -  H 25
 DV0997  PID         -  DV0997
 DV0997  STATE/COUNTY-  AZ/MARICOPA
 DV0997  USGS QUAD   -  GLADDEN (1989)
 DV0997
 DV0997                         *CURRENT SURVEY CONTROL
 DV0997  ___________________________________________________________________
 DV0997* NAD 83(1986)-  33 54 44.     (N)    113 18 18.     (W)     SCALED    
 DV0997* NAVD 88     -       657.42   (+/-2cm)    2156.9    (feet)  VERTCON   
 DV0997  ___________________________________________________________________
 DV0997  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0997
 DV0997.The horizontal coordinates were scaled from a topographic map and have
 DV0997.an estimated accuracy of +/- 6 seconds.
 DV0997
 DV0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0997.The vertical order pertains to the NGVD 29 superseded value.
 DV0997
 DV0997.The geoid height was determined by GEOID03.
 DV0997
 DV0997;                    North         East    Units  Estimated Accuracy
 DV0997;SPC AZ C     -   323,790.       84,980.      MT  (+/- 180 meters Scaled)
 DV0997
 DV0997                          SUPERSEDED SURVEY CONTROL
 DV0997
 DV0997  NGVD 29 (??/??/92)  656.722  (m)         2154.60   (f) ADJ UNCH    2 0
 DV0997
 DV0997.Superseded values are not recommended for survey control.
 DV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0997.See file dsdata.txt to determine how the superseded data were derived.
 DV0997
 DV0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC868548(NAD 83)
 DV0997_MARKER: DB = BENCH MARK DISK
 DV0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0997_STAMPING: H 25 1933
 DV0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0997+STABILITY: SURFACE MOTION
 DV0997
 DV0997  HISTORY     - Date     Condition        Report By
 DV0997  HISTORY     - 1933     MONUMENTED       CGS
 DV0997  HISTORY     - 1934     GOOD             NGS
 DV0997
 DV0997                          STATION DESCRIPTION
 DV0997
 DV0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0997'7.8 MI W FROM AGUILA.
 DV0997'7.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0997'AGUILA, MARICOPA COUNTY, 1.1 MILES EAST OF THE SIDING AT GOLDEN, 100
 DV0997'FEET NORTHEAST OF MILEPOST 30, 85 FEET NORTH OF THE CENTERLINE OF THE
 DV0997'TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 DV0997'DISK, STAMPED H 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0508 ***********************************************************************
 FS0508  DESIGNATION -  H 253
 FS0508  PID         -  FS0508
 FS0508  STATE/COUNTY-  AZ/MOHAVE
 FS0508  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0508
 FS0508                         *CURRENT SURVEY CONTROL
 FS0508  ___________________________________________________________________
 FS0508* NAD 83(1986)-  35 29 24.     (N)    114 19 35.     (W)     SCALED    
 FS0508* NAVD 88     -       956.737  (meters)    3138.89   (feet)  ADJUSTED  
 FS0508  ___________________________________________________________________
 FS0508  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0508  DYNAMIC HT  -         955.634 (meters)    3135.28  (feet)  COMP
 FS0508  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 FS0508  OBS GRAVITY -     979,447.1   (mgal)                       GRAV_OBS
 FS0508
 FS0508  VERT ORDER  -  FIRST     CLASS I
 FS0508
 FS0508.The horizontal coordinates were scaled from a topographic map and have
 FS0508.an estimated accuracy of +/- 6 seconds.
 FS0508
 FS0508.The orthometric height was determined by differential leveling
 FS0508.and adjusted in June 1991.
 FS0508
 FS0508.The geoid height was determined by GEOID03.
 FS0508
 FS0508.The dynamic height is computed by dividing the NAVD 88
 FS0508.geopotential number by the normal gravity value computed on the
 FS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0508.degrees latitude (g = 980.6199 gals.).
 FS0508
 FS0508.The modeled gravity was interpolated from observed gravity values.
 FS0508.The observed gravity was obtained from relative gravimeter ties
 FS0508.to the IGSN71 gravity network.
 FS0508
 FS0508;                    North         East    Units  Estimated Accuracy
 FS0508;SPC AZ W     -   498,100.      161,060.      MT  (+/- 180 meters Scaled)
 FS0508
 FS0508                          SUPERSEDED SURVEY CONTROL
 FS0508
 FS0508  NGVD 29 (??/??/92)  955.938  (m)         3136.27   (f) ADJ UNCH    1 1
 FS0508
 FS0508.Superseded values are not recommended for survey control.
 FS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0508.See file dsdata.txt to determine how the superseded data were derived.
 FS0508
 FS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV425306(NAD 83)
 FS0508_MARKER: DB = BENCH MARK DISK
 FS0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0508_STAMPING: H 253 1940
 FS0508_MARK LOGO: CGS   
 FS0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0508+STABILITY: SURFACE MOTION
 FS0508
 FS0508  HISTORY     - Date     Condition        Report By
 FS0508  HISTORY     - 1940     MONUMENTED       CGS
 FS0508  HISTORY     - 1950     GOOD             NGS
 FS0508  HISTORY     - 1982     GOOD             NGS
 FS0508
 FS0508                          STATION DESCRIPTION
 FS0508
 FS0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0508'7.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0508'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0508'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 0.1 MILE WEST
 FS0508'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0508'68 YARDS SOUTHWEST OF A WELL, 42 1/2 FEET NORTHWEST OF POWER LINE
 FS0508'POLE 446, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 FS0508'7 1/2 FEET NORTHEAST OF A FENCE, 2.4 FEET EAST OF A WITNESS POST,
 FS0508'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 FS0508'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0508
 FS0508                          STATION RECOVERY (1982)
 FS0508
 FS0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0132 ***********************************************************************
 GQ0132  DESIGNATION -  H 254
 GQ0132  PID         -  GQ0132
 GQ0132  STATE/COUNTY-  AZ/MOHAVE
 GQ0132  USGS QUAD   -  GYP HILLS (1971)
 GQ0132
 GQ0132                         *CURRENT SURVEY CONTROL
 GQ0132  ___________________________________________________________________
 GQ0132* NAD 83(1986)-  36 20 26.     (N)    114 00 02.     (W)     SCALED    
 GQ0132* NAVD 88     -       524.587  (meters)    1721.08   (feet)  POSTED    
 GQ0132  ___________________________________________________________________
 GQ0132  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GQ0132  DYNAMIC HT  -         524.060 (meters)    1719.35  (feet)  COMP
 GQ0132  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 GQ0132
 GQ0132  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0132
 GQ0132.The horizontal coordinates were scaled from a topographic map and have
 GQ0132.an estimated accuracy of +/- 6 seconds.
 GQ0132
 GQ0132.The orthometric height was determined by differential leveling
 GQ0132.and adjusted by the  in 1992.
 GQ0132.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0132.rate of 0.0 thru 1.0 mm/km.
 GQ0132
 GQ0132.The geoid height was determined by GEOID03.
 GQ0132
 GQ0132.The dynamic height is computed by dividing the NAVD 88
 GQ0132.geopotential number by the normal gravity value computed on the
 GQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0132.degrees latitude (g = 980.6199 gals.).
 GQ0132
 GQ0132.The modeled gravity was interpolated from observed gravity values.
 GQ0132
 GQ0132;                    North         East    Units  Estimated Accuracy
 GQ0132;SPC AZ W     -   592,350.      190,870.      MT  (+/- 180 meters Scaled)
 GQ0132
 GQ0132                          SUPERSEDED SURVEY CONTROL
 GQ0132
 GQ0132  NGVD 29 (??/??/92)  523.897  (m)         1718.82   (f) ADJ UNCH    1 1
 GQ0132
 GQ0132.Superseded values are not recommended for survey control.
 GQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0132.See file dsdata.txt to determine how the superseded data were derived.
 GQ0132
 GQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA692259(NAD 83)
 GQ0132_MARKER: DB = BENCH MARK DISK
 GQ0132_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0132_SP_SET: CONGLOMERATE ROCK
 GQ0132_STAMPING: H 254 1941
 GQ0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0132+STABILITY: POSITION/ELEVATION WELL
 GQ0132
 GQ0132  HISTORY     - Date     Condition        Report By
 GQ0132  HISTORY     - 1941     MONUMENTED       CGS
 GQ0132  HISTORY     - 1950     GOOD             NGS
 GQ0132
 GQ0132                          STATION DESCRIPTION
 GQ0132
 GQ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0132'38.3 MI S FROM RIVERSIDE, NV.
 GQ0132'38.3 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0132'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, IN
 GQ0132'BLACK WASH, IN THE TOP OF A 64- BY 12-FOOT CONGLOMERATE ROCK, 26 1/2
 GQ0132'FEET SOUTH OF THE NORTH END, ABOUT 62 YARDS NORTHEAST OF THE CENTER
 GQ0132'LINE OF THE ROAD, 34 FEET WEST OF THE BASE OF THE EAST BANK OF THE
 GQ0132'WASH, 24 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE MAIN CHANNEL
 GQ0132'OF THE WASH, AND ABOUT 4 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0547 ***********************************************************************
 ET0547  DESIGNATION -  H 255
 ET0547  PID         -  ET0547
 ET0547  STATE/COUNTY-  AZ/YAVAPAI
 ET0547  USGS QUAD   -  SIMMONS (1979)
 ET0547
 ET0547                         *CURRENT SURVEY CONTROL
 ET0547  ___________________________________________________________________
 ET0547* NAD 83(1986)-  34 50 28.     (N)    112 38 54.     (W)     SCALED    
 ET0547* NAVD 88     -      1393.229  (meters)    4570.95   (feet)  POSTED    
 ET0547  ___________________________________________________________________
 ET0547  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0547  DYNAMIC HT  -        1391.400 (meters)    4564.95  (feet)  COMP
 ET0547  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 ET0547
 ET0547  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0547
 ET0547.The horizontal coordinates were scaled from a topographic map and have
 ET0547.an estimated accuracy of +/- 6 seconds.
 ET0547
 ET0547.The orthometric height was determined by differential leveling
 ET0547.and adjusted in November 2005.
 ET0547.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0547.rate of 0.0 thru 1.0 mm/km.
 ET0547
 ET0547.The geoid height was determined by GEOID03.
 ET0547
 ET0547.The dynamic height is computed by dividing the NAVD 88
 ET0547.geopotential number by the normal gravity value computed on the
 ET0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0547.degrees latitude (g = 980.6199 gals.).
 ET0547
 ET0547.The modeled gravity was interpolated from observed gravity values.
 ET0547
 ET0547;                    North         East    Units  Estimated Accuracy
 ET0547;SPC AZ C     -   426,190.      146,450.      MT  (+/- 180 meters Scaled)
 ET0547
 ET0547                          SUPERSEDED SURVEY CONTROL
 ET0547
 ET0547  NGVD 29 (??/??/92) 1392.425  (m)         4568.31   (f) ADJ UNCH    2 0
 ET0547
 ET0547.Superseded values are not recommended for survey control.
 ET0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0547.See file dsdata.txt to determine how the superseded data were derived.
 ET0547
 ET0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD492566(NAD 83)
 ET0547_MARKER: DB = BENCH MARK DISK
 ET0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0547_STAMPING: H 255 1941
 ET0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0547+STABILITY: SURFACE MOTION
 ET0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0547+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0547
 ET0547  HISTORY     - Date     Condition        Report By
 ET0547  HISTORY     - 1941     MONUMENTED       CGS
 ET0547  HISTORY     - 1974     GOOD             USGS
 ET0547  HISTORY     - 20080823 GOOD             GEOCAC
 ET0547
 ET0547                          STATION DESCRIPTION
 ET0547
 ET0547'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0547'2.0 MI NW FROM SIMMONS.
 ET0547'2.0 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0547'VALLEY WASH AT SIMMONS, TO POINT ON ROAD ABOUT 0.7 MI N OF THE
 ET0547'JUNCTION OF THE CAMP WOOD ROAD.  ABOUT 0.2 MI N OF A POWER LINE X-ING.
 ET0547'ABOUT 50 YARDS N OF A SMALL RISE IN THE ROAD.  45 FT W OF THE CENTER
 ET0547'LINE OF THE ROAD, AND ABOUT 0.9 FT LOWER THAN THE ROAD.  A STANDARD
 ET0547'USC AND GS DISK STAMPED H 255 1941 AND SET IN THE TOP OF A CONCRETE
 ET0547'POST PROJECTING 0.5 FT ABOVE GROUND.
 ET0547
 ET0547                          STATION RECOVERY (2008)
 ET0547
 ET0547'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0575 ***********************************************************************
 ET0575  DESIGNATION -  H 256
 ET0575  PID         -  ET0575
 ET0575  STATE/COUNTY-  AZ/YAVAPAI
 ET0575  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0575
 ET0575                         *CURRENT SURVEY CONTROL
 ET0575  ___________________________________________________________________
 ET0575* NAD 83(1986)-  34 52 33.     (N)    112 40 27.     (W)     SCALED    
 ET0575* NAVD 88     -      1423.33   (+/-2cm)    4669.7    (feet)  VERTCON   
 ET0575  ___________________________________________________________________
 ET0575  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ET0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0575
 ET0575.The horizontal coordinates were scaled from a topographic map and have
 ET0575.an estimated accuracy of +/- 6 seconds.
 ET0575
 ET0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0575.The vertical order pertains to the NGVD 29 superseded value.
 ET0575
 ET0575.The geoid height was determined by GEOID03.
 ET0575
 ET0575;                    North         East    Units  Estimated Accuracy
 ET0575;SPC AZ C     -   430,060.      144,110.      MT  (+/- 180 meters Scaled)
 ET0575
 ET0575                          SUPERSEDED SURVEY CONTROL
 ET0575
 ET0575  NGVD 29 (??/??/92) 1422.479  (m)         4666.92   (f) ADJ UNCH    2 0
 ET0575
 ET0575.Superseded values are not recommended for survey control.
 ET0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0575.See file dsdata.txt to determine how the superseded data were derived.
 ET0575
 ET0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD469605(NAD 83)
 ET0575_MARKER: DB = BENCH MARK DISK
 ET0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0575_STAMPING: H 256 1941
 ET0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0575+STABILITY: SURFACE MOTION
 ET0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0575+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 ET0575
 ET0575  HISTORY     - Date     Condition        Report By
 ET0575  HISTORY     - 1941     MONUMENTED       CGS
 ET0575  HISTORY     - 20080531 GOOD             GEOCAC
 ET0575
 ET0575                          STATION DESCRIPTION
 ET0575
 ET0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0575'5.1 MI NW FROM SIMMONS.
 ET0575'5.1 MILES NORTHWEST ALONG A COUNTY ROAD FROM THE CONCRETE BRIDGE OVER
 ET0575'HITT WASH AT SIMMONS, 1.0 MILE NORTHWEST OF THE INTERSECTION OF THE
 ET0575'ROAD LEADING TO PAULDEN, 1.0 MILE NORTH OF A CATTLE GUARD, 0.9 MILE
 ET0575'SOUTHWEST OF ANOTHER CATTLE GUARD, 51 FEET EAST OF THE CENTER LINE OF
 ET0575'THE ROAD, AT A SMALL CLEARING, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 ET0575'POST, 1 FOOT LOWER THAN THE ROAD. SET IN THE TOP OF A CONCRETE POST
 ET0575'PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
 ET0575
 ET0575                          STATION RECOVERY (2008)
 ET0575
 ET0575'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0269 ***********************************************************************
 FR0269  DESIGNATION -  H 257
 FR0269  PID         -  FR0269
 FR0269  STATE/COUNTY-  AZ/YAVAPAI
 FR0269  USGS QUAD   -  TURKEY CANYON (1973)
 FR0269
 FR0269                         *CURRENT SURVEY CONTROL
 FR0269  ___________________________________________________________________
 FR0269* NAD 83(1986)-  35 06 01.     (N)    112 52 35.     (W)     SCALED    
 FR0269* NAVD 88     -      1715.36   (+/-2cm)    5627.8    (feet)  VERTCON   
 FR0269  ___________________________________________________________________
 FR0269  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FR0269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0269
 FR0269.The horizontal coordinates were scaled from a topographic map and have
 FR0269.an estimated accuracy of +/- 6 seconds.
 FR0269
 FR0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0269.The vertical order pertains to the NGVD 29 superseded value.
 FR0269
 FR0269.The geoid height was determined by GEOID03.
 FR0269
 FR0269;                    North         East    Units  Estimated Accuracy
 FR0269;SPC AZ C     -   455,120.      125,860.      MT  (+/- 180 meters Scaled)
 FR0269
 FR0269                          SUPERSEDED SURVEY CONTROL
 FR0269
 FR0269  NGVD 29 (??/??/92) 1714.405  (m)         5624.68   (f) ADJ UNCH    2 0
 FR0269
 FR0269.Superseded values are not recommended for survey control.
 FR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0269.See file dsdata.txt to determine how the superseded data were derived.
 FR0269
 FR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD289857(NAD 83)
 FR0269_MARKER: DB = BENCH MARK DISK
 FR0269_SETTING: 66 = SET IN ROCK OUTCROP
 FR0269_SP_SET: LIMESTONE LEDGE
 FR0269_STAMPING: H 257 1941
 FR0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0269+STABILITY: POSITION/ELEVATION WELL
 FR0269
 FR0269  HISTORY     - Date     Condition        Report By
 FR0269  HISTORY     - 1941     MONUMENTED       CGS
 FR0269  HISTORY     - 1973     MARK NOT FOUND   USGS
 FR0269
 FR0269                          STATION DESCRIPTION
 FR0269
 FR0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0269'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0269'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0269'YAVAPAI COUNTY, THENCE ABOUT 13.6 MILES NORTH ALONG THE ROAD LEADING
 FR0269'TO SELIGMAN, ABUT 0.3 MILE NORTH OF THE SUMMIT OF A STEEP GRADE, ABOUT
 FR0269'0.3 MILE SOUTH OF AN IRON MINE, ABOUT 1/4 MILE SOUTH OF THE CROSSING
 FR0269'OF A WASH, ABOUT 120 FEET NORTH OF THE CENTER OF A DRAW, 31 FEET EAST
 FR0269'OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHEAST OF A PINON TREE, 26
 FR0269'FEET NORTH OF THE SOUTHWEST POINT OF A HILL, 2 FEET SOUTH OF A SMALL
 FR0269'PINE TREE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 FR0269'STAMPED H 257 1941 AND SET IN A LIMESTONE LEDGE.
 FR0269
 FR0269                          STATION RECOVERY (1973)
 FR0269
 FR0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0504 ***********************************************************************
 DV0504  DESIGNATION -  H 259
 DV0504  PID         -  DV0504
 DV0504  STATE/COUNTY-  AZ/MARICOPA
 DV0504  USGS QUAD   -  TOLLESON (1982)
 DV0504
 DV0504                         *CURRENT SURVEY CONTROL
 DV0504  ___________________________________________________________________
 DV0504* NAD 83(1986)-  33 29 53.     (N)    112 21 58.     (W)     SCALED    
 DV0504* NAVD 88     -       317.75   (+/-2cm)    1042.5    (feet)  VERTCON   
 DV0504  ___________________________________________________________________
 DV0504  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0504
 DV0504.The horizontal coordinates were scaled from a topographic map and have
 DV0504.an estimated accuracy of +/- 6 seconds.
 DV0504
 DV0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0504.The vertical order pertains to the NGVD 29 superseded value.
 DV0504
 DV0504.The geoid height was determined by GEOID03.
 DV0504
 DV0504;                    North         East    Units  Estimated Accuracy
 DV0504;SPC AZ C     -   277,080.      171,600.      MT  (+/- 180 meters Scaled)
 DV0504
 DV0504                          SUPERSEDED SURVEY CONTROL
 DV0504
 DV0504  NGVD 29 (??/??/92)  317.194  (m)         1040.66   (f) ADJ UNCH    2 0
 DV0504
 DV0504.Superseded values are not recommended for survey control.
 DV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0504.See file dsdata.txt to determine how the superseded data were derived.
 DV0504
 DV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC731073(NAD 83)
 DV0504_MARKER: DB = BENCH MARK DISK
 DV0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0504_STAMPING: H 259 1945
 DV0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0504+STABILITY: SURFACE MOTION
 DV0504
 DV0504  HISTORY     - Date     Condition        Report By
 DV0504  HISTORY     - 1945     MONUMENTED       CGS
 DV0504  HISTORY     - 1960     GOOD             NGS
 DV0504  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DV0504
 DV0504                          STATION DESCRIPTION
 DV0504
 DV0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0504'IN LITCHFIELD AIRPORT.
 DV0504'AT LITCHFIELD AIRPORT, MARICOPA COUNTY, SOUTHWEST OF THE HANGAR
 DV0504'(OCCUPIED IN MARCH 1945 BY WINGFOOT HOMES, INC.), 30 FEET NORTHWEST OF
 DV0504'THE WEST CORNER OF THE SOUTH FACE OF THE BUILDING, 1 FOOT SOUTH OF THE
 DV0504'SOUTH END OF THE HANGAR DOOR HOUSING, AND 1.7 FEET NORTH OF A WHITE
 DV0504'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 259 1945 AND SET IN
 DV0504'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 DV0504
 DV0504                          STATION RECOVERY (1960)
 DV0504
 DV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0504'RECOVERED IN GOOD CONDITION.
 DV0504
 DV0504                          STATION RECOVERY (2007)
 DV0504
 DV0504'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0504'THE DESCRIBED LOCATION IS NOW A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0429 ***********************************************************************
 ET0429  DESIGNATION -  H 26
 ET0429  PID         -  ET0429
 ET0429  STATE/COUNTY-  AZ/YAVAPAI
 ET0429  USGS QUAD   -  HILLSIDE (1969)
 ET0429
 ET0429                         *CURRENT SURVEY CONTROL
 ET0429  ___________________________________________________________________
 ET0429* NAD 83(1986)-  34 24 52.     (N)    112 55 11.     (W)     SCALED    
 ET0429* NAVD 88     -      1170.876  (meters)    3841.45   (feet)  POSTED    
 ET0429  ___________________________________________________________________
 ET0429  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 ET0429  DYNAMIC HT  -        1169.380 (meters)    3836.54  (feet)  COMP
 ET0429  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 ET0429
 ET0429  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0429
 ET0429.The horizontal coordinates were scaled from a topographic map and have
 ET0429.an estimated accuracy of +/- 6 seconds.
 ET0429
 ET0429.The orthometric height was determined by differential leveling
 ET0429.and adjusted in November 2005.
 ET0429.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0429.rate of 1.1 thru 2.0 mm/km.
 ET0429
 ET0429.The geoid height was determined by GEOID03.
 ET0429
 ET0429.The dynamic height is computed by dividing the NAVD 88
 ET0429.geopotential number by the normal gravity value computed on the
 ET0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0429.degrees latitude (g = 980.6199 gals.).
 ET0429
 ET0429.The modeled gravity was interpolated from observed gravity values.
 ET0429
 ET0429;                    North         East    Units  Estimated Accuracy
 ET0429;SPC AZ C     -   379,080.      121,150.      MT  (+/- 180 meters Scaled)
 ET0429
 ET0429                          SUPERSEDED SURVEY CONTROL
 ET0429
 ET0429  NGVD 29 (??/??/92) 1170.110  (m)         3838.94   (f) ADJ UNCH    2 0
 ET0429
 ET0429.Superseded values are not recommended for survey control.
 ET0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0429.See file dsdata.txt to determine how the superseded data were derived.
 ET0429
 ET0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD235097(NAD 83)
 ET0429_MARKER: DB = BENCH MARK DISK
 ET0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0429_STAMPING: H 26 1933
 ET0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0429+STABILITY: SURFACE MOTION
 ET0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0429+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0429
 ET0429  HISTORY     - Date     Condition        Report By
 ET0429  HISTORY     - 1933     MONUMENTED       CGS
 ET0429  HISTORY     - 20080803 GOOD             GEOCAC
 ET0429
 ET0429                          STATION DESCRIPTION
 ET0429
 ET0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0429'0.3 MI SW FROM HILLSIDE.
 ET0429'0.3 MILES SOUTHWEST OF DEPOT.  CONCRETE POST, 300 FEET NORTH OF
 ET0429'MILEPOST 102, 100 FEET NORTHWEST OF MAIN TRACK CENTER-LINE.
 ET0429
 ET0429                          STATION RECOVERY (2008)
 ET0429
 ET0429'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0429'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0429'24.877' W112 55.192'.
 ET0429' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0365 ***********************************************************************
 CZ0365  DESIGNATION -  H 260
 CZ0365  PID         -  CZ0365
 CZ0365  STATE/COUNTY-  AZ/PINAL
 CZ0365  USGS QUAD   -  RED ROCK (1993)
 CZ0365
 CZ0365                         *CURRENT SURVEY CONTROL
 CZ0365  ___________________________________________________________________
 CZ0365* NAD 83(1986)-  32 30 23.     (N)    111 18 57.     (W)     SCALED    
 CZ0365* NAVD 88     -       577.06   (+/-2cm)    1893.2    (feet)  VERTCON   
 CZ0365  ___________________________________________________________________
 CZ0365  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0365
 CZ0365.The horizontal coordinates were scaled from a topographic map and have
 CZ0365.an estimated accuracy of +/- 6 seconds.
 CZ0365
 CZ0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0365.The vertical order pertains to the NGVD 29 superseded value.
 CZ0365
 CZ0365.The geoid height was determined by GEOID03.
 CZ0365
 CZ0365;                    North         East    Units  Estimated Accuracy
 CZ0365;SPC AZ C     -   167,180.      269,820.      MT  (+/- 180 meters Scaled)
 CZ0365
 CZ0365                          SUPERSEDED SURVEY CONTROL
 CZ0365
 CZ0365  NGVD 29 (??/??/92)  576.577  (m)         1891.65   (f) ADJ UNCH    1 2
 CZ0365
 CZ0365.Superseded values are not recommended for survey control.
 CZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0365.See file dsdata.txt to determine how the superseded data were derived.
 CZ0365
 CZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA703966(NAD 83)
 CZ0365_MARKER: DB = BENCH MARK DISK
 CZ0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0365_SP_SET: CONCRETE BASE
 CZ0365_STAMPING: H 260 1945
 CZ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0365
 CZ0365  HISTORY     - Date     Condition        Report By
 CZ0365  HISTORY     - 1945     MONUMENTED       CGS
 CZ0365  HISTORY     - 1976     GOOD             USGS
 CZ0365
 CZ0365                          STATION DESCRIPTION
 CZ0365
 CZ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0365'IN MARANA AIRPORT.
 CZ0365'AT MARANA AIRPORT, PINAL COUNTY, AT THE SOUTHEAST END OF THE
 CZ0365'SOUTHEASTERNMOST HANGAR, AT THE CENTERLINE OF THE CONCRETE BASE OF THE
 CZ0365'DOORS, 3.3 FEET SOUTHEAST OF THE NORTHWESTERN DOOR RAIL, AND IN THE
 CZ0365'TOP OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED H 260 1945.
 CZ0365
 CZ0365                          STATION RECOVERY (1976)
 CZ0365
 CZ0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CZ0365'AT MARANA AIR PARK, PINAL COUNTY, AT THE SE END OF THE SE MOST
 CZ0365'HANGAR, AT THE CENTERLINE OF THE CONC. BASE OF THE DOORS, 3.3 FT. SE
 CZ0365'OF THE NW DOOR RAIL, IN THE TOP OF THE CONC. BASE. STD. DISK STAMPED
 CZ0365'H 260 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0150 ***********************************************************************
 CF0150  DESIGNATION -  H 261
 CF0150  PID         -  CF0150
 CF0150  STATE/COUNTY-  AZ/COCHISE
 CF0150  USGS QUAD   -  DOUGLAS (1978)
 CF0150
 CF0150                         *CURRENT SURVEY CONTROL
 CF0150  ___________________________________________________________________
 CF0150* NAD 83(1986)-  31 20 41.     (N)    109 30 40.     (W)     SCALED    
 CF0150* NAVD 88     -      1260.96   (+/-2cm)    4137.0    (feet)  VERTCON   
 CF0150  ___________________________________________________________________
 CF0150  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0150
 CF0150.The horizontal coordinates were scaled from a topographic map and have
 CF0150.an estimated accuracy of +/- 6 seconds.
 CF0150
 CF0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0150.The vertical order pertains to the NGVD 29 superseded value.
 CF0150
 CF0150.The geoid height was determined by GEOID03.
 CF0150
 CF0150;                    North         East    Units  Estimated Accuracy
 CF0150;SPC AZ E     -    38,400.      275,740.      MT  (+/- 180 meters Scaled)
 CF0150
 CF0150                          SUPERSEDED SURVEY CONTROL
 CF0150
 CF0150  NGVD 29 (??/??/92) 1260.148  (m)         4134.34   (f) ADJ UNCH    2 0
 CF0150
 CF0150.Superseded values are not recommended for survey control.
 CF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0150.See file dsdata.txt to determine how the superseded data were derived.
 CF0150
 CF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV416687(NAD 83)
 CF0150_MARKER: DB = BENCH MARK DISK
 CF0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0150_SP_SET: CONCRETE BASE
 CF0150_STAMPING: H 261 1945
 CF0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0150
 CF0150  HISTORY     - Date     Condition        Report By
 CF0150  HISTORY     - 1945     MONUMENTED       CGS
 CF0150  HISTORY     - 1980     POOR             NGS
 CF0150
 CF0150                          STATION DESCRIPTION
 CF0150
 CF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CF0150'IN DOUGLAS INTERNATL AIRPORT.
 CF0150'AT DOUGLAS INTERNATIONAL AIRPORT, SET AT THE SOUTHWEST CORNER OF THE
 CF0150'HANGAR, IN THE SOUTH END OF THE WEST CONCRETE BASE OF THE HANGAR DOOR
 CF0150'BRACE, 19.8 FEET WEST OF THE SOUTHWEST CORNER OF THE HANGAR, 1.2 FEET
 CF0150'ABOVE THE GROUND, AND 1.0 FOOT NORTH OF THE SOUTH END OF THE BASE.  A
 CF0150'BRONZE BENCH MARK DISK CEMENTED IN A DRILL HOLE.
 CF0150
 CF0150                          STATION RECOVERY (1980)
 CF0150
 CF0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0150'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0044 ***********************************************************************
 ET0044  DESIGNATION -  H 262 RESET
 ET0044  PID         -  ET0044
 ET0044  STATE/COUNTY-  AZ/YAVAPAI
 ET0044  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0044
 ET0044                         *CURRENT SURVEY CONTROL
 ET0044  ___________________________________________________________________
 ET0044* NAD 83(1986)-  34 38 59.     (N)    112 25 39.     (W)     SCALED    
 ET0044* NAVD 88     -      1529.24   (+/-2cm)    5017.2    (feet)  VERTCON   
 ET0044  ___________________________________________________________________
 ET0044  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0044  VERT ORDER  -  THIRD (See Below)
 ET0044
 ET0044.This mark is at Ernest A Love Field Airport (PRC)
 ET0044
 ET0044.The horizontal coordinates were scaled from a topographic map and have
 ET0044.an estimated accuracy of +/- 6 seconds.
 ET0044
 ET0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0044.The vertical order pertains to the NGVD 29 superseded value.
 ET0044
 ET0044.The geoid height was determined by GEOID03.
 ET0044
 ET0044;                    North         East    Units  Estimated Accuracy
 ET0044;SPC AZ C     -   404,840.      166,530.      MT  (+/- 180 meters Scaled)
 ET0044
 ET0044                          SUPERSEDED SURVEY CONTROL
 ET0044
 ET0044  NGVD 29 (03/28/06) 1528.37   (m)         5014.3    (f) RESET       3  
 ET0044
 ET0044.Superseded values are not recommended for survey control.
 ET0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0044.See file dsdata.txt to determine how the superseded data were derived.
 ET0044
 ET0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD691351(NAD 83)
 ET0044_MARKER: DB = BENCH MARK DISK
 ET0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0044_SP_SET: TRAFFIC ISLAND
 ET0044_STAMPING: H 262 RESET 1972
 ET0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0044
 ET0044  HISTORY     - Date     Condition        Report By
 ET0044  HISTORY     - 1972     MONUMENTED       NGS
 ET0044
 ET0044                          STATION DESCRIPTION
 ET0044
 ET0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ET0044'IN PRESCOTT.
 ET0044'AT THE ERNEST A. LOVE AIRPORT AT PRESCOTT, SET IN A DRILL DRILL HOLE
 ET0044'ALONG THE WEST SIDE OF THE SMALL TRAFFIC ISLAND IN FRONT OF THE
 ET0044'TERMINAL BUILDING, 50 FEET WEST OF THE DOOR TO THE BUILDING, 12 FEET
 ET0044'EAST OF THE CENTER OF THE ROAD ALONG THE EAST SIDE OF THE ISLAND AND 1
 ET0044'FOOT WEST OF A LAMP POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE3926 ***********************************************************************
 AE3926  DESIGNATION -  H 262 RESET
 AE3926  PID         -  AE3926
 AE3926  STATE/COUNTY-  AZ/YAVAPAI
 AE3926  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 AE3926
 AE3926                         *CURRENT SURVEY CONTROL
 AE3926  ___________________________________________________________________
 AE3926* NAD 83(2007)-  34 38 58.86685(N)    112 25 38.30248(W)     ADJUSTED  
 AE3926* NAVD 88     -      1528.4    (meters)    5014.     (feet)  GPS OBS   
 AE3926  ___________________________________________________________________
 AE3926  EPOCH DATE  -        2007.00
 AE3926  X           -  -2,004,403.655 (meters)                     COMP
 AE3926  Y           -  -4,856,477.073 (meters)                     COMP
 AE3926  Z           -   3,606,818.351 (meters)                     COMP
 AE3926  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 AE3926  ELLIP HEIGHT-        1502.211 (meters)          (02/10/07) ADJUSTED
 AE3926  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AE3926
 AE3926  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE3926  Type    PID    Designation                      North   East  Ellip
 AE3926  -------------------------------------------------------------------
 AE3926  NETWORK AE3926 H 262 RESET                       1.31   1.22   2.94
 AE3926  -------------------------------------------------------------------
 AE3926
 AE3926.The horizontal coordinates were established by GPS observations
 AE3926.and adjusted by the National Geodetic Survey in February 2007.
 AE3926
 AE3926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE3926.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE3926.The horizontal coordinates are valid at the epoch date displayed above.
 AE3926.The epoch date for horizontal control is a decimal equivalence
 AE3926.of Year/Month/Day.
 AE3926
 AE3926.The orthometric height was determined by GPS observations and a
 AE3926.high-resolution geoid model.
 AE3926
 AE3926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3926
 AE3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3926
 AE3926.The ellipsoidal height was determined by GPS observations
 AE3926.and is referenced to NAD 83.
 AE3926
 AE3926.The geoid height was determined by GEOID03.
 AE3926
 AE3926;                    North         East     Units Scale Factor Converg.
 AE3926;SPC AZ C     -   404,833.699   166,551.312   MT  0.99992700   -0 17 25.2
 AE3926;SPC AZ C     - 1,328,194.55    546,428.19   iFT  0.99992700   -0 17 25.2
 AE3926;UTM  12      - 3,835,122.024   369,198.477   MT  0.99981088   -0 48 41.8
 AE3926
 AE3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3926!SPC AZ C     -   0.99976425  x   0.99992700  =   0.99969127
 AE3926!UTM  12      -   0.99976425  x   0.99981088  =   0.99957517
 AE3926
 AE3926:                Primary Azimuth Mark                     Grid Az
 AE3926:SPC AZ C     -  PRC B                                    097 22 25.8
 AE3926:UTM  12      -  PRC B                                    097 53 42.4
 AE3926
 AE3926|---------------------------------------------------------------------|
 AE3926| PID    Reference Object                     Distance      Geod. Az  |
 AE3926|                                                           dddmmss.s |
 AE3926| AC6824 PRC B                               426.674 METERS 0970500.6 |
 AE3926|---------------------------------------------------------------------|
 AE3926
 AE3926                          SUPERSEDED SURVEY CONTROL
 AE3926
 AE3926  ELLIP H (08/22/01) 1502.232  (m)                       GP(       ) 4 2
 AE3926  NAD 83(1992)-  34 38 58.86659(N)    112 25 38.30207(W) AD(       ) 3
 AE3926  ELLIP H (10/09/97) 1502.279  (m)                       GP(       ) 4 2
 AE3926
 AE3926.Superseded values are not recommended for survey control.
 AE3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3926.See file dsdata.txt to determine how the superseded data were derived.
 AE3926
 AE3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6919835122(NAD 83)
 AE3926_MARKER: DV = VERTICAL CONTROL DISK
 AE3926_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE3926_SP_SET: SIDEWALK
 AE3926_STAMPING: H 262 RESET 1981
 AE3926_MARK LOGO: NGS   
 AE3926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3926+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2000
 AE3926
 AE3926  HISTORY     - Date     Condition        Report By
 AE3926  HISTORY     - 1981     MONUMENTED       NGS
 AE3926  HISTORY     - 19970430 GOOD             NGS
 AE3926  HISTORY     - 20000328 GOOD             NGS
 AE3926
 AE3926                          STATION DESCRIPTION
 AE3926
 AE3926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3926'RECOVERED IN SAME LOCATION AS PREVIOUS RESET.
 AE3926
 AE3926                          STATION RECOVERY (2000)
 AE3926
 AE3926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 AE3926'STATION IS AT PRESCOTT MUNICIPAL AIRPORT TERMINAL, 0.5 MI NE ALONG
 AE3926'MACCURDY DRIVE FROM AZ RTE 89 (FORMER US 89), AT WEST EDGE OF SIDEWALK
 AE3926'MIDWAY BETWEEN ENDS OF HEDGES TO NW AND SW.  ADJACENT GRAVITY STATION
 AE3926'PRESCOTT IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0720 ***********************************************************************
 DV0720  DESIGNATION -  H 264
 DV0720  PID         -  DV0720
 DV0720  STATE/COUNTY-  AZ/MARICOPA
 DV0720  USGS QUAD   -  BUCKEYE NW (1982)
 DV0720
 DV0720                         *CURRENT SURVEY CONTROL
 DV0720  ___________________________________________________________________
 DV0720* NAD 83(2007)-  33 27 05.75153(N)    112 38 14.09985(W)     ADJUSTED  
 DV0720* NAVD 88     -       350.634  (meters)    1150.37   (feet)  ADJUSTED  
 DV0720  ___________________________________________________________________
 DV0720  EPOCH DATE  -        2007.00
 DV0720  X           -  -2,050,452.701 (meters)                     COMP
 DV0720  Y           -  -4,916,883.742 (meters)                     COMP
 DV0720  Z           -   3,496,032.820 (meters)                     COMP
 DV0720  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DV0720  ELLIP HEIGHT-         320.111 (meters)          (02/10/07) ADJUSTED
 DV0720  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0720  DYNAMIC HT  -         350.232 (meters)    1149.05  (feet)  COMP
 DV0720
 DV0720  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0720  Type    PID    Designation                      North   East  Ellip
 DV0720  -------------------------------------------------------------------
 DV0720  NETWORK DV0720 H 264                             0.86   0.78   1.27
 DV0720  -------------------------------------------------------------------
 DV0720  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV0720
 DV0720  VERT ORDER  -  FIRST     CLASS II
 DV0720
 DV0720.The horizontal coordinates were established by GPS observations
 DV0720.and adjusted by the National Geodetic Survey in February 2007.
 DV0720
 DV0720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0720.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0720.The horizontal coordinates are valid at the epoch date displayed above.
 DV0720.The epoch date for horizontal control is a decimal equivalence
 DV0720.of Year/Month/Day.
 DV0720
 DV0720.The orthometric height was determined by differential leveling
 DV0720.and adjusted in June 1991.
 DV0720
 DV0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0720
 DV0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0720
 DV0720.The ellipsoidal height was determined by GPS observations
 DV0720.and is referenced to NAD 83.
 DV0720
 DV0720.The geoid height was determined by GEOID03.
 DV0720
 DV0720.The dynamic height is computed by dividing the NAVD 88
 DV0720.geopotential number by the normal gravity value computed on the
 DV0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0720.degrees latitude (g = 980.6199 gals.).
 DV0720
 DV0720.The modeled gravity was interpolated from observed gravity values.
 DV0720
 DV0720;                    North         East     Units Scale Factor Converg.
 DV0720;SPC AZ C     -   272,064.758   146,370.328   MT  0.99995531   -0 23 50.0
 DV0720;SPC AZ C     -   892,600.91    480,217.61   iFT  0.99995531   -0 23 50.0
 DV0720;UTM  12      - 3,702,551.579   347,830.652   MT  0.99988548   -0 54 09.6
 DV0720
 DV0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0720!SPC AZ C     -   0.99994975  x   0.99995531  =   0.99990506
 DV0720!UTM  12      -   0.99994975  x   0.99988548  =   0.99983523
 DV0720
 DV0720                          SUPERSEDED SURVEY CONTROL
 DV0720
 DV0720  NAD 83(1992)-  33 27 05.75067(N)    112 38 14.09943(W) AD(       ) B
 DV0720  ELLIP H (04/12/01)  320.153  (m)                       GP(       ) 3 2
 DV0720  NAVD 88 (04/12/01)  350.63   (m)         1150.4    (f) LEVELING    3  
 DV0720  NGVD 29 (??/??/92)  349.990  (m)         1148.26   (f) ADJ UNCH    1 2
 DV0720
 DV0720.Superseded values are not recommended for survey control.
 DV0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0720.See file dsdata.txt to determine how the superseded data were derived.
 DV0720
 DV0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4783102552(NAD 83)
 DV0720_MARKER: DB = BENCH MARK DISK
 DV0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0720_STAMPING: H 264 1947
 DV0720_MARK LOGO: CGS   
 DV0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0720+STABILITY: SURFACE MOTION
 DV0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0720+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 DV0720
 DV0720  HISTORY     - Date     Condition        Report By
 DV0720  HISTORY     - 1947     MONUMENTED       CGS
 DV0720  HISTORY     - 1967     GOOD             NGS
 DV0720  HISTORY     - 1981     GOOD             NGS
 DV0720  HISTORY     - 20000310 GOOD             MCDOT
 DV0720  HISTORY     - 20010417 GOOD             MCDOT
 DV0720  HISTORY     - 20061101 GOOD             EVANS
 DV0720  HISTORY     - 20080407 GOOD             GEOCAC
 DV0720
 DV0720                          STATION DESCRIPTION
 DV0720
 DV0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0720'7.05 MI NW FROM BUCKEYE.
 DV0720'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0720'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 2.95 MILES
 DV0720'NORTHWEST ALONG YUMA ROAD, IN S 2, T 1 N, R 4 W, 41 FEET SOUTH OF THE
 DV0720'CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DV0720'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0720'POST PROJECTING 6 INCHES.
 DV0720
 DV0720                          STATION RECOVERY (1981)
 DV0720
 DV0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0720'RECOVERED IN GOOD CONDITION.
 DV0720
 DV0720                          STATION RECOVERY (2000)
 DV0720
 DV0720'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0720'RECOVERED AS DESCRIBED.
 DV0720
 DV0720                          STATION RECOVERY (2001)
 DV0720
 DV0720'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0720'MONUMENT IS PARTIALY EXPOSED, THOUGH APPEARS SOLID.FROM JUNCT. OF
 DV0720'MCDOWELL + PALO VERDE RDS. GO .2 MILES E TO BEND IN RD. THENCE.2MILE S
 DV0720'TO ANOTHER BEND IN RD. THENCE 2.1MILE SE TO BM H264
 DV0720'USC+G BC SET IN CONC. PEDESTAL EXPOSED BUT APPEARS SOLID, W/ WOOD
 DV0720'WITNESS POST + METAL SURVEY MARKER SIGN
 DV0720' 
 DV0720' 
 DV0720
 DV0720                          STATION RECOVERY (2006)
 DV0720
 DV0720'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 DV0720'RECOVERED AS DESCRIBED.
 DV0720
 DV0720                          STATION RECOVERY (2008)
 DV0720
 DV0720'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0107 ***********************************************************************
 DV0107  DESIGNATION -  H 265
 DV0107  PID         -  DV0107
 DV0107  STATE/COUNTY-  AZ/MARICOPA
 DV0107  USGS QUAD   -  WADDELL (1975)
 DV0107
 DV0107                         *CURRENT SURVEY CONTROL
 DV0107  ___________________________________________________________________
 DV0107* NAD 83(1986)-  33 32 13.     (N)    112 28 12.     (W)     SCALED    
 DV0107* NAVD 88     -       365.211  (meters)    1198.20   (feet)  ADJUSTED  
 DV0107  ___________________________________________________________________
 DV0107  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV0107  DYNAMIC HT  -         364.791 (meters)    1196.82  (feet)  COMP
 DV0107  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 DV0107
 DV0107  VERT ORDER  -  FIRST     CLASS II
 DV0107
 DV0107.The horizontal coordinates were scaled from a topographic map and have
 DV0107.an estimated accuracy of +/- 6 seconds.
 DV0107
 DV0107.The orthometric height was determined by differential leveling
 DV0107.and adjusted in June 1991.
 DV0107
 DV0107.The geoid height was determined by GEOID03.
 DV0107
 DV0107.The dynamic height is computed by dividing the NAVD 88
 DV0107.geopotential number by the normal gravity value computed on the
 DV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0107.degrees latitude (g = 980.6199 gals.).
 DV0107
 DV0107.The modeled gravity was interpolated from observed gravity values.
 DV0107
 DV0107;                    North         East    Units  Estimated Accuracy
 DV0107;SPC AZ C     -   281,440.      161,970.      MT  (+/- 180 meters Scaled)
 DV0107
 DV0107                          SUPERSEDED SURVEY CONTROL
 DV0107
 DV0107  NGVD 29 (??/??/92)  364.945  (m)         1197.32   (f) ADJ UNCH    1 2
 DV0107
 DV0107.Superseded values are not recommended for survey control.
 DV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0107.See file dsdata.txt to determine how the superseded data were derived.
 DV0107
 DV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC635117(NAD 83)
 DV0107_MARKER: DB = BENCH MARK DISK
 DV0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0107_SP_SET: FOUNDATION
 DV0107_STAMPING: H 265 1948
 DV0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0107+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0107
 DV0107  HISTORY     - Date     Condition        Report By
 DV0107  HISTORY     - 1948     MONUMENTED       CGS
 DV0107  HISTORY     - 1967     GOOD             NGS
 DV0107  HISTORY     - 1981     GOOD             NGS
 DV0107  HISTORY     - 20020905 GOOD             MCDOT
 DV0107  HISTORY     - 20080131 GOOD             INDIV
 DV0107  HISTORY     - 20080427 GOOD             GEOCAC
 DV0107
 DV0107                          STATION DESCRIPTION
 DV0107
 DV0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0107'13.5 MI NW FROM GOODYEAR.
 DV0107'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0107'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0107'ALONG WEST INDIAN SCHOOL ROAD, THENCE 3.0 MILES NORTH ALONG CANAL ROAD
 DV0107'WHICH PARALLELS THE EAST SIDE OF THE BEARDSLEY CANAL, IN SECTION 9, T
 DV0107'2 N, R 2 W, AT THE JUNCTION OF CANAL ROAD AND A DIRT ROAD, 17 FEET
 DV0107'WEST OF THE CENTER LINE OF CANAL ROAD, 28 FEET SOUTH OF THE EXTENDED
 DV0107'CENTER LINE OF THE DIRT ROAD, SET IN THE TOP OF THE EAST PORTION OF
 DV0107'THE CONCRETE FOUNDATION FOR IRRIGATION GATE NUMBER 11, 3.6 FEET WEST
 DV0107'OF THE CONCRETE HEAD WALL OF A CULVERT UNDER CANAL ROAD, 4 FEET EAST
 DV0107'OF THE CENTER LINE OF THE CANAL, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 DV0107'THE ROADS.  NOTE-- THE MARK IS PARTIALLY COVERED BY A METAL WALKWAY
 DV0107'OVER THE CANAL.
 DV0107
 DV0107                          STATION RECOVERY (1981)
 DV0107
 DV0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0107'RECOVERED IN GOOD CONDITION.
 DV0107
 DV0107                          STATION RECOVERY (2002)
 DV0107
 DV0107'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0107'FOUND GOOD CONDITION. POSSIBLE SUBSIDENCE OF +- 0.61 FT. UNKNOWN
 DV0107'WITHOUT FURTHER VERIFICATION.
 DV0107
 DV0107                          STATION RECOVERY (2008)
 DV0107
 DV0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BJU)
 DV0107'FOUND GOOD CONDITION. SUBSIDENCE OF +/- 0.60FT
 DV0107
 DV0107                          STATION RECOVERY (2008)
 DV0107
 DV0107'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0107'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0107'32.223' W112 28.193'. AS PER THE 1967 RECOVERY NOTE, THE MARK IS
 DV0107'PARTIALLY COVERED BY A METAL WALKWAY BUT THIS DOES NOT AFFECT THE
 DV0107'MARK'S USABILITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1099 ***********************************************************************
 DU1099  DESIGNATION -  H 268
 DU1099  PID         -  DU1099
 DU1099  STATE/COUNTY-  AZ/MARICOPA
 DU1099  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1099
 DU1099                         *CURRENT SURVEY CONTROL
 DU1099  ___________________________________________________________________
 DU1099* NAD 83(1986)-  33 31 26.     (N)    111 57 38.     (W)     SCALED    
 DU1099* NAVD 88     -       431.975  (meters)    1417.24   (feet)  ADJUSTED  
 DU1099  ___________________________________________________________________
 DU1099  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1099  DYNAMIC HT  -         431.472 (meters)    1415.59  (feet)  COMP
 DU1099  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 DU1099
 DU1099  VERT ORDER  -  FIRST     CLASS II
 DU1099
 DU1099.The horizontal coordinates were scaled from a topographic map and have
 DU1099.an estimated accuracy of +/- 6 seconds.
 DU1099
 DU1099.The orthometric height was determined by differential leveling
 DU1099.and adjusted in June 1991.
 DU1099
 DU1099.The geoid height was determined by GEOID03.
 DU1099
 DU1099.The dynamic height is computed by dividing the NAVD 88
 DU1099.geopotential number by the normal gravity value computed on the
 DU1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1099.degrees latitude (g = 980.6199 gals.).
 DU1099
 DU1099.The modeled gravity was interpolated from observed gravity values.
 DU1099
 DU1099;                    North         East    Units  Estimated Accuracy
 DU1099;SPC AZ C     -   279,850.      209,280.      MT  (+/- 180 meters Scaled)
 DU1099
 DU1099                          SUPERSEDED SURVEY CONTROL
 DU1099
 DU1099  NGVD 29 (??/??/92)  431.388  (m)         1415.31   (f) ADJ UNCH    1 2
 DU1099
 DU1099.Superseded values are not recommended for survey control.
 DU1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1099.See file dsdata.txt to determine how the superseded data were derived.
 DU1099
 DU1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC108097(NAD 83)
 DU1099_MARKER: DB = BENCH MARK DISK
 DU1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1099_STAMPING: H 268 1948
 DU1099_MARK LOGO: CGS   
 DU1099_PROJECTION: FLUSH
 DU1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1099+STABILITY: SURFACE MOTION
 DU1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1099+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 DU1099
 DU1099  HISTORY     - Date     Condition        Report By
 DU1099  HISTORY     - 1948     MONUMENTED       CGS
 DU1099  HISTORY     - 1967     GOOD             NGS
 DU1099  HISTORY     - 1981     GOOD             NGS
 DU1099  HISTORY     - 1984     GOOD             AZDT
 DU1099  HISTORY     - 19980321 GOOD             USPSQD
 DU1099  HISTORY     - 20051205 GOOD             USPSQD
 DU1099  HISTORY     - 20090301 GOOD             GEOCAC
 DU1099
 DU1099                          STATION DESCRIPTION
 DU1099
 DU1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1099'4.5 MI NW FROM SCOTTSDALE.
 DU1099'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1099'AT SCOTTSDALE, THENCE 2.0 MILES WEST ALONG MACDONALD DRIVE, 49 1/2
 DU1099'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF MACDONALD DRIVE AND
 DU1099'NORTH 56TH STREET, 39 FEET NORTH OF THE CENTER LINE OF MACDONALD
 DU1099'DRIVE, 32 FEET EAST OF THE CENTER LINE OF NORTH 56TH STREET, 3 FEET
 DU1099'NORTHWEST OF A 6-INCH PIPE FENCE CORNER POST, 1 FOOT WEST OF A FENCE,
 DU1099'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVE, AND
 DU1099'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 DU1099
 DU1099                          STATION RECOVERY (1981)
 DU1099
 DU1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1099'1.3 KM 0.85 MI) SOUTH ALONG HAYDEN ROAD FROM THE CROSSING OF THE
 DU1099'ARIZONA CANAL AT SCOTTSDALE, THENCE 4.8 KM (3.0 MI) WEST ALONG
 DU1099'MCDONALD DRIVE, AT THE NORTHEAST CORNER OF THE T JUNCTION OF NORTH
 DU1099'56TH STREET, 11.9 METERS (39 FT) NORTH OF THE CENTERLINE OF THE DRIVE,
 DU1099'9.7 METERS (32 FT) EAST OF THE CENTERLINE OF THE STREET.
 DU1099'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DU1099'THE MARK IS 0.3 M BELOW THE DRIVE.
 DU1099
 DU1099                          STATION RECOVERY (1984)
 DU1099
 DU1099'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1099'RECOVERED IN GOOD CONDITION.
 DU1099
 DU1099                          STATION RECOVERY (1998)
 DU1099
 DU1099'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1099'RECOVERED IN GOOD CONDITION.
 DU1099
 DU1099                          STATION RECOVERY (2005)
 DU1099
 DU1099'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DU1099'RECOVERED AS DESCRIBED
 DU1099
 DU1099                          STATION RECOVERY (2009)
 DU1099
 DU1099'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DU1099'HH2 (NAD 83) 33 31 26.0 (N)  111 57 37.3 (W)
 DU1099'HOWEVER, THE SITE IS ONLY MARGINALLY SUITABLE FOR GPS RECEPTION, BEING
 DU1099'NOT FAR FROM THE
 DU1099'NORTHERN BASE OF CAMELBACK MOUNTAIN, AND ENCROACHED ON FROM THE NORTH
 DU1099'BY BUSHES ABOUT
 DU1099'12 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0652 ***********************************************************************
 DU0652  DESIGNATION -  H 269
 DU0652  PID         -  DU0652
 DU0652  STATE/COUNTY-  AZ/MARICOPA
 DU0652  USGS QUAD   -  BUCKHORN (1982)
 DU0652
 DU0652                         *CURRENT SURVEY CONTROL
 DU0652  ___________________________________________________________________
 DU0652* NAD 83(1986)-  33 27 06.     (N)    111 41 03.     (W)     SCALED    
 DU0652* NAVD 88     -       464.31   (+/-2cm)    1523.3    (feet)  VERTCON   
 DU0652  ___________________________________________________________________
 DU0652  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0652
 DU0652.The horizontal coordinates were scaled from a topographic map and have
 DU0652.an estimated accuracy of +/- 6 seconds.
 DU0652
 DU0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0652.The vertical order pertains to the NGVD 29 superseded value.
 DU0652
 DU0652.The geoid height was determined by GEOID03.
 DU0652
 DU0652;                    North         East    Units  Estimated Accuracy
 DU0652;SPC AZ C     -   271,860.      234,970.      MT  (+/- 180 meters Scaled)
 DU0652
 DU0652                          SUPERSEDED SURVEY CONTROL
 DU0652
 DU0652  NGVD 29 (??/??/92)  463.740  (m)         1521.45   (f) ADJ UNCH    1 2
 DU0652
 DU0652.Superseded values are not recommended for survey control.
 DU0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0652.See file dsdata.txt to determine how the superseded data were derived.
 DU0652
 DU0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364015(NAD 83)
 DU0652_MARKER: DB = BENCH MARK DISK
 DU0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0652_STAMPING: H 269 1948
 DU0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0652+STABILITY: SURFACE MOTION
 DU0652
 DU0652  HISTORY     - Date     Condition        Report By
 DU0652  HISTORY     - 1948     MONUMENTED       CGS
 DU0652  HISTORY     - 1967     GOOD             NGS
 DU0652  HISTORY     - 1970     GOOD             NGS
 DU0652  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0652  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU0652
 DU0652                          STATION DESCRIPTION
 DU0652
 DU0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0652'3.5 MI NE FROM BUCKHORN.
 DU0652'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0652'POST OFFICE AT BUCKHORN, THENCE 2.5 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0652'S 12, T 1 N, R 6 E, 97 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 DU0652'THE HIGHWAY AND MCKELLEPS ROAD WHICH LEADS WEST, 46 FEET WEST OF THE
 DU0652'CENTER LINE OF BUSH HIGHWAY, 86 FEET SOUTH OF THE CENTER LINE OF
 DU0652'MCKELLEPS ROAD, 56 FEET SOUTH OF A POWER POLE WHICH BEARS A
 DU0652'TRANSFORMER, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DU0652'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 DU0652'GROUND.
 DU0652
 DU0652                          STATION RECOVERY (1970)
 DU0652
 DU0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0652'RECOVERED IN GOOD CONDITION.
 DU0652
 DU0652                          STATION RECOVERY (1981)
 DU0652
 DU0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0652'MARK BELIEVED TO BE DESTROYED BY ROAD CONSTRUCTION AS A DISK WAS
 DU0652'FOUND MISSING FROM WHAT APPEARED TO BE A CONCRETE POST.
 DU0652
 DU0652                          STATION RECOVERY (2008)
 DU0652
 DU0652'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0652'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0652'MARK. APPARENTLY DESTROYED BU ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0160 ***********************************************************************
 ET0160  DESIGNATION -  H 27
 ET0160  PID         -  ET0160
 ET0160  STATE/COUNTY-  AZ/YAVAPAI
 ET0160  USGS QUAD   -  PRESCOTT (1973)
 ET0160
 ET0160                         *CURRENT SURVEY CONTROL
 ET0160  ___________________________________________________________________
 ET0160* NAD 83(1986)-  34 32 43.     (N)    112 28 07.     (W)     SCALED    
 ET0160* NAVD 88     -      1625.280  (meters)    5332.27   (feet)  POSTED    
 ET0160  ___________________________________________________________________
 ET0160  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 ET0160  DYNAMIC HT  -        1623.050 (meters)    5324.96  (feet)  COMP
 ET0160  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 ET0160
 ET0160  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0160
 ET0160.The horizontal coordinates were scaled from a topographic map and have
 ET0160.an estimated accuracy of +/- 6 seconds.
 ET0160
 ET0160.The orthometric height was determined by differential leveling
 ET0160.and adjusted in November 2005.
 ET0160.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0160.rate of 3.1 thru 4.0 mm/km.
 ET0160
 ET0160.The geoid height was determined by GEOID03.
 ET0160
 ET0160.The dynamic height is computed by dividing the NAVD 88
 ET0160.geopotential number by the normal gravity value computed on the
 ET0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0160.degrees latitude (g = 980.6199 gals.).
 ET0160
 ET0160.The modeled gravity was interpolated from observed gravity values.
 ET0160
 ET0160;                    North         East    Units  Estimated Accuracy
 ET0160;SPC AZ C     -   393,270.      162,700.      MT  (+/- 180 meters Scaled)
 ET0160
 ET0160                          SUPERSEDED SURVEY CONTROL
 ET0160
 ET0160  NGVD 29 (??/??/92) 1624.437  (m)         5329.51   (f) ADJ UNCH    1 2
 ET0160
 ET0160.Superseded values are not recommended for survey control.
 ET0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0160.See file dsdata.txt to determine how the superseded data were derived.
 ET0160
 ET0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD652235(NAD 83)
 ET0160_MARKER: DB = BENCH MARK DISK
 ET0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0160_STAMPING: H 27 1933
 ET0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0160+STABILITY: SURFACE MOTION
 ET0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0160+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 ET0160
 ET0160  HISTORY     - Date     Condition        Report By
 ET0160  HISTORY     - 1933     MONUMENTED       CGS
 ET0160  HISTORY     - 19970628 GOOD             USPSQD
 ET0160  HISTORY     - 20010806 GOOD             NGS
 ET0160  HISTORY     - 20031130 GOOD             NGS
 ET0160  HISTORY     - 20050423 GOOD             USPSQD
 ET0160  HISTORY     - 20070923 GOOD             GEOCAC
 ET0160
 ET0160                          STATION DESCRIPTION
 ET0160
 ET0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0160'IN PRESCOTT.
 ET0160'CONCRETE POST, AT SOUTH SIDE OF A.T. AND S.F. RY. DEPOT, 25 FEET WEST
 ET0160'OF ENTRANCE.
 ET0160
 ET0160                          STATION RECOVERY (1997)
 ET0160
 ET0160'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0160'RECOVERED IN GOOD CONDITION.
 ET0160
 ET0160                          STATION RECOVERY (2001)
 ET0160
 ET0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0160
 ET0160                          STATION RECOVERY (2003)
 ET0160
 ET0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0160'IN PRESCOTT, AZ, AT FORMER RR DEPOT, NOW THE 'DEPOT MARKETPLACE' AT
 ET0160'CORNER OF SHELDON ST. AND DEPOT ST., ON STREET SIDE OF BLDG. ON
 ET0160'CONCRETE FOOTWALL NEAR SW CORNER.
 ET0160
 ET0160                          STATION RECOVERY (2005)
 ET0160
 ET0160'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0160'FOUND IN GOOD CONDITION.
 ET0160
 ET0160                          STATION RECOVERY (2007)
 ET0160
 ET0160'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0423 ***********************************************************************
 DU0423  DESIGNATION -  H 270
 DU0423  PID         -  DU0423
 DU0423  STATE/COUNTY-  AZ/MARICOPA
 DU0423  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0423
 DU0423                         *CURRENT SURVEY CONTROL
 DU0423  ___________________________________________________________________
 DU0423* NAD 83(1986)-  33 31 34.     (N)    111 19 07.     (W)     SCALED    
 DU0423* NAVD 88     -       878.968  (meters)    2883.75   (feet)  ADJUSTED  
 DU0423  ___________________________________________________________________
 DU0423  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DU0423  DYNAMIC HT  -         877.815 (meters)    2879.96  (feet)  COMP
 DU0423  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 DU0423
 DU0423  VERT ORDER  -  FIRST     CLASS II
 DU0423
 DU0423.The horizontal coordinates were scaled from a topographic map and have
 DU0423.an estimated accuracy of +/- 6 seconds.
 DU0423
 DU0423.The orthometric height was determined by differential leveling
 DU0423.and adjusted in June 1991.
 DU0423
 DU0423.The geoid height was determined by GEOID03.
 DU0423
 DU0423.The dynamic height is computed by dividing the NAVD 88
 DU0423.geopotential number by the normal gravity value computed on the
 DU0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0423.degrees latitude (g = 980.6199 gals.).
 DU0423
 DU0423.The modeled gravity was interpolated from observed gravity values.
 DU0423
 DU0423;                    North         East    Units  Estimated Accuracy
 DU0423;SPC AZ C     -   280,260.      268,910.      MT  (+/- 180 meters Scaled)
 DU0423
 DU0423                          SUPERSEDED SURVEY CONTROL
 DU0423
 DU0423  NGVD 29 (??/??/92)  878.327  (m)         2881.64   (f) ADJ UNCH    1 2
 DU0423
 DU0423.Superseded values are not recommended for survey control.
 DU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0423.See file dsdata.txt to determine how the superseded data were derived.
 DU0423
 DU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC704096(NAD 83)
 DU0423_MARKER: DB = BENCH MARK DISK
 DU0423_SETTING: 66 = SET IN ROCK OUTCROP
 DU0423_SP_SET: BEDROCK
 DU0423_STAMPING: H 270 1948
 DU0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0423+STABILITY: POSITION/ELEVATION WELL
 DU0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0423+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0423
 DU0423  HISTORY     - Date     Condition        Report By
 DU0423  HISTORY     - 1948     MONUMENTED       CGS
 DU0423  HISTORY     - 1980     GOOD             NGS
 DU0423  HISTORY     - 20060812 GOOD             GEOCAC
 DU0423  HISTORY     - 20080716 GOOD             GEOCAC
 DU0423
 DU0423                          STATION DESCRIPTION
 DU0423
 DU0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0423'7.6 MI NE FROM TORTILLA FLAT.
 DU0423'7.6 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0423'TORTILLA FLAT, 0.2 MILE SOUTHEAST OF THE ROAD LEADING TO TORTILLA
 DU0423'RANCH, 64.8 FEET EAST OF THE SOUTH END OF A STEEL CULVERT, 40.0 FEET
 DU0423'EAST OF A ROAD LEADING SOUTH, 32.4 FEET SOUTH OF THE CENTER LINE OF
 DU0423'THE HIGHWAY, ABOUT 6.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 DU0423'WEST SIDE OF A LARGE BED ROCK OUTCROP AND PROJECTING ABOUT 5.0 FEET
 DU0423'ABOVE THE GROUND.
 DU0423
 DU0423                          STATION RECOVERY (1980)
 DU0423
 DU0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0423'10.3 KM (6.4 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0423'AT TORTILLA FLAT, 0.2 KM (0.1 MI) EAST OF HIGHWAY MILEPOST 221, AT THE
 DU0423'T JUNCTION OF A ROUGH JEEP ROAD LEADING SOUTH, IN TOP OF THE
 DU0423'WEST END OF A MASSIVE ROCK OUTCROP, 9.9 METERS (32.5 FT) SOUTH OF THE
 DU0423'CENTERLINE OF THE HIGHWAY, 19.8 METERS (65.0 FT) EAST OF THE TOP
 DU0423'CENTER OF THE SOUTH END OF A 45-CM (18-INCH) STEEL PIPE CULVERT UNDER
 DU0423'THE HIGHWAY, 12.2 METERS (40.0 FT) EAST OF THE APPROXIMATE CENTERLINE
 DU0423'OF THE JEEP ROAD.
 DU0423'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 DU0423
 DU0423                          STATION RECOVERY (2006)
 DU0423
 DU0423'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0423'RECOVERED IN GOOD CONDITION.
 DU0423
 DU0423                          STATION RECOVERY (2008)
 DU0423
 DU0423'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0423'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES AS N
 DU0423'33 31.568 W 111
 DU0423'19.136.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0491 ***********************************************************************
 DV0491  DESIGNATION -  H 271
 DV0491  PID         -  DV0491
 DV0491  STATE/COUNTY-  AZ/MARICOPA
 DV0491  USGS QUAD   -  PHOENIX (1982)
 DV0491
 DV0491                         *CURRENT SURVEY CONTROL
 DV0491  ___________________________________________________________________
 DV0491* NAD 83(1986)-  33 26 38.     (N)    112 05 45.     (W)     SCALED    
 DV0491* NAVD 88     -       327.70   (+/-2cm)    1075.1    (feet)  VERTCON   
 DV0491  ___________________________________________________________________
 DV0491  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0491
 DV0491.The horizontal coordinates were scaled from a topographic map and have
 DV0491.an estimated accuracy of +/- 6 seconds.
 DV0491
 DV0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0491.The vertical order pertains to the NGVD 29 superseded value.
 DV0491
 DV0491.The geoid height was determined by GEOID03.
 DV0491
 DV0491;                    North         East    Units  Estimated Accuracy
 DV0491;SPC AZ C     -   270,990.      196,700.      MT  (+/- 180 meters Scaled)
 DV0491
 DV0491                          SUPERSEDED SURVEY CONTROL
 DV0491
 DV0491  NGVD 29 (??/??/92)  327.043  (m)         1072.97   (f) ADJ UNCH    2 0
 DV0491
 DV0491.Superseded values are not recommended for survey control.
 DV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0491.See file dsdata.txt to determine how the superseded data were derived.
 DV0491
 DV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC981010(NAD 83)
 DV0491_MARKER: DB = BENCH MARK DISK
 DV0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0491_SP_SET: GUARD RAIL
 DV0491_STAMPING: H 271 1948
 DV0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0491+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DV0491
 DV0491  HISTORY     - Date     Condition        Report By
 DV0491  HISTORY     - 1948     MONUMENTED       CGS
 DV0491  HISTORY     - 1960     GOOD             NGS
 DV0491  HISTORY     - 20061025 GOOD             GEOCAC
 DV0491
 DV0491                          STATION DESCRIPTION
 DV0491
 DV0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0491'1.0 MI W FROM PHOENIX.
 DV0491'1.0 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0491'STATION AT PHOENIX, 15.6 FEET SOUTH OF MAIN TRACK, 4.7 FEET EAST OF
 DV0491'WEST EDGE, SET IN THE SOUTH CONCRETE GUARD RAIL AT WEST END OF THE
 DV0491'UNDERPASS OF THE RAILROAD AND STATE HIGHWAY 80, ABOUT LEVEL WITH THE
 DV0491'MAIN TRACK AND 1.0 FOOT ABOVE THE LEVEL OF THE GROUND.
 DV0491
 DV0491                          STATION RECOVERY (1960)
 DV0491
 DV0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0491'RECOVERED IN GOOD CONDITION.
 DV0491
 DV0491                          STATION RECOVERY (2006)
 DV0491
 DV0491'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3469 ***********************************************************************
 AA3469  DESIGNATION -  H 272 RESET
 AA3469  PID         -  AA3469
 AA3469  STATE/COUNTY-  AZ/MARICOPA
 AA3469  USGS QUAD   -  PHOENIX (1982)
 AA3469
 AA3469                         *CURRENT SURVEY CONTROL
 AA3469  ___________________________________________________________________
 AA3469* NAD 83(1986)-  33 24 24.     (N)    112 03 36.     (W)     SCALED    
 AA3469* NAVD 88     -       329.58   (+/-2cm)    1081.3    (feet)  VERTCON   
 AA3469  ___________________________________________________________________
 AA3469  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AA3469  VERT ORDER  -  THIRD (See Below)
 AA3469
 AA3469.The horizontal coordinates were scaled from a topographic map and have
 AA3469.an estimated accuracy of +/- 6 seconds.
 AA3469
 AA3469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3469.The vertical order pertains to the NGVD 29 superseded value.
 AA3469
 AA3469.The geoid height was determined by GEOID03.
 AA3469
 AA3469;                    North         East    Units  Estimated Accuracy
 AA3469;SPC AZ C     -   266,860.      200,030.      MT  (+/- 180 meters Scaled)
 AA3469
 AA3469                          SUPERSEDED SURVEY CONTROL
 AA3469
 AA3469  NGVD 29 (03/28/06)  328.92   (m)         1079.1    (f) RESET       3  
 AA3469
 AA3469.Superseded values are not recommended for survey control.
 AA3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3469.See file dsdata.txt to determine how the superseded data were derived.
 AA3469
 AA3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB014968(NAD 83)
 AA3469_MARKER: DV = VERTICAL CONTROL DISK
 AA3469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3469_SP_SET: CURB
 AA3469_STAMPING: H 272 RESET 1977
 AA3469_MARK LOGO: NGS   
 AA3469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3469
 AA3469  HISTORY     - Date     Condition        Report By
 AA3469  HISTORY     - 1977     MONUMENTED       NGS
 AA3469  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 AA3469
 AA3469                          STATION DESCRIPTION
 AA3469
 AA3469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3469'0.1 MILE (0.2 KM) SOUTH ALONG 9TH STREET FROM THE JUNCTION OF 9TH
 AA3469'STREET AND BROADWAY ROAD IN SOUTH CENTRAL PHOENIX, AT THE NORTHWEST
 AA3469'ENTRANCE TO NUEVE PARK, IN A DRILL HOLE 14 FEET (4.3 M) EAST OF THE
 AA3469'WEST END OF THE NORTH CURB.
 AA3469
 AA3469                          STATION RECOVERY (2007)
 AA3469
 AA3469'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AA3469'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AA3469'MARK.
 AA3469'THE LOCATION WAS FOUND, BUT THE MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1585 ***********************************************************************
 DU1585  DESIGNATION -  H 273
 DU1585  PID         -  DU1585
 DU1585  STATE/COUNTY-  AZ/MARICOPA
 DU1585  USGS QUAD   -  TEMPE (1982)
 DU1585
 DU1585                         *CURRENT SURVEY CONTROL
 DU1585  ___________________________________________________________________
 DU1585* NAD 83(1986)-  33 24 25.     (N)    111 56 52.     (W)     SCALED    
 DU1585* NAVD 88     -       353.00   (+/-2cm)    1158.1    (feet)  VERTCON   
 DU1585  ___________________________________________________________________
 DU1585  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1585
 DU1585.The horizontal coordinates were scaled from a topographic map and have
 DU1585.an estimated accuracy of +/- 6 seconds.
 DU1585
 DU1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1585.The vertical order pertains to the NGVD 29 superseded value.
 DU1585
 DU1585.The geoid height was determined by GEOID03.
 DU1585
 DU1585;                    North         East    Units  Estimated Accuracy
 DU1585;SPC AZ C     -   266,880.      210,470.      MT  (+/- 180 meters Scaled)
 DU1585
 DU1585                          SUPERSEDED SURVEY CONTROL
 DU1585
 DU1585  NGVD 29 (??/??/92)  352.373  (m)         1156.08   (f) ADJ UNCH    2 0
 DU1585
 DU1585.Superseded values are not recommended for survey control.
 DU1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1585.See file dsdata.txt to determine how the superseded data were derived.
 DU1585
 DU1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118968(NAD 83)
 DU1585
 DU1585  HISTORY     - Date     Condition        Report By
 DU1585  HISTORY     - UNK      MONUMENTED
 DU1585  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU1585  HISTORY     - 20070709 MARK NOT FOUND   GEOCAC
 DU1585
 DU1585                          STATION DESCRIPTION
 DU1585
 DU1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU1585'THE OLD AIRPORT IS NOW A RESIDENTIAL AREA.  ASSUMED DESTROYED.
 DU1585
 DU1585                          STATION RECOVERY (2007)
 DU1585
 DU1585'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1585'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1585'MARK. THIS AREA HAS BEEN RE-DEVELOPED AS INDUSTRIAL/COMMERCIAL
 DU1585'PROPERTY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0838 ***********************************************************************
 DU0838  DESIGNATION -  H 276
 DU0838  PID         -  DU0838
 DU0838  STATE/COUNTY-  AZ/PINAL
 DU0838  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0838
 DU0838                         *CURRENT SURVEY CONTROL
 DU0838  ___________________________________________________________________
 DU0838* NAD 83(1986)-  33 07 03.     (N)    111 51 29.     (W)     SCALED    
 DU0838* NAVD 88     -       368.457  (meters)    1208.85   (feet)  ADJUSTED  
 DU0838  ___________________________________________________________________
 DU0838  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DU0838  DYNAMIC HT  -         368.018 (meters)    1207.41  (feet)  COMP
 DU0838  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 DU0838
 DU0838  VERT ORDER  -  FIRST     CLASS II
 DU0838
 DU0838.The horizontal coordinates were scaled from a topographic map and have
 DU0838.an estimated accuracy of +/- 6 seconds.
 DU0838
 DU0838.The orthometric height was determined by differential leveling
 DU0838.and adjusted in August 1994.
 DU0838
 DU0838.The geoid height was determined by GEOID03.
 DU0838
 DU0838.The dynamic height is computed by dividing the NAVD 88
 DU0838.geopotential number by the normal gravity value computed on the
 DU0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0838.degrees latitude (g = 980.6199 gals.).
 DU0838
 DU0838.The modeled gravity was interpolated from observed gravity values.
 DU0838
 DU0838;                    North         East    Units  Estimated Accuracy
 DU0838;SPC AZ C     -   234,780.      218,830.      MT  (+/- 180 meters Scaled)
 DU0838
 DU0838                          SUPERSEDED SURVEY CONTROL
 DU0838
 DU0838  NGVD 29 (??/??/92)  367.821  (m)         1206.76   (f) ADJ UNCH    1 2
 DU0838
 DU0838.Superseded values are not recommended for survey control.
 DU0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0838.See file dsdata.txt to determine how the superseded data were derived.
 DU0838
 DU0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB199646(NAD 83)
 DU0838_MARKER: DB = BENCH MARK DISK
 DU0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0838_SP_SET: CONCRETE POST
 DU0838_STAMPING: H 276 1948
 DU0838_MARK LOGO: CGS   
 DU0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0838+STABILITY: SURFACE MOTION
 DU0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0838+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU0838
 DU0838  HISTORY     - Date     Condition        Report By
 DU0838  HISTORY     - 1948     MONUMENTED       CGS
 DU0838  HISTORY     - 1962     GOOD             NGS
 DU0838  HISTORY     - 19940425 GOOD             NGS
 DU0838  HISTORY     - 20061106 GOOD             GEOCAC
 DU0838
 DU0838                          STATION DESCRIPTION
 DU0838
 DU0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0838'1.6 MI E FROM CASA BLANCA.
 DU0838'1.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU0838'SCHOOL, 51.4 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44.0 FEET WEST
 DU0838'OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH, ABOUT LEVEL WITH THE
 DU0838'ROAD AND 3.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, SET IN THE
 DU0838'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0838
 DU0838                          STATION RECOVERY (1962)
 DU0838
 DU0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0838'RECOVERED IN GOOD CONDITION.
 DU0838
 DU0838                          STATION RECOVERY (1994)
 DU0838
 DU0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0838'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU0838'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU0838'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 2.0 KM (1.25 MI)
 DU0838'WESTERLY ALONG CASA BLANCA ROAD, 18.7 M (61.4 FT) WEST OF THE EXTENDED
 DU0838'CENTER OF SNAKEHILL ROAD, 15.2 M (49.9 FT) NORTH OF THE ROAD
 DU0838'CENTERLINE, 10.2 M (33.5 FT) WEST OF A UTILITY POLE AND AN
 DU0838'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 DU0838'ROADS, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 DU0838'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DU0838
 DU0838                          STATION RECOVERY (2006)
 DU0838
 DU0838'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0816 ***********************************************************************
 DU0816  DESIGNATION -  H 277
 DU0816  PID         -  DU0816
 DU0816  STATE/COUNTY-  AZ/MARICOPA
 DU0816  USGS QUAD   -  GUADALUPE (1982)
 DU0816
 DU0816                         *CURRENT SURVEY CONTROL
 DU0816  ___________________________________________________________________
 DU0816* NAD 83(1986)-  33 18 22.     (N)    111 53 37.     (W)     SCALED    
 DU0816* NAVD 88     -       362.57   (+/-2cm)    1189.5    (feet)  VERTCON   
 DU0816  ___________________________________________________________________
 DU0816  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0816
 DU0816.The horizontal coordinates were scaled from a topographic map and have
 DU0816.an estimated accuracy of +/- 6 seconds.
 DU0816
 DU0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0816.The vertical order pertains to the NGVD 29 superseded value.
 DU0816
 DU0816.The geoid height was determined by GEOID03.
 DU0816
 DU0816;                    North         East    Units  Estimated Accuracy
 DU0816;SPC AZ C     -   255,700.      215,510.      MT  (+/- 180 meters Scaled)
 DU0816
 DU0816                          SUPERSEDED SURVEY CONTROL
 DU0816
 DU0816  NGVD 29 (??/??/92)  362.024  (m)         1187.74   (f) ADJ UNCH    2 0
 DU0816
 DU0816.Superseded values are not recommended for survey control.
 DU0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0816.See file dsdata.txt to determine how the superseded data were derived.
 DU0816
 DU0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB168855(NAD 83)
 DU0816_MARKER: DB = BENCH MARK DISK
 DU0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0816_SP_SET: CULVERT
 DU0816_STAMPING: H 277 1948
 DU0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0816
 DU0816  HISTORY     - Date     Condition        Report By
 DU0816  HISTORY     - 1948     MONUMENTED       CGS
 DU0816  HISTORY     - 1959     GOOD             NGS
 DU0816  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0816
 DU0816                          STATION DESCRIPTION
 DU0816
 DU0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0816'3.4 MI W FROM CHANDLER.
 DU0816'3.4 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0816'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 87.2 FEET NORTHWEST OF
 DU0816'PUMP HOUSE NO. 24E5S, 33.4 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DU0816'16.6 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP AND
 DU0816'IN THE CENTER OF THE WEST CONCRETE HEADWALL OF A CULVERT IN THE ROAD
 DU0816'FOR A IRRIGATION DITCH.
 DU0816
 DU0816                          STATION RECOVERY (1959)
 DU0816
 DU0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0816'RECOVERED IN GOOD CONDITION.
 DU0816
 DU0816                          STATION RECOVERY (2006)
 DU0816
 DU0816'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0816'THIS AREA HAS CHANGED A LOT SINCE THE LAST LOGGED RECOVERY. THE EAST
 DU0816'WEST CONCRETE ROAD IS NOW MACADAM AND IS CALLED CHANDLER BOULEVARD,
 DU0816'THE NORTH/SOUTH ROAD IS NOW MACADAM AND IS CALLED PRICE ROAD AND THE
 DU0816'101 FREEWAY, AND THE IRRIGATION DITCH IS NOW LOCATED UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI5422 ***********************************************************************
 AI5422  DESIGNATION -  H 277 RESET
 AI5422  PID         -  AI5422
 AI5422  STATE/COUNTY-  AZ/MARICOPA
 AI5422  USGS QUAD   -  GUADALUPE (1982)
 AI5422
 AI5422                         *CURRENT SURVEY CONTROL
 AI5422  ___________________________________________________________________
 AI5422* NAD 83(1986)-  33 18 22.     (N)    111 53 37.     (W)     SCALED    
 AI5422* NAVD 88     -       360.58   (+/-2cm)    1183.0    (feet)  VERTCON   
 AI5422  ___________________________________________________________________
 AI5422  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AI5422  VERT ORDER  -  THIRD (See Below)
 AI5422
 AI5422.The horizontal coordinates were scaled from a topographic map and have
 AI5422.an estimated accuracy of +/- 6 seconds.
 AI5422
 AI5422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5422.The vertical order pertains to the NGVD 29 superseded value.
 AI5422
 AI5422.The geoid height was determined by GEOID03.
 AI5422
 AI5422;                    North         East    Units  Estimated Accuracy
 AI5422;SPC AZ C     -   255,700.      215,510.      MT  (+/- 180 meters Scaled)
 AI5422
 AI5422                          SUPERSEDED SURVEY CONTROL
 AI5422
 AI5422  NGVD 29 (03/28/06)  360.04   (m)         1181.2    (f) RESET       3  
 AI5422
 AI5422.Superseded values are not recommended for survey control.
 AI5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5422.See file dsdata.txt to determine how the superseded data were derived.
 AI5422
 AI5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB168855(NAD 83)
 AI5422_MARKER: DB = BENCH MARK DISK
 AI5422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5422_STAMPING: H 277 RESET 1968
 AI5422_MARK LOGO: CGS   
 AI5422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5422+STABILITY: SURFACE MOTION
 AI5422
 AI5422  HISTORY     - Date     Condition        Report By
 AI5422  HISTORY     - 1968     MONUMENTED       CGS
 AI5422  HISTORY     - 20070702 MARK NOT FOUND   GEOCAC
 AI5422
 AI5422                          STATION DESCRIPTION
 AI5422
 AI5422'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELE)
 AI5422'FROM THE INTERSECTION OF ARIZONA AVENUE AND WILLIAMS FIELD ROAD IN
 AI5422'CHANDLER, THE STATION IS 3.40 MILES (5.47 KM) WEST ALONG THE WILLIAMS
 AI5422'FIELD ROAD AND IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION
 AI5422'OF WILLIAMS FIELD ROAD AND PRICE ROAD, ABOUT 50 FEET (15.2 M) SOUTH OF
 AI5422'CENTERLINE OF WILLIAMS FIELD ROAD AND 47 FEET (14.3 M) WEST OF
 AI5422'CENTERLINE OF PRICE ROAD, APPROXIMATELY 23 FEET (7.0 M) NORTH OF LONE
 AI5422'35 FOOT (10.7 M) HIGH PALM TREE AND 18 INCHES WEST OF A 6 FOOT (1.8 M)
 AI5422'HIGH TELEPHONE WITNESS POLE FOR UNDERGROUND TELEPHONE CABLE. THE MARK
 AI5422'IS A STANDARD DISK AND IS SET IN TOP OF A 8 INCH CIRCULAR CONCRETE
 AI5422'MONUMENT PROJECTIONG ABOUT 4 INCHES.
 AI5422
 AI5422                          STATION RECOVERY (2007)
 AI5422
 AI5422'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AI5422'ALMOST CERTAINLY DESTROYED BY FREEWAY CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1235 ***********************************************************************
 CZ1235  DESIGNATION -  H 278
 CZ1235  PID         -  CZ1235
 CZ1235  STATE/COUNTY-  AZ/PINAL
 CZ1235  USGS QUAD   -  CHUICHU (1992)
 CZ1235
 CZ1235                         *CURRENT SURVEY CONTROL
 CZ1235  ___________________________________________________________________
 CZ1235* NAD 83(1986)-  32 51 54.     (N)    111 45 26.     (W)     SCALED    
 CZ1235* NAVD 88     -       427.85   (+/-2cm)    1403.7    (feet)  VERTCON   
 CZ1235  ___________________________________________________________________
 CZ1235  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ1235  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1235
 CZ1235.The horizontal coordinates were scaled from a topographic map and have
 CZ1235.an estimated accuracy of +/- 6 seconds.
 CZ1235
 CZ1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1235.The vertical order pertains to the NGVD 29 superseded value.
 CZ1235
 CZ1235.The geoid height was determined by GEOID03.
 CZ1235
 CZ1235;                    North         East    Units  Estimated Accuracy
 CZ1235;SPC AZ C     -   206,790.      228,280.      MT  (+/- 180 meters Scaled)
 CZ1235
 CZ1235                          SUPERSEDED SURVEY CONTROL
 CZ1235
 CZ1235  NGVD 29 (??/??/92)  427.256  (m)         1401.76   (f) ADJ UNCH    1 2
 CZ1235
 CZ1235.Superseded values are not recommended for survey control.
 CZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1235.See file dsdata.txt to determine how the superseded data were derived.
 CZ1235
 CZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291365(NAD 83)
 CZ1235_MARKER: DB = BENCH MARK DISK
 CZ1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1235_SP_SET: CULVERT
 CZ1235_STAMPING: H 278 1948
 CZ1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1235
 CZ1235  HISTORY     - Date     Condition        Report By
 CZ1235  HISTORY     - 1948     MONUMENTED       CGS
 CZ1235  HISTORY     - 1966     GOOD             NGS
 CZ1235  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1235  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1235  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ1235
 CZ1235                          STATION DESCRIPTION
 CZ1235
 CZ1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ1235'0.8 MI S FROM CASA GRANDE.
 CZ1235'0.8 MILE SOUTH ALONG THE COVERED WELLS ROAD FROM THE WATER TANK AT
 CZ1235'CASA GRANDE, 34.8 FEET WEST OF THE CENTER LINE OF THE ROAD, 15.8 FEET
 CZ1235'NORTH OF THE CENTER LINE OF A EAST AND WEST ROAD, 7.7 FEET EAST OF THE
 CZ1235'CENTER LINE OF A IRRIGATION DITCH, SET IN THE TOP OF THE EAST END OF
 CZ1235'THE NORTH CONCRETE HEADWALL OF A CULVERT IN THE ROAD FOR A IRRIGATION
 CZ1235'DITCH.
 CZ1235
 CZ1235                          STATION RECOVERY (1966)
 CZ1235
 CZ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1235'RECOVERED IN GOOD CONDITION.
 CZ1235
 CZ1235                          STATION RECOVERY (1980)
 CZ1235
 CZ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1235'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE CULVERT HAS BEEN
 CZ1235'DESTROYED.
 CZ1235
 CZ1235                          STATION RECOVERY (1980)
 CZ1235
 CZ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1235'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE CULVERT HAS BEEN
 CZ1235'DESTROYED.
 CZ1235
 CZ1235                          STATION RECOVERY (2008)
 CZ1235
 CZ1235'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1235'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1235'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0069 ***********************************************************************
 ET0069  DESIGNATION -  H 28
 ET0069  PID         -  ET0069
 ET0069  STATE/COUNTY-  AZ/YAVAPAI
 ET0069  USGS QUAD   -  PRESCOTT VALLEY NORTH (1973)
 ET0069
 ET0069                         *CURRENT SURVEY CONTROL
 ET0069  ___________________________________________________________________
 ET0069* NAD 83(1986)-  34 38 01.     (N)    112 20 35.     (W)     SCALED    
 ET0069* NAVD 88     -      1532.371  (meters)    5027.45   (feet)  POSTED    
 ET0069  ___________________________________________________________________
 ET0069  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ET0069  DYNAMIC HT  -        1530.300 (meters)    5020.66  (feet)  COMP
 ET0069  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 ET0069
 ET0069  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0069
 ET0069.The horizontal coordinates were scaled from a topographic map and have
 ET0069.an estimated accuracy of +/- 6 seconds.
 ET0069
 ET0069.The orthometric height was determined by differential leveling
 ET0069.and adjusted in November 2005.
 ET0069.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0069.rate of 0.0 thru 1.0 mm/km.
 ET0069
 ET0069.The geoid height was determined by GEOID03.
 ET0069
 ET0069.The dynamic height is computed by dividing the NAVD 88
 ET0069.geopotential number by the normal gravity value computed on the
 ET0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0069.degrees latitude (g = 980.6199 gals.).
 ET0069
 ET0069.The modeled gravity was interpolated from observed gravity values.
 ET0069
 ET0069;                    North         East    Units  Estimated Accuracy
 ET0069;SPC AZ C     -   403,020.      174,270.      MT  (+/- 180 meters Scaled)
 ET0069
 ET0069                          SUPERSEDED SURVEY CONTROL
 ET0069
 ET0069  NGVD 29 (??/??/92) 1531.559  (m)         5024.79   (f) ADJ UNCH    1 2
 ET0069
 ET0069.Superseded values are not recommended for survey control.
 ET0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0069.See file dsdata.txt to determine how the superseded data were derived.
 ET0069
 ET0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD768332(NAD 83)
 ET0069_MARKER: DB = BENCH MARK DISK
 ET0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0069_STAMPING: 5024.790 H 28 1933
 ET0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0069+STABILITY: SURFACE MOTION
 ET0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0069+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 ET0069
 ET0069  HISTORY     - Date     Condition        Report By
 ET0069  HISTORY     - 1933     MONUMENTED       CGS
 ET0069  HISTORY     - 1960     GOOD             NGS
 ET0069  HISTORY     - 20010511 GOOD             NGS
 ET0069
 ET0069                          STATION DESCRIPTION
 ET0069
 ET0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0069'11.3 MI NE FROM PRESCOTT.
 ET0069'CONCRETE POST, AT SIDE OF HIGHWAY, 4.0 MILES EAST OF A. T. AND S. F.
 ET0069'RY., OPPOSITE SUMMIT OF GRADE CHANGE, ON RIDGE, OUTSIDE OF CURVE, 150
 ET0069'FEET NORTH OF POWER LINE, 50 FEET SOUTHEAST OF HIGHWAY CENTER-LINE.
 ET0069
 ET0069                          STATION RECOVERY (1960)
 ET0069
 ET0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ET0069'RECOVERED IN GOOD CONDITION.
 ET0069
 ET0069                          STATION RECOVERY (2001)
 ET0069
 ET0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0069'HIGHWAY IS AZ 89A (FORMERLY US 89A). ATSF RR TRACKS PARALLEL TO ROUTE
 ET0069'AZ 89 HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0702 ***********************************************************************
 ET0702  DESIGNATION -  H 280
 ET0702  PID         -  ET0702
 ET0702  STATE/COUNTY-  AZ/LA PAZ
 ET0702  USGS QUAD   -  PLANET (1990)
 ET0702
 ET0702                         *CURRENT SURVEY CONTROL
 ET0702  ___________________________________________________________________
 ET0702* NAD 83(1986)-  34 11 21.     (N)    113 57 36.     (W)     SCALED    
 ET0702* NAVD 88     -       416.63   (+/-2cm)    1366.9    (feet)  VERTCON   
 ET0702  ___________________________________________________________________
 ET0702  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 ET0702  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0702
 ET0702.The horizontal coordinates were scaled from a topographic map and have
 ET0702.an estimated accuracy of +/- 6 seconds.
 ET0702
 ET0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0702.The vertical order pertains to the NGVD 29 superseded value.
 ET0702
 ET0702.The geoid height was determined by GEOID03.
 ET0702
 ET0702;                    North         East    Units  Estimated Accuracy
 ET0702;SPC AZ W     -   353,670.      194,000.      MT  (+/- 180 meters Scaled)
 ET0702
 ET0702                          SUPERSEDED SURVEY CONTROL
 ET0702
 ET0702  NGVD 29 (??/??/92)  415.982  (m)         1364.77   (f) ADJ UNCH    1 2
 ET0702
 ET0702.Superseded values are not recommended for survey control.
 ET0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0702.See file dsdata.txt to determine how the superseded data were derived.
 ET0702
 ET0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC272870(NAD 83)
 ET0702_MARKER: DB = BENCH MARK DISK
 ET0702_SETTING: 66 = SET IN ROCK OUTCROP
 ET0702_SP_SET: ROCK OUTCROP
 ET0702_STAMPING: H 280 1948
 ET0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0702+STABILITY: POSITION/ELEVATION WELL
 ET0702
 ET0702  HISTORY     - Date     Condition        Report By
 ET0702  HISTORY     - 1948     MONUMENTED       CGS
 ET0702
 ET0702                          STATION DESCRIPTION
 ET0702
 ET0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0702'23.0 MI N FROM BOUSE.
 ET0702'23 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0702'BOUSE, AT THE FOOT OF A ROCK-BLUFF, 40 FEET NORTH OF THE CENTER LINE
 ET0702'OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.  SET IN
 ET0702'THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1181 ***********************************************************************
 DV1181  DESIGNATION -  H 281
 DV1181  PID         -  DV1181
 DV1181  STATE/COUNTY-  AZ/LA PAZ
 DV1181  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1181
 DV1181                         *CURRENT SURVEY CONTROL
 DV1181  ___________________________________________________________________
 DV1181* NAD 83(1986)-  33 53 28.     (N)    113 57 34.     (W)     SCALED    
 DV1181* NAVD 88     -       323.81   (+/-2cm)    1062.4    (feet)  VERTCON   
 DV1181  ___________________________________________________________________
 DV1181  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1181  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1181
 DV1181.The horizontal coordinates were scaled from a topographic map and have
 DV1181.an estimated accuracy of +/- 6 seconds.
 DV1181
 DV1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1181.The vertical order pertains to the NGVD 29 superseded value.
 DV1181
 DV1181.The geoid height was determined by GEOID03.
 DV1181
 DV1181;                    North         East    Units  Estimated Accuracy
 DV1181;SPC AZ W     -   320,610.      193,990.      MT  (+/- 180 meters Scaled)
 DV1181
 DV1181                          SUPERSEDED SURVEY CONTROL
 DV1181
 DV1181  NGVD 29 (??/??/92)  323.166  (m)         1060.25   (f) ADJ UNCH    1 2
 DV1181
 DV1181.Superseded values are not recommended for survey control.
 DV1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1181.See file dsdata.txt to determine how the superseded data were derived.
 DV1181
 DV1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC263540(NAD 83)
 DV1181_MARKER: DB = BENCH MARK DISK
 DV1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1181_STAMPING: H 281 1948
 DV1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1181+STABILITY: SURFACE MOTION
 DV1181
 DV1181  HISTORY     - Date     Condition        Report By
 DV1181  HISTORY     - 1948     MONUMENTED       CGS
 DV1181  HISTORY     - 19861119 MARK NOT FOUND   USGS
 DV1181
 DV1181                          STATION DESCRIPTION
 DV1181
 DV1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1181'4.0 MI SE FROM BOUSE.
 DV1181'4.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1181'FROM THE WATER TANK AT BOUSE, 41 FEET SOUTHWEST OF THE CENTER LINE OF
 DV1181'THE TRACK, 3.8 FEET SOUTHEAST OF MILEPOST 76, 2.9 FEET NORTHWEST OF A
 DV1181'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT BELOW THE SURFACE OF THE
 DV1181'TRACK.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 DV1181'ABOVE GROUND.
 DV1181
 DV1181                          STATION RECOVERY (1986)
 DV1181
 DV1181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JMS)
 DV1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0390 ***********************************************************************
 CZ0390  DESIGNATION -  H 283
 CZ0390  PID         -  CZ0390
 CZ0390  STATE/COUNTY-  AZ/PINAL
 CZ0390  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0390
 CZ0390                         *CURRENT SURVEY CONTROL
 CZ0390  ___________________________________________________________________
 CZ0390* NAD 83(1986)-  32 58 25.     (N)    111 26 19.     (W)     SCALED    
 CZ0390* NAVD 88     -       460.600  (meters)    1511.15   (feet)  ADJUSTED  
 CZ0390  ___________________________________________________________________
 CZ0390  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0390  DYNAMIC HT  -         460.033 (meters)    1509.29  (feet)  COMP
 CZ0390  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 CZ0390
 CZ0390  VERT ORDER  -  FIRST     CLASS II
 CZ0390
 CZ0390.The horizontal coordinates were scaled from a topographic map and have
 CZ0390.an estimated accuracy of +/- 6 seconds.
 CZ0390
 CZ0390.The orthometric height was determined by differential leveling
 CZ0390.and adjusted in November 1993.
 CZ0390
 CZ0390.The geoid height was determined by GEOID03.
 CZ0390
 CZ0390.The dynamic height is computed by dividing the NAVD 88
 CZ0390.geopotential number by the normal gravity value computed on the
 CZ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0390.degrees latitude (g = 980.6199 gals.).
 CZ0390
 CZ0390.The modeled gravity was interpolated from observed gravity values.
 CZ0390
 CZ0390;                    North         East    Units  Estimated Accuracy
 CZ0390;SPC AZ C     -   218,930.      258,050.      MT  (+/- 180 meters Scaled)
 CZ0390
 CZ0390                          SUPERSEDED SURVEY CONTROL
 CZ0390
 CZ0390  NGVD 29 (??/??/92)  460.109  (m)         1509.54   (f) ADJ UNCH    1 2
 CZ0390
 CZ0390.Superseded values are not recommended for survey control.
 CZ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0390.See file dsdata.txt to determine how the superseded data were derived.
 CZ0390
 CZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB590484(NAD 83)
 CZ0390_MARKER: DB = BENCH MARK DISK
 CZ0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0390_SP_SET: HEADWALL
 CZ0390_STAMPING: H 283 1948
 CZ0390_MARK LOGO: CGS   
 CZ0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0390+STABILITY: SURFACE MOTION
 CZ0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0390+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0390
 CZ0390  HISTORY     - Date     Condition        Report By
 CZ0390  HISTORY     - 1948     MONUMENTED       CGS
 CZ0390  HISTORY     - 1967     GOOD             NGS
 CZ0390  HISTORY     - 19920104 GOOD             NGS
 CZ0390  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0390
 CZ0390                          STATION DESCRIPTION
 CZ0390
 CZ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0390'6.85 MI SW FROM FLORENCE.
 CZ0390'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0390'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0390'0.85 MILE EASDT ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0390'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0390'MILE SOUTH ALONG A PAVED ROAD, IN S 29, T 6 S, R 9 E, AT AN
 CZ0390'INTERSECTION OF TWO ROADS, 168 FEET WEST OF THE CENTER LINE OF THE
 CZ0390'NORTH-SOUTH ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 CZ0390'ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL
 CZ0390'OF A CULVERT UNDER THE EAST-WEST ROAD, AND ABOUT LEVEL WITH THE ROADS.
 CZ0390
 CZ0390                          STATION RECOVERY (1992)
 CZ0390
 CZ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0390'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0390'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0390'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0390'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0390'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, IN TOP OF
 CZ0390'AND 1.2 M (3.9 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 CZ0390'HEADWALL OF A CULVERT, 50.8 M (166.7 FT) WEST OF THE ROAD CENTERLINE,
 CZ0390'AND 5.1 M (16.7 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 CZ0390'KENILWORTH ROAD.
 CZ0390
 CZ0390                          STATION RECOVERY (2007)
 CZ0390
 CZ0390'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0326 ***********************************************************************
 CZ0326  DESIGNATION -  H 284
 CZ0326  PID         -  CZ0326
 CZ0326  STATE/COUNTY-  AZ/PINAL
 CZ0326  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0326
 CZ0326                         *CURRENT SURVEY CONTROL
 CZ0326  ___________________________________________________________________
 CZ0326* NAD 83(1986)-  32 40 06.     (N)    111 29 19.     (W)     SCALED    
 CZ0326* NAVD 88     -       508.45   (+/-2cm)    1668.1    (feet)  VERTCON   
 CZ0326  ___________________________________________________________________
 CZ0326  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0326  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0326
 CZ0326.The horizontal coordinates were scaled from a topographic map and have
 CZ0326.an estimated accuracy of +/- 6 seconds.
 CZ0326
 CZ0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0326.The vertical order pertains to the NGVD 29 superseded value.
 CZ0326
 CZ0326.The geoid height was determined by GEOID03.
 CZ0326
 CZ0326;                    North         East    Units  Estimated Accuracy
 CZ0326;SPC AZ C     -   185,050.      253,510.      MT  (+/- 180 meters Scaled)
 CZ0326
 CZ0326                          SUPERSEDED SURVEY CONTROL
 CZ0326
 CZ0326  NGVD 29 (??/??/92)  507.887  (m)         1666.29   (f) ADJ UNCH    1 2
 CZ0326
 CZ0326.Superseded values are not recommended for survey control.
 CZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0326.See file dsdata.txt to determine how the superseded data were derived.
 CZ0326
 CZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB541146(NAD 83)
 CZ0326_MARKER: DB = BENCH MARK DISK
 CZ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0326_STAMPING: H 284 1949
 CZ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0326+STABILITY: SURFACE MOTION
 CZ0326
 CZ0326  HISTORY     - Date     Condition        Report By
 CZ0326  HISTORY     - 1949     MONUMENTED       CGS
 CZ0326  HISTORY     - 1952     GOOD             NGS
 CZ0326  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0326
 CZ0326                          STATION DESCRIPTION
 CZ0326
 CZ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0326'4.25 MI S FROM PICACHO.
 CZ0326'ABOUT 3.2 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0326'RAILROAD STATION AT PICACHO, THENCE 0.5 MILE SOUTHEAST ALONG A GRADED
 CZ0326'ROAD TO MARANA NO. 1 AIRPORT, THENCE 0.55 MILE NORTHEAST ALONG A FENCE
 CZ0326'LINE, AT THE MARANA NO 1 AIRPORT, 0.55 MILE NORTHEAST OF THE MAIN
 CZ0326'ENTRANCE TO THE FIELD, AT THE NORTH CORNER OF THE FIELD, ABOUT 80
 CZ0326'YARDS NORTH OF THE NORTH CORNER OF THE ASPHALT LANDING AREA, 55 FEET
 CZ0326'SOUTHEAST OF THE NORTH CORNER POST OF THE BOUNDARY FENCE, 3 FEET
 CZ0326'NORTHWEST OF A WITNESS POST, 1.5 FEET SOUTHWEST OF THE BOUNDARY FENCE,
 CZ0326'AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0326
 CZ0326                          STATION RECOVERY (1977)
 CZ0326
 CZ0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0619 ***********************************************************************
 DA0619  DESIGNATION -  H 285
 DA0619  PID         -  DA0619
 DA0619  STATE/COUNTY-  AZ/MARICOPA
 DA0619  USGS QUAD   -  BOSQUE (1973)
 DA0619
 DA0619                         *CURRENT SURVEY CONTROL
 DA0619  ___________________________________________________________________
 DA0619* NAD 83(1986)-  32 58 18.     (N)    112 34 10.     (W)     SCALED    
 DA0619* NAVD 88     -       319.881  (meters)    1049.48   (feet)  ADJUSTED  
 DA0619  ___________________________________________________________________
 DA0619  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DA0619  DYNAMIC HT  -         319.497 (meters)    1048.22  (feet)  COMP
 DA0619  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 DA0619
 DA0619  VERT ORDER  -  FIRST     CLASS II
 DA0619
 DA0619.The horizontal coordinates were scaled from a topographic map and have
 DA0619.an estimated accuracy of +/- 6 seconds.
 DA0619
 DA0619.The orthometric height was determined by differential leveling
 DA0619.and adjusted in June 1991.
 DA0619
 DA0619.The geoid height was determined by GEOID03.
 DA0619
 DA0619.The dynamic height is computed by dividing the NAVD 88
 DA0619.geopotential number by the normal gravity value computed on the
 DA0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0619.degrees latitude (g = 980.6199 gals.).
 DA0619
 DA0619.The modeled gravity was interpolated from observed gravity values.
 DA0619
 DA0619;                    North         East    Units  Estimated Accuracy
 DA0619;SPC AZ C     -   218,800.      152,340.      MT  (+/- 180 meters Scaled)
 DA0619
 DA0619                          SUPERSEDED SURVEY CONTROL
 DA0619
 DA0619  NGVD 29 (??/??/92)  319.247  (m)         1047.40   (f) ADJ UNCH    1 2
 DA0619
 DA0619.Superseded values are not recommended for survey control.
 DA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0619.See file dsdata.txt to determine how the superseded data were derived.
 DA0619
 DA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB533492(NAD 83)
 DA0619_MARKER: DB = BENCH MARK DISK
 DA0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0619_STAMPING: H 285 1949
 DA0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0619+STABILITY: SURFACE MOTION
 DA0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0619+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0619
 DA0619  HISTORY     - Date     Condition        Report By
 DA0619  HISTORY     - 1949     MONUMENTED       CGS
 DA0619  HISTORY     - 1967     GOOD             NGS
 DA0619  HISTORY     - 1980     GOOD             NGS
 DA0619  HISTORY     - 1980     GOOD             NGS
 DA0619  HISTORY     - 19941202 GOOD             USPSQD
 DA0619  HISTORY     - 20070603 GOOD             GEOCAC
 DA0619
 DA0619                          STATION DESCRIPTION
 DA0619
 DA0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0619'8.7 MI E FROM GILA BEND.
 DA0619'8.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0619'GILA BEND, IN S 21, T 5 S, R 3 W, 0.45 MILE EAST OF MILEPOST 864, 41
 DA0619'FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, 10 FEET
 DA0619'NORTHEAST OF TELEPHONE POLE 44-F, 1.3 FEET SOUTH OF A METAL WITNESS
 DA0619'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP
 DA0619'OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0619
 DA0619                          STATION RECOVERY (1980)
 DA0619
 DA0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0619'RECOVERED IN GOOD CONDITION.
 DA0619
 DA0619                          STATION RECOVERY (1980)
 DA0619
 DA0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0619'RECOVERED IN GOOD CONDITION.
 DA0619
 DA0619                          STATION RECOVERY (1994)
 DA0619
 DA0619'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0619'RECOVERED IN GOOD CONDITION.
 DA0619
 DA0619                          STATION RECOVERY (2007)
 DA0619
 DA0619'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0684 ***********************************************************************
 ET0684  DESIGNATION -  H 286
 ET0684  PID         -  ET0684
 ET0684  STATE/COUNTY-  AZ/MOHAVE
 ET0684  USGS QUAD   -  SIGNAL (1990)
 ET0684
 ET0684                         *CURRENT SURVEY CONTROL
 ET0684  ___________________________________________________________________
 ET0684* NAD 83(1986)-  34 28 38.     (N)    113 37 35.     (W)     SCALED    
 ET0684* NAVD 88     -       463.297  (meters)    1520.00   (feet)  POSTED    
 ET0684  ___________________________________________________________________
 ET0684  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ET0684  DYNAMIC HT  -         462.770 (meters)    1518.27  (feet)  COMP
 ET0684  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 ET0684
 ET0684  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0684
 ET0684.The horizontal coordinates were scaled from a topographic map and have
 ET0684.an estimated accuracy of +/- 6 seconds.
 ET0684
 ET0684.The orthometric height was determined by differential leveling
 ET0684.and adjusted in November 2005.
 ET0684.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0684.rate of 1.1 thru 2.0 mm/km.
 ET0684
 ET0684.The geoid height was determined by GEOID03.
 ET0684
 ET0684.The dynamic height is computed by dividing the NAVD 88
 ET0684.geopotential number by the normal gravity value computed on the
 ET0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0684.degrees latitude (g = 980.6199 gals.).
 ET0684
 ET0684.The modeled gravity was interpolated from observed gravity values.
 ET0684
 ET0684;                    North         East    Units  Estimated Accuracy
 ET0684;SPC AZ W     -   385,610.      224,720.      MT  (+/- 180 meters Scaled)
 ET0684
 ET0684                          SUPERSEDED SURVEY CONTROL
 ET0684
 ET0684  NGVD 29 (??/??/92)  462.604  (m)         1517.73   (f) ADJ UNCH    1 2
 ET0684
 ET0684.Superseded values are not recommended for survey control.
 ET0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0684.See file dsdata.txt to determine how the superseded data were derived.
 ET0684
 ET0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD587182(NAD 83)
 ET0684_MARKER: DB = BENCH MARK DISK
 ET0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0684_STAMPING: H 286 1950
 ET0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0684+STABILITY: SURFACE MOTION
 ET0684
 ET0684  HISTORY     - Date     Condition        Report By
 ET0684  HISTORY     - 1950     MONUMENTED       CGS
 ET0684  HISTORY     - 19840504 GOOD             USGS
 ET0684
 ET0684                          STATION DESCRIPTION
 ET0684
 ET0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0684'0.4 MI NE FROM SIGNAL.
 ET0684'0.4 MILE NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0684'INTERSECTION AT SIGNAL, AT THE APPROXIMATE CENTER OF A SMALL CURVE, AT
 ET0684'THE TOP OF THE STEEPEST PART OF A GRADE, ABOUT 36 YARDS NORTHWEST OF
 ET0684'THE NORTHWEST BASE OF A PROMINENT ROCKY KNOLL, 33 FEET SOUTHWEST OF
 ET0684'THE APPROXIMATE CENTER OF A DITCH, 26 FEET EAST OF THE CENTER LINE OF
 ET0684'THE ROAD, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 ET0684'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 ET0684'FOOT ABOVE THE GROUND.
 ET0684
 ET0684                          STATION RECOVERY (1984)
 ET0684
 ET0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JMS)
 ET0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0625 ***********************************************************************
 ET0625  DESIGNATION -  H 287
 ET0625  PID         -  ET0625
 ET0625  STATE/COUNTY-  AZ/MOHAVE
 ET0625  USGS QUAD   -  KAISER SPRING (1980)
 ET0625
 ET0625                         *CURRENT SURVEY CONTROL
 ET0625  ___________________________________________________________________
 ET0625* NAD 83(1986)-  34 36 24.     (N)    113 30 01.     (W)     SCALED    
 ET0625* NAVD 88     -       812.598  (meters)    2666.00   (feet)  POSTED    
 ET0625  ___________________________________________________________________
 ET0625  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 ET0625  DYNAMIC HT  -         811.630 (meters)    2662.82  (feet)  COMP
 ET0625  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 ET0625
 ET0625  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0625
 ET0625.The horizontal coordinates were scaled from a topographic map and have
 ET0625.an estimated accuracy of +/- 6 seconds.
 ET0625
 ET0625.The orthometric height was determined by differential leveling
 ET0625.and adjusted in November 2005.
 ET0625
 ET0625.The geoid height was determined by GEOID03.
 ET0625
 ET0625.The dynamic height is computed by dividing the NAVD 88
 ET0625.geopotential number by the normal gravity value computed on the
 ET0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0625.degrees latitude (g = 980.6199 gals.).
 ET0625
 ET0625.The modeled gravity was interpolated from observed gravity values.
 ET0625
 ET0625;                    North         East    Units  Estimated Accuracy
 ET0625;SPC AZ W     -   399,990.      236,260.      MT  (+/- 180 meters Scaled)
 ET0625
 ET0625                          SUPERSEDED SURVEY CONTROL
 ET0625
 ET0625  NGVD 29 (??/??/92)  811.875  (m)         2663.63   (f) ADJ UNCH    1 2
 ET0625
 ET0625.Superseded values are not recommended for survey control.
 ET0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0625.See file dsdata.txt to determine how the superseded data were derived.
 ET0625
 ET0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD707322(NAD 83)
 ET0625_MARKER: DB = BENCH MARK DISK
 ET0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0625_STAMPING: H 287 1950
 ET0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0625+STABILITY: SURFACE MOTION
 ET0625
 ET0625  HISTORY     - Date     Condition        Report By
 ET0625  HISTORY     - 1950     MONUMENTED       CGS
 ET0625  HISTORY     - 20061006 GOOD             GEOCAC
 ET0625
 ET0625                          STATION DESCRIPTION
 ET0625
 ET0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0625'11.4 MI S FROM WIKIEUP.
 ET0625'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0625'WIKIEUP, THENCE 4.0 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT THE
 ET0625'SOUTHEAST BASE OF A ROCKY KNOLL, 25 1/2 FEET NORTH OF THE CENTER LINE
 ET0625'OF THE ROAD, 17 FEET NORTHWEST OF AN 8-INCH PALO VERDE TREE, 2.5 FEET
 ET0625'EAST OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN THE ROAD, AND SET IN
 ET0625'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ET0625'NOTE-- TO REACH FROM WIKIEUP POST OFFICE PROCEED SOUTH ON HIGHWAY 93,
 ET0625'7.8 MILES TO T ROAD HEADING EAST.  GO EAST APPROXIMATELY 1.7 MILES TO
 ET0625'TOP OF HILL AND STATION ON NORTH SIDE OF ROAD.
 ET0625
 ET0625                          STATION RECOVERY (2006)
 ET0625
 ET0625'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET0625'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 ET0625'UPDATE TO THE DESCRIPTION   THE DIRT ROAD IS CALLED BURRO CREEK
 ET0625'CROSSING, THE MARK IS 28.3 FEET FROM THE CENTERLINE OF THE ROAD, THE
 ET0625'WOODEN WITNESS POST NO LONGER HAS A SIGN ON IT. HANDHELD COORDINATES
 ET0625'32 36 25.32 (N)   113 29 59.76 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0452 ***********************************************************************
 ET0452  DESIGNATION -  H 288
 ET0452  PID         -  ET0452
 ET0452  STATE/COUNTY-  AZ/YAVAPAI
 ET0452  USGS QUAD   -  IRON SPRINGS (1979)
 ET0452
 ET0452                         *CURRENT SURVEY CONTROL
 ET0452  ___________________________________________________________________
 ET0452* NAD 83(1986)-  34 34 22.     (N)    112 37 22.     (W)     SCALED    
 ET0452* NAVD 88     -      1589.078  (meters)    5213.50   (feet)  POSTED    
 ET0452  ___________________________________________________________________
 ET0452  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 ET0452  DYNAMIC HT  -        1586.940 (meters)    5206.49  (feet)  COMP
 ET0452  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 ET0452
 ET0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0452
 ET0452.The horizontal coordinates were scaled from a topographic map and have
 ET0452.an estimated accuracy of +/- 6 seconds.
 ET0452
 ET0452.The orthometric height was determined by differential leveling
 ET0452.and adjusted in November 2005.
 ET0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0452.rate of 0.0 thru 1.0 mm/km.
 ET0452
 ET0452.The geoid height was determined by GEOID03.
 ET0452
 ET0452.The dynamic height is computed by dividing the NAVD 88
 ET0452.geopotential number by the normal gravity value computed on the
 ET0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0452.degrees latitude (g = 980.6199 gals.).
 ET0452
 ET0452.The modeled gravity was interpolated from observed gravity values.
 ET0452
 ET0452;                    North         East    Units  Estimated Accuracy
 ET0452;SPC AZ C     -   396,410.      148,570.      MT  (+/- 180 meters Scaled)
 ET0452
 ET0452                          SUPERSEDED SURVEY CONTROL
 ET0452
 ET0452  NGVD 29 (??/??/92) 1588.240  (m)         5210.75   (f) ADJ UNCH    1 2
 ET0452
 ET0452.Superseded values are not recommended for survey control.
 ET0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0452.See file dsdata.txt to determine how the superseded data were derived.
 ET0452
 ET0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD511268(NAD 83)
 ET0452_MARKER: DB = BENCH MARK DISK
 ET0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0452_SP_SET: CULVERT
 ET0452_STAMPING: H 288 1950
 ET0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0452
 ET0452  HISTORY     - Date     Condition        Report By
 ET0452  HISTORY     - 1950     MONUMENTED       CGS
 ET0452  HISTORY     - 1974     GOOD             USGS
 ET0452
 ET0452                          STATION DESCRIPTION
 ET0452
 ET0452'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0452'4.9 MI W FROM IRON SPRINGS.
 ET0452'4.9 MILES WEST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0452'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, AT THE SOUTH END OF
 ET0452'THE WEST HEADWALL OF A 2 X 3 FT CONCRETE BOX CULVERT, 22 FEET WEST OF
 ET0452'CENTERLINE RR GRADE, AND 4.4 FT LOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0645 ***********************************************************************
 ET0645  DESIGNATION -  H 289
 ET0645  PID         -  ET0645
 ET0645  STATE/COUNTY-  AZ/YAVAPAI
 ET0645  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0645
 ET0645                         *CURRENT SURVEY CONTROL
 ET0645  ___________________________________________________________________
 ET0645* NAD 83(1986)-  34 27 53.     (N)    113 15 41.     (W)     SCALED    
 ET0645* NAVD 88     -       889.357  (meters)    2917.83   (feet)  POSTED    
 ET0645  ___________________________________________________________________
 ET0645  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 ET0645  DYNAMIC HT  -         888.280 (meters)    2914.30  (feet)  COMP
 ET0645  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 ET0645
 ET0645  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0645
 ET0645.The horizontal coordinates were scaled from a topographic map and have
 ET0645.an estimated accuracy of +/- 6 seconds.
 ET0645
 ET0645.The orthometric height was determined by differential leveling
 ET0645.and adjusted in November 2005.
 ET0645.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0645.rate of 0.0 thru 1.0 mm/km.
 ET0645
 ET0645.The geoid height was determined by GEOID03.
 ET0645
 ET0645.The dynamic height is computed by dividing the NAVD 88
 ET0645.geopotential number by the normal gravity value computed on the
 ET0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0645.degrees latitude (g = 980.6199 gals.).
 ET0645
 ET0645.The modeled gravity was interpolated from observed gravity values.
 ET0645
 ET0645;                    North         East    Units  Estimated Accuracy
 ET0645;SPC AZ C     -   385,020.       89,820.      MT  (+/- 180 meters Scaled)
 ET0645
 ET0645                          SUPERSEDED SURVEY CONTROL
 ET0645
 ET0645  NGVD 29 (??/??/92)  888.643  (m)         2915.49   (f) ADJ UNCH    1 2
 ET0645
 ET0645.Superseded values are not recommended for survey control.
 ET0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0645.See file dsdata.txt to determine how the superseded data were derived.
 ET0645
 ET0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD922160(NAD 83)
 ET0645_MARKER: DB = BENCH MARK DISK
 ET0645_SETTING: 80 = SET IN A BOULDER
 ET0645_SP_SET: GRANITE BOULDER
 ET0645_STAMPING: H 289 1950
 ET0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0645+STABILITY: SURFACE MOTION
 ET0645
 ET0645  HISTORY     - Date     Condition        Report By
 ET0645  HISTORY     - 1950     MONUMENTED       CGS
 ET0645  HISTORY     - 20081130 MARK NOT FOUND   GEOCAC
 ET0645
 ET0645                          STATION DESCRIPTION
 ET0645
 ET0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0645'17.0 MI SW FROM BAGDAD.
 ET0645'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0645'AT BAGDAD, THENCE 10.2 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.9
 ET0645'MILE NORTHWEST OF THE JUNCTION OF A GRADED DIRT ROAD LEADING SOUTH TO
 ET0645'STATE HIGHWAY 93, 0.4 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 ET0645'NORTH, 0.2 MILE NORTHWEST OF A CATTLE GUARD, AT THE TOP OF A GRADE
 ET0645'FROM THE SOUTHEAST, 57 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 ET0645'SHORT 10-INCH SAGUARO CATUS, 51 FEET SOUTHEAST OF AN 8-INCH PALO VERDE
 ET0645'TREE, IN THE TOP OF A GRANITE BOULDER FLUSH WITH THE GROUND, 32 1/2
 ET0645'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET EAST OF A
 ET0645'LARGE BOULDER, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY
 ET0645'THE WHITE PAINTED LETTERS B M.
 ET0645
 ET0645                          STATION RECOVERY (2008)
 ET0645
 ET0645'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0645'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION DID NOT FIND A
 ET0645'PAINTED BM, FOUND A NUMBER OF PALO VERDE AND GRANITE BOULDERS, AND IT
 ET0645'APPEARS THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0626 ***********************************************************************
 ET0626  DESIGNATION -  H 290
 ET0626  PID         -  ET0626
 ET0626  STATE/COUNTY-  AZ/YAVAPAI
 ET0626  USGS QUAD   -  HILLSIDE (1969)
 ET0626
 ET0626                         *CURRENT SURVEY CONTROL
 ET0626  ___________________________________________________________________
 ET0626* NAD 83(1986)-  34 27 41.     (N)    112 59 56.     (W)     SCALED    
 ET0626* NAVD 88     -       957.209  (meters)    3140.44   (feet)  POSTED    
 ET0626  ___________________________________________________________________
 ET0626  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 ET0626  DYNAMIC HT  -         956.030 (meters)    3136.58  (feet)  COMP
 ET0626  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 ET0626
 ET0626  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0626
 ET0626.The horizontal coordinates were scaled from a topographic map and have
 ET0626.an estimated accuracy of +/- 6 seconds.
 ET0626
 ET0626.The orthometric height was determined by differential leveling
 ET0626.and adjusted in November 2005.
 ET0626.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0626.rate of 2.1 thru 3.0 mm/km.
 ET0626
 ET0626.The geoid height was determined by GEOID03.
 ET0626
 ET0626.The dynamic height is computed by dividing the NAVD 88
 ET0626.geopotential number by the normal gravity value computed on the
 ET0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0626.degrees latitude (g = 980.6199 gals.).
 ET0626
 ET0626.The modeled gravity was interpolated from observed gravity values.
 ET0626
 ET0626;                    North         East    Units  Estimated Accuracy
 ET0626;SPC AZ C     -   384,360.      113,930.      MT  (+/- 180 meters Scaled)
 ET0626
 ET0626                          SUPERSEDED SURVEY CONTROL
 ET0626
 ET0626  NGVD 29 (??/??/92)  956.481  (m)         3138.05   (f) ADJ UNCH    1 2
 ET0626
 ET0626.Superseded values are not recommended for survey control.
 ET0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0626.See file dsdata.txt to determine how the superseded data were derived.
 ET0626
 ET0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD163151(NAD 83)
 ET0626_MARKER: DB = BENCH MARK DISK
 ET0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0626_STAMPING: H 290 1950
 ET0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0626+STABILITY: SURFACE MOTION
 ET0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0626+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0626
 ET0626  HISTORY     - Date     Condition        Report By
 ET0626  HISTORY     - 1950     MONUMENTED       CGS
 ET0626  HISTORY     - 20080803 GOOD             GEOCAC
 ET0626
 ET0626                          STATION DESCRIPTION
 ET0626
 ET0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0626'6.9 MI NW FROM HILLSIDE.
 ET0626'6.9 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0626'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE WEST END OF A
 ET0626'LONG U CURVE, AT A POINT WHERE AN OLD ABANDONED ROAD PARALLELS THE
 ET0626'HIGHWAY, ON THE TOP OF AN EAST-WEST HOGBACK RIDGE, 72 FEET WEST OF A
 ET0626'SMALL BRUSHY PALO VERDE TREE, 60 FEET NORTH OF THE CENTER LINE OF THE
 ET0626'HIGHWAY, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH
 ET0626'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0626'0.6 FOOT ABOVE THE GROUND.
 ET0626
 ET0626                          STATION RECOVERY (2008)
 ET0626
 ET0626'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0626'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0626'27.691' W112 59.937'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0725 ***********************************************************************
 CZ0725  DESIGNATION -  H 291
 CZ0725  PID         -  CZ0725
 CZ0725  STATE/COUNTY-  AZ/PIMA
 CZ0725  USGS QUAD   -  AVRA (1992)
 CZ0725
 CZ0725                         *CURRENT SURVEY CONTROL
 CZ0725  ___________________________________________________________________
 CZ0725* NAD 83(1986)-  32 16 08.     (N)    111 12 59.     (W)     SCALED    
 CZ0725* NAVD 88     -       733.40   (+/-2cm)    2406.2    (feet)  VERTCON   
 CZ0725  ___________________________________________________________________
 CZ0725  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0725
 CZ0725.The horizontal coordinates were scaled from a topographic map and have
 CZ0725.an estimated accuracy of +/- 6 seconds.
 CZ0725
 CZ0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0725.The vertical order pertains to the NGVD 29 superseded value.
 CZ0725
 CZ0725.The geoid height was determined by GEOID03.
 CZ0725
 CZ0725;                    North         East    Units  Estimated Accuracy
 CZ0725;SPC AZ C     -   140,900.      279,330.      MT  (+/- 180 meters Scaled)
 CZ0725
 CZ0725                          SUPERSEDED SURVEY CONTROL
 CZ0725
 CZ0725  NGVD 29 (??/??/92)  732.744  (m)         2404.01   (f) ADJ UNCH    2 0
 CZ0725
 CZ0725.Superseded values are not recommended for survey control.
 CZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0725.See file dsdata.txt to determine how the superseded data were derived.
 CZ0725
 CZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA796702(NAD 83)
 CZ0725_MARKER: DB = BENCH MARK DISK
 CZ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0725_STAMPING: H 291 1951
 CZ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0725+STABILITY: SURFACE MOTION
 CZ0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0725+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0725
 CZ0725  HISTORY     - Date     Condition        Report By
 CZ0725  HISTORY     - 1951     MONUMENTED       CGS
 CZ0725  HISTORY     - 20011021 GOOD             INDIV
 CZ0725  HISTORY     - 20030411 GOOD             NGS
 CZ0725  HISTORY     - 20060405 GOOD             NGS
 CZ0725
 CZ0725                          STATION DESCRIPTION
 CZ0725
 CZ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0725'19.0 MI W FROM TUCSON.
 CZ0725'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0725'HIGHWAY 86 (AJO-TUCSON), THENCE 12.8 MILES NORTHWEST ALONG THE KINNEY
 CZ0725'ROAD (VIA MCCAIN LOOP), AT THE NORTHWEST END OF A TRIANGLE FORMED BY
 CZ0725'KINNEY ROAD AND A GRADED ROAD LEADING SOUTHEAST TO THE S O S PICNIC
 CZ0725'AREA, 39 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 16 1/2
 CZ0725'FEET SOUTH OF THE CENTER LINE OF THE PROLONGATION OF THE NORTHEAST LEG
 CZ0725'OF THE TRIANGLE, 2.3 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE
 CZ0725'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT
 CZ0725'2 FEET LOWER THAN THE ROAD.
 CZ0725
 CZ0725                          STATION RECOVERY (2001)
 CZ0725
 CZ0725'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0725'WITNESS POST STILL PRESENT.  GPS COORDINATES MEASURED AS N32 16 09.1,
 CZ0725'W111 12 59.5, ELEV. 2386 FEET.
 CZ0725
 CZ0725                          STATION RECOVERY (2003)
 CZ0725
 CZ0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ0725'ROAD TO SE IS CALLED HOHOKAM RAOD AND LEADS TO SUS PICNIC AREA.  THE
 CZ0725'INTERSECTION IS 0.2 MILES SE ALONG KINNEY ROAD FROM JUCTION WITH N.
 CZ0725'SANDARIO ROAD, 1.6 MILES NW OF SAGUARO NAT'L PARK VISITOR CENTER AND
 CZ0725'12.6 MILES NW OF JUNCTION OF KINNEY ROAD AND MILE WIDE ROAD.  CEDAR
 CZ0725'WITNESS POST IS PRESENT WITHOUT WITNESS SIGN.
 CZ0725
 CZ0725                          STATION RECOVERY (2006)
 CZ0725
 CZ0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0697 ***********************************************************************
 CZ0697  DESIGNATION -  H 292
 CZ0697  PID         -  CZ0697
 CZ0697  STATE/COUNTY-  AZ/PIMA
 CZ0697  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0697
 CZ0697                         *CURRENT SURVEY CONTROL
 CZ0697  ___________________________________________________________________
 CZ0697* NAD 83(2007)-  32 19 15.17509(N)    111 15 07.39910(W)     ADJUSTED  
 CZ0697* NAVD 88     -       644.50   (+/-2cm)    2114.5    (feet)  VERTCON   
 CZ0697  ___________________________________________________________________
 CZ0697  EPOCH DATE  -        2007.00
 CZ0697  X           -  -1,955,764.632 (meters)                     COMP
 CZ0697  Y           -  -5,028,706.380 (meters)                     COMP
 CZ0697  Z           -   3,390,882.773 (meters)                     COMP
 CZ0697  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 CZ0697  ELLIP HEIGHT-         614.675 (meters)          (02/10/07) ADJUSTED
 CZ0697  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0697
 CZ0697  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0697  Type    PID    Designation                      North   East  Ellip
 CZ0697  -------------------------------------------------------------------
 CZ0697  NETWORK CZ0697 H 292                             0.61   1.33   3.41
 CZ0697  -------------------------------------------------------------------
 CZ0697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0697
 CZ0697.The horizontal coordinates were established by GPS observations
 CZ0697.and adjusted by the National Geodetic Survey in February 2007.
 CZ0697
 CZ0697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0697.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0697.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0697.The epoch date for horizontal control is a decimal equivalence
 CZ0697.of Year/Month/Day.
 CZ0697
 CZ0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0697.The vertical order pertains to the NGVD 29 superseded value.
 CZ0697
 CZ0697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0697
 CZ0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0697
 CZ0697.The ellipsoidal height was determined by GPS observations
 CZ0697.and is referenced to NAD 83.
 CZ0697
 CZ0697.The geoid height was determined by GEOID03.
 CZ0697
 CZ0697;                    North         East     Units Scale Factor Converg.
 CZ0697;SPC AZ C     -   146,639.994   275,935.863   MT  0.99994827   +0 21 19.3
 CZ0697;SPC AZ C     -   481,102.34    905,301.39   iFT  0.99994827   +0 21 19.3
 CZ0697;UTM  12      - 3,576,031.842   476,275.285   MT  0.99960694   -0 08 05.2
 CZ0697
 CZ0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0697!SPC AZ C     -   0.99990350  x   0.99994827  =   0.99985177
 CZ0697!UTM  12      -   0.99990350  x   0.99960694  =   0.99951048
 CZ0697
 CZ0697                          SUPERSEDED SURVEY CONTROL
 CZ0697
 CZ0697  ELLIP H (06/11/02)  614.692  (m)                       GP(       ) 4 2
 CZ0697  NAD 83(1992)-  32 19 15.17355(N)    111 15 07.39733(W) AD(       ) 1
 CZ0697  ELLIP H (08/23/93)  614.765  (m)                       GP(       ) 4 2
 CZ0697  NAD 83(1986)-  32 19 15.16869(N)    111 15 07.39676(W) AD(       ) 1
 CZ0697  NGVD 29 (??/??/92)  643.884  (m)         2112.48   (f) ADJ UNCH    2 0
 CZ0697
 CZ0697.Superseded values are not recommended for survey control.
 CZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0697.See file dsdata.txt to determine how the superseded data were derived.
 CZ0697
 CZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7627576032(NAD 83)
 CZ0697_MARKER: DB = BENCH MARK DISK
 CZ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0697_STAMPING: H 292 1951
 CZ0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0697+STABILITY: SURFACE MOTION
 CZ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0697+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 CZ0697
 CZ0697  HISTORY     - Date     Condition        Report By
 CZ0697  HISTORY     - 1951     MONUMENTED       CGS
 CZ0697  HISTORY     - 1967     GOOD             USGS
 CZ0697  HISTORY     - 1987     GOOD             NGS
 CZ0697  HISTORY     - 19970129 GOOD             USPSQD
 CZ0697  HISTORY     - 20040322 GOOD             INDIV
 CZ0697
 CZ0697                          STATION DESCRIPTION
 CZ0697
 CZ0697'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0697'13.0 MI SW FROM RILLITO.
 CZ0697'13 MILES SOUTHWEST OF RILLITO FROM THE POSTOFFICE AT RILLITO GO SOUTH
 CZ0697'ON U.S. INTERSTATE 10 FOR 1.5 MILES TO AVRA VALLEY ROAD.  TURN RIGHT
 CZ0697'(WEST) AND GO 5.0 MILES TO SANDARIO ROAD.  TURN LEFT (SOUTH) AND GO
 CZ0697'5.1 MILES TO THE PICTURE ROCKS ROADS.  TURN RIGHT (WEST) AND GO 2.2
 CZ0697'MILES (0.3 MILES WEST OF POWER LINE X-ING) TO A DIM TRACK ROAD LEADING
 CZ0697'SOUTH.  TURN LEFT (SOUTH) AND GO 0.55 MILE TO AN EAST-WEST FENCELINE
 CZ0697'AND TELEPHONE LINE AND EAST-WEST TRACK ROAD.  THE BM IS 98 FEET EAST
 CZ0697'OF X-ING OF THE TRACK ROADS, 15 FEET NORTH OF THE R-W TRACK ROAD, 1.5
 CZ0697'FEET SOUTH OF A FENCE, AND 5.3 FEET WEST OF A TELEPHONE POLE.
 CZ0697
 CZ0697                          STATION RECOVERY (1987)
 CZ0697
 CZ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0697'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0697'IN GOOD CONDITION.
 CZ0697'
 CZ0697'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI)
 CZ0697'NORTHWEST OF TUCSON,
 CZ0697'29.0 KM (18 MI) SOUTH-SOUTHEAST OF RED ROCK AND
 CZ0697'27.4 KM (17 MI) NORTH-NORTHEAST OF THREE POINTS.
 CZ0697'OWNERSHIP--U.S. BUREAU OF RECLAMATION, P.O. BOX 36510, TUCSON AZ
 CZ0697'85740-6510, PHONE 602-629-6601.
 CZ0697'
 CZ0697'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0697'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ0697'TUCSON, GO WEST FOR 8.4 KM (5.2 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ0697'ROAD LEFT, SANDARIO ROAD.
 CZ0697'TURN LEFT AND GO SOUTH FOR 8.4 KM (5.2 MI) ON SANDARIO ROAD TO
 CZ0697'PICTURE ROCK ROAD AND A STORE ON THE RIGHT.
 CZ0697'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.8 KM (0.5 MI) ON
 CZ0697'SANDARIO ROAD TO ORANGE GROVE ROAD.
 CZ0697'TURN RIGHT AND GO WEST FOR 1.6 KM (1.0 MI) ON ORANGE GROVE ROAD TO
 CZ0697'THE END OF PAVEMENT AT SANDERS ROAD.
 CZ0697'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.4 KM (0.9 MI) ON ORANGE
 CZ0697'GROVE ROAD TO A POWERLINE CROSSING.
 CZ0697'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON THE DIRT
 CZ0697'ROAD TO THE STATION ON THE RIGHT.
 CZ0697'
 CZ0697'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0697'STAMPED---H 292 1951---,
 CZ0697'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ0697'30 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 CZ0697'50.75 METERS (166.5 FT) EAST FROM A TELEPHONE JUNCTION BOX,
 CZ0697'42.52 METERS (139.5 FT) WEST-NORTHWEST FROM A UTILITY POLE NUMBER
 CZ0697'D1108 3E,
 CZ0697'11.89 METERS (39.0 FT) NORTH FROM THE APPROXIMATE CENTER OF ORANGE
 CZ0697'GROVE ROAD,
 CZ0697'3.96 METERS (13.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A SAND
 CZ0697'ROAD AND
 CZ0697'0.61 METERS (2.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 CZ0697'
 CZ0697'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0697'
 CZ0697'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0697'
 CZ0697'DESCRIBED BY R.W. MCALLISTER.
 CZ0697
 CZ0697                          STATION RECOVERY (1997)
 CZ0697
 CZ0697'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0697'RECOVERED IN GOOD CONDITION.
 CZ0697
 CZ0697                          STATION RECOVERY (2004)
 CZ0697
 CZ0697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 CZ0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0633 ***********************************************************************
 CZ0633  DESIGNATION -  H 294
 CZ0633  PID         -  CZ0633
 CZ0633  STATE/COUNTY-  AZ/PIMA
 CZ0633  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0633
 CZ0633                         *CURRENT SURVEY CONTROL
 CZ0633  ___________________________________________________________________
 CZ0633* NAD 83(1986)-  32 24 25.     (N)    111 18 15.     (W)     SCALED    
 CZ0633* NAVD 88     -       603.16   (+/-2cm)    1978.9    (feet)  VERTCON   
 CZ0633  ___________________________________________________________________
 CZ0633  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0633
 CZ0633.The horizontal coordinates were scaled from a topographic map and have
 CZ0633.an estimated accuracy of +/- 6 seconds.
 CZ0633
 CZ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0633.The vertical order pertains to the NGVD 29 superseded value.
 CZ0633
 CZ0633.The geoid height was determined by GEOID03.
 CZ0633
 CZ0633;                    North         East    Units  Estimated Accuracy
 CZ0633;SPC AZ C     -   156,150.      270,980.      MT  (+/- 180 meters Scaled)
 CZ0633
 CZ0633                          SUPERSEDED SURVEY CONTROL
 CZ0633
 CZ0633  NGVD 29 (??/??/92)  602.603  (m)         1977.04   (f) ADJ UNCH    2 0
 CZ0633
 CZ0633.Superseded values are not recommended for survey control.
 CZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0633.See file dsdata.txt to determine how the superseded data were derived.
 CZ0633
 CZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA713855(NAD 83)
 CZ0633_MARKER: DB = BENCH MARK DISK
 CZ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0633_STAMPING: H 294 1951
 CZ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0633+STABILITY: SURFACE MOTION
 CZ0633
 CZ0633  HISTORY     - Date     Condition        Report By
 CZ0633  HISTORY     - 1951     MONUMENTED       CGS
 CZ0633  HISTORY     - 1985     MARK NOT FOUND   USGS
 CZ0633
 CZ0633                          STATION DESCRIPTION
 CZ0633
 CZ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0633'13.8 MI W FROM RILLITO.
 CZ0633'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0633'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0633'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0633'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0633'TRICO ELECTRIC POWER PLANT, THENCE 2.7 MILES SOUTH ALONG A DIRT ROAD,
 CZ0633'AT A T JUNCTION OF THE MAIN ROAD LEADING NORTH AND SOUTH AND A ROAD
 CZ0633'LEADING WEST AND THE T JUNCTION OF A NORTH-SOUTH POWER LINE, AND A
 CZ0633'LINE LEADING WEST TO THE IRRIGATION PUMPS, 50 1/2 FEET WEST OF THE
 CZ0633'CENTER LINE OF THE MAIN ROAD, 34 1/2 FEET SOUTHWEST OF THE CENTER LINE
 CZ0633'OF THE ROAD LEADING NORTHWEST AND WEST, 2.2 FEET NORTH OF THE WITNESS
 CZ0633'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0633'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0633
 CZ0633                          STATION RECOVERY (1985)
 CZ0633
 CZ0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 CZ0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0711 ***********************************************************************
 CZ0711  DESIGNATION -  H 295
 CZ0711  PID         -  CZ0711
 CZ0711  STATE/COUNTY-  AZ/PIMA
 CZ0711  USGS QUAD   -  AVRA (1992)
 CZ0711
 CZ0711                         *CURRENT SURVEY CONTROL
 CZ0711  ___________________________________________________________________
 CZ0711* NAD 83(1986)-  32 19 31.     (N)    111 07 39.     (W)     SCALED    
 CZ0711* NAVD 88     -       759.19   (+/-2cm)    2490.8    (feet)  VERTCON   
 CZ0711  ___________________________________________________________________
 CZ0711  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0711
 CZ0711.The horizontal coordinates were scaled from a topographic map and have
 CZ0711.an estimated accuracy of +/- 6 seconds.
 CZ0711
 CZ0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0711.The vertical order pertains to the NGVD 29 superseded value.
 CZ0711
 CZ0711.The geoid height was determined by GEOID03.
 CZ0711
 CZ0711;                    North         East    Units  Estimated Accuracy
 CZ0711;SPC AZ C     -   147,210.      287,660.      MT  (+/- 180 meters Scaled)
 CZ0711
 CZ0711                          SUPERSEDED SURVEY CONTROL
 CZ0711
 CZ0711  NGVD 29 (??/??/92)  758.526  (m)         2488.60   (f) ADJ UNCH    2 0
 CZ0711
 CZ0711.Superseded values are not recommended for survey control.
 CZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0711.See file dsdata.txt to determine how the superseded data were derived.
 CZ0711
 CZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA880764(NAD 83)
 CZ0711_MARKER: DB = BENCH MARK DISK
 CZ0711_SETTING: 80 = SET IN A BOULDER
 CZ0711_SP_SET: BOULDER
 CZ0711_STAMPING: H 295 1951
 CZ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0711+STABILITY: SURFACE MOTION
 CZ0711
 CZ0711  HISTORY     - Date     Condition        Report By
 CZ0711  HISTORY     - 1951     MONUMENTED       CGS
 CZ0711
 CZ0711                          STATION DESCRIPTION
 CZ0711
 CZ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0711'3.75 MI SW FROM CORTARO.
 CZ0711'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AT
 CZ0711'CORTARO, THENCE 2 MILES SOUTHWEST ALONG THE KINNEY ROAD, ON THE SUMMIT
 CZ0711'OF KINNEY ROAD, AND SET IN THE TOP OF A 2 BY 3 FEET BOULDER PROJECTING
 CZ0711'0.8 FOOT ABOVE THE GROUND, 83.5 FEET WEST OF THE SOUTH ONE OF TWO
 CZ0711'POSTS SUPPORTING THE EAST TUCSON MOUNTAIN PARK SIGN, 18 FEET NORTH OF
 CZ0711'THE CENTER LINE OF KINNEY ROAD, 3.6 FEET SOUTHEAST OF A WITNESS POST,
 CZ0711'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0662 ***********************************************************************
 CZ0662  DESIGNATION -  H 296
 CZ0662  PID         -  CZ0662
 CZ0662  STATE/COUNTY-  AZ/PIMA
 CZ0662  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0662
 CZ0662                         *CURRENT SURVEY CONTROL
 CZ0662  ___________________________________________________________________
 CZ0662* NAD 83(1986)-  32 10 31.     (N)    111 14 04.     (W)     SCALED    
 CZ0662* NAVD 88     -       706.87   (+/-2cm)    2319.1    (feet)  VERTCON   
 CZ0662  ___________________________________________________________________
 CZ0662  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0662
 CZ0662.The horizontal coordinates were scaled from a topographic map and have
 CZ0662.an estimated accuracy of +/- 6 seconds.
 CZ0662
 CZ0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0662.The vertical order pertains to the NGVD 29 superseded value.
 CZ0662
 CZ0662.The geoid height was determined by GEOID03.
 CZ0662
 CZ0662;                    North         East    Units  Estimated Accuracy
 CZ0662;SPC AZ C     -   130,510.      277,700.      MT  (+/- 180 meters Scaled)
 CZ0662
 CZ0662                          SUPERSEDED SURVEY CONTROL
 CZ0662
 CZ0662  NGVD 29 (??/??/92)  706.214  (m)         2316.97   (f) ADJ UNCH    2 0
 CZ0662
 CZ0662.Superseded values are not recommended for survey control.
 CZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0662.See file dsdata.txt to determine how the superseded data were derived.
 CZ0662
 CZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA778598(NAD 83)
 CZ0662_MARKER: DB = BENCH MARK DISK
 CZ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0662_STAMPING: H 296 1951
 CZ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0662+STABILITY: SURFACE MOTION
 CZ0662
 CZ0662  HISTORY     - Date     Condition        Report By
 CZ0662  HISTORY     - 1951     MONUMENTED       CGS
 CZ0662  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0662
 CZ0662                          STATION DESCRIPTION
 CZ0662
 CZ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0662'18.8 MI W FROM TUCSON.
 CZ0662'13.6 MILES SOUTHWEST OF THE U. S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0662'STATE HIGHWAY 86, THENCE 5.2 MILE NORTHWEST ALONG A SAND AND DIRT ROAD
 CZ0662'TO AN EAST-WEST POWER LINE AND FENCE, 99 FEET EAST OF THE CENTER OF A
 CZ0662'T JUNCTION OF A ROAD LEADING EAST AND WEST, 64 FEET EAST OF THE CENTER
 CZ0662'LINE OF THE MAIN ROAD, 2.7 FEET SOUTH OF A FENCE AND POWER LINES
 CZ0662'OVERHEAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 CZ0662'ABOVE THE GROUND.
 CZ0662
 CZ0662                          STATION RECOVERY (1966)
 CZ0662
 CZ0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0078 ***********************************************************************
 DA0078  DESIGNATION -  H 297
 DA0078  PID         -  DA0078
 DA0078  STATE/COUNTY-  AZ/PINAL
 DA0078  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0078
 DA0078                         *CURRENT SURVEY CONTROL
 DA0078  ___________________________________________________________________
 DA0078* NAD 83(1986)-  32 52 29.     (N)    112 02 59.     (W)     SCALED    
 DA0078* NAVD 88     -       424.58   (+/-2cm)    1393.0    (feet)  VERTCON   
 DA0078  ___________________________________________________________________
 DA0078  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0078
 DA0078.The horizontal coordinates were scaled from a topographic map and have
 DA0078.an estimated accuracy of +/- 6 seconds.
 DA0078
 DA0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0078.The vertical order pertains to the NGVD 29 superseded value.
 DA0078
 DA0078.The geoid height was determined by GEOID03.
 DA0078
 DA0078;                    North         East    Units  Estimated Accuracy
 DA0078;SPC AZ C     -   207,870.      200,910.      MT  (+/- 180 meters Scaled)
 DA0078
 DA0078                          SUPERSEDED SURVEY CONTROL
 DA0078
 DA0078  NGVD 29 (??/??/92)  423.994  (m)         1391.05   (f) ADJ UNCH    2 0
 DA0078
 DA0078.Superseded values are not recommended for survey control.
 DA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0078.See file dsdata.txt to determine how the superseded data were derived.
 DA0078
 DA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB017378(NAD 83)
 DA0078_MARKER: DB = BENCH MARK DISK
 DA0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0078_STAMPING: H 297 1951
 DA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0078+STABILITY: SURFACE MOTION
 DA0078
 DA0078  HISTORY     - Date     Condition        Report By
 DA0078  HISTORY     - 1951     MONUMENTED       CGS
 DA0078
 DA0078                          STATION DESCRIPTION
 DA0078
 DA0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0078'4.7 MI W FROM STANFIELD.
 DA0078'4.7 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0078'STANFIELD, AT THE T JUNCTION OF MARICOPA ROAD WHICH LEADS NORTH, 0.2
 DA0078'MILE WEST OF HIGHWAY MILEPOST 161, 120 FEET WEST OF THE CENTER LINE OF
 DA0078'THE ROAD, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 DA0078'NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 DA0078'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT
 DA0078'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0691 ***********************************************************************
 DA0691  DESIGNATION -  H 298
 DA0691  PID         -  DA0691
 DA0691  STATE/COUNTY-  AZ/MARICOPA
 DA0691  USGS QUAD   -  BOSQUE (1973)
 DA0691
 DA0691                         *CURRENT SURVEY CONTROL
 DA0691  ___________________________________________________________________
 DA0691* NAD 83(1986)-  32 55 21.     (N)    112 33 17.     (W)     SCALED    
 DA0691* NAVD 88     -       359.84   (+/-2cm)    1180.6    (feet)  VERTCON   
 DA0691  ___________________________________________________________________
 DA0691  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DA0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0691
 DA0691.The horizontal coordinates were scaled from a topographic map and have
 DA0691.an estimated accuracy of +/- 6 seconds.
 DA0691
 DA0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0691.The vertical order pertains to the NGVD 29 superseded value.
 DA0691
 DA0691.The geoid height was determined by GEOID03.
 DA0691
 DA0691;                    North         East    Units  Estimated Accuracy
 DA0691;SPC AZ C     -   213,340.      153,690.      MT  (+/- 180 meters Scaled)
 DA0691
 DA0691                          SUPERSEDED SURVEY CONTROL
 DA0691
 DA0691  NGVD 29 (??/??/92)  359.202  (m)         1178.48   (f) ADJ UNCH    2 0
 DA0691
 DA0691.Superseded values are not recommended for survey control.
 DA0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0691.See file dsdata.txt to determine how the superseded data were derived.
 DA0691
 DA0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB546437(NAD 83)
 DA0691_MARKER: DB = BENCH MARK DISK
 DA0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0691_STAMPING: H 298 1951
 DA0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0691+STABILITY: SURFACE MOTION
 DA0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0691+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0691
 DA0691  HISTORY     - Date     Condition        Report By
 DA0691  HISTORY     - 1951     MONUMENTED       CGS
 DA0691  HISTORY     - 1973     GOOD             USGS
 DA0691  HISTORY     - 20080418 GOOD             GEOCAC
 DA0691
 DA0691                          STATION DESCRIPTION
 DA0691
 DA0691'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0691'11.7 MI E FROM GILA BEND.
 DA0691'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U. S.
 DA0691'HIGHWAY 80, THENCE 8.0 MILES ALONG INTERSTATE 8 TO A GATE AND GRAVEL
 DA0691'ROAD NORTH OF THE WEST BOUND LANE, THENCE 2.15 MILES NORTHWEST ALONG A
 DA0691'DIRT ROAD, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND SET IN
 DA0691'THE TOP OF A CONCRETE POST 0.5 FOOT ABOVE GROUND, AND LEVEL WITH THE
 DA0691'ROAD.
 DA0691
 DA0691                          STATION RECOVERY (2008)
 DA0691
 DA0691'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0691'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0691'THE DESCRIPTION - THE MARK IS 1.8 FEET WEST OF A WOODEN 4X4 WITNESS
 DA0691'POST WITH NO SIGN. HANDHELD COORDINATES
 DA0691'32 55 21.4 (N)   112 33 16.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1214 ***********************************************************************
 CZ1214  DESIGNATION -  H 299
 CZ1214  PID         -  CZ1214
 CZ1214  STATE/COUNTY-  AZ/PINAL
 CZ1214  USGS QUAD   -  CHUICHU (1992)
 CZ1214
 CZ1214                         *CURRENT SURVEY CONTROL
 CZ1214  ___________________________________________________________________
 CZ1214* NAD 83(1986)-  32 47 57.     (N)    111 51 37.     (W)     SCALED    
 CZ1214* NAVD 88     -       422.55   (+/-2cm)    1386.3    (feet)  VERTCON   
 CZ1214  ___________________________________________________________________
 CZ1214  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1214
 CZ1214.The horizontal coordinates were scaled from a topographic map and have
 CZ1214.an estimated accuracy of +/- 6 seconds.
 CZ1214
 CZ1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1214.The vertical order pertains to the NGVD 29 superseded value.
 CZ1214
 CZ1214.The geoid height was determined by GEOID03.
 CZ1214
 CZ1214;                    North         East    Units  Estimated Accuracy
 CZ1214;SPC AZ C     -   199,480.      218,640.      MT  (+/- 180 meters Scaled)
 CZ1214
 CZ1214                          SUPERSEDED SURVEY CONTROL
 CZ1214
 CZ1214  NGVD 29 (??/??/92)  421.941  (m)         1384.32   (f) ADJ UNCH    2 0
 CZ1214
 CZ1214.Superseded values are not recommended for survey control.
 CZ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1214.See file dsdata.txt to determine how the superseded data were derived.
 CZ1214
 CZ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194293(NAD 83)
 CZ1214_MARKER: DB = BENCH MARK DISK
 CZ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1214_STAMPING: H 299 1952
 CZ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1214+STABILITY: SURFACE MOTION
 CZ1214
 CZ1214  HISTORY     - Date     Condition        Report By
 CZ1214  HISTORY     - 1952     MONUMENTED       CGS
 CZ1214  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1214  HISTORY     - 20070407 GOOD             GEOCAC
 CZ1214
 CZ1214                          STATION DESCRIPTION
 CZ1214
 CZ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1214'8.1 MI N FROM COCKLEBUR.
 CZ1214'8.1 MILES NORTH ALONG A TRACK ROAD FROM THE WELL AT COCKLEBUR, 0.7
 CZ1214'MILE NORTH OF THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION, 0.6
 CZ1214'MILE SOUTH OF A RANCH HOUSE, AT A T FENCE CORNER, AT A GATE WHICH THE
 CZ1214'ROAD PASSES THROUGH, 32 1/2 FEET EAST OF THE CENTER OF A GATE, 19 FEET
 CZ1214'EAST OF A CORNER FENCE POST, 1.4 FEET SOUTH OF A FENCE, 1.8 FEET WEST
 CZ1214'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1214'0.8 FOOT ABOVE THE GROUND.
 CZ1214
 CZ1214                          STATION RECOVERY (1966)
 CZ1214
 CZ1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1214'MARK NOT FOUND.
 CZ1214
 CZ1214                          STATION RECOVERY (2007)
 CZ1214
 CZ1214'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1214'RECOVERED IN GOOD CONDITION. THE ROADS HAVE CHANGED AND A NEW TO-REACH
 CZ1214'FOLLOWS.
 CZ1214'FROM THE MONTGOMERY ROAD OVERPASS AT INTERSTATE 8 PROCEED TWO MILES
 CZ1214'SOUTH ON MONTGOMERY ROAD AND THE MARK ON THE LEFT. 122 FEET EAST OF
 CZ1214'THE EAST BANK OF THE CONCRETE CANAL, 88 FEET EAST OF A 12 INCH POLE
 CZ1214'PLANTED MIDWAY BETWEEN THE TWO CANAL ROADS ON THE EAST SIDE OF THE
 CZ1214'CONCRETE CANAL, 19 FEET EAST OF A CORNER FENCE POST, 1.4 FEET SOUTH OF
 CZ1214'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CZ1214'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1162 ***********************************************************************
 DV1162  DESIGNATION -  H 30 RESET
 DV1162  PID         -  DV1162
 DV1162  STATE/COUNTY-  AZ/LA PAZ
 DV1162  USGS QUAD   -  VICKSBURG (1990)
 DV1162
 DV1162                         *CURRENT SURVEY CONTROL
 DV1162  ___________________________________________________________________
 DV1162* NAD 83(1986)-  33 42 48.     (N)    113 47 50.     (W)     SCALED    
 DV1162* NAVD 88     -       358.126  (meters)    1174.95   (feet)  ADJUSTED  
 DV1162  ___________________________________________________________________
 DV1162  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DV1162  DYNAMIC HT  -         357.719 (meters)    1173.62  (feet)  COMP
 DV1162  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 DV1162
 DV1162  VERT ORDER  -  FIRST     CLASS II
 DV1162
 DV1162.The horizontal coordinates were scaled from a topographic map and have
 DV1162.an estimated accuracy of +/- 6 seconds.
 DV1162
 DV1162.The orthometric height was determined by differential leveling
 DV1162.and adjusted in June 1991.
 DV1162
 DV1162.The geoid height was determined by GEOID03.
 DV1162
 DV1162.The dynamic height is computed by dividing the NAVD 88
 DV1162.geopotential number by the normal gravity value computed on the
 DV1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1162.degrees latitude (g = 980.6199 gals.).
 DV1162
 DV1162.The modeled gravity was interpolated from observed gravity values.
 DV1162
 DV1162;                    North         East    Units  Estimated Accuracy
 DV1162;SPC AZ W     -   300,870.      208,980.      MT  (+/- 180 meters Scaled)
 DV1162
 DV1162                          SUPERSEDED SURVEY CONTROL
 DV1162
 DV1162.No superseded survey control is available for this station.
 DV1162
 DV1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC407338(NAD 83)
 DV1162_MARKER: DB = BENCH MARK DISK
 DV1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1162_STAMPING: H 30 1933 RESET 1965
 DV1162_MARK LOGO: CGS   
 DV1162_PROJECTION: PROJECTING 12 CENTIMETERS
 DV1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1162+STABILITY: SURFACE MOTION
 DV1162
 DV1162  HISTORY     - Date     Condition        Report By
 DV1162  HISTORY     - 1965     MONUMENTED       CGS
 DV1162  HISTORY     - 1981     GOOD             NGS
 DV1162  HISTORY     - 19890127 GOOD             USPSQD
 DV1162
 DV1162                          STATION DESCRIPTION
 DV1162
 DV1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DV1162'12.3 MI W FROM SALOME.
 DV1162'ABOUT 12.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM SALOME, YUMA COUNTY,
 DV1162'5.5 MILES WEST OF HOPE, 1.5 MILES EAST OF THE RILEY SERVICE STATION,
 DV1162'ABOUT 0.15 MILE NORTH OF A GROUP OF FRAME DWELLINGS SCATTERED ALONG
 DV1162'THE SOUTH SIDE OF THE HIGHWAY, 185 FEET SOUTHWEST OF THE SOUTHWEST
 DV1162'CORNER OF AN ABONDONED WOOD AND STUCCE HOUSE, 99.0 FEET NORTH OF THE
 DV1162'CENTER OF THE HIGHWAY, 2.0 FEET WEST OF A METAL WITNESS POST WITH SIGN
 DV1162'ATTACHED, 2.0 FEET WEST-SOUTHWEST OF A SOUTHEAST STEEL FENCE CORNER
 DV1162'POST AND 1.0 FOOT SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE. THE
 DV1162'BENCH MARK DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 DV1162'WHICH IS 10 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE SURFACE
 DV1162'OF THE GROUND.
 DV1162
 DV1162                          STATION RECOVERY (1981)
 DV1162
 DV1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1162'20.4 KM (12.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1162'SALOME ROAD IN SALOME, 0.25 KM (0.15 MI) NORTHWEST AND ACROSS THE
 DV1162'HIGHWAY FROM A GROUP OF FRAME DWELLINGS, 0.2 KM (0.1 MI) NORTHEAST OF
 DV1162'HIGHWAY MILEPOST 44, AT AN OFFSET IN THE HIGHWAY RIGHT-OF-WAY FENCE,
 DV1162'32.9 METERS (108 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 56.4
 DV1162'METERS (185 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF AN ABANDONED
 DV1162'WOOD AND STUCCO HOUSE, 39.2 METERS (129 FT) SOUTHWEST OF THE
 DV1162'CENTERLINE OF THE DRIVE LEADING TO THE HOUSE, 0.6 METERS (2.0 FT)
 DV1162'SOUTH OF A BRACED ANGLE IRON CORNER POST IN THE RIGHT-OF-WAY FENCE.
 DV1162'THE MARK IS 055 METERS  SW FROM A WITNESS POST.
 DV1162'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DV1162
 DV1162                          STATION RECOVERY (1989)
 DV1162
 DV1162'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DV1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0141 ***********************************************************************
 DA0141  DESIGNATION -  H 300
 DA0141  PID         -  DA0141
 DA0141  STATE/COUNTY-  AZ/PINAL
 DA0141  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0141
 DA0141                         *CURRENT SURVEY CONTROL
 DA0141  ___________________________________________________________________
 DA0141* NAD 83(1986)-  32 56 24.     (N)    112 01 51.     (W)     SCALED    
 DA0141* NAVD 88     -       380.01   (+/-2cm)    1246.7    (feet)  VERTCON   
 DA0141  ___________________________________________________________________
 DA0141  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DA0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0141
 DA0141.The horizontal coordinates were scaled from a topographic map and have
 DA0141.an estimated accuracy of +/- 6 seconds.
 DA0141
 DA0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0141.The vertical order pertains to the NGVD 29 superseded value.
 DA0141
 DA0141.The geoid height was determined by GEOID03.
 DA0141
 DA0141;                    North         East    Units  Estimated Accuracy
 DA0141;SPC AZ C     -   215,100.      202,690.      MT  (+/- 180 meters Scaled)
 DA0141
 DA0141                          SUPERSEDED SURVEY CONTROL
 DA0141
 DA0141  NGVD 29 (??/??/92)  379.451  (m)         1244.92   (f) ADJ UNCH    2 0
 DA0141
 DA0141.Superseded values are not recommended for survey control.
 DA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0141.See file dsdata.txt to determine how the superseded data were derived.
 DA0141
 DA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB036451(NAD 83)
 DA0141_MARKER: DB = BENCH MARK DISK
 DA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0141_STAMPING: H 300 1952
 DA0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0141+STABILITY: SURFACE MOTION
 DA0141
 DA0141  HISTORY     - Date     Condition        Report By
 DA0141  HISTORY     - 1952     MONUMENTED       CGS
 DA0141
 DA0141                          STATION DESCRIPTION
 DA0141
 DA0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0141'7.6 MI NW FROM STANFIELD.
 DA0141'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0141'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0141'2.0 MILES WEST ALONG THE MILLER ROAD, AT A FARM LABOR CAMP, AT THE T
 DA0141'JUNCTION OF A DIRT ROAD LEADING NORTH, 137 FEET NORTH OF THE CENTER
 DA0141'LINE OF THE MILLER ROAD, 52 FEET EAST OF THE PUMP AND ELEVATED WATER
 DA0141'TANK FOR THE CAMP, 38 1/2 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 DA0141'10.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME CABIN, 2 1/2
 DA0141'FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE, 1.7 FEET EAST OF A
 DA0141'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0141'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0749 ***********************************************************************
 CZ0749  DESIGNATION -  H 301
 CZ0749  PID         -  CZ0749
 CZ0749  STATE/COUNTY-  AZ/PIMA
 CZ0749  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0749
 CZ0749                         *CURRENT SURVEY CONTROL
 CZ0749  ___________________________________________________________________
 CZ0749* NAD 83(2007)-  32 14 47.85950(N)    111 17 45.32544(W)     ADJUSTED  
 CZ0749* NAVD 88     -       676.88   (+/-2cm)    2220.7    (feet)  VERTCON   
 CZ0749  ___________________________________________________________________
 CZ0749  EPOCH DATE  -        2007.00
 CZ0749  X           -  -1,961,221.653 (meters)                     COMP
 CZ0749  Y           -  -5,031,331.044 (meters)                     COMP
 CZ0749  Z           -   3,383,938.060 (meters)                     COMP
 CZ0749  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CZ0749  ELLIP HEIGHT-         647.021 (meters)          (02/10/07) ADJUSTED
 CZ0749  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0749
 CZ0749  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0749  Type    PID    Designation                      North   East  Ellip
 CZ0749  -------------------------------------------------------------------
 CZ0749  NETWORK CZ0749 H 301                             0.69   1.02   3.23
 CZ0749  -------------------------------------------------------------------
 CZ0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0749
 CZ0749.The horizontal coordinates were established by GPS observations
 CZ0749.and adjusted by the National Geodetic Survey in February 2007.
 CZ0749
 CZ0749.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0749.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0749.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0749.The epoch date for horizontal control is a decimal equivalence
 CZ0749.of Year/Month/Day.
 CZ0749
 CZ0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0749.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0749.derived orthometric height which differed from the leveled height by
 CZ0749.more than one decimeter (0.1 meter).
 CZ0749.The vertical order pertains to the NGVD 29 superseded value.
 CZ0749
 CZ0749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0749
 CZ0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0749
 CZ0749.The ellipsoidal height was determined by GPS observations
 CZ0749.and is referenced to NAD 83.
 CZ0749
 CZ0749.The geoid height was determined by GEOID03.
 CZ0749
 CZ0749;                    North         East     Units Scale Factor Converg.
 CZ0749;SPC AZ C     -   138,381.641   271,853.046   MT  0.99994218   +0 19 52.4
 CZ0749;SPC AZ C     -   454,008.01    891,906.32   iFT  0.99994218   +0 19 52.4
 CZ0749;UTM  12      - 3,567,811.450   472,123.446   MT  0.99960958   -0 09 28.4
 CZ0749
 CZ0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0749!SPC AZ C     -   0.99989842  x   0.99994218  =   0.99984061
 CZ0749!UTM  12      -   0.99989842  x   0.99960958  =   0.99950804
 CZ0749
 CZ0749                          SUPERSEDED SURVEY CONTROL
 CZ0749
 CZ0749  ELLIP H (06/11/02)  647.046  (m)                       GP(       ) 4 2
 CZ0749  NAD 83(1992)-  32 14 47.85784(N)    111 17 45.32383(W) AD(       ) 1
 CZ0749  ELLIP H (08/23/93)  647.122  (m)                       GP(       ) 4 2
 CZ0749  NAD 83(1986)-  32 14 47.85298(N)    111 17 45.32316(W) AD(       ) 1
 CZ0749  NGVD 29 (??/??/92)  676.254  (m)         2218.68   (f) ADJ UNCH    2 0
 CZ0749
 CZ0749.Superseded values are not recommended for survey control.
 CZ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0749.See file dsdata.txt to determine how the superseded data were derived.
 CZ0749
 CZ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7212367811(NAD 83)
 CZ0749_MARKER: DB = BENCH MARK DISK
 CZ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0749_STAMPING: H 301 1951
 CZ0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0749+STABILITY: SURFACE MOTION
 CZ0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0749+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ0749
 CZ0749  HISTORY     - Date     Condition        Report By
 CZ0749  HISTORY     - 1951     MONUMENTED       CGS
 CZ0749  HISTORY     - 1987     GOOD             NGS
 CZ0749
 CZ0749                          STATION DESCRIPTION
 CZ0749
 CZ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0749'21.3 MI W FROM TUCSON.
 CZ0749'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0749'MOUNTAIN PARK FORM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0749'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0749'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0749'ALONG A DIRT ROAD TO A NORTH-SOUTH POWER LINE AND A T JUNCTION OF THE
 CZ0749'ROAD, THENCE 0.4 MILE SOUTH ALONG POWER LINE TO AN INTERSECTION,
 CZ0749'THENCE 1 MILE WEST ALONG A DIRT ROAD, 1.05 MILES WEST OF THE ROAD
 CZ0749'INTERSECTION AT THE POWER LINE NORTH AND SOUTH, 43 1/2 FEET SOUTH OF
 CZ0749'THE CENTER LINE OF THE ROAD, 2.2 FEET EAST OF THE WITNESS POST, AND
 CZ0749'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0749'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0749
 CZ0749                          STATION RECOVERY (1987)
 CZ0749
 CZ0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0749'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0749'IN GOOD CONDITION.
 CZ0749'
 CZ0749'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 CZ0749'SOUTH OF RED ROCK,
 CZ0749'30.6 KM (19 MI) WEST-NORTHWEST OF SOUTH TUCSON AND
 CZ0749'19.3 KM (12 MI) NORTH-NORTHEAST OF THREE POINTS.
 CZ0749'OWNERSHIP--COCORAQUE RANCH.
 CZ0749'
 CZ0749'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0749'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ0749'TUCSON, GO WEST FOR 8.4 KM (5.2 MI) ON AVRA VALLEY ROAD TO A PAVED
 CZ0749'ROAD LEFT, SANDARIO RD.
 CZ0749'TURN LEFT AND GO SOUTH FOR 9.2 KM (5.7 MI) ON SANDARIO RD TO A
 CZ0749'PAVED ROAD RIGHT, ORANGE GROVE RD.
 CZ0749'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.2 KM (2.0 MI) ON
 CZ0749'SANDARIO RD TO A PAVED ROAD RIGHT, MANVILLE RD.
 CZ0749'TURN RIGHT AND GO WEST FOR 3.2 KM (2.0 MI) ON MANVILLE RD TO A
 CZ0749'PAVED ROAD RIGHT, AVRA RD.
 CZ0749'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 2.5 KM (1.55 MI) ON
 CZ0749'MANVILLE RD TO A DIRT ROAD LEFT, RESERVATION RD.
 CZ0749'TURN LEFT AND GO SOUTH FOR 4.9 KM (3.05 MI) ON RESERVATION RD TO
 CZ0749'WHERE THE ROAD CURVES SHARP LEFT AND A METAL GATE STRAIGHT AHEAD.
 CZ0749'PASS THROUGH GATE AND GO SOUTH FOR 0.2 KM (0.1 MI) ON A DIRT ROAD
 CZ0749'TO A FORK AT THE SECOND POWER POLE SOUTH OF THE METAL GATE.  FOLLOW
 CZ0749'THE RIGHT FORK AND GO WESTERLY FOR 30 METERS (100 FT) ON A DIRT
 CZ0749'ROAD TO A FORK.  FOLLLOW THE RIGHT FORK AND GO WESTERLY FOR 0.8 KM
 CZ0749'(0.5 MI) ON THE DIRT ROAD TO A METAL GATE.  PASS THROUGH GATE AND
 CZ0749'GO WESTERLY FOR 0.8 KM (0.5 MI) ON THE DIRT ROAD TO THE STATION ON
 CZ0749'THE LEFT.
 CZ0749'
 CZ0749'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0749'STAMPED---H 301 1951---,
 CZ0749'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ0749'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 CZ0749'13.78 METERS (45.2 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 CZ0749'OF THE DIRT ROAD AND
 CZ0749'0.58 METERS (1.9 FT) SOUTH FROM A METAL WITNESS POST.
 CZ0749'
 CZ0749'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0749'
 CZ0749'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0749'
 CZ0749'DESCRIBED BY D.F. CALLAHAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0816 ***********************************************************************
 CG0816  DESIGNATION -  H 302
 CG0816  PID         -  CG0816
 CG0816  STATE/COUNTY-  AZ/PIMA
 CG0816  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0816
 CG0816                         *CURRENT SURVEY CONTROL
 CG0816  ___________________________________________________________________
 CG0816* NAD 83(1986)-  31 30 05.     (N)    111 32 44.     (W)     SCALED    
 CG0816* NAVD 88     -      1082.20   (+/-2cm)    3550.5    (feet)  VERTCON   
 CG0816  ___________________________________________________________________
 CG0816  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CG0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0816
 CG0816.The horizontal coordinates were scaled from a topographic map and have
 CG0816.an estimated accuracy of +/- 6 seconds.
 CG0816
 CG0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0816.The vertical order pertains to the NGVD 29 superseded value.
 CG0816
 CG0816.The geoid height was determined by GEOID03.
 CG0816
 CG0816;                    North         East    Units  Estimated Accuracy
 CG0816;SPC AZ C     -    55,650.      248,610.      MT  (+/- 180 meters Scaled)
 CG0816
 CG0816                          SUPERSEDED SURVEY CONTROL
 CG0816
 CG0816  NGVD 29 (??/??/92) 1081.401  (m)         3547.90   (f) ADJ UNCH    2 0
 CG0816
 CG0816.Superseded values are not recommended for survey control.
 CG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0816.See file dsdata.txt to determine how the superseded data were derived.
 CG0816
 CG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV481852(NAD 83)
 CG0816_MARKER: DB = BENCH MARK DISK
 CG0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0816_STAMPING: H 302 1951
 CG0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0816+STABILITY: SURFACE MOTION
 CG0816
 CG0816  HISTORY     - Date     Condition        Report By
 CG0816  HISTORY     - 1951     MONUMENTED       CGS
 CG0816  HISTORY     - 20010331 GOOD             NGS
 CG0816
 CG0816                          STATION DESCRIPTION
 CG0816
 CG0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0816'0.95 MI N FROM SASABE.
 CG0816'0.95 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0816'HOUSE AT SASABE, 0.25 MILE NORTH OF A T JUNCTION OF THE MAIN ROAD AND
 CG0816'A ROAD LEADING WEST TO RANCHO DE LA OSA, AT A WASH CROSSING THE ROAD,
 CG0816'AND ABOUT 140 FEET EAST OF A POWER LINE, 136 1/2 FEET NORTHEAST OF THE
 CG0816'CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 42 1/2 FEET EAST OF
 CG0816'THE CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF THE WITNESS POST, AND
 CG0816'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0816'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0816
 CG0816                          STATION RECOVERY (2001)
 CG0816
 CG0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0816'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0945 ***********************************************************************
 CZ0945  DESIGNATION -  H 303
 CZ0945  PID         -  CZ0945
 CZ0945  STATE/COUNTY-  AZ/PIMA
 CZ0945  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0945
 CZ0945                         *CURRENT SURVEY CONTROL
 CZ0945  ___________________________________________________________________
 CZ0945* NAD 83(1986)-  32 23 37.     (N)    111 32 45.     (W)     SCALED    
 CZ0945* NAVD 88     -       752.32   (+/-2cm)    2468.2    (feet)  VERTCON   
 CZ0945  ___________________________________________________________________
 CZ0945  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0945
 CZ0945.The horizontal coordinates were scaled from a topographic map and have
 CZ0945.an estimated accuracy of +/- 6 seconds.
 CZ0945
 CZ0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0945.The vertical order pertains to the NGVD 29 superseded value.
 CZ0945
 CZ0945.The geoid height was determined by GEOID03.
 CZ0945
 CZ0945;                    North         East    Units  Estimated Accuracy
 CZ0945;SPC AZ C     -   154,570.      248,250.      MT  (+/- 180 meters Scaled)
 CZ0945
 CZ0945                          SUPERSEDED SURVEY CONTROL
 CZ0945
 CZ0945  NGVD 29 (??/??/92)  751.718  (m)         2466.26   (f) ADJ UNCH    2 0
 CZ0945
 CZ0945.Superseded values are not recommended for survey control.
 CZ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0945.See file dsdata.txt to determine how the superseded data were derived.
 CZ0945
 CZ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA486841(NAD 83)
 CZ0945_MARKER: DB = BENCH MARK DISK
 CZ0945_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0945_SP_SET: SANDSTONE OUTCROP
 CZ0945_STAMPING: H 303 1951
 CZ0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0945+STABILITY: POSITION/ELEVATION WELL
 CZ0945
 CZ0945  HISTORY     - Date     Condition        Report By
 CZ0945  HISTORY     - 1951     MONUMENTED       CGS
 CZ0945
 CZ0945                          STATION DESCRIPTION
 CZ0945
 CZ0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0945'4.1 MI SE FROM SILVER BELL.
 CZ0945'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0945'THENCE 4 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.5 MILE SOUTHEAST OF A
 CZ0945'Y JUNCTION WITH A GRAVEL ROAD LEADING SOUTHWEST, AT A WASH CROSSING,
 CZ0945'AND IN THE TOP OF A SAND STONE OUTCROP LOCATED ON THE SOUTH BANK OF
 CZ0945'THE WASH, 93 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 CZ0945'SOUTH OF THE CENTER LINE OF THE WASH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1045 ***********************************************************************
 CZ1045  DESIGNATION -  H 304
 CZ1045  PID         -  CZ1045
 CZ1045  STATE/COUNTY-  AZ/PINAL
 CZ1045  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1045
 CZ1045                         *CURRENT SURVEY CONTROL
 CZ1045  ___________________________________________________________________
 CZ1045* NAD 83(1986)-  32 44 55.     (N)    111 33 01.     (W)     SCALED    
 CZ1045* NAVD 88     -       476.37   (+/-2cm)    1562.9    (feet)  VERTCON   
 CZ1045  ___________________________________________________________________
 CZ1045  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1045  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1045
 CZ1045.The horizontal coordinates were scaled from a topographic map and have
 CZ1045.an estimated accuracy of +/- 6 seconds.
 CZ1045
 CZ1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1045.The vertical order pertains to the NGVD 29 superseded value.
 CZ1045
 CZ1045.The geoid height was determined by GEOID03.
 CZ1045
 CZ1045;                    North         East    Units  Estimated Accuracy
 CZ1045;SPC AZ C     -   193,930.      247,690.      MT  (+/- 180 meters Scaled)
 CZ1045
 CZ1045                          SUPERSEDED SURVEY CONTROL
 CZ1045
 CZ1045  NGVD 29 (??/??/92)  475.824  (m)         1561.10   (f) ADJ UNCH    1 2
 CZ1045
 CZ1045.Superseded values are not recommended for survey control.
 CZ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1045.See file dsdata.txt to determine how the superseded data were derived.
 CZ1045
 CZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484235(NAD 83)
 CZ1045_MARKER: DB = BENCH MARK DISK
 CZ1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1045_STAMPING: H 304 1951
 CZ1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1045+STABILITY: SURFACE MOTION
 CZ1045
 CZ1045  HISTORY     - Date     Condition        Report By
 CZ1045  HISTORY     - 1951     MONUMENTED       CGS
 CZ1045  HISTORY     - 1967     GOOD             NGS
 CZ1045  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1045  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1045  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1045
 CZ1045                          STATION DESCRIPTION
 CZ1045
 CZ1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1045'0.35 MI SE FROM ELOY.
 CZ1045'ABOUT 0.35 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1045'STATION AT ELOY, IN S 6, T 8 S, R 8 E, AT THE CROSSING OF THE RAILROAD
 CZ1045'AND SUNSHINE BOULEVARD, 46 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 CZ1045'THE TRACKS, 42 FEET WEST OF THE CENTER LINE OF SUNSHINE BOULEVARD, 79
 CZ1045'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANE OF
 CZ1045'STATE HIGHWAY 84, 39 1/2 FEET NORTHEAST OF SEMAPHORE NUMBER 9335, 4
 CZ1045'FEET NORTHWEST OF TELEGRAPH POLE NUMBER 43 F, 1.1 FEET SOUTHEAST OF A
 CZ1045'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 CZ1045'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CZ1045
 CZ1045                          STATION RECOVERY (1980)
 CZ1045
 CZ1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1045'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MARK IS BELIEVED
 CZ1045'DESTROYED BY THE WIDENING OF TOLTEC HIGHWAY IN ELOY.
 CZ1045
 CZ1045                          STATION RECOVERY (1980)
 CZ1045
 CZ1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1045'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MARK IS BELIEVED
 CZ1045'DESTROYED BY THE WIDENING OF TOLTEC HIGHWAY IN ELOY.
 CZ1045
 CZ1045                          STATION RECOVERY (2007)
 CZ1045
 CZ1045'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1045'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0476 ***********************************************************************
 CG0476  DESIGNATION -  H 305
 CG0476  PID         -  CG0476
 CG0476  STATE/COUNTY-  AZ/PIMA
 CG0476  USGS QUAD   -  PENITAS HILLS (1979)
 CG0476
 CG0476                         *CURRENT SURVEY CONTROL
 CG0476  ___________________________________________________________________
 CG0476* NAD 83(1986)-  31 49 48.     (N)    111 22 17.     (W)     SCALED    
 CG0476* NAVD 88     -       960.40   (+/-2cm)    3150.9    (feet)  VERTCON   
 CG0476  ___________________________________________________________________
 CG0476  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CG0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0476
 CG0476.The horizontal coordinates were scaled from a topographic map and have
 CG0476.an estimated accuracy of +/- 6 seconds.
 CG0476
 CG0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0476.The vertical order pertains to the NGVD 29 superseded value.
 CG0476
 CG0476.The geoid height was determined by GEOID03.
 CG0476
 CG0476;                    North         East    Units  Estimated Accuracy
 CG0476;SPC AZ C     -    92,150.      264,980.      MT  (+/- 180 meters Scaled)
 CG0476
 CG0476                          SUPERSEDED SURVEY CONTROL
 CG0476
 CG0476  NGVD 29 (??/??/92)  959.650  (m)         3148.45   (f) ADJ UNCH    2 0
 CG0476
 CG0476.Superseded values are not recommended for survey control.
 CG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0476.See file dsdata.txt to determine how the superseded data were derived.
 CG0476
 CG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA648216(NAD 83)
 CG0476_MARKER: DB = BENCH MARK DISK
 CG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0476_STAMPING: H 305 1951
 CG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0476+STABILITY: SURFACE MOTION
 CG0476
 CG0476  HISTORY     - Date     Condition        Report By
 CG0476  HISTORY     - 1951     MONUMENTED       CGS
 CG0476
 CG0476                          STATION DESCRIPTION
 CG0476
 CG0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0476'19.6 MI S FROM THREE POINTS.
 CG0476'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0476'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG THE SASABE ROAD, THENCE
 CG0476'2.2 MILES EAST ALONG A TRACK ROAD, 0.15 MILE WEST OF A T JUNCTION OF A
 CG0476'TRACK ROAD LEADING SOUTH TO A TANK, AND ABOUT 120 YARDS OF A DEEP WASH
 CG0476'LEADING EAST-WEST, 63 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 CG0476'ROAD, 3.2 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 CG0476'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CG0476'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0671 ***********************************************************************
 CG0671  DESIGNATION -  H 306
 CG0671  PID         -  CG0671
 CG0671  STATE/COUNTY-  AZ/PIMA
 CG0671  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0671
 CG0671                         *CURRENT SURVEY CONTROL
 CG0671  ___________________________________________________________________
 CG0671* NAD 83(1986)-  31 46 07.     (N)    111 39 23.     (W)     SCALED    
 CG0671* NAVD 88     -       995.39   (+/-2cm)    3265.7    (feet)  VERTCON   
 CG0671  ___________________________________________________________________
 CG0671  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CG0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0671
 CG0671.The horizontal coordinates were scaled from a topographic map and have
 CG0671.an estimated accuracy of +/- 6 seconds.
 CG0671
 CG0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0671.The vertical order pertains to the NGVD 29 superseded value.
 CG0671
 CG0671.The geoid height was determined by GEOID03.
 CG0671
 CG0671;                    North         East    Units  Estimated Accuracy
 CG0671;SPC AZ C     -    85,240.      238,010.      MT  (+/- 180 meters Scaled)
 CG0671
 CG0671                          SUPERSEDED SURVEY CONTROL
 CG0671
 CG0671  NGVD 29 (??/??/92)  994.602  (m)         3263.12   (f) ADJ UNCH    2 0
 CG0671
 CG0671.Superseded values are not recommended for survey control.
 CG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0671.See file dsdata.txt to determine how the superseded data were derived.
 CG0671
 CG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA378149(NAD 83)
 CG0671_MARKER: DB = BENCH MARK DISK
 CG0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0671_STAMPING: H 306 1952
 CG0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0671+STABILITY: SURFACE MOTION
 CG0671
 CG0671  HISTORY     - Date     Condition        Report By
 CG0671  HISTORY     - 1952     MONUMENTED       CGS
 CG0671
 CG0671                          STATION DESCRIPTION
 CG0671
 CG0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0671'12.0 MI E FROM TOPAWA.
 CG0671'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0671'TOPAWA, THENCE 3.1 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0671'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0671'LEADING SOUTH TO BEAR WELLS, AT A GATE AND FENCE LINE LEADING EAST AND
 CG0671'WEST, 31 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD AND THE CENTER
 CG0671'OF THE GATE, 26.5 FEET WEST OF THE WEST GATE POST, 1.9 FEET NORTH OF
 CG0671'THE EAST-WEST FENCE LINE, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 CG0671'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CG0671'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0374 ***********************************************************************
 DA0374  DESIGNATION -  H 307
 DA0374  PID         -  DA0374
 DA0374  STATE/COUNTY-  AZ/PIMA
 DA0374  USGS QUAD   -  AJO SOUTH (1990)
 DA0374
 DA0374                         *CURRENT SURVEY CONTROL
 DA0374  ___________________________________________________________________
 DA0374* NAD 83(1986)-  32 19 40.     (N)    112 51 35.     (W)     SCALED    
 DA0374* NAVD 88     -       564.00   (+/-2cm)    1850.4    (feet)  VERTCON   
 DA0374  ___________________________________________________________________
 DA0374  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DA0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0374
 DA0374.The horizontal coordinates were scaled from a topographic map and have
 DA0374.an estimated accuracy of +/- 6 seconds.
 DA0374
 DA0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0374.The vertical order pertains to the NGVD 29 superseded value.
 DA0374
 DA0374.The geoid height was determined by GEOID03.
 DA0374
 DA0374;                    North         East    Units  Estimated Accuracy
 DA0374;SPC AZ C     -   147,600.      124,570.      MT  (+/- 180 meters Scaled)
 DA0374
 DA0374                          SUPERSEDED SURVEY CONTROL
 DA0374
 DA0374  NGVD 29 (??/??/92)  563.295  (m)         1848.08   (f) ADJ UNCH    2 0
 DA0374
 DA0374.Superseded values are not recommended for survey control.
 DA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0374.See file dsdata.txt to determine how the superseded data were derived.
 DA0374
 DA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA249782(NAD 83)
 DA0374_MARKER: DB = BENCH MARK DISK
 DA0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0374_STAMPING: H 307 1952
 DA0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0374+STABILITY: SURFACE MOTION
 DA0374
 DA0374  HISTORY     - Date     Condition        Report By
 DA0374  HISTORY     - 1952     MONUMENTED       CGS
 DA0374  HISTORY     - 19970216 GOOD             USPSQD
 DA0374
 DA0374                          STATION DESCRIPTION
 DA0374
 DA0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0374'4.95 MI S FROM AJO.
 DA0374'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0374'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0374'HIGHWAY 86 TO DARBY WELL ROAD, THENCE 2.9 MILES SOUTHWEST AND SOUTH
 DA0374'ALONG DARBY WELLS ROAD TO BATES WELL, 0.95 MILE SOUTHWEST OF DARBY
 DA0374'WELL, AT T JUNCTION OF MAIN ROAD AND A ROAD LEADING NORTHWEST, 93 FEET
 DA0374'NORTHEAST OF THE CENTER OF T JUNCTION, 48 FEET NORTHWEST OF THE CENTER
 DA0374'OF THE WASH, 28 FEET SOUTHEAST OF THE CENTERLINE OF ROAD, 2.5 FEET
 DA0374'NORTH OF THE WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING
 DA0374'0.3 FOOT, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 DA0374
 DA0374                          STATION RECOVERY (1997)
 DA0374
 DA0374'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0093 ***********************************************************************
 CH0093  DESIGNATION -  H 308
 CH0093  PID         -  CH0093
 CH0093  STATE/COUNTY-  AZ/PIMA
 CH0093  USGS QUAD   -  LUKEVILLE (1988)
 CH0093
 CH0093                         *CURRENT SURVEY CONTROL
 CH0093  ___________________________________________________________________
 CH0093* NAD 83(1986)-  31 53 51.     (N)    112 52 24.     (W)     SCALED    
 CH0093* NAVD 88     -       400.90   (+/-2cm)    1315.3    (feet)  VERTCON   
 CH0093  ___________________________________________________________________
 CH0093  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CH0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0093
 CH0093.The horizontal coordinates were scaled from a topographic map and have
 CH0093.an estimated accuracy of +/- 6 seconds.
 CH0093
 CH0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0093.The vertical order pertains to the NGVD 29 superseded value.
 CH0093
 CH0093.The geoid height was determined by GEOID03.
 CH0093
 CH0093;                    North         East    Units  Estimated Accuracy
 CH0093;SPC AZ C     -    99,900.      122,870.      MT  (+/- 180 meters Scaled)
 CH0093
 CH0093                          SUPERSEDED SURVEY CONTROL
 CH0093
 CH0093  NGVD 29 (??/??/92)  400.170  (m)         1312.89   (f) ADJ UNCH    2 0
 CH0093
 CH0093.Superseded values are not recommended for survey control.
 CH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0093.See file dsdata.txt to determine how the superseded data were derived.
 CH0093
 CH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA228306(NAD 83)
 CH0093_MARKER: DB = BENCH MARK DISK
 CH0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0093_STAMPING: H 308 1952
 CH0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0093+STABILITY: SURFACE MOTION
 CH0093
 CH0093  HISTORY     - Date     Condition        Report By
 CH0093  HISTORY     - 1952     MONUMENTED       CGS
 CH0093  HISTORY     - 19841211 MARK NOT FOUND   USGS
 CH0093
 CH0093                          STATION DESCRIPTION
 CH0093
 CH0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0093'5.45 MI NW FROM LUKEVILLE.
 CH0093'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0093'LUKEVILLE TO JUNCTION, THENCE 4.5 MILES WEST ALONG THE QUITOVOQUITO
 CH0093'ROAD, 105 FEET WEST OF THE CENTER OF ROAD AT POINT WHERE WASH CROSSES,
 CH0093'43 1/2 FEET NORTHEAST AND ACROSS THE U. S. -MEXICAN FENCE LINE FROM
 CH0093'THE CENTERLINE OF THE ROAD ON THE MEXICAN SIDE, 40 FEET SOUTHWEST OF
 CH0093'THE CENTERLINE OF THE QUITOVOQUITO ROAD, 2.3 FEET NORTHEAST OF THE U.
 CH0093'S. - MEXICAN FENCE LINE, 2.2 FEET EAST OF THE WITNESS POST, IN A
 CH0093'CONCRETE POST PROJECTING 0.2 FOOT AND ABOUT LEVEL WITH THE ROAD.
 CH0093
 CH0093                          STATION RECOVERY (1984)
 CH0093
 CH0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (GH)
 CH0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0426 ***********************************************************************
 DA0426  DESIGNATION -  H 309
 DA0426  PID         -  DA0426
 DA0426  STATE/COUNTY-  AZ/PIMA
 DA0426  USGS QUAD   -  BATES WELL (1990)
 DA0426
 DA0426                         *CURRENT SURVEY CONTROL
 DA0426  ___________________________________________________________________
 DA0426* NAD 83(1986)-  32 09 14.     (N)    112 53 22.     (W)     SCALED    
 DA0426* NAVD 88     -       444.69   (+/-2cm)    1459.0    (feet)  VERTCON   
 DA0426  ___________________________________________________________________
 DA0426  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0426
 DA0426.The horizontal coordinates were scaled from a topographic map and have
 DA0426.an estimated accuracy of +/- 6 seconds.
 DA0426
 DA0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0426.The vertical order pertains to the NGVD 29 superseded value.
 DA0426
 DA0426.The geoid height was determined by GEOID03.
 DA0426
 DA0426;                    North         East    Units  Estimated Accuracy
 DA0426;SPC AZ C     -   128,340.      121,600.      MT  (+/- 180 meters Scaled)
 DA0426
 DA0426                          SUPERSEDED SURVEY CONTROL
 DA0426
 DA0426  NGVD 29 (??/??/92)  443.99   (m)         1456.7    (f) COMPUTED    2 0
 DA0426
 DA0426.Superseded values are not recommended for survey control.
 DA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0426.See file dsdata.txt to determine how the superseded data were derived.
 DA0426
 DA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA218590(NAD 83)
 DA0426_MARKER: DB = BENCH MARK DISK
 DA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0426_STAMPING: H 309 1952
 DA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0426+STABILITY: SURFACE MOTION
 DA0426
 DA0426  HISTORY     - Date     Condition        Report By
 DA0426  HISTORY     - 1952     MONUMENTED       CGS
 DA0426
 DA0426                          STATION DESCRIPTION
 DA0426
 DA0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0426'27.9 MI S FROM AJO.
 DA0426'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0426'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0426'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE
 DA0426'SONOYTA-AJO HIGHWAY TO INTERSECTION, THENCE 7.8 MILES WEST ALONG TRACK
 DA0426'ROAD, 1.05 MILE WEST OF INTERSECTION OF NORTH-SOUTH AND EAST-WEST
 DA0426'TRACK ROADS, 37 FEET SOUTH OF THE CENTERLINE OF ROAD, 1.9 FEET NORTH
 DA0426'OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT AND ABOUT
 DA0426'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0479 ***********************************************************************
 ES0479  DESIGNATION -  H 31
 ES0479  PID         -  ES0479
 ES0479  STATE/COUNTY-  AZ/YAVAPAI
 ES0479  USGS QUAD   -  CORNVILLE (1968)
 ES0479
 ES0479                         *CURRENT SURVEY CONTROL
 ES0479  ___________________________________________________________________
 ES0479* NAD 83(1986)-  34 44 36.     (N)    111 58 11.     (W)     SCALED    
 ES0479* NAVD 88     -      1060.306  (meters)    3478.69   (feet)  ADJUSTED  
 ES0479  ___________________________________________________________________
 ES0479  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 ES0479  DYNAMIC HT  -        1058.981 (meters)    3474.34  (feet)  COMP
 ES0479  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 ES0479
 ES0479  VERT ORDER  -  FIRST     CLASS II
 ES0479
 ES0479.The horizontal coordinates were scaled from a topographic map and have
 ES0479.an estimated accuracy of +/- 6 seconds.
 ES0479
 ES0479.The orthometric height was determined by differential leveling
 ES0479.and adjusted in June 1991.
 ES0479
 ES0479.The geoid height was determined by GEOID03.
 ES0479
 ES0479.The dynamic height is computed by dividing the NAVD 88
 ES0479.geopotential number by the normal gravity value computed on the
 ES0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0479.degrees latitude (g = 980.6199 gals.).
 ES0479
 ES0479.The modeled gravity was interpolated from observed gravity values.
 ES0479
 ES0479;                    North         East    Units  Estimated Accuracy
 ES0479;SPC AZ C     -   415,100.      208,500.      MT  (+/- 180 meters Scaled)
 ES0479
 ES0479                          SUPERSEDED SURVEY CONTROL
 ES0479
 ES0479  NGVD 29 (??/??/92) 1059.551  (m)         3476.21   (f) ADJ UNCH    1 2
 ES0479
 ES0479.Superseded values are not recommended for survey control.
 ES0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0479.See file dsdata.txt to determine how the superseded data were derived.
 ES0479
 ES0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD112450(NAD 83)
 ES0479_MARKER: DB = BENCH MARK DISK
 ES0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0479_MARK LOGO: CGS   
 ES0479_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0479+STABILITY: SURFACE MOTION
 ES0479
 ES0479  HISTORY     - Date     Condition        Report By
 ES0479  HISTORY     - UNK      MONUMENTED       CGS
 ES0479  HISTORY     - 1933     GOOD             NGS
 ES0479  HISTORY     - 1982     GOOD             NGS
 ES0479  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ES0479
 ES0479                          STATION DESCRIPTION
 ES0479
 ES0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0479'5.7 MI E FROM COTTONWOOD.
 ES0479'CONCRETE POST, AT SIDE OF HIGHWAY, 2.1 MILES NORTH OF VERDE RIVER
 ES0479'HIGHWAY BRIDGE, 90 FEET WEST OF Y-JUNCTION OF SIDE ROAD FROM COFFEE
 ES0479'CREEK RANCH.
 ES0479
 ES0479                          STATION RECOVERY (1982)
 ES0479
 ES0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0479'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0479'4.2 KM (2.6 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0479'JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, IN THE WEST CORNER OF THE
 ES0479'T JUNCTION OF DIRT ROAD 761 LEADING NORTH, AT MILEPOST 358, 39.6
 ES0479'METERS (130 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 22.5 METERS (74
 ES0479'FT) WEST OF THE WEST END OF A CATTLE GUARD, 13.7 METERS (45 FT)
 ES0479'NORTHWEST OF A FENCE.
 ES0479'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 ES0479'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0479
 ES0479                          STATION RECOVERY (2005)
 ES0479
 ES0479'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0479'MARK NOT FOUND.
 ES0479'ROAD WIDENED TO 4 LANE.  INTERSTATE MOVED NORTH.  NO CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0022 ***********************************************************************
 GP0022  DESIGNATION -  H 31
 GP0022  PID         -  GP0022
 GP0022  STATE/COUNTY-  AZ/NAVAJO
 GP0022  USGS QUAD   -  KAYENTA EAST (1968)
 GP0022
 GP0022                         *CURRENT SURVEY CONTROL
 GP0022  ___________________________________________________________________
 GP0022* NAD 83(1986)-  36 41 07.     (N)    110 13 52.     (W)     SCALED    
 GP0022* NAVD 88     -      1763.202  (meters)    5784.77   (feet)  ADJUSTED  
 GP0022  ___________________________________________________________________
 GP0022  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GP0022  DYNAMIC HT  -        1761.058 (meters)    5777.74  (feet)  COMP
 GP0022  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 GP0022
 GP0022  VERT ORDER  -  FIRST     CLASS II
 GP0022
 GP0022.The horizontal coordinates were scaled from a topographic map and have
 GP0022.an estimated accuracy of +/- 6 seconds.
 GP0022
 GP0022.The orthometric height was determined by differential leveling
 GP0022.and adjusted in June 1991.
 GP0022
 GP0022.The geoid height was determined by GEOID03.
 GP0022
 GP0022.The dynamic height is computed by dividing the NAVD 88
 GP0022.geopotential number by the normal gravity value computed on the
 GP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0022.degrees latitude (g = 980.6199 gals.).
 GP0022
 GP0022.The modeled gravity was interpolated from observed gravity values.
 GP0022
 GP0022;                    North         East    Units  Estimated Accuracy
 GP0022;SPC AZ E     -   630,550.      207,600.      MT  (+/- 180 meters Scaled)
 GP0022
 GP0022                          SUPERSEDED SURVEY CONTROL
 GP0022
 GP0022  NGVD 29 (??/??/92) 1762.284  (m)         5781.76   (f) ADJ UNCH    1 2
 GP0022
 GP0022.Superseded values are not recommended for survey control.
 GP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0022.See file dsdata.txt to determine how the superseded data were derived.
 GP0022
 GP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF686602(NAD 83)
 GP0022_MARKER: DB = BENCH MARK DISK
 GP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0022_STAMPING: 5781.760 H 31 1933
 GP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0022+STABILITY: SURFACE MOTION
 GP0022
 GP0022  HISTORY     - Date     Condition        Report By
 GP0022  HISTORY     - 1933     MONUMENTED       CGS
 GP0022  HISTORY     - 1934     GOOD             NGS
 GP0022  HISTORY     - 20030611 MARK NOT FOUND   USGSQD
 GP0022
 GP0022                          STATION DESCRIPTION
 GP0022
 GP0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0022'3.6 MI SE FROM KAYENTA.
 GP0022'3.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0022'OFFICE AT KAYENTA, NAVAJO COUNTY, 1.8 MILES SOUTHEAST OF THE JUNCTION
 GP0022'OF A ROAD LEADING TO SHIPROCK, 200 FEET WEST OF THE EAST RIM OF A
 GP0022'LARGE DRAW, AND 40 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 GP0022'STANDARD DISK, STAMPED 5781.760 H 31 1933 AND SET IN THE TOP OF A
 GP0022'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 GP0022
 GP0022                          STATION RECOVERY (2003)
 GP0022
 GP0022'RECOVERY NOTE BY USGS PUB. QUAD 2003
 GP0022'LOCATED ABOUT 2 MILES SOUTH OF KAYENTA, ARIZONA, ALONG B.I.A. ROUTE
 GP0022'N519.
 GP0022'USING A HANDHELD GARMIN GPS UNIT I NAVIGATED TO THE GEOGRAPHIC
 GP0022'LOCATION PUBLISHED IN THE NGS DATA SHEET FOR THE STATION. AT THE
 GP0022'LOCATION I FOUND THE CONCRETE POST AS DESCRIBED. THE GROUND AT THE
 GP0022'BASE OF THE POST HAD ERODED AWAY ABOUT A FOOT. THE TOP OF THE POST HAD
 GP0022'BEEN SHATTERED AND THE BRASS DISK WAS MISSING. A PORTION OF THE STEM
 GP0022'REMAINED EMBEDDED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1264 ***********************************************************************
 CZ1264  DESIGNATION -  H 310
 CZ1264  PID         -  CZ1264
 CZ1264  STATE/COUNTY-  AZ/PINAL
 CZ1264  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1264
 CZ1264                         *CURRENT SURVEY CONTROL
 CZ1264  ___________________________________________________________________
 CZ1264* NAD 83(1986)-  32 34 35.     (N)    111 50 47.     (W)     SCALED    
 CZ1264* NAVD 88     -       480.70   (+/-2cm)    1577.1    (feet)  VERTCON   
 CZ1264  ___________________________________________________________________
 CZ1264  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1264
 CZ1264.The horizontal coordinates were scaled from a topographic map and have
 CZ1264.an estimated accuracy of +/- 6 seconds.
 CZ1264
 CZ1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1264.The vertical order pertains to the NGVD 29 superseded value.
 CZ1264
 CZ1264.The geoid height was determined by GEOID03.
 CZ1264
 CZ1264;                    North         East    Units  Estimated Accuracy
 CZ1264;SPC AZ C     -   174,780.      219,960.      MT  (+/- 180 meters Scaled)
 CZ1264
 CZ1264                          SUPERSEDED SURVEY CONTROL
 CZ1264
 CZ1264  NGVD 29 (??/??/92)  480.130  (m)         1575.23   (f) ADJ UNCH    2 0
 CZ1264
 CZ1264.Superseded values are not recommended for survey control.
 CZ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1264.See file dsdata.txt to determine how the superseded data were derived.
 CZ1264
 CZ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB205046(NAD 83)
 CZ1264_MARKER: DB = BENCH MARK DISK
 CZ1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1264_STAMPING: H 310 1952
 CZ1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1264+STABILITY: SURFACE MOTION
 CZ1264
 CZ1264  HISTORY     - Date     Condition        Report By
 CZ1264  HISTORY     - 1952     MONUMENTED       CGS
 CZ1264
 CZ1264                          STATION DESCRIPTION
 CZ1264
 CZ1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1264'4.3 MI SE FROM JACKRABBIT.
 CZ1264'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1264'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 3.9 MILES EAST AND
 CZ1264'SOUTHEAST ALONG A TRACK ROAD, AT A POINT WHERE THE PRESENT ROAD MAKES
 CZ1264'A DETOUR AND CROSSES A WASH ABOUT 80 FEET WEST OF THE FORMER ROAD, 117
 CZ1264'FEET NORTHWEST OF THE CENTER LINE OF A WASH AT THE PRESENT CROSSING,
 CZ1264'18 FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.2
 CZ1264'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1264'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0924 ***********************************************************************
 CZ0924  DESIGNATION -  H 311
 CZ0924  PID         -  CZ0924
 CZ0924  STATE/COUNTY-  AZ/PIMA
 CZ0924  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0924
 CZ0924                         *CURRENT SURVEY CONTROL
 CZ0924  ___________________________________________________________________
 CZ0924* NAD 83(1986)-  32 19 08.     (N)    111 47 02.     (W)     SCALED    
 CZ0924* NAVD 88     -       577.70   (+/-2cm)    1895.3    (feet)  VERTCON   
 CZ0924  ___________________________________________________________________
 CZ0924  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ0924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0924
 CZ0924.The horizontal coordinates were scaled from a topographic map and have
 CZ0924.an estimated accuracy of +/- 6 seconds.
 CZ0924
 CZ0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0924.The vertical order pertains to the NGVD 29 superseded value.
 CZ0924
 CZ0924.The geoid height was determined by GEOID03.
 CZ0924
 CZ0924;                    North         East    Units  Estimated Accuracy
 CZ0924;SPC AZ C     -   146,230.      225,860.      MT  (+/- 180 meters Scaled)
 CZ0924
 CZ0924                          SUPERSEDED SURVEY CONTROL
 CZ0924
 CZ0924  NGVD 29 (??/??/92)  577.103  (m)         1893.38   (f) ADJ UNCH    2 0
 CZ0924
 CZ0924.Superseded values are not recommended for survey control.
 CZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0924.See file dsdata.txt to determine how the superseded data were derived.
 CZ0924
 CZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA262760(NAD 83)
 CZ0924_MARKER: DB = BENCH MARK DISK
 CZ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0924_STAMPING: H 311 1952
 CZ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0924+STABILITY: SURFACE MOTION
 CZ0924
 CZ0924  HISTORY     - Date     Condition        Report By
 CZ0924  HISTORY     - 1952     MONUMENTED       CGS
 CZ0924
 CZ0924                          STATION DESCRIPTION
 CZ0924
 CZ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0924'15.55 MI E FROM SANTA ROSA.
 CZ0924'15.55 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0924'16.45 MILES SOUTHWEST OF THE SILVER BELL CEMETERY, 0.5 MILE
 CZ0924'EAST-NORTHEAST OF A 6 FOOT HIGH MASS OF CONCRETE, 0.2 MILE
 CZ0924'WEST-SOUTHWEST OF A LONE GIANT SAQUARO, 0.1 MILE EAST OF A DEEP OPEN
 CZ0924'CLEARING, AT A SMALL CLEARING SPOTTED WITH IRON WOOD TREES, 27 FEET
 CZ0924'NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.7 FEET
 CZ0924'SOUTHWEST OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.9
 CZ0924'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0841 ***********************************************************************
 ET0841  DESIGNATION -  H 312
 ET0841  PID         -  ET0841
 ET0841  STATE/COUNTY-  AZ/YAVAPAI
 ET0841  USGS QUAD   -  JOES HILL (1969)
 ET0841
 ET0841                         *CURRENT SURVEY CONTROL
 ET0841  ___________________________________________________________________
 ET0841* NAD 83(1986)-  34 13 51.     (N)    112 00 33.     (W)     SCALED    
 ET0841* NAVD 88     -      1155.16   (+/-2cm)    3789.9    (feet)  VERTCON   
 ET0841  ___________________________________________________________________
 ET0841  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 ET0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0841
 ET0841.The horizontal coordinates were scaled from a topographic map and have
 ET0841.an estimated accuracy of +/- 6 seconds.
 ET0841
 ET0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0841.The vertical order pertains to the NGVD 29 superseded value.
 ET0841
 ET0841.The geoid height was determined by GEOID03.
 ET0841
 ET0841;                    North         East    Units  Estimated Accuracy
 ET0841;SPC AZ C     -   358,260.      204,840.      MT  (+/- 180 meters Scaled)
 ET0841
 ET0841                          SUPERSEDED SURVEY CONTROL
 ET0841
 ET0841  NGVD 29 (??/??/92) 1154.49   (m)         3787.7    (f) COMPUTED    2 0
 ET0841
 ET0841.Superseded values are not recommended for survey control.
 ET0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0841.See file dsdata.txt to determine how the superseded data were derived.
 ET0841
 ET0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC070882(NAD 83)
 ET0841_MARKER: DB = BENCH MARK DISK
 ET0841_SETTING: 80 = SET IN A BOULDER
 ET0841_SP_SET: BOULDER
 ET0841_STAMPING: H 312 1952
 ET0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0841+STABILITY: SURFACE MOTION
 ET0841
 ET0841  HISTORY     - Date     Condition        Report By
 ET0841  HISTORY     - 1952     MONUMENTED       CGS
 ET0841
 ET0841                          STATION DESCRIPTION
 ET0841
 ET0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0841'13.8 MI SE FROM CORDES.
 ET0841'13.8 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0841'CORDES, 0.2 MILE SOUTHWEST OF THE CROSSING OF A SMALL STREAM, IN TOP
 ET0841'OF THE CENTER OF A 4-FOOT BY-4-FOOT BOULDER PROJECTING 3 FEET ABOVE
 ET0841'THE GROUND AND LOCATED ON THE NORTH EDGE OF A ROCKY RAVINE, 38 FEET
 ET0841'SOUTH OF THE CENTER LINE OF AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0011 ***********************************************************************
 CG0011  DESIGNATION -  H 313
 CG0011  PID         -  CG0011
 CG0011  STATE/COUNTY-  AZ/COCHISE
 CG0011  USGS QUAD   -  BENSON (1983)
 CG0011
 CG0011                         *CURRENT SURVEY CONTROL
 CG0011  ___________________________________________________________________
 CG0011* NAD 83(1986)-  31 59 43.     (N)    110 22 20.     (W)     SCALED    
 CG0011* NAVD 88     -      1186.45   (+/-2cm)    3892.5    (feet)  VERTCON   
 CG0011  ___________________________________________________________________
 CG0011  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0011  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0011
 CG0011.The horizontal coordinates were scaled from a topographic map and have
 CG0011.an estimated accuracy of +/- 6 seconds.
 CG0011
 CG0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0011.The vertical order pertains to the NGVD 29 superseded value.
 CG0011
 CG0011.The geoid height was determined by GEOID03.
 CG0011
 CG0011;                    North         East    Units  Estimated Accuracy
 CG0011;SPC AZ E     -   110,360.      193,940.      MT  (+/- 180 meters Scaled)
 CG0011
 CG0011                          SUPERSEDED SURVEY CONTROL
 CG0011
 CG0011  NGVD 29 (??/??/92) 1185.647  (m)         3889.91   (f) ADJ UNCH    1 2
 CG0011
 CG0011.Superseded values are not recommended for survey control.
 CG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0011.See file dsdata.txt to determine how the superseded data were derived.
 CG0011
 CG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA593400(NAD 83)
 CG0011_MARKER: DB = BENCH MARK DISK
 CG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0011_STAMPING: H 313 1952
 CG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0011+STABILITY: SURFACE MOTION
 CG0011
 CG0011  HISTORY     - Date     Condition        Report By
 CG0011  HISTORY     - 1952     MONUMENTED       CGS
 CG0011
 CG0011                          STATION DESCRIPTION
 CG0011
 CG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0011'3.7 MI E FROM MESCAL.
 CG0011'3.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0011'STATION AT MESCAL, 4.8 MILES WEST OF BENTON, 0.7 MILE WEST OF THE
 CG0011'STATION SIGN AT CHAMISO, 0.35 MILE EAST OF MILEPOLE 1027, ABOUT 113
 CG0011'YARDS WEST OF BRIDGE NUMBER 1027.46, ON TOP OF THE SOUTH BANK OF A RED
 CG0011'DIRT CULVERT, 1 POLE EAST OF A LONE DUAL TELEGRAPH POLE, IN LINE WITH
 CG0011'A ROW OF POLES AND UNDER LINES, 102 FEET SOUTH OF THE SOUTH RAIL, 6.6
 CG0011'FEET WEST OF TELEGRAPH POLE NUMBER 9575, 5.1 FEET SOUTH OF THE SOUTH
 CG0011'RIGHT-OF-WAY FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 10 FEET
 CG0011'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0011'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0268 ***********************************************************************
 ET0268  DESIGNATION -  H 314
 ET0268  PID         -  ET0268
 ET0268  STATE/COUNTY-  AZ/YAVAPAI
 ET0268  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0268
 ET0268                         *CURRENT SURVEY CONTROL
 ET0268  ___________________________________________________________________
 ET0268* NAD 83(1986)-  34 04 13.     (N)    112 08 00.     (W)     SCALED    
 ET0268* NAVD 88     -       626.27   (+/-2cm)    2054.7    (feet)  VERTCON   
 ET0268  ___________________________________________________________________
 ET0268  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 ET0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0268
 ET0268.The horizontal coordinates were scaled from a topographic map and have
 ET0268.an estimated accuracy of +/- 6 seconds.
 ET0268
 ET0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0268.The vertical order pertains to the NGVD 29 superseded value.
 ET0268
 ET0268.The geoid height was determined by GEOID03.
 ET0268
 ET0268;                    North         East    Units  Estimated Accuracy
 ET0268;SPC AZ C     -   340,470.      193,360.      MT  (+/- 180 meters Scaled)
 ET0268
 ET0268                          SUPERSEDED SURVEY CONTROL
 ET0268
 ET0268  NGVD 29 (??/??/92)  625.650  (m)         2052.65   (f) ADJ UNCH    2 0
 ET0268
 ET0268.Superseded values are not recommended for survey control.
 ET0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0268.See file dsdata.txt to determine how the superseded data were derived.
 ET0268
 ET0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC954705(NAD 83)
 ET0268_MARKER: DB = BENCH MARK DISK
 ET0268_SETTING: 80 = SET IN A BOULDER
 ET0268_SP_SET: BOULDER
 ET0268_STAMPING: H 314 1952
 ET0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0268+STABILITY: SURFACE MOTION
 ET0268
 ET0268  HISTORY     - Date     Condition        Report By
 ET0268  HISTORY     - 1952     MONUMENTED       CGS
 ET0268  HISTORY     - 1952     MARK NOT FOUND   NGS
 ET0268  HISTORY     - 20080727 GOOD             GEOCAC
 ET0268
 ET0268                          STATION DESCRIPTION
 ET0268
 ET0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0268'2.0 MI NE FROM ROCK SPRINGS.
 ET0268'1.0 MILE NORTH ALONG THE NEW BLACK CANYON HIGHWAY FROM THE GENERAL
 ET0268'STORE AT ROCK SPRINGS, THENCE 1.0 MILE NORTHEAST ALONG THE SQUAW CREEK
 ET0268'ROAD, 0.1 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH,
 ET0268'ON THE OUTSIDE OF A SHARP CURVE, AT A STEEP UPGRADE GOING EAST, IN TOP
 ET0268'OF THE CENTER OF A 3-FOOT BY 2-FOOT BOULDER PROJECTING 2 FEET, 37 FEET
 ET0268'NORTHEAST OF THE CENTER LINE OF AND ABOUT 2 FEET LOWER THAN THE ROAD,
 ET0268'AND 22 FEET SOUTH OF THE CENTER LINE OF A RAVINE.
 ET0268
 ET0268                          STATION RECOVERY (1952)
 ET0268
 ET0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 ET0268'MARK NOT FOUND.
 ET0268
 ET0268                          STATION RECOVERY (2008)
 ET0268
 ET0268'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0268'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ET0268'34 04.197 W 112
 ET0268'07.990.  MARK IS APPROXIMATELY .1 MILES EAST OF THE INTERSECTION OF
 ET0268'MUD SPRINGS ROAD AND
 ET0268'LANDFILL ROAD ALONG THE LATTER, NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0537 ***********************************************************************
 ET0537  DESIGNATION -  H 315
 ET0537  PID         -  ET0537
 ET0537  STATE/COUNTY-  AZ/YAVAPAI
 ET0537  USGS QUAD   -  SKULL VALLEY (1979)
 ET0537
 ET0537                         *CURRENT SURVEY CONTROL
 ET0537  ___________________________________________________________________
 ET0537* NAD 83(1986)-  34 31 05.     (N)    112 41 30.     (W)     SCALED    
 ET0537* NAVD 88     -      1328.253  (meters)    4357.78   (feet)  POSTED    
 ET0537  ___________________________________________________________________
 ET0537  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 ET0537  DYNAMIC HT  -        1326.490 (meters)    4351.99  (feet)  COMP
 ET0537  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 ET0537
 ET0537  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0537
 ET0537.The horizontal coordinates were scaled from a topographic map and have
 ET0537.an estimated accuracy of +/- 6 seconds.
 ET0537
 ET0537.The orthometric height was determined by differential leveling
 ET0537.and adjusted in November 2005.
 ET0537.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0537.rate of 1.1 thru 2.0 mm/km.
 ET0537
 ET0537.The geoid height was determined by GEOID03.
 ET0537
 ET0537.The dynamic height is computed by dividing the NAVD 88
 ET0537.geopotential number by the normal gravity value computed on the
 ET0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0537.degrees latitude (g = 980.6199 gals.).
 ET0537
 ET0537.The modeled gravity was interpolated from observed gravity values.
 ET0537
 ET0537;                    North         East    Units  Estimated Accuracy
 ET0537;SPC AZ C     -   390,390.      142,210.      MT  (+/- 180 meters Scaled)
 ET0537
 ET0537                          SUPERSEDED SURVEY CONTROL
 ET0537
 ET0537  NGVD 29 (??/??/92) 1327.446  (m)         4355.13   (f) ADJ UNCH    2 0
 ET0537
 ET0537.Superseded values are not recommended for survey control.
 ET0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0537.See file dsdata.txt to determine how the superseded data were derived.
 ET0537
 ET0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD447208(NAD 83)
 ET0537_MARKER: DB = BENCH MARK DISK
 ET0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0537_STAMPING: H 315 1952
 ET0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0537+STABILITY: SURFACE MOTION
 ET0537
 ET0537  HISTORY     - Date     Condition        Report By
 ET0537  HISTORY     - 1952     MONUMENTED       CGS
 ET0537  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0537
 ET0537                          STATION DESCRIPTION
 ET0537
 ET0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0537'1.0 MI N FROM SKULL VALLEY.
 ET0537'1.0 MILE NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0537'POST OFFICE AT SKULL VALLEY, ABOUT 55 YARDS NORTH OF THE SOUTH END OF
 ET0537'A TRIANGLE FORMED BY A GRADED ROAD LEADING WEST, AT A LARGE OUTCROP,
 ET0537'ON TOP OF A 7-FOOT BY 6-FOOT GRANITE OUTCROP, 57 FEET WEST OF THE
 ET0537'CENTER LINE OF THE MAIN ROAD, 21 1/2 FEET WEST OF THE CENTER LINE OF A
 ET0537'GRADED ROAD, ABOUT 8 FEET HIGHER THAN THE MAIN ROAD, AND SET IN THE
 ET0537'TOP OF A CONCRETE POST PROJECTING ABOUT 4 FEET ABOVE THE GROUND.
 ET0537
 ET0537                          STATION RECOVERY (1974)
 ET0537
 ET0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0309 ***********************************************************************
 ET0309  DESIGNATION -  H 316
 ET0309  PID         -  ET0309
 ET0309  STATE/COUNTY-  AZ/YAVAPAI
 ET0309  USGS QUAD   -  ESTLER PEAK (1974)
 ET0309
 ET0309                         *CURRENT SURVEY CONTROL
 ET0309  ___________________________________________________________________
 ET0309* NAD 83(1986)-  34 23 31.     (N)    112 06 53.     (W)     SCALED    
 ET0309* NAVD 88     -      1178.40   (+/-2cm)    3866.1    (feet)  VERTCON   
 ET0309  ___________________________________________________________________
 ET0309  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 ET0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0309
 ET0309.The horizontal coordinates were scaled from a topographic map and have
 ET0309.an estimated accuracy of +/- 6 seconds.
 ET0309
 ET0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0309.The vertical order pertains to the NGVD 29 superseded value.
 ET0309
 ET0309.The geoid height was determined by GEOID03.
 ET0309
 ET0309;                    North         East    Units  Estimated Accuracy
 ET0309;SPC AZ C     -   376,140.      195,150.      MT  (+/- 180 meters Scaled)
 ET0309
 ET0309                          SUPERSEDED SURVEY CONTROL
 ET0309
 ET0309  NGVD 29 (??/??/92) 1177.696  (m)         3863.82   (f) ADJ UNCH    2 0
 ET0309
 ET0309.Superseded values are not recommended for survey control.
 ET0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0309.See file dsdata.txt to determine how the superseded data were derived.
 ET0309
 ET0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD975061(NAD 83)
 ET0309_MARKER: DB = BENCH MARK DISK
 ET0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0309_STAMPING: H 316 1952
 ET0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0309+STABILITY: SURFACE MOTION
 ET0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0309+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0309
 ET0309  HISTORY     - Date     Condition        Report By
 ET0309  HISTORY     - 1952     MONUMENTED       CGS
 ET0309  HISTORY     - 20040808 GOOD             USPSQD
 ET0309  HISTORY     - 20080613 GOOD             GEOCAC
 ET0309
 ET0309                          STATION DESCRIPTION
 ET0309
 ET0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0309'9.3 MI SE FROM MAYER.
 ET0309'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0309'MAYER, THENCE 7.5 MILES EAST, 40 FEET EAST OF THE SOUTHEAST CORNER OF
 ET0309'A CATTLE GUARD, 36 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 ET0309'NORTH OF A FENCE 3.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 ET0309'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ET0309'FOOT ABOVE THE GROUND.
 ET0309
 ET0309                          STATION RECOVERY (2004)
 ET0309
 ET0309'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0309'MARK LOCATED UNDER FENCE.
 ET0309
 ET0309                          STATION RECOVERY (2008)
 ET0309
 ET0309'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0309'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0309'THE DESCRIPTION - THE UNNAMED ROAD IS OLD SYCAMORE ROAD AND THE MARK
 ET0309'IS LOCATED DIRECTLY UNDER A BARBWIRE FENCE. HANDHELD COORDINATES
 ET0309'34 23 32.0 (N)   112 06 52.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0099 ***********************************************************************
 CZ0099  DESIGNATION -  H 317
 CZ0099  PID         -  CZ0099
 CZ0099  STATE/COUNTY-  AZ/PIMA
 CZ0099  USGS QUAD   -  VAIL (1981)
 CZ0099
 CZ0099                         *CURRENT SURVEY CONTROL
 CZ0099  ___________________________________________________________________
 CZ0099* NAD 83(1986)-  32 03 31.     (N)    110 43 42.     (W)     SCALED    
 CZ0099* NAVD 88     -       968.95   (+/-2cm)    3179.0    (feet)  VERTCON   
 CZ0099  ___________________________________________________________________
 CZ0099  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CZ0099  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0099
 CZ0099.The horizontal coordinates were scaled from a topographic map and have
 CZ0099.an estimated accuracy of +/- 6 seconds.
 CZ0099
 CZ0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0099.The vertical order pertains to the NGVD 29 superseded value.
 CZ0099
 CZ0099.The geoid height was determined by GEOID03.
 CZ0099
 CZ0099;                    North         East    Units  Estimated Accuracy
 CZ0099;SPC AZ C     -   117,980.      325,570.      MT  (+/- 180 meters Scaled)
 CZ0099
 CZ0099                          SUPERSEDED SURVEY CONTROL
 CZ0099
 CZ0099  NGVD 29 (??/??/92)  968.233  (m)         3176.61   (f) ADJ UNCH    1 2
 CZ0099
 CZ0099.Superseded values are not recommended for survey control.
 CZ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0099.See file dsdata.txt to determine how the superseded data were derived.
 CZ0099
 CZ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA256469(NAD 83)
 CZ0099_MARKER: DB = BENCH MARK DISK
 CZ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0099_STAMPING: H 317 1952
 CZ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0099+STABILITY: SURFACE MOTION
 CZ0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0099+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 CZ0099
 CZ0099  HISTORY     - Date     Condition        Report By
 CZ0099  HISTORY     - 1952     MONUMENTED       CGS
 CZ0099  HISTORY     - 20031221 GOOD             GEOCAC
 CZ0099  HISTORY     - 20061215 GOOD             GEOCAC
 CZ0099
 CZ0099                          STATION DESCRIPTION
 CZ0099
 CZ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0099'1.2 MI NW FROM VAIL.
 CZ0099'1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0099'RAILROAD STATION AT VAIL, DIRECTLY IN LINE WITH A TELEGRAPH LINE AT A
 CZ0099'DOUBLE POLE SUPPORTED BY 4 GUY WIRES, 163 FEET SOUTHWEST OF AND ACROSS
 CZ0099'THE TRACK FROM MILE POLE 1002, 103.3 FEET SOUTHWEST OF THE SOUTHWEST
 CZ0099'RAIL, 5.6 FEET SOUTHWEST OF A FENCE, 3.3 FEET NORTHWEST OF THE WITNESS
 CZ0099'POST, AND SET IN A CONCRETE POST PROJECTING 0.7 FEET AND ABOUT 2 FEET
 CZ0099'LOWER THAN THE TRACK.
 CZ0099
 CZ0099                          STATION RECOVERY (2003)
 CZ0099
 CZ0099'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0099'THE TELEGRAPH POLES AND LINES HAVE BEEN REMOVED, BUT THE GUY WIRE
 CZ0099'ANCHORS STILL PROTRUDE ABOVE THE GROUND.
 CZ0099
 CZ0099                          STATION RECOVERY (2006)
 CZ0099
 CZ0099'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0099'CZ0099 RECOVERED WITH COORDINATES OF N 32 03.527 W 110 43.708. MARKER
 CZ0099'IS IN GOOD CONDITION. YOU CAN NOW ACCESS THE MARKER VIA A CUT IN THE
 CZ0099'BARBED WIRE FENCE FROM THE MARY ANN CLEVELAND ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1273 ***********************************************************************
 CZ1273  DESIGNATION -  H 318
 CZ1273  PID         -  CZ1273
 CZ1273  STATE/COUNTY-  AZ/PIMA
 CZ1273  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1273
 CZ1273                         *CURRENT SURVEY CONTROL
 CZ1273  ___________________________________________________________________
 CZ1273* NAD 83(1986)-  32 30 11.     (N)    111 47 34.     (W)     SCALED    
 CZ1273* NAVD 88     -       503.28   (+/-2cm)    1651.2    (feet)  VERTCON   
 CZ1273  ___________________________________________________________________
 CZ1273  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1273
 CZ1273.The horizontal coordinates were scaled from a topographic map and have
 CZ1273.an estimated accuracy of +/- 6 seconds.
 CZ1273
 CZ1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1273.The vertical order pertains to the NGVD 29 superseded value.
 CZ1273
 CZ1273.The geoid height was determined by GEOID03.
 CZ1273
 CZ1273;                    North         East    Units  Estimated Accuracy
 CZ1273;SPC AZ C     -   166,650.      225,000.      MT  (+/- 180 meters Scaled)
 CZ1273
 CZ1273                          SUPERSEDED SURVEY CONTROL
 CZ1273
 CZ1273  NGVD 29 (??/??/92)  502.727  (m)         1649.36   (f) ADJ UNCH    2 0
 CZ1273
 CZ1273.Superseded values are not recommended for survey control.
 CZ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1273.See file dsdata.txt to determine how the superseded data were derived.
 CZ1273
 CZ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA255964(NAD 83)
 CZ1273_MARKER: DB = BENCH MARK DISK
 CZ1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1273_STAMPING: H 318 1952
 CZ1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1273+STABILITY: SURFACE MOTION
 CZ1273
 CZ1273  HISTORY     - Date     Condition        Report By
 CZ1273  HISTORY     - 1952     MONUMENTED       CGS
 CZ1273
 CZ1273                          STATION DESCRIPTION
 CZ1273
 CZ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1273'10.5 MI SE FROM JACKRABBIT.
 CZ1273'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1273'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 10.1 MILES EAST AND
 CZ1273'SOUTHEAST ALONG A TRACK ROAD, 13.05 MILES EAST OF THE WINDMILL AT
 CZ1273'KOMELIH, ABOUT 80 YARDS WEST OF A NORTHSOUTH FENCE LINE, AT THE
 CZ1273'INTERSECTION OF A NORTHEAST-SOUTHWEST TRACK ROAD WHICH LEADS SOUTH TO
 CZ1273'KOMELIH, AT A SMALL CLEAR SPOT SURROUNDED WITH GREASEWOOD, 25 FEET
 CZ1273'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 17 FEET NORTHWEST OF
 CZ1273'THE CENTER LINE OF THE TRACK ROAD LEADING WEST TO THE INDIAN VILLAGE
 CZ1273'OF KOMELIH, 2.9 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 CZ1273'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CZ1273'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0053 ***********************************************************************
 DA0053  DESIGNATION -  H 319
 DA0053  PID         -  DA0053
 DA0053  STATE/COUNTY-  AZ/MARICOPA
 DA0053  USGS QUAD   -  JOHNSON WELL (1986)
 DA0053
 DA0053                         *CURRENT SURVEY CONTROL
 DA0053  ___________________________________________________________________
 DA0053* NAD 83(1986)-  32 42 00.     (N)    112 17 09.     (W)     SCALED    
 DA0053* NAVD 88     -       661.28   (+/-2cm)    2169.5    (feet)  VERTCON   
 DA0053  ___________________________________________________________________
 DA0053  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0053
 DA0053.The horizontal coordinates were scaled from a topographic map and have
 DA0053.an estimated accuracy of +/- 6 seconds.
 DA0053
 DA0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0053.The vertical order pertains to the NGVD 29 superseded value.
 DA0053
 DA0053.The geoid height was determined by GEOID03.
 DA0053
 DA0053;                    North         East    Units  Estimated Accuracy
 DA0053;SPC AZ C     -   188,550.      178,750.      MT  (+/- 180 meters Scaled)
 DA0053
 DA0053                          SUPERSEDED SURVEY CONTROL
 DA0053
 DA0053  NGVD 29 (??/??/92)  660.604  (m)         2167.33   (f) ADJ UNCH    2 0
 DA0053
 DA0053.Superseded values are not recommended for survey control.
 DA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0053.See file dsdata.txt to determine how the superseded data were derived.
 DA0053
 DA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB794187(NAD 83)
 DA0053_MARKER: DB = BENCH MARK DISK
 DA0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0053_STAMPING: H 319 1952
 DA0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0053+STABILITY: SURFACE MOTION
 DA0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0053+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0053
 DA0053  HISTORY     - Date     Condition        Report By
 DA0053  HISTORY     - 1952     MONUMENTED       CGS
 DA0053  HISTORY     - 1968     GOOD             NGS
 DA0053  HISTORY     - 1980     GOOD             USGS
 DA0053  HISTORY     - 20090206 GOOD             GEOCAC
 DA0053
 DA0053                          STATION DESCRIPTION
 DA0053
 DA0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0053'4.7 MI SE FROM STOUTS WELL.
 DA0053'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 3.3
 DA0053'MILES SOUTHEAST ALONG A TRACK ROAD, 0.2 MILE SOUTHEAST OF THE JUNCTION
 DA0053'OF A GRADED ROAD LEADING SOUTHWEST, 0.2 MILE SOUTHEAST OF VEKOL WASH,
 DA0053'ON THE TOP OF A LONG LOW RIDGE, ON A DOWN GRADE GOING SOUTHEAST, 35
 DA0053'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A
 DA0053'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 DA0053'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0053
 DA0053                          STATION RECOVERY (1968)
 DA0053
 DA0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DA0053'RECOVERED IN GOOD CONDITION.
 DA0053
 DA0053                          STATION RECOVERY (1980)
 DA0053
 DA0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0053'THE MARK IS 0.3 MILES NE. ALONG A GRADED ROAD FROM JOHNSON WELL,
 DA0053'THENCE 3.7 MILES SE. ALONG A GRADED ROAD TO JCT. WITH A NE. SW. ROAD,
 DA0053'THENCE 0.1 MILES NE. TO A GRADED ROAD SE. THENCE 0.3 MI SE. ALONG
 DA0053'GRADED ROAD, ACROSS TWO WASHES, 200 YDS SE. OF SECOND WASH, 35 FT NE.
 DA0053'OF ROAD, 2 FT. SW. OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DA0053'POST PROJECTING 0.9 FT, A BRONZE DISK STAMPED "H 319 1952".
 DA0053
 DA0053                          STATION RECOVERY (2009)
 DA0053
 DA0053'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0053'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0053'32 41 59.8 (N)   112 17 10.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0248 ***********************************************************************
 FQ0248  DESIGNATION -  H 32
 FQ0248  PID         -  FQ0248
 FQ0248  STATE/COUNTY-  AZ/COCONINO
 FQ0248  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0248
 FQ0248                         *CURRENT SURVEY CONTROL
 FQ0248  ___________________________________________________________________
 FQ0248* NAD 83(1986)-  35 07 10.     (N)    111 40 50.     (W)     SCALED    
 FQ0248* NAVD 88     -      2089.550  (meters)    6855.47   (feet)  ADJUSTED  
 FQ0248  ___________________________________________________________________
 FQ0248  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0248  DYNAMIC HT  -        2086.576 (meters)    6845.71  (feet)  COMP
 FQ0248  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 FQ0248
 FQ0248  VERT ORDER  -  FIRST     CLASS II
 FQ0248
 FQ0248.The horizontal coordinates were scaled from a topographic map and have
 FQ0248.an estimated accuracy of +/- 6 seconds.
 FQ0248
 FQ0248.The orthometric height was determined by differential leveling
 FQ0248.and adjusted in June 1991.
 FQ0248
 FQ0248.The geoid height was determined by GEOID03.
 FQ0248
 FQ0248.The dynamic height is computed by dividing the NAVD 88
 FQ0248.geopotential number by the normal gravity value computed on the
 FQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0248.degrees latitude (g = 980.6199 gals.).
 FQ0248
 FQ0248.The modeled gravity was interpolated from observed gravity values.
 FQ0248
 FQ0248;                    North         East    Units  Estimated Accuracy
 FQ0248;SPC AZ C     -   456,850.      234,880.      MT  (+/- 180 meters Scaled)
 FQ0248
 FQ0248                          SUPERSEDED SURVEY CONTROL
 FQ0248
 FQ0248  NGVD 29 (??/??/92) 2088.531  (m)         6852.12   (f) ADJ UNCH    1 2
 FQ0248
 FQ0248.Superseded values are not recommended for survey control.
 FQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0248.See file dsdata.txt to determine how the superseded data were derived.
 FQ0248
 FQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD379865(NAD 83)
 FQ0248_MARKER: DB = BENCH MARK DISK
 FQ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0248_STAMPING: 6852.122 H 32 1933
 FQ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0248+STABILITY: SURFACE MOTION
 FQ0248
 FQ0248  HISTORY     - Date     Condition        Report By
 FQ0248  HISTORY     - 1933     MONUMENTED       CGS
 FQ0248  HISTORY     - 1955     GOOD             NGS
 FQ0248  HISTORY     - 1962     MARK NOT FOUND   USGS
 FQ0248
 FQ0248                          STATION DESCRIPTION
 FQ0248
 FQ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0248'6.5 MI S FROM FLAGSTAFF.
 FQ0248'ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY NO. 89A FROM THE A.T. AND
 FQ0248'S.F. RAILROAD STATION IN FLAGSTAFF, TO A GRADED T-ROAD SOUTHEAST
 FQ0248'APPROXIMATELY 800 FEET SOUTH OF A RAILROAD CROSSING, THENCE SOUTHEAST
 FQ0248'ALONG GRADED ROAD FOR 1.0 MILE.  THE MARK IS ABOUT 0.3 MILE SOUTHEAST
 FQ0248'OF A RAILROAD CROSSING, 0.1 MILE NORTHEAST OF A RAILROAD, 0.1 MILE
 FQ0248'NORTHWEST OF A CURVE, 80 FEET WEST OF THE FIRST POLE SOUTH OF A SMALL
 FQ0248'CANYON MOUTH AND 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  A
 FQ0248'STANDARD BENCH MARK DISK IN A CONCRETE POST PROJECTING 5 INCHES.
 FQ0248
 FQ0248                          STATION RECOVERY (1962)
 FQ0248
 FQ0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0116 ***********************************************************************
 GO0116  DESIGNATION -  H 32
 GO0116  PID         -  GO0116
 GO0116  STATE/COUNTY-  AZ/APACHE
 GO0116  USGS QUAD   -  ROUGH ROCK (1968)
 GO0116
 GO0116                         *CURRENT SURVEY CONTROL
 GO0116  ___________________________________________________________________
 GO0116* NAD 83(1986)-  36 25 05.     (N)    109 47 20.     (W)     SCALED    
 GO0116* NAVD 88     -      1789.539  (meters)    5871.18   (feet)  ADJUSTED  
 GO0116  ___________________________________________________________________
 GO0116  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GO0116  DYNAMIC HT  -        1787.267 (meters)    5863.73  (feet)  COMP
 GO0116  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 GO0116
 GO0116  VERT ORDER  -  FIRST     CLASS II
 GO0116
 GO0116.The horizontal coordinates were scaled from a topographic map and have
 GO0116.an estimated accuracy of +/- 6 seconds.
 GO0116
 GO0116.The orthometric height was determined by differential leveling
 GO0116.and adjusted in June 1991.
 GO0116
 GO0116.The geoid height was determined by GEOID03.
 GO0116
 GO0116.The dynamic height is computed by dividing the NAVD 88
 GO0116.geopotential number by the normal gravity value computed on the
 GO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0116.degrees latitude (g = 980.6199 gals.).
 GO0116
 GO0116.The modeled gravity was interpolated from observed gravity values.
 GO0116
 GO0116;                    North         East    Units  Estimated Accuracy
 GO0116;SPC AZ E     -   600,960.      247,240.      MT  (+/- 180 meters Scaled)
 GO0116
 GO0116                          SUPERSEDED SURVEY CONTROL
 GO0116
 GO0116  NGVD 29 (??/??/92) 1788.594  (m)         5868.08   (f) ADJ UNCH    1 2
 GO0116
 GO0116.Superseded values are not recommended for survey control.
 GO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0116.See file dsdata.txt to determine how the superseded data were derived.
 GO0116
 GO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF085310(NAD 83)
 GO0116_MARKER: DB = BENCH MARK DISK
 GO0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0116_STAMPING: 5868.079 H 32 1933
 GO0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0116+STABILITY: SURFACE MOTION
 GO0116
 GO0116  HISTORY     - Date     Condition        Report By
 GO0116  HISTORY     - 1933     MONUMENTED       CGS
 GO0116  HISTORY     - 1970     GOOD             USGS
 GO0116
 GO0116                          STATION DESCRIPTION
 GO0116
 GO0116'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GO0116'29.1 MI NW FROM CHIN LEE.
 GO0116'29.1 MILES NORTHWEST ALONG THE ROAD LEADING TO KAYENTA FROM THE POST
 GO0116'OFFICE AT CHIN LEE APPROXIMATELY 29 MILES NORTHWEST OF CHINLE,
 GO0116'ARIZONA.  3.2 MILES EAST OF ROUGH ROCK TRADING POST ALONG MAIN ROAD TO
 GO0116'MANY FARMS TO INTERSECTION, THENCE 0.5 MILES NORTH, BENCHMARK IS
 GO0116'APPROXIMATELY 0.15 MILES SOUTHWEST OF AN INTERSECTION, 452 FEET WEST
 GO0116'OF THE CENTERLINE OF ROAD, 35 FEET EAST OF A SMALL DRAIN.  A STANDARD
 GO0116'TABLET STAMPED 5868.079 H 32 1933 AND SET IN THE TOP OF A CONCRETE
 GO0116'POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0564 ***********************************************************************
 DA0564  DESIGNATION -  H 320
 DA0564  PID         -  DA0564
 DA0564  STATE/COUNTY-  AZ/MARICOPA
 DA0564  USGS QUAD   -  THEBA (1973)
 DA0564
 DA0564                         *CURRENT SURVEY CONTROL
 DA0564  ___________________________________________________________________
 DA0564* NAD 83(1986)-  32 54 14.     (N)    112 59 15.     (W)     SCALED    
 DA0564* NAVD 88     -       221.60   (+/-2cm)     727.0    (feet)  VERTCON   
 DA0564  ___________________________________________________________________
 DA0564  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA0564  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0564
 DA0564.The horizontal coordinates were scaled from a topographic map and have
 DA0564.an estimated accuracy of +/- 6 seconds.
 DA0564
 DA0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0564.The vertical order pertains to the NGVD 29 superseded value.
 DA0564
 DA0564.The geoid height was determined by GEOID03.
 DA0564
 DA0564;                    North         East    Units  Estimated Accuracy
 DA0564;SPC AZ C     -   211,600.      113,190.      MT  (+/- 180 meters Scaled)
 DA0564
 DA0564                          SUPERSEDED SURVEY CONTROL
 DA0564
 DA0564  NGVD 29 (??/??/92)  221.000  (m)          725.06   (f) ADJ UNCH    1 2
 DA0564
 DA0564.Superseded values are not recommended for survey control.
 DA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0564.See file dsdata.txt to determine how the superseded data were derived.
 DA0564
 DA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB141423(NAD 83)
 DA0564_MARKER: DB = BENCH MARK DISK
 DA0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0564_STAMPING: H 320 1952
 DA0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0564+STABILITY: SURFACE MOTION
 DA0564
 DA0564  HISTORY     - Date     Condition        Report By
 DA0564  HISTORY     - 1952     MONUMENTED       CGS
 DA0564  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0564  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0564
 DA0564                          STATION DESCRIPTION
 DA0564
 DA0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0564'13.5 MI E FROM SENTINEL.
 DA0564'13.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0564'WATER TANK AT SENTINEL, 0.1 MILE WEST OF PIEDRA SECTION HOUSE, 0.3
 DA0564'MILE SOUTHWEST OF MILEPOST 840, 38.5 FEET NORTH OF THE NORTH RAIL, 3
 DA0564'FEET EAST OF TELEPHONE POLE NO. 18F, 2 FEET WEST OF A WITNESS POST, 3
 DA0564'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0564'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS ALSO 0.3
 DA0564'MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DA0564'STATION SIGN AT PIEDRA.
 DA0564
 DA0564                          STATION RECOVERY (1980)
 DA0564
 DA0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0564'SEARCHED FOR BUT NOT RECOVERED. NOTE-THERE HAS BEEN GRADING IN THE
 DA0564'AREA, MARK BELIEVED DESTROYED.
 DA0564
 DA0564                          STATION RECOVERY (1980)
 DA0564
 DA0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0564'SEARCHED FOR BUT NOT RECOVERED. NOTE-THERE HAS BEEN GRADING IN THE
 DA0564'AREA, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0734 ***********************************************************************
 DA0734  DESIGNATION -  H 321
 DA0734  PID         -  DA0734
 DA0734  STATE/COUNTY-  AZ/MARICOPA
 DA0734  USGS QUAD   -  AZTEC SE (1982)
 DA0734
 DA0734                         *CURRENT SURVEY CONTROL
 DA0734  ___________________________________________________________________
 DA0734* NAD 83(1992)-  32 50 43.58035(N)    113 16 46.21374(W)     ADJUSTED  
 DA0734* NAVD 88     -       176.96   (+/-2cm)     580.6    (feet)  VERTCON   
 DA0734  ___________________________________________________________________
 DA0734  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DA0734  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DA0734  HORZ ORDER  -  SECOND
 DA0734  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0734
 DA0734.The horizontal coordinates were established by classical geodetic methods
 DA0734.and adjusted by the National Geodetic Survey in August 1993.
 DA0734
 DA0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0734.The vertical order pertains to the NGVD 29 superseded value.
 DA0734
 DA0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0734
 DA0734.The geoid height was determined by GEOID03.
 DA0734
 DA0734;                    North         East     Units Scale Factor Converg.
 DA0734;SPC AZ C     -   205,434.978    85,784.653   MT  1.00010062   -0 44 21.4
 DA0734;SPC AZ C     -   673,999.27    281,445.71   iFT  1.00010062   -0 44 21.4
 DA0734;SPC AZ W     -   204,716.866   257,403.154   MT  0.99995724   +0 15 18.7
 DA0734;SPC AZ W     -   671,643.26    844,498.54   iFT  0.99995724   +0 15 18.7
 DA0734;UTM  12      - 3,636,454.956   286,664.398   MT  1.00016121   -1 14 12.5
 DA0734
 DA0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0734!SPC AZ C     -   0.99997723  x   1.00010062  =   1.00007785
 DA0734!SPC AZ W     -   0.99997723  x   0.99995724  =   0.99993447
 DA0734!UTM  12      -   0.99997723  x   1.00016121  =   1.00013844
 DA0734
 DA0734                          SUPERSEDED SURVEY CONTROL
 DA0734
 DA0734  NAD 83(1986)-  32 50 43.57493(N)    113 16 46.21986(W) AD(       ) 2
 DA0734  NAD 27      -  32 50 43.39760(N)    113 16 43.55450(W) AD(       ) 2
 DA0734  NGVD 29 (??/??/92)  176.373  (m)          578.65   (f) ADJ UNCH    1 2
 DA0734
 DA0734.Superseded values are not recommended for survey control.
 DA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0734.See file dsdata.txt to determine how the superseded data were derived.
 DA0734
 DA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8666436455(NAD 83)
 DA0734_MARKER: DB = BENCH MARK DISK
 DA0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0734_SP_SET: BRIDGE
 DA0734_STAMPING: H 321 1952
 DA0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0734
 DA0734  HISTORY     - Date     Condition        Report By
 DA0734  HISTORY     - 1960     MONUMENTED       CGS
 DA0734  HISTORY     - 1960     GOOD             NGS
 DA0734  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0734  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0734
 DA0734                          STATION DESCRIPTION
 DA0734
 DA0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0734'STATION MARK STAMPED H 321 1952, IS A STANDARD BENCH
 DA0734'MARK DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF
 DA0734'THE SOUTH CURB OF THE BRIDGE ABUTMENT AND IS ABOUT 6 INCHES
 DA0734'HIGHER THAN THE SURFACE OF THE HIGHWAY.
 DA0734'
 DA0734'TO REACH STATION HOYT FROM THE POST OFFICE AT SENTINEL, PROCEED
 DA0734'WESTERLY ALONG U.S. HIGHWAY 80 FOR 4.1 MILES TO A HIGHWAY
 DA0734'BRIDGE CROSSING ON THE DIAGONAL AND STATION HOYT SITE.  A 2-WHEEL
 DA0734'DRIVE STATION.
 DA0734
 DA0734                          STATION RECOVERY (1960)
 DA0734
 DA0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0734'3.8 MI W FROM SENTINEL.
 DA0734'3.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL
 DA0734'TO A HIGHWAY BRIDGE, 191 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 DA0734'168 FEET NORTHWEST OF MILE POLE 822, 22 FEET SOUTH OF THE CENTERLINE
 DA0734'OF THE HIGHWAY, SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE
 DA0734'SOUTH CURB OF THE BRIDGE ABUTMENT AND 6 INCHES HIGHER THAN THE
 DA0734'ROADWAY.
 DA0734
 DA0734                          STATION RECOVERY (1980)
 DA0734
 DA0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0734'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THIS AREA,
 DA0734'MARK BELIEVED DESTROYED.
 DA0734
 DA0734                          STATION RECOVERY (1980)
 DA0734
 DA0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0734'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THIS AREA,
 DA0734'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0778 ***********************************************************************
 DV0778  DESIGNATION -  H 322
 DV0778  PID         -  DV0778
 DV0778  STATE/COUNTY-  AZ/MARICOPA
 DV0778  USGS QUAD   -  ARLINGTON (1984)
 DV0778
 DV0778                         *CURRENT SURVEY CONTROL
 DV0778  ___________________________________________________________________
 DV0778* NAD 83(1986)-  33 22 15.     (N)    112 45 49.     (W)     SCALED    
 DV0778* NAVD 88     -       280.336  (meters)     919.74   (feet)  ADJUSTED  
 DV0778  ___________________________________________________________________
 DV0778  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0778  DYNAMIC HT  -         280.013 (meters)     918.68  (feet)  COMP
 DV0778  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DV0778
 DV0778  VERT ORDER  -  FIRST     CLASS II
 DV0778
 DV0778.The horizontal coordinates were scaled from a topographic map and have
 DV0778.an estimated accuracy of +/- 6 seconds.
 DV0778
 DV0778.The orthometric height was determined by differential leveling
 DV0778.and adjusted in June 1991.
 DV0778
 DV0778.The geoid height was determined by GEOID03.
 DV0778
 DV0778.The dynamic height is computed by dividing the NAVD 88
 DV0778.geopotential number by the normal gravity value computed on the
 DV0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0778.degrees latitude (g = 980.6199 gals.).
 DV0778
 DV0778.The modeled gravity was interpolated from observed gravity values.
 DV0778
 DV0778;                    North         East    Units  Estimated Accuracy
 DV0778;SPC AZ C     -   263,200.      134,550.      MT  (+/- 180 meters Scaled)
 DV0778
 DV0778                          SUPERSEDED SURVEY CONTROL
 DV0778
 DV0778  NGVD 29 (??/??/92)  279.707  (m)          917.67   (f) ADJ UNCH    1 2
 DV0778
 DV0778.Superseded values are not recommended for survey control.
 DV0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0778.See file dsdata.txt to determine how the superseded data were derived.
 DV0778
 DV0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB359937(NAD 83)
 DV0778_MARKER: DB = BENCH MARK DISK
 DV0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0778_STAMPING: H 322 1952
 DV0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0778+STABILITY: SURFACE MOTION
 DV0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0778+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DV0778
 DV0778  HISTORY     - Date     Condition        Report By
 DV0778  HISTORY     - 1952     MONUMENTED       CGS
 DV0778  HISTORY     - 1967     GOOD             NGS
 DV0778  HISTORY     - 1981     GOOD             NGS
 DV0778  HISTORY     - 20060128 GOOD             USPSQD
 DV0778  HISTORY     - 20060128 GOOD             USPSQD
 DV0778
 DV0778                          STATION DESCRIPTION
 DV0778
 DV0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0778'2.95 MI NW FROM HASSAYAMPA.
 DV0778'2.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0778'SERVICE STATION AND STORE AT HASSAYAMPA, THENCE 0.15 MILE SOUTH ALONG
 DV0778'A GRAVELED ROAD, IN SECTION 3, T 1 S, R 5 W, AT AN INTERSECTION OF THE
 DV0778'GRAVELED ROAD AND AN OLD DIRT ROAD, 31 1/2 FEET EAST OF THE CENTER
 DV0778'LINE OF THE GRAVELED ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE OLD
 DV0778'DIRT ROAD, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET WEST OF A WOODEN
 DV0778'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 DV0778'CONCRETE POST PROJECTING 2 INCHES.
 DV0778
 DV0778                          STATION RECOVERY (1981)
 DV0778
 DV0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0778'RECOVERED IN GOOD CONDITION.
 DV0778
 DV0778                          STATION RECOVERY (2006)
 DV0778
 DV0778'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0778'RECOVERED AS DESCRIBED.
 DV0778
 DV0778                          STATION RECOVERY (2006)
 DV0778
 DV0778'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0778'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1092 ***********************************************************************
 DA1092  DESIGNATION -  H 323
 DA1092  PID         -  DA1092
 DA1092  STATE/COUNTY-  AZ/YUMA
 DA1092  USGS QUAD   -  MOHAWK MTS NE (1965)
 DA1092
 DA1092                         *CURRENT SURVEY CONTROL
 DA1092  ___________________________________________________________________
 DA1092* NAD 83(1986)-  32 44 07.     (N)    113 37 13.     (W)     SCALED    
 DA1092* NAVD 88     -       111.03   (+/-2cm)     364.3    (feet)  VERTCON   
 DA1092  ___________________________________________________________________
 DA1092  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DA1092  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1092
 DA1092.The horizontal coordinates were scaled from a topographic map and have
 DA1092.an estimated accuracy of +/- 6 seconds.
 DA1092
 DA1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1092.The vertical order pertains to the NGVD 29 superseded value.
 DA1092
 DA1092.The geoid height was determined by GEOID03.
 DA1092
 DA1092;                    North         East    Units  Estimated Accuracy
 DA1092;SPC AZ W     -   192,410.      225,520.      MT  (+/- 180 meters Scaled)
 DA1092
 DA1092                          SUPERSEDED SURVEY CONTROL
 DA1092
 DA1092  NGVD 29 (??/??/92)  110.415  (m)          362.25   (f) ADJ UNCH    1 2
 DA1092
 DA1092.Superseded values are not recommended for survey control.
 DA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1092.See file dsdata.txt to determine how the superseded data were derived.
 DA1092
 DA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB544249(NAD 83)
 DA1092_MARKER: DB = BENCH MARK DISK
 DA1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1092_STAMPING: H 323 1952
 DA1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1092+STABILITY: SURFACE MOTION
 DA1092
 DA1092  HISTORY     - Date     Condition        Report By
 DA1092  HISTORY     - 1952     MONUMENTED       CGS
 DA1092
 DA1092                          STATION DESCRIPTION
 DA1092
 DA1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1092'7.4 MI NE FROM MOHAWK.
 DA1092'7.4 MILES NORTHEAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1092'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, THENCE 1.9 MILES SOUTHEAST
 DA1092'ALONG A GRAVEL ROAD, AT THE TAXI STRIP AND THE OLD ADMINISTRATION
 DA1092'BUILDING, 39 FEET NORTHWEST OF THE EDGE OF THE TAXI STRIP, 38.3 FEET
 DA1092'WEST OF THE SOUTHWEST CORNER OF THE OLD ADMINISTRATION BUILDING, 2
 DA1092'FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA1092'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0431 ***********************************************************************
 CY0431  DESIGNATION -  H 324
 CY0431  PID         -  CY0431
 CY0431  STATE/COUNTY-  AZ/COCHISE
 CY0431  USGS QUAD   -  RAILROAD PASS (1979)
 CY0431
 CY0431                         *CURRENT SURVEY CONTROL
 CY0431  ___________________________________________________________________
 CY0431* NAD 83(1986)-  32 21 12.     (N)    109 38 38.     (W)     SCALED    
 CY0431* NAVD 88     -      1241.14   (+/-2cm)    4072.0    (feet)  VERTCON   
 CY0431  ___________________________________________________________________
 CY0431  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0431  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0431
 CY0431.The horizontal coordinates were scaled from a topographic map and have
 CY0431.an estimated accuracy of +/- 6 seconds.
 CY0431
 CY0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0431.The vertical order pertains to the NGVD 29 superseded value.
 CY0431
 CY0431.The geoid height was determined by GEOID03.
 CY0431
 CY0431;                    North         East    Units  Estimated Accuracy
 CY0431;SPC AZ E     -   150,160.      262,560.      MT  (+/- 180 meters Scaled)
 CY0431
 CY0431                          SUPERSEDED SURVEY CONTROL
 CY0431
 CY0431  NGVD 29 (??/??/92) 1240.333  (m)         4069.33   (f) ADJ UNCH    1 2
 CY0431
 CY0431.Superseded values are not recommended for survey control.
 CY0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0431.See file dsdata.txt to determine how the superseded data were derived.
 CY0431
 CY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA276804(NAD 83)
 CY0431_MARKER: DB = BENCH MARK DISK
 CY0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0431_STAMPING: H 324 1952
 CY0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0431+STABILITY: SURFACE MOTION
 CY0431
 CY0431  HISTORY     - Date     Condition        Report By
 CY0431  HISTORY     - 1952     MONUMENTED       CGS
 CY0431
 CY0431                          STATION DESCRIPTION
 CY0431
 CY0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0431'9.4 MI W FROM BOWIE.
 CY0431'9.4 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0431'STATION AT BOWIE, AT MILEPOLE NUMBER 1089, 196 1/2 FEET NORTHWEST OF
 CY0431'CULVERT NUMBER 1089.03, 90.0 FEET NORTH OF THE NORTH RAIL, 51.8 FEET
 CY0431'NORTHEAST OF MILEPOLE NUMBER 1089, 7.6 FEET SOUTH OF A FENCE, 2.2 FEET
 CY0431'WEST OF A WITNESS POST, ABOUT 6.0 FEET LOWER THAN THE TRACK, AND SET
 CY0431'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0361 ***********************************************************************
 CY0361  DESIGNATION -  H 325
 CY0361  PID         -  CY0361
 CY0361  STATE/COUNTY-  AZ/COCHISE
 CY0361  USGS QUAD   -  COCHISE (1985)
 CY0361
 CY0361                         *CURRENT SURVEY CONTROL
 CY0361  ___________________________________________________________________
 CY0361* NAD 83(1986)-  32 03 57.     (N)    109 57 22.     (W)     SCALED    
 CY0361* NAVD 88     -      1326.61   (+/-2cm)    4352.4    (feet)  VERTCON   
 CY0361  ___________________________________________________________________
 CY0361  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0361  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0361
 CY0361.The horizontal coordinates were scaled from a topographic map and have
 CY0361.an estimated accuracy of +/- 6 seconds.
 CY0361
 CY0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0361.The vertical order pertains to the NGVD 29 superseded value.
 CY0361
 CY0361.The geoid height was determined by GEOID03.
 CY0361
 CY0361;                    North         East    Units  Estimated Accuracy
 CY0361;SPC AZ E     -   118,190.      233,240.      MT  (+/- 180 meters Scaled)
 CY0361
 CY0361                          SUPERSEDED SURVEY CONTROL
 CY0361
 CY0361  NGVD 29 (??/??/92) 1325.797  (m)         4349.72   (f) ADJ UNCH    1 2
 CY0361
 CY0361.Superseded values are not recommended for survey control.
 CY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0361.See file dsdata.txt to determine how the superseded data were derived.
 CY0361
 CY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA985482(NAD 83)
 CY0361_MARKER: DB = BENCH MARK DISK
 CY0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0361_STAMPING: H 325 1952
 CY0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0361+STABILITY: SURFACE MOTION
 CY0361
 CY0361  HISTORY     - Date     Condition        Report By
 CY0361  HISTORY     - 1952     MONUMENTED       CGS
 CY0361
 CY0361                          STATION DESCRIPTION
 CY0361
 CY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0361'3.9 MI SW FROM COCHISE.
 CY0361'3.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0361'THE STATION AT COCHISE, AT MILEPOLE NUMBER 1060, 99.8 FEET NORTHWEST
 CY0361'OF THE NORTHWEST RAIL, 84.7 FEET WEST OF MILEPOLE NUMBER 1060, 31.0
 CY0361'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTHWEST OF A
 CY0361'FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 2.0 FEET LOWER THAN THE
 CY0361'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CY0361'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0039 ***********************************************************************
 CG0039  DESIGNATION -  H 326
 CG0039  PID         -  CG0039
 CG0039  STATE/COUNTY-  AZ/COCHISE
 CG0039  USGS QUAD   -  SAINT DAVID (1973)
 CG0039
 CG0039                         *CURRENT SURVEY CONTROL
 CG0039  ___________________________________________________________________
 CG0039* NAD 83(1986)-  31 58 57.     (N)    110 09 32.     (W)     SCALED    
 CG0039* NAVD 88     -      1288.56   (+/-2cm)    4227.6    (feet)  VERTCON   
 CG0039  ___________________________________________________________________
 CG0039  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CG0039  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0039
 CG0039.The horizontal coordinates were scaled from a topographic map and have
 CG0039.an estimated accuracy of +/- 6 seconds.
 CG0039
 CG0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0039.The vertical order pertains to the NGVD 29 superseded value.
 CG0039
 CG0039.The geoid height was determined by GEOID03.
 CG0039
 CG0039;                    North         East    Units  Estimated Accuracy
 CG0039;SPC AZ E     -   108,930.      214,100.      MT  (+/- 180 meters Scaled)
 CG0039
 CG0039                          SUPERSEDED SURVEY CONTROL
 CG0039
 CG0039  NGVD 29 (??/??/92) 1287.708  (m)         4224.76   (f) ADJ UNCH    1 2
 CG0039
 CG0039.Superseded values are not recommended for survey control.
 CG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0039.See file dsdata.txt to determine how the superseded data were derived.
 CG0039
 CG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA794388(NAD 83)
 CG0039_MARKER: DB = BENCH MARK DISK
 CG0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0039_SP_SET: CULVERT
 CG0039_STAMPING: H 326 1952
 CG0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0039
 CG0039  HISTORY     - Date     Condition        Report By
 CG0039  HISTORY     - 1952     MONUMENTED       CGS
 CG0039
 CG0039                          STATION DESCRIPTION
 CG0039
 CG0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0039'12.15 MI E FROM BENSON.
 CG0039'12.15 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0039'STATION AT BENSON, 8.6 MILES SOUTHWEST OF DRAGOON, 0.35 MILE NORTHEAST
 CG0039'OF MILEPOLE 1045, IN TOP OF THE WEST END OF THE SOUTHEAST CONCRETE
 CG0039'HEADWALL OF CULVERT 1045.36, 0.1 MILE EAST OF SEMAPHORES 10453 AND
 CG0039'10452, 24.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.7 FEET EAST OF THE
 CG0039'WEST END OF THE SOUTHEAST CONCRETE HEADWALL, ABOUT 6 FEET LOWER THAN
 CG0039'THE TOP OF THE RAIL.  NOTE-- RAILROAD HAS BEEN CHANGED AND DISTANCE
 CG0039'BETWEEN MILEPOLE 1044 AND 1045 IS INCORRECT, RAILROAD MADE LARGE LOOP
 CG0039'NORTH OF THE NEW TRACKS, NOTE ON MAP HOW RAILROAD WENT BEFORE SHORTCUT
 CG0039'WAS PUT IN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0415 ***********************************************************************
 DT0415  DESIGNATION -  H 327
 DT0415  PID         -  DT0415
 DT0415  STATE/COUNTY-  AZ/GRAHAM
 DT0415  USGS QUAD   -  GILA PEAK (1989)
 DT0415
 DT0415                         *CURRENT SURVEY CONTROL
 DT0415  ___________________________________________________________________
 DT0415* NAD 83(1986)-  33 14 57.     (N)    109 55 51.     (W)     SCALED    
 DT0415* NAVD 88     -      1561.823  (meters)    5124.08   (feet)  ADJUSTED  
 DT0415  ___________________________________________________________________
 DT0415  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DT0415  DYNAMIC HT  -        1559.503 (meters)    5116.47  (feet)  COMP
 DT0415  MODELED GRAV-     979,097.1   (mgal)                       NAVD 88
 DT0415
 DT0415  VERT ORDER  -  SECOND    CLASS 0
 DT0415
 DT0415.The horizontal coordinates were scaled from a topographic map and have
 DT0415.an estimated accuracy of +/- 6 seconds.
 DT0415
 DT0415.The orthometric height was determined by differential leveling
 DT0415.and adjusted in June 1991.
 DT0415
 DT0415.The geoid height was determined by GEOID03.
 DT0415
 DT0415.The dynamic height is computed by dividing the NAVD 88
 DT0415.geopotential number by the normal gravity value computed on the
 DT0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0415.degrees latitude (g = 980.6199 gals.).
 DT0415
 DT0415.The modeled gravity was interpolated from observed gravity values.
 DT0415
 DT0415;                    North         East    Units  Estimated Accuracy
 DT0415;SPC AZ E     -   249,410.      235,340.      MT  (+/- 180 meters Scaled)
 DT0415
 DT0415                          SUPERSEDED SURVEY CONTROL
 DT0415
 DT0415  NGVD 29 (??/??/92) 1561.074  (m)         5121.62   (f) ADJ UNCH    2 0
 DT0415
 DT0415.Superseded values are not recommended for survey control.
 DT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0415.See file dsdata.txt to determine how the superseded data were derived.
 DT0415
 DT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB995794(NAD 83)
 DT0415_MARKER: DB = BENCH MARK DISK
 DT0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0415_STAMPING: H 327 1952
 DT0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0415+STABILITY: SURFACE MOTION
 DT0415
 DT0415  HISTORY     - Date     Condition        Report By
 DT0415  HISTORY     - 1952     MONUMENTED       CGS
 DT0415  HISTORY     - 19870512 MARK NOT FOUND   USGS
 DT0415
 DT0415                          STATION DESCRIPTION
 DT0415
 DT0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0415'8.3 MI SW FROM ARSENIC TUBS RANCH HDQRS.
 DT0415'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0415'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0415'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 2.4 MILES
 DT0415'NORTHWEST ALONG A TRACK ROAD, ABOUT 0.6 MILE NORTHWEST OF MINEMILE
 DT0415'TANK NEAR A FENCE CORNER, 2.3 FEET SOUTH OF THE CORNER FENCE POST, 26
 DT0415'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTHEAST OF A
 DT0415'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DT0415'CONCRETE POST, PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DT0415
 DT0415                          STATION RECOVERY (1987)
 DT0415
 DT0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (NKP)
 DT0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0391 ***********************************************************************
 ES0391  DESIGNATION -  H 329
 ES0391  PID         -  ES0391
 ES0391  STATE/COUNTY-  AZ/YAVAPAI
 ES0391  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0391
 ES0391                         *CURRENT SURVEY CONTROL
 ES0391  ___________________________________________________________________
 ES0391* NAD 83(1986)-  34 22 32.     (N)    111 39 52.     (W)     SCALED    
 ES0391* NAVD 88     -      1132.997  (meters)    3717.17   (feet)  ADJUSTED  
 ES0391  ___________________________________________________________________
 ES0391  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0391  DYNAMIC HT  -        1131.514 (meters)    3712.31  (feet)  COMP
 ES0391  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 ES0391
 ES0391  VERT ORDER  -  FIRST     CLASS II
 ES0391
 ES0391.The horizontal coordinates were scaled from a topographic map and have
 ES0391.an estimated accuracy of +/- 6 seconds.
 ES0391
 ES0391.The orthometric height was determined by differential leveling
 ES0391.and adjusted in June 1991.
 ES0391
 ES0391.The geoid height was determined by GEOID03.
 ES0391
 ES0391.The dynamic height is computed by dividing the NAVD 88
 ES0391.geopotential number by the normal gravity value computed on the
 ES0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0391.degrees latitude (g = 980.6199 gals.).
 ES0391
 ES0391.The modeled gravity was interpolated from observed gravity values.
 ES0391
 ES0391;                    North         East    Units  Estimated Accuracy
 ES0391;SPC AZ C     -   374,340.      236,560.      MT  (+/- 180 meters Scaled)
 ES0391
 ES0391                          SUPERSEDED SURVEY CONTROL
 ES0391
 ES0391  NGVD 29 (??/??/92) 1132.252  (m)         3714.73   (f) ADJ UNCH    1 2
 ES0391
 ES0391.Superseded values are not recommended for survey control.
 ES0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0391.See file dsdata.txt to determine how the superseded data were derived.
 ES0391
 ES0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD389039(NAD 83)
 ES0391_MARKER: DB = BENCH MARK DISK
 ES0391_SETTING: 66 = SET IN ROCK OUTCROP
 ES0391_SP_SET: ROCK OUTCROP
 ES0391_STAMPING: H 329 1952
 ES0391_MARK LOGO: CGS   
 ES0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0391+STABILITY: POSITION/ELEVATION WELL
 ES0391
 ES0391  HISTORY     - Date     Condition        Report By
 ES0391  HISTORY     - 1952     MONUMENTED       CGS
 ES0391  HISTORY     - 1982     GOOD             NGS
 ES0391
 ES0391                          STATION DESCRIPTION
 ES0391
 ES0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0391'5.4 MI NE FROM VERDE HOT SPRINGS.
 ES0391'5.4 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0391'HOTEL, IN THE TOP OF A 8-FOOT BY 10-FOOT BROWN ROCK OUTCROP PROJECTING
 ES0391'4 FEET ABOVE THE GROUND, 87 YARDS NORTH OF A Y JUNCTION OF A TRACK
 ES0391'ROAD LEADING NORTHWEST, 81 FEET EAST OF A WATER CONVEYOR, 36 FEET EAST
 ES0391'OF THE CENTER LINE OF AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 ES0391
 ES0391                          STATION RECOVERY (1982)
 ES0391
 ES0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0391'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0391'RECOVERED IN GOOD CONDITION. THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 ES0391'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0391'IN PINE, THENCE 19.5 KM (12.1 MI) WEST ALONG FOSSIL CREEK ROAD, THENCE
 ES0391'3.2 KM (2.0 MI) SOUTH ALONG CHILDS POWER PLANT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0009 ***********************************************************************
 GQ0009  DESIGNATION -  H 33
 GQ0009  PID         -  GQ0009
 GQ0009  STATE/COUNTY-  AZ/COCONINO
 GQ0009  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0009
 GQ0009                         *CURRENT SURVEY CONTROL
 GQ0009  ___________________________________________________________________
 GQ0009* NAD 83(1986)-  36 43 52.     (N)    112 02 42.     (W)     SCALED    
 GQ0009* NAVD 88     -      1639.701  (meters)    5379.59   (feet)  POSTED    
 GQ0009  ___________________________________________________________________
 GQ0009  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 GQ0009  DYNAMIC HT  -        1637.720 (meters)    5373.09  (feet)  COMP
 GQ0009  MODELED GRAV-     979,363.4   (mgal)                       NAVD 88
 GQ0009
 GQ0009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0009
 GQ0009.The horizontal coordinates were scaled from a topographic map and have
 GQ0009.an estimated accuracy of +/- 6 seconds.
 GQ0009
 GQ0009.The orthometric height was determined by differential leveling
 GQ0009.and adjusted by the  in 1992.
 GQ0009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0009.rate of 0.0 thru 1.0 mm/km.
 GQ0009
 GQ0009.The geoid height was determined by GEOID03.
 GQ0009
 GQ0009.The dynamic height is computed by dividing the NAVD 88
 GQ0009.geopotential number by the normal gravity value computed on the
 GQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0009.degrees latitude (g = 980.6199 gals.).
 GQ0009
 GQ0009.The modeled gravity was interpolated from observed gravity values.
 GQ0009
 GQ0009;                    North         East    Units  Estimated Accuracy
 GQ0009;SPC AZ C     -   635,640.      201,900.      MT  (+/- 180 meters Scaled)
 GQ0009
 GQ0009                          SUPERSEDED SURVEY CONTROL
 GQ0009
 GQ0009  NGVD 29 (??/??/92) 1638.680  (m)         5376.24   (f) ADJ UNCH    1 2
 GQ0009
 GQ0009.Superseded values are not recommended for survey control.
 GQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0009.See file dsdata.txt to determine how the superseded data were derived.
 GQ0009
 GQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF066655(NAD 83)
 GQ0009_MARKER: DD = SURVEY DISK
 GQ0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0009_SP_SET: CULVERT
 GQ0009_STAMPING: H 33 5377 1934
 GQ0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0009
 GQ0009  HISTORY     - Date     Condition        Report By
 GQ0009  HISTORY     - 1934     MONUMENTED       USGS
 GQ0009  HISTORY     - 1934     GOOD             NGS
 GQ0009
 GQ0009                          STATION DESCRIPTION
 GQ0009
 GQ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0009'0.1 MI E FROM HOUSE ROCK SPRINGS.
 GQ0009'0.1 MILE EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0009'COUNTY, AT A QUADRUPLE BOX CULVERT, AND IN THE CENTER OF THE TOP OF
 GQ0009'THE SOUTH CONCRETE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY
 GQ0009'STANDARD DISK, STAMPED H 33 5377 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0318 ***********************************************************************
 CY0318  DESIGNATION -  H 330
 CY0318  PID         -  CY0318
 CY0318  STATE/COUNTY-  AZ/COCHISE
 CY0318  USGS QUAD   -  VANAR (1987)
 CY0318
 CY0318                         *CURRENT SURVEY CONTROL
 CY0318  ___________________________________________________________________
 CY0318* NAD 83(1986)-  32 14 15.     (N)    109 04 56.     (W)     SCALED    
 CY0318* NAVD 88     -      1206.669  (meters)    3958.88   (feet)  ADJUSTED  
 CY0318  ___________________________________________________________________
 CY0318  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CY0318  DYNAMIC HT  -        1204.878 (meters)    3953.00  (feet)  COMP
 CY0318  MODELED GRAV-     979,113.3   (mgal)                       NAVD 88
 CY0318
 CY0318  VERT ORDER  -  FIRST     CLASS II
 CY0318
 CY0318.The horizontal coordinates were scaled from a topographic map and have
 CY0318.an estimated accuracy of +/- 6 seconds.
 CY0318
 CY0318.The orthometric height was determined by differential leveling
 CY0318.and adjusted in June 1991.
 CY0318
 CY0318.The geoid height was determined by GEOID03.
 CY0318
 CY0318.The dynamic height is computed by dividing the NAVD 88
 CY0318.geopotential number by the normal gravity value computed on the
 CY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0318.degrees latitude (g = 980.6199 gals.).
 CY0318
 CY0318.The modeled gravity was interpolated from observed gravity values.
 CY0318
 CY0318;                    North         East    Units  Estimated Accuracy
 CY0318;SPC AZ E     -   137,720.      315,560.      MT  (+/- 180 meters Scaled)
 CY0318
 CY0318                          SUPERSEDED SURVEY CONTROL
 CY0318
 CY0318  NGVD 29 (??/??/92) 1205.930  (m)         3956.46   (f) ADJ UNCH    1 2
 CY0318
 CY0318.Superseded values are not recommended for survey control.
 CY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0318.See file dsdata.txt to determine how the superseded data were derived.
 CY0318
 CY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA806683(NAD 83)
 CY0318_MARKER: DB = BENCH MARK DISK
 CY0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0318_STAMPING: H 330 1952
 CY0318_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0318+STABILITY: SURFACE MOTION
 CY0318
 CY0318  HISTORY     - Date     Condition        Report By
 CY0318  HISTORY     - 1952     MONUMENTED       CGS
 CY0318  HISTORY     - 1960     GOOD             NGS
 CY0318  HISTORY     - 1979     GOOD             NGS
 CY0318
 CY0318                          STATION DESCRIPTION
 CY0318
 CY0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0318'8.9 MI E FROM SAN SIMON.
 CY0318'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0318'RAILROAD STATION AT SAN SIMON, THENCE 6.75 MILES EAST ALONG STATE
 CY0318'HIGHWAY 86, THENCE 2.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 CY0318'350 FEET SOUTH OF THE SOUTH RAIL, 97 FEET NORTH OF THE CENTER LINE OF
 CY0318'STATE HIGHWAY 86, 2.6 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS
 CY0318'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CY0318'THE GROUND.
 CY0318
 CY0318                          STATION RECOVERY (1960)
 CY0318
 CY0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0318'RECOVERED IN GOOD CONDITION.
 CY0318
 CY0318                          STATION RECOVERY (1979)
 CY0318
 CY0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0318'14.0 KILOMETERS (8.8 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0318'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0318'0.3 KILOMETER (0.2 MILE) SOUTHEAST OF I-10 MILE POST 389 AND
 CY0318'THE ENTRANCE TO A REST AREA, 1.5 KILOMETERS (0.95 MILE) WEST OF THE
 CY0318'ARIZONA - NEW MEXICO STATE LINE, 106.7 METERS (350.0 FEET)
 CY0318'SOUTHWEST OF THE SOUTHWEST RAIL , 30.8 METERS (101 FEET) NORTH-
 CY0318'EAST OF THE CENTERLINE OF THE WEST BOUND LANES OF I-10, 57.2 METERS
 CY0318'(187.5 FEET) SOUTHEAST OF A BRACED ANGLE IRON FENCE POST,
 CY0318'0.54 METER (1.8 FEET) SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 CY0318'FENCE FOR I-10
 CY0318'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 CY0318'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0305 ***********************************************************************
 CY0305  DESIGNATION -  H 331
 CY0305  PID         -  CY0305
 CY0305  STATE/COUNTY-  AZ/COCHISE
 CY0305  USGS QUAD   -  SAN SIMON (1987)
 CY0305
 CY0305                         *CURRENT SURVEY CONTROL
 CY0305  ___________________________________________________________________
 CY0305* NAD 83(1986)-  32 16 35.     (N)    109 13 40.     (W)     SCALED    
 CY0305* NAVD 88     -      1099.38   (+/-2cm)    3606.9    (feet)  VERTCON   
 CY0305  ___________________________________________________________________
 CY0305  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY0305  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0305
 CY0305.The horizontal coordinates were scaled from a topographic map and have
 CY0305.an estimated accuracy of +/- 6 seconds.
 CY0305
 CY0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0305.The vertical order pertains to the NGVD 29 superseded value.
 CY0305
 CY0305.The geoid height was determined by GEOID03.
 CY0305
 CY0305;                    North         East    Units  Estimated Accuracy
 CY0305;SPC AZ E     -   141,900.      301,800.      MT  (+/- 180 meters Scaled)
 CY0305
 CY0305                          SUPERSEDED SURVEY CONTROL
 CY0305
 CY0305  NGVD 29 (??/??/92) 1098.760  (m)         3604.85   (f) ADJ UNCH    1 2
 CY0305
 CY0305.Superseded values are not recommended for survey control.
 CY0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0305.See file dsdata.txt to determine how the superseded data were derived.
 CY0305
 CY0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA669724(NAD 83)
 CY0305_MARKER: DB = BENCH MARK DISK
 CY0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0305_STAMPING: H 331 1953
 CY0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0305+STABILITY: SURFACE MOTION
 CY0305
 CY0305  HISTORY     - Date     Condition        Report By
 CY0305  HISTORY     - 1953     MONUMENTED       CGS
 CY0305
 CY0305                          STATION DESCRIPTION
 CY0305
 CY0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0305'0.5 MI N FROM SAN SIMON.
 CY0305'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 CY0305'STATION AT SAN SIMON, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD, AT
 CY0305'THE ENTRANCE TO THE SAN SIMON AIRPORT, 66 FEET NORTH OF THE CENTER OF
 CY0305'THE ENTRANCE TO THE AIRPORT, 35 FEET WEST OF THE CENTER LINE OF A
 CY0305'NORTH AND SOUTH GRAVELED ROAD, 2 FEET WEST OF A FENCE, 3 FEET SOUTH OF
 CY0305'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CY0305'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0542 ***********************************************************************
 DA0542  DESIGNATION -  H 332
 DA0542  PID         -  DA0542
 DA0542  STATE/COUNTY-  AZ/MARICOPA
 DA0542  USGS QUAD   -  DEADMAN GAP (1986)
 DA0542
 DA0542                         *CURRENT SURVEY CONTROL
 DA0542  ___________________________________________________________________
 DA0542* NAD 83(1986)-  32 35 16.     (N)    112 52 21.     (W)     SCALED    
 DA0542* NAVD 88     -       352.69   (+/-2cm)    1157.1    (feet)  VERTCON   
 DA0542  ___________________________________________________________________
 DA0542  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0542  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0542
 DA0542.The horizontal coordinates were scaled from a topographic map and have
 DA0542.an estimated accuracy of +/- 6 seconds.
 DA0542
 DA0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0542.The vertical order pertains to the NGVD 29 superseded value.
 DA0542
 DA0542.The geoid height was determined by GEOID03.
 DA0542
 DA0542;                    North         East    Units  Estimated Accuracy
 DA0542;SPC AZ C     -   176,440.      123,630.      MT  (+/- 180 meters Scaled)
 DA0542
 DA0542                          SUPERSEDED SURVEY CONTROL
 DA0542
 DA0542  NGVD 29 (??/??/92)  352.042  (m)         1154.99   (f) ADJ UNCH    1 2
 DA0542
 DA0542.Superseded values are not recommended for survey control.
 DA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0542.See file dsdata.txt to determine how the superseded data were derived.
 DA0542
 DA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB242071(NAD 83)
 DA0542_MARKER: DB = BENCH MARK DISK
 DA0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0542_STAMPING: H 332 1953
 DA0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0542+STABILITY: SURFACE MOTION
 DA0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0542+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0542
 DA0542  HISTORY     - Date     Condition        Report By
 DA0542  HISTORY     - 1953     MONUMENTED       CGS
 DA0542  HISTORY     - 20060219 GOOD             USPSQD
 DA0542  HISTORY     - 20070603 GOOD             GEOCAC
 DA0542
 DA0542                          STATION DESCRIPTION
 DA0542
 DA0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0542'18.0 MI N FROM AJO.
 DA0542'16.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0542'FROM THE STATION AT AJO, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD,
 DA0542'THENCE 0.4 MILE NORTH ALONG STATE HIGHWAY 85, 1.0 MILE SOUTH OF THE T
 DA0542'JUNCTION OF A GRAVELED ROAD LEADING TO WILLIAMS AIR FORCE AUXILIARY
 DA0542'FIELD NO. 2, 56.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 1/2
 DA0542'FEET WEST OF THE CENTER OF A SMALL DRAIN DITCH, 2.3 FEET NORTH OF A
 DA0542'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 DA0542'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0542
 DA0542                          STATION RECOVERY (2006)
 DA0542
 DA0542'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0542'RECOVERED AS DESCRIBED.
 DA0542
 DA0542                          STATION RECOVERY (2007)
 DA0542
 DA0542'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0340 ***********************************************************************
 DA0340  DESIGNATION -  H 333
 DA0340  PID         -  DA0340
 DA0340  STATE/COUNTY-  AZ/PIMA
 DA0340  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA0340
 DA0340                         *CURRENT SURVEY CONTROL
 DA0340  ___________________________________________________________________
 DA0340* NAD 83(1992)-  32 15 14.90349(N)    112 44 39.89289(W)     ADJUSTED  
 DA0340* NAVD 88     -       544.068  (meters)    1785.00   (feet)  ADJUSTED  
 DA0340  ___________________________________________________________________
 DA0340  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 DA0340  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0340  DYNAMIC HT  -         543.365 (meters)    1782.69  (feet)  COMP
 DA0340  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 DA0340
 DA0340  HORZ ORDER  -  SECOND
 DA0340  VERT ORDER  -  FIRST     CLASS II
 DA0340
 DA0340.The horizontal coordinates were established by classical geodetic methods
 DA0340.and adjusted by the National Geodetic Survey in August 1993.
 DA0340
 DA0340.The orthometric height was determined by differential leveling
 DA0340.and adjusted in June 1991.
 DA0340
 DA0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0340
 DA0340.The geoid height was determined by GEOID03.
 DA0340
 DA0340.The dynamic height is computed by dividing the NAVD 88
 DA0340.geopotential number by the normal gravity value computed on the
 DA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0340.degrees latitude (g = 980.6199 gals.).
 DA0340
 DA0340.The modeled gravity was interpolated from observed gravity values.
 DA0340
 DA0340;                    North         East     Units Scale Factor Converg.
 DA0340;SPC AZ C     -   139,346.205   135,366.624   MT  0.99997499   -0 26 30.4
 DA0340;SPC AZ C     -   457,172.59    444,116.22   iFT  0.99997499   -0 26 30.4
 DA0340;UTM  12      - 3,569,940.982   335,675.800   MT  0.99993300   -0 55 52.2
 DA0340
 DA0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0340!SPC AZ C     -   0.99991954  x   0.99997499  =   0.99989453
 DA0340!UTM  12      -   0.99991954  x   0.99993300  =   0.99985254
 DA0340
 DA0340:                Primary Azimuth Mark                     Grid Az
 DA0340:SPC AZ C     -  WHY                                      026 15 17.0
 DA0340:UTM  12      -  WHY                                      026 44 38.8
 DA0340
 DA0340|---------------------------------------------------------------------|
 DA0340| PID    Reference Object                     Distance      Geod. Az  |
 DA0340|                                                           dddmmss.s |
 DA0340| DA1499 WHY                                 APPROX. 1.9 KM 0254846.6 |
 DA0340| CH4395 H 333 RM 1                           13.037 METERS 19544     |
 DA0340| CH4396 H 333 RM 2                           13.088 METERS 28710     |
 DA0340|---------------------------------------------------------------------|
 DA0340
 DA0340                          SUPERSEDED SURVEY CONTROL
 DA0340
 DA0340  NAD 83(1986)-  32 15 14.89271(N)    112 44 39.89708(W) AD(       ) 2
 DA0340  NAD 27      -  32 15 14.67240(N)    112 44 37.36627(W) AD(       ) 2
 DA0340  NGVD 29 (??/??/92)  543.338  (m)         1782.60   (f) ADJ UNCH    1 2
 DA0340
 DA0340.Superseded values are not recommended for survey control.
 DA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0340.See file dsdata.txt to determine how the superseded data were derived.
 DA0340
 DA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3567669941(NAD 83)
 DA0340_MARKER: DB = BENCH MARK DISK
 DA0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0340_STAMPING: H 333 1953
 DA0340_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0340+STABILITY: SURFACE MOTION
 DA0340
 DA0340  HISTORY     - Date     Condition        Report By
 DA0340  HISTORY     - 1953     MONUMENTED       CGS
 DA0340  HISTORY     - 1977     GOOD             AZDT
 DA0340  HISTORY     - 1981     GOOD             NGS
 DA0340  HISTORY     - 19970305 GOOD             USPSQD
 DA0340  HISTORY     - 19990120 GOOD             USPSQD
 DA0340
 DA0340                          STATION DESCRIPTION
 DA0340
 DA0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0340'11.9 MI SE FROM AJO.
 DA0340'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0340'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0340'HIGHWAY 86, THENCE 1.0 MILE SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 52
 DA0340'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTH OF A
 DA0340'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 DA0340'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0340
 DA0340                          STATION RECOVERY (1977)
 DA0340
 DA0340'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA0340'THE STATION IS ABOUT 10.5 MILES SOUTHEAST OF AJO AND 1.05 MILES
 DA0340'SOUTH OF WHY ON THE WEST SIDE ARIZONA HWY. 85.
 DA0340'
 DA0340'THE STATION IS A STANDARD USC AND GS BENCH MARK DISK STAMPED H 333
 DA0340'1953 AND SET IN THE TOP OF A CONCRETE POST.  THE STATION IS 52
 DA0340'FEET WEST OF HWY. CENTERLINE AND MARKED BY A WITNESS POST AND
 DA0340'SIGN 3.7 FEET TO NW.
 DA0340'
 DA0340'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED BM H 333
 DA0340'RM 1 1977 AND IS SET IN 10 INCH DIAMETER CONCRETE MONUMENT 50 FEET
 DA0340'WEST OF HWY. CENTERLINE.
 DA0340'
 DA0340'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED BM H 333
 DA0340'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 96
 DA0340'FEET WEST OF HWY. CENTERLINE.
 DA0340'
 DA0340'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86
 DA0340'AT WHY, TRAVEL SOUTH ON HWY. 85 FOR ABOUT 1.05 MILES TO MILE POST
 DA0340'53.95 AND THE STATION ON THE RIGHT.  (WEST)
 DA0340'
 DA0340'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA0340
 DA0340                          STATION RECOVERY (1981)
 DA0340
 DA0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0340'1.7 KM (1.05 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0340'STATE HIGHWAY 86 IN AJO, 0.2 KM (0.1 MI) NORTHEAST OF HIGHWAY MILEPOST
 DA0340'54, 16.0 M (52.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DA0340'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA0340'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA0340
 DA0340                          STATION RECOVERY (1997)
 DA0340
 DA0340'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0340'RECOVERED IN GOOD CONDITION.
 DA0340
 DA0340                          STATION RECOVERY (1999)
 DA0340
 DA0340'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0562 ***********************************************************************
 CG0562  DESIGNATION -  H 334
 CG0562  PID         -  CG0562
 CG0562  STATE/COUNTY-  AZ/PIMA
 CG0562  USGS QUAD   -  AMADO (1981)
 CG0562
 CG0562                         *CURRENT SURVEY CONTROL
 CG0562  ___________________________________________________________________
 CG0562* NAD 83(1986)-  31 43 48.     (N)    111 03 44.     (W)     SCALED    
 CG0562* NAVD 88     -       945.34   (+/-2cm)    3101.5    (feet)  VERTCON   
 CG0562  ___________________________________________________________________
 CG0562  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0562  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0562
 CG0562.The horizontal coordinates were scaled from a topographic map and have
 CG0562.an estimated accuracy of +/- 6 seconds.
 CG0562
 CG0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0562.The vertical order pertains to the NGVD 29 superseded value.
 CG0562
 CG0562.The geoid height was determined by GEOID03.
 CG0562
 CG0562;                    North         East    Units  Estimated Accuracy
 CG0562;SPC AZ C     -    81,250.      294,330.      MT  (+/- 180 meters Scaled)
 CG0562
 CG0562                          SUPERSEDED SURVEY CONTROL
 CG0562
 CG0562  NGVD 29 (??/??/92)  944.553  (m)         3098.92   (f) ADJ UNCH    1 2
 CG0562
 CG0562.Superseded values are not recommended for survey control.
 CG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0562.See file dsdata.txt to determine how the superseded data were derived.
 CG0562
 CG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA941105(NAD 83)
 CG0562_MARKER: DB = BENCH MARK DISK
 CG0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0562_STAMPING: H 334 1953
 CG0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0562+STABILITY: SURFACE MOTION
 CG0562
 CG0562  HISTORY     - Date     Condition        Report By
 CG0562  HISTORY     - 1953     MONUMENTED       CGS
 CG0562  HISTORY     - 1976     GOOD             USGS
 CG0562
 CG0562                          STATION DESCRIPTION
 CG0562
 CG0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0562'1.6 MI N FROM AMADO.
 CG0562'1.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0562'THENCE 0.05 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH
 CG0562'ALONG A DIRT ROAD ENTRANCE TO KINSLEY RANCH AIRPORT, 136 FEET SOUTH OF
 CG0562'THE SOUTH EDGE OF THE EAST-WEST RUNWAY, 37 1/2 FEET WEST OF THE CENTER
 CG0562'LINE OF THE ROAD, 7 FEET NORTH OF AN IRON POLE SUPPORTING A WIND SOCK,
 CG0562'2.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND SET
 CG0562'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0562
 CG0562                          STATION RECOVERY (1976)
 CG0562
 CG0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0562'0.1 MI W. ON PAVED ROAD FROM ARIVACA JUNCTION, THENCE 0.15 MI N. ON
 CG0562'DIRT ROAD, 30 FT W. OF THE ROAD IN A PRIVATE YARD, AT NE. EDGE OF
 CG0562'TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0499 ***********************************************************************
 CG0499  DESIGNATION -  H 335
 CG0499  PID         -  CG0499
 CG0499  STATE/COUNTY-  AZ/PIMA
 CG0499  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0499
 CG0499                         *CURRENT SURVEY CONTROL
 CG0499  ___________________________________________________________________
 CG0499* NAD 83(1986)-  31 51 13.     (N)    111 02 36.     (W)     SCALED    
 CG0499* NAVD 88     -       993.11   (+/-2cm)    3258.2    (feet)  VERTCON   
 CG0499  ___________________________________________________________________
 CG0499  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0499
 CG0499.The horizontal coordinates were scaled from a topographic map and have
 CG0499.an estimated accuracy of +/- 6 seconds.
 CG0499
 CG0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0499.The vertical order pertains to the NGVD 29 superseded value.
 CG0499
 CG0499.The geoid height was determined by GEOID03.
 CG0499
 CG0499;                    North         East    Units  Estimated Accuracy
 CG0499;SPC AZ C     -    94,970.      296,010.      MT  (+/- 180 meters Scaled)
 CG0499
 CG0499                          SUPERSEDED SURVEY CONTROL
 CG0499
 CG0499  NGVD 29 (??/??/92)  992.349  (m)         3255.73   (f) ADJ UNCH    2 0
 CG0499
 CG0499.Superseded values are not recommended for survey control.
 CG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0499.See file dsdata.txt to determine how the superseded data were derived.
 CG0499
 CG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA959242(NAD 83)
 CG0499_MARKER: DB = BENCH MARK DISK
 CG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0499_STAMPING: H 335 1954
 CG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0499+STABILITY: SURFACE MOTION
 CG0499
 CG0499  HISTORY     - Date     Condition        Report By
 CG0499  HISTORY     - 1954     MONUMENTED       CGS
 CG0499  HISTORY     - 1976     GOOD             USGS
 CG0499
 CG0499                          STATION DESCRIPTION
 CG0499
 CG0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0499'4.1 MI SW FROM TWIN BUTTES.
 CG0499'4.1 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE STORE AT TWIN
 CG0499'BUTTES, 4.9 MILES WEST OF CONTINENTAL, 0.2 MILE SOUTHEAST OF THE
 CG0499'CROSSING OF A WASH, 72 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 CG0499'ROAD, 2.0 FEET WEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN
 CG0499'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0499'ABOVE THE GROUND.
 CG0499
 CG0499                          STATION RECOVERY (1976)
 CG0499
 CG0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0499'9.4 MI. S. ALONG THE TWIN BUTTES ROAD FROM SAN XAVIER, PIMA COUNTY,
 CG0499'THEN CROSS DUVAL MINE ROAD AND CONTINUE SE ON OLD ROAD 1.4 MI., 72
 CG0499'FT. NE OF THE CENTER LINE OF THE OLD ROAD, ABOUT 2 1/2 FT. HIGHER
 CG0499'THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0499'ABOVE THE GROUND. A STANDARD DISK STAMPED H 335 1954.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0477 ***********************************************************************
 DA0477  DESIGNATION -  H 336
 DA0477  PID         -  DA0477
 DA0477  STATE/COUNTY-  AZ/PIMA
 DA0477  USGS QUAD   -  BURRO GAP (1990)
 DA0477
 DA0477                         *CURRENT SURVEY CONTROL
 DA0477  ___________________________________________________________________
 DA0477* NAD 83(1986)-  32 23 50.     (N)    112 43 01.     (W)     SCALED    
 DA0477* NAVD 88     -       534.83   (+/-2cm)    1754.7    (feet)  VERTCON   
 DA0477  ___________________________________________________________________
 DA0477  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0477
 DA0477.The horizontal coordinates were scaled from a topographic map and have
 DA0477.an estimated accuracy of +/- 6 seconds.
 DA0477
 DA0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0477.The vertical order pertains to the NGVD 29 superseded value.
 DA0477
 DA0477.The geoid height was determined by GEOID03.
 DA0477
 DA0477;                    North         East    Units  Estimated Accuracy
 DA0477;SPC AZ C     -   155,190.      138,070.      MT  (+/- 180 meters Scaled)
 DA0477
 DA0477                          SUPERSEDED SURVEY CONTROL
 DA0477
 DA0477  NGVD 29 (??/??/92)  534.130  (m)         1752.39   (f) ADJ UNCH    2 0
 DA0477
 DA0477.Superseded values are not recommended for survey control.
 DA0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0477.See file dsdata.txt to determine how the superseded data were derived.
 DA0477
 DA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA385857(NAD 83)
 DA0477_MARKER: DB = BENCH MARK DISK
 DA0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0477_STAMPING: H 336 1961
 DA0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0477+STABILITY: SURFACE MOTION
 DA0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0477+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0477
 DA0477  HISTORY     - Date     Condition        Report By
 DA0477  HISTORY     - 1961     MONUMENTED       CGS
 DA0477  HISTORY     - 20060218 GOOD             USPSQD
 DA0477
 DA0477                          STATION DESCRIPTION
 DA0477
 DA0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0477'9.5 MI E FROM AJO.
 DA0477'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0477'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0477'STATE HIGHWAY 85.  THENCE 7.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0477'FOLLOWS A PIPE LINE.  1.7 MILES WEST OF A METAL WINDMILL, 0.15 MILE
 DA0477'WEST OF A JUNCTION OF THE DIRT ROAD AND A TRAIL ROAD LEADING SOUTH, 64
 DA0477'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A METAL
 DA0477'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DA0477'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0477
 DA0477                          STATION RECOVERY (2006)
 DA0477
 DA0477'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0477'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0200 ***********************************************************************
 DA0200  DESIGNATION -  H 337
 DA0200  PID         -  DA0200
 DA0200  STATE/COUNTY-  AZ/PIMA
 DA0200  USGS QUAD   -  KAKA (1986)
 DA0200
 DA0200                         *CURRENT SURVEY CONTROL
 DA0200  ___________________________________________________________________
 DA0200* NAD 83(1986)-  32 30 28.     (N)    112 19 49.     (W)     SCALED    
 DA0200* NAVD 88     -       695.48   (+/-2cm)    2281.8    (feet)  VERTCON   
 DA0200  ___________________________________________________________________
 DA0200  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0200
 DA0200.The horizontal coordinates were scaled from a topographic map and have
 DA0200.an estimated accuracy of +/- 6 seconds.
 DA0200
 DA0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0200.The vertical order pertains to the NGVD 29 superseded value.
 DA0200
 DA0200.The geoid height was determined by GEOID03.
 DA0200
 DA0200;                    North         East    Units  Estimated Accuracy
 DA0200;SPC AZ C     -   167,250.      174,500.      MT  (+/- 180 meters Scaled)
 DA0200
 DA0200                          SUPERSEDED SURVEY CONTROL
 DA0200
 DA0200  NGVD 29 (??/??/92)  694.779  (m)         2279.45   (f) ADJ UNCH    2 0
 DA0200
 DA0200.Superseded values are not recommended for survey control.
 DA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0200.See file dsdata.txt to determine how the superseded data were derived.
 DA0200
 DA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA750975(NAD 83)
 DA0200_MARKER: DB = BENCH MARK DISK
 DA0200_SETTING: 80 = SET IN A BOULDER
 DA0200_SP_SET: BOULDER
 DA0200_STAMPING: H 337 1961
 DA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0200+STABILITY: SURFACE MOTION
 DA0200
 DA0200  HISTORY     - Date     Condition        Report By
 DA0200  HISTORY     - 1961     MONUMENTED       CGS
 DA0200
 DA0200                          STATION DESCRIPTION
 DA0200
 DA0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0200'7.35 MI NW FROM VENTANA.
 DA0200'6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK AT
 DA0200'VENTANA.  THENCE 0.85 MILE WEST ALONG A DIRT ROAD WHICH FOLLOWS A PIPE
 DA0200'LINE, 1.35 MILES WEST OF THE CHURCH AT KAKA, AN INDIAN VILLAGE, SET IN
 DA0200'THE TOP OF A BOULDER PROJECTING ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DA0200'ROAD AND LOCATED AT THE FOOT OF A ROCKY HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0463 ***********************************************************************
 DA0463  DESIGNATION -  H 338
 DA0463  PID         -  DA0463
 DA0463  STATE/COUNTY-  AZ/PIMA
 DA0463  USGS QUAD   -  GU VO (1990)
 DA0463
 DA0463                         *CURRENT SURVEY CONTROL
 DA0463  ___________________________________________________________________
 DA0463* NAD 83(1986)-  32 04 02.     (N)    112 35 08.     (W)     SCALED    
 DA0463* NAVD 88     -       672.41   (+/-2cm)    2206.1    (feet)  VERTCON   
 DA0463  ___________________________________________________________________
 DA0463  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0463
 DA0463.The horizontal coordinates were scaled from a topographic map and have
 DA0463.an estimated accuracy of +/- 6 seconds.
 DA0463
 DA0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0463.The vertical order pertains to the NGVD 29 superseded value.
 DA0463
 DA0463.The geoid height was determined by GEOID03.
 DA0463
 DA0463;                    North         East    Units  Estimated Accuracy
 DA0463;SPC AZ C     -   118,520.      150,210.      MT  (+/- 180 meters Scaled)
 DA0463
 DA0463                          SUPERSEDED SURVEY CONTROL
 DA0463
 DA0463  NGVD 29 (??/??/92)  671.670  (m)         2203.64   (f) ADJ UNCH    2 0
 DA0463
 DA0463.Superseded values are not recommended for survey control.
 DA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0463.See file dsdata.txt to determine how the superseded data were derived.
 DA0463
 DA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA503489(NAD 83)
 DA0463_MARKER: DB = BENCH MARK DISK
 DA0463_SETTING: 66 = SET IN ROCK OUTCROP
 DA0463_SP_SET: ROCK OUTCROP
 DA0463_STAMPING: H 338 1961
 DA0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0463+STABILITY: POSITION/ELEVATION WELL
 DA0463
 DA0463  HISTORY     - Date     Condition        Report By
 DA0463  HISTORY     - 1961     MONUMENTED       CGS
 DA0463
 DA0463                          STATION DESCRIPTION
 DA0463
 DA0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0463'29.3 MI SE FROM AJO.
 DA0463'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0463'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0463'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0463'THENCE 12.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  OR 19.6 MILES
 DA0463'NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND WINDMILL AT
 DA0463'MENAGERS, AN INDIAN VILLAGE, 1.2 MILES WEST OF THE SCHOOL AT GU VO, AN
 DA0463'INDIAN VILLAGE, SET IN THE TOP OF THE NORTH EDGE OF A ROCK OUTCROP
 DA0463'WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF THE GROUND, 0.1 MILE SOUTH OF
 DA0463'THE ROAD, AND 240 FEET SOUTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0052 ***********************************************************************
 CH0052  DESIGNATION -  H 339
 CH0052  PID         -  CH0052
 CH0052  STATE/COUNTY-  AZ/PIMA
 CH0052  USGS QUAD   -  KUPK (1988)
 CH0052
 CH0052                         *CURRENT SURVEY CONTROL
 CH0052  ___________________________________________________________________
 CH0052* NAD 83(1986)-  31 56 58.     (N)    112 13 36.     (W)     SCALED    
 CH0052* NAVD 88     -       560.21   (+/-2cm)    1838.0    (feet)  VERTCON   
 CH0052  ___________________________________________________________________
 CH0052  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0052
 CH0052.The horizontal coordinates were scaled from a topographic map and have
 CH0052.an estimated accuracy of +/- 6 seconds.
 CH0052
 CH0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0052.The vertical order pertains to the NGVD 29 superseded value.
 CH0052
 CH0052.The geoid height was determined by GEOID03.
 CH0052
 CH0052;                    North         East    Units  Estimated Accuracy
 CH0052;SPC AZ C     -   105,300.      184,050.      MT  (+/- 180 meters Scaled)
 CH0052
 CH0052                          SUPERSEDED SURVEY CONTROL
 CH0052
 CH0052  NGVD 29 (??/??/92)  559.532  (m)         1835.73   (f) ADJ UNCH    2 0
 CH0052
 CH0052.Superseded values are not recommended for survey control.
 CH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0052.See file dsdata.txt to determine how the superseded data were derived.
 CH0052
 CH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA840354(NAD 83)
 CH0052_MARKER: DB = BENCH MARK DISK
 CH0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0052_STAMPING: H 339 1961
 CH0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0052+STABILITY: SURFACE MOTION
 CH0052
 CH0052  HISTORY     - Date     Condition        Report By
 CH0052  HISTORY     - 1961     MONUMENTED       CGS
 CH0052
 CH0052                          STATION DESCRIPTION
 CH0052
 CH0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0052'8.35 MI SE FROM PISINIMO.
 CH0052'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0052'PISINIMO, AN INDIAN VILLAGE.  THENCE 8.0 MILES SOUTHEAST ALONG A TRAIL
 CH0052'ROAD.  0.1 MILE NORTHEAST OF AN ABANDONED TRAIL ROAD, 0.2 MILE EAST OF
 CH0052'THE JUNCTION OF THE ABANDONED TRAIL ROAD AND THE TRAIL ROAD LEADING TO
 CH0052'KUPK, AN INDIAN VILLAGE, 2.5 MILES SOUTHEAST OF A 4X4-INCH WHITE
 CH0052'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 60, 0.8
 CH0052'MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0052'FEET AND IS NUMBERED 61, 64 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 CH0052'ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0052'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0136 ***********************************************************************
 FR0136  DESIGNATION -  H 340
 FR0136  PID         -  FR0136
 FR0136  STATE/COUNTY-  AZ/COCONINO
 FR0136  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0136
 FR0136                         *CURRENT SURVEY CONTROL
 FR0136  ___________________________________________________________________
 FR0136* NAD 83(1986)-  35 13 23.     (N)    112 15 24.     (W)     SCALED    
 FR0136* NAVD 88     -      2081.155  (meters)    6827.92   (feet)  ADJUSTED  
 FR0136  ___________________________________________________________________
 FR0136  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FR0136  DYNAMIC HT  -        2078.223 (meters)    6818.30  (feet)  COMP
 FR0136  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 FR0136
 FR0136  VERT ORDER  -  FIRST     CLASS II
 FR0136
 FR0136.The horizontal coordinates were scaled from a topographic map and have
 FR0136.an estimated accuracy of +/- 6 seconds.
 FR0136
 FR0136.The orthometric height was determined by differential leveling
 FR0136.and adjusted in June 1991.
 FR0136
 FR0136.The geoid height was determined by GEOID03.
 FR0136
 FR0136.The dynamic height is computed by dividing the NAVD 88
 FR0136.geopotential number by the normal gravity value computed on the
 FR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0136.degrees latitude (g = 980.6199 gals.).
 FR0136
 FR0136.The modeled gravity was interpolated from observed gravity values.
 FR0136
 FR0136;                    North         East    Units  Estimated Accuracy
 FR0136;SPC AZ C     -   468,370.      182,410.      MT  (+/- 180 meters Scaled)
 FR0136
 FR0136                          SUPERSEDED SURVEY CONTROL
 FR0136
 FR0136  NGVD 29 (??/??/92) 2080.165  (m)         6824.67   (f) ADJ UNCH    1 2
 FR0136
 FR0136.Superseded values are not recommended for survey control.
 FR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0136.See file dsdata.txt to determine how the superseded data were derived.
 FR0136
 FR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD856985(NAD 83)
 FR0136_MARKER: DB = BENCH MARK DISK
 FR0136_SETTING: 66 = SET IN ROCK OUTCROP
 FR0136_SP_SET: ROCK OUTCROP
 FR0136_STAMPING: H 340 1958
 FR0136_MARK LOGO: CGS   
 FR0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0136+STABILITY: POSITION/ELEVATION WELL
 FR0136
 FR0136  HISTORY     - Date     Condition        Report By
 FR0136  HISTORY     - 1958     MONUMENTED       CGS
 FR0136  HISTORY     - 1982     GOOD             NGS
 FR0136
 FR0136                          STATION DESCRIPTION
 FR0136
 FR0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0136'4.2 MI W FROM WILLIAMS.
 FR0136'ONE BLOCK NORTH OF THE POST OFFICE IN WILLIAMS, THENCE 4.6 MILES WEST
 FR0136'ALONG U.S. HIGHWAYS 66 AND 89, 0.2 MILE EAST OF MILE POST 178, 70 FEET
 FR0136'NORTH OF THE HIGHWAY, 7 FEET NORTH OF A SMALL TWISTED PINE TREE, 4
 FR0136'FEET SOUTH OF THE FENCE, 17 FEET EAST OF A WITNESS POST, SET IN A
 FR0136'DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 3 INCHES.
 FR0136
 FR0136                          STATION RECOVERY (1982)
 FR0136
 FR0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0136'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0136'AND SANTA FE RAILROAD STATION IN WILLIAMS, 0.3 KM (0.2 MI) EAST OF THE
 FR0136'DEVIL DOG ROAD 1 MILE SIGN, IN TOP OF AN OUTCROP PROJECTING 6-INCHES
 FR0136'ABOVE THE GROUND, 30.1 METERS (99 FT) NORTH OF THE CENTERLINE OF THE
 FR0136'WEST BOUND TRAFFIC LANES, 1.2 METERS (4 FT) SOUTH OF A FENCE.
 FR0136'THE MARK IS 5 METERS  NE FROM A WITNESS POST.
 FR0136'THE MARK IS 3 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0004 ***********************************************************************
 CH0004  DESIGNATION -  H 340
 CH0004  PID         -  CH0004
 CH0004  STATE/COUNTY-  AZ/PIMA
 CH0004  USGS QUAD   -  BAILEY PEAK (1988)
 CH0004
 CH0004                         *CURRENT SURVEY CONTROL
 CH0004  ___________________________________________________________________
 CH0004* NAD 83(1986)-  31 48 34.     (N)    112 28 07.     (W)     SCALED    
 CH0004* NAVD 88     -       534.37   (+/-2cm)    1753.2    (feet)  VERTCON   
 CH0004  ___________________________________________________________________
 CH0004  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 CH0004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0004
 CH0004.The horizontal coordinates were scaled from a topographic map and have
 CH0004.an estimated accuracy of +/- 6 seconds.
 CH0004
 CH0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0004.The vertical order pertains to the NGVD 29 superseded value.
 CH0004
 CH0004.The geoid height was determined by GEOID03.
 CH0004
 CH0004;                    North         East    Units  Estimated Accuracy
 CH0004;SPC AZ C     -    89,870.      161,100.      MT  (+/- 180 meters Scaled)
 CH0004
 CH0004                          SUPERSEDED SURVEY CONTROL
 CH0004
 CH0004  NGVD 29 (??/??/92)  533.664  (m)         1750.86   (f) ADJ UNCH    2 0
 CH0004
 CH0004.Superseded values are not recommended for survey control.
 CH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0004.See file dsdata.txt to determine how the superseded data were derived.
 CH0004
 CH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA609202(NAD 83)
 CH0004_MARKER: DB = BENCH MARK DISK
 CH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0004_STAMPING: H 340 1961
 CH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0004+STABILITY: SURFACE MOTION
 CH0004
 CH0004  HISTORY     - Date     Condition        Report By
 CH0004  HISTORY     - 1961     MONUMENTED       CGS
 CH0004
 CH0004                          STATION DESCRIPTION
 CH0004
 CH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0004'6.75 MI E FROM MENAGERS.
 CH0004'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0004'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0004'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0004'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0004'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0004'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 3.75 MILES EAST
 CH0004'ALONG A TRAIL ROAD, 1.7 MILES EAST OF A 4X4-INCH WHITE WOODEN
 CH0004'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 55, 1.0 MILES
 CH0004'NORTHWEST OF THE MORE WESTERLY OF TWO METAL WINDMILLS, 33 FEET NORTH
 CH0004'OF THE CENTER LINE OF THE ROAD, 1.8 FEET EAST OF A METAL WITNESS POST,
 CH0004'ABOUT 1 FOOT ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CH0004'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0277 ***********************************************************************
 FQ0277  DESIGNATION -  H 341
 FQ0277  PID         -  FQ0277
 FQ0277  STATE/COUNTY-  AZ/COCONINO
 FQ0277  USGS QUAD   -  PARKS (1974)
 FQ0277
 FQ0277                         *CURRENT SURVEY CONTROL
 FQ0277  ___________________________________________________________________
 FQ0277* NAD 83(1986)-  35 15 34.     (N)    111 58 02.     (W)     SCALED    
 FQ0277* NAVD 88     -      2148.558  (meters)    7049.06   (feet)  ADJUSTED  
 FQ0277  ___________________________________________________________________
 FQ0277  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FQ0277  DYNAMIC HT  -        2145.489 (meters)    7038.99  (feet)  COMP
 FQ0277  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 FQ0277
 FQ0277  VERT ORDER  -  FIRST     CLASS II
 FQ0277
 FQ0277.The horizontal coordinates were scaled from a topographic map and have
 FQ0277.an estimated accuracy of +/- 6 seconds.
 FQ0277
 FQ0277.The orthometric height was determined by differential leveling
 FQ0277.and adjusted in June 1991.
 FQ0277
 FQ0277.The geoid height was determined by GEOID03.
 FQ0277
 FQ0277.The dynamic height is computed by dividing the NAVD 88
 FQ0277.geopotential number by the normal gravity value computed on the
 FQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0277.degrees latitude (g = 980.6199 gals.).
 FQ0277
 FQ0277.The modeled gravity was interpolated from observed gravity values.
 FQ0277
 FQ0277;                    North         East    Units  Estimated Accuracy
 FQ0277;SPC AZ C     -   472,360.      208,760.      MT  (+/- 180 meters Scaled)
 FQ0277
 FQ0277                          SUPERSEDED SURVEY CONTROL
 FQ0277
 FQ0277  NGVD 29 (??/??/92) 2147.522  (m)         7045.66   (f) ADJ UNCH    1 2
 FQ0277
 FQ0277.Superseded values are not recommended for survey control.
 FQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0277.See file dsdata.txt to determine how the superseded data were derived.
 FQ0277
 FQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE120022(NAD 83)
 FQ0277_MARKER: DB = BENCH MARK DISK
 FQ0277_SETTING: 80 = SET IN A BOULDER
 FQ0277_SP_SET: BOULDER
 FQ0277_STAMPING: H 341 1958
 FQ0277_MARK LOGO: CGS   
 FQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0277+STABILITY: SURFACE MOTION
 FQ0277
 FQ0277  HISTORY     - Date     Condition        Report By
 FQ0277  HISTORY     - 1958     MONUMENTED       CGS
 FQ0277  HISTORY     - 1982     GOOD             NGS
 FQ0277
 FQ0277                          STATION DESCRIPTION
 FQ0277
 FQ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0277'12.5 MI E FROM WILLIAMS.
 FQ0277'13.0 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0277'WILLIAMS, 0.2 MILE WEST OF MILEPOST 196, 93 FEET SOUTH OF THE HIGHWAY,
 FQ0277'43 FEET SOUTH OF THE FENCE, 2.4 FEET EAST OF THE WITNESS POST,
 FQ0277'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 FQ0277
 FQ0277                          STATION RECOVERY (1982)
 FQ0277
 FQ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0277'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FQ0277'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM 6.0 MI) EAST
 FQ0277'ALONG INTERSTATE HIGHWAY 40, THENCE 8.5 KM (5.3 MI) EAST ALONG PARKS
 FQ0277'ROAD, 31.2 KM (19.4 MI) WEST OF FLAGSTAFF, IN TOP OF A 2 BY 2 FOOT
 FQ0277'BOULDER PROJECTING 8-INCHES ABOVE THE GROUND, ON THE OUT SIDE OF A
 FQ0277'CURVE, ACROSS THE ROAD FROM SOME SMALL BUILDINGS, 45.4 METERS (149 FT)
 FQ0277'SOUTH OF AND ACROSS THE ROAD FROM CABLE POLE 11720, 28.3 METERS (93
 FQ0277'FT) SOUTH OF THE CENTERLINE OF THE ROAD, 13.1 METERS (43 FT) SOUTH OF
 FQ0277'A FENCE, 3.0 METERS (10 FT) SOUTHWEST OF A 18-INCH PINE TREE.
 FQ0277'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 FQ0277'THE MARK IS 1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0020 ***********************************************************************
 CH0020  DESIGNATION -  H 341
 CH0020  PID         -  CH0020
 CH0020  STATE/COUNTY-  AZ/PIMA
 CH0020  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0020
 CH0020                         *CURRENT SURVEY CONTROL
 CH0020  ___________________________________________________________________
 CH0020* NAD 83(1986)-  31 47 41.     (N)    112 16 04.     (W)     SCALED    
 CH0020* NAVD 88     -       548.63   (+/-2cm)    1800.0    (feet)  VERTCON   
 CH0020  ___________________________________________________________________
 CH0020  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 CH0020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0020
 CH0020.The horizontal coordinates were scaled from a topographic map and have
 CH0020.an estimated accuracy of +/- 6 seconds.
 CH0020
 CH0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0020.The vertical order pertains to the NGVD 29 superseded value.
 CH0020
 CH0020.The geoid height was determined by GEOID03.
 CH0020
 CH0020;                    North         East    Units  Estimated Accuracy
 CH0020;SPC AZ C     -    88,160.      180,110.      MT  (+/- 180 meters Scaled)
 CH0020
 CH0020                          SUPERSEDED SURVEY CONTROL
 CH0020
 CH0020  NGVD 29 (??/??/92)  547.947  (m)         1797.72   (f) ADJ UNCH    2 0
 CH0020
 CH0020.Superseded values are not recommended for survey control.
 CH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0020.See file dsdata.txt to determine how the superseded data were derived.
 CH0020
 CH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA799183(NAD 83)
 CH0020_MARKER: DB = BENCH MARK DISK
 CH0020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0020_SP_SET: 24 FT.
 CH0020_STAMPING: H 341 1961
 CH0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0020
 CH0020  HISTORY     - Date     Condition        Report By
 CH0020  HISTORY     - 1961     MONUMENTED       CGS
 CH0020
 CH0020                          STATION DESCRIPTION
 CH0020
 CH0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0020'2.45 MI E FROM PAPAGO FARMS.
 CH0020'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0020'PAPAGO FARMS.  THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD.  1.5
 CH0020'MILES EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0020'FEET AND IS NUMBERED 67, 1.3 MILES WEST OF A GATE IN A NORTH-SOUTH
 CH0020'FENCE, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11 FEET WEST OF A
 CH0020'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET EAST
 CH0020'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF
 CH0020'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND
 CH0020'ENCASED IN A 4-INCH METAL PIPE FILLED WITH CONCRETE AND WHICH PROJECTS
 CH0020'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0218 ***********************************************************************
 FQ0218  DESIGNATION -  H 342
 FQ0218  PID         -  FQ0218
 FQ0218  STATE/COUNTY-  AZ/COCONINO
 FQ0218  USGS QUAD   -  METEOR CRATER (1983)
 FQ0218
 FQ0218                         *CURRENT SURVEY CONTROL
 FQ0218  ___________________________________________________________________
 FQ0218* NAD 83(1986)-  35 06 41.     (N)    111 02 53.     (W)     SCALED    
 FQ0218* NAVD 88     -      1647.245  (meters)    5404.34   (feet)  ADJUSTED  
 FQ0218  ___________________________________________________________________
 FQ0218  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0218  DYNAMIC HT  -        1645.015 (meters)    5397.02  (feet)  COMP
 FQ0218  MODELED GRAV-     979,222.5   (mgal)                       NAVD 88
 FQ0218
 FQ0218  VERT ORDER  -  FIRST     CLASS II
 FQ0218
 FQ0218.The horizontal coordinates were scaled from a topographic map and have
 FQ0218.an estimated accuracy of +/- 6 seconds.
 FQ0218
 FQ0218.The orthometric height was determined by differential leveling
 FQ0218.and adjusted in June 1991.
 FQ0218
 FQ0218.The geoid height was determined by GEOID03.
 FQ0218
 FQ0218.The dynamic height is computed by dividing the NAVD 88
 FQ0218.geopotential number by the normal gravity value computed on the
 FQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0218.degrees latitude (g = 980.6199 gals.).
 FQ0218
 FQ0218.The modeled gravity was interpolated from observed gravity values.
 FQ0218
 FQ0218;                    North         East    Units  Estimated Accuracy
 FQ0218;SPC AZ C     -   456,280.      292,540.      MT  (+/- 180 meters Scaled)
 FQ0218
 FQ0218                          SUPERSEDED SURVEY CONTROL
 FQ0218
 FQ0218  NGVD 29 (??/??/92) 1646.381  (m)         5401.50   (f) ADJ UNCH    1 2
 FQ0218
 FQ0218.Superseded values are not recommended for survey control.
 FQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0218.See file dsdata.txt to determine how the superseded data were derived.
 FQ0218
 FQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD956853(NAD 83)
 FQ0218_MARKER: DB = BENCH MARK DISK
 FQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0218_STAMPING: H 342 1958
 FQ0218_MARK LOGO: CGS   
 FQ0218_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0218+STABILITY: SURFACE MOTION
 FQ0218
 FQ0218  HISTORY     - Date     Condition        Report By
 FQ0218  HISTORY     - 1958     MONUMENTED       CGS
 FQ0218  HISTORY     - 1983     GOOD             NGS
 FQ0218
 FQ0218                          STATION DESCRIPTION
 FQ0218
 FQ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0218'21.0 MI W FROM WINSLOW.
 FQ0218'21.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0218'1.0 MILE WEST OF RIMMY JIMS STORE AND SERVICE STATION, 4.3 FEET SOUTH
 FQ0218'OF THE WITNESS POST, 2.8 FEET SOUTH OF THE FENCE, SET IN THE TOP OF A
 FQ0218'12 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 FQ0218
 FQ0218                          STATION RECOVERY (1983)
 FQ0218
 FQ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0218'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  33.8 KM (21.0
 FQ0218'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0218'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) WEST OF MILEPOST 233, 49.4
 FQ0218'METERS (162.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0218'THE HIGHWAY AND 0.8 METER (2.6 FT) SOUTH OF A FENCE.
 FQ0218'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 FQ0218'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0033 ***********************************************************************
 CH0033  DESIGNATION -  H 342
 CH0033  PID         -  CH0033
 CH0033  STATE/COUNTY-  AZ/PIMA
 CH0033  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0033
 CH0033                         *CURRENT SURVEY CONTROL
 CH0033  ___________________________________________________________________
 CH0033* NAD 83(1986)-  31 44 40.     (N)    112 05 40.     (W)     SCALED    
 CH0033* NAVD 88     -       638.85   (+/-2cm)    2096.0    (feet)  VERTCON   
 CH0033  ___________________________________________________________________
 CH0033  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0033
 CH0033.The horizontal coordinates were scaled from a topographic map and have
 CH0033.an estimated accuracy of +/- 6 seconds.
 CH0033
 CH0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0033.The vertical order pertains to the NGVD 29 superseded value.
 CH0033
 CH0033.The geoid height was determined by GEOID03.
 CH0033
 CH0033;                    North         East    Units  Estimated Accuracy
 CH0033;SPC AZ C     -    82,550.      196,520.      MT  (+/- 180 meters Scaled)
 CH0033
 CH0033                          SUPERSEDED SURVEY CONTROL
 CH0033
 CH0033  NGVD 29 (??/??/92)  638.150  (m)         2093.66   (f) ADJ UNCH    2 0
 CH0033
 CH0033.Superseded values are not recommended for survey control.
 CH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0033.See file dsdata.txt to determine how the superseded data were derived.
 CH0033
 CH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA963126(NAD 83)
 CH0033_MARKER: DB = BENCH MARK DISK
 CH0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0033_SP_SET: FOUNDATION
 CH0033_STAMPING: H 342 1961
 CH0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0033
 CH0033  HISTORY     - Date     Condition        Report By
 CH0033  HISTORY     - 1961     MONUMENTED       CGS
 CH0033
 CH0033                          STATION DESCRIPTION
 CH0033
 CH0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0033'9.95 MI SE FROM KOTS KUG.
 CH0033'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0033'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0033'EAST ALONG A GRADED DIRT ROAD.  THENCE 7.0 MILES SOUTHEAST ALONG A
 CH0033'TRAIL ROAD TO A METAL WINDMILL AND A METAL WATER TANK, 1.5 MILES
 CH0033'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0033'FEET AND IS NUMBERED 69, 0.2 MILE SOUTHWEST OF A STUCCO HOUSE, 138
 CH0033'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF
 CH0033'THE SOUTHEAST SIDE OF THE METAL WATER TANK, ABOUT LEVEL WITH THE ROAD,
 CH0033'SET IN THE TOP OF THE NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF THE
 CH0033'METAL WATER TANK AND PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0160 ***********************************************************************
 DV0160  DESIGNATION -  H 343
 DV0160  PID         -  DV0160
 DV0160  STATE/COUNTY-  AZ/MARICOPA
 DV0160  USGS QUAD   -  NEW RIVER (1981)
 DV0160
 DV0160                         *CURRENT SURVEY CONTROL
 DV0160  ___________________________________________________________________
 DV0160* NAD 83(1986)-  33 57 06.     (N)    112 08 12.     (W)     SCALED    
 DV0160* NAVD 88     -       665.04   (+/-2cm)    2181.9    (feet)  VERTCON   
 DV0160  ___________________________________________________________________
 DV0160  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DV0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0160
 DV0160.The horizontal coordinates were scaled from a topographic map and have
 DV0160.an estimated accuracy of +/- 6 seconds.
 DV0160
 DV0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0160.The vertical order pertains to the NGVD 29 superseded value.
 DV0160
 DV0160.The geoid height was determined by GEOID03.
 DV0160
 DV0160;                    North         East    Units  Estimated Accuracy
 DV0160;SPC AZ C     -   327,320.      193,030.      MT  (+/- 180 meters Scaled)
 DV0160
 DV0160                          SUPERSEDED SURVEY CONTROL
 DV0160
 DV0160  NGVD 29 (??/??/92)  664.409  (m)         2179.82   (f) ADJ UNCH    2 0
 DV0160
 DV0160.Superseded values are not recommended for survey control.
 DV0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0160.See file dsdata.txt to determine how the superseded data were derived.
 DV0160
 DV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC949573(NAD 83)
 DV0160_MARKER: DB = BENCH MARK DISK
 DV0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0160_STAMPING: H 343 1958
 DV0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0160+STABILITY: SURFACE MOTION
 DV0160
 DV0160  HISTORY     - Date     Condition        Report By
 DV0160  HISTORY     - 1958     MONUMENTED       CGS
 DV0160  HISTORY     - 1959     GOOD             NGS
 DV0160
 DV0160                          STATION DESCRIPTION
 DV0160
 DV0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0160'8.75 MI S FROM BLACK CANYON.
 DV0160'8.75 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0160'CANYON, 0.25 MILE SOUTH OF MILEPOST NUMBER 235, 99 FEET EAST OF THE
 DV0160'CENTER OF THE ROAD, 4 FEET WEST OF THE FENCE, 4 FEET NORTH OF THE
 DV0160'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DV0160'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0906 ***********************************************************************
 DA0906  DESIGNATION -  H 344
 DA0906  PID         -  DA0906
 DA0906  STATE/COUNTY-  AZ/PIMA
 DA0906  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0906
 DA0906                         *CURRENT SURVEY CONTROL
 DA0906  ___________________________________________________________________
 DA0906* NAD 83(1986)-  32 05 47.     (N)    113 16 43.     (W)     SCALED    
 DA0906* NAVD 88     -       283.45   (+/-2cm)     930.0    (feet)  VERTCON   
 DA0906  ___________________________________________________________________
 DA0906  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DA0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0906
 DA0906.The horizontal coordinates were scaled from a topographic map and have
 DA0906.an estimated accuracy of +/- 6 seconds.
 DA0906
 DA0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0906.The vertical order pertains to the NGVD 29 superseded value.
 DA0906
 DA0906.The geoid height was determined by GEOID03.
 DA0906
 DA0906;                    North         East    Units  Estimated Accuracy
 DA0906;SPC AZ C     -   122,370.       84,810.      MT  (+/- 180 meters Scaled)
 DA0906
 DA0906                          SUPERSEDED SURVEY CONTROL
 DA0906
 DA0906  NGVD 29 (??/??/92)  282.762  (m)          927.70   (f) ADJ UNCH    2 0
 DA0906
 DA0906.Superseded values are not recommended for survey control.
 DA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0906.See file dsdata.txt to determine how the superseded data were derived.
 DA0906
 DA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA849533(NAD 83)
 DA0906_MARKER: DB = BENCH MARK DISK
 DA0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0906_STAMPING: H 344 1961
 DA0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0906+STABILITY: SURFACE MOTION
 DA0906
 DA0906  HISTORY     - Date     Condition        Report By
 DA0906  HISTORY     - 1961     MONUMENTED       CGS
 DA0906  HISTORY     - 1962     GOOD             NGS
 DA0906
 DA0906                          STATION DESCRIPTION
 DA0906
 DA0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0906'41.8 MI SW FROM AJO.
 DA0906'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0906'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0906'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0906'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0906'HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST ALONG A TRAIL
 DA0906'ROAD.  THENCE 7.9 MILES SOUTHWEST ALONG A DIM TRAIL ROAD.  OR ABOUT
 DA0906'0.6 MILE EAST ALONG A TRAIL ROAD FROM THE CONCRETE WATER TANK AT
 DA0906'PAPAGO WELL, 0.55 MILE WEST-NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0906'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 32, 22 FEET
 DA0906'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTHWEST OF
 DA0906'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE
 DA0906'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0593 ***********************************************************************
 ES0593  DESIGNATION -  H 344
 ES0593  PID         -  ES0593
 ES0593  STATE/COUNTY-  AZ/YAVAPAI
 ES0593  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0593
 ES0593                         *CURRENT SURVEY CONTROL
 ES0593  ___________________________________________________________________
 ES0593* NAD 83(1986)-  34 32 17.     (N)    111 55 07.     (W)     SCALED    
 ES0593* NAVD 88     -      1216.86   (+/-2cm)    3992.3    (feet)  VERTCON   
 ES0593  ___________________________________________________________________
 ES0593  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0593
 ES0593.The horizontal coordinates were scaled from a topographic map and have
 ES0593.an estimated accuracy of +/- 6 seconds.
 ES0593
 ES0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0593.The vertical order pertains to the NGVD 29 superseded value.
 ES0593
 ES0593.The geoid height was determined by GEOID03.
 ES0593
 ES0593;                    North         East    Units  Estimated Accuracy
 ES0593;SPC AZ C     -   392,330.      213,180.      MT  (+/- 180 meters Scaled)
 ES0593
 ES0593                          SUPERSEDED SURVEY CONTROL
 ES0593
 ES0593  NGVD 29 (??/??/92) 1216.079  (m)         3989.75   (f) ADJ UNCH    2 0
 ES0593
 ES0593.Superseded values are not recommended for survey control.
 ES0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0593.See file dsdata.txt to determine how the superseded data were derived.
 ES0593
 ES0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD157222(NAD 83)
 ES0593_MARKER: DB = BENCH MARK DISK
 ES0593_SETTING: 0 = UNSPECIFIED SETTING
 ES0593_STAMPING: H 344 1959
 ES0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0593
 ES0593  HISTORY     - Date     Condition        Report By
 ES0593  HISTORY     - 1959     MONUMENTED       CGS
 ES0593
 ES0593                          STATION DESCRIPTION
 ES0593
 ES0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0593'4.8 MI S FROM CAMP VERDE.
 ES0593'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0593'OFFICE IN CAMP VERDE, 1.8 MILES SOUTH ALONG STATE HIGHWAY 79, 0.45
 ES0593'MILES SOUTH OF MILEPOST 284, 22 FEET WEST OF CENTER OF HIGHWAY, 1 FOOT
 ES0593'SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A 6 FOOT CULVERT, ABOUT
 ES0593'45 FEET NORTHEAST OF A DEEP HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0881 ***********************************************************************
 DA0881  DESIGNATION -  H 345
 DA0881  PID         -  DA0881
 DA0881  STATE/COUNTY-  AZ/PIMA
 DA0881  USGS QUAD   -  NORTH OF AGUA DULCE (1990)
 DA0881
 DA0881                         *CURRENT SURVEY CONTROL
 DA0881  ___________________________________________________________________
 DA0881* NAD 83(1986)-  32 13 52.     (N)    113 08 14.     (W)     SCALED    
 DA0881* NAVD 88     -       294.43   (+/-2cm)     966.0    (feet)  VERTCON   
 DA0881  ___________________________________________________________________
 DA0881  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DA0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0881
 DA0881.The horizontal coordinates were scaled from a topographic map and have
 DA0881.an estimated accuracy of +/- 6 seconds.
 DA0881
 DA0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0881.The vertical order pertains to the NGVD 29 superseded value.
 DA0881
 DA0881.The geoid height was determined by GEOID03.
 DA0881
 DA0881;                    North         East    Units  Estimated Accuracy
 DA0881;SPC AZ C     -   137,150.       98,320.      MT  (+/- 180 meters Scaled)
 DA0881
 DA0881                          SUPERSEDED SURVEY CONTROL
 DA0881
 DA0881  NGVD 29 (??/??/92)  293.754  (m)          963.76   (f) ADJ UNCH    2 0
 DA0881
 DA0881.Superseded values are not recommended for survey control.
 DA0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0881.See file dsdata.txt to determine how the superseded data were derived.
 DA0881
 DA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA986680(NAD 83)
 DA0881_MARKER: DB = BENCH MARK DISK
 DA0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0881_STAMPING: H 345 1961
 DA0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0881+STABILITY: SURFACE MOTION
 DA0881
 DA0881  HISTORY     - Date     Condition        Report By
 DA0881  HISTORY     - 1961     MONUMENTED       CGS
 DA0881  HISTORY     - 1962     GOOD             NGS
 DA0881
 DA0881                          STATION DESCRIPTION
 DA0881
 DA0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0881'33.15 MI SW FROM AJO.
 DA0881'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0881'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0881'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0881'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0881'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0881'ALONG A TRAIL ROAD.  THENCE 9.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0881'0.5 MILE WEST-NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0881'WHICH PROJECTS 16 FEET AND IS NUMBERED 47, 4.0 MILES NORTHWEST OF A
 DA0881'BOUNDARY FENCE CORNER OF THE CABEZA PRIETA GAME REFUGE, 30 FEET
 DA0881'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTHEAST OF A
 DA0881'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0881'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0519 ***********************************************************************
 ES0519  DESIGNATION -  H 345
 ES0519  PID         -  ES0519
 ES0519  STATE/COUNTY-  AZ/COCONINO
 ES0519  USGS QUAD   -  MUNDS PARK (1974)
 ES0519
 ES0519                         *CURRENT SURVEY CONTROL
 ES0519  ___________________________________________________________________
 ES0519* NAD 83(1986)-  34 58 08.     (N)    111 40 59.     (W)     SCALED    
 ES0519* NAVD 88     -      2017.212  (meters)    6618.14   (feet)  ADJUSTED  
 ES0519  ___________________________________________________________________
 ES0519  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0519  DYNAMIC HT  -        2014.364 (meters)    6608.79  (feet)  COMP
 ES0519  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 ES0519
 ES0519  VERT ORDER  -  SECOND    CLASS 0
 ES0519
 ES0519.The horizontal coordinates were scaled from a topographic map and have
 ES0519.an estimated accuracy of +/- 6 seconds.
 ES0519
 ES0519.The orthometric height was determined by differential leveling
 ES0519.and adjusted in June 1991.
 ES0519
 ES0519.The geoid height was determined by GEOID03.
 ES0519
 ES0519.The dynamic height is computed by dividing the NAVD 88
 ES0519.geopotential number by the normal gravity value computed on the
 ES0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0519.degrees latitude (g = 980.6199 gals.).
 ES0519
 ES0519.The modeled gravity was interpolated from observed gravity values.
 ES0519
 ES0519;                    North         East    Units  Estimated Accuracy
 ES0519;SPC AZ C     -   440,150.      234,690.      MT  (+/- 180 meters Scaled)
 ES0519
 ES0519                          SUPERSEDED SURVEY CONTROL
 ES0519
 ES0519  NGVD 29 (??/??/92) 2016.238  (m)         6614.94   (f) ADJ UNCH    2 0
 ES0519
 ES0519.Superseded values are not recommended for survey control.
 ES0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0519.See file dsdata.txt to determine how the superseded data were derived.
 ES0519
 ES0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD376698(NAD 83)
 ES0519_MARKER: DB = BENCH MARK DISK
 ES0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0519_SP_SET: BRIDGE
 ES0519_STAMPING: H 345 1959
 ES0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0519
 ES0519  HISTORY     - Date     Condition        Report By
 ES0519  HISTORY     - 1959     MONUMENTED       CGS
 ES0519
 ES0519                          STATION DESCRIPTION
 ES0519
 ES0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0519'15.4 MI S FROM FLAGSTAFF.
 ES0519'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0519'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0519'THENCE 14.9 MILE SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 0.2 MILE
 ES0519'SOUTH OF A SMALL ROCK CUT, 26 FEET WEST OF THE CENTER OF THE HIGHWAY,
 ES0519'6.6 FEET SOUTH OF THE WITNESS POST, CEMENTED IN THE CENTER OF A 12
 ES0519'FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1011 ***********************************************************************
 DA1011  DESIGNATION -  H 346
 DA1011  PID         -  DA1011
 DA1011  STATE/COUNTY-  AZ/YUMA
 DA1011  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1011
 DA1011                         *CURRENT SURVEY CONTROL
 DA1011  ___________________________________________________________________
 DA1011* NAD 83(1986)-  32 06 08.     (N)    113 32 01.     (W)     SCALED    
 DA1011* NAVD 88     -       249.54   (+/-2cm)     818.7    (feet)  VERTCON   
 DA1011  ___________________________________________________________________
 DA1011  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DA1011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1011
 DA1011.The horizontal coordinates were scaled from a topographic map and have
 DA1011.an estimated accuracy of +/- 6 seconds.
 DA1011
 DA1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1011.The vertical order pertains to the NGVD 29 superseded value.
 DA1011
 DA1011.The geoid height was determined by GEOID03.
 DA1011
 DA1011;                    North         East    Units  Estimated Accuracy
 DA1011;SPC AZ W     -   122,230.      233,780.      MT  (+/- 180 meters Scaled)
 DA1011
 DA1011                          SUPERSEDED SURVEY CONTROL
 DA1011
 DA1011  NGVD 29 (??/??/92)  248.854  (m)          816.45   (f) ADJ UNCH    2 0
 DA1011
 DA1011.Superseded values are not recommended for survey control.
 DA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1011.See file dsdata.txt to determine how the superseded data were derived.
 DA1011
 DA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA609545(NAD 83)
 DA1011_MARKER: DB = BENCH MARK DISK
 DA1011_SETTING: 66 = SET IN ROCK OUTCROP
 DA1011_SP_SET: LAVA ROCK
 DA1011_STAMPING: H 346 1961
 DA1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1011+STABILITY: POSITION/ELEVATION WELL
 DA1011
 DA1011  HISTORY     - Date     Condition        Report By
 DA1011  HISTORY     - 1961     MONUMENTED       CGS
 DA1011  HISTORY     - 1962     GOOD             NGS
 DA1011
 DA1011                          STATION DESCRIPTION
 DA1011
 DA1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1011'16.8 MI SE FROM TULE WELL.
 DA1011'ABOUT 16.8 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1011'COMMISSION ON SHELTER AT TULE WELL.  4.6 MILES SOUTHEAST OF A 4X4-INCH
 DA1011'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1011'1.3 MILES WEST OF BORDER MONUMENT 181, ON THE EAST EDGE OF A SMALL
 DA1011'KNOLL, SET IN THE TOP OF A LAVA ROCK WHICH IS FLUSH WITH THE GROUND,
 DA1011'133 FEET NORTH OF THE CENTER LINE OF THE ROAD, 153 FEET NORTH OF THE
 DA1011'UNITED STATES-MEXICO BORDER FENCE, 2 FEET NORTH OF A CAIRN, AND ABOUT
 DA1011'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0067 ***********************************************************************
 ES0067  DESIGNATION -  H 346
 ES0067  PID         -  ES0067
 ES0067  STATE/COUNTY-  AZ/NAVAJO
 ES0067  USGS QUAD   -  JOSEPH CITY (1986)
 ES0067
 ES0067                         *CURRENT SURVEY CONTROL
 ES0067  ___________________________________________________________________
 ES0067* NAD 83(1986)-  34 56 20.     (N)    110 16 43.     (W)     SCALED    
 ES0067* NAVD 88     -      1534.711  (meters)    5035.13   (feet)  ADJUSTED  
 ES0067  ___________________________________________________________________
 ES0067  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0067  DYNAMIC HT  -        1532.622 (meters)    5028.28  (feet)  COMP
 ES0067  MODELED GRAV-     979,219.6   (mgal)                       NAVD 88
 ES0067
 ES0067  VERT ORDER  -  SECOND    CLASS 0
 ES0067
 ES0067.The horizontal coordinates were scaled from a topographic map and have
 ES0067.an estimated accuracy of +/- 6 seconds.
 ES0067
 ES0067.The orthometric height was determined by differential leveling
 ES0067.and adjusted in June 1991.
 ES0067
 ES0067.The geoid height was determined by GEOID03.
 ES0067
 ES0067.The dynamic height is computed by dividing the NAVD 88
 ES0067.geopotential number by the normal gravity value computed on the
 ES0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0067.degrees latitude (g = 980.6199 gals.).
 ES0067
 ES0067.The modeled gravity was interpolated from observed gravity values.
 ES0067
 ES0067;                    North         East    Units  Estimated Accuracy
 ES0067;SPC AZ E     -   436,800.      203,130.      MT  (+/- 180 meters Scaled)
 ES0067
 ES0067                          SUPERSEDED SURVEY CONTROL
 ES0067
 ES0067  NGVD 29 (??/??/92) 1533.914  (m)         5032.52   (f) ADJ UNCH    2 0
 ES0067
 ES0067.Superseded values are not recommended for survey control.
 ES0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0067.See file dsdata.txt to determine how the superseded data were derived.
 ES0067
 ES0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD658665(NAD 83)
 ES0067_MARKER: DB = BENCH MARK DISK
 ES0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0067_SP_SET: BRIDGE
 ES0067_STAMPING: H 346 1959
 ES0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0067
 ES0067  HISTORY     - Date     Condition        Report By
 ES0067  HISTORY     - 1959     MONUMENTED       CGS
 ES0067  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0067
 ES0067                          STATION DESCRIPTION
 ES0067
 ES0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0067'3.6 MI E FROM JOSEPH CITY.
 ES0067'3.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0067'CITY, NAVAJO COUNTY, 0.2 MILE WEST OF MILEPOST 299, ABOUT HALF-WAY
 ES0067'BETWEEN TWO ROCK BLUFFS, DIRECTLY NORTH OF A ROADSIDE PARK, 27 FEET
 ES0067'NORTH OF THE HIGHWAY, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 ES0067'NORTH HEADWALL OF A 7-FOOT CONCRETE BRIDGE.
 ES0067
 ES0067                          STATION RECOVERY (1983)
 ES0067
 ES0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0999 ***********************************************************************
 DA0999  DESIGNATION -  H 347
 DA0999  PID         -  DA0999
 DA0999  STATE/COUNTY-  AZ/YUMA
 DA0999  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0999
 DA0999                         *CURRENT SURVEY CONTROL
 DA0999  ___________________________________________________________________
 DA0999* NAD 83(1986)-  32 10 09.     (N)    113 41 55.     (W)     SCALED    
 DA0999* NAVD 88     -       370.38   (+/-2cm)    1215.2    (feet)  VERTCON   
 DA0999  ___________________________________________________________________
 DA0999  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0999
 DA0999.The horizontal coordinates were scaled from a topographic map and have
 DA0999.an estimated accuracy of +/- 6 seconds.
 DA0999
 DA0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0999.The vertical order pertains to the NGVD 29 superseded value.
 DA0999
 DA0999.The geoid height was determined by GEOID03.
 DA0999
 DA0999;                    North         East    Units  Estimated Accuracy
 DA0999;SPC AZ W     -   129,630.      218,210.      MT  (+/- 180 meters Scaled)
 DA0999
 DA0999                          SUPERSEDED SURVEY CONTROL
 DA0999
 DA0999  NGVD 29 (??/??/92)  369.688  (m)         1212.88   (f) ADJ UNCH    2 0
 DA0999
 DA0999.Superseded values are not recommended for survey control.
 DA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0999.See file dsdata.txt to determine how the superseded data were derived.
 DA0999
 DA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA455623(NAD 83)
 DA0999_MARKER: DB = BENCH MARK DISK
 DA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0999_STAMPING: H 347 1961
 DA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0999+STABILITY: SURFACE MOTION
 DA0999
 DA0999  HISTORY     - Date     Condition        Report By
 DA0999  HISTORY     - 1961     MONUMENTED       CGS
 DA0999  HISTORY     - 1962     GOOD             NGS
 DA0999
 DA0999                          STATION DESCRIPTION
 DA0999
 DA0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0999'5.15 MI SE FROM TULE WELL.
 DA0999'ABOUT 5.15 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0999'COMMISSION SHELTER AT TULE WELL.  5.2 MILES SOUTHEAST OF A 4X4-INCH
 DA0999'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28,
 DA0999'21 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST
 DA0999'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DA0999'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0226 ***********************************************************************
 FP0226  DESIGNATION -  H 347
 FP0226  PID         -  FP0226
 FP0226  STATE/COUNTY-  AZ/APACHE
 FP0226  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0226
 FP0226                         *CURRENT SURVEY CONTROL
 FP0226  ___________________________________________________________________
 FP0226* NAD 83(1986)-  35 15 37.     (N)    109 16 35.     (W)     SCALED    
 FP0226* NAVD 88     -      1816.664  (meters)    5960.17   (feet)  ADJUSTED  
 FP0226  ___________________________________________________________________
 FP0226  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 FP0226  DYNAMIC HT  -        1814.128 (meters)    5951.85  (feet)  COMP
 FP0226  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 FP0226
 FP0226  VERT ORDER  -  FIRST     CLASS II
 FP0226
 FP0226.The horizontal coordinates were scaled from a topographic map and have
 FP0226.an estimated accuracy of +/- 6 seconds.
 FP0226
 FP0226.The orthometric height was determined by differential leveling
 FP0226.and adjusted in June 1991.
 FP0226.WARNING-Repeat measurements at this control monument indicate possible
 FP0226.vertical movement.
 FP0226
 FP0226.The geoid height was determined by GEOID03.
 FP0226
 FP0226.The dynamic height is computed by dividing the NAVD 88
 FP0226.geopotential number by the normal gravity value computed on the
 FP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0226.degrees latitude (g = 980.6199 gals.).
 FP0226
 FP0226.The modeled gravity was interpolated from observed gravity values.
 FP0226
 FP0226;                    North         East    Units  Estimated Accuracy
 FP0226;SPC AZ E     -   472,810.      294,370.      MT  (+/- 180 meters Scaled)
 FP0226
 FP0226                          SUPERSEDED SURVEY CONTROL
 FP0226
 FP0226.No superseded survey control is available for this station.
 FP0226
 FP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE567032(NAD 83)
 FP0226_MARKER: DB = BENCH MARK DISK
 FP0226_SETTING: 80 = SET IN A BOULDER
 FP0226_SP_SET: BOULDER
 FP0226_STAMPING: H 437 1959
 FP0226_MARK LOGO: CGS   
 FP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0226+STABILITY: SURFACE MOTION
 FP0226
 FP0226  HISTORY     - Date     Condition        Report By
 FP0226  HISTORY     - 1959     MONUMENTED       CGS
 FP0226  HISTORY     - 1971     GOOD             USGS
 FP0226  HISTORY     - 1983     GOOD             NGS
 FP0226
 FP0226                          STATION DESCRIPTION
 FP0226
 FP0226'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0226'4.5 MI E FROM SANDERS.
 FP0226'FROM THE INTERCHANGE OF U.S. HIGHWAY 666 AND I-40 AT SANDERS GO EAST
 FP0226'ALONG THE EAST BOUND LANE OF I-40 FOR ABOUT 4.5 MILES.  OPPOSITE OF
 FP0226'MILE MARKER 344 AND NORTH OF THE CENTER OF THE EAST BOUND LANE GO FOR
 FP0226'ABOUT 225 FEET DOWN INTO THE MEDIAN.  14 FEET EAST OF A WITNESS POST,
 FP0226'IS THE STANDARD DISK WHICH IS CEMENTED IN A DRILL HOLE IN A VERY LARGE
 FP0226'BOULDER THAT PROJECTS ABOUT 6 FEET.
 FP0226
 FP0226                          STATION RECOVERY (1983)
 FP0226
 FP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0226'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.0 KM (10.55
 FP0226'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0226'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.3 KM (0.2 MI)
 FP0226'SOUTHWEST OF MILEPOST 344, 0.3 KM (0.2 MI) NORTHEAST OF THE QUERINO
 FP0226'ROAD OVERPASS, IN THE CENTER OF A 15 BY 18 FT BOULDER THAT PROJECTS
 FP0226'6.0 FT ABOVE THE GROUND SURFACE, 80.8 METERS (265.1 FT) SOUTHEAST OF
 FP0226'THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 68.6
 FP0226'METERS (225.1 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND
 FP0226'LANES OF THE HIGHWAY.
 FP0226'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0013 ***********************************************************************
 DB0013  DESIGNATION -  H 348
 DB0013  PID         -  DB0013
 DB0013  STATE/COUNTY-  AZ/YUMA
 DB0013  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0013
 DB0013                         *CURRENT SURVEY CONTROL
 DB0013  ___________________________________________________________________
 DB0013* NAD 83(1986)-  32 20 51.     (N)    114 07 20.     (W)     SCALED    
 DB0013* NAVD 88     -       309.07   (+/-2cm)    1014.0    (feet)  VERTCON   
 DB0013  ___________________________________________________________________
 DB0013  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DB0013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0013
 DB0013.The horizontal coordinates were scaled from a topographic map and have
 DB0013.an estimated accuracy of +/- 6 seconds.
 DB0013
 DB0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0013.The vertical order pertains to the NGVD 29 superseded value.
 DB0013
 DB0013.The geoid height was determined by GEOID03.
 DB0013
 DB0013;                    North         East    Units  Estimated Accuracy
 DB0013;SPC AZ W     -   149,460.      178,320.      MT  (+/- 180 meters Scaled)
 DB0013
 DB0013                          SUPERSEDED SURVEY CONTROL
 DB0013
 DB0013  NGVD 29 (??/??/??)  308.377  (m)         1011.73   (f) ADJUSTED    2 0
 DB0013
 DB0013.Superseded values are not recommended for survey control.
 DB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0013.See file dsdata.txt to determine how the superseded data were derived.
 DB0013
 DB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR708825(NAD 83)
 DB0013_MARKER: DB = BENCH MARK DISK
 DB0013_SETTING: 66 = SET IN ROCK OUTCROP
 DB0013_SP_SET: ROCK OUTCROP
 DB0013_STAMPING: H 348 1962
 DB0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0013+STABILITY: POSITION/ELEVATION WELL
 DB0013
 DB0013  HISTORY     - Date     Condition        Report By
 DB0013  HISTORY     - 1962     MONUMENTED       CGS
 DB0013
 DB0013                          STATION DESCRIPTION
 DB0013
 DB0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0013'38.4 MI SSW FROM LIGURTA.
 DB0013'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0013'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH-SOUTHEAST
 DB0013'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0013'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0013'A WASH, THENCE 19.3 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.05
 DB0013'MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0013'PROJECTS 16 FEET AND IS NUMBERED 13, 136 FEET NORTHEAST OF A
 DB0013'WASH, ON THE SOUTHWEST END OF THE BASE OF A PART OF THE TINAJAS
 DB0013'ATLAS MOUNTAINS, 36 FEET NORTHEAST OF A METAL WITNESS POST, 136
 DB0013'FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 8
 DB0013'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK
 DB0013'OUTCROP PROJECTING 5 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0941 ***********************************************************************
 DA0941  DESIGNATION -  H 349
 DA0941  PID         -  DA0941
 DA0941  STATE/COUNTY-  AZ/YUMA
 DA0941  USGS QUAD   -  COYOTE WATER (1990)
 DA0941
 DA0941                         *CURRENT SURVEY CONTROL
 DA0941  ___________________________________________________________________
 DA0941* NAD 83(1986)-  32 22 06.     (N)    113 56 18.     (W)     SCALED    
 DA0941* NAVD 88     -       326.31   (+/-2cm)    1070.6    (feet)  VERTCON   
 DA0941  ___________________________________________________________________
 DA0941  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DA0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0941
 DA0941.The horizontal coordinates were scaled from a topographic map and have
 DA0941.an estimated accuracy of +/- 6 seconds.
 DA0941
 DA0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0941.The vertical order pertains to the NGVD 29 superseded value.
 DA0941
 DA0941.The geoid height was determined by GEOID03.
 DA0941
 DA0941;                    North         East    Units  Estimated Accuracy
 DA0941;SPC AZ W     -   151,730.      195,640.      MT  (+/- 180 meters Scaled)
 DA0941
 DA0941                          SUPERSEDED SURVEY CONTROL
 DA0941
 DA0941  NGVD 29 (??/??/92)  325.611  (m)         1068.28   (f) ADJ UNCH    2 0
 DA0941
 DA0941.Superseded values are not recommended for survey control.
 DA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0941.See file dsdata.txt to determine how the superseded data were derived.
 DA0941
 DA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA235850(NAD 83)
 DA0941_MARKER: DB = BENCH MARK DISK
 DA0941_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0941_SP_SET: 6 1/2 FT
 DA0941_STAMPING: H 349 1961
 DA0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0941
 DA0941  HISTORY     - Date     Condition        Report By
 DA0941  HISTORY     - 1961     MONUMENTED       CGS
 DA0941  HISTORY     - 1962     GOOD             NGS
 DA0941
 DA0941                          STATION DESCRIPTION
 DA0941
 DA0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0941'18.6 MI NW FROM TULE WELL.
 DA0941'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0941'COMMISSION SHELTER AT TULE WELL.  THENCE 15.3 MILES NORTHWEST ALONG A
 DA0941'DIM TRAIL ROAD, 4.3 MILES GENERALLY SOUTHEASTERLY DIRECTION OF A
 DA0941'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0941'NUMBER 5, 2.8 MILES WEST AND NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0941'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 4, 35 FEET
 DA0941'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 3.0 FEET NORTHEAST OF
 DA0941'A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRAIL
 DA0941'ROAD, AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 DA0941'6 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0153 ***********************************************************************
 DA0153  DESIGNATION -  H 349
 DA0153  PID         -  DA0153
 DA0153  STATE/COUNTY-  AZ/PINAL
 DA0153  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0153
 DA0153                         *CURRENT SURVEY CONTROL
 DA0153  ___________________________________________________________________
 DA0153* NAD 83(1986)-  32 49 58.     (N)    112 06 11.     (W)     SCALED    
 DA0153* NAVD 88     -       515.59   (+/-2cm)    1691.6    (feet)  VERTCON   
 DA0153  ___________________________________________________________________
 DA0153  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DA0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0153
 DA0153.The horizontal coordinates were scaled from a topographic map and have
 DA0153.an estimated accuracy of +/- 6 seconds.
 DA0153
 DA0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0153.The vertical order pertains to the NGVD 29 superseded value.
 DA0153
 DA0153.The geoid height was determined by GEOID03.
 DA0153
 DA0153;                    North         East    Units  Estimated Accuracy
 DA0153;SPC AZ C     -   203,220.      195,910.      MT  (+/- 180 meters Scaled)
 DA0153
 DA0153                          SUPERSEDED SURVEY CONTROL
 DA0153
 DA0153  NGVD 29 (??/??/92)  514.961  (m)         1689.50   (f) ADJ UNCH    2 0
 DA0153
 DA0153.Superseded values are not recommended for survey control.
 DA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0153.See file dsdata.txt to determine how the superseded data were derived.
 DA0153
 DA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB967332(NAD 83)
 DA0153_MARKER: DB = BENCH MARK DISK
 DA0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0153_STAMPING: H 349 1960
 DA0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0153+STABILITY: SURFACE MOTION
 DA0153
 DA0153  HISTORY     - Date     Condition        Report By
 DA0153  HISTORY     - 1960     MONUMENTED       CGS
 DA0153  HISTORY     - 1977     GOOD             USGS
 DA0153
 DA0153                          STATION DESCRIPTION
 DA0153
 DA0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0153'9.1 MI W FROM STANFIELD.
 DA0153'8.4 MILES WEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT STANFIELD,
 DA0153'THENCE 0.7 MILE SOUTH ALONG TRACK ROAD, 150 FEET SOUTH OF CENTER LINE
 DA0153'OF ROAD, 1 FOOT SOUTHEAST OF WITNESS POST, SET IN TOP OF ROUND
 DA0153'CONCRETE POST PROJECTING 2 INCHES, 3.8 FEET HIGHER THAN CENTER LINE OF
 DA0153'ROAD.
 DA0153
 DA0153                          STATION RECOVERY (1977)
 DA0153
 DA0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0153'JUNCTION OF INTERSTATE HWY. 8 AND STANFIELD RD. AT OVERPASS BRIDGE.
 DA0153'8.3 MI W. OF ALONG INTERSTATE HWY. 8, ABOUT 0.1 MI W. OF TRANSMISSION
 DA0153'LINE CROSSING. 248 FT E. OF THE E. END OF A CONCRETE BRIDGE IN THE E.
 DA0153'BOUND LANE, 45 FT S. OF THE CENTERLINE OF E. BOUND LANE, 3 FT LOWER
 DA0153'THAN THE HWY. SURFACE, AND 1 FT SE. OF WITNESS POST. IN A 6 IN
 DA0153'CONCRETE POST. NGS DISK STAMPED H 349 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0295 ***********************************************************************
 ER0295  DESIGNATION -  H 35
 ER0295  PID         -  ER0295
 ER0295  STATE/COUNTY-  AZ/NAVAJO
 ER0295  USGS QUAD   -  PADILLA TANK (1982)
 ER0295
 ER0295                         *CURRENT SURVEY CONTROL
 ER0295  ___________________________________________________________________
 ER0295* NAD 83(1986)-  34 50 08.     (N)    109 55 51.     (W)     SCALED    
 ER0295* NAVD 88     -      1640.728  (meters)    5382.96   (feet)  ADJUSTED  
 ER0295  ___________________________________________________________________
 ER0295  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ER0295  DYNAMIC HT  -        1638.438 (meters)    5375.44  (feet)  COMP
 ER0295  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 ER0295
 ER0295  VERT ORDER  -  SECOND    CLASS 0
 ER0295
 ER0295.The horizontal coordinates were scaled from a topographic map and have
 ER0295.an estimated accuracy of +/- 6 seconds.
 ER0295
 ER0295.The orthometric height was determined by differential leveling
 ER0295.and adjusted in June 1991.
 ER0295
 ER0295.The geoid height was determined by GEOID03.
 ER0295
 ER0295.The dynamic height is computed by dividing the NAVD 88
 ER0295.geopotential number by the normal gravity value computed on the
 ER0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0295.degrees latitude (g = 980.6199 gals.).
 ER0295
 ER0295.The modeled gravity was interpolated from observed gravity values.
 ER0295
 ER0295;                    North         East    Units  Estimated Accuracy
 ER0295;SPC AZ E     -   425,360.      234,930.      MT  (+/- 180 meters Scaled)
 ER0295
 ER0295                          SUPERSEDED SURVEY CONTROL
 ER0295
 ER0295  NGVD 29 (??/??/92) 1639.864  (m)         5380.12   (f) ADJ UNCH    2 0
 ER0295
 ER0295.Superseded values are not recommended for survey control.
 ER0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0295.See file dsdata.txt to determine how the superseded data were derived.
 ER0295
 ER0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD977553(NAD 83)
 ER0295_MARKER: DB = BENCH MARK DISK
 ER0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0295_STAMPING: H 35 1934
 ER0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0295+STABILITY: SURFACE MOTION
 ER0295
 ER0295  HISTORY     - Date     Condition        Report By
 ER0295  HISTORY     - 1934     MONUMENTED       CGS
 ER0295
 ER0295                          STATION DESCRIPTION
 ER0295
 ER0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0295'14.5 MI SE FROM HOLBROOK.
 ER0295'14.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0295'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, ABOUT 0.2
 ER0295'MILE EAST AND 0.2 MILE WEST OF DIPS, AND 53 FEET SOUTH OF THE
 ER0295'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 35 1934 AND SET
 ER0295'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0099 ***********************************************************************
 DB0099  DESIGNATION -  H 350
 DB0099  PID         -  DB0099
 DB0099  STATE/COUNTY-  AZ/YUMA
 DB0099  USGS QUAD   -  FORTUNA MINE (1965)
 DB0099
 DB0099                         *CURRENT SURVEY CONTROL
 DB0099  ___________________________________________________________________
 DB0099* NAD 83(1986)-  32 34 25.     (N)    114 22 03.     (W)     SCALED    
 DB0099* NAVD 88     -       185.18   (+/-2cm)     607.5    (feet)  VERTCON   
 DB0099  ___________________________________________________________________
 DB0099  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DB0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0099
 DB0099.The horizontal coordinates were scaled from a topographic map and have
 DB0099.an estimated accuracy of +/- 6 seconds.
 DB0099
 DB0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0099.The vertical order pertains to the NGVD 29 superseded value.
 DB0099
 DB0099.The geoid height was determined by GEOID03.
 DB0099
 DB0099;                    North         East    Units  Estimated Accuracy
 DB0099;SPC AZ W     -   174,640.      155,380.      MT  (+/- 180 meters Scaled)
 DB0099
 DB0099                          SUPERSEDED SURVEY CONTROL
 DB0099
 DB0099  NGVD 29 (??/??/??)  184.504  (m)          605.33   (f) ADJUSTED    2 0
 DB0099
 DB0099.Superseded values are not recommended for survey control.
 DB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0099.See file dsdata.txt to determine how the superseded data were derived.
 DB0099
 DB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS471070(NAD 83)
 DB0099_MARKER: DB = BENCH MARK DISK
 DB0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0099_STAMPING: H 350 1962
 DB0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0099+STABILITY: SURFACE MOTION
 DB0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0099+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0099
 DB0099  HISTORY     - Date     Condition        Report By
 DB0099  HISTORY     - 1962     MONUMENTED       CGS
 DB0099  HISTORY     - 20060303 GOOD             GEOCAC
 DB0099
 DB0099                          STATION DESCRIPTION
 DB0099
 DB0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0099'14.3 MI SW FROM LIGURTA.
 DB0099'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0099'STATION AND CAFE AT LIGURTA, THENCE 7.2 MILES SOUTH SOUTHEAST
 DB0099'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 1.7
 DB0099'MILES SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST
 DB0099'WHICH PROJECTS 16 FEET AND IS NUMBER 9, 37 YARDS WEST OF THE
 DB0099'FOOT OF A ROCKY HILL, 0.45 MILE SOUTHEAST OF A SANDY WASH, 45
 DB0099'FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.3 FEET NORTH OF A
 DB0099'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 DB0099'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DB0099
 DB0099                          STATION RECOVERY (2006)
 DB0099
 DB0099'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0099'FOUND IN GOOD CONDITION AT N 32  34.425 W 114  22.052, BY HANSOHN.
 DB0099'THERE IS A METAL WITNESS POST ABOUT 2 FEET FROM THE MARK ON THE WEST
 DB0099'SIDE.
 DB0099' 
 DB0099'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0099'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0099'RESOURCES OFFICE AT THE MCAS-YUMA.
 DB0099' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1134 ***********************************************************************
 DA1134  DESIGNATION -  H 351
 DA1134  PID         -  DA1134
 DA1134  STATE/COUNTY-  AZ/YUMA
 DA1134  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1134
 DA1134                         *CURRENT SURVEY CONTROL
 DA1134  ___________________________________________________________________
 DA1134* NAD 83(1986)-  32 32 18.     (N)    113 42 02.     (W)     SCALED    
 DA1134* NAVD 88     -       169.07   (+/-2cm)     554.7    (feet)  VERTCON   
 DA1134  ___________________________________________________________________
 DA1134  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DA1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1134
 DA1134.The horizontal coordinates were scaled from a topographic map and have
 DA1134.an estimated accuracy of +/- 6 seconds.
 DA1134
 DA1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1134.The vertical order pertains to the NGVD 29 superseded value.
 DA1134
 DA1134.The geoid height was determined by GEOID03.
 DA1134
 DA1134;                    North         East    Units  Estimated Accuracy
 DA1134;SPC AZ W     -   170,560.      218,000.      MT  (+/- 180 meters Scaled)
 DA1134
 DA1134                          SUPERSEDED SURVEY CONTROL
 DA1134
 DA1134  NGVD 29 (??/??/92)  168.426  (m)          552.58   (f) ADJ UNCH    2 0
 DA1134
 DA1134.Superseded values are not recommended for survey control.
 DA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1134.See file dsdata.txt to determine how the superseded data were derived.
 DA1134
 DA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB463033(NAD 83)
 DA1134_MARKER: DB = BENCH MARK DISK
 DA1134_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1134_SP_SET: 16 FT.
 DA1134_STAMPING: H 351 1962
 DA1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1134
 DA1134  HISTORY     - Date     Condition        Report By
 DA1134  HISTORY     - 1962     MONUMENTED       CGS
 DA1134
 DA1134                          STATION DESCRIPTION
 DA1134
 DA1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1134'21.4 MI SE FROM TACNA.
 DA1134'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1134'TACNA.  THENCE 15.4 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1134'WELL, ABOUT 0.5 MILE SOUTH OF A LONG ROW OF SAND DUNES, 1.0 MILE
 DA1134'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA1134'FEET AND IS NUMBERED 18, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 DA1134'ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 DA1134'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DA1134'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 DA1134'WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0929 ***********************************************************************
 DA0929  DESIGNATION -  H 352
 DA0929  PID         -  DA0929
 DA0929  STATE/COUNTY-  AZ/YUMA
 DA0929  USGS QUAD   -  MONREAL WELL (1990)
 DA0929
 DA0929                         *CURRENT SURVEY CONTROL
 DA0929  ___________________________________________________________________
 DA0929* NAD 83(1986)-  32 27 37.     (N)    113 27 56.     (W)     SCALED    
 DA0929* NAVD 88     -       198.38   (+/-2cm)     650.9    (feet)  VERTCON   
 DA0929  ___________________________________________________________________
 DA0929  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA0929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0929
 DA0929.The horizontal coordinates were scaled from a topographic map and have
 DA0929.an estimated accuracy of +/- 6 seconds.
 DA0929
 DA0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0929.The vertical order pertains to the NGVD 29 superseded value.
 DA0929
 DA0929.The geoid height was determined by GEOID03.
 DA0929
 DA0929;                    North         East    Units  Estimated Accuracy
 DA0929;SPC AZ W     -   161,940.      240,100.      MT  (+/- 180 meters Scaled)
 DA0929
 DA0929                          SUPERSEDED SURVEY CONTROL
 DA0929
 DA0929  NGVD 29 (??/??/92)  197.739  (m)          648.75   (f) ADJ UNCH    2 0
 DA0929
 DA0929.Superseded values are not recommended for survey control.
 DA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0929.See file dsdata.txt to determine how the superseded data were derived.
 DA0929
 DA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA682941(NAD 83)
 DA0929_MARKER: DB = BENCH MARK DISK
 DA0929_SETTING: 66 = SET IN ROCK OUTCROP
 DA0929_SP_SET: ROCK OUTCROP
 DA0929_STAMPING: H 352 1962
 DA0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0929+STABILITY: POSITION/ELEVATION WELL
 DA0929
 DA0929  HISTORY     - Date     Condition        Report By
 DA0929  HISTORY     - 1962     MONUMENTED       CGS
 DA0929
 DA0929                          STATION DESCRIPTION
 DA0929
 DA0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0929'15.45 MI W FROM TONY TANK.
 DA0929'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0929'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA0929'0.3 MILE NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE MOHAWK
 DA0929'MOUNTAINS, 0.25 MILE EAST AND 0.9 MILE SOUTHEAST OF A 4X4-INCH WHITE
 DA0929'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 39, AT
 DA0929'THE NORTHWEST END OF A SMALL ROCKY HILL AT THE BASE OF THE MOUNTAINS,
 DA0929'97 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 43 FEET
 DA0929'SOUTHWEST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF
 DA0929'THE TRAIL ROAD, AND SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 DA0929'ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0197 ***********************************************************************
 DB0197  DESIGNATION -  H 353
 DB0197  PID         -  DB0197
 DB0197  STATE/COUNTY-  AZ/YUMA
 DB0197  USGS QUAD   -  FORTUNA (1979)
 DB0197
 DB0197                         *CURRENT SURVEY CONTROL
 DB0197  ___________________________________________________________________
 DB0197* NAD 83(1986)-  32 40 12.     (N)    114 25 37.     (W)     SCALED    
 DB0197* NAVD 88     -        92.198  (meters)     302.49   (feet)  ADJUSTED  
 DB0197  ___________________________________________________________________
 DB0197  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DB0197  DYNAMIC HT  -          92.092 (meters)     302.14  (feet)  COMP
 DB0197  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 DB0197
 DB0197  VERT ORDER  -  FIRST     CLASS II
 DB0197
 DB0197.The horizontal coordinates were scaled from a topographic map and have
 DB0197.an estimated accuracy of +/- 6 seconds.
 DB0197
 DB0197.The orthometric height was determined by differential leveling
 DB0197.and adjusted in June 1991.
 DB0197
 DB0197.The geoid height was determined by GEOID03.
 DB0197
 DB0197.The dynamic height is computed by dividing the NAVD 88
 DB0197.geopotential number by the normal gravity value computed on the
 DB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0197.degrees latitude (g = 980.6199 gals.).
 DB0197
 DB0197.The modeled gravity was interpolated from observed gravity values.
 DB0197
 DB0197;                    North         East    Units  Estimated Accuracy
 DB0197;SPC AZ W     -   185,370.      149,870.      MT  (+/- 180 meters Scaled)
 DB0197
 DB0197                          SUPERSEDED SURVEY CONTROL
 DB0197
 DB0197  NGVD 29 (??/??/??)   91.543  (m)          300.34   (f) ADJUSTED    1 2
 DB0197
 DB0197.Superseded values are not recommended for survey control.
 DB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0197.See file dsdata.txt to determine how the superseded data were derived.
 DB0197
 DB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS412176(NAD 83)
 DB0197_MARKER: DB = BENCH MARK DISK
 DB0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0197_STAMPING: H 353 1960
 DB0197_MARK LOGO: CGS   
 DB0197_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0197+STABILITY: SURFACE MOTION
 DB0197
 DB0197  HISTORY     - Date     Condition        Report By
 DB0197  HISTORY     - 1960     MONUMENTED       CGS
 DB0197  HISTORY     - 1981     GOOD             NGS
 DB0197  HISTORY     - 1981     GOOD             NGS
 DB0197  HISTORY     - 1990     GOOD             USPSQD
 DB0197  HISTORY     - 20020407 MARK NOT FOUND   USPSQD
 DB0197
 DB0197                          STATION DESCRIPTION
 DB0197
 DB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0197'5.8 MI E FROM ARABY.
 DB0197'0.4 MILE SOUTH ON PAVED ROAD FROM ARABY TO U.S. HIGHWAY 80,
 DB0197'THENCE 5.45 MILES EAST ON THE HIGHWAY TO HIGHWAY MILE POLE 16,
 DB0197'192 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 167 FEET
 DB0197'SOUTH OF MILE POLE 16, 28.5 FEET NORTHEAST OF A POWER POLE, 2.8
 DB0197'FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 DB0197'CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
 DB0197
 DB0197                          STATION RECOVERY (1981)
 DB0197
 DB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0197'18.5 KM (11.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0197'4TH AVENUE IN YUMA, 1.85 KM (1.15 MI) EAST OF THE JUNCTION OF FORTUNA
 DB0197'ROAD, 0.55 KM (0.35 MI) WEST OF THE ENTRANCE TO A KOA CAMPGROUNDS, AT
 DB0197'A POWER LINE CROSSING, 43.9 M (144 FT) SOUTH OF THE CENTERLINE OF THE
 DB0197'HIGHWAY, 36.6 M (120 FT) SOUTHWEST OF TELEPHONE JUNCTION BOX NUMBER
 DB0197'2-96, 10.1 M (33.0 FT) NORTHEAST OF A JUNCTION POWER LINE POLE.
 DB0197'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 DB0197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0197
 DB0197                          STATION RECOVERY (1981)
 DB0197
 DB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0197'18.5 KM (11.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0197'4TH AVENUE IN YUMA, 1.85 KM (1.15 MI) EAST OF THE JUNCTION OF FORTUNA
 DB0197'ROAD, 0.55 KM (0.35 MI) WEST OF THE ENTRANCE TO A KOA CAMPGROUNDS, AT
 DB0197'A POWER LINE CROSSING, 43.9 M (144 FT) SOUTH OF THE CENTERLINE OF THE
 DB0197'HIGHWAY, 36.6 M (120 FT) SOUTHWEST OF TELEPHONE JUNCTION BOX NUMBER
 DB0197'2-96, 10.1 M (33.0 FT) NORTHEAST OF A JUNCTION POWER LINE POLE.
 DB0197'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 DB0197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0197
 DB0197                          STATION RECOVERY (1990)
 DB0197
 DB0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (AM)
 DB0197'RECOVERED IN GOOD CONDITION.
 DB0197
 DB0197                          STATION RECOVERY (2002)
 DB0197
 DB0197'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DB0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0782 ***********************************************************************
 DA0782  DESIGNATION -  H 353
 DA0782  PID         -  DA0782
 DA0782  STATE/COUNTY-  AZ/MARICOPA
 DA0782  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0782
 DA0782                         *CURRENT SURVEY CONTROL
 DA0782  ___________________________________________________________________
 DA0782* NAD 83(1986)-  32 36 19.     (N)    113 15 04.     (W)     SCALED    
 DA0782* NAVD 88     -       227.31   (+/-2cm)     745.8    (feet)  VERTCON   
 DA0782  ___________________________________________________________________
 DA0782  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DA0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0782
 DA0782.The horizontal coordinates were scaled from a topographic map and have
 DA0782.an estimated accuracy of +/- 6 seconds.
 DA0782
 DA0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0782.The vertical order pertains to the NGVD 29 superseded value.
 DA0782
 DA0782.The geoid height was determined by GEOID03.
 DA0782
 DA0782;                    North         East    Units  Estimated Accuracy
 DA0782;SPC AZ C     -   178,770.       88,110.      MT  (+/- 180 meters Scaled)
 DA0782
 DA0782                          SUPERSEDED SURVEY CONTROL
 DA0782
 DA0782  NGVD 29 (??/??/92)  226.699  (m)          743.76   (f) ADJ UNCH    2 0
 DA0782
 DA0782.Superseded values are not recommended for survey control.
 DA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0782.See file dsdata.txt to determine how the superseded data were derived.
 DA0782
 DA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB887097(NAD 83)
 DA0782_MARKER: DB = BENCH MARK DISK
 DA0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0782_SP_SET: CONCRETE BLOCK
 DA0782_STAMPING: H 353 1961
 DA0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0782
 DA0782  HISTORY     - Date     Condition        Report By
 DA0782  HISTORY     - 1961     MONUMENTED       CGS
 DA0782  HISTORY     - 1962     GOOD             NGS
 DA0782
 DA0782                          STATION DESCRIPTION
 DA0782
 DA0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0782'8.0 MI N FROM TONY TANK.
 DA0782'ABOUT 8.0 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0782'TONY TANK.  OR ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD
 DA0782'FROM THE U.S. HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES
 DA0782'WEST-SOUTHWEST ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.
 DA0782'THENCE 4.5 MILES SOUTH ALONG A DIM TRAIL ROAD.  THENCE 7.6 MILES
 DA0782'SOUTHEAST ALONG A DIM TRAIL ROAD, 0.55 MILE SOUTHEAST OF A 4X4-INCH
 DA0782'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 34,
 DA0782'AT AN OLD ABANDONED RANCH HOUSE, AND SET IN THE TOP OF THE NORTHWEST
 DA0782'CORNER OF A LARGE CONCRETE BLOCK AROUND AN ABANDONED WELL CASING WHICH
 DA0782'PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0840 ***********************************************************************
 DA0840  DESIGNATION -  H 354
 DA0840  PID         -  DA0840
 DA0840  STATE/COUNTY-  AZ/MARICOPA
 DA0840  USGS QUAD   -  SENTINEL NE (1986)
 DA0840
 DA0840                         *CURRENT SURVEY CONTROL
 DA0840  ___________________________________________________________________
 DA0840* NAD 83(1986)-  32 53 58.     (N)    113 00 46.     (W)     SCALED    
 DA0840* NAVD 88     -       232.51   (+/-2cm)     762.8    (feet)  VERTCON   
 DA0840  ___________________________________________________________________
 DA0840  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0840
 DA0840.The horizontal coordinates were scaled from a topographic map and have
 DA0840.an estimated accuracy of +/- 6 seconds.
 DA0840
 DA0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0840.The vertical order pertains to the NGVD 29 superseded value.
 DA0840
 DA0840.The geoid height was determined by GEOID03.
 DA0840
 DA0840;                    North         East    Units  Estimated Accuracy
 DA0840;SPC AZ C     -   211,130.      110,820.      MT  (+/- 180 meters Scaled)
 DA0840
 DA0840                          SUPERSEDED SURVEY CONTROL
 DA0840
 DA0840  NGVD 29 (??/??/92)  231.900  (m)          760.83   (f) ADJ UNCH    2 0
 DA0840
 DA0840.Superseded values are not recommended for survey control.
 DA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0840.See file dsdata.txt to determine how the superseded data were derived.
 DA0840
 DA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB117419(NAD 83)
 DA0840_MARKER: DB = BENCH MARK DISK
 DA0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0840_SP_SET: BRIDGE
 DA0840_STAMPING: H 354 1960
 DA0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0840
 DA0840  HISTORY     - Date     Condition        Report By
 DA0840  HISTORY     - 1960     MONUMENTED       CGS
 DA0840
 DA0840                          STATION DESCRIPTION
 DA0840
 DA0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0840'11.8 MI E FROM SENTINEL.
 DA0840'11.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0840'23 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN
 DA0840'THE TOP OF THE EAST END OF THE NORTH CURB OF A CONCRETE BRIDGE AND
 DA0840'ABOUT 5 INCHES ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0764 ***********************************************************************
 DA0764  DESIGNATION -  H 355
 DA0764  PID         -  DA0764
 DA0764  STATE/COUNTY-  AZ/MARICOPA
 DA0764  USGS QUAD   -  SENTINEL (1986)
 DA0764
 DA0764                         *CURRENT SURVEY CONTROL
 DA0764  ___________________________________________________________________
 DA0764* NAD 83(1986)-  32 46 59.     (N)    113 14 53.     (W)     SCALED    
 DA0764* NAVD 88     -       199.62   (+/-2cm)     654.9    (feet)  VERTCON   
 DA0764  ___________________________________________________________________
 DA0764  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DA0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0764
 DA0764.The horizontal coordinates were scaled from a topographic map and have
 DA0764.an estimated accuracy of +/- 6 seconds.
 DA0764
 DA0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0764.The vertical order pertains to the NGVD 29 superseded value.
 DA0764
 DA0764.The geoid height was determined by GEOID03.
 DA0764
 DA0764;                    North         East    Units  Estimated Accuracy
 DA0764;SPC AZ C     -   198,480.       88,640.      MT  (+/- 180 meters Scaled)
 DA0764
 DA0764                          SUPERSEDED SURVEY CONTROL
 DA0764
 DA0764  NGVD 29 (??/??/92)  199.017  (m)          652.94   (f) ADJ UNCH    2 0
 DA0764
 DA0764.Superseded values are not recommended for survey control.
 DA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0764.See file dsdata.txt to determine how the superseded data were derived.
 DA0764
 DA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB894294(NAD 83)
 DA0764_MARKER: DB = BENCH MARK DISK
 DA0764_SETTING: 80 = SET IN A BOULDER
 DA0764_SP_SET: BOULDER
 DA0764_STAMPING: H 355 1962
 DA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0764+STABILITY: SURFACE MOTION
 DA0764
 DA0764  HISTORY     - Date     Condition        Report By
 DA0764  HISTORY     - 1962     MONUMENTED       CGS
 DA0764
 DA0764                          STATION DESCRIPTION
 DA0764
 DA0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0764'6.0 MI S FROM SENTINEL.
 DA0764'ABOUT 6.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE U.S. HIGHWAY 80
 DA0764'OVERPASS AT SENTINEL, 0.5 MILE SOUTH OF A 4X4-INCH WHITE WOODEN
 DA0764'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 21, 1.05 MILES
 DA0764'NORTH OF AN OBSERVATION TOWER, 107 FEET WEST OF THE CENTER LINE OF THE
 DA0764'ROAD, 21.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0764'WITH THE ROAD, SET IN THE TOP OF A LARGE BOULDER PROJECTING 4 INCHES
 DA0764'WHICH IS AT THE SOUTHEAST END OF A PROMINENT ROCK HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0245 ***********************************************************************
 CZ0245  DESIGNATION -  H 355
 CZ0245  PID         -  CZ0245
 CZ0245  STATE/COUNTY-  AZ/PIMA
 CZ0245  USGS QUAD   -  TUCSON (1992)
 CZ0245
 CZ0245                         *CURRENT SURVEY CONTROL
 CZ0245  ___________________________________________________________________
 CZ0245* NAD 83(1986)-  32 07 59.     (N)    110 53 15.     (W)     SCALED    
 CZ0245* NAVD 88     -       819.65   (+/-2cm)    2689.1    (feet)  VERTCON   
 CZ0245  ___________________________________________________________________
 CZ0245  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0245
 CZ0245.The horizontal coordinates were scaled from a topographic map and have
 CZ0245.an estimated accuracy of +/- 6 seconds.
 CZ0245
 CZ0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0245.The vertical order pertains to the NGVD 29 superseded value.
 CZ0245
 CZ0245.The geoid height was determined by GEOID03.
 CZ0245
 CZ0245;                    North         East    Units  Estimated Accuracy
 CZ0245;SPC AZ C     -   126,080.      310,460.      MT  (+/- 180 meters Scaled)
 CZ0245
 CZ0245                          SUPERSEDED SURVEY CONTROL
 CZ0245
 CZ0245  NGVD 29 (??/??/92)  819.029  (m)         2687.10   (f) ADJ UNCH    2 0
 CZ0245
 CZ0245.Superseded values are not recommended for survey control.
 CZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0245.See file dsdata.txt to determine how the superseded data were derived.
 CZ0245
 CZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA106551(NAD 83)
 CZ0245_MARKER: DB = BENCH MARK DISK
 CZ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0245_STAMPING: H 355 1960
 CZ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0245+STABILITY: SURFACE MOTION
 CZ0245
 CZ0245  HISTORY     - Date     Condition        Report By
 CZ0245  HISTORY     - 1960     MONUMENTED       CGS
 CZ0245  HISTORY     - 1990     GOOD             USPSQD
 CZ0245  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0245
 CZ0245                          STATION DESCRIPTION
 CZ0245
 CZ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0245'6.0 MI SE FROM TUCSON.
 CZ0245'6.0 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0245'HIGHWAY 89 AT TUCSON, 0.15 MILE SOUTHEAST OF A CROSS ROAD, 116 FEET
 CZ0245'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 86 FEET
 CZ0245'SOUTHWEST OF A SIGN CRAYCROFT RD. EXIT 1/2 MILE, 7.5 FEET SOUTHWEST OF
 CZ0245'A POWER POLE, 3.5 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 CZ0245'NORTHEAST OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 5
 CZ0245'INCHES.
 CZ0245
 CZ0245                          STATION RECOVERY (1990)
 CZ0245
 CZ0245'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0245'RECOVERED IN GOOD CONDITION.
 CZ0245
 CZ0245                          STATION RECOVERY (2006)
 CZ0245
 CZ0245'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0245'MARK NOT FOUND.  NO POWER POLL IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0511 ***********************************************************************
 GR0511  DESIGNATION -  H 356
 GR0511  PID         -  GR0511
 GR0511  STATE/COUNTY-  AZ/MOHAVE
 GR0511  USGS QUAD   -  BOULDER CANYON (1983)
 GR0511
 GR0511                         *CURRENT SURVEY CONTROL
 GR0511  ___________________________________________________________________
 GR0511* NAD 83(1986)-  36 08 49.     (N)    114 32 52.     (W)     SCALED    
 GR0511* NAVD 88     -       366.069  (meters)    1201.01   (feet)  POSTED    
 GR0511  ___________________________________________________________________
 GR0511  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR0511  DYNAMIC HT  -         365.720 (meters)    1199.87  (feet)  COMP
 GR0511  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 GR0511
 GR0511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0511
 GR0511.The horizontal coordinates were scaled from a topographic map and have
 GR0511.an estimated accuracy of +/- 6 seconds.
 GR0511
 GR0511.The orthometric height was determined by differential leveling
 GR0511.and adjusted by the  in 1992.
 GR0511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0511.rate of 0.0 thru 1.0 mm/km.
 GR0511
 GR0511.The geoid height was determined by GEOID03.
 GR0511
 GR0511.The dynamic height is computed by dividing the NAVD 88
 GR0511.geopotential number by the normal gravity value computed on the
 GR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0511.degrees latitude (g = 980.6199 gals.).
 GR0511
 GR0511.The modeled gravity was interpolated from observed gravity values.
 GR0511
 GR0511;                    North         East    Units  Estimated Accuracy
 GR0511;SPC AZ W     -   571,130.      141,570.      MT  (+/- 180 meters Scaled)
 GR0511
 GR0511                          SUPERSEDED SURVEY CONTROL
 GR0511
 GR0511  NGVD 29 (??/??/92)  365.381  (m)         1198.75   (f) ADJ UNCH    1 2
 GR0511
 GR0511.Superseded values are not recommended for survey control.
 GR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0511.See file dsdata.txt to determine how the superseded data were derived.
 GR0511
 GR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA206030(NAD 83)
 GR0511_MARKER: DB = BENCH MARK DISK
 GR0511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0511_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0511_STAMPING: H 356 1963
 GR0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0511
 GR0511  HISTORY     - Date     Condition        Report By
 GR0511  HISTORY     - 1963     MONUMENTED       CGS
 GR0511
 GR0511                          STATION DESCRIPTION
 GR0511
 GR0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0511'6.9 MI NW FROM BONELLI LANDING.
 GR0511'6.9 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0511'BONELLI LANDING, ABOUT 1.0 MILE SOUTH OF THE COLORADO RIVER, AT THE
 GR0511'SOUTHWEST END OF A LARGE COVE, 2.8 FEET NORTHEAST OF A WITNESS POST,
 GR0511'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE
 GR0511'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0056 ***********************************************************************
 CG0056  DESIGNATION -  H 358
 CG0056  PID         -  CG0056
 CG0056  STATE/COUNTY-  AZ/COCHISE
 CG0056  USGS QUAD   -  MESCAL (1983)
 CG0056
 CG0056                         *CURRENT SURVEY CONTROL
 CG0056  ___________________________________________________________________
 CG0056* NAD 83(1986)-  31 58 38.     (N)    110 26 05.     (W)     SCALED    
 CG0056* NAVD 88     -      1253.67   (+/-2cm)    4113.1    (feet)  VERTCON   
 CG0056  ___________________________________________________________________
 CG0056  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0056
 CG0056.The horizontal coordinates were scaled from a topographic map and have
 CG0056.an estimated accuracy of +/- 6 seconds.
 CG0056
 CG0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0056.The vertical order pertains to the NGVD 29 superseded value.
 CG0056
 CG0056.The geoid height was determined by GEOID03.
 CG0056
 CG0056;                    North         East    Units  Estimated Accuracy
 CG0056;SPC AZ E     -   108,370.      188,030.      MT  (+/- 180 meters Scaled)
 CG0056
 CG0056                          SUPERSEDED SURVEY CONTROL
 CG0056
 CG0056  NGVD 29 (??/??/92) 1252.853  (m)         4110.40   (f) ADJ UNCH    2 0
 CG0056
 CG0056.Superseded values are not recommended for survey control.
 CG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0056.See file dsdata.txt to determine how the superseded data were derived.
 CG0056
 CG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA534380(NAD 83)
 CG0056_MARKER: DB = BENCH MARK DISK
 CG0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0056_STAMPING: H 358 1960
 CG0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0056+STABILITY: SURFACE MOTION
 CG0056
 CG0056  HISTORY     - Date     Condition        Report By
 CG0056  HISTORY     - 1960     MONUMENTED       CGS
 CG0056
 CG0056                          STATION DESCRIPTION
 CG0056
 CG0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0056'8.85 MI W FROM BENSON.
 CG0056'8.85 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0056'80, THENCE 1 MILE SOUTH ON GRAVEL ROAD, 2 FEET SOUTHWEST OF POWER
 CG0056'POLE, 28 FEET WEST OF CENTER OF ROAD, 2 FEET WEST OF WITNESS POST, SET
 CG0056'IN THE TOP OF 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0180 ***********************************************************************
 GQ0180  DESIGNATION -  H 359
 GQ0180  PID         -  GQ0180
 GQ0180  STATE/COUNTY-  AZ/MOHAVE
 GQ0180  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0180
 GQ0180                         *CURRENT SURVEY CONTROL
 GQ0180  ___________________________________________________________________
 GQ0180* NAD 83(1986)-  36 58 10.     (N)    113 44 18.     (W)     SCALED    
 GQ0180* NAVD 88     -       698.359  (meters)    2291.20   (feet)  POSTED    
 GQ0180  ___________________________________________________________________
 GQ0180  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 GQ0180  DYNAMIC HT  -         697.660 (meters)    2288.91  (feet)  COMP
 GQ0180  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 GQ0180
 GQ0180  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0180
 GQ0180.The horizontal coordinates were scaled from a topographic map and have
 GQ0180.an estimated accuracy of +/- 6 seconds.
 GQ0180
 GQ0180.The orthometric height was determined by differential leveling
 GQ0180.and adjusted by the  in 1992.
 GQ0180.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0180.rate of 1.1 thru 2.0 mm/km.
 GQ0180
 GQ0180.The geoid height was determined by GEOID03.
 GQ0180
 GQ0180.The dynamic height is computed by dividing the NAVD 88
 GQ0180.geopotential number by the normal gravity value computed on the
 GQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0180.degrees latitude (g = 980.6199 gals.).
 GQ0180
 GQ0180.The modeled gravity was interpolated from observed gravity values.
 GQ0180
 GQ0180;                    North         East    Units  Estimated Accuracy
 GQ0180;SPC AZ W     -   662,100.      214,400.      MT  (+/- 180 meters Scaled)
 GQ0180
 GQ0180                          SUPERSEDED SURVEY CONTROL
 GQ0180
 GQ0180  NGVD 29 (??/??/92)  697.577  (m)         2288.63   (f) ADJ UNCH    2 0
 GQ0180
 GQ0180.Superseded values are not recommended for survey control.
 GQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0180.See file dsdata.txt to determine how the superseded data were derived.
 GQ0180
 GQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF562949(NAD 83)
 GQ0180_MARKER: DB = BENCH MARK DISK
 GQ0180_SETTING: 80 = SET IN A BOULDER
 GQ0180_SP_SET: BOULDER
 GQ0180_STAMPING: H 359 1960
 GQ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0180+STABILITY: SURFACE MOTION
 GQ0180
 GQ0180  HISTORY     - Date     Condition        Report By
 GQ0180  HISTORY     - 1960     MONUMENTED       CGS
 GQ0180  HISTORY     - 1979     GOOD             USGS
 GQ0180
 GQ0180                          STATION DESCRIPTION
 GQ0180
 GQ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0180'22.75 MI SW FROM ST GEORGE, UT.
 GQ0180'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0180'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0180'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0180'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE UTAH-ARIZONA
 GQ0180'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0180'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0180'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0180'MILES TO THE VIRGIN RIVER, THENCE FOLLOW THE RIVER BED SOUTHWEST FOR
 GQ0180'1.8 MILES TO THE MARK CEMENTED IN A ROCK THAT HAS A YELLOW B.M.
 GQ0180'PAINTED ON IT, THE MARK IS 30 FEET NORTH OF THE RIVER EDGE.
 GQ0180
 GQ0180                          STATION RECOVERY (1979)
 GQ0180
 GQ0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0180'3.8 MILES NE ALONG INTERSTATE HIGHWAY 15 FROM CEDAR POCKET
 GQ0180'INTERCHANGE TO A DEEP WASH AND THE NORTH END OF A HORSESHOE BEND IN
 GQ0180'THE VIRGIN RIVER. ABOUT 200 FEET SOUTH OF THE EASTBOUND LANE, ABOUT
 GQ0180'150 FEET SW OF THE SOUTH END OF A LARGE CULVERT, ABOUT 30 FEET NORTH
 GQ0180'OF THE NORTH BANK OF THE RIVER AND ABOUT 12 FEET HIGHER THAN THE
 GQ0180'RIVER BED, IN THE TOP OF A LARGE BOULDER WHICH IS IN A GROUP OF LARGE
 GQ0180'BOULDERS, A STANDARD USC AND GS BRONZE DISK, STAMPED H 359 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0534 ***********************************************************************
 DA0534  DESIGNATION -  H 36
 DA0534  PID         -  DA0534
 DA0534  STATE/COUNTY-  AZ/MARICOPA
 DA0534  USGS QUAD   -  MIDWAY (1986)
 DA0534
 DA0534                         *CURRENT SURVEY CONTROL
 DA0534  ___________________________________________________________________
 DA0534* NAD 83(1986)-  32 39 00.     (N)    112 51 14.     (W)     SCALED    
 DA0534* NAVD 88     -       350.021  (meters)    1148.36   (feet)  ADJUSTED  
 DA0534  ___________________________________________________________________
 DA0534  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA0534  DYNAMIC HT  -         349.594 (meters)    1146.96  (feet)  COMP
 DA0534  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 DA0534
 DA0534  VERT ORDER  -  FIRST     CLASS II
 DA0534
 DA0534.The horizontal coordinates were scaled from a topographic map and have
 DA0534.an estimated accuracy of +/- 6 seconds.
 DA0534
 DA0534.The orthometric height was determined by differential leveling
 DA0534.and adjusted in June 1991.
 DA0534
 DA0534.The geoid height was determined by GEOID03.
 DA0534
 DA0534.The dynamic height is computed by dividing the NAVD 88
 DA0534.geopotential number by the normal gravity value computed on the
 DA0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0534.degrees latitude (g = 980.6199 gals.).
 DA0534
 DA0534.The modeled gravity was interpolated from observed gravity values.
 DA0534
 DA0534;                    North         East    Units  Estimated Accuracy
 DA0534;SPC AZ C     -   183,330.      125,440.      MT  (+/- 180 meters Scaled)
 DA0534
 DA0534                          SUPERSEDED SURVEY CONTROL
 DA0534
 DA0534  NGVD 29 (??/??/92)  349.380  (m)         1146.26   (f) ADJ UNCH    1 2
 DA0534
 DA0534.Superseded values are not recommended for survey control.
 DA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0534.See file dsdata.txt to determine how the superseded data were derived.
 DA0534
 DA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261140(NAD 83)
 DA0534_MARKER: DB = BENCH MARK DISK
 DA0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0534_STAMPING: H 36 1933 1146.323
 DA0534_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0534+STABILITY: SURFACE MOTION
 DA0534
 DA0534  HISTORY     - Date     Condition        Report By
 DA0534  HISTORY     - 1933     MONUMENTED       CGS
 DA0534  HISTORY     - 1953     GOOD             NGS
 DA0534  HISTORY     - 1980     GOOD             NGS
 DA0534
 DA0534                          STATION DESCRIPTION
 DA0534
 DA0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0534'21.1 MI N FROM AJO.
 DA0534'21.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0534'FROM THE STATION AT AJO, 13 1/2 POLES SOUTH OF MILEPOLE 22, 1 1/2
 DA0534'POLES SOUTH OF WOODEN BRIDGE 224, 96.0 FEET WEST OF THE WEST RAIL, 82
 DA0534'1/2 FEET EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 67 1/2 FEET
 DA0534'NORTH OF A TELEPHONE POLE, 2.1 FEET NORTH OF A WITNESS POST, ABOUT 2
 DA0534'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0534'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0534
 DA0534                          STATION RECOVERY (1980)
 DA0534
 DA0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0534'34.7 KM (21.55 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0534'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.2 KM (0.1 MI)
 DA0534'SOUTH OF RAILWAY BRIDGE NUMBER 24, 13-1/2 POLES SOUTH OF RAILWAY
 DA0534'BRIDGE NUMBER 224, SET IN LINE WITH A ROW OF TELEGRAPH POLES,
 DA0534'29.3 METERS (96.0 FT) WEST OF THE WEST RAIL OF THE TRACKS, 30.5
 DA0534'METERS (100 FT) SOUTH OF A TELEGRAPH POLE, 22.3 METERS (73.0 FT)
 DA0534'EAST OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACKS, 20.6
 DA0534'METERS (67.5 FT) NORTH OF A TELEGRAPH POLE.
 DA0534'THE MARK IS 03 METERS  N FROM A WITNESS POST.
 DA0534'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0016 ***********************************************************************
 DA0016  DESIGNATION -  H 360
 DA0016  PID         -  DA0016
 DA0016  STATE/COUNTY-  AZ/MARICOPA
 DA0016  USGS QUAD   -  ESTRELLA (1979)
 DA0016
 DA0016                         *CURRENT SURVEY CONTROL
 DA0016  ___________________________________________________________________
 DA0016* NAD 83(1986)-  32 59 39.     (N)    112 26 34.     (W)     SCALED    
 DA0016* NAVD 88     -       451.792  (meters)    1482.25   (feet)  ADJUSTED  
 DA0016  ___________________________________________________________________
 DA0016  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0016  DYNAMIC HT  -         451.244 (meters)    1480.46  (feet)  COMP
 DA0016  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 DA0016
 DA0016  VERT ORDER  -  FIRST     CLASS II
 DA0016
 DA0016.The horizontal coordinates were scaled from a topographic map and have
 DA0016.an estimated accuracy of +/- 6 seconds.
 DA0016
 DA0016.The orthometric height was determined by differential leveling
 DA0016.and adjusted in June 1991.
 DA0016
 DA0016.The geoid height was determined by GEOID03.
 DA0016
 DA0016.The dynamic height is computed by dividing the NAVD 88
 DA0016.geopotential number by the normal gravity value computed on the
 DA0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0016.degrees latitude (g = 980.6199 gals.).
 DA0016
 DA0016.The modeled gravity was interpolated from observed gravity values.
 DA0016
 DA0016;                    North         East    Units  Estimated Accuracy
 DA0016;SPC AZ C     -   221,230.      164,200.      MT  (+/- 180 meters Scaled)
 DA0016
 DA0016                          SUPERSEDED SURVEY CONTROL
 DA0016
 DA0016  NGVD 29 (??/??/92)  451.140  (m)         1480.12   (f) ADJ UNCH    1 2
 DA0016
 DA0016.Superseded values are not recommended for survey control.
 DA0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0016.See file dsdata.txt to determine how the superseded data were derived.
 DA0016
 DA0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB652515(NAD 83)
 DA0016_MARKER: DB = BENCH MARK DISK
 DA0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0016_STAMPING: H 360 1967
 DA0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0016+STABILITY: SURFACE MOTION
 DA0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0016+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DA0016
 DA0016  HISTORY     - Date     Condition        Report By
 DA0016  HISTORY     - 1967     MONUMENTED       CGS
 DA0016  HISTORY     - 1980     GOOD             NGS
 DA0016  HISTORY     - 1980     GOOD             NGS
 DA0016  HISTORY     - 20070321 GOOD             GEOCAC
 DA0016
 DA0016                          STATION DESCRIPTION
 DA0016
 DA0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0016'10.80 MI W FROM MOBILE.
 DA0016'10.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0016'ELEMENTARY SCHOOL AT MOBILE, 0.35 MILE EAST OF MILEPOST 873, 37 FEET
 DA0016'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 67 FEET NORTHEAST OF
 DA0016'SEMAPHORE NUMBER 8733, 44 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 DA0016'ROAD, 6 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES,
 DA0016'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 DA0016'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0016'6 INCHES.
 DA0016
 DA0016                          STATION RECOVERY (1980)
 DA0016
 DA0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0016'RECOVERED IN GOOD CONDITION.
 DA0016
 DA0016                          STATION RECOVERY (1980)
 DA0016
 DA0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0016'RECOVERED IN GOOD CONDITION.
 DA0016
 DA0016                          STATION RECOVERY (2007)
 DA0016
 DA0016'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0817 ***********************************************************************
 DV0817  DESIGNATION -  H 361
 DV0817  PID         -  DV0817
 DV0817  STATE/COUNTY-  AZ/MARICOPA
 DV0817  USGS QUAD   -  COTTON CENTER (1973)
 DV0817
 DV0817                         *CURRENT SURVEY CONTROL
 DV0817  ___________________________________________________________________
 DV0817* NAD 83(1986)-  33 04 21.     (N)    112 39 59.     (W)     SCALED    
 DV0817* NAVD 88     -       213.60   (+/-2cm)     700.8    (feet)  VERTCON   
 DV0817  ___________________________________________________________________
 DV0817  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV0817  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0817
 DV0817.The horizontal coordinates were scaled from a topographic map and have
 DV0817.an estimated accuracy of +/- 6 seconds.
 DV0817
 DV0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0817.The vertical order pertains to the NGVD 29 superseded value.
 DV0817
 DV0817.The geoid height was determined by GEOID03.
 DV0817
 DV0817;                    North         East    Units  Estimated Accuracy
 DV0817;SPC AZ C     -   230,040.      143,360.      MT  (+/- 180 meters Scaled)
 DV0817
 DV0817                          SUPERSEDED SURVEY CONTROL
 DV0817
 DV0817  NGVD 29 (??/??/92)  212.969  (m)          698.72   (f) ADJ UNCH    1 2
 DV0817
 DV0817.Superseded values are not recommended for survey control.
 DV0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0817.See file dsdata.txt to determine how the superseded data were derived.
 DV0817
 DV0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444605(NAD 83)
 DV0817_MARKER: DB = BENCH MARK DISK
 DV0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0817_SP_SET: CATTLE GUARD
 DV0817_STAMPING: H 361 1967
 DV0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0817
 DV0817  HISTORY     - Date     Condition        Report By
 DV0817  HISTORY     - 1967     MONUMENTED       CGS
 DV0817  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0817  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV0817
 DV0817                          STATION DESCRIPTION
 DV0817
 DV0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0817'9.9 MI N FROM GILA BEND.
 DV0817'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0817'GILA BEND, THENCE 9.05 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0817'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 16, T 4 S, R 4 W, AT A CROSSING
 DV0817'OF THE HIGHWAY AND A POWER LINE, 49 1/2 FEET WEST OF THE CENTER LINE
 DV0817'OF THE HIGHWAY, 9 1/2 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD
 DV0817'LEADING WEST SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD
 DV0817'WALL OF A CATTLE GUARD IN THE TRAIL ROAD, 96 FEET NORTHWEST OF A POWER
 DV0817'POLE WHICH BEARS A TRANSFORMER, 31 1/2 FEET NORTH OF POWER POLE NUMBER
 DV0817'61, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DV0817
 DV0817                          STATION RECOVERY (1981)
 DV0817
 DV0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0817'NOT RECOVERED, BELIEVED DESTROYED WHEN THE CATTLE GUARD WAS REMOVED.
 DV0817
 DV0817                          STATION RECOVERY (2007)
 DV0817
 DV0817'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0817'THE CATTLE GUARD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0767 ***********************************************************************
 DV0767  DESIGNATION -  H 362
 DV0767  PID         -  DV0767
 DV0767  STATE/COUNTY-  AZ/MARICOPA
 DV0767  USGS QUAD   -  TONOPAH (1984)
 DV0767
 DV0767                         *CURRENT SURVEY CONTROL
 DV0767  ___________________________________________________________________
 DV0767* NAD 83(1986)-  33 26 39.     (N)    112 54 07.     (W)     SCALED    
 DV0767* NAVD 88     -       311.415  (meters)    1021.70   (feet)  ADJUSTED  
 DV0767  ___________________________________________________________________
 DV0767  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV0767  DYNAMIC HT  -         311.053 (meters)    1020.51  (feet)  COMP
 DV0767  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 DV0767
 DV0767  VERT ORDER  -  FIRST     CLASS II
 DV0767
 DV0767.The horizontal coordinates were scaled from a topographic map and have
 DV0767.an estimated accuracy of +/- 6 seconds.
 DV0767
 DV0767.The orthometric height was determined by differential leveling
 DV0767.and adjusted in June 1991.
 DV0767
 DV0767.The geoid height was determined by GEOID03.
 DV0767
 DV0767.The dynamic height is computed by dividing the NAVD 88
 DV0767.geopotential number by the normal gravity value computed on the
 DV0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0767.degrees latitude (g = 980.6199 gals.).
 DV0767
 DV0767.The modeled gravity was interpolated from observed gravity values.
 DV0767
 DV0767;                    North         East    Units  Estimated Accuracy
 DV0767;SPC AZ C     -   271,440.      121,750.      MT  (+/- 180 meters Scaled)
 DV0767
 DV0767                          SUPERSEDED SURVEY CONTROL
 DV0767
 DV0767  NGVD 29 (??/??/92)  310.812  (m)         1019.72   (f) ADJ UNCH    1 2
 DV0767
 DV0767.Superseded values are not recommended for survey control.
 DV0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0767.See file dsdata.txt to determine how the superseded data were derived.
 DV0767
 DV0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC232021(NAD 83)
 DV0767_MARKER: DB = BENCH MARK DISK
 DV0767_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0767_SP_SET: 32 FEET
 DV0767_STAMPING: H 362 1967
 DV0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0767+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 DV0767
 DV0767  HISTORY     - Date     Condition        Report By
 DV0767  HISTORY     - 1967     MONUMENTED       CGS
 DV0767  HISTORY     - 1981     GOOD             NGS
 DV0767  HISTORY     - 20090117 GOOD             GEOCAC
 DV0767
 DV0767                          STATION DESCRIPTION
 DV0767
 DV0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0767'12.5 MI NW FROM HASSAYAMPA.
 DV0767'12.5 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0767'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 8, T 1 N, R 6 W,
 DV0767'130 YARDS NORTHWEST OF THE CENTER OF A DIP WHICH IS LOCATED IN A CURVE
 DV0767'IN THE ROAD, 71 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 133
 DV0767'FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS
 DV0767'NORTH, 39.9 FEET WEST OF A METAL RIGHT-OF-WAY MARKER WHICH IS NUMBERED
 DV0767'P.T. 643+08.63, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1
 DV0767'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 DV0767'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED
 DV0767'IN A 5-INCH IRON PIPE WHICH PROJECTS 7 INCHES.
 DV0767
 DV0767                          STATION RECOVERY (1981)
 DV0767
 DV0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0767'RECOVERED IN GOOD CONDITION.
 DV0767
 DV0767                          STATION RECOVERY (2009)
 DV0767
 DV0767'RECOVERY NOTE BY GEOCACHING 2009 (RHT)
 DV0767'GPS COORDINATES - N 33  26.656 W 112  54.124, ABOUT 150 FT NE OF
 DV0767'LISTED CORDINATES, ABOUT 3 FT N OF WITNESS POST. MARK IS ABOUT 8
 DV0767'INCEHES BELOW GROUND LEVEL IN AN IRON PIPE. THE MARK IS LIKLEY TO BE
 DV0767'COVERED WITH DIRT. BUT IN OTHERWISE GOOD CONDITION.
 DV0767' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0994 ***********************************************************************
 CZ0994  DESIGNATION -  H 363
 CZ0994  PID         -  CZ0994
 CZ0994  STATE/COUNTY-  AZ/PINAL
 CZ0994  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0994
 CZ0994                         *CURRENT SURVEY CONTROL
 CZ0994  ___________________________________________________________________
 CZ0994* NAD 83(1992)-  32 53 05.58393(N)    111 46 11.52530(W)     ADJUSTED  
 CZ0994* NAVD 88     -       422.511  (meters)    1386.19   (feet)  ADJUSTED  
 CZ0994  ___________________________________________________________________
 CZ0994  X           -  -1,988,561.941 (meters)                     COMP
 CZ0994  Y           -  -4,979,352.395 (meters)                     COMP
 CZ0994  Z           -   3,443,457.660 (meters)                     COMP
 CZ0994  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CZ0994  ELLIP HEIGHT-         392.414 (meters)          (08/23/93) ADJUSTED
 CZ0994  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ0994  DYNAMIC HT  -         421.996 (meters)    1384.50  (feet)  COMP
 CZ0994  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 CZ0994  OBS GRAVITY -     979,406.3   (mgal)                       GRAV_OBS
 CZ0994
 CZ0994  HORZ ORDER  -  FIRST
 CZ0994  VERT ORDER  -  FIRST     CLASS II
 CZ0994  ELLP ORDER  -  FOURTH    CLASS II
 CZ0994
 CZ0994.The horizontal coordinates were established by GPS observations
 CZ0994.and adjusted by the National Geodetic Survey in August 1993.
 CZ0994
 CZ0994.The orthometric height was determined by differential leveling
 CZ0994.and adjusted in June 1991.
 CZ0994
 CZ0994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0994
 CZ0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0994
 CZ0994.The ellipsoidal height was determined by GPS observations
 CZ0994.and is referenced to NAD 83.
 CZ0994
 CZ0994.The geoid height was determined by GEOID03.
 CZ0994
 CZ0994.The dynamic height is computed by dividing the NAVD 88
 CZ0994.geopotential number by the normal gravity value computed on the
 CZ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0994.degrees latitude (g = 980.6199 gals.).
 CZ0994
 CZ0994.The modeled gravity was interpolated from observed gravity values.
 CZ0994.The observed gravity was obtained from relative gravimeter ties
 CZ0994.to the IGSN71 gravity network.
 CZ0994
 CZ0994;                    North         East     Units Scale Factor Converg.
 CZ0994;SPC AZ C     -   208,995.660   227,095.214   MT  0.99990233   +0 04 46.9
 CZ0994;SPC AZ C     -   685,681.30    745,063.04   iFT  0.99990233   +0 04 46.9
 CZ0994;UTM  12      - 3,638,788.030   427,987.983   MT  0.99966394   -0 25 04.9
 CZ0994
 CZ0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0994!SPC AZ C     -   0.99993839  x   0.99990233  =   0.99984073
 CZ0994!UTM  12      -   0.99993839  x   0.99966394  =   0.99960235
 CZ0994
 CZ0994                          SUPERSEDED SURVEY CONTROL
 CZ0994
 CZ0994  NAD 83(1986)-  32 53 05.57811(N)    111 46 11.52649(W) AD(       ) 1
 CZ0994  NGVD 29 (??/??/92)  421.901  (m)         1384.19   (f) ADJ UNCH    1 2
 CZ0994
 CZ0994.Superseded values are not recommended for survey control.
 CZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0994.See file dsdata.txt to determine how the superseded data were derived.
 CZ0994
 CZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2798838788(NAD 83)
 CZ0994_MARKER: DB = BENCH MARK DISK
 CZ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0994_SP_SET: CONCRETE POST
 CZ0994_STAMPING: H 363 1967
 CZ0994_MARK LOGO: CGS   
 CZ0994_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0994+STABILITY: SURFACE MOTION
 CZ0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0994+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 CZ0994
 CZ0994  HISTORY     - Date     Condition        Report By
 CZ0994  HISTORY     - 1967     MONUMENTED       CGS
 CZ0994  HISTORY     - 1980     GOOD             NGS
 CZ0994  HISTORY     - 1980     GOOD             NGS
 CZ0994  HISTORY     - 1984     GOOD             NGS
 CZ0994  HISTORY     - 19911205 GOOD             NGS
 CZ0994  HISTORY     - 20031021 GOOD             MHD
 CZ0994  HISTORY     - 20070827 GOOD             GEOCAC
 CZ0994
 CZ0994                          STATION DESCRIPTION
 CZ0994
 CZ0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0994'1.1 MI NW FROM CASA GRANDE.
 CZ0994'ABOUT 1.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0994'STATION AT CASA GRANDE, IN S 19, T 6 S, R 6 E, 6 POLES NORTHWEST OF
 CZ0994'MILEPOST 918, 47 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 CZ0994'TRACK, 25 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD WHICH
 CZ0994'PARALLELS THE RAILROAD TRACKS, 4 FEET SOUTHEAST OF A TELEGRAPH POLE,
 CZ0994'1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 CZ0994'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0994'6 INCHES.
 CZ0994
 CZ0994                          STATION RECOVERY (1980)
 CZ0994
 CZ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0994'RECOVERED IN GOOD CONDITION.
 CZ0994
 CZ0994                          STATION RECOVERY (1980)
 CZ0994
 CZ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0994'RECOVERED IN GOOD CONDITION.
 CZ0994
 CZ0994                          STATION RECOVERY (1984)
 CZ0994
 CZ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0994'RECOVERED IN GOOD CONDITION.
 CZ0994
 CZ0994                          STATION RECOVERY (1991)
 CZ0994
 CZ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0994'0.9 KM (0.55 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ0994'FROM THE JUNCTION OF STATE HIGHWAY 84 IN CASA GRANDE, 0.5 KM (0.30
 CZ0994'MI) SOUTHEAST OF THE INTERSECTION OF THORNTON ROAD, 41.1 M (134.8 FT)
 CZ0994'WEST OF UTILITY POLE NUMBER PS 114646, 37.5 M (123.0 FT)
 CZ0994'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER PS 114647, 14.4 M (47.2 FT)
 CZ0994'NORTHEAST OF THE NEAR RAIL, 6.3 M (20.7 FT) SOUTHWEST OF THE CENTER
 CZ0994'OF A DIRT ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M
 CZ0994'(1.3 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 CZ0994'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 CZ0994
 CZ0994                          STATION RECOVERY (2003)
 CZ0994
 CZ0994'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (MD)
 CZ0994'RECOVERED IN GOOD CONDITION.
 CZ0994
 CZ0994                          STATION RECOVERY (2007)
 CZ0994
 CZ0994'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0555 ***********************************************************************
 DU0555  DESIGNATION -  H 364
 DU0555  PID         -  DU0555
 DU0555  STATE/COUNTY-  AZ/PINAL
 DU0555  USGS QUAD   -  FLORENCE (1981)
 DU0555
 DU0555                         *CURRENT SURVEY CONTROL
 DU0555  ___________________________________________________________________
 DU0555* NAD 83(1986)-  33 05 43.     (N)    111 27 51.     (W)     SCALED    
 DU0555* NAVD 88     -       461.209  (meters)    1513.15   (feet)  ADJUSTED  
 DU0555  ___________________________________________________________________
 DU0555  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0555  DYNAMIC HT  -         460.649 (meters)    1511.31  (feet)  COMP
 DU0555  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 DU0555  OBS GRAVITY -     979,410.5   (mgal)                       GRAV_OBS
 DU0555
 DU0555  VERT ORDER  -  FIRST     CLASS II
 DU0555
 DU0555.The horizontal coordinates were scaled from a topographic map and have
 DU0555.an estimated accuracy of +/- 6 seconds.
 DU0555
 DU0555.The orthometric height was determined by differential leveling
 DU0555.and adjusted in November 1993.
 DU0555
 DU0555.The geoid height was determined by GEOID03.
 DU0555
 DU0555.The dynamic height is computed by dividing the NAVD 88
 DU0555.geopotential number by the normal gravity value computed on the
 DU0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0555.degrees latitude (g = 980.6199 gals.).
 DU0555
 DU0555.The modeled gravity was interpolated from observed gravity values.
 DU0555.The observed gravity was obtained from relative gravimeter ties
 DU0555.to the IGSN71 gravity network.
 DU0555
 DU0555;                    North         East    Units  Estimated Accuracy
 DU0555;SPC AZ C     -   232,410.      255,600.      MT  (+/- 180 meters Scaled)
 DU0555
 DU0555                          SUPERSEDED SURVEY CONTROL
 DU0555
 DU0555  NGVD 29 (??/??/92)  460.656  (m)         1511.34   (f) ADJ UNCH    1 2
 DU0555
 DU0555.Superseded values are not recommended for survey control.
 DU0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0555.See file dsdata.txt to determine how the superseded data were derived.
 DU0555
 DU0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB566619(NAD 83)
 DU0555_MARKER: DB = BENCH MARK DISK
 DU0555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0555_SP_SET: HEADWALL
 DU0555_STAMPING: H 364 1967
 DU0555_MARK LOGO: CGS   
 DU0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0555+STABILITY: SURFACE MOTION
 DU0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0555+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 DU0555
 DU0555  HISTORY     - Date     Condition        Report By
 DU0555  HISTORY     - 1967     MONUMENTED       CGS
 DU0555  HISTORY     - 19920110 GOOD             NGS
 DU0555  HISTORY     - 20070509 GOOD             GEOCAC
 DU0555
 DU0555                          STATION DESCRIPTION
 DU0555
 DU0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0555'3.3 MI SE FROM MAGMA.
 DU0555'ABOUT 3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0555'STATION SIGN AT MAGMA, IN SECTION 7, T 4 S, R 9 E, 3 RAILS SOUTHEAST
 DU0555'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 125 FEET SOUTHWEST
 DU0555'OF THE SOUTHWEST RAIL OF THE TRACK, SET IN THE CENTER OF THE TOP OF
 DU0555'THE NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE PRIVATE
 DU0555'ROAD, 26 FEET SOUTHWEST OF A FENCE, 8 FEET NORTH OF THE CENTER LINE OF
 DU0555'THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 DU0555
 DU0555                          STATION RECOVERY (1992)
 DU0555
 DU0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0555'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0555'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0555'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 3.9 KM
 DU0555'(2.40 MI) NORTHERLY ALONG FELIX ROAD, THENCE 1.2 KM (0.75 MI)
 DU0555'NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 1.7
 DU0555'M (5.6 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 DU0555'CULVERT, 38.6 M (126.6 FT) SOUTHWEST OF THE NEAR RAIL, 10.0 M (32.8
 DU0555'FT) WEST OF A T-FENCE CORNER, AND 2.4 M (7.9 FT) NORTH OF AND LEVEL
 DU0555'WITH THE CENTER OF A DIRT ROAD.
 DU0555
 DU0555                          STATION RECOVERY (2007)
 DU0555
 DU0555'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0555'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO REACH,
 DU0555'...THENCE 4.93 KM (3.06 MI) NORTHERLY ALONG FELIX ROAD, THENCE .79 KM
 DU0555'(.49 MI) WEST ALONG TWIN SPUR LANE TO THE END OF THE ROAD AT THE
 DU0555'RAILROAD TRACKS, AND THE MARK ON THE OPPOSITE SIDE OF THE TRACKS...
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0063 ***********************************************************************
 DV0063  DESIGNATION -  H 365
 DV0063  PID         -  DV0063
 DV0063  STATE/COUNTY-  AZ/MARICOPA
 DV0063  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0063
 DV0063                         *CURRENT SURVEY CONTROL
 DV0063  ___________________________________________________________________
 DV0063* NAD 83(1986)-  33 40 01.     (N)    112 15 19.     (W)     SCALED    
 DV0063* NAVD 88     -       381.215  (meters)    1250.70   (feet)  ADJUSTED  
 DV0063  ___________________________________________________________________
 DV0063  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0063  DYNAMIC HT  -         380.772 (meters)    1249.25  (feet)  COMP
 DV0063  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 DV0063
 DV0063  VERT ORDER  -  FIRST     CLASS II
 DV0063
 DV0063.The horizontal coordinates were scaled from a topographic map and have
 DV0063.an estimated accuracy of +/- 6 seconds.
 DV0063
 DV0063.The orthometric height was determined by differential leveling
 DV0063.and adjusted in June 1991.
 DV0063
 DV0063.The geoid height was determined by GEOID03.
 DV0063
 DV0063.The dynamic height is computed by dividing the NAVD 88
 DV0063.geopotential number by the normal gravity value computed on the
 DV0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0063.degrees latitude (g = 980.6199 gals.).
 DV0063
 DV0063.The modeled gravity was interpolated from observed gravity values.
 DV0063
 DV0063;                    North         East    Units  Estimated Accuracy
 DV0063;SPC AZ C     -   295,770.      181,960.      MT  (+/- 180 meters Scaled)
 DV0063
 DV0063                          SUPERSEDED SURVEY CONTROL
 DV0063
 DV0063  NGVD 29 (??/??/92)  380.657  (m)         1248.87   (f) ADJ UNCH    1 2
 DV0063
 DV0063.Superseded values are not recommended for survey control.
 DV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0063.See file dsdata.txt to determine how the superseded data were derived.
 DV0063
 DV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC836259(NAD 83)
 DV0063_MARKER: DB = BENCH MARK DISK
 DV0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0063_SP_SET: CONCRETE PLATFORM
 DV0063_STAMPING: H 365 1967
 DV0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0063
 DV0063  HISTORY     - Date     Condition        Report By
 DV0063  HISTORY     - 1967     MONUMENTED       CGS
 DV0063  HISTORY     - 1981     GOOD             NGS
 DV0063  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0063  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0063
 DV0063                          STATION DESCRIPTION
 DV0063
 DV0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0063'6.5 MI NE FROM SUN CITY.
 DV0063'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0063'CITY, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 28, T 4
 DV0063'N, R 1 E, 69 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 DV0063'ROAD AND 91ST AVENUE, 48 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 DV0063'ROAD, 51 FEET WEST OF THE CENTER LINE OF 91ST AVENUE, SET IN THE TOP
 DV0063'OF THE SOUTHWEST CORNER OF A 10- X 10-FOOT CONCRETE PLATFORM WHICH IS
 DV0063'POURED AROUND AN 18-INCH ABANDONED AND CAPPED WELL CASING, 29 FEET
 DV0063'NORTHWEST OF A 16-INCH APPLE TREE, ABOUT 15 INCHES ABOVE THE LEVEL OF
 DV0063'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DV0063
 DV0063                          STATION RECOVERY (1981)
 DV0063
 DV0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0063'RECOVERED IN GOOD CONDITION.
 DV0063
 DV0063                          STATION RECOVERY (2002)
 DV0063
 DV0063'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0063'MARK NOT FOUND.
 DV0063
 DV0063                          STATION RECOVERY (2007)
 DV0063
 DV0063'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0063'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0063'MARK. THE WELLHEAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0094 ***********************************************************************
 DV0094  DESIGNATION -  H 366
 DV0094  PID         -  DV0094
 DV0094  STATE/COUNTY-  AZ/MARICOPA
 DV0094  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0094
 DV0094                         *CURRENT SURVEY CONTROL
 DV0094  ___________________________________________________________________
 DV0094* NAD 83(1986)-  33 40 38.     (N)    112 25 22.     (W)     SCALED    
 DV0094* NAVD 88     -       408.996  (meters)    1341.85   (feet)  ADJUSTED  
 DV0094  ___________________________________________________________________
 DV0094  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0094  DYNAMIC HT  -         408.519 (meters)    1340.28  (feet)  COMP
 DV0094  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 DV0094
 DV0094  VERT ORDER  -  FIRST     CLASS II
 DV0094
 DV0094.The horizontal coordinates were scaled from a topographic map and have
 DV0094.an estimated accuracy of +/- 6 seconds.
 DV0094
 DV0094.The orthometric height was determined by differential leveling
 DV0094.and adjusted in June 1991.
 DV0094
 DV0094.The geoid height was determined by GEOID03.
 DV0094
 DV0094.The dynamic height is computed by dividing the NAVD 88
 DV0094.geopotential number by the normal gravity value computed on the
 DV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0094.degrees latitude (g = 980.6199 gals.).
 DV0094
 DV0094.The modeled gravity was interpolated from observed gravity values.
 DV0094
 DV0094;                    North         East    Units  Estimated Accuracy
 DV0094;SPC AZ C     -   296,970.      166,430.      MT  (+/- 180 meters Scaled)
 DV0094
 DV0094                          SUPERSEDED SURVEY CONTROL
 DV0094
 DV0094  NGVD 29 (??/??/92)  408.409  (m)         1339.92   (f) ADJ UNCH    1 2
 DV0094
 DV0094.Superseded values are not recommended for survey control.
 DV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0094.See file dsdata.txt to determine how the superseded data were derived.
 DV0094
 DV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC681272(NAD 83)
 DV0094_MARKER: DB = BENCH MARK DISK
 DV0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0094_SP_SET: CONCRETE SPILLWAY
 DV0094_STAMPING: H 366 1967
 DV0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0094+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2009
 DV0094
 DV0094  HISTORY     - Date     Condition        Report By
 DV0094  HISTORY     - 1967     MONUMENTED       CGS
 DV0094  HISTORY     - 1981     GOOD             NGS
 DV0094  HISTORY     - 20090217 GOOD             SURPGS
 DV0094
 DV0094                          STATION DESCRIPTION
 DV0094
 DV0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0094'7.9 MI NW FROM EL MIRAGE.
 DV0094'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0094'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 0.9 MILE
 DV0094'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0094'BEARDSLEY CANAL, IN SECTION 24, T 4 N, R 2 W, 118 FEET NORTHWEST OF
 DV0094'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST END OF THE
 DV0094'SOUTH WALL OF THE CONCRETE SPILLWAY AT THE MCMICKEN DAM OUTLET
 DV0094'STRUCTURE, 3 FEET SOUTH OF THE NORTHEAST CORNER OF THE WALL, AND ABOUT
 DV0094'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0094
 DV0094                          STATION RECOVERY (1981)
 DV0094
 DV0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0094'RECOVERED IN GOOD CONDITION.
 DV0094
 DV0094                          STATION RECOVERY (2009)
 DV0094
 DV0094'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0094'WALK UP ACCESS IS FROM THE WEST (RIGHT) CANAL ROAD.  AFTER REACHING
 DV0094'THE MARK, CONTINUE SOUTHWESTERLY ALONG EAST (LEFT) CANAL ROAD TO REACH
 DV0094'A SIPHON THAT ALLOWS CROSSING THE CANAL, THEN DRIVE BACK TO THE
 DV0094'STATION AND THE WALK UP ACCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0208 ***********************************************************************
 DA0208  DESIGNATION -  H 37
 DA0208  PID         -  DA0208
 DA0208  STATE/COUNTY-  AZ/PIMA
 DA0208  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0208
 DA0208                         *CURRENT SURVEY CONTROL
 DA0208  ___________________________________________________________________
 DA0208* NAD 83(1986)-  32 10 49.     (N)    112 19 16.     (W)     SCALED    
 DA0208* NAVD 88     -       622.55   (+/-2cm)    2042.5    (feet)  VERTCON   
 DA0208  ___________________________________________________________________
 DA0208  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DA0208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0208
 DA0208.The horizontal coordinates were scaled from a topographic map and have
 DA0208.an estimated accuracy of +/- 6 seconds.
 DA0208
 DA0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0208.The vertical order pertains to the NGVD 29 superseded value.
 DA0208
 DA0208.The geoid height was determined by GEOID03.
 DA0208
 DA0208;                    North         East    Units  Estimated Accuracy
 DA0208;SPC AZ C     -   130,930.      175,220.      MT  (+/- 180 meters Scaled)
 DA0208
 DA0208                          SUPERSEDED SURVEY CONTROL
 DA0208
 DA0208  NGVD 29 (??/??/92)  621.858  (m)         2040.21   (f) ADJ UNCH    2 0
 DA0208
 DA0208.Superseded values are not recommended for survey control.
 DA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0208.See file dsdata.txt to determine how the superseded data were derived.
 DA0208
 DA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA754611(NAD 83)
 DA0208_MARKER: DB = BENCH MARK DISK
 DA0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0208_STAMPING: 2040.399 H 37 1933
 DA0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0208+STABILITY: SURFACE MOTION
 DA0208
 DA0208  HISTORY     - Date     Condition        Report By
 DA0208  HISTORY     - 1933     MONUMENTED       CGS
 DA0208  HISTORY     - 1934     GOOD             NGS
 DA0208  HISTORY     - 19970306 GOOD             USPSQD
 DA0208
 DA0208                          STATION DESCRIPTION
 DA0208
 DA0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0208'5.3 MI W FROM BALNCO.
 DA0208'5.3 MILES WEST ALONG STATE HIGHWAY 86 FROM POZO BLANCO, PIMA COUNTY,
 DA0208'ON THE OLD AJO-TUCSON HIGHWAY, 0.3 MILE WEST OF A CONCRETE-PROTECTED
 DA0208'DIP AT THE CENTER OF A CURVE, AND 39 FEET SOUTH OF THE CENTERLINE OF
 DA0208'THE HIGHWAY.  A STANDARD DISK, STAMPED 2040.399 H 37 1933 AND SET IN
 DA0208'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 DA0208
 DA0208                          STATION RECOVERY (1997)
 DA0208
 DA0208'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0637 ***********************************************************************
 CG0637  DESIGNATION -  H 38
 CG0637  PID         -  CG0637
 CG0637  STATE/COUNTY-  AZ/PIMA
 CG0637  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0637
 CG0637                         *CURRENT SURVEY CONTROL
 CG0637  ___________________________________________________________________
 CG0637* NAD 83(1986)-  31 57 48.     (N)    111 44 54.     (W)     SCALED    
 CG0637* NAVD 88     -       830.68   (+/-2cm)    2725.3    (feet)  VERTCON   
 CG0637  ___________________________________________________________________
 CG0637  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CG0637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0637
 CG0637.The horizontal coordinates were scaled from a topographic map and have
 CG0637.an estimated accuracy of +/- 6 seconds.
 CG0637
 CG0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0637.The vertical order pertains to the NGVD 29 superseded value.
 CG0637
 CG0637.The geoid height was determined by GEOID03.
 CG0637
 CG0637;                    North         East    Units  Estimated Accuracy
 CG0637;SPC AZ C     -   106,810.      229,270.      MT  (+/- 180 meters Scaled)
 CG0637
 CG0637                          SUPERSEDED SURVEY CONTROL
 CG0637
 CG0637  NGVD 29 (??/??/92)  829.960  (m)         2722.96   (f) ADJ UNCH    2 0
 CG0637
 CG0637.Superseded values are not recommended for survey control.
 CG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0637.See file dsdata.txt to determine how the superseded data were derived.
 CG0637
 CG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA292366(NAD 83)
 CG0637_MARKER: DB = BENCH MARK DISK
 CG0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0637_STAMPING: 2723.098 H 38 1933
 CG0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0637+STABILITY: SURFACE MOTION
 CG0637
 CG0637  HISTORY     - Date     Condition        Report By
 CG0637  HISTORY     - 1933     MONUMENTED       CGS
 CG0637  HISTORY     - 1942     GOOD             USGS
 CG0637  HISTORY     - 1976     GOOD             USGS
 CG0637
 CG0637                          STATION DESCRIPTION
 CG0637
 CG0637'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CG0637'9.7 MI E FROM SELLS.
 CG0637'9.7 MILES EAST OF SELLS, PIMA COUNTY, FROM THE POST OFFICE, 1.5 MILES
 CG0637'EAST ALONG A GRAVEL ROAD, 8.2 MILES EAST ALONG STATE HIGHWAY 86, ON
 CG0637'THE OLD AJO-TUCSON HIGHWAY, 0.1 MILE EAST OF A ROAD LEADING NORTH TO
 CG0637'THE AKRON GOLD MINING CO. PROPERTY, 100 FEET NORTHEAST OF POLE 226, 57
 CG0637'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A
 CG0637'ROW OF POLES.  A STANDARD DISK, STAMPED 2723.098 H 38 1933 AND SET IN
 CG0637'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CG0637
 CG0637                          STATION RECOVERY (1976)
 CG0637
 CG0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0637'9.7 MILES EAST OF SELLS, ----CHANGE PORTION 57 FEET SOUTHEAST OF
 CG0637'CENTERLINE HIGHWAY TO READ 135 FEET SOUTHEAST OF CENTERLINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0199 ***********************************************************************
 FR0199  DESIGNATION -  H 385
 FR0199  PID         -  FR0199
 FR0199  STATE/COUNTY-  AZ/YAVAPAI
 FR0199  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0199
 FR0199                         *CURRENT SURVEY CONTROL
 FR0199  ___________________________________________________________________
 FR0199* NAD 83(1986)-  35 19 23.     (N)    112 52 06.     (W)     SCALED    
 FR0199* NAVD 88     -      1598.587  (meters)    5244.70   (feet)  ADJUSTED  
 FR0199  ___________________________________________________________________
 FR0199  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0199  DYNAMIC HT  -        1596.493 (meters)    5237.83  (feet)  COMP
 FR0199  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 FR0199
 FR0199  VERT ORDER  -  FIRST     CLASS II
 FR0199
 FR0199.The horizontal coordinates were scaled from a topographic map and have
 FR0199.an estimated accuracy of +/- 6 seconds.
 FR0199
 FR0199.The orthometric height was determined by differential leveling
 FR0199.and adjusted in June 1991.
 FR0199
 FR0199.The geoid height was determined by GEOID03.
 FR0199
 FR0199.The dynamic height is computed by dividing the NAVD 88
 FR0199.geopotential number by the normal gravity value computed on the
 FR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0199.degrees latitude (g = 980.6199 gals.).
 FR0199
 FR0199.The modeled gravity was interpolated from observed gravity values.
 FR0199
 FR0199;                    North         East    Units  Estimated Accuracy
 FR0199;SPC AZ C     -   479,830.      126,830.      MT  (+/- 180 meters Scaled)
 FR0199
 FR0199                          SUPERSEDED SURVEY CONTROL
 FR0199
 FR0199  NGVD 29 (??/??/92) 1597.718  (m)         5241.85   (f) ADJ UNCH    1 2
 FR0199
 FR0199.Superseded values are not recommended for survey control.
 FR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0199.See file dsdata.txt to determine how the superseded data were derived.
 FR0199
 FR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE301104(NAD 83)
 FR0199_MARKER: DB = BENCH MARK DISK
 FR0199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0199_STAMPING: H 385 1968
 FR0199_MARK LOGO: CGS   
 FR0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0199+STABILITY: SURFACE MOTION
 FR0199
 FR0199  HISTORY     - Date     Condition        Report By
 FR0199  HISTORY     - 1968     MONUMENTED       CGS
 FR0199  HISTORY     - 1982     GOOD             NGS
 FR0199
 FR0199                          STATION DESCRIPTION
 FR0199
 FR0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0199'0.5 MI E FROM SELIGMAN.
 FR0199'0.5 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0199'STATION AT SELIGMAN, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF
 FR0199'THE WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE, 60.0 FEET SOUTH OF
 FR0199'THE SOUTH RAIL OF THE SOUTH TRACK, 33 FEET SOUTH OF THE CENTER LINE OF
 FR0199'A TRACK ROAD ALONG THE SOUTH SIDE OF THE TRACK, AND ABOUT LEVEL WITH
 FR0199'THE TRACK.
 FR0199
 FR0199                          STATION RECOVERY (1982)
 FR0199
 FR0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0309 ***********************************************************************
 FR0309  DESIGNATION -  H 386
 FR0309  PID         -  FR0309
 FR0309  STATE/COUNTY-  AZ/COCONINO
 FR0309  USGS QUAD   -  RHODES CANYON (1981)
 FR0309
 FR0309                         *CURRENT SURVEY CONTROL
 FR0309  ___________________________________________________________________
 FR0309* NAD 83(1986)-  35 35 25.     (N)    112 53 08.     (W)     SCALED    
 FR0309* NAVD 88     -      1824.550  (meters)    5986.04   (feet)  POSTED    
 FR0309  ___________________________________________________________________
 FR0309  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 FR0309  DYNAMIC HT  -        1822.110 (meters)    5978.04  (feet)  COMP
 FR0309  MODELED GRAV-     979,233.0   (mgal)                       NAVD 88
 FR0309
 FR0309  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0309
 FR0309.The horizontal coordinates were scaled from a topographic map and have
 FR0309.an estimated accuracy of +/- 6 seconds.
 FR0309
 FR0309.The orthometric height was determined by differential leveling
 FR0309.and adjusted by the  in 1992.
 FR0309.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0309.rate of 0.0 thru 1.0 mm/km.
 FR0309
 FR0309.The geoid height was determined by GEOID03.
 FR0309
 FR0309.The dynamic height is computed by dividing the NAVD 88
 FR0309.geopotential number by the normal gravity value computed on the
 FR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0309.degrees latitude (g = 980.6199 gals.).
 FR0309
 FR0309.The modeled gravity was interpolated from observed gravity values.
 FR0309
 FR0309;                    North         East    Units  Estimated Accuracy
 FR0309;SPC AZ C     -   509,490.      125,560.      MT  (+/- 180 meters Scaled)
 FR0309
 FR0309                          SUPERSEDED SURVEY CONTROL
 FR0309
 FR0309  NGVD 29 (??/??/92) 1823.624  (m)         5983.01   (f) ADJ UNCH    2 0
 FR0309
 FR0309.Superseded values are not recommended for survey control.
 FR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0309.See file dsdata.txt to determine how the superseded data were derived.
 FR0309
 FR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE291401(NAD 83)
 FR0309_MARKER: DB = BENCH MARK DISK
 FR0309_SETTING: 80 = SET IN A BOULDER
 FR0309_SP_SET: BOULDER
 FR0309_STAMPING: H 386 1968
 FR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0309+STABILITY: SURFACE MOTION
 FR0309
 FR0309  HISTORY     - Date     Condition        Report By
 FR0309  HISTORY     - 1968     MONUMENTED       CGS
 FR0309
 FR0309                          STATION DESCRIPTION
 FR0309
 FR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0309'21.6 MI N FROM SELIGMAN.
 FR0309'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0309'THE STATION AT SELIGMAN, THENCE 20.55 MILES NORTH ALONG A DIRT ROAD,
 FR0309'1.0 MILE NORTH OF BENCH MARK Q 386, 0.45 MILE NORTH OF A METAL GATE,
 FR0309'0.25 MILE NORTHWEST OF AN EARTH DAM, IN A SMALL WASH, IN THE TOP OF A
 FR0309'3- BY 4-FOOT BOULDER PROJECTING 0.8 FOOT ABOVE THE GROUND, 103 FEET
 FR0309'EAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A WITNESS POST,
 FR0309'AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0061 ***********************************************************************
 FR0061  DESIGNATION -  H 387
 FR0061  PID         -  FR0061
 FR0061  STATE/COUNTY-  AZ/COCONINO
 FR0061  USGS QUAD   -  MILLER TANK (1981)
 FR0061
 FR0061                         *CURRENT SURVEY CONTROL
 FR0061  ___________________________________________________________________
 FR0061* NAD 83(1986)-  35 44 40.     (N)    112 19 55.     (W)     SCALED    
 FR0061* NAVD 88     -      1813.375  (meters)    5949.38   (feet)  POSTED    
 FR0061  ___________________________________________________________________
 FR0061  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FR0061  DYNAMIC HT  -        1811.000 (meters)    5941.59  (feet)  COMP
 FR0061  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 FR0061
 FR0061  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0061
 FR0061.The horizontal coordinates were scaled from a topographic map and have
 FR0061.an estimated accuracy of +/- 6 seconds.
 FR0061
 FR0061.The orthometric height was determined by differential leveling
 FR0061.and adjusted by the  in 1992.
 FR0061.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0061.rate of 0.0 thru 1.0 mm/km.
 FR0061
 FR0061.The geoid height was determined by GEOID03.
 FR0061
 FR0061.The dynamic height is computed by dividing the NAVD 88
 FR0061.geopotential number by the normal gravity value computed on the
 FR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0061.degrees latitude (g = 980.6199 gals.).
 FR0061
 FR0061.The modeled gravity was interpolated from observed gravity values.
 FR0061
 FR0061;                    North         East    Units  Estimated Accuracy
 FR0061;SPC AZ C     -   526,240.      175,800.      MT  (+/- 180 meters Scaled)
 FR0061
 FR0061                          SUPERSEDED SURVEY CONTROL
 FR0061
 FR0061  NGVD 29 (??/??/92) 1812.526  (m)         5946.60   (f) ADJ UNCH    2 0
 FR0061
 FR0061.Superseded values are not recommended for survey control.
 FR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0061.See file dsdata.txt to determine how the superseded data were derived.
 FR0061
 FR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE795564(NAD 83)
 FR0061_MARKER: DB = BENCH MARK DISK
 FR0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0061_SP_SET: FOUNDATION
 FR0061_STAMPING: H 387 1968
 FR0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0061
 FR0061  HISTORY     - Date     Condition        Report By
 FR0061  HISTORY     - 1968     MONUMENTED       CGS
 FR0061
 FR0061                          STATION DESCRIPTION
 FR0061
 FR0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0061'4.65 MI W FROM WILLAHA.
 FR0061'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0061'THE SIDING SIGN AT WILLAHA, THENCE 3.85 MILES WEST ALONG A STEEL TOWER
 FR0061'POWER LINE, 3 TOWERS WEST OF BENCH MARK G 387, IN THE TOP OF THE
 FR0061'CONCRETE FOUNDATION OF THE NORTHEAST STEEL LEG OF TOWER 773, 57 FEET
 FR0061'SOUTH OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0061'GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0334 ***********************************************************************
 FR0334  DESIGNATION -  H 388
 FR0334  PID         -  FR0334
 FR0334  STATE/COUNTY-  AZ/COCONINO
 FR0334  USGS QUAD   -  BLACK TANK (1980)
 FR0334
 FR0334                         *CURRENT SURVEY CONTROL
 FR0334  ___________________________________________________________________
 FR0334* NAD 83(1986)-  35 42 29.     (N)    112 40 16.     (W)     SCALED    
 FR0334* NAVD 88     -      1711.953  (meters)    5616.63   (feet)  POSTED    
 FR0334  ___________________________________________________________________
 FR0334  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FR0334  DYNAMIC HT  -        1709.740 (meters)    5609.37  (feet)  COMP
 FR0334  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 FR0334
 FR0334  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0334
 FR0334.The horizontal coordinates were scaled from a topographic map and have
 FR0334.an estimated accuracy of +/- 6 seconds.
 FR0334
 FR0334.The orthometric height was determined by differential leveling
 FR0334.and adjusted by the  in 1992.
 FR0334.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0334.rate of 0.0 thru 1.0 mm/km.
 FR0334
 FR0334.The geoid height was determined by GEOID03.
 FR0334
 FR0334.The dynamic height is computed by dividing the NAVD 88
 FR0334.geopotential number by the normal gravity value computed on the
 FR0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0334.degrees latitude (g = 980.6199 gals.).
 FR0334
 FR0334.The modeled gravity was interpolated from observed gravity values.
 FR0334
 FR0334;                    North         East    Units  Estimated Accuracy
 FR0334;SPC AZ C     -   522,390.      145,090.      MT  (+/- 180 meters Scaled)
 FR0334
 FR0334                          SUPERSEDED SURVEY CONTROL
 FR0334
 FR0334  NGVD 29 (??/??/92) 1711.094  (m)         5613.81   (f) ADJ UNCH    2 0
 FR0334
 FR0334.Superseded values are not recommended for survey control.
 FR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0334.See file dsdata.txt to determine how the superseded data were derived.
 FR0334
 FR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE488528(NAD 83)
 FR0334_MARKER: DB = BENCH MARK DISK
 FR0334_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FR0334_SP_SET: FOUNDATION
 FR0334_STAMPING: H 388 1968
 FR0334_MARK LOGO: CGS   
 FR0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0334+STABILITY: POSITION/ELEVATION WELL
 FR0334
 FR0334  HISTORY     - Date     Condition        Report By
 FR0334  HISTORY     - 1968     MONUMENTED       CGS
 FR0334  HISTORY     - 1973     GOOD             USGS
 FR0334
 FR0334                          STATION DESCRIPTION
 FR0334
 FR0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0334'24.35 MI W FROM WILLAHA.
 FR0334'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0334'THE SIDING SIGN AT WILLAHA, THENCE 23.55 MILES WEST ALONG A STEEL
 FR0334'TOWER POWER LINE, 0.1 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH
 FR0334'TRACK ROAD, 3 TOWERS WEST OF BENCH MARK G 388, IN THE TOP OF THE
 FR0334'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 834, 47 FEET
 FR0334'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE
 FR0334'ROAD AND THE GROUND.
 FR0334
 FR0334                          STATION RECOVERY (1973)
 FR0334
 FR0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0376 ***********************************************************************
 FR0376  DESIGNATION -  H 389
 FR0376  PID         -  FR0376
 FR0376  STATE/COUNTY-  AZ/COCONINO
 FR0376  USGS QUAD   -  SUPAI CAMP (1981)
 FR0376
 FR0376                         *CURRENT SURVEY CONTROL
 FR0376  ___________________________________________________________________
 FR0376* NAD 83(1986)-  35 58 47.     (N)    112 51 53.     (W)     SCALED    
 FR0376* NAVD 88     -      1840.281  (meters)    6037.66   (feet)  POSTED    
 FR0376  ___________________________________________________________________
 FR0376  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FR0376  DYNAMIC HT  -        1837.920 (meters)    6029.91  (feet)  COMP
 FR0376  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 FR0376
 FR0376  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0376
 FR0376.The horizontal coordinates were scaled from a topographic map and have
 FR0376.an estimated accuracy of +/- 6 seconds.
 FR0376
 FR0376.The orthometric height was determined by differential leveling
 FR0376.and adjusted by the  in 1992.
 FR0376.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0376.was located on a no-check spur therefore a value was not computed.
 FR0376.No vertical observational check was made to the station.
 FR0376
 FR0376.The geoid height was determined by GEOID03.
 FR0376
 FR0376.The dynamic height is computed by dividing the NAVD 88
 FR0376.geopotential number by the normal gravity value computed on the
 FR0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0376.degrees latitude (g = 980.6199 gals.).
 FR0376
 FR0376.The modeled gravity was interpolated from observed gravity values.
 FR0376
 FR0376;                    North         East    Units  Estimated Accuracy
 FR0376;SPC AZ C     -   552,680.      127,870.      MT  (+/- 180 meters Scaled)
 FR0376
 FR0376                          SUPERSEDED SURVEY CONTROL
 FR0376
 FR0376  NGVD 29 (??/??/92) 1839.386  (m)         6034.72   (f) ADJ UNCH    2 0
 FR0376
 FR0376.Superseded values are not recommended for survey control.
 FR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0376.See file dsdata.txt to determine how the superseded data were derived.
 FR0376
 FR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE318833(NAD 83)
 FR0376_MARKER: DB = BENCH MARK DISK
 FR0376_SETTING: 66 = SET IN ROCK OUTCROP
 FR0376_SP_SET: LIMESTONE OUTCROP
 FR0376_STAMPING: H 389 1968
 FR0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0376+STABILITY: POSITION/ELEVATION WELL
 FR0376
 FR0376  HISTORY     - Date     Condition        Report By
 FR0376  HISTORY     - 1968     MONUMENTED       CGS
 FR0376
 FR0376                          STATION DESCRIPTION
 FR0376
 FR0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0376'48.45 MI NE FROM PEACH SPRINGS.
 FR0376'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0376'SPRINGS, THENCE 41.2 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0376'ROAD, 0.8 MILE NORTHEAST OF A CATTLEGUARD, IN THE TOP OF A LIMESTONE
 FR0376'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 83 1/2 FEET
 FR0376'NORTHWEST OF THE CENTER LINE OF THE ROAD, 17.8 FEET NORTHWEST OF A
 FR0376'FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, AND ABOUT 4 1/2 FEET
 FR0376'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0836 ***********************************************************************
 CZ0836  DESIGNATION -  H 39
 CZ0836  PID         -  CZ0836
 CZ0836  STATE/COUNTY-  AZ/PIMA
 CZ0836  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0836
 CZ0836                         *CURRENT SURVEY CONTROL
 CZ0836  ___________________________________________________________________
 CZ0836* NAD 83(1986)-  32 10 37.     (N)    111 02 56.     (W)     SCALED    
 CZ0836* NAVD 88     -       809.64   (+/-2cm)    2656.3    (feet)  VERTCON   
 CZ0836  ___________________________________________________________________
 CZ0836  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CZ0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0836
 CZ0836.The horizontal coordinates were scaled from a topographic map and have
 CZ0836.an estimated accuracy of +/- 6 seconds.
 CZ0836
 CZ0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0836.The vertical order pertains to the NGVD 29 superseded value.
 CZ0836
 CZ0836.The geoid height was determined by GEOID03.
 CZ0836
 CZ0836;                    North         East    Units  Estimated Accuracy
 CZ0836;SPC AZ C     -   130,820.      295,190.      MT  (+/- 180 meters Scaled)
 CZ0836
 CZ0836                          SUPERSEDED SURVEY CONTROL
 CZ0836
 CZ0836  NGVD 29 (??/??/92)  808.940  (m)         2654.00   (f) ADJ UNCH    2 0
 CZ0836
 CZ0836.Superseded values are not recommended for survey control.
 CZ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0836.See file dsdata.txt to determine how the superseded data were derived.
 CZ0836
 CZ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA953600(NAD 83)
 CZ0836_MARKER: DB = BENCH MARK DISK
 CZ0836_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0836_SP_SET: OUTCROP
 CZ0836_STAMPING: H 39 1933
 CZ0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0836+STABILITY: POSITION/ELEVATION WELL
 CZ0836
 CZ0836  HISTORY     - Date     Condition        Report By
 CZ0836  HISTORY     - 1933     MONUMENTED       CGS
 CZ0836  HISTORY     - 1951     GOOD             NGS
 CZ0836  HISTORY     - 1967     MARK NOT FOUND   USGS
 CZ0836
 CZ0836                          STATION DESCRIPTION
 CZ0836
 CZ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0836'4.8 MI W FROM TUCSON.
 CZ0836'4.8 MILES WEST OF THE U.S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0836'HIGHWAY 86 (AJO-TUCSON) TO THE CREST OF ROBLES PASS, AT A T JUNCTION
 CZ0836'OF A GRAVEL ROAD LEADING SOUTH, ON THE INSIDE OF A WIDE CURVE, IN THE
 CZ0836'TOP OF THE SOUTHWEST EDGE OF A 2 BY 2 FEET OUTCROP ABOUT FLUSH WITH
 CZ0836'THE GROUND, 124.6 FEET EAST OF TELEPHONE POLE NUMBER 1425, 108 1/2
 CZ0836'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 33 FEET SOUTH OF THE
 CZ0836'CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 CZ0836'NOTE-- A CONSTRUCTION COMPANY HAVING A PIPE LINE CONTRACT THROUGH THE
 CZ0836'PASS.
 CZ0836
 CZ0836                          STATION RECOVERY (1967)
 CZ0836
 CZ0836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0584 ***********************************************************************
 FS0584  DESIGNATION -  H 391
 FS0584  PID         -  FS0584
 FS0584  STATE/COUNTY-  AZ/MOHAVE
 FS0584  USGS QUAD   -  KINGMAN (1980)
 FS0584
 FS0584                         *CURRENT SURVEY CONTROL
 FS0584  ___________________________________________________________________
 FS0584* NAD 83(1986)-  35 09 52.     (N)    114 03 50.     (W)     SCALED    
 FS0584* NAVD 88     -       954.901  (meters)    3132.87   (feet)  ADJUSTED  
 FS0584  ___________________________________________________________________
 FS0584  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FS0584  DYNAMIC HT  -         953.790 (meters)    3129.23  (feet)  COMP
 FS0584  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 FS0584
 FS0584  VERT ORDER  -  FIRST     CLASS II
 FS0584
 FS0584.The horizontal coordinates were scaled from a topographic map and have
 FS0584.an estimated accuracy of +/- 6 seconds.
 FS0584
 FS0584.The orthometric height was determined by differential leveling
 FS0584.and adjusted in June 1991.
 FS0584
 FS0584.The geoid height was determined by GEOID03.
 FS0584
 FS0584.The dynamic height is computed by dividing the NAVD 88
 FS0584.geopotential number by the normal gravity value computed on the
 FS0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0584.degrees latitude (g = 980.6199 gals.).
 FS0584
 FS0584.The modeled gravity was interpolated from observed gravity values.
 FS0584
 FS0584;                    North         East    Units  Estimated Accuracy
 FS0584;SPC AZ W     -   461,880.      184,770.      MT  (+/- 180 meters Scaled)
 FS0584
 FS0584                          SUPERSEDED SURVEY CONTROL
 FS0584
 FS0584  NGVD 29 (??/??/92)  954.130  (m)         3130.34   (f) ADJ UNCH    1 2
 FS0584
 FS0584.Superseded values are not recommended for survey control.
 FS0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0584.See file dsdata.txt to determine how the superseded data were derived.
 FS0584
 FS0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU674952(NAD 83)
 FS0584_MARKER: DB = BENCH MARK DISK
 FS0584_SETTING: 66 = SET IN ROCK OUTCROP
 FS0584_SP_SET: ROCK LEDGE
 FS0584_STAMPING: H 391 1961
 FS0584_MARK LOGO: CGS   
 FS0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0584+STABILITY: POSITION/ELEVATION WELL
 FS0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0584+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS0584
 FS0584  HISTORY     - Date     Condition        Report By
 FS0584  HISTORY     - 1961     MONUMENTED       CGS
 FS0584  HISTORY     - 1981     GOOD             NGS
 FS0584  HISTORY     - 20051020 GOOD             NGS
 FS0584
 FS0584                          STATION DESCRIPTION
 FS0584
 FS0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0584'2.3 MI SW FROM KINGMAN.
 FS0584'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 FS0584'TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN, ABOUT 0.3 MILES
 FS0584'NORTHEAST OF THE ARIZONA STATE INSPECTION STATION, AT THE
 FS0584'SOUTHWEST END OF A CURVE IN THE HIGHWAY AND ROCK CUT, SET IN THE
 FS0584'TOP OF A LARGE ROCK LEDGE, 106 FEET SOUTHEAST OF THE CENTER LINE
 FS0584'OF U.S. HIGHWAY 66, 7 FEET SOUTH OF THE FENCE, 34 FEET NORTHEAST
 FS0584'OF THE R.O.W. MARKER AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 FS0584'HIGHWAY.
 FS0584
 FS0584                          STATION RECOVERY (1981)
 FS0584
 FS0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0584'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0584'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 3.3 KM (2.05 MI) SOUTH ALONG
 FS0584'OLD US HIGHWAY 66, IN TOP OF AN OUTCROP AT THE SOUTHWEST END OF A
 FS0584'LARGE ROCK CUT BETWEEN THE HIGHWAY AND THE ATCHISON, TOPEKA AND SANTA
 FS0584'FE RAILROAD, 0.25 KM (0.15 MI) SOUTHWEST OF MILEPOST 51, 35.8 METERS
 FS0584'(117.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 72.2 METERS
 FS0584'(237 FT) NORTHWEST OF THE NORTHWEST RAIL, 2.3 METERS (7.5 FT)
 FS0584'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1.5 METERS (5 FT)
 FS0584'BELOW THE RAILS.
 FS0584'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FS0584'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 FS0584
 FS0584                          STATION RECOVERY (2005)
 FS0584
 FS0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0584'RR IS NOW BNSF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0585 ***********************************************************************
 FR0585  DESIGNATION -  H 392
 FR0585  PID         -  FR0585
 FR0585  STATE/COUNTY-  AZ/MOHAVE
 FR0585  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0585
 FR0585                         *CURRENT SURVEY CONTROL
 FR0585  ___________________________________________________________________
 FR0585* NAD 83(1986)-  35 10 06.     (N)    113 31 54.     (W)     SCALED    
 FR0585* NAVD 88     -      1325.908  (meters)    4350.08   (feet)  POSTED    
 FR0585  ___________________________________________________________________
 FR0585  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FR0585  DYNAMIC HT  -        1324.240 (meters)    4344.61  (feet)  COMP
 FR0585  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 FR0585
 FR0585  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0585
 FR0585.The horizontal coordinates were scaled from a topographic map and have
 FR0585.an estimated accuracy of +/- 6 seconds.
 FR0585
 FR0585.The orthometric height was determined by differential leveling
 FR0585.and adjusted by the  in 1992.
 FR0585.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0585.rate of 0.0 thru 1.0 mm/km.
 FR0585
 FR0585.The geoid height was determined by GEOID03.
 FR0585
 FR0585.The dynamic height is computed by dividing the NAVD 88
 FR0585.geopotential number by the normal gravity value computed on the
 FR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0585.degrees latitude (g = 980.6199 gals.).
 FR0585
 FR0585.The modeled gravity was interpolated from observed gravity values.
 FR0585
 FR0585;                    North         East    Units  Estimated Accuracy
 FR0585;SPC AZ W     -   462,290.      233,250.      MT  (+/- 180 meters Scaled)
 FR0585
 FR0585                          SUPERSEDED SURVEY CONTROL
 FR0585
 FR0585  NGVD 29 (??/??/92) 1325.074  (m)         4347.35   (f) ADJ UNCH    2 0
 FR0585
 FR0585.Superseded values are not recommended for survey control.
 FR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0585.See file dsdata.txt to determine how the superseded data were derived.
 FR0585
 FR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD694946(NAD 83)
 FR0585_MARKER: DB = BENCH MARK DISK
 FR0585_SETTING: 66 = SET IN ROCK OUTCROP
 FR0585_SP_SET: ROCK OUTCROP
 FR0585_STAMPING: H 392 1962
 FR0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0585+STABILITY: POSITION/ELEVATION WELL
 FR0585
 FR0585  HISTORY     - Date     Condition        Report By
 FR0585  HISTORY     - 1962     MONUMENTED       CGS
 FR0585  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0585  HISTORY     - 20060920 MARK NOT FOUND   EVANS
 FR0585
 FR0585                          STATION DESCRIPTION
 FR0585
 FR0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0585'35.55 MI NE FROM KINGMAN.
 FR0585'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0585'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0585'ROAD NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY
 FR0585'ROAD TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 6.45
 FR0585'MILES EAST ALONG THE DIRT ROAD, 42 FEET SOUTHEAST OF THE CENTER OF THE
 FR0585'ROAD, 6.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW
 FR0585'THE LEVEL OF THE ROAD, AND SET IN TOP OF A 3 BY 3 FOOT ROCK OUTCROP
 FR0585'ABOUT FLUSH WITH THE GROUND.
 FR0585
 FR0585                          STATION RECOVERY (1968)
 FR0585
 FR0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0585'MARK NOT FOUND.
 FR0585
 FR0585                          STATION RECOVERY (2006)
 FR0585
 FR0585'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (BSF)
 FR0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0460 ***********************************************************************
 FR0460  DESIGNATION -  H 393
 FR0460  PID         -  FR0460
 FR0460  STATE/COUNTY-  AZ/YAVAPAI
 FR0460  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0460
 FR0460                         *CURRENT SURVEY CONTROL
 FR0460  ___________________________________________________________________
 FR0460* NAD 83(1986)-  35 16 17.     (N)    113 08 22.     (W)     SCALED    
 FR0460* NAVD 88     -      1640.491  (meters)    5382.18   (feet)  POSTED    
 FR0460  ___________________________________________________________________
 FR0460  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FR0460  DYNAMIC HT  -        1638.310 (meters)    5375.02  (feet)  COMP
 FR0460  MODELED GRAV-     979,244.6   (mgal)                       NAVD 88
 FR0460
 FR0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0460
 FR0460.The horizontal coordinates were scaled from a topographic map and have
 FR0460.an estimated accuracy of +/- 6 seconds.
 FR0460
 FR0460.The orthometric height was determined by differential leveling
 FR0460.and adjusted by the  in 1992.
 FR0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0460.rate of 0.0 thru 1.0 mm/km.
 FR0460
 FR0460.The geoid height was determined by GEOID03.
 FR0460
 FR0460.The dynamic height is computed by dividing the NAVD 88
 FR0460.geopotential number by the normal gravity value computed on the
 FR0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0460.degrees latitude (g = 980.6199 gals.).
 FR0460
 FR0460.The modeled gravity was interpolated from observed gravity values.
 FR0460
 FR0460;                    North         East    Units  Estimated Accuracy
 FR0460;SPC AZ C     -   474,370.      102,110.      MT  (+/- 180 meters Scaled)
 FR0460
 FR0460                          SUPERSEDED SURVEY CONTROL
 FR0460
 FR0460  NGVD 29 (??/??/92) 1639.577  (m)         5379.18   (f) ADJ UNCH    2 0
 FR0460
 FR0460.Superseded values are not recommended for survey control.
 FR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0460.See file dsdata.txt to determine how the superseded data were derived.
 FR0460
 FR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE054052(NAD 83)
 FR0460_MARKER: DB = BENCH MARK DISK
 FR0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0460_STAMPING: H 393 1962
 FR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0460+STABILITY: SURFACE MOTION
 FR0460
 FR0460  HISTORY     - Date     Condition        Report By
 FR0460  HISTORY     - 1962     MONUMENTED       CGS
 FR0460
 FR0460                          STATION DESCRIPTION
 FR0460
 FR0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0460'17.0 MI W FROM SELIGMAN.
 FR0460'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0460'ITS STATION AT SELIGMAN, THENCE 14.0 MILES WEST ALONG A GRAVEL ROAD,
 FR0460'78 PACES SOUTHWEST OF A TELEPHONE POLE NO. 15970, 52 FEET SOUTH OF THE
 FR0460'ROAD, 3.7 FEET SOUTH OF A METAL WITNESS POST, AND IS ABOUT 2 FEET
 FR0460'ABOVE THE LEVEL OF THE ROAD, AND IS SET IN TOP OF A CONCRETE POST
 FR0460'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0232 ***********************************************************************
 FR0232  DESIGNATION -  H 394
 FR0232  PID         -  FR0232
 FR0232  STATE/COUNTY-  AZ/YAVAPAI
 FR0232  USGS QUAD   -  CROOKTON (1973)
 FR0232
 FR0232                         *CURRENT SURVEY CONTROL
 FR0232  ___________________________________________________________________
 FR0232* NAD 83(1986)-  35 16 29.     (N)    112 41 21.     (W)     SCALED    
 FR0232* NAVD 88     -      1694.047  (meters)    5557.89   (feet)  ADJUSTED  
 FR0232  ___________________________________________________________________
 FR0232  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 FR0232  DYNAMIC HT  -        1691.761 (meters)    5550.39  (feet)  COMP
 FR0232  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 FR0232
 FR0232  VERT ORDER  -  FIRST     CLASS II
 FR0232
 FR0232.The horizontal coordinates were scaled from a topographic map and have
 FR0232.an estimated accuracy of +/- 6 seconds.
 FR0232
 FR0232.The orthometric height was determined by differential leveling
 FR0232.and adjusted in June 1991.
 FR0232
 FR0232.The geoid height was determined by GEOID03.
 FR0232
 FR0232.The dynamic height is computed by dividing the NAVD 88
 FR0232.geopotential number by the normal gravity value computed on the
 FR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0232.degrees latitude (g = 980.6199 gals.).
 FR0232
 FR0232.The modeled gravity was interpolated from observed gravity values.
 FR0232
 FR0232;                    North         East    Units  Estimated Accuracy
 FR0232;SPC AZ C     -   474,320.      143,080.      MT  (+/- 180 meters Scaled)
 FR0232
 FR0232                          SUPERSEDED SURVEY CONTROL
 FR0232
 FR0232  NGVD 29 (??/??/92) 1693.099  (m)         5554.78   (f) ADJ UNCH    1 2
 FR0232
 FR0232.Superseded values are not recommended for survey control.
 FR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0232.See file dsdata.txt to determine how the superseded data were derived.
 FR0232
 FR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE463048(NAD 83)
 FR0232_MARKER: DB = BENCH MARK DISK
 FR0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0232_STAMPING: H 394
 FR0232_MARK LOGO: CGS   
 FR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0232+STABILITY: SURFACE MOTION
 FR0232
 FR0232  HISTORY     - Date     Condition        Report By
 FR0232  HISTORY     - UNK      MONUMENTED       CGS
 FR0232  HISTORY     - 1962     GOOD             NGS
 FR0232  HISTORY     - 1982     GOOD             NGS
 FR0232
 FR0232                          STATION DESCRIPTION
 FR0232
 FR0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0232'11.5 MI E FROM SELIGMAN.
 FR0232'11.5 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0232'SANTA FE RAILWAY STATION AT SELIGMAN, ABOUT 1.1 MILES EAST DOWN A
 FR0232'RATHER STEEP GRADE FROM THE SUMMIT OF A RIDGE, 97 FEET SOUTH OF U.S.
 FR0232'HIGHWAY 66, 2.7 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A METAL
 FR0232'WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 FR0232'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK MAY ALSO
 FR0232'BE REACHED FROM THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY STATION AT
 FR0232'ASH FORK BY GOING 12.5 MILES WEST ALONG U.S. HIGHWAY 66.
 FR0232
 FR0232                          STATION RECOVERY (1982)
 FR0232
 FR0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0444 ***********************************************************************
 DV0444  DESIGNATION -  H 395
 DV0444  PID         -  DV0444
 DV0444  STATE/COUNTY-  AZ/MARICOPA
 DV0444  USGS QUAD   -  TOLLESON (1982)
 DV0444
 DV0444                         *CURRENT SURVEY CONTROL
 DV0444  ___________________________________________________________________
 DV0444* NAD 83(2007)-  33 24 22.55185(N)    112 19 25.09018(W)     ADJUSTED  
 DV0444* NAVD 88     -       286.216  (meters)     939.03   (feet)  ADJUSTED  
 DV0444  ___________________________________________________________________
 DV0444  EPOCH DATE  -        2007.00
 DV0444  X           -  -2,024,540.924 (meters)                     COMP
 DV0444  Y           -  -4,930,546.274 (meters)                     COMP
 DV0444  Z           -   3,491,801.044 (meters)                     COMP
 DV0444  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DV0444  ELLIP HEIGHT-         255.918 (meters)          (02/10/07) ADJUSTED
 DV0444  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV0444  DYNAMIC HT  -         285.889 (meters)     937.95  (feet)  COMP
 DV0444
 DV0444  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0444  Type    PID    Designation                      North   East  Ellip
 DV0444  -------------------------------------------------------------------
 DV0444  NETWORK DV0444 H 395                             0.76   0.69   1.10
 DV0444  -------------------------------------------------------------------
 DV0444  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 DV0444
 DV0444  VERT ORDER  -  FIRST     CLASS II
 DV0444
 DV0444.The horizontal coordinates were established by GPS observations
 DV0444.and adjusted by the National Geodetic Survey in February 2007.
 DV0444
 DV0444.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0444.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0444.The horizontal coordinates are valid at the epoch date displayed above.
 DV0444.The epoch date for horizontal control is a decimal equivalence
 DV0444.of Year/Month/Day.
 DV0444
 DV0444.The orthometric height was determined by differential leveling
 DV0444.and adjusted in November 1993.
 DV0444
 DV0444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0444
 DV0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0444
 DV0444.The ellipsoidal height was determined by GPS observations
 DV0444.and is referenced to NAD 83.
 DV0444
 DV0444.The geoid height was determined by GEOID03.
 DV0444
 DV0444.The dynamic height is computed by dividing the NAVD 88
 DV0444.geopotential number by the normal gravity value computed on the
 DV0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0444.degrees latitude (g = 980.6199 gals.).
 DV0444
 DV0444.The modeled gravity was interpolated from observed gravity values.
 DV0444
 DV0444;                    North         East     Units Scale Factor Converg.
 DV0444;SPC AZ C     -   266,879.059   175,506.311   MT  0.99991766   -0 13 26.6
 DV0444;SPC AZ C     -   875,587.46    575,808.11   iFT  0.99991766   -0 13 26.6
 DV0444;UTM  12      - 3,697,109.769   376,916.868   MT  0.99978678   -0 43 43.9
 DV0444
 DV0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0444!SPC AZ C     -   0.99995982  x   0.99991766  =   0.99987749
 DV0444!UTM  12      -   0.99995982  x   0.99978678  =   0.99974661
 DV0444
 DV0444                          SUPERSEDED SURVEY CONTROL
 DV0444
 DV0444  NAD 83(1992)-  33 24 22.55114(N)    112 19 25.08960(W) AD(       ) B
 DV0444  ELLIP H (04/12/01)  255.941  (m)                       GP(       ) 3 2
 DV0444  NAVD 88 (04/12/01)  286.22   (m)          939.0    (f) LEVELING    3  
 DV0444  NGVD 29 (??/??/92)  285.550  (m)          936.84   (f) ADJ UNCH    1 2
 DV0444
 DV0444.Superseded values are not recommended for survey control.
 DV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0444.See file dsdata.txt to determine how the superseded data were derived.
 DV0444
 DV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7691797110(NAD 83)
 DV0444_MARKER: DB = BENCH MARK DISK
 DV0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0444_SP_SET: CONCRETE POST
 DV0444_STAMPING: H 395 1962
 DV0444_MARK LOGO: CGS   
 DV0444_PROJECTION: PROJECTING 10 CENTIMETERS
 DV0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0444+STABILITY: SURFACE MOTION
 DV0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0444+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DV0444
 DV0444  HISTORY     - Date     Condition        Report By
 DV0444  HISTORY     - 1962     MONUMENTED       CGS
 DV0444  HISTORY     - 19920316 GOOD             NGS
 DV0444  HISTORY     - 20000308 GOOD             MCDOT
 DV0444  HISTORY     - 20040819 GOOD             DEWDAV
 DV0444  HISTORY     - 20060602 GOOD             EVANS
 DV0444  HISTORY     - 20061101 GOOD             EVANS
 DV0444
 DV0444                          STATION DESCRIPTION
 DV0444
 DV0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0444'3.4 MI SW FROM CASHION.
 DV0444'0.4 MILE WEST ALONG HY. 80 FROM THE POST OFFICE AT CASHION, THENCE 2
 DV0444'MILES SOUTH ALONG SOUTH 115TH AVENUE, THENCE 1 MILE WEST ALONG WEST
 DV0444'BROADWAY TO THE JUNCTION OF A FIELD RD. AND THE MARK.  THE MARK IS A
 DV0444'STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, 3 FT.
 DV0444'EAST OF A WITNESS POST, 26 FT. NORTH OF THE CENTER OF BROADWAY, 56 FT.
 DV0444'WEST OF THE CENTER OF A FIELD RD, 1.0 FT. SOUTH OF A FENCELINE, 20 FT.
 DV0444'WEST OF THE CENTER OF A FIELD ENTRANCE RD, 5 FT. NORTHEAST OF A
 DV0444'MULBERRY TREE, ABOUT LEVEL WITH BROADWAY.
 DV0444
 DV0444                          STATION RECOVERY (1992)
 DV0444
 DV0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0444'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0444'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV0444'91ST AVENUE, THENCE 6.4 KM (3.95 MI) WESTERLY ALONG WEST BROADWAY
 DV0444'ROAD, 31.5 M (103.3 FT) WEST OF THE CENTERLINE OF EL MIRAGE ROAD,
 DV0444'12.1 M (39.7 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, 11.2 M
 DV0444'(36.7 FT) WEST OF THE WEST EDGE OF AN IRRIGATION DITCH, 0.9 M (3.0
 DV0444'FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF THE NORTH EDGE OF
 DV0444'AN IRRIGATION DITCH, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 DV0444'THE GROUND SURFACE.
 DV0444
 DV0444                          STATION RECOVERY (2000)
 DV0444
 DV0444'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0444'RECOVERED AS DESCRIBED.
 DV0444
 DV0444                          STATION RECOVERY (2004)
 DV0444
 DV0444'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 DV0444'RECOVERED IN GOOD CONDITION.
 DV0444
 DV0444                          STATION RECOVERY (2006)
 DV0444
 DV0444'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JT)
 DV0444'RECOVERED AS DESCRIBED
 DV0444
 DV0444                          STATION RECOVERY (2006)
 DV0444
 DV0444'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 DV0444'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1119 ***********************************************************************
 DV1119  DESIGNATION -  H 396 17
 DV1119  PID         -  DV1119
 DV1119  STATE/COUNTY-  AZ/LA PAZ
 DV1119  USGS QUAD   -  HOPE (1990)
 DV1119
 DV1119                         *CURRENT SURVEY CONTROL
 DV1119  ___________________________________________________________________
 DV1119* NAD 83(1986)-  33 37 34.     (N)    113 43 59.     (W)     SCALED    
 DV1119* NAVD 88     -       369.24   (+/-2cm)    1211.4    (feet)  VERTCON   
 DV1119  ___________________________________________________________________
 DV1119  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1119
 DV1119.The horizontal coordinates were scaled from a topographic map and have
 DV1119.an estimated accuracy of +/- 6 seconds.
 DV1119
 DV1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1119.The vertical order pertains to the NGVD 29 superseded value.
 DV1119
 DV1119.The geoid height was determined by GEOID03.
 DV1119
 DV1119;                    North         East    Units  Estimated Accuracy
 DV1119;SPC AZ W     -   291,200.      214,930.      MT  (+/- 180 meters Scaled)
 DV1119
 DV1119                          SUPERSEDED SURVEY CONTROL
 DV1119
 DV1119  NGVD 29 (??/??/92)  368.574  (m)         1209.23   (f) ADJ UNCH    2 0
 DV1119
 DV1119.Superseded values are not recommended for survey control.
 DV1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1119.See file dsdata.txt to determine how the superseded data were derived.
 DV1119
 DV1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC464240(NAD 83)
 DV1119_MARKER: DB = BENCH MARK DISK
 DV1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1119_STAMPING: H 396 17 1962
 DV1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1119+STABILITY: SURFACE MOTION
 DV1119
 DV1119  HISTORY     - Date     Condition        Report By
 DV1119  HISTORY     - 1962     MONUMENTED       CGS
 DV1119  HISTORY     - 19870224 GOOD             USGS
 DV1119
 DV1119                          STATION DESCRIPTION
 DV1119
 DV1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1119'11.7 MI SW FROM HOPE.
 DV1119'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1119'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1119'2.0 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1119'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.1 FEET NORTHWEST
 DV1119'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1119'6 INCHES.
 DV1119
 DV1119                          STATION RECOVERY (1987)
 DV1119
 DV1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0297 ***********************************************************************
 CG0297  DESIGNATION -  H 399
 CG0297  PID         -  CG0297
 CG0297  STATE/COUNTY-  AZ/PIMA
 CG0297  USGS QUAD   -  GREEN VALLEY (1981)
 CG0297
 CG0297                         *CURRENT SURVEY CONTROL
 CG0297  ___________________________________________________________________
 CG0297* NAD 83(1986)-  31 51 06.     (N)    110 58 30.     (W)     SCALED    
 CG0297* NAVD 88     -       874.032  (meters)    2867.55   (feet)  ADJUSTED  
 CG0297  ___________________________________________________________________
 CG0297  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0297  DYNAMIC HT  -         872.761 (meters)    2863.38  (feet)  COMP
 CG0297  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 CG0297
 CG0297  VERT ORDER  -  FIRST     CLASS II
 CG0297
 CG0297.The horizontal coordinates were scaled from a topographic map and have
 CG0297.an estimated accuracy of +/- 6 seconds.
 CG0297
 CG0297.The orthometric height was determined by differential leveling
 CG0297.and adjusted in June 1991.
 CG0297
 CG0297.The geoid height was determined by GEOID03.
 CG0297
 CG0297.The dynamic height is computed by dividing the NAVD 88
 CG0297.geopotential number by the normal gravity value computed on the
 CG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0297.degrees latitude (g = 980.6199 gals.).
 CG0297
 CG0297.The modeled gravity was interpolated from observed gravity values.
 CG0297
 CG0297;                    North         East    Units  Estimated Accuracy
 CG0297;SPC AZ C     -    94,810.      302,480.      MT  (+/- 180 meters Scaled)
 CG0297
 CG0297                          SUPERSEDED SURVEY CONTROL
 CG0297
 CG0297  NGVD 29 (??/??/92)  873.305  (m)         2865.17   (f) ADJ UNCH    1 2
 CG0297
 CG0297.Superseded values are not recommended for survey control.
 CG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0297.See file dsdata.txt to determine how the superseded data were derived.
 CG0297
 CG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA023239(NAD 83)
 CG0297_MARKER: DB = BENCH MARK DISK
 CG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0297_STAMPING: H 399 1962
 CG0297_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0297+STABILITY: SURFACE MOTION
 CG0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0297+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0297
 CG0297  HISTORY     - Date     Condition        Report By
 CG0297  HISTORY     - 1962     MONUMENTED       CGS
 CG0297  HISTORY     - 1980     GOOD             NGS
 CG0297  HISTORY     - 19950319 GOOD             USPSQD
 CG0297  HISTORY     - 20020414 GOOD             USPSQD
 CG0297  HISTORY     - 20060316 GOOD             USPSQD
 CG0297
 CG0297                          STATION DESCRIPTION
 CG0297
 CG0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0297'IN CONTINENTAL.
 CG0297'THE MARK IS 110 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AT
 CG0297'INTERSECTION WITH RAILROAD, 28.5 FEET WEST OF THE CENTERLINE OF OILED
 CG0297'ROAD, 24 FEET EAST OF THE EAST RAIL OF THE RAILROAD, AND 2 FEET SOUTH
 CG0297'OF A METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A CYLINDRICAL
 CG0297'CONCRETE POST WHICH PROJECTS 1 INCH AND IS ABOUT 3 FEET HIGHER THAN
 CG0297'THE RAILROAD.
 CG0297
 CG0297                          STATION RECOVERY (1980)
 CG0297
 CG0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0297'IN CONTINENTAL, AT THE CROSSING OF THE SOUTHERN PACIFIC RAIL-
 CG0297'ROAD AND WHITE HOUSE CANYON ROAD, AT THE NORTH END OF THE
 CG0297'CONTINENTAL RAILROAD SIDING, 33.5 METERS (110 FEET) SOUTHEAST
 CG0297'THE INTERSECTION OF THE CENTERLINE OF THE ROAD AND THE EAST RAIL,
 CG0297'7.2 METERS (23.7 FEET) EAST OF THE EAST RAIL, 9.3 METERS (30.5
 CG0297'FEET) SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 CG0297'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CG0297'THE MARK IS 1.7 M ABOVE THE RAILS.
 CG0297
 CG0297                          STATION RECOVERY (1995)
 CG0297
 CG0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0297'RECOVERED IN GOOD CONDITION.
 CG0297
 CG0297                          STATION RECOVERY (2002)
 CG0297
 CG0297'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0297'RECOVERED IN GOOD CONDITION.
 CG0297
 CG0297                          STATION RECOVERY (2006)
 CG0297
 CG0297'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0297'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0085 ***********************************************************************
 CZ0085  DESIGNATION -  H 4
 CZ0085  PID         -  CZ0085
 CZ0085  STATE/COUNTY-  AZ/PIMA
 CZ0085  USGS QUAD   -  TUCSON SE (1992)
 CZ0085
 CZ0085                         *CURRENT SURVEY CONTROL
 CZ0085  ___________________________________________________________________
 CZ0085* NAD 83(1986)-  32 05 43.     (N)    110 45 55.     (W)     SCALED    
 CZ0085* NAVD 88     -       918.17   (+/-2cm)    3012.4    (feet)  VERTCON   
 CZ0085  ___________________________________________________________________
 CZ0085  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CZ0085  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0085
 CZ0085.The horizontal coordinates were scaled from a topographic map and have
 CZ0085.an estimated accuracy of +/- 6 seconds.
 CZ0085
 CZ0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0085.The vertical order pertains to the NGVD 29 superseded value.
 CZ0085
 CZ0085.The geoid height was determined by GEOID03.
 CZ0085
 CZ0085;                    North         East    Units  Estimated Accuracy
 CZ0085;SPC AZ C     -   122,010.      322,040.      MT  (+/- 180 meters Scaled)
 CZ0085
 CZ0085                          SUPERSEDED SURVEY CONTROL
 CZ0085
 CZ0085  NGVD 29 (??/??/92)  917.475  (m)         3010.08   (f) ADJ UNCH    1 2
 CZ0085
 CZ0085.Superseded values are not recommended for survey control.
 CZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0085.See file dsdata.txt to determine how the superseded data were derived.
 CZ0085
 CZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA221510(NAD 83)
 CZ0085_MARKER: DD = SURVEY DISK
 CZ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0085_STAMPING: H 4 3010 1946
 CZ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0085+STABILITY: SURFACE MOTION
 CZ0085
 CZ0085  HISTORY     - Date     Condition        Report By
 CZ0085  HISTORY     - 1946     MONUMENTED       USGS
 CZ0085  HISTORY     - 1952     GOOD             NGS
 CZ0085  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 CZ0085
 CZ0085                          STATION DESCRIPTION
 CZ0085
 CZ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0085'6.7 MI NW FROM VAIL.
 CZ0085'5.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0085'THE STATION AT VAIL, THENCE 0.2 MILE NORTH ACROSS COUNTRY TO A POWER
 CZ0085'LINE, THENCE 1.3 MILES NORTHEAST ALONG A COUNTY GRADED ROAD, 0.2 MILE
 CZ0085'NORTHWEST OF ESMOND, AT A LARGE IRON GATE, ABOUT 65 YARDS NORTHEAST OF
 CZ0085'A RAILROAD CROSSING, 13 FEET SOUTHEAST OF A FENCE POST WITH THE
 CZ0085'PAINTED NUMBERS 3010-3, 1.6 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL
 CZ0085'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CZ0085'GROUND.
 CZ0085
 CZ0085                          STATION RECOVERY (2006)
 CZ0085
 CZ0085'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0085'MARKER WAS SEARCHED FOR BUT NOT RECOVERED. FENCE POST WITH PAINTED
 CZ0085'NUMBERS NO LONGER PRESENT. RAILROAD TRACKS NO LONGER PRESENT. ROAD IN
 CZ0085'REFERENCE IS NO LONGER PRESENT. LARGE IRON GATE IS NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0019 ***********************************************************************
 ES0019  DESIGNATION -  H 4
 ES0019  PID         -  ES0019
 ES0019  STATE/COUNTY-  AZ/NAVAJO
 ES0019  USGS QUAD   -  HOLBROOK (1986)
 ES0019
 ES0019                         *CURRENT SURVEY CONTROL
 ES0019  ___________________________________________________________________
 ES0019* NAD 83(1986)-  34 54 12.     (N)    110 12 16.     (W)     SCALED    
 ES0019* NAVD 88     -      1543.064  (meters)    5062.54   (feet)  ADJUSTED  
 ES0019  ___________________________________________________________________
 ES0019  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0019  DYNAMIC HT  -        1540.953 (meters)    5055.61  (feet)  COMP
 ES0019  MODELED GRAV-     979,213.4   (mgal)                       NAVD 88
 ES0019
 ES0019  VERT ORDER  -  FIRST     CLASS II
 ES0019
 ES0019.The horizontal coordinates were scaled from a topographic map and have
 ES0019.an estimated accuracy of +/- 6 seconds.
 ES0019
 ES0019.The orthometric height was determined by differential leveling
 ES0019.and adjusted in June 1991.
 ES0019
 ES0019.The geoid height was determined by GEOID03.
 ES0019
 ES0019.The dynamic height is computed by dividing the NAVD 88
 ES0019.geopotential number by the normal gravity value computed on the
 ES0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0019.degrees latitude (g = 980.6199 gals.).
 ES0019
 ES0019.The modeled gravity was interpolated from observed gravity values.
 ES0019
 ES0019;                    North         East    Units  Estimated Accuracy
 ES0019;SPC AZ E     -   432,850.      209,910.      MT  (+/- 180 meters Scaled)
 ES0019
 ES0019                          SUPERSEDED SURVEY CONTROL
 ES0019
 ES0019  NGVD 29 (??/??/92) 1542.252  (m)         5059.87   (f) ADJ UNCH    1 2
 ES0019
 ES0019.Superseded values are not recommended for survey control.
 ES0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0019.See file dsdata.txt to determine how the superseded data were derived.
 ES0019
 ES0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD726626(NAD 83)
 ES0019_MARKER: B = BOLT
 ES0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0019_SP_SET: ABUTMENT
 ES0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0019
 ES0019  HISTORY     - Date     Condition        Report By
 ES0019  HISTORY     - UNK      MONUMENTED       CGS
 ES0019  HISTORY     - 1956     GOOD             NGS
 ES0019  HISTORY     - 1959     GOOD             NGS
 ES0019
 ES0019                          STATION DESCRIPTION
 ES0019
 ES0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ES0019'2.5 MI W FROM HOLBROOK.
 ES0019'2-1/2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ES0019'THE STATION AT HOLBROOK, NAVAJO COUNTY, 8 POLES EAST OF MILEPOST 256,
 ES0019'AT STEEL GIRDER BRIDGE A 256, IN THE NORTH END OF THE WEST ABUTMENT,
 ES0019'IN THE FIRST STONE BELOW THE COPING, 1 FOOT FROM THE FACE, AND 22
 ES0019'INCHES FROM THE END.  A COPPER BOLT, SURROUNDED BY THE LETTERS USBM.
 ES0019
 ES0019                          STATION RECOVERY (1959)
 ES0019
 ES0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1237 ***********************************************************************
 CY1237  DESIGNATION -  H 4
 CY1237  PID         -  CY1237
 CY1237  STATE/COUNTY-  AZ/GRAHAM
 CY1237  USGS QUAD   -  FORT GRANT (1972)
 CY1237
 CY1237                         *CURRENT SURVEY CONTROL
 CY1237  ___________________________________________________________________
 CY1237* NAD 83(1992)-  32 32 36.91594(N)    109 58 24.91330(W)     ADJUSTED  
 CY1237* NAVD 88     -      1361.10   (+/-2cm)    4465.5    (feet)  VERTCON   
 CY1237  ___________________________________________________________________
 CY1237  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 CY1237  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY1237  HORZ ORDER  -  SECOND
 CY1237  VERT ORDER  -  THIRD ? (See Below)
 CY1237
 CY1237.The horizontal coordinates were established by classical geodetic methods
 CY1237.and adjusted by the National Geodetic Survey in August 1993.
 CY1237
 CY1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1237.The vertical order pertains to the NGVD 29 superseded value.
 CY1237
 CY1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1237
 CY1237.The geoid height was determined by GEOID03.
 CY1237
 CY1237;                    North         East     Units Scale Factor Converg.
 CY1237;SPC AZ E     -   171,156.738   231,494.443   MT  0.99990405   +0 06 13.9
 CY1237;SPC AZ E     -   561,537.85    759,496.20   iFT  0.99990405   +0 06 13.9
 CY1237;UTM  12      - 3,601,155.298   596,376.036   MT  0.99971453   +0 33 07.9
 CY1237
 CY1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1237!SPC AZ E     -   0.99979054  x   0.99990405  =   0.99969461
 CY1237!UTM  12      -   0.99979054  x   0.99971453  =   0.99950513
 CY1237
 CY1237:                Primary Azimuth Mark                     Grid Az
 CY1237:SPC AZ E     -  TRIANG PT NO 26 CAIRN                    057 09 41.7
 CY1237:UTM  12      -  TRIANG PT NO 26 CAIRN                    056 42 47.7
 CY1237
 CY1237|---------------------------------------------------------------------|
 CY1237| PID    Reference Object                     Distance      Geod. Az  |
 CY1237|                                                           dddmmss.s |
 CY1237| CY1238 TRIANG PT NO 26 CAIRN               APPROX. 7.8 KM 0571555.6 |
 CY1237| CC6640 H 4 AZ MK                                          1795216.0 |
 CY1237| CC6641 H 4 RM 1                             23.473 METERS 18155     |
 CY1237| CC6642 H 4 RM 2                             23.453 METERS 25749     |
 CY1237|---------------------------------------------------------------------|
 CY1237
 CY1237                          SUPERSEDED SURVEY CONTROL
 CY1237
 CY1237  NAD 83(1986)-  32 32 36.91199(N)    109 58 24.91153(W) AD(       ) 2
 CY1237  NAD 27      -  32 32 36.65700(N)    109 58 22.63900(W) AD(       ) 2
 CY1237  NGVD 29 (07/19/86) 1360.33   (m)         4463.0    (f) LEVELING    3  
 CY1237
 CY1237.Superseded values are not recommended for survey control.
 CY1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1237.See file dsdata.txt to determine how the superseded data were derived.
 CY1237
 CY1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9637601155(NAD 83)
 CY1237_MARKER: DD = SURVEY DISK
 CY1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1237
 CY1237  HISTORY     - Date     Condition        Report By
 CY1237  HISTORY     - 1946     MONUMENTED       USGS
 CY1237  HISTORY     - 1973     GOOD             NGS
 CY1237
 CY1237                          STATION DESCRIPTION
 CY1237
 CY1237'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CY1237'THE STATION IS 3-1/2 MILES, AIRLINE, S OF BONITA AND 22 MILES
 CY1237'NNW OF WILLCOX.
 CY1237'
 CY1237'TO REACH FROM THE GENERAL STORE IN BONITA, GO S TOWARD WILLCOX
 CY1237'FOR 0.3 MILE TO A FORK.  HERE TAKE THE LEFT FORK AND GO 2
 CY1237'MILES TO A CATTLE GUARD.  CONTINUE FOR 1 MILE TO THE WITNESS
 CY1237'POST AND THE STATION ON THE RIGHT.
 CY1237'
 CY1237'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 CY1237'DISK, STAMPED H 4 4463 1939, SET IN A SQUARE CONCRETE POST
 CY1237'PROJECTING 5 INCHES.  THERE IS A 4- BY 4-INCH WOOD POST
 CY1237'RIGHT NEXT TO THE STATION POST ON THE NW SIDE WITH A SHEET-METAL
 CY1237'STRIP ATTACHED AND STAMPED 4463.1 H 4 1939.  THE STATION
 CY1237'IS 16 FEET S OF THE WITNESS POST AND 38 FEET W OF THE CENTER
 CY1237'OF THE WILLCOX-BONITA ROAD.
 CY1237'
 CY1237'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED H 4 USGS
 CY1237'BM NO 1 1946, AND SET IN A SQUARE CONCRETE POST PROJECTING
 CY1237'4 INCHES.  IT IS AT ABOUT THE SAME LEVEL AS THE STATION AND
 CY1237'40 FEET W OF THE CENTER OF THE WILLCOX-BONITA ROAD.  THE MARK
 CY1237'IS S OF THE STATION.
 CY1237'
 CY1237'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED H 4
 CY1237'USGS BM NO 2 1946, AND SET IN A SQUARE CONCRETE POST PROJECTING
 CY1237'4 INCHES.  IT IS AT ABOUT THE SAME LEVEL AS THE STATION.  THE
 CY1237'MARK IS WSW OF THE STATION.
 CY1237'
 CY1237'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED H 4 USGS BM
 CY1237'1946, AND SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 CY1237'IT IS 3.9 FEET N OF THE WITNESS POST AND 31-1/2 FEET W OF
 CY1237'THE CENTER OF THE WILLCOX-BONITA ROAD.  IT IS 0.35 MILE S
 CY1237'OF THE STATION.
 CY1237'
 CY1237'HEIGHT OF LIGHT ABOVE STATION MARK - 3.4 METERS.
 CY1237
 CY1237                          STATION RECOVERY (1973)
 CY1237
 CY1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CY1237'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 CY1237'AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS BROKEN OFF
 CY1237'ABOUT 1 FOOT BELOW THE GROUND SURFACE AND THE DISK WAS NOT
 CY1237'RECOVERED.  A NEW STATION AND UNDERGROUND STATION WAS SET ON
 CY1237'THE ORIGINAL POSITION.  IT WAS NOTED THAT ANGLES TO THE
 CY1237'REFERENCE MARKS CHECK VERY CLOSE TO THE 1946 OBSERVATIONS,
 CY1237'THE DISTANCE TO THE REFERENCE MARKS CHECK ABOUT 0.05 FOOT.
 CY1237'
 CY1237'THE STATION MARK IS A STANDARD DISK STAMPED, H 4 USGS 1946
 CY1237'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 CY1237'PROJECTS ABOUT 1 FOOT.  IT IS 36 FEET WEST OF THE CENTER OF THE
 CY1237'GRADED ROAD AND 1 FOOT WEST OF A WITNESS POST AND SIGN.
 CY1237'
 CY1237'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, H 4 USGS BM
 CY1237'NO 1 1946.  IT IS SET IN TOP OF A 8 INCH CONCRETE MONUMENT
 CY1237'WHICH PROJECTS 1-1/2 INCHES.  77 FEET SOUTH OF THE WITNESS
 CY1237'POST AND 36 FEET WEST OF THE CENTER OF THE GRADED ROAD.
 CY1237'
 CY1237'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, H 4 USGS BM NO
 CY1237'2 1946.  IT IS SET IN TOP OF A 8 INCH CONCRETE MONUMENT WHICH
 CY1237'PROJECTS 2 INCHES.  IT IS 120 FEET WEST OF THE CENTER OF THE
 CY1237'GRADED ROAD AND 77 FEET WEST OF THE WITNESS POST.
 CY1237'
 CY1237'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, H 4 USGS BM 1946.
 CY1237'IT IS SET IN TOP OF A 8 INCH CONCRETE MONUMENT WHICH PROJECTS
 CY1237'2 INCHES.  IT IS 0.35 MILE SOUTH OF THE STATION ON THE TOP
 CY1237'OF A LOW RISE.  31 FEET WEST OF THE CENTER OF THE GRADED ROAD
 CY1237'AND 4 FEET NORTH OF A WITNESS POST.
 CY1237'
 CY1237'THE ROUTE TO THE STATION REMAINS UNCHANGED.
 CY1237'
 CY1237'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1237'
 CY1237'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 CY1237'SOUTH OF BONITA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0248 ***********************************************************************
 CY0248  DESIGNATION -  H 40
 CY0248  PID         -  CY0248
 CY0248  STATE/COUNTY-  AZ/GREENLEE
 CY0248  USGS QUAD   -  GUTHRIE (1986)
 CY0248
 CY0248                         *CURRENT SURVEY CONTROL
 CY0248  ___________________________________________________________________
 CY0248* NAD 83(1986)-  32 56 27.     (N)    109 19 46.     (W)     SCALED    
 CY0248* NAVD 88     -      1268.170  (meters)    4160.65   (feet)  ADJUSTED  
 CY0248  ___________________________________________________________________
 CY0248  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CY0248  DYNAMIC HT  -        1266.338 (meters)    4154.64  (feet)  COMP
 CY0248  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 CY0248
 CY0248  VERT ORDER  -  SECOND    CLASS 0
 CY0248
 CY0248.The horizontal coordinates were scaled from a topographic map and have
 CY0248.an estimated accuracy of +/- 6 seconds.
 CY0248
 CY0248.The orthometric height was determined by differential leveling
 CY0248.and adjusted in June 1991.
 CY0248
 CY0248.The geoid height was determined by GEOID03.
 CY0248
 CY0248.The dynamic height is computed by dividing the NAVD 88
 CY0248.geopotential number by the normal gravity value computed on the
 CY0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0248.degrees latitude (g = 980.6199 gals.).
 CY0248
 CY0248.The modeled gravity was interpolated from observed gravity values.
 CY0248
 CY0248;                    North         East    Units  Estimated Accuracy
 CY0248;SPC AZ E     -   215,500.      291,650.      MT  (+/- 180 meters Scaled)
 CY0248
 CY0248                          SUPERSEDED SURVEY CONTROL
 CY0248
 CY0248  NGVD 29 (??/??/92) 1267.455  (m)         4158.31   (f) ADJ UNCH    2 0
 CY0248
 CY0248.Superseded values are not recommended for survey control.
 CY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0248.See file dsdata.txt to determine how the superseded data were derived.
 CY0248
 CY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB561459(NAD 83)
 CY0248_MARKER: DB = BENCH MARK DISK
 CY0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0248_STAMPING: H 40 1934
 CY0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0248+STABILITY: SURFACE MOTION
 CY0248
 CY0248  HISTORY     - Date     Condition        Report By
 CY0248  HISTORY     - 1934     MONUMENTED       CGS
 CY0248
 CY0248                          STATION DESCRIPTION
 CY0248
 CY0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0248'14.7 MI S FROM CLIFTON.
 CY0248'14.7 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 3.1
 CY0248'MILES SOUTH WEST OF GILA RIVER BRIDGE, ON LARGE ROCKY FLAT, ABOUT 120
 CY0248'FT. NORTH EAST OF CURVE SIGN, AND 64 FT. EAST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0005 ***********************************************************************
 GP0005  DESIGNATION -  H 401
 GP0005  PID         -  GP0005
 GP0005  STATE/COUNTY-  AZ/NAVAJO
 GP0005  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0005
 GP0005                         *CURRENT SURVEY CONTROL
 GP0005  ___________________________________________________________________
 GP0005* NAD 83(1986)-  36 57 51.     (N)    110 12 08.     (W)     SCALED    
 GP0005* NAVD 88     -      1595.001  (meters)    5232.93   (feet)  ADJUSTED  
 GP0005  ___________________________________________________________________
 GP0005  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 GP0005  DYNAMIC HT  -        1593.166 (meters)    5226.91  (feet)  COMP
 GP0005  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 GP0005
 GP0005  VERT ORDER  -  FIRST     CLASS II
 GP0005
 GP0005.The horizontal coordinates were scaled from a topographic map and have
 GP0005.an estimated accuracy of +/- 6 seconds.
 GP0005
 GP0005.The orthometric height was determined by differential leveling
 GP0005.and adjusted in June 1991.
 GP0005
 GP0005.The geoid height was determined by GEOID03.
 GP0005
 GP0005.The dynamic height is computed by dividing the NAVD 88
 GP0005.geopotential number by the normal gravity value computed on the
 GP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0005.degrees latitude (g = 980.6199 gals.).
 GP0005
 GP0005.The modeled gravity was interpolated from observed gravity values.
 GP0005
 GP0005;                    North         East    Units  Estimated Accuracy
 GP0005;SPC AZ E     -   661,490.      210,190.      MT  (+/- 180 meters Scaled)
 GP0005
 GP0005                          SUPERSEDED SURVEY CONTROL
 GP0005
 GP0005  NGVD 29 (??/??/92) 1594.100  (m)         5229.98   (f) ADJ UNCH    1 2
 GP0005
 GP0005.Superseded values are not recommended for survey control.
 GP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0005.See file dsdata.txt to determine how the superseded data were derived.
 GP0005
 GP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF710911(NAD 83)
 GP0005_MARKER: DB = BENCH MARK DISK
 GP0005_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0005_SP_SET: 16 FT
 GP0005_STAMPING: H 401 1962
 GP0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0005
 GP0005  HISTORY     - Date     Condition        Report By
 GP0005  HISTORY     - 1962     MONUMENTED       CGS
 GP0005  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0005  HISTORY     - 19851216 MARK NOT FOUND   USGS
 GP0005
 GP0005                          STATION DESCRIPTION
 GP0005
 GP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0005'5.25 MI S FROM GOULDING TR POST, UT.
 GP0005'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0005'UTAH.  THENCE 3.3 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0005'STATE HIGHWAY 64, 0.9 MILE NORTH OF A TRACK ROAD LEADING TO OLJETO
 GP0005'TRADING POST, 88 FEET EAST OF THE CENTERLINE OF HIGHWAY 64, 1 FOOT
 GP0005'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GP0005'HIGHWAY, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 GP0005'DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 GP0005'PROJECTING 8 INCHES.
 GP0005
 GP0005                          STATION RECOVERY (1983)
 GP0005
 GP0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0005'MARK NOT FOUND.
 GP0005
 GP0005                          STATION RECOVERY (1985)
 GP0005
 GP0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1265 ***********************************************************************
 DU1265  DESIGNATION -  H 403
 DU1265  PID         -  DU1265
 DU1265  STATE/COUNTY-  AZ/GILA
 DU1265  USGS QUAD   -  GLOBE (1982)
 DU1265
 DU1265                         *CURRENT SURVEY CONTROL
 DU1265  ___________________________________________________________________
 DU1265* NAD 83(1986)-  33 29 33.     (N)    110 51 30.     (W)     SCALED    
 DU1265* NAVD 88     -       934.487  (meters)    3065.90   (feet)  ADJUSTED  
 DU1265  ___________________________________________________________________
 DU1265  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1265  DYNAMIC HT  -         933.243 (meters)    3061.81  (feet)  COMP
 DU1265  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 DU1265
 DU1265  VERT ORDER  -  FIRST     CLASS II
 DU1265
 DU1265.The horizontal coordinates were scaled from a topographic map and have
 DU1265.an estimated accuracy of +/- 6 seconds.
 DU1265
 DU1265.The orthometric height was determined by differential leveling
 DU1265.and adjusted in June 1991.
 DU1265
 DU1265.The geoid height was determined by GEOID03.
 DU1265
 DU1265.The dynamic height is computed by dividing the NAVD 88
 DU1265.geopotential number by the normal gravity value computed on the
 DU1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1265.degrees latitude (g = 980.6199 gals.).
 DU1265
 DU1265.The modeled gravity was interpolated from observed gravity values.
 DU1265
 DU1265;                    North         East    Units  Estimated Accuracy
 DU1265;SPC AZ E     -   276,580.      149,090.      MT  (+/- 180 meters Scaled)
 DU1265
 DU1265                          SUPERSEDED SURVEY CONTROL
 DU1265
 DU1265.No superseded survey control is available for this station.
 DU1265
 DU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC131058(NAD 83)
 DU1265_MARKER: DB = BENCH MARK DISK
 DU1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1265_SP_SET: STAINLESS STEEL ROD
 DU1265_STAMPING: H 403 1979
 DU1265_PROJECTION: FLUSH
 DU1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1265_ROD/PIPE-DEPTH: 7.32 meters
 DU1265
 DU1265  HISTORY     - Date     Condition        Report By
 DU1265  HISTORY     - 1979     MONUMENTED       NGS
 DU1265  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1265
 DU1265                          STATION DESCRIPTION
 DU1265
 DU1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1265'10.6 MI NW FROM GLOBE.
 DU1265'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1265'COURTHOUSE IN GLOBE, THENCE 5.95 MILES NORTH ALONG STATE HIGHWAY
 DU1265'88 (APACHE TRAIL), 186.5 FEET NORTH OF MILE MARKER 267, 91.1 FEET
 DU1265'WEST AND ACROSS THE HIGHWAY FROM A UTILITY POLE, 42.6 FEET WEST
 DU1265'OF THE CENTERLINE OF THE HIGHWAY, 54.8 FEET SOUTH OF THE CENTER
 DU1265'OF A DRIVEWAY LEADING WEST AND 1.6 FEET EAST OF A FENCE. ACCESS TO
 DU1265'THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1265'THE MARK IS 1.9 FT  NW FROM A WITNESS POST.
 DU1265'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1265
 DU1265                          STATION RECOVERY (2005)
 DU1265
 DU1265'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0301 ***********************************************************************
 GP0301  DESIGNATION -  H 403
 GP0301  PID         -  GP0301
 GP0301  STATE/COUNTY-  AZ/COCONINO
 GP0301  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0301
 GP0301                         *CURRENT SURVEY CONTROL
 GP0301  ___________________________________________________________________
 GP0301* NAD 83(1986)-  36 40 54.     (N)    111 36 54.     (W)     SCALED    
 GP0301* NAVD 88     -      1852.967  (meters)    6079.28   (feet)  ADJUSTED  
 GP0301  ___________________________________________________________________
 GP0301  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 GP0301  DYNAMIC HT  -        1850.715 (meters)    6071.89  (feet)  COMP
 GP0301  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 GP0301
 GP0301  VERT ORDER  -  FIRST     CLASS II
 GP0301
 GP0301.The horizontal coordinates were scaled from a topographic map and have
 GP0301.an estimated accuracy of +/- 6 seconds.
 GP0301
 GP0301.The orthometric height was determined by differential leveling
 GP0301.and adjusted in June 1991.
 GP0301
 GP0301.The geoid height was determined by GEOID03.
 GP0301
 GP0301.The dynamic height is computed by dividing the NAVD 88
 GP0301.geopotential number by the normal gravity value computed on the
 GP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0301.degrees latitude (g = 980.6199 gals.).
 GP0301
 GP0301.The modeled gravity was interpolated from observed gravity values.
 GP0301
 GP0301;                    North         East    Units  Estimated Accuracy
 GP0301;SPC AZ C     -   630,190.      240,320.      MT  (+/- 180 meters Scaled)
 GP0301
 GP0301                          SUPERSEDED SURVEY CONTROL
 GP0301
 GP0301  NGVD 29 (??/??/92) 1851.984  (m)         6076.05   (f) ADJ UNCH    1 2
 GP0301
 GP0301.Superseded values are not recommended for survey control.
 GP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0301.See file dsdata.txt to determine how the superseded data were derived.
 GP0301
 GP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF450597(NAD 83)
 GP0301_MARKER: DB = BENCH MARK DISK
 GP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0301_STAMPING: H 403 1962
 GP0301_MARK LOGO: CGS   
 GP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0301+STABILITY: SURFACE MOTION
 GP0301
 GP0301  HISTORY     - Date     Condition        Report By
 GP0301  HISTORY     - 1962     MONUMENTED       CGS
 GP0301  HISTORY     - 1983     GOOD             NGS
 GP0301
 GP0301                          STATION DESCRIPTION
 GP0301
 GP0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0301'5.1 MI NE FROM BITTER SPRINGS.
 GP0301'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0301'STATION AT BITTER SPRINGS.  THENCE 4.9 MILES NORTHEAST ALONG U.S.
 GP0301'HIGHWAY 89 LEADING TO PAGE, 0.3 MILE SOUTH-SOUTHWEST OF A TELEPHONE
 GP0301'LINE WHICH CROSSES THE HIGHWAY, 0.2 MILE SOUTH-SOUTHWEST OF HIGHWAY
 GP0301'MILEPOST NUMBER 529, 109 FEET EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY
 GP0301'FROM A LONE 17-INCH CEDAR TREE, 54 FEET EAST-SOUTHEAST OF THE
 GP0301'CENTERLINE OF THE HIGHWAY, 2.5 FEET EAST OF A METAL WITNESS POST,
 GP0301'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0301'CONCRETE POST PROJECTING 5 INCHES.
 GP0301
 GP0301                          STATION RECOVERY (1983)
 GP0301
 GP0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0301'RECOVERED IN GOOD CONDITION.  ADD--14.9 METERS (49 FT) NORTHWEST OF
 GP0301'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1289 ***********************************************************************
 DU1289  DESIGNATION -  H 404
 DU1289  PID         -  DU1289
 DU1289  STATE/COUNTY-  AZ/GILA
 DU1289  USGS QUAD   -  WINDY HILL (1978)
 DU1289
 DU1289                         *CURRENT SURVEY CONTROL
 DU1289  ___________________________________________________________________
 DU1289* NAD 83(1986)-  33 39 08.     (N)    111 06 08.     (W)     SCALED    
 DU1289* NAVD 88     -       733.942  (meters)    2407.94   (feet)  ADJUSTED  
 DU1289  ___________________________________________________________________
 DU1289  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1289  DYNAMIC HT  -         732.993 (meters)    2404.83  (feet)  COMP
 DU1289  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 DU1289
 DU1289  VERT ORDER  -  FIRST     CLASS II
 DU1289
 DU1289.The horizontal coordinates were scaled from a topographic map and have
 DU1289.an estimated accuracy of +/- 6 seconds.
 DU1289
 DU1289.The orthometric height was determined by differential leveling
 DU1289.and adjusted in June 1991.
 DU1289
 DU1289.The geoid height was determined by GEOID03.
 DU1289
 DU1289.The dynamic height is computed by dividing the NAVD 88
 DU1289.geopotential number by the normal gravity value computed on the
 DU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1289.degrees latitude (g = 980.6199 gals.).
 DU1289
 DU1289.The modeled gravity was interpolated from observed gravity values.
 DU1289
 DU1289;                    North         East    Units  Estimated Accuracy
 DU1289;SPC AZ E     -   294,480.      126,590.      MT  (+/- 180 meters Scaled)
 DU1289
 DU1289                          SUPERSEDED SURVEY CONTROL
 DU1289
 DU1289.No superseded survey control is available for this station.
 DU1289
 DU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC905236(NAD 83)
 DU1289_MARKER: DB = BENCH MARK DISK
 DU1289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1289_SP_SET: STAINLESS STEEL ROD
 DU1289_STAMPING: H 404 1979
 DU1289_PROJECTION: FLUSH
 DU1289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1289+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1289_ROD/PIPE-DEPTH: 4.88 meters
 DU1289
 DU1289  HISTORY     - Date     Condition        Report By
 DU1289  HISTORY     - 1979     MONUMENTED       NGS
 DU1289  HISTORY     - 19980701 GOOD             AZDT
 DU1289  HISTORY     - 20040328 GOOD             USPSQD
 DU1289  HISTORY     - 20050529 GOOD             USPSQD
 DU1289  HISTORY     - 20070506 GOOD             GEOCAC
 DU1289
 DU1289                          STATION DESCRIPTION
 DU1289
 DU1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1289'2.3 MI SE FROM ROOSEVELT.
 DU1289'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM THE
 DU1289'POST OFFICE IN ROOSEVELT, 98 FEET SOUTH-SOUTHWEST OF
 DU1289'THE CENTERLINE OF THE HIGHWAY, 66.2 FEET EAST OF A STEEL POWER LINE
 DU1289'TOWER SOUTH-SOUTHEAST LEG, 44.9 FEET SOUTHEAST OF A POWER LINE SUPPORT
 DU1289'POLE AND 1.8 FEET NORTH-NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS
 DU1289'REACHED AT 16 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 DU1289'PLUG.
 DU1289'THE MARK IS 1.6 FT  NNW FROM A WITNESS POST.
 DU1289'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1289
 DU1289                          STATION RECOVERY (1998)
 DU1289
 DU1289'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1289'RECOVERED AS DESCRIBED.
 DU1289
 DU1289                          STATION RECOVERY (2004)
 DU1289
 DU1289'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1289'RECOVERED AS DESCRIBED.
 DU1289
 DU1289                          STATION RECOVERY (2005)
 DU1289
 DU1289'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1289'RECOVERED AS DESCRIBED.
 DU1289
 DU1289                          STATION RECOVERY (2007)
 DU1289
 DU1289'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0209 ***********************************************************************
 GP0209  DESIGNATION -  H 404
 GP0209  PID         -  GP0209
 GP0209  STATE/COUNTY-  AZ/COCONINO
 GP0209  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0209
 GP0209                         *CURRENT SURVEY CONTROL
 GP0209  ___________________________________________________________________
 GP0209* NAD 83(1986)-  36 42 18.     (N)    111 39 24.     (W)     SCALED    
 GP0209* NAVD 88     -      1373.381  (meters)    4505.83   (feet)  POSTED    
 GP0209  ___________________________________________________________________
 GP0209  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 GP0209  DYNAMIC HT  -        1371.750 (meters)    4500.48  (feet)  COMP
 GP0209  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 GP0209
 GP0209  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0209
 GP0209.The horizontal coordinates were scaled from a topographic map and have
 GP0209.an estimated accuracy of +/- 6 seconds.
 GP0209
 GP0209.The orthometric height was determined by differential leveling
 GP0209.and adjusted by the  in 1992.
 GP0209.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0209.rate of 2.1 thru 3.0 mm/km.
 GP0209
 GP0209.The geoid height was determined by GEOID03.
 GP0209
 GP0209.The dynamic height is computed by dividing the NAVD 88
 GP0209.geopotential number by the normal gravity value computed on the
 GP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0209.degrees latitude (g = 980.6199 gals.).
 GP0209
 GP0209.The modeled gravity was interpolated from observed gravity values.
 GP0209
 GP0209;                    North         East    Units  Estimated Accuracy
 GP0209;SPC AZ C     -   632,770.      236,590.      MT  (+/- 180 meters Scaled)
 GP0209
 GP0209                          SUPERSEDED SURVEY CONTROL
 GP0209
 GP0209  NGVD 29 (??/??/92) 1372.45   (m)         4502.8    (f) COMPUTED    1 2
 GP0209
 GP0209.Superseded values are not recommended for survey control.
 GP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0209.See file dsdata.txt to determine how the superseded data were derived.
 GP0209
 GP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF413623(NAD 83)
 GP0209_MARKER: DB = BENCH MARK DISK
 GP0209_SETTING: 66 = SET IN ROCK OUTCROP
 GP0209_SP_SET: ROCK OUTCROP
 GP0209_STAMPING: H 404 1962
 GP0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0209+STABILITY: POSITION/ELEVATION WELL
 GP0209
 GP0209  HISTORY     - Date     Condition        Report By
 GP0209  HISTORY     - 1962     MONUMENTED       CGS
 GP0209  HISTORY     - 1978     GOOD             USGS
 GP0209
 GP0209                          STATION DESCRIPTION
 GP0209
 GP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0209'4.8 MI N FROM BITTER SPRINGS.
 GP0209'ABOUT 4.8 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0209'STATION AT BITTER SPRINGS, 0.1 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0209'529, ON THE EAST RIM OF A DEEP ROCKY WASH, 169 FEET WEST OF THE
 GP0209'CENTERLINE OF THE HIGHWAY, 67 FEET WEST OF A METAL WITNESS POST, 6.0
 GP0209'FEET SOUTH-SOUTHEAST OF A ROCK CAIRN, ABOUT 6 FEET BELOW THE LEVEL OF
 GP0209'THE HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP.
 GP0209
 GP0209                          STATION RECOVERY (1978)
 GP0209
 GP0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0209'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0209'SPRING, 5.0 MILES N. OF ALONG ALT 89. CHEVRON SERVICE STATION HAS
 GP0209'BEEN REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1190 ***********************************************************************
 DU1190  DESIGNATION -  H 405
 DU1190  PID         -  DU1190
 DU1190  STATE/COUNTY-  AZ/GILA
 DU1190  USGS QUAD   -  CHROME BUTTE (1966)
 DU1190
 DU1190                         *CURRENT SURVEY CONTROL
 DU1190  ___________________________________________________________________
 DU1190* NAD 83(2007)-  33 35 43.40766(N)    110 38 24.79064(W)     ADJUSTED  
 DU1190* NAVD 88     -      1306.953  (meters)    4287.90   (feet)  ADJUSTED  
 DU1190  ___________________________________________________________________
 DU1190  EPOCH DATE  -        2007.00
 DU1190  X           -  -1,875,042.251 (meters)                     COMP
 DU1190  Y           -  -4,977,856.468 (meters)                     COMP
 DU1190  Z           -   3,509,860.685 (meters)                     COMP
 DU1190  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 DU1190  ELLIP HEIGHT-        1280.560 (meters)          (02/10/07) ADJUSTED
 DU1190  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DU1190  DYNAMIC HT  -        1305.134 (meters)    4281.93  (feet)  COMP
 DU1190
 DU1190  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1190  Type    PID    Designation                      North   East  Ellip
 DU1190  -------------------------------------------------------------------
 DU1190  NETWORK DU1190 H 405                             0.90   0.73   2.78
 DU1190  -------------------------------------------------------------------
 DU1190  MODELED GRAV-     979,199.8   (mgal)                       NAVD 88
 DU1190
 DU1190  VERT ORDER  -  FIRST     CLASS II
 DU1190
 DU1190.The horizontal coordinates were established by GPS observations
 DU1190.and adjusted by the National Geodetic Survey in February 2007.
 DU1190
 DU1190.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1190.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1190.The horizontal coordinates are valid at the epoch date displayed above.
 DU1190.The epoch date for horizontal control is a decimal equivalence
 DU1190.of Year/Month/Day.
 DU1190
 DU1190.The orthometric height was determined by differential leveling
 DU1190.and adjusted in June 1991.
 DU1190
 DU1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1190
 DU1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1190
 DU1190.The ellipsoidal height was determined by GPS observations
 DU1190.and is referenced to NAD 83.
 DU1190
 DU1190.The geoid height was determined by GEOID03.
 DU1190
 DU1190.The dynamic height is computed by dividing the NAVD 88
 DU1190.geopotential number by the normal gravity value computed on the
 DU1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1190.degrees latitude (g = 980.6199 gals.).
 DU1190
 DU1190.The modeled gravity was interpolated from observed gravity values.
 DU1190
 DU1190;                    North         East     Units Scale Factor Converg.
 DU1190;SPC AZ E     -   287,880.121   169,408.780   MT  0.99992381   -0 15 43.3
 DU1190;SPC AZ E     -   944,488.59    555,803.08   iFT  0.99992381   -0 15 43.3
 DU1190;UTM  12      - 3,717,353.204   533,381.721   MT  0.99961374   +0 11 56.7
 DU1190
 DU1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1190!SPC AZ E     -   0.99979900  x   0.99992381  =   0.99972283
 DU1190!UTM  12      -   0.99979900  x   0.99961374  =   0.99941282
 DU1190
 DU1190                          SUPERSEDED SURVEY CONTROL
 DU1190
 DU1190  NAD 83(1992)-  33 35 43.40750(N)    110 38 24.79029(W) AD(       ) B
 DU1190  ELLIP H (08/22/05) 1280.571  (m)                       GP(       ) 4 2
 DU1190  NAVD 88 (08/22/05) 1306.95   (m)         4287.9    (f) LEVELING    3  
 DU1190
 DU1190.Superseded values are not recommended for survey control.
 DU1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1190.See file dsdata.txt to determine how the superseded data were derived.
 DU1190
 DU1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3338217353(NAD 83)
 DU1190_MARKER: DD = SURVEY DISK
 DU1190_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1190+WITH SETTING: INFORMATION.
 DU1190_SP_SET: SHALLOW SET METAL ROD
 DU1190_STAMPING: H 405 1979
 DU1190_MARK LOGO: NGS   
 DU1190_PROJECTION: FLUSH
 DU1190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1190+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU1190_ROD/PIPE-DEPTH: 1.52 meters
 DU1190
 DU1190  HISTORY     - Date     Condition        Report By
 DU1190  HISTORY     - 1979     MONUMENTED       NGS
 DU1190  HISTORY     - 20040401 GOOD             AZ-007
 DU1190
 DU1190                          STATION DESCRIPTION
 DU1190
 DU1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1190'17.8 MI NE FROM GLOBE.
 DU1190'17.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1190'COURTHOUSE IN GLOBE, 43.3 FEET WEST-SOUTHWEST FROM THE CENTERLINE
 DU1190'OF THE HIGHWAY, 221.5 FEET NORTHEAST OF TRIANGULATION STATION
 DU1190'HWY 60 1938.  NOTE=REFUSAL WAS REACHED AT 5 FEET.  ACCESS TO THE DISK
 DU1190'IS THROUGH A 4 INCH SCREW PLUG.
 DU1190'THE MARK IS 2.3 FT  N FROM A WITNESS POST.
 DU1190'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1190
 DU1190                          STATION RECOVERY (2004)
 DU1190
 DU1190'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0270 ***********************************************************************
 GP0270  DESIGNATION -  H 405
 GP0270  PID         -  GP0270
 GP0270  STATE/COUNTY-  AZ/COCONINO
 GP0270  USGS QUAD   -  FERRY SWALE (1985)
 GP0270
 GP0270                         *CURRENT SURVEY CONTROL
 GP0270  ___________________________________________________________________
 GP0270* NAD 83(1986)-  36 59 28.     (N)    111 33 43.     (W)     SCALED    
 GP0270* NAVD 88     -      1258.277  (meters)    4128.20   (feet)  ADJUSTED  
 GP0270  ___________________________________________________________________
 GP0270  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0270  DYNAMIC HT  -        1256.860 (meters)    4123.55  (feet)  COMP
 GP0270  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 GP0270
 GP0270  VERT ORDER  -  FIRST     CLASS II
 GP0270
 GP0270.The horizontal coordinates were scaled from a topographic map and have
 GP0270.an estimated accuracy of +/- 6 seconds.
 GP0270
 GP0270.The orthometric height was determined by differential leveling
 GP0270.and adjusted in June 1991.
 GP0270
 GP0270.The geoid height was determined by GEOID03.
 GP0270
 GP0270.The dynamic height is computed by dividing the NAVD 88
 GP0270.geopotential number by the normal gravity value computed on the
 GP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0270.degrees latitude (g = 980.6199 gals.).
 GP0270
 GP0270.The modeled gravity was interpolated from observed gravity values.
 GP0270
 GP0270;                    North         East    Units  Estimated Accuracy
 GP0270;SPC AZ C     -   664,540.      244,940.      MT  (+/- 180 meters Scaled)
 GP0270
 GP0270                          SUPERSEDED SURVEY CONTROL
 GP0270
 GP0270  NGVD 29 (??/??/92) 1257.373  (m)         4125.23   (f) ADJ UNCH    1 2
 GP0270
 GP0270.Superseded values are not recommended for survey control.
 GP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0270.See file dsdata.txt to determine how the superseded data were derived.
 GP0270
 GP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF499940(NAD 83)
 GP0270_MARKER: DB = BENCH MARK DISK
 GP0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0270_STAMPING: H 405 1962
 GP0270_MARK LOGO: CGS   
 GP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0270+STABILITY: SURFACE MOTION
 GP0270
 GP0270  HISTORY     - Date     Condition        Report By
 GP0270  HISTORY     - 1962     MONUMENTED       CGS
 GP0270  HISTORY     - 1973     GOOD             NGS
 GP0270  HISTORY     - 1983     GOOD             NGS
 GP0270
 GP0270                          STATION DESCRIPTION
 GP0270
 GP0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0270'6.6 MI NW FROM PAGE.
 GP0270'ABOUT 6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0270'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.2  MILE WEST OF
 GP0270'MILEPOST NUMBER 556, 98 FEET NORTHWEST OF THE CENTERLINE OF THE
 GP0270'HIGHWAY, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 GP0270'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0270'PROJECTING 3 INCHES.
 GP0270
 GP0270                          STATION RECOVERY (1973)
 GP0270
 GP0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GP0270'RECOVERED IN GOOD CONDITION.
 GP0270
 GP0270                          STATION RECOVERY (1983)
 GP0270
 GP0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0442 ***********************************************************************
 DT0442  DESIGNATION -  H 406
 DT0442  PID         -  DT0442
 DT0442  STATE/COUNTY-  AZ/NAVAJO
 DT0442  USGS QUAD   -  WHITERIVER (1984)
 DT0442
 DT0442                         *CURRENT SURVEY CONTROL
 DT0442  ___________________________________________________________________
 DT0442* NAD 83(1986)-  33 49 28.     (N)    109 58 36.     (W)     SCALED    
 DT0442* NAVD 88     -      1577.153  (meters)    5174.38   (feet)  ADJUSTED  
 DT0442  ___________________________________________________________________
 DT0442  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 DT0442  DYNAMIC HT  -        1574.854 (meters)    5166.83  (feet)  COMP
 DT0442  MODELED GRAV-     979,123.7   (mgal)                       NAVD 88
 DT0442
 DT0442  VERT ORDER  -  FIRST     CLASS II
 DT0442
 DT0442.The horizontal coordinates were scaled from a topographic map and have
 DT0442.an estimated accuracy of +/- 6 seconds.
 DT0442
 DT0442.The orthometric height was determined by differential leveling
 DT0442.and adjusted in June 1991.
 DT0442
 DT0442.The geoid height was determined by GEOID03.
 DT0442
 DT0442.The dynamic height is computed by dividing the NAVD 88
 DT0442.geopotential number by the normal gravity value computed on the
 DT0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0442.degrees latitude (g = 980.6199 gals.).
 DT0442
 DT0442.The modeled gravity was interpolated from observed gravity values.
 DT0442
 DT0442;                    North         East    Units  Estimated Accuracy
 DT0442;SPC AZ E     -   313,200.      230,950.      MT  (+/- 180 meters Scaled)
 DT0442
 DT0442                          SUPERSEDED SURVEY CONTROL
 DT0442
 DT0442.No superseded survey control is available for this station.
 DT0442
 DT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC946431(NAD 83)
 DT0442_MARKER: DB = BENCH MARK DISK
 DT0442_SETTING: 66 = SET IN ROCK OUTCROP
 DT0442_SP_SET: ROCK OUTCROP
 DT0442_STAMPING: H 406 1979
 DT0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0442+STABILITY: POSITION/ELEVATION WELL
 DT0442
 DT0442  HISTORY     - Date     Condition        Report By
 DT0442  HISTORY     - 1979     MONUMENTED       NGS
 DT0442
 DT0442                          STATION DESCRIPTION
 DT0442
 DT0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0442'1.1 MI SW FROM WHITERIVER.
 DT0442'1.1 MILE SOUTHWESTERLY ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0442'HEADQUARTERS IN WHITERIVER, 195 FEET EAST OF AND ACROSS THE HIGHWAY
 DT0442'FROM THE SOUTHEAST CORNER OF A 5-FOOT CHAIN LINK FENCE, 57.4 FEET
 DT0442'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.2 FEET NORTHWEST OF
 DT0442'A BARBED WIRE FENCE.
 DT0442'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 DT0442'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1223 ***********************************************************************
 DU1223  DESIGNATION -  H 407
 DU1223  PID         -  DU1223
 DU1223  STATE/COUNTY-  AZ/GILA
 DU1223  USGS QUAD   -  CARRIZO (1978)
 DU1223
 DU1223                         *CURRENT SURVEY CONTROL
 DU1223  ___________________________________________________________________
 DU1223* NAD 83(1986)-  33 55 23.     (N)    110 21 32.     (W)     SCALED    
 DU1223* NAVD 88     -      1808.870  (meters)    5934.60   (feet)  ADJUSTED  
 DU1223  ___________________________________________________________________
 DU1223  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 DU1223  DYNAMIC HT  -        1806.291 (meters)    5926.14  (feet)  COMP
 DU1223  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 DU1223
 DU1223  VERT ORDER  -  FIRST     CLASS II
 DU1223
 DU1223.The horizontal coordinates were scaled from a topographic map and have
 DU1223.an estimated accuracy of +/- 6 seconds.
 DU1223
 DU1223.The orthometric height was determined by differential leveling
 DU1223.and adjusted in June 1991.
 DU1223
 DU1223.The geoid height was determined by GEOID03.
 DU1223
 DU1223.The dynamic height is computed by dividing the NAVD 88
 DU1223.geopotential number by the normal gravity value computed on the
 DU1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1223.degrees latitude (g = 980.6199 gals.).
 DU1223
 DU1223.The modeled gravity was interpolated from observed gravity values.
 DU1223
 DU1223;                    North         East    Units  Estimated Accuracy
 DU1223;SPC AZ E     -   324,140.      195,590.      MT  (+/- 180 meters Scaled)
 DU1223
 DU1223                          SUPERSEDED SURVEY CONTROL
 DU1223
 DU1223.No superseded survey control is available for this station.
 DU1223
 DU1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC592538(NAD 83)
 DU1223_MARKER: DB = BENCH MARK DISK
 DU1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1223_SP_SET: STAINLESS STEEL ROD
 DU1223_STAMPING: H 407 1979
 DU1223_PROJECTION: FLUSH
 DU1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1223_ROD/PIPE-DEPTH: 4.27 meters
 DU1223
 DU1223  HISTORY     - Date     Condition        Report By
 DU1223  HISTORY     - 1979     MONUMENTED       NGS
 DU1223
 DU1223                          STATION DESCRIPTION
 DU1223
 DU1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1223'52.5 MI NE FROM GLOBE.
 DU1223'14.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1223'IN THE SALT RIVER CANYON, 24.7 FEET SOUTHEAST OF THE CENTERLINE OF
 DU1223'THE HIGHWAY AND 4.8 FEET NORTH OF THE SOUTH END OF A GUARD RAIL.
 DU1223'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE
 DU1223'GILA COUNTY COURTHOUSE IN GLOBE.  REFUSAL WAS REACHED AT 14 FEET.
 DU1223'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1223'THE MARK IS 1.9 FT  N FROM A WITNESS POST.
 DU1223'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0456 ***********************************************************************
 DT0456  DESIGNATION -  H 408
 DT0456  PID         -  DT0456
 DT0456  STATE/COUNTY-  AZ/NAVAJO
 DT0456  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0456
 DT0456                         *CURRENT SURVEY CONTROL
 DT0456  ___________________________________________________________________
 DT0456* NAD 83(1986)-  33 58 55.     (N)    109 54 58.     (W)     SCALED    
 DT0456* NAVD 88     -      1847.054  (meters)    6059.88   (feet)  ADJUSTED  
 DT0456  ___________________________________________________________________
 DT0456  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 DT0456  DYNAMIC HT  -        1844.294 (meters)    6050.82  (feet)  COMP
 DT0456  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 DT0456
 DT0456  VERT ORDER  -  FIRST     CLASS II
 DT0456
 DT0456.The horizontal coordinates were scaled from a topographic map and have
 DT0456.an estimated accuracy of +/- 6 seconds.
 DT0456
 DT0456.The orthometric height was determined by differential leveling
 DT0456.and adjusted in June 1991.
 DT0456
 DT0456.The geoid height was determined by GEOID03.
 DT0456
 DT0456.The dynamic height is computed by dividing the NAVD 88
 DT0456.geopotential number by the normal gravity value computed on the
 DT0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0456.degrees latitude (g = 980.6199 gals.).
 DT0456
 DT0456.The modeled gravity was interpolated from observed gravity values.
 DT0456
 DT0456;                    North         East    Units  Estimated Accuracy
 DT0456;SPC AZ E     -   330,680.      236,510.      MT  (+/- 180 meters Scaled)
 DT0456
 DT0456                          SUPERSEDED SURVEY CONTROL
 DT0456
 DT0456.No superseded survey control is available for this station.
 DT0456
 DT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC001606(NAD 83)
 DT0456_MARKER: DB = BENCH MARK DISK
 DT0456_SETTING: 66 = SET IN ROCK OUTCROP
 DT0456_SP_SET: ROCK OUTCROP
 DT0456_STAMPING: H 408 1979
 DT0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0456+STABILITY: POSITION/ELEVATION WELL
 DT0456
 DT0456  HISTORY     - Date     Condition        Report By
 DT0456  HISTORY     - 1979     MONUMENTED       NGS
 DT0456
 DT0456                          STATION DESCRIPTION
 DT0456
 DT0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0456'10.9 MI SW FROM MCNARY.
 DT0456'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 DT0456'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 7.55 MILES
 DT0456'SOUTH ALONG STATE HIGHWAY 73, 0.1 MILE SOUTH OF HIGHWAY MILE MARKER
 DT0456'351, ALSO, 10.75 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE
 DT0456'TRIBAL HEADQUARTERS IN WHITERIVER, 77.3 FEET EAST OF THE CENTERLINE
 DT0456'OF THE HIGHWAY, 59.3 FEET NORTH OF UTILITY POLE 1253 3 AND 17.8
 DT0456'FEET SOUTH OF A 24-INCH PINE TREE.
 DT0456'THE MARK IS 2.1 FT  NW FROM A WITNESS POST.
 DT0456'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0469 ***********************************************************************
 DT0469  DESIGNATION -  H 409
 DT0469  PID         -  DT0469
 DT0469  STATE/COUNTY-  AZ/APACHE
 DT0469  USGS QUAD   -  NUTRIOSO (1991)
 DT0469
 DT0469                         *CURRENT SURVEY CONTROL
 DT0469  ___________________________________________________________________
 DT0469* NAD 83(1986)-  33 53 16.     (N)    109 09 28.     (W)     SCALED    
 DT0469* NAVD 88     -      2558.009  (meters)    8392.40   (feet)  ADJUSTED  
 DT0469  ___________________________________________________________________
 DT0469  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 DT0469  DYNAMIC HT  -        2553.778 (meters)    8378.52  (feet)  COMP
 DT0469  MODELED GRAV-     978,889.3   (mgal)                       NAVD 88
 DT0469
 DT0469  VERT ORDER  -  FIRST     CLASS II
 DT0469
 DT0469.The horizontal coordinates were scaled from a topographic map and have
 DT0469.an estimated accuracy of +/- 6 seconds.
 DT0469
 DT0469.The orthometric height was determined by differential leveling
 DT0469.and adjusted in June 1991.
 DT0469
 DT0469.The geoid height was determined by GEOID03.
 DT0469
 DT0469.The dynamic height is computed by dividing the NAVD 88
 DT0469.geopotential number by the normal gravity value computed on the
 DT0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0469.degrees latitude (g = 980.6199 gals.).
 DT0469
 DT0469.The modeled gravity was interpolated from observed gravity values.
 DT0469
 DT0469;                    North         East    Units  Estimated Accuracy
 DT0469;SPC AZ E     -   320,670.      306,680.      MT  (+/- 180 meters Scaled)
 DT0469
 DT0469                          SUPERSEDED SURVEY CONTROL
 DT0469
 DT0469.No superseded survey control is available for this station.
 DT0469
 DT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC703512(NAD 83)
 DT0469_MARKER: I = METAL ROD
 DT0469_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0469+WITH SETTING: INFORMATION.
 DT0469_SP_SET: SHALLOW SET METAL ROD
 DT0469_STAMPING: H 409 1980
 DT0469_PROJECTION: FLUSH
 DT0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0469_ROD/PIPE-DEPTH: 1.8  meters
 DT0469
 DT0469  HISTORY     - Date     Condition        Report By
 DT0469  HISTORY     - 1980     MONUMENTED       NGS
 DT0469  HISTORY     - 1990     GOOD             USPSQD
 DT0469  HISTORY     - 20050729 GOOD             USPSQD
 DT0469
 DT0469                          STATION DESCRIPTION
 DT0469
 DT0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0469'5.6 KM NW FROM ALPINE.
 DT0469'5.6 KM (3.5 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0469'POST OFFICE IN ALPINE, 0.6 KM (0.4 MI) NORTHWEST OF A SIDE
 DT0469'ROAD LEADING NORTHEAST, 0,2 KM (0.1 MI) NORTHWEST OF MILE
 DT0469'POST 423, 30.0 METERS (98.4 FT) WEST OF THE CENTERLINE OF THE
 DT0469'HIGHWAY AND 0.5 METERS (1.6 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS
 DT0469'REACHED AT 1.8 METERS (6.0 FT).  ACCESS TO THE DATUM POINT IS
 DT0469'THROUGH A 5-INCH LOGO CAP.
 DT0469'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DT0469'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DT0469
 DT0469                          STATION RECOVERY (1990)
 DT0469
 DT0469'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 DT0469'RECOVERED IN GOOD CONDITION.
 DT0469
 DT0469                          STATION RECOVERY (2005)
 DT0469
 DT0469'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0215 ***********************************************************************
 DT0215  DESIGNATION -  H 41
 DT0215  PID         -  DT0215
 DT0215  STATE/COUNTY-  AZ/APACHE
 DT0215  USGS QUAD   -  NUTRIOSO (1991)
 DT0215
 DT0215                         *CURRENT SURVEY CONTROL
 DT0215  ___________________________________________________________________
 DT0215* NAD 83(1986)-  33 56 05.     (N)    109 11 15.     (W)     SCALED    
 DT0215* NAVD 88     -      2415.182  (meters)    7923.81   (feet)  ADJUSTED  
 DT0215  ___________________________________________________________________
 DT0215  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0215  DYNAMIC HT  -        2411.257 (meters)    7910.93  (feet)  COMP
 DT0215  MODELED GRAV-     978,924.1   (mgal)                       NAVD 88
 DT0215
 DT0215  VERT ORDER  -  FIRST     CLASS II
 DT0215
 DT0215.The horizontal coordinates were scaled from a topographic map and have
 DT0215.an estimated accuracy of +/- 6 seconds.
 DT0215
 DT0215.The orthometric height was determined by differential leveling
 DT0215.and adjusted in June 1991.
 DT0215
 DT0215.The geoid height was determined by GEOID03.
 DT0215
 DT0215.The dynamic height is computed by dividing the NAVD 88
 DT0215.geopotential number by the normal gravity value computed on the
 DT0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0215.degrees latitude (g = 980.6199 gals.).
 DT0215
 DT0215.The modeled gravity was interpolated from observed gravity values.
 DT0215
 DT0215;                    North         East    Units  Estimated Accuracy
 DT0215;SPC AZ E     -   325,850.      303,880.      MT  (+/- 180 meters Scaled)
 DT0215
 DT0215                          SUPERSEDED SURVEY CONTROL
 DT0215
 DT0215  NGVD 29 (??/??/92) 2414.113  (m)         7920.30   (f) ADJ UNCH    1 2
 DT0215
 DT0215.Superseded values are not recommended for survey control.
 DT0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0215.See file dsdata.txt to determine how the superseded data were derived.
 DT0215
 DT0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC675563(NAD 83)
 DT0215_MARKER: DB = BENCH MARK DISK
 DT0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0215_STAMPING: H 41 1934
 DT0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0215+STABILITY: SURFACE MOTION
 DT0215
 DT0215  HISTORY     - Date     Condition        Report By
 DT0215  HISTORY     - 1934     MONUMENTED       CGS
 DT0215  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0215
 DT0215                          STATION DESCRIPTION
 DT0215
 DT0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0215'1.6 MI SE FROM NUTRIOSO.
 DT0215'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO,
 DT0215'APACHE COUNTY, AT A CULVERT, 24 FEET NORTH OF THE CENTERLINE OF THE
 DT0215'HIGHWAY, AND 10 FEET WEST OF A SMALL DITCH. A STANDARD DISK, STAMPED H
 DT0215'41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DT0215
 DT0215                          STATION RECOVERY (1980)
 DT0215
 DT0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0215'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0343 ***********************************************************************
 ER0343  DESIGNATION -  H 410
 ER0343  PID         -  ER0343
 ER0343  STATE/COUNTY-  AZ/APACHE
 ER0343  USGS QUAD   -  MC NARY (1985)
 ER0343
 ER0343                         *CURRENT SURVEY CONTROL
 ER0343  ___________________________________________________________________
 ER0343* NAD 83(1986)-  34 03 32.     (N)    109 45 53.     (W)     SCALED    
 ER0343* NAVD 88     -      2345.815  (meters)    7696.23   (feet)  ADJUSTED  
 ER0343  ___________________________________________________________________
 ER0343  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 ER0343  DYNAMIC HT  -        2342.106 (meters)    7684.06  (feet)  COMP
 ER0343  MODELED GRAV-     978,970.0   (mgal)                       NAVD 88
 ER0343
 ER0343  VERT ORDER  -  FIRST     CLASS II
 ER0343
 ER0343.The horizontal coordinates were scaled from a topographic map and have
 ER0343.an estimated accuracy of +/- 6 seconds.
 ER0343
 ER0343.The orthometric height was determined by differential leveling
 ER0343.and adjusted in June 1991.
 ER0343
 ER0343.The geoid height was determined by GEOID03.
 ER0343
 ER0343.The dynamic height is computed by dividing the NAVD 88
 ER0343.geopotential number by the normal gravity value computed on the
 ER0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0343.degrees latitude (g = 980.6199 gals.).
 ER0343
 ER0343.The modeled gravity was interpolated from observed gravity values.
 ER0343
 ER0343;                    North         East    Units  Estimated Accuracy
 ER0343;SPC AZ E     -   339,260.      250,460.      MT  (+/- 180 meters Scaled)
 ER0343
 ER0343                          SUPERSEDED SURVEY CONTROL
 ER0343
 ER0343.No superseded survey control is available for this station.
 ER0343
 ER0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC140693(NAD 83)
 ER0343_MARKER: I = METAL ROD
 ER0343_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0343+WITH SETTING: INFORMATION.
 ER0343_SP_SET: SHALLOW SET METAL ROD
 ER0343_STAMPING: H 410 1980
 ER0343_PROJECTION: FLUSH
 ER0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0343_ROD/PIPE-DEPTH: 2.1  meters
 ER0343
 ER0343  HISTORY     - Date     Condition        Report By
 ER0343  HISTORY     - 1980     MONUMENTED       NGS
 ER0343  HISTORY     - 20050729 GOOD             USPSQD
 ER0343
 ER0343                          STATION DESCRIPTION
 ER0343
 ER0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0343'9.4 KM EAST FROM MCNARY.
 ER0343'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0343'OFFICE IN MCNARY, THENCE 9.3 KM (5.8 MI) EAST ALONG
 ER0343'STATE HIGHWAY 260, 0.9 KM (0.55 MI) EAST OF MILE POST 366,
 ER0343'29.0 METERS (95.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.6
 ER0343'METERS (1.9 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 2.1
 ER0343'METERS (7.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ER0343'LOGO CAP.
 ER0343'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 ER0343'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 ER0343
 ER0343                          STATION RECOVERY (2005)
 ER0343
 ER0343'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0343'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0358 ***********************************************************************
 ER0358  DESIGNATION -  H 411
 ER0358  PID         -  ER0358
 ER0358  STATE/COUNTY-  AZ/APACHE
 ER0358  USGS QUAD   -  GREENS PEAK (1969)
 ER0358
 ER0358                         *CURRENT SURVEY CONTROL
 ER0358  ___________________________________________________________________
 ER0358* NAD 83(1986)-  34 03 02.     (N)    109 32 20.     (W)     SCALED    
 ER0358* NAVD 88     -      2775.977  (meters)    9107.52   (feet)  ADJUSTED  
 ER0358  ___________________________________________________________________
 ER0358  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0358  DYNAMIC HT  -        2771.344 (meters)    9092.32  (feet)  COMP
 ER0358  MODELED GRAV-     978,865.8   (mgal)                       NAVD 88
 ER0358
 ER0358  VERT ORDER  -  FIRST     CLASS II
 ER0358
 ER0358.The horizontal coordinates were scaled from a topographic map and have
 ER0358.an estimated accuracy of +/- 6 seconds.
 ER0358
 ER0358.The orthometric height was determined by differential leveling
 ER0358.and adjusted in June 1991.
 ER0358
 ER0358.The geoid height was determined by GEOID03.
 ER0358
 ER0358.The dynamic height is computed by dividing the NAVD 88
 ER0358.geopotential number by the normal gravity value computed on the
 ER0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0358.degrees latitude (g = 980.6199 gals.).
 ER0358
 ER0358.The modeled gravity was interpolated from observed gravity values.
 ER0358
 ER0358;                    North         East    Units  Estimated Accuracy
 ER0358;SPC AZ E     -   338,440.      271,320.      MT  (+/- 180 meters Scaled)
 ER0358
 ER0358                          SUPERSEDED SURVEY CONTROL
 ER0358
 ER0358.No superseded survey control is available for this station.
 ER0358
 ER0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC348687(NAD 83)
 ER0358_MARKER: DB = BENCH MARK DISK
 ER0358_SETTING: 66 = SET IN ROCK OUTCROP
 ER0358_SP_SET: ROCK OUTCROP
 ER0358_STAMPING: H 411 1980
 ER0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0358+STABILITY: POSITION/ELEVATION WELL
 ER0358
 ER0358  HISTORY     - Date     Condition        Report By
 ER0358  HISTORY     - 1980     MONUMENTED       NGS
 ER0358
 ER0358                          STATION DESCRIPTION
 ER0358
 ER0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0358'25.2 KM WEST FROM EAGAR.
 ER0358'0.2 KM (O.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0358'OFFICE IN EAGAR, THENCE 25.0 KM (15.55 MI) WEST ALONG STATE
 ER0358'HIGHWAY 260, 0.9 KM (0.55 MI) EAST OF A DIRT ROAD LEADING
 ER0358'NORTHEAST TO GREENS PEAK LOOKOUT, 0.3 KM (0.2 MI) WEST OF
 ER0358'MILE POST 381, IN THE TOP OF A LARGE ROCK OUTCROP ON THE SOUTHWEST
 ER0358'END OF A RESERVOIR ON FISH CREEK, 19.3 METERS (63.4 FT) NORTH OF
 ER0358'THE CENTERLINE OF THE HIGHWAY, 35.7 METERS (117.0 FT) EAST-NORTHEAST
 ER0358'OF THE WEST END OF A GUARD RAIL ON THE NORTH SIDE OF THE HIGHWAY.
 ER0358'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ER0358'THE MARK IS 2.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1010 ***********************************************************************
 DV1010  DESIGNATION -  H 413 37
 DV1010  PID         -  DV1010
 DV1010  STATE/COUNTY-  AZ/LA PAZ
 DV1010  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1010
 DV1010                         *CURRENT SURVEY CONTROL
 DV1010  ___________________________________________________________________
 DV1010* NAD 83(1986)-  33 34 28.     (N)    113 23 13.     (W)     SCALED    
 DV1010* NAVD 88     -       421.07   (+/-2cm)    1381.5    (feet)  VERTCON   
 DV1010  ___________________________________________________________________
 DV1010  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1010
 DV1010.The horizontal coordinates were scaled from a topographic map and have
 DV1010.an estimated accuracy of +/- 6 seconds.
 DV1010
 DV1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1010.The vertical order pertains to the NGVD 29 superseded value.
 DV1010
 DV1010.The geoid height was determined by GEOID03.
 DV1010
 DV1010;                    North         East    Units  Estimated Accuracy
 DV1010;SPC AZ W     -   285,530.      247,070.      MT  (+/- 180 meters Scaled)
 DV1010
 DV1010                          SUPERSEDED SURVEY CONTROL
 DV1010
 DV1010  NGVD 29 (??/??/92)  420.407  (m)         1379.29   (f) ADJ UNCH    2 0
 DV1010
 DV1010.Superseded values are not recommended for survey control.
 DV1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1010.See file dsdata.txt to determine how the superseded data were derived.
 DV1010
 DV1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC784175(NAD 83)
 DV1010_MARKER: DB = BENCH MARK DISK
 DV1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1010_STAMPING: H 413 37 1962
 DV1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1010+STABILITY: SURFACE MOTION
 DV1010
 DV1010  HISTORY     - Date     Condition        Report By
 DV1010  HISTORY     - 1962     MONUMENTED       CGS
 DV1010  HISTORY     - 19860512 MARK NOT FOUND   USGS
 DV1010
 DV1010                          STATION DESCRIPTION
 DV1010
 DV1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1010'25.2 MI SE FROM SALOME.
 DV1010'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1010'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1010'WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK ROAD,
 DV1010'THENCE 1.0 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1010'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.7 FEET
 DV1010'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1010'PROJECTING 1 INCH.
 DV1010
 DV1010                          STATION RECOVERY (1986)
 DV1010
 DV1010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DS)
 DV1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1009 ***********************************************************************
 DU1009  DESIGNATION -  H 414
 DU1009  PID         -  DU1009
 DU1009  STATE/COUNTY-  AZ/MARICOPA
 DU1009  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1009
 DU1009                         *CURRENT SURVEY CONTROL
 DU1009  ___________________________________________________________________
 DU1009* NAD 83(1986)-  33 12 03.     (N)    111 54 22.     (W)     SCALED    
 DU1009* NAVD 88     -       359.04   (+/-2cm)    1178.0    (feet)  VERTCON   
 DU1009  ___________________________________________________________________
 DU1009  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DU1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1009
 DU1009.The horizontal coordinates were scaled from a topographic map and have
 DU1009.an estimated accuracy of +/- 6 seconds.
 DU1009
 DU1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1009.The vertical order pertains to the NGVD 29 superseded value.
 DU1009
 DU1009.The geoid height was determined by GEOID03.
 DU1009
 DU1009;                    North         East    Units  Estimated Accuracy
 DU1009;SPC AZ C     -   244,020.      214,340.      MT  (+/- 180 meters Scaled)
 DU1009
 DU1009                          SUPERSEDED SURVEY CONTROL
 DU1009
 DU1009  NGVD 29 (??/??/92)  358.539  (m)         1176.31   (f) ADJ UNCH    2 0
 DU1009
 DU1009.Superseded values are not recommended for survey control.
 DU1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1009.See file dsdata.txt to determine how the superseded data were derived.
 DU1009
 DU1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB155739(NAD 83)
 DU1009_MARKER: DB = BENCH MARK DISK
 DU1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1009_STAMPING: H 414 1962
 DU1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1009+STABILITY: SURFACE MOTION
 DU1009
 DU1009  HISTORY     - Date     Condition        Report By
 DU1009  HISTORY     - 1962     MONUMENTED       CGS
 DU1009
 DU1009                          STATION DESCRIPTION
 DU1009
 DU1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1009'15.4 MI SW FROM CHANDLER.
 DU1009'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1009'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1009'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 6.5 MILES
 DU1009'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1009'OF PROPOSED INTERSTATE HIGHWAY 10, 5.5 FEET NORTHEAST OF THE CENTER OF
 DU1009'THE TRACK ROAD, ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN TOP OF A
 DU1009'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1047 ***********************************************************************
 DV1047  DESIGNATION -  H 415 58
 DV1047  PID         -  DV1047
 DV1047  STATE/COUNTY-  AZ/MARICOPA
 DV1047  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1047
 DV1047                         *CURRENT SURVEY CONTROL
 DV1047  ___________________________________________________________________
 DV1047* NAD 83(1986)-  33 30 41.     (N)    113 01 28.     (W)     SCALED    
 DV1047* NAVD 88     -       385.12   (+/-2cm)    1263.5    (feet)  VERTCON   
 DV1047  ___________________________________________________________________
 DV1047  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1047
 DV1047.The horizontal coordinates were scaled from a topographic map and have
 DV1047.an estimated accuracy of +/- 6 seconds.
 DV1047
 DV1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1047.The vertical order pertains to the NGVD 29 superseded value.
 DV1047
 DV1047.The geoid height was determined by GEOID03.
 DV1047
 DV1047;                    North         East    Units  Estimated Accuracy
 DV1047;SPC AZ C     -   279,010.      110,440.      MT  (+/- 180 meters Scaled)
 DV1047
 DV1047                          SUPERSEDED SURVEY CONTROL
 DV1047
 DV1047  NGVD 29 (??/??/92)  384.466  (m)         1261.37   (f) ADJ UNCH    2 0
 DV1047
 DV1047.Superseded values are not recommended for survey control.
 DV1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1047.See file dsdata.txt to determine how the superseded data were derived.
 DV1047
 DV1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC119098(NAD 83)
 DV1047_MARKER: DB = BENCH MARK DISK
 DV1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1047_STAMPING: H 415 58 1962
 DV1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1047+STABILITY: SURFACE MOTION
 DV1047
 DV1047  HISTORY     - Date     Condition        Report By
 DV1047  HISTORY     - 1962     MONUMENTED       CGS
 DV1047
 DV1047                          STATION DESCRIPTION
 DV1047
 DV1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1047'5.65 MI NW FROM TONOPAH.
 DV1047'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1047'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 3.0 MILES
 DV1047'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1047'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.0 FEET NORTHWEST OF A METAL
 DV1047'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0904 ***********************************************************************
 DV0904  DESIGNATION -  H 416 81
 DV0904  PID         -  DV0904
 DV0904  STATE/COUNTY-  AZ/MARICOPA
 DV0904  USGS QUAD   -  VALENCIA (1982)
 DV0904
 DV0904                         *CURRENT SURVEY CONTROL
 DV0904  ___________________________________________________________________
 DV0904* NAD 83(1986)-  33 25 38.     (N)    112 37 31.     (W)     SCALED    
 DV0904* NAVD 88     -       319.81   (+/-2cm)    1049.2    (feet)  VERTCON   
 DV0904  ___________________________________________________________________
 DV0904  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DV0904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0904
 DV0904.The horizontal coordinates were scaled from a topographic map and have
 DV0904.an estimated accuracy of +/- 6 seconds.
 DV0904
 DV0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0904.The vertical order pertains to the NGVD 29 superseded value.
 DV0904
 DV0904.The geoid height was determined by GEOID03.
 DV0904
 DV0904;                    North         East    Units  Estimated Accuracy
 DV0904;SPC AZ C     -   269,350.      147,470.      MT  (+/- 180 meters Scaled)
 DV0904
 DV0904                          SUPERSEDED SURVEY CONTROL
 DV0904
 DV0904  NGVD 29 (??/??/92)  319.170  (m)         1047.14   (f) ADJ UNCH    2 0
 DV0904
 DV0904.Superseded values are not recommended for survey control.
 DV0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0904.See file dsdata.txt to determine how the superseded data were derived.
 DV0904
 DV0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB489998(NAD 83)
 DV0904_MARKER: DB = BENCH MARK DISK
 DV0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0904_STAMPING: H 416 81 1962
 DV0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0904+STABILITY: SURFACE MOTION
 DV0904
 DV0904  HISTORY     - Date     Condition        Report By
 DV0904  HISTORY     - 1962     MONUMENTED       CGS
 DV0904
 DV0904                          STATION DESCRIPTION
 DV0904
 DV0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0904'6.2 MI NW FROM BUCKEYE.
 DV0904'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0904'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0904'WEST ALONG WEST BROADWAY, THENCE 1.5 MILE NORTH ALONG A GRAVEL ROAD,
 DV0904'THENCE ABOUT 100 YARDS EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS
 DV0904'THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.4
 DV0904'FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV0904'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0848 ***********************************************************************
 CG0848  DESIGNATION -  H 418
 CG0848  PID         -  CG0848
 CG0848  STATE/COUNTY-  AZ/COCHISE
 CG0848  USGS QUAD   -  BENSON (1983)
 CG0848
 CG0848                         *CURRENT SURVEY CONTROL
 CG0848  ___________________________________________________________________
 CG0848* NAD 83(1986)-  31 57 56.     (N)    110 15 05.     (W)     SCALED    
 CG0848* NAVD 88     -      1109.206  (meters)    3639.12   (feet)  ADJUSTED  
 CG0848  ___________________________________________________________________
 CG0848  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0848  DYNAMIC HT  -        1107.557 (meters)    3633.71  (feet)  COMP
 CG0848  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 CG0848
 CG0848  VERT ORDER  -  FIRST     CLASS II
 CG0848
 CG0848.The horizontal coordinates were scaled from a topographic map and have
 CG0848.an estimated accuracy of +/- 6 seconds.
 CG0848
 CG0848.The orthometric height was determined by differential leveling
 CG0848.and adjusted in June 1991.
 CG0848
 CG0848.The geoid height was determined by GEOID03.
 CG0848
 CG0848.The dynamic height is computed by dividing the NAVD 88
 CG0848.geopotential number by the normal gravity value computed on the
 CG0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0848.degrees latitude (g = 980.6199 gals.).
 CG0848
 CG0848.The modeled gravity was interpolated from observed gravity values.
 CG0848
 CG0848;                    North         East    Units  Estimated Accuracy
 CG0848;SPC AZ E     -   107,050.      205,350.      MT  (+/- 180 meters Scaled)
 CG0848
 CG0848                          SUPERSEDED SURVEY CONTROL
 CG0848
 CG0848.No superseded survey control is available for this station.
 CG0848
 CG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA707368(NAD 83)
 CG0848_MARKER: DB = BENCH MARK DISK
 CG0848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0848_SP_SET: STAINLESS STEEL ROD
 CG0848_STAMPING: H 418 1979
 CG0848_PROJECTION: FLUSH
 CG0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0848_ROD/PIPE-DEPTH: 7.6  meters
 CG0848
 CG0848  HISTORY     - Date     Condition        Report By
 CG0848  HISTORY     - 1979     MONUMENTED       NGS
 CG0848
 CG0848                          STATION DESCRIPTION
 CG0848
 CG0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0848'5.9 KM EAST FROM BENSON.
 CG0848'5.9 KILOMETERS (3.65 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0848'OCOTILLO STREET UNDERPASS AT BENSON, 1.8 KILOMETERS (1.1 MILES) EAST
 CG0848'OF BENCH MARK X 325, 70 METERS (229 FEET) EAST OF AND ACROSS THE
 CG0848'SOUTHEAST FRONTAGE ROAD FROM MILE POST 308, 28 METERS (91.8 FEET)
 CG0848'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST FRONTAGE ROAD, 14.4
 CG0848'METERS (47 FEET) NORTHEAST OF AN ANGLE IRON FENCE POST WITH TWO
 CG0848'BRACES, 12.6 METERS (41.3 FEET) NORTH OF A POWER LINE POLE WITH A
 CG0848'GUY WIRE AND 0.5 METER (1.6 FEET) NORTHWEST OF THE SOUTHEAST RIGHT-
 CG0848'OF-WAY FENCE FOR THE SOUTHEAST FRONTAGE ROAD.
 CG0848'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CG0848'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1493 ***********************************************************************
 CZ1493  DESIGNATION -  H 419
 CZ1493  PID         -  CZ1493
 CZ1493  STATE/COUNTY-  AZ/PIMA
 CZ1493  USGS QUAD   -  TUCSON (1992)
 CZ1493
 CZ1493                         *CURRENT SURVEY CONTROL
 CZ1493  ___________________________________________________________________
 CZ1493* NAD 83(1986)-  32 12 37.     (N)    110 57 38.     (W)     SCALED    
 CZ1493* NAVD 88     -       738.927  (meters)    2424.30   (feet)  ADJUSTED  
 CZ1493  ___________________________________________________________________
 CZ1493  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1493  DYNAMIC HT  -         737.912 (meters)    2420.97  (feet)  COMP
 CZ1493  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 CZ1493
 CZ1493  VERT ORDER  -  FIRST     CLASS II
 CZ1493
 CZ1493.The horizontal coordinates were scaled from a topographic map and have
 CZ1493.an estimated accuracy of +/- 6 seconds.
 CZ1493
 CZ1493.The orthometric height was determined by differential leveling
 CZ1493.and adjusted in June 1991.
 CZ1493
 CZ1493.The geoid height was determined by GEOID03.
 CZ1493
 CZ1493.The dynamic height is computed by dividing the NAVD 88
 CZ1493.geopotential number by the normal gravity value computed on the
 CZ1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1493.degrees latitude (g = 980.6199 gals.).
 CZ1493
 CZ1493.The modeled gravity was interpolated from observed gravity values.
 CZ1493
 CZ1493;                    North         East    Units  Estimated Accuracy
 CZ1493;SPC AZ C     -   134,580.      303,490.      MT  (+/- 180 meters Scaled)
 CZ1493
 CZ1493                          SUPERSEDED SURVEY CONTROL
 CZ1493
 CZ1493.No superseded survey control is available for this station.
 CZ1493
 CZ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037637(NAD 83)
 CZ1493_MARKER: DB = BENCH MARK DISK
 CZ1493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1493_SP_SET: HEADWALL
 CZ1493_STAMPING: H 419 1980
 CZ1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1493+STABILITY: SURFACE MOTION
 CZ1493
 CZ1493  HISTORY     - Date     Condition        Report By
 CZ1493  HISTORY     - 1980     MONUMENTED       NGS
 CZ1493
 CZ1493                          STATION DESCRIPTION
 CZ1493
 CZ1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1493'1.6 KM SOUTH FROM TUCSON.
 CZ1493'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ1493'FROM THE STATION AT TUCSON AND BETWEEN NINETEENTH STREET AND
 CZ1493'THENTYTH STREET. AT A 3.45 METER (11.3 FOOT) PIPE CULVERT UNDER
 CZ1493'A SPUR TRACK LEADING EAST TO A WAREHOUSE ON THE NORTH SIDE OF
 CZ1493'NINETEENTH STREET. IN TOP OF THE WEST END OF THE NORTH HEADWALL,
 CZ1493'44.8 METERS (147 FEET) SOUTH OF THE CENTERLINE OF NINETEENTH STREET
 CZ1493',3.74 METERS (12.3 FEET) EAST OF THE EAST RAIL OF THE MAIN TRACK,
 CZ1493'4.9 METERS (16.1 FEET) NORTHWEST OF THE NORTHWEST RAIL OF THE
 CZ1493'SPUR TRACK.
 CZ1493'THE MARK IS ABOVE LEVEL WITH THE MAIN RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0198 ***********************************************************************
 CF0198  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0198  DESIGNATION -  H 420
 CF0198  PID         -  CF0198
 CF0198  STATE/COUNTY-  AZ/COCHISE
 CF0198  USGS QUAD   -  PEARCE (1985)
 CF0198
 CF0198                         *CURRENT SURVEY CONTROL
 CF0198  ___________________________________________________________________
 CF0198* NAD 83(2007)-  31 59 13.57592(N)    109 51 15.38031(W)     ADJUSTED  
 CF0198* NAVD 88     -      1291.83   (meters)    4238.3    (feet)  GPS OBS   
 CF0198  ___________________________________________________________________
 CF0198  EPOCH DATE  -        2007.00
 CF0198  X           -  -1,839,392.754 (meters)                     COMP
 CF0198  Y           -  -5,093,965.191 (meters)                     COMP
 CF0198  Z           -   3,359,888.553 (meters)                     COMP
 CF0198  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CF0198  ELLIP HEIGHT-        1264.552 (meters)          (02/10/07) ADJUSTED
 CF0198  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0198
 CF0198  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0198  Type    PID    Designation                      North   East  Ellip
 CF0198  -------------------------------------------------------------------
 CF0198  NETWORK CF0198 H 420                             0.80   0.65   2.35
 CF0198  -------------------------------------------------------------------
 CF0198
 CF0198.The horizontal coordinates were established by GPS observations
 CF0198.and adjusted by the National Geodetic Survey in February 2007.
 CF0198
 CF0198.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0198.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0198.The horizontal coordinates are valid at the epoch date displayed above.
 CF0198.The epoch date for horizontal control is a decimal equivalence
 CF0198.of Year/Month/Day.
 CF0198
 CF0198.The orthometric height was determined by GPS observations and a
 CF0198.high-resolution geoid model.
 CF0198.The orthometric height was determined by GPS observations and a
 CF0198.high-resolution geoid model using precise GPS observation and
 CF0198.processing techniques. It supersedes the leveled height previously
 CF0198.determined for this station.
 CF0198
 CF0198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0198
 CF0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0198
 CF0198.The ellipsoidal height was determined by GPS observations
 CF0198.and is referenced to NAD 83.
 CF0198
 CF0198.The geoid height was determined by GEOID03.
 CF0198
 CF0198;                    North         East     Units Scale Factor Converg.
 CF0198;SPC AZ E     -   109,479.849   242,880.368   MT  0.99991074   +0 09 55.7
 CF0198;SPC AZ E     -   359,185.86    796,851.60   iFT  0.99991074   +0 09 55.7
 CF0198;UTM  12      - 3,539,579.640   608,238.438   MT  0.99974448   +0 36 25.1
 CF0198
 CF0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0198!SPC AZ E     -   0.99980148  x   0.99991074  =   0.99971224
 CF0198!UTM  12      -   0.99980148  x   0.99974448  =   0.99954601
 CF0198
 CF0198                          SUPERSEDED SURVEY CONTROL
 CF0198
 CF0198  NAD 83(1992)-  31 59 13.57556(N)    109 51 15.37936(W) AD(       ) B
 CF0198  ELLIP H (08/22/05) 1264.572  (m)                       GP(       ) 4 2
 CF0198  NAVD 88 (06/15/91) 1292.024  (m)         4238.92   (f) ADJUSTED    1 2
 CF0198
 CF0198.Superseded values are not recommended for survey control.
 CF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0198.See file dsdata.txt to determine how the superseded data were derived.
 CF0198
 CF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0823839580(NAD 83)
 CF0198_MARKER: DB = BENCH MARK DISK
 CF0198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0198_SP_SET: STAINLESS STEEL ROD
 CF0198_STAMPING: H 420 1980
 CF0198_PROJECTION: FLUSH
 CF0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0198+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0198_ROD/PIPE-DEPTH: 7.5  meters
 CF0198
 CF0198  HISTORY     - Date     Condition        Report By
 CF0198  HISTORY     - 1980     MONUMENTED       NGS
 CF0198  HISTORY     - 20060506 GOOD             NGS
 CF0198
 CF0198                          STATION DESCRIPTION
 CF0198
 CF0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0198'6.2 KM NW FROM PEARCE.
 CF0198'6.2 KILOMETERS (3.85 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CF0198'THE POST OFFICE IN PEARCE, 0.2 KILOMETER (0.1 MILE) NORTHWEST
 CF0198'OF THE ENTRANCE TO DOS CABEZAS FARMS, 15.1 METERS (49.6 FEET)
 CF0198'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.4 METERS (30.8 FEET)
 CF0198'NORTHEAST OF MILEPOST 52, 0.3 METER (1 FOOT) SOUTHWEST OF A
 CF0198'RIGHT-OF-WAY FENCE.
 CF0198'THE MARK IS .6 METERS  SW FROM A WITNESS POST.
 CF0198'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 CF0198
 CF0198                          STATION RECOVERY (2006)
 CF0198
 CF0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0198'US 666 IS NOW US 191. COLLAR AROUND MARK IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0230 ***********************************************************************
 CF0230  DESIGNATION -  H 421
 CF0230  PID         -  CF0230
 CF0230  STATE/COUNTY-  AZ/COCHISE
 CF0230  USGS QUAD   -  MC NEAL (1986)
 CF0230
 CF0230                         *CURRENT SURVEY CONTROL
 CF0230  ___________________________________________________________________
 CF0230* NAD 83(1986)-  31 37 24.     (N)    109 40 12.     (W)     SCALED    
 CF0230* NAVD 88     -      1264.992  (meters)    4150.23   (feet)  ADJUSTED  
 CF0230  ___________________________________________________________________
 CF0230  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0230  DYNAMIC HT  -        1263.030 (meters)    4143.79  (feet)  COMP
 CF0230  MODELED GRAV-     979,045.4   (mgal)                       NAVD 88
 CF0230
 CF0230  VERT ORDER  -  FIRST     CLASS II
 CF0230
 CF0230.The horizontal coordinates were scaled from a topographic map and have
 CF0230.an estimated accuracy of +/- 6 seconds.
 CF0230
 CF0230.The orthometric height was determined by differential leveling
 CF0230.and adjusted in June 1991.
 CF0230
 CF0230.The geoid height was determined by GEOID03.
 CF0230
 CF0230.The dynamic height is computed by dividing the NAVD 88
 CF0230.geopotential number by the normal gravity value computed on the
 CF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0230.degrees latitude (g = 980.6199 gals.).
 CF0230
 CF0230.The modeled gravity was interpolated from observed gravity values.
 CF0230
 CF0230;                    North         East    Units  Estimated Accuracy
 CF0230;SPC AZ E     -    69,210.      260,480.      MT  (+/- 180 meters Scaled)
 CF0230
 CF0230                          SUPERSEDED SURVEY CONTROL
 CF0230
 CF0230.No superseded survey control is available for this station.
 CF0230
 CF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV261994(NAD 83)
 CF0230_MARKER: DB = BENCH MARK DISK
 CF0230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0230_SP_SET: STAINLESS STEEL ROD
 CF0230_STAMPING: H 421 1980
 CF0230_PROJECTION: FLUSH
 CF0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0230_ROD/PIPE-DEPTH: 3.0  meters
 CF0230
 CF0230  HISTORY     - Date     Condition        Report By
 CF0230  HISTORY     - 1980     MONUMENTED       NGS
 CF0230
 CF0230                          STATION DESCRIPTION
 CF0230
 CF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0230'2.6 KM NORTH FROM MCNEAL.
 CF0230'2.6 KILOMETERS (1.65 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0230'THE POST OFFICE IN MCNEAL, 0.3 KILOMETER (0.2 MILE) NORTH OF
 CF0230'A POWERLINE CROSSING AND A DIRT ROAD LEADING EAST, 30.2 METERS
 CF0230'(99 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 50.3 METERS
 CF0230'(165 FEET) SOUTH OF POWER POLE NUMBER 9, 23.2 METERS
 CF0230'(76 FEET) EAST OF HIGHWAY MILEPOST 20, 9.4 METERS (31 FEET)
 CF0230'NORTHWEST OF POWER POLE NUMBER 8, 0.4 METER (1.5 FEET)
 CF0230'WEST OF THE RIGHT-OF-WAY FENCE.
 CF0230'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0230'THE MARK IS 1.8 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1230 ***********************************************************************
 DV1230  DESIGNATION -  H 422
 DV1230  PID         -  DV1230
 DV1230  STATE/COUNTY-  AZ/MARICOPA
 DV1230  USGS QUAD   -  ENID (1978)
 DV1230
 DV1230                         *CURRENT SURVEY CONTROL
 DV1230  ___________________________________________________________________
 DV1230* NAD 83(1986)-  33 03 39.     (N)    112 14 58.     (W)     SCALED    
 DV1230* NAVD 88     -       396.985  (meters)    1302.44   (feet)  ADJUSTED  
 DV1230  ___________________________________________________________________
 DV1230  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DV1230  DYNAMIC HT  -         396.507 (meters)    1300.87  (feet)  COMP
 DV1230  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 DV1230
 DV1230  VERT ORDER  -  FIRST     CLASS II
 DV1230
 DV1230.The horizontal coordinates were scaled from a topographic map and have
 DV1230.an estimated accuracy of +/- 6 seconds.
 DV1230
 DV1230.The orthometric height was determined by differential leveling
 DV1230.and adjusted in June 1991.
 DV1230
 DV1230.The geoid height was determined by GEOID03.
 DV1230
 DV1230.The dynamic height is computed by dividing the NAVD 88
 DV1230.geopotential number by the normal gravity value computed on the
 DV1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1230.degrees latitude (g = 980.6199 gals.).
 DV1230
 DV1230.The modeled gravity was interpolated from observed gravity values.
 DV1230
 DV1230;                    North         East    Units  Estimated Accuracy
 DV1230;SPC AZ C     -   228,550.      182,290.      MT  (+/- 180 meters Scaled)
 DV1230
 DV1230                          SUPERSEDED SURVEY CONTROL
 DV1230
 DV1230.No superseded survey control is available for this station.
 DV1230
 DV1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB833587(NAD 83)
 DV1230_MARKER: DB = BENCH MARK DISK
 DV1230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1230_SP_SET: ABUTMENT
 DV1230_STAMPING: H 422 1980
 DV1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1230
 DV1230  HISTORY     - Date     Condition        Report By
 DV1230  HISTORY     - 1980     MONUMENTED       NGS
 DV1230  HISTORY     - 20070321 GOOD             GEOCAC
 DV1230
 DV1230                          STATION DESCRIPTION
 DV1230
 DV1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1230'2.0 KM NE FROM MOBILE.
 DV1230'2.0 KILOMETERS (1.25 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 DV1230'RAILROAD FROM THE NELSON ELEMENTARY SCHOOL IN MOBILE, SET IN TOP OF
 DV1230'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF RAILROAD
 DV1230'BRIDGE 885.53, 1.8 METERS (6 FEET) NORTHWEST OF THE NORTHWEST RAIL.
 DV1230'THE MARK IS 1.5 M BELOW TRACKS.
 DV1230
 DV1230                          STATION RECOVERY (2007)
 DV1230
 DV1230'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0887 ***********************************************************************
 CG0887  DESIGNATION -  H 423
 CG0887  PID         -  CG0887
 CG0887  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0887  USGS QUAD   -  RIO RICO (1981)
 CG0887
 CG0887                         *CURRENT SURVEY CONTROL
 CG0887  ___________________________________________________________________
 CG0887* NAD 83(1986)-  31 23 25.     (N)    110 57 01.     (W)     SCALED    
 CG0887* NAVD 88     -      1117.089  (meters)    3664.98   (feet)  ADJUSTED  
 CG0887  ___________________________________________________________________
 CG0887  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0887  DYNAMIC HT  -        1115.365 (meters)    3659.33  (feet)  COMP
 CG0887  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 CG0887
 CG0887  VERT ORDER  -  FIRST     CLASS II
 CG0887
 CG0887.The horizontal coordinates were scaled from a topographic map and have
 CG0887.an estimated accuracy of +/- 6 seconds.
 CG0887
 CG0887.The orthometric height was determined by differential leveling
 CG0887.and adjusted in June 1991.
 CG0887
 CG0887.The geoid height was determined by GEOID03.
 CG0887
 CG0887.The dynamic height is computed by dividing the NAVD 88
 CG0887.geopotential number by the normal gravity value computed on the
 CG0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0887.degrees latitude (g = 980.6199 gals.).
 CG0887
 CG0887.The modeled gravity was interpolated from observed gravity values.
 CG0887
 CG0887;                    North         East    Units  Estimated Accuracy
 CG0887;SPC AZ C     -    43,670.      305,270.      MT  (+/- 180 meters Scaled)
 CG0887
 CG0887                          SUPERSEDED SURVEY CONTROL
 CG0887
 CG0887.No superseded survey control is available for this station.
 CG0887
 CG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV047728(NAD 83)
 CG0887_MARKER: DB = BENCH MARK DISK
 CG0887_SETTING: 66 = SET IN ROCK OUTCROP
 CG0887_SP_SET: ROCK OUTCROP
 CG0887_STAMPING: H 423 1980
 CG0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0887+STABILITY: POSITION/ELEVATION WELL
 CG0887
 CG0887  HISTORY     - Date     Condition        Report By
 CG0887  HISTORY     - 1980     MONUMENTED       NGS
 CG0887
 CG0887                          STATION DESCRIPTION
 CG0887
 CG0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0887'7.1 KM NORTH FROM NOGALES.
 CG0887'7.1 KILOMETERS (4.4 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0887'FROM THE COUNTY COURTHOUSE IN NOGALES, IN TOP OF THE WEST END OF A
 CG0887'NARROW SOFT GRANITE LEDGE IN THE NORTH SLOPE OF AN EAST-WEST RIDGE,
 CG0887'FLUSH WITH THE GROUND, 10.0 METERS (32.8 FEET) EAST OF THE EAST RAIL,
 CG0887'67.4 METERS (221 FEET) NORTH OF SWITCH STAND 5855 AT THE NORTH END
 CG0887'OF A SIDING, 27.2 METERS (68 FEET) SOUTHEAST OF A CATTLE LOADING
 CG0887'CHUTE, 12.7 METERS (42 FEET) SOUTH OF THE CENTER OF A WIRE GATE
 CG0887'ACROSS A PRIVATE ROAD LEADING TO A CORRAL AND 5.0 METERS (16.5 FEET)
 CG0887'WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CG0887'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CG0887'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1443 ***********************************************************************
 CZ1443  DESIGNATION -  H 424
 CZ1443  PID         -  CZ1443
 CZ1443  STATE/COUNTY-  AZ/PINAL
 CZ1443  USGS QUAD   -  RED ROCK (1993)
 CZ1443
 CZ1443                         *CURRENT SURVEY CONTROL
 CZ1443  ___________________________________________________________________
 CZ1443* NAD 83(1986)-  32 33 15.     (N)    111 18 23.     (W)     SCALED    
 CZ1443* NAVD 88     -       578.271  (meters)    1897.21   (feet)  ADJUSTED  
 CZ1443  ___________________________________________________________________
 CZ1443  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ1443  DYNAMIC HT  -         577.518 (meters)    1894.74  (feet)  COMP
 CZ1443  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 CZ1443  OBS GRAVITY -     979,317.8   (mgal)                       GRAV_OBS
 CZ1443
 CZ1443  VERT ORDER  -  FIRST     CLASS II
 CZ1443
 CZ1443.The horizontal coordinates were scaled from a topographic map and have
 CZ1443.an estimated accuracy of +/- 6 seconds.
 CZ1443
 CZ1443.The orthometric height was determined by differential leveling
 CZ1443.and adjusted in June 1991.
 CZ1443
 CZ1443.The geoid height was determined by GEOID03.
 CZ1443
 CZ1443.The dynamic height is computed by dividing the NAVD 88
 CZ1443.geopotential number by the normal gravity value computed on the
 CZ1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1443.degrees latitude (g = 980.6199 gals.).
 CZ1443
 CZ1443.The modeled gravity was interpolated from observed gravity values.
 CZ1443.The observed gravity was obtained from relative gravimeter ties
 CZ1443.to the IGSN71 gravity network.
 CZ1443
 CZ1443;                    North         East    Units  Estimated Accuracy
 CZ1443;SPC AZ C     -   172,480.      270,670.      MT  (+/- 180 meters Scaled)
 CZ1443
 CZ1443                          SUPERSEDED SURVEY CONTROL
 CZ1443
 CZ1443.No superseded survey control is available for this station.
 CZ1443
 CZ1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB712019(NAD 83)
 CZ1443_MARKER: DB = BENCH MARK DISK
 CZ1443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1443_SP_SET: STAINLESS STEEL ROD
 CZ1443_STAMPING: H 424 1980
 CZ1443_PROJECTION: FLUSH
 CZ1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1443+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 CZ1443_ROD/PIPE-DEPTH: 7.6  meters
 CZ1443
 CZ1443  HISTORY     - Date     Condition        Report By
 CZ1443  HISTORY     - 1980     MONUMENTED       NGS
 CZ1443  HISTORY     - 20040603 GOOD             NGS
 CZ1443
 CZ1443                          STATION DESCRIPTION
 CZ1443
 CZ1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1443'49.3 KM NW FROM TUCSON.
 CZ1443'49.3 KILOMETERS (30.6 MILES) NORTHWEST OF THE SOUTHERN PACIFIC
 CZ1443'RAILROAD FROM THE STATION AT TUCSON, 91 PACES SOUTHEAST AND
 CZ1443'ACROSS THE FRONTAGE ROAD FROM INTERSTATE HIGHWAY 10 MILE POST
 CZ1443'228, SET AT A DOUBLE POLE TELEPHONE LINE STRUCTURE AND 1.3
 CZ1443'METERS (4.3 FEET)SOUTHEAST OF THE SOUTHWEST TELEPHONE POLE
 CZ1443'NUMBER 6L, 0.4 KILOMETER (0.25 MILE) NORTHWEST OF THE
 CZ1443'ENTRANCE TO A POWER PLANT. 32.2 METERS (105.6 FEET) SOUTHWEST OF
 CZ1443'THE SOUTHWEST RAIL, 9.0 METERS (29.5 FEET) NORTHEAST OF AND
 CZ1443'LEVEL WITH THE FRONTAGE ROAD CENTERLINE, 43.65 METERS (143.0 FEET)
 CZ1443'WEST OF THE WEST CORNER OF RAILROAD BRIDGE 953.38, 5.6 METERS
 CZ1443'(18.4  FEET) NORTHWEST OF THE ANCHOR FOR THE SOUTHEAST GUY WIRE
 CZ1443'FOR THE POLE, 8.25 METERS (27.0 FEET) SOUTHWEST OF THE SOUTHWEST
 CZ1443'ONE OF TWO WITNESS POST FOR A PETROLEUM LINE.
 CZ1443'THE MARK IS 1.8 M BELOW THE RAILS.
 CZ1443
 CZ1443                          STATION RECOVERY (2004)
 CZ1443
 CZ1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1443'PVC PIPE CAP IS GONE.  RR IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0430 ***********************************************************************
 DT0430  DESIGNATION -  H 43
 DT0430  PID         -  DT0430
 DT0430  STATE/COUNTY-  AZ/NAVAJO
 DT0430  USGS QUAD   -  WHITERIVER (1984)
 DT0430
 DT0430                         *CURRENT SURVEY CONTROL
 DT0430  ___________________________________________________________________
 DT0430* NAD 83(1986)-  33 51 02.     (N)    109 57 49.     (W)     SCALED    
 DT0430* NAVD 88     -      1613.432  (meters)    5293.40   (feet)  ADJUSTED  
 DT0430  ___________________________________________________________________
 DT0430  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 DT0430  DYNAMIC HT  -        1611.070 (meters)    5285.65  (feet)  COMP
 DT0430  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 DT0430
 DT0430  VERT ORDER  -  FIRST     CLASS II
 DT0430
 DT0430.The horizontal coordinates were scaled from a topographic map and have
 DT0430.an estimated accuracy of +/- 6 seconds.
 DT0430
 DT0430.The orthometric height was determined by differential leveling
 DT0430.and adjusted in June 1991.
 DT0430
 DT0430.The geoid height was determined by GEOID03.
 DT0430
 DT0430.The dynamic height is computed by dividing the NAVD 88
 DT0430.geopotential number by the normal gravity value computed on the
 DT0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0430.degrees latitude (g = 980.6199 gals.).
 DT0430
 DT0430.The modeled gravity was interpolated from observed gravity values.
 DT0430
 DT0430;                    North         East    Units  Estimated Accuracy
 DT0430;SPC AZ E     -   316,100.      232,150.      MT  (+/- 180 meters Scaled)
 DT0430
 DT0430                          SUPERSEDED SURVEY CONTROL
 DT0430
 DT0430  NGVD 29 (??/??/92) 1612.683  (m)         5290.94   (f) ADJ UNCH    1 2
 DT0430
 DT0430.Superseded values are not recommended for survey control.
 DT0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0430.See file dsdata.txt to determine how the superseded data were derived.
 DT0430
 DT0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC958460(NAD 83)
 DT0430_MARKER: DB = BENCH MARK DISK
 DT0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0430_STAMPING: H 43 1934
 DT0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0430+STABILITY: SURFACE MOTION
 DT0430
 DT0430  HISTORY     - Date     Condition        Report By
 DT0430  HISTORY     - 1934     MONUMENTED       CGS
 DT0430  HISTORY     - 1966     POOR             USGS
 DT0430  HISTORY     - 1979     MARK NOT FOUND   NGS
 DT0430
 DT0430                          STATION DESCRIPTION
 DT0430
 DT0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0430'1.0 MI N FROM WHITERIVER.
 DT0430'1.0 MILE NORTH ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY,
 DT0430'0.6 MILE SOUTH OF THE ROAD LEADING TO BURKES RANCH, 0.1 MILE SOUTH OF
 DT0430'A BRIDGE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH
 DT0430'OF A POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 DT0430'H 43 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MONUMENT
 DT0430'HAS BEEN DISTURBED, APPARENTLY BY SOME HEAVY EQUIPMENT.  THE MONUMENT
 DT0430'REMAINS IN PLACE BUT IT IS LOOSE AND SEEMS TO BE BROKEN OFF AT A POINT
 DT0430'JUST BELOW THE GROUND SURFACE.  NOTE-- USE WITH CAUTION.
 DT0430
 DT0430                          STATION RECOVERY (1966)
 DT0430
 DT0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DT0430'MARK RECOVERED IN POOR CONDITION.
 DT0430
 DT0430                          STATION RECOVERY (1979)
 DT0430
 DT0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0430'NOTE=AREA AT DESCRIBED LOCATION HAS BEEN GRADED AND POLES REMOVED.
 DT0430'1966 USGS RECOVERY NOTE REPORTED MONUMENT BROKEN AND LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0837 ***********************************************************************
 CG0837  DESIGNATION -  H 430
 CG0837  PID         -  CG0837
 CG0837  STATE/COUNTY-  AZ/PIMA
 CG0837  USGS QUAD   -  THE NARROWS (1981)
 CG0837
 CG0837                         *CURRENT SURVEY CONTROL
 CG0837  ___________________________________________________________________
 CG0837* NAD 83(1986)-  31 59 42.     (N)    110 36 54.     (W)     SCALED    
 CG0837* NAVD 88     -      1084.168  (meters)    3556.97   (feet)  ADJUSTED  
 CG0837  ___________________________________________________________________
 CG0837  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CG0837  DYNAMIC HT  -        1082.590 (meters)    3551.80  (feet)  COMP
 CG0837  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 CG0837  OBS GRAVITY -     979,148.5   (mgal)                       GRAV_OBS
 CG0837
 CG0837  VERT ORDER  -  FIRST     CLASS II
 CG0837
 CG0837.The horizontal coordinates were scaled from a topographic map and have
 CG0837.an estimated accuracy of +/- 6 seconds.
 CG0837
 CG0837.The orthometric height was determined by differential leveling
 CG0837.and adjusted in June 1991.
 CG0837
 CG0837.The geoid height was determined by GEOID03.
 CG0837
 CG0837.The dynamic height is computed by dividing the NAVD 88
 CG0837.geopotential number by the normal gravity value computed on the
 CG0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0837.degrees latitude (g = 980.6199 gals.).
 CG0837
 CG0837.The modeled gravity was interpolated from observed gravity values.
 CG0837.The observed gravity was obtained from relative gravimeter ties
 CG0837.to the IGSN71 gravity network.
 CG0837
 CG0837;                    North         East    Units  Estimated Accuracy
 CG0837;SPC AZ C     -   111,050.      336,360.      MT  (+/- 180 meters Scaled)
 CG0837
 CG0837                          SUPERSEDED SURVEY CONTROL
 CG0837
 CG0837.No superseded survey control is available for this station.
 CG0837
 CG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA363399(NAD 83)
 CG0837_MARKER: DB = BENCH MARK DISK
 CG0837_SETTING: 66 = SET IN ROCK OUTCROP
 CG0837_SP_SET: ROCK OUTCROP
 CG0837_STAMPING: H 430 1979
 CG0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0837+STABILITY: POSITION/ELEVATION WELL
 CG0837
 CG0837  HISTORY     - Date     Condition        Report By
 CG0837  HISTORY     - 1979     MONUMENTED       NGS
 CG0837  HISTORY     - 19960217 GOOD             USPSQD
 CG0837
 CG0837                          STATION DESCRIPTION
 CG0837
 CG0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0837'19.2 MI WEST FROM BENSON.
 CG0837'19.25 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0837'OVERPASS AT BENSON, SET IN TOP OF A ROCK OUTCROP AT THE SOUTHEAST
 CG0837'END OF A HIGHWAY CUT BETWEEN THE LANES OF THE HIGHWAY, 0.1 MILE EAST
 CG0837'OF HIGHWAY MILE POST 286, 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 CG0837'EASTBOUND LANES, 66 FEET NORTHWEST OF THE SOUTHEAST END OF THE CUT
 CG0837'AND 26 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A DITCH BETWEEN THE
 CG0837'HIGHWAY CUTS.
 CG0837'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CG0837'THE MARK IS 1 FT ABOVE EASTBOUND LANES.
 CG0837
 CG0837                          STATION RECOVERY (1996)
 CG0837
 CG0837'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0676 ***********************************************************************
 CY0676  DESIGNATION -  H 431
 CY0676  PID         -  CY0676
 CY0676  STATE/COUNTY-  AZ/COCHISE
 CY0676  USGS QUAD   -  LUZENA (1979)
 CY0676
 CY0676                         *CURRENT SURVEY CONTROL
 CY0676  ___________________________________________________________________
 CY0676* NAD 83(1986)-  32 19 24.     (N)    109 30 03.     (W)     SCALED    
 CY0676* NAVD 88     -      1158.623  (meters)    3801.25   (feet)  ADJUSTED  
 CY0676  ___________________________________________________________________
 CY0676  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0676  DYNAMIC HT  -        1156.922 (meters)    3795.67  (feet)  COMP
 CY0676  MODELED GRAV-     979,130.9   (mgal)                       NAVD 88
 CY0676
 CY0676  VERT ORDER  -  FIRST     CLASS II
 CY0676
 CY0676.The horizontal coordinates were scaled from a topographic map and have
 CY0676.an estimated accuracy of +/- 6 seconds.
 CY0676
 CY0676.The orthometric height was determined by differential leveling
 CY0676.and adjusted in June 1991.
 CY0676
 CY0676.The geoid height was determined by GEOID03.
 CY0676
 CY0676.The dynamic height is computed by dividing the NAVD 88
 CY0676.geopotential number by the normal gravity value computed on the
 CY0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0676.degrees latitude (g = 980.6199 gals.).
 CY0676
 CY0676.The modeled gravity was interpolated from observed gravity values.
 CY0676
 CY0676;                    North         East    Units  Estimated Accuracy
 CY0676;SPC AZ E     -   146,910.      276,050.      MT  (+/- 180 meters Scaled)
 CY0676
 CY0676                          SUPERSEDED SURVEY CONTROL
 CY0676
 CY0676.No superseded survey control is available for this station.
 CY0676
 CY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA411772(NAD 83)
 CY0676_MARKER: DB = BENCH MARK DISK
 CY0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0676_SP_SET: PIER
 CY0676_STAMPING: H 431 1979
 CY0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0676
 CY0676  HISTORY     - Date     Condition        Report By
 CY0676  HISTORY     - 1979     MONUMENTED       NGS
 CY0676
 CY0676                          STATION DESCRIPTION
 CY0676
 CY0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0676'1.8 KM WEST FROM BOWIE.
 CY0676'1.8 KILOMETERS (1.1 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0676'RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE BARTLETT RANCH ROAD
 CY0676'UNDERPASS, SET VERTICALLY IN THE WEST FACE OF THE NORTH PIER,
 CY0676'5.2 METERS (17 FEET) EAST OF THE CENTERLINE OF BARTLETT RANCH ROAD.
 CY0676'THE MARK IS 0.9 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0688 ***********************************************************************
 CY0688  DESIGNATION -  H 436
 CY0688  PID         -  CY0688
 CY0688  STATE/COUNTY-  AZ/GRAHAM
 CY0688  USGS QUAD   -  MONK DRAW (1979)
 CY0688
 CY0688                         *CURRENT SURVEY CONTROL
 CY0688  ___________________________________________________________________
 CY0688* NAD 83(1986)-  32 28 30.     (N)    109 40 20.     (W)     SCALED    
 CY0688* NAVD 88     -      1363.035  (meters)    4471.89   (feet)  ADJUSTED  
 CY0688  ___________________________________________________________________
 CY0688  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CY0688  DYNAMIC HT  -        1361.004 (meters)    4465.23  (feet)  COMP
 CY0688  MODELED GRAV-     979,100.8   (mgal)                       NAVD 88
 CY0688
 CY0688  VERT ORDER  -  FIRST     CLASS II
 CY0688
 CY0688.The horizontal coordinates were scaled from a topographic map and have
 CY0688.an estimated accuracy of +/- 6 seconds.
 CY0688
 CY0688.The orthometric height was determined by differential leveling
 CY0688.and adjusted in June 1991.
 CY0688
 CY0688.The geoid height was determined by GEOID03.
 CY0688
 CY0688.The dynamic height is computed by dividing the NAVD 88
 CY0688.geopotential number by the normal gravity value computed on the
 CY0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0688.degrees latitude (g = 980.6199 gals.).
 CY0688
 CY0688.The modeled gravity was interpolated from observed gravity values.
 CY0688
 CY0688;                    North         East    Units  Estimated Accuracy
 CY0688;SPC AZ E     -   163,640.      259,840.      MT  (+/- 180 meters Scaled)
 CY0688
 CY0688                          SUPERSEDED SURVEY CONTROL
 CY0688
 CY0688.No superseded survey control is available for this station.
 CY0688
 CY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA247938(NAD 83)
 CY0688_MARKER: DB = BENCH MARK DISK
 CY0688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0688_SP_SET: STAINLESS STEEL ROD
 CY0688_STAMPING: H 436 1979
 CY0688_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0688_ROD/PIPE-DEPTH: 7.62 meters
 CY0688
 CY0688  HISTORY     - Date     Condition        Report By
 CY0688  HISTORY     - 1979     MONUMENTED       NGS
 CY0688  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0688
 CY0688                          STATION DESCRIPTION
 CY0688
 CY0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0688'24.9 MI SOUTH FROM SAFFORD.
 CY0688'24.95 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0688'HIGHWAY 70 IN SAFFORD, 0.35 MILE NORTH OF A POWER LINE TOWER CROSSING,
 CY0688'0.05 MILE NORTH OF MILE POST 96, AT THE NORTH END OF A LOW HIGHWAY
 CY0688'CUT, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 104 FEET SOUTHEAST
 CY0688'OF THE EAST END OF A 4-FOOT DIAMETER STEEL CULVERT UNDER THE HIGHWAY
 CY0688'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 CY0688'THE MARK IS 3 FT  S FROM A WITNESS POST.
 CY0688'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0688
 CY0688                          STATION RECOVERY (2008)
 CY0688
 CY0688'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0688'THE HIGHWAY IS IN THE PROCESS OF BEING IMPROVED TO A FOUR-LANE HIGHWAY
 CY0688'WITH MEDIAN AT THIS LOCATION. THE NEW NORTHBOUND LANES HAVE BEEN ADDED
 CY0688'ON THE EAST SIDE OF THE ORIGINAL HIGHWAY, NEAR THE APPROXIMATE
 CY0688'LOCATION OF THE FORMER EAST SIDE RIGHT-OF-WAY FENCE. THERE IS
 CY0688'VIRTUALLY NO CHANCE THE MARK HAS SURVIVED THE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1155 ***********************************************************************
 DU1155  DESIGNATION -  H 437
 DU1155  PID         -  DU1155
 DU1155  STATE/COUNTY-  AZ/GILA
 DU1155  USGS QUAD   -  CUTTER (1979)
 DU1155
 DU1155                         *CURRENT SURVEY CONTROL
 DU1155  ___________________________________________________________________
 DU1155* NAD 83(1986)-  33 21 26.     (N)    110 40 59.     (W)     SCALED    
 DU1155* NAVD 88     -       999.742  (meters)    3279.99   (feet)  ADJUSTED  
 DU1155  ___________________________________________________________________
 DU1155  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DU1155  DYNAMIC HT  -         998.392 (meters)    3275.56  (feet)  COMP
 DU1155  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 DU1155
 DU1155  VERT ORDER  -  FIRST     CLASS II
 DU1155
 DU1155.The horizontal coordinates were scaled from a topographic map and have
 DU1155.an estimated accuracy of +/- 6 seconds.
 DU1155
 DU1155.The orthometric height was determined by differential leveling
 DU1155.and adjusted in June 1991.
 DU1155
 DU1155.The geoid height was determined by GEOID03.
 DU1155
 DU1155.The dynamic height is computed by dividing the NAVD 88
 DU1155.geopotential number by the normal gravity value computed on the
 DU1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1155.degrees latitude (g = 980.6199 gals.).
 DU1155
 DU1155.The modeled gravity was interpolated from observed gravity values.
 DU1155
 DU1155;                    North         East    Units  Estimated Accuracy
 DU1155;SPC AZ E     -   261,490.      165,300.      MT  (+/- 180 meters Scaled)
 DU1155
 DU1155                          SUPERSEDED SURVEY CONTROL
 DU1155
 DU1155.No superseded survey control is available for this station.
 DU1155
 DU1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB294909(NAD 83)
 DU1155_MARKER: DB = BENCH MARK DISK
 DU1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1155_SP_SET: STAINLESS STEEL ROD
 DU1155_STAMPING: H 437 1979
 DU1155_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1155_ROD/PIPE-DEPTH: 7.5  meters
 DU1155
 DU1155  HISTORY     - Date     Condition        Report By
 DU1155  HISTORY     - 1979     MONUMENTED       NGS
 DU1155  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1155
 DU1155                          STATION DESCRIPTION
 DU1155
 DU1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1155'9.4 KM SE FROM GLOBE.
 DU1155'9.4 KILOMETERS (5.85 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1155'NEW COUNTY COURTHOUSE IN GLOBE, AT THE SOUTHEAST END OF A ROADSIDE
 DU1155'REST AREA, 30.5 METERS (100 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 DU1155'HIGHWAY AND 0.3 METER (1 FOOT) NORTHEAST OF THE HIGHWAY RIGHT-OF-
 DU1155'WAY FENCE.
 DU1155'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DU1155'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DU1155
 DU1155                          STATION RECOVERY (2008)
 DU1155
 DU1155'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1155'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1155'MARK. THE REST AREA HAS BEEN REMOVED. THE OLD RIGHT-OF-WAY FENCE HAS
 DU1155'BEEN REMOVED, BUT SOME OF THE POSTS ARE STILL IN PLACE TO INDICATE
 DU1155'IT'S FORMER ALIGNMENT. NO WITNESS POST WAS NOTED IN THE AREA.
 DU1155'WARNING SIGNS IN THE AREA INDICATE THAT A FIBER-OPTIC CABLE HAS BEEN
 DU1155'LAID AT THE APPROXIMATE ALIGNMENT OF THE OLD RIGHT-OF-WAY FENCE.
 DU1155'ASSUMED DESTROYED BY CABLE-LAYING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1125 ***********************************************************************
 DU1125  DESIGNATION -  H 438
 DU1125  PID         -  DU1125
 DU1125  STATE/COUNTY-  AZ/GRAHAM
 DU1125  USGS QUAD   -  DEWEY FLAT (1989)
 DU1125
 DU1125                         *CURRENT SURVEY CONTROL
 DU1125  ___________________________________________________________________
 DU1125* NAD 83(1986)-  33 14 37.     (N)    110 15 44.     (W)     SCALED    
 DU1125* NAVD 88     -       857.314  (meters)    2812.70   (feet)  ADJUSTED  
 DU1125  ___________________________________________________________________
 DU1125  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1125  DYNAMIC HT  -         856.160 (meters)    2808.92  (feet)  COMP
 DU1125  MODELED GRAV-     979,262.7   (mgal)                       NAVD 88
 DU1125
 DU1125  VERT ORDER  -  FIRST     CLASS II
 DU1125
 DU1125.The horizontal coordinates were scaled from a topographic map and have
 DU1125.an estimated accuracy of +/- 6 seconds.
 DU1125
 DU1125.The orthometric height was determined by differential leveling
 DU1125.and adjusted in June 1991.
 DU1125
 DU1125.The geoid height was determined by GEOID03.
 DU1125
 DU1125.The dynamic height is computed by dividing the NAVD 88
 DU1125.geopotential number by the normal gravity value computed on the
 DU1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1125.degrees latitude (g = 980.6199 gals.).
 DU1125
 DU1125.The modeled gravity was interpolated from observed gravity values.
 DU1125
 DU1125;                    North         East    Units  Estimated Accuracy
 DU1125;SPC AZ E     -   248,770.      204,460.      MT  (+/- 180 meters Scaled)
 DU1125
 DU1125                          SUPERSEDED SURVEY CONTROL
 DU1125
 DU1125.No superseded survey control is available for this station.
 DU1125
 DU1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB687785(NAD 83)
 DU1125_MARKER: DB = BENCH MARK DISK
 DU1125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1125_SP_SET: STAINLESS STEEL ROD
 DU1125_STAMPING: H 438 1979
 DU1125_PROJECTION: FLUSH
 DU1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1125_ROD/PIPE-DEPTH: 3    meters
 DU1125
 DU1125  HISTORY     - Date     Condition        Report By
 DU1125  HISTORY     - 1979     MONUMENTED       NGS
 DU1125
 DU1125                          STATION DESCRIPTION
 DU1125
 DU1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1125'20.4 KM NW FROM BYLAS.
 DU1125'20.4 KILOMETERS (12.7 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1125'THE POST OFFICE IN BYLAS, AT THE TOP OF A GRADE, 31.0 METERS (101
 DU1125'FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS (58
 DU1125'FEET) SOUTHEAST OF A RIGHT-OF-WAY FENCE POST WITH TWO METAL BRACES AND
 DU1125'0.3 METER (1 FOOT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  THE ROD WAS
 DU1125'DRIVEN TO REFUSAL.
 DU1125'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1125'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0734 ***********************************************************************
 CY0734  DESIGNATION -  H 439
 CY0734  PID         -  CY0734
 CY0734  STATE/COUNTY-  AZ/GRAHAM
 CY0734  USGS QUAD   -  PIMA (1985)
 CY0734
 CY0734                         *CURRENT SURVEY CONTROL
 CY0734  ___________________________________________________________________
 CY0734* NAD 83(1986)-  32 53 58.     (N)    109 50 24.     (W)     SCALED    
 CY0734* NAVD 88     -       869.872  (meters)    2853.91   (feet)  ADJUSTED  
 CY0734  ___________________________________________________________________
 CY0734  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CY0734  DYNAMIC HT  -         868.660 (meters)    2849.93  (feet)  COMP
 CY0734  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 CY0734
 CY0734  VERT ORDER  -  FIRST     CLASS II
 CY0734
 CY0734.The horizontal coordinates were scaled from a topographic map and have
 CY0734.an estimated accuracy of +/- 6 seconds.
 CY0734
 CY0734.The orthometric height was determined by differential leveling
 CY0734.and adjusted in June 1991.
 CY0734
 CY0734.The geoid height was determined by GEOID03.
 CY0734
 CY0734.The dynamic height is computed by dividing the NAVD 88
 CY0734.geopotential number by the normal gravity value computed on the
 CY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0734.degrees latitude (g = 980.6199 gals.).
 CY0734
 CY0734.The modeled gravity was interpolated from observed gravity values.
 CY0734
 CY0734;                    North         East    Units  Estimated Accuracy
 CY0734;SPC AZ E     -   210,650.      243,920.      MT  (+/- 180 meters Scaled)
 CY0734
 CY0734                          SUPERSEDED SURVEY CONTROL
 CY0734
 CY0734.No superseded survey control is available for this station.
 CY0734
 CY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB084407(NAD 83)
 CY0734_MARKER: DB = BENCH MARK DISK
 CY0734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0734_SP_SET: STAINLESS STEEL ROD
 CY0734_STAMPING: H 439 1979
 CY0734_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0734_ROD/PIPE-DEPTH: 6.10 meters
 CY0734
 CY0734  HISTORY     - Date     Condition        Report By
 CY0734  HISTORY     - 1979     MONUMENTED       NGS
 CY0734
 CY0734                          STATION DESCRIPTION
 CY0734
 CY0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0734'0.9 MI NW FROM PIMA.
 CY0734'0.9 MILE NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0734'PIMA, 0.1 MILE NORTHWEST OF HIGHWAY MILE POST 330, 49.5 FEET
 CY0734'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 40.5 FEET SOUTH OF THE
 CY0734'CENTERLINE OF A PAVED ROAD LEADING WEST, 29 FEET NORTHEAST OF THE
 CY0734'NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS AND 1 FOOT
 CY0734'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO
 CY0734'REFUSAL.
 CY0734'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0734'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0021 ***********************************************************************
 DU0021  DESIGNATION -  H 44
 DU0021  PID         -  DU0021
 DU0021  STATE/COUNTY-  AZ/GILA
 DU0021  USGS QUAD   -  SONTAG CREEK (1979)
 DU0021
 DU0021                         *CURRENT SURVEY CONTROL
 DU0021  ___________________________________________________________________
 DU0021* NAD 83(1986)-  33 36 47.     (N)    110 19 14.     (W)     SCALED    
 DU0021* NAVD 88     -      1861.299  (meters)    6106.61   (feet)  ADJUSTED  
 DU0021  ___________________________________________________________________
 DU0021  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DU0021  DYNAMIC HT  -        1858.554 (meters)    6097.61  (feet)  COMP
 DU0021  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 DU0021
 DU0021  VERT ORDER  -  FIRST     CLASS II
 DU0021
 DU0021.The horizontal coordinates were scaled from a topographic map and have
 DU0021.an estimated accuracy of +/- 6 seconds.
 DU0021
 DU0021.The orthometric height was determined by differential leveling
 DU0021.and adjusted in June 1991.
 DU0021
 DU0021.The geoid height was determined by GEOID03.
 DU0021
 DU0021.The dynamic height is computed by dividing the NAVD 88
 DU0021.geopotential number by the normal gravity value computed on the
 DU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0021.degrees latitude (g = 980.6199 gals.).
 DU0021
 DU0021.The modeled gravity was interpolated from observed gravity values.
 DU0021
 DU0021;                    North         East    Units  Estimated Accuracy
 DU0021;SPC AZ E     -   289,750.      199,080.      MT  (+/- 180 meters Scaled)
 DU0021
 DU0021                          SUPERSEDED SURVEY CONTROL
 DU0021
 DU0021  NGVD 29 (??/??/92) 1860.583  (m)         6104.26   (f) ADJ UNCH    1 2
 DU0021
 DU0021.Superseded values are not recommended for survey control.
 DU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0021.See file dsdata.txt to determine how the superseded data were derived.
 DU0021
 DU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC630194(NAD 83)
 DU0021_MARKER: DB = BENCH MARK DISK
 DU0021_SETTING: 80 = SET IN A BOULDER
 DU0021_SP_SET: BOULDER
 DU0021_STAMPING: H 44 1934
 DU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0021+STABILITY: SURFACE MOTION
 DU0021
 DU0021  HISTORY     - Date     Condition        Report By
 DU0021  HISTORY     - 1934     MONUMENTED       CGS
 DU0021  HISTORY     - 1935     GOOD             NGS
 DU0021
 DU0021                          STATION DESCRIPTION
 DU0021
 DU0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0021'29.5 MI NE FROM SAN CARLOS.
 DU0021'29.5 MILES NORTHEAST ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA
 DU0021'COUNTY, 5.1 MILES NORTHEAST OF HILL TOP STATION, 0.1 MILE NORTHEAST OF
 DU0021'A BRIDGE, AT A CURVE, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DU0021'AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED H 44 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0009 ***********************************************************************
 ES0009  DESIGNATION -  H 45
 ES0009  PID         -  ES0009
 ES0009  STATE/COUNTY-  AZ/NAVAJO
 ES0009  USGS QUAD   -  FLATTOP HILL (1970)
 ES0009
 ES0009                         *CURRENT SURVEY CONTROL
 ES0009  ___________________________________________________________________
 ES0009* NAD 83(1986)-  34 40 54.     (N)    110 08 51.     (W)     SCALED    
 ES0009* NAVD 88     -      1720.661  (meters)    5645.20   (feet)  ADJUSTED  
 ES0009  ___________________________________________________________________
 ES0009  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0009  DYNAMIC HT  -        1718.228 (meters)    5637.22  (feet)  COMP
 ES0009  MODELED GRAV-     979,160.4   (mgal)                       NAVD 88
 ES0009
 ES0009  VERT ORDER  -  FIRST     CLASS II
 ES0009
 ES0009.The horizontal coordinates were scaled from a topographic map and have
 ES0009.an estimated accuracy of +/- 6 seconds.
 ES0009
 ES0009.The orthometric height was determined by differential leveling
 ES0009.and adjusted in June 1991.
 ES0009
 ES0009.The geoid height was determined by GEOID03.
 ES0009
 ES0009.The dynamic height is computed by dividing the NAVD 88
 ES0009.geopotential number by the normal gravity value computed on the
 ES0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0009.degrees latitude (g = 980.6199 gals.).
 ES0009
 ES0009.The modeled gravity was interpolated from observed gravity values.
 ES0009
 ES0009;                    North         East    Units  Estimated Accuracy
 ES0009;SPC AZ E     -   408,260.      215,120.      MT  (+/- 180 meters Scaled)
 ES0009
 ES0009                          SUPERSEDED SURVEY CONTROL
 ES0009
 ES0009  NGVD 29 (??/??/92) 1719.799  (m)         5642.37   (f) ADJ UNCH    1 2
 ES0009
 ES0009.Superseded values are not recommended for survey control.
 ES0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0009.See file dsdata.txt to determine how the superseded data were derived.
 ES0009
 ES0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD780380(NAD 83)
 ES0009_MARKER: DB = BENCH MARK DISK
 ES0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0009_STAMPING: H - 45 1934
 ES0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0009+STABILITY: SURFACE MOTION
 ES0009
 ES0009  HISTORY     - Date     Condition        Report By
 ES0009  HISTORY     - 1934     MONUMENTED       CGS
 ES0009  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0009
 ES0009                          STATION DESCRIPTION
 ES0009
 ES0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0009'18.0 MI S FROM HOLBROOK.
 ES0009'18.0 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD.  16.8 MILES
 ES0009'NORTH OF SNOW FLAKE, ALONG APACHE R. R.  43 FT. EAST OF CENTER LINE OF
 ES0009'TRACKS.  ACROSS TRACKS FROM MILE POST 18.  CONCRETE POST 10 INCHES
 ES0009'ABOVE THE SURFACE OF THE GROUND.
 ES0009
 ES0009                          STATION RECOVERY (1983)
 ES0009
 ES0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0271 ***********************************************************************
 ER0271  DESIGNATION -  H 46
 ER0271  PID         -  ER0271
 ER0271  STATE/COUNTY-  AZ/NAVAJO
 ER0271  USGS QUAD   -  LAKESIDE (1984)
 ER0271
 ER0271                         *CURRENT SURVEY CONTROL
 ER0271  ___________________________________________________________________
 ER0271* NAD 83(1986)-  34 10 09.     (N)    109 53 29.     (W)     SCALED    
 ER0271* NAVD 88     -      2178.431  (meters)    7147.07   (feet)  ADJUSTED  
 ER0271  ___________________________________________________________________
 ER0271  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 ER0271  DYNAMIC HT  -        2175.074 (meters)    7136.06  (feet)  COMP
 ER0271  MODELED GRAV-     979,016.5   (mgal)                       NAVD 88
 ER0271
 ER0271  VERT ORDER  -  FIRST     CLASS II
 ER0271
 ER0271.The horizontal coordinates were scaled from a topographic map and have
 ER0271.an estimated accuracy of +/- 6 seconds.
 ER0271
 ER0271.The orthometric height was determined by differential leveling
 ER0271.and adjusted in June 1991.
 ER0271
 ER0271.The geoid height was determined by GEOID03.
 ER0271
 ER0271.The dynamic height is computed by dividing the NAVD 88
 ER0271.geopotential number by the normal gravity value computed on the
 ER0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0271.degrees latitude (g = 980.6199 gals.).
 ER0271
 ER0271.The modeled gravity was interpolated from observed gravity values.
 ER0271
 ER0271;                    North         East    Units  Estimated Accuracy
 ER0271;SPC AZ E     -   351,450.      238,740.      MT  (+/- 180 meters Scaled)
 ER0271
 ER0271                          SUPERSEDED SURVEY CONTROL
 ER0271
 ER0271  NGVD 29 (??/??/92) 2177.478  (m)         7143.94   (f) ADJ UNCH    1 2
 ER0271
 ER0271.Superseded values are not recommended for survey control.
 ER0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0271.See file dsdata.txt to determine how the superseded data were derived.
 ER0271
 ER0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC021814(NAD 83)
 ER0271_MARKER: DB = BENCH MARK DISK
 ER0271_SETTING: 66 = SET IN ROCK OUTCROP
 ER0271_SP_SET: OUTCROP
 ER0271_STAMPING: H 46 1934
 ER0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0271+STABILITY: POSITION/ELEVATION WELL
 ER0271
 ER0271  HISTORY     - Date     Condition        Report By
 ER0271  HISTORY     - 1934     MONUMENTED       CGS
 ER0271  HISTORY     - 1983     GOOD             NGS
 ER0271
 ER0271                          STATION DESCRIPTION
 ER0271
 ER0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0271'8.5 MI N FROM MCNARY.
 ER0271'8.5 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 2.4 MILES SOUTH
 ER0271'OF SPONSELLAR SIDING, 4 POLES SOUTH OF WOODEN CULVERT, 65 FT. WEST OF
 ER0271'CENTER LINE OF TRACK, 35 FT. NORTH OF MILE POLE 64, 18 FT. WEST OF
 ER0271'TELEGRAPH LINE, IN BASALT OUTCROP.
 ER0271
 ER0271                          STATION RECOVERY (1983)
 ER0271
 ER0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1212 ***********************************************************************
 DA1212  DESIGNATION -  H 469
 DA1212  PID         -  DA1212
 DA1212  STATE/COUNTY-  AZ/PIMA
 DA1212  USGS QUAD   -  AJO NORTH (1990)
 DA1212
 DA1212                         *CURRENT SURVEY CONTROL
 DA1212  ___________________________________________________________________
 DA1212* NAD 83(1986)-  32 27 54.     (N)    112 52 27.     (W)     SCALED    
 DA1212* NAVD 88     -       425.383  (meters)    1395.61   (feet)  ADJUSTED  
 DA1212  ___________________________________________________________________
 DA1212  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA1212  DYNAMIC HT  -         424.851 (meters)    1393.87  (feet)  COMP
 DA1212  MODELED GRAV-     979,375.9   (mgal)                       NAVD 88
 DA1212
 DA1212  VERT ORDER  -  FIRST     CLASS II
 DA1212
 DA1212.The horizontal coordinates were scaled from a topographic map and have
 DA1212.an estimated accuracy of +/- 6 seconds.
 DA1212
 DA1212.The orthometric height was determined by differential leveling
 DA1212.and adjusted in June 1991.
 DA1212
 DA1212.The geoid height was determined by GEOID03.
 DA1212
 DA1212.The dynamic height is computed by dividing the NAVD 88
 DA1212.geopotential number by the normal gravity value computed on the
 DA1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1212.degrees latitude (g = 980.6199 gals.).
 DA1212
 DA1212.The modeled gravity was interpolated from observed gravity values.
 DA1212
 DA1212;                    North         East    Units  Estimated Accuracy
 DA1212;SPC AZ C     -   162,830.      123,350.      MT  (+/- 180 meters Scaled)
 DA1212
 DA1212                          SUPERSEDED SURVEY CONTROL
 DA1212
 DA1212.No superseded survey control is available for this station.
 DA1212
 DA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA238935(NAD 83)
 DA1212_MARKER: I = METAL ROD
 DA1212_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DA1212_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DA1212_STAMPING: H 469 1980
 DA1212_MARK LOGO: NGS   
 DA1212_PROJECTION: FLUSH
 DA1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1212+STABILITY: POSITION/ELEVATION WELL
 DA1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1212+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1212_ROD/PIPE-DEPTH: 10.4 meters
 DA1212_SLEEVE-DEPTH  : 8.5 meters
 DA1212
 DA1212  HISTORY     - Date     Condition        Report By
 DA1212  HISTORY     - 1980     MONUMENTED       NGS
 DA1212  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA1212  HISTORY     - 20070603 GOOD             GEOCAC
 DA1212
 DA1212                          STATION DESCRIPTION
 DA1212
 DA1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1212'11.35 KM (7.05 MI) NE FROM AJO.
 DA1212'11.35 KM (7.05 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1212'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, THENCE 1.5 KM
 DA1212'(0.95 MI) WEST ACROSS COUNTRY TO THE JUNCTION OF STATE HIGHWAY 85
 DA1212'AND MEAD ROAD, SET IN LINE WITH A ROW OF POWER LINE POLES, 28.7
 DA1212'METERS (94.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS
 DA1212'(29.0 FT) SOUTH OF THE CENTERLINE OF MEAD ROAD, 2.7 METERS (9.0 FT)
 DA1212'NORTH OF POWER POLE 37-5, 1.8 METERS (6.0 FT) WEST OF AN IRON BRACE IN
 DA1212'THE EAST HIGHWAY RIGHT-OF-WAY FENCE.
 DA1212'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DA1212'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1212
 DA1212                          STATION RECOVERY (1999)
 DA1212
 DA1212'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1212'MARK NOT FOUND.
 DA1212
 DA1212                          STATION RECOVERY (2007)
 DA1212
 DA1212'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0233 ***********************************************************************
 ER0233  DESIGNATION -  H 47
 ER0233  PID         -  ER0233
 ER0233  STATE/COUNTY-  AZ/APACHE
 ER0233  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0233
 ER0233                         *CURRENT SURVEY CONTROL
 ER0233  ___________________________________________________________________
 ER0233* NAD 83(1986)-  34 17 45.     (N)    109 24 34.     (W)     SCALED    
 ER0233* NAVD 88     -      1923.839  (meters)    6311.80   (feet)  ADJUSTED  
 ER0233  ___________________________________________________________________
 ER0233  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 ER0233  DYNAMIC HT  -        1920.977 (meters)    6302.41  (feet)  COMP
 ER0233  MODELED GRAV-     979,079.2   (mgal)                       NAVD 88
 ER0233
 ER0233  VERT ORDER  -  SECOND    CLASS 0
 ER0233
 ER0233.The horizontal coordinates were scaled from a topographic map and have
 ER0233.an estimated accuracy of +/- 6 seconds.
 ER0233
 ER0233.The orthometric height was determined by differential leveling
 ER0233.and adjusted in June 1991.
 ER0233
 ER0233.The geoid height was determined by GEOID03.
 ER0233
 ER0233.The dynamic height is computed by dividing the NAVD 88
 ER0233.geopotential number by the normal gravity value computed on the
 ER0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0233.degrees latitude (g = 980.6199 gals.).
 ER0233
 ER0233.The modeled gravity was interpolated from observed gravity values.
 ER0233
 ER0233;                    North         East    Units  Estimated Accuracy
 ER0233;SPC AZ E     -   365,730.      283,070.      MT  (+/- 180 meters Scaled)
 ER0233
 ER0233                          SUPERSEDED SURVEY CONTROL
 ER0233
 ER0233  NGVD 29 (??/??/92) 1922.963  (m)         6308.92   (f) ADJ UNCH    2 0
 ER0233
 ER0233.Superseded values are not recommended for survey control.
 ER0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0233.See file dsdata.txt to determine how the superseded data were derived.
 ER0233
 ER0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC463961(NAD 83)
 ER0233_MARKER: DB = BENCH MARK DISK
 ER0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0233_STAMPING: H 47 1934
 ER0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0233+STABILITY: SURFACE MOTION
 ER0233
 ER0233  HISTORY     - Date     Condition        Report By
 ER0233  HISTORY     - 1934     MONUMENTED       CGS
 ER0233
 ER0233                          STATION DESCRIPTION
 ER0233
 ER0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0233'13.8 MI N FROM SPRINGERVILLE.
 ER0233'13.8 MILES NORTH ALONG U.S. HIGHWAY 260 FROM SPRINGERVILLE, APACHE
 ER0233'COUNTY, 0.4 MILE NORTH OF A SMALL LAKE AND SOME RANCH BUILDINGS ON THE
 ER0233'WEST SIDE OF THE HIGHWAY, 43 FEET WEST OF THE CENTERLINE OF THE
 ER0233'HIGHWAY, IN LINE WITH A ROW OF TELEPHONE POLES, 5 FEET EAST OF THE
 ER0233'FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 47 1934
 ER0233'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 ER0233'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1192 ***********************************************************************
 DA1192  DESIGNATION -  H 470
 DA1192  PID         -  DA1192
 DA1192  STATE/COUNTY-  AZ/YUMA
 DA1192  USGS QUAD   -  MOHAWK (1982)
 DA1192
 DA1192                         *CURRENT SURVEY CONTROL
 DA1192  ___________________________________________________________________
 DA1192* NAD 83(1986)-  32 42 48.     (N)    113 50 27.     (W)     SCALED    
 DA1192* NAVD 88     -       108.243  (meters)     355.13   (feet)  ADJUSTED  
 DA1192  ___________________________________________________________________
 DA1192  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DA1192  DYNAMIC HT  -         108.119 (meters)     354.72  (feet)  COMP
 DA1192  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 DA1192
 DA1192  VERT ORDER  -  FIRST     CLASS II
 DA1192
 DA1192.The horizontal coordinates were scaled from a topographic map and have
 DA1192.an estimated accuracy of +/- 6 seconds.
 DA1192
 DA1192.The orthometric height was determined by differential leveling
 DA1192.and adjusted in June 1991.
 DA1192
 DA1192.The geoid height was determined by GEOID03.
 DA1192
 DA1192.The dynamic height is computed by dividing the NAVD 88
 DA1192.geopotential number by the normal gravity value computed on the
 DA1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1192.degrees latitude (g = 980.6199 gals.).
 DA1192
 DA1192.The modeled gravity was interpolated from observed gravity values.
 DA1192
 DA1192;                    North         East    Units  Estimated Accuracy
 DA1192;SPC AZ W     -   189,970.      204,850.      MT  (+/- 180 meters Scaled)
 DA1192
 DA1192                          SUPERSEDED SURVEY CONTROL
 DA1192
 DA1192.No superseded survey control is available for this station.
 DA1192
 DA1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB337230(NAD 83)
 DA1192_MARKER: I = METAL ROD
 DA1192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1192_SP_SET: STAINLESS STEEL ROD
 DA1192_STAMPING: H 470 1981
 DA1192_MARK LOGO: NGS   
 DA1192_PROJECTION: FLUSH
 DA1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1192_ROD/PIPE-DEPTH: 6.1  meters
 DA1192
 DA1192  HISTORY     - Date     Condition        Report By
 DA1192  HISTORY     - 1981     MONUMENTED       NGS
 DA1192
 DA1192                          STATION DESCRIPTION
 DA1192
 DA1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1192'10.8 KM (6.7 MI) NE FROM TACNA.
 DA1192'10.8 KM (6.7 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1192'IN TACNA, 0.8 KM (0.5 MI) NORTHEAST OF SOUTHERN PACIFIC RAILROAD
 DA1192'MILEPOLE 787, SET IN LINE WITH A ROW OF TELEPHONE POLES, 57.9 M
 DA1192'(190 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.6 M (38.0 FT)
 DA1192'SOUTHEAST OF THE SOUTHEAST RAIL, 9.3 M (30.5 FT) SOUTHEAST OF THE
 DA1192'SOUTHEAST CORNER OF A RAILROAD SIGNAL BOX, 1.8 M (6.0 FT) NORTHEAST
 DA1192'OF A TELEPHONE WITH A TRANSFORMER.
 DA1192'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA1192'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0815 ***********************************************************************
 ET0815  DESIGNATION -  H 471
 ET0815  PID         -  ET0815
 ET0815  STATE/COUNTY-  AZ/MOHAVE
 ET0815  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0815
 ET0815                         *CURRENT SURVEY CONTROL
 ET0815  ___________________________________________________________________
 ET0815* NAD 83(1986)-  34 36 21.     (N)    113 48 54.     (W)     SCALED    
 ET0815* NAVD 88     -       937.836  (meters)    3076.88   (feet)  ADJUSTED  
 ET0815  ___________________________________________________________________
 ET0815  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0815  DYNAMIC HT  -         936.720 (meters)    3073.22  (feet)  COMP
 ET0815  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 ET0815  OBS GRAVITY -     979,411.9   (mgal)                       GRAV_OBS
 ET0815
 ET0815  VERT ORDER  -  FIRST     CLASS II
 ET0815
 ET0815.The horizontal coordinates were scaled from a topographic map and have
 ET0815.an estimated accuracy of +/- 6 seconds.
 ET0815
 ET0815.The orthometric height was determined by differential leveling
 ET0815.and adjusted in June 1991.
 ET0815
 ET0815.The geoid height was determined by GEOID03.
 ET0815
 ET0815.The dynamic height is computed by dividing the NAVD 88
 ET0815.geopotential number by the normal gravity value computed on the
 ET0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0815.degrees latitude (g = 980.6199 gals.).
 ET0815
 ET0815.The modeled gravity was interpolated from observed gravity values.
 ET0815.The observed gravity was obtained from relative gravimeter ties
 ET0815.to the IGSN71 gravity network.
 ET0815
 ET0815;                    North         East    Units  Estimated Accuracy
 ET0815;SPC AZ W     -   399,870.      207,400.      MT  (+/- 180 meters Scaled)
 ET0815
 ET0815                          SUPERSEDED SURVEY CONTROL
 ET0815
 ET0815.No superseded survey control is available for this station.
 ET0815
 ET0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD418329(NAD 83)
 ET0815_MARKER: I = METAL ROD
 ET0815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0815_SP_SET: STAINLESS STEEL ROD
 ET0815_STAMPING: H 471 1981
 ET0815_MARK LOGO: NGS   
 ET0815_PROJECTION: FLUSH
 ET0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0815_ROD/PIPE-DEPTH: 5.5  meters
 ET0815
 ET0815  HISTORY     - Date     Condition        Report By
 ET0815  HISTORY     - 1981     MONUMENTED       NGS
 ET0815
 ET0815                          STATION DESCRIPTION
 ET0815
 ET0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0815'43.9 KM (27.3 MI) SE FROM YUCCA.
 ET0815'43.9 KM (27.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0815'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE JUNCTION OF A DIRT ROAD LEADING
 ET0815'SOUTHWEST, 22.6 METERS (74.0 FT) SOUTHWEST OF THE CENTERLINE OF ALAMO
 ET0815'ROAD, 7.5 METERS (24.5 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT
 ET0815'ROAD, 2.1 METERS (7.0 FT) NORTHWEST OF A LONE JOSHUA TREE, 1.8 METERS
 ET0815'(6.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF A BARBED WIRE FENCE, ROD
 ET0815'DRIVEN TO REFUSAL.
 ET0815'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ET0815'THE MARK IS ABOVE LEVEL WITH ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1307 ***********************************************************************
 DU1307  DESIGNATION -  H 473
 DU1307  PID         -  DU1307
 DU1307  STATE/COUNTY-  AZ/MARICOPA
 DU1307  USGS QUAD   -  HORSE MESA DAM (1978)
 DU1307
 DU1307                         *CURRENT SURVEY CONTROL
 DU1307  ___________________________________________________________________
 DU1307* NAD 83(1986)-  33 32 00.     (N)    111 22 10.     (W)     SCALED    
 DU1307* NAVD 88     -       608.679  (meters)    1996.97   (feet)  ADJUSTED  
 DU1307  ___________________________________________________________________
 DU1307  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DU1307  DYNAMIC HT  -         607.901 (meters)    1994.42  (feet)  COMP
 DU1307  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 DU1307
 DU1307  VERT ORDER  -  FIRST     CLASS II
 DU1307
 DU1307.The horizontal coordinates were scaled from a topographic map and have
 DU1307.an estimated accuracy of +/- 6 seconds.
 DU1307
 DU1307.The orthometric height was determined by differential leveling
 DU1307.and adjusted in June 1991.
 DU1307
 DU1307.The geoid height was determined by GEOID03.
 DU1307
 DU1307.The dynamic height is computed by dividing the NAVD 88
 DU1307.geopotential number by the normal gravity value computed on the
 DU1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1307.degrees latitude (g = 980.6199 gals.).
 DU1307
 DU1307.The modeled gravity was interpolated from observed gravity values.
 DU1307
 DU1307;                    North         East    Units  Estimated Accuracy
 DU1307;SPC AZ C     -   281,030.      264,190.      MT  (+/- 180 meters Scaled)
 DU1307
 DU1307                          SUPERSEDED SURVEY CONTROL
 DU1307
 DU1307.No superseded survey control is available for this station.
 DU1307
 DU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC656104(NAD 83)
 DU1307_MARKER: DB = BENCH MARK DISK
 DU1307_SETTING: 66 = SET IN ROCK OUTCROP
 DU1307_SP_SET: ROCK OUTCROP
 DU1307_STAMPING: H 473 1980
 DU1307_MARK LOGO: NGS   
 DU1307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1307+STABILITY: POSITION/ELEVATION WELL
 DU1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1307+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1307
 DU1307  HISTORY     - Date     Condition        Report By
 DU1307  HISTORY     - 1980     MONUMENTED       NGS
 DU1307  HISTORY     - 20070512 GOOD             GEOCAC
 DU1307  HISTORY     - 20081008 GOOD             GEOCAC
 DU1307
 DU1307                          STATION DESCRIPTION
 DU1307
 DU1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1307'2.7 KM (1.7 MI) NE FROM TORTILLA FLAT.
 DU1307'2.7 KM (1.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1307'AT TORTILLA FLAT, IN LINE WITH A DEEP WASH LEADING NORTHWEST, SET IN
 DU1307'TOP OF A CONGLOMERATE ROCK OUTCROP AT THE NORTHWEST END OF A TALL
 DU1307'BEDROCK HIGHWAY CUT, 13.4 METERS (44.0 FT) NORTH OF THE CENTERLINE
 DU1307'O THE HIGHWAY, 59.7 METERS (196 FT) EAST OF HIGHWAY MILEPOST 215,
 DU1307'14.9 METERS (49.0 FT) NORTHEAST OF THE EAST END OF A SHORT STEEL
 DU1307'GUARDRAIL.
 DU1307'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 DU1307'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1307
 DU1307                          STATION RECOVERY (2007)
 DU1307
 DU1307'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1307'RECOVERED IN GOOD CONDITION.
 DU1307
 DU1307                          STATION RECOVERY (2008)
 DU1307
 DU1307'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1307'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU1307'33 32.008' W 111
 DU1307'22.185'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1341 ***********************************************************************
 DU1341  DESIGNATION -  H 474
 DU1341  PID         -  DU1341
 DU1341  STATE/COUNTY-  AZ/MARICOPA
 DU1341  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1341
 DU1341                         *CURRENT SURVEY CONTROL
 DU1341  ___________________________________________________________________
 DU1341* NAD 83(1986)-  33 31 25.     (N)    111 55 52.     (W)     SCALED    
 DU1341* NAVD 88     -       401.467  (meters)    1317.15   (feet)  ADJUSTED  
 DU1341  ___________________________________________________________________
 DU1341  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1341  DYNAMIC HT  -         400.999 (meters)    1315.61  (feet)  COMP
 DU1341  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 DU1341
 DU1341  VERT ORDER  -  FIRST     CLASS II
 DU1341
 DU1341.The horizontal coordinates were scaled from a topographic map and have
 DU1341.an estimated accuracy of +/- 6 seconds.
 DU1341
 DU1341.The orthometric height was determined by differential leveling
 DU1341.and adjusted in November 1993.
 DU1341.WARNING-Repeat measurements at this control monument indicate possible
 DU1341.vertical movement.
 DU1341
 DU1341.The geoid height was determined by GEOID03.
 DU1341
 DU1341.The dynamic height is computed by dividing the NAVD 88
 DU1341.geopotential number by the normal gravity value computed on the
 DU1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1341.degrees latitude (g = 980.6199 gals.).
 DU1341
 DU1341.The modeled gravity was interpolated from observed gravity values.
 DU1341
 DU1341;                    North         East    Units  Estimated Accuracy
 DU1341;SPC AZ C     -   279,820.      212,020.      MT  (+/- 180 meters Scaled)
 DU1341
 DU1341                          SUPERSEDED SURVEY CONTROL
 DU1341
 DU1341  NAVD 88 (06/15/91)  401.483  (m)         1317.20   (f) UNKNOWN     1 2
 DU1341
 DU1341.Superseded values are not recommended for survey control.
 DU1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1341.See file dsdata.txt to determine how the superseded data were derived.
 DU1341
 DU1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC135097(NAD 83)
 DU1341_MARKER: I = METAL ROD
 DU1341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1341_SP_SET: STAINLESS STEEL ROD
 DU1341_STAMPING: H 474 1981
 DU1341_MARK LOGO: NGS   
 DU1341_PROJECTION: FLUSH
 DU1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1341_ROD/PIPE-DEPTH: 7.6  meters
 DU1341
 DU1341  HISTORY     - Date     Condition        Report By
 DU1341  HISTORY     - 1981     MONUMENTED       NGS
 DU1341  HISTORY     - 1984     GOOD             AZDT
 DU1341  HISTORY     - 19980101 GOOD             MCDOT
 DU1341  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU1341
 DU1341                          STATION DESCRIPTION
 DU1341
 DU1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1341'3.5 KM (2.2 MI) WEST FROM SCOTTSDALE.
 DU1341'1.3 KM (0.8 MI) SOUTH ALONG HAYDEN ROAD FROM THE CROSSING OF THE
 DU1341'ARIZONA CANAL AT SCOTTSDALE, THENCE 2.2 KM (1.4 MI) WEST ALONG
 DU1341'MCDONALD DRIVE, AT THE NORTHEAST CORNER OF THE KIVA ELEMENTARY
 DU1341'SCHOOL PLAYGROUND, 32.6 METERS (118.7 FT) SOUTH OF THE CENTERLINE
 DU1341'OF THE DRIVE, 4 METERS (13.2 FT) EAST OF THE EXTENDED CENTERLINE
 DU1341'OF THE DRIVEWAY LEADING TO THE SCHOOL PARKING LOT, 7.2 METERS
 DU1341'(23.6 FT) EAST OF THE CENTER OF A CHAIN LINK FENCE GATE, 0.9 METER
 DU1341'(3 FT) NORTH OF A FENCE LINE, 0.7 METER (2.3 FT) WEST OF A FENCE
 DU1341'LINE.
 DU1341'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 DU1341'THE MARK IS 0.6 M BELOW THE SCHOOL PARKING LOT.
 DU1341
 DU1341                          STATION RECOVERY (1984)
 DU1341
 DU1341'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1341'RECOVERED IN GOOD CONDITION.
 DU1341
 DU1341                          STATION RECOVERY (1998)
 DU1341
 DU1341'RECOVERY NOTE BY MARICOPA CO DOT 1998 (BPD)
 DU1341'I GOING THROUGH SOME PAST PAPER WORK I RAN ACROSS SOME NOTES REGARDING
 DU1341'THIS POINT. IT WAS RECOVERED IN 1998 BY SRP HOWEVER IT APPEARS TO BE
 DU1341'SUBSIDING AS EVIDENCED BY SOME LEVEL RUNS. THERE IS NO MORE
 DU1341'INFORMATION THAN THAT, I SIMPLY WANTED TO RAISE AWARENESS OF THE
 DU1341'SITUATION.
 DU1341
 DU1341                          STATION RECOVERY (2006)
 DU1341
 DU1341'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1341'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1341'MARK. A SIDEWALK WAS PLACED AT THE DESCRIBED LOCATION IN 2000.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1271 ***********************************************************************
 DV1271  DESIGNATION -  H 475
 DV1271  PID         -  DV1271
 DV1271  STATE/COUNTY-  AZ/MARICOPA
 DV1271  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1271
 DV1271                         *CURRENT SURVEY CONTROL
 DV1271  ___________________________________________________________________
 DV1271* NAD 83(1986)-  33 40 52.     (N)    112 14 17.     (W)     SCALED    
 DV1271* NAVD 88     -       390.805  (meters)    1282.17   (feet)  ADJUSTED  
 DV1271  ___________________________________________________________________
 DV1271  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV1271  DYNAMIC HT  -         390.352 (meters)    1280.68  (feet)  COMP
 DV1271  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DV1271
 DV1271  VERT ORDER  -  FIRST     CLASS II
 DV1271
 DV1271.The horizontal coordinates were scaled from a topographic map and have
 DV1271.an estimated accuracy of +/- 6 seconds.
 DV1271
 DV1271.The orthometric height was determined by differential leveling
 DV1271.and adjusted in June 1991.
 DV1271
 DV1271.The geoid height was determined by GEOID03.
 DV1271
 DV1271.The dynamic height is computed by dividing the NAVD 88
 DV1271.geopotential number by the normal gravity value computed on the
 DV1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1271.degrees latitude (g = 980.6199 gals.).
 DV1271
 DV1271.The modeled gravity was interpolated from observed gravity values.
 DV1271
 DV1271;                    North         East    Units  Estimated Accuracy
 DV1271;SPC AZ C     -   297,330.      183,560.      MT  (+/- 180 meters Scaled)
 DV1271
 DV1271                          SUPERSEDED SURVEY CONTROL
 DV1271
 DV1271.No superseded survey control is available for this station.
 DV1271
 DV1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852274(NAD 83)
 DV1271_MARKER: DB = BENCH MARK DISK
 DV1271_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1271_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1271_STAMPING: H 475 1981
 DV1271_MARK LOGO: NGS   
 DV1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1271+STABILITY: POSITION/ELEVATION WELL
 DV1271
 DV1271  HISTORY     - Date     Condition        Report By
 DV1271  HISTORY     - 1981     MONUMENTED       NGS
 DV1271  HISTORY     - 19990107 GOOD             USPSQD
 DV1271  HISTORY     - 20000109 GOOD             USPSQD
 DV1271  HISTORY     - 20060808 MARK NOT FOUND   GEOCAC
 DV1271
 DV1271                          STATION DESCRIPTION
 DV1271
 DV1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1271'34.6 KM (21.5 MI) NW FROM PHOENIX.
 DV1271'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1271'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1271'ALONG BEARDSLEY ROAD, THENCE 1.6 KM (1.0 MI) NORTH ALONG 67TH AVENUE,
 DV1271'THENCE 3.2 KM (2.0 MI) WEST ALONG DEER VALLEY ROAD, 13.6 KM (8.5 MI)
 DV1271'NORTHEAST OF SUN CITY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 DV1271'OF 83RD AVENUE, AT AN ABANDONED IRRIGATION DEEP WATER WELL, IN TOP OF
 DV1271'THE NORTHWEST CORNER OF THE CONCRETE PAD WHICH IS ATTACHED TO THE
 DV1271'CASING, 17.1 METERS (56 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, 19.8
 DV1271'METERS (65 FT) WEST OF THE CENTERLINE OF THE DRIVE, 0.55 METERS
 DV1271'(1.8 FT) EAST OF THE WEST EDGE OF THE PAD, 0.55 METER (1.8 FT) SOUTH
 DV1271'OF THE NORTH EDGE OF THE PAD.
 DV1271'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 DV1271
 DV1271                          STATION RECOVERY (1999)
 DV1271
 DV1271'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1271'RECOVERED IN GOOD CONDITION.
 DV1271
 DV1271                          STATION RECOVERY (2000)
 DV1271
 DV1271'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1271'RECOVERED IN GOOD CONDITION.
 DV1271
 DV1271                          STATION RECOVERY (2006)
 DV1271
 DV1271'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1271'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION. NO EVIDENCE OF
 DV1271'A WELL CASING OR CONCRETE PAD REMAINS. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1232 ***********************************************************************
 DV1232  DESIGNATION -  H 476
 DV1232  PID         -  DV1232
 DV1232  STATE/COUNTY-  AZ/MARICOPA
 DV1232  USGS QUAD   -  TONOPAH (1984)
 DV1232
 DV1232                         *CURRENT SURVEY CONTROL
 DV1232  ___________________________________________________________________
 DV1232* NAD 83(1986)-  33 25 53.     (N)    112 53 07.     (W)     SCALED    
 DV1232* NAVD 88     -       306.744  (meters)    1006.38   (feet)  ADJUSTED  
 DV1232  ___________________________________________________________________
 DV1232  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1232  DYNAMIC HT  -         306.389 (meters)    1005.21  (feet)  COMP
 DV1232  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 DV1232
 DV1232  VERT ORDER  -  FIRST     CLASS II
 DV1232
 DV1232.The horizontal coordinates were scaled from a topographic map and have
 DV1232.an estimated accuracy of +/- 6 seconds.
 DV1232
 DV1232.The orthometric height was determined by differential leveling
 DV1232.and adjusted in June 1991.
 DV1232
 DV1232.The geoid height was determined by GEOID03.
 DV1232
 DV1232.The dynamic height is computed by dividing the NAVD 88
 DV1232.geopotential number by the normal gravity value computed on the
 DV1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1232.degrees latitude (g = 980.6199 gals.).
 DV1232
 DV1232.The modeled gravity was interpolated from observed gravity values.
 DV1232
 DV1232;                    North         East    Units  Estimated Accuracy
 DV1232;SPC AZ C     -   270,010.      123,290.      MT  (+/- 180 meters Scaled)
 DV1232
 DV1232                          SUPERSEDED SURVEY CONTROL
 DV1232
 DV1232.No superseded survey control is available for this station.
 DV1232
 DV1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC247007(NAD 83)
 DV1232_MARKER: DB = BENCH MARK DISK
 DV1232_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1232_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1232_STAMPING: H 476 1981
 DV1232_MARK LOGO: NGS   
 DV1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1232+STABILITY: POSITION/ELEVATION WELL
 DV1232
 DV1232  HISTORY     - Date     Condition        Report By
 DV1232  HISTORY     - 1981     MONUMENTED       NGS
 DV1232
 DV1232                          STATION DESCRIPTION
 DV1232
 DV1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1232'18.2 KM (11.35 MI) NW FROM HASSAYAMPA.
 DV1232'17.9 KM (11.15 MI) NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE
 DV1232'CHEVRON SERVICE STATION AND STORE AT HASSAYAMPA, THENCE 0.3 KM
 DV1232'(0.2 MI) SOUTHWEST ACROSS COUNTRY, AT AN ABANDONED DEEP WATER WELL,
 DV1232'IN TOP OF THE NORTHWEST CORNER OF THE CONCRETE PAD WHICH IS ATTACHED
 DV1232'TO THE CASING PROJECTING 2 FT ABOVE THE GROUND, 0.25 KM (0.15 MI) WEST
 DV1232'OF A SMALL ROCK HOUSE, NEAR THE NORTH BASE OF A ROCKY KNOLL, 10.7
 DV1232'METERS (35 FT) NORTH OF A POWER LINE POLE WITH A TRANSFORMER, 3.6
 DV1232'METERS (12 FT) WEST OF A 36-INCH CONCRETE VENT PIPE WHICH PROJECTS
 DV1232'12 FT ABOVE THE GROUND, 0.6 METER (2.0 FT) NORTHWEST OF THE CENTER
 DV1232'OF THE WELL, 0.45 METER (1.5 FT) SOUTH OF THE NORTH EDGE OF THE PAD,
 DV1232'0.5 METER (1.7 FT) EAST OF THE WEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1372 ***********************************************************************
 DV1372  DESIGNATION -  H 477
 DV1372  PID         -  DV1372
 DV1372  STATE/COUNTY-  AZ/LA PAZ
 DV1372  USGS QUAD   -  SOCORRO MINE (1990)
 DV1372
 DV1372                         *CURRENT SURVEY CONTROL
 DV1372  ___________________________________________________________________
 DV1372* NAD 83(1986)-  33 41 24.     (N)    113 27 23.     (W)     SCALED    
 DV1372* NAVD 88     -       484.597  (meters)    1589.88   (feet)  ADJUSTED  
 DV1372  ___________________________________________________________________
 DV1372  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DV1372  DYNAMIC HT  -         484.030 (meters)    1588.02  (feet)  COMP
 DV1372  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 DV1372
 DV1372  VERT ORDER  -  FIRST     CLASS II
 DV1372
 DV1372.The horizontal coordinates were scaled from a topographic map and have
 DV1372.an estimated accuracy of +/- 6 seconds.
 DV1372
 DV1372.The orthometric height was determined by differential leveling
 DV1372.and adjusted in June 1991.
 DV1372
 DV1372.The geoid height was determined by GEOID03.
 DV1372
 DV1372.The dynamic height is computed by dividing the NAVD 88
 DV1372.geopotential number by the normal gravity value computed on the
 DV1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1372.degrees latitude (g = 980.6199 gals.).
 DV1372
 DV1372.The modeled gravity was interpolated from observed gravity values.
 DV1372
 DV1372;                    North         East    Units  Estimated Accuracy
 DV1372;SPC AZ W     -   298,320.      240,580.      MT  (+/- 180 meters Scaled)
 DV1372
 DV1372                          SUPERSEDED SURVEY CONTROL
 DV1372
 DV1372.No superseded survey control is available for this station.
 DV1372
 DV1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC723304(NAD 83)
 DV1372_MARKER: I = METAL ROD
 DV1372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1372_SP_SET: STAINLESS STEEL ROD
 DV1372_STAMPING: H 477 1981
 DV1372_MARK LOGO: NGS   
 DV1372_PROJECTION: FLUSH
 DV1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1372_ROD/PIPE-DEPTH: 3.4  meters
 DV1372
 DV1372  HISTORY     - Date     Condition        Report By
 DV1372  HISTORY     - 1981     MONUMENTED       NGS
 DV1372
 DV1372                          STATION DESCRIPTION
 DV1372
 DV1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1372'18.5 KM (11.5 MI) SE FROM SALOME.
 DV1372'18.5 KM (11.5 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1372'HIGHWAY 60 AT SALOME, AT THE HALF SECTION LINE OF SECTIONS 13-14,
 DV1372'RANGE 12 WEST TOWNSHIP 4 NORTH, 23.9 METERS (78.5 FT) NORTHEAST OF THE
 DV1372'CENTERLINE OF THE ROAD, 8.5 METERS (28 FT) WEST OF THE CENTER OF THE
 DV1372'CROSSING OF A WASH, 1.1 METERS (3.6 FT) SOUTHWEST OF A USGLO 3-INCH
 DV1372'PIPE AND CAP MARK WHICH PROJECTS 1.5 FEET ABOVE THE GROUND, THE ROD
 DV1372'WAS DRIVEN TO REFUSAL AT A DEPTH OF 11 FEET.
 DV1372'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1372'THE MARK IS 0.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1404 ***********************************************************************
 DV1404  DESIGNATION -  H 478
 DV1404  PID         -  DV1404
 DV1404  STATE/COUNTY-  AZ/LA PAZ
 DV1404  USGS QUAD   -  VICKSBURG (1990)
 DV1404
 DV1404                         *CURRENT SURVEY CONTROL
 DV1404  ___________________________________________________________________
 DV1404* NAD 83(1986)-  33 42 58.     (N)    113 46 56.     (W)     SCALED    
 DV1404* NAVD 88     -       370.572  (meters)    1215.79   (feet)  ADJUSTED  
 DV1404  ___________________________________________________________________
 DV1404  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV1404  DYNAMIC HT  -         370.151 (meters)    1214.40  (feet)  COMP
 DV1404  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 DV1404
 DV1404  VERT ORDER  -  FIRST     CLASS II
 DV1404
 DV1404.The horizontal coordinates were scaled from a topographic map and have
 DV1404.an estimated accuracy of +/- 6 seconds.
 DV1404
 DV1404.The orthometric height was determined by differential leveling
 DV1404.and adjusted in June 1991.
 DV1404
 DV1404.The geoid height was determined by GEOID03.
 DV1404
 DV1404.The dynamic height is computed by dividing the NAVD 88
 DV1404.geopotential number by the normal gravity value computed on the
 DV1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1404.degrees latitude (g = 980.6199 gals.).
 DV1404
 DV1404.The modeled gravity was interpolated from observed gravity values.
 DV1404
 DV1404;                    North         East    Units  Estimated Accuracy
 DV1404;SPC AZ W     -   301,180.      210,370.      MT  (+/- 180 meters Scaled)
 DV1404
 DV1404                          SUPERSEDED SURVEY CONTROL
 DV1404
 DV1404.No superseded survey control is available for this station.
 DV1404
 DV1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC421341(NAD 83)
 DV1404_MARKER: I = METAL ROD
 DV1404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1404_SP_SET: STAINLESS STEEL ROD
 DV1404_STAMPING: H 478 1981
 DV1404_MARK LOGO: NGS   
 DV1404_PROJECTION: FLUSH
 DV1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1404_ROD/PIPE-DEPTH: 6.5  meters
 DV1404
 DV1404  HISTORY     - Date     Condition        Report By
 DV1404  HISTORY     - 1981     MONUMENTED       NGS
 DV1404
 DV1404                          STATION DESCRIPTION
 DV1404
 DV1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1404'18.9 KM (11.75 MI) SW FROM SALOME.
 DV1404'18.9 KM (11.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1404'OF SALOME ROAD IN SALOME, 55.7 METERS (182 FT) SOUTHWEST OF THE
 DV1404'SOUTHWEST END OF THE SOUTHEAST HEADWALL FOR A CONCRETE DOUBLE BOX
 DV1404'CULVERT UNDER THE HIGHWAY, 21.1 METERS (69.0 FT) SOUTHEAST OF HIGHWAY
 DV1404'MILEPOST 45, 26.8 METERS (88.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DV1404'HIGHWAY, 9.4 METERS (30.7 FT) SOUTHWEST OF A POWER POLE, 0.3 METERS
 DV1404'(1.0 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DV1404'THE MARK IS 04 METERS  NE FROM A WITNESS POST.
 DV1404'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1299 ***********************************************************************
 DW1299  DESIGNATION -  H 479
 DW1299  PID         -  DW1299
 DW1299  STATE/COUNTY-  AZ/LA PAZ
 DW1299  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1299
 DW1299                         *CURRENT SURVEY CONTROL
 DW1299  ___________________________________________________________________
 DW1299* NAD 83(1986)-  33 38 48.     (N)    114 20 09.     (W)     SCALED    
 DW1299* NAVD 88     -       360.572  (meters)    1182.98   (feet)  ADJUSTED  
 DW1299  ___________________________________________________________________
 DW1299  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DW1299  DYNAMIC HT  -         360.166 (meters)    1181.64  (feet)  COMP
 DW1299  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 DW1299
 DW1299  VERT ORDER  -  FIRST     CLASS II
 DW1299
 DW1299.The horizontal coordinates were scaled from a topographic map and have
 DW1299.an estimated accuracy of +/- 6 seconds.
 DW1299
 DW1299.The orthometric height was determined by differential leveling
 DW1299.and adjusted in June 1991.
 DW1299
 DW1299.The geoid height was determined by GEOID03.
 DW1299
 DW1299.The dynamic height is computed by dividing the NAVD 88
 DW1299.geopotential number by the normal gravity value computed on the
 DW1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1299.degrees latitude (g = 980.6199 gals.).
 DW1299
 DW1299.The modeled gravity was interpolated from observed gravity values.
 DW1299
 DW1299;                    North         East    Units  Estimated Accuracy
 DW1299;SPC AZ W     -   293,630.      159,020.      MT  (+/- 180 meters Scaled)
 DW1299
 DW1299                          SUPERSEDED SURVEY CONTROL
 DW1299
 DW1299.No superseded survey control is available for this station.
 DW1299
 DW1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT470261(NAD 83)
 DW1299_MARKER: DB = BENCH MARK DISK
 DW1299_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DW1299_SP_SET: PIER FOUNDATION ON BEDROCK
 DW1299_STAMPING: H 479 1981
 DW1299_MARK LOGO: NGS   
 DW1299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1299+STABILITY: POSITION/ELEVATION WELL
 DW1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW1299+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW1299
 DW1299  HISTORY     - Date     Condition        Report By
 DW1299  HISTORY     - 1981     MONUMENTED       NGS
 DW1299  HISTORY     - 20090218 GOOD             GEOCAC
 DW1299
 DW1299                          STATION DESCRIPTION
 DW1299
 DW1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1299'11.7 KM (7.3 MI) WEST FROM QUARTZSITE.
 DW1299'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1299'95 OVERPASS IN QUARTZSITE, THENCE 9.5 KM (5.9 MI) WEST ALONG OLD U.S.
 DW1299'HIGHWAY 60, SET IN TOP OF THE SOUTH END OF THE CONCRETE FOOTING FOR
 DW1299'THE WEST SET OF PIERS FOR THE EAST-BOUND BRIDGE ON INTERSTATE 10 OVER
 DW1299'DOME ROCK ROAD, 5.2 METERS (17.0 FT) WEST OF THE CENTERLINE OF DOME
 DW1299'ROCK ROAD.
 DW1299'THE MARK IS ABOVE LEVEL WITH DOME ROCK ROAD.
 DW1299
 DW1299                          STATION RECOVERY (2009)
 DW1299
 DW1299'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW1299'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW1299'COORDINATES OF N 33 38 47.6 W 114 20 09.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0171 ***********************************************************************
 ER0171  DESIGNATION -  H 48
 ER0171  PID         -  ER0171
 ER0171  STATE/COUNTY-  AZ/APACHE
 ER0171  USGS QUAD   -  CEADRO SPRING (1984)
 ER0171
 ER0171                         *CURRENT SURVEY CONTROL
 ER0171  ___________________________________________________________________
 ER0171* NAD 83(1986)-  34 51 38.     (N)    109 14 42.     (W)     SCALED    
 ER0171* NAVD 88     -      1887.004  (meters)    6190.95   (feet)  ADJUSTED  
 ER0171  ___________________________________________________________________
 ER0171  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 ER0171  DYNAMIC HT  -        1884.285 (meters)    6182.02  (feet)  COMP
 ER0171  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 ER0171
 ER0171  VERT ORDER  -  SECOND    CLASS 0
 ER0171
 ER0171.The horizontal coordinates were scaled from a topographic map and have
 ER0171.an estimated accuracy of +/- 6 seconds.
 ER0171
 ER0171.The orthometric height was determined by differential leveling
 ER0171.and adjusted in June 1991.
 ER0171
 ER0171.The geoid height was determined by GEOID03.
 ER0171
 ER0171.The dynamic height is computed by dividing the NAVD 88
 ER0171.geopotential number by the normal gravity value computed on the
 ER0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0171.degrees latitude (g = 980.6199 gals.).
 ER0171
 ER0171.The modeled gravity was interpolated from observed gravity values.
 ER0171
 ER0171;                    North         East    Units  Estimated Accuracy
 ER0171;SPC AZ E     -   428,490.      297,630.      MT  (+/- 180 meters Scaled)
 ER0171
 ER0171                          SUPERSEDED SURVEY CONTROL
 ER0171
 ER0171  NGVD 29 (??/??/92) 1886.093  (m)         6187.96   (f) ADJ UNCH    2 0
 ER0171
 ER0171.Superseded values are not recommended for survey control.
 ER0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0171.See file dsdata.txt to determine how the superseded data were derived.
 ER0171
 ER0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD604589(NAD 83)
 ER0171_MARKER: DB = BENCH MARK DISK
 ER0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0171_STAMPING: H 48 1934
 ER0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0171+STABILITY: SURFACE MOTION
 ER0171
 ER0171  HISTORY     - Date     Condition        Report By
 ER0171  HISTORY     - 1934     MONUMENTED       CGS
 ER0171  HISTORY     - 1974     GOOD             USGS
 ER0171
 ER0171                          STATION DESCRIPTION
 ER0171
 ER0171'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ER0171'24.5 MI NE FROM ST JOHNS.
 ER0171'ST JOHNS, 24.5 MILES E AND N OF ALONG U S HWY 666 FROM THE
 ER0171'INTERSECTION OF U S HWY 666 AND U S HWY 180 IN ST JOHNS.  8 MILES N.
 ER0171'OF THE ZUNI RIVER TO A DIRT RD ON THE LEFT.  THENCE WEST ON DIRT RD
 ER0171'.15 MILES TO OLD HWY THENCE N. ALONG OLD HWY 2.5 MILES TO BM ON LEFT.
 ER0171'BM IS 38 FT. WEST OF CENTERLINE OF HWY.  A STANDARD USC AND GS TABLET
 ER0171'STAMPED H 48 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0753 ***********************************************************************
 ET0753  DESIGNATION -  H 480
 ET0753  PID         -  ET0753
 ET0753  STATE/COUNTY-  AZ/LA PAZ
 ET0753  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0753
 ET0753                         *CURRENT SURVEY CONTROL
 ET0753  ___________________________________________________________________
 ET0753* NAD 83(1986)-  34 01 13.     (N)    113 34 32.     (W)     SCALED    
 ET0753* NAVD 88     -       601.867  (meters)    1974.63   (feet)  ADJUSTED  
 ET0753  ___________________________________________________________________
 ET0753  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0753  DYNAMIC HT  -         601.170 (meters)    1972.34  (feet)  COMP
 ET0753  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 ET0753  OBS GRAVITY -     979,459.8   (mgal)                       GRAV_OBS
 ET0753
 ET0753  VERT ORDER  -  FIRST     CLASS II
 ET0753
 ET0753.The horizontal coordinates were scaled from a topographic map and have
 ET0753.an estimated accuracy of +/- 6 seconds.
 ET0753
 ET0753.The orthometric height was determined by differential leveling
 ET0753.and adjusted in June 1991.
 ET0753
 ET0753.The geoid height was determined by GEOID03.
 ET0753
 ET0753.The dynamic height is computed by dividing the NAVD 88
 ET0753.geopotential number by the normal gravity value computed on the
 ET0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0753.degrees latitude (g = 980.6199 gals.).
 ET0753
 ET0753.The modeled gravity was interpolated from observed gravity values.
 ET0753.The observed gravity was obtained from relative gravimeter ties
 ET0753.to the IGSN71 gravity network.
 ET0753
 ET0753;                    North         East    Units  Estimated Accuracy
 ET0753;SPC AZ W     -   334,930.      229,470.      MT  (+/- 180 meters Scaled)
 ET0753
 ET0753                          SUPERSEDED SURVEY CONTROL
 ET0753
 ET0753.No superseded survey control is available for this station.
 ET0753
 ET0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC621673(NAD 83)
 ET0753_MARKER: I = METAL ROD
 ET0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0753_SP_SET: STAINLESS STEEL ROD
 ET0753_STAMPING: H 480 1981
 ET0753_MARK LOGO: NGS   
 ET0753_PROJECTION: FLUSH
 ET0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0753+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 ET0753_ROD/PIPE-DEPTH: 3.9  meters
 ET0753
 ET0753  HISTORY     - Date     Condition        Report By
 ET0753  HISTORY     - 1981     MONUMENTED       NGS
 ET0753  HISTORY     - 19990306 GOOD             USPSQD
 ET0753  HISTORY     - 20070210 GOOD             USPSQD
 ET0753
 ET0753                          STATION DESCRIPTION
 ET0753
 ET0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0753'23.6 KM (14.7 MI) NORTH FROM WENDEN.
 ET0753'23.6 KM (14.7 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0753'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, SET ON A RISE IN THE SOUTHWEST
 ET0753'CORNER OF THE JUNCTION OF A SMALL DRY WASH, 16.0 METERS (52.5 FT) WEST
 ET0753'OF THE CENTERLINE OF THE ROAD, 37.2 METERS (122 FT) SOUTH OF THE WEST
 ET0753'END OF THE SOUTH ONE OF TWO 48-INCH CORRUGATED PIPE CULVERTS FOR A
 ET0753'WASH UNDER THE ROAD.
 ET0753'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 ET0753'THE MARK IS 0.6 M BELOW THE ROAD CENTERLINE.
 ET0753
 ET0753                          STATION RECOVERY (1999)
 ET0753
 ET0753'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0753'RECOVERED IN GOOD CONDITION.
 ET0753
 ET0753                          STATION RECOVERY (2007)
 ET0753
 ET0753'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0769 ***********************************************************************
 ET0769  DESIGNATION -  H 481
 ET0769  PID         -  ET0769
 ET0769  STATE/COUNTY-  AZ/LA PAZ
 ET0769  USGS QUAD   -  ALAMO DAM (1990)
 ET0769
 ET0769                         *CURRENT SURVEY CONTROL
 ET0769  ___________________________________________________________________
 ET0769* NAD 83(1986)-  34 13 20.     (N)    113 32 00.     (W)     SCALED    
 ET0769* NAVD 88     -       459.251  (meters)    1506.73   (feet)  ADJUSTED  
 ET0769  ___________________________________________________________________
 ET0769  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ET0769  DYNAMIC HT  -         458.735 (meters)    1505.03  (feet)  COMP
 ET0769  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 ET0769  OBS GRAVITY -     979,499.6   (mgal)                       GRAV_OBS
 ET0769
 ET0769  VERT ORDER  -  FIRST     CLASS II
 ET0769
 ET0769.The horizontal coordinates were scaled from a topographic map and have
 ET0769.an estimated accuracy of +/- 6 seconds.
 ET0769
 ET0769.The orthometric height was determined by differential leveling
 ET0769.and adjusted in June 1991.
 ET0769
 ET0769.The geoid height was determined by GEOID03.
 ET0769
 ET0769.The dynamic height is computed by dividing the NAVD 88
 ET0769.geopotential number by the normal gravity value computed on the
 ET0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0769.degrees latitude (g = 980.6199 gals.).
 ET0769
 ET0769.The modeled gravity was interpolated from observed gravity values.
 ET0769.The observed gravity was obtained from relative gravimeter ties
 ET0769.to the IGSN71 gravity network.
 ET0769
 ET0769;                    North         East    Units  Estimated Accuracy
 ET0769;SPC AZ W     -   357,330.      233,320.      MT  (+/- 180 meters Scaled)
 ET0769
 ET0769                          SUPERSEDED SURVEY CONTROL
 ET0769
 ET0769.No superseded survey control is available for this station.
 ET0769
 ET0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC666896(NAD 83)
 ET0769_MARKER: I = METAL ROD
 ET0769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0769_SP_SET: STAINLESS STEEL ROD
 ET0769_STAMPING: H 481 1981
 ET0769_MARK LOGO: NGS   
 ET0769_PROJECTION: FLUSH
 ET0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0769+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0769_ROD/PIPE-DEPTH: 1.2  meters
 ET0769
 ET0769  HISTORY     - Date     Condition        Report By
 ET0769  HISTORY     - 1981     MONUMENTED       NGS
 ET0769  HISTORY     - 19990306 GOOD             USPSQD
 ET0769  HISTORY     - 20070210 GOOD             USPSQD
 ET0769  HISTORY     - 20081016 GOOD             GEOCAC
 ET0769
 ET0769                          STATION DESCRIPTION
 ET0769
 ET0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0769'7.7 KM (4.8 MI) SE FROM ALAMO LAKE.
 ET0769'7.7 KM (4.8 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0769'SOUTHEAST END OF THE ALAMO DAM, 0.2 KM (0.1 MI) SOUTHEAST OF THE
 ET0769'BOTTOM OF A ROAD GRADE, 0.2 KM (0.1 MI) NORTHWEST OF THE NORTHWEST END
 ET0769'OF A ROAD CURVE, AT THE SOUTHWEST END OF A 0.2 KM (0.1 MI) ROAD FILL,
 ET0769'13.6 METERS (44.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 30.5
 ET0769'METERS (100 FT) NORTHWEST OF THE NORTHWEST END OF A LONG ALLUVIAL ROAD
 ET0769'CUT, 11.3 METERS (37.0 FT) SOUTHWEST OF THE CENTERLINE OF A SMALL
 ET0769'RAVINE.
 ET0769'THE MARK IS 06 METERS  E FROM A WITNESS POST.
 ET0769'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
 ET0769
 ET0769                          STATION RECOVERY (1999)
 ET0769
 ET0769'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0769'RECOVERED IN GOOD CONDITION.
 ET0769
 ET0769                          STATION RECOVERY (2007)
 ET0769
 ET0769'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0769'RECOVERED AS DESCRIBED.
 ET0769
 ET0769                          STATION RECOVERY (2008)
 ET0769
 ET0769'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0769'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0769' 
 ET0769'N 34 13.402'  W 113 32.088'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0794 ***********************************************************************
 ET0794  DESIGNATION -  H 482
 ET0794  PID         -  ET0794
 ET0794  STATE/COUNTY-  AZ/MOHAVE
 ET0794  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0794
 ET0794                         *CURRENT SURVEY CONTROL
 ET0794  ___________________________________________________________________
 ET0794* NAD 83(1986)-  34 20 23.     (N)    113 40 40.     (W)     SCALED    
 ET0794* NAVD 88     -       571.174  (meters)    1873.93   (feet)  ADJUSTED  
 ET0794  ___________________________________________________________________
 ET0794  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ET0794  DYNAMIC HT  -         570.515 (meters)    1871.76  (feet)  COMP
 ET0794  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 ET0794
 ET0794  VERT ORDER  -  FIRST     CLASS II
 ET0794
 ET0794.The horizontal coordinates were scaled from a topographic map and have
 ET0794.an estimated accuracy of +/- 6 seconds.
 ET0794
 ET0794.The orthometric height was determined by differential leveling
 ET0794.and adjusted in June 1991.
 ET0794
 ET0794.The geoid height was determined by GEOID03.
 ET0794
 ET0794.The dynamic height is computed by dividing the NAVD 88
 ET0794.geopotential number by the normal gravity value computed on the
 ET0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0794.degrees latitude (g = 980.6199 gals.).
 ET0794
 ET0794.The modeled gravity was interpolated from observed gravity values.
 ET0794
 ET0794;                    North         East    Units  Estimated Accuracy
 ET0794;SPC AZ W     -   370,350.      220,010.      MT  (+/- 180 meters Scaled)
 ET0794
 ET0794                          SUPERSEDED SURVEY CONTROL
 ET0794
 ET0794.No superseded survey control is available for this station.
 ET0794
 ET0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD536030(NAD 83)
 ET0794_MARKER: DB = BENCH MARK DISK
 ET0794_SETTING: 66 = SET IN ROCK OUTCROP
 ET0794_SP_SET: ROCK OUTCROP
 ET0794_STAMPING: H 482 1981
 ET0794_MARK LOGO: NGS   
 ET0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0794+STABILITY: POSITION/ELEVATION WELL
 ET0794
 ET0794  HISTORY     - Date     Condition        Report By
 ET0794  HISTORY     - 1981     MONUMENTED       NGS
 ET0794
 ET0794                          STATION DESCRIPTION
 ET0794
 ET0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0794'80.0 KM (49.75 MI) SE FROM YUCCA.
 ET0794'80.0 KM (49.75 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0794'INTERSTATE HIGHWAY 40 IN YUCCA, 0.8 KM (0.5 MI) SOUTHEAST OF THE
 ET0794'CENTER OF A CURVE IN SANDTRAP WASH, ON THE SOUTHWEST EDGE OF THE WASH,
 ET0794'SET IN TOP OF A BROWN VOLCANIC ROCK OUTCROP PROJECTING 7 FEET, 25.5
 ET0794'METERS (83.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 12.0 METERS
 ET0794'(40.0 FT) SOUTHWEST OF THE CENTERLINE OF THE WASH, 0.9 METERS (3.0 FT)
 ET0794'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK, 3.0 METERS (10.0 FT)
 ET0794'ABOVE THE WASH.
 ET0794'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 ET0794'THE MARK IS 0.7 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0902 ***********************************************************************
 FS0902  DESIGNATION -  H 484
 FS0902  PID         -  FS0902
 FS0902  STATE/COUNTY-  AZ/MOHAVE
 FS0902  USGS QUAD   -  KINGMAN (1980)
 FS0902
 FS0902                         *CURRENT SURVEY CONTROL
 FS0902  ___________________________________________________________________
 FS0902* NAD 83(1986)-  35 08 03.     (N)    114 06 13.     (W)     SCALED    
 FS0902* NAVD 88     -       875.132  (meters)    2871.16   (feet)  ADJUSTED  
 FS0902  ___________________________________________________________________
 FS0902  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FS0902  DYNAMIC HT  -         874.121 (meters)    2867.85  (feet)  COMP
 FS0902  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 FS0902
 FS0902  VERT ORDER  -  FIRST     CLASS II
 FS0902
 FS0902.The horizontal coordinates were scaled from a topographic map and have
 FS0902.an estimated accuracy of +/- 6 seconds.
 FS0902
 FS0902.The orthometric height was determined by differential leveling
 FS0902.and adjusted in June 1991.
 FS0902
 FS0902.The geoid height was determined by GEOID03.
 FS0902
 FS0902.The dynamic height is computed by dividing the NAVD 88
 FS0902.geopotential number by the normal gravity value computed on the
 FS0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0902.degrees latitude (g = 980.6199 gals.).
 FS0902
 FS0902.The modeled gravity was interpolated from observed gravity values.
 FS0902
 FS0902;                    North         East    Units  Estimated Accuracy
 FS0902;SPC AZ W     -   458,530.      181,130.      MT  (+/- 180 meters Scaled)
 FS0902
 FS0902                          SUPERSEDED SURVEY CONTROL
 FS0902
 FS0902.No superseded survey control is available for this station.
 FS0902
 FS0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU639917(NAD 83)
 FS0902_MARKER: DB = BENCH MARK DISK
 FS0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS0902_SP_SET: STAINLESS STEEL ROD
 FS0902_STAMPING: H 484 1981
 FS0902_MARK LOGO: NGS   
 FS0902_PROJECTION: FLUSH
 FS0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0902_ROD/PIPE-DEPTH: 3.0  meters
 FS0902
 FS0902  HISTORY     - Date     Condition        Report By
 FS0902  HISTORY     - 1981     MONUMENTED       NGS
 FS0902
 FS0902                          STATION DESCRIPTION
 FS0902
 FS0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0902'9.6 KM (6.0 MI) SW FROM KINGMAN.
 FS0902'0.8 KM (0.5 MI) EAST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0902'INTERSTATE HIGHWAY 40 IN KINGMAN, THENCE 8.8 KM (5.5 MI) SOUTHWEST
 FS0902'ALONG OLD US HIGHWAY 66, 8.2 KM (5.1 MI) SOUTHWEST ALONG THE WEST
 FS0902'BOUND LANES OF INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY
 FS0902'93 IN KINGMAN, AT THE JUNCTION OF US HIGHWAY 66 AND OATMAN ROAD,
 FS0902'AT THE SOUTHWEST RIGHT OF WAY FENCE BETWEEN HIGHWAY 66 AND INTERSTATE
 FS0902'40 OVERPASS, 100.6 METERS (330 FT) NORTHWEST OF THE CENTERLINE OF
 FS0902'THE FRONTAGE ROAD, 32.9 METERS (108 FT) SOUTHWEST OF THE CENTERLINE
 FS0902'OF OATMAN ROAD, 29.0 METERS (95 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 FS0902'OF THE OVERPASS, 43.9 METERS (144 FT) NORTHWEST OF THE CENTER OF THE
 FS0902'OFF-RAMP AND CATTLE GUARD.
 FS0902'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FS0902'THE MARK IS ABOVE LEVEL WITH HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0769 ***********************************************************************
 EU0769  DESIGNATION -  H 485
 EU0769  PID         -  EU0769
 EU0769  STATE/COUNTY-  AZ/MOHAVE
 EU0769  USGS QUAD   -  TOPOCK (1970)
 EU0769
 EU0769                         *CURRENT SURVEY CONTROL
 EU0769  ___________________________________________________________________
 EU0769* NAD 83(1986)-  34 43 20.     (N)    114 26 09.     (W)     SCALED    
 EU0769* NAVD 88     -       242.324  (meters)     795.02   (feet)  ADJUSTED  
 EU0769  ___________________________________________________________________
 EU0769  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0769  DYNAMIC HT  -         242.075 (meters)     794.21  (feet)  COMP
 EU0769  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 EU0769
 EU0769  VERT ORDER  -  FIRST     CLASS II
 EU0769
 EU0769.The horizontal coordinates were scaled from a topographic map and have
 EU0769.an estimated accuracy of +/- 6 seconds.
 EU0769
 EU0769.The orthometric height was determined by differential leveling
 EU0769.and adjusted in June 1991.
 EU0769
 EU0769.The geoid height was determined by GEOID03.
 EU0769
 EU0769.The dynamic height is computed by dividing the NAVD 88
 EU0769.geopotential number by the normal gravity value computed on the
 EU0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0769.degrees latitude (g = 980.6199 gals.).
 EU0769
 EU0769.The modeled gravity was interpolated from observed gravity values.
 EU0769
 EU0769;                    North         East    Units  Estimated Accuracy
 EU0769;SPC AZ W     -   412,990.      150,540.      MT  (+/- 180 meters Scaled)
 EU0769
 EU0769                          SUPERSEDED SURVEY CONTROL
 EU0769
 EU0769.No superseded survey control is available for this station.
 EU0769
 EU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU348452(NAD 83)
 EU0769_MARKER: DB = BENCH MARK DISK
 EU0769_SETTING: 39 = SET IN A TUNNEL
 EU0769_SP_SET: ABUTMENT
 EU0769_STAMPING: H 485 1981
 EU0769_MARK LOGO: NGS   
 EU0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0769
 EU0769  HISTORY     - Date     Condition        Report By
 EU0769  HISTORY     - 1981     MONUMENTED       NGS
 EU0769
 EU0769                          STATION DESCRIPTION
 EU0769
 EU0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0769'4.75 KM (2.95 MI) NE FROM TOPOCK.
 EU0769'4.75 KM (2.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0769'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, AT THE NEEDLES MOUNTAIN
 EU0769'ROAD OVERPASS, IN TOP OF THE WEST END OF THE NORTH ABUTMENT, 4.6
 EU0769'METERS (15 FT) WEST OF THE CENTERLINE OF THE ROAD.
 EU0769'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0929 ***********************************************************************
 FS0929  DESIGNATION -  H 486
 FS0929  PID         -  FS0929
 FS0929  STATE/COUNTY-  AZ/MOHAVE
 FS0929  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0929
 FS0929                         *CURRENT SURVEY CONTROL
 FS0929  ___________________________________________________________________
 FS0929* NAD 83(1986)-  35 25 53.     (N)    114 17 03.     (W)     SCALED    
 FS0929* NAVD 88     -      1059.276  (meters)    3475.31   (feet)  ADJUSTED  
 FS0929  ___________________________________________________________________
 FS0929  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0929  DYNAMIC HT  -        1058.035 (meters)    3471.24  (feet)  COMP
 FS0929  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 FS0929
 FS0929  VERT ORDER  -  FIRST     CLASS II
 FS0929
 FS0929.The horizontal coordinates were scaled from a topographic map and have
 FS0929.an estimated accuracy of +/- 6 seconds.
 FS0929
 FS0929.The orthometric height was determined by differential leveling
 FS0929.and adjusted in June 1991.
 FS0929
 FS0929.The geoid height was determined by GEOID03.
 FS0929
 FS0929.The dynamic height is computed by dividing the NAVD 88
 FS0929.geopotential number by the normal gravity value computed on the
 FS0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0929.degrees latitude (g = 980.6199 gals.).
 FS0929
 FS0929.The modeled gravity was interpolated from observed gravity values.
 FS0929
 FS0929;                    North         East    Units  Estimated Accuracy
 FS0929;SPC AZ W     -   491,580.      164,860.      MT  (+/- 180 meters Scaled)
 FS0929
 FS0929                          SUPERSEDED SURVEY CONTROL
 FS0929
 FS0929.No superseded survey control is available for this station.
 FS0929
 FS0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV465242(NAD 83)
 FS0929_MARKER: DB = BENCH MARK DISK
 FS0929_SETTING: 66 = SET IN ROCK OUTCROP
 FS0929_SP_SET: ROCK OUTCROP
 FS0929_STAMPING: H 486 1982
 FS0929_MARK LOGO: NGS   
 FS0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0929+STABILITY: POSITION/ELEVATION WELL
 FS0929
 FS0929  HISTORY     - Date     Condition        Report By
 FS0929  HISTORY     - 1982     MONUMENTED       NGS
 FS0929
 FS0929                          STATION DESCRIPTION
 FS0929
 FS0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0929'4.2 KM (2.6 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0929'4.2 KM (2.6 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0929'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT THE BOTTOM OF A GRADE, IN
 FS0929'TOP OF A 3 BY 4 FOOT VOLCANIC OUTCROP ON THE SOUTHWEST EDGE OF A WASH,
 FS0929'45.7 METERS (150 FT) NORTH OF MILEPOST 50, 29.8 METERS (98 FT)
 FS0929'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.6 METERS (94 FT) EAST
 FS0929'OF THE SOUTHEAST CORNER OF A DOUBLE BOX CULVERT, 3.3 METERS (11 FT)
 FS0929'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1.8 METERS (6 FT) SOUTHWEST OF A
 FS0929'POINT UNDER A CABLE POLE LINE.
 FS0929'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0708 ***********************************************************************
 FR0708  DESIGNATION -  H 487
 FR0708  PID         -  FR0708
 FR0708  STATE/COUNTY-  AZ/MOHAVE
 FR0708  USGS QUAD   -  TRUXTON (1980)
 FR0708
 FR0708                         *CURRENT SURVEY CONTROL
 FR0708  ___________________________________________________________________
 FR0708* NAD 83(1986)-  35 27 49.     (N)    113 36 24.     (W)     SCALED    
 FR0708* NAVD 88     -      1293.521  (meters)    4243.83   (feet)  ADJUSTED  
 FR0708  ___________________________________________________________________
 FR0708  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FR0708  DYNAMIC HT  -        1291.929 (meters)    4238.60  (feet)  COMP
 FR0708  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 FR0708
 FR0708  VERT ORDER  -  FIRST     CLASS II
 FR0708
 FR0708.The horizontal coordinates were scaled from a topographic map and have
 FR0708.an estimated accuracy of +/- 6 seconds.
 FR0708
 FR0708.The orthometric height was determined by differential leveling
 FR0708.and adjusted in June 1991.
 FR0708
 FR0708.The geoid height was determined by GEOID03.
 FR0708
 FR0708.The dynamic height is computed by dividing the NAVD 88
 FR0708.geopotential number by the normal gravity value computed on the
 FR0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0708.degrees latitude (g = 980.6199 gals.).
 FR0708
 FR0708.The modeled gravity was interpolated from observed gravity values.
 FR0708
 FR0708;                    North         East    Units  Estimated Accuracy
 FR0708;SPC AZ W     -   495,030.      226,370.      MT  (+/- 180 meters Scaled)
 FR0708
 FR0708                          SUPERSEDED SURVEY CONTROL
 FR0708
 FR0708.No superseded survey control is available for this station.
 FR0708
 FR0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE634275(NAD 83)
 FR0708_MARKER: I = METAL ROD
 FR0708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0708_SP_SET: STAINLESS STEEL ROD
 FR0708_STAMPING: H 487 1982
 FR0708_MARK LOGO: NGS   
 FR0708_PROJECTION: FLUSH
 FR0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0708_ROD/PIPE-DEPTH: 2.4  meters
 FR0708
 FR0708  HISTORY     - Date     Condition        Report By
 FR0708  HISTORY     - 1982     MONUMENTED       NGS
 FR0708
 FR0708                          STATION DESCRIPTION
 FR0708
 FR0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0708'18.8 KM (11.7 MI) SW FROM PEACH SPRINGS.
 FR0708'18.8 KM (11.7 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0708'OFFICE AT PEACH SPRINGS, 0.2 KM (0.1 MILE) SOUTHWEST OF HIGHWAY
 FR0708'MILEPOST 92, 54.0 METERS (177.0 FEET) SOUTHWEST OF THE WEST CORNER OF
 FR0708'A LARGE CORRAL, 31.0 METERS (102.0 FEET) SOUTHEAST OF THE CENTERLINE
 FR0708'OF THE HIGHWAY, 3.0 METERS (10.0 FEET) SOUTHEAST OF A TELEPHONE POLE,
 FR0708'49.0 METERS (161.0 FEET) SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD
 FR0708'LEADING SOUTHEAST THROUGH A WIRE MESH GATE, 1.5 METERS (5.0 FEET)
 FR0708'SOUTHWEST OF A GUY WIRE ANCHOR, 0.5 METER (1.5 FEET) NORTHWEST OF THE
 FR0708'RIGHT-OF-WAY FENCE.
 FR0708'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FR0708'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0735 ***********************************************************************
 FR0735  DESIGNATION -  H 488
 FR0735  PID         -  FR0735
 FR0735  STATE/COUNTY-  AZ/COCONINO
 FR0735  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0735
 FR0735                         *CURRENT SURVEY CONTROL
 FR0735  ___________________________________________________________________
 FR0735* NAD 83(1986)-  35 31 55.     (N)    113 14 18.     (W)     SCALED    
 FR0735* NAVD 88     -      1648.012  (meters)    5406.85   (feet)  ADJUSTED  
 FR0735  ___________________________________________________________________
 FR0735  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 FR0735  DYNAMIC HT  -        1645.873 (meters)    5399.84  (feet)  COMP
 FR0735  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 FR0735
 FR0735  VERT ORDER  -  FIRST     CLASS II
 FR0735
 FR0735.The horizontal coordinates were scaled from a topographic map and have
 FR0735.an estimated accuracy of +/- 6 seconds.
 FR0735
 FR0735.The orthometric height was determined by differential leveling
 FR0735.and adjusted in June 1991.
 FR0735
 FR0735.The geoid height was determined by GEOID03.
 FR0735
 FR0735.The dynamic height is computed by dividing the NAVD 88
 FR0735.geopotential number by the normal gravity value computed on the
 FR0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0735.degrees latitude (g = 980.6199 gals.).
 FR0735
 FR0735.The modeled gravity was interpolated from observed gravity values.
 FR0735
 FR0735;                    North         East    Units  Estimated Accuracy
 FR0735;SPC AZ C     -   503,390.       93,500.      MT  (+/- 180 meters Scaled)
 FR0735
 FR0735                          SUPERSEDED SURVEY CONTROL
 FR0735
 FR0735.No superseded survey control is available for this station.
 FR0735
 FR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE970343(NAD 83)
 FR0735_MARKER: DB = BENCH MARK DISK
 FR0735_SETTING: 66 = SET IN ROCK OUTCROP
 FR0735_SP_SET: ROCK OUTCROP
 FR0735_STAMPING: H 488 1982
 FR0735_MARK LOGO: NGS   
 FR0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0735+STABILITY: POSITION/ELEVATION WELL
 FR0735
 FR0735  HISTORY     - Date     Condition        Report By
 FR0735  HISTORY     - 1982     MONUMENTED       NGS
 FR0735
 FR0735                          STATION DESCRIPTION
 FR0735
 FR0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0735'21.7 KM (13.5 MI) EAST FROM PEACH SPRINGS.
 FR0735'21.7 KM (13.5 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0735'PEACH SPRINGS, 0.8 KM (0.5 MI) WEST OF THE ENTRANCE TO THE GRAND
 FR0735'CANYON CAVERNS, 0.2 KM (0.1 MI) WEST OF MILEPOST 115, AT THE WEST END
 FR0735'OF A LOW HIGHWAY CUT, IN THE TOP OF AN OUTCROP REDISH IN COLOR
 FR0735'PROJECTING 8-INCHES ABOVE THE GROUND, AT A JOG IN THE RIGHT OF WAY
 FR0735'FENCE, 12.8 METERS (42 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FR0735'19.5 METERS (64 FT) NORTH OF A FENCE.
 FR0735'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FR0735'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0770 ***********************************************************************
 FR0770  DESIGNATION -  H 489
 FR0770  PID         -  FR0770
 FR0770  STATE/COUNTY-  AZ/COCONINO
 FR0770  USGS QUAD   -  ASH FORK (1979)
 FR0770
 FR0770                         *CURRENT SURVEY CONTROL
 FR0770  ___________________________________________________________________
 FR0770* NAD 83(1986)-  35 12 52.     (N)    112 22 42.     (W)     SCALED    
 FR0770* NAVD 88     -      1781.817  (meters)    5845.84   (feet)  ADJUSTED  
 FR0770  ___________________________________________________________________
 FR0770  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 FR0770  DYNAMIC HT  -        1779.416 (meters)    5837.97  (feet)  COMP
 FR0770  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 FR0770
 FR0770  VERT ORDER  -  FIRST     CLASS II
 FR0770
 FR0770.The horizontal coordinates were scaled from a topographic map and have
 FR0770.an estimated accuracy of +/- 6 seconds.
 FR0770
 FR0770.The orthometric height was determined by differential leveling
 FR0770.and adjusted in June 1991.
 FR0770
 FR0770.The geoid height was determined by GEOID03.
 FR0770
 FR0770.The dynamic height is computed by dividing the NAVD 88
 FR0770.geopotential number by the normal gravity value computed on the
 FR0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0770.degrees latitude (g = 980.6199 gals.).
 FR0770
 FR0770.The modeled gravity was interpolated from observed gravity values.
 FR0770
 FR0770;                    North         East    Units  Estimated Accuracy
 FR0770;SPC AZ C     -   467,460.      171,330.      MT  (+/- 180 meters Scaled)
 FR0770
 FR0770                          SUPERSEDED SURVEY CONTROL
 FR0770
 FR0770.No superseded survey control is available for this station.
 FR0770
 FR0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD745976(NAD 83)
 FR0770_MARKER: DB = BENCH MARK DISK
 FR0770_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0770_SP_SET: CURB
 FR0770_STAMPING: H 489 1982
 FR0770_MARK LOGO: NGS   
 FR0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0770
 FR0770  HISTORY     - Date     Condition        Report By
 FR0770  HISTORY     - 1982     MONUMENTED       NGS
 FR0770
 FR0770                          STATION DESCRIPTION
 FR0770
 FR0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0770'9.5 KM (5.9 MI) EAST FROM ASH FORK.
 FR0770'9 .5 KM (5.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0770'US HIGHWAY 89 IN ASH FORK, 0.3 KM (0.2 MI) WEST OF MILEPOST 152, IN
 FR0770'TOP OF THE EAST END OF THE SOUTH CURB OF THE EAST BOUND BRIDGE FOR THE
 FR0770'WELCH INTERCHANGE, 16.4 METERS (54 FT) EAST OF THE CENTERLINE OF WELCH
 FR0770'ROAD, 8.5 METERS (28 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 FR0770'TRAFFIC LANES, 0.15 METER (0.6 FT) WEST OF THE EAST END OF THE CURB.
 FR0770'0.15 METER (0.6 FT) EAST OF AZDT BM 5843.01.
 FR0770'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0380 ***********************************************************************
 FQ0380  DESIGNATION -  H 490
 FQ0380  PID         -  FQ0380
 FQ0380  STATE/COUNTY-  AZ/COCONINO
 FQ0380  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0380
 FQ0380                         *CURRENT SURVEY CONTROL
 FQ0380  ___________________________________________________________________
 FQ0380* NAD 83(1986)-  35 14 56.     (N)    111 53 34.     (W)     SCALED    
 FQ0380* NAVD 88     -      2201.243  (meters)    7221.91   (feet)  ADJUSTED  
 FQ0380  ___________________________________________________________________
 FQ0380  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FQ0380  DYNAMIC HT  -        2198.103 (meters)    7211.61  (feet)  COMP
 FQ0380  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 FQ0380
 FQ0380  VERT ORDER  -  FIRST     CLASS II
 FQ0380
 FQ0380.The horizontal coordinates were scaled from a topographic map and have
 FQ0380.an estimated accuracy of +/- 6 seconds.
 FQ0380
 FQ0380.The orthometric height was determined by differential leveling
 FQ0380.and adjusted in June 1991.
 FQ0380
 FQ0380.The geoid height was determined by GEOID03.
 FQ0380
 FQ0380.The dynamic height is computed by dividing the NAVD 88
 FQ0380.geopotential number by the normal gravity value computed on the
 FQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0380.degrees latitude (g = 980.6199 gals.).
 FQ0380
 FQ0380.The modeled gravity was interpolated from observed gravity values.
 FQ0380
 FQ0380;                    North         East    Units  Estimated Accuracy
 FQ0380;SPC AZ C     -   471,180.      215,530.      MT  (+/- 180 meters Scaled)
 FQ0380
 FQ0380                          SUPERSEDED SURVEY CONTROL
 FQ0380
 FQ0380.No superseded survey control is available for this station.
 FQ0380
 FQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE187010(NAD 83)
 FQ0380_MARKER: DB = BENCH MARK DISK
 FQ0380_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0380_SP_SET: ROCK OUTCROP
 FQ0380_STAMPING: H 490 1982
 FQ0380_MARK LOGO: NGS   
 FQ0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0380+STABILITY: POSITION/ELEVATION WELL
 FQ0380
 FQ0380  HISTORY     - Date     Condition        Report By
 FQ0380  HISTORY     - 1982     MONUMENTED       NGS
 FQ0380
 FQ0380                          STATION DESCRIPTION
 FQ0380
 FQ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0380'24.0 KM (14.9 MI) WEST FROM FLAGSTAFF.
 FQ0380'24.0 KM (14.9 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0380'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF A 3 BY 4 FOOT
 FQ0380'EXPOSSED PORTION OF A MASSIVE VOLCANIC OUTCROP PROJECTING FROM THE
 FQ0380'EXTREAM EAST END OF THE RIDGE IN THE MEDIAN STRIP, JUST SOUTH OF THE
 FQ0380'SADDLE IN A HIGH ROCKY HIGHWAY CUT, 121.8 METERS (400 FT) WEST OF
 FQ0380'MILEPOST 181, 13.1 METERS (43 FT) SOUTH OF THE CENTERLINE OF THE WEST
 FQ0380'BOUND TRAFFIC LANES, 20.1 METERS (66 FT) NORTH OF THE CENTERLINE OF
 FQ0380'THE EAST BOUND TRAFFIC LANES.
 FQ0380'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0380'THE MARK IS 2 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0404 ***********************************************************************
 FQ0404  DESIGNATION -  H 491
 FQ0404  PID         -  FQ0404
 FQ0404  STATE/COUNTY-  AZ/COCONINO
 FQ0404  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0404
 FQ0404                         *CURRENT SURVEY CONTROL
 FQ0404  ___________________________________________________________________
 FQ0404* NAD 83(1986)-  35 01 37.     (N)    111 44 24.     (W)     SCALED    
 FQ0404* NAVD 88     -      1869.859  (meters)    6134.70   (feet)  ADJUSTED  
 FQ0404  ___________________________________________________________________
 FQ0404  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0404  DYNAMIC HT  -        1867.262 (meters)    6126.18  (feet)  COMP
 FQ0404  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 FQ0404
 FQ0404  VERT ORDER  -  FIRST     CLASS II
 FQ0404
 FQ0404.The horizontal coordinates were scaled from a topographic map and have
 FQ0404.an estimated accuracy of +/- 6 seconds.
 FQ0404
 FQ0404.The orthometric height was determined by differential leveling
 FQ0404.and adjusted in June 1991.
 FQ0404
 FQ0404.The geoid height was determined by GEOID03.
 FQ0404
 FQ0404.The dynamic height is computed by dividing the NAVD 88
 FQ0404.geopotential number by the normal gravity value computed on the
 FQ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0404.degrees latitude (g = 980.6199 gals.).
 FQ0404
 FQ0404.The modeled gravity was interpolated from observed gravity values.
 FQ0404
 FQ0404;                    North         East    Units  Estimated Accuracy
 FQ0404;SPC AZ C     -   446,580.      229,480.      MT  (+/- 180 meters Scaled)
 FQ0404
 FQ0404                          SUPERSEDED SURVEY CONTROL
 FQ0404
 FQ0404.No superseded survey control is available for this station.
 FQ0404
 FQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD324762(NAD 83)
 FQ0404_MARKER: DB = BENCH MARK DISK
 FQ0404_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0404_SP_SET: ROCK OUTCROP
 FQ0404_STAMPING: H 491 1982
 FQ0404_MARK LOGO: NGS   
 FQ0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0404+STABILITY: POSITION/ELEVATION WELL
 FQ0404
 FQ0404  HISTORY     - Date     Condition        Report By
 FQ0404  HISTORY     - 1982     MONUMENTED       NGS
 FQ0404
 FQ0404                          STATION DESCRIPTION
 FQ0404
 FQ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0404'20.0 KM (12.4 MI) SW FROM FLAGSTAFF.
 FQ0404'20.0 KM (12.4 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0404'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF AN
 FQ0404'EXPOSED LEDGE OF MASSIVE OUTCROP ON THE INSIDE OF A VERY LONG HAIRPIN
 FQ0404'CURVE, 7.3 METERS (24.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.6
 FQ0404'METERS (58.0 FT) NORTHEAST OF THE EAST END OF A LOW ROCK WALL, 30.4
 FQ0404'METERS (100.0 FT) EAST OF THE EAST END OF A STEEL GUARD RAIL, 41.1
 FQ0404'METERS (135.0 FT) WEST OF THE WEST END OF THE STEEL GUARD RAIL.
 FQ0404'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0404'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0458 ***********************************************************************
 FQ0458  DESIGNATION -  H 492
 FQ0458  PID         -  FQ0458
 FQ0458  STATE/COUNTY-  AZ/COCONINO
 FQ0458  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0458
 FQ0458                         *CURRENT SURVEY CONTROL
 FQ0458  ___________________________________________________________________
 FQ0458* NAD 83(1986)-  35 14 26.     (N)    111 34 13.     (W)     SCALED    
 FQ0458* NAVD 88     -      2114.590  (meters)    6937.62   (feet)  ADJUSTED  
 FQ0458  ___________________________________________________________________
 FQ0458  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0458  DYNAMIC HT  -        2111.542 (meters)    6927.62  (feet)  COMP
 FQ0458  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 FQ0458
 FQ0458  VERT ORDER  -  FIRST     CLASS II
 FQ0458
 FQ0458.The horizontal coordinates were scaled from a topographic map and have
 FQ0458.an estimated accuracy of +/- 6 seconds.
 FQ0458
 FQ0458.The orthometric height was determined by differential leveling
 FQ0458.and adjusted in June 1991.
 FQ0458
 FQ0458.The geoid height was determined by GEOID03.
 FQ0458
 FQ0458.The dynamic height is computed by dividing the NAVD 88
 FQ0458.geopotential number by the normal gravity value computed on the
 FQ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0458.degrees latitude (g = 980.6199 gals.).
 FQ0458
 FQ0458.The modeled gravity was interpolated from observed gravity values.
 FQ0458
 FQ0458;                    North         East    Units  Estimated Accuracy
 FQ0458;SPC AZ C     -   470,310.      244,890.      MT  (+/- 180 meters Scaled)
 FQ0458
 FQ0458                          SUPERSEDED SURVEY CONTROL
 FQ0458
 FQ0458.No superseded survey control is available for this station.
 FQ0458
 FQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD481998(NAD 83)
 FQ0458_MARKER: I = METAL ROD
 FQ0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0458_SP_SET: STAINLESS STEEL ROD
 FQ0458_STAMPING: H 492 1982
 FQ0458_MARK LOGO: NGS   
 FQ0458_PROJECTION: FLUSH
 FQ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0458_ROD/PIPE-DEPTH: 9.2  meters
 FQ0458
 FQ0458  HISTORY     - Date     Condition        Report By
 FQ0458  HISTORY     - 1982     MONUMENTED       NGS
 FQ0458
 FQ0458                          STATION DESCRIPTION
 FQ0458
 FQ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0458'12.9 KM (8.0 MI) NORTH FROM FLAGSTAFF.
 FQ0458'12.9 KM (8.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0458'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE NORTH CORNER OF THE
 FQ0458'T JUNCTION OF NORTH SNOW FLAKE DRIVE LEADING NORTHWEST, 32.0 METERS
 FQ0458'(105 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 50.2 METERS (165 FT)
 FQ0458'NORTHEAST OF THE CENTER OF NORTH SNOW FLAKE DRIVE, 1.8 METERS (6 FT)
 FQ0458'SOUTHWEST OF A BRACED FENCE POST, 0.9 METER (3 FT) NORTHEAST OF AN
 FQ0458'18-INCH PINE TREE.
 FQ0458'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FQ0458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0668 ***********************************************************************
 ES0668  DESIGNATION -  H 493
 ES0668  PID         -  ES0668
 ES0668  STATE/COUNTY-  AZ/YAVAPAI
 ES0668  USGS QUAD   -  CORNVILLE (1968)
 ES0668
 ES0668                         *CURRENT SURVEY CONTROL
 ES0668  ___________________________________________________________________
 ES0668* NAD 83(1986)-  34 43 19.     (N)    111 59 24.     (W)     SCALED    
 ES0668* NAVD 88     -       998.763  (meters)    3276.77   (feet)  ADJUSTED  
 ES0668  ___________________________________________________________________
 ES0668  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 ES0668  DYNAMIC HT  -         997.519 (meters)    3272.69  (feet)  COMP
 ES0668  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 ES0668
 ES0668  VERT ORDER  -  FIRST     CLASS II
 ES0668
 ES0668.The horizontal coordinates were scaled from a topographic map and have
 ES0668.an estimated accuracy of +/- 6 seconds.
 ES0668
 ES0668.The orthometric height was determined by differential leveling
 ES0668.and adjusted in June 1991.
 ES0668
 ES0668.The geoid height was determined by GEOID03.
 ES0668
 ES0668.The dynamic height is computed by dividing the NAVD 88
 ES0668.geopotential number by the normal gravity value computed on the
 ES0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0668.degrees latitude (g = 980.6199 gals.).
 ES0668
 ES0668.The modeled gravity was interpolated from observed gravity values.
 ES0668
 ES0668;                    North         East    Units  Estimated Accuracy
 ES0668;SPC AZ C     -   412,730.      206,640.      MT  (+/- 180 meters Scaled)
 ES0668
 ES0668                          SUPERSEDED SURVEY CONTROL
 ES0668
 ES0668.No superseded survey control is available for this station.
 ES0668
 ES0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD093426(NAD 83)
 ES0668_MARKER: DB = BENCH MARK DISK
 ES0668_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES0668_SP_SET: ABUTMENT
 ES0668_STAMPING: H 493 1982
 ES0668_MARK LOGO: NGS   
 ES0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0668+STABILITY: SURFACE MOTION
 ES0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0668+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ES0668
 ES0668  HISTORY     - Date     Condition        Report By
 ES0668  HISTORY     - 1982     MONUMENTED       NGS
 ES0668  HISTORY     - 19950425 GOOD             USPSQD
 ES0668  HISTORY     - 20050508 GOOD             USPSQD
 ES0668
 ES0668                          STATION DESCRIPTION
 ES0668
 ES0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0668'1.1 KM (0.7 MI) NE FROM COTTONWOOD.
 ES0668'1.1 KM (0.7 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0668'OFFICE IN COTTONWOOD, IN TOP OF THE EAST END OF THE NORTH GUARD RAIL
 ES0668'OF A LARGE BRIDGE OVER THE VERDE RIVER, 7.3 METERS (24 FT) NORTH OF
 ES0668'THE HIGHWAY CENTERLINE, 1.2 METERS (4 FT) WEST OF THE EAST END OF THE
 ES0668'GUARD RAIL.
 ES0668'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 ES0668
 ES0668                          STATION RECOVERY (1995)
 ES0668
 ES0668'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0668'RECOVERED IN GOOD CONDITION.
 ES0668
 ES0668                          STATION RECOVERY (2005)
 ES0668
 ES0668'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0668'RECOVERED.
 ES0668' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0687 ***********************************************************************
 ES0687  DESIGNATION -  H 494
 ES0687  PID         -  ES0687
 ES0687  STATE/COUNTY-  AZ/YAVAPAI
 ES0687  USGS QUAD   -  CAMP VERDE (1969)
 ES0687
 ES0687                         *CURRENT SURVEY CONTROL
 ES0687  ___________________________________________________________________
 ES0687* NAD 83(1986)-  34 31 55.     (N)    111 48 41.     (W)     SCALED    
 ES0687* NAVD 88     -       963.694  (meters)    3161.72   (feet)  ADJUSTED  
 ES0687  ___________________________________________________________________
 ES0687  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 ES0687  DYNAMIC HT  -         962.490 (meters)    3157.77  (feet)  COMP
 ES0687  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 ES0687  OBS GRAVITY -     979,353.9   (mgal)                       GRAV_OBS
 ES0687
 ES0687  VERT ORDER  -  FIRST     CLASS II
 ES0687
 ES0687.The horizontal coordinates were scaled from a topographic map and have
 ES0687.an estimated accuracy of +/- 6 seconds.
 ES0687
 ES0687.The orthometric height was determined by differential leveling
 ES0687.and adjusted in June 1991.
 ES0687
 ES0687.The geoid height was determined by GEOID03.
 ES0687
 ES0687.The dynamic height is computed by dividing the NAVD 88
 ES0687.geopotential number by the normal gravity value computed on the
 ES0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0687.degrees latitude (g = 980.6199 gals.).
 ES0687
 ES0687.The modeled gravity was interpolated from observed gravity values.
 ES0687.The observed gravity was obtained from relative gravimeter ties
 ES0687.to the IGSN71 gravity network.
 ES0687
 ES0687;                    North         East    Units  Estimated Accuracy
 ES0687;SPC AZ C     -   391,660.      223,020.      MT  (+/- 180 meters Scaled)
 ES0687
 ES0687                          SUPERSEDED SURVEY CONTROL
 ES0687
 ES0687.No superseded survey control is available for this station.
 ES0687
 ES0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD255214(NAD 83)
 ES0687_MARKER: DB = BENCH MARK DISK
 ES0687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES0687_SP_SET: ABUTMENT
 ES0687_STAMPING: H 494 1982
 ES0687_MARK LOGO: NGS   
 ES0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0687
 ES0687  HISTORY     - Date     Condition        Report By
 ES0687  HISTORY     - 1982     MONUMENTED       NGS
 ES0687  HISTORY     - 19980228 GOOD             USPSQD
 ES0687  HISTORY     - 20050518 MARK NOT FOUND   GEOCAC
 ES0687
 ES0687                          STATION DESCRIPTION
 ES0687
 ES0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0687'6.3 KM (3.9 MI) SE FROM CAMP VERDE.
 ES0687'6.3 KM (3.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0687'OFFICE IN CAMP VERDE, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 ES0687'ABUTMENT OF A SMALL BRIDGE OVER WICKIUP CREEK, INSIDE THE SOUTHWEST
 ES0687'GUARD RAIL AND FLUSH WITH THE BRIDGE FLOOR, 5.0 METERS (16.5 FT)
 ES0687'SOUTHWEST OF THE HIGHWAY CENTERLINE, 3.0 METERS (9.9 FT) NORTHWEST OF
 ES0687'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARD RAIL.
 ES0687'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0687
 ES0687                          STATION RECOVERY (1998)
 ES0687
 ES0687'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0687'RECOVERED IN GOOD CONDITION.
 ES0687
 ES0687                          STATION RECOVERY (2005)
 ES0687
 ES0687'RECOVERY NOTE BY GEOCACHING 2005 (RJN)
 ES0687'LOCATION DESCRIBED IN RECORD IS OBSOLETE. ROADWAY HAS BEEN MOVED TO
 ES0687'THE NORTH ABOUT 100 FEET. NO MARKERS, WITNESS POSTS WITHIN 100 FEET OF
 ES0687'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0719 ***********************************************************************
 ES0719  DESIGNATION -  H 495
 ES0719  PID         -  ES0719
 ES0719  STATE/COUNTY-  AZ/GILA
 ES0719  USGS QUAD   -  STRAWBERRY (1967)
 ES0719
 ES0719                         *CURRENT SURVEY CONTROL
 ES0719  ___________________________________________________________________
 ES0719* NAD 83(1986)-  34 24 11.     (N)    111 34 15.     (W)     SCALED    
 ES0719* NAVD 88     -      1701.841  (meters)    5583.46   (feet)  ADJUSTED  
 ES0719  ___________________________________________________________________
 ES0719  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 ES0719  DYNAMIC HT  -        1699.463 (meters)    5575.65  (feet)  COMP
 ES0719  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 ES0719
 ES0719  VERT ORDER  -  FIRST     CLASS II
 ES0719
 ES0719.The horizontal coordinates were scaled from a topographic map and have
 ES0719.an estimated accuracy of +/- 6 seconds.
 ES0719
 ES0719.The orthometric height was determined by differential leveling
 ES0719.and adjusted in June 1991.
 ES0719
 ES0719.The geoid height was determined by GEOID03.
 ES0719
 ES0719.The dynamic height is computed by dividing the NAVD 88
 ES0719.geopotential number by the normal gravity value computed on the
 ES0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0719.degrees latitude (g = 980.6199 gals.).
 ES0719
 ES0719.The modeled gravity was interpolated from observed gravity values.
 ES0719
 ES0719;                    North         East    Units  Estimated Accuracy
 ES0719;SPC AZ E     -   378,250.       84,260.      MT  (+/- 180 meters Scaled)
 ES0719
 ES0719                          SUPERSEDED SURVEY CONTROL
 ES0719
 ES0719.No superseded survey control is available for this station.
 ES0719
 ES0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD475069(NAD 83)
 ES0719_MARKER: DB = BENCH MARK DISK
 ES0719_SETTING: 66 = SET IN ROCK OUTCROP
 ES0719_SP_SET: ROCK OUTCROP
 ES0719_STAMPING: H 495 1982
 ES0719_MARK LOGO: NGS   
 ES0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0719+STABILITY: POSITION/ELEVATION WELL
 ES0719
 ES0719  HISTORY     - Date     Condition        Report By
 ES0719  HISTORY     - 1982     MONUMENTED       NGS
 ES0719  HISTORY     - 20040912 GOOD             USPSQD
 ES0719
 ES0719                          STATION DESCRIPTION
 ES0719
 ES0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0719'12.9 KM (8.0 MI) NW FROM PINE.
 ES0719'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0719'IN PINE, THENCE 8.0 KM (5.0 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0719'OF A LEDGE OF OUTCROP AT THE BASE OF A LOW CUT, 0.35 KM (0.25 MI)
 ES0719'SOUTHWEST OF A TRACK ROAD LEADING NORTHWEST TO A GRAVEL PIT, 4.9
 ES0719'METERS (16 FT) SOUTH OF THE ROAD CENTERLINE.
 ES0719'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0719'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0719
 ES0719                          STATION RECOVERY (2004)
 ES0719
 ES0719'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 ES0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0734 ***********************************************************************
 ES0734  DESIGNATION -  H 496
 ES0734  PID         -  ES0734
 ES0734  STATE/COUNTY-  AZ/GILA
 ES0734  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0734
 ES0734                         *CURRENT SURVEY CONTROL
 ES0734  ___________________________________________________________________
 ES0734* NAD 83(1986)-  34 20 20.     (N)    111 25 19.     (W)     SCALED    
 ES0734* NAVD 88     -      1628.195  (meters)    5341.84   (feet)  ADJUSTED  
 ES0734  ___________________________________________________________________
 ES0734  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ES0734  DYNAMIC HT  -        1625.934 (meters)    5334.42  (feet)  COMP
 ES0734  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 ES0734
 ES0734  VERT ORDER  -  FIRST     CLASS II
 ES0734
 ES0734.The horizontal coordinates were scaled from a topographic map and have
 ES0734.an estimated accuracy of +/- 6 seconds.
 ES0734
 ES0734.The orthometric height was determined by differential leveling
 ES0734.and adjusted in June 1991.
 ES0734
 ES0734.The geoid height was determined by GEOID03.
 ES0734
 ES0734.The dynamic height is computed by dividing the NAVD 88
 ES0734.geopotential number by the normal gravity value computed on the
 ES0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0734.degrees latitude (g = 980.6199 gals.).
 ES0734
 ES0734.The modeled gravity was interpolated from observed gravity values.
 ES0734
 ES0734;                    North         East    Units  Estimated Accuracy
 ES0734;SPC AZ E     -   370,960.       97,860.      MT  (+/- 180 meters Scaled)
 ES0734
 ES0734                          SUPERSEDED SURVEY CONTROL
 ES0734
 ES0734.No superseded survey control is available for this station.
 ES0734
 ES0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC611998(NAD 83)
 ES0734_MARKER: DB = BENCH MARK DISK
 ES0734_SETTING: 66 = SET IN ROCK OUTCROP
 ES0734_SP_SET: ROCK OUTCROP
 ES0734_STAMPING: H 496 1982
 ES0734_MARK LOGO: NGS   
 ES0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0734+STABILITY: POSITION/ELEVATION WELL
 ES0734
 ES0734  HISTORY     - Date     Condition        Report By
 ES0734  HISTORY     - 1982     MONUMENTED       NGS
 ES0734  HISTORY     - 19980819 GOOD             USPSQD
 ES0734  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 ES0734
 ES0734                          STATION DESCRIPTION
 ES0734
 ES0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0734'6.4 KM (4.0 MI) SE FROM PINE.
 ES0734'6.4 KM (4.0 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0734'IN PINE, IN TOP OF A DARK GRAY VOLCANIC OUTCROP, 0.5 KM (0.3 MI) NORTH
 ES0734'OF THE TONTO NATURAL BRIDGE ROAD, 5.4 METERS (18 FT) EAST OF THE
 ES0734'HIGHWAY CENTERLINE, 8.2 METERS (27 FT) NORTHWEST OF A 12 INCH JUNIPER
 ES0734'TREE.
 ES0734'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0734'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0734
 ES0734                          STATION RECOVERY (1998)
 ES0734
 ES0734'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0734'RECOVERED IN GOOD CONDITION.
 ES0734
 ES0734                          STATION RECOVERY (2008)
 ES0734
 ES0734'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0734'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A VOLCANIC
 ES0734'OUTCROP, BUT DID NOT FIND THE WITNESS POST OR ANY EVIDENCE OF THE
 ES0734'MARK. THERE ARE MANY VOLCANIC BOULDERS, SOME VEGETATION, AND LOOSE
 ES0734'DEBRIS IN THE AREA AND THE MARK MAY BE STILL BE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0760 ***********************************************************************
 ES0760  DESIGNATION -  H 497
 ES0760  PID         -  ES0760
 ES0760  STATE/COUNTY-  AZ/GILA
 ES0760  USGS QUAD   -  GISELA (1972)
 ES0760
 ES0760                         *CURRENT SURVEY CONTROL
 ES0760  ___________________________________________________________________
 ES0760* NAD 83(1986)-  34 01 51.     (N)    111 18 08.     (W)     SCALED    
 ES0760* NAVD 88     -       936.502  (meters)    3072.51   (feet)  ADJUSTED  
 ES0760  ___________________________________________________________________
 ES0760  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 ES0760  DYNAMIC HT  -         935.315 (meters)    3068.61  (feet)  COMP
 ES0760  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 ES0760
 ES0760  VERT ORDER  -  FIRST     CLASS II
 ES0760
 ES0760.The horizontal coordinates were scaled from a topographic map and have
 ES0760.an estimated accuracy of +/- 6 seconds.
 ES0760
 ES0760.The orthometric height was determined by differential leveling
 ES0760.and adjusted in June 1991.
 ES0760
 ES0760.The geoid height was determined by GEOID03.
 ES0760
 ES0760.The dynamic height is computed by dividing the NAVD 88
 ES0760.geopotential number by the normal gravity value computed on the
 ES0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0760.degrees latitude (g = 980.6199 gals.).
 ES0760
 ES0760.The modeled gravity was interpolated from observed gravity values.
 ES0760
 ES0760;                    North         East    Units  Estimated Accuracy
 ES0760;SPC AZ E     -   336,660.      108,500.      MT  (+/- 180 meters Scaled)
 ES0760
 ES0760                          SUPERSEDED SURVEY CONTROL
 ES0760
 ES0760.No superseded survey control is available for this station.
 ES0760
 ES0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC721656(NAD 83)
 ES0760_MARKER: DB = BENCH MARK DISK
 ES0760_SETTING: 66 = SET IN ROCK OUTCROP
 ES0760_SP_SET: ROCK OUTCROP
 ES0760_STAMPING: H 497 1982
 ES0760_MARK LOGO: NGS   
 ES0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0760+STABILITY: POSITION/ELEVATION WELL
 ES0760
 ES0760  HISTORY     - Date     Condition        Report By
 ES0760  HISTORY     - 1982     MONUMENTED       NGS
 ES0760  HISTORY     - 20080307 GOOD             GEOCAC
 ES0760
 ES0760                          STATION DESCRIPTION
 ES0760
 ES0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0760'20.4 KM (12.7 MI) NORTH FROM PUNKIN CENTER.
 ES0760'17.2 KM (10.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 ES0760'IN PUNKIN CENTER, THENCE 3.2 KM (2.0 MI) NORTHEAST ALONG RYE CREEK
 ES0760'ROAD, IN TOP OF A LEDGE OF OUTCROP PROJECTING FROM A LOW ROCKY CUT ON
 ES0760'THE SOUTH SIDE OF A LARGE KNOLL, 5.5 METERS (18 FT) NORTH OF THE ROAD
 ES0760'CENTERLINE.
 ES0760'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0760'THE MARK IS 0.3 M ABOVE THE ROAD.
 ES0760
 ES0760                          STATION RECOVERY (2008)
 ES0760
 ES0760'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0760'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0760'34 01 51.3 (N)   111 18 08.7 (W)  (NAD 83).
 ES0760' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1633 ***********************************************************************
 DU1633  DESIGNATION -  H 498
 DU1633  PID         -  DU1633
 DU1633  STATE/COUNTY-  AZ/GILA
 DU1633  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1633
 DU1633                         *CURRENT SURVEY CONTROL
 DU1633  ___________________________________________________________________
 DU1633* NAD 83(1986)-  33 42 48.     (N)    111 12 22.     (W)     SCALED    
 DU1633* NAVD 88     -       667.886  (meters)    2191.22   (feet)  ADJUSTED  
 DU1633  ___________________________________________________________________
 DU1633  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU1633  DYNAMIC HT  -         667.036 (meters)    2188.43  (feet)  COMP
 DU1633  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 DU1633
 DU1633  VERT ORDER  -  FIRST     CLASS II
 DU1633
 DU1633.The horizontal coordinates were scaled from a topographic map and have
 DU1633.an estimated accuracy of +/- 6 seconds.
 DU1633
 DU1633.The orthometric height was determined by differential leveling
 DU1633.and adjusted in June 1991.
 DU1633
 DU1633.The geoid height was determined by GEOID03.
 DU1633
 DU1633.The dynamic height is computed by dividing the NAVD 88
 DU1633.geopotential number by the normal gravity value computed on the
 DU1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1633.degrees latitude (g = 980.6199 gals.).
 DU1633
 DU1633.The modeled gravity was interpolated from observed gravity values.
 DU1633
 DU1633;                    North         East    Units  Estimated Accuracy
 DU1633;SPC AZ E     -   301,350.      117,020.      MT  (+/- 180 meters Scaled)
 DU1633
 DU1633                          SUPERSEDED SURVEY CONTROL
 DU1633
 DU1633.No superseded survey control is available for this station.
 DU1633
 DU1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC809303(NAD 83)
 DU1633_MARKER: DB = BENCH MARK DISK
 DU1633_SETTING: 66 = SET IN ROCK OUTCROP
 DU1633_SP_SET: ROCK OUTCROP
 DU1633_STAMPING: H 498 1983
 DU1633_MARK LOGO: NGS   
 DU1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1633+STABILITY: POSITION/ELEVATION WELL
 DU1633
 DU1633  HISTORY     - Date     Condition        Report By
 DU1633  HISTORY     - 1983     MONUMENTED       NGS
 DU1633  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU1633
 DU1633                          STATION DESCRIPTION
 DU1633
 DU1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1633'10.1 KM (6.3 MI) NW FROM ROOSEVELT DAM.
 DU1633'10.1 KM (6.3 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1633'ROOSEVELT DAM, IN TOP OF A SLOPING LEDGE OF OUTCROP PROJECTING 2 FEET
 DU1633'FROM THE BASE OF THE SOUTH BANK OF A LARGE WASH, ON THE OUTSIDE OF A
 DU1633'SHARP CURVE, 0.3 KM (0.2 MI) NORTHWEST OF A DEEP CUT, 35.1 METERS (115
 DU1633'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 73.8 METERS (242 FT)
 DU1633'SOUTHWEST ACROSS THE HIGHWAY FROM MILEPOST 248, 12.5 METERS (41 FT)
 DU1633'SOUTH OF THE WASH CENTER, 6.1 METERS (20 FT) SOUTH OF THE EXTENDED
 DU1633'CENTER OF A DIRT ROAD LEADING TO BACHELOR COVE.
 DU1633'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DU1633'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 DU1633
 DU1633                          STATION RECOVERY (2007)
 DU1633
 DU1633'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1633'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU1633'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0208 ***********************************************************************
 GQ0208  HT_MOD      -  This is a Height Modernization Survey Station.
 GQ0208  DESIGNATION -  H 499
 GQ0208  PID         -  GQ0208
 GQ0208  STATE/COUNTY-  AZ/MOHAVE
 GQ0208  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0208
 GQ0208                         *CURRENT SURVEY CONTROL
 GQ0208  ___________________________________________________________________
 GQ0208* NAD 83(2007)-  36 51 14.07989(N)    113 58 19.51376(W)     ADJUSTED  
 GQ0208* NAVD 88     -       574.48   (meters)    1884.8    (feet)  GPS OBS   
 GQ0208  ___________________________________________________________________
 GQ0208  EPOCH DATE  -        2007.00
 GQ0208  X           -  -2,076,219.768 (meters)                     COMP
 GQ0208  Y           -  -4,669,386.687 (meters)                     COMP
 GQ0208  Z           -   3,804,761.839 (meters)                     COMP
 GQ0208  LAPLACE CORR-           9.46  (seconds)                    DEFLEC99
 GQ0208  ELLIP HEIGHT-         548.378 (meters)          (02/17/09) ADJUSTED
 GQ0208  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 GQ0208  HORZ ORDER  -  A
 GQ0208  ELLP ORDER  -  FOURTH    CLASS I
 GQ0208
 GQ0208.The horizontal coordinates were established by GPS observations
 GQ0208.and adjusted by the GEODETIC ANALYSIS LLC in February 2009.
 GQ0208
 GQ0208.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0208.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0208.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0208.The epoch date for horizontal control is a decimal equivalence
 GQ0208.of Year/Month/Day.
 GQ0208
 GQ0208.The orthometric height was determined by GPS observations and a
 GQ0208.high-resolution geoid model.
 GQ0208.The orthometric height was determined by GPS observations and a
 GQ0208.high-resolution geoid model using precise GPS observation and
 GQ0208.processing techniques. It supersedes the leveled height previously
 GQ0208.determined for this station.
 GQ0208
 GQ0208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0208
 GQ0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0208
 GQ0208.The ellipsoidal height was determined by GPS observations
 GQ0208.and is referenced to NAD 83.
 GQ0208
 GQ0208.The geoid height was determined by GEOID03.
 GQ0208
 GQ0208;                    North         East     Units Scale Factor Converg.
 GQ0208;SPC AZ W     -   649,303.981   193,555.202   MT  0.99993816   -0 07 59.5
 GQ0208;SPC AZ W     - 2,130,262.40    635,023.63   iFT  0.99993816   -0 07 59.5
 GQ0208;UTM  12      - 4,082,790.665   235,016.688   MT  1.00046512   -1 47 01.1
 GQ0208;UTM  11      - 4,082,947.157   769,961.878   MT  1.00049794   +1 49 01.8
 GQ0208
 GQ0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0208!SPC AZ W     -   0.99991395  x   0.99993816  =   0.99985211
 GQ0208!UTM  12      -   0.99991395  x   1.00046512  =   1.00037903
 GQ0208!UTM  11      -   0.99991395  x   1.00049794  =   1.00041185
 GQ0208
 GQ0208                          SUPERSEDED SURVEY CONTROL
 GQ0208
 GQ0208  NAVD 88 (06/15/91)  574.518  (m)         1884.90   (f) ADJUSTED    1 2
 GQ0208
 GQ0208.Superseded values are not recommended for survey control.
 GQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0208.See file dsdata.txt to determine how the superseded data were derived.
 GQ0208
 GQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3501782791(NAD 83)
 GQ0208_MARKER: F = FLANGE-ENCASED ROD
 GQ0208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0208_SP_SET: STAINLESS STEEL ROD
 GQ0208_STAMPING: H 499 1982
 GQ0208_MARK LOGO: NGS   
 GQ0208_PROJECTION: FLUSH
 GQ0208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0208+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 GQ0208_ROD/PIPE-DEPTH: 3.0  meters
 GQ0208
 GQ0208  HISTORY     - Date     Condition        Report By
 GQ0208  HISTORY     - 1982     MONUMENTED       NGS
 GQ0208  HISTORY     - 20080910 GOOD             GEOANA
 GQ0208
 GQ0208                          STATION DESCRIPTION
 GQ0208
 GQ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0208'11.1 KM (6.9 MI) NE FROM MESQUITE NV.
 GQ0208'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0208'MESQUITE, THENCE 10.6 KM (6.6 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0208'AT THE SOUTHWEST END OF A HIGHWAY CUT THROUGH A RIDGE, 0.5 KM (0.3 MI)
 GQ0208'SOUTHWEST OF THE SUMMIT OF A GRADE, 0.95 KM (0.6 MI) NORTHEAST OF THE
 GQ0208'BRIDGE OVER BIG BEND WASH, 15.2 METERS (50 FT) NORTHWEST OF THE
 GQ0208'HIGHWAY CENTERLINE, 7.9 METERS (26 FT) WEST-NORTHWEST OF THE SOUTHWEST
 GQ0208'END OF THE CUT.
 GQ0208'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 GQ0208'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GQ0208
 GQ0208                          STATION RECOVERY (2008)
 GQ0208
 GQ0208'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 GQ0208'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY STEVE ENGLE (MOHAVE
 GQ0208'COUNTY) FOLLOWS.
 GQ0208' 
 GQ0208'TO REACH FROM THE INTERSECTION OF INTERSTATE 15 AND OLD HIGHWAY 91
 GQ0208'(EXIT 8), HEAD SOUTH 3.6 MI (5.8 KM) ON OLD HIGHWAY 91 TO STATION
 GQ0208'LOCATED 50.2 FT (15.3 M) WEST OF HIGHWAY CENTERLINE, 138.0 FT (42.1 M)
 GQ0208'NORTH OF 'FALLING ROCK AREA' WARNING SIGN.
 GQ0208' 
 GQ0208'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 GQ0208'OF A FIXED HEIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0088 ***********************************************************************
 CZ0088  DESIGNATION -  H 5
 CZ0088  PID         -  CZ0088
 CZ0088  STATE/COUNTY-  AZ/PIMA
 CZ0088  USGS QUAD   -  VAIL (1981)
 CZ0088
 CZ0088                         *CURRENT SURVEY CONTROL
 CZ0088  ___________________________________________________________________
 CZ0088* NAD 83(1986)-  32 07 18.     (N)    110 44 45.     (W)     SCALED    
 CZ0088* NAVD 88     -       884.06   (+/-2cm)    2900.5    (feet)  VERTCON   
 CZ0088  ___________________________________________________________________
 CZ0088  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CZ0088  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0088
 CZ0088.The horizontal coordinates were scaled from a topographic map and have
 CZ0088.an estimated accuracy of +/- 6 seconds.
 CZ0088
 CZ0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0088.The vertical order pertains to the NGVD 29 superseded value.
 CZ0088
 CZ0088.The geoid height was determined by GEOID03.
 CZ0088
 CZ0088;                    North         East    Units  Estimated Accuracy
 CZ0088;SPC AZ C     -   124,960.      323,840.      MT  (+/- 180 meters Scaled)
 CZ0088
 CZ0088                          SUPERSEDED SURVEY CONTROL
 CZ0088
 CZ0088  NGVD 29 (??/??/92)  883.362  (m)         2898.16   (f) ADJ UNCH    1 2
 CZ0088
 CZ0088.Superseded values are not recommended for survey control.
 CZ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0088.See file dsdata.txt to determine how the superseded data were derived.
 CZ0088
 CZ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA239539(NAD 83)
 CZ0088_MARKER: DD = SURVEY DISK
 CZ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0088_STAMPING: H 5 2898 1946
 CZ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0088+STABILITY: SURFACE MOTION
 CZ0088
 CZ0088  HISTORY     - Date     Condition        Report By
 CZ0088  HISTORY     - 1946     MONUMENTED       USGS
 CZ0088  HISTORY     - 1952     GOOD             NGS
 CZ0088  HISTORY     - 20031220 MARK NOT FOUND   GEOCAC
 CZ0088
 CZ0088                          STATION DESCRIPTION
 CZ0088
 CZ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0088'9.5 MI N FROM VAIL.
 CZ0088'5.2 MILES NORTHWEST THENCE 0.2 MILE NORTH CROSS COUNTRY THENCE 1.3
 CZ0088'MILES NORTHEAST ALONG A COUNTY GRADED COUNTY ROAD, THENCE 2.8 MILES
 CZ0088'NORTHEAST ALONG A TRACK ROAD, AT A FENCE LINE 0.15 MILE SOUTHWEST OF
 CZ0088'THE SOUTHWEST BANK OF PANTANO WASH, 64 FEET SOUTHEAST OF A T IN THE
 CZ0088'FENCE LINE, 50 FEET EAST OF A Y JUNCTION FORMED BY THE MAIN ROAD AND A
 CZ0088'ROAD LEADING NORTHWEST, 26 FEET SOUTHWEST OF THE CENTER OF A WOODEN
 CZ0088'GAGE, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.6 FEET SOUTH
 CZ0088'OF A POST PAINTED 2898-5, 1.6 FEET SOUTHWEST OF A FENCE, 1.6 FEET
 CZ0088'NORTHWEST OF THE WITNESS POST, SET IN A CONCRETE POST FLUSH WITH THE
 CZ0088'GROUND AND ABOUT LEVEL WITH THE ROAD.
 CZ0088
 CZ0088                          STATION RECOVERY (2003)
 CZ0088
 CZ0088'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0631 ***********************************************************************
 ET0631  DESIGNATION -  H 5
 ET0631  PID         -  ET0631
 ET0631  STATE/COUNTY-  AZ/YAVAPAI
 ET0631  USGS QUAD   -  MALPAIS MESA NE (1967)
 ET0631
 ET0631                         *CURRENT SURVEY CONTROL
 ET0631  ___________________________________________________________________
 ET0631* NAD 83(1986)-  34 28 49.     (N)    113 03 37.     (W)     SCALED    
 ET0631* NAVD 88     -       697.132  (meters)    2287.17   (feet)  POSTED    
 ET0631  ___________________________________________________________________
 ET0631  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ET0631  DYNAMIC HT  -         696.300 (meters)    2284.44  (feet)  COMP
 ET0631  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 ET0631
 ET0631  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0631
 ET0631.The horizontal coordinates were scaled from a topographic map and have
 ET0631.an estimated accuracy of +/- 6 seconds.
 ET0631
 ET0631.The orthometric height was determined by differential leveling
 ET0631.and adjusted in November 2005.
 ET0631.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0631.rate of 1.1 thru 2.0 mm/km.
 ET0631
 ET0631.The geoid height was determined by GEOID03.
 ET0631
 ET0631.The dynamic height is computed by dividing the NAVD 88
 ET0631.geopotential number by the normal gravity value computed on the
 ET0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0631.degrees latitude (g = 980.6199 gals.).
 ET0631
 ET0631.The modeled gravity was interpolated from observed gravity values.
 ET0631
 ET0631;                    North         East    Units  Estimated Accuracy
 ET0631;SPC AZ C     -   386,520.      108,310.      MT  (+/- 180 meters Scaled)
 ET0631
 ET0631                          SUPERSEDED SURVEY CONTROL
 ET0631
 ET0631  NGVD 29 (??/??/92)  696.426  (m)         2284.86   (f) ADJ UNCH    1 2
 ET0631
 ET0631.Superseded values are not recommended for survey control.
 ET0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0631.See file dsdata.txt to determine how the superseded data were derived.
 ET0631
 ET0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD108173(NAD 83)
 ET0631_MARKER: DD = SURVEY DISK
 ET0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0631_SP_SET: CURBING
 ET0631_STAMPING: H 5 2285 1944
 ET0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0631+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0631
 ET0631  HISTORY     - Date     Condition        Report By
 ET0631  HISTORY     - 1944     MONUMENTED       USGS
 ET0631  HISTORY     - 1955     GOOD             NGS
 ET0631  HISTORY     - 20040404 GOOD             GEOCAC
 ET0631  HISTORY     - 20080803 GOOD             GEOCAC
 ET0631
 ET0631                          STATION DESCRIPTION
 ET0631
 ET0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ET0631'11.8 MI NW FROM HILLSIDE.
 ET0631'11.8 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0631'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, AT A STEEL AND
 ET0631'CONCRETE BRIDGE OVER SANTA MARIA RIVER, IN THE TOP OF THE SOUTHEAST
 ET0631'END OF THE NORTHEAST CONCRETE CURBING, 13 FEET NORTHEAST OF THE CENTER
 ET0631'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 ET0631
 ET0631                          STATION RECOVERY (2004)
 ET0631
 ET0631'RECOVERY NOTE BY GEOCACHING 2004 (RLS)
 ET0631'RECOVERED IN GOOD CONDITION.
 ET0631
 ET0631                          STATION RECOVERY (2008)
 ET0631
 ET0631'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0631'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE DISK IS PARTIALLY
 ET0631'OBSCURED BY THE FOOTING OF A GUARDRAIL SUPPORT, BUT THE DATUM POINT IS
 ET0631'CLEAR FROM OBSTRUCTION. GPS (HH2) CO-ORDINATES N34 28.825' W113
 ET0631'03.616'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0149 ***********************************************************************
 GP0149  DESIGNATION -  H 50
 GP0149  PID         -  GP0149
 GP0149  STATE/COUNTY-  AZ/COCONINO
 GP0149  USGS QUAD   -  TUBA CITY (1969)
 GP0149
 GP0149                         *CURRENT SURVEY CONTROL
 GP0149  ___________________________________________________________________
 GP0149* NAD 83(1986)-  36 08 23.     (N)    111 09 36.     (W)     SCALED    
 GP0149* NAVD 88     -      1561.401  (meters)    5122.70   (feet)  ADJUSTED  
 GP0149  ___________________________________________________________________
 GP0149  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GP0149  DYNAMIC HT  -        1559.431 (meters)    5116.23  (feet)  COMP
 GP0149  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 GP0149
 GP0149  VERT ORDER  -  FIRST     CLASS II
 GP0149
 GP0149.The horizontal coordinates were scaled from a topographic map and have
 GP0149.an estimated accuracy of +/- 6 seconds.
 GP0149
 GP0149.The orthometric height was determined by differential leveling
 GP0149.and adjusted in June 1991.
 GP0149
 GP0149.The geoid height was determined by GEOID03.
 GP0149
 GP0149.The dynamic height is computed by dividing the NAVD 88
 GP0149.geopotential number by the normal gravity value computed on the
 GP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0149.degrees latitude (g = 980.6199 gals.).
 GP0149
 GP0149.The modeled gravity was interpolated from observed gravity values.
 GP0149
 GP0149;                    North         East    Units  Estimated Accuracy
 GP0149;SPC AZ C     -   570,280.      281,460.      MT  (+/- 180 meters Scaled)
 GP0149
 GP0149                          SUPERSEDED SURVEY CONTROL
 GP0149
 GP0149  NGVD 29 (??/??/92) 1560.466  (m)         5119.63   (f) ADJ UNCH    1 2
 GP0149
 GP0149.Superseded values are not recommended for survey control.
 GP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0149.See file dsdata.txt to determine how the superseded data were derived.
 GP0149
 GP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE856994(NAD 83)
 GP0149_MARKER: DB = BENCH MARK DISK
 GP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0149_STAMPING: H 50 1934
 GP0149_MARK LOGO: CGS   
 GP0149_PROJECTION: PROJECTING 10 CENTIMETERS
 GP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0149+STABILITY: SURFACE MOTION
 GP0149
 GP0149  HISTORY     - Date     Condition        Report By
 GP0149  HISTORY     - 1934     MONUMENTED       CGS
 GP0149  HISTORY     - 1983     GOOD             NGS
 GP0149
 GP0149                          STATION DESCRIPTION
 GP0149
 GP0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0149'5.0 MI NE FROM TUBA CITY.
 GP0149'5.0 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0149'COCONINO COUNTY, 4-1/2 POLES SOUTHWEST OF AN ANGLE IN A ROW OF POLES,
 GP0149'90 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN LINE WITH THE ROW
 GP0149'OF POLES.  A STANDARD DISK, STAMPED H 50 1934 AND SET IN THE TOP OF A
 GP0149'CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY 164 AND
 GP0149'STATE HIGHWAY 264.  3.6 MILES NORTHEAST OF ALONG U.S. HIGHWAY 164.
 GP0149'THENCE 0.35 MILE EAST ON SIDE ROAD.  4 1/2 POLES SOUTHWEST OF AN ANGLE
 GP0149'IN A ROW OF POLES.  80 FT. NORTH OF THE CENTERLINE OF THE ROAD, AND IN
 GP0149'LINE WITH THE ROW OF POLES.  SET IN A CONCRETE POST PROJECTING 0.6 FT.
 GP0149'A USC AND GS BENCH MARK STAMPED H 50 1934.
 GP0149
 GP0149                          STATION RECOVERY (1983)
 GP0149
 GP0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0149'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.7 KM
 GP0149'(4.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0149'STATE HIGHWAY 264 IN TUBA CITY, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST
 GP0149'326, 144.8 METERS (475.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GP0149'HIGHWAY, 43.9 METERS (144.0 FT) EAST OF A UTILITY POLE, 24.4 METERS
 GP0149'(80.1 FT) NORTH OF THE CENTER OF A TRACK ROAD, AND 23.8 METER
 GP0149'(78.1 FT) WEST OF A UTILITY POLE.
 GP0149'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GP0149'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0400 ***********************************************************************
 FP0400  DESIGNATION -  H 500
 FP0400  PID         -  FP0400
 FP0400  STATE/COUNTY-  AZ/APACHE
 FP0400  USGS QUAD   -  NAVAJO NORTH (1972)
 FP0400
 FP0400                         *CURRENT SURVEY CONTROL
 FP0400  ___________________________________________________________________
 FP0400* NAD 83(1986)-  35 07 39.     (N)    109 32 36.     (W)     SCALED    
 FP0400* NAVD 88     -      1735.109  (meters)    5692.60   (feet)  ADJUSTED  
 FP0400  ___________________________________________________________________
 FP0400  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FP0400  DYNAMIC HT  -        1732.693 (meters)    5684.68  (feet)  COMP
 FP0400  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 FP0400
 FP0400  VERT ORDER  -  FIRST     CLASS II
 FP0400
 FP0400.The horizontal coordinates were scaled from a topographic map and have
 FP0400.an estimated accuracy of +/- 6 seconds.
 FP0400
 FP0400.The orthometric height was determined by differential leveling
 FP0400.and adjusted in June 1991.
 FP0400
 FP0400.The geoid height was determined by GEOID03.
 FP0400
 FP0400.The dynamic height is computed by dividing the NAVD 88
 FP0400.geopotential number by the normal gravity value computed on the
 FP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0400.degrees latitude (g = 980.6199 gals.).
 FP0400
 FP0400.The modeled gravity was interpolated from observed gravity values.
 FP0400
 FP0400;                    North         East    Units  Estimated Accuracy
 FP0400;SPC AZ E     -   457,900.      270,170.      MT  (+/- 180 meters Scaled)
 FP0400
 FP0400                          SUPERSEDED SURVEY CONTROL
 FP0400
 FP0400.No superseded survey control is available for this station.
 FP0400
 FP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD327881(NAD 83)
 FP0400_MARKER: DB = BENCH MARK DISK
 FP0400_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0400_SP_SET: ABUTMENT
 FP0400_STAMPING: H 500 1983
 FP0400_MARK LOGO: NGS   
 FP0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0400+STABILITY: POSITION/ELEVATION WELL
 FP0400
 FP0400  HISTORY     - Date     Condition        Report By
 FP0400  HISTORY     - 1983     MONUMENTED       NGS
 FP0400
 FP0400                          STATION DESCRIPTION
 FP0400
 FP0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0400'12.0 KM (7.45 MI) SW FROM CHAMBERS.
 FP0400'12.0 KM (7.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0400'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0400'TOP OF AND 0.6 METER (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 FP0400'SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER THE HIGHWAY LEADING TO
 FP0400'NAVAJO, 22.2 METERS (72.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FP0400'NORTHEAST BOUND LANES OF THE HIGHWAY, 4.4 METERS (14.4 FT) SOUTHWEST
 FP0400'OF THE CENTERLINE OF THE NAVAJO ROAD AND 2.9 METERS (9.5 FT) NORTHWEST
 FP0400'OF THE SOUTHEAST END OF THE BRIDGE.
 FP0400'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0802 ***********************************************************************
 ES0802  DESIGNATION -  H 501
 ES0802  PID         -  ES0802
 ES0802  STATE/COUNTY-  AZ/NAVAJO
 ES0802  USGS QUAD   -  TENMILE CEDARS (1970)
 ES0802
 ES0802                         *CURRENT SURVEY CONTROL
 ES0802  ___________________________________________________________________
 ES0802* NAD 83(1986)-  34 37 38.     (N)    110 05 35.     (W)     SCALED    
 ES0802* NAVD 88     -      1699.001  (meters)    5574.14   (feet)  ADJUSTED  
 ES0802  ___________________________________________________________________
 ES0802  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0802  DYNAMIC HT  -        1696.604 (meters)    5566.27  (feet)  COMP
 ES0802  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 ES0802
 ES0802  VERT ORDER  -  FIRST     CLASS II
 ES0802
 ES0802.The horizontal coordinates were scaled from a topographic map and have
 ES0802.an estimated accuracy of +/- 6 seconds.
 ES0802
 ES0802.The orthometric height was determined by differential leveling
 ES0802.and adjusted in June 1991.
 ES0802
 ES0802.The geoid height was determined by GEOID03.
 ES0802
 ES0802.The dynamic height is computed by dividing the NAVD 88
 ES0802.geopotential number by the normal gravity value computed on the
 ES0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0802.degrees latitude (g = 980.6199 gals.).
 ES0802
 ES0802.The modeled gravity was interpolated from observed gravity values.
 ES0802
 ES0802;                    North         East    Units  Estimated Accuracy
 ES0802;SPC AZ E     -   402,230.      220,110.      MT  (+/- 180 meters Scaled)
 ES0802
 ES0802                          SUPERSEDED SURVEY CONTROL
 ES0802
 ES0802.No superseded survey control is available for this station.
 ES0802
 ES0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD831320(NAD 83)
 ES0802_MARKER: DB = BENCH MARK DISK
 ES0802_SETTING: 66 = SET IN ROCK OUTCROP
 ES0802_SP_SET: ROCK OUTCROP
 ES0802_STAMPING: H 501 1983
 ES0802_MARK LOGO: NGS   
 ES0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0802+STABILITY: POSITION/ELEVATION WELL
 ES0802
 ES0802  HISTORY     - Date     Condition        Report By
 ES0802  HISTORY     - 1983     MONUMENTED       NGS
 ES0802
 ES0802                          STATION DESCRIPTION
 ES0802
 ES0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0802'31.6 KM (19.65 MI) SOUT FROM HOLBROOK.
 ES0802'31.6 KM (19.65 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0802'WITH HOPI DRIVE IN HOLBROOK, 0.2 KM (0.1 MI) NORTH OF MILEPOST 369, IN
 ES0802'THE CENTER OF THE SOUTH END OF A 15 BY 45 FT EXPOSED AREA OF
 ES0802'OUTCROPPING BEDROCK, 60.4 METERS (198.2 FT) NORTHEAST OF THE NORTHEAST
 ES0802'CORNER OF A BOX CULVERT, 29.4 METERS (96.5 FT) EAST OF THE CENTERLINE
 ES0802'OF THE HIGHWAY AND 29.0 METERS (95.1 FT) NORTH OF A FENCE CORNER.
 ES0802'THE MARK IS 1.1 METERS  W FROM  A WITNESS POST AND FENCE
 ES0802'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0425 ***********************************************************************
 ER0425  DESIGNATION -  H 502
 ER0425  PID         -  ER0425
 ER0425  STATE/COUNTY-  AZ/NAVAJO
 ER0425  USGS QUAD   -  INDIAN PINE (1977)
 ER0425
 ER0425                         *CURRENT SURVEY CONTROL
 ER0425  ___________________________________________________________________
 ER0425* NAD 83(1986)-  34 07 22.     (N)    109 55 18.     (W)     SCALED    
 ER0425* NAVD 88     -      2162.719  (meters)    7095.52   (feet)  ADJUSTED  
 ER0425  ___________________________________________________________________
 ER0425  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0425  DYNAMIC HT  -        2159.398 (meters)    7084.62  (feet)  COMP
 ER0425  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 ER0425
 ER0425  VERT ORDER  -  FIRST     CLASS II
 ER0425
 ER0425.The horizontal coordinates were scaled from a topographic map and have
 ER0425.an estimated accuracy of +/- 6 seconds.
 ER0425
 ER0425.The orthometric height was determined by differential leveling
 ER0425.and adjusted in June 1991.
 ER0425
 ER0425.The geoid height was determined by GEOID03.
 ER0425
 ER0425.The dynamic height is computed by dividing the NAVD 88
 ER0425.geopotential number by the normal gravity value computed on the
 ER0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0425.degrees latitude (g = 980.6199 gals.).
 ER0425
 ER0425.The modeled gravity was interpolated from observed gravity values.
 ER0425
 ER0425;                    North         East    Units  Estimated Accuracy
 ER0425;SPC AZ E     -   346,300.      235,960.      MT  (+/- 180 meters Scaled)
 ER0425
 ER0425                          SUPERSEDED SURVEY CONTROL
 ER0425
 ER0425.No superseded survey control is available for this station.
 ER0425
 ER0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC994762(NAD 83)
 ER0425_MARKER: I = METAL ROD
 ER0425_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0425+WITH SETTING: INFORMATION.
 ER0425_SP_SET: SHALLOW SET METAL ROD
 ER0425_STAMPING: H 502 1983
 ER0425_MARK LOGO: NGS   
 ER0425_PROJECTION: FLUSH
 ER0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ER0425+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 ER0425_ROD/PIPE-DEPTH: 2.7  meters
 ER0425
 ER0425  HISTORY     - Date     Condition        Report By
 ER0425  HISTORY     - 1983     MONUMENTED       NGS
 ER0425  HISTORY     - 20061103 GOOD             GEOCAC
 ER0425
 ER0425                          STATION DESCRIPTION
 ER0425
 ER0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0425'10.5 KM (6.5 MI) NW FROM MCNARY.
 ER0425'0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 ER0425'MCNARY, THENCE 10.4 KM (6.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY
 ER0425'260, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 354, 19.4 METERS (63.6 FT)
 ER0425'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 7.4 METERS (24.3 FT)
 ER0425'NORTHWEST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING TO THE
 ER0425'ARIZONA GAME AND FISH AND STATE LAND DEPARTMENT.  REFUSAL WAS
 ER0425'REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ER0425'CAP.
 ER0425'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 ER0425'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 ER0425
 ER0425                          STATION RECOVERY (2006)
 ER0425
 ER0425'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ER0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0388 ***********************************************************************
 FP0388  DESIGNATION -  H 503
 FP0388  PID         -  FP0388
 FP0388  STATE/COUNTY-  AZ/APACHE
 FP0388  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0388
 FP0388                         *CURRENT SURVEY CONTROL
 FP0388  ___________________________________________________________________
 FP0388* NAD 83(1986)-  35 16 25.     (N)    109 15 50.     (W)     SCALED    
 FP0388* NAVD 88     -      1840.899  (meters)    6039.68   (feet)  ADJUSTED  
 FP0388  ___________________________________________________________________
 FP0388  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 FP0388  DYNAMIC HT  -        1838.332 (meters)    6031.26  (feet)  COMP
 FP0388  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 FP0388
 FP0388  VERT ORDER  -  FIRST     CLASS II
 FP0388
 FP0388.The horizontal coordinates were scaled from a topographic map and have
 FP0388.an estimated accuracy of +/- 6 seconds.
 FP0388
 FP0388.The orthometric height was determined by differential leveling
 FP0388.and adjusted in June 1991.
 FP0388
 FP0388.The geoid height was determined by GEOID03.
 FP0388
 FP0388.The dynamic height is computed by dividing the NAVD 88
 FP0388.geopotential number by the normal gravity value computed on the
 FP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0388.degrees latitude (g = 980.6199 gals.).
 FP0388
 FP0388.The modeled gravity was interpolated from observed gravity values.
 FP0388
 FP0388;                    North         East    Units  Estimated Accuracy
 FP0388;SPC AZ E     -   474,300.      295,490.      MT  (+/- 180 meters Scaled)
 FP0388
 FP0388                          SUPERSEDED SURVEY CONTROL
 FP0388
 FP0388.No superseded survey control is available for this station.
 FP0388
 FP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE579047(NAD 83)
 FP0388_MARKER: DB = BENCH MARK DISK
 FP0388_SETTING: 66 = SET IN ROCK OUTCROP
 FP0388_SP_SET: ROCK OUTCROP
 FP0388_STAMPING: H 503 1983
 FP0388_MARK LOGO: NGS   
 FP0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0388+STABILITY: POSITION/ELEVATION WELL
 FP0388
 FP0388  HISTORY     - Date     Condition        Report By
 FP0388  HISTORY     - 1983     MONUMENTED       NGS
 FP0388
 FP0388                          STATION DESCRIPTION
 FP0388
 FP0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0388'19.0 KM (11.8 MI) NE FROM CHAMBERS.
 FP0388'19.0 KM (11.8 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0388'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.2
 FP0388'KM (0.1 MI) NORTHEAST OF MILEPOST 345, IN THE NORTHEAST END OF A 3 BY
 FP0388'15 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 82.6 METERS (271.0 FT)
 FP0388'NORTHEAST OF THE SOUTHWEST END OF THE CUT AND 13.4 METERS (44.0 FT)
 FP0388'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0388'HIGHWAY.
 FP0388'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FP0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0779 ***********************************************************************
 ES0779  DESIGNATION -  H 504
 ES0779  PID         -  ES0779
 ES0779  STATE/COUNTY-  AZ/NAVAJO
 ES0779  USGS QUAD   -  JOSEPH CITY (1986)
 ES0779
 ES0779                         *CURRENT SURVEY CONTROL
 ES0779  ___________________________________________________________________
 ES0779* NAD 83(1986)-  34 55 22.     (N)    110 15 20.     (W)     SCALED    
 ES0779* NAVD 88     -      1552.916  (meters)    5094.86   (feet)  ADJUSTED  
 ES0779  ___________________________________________________________________
 ES0779  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES0779  DYNAMIC HT  -        1550.796 (meters)    5087.90  (feet)  COMP
 ES0779  MODELED GRAV-     979,215.4   (mgal)                       NAVD 88
 ES0779
 ES0779  VERT ORDER  -  FIRST     CLASS II
 ES0779
 ES0779.The horizontal coordinates were scaled from a topographic map and have
 ES0779.an estimated accuracy of +/- 6 seconds.
 ES0779
 ES0779.The orthometric height was determined by differential leveling
 ES0779.and adjusted in June 1991.
 ES0779
 ES0779.The geoid height was determined by GEOID03.
 ES0779
 ES0779.The dynamic height is computed by dividing the NAVD 88
 ES0779.geopotential number by the normal gravity value computed on the
 ES0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0779.degrees latitude (g = 980.6199 gals.).
 ES0779
 ES0779.The modeled gravity was interpolated from observed gravity values.
 ES0779
 ES0779;                    North         East    Units  Estimated Accuracy
 ES0779;SPC AZ E     -   435,010.      205,240.      MT  (+/- 180 meters Scaled)
 ES0779
 ES0779                          SUPERSEDED SURVEY CONTROL
 ES0779
 ES0779.No superseded survey control is available for this station.
 ES0779
 ES0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD679647(NAD 83)
 ES0779_MARKER: DB = BENCH MARK DISK
 ES0779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0779_SP_SET: PIER
 ES0779_STAMPING: H 504 1983
 ES0779_MARK LOGO: NGS   
 ES0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0779+STABILITY: POSITION/ELEVATION WELL
 ES0779
 ES0779  HISTORY     - Date     Condition        Report By
 ES0779  HISTORY     - 1983     MONUMENTED       NGS
 ES0779
 ES0779                          STATION DESCRIPTION
 ES0779
 ES0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0779'8.4 KM (5.2 MI) EAST FROM JOSEPH CITY.
 ES0779'8.4 KM (5.2 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 ES0779'40 FROM THE POST OFFICE IN JOSEPH CITY, SET VERTICALLY IN THE
 ES0779'SOUTHEAST FACE OF THE CENTER PIER OF THE HUNT ROAD OVERPASS OF THE
 ES0779'HIGHWAY (EXIT 280), 16.6 METERS (54.5 FT) SOUTHWEST OF THE CENTERLINE
 ES0779'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 16.6 METERS (54.5 FT)
 ES0779'NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 ES0779'HIGHWAY.
 ES0779'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0477 ***********************************************************************
 GP0477  DESIGNATION -  H 505
 GP0477  PID         -  GP0477
 GP0477  STATE/COUNTY-  AZ/COCONINO
 GP0477  USGS QUAD   -  MOENAVE (1969)
 GP0477
 GP0477                         *CURRENT SURVEY CONTROL
 GP0477  ___________________________________________________________________
 GP0477* NAD 83(1986)-  36 08 42.     (N)    111 21 35.     (W)     SCALED    
 GP0477* NAVD 88     -      1424.431  (meters)    4673.32   (feet)  ADJUSTED  
 GP0477  ___________________________________________________________________
 GP0477  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0477  DYNAMIC HT  -        1422.676 (meters)    4667.56  (feet)  COMP
 GP0477  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 GP0477
 GP0477  VERT ORDER  -  FIRST     CLASS II
 GP0477
 GP0477.The horizontal coordinates were scaled from a topographic map and have
 GP0477.an estimated accuracy of +/- 6 seconds.
 GP0477
 GP0477.The orthometric height was determined by differential leveling
 GP0477.and adjusted in June 1991.
 GP0477
 GP0477.The geoid height was determined by GEOID03.
 GP0477
 GP0477.The dynamic height is computed by dividing the NAVD 88
 GP0477.geopotential number by the normal gravity value computed on the
 GP0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0477.degrees latitude (g = 980.6199 gals.).
 GP0477
 GP0477.The modeled gravity was interpolated from observed gravity values.
 GP0477
 GP0477;                    North         East    Units  Estimated Accuracy
 GP0477;SPC AZ C     -   570,740.      263,480.      MT  (+/- 180 meters Scaled)
 GP0477
 GP0477                          SUPERSEDED SURVEY CONTROL
 GP0477
 GP0477.No superseded survey control is available for this station.
 GP0477
 GP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF676000(NAD 83)
 GP0477_MARKER: DB = BENCH MARK DISK
 GP0477_SETTING: 66 = SET IN ROCK OUTCROP
 GP0477_SP_SET: ROCK OUTCROP
 GP0477_STAMPING: H 505 1983
 GP0477_MARK LOGO: NGS   
 GP0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0477+STABILITY: POSITION/ELEVATION WELL
 GP0477
 GP0477  HISTORY     - Date     Condition        Report By
 GP0477  HISTORY     - 1983     MONUMENTED       NGS
 GP0477
 GP0477                          STATION DESCRIPTION
 GP0477
 GP0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0477'16.0 KM (9.95 MI) SW FROM TUBA CITY.
 GP0477'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0477'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 7.4 KM (4.6 MI)
 GP0477'NORTHWESTERLY ALONG COUNTY ROAD 23, 5.1 KM (3.15 MI) SOUTHEAST OF THE
 GP0477'JUNCTION OF U.S. HIGHWAY 89, 0.2 KM (0.1 MI) WEST OF THE JUNCTION OF A
 GP0477'DIRT ROAD LEADING NORTHWEST, IN THE CENTER OF A 30- BY 60-FOOT AREA OF
 GP0477'OUTCROPPING BEDROCK, 101.0 METERS (331.4 FT) WEST OF THE WEST END OF A
 GP0477'SMALL BRIDGE, 11.0 METERS (36.1 FT) SOUTH OF THE CENTER OF THE ROAD,
 GP0477'10.0 METERS (32.8 FT) EAST OF THE WEST END OF THE OUTCROP, AND
 GP0477'9.4 METERS (30.8 FT) WEST OF THE EAST END OF THE OUTCROP.
 GP0477'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0477'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0454 ***********************************************************************
 GP0454  DESIGNATION -  H 506
 GP0454  PID         -  GP0454
 GP0454  STATE/COUNTY-  AZ/COCONINO
 GP0454  USGS QUAD   -  TUBA CITY NE (1969)
 GP0454
 GP0454                         *CURRENT SURVEY CONTROL
 GP0454  ___________________________________________________________________
 GP0454* NAD 83(1986)-  36 13 56.     (N)    111 01 49.     (W)     SCALED    
 GP0454* NAVD 88     -      1712.322  (meters)    5617.84   (feet)  ADJUSTED  
 GP0454  ___________________________________________________________________
 GP0454  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 GP0454  DYNAMIC HT  -        1710.159 (meters)    5610.75  (feet)  COMP
 GP0454  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 GP0454
 GP0454  VERT ORDER  -  FIRST     CLASS II
 GP0454
 GP0454.The horizontal coordinates were scaled from a topographic map and have
 GP0454.an estimated accuracy of +/- 6 seconds.
 GP0454
 GP0454.The orthometric height was determined by differential leveling
 GP0454.and adjusted in June 1991.
 GP0454
 GP0454.The geoid height was determined by GEOID03.
 GP0454
 GP0454.The dynamic height is computed by dividing the NAVD 88
 GP0454.geopotential number by the normal gravity value computed on the
 GP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0454.degrees latitude (g = 980.6199 gals.).
 GP0454
 GP0454.The modeled gravity was interpolated from observed gravity values.
 GP0454
 GP0454;                    North         East    Units  Estimated Accuracy
 GP0454;SPC AZ C     -   580,640.      293,040.      MT  (+/- 180 meters Scaled)
 GP0454
 GP0454                          SUPERSEDED SURVEY CONTROL
 GP0454
 GP0454.No superseded survey control is available for this station.
 GP0454
 GP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF972097(NAD 83)
 GP0454_MARKER: I = METAL ROD
 GP0454_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0454+WITH SETTING: INFORMATION.
 GP0454_SP_SET: SHALLOW SET METAL ROD
 GP0454_STAMPING: H 506 1983
 GP0454_MARK LOGO: NGS   
 GP0454_PROJECTION: FLUSH
 GP0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0454_ROD/PIPE-DEPTH: 0.9  meters
 GP0454
 GP0454  HISTORY     - Date     Condition        Report By
 GP0454  HISTORY     - 1983     MONUMENTED       NGS
 GP0454
 GP0454                          STATION DESCRIPTION
 GP0454
 GP0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0454'22.6 KM (14.05 MI) NE FROM TUBA CITY.
 GP0454'22.6 KM (14.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0454'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.9 KM (0.55 MI)
 GP0454'SOUTHWEST OF A DIRT ROAD LEADING EAST, 0.5 KM (0.3 MI) SOUTHWEST OF
 GP0454'MILEPOST 336, 30.5 METERS (100.1 FT) SOUTHEAST OF THE CENTERLINE OF
 GP0454'THE HIGHWAY, AND 1.3 METERS (4.3 FT) NORTHEAST OF A INLINE FENCE
 GP0454'SUPPORT POST.  NOTE=REFUSAL WAS REACHED AT 3.0 FEET.  ACCESS TO THE
 GP0454'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0454'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0454'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0379 ***********************************************************************
 GP0379  DESIGNATION -  H 508
 GP0379  PID         -  GP0379
 GP0379  STATE/COUNTY-  AZ/COCONINO
 GP0379  USGS QUAD   -  THE GAP (1981)
 GP0379
 GP0379                         *CURRENT SURVEY CONTROL
 GP0379  ___________________________________________________________________
 GP0379* NAD 83(1986)-  36 17 26.     (N)    111 26 55.     (W)     SCALED    
 GP0379* NAVD 88     -      1608.405  (meters)    5276.91   (feet)  ADJUSTED  
 GP0379  ___________________________________________________________________
 GP0379  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GP0379  DYNAMIC HT  -        1606.395 (meters)    5270.31  (feet)  COMP
 GP0379  MODELED GRAV-     979,326.2   (mgal)                       NAVD 88
 GP0379
 GP0379  VERT ORDER  -  FIRST     CLASS II
 GP0379
 GP0379.The horizontal coordinates were scaled from a topographic map and have
 GP0379.an estimated accuracy of +/- 6 seconds.
 GP0379
 GP0379.The orthometric height was determined by differential leveling
 GP0379.and adjusted in June 1991.
 GP0379
 GP0379.The geoid height was determined by GEOID03.
 GP0379
 GP0379.The dynamic height is computed by dividing the NAVD 88
 GP0379.geopotential number by the normal gravity value computed on the
 GP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0379.degrees latitude (g = 980.6199 gals.).
 GP0379
 GP0379.The modeled gravity was interpolated from observed gravity values.
 GP0379
 GP0379;                    North         East    Units  Estimated Accuracy
 GP0379;SPC AZ C     -   586,850.      255,400.      MT  (+/- 180 meters Scaled)
 GP0379
 GP0379                          SUPERSEDED SURVEY CONTROL
 GP0379
 GP0379.No superseded survey control is available for this station.
 GP0379
 GP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF597162(NAD 83)
 GP0379_MARKER: I = METAL ROD
 GP0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0379_SP_SET: STAINLESS STEEL ROD
 GP0379_STAMPING: H 508 1983
 GP0379_MARK LOGO: NGS   
 GP0379_PROJECTION: FLUSH
 GP0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0379+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GP0379_ROD/PIPE-DEPTH: 6.1  meters
 GP0379
 GP0379  HISTORY     - Date     Condition        Report By
 GP0379  HISTORY     - 1983     MONUMENTED       NGS
 GP0379  HISTORY     - 20050415 GOOD             NGS
 GP0379
 GP0379                          STATION DESCRIPTION
 GP0379
 GP0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0379'1.7 KM (1.0 MI) SOUTH FROM THE GAP.
 GP0379'1.7 KM (1.05 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0379'THE GAP, IN THE NORTHEAST CORNER OF THE Y-JUNCTION OF THE OLD HIGHWAY,
 GP0379'0.15 KM (0.1 MI) NORTHWEST OF THE WEST ONE OF THREE HIGH TENSION POWER
 GP0379'LINES CROSSING THE HIGHWAY, 68.9 METERS (226 FT) SOUTHEAST OF MILEPOST
 GP0379'497, 30.5 METERS (100 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 GP0379'9.7 METERS (32 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY,
 GP0379'0.6 METER (2 FT) SOUTH OF A BRACED FENCE POST IN THE RIGHT OF WAY
 GP0379'FENCE, 0.4 METER (1.3 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GP0379'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GP0379'THE MARK IS 0.6 M ABOVE THE OLD HIGHWAY.
 GP0379
 GP0379                          STATION RECOVERY (2005)
 GP0379
 GP0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0330 ***********************************************************************
 GP0330  DESIGNATION -  H 51
 GP0330  PID         -  GP0330
 GP0330  STATE/COUNTY-  AZ/COCONINO
 GP0330  USGS QUAD   -  EMMETT HILL (1985)
 GP0330
 GP0330                         *CURRENT SURVEY CONTROL
 GP0330  ___________________________________________________________________
 GP0330* NAD 83(1986)-  36 42 35.     (N)    111 58 13.     (W)     SCALED    
 GP0330* NAVD 88     -      1546.101  (meters)    5072.50   (feet)  POSTED    
 GP0330  ___________________________________________________________________
 GP0330  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 GP0330  DYNAMIC HT  -        1544.240 (meters)    5066.39  (feet)  COMP
 GP0330  MODELED GRAV-     979,376.3   (mgal)                       NAVD 88
 GP0330
 GP0330  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0330
 GP0330.The horizontal coordinates were scaled from a topographic map and have
 GP0330.an estimated accuracy of +/- 6 seconds.
 GP0330
 GP0330.The orthometric height was determined by differential leveling
 GP0330.and adjusted by the  in 1992.
 GP0330.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0330.rate of 0.0 thru 1.0 mm/km.
 GP0330
 GP0330.The geoid height was determined by GEOID03.
 GP0330
 GP0330.The dynamic height is computed by dividing the NAVD 88
 GP0330.geopotential number by the normal gravity value computed on the
 GP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0330.degrees latitude (g = 980.6199 gals.).
 GP0330
 GP0330.The modeled gravity was interpolated from observed gravity values.
 GP0330
 GP0330;                    North         East    Units  Estimated Accuracy
 GP0330;SPC AZ C     -   633,260.      208,570.      MT  (+/- 180 meters Scaled)
 GP0330
 GP0330                          SUPERSEDED SURVEY CONTROL
 GP0330
 GP0330  NGVD 29 (??/??/92) 1545.113  (m)         5069.26   (f) ADJ UNCH    1 2
 GP0330
 GP0330.Superseded values are not recommended for survey control.
 GP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0330.See file dsdata.txt to determine how the superseded data were derived.
 GP0330
 GP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF133631(NAD 83)
 GP0330_MARKER: DB = BENCH MARK DISK
 GP0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0330_STAMPING: H 51 1934
 GP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0330+STABILITY: SURFACE MOTION
 GP0330
 GP0330  HISTORY     - Date     Condition        Report By
 GP0330  HISTORY     - 1934     MONUMENTED       CGS
 GP0330
 GP0330                          STATION DESCRIPTION
 GP0330
 GP0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0330'4.2 MI E FROM HOUSE ROCK SPRINGS.
 GP0330'4.2 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GP0330'COUNTY, 0.5 MILE WEST OF THE RUSSEL RANCH-HOUSE ON THE NORTH SIDE OF
 GP0330'THE HIGHWAY, AT STATION 1233+50, AT A DOUBLE 6- BY 12-FOOT BOX
 GP0330'CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL.
 GP0330'A STANDARD DISK, STAMPED H 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0503 ***********************************************************************
 FQ0503  DESIGNATION -  H 510
 FQ0503  PID         -  FQ0503
 FQ0503  STATE/COUNTY-  AZ/COCONINO
 FQ0503  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0503
 FQ0503                         *CURRENT SURVEY CONTROL
 FQ0503  ___________________________________________________________________
 FQ0503* NAD 83(1986)-  35 47 42.     (N)    111 26 57.     (W)     SCALED    
 FQ0503* NAVD 88     -      1384.833  (meters)    4543.41   (feet)  ADJUSTED  
 FQ0503  ___________________________________________________________________
 FQ0503  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0503  DYNAMIC HT  -        1383.093 (meters)    4537.70  (feet)  COMP
 FQ0503  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 FQ0503
 FQ0503  VERT ORDER  -  FIRST     CLASS II
 FQ0503
 FQ0503.The horizontal coordinates were scaled from a topographic map and have
 FQ0503.an estimated accuracy of +/- 6 seconds.
 FQ0503
 FQ0503.The orthometric height was determined by differential leveling
 FQ0503.and adjusted in June 1991.
 FQ0503
 FQ0503.The geoid height was determined by GEOID03.
 FQ0503
 FQ0503.The dynamic height is computed by dividing the NAVD 88
 FQ0503.geopotential number by the normal gravity value computed on the
 FQ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0503.degrees latitude (g = 980.6199 gals.).
 FQ0503
 FQ0503.The modeled gravity was interpolated from observed gravity values.
 FQ0503
 FQ0503;                    North         East    Units  Estimated Accuracy
 FQ0503;SPC AZ C     -   531,870.      255,620.      MT  (+/- 180 meters Scaled)
 FQ0503
 FQ0503                          SUPERSEDED SURVEY CONTROL
 FQ0503
 FQ0503.No superseded survey control is available for this station.
 FQ0503
 FQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE594613(NAD 83)
 FQ0503_MARKER: DB = BENCH MARK DISK
 FQ0503_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0503_SP_SET: ROCK OUTCROP
 FQ0503_STAMPING: H 510 1983
 FQ0503_MARK LOGO: NGS   
 FQ0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0503+STABILITY: POSITION/ELEVATION WELL
 FQ0503
 FQ0503  HISTORY     - Date     Condition        Report By
 FQ0503  HISTORY     - 1983     MONUMENTED       NGS
 FQ0503
 FQ0503                          STATION DESCRIPTION
 FQ0503
 FQ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0503'9.8 KM (6.1 MI) SOUTH FROM CAMERON.
 FQ0503'9.8 KM (6.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0503'CAMERON, IN TOP OF A RED SANDSTONE OUTCROP FLUSH WITH THE TOP OF A LOW
 FQ0503'CUT, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 461, 22.8 METERS (75 FT) WEST
 FQ0503'OF THE HIGHWAY CENTERLINE, 28.0 METERS (92 FT) NORTH OF THE NORTH END
 FQ0503'OF A HEADWALL, 21.3 METERS (70 FT) SOUTHEAST OF RIGHT OF WAY MARKER PT
 FQ0503'2126+87.89, 10.9 METERS (36 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0503'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0503'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0495 ***********************************************************************
 FQ0495  DESIGNATION -  H 511
 FQ0495  PID         -  FQ0495
 FQ0495  STATE/COUNTY-  AZ/COCONINO
 FQ0495  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0495
 FQ0495                         *CURRENT SURVEY CONTROL
 FQ0495  ___________________________________________________________________
 FQ0495* NAD 83(1986)-  35 43 04.     (N)    111 29 16.     (W)     SCALED    
 FQ0495* NAVD 88     -      1555.597  (meters)    5103.65   (feet)  ADJUSTED  
 FQ0495  ___________________________________________________________________
 FQ0495  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0495  DYNAMIC HT  -        1553.588 (meters)    5097.06  (feet)  COMP
 FQ0495  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 FQ0495
 FQ0495  VERT ORDER  -  FIRST     CLASS II
 FQ0495
 FQ0495.The horizontal coordinates were scaled from a topographic map and have
 FQ0495.an estimated accuracy of +/- 6 seconds.
 FQ0495
 FQ0495.The orthometric height was determined by differential leveling
 FQ0495.and adjusted in June 1991.
 FQ0495
 FQ0495.The geoid height was determined by GEOID03.
 FQ0495
 FQ0495.The dynamic height is computed by dividing the NAVD 88
 FQ0495.geopotential number by the normal gravity value computed on the
 FQ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0495.degrees latitude (g = 980.6199 gals.).
 FQ0495
 FQ0495.The modeled gravity was interpolated from observed gravity values.
 FQ0495
 FQ0495;                    North         East    Units  Estimated Accuracy
 FQ0495;SPC AZ C     -   523,290.      252,160.      MT  (+/- 180 meters Scaled)
 FQ0495
 FQ0495                          SUPERSEDED SURVEY CONTROL
 FQ0495
 FQ0495.No superseded survey control is available for this station.
 FQ0495
 FQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE558527(NAD 83)
 FQ0495_MARKER: DB = BENCH MARK DISK
 FQ0495_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0495_SP_SET: ROCK OUTCROP
 FQ0495_STAMPING: H 511 1983
 FQ0495_MARK LOGO: NGS   
 FQ0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0495+STABILITY: POSITION/ELEVATION WELL
 FQ0495
 FQ0495  HISTORY     - Date     Condition        Report By
 FQ0495  HISTORY     - 1983     MONUMENTED       NGS
 FQ0495
 FQ0495                          STATION DESCRIPTION
 FQ0495
 FQ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0495'19.0 KM (11.8 MI) SOUTH FROM CAMERON.
 FQ0495'19.0 KM (11.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0495'CAMERON, IN TOP OF A SANDSTONE OUTCROP AT THE NORTH END OF A TURN OUT
 FQ0495'AREA, 18.2 METERS (60 FT) WEST OF THE HIGHWAY CENTERLINE, 51.8 METERS
 FQ0495'(170 FT) SOUTHWEST OF MILEPOST 455, 45.7 METERS (150 FT) NORTH OF THE
 FQ0495'EXTENDED CENTER OF A ROAD LEADING EAST, 6.4 METERS (21 FT) EAST OF THE
 FQ0495'RIGHT OF WAY FENCE.
 FQ0495'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0495'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0428 ***********************************************************************
 GP0428  DESIGNATION -  H 512
 GP0428  PID         -  GP0428
 GP0428  STATE/COUNTY-  AZ/NAVAJO
 GP0428  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0428
 GP0428                         *CURRENT SURVEY CONTROL
 GP0428  ___________________________________________________________________
 GP0428* NAD 83(1986)-  36 27 39.     (N)    110 41 32.     (W)     SCALED    
 GP0428* NAVD 88     -      1871.632  (meters)    6140.51   (feet)  ADJUSTED  
 GP0428  ___________________________________________________________________
 GP0428  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GP0428  DYNAMIC HT  -        1869.262 (meters)    6132.74  (feet)  COMP
 GP0428  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 GP0428
 GP0428  VERT ORDER  -  FIRST     CLASS II
 GP0428
 GP0428.The horizontal coordinates were scaled from a topographic map and have
 GP0428.an estimated accuracy of +/- 6 seconds.
 GP0428
 GP0428.The orthometric height was determined by differential leveling
 GP0428.and adjusted in June 1991.
 GP0428
 GP0428.The geoid height was determined by GEOID03.
 GP0428
 GP0428.The dynamic height is computed by dividing the NAVD 88
 GP0428.geopotential number by the normal gravity value computed on the
 GP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0428.degrees latitude (g = 980.6199 gals.).
 GP0428
 GP0428.The modeled gravity was interpolated from observed gravity values.
 GP0428
 GP0428;                    North         East    Units  Estimated Accuracy
 GP0428;SPC AZ E     -   605,770.      166,260.      MT  (+/- 180 meters Scaled)
 GP0428
 GP0428                          SUPERSEDED SURVEY CONTROL
 GP0428
 GP0428.No superseded survey control is available for this station.
 GP0428
 GP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF275351(NAD 83)
 GP0428_MARKER: I = METAL ROD
 GP0428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0428_SP_SET: STAINLESS STEEL ROD
 GP0428_STAMPING: H 512 1983
 GP0428_MARK LOGO: NGS   
 GP0428_PROJECTION: FLUSH
 GP0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0428_ROD/PIPE-DEPTH: 4.9  meters
 GP0428
 GP0428  HISTORY     - Date     Condition        Report By
 GP0428  HISTORY     - 1983     MONUMENTED       NGS
 GP0428
 GP0428                          STATION DESCRIPTION
 GP0428
 GP0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0428'50.9 KM (31.6 MI) SW FROM KAYENTA.
 GP0428'50.9 KM (31.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0428'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.6 KM (0.35 MI) SOUTHWEST
 GP0428'OF MILEPOST 362, 29.9 METERS (98.1 FT) SOUTHEAST OF THE CENTERLINE OF
 GP0428'THE HIGHWAY, 21.6 METERS (70.9 FT) EAST OF THE NORTHEAST POST OF A
 GP0428'HIGHWAY SIGN (KAYENTA-TUBA CITY), AND 13.3 METERS (43.6 FT) NORTHEAST
 GP0428'OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 98.  NOTE=ACCESS TO THE
 GP0428'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0428'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0428'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0403 ***********************************************************************
 GP0403  DESIGNATION -  H 513
 GP0403  PID         -  GP0403
 GP0403  STATE/COUNTY-  AZ/NAVAJO
 GP0403  USGS QUAD   -  KAYENTA WEST (1968)
 GP0403
 GP0403                         *CURRENT SURVEY CONTROL
 GP0403  ___________________________________________________________________
 GP0403* NAD 83(1986)-  36 42 14.     (N)    110 16 12.     (W)     SCALED    
 GP0403* NAVD 88     -      1761.056  (meters)    5777.73   (feet)  ADJUSTED  
 GP0403  ___________________________________________________________________
 GP0403  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GP0403  DYNAMIC HT  -        1758.912 (meters)    5770.70  (feet)  COMP
 GP0403  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 GP0403
 GP0403  VERT ORDER  -  FIRST     CLASS II
 GP0403
 GP0403.The horizontal coordinates were scaled from a topographic map and have
 GP0403.an estimated accuracy of +/- 6 seconds.
 GP0403
 GP0403.The orthometric height was determined by differential leveling
 GP0403.and adjusted in June 1991.
 GP0403
 GP0403.The geoid height was determined by GEOID03.
 GP0403
 GP0403.The dynamic height is computed by dividing the NAVD 88
 GP0403.geopotential number by the normal gravity value computed on the
 GP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0403.degrees latitude (g = 980.6199 gals.).
 GP0403
 GP0403.The modeled gravity was interpolated from observed gravity values.
 GP0403
 GP0403;                    North         East    Units  Estimated Accuracy
 GP0403;SPC AZ E     -   632,620.      204,130.      MT  (+/- 180 meters Scaled)
 GP0403
 GP0403                          SUPERSEDED SURVEY CONTROL
 GP0403
 GP0403.No superseded survey control is available for this station.
 GP0403
 GP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF652622(NAD 83)
 GP0403_MARKER: I = METAL ROD
 GP0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0403_SP_SET: STAINLESS STEEL ROD
 GP0403_STAMPING: H 513 1983
 GP0403_MARK LOGO: NGS   
 GP0403_PROJECTION: FLUSH
 GP0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0403_ROD/PIPE-DEPTH: 7.3  meters
 GP0403
 GP0403  HISTORY     - Date     Condition        Report By
 GP0403  HISTORY     - 1983     MONUMENTED       NGS
 GP0403
 GP0403                          STATION DESCRIPTION
 GP0403
 GP0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0403'2.0 KM (1.25 MI) SW FROM KAYENTA.
 GP0403'2.0 KM (1.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0403'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.4 KM (0.25 MI) NORTHEAST
 GP0403'OF MILEPOST 392, 64.3 METERS (211.0 FT) NORTHEAST OF A FENCE CORNER,
 GP0403'61.3 METERS (201.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0403'9.1 METERS (29.9 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH.
 GP0403'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0403'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0403'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2500 ***********************************************************************
 CZ2500  DESIGNATION -  H 516
 CZ2500  PID         -  CZ2500
 CZ2500  STATE/COUNTY-  AZ/PINAL
 CZ2500  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2500
 CZ2500                         *CURRENT SURVEY CONTROL
 CZ2500  ___________________________________________________________________
 CZ2500* NAD 83(1986)-  32 38 46.     (N)    111 36 14.     (W)     SCALED    
 CZ2500* NAVD 88     -       488.453  (meters)    1602.53   (feet)  ADJUSTED  
 CZ2500  ___________________________________________________________________
 CZ2500  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2500  DYNAMIC HT  -         487.830 (meters)    1600.49  (feet)  COMP
 CZ2500  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 CZ2500
 CZ2500  VERT ORDER  -  FIRST     CLASS II
 CZ2500
 CZ2500.The horizontal coordinates were scaled from a topographic map and have
 CZ2500.an estimated accuracy of +/- 6 seconds.
 CZ2500
 CZ2500.The orthometric height was determined by differential leveling
 CZ2500.and adjusted in November 1993.
 CZ2500
 CZ2500.The geoid height was determined by GEOID03.
 CZ2500
 CZ2500.The dynamic height is computed by dividing the NAVD 88
 CZ2500.geopotential number by the normal gravity value computed on the
 CZ2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2500.degrees latitude (g = 980.6199 gals.).
 CZ2500
 CZ2500.The modeled gravity was interpolated from observed gravity values.
 CZ2500
 CZ2500;                    North         East    Units  Estimated Accuracy
 CZ2500;SPC AZ C     -   182,550.      242,700.      MT  (+/- 180 meters Scaled)
 CZ2500
 CZ2500                          SUPERSEDED SURVEY CONTROL
 CZ2500
 CZ2500.No superseded survey control is available for this station.
 CZ2500
 CZ2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB433122(NAD 83)
 CZ2500_MARKER: I = METAL ROD
 CZ2500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2500_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2500_STAMPING: H 516 1991
 CZ2500_MARK LOGO: NGS   
 CZ2500_PROJECTION: FLUSH
 CZ2500_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2500+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2500_ROD/PIPE-DEPTH: 6.3  meters
 CZ2500_SLEEVE-DEPTH  : 0.9 meters
 CZ2500
 CZ2500  HISTORY     - Date     Condition        Report By
 CZ2500  HISTORY     - 1991     MONUMENTED       NGS
 CZ2500
 CZ2500                          STATION DESCRIPTION
 CZ2500
 CZ2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2500'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2500'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2500'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ2500'4.9 KM (3.05 MI) WESTERLY ALONG PRETZER ROAD, 85.6 M (280.8 FT) WEST
 CZ2500'OF THE CENTER OF A GRAVELED ROAD, 14.4 M (47.2 FT) SOUTH OF AND LEVEL
 CZ2500'WITH THE ROAD CENTER, 1.4 M (4.6 FT) EAST OF A UTILITY POLE, AND 0.4
 CZ2500'M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 CZ2500'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2300 ***********************************************************************
 DU2300  DESIGNATION -  H 517
 DU2300  PID         -  DU2300
 DU2300  STATE/COUNTY-  AZ/MARICOPA
 DU2300  USGS QUAD   -  HIGLEY (1981)
 DU2300
 DU2300                         *CURRENT SURVEY CONTROL
 DU2300  ___________________________________________________________________
 DU2300* NAD 83(1986)-  33 21 54.     (N)    111 40 14.     (W)     SCALED    
 DU2300* NAVD 88     -       415.356  (meters)    1362.71   (feet)  ADJUSTED  
 DU2300  ___________________________________________________________________
 DU2300  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2300  DYNAMIC HT  -         414.857 (meters)    1361.08  (feet)  COMP
 DU2300  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DU2300
 DU2300  VERT ORDER  -  FIRST     CLASS II
 DU2300
 DU2300.The horizontal coordinates were scaled from a topographic map and have
 DU2300.an estimated accuracy of +/- 6 seconds.
 DU2300
 DU2300.The orthometric height was determined by differential leveling
 DU2300.and adjusted in November 1993.
 DU2300
 DU2300.The geoid height was determined by GEOID03.
 DU2300
 DU2300.The dynamic height is computed by dividing the NAVD 88
 DU2300.geopotential number by the normal gravity value computed on the
 DU2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2300.degrees latitude (g = 980.6199 gals.).
 DU2300
 DU2300.The modeled gravity was interpolated from observed gravity values.
 DU2300
 DU2300;                    North         East    Units  Estimated Accuracy
 DU2300;SPC AZ C     -   262,260.      236,260.      MT  (+/- 180 meters Scaled)
 DU2300
 DU2300                          SUPERSEDED SURVEY CONTROL
 DU2300
 DU2300.No superseded survey control is available for this station.
 DU2300
 DU2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB376919(NAD 83)
 DU2300_MARKER: DV = VERTICAL CONTROL DISK
 DU2300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2300_SP_SET: HEADWALL
 DU2300_STAMPING: H 517 1992
 DU2300_MARK LOGO: NGS   
 DU2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2300+STABILITY: SURFACE MOTION
 DU2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2300+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2300
 DU2300  HISTORY     - Date     Condition        Report By
 DU2300  HISTORY     - 1992     MONUMENTED       NGS
 DU2300  HISTORY     - 20060913 MARK NOT FOUND   GEOCAC
 DU2300
 DU2300                          STATION DESCRIPTION
 DU2300
 DU2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2300'9.8 KM (6.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2300'IN QUEEN CREEK, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG WARNER ROAD,
 DU2300'THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG SOSSAMAN ROAD, IN TOP OF AND
 DU2300'0.9 M (3.0 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 DU2300'OF A BRIDGE SPANNING A CANAL, 17.2 M (56.4 FT) NORTH OF THE EXTENDED
 DU2300'CENTER OF GUADALUPE ROAD, 12.7 M (41.7 FT) EAST OF THE ROAD
 DU2300'CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 DU2300
 DU2300                          STATION RECOVERY (2006)
 DU2300
 DU2300'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2300'THE ROADS HAVE BEEN WIDENED, AND THE BRIDGE RECONSTRUCTED. ASSUMED
 DU2300'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2324 ***********************************************************************
 DU2324  DESIGNATION -  H 518
 DU2324  PID         -  DU2324
 DU2324  STATE/COUNTY-  AZ/MARICOPA
 DU2324  USGS QUAD   -  MESA (1982)
 DU2324
 DU2324                         *CURRENT SURVEY CONTROL
 DU2324  ___________________________________________________________________
 DU2324* NAD 83(1986)-  33 24 56.     (N)    111 50 02.     (W)     SCALED    
 DU2324* NAVD 88     -       379.610  (meters)    1245.44   (feet)  ADJUSTED  
 DU2324  ___________________________________________________________________
 DU2324  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2324  DYNAMIC HT  -         379.162 (meters)    1243.97  (feet)  COMP
 DU2324  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 DU2324
 DU2324  VERT ORDER  -  FIRST     CLASS II
 DU2324
 DU2324.The horizontal coordinates were scaled from a topographic map and have
 DU2324.an estimated accuracy of +/- 6 seconds.
 DU2324
 DU2324.The orthometric height was determined by differential leveling
 DU2324.and adjusted in November 1993.
 DU2324
 DU2324.The geoid height was determined by GEOID03.
 DU2324
 DU2324.The dynamic height is computed by dividing the NAVD 88
 DU2324.geopotential number by the normal gravity value computed on the
 DU2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2324.degrees latitude (g = 980.6199 gals.).
 DU2324
 DU2324.The modeled gravity was interpolated from observed gravity values.
 DU2324
 DU2324;                    North         East    Units  Estimated Accuracy
 DU2324;SPC AZ C     -   267,840.      221,060.      MT  (+/- 180 meters Scaled)
 DU2324
 DU2324                          SUPERSEDED SURVEY CONTROL
 DU2324
 DU2324.No superseded survey control is available for this station.
 DU2324
 DU2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224976(NAD 83)
 DU2324_MARKER: DV = VERTICAL CONTROL DISK
 DU2324_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2324_SP_SET: BUILDING
 DU2324_STAMPING: H 518 1992
 DU2324_MARK LOGO: NGS   
 DU2324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2324+STABILITY: POSITION/ELEVATION WELL
 DU2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2324+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 DU2324
 DU2324  HISTORY     - Date     Condition        Report By
 DU2324  HISTORY     - 1992     MONUMENTED       NGS
 DU2324  HISTORY     - 19940426 GOOD             NGS
 DU2324  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU2324  HISTORY     - 20070920 MARK NOT FOUND   GEOCAC
 DU2324
 DU2324                          STATION DESCRIPTION
 DU2324
 DU2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2324'0.6 KM (0.35 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2324'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, SET
 DU2324'VERTICALLY IN THE NORTH FACE OF THE VALLEY NATIONAL BANK MESA MAIN
 DU2324'BRANCH, 47.5 M (155.8 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 5.4
 DU2324'M (17.7 FT) EAST OF THE EAST CURB OF NORTH MACDONALD STREET, 1.4 M
 DU2324'(4.6 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) EAST OF THE
 DU2324'NORTHEAST CORNER OF THE BUILDING.
 DU2324
 DU2324                          STATION RECOVERY (1994)
 DU2324
 DU2324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU2324'IN MESA, SET VERTICALLY IN THE NORTH FACE OF THE VALLEY NATIONAL BANK
 DU2324'(BANK ONE) BUILDING AT 13 NORTH MACDONALD STREET (BUILDING IS ALSO AT
 DU2324'66 WEST MAIN STREET), 5.4 M (17.7 FT) EAST OF THE EAST CURB OF
 DU2324'MACDONALD STREET, 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE, AND 0.3 M
 DU2324'(1.0 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 DU2324
 DU2324                          STATION RECOVERY (2005)
 DU2324
 DU2324'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2324'THE VALLEY NATIONAL BANK (BANK ONE) BUILDING IS NOW THE US BANK
 DU2324'BUILDING AND ITS LOCATION IS NOW ONE MACDONALD CENTER. THE FACADE ON
 DU2324'THE BOTTOM OF THE BUILDING HAS BEEN OVERLAID WITH MARBLE, WHICH NOW
 DU2324'COMPLETELY COVERS THE MARK.
 DU2324
 DU2324                          STATION RECOVERY (2007)
 DU2324
 DU2324'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2324'THE MARK IS LIKELY STILL IN PLACE UNDER A MARBLE VENEER, BUT IS
 DU2324'CURRENTLY UNAVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2297 ***********************************************************************
 DV2297  DESIGNATION -  H 519
 DV2297  PID         -  DV2297
 DV2297  STATE/COUNTY-  AZ/MARICOPA
 DV2297  USGS QUAD   -  PHOENIX (1982)
 DV2297
 DV2297                         *CURRENT SURVEY CONTROL
 DV2297  ___________________________________________________________________
 DV2297* NAD 83(1986)-  33 25 44.     (N)    112 04 58.     (W)     SCALED    
 DV2297* NAVD 88     -       328.067  (meters)    1076.33   (feet)  ADJUSTED  
 DV2297  ___________________________________________________________________
 DV2297  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV2297  DYNAMIC HT  -         327.689 (meters)    1075.09  (feet)  COMP
 DV2297  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV2297
 DV2297  VERT ORDER  -  FIRST     CLASS II
 DV2297
 DV2297.The horizontal coordinates were scaled from a topographic map and have
 DV2297.an estimated accuracy of +/- 6 seconds.
 DV2297
 DV2297.The orthometric height was determined by differential leveling
 DV2297.and adjusted in November 1993.
 DV2297
 DV2297.The geoid height was determined by GEOID03.
 DV2297
 DV2297.The dynamic height is computed by dividing the NAVD 88
 DV2297.geopotential number by the normal gravity value computed on the
 DV2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2297.degrees latitude (g = 980.6199 gals.).
 DV2297
 DV2297.The modeled gravity was interpolated from observed gravity values.
 DV2297
 DV2297;                    North         East    Units  Estimated Accuracy
 DV2297;SPC AZ C     -   269,330.      197,910.      MT  (+/- 180 meters Scaled)
 DV2297
 DV2297                          SUPERSEDED SURVEY CONTROL
 DV2297
 DV2297.No superseded survey control is available for this station.
 DV2297
 DV2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB993993(NAD 83)
 DV2297_MARKER: DV = VERTICAL CONTROL DISK
 DV2297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2297_SP_SET: ABUTMENT
 DV2297_STAMPING: H 519 1992
 DV2297_MARK LOGO: NGS   
 DV2297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2297+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2297
 DV2297  HISTORY     - Date     Condition        Report By
 DV2297  HISTORY     - 1992     MONUMENTED       NGS
 DV2297  HISTORY     - 20060810 GOOD             GEOCAC
 DV2297
 DV2297                          STATION DESCRIPTION
 DV2297
 DV2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2297'IN PHOENIX, AT THE INTERSECTION OF SOUTH 7TH AVENUE AND INTERSTATE
 DV2297'HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE WEST CONCRETE
 DV2297'ABUTMENT OF THE HIGHWAY OVERPASS OF THE AVENUE, 8.5 M (27.9 FT) WEST
 DV2297'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, AND 1.5 M
 DV2297'(4.9 FT) ABOVE THE GROUND SURFACE.
 DV2297
 DV2297                          STATION RECOVERY (2006)
 DV2297
 DV2297'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0042 ***********************************************************************
 GQ0042  DESIGNATION -  H 52
 GQ0042  PID         -  GQ0042
 GQ0042  STATE/COUNTY-  AZ/COCONINO
 GQ0042  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0042
 GQ0042                         *CURRENT SURVEY CONTROL
 GQ0042  ___________________________________________________________________
 GQ0042* NAD 83(1986)-  36 54 52.     (N)    112 25 33.     (W)     SCALED    
 GQ0042* NAVD 88     -      1474.918  (meters)    4838.96   (feet)  POSTED    
 GQ0042  ___________________________________________________________________
 GQ0042  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 GQ0042  DYNAMIC HT  -        1473.230 (meters)    4833.42  (feet)  COMP
 GQ0042  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 GQ0042
 GQ0042  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0042
 GQ0042.The horizontal coordinates were scaled from a topographic map and have
 GQ0042.an estimated accuracy of +/- 6 seconds.
 GQ0042
 GQ0042.The orthometric height was determined by differential leveling
 GQ0042.and adjusted by the  in 1992.
 GQ0042.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0042.rate of 0.0 thru 1.0 mm/km.
 GQ0042
 GQ0042.The geoid height was determined by GEOID03.
 GQ0042
 GQ0042.The dynamic height is computed by dividing the NAVD 88
 GQ0042.geopotential number by the normal gravity value computed on the
 GQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0042.degrees latitude (g = 980.6199 gals.).
 GQ0042
 GQ0042.The modeled gravity was interpolated from observed gravity values.
 GQ0042
 GQ0042;                    North         East    Units  Estimated Accuracy
 GQ0042;SPC AZ C     -   656,100.      167,990.      MT  (+/- 180 meters Scaled)
 GQ0042
 GQ0042                          SUPERSEDED SURVEY CONTROL
 GQ0042
 GQ0042  NGVD 29 (??/??/92) 1473.983  (m)         4835.89   (f) ADJ UNCH    1 2
 GQ0042
 GQ0042.Superseded values are not recommended for survey control.
 GQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0042.See file dsdata.txt to determine how the superseded data were derived.
 GQ0042
 GQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF729863(NAD 83)
 GQ0042_MARKER: DB = BENCH MARK DISK
 GQ0042_SETTING: 80 = SET IN A BOULDER
 GQ0042_SP_SET: BOULDER
 GQ0042_STAMPING: H 52 1934
 GQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0042+STABILITY: SURFACE MOTION
 GQ0042
 GQ0042  HISTORY     - Date     Condition        Report By
 GQ0042  HISTORY     - 1934     MONUMENTED       CGS
 GQ0042  HISTORY     - 1954     GOOD             USGS
 GQ0042  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0042
 GQ0042                          STATION DESCRIPTION
 GQ0042
 GQ0042'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GQ0042'6.5 MI E FROM FREDONIA.
 GQ0042'6.9 MILES SOUTHEAST ALONG US ROUTE 89 FROM FREDONIA COURTHOUSE, 805
 GQ0042'FEET SOUTHEAST OF MILE POST 603 28.9 FEET SOUTH OF CENTERLINE OF
 GQ0042'HIGHWAY, 50 FEET NORTH OF OLD HIGHWAY.  SET IN 2 X 4 FOOT BOULDER
 GQ0042'ABOUT 2 FEET LOWER THAN HIGHWAY.
 GQ0042
 GQ0042                          STATION RECOVERY (1966)
 GQ0042
 GQ0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2322 ***********************************************************************
 DV2322  DESIGNATION -  H 520
 DV2322  PID         -  DV2322
 DV2322  STATE/COUNTY-  AZ/MARICOPA
 DV2322  USGS QUAD   -  PERRYVILLE (1982)
 DV2322
 DV2322                         *CURRENT SURVEY CONTROL
 DV2322  ___________________________________________________________________
 DV2322* NAD 83(1986)-  33 22 38.     (N)    112 28 24.     (W)     SCALED    
 DV2322* NAVD 88     -       268.524  (meters)     880.98   (feet)  ADJUSTED  
 DV2322  ___________________________________________________________________
 DV2322  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DV2322  DYNAMIC HT  -         268.218 (meters)     879.98  (feet)  COMP
 DV2322  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 DV2322
 DV2322  VERT ORDER  -  FIRST     CLASS II
 DV2322
 DV2322.The horizontal coordinates were scaled from a topographic map and have
 DV2322.an estimated accuracy of +/- 6 seconds.
 DV2322
 DV2322.The orthometric height was determined by differential leveling
 DV2322.and adjusted in November 1993.
 DV2322
 DV2322.The geoid height was determined by GEOID03.
 DV2322
 DV2322.The dynamic height is computed by dividing the NAVD 88
 DV2322.geopotential number by the normal gravity value computed on the
 DV2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2322.degrees latitude (g = 980.6199 gals.).
 DV2322
 DV2322.The modeled gravity was interpolated from observed gravity values.
 DV2322
 DV2322;                    North         East    Units  Estimated Accuracy
 DV2322;SPC AZ C     -   263,720.      161,570.      MT  (+/- 180 meters Scaled)
 DV2322
 DV2322                          SUPERSEDED SURVEY CONTROL
 DV2322
 DV2322.No superseded survey control is available for this station.
 DV2322
 DV2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB629940(NAD 83)
 DV2322_MARKER: I = METAL ROD
 DV2322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2322_SP_SET: STAINLESS STEEL ROD
 DV2322_STAMPING: H 520 1992
 DV2322_MARK LOGO: NGS   
 DV2322_PROJECTION: FLUSH
 DV2322_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2322+STABILITY: POSITION/ELEVATION WELL
 DV2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2322+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002
 DV2322_ROD/PIPE-DEPTH: 11.2 meters
 DV2322
 DV2322  HISTORY     - Date     Condition        Report By
 DV2322  HISTORY     - 1992     MONUMENTED       NGS
 DV2322  HISTORY     - 20021204 GOOD             MCDOT
 DV2322  HISTORY     - 20061011 POOR             GEOCAC
 DV2322
 DV2322                          STATION DESCRIPTION
 DV2322
 DV2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2322'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2322'BUCKEYE, THENCE 10.7 KM (6.65 MI) EASTERLY ALONG COUNTY ROAD 85, 10.0
 DV2322'M (32.8 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 7.0 M (23.0
 DV2322'FT) EAST OF THE CENTER OF A DRIVEWAY, 0.9 M (3.0 FT) EAST OF UTILITY
 DV2322'POLE NUMBER 27P-1 WITH A GUY CABLE, AND 0.4 M (1.3 FT) WEST OF A
 DV2322'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DV2322'LOGO CAP.
 DV2322
 DV2322                          STATION RECOVERY (2002)
 DV2322
 DV2322'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV2322'OBSERVED WITH RTK USING THE MCDOT GDACS VERTICAL ADJUSTMENT. AGREED
 DV2322'WITH PUBLISHED ELEVATION BY -0.042 FEET. OUR OBSERVED ELEVATION WAS
 DV2322'880.938 FEET. THE GRS80 LAT=33 22 38.727320 AND LONG=-112 28 25.01022.
 DV2322' 
 DV2322
 DV2322                          STATION RECOVERY (2006)
 DV2322
 DV2322'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2322'THE WITNESS POST WAS FOUND IN PLACE, BUT THE LOGO CAP AND PVC COLLAR
 DV2322'WERE LYING NEARBY, COMPLETELY UPROOTED. NO EVIDENCE OF THE SS ROD WAS
 DV2322'FOUND IN THE REMAINING HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2340 ***********************************************************************
 DV2340  DESIGNATION -  H 521
 DV2340  PID         -  DV2340
 DV2340  STATE/COUNTY-  AZ/MARICOPA
 DV2340  USGS QUAD   -  LAVEEN (1973)
 DV2340
 DV2340                         *CURRENT SURVEY CONTROL
 DV2340  ___________________________________________________________________
 DV2340* NAD 83(1986)-  33 17 07.     (N)    112 10 10.     (W)     SCALED    
 DV2340* NAVD 88     -       312.532  (meters)    1025.37   (feet)  ADJUSTED  
 DV2340  ___________________________________________________________________
 DV2340  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV2340  DYNAMIC HT  -         312.174 (meters)    1024.19  (feet)  COMP
 DV2340  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 DV2340
 DV2340  VERT ORDER  -  FIRST     CLASS II
 DV2340
 DV2340.The horizontal coordinates were scaled from a topographic map and have
 DV2340.an estimated accuracy of +/- 6 seconds.
 DV2340
 DV2340.The orthometric height was determined by differential leveling
 DV2340.and adjusted in August 1994.
 DV2340
 DV2340.The geoid height was determined by GEOID03.
 DV2340
 DV2340.The dynamic height is computed by dividing the NAVD 88
 DV2340.geopotential number by the normal gravity value computed on the
 DV2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2340.degrees latitude (g = 980.6199 gals.).
 DV2340
 DV2340.The modeled gravity was interpolated from observed gravity values.
 DV2340
 DV2340;                    North         East    Units  Estimated Accuracy
 DV2340;SPC AZ C     -   253,420.      189,820.      MT  (+/- 180 meters Scaled)
 DV2340
 DV2340                          SUPERSEDED SURVEY CONTROL
 DV2340
 DV2340.No superseded survey control is available for this station.
 DV2340
 DV2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911835(NAD 83)
 DV2340_MARKER: I = METAL ROD
 DV2340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2340_SP_SET: STAINLESS STEEL ROD
 DV2340_STAMPING: H 521 1994
 DV2340_MARK LOGO: NGS   
 DV2340_PROJECTION: FLUSH
 DV2340_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2340+STABILITY: POSITION/ELEVATION WELL
 DV2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2340+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2340_ROD/PIPE-DEPTH: 15.1 meters
 DV2340
 DV2340  HISTORY     - Date     Condition        Report By
 DV2340  HISTORY     - 1994     MONUMENTED       NGS
 DV2340  HISTORY     - 20060821 GOOD             GEOCAC
 DV2340
 DV2340                          STATION DESCRIPTION
 DV2340
 DV2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2340'8.5 KM (5.30 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2340'LAVEEN, 80.8 M (265.1 FT) SOUTH OF THE CENTER OF VATHO ROAD, 19.8 M
 DV2340'(65.0 FT) WEST OF THE AVENUE CENTERLINE, 7.6 M (24.9 FT) SOUTH OF THE
 DV2340'SOUTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A PUMPING STATION,
 DV2340'1.4 M (4.6 FT) SOUTH OF A UTILITY POLE WITH 2 GUY CABLES AND 2
 DV2340'TRANSFORMERS, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.4 M
 DV2340'(1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 DV2340'THROUGH A 5-INCH LOGO CAP.
 DV2340
 DV2340                          STATION RECOVERY (2006)
 DV2340
 DV2340'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2371 ***********************************************************************
 DU2371  DESIGNATION -  H 522
 DU2371  PID         -  DU2371
 DU2371  STATE/COUNTY-  AZ/MARICOPA
 DU2371  USGS QUAD   -  CHANDLER (1981)
 DU2371
 DU2371                         *CURRENT SURVEY CONTROL
 DU2371  ___________________________________________________________________
 DU2371* NAD 83(1986)-  33 19 01.     (N)    111 50 27.     (W)     SCALED    
 DU2371* NAVD 88     -       370.084  (meters)    1214.18   (feet)  ADJUSTED  
 DU2371  ___________________________________________________________________
 DU2371  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU2371  DYNAMIC HT  -         369.644 (meters)    1212.74  (feet)  COMP
 DU2371  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 DU2371
 DU2371  VERT ORDER  -  FIRST     CLASS II
 DU2371
 DU2371.The horizontal coordinates were scaled from a topographic map and have
 DU2371.an estimated accuracy of +/- 6 seconds.
 DU2371
 DU2371.The orthometric height was determined by differential leveling
 DU2371.and adjusted in August 1994.
 DU2371
 DU2371.The geoid height was determined by GEOID03.
 DU2371
 DU2371.The dynamic height is computed by dividing the NAVD 88
 DU2371.geopotential number by the normal gravity value computed on the
 DU2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2371.degrees latitude (g = 980.6199 gals.).
 DU2371
 DU2371.The modeled gravity was interpolated from observed gravity values.
 DU2371
 DU2371;                    North         East    Units  Estimated Accuracy
 DU2371;SPC AZ C     -   256,900.      220,420.      MT  (+/- 180 meters Scaled)
 DU2371
 DU2371                          SUPERSEDED SURVEY CONTROL
 DU2371
 DU2371.No superseded survey control is available for this station.
 DU2371
 DU2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB217867(NAD 83)
 DU2371_MARKER: I = METAL ROD
 DU2371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2371_SP_SET: STAINLESS STEEL ROD
 DU2371_STAMPING: H 522 1994
 DU2371_MARK LOGO: NGS   
 DU2371_PROJECTION: FLUSH
 DU2371_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2371+STABILITY: POSITION/ELEVATION WELL
 DU2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2371+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 DU2371_ROD/PIPE-DEPTH: 6.0  meters
 DU2371
 DU2371  HISTORY     - Date     Condition        Report By
 DU2371  HISTORY     - 1994     MONUMENTED       NGS
 DU2371  HISTORY     - 20051118 GOOD             GEOCAC
 DU2371
 DU2371                          STATION DESCRIPTION
 DU2371
 DU2371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2371'IN CHANDLER, AT THE INTERSECTION OF ARIZONA AVENUE AND EAST IVANHOE
 DU2371'STREET, 60.5 M (198.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 DU2371'LANES OF THE AVENUE, 7.6 M (24.9 FT) NORTH OF AND LEVEL WITH THE
 DU2371'STREET CENTERLINE, 0.6 M (2.0 FT) EAST OF THE SOUTHWEST CORNER OF A
 DU2371'CHAIN-LINK FENCE ENCLOSING THE VALLEY MOBILE HOME ESTATES RV PARK,
 DU2371'AND 0.2 M (0.7 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 DU2371'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2371
 DU2371                          STATION RECOVERY (2005)
 DU2371
 DU2371'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2371'RECOVERED AS DESCRIBED EXCEPT THE RV PARK IS NOW CALLED CHANDLER
 DU2371'ESTATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0672 ***********************************************************************
 FR0672  DESIGNATION -  H 53
 FR0672  PID         -  FR0672
 FR0672  STATE/COUNTY-  AZ/MOHAVE
 FR0672  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0672
 FR0672                         *CURRENT SURVEY CONTROL
 FR0672  ___________________________________________________________________
 FR0672* NAD 83(1986)-  35 35 19.     (N)    113 54 16.     (W)     SCALED    
 FR0672* NAVD 88     -       904.458  (meters)    2967.38   (feet)  POSTED    
 FR0672  ___________________________________________________________________
 FR0672  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FR0672  DYNAMIC HT  -         903.420 (meters)    2963.97  (feet)  COMP
 FR0672  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 FR0672
 FR0672  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0672
 FR0672.The horizontal coordinates were scaled from a topographic map and have
 FR0672.an estimated accuracy of +/- 6 seconds.
 FR0672
 FR0672.The orthometric height was determined by differential leveling
 FR0672.and adjusted by the  in 1992.
 FR0672.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0672.rate of 1.1 thru 2.0 mm/km.
 FR0672
 FR0672.The geoid height was determined by GEOID03.
 FR0672
 FR0672.The dynamic height is computed by dividing the NAVD 88
 FR0672.geopotential number by the normal gravity value computed on the
 FR0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0672.degrees latitude (g = 980.6199 gals.).
 FR0672
 FR0672.The modeled gravity was interpolated from observed gravity values.
 FR0672
 FR0672;                    North         East    Units  Estimated Accuracy
 FR0672;SPC AZ W     -   508,900.      199,360.      MT  (+/- 180 meters Scaled)
 FR0672
 FR0672                          SUPERSEDED SURVEY CONTROL
 FR0672
 FR0672  NGVD 29 (??/??/92)  903.691  (m)         2964.86   (f) ADJ UNCH    1 1
 FR0672
 FR0672.Superseded values are not recommended for survey control.
 FR0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0672.See file dsdata.txt to determine how the superseded data were derived.
 FR0672
 FR0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE368422(NAD 83)
 FR0672_MARKER: DB = BENCH MARK DISK
 FR0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0672_STAMPING: H 53 1934
 FR0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0672+STABILITY: SURFACE MOTION
 FR0672
 FR0672  HISTORY     - Date     Condition        Report By
 FR0672  HISTORY     - 1934     MONUMENTED       CGS
 FR0672  HISTORY     - 1940     GOOD             NGS
 FR0672
 FR0672                          STATION DESCRIPTION
 FR0672
 FR0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0672'18.3 MI N FROM HACKBERRY.
 FR0672'18.3 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0672'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 2.3 MILES
 FR0672'SOUTHEAST OF THE INTERSECTION OF THE ROAD LEADING TO THE P. AND M.
 FR0672'MINE, 2.2 MILES NORTHWEST OF A CATTLE GUARD, 14 FEET EAST OF THE
 FR0672'CENTERLINE OF THE ROAD, AND 2.5 FEET WEST OF A WHITE WOODEN WITNESS
 FR0672'POST.  A STANDARD DISK, STAMPED H 53 1934 AND SET IN THE TOP OF A
 FR0672'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0149 ***********************************************************************
 GQ0149  DESIGNATION -  H 55
 GQ0149  PID         -  GQ0149
 GQ0149  STATE/COUNTY-  AZ/MOHAVE
 GQ0149  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0149
 GQ0149                         *CURRENT SURVEY CONTROL
 GQ0149  ___________________________________________________________________
 GQ0149* NAD 83(1986)-  36 52 21.     (N)    113 57 14.     (W)     SCALED    
 GQ0149* NAVD 88     -       595.948  (meters)    1955.21   (feet)  ADJUSTED  
 GQ0149  ___________________________________________________________________
 GQ0149  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 GQ0149  DYNAMIC HT  -         595.343 (meters)    1953.22  (feet)  COMP
 GQ0149  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 GQ0149
 GQ0149  VERT ORDER  -  FIRST     CLASS I
 GQ0149
 GQ0149.The horizontal coordinates were scaled from a topographic map and have
 GQ0149.an estimated accuracy of +/- 6 seconds.
 GQ0149
 GQ0149.The orthometric height was determined by differential leveling
 GQ0149.and adjusted in June 1991.
 GQ0149
 GQ0149.The geoid height was determined by GEOID03.
 GQ0149
 GQ0149.The dynamic height is computed by dividing the NAVD 88
 GQ0149.geopotential number by the normal gravity value computed on the
 GQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0149.degrees latitude (g = 980.6199 gals.).
 GQ0149
 GQ0149.The modeled gravity was interpolated from observed gravity values.
 GQ0149
 GQ0149;                    North         East    Units  Estimated Accuracy
 GQ0149;SPC AZ W     -   651,360.      195,180.      MT  (+/- 180 meters Scaled)
 GQ0149
 GQ0149                          SUPERSEDED SURVEY CONTROL
 GQ0149
 GQ0149  NGVD 29 (??/??/92)  595.197  (m)         1952.74   (f) ADJ UNCH    1 1
 GQ0149
 GQ0149.Superseded values are not recommended for survey control.
 GQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0149.See file dsdata.txt to determine how the superseded data were derived.
 GQ0149
 GQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF367848(NAD 83)
 GQ0149_MARKER: DB = BENCH MARK DISK
 GQ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0149_STAMPING: H 55 1934
 GQ0149_MARK LOGO: CGS   
 GQ0149_PROJECTION: PROJECTING 15 CENTIMETERS
 GQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0149+STABILITY: SURFACE MOTION
 GQ0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0149+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 GQ0149
 GQ0149  HISTORY     - Date     Condition        Report By
 GQ0149  HISTORY     - 1934     MONUMENTED       CGS
 GQ0149  HISTORY     - 1960     GOOD             NGS
 GQ0149  HISTORY     - 1979     GOOD             USGS
 GQ0149  HISTORY     - 1982     GOOD             NGS
 GQ0149  HISTORY     - 20060928 GOOD             GEOCAC
 GQ0149
 GQ0149                          STATION DESCRIPTION
 GQ0149
 GQ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0149'2.5 MI SW FROM BEAVER DAM LODGE.
 GQ0149'2.5 MILES SOUTHWEST ALONG U. S. HIGHWAY 91 FROM BEAVER DAM LODGE,
 GQ0149'MOHAVE COUNTY, 150 FEET EAST OF A CURVE IN THE HIGHWAY AT THE WEST END
 GQ0149'OF A LONG EAST-AND-WEST TANGENT, AND 3 FEET NORTH OF A 5-INCH
 GQ0149'TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND.  A
 GQ0149'STANDARD DISK, STAMPED H 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 GQ0149'PROJECTING 0.8 FOOT ABOVE GROUND.
 GQ0149
 GQ0149                          STATION RECOVERY (1979)
 GQ0149
 GQ0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0149'2.1 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0149'INTERSTATE HIGHWAY 15. 150 FEET EAST OF A CURVE IN THE OLD HIGHWAY AT
 GQ0149'THE WEST END OF A LONG EAST - WEST TANGENT, ABOUT 42 FEET SE OF THE
 GQ0149'CENTERLINE OF THE OLD HIGHWAY, 3 FEET NORTH OF A 5 INCH TRIANGULAR
 GQ0149'CONCRETE ROW POST PROJECTING 2 FEET ABOVE THE GROUND. A STANDARD USC
 GQ0149'AND GS BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 GQ0149'FOOT ABOVE GROUND AND STAMPED H 55 1934.
 GQ0149
 GQ0149                          STATION RECOVERY (1982)
 GQ0149
 GQ0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0149'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0149'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0149'MESQUITE, THENCE 13.2 KM (8.25 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0149'3.05 KM (1.9 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS
 GQ0149'BRIDGE OVER THE HIGHWAY, AT THE NORTHEAST END OF A CURVE, 13.5 METERS
 GQ0149'(44.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.5 METERS (15 FT)
 GQ0149'SOUTHWEST OF THE CENTER OF A TRACK ROAD, 0.9 METER (3 FT) NORTH OF A 5
 GQ0149'INCH CONCRETE RIGHT OF WAY POST.
 GQ0149'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 GQ0149'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GQ0149
 GQ0149                          STATION RECOVERY (2006)
 GQ0149
 GQ0149'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 GQ0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0184 ***********************************************************************
 ET0184  DESIGNATION -  H 57
 ET0184  PID         -  ET0184
 ET0184  STATE/COUNTY-  AZ/YAVAPAI
 ET0184  USGS QUAD   -  BUMBLE BEE (1969)
 ET0184
 ET0184                         *CURRENT SURVEY CONTROL
 ET0184  ___________________________________________________________________
 ET0184* NAD 83(1986)-  34 10 24.     (N)    112 09 59.     (W)     SCALED    
 ET0184* NAVD 88     -       817.21   (+/-2cm)    2681.1    (feet)  VERTCON   
 ET0184  ___________________________________________________________________
 ET0184  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 ET0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0184
 ET0184.The horizontal coordinates were scaled from a topographic map and have
 ET0184.an estimated accuracy of +/- 6 seconds.
 ET0184
 ET0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0184.The vertical order pertains to the NGVD 29 superseded value.
 ET0184
 ET0184.The geoid height was determined by GEOID03.
 ET0184
 ET0184;                    North         East    Units  Estimated Accuracy
 ET0184;SPC AZ C     -   351,910.      190,340.      MT  (+/- 180 meters Scaled)
 ET0184
 ET0184                          SUPERSEDED SURVEY CONTROL
 ET0184
 ET0184  NGVD 29 (??/??/92)  816.552  (m)         2678.97   (f) ADJ UNCH    2 0
 ET0184
 ET0184.Superseded values are not recommended for survey control.
 ET0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0184.See file dsdata.txt to determine how the superseded data were derived.
 ET0184
 ET0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC925819(NAD 83)
 ET0184_MARKER: DB = BENCH MARK DISK
 ET0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0184_STAMPING: H 57 1934
 ET0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0184+STABILITY: SURFACE MOTION
 ET0184
 ET0184  HISTORY     - Date     Condition        Report By
 ET0184  HISTORY     - 1934     MONUMENTED       CGS
 ET0184
 ET0184                          STATION DESCRIPTION
 ET0184
 ET0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0184'1.5 MI S FROM BUMBLE BEE.
 ET0184'1.5 MILES SOUTH ALONG STATE HIGHWAY 69 FROM BUMBLE BEE, YAVAPAI
 ET0184'COUNTY, AT A WIDE TURN-OUT, AT A SHARP TURN IN THE HIGHWAY, AND 20
 ET0184'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 ET0184'H 57 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 ET0184'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0718 ***********************************************************************
 DU0718  DESIGNATION -  H 58
 DU0718  PID         -  DU0718
 DU0718  STATE/COUNTY-  AZ/MARICOPA
 DU0718  USGS QUAD   -  CHANDLER (1981)
 DU0718
 DU0718                         *CURRENT SURVEY CONTROL
 DU0718  ___________________________________________________________________
 DU0718* NAD 83(1986)-  33 19 15.     (N)    111 50 14.     (W)     SCALED    
 DU0718* NAVD 88     -       370.41   (+/-2cm)    1215.3    (feet)  VERTCON   
 DU0718  ___________________________________________________________________
 DU0718  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0718
 DU0718.The horizontal coordinates were scaled from a topographic map and have
 DU0718.an estimated accuracy of +/- 6 seconds.
 DU0718
 DU0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0718.The vertical order pertains to the NGVD 29 superseded value.
 DU0718
 DU0718.The geoid height was determined by GEOID03.
 DU0718
 DU0718;                    North         East    Units  Estimated Accuracy
 DU0718;SPC AZ C     -   257,330.      220,760.      MT  (+/- 180 meters Scaled)
 DU0718
 DU0718                          SUPERSEDED SURVEY CONTROL
 DU0718
 DU0718  NGVD 29 (??/??/92)  369.872  (m)         1213.49   (f) ADJ UNCH    2 0
 DU0718
 DU0718.Superseded values are not recommended for survey control.
 DU0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0718.See file dsdata.txt to determine how the superseded data were derived.
 DU0718
 DU0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220871(NAD 83)
 DU0718_MARKER: DB = BENCH MARK DISK
 DU0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0718_STAMPING: H 58 1934
 DU0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0718+STABILITY: SURFACE MOTION
 DU0718
 DU0718  HISTORY     - Date     Condition        Report By
 DU0718  HISTORY     - 1934     MONUMENTED       CGS
 DU0718  HISTORY     - 1948     GOOD             NGS
 DU0718  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0718  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0718
 DU0718                          STATION DESCRIPTION
 DU0718
 DU0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0718'1.1 MI NW FROM CHANDLER.
 DU0718'1.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0718'STATION AT CHANDLER, 9 FEET SOUTH OF MILEPOST 928, 134 FEET NORTH OF A
 DU0718'DIRT-ROAD CROSSING, 23.1 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 DU0718'NEAR A ROW OF POLES, SET IN THE TOP OF A CONCRETE POST.
 DU0718
 DU0718                          STATION RECOVERY (1994)
 DU0718
 DU0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0718'MARK NOT FOUND.
 DU0718
 DU0718                          STATION RECOVERY (2006)
 DU0718
 DU0718'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0718'LOCATED MILE POST 928, BUT THE DIRT ROAD WAS NOT LOCATED   A MACADAM
 DU0718'ROAD WHICH IS RAY ROAD WAS LOCATED ABOUT 300 FEET SOUTH OF MILE POST
 DU0718'928.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0418 ***********************************************************************
 CZ0418  DESIGNATION -  H 59
 CZ0418  PID         -  CZ0418
 CZ0418  STATE/COUNTY-  AZ/PINAL
 CZ0418  USGS QUAD   -  CACTUS FOREST (1993)
 CZ0418
 CZ0418                         *CURRENT SURVEY CONTROL
 CZ0418  ___________________________________________________________________
 CZ0418* NAD 83(1986)-  32 58 25.     (N)    111 20 54.     (W)     SCALED    
 CZ0418* NAVD 88     -       516.04   (+/-2cm)    1693.0    (feet)  VERTCON   
 CZ0418  ___________________________________________________________________
 CZ0418  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0418
 CZ0418.The horizontal coordinates were scaled from a topographic map and have
 CZ0418.an estimated accuracy of +/- 6 seconds.
 CZ0418
 CZ0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0418.The vertical order pertains to the NGVD 29 superseded value.
 CZ0418
 CZ0418.The geoid height was determined by GEOID03.
 CZ0418
 CZ0418;                    North         East    Units  Estimated Accuracy
 CZ0418;SPC AZ C     -   218,970.      266,480.      MT  (+/- 180 meters Scaled)
 CZ0418
 CZ0418                          SUPERSEDED SURVEY CONTROL
 CZ0418
 CZ0418  NGVD 29 (??/??/92)  515.500  (m)         1691.27   (f) ADJ UNCH    2 0
 CZ0418
 CZ0418.Superseded values are not recommended for survey control.
 CZ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0418.See file dsdata.txt to determine how the superseded data were derived.
 CZ0418
 CZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB674484(NAD 83)
 CZ0418_MARKER: DB = BENCH MARK DISK
 CZ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0418_STAMPING: H 59 1934
 CZ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0418+STABILITY: SURFACE MOTION
 CZ0418
 CZ0418  HISTORY     - Date     Condition        Report By
 CZ0418  HISTORY     - 1934     MONUMENTED       CGS
 CZ0418  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0418
 CZ0418                          STATION DESCRIPTION
 CZ0418
 CZ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0418'4.8 MI S FROM FLFORENCE.
 CZ0418'4.8 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0418'FLORENCE, 250 FEET SOUTH OF A DIP IN THE HIGHWAY AND A ROCK WALL ON
 CZ0418'THE EAST SIDE OF THE HIGHWAY, AND 33 FEET WEST OF THE CENTERLINE OF
 CZ0418'THE HIGHWAY. A STANDARD DISK, STAMPED H 59 1934 AND SET IN THE TOP OF
 CZ0418'A CONCRETE POST.
 CZ0418
 CZ0418                          STATION RECOVERY (1965)
 CZ0418
 CZ0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0634 ***********************************************************************
 ET0634  DESIGNATION -  H 6
 ET0634  PID         -  ET0634
 ET0634  STATE/COUNTY-  AZ/YAVAPAI
 ET0634  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0634
 ET0634                         *CURRENT SURVEY CONTROL
 ET0634  ___________________________________________________________________
 ET0634* NAD 83(1986)-  34 30 26.     (N)    113 04 30.     (W)     SCALED    
 ET0634* NAVD 88     -       782.055  (meters)    2565.79   (feet)  POSTED    
 ET0634  ___________________________________________________________________
 ET0634  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 ET0634  DYNAMIC HT  -         781.120 (meters)    2562.72  (feet)  COMP
 ET0634  MODELED GRAV-     979,409.6   (mgal)                       NAVD 88
 ET0634
 ET0634  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0634
 ET0634.The horizontal coordinates were scaled from a topographic map and have
 ET0634.an estimated accuracy of +/- 6 seconds.
 ET0634
 ET0634.The orthometric height was determined by differential leveling
 ET0634.and adjusted in November 2005.
 ET0634.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0634.rate of 0.0 thru 1.0 mm/km.
 ET0634
 ET0634.The geoid height was determined by GEOID03.
 ET0634
 ET0634.The dynamic height is computed by dividing the NAVD 88
 ET0634.geopotential number by the normal gravity value computed on the
 ET0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0634.degrees latitude (g = 980.6199 gals.).
 ET0634
 ET0634.The modeled gravity was interpolated from observed gravity values.
 ET0634
 ET0634;                    North         East    Units  Estimated Accuracy
 ET0634;SPC AZ C     -   389,520.      107,000.      MT  (+/- 180 meters Scaled)
 ET0634
 ET0634                          SUPERSEDED SURVEY CONTROL
 ET0634
 ET0634  NGVD 29 (??/??/92)  781.344  (m)         2563.46   (f) ADJ UNCH    1 2
 ET0634
 ET0634.Superseded values are not recommended for survey control.
 ET0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0634.See file dsdata.txt to determine how the superseded data were derived.
 ET0634
 ET0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD095203(NAD 83)
 ET0634_MARKER: DD = SURVEY DISK
 ET0634_SETTING: 80 = SET IN A BOULDER
 ET0634_SP_SET: BOULDER
 ET0634_STAMPING: H 6 2564 1944
 ET0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0634+STABILITY: SURFACE MOTION
 ET0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0634+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0634
 ET0634  HISTORY     - Date     Condition        Report By
 ET0634  HISTORY     - 1944     MONUMENTED       USGS
 ET0634  HISTORY     - 1950     GOOD             NGS
 ET0634  HISTORY     - 20040404 GOOD             GEOCAC
 ET0634  HISTORY     - 20080803 GOOD             GEOCAC
 ET0634
 ET0634                          STATION DESCRIPTION
 ET0634
 ET0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0634'11.1 MI SE FROM BAGDAD.
 ET0634'11.1 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST
 ET0634'OFFICE AT BAGDAD, AT THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY THE
 ET0634'JUNCTION OF THE OLD ROAD LEADING TO HILLSIDE, IN THE TOP OF A SMALL
 ET0634'BOULDER, 135 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 79 1/2
 ET0634'FEET NORTH OF A TELEPHONE POLE, 51 1/2 FEET SOUTHWEST OF THE CENTER OF
 ET0634'THE JUNCTION, 11.6 FEET SOUTHWEST OF THE SOUTHWEST ONE OF TWO PALO
 ET0634'VERDE TREES, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND MARKED BY THE
 ET0634'WHITE PAINTED LETTERS BM.
 ET0634
 ET0634                          STATION RECOVERY (2004)
 ET0634
 ET0634'RECOVERY NOTE BY GEOCACHING 2004 (RLS)
 ET0634'RECOVERED IN GOOD CONDITION.
 ET0634
 ET0634                          STATION RECOVERY (2008)
 ET0634
 ET0634'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0634'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0634'30.434' W113 04.482'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0163 ***********************************************************************
 FQ0163  DESIGNATION -  H 6
 FQ0163  PID         -  FQ0163
 FQ0163  STATE/COUNTY-  AZ/COCONINO
 FQ0163  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0163
 FQ0163                         *CURRENT SURVEY CONTROL
 FQ0163  ___________________________________________________________________
 FQ0163* NAD 83(1986)-  35 52 42.     (N)    111 24 43.     (W)     SCALED    
 FQ0163* NAVD 88     -      1286.624  (meters)    4221.20   (feet)  ADJUSTED  
 FQ0163  ___________________________________________________________________
 FQ0163  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0163  DYNAMIC HT  -        1285.025 (meters)    4215.95  (feet)  COMP
 FQ0163  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 FQ0163
 FQ0163  VERT ORDER  -  FIRST     CLASS II
 FQ0163
 FQ0163.The horizontal coordinates were scaled from a topographic map and have
 FQ0163.an estimated accuracy of +/- 6 seconds.
 FQ0163
 FQ0163.The orthometric height was determined by differential leveling
 FQ0163.and adjusted in June 1991.
 FQ0163
 FQ0163.The geoid height was determined by GEOID03.
 FQ0163
 FQ0163.The dynamic height is computed by dividing the NAVD 88
 FQ0163.geopotential number by the normal gravity value computed on the
 FQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0163.degrees latitude (g = 980.6199 gals.).
 FQ0163
 FQ0163.The modeled gravity was interpolated from observed gravity values.
 FQ0163
 FQ0163;                    North         East    Units  Estimated Accuracy
 FQ0163;SPC AZ C     -   541,130.      258,930.      MT  (+/- 180 meters Scaled)
 FQ0163
 FQ0163                          SUPERSEDED SURVEY CONTROL
 FQ0163
 FQ0163  NGVD 29 (??/??/92) 1285.759  (m)         4218.36   (f) ADJ UNCH    1 2
 FQ0163
 FQ0163.Superseded values are not recommended for survey control.
 FQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0163.See file dsdata.txt to determine how the superseded data were derived.
 FQ0163
 FQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE628705(NAD 83)
 FQ0163_MARKER: DB = BENCH MARK DISK
 FQ0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0163_SP_SET: FOUNDATION
 FQ0163_STAMPING: ELEV 4218.361 FT H 6 1921
 FQ0163_MARK LOGO: CGS   
 FQ0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0163
 FQ0163  HISTORY     - Date     Condition        Report By
 FQ0163  HISTORY     - 1921     MONUMENTED       CGS
 FQ0163  HISTORY     - 1955     GOOD             NGS
 FQ0163  HISTORY     - 1983     GOOD             NGS
 FQ0163
 FQ0163                          STATION DESCRIPTION
 FQ0163
 FQ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0163'IN CAMERON.
 FQ0163'AT CAMERON, COCONINO COUNTY, AT THE NORTH END OF THE SUSPENSION BRIDGE
 FQ0163'OVER LITTLE COLORADO RIVER, IN THE NORTHEAST CONCRETE FOUNDATION BLOCK
 FQ0163'FOR THE EAST SUSPENSION TOWER, 7 INCHES NORTH OF THE SOUTH FACE, AND 7
 FQ0163'INCHES EAST OF THE WEST FACE.  A STANDARD DISK, STAMPED ELEV 4218.361
 FQ0163'FT H 6 1921.
 FQ0163
 FQ0163                          STATION RECOVERY (1983)
 FQ0163
 FQ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0163'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0163'0.5 KM (0.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0163'CAMERON, IN TOP OF THE NORTHEAST CORNER OF THE EAST BLOCK OF A
 FQ0163'SUSPENSION TOWER FOR THE OLD BRIDGE OVER THE LITTLE COLORADO RIVER,
 FQ0163'91.4 METERS (100 FT) WEST OF THE CENTER OF THE NEW BRIDGE.
 FQ0163'THE MARK IS 3.0 M ABOVE THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0136 ***********************************************************************
 DB0136  DESIGNATION -  H 6 G 12
 DB0136  PID         -  DB0136
 DB0136  STATE/COUNTY-  AZ/YUMA
 DB0136  USGS QUAD   -  WELLTON MESA (1982)
 DB0136
 DB0136                         *CURRENT SURVEY CONTROL
 DB0136  ___________________________________________________________________
 DB0136* NAD 83(1986)-  32 40 52.     (N)    114 02 26.     (W)     SCALED    
 DB0136* NAVD 88     -        98.737  (meters)     323.94   (feet)  ADJUSTED  
 DB0136  ___________________________________________________________________
 DB0136  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DB0136  DYNAMIC HT  -          98.624 (meters)     323.57  (feet)  COMP
 DB0136  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 DB0136
 DB0136  VERT ORDER  -  FIRST     CLASS II
 DB0136
 DB0136.The horizontal coordinates were scaled from a topographic map and have
 DB0136.an estimated accuracy of +/- 6 seconds.
 DB0136
 DB0136.The orthometric height was determined by differential leveling
 DB0136.and adjusted in June 1991.
 DB0136
 DB0136.The geoid height was determined by GEOID03.
 DB0136
 DB0136.The dynamic height is computed by dividing the NAVD 88
 DB0136.geopotential number by the normal gravity value computed on the
 DB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0136.degrees latitude (g = 980.6199 gals.).
 DB0136
 DB0136.The modeled gravity was interpolated from observed gravity values.
 DB0136
 DB0136;                    North         East    Units  Estimated Accuracy
 DB0136;SPC AZ W     -   186,430.      186,110.      MT  (+/- 180 meters Scaled)
 DB0136
 DB0136                          SUPERSEDED SURVEY CONTROL
 DB0136
 DB0136  NGVD 29 (??/??/??)   98.108  (m)          321.88   (f) ADJUSTED    1 2
 DB0136
 DB0136.Superseded values are not recommended for survey control.
 DB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0136.See file dsdata.txt to determine how the superseded data were derived.
 DB0136
 DB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS775198(NAD 83)
 DB0136_MARKER: DD = SURVEY DISK
 DB0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0136_SP_SET: BRIDGE
 DB0136_MARK LOGO: AZHD  
 DB0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0136
 DB0136  HISTORY     - Date     Condition        Report By
 DB0136  HISTORY     - UNK      MONUMENTED       AZHD
 DB0136  HISTORY     - 1952     GOOD             NGS
 DB0136  HISTORY     - 1960     GOOD             NGS
 DB0136  HISTORY     - 1981     GOOD             NGS
 DB0136  HISTORY     - 1981     GOOD             NGS
 DB0136  HISTORY     - 20090206 GOOD             GEOCAC
 DB0136
 DB0136                          STATION DESCRIPTION
 DB0136
 DB0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DB0136'5.5 MI E FROM WELLTON.
 DB0136'5.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DB0136'THE WATER TANK AT WELLTON, SET IN THE CENTER OF THE NORTH GUARD
 DB0136'RAIL OF A HIGHWAY BRIDGE OVER A WASH, 22 FEET NORTHWEST OF TWO
 DB0136'SEMAPHORES EAST BOUND NO. 7756, WEST BOUND NO. 7757, 186 FEET
 DB0136'NORTH OF RAILROAD BRIDGE NO. 775.67, 23 FEET NORTH OF THE CENTER
 DB0136'LINE OF THE HIGHWAY, 0.4 FOOT LOWER THAN THE HIGHWAY.
 DB0136
 DB0136                          STATION RECOVERY (1960)
 DB0136
 DB0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DB0136'RECOVERED IN GOOD CONDITION.
 DB0136
 DB0136                          STATION RECOVERY (1981)
 DB0136
 DB0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0136'8.6 KM (5.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0136'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0136'MILEPOLE 776, 0.2 KM (0.1 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 35E,
 DB0136'SET IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A SMALL HIGHWAY
 DB0136'BRIDGE, 7.0 M (23.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DB0136'2.0 M (6.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 2.3 M
 DB0136'(7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DB0136'NOTE-THERE IS NO STAMPING ON THE MARK.
 DB0136'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0136
 DB0136                          STATION RECOVERY (1981)
 DB0136
 DB0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0136'8.6 KM (5.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0136'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0136'MILEPOLE 776, 0.2 KM (0.1 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 35E,
 DB0136'SET IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A SMALL HIGHWAY
 DB0136'BRIDGE, 7.0 M (23.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DB0136'2.0 M (6.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 2.3 M
 DB0136'(7.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DB0136'NOTE-THERE IS NO STAMPING ON THE MARK.
 DB0136'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0136
 DB0136                          STATION RECOVERY (2009)
 DB0136
 DB0136'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0136'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0136' 
 DB0136'OF N 32 40' 52.5 W 114 02' 26.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0544 ***********************************************************************
 FS0544  DESIGNATION -  H 60
 FS0544  PID         -  FS0544
 FS0544  STATE/COUNTY-  AZ/MOHAVE
 FS0544  USGS QUAD   -  CHLORIDE (1968)
 FS0544
 FS0544                         *CURRENT SURVEY CONTROL
 FS0544  ___________________________________________________________________
 FS0544* NAD 83(1986)-  35 24 44.     (N)    114 11 57.     (W)     SCALED    
 FS0544* NAVD 88     -      1222.904  (meters)    4012.14   (feet)  ADJUSTED  
 FS0544  ___________________________________________________________________
 FS0544  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0544  DYNAMIC HT  -        1221.444 (meters)    4007.35  (feet)  COMP
 FS0544  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 FS0544
 FS0544  VERT ORDER  -  FIRST     CLASS II
 FS0544
 FS0544.The horizontal coordinates were scaled from a topographic map and have
 FS0544.an estimated accuracy of +/- 6 seconds.
 FS0544
 FS0544.The orthometric height was determined by differential leveling
 FS0544.and adjusted in June 1991.
 FS0544
 FS0544.The geoid height was determined by GEOID03.
 FS0544
 FS0544.The dynamic height is computed by dividing the NAVD 88
 FS0544.geopotential number by the normal gravity value computed on the
 FS0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0544.degrees latitude (g = 980.6199 gals.).
 FS0544
 FS0544.The modeled gravity was interpolated from observed gravity values.
 FS0544
 FS0544;                    North         East    Units  Estimated Accuracy
 FS0544;SPC AZ W     -   489,410.      172,570.      MT  (+/- 180 meters Scaled)
 FS0544
 FS0544                          SUPERSEDED SURVEY CONTROL
 FS0544
 FS0544  NGVD 29 (??/??/92) 1222.059  (m)         4009.37   (f) ADJ UNCH    1 2
 FS0544
 FS0544.Superseded values are not recommended for survey control.
 FS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0544.See file dsdata.txt to determine how the superseded data were derived.
 FS0544
 FS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV543223(NAD 83)
 FS0544_MARKER: DB = BENCH MARK DISK
 FS0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0544_STAMPING: H 60 1934
 FS0544_MARK LOGO: CGS   
 FS0544_PROJECTION: PROJECTING 8 CENTIMETERS
 FS0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0544+STABILITY: SURFACE MOTION
 FS0544
 FS0544  HISTORY     - Date     Condition        Report By
 FS0544  HISTORY     - 1934     MONUMENTED       CGS
 FS0544  HISTORY     - 1940     GOOD             NGS
 FS0544  HISTORY     - 1982     GOOD             NGS
 FS0544  HISTORY     - 1982     GOOD             NGS
 FS0544
 FS0544                          STATION DESCRIPTION
 FS0544
 FS0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0544'AT CHLORIDE.
 FS0544'AT CHLORIDE, ON THE OLD KINGMAN-CHLORIDE ROAD, 195 FEET
 FS0544'SOUTH OF THE FIRST EAST AND WEST STREET SOUTH OF SHEPS GARAGE
 FS0544'AND HOTEL, 71 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 FS0544'48 FEET EAST OF A FENCE CORNER, 17 FEET NORTHEAST OF THE NORTHEAST
 FS0544'CORNER OF THE NORTH CABIN IN A ROW OF FIVE, 4 FEET SOUTH OF A
 FS0544'FENCE, AND 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.
 FS0544'A STANDARD DISK, STAMPED H 60 1934 AND SET IN THE TOP OF A
 FS0544'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0544
 FS0544                          STATION RECOVERY (1982)
 FS0544
 FS0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0544'0.3 KM (0.2 MI) SOUTH ALONG (SECOND STREET) THE OLD HIGHWAY FROM THE
 FS0544'POST OFFICE IN CHLORIDE, MIDWAY BETWEEN PAY ROLL AND RAINBOW AVENUES,
 FS0544'71.7 METERS (235 FT) SOUTH OF THE SOUTHWEST CORNER OF A PARK, 57.5
 FS0544'METERS (189 FT) SOUTH OF THE CENTERLINE OF PAY ROLL AVENUE, 59 METERS
 FS0544'(193 FT) NORTH OF THE CENTERLINE OF RAINBOW AVENUE, 22 METERS (72 FT)
 FS0544'EAST OF THE CENTERLINE OF (SECOND STREET) THE OLD HIGHWAY, 0.2 METER
 FS0544'(1.0 FT) NORTH OF AN OLD WIRE FENCE.  NOTE--THE DISK HAS BEEN HIT WITH
 FS0544'A HAMMER THE STAMPING IS HARD TO READ, POST SOLID IN THE GROUND.
 FS0544'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FS0544'THE MARK IS 1 M ABOVE THE OLD HIGHWAY.
 FS0544
 FS0544                          STATION RECOVERY (1982)
 FS0544
 FS0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0544'0.3 KM (0.2 MI) SOUTH ALONG (SECOND STREET) THE OLD HIGHWAY FROM THE
 FS0544'POST OFFICE IN CHLORIDE, MIDWAY BETWEEN PAY ROLL AND RAINBOW AVENUES,
 FS0544'71.7 METERS (235 FT) SOUTH OF THE SOUTHWEST CORNER OF A PARK, 57.5
 FS0544'METERS (189 FT) SOUTH OF THE CENTERLINE OF PAY ROLL AVENUE, 59 METERS
 FS0544'(193 FT) NORTH OF THE CENTERLINE OF RAINBOW AVENUE, 22 METERS (72 FT)
 FS0544'EAST OF THE CENTERLINE OF (SECOND STREET) THE OLD HIGHWAY, 0.2 METER
 FS0544'(1.0 FT) NORTH OF AN OLD WIRE FENCE.  NOTE--THE DISK HAS BEEN HIT WITH
 FS0544'A HAMMER THE STAMPING IS HARD TO READ, POST SOLID IN THE GROUND.
 FS0544'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FS0544'THE MARK IS 1 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0027 ***********************************************************************
 FR0027  DESIGNATION -  H 61
 FR0027  PID         -  FR0027
 FR0027  STATE/COUNTY-  AZ/COCONINO
 FR0027  USGS QUAD   -  HOWARD HILL (1979)
 FR0027
 FR0027                         *CURRENT SURVEY CONTROL
 FR0027  ___________________________________________________________________
 FR0027* NAD 83(1986)-  35 46 35.     (N)    112 15 45.     (W)     SCALED    
 FR0027* NAVD 88     -      1768.005  (meters)    5800.53   (feet)  POSTED    
 FR0027  ___________________________________________________________________
 FR0027  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FR0027  DYNAMIC HT  -        1765.680 (meters)    5792.90  (feet)  COMP
 FR0027  MODELED GRAV-     979,258.0   (mgal)                       NAVD 88
 FR0027
 FR0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0027
 FR0027.The horizontal coordinates were scaled from a topographic map and have
 FR0027.an estimated accuracy of +/- 6 seconds.
 FR0027
 FR0027.The orthometric height was determined by differential leveling
 FR0027.and adjusted by the  in 1992.
 FR0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0027.rate of 0.0 thru 1.0 mm/km.
 FR0027
 FR0027.The geoid height was determined by GEOID03.
 FR0027
 FR0027.The dynamic height is computed by dividing the NAVD 88
 FR0027.geopotential number by the normal gravity value computed on the
 FR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0027.degrees latitude (g = 980.6199 gals.).
 FR0027
 FR0027.The modeled gravity was interpolated from observed gravity values.
 FR0027
 FR0027;                    North         East    Units  Estimated Accuracy
 FR0027;SPC AZ C     -   529,760.      182,090.      MT  (+/- 180 meters Scaled)
 FR0027
 FR0027                          SUPERSEDED SURVEY CONTROL
 FR0027
 FR0027  NGVD 29 (??/??/92) 1767.141  (m)         5797.70   (f) ADJ UNCH    2 0
 FR0027
 FR0027.Superseded values are not recommended for survey control.
 FR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0027.See file dsdata.txt to determine how the superseded data were derived.
 FR0027
 FR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE858598(NAD 83)
 FR0027_MARKER: DB = BENCH MARK DISK
 FR0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0027_SP_SET: ABUTMENT
 FR0027_STAMPING: H 61 1934
 FR0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0027+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0027
 FR0027  HISTORY     - Date     Condition        Report By
 FR0027  HISTORY     - 1934     MONUMENTED       CGS
 FR0027  HISTORY     - 20000715 GOOD             AZDT
 FR0027
 FR0027                          STATION DESCRIPTION
 FR0027
 FR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0027'25.0 MI S FROM GRAND CANYON.
 FR0027'ABOUT 25.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0027'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 9 POLES
 FR0027'SOUTH OF MILEPOST 39, AT BRIDGE 39 B, IN THE TOP OF THE SOUTH
 FR0027'ABUTMENT, AND 7 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 FR0027'DISK, STAMPED H 61 1934.
 FR0027
 FR0027                          STATION RECOVERY (2000)
 FR0027
 FR0027'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0364 ***********************************************************************
 FQ0364  DESIGNATION -  H 62
 FQ0364  PID         -  FQ0364
 FQ0364  STATE/COUNTY-  AZ/COCONINO
 FQ0364  USGS QUAD   -  GRANDVIEW POINT NE (1989)
 FQ0364
 FQ0364                         *CURRENT SURVEY CONTROL
 FQ0364  ___________________________________________________________________
 FQ0364* NAD 83(1986)-  35 58 35.     (N)    111 47 21.     (W)     SCALED    
 FQ0364* NAVD 88     -      2042.287  (meters)    6700.40   (feet)  POSTED    
 FQ0364  ___________________________________________________________________
 FQ0364  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0364  DYNAMIC HT  -        2039.550 (meters)    6691.42  (feet)  COMP
 FQ0364  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 FQ0364
 FQ0364  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0364
 FQ0364.The horizontal coordinates were scaled from a topographic map and have
 FQ0364.an estimated accuracy of +/- 6 seconds.
 FQ0364
 FQ0364.The orthometric height was determined by differential leveling
 FQ0364.and adjusted by the  in 1992.
 FQ0364.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0364.rate of 0.0 thru 1.0 mm/km.
 FQ0364
 FQ0364.The geoid height was determined by GEOID03.
 FQ0364
 FQ0364.The dynamic height is computed by dividing the NAVD 88
 FQ0364.geopotential number by the normal gravity value computed on the
 FQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0364.degrees latitude (g = 980.6199 gals.).
 FQ0364
 FQ0364.The modeled gravity was interpolated from observed gravity values.
 FQ0364
 FQ0364;                    North         East    Units  Estimated Accuracy
 FQ0364;SPC AZ C     -   551,900.      224,860.      MT  (+/- 180 meters Scaled)
 FQ0364
 FQ0364                          SUPERSEDED SURVEY CONTROL
 FQ0364
 FQ0364  NGVD 29 (??/??/92) 2041.304  (m)         6697.18   (f) ADJ UNCH    2 0
 FQ0364
 FQ0364.Superseded values are not recommended for survey control.
 FQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0364.See file dsdata.txt to determine how the superseded data were derived.
 FQ0364
 FQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE288816(NAD 83)
 FQ0364_MARKER: DB = BENCH MARK DISK
 FQ0364_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0364_SP_SET: LIMESTONE OUTCORP
 FQ0364_STAMPING: H 62 1934
 FQ0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0364+STABILITY: POSITION/ELEVATION WELL
 FQ0364
 FQ0364  HISTORY     - Date     Condition        Report By
 FQ0364  HISTORY     - 1934     MONUMENTED       CGS
 FQ0364
 FQ0364                          STATION DESCRIPTION
 FQ0364
 FQ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0364'27.7 MI W FROM CAMERON.
 FQ0364'ABOUT 27.7 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0364'COUNTY, ABOUT 100 FEET SOUTH OF A 2-FOOT GALVANIZED-IRON CULVERT, 30
 FQ0364'FEET EAST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A
 FQ0364'LIMESTONE BOULDER IN A SMALL LIMESTONE OUTCROP.  A STANDARD DISK,
 FQ0364'STAMPED H 62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0175 ***********************************************************************
 FQ0175  DESIGNATION -  H 63
 FQ0175  PID         -  FQ0175
 FQ0175  STATE/COUNTY-  AZ/COCONINO
 FQ0175  USGS QUAD   -  APPALOOSA RIDGE (1969)
 FQ0175
 FQ0175                         *CURRENT SURVEY CONTROL
 FQ0175  ___________________________________________________________________
 FQ0175* NAD 83(1992)-  35 59 37.40000(N)    111 01 00.65470(W)     ADJUSTED  
 FQ0175* NAVD 88     -      1823.830  (meters)    5983.68   (feet)  ADJUSTED  
 FQ0175  ___________________________________________________________________
 FQ0175  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 FQ0175  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0175  DYNAMIC HT  -        1821.451 (meters)    5975.88  (feet)  COMP
 FQ0175  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 FQ0175
 FQ0175  HORZ ORDER  -  SECOND
 FQ0175  VERT ORDER  -  SECOND    CLASS 0
 FQ0175
 FQ0175.The horizontal coordinates were established by classical geodetic methods
 FQ0175.and adjusted by the National Geodetic Survey in August 1993.
 FQ0175
 FQ0175.The orthometric height was determined by differential leveling
 FQ0175.and adjusted in June 1991.
 FQ0175
 FQ0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0175
 FQ0175.The geoid height was determined by GEOID03.
 FQ0175
 FQ0175.The dynamic height is computed by dividing the NAVD 88
 FQ0175.geopotential number by the normal gravity value computed on the
 FQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0175.degrees latitude (g = 980.6199 gals.).
 FQ0175
 FQ0175.The modeled gravity was interpolated from observed gravity values.
 FQ0175
 FQ0175;                    North         East     Units Scale Factor Converg.
 FQ0175;SPC AZ C     -   554,190.804   294,490.278   MT  0.99998108   +0 31 43.9
 FQ0175;SPC AZ C     - 1,818,211.30    966,175.45   iFT  0.99998108   +0 31 43.9
 FQ0175;UTM  12      - 3,983,252.288   498,481.362   MT  0.99960003   -0 00 35.6
 FQ0175
 FQ0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0175!SPC AZ C     -   0.99971744  x   0.99998108  =   0.99969852
 FQ0175!UTM  12      -   0.99971744  x   0.99960003  =   0.99931758
 FQ0175
 FQ0175                          SUPERSEDED SURVEY CONTROL
 FQ0175
 FQ0175  NAD 83(1986)-  35 59 37.40168(N)    111 01 00.65297(W) AD(       ) 2
 FQ0175  NAD 27      -  35 59 37.40900(N)    111 00 58.15000(W) AD(       ) 2
 FQ0175  NGVD 29 (??/??/92) 1822.885  (m)         5980.58   (f) ADJ UNCH    2 0
 FQ0175
 FQ0175.Superseded values are not recommended for survey control.
 FQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0175.See file dsdata.txt to determine how the superseded data were derived.
 FQ0175
 FQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE9848183252(NAD 83)
 FQ0175_MARKER: DB = BENCH MARK DISK
 FQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0175_STAMPING: H 63 1934
 FQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0175+STABILITY: SURFACE MOTION
 FQ0175
 FQ0175  HISTORY     - Date     Condition        Report By
 FQ0175  HISTORY     - 1934     MONUMENTED       CGS
 FQ0175  HISTORY     - 1955     GOOD             CGS
 FQ0175  HISTORY     - 1955     GOOD             NGS
 FQ0175
 FQ0175                          STATION DESCRIPTION
 FQ0175
 FQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0175'THE STATION ORIGINALLY WAS DESCRIBED WITH STATION COAL 1951.
 FQ0175'A COMPLETE DESCRIPTION FOLLOWS--
 FQ0175'
 FQ0175'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE SOUTHEAST OF TUBA
 FQ0175'CITY, ALONG THE TUBA CITY-ORABI HIGHWAY, ATOP A MESA ON THE
 FQ0175'SOUTH SIDE OF COAL CANYON.  IT IS APPROXIMATELY 400 FEET FROM
 FQ0175'THE CENTERLINE OF THE HIGHWAY, IN THE FORKS OF AN ABANDONED
 FQ0175'GRADED ROAD AND A TRACK ROAD, 15 FEET SOUTH OF THE CENTERLINE
 FQ0175'OF THE ABANDONED ROAD, AND 30 FEET SOUTH OF A BLUFF.
 FQ0175'
 FQ0175'TO REACH FROM THE TUBA CITY TRADING POST AND POST OFFICE IN
 FQ0175'TUBA CITY, GO EAST ALONG THE GRADED HIGHWAY FOR 1.1 MILES TO A
 FQ0175'FORK.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO A FORK.  TAKE
 FQ0175'THE LEFT FORK AND GO 17.0 MILES TO A TRACK ROAD LEFT ON THE TOP
 FQ0175'OF A MESA.  GO LEFT ON THE TRACK ROAD FOR 400 FEET TO THE STATION
 FQ0175'SITE.
 FQ0175'
 FQ0175'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED H63 1934,
 FQ0175'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, PROJECTING
 FQ0175'10 INCHES.
 FQ0175
 FQ0175                          STATION RECOVERY (1955)
 FQ0175
 FQ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0175'18.9 MI SE FROM TUBA CITY.
 FQ0175'ABOUT 18.9 MILES SOUTHEAST ALONG THE ROAD TO ORAIBI FROM TUBA CITY, AT
 FQ0175'THE TOP OF A BLUFF, ABOUT 400 FEET NORTHEAST OF THE CENTERLINE OF THE
 FQ0175'GRADED ROAD, 15 FEET SOUTH OF THE CENTERLINE OF AN ABANDONED ROAD AND
 FQ0175'30 FEET FROM THE EDGE OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0136 ***********************************************************************
 FQ0136  DESIGNATION -  H 64
 FQ0136  PID         -  FQ0136
 FQ0136  STATE/COUNTY-  AZ/NAVAJO
 FQ0136  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0136
 FQ0136                         *CURRENT SURVEY CONTROL
 FQ0136  ___________________________________________________________________
 FQ0136* NAD 83(1986)-  35 51 11.     (N)    110 32 20.     (W)     SCALED    
 FQ0136* NAVD 88     -      1894.228  (meters)    6214.65   (feet)  ADJUSTED  
 FQ0136  ___________________________________________________________________
 FQ0136  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 FQ0136  DYNAMIC HT  -        1891.746 (meters)    6206.50  (feet)  COMP
 FQ0136  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 FQ0136
 FQ0136  VERT ORDER  -  SECOND    CLASS 0
 FQ0136
 FQ0136.The horizontal coordinates were scaled from a topographic map and have
 FQ0136.an estimated accuracy of +/- 6 seconds.
 FQ0136
 FQ0136.The orthometric height was determined by differential leveling
 FQ0136.and adjusted in June 1991.
 FQ0136
 FQ0136.The geoid height was determined by GEOID03.
 FQ0136
 FQ0136.The dynamic height is computed by dividing the NAVD 88
 FQ0136.geopotential number by the normal gravity value computed on the
 FQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0136.degrees latitude (g = 980.6199 gals.).
 FQ0136
 FQ0136.The modeled gravity was interpolated from observed gravity values.
 FQ0136
 FQ0136;                    North         East    Units  Estimated Accuracy
 FQ0136;SPC AZ E     -   538,270.      179,740.      MT  (+/- 180 meters Scaled)
 FQ0136
 FQ0136                          SUPERSEDED SURVEY CONTROL
 FQ0136
 FQ0136  NGVD 29 (??/??/92) 1893.324  (m)         6211.68   (f) ADJ UNCH    2 0
 FQ0136
 FQ0136.Superseded values are not recommended for survey control.
 FQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0136.See file dsdata.txt to determine how the superseded data were derived.
 FQ0136
 FQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE416677(NAD 83)
 FQ0136_MARKER: DB = BENCH MARK DISK
 FQ0136_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0136_SP_SET: SANDSTONE OUTCROP
 FQ0136_STAMPING: H 64 1934
 FQ0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0136+STABILITY: POSITION/ELEVATION WELL
 FQ0136
 FQ0136  HISTORY     - Date     Condition        Report By
 FQ0136  HISTORY     - 1934     MONUMENTED       CGS
 FQ0136
 FQ0136                          STATION DESCRIPTION
 FQ0136
 FQ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0136'5.8 MI E FROM ORAIBI.
 FQ0136'5.8 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO COUNTY,
 FQ0136'AT THE TOP OF A MESA, AT THE INTERSECTION OF TWO ROWS OF POLES, 60
 FQ0136'FEET SOUTHWEST OF A ROW OF POLES, 34 FEET WEST OF THE CENTERLINE OF
 FQ0136'THE ROAD, AND IN THE TOP OF A WHITE SANDSTONE OUTCROP.  A STANDARD
 FQ0136'DISK, STAMPED H 64 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0514 ***********************************************************************
 DU0514  DESIGNATION -  H 67
 DU0514  PID         -  DU0514
 DU0514  STATE/COUNTY-  AZ/PINAL
 DU0514  USGS QUAD   -  NORTH BUTTE (1978)
 DU0514
 DU0514                         *CURRENT SURVEY CONTROL
 DU0514  ___________________________________________________________________
 DU0514* NAD 83(1986)-  33 05 46.     (N)    111 14 09.     (W)     SCALED    
 DU0514* NAVD 88     -       482.66   (+/-2cm)    1583.5    (feet)  VERTCON   
 DU0514  ___________________________________________________________________
 DU0514  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DU0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0514
 DU0514.The horizontal coordinates were scaled from a topographic map and have
 DU0514.an estimated accuracy of +/- 6 seconds.
 DU0514
 DU0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0514.The vertical order pertains to the NGVD 29 superseded value.
 DU0514
 DU0514.The geoid height was determined by GEOID03.
 DU0514
 DU0514;                    North         East    Units  Estimated Accuracy
 DU0514;SPC AZ C     -   232,620.      276,910.      MT  (+/- 180 meters Scaled)
 DU0514
 DU0514                          SUPERSEDED SURVEY CONTROL
 DU0514
 DU0514  NGVD 29 (??/??/92)  482.087  (m)         1581.65   (f) ADJ UNCH    2 0
 DU0514
 DU0514.Superseded values are not recommended for survey control.
 DU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0514.See file dsdata.txt to determine how the superseded data were derived.
 DU0514
 DU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB779619(NAD 83)
 DU0514_MARKER: DB = BENCH MARK DISK
 DU0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0514_STAMPING: H 67 1934
 DU0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0514+STABILITY: SURFACE MOTION
 DU0514
 DU0514  HISTORY     - Date     Condition        Report By
 DU0514  HISTORY     - 1934     MONUMENTED       CGS
 DU0514  HISTORY     - 20080502 MARK NOT FOUND   GEOCAC
 DU0514
 DU0514                          STATION DESCRIPTION
 DU0514
 DU0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0514'IN PRICE.
 DU0514'AT PRICE, PINAL COUNTY, 184 FEET EAST OF THE SOUTHERN PACIFIC CO.
 DU0514'RAILROAD STATION, 30 FEET WEST OF MILEPOST 969, AND 36 FEET SOUTH OF
 DU0514'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 67 1934 AND
 DU0514'SET IN THE TOP OF A CONCRETE POST.
 DU0514
 DU0514                          STATION RECOVERY (2008)
 DU0514
 DU0514'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0514'DID NOT FIND THE MARK. AT 30 FEET WEST OF MILEPOST 969 AND 36 FEET
 DU0514'SOUTH OF THE CENTERLINE OF THE TRACK FOUND MOUNDS OF DIRT AND
 DU0514'VEGETATION, BUT DID NOT FIND THE MARK OR POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0219 ***********************************************************************
 DT0219  DESIGNATION -  H 69
 DT0219  PID         -  DT0219
 DT0219  STATE/COUNTY-  AZ/APACHE
 DT0219  USGS QUAD   -  ALPINE (1991)
 DT0219
 DT0219                         *CURRENT SURVEY CONTROL
 DT0219  ___________________________________________________________________
 DT0219* NAD 83(1986)-  33 47 51.     (N)    109 09 17.     (W)     SCALED    
 DT0219* NAVD 88     -      2541.327  (meters)    8337.67   (feet)  ADJUSTED  
 DT0219  ___________________________________________________________________
 DT0219  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DT0219  DYNAMIC HT  -        2537.115 (meters)    8323.85  (feet)  COMP
 DT0219  MODELED GRAV-     978,886.9   (mgal)                       NAVD 88
 DT0219
 DT0219  VERT ORDER  -  SECOND    CLASS 0
 DT0219
 DT0219.The horizontal coordinates were scaled from a topographic map and have
 DT0219.an estimated accuracy of +/- 6 seconds.
 DT0219
 DT0219.The orthometric height was determined by differential leveling
 DT0219.and adjusted in June 1991.
 DT0219
 DT0219.The geoid height was determined by GEOID03.
 DT0219
 DT0219.The dynamic height is computed by dividing the NAVD 88
 DT0219.geopotential number by the normal gravity value computed on the
 DT0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0219.degrees latitude (g = 980.6199 gals.).
 DT0219
 DT0219.The modeled gravity was interpolated from observed gravity values.
 DT0219
 DT0219;                    North         East    Units  Estimated Accuracy
 DT0219;SPC AZ E     -   310,660.      307,060.      MT  (+/- 180 meters Scaled)
 DT0219
 DT0219                          SUPERSEDED SURVEY CONTROL
 DT0219
 DT0219  NGVD 29 (??/??/92) 2540.218  (m)         8334.03   (f) ADJ UNCH    2 0
 DT0219
 DT0219.Superseded values are not recommended for survey control.
 DT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0219.See file dsdata.txt to determine how the superseded data were derived.
 DT0219
 DT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC708412(NAD 83)
 DT0219_MARKER: DB = BENCH MARK DISK
 DT0219_SETTING: 66 = SET IN ROCK OUTCROP
 DT0219_SP_SET: MALPAIS ROCK
 DT0219_STAMPING: H-69 1934
 DT0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0219+STABILITY: POSITION/ELEVATION WELL
 DT0219
 DT0219  HISTORY     - Date     Condition        Report By
 DT0219  HISTORY     - 1934     MONUMENTED       CGS
 DT0219  HISTORY     - 19891002 GOOD             USPSQD
 DT0219
 DT0219                          STATION DESCRIPTION
 DT0219
 DT0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0219'4.6 MI S FROM ALPINE.
 DT0219'4.6 MI SOUTH ON STATE HWY NO.71.  58 FEET SOUTHWEST OF A 18 INCH G. I.
 DT0219'CULVERT WITH CONCRETE HEADWALLS, AND 40 FEET WEST OF THE CENTERLINE OF
 DT0219'THE HIGHWAY.
 DT0219
 DT0219                          STATION RECOVERY (1989)
 DT0219
 DT0219'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0578 ***********************************************************************
 ET0578  DESIGNATION -  H 7
 ET0578  PID         -  ET0578
 ET0578  STATE/COUNTY-  AZ/YAVAPAI
 ET0578  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0578
 ET0578                         *CURRENT SURVEY CONTROL
 ET0578  ___________________________________________________________________
 ET0578* NAD 83(1986)-  34 30 58.     (N)    113 05 15.     (W)     SCALED    
 ET0578* NAVD 88     -       787.152  (meters)    2582.51   (feet)  POSTED    
 ET0578  ___________________________________________________________________
 ET0578  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 ET0578  DYNAMIC HT  -         786.200 (meters)    2579.39  (feet)  COMP
 ET0578  MODELED GRAV-     979,399.3   (mgal)                       NAVD 88
 ET0578
 ET0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0578
 ET0578.The horizontal coordinates were scaled from a topographic map and have
 ET0578.an estimated accuracy of +/- 6 seconds.
 ET0578
 ET0578.The orthometric height was determined by differential leveling
 ET0578.and adjusted in November 2005.
 ET0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0578.rate of 0.0 thru 1.0 mm/km.
 ET0578
 ET0578.The geoid height was determined by GEOID03.
 ET0578
 ET0578.The dynamic height is computed by dividing the NAVD 88
 ET0578.geopotential number by the normal gravity value computed on the
 ET0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0578.degrees latitude (g = 980.6199 gals.).
 ET0578
 ET0578.The modeled gravity was interpolated from observed gravity values.
 ET0578
 ET0578;                    North         East    Units  Estimated Accuracy
 ET0578;SPC AZ C     -   390,520.      105,860.      MT  (+/- 180 meters Scaled)
 ET0578
 ET0578                          SUPERSEDED SURVEY CONTROL
 ET0578
 ET0578  NGVD 29 (??/??/92)  786.432  (m)         2580.15   (f) ADJ UNCH    1 2
 ET0578
 ET0578.Superseded values are not recommended for survey control.
 ET0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0578.See file dsdata.txt to determine how the superseded data were derived.
 ET0578
 ET0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD083213(NAD 83)
 ET0578_MARKER: DD = SURVEY DISK
 ET0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0578_SP_SET: BRIDGE
 ET0578_STAMPING: H 7 2581 1944
 ET0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0578
 ET0578  HISTORY     - Date     Condition        Report By
 ET0578  HISTORY     - 1944     MONUMENTED       USGS
 ET0578  HISTORY     - 1950     GOOD             NGS
 ET0578  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0578
 ET0578                          STATION DESCRIPTION
 ET0578
 ET0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0578'9.8 MI SE FROM BAGDAD.
 ET0578'9.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0578'AT BAGDAD, AT A WOODEN BRIDGE OVER IRON SPRINGS, IN THE TOP OF THE
 ET0578'SOUTHEAST CONCRETE WING WALL, 11 FEET SOUTH OF THE CENTER LINE OF THE
 ET0578'ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 ET0578
 ET0578                          STATION RECOVERY (2008)
 ET0578
 ET0578'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0578'THE WOODEN BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED BY A
 ET0578'MODERN STRUCTURE. THERE IS NO MARK IN THE DESCRIBED WINGWALL. ASSUMED
 ET0578'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0214 ***********************************************************************
 GP0214  DESIGNATION -  H 7
 GP0214  PID         -  GP0214
 GP0214  STATE/COUNTY-  AZ/COCONINO
 GP0214  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0214
 GP0214                         *CURRENT SURVEY CONTROL
 GP0214  ___________________________________________________________________
 GP0214* NAD 83(1986)-  36 43 38.     (N)    111 38 29.     (W)     SCALED    
 GP0214* NAVD 88     -      1267.053  (meters)    4156.99   (feet)  POSTED    
 GP0214  ___________________________________________________________________
 GP0214  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 GP0214  DYNAMIC HT  -        1265.570 (meters)    4152.12  (feet)  COMP
 GP0214  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 GP0214
 GP0214  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0214
 GP0214.The horizontal coordinates were scaled from a topographic map and have
 GP0214.an estimated accuracy of +/- 6 seconds.
 GP0214
 GP0214.The orthometric height was determined by differential leveling
 GP0214.and adjusted by the  in 1992.
 GP0214.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0214.rate of 2.1 thru 3.0 mm/km.
 GP0214
 GP0214.The geoid height was determined by GEOID03.
 GP0214
 GP0214.The dynamic height is computed by dividing the NAVD 88
 GP0214.geopotential number by the normal gravity value computed on the
 GP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0214.degrees latitude (g = 980.6199 gals.).
 GP0214
 GP0214.The modeled gravity was interpolated from observed gravity values.
 GP0214
 GP0214;                    North         East    Units  Estimated Accuracy
 GP0214;SPC AZ C     -   635,240.      237,950.      MT  (+/- 180 meters Scaled)
 GP0214
 GP0214                          SUPERSEDED SURVEY CONTROL
 GP0214
 GP0214  NGVD 29 (??/??/92) 1266.135  (m)         4153.98   (f) ADJ UNCH    1 2
 GP0214
 GP0214.Superseded values are not recommended for survey control.
 GP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0214.See file dsdata.txt to determine how the superseded data were derived.
 GP0214
 GP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF427648(NAD 83)
 GP0214_MARKER: DB = BENCH MARK DISK
 GP0214_SETTING: 66 = SET IN ROCK OUTCROP
 GP0214_SP_SET: ROCK OUTCROP
 GP0214_STAMPING: H 7 1921
 GP0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0214+STABILITY: POSITION/ELEVATION WELL
 GP0214
 GP0214  HISTORY     - Date     Condition        Report By
 GP0214  HISTORY     - 1921     MONUMENTED       CGS
 GP0214  HISTORY     - 1962     GOOD             NGS
 GP0214  HISTORY     - 1978     GOOD             USGS
 GP0214
 GP0214                          STATION DESCRIPTION
 GP0214
 GP0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0214'6.85 MI N FROM BITTER SPRINGS.
 GP0214'ABOUT 6.85 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON
 GP0214'SERVICE STATION AT BITTER SPRINGS.  OR ABOUT 7.85 MILES SOUTHEAST
 GP0214'ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE AND SERVICE STATION AT
 GP0214'MARBLE CANYON, 0.15 MILE SOUTH OF HIGHWAY MILEPOST 531, 116 FEET WEST
 GP0214'OF THE CENTERLINE OF THE HIGHWAY, 10.0 FEET WEST-NORTHWEST OF A METAL
 GP0214'WITNESS POST, 2.0 FEET EAST OF A ROCK CAIRN, ABOUT 3 FEET ABOVE THE
 GP0214'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP WHICH
 GP0214'PROJECTS ABOUT 1 FOOT.
 GP0214
 GP0214                          STATION RECOVERY (1978)
 GP0214
 GP0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0214'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0214'SPRINGS, 7.05 MILES N. OF ALONG ALT 89. CHEVRON STATION HAS BEEN
 GP0214'REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0319 ***********************************************************************
 DT0319  DESIGNATION -  H 70
 DT0319  PID         -  DT0319
 DT0319  STATE/COUNTY-  AZ/GREENLEE
 DT0319  USGS QUAD   -  ROSE PEAK (1967)
 DT0319
 DT0319                         *CURRENT SURVEY CONTROL
 DT0319  ___________________________________________________________________
 DT0319* NAD 83(1986)-  33 27 46.     (N)    109 22 05.     (W)     SCALED    
 DT0319* NAVD 88     -      2407.000  (meters)    7896.97   (feet)  ADJUSTED  
 DT0319  ___________________________________________________________________
 DT0319  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DT0319  DYNAMIC HT  -        2403.065 (meters)    7884.06  (feet)  COMP
 DT0319  MODELED GRAV-     978,914.5   (mgal)                       NAVD 88
 DT0319
 DT0319  VERT ORDER  -  SECOND    CLASS 0
 DT0319
 DT0319.The horizontal coordinates were scaled from a topographic map and have
 DT0319.an estimated accuracy of +/- 6 seconds.
 DT0319
 DT0319.The orthometric height was determined by differential leveling
 DT0319.and adjusted in June 1991.
 DT0319
 DT0319.The geoid height was determined by GEOID03.
 DT0319
 DT0319.The dynamic height is computed by dividing the NAVD 88
 DT0319.geopotential number by the normal gravity value computed on the
 DT0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0319.degrees latitude (g = 980.6199 gals.).
 DT0319
 DT0319.The modeled gravity was interpolated from observed gravity values.
 DT0319
 DT0319;                    North         East    Units  Estimated Accuracy
 DT0319;SPC AZ E     -   273,360.      287,590.      MT  (+/- 180 meters Scaled)
 DT0319
 DT0319                          SUPERSEDED SURVEY CONTROL
 DT0319
 DT0319  NGVD 29 (??/??/92) 2405.931  (m)         7893.46   (f) ADJ UNCH    2 0
 DT0319
 DT0319.Superseded values are not recommended for survey control.
 DT0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0319.See file dsdata.txt to determine how the superseded data were derived.
 DT0319
 DT0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC516037(NAD 83)
 DT0319_MARKER: DB = BENCH MARK DISK
 DT0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0319_SP_SET: CULVERT
 DT0319_STAMPING: H-70 1934
 DT0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0319
 DT0319  HISTORY     - Date     Condition        Report By
 DT0319  HISTORY     - 1934     MONUMENTED       CGS
 DT0319  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0319
 DT0319                          STATION DESCRIPTION
 DT0319
 DT0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0319'45.1 MI N FROM CLIFTON.
 DT0319'45.1 MI NORTH OF P.O. ON STATE HWY NO. 71.  ON STATE HWY NO. 71.  IN
 DT0319'THE MIDDLE OF THE UPPER ABUTMENT OF A CONCRETE CULVERT, AND 15 FEET
 DT0319'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DT0319
 DT0319                          STATION RECOVERY (1967)
 DT0319
 DT0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0080 ***********************************************************************
 FQ0080  DESIGNATION -  H 71
 FQ0080  PID         -  FQ0080
 FQ0080  STATE/COUNTY-  AZ/COCONINO
 FQ0080  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0080
 FQ0080                         *CURRENT SURVEY CONTROL
 FQ0080  ___________________________________________________________________
 FQ0080* NAD 83(1986)-  35 23 45.     (N)    110 54 10.     (W)     SCALED    
 FQ0080* NAVD 88     -      1525.118  (meters)    5003.66   (feet)  ADJUSTED  
 FQ0080  ___________________________________________________________________
 FQ0080  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0080  DYNAMIC HT  -        1523.138 (meters)    4997.16  (feet)  COMP
 FQ0080  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 FQ0080
 FQ0080  VERT ORDER  -  SECOND    CLASS 0
 FQ0080
 FQ0080.The horizontal coordinates were scaled from a topographic map and have
 FQ0080.an estimated accuracy of +/- 6 seconds.
 FQ0080
 FQ0080.The orthometric height was determined by differential leveling
 FQ0080.and adjusted in June 1991.
 FQ0080
 FQ0080.The geoid height was determined by GEOID03.
 FQ0080
 FQ0080.The dynamic height is computed by dividing the NAVD 88
 FQ0080.geopotential number by the normal gravity value computed on the
 FQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0080.degrees latitude (g = 980.6199 gals.).
 FQ0080
 FQ0080.The modeled gravity was interpolated from observed gravity values.
 FQ0080
 FQ0080;                    North         East    Units  Estimated Accuracy
 FQ0080;SPC AZ C     -   487,960.      305,460.      MT  (+/- 180 meters Scaled)
 FQ0080
 FQ0080                          SUPERSEDED SURVEY CONTROL
 FQ0080
 FQ0080  NGVD 29 (??/??/92) 1524.335  (m)         5001.09   (f) ADJ UNCH    2 0
 FQ0080
 FQ0080.Superseded values are not recommended for survey control.
 FQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0080.See file dsdata.txt to determine how the superseded data were derived.
 FQ0080
 FQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE088169(NAD 83)
 FQ0080_MARKER: DB = BENCH MARK DISK
 FQ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0080_STAMPING: H 71 1934
 FQ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0080+STABILITY: SURFACE MOTION
 FQ0080
 FQ0080  HISTORY     - Date     Condition        Report By
 FQ0080  HISTORY     - 1934     MONUMENTED       CGS
 FQ0080
 FQ0080                          STATION DESCRIPTION
 FQ0080
 FQ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0080'12.5 MI NE FROM LEUPP.
 FQ0080'12.5 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0080'COCONINO COUNTY, ABOUT 115 YARDS NORTHEAST OF A 48-INCH
 FQ0080'GALVANIZED-IRON PIPE CULVERT, ABOUT 100 FEET NORTHWEST OF AN OLD ROAD
 FQ0080'LEADING NORTHEAST, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FQ0080'HIGHWAY, AND 5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED H
 FQ0080'71 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 FQ0080'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0024 ***********************************************************************
 FQ0024  DESIGNATION -  H 72
 FQ0024  PID         -  FQ0024
 FQ0024  STATE/COUNTY-  AZ/NAVAJO
 FQ0024  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0024
 FQ0024                         *CURRENT SURVEY CONTROL
 FQ0024  ___________________________________________________________________
 FQ0024* NAD 83(1986)-  35 40 16.     (N)    110 06 19.     (W)     SCALED    
 FQ0024* NAVD 88     -      2008.465  (meters)    6589.44   (feet)  ADJUSTED  
 FQ0024  ___________________________________________________________________
 FQ0024  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 FQ0024  DYNAMIC HT  -        2005.758 (meters)    6580.56  (feet)  COMP
 FQ0024  MODELED GRAV-     979,213.1   (mgal)                       NAVD 88
 FQ0024
 FQ0024  VERT ORDER  -  SECOND    CLASS 0
 FQ0024
 FQ0024.The horizontal coordinates were scaled from a topographic map and have
 FQ0024.an estimated accuracy of +/- 6 seconds.
 FQ0024
 FQ0024.The orthometric height was determined by differential leveling
 FQ0024.and adjusted in June 1991.
 FQ0024
 FQ0024.The geoid height was determined by GEOID03.
 FQ0024
 FQ0024.The dynamic height is computed by dividing the NAVD 88
 FQ0024.geopotential number by the normal gravity value computed on the
 FQ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0024.degrees latitude (g = 980.6199 gals.).
 FQ0024
 FQ0024.The modeled gravity was interpolated from observed gravity values.
 FQ0024
 FQ0024;                    North         East    Units  Estimated Accuracy
 FQ0024;SPC AZ E     -   518,030.      218,920.      MT  (+/- 180 meters Scaled)
 FQ0024
 FQ0024                          SUPERSEDED SURVEY CONTROL
 FQ0024
 FQ0024  NGVD 29 (??/??/92) 2007.534  (m)         6586.38   (f) ADJ UNCH    2 0
 FQ0024
 FQ0024.Superseded values are not recommended for survey control.
 FQ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0024.See file dsdata.txt to determine how the superseded data were derived.
 FQ0024
 FQ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE809478(NAD 83)
 FQ0024_MARKER: DB = BENCH MARK DISK
 FQ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0024_STAMPING: H 72 1934
 FQ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0024+STABILITY: SURFACE MOTION
 FQ0024
 FQ0024  HISTORY     - Date     Condition        Report By
 FQ0024  HISTORY     - 1934     MONUMENTED       CGS
 FQ0024  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0024
 FQ0024                          STATION DESCRIPTION
 FQ0024
 FQ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0024'13.7 MI S FROM KEAMS CANYON.
 FQ0024'13.7 MILES SOUTH ALONG THE HOLBROOK ROAD FROM KEAMS CANYON, NAVAJO
 FQ0024'COUNTY, AND 30 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FQ0024'DISK, STAMPED H 72 1934 AND SET IN THE TOP OF A CONCRETE POST
 FQ0024'PROJECTING 14 INCHES ABOVE GROUND.
 FQ0024
 FQ0024                          STATION RECOVERY (1965)
 FQ0024
 FQ0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0336 ***********************************************************************
 FP0336  DESIGNATION -  H 73
 FP0336  PID         -  FP0336
 FP0336  STATE/COUNTY-  AZ/APACHE
 FP0336  USGS QUAD   -  GANADO MESA SW (1972)
 FP0336
 FP0336                         *CURRENT SURVEY CONTROL
 FP0336  ___________________________________________________________________
 FP0336* NAD 83(1986)-  35 45 50.     (N)    109 38 47.     (W)     SCALED    
 FP0336* NAVD 88     -      1931.010  (meters)    6335.32   (feet)  ADJUSTED  
 FP0336  ___________________________________________________________________
 FP0336  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FP0336  DYNAMIC HT  -        1928.448 (meters)    6326.92  (feet)  COMP
 FP0336  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 FP0336
 FP0336  VERT ORDER  -  SECOND    CLASS 0
 FP0336
 FP0336.The horizontal coordinates were scaled from a topographic map and have
 FP0336.an estimated accuracy of +/- 6 seconds.
 FP0336
 FP0336.The orthometric height was determined by differential leveling
 FP0336.and adjusted in June 1991.
 FP0336
 FP0336.The geoid height was determined by GEOID03.
 FP0336
 FP0336.The dynamic height is computed by dividing the NAVD 88
 FP0336.geopotential number by the normal gravity value computed on the
 FP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0336.degrees latitude (g = 980.6199 gals.).
 FP0336
 FP0336.The modeled gravity was interpolated from observed gravity values.
 FP0336
 FP0336;                    North         East    Units  Estimated Accuracy
 FP0336;SPC AZ E     -   528,440.      260,410.      MT  (+/- 180 meters Scaled)
 FP0336
 FP0336                          SUPERSEDED SURVEY CONTROL
 FP0336
 FP0336  NGVD 29 (??/??/92) 1930.098  (m)         6332.33   (f) ADJ UNCH    2 0
 FP0336
 FP0336.Superseded values are not recommended for survey control.
 FP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0336.See file dsdata.txt to determine how the superseded data were derived.
 FP0336
 FP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE223586(NAD 83)
 FP0336_MARKER: DB = BENCH MARK DISK
 FP0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0336_STAMPING: H 73 1934
 FP0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0336+STABILITY: SURFACE MOTION
 FP0336
 FP0336  HISTORY     - Date     Condition        Report By
 FP0336  HISTORY     - 1934     MONUMENTED       CGS
 FP0336  HISTORY     - 1972     GOOD             USGS
 FP0336
 FP0336                          STATION DESCRIPTION
 FP0336
 FP0336'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0336'7.4 MI NW FROM GANADO.
 FP0336'GANADO, 6.9 MI. WEST ALONG STATE HWY. 264 FROM SAGE MEMORIAL HOSPITAL.
 FP0336'THENCE 1580 FT. SW. ACROSS COUNTRY,.  30 FT. SW. OF A DIM TRACK RD.
 FP0336'IN A CONCRETE POST PROJECTING 0.7 FT.  A STANDARD U.S.C., G.S. TABLET
 FP0336'STAMPED H 73 1934.  NOTE-- GANADO, 7.4 MI. NW ALONG THE KEAMS CANYON
 FP0336'RD. FROM THE P. O.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0325 ***********************************************************************
 DT0325  DESIGNATION -  H 74
 DT0325  PID         -  DT0325
 DT0325  STATE/COUNTY-  AZ/GREENLEE
 DT0325  USGS QUAD   -  ROSE PEAK (1967)
 DT0325
 DT0325                         *CURRENT SURVEY CONTROL
 DT0325  ___________________________________________________________________
 DT0325* NAD 83(1986)-  33 23 45.     (N)    109 20 03.     (W)     SCALED    
 DT0325* NAVD 88     -      2160.650  (meters)    7088.73   (feet)  ADJUSTED  
 DT0325  ___________________________________________________________________
 DT0325  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0325  DYNAMIC HT  -        2157.276 (meters)    7077.66  (feet)  COMP
 DT0325  MODELED GRAV-     978,996.7   (mgal)                       NAVD 88
 DT0325
 DT0325  VERT ORDER  -  SECOND    CLASS 0
 DT0325
 DT0325.The horizontal coordinates were scaled from a topographic map and have
 DT0325.an estimated accuracy of +/- 6 seconds.
 DT0325
 DT0325.The orthometric height was determined by differential leveling
 DT0325.and adjusted in June 1991.
 DT0325
 DT0325.The geoid height was determined by GEOID03.
 DT0325
 DT0325.The dynamic height is computed by dividing the NAVD 88
 DT0325.geopotential number by the normal gravity value computed on the
 DT0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0325.degrees latitude (g = 980.6199 gals.).
 DT0325
 DT0325.The modeled gravity was interpolated from observed gravity values.
 DT0325
 DT0325;                    North         East    Units  Estimated Accuracy
 DT0325;SPC AZ E     -   265,960.      290,800.      MT  (+/- 180 meters Scaled)
 DT0325
 DT0325                          SUPERSEDED SURVEY CONTROL
 DT0325
 DT0325  NGVD 29 (??/??/92) 2159.73   (m)         7085.7    (f) COMPUTED    2 0
 DT0325
 DT0325.Superseded values are not recommended for survey control.
 DT0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0325.See file dsdata.txt to determine how the superseded data were derived.
 DT0325
 DT0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB549964(NAD 83)
 DT0325_MARKER: DB = BENCH MARK DISK
 DT0325_SETTING: 66 = SET IN ROCK OUTCROP
 DT0325_SP_SET: ROCK OUTCROP
 DT0325_STAMPING: H-74 1934
 DT0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0325+STABILITY: POSITION/ELEVATION WELL
 DT0325
 DT0325  HISTORY     - Date     Condition        Report By
 DT0325  HISTORY     - 1934     MONUMENTED       CGS
 DT0325
 DT0325                          STATION DESCRIPTION
 DT0325
 DT0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0325'35.8 MI N FROM CLIFTON.
 DT0325'35.8 MI NORTH ON STATE HWY NO. 71, FROM P.O. AT THE BOTTOM OF A HILL,
 DT0325'38 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 33 FEET SOUTH
 DT0325'OF A 18 INCH YELLOW PINE TREE WHICH HAS THE TOP BROKEN OUT.  SET IN A
 DT0325'ROCK OUTCROP ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0326 ***********************************************************************
 DT0326  DESIGNATION -  H 74 RESET
 DT0326  PID         -  DT0326
 DT0326  STATE/COUNTY-  AZ/GREENLEE
 DT0326  USGS QUAD   -  ROSE PEAK (1967)
 DT0326
 DT0326                         *CURRENT SURVEY CONTROL
 DT0326  ___________________________________________________________________
 DT0326* NAD 83(1986)-  33 23 45.     (N)    109 20 03.     (W)     SCALED    
 DT0326* NAVD 88     -      2176.476  (meters)    7140.65   (feet)  ADJUSTED  
 DT0326  ___________________________________________________________________
 DT0326  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0326  DYNAMIC HT  -        2173.078 (meters)    7129.51  (feet)  COMP
 DT0326  MODELED GRAV-     978,996.7   (mgal)                       NAVD 88
 DT0326
 DT0326  VERT ORDER  -  SECOND    CLASS 0
 DT0326
 DT0326.The horizontal coordinates were scaled from a topographic map and have
 DT0326.an estimated accuracy of +/- 6 seconds.
 DT0326
 DT0326.The orthometric height was determined by differential leveling
 DT0326.and adjusted in June 1991.
 DT0326
 DT0326.The geoid height was determined by GEOID03.
 DT0326
 DT0326.The dynamic height is computed by dividing the NAVD 88
 DT0326.geopotential number by the normal gravity value computed on the
 DT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0326.degrees latitude (g = 980.6199 gals.).
 DT0326
 DT0326.The modeled gravity was interpolated from observed gravity values.
 DT0326
 DT0326;                    North         East    Units  Estimated Accuracy
 DT0326;SPC AZ E     -   265,960.      290,800.      MT  (+/- 180 meters Scaled)
 DT0326
 DT0326                          SUPERSEDED SURVEY CONTROL
 DT0326
 DT0326  NGVD 29 (??/??/92) 2175.560  (m)         7137.65   (f) ADJ UNCH    2 0
 DT0326
 DT0326.Superseded values are not recommended for survey control.
 DT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0326.See file dsdata.txt to determine how the superseded data were derived.
 DT0326
 DT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB549964(NAD 83)
 DT0326_MARKER: DB = BENCH MARK DISK
 DT0326_SETTING: 66 = SET IN ROCK OUTCROP
 DT0326_SP_SET: ROCK OUTCROP
 DT0326_STAMPING: H 74 RESET 1939
 DT0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0326+STABILITY: POSITION/ELEVATION WELL
 DT0326
 DT0326  HISTORY     - Date     Condition        Report By
 DT0326  HISTORY     - 1939     MONUMENTED       CGS
 DT0326  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0326
 DT0326                          STATION DESCRIPTION
 DT0326
 DT0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DT0326'35.8 MI N FROM CLIFTON.
 DT0326'ALONG THE RIGHT OF WAY OF STATE HWY. NO. 81. 75 FEET EAST OF HWY.
 DT0326'SIGNBOARD, 3 FEET NORTHWEST OF LARGE OAK TREE, 45 FEET SOUTH OF
 DT0326'CENTERLINE OF ROAD AND 4 FEET ABOVE LEVEL OF ROAD.
 DT0326
 DT0326                          STATION RECOVERY (1967)
 DT0326
 DT0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0196 ***********************************************************************
 CZ0196  DESIGNATION -  H 75
 CZ0196  PID         -  CZ0196
 CZ0196  STATE/COUNTY-  AZ/PIMA
 CZ0196  USGS QUAD   -  TUCSON (1992)
 CZ0196
 CZ0196                         *CURRENT SURVEY CONTROL
 CZ0196  ___________________________________________________________________
 CZ0196* NAD 83(1986)-  32 08 31.     (N)    110 57 40.     (W)     SCALED    
 CZ0196* NAVD 88     -       770.31   (+/-2cm)    2527.3    (feet)  VERTCON   
 CZ0196  ___________________________________________________________________
 CZ0196  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ0196  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0196
 CZ0196.The horizontal coordinates were scaled from a topographic map and have
 CZ0196.an estimated accuracy of +/- 6 seconds.
 CZ0196
 CZ0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0196.The vertical order pertains to the NGVD 29 superseded value.
 CZ0196
 CZ0196.The geoid height was determined by GEOID03.
 CZ0196
 CZ0196;                    North         East    Units  Estimated Accuracy
 CZ0196;SPC AZ C     -   127,010.      303,510.      MT  (+/- 180 meters Scaled)
 CZ0196
 CZ0196                          SUPERSEDED SURVEY CONTROL
 CZ0196
 CZ0196  NGVD 29 (??/??/92)  769.664  (m)         2525.14   (f) ADJ UNCH    1 2
 CZ0196
 CZ0196.Superseded values are not recommended for survey control.
 CZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0196.See file dsdata.txt to determine how the superseded data were derived.
 CZ0196
 CZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036561(NAD 83)
 CZ0196_MARKER: DB = BENCH MARK DISK
 CZ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0196_STAMPING: H 75 1934
 CZ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0196+STABILITY: SURFACE MOTION
 CZ0196
 CZ0196  HISTORY     - Date     Condition        Report By
 CZ0196  HISTORY     - 1934     MONUMENTED       CGS
 CZ0196  HISTORY     - 1953     GOOD             NGS
 CZ0196  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0196
 CZ0196                          STATION DESCRIPTION
 CZ0196
 CZ0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0196'5.6 MI S FROM TUCSON.
 CZ0196'5.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0196'STATION AT TUCSON, ABOUT 85 YARDS NORTHEAST OF AND ACROSS U. S.
 CZ0196'HIGHWAY 89 FROM THE EMERY PARK BAPTIST CHURCH, 103 1/2 FEET SOUTHWEST
 CZ0196'OF MILEPOLE 990, 128.8 FEET WEST OF THE WEST RAIL, 35.5 FEET EAST OF
 CZ0196'THE CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTH OF A WITNESS POST,
 CZ0196'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CZ0196'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CZ0196
 CZ0196                          STATION RECOVERY (1980)
 CZ0196
 CZ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0196'HIGHWAY WIDENED AT DESCRIBED LOCATION, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0399 ***********************************************************************
 CG0399  DESIGNATION -  H 76
 CG0399  PID         -  CG0399
 CG0399  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0399  USGS QUAD   -  RIO RICO (1981)
 CG0399
 CG0399                         *CURRENT SURVEY CONTROL
 CG0399  ___________________________________________________________________
 CG0399* NAD 83(1986)-  31 29 48.     (N)    110 59 55.     (W)     SCALED    
 CG0399* NAVD 88     -      1028.62   (+/-2cm)    3374.7    (feet)  VERTCON   
 CG0399  ___________________________________________________________________
 CG0399  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0399
 CG0399.The horizontal coordinates were scaled from a topographic map and have
 CG0399.an estimated accuracy of +/- 6 seconds.
 CG0399
 CG0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0399.The vertical order pertains to the NGVD 29 superseded value.
 CG0399
 CG0399.The geoid height was determined by GEOID03.
 CG0399
 CG0399;                    North         East    Units  Estimated Accuracy
 CG0399;SPC AZ C     -    55,430.      300,570.      MT  (+/- 180 meters Scaled)
 CG0399
 CG0399                          SUPERSEDED SURVEY CONTROL
 CG0399
 CG0399  NGVD 29 (??/??/92) 1027.77   (m)         3371.9    (f) COMPUTED    2 0
 CG0399
 CG0399.Superseded values are not recommended for survey control.
 CG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0399.See file dsdata.txt to determine how the superseded data were derived.
 CG0399
 CG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV001846(NAD 83)
 CG0399_MARKER: DB = BENCH MARK DISK
 CG0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0399_STAMPING: H-76 1934
 CG0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0399+STABILITY: SURFACE MOTION
 CG0399
 CG0399  HISTORY     - Date     Condition        Report By
 CG0399  HISTORY     - 1934     MONUMENTED       CGS
 CG0399  HISTORY     - 1953     MARK NOT FOUND   NGS
 CG0399
 CG0399                          STATION DESCRIPTION
 CG0399
 CG0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0399'13.1 MI N FROM NOGALES.
 CG0399'13.1 MI. N. OF DEPOT ALONG S.P. RY. 0.5 MI. N. OF SILVA 1 1/2 POLES N.
 CG0399'OF MILE POST 1037, 250 FT. E. OF A RANCH HOUSE, 75 FT. S. OF THE
 CG0399'CENTER LINE OF ROAD THAT CROSSES THE TRACK, AND 32 FT. E. OF THE
 CG0399'CENTER LINE OF TRACK.  STANDARD DISC SET IN CONC. POST.  STAMPED H-76
 CG0399'1934.  NOTE-- ROAD EXCAVATION IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0325 ***********************************************************************
 CG0325  DESIGNATION -  H 77
 CG0325  PID         -  CG0325
 CG0325  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0325  USGS QUAD   -  ELGIN (1978)
 CG0325
 CG0325                         *CURRENT SURVEY CONTROL
 CG0325  ___________________________________________________________________
 CG0325* NAD 83(1986)-  31 40 13.     (N)    110 35 50.     (W)     SCALED    
 CG0325* NAVD 88     -      1488.31   (+/-2cm)    4882.9    (feet)  VERTCON   
 CG0325  ___________________________________________________________________
 CG0325  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CG0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0325
 CG0325.The horizontal coordinates were scaled from a topographic map and have
 CG0325.an estimated accuracy of +/- 6 seconds.
 CG0325
 CG0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0325.The vertical order pertains to the NGVD 29 superseded value.
 CG0325
 CG0325.The geoid height was determined by GEOID03.
 CG0325
 CG0325;                    North         East    Units  Estimated Accuracy
 CG0325;SPC AZ C     -    75,070.      338,480.      MT  (+/- 180 meters Scaled)
 CG0325
 CG0325                          SUPERSEDED SURVEY CONTROL
 CG0325
 CG0325  NGVD 29 (??/??/92) 1487.403  (m)         4879.92   (f) ADJ UNCH    2 0
 CG0325
 CG0325.Superseded values are not recommended for survey control.
 CG0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0325.See file dsdata.txt to determine how the superseded data were derived.
 CG0325
 CG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA381039(NAD 83)
 CG0325_MARKER: DB = BENCH MARK DISK
 CG0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0325_STAMPING: H 77 1934
 CG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0325+STABILITY: SURFACE MOTION
 CG0325
 CG0325  HISTORY     - Date     Condition        Report By
 CG0325  HISTORY     - 1934     MONUMENTED       CGS
 CG0325  HISTORY     - 19981006 MARK NOT FOUND   USPSQD
 CG0325
 CG0325                          STATION DESCRIPTION
 CG0325
 CG0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0325'3.5 MI E FROM SONOITA.
 CG0325'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM SONOITA,
 CG0325'SANTA CRUZ COUNTY, 4.5 MILES WEST OF ELGIN, 2.3 MILES WEST OF CANELO,
 CG0325'25 FEET EAST OF THE NORTHEAST END OF CULVERT 1078 B, 30 FEET NORTHEAST
 CG0325'OF THE CENTERLINE OF THE TRACK, AND 22 FEET SOUTHWEST OF A FENCE LINE.
 CG0325'A STANDARD DISK, STAMPED H 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0325'POST.
 CG0325
 CG0325                          STATION RECOVERY (1998)
 CG0325
 CG0325'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0194 ***********************************************************************
 CF0194  DESIGNATION -  H 78
 CF0194  PID         -  CF0194
 CF0194  STATE/COUNTY-  AZ/COCHISE
 CF0194  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0194
 CF0194                         *CURRENT SURVEY CONTROL
 CF0194  ___________________________________________________________________
 CF0194* NAD 83(1986)-  31 42 38.     (N)    109 47 06.     (W)     SCALED    
 CF0194* NAVD 88     -      1368.75   (+/-2cm)    4490.6    (feet)  VERTCON   
 CF0194  ___________________________________________________________________
 CF0194  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0194
 CF0194.The horizontal coordinates were scaled from a topographic map and have
 CF0194.an estimated accuracy of +/- 6 seconds.
 CF0194
 CF0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0194.The vertical order pertains to the NGVD 29 superseded value.
 CF0194
 CF0194.The geoid height was determined by GEOID03.
 CF0194
 CF0194;                    North         East    Units  Estimated Accuracy
 CF0194;SPC AZ E     -    78,840.      249,530.      MT  (+/- 180 meters Scaled)
 CF0194
 CF0194                          SUPERSEDED SURVEY CONTROL
 CF0194
 CF0194  NGVD 29 (??/??/92) 1367.902  (m)         4487.86   (f) ADJ UNCH    2 0
 CF0194
 CF0194.Superseded values are not recommended for survey control.
 CF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0194.See file dsdata.txt to determine how the superseded data were derived.
 CF0194
 CF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA151089(NAD 83)
 CF0194_MARKER: DB = BENCH MARK DISK
 CF0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0194_STAMPING: H 78 1934
 CF0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0194+STABILITY: SURFACE MOTION
 CF0194
 CF0194  HISTORY     - Date     Condition        Report By
 CF0194  HISTORY     - 1934     MONUMENTED       CGS
 CF0194
 CF0194                          STATION DESCRIPTION
 CF0194
 CF0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0194'3.3 MI E FROM GLEASON.
 CF0194'3.3 MILES EAST ALONG THE ELFRIDA ROAD FROM GLEASON, COCHISE COUNTY,
 CF0194'0.1 MILE EAST OF A CATTLEGUARD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 CF0194'ROAD, 4 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE FENCE
 CF0194'LINE.  A STANDARD DISK, STAMPED H 78 1934 AND SET IN THE TOP OF A
 CF0194'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0149 ***********************************************************************
 CG0149  DESIGNATION -  H 79
 CG0149  PID         -  CG0149
 CG0149  STATE/COUNTY-  AZ/COCHISE
 CG0149  USGS QUAD   -  TOMBSTONE SE (1982)
 CG0149
 CG0149                         *CURRENT SURVEY CONTROL
 CG0149  ___________________________________________________________________
 CG0149* NAD 83(1986)-  31 30 13.     (N)    110 07 21.     (W)     SCALED    
 CG0149* NAVD 88     -      1258.13   (+/-2cm)    4127.7    (feet)  VERTCON   
 CG0149  ___________________________________________________________________
 CG0149  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0149
 CG0149.The horizontal coordinates were scaled from a topographic map and have
 CG0149.an estimated accuracy of +/- 6 seconds.
 CG0149
 CG0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0149.The vertical order pertains to the NGVD 29 superseded value.
 CG0149
 CG0149.The geoid height was determined by GEOID03.
 CG0149
 CG0149;                    North         East    Units  Estimated Accuracy
 CG0149;SPC AZ E     -    55,830.      217,560.      MT  (+/- 180 meters Scaled)
 CG0149
 CG0149                          SUPERSEDED SURVEY CONTROL
 CG0149
 CG0149  NGVD 29 (??/??/92) 1257.286  (m)         4124.95   (f) ADJ UNCH    2 0
 CG0149
 CG0149.Superseded values are not recommended for survey control.
 CG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0149.See file dsdata.txt to determine how the superseded data were derived.
 CG0149
 CG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV833857(NAD 83)
 CG0149_MARKER: DB = BENCH MARK DISK
 CG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0149_STAMPING: H 79 1934
 CG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0149+STABILITY: SURFACE MOTION
 CG0149
 CG0149  HISTORY     - Date     Condition        Report By
 CG0149  HISTORY     - 1934     MONUMENTED       CGS
 CG0149
 CG0149                          STATION DESCRIPTION
 CG0149
 CG0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0149'5.3 MI SE FROM LEWIS SPRINGS.
 CG0149'5.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0149'STATION AT LEWIS SPRINGS, COCHISE COUNTY, 4.9 MILES NORTHWEST OF
 CG0149'HEREFORD, 2-1/2 POLES NORTH OF DOUBLE-SIGNAL BLOCK 1064.2, AT A DIRT
 CG0149'ROAD CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, 30 FEET
 CG0149'NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST OF THE FENCE. A
 CG0149'STANDARD DISK, STAMPED H 79 1934 AND SET IN THE TOP OF A CONCRETE
 CG0149'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0160 ***********************************************************************
 DB0160  DESIGNATION -  H 8
 DB0160  PID         -  DB0160
 DB0160  STATE/COUNTY-  AZ/YUMA
 DB0160  USGS QUAD   -  LIGURTA (1965)
 DB0160
 DB0160                         *CURRENT SURVEY CONTROL
 DB0160  ___________________________________________________________________
 DB0160* NAD 83(1986)-  32 42 53.     (N)    114 20 15.     (W)     SCALED    
 DB0160* NAVD 88     -        58.24   (+/-2cm)     191.1    (feet)  VERTCON   
 DB0160  ___________________________________________________________________
 DB0160  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DB0160  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0160
 DB0160.The horizontal coordinates were scaled from a topographic map and have
 DB0160.an estimated accuracy of +/- 6 seconds.
 DB0160
 DB0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0160.The vertical order pertains to the NGVD 29 superseded value.
 DB0160
 DB0160.The geoid height was determined by GEOID03.
 DB0160
 DB0160;                    North         East    Units  Estimated Accuracy
 DB0160;SPC AZ W     -   190,280.      158,280.      MT  (+/- 180 meters Scaled)
 DB0160
 DB0160                          SUPERSEDED SURVEY CONTROL
 DB0160
 DB0160  NGVD 29 (??/??/??)   57.578  (m)          188.90   (f) ADJUSTED    1 2
 DB0160
 DB0160.Superseded values are not recommended for survey control.
 DB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0160.See file dsdata.txt to determine how the superseded data were derived.
 DB0160
 DB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS495227(NAD 83)
 DB0160_MARKER: DB = BENCH MARK DISK
 DB0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0160_STAMPING: 188.904 H 8 1927
 DB0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0160+STABILITY: SURFACE MOTION
 DB0160
 DB0160  HISTORY     - Date     Condition        Report By
 DB0160  HISTORY     - 1927     MONUMENTED       CGS
 DB0160  HISTORY     - 1935     GOOD             NGS
 DB0160
 DB0160                          STATION DESCRIPTION
 DB0160
 DB0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0160'3.5 MI SE FROM DOME.
 DB0160'3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0160'FROM THE STATION AT DOME, YUMA COUNTY, 1.6 MILES SOUTHEAST OF
 DB0160'GRANITE SPUR, 8-1/3 POLES WEST OF MILEPOST 757, 12-1/2 RAILS EAST
 DB0160'OF BRIDGE 756.70, AT THE WEST END OF A CUT, 85 FEET NORTH OF THE
 DB0160'CENTERLINE OF THE NORTH TRACK, 1 FOOT OUTSIDE THE RIGHT-OF-WAY
 DB0160'FENCE, 10 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 DB0160'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0582 ***********************************************************************
 ET0582  DESIGNATION -  H 8
 ET0582  PID         -  ET0582
 ET0582  STATE/COUNTY-  AZ/YAVAPAI
 ET0582  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0582
 ET0582                         *CURRENT SURVEY CONTROL
 ET0582  ___________________________________________________________________
 ET0582* NAD 83(1986)-  34 31 30.     (N)    113 07 30.     (W)     SCALED    
 ET0582* NAVD 88     -       912.482  (meters)    2993.70   (feet)  POSTED    
 ET0582  ___________________________________________________________________
 ET0582  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 ET0582  DYNAMIC HT  -         911.360 (meters)    2990.02  (feet)  COMP
 ET0582  MODELED GRAV-     979,379.8   (mgal)                       NAVD 88
 ET0582
 ET0582  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0582
 ET0582.The horizontal coordinates were scaled from a topographic map and have
 ET0582.an estimated accuracy of +/- 6 seconds.
 ET0582
 ET0582.The orthometric height was determined by differential leveling
 ET0582.and adjusted in November 2005.
 ET0582.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0582.rate of 2.1 thru 3.0 mm/km.
 ET0582
 ET0582.The geoid height was determined by GEOID03.
 ET0582
 ET0582.The dynamic height is computed by dividing the NAVD 88
 ET0582.geopotential number by the normal gravity value computed on the
 ET0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0582.degrees latitude (g = 980.6199 gals.).
 ET0582
 ET0582.The modeled gravity was interpolated from observed gravity values.
 ET0582
 ET0582;                    North         East    Units  Estimated Accuracy
 ET0582;SPC AZ C     -   391,550.      102,430.      MT  (+/- 180 meters Scaled)
 ET0582
 ET0582                          SUPERSEDED SURVEY CONTROL
 ET0582
 ET0582  NGVD 29 (??/??/92)  911.748  (m)         2991.29   (f) ADJ UNCH    1 2
 ET0582
 ET0582.Superseded values are not recommended for survey control.
 ET0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0582.See file dsdata.txt to determine how the superseded data were derived.
 ET0582
 ET0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD049224(NAD 83)
 ET0582_MARKER: DB = BENCH MARK DISK
 ET0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0582_SP_SET: BRIDGE
 ET0582_STAMPING: H 8 2992 1944
 ET0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0582
 ET0582  HISTORY     - Date     Condition        Report By
 ET0582  HISTORY     - 1944     MONUMENTED       USGS
 ET0582  HISTORY     - 1950     GOOD             NGS
 ET0582
 ET0582                          STATION DESCRIPTION
 ET0582
 ET0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0582'7.6 MI SE FROM BAGDAD.
 ET0582'7.6 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0582'AT BAGDAD, AT A WOODEN BRIDGE OVER A DRY WASH, IN THE TOP OF THE SOUTH
 ET0582'CONCRETE WING WALL, 22.7 FEET SOUTH OF T 290, 11 1/2 FEET SOUTH OF THE
 ET0582'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0131 ***********************************************************************
 CF0131  DESIGNATION -  H 81
 CF0131  PID         -  CF0131
 CF0131  STATE/COUNTY-  AZ/COCHISE
 CF0131  USGS QUAD   -  PAUL SPUR (1957)
 CF0131
 CF0131                         *CURRENT SURVEY CONTROL
 CF0131  ___________________________________________________________________
 CF0131* NAD 83(1986)-  31 22 18.     (N)    109 44 54.     (W)     SCALED    
 CF0131* NAVD 88     -      1288.23   (+/-2cm)    4226.5    (feet)  VERTCON   
 CF0131  ___________________________________________________________________
 CF0131  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CF0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0131
 CF0131.The horizontal coordinates were scaled from a topographic map and have
 CF0131.an estimated accuracy of +/- 6 seconds.
 CF0131
 CF0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0131.The vertical order pertains to the NGVD 29 superseded value.
 CF0131
 CF0131.The geoid height was determined by GEOID03.
 CF0131
 CF0131;                    North         East    Units  Estimated Accuracy
 CF0131;SPC AZ E     -    41,280.      253,150.      MT  (+/- 180 meters Scaled)
 CF0131
 CF0131                          SUPERSEDED SURVEY CONTROL
 CF0131
 CF0131  NGVD 29 (??/??/92) 1287.410  (m)         4223.78   (f) ADJ UNCH    2 0
 CF0131
 CF0131.Superseded values are not recommended for survey control.
 CF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0131.See file dsdata.txt to determine how the superseded data were derived.
 CF0131
 CF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV190714(NAD 83)
 CF0131_MARKER: DB = BENCH MARK DISK
 CF0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0131_STAMPING: H 81 1934
 CF0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0131+STABILITY: SURFACE MOTION
 CF0131
 CF0131  HISTORY     - Date     Condition        Report By
 CF0131  HISTORY     - 1934     MONUMENTED       CGS
 CF0131
 CF0131                          STATION DESCRIPTION
 CF0131
 CF0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0131'12.0 MI W FROM DOUGLAS.
 CF0131'12.0 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0131'STATION AT DOUGLAS, COCHISE COUNTY, AT THE CROSSING OVER A WASH, 90
 CF0131'FEET EAST OF THE CENTERLINE OF THE TRACK, 75 FEET SOUTHEAST OF BRIDGE
 CF0131'1095.41, 50 FEET SOUTH OF A ROW OF POLES, 20 FEET NORTH OF A FENCE,
 CF0131'AND 12 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 81 1934
 CF0131'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0074 ***********************************************************************
 CF0074  DESIGNATION -  H 82
 CF0074  PID         -  CF0074
 CF0074  STATE/COUNTY-  AZ/COCHISE
 CF0074  USGS QUAD   -  APACHE (1987)
 CF0074
 CF0074                         *CURRENT SURVEY CONTROL
 CF0074  ___________________________________________________________________
 CF0074* NAD 83(1986)-  31 37 43.     (N)    109 12 10.     (W)     SCALED    
 CF0074* NAVD 88     -      1417.57   (+/-2cm)    4650.8    (feet)  VERTCON   
 CF0074  ___________________________________________________________________
 CF0074  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CF0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0074
 CF0074.The horizontal coordinates were scaled from a topographic map and have
 CF0074.an estimated accuracy of +/- 6 seconds.
 CF0074
 CF0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0074.The vertical order pertains to the NGVD 29 superseded value.
 CF0074
 CF0074.The geoid height was determined by GEOID03.
 CF0074
 CF0074;                    North         East    Units  Estimated Accuracy
 CF0074;SPC AZ E     -    70,090.      304,800.      MT  (+/- 180 meters Scaled)
 CF0074
 CF0074                          SUPERSEDED SURVEY CONTROL
 CF0074
 CF0074  NGVD 29 (??/??/92) 1416.690  (m)         4647.92   (f) ADJ UNCH    2 0
 CF0074
 CF0074.Superseded values are not recommended for survey control.
 CF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0074.See file dsdata.txt to determine how the superseded data were derived.
 CF0074
 CF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA704006(NAD 83)
 CF0074_MARKER: DB = BENCH MARK DISK
 CF0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0074_STAMPING: H-82 1934
 CF0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0074+STABILITY: SURFACE MOTION
 CF0074
 CF0074  HISTORY     - Date     Condition        Report By
 CF0074  HISTORY     - 1934     MONUMENTED       CGS
 CF0074  HISTORY     - 1935     GOOD             NGS
 CF0074
 CF0074                          STATION DESCRIPTION
 CF0074
 CF0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0074'6.2 MI SW FROM APACHE.
 CF0074'6.2 MI. SW. OF DEPOT ALONG THE S.P.R.R., 1 POLE S. W. OF MILE POST NO.
 CF0074'1141.  90 FT. S.E. OF THE CENTERLINE OF THE TRACK.  60 FT. N.W. OF THE
 CF0074'CENTERLINE OF U. S. HWY. NO. 80.  1 1/2 FT. N.W. OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0088 ***********************************************************************
 DA0088  DESIGNATION -  H 83
 DA0088  PID         -  DA0088
 DA0088  STATE/COUNTY-  AZ/PINAL
 DA0088  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0088
 DA0088                         *CURRENT SURVEY CONTROL
 DA0088  ___________________________________________________________________
 DA0088* NAD 83(1986)-  32 50 20.     (N)    112 07 10.     (W)     SCALED    
 DA0088* NAVD 88     -       536.84   (+/-2cm)    1761.3    (feet)  VERTCON   
 DA0088  ___________________________________________________________________
 DA0088  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0088
 DA0088.The horizontal coordinates were scaled from a topographic map and have
 DA0088.an estimated accuracy of +/- 6 seconds.
 DA0088
 DA0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0088.The vertical order pertains to the NGVD 29 superseded value.
 DA0088
 DA0088.The geoid height was determined by GEOID03.
 DA0088
 DA0088;                    North         East    Units  Estimated Accuracy
 DA0088;SPC AZ C     -   203,900.      194,380.      MT  (+/- 180 meters Scaled)
 DA0088
 DA0088                          SUPERSEDED SURVEY CONTROL
 DA0088
 DA0088  NGVD 29 (??/??/92)  536.20   (m)         1759.2    (f) COMPUTED    2 0
 DA0088
 DA0088.Superseded values are not recommended for survey control.
 DA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0088.See file dsdata.txt to determine how the superseded data were derived.
 DA0088
 DA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB952339(NAD 83)
 DA0088_MARKER: DB = BENCH MARK DISK
 DA0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0088_STAMPING: H 83 1935
 DA0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0088+STABILITY: SURFACE MOTION
 DA0088
 DA0088  HISTORY     - Date     Condition        Report By
 DA0088  HISTORY     - 1935     MONUMENTED       CGS
 DA0088  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0088
 DA0088                          STATION DESCRIPTION
 DA0088
 DA0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0088'9.7 MI W FROM STANFIELD.
 DA0088'9.7 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0088'STANFIELD, PINAL COUNTY, 0.1 MILE EAST OF THE HAMMOCK SERVICE STATION,
 DA0088'50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET EAST OF
 DA0088'THE CONCRETE FOUNDATION OF AN OLD SERVICE STATION.  A STANDARD DISK,
 DA0088'STAMPED H 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0088
 DA0088                          STATION RECOVERY (1963)
 DA0088
 DA0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1244 ***********************************************************************
 CZ1244  DESIGNATION -  H 84
 CZ1244  PID         -  CZ1244
 CZ1244  STATE/COUNTY-  AZ/PINAL
 CZ1244  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1244
 CZ1244                         *CURRENT SURVEY CONTROL
 CZ1244  ___________________________________________________________________
 CZ1244* NAD 83(1986)-  32 43 39.     (N)    111 48 08.     (W)     SCALED    
 CZ1244* NAVD 88     -       457.57   (+/-2cm)    1501.2    (feet)  VERTCON   
 CZ1244  ___________________________________________________________________
 CZ1244  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ1244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1244
 CZ1244.The horizontal coordinates were scaled from a topographic map and have
 CZ1244.an estimated accuracy of +/- 6 seconds.
 CZ1244
 CZ1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1244.The vertical order pertains to the NGVD 29 superseded value.
 CZ1244
 CZ1244.The geoid height was determined by GEOID03.
 CZ1244
 CZ1244;                    North         East    Units  Estimated Accuracy
 CZ1244;SPC AZ C     -   191,540.      224,090.      MT  (+/- 180 meters Scaled)
 CZ1244
 CZ1244                          SUPERSEDED SURVEY CONTROL
 CZ1244
 CZ1244  NGVD 29 (??/??/92)  456.971  (m)         1499.25   (f) ADJ UNCH    2 0
 CZ1244
 CZ1244.Superseded values are not recommended for survey control.
 CZ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1244.See file dsdata.txt to determine how the superseded data were derived.
 CZ1244
 CZ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB248213(NAD 83)
 CZ1244_MARKER: DB = BENCH MARK DISK
 CZ1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1244_STAMPING: H 84 1935
 CZ1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1244+STABILITY: SURFACE MOTION
 CZ1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1244+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1244
 CZ1244  HISTORY     - Date     Condition        Report By
 CZ1244  HISTORY     - 1935     MONUMENTED       CGS
 CZ1244  HISTORY     - 1952     GOOD             NGS
 CZ1244  HISTORY     - 1966     GOOD             NGS
 CZ1244  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1244
 CZ1244                          STATION DESCRIPTION
 CZ1244
 CZ1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1244'2.2 MI SW FROM CHIU CHUISCHU.
 CZ1244'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1244'OF CHIU CHUISCHU, THENCE 0.3 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1244'ROAD, THENCE 1.4 MILES SOUTHWEST ALONG THE OLD COVERED WELLS ROAD, ON
 CZ1244'THE OUTSIDE OF A CURVE, ABOUT 100 YARDS NORTHEAST OF A POINT WHERE THE
 CZ1244'ROAD PASSES UNDER A TELEPHONE LINE, 33 FEET SOUTHEAST OF THE CENTER
 CZ1244'LINE OF THE ROAD, 1 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP
 CZ1244'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND, AND LEVEL
 CZ1244'WITH THE ROAD.
 CZ1244
 CZ1244                          STATION RECOVERY (1966)
 CZ1244
 CZ1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1244'RECOVERED IN GOOD CONDITION.
 CZ1244
 CZ1244                          STATION RECOVERY (2008)
 CZ1244
 CZ1244'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1244'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1244'43.655' W111 48.174'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1245 ***********************************************************************
 CZ1245  DESIGNATION -  H 84 RM
 CZ1245  PID         -  CZ1245
 CZ1245  STATE/COUNTY-  AZ/PINAL
 CZ1245  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1245
 CZ1245                         *CURRENT SURVEY CONTROL
 CZ1245  ___________________________________________________________________
 CZ1245* NAD 83(1986)-  32 43 39.     (N)    111 48 08.     (W)     SCALED    
 CZ1245* NAVD 88     -       457.34   (+/-2cm)    1500.5    (feet)  VERTCON   
 CZ1245  ___________________________________________________________________
 CZ1245  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ1245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1245
 CZ1245.The horizontal coordinates were scaled from a topographic map and have
 CZ1245.an estimated accuracy of +/- 6 seconds.
 CZ1245
 CZ1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1245.The vertical order pertains to the NGVD 29 superseded value.
 CZ1245
 CZ1245.The geoid height was determined by GEOID03.
 CZ1245
 CZ1245;                    North         East    Units  Estimated Accuracy
 CZ1245;SPC AZ C     -   191,540.      224,090.      MT  (+/- 180 meters Scaled)
 CZ1245
 CZ1245                          SUPERSEDED SURVEY CONTROL
 CZ1245
 CZ1245  NGVD 29 (??/??/92)  456.740  (m)         1498.49   (f) ADJ UNCH    2 0
 CZ1245
 CZ1245.Superseded values are not recommended for survey control.
 CZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1245.See file dsdata.txt to determine how the superseded data were derived.
 CZ1245
 CZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB248213(NAD 83)
 CZ1245_MARKER: B = BOLT
 CZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1245+STABILITY: SURFACE MOTION
 CZ1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1245+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1245
 CZ1245  HISTORY     - Date     Condition        Report By
 CZ1245  HISTORY     - UNK      MONUMENTED       USGS
 CZ1245  HISTORY     - 1952     GOOD             NGS
 CZ1245  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1245
 CZ1245                          STATION DESCRIPTION
 CZ1245
 CZ1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1245'2.2 MI SW FROM CHIU CHUISCHU.
 CZ1245'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1245'OF CHIU CHUISCHU, THENCE 0.3 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1245'ROAD, THENCE 1.4 MILES SOUTHWEST ALONG THE OLD COVERED WELLS ROAD,
 CZ1245'ABOUT 200 YARDS SOUTHEAST OF THE NEW COVERED WELLS ROAD, 264 FEET
 CZ1245'NORTHEAST OF B.M.H 84, 44 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD
 CZ1245'COVERED WELLS ROAD, AN IRON BOLT SET IN THE TOP OF A CONCRETE POST
 CZ1245'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN
 CZ1245'THE ROAD.
 CZ1245
 CZ1245                          STATION RECOVERY (2008)
 CZ1245
 CZ1245'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1245'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1245'43.684' W111 48.135'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0255 ***********************************************************************
 DA0255  DESIGNATION -  H 85
 DA0255  PID         -  DA0255
 DA0255  STATE/COUNTY-  AZ/PIMA
 DA0255  USGS QUAD   -  GURLI PUT VO (1990)
 DA0255
 DA0255                         *CURRENT SURVEY CONTROL
 DA0255  ___________________________________________________________________
 DA0255* NAD 83(1986)-  32 10 21.     (N)    112 06 55.     (W)     SCALED    
 DA0255* NAVD 88     -       746.71   (+/-2cm)    2449.8    (feet)  VERTCON   
 DA0255  ___________________________________________________________________
 DA0255  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0255
 DA0255.The horizontal coordinates were scaled from a topographic map and have
 DA0255.an estimated accuracy of +/- 6 seconds.
 DA0255
 DA0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0255.The vertical order pertains to the NGVD 29 superseded value.
 DA0255
 DA0255.The geoid height was determined by GEOID03.
 DA0255
 DA0255;                    North         East    Units  Estimated Accuracy
 DA0255;SPC AZ C     -   130,010.      194,630.      MT  (+/- 180 meters Scaled)
 DA0255
 DA0255                          SUPERSEDED SURVEY CONTROL
 DA0255
 DA0255  NGVD 29 (??/??/92)  745.998  (m)         2447.50   (f) ADJ UNCH    2 0
 DA0255
 DA0255.Superseded values are not recommended for survey control.
 DA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0255.See file dsdata.txt to determine how the superseded data were derived.
 DA0255
 DA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA948601(NAD 83)
 DA0255_MARKER: DB = BENCH MARK DISK
 DA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0255_STAMPING: H 85 1935
 DA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0255+STABILITY: SURFACE MOTION
 DA0255
 DA0255  HISTORY     - Date     Condition        Report By
 DA0255  HISTORY     - 1935     MONUMENTED       CGS
 DA0255  HISTORY     - 1988     GOOD             USPSQD
 DA0255
 DA0255                          STATION DESCRIPTION
 DA0255
 DA0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0255'1.1 MI NE FROM COVERED WELLS.
 DA0255'1.1 MILES NORTHEAST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0255'GRAVEYARD AT COVERED WELLS, PIMA COUNTY, 300 FEET WEST OF THE CROSSING
 DA0255'OF A STEEP WASH, 110 FEET NORTH OF A TELEPHONE LINE, 40 FEET SOUTH OF
 DA0255'A LARGE CACTUS, AND 27 FEET NORTH OF THE CENTERLINE OF THE ROAD. A
 DA0255'STANDARD DISK, STAMPED H 85 1935 AND SET IN THE TOP OF A CONCRETE
 DA0255'POST.
 DA0255
 DA0255                          STATION RECOVERY (1988)
 DA0255
 DA0255'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0167 ***********************************************************************
 DA0167  DESIGNATION -  H 86
 DA0167  PID         -  DA0167
 DA0167  STATE/COUNTY-  AZ/MARICOPA
 DA0167  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0167
 DA0167                         *CURRENT SURVEY CONTROL
 DA0167  ___________________________________________________________________
 DA0167* NAD 83(1986)-  32 42 04.     (N)    112 13 15.     (W)     SCALED    
 DA0167* NAVD 88     -       607.98   (+/-2cm)    1994.7    (feet)  VERTCON   
 DA0167  ___________________________________________________________________
 DA0167  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0167
 DA0167.The horizontal coordinates were scaled from a topographic map and have
 DA0167.an estimated accuracy of +/- 6 seconds.
 DA0167
 DA0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0167.The vertical order pertains to the NGVD 29 superseded value.
 DA0167
 DA0167.The geoid height was determined by GEOID03.
 DA0167
 DA0167;                    North         East    Units  Estimated Accuracy
 DA0167;SPC AZ C     -   188,650.      184,840.      MT  (+/- 180 meters Scaled)
 DA0167
 DA0167                          SUPERSEDED SURVEY CONTROL
 DA0167
 DA0167  NGVD 29 (??/??/92)  607.310  (m)         1992.48   (f) ADJ UNCH    2 0
 DA0167
 DA0167.Superseded values are not recommended for survey control.
 DA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0167.See file dsdata.txt to determine how the superseded data were derived.
 DA0167
 DA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB855188(NAD 83)
 DA0167_MARKER: DB = BENCH MARK DISK
 DA0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0167_STAMPING: H 86 1935
 DA0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0167+STABILITY: SURFACE MOTION
 DA0167
 DA0167  HISTORY     - Date     Condition        Report By
 DA0167  HISTORY     - 1935     MONUMENTED       CGS
 DA0167  HISTORY     - 1967     MARK NOT FOUND   USGS
 DA0167
 DA0167                          STATION DESCRIPTION
 DA0167
 DA0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0167'28.2 MI E FROM GILA.
 DA0167'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0167'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 11.0 MILES SOUTH
 DA0167'ALONG A DIM TRACK ROAD.  70 YARDS EAST OF THE EAST END OF A DIRT
 DA0167'RESERVOIR, 98 FEET NORTH OF THE WEST END OF A DIRT LEVEE, 23 FEET WEST
 DA0167'OF THE CENTERLINE OF THE ROAD, 0.4 FOOT EAST OF A NORTH AND SOUTH
 DA0167'FENCE LINE, 1.6 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 DA0167'WITH THE ROAD.  A STANDARD DISK, STAMPED H 86 1935 AND SET IN THE TOP
 DA0167'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- THIS
 DA0167'BENCH MARK MAY ALSO BE REACHED BY GOING 9.3 MILES NORTHWEST ALONG A
 DA0167'TRACK ROAD FROM THE WELL AT BITTER WELL (SIF VAYA), PINAL COUNTY,
 DA0167'THENCE 0.6 MILE NORTH ALONG A FENCE LINE.
 DA0167
 DA0167                          STATION RECOVERY (1967)
 DA0167
 DA0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DA0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1143 ***********************************************************************
 CZ1143  DESIGNATION -  H 88
 CZ1143  PID         -  CZ1143
 CZ1143  STATE/COUNTY-  AZ/PINAL
 CZ1143  USGS QUAD   -  VAIVA VO (1993)
 CZ1143
 CZ1143                         *CURRENT SURVEY CONTROL
 CZ1143  ___________________________________________________________________
 CZ1143* NAD 83(1986)-  32 42 50.     (N)    111 55 27.     (W)     SCALED    
 CZ1143* NAVD 88     -       436.70   (+/-2cm)    1432.7    (feet)  VERTCON   
 CZ1143  ___________________________________________________________________
 CZ1143  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1143
 CZ1143.The horizontal coordinates were scaled from a topographic map and have
 CZ1143.an estimated accuracy of +/- 6 seconds.
 CZ1143
 CZ1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1143.The vertical order pertains to the NGVD 29 superseded value.
 CZ1143
 CZ1143.The geoid height was determined by GEOID03.
 CZ1143
 CZ1143;                    North         East    Units  Estimated Accuracy
 CZ1143;SPC AZ C     -   190,020.      212,660.      MT  (+/- 180 meters Scaled)
 CZ1143
 CZ1143                          SUPERSEDED SURVEY CONTROL
 CZ1143
 CZ1143  NGVD 29 (??/??/92)  436.091  (m)         1430.74   (f) ADJ UNCH    2 0
 CZ1143
 CZ1143.Superseded values are not recommended for survey control.
 CZ1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1143.See file dsdata.txt to determine how the superseded data were derived.
 CZ1143
 CZ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB133199(NAD 83)
 CZ1143_MARKER: DB = BENCH MARK DISK
 CZ1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1143_STAMPING: H 88 1935
 CZ1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1143+STABILITY: SURFACE MOTION
 CZ1143
 CZ1143  HISTORY     - Date     Condition        Report By
 CZ1143  HISTORY     - 1935     MONUMENTED       CGS
 CZ1143  HISTORY     - 1951     GOOD             NGS
 CZ1143
 CZ1143                          STATION DESCRIPTION
 CZ1143
 CZ1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1143'IN COCKLEBUR.
 CZ1143'AT COCKLEBUR, ABOUT MIDWAY BETWEEN THE TWO SOUTH MOST GROUPS OF INDIAN
 CZ1143'HUTS, 0.2 MILE NORTHWEST OF A WATER WELL, 225 FEET WEST OF A
 CZ1143'WIREFENCE, 20 1/2 FEET NORTHEAST OF THE CENTER OF THE MAIN TRAVELED
 CZ1143'ROAD THROUGH THE VILLAGE, 2.0 FEET SOUTH OF A WITNESS POST, AND SET IN
 CZ1143'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND
 CZ1143'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0011 ***********************************************************************
 DA0011  DESIGNATION -  H 89
 DA0011  PID         -  DA0011
 DA0011  STATE/COUNTY-  AZ/MARICOPA
 DA0011  USGS QUAD   -  CONLEY WELL (1979)
 DA0011
 DA0011                         *CURRENT SURVEY CONTROL
 DA0011  ___________________________________________________________________
 DA0011* NAD 83(1986)-  32 59 43.     (N)    112 16 46.     (W)     SCALED    
 DA0011* NAVD 88     -       444.43   (+/-2cm)    1458.1    (feet)  VERTCON   
 DA0011  ___________________________________________________________________
 DA0011  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0011
 DA0011.The horizontal coordinates were scaled from a topographic map and have
 DA0011.an estimated accuracy of +/- 6 seconds.
 DA0011
 DA0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0011.The vertical order pertains to the NGVD 29 superseded value.
 DA0011
 DA0011.The geoid height was determined by GEOID03.
 DA0011
 DA0011;                    North         East    Units  Estimated Accuracy
 DA0011;SPC AZ C     -   221,290.      179,460.      MT  (+/- 180 meters Scaled)
 DA0011
 DA0011                          SUPERSEDED SURVEY CONTROL
 DA0011
 DA0011  NGVD 29 (??/??/92)  443.799  (m)         1456.03   (f) ADJ UNCH    2 0
 DA0011
 DA0011.Superseded values are not recommended for survey control.
 DA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0011.See file dsdata.txt to determine how the superseded data were derived.
 DA0011
 DA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB804514(NAD 83)
 DA0011_MARKER: DB = BENCH MARK DISK
 DA0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0011_STAMPING: H 89 1935
 DA0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0011+STABILITY: SURFACE MOTION
 DA0011
 DA0011  HISTORY     - Date     Condition        Report By
 DA0011  HISTORY     - 1935     MONUMENTED       CGS
 DA0011  HISTORY     - 1977     GOOD             USGS
 DA0011
 DA0011                          STATION DESCRIPTION
 DA0011
 DA0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0011'4.5 MI S FROM MOBILE.
 DA0011'4.5 MILES SOUTH ALONG A DIRT ROAD LEADING TO THE BELLA LOMA SERVICE
 DA0011'STATION FROM MOBILE, MARICOPA COUNTY, 0.5 MILE NORTH OF A SMALL ROUND
 DA0011'MOUNTAIN, AND 15 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 DA0011'DISK, STAMPED H 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0011
 DA0011                          STATION RECOVERY (1977)
 DA0011
 DA0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0011'MAY BE REACHED FROM THE RR. CROSSING AT MOBILE BY GOING S. ALONG A
 DA0011'DIRT SECTION LINE RD. FOR 3.4 MI, THENCE W. ALONG A SECTION LINE RD.
 DA0011'FOR 2.0 MI, THENCE S. ALONG A SECTION LINE RD. FOR 1.0 MI, THENCE SW.
 DA0011'ALONG A DIM WASHED OUT DIRT RD. FOR 0.5 MI. THE MARK LIES ABOUT 350
 DA0011'FT SE. OF THE RD. IN AN AREA OF OPEN LEVEL GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1037 ***********************************************************************
 DA1037  DESIGNATION -  H 9
 DA1037  PID         -  DA1037
 DA1037  STATE/COUNTY-  AZ/YUMA
 DA1037  USGS QUAD   -  HORN (1965)
 DA1037
 DA1037                         *CURRENT SURVEY CONTROL
 DA1037  ___________________________________________________________________
 DA1037* NAD 83(1986)-  32 53 36.     (N)    113 37 16.     (W)     SCALED    
 DA1037* NAVD 88     -       122.43   (+/-2cm)     401.7    (feet)  VERTCON   
 DA1037  ___________________________________________________________________
 DA1037  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DA1037  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1037
 DA1037.The horizontal coordinates were scaled from a topographic map and have
 DA1037.an estimated accuracy of +/- 6 seconds.
 DA1037
 DA1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1037.The vertical order pertains to the NGVD 29 superseded value.
 DA1037
 DA1037.The geoid height was determined by GEOID03.
 DA1037
 DA1037;                    North         East    Units  Estimated Accuracy
 DA1037;SPC AZ W     -   209,940.      225,420.      MT  (+/- 180 meters Scaled)
 DA1037
 DA1037                          SUPERSEDED SURVEY CONTROL
 DA1037
 DA1037  NGVD 29 (??/??/92)  121.820  (m)          399.67   (f) ADJ UNCH    1 2
 DA1037
 DA1037.Superseded values are not recommended for survey control.
 DA1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1037.See file dsdata.txt to determine how the superseded data were derived.
 DA1037
 DA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB548425(NAD 83)
 DA1037_MARKER: DB = BENCH MARK DISK
 DA1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1037_STAMPING: 399.671 H 9 1927
 DA1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1037+STABILITY: SURFACE MOTION
 DA1037
 DA1037  HISTORY     - Date     Condition        Report By
 DA1037  HISTORY     - 1927     MONUMENTED       CGS
 DA1037  HISTORY     - 1935     GOOD             NGS
 DA1037  HISTORY     - 1971     GOOD             NGS
 DA1037
 DA1037                          STATION DESCRIPTION
 DA1037
 DA1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1037'17.7 MI SW FROM HYDER.
 DA1037'17.7 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1037'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 2.1 MILES
 DA1037'NORTHEAST OF THE STATION AT KOFA, 10 POLES SOUTHWEST OF MILEPOST 805,
 DA1037'10 FEET EAST OF THE SECOND POLE SOUTHWEST OF SEMAPHORE 8048, 50 FEET
 DA1037'SOUTHEAST OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE RIGHT OF WAY
 DA1037'FENCE, AND 2 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 DA1037'399.671 H 9 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 DA1037'FOOT ABOVE GROUND.
 DA1037
 DA1037                          STATION RECOVERY (1971)
 DA1037
 DA1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0291 ***********************************************************************
 DA0291  DESIGNATION -  H 90
 DA0291  PID         -  DA0291
 DA0291  STATE/COUNTY-  AZ/PIMA
 DA0291  USGS QUAD   -  VENTANA (1990)
 DA0291
 DA0291                         *CURRENT SURVEY CONTROL
 DA0291  ___________________________________________________________________
 DA0291* NAD 83(1986)-  32 27 41.     (N)    112 13 00.     (W)     SCALED    
 DA0291* NAVD 88     -       703.43   (+/-2cm)    2307.8    (feet)  VERTCON   
 DA0291  ___________________________________________________________________
 DA0291  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0291
 DA0291.The horizontal coordinates were scaled from a topographic map and have
 DA0291.an estimated accuracy of +/- 6 seconds.
 DA0291
 DA0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0291.The vertical order pertains to the NGVD 29 superseded value.
 DA0291
 DA0291.The geoid height was determined by GEOID03.
 DA0291
 DA0291;                    North         East    Units  Estimated Accuracy
 DA0291;SPC AZ C     -   162,070.      185,160.      MT  (+/- 180 meters Scaled)
 DA0291
 DA0291                          SUPERSEDED SURVEY CONTROL
 DA0291
 DA0291  NGVD 29 (??/??/92)  702.742  (m)         2305.58   (f) ADJ UNCH    2 0
 DA0291
 DA0291.Superseded values are not recommended for survey control.
 DA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0291.See file dsdata.txt to determine how the superseded data were derived.
 DA0291
 DA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA856922(NAD 83)
 DA0291_MARKER: DB = BENCH MARK DISK
 DA0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0291_STAMPING: H 90 1935
 DA0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0291+STABILITY: SURFACE MOTION
 DA0291
 DA0291  HISTORY     - Date     Condition        Report By
 DA0291  HISTORY     - 1935     MONUMENTED       CGS
 DA0291  HISTORY     - 1952     GOOD             NGS
 DA0291
 DA0291                          STATION DESCRIPTION
 DA0291
 DA0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0291'1.6 MI E FROM VENTANA.
 DA0291'1.6 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA, 0.25
 DA0291'MILE EAST OF THE SOUTH END OF A LEVEE, ABOUT 50 YARDS NORTHEAST OF A
 DA0291'SMALL KNOLL, ON A SLIGHT EASTWEST RISE BETWEEN THE FORMER ROAD AND A
 DA0291'SMALL SANDY WASH, 108 FEET NORTH OF THE CENTER LINE OF AND ABOUT 3
 DA0291'FEET LOWER THAN THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE
 DA0291'FORMER ROAD, 11 1/2 FEET SOUTH OF THE CENTER LINE OF THE WASH, 2.2
 DA0291'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0291'PROJECTING 1.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0938 ***********************************************************************
 CZ0938  DESIGNATION -  H 91
 CZ0938  PID         -  CZ0938
 CZ0938  STATE/COUNTY-  AZ/PIMA
 CZ0938  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ0938
 CZ0938                         *CURRENT SURVEY CONTROL
 CZ0938  ___________________________________________________________________
 CZ0938* NAD 83(1986)-  32 19 19.     (N)    111 59 14.     (W)     SCALED    
 CZ0938* NAVD 88     -       543.88   (+/-2cm)    1784.4    (feet)  VERTCON   
 CZ0938  ___________________________________________________________________
 CZ0938  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 CZ0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0938
 CZ0938.The horizontal coordinates were scaled from a topographic map and have
 CZ0938.an estimated accuracy of +/- 6 seconds.
 CZ0938
 CZ0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0938.The vertical order pertains to the NGVD 29 superseded value.
 CZ0938
 CZ0938.The geoid height was determined by GEOID03.
 CZ0938
 CZ0938;                    North         East    Units  Estimated Accuracy
 CZ0938;SPC AZ C     -   146,570.      206,720.      MT  (+/- 180 meters Scaled)
 CZ0938
 CZ0938                          SUPERSEDED SURVEY CONTROL
 CZ0938
 CZ0938  NGVD 29 (??/??/92)  543.255  (m)         1782.33   (f) ADJ UNCH    2 0
 CZ0938
 CZ0938.Superseded values are not recommended for survey control.
 CZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0938.See file dsdata.txt to determine how the superseded data were derived.
 CZ0938
 CZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA070765(NAD 83)
 CZ0938_MARKER: DB = BENCH MARK DISK
 CZ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0938_STAMPING: H 91 1935
 CZ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0938+STABILITY: SURFACE MOTION
 CZ0938
 CZ0938  HISTORY     - Date     Condition        Report By
 CZ0938  HISTORY     - 1935     MONUMENTED       CGS
 CZ0938  HISTORY     - 1952     GOOD             NGS
 CZ0938
 CZ0938                          STATION DESCRIPTION
 CZ0938
 CZ0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0938'3.05 MI E FROM SANTA ROSA.
 CZ0938'3.05 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0938'0.5 MILE EAST OF AN ADOBE SHED, 0.5 MILE WEST OF A SMALL RIDGE, 0.25
 CZ0938'MILE EAST OF THE SOUTHEAST CORNER OF A FENCE LINE, AT A SMALL CLEARING
 CZ0938'AT A FLAT DOTTED WITH SMALL MESQUITE TREES, 9 FEET NORTH OF THE CENTER
 CZ0938'LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.2 FEET EAST OF A WITNESS
 CZ0938'POST, AND SET IN A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0884 ***********************************************************************
 CZ0884  DESIGNATION -  H 93
 CZ0884  PID         -  CZ0884
 CZ0884  STATE/COUNTY-  AZ/PIMA
 CZ0884  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0884
 CZ0884                         *CURRENT SURVEY CONTROL
 CZ0884  ___________________________________________________________________
 CZ0884* NAD 83(1986)-  32 24 22.     (N)    111 47 48.     (W)     SCALED    
 CZ0884* NAVD 88     -       556.31   (+/-2cm)    1825.2    (feet)  VERTCON   
 CZ0884  ___________________________________________________________________
 CZ0884  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0884
 CZ0884.The horizontal coordinates were scaled from a topographic map and have
 CZ0884.an estimated accuracy of +/- 6 seconds.
 CZ0884
 CZ0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0884.The vertical order pertains to the NGVD 29 superseded value.
 CZ0884
 CZ0884.The geoid height was determined by GEOID03.
 CZ0884
 CZ0884;                    North         East    Units  Estimated Accuracy
 CZ0884;SPC AZ C     -   155,900.      224,650.      MT  (+/- 180 meters Scaled)
 CZ0884
 CZ0884                          SUPERSEDED SURVEY CONTROL
 CZ0884
 CZ0884  NGVD 29 (??/??/92)  555.732  (m)         1823.26   (f) ADJ UNCH    2 0
 CZ0884
 CZ0884.Superseded values are not recommended for survey control.
 CZ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0884.See file dsdata.txt to determine how the superseded data were derived.
 CZ0884
 CZ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA250857(NAD 83)
 CZ0884_MARKER: DB = BENCH MARK DISK
 CZ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0884_STAMPING: H 93 1935
 CZ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0884+STABILITY: SURFACE MOTION
 CZ0884
 CZ0884  HISTORY     - Date     Condition        Report By
 CZ0884  HISTORY     - 1935     MONUMENTED       CGS
 CZ0884  HISTORY     - 1952     GOOD             NGS
 CZ0884
 CZ0884                          STATION DESCRIPTION
 CZ0884
 CZ0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0884'17.25 MI SE FROM KOMELIH.
 CZ0884'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0884'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 6.2 MILES SOUTH
 CZ0884'ALONG A DIM TRACK ROAD, AT A CLEARING, AT A SMALL FLAT, 136 FEET
 CZ0884'NORTHWEST OF THE CENTER OF A SANDY WASH, 19 FEET SOUTHWEST OF THE
 CZ0884'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.8 FEET EAST OF A
 CZ0884'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ0884'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0601 ***********************************************************************
 CZ0601  DESIGNATION -  H 94
 CZ0601  PID         -  CZ0601
 CZ0601  STATE/COUNTY-  AZ/PIMA
 CZ0601  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0601
 CZ0601                         *CURRENT SURVEY CONTROL
 CZ0601  ___________________________________________________________________
 CZ0601* NAD 83(1986)-  32 26 58.     (N)    111 26 06.     (W)     SCALED    
 CZ0601* NAVD 88     -       666.67   (+/-2cm)    2187.2    (feet)  VERTCON   
 CZ0601  ___________________________________________________________________
 CZ0601  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0601
 CZ0601.The horizontal coordinates were scaled from a topographic map and have
 CZ0601.an estimated accuracy of +/- 6 seconds.
 CZ0601
 CZ0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0601.The vertical order pertains to the NGVD 29 superseded value.
 CZ0601
 CZ0601.The geoid height was determined by GEOID03.
 CZ0601
 CZ0601;                    North         East    Units  Estimated Accuracy
 CZ0601;SPC AZ C     -   160,800.      258,650.      MT  (+/- 180 meters Scaled)
 CZ0601
 CZ0601                          SUPERSEDED SURVEY CONTROL
 CZ0601
 CZ0601  NGVD 29 (??/??/92)  666.131  (m)         2185.46   (f) ADJ UNCH    2 0
 CZ0601
 CZ0601.Superseded values are not recommended for survey control.
 CZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0601.See file dsdata.txt to determine how the superseded data were derived.
 CZ0601
 CZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA591903(NAD 83)
 CZ0601_MARKER: DB = BENCH MARK DISK
 CZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0601_STAMPING: H 94 1935
 CZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0601+STABILITY: SURFACE MOTION
 CZ0601
 CZ0601  HISTORY     - Date     Condition        Report By
 CZ0601  HISTORY     - 1935     MONUMENTED       CGS
 CZ0601  HISTORY     - 1951     GOOD             NGS
 CZ0601  HISTORY     - 20090222 GOOD             GEOCAC
 CZ0601
 CZ0601                          STATION DESCRIPTION
 CZ0601
 CZ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0601'12.3 MI E FROM SILVER BELL.
 CZ0601'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMENTERY AT SILVER
 CZ0601'BELL, THENCE 5.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.1 MILE
 CZ0601'SOUTHEAST OF A TRACK ROAD LEADING EAST TO A BUILDING, 0.2 MILES NORTH
 CZ0601'OF A TRACK ROAD LEADING WEST, 26 1/2 FEET EAST OF THE CENTER LINE OF
 CZ0601'SILVER BELL ROAD, 2.1 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1
 CZ0601'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0601'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0601
 CZ0601                          STATION RECOVERY (2009)
 CZ0601
 CZ0601'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 CZ0601'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 CZ0601'COORDINATES OF N 32 27 25.1 W 111 26 52.3.  THE WITNESS
 CZ0601'POST IS NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0609 ***********************************************************************
 FR0609  DESIGNATION -  H 95
 FR0609  PID         -  FR0609
 FR0609  STATE/COUNTY-  AZ/MOHAVE
 FR0609  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0609
 FR0609                         *CURRENT SURVEY CONTROL
 FR0609  ___________________________________________________________________
 FR0609* NAD 83(1986)-  35 52 59.     (N)    113 51 08.     (W)     SCALED    
 FR0609* NAVD 88     -      1542.531  (meters)    5060.79   (feet)  POSTED    
 FR0609  ___________________________________________________________________
 FR0609  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FR0609  DYNAMIC HT  -        1540.680 (meters)    5054.71  (feet)  COMP
 FR0609  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 FR0609
 FR0609  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0609
 FR0609.The horizontal coordinates were scaled from a topographic map and have
 FR0609.an estimated accuracy of +/- 6 seconds.
 FR0609
 FR0609.The orthometric height was determined by differential leveling
 FR0609.and adjusted by the  in 1992.
 FR0609.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0609.rate of 0.0 thru 1.0 mm/km.
 FR0609
 FR0609.The geoid height was determined by GEOID03.
 FR0609
 FR0609.The dynamic height is computed by dividing the NAVD 88
 FR0609.geopotential number by the normal gravity value computed on the
 FR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0609.degrees latitude (g = 980.6199 gals.).
 FR0609
 FR0609.The modeled gravity was interpolated from observed gravity values.
 FR0609
 FR0609;                    North         East    Units  Estimated Accuracy
 FR0609;SPC AZ W     -   541,560.      204,130.      MT  (+/- 180 meters Scaled)
 FR0609
 FR0609                          SUPERSEDED SURVEY CONTROL
 FR0609
 FR0609  NGVD 29 (??/??/92) 1541.702  (m)         5058.07   (f) ADJ UNCH    2 0
 FR0609
 FR0609.Superseded values are not recommended for survey control.
 FR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0609.See file dsdata.txt to determine how the superseded data were derived.
 FR0609
 FR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE425747(NAD 83)
 FR0609_MARKER: DB = BENCH MARK DISK
 FR0609_SETTING: 66 = SET IN ROCK OUTCROP
 FR0609_SP_SET: STONE OUTCROP
 FR0609_STAMPING: H 95 1935
 FR0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0609+STABILITY: POSITION/ELEVATION WELL
 FR0609
 FR0609  HISTORY     - Date     Condition        Report By
 FR0609  HISTORY     - 1935     MONUMENTED       CGS
 FR0609  HISTORY     - 1968     GOOD             USGS
 FR0609
 FR0609                          STATION DESCRIPTION
 FR0609
 FR0609'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0609'49.4 MI NW FROM PEACH SPRINGS.
 FR0609'49.4 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, ABOUT 0.1 MILES
 FR0609'SOUTH OF A LARGE EARTH TANK, AT THE TOP OF A SMALL RIDGE, ABOUT 20
 FR0609'FEET WEST OF A FENCE CORNER, ABOUT 90 FEET EAST OF THE CENTERLINE OF
 FR0609'THE ROAD, IN THE TOP OF A GRAY LIMESTONE OUTCROP, AT THE FLAT PORTION
 FR0609'OF THE NORTHEAST EDGE, AND ABOUT 7 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0654 ***********************************************************************
 FR0654  DESIGNATION -  H 96
 FR0654  PID         -  FR0654
 FR0654  STATE/COUNTY-  AZ/MOHAVE
 FR0654  USGS QUAD   -  HINDU CANYON (1967)
 FR0654
 FR0654                         *CURRENT SURVEY CONTROL
 FR0654  ___________________________________________________________________
 FR0654* NAD 83(1986)-  35 39 43.     (N)    113 31 54.     (W)     SCALED    
 FR0654* NAVD 88     -      1433.198  (meters)    4702.08   (feet)  POSTED    
 FR0654  ___________________________________________________________________
 FR0654  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0654  DYNAMIC HT  -        1431.450 (meters)    4696.35  (feet)  COMP
 FR0654  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 FR0654
 FR0654  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0654
 FR0654.The horizontal coordinates were scaled from a topographic map and have
 FR0654.an estimated accuracy of +/- 6 seconds.
 FR0654
 FR0654.The orthometric height was determined by differential leveling
 FR0654.and adjusted by the  in 1992.
 FR0654.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0654.was located on a no-check spur therefore a value was not computed.
 FR0654.No vertical observational check was made to the station.
 FR0654
 FR0654.The geoid height was determined by GEOID03.
 FR0654
 FR0654.The dynamic height is computed by dividing the NAVD 88
 FR0654.geopotential number by the normal gravity value computed on the
 FR0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0654.degrees latitude (g = 980.6199 gals.).
 FR0654
 FR0654.The modeled gravity was interpolated from observed gravity values.
 FR0654
 FR0654;                    North         East    Units  Estimated Accuracy
 FR0654;SPC AZ W     -   517,050.      233,130.      MT  (+/- 180 meters Scaled)
 FR0654
 FR0654                          SUPERSEDED SURVEY CONTROL
 FR0654
 FR0654  NGVD 29 (??/??/92) 1432.319  (m)         4699.20   (f) ADJ UNCH    2 0
 FR0654
 FR0654.Superseded values are not recommended for survey control.
 FR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0654.See file dsdata.txt to determine how the superseded data were derived.
 FR0654
 FR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE708494(NAD 83)
 FR0654_MARKER: DB = BENCH MARK DISK
 FR0654_SETTING: 66 = SET IN ROCK OUTCROP
 FR0654_SP_SET: ROCK OUTCROP
 FR0654_STAMPING: H 96 1935
 FR0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0654+STABILITY: POSITION/ELEVATION WELL
 FR0654
 FR0654  HISTORY     - Date     Condition        Report By
 FR0654  HISTORY     - 1935     MONUMENTED       CGS
 FR0654
 FR0654                          STATION DESCRIPTION
 FR0654
 FR0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0654'9.2 MI NW FROM PEACH SPRINGS.
 FR0654'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0654'COUNTY, THENCE ABOUT 5.9 MILES NORTHEAST ALONG A ROAD, ABOUT 1.4 MILES
 FR0654'EAST OF AN OLD RANCH, ABOUT 0.5 MILE EAST OF A GATE AND A FENCE
 FR0654'CROSSING, AT THE NORTHEAST CORNER OF A CLEARING, ABOUT 75 FEET EAST OF
 FR0654'THE CENTER LINE OF THE ROAD, 7 FEET SOUTHWEST OF A ROCK CAIRN, IN THE
 FR0654'TOP OF A ROCK OUTCROP, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD
 FR0654'DISK, STAMPED H 96 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0389 ***********************************************************************
 FR0389  DESIGNATION -  H 97
 FR0389  PID         -  FR0389
 FR0389  STATE/COUNTY-  AZ/MOHAVE
 FR0389  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0389
 FR0389                         *CURRENT SURVEY CONTROL
 FR0389  ___________________________________________________________________
 FR0389* NAD 83(1986)-  35 34 37.     (N)    113 25 43.     (W)     SCALED    
 FR0389* NAVD 88     -      1292.425  (meters)    4240.23   (feet)  POSTED    
 FR0389  ___________________________________________________________________
 FR0389  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FR0389  DYNAMIC HT  -        1290.830 (meters)    4235.00  (feet)  COMP
 FR0389  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 FR0389
 FR0389  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0389
 FR0389.The horizontal coordinates were scaled from a topographic map and have
 FR0389.an estimated accuracy of +/- 6 seconds.
 FR0389
 FR0389.The orthometric height was determined by differential leveling
 FR0389.and adjusted by the  in 1992.
 FR0389.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0389.was located on a no-check spur therefore a value was not computed.
 FR0389.No vertical observational check was made to the station.
 FR0389
 FR0389.The geoid height was determined by GEOID03.
 FR0389
 FR0389.The dynamic height is computed by dividing the NAVD 88
 FR0389.geopotential number by the normal gravity value computed on the
 FR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0389.degrees latitude (g = 980.6199 gals.).
 FR0389
 FR0389.The modeled gravity was interpolated from observed gravity values.
 FR0389
 FR0389;                    North         East    Units  Estimated Accuracy
 FR0389;SPC AZ W     -   507,640.      242,490.      MT  (+/- 180 meters Scaled)
 FR0389
 FR0389                          SUPERSEDED SURVEY CONTROL
 FR0389
 FR0389  NGVD 29 (??/??/92) 1291.498  (m)         4237.19   (f) ADJ UNCH    2 0
 FR0389
 FR0389.Superseded values are not recommended for survey control.
 FR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0389.See file dsdata.txt to determine how the superseded data were derived.
 FR0389
 FR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE799397(NAD 83)
 FR0389_MARKER: DB = BENCH MARK DISK
 FR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0389_STAMPING: H 97 1935
 FR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0389+STABILITY: SURFACE MOTION
 FR0389
 FR0389  HISTORY     - Date     Condition        Report By
 FR0389  HISTORY     - 1935     MONUMENTED       CGS
 FR0389  HISTORY     - 1955     GOOD             NGS
 FR0389  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0389  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0389
 FR0389                          STATION DESCRIPTION
 FR0389
 FR0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0389'4.0 MI N FROM PEACH SPRINGS.
 FR0389'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS GO EAST ON U. S.
 FR0389'HIGHWAY NO. 66 FOR 0.1 MILE, TURN LEFT ON BLACK TOP ROAD AND GO 0.6
 FR0389'MILES, TAKE LEFT FORK (A GRAVEL ROAD) AND CONTINUE NORTHERLY PAST A
 FR0389'SMALL AIRPORT AND LUMBER MILL FOR 3.1 MILES TO THE BENCH MARK ON THE
 FR0389'RIGHT.  THE MARK IS 15 FEET EAST OF THE CENTERLINE OF THE ROAD.  IT IS
 FR0389'A STANDARD BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 FR0389'PROJECTING 8 INCHES.
 FR0389
 FR0389                          STATION RECOVERY (1967)
 FR0389
 FR0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0389'MARK NOT FOUND.
 FR0389
 FR0389                          STATION RECOVERY (1982)
 FR0389
 FR0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0389'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0110 ***********************************************************************
 ET0110  DESIGNATION -  H 98
 ET0110  PID         -  ET0110
 ET0110  STATE/COUNTY-  AZ/YAVAPAI
 ET0110  USGS QUAD   -  PERKINSVILLE (1973)
 ET0110
 ET0110                         *CURRENT SURVEY CONTROL
 ET0110  ___________________________________________________________________
 ET0110* NAD 83(1986)-  34 54 43.     (N)    112 12 37.     (W)     SCALED    
 ET0110* NAVD 88     -      1295.98   (+/-2cm)    4251.9    (feet)  VERTCON   
 ET0110  ___________________________________________________________________
 ET0110  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 ET0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0110
 ET0110.The horizontal coordinates were scaled from a topographic map and have
 ET0110.an estimated accuracy of +/- 6 seconds.
 ET0110
 ET0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0110.The vertical order pertains to the NGVD 29 superseded value.
 ET0110
 ET0110.The geoid height was determined by GEOID03.
 ET0110
 ET0110;                    North         East    Units  Estimated Accuracy
 ET0110;SPC AZ C     -   433,850.      186,530.      MT  (+/- 180 meters Scaled)
 ET0110
 ET0110                          SUPERSEDED SURVEY CONTROL
 ET0110
 ET0110  NGVD 29 (??/??/92) 1295.220  (m)         4249.40   (f) ADJ UNCH    2 0
 ET0110
 ET0110.Superseded values are not recommended for survey control.
 ET0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0110.See file dsdata.txt to determine how the superseded data were derived.
 ET0110
 ET0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD894639(NAD 83)
 ET0110_MARKER: DB = BENCH MARK DISK
 ET0110_SETTING: 80 = SET IN A BOULDER
 ET0110_SP_SET: BOULDER
 ET0110_STAMPING: H 98 1935
 ET0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0110+STABILITY: SURFACE MOTION
 ET0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0110+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 ET0110
 ET0110  HISTORY     - Date     Condition        Report By
 ET0110  HISTORY     - 1935     MONUMENTED       CGS
 ET0110  HISTORY     - 20010511 GOOD             NGS
 ET0110
 ET0110                          STATION DESCRIPTION
 ET0110
 ET0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0110'2.7 MI N FROM PERKINSVILLE.
 ET0110'2.7 MI. N. ALONG ROAD TO WILLIAMS. 0.5 MI. S. OF A CATTLE GUARD
 ET0110'CROSSING ROAD. 0.1 MI. N. OF A RIGHT ANGLE IN ROAD, AND 45 FT. E. OF
 ET0110'THE CENTER LINE OF HIGHWAY.  SET IN A GRAY BOULDER AMONG A GROUP OF
 ET0110'SMALL JUNIPER TREES.
 ET0110
 ET0110                          STATION RECOVERY (2001)
 ET0110
 ET0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0826 ***********************************************************************
 DW0826  DESIGNATION -  H 99
 DW0826  PID         -  DW0826
 DW0826  STATE/COUNTY-  AZ/LA PAZ
 DW0826  USGS QUAD   -  BOUSE (1990)
 DW0826
 DW0826                         *CURRENT SURVEY CONTROL
 DW0826  ___________________________________________________________________
 DW0826* NAD 83(1986)-  33 58 05.     (N)    114 02 22.     (W)     SCALED    
 DW0826* NAVD 88     -       266.56   (+/-2cm)     874.5    (feet)  VERTCON   
 DW0826  ___________________________________________________________________
 DW0826  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DW0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0826
 DW0826.The horizontal coordinates were scaled from a topographic map and have
 DW0826.an estimated accuracy of +/- 6 seconds.
 DW0826
 DW0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0826.The vertical order pertains to the NGVD 29 superseded value.
 DW0826
 DW0826.The geoid height was determined by GEOID03.
 DW0826
 DW0826;                    North         East    Units  Estimated Accuracy
 DW0826;SPC AZ W     -   329,160.      186,610.      MT  (+/- 180 meters Scaled)
 DW0826
 DW0826                          SUPERSEDED SURVEY CONTROL
 DW0826
 DW0826  NGVD 29 (??/??/??)  265.936  (m)          872.49   (f) ADJUSTED    2 0
 DW0826
 DW0826.Superseded values are not recommended for survey control.
 DW0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0826.See file dsdata.txt to determine how the superseded data were derived.
 DW0826
 DW0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT735625(NAD 83)
 DW0826_MARKER: DB = BENCH MARK DISK
 DW0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0826_STAMPING: H 99 1935
 DW0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0826+STABILITY: SURFACE MOTION
 DW0826
 DW0826  HISTORY     - Date     Condition        Report By
 DW0826  HISTORY     - 1935     MONUMENTED       CGS
 DW0826  HISTORY     - 1971     GOOD             NGS
 DW0826
 DW0826                          STATION DESCRIPTION
 DW0826
 DW0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DW0826'3.2 MI N FROM BOUSE.
 DW0826'3.15 MILES NORTHERLY ALONG STATE HIGHWAY 72 FROM THE CROSSROADS
 DW0826'IN BOUSE TO MARK ON THE RIGHT, ABOUT 160 YARDS NORTHWEST OF
 DW0826'RAILROAD MILEPOST 83, 110 FEET NORTHEAST OF THE CENTER OF THE
 DW0826'HIGHWAY, 37 FEET SOUTHWEST OF THE RAILROAD TRACKS, SET IN TOP
 DW0826'OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 DW0826'NOTE-- (THIS MARK WAS USED AS THE AZIMUTH MARK FOR TRIANGULATION
 DW0826'STATION LITTLE BUTTE 1948)
 DW0826'NOTE- CONFLICTING REPORTS IMPLY MARK MAY HAVE BEEN RESET BETWEEN
 DW0826'THE 1935 LEVELING AND 1948 RECOVERY, USE ELEV. WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2194 ***********************************************************************
 DV2194  DESIGNATION -  H FOUR
 DV2194  PID         -  DV2194
 DV2194  STATE/COUNTY-  AZ/MARICOPA
 DV2194  USGS QUAD   -  WHITE TANK MTS NE (1978)
 DV2194
 DV2194                         *CURRENT SURVEY CONTROL
 DV2194  ___________________________________________________________________
 DV2194* NAD 83(1992)-  33 40 56.74802(N)    112 31 49.35363(W)     ADJUSTED  
 DV2194* NAVD 88     -       449.53   (+/-2cm)    1474.8    (feet)  VERTCON   
 DV2194  ___________________________________________________________________
 DV2194  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DV2194  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV2194  HORZ ORDER  -  SECOND
 DV2194  VERT ORDER  -  THIRD ? (See Below)
 DV2194
 DV2194.The horizontal coordinates were established by classical geodetic methods
 DV2194.and adjusted by the National Geodetic Survey in August 1993.
 DV2194
 DV2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2194.The vertical order pertains to the NGVD 29 superseded value.
 DV2194
 DV2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2194
 DV2194.The geoid height was determined by GEOID03.
 DV2194
 DV2194;                    North         East     Units Scale Factor Converg.
 DV2194;SPC AZ C     -   297,601.674   156,457.746   MT  0.99993990   -0 20 25.3
 DV2194;SPC AZ C     -   976,383.44    513,312.81   iFT  0.99993990   -0 20 25.3
 DV2194;UTM  12      - 3,727,996.181   358,142.802   MT  0.99984809   -0 50 55.9
 DV2194
 DV2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2194!SPC AZ C     -   0.99993414  x   0.99993990  =   0.99987404
 DV2194!UTM  12      -   0.99993414  x   0.99984809  =   0.99978224
 DV2194
 DV2194|---------------------------------------------------------------------|
 DV2194| PID    Reference Object                     Distance      Geod. Az  |
 DV2194|                                                           dddmmss.s |
 DV2194| DV2195 T4N R3W SECS 13 14 23 24             11.437 METERS 08530     |
 DV2194| CH5273 H FOUR AZ MK                                       2711137.9 |
 DV2194| DV2192 H FOUR RM                            12.342 METERS 35947     |
 DV2194|---------------------------------------------------------------------|
 DV2194
 DV2194                          SUPERSEDED SURVEY CONTROL
 DV2194
 DV2194  NAD 83(1986)-  33 40 56.74237(N)    112 31 49.36063(W) AD(       ) 2
 DV2194  NAD 27      -  33 40 56.61100(N)    112 31 46.75300(W) AD(       ) 2
 DV2194  NGVD 29 (07/19/86)  448.96   (m)         1473.0    (f) LEVELING    3  
 DV2194
 DV2194.Superseded values are not recommended for survey control.
 DV2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2194.See file dsdata.txt to determine how the superseded data were derived.
 DV2194
 DV2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5814327996(NAD 83)
 DV2194_MARKER: DS = TRIANGULATION STATION DISK
 DV2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2194+STABILITY: SURFACE MOTION
 DV2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2194+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2008
 DV2194
 DV2194  HISTORY     - Date     Condition        Report By
 DV2194  HISTORY     - 1947     MONUMENTED       CGS
 DV2194  HISTORY     - 1986     GOOD             AZDT
 DV2194  HISTORY     - 20080322 GOOD             INDIV
 DV2194
 DV2194                          STATION DESCRIPTION
 DV2194
 DV2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2194'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE SOUTH OF WITTMAN
 DV2194'IN THE FLAT DESERT AREA NEAR THE CORNER OF T4N,R3W SECTION
 DV2194'14,13,23 AND 24.  THE STATION MARK IS A BRONZE DISK SET
 DV2194'FLUSH 76 FEET SOUTHWEST OF A T ROAD INTERSECTION, 25 FEET
 DV2194'SOUTH OF CENTER LINE OF ROAD, 6.7 FEET EAST OF A WHITE WITNESS
 DV2194'POST, AND IS STAMPED, H FOUR 1947.
 DV2194'
 DV2194'A GENERAL LAND OFFICE MARK WAS USED AS REFERENCE MARK NO. 1.
 DV2194'IT IS SET ATOP AN IRON PIPE WHICH IS ENCASED IN CONCRETE,
 DV2194'9 PACES SOUTH OF CENTERLINE OF ROAD, PROJECTS 16 INCHES
 DV2194'AND IS STAMPED, T4N,R3W,S14,S13,S23,S24 1915.
 DV2194'
 DV2194'A BUREAU OF RECLAMATION BENCH MARK WAS USED AS REFERENCE
 DV2194'MARK NO. 2.  IT IS SET IN A CONCRETE BLOCK 5 PACES NORTH
 DV2194'OF THE CENTERLINE OF ROAD, PROJECTS 6 INCHES AND IS STAMPED,
 DV2194'4 H 1441.
 DV2194'
 DV2194'THE AZIMUTH MARK IS A BRONZE DISK SET 11 PACES NORTH OF
 DV2194'CENTERLINE OF ROAD, PROJECTS 4 INCHES AND IS STAMPED, H FOUR
 DV2194'1947.  TO REACH MARK FROM STATION GO WEST ON ROAD 0.3 MILE
 DV2194'TO MARK ON RIGHT.
 DV2194'
 DV2194'TO REACH THE STATION FROM THE FLAGPOLE IN LITCHFIELD PARK
 DV2194'GO NORTH 8.0 MILES TO A CROSSROAD.  TURN LEFT, GO 4.0 MILES
 DV2194'TO A CROSSROAD.  TURN RIGHT, GO 2.0 MILES TO A ROAD LEFT.
 DV2194'TURN LEFT, GO 1.6 MILE TO A T INTERSECTION.  TURN RIGHT, FOLLOW
 DV2194'ROAD ALONG CANAL 1.1 MILE TO A ROAD LEFT.  TURN LEFT, CROSS
 DV2194'CANAL AND FOLLOW MAIN ROAD 5.4 MILES TO A T INTERSECTION
 DV2194'AND STATION ON LEFT.  A DRIVE STATION.
 DV2194
 DV2194                          STATION RECOVERY (1986)
 DV2194
 DV2194'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2194'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2194'AS DESCRIBED IN 1947.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2194'
 DV2194'TO REACH THE STATION FROM WHITTMANN TRAVEL SOUTHEAST ALONG US
 DV2194'HIGHWAY 60 FOR ABOUT 3 MILES TO PATTON ROAD AT MILE POST 132.5.
 DV2194'TRAVEL SOUTH AND THEN WEST ALONG PATTON ROAD FOR 3.2 MILES TO CROZIER
 DV2194'ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 1.0 MILE TO THE CAP CANAL.
 DV2194'CROSS THE BRIDGE OVER THE CANAL AND TURN RIGHT ON A BLADED ROAD FOR
 DV2194'1.0 MILE TO A FORK.  TAKE THE LEFT FORK SOUTH FOR 2.8 MILES TO A
 DV2194'CROSSROAD AND THE STATION.
 DV2194'
 DV2194'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL WEST ALONG A ROAD
 DV2194'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 DV2194
 DV2194                          STATION RECOVERY (2008)
 DV2194
 DV2194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 DV2194' 
 DV2194' RECOVERY NOTE BY LOCATION ROUTE SURVEYING LLC 2008
 DV2194' THE STATION MARK AS DESCRIBED IN 1947.  A NEW ROUTE TO THE STATION
 DV2194'FOLLOWS.
 DV2194' 
 DV2194'FROM THE INTERSECTION OF SUN VALLEY PARWAY AND CROZIER ROAD (219TH
 DV2194'AVENUE). TRAVEL NORTH ALONG CROZIER ROAD 1.5 MILES TO STATION ON WEST
 DV2194'SIDE OF ROAD AND SOUTH OF DEER VALLEY ROAD. ACCORDING TO AN IGS
 DV2194'ULTRA-RAPID ORBIT THAT WAS SUBMITTD 3-23-08 DIFFERED IN ELEVATION BY
 DV2194'MINUS 0.4 FEET WITHIN A POSITIONAL TOLLERANCE OF 0.14 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2192 ***********************************************************************
 DV2192  DESIGNATION -  H FOUR RM
 DV2192  PID         -  DV2192
 DV2192  STATE/COUNTY-  AZ/MARICOPA
 DV2192  USGS QUAD   -  WHITE TANK MTS NE (1978)
 DV2192
 DV2192                         *CURRENT SURVEY CONTROL
 DV2192  ___________________________________________________________________
 DV2192* NAD 83(1992)-  33 40 57.14860(N)    112 31 49.35541(W)     ADJUSTED  
 DV2192* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 DV2192  ___________________________________________________________________
 DV2192  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DV2192  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV2192  HORZ ORDER  -  SECOND
 DV2192
 DV2192.The horizontal coordinates were established by classical geodetic methods
 DV2192.and adjusted by the National Geodetic Survey in August 1993.
 DV2192
 DV2192.The orthometric height was scaled from a topographic map.
 DV2192
 DV2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2192
 DV2192.The geoid height was determined by GEOID03.
 DV2192
 DV2192;                    North         East     Units Scale Factor Converg.
 DV2192;SPC AZ C     -   297,614.015   156,457.774   MT  0.99993990   -0 20 25.3
 DV2192;SPC AZ C     -   976,423.93    513,312.91   iFT  0.99993990   -0 20 25.3
 DV2192;UTM  12      - 3,728,008.520   358,142.939   MT  0.99984809   -0 50 55.9
 DV2192
 DV2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2192!SPC AZ C     -   0.99993413  x   0.99993990  =   0.99987404
 DV2192!UTM  12      -   0.99993413  x   0.99984809  =   0.99978223
 DV2192
 DV2192                          SUPERSEDED SURVEY CONTROL
 DV2192
 DV2192  NAD 83(1986)-  33 40 57.14295(N)    112 31 49.36241(W) AD(       ) 2
 DV2192  NAD 27      -  33 40 57.01200(N)    112 31 46.75500(W) AD(       ) 2
 DV2192
 DV2192.Superseded values are not recommended for survey control.
 DV2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2192.See file dsdata.txt to determine how the superseded data were derived.
 DV2192
 DV2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5814328009(NAD 83)
 DV2192_MARKER: DB = BENCH MARK DISK
 DV2192_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV2192+WITH SETTING: PAVEMENT
 DV2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2192+STABILITY: SURFACE MOTION
 DV2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2192+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 DV2192
 DV2192  HISTORY     - Date     Condition        Report By
 DV2192  HISTORY     - 1947     MONUMENTED       BOR
 DV2192  HISTORY     - 20080324 GOOD             GEOCAC
 DV2192
 DV2192                          STATION DESCRIPTION
 DV2192
 DV2192'DESCRIBED BY US BUREAU OF RECLAMATION 1947
 DV2192'A BUREAU OF RECLAMATION BENCH MARK WAS USED AS H FOUR REFERENCE
 DV2192'MARK NO. 2.  IT IS SET IN A CONCRETE BLOCK 5 PACES NORTH
 DV2192'OF THE CENTERLINE OF ROAD, PROJECTS 6 INCHES AND IS STAMPED,
 DV2192'4 H 1441.
 DV2192'
 DV2192'TO REACH THE STATION FROM THE FLAGPOLE IN LITCHFIELD PARK
 DV2192'GO NORTH 8.0 MILES TO A CROSSROAD.  TURN LEFT, GO 4.0 MILES
 DV2192'TO A CROSSROAD.  TURN RIGHT, GO 2.0 MILES TO A ROAD LEFT.
 DV2192'TURN LEFT, GO 1.6 MILE TO A T INTERSECTION.  TURN RIGHT, FOLLOW
 DV2192'ROAD ALONG CANAL 1.1 MILE TO A ROAD LEFT.  TURN LEFT, CROSS
 DV2192'CANAL AND FOLLOW MAIN ROAD 5.4 MILES TO A T INTERSECTION
 DV2192
 DV2192                          STATION RECOVERY (2008)
 DV2192
 DV2192'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0717 ***********************************************************************
 FQ0717  DESIGNATION -  HA WHI 2
 FQ0717  PID         -  FQ0717
 FQ0717  STATE/COUNTY-  AZ/NAVAJO
 FQ0717  USGS QUAD   -  FIRST FLAT MESA (1991)
 FQ0717
 FQ0717                         *CURRENT SURVEY CONTROL
 FQ0717  ___________________________________________________________________
 FQ0717* NAD 83(1992)-  35 30 43.40129(N)    110 13 08.61915(W)     ADJUSTED  
 FQ0717* NAVD 88     -      2054.4    (meters)    6740.     (feet)  VERTCON   
 FQ0717  ___________________________________________________________________
 FQ0717  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 FQ0717  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 FQ0717  HORZ ORDER  -  FIRST
 FQ0717
 FQ0717.The horizontal coordinates were established by classical geodetic methods
 FQ0717.and adjusted by the National Geodetic Survey in August 1993.
 FQ0717
 FQ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0717
 FQ0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0717
 FQ0717.The geoid height was determined by GEOID03.
 FQ0717
 FQ0717;                    North         East     Units Scale Factor Converg.
 FQ0717;SPC AZ E     -   500,379.981   208,607.491   MT  0.99990028   -0 01 49.6
 FQ0717;SPC AZ E     - 1,641,666.60    684,407.78   iFT  0.99990028   -0 01 49.6
 FQ0717;UTM  12      - 3,930,110.869   570,815.925   MT  0.99966180   +0 27 13.1
 FQ0717
 FQ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0717!SPC AZ E     -   0.99968116  x   0.99990028  =   0.99958147
 FQ0717!UTM  12      -   0.99968116  x   0.99966180  =   0.99934306
 FQ0717
 FQ0717|---------------------------------------------------------------------|
 FQ0717| PID    Reference Object                     Distance      Geod. Az  |
 FQ0717|                                                           dddmmss.s |
 FQ0717| CD3475 HA WHI RM 1                          15.556 METERS 11343     |
 FQ0717| CD3476 HA WHI RM 2                           6.187 METERS 19021     |
 FQ0717| CD3474 HA WHI AZ MK                                       2785519.3 |
 FQ0717|---------------------------------------------------------------------|
 FQ0717
 FQ0717                          SUPERSEDED SURVEY CONTROL
 FQ0717
 FQ0717  NAD 83(1986)-  35 30 43.39976(N)    110 13 08.62217(W) AD(       ) 1
 FQ0717  NAD 27      -  35 30 43.36200(N)    110 13 06.16500(W) AD(       ) 1
 FQ0717  NGVD 29 (07/19/86) 2053.4    (m)         6737.     (f) VERT ANG    3  
 FQ0717
 FQ0717.Superseded values are not recommended for survey control.
 FQ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0717.See file dsdata.txt to determine how the superseded data were derived.
 FQ0717
 FQ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE7081630111(NAD 83)
 FQ0717_MARKER: DD = SURVEY DISK
 FQ0717_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0717
 FQ0717  HISTORY     - Date     Condition        Report By
 FQ0717  HISTORY     - 1965     MONUMENTED       USGS
 FQ0717  HISTORY     - 1968     GOOD             CGS
 FQ0717
 FQ0717                          STATION DESCRIPTION
 FQ0717
 FQ0717'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0717'STATION MARK FOUND DESTROYED.  A ALUMINUM TABLET WAS SET AT
 FQ0717'THE POSITION OF THE STATION, CEMENTED INTO A DRILL HOLE IN
 FQ0717'A FRIABLE ROCK OUTCROP AND REINFORCED WITH CEMENT COVER.  THE
 FQ0717'MARK IS A STANDARD TABLET STAMPED HA WHI 2 1965 CEMENTED IN
 FQ0717'DRILL HOLE IN ROCK.
 FQ0717'
 FQ0717'R.M. 1 WAS NOT RECOVERED.
 FQ0717'
 FQ0717'R.M. 2 IS A STANDARD USC AND GS DISK STAMPED HA WHI NO 2 1951
 FQ0717'SET IN TOP OF A 10-INCH SQUARE MONUMENT PROJECTING 4 INCHES,
 FQ0717'20.30 FEET FROM STATION MARK S 10 DEG 22 MIN W.
 FQ0717'
 FQ0717'A WHITE FLAG OVER A RED OVER WHITE CROSS-TARGET ON A POLE
 FQ0717'CENTERED OVER THE STATION MARK.
 FQ0717
 FQ0717                          STATION RECOVERY (1968)
 FQ0717
 FQ0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFF)
 FQ0717'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FQ0717'FOUND IN GOOD CONDITION EXCEPT THE STATION MARK.  THE FORMER
 FQ0717'MARK WAS FOUND REMOVED AND A U.S. GEOLOGICAL SURVEY DISK
 FQ0717'RESET IN ABOUT THE SAME LOCATION AS OUR MEASUREMENT CHECKED
 FQ0717'ABOUT THE SAME.  IT WAS STAMPED HA WHI 2 1965.
 FQ0717'
 FQ0717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FQ0717'AND STATE HIGHWAY 77, ABOUT 3 MILES NORTHEAST OF HOLBROOK,
 FQ0717'GO NORTH ON STATE HIGHWAY 77 FOR 35.5 MILES TO A SIDE ROAD LEFT
 FQ0717'AND A SIGN NA-AH-TEE CANYON TRADING POST 3.  TURN LEFT OFF THE
 FQ0717'HIGHWAY ONTO THE DIRT SIDE ROAD AND GO WESTERLY FOR 3.6
 FQ0717'MILES TO THE TRADING POST.  CONTINUE NORTHWESTERLY AND WEST
 FQ0717'FOR 0.3 MILE, TAKE THE RIGHT FORK AND CONTINUE WESTERLY FOR 4.1
 FQ0717'MILE, TAKE THE RIGHT FORK AND GO WESTERLY FOR 0.1 MILE, TAKE
 FQ0717'THE RIGHT FORK AND GO WESTERLY FOR 0.2 MILE.  TURN RIGHT,
 FQ0717'NORTH AT THE CROSS-ROAD AND FOLLOW THE TRACK ROAD FOR 0.6
 FQ0717'MILE TO A HOGAN.  CONTINUE NORTH, CROSS COUNTRY ALONG THE
 FQ0717'WEST SIDE OF THE STATION HILL FOR 1.4 MILES.  TURN RIGHT
 FQ0717'ONTO A TRACK ROAD AND FOLLOW IT EASTERLY UPHILL TO THE
 FQ0717'HIGHEST PART AT THE EAST END OF THE HILL AND STATION.
 FQ0717'
 FQ0717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 FQ0717'SOUTH OF KEAMS CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0947 ***********************************************************************
 CG0947  DESIGNATION -  HABER
 CG0947  PID         -  CG0947
 CG0947  STATE/COUNTY-  AZ/COCHISE
 CG0947  USGS QUAD   -  HABERSTOCK HILL (1973)
 CG0947
 CG0947                         *CURRENT SURVEY CONTROL
 CG0947  ___________________________________________________________________
 CG0947* NAD 83(1992)-  31 49 00.22047(N)    110 00 33.83320(W)     ADJUSTED  
 CG0947* NAVD 88     -      1539.5    (meters)    5051.     (feet)  VERTCON   
 CG0947  ___________________________________________________________________
 CG0947  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CG0947  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CG0947  HORZ ORDER  -  SECOND
 CG0947
 CG0947.The horizontal coordinates were established by classical geodetic methods
 CG0947.and adjusted by the National Geodetic Survey in August 1993.
 CG0947
 CG0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0947
 CG0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0947
 CG0947.The geoid height was determined by GEOID03.
 CG0947
 CG0947;                    North         East     Units Scale Factor Converg.
 CG0947;SPC AZ E     -    90,557.664   228,248.803   MT  0.99990273   +0 04 58.5
 CG0947;SPC AZ E     -   297,105.20    748,847.78   iFT  0.99990273   +0 04 58.5
 CG0947;UTM  12      - 3,520,548.973   593,755.372   MT  0.99970841   +0 31 20.2
 CG0947
 CG0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0947!SPC AZ E     -   0.99976263  x   0.99990273  =   0.99966538
 CG0947!UTM  12      -   0.99976263  x   0.99970841  =   0.99947111
 CG0947
 CG0947|---------------------------------------------------------------------|
 CG0947| PID    Reference Object                     Distance      Geod. Az  |
 CG0947|                                                           dddmmss.s |
 CG0947| CC6645 HABER RM 2                            9.590 METERS 12953     |
 CG0947| CG0957 TOMBSTONE COURTHOUSE SPIRE          APPROX.12.9 KM 2055910.9 |
 CG0947| CC6643 HABER AZ MK                                        2441157.9 |
 CG0947| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.14.1 KM 2455254.2 |
 CG0947| CC6644 HABER RM 1                            4.830 METERS 35650     |
 CG0947|---------------------------------------------------------------------|
 CG0947
 CG0947                          SUPERSEDED SURVEY CONTROL
 CG0947
 CG0947  NAD 83(1986)-  31 49 00.21696(N)    110 00 33.83019(W) AD(       ) 2
 CG0947  NAD 27      -  31 48 59.90000(N)    110 00 31.55400(W) AD(       ) 2
 CG0947  NGVD 29 (07/19/86) 1538.6    (m)         5048.     (f) VERT ANG    3  
 CG0947
 CG0947.Superseded values are not recommended for survey control.
 CG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0947.See file dsdata.txt to determine how the superseded data were derived.
 CG0947
 CG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9375520549(NAD 83)
 CG0947_MARKER: DS = TRIANGULATION STATION DISK
 CG0947_SETTING: 66 = SET IN ROCK OUTCROP
 CG0947
 CG0947  HISTORY     - Date     Condition        Report By
 CG0947  HISTORY     - 1946     MONUMENTED       CGS
 CG0947  HISTORY     - 1973     GOOD             USGS
 CG0947
 CG0947                          STATION DESCRIPTION
 CG0947
 CG0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0947'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW PROMINENT
 CG0947'HILL WHICH LIES ABOUT 3-1/2 MILES SE OF THE DRAGOON MOUNTAINS
 CG0947'AND ABOUT 3/4 MILE NE OF THE COSTELLO RANCH.  IN APPROXIMATE
 CG0947'AIRLINE DISTANCES, IT IS LOCATED 27 MILES ESE OF ST. DAVID, 12
 CG0947'MILES NE OF FAIRBANK, AND 8 MILES NNE OF TOMBSTONE.
 CG0947'
 CG0947'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, GO W
 CG0947'AND N ON U.S. HIGHWAY 80 FOR 2.0 MILES TO A GRADED DIRT ROAD
 CG0947'COMING INTO THE HIGHWAY, ACROSS A CATTLE GUARD, ON THE RIGHT.
 CG0947'TURN RIGHT HERE, LEAVING THE HIGHWAY AND FOLLOWING THE GRADED
 CG0947'DIRT ROAD FOR 6.9 MILES TO A CATTLE GUARD JUST BEFORE REACHING
 CG0947'A RANCH.  (THE AZIMUTH MARK IS LOCATED IN THE N END OF THIS
 CG0947'CATTLE GUARD.) PASS OVER THE CATTLE GUARD AND TURN RIGHT
 CG0947'THROUGH RANCHYARD AND CORRALS FOR ABOUT 0.1 MILE.  AFTER PASSING
 CG0947'THROUGH CORRAL, TURN PARTLY LEFT OR NE AND DRIVE CROSS COUNTRY
 CG0947'ABOUT 0.5 MILE TO THE BASE OF THE MOUNTAIN AND THE END OF TRUCK
 CG0947'TRAVEL.  FROM HERE PACK TO THE HIGHEST POINT AND THE STATION.
 CG0947'
 CG0947'THE STATION MARK IS A BRONZE STATION DISK, STAMPED HABER 1946,
 CG0947'AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 CG0947'ABOVE THE SURROUNDING SURFACE.
 CG0947'
 CG0947'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED HABER NO 1
 CG0947'1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES
 CG0947'ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME LEVEL AS THE
 CG0947'STATION AND IS LOCATED N OF THE STATION.
 CG0947'
 CG0947'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED HABER NO
 CG0947'2 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES
 CG0947'ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET BELOW THE
 CG0947'STATION AND IS LOCATED SE OF THE STATION.
 CG0947'
 CG0947'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED HABER 1946,
 CG0947'AND SET IN THE NW END OF A CONCRETE CATTLE GUARD.  THE END OF A
 CG0947'CATTLE GUARD PROJECTS ABOUT 9 INCHES ABOVE THE SURROUNDING
 CG0947'SURFACE.  THE MARK IS LOCATED ABOUT 3/4 MILES SW OF THE STATION,
 CG0947'72 FEET SSW OF THE SW CORNER OF THE COSTELLO RANCHYARD, 5 FEET
 CG0947'NW OF THE CENTER OF THE CATTLE GUARD, AND 3 FEET SE OF A 4-INCH
 CG0947'IRON PIPE WHICH IS PART OF THE FENCE.
 CG0947'
 CG0947'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 CG0947
 CG0947                          STATION RECOVERY (1973)
 CG0947
 CG0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CG0947'RECOVERED AS DESCRIBED BY NGS IN 1946.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW9023 ***********************************************************************
 DW9023  DESIGNATION -  HACAWA
 DW9023  PID         -  DW9023
 DW9023  STATE/COUNTY-  AZ/LA PAZ
 DW9023  USGS QUAD   -  MOON MTN NE (1971)
 DW9023
 DW9023                         *CURRENT SURVEY CONTROL
 DW9023  ___________________________________________________________________
 DW9023* NAD 83(1992)-  33 59 30.08710(N)    114 17 03.76093(W)     ADJUSTED  
 DW9023* NAVD 88     -       547.6    (meters)    1797.     (feet)  VERTCON   
 DW9023  ___________________________________________________________________
 DW9023  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DW9023  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DW9023  HORZ ORDER  -  THIRD
 DW9023
 DW9023.The horizontal coordinates were established by classical geodetic methods
 DW9023.and adjusted by the National Geodetic Survey in June 1998.
 DW9023
 DW9023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9023
 DW9023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9023
 DW9023.The geoid height was determined by GEOID03.
 DW9023
 DW9023;                    North         East     Units Scale Factor Converg.
 DW9023;SPC AZ W     -   331,872.049   163,989.814   MT  0.99996337   -0 17 55.5
 DW9023;SPC AZ W     - 1,088,819.06    538,024.32   iFT  0.99996337   -0 17 55.5
 DW9023;UTM  11      - 3,764,559.585   750,841.703   MT  1.00037572   +1 31 08.5
 DW9023
 DW9023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9023!SPC AZ W     -   0.99991897  x   0.99996337  =   0.99988234
 DW9023!UTM  11      -   0.99991897  x   1.00037572  =   1.00029466
 DW9023
 DW9023                          SUPERSEDED SURVEY CONTROL
 DW9023
 DW9023  NAD 83(1992)-  33 59 30.08710(N)    114 17 03.76093(W) AD(       ) 4
 DW9023  NAD 83(1986)-  33 59 30.08700(N)    114 17 03.75878(W) AD(       ) 4
 DW9023  NGVD 29 (04/26/91)  547.0    (m)         1795.     (f) VERT ANG    3  
 DW9023
 DW9023.Superseded values are not recommended for survey control.
 DW9023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9023.See file dsdata.txt to determine how the superseded data were derived.
 DW9023
 DW9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5084264560(NAD 83)
 DW9023_MARKER: 72 = CAIRN
 DW9023_SETTING: 0 = UNSPECIFIED SETTING
 DW9023
 DW9023  HISTORY     - Date     Condition        Report By
 DW9023  HISTORY     - 1948     FIRST OBSERVED   USGS
 DW9023
 DW9023                          STATION DESCRIPTION
 DW9023
 DW9023'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DW9023'NOT OCCUPIED.
 DW9023'
 DW9023'LOCATED ABOUT 9 MI S. OF PARKER, 5 MI E. OF POSTON RELOCATION
 DW9023'CENTER.  ON NORTHERNMOST AND HIGHEST POINT OF HACAWA MTNS.
 DW9023'
 DW9023'STATION MARK--CENTER OF 3-FT CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0910 ***********************************************************************
 ET0910  DESIGNATION -  HACK
 ET0910  PID         -  ET0910
 ET0910  STATE/COUNTY-  AZ/YAVAPAI
 ET0910  USGS QUAD   -  CLEATOR (1974)
 ET0910
 ET0910                         *CURRENT SURVEY CONTROL
 ET0910  ___________________________________________________________________
 ET0910* NAD 83(1992)-  34 20 22.61494(N)    112 08 06.14701(W)     ADJUSTED  
 ET0910* NAVD 88     -      1200.5    (meters)    3939.     (feet)  VERTCON   
 ET0910  ___________________________________________________________________
 ET0910  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 ET0910  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0910  HORZ ORDER  -  SECOND
 ET0910
 ET0910.The horizontal coordinates were established by classical geodetic methods
 ET0910.and adjusted by the National Geodetic Survey in August 1993.
 ET0910
 ET0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0910
 ET0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0910
 ET0910.The geoid height was determined by GEOID03.
 ET0910
 ET0910;                    North         East     Units Scale Factor Converg.
 ET0910;SPC AZ C     -   370,343.660   193,268.182   MT  0.99990497   -0 07 23.5
 ET0910;SPC AZ C     - 1,215,038.25    634,081.96   iFT  0.99990497   -0 07 23.5
 ET0910;UTM  12      - 3,800,396.273   395,597.919   MT  0.99973435   -0 38 25.2
 ET0910
 ET0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0910!SPC AZ C     -   0.99981579  x   0.99990497  =   0.99972078
 ET0910!UTM  12      -   0.99981579  x   0.99973435  =   0.99955019
 ET0910
 ET0910:                Primary Azimuth Mark                     Grid Az
 ET0910:SPC AZ C     -  CORDES JUNCTION                          115 55 50.2
 ET0910:UTM  12      -  CORDES JUNCTION                          116 26 51.9
 ET0910
 ET0910|---------------------------------------------------------------------|
 ET0910| PID    Reference Object                     Distance      Geod. Az  |
 ET0910|                                                           dddmmss.s |
 ET0910| ET0226 CORDES JUNCTION                     APPROX. 1.5 KM 1154826.7 |
 ET0910| CH2407 HACK RM 1                            12.240 METERS 13313     |
 ET0910| CH2408 HACK RM 2                            12.092 METERS 31334     |
 ET0910|---------------------------------------------------------------------|
 ET0910
 ET0910                          SUPERSEDED SURVEY CONTROL
 ET0910
 ET0910  NAD 83(1986)-  34 20 22.61003(N)    112 08 06.14639(W) AD(       ) 2
 ET0910  NAD 27      -  34 20 22.50914(N)    112 08 03.57590(W) AD(       ) 2
 ET0910  NGVD 29 (07/19/86) 1199.8    (m)         3936.     (f) VERT ANG    3  
 ET0910
 ET0910.Superseded values are not recommended for survey control.
 ET0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0910.See file dsdata.txt to determine how the superseded data were derived.
 ET0910
 ET0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9559800396(NAD 83)
 ET0910_MARKER: DD = SURVEY DISK
 ET0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0910+STABILITY: SURFACE MOTION
 ET0910
 ET0910  HISTORY     - Date     Condition        Report By
 ET0910  HISTORY     - 1980     MONUMENTED       AZDT
 ET0910  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0910
 ET0910                          STATION DESCRIPTION
 ET0910
 ET0910'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0910'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF CORDES JUNCTION ALONG
 ET0910'THE SOUTH SIDE OF ARIZONA HIGHWAY 69.
 ET0910'
 ET0910'THE STATION MARK IS AN ADOT DISK STAMPED HACK 1980.  IT IS SET IN TOP
 ET0910'OF A 10 INCH CONCRETE MONUMENT.  IT IS 96 FEET SOUTH OF THE CENTERLINE
 ET0910'OF THE HIGHWAY, 3 FEET NORTHEAST OF THE WITNESS POST AT MILEPOST 263.6
 ET0910'
 ET0910'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, HACK RM 1 1980.  IT IS SET
 ET0910'IN TOP OF A CONCRETE MONUMENT 96 FEET SOUTH OF THE CENTERLINE OF THE
 ET0910'HIGHWAY.
 ET0910'
 ET0910'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, HACK RM 2 1980.  IT IS SET
 ET0910'IN TOP OF A CONCRETE MONUMENT 96 FEET SOUTH OF THE CENTERLINE OF THE
 ET0910'HIGHWAY.
 ET0910'
 ET0910'TO REACH THE STATION FROM THE POST OFFICE IN MAYER, TRAVEL EAST ALONG
 ET0910'CENTRAL AVE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT ALONG 69
 ET0910'AND TRAVEL SOUTHEAST FOR 7.2 MILES TO THE STATION ON THE RIGHT, ON TOP
 ET0910'OF A 12 FOOT HIGHWAY CUT.
 ET0910
 ET0910                          STATION RECOVERY (2004)
 ET0910
 ET0910'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0910'MARK NOT FOUND. NOR WAS MARK 1 AND MARK 2 FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0988 ***********************************************************************
 ES0988  DESIGNATION -  HACKBERRY
 ES0988  PID         -  ES0988
 ES0988  STATE/COUNTY-  AZ/YAVAPAI
 ES0988  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0988
 ES0988                         *CURRENT SURVEY CONTROL
 ES0988  ___________________________________________________________________
 ES0988* NAD 83(1992)-  34 25 25.05025(N)    111 42 39.22763(W)     ADJUSTED  
 ES0988* NAVD 88     -      1778.9    (meters)    5836.     (feet)  VERTCON   
 ES0988  ___________________________________________________________________
 ES0988  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 ES0988  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0988  HORZ ORDER  -  FIRST
 ES0988
 ES0988.The horizontal coordinates were established by classical geodetic methods
 ES0988.and adjusted by the National Geodetic Survey in August 1993.
 ES0988
 ES0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0988
 ES0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0988
 ES0988.The geoid height was determined by GEOID03.
 ES0988
 ES0988;                    North         East     Units Scale Factor Converg.
 ES0988;SPC AZ C     -   379,659.477   232,273.263   MT  0.99990441   +0 06 58.8
 ES0988;SPC AZ C     - 1,245,601.96    762,051.39   iFT  0.99990441   +0 06 58.8
 ES0988;UTM  12      - 3,809,357.403   434,677.319   MT  0.99965260   -0 24 06.8
 ES0988
 ES0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0988!SPC AZ C     -   0.99972489  x   0.99990441  =   0.99962933
 ES0988!UTM  12      -   0.99972489  x   0.99965260  =   0.99937759
 ES0988
 ES0988|---------------------------------------------------------------------|
 ES0988| PID    Reference Object                     Distance      Geod. Az  |
 ES0988|                                                           dddmmss.s |
 ES0988| CH2410 HACKBERRY RM 1                        3.648 METERS 05217     |
 ES0988| CH2409 HACKBERRY AZ MK                                    0894623.3 |
 ES0988| CH2411 HACKBERRY RM 2                        5.838 METERS 18807     |
 ES0988|---------------------------------------------------------------------|
 ES0988
 ES0988                          SUPERSEDED SURVEY CONTROL
 ES0988
 ES0988  NAD 83(1986)-  34 25 25.04421(N)    111 42 39.22683(W) AD(       ) 1
 ES0988  NAD 27      -  34 25 24.94700(N)    111 42 36.69300(W) AD(       ) 1
 ES0988  NGVD 29 (07/19/86) 1778.2    (m)         5834.     (f) VERT ANG    3  
 ES0988
 ES0988.Superseded values are not recommended for survey control.
 ES0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0988.See file dsdata.txt to determine how the superseded data were derived.
 ES0988
 ES0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3467709357(NAD 83)
 ES0988_MARKER: DS = TRIANGULATION STATION DISK
 ES0988_SETTING: 80 = SET IN A BOULDER
 ES0988_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0988+STABILITY: SURFACE MOTION
 ES0988
 ES0988  HISTORY     - Date     Condition        Report By
 ES0988  HISTORY     - 1946     MONUMENTED       CGS
 ES0988  HISTORY     - 1959     GOOD             CGS
 ES0988  HISTORY     - 1966     GOOD             USGS
 ES0988
 ES0988                          STATION DESCRIPTION
 ES0988
 ES0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0988'THE STATION IS LOCATED ON WHAT IS KNOWN AS HACKBERRY MOUNTAIN
 ES0988'ABOUT 13 MILES SSE OF CAMP VERDE AND ABOUT 5 MILES NORTH OF
 ES0988'VERDE HOT SPRINGS, APPROX. 4 MILES EAST OF THE VERDE RIVER AND
 ES0988'ABOUT 1-1/2 MILES WEST OF THE PINE TO CAMP VERDE ROAD.
 ES0988'
 ES0988'TO REACH THE STATION FROM THE POST OFFICE IN PINE, ARIZONA, GO
 ES0988'NORTHERLY ON THE MAIN ROAD FOR 3.3 MILES TO A FORK, TAKE LEFT
 ES0988'FORK AS PER SIGN PRESCOTT 97 AND FOLLOW THE MAIN TRAVELED ROAD
 ES0988'FOR 11.2 MILES TO A BRIDGE ACROSS FOSSIL CREEK, CROSS BRIDGE AND
 ES0988'CONTINUE ON MAIN ROAD FOR 1.35 MILES TO A SIDE ROAD LEFT WHICH
 ES0988'LEADS TO VERDE HOT SPRINGS, KEEP RIGHT AND CONTINUE ON MAIN ROAD
 ES0988'FOR 3.75 MILES TO THE AZIMUTH MARK ON THE RIGHT OR EAST SIDE OF
 ES0988'ROAD, CONTINUE ON MAIN ROAD FOR 0.05 MILE TO A CATTLE GUARD,
 ES0988'THENCE CONTINUE ON ROAD FOR 1.7 MILES TO A RANCH ROAD LEFT,
 ES0988'TURN LEFT AND GO 0.2 MILE TO A RANCH HOUSE OWNED BY MR. HANK
 ES0988'WINGFIELD.  FROM HERE, PACK ACROSS THE FOOT BRIDGE, THENCE WEST
 ES0988'AND SOUTHWEST UP THE RIDGE TO THE HIGHEST POINT AND STATION.
 ES0988'ESTIMATED TIME OF PACK IS 1-3/4 HOURS.
 ES0988'
 ES0988'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--HACKBERRY
 ES0988'1946, AND IS CEMENTED INTO A DRILL HOLE IN A LARGE BOULDER, TOP
 ES0988'OF WHICH IS 2 INCHES ABOVE THE SURROUNDING SURFACE.  THIS MARK
 ES0988'IS ON THE HIGHEST POINT OF HACKBERRY MOUNTAIN.  A ROCK CAIRN IS
 ES0988'LOCATED ON ANOTHER POINT OF THIS MOUNTAIN APPROX. 200 METERS ENE
 ES0988'OF STATION AND 40 FT. BELOW STATION.
 ES0988'
 ES0988'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--
 ES0988'HACKBERRY NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A
 ES0988'BOULDER, TOP OF WHICH IS 3 FEET ABOVE THE SURROUNDING SURFACE.
 ES0988'THIS MARK IS NE OF STATION AND APPROX. 2 FT. ABOVE STATION.
 ES0988'
 ES0988'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--
 ES0988'HACKBERRY NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A
 ES0988'BOULDER, TOP OF WHICH IS FLUSH WITH THE GROUND.  THIS MARK IS
 ES0988'SOUTH OF AND 18 INCHES BELOW STATION.
 ES0988'
 ES0988'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--HACKBERRY 1946,
 ES0988'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF WHICH
 ES0988'IS 12 INCHES ABOVE THE SURROUNDING SURFACE.  THIS MARK IS APPROX.
 ES0988'2 MILES EAST OF STATION, 10.2 METERS EAST OF CENTER LINE OF ROAD,
 ES0988'1 METER SSW OF WITNESS POST, AND APPROX. 8 FEET ABOVE LEVEL OF
 ES0988'ROAD.
 ES0988'
 ES0988'WHEN ESTABLISHING THIS STATION, AN OLD USC AND GS STANDARD
 ES0988'TRIANGULATION DISK WAS FOUND IN THE VICINITY, UNSTAMPED AND
 ES0988'SETTING LOOSE IN A DRILL HOLE IN A BOULDER.  THIS OLD TRIANGULATION
 ES0988'DISK WAS REMOVED AND REFERENCE MARK NO. 1 WAS CEMENTED IN ITS
 ES0988'PLACE AS DESCRIBED ABOVE.  THE NEW STATION MARK WAS ESTABLISHED
 ES0988'IN A MORE DESIRABLE LOCATION AS DESCRIBED ABOVE.
 ES0988
 ES0988                          STATION RECOVERY (1959)
 ES0988
 ES0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0988'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 ES0988'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 ES0988'GOOD CONDITION.
 ES0988'
 ES0988'THE 1946 TO REACH IS ADEQUATE.
 ES0988
 ES0988                          STATION RECOVERY (1966)
 ES0988
 ES0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0988'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0335 ***********************************************************************
 GQ0335  DESIGNATION -  HACKS
 GQ0335  PID         -  GQ0335
 GQ0335  STATE/COUNTY-  AZ/MOHAVE
 GQ0335  USGS QUAD   -  SUNSHINE RIDGE (1988)
 GQ0335
 GQ0335                         *CURRENT SURVEY CONTROL
 GQ0335  ___________________________________________________________________
 GQ0335* NAD 83(1992)-  36 40 34.41550(N)    112 48 41.51833(W)     ADJUSTED  
 GQ0335* NAVD 88     -      1573.30   (+/-2cm)    5161.7    (feet)  VERTCON   
 GQ0335  ___________________________________________________________________
 GQ0335  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GQ0335  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 GQ0335  HORZ ORDER  -  SECOND
 GQ0335  VERT ORDER  -  THIRD ? (See Below)
 GQ0335
 GQ0335.The horizontal coordinates were established by classical geodetic methods
 GQ0335.and adjusted by the National Geodetic Survey in August 1993.
 GQ0335
 GQ0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0335.The vertical order pertains to the NGVD 29 superseded value.
 GQ0335
 GQ0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0335
 GQ0335.The geoid height was determined by GEOID03.
 GQ0335
 GQ0335;                    North         East     Units Scale Factor Converg.
 GQ0335;SPC AZ W     -   629,974.387   297,242.871   MT  1.00001999   +0 33 38.1
 GQ0335;SPC AZ W     - 2,066,845.10    975,206.27   iFT  1.00001999   +0 33 38.1
 GQ0335;UTM  12      - 4,060,484.852   338,128.293   MT  0.99992282   -1 04 56.1
 GQ0335
 GQ0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0335!SPC AZ W     -   0.99975674  x   1.00001999  =   0.99977673
 GQ0335!UTM  12      -   0.99975674  x   0.99992282  =   0.99967958
 GQ0335
 GQ0335:                Primary Azimuth Mark                     Grid Az
 GQ0335:SPC AZ W     -  HACKS AZ MK                              016 15 42.7
 GQ0335:UTM  12      -  HACKS AZ MK                              017 54 16.9
 GQ0335
 GQ0335|---------------------------------------------------------------------|
 GQ0335| PID    Reference Object                     Distance      Geod. Az  |
 GQ0335|                                                           dddmmss.s |
 GQ0335| CH2412 HACKS AZ MK                                        0164920.8 |
 GQ0335| CH2414 HACKS RM 2                            9.595 METERS 03337     |
 GQ0335| CH2413 HACKS RM 1                           23.598 METERS 29851     |
 GQ0335|---------------------------------------------------------------------|
 GQ0335
 GQ0335                          SUPERSEDED SURVEY CONTROL
 GQ0335
 GQ0335  NAD 83(1986)-  36 40 34.41103(N)    112 48 41.51616(W) AD(       ) 2
 GQ0335  NAD 27      -  36 40 34.46300(N)    112 48 38.79500(W) AD(       ) 2
 GQ0335  NGVD 29 (07/19/86) 1572.42   (m)         5158.8    (f) LEVELING    3  
 GQ0335
 GQ0335.Superseded values are not recommended for survey control.
 GQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0335.See file dsdata.txt to determine how the superseded data were derived.
 GQ0335
 GQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3812860485(NAD 83)
 GQ0335_MARKER: DS = TRIANGULATION STATION DISK
 GQ0335_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0335
 GQ0335  HISTORY     - Date     Condition        Report By
 GQ0335  HISTORY     - 1933     MONUMENTED       USGS
 GQ0335  HISTORY     - 1953     GOOD             USGS
 GQ0335
 GQ0335                          STATION DESCRIPTION
 GQ0335
 GQ0335'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0335'LOCATED 27.5 MI S. AND 17 MI W. OF FREDONIA, ABOUT 0.5 MI S. OF
 GQ0335'RD. IN GAP.  IN SE. QUARTER OF SEC 22 T38N R5W, ON HIGHEST GROUND
 GQ0335'IN VICINITY, ON LOW RIDGE.
 GQ0335'
 GQ0335'TO REACH FROM FREDONIA-HURRICANE RD., GO 8.5 MI W. TO T-RD. SW.
 GQ0335'GO 20 MI S. AND SW. ON RD. WHICH LEADS TO HEATON KNOLLS, TOROWEAP
 GQ0335'AND KANAB POINT (RD. TURNS W. THROUGH GAP IN LOW RANGE).  TURN S.
 GQ0335'UP RAVINE WHICH ENTERS GAP SLIGHTLY ON WEST SLOPE.  GO ABOUT 0.5
 GQ0335'MI S. TO HEAD OF RAVINE AND TURN RIGHT TO STATION.  TRUCK CAN BE
 GQ0335'TAKEN TO STATION.
 GQ0335'
 GQ0335'STATION MARK--STANDARD BRONZE TABLET STAMPED---HACKS 1933---, IN
 GQ0335'CAIRN.
 GQ0335'
 GQ0335'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK
 GQ0335'OUTCROP.
 GQ0335'
 GQ0335'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK
 GQ0335'OUTCROP.
 GQ0335
 GQ0335                          STATION RECOVERY (1953)
 GQ0335
 GQ0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0335'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF FREDONIA,
 GQ0335'ABOUT 22 MILES NORTHWEST OF THE NORTHERNMOST POINT OF THE
 GQ0335'GRAND CANYON, ABOUT 16 MILES SOUTH OF THE VILLAGE OF MOCCASIN,
 GQ0335'ABOUT 10 MILES WEST OF KANAB CANYON, ON THE NORTH END OF A
 GQ0335'PROMINENT NORTH-SOUTH RIDGE WHICH IS BARE OF TIMBER AND COVERED
 GQ0335'WITH GRASS.
 GQ0335'
 GQ0335'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 89 AND THE GRAVEL
 GQ0335'ROAD, WEST TOWARD PIPE SPRINGS, IN FREDONIA BY DRIVING WEST
 GQ0335'ALONG THE GRAVEL ROAD FOR 8.4 MILES TO A FORK AND SIGNS JUST
 GQ0335'BEFORE REACHING ANOTHER PROMINENT FORK.  TURN LEFT (SOUTH)
 GQ0335'AS PER SIGN GRAND CANYON NATIONAL MONUMENT AND GO 15.1 MILES
 GQ0335'TO A FORK.  TAKE THE RIGHT FORK, THE MAIN TRAVELED ROAD, AND
 GQ0335'CONTINUE FOR 2.25 MILES TO THE TOP OF A RISE AND THE AZIMUTH
 GQ0335'MARK AS DESCRIBED BELOW.  CONTINUE DOWN GRADE FOR 0.15 MILE TO
 GQ0335'A REVERSE Y FORK IN THE DRAW JUST AFTER CROSSING A STONE
 GQ0335'CULVERT.  TURN SHARP LEFT, UP THE DRAW, AND FOLLOW A DIM TRACK
 GQ0335'ROAD FOR 0.4 MILE, THENCE BEAR RIGHT, WESTERLY, FOR 0.3 MILE
 GQ0335'TO THE HIGHEST POINT ON THE RIDGE AND THE STATION.  A
 GQ0335'DRIVE STATION.
 GQ0335'
 GQ0335'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 GQ0335'IS LOCATED ON THE HIGHEST POINT OF RIDGE, ABOUT 50 YARDS NORTH
 GQ0335'OF A DEEP CUT IN THE WEST SIDE OF RIDGE, AND 9 FEET WEST-SOUTHWEST
 GQ0335'OF A 4X4-INCH WITNESS POST.  THE MARK IS STAMPED HACKS 1933
 GQ0335'AND ELEVATION IN FEET IS BELIEVED TO BE STAMPED 5160 FOR IT
 GQ0335'IS SO DIM THAT A POSITIVE STATEMENT CANNOT BE MADE.  THE MARK
 GQ0335'IS SET IN THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 4 INCHES
 GQ0335'ABOVE THE SURFACE.
 GQ0335'
 GQ0335'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0335'STAMPED NO 1, IS ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0335'IT IS SET IN THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 4 INCHES
 GQ0335'ABOVE THE GROUND.  IT IS ON A ROCKY POINT OF THE RIDGE.
 GQ0335'
 GQ0335'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 GQ0335'STAMPED NO 2, IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 GQ0335'IS SET IN THE TOP OF A BOULDER THAT IS FLUSH WITH THE GROUND
 GQ0335'SURFACE.
 GQ0335'
 GQ0335'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO THE STATION,
 GQ0335'ABOUT 40 YARDS NORTHWEST OF A RISE OVER WHICH THE ROAD PASSES,
 GQ0335'70 FEET NORTH NORTHEAST OF THE NORTH EDGE OF ROAD AND 65 FEET
 GQ0335'NORTH NORTHEAST OF A 4X4-INCH WITNESS POST.  IT IS A STANDARD
 GQ0335'DISK, STAMPED HACKS USGS 1953, SET ON TOP OF A VERTICAL RIM
 GQ0335'ROCK THAT SLOPES GENTLY TO THE NORTH AND DROPS ABOUT 6 FEET
 GQ0335'TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0379 ***********************************************************************
 CY0379  DESIGNATION -  HADO
 CY0379  PID         -  CY0379
 CY0379  STATE/COUNTY-  AZ/COCHISE
 CY0379  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0379
 CY0379                         *CURRENT SURVEY CONTROL
 CY0379  ___________________________________________________________________
 CY0379* NAD 83(1992)-  32 11 10.14975(N)    109 52 31.91287(W)     ADJUSTED  
 CY0379* NAVD 88     -      1266.055  (meters)    4153.72   (feet)  ADJUSTED  
 CY0379  ___________________________________________________________________
 CY0379  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CY0379  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0379  DYNAMIC HT  -        1264.142 (meters)    4147.44  (feet)  COMP
 CY0379  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 CY0379
 CY0379  HORZ ORDER  -  FIRST
 CY0379  VERT ORDER  -  FIRST     CLASS II
 CY0379
 CY0379.The horizontal coordinates were established by classical geodetic methods
 CY0379.and adjusted by the National Geodetic Survey in August 1993.
 CY0379
 CY0379.The orthometric height was determined by differential leveling
 CY0379.and adjusted in June 1991.
 CY0379
 CY0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0379
 CY0379.The geoid height was determined by GEOID03.
 CY0379
 CY0379.The dynamic height is computed by dividing the NAVD 88
 CY0379.geopotential number by the normal gravity value computed on the
 CY0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0379.degrees latitude (g = 980.6199 gals.).
 CY0379
 CY0379.The modeled gravity was interpolated from observed gravity values.
 CY0379
 CY0379;                    North         East     Units Scale Factor Converg.
 CY0379;SPC AZ E     -   131,544.294   240,811.870   MT  0.99990929   +0 09 18.3
 CY0379;SPC AZ E     -   431,575.77    790,065.19   iFT  0.99990929   +0 09 18.3
 CY0379;UTM  12      - 3,561,623.727   605,999.889   MT  0.99973856   +0 35 56.5
 CY0379
 CY0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0379!SPC AZ E     -   0.99980552  x   0.99990929  =   0.99971483
 CY0379!UTM  12      -   0.99980552  x   0.99973856  =   0.99954413
 CY0379
 CY0379:                Primary Azimuth Mark                     Grid Az
 CY0379:SPC AZ E     -  WILLCOX STANDPIPE                        029 15 39.3
 CY0379:UTM  12      -  WILLCOX STANDPIPE                        028 49 01.1
 CY0379
 CY0379|---------------------------------------------------------------------|
 CY0379| PID    Reference Object                     Distance      Geod. Az  |
 CY0379|                                                           dddmmss.s |
 CY0379| CY1201 WILLCOX STANDPIPE                   APPROX. 8.8 KM 0292457.6 |
 CY0379| CC6646 HADO AZ MK                                         2071706.5 |
 CY0379| CY0381 HADO RM 2                             9.694 METERS 25453     |
 CY0379| CY0380 HADO RM 1                            11.996 METERS 35506     |
 CY0379|---------------------------------------------------------------------|
 CY0379
 CY0379                          SUPERSEDED SURVEY CONTROL
 CY0379
 CY0379  NAD 83(1986)-  32 11 10.14331(N)    109 52 31.90960(W) AD(       ) 1
 CY0379  NAD 27      -  32 11 09.86900(N)    109 52 29.66500(W) AD(       ) 1
 CY0379  NGVD 29 (??/??/92) 1265.284  (m)         4151.19   (f) ADJ UNCH    1 2
 CY0379
 CY0379.Superseded values are not recommended for survey control.
 CY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0379.See file dsdata.txt to determine how the superseded data were derived.
 CY0379
 CY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0600061624(NAD 83)
 CY0379_MARKER: DB = BENCH MARK DISK
 CY0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0379_STAMPING: HADO 1945
 CY0379_MARK LOGO: CGS   
 CY0379_PROJECTION: PROJECTING 14 CENTIMETERS
 CY0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0379+STABILITY: SURFACE MOTION
 CY0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0379+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 CY0379
 CY0379  HISTORY     - Date     Condition        Report By
 CY0379  HISTORY     - 1945     MONUMENTED       CGS
 CY0379  HISTORY     - 1952     GOOD             CGS
 CY0379  HISTORY     - 1952     GOOD             CGS
 CY0379  HISTORY     - 1960     GOOD             CGS
 CY0379  HISTORY     - 1979     GOOD             NGS
 CY0379  HISTORY     - 20030616 GOOD             NGS
 CY0379
 CY0379                          STATION DESCRIPTION
 CY0379
 CY0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0379'STATION IS LOCATED ON THE NW SIDE OF THE SOUTHERN PACIFIC CO.
 CY0379'RAILROAD TRACKS AT THE FLAG STOP OF HADO WHICH IS ABOUT 5-1/2
 CY0379'MILES SSW OF WILLCOX.
 CY0379'
 CY0379'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO SW
 CY0379'ON STATE HIGHWAY 86 FOR 0.65 MILE TO A GRAVEL ROAD FORK TO THE
 CY0379'LEFT JUST AFTER PASSING THE TRIANGLE INN COURT.  TURN LEFT OFF
 CY0379'THE HIGHWAY FOR 0.15 MILE TO THE RAILROAD TRACKS, THENCE BARE
 CY0379'TO THE RIGHT ALONG THE RIGHT SIDE OF THE TRACKS FOR 4.5 MILES
 CY0379'TO THE STATION ON THE LEFT, BETWEEN THE FENCE AND THE TRACKS.
 CY0379'
 CY0379'STATION MARK IS A BRONZE STATION DISK STAMPED---HADO 1945---, AND
 CY0379'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 CY0379'ABOVE THE GROUND.  IT IS LOCATED 70 FEET SE OF THE GRAVEL ROAD,
 CY0379'63.6 FEET NW OF THE NW RAIL OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY0379'TRACKS, 112.3 FEET NNW OF RAILROAD SIGNPOST HADO, 38.1 FEET
 CY0379'WNW OF A 4- BY 4-INCH WHITE WITNESS POST NAILED TO A TELEGRAPH
 CY0379'POLE, AND 21 FEET SE OF A FENCE LINE PARALLEL TO THE TRACKS.
 CY0379'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CY0379'
 CY0379'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK
 CY0379'STAMPED---HADO NO 1 1945---, AND
 CY0379'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY0379'4 INCHES ABOVE THE GROUND.  IT IS LOCATED N OF THE STATION, ABOUT
 CY0379'1 FOOT LOWER, AND 1-1/2 FEET NW OF THE FENCE LINE.
 CY0379'
 CY0379'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK
 CY0379'STAMPED---HADO NO 2 1945---, AND
 CY0379'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CY0379'4 INCHES ABOVE THE GROUND.  IT IS LOCATED WSW OF THE STATION,
 CY0379'ABOUT 2 FEET LOWER, AND 1-1/2 FEET NW OF THE FENCE LINE.
 CY0379'
 CY0379'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED---HADO 1945---, AND
 CY0379'IS SET IN A DRILL HOLE IN THE NE END OF THE CONCRETE FOUNDATION
 CY0379'OF RAILROAD BLOCK SIGNAL 10692.  IT IS SSW OF THE STATION AND
 CY0379'7.6 FEET SE OF THE SE RAIL OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY0379'TRACKS.
 CY0379
 CY0379                          STATION RECOVERY (1952)
 CY0379
 CY0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CY0379'THE STATION IS LOCATED 5.3 MILES SOUTHWEST ALONG THE SOUTHERN
 CY0379'PACIFIC COMPANY RAILROAD FROM THE STATION AT WILLCOX, 0.5 MILE
 CY0379'SOUTHWEST OF MILEPOLE NUMBER 1070, 69-1/2 FEET SOUTHEAST OF THE
 CY0379'CENTER LINE OF THE ROAD, 76 FEET NORTHWEST OF THE NORTHWEST
 CY0379'RAIL, 38.2 FEET WEST OF A POWER POLE WITH A WITNESS POST NAILED
 CY0379'TO IT, 39.6 FEET SOUTH OF R.M. NO. 1 AND 32.3 FEET NORTHEAST
 CY0379'OF R.M. NO. 2, 23 FEET NORTHEAST OF A WITNESS POST, THE STATION
 CY0379'PROJECTING 0.3 FOOT ABOVE THE GROUND.  BOTH R.M.S WERE ALSO
 CY0379'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CY0379
 CY0379                          STATION RECOVERY (1952)
 CY0379
 CY0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CY0379'5.3 MI SW FROM WILLCOX.
 CY0379'5.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0379'THE STATION AT WILLCOX, 0.5 MILE SOUTHWEST OF MILEPOLE NUMBER 1070, 69
 CY0379'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 76 1/2 FEET
 CY0379'NORTHWEST OF THE NORTHWEST RAIL, 38.2 FEET WEST OF A POWER POLE, 39.6
 CY0379'FEET SOUTH OF R.M. 1, 32.3 FEET NORTHEAST OF R.M. 2, 2.3 FEET
 CY0379'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 CY0379'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CY0379
 CY0379                          STATION RECOVERY (1960)
 CY0379
 CY0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0379'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 CY0379'GOOD CONDITION.
 CY0379
 CY0379                          STATION RECOVERY (1979)
 CY0379
 CY0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0379'8.3 KILOMETERS (5.15 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0379'RAILROAD FROM THE STATION IN WILLCOX, 0.7 KILOMETER (0.45 MILE)
 CY0379'SOUTHWEST OF MILE POST 1070, 23.4 METERS (76.8 FEET) NORTHWEST OF THE
 CY0379'NORTHWEST RAIL AND 22.5 METERS (70.5 FEET) SOUTHEAST OF THE
 CY0379'CENTERLINE OF A GRADED ROAD.
 CY0379'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CY0379'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 CY0379
 CY0379                          STATION RECOVERY (2003)
 CY0379
 CY0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY0379'RR IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0380 ***********************************************************************
 CY0380  DESIGNATION -  HADO RM 1
 CY0380  PID         -  CY0380
 CY0380  STATE/COUNTY-  AZ/COCHISE
 CY0380  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0380
 CY0380                         *CURRENT SURVEY CONTROL
 CY0380  ___________________________________________________________________
 CY0380* NAD 83(1986)-  32 11 09.     (N)    109 52 31.     (W)     SCALED    
 CY0380* NAVD 88     -      1265.702  (meters)    4152.56   (feet)  ADJUSTED  
 CY0380  ___________________________________________________________________
 CY0380  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0380  DYNAMIC HT  -        1263.790 (meters)    4146.28  (feet)  COMP
 CY0380  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 CY0380
 CY0380  VERT ORDER  -  FIRST     CLASS II
 CY0380
 CY0380.The horizontal coordinates were scaled from a topographic map and have
 CY0380.an estimated accuracy of +/- 6 seconds.
 CY0380
 CY0380.The orthometric height was determined by differential leveling
 CY0380.and adjusted in June 1991.
 CY0380
 CY0380.The geoid height was determined by GEOID03.
 CY0380
 CY0380.The dynamic height is computed by dividing the NAVD 88
 CY0380.geopotential number by the normal gravity value computed on the
 CY0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0380.degrees latitude (g = 980.6199 gals.).
 CY0380
 CY0380.The modeled gravity was interpolated from observed gravity values.
 CY0380
 CY0380;                    North         East    Units  Estimated Accuracy
 CY0380;SPC AZ E     -   131,510.      240,840.      MT  (+/- 180 meters Scaled)
 CY0380
 CY0380                          SUPERSEDED SURVEY CONTROL
 CY0380
 CY0380  NGVD 29 (??/??/92) 1264.928  (m)         4150.02   (f) ADJ UNCH    1 2
 CY0380
 CY0380.Superseded values are not recommended for survey control.
 CY0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0380.See file dsdata.txt to determine how the superseded data were derived.
 CY0380
 CY0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA060615(NAD 83)
 CY0380_MARKER: DR = REFERENCE MARK DISK
 CY0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0380_STAMPING: HADO R.M. NO. 1 1945
 CY0380_PROJECTION: FLUSH
 CY0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0380+STABILITY: SURFACE MOTION
 CY0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0380+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 CY0380
 CY0380  HISTORY     - Date     Condition        Report By
 CY0380  HISTORY     - 1945     MONUMENTED       CGS
 CY0380  HISTORY     - 1952     GOOD             NGS
 CY0380  HISTORY     - 1979     GOOD             NGS
 CY0380  HISTORY     - 20030616 GOOD             NGS
 CY0380
 CY0380                          STATION DESCRIPTION
 CY0380
 CY0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0380'5.3 MI SW FROM WILLCOX.
 CY0380'5.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0380'THE STATION AT WILLCOX, 0.5 MILE SOUTHWEST OF MILEPOLE NUMBER 1070, 99
 CY0380'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 49.0 FEET SOUTHEAST OF THE
 CY0380'CENTER LINE OF THE ROAD, 39.6 FEET NORTH OF HADO TRIANGULATION
 CY0380'STATION, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT 1.0 FOOT LOWER THAN
 CY0380'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CY0380'ABOVE THE GROUND.
 CY0380
 CY0380                          STATION RECOVERY (1979)
 CY0380
 CY0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0380'8.3 KILOMETERS (5.15 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0380'RAILROAD FROM THE STATION IN WILLCOX, 30.3 METERS (99 FEET) NORTHWEST
 CY0380'OF THE NORTHWEST RAIL, 14.8 METERS (48.5 FEET) SOUTHWEST OF AN
 CY0380'UNDERGROUND CABLE WARNING SIGN, 14.6 METERS (48 FEET) SOUTHEAST OF
 CY0380'THE CENTERLINE OF A GRADED ROAD AND 12 METERS (39 FEET) NORTH OF
 CY0380'STATION HADO.
 CY0380'THE MARK IS 11.6 METERS  N FROM A WITNESS POST.
 CY0380'THE MARK IS 0.3 M BELOW THE RAILS.
 CY0380
 CY0380                          STATION RECOVERY (2003)
 CY0380
 CY0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY0380'RR IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0381 ***********************************************************************
 CY0381  DESIGNATION -  HADO RM 2
 CY0381  PID         -  CY0381
 CY0381  STATE/COUNTY-  AZ/COCHISE
 CY0381  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0381
 CY0381                         *CURRENT SURVEY CONTROL
 CY0381  ___________________________________________________________________
 CY0381* NAD 83(1986)-  32 11 09.     (N)    109 52 31.     (W)     SCALED    
 CY0381* NAVD 88     -      1265.524  (meters)    4151.97   (feet)  ADJUSTED  
 CY0381  ___________________________________________________________________
 CY0381  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0381  DYNAMIC HT  -        1263.612 (meters)    4145.70  (feet)  COMP
 CY0381  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 CY0381
 CY0381  VERT ORDER  -  FIRST     CLASS II
 CY0381
 CY0381.The horizontal coordinates were scaled from a topographic map and have
 CY0381.an estimated accuracy of +/- 6 seconds.
 CY0381
 CY0381.The orthometric height was determined by differential leveling
 CY0381.and adjusted in June 1991.
 CY0381
 CY0381.The geoid height was determined by GEOID03.
 CY0381
 CY0381.The dynamic height is computed by dividing the NAVD 88
 CY0381.geopotential number by the normal gravity value computed on the
 CY0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0381.degrees latitude (g = 980.6199 gals.).
 CY0381
 CY0381.The modeled gravity was interpolated from observed gravity values.
 CY0381
 CY0381;                    North         East    Units  Estimated Accuracy
 CY0381;SPC AZ E     -   131,510.      240,840.      MT  (+/- 180 meters Scaled)
 CY0381
 CY0381                          SUPERSEDED SURVEY CONTROL
 CY0381
 CY0381  NGVD 29 (??/??/92) 1264.751  (m)         4149.44   (f) ADJ UNCH    1 2
 CY0381
 CY0381.Superseded values are not recommended for survey control.
 CY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0381.See file dsdata.txt to determine how the superseded data were derived.
 CY0381
 CY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA060615(NAD 83)
 CY0381_MARKER: DR = REFERENCE MARK DISK
 CY0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0381_STAMPING: HADO NO. 2 1945
 CY0381_PROJECTION: PROJECTING 9 CENTIMETERS
 CY0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0381+STABILITY: SURFACE MOTION
 CY0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0381+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 CY0381
 CY0381  HISTORY     - Date     Condition        Report By
 CY0381  HISTORY     - 1945     MONUMENTED       CGS
 CY0381  HISTORY     - 1952     GOOD             NGS
 CY0381  HISTORY     - 1979     GOOD             NGS
 CY0381  HISTORY     - 20030616 GOOD             NGS
 CY0381
 CY0381                          STATION DESCRIPTION
 CY0381
 CY0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0381'5.3 MI SW FROM WILLCOX.
 CY0381'5.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0381'THE STATION AT WILLCOX, 5.5 MILES NORTHEAST OF COCHISE, 0.5 MILE
 CY0381'SOUTHWEST OF MILEPOLE NUMBER 1070, 99.4 FEET NORTHWEST OF THE
 CY0381'NORTHWEST RAIL, 32.3 FEET SOUTHWEST OF HADO TRIANGULATION STATION, 48
 CY0381'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTHEAST
 CY0381'OF A WITNESS POST, ABOUT 1.0 FOOT LOWER THAN THE TRACK, AND SET IN THE
 CY0381'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0381
 CY0381                          STATION RECOVERY (1979)
 CY0381
 CY0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0381'8.3 KILOMETERS (5.15 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0381'RAILROAD FROM THE STATION IN WILLCOX, 0.5 KILOMETER (0.3 MILE)
 CY0381'NORTHEAST OF A RAILROAD SIGNAL BOX, 30.3 METERS (99 FEET) NORTHWEST
 CY0381'OF THE NORTHWEST RAIL, 29.6 METERS (97 FEET) SOUTHEAST OF THE
 CY0381'NORTHWEST RIGHT-OF-WAY FENCE, 14.6 METERS (48 FEET) SOUTHEAST OF
 CY0381'THE CENTERLINE OF A GRADED ROAD AND 9.7 METERS (32 FEET) WEST OF
 CY0381'STATION HADO.
 CY0381'THE MARK IS 10.3 METERS  W FROM A WITNESS POST.
 CY0381'THE MARK IS 0.5 M BELOW THE RAILS.
 CY0381
 CY0381                          STATION RECOVERY (2003)
 CY0381
 CY0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY0381'RR IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1889 ***********************************************************************
 DU1889  DESIGNATION -  HAGEN
 DU1889  PID         -  DU1889
 DU1889  STATE/COUNTY-  AZ/PINAL
 DU1889  USGS QUAD   -  HOT TAMALE PEAK (1982)
 DU1889
 DU1889                         *CURRENT SURVEY CONTROL
 DU1889  ___________________________________________________________________
 DU1889* NAD 83(1992)-  33 14 11.20003(N)    110 57 56.75498(W)     ADJUSTED  
 DU1889* NAVD 88     -      1429.9    (meters)    4691.     (feet)  VERTCON   
 DU1889  ___________________________________________________________________
 DU1889  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 DU1889  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DU1889  HORZ ORDER  -  THIRD
 DU1889
 DU1889.The horizontal coordinates were established by classical geodetic methods
 DU1889.and adjusted by the National Geodetic Survey in August 1993.
 DU1889
 DU1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1889
 DU1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1889
 DU1889.The geoid height was determined by GEOID03.
 DU1889
 DU1889;                    North         East     Units Scale Factor Converg.
 DU1889;SPC AZ C     -   248,375.244   301,979.782   MT  0.99999680   +0 31 16.4
 DU1889;SPC AZ C     -   814,879.41    990,747.32   iFT  0.99999680   +0 31 16.4
 DU1889;UTM  12      - 3,677,500.218   503,189.508   MT  0.99960013   +0 01 07.6
 DU1889
 DU1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1889!SPC AZ C     -   0.99977997  x   0.99999680  =   0.99977677
 DU1889!UTM  12      -   0.99977997  x   0.99960013  =   0.99938019
 DU1889
 DU1889:                Primary Azimuth Mark                     Grid Az
 DU1889:SPC AZ C     -  PINAL                                    068 44 28.1
 DU1889:UTM  12      -  PINAL                                    069 14 36.9
 DU1889
 DU1889|---------------------------------------------------------------------|
 DU1889| PID    Reference Object                     Distance      Geod. Az  |
 DU1889|                                                           dddmmss.s |
 DU1889| DU1997 PINAL                               APPROX.14.4 KM 0691544.5 |
 DU1889| DU1912 HAGEN RM 1                            9.083 METERS 13545     |
 DU1889| DU1913 HAGEN RM 2                           10.088 METERS 20319     |
 DU1889|---------------------------------------------------------------------|
 DU1889
 DU1889                          SUPERSEDED SURVEY CONTROL
 DU1889
 DU1889  NAD 83(1986)-  33 14 11.19507(N)    110 57 56.75528(W) AD(       ) 3
 DU1889  NGVD 29 (09/20/88) 1429.2    (m)         4689.     (f) VERT ANG    3  
 DU1889
 DU1889.Superseded values are not recommended for survey control.
 DU1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1889.See file dsdata.txt to determine how the superseded data were derived.
 DU1889
 DU1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0319077500(NAD 83)
 DU1889_MARKER: DS = TRIANGULATION STATION DISK
 DU1889_SETTING: 80 = SET IN A BOULDER
 DU1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1889+STABILITY: SURFACE MOTION
 DU1889
 DU1889  HISTORY     - Date     Condition        Report By
 DU1889  HISTORY     - 1946     MONUMENTED       USGS
 DU1889  HISTORY     - 1963     GOOD             USGS
 DU1889
 DU1889                          STATION DESCRIPTION
 DU1889
 DU1889'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1889'LOCATED ABOUT 7.5 MI SE. OF SUPERIOR, 4 MI N. OF RAY, 1 MI SW. OF
 DU1889'HAGEN RANCH.  ON SOUTHERN END OF SHARP, ROCKY RIDGE KNOWN LOCALLY
 DU1889'AS GOVERNMENT HILL.
 DU1889'
 DU1889'TO REACH FROM HANGENS RANCH, CLLMB RIDGE S. OF RANCH TO SUMMIT.
 DU1889'GO SE. OVER SHARP, ROCKY SPINE TO HIGHEST POINT AND STATION.  A
 DU1889'3-HOUR PACK.
 DU1889'
 DU1889'STATION MARK--STANDARD TABLET STAMPED---HAGEN 1946---, CEMENTED IN
 DU1889'LARGE ROCK FLUSH WITH GROUND.
 DU1889'
 DU1889'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN BOULDER.
 DU1889'
 DU1889'RM 2--CROSS ON ROCK.
 DU1889
 DU1889                          STATION RECOVERY (1963)
 DU1889
 DU1889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1924 ***********************************************************************
 AI1924  DESIGNATION -  HALCROW
 AI1924  PID         -  AI1924
 AI1924  STATE/COUNTY-  AZ/YAVAPAI
 AI1924  USGS QUAD   -  GOVERNORS PEAK (1978)
 AI1924
 AI1924                         *CURRENT SURVEY CONTROL
 AI1924  ___________________________________________________________________
 AI1924* NAD 83(2007)-  33 54 31.59704(N)    112 19 21.33066(W)     ADJUSTED  
 AI1924* NAVD 88     -       588.2    (meters)    1930.     (feet)  GPS OBS   
 AI1924  ___________________________________________________________________
 AI1924  EPOCH DATE  -        2007.00
 AI1924  X           -  -2,012,813.166 (meters)                     COMP
 AI1924  Y           -  -4,902,238.906 (meters)                     COMP
 AI1924  Z           -   3,538,365.218 (meters)                     COMP
 AI1924  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AI1924  ELLIP HEIGHT-         559.011 (meters)          (02/10/07) ADJUSTED
 AI1924  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AI1924
 AI1924  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1924  Type    PID    Designation                      North   East  Ellip
 AI1924  -------------------------------------------------------------------
 AI1924  NETWORK AI1924 HALCROW                           0.53   0.47   1.45
 AI1924  -------------------------------------------------------------------
 AI1924
 AI1924.The horizontal coordinates were established by GPS observations
 AI1924.and adjusted by the National Geodetic Survey in February 2007.
 AI1924
 AI1924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1924.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1924.The horizontal coordinates are valid at the epoch date displayed above.
 AI1924.The epoch date for horizontal control is a decimal equivalence
 AI1924.of Year/Month/Day.
 AI1924
 AI1924.The orthometric height was determined by GPS observations and a
 AI1924.high-resolution geoid model.
 AI1924
 AI1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1924
 AI1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1924
 AI1924.The ellipsoidal height was determined by GPS observations
 AI1924.and is referenced to NAD 83.
 AI1924
 AI1924.The geoid height was determined by GEOID03.
 AI1924
 AI1924;                    North         East     Units Scale Factor Converg.
 AI1924;SPC AZ C     -   322,610.441   175,822.283   MT  0.99991736   -0 13 35.2
 AI1924;SPC AZ C     - 1,058,433.21    576,844.76   iFT  0.99991736   -0 13 35.2
 AI1924;UTM  12      - 3,752,828.803   377,726.969   MT  0.99978430   -0 44 16.5
 AI1924
 AI1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1924!SPC AZ C     -   0.99991225  x   0.99991736  =   0.99982962
 AI1924!UTM  12      -   0.99991225  x   0.99978430  =   0.99969657
 AI1924
 AI1924                          SUPERSEDED SURVEY CONTROL
 AI1924
 AI1924  NAD 83(1992)-  33 54 31.59639(N)    112 19 21.33004(W) AD(       ) A
 AI1924  ELLIP H (09/30/99)  559.037  (m)                       GP(       ) 3 1
 AI1924
 AI1924.Superseded values are not recommended for survey control.
 AI1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1924.See file dsdata.txt to determine how the superseded data were derived.
 AI1924
 AI1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7772752829(NAD 83)
 AI1924_MARKER: DD = SURVEY DISK
 AI1924_SETTING: 66 = SET IN ROCK OUTCROP
 AI1924_STAMPING: HALCROW 1999
 AI1924_MARK LOGO: AZ-013
 AI1924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1924+STABILITY: POSITION/ELEVATION WELL
 AI1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1924+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 AI1924
 AI1924  HISTORY     - Date     Condition        Report By
 AI1924  HISTORY     - 1999     MONUMENTED       AZ-013
 AI1924  HISTORY     - 20041030 GOOD             USPSQD
 AI1924  HISTORY     - 20090123 GOOD             GEOCAC
 AI1924
 AI1924                          STATION DESCRIPTION
 AI1924
 AI1924'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999 (BD)
 AI1924'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) EAST-SOUTHEAST OF
 AI1924'WICKENBURG, 1 MI (1.6 KM) NORTH OF THE YAVAPAI-MARICOPA COUNTY LINE
 AI1924'AND 1 MI (1.6 KM) WEST OF THE NORTHWEST PART OF LAKE PLEASANT.
 AI1924'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI1924'INTERSTATE HIGHWAY 17 AND STATE ROUTE 74 (CAREFREE HIGHWAY, EXIT 223)
 AI1924'ABOUT 18 MI (29.0 KM) NORTH-NORTHWEST OF DOWNTOWN PHOENIX, GO WEST FOR
 AI1924'6.1 MI (9.8 KM) ON HIGHWAY 74 TO LAKE PLEASANT ROAD.  TURN RIGHT AND
 AI1924'GO NORTH FOR 5.1 MI (8.2 KM) ON LAKE PLEASANT ROAD TO CASTLE HOT
 AI1924'SPRINGS RD (LAKE PLEASANT REGIONAL PARK ROAD).  TURN RIGHT AND GO
 AI1924'NORTH FOR 5.1 MI (8.2 KM) ON CASTLE HOT SPRINGS ROAD TO CASTLE CREEK
 AI1924'ROAD.  TURN LEFT AND GO WEST FOR 0.1 MI (0.2 KM) ON CASTLE CREEK ROAD
 AI1924'TO THE END OF PAVEMENT AND A DIRT ROAD RIGHT.  TURN RIGHT AND GO 0.1
 AI1924'MI (0.2 KM) ON THE DIRT ROAD TO THE END OF TRUCK TRAVEL.  PACK
 AI1924'SOUTHEASTERLY TO THE TOP OF A HILL.  THE STATION IS A SURVEY DISK SET
 AI1924'IN ROCK OUTCROP.  LOCATED 24.14 FT (7.36 M) EAST-NORTHEAST FROM A
 AI1924'REBAR, 12.14 FT (3.70 M) SOUTH-SOUTHEAST FROM A REBAR AND 1.5 FT (0.5
 AI1924'M) SOUTH FROM A SMALL ROCK CAIRN.
 AI1924
 AI1924                          STATION RECOVERY (2004)
 AI1924
 AI1924'RECOVERY NOTE BY US POWER SQUADRON 2004
 AI1924'RECOVERED IN GOOD CONDITION.
 AI1924
 AI1924                          STATION RECOVERY (2009)
 AI1924
 AI1924'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 AI1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0741 ***********************************************************************
 FQ0741  DESIGNATION -  HALE
 FQ0741  PID         -  FQ0741
 FQ0741  STATE/COUNTY-  AZ/NAVAJO
 FQ0741  USGS QUAD   -  RINCON RANCH (1986)
 FQ0741
 FQ0741                         *CURRENT SURVEY CONTROL
 FQ0741  ___________________________________________________________________
 FQ0741* NAD 83(1992)-  35 04 07.26847(N)    110 34 26.07897(W)     ADJUSTED  
 FQ0741* NAVD 88     -      1599.0    (meters)    5246.     (feet)  VERTCON   
 FQ0741  ___________________________________________________________________
 FQ0741  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 FQ0741  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0741  HORZ ORDER  -  SECOND
 FQ0741
 FQ0741.The horizontal coordinates were established by classical geodetic methods
 FQ0741.and adjusted by the National Geodetic Survey in August 1993.
 FQ0741
 FQ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0741
 FQ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0741
 FQ0741.The geoid height was determined by GEOID03.
 FQ0741
 FQ0741;                    North         East     Units Scale Factor Converg.
 FQ0741;SPC AZ E     -   451,269.368   176,218.126   MT  0.99991700   -0 14 02.4
 FQ0741;SPC AZ E     - 1,480,542.55    578,143.46   iFT  0.99991700   -0 14 02.4
 FQ0741;UTM  12      - 3,880,743.087   538,848.947   MT  0.99961860   +0 14 41.3
 FQ0741
 FQ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0741!SPC AZ E     -   0.99975286  x   0.99991700  =   0.99966988
 FQ0741!UTM  12      -   0.99975286  x   0.99961860  =   0.99937155
 FQ0741
 FQ0741:                Primary Azimuth Mark                     Grid Az
 FQ0741:SPC AZ E     -  RINCON                                   046 09 12.1
 FQ0741:UTM  12      -  RINCON                                   045 40 28.4
 FQ0741
 FQ0741|---------------------------------------------------------------------|
 FQ0741| PID    Reference Object                     Distance      Geod. Az  |
 FQ0741|                                                           dddmmss.s |
 FQ0741| FQ0740 RINCON                              APPROX. 2.3 KM 0455509.7 |
 FQ0741| CD3477 HALE RM 1                            12.624 METERS 04720     |
 FQ0741| CD3478 HALE RM 2                            12.536 METERS 22538     |
 FQ0741|---------------------------------------------------------------------|
 FQ0741
 FQ0741                          SUPERSEDED SURVEY CONTROL
 FQ0741
 FQ0741  NAD 83(1986)-  35 04 07.26303(N)    110 34 26.08170(W) AD(       ) 2
 FQ0741  NAD 27      -  35 04 07.19199(N)    110 34 23.61191(W) AD(       ) 2
 FQ0741  NGVD 29 (07/19/86) 1598.2    (m)         5243.     (f) VERT ANG    3  
 FQ0741
 FQ0741.Superseded values are not recommended for survey control.
 FQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0741.See file dsdata.txt to determine how the superseded data were derived.
 FQ0741
 FQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3884980743(NAD 83)
 FQ0741_MARKER: DD = SURVEY DISK
 FQ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0741+STABILITY: SURFACE MOTION
 FQ0741
 FQ0741  HISTORY     - Date     Condition        Report By
 FQ0741  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0741
 FQ0741                          STATION DESCRIPTION
 FQ0741
 FQ0741'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0741'THE STATION IS LOCATED 7.5 AIRLINE MILES NORTHEAST OF WINSLOW AND
 FQ0741'ALONG SR 87 .
 FQ0741'
 FQ0741'THE STATION MARK IS A STANDARD AZDT DISK SET IN A ROUND CONCRETE POST
 FQ0741'STAMPED---HALE-1980---SET FLUSH IN THE GROUND.  WITNESS POST AND SIGN
 FQ0741'2.9 FT ES
 FQ0741'
 FQ0741'THE UNDERGROUND MARK IS A STANDARD AZDT DISK SET IN CONCRETE 34 IN.
 FQ0741'BELOW THE SURFACE MARK AND STAMPED---HALE---.
 FQ0741'
 FQ0741'REFERENCE MARK NO. 1 IS A STANDARD AZDT DISK SET IN CONCRETE 41.4 FT
 FQ0741'ENE OF THE STATION MARK AND STAMPED---HALE RM 1-1980---.
 FQ0741'
 FQ0741'REFERENCE MARK NO. 2 IS A STANDARD AZDT DISK SET IN CONCRETE 41.1 FT
 FQ0741'WSW OF THE STATION MARK AND STAMPED---HALE RM 2-1980---.
 FQ0741'
 FQ0741'AZIMUTH MARK WAS NOT SET.  STATION RINCON MAY BE USED AS AZ MK.
 FQ0741'TO REACH FROM THE POST OFFICE IN WINSLOW GO SOUTH 1 BLOCK TO US 66.
 FQ0741'TURN LEFT AND GO EAST ON US 66 FOR 3.32 MILES TO THE JUNCTION WITH SR
 FQ0741'89.  TURN LEFT AND TRAVEL NORTHEAST ON SR 87 FOR 5.55 MILES TO A HWY
 FQ0741'CUT AND STATION ON THE RIGHT.  STATION IS 97 FT SE OF THE CENTERLINE
 FQ0741'OF SR 87. A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0276 ***********************************************************************
 GQ0276  DESIGNATION -  HALF
 GQ0276  PID         -  GQ0276
 GQ0276  STATE/COUNTY-  AZ/COCONINO
 GQ0276  USGS QUAD   -  TELEPHONE HILL (1988)
 GQ0276
 GQ0276                         *CURRENT SURVEY CONTROL
 GQ0276  ___________________________________________________________________
 GQ0276* NAD 83(1992)-  36 37 26.69769(N)    112 10 43.50518(W)     ADJUSTED  
 GQ0276* NAVD 88     -      2631.5    (meters)    8634.     (feet)  VERTCON   
 GQ0276  ___________________________________________________________________
 GQ0276  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GQ0276  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 GQ0276  HORZ ORDER  -  SECOND
 GQ0276
 GQ0276.The horizontal coordinates were established by classical geodetic methods
 GQ0276.and adjusted by the National Geodetic Survey in June 1998.
 GQ0276
 GQ0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0276
 GQ0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0276
 GQ0276.The geoid height was determined by GEOID03.
 GQ0276
 GQ0276;                    North         East     Units Scale Factor Converg.
 GQ0276;SPC AZ C     -   623,789.158   189,919.377   MT  0.99990677   -0 09 22.9
 GQ0276;SPC AZ C     - 2,046,552.36    623,095.07   iFT  0.99990677   -0 09 22.9
 GQ0276;UTM  12      - 4,053,818.791   394,603.120   MT  0.99973686   -0 42 11.7
 GQ0276
 GQ0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0276!SPC AZ C     -   0.99959055  x   0.99990677  =   0.99949736
 GQ0276!UTM  12      -   0.99959055  x   0.99973686  =   0.99932752
 GQ0276
 GQ0276|---------------------------------------------------------------------|
 GQ0276| PID    Reference Object                     Distance      Geod. Az  |
 GQ0276|                                                           dddmmss.s |
 GQ0276| CH2416 HALF RM 1                            34.519 METERS 09715     |
 GQ0276| CH2415 HALF AZ MK                                         1581240.2 |
 GQ0276| CH2417 HALF RM 2                            42.849 METERS 16503     |
 GQ0276| GQ0279 JACOB LAKE LOOKOUT TOWER            APPROX. 9.0 KM 3393318.0 |
 GQ0276|---------------------------------------------------------------------|
 GQ0276
 GQ0276                          SUPERSEDED SURVEY CONTROL
 GQ0276
 GQ0276  NAD 83(1992)-  36 37 26.69769(N)    112 10 43.50518(W) AD(       ) 2
 GQ0276  NAD 83(1986)-  36 37 26.69457(N)    112 10 43.50101(W) AD(       ) 2
 GQ0276  NAD 27      -  36 37 26.74900(N)    112 10 40.86600(W) AD(       ) 2
 GQ0276  NGVD 29 (07/19/86) 2630.3    (m)         8630.     (f) VERT ANG    3  
 GQ0276
 GQ0276.Superseded values are not recommended for survey control.
 GQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0276.See file dsdata.txt to determine how the superseded data were derived.
 GQ0276
 GQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9460353819(NAD 83)
 GQ0276_MARKER: DS = TRIANGULATION STATION DISK
 GQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0276
 GQ0276  HISTORY     - Date     Condition        Report By
 GQ0276  HISTORY     - 1953     MONUMENTED       CGS
 GQ0276  HISTORY     - 1972     GOOD             AZHD
 GQ0276
 GQ0276                          STATION DESCRIPTION
 GQ0276
 GQ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0276'THE STATION IS LOCATED ON A TIMBERED MOUNTAIN WHICH IS LOCALLY
 GQ0276'KNOWN AS KAIBAB PLATEAU.  IT IS ABOUT 34 MILES, AIR-LINE,
 GQ0276'WEST-SOUTHWEST OF MARBLE CANYON, 15 MILES, AIRLINE, NORTH OF
 GQ0276'KAIBAB PARK AND 7 MILES, AIR-LINE SOUTH-SOUTHEAST OF JACOB
 GQ0276'LAKE.  IT IS 91 FEET NORTHWEST OF MILEPOST 587, 77 FEET WEST
 GQ0276'OF THE CENTER LINE OF STATE HIGHWAY 67 AND 47-1/2 FEET NORTH
 GQ0276'OF A TRIANGLE BLAZED TREE.
 GQ0276'
 GQ0276'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE
 GQ0276'HIGHWAY 67 AT JACOB LAKE, GO WEST AND SOUTH ON STATE HIGHWAY
 GQ0276'67 FOR 7.7 MILES TO THE STATION ON THE RIGHT.  A DRIVE STATION.
 GQ0276'
 GQ0276'THE STATION MARK, A STANDARD DISK STAMPED HALF 1953, IS SET
 GQ0276'IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 2 INCHES
 GQ0276'ABOVE THE GROUND.
 GQ0276'
 GQ0276'REFERENCE MARK 1, A STANDARD DISK STAMPED HALF NO 1 1953,
 GQ0276'IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 GQ0276'3 INCHES ABOVE THE GROUND.  IT IS ABOUT 16 INCHES LOWER THAN
 GQ0276'THE STATION MARK AND IS 36 FEET EAST OF THE CENTER LINE OF
 GQ0276'STATE HIGHWAY 67.
 GQ0276'
 GQ0276'REFERENCE MARK 2, A STANDARD DISK STAMPED HALF NO 2 1953,
 GQ0276'IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 GQ0276'2 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 GQ0276'AS THE STATION MARK.  IT IS 42 FEET WEST OF THE CENTER LINE
 GQ0276'OF STATE HIGHWAY 67.
 GQ0276'
 GQ0276'THE AZIMUTH MARK, A STANDARD DISK STAMPED HALF 1953, IS SET
 GQ0276'IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 8 INCHES
 GQ0276'ABOVE THE GROUND.  IT IS 35 FEET EAST OF THE CENTER LINE OF
 GQ0276'STATE HIGHWAY 67 AND 4 FEET EAST OF A WHITE WITNESS POST.
 GQ0276'
 GQ0276'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 GQ0276'STATE HIGHWAY 67 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 GQ0276
 GQ0276                          STATION RECOVERY (1972)
 GQ0276
 GQ0276'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0276'GENERAL LOCATION-ABOUT 7 MILES SE OF JACOB LAKE ON ST.
 GQ0276'HWY. 67 91 FT. NW OF MILE POST 587
 GQ0276'
 GQ0276'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0276'
 GQ0276'STATION MARK-STD USC AND GS BC SET IN CONC. STAMPED HALF
 GQ0276'1953
 GQ0276'
 GQ0276'REFERENCE MARKS-NOT OBSERVED
 GQ0276'
 GQ0276'AZIMUTH MARK-STD USC AND GS BC SET IN CONC. STAMPED
 GQ0276'HALF 1953 COND. GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0898 ***********************************************************************
 FR0898  DESIGNATION -  HALL
 FR0898  PID         -  FR0898
 FR0898  STATE/COUNTY-  AZ/YAVAPAI
 FR0898  USGS QUAD   -  PURCELL CANYON (1973)
 FR0898
 FR0898                         *CURRENT SURVEY CONTROL
 FR0898  ___________________________________________________________________
 FR0898* NAD 83(1992)-  35 09 29.98086(N)    112 59 21.69255(W)     ADJUSTED  
 FR0898* NAVD 88     -      1895.1    (meters)    6218.     (feet)  VERTCON   
 FR0898  ___________________________________________________________________
 FR0898  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FR0898  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FR0898  HORZ ORDER  -  SECOND
 FR0898
 FR0898.The horizontal coordinates were established by classical geodetic methods
 FR0898.and adjusted by the National Geodetic Survey in June 1998.
 FR0898
 FR0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0898
 FR0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0898
 FR0898.The geoid height was determined by GEOID03.
 FR0898
 FR0898;                    North         East     Units Scale Factor Converg.
 FR0898;SPC AZ C     -   461,664.518   115,632.706   MT  1.00001767   -0 37 03.9
 FR0898;SPC AZ C     - 1,514,647.37    379,372.40   iFT  1.00001767   -0 37 03.9
 FR0898;UTM  12      - 3,892,413.061   318,805.691   MT  1.00000463   -1 08 45.1
 FR0898
 FR0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0898!SPC AZ C     -   0.99970670  x   1.00001767  =   0.99972436
 FR0898!UTM  12      -   0.99970670  x   1.00000463  =   0.99971133
 FR0898
 FR0898|---------------------------------------------------------------------|
 FR0898| PID    Reference Object                     Distance      Geod. Az  |
 FR0898|                                                           dddmmss.s |
 FR0898| CH2418 HALL RM 1                             4.795 METERS 00142     |
 FR0898| FR0896 PICACHO                             APPROX.24.0 KM 0703521.6 |
 FR0898| CH2419 HALL RM 2                            11.572 METERS 27258     |
 FR0898|---------------------------------------------------------------------|
 FR0898
 FR0898                          SUPERSEDED SURVEY CONTROL
 FR0898
 FR0898  NAD 83(1992)-  35 09 29.98086(N)    112 59 21.69255(W) AD(       ) 2
 FR0898  NAD 83(1986)-  35 09 29.98083(N)    112 59 21.69206(W) AD(       ) 2
 FR0898  NAD 27      -  35 09 29.94284(N)    112 59 19.02451(W) AD(       ) 2
 FR0898  NGVD 29 (07/19/86) 1894.1    (m)         6214.     (f) VERT ANG    3  
 FR0898
 FR0898.Superseded values are not recommended for survey control.
 FR0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0898.See file dsdata.txt to determine how the superseded data were derived.
 FR0898
 FR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1880692413(NAD 83)
 FR0898_MARKER: DD = SURVEY DISK
 FR0898_SETTING: 80 = SET IN A BOULDER
 FR0898_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FR0898
 FR0898  HISTORY     - Date     Condition        Report By
 FR0898  HISTORY     - 1973     MONUMENTED       USGS
 FR0898
 FR0898                          STATION DESCRIPTION
 FR0898
 FR0898'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0898'RM 1 TO RM 2 NOT MEASURED.
 FR0898'
 FR0898'INSTRUMENT STAND 4.2 FT ABOVE STATION MARK.
 FR0898'
 FR0898'LOCATED ABOUT 29 MI (AIRLINE) W. OF ASHFORK, ABOUT 13 MI SW. OF
 FR0898'SELIGMAN, AND ABOUT 5 MI E. OF THE HALL RANCH, IN T. 21 N., R. 7
 FR0898'W. ON THE MOST EASTERLY POINT OF A E.-W. TRENDING RIDGE,
 FR0898'OVERLOOKING CHINO VALLEY TO THE NE.
 FR0898'
 FR0898'STATION REACHED BY HELICOPTER.  LANDING SITE ABOUT 200 FT W. OF
 FR0898'STATION.
 FR0898'
 FR0898'STATION MARK--A STANDARD USGS TABLET STAMPED HALL 1973 SET IN
 FR0898'BOULDER, PROJECTING ABOUT 0.4 FT ABOVE GROUND.
 FR0898'
 FR0898'REFERENCE MARK NO 1--A STANDARD USGS REFERENCE TABLET STAMPED HALL
 FR0898'NO 1 1973, SET IN BEDROCK FLUSH WITH GROUND.
 FR0898'
 FR0898'REFERENCE MARK NO 2--A STANDARD USGS REFERENCE TABLET STAMPED HALL
 FR0898'NO 2 1973, SET IN BEDROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1983 ***********************************************************************
 DV1983  DESIGNATION -  HALLOWAY
 DV1983  PID         -  DV1983
 DV1983  STATE/COUNTY-  AZ/LA PAZ
 DV1983  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1983
 DV1983                         *CURRENT SURVEY CONTROL
 DV1983  ___________________________________________________________________
 DV1983* NAD 83(1992)-  33 52 51.00202(N)    113 56 45.82987(W)     ADJUSTED  
 DV1983* NAVD 88     -       329.7    (meters)    1082.     (feet)  VERTCON   
 DV1983  ___________________________________________________________________
 DV1983  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DV1983  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1983  HORZ ORDER  -  SECOND
 DV1983
 DV1983.The horizontal coordinates were established by classical geodetic methods
 DV1983.and adjusted by the National Geodetic Survey in August 1993.
 DV1983
 DV1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1983
 DV1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1983
 DV1983.The geoid height was determined by GEOID03.
 DV1983
 DV1983;                    North         East     Units Scale Factor Converg.
 DV1983;SPC AZ W     -   319,465.060   195,222.624   MT  0.99993739   -0 06 33.5
 DV1983;SPC AZ W     - 1,048,113.71    640,494.17   iFT  0.99993739   -0 06 33.5
 DV1983;UTM  12      - 3,752,850.585   227,512.275   MT  1.00051542   -1 38 36.0
 DV1983;UTM  11      - 3,753,142.186   782,468.602   MT  1.00058372   +1 42 13.0
 DV1983
 DV1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1983!SPC AZ W     -   0.99995312  x   0.99993739  =   0.99989051
 DV1983!UTM  12      -   0.99995312  x   1.00051542  =   1.00046851
 DV1983!UTM  11      -   0.99995312  x   1.00058372  =   1.00053681
 DV1983
 DV1983:                Primary Azimuth Mark                     Grid Az
 DV1983:SPC AZ W     -  HALLOWAY AZ MK                           127 35 39.9
 DV1983:UTM  12      -  HALLOWAY AZ MK                           129 07 42.4
 DV1983:UTM  11      -  HALLOWAY AZ MK                           125 46 53.4
 DV1983
 DV1983|---------------------------------------------------------------------|
 DV1983| PID    Reference Object                     Distance      Geod. Az  |
 DV1983|                                                           dddmmss.s |
 DV1983| CH2420 HALLOWAY AZ MK                                     1272906.4 |
 DV1983| CH2422 HALLOWAY RM 2                         9.182 METERS 24438     |
 DV1983| CH2421 HALLOWAY RM 1                        11.302 METERS 33112     |
 DV1983|---------------------------------------------------------------------|
 DV1983
 DV1983                          SUPERSEDED SURVEY CONTROL
 DV1983
 DV1983  NAD 83(1986)-  33 52 50.99920(N)    113 56 45.83994(W) AD(       ) 2
 DV1983  NAD 27      -  33 52 50.90900(N)    113 56 43.05200(W) AD(       ) 2
 DV1983  NGVD 29 (07/19/86)  329.1    (m)         1080.     (f) VERT ANG    3  
 DV1983
 DV1983.Superseded values are not recommended for survey control.
 DV1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1983.See file dsdata.txt to determine how the superseded data were derived.
 DV1983
 DV1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2751252851(NAD 83)
 DV1983_MARKER: DS = TRIANGULATION STATION DISK
 DV1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1983
 DV1983  HISTORY     - Date     Condition        Report By
 DV1983  HISTORY     - 1949     MONUMENTED       CGS
 DV1983  HISTORY     - 1957     GOOD             AMS
 DV1983  HISTORY     - 1962     GOOD             USGS
 DV1983
 DV1983                          STATION DESCRIPTION
 DV1983
 DV1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1983'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 72
 DV1983'ABOUT 5 MILES AIR LINE SOUTHEAST OF BOUSE, 300 FEET NORTHWEST
 DV1983'OF RAILROAD MILE POST 75, 120 FEET SOUTH OF HIGHWAY MILE
 DV1983'POST 32, 60 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 DV1983'72, 40 FEET EAST OF HIGHWAY RIGHT-OF-WAY MARKER 945 + 00,
 DV1983'AND 8 FEET WEST OF A WHITE WITNESS POST.  THE STATION MARK
 DV1983'PROJECTS 4 INCHES AND IS STAMPED, HALLOWAY 1948.
 DV1983'
 DV1983'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV1983'AS THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, HALLOWAY
 DV1983'NO 1 1948.
 DV1983'
 DV1983'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1983'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, HALLOWAY
 DV1983'NO 2 1948.
 DV1983'
 DV1983'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER LINE OF STATE
 DV1983'HIGHWAY 72, 5 FEET NORTHWEST OF A POWER LINE POLE, 4 FEET
 DV1983'NORTH OF A WHITE WITNESS POST, PROJECTS 4 INCHES AND STAMPED,
 DV1983'HALLOWAY 1948.
 DV1983'
 DV1983'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEAST ON
 DV1983'STATE HIGHWAY 72 FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT,
 DV1983'EAST, AS DESCRIBED ABOVE.
 DV1983'
 DV1983'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DV1983'72 AND 95 IN BOUSE, GO SOUTHEAST ON STATE HIGHWAY 72 FOR 5.2
 DV1983'MILES TO THE STATION ON THE RIGHT, WEST, AS DESCRIBED ABOVE.
 DV1983
 DV1983                          STATION RECOVERY (1957)
 DV1983
 DV1983'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DV1983'THE ORIGINAL DESCRIPTION TO REACH IS IN ERROR.
 DV1983'
 DV1983'TO REACH FROM BOUSE GO S E ON HIGHWAY 72 FOR 4.7 MILES TO
 DV1983'STATION ON RIGHT, 59.0 FEET SW OF CENTERLINE OF HIGHWAY.
 DV1983'100.0 FEET NW OF LONE BUSH.  276.0 NE OF LONE BUSH.
 DV1983
 DV1983                          STATION RECOVERY (1962)
 DV1983
 DV1983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DV1983'STATION HAS BEEN DESTROYED.  R.M. 1 AND AZIMUTH MARK WERE NOT
 DV1983'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0274 ***********************************************************************
 FQ0274  DESIGNATION -  HALO
 FQ0274  PID         -  FQ0274
 FQ0274  STATE/COUNTY-  AZ/COCONINO
 FQ0274  USGS QUAD   -  PARKS (1974)
 FQ0274
 FQ0274                         *CURRENT SURVEY CONTROL
 FQ0274  ___________________________________________________________________
 FQ0274* NAD 83(1992)-  35 15 13.45788(N)    111 59 26.23594(W)     ADJUSTED  
 FQ0274* NAVD 88     -      2173.938  (meters)    7132.33   (feet)  ADJUSTED  
 FQ0274  ___________________________________________________________________
 FQ0274  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 FQ0274  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0274  DYNAMIC HT  -        2170.838 (meters)    7122.16  (feet)  COMP
 FQ0274  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 FQ0274
 FQ0274  HORZ ORDER  -  SECOND
 FQ0274  VERT ORDER  -  SECOND    CLASS 0
 FQ0274
 FQ0274.The horizontal coordinates were established by classical geodetic methods
 FQ0274.and adjusted by the National Geodetic Survey in August 1993.
 FQ0274
 FQ0274.The orthometric height was determined by differential leveling
 FQ0274.and adjusted in June 1991.
 FQ0274
 FQ0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0274
 FQ0274.The geoid height was determined by GEOID03.
 FQ0274
 FQ0274.The dynamic height is computed by dividing the NAVD 88
 FQ0274.geopotential number by the normal gravity value computed on the
 FQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0274.degrees latitude (g = 980.6199 gals.).
 FQ0274
 FQ0274.The modeled gravity was interpolated from observed gravity values.
 FQ0274
 FQ0274;                    North         East     Units Scale Factor Converg.
 FQ0274;SPC AZ C     -   471,724.371   206,630.415   MT  0.99990056   -0 02 33.7
 FQ0274;SPC AZ C     - 1,547,652.14    677,921.31   iFT  0.99990056   -0 02 33.7
 FQ0274;UTM  12      - 3,901,631.958   409,882.610   MT  0.99970008   -0 34 18.6
 FQ0274
 FQ0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0274!SPC AZ C     -   0.99966255  x   0.99990056  =   0.99956314
 FQ0274!UTM  12      -   0.99966255  x   0.99970008  =   0.99936273
 FQ0274
 FQ0274|---------------------------------------------------------------------|
 FQ0274| PID    Reference Object                     Distance      Geod. Az  |
 FQ0274|                                                           dddmmss.s |
 FQ0274| FQ0273 HALO RM 1                             7.815 METERS 06429     |
 FQ0274| FR0165 MIN                                 APPROX. 2.1 KM 2862810.4 |
 FQ0274| FQ0275 HALO RM 2                             7.964 METERS 32229     |
 FQ0274|---------------------------------------------------------------------|
 FQ0274
 FQ0274                          SUPERSEDED SURVEY CONTROL
 FQ0274
 FQ0274  NAD 83(1986)-  35 15 13.45563(N)    111 59 26.23257(W) AD(       ) 2
 FQ0274  NAD 27      -  35 15 13.41330(N)    111 59 23.64660(W) AD(       ) 2
 FQ0274  NGVD 29 (??/??/92) 2172.916  (m)         7128.98   (f) ADJ UNCH    2 0
 FQ0274
 FQ0274.Superseded values are not recommended for survey control.
 FQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0274.See file dsdata.txt to determine how the superseded data were derived.
 FQ0274
 FQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0988301632(NAD 83)
 FQ0274_MARKER: DS = TRIANGULATION STATION DISK
 FQ0274_SETTING: 80 = SET IN A BOULDER
 FQ0274_SP_SET: BOULDER
 FQ0274_STAMPING: HALO 1958
 FQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0274+STABILITY: SURFACE MOTION
 FQ0274
 FQ0274  HISTORY     - Date     Condition        Report By
 FQ0274  HISTORY     - 1958     MONUMENTED       CGS
 FQ0274  HISTORY     - 1958     GOOD             CGS
 FQ0274  HISTORY     - 1972     GOOD             AZHD
 FQ0274
 FQ0274                          STATION DESCRIPTION
 FQ0274
 FQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0274'THE STATION IS LOCATED ON TOP OF A LOW NORTH-SOUTH RIDGE THAT
 FQ0274'IS COVERED WITH PINE TREES.  IT IS ABOUT 10 MILES EAST OF
 FQ0274'WILLIAMS, 2-1/2 MILES SOUTHWEST OF PARKS AND ABOUT 1/3 MILE SOUTH
 FQ0274'OF U.S. HIGHWAY 66 AND 89.
 FQ0274'
 FQ0274'TO REACH THE STATION FROM THE RAILROAD STATION IN FLAGSTAFF, GO
 FQ0274'WEST AND SOUTH ON U.S. HIGHWAY 66 AND 89 FOR 0.8 MILE TO THE
 FQ0274'JUNCTION OF U.S. HIGHWAY 89A, KEEP RIGHT, WEST ON U.S. HIGHWAYS
 FQ0274'66 AND 89 FOR 18.5 MILES TO PARKS, ARIZONA.  CONTINUE AHEAD,
 FQ0274'WEST, FOR 2.5 MILES TO THE TOP OF THE HILL AT THE GARLAND PRAIRIE
 FQ0274'VISTA REST STOP.  FROM HERE PACK SOUTH ALONG TOP OF RIDGE FOR
 FQ0274'0.3 MILE TO THE STATION.
 FQ0274'
 FQ0274'THE STATION MARK, STAMPED HALO 1958, IS A STANDARD DISK SET
 FQ0274'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS
 FQ0274'15 FEET NORTHEAST OF A TRIANGULAR BLAZE ON A PINE TREE, 16
 FQ0274'FEET SOUTHEAST OF A WITNESS POST.
 FQ0274'
 FQ0274'REFERENCE MARK NO. 1, STAMPED HALO NO 1 1958, IS A STANDARD DISK
 FQ0274'SET IN A DRILL HOLE IN A BOULDER.  IT IS 33 FEET EAST OF A
 FQ0274'WITNESS POST AND ABOUT LEVEL WITH THE STATION.
 FQ0274'
 FQ0274'REFERENCE MARK NO. 2, STAMPED HALO NO 2 1958, IS A STANDARD
 FQ0274'DISK SET IN A DRILL HOLE IN A BOULDER.  IT IS 10 FEET NORTHWEST
 FQ0274'OF A WITNESS POST AND ABOUT LEVEL WITH THE STATION.
 FQ0274
 FQ0274                          STATION RECOVERY (1958)
 FQ0274
 FQ0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0274'12.0 MI E FROM WILLIAMS.
 FQ0274'11.5 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0274'WILLIAMS, TO THE TOP OF THE HILL AT THE GARLAND PRAIRIE VISTA REST
 FQ0274'STOP, PACK SOUTH ALONG THE TOP OF THE RIDGE FOR 0.3 MILE, 15 FEET
 FQ0274'NORTHEAST OF A TRIANGULAR BLAZED PINE TREE, 16 FEET SOUTHEAST OF A
 FQ0274'WITNESS POST AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4
 FQ0274'INCHES.
 FQ0274
 FQ0274                          STATION RECOVERY (1972)
 FQ0274
 FQ0274'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 FQ0274'GENERAL LOCATION AS PER DESCRIPTION
 FQ0274'
 FQ0274'TO REACH AS PER DESCRIPTION
 FQ0274'
 FQ0274'STATION MARK AS PER DESCRIPTION
 FQ0274'
 FQ0274'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 FQ0274'
 FQ0274'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0273 ***********************************************************************
 FQ0273  DESIGNATION -  HALO RM 1
 FQ0273  PID         -  FQ0273
 FQ0273  STATE/COUNTY-  AZ/COCONINO
 FQ0273  USGS QUAD   -  PARKS (1974)
 FQ0273
 FQ0273                         *CURRENT SURVEY CONTROL
 FQ0273  ___________________________________________________________________
 FQ0273* NAD 83(1986)-  35 15 13.     (N)    111 59 26.     (W)     SCALED    
 FQ0273* NAVD 88     -      2173.828  (meters)    7131.97   (feet)  ADJUSTED  
 FQ0273  ___________________________________________________________________
 FQ0273  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0273  DYNAMIC HT  -        2170.728 (meters)    7121.80  (feet)  COMP
 FQ0273  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 FQ0273
 FQ0273  VERT ORDER  -  SECOND    CLASS 0
 FQ0273
 FQ0273.The horizontal coordinates were scaled from a topographic map and have
 FQ0273.an estimated accuracy of +/- 6 seconds.
 FQ0273
 FQ0273.The orthometric height was determined by differential leveling
 FQ0273.and adjusted in June 1991.
 FQ0273
 FQ0273.The geoid height was determined by GEOID03.
 FQ0273
 FQ0273.The dynamic height is computed by dividing the NAVD 88
 FQ0273.geopotential number by the normal gravity value computed on the
 FQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0273.degrees latitude (g = 980.6199 gals.).
 FQ0273
 FQ0273.The modeled gravity was interpolated from observed gravity values.
 FQ0273
 FQ0273;                    North         East    Units  Estimated Accuracy
 FQ0273;SPC AZ C     -   471,710.      206,640.      MT  (+/- 180 meters Scaled)
 FQ0273
 FQ0273                          SUPERSEDED SURVEY CONTROL
 FQ0273
 FQ0273  NGVD 29 (??/??/92) 2172.806  (m)         7128.61   (f) ADJ UNCH    2 0
 FQ0273
 FQ0273.Superseded values are not recommended for survey control.
 FQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0273.See file dsdata.txt to determine how the superseded data were derived.
 FQ0273
 FQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE098016(NAD 83)
 FQ0273_MARKER: DR = REFERENCE MARK DISK
 FQ0273_SETTING: 80 = SET IN A BOULDER
 FQ0273_SP_SET: BOULDER
 FQ0273_STAMPING: HALO NO 1 1958
 FQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0273+STABILITY: SURFACE MOTION
 FQ0273
 FQ0273  HISTORY     - Date     Condition        Report By
 FQ0273  HISTORY     - 1958     MONUMENTED       CGS
 FQ0273
 FQ0273                          STATION DESCRIPTION
 FQ0273
 FQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0273'12.0 MI E FROM WILLIAMS.
 FQ0273'11.5 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0273'WILLIAMS, TO THE TOP OF THE HILL AT THE GARLAND PRAIRIE VISTA REST
 FQ0273'STOP, PACK SOUTH ALONG THE TOP OF THE RIDGE FOR 0.3 MILE, 33 FEET EAST
 FQ0273'OF A WITNESS POST AND SET IN A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0275 ***********************************************************************
 FQ0275  DESIGNATION -  HALO RM 2
 FQ0275  PID         -  FQ0275
 FQ0275  STATE/COUNTY-  AZ/COCONINO
 FQ0275  USGS QUAD   -  PARKS (1974)
 FQ0275
 FQ0275                         *CURRENT SURVEY CONTROL
 FQ0275  ___________________________________________________________________
 FQ0275* NAD 83(1986)-  35 15 13.     (N)    111 59 26.     (W)     SCALED    
 FQ0275* NAVD 88     -      2174.291  (meters)    7133.49   (feet)  ADJUSTED  
 FQ0275  ___________________________________________________________________
 FQ0275  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FQ0275  DYNAMIC HT  -        2171.191 (meters)    7123.32  (feet)  COMP
 FQ0275  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 FQ0275
 FQ0275  VERT ORDER  -  SECOND    CLASS 0
 FQ0275
 FQ0275.The horizontal coordinates were scaled from a topographic map and have
 FQ0275.an estimated accuracy of +/- 6 seconds.
 FQ0275
 FQ0275.The orthometric height was determined by differential leveling
 FQ0275.and adjusted in June 1991.
 FQ0275
 FQ0275.The geoid height was determined by GEOID03.
 FQ0275
 FQ0275.The dynamic height is computed by dividing the NAVD 88
 FQ0275.geopotential number by the normal gravity value computed on the
 FQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0275.degrees latitude (g = 980.6199 gals.).
 FQ0275
 FQ0275.The modeled gravity was interpolated from observed gravity values.
 FQ0275
 FQ0275;                    North         East    Units  Estimated Accuracy
 FQ0275;SPC AZ C     -   471,710.      206,640.      MT  (+/- 180 meters Scaled)
 FQ0275
 FQ0275                          SUPERSEDED SURVEY CONTROL
 FQ0275
 FQ0275  NGVD 29 (??/??/92) 2173.270  (m)         7130.14   (f) ADJ UNCH    2 0
 FQ0275
 FQ0275.Superseded values are not recommended for survey control.
 FQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0275.See file dsdata.txt to determine how the superseded data were derived.
 FQ0275
 FQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE098016(NAD 83)
 FQ0275_MARKER: DR = REFERENCE MARK DISK
 FQ0275_SETTING: 80 = SET IN A BOULDER
 FQ0275_SP_SET: BOULDER
 FQ0275_STAMPING: HALO NO 2 1958
 FQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0275+STABILITY: SURFACE MOTION
 FQ0275
 FQ0275  HISTORY     - Date     Condition        Report By
 FQ0275  HISTORY     - 1958     MONUMENTED       CGS
 FQ0275
 FQ0275                          STATION DESCRIPTION
 FQ0275
 FQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0275'12 MI E FROM WILLIAMS.
 FQ0275'11.5 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0275'WILLIAMS, TO THE TOP OF THE HILL AT THE GARLAND PRAIRIE VISTA REST
 FQ0275'STOP, PACK SOUTH ALONG THE TOP OF THE RIDGE FOR 0.3 MILE, 10 FEET
 FQ0275'NORTHWEST OF A WITNESS POST AND CEMENTED IN A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0904 ***********************************************************************
 ES0904  DESIGNATION -  HALTER
 ES0904  PID         -  ES0904
 ES0904  STATE/COUNTY-  AZ/NAVAJO
 ES0904  USGS QUAD   -  HEBER (1990)
 ES0904
 ES0904                         *CURRENT SURVEY CONTROL
 ES0904  ___________________________________________________________________
 ES0904* NAD 83(1992)-  34 27 37.11875(N)    110 31 02.80380(W)     ADJUSTED  
 ES0904* NAVD 88     -      1965.8    (meters)    6449.     (feet)  VERTCON   
 ES0904  ___________________________________________________________________
 ES0904  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ES0904  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0904  HORZ ORDER  -  SECOND
 ES0904
 ES0904.The horizontal coordinates were established by classical geodetic methods
 ES0904.and adjusted by the National Geodetic Survey in August 1993.
 ES0904
 ES0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0904
 ES0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0904
 ES0904.The geoid height was determined by GEOID03.
 ES0904
 ES0904;                    North         East     Units Scale Factor Converg.
 ES0904;SPC AZ E     -   383,765.251   181,132.369   MT  0.99991280   -0 11 54.5
 ES0904;SPC AZ E     - 1,259,072.35    594,266.30   iFT  0.99991280   -0 11 54.5
 ES0904;UTM  12      - 3,813,301.848   544,321.243   MT  0.99962421   +0 16 23.0
 ES0904
 ES0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0904!SPC AZ E     -   0.99969526  x   0.99991280  =   0.99960808
 ES0904!UTM  12      -   0.99969526  x   0.99962421  =   0.99931958
 ES0904
 ES0904:                Primary Azimuth Mark                     Grid Az
 ES0904:SPC AZ E     -  CROSS                                    087 11 40.2
 ES0904:UTM  12      -  CROSS                                    086 43 22.7
 ES0904
 ES0904|---------------------------------------------------------------------|
 ES0904| PID    Reference Object                     Distance      Geod. Az  |
 ES0904|                                                           dddmmss.s |
 ES0904| ES0896 CROSS                               APPROX. 1.5 KM 0865945.7 |
 ES0904| DZ1391 HALTER RM 1                          10.171 METERS 14949     |
 ES0904| DZ1392 HALTER RM 2                          12.663 METERS 33911     |
 ES0904|---------------------------------------------------------------------|
 ES0904
 ES0904                          SUPERSEDED SURVEY CONTROL
 ES0904
 ES0904  NAD 83(1986)-  34 27 37.11190(N)    110 31 02.80781(W) AD(       ) 2
 ES0904  NGVD 29 (08/03/87) 1964.9    (m)         6447.     (f) VERT ANG    3  
 ES0904
 ES0904.Superseded values are not recommended for survey control.
 ES0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0904.See file dsdata.txt to determine how the superseded data were derived.
 ES0904
 ES0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4432113302(NAD 83)
 ES0904_MARKER: DS = TRIANGULATION STATION DISK
 ES0904_SETTING: 66 = SET IN ROCK OUTCROP
 ES0904_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0904+STABILITY: POSITION/ELEVATION WELL
 ES0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0904+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 ES0904
 ES0904  HISTORY     - Date     Condition        Report By
 ES0904  HISTORY     - 1984     MONUMENTED       AZDT
 ES0904  HISTORY     - 20051022 GOOD             EVANS
 ES0904
 ES0904                          STATION DESCRIPTION
 ES0904
 ES0904'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0904'THE STATION IS LOCATED 4-3/4 MILES NORTHEAST OF HEBER AND ABOUT 1000
 ES0904'FEET WEST OF STATE ROUTE 277.
 ES0904'
 ES0904'THE STATION MARK IS AN AZDT DISK STAMPED---HALTER 1984---.  IT IS SET
 ES0904'IN A DRILL HOLE IN A SANDSTONE BOULDER 6 FEET EAST OF A WITNESS POST.
 ES0904'
 ES0904'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HALTER RM 1 1984---.  IT IS
 ES0904'SET IN A DRILL HOLE IN A SANDSTONE BOULDER.
 ES0904'
 ES0904'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HALTER RM 2 1984---.  IT IS
 ES0904'SET IN A DRILL HOLE IN A SANDSTONE BOULDER.
 ES0904'
 ES0904'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0904'AND STATE ROUTE 260 TRAVEL EAST ALONG STATE ROUTE 260 FOR 1.8 MILES TO
 ES0904'THE JUNCTION OF STATE ROUTE 277.  TURN LEFT ALONG S.R. 277 FOR 5.35
 ES0904'MILES TO MILE POST 311.15 AND A TRACK ROAD LEFT.  TURN LEFT PASSING
 ES0904'THROUGH A GATE.  TURN SHARP LEFT AND TRAVEL SOUTHWEST ON DIM TRACKS
 ES0904'WHICH PARALLEL THE RIGHT OF WAY FENCE 0.85 MILE TO A T ROAD RIGHT.
 ES0904'TURN RIGHT AND CONTINUE WEST FOR 0.1 MILE A REVERSE Y FORK.  BARE LEFT
 ES0904'AND CONTINUE ON TRACK ROAD FOR 0.25 MILE CIRCLEING TO THE RIGHT OF THE
 ES0904'LOW RIDGE AND THE STATION ON THE RIGHT.
 ES0904
 ES0904                          STATION RECOVERY (2005)
 ES0904
 ES0904'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0904'FROM THE JUNCTION OF HWY 260 AND 277 IN HEBER, TRAVEL NE ON HWY 277,
 ES0904'5.4 MILES TO MILE POST 311.1 AND A DIRT ROAD ON THE LEFT FOREST
 ES0904'SERVICE RD. (FS 88). TRAVEL NORTH ON (FS 88) 0.36 MI TO A DIRT RD. ON
 ES0904'THE LEFT. TRAVEL ON DIRT TO THE LEFT (WESTERLY) 0.16 MI TO A FORK IN
 ES0904'THE RD. TAKE THE LEFT FORK AND TRAVEL 0.54 MI AND PARK AND PACK SOUTH
 ES0904'85-35-44 WEST 1260' TO THE STATION. NOTE BOTH RM 1 AND RM 2 RECOVERED
 ES0904'IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0500 ***********************************************************************
 ER0500  DESIGNATION -  HAM
 ER0500  PID         -  ER0500
 ER0500  STATE/COUNTY-  AZ/APACHE
 ER0500  USGS QUAD   -  CONCHO (1984)
 ER0500
 ER0500                         *CURRENT SURVEY CONTROL
 ER0500  ___________________________________________________________________
 ER0500* NAD 83(1992)-  34 29 33.73114(N)    109 31 52.55838(W)     ADJUSTED  
 ER0500* NAVD 88     -      1901.78   (+/-2cm)    6239.4    (feet)  VERTCON   
 ER0500  ___________________________________________________________________
 ER0500  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 ER0500  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 ER0500  HORZ ORDER  -  SECOND
 ER0500  VERT ORDER  -  THIRD ? (See Below)
 ER0500
 ER0500.The horizontal coordinates were established by classical geodetic methods
 ER0500.and adjusted by the National Geodetic Survey in August 1993.
 ER0500
 ER0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0500.The vertical order pertains to the NGVD 29 superseded value.
 ER0500
 ER0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0500
 ER0500.The geoid height was determined by GEOID03.
 ER0500
 ER0500;                    North         East     Units Scale Factor Converg.
 ER0500;SPC AZ E     -   387,485.629   271,714.846   MT  0.99994196   +0 21 35.4
 ER0500;SPC AZ E     - 1,271,278.31    891,452.91   iFT  0.99994196   +0 21 35.4
 ER0500;UTM  12      - 3,817,767.044   634,851.616   MT  0.99982415   +0 49 54.7
 ER0500
 ER0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0500!SPC AZ E     -   0.99970522  x   0.99994196  =   0.99964720
 ER0500!UTM  12      -   0.99970522  x   0.99982415  =   0.99952942
 ER0500
 ER0500|---------------------------------------------------------------------|
 ER0500| PID    Reference Object                     Distance      Geod. Az  |
 ER0500|                                                           dddmmss.s |
 ER0500| CD2980 HAM RM 1                             10.332 METERS 01543     |
 ER0500| ER0501 MAL                                 APPROX. 3.0 KM 2671744.5 |
 ER0500| CD2981 HAM RM 2                             11.806 METERS 27240     |
 ER0500|---------------------------------------------------------------------|
 ER0500
 ER0500                          SUPERSEDED SURVEY CONTROL
 ER0500
 ER0500  NAD 83(1986)-  34 29 33.72966(N)    109 31 52.56644(W) AD(       ) 2
 ER0500  NAD 27      -  34 29 33.61353(N)    109 31 50.17359(W) AD(       ) 2
 ER0500  NGVD 29 (07/19/86) 1900.91   (m)         6236.6    (f) LEVELING    3  
 ER0500
 ER0500.Superseded values are not recommended for survey control.
 ER0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0500.See file dsdata.txt to determine how the superseded data were derived.
 ER0500
 ER0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3485217767(NAD 83)
 ER0500_MARKER: DD = SURVEY DISK
 ER0500_SETTING: 66 = SET IN ROCK OUTCROP
 ER0500_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ER0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0500+STABILITY: POSITION/ELEVATION WELL
 ER0500
 ER0500  HISTORY     - Date     Condition        Report By
 ER0500  HISTORY     - 1979     MONUMENTED       AZDT
 ER0500
 ER0500                          STATION DESCRIPTION
 ER0500
 ER0500'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0500'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CONCHO AND 1/2 MILE
 ER0500'NORTH OF S.R. 61.
 ER0500'
 ER0500'THE STATION MARK IS AN ADOT DISK STAMPED---HAM 1979---IT IS SET IN A
 ER0500'DRILL HOLE IN AN OUTCROP 3 FEET NORTHEAST OF THE WITNESS POST.
 ER0500'
 ER0500'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---HAM RM 1 1979---IT IS SET
 ER0500'IN A DRILL HOLE IN ROCK.
 ER0500'
 ER0500'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---HAM RM 2 1979---IT IS SET
 ER0500'IN A DRILL HOLE IN ROCK.
 ER0500'
 ER0500'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 61 AND 180 IN
 ER0500'CONCHO, TRAVEL EAST ALONG SR 61 FOR 3.8 MILES TO MILE POST 376.05 AND
 ER0500'A GATE ON THE LEFT.  PASS THROUGH GATE AND TRAVEL NORTH 0.6 MILE TO A
 ER0500'POWERLINE, TURN RIGHT ON TRAIL FOR 0.7 MILE TO TOP OF HILL AND STATION
 ER0500'WHICH IS ABOUT 250 FEET SOUTH OF POWERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1447 ***********************************************************************
 DA1447  DESIGNATION -  HAM
 DA1447  PID         -  DA1447
 DA1447  STATE/COUNTY-  AZ/PINAL
 DA1447  USGS QUAD   -  HALEY HILLS (1981)
 DA1447
 DA1447                         *CURRENT SURVEY CONTROL
 DA1447  ___________________________________________________________________
 DA1447* NAD 83(1992)-  32 53 04.72903(N)    112 10 36.72024(W)     ADJUSTED  
 DA1447* NAVD 88     -       811.6    (meters)    2663.     (feet)  VERTCON   
 DA1447  ___________________________________________________________________
 DA1447  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DA1447  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA1447  HORZ ORDER  -  SECOND
 DA1447
 DA1447.The horizontal coordinates were established by classical geodetic methods
 DA1447.and adjusted by the National Geodetic Survey in August 1993.
 DA1447
 DA1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1447
 DA1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1447
 DA1447.The geoid height was determined by GEOID03.
 DA1447
 DA1447;                    North         East     Units Scale Factor Converg.
 DA1447;SPC AZ C     -   208,989.788   189,014.274   MT  0.99990731   -0 08 28.6
 DA1447;SPC AZ C     -   685,662.03    620,125.57   iFT  0.99990731   -0 08 28.6
 DA1447;UTM  12      - 3,639,112.909   389,915.974   MT  0.99974942   -0 38 20.6
 DA1447
 DA1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1447!SPC AZ C     -   0.99987737  x   0.99990731  =   0.99978469
 DA1447!UTM  12      -   0.99987737  x   0.99974942  =   0.99962682
 DA1447
 DA1447|---------------------------------------------------------------------|
 DA1447| PID    Reference Object                     Distance      Geod. Az  |
 DA1447|                                                           dddmmss.s |
 DA1447| CH5275 HAM RM 1                              6.038 METERS 06717     |
 DA1447| CH5274 HAM AZ MK                                          1125557.7 |
 DA1447| CH5276 HAM RM 2                              3.435 METERS 24506     |
 DA1447| CH5639 T6S R1E SECS 25 26 1/4 COR                         2575921.3 |
 DA1447|---------------------------------------------------------------------|
 DA1447
 DA1447                          SUPERSEDED SURVEY CONTROL
 DA1447
 DA1447  NAD 83(1986)-  32 53 04.71951(N)    112 10 36.72156(W) AD(       ) 2
 DA1447  NAD 27      -  32 53 04.55001(N)    112 10 34.20994(W) AD(       ) 2
 DA1447  NGVD 29 (07/19/86)  811.0    (m)         2661.     (f) VERT ANG    3  
 DA1447
 DA1447.Superseded values are not recommended for survey control.
 DA1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1447.See file dsdata.txt to determine how the superseded data were derived.
 DA1447
 DA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8991639113(NAD 83)
 DA1447_MARKER: DS = TRIANGULATION STATION DISK
 DA1447_SETTING: 66 = SET IN ROCK OUTCROP
 DA1447_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1447
 DA1447  HISTORY     - Date     Condition        Report By
 DA1447  HISTORY     - 1936     MONUMENTED       CGS
 DA1447  HISTORY     - 1949     SEE DESCRIPTION  USGS
 DA1447  HISTORY     - 1960     GOOD             CGS
 DA1447  HISTORY     - 1966     GOOD             AMS
 DA1447
 DA1447                          STATION DESCRIPTION
 DA1447
 DA1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1447'ON THE SUMMIT OF THE HIGHEST PEAK OF THE LOW, ROCKY RANGE
 DA1447'EXTENDING NORTH FROM TABLE MOUNTAIN, AT THE NORTH END OF THE
 DA1447'RANGE, 4 MILES NORTH OF STATE HIGHWAY NO. 84, 14 MILES SOUTHWEST
 DA1447'OF THE VILLAGE OF MARICOPA, NEAR THE SOUTHWEST END OF THE
 DA1447'SUMMIT, IN THE CENTER OF THE HIGHEST POINT.  MARKED BY A
 DA1447'STANDARD BRONZE DISK.  REFERENCE MARK
 DA1447'NO. 1, A STANDARD BRONZE DISK, IS AT THE EAST EDGE
 DA1447'OF THE SUMMIT AND 6.040 METERS (19.82 FEET) FROM STATION.
 DA1447'REFERENCE MARK NO. 2, A STANDARD
 DA1447'BRONZE REFERENCE DISK, IS ON THE RIDGE LINE OF THE
 DA1447'SPUR RIDGE TO THE SOUTHWEST AND 3.435 METERS (11.27 FEET)
 DA1447'FROM STATION.  THE AZIMUTH MARK,
 DA1447'A STANDARD BRONZE DISK, IS ON ROAD LEADING TO
 DA1447'BASE OF STATION PEAK, 75 YARDS WEST OF A SMALL BROWN
 DA1447'COTTAGE, 25 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 DA1447'WIRE CHICKEN PEN, 23 FEET NORTHEAST OF THE CENTER OF THE
 DA1447'ROAD AND 2.25 MILES FROM STATION S 67 DEG 04 MIN E.
 DA1447
 DA1447                          STATION RECOVERY (1949)
 DA1447
 DA1447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA1447'ORIGINAL TABLET FOUND AMONG LOOSE ROCKS AT STATION SITE AND
 DA1447'RESET IN A SOLID, IRREGULAR MASS OF CONCRETE CAST IN A TWO
 DA1447'FOOT HOLE IN FRAGMENTED ROCK FORMATION.  TABLET IS ABOUT FIVE
 DA1447'INCHES BELOW SURFACE OF SURROUNDING GROUND.
 DA1447
 DA1447                          STATION RECOVERY (1960)
 DA1447
 DA1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1447'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DA1447'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 DA1447'MARK WAS NOT SEARCHED FOR.  A U.S. G.L.O. MARK WAS USED
 DA1447'FOR THE AZIMUTH MARK.  A NEW TO REACH AND A NEW BOX SCORE
 DA1447'FOLLOWS.
 DA1447'
 DA1447'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO WEST
 DA1447'ON STATE HIGHWAY 84 FOR 17.0 MILES TO AN UNDER PASS AND A
 DA1447'GRAVEL ROAD TO THE RIGHT, TURN RIGHT AND GO NORTH ON THE GRAVELED
 DA1447'ROAD FOR 2.5 MILES TO A T ROAD RIGHT AND SIGN KIRIAN RANCH.
 DA1447'HERE TURN RIGHT ACROSS A WASH AND GO EASTERLY ON THE TRACK ROAD
 DA1447'FOR 0.2 MILE TO A FORK, JUST BEFORE ENTERING THE KIRIANS RANCH
 DA1447'YARD, TAKE RIGHT FORK, EAST, FOR 1.7 MILES TO A T ROAD LEFT,
 DA1447'CONTINUE EAST 0.05 MILE TO THE U.S. G.L.O. MARK USED FOR THE
 DA1447'AZIMUTH MARK.  (STAMPED S 26 S 25) CONTINUE EAST ON THE TRACK
 DA1447'ROAD FOR 0.2 MILE TO A T ROAD ON THE LEFT, CONTINUE STRAIGHT
 DA1447'AHEAD FOR 0.8 MILE TO A FORK THAT IS ABOUT 100 YARDS NORTH
 DA1447'OF A TANK AND CORRAL.  HERE TAKE LEFT FORK EAST AND
 DA1447'SOUTHEAST FOR 0.4 MILE TO A T ROAD LEFT, TURN LEFT AND GO
 DA1447'NORTHEAST FOR 0.7 MILE TO A LARGE WASH, CROSS THE WASH
 DA1447'AND GO NORTHEAST ON THE TRACK ROAD FOR 0.1 MILE, HERE LEAVE
 DA1447'THE TRACK ROAD AND PICK YOUR WAY NORTHEAST ON THE DELTA
 DA1447'FOR 0.6 MILE TO THE END OF TRUCK TRAVEL AT THE BASE OF THE
 DA1447'HILL.  FROM HERE PACK NORTHEAST TO THE SUMMIT AND STATION.
 DA1447'LENGTH OF PACK IS 1 HOUR.
 DA1447
 DA1447                          STATION RECOVERY (1966)
 DA1447
 DA1447'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DA1447'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0589 ***********************************************************************
 GP0589  DESIGNATION -  HAMBLIN
 GP0589  PID         -  GP0589
 GP0589  STATE/COUNTY-  AZ/COCONINO
 GP0589  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0589
 GP0589                         *CURRENT SURVEY CONTROL
 GP0589  ___________________________________________________________________
 GP0589* NAD 83(1992)-  36 13 32.88220(N)    111 23 18.32990(W)     ADJUSTED  
 GP0589* NAVD 88     -      1824.8    (meters)    5987.     (feet)  VERTCON   
 GP0589  ___________________________________________________________________
 GP0589  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 GP0589  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0589  HORZ ORDER  -  FIRST
 GP0589
 GP0589.The horizontal coordinates were established by classical geodetic methods
 GP0589.and adjusted by the National Geodetic Survey in August 1993.
 GP0589
 GP0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0589
 GP0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0589
 GP0589.The geoid height was determined by GEOID03.
 GP0589
 GP0589;                    North         East     Units Scale Factor Converg.
 GP0589;SPC AZ C     -   579,694.837   260,847.530   MT  0.99992778   +0 18 43.8
 GP0589;SPC AZ C     - 1,901,885.95    855,798.98   iFT  0.99992778   +0 18 43.8
 GP0589;UTM  12      - 4,009,063.442   465,092.169   MT  0.99961501   -0 13 46.4
 GP0589
 GP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0589!SPC AZ C     -   0.99971733  x   0.99992778  =   0.99964513
 GP0589!UTM  12      -   0.99971733  x   0.99961501  =   0.99933245
 GP0589
 GP0589|---------------------------------------------------------------------|
 GP0589| PID    Reference Object                     Distance      Geod. Az  |
 GP0589|                                                           dddmmss.s |
 GP0589| CH2424 HAMBLIN RM 1                          5.345 METERS 04340     |
 GP0589| CH2425 HAMBLIN RM 2                          4.130 METERS 14430     |
 GP0589| FQ0587 SHADOW                              APPROX.27.7 KM 1941422.9 |
 GP0589| CH2423 HAMBLIN AZ MK                                      2222400.4 |
 GP0589|---------------------------------------------------------------------|
 GP0589
 GP0589                          SUPERSEDED SURVEY CONTROL
 GP0589
 GP0589  NAD 83(1986)-  36 13 32.88178(N)    111 23 18.32877(W) AD(       ) 1
 GP0589  NAD 27      -  36 13 32.92300(N)    111 23 15.81500(W) AD(       ) 1
 GP0589  NGVD 29 (02/23/90) 1823.9    (m)         5984.     (f) VERT ANG    3  
 GP0589
 GP0589.Superseded values are not recommended for survey control.
 GP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0589.See file dsdata.txt to determine how the superseded data were derived.
 GP0589
 GP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6509209063(NAD 83)
 GP0589_MARKER: DS = TRIANGULATION STATION DISK
 GP0589_SETTING: 66 = SET IN ROCK OUTCROP
 GP0589_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0589+STABILITY: POSITION/ELEVATION WELL
 GP0589
 GP0589  HISTORY     - Date     Condition        Report By
 GP0589  HISTORY     - 1951     MONUMENTED       CGS
 GP0589  HISTORY     - 1955     GOOD             USGS
 GP0589  HISTORY     - 1969     GOOD             USGS
 GP0589  HISTORY     - 1972     GOOD             AZHD
 GP0589  HISTORY     - 1977     GOOD             NGS
 GP0589  HISTORY     - 1983     GOOD             AZDT
 GP0589
 GP0589                          STATION DESCRIPTION
 GP0589
 GP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0589'THE STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHERN POINT
 GP0589'OF HAMBLIN RIDGE, ABOUT 10 MILES NORTHWEST OF TUBA CITY,
 GP0589'6 MILES SOUTHEAST OF THE GAP TRADING POST AND 1/2 MILE EAST
 GP0589'OF U.S. HIGHWAY 89.
 GP0589'
 GP0589'TO REACH, FROM TUBA CITY TRADING POST, GO WEST, ON BLADED ROAD
 GP0589'JUST SOUTH OF THE TRADING POST 10.8 MILES TO U.S. HIGHWAY 89.
 GP0589'TURN RIGHT, AND GO NORTH, ON U.S. HIGHWAY 89, FOR 3.5 MILES
 GP0589'TO A CONCRETE WATE TROUGH ON RIGHT SIDE OF ROAD.  TURN RIGHT,
 GP0589'AND GO NORTH, UP WASH 0.4 MILE TO BASE OF LARGE ROCK SLIDE
 GP0589'AND END OF TRUCK TRAVEL.  THENCE PACK EASTERLY UP SLOPE OF
 GP0589'RIDGE TO HIGHEST POINT OF RIDGE AND THE STATION.  PACKING
 GP0589'TIME 1 HOUR.
 GP0589'
 GP0589'THE STATION MARK IS A STANDARD DISK, STAMPED HAMBLIN 1951,
 GP0589'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 GP0589'FLUSH WITH THE SURROUNDING BEDROCK.
 GP0589'
 GP0589'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HAMBLIN
 GP0589'NO 1 1951, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GP0589'IS ABOUT FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT
 GP0589'THE SAME ELEVATION AS THE STATION.
 GP0589'
 GP0589'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HAMBLIN
 GP0589'NO 2 1951, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 GP0589'ABOUT FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT 12
 GP0589'INCHES LOWER THAN THE STATION.
 GP0589'
 GP0589'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAMBLIN 1951,
 GP0589'SET IN A DRILL HOLE IN A BOULDER 18 INCHES IN DIAMETER WHICH
 GP0589'PROJECTS ABOUT 3 INCHES.  IT IS LOCATED ALONG THE WEST SIDE
 GP0589'OF U.S. HIGHWAY 89 AND IS ABOUT 85 FEET WEST OF THE CENTERLINE
 GP0589'OF THE HIGHWAY AND 10 FEET HIGHER THAN THE HIGHWAY.  TO REACH,
 GP0589'FROM THE CONCRETE WATER TROUGH AS IN DESCRIPTION, GO NORTH,
 GP0589'ON U.S. HIGHWAY 89, FOR 0.2 MILE TO THE AZIMUTH MARK.
 GP0589'
 GP0589'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 GP0589
 GP0589                          STATION RECOVERY (1955)
 GP0589
 GP0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GP0589'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.  RMS
 GP0589'AGREE WITH CGS.
 GP0589
 GP0589                          STATION RECOVERY (1969)
 GP0589
 GP0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GP0589'NOT OCCUPIED.
 GP0589
 GP0589                          STATION RECOVERY (1972)
 GP0589
 GP0589'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0589'GENERAL LOCATION ABOUT 10 MILES NW OF TUBA CITY AND 6
 GP0589'MILES SE OF THE GAP TRADING POST AND 1/2 MILE E OF U.S. HWY 89
 GP0589'
 GP0589'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GP0589'
 GP0589'STATION MARK STD USC AND GS BC SET IN BEDROCK STAMPED HAMBLIN
 GP0589'1951.
 GP0589'
 GP0589'REFERENCE MARKS STD USC AND GS BC STAMPED HAMBLIN NO 1
 GP0589'1951 AND HAMBLIN NO 2 1951.  COND GOOD
 GP0589'
 GP0589'AZIMUTH MARK NOT OBSERVED.
 GP0589
 GP0589                          STATION RECOVERY (1977)
 GP0589
 GP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 GP0589'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 GP0589'FOUND IN GOOD CONDITION AS DESCRIBED.  NO ANGLES TURNED AT THIS TIME.
 GP0589'
 GP0589'AIRLINE DISTANCE AND DRIECTION FROM NEAREST TOWN--ABOUT 10 MILES N.
 GP0589'W. OF TUBA CITY, AZ.
 GP0589'
 GP0589'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GP0589
 GP0589                          STATION RECOVERY (1983)
 GP0589
 GP0589'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0589'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 GP0589'CONDITION.  THE AZIMUTH MARK COULD NOT BE RECOVERED.
 GP0589'
 GP0589'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0589'FOR 24.0 MILES TO MILE POST 491.5 AND A GATE ON THE RIGHT.  TURN RIGHT
 GP0589'AND TRAVEL UP THE WASH TOWARD A SLIDE AREA ON WEST SIDE OF CLIFF
 GP0589'BENEATH THE HIGHEST POINT.  PACK EAST UP THE DRAINS AND RIDGES TO THE
 GP0589'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7988 ***********************************************************************
 DK7988  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7988  DESIGNATION -  HAMMOND
 DK7988  PID         -  DK7988
 DK7988  STATE/COUNTY-  AZ/GILA
 DK7988  USGS QUAD   -  GLOBE (1982)
 DK7988
 DK7988                         *CURRENT SURVEY CONTROL
 DK7988  ___________________________________________________________________
 DK7988* NAD 83(2007)-  33 24 23.69761(N)    110 50 22.81268(W)     ADJUSTED  
 DK7988* NAVD 88     -      1046.00   (meters)    3431.8    (feet)  GPS OBS   
 DK7988  ___________________________________________________________________
 DK7988  EPOCH DATE  -        2007.00
 DK7988  X           -  -1,896,394.166 (meters)                     COMP
 DK7988  Y           -  -4,981,899.395 (meters)                     COMP
 DK7988  Z           -   3,492,250.411 (meters)                     COMP
 DK7988  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DK7988  ELLIP HEIGHT-        1018.570 (meters)          (01/09/09) ADJUSTED
 DK7988  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DK7988  HORZ ORDER  -  B
 DK7988  ELLP ORDER  -  FOURTH    CLASS II
 DK7988
 DK7988.The horizontal coordinates were established by GPS observations
 DK7988.and adjusted by the National Geodetic Survey in January 2009.
 DK7988
 DK7988.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7988.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7988.The horizontal coordinates are valid at the epoch date displayed above.
 DK7988.The epoch date for horizontal control is a decimal equivalence
 DK7988.of Year/Month/Day.
 DK7988
 DK7988.The orthometric height was determined by GPS observations and a
 DK7988.high-resolution geoid model.
 DK7988.The orthometric height was determined by GPS observations and a
 DK7988.high-resolution geoid model using precise GPS observation and
 DK7988.processing techniques.
 DK7988
 DK7988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7988
 DK7988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7988
 DK7988.The ellipsoidal height was determined by GPS observations
 DK7988.and is referenced to NAD 83.
 DK7988
 DK7988.The geoid height was determined by GEOID03.
 DK7988
 DK7988;                    North         East     Units Scale Factor Converg.
 DK7988;SPC AZ E     -   267,042.760   150,761.400   MT  0.99994830   -0 22 14.0
 DK7988;SPC AZ E     -   876,124.54    494,624.02   iFT  0.99994830   -0 22 14.0
 DK7988;UTM  12      - 3,696,373.695   514,908.279   MT  0.99960274   +0 05 17.8
 DK7988
 DK7988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7988!SPC AZ E     -   0.99984012  x   0.99994830  =   0.99978842
 DK7988!UTM  12      -   0.99984012  x   0.99960274  =   0.99944292
 DK7988
 DK7988                          SUPERSEDED SURVEY CONTROL
 DK7988
 DK7988.No superseded survey control is available for this station.
 DK7988
 DK7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1490896374(NAD 83)
 DK7988_MARKER: F = FLANGE-ENCASED ROD
 DK7988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7988_STAMPING: HAMMOND
 DK7988_MARK LOGO: NGS   
 DK7988_PROJECTION: RECESSED 15 CENTIMETERS
 DK7988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7988+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7988_ROD/PIPE-DEPTH:  5.2 meters
 DK7988_SLEEVE-DEPTH  :  0.9 meters
 DK7988
 DK7988  HISTORY     - Date     Condition        Report By
 DK7988  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7988
 DK7988                          STATION DESCRIPTION
 DK7988
 DK7988'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7988'FROM THE INTERSECTION OF U.S. 60 AND S.R. 188 IN CLAYPOOL, ARIZONA GO
 DK7988'WEST FOR 0.7 MI (1.1 KM) TO OLD OAK ROAD TURN SOUTH FOR 0.4 MI (0.6
 DK7988'KM) TO HAMMOND TURN EAST FOR 0.1MI.  MONUMENT IS STAINLESS STEEL ROD
 DK7988'IN HAND HOLE NORTH SIDE OF ROAD AND SOUTH OF WATER METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0600 ***********************************************************************
 ES0600  DESIGNATION -  HANCE
 ES0600  PID         -  ES0600
 ES0600  STATE/COUNTY-  AZ/YAVAPAI
 ES0600  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0600
 ES0600                         *CURRENT SURVEY CONTROL
 ES0600  ___________________________________________________________________
 ES0600* NAD 83(1992)-  34 31 57.47331(N)    111 58 44.93558(W)     ADJUSTED  
 ES0600* NAVD 88     -      1411.82   (+/-2cm)    4631.9    (feet)  VERTCON   
 ES0600  ___________________________________________________________________
 ES0600  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ES0600  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0600  HORZ ORDER  -  SECOND
 ES0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0600
 ES0600.The horizontal coordinates were established by classical geodetic methods
 ES0600.and adjusted by the National Geodetic Survey in August 1993.
 ES0600
 ES0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0600.The vertical order pertains to the NGVD 29 superseded value.
 ES0600
 ES0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0600
 ES0600.The geoid height was determined by GEOID03.
 ES0600
 ES0600;                    North         East     Units Scale Factor Converg.
 ES0600;SPC AZ C     -   391,733.037   207,624.455   MT  0.99990041   -0 02 07.5
 ES0600;SPC AZ C     - 1,285,213.38    681,182.60   iFT  0.99990041   -0 02 07.5
 ES0600;UTM  12      - 3,821,650.932   410,144.428   MT  0.99969952   -0 33 18.3
 ES0600
 ES0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0600!SPC AZ C     -   0.99978251  x   0.99990041  =   0.99968294
 ES0600!UTM  12      -   0.99978251  x   0.99969952  =   0.99948209
 ES0600
 ES0600:                Primary Azimuth Mark                     Grid Az
 ES0600:SPC AZ C     -  AY 3                                     082 29 40.1
 ES0600:UTM  12      -  AY 3                                     083 00 50.9
 ES0600
 ES0600|---------------------------------------------------------------------|
 ES0600| PID    Reference Object                     Distance      Geod. Az  |
 ES0600|                                                           dddmmss.s |
 ES0600| ES0599 AY 3                                APPROX. 1.4 KM 0822732.6 |
 ES0600| ES0602 HANCE RM 1                           11.523 METERS 26827     |
 ES0600| ES0601 HANCE RM 2                            5.970 METERS 34813     |
 ES0600|---------------------------------------------------------------------|
 ES0600
 ES0600                          SUPERSEDED SURVEY CONTROL
 ES0600
 ES0600  NAD 83(1986)-  34 31 57.46848(N)    111 58 44.93340(W) AD(       ) 2
 ES0600  NAD 27      -  34 31 57.37470(N)    111 58 42.37560(W) AD(       ) 2
 ES0600  NGVD 29 (??/??/92) 1410.999  (m)         4629.25   (f) ADJ UNCH    2 0
 ES0600
 ES0600.Superseded values are not recommended for survey control.
 ES0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0600.See file dsdata.txt to determine how the superseded data were derived.
 ES0600
 ES0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1014421651(NAD 83)
 ES0600_MARKER: DS = TRIANGULATION STATION DISK
 ES0600_SETTING: 80 = SET IN A BOULDER
 ES0600_SP_SET: BOULDER
 ES0600_STAMPING: HANCE 1959
 ES0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0600+STABILITY: SURFACE MOTION
 ES0600
 ES0600  HISTORY     - Date     Condition        Report By
 ES0600  HISTORY     - 1959     MONUMENTED       CGS
 ES0600  HISTORY     - 1959     GOOD             CGS
 ES0600  HISTORY     - 1960     GOOD             CGS
 ES0600  HISTORY     - 1980     GOOD             AZDT
 ES0600
 ES0600                          STATION DESCRIPTION
 ES0600
 ES0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0600'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF CAMP VERDE,
 ES0600'2 MILES NORTH OF A CONCRETE BRIDGE OVER CIENEGO CREEK, 0.2 MILE
 ES0600'SOUTHWEST OF STATE HIGHWAY MILEPOST 280 AND 225 FEET WEST OF
 ES0600'STATE HIGHWAY 79, NEAR THE LOWER END OF A RIDGE AT THE HEAD OF
 ES0600'HANCE DRAW.
 ES0600'
 ES0600'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO SOUTH
 ES0600'AND WEST ON A BLACK TOPPED ROAD FOR 3.0 MILES TO THE JUNCTION OF
 ES0600'STATE HIGHWAY 79, TURN LEFT, GO SOUTHWEST ON STATE HIGHWAY 79
 ES0600'FOR 5.1 MILES TO HIGHWAY MILEPOST 280 AND A TRACK ROAD ON THE
 ES0600'RIGHT, TURN SHARP RIGHT AND FOLLOW THE TRACK ROAD NORTHEAST
 ES0600'ALONG THE HIGHWAY FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE
 ES0600'GATE, TURN LEFT AND GO SOUTHWEST ALONG THE FENCE FOR 0.2 MILE
 ES0600'TO THE STATION AS DESCRIBED.
 ES0600'
 ES0600'THE STATION MARK, STAMPED HANCE 1959, IS A STANDARD DISK CEMENTED
 ES0600'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS 130
 ES0600'FEET WEST OF A FENCELINE AND 8.6 FEET NORTHEAST OF A WITNESS POST.
 ES0600'
 ES0600'REFERENCE MARK NO. 1, STAMPED HENCE NO 1 1959, IS A STANDARD
 ES0600'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 ES0600'1 FOOT.  IT IS 30.1 FEET SOUTHWEST OF A WITNESS POST AND 2 FEET
 ES0600'LOWER THAN THE STATION.
 ES0600'
 ES0600'REFERENCE MARK NO. 2, STAMPED HANCE NO 2 1959, IS A STANDARD
 ES0600'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 ES0600'INCHES.  IT IS 23.2 FEET NORTH OF A WITNESS POST AND 2 FEET
 ES0600'LOWER THAN THE STATION.
 ES0600'
 ES0600'TRIANGULATION STATION AY 3 CAN BE USED FOR AN AZIMUTH MARK.
 ES0600'(SEE DESCRIPTION THEREOF).
 ES0600
 ES0600                          STATION RECOVERY (1959)
 ES0600
 ES0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0600'7.5 MI SW FROM CAMP VERDE.
 ES0600'3.0 MILES SOUTHWEST ALONG THE PAVED ROAD LEADING TO PHOENIX FROM THE
 ES0600'POST OFFICE IN CAMP VERDE, THENCE 5.5 MILES SOUTH ALONG STATE HIGHWAY
 ES0600'79, ABOUT 0.15 MILES WEST OF MILE POST 280, 225 FEET WEST OF HIGHWAY,
 ES0600'130 FEET WEST OF A NORTH, SOUTH FENCE, 8.6 FEET NORTHEAST OF WITNESS
 ES0600'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 ES0600
 ES0600                          STATION RECOVERY (1960)
 ES0600
 ES0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES0600'THE STATION AND REFERENCE MARKS WERE RECOVERED.  DISTANCES TO THE
 ES0600'REFERENCE MARKS WERE MEASURED AND FOUND TO BE AS LISTED BELOW.
 ES0600'THE STATION AND R.M. 2 ARE IN GOOD CONDITION.  THE BOULDER IN
 ES0600'WHICH R.M. 1 IS LOCATED IS A LOOSE BOULDER ON TOP OF THE GROUND
 ES0600'AND ROCKS WHEN A MANS WEIGHT IS PUT UPON IT.
 ES0600
 ES0600                          STATION RECOVERY (1980)
 ES0600
 ES0600'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES0600'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 ES0600'CONDITION AS DESCRIBED IN 1959.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0600'
 ES0600'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE TRAVEL WEST ON
 ES0600'ROAD TO COTTONWOOD FOR 2.3 MILES TO I-17.  TURN LEFT ON I-17 FOR 9.1
 ES0600'MILES TO THE SR 169 INTERCHANGE.  TRAVEL WEST ALONG SR 169 FOR 0.5
 ES0600'MILE TO A BLADED ROAD ON THE RIGHT.  TURN RIGHT CROSSING A CATTLE
 ES0600'GUARD AND FOLLOW MAIN TRAIL FOR 2.0 MILES AND STATION ON THE LEFT ON
 ES0600'TOP OF A SMALL RISE ABOUT 20 FEET FROM TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0602 ***********************************************************************
 ES0602  DESIGNATION -  HANCE RM 1
 ES0602  PID         -  ES0602
 ES0602  STATE/COUNTY-  AZ/YAVAPAI
 ES0602  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0602
 ES0602                         *CURRENT SURVEY CONTROL
 ES0602  ___________________________________________________________________
 ES0602* NAD 83(1986)-  34 31 57.     (N)    111 58 45.     (W)     SCALED    
 ES0602* NAVD 88     -      1410.97   (+/-2cm)    4629.2    (feet)  VERTCON   
 ES0602  ___________________________________________________________________
 ES0602  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0602
 ES0602.The horizontal coordinates were scaled from a topographic map and have
 ES0602.an estimated accuracy of +/- 6 seconds.
 ES0602
 ES0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0602.The vertical order pertains to the NGVD 29 superseded value.
 ES0602
 ES0602.The geoid height was determined by GEOID03.
 ES0602
 ES0602;                    North         East    Units  Estimated Accuracy
 ES0602;SPC AZ C     -   391,720.      207,620.      MT  (+/- 180 meters Scaled)
 ES0602
 ES0602                          SUPERSEDED SURVEY CONTROL
 ES0602
 ES0602  NGVD 29 (??/??/92) 1410.146  (m)         4626.45   (f) ADJ UNCH    2 0
 ES0602
 ES0602.Superseded values are not recommended for survey control.
 ES0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0602.See file dsdata.txt to determine how the superseded data were derived.
 ES0602
 ES0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD101216(NAD 83)
 ES0602_MARKER: DR = REFERENCE MARK DISK
 ES0602_SETTING: 0 = UNSPECIFIED SETTING
 ES0602_STAMPING: HANCE NO 1 1959
 ES0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0602
 ES0602  HISTORY     - Date     Condition        Report By
 ES0602  HISTORY     - 1959     MONUMENTED       CGS
 ES0602
 ES0602                          STATION DESCRIPTION
 ES0602
 ES0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0602'7.5 MI SW FROM CAMP VERDE.
 ES0602'3.0 MILES SOUTHWEST ALONG THE PAVED ROAD LEADING TO PHOENIX FROM THE
 ES0602'POST OFFICE IN CAMP VERDE, THENCE 5.5 MILES SOUTH ALONG STATE HIGHWAY
 ES0602'79, ABOUT 0.15 MILES WEST OF MILE POST 280, 225 FEET WEST OF HIGHWAY,
 ES0602'130 FEET WEST OF A NORTH, SOUTH FENCE, 8.6 FEET NORTHEAST OF WITNESS
 ES0602'POST, 37.8 WEST OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0601 ***********************************************************************
 ES0601  DESIGNATION -  HANCE RM 2
 ES0601  PID         -  ES0601
 ES0601  STATE/COUNTY-  AZ/YAVAPAI
 ES0601  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0601
 ES0601                         *CURRENT SURVEY CONTROL
 ES0601  ___________________________________________________________________
 ES0601* NAD 83(1986)-  34 31 57.     (N)    111 58 45.     (W)     SCALED    
 ES0601* NAVD 88     -      1410.95   (+/-2cm)    4629.1    (feet)  VERTCON   
 ES0601  ___________________________________________________________________
 ES0601  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ES0601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0601
 ES0601.The horizontal coordinates were scaled from a topographic map and have
 ES0601.an estimated accuracy of +/- 6 seconds.
 ES0601
 ES0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0601.The vertical order pertains to the NGVD 29 superseded value.
 ES0601
 ES0601.The geoid height was determined by GEOID03.
 ES0601
 ES0601;                    North         East    Units  Estimated Accuracy
 ES0601;SPC AZ C     -   391,720.      207,620.      MT  (+/- 180 meters Scaled)
 ES0601
 ES0601                          SUPERSEDED SURVEY CONTROL
 ES0601
 ES0601  NGVD 29 (??/??/92) 1410.124  (m)         4626.38   (f) ADJ UNCH    2 0
 ES0601
 ES0601.Superseded values are not recommended for survey control.
 ES0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0601.See file dsdata.txt to determine how the superseded data were derived.
 ES0601
 ES0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD101216(NAD 83)
 ES0601_MARKER: DR = REFERENCE MARK DISK
 ES0601_SETTING: 0 = UNSPECIFIED SETTING
 ES0601_STAMPING: HANCE NO 2 1959
 ES0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0601
 ES0601  HISTORY     - Date     Condition        Report By
 ES0601  HISTORY     - 1959     MONUMENTED       CGS
 ES0601
 ES0601                          STATION DESCRIPTION
 ES0601
 ES0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0601'7.5 MI SW FROM CAMP VERDE.
 ES0601'3.0 MILES SOUTHWEST ALONG THE PAVED ROAD LEADING TO PHOENIX FROM THE
 ES0601'POST OFFICE IN CAMP VERDE, THENCE 5.5 MILES SOUTH ALONG STATE HIGHWAY
 ES0601'79, ABOUT 0.15 MILES WEST OF MILE POST 280, 225 FEET WEST OF HIGHWAY,
 ES0601'130 FEET WEST OF A NORTH, SOUTH FENCE, 8.6 FEET NORTHEAST OF WITNESS
 ES0601'POST, 19.58 FEET NORTHWEST OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0320 ***********************************************************************
 GQ0320  DESIGNATION -  HANCOCK
 GQ0320  PID         -  GQ0320
 GQ0320  STATE/COUNTY-  AZ/MOHAVE
 GQ0320  USGS QUAD   -  HANCOCK KNOLLS (1988)
 GQ0320
 GQ0320                         *CURRENT SURVEY CONTROL
 GQ0320  ___________________________________________________________________
 GQ0320* NAD 83(1992)-  36 25 02.97644(N)    112 57 52.26153(W)     ADJUSTED  
 GQ0320* NAVD 88     -      1967.9    (meters)    6456.     (feet)  VERTCON   
 GQ0320  ___________________________________________________________________
 GQ0320  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GQ0320  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GQ0320  HORZ ORDER  -  FIRST
 GQ0320
 GQ0320.The horizontal coordinates were established by classical geodetic methods
 GQ0320.and adjusted by the National Geodetic Survey in June 1998.
 GQ0320
 GQ0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0320
 GQ0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0320
 GQ0320.The geoid height was determined by GEOID03.
 GQ0320
 GQ0320;                    North         East     Units Scale Factor Converg.
 GQ0320;SPC AZ W     -   601,141.229   283,802.826   MT  0.99999445   +0 27 58.8
 GQ0320;SPC AZ W     - 1,972,248.13    931,111.63   iFT  0.99999445   +0 27 58.8
 GQ0320;UTM  12      - 4,032,049.176   323,870.405   MT  0.99998222   -1 09 59.6
 GQ0320
 GQ0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0320!SPC AZ W     -   0.99969489  x   0.99999445  =   0.99968934
 GQ0320!UTM  12      -   0.99969489  x   0.99998222  =   0.99967711
 GQ0320
 GQ0320|---------------------------------------------------------------------|
 GQ0320| PID    Reference Object                     Distance      Geod. Az  |
 GQ0320|                                                           dddmmss.s |
 GQ0320| CH2431 HANCOCK RM 1                          5.540 METERS 03738     |
 GQ0320| CH2432 HANCOCK RM 2                          6.775 METERS 12028     |
 GQ0320| GQ0365 EMMA                                APPROX.25.2 KM 2273437.5 |
 GQ0320|---------------------------------------------------------------------|
 GQ0320
 GQ0320                          SUPERSEDED SURVEY CONTROL
 GQ0320
 GQ0320  NAD 83(1992)-  36 25 02.97644(N)    112 57 52.26153(W) AD(       ) 1
 GQ0320  NAD 83(1986)-  36 25 02.96773(N)    112 57 52.25370(W) AD(       ) 1
 GQ0320  NAD 27      -  36 25 03.03700(N)    112 57 49.53100(W) AD(       ) 1
 GQ0320  NGVD 29 (07/19/86) 1967.0    (m)         6453.     (f) VERT ANG    3  
 GQ0320
 GQ0320.Superseded values are not recommended for survey control.
 GQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0320.See file dsdata.txt to determine how the superseded data were derived.
 GQ0320
 GQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2387032049(NAD 83)
 GQ0320_MARKER: DS = TRIANGULATION STATION DISK
 GQ0320_SETTING: 80 = SET IN A BOULDER
 GQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0320+STABILITY: SURFACE MOTION
 GQ0320
 GQ0320  HISTORY     - Date     Condition        Report By
 GQ0320  HISTORY     - 1933     MONUMENTED       USGS
 GQ0320  HISTORY     - 1934     GOOD             USGS
 GQ0320  HISTORY     - 1953     GOOD             CGS
 GQ0320  HISTORY     - 1956     GOOD             USGS
 GQ0320
 GQ0320                          STATION DESCRIPTION
 GQ0320
 GQ0320'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0320'LOCATED ABOUT 9 MI W. OF S. OF SOUTHERNMOST OF HEATON KNOLLS,
 GQ0320'ABOUT 8 MI, BY RD., W. OF S. OF HEATON HOMESTEAD AND TANK.  ON
 GQ0320'MOST PROMINENT ONE OF SERIES OF LAVA KNOLLS ON WESTERN SIDE OF
 GQ0320'KANAB PLATEAU AND E. OF TOROWEAP VALLEY KNOWN LOCALLY AS HANCOCK
 GQ0320'KNOLL WHICH IS COVERED WITH JUNIPER AND PINON TREES.
 GQ0320'
 GQ0320'TO REACH FROM HEATONS TANK, GO S. ON RD. WHICH PASSES ABOUT 2 MI
 GQ0320'TO E. OF STATION.  TAKE BRANCH RD. LEADING OFF ABOUT E. OF KNOLL
 GQ0320'PASSING AROUND TO N. AND W. OF STATION.  STATION IS PROBABLY BEST
 GQ0320'APPROACHED FROM W.
 GQ0320'
 GQ0320'STATION MARK--STANDARD TABLET STAMPED---HANCOCK 1933---, CEMENTED
 GQ0320'IN ROCK IMBEDDED IN GROUND.
 GQ0320'
 GQ0320'RM 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0320'SIGNAL TREE.
 GQ0320'
 GQ0320'RM 2--COPPER NAIL AND WASHER IN FLAT BLAZE ON SMALL JUNIPER TREE
 GQ0320'ON SOUTHEAST SLOPE.
 GQ0320
 GQ0320                          STATION RECOVERY (1934)
 GQ0320
 GQ0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0320'ON THE KANAB PLATEAU, ABOUT 13 MILES (AIR LINE) W OF MT.
 GQ0320'TRUMBULL, AND 9.0 MILES N (AIR LINE) FROM N RIM OF GRAND
 GQ0320'CANYON, ON THE SUMMIT OF PROMINENT ROUND HILL KNOWN LOCALLY
 GQ0320'AS HANCOCK HILL.  LONE TREE WITH LIMBS ONLY ON TOP STANDS
 GQ0320'ON SUMMIT.
 GQ0320'
 GQ0320'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0320'IN DRILL HOLES IN BOULDERS.
 GQ0320'
 GQ0320'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH
 GQ0320'A NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE.
 GQ0320'
 GQ0320'REACHED FROM FREDONIA BY TAKING PIPE SPRINGS HIGHWAY W FOR
 GQ0320'8.2 MILES, TURN LEFT, GO 3.9 MILES, PASS THRU GATE.  CONTINUE
 GQ0320'AHEAD FOR 3.3 MILES, TAKE RIGHT FORK ON MAIN-TRAVELED ROAD,
 GQ0320'GO 0.5 MILE, TAKE RIGHT FORK ON MAIN-TRAVELED ROAD, GO 1.1 MILES
 GQ0320'TAKE RIGHT FORK, GO 8.7 MILES TAKE LEFT FORK, GO 0.3 MILE
 GQ0320'KEEPING LEFT ON MAIN-TRAVELED ROAD FOR 5.1 MILES TO HACKS
 GQ0320'RESERVOIR, GO W AND S 4.4 MILES TAKE RIGHT FORK FOR 4.2 MILES TO NE
 GQ0320'CORNER HEATONS RESERVOIR FENCE, FOLLOW AROUND FENCE TO
 GQ0320'GATE ON S SIDE OF FENCE, TURN DUE S AND GO 2.3 MILES, TAKE
 GQ0320'LEFT FORK 2.1 MILES, TAKE LEFT FORK ON MAIN-TRAVELED ROAD
 GQ0320'FOR 2.4 MILES TO CROSSROADS AND BENCH MARK 119, TURN RIGHT
 GQ0320'AND GO 2.3 MILES TAKE LEFT FORK GO 0.4 MILE, TURN LEFT OFF
 GQ0320'ROAD AND TAKE UP RIDGE 0.5 MILE TO END OF TRUCK TRAVEL.
 GQ0320'ABOUT 25-MINUTE PACK TO SUMMIT OF HILL.  ABOUT 3-1/2 HOUR
 GQ0320'TRIP FROM FREEDONIA.
 GQ0320
 GQ0320                          STATION RECOVERY (1953)
 GQ0320
 GQ0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0320'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK (USBM H 120)
 GQ0320'WERE RECOVERED IN GOOD CONDITION.
 GQ0320'
 GQ0320'THE STATION WAS NOT OCCUPIED AND NO COMPARISON WAS MADE AS
 GQ0320'TO THE DISTANCE AND DIRECTION OF THE REFERENCE AND AZIMUTH
 GQ0320'MARKS.
 GQ0320'
 GQ0320'THE ORIGINAL TO REACH IS NOW OBSOLETE.  A COMPLETE NEW DESCRIPTION
 GQ0320'FOLLOWS.
 GQ0320'
 GQ0320'THE STATION IS ON THE KANAB PLATEAU, 13 MILES EAST OF MT.
 GQ0320'TRUMBULL AND 9 MILES NORTH OF THE NORTH RIM OF THE GRAND
 GQ0320'CANYON.  IT IS ON THE SUMMIT OF A PROMINENT ROUND KNOLL KNOWN
 GQ0320'LOCALLY AS HANCOCK HILL.
 GQ0320'
 GQ0320'REACHED FROM THE JUNCTION OF THE PIPE SPRINGS ROAD AND U.S.
 GQ0320'HIGHWAY 89, WHICH IS ONE BLOCK NORTH OF THE ARIZONA CHECKING
 GQ0320'STATION IN FREDONIA, BY GOING WEST ON THE PIPE SPRINGS ROAD
 GQ0320'FOR 8.2 MILES TO Y-FORKS.  TAKE THE LEFT FORK AND GO SOUTH FOR
 GQ0320'25.5 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTH FOR
 GQ0320'4.1 MILES TO A CATTLE GUARD.  PASS OVER CATTLE GUARD AND
 GQ0320'CONTINUE FOR 0.5 MILE TO Y-FORKS.  TAKE LEFT FORK SOUTH FOR 0.6
 GQ0320'MILE TO JUNES TANK.  TAKE DIM RIGHT FORK AND FOLLOW MAIN
 GQ0320'TRAVELED ROAD FOR 5.0 MILES TO A ROCK CAIRN ON LEFT.
 GQ0320'CONTINUE FOR 1.3 MILES TO TWO ROCK CAIRNS ON THE LEFT
 GQ0320'(EAST).  CONTINUE ON MAIN TRAVELED ROAD STRAIGHT AHEAD
 GQ0320'FOR 1.9 MILES TO A CROSSROAD AND SIGNS TUCKUP POINT-TOROWEAP
 GQ0320'PT.-S.B. PT.-RANCH PT.  TURN RIGHT AND GO WEST ON DIM ROAD
 GQ0320'FOR 2.1 MILES TO A GATE.  TURN LEFT ALONG EAST SIDE OF FENCE AND
 GQ0320'FOLLOW FENCE RIGHT-OF-WAY FOR 0.8 MILE TO A TALL FENCE POST
 GQ0320'WITH 3 BLAZED NOTCHES.  HERE TURN LEFT AND GO EAST ACROSS
 GQ0320'COUNTRY 0.1 MILE TO END OF TRUCK TRAVEL.  HERE PACK
 GQ0320'EAST ABOUT 1/4 MILE TO A SADDLE, TURN RIGHT AND GO
 GQ0320'SOUTHEAST ABOUT 1/4 MILE TO HIGHEST POINT AND STATION.
 GQ0320
 GQ0320                          STATION RECOVERY (1956)
 GQ0320
 GQ0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0857 ***********************************************************************
 ES0857  DESIGNATION -  HANCOCK
 ES0857  PID         -  ES0857
 ES0857  STATE/COUNTY-  AZ/COCONINO
 ES0857  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0857
 ES0857                         *CURRENT SURVEY CONTROL
 ES0857  ___________________________________________________________________
 ES0857* NAD 83(1992)-  34 37 22.88635(N)    111 09 49.92390(W)     ADJUSTED  
 ES0857* NAVD 88     -      2102.2    (meters)    6897.     (feet)  VERTCON   
 ES0857  ___________________________________________________________________
 ES0857  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ES0857  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0857  HORZ ORDER  -  SECOND
 ES0857
 ES0857.The horizontal coordinates were established by classical geodetic methods
 ES0857.and adjusted by the National Geodetic Survey in August 1993.
 ES0857
 ES0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0857
 ES0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0857
 ES0857.The geoid height was determined by GEOID03.
 ES0857
 ES0857;                    North         East     Units Scale Factor Converg.
 ES0857;SPC AZ C     -   402,015.427   282,389.124   MT  0.99995871   +0 25 39.9
 ES0857;SPC AZ C     - 1,318,948.25    926,473.50   iFT  0.99995871   +0 25 39.9
 ES0857;UTM  12      - 3,831,251.361   484,978.535   MT  0.99960278   -0 05 35.2
 ES0857
 ES0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0857!SPC AZ C     -   0.99967381  x   0.99995871  =   0.99963254
 ES0857!UTM  12      -   0.99967381  x   0.99960278  =   0.99927672
 ES0857
 ES0857:                Primary Azimuth Mark                     Grid Az
 ES0857:SPC AZ C     -  HORSE                                    089 26 32.0
 ES0857:UTM  12      -  HORSE                                    089 57 47.1
 ES0857
 ES0857|---------------------------------------------------------------------|
 ES0857| PID    Reference Object                     Distance      Geod. Az  |
 ES0857|                                                           dddmmss.s |
 ES0857| ES0862 HORSE                               460.467 METERS 0895211.9 |
 ES0857| ES0877 SAWMILL                             APPROX. 1.3 KM 2431933.9 |
 ES0857|---------------------------------------------------------------------|
 ES0857
 ES0857                          SUPERSEDED SURVEY CONTROL
 ES0857
 ES0857  NAD 83(1986)-  34 37 22.87904(N)    111 09 49.92796(W) AD(       ) 2
 ES0857  NGVD 29 (07/10/87) 2101.2    (m)         6894.     (f) VERT ANG    3  
 ES0857
 ES0857.Superseded values are not recommended for survey control.
 ES0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0857.See file dsdata.txt to determine how the superseded data were derived.
 ES0857
 ES0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8497931251(NAD 83)
 ES0857_MARKER: DS = TRIANGULATION STATION DISK
 ES0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0857+STABILITY: SURFACE MOTION
 ES0857
 ES0857  HISTORY     - Date     Condition        Report By
 ES0857  HISTORY     - 1981     MONUMENTED       AZDT
 ES0857  HISTORY     - 19980817 GOOD             USPSQD
 ES0857  HISTORY     - 20080723 MARK NOT FOUND   GEOCAC
 ES0857
 ES0857                          STATION DESCRIPTION
 ES0857
 ES0857'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0857'THE STATION IS LOCATED 1.75 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0857'STATION ALONG ARIZONA HIGHWAY 87.
 ES0857'
 ES0857'THE STATION MARK IS AN AZDT DISK STAMPED---HANCOCK 1981---SET IN
 ES0857'TOP OF A 10 INCH CONCRETE MONUMENT 28 FEET NORTH OF THE CENTERLINE OF
 ES0857'THE HIGHWAY AND 4 FEET SOUTH OF A CAIRN.
 ES0857'
 ES0857'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0857'
 ES0857'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0857'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0857'CONTINUE NORTH ALONG THE HIGHWAY FOR 1.5 MILES TO FOREST TRAIL ON THE
 ES0857'LEFT, CONTINUE NORTH ALONG THE HIGHWAY FOR 0.15 MILE TO THE STATION ON
 ES0857'THE LEFT AT MILEPOST 301.3.
 ES0857
 ES0857                          STATION RECOVERY (1998)
 ES0857
 ES0857'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0857'RECOVERED IN GOOD CONDITION.
 ES0857
 ES0857                          STATION RECOVERY (2008)
 ES0857
 ES0857'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0857'DID NOT SEE STATION OR CAIRN AT INDICATED LOCATION. IT APPEARS THAT
 ES0857'SHOULDER OF HIGHWAY HAS
 ES0857'BEEN BACKFILLED SOMEWHAT RECENTLY, STATION MAY BE BELOW REGRADED
 ES0857'SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0421 ***********************************************************************
 GQ0421  DESIGNATION -  HANCOCK PEAK
 GQ0421  PID         -  GQ0421
 GQ0421  STATE/COUNTY-  AZ/MOHAVE
 GQ0421  USGS QUAD   -  MOUNT BANGS (1985)
 GQ0421
 GQ0421                         *CURRENT SURVEY CONTROL
 GQ0421  ___________________________________________________________________
 GQ0421* NAD 83(1992)-  36 47 33.97697(N)    113 51 17.10487(W)     ADJUSTED  
 GQ0421* NAVD 88     -      2443.3    (meters)    8016.     (feet)  VERTCON   
 GQ0421  ___________________________________________________________________
 GQ0421  LAPLACE CORR-          15.02  (seconds)                    DEFLEC99
 GQ0421  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 GQ0421  HORZ ORDER  -  SECOND
 GQ0421
 GQ0421.The horizontal coordinates were established by classical geodetic methods
 GQ0421.and adjusted by the National Geodetic Survey in August 1993.
 GQ0421
 GQ0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0421
 GQ0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0421
 GQ0421.The geoid height was determined by GEOID03.
 GQ0421
 GQ0421;                    North         East     Units Scale Factor Converg.
 GQ0421;SPC AZ W     -   642,501.592   204,011.286   MT  0.99993441   -0 03 45.9
 GQ0421;SPC AZ W     - 2,107,944.86    669,328.37   iFT  0.99993441   -0 03 45.9
 GQ0421;UTM  12      - 4,075,686.648   245,277.757   MT  1.00039942   -1 42 38.5
 GQ0421
 GQ0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0421!SPC AZ W     -   0.99962060  x   0.99993441  =   0.99955504
 GQ0421!UTM  12      -   0.99962060  x   1.00039942  =   1.00001987
 GQ0421
 GQ0421|---------------------------------------------------------------------|
 GQ0421| PID    Reference Object                     Distance      Geod. Az  |
 GQ0421|                                                           dddmmss.s |
 GQ0421| CH2429 HANCOCK PEAK RM 1                     6.626 METERS 03528     |
 GQ0421| CH2428 HANCOCK PEAK AZ MK                                 1755555.3 |
 GQ0421| CH2430 HANCOCK PEAK RM 2                     7.468 METERS 31331     |
 GQ0421|---------------------------------------------------------------------|
 GQ0421
 GQ0421                          SUPERSEDED SURVEY CONTROL
 GQ0421
 GQ0421  NAD 83(1986)-  36 47 33.97334(N)    113 51 17.10290(W) AD(       ) 2
 GQ0421  NAD 27      -  36 47 34.05000(N)    113 51 14.23700(W) AD(       ) 2
 GQ0421  NGVD 29 (07/19/86) 2442.3    (m)         8013.     (f) VERT ANG    3  
 GQ0421
 GQ0421.Superseded values are not recommended for survey control.
 GQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0421.See file dsdata.txt to determine how the superseded data were derived.
 GQ0421
 GQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4527875687(NAD 83)
 GQ0421_MARKER: DS = TRIANGULATION STATION DISK
 GQ0421_SETTING: 80 = SET IN A BOULDER
 GQ0421_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0421
 GQ0421  HISTORY     - Date     Condition        Report By
 GQ0421  HISTORY     - 1953     MONUMENTED       CGS
 GQ0421  HISTORY     - 1960     GOOD             CGS
 GQ0421  HISTORY     - 1972     GOOD             AZHD
 GQ0421
 GQ0421                          STATION DESCRIPTION
 GQ0421
 GQ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0421'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF THE UTAH-ARIZONA
 GQ0421'STATE LINE, ABOUT 12 MILES EAST OF MESQUITE, NEVADA, AND ABOUT
 GQ0421'11 MILES EAST OF THE NEVADA-ARIZONA STATE LINE.  IT IS NEAR
 GQ0421'THE HIGHEST PART OF THE HIGHEST PEAK IN THE VICINITY WHICH
 GQ0421'IS LOCALLY KNOWN AS HANCOCK MOUNTAIN.
 GQ0421'
 GQ0421'REACHED FROM THE POST OFFICE IN MESQUITE BY DRIVING SOUTHWEST
 GQ0421'ALONG U.S. HIGHWAY 91 FOR 2.4 MILES TO THE SOUTH END OF THE
 GQ0421'BRIDGE ACROSS VIRGIN RIVER AT A ROAD LEFT.  TURN SHARP LEFT
 GQ0421'ALONG THE EAST SIDE OF THE RIVER AND GO 0.1 MILE TO A FORK.
 GQ0421'TAKE THE RIGHT FORK AND FOLLOW THE GRADED ROAD SOUTHEAST FOR
 GQ0421'2.9 MILES TO A ROAD FORK.  TAKE THE LEFT FORK AS PER SIGN,
 GQ0421'TUNGSTEN 2- LIME KILN, AND GO 3.5 MILES TO A FORK.  TAKE THE
 GQ0421'RIGHT FORK AS PER SIGN, TUNGSTEN 2 -LIME KILN, AND GO 2.3
 GQ0421'MILES TO A NARROW ROAD FORK.  TAKE THE LEFT FORK AND GO 0.85
 GQ0421'MILE TO A REVERSE Y FORK.  AT THIS POINT THERE IS A RED
 GQ0421'HOUSE ON THE RIGHT.  TAKE THE LEFT FORK AND CONTINUE AS
 GQ0421'PER SIGN, LIME KILN, UP THE CANYON AND THROUGH A SADDLE
 GQ0421'IN THE HILL FOR A DISTANCE OF 5.1 MILE TO A FORK ON THE EAST
 GQ0421'SLOPE.  TAKE THE LEFT FORK, DOWN HILL, FOR 0.9 MILE TO A
 GQ0421'FORK WHICH IS ABOUT 0.1 MILE SOUTH OF A SMALL MINE.  TAKE
 GQ0421'THE RIGHT FORK AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT
 GQ0421'FORK AND CONTINUE FOR 1.2 MILES TO A WIRE GATE.  PASS
 GQ0421'THROUGH GATE AND CONTINUE DOWN THE WASH, PASSING THROUGH
 GQ0421'A STOCK PEN AT A WIND MILL, EAST THEN NORTH TO A ROAD
 GQ0421'LEFT WHICH IS ABOUT 0.1 MILE BEFORE REACHING AN EARTHEN
 GQ0421'RESERVOIR.  TURN LEFT (NORTHWEST) AND GO 0.1 MILE TO A WIRE
 GQ0421'GATE.  PASS THROUGH GATE AND CONTINUE FOR 3.2 MILES TO A
 GQ0421'STOCK CORRAL.  TURN LEFT AT THE CORRAL AND FOLLOW THE
 GQ0421'ROAD UP OVER THE HILL FOR 0.7 MILE TO A FORK.  TAKE THE LEFT
 GQ0421'FORK AND CONTINUE NORTH-NORTHWEST FOR 5.5 TO A STONE CABIN
 GQ0421'AND THE AZIMUTH MARK AS DESCRIBED BELOW.  CONTINUE STRAIGHT
 GQ0421'AHEAD FOR 0.3 MILE TO A LARGE CEMENT WATER TANK AND THE END
 GQ0421'OF TRUCK TRAVEL.  AT THIS POINT A TRAIL FOLLOWS THE WASH IN
 GQ0421'A NORTHERLY DIRECTION.  FOLLOW THIS TRAIL (NORTHERLY) FOR
 GQ0421'ABOUT 40 MINUTES TO A POINT OPPOSITE THE STATION PEAK AT AN
 GQ0421'OLD CAMP SITE AND A SMALL CAIRN.  AT THIS POINT OR THE
 GQ0421'IMMEDIATE VICINITY THE TRAIL TAKES OFF UP THE RIDGE (WESTERLY)
 GQ0421'TOWARD THE STATION.  FOLLOW THE TRAIL TO A POINT WHERE IT
 GQ0421'LEAVES THE GENERAL DIRECTION OF THE STATION HILL.  HERE
 GQ0421'LEAVE THE TRAIL AND PACK (WESTERLY) TO THE HIGHEST POINT
 GQ0421'AND THE STATION.  APPROXIMATELY 2-1/2-HOUR PACK.
 GQ0421'
 GQ0421'THE STATION IS 10 FEET SOUTH OF THE HIGHEST POINT OF THE PEAK.
 GQ0421'IT IS A STANDARD DISK SET IN THE TOP OF A LARGE, 10X6X4 FOOT
 GQ0421'BOULDER.  THE MARK IS STAMPED HANCOCK PK 1953.
 GQ0421'
 GQ0421'REFERENCE MARK 1 IS ABOUT 18 INCHES LOWER THAN THE STATION.
 GQ0421'IT IS A STANDARD DISK SET ON A SLOPE IN THE TOP OF A 8X3X2
 GQ0421'FOOT BOULDER THAT PROJECTS ABOUT 2 FEET.  THE MARK IS STAMPED
 GQ0421'HANCOCK PK NO 1 1953.
 GQ0421'
 GQ0421'REFERENCE MARK 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0421'IT IS A STANDARD DISK SET IN THE TOP OF A MONSTROUS BOULDER.
 GQ0421'THE MARK IS STAMPED HANCOCK PK NO 2 1953.
 GQ0421'
 GQ0421'THE AZIMUTH MARK IS SET IN THE NORTH EDGE OF A CONCRETE STEP
 GQ0421'AT THE EAST ENTRANCE TO THE ROCK CABIN MENTIONED IN THE
 GQ0421'DESCRIPTION ABOVE.  IT IS STAMPED HANCOCK PK 1953.
 GQ0421
 GQ0421                          STATION RECOVERY (1960)
 GQ0421
 GQ0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0421'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 GQ0421'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A NEW ROUTE
 GQ0421'TO THE STATION FOLLOWS--
 GQ0421'
 GQ0421'TO REACH THE STATION FROM THE POST OFFICE IN MESQUITE, NEVADA,
 GQ0421'GO NORTHEAST ON U.S. HIGHWAY 91 FOR 3.0 MILES TO A SIDE ROAD
 GQ0421'RIGHT, TURN RIGHT AND FOLLOW THE BLADED ROAD EAST FOR 1.7 MILES
 GQ0421'TO THE VIRGIN RIVER.  CROSS THE RIVER AND CONTINUE EAST ON THE
 GQ0421'BLADED ROAD FOR 4.4 MILES TO A CORRAL AT THE MOUTH OF A CANYON,
 GQ0421'PASS TO THE LEFT OF THE CORRAL AND GO SOUTHEAST ON MAIN TRAVELED
 GQ0421'ROAD FOR 4.3 MILES TO A SMALL WIRE CORRAL ON THE LEFT.
 GQ0421'CONTINUE EAST FOR 3.3 MILES TO A FORK, TAKE THE RIGHT FORK FOR
 GQ0421'0.1 MILE TO A REVERSE Y FORK, CONTINUE AHEAD FOR 0.05 MILE TO
 GQ0421'A STONE CABIN AND THE AZIMUTH MARK CEMENTED IN THE NORTH
 GQ0421'END OF THE FIRST CONCRETE STEP AT THE EAST ENTRANCE TO THE
 GQ0421'CABIN.  GO NORTH ON BLADED ROAD FOR 0.05 MILE TO A FORK,
 GQ0421'TAKE RIGHT FORK AND CONTINUE NORTH AND WEST FOR 3.0 MILES TO
 GQ0421'THE END OF TRUCK TRAVEL.  PACK SOUTHWEST TO THE HIGHEST PART
 GQ0421'OF THE MOUNTAIN AND STATION.  LENGTH OF PACK IS ABOUT 1
 GQ0421'HOUR.
 GQ0421
 GQ0421                          STATION RECOVERY (1972)
 GQ0421
 GQ0421'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0421'GENERAL LOCATION--ABOUT 13 MILES S OF THE UTAH-ARIZ. ST.
 GQ0421'LINE AND ABOUT 12 MILES E OF MESQUITE, NEV. AND ABOUT 11 MILES
 GQ0421'E OF THE - NEV.-ARIZ. ST. LINE
 GQ0421'
 GQ0421'TO REACH--AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0421'
 GQ0421'STATION MARK--STD USC AND GS BC SET IN TOP OF LARGE BOULDER
 GQ0421'STAMPED HANCOCK PK 1953
 GQ0421'
 GQ0421'REFERENCE MARKS--NO 1 AND NO 2 STD USC AND GS BCS SET IN
 GQ0421'BOULDERS STAMPED HANCOCK PK 1953 RESPECTIVELY
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0207 ***********************************************************************
 FR0207  DESIGNATION -  HANK
 FR0207  PID         -  FR0207
 FR0207  STATE/COUNTY-  AZ/YAVAPAI
 FR0207  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0207
 FR0207                         *CURRENT SURVEY CONTROL
 FR0207  ___________________________________________________________________
 FR0207* NAD 83(1992)-  35 18 59.44609(N)    112 56 39.08477(W)     ADJUSTED  
 FR0207* NAVD 88     -      1597.568  (meters)    5241.35   (feet)  POSTED    
 FR0207  ___________________________________________________________________
 FR0207  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FR0207  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FR0207  DYNAMIC HT  -        1595.490 (meters)    5234.54  (feet)  COMP
 FR0207  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 FR0207
 FR0207  HORZ ORDER  -  SECOND
 FR0207  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0207
 FR0207.The horizontal coordinates were established by classical geodetic methods
 FR0207.and adjusted by the National Geodetic Survey in June 1998.
 FR0207
 FR0207.The orthometric height was determined by differential leveling
 FR0207.and adjusted by the  in 1992.
 FR0207.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0207.was located on a no-check spur therefore a value was not computed.
 FR0207.No vertical observational check was made to the station.
 FR0207
 FR0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0207
 FR0207.The geoid height was determined by GEOID03.
 FR0207
 FR0207.The dynamic height is computed by dividing the NAVD 88
 FR0207.geopotential number by the normal gravity value computed on the
 FR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0207.degrees latitude (g = 980.6199 gals.).
 FR0207
 FR0207.The modeled gravity was interpolated from observed gravity values.
 FR0207
 FR0207;                    North         East     Units Scale Factor Converg.
 FR0207;SPC AZ C     -   479,170.078   119,929.552   MT  1.00000754   -0 35 38.6
 FR0207;SPC AZ C     - 1,572,080.31    393,469.66   iFT  1.00000754   -0 35 38.6
 FR0207;UTM  12      - 3,909,877.881   323,263.940   MT  0.99998495   -1 07 27.2
 FR0207
 FR0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0207!SPC AZ C     -   0.99975330  x   1.00000754  =   0.99976084
 FR0207!UTM  12      -   0.99975330  x   0.99998495  =   0.99973826
 FR0207
 FR0207:                Primary Azimuth Mark                     Grid Az
 FR0207:SPC AZ C     -  SELIGMAN SANTA FE RR TANK                082 11 56.5
 FR0207:UTM  12      -  SELIGMAN SANTA FE RR TANK                082 43 45.1
 FR0207
 FR0207|---------------------------------------------------------------------|
 FR0207| PID    Reference Object                     Distance      Geod. Az  |
 FR0207|                                                           dddmmss.s |
 FR0207| FR0901 SELIGMAN SANTA FE RR TANK           APPROX. 6.2 KM 0813617.9 |
 FR0207| FR0208 HANK RM 1                             8.728 METERS 12739     |
 FR0207| FR0209 HANK RM 2                             7.571 METERS 22629     |
 FR0207| CH2433 HANK AZ MK                                         3070648.1 |
 FR0207|---------------------------------------------------------------------|
 FR0207
 FR0207                          SUPERSEDED SURVEY CONTROL
 FR0207
 FR0207  NAD 83(1992)-  35 18 59.44609(N)    112 56 39.08477(W) AD(       ) 2
 FR0207  NAD 83(1986)-  35 18 59.44651(N)    112 56 39.08288(W) AD(       ) 2
 FR0207  NAD 27      -  35 18 59.42640(N)    112 56 36.42560(W) AD(       ) 2
 FR0207  NGVD 29 (??/??/92) 1596.710  (m)         5238.54   (f) ADJ UNCH    2 0
 FR0207
 FR0207.Superseded values are not recommended for survey control.
 FR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0207.See file dsdata.txt to determine how the superseded data were derived.
 FR0207
 FR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2326409878(NAD 83)
 FR0207_MARKER: DB = BENCH MARK DISK
 FR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0207_STAMPING: HANK 1962
 FR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0207+STABILITY: SURFACE MOTION
 FR0207
 FR0207  HISTORY     - Date     Condition        Report By
 FR0207  HISTORY     - 1962     MONUMENTED       CGS
 FR0207  HISTORY     - 1962     GOOD             CGS
 FR0207  HISTORY     - 1962     GOOD             CGS
 FR0207  HISTORY     - 1967     GOOD             CGS
 FR0207  HISTORY     - 1973     GOOD             USGS
 FR0207
 FR0207                          STATION DESCRIPTION
 FR0207
 FR0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0207'THE STATION IS LOCATED ABOUT 4 MILES WEST OF SELIGMAN AND 2
 FR0207'MILES SOUTH OF U.S. HIGHWAY 66 ON A SMALL FLAT RIDGE SLIGHTLY
 FR0207'HIGHER THAN THE SURROUNDING AREA.
 FR0207'
 FR0207'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0207'SOUTH 0.05 MILE TO U.S. HIGHWAY 66, TURN RIGHT, GO NORTHWEST
 FR0207'ON U.S. HIGHWAY 66 FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN
 FR0207'LEFT CROSSING RAILROAD TRACKS AND GO WESTERLY ON BLADED ROAD
 FR0207'FOR 1.65 MILES TO A SIDE ROAD LEFT, TURN LEFT, GO SOUTHERLY
 FR0207'FOR 0.1 MILE TO A DIM SIDE ROAD LEFT, TURN LEFT, GO
 FR0207'SOUTHEASTERLY FOR 0.35 MILE TO THE HEAD OF A SMALL DRAW,
 FR0207'CONTINUE EASTERLY FOR 0.2 MILE TO THE STATION.
 FR0207'
 FR0207'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR
 FR0207'0.2 MILE TO THE MARK AS DESCRIBED.
 FR0207'
 FR0207'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH
 FR0207'SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES ABOVE THE SURFACE
 FR0207'OF THE GROUND AND IS STAMPED HANK 1962.  THE MARK IS 31 FEET
 FR0207'NORTHWEST OF A TRIANGLE BLAZED TREE AND 3.1 FEET NORTH OF A
 FR0207'WITNESS POST.
 FR0207'
 FR0207'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 FR0207'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES ABOVE
 FR0207'THE SURFACE OF THE GROUND AND IS STAMPED HANK NO 1 1962.
 FR0207'THE MARK IS 26.5 FEET SOUTHEAST OF A WITNESS POST AND 8 FEET
 FR0207'SOUTHWEST OF A TRIANGLE BLAZED TREE.
 FR0207'
 FR0207'REFERENCE MARK 2, A STNADARD REFERENCE DISK SET IN TOP OF A
 FR0207'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5-INCHES ABOVE
 FR0207'THE SURFACE OF THE GROUND AND IS STAMPED HANK NO 2 1962.  THE
 FR0207'MARK IS 47 FEET WEST OF A TRIANGLE BLAZED TREE AND 23 FEET
 FR0207'SOUTHWEST OF A WITNESS POST.
 FR0207'
 FR0207'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0207'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 FR0207'GROUND AND IS STAMPED HANK 1962.  THE MARK IS 18 FEET SOUTHEAST
 FR0207'OF A TRIANGLE BLAZED TREE AND 3.2 FEET SOUTHEAST OF A WITNESS
 FR0207'POST.
 FR0207'
 FR0207'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 40.70 FEET.
 FR0207'
 FR0207'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
 FR0207
 FR0207                          STATION RECOVERY (1962)
 FR0207
 FR0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0207'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FR0207'TO BE IN GOOD CONDITION.  SINCE THE STATION HAD BEEN OCCUPIED
 FR0207'BY PARTY 620 LESS THAN 1 YEAR AGO, NO DIRECTIONS WERE TAKEN
 FR0207'ON THE REFERENCE MARKS.  THE DISTANCES TO THE REFERENCE MARKS
 FR0207'WERE FOUND TO BE CORRECT.
 FR0207'
 FR0207'THIS STATION WAS REOCCUPIED TO ESTABLISH A NEW STATION, SUB DISH.
 FR0207
 FR0207                          STATION RECOVERY (1962)
 FR0207
 FR0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0207'5.3 MI SW FROM SELIGMAN.
 FR0207'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0207'ITS STATION AT SELIGMAN, THENCE 1.55 MILES WEST ALONG A GRAVEL ROAD,
 FR0207'THENCE 0.10 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.65 MILE SOUTHEAST
 FR0207'ALONG A DIM TRACK ROAD TO A FLAT TOPPED RIDGE, 30 FEET WEST OF A
 FR0207'TRIANGLE BLAZED TREE, 3.1 FEET NORTH OF A METAL WITNESS POST, AND SET
 FR0207'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FR0207
 FR0207                          STATION RECOVERY (1967)
 FR0207
 FR0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FR0207'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FR0207'FOUND IN GOOD CONDITION.
 FR0207'
 FR0207'CONSTRUCTION FOR U.S. HIGHWAY 66 IS BEING DONE AT THIS TIME,
 FR0207'SO THE DESCRIPTION IS SUBJECT TO CHANGE BUT IT WILL STILL BE
 FR0207'EASY TO LOCATE.
 FR0207
 FR0207                          STATION RECOVERY (1973)
 FR0207
 FR0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (ACS)
 FR0207'FROM THE POST OFFICE GO WEST ON U.S. HIGHWAY 66 (I-40) FOR 2.9
 FR0207'MILES TO A SIDE ROAD SOUTH, TURN LEFT, SOUTH, CROSSING RAILROAD
 FR0207'TRACKS AND GO SOUTHWEST ON BLADED ROAD FOR 1.65 MILES TO SIDE
 FR0207'ROAD LEFT, TAKE THIS ROAD SOUTH TO JUST PASS NEW OVERPASS OF
 FR0207'NEW PROPOSED ALIGNMENT OF I-40, TURN SHARP LEFT AT SOUTH END
 FR0207'OF OVERPASS AND GO SOUTHEAST ALONG DIM ROAD FOR 0.4 MILES
 FR0207'TO STATION ON RIGHT 200 FT. OFF ROAD IN SCATTERING CEDAR TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0702 ***********************************************************************
 FQ0702  DESIGNATION -  HANK
 FQ0702  PID         -  FQ0702
 FQ0702  STATE/COUNTY-  AZ/COCONINO
 FQ0702  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0702
 FQ0702                         *CURRENT SURVEY CONTROL
 FQ0702  ___________________________________________________________________
 FQ0702* NAD 83(1992)-  35 36 37.62115(N)    111 31 18.06542(W)     ADJUSTED  
 FQ0702* NAVD 88     -      1686.0    (meters)    5531.     (feet)  VERTCON   
 FQ0702  ___________________________________________________________________
 FQ0702  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 FQ0702  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 FQ0702  HORZ ORDER  -  SECOND
 FQ0702
 FQ0702.The horizontal coordinates were established by classical geodetic methods
 FQ0702.and adjusted by the National Geodetic Survey in August 1993.
 FQ0702
 FQ0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0702
 FQ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0702
 FQ0702.The geoid height was determined by GEOID03.
 FQ0702
 FQ0702;                    North         East     Units Scale Factor Converg.
 FQ0702;SPC AZ C     -   511,366.393   249,143.850   MT  0.99991577   +0 13 48.0
 FQ0702;SPC AZ C     - 1,677,711.26    817,401.08   iFT  0.99991577   +0 13 48.0
 FQ0702;UTM  12      - 3,940,868.353   452,751.429   MT  0.99962751   -0 18 13.6
 FQ0702
 FQ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0702!SPC AZ C     -   0.99973913  x   0.99991577  =   0.99965493
 FQ0702!UTM  12      -   0.99973913  x   0.99962751  =   0.99936674
 FQ0702
 FQ0702|---------------------------------------------------------------------|
 FQ0702| PID    Reference Object                     Distance      Geod. Az  |
 FQ0702|                                                           dddmmss.s |
 FQ0702| CH2434 HANK RM 1                            15.148 METERS 16556     |
 FQ0702| FQ0700 CINDER                              APPROX.10.0 KM 1923947.2 |
 FQ0702| CH2435 HANK RM 2                            20.252 METERS 27108     |
 FQ0702|---------------------------------------------------------------------|
 FQ0702
 FQ0702                          SUPERSEDED SURVEY CONTROL
 FQ0702
 FQ0702  NAD 83(1986)-  35 36 37.62051(N)    111 31 18.06245(W) AD(       ) 2
 FQ0702  NAD 27      -  35 36 37.61337(N)    111 31 15.51825(W) AD(       ) 2
 FQ0702  NGVD 29 (07/19/86) 1685.1    (m)         5529.     (f) VERT ANG    3  
 FQ0702
 FQ0702.Superseded values are not recommended for survey control.
 FQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0702.See file dsdata.txt to determine how the superseded data were derived.
 FQ0702
 FQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5275140868(NAD 83)
 FQ0702_MARKER: DD = SURVEY DISK
 FQ0702_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0702
 FQ0702  HISTORY     - Date     Condition        Report By
 FQ0702  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0702
 FQ0702                          STATION DESCRIPTION
 FQ0702
 FQ0702'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0702'THE STATION IS ABOUT 29 MILES NORTHEAST OF FLAGSTAFF, 19 MILES
 FQ0702'SOUTHWEST OF CAMERON AND 500 FEET EAST OF U.S. HWY. 89 ON A BALD
 FQ0702'CINDER KNOLL.
 FQ0702'
 FQ0702'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED HANK 1976 AND
 FQ0702'IS SET IN A DRILL HOLE IN A 2 X 4 FOOT OUTCROP WHICH PROJECTS 6
 FQ0702'INCHES.  THE STATION IS ABOUT 500 FEET EAST OF U.S. HWY. 89, ABOUT
 FQ0702'100 YDS. WEST OF THE TOP OF A ROCKY KNOLL AND 4 FEET WEST OF A
 FQ0702'WITNESS POST AND SIGN.
 FQ0702'
 FQ0702'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED HANK RM 2
 FQ0702'1976 AND IS EPOXIED TO A 1-1/2 FOOT OUTCROP WHICH PROJECTS 6 INCHES
 FQ0702'AND IS ABOUT 1 FOOT LOWER THAN STATION AND 69 FEET WEST OF WITNESS
 FQ0702'POST AND SIGN.
 FQ0702'
 FQ0702'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED HANK RM 1
 FQ0702'1976 AND IS EPOXIED TO A 2 X 5 FOOT OUTCROP WHICH PROJECTS 1 FOOT
 FQ0702'ON LOW SIDE.  THE MARK IS ABOUT 2 FEET LOWER THAN STATION AND IS
 FQ0702'45-1/2 FEET SOUTH OF WITNESS POST AND SIGN.
 FQ0702'
 FQ0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 89, 6
 FQ0702'MILES EAST OF FLAGSTAFF, TRAVEL NORTH ON HWY. 89 FOR ABOUT 30.3
 FQ0702'MILES TO MILE POST 447.3 AND STATION ON THE RIGHT, EAST, ABOUT 500
 FQ0702'FEET FROM HWY. ON A BALD CINDER KNOLL.
 FQ0702'
 FQ0702'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2189 ***********************************************************************
 DV2189  DESIGNATION -  HANK
 DV2189  PID         -  DV2189
 DV2189  STATE/COUNTY-  AZ/MARICOPA
 DV2189  USGS QUAD   -  WICKENBURG (1978)
 DV2189
 DV2189                         *CURRENT SURVEY CONTROL
 DV2189  ___________________________________________________________________
 DV2189* NAD 83(1992)-  33 53 23.57596(N)    112 39 45.36336(W)     ADJUSTED  
 DV2189* NAVD 88     -       616.4    (meters)    2022.     (feet)  VERTCON   
 DV2189  ___________________________________________________________________
 DV2189  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DV2189  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV2189  HORZ ORDER  -  SECOND
 DV2189
 DV2189.The horizontal coordinates were established by classical geodetic methods
 DV2189.and adjusted by the National Geodetic Survey in August 1993.
 DV2189
 DV2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2189
 DV2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2189
 DV2189.The geoid height was determined by GEOID03.
 DV2189
 DV2189;                    North         East     Units Scale Factor Converg.
 DV2189;SPC AZ C     -   320,691.094   144,364.383   MT  0.99995867   -0 24 57.4
 DV2189;SPC AZ C     - 1,052,136.14    473,636.43   iFT  0.99995867   -0 24 57.4
 DV2189;UTM  12      - 3,751,190.465   346,256.345   MT  0.99989139   -0 55 38.1
 DV2189
 DV2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2189!SPC AZ C     -   0.99990789  x   0.99995867  =   0.99986656
 DV2189!UTM  12      -   0.99990789  x   0.99989139  =   0.99979929
 DV2189
 DV2189|---------------------------------------------------------------------|
 DV2189| PID    Reference Object                     Distance      Geod. Az  |
 DV2189|                                                           dddmmss.s |
 DV2189| CH5277 HANK RM 1                             9.927 METERS 06014     |
 DV2189| CH5278 HANK RM 2                             9.038 METERS 33236     |
 DV2189| DV2190 GALE                                APPROX. 4.7 KM 3325249.0 |
 DV2189|---------------------------------------------------------------------|
 DV2189
 DV2189                          SUPERSEDED SURVEY CONTROL
 DV2189
 DV2189  NAD 83(1986)-  33 53 23.57337(N)    112 39 45.36679(W) AD(       ) 2
 DV2189  NAD 27      -  33 53 23.45251(N)    112 39 42.72563(W) AD(       ) 2
 DV2189  NGVD 29 (07/19/86)  615.8    (m)         2020.     (f) VERT ANG    3  
 DV2189
 DV2189.Superseded values are not recommended for survey control.
 DV2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2189.See file dsdata.txt to determine how the superseded data were derived.
 DV2189
 DV2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4625651190(NAD 83)
 DV2189_MARKER: DD = SURVEY DISK
 DV2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2189
 DV2189  HISTORY     - Date     Condition        Report By
 DV2189  HISTORY     - 1976     MONUMENTED       AZDT
 DV2189  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 DV2189  HISTORY     - 20000622 GOOD             AZDT
 DV2189  HISTORY     - 20070203 MARK NOT FOUND   GEOCAC
 DV2189
 DV2189                          STATION DESCRIPTION
 DV2189
 DV2189'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2189'THE STATION IS ABOUT 7 MILES EAST OF WICKENBURG ON THE EAST SIDE
 DV2189'OF U.S. HWY. 60, ON THE NORTH SIDE OF SAN DOMINGO WASH ON TOP
 DV2189'OF A SMALL HILL.
 DV2189'
 DV2189'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED HANK 1976 AND
 DV2189'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING ABOUT
 DV2189'5 INCHES.  STATION IS 45 FEET NORTH OF A POWER LINE AND 100 FEET
 DV2189'NORTHWEST OF POWER POLE 32, MARKED WITH A WITNESS POST AND SIGN.
 DV2189'
 DV2189'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED HANK RM
 DV2189'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2189'PROJECTING 2 INCHES.
 DV2189'
 DV2189'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED HANK RM
 DV2189'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DV2189'PROJECTING 4 INCHES ABOVE GROUND LEVEL.
 DV2189'
 DV2189'TO REACH THE STATION FROM THE EAST END OF HASSAYAMPA BRIDGE IN
 DV2189'WICKENBURG, TRAVEL EAST ON U.S. HWY. 60 FOR 7.35 MILES TO THE
 DV2189'SAN DOMINGO WASH, CROSS OVER TO WEST BOUND LANE AND TAKE DIRT
 DV2189'ROAD (EAST) UP HILL (NORTH) FOR 600 FEET, JUST BEFORE TOPPING OUT
 DV2189'ON TOP, TURN LEFT FOR 400 FEET AND THE STATION ABOUT 45 FEET
 DV2189'NORTH OF POWER LINE.
 DV2189'
 DV2189'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2189
 DV2189                          STATION RECOVERY (1996)
 DV2189
 DV2189'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2189'MARK NOT FOUND.
 DV2189
 DV2189                          STATION RECOVERY (2000)
 DV2189
 DV2189'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2189'RECOVERED IN GOOD CONDITION BY LOCAL SURVEYOR, R.J..FISH RLS12317. THE
 DV2189'AZIMUTH MARK AND RM 1 WAS NOT SEARCHED FOR.
 DV2189
 DV2189                          STATION RECOVERY (2007)
 DV2189
 DV2189'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2189'MARK NOT RECOVERED. THE PROPERTY OWNER GUIDED ME TO RM 2 (WHICH IS IN
 DV2189'PLACE) AND ALSO SHOWED ME RM 1, WHICH HAS BEEN UPROOTED AND THROWN
 DV2189'ASIDE. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION MARK, AND
 DV2189'THE PROPERTY OWNER STATED HE WAS CERTAIN NONE WERE THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0208 ***********************************************************************
 FR0208  DESIGNATION -  HANK RM 1
 FR0208  PID         -  FR0208
 FR0208  STATE/COUNTY-  AZ/YAVAPAI
 FR0208  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0208
 FR0208                         *CURRENT SURVEY CONTROL
 FR0208  ___________________________________________________________________
 FR0208* NAD 83(1986)-  35 18 59.     (N)    112 56 39.     (W)     SCALED    
 FR0208* NAVD 88     -      1597.631  (meters)    5241.56   (feet)  POSTED    
 FR0208  ___________________________________________________________________
 FR0208  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FR0208  DYNAMIC HT  -        1595.550 (meters)    5234.73  (feet)  COMP
 FR0208  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 FR0208
 FR0208  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0208
 FR0208.The horizontal coordinates were scaled from a topographic map and have
 FR0208.an estimated accuracy of +/- 6 seconds.
 FR0208
 FR0208.The orthometric height was determined by differential leveling
 FR0208.and adjusted by the  in 1992.
 FR0208.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0208.was located on a no-check spur therefore a value was not computed.
 FR0208.No vertical observational check was made to the station.
 FR0208
 FR0208.The geoid height was determined by GEOID03.
 FR0208
 FR0208.The dynamic height is computed by dividing the NAVD 88
 FR0208.geopotential number by the normal gravity value computed on the
 FR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0208.degrees latitude (g = 980.6199 gals.).
 FR0208
 FR0208.The modeled gravity was interpolated from observed gravity values.
 FR0208
 FR0208;                    North         East    Units  Estimated Accuracy
 FR0208;SPC AZ C     -   479,160.      119,930.      MT  (+/- 180 meters Scaled)
 FR0208
 FR0208                          SUPERSEDED SURVEY CONTROL
 FR0208
 FR0208  NGVD 29 (??/??/92) 1596.774  (m)         5238.75   (f) ADJ UNCH    2 0
 FR0208
 FR0208.Superseded values are not recommended for survey control.
 FR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0208.See file dsdata.txt to determine how the superseded data were derived.
 FR0208
 FR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE232098(NAD 83)
 FR0208_MARKER: DR = REFERENCE MARK DISK
 FR0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0208_STAMPING: HANK NO 1 1962
 FR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0208+STABILITY: SURFACE MOTION
 FR0208
 FR0208  HISTORY     - Date     Condition        Report By
 FR0208  HISTORY     - 1962     MONUMENTED       CGS
 FR0208
 FR0208                          STATION DESCRIPTION
 FR0208
 FR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0208'5.3 MI SW FROM SELIGMAN.
 FR0208'3.0 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0208'STATION AT SELIGMAN, THENCE 1.55 MILES WEST ALONG A GRAVEL ROAD,
 FR0208'THENCE 0.10 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.65 MILE SOUTHEAST
 FR0208'ALONG A DIM TRACK ROAD TO A FLAT TOPPED RIDGE, 7 FEET SOUTHWEST OF A
 FR0208'TRIANGLE BLAZED TREE, 28.6 FEET SOUTHEAST OF TRAVERSE STATION HANK,
 FR0208'26.6 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0208'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0209 ***********************************************************************
 FR0209  DESIGNATION -  HANK RM 2
 FR0209  PID         -  FR0209
 FR0209  STATE/COUNTY-  AZ/YAVAPAI
 FR0209  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0209
 FR0209                         *CURRENT SURVEY CONTROL
 FR0209  ___________________________________________________________________
 FR0209* NAD 83(1986)-  35 18 59.     (N)    112 56 39.     (W)     SCALED    
 FR0209* NAVD 88     -      1597.599  (meters)    5241.46   (feet)  POSTED    
 FR0209  ___________________________________________________________________
 FR0209  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FR0209  DYNAMIC HT  -        1595.520 (meters)    5234.64  (feet)  COMP
 FR0209  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 FR0209
 FR0209  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0209
 FR0209.The horizontal coordinates were scaled from a topographic map and have
 FR0209.an estimated accuracy of +/- 6 seconds.
 FR0209
 FR0209.The orthometric height was determined by differential leveling
 FR0209.and adjusted by the  in 1992.
 FR0209.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0209.was located on a no-check spur therefore a value was not computed.
 FR0209.No vertical observational check was made to the station.
 FR0209
 FR0209.The geoid height was determined by GEOID03.
 FR0209
 FR0209.The dynamic height is computed by dividing the NAVD 88
 FR0209.geopotential number by the normal gravity value computed on the
 FR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0209.degrees latitude (g = 980.6199 gals.).
 FR0209
 FR0209.The modeled gravity was interpolated from observed gravity values.
 FR0209
 FR0209;                    North         East    Units  Estimated Accuracy
 FR0209;SPC AZ C     -   479,160.      119,930.      MT  (+/- 180 meters Scaled)
 FR0209
 FR0209                          SUPERSEDED SURVEY CONTROL
 FR0209
 FR0209  NGVD 29 (??/??/92) 1596.742  (m)         5238.64   (f) ADJ UNCH    2 0
 FR0209
 FR0209.Superseded values are not recommended for survey control.
 FR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0209.See file dsdata.txt to determine how the superseded data were derived.
 FR0209
 FR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE232098(NAD 83)
 FR0209_MARKER: DR = REFERENCE MARK DISK
 FR0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0209_STAMPING: HANK NO 2 1962
 FR0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0209+STABILITY: SURFACE MOTION
 FR0209
 FR0209  HISTORY     - Date     Condition        Report By
 FR0209  HISTORY     - 1962     MONUMENTED       CGS
 FR0209
 FR0209                          STATION DESCRIPTION
 FR0209
 FR0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0209'5.3 MI SW FROM SELIGMAN.
 FR0209'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0209'ITS STATION AT SELIGMAN, THENCE 1.55 MILES WEST ALONG A GRAVEL ROAD,
 FR0209'THENCE 0.10 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.65 MILE SOUTHEAST
 FR0209'ALONG A DIM TRACK ROAD TO A FLAT TOPPED RIDGE, 45 FEET WEST SOUTHWEST
 FR0209'OF A TRIANGLE BLAZED TREE, 24.8 FEET SOUTHWEST OF TRAVERSE STATION
 FR0209'HANK, 23.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0209'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1963 ***********************************************************************
 DV1963  DESIGNATION -  HARCUVAR
 DV1963  PID         -  DV1963
 DV1963  STATE/COUNTY-  AZ/MARICOPA
 DV1963  USGS QUAD   -  HARCUVAR PEAK (1990)
 DV1963
 DV1963                         *CURRENT SURVEY CONTROL
 DV1963  ___________________________________________________________________
 DV1963* NAD 83(1992)-  33 54 58.81059(N)    113 38 25.85754(W)     ADJUSTED  
 DV1963* NAVD 88     -      1408.4    (meters)    4621.     (feet)  VERTCON   
 DV1963  ___________________________________________________________________
 DV1963  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 DV1963  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1963  HORZ ORDER  -  FIRST
 DV1963
 DV1963.The horizontal coordinates were established by classical geodetic methods
 DV1963.and adjusted by the National Geodetic Survey in August 1993.
 DV1963
 DV1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1963
 DV1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1963
 DV1963.The geoid height was determined by GEOID03.
 DV1963
 DV1963;                    North         East     Units Scale Factor Converg.
 DV1963;SPC AZ C     -   324,712.956    53,953.379   MT  1.00021316   -0 57 43.5
 DV1963;SPC AZ C     - 1,065,331.22    177,012.40   iFT  1.00021316   -0 57 43.5
 DV1963;SPC AZ W     -   323,390.839   223,483.890   MT  0.99993460   +0 03 39.9
 DV1963;SPC AZ W     - 1,060,993.57    733,214.86   iFT  0.99993460   +0 03 39.9
 DV1963;UTM  12      - 3,756,019.646   255,882.408   MT  1.00033470   -1 28 26.7
 DV1963
 DV1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1963!SPC AZ C     -   0.99978370  x   1.00021316  =   0.99999681
 DV1963!SPC AZ W     -   0.99978370  x   0.99993460  =   0.99971832
 DV1963!UTM  12      -   0.99978370  x   1.00033470  =   1.00011833
 DV1963
 DV1963|---------------------------------------------------------------------|
 DV1963| PID    Reference Object                     Distance      Geod. Az  |
 DV1963|                                                           dddmmss.s |
 DV1963| CH2437 HARCUVAR RM 1                         5.808 METERS 08034     |
 DV1963| CH2436 HARCUVAR AZ MK                                     1412021.2 |
 DV1963| CH2438 HARCUVAR RM 2                         4.999 METERS 25319     |
 DV1963|---------------------------------------------------------------------|
 DV1963
 DV1963                          SUPERSEDED SURVEY CONTROL
 DV1963
 DV1963  NAD 83(1986)-  33 54 58.80666(N)    113 38 25.86841(W) AD(       ) 1
 DV1963  NAD 27      -  33 54 58.70800(N)    113 38 23.11300(W) AD(       ) 1
 DV1963  NGVD 29 (07/19/86) 1407.7    (m)         4618.     (f) VERT ANG    3  
 DV1963
 DV1963.Superseded values are not recommended for survey control.
 DV1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1963.See file dsdata.txt to determine how the superseded data were derived.
 DV1963
 DV1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5588256020(NAD 83)
 DV1963_MARKER: DS = TRIANGULATION STATION DISK
 DV1963_SETTING: 66 = SET IN ROCK OUTCROP
 DV1963_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1963+STABILITY: POSITION/ELEVATION WELL
 DV1963
 DV1963  HISTORY     - Date     Condition        Report By
 DV1963  HISTORY     - 1948     MONUMENTED       CGS
 DV1963  HISTORY     - 1985     GOOD             AZDT
 DV1963
 DV1963                          STATION DESCRIPTION
 DV1963
 DV1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1963'STATION LOCATED ON HIGHEST POINT OF A PROMINENT PEAK LOCALLY
 DV1963'KNOWN AS HARCUVAR PEAK.  ABOUT 8 MILES AIRLINE NORTHWEST OF
 DV1963'WENDEN, 6 MILES AIRLINE SOUTHWEST OF CUNNINGHAM PASS, 6 FEET
 DV1963'EAST OF CAIRN, PROJECTS 6 INCHES, AND STAMPED, HARCUVAR 1948.
 DV1963'
 DV1963'REFERENCE MARK NO. 1 IS APPROXIMATELY 12 INCHES LOWER THAN
 DV1963'STATION, PROJECTS 30 INCHES AND STAMPED, HARCUVAR NO 1 1948.
 DV1963'
 DV1963'REFERENCE MARK NO. 2 IS APPROXIMATELY 16 INCHES LOWER THAN
 DV1963'STATION, PROJECTS 4 INCHES, AND STAMPED, HARCUVAR NO 2 1948.
 DV1963'
 DV1963'AZIMUTH MARK IS LOCATED 4-1/2 PACES SOUTH OF TRACK ROAD, 4
 DV1963'PACES SOUTH OF A CAIRN, PROJECTS 6 INCHES, AND STAMPED, HARCUVAR
 DV1963'1948.
 DV1963'
 DV1963'TO REACH FROM WENDEN, CROSS TRACKS AT CROSSING AND GO (NORTH)
 DV1963'STRAIGHT AHEAD ON GOOD GRADED ROAD FOR 0.3 MILE TO CATTLE
 DV1963'GUARD AND FORKS.  TAKE LEFT FORK AFTER CROSSING CATTLE GUARD
 DV1963'AND GO 0.4 MILE TO FORKS.  TAKE RIGHT FORK AND GO 3.6 MILES
 DV1963'TO FORK.  TAKE RIGHT FORK (TRACK ROAD) AND GO 2.1 MILES TO FORK.
 DV1963'TAKE RIGHT FORK AND GO 0.55 MILE TO FORK.  TAKE RIGHT FORK
 DV1963'AND GO 1.55 MILE TO A CABIN.  CONTINUE AROUND CABIN AND GO 0.1
 DV1963'MILE TO CAIRN AND AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.
 DV1963'CONTINUE FOR 0.5 MILE TO END OF ROAD AND END OF TRUCK TRAVEL.
 DV1963'FOLLOW TRAIL IN NORTHWESTERLY DIRECTION AND UP STEEP SLOPE
 DV1963'TO END OF TRAIL.  THENCE CONTINUE UP STEEP RIDGE TO SUMMIT.
 DV1963'THENCE FOLLOW ALONG RIDGE IN WESTERLY DIRECTION TO HIGHEST
 DV1963'POINT AND STATION AS DESCRIBED ABOVE.  A ONE AND ONE-HALF
 DV1963'HOUR PACK.
 DV1963
 DV1963                          STATION RECOVERY (1985)
 DV1963
 DV1963'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1963'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1963'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 DV1963'FOLLOWS.
 DV1963'
 DV1963'TO REACH THE STATION FROM THE POST OFFICE IN WENDEN TRAVEL NORTHEAST
 DV1963'ALONG U.S. HIGHWAY 60 FOR 0.1 MILE TO ALAMO LAKE ROAD.  TURN LEFT AND
 DV1963'TRAVEL NORTHWEST AND NORTH FOR 1.85 MILES TO A CROSS ROAD.  TURN LEFT
 DV1963'AND TRAVEL WEST FOR 1.75 MILES TO A GATE.  PASS THROUGH GATE AND
 DV1963'TRAVEL NORTHWEST ALONG TRAIL ROAD FOR 2.55 MILES TO A CORRAL ON THE
 DV1963'LEFT, CONTINUE NORTHWEST ON MAIN TRAIL ROAD FOR 1.35 MILES TO A DIM
 DV1963'CROSSROAD BEFORE REACHING A WASH.  TURN RIGHT AND TRAVEL NORTH FOR 1.6
 DV1963'MILES TO THE REMAINS OF AN OLD MINING CAMP.  CONTINUE NORTH ON TRAIL
 DV1963'ROAD FOR 0.1 MILE TO THE AZMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR
 DV1963'0.5 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTHWEST UP A STEEP RIDGE
 DV1963'TO SUMMIT.  FOLLOW THE RIDGE IN A WESTERLY DIRECTION TO A SHARP
 DV1963'POINTED KNOB WHICH IS THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1166 ***********************************************************************
 ES1166  DESIGNATION -  HARD
 ES1166  PID         -  ES1166
 ES1166  STATE/COUNTY-  AZ/YAVAPAI
 ES1166  USGS QUAD   -  CANE SPRINGS MTN (1967)
 ES1166
 ES1166                         *CURRENT SURVEY CONTROL
 ES1166  ___________________________________________________________________
 ES1166* NAD 83(1992)-  34 20 15.40339(N)    111 36 12.84717(W)     ADJUSTED  
 ES1166* NAVD 88     -      1702.5    (meters)    5586.     (feet)  VERTCON   
 ES1166  ___________________________________________________________________
 ES1166  LAPLACE CORR-           9.76  (seconds)                    DEFLEC99
 ES1166  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ES1166  HORZ ORDER  -  THIRD
 ES1166
 ES1166.The horizontal coordinates were established by classical geodetic methods
 ES1166.and adjusted by the National Geodetic Survey in August 1993.
 ES1166
 ES1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1166
 ES1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1166
 ES1166.The geoid height was determined by GEOID03.
 ES1166
 ES1166;                    North         East     Units Scale Factor Converg.
 ES1166;SPC AZ C     -   370,144.269   242,167.727   MT  0.99991023   +0 10 35.8
 ES1166;SPC AZ C     - 1,214,384.08    794,513.54   iFT  0.99991023   +0 10 35.8
 ES1166;SPC AZ E     -   371,035.130    81,147.736   MT  1.00011540   -0 48 38.3
 ES1166;SPC AZ E     - 1,217,306.86    266,232.73   iFT  1.00011540   -0 48 38.3
 ES1166;UTM  12      - 3,799,755.709   444,482.845   MT  0.99963799   -0 20 25.7
 ES1166
 ES1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1166!SPC AZ C     -   0.99973689  x   0.99991023  =   0.99964714
 ES1166!SPC AZ E     -   0.99973689  x   1.00011540  =   0.99985226
 ES1166!UTM  12      -   0.99973689  x   0.99963799  =   0.99937498
 ES1166
 ES1166|---------------------------------------------------------------------|
 ES1166| PID    Reference Object                     Distance      Geod. Az  |
 ES1166|                                                           dddmmss.s |
 ES1166| CS6528 HARD RM 2                             3.493 METERS 10604     |
 ES1166| CS6527 HARD RM 1                             7.123 METERS 35252     |
 ES1166|---------------------------------------------------------------------|
 ES1166
 ES1166                          SUPERSEDED SURVEY CONTROL
 ES1166
 ES1166  NAD 83(1992)-  34 20 15.39748(N)    111 36 12.84852(W) AD(       ) 3
 ES1166  NGVD 29 (10/09/91) 1701.7    (m)         5583.     (f) VERT ANG    3  
 ES1166
 ES1166.Superseded values are not recommended for survey control.
 ES1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1166.See file dsdata.txt to determine how the superseded data were derived.
 ES1166
 ES1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4448399756(NAD 83)
 ES1166_MARKER: DD = SURVEY DISK
 ES1166_SETTING: 66 = SET IN ROCK OUTCROP
 ES1166_SP_SET: SET IN ROCK OUTCROP
 ES1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1166+STABILITY: POSITION/ELEVATION WELL
 ES1166
 ES1166  HISTORY     - Date     Condition        Report By
 ES1166  HISTORY     - 1966     MONUMENTED       USGS
 ES1166
 ES1166                          STATION DESCRIPTION
 ES1166
 ES1166'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1166'LOCATED NOT GIVEN.
 ES1166'
 ES1166'REACHED BY HELICOPTER.
 ES1166'
 ES1166'STATION MARK--STANDARD TABLET STAMPED---HARD 1966---, SET IN ROCK
 ES1166'OUTCROP PROJECTING ABOUT 1 FT. ABOVE GROUND.
 ES1166'
 ES1166'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, SET IN ROCK.
 ES1166'
 ES1166'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0410 ***********************************************************************
 GQ0410  DESIGNATION -  HARDROCK
 GQ0410  PID         -  GQ0410
 GQ0410  STATE/COUNTY-  AZ/MOHAVE
 GQ0410  USGS QUAD   -  ST GEORGE CANYON (1979)
 GQ0410
 GQ0410                         *CURRENT SURVEY CONTROL
 GQ0410  ___________________________________________________________________
 GQ0410* NAD 83(1992)-  36 34 25.12722(N)    113 38 43.68290(W)     ADJUSTED  
 GQ0410* NAVD 88     -      1751.7    (meters)    5747.     (feet)  VERTCON   
 GQ0410  ___________________________________________________________________
 GQ0410  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 GQ0410  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 GQ0410  HORZ ORDER  -  SECOND
 GQ0410
 GQ0410.The horizontal coordinates were established by classical geodetic methods
 GQ0410.and adjusted by the National Geodetic Survey in August 1993.
 GQ0410
 GQ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0410
 GQ0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0410
 GQ0410.The geoid height was determined by GEOID03.
 GQ0410
 GQ0410;                    North         East     Units Scale Factor Converg.
 GQ0410;SPC AZ W     -   618,186.511   222,715.685   MT  0.99993441   +0 03 44.2
 GQ0410;SPC AZ W     - 2,028,170.97    730,694.50   iFT  0.99993441   +0 03 44.2
 GQ0410;UTM  12      - 4,050,834.871   263,284.418   MT  1.00029041   -1 34 37.4
 GQ0410
 GQ0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0410!SPC AZ W     -   0.99972896  x   0.99993441  =   0.99966338
 GQ0410!UTM  12      -   0.99972896  x   1.00029041  =   1.00001929
 GQ0410
 GQ0410:                Primary Azimuth Mark                     Grid Az
 GQ0410:SPC AZ W     -  HARDROCK AZ MK                           164 05 37.6
 GQ0410:UTM  12      -  HARDROCK AZ MK                           165 43 59.2
 GQ0410
 GQ0410|---------------------------------------------------------------------|
 GQ0410| PID    Reference Object                     Distance      Geod. Az  |
 GQ0410|                                                           dddmmss.s |
 GQ0410| CH2439 HARDROCK AZ MK                                     1640921.8 |
 GQ0410| CH2440 HARDROCK RM 1                         5.882 METERS 25237     |
 GQ0410| CH2441 HARDROCK RM 2                         4.464 METERS 32934     |
 GQ0410|---------------------------------------------------------------------|
 GQ0410
 GQ0410                          SUPERSEDED SURVEY CONTROL
 GQ0410
 GQ0410  NAD 83(1986)-  36 34 25.12227(N)    113 38 43.68146(W) AD(       ) 2
 GQ0410  NAD 27      -  36 34 25.19700(N)    113 38 40.85300(W) AD(       ) 2
 GQ0410  NGVD 29 (07/19/86) 1750.8    (m)         5744.     (f) VERT ANG    3  
 GQ0410
 GQ0410.Superseded values are not recommended for survey control.
 GQ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0410.See file dsdata.txt to determine how the superseded data were derived.
 GQ0410
 GQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6328450835(NAD 83)
 GQ0410_MARKER: DS = TRIANGULATION STATION DISK
 GQ0410_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0410
 GQ0410  HISTORY     - Date     Condition        Report By
 GQ0410  HISTORY     - 1953     MONUMENTED       CGS
 GQ0410
 GQ0410                          STATION DESCRIPTION
 GQ0410
 GQ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0410'THE STATION IS LOCATED ABOUT 37 MILES SOUTH OF ST. GEORGE,
 GQ0410'UTAH AND 14 MILES AIR LINE SOUTH-SOUTHWEST OF WHAT IS LOCALLY
 GQ0410'KNOWN AS WOLF HOLE.  IT IS 3/4 MILE NORTH-NORTHWEST OF A
 GQ0410'FENCED RESERVOIR AND 18 FEET SOUTHEAST OF A TRIANGLE BLAZED
 GQ0410'TREE.  IT IS ON THE HIGHEST POINT OF A SCATTERED TREE COVERED
 GQ0410'HILL IN AN AREA OF LOW HILLS.
 GQ0410'
 GQ0410'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0410'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0410'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0410'CROSSING A BRIDGE.  KEEP THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0410'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK
 GQ0410'AND FOLLOW THE GRADED ROAD SOUTH FOR 22.4 MILES TO A CATTLE
 GQ0410'GUARD AND CABIN.  (THIS IS LOCALLY KNOWN AS WOLF HOLE.)
 GQ0410'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A CROSSROAD.  TURN
 GQ0410'RIGHT AND GO 0.3 MILE TO A CROSSROAD AT A FENCE CORNER.  TURN
 GQ0410'RIGHT AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 GQ0410'1.7 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.6
 GQ0410'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO
 GQ0410'A GATE.  PASS THROUGH THE GATE AND GO 1.5 MILES TO A SIDE
 GQ0410'ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 2.4 MILES TO A
 GQ0410'FORK.  TAKE THE LEFT FORK AND GO 0.3 MILE TO A CROSSROAD.
 GQ0410'CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A DIM ROAD LEFT.
 GQ0410'CONTINUE STRAIGHT AHEAD FOR 3.7 MILES TO A FORK.  TAKE
 GQ0410'THE RIGHT FORK AND GO 1.6 MILES TO A DIM FORK.  TAKE THE
 GQ0410'RIGHT FORK AND GO 2.3 MILES TO A FORK.  TAKE THE LEFT
 GQ0410'FORK AND GO 2.4 MILES TO A DIM FORK AND A TRIANGLE BLAZED
 GQ0410'TREE IN THE FORK.  TAKE THE LEFT FORK AND GO 1.8 MILES TO
 GQ0410'THE SUMMIT OF A RIDGE ABOUT 50 YARDS BEFORE COMING TO
 GQ0410'A FENCED RESERVOIR.  TURN LEFT AND GO NORTH-NORTHWEST
 GQ0410'ACROSS COUNTRY AND UP RIDGE FOR 0.2 MILE TO THE AZIMUTH
 GQ0410'MARK AND A TRIANGLE BLAZED TREE.  CONTINUE
 GQ0410'NORTH-NORTHWEST UP RIDGE FOR 0.6 MILE TO THE HIGHEST POINT
 GQ0410'AND THE STATION.  A DRIVE STATION WITH A 4-WHEEL DRIVE
 GQ0410'VEHICLE.
 GQ0410'
 GQ0410'THE STATION MARK, A STANDARD DISK STAMPED HARDROCK 1953,
 GQ0410'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0410'WITH THE GROUND.
 GQ0410'
 GQ0410'REFERENCE MARK 1, A STANDARD DISK STAMPED HARDROCK NO 1 1953,
 GQ0410'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0410'WITH THE GROUND.  IT IS ABOUT 10 INCHES LOWER THAN THE STATION.
 GQ0410'
 GQ0410'REFERENCE MARK 2, A STANDARD DISK STAMPED HARDROCK NO 2 1953,
 GQ0410'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0410'WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 GQ0410'STATION.
 GQ0410'
 GQ0410'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARDROCK 1953,
 GQ0410'IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GQ0410'GROUND.  THE MARK IS 45 FEET SOUTH OF A TRIANGLE BLAZED TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0858 ***********************************************************************
 ES0858  DESIGNATION -  HARDT
 ES0858  PID         -  ES0858
 ES0858  STATE/COUNTY-  AZ/GILA
 ES0858  USGS QUAD   -  GISELA (1972)
 ES0858
 ES0858                         *CURRENT SURVEY CONTROL
 ES0858  ___________________________________________________________________
 ES0858* NAD 83(1992)-  34 02 28.88144(N)    111 22 02.37679(W)     ADJUSTED  
 ES0858* NAVD 88     -      1057.0    (meters)    3468.     (feet)  VERTCON   
 ES0858  ___________________________________________________________________
 ES0858  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 ES0858  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 ES0858  HORZ ORDER  -  SECOND
 ES0858
 ES0858.The horizontal coordinates were established by classical geodetic methods
 ES0858.and adjusted by the National Geodetic Survey in August 1993.
 ES0858
 ES0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0858
 ES0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0858
 ES0858.The geoid height was determined by GEOID03.
 ES0858
 ES0858;                    North         East     Units Scale Factor Converg.
 ES0858;SPC AZ E     -   337,891.002   102,499.079   MT  1.00005146   -0 40 19.9
 ES0858;SPC AZ E     - 1,108,566.28    336,283.07   iFT  1.00005146   -0 40 19.9
 ES0858;UTM  12      - 3,766,802.301   466,094.519   MT  0.99961417   -0 12 20.3
 ES0858
 ES0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0858!SPC AZ E     -   0.99983828  x   1.00005146  =   0.99988973
 ES0858!UTM  12      -   0.99983828  x   0.99961417  =   0.99945251
 ES0858
 ES0858:                Primary Azimuth Mark                     Grid Az
 ES0858:SPC AZ E     -  DEER                                     014 01 54.1
 ES0858:UTM  12      -  DEER                                     013 33 54.5
 ES0858
 ES0858|---------------------------------------------------------------------|
 ES0858| PID    Reference Object                     Distance      Geod. Az  |
 ES0858|                                                           dddmmss.s |
 ES0858| ES0849 DEER                                APPROX. 4.1 KM 0132134.2 |
 ES0858| DZ1292 HARDT RM 1                            8.468 METERS 12320     |
 ES0858| DZ1293 HARDT RM 2                            7.579 METERS 31013     |
 ES0858|---------------------------------------------------------------------|
 ES0858
 ES0858                          SUPERSEDED SURVEY CONTROL
 ES0858
 ES0858  NAD 83(1986)-  34 02 28.87331(N)    111 22 02.38080(W) AD(       ) 2
 ES0858  NGVD 29 (07/10/87) 1056.3    (m)         3466.     (f) VERT ANG    3  
 ES0858
 ES0858.Superseded values are not recommended for survey control.
 ES0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0858.See file dsdata.txt to determine how the superseded data were derived.
 ES0858
 ES0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6609566802(NAD 83)
 ES0858_MARKER: DS = TRIANGULATION STATION DISK
 ES0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0858+STABILITY: SURFACE MOTION
 ES0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0858+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 ES0858
 ES0858  HISTORY     - Date     Condition        Report By
 ES0858  HISTORY     - 1981     MONUMENTED       AZDT
 ES0858  HISTORY     - 20080608 GOOD             GEOCAC
 ES0858
 ES0858                          STATION DESCRIPTION
 ES0858
 ES0858'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0858'THE STATION IS LOCATED 13 MILES SOUTH OF PAYSON, 3.5 MILES NORTHWEST
 ES0858'OF JAKES CORNER ON THE WEST END OF A RIDGE 1400 FEET NORTH OF THE
 ES0858'JUNCTION OF STATE ROUTES 87 AND 188.
 ES0858'
 ES0858'THE STATION MARK IS AN AZDT DISK STAMPED---HARDT 1981---SET IN TOP
 ES0858'OF A 10 INCH CONCRETE MONUMENT BY A WITNESS POST AND SIGN.
 ES0858'
 ES0858'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HARDT RM 1 1981---SET
 ES0858'IN TOP OF A CONCRETE MONUMENT.
 ES0858'
 ES0858'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HARDT RM 2 1981---SET
 ES0858'IN TOP OF A CONCRETE MONUMENT.
 ES0858'
 ES0858'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 ES0858'FEET ALONG MAIN STREET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL
 ES0858'SOUTH 0.6 MILE TO STATE ROUTE 87.  TURN RIGHT ALONG SR 87 FOR 9.65
 ES0858'MILES TO RYE, CONTINUE SOUTH FOR 4.4 MILES TO A GATE ON THE LEFT.
 ES0858'TURN LEFT THROUGH GATE AND THEN RIGHT ACROSS COUNTRY ON DIM TRACK ROAD
 ES0858'FOR 0.6 MILE TO WEST END OF RIDGE AND THE STATION ON HIGHEST POINT.
 ES0858'THE LAST MILE OF THIS ROUTE IS COVERED WITH CACTUS.
 ES0858
 ES0858                          STATION RECOVERY (2008)
 ES0858
 ES0858'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1065 ***********************************************************************
 FS1065  DESIGNATION -  HARDY CAIRN
 FS1065  PID         -  FS1065
 FS1065  STATE/COUNTY-  AZ/MOHAVE
 FS1065  USGS QUAD   -  OATMAN (1981)
 FS1065
 FS1065                         *CURRENT SURVEY CONTROL
 FS1065  ___________________________________________________________________
 FS1065* NAD 83(1992)-  35 03 32.10803(N)    114 26 09.37705(W)     ADJUSTED  
 FS1065* NAVD 88     -              **(meters)            **(feet)            
 FS1065  ___________________________________________________________________
 FS1065  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 FS1065  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FS1065  HORZ ORDER  -  THIRD
 FS1065
 FS1065.The horizontal coordinates were established by classical geodetic methods
 FS1065.and adjusted by the National Geodetic Survey in August 1993.
 FS1065
 FS1065
 FS1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1065
 FS1065.The geoid height was determined by GEOID03.
 FS1065
 FS1065;                    North         East     Units Scale Factor Converg.
 FS1065;SPC AZ W     -   450,340.243   150,790.546   MT  0.99998157   -0 23 38.5
 FS1065;SPC AZ W     - 1,477,494.24    494,719.64   iFT  0.99998157   -0 23 38.5
 FS1065;UTM  11      - 3,882,583.627   733,833.819   MT  1.00027393   +1 28 24.6
 FS1065
 FS1065                          SUPERSEDED SURVEY CONTROL
 FS1065
 FS1065  NAD 83(1986)-  35 03 32.11223(N)    114 26 09.37835(W) AD(       ) 4
 FS1065  NAD 27      -  35 03 32.10600(N)    114 26 06.52600(W) AD(       ) 3
 FS1065
 FS1065.Superseded values are not recommended for survey control.
 FS1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1065.See file dsdata.txt to determine how the superseded data were derived.
 FS1065
 FS1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3383482584(NAD 83)
 FS1065_MARKER: 72 = CAIRN
 FS1065
 FS1065  HISTORY     - Date     Condition        Report By
 FS1065  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1065
 FS1065                          STATION DESCRIPTION
 FS1065
 FS1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1065'THE STATION IS ABOUT 6 MILES, AIRLINE, NORTHWEST OF OATMAN, AND
 FS1065'5 MILES WEST BY NORTH OF GOLD ROAD, ON THE SUMMIT OF A PEAK AT
 FS1065'THE NORTH END OF A RANGE OF VERY ROCKY RIDGES WHICH ARE A
 FS1065'SPUR OF THE BLACK MOUNTAINS.
 FS1065'
 FS1065'THE STATION IS A ROCK CAIRN ABOUT 6 FEET HIGH AND IS VERY
 FS1065'SYMMETRICAL.  IT CAN BE SEEN IN ALL DIRECTIONS FOR SEVERAL MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1175 ***********************************************************************
 CG1175  DESIGNATION -  HARLAN
 CG1175  PID         -  CG1175
 CG1175  STATE/COUNTY-  AZ/COCHISE
 CG1175  USGS QUAD   -  BENSON (1983)
 CG1175
 CG1175                         *CURRENT SURVEY CONTROL
 CG1175  ___________________________________________________________________
 CG1175* NAD 83(1992)-  31 57 52.06441(N)    110 20 48.15699(W)     ADJUSTED  
 CG1175* NAVD 88     -      1235.6    (meters)    4054.     (feet)  VERTCON   
 CG1175  ___________________________________________________________________
 CG1175  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CG1175  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG1175  HORZ ORDER  -  SECOND
 CG1175
 CG1175.The horizontal coordinates were established by classical geodetic methods
 CG1175.and adjusted by the National Geodetic Survey in August 1993.
 CG1175
 CG1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1175
 CG1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1175
 CG1175.The geoid height was determined by GEOID03.
 CG1175
 CG1175;                    North         East     Units Scale Factor Converg.
 CG1175;SPC AZ E     -   106,940.925   196,342.245   MT  0.99990357   -0 05 43.1
 CG1175;SPC AZ E     -   350,856.05    644,167.47   iFT  0.99990357   -0 05 43.1
 CG1175;SPC AZ C     -   108,003.275   361,760.687   MT  1.00017152   +0 49 52.6
 CG1175;SPC AZ C     -   354,341.45  1,186,878.89   iFT  1.00017152   +0 49 52.6
 CG1175;UTM  12      - 3,536,682.937   561,731.087   MT  0.99964700   +0 20 45.1
 CG1175
 CG1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1175!SPC AZ E     -   0.99981040  x   0.99990357  =   0.99971398
 CG1175!SPC AZ C     -   0.99981040  x   1.00017152  =   0.99998188
 CG1175!UTM  12      -   0.99981040  x   0.99964700  =   0.99945746
 CG1175
 CG1175|---------------------------------------------------------------------|
 CG1175| PID    Reference Object                     Distance      Geod. Az  |
 CG1175|                                                           dddmmss.s |
 CG1175| CS6123 HARLAN RM 1                           9.209 METERS 15223     |
 CG1175| CS6124 HARLAN RM 2                          13.937 METERS 34515     |
 CG1175|---------------------------------------------------------------------|
 CG1175
 CG1175                          SUPERSEDED SURVEY CONTROL
 CG1175
 CG1175  NAD 83(1986)-  31 57 52.05848(N)    110 20 48.15271(W) AD(       ) 2
 CG1175  NGVD 29 (06/28/91) 1234.8    (m)         4051.     (f) VERT ANG    3  
 CG1175
 CG1175.Superseded values are not recommended for survey control.
 CG1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1175.See file dsdata.txt to determine how the superseded data were derived.
 CG1175
 CG1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6173136683(NAD 83)
 CG1175_MARKER: DS = TRIANGULATION STATION DISK
 CG1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1175+STABILITY: SURFACE MOTION
 CG1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1175+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CG1175
 CG1175  HISTORY     - Date     Condition        Report By
 CG1175  HISTORY     - 1986     MONUMENTED       AZDT
 CG1175  HISTORY     - 20061209 GOOD             GEOCAC
 CG1175
 CG1175                          STATION DESCRIPTION
 CG1175
 CG1175'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1175'THE STATION IS LOCATED 3 MILES WEST OF BENSON AT INTERSTATE HIGHWAY 10
 CG1175'AND STATE ROUTE 90 TRAFFIC INTERCHANGE.
 CG1175'
 CG1175'THE STATION MARK IS AN AZDT DISK STAMPED---HARLAN 1986---.  IT IS SET
 CG1175'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS SET ON THE FILL
 CG1175'BETWEEN THE EAST BOUND AND THE WEST BOUND LANES.  IT IS 4 FEET EAST OF
 CG1175'A WITNESS POST SET AT A CHAIN LINK FENCE.
 CG1175'
 CG1175'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HARLAN RM 1 1986---.  IT IS
 CG1175'SET IN A DRILL HOLE IN BRIDGE HEADWALL.
 CG1175'
 CG1175'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HARLAN RM 2 1986---.  IT IS
 CG1175'SET IN A DRILL HOLE IN BRIDGE HEADWALL.
 CG1175'
 CG1175'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG1175'10 FOR 3.0 MILES TO THE STATE ROUTE 90 TRAFFIC INTERCHANGE.  TRAVEL TO
 CG1175'THE TOP OF FILL ON WEST BANK OF STATE ROUTE 90 BETWEEN THE EAST BOUND
 CG1175'AND WEST BOUND LANES OF INTERSTATE HIGHWAY 10.
 CG1175
 CG1175                          STATION RECOVERY (2006)
 CG1175
 CG1175'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG1175'LOCATED THE MARKER PER THE DESCRIPTION IN GOOD CONDITION.
 CG1175'REFERENCE MARKS WERE NOT LOCATED AFTER A QUICK SEARCH AS THE ONLY
 CG1175'NEARBY MARKERS ON THE HEADWALL WERE THE UNSTAMPED AZDT 19 MARKERS THAT
 CG1175'ARE LOCATED IN MANY PLACES.
 CG1175'MARKER IS STAMPED 1987 NOT 1986
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1226 ***********************************************************************
 DA1226  DESIGNATION -  HARLE
 DA1226  PID         -  DA1226
 DA1226  STATE/COUNTY-  AZ/PIMA
 DA1226  USGS QUAD   -  PISINIMO (1990)
 DA1226
 DA1226                         *CURRENT SURVEY CONTROL
 DA1226  ___________________________________________________________________
 DA1226* NAD 83(1992)-  32 00 07.17096(N)    112 17 28.22059(W)     ADJUSTED  
 DA1226* NAVD 88     -       571.53   (+/-2cm)    1875.1    (feet)  VERTCON   
 DA1226  ___________________________________________________________________
 DA1226  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DA1226  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DA1226  HORZ ORDER  -  FIRST
 DA1226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1226
 DA1226.The horizontal coordinates were established by classical geodetic methods
 DA1226.and adjusted by the National Geodetic Survey in August 1993.
 DA1226
 DA1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1226.The vertical order pertains to the NGVD 29 superseded value.
 DA1226
 DA1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1226
 DA1226.The geoid height was determined by GEOID03.
 DA1226
 DA1226;                    North         East     Units Scale Factor Converg.
 DA1226;SPC AZ C     -   111,149.165   177,975.970   MT  0.99991544   -0 11 54.5
 DA1226;SPC AZ C     -   364,662.61    583,910.66   iFT  0.99991544   -0 11 54.5
 DA1226;UTM  12      - 3,541,384.814   378,039.944   MT  0.99978344   -0 41 03.6
 DA1226
 DA1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1226!SPC AZ C     -   0.99991517  x   0.99991544  =   0.99983062
 DA1226!UTM  12      -   0.99991517  x   0.99978344  =   0.99969863
 DA1226
 DA1226:                Primary Azimuth Mark                     Grid Az
 DA1226:SPC AZ C     -  HARLE RM 3 AZIMUTH                       148 31 26.6
 DA1226:UTM  12      -  HARLE RM 3 AZIMUTH                       149 00 35.7
 DA1226
 DA1226|---------------------------------------------------------------------|
 DA1226| PID    Reference Object                     Distance      Geod. Az  |
 DA1226|                                                           dddmmss.s |
 DA1226| CH0047 HARLE RM 3 AZIMUTH                                 1481932.1 |
 DA1226| DA1227 HARLE RM 2                           17.222 METERS 23939     |
 DA1226| DA1228 HARLE RM 1                           18.358 METERS 32643     |
 DA1226|---------------------------------------------------------------------|
 DA1226
 DA1226                          SUPERSEDED SURVEY CONTROL
 DA1226
 DA1226  NAD 83(1986)-  32 00 07.16323(N)    112 17 28.22147(W) AD(       ) 1
 DA1226  NAD 27      -  32 00 06.90400(N)    112 17 25.74000(W) AD(       ) 1
 DA1226  NGVD 29 (??/??/92)  570.86   (m)         1872.9    (f) COMPUTED    2 0
 DA1226
 DA1226.Superseded values are not recommended for survey control.
 DA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1226.See file dsdata.txt to determine how the superseded data were derived.
 DA1226
 DA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7804041385(NAD 83)
 DA1226_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1226+STABILITY: SURFACE MOTION
 DA1226
 DA1226  HISTORY     - Date     Condition        Report By
 DA1226  HISTORY     - 1935     MONUMENTED       CGS
 DA1226  HISTORY     - 1968     GOOD             AMS
 DA1226
 DA1226                          STATION DESCRIPTION
 DA1226
 DA1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1226'ABOUT ONE-FOURTH MILE EAST-SOUTHEAST OF THE VILAGE OF HARLEMUHETA
 DA1226'BETWEEN BIG FIELDS AND PISINEMO, ON THE WEST SIDE OF THE ROAD
 DA1226'AND ABOUT 10 PACES FROM THE CENTER OF THE MAIN-TRAVELED ROAD.
 DA1226'MARKED BY STANDARD BRONZE DISKS.
 DA1226'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA1226'IS 18.358 METERS (60.23 FEET) FROM STATION
 DA1226'N 33 DEG 17 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DA1226'REFERENCE DISK, IS 17.222 METERS (56.50 FEET) FROM
 DA1226'STATION S 59 DEG 39 MIN W.  AZIMUTH MARK (REFERENCE
 DA1226'MARK NO. 3), A STANDARD BRONZE DISK, IS ON EAST
 DA1226'SIDE OF ROAD AND 0.4 MILE FROM STATION S 31 DEG 42
 DA1226'MIN E.
 DA1226
 DA1226                          STATION RECOVERY (1968)
 DA1226
 DA1226'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DA1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0047 ***********************************************************************
 CH0047  DESIGNATION -  HARLE RM 3 AZIMUTH
 CH0047  PID         -  CH0047
 CH0047  STATE/COUNTY-  AZ/PIMA
 CH0047  USGS QUAD   -  KOM VO (1988)
 CH0047
 CH0047                         *CURRENT SURVEY CONTROL
 CH0047  ___________________________________________________________________
 CH0047* NAD 83(1986)-  31 59 50.     (N)    112 17 16.     (W)     SCALED    
 CH0047* NAVD 88     -       570.02   (+/-2cm)    1870.1    (feet)  VERTCON   
 CH0047  ___________________________________________________________________
 CH0047  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 CH0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0047
 CH0047.The horizontal coordinates were scaled from a topographic map and have
 CH0047.an estimated accuracy of +/- 6 seconds.
 CH0047
 CH0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0047.The vertical order pertains to the NGVD 29 superseded value.
 CH0047
 CH0047.The geoid height was determined by GEOID03.
 CH0047
 CH0047;                    North         East    Units  Estimated Accuracy
 CH0047;SPC AZ C     -   110,620.      178,300.      MT  (+/- 180 meters Scaled)
 CH0047
 CH0047                          SUPERSEDED SURVEY CONTROL
 CH0047
 CH0047  NGVD 29 (??/??/92)  569.35   (m)         1867.9    (f) COMPUTED    2 0
 CH0047
 CH0047.Superseded values are not recommended for survey control.
 CH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0047.See file dsdata.txt to determine how the superseded data were derived.
 CH0047
 CH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA783408(NAD 83)
 CH0047_MARKER: DZ = AZIMUTH MARK DISK
 CH0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0047_STAMPING: HARLE NO 3 1935 AZIMUTH
 CH0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0047+STABILITY: SURFACE MOTION
 CH0047
 CH0047  HISTORY     - Date     Condition        Report By
 CH0047  HISTORY     - 1935     MONUMENTED       CGS
 CH0047  HISTORY     - 1961     GOOD             NGS
 CH0047
 CH0047                          STATION DESCRIPTION
 CH0047
 CH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CH0047'3.35 MI SE FROM PISINIMO.
 CH0047'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 CH0047'PISINIMO, AN INDIAN VILLAGE.  THENCE 3.0 MILES SOUTHEAST ALONG A TRAIL
 CH0047'ROAD, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 CH0047'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 CH0047'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK
 CH0047'IS 2.3 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CH0047'PROJECTS 16 FEET AND IS NUMBERED 59, 2.4 MILES NORTHWEST OF A 4X4-INCH
 CH0047'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 60.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1839 ***********************************************************************
 DV1839  DESIGNATION -  HARQUA
 DV1839  PID         -  DV1839
 DV1839  STATE/COUNTY-  AZ/MARICOPA
 DV1839  USGS QUAD   -  WOOLSEY PEAK (1973)
 DV1839
 DV1839                         *CURRENT SURVEY CONTROL
 DV1839  ___________________________________________________________________
 DV1839* NAD 83(1992)-  33 14 08.37150(N)    112 59 54.11590(W)     ADJUSTED  
 DV1839* NAVD 88     -       427.6    (meters)    1403.     (feet)  VERTCON   
 DV1839  ___________________________________________________________________
 DV1839  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DV1839  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1839  HORZ ORDER  -  THIRD
 DV1839
 DV1839.The horizontal coordinates were established by classical geodetic methods
 DV1839.and adjusted by the National Geodetic Survey in August 1993.
 DV1839
 DV1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1839
 DV1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1839
 DV1839.The geoid height was determined by GEOID03.
 DV1839
 DV1839;                    North         East     Units Scale Factor Converg.
 DV1839;SPC AZ C     -   248,406.632   112,549.027   MT  1.00002526   -0 35 34.5
 DV1839;SPC AZ C     -   814,982.39    369,255.34   iFT  1.00002526   -0 35 34.5
 DV1839;UTM  12      - 3,679,192.701   313,803.680   MT  1.00002746   -1 05 44.1
 DV1839
 DV1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1839!SPC AZ C     -   0.99993776  x   1.00002526  =   0.99996301
 DV1839!UTM  12      -   0.99993776  x   1.00002746  =   0.99996521
 DV1839
 DV1839|---------------------------------------------------------------------|
 DV1839| PID    Reference Object                     Distance      Geod. Az  |
 DV1839|                                                           dddmmss.s |
 DV1839| DV1849 HARQUA RM 1                           6.530 METERS 21334     |
 DV1839| DV1917 SADDLE                              APPROX.11.5 KM 2754537.7 |
 DV1839| DV1850 HARQUA RM 2                           3.550 METERS 29814     |
 DV1839|---------------------------------------------------------------------|
 DV1839
 DV1839                          SUPERSEDED SURVEY CONTROL
 DV1839
 DV1839  NAD 83(1986)-  33 14 08.36392(N)    112 59 54.12264(W) AD(       ) 3
 DV1839  NGVD 29 (12/08/88)  427.0    (m)         1401.     (f) VERT ANG    3  
 DV1839
 DV1839.Superseded values are not recommended for survey control.
 DV1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1839.See file dsdata.txt to determine how the superseded data were derived.
 DV1839
 DV1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1380479193(NAD 83)
 DV1839_MARKER: DS = TRIANGULATION STATION DISK
 DV1839_SETTING: 66 = SET IN ROCK OUTCROP
 DV1839_SP_SET: SET IN BEDROCK
 DV1839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1839+STABILITY: POSITION/ELEVATION WELL
 DV1839
 DV1839  HISTORY     - Date     Condition        Report By
 DV1839  HISTORY     - 1949     MONUMENTED       USGS
 DV1839  HISTORY     - 1958     GOOD             USGS
 DV1839  HISTORY     - 1973     GOOD             USGS
 DV1839
 DV1839                          STATION DESCRIPTION
 DV1839
 DV1839'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1839'LOCATED ABOUT 24.0 MI NW. OF GILA BEND, 0.7 MI S. OF RR.
 DV1839'MAINTENANCE STATION HARQUA.  ON TOP OF ROCK PINNACLE.
 DV1839'
 DV1839'STATION MARK--STANDARD TABLET STAMPED---HARQUA 1949---, CEMENTED IN
 DV1839'BEDROCK.
 DV1839'
 DV1839'RM 1--STANDARD RM TABLET STAMPED---HARQUA NO 1 1949---, CEMENTED IN
 DV1839'BEDROCK.
 DV1839'
 DV1839'RM 2--STANDARD RM TABLET STAMPED---HARQUA NO 2 1949---, CEMENTED IN
 DV1839'BEDROCK.
 DV1839
 DV1839                          STATION RECOVERY (1958)
 DV1839
 DV1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV1839'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 DV1839
 DV1839                          STATION RECOVERY (1973)
 DV1839
 DV1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1839'RECOVERED AS DESCRIBED BY USGS.  RMS NOT MEASURED.
 DV1839'
 DV1839'TO REACH FROM ARLINGTON, GO ABOUT 5.4 MI SSW. ALONG OLD U.S. HWY.
 DV1839'80 TO SIGN EL PASO NATURAL GAS CO.  GO 5.6 MI W. ALONG AQUA
 DV1839'CALIENTE RD. TO RD. FORKS AT SHARP BEND IN MAIN GRADED RD.  GO
 DV1839'STRAIGHT ABOUT 6.7 MI W. ALONG FAINT TRACK RD. TO RR. MAINTENANCE
 DV1839'STATION HARQUA.  GO 0.5 MI S. TO END OF TRUCK TRAVEL.  PACK E.
 DV1839'ABOUT 0.3 MI TO TOP OF HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1907 ***********************************************************************
 DV1907  DESIGNATION -  HARQUAHALLA RESET
 DV1907  PID         -  DV1907
 DV1907  STATE/COUNTY-  AZ/MARICOPA
 DV1907  USGS QUAD   -  HARQUAHALA MOUNTAIN (1990)
 DV1907
 DV1907                         *CURRENT SURVEY CONTROL
 DV1907  ___________________________________________________________________
 DV1907* NAD 83(1992)-  33 48 42.34013(N)    113 20 48.83989(W)     ADJUSTED  
 DV1907* NAVD 88     -      1732.5    (meters)    5684.     (feet)  VERTCON   
 DV1907  ___________________________________________________________________
 DV1907  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 DV1907  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV1907  HORZ ORDER  -  FIRST
 DV1907
 DV1907.The horizontal coordinates were established by classical geodetic methods
 DV1907.and adjusted by the National Geodetic Survey in August 1993.
 DV1907
 DV1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1907
 DV1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1907
 DV1907.The geoid height was determined by GEOID03.
 DV1907
 DV1907;                    North         East     Units Scale Factor Converg.
 DV1907;SPC AZ C     -   312,696.133    80,945.424   MT  1.00011609   -0 47 45.6
 DV1907;SPC AZ C     - 1,025,905.95    265,568.98   iFT  1.00011609   -0 47 45.6
 DV1907;SPC AZ W     -   311,859.802   250,679.884   MT  0.99995050   +0 13 27.5
 DV1907;SPC AZ W     - 1,023,162.08    822,440.56   iFT  0.99995050   +0 13 27.5
 DV1907;UTM  12      - 3,743,761.308   282,768.671   MT  1.00018178   -1 18 23.3
 DV1907
 DV1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1907!SPC AZ C     -   0.99973282  x   1.00011609  =   0.99984888
 DV1907!SPC AZ W     -   0.99973282  x   0.99995050  =   0.99968334
 DV1907!UTM  12      -   0.99973282  x   1.00018178  =   0.99991456
 DV1907
 DV1907:                Primary Azimuth Mark                     Grid Az
 DV1907:SPC AZ C     -  WATSON PEAK                              068 43 04.2
 DV1907:SPC AZ W     -  WATSON PEAK                              067 41 51.1
 DV1907:UTM  12      -  WATSON PEAK                              069 13 41.9
 DV1907
 DV1907|---------------------------------------------------------------------|
 DV1907| PID    Reference Object                     Distance      Geod. Az  |
 DV1907|                                                           dddmmss.s |
 DV1907| ET0935 WATSON PEAK                                        0675518.6 |
 DV1907| DV2263 HARQUAHALLA A POINT                  12.817 METERS 09733     |
 DV1907| DV2158 GILA PEAK                           APPROX.83.4 KM 1485347.7 |
 DV1907| DV1930 NEEDLES                             APPROX.45.5 KM 1750136.2 |
 DV1907| CH2909 HARQUAHALLA RP CROSS                  8.215 METERS 26823     |
 DV1907| CH2443 HARQUAHALLA RM                        3.304 METERS 26941     |
 DV1907| DV1960 WENDEN WATER TANK                   APPROX.17.9 KM 2742904.7 |
 DV1907| CH2442 HARQUAHALLA AZ MK                                  3161212.4 |
 DV1907| CH2444 HARQUAHALLA RM 3                     10.837 METERS 35935     |
 DV1907|---------------------------------------------------------------------|
 DV1907
 DV1907                          SUPERSEDED SURVEY CONTROL
 DV1907
 DV1907  NAD 83(1986)-  33 48 42.33598(N)    113 20 48.84619(W) AD(       ) 1
 DV1907  NAD 27      -  33 48 42.22600(N)    113 20 46.13000(W) AD(       ) 1
 DV1907  NGVD 29 (07/19/86) 1731.7    (m)         5681.     (f) VERT ANG    3  
 DV1907
 DV1907.Superseded values are not recommended for survey control.
 DV1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1907.See file dsdata.txt to determine how the superseded data were derived.
 DV1907
 DV1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8276943761(NAD 83)
 DV1907_MARKER: DS = TRIANGULATION STATION DISK
 DV1907_SETTING: 66 = SET IN ROCK OUTCROP
 DV1907_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1907+STABILITY: POSITION/ELEVATION WELL
 DV1907
 DV1907  HISTORY     - Date     Condition        Report By
 DV1907  HISTORY     - 1985     MONUMENTED       AZDT
 DV1907
 DV1907                          STATION DESCRIPTION
 DV1907
 DV1907'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1907'ALL MARKS EXCEPT THE STATION MARK WERE RECOVERED IN GOOD CONDITION AND
 DV1907'AS DESCRIBED IN 1948.  THE STATION MARK WAS MISSING FROM THE DRILL
 DV1907'HOLE AN A NEW DISK STAMPED---HARQUALLA 1910 1984---WAS SET ON THE
 DV1907'ORIGINAL POSITION.
 DV1907'
 DV1907'TO REACH THE STATION FROM THE POST OFFICE IN AGUILLA TRAVEL WEST ALONG
 DV1907'US HIGHWAY 60 FOR 0.3 MILE TO EAGLE EYE ROAD.  TURN LEFT AND TRAVEL
 DV1907'SOUTH ALONG EAGLE EYE ROAD FOR 5.0 MILES TO A FORK.  TAKE THE RIGHT
 DV1907'FORK AND CONTINUE SOUTH ALONG EAGLE EYE ROAD FOR 4.0 MILES TO A FORK.
 DV1907'TAKE THE RIGHT FORK SOUTHWEST ALONG EAGLE EYE ROAD FOR 9.45 MILES TO A
 DV1907'BLADED ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL NORTH FOR 3.75 MILES
 DV1907'TO A FORK.  TAKE THE LEFT FORK NORTHERLY FOR 6.75 MILES TO THE TOP OF
 DV1907'THE HIGHEST PEAK AND THE STATION ON THE HIGHEST PART OF THE MOUNTAIN.
 DV1907'NEAR A SOLAR POWERED MICRO WAVE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1964 ***********************************************************************
 DV1964  DESIGNATION -  HARQUAR
 DV1964  PID         -  DV1964
 DV1964  STATE/COUNTY-  AZ/MARICOPA
 DV1964  USGS QUAD   -  HARRISBURG VALLEY (1990)
 DV1964
 DV1964                         *CURRENT SURVEY CONTROL
 DV1964  ___________________________________________________________________
 DV1964* NAD 83(1992)-  33 41 54.03754(N)    113 37 00.97688(W)     ADJUSTED  
 DV1964* NAVD 88     -       940.1    (meters)    3084.     (feet)  VERTCON   
 DV1964  ___________________________________________________________________
 DV1964  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DV1964  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DV1964  HORZ ORDER  -  FIRST
 DV1964
 DV1964.The horizontal coordinates were established by classical geodetic methods
 DV1964.and adjusted by the National Geodetic Survey in June 1998.
 DV1964
 DV1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1964
 DV1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1964
 DV1964.The geoid height was determined by GEOID03.
 DV1964
 DV1964;                    North         East     Units Scale Factor Converg.
 DV1964;SPC AZ C     -   300,495.427    55,734.526   MT  1.00020621   -0 56 36.7
 DV1964;SPC AZ C     -   985,877.39    182,856.06   iFT  1.00020621   -0 56 36.7
 DV1964;SPC AZ W     -   299,215.508   225,695.367   MT  0.99993521   +0 04 25.8
 DV1964;SPC AZ W     -   981,678.18    740,470.36   iFT  0.99993521   +0 04 25.8
 DV1964;UTM  12      - 3,731,784.292   257,447.876   MT  1.00032534   -1 27 09.5
 DV1964
 DV1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1964!SPC AZ C     -   0.99985728  x   1.00020621  =   1.00006346
 DV1964!SPC AZ W     -   0.99985728  x   0.99993521  =   0.99979250
 DV1964!UTM  12      -   0.99985728  x   1.00032534  =   1.00018257
 DV1964
 DV1964:                Primary Azimuth Mark                     Grid Az
 DV1964:SPC AZ C     -  SALOME RAILROAD WATER TANK               001 53 59.1
 DV1964:SPC AZ W     -  SALOME RAILROAD WATER TANK               000 52 56.6
 DV1964:UTM  12      -  SALOME RAILROAD WATER TANK               002 24 31.9
 DV1964
 DV1964|---------------------------------------------------------------------|
 DV1964| PID    Reference Object                     Distance      Geod. Az  |
 DV1964|                                                           dddmmss.s |
 DV1964| DV1961 SALOME RAILROAD WATER TANK          APPROX. 9.3 KM 0005722.4 |
 DV1964| CH2445 HARQUAR AZ MK                                      0195337.8 |
 DV1964| DV1960 WENDEN WATER TANK                   APPROX.15.7 KM 0265901.3 |
 DV1964| DV1909 SOCORRO PEAK                        APPROX.16.4 KM 0652511.8 |
 DV1964| CH2446 HARQUAR RM 1                          3.460 METERS 11731     |
 DV1964| DV1968 LOS ANGELES PHOENIX AWY BN 27A      APPROX.16.9 KM 1945445.2 |
 DV1964| CH2447 HARQUAR RM 2                          6.684 METERS 20145     |
 DV1964| DV1962 SALOME PEAK                         APPROX.18.0 KM 3305211.1 |
 DV1964|---------------------------------------------------------------------|
 DV1964
 DV1964                          SUPERSEDED SURVEY CONTROL
 DV1964
 DV1964  NAD 83(1992)-  33 41 54.03754(N)    113 37 00.97688(W) AD(       ) 1
 DV1964  NAD 83(1986)-  33 41 54.03186(N)    113 37 00.98879(W) AD(       ) 1
 DV1964  NAD 27      -  33 41 53.91800(N)    113 36 58.23900(W) AD(       ) 1
 DV1964  NGVD 29 (07/19/86)  939.4    (m)         3082.     (f) VERT ANG    3  
 DV1964
 DV1964.Superseded values are not recommended for survey control.
 DV1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1964.See file dsdata.txt to determine how the superseded data were derived.
 DV1964
 DV1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5744831784(NAD 83)
 DV1964_MARKER: DS = TRIANGULATION STATION DISK
 DV1964_SETTING: 66 = SET IN ROCK OUTCROP
 DV1964_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1964+STABILITY: POSITION/ELEVATION WELL
 DV1964
 DV1964  HISTORY     - Date     Condition        Report By
 DV1964  HISTORY     - 1948     MONUMENTED       CGS
 DV1964  HISTORY     - 1967     GOOD             AMS
 DV1964  HISTORY     - 1985     GOOD             AZDT
 DV1964
 DV1964                          STATION DESCRIPTION
 DV1964
 DV1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1964'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTH OF SALOME
 DV1964'AND ABOUT 5 MILES SOUTHEAST OF HOPE ON THE HIGHEST POINT
 DV1964'OF THE LITTLE HARQUAHALLA MOUNTAINS, WHICH IS A SHARP, PROMINENT
 DV1964'SOUTHEAST-NORTHWEST RIDGE.  THE STATION MARK PROJECTS 16
 DV1964'INCHES AND IS STAMPED, HARQUAR 1948.
 DV1964'
 DV1964'REFERENCE MARK NO. 1 PROJECTS 12 INCHES, IS 1 FOOT LOWER
 DV1964'THAN THE STATION MARK AND IS STAMPED, HARQUAR NO 1 1948.
 DV1964'
 DV1964'REFERENCE MARK NO. 2 IS SET FLUSH, IS 2 FEET LOWER THAN THE
 DV1964'STATION MARK AND IS STAMPED, HARQUAR NO 2 1948.
 DV1964'
 DV1964'THE AZIMUTH MARK PROJECTS 18 INCHES, IS SET 70 FEET NORTH OF
 DV1964'A TRACK ROAD AND 7 FEET NORTH OF A WHITE WITNESS POST.  IT
 DV1964'IS STAMPED, HARQUAR 1948.
 DV1964'
 DV1964'TO REACH THE STATION FROM SALOME.  GO SOUTH ON THE ROAD LEADING
 DV1964'TOWARD HASSAYAMPA 0.3 MILE TO A ROAD RIGHT.  TURN RIGHT, GO
 DV1964'4.4 MILES TO A ROAD RIGHT UP A WASH.  TURN RIGHT, FOLLOW WASH
 DV1964'0.15 MILE TO A ROAD RIGHT OUT OF WASH.  TURN RIGHT, FOLLOW
 DV1964'ROAD 1.25 MILE TO A FORK.  CONTINUE ON ROAD TO RIGHT 0.1 MILE
 DV1964'TO AZIMUTH MARK ON RIGHT.  CONTINUE 0.6 MILE TO END OF ROAD
 DV1964'AND END OF TRUCK TRAVEL.  PACK WESTERLY TO TOP OF RIDGE THEN
 DV1964'FOLLOW RIDGE SOUTHERLY TO HIGHEST POINT AND STATION.  A 45
 DV1964'MINUTE PACK.
 DV1964
 DV1964                          STATION RECOVERY (1967)
 DV1964
 DV1964'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DV1964'STATION RECOVERED IN GOOD CONDITION.  ALSO AZ. MK., R.M. 1
 DV1964'AND R.M. 2 RECOVERED IN GOOD CONDITION.
 DV1964
 DV1964                          STATION RECOVERY (1985)
 DV1964
 DV1964'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1964'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV1964'AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1964'
 DV1964'TO REACH THE STATION FROM SALOME TRAVEL SOUTH ALONG NAVAJO STREET FOR
 DV1964'1.3 MILES TO HARQUAHALLA MINE ROAD ON THE RIGHT.  TURN RIGHT ON THE
 DV1964'GRADED ROAD FOR 4.8 MILES TO A TRACK ROAD ON THE RIGHT WHICH LEADS UP
 DV1964'A WASH.  TURN RIGHT FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DV1964'TRAVEL AHEAD ON THE TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 DV1964'FORK FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.5 MILE TO AN
 DV1964'OLD MINE NEAR THE BASE ON THE MOUNTAIN AND THE END OF TRUCK TRAVEL.
 DV1964'PACK SOUTHEAST TO THE TOP OF MOUNTAIN AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0627 ***********************************************************************
 FQ0627  DESIGNATION -  HART
 FQ0627  PID         -  FQ0627
 FQ0627  STATE/COUNTY-  AZ/COCONINO
 FQ0627  USGS QUAD   -  HUMPHREYS PEAK (1983)
 FQ0627
 FQ0627                         *CURRENT SURVEY CONTROL
 FQ0627  ___________________________________________________________________
 FQ0627* NAD 83(1992)-  35 19 56.03273(N)    111 44 43.52059(W)     ADJUSTED  
 FQ0627* NAVD 88     -      2620.5    (meters)    8597.     (feet)  VERTCON   
 FQ0627  ___________________________________________________________________
 FQ0627  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 FQ0627  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 FQ0627  HORZ ORDER  -  SECOND
 FQ0627
 FQ0627.The horizontal coordinates were established by classical geodetic methods
 FQ0627.and adjusted by the National Geodetic Survey in August 1993.
 FQ0627
 FQ0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0627
 FQ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0627
 FQ0627.The geoid height was determined by GEOID03.
 FQ0627
 FQ0627;                    North         East     Units Scale Factor Converg.
 FQ0627;SPC AZ C     -   480,442.929   228,927.579   MT  0.99990299   +0 05 56.5
 FQ0627;SPC AZ C     - 1,576,256.33    751,074.73   iFT  0.99990299   +0 05 56.5
 FQ0627;UTM  12      - 3,910,142.131   432,254.414   MT  0.99965656   -0 25 52.0
 FQ0627
 FQ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0627!SPC AZ C     -   0.99959242  x   0.99990299  =   0.99949545
 FQ0627!UTM  12      -   0.99959242  x   0.99965656  =   0.99924912
 FQ0627
 FQ0627|---------------------------------------------------------------------|
 FQ0627| PID    Reference Object                     Distance      Geod. Az  |
 FQ0627|                                                           dddmmss.s |
 FQ0627| CH2451 HART RM 1                            13.614 METERS 02341     |
 FQ0627| CH2452 HART RM 2                             6.169 METERS 20407     |
 FQ0627| FQ0679 WALKER                              APPROX.10.9 KM 2383338.2 |
 FQ0627|---------------------------------------------------------------------|
 FQ0627
 FQ0627                          SUPERSEDED SURVEY CONTROL
 FQ0627
 FQ0627  NAD 83(1986)-  35 19 56.02985(N)    111 44 43.51573(W) AD(       ) 2
 FQ0627  NAD 27      -  35 19 56.01614(N)    111 44 40.94013(W) AD(       ) 2
 FQ0627  NGVD 29 (07/19/86) 2619.3    (m)         8593.     (f) VERT ANG    3  
 FQ0627
 FQ0627.Superseded values are not recommended for survey control.
 FQ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0627.See file dsdata.txt to determine how the superseded data were derived.
 FQ0627
 FQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3225410142(NAD 83)
 FQ0627_MARKER: DD = SURVEY DISK
 FQ0627_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0627
 FQ0627  HISTORY     - Date     Condition        Report By
 FQ0627  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0627
 FQ0627                          STATION DESCRIPTION
 FQ0627
 FQ0627'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0627'THE STATION IS ABOUT 10.8 MILES NORTHWEST OF FLAGSTAFF, 2 MILES
 FQ0627'EAST OF U.S. 180, ON A SMALL ROCK KNOLL.
 FQ0627'
 FQ0627'THE STATION IS AN AZDT HIGHWAY DIVISION DISK STAMPED HART 1976 AND
 FQ0627'IS EPOXIED IN A DRILL HOLE IN BEDROCK ON A SMALL ROCKY KNOLL.
 FQ0627'
 FQ0627'REFERENCE MARK 1 IS AN AZDT HIGHWAY DIVISION DISK STAMPED HART
 FQ0627'RM 1 1976 AND IS EPOXIED TO A LAVA BEDROCK.
 FQ0627'
 FQ0627'REFERENCE MARK 2 IS AN AZDT HIGHWAY DIVISION DISK STAMPED HART
 FQ0627'RM 2 1976 AND IS EPOXIED ON LAVA BEDROCK.
 FQ0627'
 FQ0627'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND
 FQ0627'180 IN FLAGSTAFF, TRAVEL NORTH ON U.S. 180 THROUGH FORT VALLEY TO
 FQ0627'MILE POST 225.85 AND A FOREST SERVICE RD. (151) RIGHT, TRAVEL ON
 FQ0627'FOREST SERVICE RD. FOR 3.8 MILES TO A TRAIL ON LEFT THAT LEADS TO
 FQ0627'A CINDER PIT, GO LEFT THROUGH CINDER PIT TO TOP OF A RIDGE.  AT
 FQ0627'THIS POINT, STATION IS DIRECTLY AHEAD ON A SMALL ROCK KNOLL
 FQ0627'ABOUT 0.4 MILES.
 FQ0627'
 FQ0627'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1119 ***********************************************************************
 ES1119  DESIGNATION -  HART
 ES1119  PID         -  ES1119
 ES1119  STATE/COUNTY-  AZ/COCONINO
 ES1119  USGS QUAD   -  SUNSET PASS (1986)
 ES1119
 ES1119                         *CURRENT SURVEY CONTROL
 ES1119  ___________________________________________________________________
 ES1119* NAD 83(1992)-  34 50 03.39007(N)    110 56 48.09136(W)     ADJUSTED  
 ES1119* NAVD 88     -      1745.0    (meters)    5725.     (feet)  VERTCON   
 ES1119  ___________________________________________________________________
 ES1119  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 ES1119  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES1119  HORZ ORDER  -  SECOND
 ES1119
 ES1119.The horizontal coordinates were established by classical geodetic methods
 ES1119.and adjusted by the National Geodetic Survey in August 1993.
 ES1119
 ES1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1119
 ES1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1119
 ES1119.The geoid height was determined by GEOID03.
 ES1119
 ES1119;                    North         East     Units Scale Factor Converg.
 ES1119;SPC AZ C     -   425,619.660   302,077.978   MT  0.99999698   +0 33 14.7
 ES1119;SPC AZ C     - 1,396,389.96    991,069.48   iFT  0.99999698   +0 33 14.7
 ES1119;UTM  12      - 3,854,666.341   504,874.227   MT  0.99960029   +0 01 49.6
 ES1119
 ES1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1119!SPC AZ C     -   0.99972992  x   0.99999698  =   0.99972690
 ES1119!UTM  12      -   0.99972992  x   0.99960029  =   0.99933032
 ES1119
 ES1119:                Primary Azimuth Mark                     Grid Az
 ES1119:SPC AZ C     -  PASS                                     044 27 30.6
 ES1119:UTM  12      -  PASS                                     044 58 55.7
 ES1119
 ES1119|---------------------------------------------------------------------|
 ES1119| PID    Reference Object                     Distance      Geod. Az  |
 ES1119|                                                           dddmmss.s |
 ES1119| ES1118 PASS                                APPROX. 5.4 KM 0450045.3 |
 ES1119| CD2994 HART RM 1                            12.545 METERS 04625     |
 ES1119| CD2995 HART RM 2                            12.867 METERS 22425     |
 ES1119|---------------------------------------------------------------------|
 ES1119
 ES1119                          SUPERSEDED SURVEY CONTROL
 ES1119
 ES1119  NAD 83(1986)-  34 50 03.38467(N)    110 56 48.09332(W) AD(       ) 2
 ES1119  NAD 27      -  34 50 03.30187(N)    110 56 45.60340(W) AD(       ) 2
 ES1119  NGVD 29 (07/19/86) 1744.1    (m)         5722.     (f) VERT ANG    3  
 ES1119
 ES1119.Superseded values are not recommended for survey control.
 ES1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1119.See file dsdata.txt to determine how the superseded data were derived.
 ES1119
 ES1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0487454666(NAD 83)
 ES1119_MARKER: DS = TRIANGULATION STATION DISK
 ES1119_SETTING: 66 = SET IN ROCK OUTCROP
 ES1119_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1119+STABILITY: POSITION/ELEVATION WELL
 ES1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1119+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 ES1119
 ES1119  HISTORY     - Date     Condition        Report By
 ES1119  HISTORY     - 1979     MONUMENTED       AZDT
 ES1119  HISTORY     - 1981     GOOD             AZDT
 ES1119  HISTORY     - 20040417 GOOD             NGS
 ES1119
 ES1119                          STATION DESCRIPTION
 ES1119
 ES1119'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1119'THE STATION IS LOCATED 19 AIRLINE MILES SOUTHWEST OF WINSLOW AND ALONG
 ES1119'SR 87.
 ES1119'
 ES1119'THE STATION MARK IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE POST
 ES1119'SET FLUSH WITH THE GROUND AND STAMPED---HART 1980---4.0 WEST OF A
 ES1119'WITNESS POST AND SIGN.
 ES1119'
 ES1119'THE UNDERGROUND MARK IS A STANDARD ADOT DISK SET IN CONCRETE 34 IN.
 ES1119'BELOW SURFACE MARK AND STAMPED---HART---.
 ES1119'
 ES1119'REFERENCE MARK NO 1 IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE
 ES1119'POST AND STAMPED---HART RM 1 1980---95 FT EAST OF CENTERLINE OF SR 87.
 ES1119'
 ES1119'REFERENCE MARK NO 2 IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE
 ES1119'POST AND STAMPED---HART RM 2 1980---95 FT EAST OF CENTERLINE OF SR 87.
 ES1119'
 ES1119'NO AZIMUTH WAS SET.  STATION PASS MAY BE USED AS AZ MK.
 ES1119'
 ES1119'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR
 ES1119'19.55 MILES TO THE CREST OF A SMALL HILL AND THE STATION ON THE LEFT.
 ES1119'THIS STATION IS ABOUT 3.5 MILES SOUTHWEST OF SUNSET PASS AND IS
 ES1119'95 FT  EAST OF THE CENTERLINE OF SR 87. A DRIVE STATION.
 ES1119
 ES1119                          STATION RECOVERY (1981)
 ES1119
 ES1119'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1119'THE STATION WAS RECOVERED AS DESCRIBED IN 1980.
 ES1119
 ES1119                          STATION RECOVERY (2004)
 ES1119
 ES1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ES1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1925 ***********************************************************************
 AI1925  DESIGNATION -  HARTMAN
 AI1925  PID         -  AI1925
 AI1925  STATE/COUNTY-  AZ/COCONINO
 AI1925  USGS QUAD   -  ROCK STATION (1986)
 AI1925
 AI1925                         *CURRENT SURVEY CONTROL
 AI1925  ___________________________________________________________________
 AI1925* NAD 83(2007)-  34 57 37.35659(N)    110 48 24.22824(W)     ADJUSTED  
 AI1925* NAVD 88     -      1587.0    (meters)    5207.     (feet)  GPS OBS   
 AI1925  ___________________________________________________________________
 AI1925  EPOCH DATE  -        2007.00
 AI1925  X           -  -1,859,285.475 (meters)                     COMP
 AI1925  Y           -  -4,892,872.186 (meters)                     COMP
 AI1925  Z           -   3,635,160.770 (meters)                     COMP
 AI1925  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AI1925  ELLIP HEIGHT-        1562.910 (meters)          (02/10/07) ADJUSTED
 AI1925  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AI1925
 AI1925  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1925  Type    PID    Designation                      North   East  Ellip
 AI1925  -------------------------------------------------------------------
 AI1925  NETWORK AI1925 HARTMAN                           0.45   0.37   1.22
 AI1925  -------------------------------------------------------------------
 AI1925
 AI1925.The horizontal coordinates were established by GPS observations
 AI1925.and adjusted by the National Geodetic Survey in February 2007.
 AI1925
 AI1925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1925.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1925.The horizontal coordinates are valid at the epoch date displayed above.
 AI1925.The epoch date for horizontal control is a decimal equivalence
 AI1925.of Year/Month/Day.
 AI1925
 AI1925.The orthometric height was determined by GPS observations and a
 AI1925.high-resolution geoid model.
 AI1925
 AI1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1925
 AI1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1925
 AI1925.The ellipsoidal height was determined by GPS observations
 AI1925.and is referenced to NAD 83.
 AI1925
 AI1925.The geoid height was determined by GEOID03.
 AI1925
 AI1925;                    North         East     Units Scale Factor Converg.
 AI1925;SPC AZ C     -   439,741.489   314,724.958   MT  1.00002659   +0 38 09.8
 AI1925;SPC AZ C     - 1,442,721.42  1,032,562.20   iFT  1.00002659   +0 38 09.8
 AI1925;UTM  12      - 3,868,666.073   517,644.710   MT  0.99960384   +0 06 38.7
 AI1925
 AI1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1925!SPC AZ C     -   0.99975473  x   1.00002659  =   0.99978132
 AI1925!UTM  12      -   0.99975473  x   0.99960384  =   0.99935867
 AI1925
 AI1925                          SUPERSEDED SURVEY CONTROL
 AI1925
 AI1925  NAD 83(1992)-  34 57 37.35615(N)    110 48 24.22754(W) AD(       ) A
 AI1925  ELLIP H (09/30/99) 1562.928  (m)                       GP(       ) 3 1
 AI1925
 AI1925.Superseded values are not recommended for survey control.
 AI1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1925.See file dsdata.txt to determine how the superseded data were derived.
 AI1925
 AI1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1764568666(NAD 83)
 AI1925_MARKER: DD = SURVEY DISK
 AI1925_SETTING: 66 = SET IN ROCK OUTCROP
 AI1925_STAMPING: HOPITUTSKWA HARTMAN 1998
 AI1925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1925+STABILITY: POSITION/ELEVATION WELL
 AI1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1925+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1925
 AI1925  HISTORY     - Date     Condition        Report By
 AI1925  HISTORY     - 1998     MONUMENTED       HOPI
 AI1925
 AI1925                          STATION DESCRIPTION
 AI1925
 AI1925'DESCRIBED BY HOPI NATION 1998 (PJT)
 AI1925'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHWEST OF WINSLOW AND
 AI1925'0.2 MI (0.3 KM) WEST OF THE CITY OF WINSLOW WATER FIELD.
 AI1925'OWNERSHIP--THE HOPI NATION.  TO REACH THE STATION FROM THE POST OFFICE
 AI1925'AT THE CORNER OF WILLIAMSON AVENUE AND THIRD STREET IN WINSLOW, GO
 AI1925'SOUTH FOR 9.2 MI (14.8 KM) ON STATE ROUTE 87 TO A DIRT ROAD RIGHT AND
 AI1925'SIGN (HOPI CLEAR CREEK RANCH HEREFORDS).  TURN RIGHT AND GO WEST FOR
 AI1925'2.3 MI (3.7 KM) ON THE DIRT ROAD TO A POWERLINE CROSSING THE ROAD.
 AI1925'TURN LEFT AND GO WEST FOR 0.2 MI (0.3 KM) ON A TRACK ROAD TO THE
 AI1925'NORTHWEST END OF HILL AND THE STATION, ABOUT 30 FEET (9.1 M) FROM THE
 AI1925'EDGE OF HILL.  THE STATION IS SET IN BEDROCK.  LOCATED 839.5 FT (255.9
 AI1925'M) AT A TRUE AZIMUTH OF 255 DEGREES FROM POWERLINE POLE NUMBER 91
 AI1925'PS12150 AND ABOUT 16 CM BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2089 ***********************************************************************
 DV2089  DESIGNATION -  HARVESTER
 DV2089  PID         -  DV2089
 DV2089  STATE/COUNTY-  AZ/MARICOPA
 DV2089  USGS QUAD   -  LONE BUTTE (1973)
 DV2089
 DV2089                         *CURRENT SURVEY CONTROL
 DV2089  ___________________________________________________________________
 DV2089* NAD 83(1992)-  33 20 32.61272(N)    112 02 07.28432(W)     ADJUSTED  
 DV2089* NAVD 88     -       777.0    (meters)    2549.     (feet)  VERTCON   
 DV2089  ___________________________________________________________________
 DV2089  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DV2089  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV2089  HORZ ORDER  -  FIRST
 DV2089
 DV2089.The horizontal coordinates were established by classical geodetic methods
 DV2089.and adjusted by the National Geodetic Survey in August 1993.
 DV2089
 DV2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2089
 DV2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2089
 DV2089.The geoid height was determined by GEOID03.
 DV2089
 DV2089;                    North         East     Units Scale Factor Converg.
 DV2089;SPC AZ C     -   259,727.925   202,312.172   MT  0.99990150   -0 03 54.9
 DV2089;SPC AZ C     -   852,125.74    663,753.85   iFT  0.99990150   -0 03 54.9
 DV2089;UTM  12      - 3,689,724.139   403,654.493   MT  0.99971444   -0 34 08.8
 DV2089
 DV2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2089!SPC AZ C     -   0.99988270  x   0.99990150  =   0.99978421
 DV2089!UTM  12      -   0.99988270  x   0.99971444  =   0.99959717
 DV2089
 DV2089:                Primary Azimuth Mark                     Grid Az
 DV2089:SPC AZ C     -  TELEGRAPH PASS RESET                     249 32 35.7
 DV2089:UTM  12      -  TELEGRAPH PASS RESET                     250 02 49.6
 DV2089
 DV2089|---------------------------------------------------------------------|
 DV2089| PID    Reference Object                     Distance      Geod. Az  |
 DV2089|                                                           dddmmss.s |
 DV2089| DV2081 TELEGRAPH PASS RESET                APPROX. 2.8 KM 2492840.8 |
 DV2089|---------------------------------------------------------------------|
 DV2089
 DV2089                          SUPERSEDED SURVEY CONTROL
 DV2089
 DV2089  NAD 83(1986)-  33 20 32.60704(N)    112 02 07.28937(W) AD(       ) 1
 DV2089  NAD 27      -  33 20 32.44009(N)    112 02 04.76185(W) AD(       ) 1
 DV2089  NGVD 29 (07/19/86)  776.4    (m)         2547.     (f) VERT ANG    3  
 DV2089
 DV2089.Superseded values are not recommended for survey control.
 DV2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2089.See file dsdata.txt to determine how the superseded data were derived.
 DV2089
 DV2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0365489724(NAD 83)
 DV2089_MARKER: DD = SURVEY DISK
 DV2089_SETTING: 0 = UNSPECIFIED SETTING
 DV2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2089+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2007
 DV2089
 DV2089  HISTORY     - Date     Condition        Report By
 DV2089  HISTORY     - 1960     MONUMENTED       AMS
 DV2089  HISTORY     - 20070515 GOOD             GEOCAC
 DV2089
 DV2089                          STATION DESCRIPTION
 DV2089
 DV2089'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2089'T-1-S.  R-3-E.  IN SECTION 15.
 DV2089'
 DV2089'THE STATION IS LOCATED ON A HIGH EAST-WEST RIDGE IN PHOENIX SOUTH
 DV2089'MOUNTAIN PARK, ABOUT 400 FEET SOUTH OF THE HIDDEN VALLEY TRAIL,
 DV2089'1 FOOT NORTH OF A FOOT PATH AND 160 FEET EAST OF THE END OF A
 DV2089'JEEP TRAIL.
 DV2089'
 DV2089'THE STATION IS A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED
 DV2089'HARVESTER 1960 ARMY MAP SERVICE, SET IN BEDROCK, FLUSH WITH
 DV2089'THE GROUND.
 DV2089'
 DV2089'TO REACH FROM THE INTERSECTION OF SOUTH CENTRAL AVENUE AND
 DV2089'BASELINE ROAD IN PHOENIX, MARICOPA COUNTY, ARIZONA, GO SOUTH ON
 DV2089'SOUTH CENTRAL AVENUE, ENTERING SOUTH MOUNTAIN PARK, FOR 2.6
 DV2089'MILES TO ROAD FORKS.  TAKE THE MIDDLE ROAD OF THREE FOR
 DV2089'1.3 MILES TO A ROAD FORK.  TAKE THE LEFT FORK AND CONTINUE
 DV2089'AROUND CURVE AND UP A LONG GRADE ON THE SUMMIT DRIVE FOR 3.4
 DV2089'MILES TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO 0.75 MILE TO
 DV2089'A FORK.  TAKE THE LEFT FORK AND GO EASTERLY FOR 0.5 MILE TO
 DV2089'THE END OF THE PAVED ROAD.  TAKE A JEEP TRAIL NORTH-EAST AND
 DV2089'SOUTH FOR 0.7 MILE TO A FOOT TRAIL CROSSING (HIDDEN VALLEY
 DV2089'TRAIL).  CONTINUE ON JEEP TRAIL GENERALLY SOUTHEAST FOR 0.3 MILE
 DV2089'TO THE END OF THE TRAIL ON TOP OF A HIGH RIDGE.  FROM HERE WALK
 DV2089'ABOUT 160 FEET EAST ON A FOOT PATH TO THE HIGHEST POINT ON
 DV2089'THE RIDGE AND THE STATION SITE.
 DV2089'
 DV2089'R.M. NO. 1--A CORPS OF ENGINEERS DISK STAMPED HARVESTER R.M.
 DV2089'1 1960 ARMY MAP SERVICE SET IN A BOULDER 15.82 FEET (SLOPE
 DV2089'DISTANCE) WEST OF AND ABOUT 0.5 FOOT HIGHER THAN THE STATION
 DV2089'MARK.
 DV2089'
 DV2089'R.M. NO. 2--A CORPS OF ENGINEERS DISK STAMPED HARVESTER R.M.
 DV2089'2 1960 ARMY MAP SERVICE SET IN BEDROCK FLUSH WITH THE SURROUNDING
 DV2089'GROUND, 13.23 FEET NORTH OF AND ABOUT 2 FEET LOWER THAN THE
 DV2089'STATION MARK.
 DV2089
 DV2089                          STATION RECOVERY (2007)
 DV2089
 DV2089'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2186 ***********************************************************************
 DV2186  DESIGNATION -  HASS
 DV2186  PID         -  DV2186
 DV2186  STATE/COUNTY-  AZ/YAVAPAI
 DV2186  USGS QUAD   -  WICKENBURG (1978)
 DV2186
 DV2186                         *CURRENT SURVEY CONTROL
 DV2186  ___________________________________________________________________
 DV2186* NAD 83(1992)-  33 59 58.07294(N)    112 44 29.99184(W)     ADJUSTED  
 DV2186* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 DV2186  ___________________________________________________________________
 DV2186  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DV2186  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV2186  HORZ ORDER  -  SECOND
 DV2186
 DV2186.The horizontal coordinates were established by classical geodetic methods
 DV2186.and adjusted by the National Geodetic Survey in August 1993.
 DV2186
 DV2186.The orthometric height was scaled from a topographic map.
 DV2186
 DV2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2186
 DV2186.The geoid height was determined by GEOID03.
 DV2186
 DV2186;                    North         East     Units Scale Factor Converg.
 DV2186;SPC AZ C     -   332,901.306   137,148.910   MT  0.99997158   -0 27 40.9
 DV2186;SPC AZ C     - 1,092,195.89    449,963.62   iFT  0.99997158   -0 27 40.9
 DV2186;UTM  12      - 3,763,463.935   339,150.703   MT  0.99991894   -0 58 26.8
 DV2186
 DV2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2186!SPC AZ C     -   0.99990217  x   0.99997158  =   0.99987375
 DV2186!UTM  12      -   0.99990217  x   0.99991894  =   0.99982112
 DV2186
 DV2186:                Primary Azimuth Mark                     Grid Az
 DV2186:SPC AZ C     -  ROAD                                     270 38 17.9
 DV2186:UTM  12      -  ROAD                                     271 09 03.8
 DV2186
 DV2186|---------------------------------------------------------------------|
 DV2186| PID    Reference Object                     Distance      Geod. Az  |
 DV2186|                                                           dddmmss.s |
 DV2186| DV2213 ROAD                                APPROX. 1.9 KM 2701037.0 |
 DV2186|---------------------------------------------------------------------|
 DV2186
 DV2186                          SUPERSEDED SURVEY CONTROL
 DV2186
 DV2186  NAD 83(1986)-  33 59 58.07126(N)    112 44 29.99437(W) AD(       ) 2
 DV2186  NAD 27      -  33 59 57.96800(N)    112 44 27.34800(W) AD(       ) 2
 DV2186
 DV2186.Superseded values are not recommended for survey control.
 DV2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2186.See file dsdata.txt to determine how the superseded data were derived.
 DV2186
 DV2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3915163464(NAD 83)
 DV2186_MARKER: DS = TRIANGULATION STATION DISK
 DV2186_SETTING: 80 = SET IN A BOULDER
 DV2186_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV2186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2186+STABILITY: POSITION/ELEVATION WELL
 DV2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2186+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV2186
 DV2186  HISTORY     - Date     Condition        Report By
 DV2186  HISTORY     - 1924     MONUMENTED       CGS
 DV2186  HISTORY     - 1985     GOOD             AZDT
 DV2186  HISTORY     - 20070428 GOOD             GEOCAC
 DV2186
 DV2186                          STATION DESCRIPTION
 DV2186
 DV2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2186'ABOUT 3 MILES NORTH OF WICKENBURG, 200 YARDS EAST OF THE EAST
 DV2186'BANK OF THE HASSAYAMPA RIVER, ON THE FIRST LOW BENCH ABOVE
 DV2186'THE MESQUITE THICKETS OF THE RIVER BOTTOM AND BETWEEN THE
 DV2186'RIVER AND THE FIRST HILL RISING TO THE EAST.  MARKED BY A
 DV2186'STANDARD BRONZE DISK.  THOMPSON BOUNDARY
 DV2186'MONUMENT NO. 11 IS 53.855 METERS (176.69 FEET) FROM STATION
 DV2186'N 84 DEG 16 MIN W.
 DV2186
 DV2186                          STATION RECOVERY (1985)
 DV2186
 DV2186'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2186'THE STATION WAS RECOVERED AS DESCRIBED IN 1924 AND IS IN GOOD
 DV2186'CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2186'
 DV2186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 93 AND 89
 DV2186'IN WICKENBURG TRAVEL EAST ALONG US 89 FOR 0.4 MILE TO JACK BURDEN
 DV2186'ROAD.  TURN LEFT AND TRAVEL NORTH ALONG JACK BURDEN ROAD FOR 0.8 MILE
 DV2186'TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE FOR 0.25 MILE
 DV2186'TO ANOTHER CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE FOR 1.3
 DV2186'MILES TO A FORK.  TAKE THE RIGHT FORK PASSING BETWEEN TWO PILLARS FOR
 DV2186'0.5 MILE TO THE STATION ON THE RIGHT ABOUT 50 FEET FROM THE ROAD.
 DV2186
 DV2186                          STATION RECOVERY (2007)
 DV2186
 DV2186'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2199 ***********************************************************************
 DV2199  DESIGNATION -  HASSA
 DV2199  PID         -  DV2199
 DV2199  STATE/COUNTY-  AZ/MARICOPA
 DV2199  USGS QUAD   -  WAGNER WASH WELL (1988)
 DV2199
 DV2199                         *CURRENT SURVEY CONTROL
 DV2199  ___________________________________________________________________
 DV2199* NAD 83(1992)-  33 34 32.96600(N)    112 44 44.09893(W)     ADJUSTED  
 DV2199* NAVD 88     -       435.3    (meters)    1428.     (feet)  VERTCON   
 DV2199  ___________________________________________________________________
 DV2199  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DV2199  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DV2199  HORZ ORDER  -  SECOND
 DV2199
 DV2199.The horizontal coordinates were established by classical geodetic methods
 DV2199.and adjusted by the National Geodetic Survey in August 1993.
 DV2199
 DV2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2199
 DV2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2199
 DV2199.The geoid height was determined by GEOID03.
 DV2199
 DV2199;                    North         East     Units Scale Factor Converg.
 DV2199;SPC AZ C     -   285,917.406   136,408.848   MT  0.99997298   -0 27 30.4
 DV2199;SPC AZ C     -   938,049.23    447,535.59   iFT  0.99997298   -0 27 30.4
 DV2199;UTM  12      - 3,716,490.880   337,992.556   MT  0.99992358   -0 57 56.1
 DV2199
 DV2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2199!SPC AZ C     -   0.99993645  x   0.99997298  =   0.99990943
 DV2199!UTM  12      -   0.99993645  x   0.99992358  =   0.99986003
 DV2199
 DV2199:                Primary Azimuth Mark                     Grid Az
 DV2199:SPC AZ C     -  POLE 842                                 108 52 18.1
 DV2199:UTM  12      -  POLE 842                                 109 22 43.8
 DV2199
 DV2199|---------------------------------------------------------------------|
 DV2199| PID    Reference Object                     Distance      Geod. Az  |
 DV2199|                                                           dddmmss.s |
 DV2199| DV2198 POLE 842                            APPROX. 7.2 KM 1082447.7 |
 DV2199| CH5280 HASSA RM 1                            5.687 METERS 12114     |
 DV2199| CH5281 HASSA RM 2                            6.099 METERS 31351     |
 DV2199|---------------------------------------------------------------------|
 DV2199
 DV2199                          SUPERSEDED SURVEY CONTROL
 DV2199
 DV2199  NAD 83(1986)-  33 34 32.96080(N)    112 44 44.10455(W) AD(       ) 2
 DV2199  NAD 27      -  33 34 32.82700(N)    112 44 41.47900(W) AD(       ) 2
 DV2199  NGVD 29 (07/19/86)  434.7    (m)         1426.     (f) VERT ANG    3  
 DV2199
 DV2199.Superseded values are not recommended for survey control.
 DV2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2199.See file dsdata.txt to determine how the superseded data were derived.
 DV2199
 DV2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3799316491(NAD 83)
 DV2199_MARKER: DS = TRIANGULATION STATION DISK
 DV2199_SETTING: 66 = SET IN ROCK OUTCROP
 DV2199
 DV2199  HISTORY     - Date     Condition        Report By
 DV2199  HISTORY     - 1947     MONUMENTED       CGS
 DV2199
 DV2199                          STATION DESCRIPTION
 DV2199
 DV2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2199'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE EAST-NORTHEAST
 DV2199'OF TONOPAH AND 1 MILE WEST OF THE HASSAYAMPA RIVER ON A
 DV2199'LONE SHORT ROCKY RIDGE.  THE STATION MARK IS A BRONZE DISK
 DV2199'SET ON HIGHEST POINT OF RIDGE 5 PACES WEST OF A ROCK CAIRN.
 DV2199'IT PROJECTS 6 INCHES AND IS STAMPED, HASSA 1947.
 DV2199'
 DV2199'REFERENCE MARK NO. 1 IS A BRONZE DISK SET 1 FOOT LOWER THAN
 DV2199'THE STATION MARK, PROJECTS 2 INCHES AND IS STAMPED, HASSA
 DV2199'NO 1 1947.
 DV2199'
 DV2199'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH, 3 FEET LOWER
 DV2199'THAN THE STATION MARK AND IS STAMPED, HASSA NO 2 1947.
 DV2199'
 DV2199'STATION POLE 842 1947 WAS USED AS AN AZIMUTH MARK.
 DV2199'
 DV2199'TO REACH THE STATION FROM PERRYVILLE.  GO WEST 13 MILES TO
 DV2199'A CROSSROAD.  TURN RIGHT, GO 5.0 MILES TO A CROSSROAD AT
 DV2199'A POWERLINE.  TURN LEFT ALONG POWERLINE, GO 4.75 MILES TO
 DV2199'A GATE.  PASS THROUGH GATE, CONTINUE 4.1 MILES TO A DIM
 DV2199'ROAD LEFT AT POWERLINE POLE 773.  TURN LEFT, GO 2.3 MILES
 DV2199'TO A FENCELINE.  CONTINUE 1.1 MILE TO A POINT WEST OF STATION.
 DV2199'TURN LEFT, GO CROSS COUNTRY EAST AS FAR AS POSSIBLE.  A FOUR
 DV2199'WHEEL DRIVE VEHICLE CAN BE DRIVEN TO BASE OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1564 ***********************************************************************
 DA1564  DESIGNATION -  HAT BRIM
 DA1564  PID         -  DA1564
 DA1564  STATE/COUNTY-  AZ/MARICOPA
 DA1564  USGS QUAD   -  HAT MOUNTAIN (1986)
 DA1564
 DA1564                         *CURRENT SURVEY CONTROL
 DA1564  ___________________________________________________________________
 DA1564* NAD 83(1992)-  32 38 04.60566(N)    112 44 28.33086(W)     ADJUSTED  
 DA1564* NAVD 88     -       828.5    (meters)    2718.     (feet)  VERTCON   
 DA1564  ___________________________________________________________________
 DA1564  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DA1564  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA1564  HORZ ORDER  -  SECOND
 DA1564
 DA1564.The horizontal coordinates were established by classical geodetic methods
 DA1564.and adjusted by the National Geodetic Survey in August 1993.
 DA1564
 DA1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1564
 DA1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1564
 DA1564.The geoid height was determined by GEOID03.
 DA1564
 DA1564;                    North         East     Units Scale Factor Converg.
 DA1564;SPC AZ C     -   181,533.914   135,994.996   MT  0.99997378   -0 26 40.8
 DA1564;SPC AZ C     -   595,583.71    446,177.81   iFT  0.99997378   -0 26 40.8
 DA1564;UTM  12      - 3,612,119.909   336,666.337   MT  0.99992897   -0 56 21.1
 DA1564
 DA1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1564!SPC AZ C     -   0.99987485  x   0.99997378  =   0.99984863
 DA1564!UTM  12      -   0.99987485  x   0.99992897  =   0.99980383
 DA1564
 DA1564|---------------------------------------------------------------------|
 DA1564| PID    Reference Object                     Distance      Geod. Az  |
 DA1564|                                                           dddmmss.s |
 DA1564| CH5282 HAT BRIM RM 1                         2.279 METERS 22708     |
 DA1564| DA1563 HAT BRIM AZ MK                      APPROX. 0.9 KM 2512527.1 |
 DA1564| CH5283 HAT BRIM RM 2                         3.388 METERS 33858     |
 DA1564|---------------------------------------------------------------------|
 DA1564
 DA1564                          SUPERSEDED SURVEY CONTROL
 DA1564
 DA1564  NAD 83(1986)-  32 38 04.59301(N)    112 44 28.33594(W) AD(       ) 2
 DA1564  NAD 27      -  32 38 04.40400(N)    112 44 25.78900(W) AD(       ) 2
 DA1564  NGVD 29 (06/20/88)  827.8    (m)         2716.     (f) VERT ANG    3  
 DA1564
 DA1564.Superseded values are not recommended for survey control.
 DA1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1564.See file dsdata.txt to determine how the superseded data were derived.
 DA1564
 DA1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3666612120(NAD 83)
 DA1564_MARKER: DS = TRIANGULATION STATION DISK
 DA1564_SETTING: 66 = SET IN ROCK OUTCROP
 DA1564
 DA1564  HISTORY     - Date     Condition        Report By
 DA1564  HISTORY     - 1936     MONUMENTED       CGS
 DA1564  HISTORY     - 1948     GOOD             USGS
 DA1564
 DA1564                          STATION DESCRIPTION
 DA1564
 DA1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1564'ABOUT 19 MILES SOUTH-SOUTHEAST OF GILA BEND, 7 MILES EAST OF THE
 DA1564'AJO-GILA BEND HIGHWAY, ON HAT MOUNTAIN (A PROMINENT AND ROCKY
 DA1564'PEAK TOPPED BY A CUBICAL CROWN HAVING VERTICAL SIDES ABOUT
 DA1564'200 FEET IN HEIGHT), ON A TRIANGULAR SHOULDER PROJECTING
 DA1564'SOUTHEAST FROM THE BASE OF THE HAT, ABOUT 75 YARDS SOUTHEAST
 DA1564'OF THE SOUTHEAST BASE OF THE HIGH CLIFF, ABOUT 40 FEET NORTHWEST
 DA1564'OF THE APEX OF THE TRIANGULAR SHOULDER, ON CREST OF SHOULDER,
 DA1564'IN ROCK LEDGE.  MARKED BY A STANDARD BRONZE DISK.
 DA1564'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1564'REFERENCE DISK, IS NEAR THE EAST EDGE OF THE
 DA1564'SHOULDER AND IS 2.279 METERS (7.48 FEET) FROM STATION
 DA1564'S 47 DEG 08 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DA1564'REFERENCE DISK, IN APEX OF TRIANGLE, IS 3.388
 DA1564'METERS (11.12 FEET) FROM STATION N 21 DEG 02
 DA1564'MIN W.  THE AZIMUTH MARK, HAT BRIM AZIMUTH, A STANDARD BRONZE
 DA1564'DISK, IS ON THE SUMMIT OF A SMALL, ROCKY PEAK AT
 DA1564'THE SOUTH END OF THE RIDGE LYING JUST WEST OF THE MAIN PEAK AND
 DA1564'JOINED TO IT BY A SADDLE, ON THE HIGH POINT, ON THE
 DA1564'APPROXIMATE CENTER OF THE PEAK.  (THIS PEAK IS NOT THE
 DA1564'HIGHEST POINT OF THE RIDGE BUT IS THE MOST SOUTHERLY.) IT IS
 DA1564'868.0 METERS (2,848 FEET) FROM STATION S 71 DEG 25
 DA1564'MIN W.
 DA1564
 DA1564                          STATION RECOVERY (1948)
 DA1564
 DA1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1564'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1563 ***********************************************************************
 DA1563  DESIGNATION -  HAT BRIM AZ MK
 DA1563  PID         -  DA1563
 DA1563  STATE/COUNTY-  AZ/MARICOPA
 DA1563  USGS QUAD   -  HAT MOUNTAIN (1986)
 DA1563
 DA1563                         *CURRENT SURVEY CONTROL
 DA1563  ___________________________________________________________________
 DA1563* NAD 83(1992)-  32 37 55.62869(N)    112 44 59.89470(W)     ADJUSTED  
 DA1563* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 DA1563  ___________________________________________________________________
 DA1563  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 DA1563  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA1563  HORZ ORDER  -  THIRD
 DA1563
 DA1563.The horizontal coordinates were established by classical geodetic methods
 DA1563.and adjusted by the National Geodetic Survey in August 1993.
 DA1563
 DA1563.The orthometric height was scaled from a topographic map.
 DA1563
 DA1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1563
 DA1563.The geoid height was determined by GEOID03.
 DA1563
 DA1563;                    North         East     Units Scale Factor Converg.
 DA1563;SPC AZ C     -   181,263.813   135,170.140   MT  0.99997536   -0 26 57.8
 DA1563;SPC AZ C     -   594,697.55    443,471.59   iFT  0.99997536   -0 26 57.8
 DA1563;UTM  12      - 3,611,856.949   335,839.217   MT  0.99993231   -0 56 37.9
 DA1563
 DA1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1563!SPC AZ C     -   0.99994358  x   0.99997536  =   0.99991894
 DA1563!UTM  12      -   0.99994358  x   0.99993231  =   0.99987589
 DA1563
 DA1563:                Primary Azimuth Mark                     Grid Az
 DA1563:SPC AZ C     -  HAT BRIM                                 071 52 07.9
 DA1563:UTM  12      -  HAT BRIM                                 072 21 48.0
 DA1563
 DA1563|---------------------------------------------------------------------|
 DA1563| PID    Reference Object                     Distance      Geod. Az  |
 DA1563|                                                           dddmmss.s |
 DA1563| DA1564 HAT BRIM                            APPROX. 0.9 KM 0712510.1 |
 DA1563|---------------------------------------------------------------------|
 DA1563
 DA1563                          SUPERSEDED SURVEY CONTROL
 DA1563
 DA1563  NAD 83(1986)-  32 37 55.61613(N)    112 44 59.89918(W) AD(       ) 3
 DA1563  NAD 27      -  32 37 55.42600(N)    112 44 57.35500(W) AD(       ) 3
 DA1563
 DA1563.Superseded values are not recommended for survey control.
 DA1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1563.See file dsdata.txt to determine how the superseded data were derived.
 DA1563
 DA1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3583911857(NAD 83)
 DA1563_MARKER: DS = TRIANGULATION STATION DISK
 DA1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1563+STABILITY: SURFACE MOTION
 DA1563
 DA1563  HISTORY     - Date     Condition        Report By
 DA1563  HISTORY     - 1936     MONUMENTED       CGS
 DA1563
 DA1563                          STATION DESCRIPTION
 DA1563
 DA1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1563'THE AZIMUTH MARK, HAT BRIM AZIMUTH, A STANDARD BRONZE
 DA1563'DISK, IS ON THE SUMMIT OF HAT MOUNTAIN OF A SMALL, ROCKY PEAK AT
 DA1563'THE SOUTH END OF THE RIDGE LYING JUST WEST OF THE MAIN PEAK AND
 DA1563'JOINED TO IT BY A SADDLE, ON THE HIGH POINT, ON THE
 DA1563'APPROXIMATE CENTER OF THE PEAK.  (THIS PEAK IS NOT THE
 DA1563'HIGHEST POINT OF THE RIDGE BUT IS THE MOST SOUTHERLY.) IT IS
 DA1563'868.0 METERS (2,848 FEET) FROM STATION S 71 DEG 25
 DA1563'MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2000 ***********************************************************************
 DU2000  DESIGNATION -  HATTON
 DU2000  PID         -  DU2000
 DU2000  STATE/COUNTY-  AZ/PINAL
 DU2000  USGS QUAD   -  PINAL RANCH (1979)
 DU2000
 DU2000                         *CURRENT SURVEY CONTROL
 DU2000  ___________________________________________________________________
 DU2000* NAD 83(1992)-  33 20 36.89422(N)    110 58 41.65376(W)     ADJUSTED  
 DU2000* NAVD 88     -      1674.3    (meters)    5493.     (feet)  VERTCON   
 DU2000  ___________________________________________________________________
 DU2000  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DU2000  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DU2000  HORZ ORDER  -  FIRST
 DU2000
 DU2000.The horizontal coordinates were established by classical geodetic methods
 DU2000.and adjusted by the National Geodetic Survey in August 1993.
 DU2000
 DU2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2000
 DU2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2000
 DU2000.The geoid height was determined by GEOID03.
 DU2000
 DU2000;                    North         East     Units Scale Factor Converg.
 DU2000;SPC AZ C     -   260,246.745   300,710.588   MT  0.99999404   +0 30 57.1
 DU2000;SPC AZ C     -   853,827.90    986,583.29   iFT  0.99999404   +0 30 57.1
 DU2000;SPC AZ E     -   260,147.614   137,818.002   MT  0.99997033   -0 26 46.0
 DU2000;SPC AZ E     -   853,502.67    452,158.80   iFT  0.99997033   -0 26 46.0
 DU2000;UTM  12      - 3,689,377.710   502,025.078   MT  0.99960005   +0 00 43.1
 DU2000
 DU2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2000!SPC AZ C     -   0.99974157  x   0.99999404  =   0.99973561
 DU2000!SPC AZ E     -   0.99974157  x   0.99997033  =   0.99971191
 DU2000!UTM  12      -   0.99974157  x   0.99960005  =   0.99934172
 DU2000
 DU2000|---------------------------------------------------------------------|
 DU2000| PID    Reference Object                     Distance      Geod. Az  |
 DU2000|                                                           dddmmss.s |
 DU2000| CD2999 HATTON RM 1                          10.297 METERS 13302     |
 DU2000| CD3000 HATTON RM 2                           7.529 METERS 30032     |
 DU2000| CD2998 HATTON AZ MK                                       3341236.3 |
 DU2000|---------------------------------------------------------------------|
 DU2000
 DU2000                          SUPERSEDED SURVEY CONTROL
 DU2000
 DU2000  NAD 83(1986)-  33 20 36.88966(N)    110 58 41.65482(W) AD(       ) 1
 DU2000  NAD 27      -  33 20 36.69100(N)    110 58 39.24100(W) AD(       ) 1
 DU2000  NGVD 29 (07/19/86) 1673.6    (m)         5491.     (f) VERT ANG    3  
 DU2000
 DU2000.Superseded values are not recommended for survey control.
 DU2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2000.See file dsdata.txt to determine how the superseded data were derived.
 DU2000
 DU2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0202589378(NAD 83)
 DU2000_MARKER: DS = TRIANGULATION STATION DISK
 DU2000_SETTING: 66 = SET IN ROCK OUTCROP
 DU2000
 DU2000  HISTORY     - Date     Condition        Report By
 DU2000  HISTORY     - 1947     MONUMENTED       CGS
 DU2000  HISTORY     - 1967     GOOD             AMS
 DU2000
 DU2000                          STATION DESCRIPTION
 DU2000
 DU2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2000'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTHWEST OF
 DU2000'MIAMI, ABOUT 8 MILES AIRLINE NORTHEAST OF SUPERIOR, 0.4 MILE
 DU2000'SOUTH OF WHERE U.S. HIGHWAY 60 AND 70 CROSSES THE PINAL AND
 DU2000'GILA COUNTY LINE, ON THE MOST SOUTHWESTERN AND HIGHEST OF
 DU2000'WHAT IS KNOWN LOCALLY AS HATTON FIVE PEAKS.  THE STATION MARK
 DU2000'IS SET FLUSH ON THE HIGHEST POINT AND CENTER OF A LARGE ROCK
 DU2000'OUTCROPPING.  IT IS STAMPED--HATTON 1946.
 DU2000'
 DU2000'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN STATION MARK,
 DU2000'PROJECTS 20 INCHES AND IS STAMPED--HATTON NO 1 1946.
 DU2000'
 DU2000'REFERENCE MARK NO. 2 IS 7 FEET LOWER THAN STATION MARK,
 DU2000'PROJECTS 3 FEET AND IS STAMPED--HATTON NO 2 1946.
 DU2000'
 DU2000'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE CONCRETE HEADWALL
 DU2000'OF A CATTLE GUARD ON U.S. HIGHWAY 60 AND 70 AT THE PINAL
 DU2000'AND GILA COUNTY LINE.  IT IS 20 FEET SOUTH OF THE CENTER
 DU2000'LINE OF THE HIGHWAY, 4 INCHES WEST OF THE EAST END OF THE
 DU2000'SOUTHERN HEADWALL.  IT PROJECTS 10 INCHES AND IS STAMPED--HATTON
 DU2000'1946.
 DU2000'
 DU2000'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN MIAMI,
 DU2000'GO WEST ON U.S. HIGHWAY 60 AND 70, 9.65 MILES TO A CATTLE
 DU2000'GUARD AT COUNTY LINE AND AZIMUTH MARK ON LEFT AS DESCRIBED
 DU2000'ABOVE.  CONTINUE ON HIGHWAY 0.45 MILE TO A ROAD LEFT AT SIGN
 DU2000'AMERICAN MINE.  TURN LEFT OFF HIGHWAY, GO 0.55 MILE TO END OF
 DU2000'TRUCK TRAVEL AT A TRIANGLE BLAZED TREE ON LEFT.  FROM HERE WALK
 DU2000'EASTERLY UP RIDGE TO HIGHEST POINT AND STATION.  THE ROUTE TO
 DU2000'STATION IS VERY BRUSHY AND ROUGH.  A 45-MINUTE PACK.
 DU2000
 DU2000                          STATION RECOVERY (1967)
 DU2000
 DU2000'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JM)
 DU2000'LOCATED APPROXIMATELY 9.0 AIRMILES S.W. OF MIAMI AND 6.5
 DU2000'AIRMILES N.E. OF SUPERIOR.
 DU2000'
 DU2000'TO REACH FROM MIAMI P.O. GO WEST OF U.S. HWY 60-70 FOR 8.8
 DU2000'MI TO DIRT ROAD ON LEFT, TURN LEFT (S) AND GO FOR 0.35 MI,
 DU2000'LEAVE TRUCK AND START TO CLIMB IN A N.E. DIRECTION TO MOST
 DU2000'PROMINENT PEAK AND STATION.  IT IS A 45 MINUTE PACK.
 DU2000'
 DU2000'STATION IS ON THE HIGHEST POINT OF THE RIDGE.  STATION MARK
 DU2000'IS A STANDARD USC AND GS DISK STAMPED HATTON 1946 SET IN A
 DU2000'BOULDER.
 DU2000'
 DU2000'R.M. 1 IS A STANDARD USC AND GS DISK SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0463 ***********************************************************************
 DV0463  DESIGNATION -  HAUL
 DV0463  PID         -  DV0463
 DV0463  STATE/COUNTY-  AZ/MARICOPA
 DV0463  USGS QUAD   -  FOWLER (1982)
 DV0463
 DV0463                         *CURRENT SURVEY CONTROL
 DV0463  ___________________________________________________________________
 DV0463* NAD 83(1992)-  33 24 30.98815(N)    112 11 11.92206(W)     ADJUSTED  
 DV0463* NAVD 88     -       308.36   (+/-2cm)    1011.7    (feet)  VERTCON   
 DV0463  ___________________________________________________________________
 DV0463  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 DV0463  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0463  HORZ ORDER  -  SECOND
 DV0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0463
 DV0463.The horizontal coordinates were established by classical geodetic methods
 DV0463.and adjusted by the National Geodetic Survey in August 1993.
 DV0463
 DV0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0463.The vertical order pertains to the NGVD 29 superseded value.
 DV0463
 DV0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0463
 DV0463.The geoid height was determined by GEOID03.
 DV0463
 DV0463;                    North         East     Units Scale Factor Converg.
 DV0463;SPC AZ C     -   267,097.502   188,249.069   MT  0.99990777   -0 08 55.1
 DV0463;SPC AZ C     -   876,304.14    617,615.06   iFT  0.99990777   -0 08 55.1
 DV0463;UTM  12      - 3,697,215.925   389,659.216   MT  0.99975010   -0 39 12.4
 DV0463
 DV0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0463!SPC AZ C     -   0.99995632  x   0.99990777  =   0.99986409
 DV0463!UTM  12      -   0.99995632  x   0.99975010  =   0.99970643
 DV0463
 DV0463:                Primary Azimuth Mark                     Grid Az
 DV0463:SPC AZ C     -  PHOENIX W COTTON PROD CO TANK            027 46 30.6
 DV0463:UTM  12      -  PHOENIX W COTTON PROD CO TANK            028 16 47.9
 DV0463
 DV0463|---------------------------------------------------------------------|
 DV0463| PID    Reference Object                     Distance      Geod. Az  |
 DV0463|                                                           dddmmss.s |
 DV0463| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 3.7 KM 0273735.5 |
 DV0463| CH5284 HAUL AZ MK                                         0285535.0 |
 DV0463| DV2097 PHOENIX PUB SER CO TANK             APPROX. 4.8 KM 0374915.4 |
 DV0463| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 5.0 KM 0420011.2 |
 DV0463| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 5.9 KM 0460556.5 |
 DV0463| DV0464 HAUL RM 1                            23.140 METERS 06045     |
 DV0463| DV0462 TT D 7                               18.177 METERS 16243     |
 DV0463|---------------------------------------------------------------------|
 DV0463
 DV0463                          SUPERSEDED SURVEY CONTROL
 DV0463
 DV0463  NAD 83(1986)-  33 24 30.98247(N)    112 11 11.92714(W) AD(       ) 2
 DV0463  NAD 27      -  33 24 30.82400(N)    112 11 09.38060(W) AD(       ) 2
 DV0463  NGVD 29 (??/??/92)  307.722  (m)         1009.58   (f) ADJ UNCH    2 0
 DV0463
 DV0463.Superseded values are not recommended for survey control.
 DV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0463.See file dsdata.txt to determine how the superseded data were derived.
 DV0463
 DV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8965997216(NAD 83)
 DV0463_MARKER: DE = TRAVERSE STATION DISK
 DV0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0463_STAMPING: HAUL 1962
 DV0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0463+STABILITY: SURFACE MOTION
 DV0463
 DV0463  HISTORY     - Date     Condition        Report By
 DV0463  HISTORY     - 1962     MONUMENTED       CGS
 DV0463  HISTORY     - 1962     GOOD             CGS
 DV0463  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0463  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0463
 DV0463                          STATION DESCRIPTION
 DV0463
 DV0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0463'THE STATION IS LOCATED ABOUT 7 MILES WEST-SOUTHWEST OF PHOENIX,
 DV0463'ABOUT 4 MILES EAST-SOUTHEAST OF AVONDALE, 2 MILES SOUTH OF
 DV0463'U.S. HIGHWAY 80, AT THE INTERSECTION OF SOUTH 59TH AVENUE
 DV0463'AND WEST BUCKEYE ROAD AND IS AT THE SOUTH END OF CATTLE
 DV0463'FEEDING PENS.
 DV0463'
 DV0463'TO REACH THE STATION FROM THE JUNCTION OF BLACK CANYON HIGHWAY
 DV0463'AND U.S. HIGHWAY 80 (WEST BUCKEYE ROAD) IN PHOENIX, GO WEST
 DV0463'ON U.S. HIGHWAY 80 FOR 4.5 MILES TO CROSSROAD, TURN LEFT,
 DV0463'GO SOUTH ON 59TH AVENUE FOR 1.0 MILE TO CROSSROAD (LOWER
 DV0463'BUCKEYE ROAD), CONTINUE SOUTH ON 59TH AVENUE FOR 1.0 MILE
 DV0463'TO THE STATION ON THE RIGHT.
 DV0463'
 DV0463'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0463'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 DV0463'HAUL 1962.  THE MARK IS 41 FEET WEST OF CENTER OF SOUTH
 DV0463'59TH AVENUE, 28 FEET NORTHWEST OF CENTER OF WEST BROADWAY
 DV0463'ROAD, 11 FEET SOUTHEAST OF EDGE OF A CANAL AND 3.8 FEET
 DV0463'NORTHWEST OF WITNESS POST.
 DV0463'
 DV0463'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF
 DV0463'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND IS
 DV0463'STAMPED HAUL NO 1 1962.  THE MARK IS 57.4 FEET NORTHEAST
 DV0463'OF WITNESS POST, 45 FEET NORTH OF A POWER LINE POLE, 24 FEET
 DV0463'EAST OF CENTER OF ROAD AND 1 FOOT WEST OF FENCE.
 DV0463'
 DV0463'REFERENCE MARK 2, A U.S. ARMY CORPS OF ENGINEERS BRONZE
 DV0463'DISK SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 DV0463'IRRIGATION GATE AND IS STAMPED TT D7 1948.  THE MARK IS 56.3
 DV0463'FEET SOUTHEAST OF WITNESS POST, 25 FEET WEST OF CENTER OF SOUTH
 DV0463'59TH AVENUE AND 23 FEET SOUTHEAST OF CENTER OF WEST BROADWAY
 DV0463'ROAD.
 DV0463'
 DV0463'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF ROUND
 DV0463'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED
 DV0463'HAUL 1962.  THE MARK IS 13 FEET SOUTH OF CENTER OF DIRT ROAD,
 DV0463'4.8 FEET NORTH OF THE NORTH EDGE OF CANAL, 4.5 FEET WEST OF
 DV0463'POWER LINE POLE AND 3.0 FEET EAST OF WITNESS POST.
 DV0463'
 DV0463'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DV0463'SOUTH 59TH AVENUE FOR 0.45 MILE TO A DIRT SIDE ROAD RIGHT,
 DV0463'TURN RIGHT, GO EAST ON DIRT ROAD FOR 0.25 MILE TO THE MARK
 DV0463'ON THE RIGHT.
 DV0463'
 DV0463'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 DV0463
 DV0463                          STATION RECOVERY (1962)
 DV0463
 DV0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0463'6.1 MI SW FROM PHOENIX.
 DV0463'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.H.D.) DURANGO YARDS,
 DV0463'THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH AVENUE, THENCE 4.0 MILES WEST
 DV0463'ALONG LOWER BUCKEYE RD, THENCE 1.0 MILE SOUTH ALONG SOUTH 59TH AVENUE
 DV0463'TO THE JUNCTION OF 59TH AVENUE AND BROADWAY.  THE MARK IS A STANDARD
 DV0463'DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, 33 FT. WEST OF
 DV0463'THE CENTER OF 59TH AVENUE, 33 FT. NORTH OF THE CENTER OF BROADWAY, 29
 DV0463'FT. SOUTHWEST OF A IRRIGATION CANAL HEADGATE, 59.7 FT. NORTH-NORTHWEST
 DV0463'OF BM TT D7 USE, 2.7 FT. NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 DV0463'BROADWAY.
 DV0463
 DV0463                          STATION RECOVERY (1992)
 DV0463
 DV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0463'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0463'ASSUMED DESTROYED.
 DV0463
 DV0463                          STATION RECOVERY (2008)
 DV0463
 DV0463'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0463'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0463'MARK. BOTH ROADS HAVE BEEN WIDENED, AND THE DESCRIBED LOCATION IS NOW
 DV0463'INSIDE THE INTERSECTION IN A PAVED AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0464 ***********************************************************************
 DV0464  DESIGNATION -  HAUL RM 1
 DV0464  PID         -  DV0464
 DV0464  STATE/COUNTY-  AZ/MARICOPA
 DV0464  USGS QUAD   -  FOWLER (1982)
 DV0464
 DV0464                         *CURRENT SURVEY CONTROL
 DV0464  ___________________________________________________________________
 DV0464* NAD 83(1986)-  33 24 30.     (N)    112 11 12.     (W)     SCALED    
 DV0464* NAVD 88     -       308.34   (+/-2cm)    1011.6    (feet)  VERTCON   
 DV0464  ___________________________________________________________________
 DV0464  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0464
 DV0464.The horizontal coordinates were scaled from a topographic map and have
 DV0464.an estimated accuracy of +/- 6 seconds.
 DV0464
 DV0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0464.The vertical order pertains to the NGVD 29 superseded value.
 DV0464
 DV0464.The geoid height was determined by GEOID03.
 DV0464
 DV0464;                    North         East    Units  Estimated Accuracy
 DV0464;SPC AZ C     -   267,070.      188,250.      MT  (+/- 180 meters Scaled)
 DV0464
 DV0464                          SUPERSEDED SURVEY CONTROL
 DV0464
 DV0464  NGVD 29 (??/??/92)  307.701  (m)         1009.52   (f) ADJ UNCH    2 0
 DV0464
 DV0464.Superseded values are not recommended for survey control.
 DV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0464.See file dsdata.txt to determine how the superseded data were derived.
 DV0464
 DV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB896971(NAD 83)
 DV0464_MARKER: DR = REFERENCE MARK DISK
 DV0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0464_STAMPING: HAUL 1962
 DV0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0464+STABILITY: SURFACE MOTION
 DV0464
 DV0464  HISTORY     - Date     Condition        Report By
 DV0464  HISTORY     - 1962     MONUMENTED       CGS
 DV0464  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0464  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0464
 DV0464                          STATION DESCRIPTION
 DV0464
 DV0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0464'6.1 MI SW FROM PHOENIX.
 DV0464'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE ARIZONA STATE HIGHWAY
 DV0464'DEPARTMENT DURANGO YARD IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE
 DV0464'SOUTH ALONG SOUTH 27TH AVENUE, THENCE 4.0 MILES WEST ALONG LOWER
 DV0464'BUCKEYE ROAD, THENCE 1.0 MILE SOUTH ALONG SOUTH 59TH AVENUE TO THE
 DV0464'JUNCTION OF WEST BROADWAY, 24 FEET EAST OF THE CENTER OF SOUTH 59TH
 DV0464'AVENUE, 61 FEET NORTH OF THE EXTENDED CENTER OF WEST BROADWAY, 51 FEET
 DV0464'EAST-NORTHEAST OF AN IRRIGATION HEADGATE, 1 FOOT WEST OF A FENCE, 76.1
 DV0464'FEET NORTHEAST OF TRAVERSE STATION HAUL, 75.2 FEET NORTHEAST OF A
 DV0464'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF SOUTH 59TH AVENUE, AND
 DV0464'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0464
 DV0464                          STATION RECOVERY (1992)
 DV0464
 DV0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0464'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0464'ASSUMED DESTROYED.
 DV0464
 DV0464                          STATION RECOVERY (2008)
 DV0464
 DV0464'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0464'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0464'MARK. THE ROAD HAS BEEN WIDENED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0314 ***********************************************************************
 GQ0314  DESIGNATION -  HAVA
 GQ0314  PID         -  GQ0314
 GQ0314  STATE/COUNTY-  AZ/COCONINO
 GQ0314  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0314
 GQ0314                         *CURRENT SURVEY CONTROL
 GQ0314  ___________________________________________________________________
 GQ0314* NAD 83(1992)-  36 05 47.28398(N)    112 46 07.32809(W)     ADJUSTED  
 GQ0314* NAVD 88     -      1824.5    (meters)    5986.     (feet)  VERTCON   
 GQ0314  ___________________________________________________________________
 GQ0314  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GQ0314  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GQ0314  HORZ ORDER  -  THIRD
 GQ0314
 GQ0314.The horizontal coordinates were established by classical geodetic methods
 GQ0314.and adjusted by the National Geodetic Survey in August 1993.
 GQ0314
 GQ0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0314
 GQ0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0314
 GQ0314.The geoid height was determined by GEOID03.
 GQ0314
 GQ0314;                    North         East     Units Scale Factor Converg.
 GQ0314;SPC AZ C     -   565,551.973   136,637.801   MT  0.99997251   -0 30 07.2
 GQ0314;SPC AZ C     - 1,855,485.48    448,286.75   iFT  0.99997251   -0 30 07.2
 GQ0314;UTM  12      - 3,996,096.363   340,777.638   MT  0.99991238   -1 02 32.1
 GQ0314
 GQ0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0314!SPC AZ C     -   0.99971742  x   0.99997251  =   0.99968993
 GQ0314!UTM  12      -   0.99971742  x   0.99991238  =   0.99962982
 GQ0314
 GQ0314|---------------------------------------------------------------------|
 GQ0314| PID    Reference Object                     Distance      Geod. Az  |
 GQ0314|                                                           dddmmss.s |
 GQ0314| CH2456 HAVA RM 1                             6.190 METERS 00622     |
 GQ0314| CH2458 HAVA RM 3                            17.000 METERS 07209     |
 GQ0314| CH2455 HAVA AZ MK                                         1552602.0 |
 GQ0314| CH2457 HAVA RM 2                             9.320 METERS 27154     |
 GQ0314|---------------------------------------------------------------------|
 GQ0314
 GQ0314                          SUPERSEDED SURVEY CONTROL
 GQ0314
 GQ0314  NAD 83(1986)-  36 05 47.27639(N)    112 46 07.32631(W) AD(       ) 3
 GQ0314  NAD 27      -  36 05 47.33800(N)    112 46 04.63700(W) AD(       ) 3
 GQ0314  NGVD 29 (05/08/89) 1823.6    (m)         5983.     (f) VERT ANG    3  
 GQ0314
 GQ0314.Superseded values are not recommended for survey control.
 GQ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0314.See file dsdata.txt to determine how the superseded data were derived.
 GQ0314
 GQ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4077896096(NAD 83)
 GQ0314_MARKER: DS = TRIANGULATION STATION DISK
 GQ0314_SETTING: 80 = SET IN A BOULDER
 GQ0314_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0314
 GQ0314  HISTORY     - Date     Condition        Report By
 GQ0314  HISTORY     - 1936     MONUMENTED       CGS
 GQ0314  HISTORY     - 1952     GOOD             CGS
 GQ0314  HISTORY     - 1956     GOOD             USGS
 GQ0314
 GQ0314                          STATION DESCRIPTION
 GQ0314
 GQ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0314'STATION IS LOCATED ON THE HIGHEST RIDGE IN HUALPAI CANYON,
 GQ0314'ABOUT 34 MILES AIRLINE, WEST-NORTHWEST OF GRAND CANYON VILLAGE,
 GQ0314'ABOUT 9.5 MILES SOUTHEAST OF GRAND CANYON AT THE NEAREST POINT
 GQ0314'NEAR THE SOUTHWEST CORNER OF THE HAVASUPAI INDIAN RESERVATION.
 GQ0314'
 GQ0314'TO REACH FROM WAYSIDE RESTAURANT, AT MAIN INTERSECTION IN
 GQ0314'SELIGMAN, GO EAST ON U.S. HIGHWAY 66, 1.0 MILE TO TEXACO SERVICE
 GQ0314'STATION AND SIGN ON LEFT OF HIGHWAY HAVASUPAI INDIAN VILLAGE
 GQ0314'71 MILES.  TURN LEFT ON ROAD JUST EAST OF SERVICE STATION
 GQ0314'AND GO NORTH 0.2 MILE TO GATE.  GO THROUGH GATE AND CONTINUE
 GQ0314'NORTH, (GENERALLY), ON MAIN-TRAVELED ROAD, 31.8 MILES TO ROSE
 GQ0314'WELL AND RANCH, 3V, HEADQUARTERS.  GO THROUGH SWING GATE
 GQ0314'AT RANCH HOUSE AND FOLLOW MAIN TRACK ROAD NORTH AND EAST, 0.8
 GQ0314'MILE, (PASSING FENCE CORNER AT 0.4 MILE), TO ROAD FORKS, TAKE
 GQ0314'LEFT FORK, MAIN-TRAVELED ROAD (THE HILLTOP OR SUPI ROAD),
 GQ0314'AND GO GENERALLY NORTHEASTERLY, 13.8 MILES TO DIRT TANK ON
 GQ0314'RIGHT OF ROAD, CONTINUE ON MAIN-TRAVELED ROAD, 7.7 MILES
 GQ0314'TO CROSSROADS, CONTINUE STRAIGHT AHEAD AND GO 1.6 MILES TO
 GQ0314'CROSSROADS, CONTINUE STRAIGHT AHEAD, 0.8 MILES TO ROAD
 GQ0314'INTERSECTION, TURN LEFT AT INTERSECTION ON PINE SPRINGS
 GQ0314'ROAD (THIS ROAD BEARS 223 DEG (MAG.) FROM THE
 GQ0314'INTERSECTION), AND FOLLOW MAIN-TRAVELED ROAD, 2.0 MILES TO A
 GQ0314'Y, BEAR LEFT AND GO 0.45 MILE TO A ROAD INTERSECTION AND A
 GQ0314'SIGN J TURN RIGHT, NORTH AND FOLLOW MAIN-TRAVELED ROAD, 3.2 MILES
 GQ0314'TO A Y, BEAR LEFT AND GO 0.2 MILE TO A FENCE CORNER, FOLLOW
 GQ0314'ROAD ALONG SOUTH SIDE OF FENCE 0.2 MILE TO WHERE FENCE TURNS
 GQ0314'NORTH, (THERE IS A TANK IN THE VALLEY TO THE NORTH), CONTINUE
 GQ0314'ON MAIN-TRAVELED ROAD, 0.8 MILE TO ABREAST OF A
 GQ0314'LEDGE-CROWNED HILL ON THE RIGHT, TURN RIGHT OFF THE ROAD AND
 GQ0314'HEAD TOWARD THIS HILL AND GO 0.1 MILE TO END OF TRUCK TRAVEL,
 GQ0314'FROM WHICH POINT WALK UP THE HILL AND ALONG THE CREST TO
 GQ0314'HIGHEST POINT AND STATION.  AZIMUTH MARK IS 0.2 MILE DUE
 GQ0314'SOUTH OF STATION ON EAST SIDE OF RIDGE LEADING TO STATION.
 GQ0314'STATION IS ABOUT 0.5 MILES OR 15-MINUTE PACK FROM END OF
 GQ0314'TRUCK TRAVEL.
 GQ0314'
 GQ0314'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 GQ0314
 GQ0314                          STATION RECOVERY (1952)
 GQ0314
 GQ0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0314'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0314'AS ORIGINALLY DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GQ0314'TO REACH THE STATION.
 GQ0314
 GQ0314                          STATION RECOVERY (1956)
 GQ0314
 GQ0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU1257 ***********************************************************************
 EU1257  HT_MOD      -  This is a Height Modernization Survey Station.
 EU1257  FBN         -  This is a Federal Base Network Control Station.
 EU1257  DESIGNATION -  HAVASU
 EU1257  PID         -  EU1257
 EU1257  STATE/COUNTY-  AZ/MOHAVE
 EU1257  USGS QUAD   -  LAKE HAVASU CITY NORTH (1970)
 EU1257
 EU1257                         *CURRENT SURVEY CONTROL
 EU1257  ___________________________________________________________________
 EU1257* NAD 83(2007)-  34 33 58.27434(N)    114 21 41.53000(W)     ADJUSTED  
 EU1257* NAVD 88     -       212.37   (meters)     696.8    (feet)  GPS OBS   
 EU1257  ___________________________________________________________________
 EU1257  EPOCH DATE  -        2007.00
 EU1257  X           -  -2,168,900.737 (meters)                     COMP
 EU1257  Y           -  -4,789,859.777 (meters)                     COMP
 EU1257  Z           -   3,598,443.597 (meters)                     COMP
 EU1257  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 EU1257  ELLIP HEIGHT-         181.688 (meters)          (02/10/07) ADJUSTED
 EU1257  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 EU1257
 EU1257  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EU1257  Type    PID    Designation                      North   East  Ellip
 EU1257  -------------------------------------------------------------------
 EU1257  NETWORK EU1257 HAVASU                            0.29   0.27   0.82
 EU1257  -------------------------------------------------------------------
 EU1257
 EU1257.The horizontal coordinates were established by GPS observations
 EU1257.and adjusted by the National Geodetic Survey in February 2007.
 EU1257
 EU1257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EU1257.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EU1257.The horizontal coordinates are valid at the epoch date displayed above.
 EU1257.The epoch date for horizontal control is a decimal equivalence
 EU1257.of Year/Month/Day.
 EU1257
 EU1257.The orthometric height was determined by GPS observations and a
 EU1257.high-resolution geoid model.
 EU1257.The orthometric height was determined by GPS observations and a
 EU1257.high-resolution geoid model using precise GPS observation and
 EU1257.processing techniques.
 EU1257
 EU1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EU1257
 EU1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU1257
 EU1257.The ellipsoidal height was determined by GPS observations
 EU1257.and is referenced to NAD 83.
 EU1257
 EU1257.The geoid height was determined by GEOID03.
 EU1257
 EU1257;                    North         East     Units Scale Factor Converg.
 EU1257;SPC AZ W     -   395,636.414   157,244.318   MT  0.99997213   -0 20 49.1
 EU1257;SPC AZ W     - 1,298,019.73    515,893.43   iFT  0.99997213   -0 20 49.1
 EU1257;SPC CA 5     -   624,308.324 2,333,794.965   MT  0.99992730   +2 04 26.3
 EU1257;SPC CA 5     - 2,048,251.56  7,656,792.31   sFT  0.99992730   +2 04 26.3
 EU1257;UTM  11      - 3,828,100.040   742,058.676   MT  1.00032226   +1 29 51.7
 EU1257
 EU1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU1257!SPC AZ W     -   0.99997148  x   0.99997213  =   0.99994361
 EU1257!SPC CA 5     -   0.99997148  x   0.99992730  =   0.99989878
 EU1257!UTM  11      -   0.99997148  x   1.00032226  =   1.00029373
 EU1257
 EU1257:                Primary Azimuth Mark                     Grid Az
 EU1257:SPC AZ W     -  HII D                                    066 53 33.4
 EU1257:SPC CA 5     -  HII D                                    064 28 18.0
 EU1257:UTM  11      -  HII D                                    065 02 52.6
 EU1257
 EU1257|---------------------------------------------------------------------|
 EU1257| PID    Reference Object                     Distance      Geod. Az  |
 EU1257|                                                           dddmmss.s |
 EU1257| AC6812 HII D                               466.012 METERS 0663244.3 |
 EU1257|---------------------------------------------------------------------|
 EU1257
 EU1257                          SUPERSEDED SURVEY CONTROL
 EU1257
 EU1257  NAD 83(1992)-  34 33 58.27392(N)    114 21 41.53102(W) AD(2000.35) A
 EU1257  ELLIP H (04/03/01)  181.694  (m)                       GP(2000.35) 1 1
 EU1257  ELLIP H (09/30/99)  181.711  (m)                       GP(       ) 3 1
 EU1257  NAD 83(1986)-  34 33 58.27542(N)    114 21 41.53624(W) AD(       ) B
 EU1257  NAD 83(1992)-  34 33 58.27340(N)    114 21 41.52989(W) AD(       ) A
 EU1257  ELLIP H (09/30/92)  181.652  (m)                       GP(       ) 2 1
 EU1257
 EU1257.Superseded values are not recommended for survey control.
 EU1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU1257.See file dsdata.txt to determine how the superseded data were derived.
 EU1257
 EU1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4205928100(NAD 83)
 EU1257_MARKER: F = FLANGE-ENCASED ROD
 EU1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU1257_SP_SET: STAINLESS STEEL ROD
 EU1257_STAMPING: HAVASU 1992
 EU1257_MARK LOGO: NGS   
 EU1257_PROJECTION: FLUSH
 EU1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 EU1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU1257+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EU1257_ROD/PIPE-DEPTH: 5.20 meters
 EU1257
 EU1257  HISTORY     - Date     Condition        Report By
 EU1257  HISTORY     - 1992     MONUMENTED       NGS
 EU1257  HISTORY     - 19960528 GOOD             CHANCE
 EU1257  HISTORY     - 19981111 GOOD             NGS
 EU1257  HISTORY     - 20000501 GOOD             NGS
 EU1257  HISTORY     - 20050518 GOOD             BOR
 EU1257  HISTORY     - 20080625 GOOD             GEOANA
 EU1257
 EU1257                          STATION DESCRIPTION
 EU1257
 EU1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 EU1257'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH OF THE LONDON
 EU1257'BRIDGE IN LAKE HAVASU CITY, ALONG STATE HIGHWAY 95 ON HIGHWAY
 EU1257'RIGHT-OF-WAY, AT THE ENTRANCE TO THE LAKE HAVASU CITY AIRPORT.
 EU1257'OWNERSHIP--ARIZONA STATE DEPARTMENT OF TRANSPORTATION.
 EU1257'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND THE
 EU1257'MAIN ENTRANCE ROAD TO THE LAKE HAVASU CITY AIRPORT, LOCATED ON NORTH
 EU1257'SIDE OF LAKE HAVASU CITY, GO EAST ON AIRPORT ENTRANCE ROAD FOR 61 M
 EU1257'(200.1 FT) TO THE STATION ON THE RIGHT AT THE RIGHT-OF-WAY FENCE.
 EU1257'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 EU1257'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 EU1257'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 EU1257'IT IS 60.8 M (199.5 FT) EAST FROM THE HIGHWAY CENTER, 19.7 M
 EU1257'(64.6 FT) SOUTH FROM AND 1.2 M (3.9 FT) LOWER THAN THE ENTRANCE ROAD
 EU1257'CENTER, 12.6 M (41.3 FT) SOUTHEAST FROM A METAL LIGHT POLE, 2.8 M
 EU1257'(9.2 FT) NORTH FROM THE JUNCTION OF THE RIGHT-OF-WAY FENCE WITH THE
 EU1257'AIRPORT CHAINLINK FENCE, 1.7 M (5.6 FT) SOUTH FROM RIGHT-OF-WAY POST
 EU1257'2350+00 AND 0.5 M (1.6 FT) WEST FROM THE FENCE.
 EU1257
 EU1257                          STATION RECOVERY (1996)
 EU1257
 EU1257'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 EU1257'RECOVERED AS DESCRIBED AND IN GOOD CONDITION, BUT WILL BE DESTROYED BY
 EU1257'CONSTRUCTION WORK IN THE FUTURE
 EU1257
 EU1257                          STATION RECOVERY (1998)
 EU1257
 EU1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EU1257'THE 1996 RECOVERY NOTE STATED THE STATION WOULD BE DESTROYED BY
 EU1257'CONSTRUCTION.  THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 EU1257'PREVIOUSLY DESCRIBED.  A LARGE STONE BLOCK AIRPORT SIGN HAS BEEN
 EU1257'CONSTRUCTED JUST NORTHEAST OF THE STATION AND ABOUT 1.83 M (6.00 FT)
 EU1257'ABOVE THE STATION.  A MEETING WAS HELD WITH THE AIRPORT MANAGER MR.
 EU1257'TED M. SWENDRA, LAKE HAVASU CITY MUNICIPAL AIRPORT, 5600 NORTH HIGHWAY
 EU1257'95, LAKE HAVASU CITY AZ 86404, PHONE 520-764-2310.  HE STATED
 EU1257'CONSTRUCTION WAS COMPLETE IN THIS AREA AND THE CONSTRUCTION COMPANY
 EU1257'HAD SPARED THE STATION.  A FIBERGLASS WITNESS POST WAS SET AT THIS
 EU1257'TIME AND IS 0.9 M (3.0 FT) WEST OF THE STATION.
 EU1257
 EU1257                          STATION RECOVERY (2000)
 EU1257
 EU1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 EU1257'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 EU1257'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 EU1257'
 EU1257
 EU1257                          STATION RECOVERY (2005)
 EU1257
 EU1257'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005
 EU1257'RECOVERED IN GOOD CONDITION.
 EU1257
 EU1257                          STATION RECOVERY (2008)
 EU1257
 EU1257'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 EU1257'RECOVERED IN GOOD CONDITION.  SUPPLEMENTAL RECOVERY INFORMATION
 EU1257'PREPARED BY ROLAND HULSE (MOHAVE COUNTY) FOLLOWS.
 EU1257' 
 EU1257'THE STATION IS LOCATED 0.1 MI (0.2 KM) FROM THE ENTRANCE TO THE LAKE
 EU1257'HAVASU CITY AIRPORT, 200 FT (60 M) EAST OF THE HIGHWAY 95 CENTERLINE,
 EU1257'AND 75 FT (23 M) SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF
 EU1257'PATTON DRIVE AND AIRPORT CENTER BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1058 ***********************************************************************
 ET1058  DESIGNATION -  HAVE
 ET1058  PID         -  ET1058
 ET1058  STATE/COUNTY-  AZ/YAVAPAI
 ET1058  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1058
 ET1058                         *CURRENT SURVEY CONTROL
 ET1058  ___________________________________________________________________
 ET1058* NAD 83(1992)-  34 27 17.33720(N)    113 19 58.68432(W)     ADJUSTED  
 ET1058* NAVD 88     -      1143.0    (meters)    3750.     (feet)  VERTCON   
 ET1058  ___________________________________________________________________
 ET1058  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 ET1058  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 ET1058  HORZ ORDER  -  SECOND
 ET1058
 ET1058.The horizontal coordinates were established by classical geodetic methods
 ET1058.and adjusted by the National Geodetic Survey in August 1993.
 ET1058
 ET1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1058
 ET1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1058
 ET1058.The geoid height was determined by GEOID03.
 ET1058
 ET1058;                    North         East     Units Scale Factor Converg.
 ET1058;SPC AZ C     -   384,010.020    83,224.992   MT  1.00010868   -0 48 05.0
 ET1058;SPC AZ C     - 1,259,875.39    273,047.87   iFT  1.00010868   -0 48 05.0
 ET1058;SPC AZ W     -   383,191.609   251,678.444   MT  0.99995143   +0 14 09.4
 ET1058;SPC AZ W     - 1,257,190.32    825,716.68   iFT  0.99995143   +0 14 09.4
 ET1058;UTM  12      - 3,815,056.227   285,689.008   MT  1.00016616   -1 19 13.4
 ET1058
 ET1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1058!SPC AZ C     -   0.99982518  x   1.00010868  =   0.99993384
 ET1058!SPC AZ W     -   0.99982518  x   0.99995143  =   0.99977662
 ET1058!UTM  12      -   0.99982518  x   1.00016616  =   0.99999131
 ET1058
 ET1058|---------------------------------------------------------------------|
 ET1058| PID    Reference Object                     Distance      Geod. Az  |
 ET1058|                                                           dddmmss.s |
 ET1058| CH2459 HAVE RM 1                             7.499 METERS 02842     |
 ET1058| CH2460 HAVE RM 2                            12.948 METERS 14345     |
 ET1058| ET1020 KAISER                              APPROX.16.7 KM 3145305.0 |
 ET1058|---------------------------------------------------------------------|
 ET1058
 ET1058                          SUPERSEDED SURVEY CONTROL
 ET1058
 ET1058  NAD 83(1986)-  34 27 17.33637(N)    113 19 58.69105(W) AD(       ) 2
 ET1058  NAD 27      -  34 27 17.26842(N)    113 19 55.96319(W) AD(       ) 2
 ET1058  NGVD 29 (07/19/86) 1142.2    (m)         3747.     (f) VERT ANG    3  
 ET1058
 ET1058.Superseded values are not recommended for survey control.
 ET1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1058.See file dsdata.txt to determine how the superseded data were derived.
 ET1058
 ET1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8568915056(NAD 83)
 ET1058_MARKER: DD = SURVEY DISK
 ET1058_SETTING: 66 = SET IN ROCK OUTCROP
 ET1058_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1058+STABILITY: POSITION/ELEVATION WELL
 ET1058
 ET1058  HISTORY     - Date     Condition        Report By
 ET1058  HISTORY     - 1980     MONUMENTED       AZDT
 ET1058
 ET1058                          STATION DESCRIPTION
 ET1058
 ET1058'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1058'THE STATION IS LOCATED ON TOP OF A LOW ROCKY PEAK 12 MILES SOUTHWEST
 ET1058'OF BAGDAD AND 23 MILES SOUTHEAST OF WIKIEUP.  IT IS ABOUT 60 FEET EAST
 ET1058'OF THE MOHAVE-YAVAPAI COUNTY LINE.
 ET1058'
 ET1058'THE STATION MARK IS AN ADOT DISK STAMPED, HAVE 1980.  IT IS SET IN A
 ET1058'DRILL IN AN OUTCROP WHICK IS FLUSH WITH THE GROUND LEVEL.
 ET1058'
 ET1058'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, HAVE RM 1 1980.  IT IS SET
 ET1058'IN A DRILL HOLE IN A BOULDER.
 ET1058'
 ET1058'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, HAVE RM 2 1980.  IT IS SET
 ET1058'IN A DRILL HOLE IN A BOULDER.
 ET1058'
 ET1058'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTH ON
 ET1058'US HIGHWAY 93 FOR 26.05 MILES TO A CROSS TRAIL AND A CHAIN LINK FENCE
 ET1058'ON THE RIGHT.  TURN RIGHT ON ROUGH GRADED ROAD FOR 0.4 MILE TO A
 ET1058'CORRAL AND WINDMILL ON THE RIGHT, CONTINUE AHEAD ON MAIN TRAIL FOR 0.9
 ET1058'TO A FORK, TAKE THE RIGHT FORK AND TRAVEL 0.8 MILE TO A FLAT JUST
 ET1058'BEFORE REACHING A WIRE GATE.  THE STATION IS ON THE RIGHT AT THIS
 ET1058'POINT.  PACK TO THE STATION ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0259 ***********************************************************************
 ES0259  DESIGNATION -  HAVRE
 ES0259  PID         -  ES0259
 ES0259  STATE/COUNTY-  AZ/NAVAJO
 ES0259  USGS QUAD   -  HIBBARD (1970)
 ES0259
 ES0259                         *CURRENT SURVEY CONTROL
 ES0259  ___________________________________________________________________
 ES0259* NAD 83(1992)-  34 58 37.71156(N)    110 31 48.22192(W)     ADJUSTED  
 ES0259* NAVD 88     -      1524.713  (meters)    5002.33   (feet)  ADJUSTED  
 ES0259  ___________________________________________________________________
 ES0259  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 ES0259  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0259  DYNAMIC HT  -        1522.673 (meters)    4995.64  (feet)  COMP
 ES0259  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 ES0259
 ES0259  HORZ ORDER  -  SECOND
 ES0259  VERT ORDER  -  SECOND    CLASS 0
 ES0259
 ES0259.The horizontal coordinates were established by classical geodetic methods
 ES0259.and adjusted by the National Geodetic Survey in August 1993.
 ES0259
 ES0259.The orthometric height was determined by differential leveling
 ES0259.and adjusted in June 1991.
 ES0259
 ES0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0259
 ES0259.The geoid height was determined by GEOID03.
 ES0259
 ES0259.The dynamic height is computed by dividing the NAVD 88
 ES0259.geopotential number by the normal gravity value computed on the
 ES0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0259.degrees latitude (g = 980.6199 gals.).
 ES0259
 ES0259.The modeled gravity was interpolated from observed gravity values.
 ES0259
 ES0259;                    North         East     Units Scale Factor Converg.
 ES0259;SPC AZ E     -   441,098.924   180,180.356   MT  0.99991356   -0 12 29.9
 ES0259;SPC AZ E     - 1,447,174.95    591,142.90   iFT  0.99991356   -0 12 29.9
 ES0259;UTM  12      - 3,870,609.057   542,894.740   MT  0.99962268   +0 16 09.8
 ES0259
 ES0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0259!SPC AZ E     -   0.99976452  x   0.99991356  =   0.99967810
 ES0259!UTM  12      -   0.99976452  x   0.99962268  =   0.99938729
 ES0259
 ES0259|---------------------------------------------------------------------|
 ES0259| PID    Reference Object                     Distance      Geod. Az  |
 ES0259|                                                           dddmmss.s |
 ES0259| ES0260 HAVRE RM 1                           13.740 METERS 01005     |
 ES0259| ES0261 HAVRE RM 2                           14.716 METERS 09719     |
 ES0259| CD3001 HIGHWAY 66 STA 502+00 4963.06                      2874935.0 |
 ES0259|---------------------------------------------------------------------|
 ES0259
 ES0259                          SUPERSEDED SURVEY CONTROL
 ES0259
 ES0259  NAD 83(1986)-  34 58 37.70609(N)    110 31 48.22457(W) AD(       ) 2
 ES0259  NAD 27      -  34 58 37.62180(N)    110 31 45.76200(W) AD(       ) 2
 ES0259  NGVD 29 (??/??/92) 1523.935  (m)         4999.78   (f) ADJ UNCH    2 0
 ES0259
 ES0259.Superseded values are not recommended for survey control.
 ES0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0259.See file dsdata.txt to determine how the superseded data were derived.
 ES0259
 ES0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4289570609(NAD 83)
 ES0259_MARKER: DS = TRIANGULATION STATION DISK
 ES0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0259_STAMPING: HAVRE 1959
 ES0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0259+STABILITY: SURFACE MOTION
 ES0259
 ES0259  HISTORY     - Date     Condition        Report By
 ES0259  HISTORY     - 1959     MONUMENTED       CGS
 ES0259  HISTORY     - 1959     GOOD             CGS
 ES0259  HISTORY     - 1965     SEE DESCRIPTION  USAF
 ES0259  HISTORY     - 1970     GOOD             USGS
 ES0259
 ES0259                          STATION DESCRIPTION
 ES0259
 ES0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0259'THE STATION IS ON A SANDY KNOLL ABOUT 11 MILES WEST OF JOSEPH
 ES0259'CITY, ABOUT 10 MILES EAST OF WINSLOW, ABOUT 1 MILE NORTHWEST
 ES0259'OF THE RAILROAD SIDING AT HAVRE AND ABOUT 0.1 MILE NORTHWEST
 ES0259'OF MILE POST 284.
 ES0259'
 ES0259'TO REACH THE STATION FROM THE POST OFFICE IN JOSEPH CITY GO
 ES0259'WEST ON U.S. HIGHWAY 66 FOR 5.4 MILES TO JACK RABBIT, ARIZONA.
 ES0259'CONTINUE WEST ON U.S. HIGHWAY 66 FOR 5.5 MILES TO THE STATION
 ES0259'AND REFERENCE MARKS ON THE RIGHT.
 ES0259'
 ES0259'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 ES0259'HIGHWAY 66 FOR 0.1 MILE TO OLD HIGHWAY 66, TURN RIGHT ON THE
 ES0259'OLD HIGHWAY AND CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH MARK
 ES0259'ON THE RIGHT.
 ES0259'
 ES0259'THE STATION MARK, STAMPED HAVRE 1959, IS A STANDARD DISK SET
 ES0259'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ES0259'4 INCHES.  IT IS 240 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 ES0259'66 AND 9.6 FEET SOUTH OF THE WITNESS POST.
 ES0259'
 ES0259'REFERENCE MARK NO. 1, STAMPED HAVRE NO 1 1959, IS A STANDARD
 ES0259'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0259'PROJECTS 3 INCHES.  IT IS 36.0 FEET NORTH OF THE WITNESS POST.
 ES0259'
 ES0259'REFERENCE MARK NO. 2, STAMPED HAVRE NO 2 1959, IS A STANDARD
 ES0259'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0259'PROJECTS 3 INCHES.  IT IS 51.7 FEET EAST OF THE WITNESS POST.
 ES0259'
 ES0259'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 64.44 FEET.
 ES0259'
 ES0259'THE AZIMUTH MARK, STAMPED 4963.06 STA 502X00 53, IS AN ARIZONA
 ES0259'HIGHWAY DEPT. BENCH MARK DISK SET IN THE NORTH HEAD WALL
 ES0259'OF A CONCRETE CULVERT ON OLD HIGHWAY 66.  IT IS 15 FEET
 ES0259'NORTH OF THE CENTER OF THE OLD HIGHWAY.
 ES0259
 ES0259                          STATION RECOVERY (1959)
 ES0259
 ES0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0259'10.9 MI W FROM JOSEPH CITY.
 ES0259'10.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0259'CITY, ABOUT 0.1 MILE NORTHWEST OF MILE POST 284, 240 FEET NORTH OF THE
 ES0259'CENTER OF THE HIGHWAY, 9.6 FEET SOUTH OF THE WITNESS POST, SET IN THE
 ES0259'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES. THE
 ES0259'STATION IS LOCATED ON A SMALL SANDY KNOLL.
 ES0259
 ES0259                          STATION RECOVERY (1965)
 ES0259
 ES0259'RECOVERY NOTE BY US AIR FORCE 1965
 ES0259'STATION AND REFERENCE MARKS FOUND TO BE DESTROYED AND RESET BY
 ES0259'ARIZONA STATE HIGHWAY DEPARTMENT.  AZIMUTH MARK RECOVERED IN
 ES0259'GOOD CONDITION.  DESCRIPTION ADEQUATE.
 ES0259
 ES0259                          STATION RECOVERY (1970)
 ES0259
 ES0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0259'THE SITE WHERE STATION WAS FOUND IS ON A HILL THAT HAS BEEN
 ES0259'CUT DOWN FOR NEW HIGHWAY CONSTRUCTION.  THE PREVIOUS LEVEL LINE
 ES0259'ELEVATION IS OF NO USE AND THE MARK IS ABOUT 20 FEET LOWER
 ES0259'THAN THE ORIGINAL ELEVATION.  THE MARKS ARE SET IN THE SIDE OF
 ES0259'A CUT.  THE MARKS HAVE RESET STAMPED ON THEM.  NO LOCAL
 ES0259'INFORMATION ON HOW THEY WERE RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1102 ***********************************************************************
 ES1102  DESIGNATION -  HAVRE
 ES1102  PID         -  ES1102
 ES1102  STATE/COUNTY-  AZ/NAVAJO
 ES1102  USGS QUAD   -  HIBBARD (1970)
 ES1102
 ES1102                         *CURRENT SURVEY CONTROL
 ES1102  ___________________________________________________________________
 ES1102* NAD 83(1992)-  34 58 37.71219(N)    110 31 48.21821(W)     NO CHECK  
 ES1102* NAVD 88     -      1515.5    (meters)    4972.     (feet)  VERTCON   
 ES1102  ___________________________________________________________________
 ES1102  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 ES1102  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES1102  HORZ ORDER  -  THIRD
 ES1102
 ES1102.The horizontal coordinates were established by classical geodetic methods
 ES1102.and adjusted by the National Geodetic Survey in August 1993.
 ES1102.No horizontal observational check was made to the station.
 ES1102
 ES1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1102
 ES1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1102
 ES1102.The geoid height was determined by GEOID03.
 ES1102
 ES1102;                    North         East     Units Scale Factor Converg.
 ES1102;SPC AZ E     -   441,098.943   180,180.451   MT  0.99991356   -0 12 29.9
 ES1102;SPC AZ E     - 1,447,175.01    591,143.21   iFT  0.99991356   -0 12 29.9
 ES1102;UTM  12      - 3,870,609.077   542,894.834   MT  0.99962268   +0 16 09.8
 ES1102
 ES1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1102!SPC AZ E     -   0.99976597  x   0.99991356  =   0.99967955
 ES1102!UTM  12      -   0.99976597  x   0.99962268  =   0.99938874
 ES1102
 ES1102                          SUPERSEDED SURVEY CONTROL
 ES1102
 ES1102  NAD 83(1986)-  34 58 37.70669(N)    110 31 48.22091(W) AD(       ) 3
 ES1102  NAD 27      -  34 58 37.62233(N)    110 31 45.75798(W) AD(       ) 3
 ES1102  NGVD 29 (07/19/86) 1514.7    (m)         4969.     (f) VERT ANG    3  
 ES1102
 ES1102.Superseded values are not recommended for survey control.
 ES1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1102.See file dsdata.txt to determine how the superseded data were derived.
 ES1102
 ES1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4289570609(NAD 83)
 ES1102_MARKER: DD = SURVEY DISK
 ES1102_SETTING: 0 = UNSPECIFIED SETTING
 ES1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1102
 ES1102  HISTORY     - Date     Condition        Report By
 ES1102  HISTORY     - 1972     MONUMENTED       AZHD
 ES1102
 ES1102                          STATION DESCRIPTION
 ES1102
 ES1102'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ES1102'HAVRE AHD IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK WITH A
 ES1102'TRIANGLE IN CENTER AND NO STAMPING.  THE MARK IS SET IN A STEEL
 ES1102'WELL IN A LARGE CONCRETE MONUMENT.  THIS IS THE LOWEST 1 OF 3
 ES1102'MARKS IN THE AREA AND THE ONLY 1 WITH A TRIANGLE.
 ES1102'
 ES1102'11.2 MILES EAST ALONG U.S. HIGHWAY 66 AND I-40 FROM THE POST
 ES1102'OFFICE IN WINSLOW, 0.15 MILE WEST OF THE HIGHWAY BRIDGE OVER
 ES1102'HIBBARD ROAD.  SET IN THE NORTH CUT BANK OF THE WEST BOUND LANE OF
 ES1102'I-40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0785 ***********************************************************************
 ES0785  DESIGNATION -  HAVRE 2
 ES0785  PID         -  ES0785
 ES0785  STATE/COUNTY-  AZ/NAVAJO
 ES0785  USGS QUAD   -  HIBBARD (1970)
 ES0785
 ES0785                         *CURRENT SURVEY CONTROL
 ES0785  ___________________________________________________________________
 ES0785* NAD 83(1992)-  34 58 34.04204(N)    110 31 48.04522(W)     NO CHECK  
 ES0785* NAVD 88     -      1520.513  (meters)    4988.55   (feet)  ADJUSTED  
 ES0785  ___________________________________________________________________
 ES0785  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ES0785  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0785  DYNAMIC HT  -        1518.478 (meters)    4981.87  (feet)  COMP
 ES0785  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 ES0785
 ES0785  HORZ ORDER  -  THIRD
 ES0785  VERT ORDER  -  FIRST     CLASS II
 ES0785
 ES0785.The horizontal coordinates were established by classical geodetic methods
 ES0785.and adjusted by the National Geodetic Survey in August 1993.
 ES0785.No horizontal observational check was made to the station.
 ES0785
 ES0785.The orthometric height was determined by differential leveling
 ES0785.and adjusted in June 1991.
 ES0785
 ES0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0785
 ES0785.The geoid height was determined by GEOID03.
 ES0785
 ES0785.The dynamic height is computed by dividing the NAVD 88
 ES0785.geopotential number by the normal gravity value computed on the
 ES0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0785.degrees latitude (g = 980.6199 gals.).
 ES0785
 ES0785.The modeled gravity was interpolated from observed gravity values.
 ES0785
 ES0785;                    North         East     Units Scale Factor Converg.
 ES0785;SPC AZ E     -   440,985.836   180,184.427   MT  0.99991356   -0 12 29.8
 ES0785;SPC AZ E     - 1,446,803.92    591,156.26   iFT  0.99991356   -0 12 29.8
 ES0785;UTM  12      - 3,870,496.040   542,899.752   MT  0.99962268   +0 16 09.9
 ES0785
 ES0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0785!SPC AZ E     -   0.99976518  x   0.99991356  =   0.99967876
 ES0785!UTM  12      -   0.99976518  x   0.99962268  =   0.99938795
 ES0785
 ES0785|---------------------------------------------------------------------|
 ES0785| PID    Reference Object                     Distance      Geod. Az  |
 ES0785|                                                           dddmmss.s |
 ES0785| CD2996 HAVRE 2 RM 3                          8.803 METERS 21420     |
 ES0785| CD2997 HAVRE 2 RM 4                          9.296 METERS 30207     |
 ES0785| CD3688 HIGHWAY 66 STA 502+00 4963.07 026                  3111041.2 |
 ES0785| ES1102 HAVRE                               113.187 METERS 35747     |
 ES0785|---------------------------------------------------------------------|
 ES0785
 ES0785                          SUPERSEDED SURVEY CONTROL
 ES0785
 ES0785  NAD 83(1986)-  34 58 34.03654(N)    110 31 48.04792(W) AD(       ) 3
 ES0785  NAD 27      -  34 58 33.95214(N)    110 31 45.58505(W) AD(       ) 3
 ES0785  NGVD 29 (07/19/86) 1519.3    (m)         4985.     (f) VERT ANG    3  
 ES0785
 ES0785.Superseded values are not recommended for survey control.
 ES0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0785.See file dsdata.txt to determine how the superseded data were derived.
 ES0785
 ES0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4290070496(NAD 83)
 ES0785_MARKER: DS = TRIANGULATION STATION DISK
 ES0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0785_SP_SET: CONCRETE POST
 ES0785_STAMPING: HAVRE 2 1972
 ES0785_MARK LOGO: NGS   
 ES0785_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0785+STABILITY: SURFACE MOTION
 ES0785
 ES0785  HISTORY     - Date     Condition        Report By
 ES0785  HISTORY     - 1972     MONUMENTED       NGS
 ES0785  HISTORY     - 1983     GOOD             NGS
 ES0785
 ES0785                          STATION DESCRIPTION
 ES0785
 ES0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ES0785'THE STATION IS LOCATED ON TOP OF THE EAST 1 OF 4 LOW KNOLLS WHICH
 ES0785'ARE ALONG THE SOUTH SIDE OF INTERSTATE HIGHWAY 40, 11 MILES EAST
 ES0785'OF WINSLOW AND 0.15 MILE WEST OF THE OVERPASS AT HIBBARD ROAD,
 ES0785'PROPERTY WHICH BELONGS TO THE UNITED STATES.
 ES0785'
 ES0785'THE STATION MARK IS A STANDARD NGS DISK STAMPED, HAVRE 2 1972.
 ES0785'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 ES0785'2-1/2 INCHES.  IT IS 35 FEET SOUTH OF THE RIGHT OF WAY FENCE LINE
 ES0785'AND 1-1/2 FEET WEST OF THE WITNESS POST AND SIGN.
 ES0785'
 ES0785'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED, HAVRE 2 NO 3
 ES0785'1972.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 ES0785'PROJECTS 1 INCH.  IT IS 65 FEET SOUTH OF THE RIGHT OF WAY FENCE
 ES0785'LINE AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 ES0785'
 ES0785'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED, HAVRE 2 NO 4
 ES0785'1972.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 ES0785'PROJECTS 5 INCHES.  IT IS 35 FEET SOUTH OF THE RIGHT OF WAY
 ES0785'FENCE LINE AND 33 FEET WEST OF THE WITNESS POST.
 ES0785'
 ES0785'THE 1972 AZIMUTH MARK IS AN AHD DISK STAMPED, 026 502+00 4963.07.
 ES0785'IT IS SET IN A DRILL HOLE IN THE NORTH FRONTAGE ROAD BRIDGE WHICH
 ES0785'IS DESIGNED TO ALLOW CATTLE TO PASS UNDER THE ROAD.  IT IS SET IN
 ES0785'THE NORTH HEADWALL 0.25 MILE WEST OF THE HIBBARD ROAD OVERPASS.
 ES0785'
 ES0785'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO EAST
 ES0785'ALONG U.S. 66 AND I-40 FOR 11.2 MILES TO HIBBARD ROAD.  EXIT
 ES0785'SOUTH AND WORK YOUR WAY WEST ALONG THE SOUTH FENCE LINE FOR 0.15
 ES0785'MILE TO THE STATION ON TOP OF THE FIRST KNOLL.
 ES0785'
 ES0785'HAVRE AHD IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK WITH A
 ES0785'TRIANGLE IN CENTER AND NO STAMPING.  THE MARK IS SET IN A STEEL
 ES0785'WELL IN A LARGE CONCRETE MONUMENT.  THIS IS THE LOWEST 1 OF 3
 ES0785'MARKS IN THE AREA AND THE ONLY 1 WITH A TRIANGLE.
 ES0785'
 ES0785'11.2 MILES EAST ALONG U.S. HIGHWAY 66 AND I-40 FROM THE POST
 ES0785'OFFICE IN WINSLOW, 0.15 MILE WEST OF THE HIGHWAY BRIDGE OVER
 ES0785'HIBBARD ROAD.  SET IN THE NORTH CUT BANK OF THE WEST BOUND LANE OF
 ES0785'I-40.
 ES0785'
 ES0785'NOTE--NEARBY STATION HAVRE 2 IS A MUCH EASIER STATION TO WORK
 ES0785'FROM.  NO HORIZONTAL ANGLES TURNED AT THIS STATION.
 ES0785'
 ES0785'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 ES0785
 ES0785                          STATION RECOVERY (1983)
 ES0785
 ES0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0785'16.4 KM (10.2 MI) EAST FROM WINSLOW.
 ES0785'16.4 KM (10.2 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 ES0785'HIGHWAY 40 FROM ITS JUNCTION WITH WILLIAMSON STREET (1 BLOCK SOUTH OF
 ES0785'THE POST OFFICE) IN WINSLOW, IN THE CENTER OF A SMALL SANDY KNOLL, 0.4
 ES0785'KM (0.25 MI) NORTHWEST OF THE HIBBARD ROAD OVERPASS, 67.1 METERS
 ES0785'(220.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 ES0785'HIGHWAY AND 10.7 METERS (35.1 FT) SOUTHWEST OF A FENCE.
 ES0785'THE MARK IS 3.9 METERS  SW FROM A WITNESS POST.
 ES0785'THE MARK IS 20.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0260 ***********************************************************************
 ES0260  DESIGNATION -  HAVRE RM 1
 ES0260  PID         -  ES0260
 ES0260  STATE/COUNTY-  AZ/NAVAJO
 ES0260  USGS QUAD   -  HIBBARD (1970)
 ES0260
 ES0260                         *CURRENT SURVEY CONTROL
 ES0260  ___________________________________________________________________
 ES0260* NAD 83(1986)-  34 58 37.     (N)    110 31 47.     (W)     SCALED    
 ES0260* NAVD 88     -      1525.199  (meters)    5003.92   (feet)  ADJUSTED  
 ES0260  ___________________________________________________________________
 ES0260  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0260  DYNAMIC HT  -        1523.158 (meters)    4997.23  (feet)  COMP
 ES0260  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 ES0260
 ES0260  VERT ORDER  -  SECOND    CLASS 0
 ES0260
 ES0260.The horizontal coordinates were scaled from a topographic map and have
 ES0260.an estimated accuracy of +/- 6 seconds.
 ES0260
 ES0260.The orthometric height was determined by differential leveling
 ES0260.and adjusted in June 1991.
 ES0260
 ES0260.The geoid height was determined by GEOID03.
 ES0260
 ES0260.The dynamic height is computed by dividing the NAVD 88
 ES0260.geopotential number by the normal gravity value computed on the
 ES0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0260.degrees latitude (g = 980.6199 gals.).
 ES0260
 ES0260.The modeled gravity was interpolated from observed gravity values.
 ES0260
 ES0260;                    North         East    Units  Estimated Accuracy
 ES0260;SPC AZ E     -   441,080.      180,210.      MT  (+/- 180 meters Scaled)
 ES0260
 ES0260                          SUPERSEDED SURVEY CONTROL
 ES0260
 ES0260  NGVD 29 (??/??/92) 1524.421  (m)         5001.37   (f) ADJ UNCH    2 0
 ES0260
 ES0260.Superseded values are not recommended for survey control.
 ES0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0260.See file dsdata.txt to determine how the superseded data were derived.
 ES0260
 ES0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD429705(NAD 83)
 ES0260_MARKER: DR = REFERENCE MARK DISK
 ES0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0260_STAMPING: HAVRE NO 1 1959
 ES0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0260+STABILITY: SURFACE MOTION
 ES0260
 ES0260  HISTORY     - Date     Condition        Report By
 ES0260  HISTORY     - 1959     MONUMENTED       CGS
 ES0260
 ES0260                          STATION DESCRIPTION
 ES0260
 ES0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0260'10.9 MI W FROM JOSEPH CITY.
 ES0260'10.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0260'CITY, ABOUT 0.1 MILE NORTHWEST OF MILE POST 284, 36.0 FEET EAST OF THE
 ES0260'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0260'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0261 ***********************************************************************
 ES0261  DESIGNATION -  HAVRE RM 2
 ES0261  PID         -  ES0261
 ES0261  STATE/COUNTY-  AZ/NAVAJO
 ES0261  USGS QUAD   -  HIBBARD (1970)
 ES0261
 ES0261                         *CURRENT SURVEY CONTROL
 ES0261  ___________________________________________________________________
 ES0261* NAD 83(1986)-  34 58 37.     (N)    110 31 47.     (W)     SCALED    
 ES0261* NAVD 88     -      1525.077  (meters)    5003.52   (feet)  ADJUSTED  
 ES0261  ___________________________________________________________________
 ES0261  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0261  DYNAMIC HT  -        1523.036 (meters)    4996.83  (feet)  COMP
 ES0261  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 ES0261
 ES0261  VERT ORDER  -  SECOND    CLASS 0
 ES0261
 ES0261.The horizontal coordinates were scaled from a topographic map and have
 ES0261.an estimated accuracy of +/- 6 seconds.
 ES0261
 ES0261.The orthometric height was determined by differential leveling
 ES0261.and adjusted in June 1991.
 ES0261
 ES0261.The geoid height was determined by GEOID03.
 ES0261
 ES0261.The dynamic height is computed by dividing the NAVD 88
 ES0261.geopotential number by the normal gravity value computed on the
 ES0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0261.degrees latitude (g = 980.6199 gals.).
 ES0261
 ES0261.The modeled gravity was interpolated from observed gravity values.
 ES0261
 ES0261;                    North         East    Units  Estimated Accuracy
 ES0261;SPC AZ E     -   441,080.      180,210.      MT  (+/- 180 meters Scaled)
 ES0261
 ES0261                          SUPERSEDED SURVEY CONTROL
 ES0261
 ES0261  NGVD 29 (??/??/92) 1524.299  (m)         5000.97   (f) ADJ UNCH    2 0
 ES0261
 ES0261.Superseded values are not recommended for survey control.
 ES0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0261.See file dsdata.txt to determine how the superseded data were derived.
 ES0261
 ES0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD429705(NAD 83)
 ES0261_MARKER: DR = REFERENCE MARK DISK
 ES0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0261_STAMPING: HAVRE NO 2 1959
 ES0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0261+STABILITY: SURFACE MOTION
 ES0261
 ES0261  HISTORY     - Date     Condition        Report By
 ES0261  HISTORY     - 1959     MONUMENTED       CGS
 ES0261
 ES0261                          STATION DESCRIPTION
 ES0261
 ES0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0261'10.9 MI W FROM JOSEPH CITY.
 ES0261'10.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0261'CITY, ABOUT 0.1 MILE NORTHWEST OF MILE POST 284, 51.7 FEET EAST OF THE
 ES0261'WINTESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0261'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0467 ***********************************************************************
 FR0467  DESIGNATION -  HAWK
 FR0467  PID         -  FR0467
 FR0467  STATE/COUNTY-  AZ/YAVAPAI
 FR0467  USGS QUAD   -  YAMPAI SE (1981)
 FR0467
 FR0467                         *CURRENT SURVEY CONTROL
 FR0467  ___________________________________________________________________
 FR0467* NAD 83(1992)-  35 17 45.44599(N)    113 04 39.29287(W)     ADJUSTED  
 FR0467* NAVD 88     -      1771.842  (meters)    5813.12   (feet)  POSTED    
 FR0467  ___________________________________________________________________
 FR0467  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 FR0467  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FR0467  DYNAMIC HT  -        1769.470 (meters)    5805.34  (feet)  COMP
 FR0467  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 FR0467
 FR0467  HORZ ORDER  -  SECOND
 FR0467  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0467
 FR0467.The horizontal coordinates were established by classical geodetic methods
 FR0467.and adjusted by the National Geodetic Survey in August 1993.
 FR0467
 FR0467.The orthometric height was determined by differential leveling
 FR0467.and adjusted by the  in 1992.
 FR0467.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0467.was located on a no-check spur therefore a value was not computed.
 FR0467.No vertical observational check was made to the station.
 FR0467
 FR0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0467
 FR0467.The geoid height was determined by GEOID03.
 FR0467
 FR0467.The dynamic height is computed by dividing the NAVD 88
 FR0467.geopotential number by the normal gravity value computed on the
 FR0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0467.degrees latitude (g = 980.6199 gals.).
 FR0467
 FR0467.The modeled gravity was interpolated from observed gravity values.
 FR0467
 FR0467;                    North         East     Units Scale Factor Converg.
 FR0467;SPC AZ C     -   477,023.515   107,773.358   MT  1.00003735   -0 40 15.0
 FR0467;SPC AZ C     - 1,565,037.78    353,587.13   iFT  1.00003735   -0 40 15.0
 FR0467;UTM  12      - 3,907,843.888   311,088.531   MT  1.00003982   -1 12 02.8
 FR0467
 FR0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0467!SPC AZ C     -   0.99972600  x   1.00003735  =   0.99976334
 FR0467!UTM  12      -   0.99972600  x   1.00003982  =   0.99976581
 FR0467
 FR0467:                Primary Azimuth Mark                     Grid Az
 FR0467:SPC AZ C     -  HAWK AZ MK                               082 24 23.9
 FR0467:UTM  12      -  HAWK AZ MK                               082 56 11.7
 FR0467
 FR0467|---------------------------------------------------------------------|
 FR0467| PID    Reference Object                     Distance      Geod. Az  |
 FR0467|                                                           dddmmss.s |
 FR0467| CH2463 HAWK AZ MK                                         0814408.9 |
 FR0467| FR0466 KA 8                                  4.774 METERS 17239     |
 FR0467| FR0468 HAWK RM 1                             7.145 METERS 26043     |
 FR0467|---------------------------------------------------------------------|
 FR0467
 FR0467                          SUPERSEDED SURVEY CONTROL
 FR0467
 FR0467  NAD 83(1986)-  35 17 45.44640(N)    113 04 39.29260(W) AD(       ) 2
 FR0467  NAD 27      -  35 17 45.42500(N)    113 04 36.60950(W) AD(       ) 2
 FR0467  NGVD 29 (??/??/92) 1770.917  (m)         5810.08   (f) ADJ UNCH    2 0
 FR0467
 FR0467.Superseded values are not recommended for survey control.
 FR0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0467.See file dsdata.txt to determine how the superseded data were derived.
 FR0467
 FR0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1108907844(NAD 83)
 FR0467_MARKER: DE = TRAVERSE STATION DISK
 FR0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0467_STAMPING: HAWK 1962
 FR0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0467+STABILITY: SURFACE MOTION
 FR0467
 FR0467  HISTORY     - Date     Condition        Report By
 FR0467  HISTORY     - 1962     MONUMENTED       CGS
 FR0467  HISTORY     - 1962     GOOD             CGS
 FR0467  HISTORY     - 1971     GOOD             AZHD
 FR0467
 FR0467                          STATION DESCRIPTION
 FR0467
 FR0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0467'THE STATION IS LOCATED ABOUT 12 MILES WEST OF SELIGMAN, ABOUT
 FR0467'1/4 MILE NORTH OF THE KINGMAN-SELIGMAN DIRT ROAD AND IS ON
 FR0467'A LOW TIMBERED RIDGE WHERE POWER LINE CROSSES.
 FR0467'
 FR0467'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0467'SOUTH 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 66, TURN RIGHT,
 FR0467'GO WEST-NORTHWEST ON U.S. HIGHWAY 66 FOR 2.9 MILES TO A SIDE
 FR0467'ROAD LEFT, TURN LEFT, CROSS RAILROAD TRACKS AND GO WEST ON THE
 FR0467'MAIN GRADED DIRT ROAD FOR 7.6 MILES TO A TRACK ROAD LEFT,
 FR0467'CONTINUE WESTERLY ON THE MAIN GRADED DIRT ROAD FOR 2.5 MILES
 FR0467'TO TOP OF A SMALL RIDGE, A SIDE ROAD RIGHT AND A TRIANGLE
 FR0467'BLAZE ON A TREE ON THE RIGHT.  TURN RIGHT, FOLLOW DIM TRACK
 FR0467'ROAD NORTH THROUGH THE TIMBER FOR 0.4 MILE TO THE STATION
 FR0467'ON THE NORTH SIDE OF POWER LINE RIGHT-OF-WAY.
 FR0467'
 FR0467'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12
 FR0467'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND
 FR0467'IS STAMPED HAWK 1962.  THE MARK IS 48 FEET NORTHEAST OF THE
 FR0467'NORTH ONE OF THE DOUBLE POWER LINE POLE AND 9.8 FEET SOUTH
 FR0467'OF WITNESS POST.
 FR0467'
 FR0467'R.M. NO. 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 FR0467'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 FR0467'STAMPED HAWK NO 1 1962.  THE MARK IS 43 FEET NORTH OF THE NORTH
 FR0467'ONE OF DOUBLE POWER LINE POLE AND 24.0 FEET WEST-SOUTHWEST OF
 FR0467'WITNESS POST.
 FR0467'
 FR0467'KA NO. 8 (AHD), A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION,
 FR0467'IS A BRONZE DISK SET IN TOP OF 6 INCH SQUARE CONCRETE POST
 FR0467'WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED KA NO 8 1960.
 FR0467'THE MARK IS 34 FEET NORTHEAST OF THE NORTH ONE OF DOUBLE POWER
 FR0467'LINE POLES AND 25.3 FEET SOUTH OF WITNESS POST.
 FR0467'
 FR0467'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF 12 INCH
 FR0467'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 FR0467'STAMPED HAWK 1962.  THE MARK IS 64 FEET SOUTHWEST OF THE SOUTH
 FR0467'ONE OF THE DOUBLE POWER LINE POLES AND 4.0 FEET NORTH OF
 FR0467'WITNESS POST.
 FR0467'
 FR0467'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 FR0467'THE SOUTH SIDE OF POWER LINE FOR 0.35 MILE TO THE MARK ON
 FR0467'THE RIGHT.
 FR0467'
 FR0467'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FR0467
 FR0467                          STATION RECOVERY (1962)
 FR0467
 FR0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0467'13.0 MI W FROM SELIGMAN.
 FR0467'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0467'ITS STATION AT SELIGMAN, THENCE 9.55 MILES WEST ALONG A GRAVEL ROAD,
 FR0467'THENCE 0.45 MILE NORTHEAST ALONG A TRACK ROAD TO A POWER LINE, 48 FEET
 FR0467'NORTHEAST OF THE NORTH ONE OF A DOUBLE POWER POLE, 9.7 FEET SOUTH OF A
 FR0467'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FR0467'INCHES.
 FR0467
 FR0467                          STATION RECOVERY (1971)
 FR0467
 FR0467'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JWH)
 FR0467'GENERAL LOCATION - INT, 40, BETWEEN KINGMAND AND SELIGMAN.
 FR0467'TO REACH FROM SELIGMAN ON U.S. 66, EASTERLY ON U.S. 66 FOR
 FR0467'0.3 MILES.  THENCE SOUTH ACROSS THE RAILROAD TRACKS ON WALNUT
 FR0467'CREEK ROAD TO THE INT, 1.0 MILES FROM THE TURN FROM 66,
 FR0467'WESTERLY ON THE INT. FOR 12.6 MILES.  NORTH ABOUT 0.4 MILES TO
 FR0467'A POWER LINE AND TO THE STATION.  THE STATION IS A STANDARD
 FR0467'USC AND GS TRIANGULATION BRASS CAP, SET IN A SQUARE CONCRETE
 FR0467'POST, LOCATED 10 FT SOUTH OF A USC AND GS SURVEY SIGN, AND 45
 FR0467'FT NORTH OF THE NORTH POLE OF A TRANSMISSION LINE, STAMPED,
 FR0467'HAWK 1962 AND UP 0.6 FT.  KA NO 8 IS AN AHD BRASS CAP, SET
 FR0467'IN A 6 IN CONCRETE MONUMENT, UP 0.4 FT LOCATED SOUTH OF THE
 FR0467'STATION AND STAMPED KA NO 8 1960.  R.M. 1 IS A STANDARD
 FR0467'USC AND GS REFERENCE MARK BRASS CAP SET IN A 12 IN SQUARE
 FR0467'CONCRETE POST, UP 0.5 FT, LOCATED WEST OF THE MAIN
 FR0467'STATION, STAMPED, HAWK NO 1 1962.  THE AZIMUTH MARK IS A
 FR0467'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A
 FR0467'12 IN SQUARE CONCRETE POST, UP 0.3 FT LOCATED.  35 MILES
 FR0467'EASTERLY ALONG THE TRANSMISSION LINE FROM STATION HAWK,
 FR0467'AND STAMPED, HARK 1962.  THE AZIMUTH MARK POINT IS 50 FT
 FR0467'SOUTH OF THE SOUTH POLE OF A TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1436 ***********************************************************************
 DA1436  DESIGNATION -  HAWK
 DA1436  PID         -  DA1436
 DA1436  STATE/COUNTY-  AZ/YUMA
 DA1436  USGS QUAD   -  GROWLER (1982)
 DA1436
 DA1436                         *CURRENT SURVEY CONTROL
 DA1436  ___________________________________________________________________
 DA1436* NAD 83(1992)-  32 45 04.73534(N)    113 45 42.00601(W)     ADJUSTED  
 DA1436* NAVD 88     -       603.0    (meters)    1978.     (feet)  VERTCON   
 DA1436  ___________________________________________________________________
 DA1436  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DA1436  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DA1436  HORZ ORDER  -  FIRST
 DA1436
 DA1436.The horizontal coordinates were established by classical geodetic methods
 DA1436.and adjusted by the National Geodetic Survey in August 1993.
 DA1436
 DA1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1436
 DA1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1436
 DA1436.The geoid height was determined by GEOID03.
 DA1436
 DA1436;                    North         East     Units Scale Factor Converg.
 DA1436;SPC AZ W     -   194,181.149   212,266.581   MT  0.99993335   -0 00 22.7
 DA1436;SPC AZ W     -   637,077.26    696,412.67   iFT  0.99993335   -0 00 22.7
 DA1436;UTM  12      - 3,627,093.426   241,253.286   MT  1.00042561   -1 29 41.6
 DA1436
 DA1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1436!SPC AZ W     -   0.99991044  x   0.99993335  =   0.99984379
 DA1436!UTM  12      -   0.99991044  x   1.00042561  =   1.00033601
 DA1436
 DA1436|---------------------------------------------------------------------|
 DA1436| PID    Reference Object                     Distance      Geod. Az  |
 DA1436|                                                           dddmmss.s |
 DA1436| CH2462 HAWK RM 2                             4.438 METERS 12927     |
 DA1436| DA1425 MOHAWK                              APPROX.20.9 KM 1491201.7 |
 DA1436| CH2461 HAWK RM 1                             6.255 METERS 33422     |
 DA1436|---------------------------------------------------------------------|
 DA1436
 DA1436                          SUPERSEDED SURVEY CONTROL
 DA1436
 DA1436  NAD 83(1986)-  32 45 04.73060(N)    113 45 42.01299(W) AD(       ) 1
 DA1436  NAD 27      -  32 45 04.56100(N)    113 45 39.28500(W) AD(       ) 1
 DA1436  NGVD 29 (07/19/86)  602.4    (m)         1976.     (f) VERT ANG    3  
 DA1436
 DA1436.Superseded values are not recommended for survey control.
 DA1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1436.See file dsdata.txt to determine how the superseded data were derived.
 DA1436
 DA1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4125327093(NAD 83)
 DA1436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1436_SETTING: 0 = UNSPECIFIED SETTING
 DA1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1436
 DA1436  HISTORY     - Date     Condition        Report By
 DA1436  HISTORY     - 1920     MONUMENTED       CGS
 DA1436  HISTORY     - 1925     GOOD             USGS
 DA1436  HISTORY     - 1934     GOOD             CGS
 DA1436  HISTORY     - 1952     GOOD             USE
 DA1436  HISTORY     - 1954     GOOD             USGS
 DA1436  HISTORY     - 1962     GOOD             AMS
 DA1436  HISTORY     - 1964     GOOD             USGS
 DA1436
 DA1436                          STATION DESCRIPTION
 DA1436
 DA1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1436'STATION IS ON THE MOST NORTHERN PEAK OF THE MOHAWK RANGE, ABOUT
 DA1436'THREE MILES TO THE NORTHWARD OF MOHAWK, ON RAILROAD.  THE
 DA1436'STATION IS ON A SOLID ROCK KNOB AND IS VERY PROMINENT.
 DA1436'
 DA1436'THE STATION IS BEST REACHED BY FOLLOWING OLD ROAD FROM MOHAWK
 DA1436'TO ABANDONED LIME-KILN AND FROM THERE HEAD UP ALONG MESA TO
 DA1436'THE FOOT OF THE MOUNTAIN.  STATION, STANDARD BRONZE DISK SET
 DA1436'IN CONCRETE.
 DA1436'
 DA1436'REFERENCE MARK IS 12 PACES IN DISTANCE FROM STATION
 DA1436'N 40 DEG W.
 DA1436
 DA1436                          STATION RECOVERY (1925)
 DA1436
 DA1436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1925
 DA1436'RECOVERED AS DESCRIBED BY NGS.
 DA1436
 DA1436                          STATION RECOVERY (1934)
 DA1436
 DA1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1436'STATION IS ABOUT 20 MILES AIR LINE ENE OF WELLTON.  ABOUT 2 MILES
 DA1436'AIR LINE N OF U.S. HIGHWAY 80.  ABOUT 2 MILES AIR LINE S OF THE
 DA1436'GILA RIVER.  ON THE MOST NORTHERN PEAK OF THE MOHAWK RANGE.
 DA1436'
 DA1436'STATION IS VERY PROMINENT BECAUSE IT IS ON A SHARP SOLID ROCK
 DA1436'KNOB.  ALL MARKS FOUND IN GOOD CONDITION.
 DA1436'
 DA1436'STATION AS REACHED FROM WELLTON.  GO E ON U.S. HIGHWAY 80 FOR
 DA1436'20 MILES TO THE OWL SERVICE STATION.  FROM HERE CONTINUE ON
 DA1436'FOR 1.4 MILES TO WHERE A SANDY ROAD TURNS OFF TO THE LEFT, N.
 DA1436'TAKE THIS ROAD AND GO ABOUT 300 FEET AND TAKE RIGHT FORK.  GO
 DA1436'0.9 MILE (HEADING IN DIRECTION OF PEAK).  HERE TURN OFF TO
 DA1436'THE RIGHT AND GO ABOUT 0.5 MILE TO BASE OF MOUNTAIN AND HEAD
 DA1436'OF CANYON.  LEAVE TRUCK AND CLIMB UP CANYON, WHICH RUNS N AND S
 DA1436'TO THE LEFT, W, OF THE PEAK.  FOLLOW THIS CANYON UP TO THE TOP
 DA1436'OF RIDGE AND THEN TURN SE AND FOLLOW RIDGE TO TOP OF ROCK KNOB
 DA1436'AND STATION.  ABOUT A 1-1/4 HOUR PACK.  VERY STEEP AND
 DA1436'DANGEROUS GOING.
 DA1436
 DA1436                          STATION RECOVERY (1952)
 DA1436
 DA1436'RECOVERY NOTE BY US ENGINEERS 1952
 DA1436'RECOVERY TO BASE OF PEAK ONLY.
 DA1436'
 DA1436'TO REACH FROM TACNA, GO EAST ON HWY. 80 FROM TACNA (WHICH IS
 DA1436'7.7 MILES EAST OF WELLTON, ARIZONA), 13.45 MILES TO THE OWL
 DA1436'SERVICE STATION, CONTINUE 1.35 MILE TO A TRAVEL ROAD LEFT,
 DA1436'TAKE GRAVEL ROAD LEFT AND GO 0.05 MILE TO A FORK LEFT, GO
 DA1436'LEFT 0.2 MILE TO INTERSECTION WITH GRADED ROAD, CONTINUE STRAIGHT
 DA1436'AHEAD ON TRACK ROAD 0.1 MILE TO A FORK LEFT, CONTINUE STRAIGHT
 DA1436'AHEAD (NORTH) 1.45 MILE TO A POINT WEST OF PEAK, TURN RIGHT
 DA1436'CROSS COUNTRY PARALLEL TO DRAINAGE AND GO 1.1 MILE TO HEAD OF
 DA1436'CANYON NORTHWEST OF PEAK.  CLIMB UP CANYON, WHICH RUNS NORTH
 DA1436'AND SOUTH TO THE LEFT, WEST OF THE PEAK. FOLLOW THIS CANYON UP
 DA1436'TO THE TOP OF RIDGE AND THEN TURN SOUTHEAST AND FOLLOW RIDGE
 DA1436'TO TOP OF ROCK KNOB AND STATION.  ABOUT 1-1/4 HOUR PACK.
 DA1436
 DA1436                          STATION RECOVERY (1954)
 DA1436
 DA1436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DA1436'RECOVERED AS DESCRIBED.
 DA1436
 DA1436                          STATION RECOVERY (1962)
 DA1436
 DA1436'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1436'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DA1436'AS DESCRIBED.
 DA1436
 DA1436                          STATION RECOVERY (1964)
 DA1436
 DA1436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0911 ***********************************************************************
 FR0911  DESIGNATION -  HAWK NEST
 FR0911  PID         -  FR0911
 FR0911  STATE/COUNTY-  AZ/COCONINO
 FR0911  USGS QUAD   -  SUPAI CAMP (1981)
 FR0911
 FR0911                         *CURRENT SURVEY CONTROL
 FR0911  ___________________________________________________________________
 FR0911* NAD 83(1992)-  35 58 42.20721(N)    112 49 08.62693(W)     ADJUSTED  
 FR0911* NAVD 88     -      1833.9    (meters)    6017.     (feet)  VERTCON   
 FR0911  ___________________________________________________________________
 FR0911  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FR0911  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0911  HORZ ORDER  -  SECOND
 FR0911
 FR0911.The horizontal coordinates were established by classical geodetic methods
 FR0911.and adjusted by the National Geodetic Survey in August 1993.
 FR0911
 FR0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0911
 FR0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0911
 FR0911.The geoid height was determined by GEOID03.
 FR0911
 FR0911;                    North         East     Units Scale Factor Converg.
 FR0911;SPC AZ C     -   552,491.912   131,981.511   MT  0.99998158   -0 31 48.6
 FR0911;SPC AZ C     - 1,812,637.51    433,010.21   iFT  0.99998158   -0 31 48.6
 FR0911;UTM  12      - 3,983,081.441   335,998.848   MT  0.99993142   -1 04 08.0
 FR0911
 FR0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0911!SPC AZ C     -   0.99971595  x   0.99998158  =   0.99969754
 FR0911!UTM  12      -   0.99971595  x   0.99993142  =   0.99964739
 FR0911
 FR0911:                Primary Azimuth Mark                     Grid Az
 FR0911:SPC AZ C     -  CAUFMAN                                  312 22 25.9
 FR0911:UTM  12      -  CAUFMAN                                  312 54 45.3
 FR0911
 FR0911|---------------------------------------------------------------------|
 FR0911| PID    Reference Object                     Distance      Geod. Az  |
 FR0911|                                                           dddmmss.s |
 FR0911| GQ0243 CAUFMAN                             APPROX.27.9 KM 3115037.3 |
 FR0911|---------------------------------------------------------------------|
 FR0911
 FR0911                          SUPERSEDED SURVEY CONTROL
 FR0911
 FR0911  NAD 83(1986)-  35 58 42.20011(N)    112 49 08.62347(W) AD(       ) 2
 FR0911  NAD 27      -  35 58 42.25900(N)    112 49 05.92700(W) AD(       ) 2
 FR0911  NGVD 29 (05/08/89) 1833.0    (m)         6014.     (f) VERT ANG    3  
 FR0911
 FR0911.Superseded values are not recommended for survey control.
 FR0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0911.See file dsdata.txt to determine how the superseded data were derived.
 FR0911
 FR0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3599983081(NAD 83)
 FR0911_MARKER: DS = TRIANGULATION STATION DISK
 FR0911_SETTING: 80 = SET IN A BOULDER
 FR0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0911+STABILITY: SURFACE MOTION
 FR0911
 FR0911  HISTORY     - Date     Condition        Report By
 FR0911  HISTORY     - 1934     MONUMENTED       USGS
 FR0911
 FR0911                          STATION DESCRIPTION
 FR0911
 FR0911'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FR0911'LOCATED IN COR SECS 16 15 21 AND 22 T30N R5W, SR AND G MERIDIAN,
 FR0911'500 FT. N. AND 1100 FT. W. OF ON LONG N.-S. RIDGE WHICH IS
 FR0911'SPARSELY-TIMBERED WITH JUNIPER TREES, NEAR NORTH EDGE OF GROVE AT
 FR0911'POINT WHERE RIDGE FALLS N. TOWARD COLORADO RIVER (ROLLING COUNTRY
 FR0911'BUT SLIGHTLY STEEPER HERE).
 FR0911'
 FR0911'TO REACH TURN S. FROM RD. WHICH LEADS W. TO PINE SPRING 9.1 MI W.
 FR0911'OF X-RD. JCT. WHERE RDS. LEAD NE. TO HILLTOP (SUPAI WAREHOUSE ON
 FR0911'WEST SIDE OF CATARACT CANYON), SE. TO BLACK TANKS, S. 57 MI TO
 FR0911'SELIGMAN VIA ROSE WELL AND W. TO PINE SPRING.  GO N. (FROM POINT
 FR0911'9.1 MI W. OF ABOVE JCT.) 2 MI ALONG RIDGE TO STATION.
 FR0911'
 FR0911'STATION MARK--BRONZE TABLET STAMPED---HAWK NEST 1934---, CEMENTED
 FR0911'IN LIMESTONE ROCK SET IN GROUND.
 FR0911'
 FR0911'RM 1--COPPER NAIL AND WASHER IN BLAZE ON SMALL LEANING JUNIPER
 FR0911'TREE.
 FR0911'
 FR0911'RM 2--COPPER NAIL AND WASHER IN BLAZE ON 5-INCH JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0468 ***********************************************************************
 FR0468  DESIGNATION -  HAWK RM 1
 FR0468  PID         -  FR0468
 FR0468  STATE/COUNTY-  AZ/YAVAPAI
 FR0468  USGS QUAD   -  YAMPAI SE (1981)
 FR0468
 FR0468                         *CURRENT SURVEY CONTROL
 FR0468  ___________________________________________________________________
 FR0468* NAD 83(1986)-  35 17 45.     (N)    113 04 39.     (W)     SCALED    
 FR0468* NAVD 88     -      1771.823  (meters)    5813.06   (feet)  POSTED    
 FR0468  ___________________________________________________________________
 FR0468  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FR0468  DYNAMIC HT  -        1769.450 (meters)    5805.27  (feet)  COMP
 FR0468  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 FR0468
 FR0468  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0468
 FR0468.The horizontal coordinates were scaled from a topographic map and have
 FR0468.an estimated accuracy of +/- 6 seconds.
 FR0468
 FR0468.The orthometric height was determined by differential leveling
 FR0468.and adjusted by the  in 1992.
 FR0468.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0468.was located on a no-check spur therefore a value was not computed.
 FR0468.No vertical observational check was made to the station.
 FR0468
 FR0468.The geoid height was determined by GEOID03.
 FR0468
 FR0468.The dynamic height is computed by dividing the NAVD 88
 FR0468.geopotential number by the normal gravity value computed on the
 FR0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0468.degrees latitude (g = 980.6199 gals.).
 FR0468
 FR0468.The modeled gravity was interpolated from observed gravity values.
 FR0468
 FR0468;                    North         East    Units  Estimated Accuracy
 FR0468;SPC AZ C     -   477,010.      107,780.      MT  (+/- 180 meters Scaled)
 FR0468
 FR0468                          SUPERSEDED SURVEY CONTROL
 FR0468
 FR0468  NGVD 29 (??/??/92) 1770.897  (m)         5810.02   (f) ADJ UNCH    2 0
 FR0468
 FR0468.Superseded values are not recommended for survey control.
 FR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0468.See file dsdata.txt to determine how the superseded data were derived.
 FR0468
 FR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE110078(NAD 83)
 FR0468_MARKER: DR = REFERENCE MARK DISK
 FR0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0468_STAMPING: HAWK NO 1 1962
 FR0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0468+STABILITY: SURFACE MOTION
 FR0468
 FR0468  HISTORY     - Date     Condition        Report By
 FR0468  HISTORY     - 1962     MONUMENTED       CGS
 FR0468
 FR0468                          STATION DESCRIPTION
 FR0468
 FR0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0468'13.0 MI W FROM SELIGMAN.
 FR0468'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0468'ITS STATION AT SELIGMAN, THENCE 9.55 MILES WEST ALONG A GRAVEL ROAD,
 FR0468'THENCE 0.45 MILE NORTHEAST ALONG A TRACK ROAD TO A POWER LINE, 43.5
 FR0468'FEET NORTH OF THE NORTH ONE OF A DOUBLE POWER POLE, 23.4 FEET WEST OF
 FR0468'TRAVERSE STATION HAWK, 24.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 FR0468'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1394 ***********************************************************************
 CZ1394  DESIGNATION -  HAY
 CZ1394  PID         -  CZ1394
 CZ1394  STATE/COUNTY-  AZ/PINAL
 CZ1394  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1394
 CZ1394                         *CURRENT SURVEY CONTROL
 CZ1394  ___________________________________________________________________
 CZ1394* NAD 83(1992)-  32 54 32.48066(N)    111 41 16.66548(W)     ADJUSTED  
 CZ1394* NAVD 88     -       429.86   (+/-2cm)    1410.3    (feet)  VERTCON   
 CZ1394  ___________________________________________________________________
 CZ1394  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CZ1394  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1394  HORZ ORDER  -  SECOND
 CZ1394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1394
 CZ1394.The horizontal coordinates were established by classical geodetic methods
 CZ1394.and adjusted by the National Geodetic Survey in August 1993.
 CZ1394
 CZ1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1394.The vertical order pertains to the NGVD 29 superseded value.
 CZ1394
 CZ1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1394
 CZ1394.The geoid height was determined by GEOID03.
 CZ1394
 CZ1394;                    North         East     Units Scale Factor Converg.
 CZ1394;SPC AZ C     -   211,686.001   234,752.919   MT  0.99990564   +0 07 27.3
 CZ1394;SPC AZ C     -   694,507.88    770,186.74   iFT  0.99990564   +0 07 27.3
 CZ1394;UTM  12      - 3,641,411.081   435,666.883   MT  0.99965103   -0 22 25.6
 CZ1394
 CZ1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1394!SPC AZ C     -   0.99993723  x   0.99990564  =   0.99984288
 CZ1394!UTM  12      -   0.99993723  x   0.99965103  =   0.99958828
 CZ1394
 CZ1394:                Primary Azimuth Mark                     Grid Az
 CZ1394:SPC AZ C     -  SACATON PEAK AIR BEACON                  006 36 30.1
 CZ1394:UTM  12      -  SACATON PEAK AIR BEACON                  007 06 23.0
 CZ1394
 CZ1394|---------------------------------------------------------------------|
 CZ1394| PID    Reference Object                     Distance      Geod. Az  |
 CZ1394|                                                           dddmmss.s |
 CZ1394| DU2118 SACATON PEAK AIR BEACON             APPROX.10.5 KM 0064357.4 |
 CZ1394| CZ1396 HAY AZ MK                                          1780633.9 |
 CZ1394| CZ1395 HAY RM 1                             12.134 METERS 18026     |
 CZ1394| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 7.0 KM 2391416.2 |
 CZ1394| CZ1393 HAY RM 2                             10.151 METERS 35536     |
 CZ1394|---------------------------------------------------------------------|
 CZ1394
 CZ1394                          SUPERSEDED SURVEY CONTROL
 CZ1394
 CZ1394  NAD 83(1986)-  32 54 32.47486(N)    111 41 16.66701(W) AD(       ) 2
 CZ1394  NAD 27      -  32 54 32.26820(N)    111 41 14.20280(W) AD(       ) 2
 CZ1394  NGVD 29 (??/??/92)  429.340  (m)         1408.59   (f) ADJ UNCH    2 0
 CZ1394
 CZ1394.Superseded values are not recommended for survey control.
 CZ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1394.See file dsdata.txt to determine how the superseded data were derived.
 CZ1394
 CZ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3566741411(NAD 83)
 CZ1394_MARKER: DS = TRIANGULATION STATION DISK
 CZ1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1394_STAMPING: HAY 1962
 CZ1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1394+STABILITY: SURFACE MOTION
 CZ1394
 CZ1394  HISTORY     - Date     Condition        Report By
 CZ1394  HISTORY     - 1962     MONUMENTED       CGS
 CZ1394  HISTORY     - 1962     GOOD             CGS
 CZ1394  HISTORY     - 1966     GOOD             AMS
 CZ1394  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1394
 CZ1394                          STATION DESCRIPTION
 CZ1394
 CZ1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1394'STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF CASA GRANDE,
 CZ1394'IN THE NORTHWEST CORNER OF JUNCTION OF KLECK ROAD AND COX
 CZ1394'ROAD AND JUST SOUTH OF A PIPELINE CONTROL VALVE.
 CZ1394'
 CZ1394'TO REACH FROM THE POST OFFICE IN CASA GRANDE, GO EAST ON
 CZ1394'STATE ROUTE 93 FOR 2 BLOCKS TO MARSHALL STREET, TURN LEFT AND
 CZ1394'GO NORTHERLY ON MARSHALL STREET FOR 0.2 MILE TO FLORENCE BLVD.,
 CZ1394'TURN RIGHT AND GO EAST ON FLORENCE BLVD. FOR 3.7 MILES TO
 CZ1394'CROSSROAD AND CANAL, TURN LEFT AND GO NORTH ALONG EAST SIDE
 CZ1394'OF CANAL FOR 1.7 MILES TO THE AZIMUTH MARK ON RIGHT, CONTINUE
 CZ1394'NORTH 0.35 MILE TO CROSSROAD AND STATION.
 CZ1394'
 CZ1394'STATION MARK, A STANDARD TRAVERSE DISK STAMPED HAY 1962, IS
 CZ1394'SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 6
 CZ1394'INCHES ABOVE THE GROUND.  THE MARK IS 74 FEET NORTHWEST OF
 CZ1394'CENTER OF INTERSECTION, 42 FEET SOUTH OF PIPELINE CONTROL
 CZ1394'VALVE, 53 FEET NORTH OF CENTER OF ROAD, 26 FEET WEST OF CENTER
 CZ1394'OF ROAD, 8 FEET EAST OF EAST EDGE OF IRRIGATION DITCH AND 2.5
 CZ1394'FEET NORTH-NORTHEAST OF THE WITNESS POST.
 CZ1394'
 CZ1394'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED HAY NO 1 1962,
 CZ1394'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 CZ1394'6 INCHES ABOVE THE GROUND.  THE MARK IS 37.5 FEET SOUTH OF
 CZ1394'THE WITNESS POST, 28 FEET WEST OF THE CENTER OF ROAD, 16
 CZ1394'FEET NORTH OF CENTER OF ROAD AND 8 FEET EAST OF EAST EDGE
 CZ1394'OF IRRIGATION DITCH.
 CZ1394'
 CZ1394'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED HAY NO 2 1962,
 CZ1394'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 CZ1394'ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 35 FEET NORTH
 CZ1394'OF THE WITNESS POST, 29 FEET WEST OF CENTER OF ROAD, 11 FEET
 CZ1394'SOUTH-SOUTHWEST OF PIPELINE CONTROL VALVE AND 7 FEET EAST OF
 CZ1394'EAST EDGE OF IRRIGATION DITCH.
 CZ1394'
 CZ1394'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED HAY 1962, IS SET IN
 CZ1394'THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 6 INCHES
 CZ1394'ABOVE THE GROUND.  THE MARK IS 32 FEET EAST OF CENTER OF ROAD,
 CZ1394'3 FEET NORTHWEST OF A POWER POLE AND 1.5 FEET EAST OF THE
 CZ1394'WITNESS POST.
 CZ1394'
 CZ1394'HEIGHT OF LIGHT ABOVE STATION MARK 1.82 METERS.
 CZ1394
 CZ1394                          STATION RECOVERY (1962)
 CZ1394
 CZ1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ1394'6.15 MI NE FROM CASA GRANDE.
 CZ1394'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1394'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1394'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1394'CANAL FOR 2.05 MILES TO CROSSROADS AND THE MARK, 74 FT. NORTHWEST OF
 CZ1394'THE CENTER OF THE CROSSROADS, 42 FT. SOUTH OF A PIPELINE CONTROL
 CZ1394'VALVE, 53 FT. NORTH OF THE CENTER OF A GRAVEL ROAD, 26 FT. WEST OF THE
 CZ1394'CENTER OF A GRAVEL ROAD, 8 FT. EAST OF THE EAST EDGE OF A IRRIGATION
 CZ1394'DITCH, 2.5 FT. NORTH-NORTHWEST OF A STEEL WITNESS POST, A STANDARD
 CZ1394'DISK SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ1394
 CZ1394                          STATION RECOVERY (1966)
 CZ1394
 CZ1394'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (MGJ)
 CZ1394'STATION, R.M. NO. 1, R.M. NO. 2 AND AZ. MK. ALL RECOVERED IN
 CZ1394'GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CZ1394
 CZ1394                          STATION RECOVERY (2007)
 CZ1394
 CZ1394'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1394'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0859 ***********************************************************************
 ES0859  DESIGNATION -  HAY
 ES0859  PID         -  ES0859
 ES0859  STATE/COUNTY-  AZ/COCONINO
 ES0859  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0859
 ES0859                         *CURRENT SURVEY CONTROL
 ES0859  ___________________________________________________________________
 ES0859* NAD 83(1992)-  34 36 27.73795(N)    111 11 36.48720(W)     ADJUSTED  
 ES0859* NAVD 88     -      2089.9    (meters)    6857.     (feet)  VERTCON   
 ES0859  ___________________________________________________________________
 ES0859  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ES0859  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0859  HORZ ORDER  -  SECOND
 ES0859
 ES0859.The horizontal coordinates were established by classical geodetic methods
 ES0859.and adjusted by the National Geodetic Survey in August 1993.
 ES0859
 ES0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0859
 ES0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0859
 ES0859.The geoid height was determined by GEOID03.
 ES0859
 ES0859;                    North         East     Units Scale Factor Converg.
 ES0859;SPC AZ C     -   400,296.291   279,686.952   MT  0.99995421   +0 24 38.7
 ES0859;SPC AZ C     - 1,313,308.04    917,608.11   iFT  0.99995421   +0 24 38.7
 ES0859;UTM  12      - 3,829,557.454   482,261.810   MT  0.99960388   -0 06 35.6
 ES0859
 ES0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0859!SPC AZ C     -   0.99967573  x   0.99995421  =   0.99962996
 ES0859!UTM  12      -   0.99967573  x   0.99960388  =   0.99927974
 ES0859
 ES0859|---------------------------------------------------------------------|
 ES0859| PID    Reference Object                     Distance      Geod. Az  |
 ES0859|                                                           dddmmss.s |
 ES0859| ES0868 MEADOW                              327.363 METERS 04732     |
 ES0859| ES0853 ELK                                 APPROX. 2.0 KM 2690211.6 |
 ES0859|---------------------------------------------------------------------|
 ES0859
 ES0859                          SUPERSEDED SURVEY CONTROL
 ES0859
 ES0859  NAD 83(1986)-  34 36 27.73017(N)    111 11 36.49107(W) AD(       ) 2
 ES0859  NGVD 29 (07/10/87) 2089.0    (m)         6854.     (f) VERT ANG    3  
 ES0859
 ES0859.Superseded values are not recommended for survey control.
 ES0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0859.See file dsdata.txt to determine how the superseded data were derived.
 ES0859
 ES0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8226229557(NAD 83)
 ES0859_MARKER: DS = TRIANGULATION STATION DISK
 ES0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0859+STABILITY: SURFACE MOTION
 ES0859
 ES0859  HISTORY     - Date     Condition        Report By
 ES0859  HISTORY     - 1981     MONUMENTED       AZDT
 ES0859  HISTORY     - 19980817 GOOD             USPSQD
 ES0859  HISTORY     - 20080724 GOOD             GEOCAC
 ES0859
 ES0859                          STATION DESCRIPTION
 ES0859
 ES0859'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0859'THE STATION IS LOCATED 21 MILES NORTHEAST OF PINE, 0.5 MILE SOUTHWEST
 ES0859'OF THE BLUE RIDGE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0859'
 ES0859'THE STATION MARK IS AN AZDT DISK STAMPED---HAY 1981---SET IN TOP
 ES0859'OF A 10 INCH CONCRETE MONUMENT 63 FEET SOUTH OF THE CENTERLINE OF THE
 ES0859'HIGHWAY AND 6 FEET NORTHWEST OF A CAIRN.
 ES0859'
 ES0859'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0859'
 ES0859'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0859'STATE ROUTE 87 FOR 31.15 MILES TO THE STATION ON THE RIGHT.  STATION
 ES0859'IS 0.35 MILE SOUTHWEST OF THE BLUE RIDGE RANGER STATION AT MILEPOST
 ES0859'299.3.
 ES0859
 ES0859                          STATION RECOVERY (1998)
 ES0859
 ES0859'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0859'RECOVERED IN GOOD CONDITION.
 ES0859
 ES0859                          STATION RECOVERY (2008)
 ES0859
 ES0859'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0377 ***********************************************************************
 CF0377  DESIGNATION -  HAY
 CF0377  PID         -  CF0377
 CF0377  STATE/COUNTY-  AZ/COCHISE
 CF0377  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0377
 CF0377                         *CURRENT SURVEY CONTROL
 CF0377  ___________________________________________________________________
 CF0377* NAD 83(1992)-  31 50 03.87519(N)    109 41 43.07618(W)     ADJUSTED  
 CF0377* NAVD 88     -      1301.7    (meters)    4271.     (feet)  VERTCON   
 CF0377  ___________________________________________________________________
 CF0377  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CF0377  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CF0377  HORZ ORDER  -  SECOND
 CF0377
 CF0377.The horizontal coordinates were established by classical geodetic methods
 CF0377.and adjusted by the National Geodetic Survey in August 1993.
 CF0377
 CF0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0377
 CF0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0377
 CF0377.The geoid height was determined by GEOID03.
 CF0377
 CF0377;                    North         East     Units Scale Factor Converg.
 CF0377;SPC AZ E     -    92,604.134   257,976.644   MT  0.99992454   +0 14 55.1
 CF0377;SPC AZ E     -   303,819.34    846,380.07   iFT  0.99992454   +0 14 55.1
 CF0377;UTM  12      - 3,522,823.041   623,461.725   MT  0.99978799   +0 41 17.8
 CF0377
 CF0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0377!SPC AZ E     -   0.99979992  x   0.99992454  =   0.99972447
 CF0377!UTM  12      -   0.99979992  x   0.99978799  =   0.99958795
 CF0377
 CF0377|---------------------------------------------------------------------|
 CF0377| PID    Reference Object                     Distance      Geod. Az  |
 CF0377|                                                           dddmmss.s |
 CF0377| CS5413 HAY RM 1                             14.302 METERS 18437     |
 CF0377| CS5414 HAY RM 2                             14.371 METERS 35538     |
 CF0377|---------------------------------------------------------------------|
 CF0377
 CF0377                          SUPERSEDED SURVEY CONTROL
 CF0377
 CF0377  NAD 83(1986)-  31 50 03.87107(N)    109 41 43.06922(W) AD(       ) 2
 CF0377  NGVD 29 (03/13/91) 1300.9    (m)         4268.     (f) VERT ANG    3  
 CF0377
 CF0377.Superseded values are not recommended for survey control.
 CF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0377.See file dsdata.txt to determine how the superseded data were derived.
 CF0377
 CF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2346222823(NAD 83)
 CF0377_MARKER: DS = TRIANGULATION STATION DISK
 CF0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0377+STABILITY: SURFACE MOTION
 CF0377
 CF0377  HISTORY     - Date     Condition        Report By
 CF0377  HISTORY     - 1982     MONUMENTED       AZDT
 CF0377
 CF0377                          STATION DESCRIPTION
 CF0377
 CF0377'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0377'THE STATION IS LOCATED 10.3 MILES NORTH OF ELFRIDA, ARIZONA, BESIDE
 CF0377'U.S. HIGHWAY 666.
 CF0377'
 CF0377'TO REACH THE STATION FROM THE POST OFFICE IN ELFRIDA, ARIZONA TRAVEL
 CF0377'NORTH ON U.S. 666 FOR 10.3 MILES TO THE STATION ON THE LEFT.
 CF0377'
 CF0377'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---HAY 1982---THE
 CF0377'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST SET
 CF0377'LEVEL WITH THE GROUND.  IT IS 45.25 FEET WEST OF THE CENTER LINE OF
 CF0377'U.S. 666, 51 FEET EAST OF RIGHT-OF-WAY FENCE AND 4 FEET WEST OF A
 CF0377'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CF0377'CONCRETE 32 INCHES BELOW THE SURFACE MARK.
 CF0377'
 CF0377'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---HAY RM 1---SET
 CF0377'IN THE TOP OF A ROUND CONCRETE POST LEVEL WITH THE GROUND.
 CF0377'
 CF0377'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---HAY RM 2---SET
 CF0377'IN THE TOP OF A ROUND CONCRETE POST LEVEL WITH THE GROUND.
 CF0377'
 CF0377'NO AZIMUTH WAS SET FOR THIS STATION.  USE USGS TURKEY OR AZHD TELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1396 ***********************************************************************
 CZ1396  DESIGNATION -  HAY AZ MK
 CZ1396  PID         -  CZ1396
 CZ1396  STATE/COUNTY-  AZ/PINAL
 CZ1396  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1396
 CZ1396                         *CURRENT SURVEY CONTROL
 CZ1396  ___________________________________________________________________
 CZ1396* NAD 83(1986)-  32 54 14.     (N)    111 41 15.     (W)     SCALED    
 CZ1396* NAVD 88     -       430.72   (+/-2cm)    1413.1    (feet)  VERTCON   
 CZ1396  ___________________________________________________________________
 CZ1396  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1396
 CZ1396.The horizontal coordinates were scaled from a topographic map and have
 CZ1396.an estimated accuracy of +/- 6 seconds.
 CZ1396
 CZ1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1396.The vertical order pertains to the NGVD 29 superseded value.
 CZ1396
 CZ1396.The geoid height was determined by GEOID03.
 CZ1396
 CZ1396;                    North         East    Units  Estimated Accuracy
 CZ1396;SPC AZ C     -   211,120.      234,800.      MT  (+/- 180 meters Scaled)
 CZ1396
 CZ1396                          SUPERSEDED SURVEY CONTROL
 CZ1396
 CZ1396  NGVD 29 (??/??/92)  430.199  (m)         1411.41   (f) ADJ UNCH    2 0
 CZ1396
 CZ1396.Superseded values are not recommended for survey control.
 CZ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1396.See file dsdata.txt to determine how the superseded data were derived.
 CZ1396
 CZ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB357408(NAD 83)
 CZ1396_MARKER: DT = TOPOGRAPHIC STATION DISK
 CZ1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1396_STAMPING: HAY 1962
 CZ1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1396+STABILITY: SURFACE MOTION
 CZ1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1396+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2008
 CZ1396
 CZ1396  HISTORY     - Date     Condition        Report By
 CZ1396  HISTORY     - 1962     MONUMENTED       CGS
 CZ1396  HISTORY     - 20070910 GOOD             GEOCAC
 CZ1396  HISTORY     - 20080118 GOOD             INDIV
 CZ1396
 CZ1396                          STATION DESCRIPTION
 CZ1396
 CZ1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1396'5.65 MI NE FROM CASA GRANDE.
 CZ1396'0.1 MILE EAST ALONG SECOND STREET FROM THE POST OFFICE AT CASA GRANDE,
 CZ1396'THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST
 CZ1396'ALONG FLORENCE BLVD., TO A CANAL, THENCE 1.65 MILES NORTH ALONG A ROAD
 CZ1396'ON THE EAST SIDE OF THE CANAL, 31 FEET EAST OF THE CENTER OF THE ROAD,
 CZ1396'2.4 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET EAST OF A METAL
 CZ1396'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CZ1396
 CZ1396                          STATION RECOVERY (2007)
 CZ1396
 CZ1396'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1396'RECOVERED IN GOOD CONDITION.
 CZ1396
 CZ1396                          STATION RECOVERY (2008)
 CZ1396
 CZ1396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WGH)
 CZ1396'(CANAL ROAD IN ORIGINAL DESCRIPTION IS IN DISREPAIR AND HAS A LOCKED
 CZ1396'GATE  0.3 MILES SOUTH OF STATION)
 CZ1396'FROM INTERSECTION OF KORTSEN AND TREKELL ROADS IN CASA GRANDE, ARIZONA
 CZ1396' 
 CZ1396'FOLLOW KORTSEN ROAD 3.0 MILES EAST TO GRAVEL ROAD (HENNESS ROAD
 CZ1396'ALIGNMENT) THENCE SOUTH ALONG GRAVEL ROAD (0.35 MILES) TO STATION AS
 CZ1396'ORIGINALLY DESCRIBED (TELEPHONE POLE STILL EXISTS)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0363 ***********************************************************************
 CF0363  DESIGNATION -  HAY MOUNTAIN
 CF0363  PID         -  CF0363
 CF0363  STATE/COUNTY-  AZ/COCHISE
 CF0363  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0363
 CF0363                         *CURRENT SURVEY CONTROL
 CF0363  ___________________________________________________________________
 CF0363* NAD 83(1992)-  31 39 13.38077(N)    109 53 07.20184(W)     ADJUSTED  
 CF0363* NAVD 88     -      1617.9    (meters)    5308.     (feet)  VERTCON   
 CF0363  ___________________________________________________________________
 CF0363  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CF0363  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CF0363  HORZ ORDER  -  FIRST
 CF0363
 CF0363.The horizontal coordinates were established by classical geodetic methods
 CF0363.and adjusted by the National Geodetic Survey in August 1993.
 CF0363
 CF0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0363
 CF0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0363
 CF0363.The geoid height was determined by GEOID03.
 CF0363
 CF0363;                    North         East     Units Scale Factor Converg.
 CF0363;SPC AZ E     -    72,508.055   240,040.828   MT  0.99990878   +0 08 51.5
 CF0363;SPC AZ E     -   237,887.32    787,535.52   iFT  0.99990878   +0 08 51.5
 CF0363;UTM  12      - 3,502,593.394   605,682.970   MT  0.99973775   +0 35 06.0
 CF0363
 CF0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0363!SPC AZ E     -   0.99975032  x   0.99990878  =   0.99965913
 CF0363!UTM  12      -   0.99975032  x   0.99973775  =   0.99948814
 CF0363
 CF0363:                Primary Azimuth Mark                     Grid Az
 CF0363:SPC AZ E     -  MCNEAL                                   105 59 49.5
 CF0363:UTM  12      -  MCNEAL                                   105 33 35.0
 CF0363
 CF0363|---------------------------------------------------------------------|
 CF0363| PID    Reference Object                     Distance      Geod. Az  |
 CF0363|                                                           dddmmss.s |
 CF0363| CF0360 MCNEAL                              APPROX.21.3 KM 1060841.0 |
 CF0363| CC6652 HAY MOUNTAIN RM 1                     7.329 METERS 17518     |
 CF0363| CC7449 T21 20S R24E SECS 4 5 32 33                        2332958.7 |
 CF0363| CC6653 HAY MOUNTAIN RM 2                     7.056 METERS 27656     |
 CF0363| CF0362 PHOENIX EL PASO AWY BCN 17            4.601 METERS 31139     |
 CF0363|---------------------------------------------------------------------|
 CF0363
 CF0363                          SUPERSEDED SURVEY CONTROL
 CF0363
 CF0363  NAD 83(1986)-  31 39 13.37604(N)    109 53 07.19700(W) AD(       ) 1
 CF0363  NAD 27      -  31 39 13.04600(N)    109 53 04.92500(W) AD(       ) 1
 CF0363  NGVD 29 (07/19/86) 1617.0    (m)         5305.     (f) VERT ANG    3  
 CF0363
 CF0363.Superseded values are not recommended for survey control.
 CF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0363.See file dsdata.txt to determine how the superseded data were derived.
 CF0363
 CF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0568302593(NAD 83)
 CF0363_MARKER: DS = TRIANGULATION STATION DISK
 CF0363_SETTING: 66 = SET IN ROCK OUTCROP
 CF0363_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0363+STABILITY: POSITION/ELEVATION WELL
 CF0363
 CF0363  HISTORY     - Date     Condition        Report By
 CF0363  HISTORY     - 1938     MONUMENTED       CGS
 CF0363  HISTORY     - 1956     GOOD             USE
 CF0363  HISTORY     - 1957     GOOD             USGS
 CF0363  HISTORY     - 1961     GOOD             LOCSUR
 CF0363  HISTORY     - 1986     GOOD             AZDT
 CF0363
 CF0363                          STATION DESCRIPTION
 CF0363
 CF0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0363'STATION IS IN SEC. 34, R 24 E, T 20 S, AND IS ON THE SAME
 CF0363'HILL AS THE PHOENIX-EL PASO AIRWAY BEACON NO. 17.  IT IS ON
 CF0363'HAY MOUNTAIN, A PROMINENT, LONE MOUNTAIN RIDGE LYING IN THE
 CF0363'SADDLE BETWEEN THE MULE MOUNTAINS AND THE DRAGON MOUNTAINS.
 CF0363'IT IS ABOUT 12 MILES ESE OF TOMBSTONE AND ABOUT 15 MILES
 CF0363'N OF BISBEE.
 CF0363'
 CF0363'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 CF0363'IN A BOULDER AND OUTCROPPING BEDROCK.
 CF0363'
 CF0363'STATION IS REACHED FROM BISBEE BY GOING E ON U.S. HIGHWAY
 CF0363'80, 5.6 MILES FROM THE POST OFFICE TO A FORK IN THE PAVEMENT.
 CF0363'GO NE ON THE LEFT FORK, (THE EL FREDA ROAD), 0.3 MILE.  TURN
 CF0363'LEFT, N, ON THE GRADED ROAD AND GO 9.9 MILES TO A FORK.
 CF0363'TAKE THE LEFT FORK, SEMI-GRADED ROAD, AND GO NW 0.55 MILE TO
 CF0363'A FORK AT A GATE OF THE 47 RANCH, W.J. DAVIS.  TAKE THE
 CF0363'RIGHT FORK AND GO NW ALONG THE FENCE 0.9 MILE TO THE CORRALS.
 CF0363'GO THROUGH THE TWO BOARDS AT THE N SIDE OF THE CORRALS AND
 CF0363'CONTINUE W ON THE MAIN TRAVELLED TRACK ROAD 2.2 MILES TO A
 CF0363'FORK, RIGHT, LEADING TO RANCH BUILDINGS.  CONTINUE W,
 CF0363'STRAIGHT AHEAD, 0.5 MILE AND PASS THROUGH GATE.  CONTINUE NW
 CF0363'ON THE MAIN TRAVELLED ROAD 0.5 MILE TO FORK.  TAKE RIGHT FORK
 CF0363'0.15 MILE TO FORK.  TAKE LEFT FORK, NW, 1.3 MILES TO A
 CF0363'CATTLE GUARD AT THE JUNCTION OF THREE FENCES AND THE
 CF0363'G.L.O. PIPE USED AS THE AZIMUTH MARK, WHICH IS 29.6
 CF0363'FEET NE OF THE CATTLE GUARD.  THIS CATTLE GUARD IS 1.6
 CF0363'MILES SE OF THE CLARK RANCH.  CONTINUE NE ON THE TRACK ROAD
 CF0363'1.0 MILE TO A CONCRETE TANK AND WINDMILL ON RIGHT.  TURN
 CF0363'RIGHT THROUGH THE GATE AT THE TANK AND FOLLOW THE DIM
 CF0363'TRACK ROAD NE ACROSS THE WASH AND THEN GO RIGHT OR SE
 CF0363'AGAIN ALONG THE E SIDE OF THE WASH 0.9 MILE TO THE ENGINE
 CF0363'HOUSE FOR THE BEACON AND END OF TRUCK TRAVEL.  FOLLOW THE
 CF0363'POWER LINE TO THE TOP OF THE HILL AND STATION.  A 30 MINUTE
 CF0363'PACK.
 CF0363'
 CF0363'THE AZIMUTH MARK IS A STANDARD G.L.O. MARK.  IT IS SET IN THE
 CF0363'CORNER OF SECTIONS 32, 33, 4 AND 3, T 20 S, R 24 E.
 CF0363'
 CF0363'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 CF0363
 CF0363                          STATION RECOVERY (1956)
 CF0363
 CF0363'RECOVERY NOTE BY US ENGINEERS 1956
 CF0363'STATION RECOVERED AS DESCRIBED.
 CF0363'
 CF0363'AZIMUTH MARK NOT SEARCHED FOR.
 CF0363
 CF0363                          STATION RECOVERY (1957)
 CF0363
 CF0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0363'RECOVERED AS DESCRIBED BY NGS IN 1938 IN DESCRIPTION LIST 31 109
 CF0363'4, STATION 1003.  ALL MARKS IN GOOD CONDITION.
 CF0363'
 CF0363'NOTE - - NO TIE WAS MADE TO USGS STATION HAY.
 CF0363
 CF0363                          STATION RECOVERY (1961)
 CF0363
 CF0363'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961 (RRR)
 CF0363'STATION RECOVERED BY BEAR CR MIN CO.
 CF0363'
 CF0363'STATION FOUND IN GOOD CONDITION.  THE U.S.G.S. MARK IS
 CF0363'APPROXIMATELY ONE FOOT E AND ONE FOOT N OF THE STATION,
 CF0363'APPARENTLY TO MAKE TRIANGULATION STATION FARGO INTERVISIBLE.
 CF0363'THE SE LEG OF AIRWAY BEACON 17 OBSTRUCTS LINE OF SIGHT FROM
 CF0363'STATION TO FARGO.
 CF0363
 CF0363                          STATION RECOVERY (1986)
 CF0363
 CF0363'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0363'THE STATION MARK, REFERENCE MARKS, THE AZIMUTH MARK AND A USGS MARK
 CF0363'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE
 CF0363'STATION FOLLOWS.
 CF0363'
 CF0363'TO REACH THE STATION FROM THE UNION HIGH SCHOOL IN TOMBSTONE TRAVEL
 CF0363'SOUTH ALONG US HIGHWAY 80 FOR 3.7 MILES TO DAVIS ROAD ON THE LEFT.
 CF0363'TURN LEFT AND TRAVEL EAST FOR 9.4 MILES TO A DIRT ROAD LEFT WHICH
 CF0363'LEADS NORTHWEST TO THE AZIMUTH MARK.  CONTINUE AHEAD ON DAVIS ROAD FOR
 CF0363'2.2 MILES TO A DIRT ROAD ON THE LEFT AND A WINDMILL ON THE RIGHT.
 CF0363'TURN LEFT AND TRAVEL NORTH FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 CF0363'FORK FOR 0.6 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND TRAVEL
 CF0363'NORTHWEST 0.65 MILE TO A GATE IN FENCELINE.  TRAVEL NORTHWEST ALONG
 CF0363'THE SOUTHWEST SIDE OF THE FENCE TO ANOTHER GATE.  PASS THROUGH THE
 CF0363'GATE AND CONTINUE NORTHWEST ALONG THE NORTHEAST SIDE OF THE FENCE FOR
 CF0363'0.4 MILE TO A DIM ROAD LEFT WHICH LEADS NORTH.  TURN LEFT PASSING
 CF0363'BETWEEN TWO WOODEN POSTS FOR 0.1 MILE TO THE END OF TRUCK TRAVEL AT A
 CF0363'FENCE CORNER.  PACK NORTHEAST ALONG A POWER LINE TO THE HIGHEST POINT
 CF0363'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1395 ***********************************************************************
 CZ1395  DESIGNATION -  HAY RM 1
 CZ1395  PID         -  CZ1395
 CZ1395  STATE/COUNTY-  AZ/PINAL
 CZ1395  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1395
 CZ1395                         *CURRENT SURVEY CONTROL
 CZ1395  ___________________________________________________________________
 CZ1395* NAD 83(1986)-  32 54 31.     (N)    111 41 16.     (W)     SCALED    
 CZ1395* NAVD 88     -       430.02   (+/-2cm)    1410.8    (feet)  VERTCON   
 CZ1395  ___________________________________________________________________
 CZ1395  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1395
 CZ1395.The horizontal coordinates were scaled from a topographic map and have
 CZ1395.an estimated accuracy of +/- 6 seconds.
 CZ1395
 CZ1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1395.The vertical order pertains to the NGVD 29 superseded value.
 CZ1395
 CZ1395.The geoid height was determined by GEOID03.
 CZ1395
 CZ1395;                    North         East    Units  Estimated Accuracy
 CZ1395;SPC AZ C     -   211,640.      234,770.      MT  (+/- 180 meters Scaled)
 CZ1395
 CZ1395                          SUPERSEDED SURVEY CONTROL
 CZ1395
 CZ1395  NGVD 29 (??/??/92)  429.502  (m)         1409.12   (f) ADJ UNCH    2 0
 CZ1395
 CZ1395.Superseded values are not recommended for survey control.
 CZ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1395.See file dsdata.txt to determine how the superseded data were derived.
 CZ1395
 CZ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB356413(NAD 83)
 CZ1395_MARKER: DR = REFERENCE MARK DISK
 CZ1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1395_STAMPING: HAY NO. 1 1962
 CZ1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1395+STABILITY: SURFACE MOTION
 CZ1395
 CZ1395  HISTORY     - Date     Condition        Report By
 CZ1395  HISTORY     - 1962     MONUMENTED       CGS
 CZ1395  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1395
 CZ1395                          STATION DESCRIPTION
 CZ1395
 CZ1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1395'6.15 MI NE FROM CASA GRANDE.
 CZ1395'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1395'THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1395'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1395'CANAL FOR 2.05 MILES TO CROSSROADS AND THE MARK, 28 FT. WEST OF THE
 CZ1395'CENTER OF A GRAVEL ROAD, 16 FT. NORTH OF THE CENTER OF A DIRT ROAD, 8
 CZ1395'FT. EAST OF THE EAST EDGE OF A IRRIGATION DITCH, 37.5 FT. SOUTH OF A
 CZ1395'STEEL WITNESS POST, A STANDARD DISK SET IN TOP OF A CONCRETE POST
 CZ1395'PROJECTING 6 INCHES.
 CZ1395
 CZ1395                          STATION RECOVERY (2007)
 CZ1395
 CZ1395'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1395'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1393 ***********************************************************************
 CZ1393  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ1393  DESIGNATION -  HAY RM 2
 CZ1393  PID         -  CZ1393
 CZ1393  STATE/COUNTY-  AZ/PINAL
 CZ1393  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1393
 CZ1393                         *CURRENT SURVEY CONTROL
 CZ1393  ___________________________________________________________________
 CZ1393* NAD 83(2007)-  32 54 32.80341(N)    111 41 16.69695(W)     ADJUSTED  
 CZ1393* NAVD 88     -       429.66   (meters)    1409.6    (feet)  GPS OBS   
 CZ1393  ___________________________________________________________________
 CZ1393  EPOCH DATE  -        2007.00
 CZ1393  X           -  -1,980,905.467 (meters)                     COMP
 CZ1393  Y           -  -4,980,839.154 (meters)                     COMP
 CZ1393  Z           -   3,445,717.742 (meters)                     COMP
 CZ1393  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CZ1393  ELLIP HEIGHT-         399.565 (meters)          (04/23/08) ADJUSTED
 CZ1393  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1393  HORZ ORDER  -  B
 CZ1393  ELLP ORDER  -  FOURTH    CLASS I
 CZ1393
 CZ1393.The horizontal coordinates were established by GPS observations
 CZ1393.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ1393
 CZ1393.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1393.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1393.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1393.The epoch date for horizontal control is a decimal equivalence
 CZ1393.of Year/Month/Day.
 CZ1393
 CZ1393.The orthometric height was determined by GPS observations and a
 CZ1393.high-resolution geoid model.
 CZ1393.The orthometric height was determined by GPS observations and a
 CZ1393.high-resolution geoid model using precise GPS observation and
 CZ1393.processing techniques.
 CZ1393
 CZ1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1393
 CZ1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1393
 CZ1393.The ellipsoidal height was determined by GPS observations
 CZ1393.and is referenced to NAD 83.
 CZ1393
 CZ1393.The geoid height was determined by GEOID03.
 CZ1393
 CZ1393;                    North         East     Units Scale Factor Converg.
 CZ1393;SPC AZ C     -   211,695.941   234,752.080   MT  0.99990564   +0 07 27.3
 CZ1393;SPC AZ C     -   694,540.49    770,183.99   iFT  0.99990564   +0 07 27.3
 CZ1393;UTM  12      - 3,641,421.025   435,666.130   MT  0.99965103   -0 22 25.7
 CZ1393
 CZ1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1393!SPC AZ C     -   0.99993727  x   0.99990564  =   0.99984292
 CZ1393!UTM  12      -   0.99993727  x   0.99965103  =   0.99958832
 CZ1393
 CZ1393                          SUPERSEDED SURVEY CONTROL
 CZ1393
 CZ1393  NGVD 29 (??/??/92)  429.519  (m)         1409.18   (f) ADJ UNCH    2 0
 CZ1393
 CZ1393.Superseded values are not recommended for survey control.
 CZ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1393.See file dsdata.txt to determine how the superseded data were derived.
 CZ1393
 CZ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3566641421(NAD 83)
 CZ1393_MARKER: DR = REFERENCE MARK DISK
 CZ1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1393_STAMPING: HAY NO. 2 1962
 CZ1393_MARK LOGO: CGS   
 CZ1393_PROJECTION: FLUSH
 CZ1393_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1393+STABILITY: SURFACE MOTION
 CZ1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1393+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1393
 CZ1393  HISTORY     - Date     Condition        Report By
 CZ1393  HISTORY     - 1962     MONUMENTED       CGS
 CZ1393  HISTORY     - 20030324 GOOD             MHD
 CZ1393  HISTORY     - 20050630 GOOD             EVANS
 CZ1393  HISTORY     - 20061205 GOOD             MHD
 CZ1393  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1393
 CZ1393                          STATION DESCRIPTION
 CZ1393
 CZ1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1393'6.15 MI NE FROM CASA GRANDE.
 CZ1393'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1393'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1393'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1393'CANAL FOR 2.05 MILES TO CROSSROADS AND THE MARK, 29 FT. WEST OF THE
 CZ1393'CENTER OF A GRAVEL ROAD, 11 FT. SOUTHWEST OF A PIPELINE CONTROL VALVE,
 CZ1393'7 FT. EAST OF THE EAST EDGE OF A IRRIGATION DITCH, 35 FT. NORTH OF A
 CZ1393'STEEL WITNESS POST, A STANDARD DISK SET IN TOP OF A CONCRETE POST
 CZ1393'PROJECTING 6 INCHES.
 CZ1393
 CZ1393                          STATION RECOVERY (2003)
 CZ1393
 CZ1393'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (JHD)
 CZ1393'RECOVERED IN GOOD CONDITION.
 CZ1393
 CZ1393                          STATION RECOVERY (2005)
 CZ1393
 CZ1393'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 CZ1393'RECOVERED IN GOOD CONDITION.
 CZ1393
 CZ1393                          STATION RECOVERY (2006)
 CZ1393
 CZ1393'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (MHD)
 CZ1393'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ1393' 
 CZ1393'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF
 CZ1393'COOLIDGE, 10.4 MI (16.8 KM) SOUTHWEST OF BLACKWATER AND 4.5 MI (7.2
 CZ1393'KM) EAST-NORTHEAST OF CASA GRANDE AND IS LOCATED IN EL PASO GAS LINE
 CZ1393'RIGHT-OF-WAY.
 CZ1393' 
 CZ1393'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 CZ1393'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 CZ1393'FLORENCE BOULEVARD  1.0 MI (1.6 KM) TO TREKELL ROAD.  TURN LEFT AND GO
 CZ1393'NORTH ON TREKELL ROAD 2.0 MI (3.2 KM) TO KORTSEN ROAD.  TURN RIGHT AND
 CZ1393'GO EAST ON KORTSEN ROAD 3.1 MI (5.0 KM) TO END AT INTERSTATE 10
 CZ1393'RIGHT-OF-WAY.  STATION IS A USCGS STANDARD BRASS DISK IN CONCRETE, 100
 CZ1393'FT (30 M) NORTH OF KORTSEN ROAD AND 100 FT (30 M) WEST OF THE
 CZ1393'INTERSTATE 10 RIGHT-OF-WAY FENCE AT THE SOUTHWEST CORNER OF EL PASO
 CZ1393'GAS ENCLOSURE.
 CZ1393
 CZ1393                          STATION RECOVERY (2007)
 CZ1393
 CZ1393'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0902 ***********************************************************************
 DU0902  DESIGNATION -  HAYDEN AZ MK
 DU0902  PID         -  DU0902
 DU0902  STATE/COUNTY-  AZ/MARICOPA
 DU0902  USGS QUAD   -  TEMPE (1982)
 DU0902
 DU0902                         *CURRENT SURVEY CONTROL
 DU0902  ___________________________________________________________________
 DU0902* NAD 83(1986)-  33 27 55.     (N)    111 54 32.     (W)     SCALED    
 DU0902* NAVD 88     -       372.22   (+/-2cm)    1221.2    (feet)  VERTCON   
 DU0902  ___________________________________________________________________
 DU0902  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0902
 DU0902.The horizontal coordinates were scaled from a topographic map and have
 DU0902.an estimated accuracy of +/- 6 seconds.
 DU0902
 DU0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0902.The vertical order pertains to the NGVD 29 superseded value.
 DU0902
 DU0902.The geoid height was determined by GEOID03.
 DU0902
 DU0902;                    North         East    Units  Estimated Accuracy
 DU0902;SPC AZ C     -   273,350.      214,080.      MT  (+/- 180 meters Scaled)
 DU0902
 DU0902                          SUPERSEDED SURVEY CONTROL
 DU0902
 DU0902  NGVD 29 (??/??/92)  371.619  (m)         1219.22   (f) ADJ UNCH    2 0
 DU0902
 DU0902.Superseded values are not recommended for survey control.
 DU0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0902.See file dsdata.txt to determine how the superseded data were derived.
 DU0902
 DU0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155032(NAD 83)
 DU0902_MARKER: DZ = AZIMUTH MARK DISK
 DU0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0902_SP_SET: CONCRETE BOX
 DU0902_STAMPING: HAYDEN 1963
 DU0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0902
 DU0902  HISTORY     - Date     Condition        Report By
 DU0902  HISTORY     - 1963     MONUMENTED       CGS
 DU0902  HISTORY     - 1970     GOOD             NGS
 DU0902  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0902
 DU0902                          STATION DESCRIPTION
 DU0902
 DU0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0902'1.0 MI E FROM SCOTTSDALE.
 DU0902'1.0 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0902'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF
 DU0902'EAST MCDOWELL ROAD AND HAYDEN ROAD, SET IN TOP OF CONCRETE CURB AT THE
 DU0902'SOUTHWEST CORNER OF THE INTERSECTION, 6 FEET NORTHEAST OF A POWER
 DU0902'POLE, 8 FEET NORTHWEST OF A CONCRETE IRRIGATION CONTROL BOX, AND ABOUT
 DU0902'LEVEL WITH THE ROAD.
 DU0902
 DU0902                          STATION RECOVERY (1970)
 DU0902
 DU0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0902'RECOVERED IN GOOD CONDITION.
 DU0902
 DU0902                          STATION RECOVERY (2006)
 DU0902
 DU0902'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0902'THE WATER BOX WAS FOUND. THE ROADS AT THIS INTERSECTION HAVE BEEN
 DU0902'WIDENED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0901 ***********************************************************************
 DU0901  DESIGNATION -  HAYDEN RM 1
 DU0901  PID         -  DU0901
 DU0901  STATE/COUNTY-  AZ/MARICOPA
 DU0901  USGS QUAD   -  TEMPE (1982)
 DU0901
 DU0901                         *CURRENT SURVEY CONTROL
 DU0901  ___________________________________________________________________
 DU0901* NAD 83(1986)-  33 27 34.     (N)    111 54 33.     (W)     SCALED    
 DU0901* NAVD 88     -       369.69   (+/-2cm)    1212.9    (feet)  VERTCON   
 DU0901  ___________________________________________________________________
 DU0901  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0901
 DU0901.The horizontal coordinates were scaled from a topographic map and have
 DU0901.an estimated accuracy of +/- 6 seconds.
 DU0901
 DU0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0901.The vertical order pertains to the NGVD 29 superseded value.
 DU0901
 DU0901.The geoid height was determined by GEOID03.
 DU0901
 DU0901;                    North         East    Units  Estimated Accuracy
 DU0901;SPC AZ C     -   272,700.      214,060.      MT  (+/- 180 meters Scaled)
 DU0901
 DU0901                          SUPERSEDED SURVEY CONTROL
 DU0901
 DU0901  NGVD 29 (??/??/92)  369.089  (m)         1210.92   (f) ADJ UNCH    2 0
 DU0901
 DU0901.Superseded values are not recommended for survey control.
 DU0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0901.See file dsdata.txt to determine how the superseded data were derived.
 DU0901
 DU0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155025(NAD 83)
 DU0901_MARKER: DR = REFERENCE MARK DISK
 DU0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0901_SP_SET: CURB
 DU0901_STAMPING: HAYDEN NO 1 1963
 DU0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0901
 DU0901  HISTORY     - Date     Condition        Report By
 DU0901  HISTORY     - 1963     MONUMENTED       CGS
 DU0901  HISTORY     - 1970     GOOD             NGS
 DU0901
 DU0901                          STATION DESCRIPTION
 DU0901
 DU0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0901'1.4 MI SE FROM SCOTTSDALE.
 DU0901'1.0 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0901'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0901'ALONG HAYDEN ROAD, AT THE ENTRANCE TO A SMALL CATHOLIC SCHOOL, 39.0
 DU0901'FEET NORTH-NORTHEAST OF TRAVERSE STATION HAYDEN, 16 FEET SOUTH OF THE
 DU0901'CENTER OF ENTRANCE TO THE CATHOLIC SCHOOL, 41 FEET NORTH OF POWER POLE
 DU0901'NO. 315, AND SET IN THE TOP OF THE WEST CONCRETE CURB OF HAYDEN ROAD.
 DU0901
 DU0901                          STATION RECOVERY (1970)
 DU0901
 DU0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0900 ***********************************************************************
 DU0900  DESIGNATION -  HAYDEN RM 2
 DU0900  PID         -  DU0900
 DU0900  STATE/COUNTY-  AZ/MARICOPA
 DU0900  USGS QUAD   -  TEMPE (1982)
 DU0900
 DU0900                         *CURRENT SURVEY CONTROL
 DU0900  ___________________________________________________________________
 DU0900* NAD 83(1986)-  33 27 34.     (N)    111 54 33.     (W)     SCALED    
 DU0900* NAVD 88     -       369.62   (+/-2cm)    1212.7    (feet)  VERTCON   
 DU0900  ___________________________________________________________________
 DU0900  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0900
 DU0900.The horizontal coordinates were scaled from a topographic map and have
 DU0900.an estimated accuracy of +/- 6 seconds.
 DU0900
 DU0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0900.The vertical order pertains to the NGVD 29 superseded value.
 DU0900
 DU0900.The geoid height was determined by GEOID03.
 DU0900
 DU0900;                    North         East    Units  Estimated Accuracy
 DU0900;SPC AZ C     -   272,700.      214,060.      MT  (+/- 180 meters Scaled)
 DU0900
 DU0900                          SUPERSEDED SURVEY CONTROL
 DU0900
 DU0900  NGVD 29 (??/??/92)  369.013  (m)         1210.67   (f) ADJ UNCH    2 0
 DU0900
 DU0900.Superseded values are not recommended for survey control.
 DU0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0900.See file dsdata.txt to determine how the superseded data were derived.
 DU0900
 DU0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155025(NAD 83)
 DU0900_MARKER: DR = REFERENCE MARK DISK
 DU0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0900_SP_SET: CURB
 DU0900_STAMPING: HAYDEN NO 2 1963
 DU0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0900
 DU0900  HISTORY     - Date     Condition        Report By
 DU0900  HISTORY     - 1963     MONUMENTED       CGS
 DU0900  HISTORY     - 1970     GOOD             NGS
 DU0900
 DU0900                          STATION DESCRIPTION
 DU0900
 DU0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0900'1.4 MI SE FROM SCOTTSDALE.
 DU0900'1.0 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0900'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.4 MILE SOUTH
 DU0900'ALONG HAYDEN ROAD, AT THE ENTRANCE TO A SMALL CATHOLIC SCHOOL, 40.7
 DU0900'FEET SOUTH-SOUTHEAST OF TRAVERSE STATION HAYDEN, 93 FEET SOUTH OF THE
 DU0900'CENTER OF ENTRANCE TO THE CATHOLIC SCHOOL, 37 FEET SOUTH OF POWER POLE
 DU0900'NO. 315, AND SET IN THE TOP OF THE WEST CONCRETE CURB OF HAYDEN ROAD.
 DU0900
 DU0900                          STATION RECOVERY (1970)
 DU0900
 DU0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1283 ***********************************************************************
 DA1283  DESIGNATION -  HAYES
 DA1283  PID         -  DA1283
 DA1283  STATE/COUNTY-  AZ/PIMA
 DA1283  USGS QUAD   -  ANTELOPE HILLS (1990)
 DA1283
 DA1283                         *CURRENT SURVEY CONTROL
 DA1283  ___________________________________________________________________
 DA1283* NAD 83(1992)-  32 11 54.30038(N)    113 16 44.42551(W)     ADJUSTED  
 DA1283* NAVD 88     -       467.8    (meters)    1535.     (feet)  VERTCON   
 DA1283  ___________________________________________________________________
 DA1283  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DA1283  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DA1283  HORZ ORDER  -  THIRD
 DA1283
 DA1283.The horizontal coordinates were established by classical geodetic methods
 DA1283.and adjusted by the National Geodetic Survey in August 1993.
 DA1283
 DA1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1283
 DA1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1283
 DA1283.The geoid height was determined by GEOID03.
 DA1283
 DA1283;                    North         East     Units Scale Factor Converg.
 DA1283;SPC AZ C     -   133,680.760    84,913.744   MT  1.00010340   -0 43 33.7
 DA1283;SPC AZ C     -   438,585.17    278,588.40   iFT  1.00010340   -0 43 33.7
 DA1283;UTM  12      - 3,564,706.361   285,175.796   MT  1.00016915   -1 12 53.4
 DA1283
 DA1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1283!SPC AZ C     -   0.99993169  x   1.00010340  =   1.00003508
 DA1283!UTM  12      -   0.99993169  x   1.00016915  =   1.00010083
 DA1283
 DA1283:                Primary Azimuth Mark                     Grid Az
 DA1283:SPC AZ C     -  GROWLER                                  036 06 30.4
 DA1283:UTM  12      -  GROWLER                                  036 35 50.1
 DA1283
 DA1283|---------------------------------------------------------------------|
 DA1283| PID    Reference Object                     Distance      Geod. Az  |
 DA1283|                                                           dddmmss.s |
 DA1283| DA1411 GROWLER                             APPROX.28.8 KM 0352256.7 |
 DA1283|---------------------------------------------------------------------|
 DA1283
 DA1283                          SUPERSEDED SURVEY CONTROL
 DA1283
 DA1283  NAD 83(1986)-  32 11 54.27675(N)    113 16 44.42929(W) AD(       ) 3
 DA1283  NGVD 29 (06/20/88)  467.1    (m)         1532.     (f) VERT ANG    3  
 DA1283
 DA1283.Superseded values are not recommended for survey control.
 DA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1283.See file dsdata.txt to determine how the superseded data were derived.
 DA1283
 DA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8517664706(NAD 83)
 DA1283_MARKER: DS = TRIANGULATION STATION DISK
 DA1283_SETTING: 66 = SET IN ROCK OUTCROP
 DA1283_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1283+STABILITY: POSITION/ELEVATION WELL
 DA1283
 DA1283  HISTORY     - Date     Condition        Report By
 DA1283  HISTORY     - 1962     MONUMENTED       AMS
 DA1283
 DA1283                          STATION DESCRIPTION
 DA1283
 DA1283'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1283'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1283'
 DA1283'LOCATED ABOUT 28 MI WSW. OF AJO, 7 MI N. OF PAPAGO WELL.  ON
 DA1283'HIGHEST POINT OF SMALL LONE MOUNTAIN.
 DA1283'
 DA1283'REACHED BY HELICOPTER.
 DA1283'
 DA1283'STATION MARK--USE DISK STAMPED---HAYES ARMY MAP SERVICE 1962---,
 DA1283'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 DA1283'
 DA1283'RM 1--USE RM DISK STAMPED---HAYES RM NO 1 ARMY MAP SERVICE 1962---,
 DA1283'CEMENTED IN DRILL HOLE IN ROCK.
 DA1283'
 DA1283'RM 2--USE RM DISK STAMPED---HAYES RM NO 2 ARMY MAP SERVICE 1962---,
 DA1283'CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1008 ***********************************************************************
 ES1008  DESIGNATION -  HEAD
 ES1008  PID         -  ES1008
 ES1008  STATE/COUNTY-  AZ/COCONINO
 ES1008  USGS QUAD   -  STONEMAN LAKE (1965)
 ES1008
 ES1008                         *CURRENT SURVEY CONTROL
 ES1008  ___________________________________________________________________
 ES1008* NAD 83(1992)-  34 48 59.32011(N)    111 36 16.32121(W)     ADJUSTED  
 ES1008* NAVD 88     -      2014.9    (meters)    6611.     (feet)  VERTCON   
 ES1008  ___________________________________________________________________
 ES1008  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 ES1008  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES1008  HORZ ORDER  -  SECOND
 ES1008
 ES1008.The horizontal coordinates were established by classical geodetic methods
 ES1008.and adjusted by the National Geodetic Survey in August 1993.
 ES1008
 ES1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1008
 ES1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1008
 ES1008.The geoid height was determined by GEOID03.
 ES1008
 ES1008;                    North         East     Units Scale Factor Converg.
 ES1008;SPC AZ C     -   423,260.911   241,914.716   MT  0.99991005   +0 10 41.6
 ES1008;SPC AZ C     - 1,388,651.28    793,683.45   iFT  0.99991005   +0 10 41.6
 ES1008;UTM  12      - 3,852,857.994   444,712.059   MT  0.99963767   -0 20 42.6
 ES1008
 ES1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1008!SPC AZ C     -   0.99968756  x   0.99991005  =   0.99959763
 ES1008!UTM  12      -   0.99968756  x   0.99963767  =   0.99932534
 ES1008
 ES1008|---------------------------------------------------------------------|
 ES1008| PID    Reference Object                     Distance      Geod. Az  |
 ES1008|                                                           dddmmss.s |
 ES1008| CH2471 HEAD RM 3 AZIMUTH                   190.567 METERS 11225     |
 ES1008| CH2469 HEAD RM 1                            25.475 METERS 12533     |
 ES1008| CH2470 HEAD RM 2                            25.024 METERS 28710     |
 ES1008| ES0542 WOP                                 APPROX. 3.6 KM 3582827.3 |
 ES1008|---------------------------------------------------------------------|
 ES1008
 ES1008                          SUPERSEDED SURVEY CONTROL
 ES1008
 ES1008  NAD 83(1986)-  34 48 59.31552(N)    111 36 16.31844(W) AD(       ) 2
 ES1008  NAD 27      -  34 48 59.25240(N)    111 36 13.76980(W) AD(       ) 2
 ES1008  NGVD 29 (07/19/86) 2014.0    (m)         6608.     (f) VERT ANG    3  
 ES1008
 ES1008.Superseded values are not recommended for survey control.
 ES1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1008.See file dsdata.txt to determine how the superseded data were derived.
 ES1008
 ES1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4471252858(NAD 83)
 ES1008_MARKER: DS = TRIANGULATION STATION DISK
 ES1008_SETTING: 80 = SET IN A BOULDER
 ES1008_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1008
 ES1008  HISTORY     - Date     Condition        Report By
 ES1008  HISTORY     - 1959     MONUMENTED       CGS
 ES1008
 ES1008                          STATION DESCRIPTION
 ES1008
 ES1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1008'THE STATION IS ON THE WEST END OF A TREE COVERED EAST-WEST
 ES1008'RIDGE THAT IS ABOUT 28 MILES SOUTH OF FLAGSTAFF, 11 MILES
 ES1008'SOUTHEAST OF SEDONA, 0.5 MILE NORTH OF COCONINO-YAVAPAI COUNTY
 ES1008'LINE, 0.2 MILE EAST OF INTERSTATE HIGHWAY 17 AND 150 YARDS
 ES1008'SOUTH OF THE HEAD OF A DRAW.
 ES1008'
 ES1008'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 ES1008'89A IN THE WEST SIDE OF FLAGSTAFF, GO SOUTH ON U.S. HIGHWAY 89A
 ES1008'FOR 5 MILES TO A T-ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 ES1008'0.9 MILE TO INTERSTATE HIGHWAY 17.  TURN RIGHT AND FOLLOW THE
 ES1008'HIGHWAY SOUTH 24.8 MILES TO THE MOUTH OF A SMALL DRAW ON THE
 ES1008'LEFT, EAST, AND JUST BEFORE REACHING A ROCK CUT.  THIS IS THE
 ES1008'END OF TRUCK TRAVEL.  PACK UP AND ALONG THE SOUTH SIDE OF THE
 ES1008'DRAW FOR ABOUT 0.2 MILE TO THE STATION.  A 20 MINUTE PACK WITH
 ES1008'A LOAD.
 ES1008'
 ES1008'THE STATION IS A STANDARD DISK, STAMPED HEAD 1959, CEMENTED IN
 ES1008'A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES AND IS 31.2
 ES1008'FEET NORTHEAST OF A WITNESS POST.
 ES1008'
 ES1008'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEAD NO 1 1959,
 ES1008'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES
 ES1008'AND IS 99.5 FEET SOUTHEAST OF THE WITNESS POST.
 ES1008'
 ES1008'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEAD NO 2 1959,
 ES1008'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 9 INCHES
 ES1008'AND IS 66.8 FEET WEST OF THE WITNESS POST.
 ES1008'
 ES1008'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HEAD NO 3 1959,
 ES1008'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0890 ***********************************************************************
 FR0890  DESIGNATION -  HEARST
 FR0890  PID         -  FR0890
 FR0890  STATE/COUNTY-  AZ/COCONINO
 FR0890  USGS QUAD   -  HEARST MOUNTAIN (1989)
 FR0890
 FR0890                         *CURRENT SURVEY CONTROL
 FR0890  ___________________________________________________________________
 FR0890* NAD 83(1992)-  35 15 48.57768(N)    112 16 11.06156(W)     ADJUSTED  
 FR0890* NAVD 88     -      2203.     (meters)    7228.     (feet)  SCALED    
 FR0890  ___________________________________________________________________
 FR0890  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 FR0890  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FR0890  HORZ ORDER  -  SECOND
 FR0890
 FR0890.The horizontal coordinates were established by classical geodetic methods
 FR0890.and adjusted by the National Geodetic Survey in August 1993.
 FR0890
 FR0890.The orthometric height was scaled from a topographic map.
 FR0890
 FR0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0890
 FR0890.The geoid height was determined by GEOID03.
 FR0890
 FR0890;                    North         East     Units Scale Factor Converg.
 FR0890;SPC AZ C     -   472,861.228   181,235.451   MT  0.99991271   -0 12 13.8
 FR0890;SPC AZ C     - 1,551,381.98    594,604.50   iFT  0.99991271   -0 12 13.8
 FR0890;UTM  12      - 3,903,003.089   384,503.658   MT  0.99976439   -0 43 59.3
 FR0890
 FR0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0890!SPC AZ C     -   0.99965810  x   0.99991271  =   0.99957084
 FR0890!UTM  12      -   0.99965810  x   0.99976439  =   0.99942257
 FR0890
 FR0890:                Primary Azimuth Mark                     Grid Az
 FR0890:SPC AZ C     -  SISTER                                   079 17 50.2
 FR0890:UTM  12      -  SISTER                                   079 49 35.7
 FR0890
 FR0890|---------------------------------------------------------------------|
 FR0890| PID    Reference Object                     Distance      Geod. Az  |
 FR0890|                                                           dddmmss.s |
 FR0890| FR0863 SISTER                              APPROX. 3.5 KM 0790536.4 |
 FR0890| CH2473 HEARST RM 2                           5.472 METERS 13403     |
 FR0890| CH2472 HEARST RM 1                           5.432 METERS 26726     |
 FR0890|---------------------------------------------------------------------|
 FR0890
 FR0890                          SUPERSEDED SURVEY CONTROL
 FR0890
 FR0890  NAD 83(1986)-  35 15 48.57574(N)    112 16 11.05792(W) AD(       ) 2
 FR0890  NAD 27      -  35 15 48.53310(N)    112 16 08.43550(W) AD(       ) 2
 FR0890
 FR0890.Superseded values are not recommended for survey control.
 FR0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0890.See file dsdata.txt to determine how the superseded data were derived.
 FR0890
 FR0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8450403003(NAD 83)
 FR0890_MARKER: DS = TRIANGULATION STATION DISK
 FR0890_SETTING: 80 = SET IN A BOULDER
 FR0890_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0890
 FR0890  HISTORY     - Date     Condition        Report By
 FR0890  HISTORY     - 1958     MONUMENTED       CGS
 FR0890  HISTORY     - 1980     GOOD             AZDT
 FR0890
 FR0890                          STATION DESCRIPTION
 FR0890
 FR0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0890'THE STATION IS ON THE HIGHEST POINT OF HEARST MOUNTAIN, ABOUT
 FR0890'4.5 MILES NORTHWEST OF WILLIAMS.
 FR0890'
 FR0890'TO REACH THE STATION FROM THE ARIZONA STATE HIGHWAY WEIGH STATION
 FR0890'AT THE WEST EDGE OF WILLIAMS, GO WEST ON U.S. HIGHWAY 66 AND 89
 FR0890'FOR 1.4 MILES TO A PAVED ROAD ON THE RIGHT AT A SIGN WILLIAMS
 FR0890'COUNTRY CLUB.  TURN RIGHT AND GO 2.7 MILES ON AN OILED AND THEN
 FR0890'GRAVELED ROAD TO A DIM TRACK ROAD LEFT, TURN LEFT 0.6 MILE TO A
 FR0890'FORK.  TAKE THE RIGHT FORK AND GO 0.3 MILE TO A DOUBLE PINE TREE
 FR0890'WITH THREE NOTCHES ON THE EAST SIDE, HERE TURN LEFT LEAVING THE
 FR0890'ROAD AND PICK A WAY THROUGH THE TREES AND BRUSH FOR 0.2 MILE
 FR0890'TO A NORTH-SOUTH FENCE AND THE END OF TRUCK TRAVEL.  FROM
 FR0890'HERE PACK WEST AND NORTH TO THE TOP OF A HILL AND THE
 FR0890'STATION, ABOUT A 1/2 HOUR PACK.
 FR0890'
 FR0890'THE STATION IS A STANDARD DISK, STAMPED HEARST 1958, CEMENTED
 FR0890'IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS 3 FEET,
 FR0890'IT IS 15 FEET SOUTHWEST OF A WITNESS SIGN POST.
 FR0890'
 FR0890'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEARST NO 1 1958,
 FR0890'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 FEET AND IS
 FR0890'4 FEET LOWER THAN THE STATION.
 FR0890'
 FR0890'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEARST NO 2 1958,
 FR0890'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 30 INCHES.
 FR0890'IT IS 14 FEET SOUTH OF A WITNESS SIGN POST AND THE SAME ELEVATION
 FR0890'AS THE STATION.
 FR0890
 FR0890                          STATION RECOVERY (1980)
 FR0890
 FR0890'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0890'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0890'CONDITION AND AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0890'
 FR0890'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS TRAVEL NORTH ON
 FR0890'FIRST STREET 1 BLOCK TO THE EAST BOUND LANE OF US HIGHWAY 66, CONTINUE
 FR0890'NORTH FOR 1 BLOCK TO THE WEST BOUND LANE OF US HIGHWAY 66.  TURN LEFT
 FR0890'AND TRAVEL WEST FOR 2.0 MILES TO A ROAD RIGHT AND SIGN, WILLIAMS
 FR0890'COUNTRY CLUB.  TURN RIGHT PASSING UNDER THE RAILROAD FOR 1.6 MILES TO
 FR0890'A CATTLE GUARD AND END OF PAVEMENT, CONTINUE NORTH FOR 0.85 MILE TO
 FR0890'FOREST ROAD 15 ON THE LEFT.  TURN LEFT AND CONTINUE ALONG FOREST ROAD
 FR0890'15 FOR 0.5 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND TRAVEL NORTH
 FR0890'FOR 0.1 MILE TO A FORK, TAKE LEFT FORK 0.2 MILE TO TO A FORK, TAKE THE
 FR0890'RIGHT FORK 0.37 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.5 MILE TO A
 FR0890'NORTH SOUTH FENCE LINE AND END OF TRUCK TRAVEL.  PACK WEST UP THE HILL
 FR0890'TO THE SOUTHWEST 1 OF 2 KNOBS AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1284 ***********************************************************************
 DA1284  DESIGNATION -  HEART
 DA1284  PID         -  DA1284
 DA1284  STATE/COUNTY-  AZ/YUMA
 DA1284  USGS QUAD   -  ISLA PINTA (1990)
 DA1284
 DA1284                         *CURRENT SURVEY CONTROL
 DA1284  ___________________________________________________________________
 DA1284* NAD 83(1992)-  32 21 29.91978(N)    113 36 59.75844(W)     ADJUSTED  
 DA1284* NAVD 88     -       736.9    (meters)    2418.     (feet)  VERTCON   
 DA1284  ___________________________________________________________________
 DA1284  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DA1284  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DA1284  HORZ ORDER  -  THIRD
 DA1284
 DA1284.The horizontal coordinates were established by classical geodetic methods
 DA1284.and adjusted by the National Geodetic Survey in August 1993.
 DA1284
 DA1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1284
 DA1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1284
 DA1284.The geoid height was determined by GEOID03.
 DA1284
 DA1284;                    North         East     Units Scale Factor Converg.
 DA1284;SPC AZ W     -   150,608.988   225,915.326   MT  0.99993528   +0 04 17.0
 DA1284;SPC AZ W     -   494,123.98    741,192.01   iFT  0.99993528   +0 04 17.0
 DA1284;UTM  12      - 3,583,163.292   253,777.334   MT  1.00034768   -1 24 04.1
 DA1284
 DA1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1284!SPC AZ W     -   0.99988947  x   0.99993528  =   0.99982476
 DA1284!UTM  12      -   0.99988947  x   1.00034768  =   1.00023712
 DA1284
 DA1284:                Primary Azimuth Mark                     Grid Az
 DA1284:SPC AZ W     -  MONREAL                                  028 02 22.3
 DA1284:UTM  12      -  MONREAL                                  029 30 43.4
 DA1284
 DA1284|---------------------------------------------------------------------|
 DA1284| PID    Reference Object                     Distance      Geod. Az  |
 DA1284|                                                           dddmmss.s |
 DA1284| DA1291 MONREAL                             APPROX.17.2 KM 0280639.3 |
 DA1284|---------------------------------------------------------------------|
 DA1284
 DA1284                          SUPERSEDED SURVEY CONTROL
 DA1284
 DA1284  NAD 83(1986)-  32 21 29.89921(N)    113 36 59.77366(W) AD(       ) 3
 DA1284  NGVD 29 (06/20/88)  736.2    (m)         2415.     (f) VERT ANG    3  
 DA1284
 DA1284.Superseded values are not recommended for survey control.
 DA1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1284.See file dsdata.txt to determine how the superseded data were derived.
 DA1284
 DA1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA5377783163(NAD 83)
 DA1284_MARKER: DS = TRIANGULATION STATION DISK
 DA1284_SETTING: 66 = SET IN ROCK OUTCROP
 DA1284_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1284+STABILITY: POSITION/ELEVATION WELL
 DA1284
 DA1284  HISTORY     - Date     Condition        Report By
 DA1284  HISTORY     - 1962     MONUMENTED       AMS
 DA1284
 DA1284                          STATION DESCRIPTION
 DA1284
 DA1284'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1284'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1284'
 DA1284'LOCATED ABOUT 45 MI W. OF AJO, 28 MI S. OF STOVAL.  ON HIGHEST
 DA1284'POINT OF MOUNTAIN AT NORTH END OF SIERRA PINTA RANGE, AT NORTH
 DA1284'END OF LIGHT-COLORED ELONGATED GRANITE ROCK OUTCROP ABOUT 1 FT
 DA1284'LOWER THAN HIGHEST POINT.
 DA1284'
 DA1284'REACHED BY HELICOPTER.
 DA1284'
 DA1284'STATION MARK--USE DISK STAMPED---HEART ARMY MAP SERVICE 1962---,
 DA1284'CEMENTED IN DRILL HOLE.
 DA1284'
 DA1284'RM 1--USE RM DISK STAMPED---HEART RM NO 1 ARMY MAP SERVICE 1962---,
 DA1284'CEMENTED IN DRILL IN TOP OF ROCK OUTCROP.
 DA1284'
 DA1284'RM 2--USE RM DISK STAMPED---HEART RM NO 2 ARMY MAP SERVICE 1962---,
 DA1284'IN DRILL HOLE IN TOP OF ELONGATED ROCK OUTCROP, ABOUT 2 FT LOWER
 DA1284'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2032 ***********************************************************************
 DV2032  DESIGNATION -  HEATH
 DV2032  PID         -  DV2032
 DV2032  STATE/COUNTY-  AZ/MARICOPA
 DV2032  USGS QUAD   -  EL MIRAGE (1982)
 DV2032
 DV2032                         *CURRENT SURVEY CONTROL
 DV2032  ___________________________________________________________________
 DV2032* NAD 83(1992)-  33 30 03.30277(N)    112 19 11.29057(W)     ADJUSTED  
 DV2032* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 DV2032  ___________________________________________________________________
 DV2032  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DV2032  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2032  HORZ ORDER  -  THIRD
 DV2032
 DV2032.The horizontal coordinates were established by classical geodetic methods
 DV2032.and adjusted by the National Geodetic Survey in August 1993.
 DV2032
 DV2032.The orthometric height was scaled from a topographic map.
 DV2032
 DV2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2032
 DV2032.The geoid height was determined by GEOID03.
 DV2032
 DV2032;                    North         East     Units Scale Factor Converg.
 DV2032;SPC AZ C     -   277,374.934   175,903.572   MT  0.99991729   -0 13 21.0
 DV2032;SPC AZ C     -   910,022.75    577,111.46   iFT  0.99991729   -0 13 21.0
 DV2032;UTM  12      - 3,707,600.353   377,406.632   MT  0.99978529   -0 43 42.8
 DV2032
 DV2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2032!SPC AZ C     -   0.99995554  x   0.99991729  =   0.99987284
 DV2032!UTM  12      -   0.99995554  x   0.99978529  =   0.99974084
 DV2032
 DV2032:                Primary Azimuth Mark                     Grid Az
 DV2032:SPC AZ C     -  HEATH RM 3                               042 57 27.9
 DV2032:UTM  12      -  HEATH RM 3                               043 27 49.7
 DV2032
 DV2032|---------------------------------------------------------------------|
 DV2032| PID    Reference Object                     Distance      Geod. Az  |
 DV2032|                                                           dddmmss.s |
 DV2032| CH5288 HEATH RM 3                                         0424406.9 |
 DV2032| CH5286 HEATH RM 1                           10.705 METERS 16912     |
 DV2032| CH5285 HEATH AZ MK                                        1925838.6 |
 DV2032| CH5287 HEATH RM 2                            9.365 METERS 27725     |
 DV2032| DV2034 LITCHFIELD                          APPROX. 4.5 KM 2984529.1 |
 DV2032|---------------------------------------------------------------------|
 DV2032
 DV2032                          SUPERSEDED SURVEY CONTROL
 DV2032
 DV2032  NAD 83(1986)-  33 30 03.29695(N)    112 19 11.29598(W) AD(       ) 3
 DV2032  NAD 27      -  33 30 03.14700(N)    112 19 08.72900(W) AD(       ) 3
 DV2032
 DV2032.Superseded values are not recommended for survey control.
 DV2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2032.See file dsdata.txt to determine how the superseded data were derived.
 DV2032
 DV2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7740707600(NAD 83)
 DV2032_MARKER: DS = TRIANGULATION STATION DISK
 DV2032_SETTING: 0 = UNSPECIFIED SETTING
 DV2032
 DV2032  HISTORY     - Date     Condition        Report By
 DV2032  HISTORY     - 1936     MONUMENTED       CGS
 DV2032  HISTORY     - 1944     GOOD             CGS
 DV2032  HISTORY     - 1948     GOOD             CGS
 DV2032  HISTORY     - 1962     GOOD             CGS
 DV2032  HISTORY     - 1972     GOOD             USE
 DV2032  HISTORY     - 1973     POOR             NGS
 DV2032
 DV2032                          STATION DESCRIPTION
 DV2032
 DV2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2032'ON THE FLAT DESERT PLAIN, ABOUT 2-3/4 MILES EAST-NORTHEAST OF THE
 DV2032'VILLAGE OF LITCHFIELD, ON THE WEST BANK OF THE AGUA FRIA RIVER
 DV2032'BED (DRY), ABOUT ONE-HALF MILE NORTH OF THE GRADED COUNTY ROAD
 DV2032'FROM LITCHFIELD, ONE-FOURTH MILE NORTH OF A HOUSE WITH A
 DV2032'CORRUGATED IRON ROOF, 60 YARDS NORTH OF A LONE GRAVE WITH
 DV2032'HEADBOARD MARKED HEATH, 50 FEET WEST OF THE WEST EDGE OF THE
 DV2032'RAISED EMBANKMENT AT THE WEST EDGE OF THE RIVER BED.  MARKED BY
 DV2032'A STANDARD DISK, WELDED TO TOP OF A 3-FOOT SHANK, SET IN
 DV2032'CONCRETE.  REFERENCE MARK NO. 1, A STANDARD BRONZE
 DV2032'REFERENCE DISK, IS 10.712 METERS (35.14 FEET) FROM
 DV2032'STATION.  REFERENCE MARK NO. 2, A
 DV2032'STANDARD BRONZE REFERENCE DISK, IS 9.349 METERS
 DV2032'(30.67 FEET) FROM STATION.  THE
 DV2032'AZIMUTH MARK, A STANDARD BRONZE DISK IS
 DV2032'APPROXIMATELY ONE-FOURTH MILE NORTH OF THE GRADED ROAD
 DV2032'EAST FROM LITCHFIELD, 60 YARDS EAST OF THE HOUSE WITH THE
 DV2032'CORRUGATED IRON ROOF, 25 FEET NORTH OF DEAD SNAG, 20 FEET
 DV2032'EAST OF CENTER OF THE ROAD LEADING TO STATION AND 0.3
 DV2032'MILE FROM STATION.
 DV2032
 DV2032                          STATION RECOVERY (1944)
 DV2032
 DV2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DV2032'STATION FOUND AS DESCRIBED, BUT REFERENCES TO LITCHFIELD SHOULD
 DV2032'BE TO LITCHFIELD PARK.
 DV2032
 DV2032                          STATION RECOVERY (1948)
 DV2032
 DV2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 DV2032'ON THE FLAT DESERT PLAIN, ABOUT 2-3/4 MI. E-NE OF THE VILLAGE
 DV2032'OF LITCHFIELD PARK, ON THE W BANK OF THE AGUA FRIA RIVER (DRY
 DV2032'BED).  FROM THE FLAGPOLE AT THE STREET INTERSECTION IN LITCHFIELD
 DV2032'PARK, GO E ON A BLACK-TOP ROAD FOR 1.9 MI. TO TRANSMISSION
 DV2032'POLE 17/21.  TURN LEFT (N) FOR 0.6 MI. PARALLELING THE
 DV2032'TRANSMISSION LINE TO A LARGE IRRIGATION PUMP, THEN PARALLELING AN
 DV2032'IRRIGATION DITCH, TURN RIGHT (E) FOR 0.1 MI. TO THE RIVERBANK,
 DV2032'100 FT. S OF THE ROAD, 50 FT. W OF THE W EDGE OF THE RAISED
 DV2032'EMBANKMENT AT THE W EDGE OF THE RIVERBED, 1/4 MI. N OF A
 DV2032'GREEN-ROOFED HOUSE, AND 60 YDS. N OF AN UNMARKED GRAVE.  A
 DV2032'10-FT. TRIPOD TOPPED BY A 12-FT. 2- BY 2-IN. POST WAS
 DV2032'FOUND IN PLACE AT THIS STATION.  THE REST OF THE DESCRIPTION OF
 DV2032'THIS STATION AND THE TWO REFERENCE MARKS IS CORRECT.
 DV2032
 DV2032                          STATION RECOVERY (1962)
 DV2032
 DV2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JW)
 DV2032'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 DV2032'AZIMUTH MARK IS MISSING, APPARENTLY DESTROYED DURING ADJACENT
 DV2032'ROAD CONSTRUCTION.
 DV2032
 DV2032                          STATION RECOVERY (1972)
 DV2032
 DV2032'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV2032'HEATH, 1936 - GOOD
 DV2032'
 DV2032'HEATH, NO 1, 1936 - GOOD
 DV2032'
 DV2032'HEATH, NO 2, 1936 - BENT SLIGHTLY TO THE NORTH
 DV2032'
 DV2032'NEW DESCRIPTION--TO REACH FROM THE FLAGPOLE IN THE CENTER OF
 DV2032'LITCHFIELD PARK, GO EAST ON INDIAN SCHOOL RD. 2 MILES TO EL MIRAGE
 DV2032'RD.  TURN LEFT GO NORTH 0.6 MI. TO HIGH RISE IN GROUND.  WALK EAST
 DV2032'1000 FT PLUS OF MINUS TOWARDS A HIGH TENSION STEEL TOWER AT AN
 DV2032'ANGLE PT. IN POWER LINE.  STATION IS ON HIGH GROUND 200 FT PLUS
 DV2032'OR MINUS N.W. OF TOWER 50.  GRAVE MENTIONED IN PREVIOUS
 DV2032'DESCRIPTION IS NOW BARELY VISIBLE.
 DV2032
 DV2032                          STATION RECOVERY (1973)
 DV2032
 DV2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2032'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DV2032'IN POOR CONDITION.  THE PROJECTING BRASS STEMS OF ALL THE MARKS
 DV2032'WERE SLIGHTLY BENT.  THE STEMS WERE STRAIGHTENED ON THE
 DV2032'REFERENCE MARKS AND THE STATION MARK WAS REPLACED ON ORIGINAL
 DV2032'POSITION WITH A CONCRETE MONUMENT AND AN UNDERGROUND STATION
 DV2032'MARK.  THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW AZIMUTH
 DV2032'MARK WAS ESTABLISHED AT THIS TIME.
 DV2032'
 DV2032'THE STATION MARK IS A STANDARD DISK STAMPED, HEATH 1936 1973.
 DV2032'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 DV2032'FLUSH WITH THE GROUND SURFACE.  THE MARK IS ON TOP OF A LOW
 DV2032'RISE ON THE WEST BANK OF THE AQUA FRIA RIVER, 1/2 MILE NORTH OF
 DV2032'INDIAN SCHOOL ROAD AND 1/4 MILE EAST OF EL MIRAGE ROAD AND
 DV2032'ABOUT 0.15 MILE SOUTH OF A SAND AND GRAVEL YARD.
 DV2032'
 DV2032'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 DV2032'3 FOOT STEM WHICH PROJECTS 14 INCHES FROM A CONCRETE BASE.  33
 DV2032'FEET SOUTH-SOUTHEAST OF THE WITNESS POST AND 29 YARDS WEST OF A
 DV2032'NORTH-SOUTH FENCE LINE.
 DV2032'
 DV2032'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HEATH 1936.  IT
 DV2032'IS WELDED TO THE TOP OF A 3 FOOT STEM WHICH PROJECTS 12 INCHES
 DV2032'FROM A CONCRETE BASE.  IT IS 31 FEET WEST OF THE WITNESS POST,
 DV2032'15 FEET EAST OF A TRACK ROAD AND 54 FEET SOUTH OF THE SOUTH
 DV2032'END OF A CUT IN THE GRAVEL BANK.
 DV2032'
 DV2032'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, HEATH 1936 1973
 DV2032'NO 3.  IT IS SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR
 DV2032'THE SOUTHWEST LEG OF A HIGHLINE TOWER.
 DV2032'
 DV2032'TO REACH THE STATION FROM THE FLAGPOLE IN LITCHFIELD PARK,
 DV2032'GO EAST 2 MILES ALONG INDIAN SCHOOL ROAD TO EL MIRAGE ROAD.
 DV2032'TURN LEFT AND GO NORTH FOR 0.25 MILE TO A SIDE ROAD ON THE
 DV2032'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.35 MILE TO A TRACK
 DV2032'ROAD RIGHT LEADING EAST AND THEN SOUTH.  PICK A WAY THROUGH
 DV2032'THE BRUSH TO THE STATION WHICH IS ABOUT 100 YARDS EAST OF THIS
 DV2032'POINT.  THE STATION IS ABOUT 50 YARDS WEST AND 25 YARDS NORTH
 DV2032'OF A HIGHLINE STEEL TOWER.
 DV2032'
 DV2032'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2032'
 DV2032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 DV2032'EAST-NORTHEAST LITCHFIELD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0116 ***********************************************************************
 DV0116  DESIGNATION -  HEDGPETH
 DV0116  PID         -  DV0116
 DV0116  STATE/COUNTY-  AZ/MARICOPA
 DV0116  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0116
 DV0116                         *CURRENT SURVEY CONTROL
 DV0116  ___________________________________________________________________
 DV0116* NAD 83(1992)-  33 39 55.96733(N)    112 08 46.54319(W)     ADJUSTED  
 DV0116* NAVD 88     -       449.76   (+/-2cm)    1475.6    (feet)  VERTCON   
 DV0116  ___________________________________________________________________
 DV0116  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DV0116  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DV0116  HORZ ORDER  -  SECOND
 DV0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0116
 DV0116.The horizontal coordinates were established by classical geodetic methods
 DV0116.and adjusted by the National Geodetic Survey in August 1993.
 DV0116
 DV0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0116.The vertical order pertains to the NGVD 29 superseded value.
 DV0116
 DV0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0116
 DV0116.The geoid height was determined by GEOID03.
 DV0116
 DV0116;                    North         East     Units Scale Factor Converg.
 DV0116;SPC AZ C     -   295,583.834   192,068.224   MT  0.99990559   -0 07 38.2
 DV0116;SPC AZ C     -   969,763.23    630,145.09   iFT  0.99990559   -0 07 38.2
 DV0116;UTM  12      - 3,725,662.773   393,729.381   MT  0.99973923   -0 38 07.7
 DV0116
 DV0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0116!SPC AZ C     -   0.99993405  x   0.99990559  =   0.99983965
 DV0116!UTM  12      -   0.99993405  x   0.99973923  =   0.99967330
 DV0116
 DV0116:                Primary Azimuth Mark                     Grid Az
 DV0116:SPC AZ C     -  SKUNK                                    020 51 24.1
 DV0116:UTM  12      -  SKUNK                                    021 21 53.6
 DV0116
 DV0116|---------------------------------------------------------------------|
 DV0116| PID    Reference Object                     Distance      Geod. Az  |
 DV0116|                                                           dddmmss.s |
 DV0116| DV0122 SKUNK                               APPROX. 7.1 KM 0204345.9 |
 DV0116| DV1646 N 56                                               0620554.4 |
 DV0116| DV2002 ADOBE SPERRY PHOENIX CO TANK        APPROX. 4.8 KM 0723103.0 |
 DV0116| DV0118 HEDGPETH RM 2                        12.202 METERS 14858     |
 DV0116| DV0117 HEDGPETH RM 1                        10.083 METERS 32732     |
 DV0116|---------------------------------------------------------------------|
 DV0116
 DV0116                          SUPERSEDED SURVEY CONTROL
 DV0116
 DV0116  NAD 83(1986)-  33 39 55.96232(N)    112 08 46.54948(W) AD(       ) 2
 DV0116  NAD 27      -  33 39 55.82470(N)    112 08 43.99470(W) AD(       ) 2
 DV0116  NGVD 29 (??/??/92)  449.192  (m)         1473.72   (f) ADJ UNCH    1 2
 DV0116
 DV0116.Superseded values are not recommended for survey control.
 DV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0116.See file dsdata.txt to determine how the superseded data were derived.
 DV0116
 DV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9372925663(NAD 83)
 DV0116_MARKER: DS = TRIANGULATION STATION DISK
 DV0116_SETTING: 80 = SET IN A BOULDER
 DV0116_SP_SET: BOULDER
 DV0116_STAMPING: HEDGPETH 1947
 DV0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0116+STABILITY: SURFACE MOTION
 DV0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0116+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DV0116
 DV0116  HISTORY     - Date     Condition        Report By
 DV0116  HISTORY     - 1947     MONUMENTED       CGS
 DV0116  HISTORY     - 1959     GOOD             CGS
 DV0116  HISTORY     - 1967     GOOD             AMS
 DV0116  HISTORY     - 1970     GOOD             NGS
 DV0116  HISTORY     - 1970     GOOD             NGS
 DV0116  HISTORY     - 1971     GOOD             USE
 DV0116  HISTORY     - 1975     GOOD             DMA
 DV0116  HISTORY     - 1977     GOOD             LOCENG
 DV0116  HISTORY     - 1981     GOOD             NGS
 DV0116  HISTORY     - 1982     GOOD             AZDT
 DV0116  HISTORY     - 1986     GOOD             AZDT
 DV0116  HISTORY     - 20060301 GOOD             GEOCAC
 DV0116  HISTORY     - 20060301 GOOD             GEOCAC
 DV0116
 DV0116                          STATION DESCRIPTION
 DV0116
 DV0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV0116'THE STATION IS LOCATED ON A LOW ROCK BUTTE WHICH IS THE LOWEST
 DV0116'ONE AT THE SOUTHEAST END OF THE HEDGPETH HILLS.  THE BUTTE
 DV0116'IS SEPARATED FROM THE MAIN HILLS BY THE SKUNK RIVER AND IS
 DV0116'ABOUT 15 MILES AIR LINE NORTH AND WEST OF PHOENIX AND ABOUT 9
 DV0116'MILES AIR LINE NORTH AND EAST OF GLENDALE.  THE STATION IS ON
 DV0116'THE HIGHEST POINT OF A LOW EAST-WEST RIDGE, PROJECTS 7 INCHES
 DV0116'AND IS STAMPED--HEDGPETH 1947.
 DV0116'
 DV0116'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 DV0116'STATION, PROJECTS 3 INCHES AND IS STAMPED--HEDGPETH NO 1 1947.
 DV0116'
 DV0116'REFERENCE MARK NO. 2 IS ABOUT 10 FEET EAST OF THE SOUTHWEST
 DV0116'BRIM, APPROXIMATELY 2 FEET LOWER THAN THE STATION, FLUSH WITH
 DV0116'THE GROUND SURFACE AND IS STAMPED--HEDGPETH NO 2 1947.
 DV0116'
 DV0116'THE AZIMUTH MARK IS A USC AND G SURVEY BENCH MARK LOCATED ABOUT
 DV0116'200 YARDS SOUTH OF A DIP IN STATE HIGHWAY 69, ABOUT 100 YARDS
 DV0116'SOUTH-SOUTHEAST OF A HIGHWAY SIGN DIP, 10 PACES WEST OF AND
 DV0116'APPROXIMATELY THE SAME ELEVATION AS THE CENTER LINE OF HIGHWAY,
 DV0116'A BRONZE DISK SET IN TOP OF A CONCRETE POST WHICH PROJECTS
 DV0116'10 INCHES AND IS STAMPED N 56 1934.
 DV0116'
 DV0116'TO REACH FROM THE JUNCTION OF WEST VAN BUREN STREET AND U.S.
 DV0116'HIGHWAYS 60, 70, AND 89 IN PHOENIX.  GO NORTH ON HWYS 60,
 DV0116'70, AND 89 FOR 5.8 MILES TO THE JUNCTION OF STATE ROUTE 69.
 DV0116'TURN RIGHT (N) ON HIGHWAY 69 FOR 5.1 MILES TO THE ARIZONA CANAL
 DV0116'AND END OF PAVED ROAD.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD
 DV0116'FOR 6.1 MILES TO A TRACK ROAD LEFT AT A SMALL ROCKY HILL ON
 DV0116'LEFT.  TURN LEFT AND FOLLOW TRACK ROAD AROUND THE BASE OF
 DV0116'HILL FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT
 DV0116'PACK NORTH OVER ROCKY HUMP TO THE HIGHEST POINT AND STATION
 DV0116'SITE.  A FIVE MINUTE PACK.
 DV0116'
 DV0116'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD LEFT MENTIONED
 DV0116'IN THE DESCRIPTION.  CONTINUE STRAIGHT AHEAD FOR 1.15 MILE
 DV0116'TO BENCH MARK ON LEFT AS DESCRIBED ABOVE.
 DV0116
 DV0116                          STATION RECOVERY (1959)
 DV0116
 DV0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0116'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 DV0116'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 DV0116'MARK HAS BEEN DESTROYED.  TRIANGULATION STATION PAT CAN BE
 DV0116'USED FOR AN AZIMUTH MARK.  (SEE DESCRIPTION THEREOF).
 DV0116'
 DV0116'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DV0116'
 DV0116'THE STATION IS LOCATED ON THE LOWEST ONE AND AT THE SOUTHEAST
 DV0116'END OF THE HEDGPETH HILLS.  IT IS ABOUT 15 MILES NORTH OF
 DV0116'PHOENIX, 9 MILES NORTHEAST OF GLENDALE AND 2 MILES WEST OF STATE
 DV0116'HIGHWAY 69.
 DV0116'
 DV0116'TO REACH THE STATION FROM THE INTERSECTION OF GLENDALE AVE. AND
 DV0116'BLACK CANYON HIGHWAY (STATE HIGHWAY 69), GO NORTH ON BLACK CANYON
 DV0116'HIGHWAY FOR 8.65 MILES TO BEARDSLEY DRIVE, TURN LEFT, WEST,
 DV0116'FOLLOW THE GRADED ROAD FOR 1.2 MILES TO 35TH AVE., TURN LEFT,
 DV0116'SOUTH, FOLLOW THE GRADED ROAD FOR 0.5 MILE TO A CROSSROAD, TURN
 DV0116'RIGHT, WEST, FOLLOW THE GRADED ROAD FOR 0.8 MILE TO A ROAD
 DV0116'RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD NORTH ALONG A
 DV0116'POWERLINE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 DV0116'PACK NORTHEAST TO THE HIGHEST POINT OF THE ROCKY HILL AND
 DV0116'THE STATION.  A 5 MINUTE PACK.
 DV0116'
 DV0116'THE STATION MARK, STAMPED HEDGPETH 1947, IS A STANDARD DISK
 DV0116'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 7 INCHES.
 DV0116'
 DV0116'REFERENCE MARK NO. 1, STAMPED HEDGPETH NO 1 1947, IS A STANDARD
 DV0116'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 DV0116'INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 DV0116'
 DV0116'REFERENCE MARK NO. 2, STAMPED HEDGPETH NO 2 1947, IS A STANDARD
 DV0116'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 DV0116'THE SURFACE OF THE GROUND AND IS 2 FEET LOWER THAN THE STATION.
 DV0116
 DV0116                          STATION RECOVERY (1967)
 DV0116
 DV0116'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV0116'THE STATION MARK AND R.M.S 1 AND 2 WERE RECOVERED AS DESCRIBED
 DV0116'AND IN GOOD CONDITION.  AZIMUTH MARK EARILER REPORTED DESTROYED.
 DV0116'
 DV0116'REFERENCE MEASUREMENTS TO R.M.S
 DV0116'
 DV0116'R.M. NO. 1 PUB DIST = 33.06 FT. CHECK DIST = 33.1 FT.
 DV0116'
 DV0116'R.M. NO. 2 PUB DIST = 40.00 FT. CHECK DIST = 400 FT.
 DV0116
 DV0116                          STATION RECOVERY (1970)
 DV0116
 DV0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0116'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND AS
 DV0116'DESCRIBED IN THE 1959 RECOVERY NOTE.
 DV0116'
 DV0116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 DV0116'NORTH OF GLENDALE
 DV0116
 DV0116                          STATION RECOVERY (1970)
 DV0116
 DV0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0116'11.1 MI NE FROM GLENDALE.
 DV0116'2.0 MILES EAST ALONG GLENDALE AVENUE FROM THE INTERSECTION OF 59
 DV0116'AVENUE IN GLENDALE, THENCE 8 1/2 MILES NORTH ALONG NORTH 43 AVENUE,
 DV0116'THENCE 0.5 MILE EAST ALONG YORKSHIRE DRIVE TO THE BASE OF A BOULDER
 DV0116'COVERED HILL, THENCE 0.1 MILE TO THE TOP OF THE HILL AND THE MARK. IT
 DV0116'IS SET IN A DRILL HOLE IN A LARGE BOULDER.
 DV0116
 DV0116                          STATION RECOVERY (1971)
 DV0116
 DV0116'RECOVERY NOTE BY US ENGINEERS 1971 (EMB)
 DV0116'HEDGPETH 1947-GOOD
 DV0116'
 DV0116'HEDGPETH NO 1 1947-GOOD
 DV0116'
 DV0116'HEDGPETH NO 2 1947-GOOD
 DV0116'
 DV0116'DESCRIPTION IS ADEQUATE.
 DV0116
 DV0116                          STATION RECOVERY (1975)
 DV0116
 DV0116'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RLE)
 DV0116'HEDGPETH 1947-GOOD
 DV0116
 DV0116                          STATION RECOVERY (1977)
 DV0116
 DV0116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (FB)
 DV0116'HEDGPETH RECOVERED GOOD.
 DV0116'
 DV0116'HEDGPETH NO. 1 RECOVERED GOOD.
 DV0116'
 DV0116'HEDGPETH NO. 2 RECOVERED GOOD.
 DV0116'
 DV0116'DISTANCE AND DIRECTION FROM NEAREST TOWN--11.1 MILES NORTHEAST OF
 DV0116'GLENDALE, ARIZ.
 DV0116
 DV0116                          STATION RECOVERY (1981)
 DV0116
 DV0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0116'RECOVERED IN GOOD CONDITION.
 DV0116
 DV0116                          STATION RECOVERY (1982)
 DV0116
 DV0116'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV0116'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DV0116'1959.  THE AZIMUTH MARK HAS BEEN DISTROYED BY STREET WIDENING.  THE
 DV0116'ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 DV0116
 DV0116                          STATION RECOVERY (1986)
 DV0116
 DV0116'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV0116'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  DUE
 DV0116'TO CHANGES IN THE VICINITY OF THE STATION A NEW ROUTE TO THE STATION
 DV0116'FOLLOWS.
 DV0116'
 DV0116'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND UNION HILLS DRIVE
 DV0116'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG UNION HILLS
 DV0116'DRIVE FOR 1.5 MILES TO 39TH AVENUE.  TURN RIGHT AND TRAVEL NORTH 0.5
 DV0116'MILE TO YORKSHIRE DRIVE, CONTINUE NORTH ON A TRAIL ROAD WHICH IS ON
 DV0116'THE WEST SIDE OF A FENCE LEADING TO HILL.  TAKE TRAIL ROAD TO TURN
 DV0116'AROUND AREA AND END OF TRUCK TRAVEL.  PACK TO THE HIGHEST POINT AND
 DV0116'THE STATION.
 DV0116
 DV0116                          STATION RECOVERY (2006)
 DV0116
 DV0116'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV0116'I HAVE PICTURES.
 DV0116
 DV0116                          STATION RECOVERY (2006)
 DV0116
 DV0116'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV0116'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0117 ***********************************************************************
 DV0117  DESIGNATION -  HEDGPETH RM 1
 DV0117  PID         -  DV0117
 DV0117  STATE/COUNTY-  AZ/MARICOPA
 DV0117  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0117
 DV0117                         *CURRENT SURVEY CONTROL
 DV0117  ___________________________________________________________________
 DV0117* NAD 83(1992)-  33 39 56.24343(N)    112 08 46.75331(W)     NO CHECK  
 DV0117* NAVD 88     -       448.82   (+/-2cm)    1472.5    (feet)  VERTCON   
 DV0117  ___________________________________________________________________
 DV0117  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DV0117  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV0117  HORZ ORDER  -  SECOND
 DV0117  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0117
 DV0117.The horizontal coordinates were established by classical geodetic methods
 DV0117.and adjusted by the National Geodetic Survey in August 1993.
 DV0117.No horizontal observational check was made to the station.
 DV0117
 DV0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0117.The vertical order pertains to the NGVD 29 superseded value.
 DV0117
 DV0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0117
 DV0117.The geoid height was determined by GEOID03.
 DV0117
 DV0117;                    North         East     Units Scale Factor Converg.
 DV0117;SPC AZ C     -   295,592.352   192,062.830   MT  0.99990559   -0 07 38.3
 DV0117;SPC AZ C     -   969,791.18    630,127.40   iFT  0.99990559   -0 07 38.3
 DV0117;UTM  12      - 3,725,671.337   393,724.064   MT  0.99973924   -0 38 07.9
 DV0117
 DV0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0117!SPC AZ C     -   0.99993420  x   0.99990559  =   0.99983979
 DV0117!UTM  12      -   0.99993420  x   0.99973924  =   0.99967345
 DV0117
 DV0117                          SUPERSEDED SURVEY CONTROL
 DV0117
 DV0117  NAD 83(1986)-  33 39 56.23865(N)    112 08 46.75977(W) AD(       ) 2
 DV0117  NGVD 29 (??/??/92)  448.254  (m)         1470.65   (f) ADJ UNCH    1 2
 DV0117
 DV0117.Superseded values are not recommended for survey control.
 DV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0117.See file dsdata.txt to determine how the superseded data were derived.
 DV0117
 DV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9372425671(NAD 83)
 DV0117_MARKER: DB = BENCH MARK DISK
 DV0117_SETTING: 80 = SET IN A BOULDER
 DV0117_SP_SET: BOULDER
 DV0117_STAMPING: HEDGPETH NO 1 1947
 DV0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0117+STABILITY: SURFACE MOTION
 DV0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0117+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DV0117
 DV0117  HISTORY     - Date     Condition        Report By
 DV0117  HISTORY     - 1947     MONUMENTED       CGS
 DV0117  HISTORY     - 1970     GOOD             NGS
 DV0117  HISTORY     - 20060301 GOOD             GEOCAC
 DV0117  HISTORY     - 20060301 GOOD             GEOCAC
 DV0117
 DV0117                          STATION DESCRIPTION
 DV0117
 DV0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0117'11.1 MI NE FROM GLENDALE.
 DV0117'2.0 MILES EAST ALONG GLENDALE AVENUE FROM THE INTERSECTION OF 59
 DV0117'AVENUE IN GLENDALE, THENCE 8 1/2 MILES NORTH ALONG NORTH 43 AVENUE,
 DV0117'THENCE 0.5 MILE EAST ALONG YORKSHIRE DRIVE TO THE BASE OF A BOULDER
 DV0117'COVERED HILL, THENCE 0.1 MILE NORTH TO THE TOP OF THE HILL AND THE
 DV0117'MARK.  THE MARK IS SET IN THE TOP OF A BOULDER ABOUT 33 FEET NORTHWEST
 DV0117'OF THE STATION.
 DV0117
 DV0117                          STATION RECOVERY (2006)
 DV0117
 DV0117'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV0117'I HAVE PICTURES.
 DV0117
 DV0117                          STATION RECOVERY (2006)
 DV0117
 DV0117'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV0117'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 DV0117'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0118 ***********************************************************************
 DV0118  DESIGNATION -  HEDGPETH RM 2
 DV0118  PID         -  DV0118
 DV0118  STATE/COUNTY-  AZ/MARICOPA
 DV0118  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0118
 DV0118                         *CURRENT SURVEY CONTROL
 DV0118  ___________________________________________________________________
 DV0118* NAD 83(1992)-  33 39 55.62799(N)    112 08 46.29898(W)     NO CHECK  
 DV0118* NAVD 88     -       448.61   (+/-2cm)    1471.8    (feet)  VERTCON   
 DV0118  ___________________________________________________________________
 DV0118  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DV0118  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DV0118  HORZ ORDER  -  SECOND
 DV0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0118
 DV0118.The horizontal coordinates were established by classical geodetic methods
 DV0118.and adjusted by the National Geodetic Survey in August 1993.
 DV0118.No horizontal observational check was made to the station.
 DV0118
 DV0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0118.The vertical order pertains to the NGVD 29 superseded value.
 DV0118
 DV0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0118
 DV0118.The geoid height was determined by GEOID03.
 DV0118
 DV0118;                    North         East     Units Scale Factor Converg.
 DV0118;SPC AZ C     -   295,573.366   192,074.492   MT  0.99990558   -0 07 38.1
 DV0118;SPC AZ C     -   969,728.89    630,165.66   iFT  0.99990558   -0 07 38.1
 DV0118;UTM  12      - 3,725,652.251   393,735.554   MT  0.99973921   -0 38 07.6
 DV0118
 DV0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0118!SPC AZ C     -   0.99993423  x   0.99990558  =   0.99983982
 DV0118!UTM  12      -   0.99993423  x   0.99973921  =   0.99967346
 DV0118
 DV0118                          SUPERSEDED SURVEY CONTROL
 DV0118
 DV0118  NAD 83(1986)-  33 39 55.62275(N)    112 08 46.30513(W) AD(       ) 2
 DV0118  NGVD 29 (??/??/92)  448.042  (m)         1469.95   (f) ADJ UNCH    1 2
 DV0118
 DV0118.Superseded values are not recommended for survey control.
 DV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0118.See file dsdata.txt to determine how the superseded data were derived.
 DV0118
 DV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9373625652(NAD 83)
 DV0118_MARKER: DB = BENCH MARK DISK
 DV0118_SETTING: 80 = SET IN A BOULDER
 DV0118_SP_SET: BOULDER
 DV0118_STAMPING: HEDGPETH NO 2 1947
 DV0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0118+STABILITY: SURFACE MOTION
 DV0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0118+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 DV0118
 DV0118  HISTORY     - Date     Condition        Report By
 DV0118  HISTORY     - 1947     MONUMENTED       CGS
 DV0118  HISTORY     - 1970     GOOD             NGS
 DV0118  HISTORY     - 20060228 GOOD             GEOCAC
 DV0118  HISTORY     - 20060228 GOOD             GEOCAC
 DV0118
 DV0118                          STATION DESCRIPTION
 DV0118
 DV0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0118'11.1 MI NE FROM GLENDALE.
 DV0118'2.0 MILES EAST ALONG GLENDALE AVENUE FROM THE INTERSECTION OF 59TH
 DV0118'AVENUE IN GLENDALE, THENCE 8 1/2 MILES NORTH ALONG NORTH 43 AVENUE,
 DV0118'THENCE 0.5 MILE EAST ALONG YORKSHIRE DRIVE TO THE BASE OF A BOULDER
 DV0118'COVERED HILL, THENCE 0.1 MILE NORTH TO THE TOP OF THE HILL AND THE
 DV0118'MARK.  FROM NEW RIVER GO SOUTH ALONG INTERSTATE HIGHWAY 17 FOR 13 1/2
 DV0118'MILES TO PINNACLE PEAK ROAD THENCE WEST FOR 1.3 MILES TO NORTH AVENUE
 DV0118'35, THENCE SOUTH FOR 2.5 MILES, THENCE WEST FOR 0.6 MILE TO THE BASE
 DV0118'OF THE HILL.  THE MARK IS SET IN A DRILL HOLE IN A BOULDER ABOUT 2
 DV0118'FEET LOWER THAN THE STATION.
 DV0118
 DV0118                          STATION RECOVERY (2006)
 DV0118
 DV0118'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV0118'IT IS HARD TO READ.  I HAVE PICTURES
 DV0118
 DV0118                          STATION RECOVERY (2006)
 DV0118
 DV0118'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DV0118'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 DV0118'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5771 ***********************************************************************
 DH5771  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5771  DESIGNATION -  HEDRICK
 DH5771  PID         -  DH5771
 DH5771  STATE/COUNTY-  AZ/COCHISE
 DH5771  USGS QUAD   -  SULPHUR SPRING (1985)
 DH5771
 DH5771                         *CURRENT SURVEY CONTROL
 DH5771  ___________________________________________________________________
 DH5771* NAD 83(2007)-  32 04 27.06067(N)    109 49 14.72587(W)     ADJUSTED  
 DH5771* NAVD 88     -      1268.02   (meters)    4160.2    (feet)  GPS OBS   
 DH5771  ___________________________________________________________________
 DH5771  EPOCH DATE  -        2007.00
 DH5771  X           -  -1,834,669.044 (meters)                     COMP
 DH5771  Y           -  -5,090,202.501 (meters)                     COMP
 DH5771  Z           -   3,368,063.553 (meters)                     COMP
 DH5771  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DH5771  ELLIP HEIGHT-        1240.790 (meters)          (02/10/07) ADJUSTED
 DH5771  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH5771
 DH5771  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5771  Type    PID    Designation                      North   East  Ellip
 DH5771  -------------------------------------------------------------------
 DH5771  NETWORK DH5771 HEDRICK                           0.76   0.61   2.27
 DH5771  -------------------------------------------------------------------
 DH5771
 DH5771.The horizontal coordinates were established by GPS observations
 DH5771.and adjusted by the National Geodetic Survey in February 2007.
 DH5771
 DH5771.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5771.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5771.The horizontal coordinates are valid at the epoch date displayed above.
 DH5771.The epoch date for horizontal control is a decimal equivalence
 DH5771.of Year/Month/Day.
 DH5771
 DH5771.The orthometric height was determined by GPS observations and a
 DH5771.high-resolution geoid model.
 DH5771.The orthometric height was determined by GPS observations and a
 DH5771.high-resolution geoid model using precise GPS observation and
 DH5771.processing techniques.
 DH5771
 DH5771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5771
 DH5771.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5771
 DH5771.The ellipsoidal height was determined by GPS observations
 DH5771.and is referenced to NAD 83.
 DH5771
 DH5771.The geoid height was determined by GEOID03.
 DH5771
 DH5771;                    North         East     Units Scale Factor Converg.
 DH5771;SPC AZ E     -   119,144.569   246,016.550   MT  0.99991315   +0 11 01.3
 DH5771;SPC AZ E     -   390,894.26    807,140.91   iFT  0.99991315   +0 11 01.3
 DH5771;UTM  12      - 3,549,266.685   611,299.465   MT  0.99975277   +0 37 34.5
 DH5771
 DH5771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5771!SPC AZ E     -   0.99980521  x   0.99991315  =   0.99971838
 DH5771!UTM  12      -   0.99980521  x   0.99975277  =   0.99955803
 DH5771
 DH5771                          SUPERSEDED SURVEY CONTROL
 DH5771
 DH5771  NAD 83(1992)-  32 04 27.06029(N)    109 49 14.72495(W) AD(       ) B
 DH5771  ELLIP H (08/22/05) 1240.809  (m)                       GP(       ) 4 2
 DH5771
 DH5771.Superseded values are not recommended for survey control.
 DH5771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5771.See file dsdata.txt to determine how the superseded data were derived.
 DH5771
 DH5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1129949267(NAD 83)
 DH5771_MARKER: DD = SURVEY DISK
 DH5771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5771_STAMPING: HEDRICK 2004
 DH5771_MARK LOGO: AZ-003
 DH5771_PROJECTION: FLUSH
 DH5771_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5771+STABILITY: SURFACE MOTION
 DH5771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5771+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5771
 DH5771  HISTORY     - Date     Condition        Report By
 DH5771  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5771
 DH5771                          STATION DESCRIPTION
 DH5771
 DH5771'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5771'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5771'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5771'APPROX. 5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS
 DH5771'SETTELMENT RD. FOR 9.0 MILES TO KIMZEY RD., TURN RIGHT AND TRAVEL WEST
 DH5771'ON KIMZEY FOR APPROX. 3.6 MILES TO HEDRICK RD. TRAVEL NORTH ON HEDRICK
 DH5771'FOR 0.57 MILES. THE ROAD WILL CURVE NORTHEASTERLY CONTINUE ANOTHER
 DH5771'0.17 MILES TO THE STATION. IT IS LOCATED APPROX. 70 FEET EAST OF A
 DH5771'FENCE INTERSECTION AND A HOUSE IS APPROX. 400 FEET TO THE NW.
 DH5771' 
 DH5771'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5771'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5771'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1234 ***********************************************************************
 CY1234  DESIGNATION -  HELIO PEAK LOOKOUT TOWER
 CY1234  PID         -  CY1234
 CY1234  STATE/COUNTY-  AZ/GRAHAM
 CY1234  USGS QUAD   -  MT GRAHAM (1972)
 CY1234
 CY1234                         *CURRENT SURVEY CONTROL
 CY1234  ___________________________________________________________________
 CY1234* NAD 83(1992)-  32 39 00.45969(N)    109 50 56.94981(W)     ADJUSTED  
 CY1234* NAVD 88     -              **(meters)            **(feet)            
 CY1234  ___________________________________________________________________
 CY1234  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 CY1234  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CY1234  HORZ ORDER  -  THIRD
 CY1234
 CY1234.The horizontal coordinates were established by classical geodetic methods
 CY1234.and adjusted by the National Geodetic Survey in August 1993.
 CY1234
 CY1234
 CY1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1234
 CY1234.The geoid height was determined by GEOID03.
 CY1234
 CY1234;                    North         East     Units Scale Factor Converg.
 CY1234;SPC AZ E     -   182,998.638   243,146.343   MT  0.99991094   +0 10 16.7
 CY1234;SPC AZ E     -   600,389.23    797,724.22   iFT  0.99991094   +0 10 16.7
 CY1234;UTM  12      - 3,613,086.012   607,932.720   MT  0.99974365   +0 37 15.4
 CY1234
 CY1234                          SUPERSEDED SURVEY CONTROL
 CY1234
 CY1234  NAD 83(1986)-  32 39 00.45516(N)    109 50 56.94622(W) AD(       ) 4
 CY1234  NAD 27      -  32 39 00.21400(N)    109 50 54.68300(W) AD(       ) 3
 CY1234
 CY1234.Superseded values are not recommended for survey control.
 CY1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1234.See file dsdata.txt to determine how the superseded data were derived.
 CY1234
 CY1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0793313086(NAD 83)
 CY1234_MARKER: 57 = LOOKOUT TOWER
 CY1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1234+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2006
 CY1234
 CY1234  HISTORY     - Date     Condition        Report By
 CY1234  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1234  HISTORY     - 1955     GOOD             CGS
 CY1234  HISTORY     - 20061126 GOOD             GEOCAC
 CY1234
 CY1234                          STATION DESCRIPTION
 CY1234
 CY1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY1234'STATION IS A FOREST SERVICE LOOKOUT TOWER LOCATED ON HELIOGRAPH
 CY1234'PEAK, ABOUT 14 MI. S OF SAFFORD.  NAME AND LOCATION OF TOWER
 CY1234'CHECKED WITH LOCAL OFFICE OF THE U.S. FOREST SERVICE.
 CY1234
 CY1234                          STATION RECOVERY (2006)
 CY1234
 CY1234'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CY1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0860 ***********************************************************************
 ES0860  DESIGNATION -  HELIPORT
 ES0860  PID         -  ES0860
 ES0860  STATE/COUNTY-  AZ/GILA
 ES0860  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0860
 ES0860                         *CURRENT SURVEY CONTROL
 ES0860  ___________________________________________________________________
 ES0860* NAD 83(1992)-  34 14 33.03698(N)    111 17 54.50850(W)     ADJUSTED  
 ES0860* NAVD 88     -      1576.9    (meters)    5174.     (feet)  VERTCON   
 ES0860  ___________________________________________________________________
 ES0860  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 ES0860  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 ES0860  HORZ ORDER  -  SECOND
 ES0860
 ES0860.The horizontal coordinates were established by classical geodetic methods
 ES0860.and adjusted by the National Geodetic Survey in August 1993.
 ES0860
 ES0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0860
 ES0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0860
 ES0860.The geoid height was determined by GEOID03.
 ES0860
 ES0860;                    North         East     Units Scale Factor Converg.
 ES0860;SPC AZ E     -   360,130.977   109,104.164   MT  1.00003394   -0 38 12.9
 ES0860;SPC AZ E     - 1,181,532.08    357,953.29   iFT  1.00003394   -0 38 12.9
 ES0860;UTM  12      - 3,789,085.851   472,515.049   MT  0.99960931   -0 10 04.6
 ES0860
 ES0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0860!SPC AZ E     -   0.99975652  x   1.00003394  =   0.99979045
 ES0860!UTM  12      -   0.99975652  x   0.99960931  =   0.99936593
 ES0860
 ES0860|---------------------------------------------------------------------|
 ES0860| PID    Reference Object                     Distance      Geod. Az  |
 ES0860|                                                           dddmmss.s |
 ES0860| DZ1294 HELIPORT RM 1                         7.040 METERS 13338     |
 ES0860| DZ1295 HELIPORT RM 2                         7.655 METERS 22419     |
 ES0860| ES0983 HUSTON                              APPROX. 3.7 KM 3502301.8 |
 ES0860|---------------------------------------------------------------------|
 ES0860
 ES0860                          SUPERSEDED SURVEY CONTROL
 ES0860
 ES0860  NAD 83(1986)-  34 14 33.03008(N)    111 17 54.51328(W) AD(       ) 2
 ES0860  NGVD 29 (07/10/87) 1576.1    (m)         5171.     (f) VERT ANG    3  
 ES0860
 ES0860.Superseded values are not recommended for survey control.
 ES0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0860.See file dsdata.txt to determine how the superseded data were derived.
 ES0860
 ES0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7251589086(NAD 83)
 ES0860_MARKER: DS = TRIANGULATION STATION DISK
 ES0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0860+STABILITY: SURFACE MOTION
 ES0860
 ES0860  HISTORY     - Date     Condition        Report By
 ES0860  HISTORY     - 1981     MONUMENTED       AZDT
 ES0860
 ES0860                          STATION DESCRIPTION
 ES0860
 ES0860'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0860'THE STATION IS LOCATED 2 MILES NORTHEAST OF PAYSON AND ABOUT 1300 FEET
 ES0860'EAST OF THE TONTO NATIONAL FOREST RANGER STATION.  IT IS ON A LOW HILL
 ES0860'ABOUT 1000 FEET SOUTH OF ARIZONA HIGHWAY 260.
 ES0860'
 ES0860'THE STATION MARK IS AN AZDT DISK STAMPED---HELIPORT 1981---SET IN
 ES0860'TOP OF A 10 INCH CONCRETE MONUMENT BY A WITNESS POST AND SIGN.
 ES0860'
 ES0860'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HELIPORT RM 1 1981---SET
 ES0860'SET IN TOP OF A CONCRETE MONUMENT.
 ES0860'
 ES0860'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HELIPORT RM 2 1981---SET
 ES0860'IN TOP OF A CONCRETE MONUMENT.
 ES0860'
 ES0860'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ON
 ES0860'MAIN STREET FOR 0.6 MILE TO THE TRAFFIC LIGHT AT ARIZONA HIGHWAY 87.
 ES0860'TURN LEFT AND TRAVEL NORTH FOR 0.7 MILE TO THE JUNCTION WITH SR 260.
 ES0860'TURN RIGHT ALONG SR 260 FOR 0.95 MILE TO THE TONTO RANGER STATION ON
 ES0860'THE RIGHT, CONTINUE AHEAD ALONG SR 260 FOR 0.35 MILE TO A WIRE GATE
 ES0860'IN FENCELINE.  TURN RIGHT THROUGH GATE AND CONTINUE SOUTH FOR 0.1 MILE
 ES0860'TO A POWER LINE.  TURN LEFT ALONG POWER LINE 0.02 MILE TO A TRACK ROAD
 ES0860'ON RIGHT, TURN RIGHT AND GO SOUTHWEST FOR 0.15 MILE TO END OF TRUCK
 ES0860'TRAVEL.  THE STATION IS 100 FEET LEFT OF T ROAD ON TOP OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0884 ***********************************************************************
 FR0884  DESIGNATION -  HELLS
 FR0884  PID         -  FR0884
 FR0884  STATE/COUNTY-  AZ/YAVAPAI
 FR0884  USGS QUAD   -  ASH FORK (1979)
 FR0884
 FR0884                         *CURRENT SURVEY CONTROL
 FR0884  ___________________________________________________________________
 FR0884* NAD 83(1992)-  35 09 48.87298(N)    112 27 28.35166(W)     ADJUSTED  
 FR0884* NAVD 88     -      1602.2    (meters)    5257.     (feet)  VERTCON   
 FR0884  ___________________________________________________________________
 FR0884  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 FR0884  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 FR0884  HORZ ORDER  -  SECOND
 FR0884
 FR0884.The horizontal coordinates were established by classical geodetic methods
 FR0884.and adjusted by the National Geodetic Survey in August 1993.
 FR0884
 FR0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0884
 FR0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0884
 FR0884.The geoid height was determined by GEOID03.
 FR0884
 FR0884;                    North         East     Units Scale Factor Converg.
 FR0884;SPC AZ C     -   461,853.949   164,057.243   MT  0.99992995   -0 18 42.1
 FR0884;SPC AZ C     - 1,515,268.86    538,245.55   iFT  0.99992995   -0 18 42.1
 FR0884;UTM  12      - 3,892,156.196   367,226.873   MT  0.99981726   -0 50 23.0
 FR0884
 FR0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0884!SPC AZ C     -   0.99975250  x   0.99992995  =   0.99968247
 FR0884!UTM  12      -   0.99975250  x   0.99981726  =   0.99956981
 FR0884
 FR0884|---------------------------------------------------------------------|
 FR0884| PID    Reference Object                     Distance      Geod. Az  |
 FR0884|                                                           dddmmss.s |
 FR0884| CH2475 HELLS RM 2                           10.266 METERS 17520     |
 FR0884| CH2474 HELLS RM 1                           10.132 METERS 32435     |
 FR0884| FR0885 UNCLE                               APPROX. 0.6 KM 3431036.1 |
 FR0884|---------------------------------------------------------------------|
 FR0884
 FR0884                          SUPERSEDED SURVEY CONTROL
 FR0884
 FR0884  NAD 83(1986)-  35 09 48.87154(N)    112 27 28.34923(W) AD(       ) 2
 FR0884  NAD 27      -  35 09 48.82658(N)    112 27 25.70830(W) AD(       ) 2
 FR0884  NGVD 29 (07/19/86) 1601.3    (m)         5254.     (f) VERT ANG    3  
 FR0884
 FR0884.Superseded values are not recommended for survey control.
 FR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0884.See file dsdata.txt to determine how the superseded data were derived.
 FR0884
 FR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6722792156(NAD 83)
 FR0884_MARKER: DD = SURVEY DISK
 FR0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0884+STABILITY: SURFACE MOTION
 FR0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0884+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0884
 FR0884  HISTORY     - Date     Condition        Report By
 FR0884  HISTORY     - 1980     MONUMENTED       AZDT
 FR0884  HISTORY     - 20030503 GOOD             NGS
 FR0884
 FR0884                          STATION DESCRIPTION
 FR0884
 FR0884'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0884'THE STATION IS LOCATED 19 MILES NORTH OF PAULDEN, 4.5 MILES SOUTHEAST
 FR0884'OF ASH FORK AND ALONG THE WEST RIGHT OF WAY OF US HIGHWAY 89.
 FR0884'
 FR0884'THE STATION MARK IS AN ADOT DISK STAMPED HELLS 1980.  IT IS SET IN TOP
 FR0884'OF A CONCRETE MONUMENT 56 FEET WEST OF THE CENTERLINE OF US 89 AND 3
 FR0884'FEET NORTHEAST OF THE WITNESS POST.
 FR0884'
 FR0884'REFERENCE MARK 1 IS AN ADOT DISK STAMPED HELLS RM 1 1980.  IT IS SET
 FR0884'IN TOP OF A CONCRETE MONUMENT.
 FR0884'
 FR0884'REFERENCE MARK 2 IS AN ADOT DISK STAMPED HELLS RM 2 1980.  IT IS SET
 FR0884'IN TOP OF A CONCRETE MONUMENT.
 FR0884'
 FR0884'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTHEAST
 FR0884'ALONG US HIGHWAY 89 FOR 21.95 MILES TO THE STATION ON THE LEFT SIDE OF
 FR0884'HIGHWAY JUST BEFORE REACHING THE TOP OF THE HILL.
 FR0884
 FR0884                          STATION RECOVERY (2003)
 FR0884
 FR0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1073 ***********************************************************************
 CG1073  DESIGNATION -  HELMET PEAK 2
 CG1073  PID         -  CG1073
 CG1073  STATE/COUNTY-  AZ/PIMA
 CG1073  USGS QUAD   -  TWIN BUTTES (1981)
 CG1073
 CG1073                         *CURRENT SURVEY CONTROL
 CG1073  ___________________________________________________________________
 CG1073* NAD 83(1992)-  31 58 00.62632(N)    111 04 51.92140(W)     ADJUSTED  
 CG1073* NAVD 88     -      1224.     (meters)    4016.     (feet)  SCALED    
 CG1073  ___________________________________________________________________
 CG1073  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CG1073  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG1073  HORZ ORDER  -  FIRST
 CG1073
 CG1073.The horizontal coordinates were established by classical geodetic methods
 CG1073.and adjusted by the National Geodetic Survey in August 1993.
 CG1073
 CG1073.The orthometric height was scaled from a topographic map.
 CG1073
 CG1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1073
 CG1073.The geoid height was determined by GEOID03.
 CG1073
 CG1073;                    North         East     Units Scale Factor Converg.
 CG1073;SPC AZ C     -   107,495.372   292,338.077   MT  0.99997690   +0 26 32.6
 CG1073;SPC AZ C     -   352,675.10    959,114.43   iFT  0.99997690   +0 26 32.6
 CG1073;UTM  12      - 3,536,763.109   492,337.928   MT  0.99960072   -0 02 34.6
 CG1073
 CG1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1073!SPC AZ C     -   0.99981252  x   0.99997690  =   0.99978943
 CG1073!UTM  12      -   0.99981252  x   0.99960072  =   0.99941332
 CG1073
 CG1073|---------------------------------------------------------------------|
 CG1073| PID    Reference Object                     Distance      Geod. Az  |
 CG1073|                                                           dddmmss.s |
 CG1073| CG1077 HELMET PEAK 2 RM 1                    6.202 METERS 19624     |
 CG1073| CG1072 HELMET PEAK                           0.640 METERS 24036     |
 CG1073| CG1076 HELMET PEAK 2 RM 2                   13.225 METERS 29955     |
 CG1073| CH5289 HELMET PEAK 2 AZ MK                                3422309.5 |
 CG1073|---------------------------------------------------------------------|
 CG1073
 CG1073                          SUPERSEDED SURVEY CONTROL
 CG1073
 CG1073  NAD 83(1986)-  31 58 00.62070(N)    111 04 51.92028(W) AD(       ) 1
 CG1073  NAD 27      -  31 58 00.32900(N)    111 04 49.57900(W) AD(       ) 1
 CG1073
 CG1073.Superseded values are not recommended for survey control.
 CG1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1073.See file dsdata.txt to determine how the superseded data were derived.
 CG1073
 CG1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9233836763(NAD 83)
 CG1073_MARKER: DS = TRIANGULATION STATION DISK
 CG1073_SETTING: 66 = SET IN ROCK OUTCROP
 CG1073
 CG1073  HISTORY     - Date     Condition        Report By
 CG1073  HISTORY     - 1935     MONUMENTED       CGS
 CG1073  HISTORY     - 1956     GOOD             USE
 CG1073  HISTORY     - 1959     GOOD             CGS
 CG1073
 CG1073                          STATION DESCRIPTION
 CG1073
 CG1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1073'ABOUT 20 MILES SOUTH OF THE CITY OF TUCSON, IN SEC. 12, T. 17 S.,
 CG1073'R. 12 E.
 CG1073'
 CG1073'TO REACH FROM TUCSON GO WEST ON CONGRESS STREET FROM NORTH MAIN
 CG1073'STREET 0.7 MILE, TURN LEFT AND GO SOUTH 3.0 MILES TO AJO JUNCTION,
 CG1073'CONTINUE SOUTH ON PAVED ROAD 5.8 MILES TO SIGN READING TWIN BUTTES,
 CG1073'15 MILES ARIVACA 55 MILES, NOGALES 64 MILES, TUCSON 9 MILES,
 CG1073'CONTINUE SOUTH ON DIRT ROAD 1.1 MILES, AND GO THROUGH CATTLE
 CG1073'GUARD, CONTINUE 8.8 MILES TO A LARGE MINE, CONTINUE 0.6 MILE,
 CG1073'TURN LEFT OFF HIGHWAY AND DRIVE ACROSS COUNTRY TOWARD THE LOW
 CG1073'RIDGE, AND END OF TRUCK TRAVEL.  CLIMB SOUTHEAST TO ABRUPT
 CG1073'PEAK AND STATION, A PACK OF 30 MINUTES.
 CG1073'
 CG1073'DISTANCE TO REFERENCE MARKS ARE HORIZONTAL DISTANCES.
 CG1073'
 CG1073'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 CG1073
 CG1073                          STATION RECOVERY (1956)
 CG1073
 CG1073'RECOVERY NOTE BY US ENGINEERS 1956
 CG1073'STATION RECOVERED AS DESCRIBED.
 CG1073
 CG1073                          STATION RECOVERY (1959)
 CG1073
 CG1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1073'REFERENCE MARKS 1 AND 2 WERE ALL THAT WERE RECOVERED OF THIS
 CG1073'STATION.  A NEW STATION WAS ESTABLISHED AND NAMED HELMET PEAK 3,
 CG1073'IN THE APPROXIMATE LOCATION OF THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1074 ***********************************************************************
 CG1074  DESIGNATION -  HELMET PEAK 3
 CG1074  PID         -  CG1074
 CG1074  STATE/COUNTY-  AZ/PIMA
 CG1074  USGS QUAD   -  TWIN BUTTES (1981)
 CG1074
 CG1074                         *CURRENT SURVEY CONTROL
 CG1074  ___________________________________________________________________
 CG1074* NAD 83(1992)-  31 58 00.61968(N)    111 04 51.92156(W)     ADJUSTED  
 CG1074* NAVD 88     -      1223.7    (meters)    4015.     (feet)  VERTCON   
 CG1074  ___________________________________________________________________
 CG1074  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CG1074  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG1074  HORZ ORDER  -  SECOND
 CG1074
 CG1074.The horizontal coordinates were established by classical geodetic methods
 CG1074.and adjusted by the National Geodetic Survey in August 1993.
 CG1074
 CG1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1074
 CG1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1074
 CG1074.The geoid height was determined by GEOID03.
 CG1074
 CG1074;                    North         East     Units Scale Factor Converg.
 CG1074;SPC AZ C     -   107,495.167   292,338.074   MT  0.99997690   +0 26 32.6
 CG1074;SPC AZ C     -   352,674.43    959,114.42   iFT  0.99997690   +0 26 32.6
 CG1074;UTM  12      - 3,536,762.905   492,337.924   MT  0.99960072   -0 02 34.6
 CG1074
 CG1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1074!SPC AZ C     -   0.99981252  x   0.99997690  =   0.99978943
 CG1074!UTM  12      -   0.99981252  x   0.99960072  =   0.99941332
 CG1074
 CG1074|---------------------------------------------------------------------|
 CG1074| PID    Reference Object                     Distance      Geod. Az  |
 CG1074|                                                           dddmmss.s |
 CG1074| CG1077 HELMET PEAK 2 RM 1                    6.005 METERS 19655     |
 CG1074| CH5290 HELMET PEAK 3 AZ MK                                2804305.2 |
 CG1074| CG1076 HELMET PEAK 2 RM 2                   13.324 METERS 30041     |
 CG1074| CH5291 HELMET PEAK 3 RM 3                                 34824     |
 CG1074|---------------------------------------------------------------------|
 CG1074
 CG1074                          SUPERSEDED SURVEY CONTROL
 CG1074
 CG1074  NAD 83(1986)-  31 58 00.61405(N)    111 04 51.92044(W) AD(       ) 2
 CG1074  NAD 27      -  31 58 00.32570(N)    111 04 49.57690(W) AD(       ) 2
 CG1074  NGVD 29 (07/19/86) 1223.0    (m)         4012.     (f) VERT ANG    3  
 CG1074
 CG1074.Superseded values are not recommended for survey control.
 CG1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1074.See file dsdata.txt to determine how the superseded data were derived.
 CG1074
 CG1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9233836763(NAD 83)
 CG1074_MARKER: DS = TRIANGULATION STATION DISK
 CG1074_SETTING: 66 = SET IN ROCK OUTCROP
 CG1074
 CG1074  HISTORY     - Date     Condition        Report By
 CG1074  HISTORY     - 1959     MONUMENTED       CGS
 CG1074
 CG1074                          STATION DESCRIPTION
 CG1074
 CG1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1074'THE STATION IS LOCATED ABOUT 8 MILES WEST OF SAHUARITA AND 0.3 MILE
 CG1074'NORTH OF THE TWIN BUTTES ROAD, ON THE SUMMIT OF A PROMINENT
 CG1074'ROCKY PEAK.
 CG1074'
 CG1074'TO REACH THE STATION FROM THE POST OFFICE AT SAHUARITA, GO WEST
 CG1074'ON THE HELMET PEAK ROAD FOR 6.9 MILES TO ITS JUNCTION WITH THE
 CG1074'TWIN BUTTES ROAD, TURN RIGHT AND FOLLOW THE PAVEMENT NORTHERLY
 CG1074'FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, IN THE NORTHWEST
 CG1074'END OF THE CONCRETE HEADWALL OF A BRIDGE OVER A DEEP WASH.
 CG1074'CONTINUE AHEAD FOR 0.2 MILE TO A GRADED ROAD ON THE RIGHT, TURN
 CG1074'RIGHT AND GO 0.6 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT
 CG1074'AND FOLLOW THE TRACK ROAD UPGRADE FOR 0.3 MILE TO THE SADDLE
 CG1074'AND THE END OF TRUCK TRAVEL.  PACK SOUTHEASTERLY ALONG THE
 CG1074'ROCKY RIDGE FOR ABOUT 30 MINUTES TO THE HIGHEST PART OF THE HILL
 CG1074'AND THE STATION.
 CG1074'
 CG1074'THE STATION MARK IS A STANDARD DISK STAMPED HELMET PEAK 3 1959,
 CG1074'SET IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT 8 INCHES LOWER THAN
 CG1074'SURROUNDING ROCKS.
 CG1074'
 CG1074'R.M. 1 IS A STANDARD DISK STAMPED HELMET PEAK 1920 USGS NO 1 1935,
 CG1074'SET IN A DRILL HOLE IN BEDROCK THAT IS ABOUT 2 FEET LOWER THAN THE
 CG1074'STATION MARK.
 CG1074'
 CG1074'R.M. 2 IS A STANDARD DISK STAMPED HELMET PEAK 1920 USGS NO 2 1935,
 CG1074'SET IN A DRILL HOLE IN BEDROCK THAT IS ABOUT 3 FEET LOWER THAN
 CG1074'THE STATION MARK.
 CG1074'
 CG1074'R.M. 3 IS A STANDARD DISK STAMPED HELMET PEAK 3 NO 3 1959, SET
 CG1074'IN A DRILL HOLE IN BEDROCK THAT IS ABOUT 1 FOOT HIGHER THAN
 CG1074'THE STATION MARK.
 CG1074'
 CG1074'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HELMET PEAK 3 1959,
 CG1074'SET IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE HEADWALL
 CG1074'OF A BRIDGE OVER A DRY WASH.  IT IS 6 INCHES FROM THE END
 CG1074'STANCHION OF AN IRON PIPE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1065 ***********************************************************************
 CG1065  DESIGNATION -  HELVETIA
 CG1065  PID         -  CG1065
 CG1065  STATE/COUNTY-  AZ/PIMA
 CG1065  USGS QUAD   -  HELVETIA (1981)
 CG1065
 CG1065                         *CURRENT SURVEY CONTROL
 CG1065  ___________________________________________________________________
 CG1065* NAD 83(1992)-  31 50 34.37431(N)    110 45 43.11031(W)     ADJUSTED  
 CG1065* NAVD 88     -      1882.9    (meters)    6177.     (feet)  VERTCON   
 CG1065  ___________________________________________________________________
 CG1065  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 CG1065  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CG1065  HORZ ORDER  -  SECOND
 CG1065
 CG1065.The horizontal coordinates were established by classical geodetic methods
 CG1065.and adjusted by the National Geodetic Survey in August 1993.
 CG1065
 CG1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1065
 CG1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1065
 CG1065.The geoid height was determined by GEOID03.
 CG1065
 CG1065;                    North         East     Units Scale Factor Converg.
 CG1065;SPC AZ C     -    94,027.701   322,648.463   MT  1.00004726   +0 36 33.4
 CG1065;SPC AZ C     -   308,489.83  1,058,557.95   iFT  1.00004726   +0 36 33.4
 CG1065;UTM  12      - 3,523,045.217   522,521.009   MT  0.99960626   +0 07 32.1
 CG1065
 CG1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1065!SPC AZ C     -   0.99970892  x   1.00004726  =   0.99975617
 CG1065!UTM  12      -   0.99970892  x   0.99960626  =   0.99931529
 CG1065
 CG1065:                Primary Azimuth Mark                     Grid Az
 CG1065:SPC AZ C     -  DOBE RANCH WINDMILL                      011 01 01.6
 CG1065:UTM  12      -  DOBE RANCH WINDMILL                      011 30 02.9
 CG1065
 CG1065|---------------------------------------------------------------------|
 CG1065| PID    Reference Object                     Distance      Geod. Az  |
 CG1065|                                                           dddmmss.s |
 CG1065| CZ1819 DOBE RANCH WINDMILL                 APPROX.23.3 KM 0113735.0 |
 CG1065| CC6660 HELVETIA AZ MK                                     0631736.9 |
 CG1065| CC6662 HELVETIA RM 2                         6.391 METERS 15150     |
 CG1065| CC6661 HELVETIA RM 1                        11.930 METERS 35620     |
 CG1065|---------------------------------------------------------------------|
 CG1065
 CG1065                          SUPERSEDED SURVEY CONTROL
 CG1065
 CG1065  NAD 83(1986)-  31 50 34.37014(N)    110 45 43.10689(W) AD(       ) 2
 CG1065  NAD 27      -  31 50 34.06200(N)    110 45 40.80200(W) AD(       ) 2
 CG1065  NGVD 29 (07/19/86) 1882.0    (m)         6175.     (f) VERT ANG    3  
 CG1065
 CG1065.Superseded values are not recommended for survey control.
 CG1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1065.See file dsdata.txt to determine how the superseded data were derived.
 CG1065
 CG1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2252123045(NAD 83)
 CG1065_MARKER: Z = SEE DESCRIPTION
 CG1065_SETTING: 66 = SET IN ROCK OUTCROP
 CG1065
 CG1065  HISTORY     - Date     Condition        Report By
 CG1065  HISTORY     - 1936     MONUMENTED       CGS
 CG1065
 CG1065                          STATION DESCRIPTION
 CG1065
 CG1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1065'ABOUT 28 MILES SE OF TUCSON, ON A CREST OF THE SANTA RITA MOUNTAINS,
 CG1065'ON THE SUMMIT OF A SHARP AND ROCKY CRAG WHICH IS ABOUT 2 MILES
 CG1065'WNW OF THE ROSEMONT RANGER STATION, IN THE CORONADO NATIONAL
 CG1065'FOREST AND ABOUT 2 MILES ESE OF THE OLD MINING CAMP HELVETIA, 1/2
 CG1065'MILE NE AND 1/4 MILE SE, RESPECTIVELY, FROM TWO ROUNDED, ROCKY
 CG1065'DOMES OF ABOUT THE SAME ELEVATION, IN THE APPROXIMATE CENTER OF
 CG1065'A SMALL LEVEL AREA AT THE S END OF THE SUMMIT OF THE CRAG, ABOUT
 CG1065'30 YARDS S OF AND A FEW FEET LOWER THAN THE HIGH POINT, SET
 CG1065'IN AN OUTCROP OF LEDGE ROCK.
 CG1065'
 CG1065'THE AZIMUTH MARK IS ABOUT 1 MILE E OF THE STATION, ABOUT 80 FEET
 CG1065'W BY N OF THE SW CORNER OF AN OLD TIN SHACK, 12 FEET N OF THE
 CG1065'CENTER OF THE OLD MINE TRAIL LEADING TOWARDS THE STATION.
 CG1065'
 CG1065'R.M. NO. 1 IS NE OF THE STATION, IN AN OUTCROP OF LEDGE ROCK ON
 CG1065'THE LONGITUDINAL CENTER OF THE SUMMIT.
 CG1065'
 CG1065'R.M. NO. 2 IS SSE OF THE STATION, SET IN TOP OF A SMALL BOULDER
 CG1065'AT THE S EDGE OF THE SUMMIT.
 CG1065'
 CG1065'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTES 80 AND 89
 CG1065'AT THE U.S. VETERANS HOSPITAL AT TUCSON, GO E ON ROUTE 80 FOR 21.2
 CG1065'MILES AND BEAR RIGHT, SE, ON STATE ROUTE 83 AT Y, THENCE 13.0
 CG1065'MILES AND TURN RIGHT ON DOWN GRADE TRACK ROAD AT SIGN ROSEMONT
 CG1065'R.S. 2-1/2 MILES, THENCE SW ALONG THIS CROOKED TRACK UP A WASH
 CG1065'FOR 2.8 MILES TO THE RANGER STATION, THENCE 0.1 MILE AND KEEP
 CG1065'RIGHT FORK OF MAIN TRAVELED ROAD, THENCE 0.2 MILE AND KEEP
 CG1065'RIGHT FORK UP THE WASH, THENCE 1.5 MILES AND PASS TO LEFT OF
 CG1065'OLD TIN SHACK, THENCE ABOUT 0.3 MILE AND TAKE THE LEFT UP
 CG1065'HILL FORK FOR ABOUT 1/2 MILE TO POINT WHERE TRUCK CAN BE
 CG1065'TURNED AROUND AND END OF TRUCK TRAVEL.  CONTINUE S AND W ALONG
 CG1065'THE OLD MINE TRAIL FOR A SHORT 1/4 MILE TO A DEEP GULLY
 CG1065'LEADING S.  GO S UP THIS GULLY FOR ABOUT 3/8 MILE TO CROSS
 CG1065'RIDGE AND FOLLOW THIS CROSS RIDGE AROUND TO THE W FOR ABOUT
 CG1065'3/8 MILE TO THE STATION ON THE SUMMIT, ABOUT 1 MILE HARD GOING
 CG1065'40 MINUTES LOADED.  THERE IS A LONE MAGUEY STALK BESIDE THE
 CG1065'STATION WHICH CAN BE SEEN UNTIL NEAR THE TOP.
 CG1065'
 CG1065'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1121 ***********************************************************************
 ET1121  DESIGNATION -  HENDERSON
 ET1121  PID         -  ET1121
 ET1121  STATE/COUNTY-  AZ/YAVAPAI
 ET1121  USGS QUAD   -  SYCAMORE BASIN (1973)
 ET1121
 ET1121                         *CURRENT SURVEY CONTROL
 ET1121  ___________________________________________________________________
 ET1121* NAD 83(1992)-  34 57 56.50630(N)    112 05 55.69640(W)     ADJUSTED  
 ET1121* NAVD 88     -      1934.5    (meters)    6347.     (feet)  VERTCON   
 ET1121  ___________________________________________________________________
 ET1121  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 ET1121  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ET1121  HORZ ORDER  -  THIRD
 ET1121
 ET1121.The horizontal coordinates were established by classical geodetic methods
 ET1121.and adjusted by the National Geodetic Survey in August 1993.
 ET1121
 ET1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1121
 ET1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1121
 ET1121.The geoid height was determined by GEOID03.
 ET1121
 ET1121;                    North         East     Units Scale Factor Converg.
 ET1121;SPC AZ C     -   439,784.074   196,727.683   MT  0.99990341   -0 06 15.8
 ET1121;SPC AZ C     - 1,442,861.14    645,432.03   iFT  0.99990341   -0 06 15.8
 ET1121;UTM  12      - 3,869,790.191   399,688.311   MT  0.99972401   -0 37 47.1
 ET1121
 ET1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1121!SPC AZ C     -   0.99970029  x   0.99990341  =   0.99960373
 ET1121!UTM  12      -   0.99970029  x   0.99972401  =   0.99942439
 ET1121
 ET1121|---------------------------------------------------------------------|
 ET1121| PID    Reference Object                     Distance      Geod. Az  |
 ET1121|                                                           dddmmss.s |
 ET1121| CS3976 HENDERSON RM 2                       20.598 METERS 10714     |
 ET1121| CS3975 HENDERSON RM 1                        8.726 METERS 21335     |
 ET1121| FR1038 BEAR                                APPROX.12.4 KM 2884213.7 |
 ET1121|---------------------------------------------------------------------|
 ET1121
 ET1121                          SUPERSEDED SURVEY CONTROL
 ET1121
 ET1121  NAD 83(1986)-  34 57 56.50276(N)    112 05 55.69482(W) AD(       ) 3
 ET1121  NGVD 29 (04/23/90) 1933.7    (m)         6344.     (f) VERT ANG    3  
 ET1121
 ET1121.Superseded values are not recommended for survey control.
 ET1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1121.See file dsdata.txt to determine how the superseded data were derived.
 ET1121
 ET1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9968869790(NAD 83)
 ET1121_MARKER: DS = TRIANGULATION STATION DISK
 ET1121_SETTING: 66 = SET IN ROCK OUTCROP
 ET1121_SP_SET: SET IN ROCK OUTCROP
 ET1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1121+STABILITY: POSITION/ELEVATION WELL
 ET1121
 ET1121  HISTORY     - Date     Condition        Report By
 ET1121  HISTORY     - 1943     MONUMENTED       USGS
 ET1121  HISTORY     - 1959     GOOD             USGS
 ET1121  HISTORY     - 1962     GOOD             USGS
 ET1121
 ET1121                          STATION DESCRIPTION
 ET1121
 ET1121'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1121'LOCATED 1 MI S. AND 15.5 MI E. OF DRAKE (FORMERLY CEDAR GLADE),
 ET1121'1.6 MI FROM HENDERSON TANK.  ON DIVIDE BETWEEN CEDAR CREEK AND
 ET1121'RAILROAD DRAW, ON BIG SQUARE-TOPPED RISE ON DIVIDE WHICH IS
 ET1121'ROLLING TABLELAND, AT HIGHEST POINT, 85 FT E. OF STEEP WEST
 ET1121'BREAK, 30 FT N. OF SOUTH EDGE OF TOP.
 ET1121'
 ET1121'STATION MARK--STANDARD TABLET STAMPED---HENDERSON 1943---, CEMENTED
 ET1121'IN OUTCROP.
 ET1121'
 ET1121'RM 1--40D NAIL IN BLAZE ON JUNIPER TREE.
 ET1121'
 ET1121'RM 2--40D NAIL IN BLAZE ON JUNIPER TREE.
 ET1121
 ET1121                          STATION RECOVERY (1959)
 ET1121
 ET1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ET1121'RECOVERED AS DESCRIBED BY USGS.
 ET1121'
 ET1121'TO REACH FROM INTERSECTION OF 4TH STREET AND U.S. HWYS. 66 AND 89
 ET1121'IN WILLIAMS, DRIVE 8.8 MI S. ON PERKINSVILLE RD.  TURN LEFT OFF
 ET1121'NEW CONSTRUCTION FOLLOWING 1959 ROUTE OF PERKINSVILLE RD. 7 MI
 ET1121'S.  TURN LEFT AS PER SIGN SYCAMORE RIM 13 1.5 MI S. AND E. TO
 ET1121'RD. FORK AND SIGN SALT BOX RD.  TURN RIGHT FOLLOWING MAIN TRACK
 ET1121'RD. 3.5 MI S. TO BARE RIDGE WHERE RD. TURNS RIGHT, CONTINUE ON
 ET1121'TRACK RD. 2 MI SE. TO END OF TRUCK TRAVEL.  PACK SE. ALONG DIM COW
 ET1121'TRAIL WHICH FOLLOWS GENERAL DIRECTION OF RIDGE ABOUT 1 MI TO BASE
 ET1121'OF SMALL BUT PROMINENT TIMBERED MESA.  CLIMB TO MESA AND HIKE TO
 ET1121'SOUTH TIP, HIGHEST POINT AND STATION.  ABOUT A 1-HOUR PACK.
 ET1121
 ET1121                          STATION RECOVERY (1962)
 ET1121
 ET1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ET1121'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0727 ***********************************************************************
 FQ0727  DESIGNATION -  HENNESSY
 FQ0727  PID         -  FQ0727
 FQ0727  STATE/COUNTY-  AZ/NAVAJO
 FQ0727  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0727
 FQ0727                         *CURRENT SURVEY CONTROL
 FQ0727  ___________________________________________________________________
 FQ0727* NAD 83(1992)-  35 04 44.45721(N)    110 00 51.15437(W)     ADJUSTED  
 FQ0727* NAVD 88     -      1799.9    (meters)    5905.     (feet)  VERTCON   
 FQ0727  ___________________________________________________________________
 FQ0727  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 FQ0727  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FQ0727  HORZ ORDER  -  FIRST
 FQ0727
 FQ0727.The horizontal coordinates were established by classical geodetic methods
 FQ0727.and adjusted by the National Geodetic Survey in August 1993.
 FQ0727
 FQ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0727
 FQ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0727
 FQ0727.The geoid height was determined by GEOID03.
 FQ0727
 FQ0727;                    North         East     Units Scale Factor Converg.
 FQ0727;SPC AZ E     -   452,350.096   227,262.754   MT  0.99990238   +0 05 15.4
 FQ0727;SPC AZ E     - 1,484,088.24    745,612.71   iFT  0.99990238   +0 05 15.4
 FQ0727;UTM  12      - 3,882,250.026   589,869.968   MT  0.99969954   +0 33 59.7
 FQ0727
 FQ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0727!SPC AZ E     -   0.99972130  x   0.99990238  =   0.99962371
 FQ0727!UTM  12      -   0.99972130  x   0.99969954  =   0.99942092
 FQ0727
 FQ0727|---------------------------------------------------------------------|
 FQ0727| PID    Reference Object                     Distance      Geod. Az  |
 FQ0727|                                                           dddmmss.s |
 FQ0727| CD3485 HENNESSY RM 1                         7.474 METERS 06844     |
 FQ0727| CD3484 HENNESSY AZ MK                                     0922959.0 |
 FQ0727| CD3486 HENNESSY RM 2                         4.750 METERS 13719     |
 FQ0727| FQ0725 GEORGE HENNESSYS HOUSE CHIMNEY      APPROX. 3.2 KM 3533643.5 |
 FQ0727|---------------------------------------------------------------------|
 FQ0727
 FQ0727                          SUPERSEDED SURVEY CONTROL
 FQ0727
 FQ0727  NAD 83(1986)-  35 04 44.45095(N)    110 00 51.15814(W) AD(       ) 1
 FQ0727  NAD 27      -  35 04 44.36700(N)    110 00 48.72500(W) AD(       ) 1
 FQ0727  NGVD 29 (07/19/86) 1799.0    (m)         5902.     (f) VERT ANG    3  
 FQ0727
 FQ0727.Superseded values are not recommended for survey control.
 FQ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0727.See file dsdata.txt to determine how the superseded data were derived.
 FQ0727
 FQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8987082250(NAD 83)
 FQ0727_MARKER: DS = TRIANGULATION STATION DISK
 FQ0727_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0727_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FQ0727
 FQ0727  HISTORY     - Date     Condition        Report By
 FQ0727  HISTORY     - 1919     MONUMENTED       CGS
 FQ0727  HISTORY     - 1936     GOOD             CGS
 FQ0727  HISTORY     - 1970     SEE DESCRIPTION  NGS
 FQ0727  HISTORY     - 1973     SEE DESCRIPTION  AZHD
 FQ0727
 FQ0727                          STATION DESCRIPTION
 FQ0727
 FQ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 FQ0727'STATION IS ON THE SOUTHWEST POINT OF THE SOUTHERN OF TWO SMALL
 FQ0727'BUTTES, 18 MILES BY ROAD NORTHEAST OF HOLBROOK, AND 2-1/2
 FQ0727'MILES SOUTH OF GEO. HENNESSYS RANCH HOUSE.  TRUCKS CAN BE
 FQ0727'DRIVEN TO THE HENNESSY RANCH.
 FQ0727'
 FQ0727'STATION STAMPED 1919 BUT OCCUPIED IN 1920.
 FQ0727'
 FQ0727'SURFACE MARK SET IN DEPRESSION IN ROCK OUTCROP.  WITNESS MARK IS A
 FQ0727'ROCK CAIRN.
 FQ0727
 FQ0727                          STATION RECOVERY (1936)
 FQ0727
 FQ0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0727'THIS IS A TRIANGULATION STATION OF THE U.S. COAST AND GEODETIC
 FQ0727'SURVEY.  IT IS ABOUT 15 MILES NORTHEAST OF HOLBROOK AND ABOUT
 FQ0727'2 MILES SOUTH OF THE OLD HENNESSY RANCH.
 FQ0727'
 FQ0727'TO REACH FROM HOLBROOK AT THE INTERSECTION OF U.S. HIGHWAYS
 FQ0727'66 AND 260, GO EASTERLY ON HIGHWAY 66 TOWARDS NAVAJO FOR 1.8
 FQ0727'MILES TO THE INTERSECTION WITH THE KEAMS CANYON ROAD.  HERE
 FQ0727'TURN LEFT ON THE KEAMS CANYON ROAD AND FOLLOW IT FOR 7.4 MILES
 FQ0727'TO AIRWAY BEACON NO. 49.  FROM HERE CONTINUE ON THE KEAMS CANYON
 FQ0727'ROAD FOR 2.0 MILES TO A RANCH ROAD RIGHT THAT IS ABOUT 0.2 MILE
 FQ0727'BEFORE CROSSING A SMALL WOODEN BRIDGE OVER A WASH.  HERE TURN
 FQ0727'RIGHT ON THE RANCH ROAD AND FOLLOW IT FOR 2.0 MILES TO A
 FQ0727'CATTLE GUARD.  CONTINUE ON THE RANCH ROAD FOR 1.2 MILES TO
 FQ0727'ANOTHER CATTLE GUARD.  FROM HERE CONTINUE ON THE RANCH
 FQ0727'ROAD FOR 1.8 MILES.  HERE THE STATION CAN BE SEEN TO THE
 FQ0727'SOUTHWEST.  HEAD ACROSS COUNTRY AND WORK THE TRUCK AS NEAR
 FQ0727'TO THE BASE AS POSSIBLE.  PACK UP TO THE HIGHEST POINT ON THE MOST
 FQ0727'SOUTHERN BUTTE AND THE STATION.  IN CASE OF WET WEATHER IT
 FQ0727'WOULD BE BEST TO GO TO THE HENNESSEY RANCH, WHICH IS 3.0
 FQ0727'MILES BEYOND THE LAST CATTLE GUARD, AND INQUIRE AS TO THE
 FQ0727'BEST ROAD TO THE STATION.  THE STATION IS ON THE MOST
 FQ0727'SOUTHERLY OF TWO BUTTES THAT CAN BE SEEN TO THE SOUTHEAST FROM
 FQ0727'THE KEAMS CANYON ROAD AFTER PASSING THE AIRWAY BEACON.
 FQ0727'
 FQ0727'THIS STATION WAS OCCUPIED TO ESTABLISH AN AZIMUTH MARK.  TWO
 FQ0727'REFERENCE MARKS WERE ALSO ESTABLISHED AT THIS TIME.
 FQ0727'
 FQ0727'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-SOUTHEAST OF
 FQ0727'THE STATION.  IT IS CEMENTED IN THE TOP OF AN OUTCROPPING
 FQ0727'BEDROCK WHICH IS BLACK LAVA.  THE MARK IS ON A SMALL HILL THAT
 FQ0727'IS AT THE FOOT OF THE BUTTE, AND IS THE MOST EAST-SOUTHEASTERLY
 FQ0727'OF SEVERAL.  A SMALL ROCK CAIRN WAS BUILT 4 FEET SOUTH OF THE
 FQ0727'MARK.  THE MARK IS STAMPED HENNESSY 1919-1936.
 FQ0727'
 FQ0727'REFERENCE MARK NO. 1 IS 7.470 METERS NORTHEAST OF THE STATION.
 FQ0727'IT IS CEMENTED IN OUTCROPPING BEDROCK.  THE MARK IS STAMPED
 FQ0727'HENNESSY 1919-1936.
 FQ0727'
 FQ0727'REFERENCE MARK NO. 2 IS 4.750 METERS SOUTHEAST OF THE STATION.
 FQ0727'IT IS CEMENTED IN OUTCROPPING BEDROCK.  THE MARK IS STAMPED
 FQ0727'HENNESSY 1919-1936.
 FQ0727'
 FQ0727'THE STATION MARK IS STAMPED HENNESEY 1919.  IT IS CEMENTED
 FQ0727'IN THE TOP OF AN OUTCROPPING BEDROCK.
 FQ0727'
 FQ0727'NOTE--THE SPELLING OF THE NAME HENNESEY IS DIFFERENT ON THE
 FQ0727'STATION MARK FROM THAT ON THE AZIMUTH MARK AND REFERENCE MARKS.
 FQ0727'
 FQ0727'A 4-FOOT STAND WAS USED.
 FQ0727
 FQ0727                          STATION RECOVERY (1970)
 FQ0727
 FQ0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FQ0727'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 FQ0727'AND FOUND IN GOOD CONDITION.  THE STATION MARK AND DRILL HOLE
 FQ0727'HAD BEEN BROKEN FROM THE ROCK OUTCROP.  THE STATION MARK WAS
 FQ0727'RESET AT THIS TIME IN THE ORIGINAL POSITION AT A LOWER ELEVATION
 FQ0727'USING THE OLD ANGLES AND DISTANCES OF THE AZIMUTH MARK AND
 FQ0727'REFERENCE MARKS.
 FQ0727'
 FQ0727'THE STATION IS LOCATED ON TOP OF THE SOUTH 1 OF 2 PROMINENT
 FQ0727'HENNESSY BUTTES.  IT IS ABOUT 7-1/2 MILES NORTH OF INTERSTATE
 FQ0727'HIGHWAY 40 AND 2 MILES SOUTH OF THE HENNESSY RANCH.
 FQ0727'
 FQ0727'TO REACH THE STATION FROM THE DEPARTMENT OF HIGHWAYS DISTRICT
 FQ0727'OFFICE NO. 5 IN HOLBROOK, GO EAST ALONG U.S. HIGHWAY 66 AND
 FQ0727'I-40 FOR 5.7 MILES TO TO THE SUN VALLEY INTERCHANGE.  EXIT
 FQ0727'AND GO NORTH ALONG ARNTZ ROAD FOR 0.5 MILE TO PIMA STREET.  TURN
 FQ0727'RIGHT AND GO EAST FOR 2.9 MILES TO A FORK.  TAKE THE LEFT FORK
 FQ0727'PER SIGN LITTLE PAINTED DESERT AND GO NORTH FOR 6.9 MILES TO
 FQ0727'A FENCE LINE AND THE AZIMUTH MARK ON TOP OF THE HILL ON THE
 FQ0727'RIGHT.  CONTINUE NORTH FOR ABOUT 0.5 MILE TO THE END OF TRUCK
 FQ0727'TRAVEL NEAR THE TOP OF THE BUTTE.  IT IS ABOUT A 5 MINUTE
 FQ0727'PACK TO THE STATION ON TOP OF THE BUTTE.
 FQ0727'
 FQ0727'THE STATION MARK IS A STANDARD DISK STAMPED, HENNESSY 1919
 FQ0727'1970.  IT IS SET IN A DRILL HOLE AND RE-INFORCED WITH CONCRETE.
 FQ0727'THE MARK IS ON THE HIGHEST PART OF THE BUTTE.
 FQ0727'
 FQ0727'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, HENNESSY NO 1
 FQ0727'1919 1936.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF ROCK WHICH
 FQ0727'IS ABOUT 2 FEET LOWER THAN THE STATION.
 FQ0727'
 FQ0727'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HENNESSY NO 2 1919
 FQ0727'1936.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF ROCK WHICH
 FQ0727'IS ABOUT 2 FEET LOWER THAN THE STATION.
 FQ0727'
 FQ0727'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HENNESSY 1919
 FQ0727'1936.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF ROCK WHICH IS
 FQ0727'ON THE TOP OF A SMALL HILL AT THE FOOT OF THE BUTTE.  IT IS THE
 FQ0727'MOST SOUTHEAST 1 OF SEVERAL SMALL HILLS.  THE MARK IS ABOUT
 FQ0727'3 FEET EAST OF A 3 FOOT CAIRN.
 FQ0727'
 FQ0727'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0727'
 FQ0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 FQ0727'MILES NORTHEAST OF HOLBROOK.
 FQ0727
 FQ0727                          STATION RECOVERY (1973)
 FQ0727
 FQ0727'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (JCJ)
 FQ0727'HENNESSY 1919 - 1970-GOOD
 FQ0727'
 FQ0727'HENNESSY NO. 1 1919 - 1936-GOOD
 FQ0727'
 FQ0727'HENNESSY NO. 2 1919 - 1936-GOOD
 FQ0727'
 FQ0727'THIS TRIANGULATION STATION IS LOCATED IN A MATERIAL PIT
 FQ0727'TO BE USED FOR A HIGHWAY CONSTRUCTION PROJECT AND WILL BE
 FQ0727'DESTROYED.  A HIGHWAY DEPARTMENT SURVEY CREW WILL REFERENCE
 FQ0727'THIS STATION BY TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0724 ***********************************************************************
 FQ0724  DESIGNATION -  HENNESSYS PASTURE BLACK BUTTE
 FQ0724  PID         -  FQ0724
 FQ0724  STATE/COUNTY-  AZ/NAVAJO
 FQ0724  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0724
 FQ0724                         *CURRENT SURVEY CONTROL
 FQ0724  ___________________________________________________________________
 FQ0724* NAD 83(1992)-  35 07 40.74656(N)    110 03 07.53946(W)     ADJUSTED  
 FQ0724* NAVD 88     -              **(meters)            **(feet)            
 FQ0724  ___________________________________________________________________
 FQ0724  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FQ0724  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FQ0724  HORZ ORDER  -  THIRD
 FQ0724
 FQ0724.The horizontal coordinates were established by classical geodetic methods
 FQ0724.and adjusted by the National Geodetic Survey in August 1993.
 FQ0724
 FQ0724
 FQ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0724
 FQ0724.The geoid height was determined by GEOID03.
 FQ0724
 FQ0724;                    North         East     Units Scale Factor Converg.
 FQ0724;SPC AZ E     -   457,777.700   223,801.749   MT  0.99990134   +0 03 57.3
 FQ0724;SPC AZ E     - 1,501,895.34    734,257.71   iFT  0.99990134   +0 03 57.3
 FQ0724;UTM  12      - 3,887,647.378   586,364.408   MT  0.99969192   +0 32 43.7
 FQ0724
 FQ0724                          SUPERSEDED SURVEY CONTROL
 FQ0724
 FQ0724  NAD 83(1986)-  35 07 40.73856(N)    110 03 07.54330(W) AD(       ) 4
 FQ0724  NAD 27      -  35 07 40.66000(N)    110 03 05.11000(W) AD(       ) 3
 FQ0724
 FQ0724.Superseded values are not recommended for survey control.
 FQ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0724.See file dsdata.txt to determine how the superseded data were derived.
 FQ0724
 FQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8636487647(NAD 83)
 FQ0724
 FQ0724  HISTORY     - Date     Condition        Report By
 FQ0724  HISTORY     - UNK      MONUMENTED
 FQ0724  HISTORY     - 1956     GOOD             CGS
 FQ0724
 FQ0724                          STATION DESCRIPTION
 FQ0724
 FQ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (VRS)
 FQ0724'RECOVERY WAS VERIFIED BY USING THE STATION IN AN AIR PHOTOGRAPHIC
 FQ0724'PLOT.  A COMPLETE DESCRIPTION FOLLOWS--
 FQ0724'
 FQ0724'THE STATION IS ABOUT 19 MI. N OF HOLBROOK, 2.5 MI. E OF THE
 FQ0724'HOLBROOK-KEAMS CANYON ROAD, AND 3 MI. NW OF GEORGE HENNESSYS
 FQ0724'RANCH-HOUSE.  IT IS THE HIGHEST POINT ON A SHARP VERTICAL ROCK
 FQ0724'WALL ON THE N SIDE OF A RIGHT-ANGLE BEND IN LEROUX WASH.
 FQ0724'
 FQ0724'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1285 ***********************************************************************
 DA1285  DESIGNATION -  HENRY
 DA1285  PID         -  DA1285
 DA1285  STATE/COUNTY-  AZ/PIMA
 DA1285  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA1285
 DA1285                         *CURRENT SURVEY CONTROL
 DA1285  ___________________________________________________________________
 DA1285* NAD 83(1992)-  32 00 36.57439(N)    113 05 35.39324(W)     ADJUSTED  
 DA1285* NAVD 88     -       545.1    (meters)    1788.     (feet)  VERTCON   
 DA1285  ___________________________________________________________________
 DA1285  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DA1285  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DA1285  HORZ ORDER  -  THIRD
 DA1285
 DA1285.The horizontal coordinates were established by classical geodetic methods
 DA1285.and adjusted by the National Geodetic Survey in August 1993.
 DA1285
 DA1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1285
 DA1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1285
 DA1285.The geoid height was determined by GEOID03.
 DA1285
 DA1285;                    North         East     Units Scale Factor Converg.
 DA1285;SPC AZ C     -   112,598.426   102,208.924   MT  1.00005232   -0 37 25.3
 DA1285;SPC AZ C     -   369,417.41    335,331.12   iFT  1.00005232   -0 37 25.3
 DA1285;UTM  12      - 3,543,476.621   302,291.789   MT  1.00008208   -1 06 35.6
 DA1285
 DA1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1285!SPC AZ C     -   0.99991954  x   1.00005232  =   0.99997185
 DA1285!UTM  12      -   0.99991954  x   1.00008208  =   1.00000161
 DA1285
 DA1285:                Primary Azimuth Mark                     Grid Az
 DA1285:SPC AZ C     -  BOUNDARY MON 174 MX US                   195 14 36.1
 DA1285:UTM  12      -  BOUNDARY MON 174 MX US                   195 43 46.4
 DA1285
 DA1285|---------------------------------------------------------------------|
 DA1285| PID    Reference Object                     Distance      Geod. Az  |
 DA1285|                                                           dddmmss.s |
 DA1285| CH0142 BOUNDARY MON 174 MX US              APPROX. 4.9 KM 1943710.8 |
 DA1285|---------------------------------------------------------------------|
 DA1285
 DA1285                          SUPERSEDED SURVEY CONTROL
 DA1285
 DA1285  NAD 83(1986)-  32 00 36.55300(N)    113 05 35.38972(W) AD(       ) 3
 DA1285  NGVD 29 (06/20/88)  544.4    (m)         1786.     (f) VERT ANG    3  
 DA1285
 DA1285.Superseded values are not recommended for survey control.
 DA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1285.See file dsdata.txt to determine how the superseded data were derived.
 DA1285
 DA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA0229243477(NAD 83)
 DA1285_MARKER: DS = TRIANGULATION STATION DISK
 DA1285_SETTING: 66 = SET IN ROCK OUTCROP
 DA1285_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1285+STABILITY: POSITION/ELEVATION WELL
 DA1285
 DA1285  HISTORY     - Date     Condition        Report By
 DA1285  HISTORY     - 1962     MONUMENTED       AMS
 DA1285
 DA1285                          STATION DESCRIPTION
 DA1285
 DA1285'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1285'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1285'
 DA1285'LOCATED ABOUT 28 MI SW. OF AJO, ABOUT 19 MI NW. OF LUKEVILLE.  ON
 DA1285'NORTH ONE OF GROUP OF THREE HILLS AT EAST END OF AGUA DULCE
 DA1285'MOUNTAINS, ON HIGHEST POINT OF N.-S. RIDGE.
 DA1285'
 DA1285'REACHED BY HELICOPTER.  LANDING MADE ON DESERT FLOOR NE. OF HILL.
 DA1285'A 20-MINUTE PACK TO STATION.
 DA1285'
 DA1285'STATION MARK--USE DISK STAMPED---HENRY ARMY MAP SERVICE 1962---,
 DA1285'CEMENTED IN DRILL HOLE IN BEDROCK, 0.4 FT BELOW SURROUNDING ROCK.
 DA1285'
 DA1285'RM 1--USE RM DISK STAMPED---HENRY RM NO 1 ARMY MAP SERVICE 1962---,
 DA1285'CEMENTED IN DRILL HOLE IN ROCK.
 DA1285'
 DA1285'RM 2--USE RM DISK STAMPED---HENRY RM NO 2 ARMY MAP SERVICE 1962---,
 DA1285'CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0990 ***********************************************************************
 FR0990  DESIGNATION -  HERD
 FR0990  PID         -  FR0990
 FR0990  STATE/COUNTY-  AZ/MOHAVE
 FR0990  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0990
 FR0990                         *CURRENT SURVEY CONTROL
 FR0990  ___________________________________________________________________
 FR0990* NAD 83(1992)-  35 33 57.61345(N)    113 59 58.67312(W)     ADJUSTED  
 FR0990* NAVD 88     -       858.0    (meters)    2815.     (feet)  VERTCON   
 FR0990  ___________________________________________________________________
 FR0990  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 FR0990  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FR0990  HORZ ORDER  -  FIRST
 FR0990
 FR0990.The horizontal coordinates were established by classical geodetic methods
 FR0990.and adjusted by the National Geodetic Survey in August 1993.
 FR0990
 FR0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0990
 FR0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0990
 FR0990.The geoid height was determined by GEOID03.
 FR0990
 FR0990;                    North         East     Units Scale Factor Converg.
 FR0990;SPC AZ W     -   506,409.210   190,731.121   MT  0.99993964   -0 08 42.7
 FR0990;SPC AZ W     - 1,661,447.54    625,758.27   iFT  0.99993964   -0 08 42.7
 FR0990;UTM  12      - 3,939,955.127   228,136.363   MT  1.00051090   -1 44 44.8
 FR0990;UTM  11      - 3,939,957.164   771,930.467   MT  1.00051135   +1 44 46.3
 FR0990
 FR0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0990!SPC AZ W     -   0.99986972  x   0.99993964  =   0.99980937
 FR0990!UTM  12      -   0.99986972  x   1.00051090  =   1.00038056
 FR0990!UTM  11      -   0.99986972  x   1.00051135  =   1.00038101
 FR0990
 FR0990|---------------------------------------------------------------------|
 FR0990| PID    Reference Object                     Distance      Geod. Az  |
 FR0990|                                                           dddmmss.s |
 FR0990| CH2480 HERD RM 1                            11.249 METERS 04739     |
 FR0990| CH2479 HERD AZ MK                                         1264911.9 |
 FR0990| CH2481 HERD RM 2                            10.401 METERS 14455     |
 FR0990| FS1038 SHARP HIGH PEAK CAIRN               APPROX.25.4 KM 2041443.7 |
 FR0990|---------------------------------------------------------------------|
 FR0990
 FR0990                          SUPERSEDED SURVEY CONTROL
 FR0990
 FR0990  NAD 83(1986)-  35 33 57.60718(N)    113 59 58.67077(W) AD(       ) 1
 FR0990  NAD 27      -  35 33 57.65000(N)    113 59 55.82600(W) AD(       ) 1
 FR0990  NGVD 29 (07/19/86)  857.2    (m)         2812.     (f) VERT ANG    3  
 FR0990
 FR0990.Superseded values are not recommended for survey control.
 FR0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0990.See file dsdata.txt to determine how the superseded data were derived.
 FR0990
 FR0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE2813639955(NAD 83)
 FR0990_MARKER: DS = TRIANGULATION STATION DISK
 FR0990_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0990_SP_SET: METAL PIPE IN CONCRETE
 FR0990
 FR0990  HISTORY     - Date     Condition        Report By
 FR0990  HISTORY     - 1936     MONUMENTED       CGS
 FR0990  HISTORY     - 1948     GOOD             CGS
 FR0990  HISTORY     - 1950     GOOD             CGS
 FR0990  HISTORY     - 1955     GOOD             CGS
 FR0990  HISTORY     - 1960     GOOD             AMS
 FR0990  HISTORY     - 1960     GOOD             CGS
 FR0990  HISTORY     - 1972     GOOD             LOCENG
 FR0990
 FR0990                          STATION DESCRIPTION
 FR0990
 FR0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0990'THIS STATION IS ON THE WEST BOUNDARY OF THE HUALPAI INDIAN
 FR0990'RESERVATION, ABOUT 4 MILES NORTH OF THE SOUTHWEST CORNER OF
 FR0990'SAME, ABOUT 21 MILES AIRLINE NORTHWEST OF HACKBERRY AND ABOUT
 FR0990'32 MILES AIRLINE WEST OF PEACH SPRINGS.  IT IS ON THE WEST
 FR0990'SIDE OF A VALLEY, ON FLAT BOTTOM LAND, WHICH IS BARE EXCEPT
 FR0990'FOR WEEDS, ABOUT 10 YARDS SOUTH OF A DIM TRACK ROAD THROUGH
 FR0990'THE DESERT.
 FR0990'
 FR0990'THE STATION AND BOTH REFERENCES ARE MARKED BY STANDARD DISKS
 FR0990'SET IN THE TOP OF PIPES WHICH ARE EMBEDDED IN CIRCULAR MASSES
 FR0990'OF CONCRETE.  THE DISKS PROJECT ABOUT 12 INCHES ABOVE THE
 FR0990'TOP OF THE CONCRETE MASS AND THE TOP OF THE CONCRETE PROJECTS
 FR0990'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 FR0990'
 FR0990'THE AZIMUTH MARK, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FR0990'IS 0.3 MILE EAST-SOUTHEAST OF
 FR0990'THE STATION ON THE NORTH SIDE OF THE TRACK ROADS LEADING INTO
 FR0990'THE STATION.  THE MARK PROJECTS ABOUT 8 INCHES ABOVE THE
 FR0990'GROUND SURFACE.
 FR0990'
 FR0990'TO REACH THE STATION FROM THE POST OFFICE IN PEACH SPRINGS,
 FR0990'GO WEST ON U.S. HIGHWAY 66 FOR 28.2 MILES (5.8 MILES WEST OF
 FR0990'THE NORTHSIDE GARAGE AND STANDARD STATION IN HACKBERRY)
 FR0990'TO A BLADED T-ROAD TO THE RIGHT (NORTH).  HERE, TURN RIGHT AND
 FR0990'FOLLOW THE BLADED ROAD NORTHWEST UP THE VALLEY FOR 6.0 MILES
 FR0990'TO A DIM TRACK ROAD TO THE LEFT ABOUT 0.1 MILE SOUTH OF
 FR0990'TRIANGULATION STATION VALLEY.  TURN LEFT OFF THE BLADED ROAD
 FR0990'AND GO WESTERLY ON THE TRACK ROAD FOR 3.1 MILES TO A DIRT
 FR0990'TANK ON THE RIGHT.  CONTINUE WEST FOR 2.1 MILES TO A
 FR0990'Y-INTERSECTION WITH A TRACK ROAD SHOWING MORE SIGNS OF
 FR0990'TRAVEL.  TURN RIGHT AND GO 0.4 MILE TO A SHORT DEEP WASH,
 FR0990'CROSS THE WASH, KEEP THE LEFT FORK, AND GO 0.7 MILE TO A
 FR0990'NORTHEAST FENCE CORNER.  TURN LEFT AROUND THE FENCE CORNER
 FR0990'AND FOLLOW THE ROAD ALONG THE NORTH SIDE OF THE FENCE IN A
 FR0990'WESTERLY DIRECTION FOR 0.7 MILE TO A DIRT TANK ON THE
 FR0990'LEFT.  CONTINUE WEST FOR 1.4 MILES TO A SMALL WIRE CORRAL
 FR0990'AND A FORK. TAKE THE RIGHT FORK AND GO 2.1 MILES TO THE
 FR0990'STATION ON THE SOUTH SIDE OF THE ROAD.
 FR0990'
 FR0990'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 FR0990
 FR0990                          STATION RECOVERY (1948)
 FR0990
 FR0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0990'ALL MARKS ARE IN GOOD CONDITION.
 FR0990'
 FR0990'THE STATION IS IN THE MIDDLE OF A BROAD FLAT SOMEWHAT BARREN
 FR0990'VALLEY, 26 MILES, AIRLINE NORTH BY EAST OF KINGMAN, 32 MILES
 FR0990'WEST OF PEACH SPRINGS, AND 21 MILES NORTHWEST OF HACKBERRY.
 FR0990'IT IS ON THE WESTERN BOUNDARY OF THE HUALPAI INDIAN RESERVATION,
 FR0990'ABOUT 4 MILES NORTH OF THE SOUTHWEST CORNER.
 FR0990'
 FR0990'THE STATION MARK, A STANDARD DISK ON THE TOP OF A 1 INCH
 FR0990'BRONZE STEM, PROJECTING 15 INCHES ABOVE A 12 INCH CIRCULAR MASS OF
 FR0990'CONCRETE, IS STAMPED HERD 1936.
 FR0990'
 FR0990'REFERENCE MARK NO. 1, A STANDARD DISK ON THE TOP OF A 1 INCH
 FR0990'BRONZE STEM, PROJECTING 15 INCHES ABOVE A 12 INCH CIRCULAR
 FR0990'MASS OF CONCRETE, IS STAMPED HERD NO 1 1936.  IT IS APPROXIMATELY
 FR0990'THE SAME ELEVATION AS THE STATION MARK.
 FR0990'
 FR0990'REFERENCE MARK NO. 2, A STANDARD DISK ON THE TOP OF A 1 INCH
 FR0990'BRONZE STEM, PROJECTING 15 INCHES ABOVE A 12 INCH CIRCULAR
 FR0990'MASS OF CONCRETE, IS STAMPED HERN NO 2 1936.  IT IS APPROXIMATELY
 FR0990'THE SAME ELEVATION AS THE STATION MARK.
 FR0990'
 FR0990'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 FR0990'SQUARE CONCRETE POST WHICH IS 12 INCHES AT THE SURFACE OF THE
 FR0990'GROUND TAPERING TO 5 INCHES AT THE TOP AND WHICH PROJECTS
 FR0990'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED HERD
 FR0990'1936.
 FR0990'
 FR0990'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FR0990'RAILROAD DEPOT IN KINGMAN GO NORTHEAST ON U.S. HIGHWAY NO. 66
 FR0990'FOR 21.2 MILES TO A SIDE ROAD LEFT AND A SIGN HALL RANCH.
 FR0990'TURN LEFT, NORTH AND GO 0.3 MILE CROSSING AN AIRSTRIP.
 FR0990'CONTINUE NORTHERLY ON THE GRADED DIRT ROAD FOR 3.1 MILES TO A
 FR0990'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE NORTHERLY
 FR0990'2.7 MILES TO TRIANGULATION STATION VALLEY ON THE LEFT.
 FR0990'CONTINUE 0.4 MILE TO A FORK.  KEEP THE RIGHT HAND ROAD, MAIN
 FR0990'TRAVELED, AND GO 4.2 MILES TO A CATTLE GUARD.  CROSS THE
 FR0990'GUARD AND TAKE THE LEFT HAND ONE OF THREE ROADS LEFT,
 FR0990'WESTERLY, ALONG THE NORTH SIDE OF A FENCE LINE FOR 1.0
 FR0990'MILE TO A DIRT TANK.  PASS AROUND THE RIGHT SIDE OF THE
 FR0990'TANK AND CONTINUE ON THE TRACK ROAD WESTERLY ALONG THE NORTH
 FR0990'SIDE OF THE FENCE LINE FOR 2.0 MILES TO A GATE IN A
 FR0990'FENCE CORNER.  PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD
 FR0990'LEFT, SOUTHWEST 1.0 MILE TO A TRACK ROAD ENTERING FROM
 FR0990'THE RIGHT AT A FENCE CORNER.  GO SOUTH ALONG THE WEST SIDE
 FR0990'OF THE FENCE LINE FOR 0.7 MILE TO A GATE ON THE LEFT ABOUT
 FR0990'0.2 MILE NORTH OF A DIRT TANK.  TURN WEST, RIGHT, ON A
 FR0990'VERY DIM TRACK ROAD WHICH BECOMES WELL DEFINED, AND GO WEST
 FR0990'AND NORTH 1.3 MILES TO A SMALL FENCED ENCLOSURE.
 FR0990'CONTINUE NORTHWEST ON THE TRACKS 1.8 MILES TO THE AZIMUTH
 FR0990'MARK ON THE LEFT.  CONTINUE 0.3 MILE TO THE STATION.  A
 FR0990'DRIVE STATION.
 FR0990'
 FR0990'TO REACH THE STATION FROM PEACH SPRINGS GO WEST ON U.S. HIGHWAY
 FR0990'NO. 66 FOR 28.2 MILES THENCE AS ABOVE.
 FR0990
 FR0990                          STATION RECOVERY (1950)
 FR0990
 FR0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0990'THE STATION WAS RECOVERED AS DESCRIBED IN 1948 AND FOUND TO BE
 FR0990'IN GOOD CONDITION.
 FR0990'
 FR0990'NO DISTANCES OR DIRECTIONS WERE CHECKED SINCE THE STATION WAS
 FR0990'NOT OCCUPIED BY AN OBSERVING UNIT.
 FR0990'
 FR0990'THE DESCRIPTION OF THE 1948 ROUTE TO THE STATION IS ADEQUATE.
 FR0990
 FR0990                          STATION RECOVERY (1955)
 FR0990
 FR0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0990'RECOVERED - THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FR0990'MARK WERE RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 FR0990'F.A.R. IN 1948 IS ADEQUATE AND COMPLETE.
 FR0990
 FR0990                          STATION RECOVERY (1960)
 FR0990
 FR0990'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 FR0990'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 FR0990'CONDITION.
 FR0990
 FR0990                          STATION RECOVERY (1960)
 FR0990
 FR0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FR0990'HERD, USC AND GS 1936 WAS RECOVERED BY AN ARMY MAP SERVICE FIELD
 FR0990'PARTY IN 1960 AND WAS USED AS A TRAVERSE STATION IN A PRECISE
 FR0990'GEODIMETER TRAVERSE BETWEEN YUMA, ARIZONA, AND MESQUITE, NEVADA.
 FR0990'
 FR0990'THE STATION MARK IS A USC AND GS DISK SET ON TOP OF A 1 INCH BRONZE
 FR0990'STEM PROJECTING 15 INCHES ABOVE A 12 INCH CIRCULAR MASS OF CONCRETE.
 FR0990'IT IS STAMPED HERD 1936.
 FR0990'
 FR0990'THE STATION MARK IS LOCATED IN ABOUT THE CENTER OF HUALPAI VALLEY
 FR0990'ABOUT 22 MILES NORTH OF KINGMAN, ABOUT 4.5 MILES SOUTHEAST OF THE
 FR0990'SOUTHEASTERN TIP OF RED LAKE, ON THE WESTERN BOUNDARY OF THE
 FR0990'HUALPAI INDIAN RESERVATION, AND ABOUT 4 MILES NORTH OF THE
 FR0990'SOUTHWEST CORNER OF THE RESERVATION.
 FR0990'
 FR0990'TO REACH THE STATION MARK FROM THE ATCHISON, TOPEKA AND SANTA FE
 FR0990'RAILROAD DEPOT IN KINGMAN, GO NORTHEAST ON U. S. HIGHWAY NO. 66 FOR
 FR0990'21.4 MILES TO A SIDE ROAD LEFT AND SIGN PIERCE FERRY. TURN LEFT,
 FR0990'PASS OVER A CATTLE GUARD AND GO NORTH FOR 3.4 MILES TO A
 FR0990'NORTHEAST-SOUTHWEST FENCE. CONTINUE STRAIGHT AHEAD NORTH ON
 FR0990'THE MAIN ROAD FOR 2.8 MILES TO AN EAST-WEST FENCE AND SITE OF
 FR0990'TRIANGULATION STATION VALLEY ON THE LEFT (WEST) SIDE OF THE ROAD.
 FR0990'CONTINUE NORTH ON MAIN TRAVELED ROAD FOR 4.7 MILES TO AN S CURVE IN
 FR0990'THE ROAD AND AN INTERSECTION WITH AN EAST-WEST FENCE. LEAVE MAIN
 FR0990'TRAVELED ROAD BY TURNING LEFT ON NORTH SIDE OF FENCE AND GO WEST
 FR0990'ON ROAD PARALLELING EAST-WEST FENCE FOR 1.1 MILES TO AN EARTHEN
 FR0990'WATER TANK. PASS AROUND NORTH SIDE OF TANK AND CONTINUE WEST FOR
 FR0990'2.0 MILES TO AN INTERSECTION WITH A NORTH-SOUTH FENCE WITH GATE.
 FR0990'PASS THROUGH GATE AND TAKE ROAD TO THE SOUTH-SOUTHWEST AND
 FR0990'SOUTHWEST FOR 1.0 MILE TO CURVE IN ROAD TO THE SOUTH. FROM THIS
 FR0990'POINT OF CURVE LEAVE THE ROAD AND TAKE A TRACK ROAD WEST FOR 1.4
 FR0990'MILES TO THE REMNANTS OF A SMALL ENCLOSURE.  CONTINUE IN A
 FR0990'NORTH-NORTHWEST DIRECTION ON ONLY AVAILABLE TRACK ROAD FOR 2.2
 FR0990'MILES TO SITE OF STATION.
 FR0990'
 FR0990'REFERENCE MARK NO. 1--A USC AND GS DISK ON TOP OF A 1 INCH BRONZE
 FR0990'STEM PROJECTING 15 INCHES ABOVE A 12 INCH CIRCULAR MASS OF CONCRETE,
 FR0990'11.249 METERS NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 FR0990'STATIONMARK.  IT IS STAMPED HERD NO. 1 1936.
 FR0990'
 FR0990'REFERENCE MARK NO. 2--A USC AND GS DISK ON TOP OF A 1 INCH BRONZE
 FR0990'STEM PROJECTING 15 INCHES ABOVE A 12 INCH CIRCULAR MASS OF CONCRETE,
 FR0990'10.401 METERS SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 FR0990'STATION MARK.  IT IS STAMPED HERD NO. 2 1936.
 FR0990'
 FR0990'AZIMUTH MARK--A USC AND GS DISK SET IN A SQUARE CONCRETE POST WHICH
 FR0990'IS 12 INCHES AT GROUND SURFACE, TAPERS TO 5 INCHES AT THE TOP AND
 FR0990'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 0.3 MILE
 FR0990'EAST-SOUTHEAST OF THE STATION MARK AND STAMPED HERD 1936.
 FR0990
 FR0990                          STATION RECOVERY (1972)
 FR0990
 FR0990'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FR0990'HERD 1936 RECOVERED VERY VULNERABLE BUT APPARENTLY UNDISTURBED.
 FR0990'HERD RM NO. 1 BENT OVER.
 FR0990'HERD RM NO. 2 BROKEN OFF.
 FR0990'
 FR0990'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH OF KINGMAN + OR -
 FR0990'30 MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0995 ***********************************************************************
 CG0995  HT_MOD      -  This is a Height Modernization Survey Station.
 CG0995  DESIGNATION -  HEREFORD
 CG0995  PID         -  CG0995
 CG0995  STATE/COUNTY-  AZ/COCHISE
 CG0995  USGS QUAD   -  NICKSVILLE (1983)
 CG0995
 CG0995                         *CURRENT SURVEY CONTROL
 CG0995  ___________________________________________________________________
 CG0995* NAD 83(2007)-  31 27 27.85178(N)    110 09 09.62930(W)     ADJUSTED  
 CG0995* NAVD 88     -      1323.12   (meters)    4340.9    (feet)  GPS OBS   
 CG0995  ___________________________________________________________________
 CG0995  EPOCH DATE  -        2007.00
 CG0995  X           -  -1,876,541.773 (meters)                     COMP
 CG0995  Y           -  -5,113,320.321 (meters)                     COMP
 CG0995  Z           -   3,309,966.445 (meters)                     COMP
 CG0995  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CG0995  ELLIP HEIGHT-        1295.076 (meters)          (02/10/07) ADJUSTED
 CG0995  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG0995
 CG0995  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG0995  Type    PID    Designation                      North   East  Ellip
 CG0995  -------------------------------------------------------------------
 CG0995  NETWORK CG0995 HEREFORD                          0.73   0.61   1.65
 CG0995  -------------------------------------------------------------------
 CG0995
 CG0995.The horizontal coordinates were established by GPS observations
 CG0995.and adjusted by the National Geodetic Survey in February 2007.
 CG0995
 CG0995.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0995.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0995.The horizontal coordinates are valid at the epoch date displayed above.
 CG0995.The epoch date for horizontal control is a decimal equivalence
 CG0995.of Year/Month/Day.
 CG0995
 CG0995.The orthometric height was determined by GPS observations and a
 CG0995.high-resolution geoid model.
 CG0995.The orthometric height was determined by GPS observations and a
 CG0995.high-resolution geoid model using precise GPS observation and
 CG0995.processing techniques.
 CG0995
 CG0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0995
 CG0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0995
 CG0995.The ellipsoidal height was determined by GPS observations
 CG0995.and is referenced to NAD 83.
 CG0995
 CG0995.The geoid height was determined by GEOID03.
 CG0995
 CG0995;                    North         East     Units Scale Factor Converg.
 CG0995;SPC AZ E     -    50,745.828   214,689.724   MT  0.99990002   +0 00 26.3
 CG0995;SPC AZ E     -   166,488.94    704,362.61   iFT  0.99990002   +0 00 26.3
 CG0995;UTM  12      - 3,480,643.116   580,503.181   MT  0.99967993   +0 26 32.0
 CG0995
 CG0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0995!SPC AZ E     -   0.99979668  x   0.99990002  =   0.99969672
 CG0995!UTM  12      -   0.99979668  x   0.99967993  =   0.99947667
 CG0995
 CG0995:                Primary Azimuth Mark                     Grid Az
 CG0995:SPC AZ E     -  HEREFORD AZ MK                           108 44 03.0
 CG0995:UTM  12      -  HEREFORD AZ MK                           108 17 57.3
 CG0995
 CG0995|---------------------------------------------------------------------|
 CG0995| PID    Reference Object                     Distance      Geod. Az  |
 CG0995|                                                           dddmmss.s |
 CG0995| CC6666 HEREFORD AZ MK                                     1084429.3 |
 CG0995| CG0992 HEREFORD SP RR WATER TANK           APPROX. 5.6 KM 1121833.1 |
 CG0995| CC6667 HEREFORD RM 1                        12.924 METERS 15127     |
 CG0995| CC6668 HEREFORD RM 2                        14.082 METERS 24132     |
 CG0995| CG0997 MILLER PEAK LOOKOUT                 APPROX.15.2 KM 2414045.0 |
 CG0995|---------------------------------------------------------------------|
 CG0995
 CG0995                          SUPERSEDED SURVEY CONTROL
 CG0995
 CG0995  NAD 83(1992)-  31 27 27.85144(N)    110 09 09.62876(W) AD(       ) A
 CG0995  ELLIP H (03/22/05) 1295.098  (m)                       GP(       ) 4 1
 CG0995  NAD 83(1992)-  31 27 27.85481(N)    110 09 09.63198(W) AD(       ) 1
 CG0995  NAD 83(1986)-  31 27 27.84759(N)    110 09 09.62323(W) AD(       ) 1
 CG0995  NAD 27      -  31 27 27.49300(N)    110 09 07.33700(W) AD(       ) 1
 CG0995
 CG0995.Superseded values are not recommended for survey control.
 CG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0995.See file dsdata.txt to determine how the superseded data were derived.
 CG0995
 CG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8050380643(NAD 83)
 CG0995_MARKER: DS = TRIANGULATION STATION DISK
 CG0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0995_STAMPING: HEREFORD 1938
 CG0995_MARK LOGO: CGS   
 CG0995_PROJECTION: PROJECTING 14 CENTIMETERS
 CG0995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0995+STABILITY: SURFACE MOTION
 CG0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0995+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG0995
 CG0995  HISTORY     - Date     Condition        Report By
 CG0995  HISTORY     - 1938     MONUMENTED       CGS
 CG0995  HISTORY     - 1946     GOOD             CGS
 CG0995  HISTORY     - 1967     GOOD             CGS
 CG0995  HISTORY     - 1968     GOOD             AMS
 CG0995  HISTORY     - 1973     GOOD             AZHD
 CG0995  HISTORY     - 1982     GOOD             AZDT
 CG0995  HISTORY     - 20031030 GOOD             AZ-003
 CG0995  HISTORY     - 20040429 GOOD             AZ-003
 CG0995
 CG0995                          STATION DESCRIPTION
 CG0995
 CG0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0995'STATION IS ON A LOW, GRASSY SWELL, ABOUT 2-1/2 MILES W OF THE SAN
 CG0995'PEDRO RIVER, ABOUT 3 MILES WNW OF HEREFORD, ABOUT 1-1/2 MILES
 CG0995'N OF THE HEREFORD-FORT HUACHUCA ROAD, AND IS THE HIGHEST POINT
 CG0995'IN THE VICINITY.
 CG0995'
 CG0995'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CG0995'CONCRETE.
 CG0995'
 CG0995'TO REACH FROM HEREFORD, GO W ON THE GRADED ROAD TOWARD FORT
 CG0995'HUACHUCA FOR 2.4 MILES.  HERE TURN RIGHT OFF THE GRADED HIGHWAY
 CG0995'AND GO N ON A TRACK ROAD LONG THE SECTION LINE FOR 0.2 MILE TO A
 CG0995'GATE.  PASS THROUGH THE GATE AND CONTINUE N FOR 0.9 MILE.  HERE
 CG0995'TURN LEFT AND GO ACROSS COUNTRY WNW ALONG THE HIGHER GROUND FOR
 CG0995'0.8 MILE TO THE STATION WHICH IS ABOUT 0.15 MILE W OF A SHALLOW,
 CG0995'GRASSY VALLEY.
 CG0995'
 CG0995'REFERENCE MARK 1 IS SSE OF THE STATION AND IS AT THE SAME
 CG0995'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 CG0995'
 CG0995'REFERENCE MARK 2 IS WSW OF THE STATION AND IS AT THE SAME
 CG0995'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 CG0995'
 CG0995'THE AZIMUTH MARK IS ABOUT 0.3 MILE ESE ACROSS THE SMALL GRASSY
 CG0995'VALLEY AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 CG0995'A BRONZE AZIMUTH MARK SET IN CONCRETE.
 CG0995
 CG0995                          STATION RECOVERY (1946)
 CG0995
 CG0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0995'THE 1938 DESCRIPTION OF THIS STATION, ITS LOCATION, AND THE
 CG0995'CHARACTER OF THE MARKS SEEM ADEQUATE.  AS ARE ALSO THE DIRECTIONS
 CG0995'FOR REACHING THE STATION.
 CG0995'
 CG0995'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DISTANCES
 CG0995'AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK WERE NOT
 CG0995'CHECKED SINCE THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 CG0995
 CG0995                          STATION RECOVERY (1967)
 CG0995
 CG0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG0995'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 CG0995'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CG0995'A NEW DESCRIPTION OT REACH THE STATION FOLLOWS.
 CG0995'
 CG0995'TO REACH THE STATION FROM THE TOWN OF HEREFORD, GO WEST ON THE
 CG0995'MAIN PAVED ROAD FOR I.4 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND
 CG0995'GO NORTH ON A GRADED ROAD FOR 0.2 MILE TO A GATE.  CONTINUE
 CG0995'NORTH ON THE GRADED ROAD FOR 0.7 MILE.  TURN LEFT AND GO CROSS
 CG0995'COUNTRY FOR 0.7 MILE AND THE STATION.
 CG0995'
 CG0995'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.6 MILES EAST OF
 CG0995'STATE HIGHWAY 92, 2.4 MILES WEST OF THE TOWN OF HEREFORD AND
 CG0995'0.9 MILE NORTH OF THE HEREFORD AND SIERRA VISTA ROAD.
 CG0995
 CG0995                          STATION RECOVERY (1968)
 CG0995
 CG0995'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CG0995'MARK IS LOCATED APPROXIMATELY 3.5 AIRMILES (WNW) OF HEREFORD.
 CG0995'0.6 AIRMILES (ENE) OF NICKSVILLE.
 CG0995'
 CG0995'TO REACH MARK FROM HEREFORD GO (W) ON HEREFORD ROAD FOR 2.4
 CG0995'MILES TO DIRT ROAD RIGHT.  TURN RIGHT (N) AND GO 0.2 MILE TO A
 CG0995'GATE.  PASS THROUGH AND GO 0.9 MILE.  HERE TURN LEFT AND TRAVEL
 CG0995'CROSS-COUNTRY (WNW) TO HIGHEST POINT OF A LARGE FLAT AREA WHICH
 CG0995'IS SLIGHTLY HIGHER THAN THE SURROUNDING AREA.  STATION IS MARKED
 CG0995'BY A USC AND GS BRONZE DISK SET IN A 0.3 M X 0.3 M CONCRETE
 CG0995'MONUMENT PROTRUDING 0.14 M.  STAMPED HEREFORD 1938.
 CG0995'
 CG0995'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A 0.24 M X 0.24 M
 CG0995'CONCRETE MONUMENT PROTRUDING 0.12 M.  STAMPED HEREFORD NO 1
 CG0995'1938.  IT IS LOCATED 12.91 M (SSE) ON MARK ON A MAG AZ. OF 151
 CG0995'DEG AND A DE OF +0.02 M.
 CG0995'
 CG0995'R.M. 2 IS A USC AND GS BRONZE MARK SET IN A 0.25 M X 0.25 M
 CG0995'CONCRETE MONUMENT PROTRUDING 0.08 M.  STAMPED HEREFORD NO 2
 CG0995'1938.  IT IS LOCATED 14.08 M (SW) OF MARK ON A MAG. AZ. OF
 CG0995'233 DEG AND A DE OF -0.04 M.
 CG0995'
 CG0995'AZIMUTH MARK IS A SUC AND GS BRONZE DISK SET IN A 0.24 M X
 CG0995'0.24 M CONCRETE MONUMENT PROTRUDING 0.18 M.  STAMPED HEREFORD
 CG0995'1938.  IT IS LOCATED APPROXIMATELY 0.3 MILE (ESE) FROM MARK
 CG0995'ACROSS A SMALL GRASSY VALLEY AND IS AT APPROXIMATELY THE SAME
 CG0995'ELEVATION.
 CG0995'
 CG0995'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW IS EXCELLENT IN ALL
 CG0995'DIRECTIONS.
 CG0995
 CG0995                          STATION RECOVERY (1973)
 CG0995
 CG0995'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (ARD)
 CG0995'A.  GENERAL LOCATION - AS DESCRIBED
 CG0995'
 CG0995'B.  TO REACH - AS DESCRIBED
 CG0995'
 CG0995'C.  STATION MARK - IN AND GOOD A 40 FT X 56 IN AERIAL TARGET IN
 CG0995'THE FORM OF AN + WAS PLACED ON THE STATION MARK.
 CG0995'
 CG0995'D.  REFERENCE MARKS - IN AND GOOD
 CG0995'
 CG0995'E.  AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME
 CG0995
 CG0995                          STATION RECOVERY (1982)
 CG0995
 CG0995'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG0995'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CG0995'DESCRIBED IN GOOD CONDITION.  NO ANGLES OR DISTANCES WERE OBSERVED AT
 CG0995'THIS STATION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0995'
 CG0995'TO REACH THE STATION FROM THE POST OFFICE IN PALOMINAS, TRAVEL NORTH
 CG0995'ALONG PALOMINAS ROAD FOR 4.0 MILES TO A T ROAD.  TURN LEFT AND TRAVEL
 CG0995'WEST FOR 2.0 MILES TO A BLADED ROAD ON THE RIGHT.  TURN RIGHT ALONG
 CG0995'PINTEK LANE FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH ALONG
 CG0995'THE TRAIL FOR 1/2 MILE TO A FENCE CORNER WHICH IS ABOUT 500 FEET SOUTH
 CG0995'OF A WINDMILL, CONTINUE NORTH ALONG THE WEST SIDE OF A FENCE FOR ABOUT
 CG0995'1/4 MILE TO A FENCE CORNER, PACK NORTHEAST FOR ABOUT 1/4 MILE TO A
 CG0995'SMALL RISE IN THE FLATS AND STATION.
 CG0995
 CG0995                          STATION RECOVERY (2003)
 CG0995
 CG0995'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CG0995'RECOVERED AS DESCRIBED.
 CG0995
 CG0995                          STATION RECOVERY (2004)
 CG0995
 CG0995'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG0995'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0747 ***********************************************************************
 CG0747  DESIGNATION -  HH 118
 CG0747  PID         -  CG0747
 CG0747  STATE/COUNTY-  AZ/PIMA
 CG0747  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0747
 CG0747                         *CURRENT SURVEY CONTROL
 CG0747  ___________________________________________________________________
 CG0747* NAD 83(1986)-  31 42 47.     (N)    111 48 33.     (W)     SCALED    
 CG0747* NAVD 88     -       749.91   (+/-2cm)    2460.3    (feet)  VERTCON   
 CG0747  ___________________________________________________________________
 CG0747  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 CG0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0747
 CG0747.The horizontal coordinates were scaled from a topographic map and have
 CG0747.an estimated accuracy of +/- 6 seconds.
 CG0747
 CG0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0747.The vertical order pertains to the NGVD 29 superseded value.
 CG0747
 CG0747.The geoid height was determined by GEOID03.
 CG0747
 CG0747;                    North         East    Units  Estimated Accuracy
 CG0747;SPC AZ C     -    79,060.      223,550.      MT  (+/- 180 meters Scaled)
 CG0747
 CG0747                          SUPERSEDED SURVEY CONTROL
 CG0747
 CG0747  NGVD 29 (??/??/92)  749.188  (m)         2457.96   (f) ADJ UNCH    2 0
 CG0747
 CG0747.Superseded values are not recommended for survey control.
 CG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0747.See file dsdata.txt to determine how the superseded data were derived.
 CG0747
 CG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA233089(NAD 83)
 CG0747_MARKER: DB = BENCH MARK DISK
 CG0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0747_STAMPING: H H 118 1935
 CG0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0747+STABILITY: SURFACE MOTION
 CG0747
 CG0747  HISTORY     - Date     Condition        Report By
 CG0747  HISTORY     - 1935     MONUMENTED       CGS
 CG0747  HISTORY     - 1952     GOOD             NGS
 CG0747  HISTORY     - 1977     GOOD             USGS
 CG0747
 CG0747                          STATION DESCRIPTION
 CG0747
 CG0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0747'7.65 MI N FROM SAN MIGUEL.
 CG0747'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0747'SCHOOL AT SAN MIGUEL, THENCE 7.45 MILES NORTH ALONG A WAGON ROAD
 CG0747'FOLLOWING A LINE OF TELEPHONE POLES, 0.25 MILE SOUTH OF A SMALL
 CG0747'CEMETERY, AT THE RUINS OF AN OLD ROCK AND ADOBE FIRE PLACE, 103 FEET
 CG0747'SOUTHEAST OF A TELEPHONE POLE, 39 1/2 FEET EAST OF THE CENTER LINE OF
 CG0747'THE ROAD, 4.1 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 2.6 FEET NORTH
 CG0747'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0747'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0747
 CG0747                          STATION RECOVERY (1977)
 CG0747
 CG0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0747'CORRECT QUEEN OF ANGLES MISSION TO READ QUEEN OF ANGELS MISSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0231 ***********************************************************************
 DV0231  DESIGNATION -  HH 259
 DV0231  PID         -  DV0231
 DV0231  STATE/COUNTY-  AZ/MARICOPA
 DV0231  USGS QUAD   -  GLENDALE (1982)
 DV0231
 DV0231                         *CURRENT SURVEY CONTROL
 DV0231  ___________________________________________________________________
 DV0231* NAD 83(1986)-  33 31 26.     (N)    112 10 08.     (W)     SCALED    
 DV0231* NAVD 88     -       351.01   (+/-2cm)    1151.6    (feet)  VERTCON   
 DV0231  ___________________________________________________________________
 DV0231  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0231
 DV0231.The horizontal coordinates were scaled from a topographic map and have
 DV0231.an estimated accuracy of +/- 6 seconds.
 DV0231
 DV0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0231.The vertical order pertains to the NGVD 29 superseded value.
 DV0231
 DV0231.The geoid height was determined by GEOID03.
 DV0231
 DV0231;                    North         East    Units  Estimated Accuracy
 DV0231;SPC AZ C     -   279,880.      189,930.      MT  (+/- 180 meters Scaled)
 DV0231
 DV0231                          SUPERSEDED SURVEY CONTROL
 DV0231
 DV0231  NGVD 29 (??/??/92)  350.443  (m)         1149.75   (f) ADJ UNCH    2 0
 DV0231
 DV0231.Superseded values are not recommended for survey control.
 DV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0231.See file dsdata.txt to determine how the superseded data were derived.
 DV0231
 DV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC914099(NAD 83)
 DV0231_MARKER: DB = BENCH MARK DISK
 DV0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0231_SP_SET: CULVERT
 DV0231_STAMPING: HH 259 1945
 DV0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0231
 DV0231  HISTORY     - Date     Condition        Report By
 DV0231  HISTORY     - 1945     MONUMENTED       CGS
 DV0231  HISTORY     - 1953     GOOD             NGS
 DV0231  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0231
 DV0231                          STATION DESCRIPTION
 DV0231
 DV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0231'1.3 MI SE FROM GLENDALE.
 DV0231'ALONG THE ATCHISON, TOPKA AND SANTA FE RAILWAY, 1.3 MILES SOUTHEAST OF
 DV0231'THE RAILWAY STATION AT GLENDALE, AT LATERAL 17, AT THE JUNCTION OF THE
 DV0231'U. S. HIGHWAY NO. 89 AND PAVED ROADS LEADING NORTH AND EAST, 0.3 MILE
 DV0231'SOUTHEAST OF MILEPOST 185, ABOUT 75.0 FEET UPSTREAM FROM THE NORTHEAST
 DV0231'HEADWALL OF RAILWAY BRIDGE NO. D 186, 45.8 FEET NORTHEAST OF THE
 DV0231'NORTHEAST RAIL, 14.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DV0231'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE
 DV0231'HEADWALL OF HIGHWAY CULVERT OVER IRRIGATION CANAL.
 DV0231
 DV0231                          STATION RECOVERY (1953)
 DV0231
 DV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DV0231'RECOVERED IN GOOD CONDITION.
 DV0231
 DV0231                          STATION RECOVERY (2006)
 DV0231
 DV0231'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0232 ***********************************************************************
 DV0232  DESIGNATION -  HH 259 RESET
 DV0232  PID         -  DV0232
 DV0232  STATE/COUNTY-  AZ/MARICOPA
 DV0232  USGS QUAD   -  GLENDALE (1982)
 DV0232
 DV0232                         *CURRENT SURVEY CONTROL
 DV0232  ___________________________________________________________________
 DV0232* NAD 83(1986)-  33 31 26.     (N)    112 10 09.     (W)     SCALED    
 DV0232* NAVD 88     -       350.99   (+/-2cm)    1151.5    (feet)  VERTCON   
 DV0232  ___________________________________________________________________
 DV0232  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0232  VERT ORDER  -  THIRD (See Below)
 DV0232
 DV0232.The horizontal coordinates were scaled from a topographic map and have
 DV0232.an estimated accuracy of +/- 6 seconds.
 DV0232
 DV0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0232.The vertical order pertains to the NGVD 29 superseded value.
 DV0232
 DV0232.The geoid height was determined by GEOID03.
 DV0232
 DV0232;                    North         East    Units  Estimated Accuracy
 DV0232;SPC AZ C     -   279,880.      189,910.      MT  (+/- 180 meters Scaled)
 DV0232
 DV0232                          SUPERSEDED SURVEY CONTROL
 DV0232
 DV0232  NGVD 29 (??/??/??)  350.42   (m)         1149.7    (f) RESET       3  
 DV0232
 DV0232.Superseded values are not recommended for survey control.
 DV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0232.See file dsdata.txt to determine how the superseded data were derived.
 DV0232
 DV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC914099(NAD 83)
 DV0232_MARKER: DD = SURVEY DISK
 DV0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0232_SP_SET: CURB
 DV0232_STAMPING: HH 259 RESET 1966 1945
 DV0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0232
 DV0232  HISTORY     - Date     Condition        Report By
 DV0232  HISTORY     - 1966     MONUMENTED       AZHD
 DV0232  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0232
 DV0232                          STATION DESCRIPTION
 DV0232
 DV0232'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DV0232'1.3 MI SE FROM GLENDALE.
 DV0232'ABOUT 1.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0232'RAILWAY FROM THE STATION AT GLENDALE, 0.3 MILE SOUTHEAST OF MILEPOST
 DV0232'185, 56 FEET NORTH OF THE UPSTREAM END OF BRIDGE D 186, 46.4 FEET
 DV0232'NORTHEAST OF THE NORTHEAST RAIL, AT THE JUNCTION OF U. S. HIGHWAY 89,
 DV0232'LATERAL 17 (51ST AVENUE) AND A PAVED ROAD LEADING EAST (BETHANY HOME
 DV0232'ROAD), IN THE CONCRETE CURB AT THE SOUTHEAST EDGE OF THE HIGHWAY.
 DV0232
 DV0232                          STATION RECOVERY (2006)
 DV0232
 DV0232'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9977 ***********************************************************************
 DK9977  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9977  DESIGNATION -  HH 95
 DK9977  PID         -  DK9977
 DK9977  STATE/COUNTY-  AZ/MOHAVE
 DK9977  USGS QUAD   -  FRANCONIA (1970)
 DK9977
 DK9977                         *CURRENT SURVEY CONTROL
 DK9977  ___________________________________________________________________
 DK9977* NAD 83(2007)-  34 38 29.65357(N)    114 17 53.65211(W)     ADJUSTED  
 DK9977* NAVD 88     -       498.98   (meters)    1637.1    (feet)  GPS OBS   
 DK9977  ___________________________________________________________________
 DK9977  EPOCH DATE  -        2007.00
 DK9977  X           -  -2,161,750.561 (meters)                     COMP
 DK9977  Y           -  -4,788,139.666 (meters)                     COMP
 DK9977  Z           -   3,605,490.043 (meters)                     COMP
 DK9977  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 DK9977  ELLIP HEIGHT-         468.600 (meters)          (03/02/09) ADJUSTED
 DK9977  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DK9977  HORZ ORDER  -  A
 DK9977  ELLP ORDER  -  FOURTH    CLASS I
 DK9977
 DK9977.The horizontal coordinates were established by GPS observations
 DK9977.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9977
 DK9977.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9977.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9977.The horizontal coordinates are valid at the epoch date displayed above.
 DK9977.The epoch date for horizontal control is a decimal equivalence
 DK9977.of Year/Month/Day.
 DK9977
 DK9977.The orthometric height was determined by GPS observations and a
 DK9977.high-resolution geoid model.
 DK9977.The orthometric height was determined by GPS observations and a
 DK9977.high-resolution geoid model using precise GPS observation and
 DK9977.processing techniques.
 DK9977
 DK9977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9977
 DK9977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9977
 DK9977.The ellipsoidal height was determined by GPS observations
 DK9977.and is referenced to NAD 83.
 DK9977
 DK9977.The geoid height was determined by GEOID03.
 DK9977
 DK9977;                    North         East     Units Scale Factor Converg.
 DK9977;SPC AZ W     -   403,965.140   163,098.297   MT  0.99996446   -0 18 41.9
 DK9977;SPC AZ W     - 1,325,344.95    535,099.40   iFT  0.99996446   -0 18 41.9
 DK9977;UTM  11      - 3,836,616.219   747,643.328   MT  1.00035596   +1 32 11.7
 DK9977
 DK9977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9977!SPC AZ W     -   0.99992645  x   0.99996446  =   0.99989091
 DK9977!UTM  11      -   0.99992645  x   1.00035596  =   1.00028238
 DK9977
 DK9977                          SUPERSEDED SURVEY CONTROL
 DK9977
 DK9977.No superseded survey control is available for this station.
 DK9977
 DK9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4764336616(NAD 83)
 DK9977_MARKER: DD = SURVEY DISK
 DK9977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK9977_STAMPING: HH 95 RLS 43185 2008
 DK9977_MARK LOGO: AZ-015
 DK9977_PROJECTION: PROJECTING 5 CENTIMETERS
 DK9977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9977+STABILITY: SURFACE MOTION
 DK9977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9977+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DK9977
 DK9977  HISTORY     - Date     Condition        Report By
 DK9977  HISTORY     - 20080623 MONUMENTED       GEOANA
 DK9977
 DK9977                          STATION DESCRIPTION
 DK9977
 DK9977'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9977'THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH-NORTHEAST OF
 DK9977'HAVASU LAKE, 11.0 MI (17.7 KM) NORTH OF LAKE HAVASU CITY AND 7.0 MI
 DK9977'(11.3 KM) SOUTH-SOUTHWEST OF FRANCONIA, NEAR THE HAVASU HEIGHTS
 DK9977'SUBDIVISION.
 DK9977' 
 DK9977'OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 DK9977' 
 DK9977'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. HIGHWAY 95
 DK9977'(EXIT 9), GO SOUTH ON HIGHWAY 95 FOR 4.9 MI (7.9 KM) TO HAVASU HEIGHTS
 DK9977'BOULEVARD.  TURN LEFT AND GO EAST ON HAVASU HEIGHTS BOULEVARD 1.0 MI
 DK9977'(1.6 KM) TO SKYVIEW DRIVE.  TURN RIGHT ON SKYVIEW DRIVE AND GO SOUTH
 DK9977'0.1 MI (0.2 KM) TO WAGON WHEEL DRIVE.  TURN RIGHT (WEST) AND FOLLOW
 DK9977'ROAD AROUND CURVE TO THE SOUTH.  CONTINUE SOUTH ON WAGON WHEEL DRIVE
 DK9977'0.7 MI (1.1 KM) TO EL MIRAGE.  TURN RIGHT AND GO WEST ON EL MIRAGE 0.1
 DK9977'MI (0.2 KM) TO LINDEN.  TURN LEFT AND GO SOUTH ON LINDEN 0.75 MI (1.2
 DK9977'KM) TO THE STATION ON THE RIGHT (WEST) SIDE OF ROAD.
 DK9977' 
 DK9977'THE STATION IS A 3-1/4 INCH (8 CM) BRASS DISK IN CONCRETE INSIDE A 6
 DK9977'INCH (15 CM) PVC PIPE SET 4 FT (1.2 M) INTO THE GROUND.  THE STATION
 DK9977'IS LOCATED 402 FT (122.5 M) NORTHEAST OF THE 1/4 CORNER FOR SECTION 13
 DK9977'T15N, R20W AND SECTION 18, T15N, R19W.  THE STATION IS 215 FT (65 M)
 DK9977'EAST OF A BARBED WIRE FENCE ON THE RANGE LINE, 15 FT (4.6 M) WEST OF
 DK9977'THE DIRT ROAD USED TO REACH THE STATION, AND IS 3.5 FT (1.1 M) WEST OF
 DK9977'A WITNESS POST.  DESCRIPTION PREPARED BY BRYAN CAMPBELL (AMEC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0928 ***********************************************************************
 ET0928  HT_MOD      -  This is a Height Modernization Survey Station.
 ET0928  DESIGNATION -  HI
 ET0928  PID         -  ET0928
 ET0928  STATE/COUNTY-  AZ/MARICOPA
 ET0928  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0928
 ET0928                         *CURRENT SURVEY CONTROL
 ET0928  ___________________________________________________________________
 ET0928* NAD 83(2007)-  34 01 33.41017(N)    112 08 25.53358(W)     ADJUSTED  
 ET0928* NAVD 88     -       684.19   (meters)    2244.7    (feet)  GPS OBS   
 ET0928  ___________________________________________________________________
 ET0928  EPOCH DATE  -        2007.00
 ET0928  X           -  -1,994,510.162 (meters)                     COMP
 ET0928  Y           -  -4,901,961.293 (meters)                     COMP
 ET0928  Z           -   3,549,199.278 (meters)                     COMP
 ET0928  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 ET0928  ELLIP HEIGHT-         655.851 (meters)          (02/10/07) ADJUSTED
 ET0928  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 ET0928
 ET0928  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0928  Type    PID    Designation                      North   East  Ellip
 ET0928  -------------------------------------------------------------------
 ET0928  NETWORK ET0928 HI                                0.51   0.45   1.67
 ET0928  -------------------------------------------------------------------
 ET0928
 ET0928.The horizontal coordinates were established by GPS observations
 ET0928.and adjusted by the National Geodetic Survey in February 2007.
 ET0928
 ET0928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0928.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0928.The horizontal coordinates are valid at the epoch date displayed above.
 ET0928.The epoch date for horizontal control is a decimal equivalence
 ET0928.of Year/Month/Day.
 ET0928
 ET0928.The orthometric height was determined by GPS observations and a
 ET0928.high-resolution geoid model.
 ET0928.The orthometric height was determined by GPS observations and a
 ET0928.high-resolution geoid model using precise GPS observation and
 ET0928.processing techniques.
 ET0928
 ET0928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0928
 ET0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0928
 ET0928.The ellipsoidal height was determined by GPS observations
 ET0928.and is referenced to NAD 83.
 ET0928
 ET0928.The geoid height was determined by GEOID03.
 ET0928
 ET0928;                    North         East     Units Scale Factor Converg.
 ET0928;SPC AZ C     -   335,554.279   192,696.377   MT  0.99990526   -0 07 30.8
 ET0928;SPC AZ C     - 1,100,899.87    632,205.96   iFT  0.99990526   -0 07 30.8
 ET0928;UTM  12      - 3,765,619.339   394,713.544   MT  0.99973665   -0 38 17.5
 ET0928
 ET0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0928!SPC AZ C     -   0.99989705  x   0.99990526  =   0.99980232
 ET0928!UTM  12      -   0.99989705  x   0.99973665  =   0.99963373
 ET0928
 ET0928|---------------------------------------------------------------------|
 ET0928| PID    Reference Object                     Distance      Geod. Az  |
 ET0928|                                                           dddmmss.s |
 ET0928| CH2482 HI RM 1                               5.892 METERS 03351     |
 ET0928| CH2483 HI RM 2                               4.319 METERS 25103     |
 ET0928| ET0172 ROCK                                APPROX. 2.3 KM 3441330.4 |
 ET0928|---------------------------------------------------------------------|
 ET0928
 ET0928                          SUPERSEDED SURVEY CONTROL
 ET0928
 ET0928  NAD 83(1992)-  34 01 33.40962(N)    112 08 25.53286(W) AD(       ) A
 ET0928  ELLIP H (01/27/00)  655.874  (m)                       GP(       ) 1 1
 ET0928  NAD 83(1992)-  34 01 33.41190(N)    112 08 25.53636(W) AD(       ) 2
 ET0928  NAD 83(1986)-  34 01 33.40636(N)    112 08 25.53908(W) AD(       ) 2
 ET0928  NAD 27      -  34 01 33.27670(N)    112 08 22.96020(W) AD(       ) 2
 ET0928  NGVD 29 (07/19/86)  683.0    (m)         2241.     (f) VERT ANG    3  
 ET0928
 ET0928.Superseded values are not recommended for survey control.
 ET0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0928.See file dsdata.txt to determine how the superseded data were derived.
 ET0928
 ET0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9471465619(NAD 83)
 ET0928_MARKER: DS = TRIANGULATION STATION DISK
 ET0928_SETTING: 66 = SET IN ROCK OUTCROP
 ET0928_STAMPING: HI 1959
 ET0928_MARK LOGO: CGS   
 ET0928_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ET0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0928+STABILITY: POSITION/ELEVATION WELL
 ET0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0928+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 ET0928
 ET0928  HISTORY     - Date     Condition        Report By
 ET0928  HISTORY     - 1959     MONUMENTED       CGS
 ET0928  HISTORY     - 19981015 GOOD             AZ-013
 ET0928  HISTORY     - 20071121 GOOD             GEOCAC
 ET0928  HISTORY     - 20081023 GOOD             GEOCAC
 ET0928
 ET0928                          STATION DESCRIPTION
 ET0928
 ET0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0928'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL HILL ABOUT 3
 ET0928'MILES SOUTH OF BLACK CANYON AND 0.2 MILE EAST OF ARIZONA STATE
 ET0928'HIGHWAY 69.
 ET0928'
 ET0928'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON,
 ET0928'GO SOUTHWARD ON ARIZONA STATE HIGHWAY 69 FOR 2.1 MILES TO A
 ET0928'BLADED ROAD AND WIRE GATE ON THE LEFT.  TURN LEFT AND GO THROUGH
 ET0928'THE GATE, FOLLOWING THE BLADED ROAD SOUTHEASTERLY FOR 0.45
 ET0928'MILE TO A POWER TRANSMISSION LINE.  TURN RIGHT ON THE SERVICE
 ET0928'ROAD THAT RUNS BENEATH THE POWER LINE AND FOLLOW IT ACROSS
 ET0928'SEVERAL STEEP WASHES FOR 0.8 MILE, TO THE THIRD STEEL
 ET0928'TRANSMISSION TOWER AND END OF TRUCK TRAVEL.  PACK WESTERLY FOR
 ET0928'ABOUT 75 FEET TO THE TOP OF THE HILL AND THE STATION.
 ET0928'
 ET0928'THE STATION MARK IS A STANDARD DISK STAMPED HI 1958, CEMENTED
 ET0928'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT PROJECTS
 ET0928'8 INCHES.  IT IS 15 FEET EAST OF THE HIGHEST ROCK IN A PILE
 ET0928'OF ANGULAR BOULDERS AND 5.8 FEET NORTHWEST OF A WITNESS POST.
 ET0928'
 ET0928'R.M. 1 IS A STANDARD DISK STAMPED HI NO 1 1958, SET IN A DRILL
 ET0928'HOLE IN A ROCK OUTCROP THAT PROJECTS 14 INCHES AND IS 25 FEET
 ET0928'NORTHWEST OF THE WITNESS POST.
 ET0928'
 ET0928'R.M. 2 IS A STANDARD DISK STAMPED HI NO 2 1958, SET IN A DRILL
 ET0928'HOLE IN A BOULDER THAT PROJECTS 18 INCHES AND IS 15 FEET WEST OF
 ET0928'THE WITNESS POST.
 ET0928'
 ET0928'TRIANGULATION STATION ROCK CAN BE USED AS AN AZIMUTH MARK.
 ET0928'(SEE DESCRIPTION THEREOF.)
 ET0928
 ET0928                          STATION RECOVERY (1998)
 ET0928
 ET0928'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 ET0928'RECOVERED AS DESCRIBED.
 ET0928
 ET0928                          STATION RECOVERY (2007)
 ET0928
 ET0928'RECOVERY NOTE BY GEOCACHING 2007 (SK)
 ET0928'RECOVERED IN GOOD CONDITION.
 ET0928
 ET0928                          STATION RECOVERY (2008)
 ET0928
 ET0928'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0928'SINCE THE LAST RECOVERY NOTE, A PIPELINE CONSTRUCTION CREW HAS
 ET0928'BULLDOZED IN THE AREA OF THE
 ET0928'STATION.  THE STATION AND RM 2 APPEAR TO NOT HAVE BEEN DISTURBED BUT
 ET0928'THE BOULDER HOLDING RM
 ET0928'1 HAS BEEN LIFTED FROM THE EARTH AND MOVED WITH A BULLDOZER,
 ET0928'DESTROYING THE REFERENCE MARK'S
 ET0928'USEFULNESS.  THE WITNESS POST IS ALSO INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0703 ***********************************************************************
 DW0703  DESIGNATION -  HI JOLLY
 DW0703  PID         -  DW0703
 DW0703  STATE/COUNTY-  AZ/LA PAZ
 DW0703  USGS QUAD   -  QUARTZSITE (1990)
 DW0703
 DW0703                         *CURRENT SURVEY CONTROL
 DW0703  ___________________________________________________________________
 DW0703* NAD 83(1992)-  33 39 52.49708(N)    114 14 12.14578(W)     ADJUSTED  
 DW0703* NAVD 88     -       272.31   (+/-2cm)     893.4    (feet)  VERTCON   
 DW0703  ___________________________________________________________________
 DW0703  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DW0703  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0703  HORZ ORDER  -  SECOND
 DW0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0703
 DW0703.The horizontal coordinates were established by classical geodetic methods
 DW0703.and adjusted by the National Geodetic Survey in August 1993.
 DW0703
 DW0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0703.The vertical order pertains to the NGVD 29 superseded value.
 DW0703
 DW0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0703
 DW0703.The geoid height was determined by GEOID03.
 DW0703
 DW0703;                    North         East     Units Scale Factor Converg.
 DW0703;SPC AZ W     -   295,569.401   168,222.504   MT  0.99995844   -0 16 11.3
 DW0703;SPC AZ W     -   969,715.88    551,911.10   iFT  0.99995844   -0 16 11.3
 DW0703;UTM  11      - 3,728,393.145   756,221.293   MT  1.00040942   +1 31 57.4
 DW0703
 DW0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0703!SPC AZ W     -   0.99996226  x   0.99995844  =   0.99992070
 DW0703!UTM  11      -   0.99996226  x   1.00040942  =   1.00037166
 DW0703
 DW0703:                Primary Azimuth Mark                     Grid Az
 DW0703:SPC AZ W     -  CAIRN NORTH END NEW WATER MTN            105 21 31.3
 DW0703:UTM  11      -  CAIRN NORTH END NEW WATER MTN            103 33 22.6
 DW0703
 DW0703|---------------------------------------------------------------------|
 DW0703| PID    Reference Object                     Distance      Geod. Az  |
 DW0703|                                                           dddmmss.s |
 DW0703| DW0874 CAIRN NORTH END NEW WATER MTN       APPROX.13.9 KM 1050520.0 |
 DW0703| DW0706 HI JOLLY RM 1                        11.205 METERS 16822     |
 DW0703| DW0885 GRANITE MTN CAIRN                   APPROX. 2.3 KM 2143908.1 |
 DW0703| DW0707 HI JOLLY AZ MK                                     2221435.2 |
 DW0703| DW0705 HI JOLLY RM 2                        10.865 METERS 26143     |
 DW0703|---------------------------------------------------------------------|
 DW0703
 DW0703                          SUPERSEDED SURVEY CONTROL
 DW0703
 DW0703  NAD 83(1986)-  33 39 52.49519(N)    114 14 12.15210(W) AD(       ) 2
 DW0703  NAD 27      -  33 39 52.40110(N)    114 14 09.34100(W) AD(       ) 2
 DW0703  NGVD 29 (??/??/92)  271.63   (m)          891.2    (f) COMPUTED    2 0
 DW0703
 DW0703.Superseded values are not recommended for survey control.
 DW0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0703.See file dsdata.txt to determine how the superseded data were derived.
 DW0703
 DW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5622128393(NAD 83)
 DW0703_MARKER: DS = TRIANGULATION STATION DISK
 DW0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0703_STAMPING: HI JOLLY 1949
 DW0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0703+STABILITY: SURFACE MOTION
 DW0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0703+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0703
 DW0703  HISTORY     - Date     Condition        Report By
 DW0703  HISTORY     - 1949     MONUMENTED       CGS
 DW0703  HISTORY     - 1960     GOOD             AMS
 DW0703  HISTORY     - 1962     GOOD             CGS
 DW0703  HISTORY     - 1962     GOOD             NGS
 DW0703  HISTORY     - 1971     GOOD             AZHD
 DW0703  HISTORY     - 1981     GOOD             NGS
 DW0703  HISTORY     - 20090218 GOOD             GEOCAC
 DW0703
 DW0703                          STATION DESCRIPTION
 DW0703
 DW0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0703'THE STATION IS LOCATED ON THE OUTSIDE OF THE ENCLOSURE AROUND
 DW0703'THE QUARTZSITE CEMETERY ABOUT 0.2 MILE NORTH OF U.S. HIGHWAY 60
 DW0703'AND 70, 9 FEET SOUTHWEST OF THE NORTHWEST CORNER POST OF CEMETERY
 DW0703'ENCLOSURE AND 6 FEET SOUTH OF A WHITE WITNESS POST.  THE
 DW0703'STATION MARK IS FLUSH WITH THE GROUND AND STAMPED, HI JOLLY
 DW0703'1949.
 DW0703'
 DW0703'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0703'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, HI JOLLY
 DW0703'NO 1 1949.
 DW0703'
 DW0703'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0703'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, HI JOLLY
 DW0703'NO 2 1949.
 DW0703'
 DW0703'THE AZIMUTH MARK IS 55 FEET NORTH OF THE CENTER LINE OF U.S.
 DW0703'HIGHWAY 60 AND 70, 24 FEET NORTH OF A POWER LINE POLE, 5 FEET
 DW0703'NORTHEAST OF A WHITE WITNESS POST, FLUSH WITH THE GROUND AND
 DW0703'STAMPED, HI JOLLY 1949.
 DW0703'
 DW0703'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO
 DW0703'WEST ON U.S. HIGHWAY 60 AND 70 FOR 0.3 MILE TO GRADED ROAD
 DW0703'RIGHT, NORTH, AND SIGN HI JOLLY CAMEL DRIVERS TOMB (TO REACH
 DW0703'THE AZIMUTH MARK FROM SIGN, GO WEST ON U.S. HIGHWAY FOR 0.3
 DW0703'MILE TO THE AZIMUTH ON THE RIGHT, NORTH, AS DESCRIBED ABOVE).
 DW0703'TURN RIGHT AND GO 0.2 MILE TO THE CEMETERY AND THE STATION AS
 DW0703'DESCRIBED ABOVE.  A DRIVE STATION.
 DW0703
 DW0703                          STATION RECOVERY (1960)
 DW0703
 DW0703'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DW0703'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 DW0703'DESCRIBED.
 DW0703
 DW0703                          STATION RECOVERY (1962)
 DW0703
 DW0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0703'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DW0703'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 DW0703'ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 DW0703'
 DW0703'THE TO REACH THE STATION AND AZIMUTH MARK IS ADEQUATE.
 DW0703'
 DW0703'A COMPLETE NEW DESCRIPTION TO ALL MARKS FOLLOWS.
 DW0703'
 DW0703'STATION MARK, IS 93 FEET NORTH OF THE SOUTHWEST CORNER POST OF
 DW0703'THE CEMETERY, 10 FEET SOUTHWEST OF THE NORTHWEST CORNER POST
 DW0703'OF CEMETERY, 6 FEET WEST OF WEST SIDE OF FENCE AND 5.9 FEET
 DW0703'SOUTH OF A 4 X 4 INCH WITNESS POST.
 DW0703'
 DW0703'R.M. NO. 1, IS 56 FEET NORTH OF THE SOUTHWEST CORNER POST,
 DW0703'45 FEET SOUTH OF THE NORTHWEST CORNER POST, 43 FEET SOUTH
 DW0703'OF A 4 X 4 INCH WITNESS POST AND 4 FEET WEST OF WEST SIDE OF
 DW0703'FENCE.
 DW0703'
 DW0703'R.M. NO. 2, IS 43 FEET SOUTHWEST OF THE NORTHWEST CORNER POST,
 DW0703'42 FEET WEST OF FENCE AND 36.1 FEET SOUTHWEST OF 4 X 4 INCH
 DW0703'WITNESS POST.
 DW0703'
 DW0703'AZIMUTH MARK, IS 55 FEET NORTH OF CENTER OF U.S. HIGHWAY 60 AND
 DW0703'70 AND 24 FEET NORTHEAST OF A POWER POLE.
 DW0703'
 DW0703'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 52.69 FT. OR
 DW0703'16.058 METERS.
 DW0703'
 DW0703'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DW0703
 DW0703                          STATION RECOVERY (1962)
 DW0703
 DW0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0703'0.6 MI NW FROM QUARTZSITE.
 DW0703'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0703'OFFICE AT QUARTZSITE, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD
 DW0703'TO THE QUARTZSITE CEMETERY, 10 FEET SOUTHWEST OF THE NORTHWEST
 DW0703'CORNER OF THE CEMETERY, 9 FEET WEST OF THE GRAVE STONE OF JESSIE
 DW0703'LEAH KEISER, 6.0 FEET SOUTH OF A METAL WITNESS POST, AND IS SET
 DW0703'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DW0703
 DW0703                          STATION RECOVERY (1971)
 DW0703
 DW0703'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0703'GENERAL LOCATION IN QUARTZITE, ARIZONA.
 DW0703'
 DW0703'TO REACH FROM THE WEST QUARTZITE OVERPASS, ON INT. 10, NORTH,
 DW0703'THEN EAST FOR 0.4 MILES TO SIGN, HI JOLLY TOMB, THENCE NORTH
 DW0703'FOR 0.1 MILES TO THE QUARTZITE CEMETERY AND THE STATION
 DW0703'LOCATED BY THE NORTHEAST CORNER OF THE CEMETERY.
 DW0703'
 DW0703'STATION MARK IS A STANDARD USC AND GS TRIANGULATION BRASS
 DW0703'CAP, SET IN A 12 IN SQUARE CONCRETE POST, FLUSH WITH THE
 DW0703'GROUND, AND ABOUT 5 FT WEST OF THE CEMETERY FENCE, STAMPED
 DW0703'HI JOLLY 1949.
 DW0703'
 DW0703'REFERENCE MARKS ARE STANDARD REFERENCE MARK BRASS CAPS,
 DW0703'SET IN 12 IN SQUARE CONCRETE POSTS, FLUSH WITH THE GROUND, STAMPED
 DW0703'RESPECTIVELY, HI JOLLY NO 1 1949 AND HI JOLLY NO 2 1949, AND
 DW0703'RESPECTIVELY 37 FT SOUTH OF, 36 FT WEST OF THE STATION.
 DW0703'
 DW0703'AZIMUTH MARK NOT SEARCHED FOR.
 DW0703
 DW0703                          STATION RECOVERY (1981)
 DW0703
 DW0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0703'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DW0703
 DW0703                          STATION RECOVERY (2009)
 DW0703
 DW0703'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0703'RECOVERED STATION HI JOLLY AND RM 1 IN GOOD CONDITION.
 DW0703'RM 2 APPEARS TO HAVE BEEN LOST WHEN THE CEMETERY
 DW0703'EXPANDED WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0707 ***********************************************************************
 DW0707  DESIGNATION -  HI JOLLY AZ MK
 DW0707  PID         -  DW0707
 DW0707  STATE/COUNTY-  AZ/LA PAZ
 DW0707  USGS QUAD   -  QUARTZSITE (1990)
 DW0707
 DW0707                         *CURRENT SURVEY CONTROL
 DW0707  ___________________________________________________________________
 DW0707* NAD 83(1986)-  33 39 42.     (N)    114 14 28.     (W)     SCALED    
 DW0707* NAVD 88     -       279.01   (+/-2cm)     915.4    (feet)  VERTCON   
 DW0707  ___________________________________________________________________
 DW0707  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0707
 DW0707.The horizontal coordinates were scaled from a topographic map and have
 DW0707.an estimated accuracy of +/- 6 seconds.
 DW0707
 DW0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0707.The vertical order pertains to the NGVD 29 superseded value.
 DW0707
 DW0707.The geoid height was determined by GEOID03.
 DW0707
 DW0707;                    North         East    Units  Estimated Accuracy
 DW0707;SPC AZ W     -   295,250.      167,810.      MT  (+/- 180 meters Scaled)
 DW0707
 DW0707                          SUPERSEDED SURVEY CONTROL
 DW0707
 DW0707  NGVD 29 (??/??/??)  278.330  (m)          913.15   (f) ADJUSTED    2 0
 DW0707
 DW0707.Superseded values are not recommended for survey control.
 DW0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0707.See file dsdata.txt to determine how the superseded data were derived.
 DW0707
 DW0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT558280(NAD 83)
 DW0707_MARKER: DZ = AZIMUTH MARK DISK
 DW0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0707_STAMPING: HI JOLLY 1949
 DW0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0707+STABILITY: SURFACE MOTION
 DW0707
 DW0707  HISTORY     - Date     Condition        Report By
 DW0707  HISTORY     - 1949     MONUMENTED       CGS
 DW0707  HISTORY     - 1962     GOOD             NGS
 DW0707  HISTORY     - 19870408 GOOD             USGS
 DW0707
 DW0707                          STATION DESCRIPTION
 DW0707
 DW0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0707'0.7 MI W FROM QUARTZSITE.
 DW0707'ABOUT 0.7 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0707'OFFICE AT QUARTZSITE, 60 FEET NORTH OF THE CENTER OF THE
 DW0707'HIGHWAY, 23 FEET NORTHEAST OF A WIRE BRACED POWER POLE, 1.3 FEET
 DW0707'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DW0707'THE HIGHWAY, AND IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 DW0707'INCHES.
 DW0707
 DW0707                          STATION RECOVERY (1987)
 DW0707
 DW0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (MLM)
 DW0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0706 ***********************************************************************
 DW0706  DESIGNATION -  HI JOLLY RM 1
 DW0706  PID         -  DW0706
 DW0706  STATE/COUNTY-  AZ/LA PAZ
 DW0706  USGS QUAD   -  QUARTZSITE (1990)
 DW0706
 DW0706                         *CURRENT SURVEY CONTROL
 DW0706  ___________________________________________________________________
 DW0706* NAD 83(1986)-  33 39 52.     (N)    114 14 14.     (W)     SCALED    
 DW0706* NAVD 88     -       272.23   (+/-2cm)     893.1    (feet)  VERTCON   
 DW0706  ___________________________________________________________________
 DW0706  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0706
 DW0706.The horizontal coordinates were scaled from a topographic map and have
 DW0706.an estimated accuracy of +/- 6 seconds.
 DW0706
 DW0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0706.The vertical order pertains to the NGVD 29 superseded value.
 DW0706
 DW0706.The geoid height was determined by GEOID03.
 DW0706
 DW0706;                    North         East    Units  Estimated Accuracy
 DW0706;SPC AZ W     -   295,550.      168,180.      MT  (+/- 180 meters Scaled)
 DW0706
 DW0706                          SUPERSEDED SURVEY CONTROL
 DW0706
 DW0706  NGVD 29 (??/??/??)  271.557  (m)          890.93   (f) ADJUSTED    2 0
 DW0706
 DW0706.Superseded values are not recommended for survey control.
 DW0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0706.See file dsdata.txt to determine how the superseded data were derived.
 DW0706
 DW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT561283(NAD 83)
 DW0706_MARKER: DR = REFERENCE MARK DISK
 DW0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0706_STAMPING: HI JOLLY NO1 1949
 DW0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0706+STABILITY: SURFACE MOTION
 DW0706
 DW0706  HISTORY     - Date     Condition        Report By
 DW0706  HISTORY     - 1949     MONUMENTED       CGS
 DW0706  HISTORY     - 1962     GOOD             NGS
 DW0706
 DW0706                          STATION DESCRIPTION
 DW0706
 DW0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0706'0.6 MI NW FROM QUARTZSITE.
 DW0706'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0706'OFFICE AT QUARTZSITE, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD
 DW0706'TO THE QUARTZSITE CEMETERY, 36.7 FEET SOUTH OF TRIANGULATION
 DW0706'STATION HI JOLLY, 4.5 FEET WEST OF CEMETERY FENCE, 10 FEET
 DW0706'NORTHWEST OF THE GRAVE STONE OF JAY LESLIE KIRLIN, 43.0 FEET
 DW0706'SOUTH OF A WOODEN WITNESS POST, AND IS SET IN TOP OF A CONCRETE
 DW0706'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0705 ***********************************************************************
 DW0705  DESIGNATION -  HI JOLLY RM 2
 DW0705  PID         -  DW0705
 DW0705  STATE/COUNTY-  AZ/LA PAZ
 DW0705  USGS QUAD   -  QUARTZSITE (1990)
 DW0705
 DW0705                         *CURRENT SURVEY CONTROL
 DW0705  ___________________________________________________________________
 DW0705* NAD 83(1986)-  33 39 54.     (N)    114 14 16.     (W)     SCALED    
 DW0705* NAVD 88     -       272.45   (+/-2cm)     893.9    (feet)  VERTCON   
 DW0705  ___________________________________________________________________
 DW0705  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0705
 DW0705.The horizontal coordinates were scaled from a topographic map and have
 DW0705.an estimated accuracy of +/- 6 seconds.
 DW0705
 DW0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0705.The vertical order pertains to the NGVD 29 superseded value.
 DW0705
 DW0705.The geoid height was determined by GEOID03.
 DW0705
 DW0705;                    North         East    Units  Estimated Accuracy
 DW0705;SPC AZ W     -   295,620.      168,120.      MT  (+/- 180 meters Scaled)
 DW0705
 DW0705                          SUPERSEDED SURVEY CONTROL
 DW0705
 DW0705  NGVD 29 (??/??/??)  271.773  (m)          891.64   (f) ADJUSTED    2 0
 DW0705
 DW0705.Superseded values are not recommended for survey control.
 DW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0705.See file dsdata.txt to determine how the superseded data were derived.
 DW0705
 DW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT561284(NAD 83)
 DW0705_MARKER: DR = REFERENCE MARK DISK
 DW0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0705_STAMPING: HI JOLLY NO2 1949
 DW0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0705+STABILITY: SURFACE MOTION
 DW0705
 DW0705  HISTORY     - Date     Condition        Report By
 DW0705  HISTORY     - 1949     MONUMENTED       CGS
 DW0705  HISTORY     - 1962     GOOD             NGS
 DW0705  HISTORY     - 20090218 MARK NOT FOUND   GEOCAC
 DW0705
 DW0705                          STATION DESCRIPTION
 DW0705
 DW0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0705'0.6 MI NW FROM QUARTZSITE.
 DW0705'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0705'OFFICE AT QUARTZSITE, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD
 DW0705'TO THE QUARTZSITE CEMETERY, 42 FEET WEST SOUTHWEST OF THE NORTHWEST
 DW0705'CORNER OF THE CEMETERY, 35.6 FEET WEST OF TRIANGULATION STATION
 DW0705'HI JOLLY, 45 FEET WEST OF THE GRAVE STONE OF JESSIE LEAH
 DW0705'KEISER, 36.2 FEET WEST OF A WOODEN WITNESS POST, AND IS SET
 DW0705'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DW0705
 DW0705                          STATION RECOVERY (2009)
 DW0705
 DW0705'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0705'IT APPEARS THAT RM 2 WAS LOST WHEN THE CEMETERY
 DW0705'WAS EXPANDED TO THE WEST OF THE STATION. THERE IS
 DW0705'NOW A GRAVE AT OR VERY CLOSE TO THE INDICATED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6861 ***********************************************************************
 DH6861  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6861  DESIGNATION -  HICKS
 DH6861  PID         -  DH6861
 DH6861  STATE/COUNTY-  AZ/GILA
 DH6861  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DH6861
 DH6861                         *CURRENT SURVEY CONTROL
 DH6861  ___________________________________________________________________
 DH6861* NAD 83(2007)-  33 31 02.62580(N)    110 50 07.56636(W)     ADJUSTED  
 DH6861* NAVD 88     -      1084.59   (meters)    3558.4    (feet)  GPS OBS   
 DH6861  ___________________________________________________________________
 DH6861  EPOCH DATE  -        2007.00
 DH6861  X           -  -1,893,626.601 (meters)                     COMP
 DH6861  Y           -  -4,975,735.058 (meters)                     COMP
 DH6861  Z           -   3,502,526.916 (meters)                     COMP
 DH6861  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 DH6861  ELLIP HEIGHT-        1057.320 (meters)          (02/10/07) ADJUSTED
 DH6861  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DH6861
 DH6861  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6861  Type    PID    Designation                      North   East  Ellip
 DH6861  -------------------------------------------------------------------
 DH6861  NETWORK DH6861 HICKS                             0.69   0.57   2.45
 DH6861  -------------------------------------------------------------------
 DH6861
 DH6861.The horizontal coordinates were established by GPS observations
 DH6861.and adjusted by the National Geodetic Survey in February 2007.
 DH6861
 DH6861.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6861.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6861.The horizontal coordinates are valid at the epoch date displayed above.
 DH6861.The epoch date for horizontal control is a decimal equivalence
 DH6861.of Year/Month/Day.
 DH6861
 DH6861.The orthometric height was determined by GPS observations and a
 DH6861.high-resolution geoid model.
 DH6861.The orthometric height was determined by GPS observations and a
 DH6861.high-resolution geoid model using precise GPS observation and
 DH6861.processing techniques.
 DH6861
 DH6861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6861
 DH6861.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6861
 DH6861.The ellipsoidal height was determined by GPS observations
 DH6861.and is referenced to NAD 83.
 DH6861
 DH6861.The geoid height was determined by GEOID03.
 DH6861
 DH6861;                    North         East     Units Scale Factor Converg.
 DH6861;SPC AZ E     -   279,329.934   151,234.427   MT  0.99994757   -0 22 09.5
 DH6861;SPC AZ E     -   916,436.79    496,175.94   iFT  0.99994757   -0 22 09.5
 DH6861;UTM  12      - 3,708,660.026   515,282.622   MT  0.99960288   +0 05 27.1
 DH6861
 DH6861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6861!SPC AZ E     -   0.99983404  x   0.99994757  =   0.99978162
 DH6861!UTM  12      -   0.99983404  x   0.99960288  =   0.99943698
 DH6861
 DH6861                          SUPERSEDED SURVEY CONTROL
 DH6861
 DH6861  NAD 83(1992)-  33 31 02.62560(N)    110 50 07.56605(W) AD(       ) B
 DH6861  ELLIP H (08/22/05) 1057.332  (m)                       GP(       ) 4 2
 DH6861
 DH6861.Superseded values are not recommended for survey control.
 DH6861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6861.See file dsdata.txt to determine how the superseded data were derived.
 DH6861
 DH6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1528308660(NAD 83)
 DH6861_MARKER: DD = SURVEY DISK
 DH6861_SETTING: 66 = SET IN ROCK OUTCROP
 DH6861_STAMPING: HICKS 2004
 DH6861_MARK LOGO: NGS   
 DH6861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6861+STABILITY: POSITION/ELEVATION WELL
 DH6861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6861+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH6861
 DH6861  HISTORY     - Date     Condition        Report By
 DH6861  HISTORY     - 20040401 MONUMENTED       AZ-007
 DH6861
 DH6861                          STATION DESCRIPTION
 DH6861
 DH6861'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6861'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE, AZ. PROCEED
 DH6861'NORTH ON SR-188 4.4 MILES TO INTERSECTION OF OLD SR-88. TURN RIGHT
 DH6861'(EAST) AND TRAVEL 1.7 MILES TO THE INTERSECTION OF HICKS ROAD. TURN
 DH6861'RIGHT (EAST) ONTO HICKS ROAD AND TRAVE 0.75 MILES . TURN RIGHT (EAST)
 DH6861'ON A DIRT ROAD RUNNING ALONG NORTH SIDE OF RESIDENCE. TRAVEL 0.1 MILES
 DH6861'TO LOCKED GATE (RESIDENCE OWNER HAS KEY) CONTINUE UP NEGRO WASH 1.8
 DH6861'MILES TO SMALL ON WEST SIDE. PACK 15 MINUTE TO TOP OF HILL. MONUMENT
 DH6861'IS IN ROCK OUTCROP NEXT TO JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1028 ***********************************************************************
 ES1028  DESIGNATION -  HICUT
 ES1028  PID         -  ES1028
 ES1028  STATE/COUNTY-  AZ/YAVAPAI
 ES1028  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1028
 ES1028                         *CURRENT SURVEY CONTROL
 ES1028  ___________________________________________________________________
 ES1028* NAD 83(1992)-  34 32 09.00109(N)    111 56 28.27363(W)     ADJUSTED  
 ES1028* NAVD 88     -      1760.     (meters)    5774.     (feet)  SCALED    
 ES1028  ___________________________________________________________________
 ES1028  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ES1028  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES1028  HORZ ORDER  -  SECOND
 ES1028
 ES1028.The horizontal coordinates were established by classical geodetic methods
 ES1028.and adjusted by the National Geodetic Survey in August 1993.
 ES1028
 ES1028.The orthometric height was scaled from a topographic map.
 ES1028
 ES1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1028
 ES1028.The geoid height was determined by GEOID03.
 ES1028
 ES1028;                    North         East     Units Scale Factor Converg.
 ES1028;SPC AZ C     -   392,086.724   211,109.231   MT  0.99990006   -0 00 50.0
 ES1028;SPC AZ C     - 1,286,373.77    692,615.59   iFT  0.99990006   -0 00 50.0
 ES1028;UTM  12      - 3,821,972.931   413,631.556   MT  0.99969194   -0 32 01.0
 ES1028
 ES1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1028!SPC AZ C     -   0.99972791  x   0.99990006  =   0.99962800
 ES1028!UTM  12      -   0.99972791  x   0.99969194  =   0.99941993
 ES1028
 ES1028|---------------------------------------------------------------------|
 ES1028| PID    Reference Object                     Distance      Geod. Az  |
 ES1028|                                                           dddmmss.s |
 ES1028| CH2485 HICUT RM 2                            7.845 METERS 25525     |
 ES1028| CH2484 HICUT RM 1                            7.529 METERS 34402     |
 ES1028| ES1026 DOME                                APPROX. 1.3 KM 3580039.8 |
 ES1028|---------------------------------------------------------------------|
 ES1028
 ES1028                          SUPERSEDED SURVEY CONTROL
 ES1028
 ES1028  NAD 83(1986)-  34 32 08.99653(N)    111 56 28.27115(W) AD(       ) 2
 ES1028  NAD 27      -  34 32 08.89550(N)    111 56 25.72050(W) AD(       ) 2
 ES1028
 ES1028.Superseded values are not recommended for survey control.
 ES1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1028.See file dsdata.txt to determine how the superseded data were derived.
 ES1028
 ES1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1363221973(NAD 83)
 ES1028_MARKER: DS = TRIANGULATION STATION DISK
 ES1028_SETTING: 66 = SET IN ROCK OUTCROP
 ES1028
 ES1028  HISTORY     - Date     Condition        Report By
 ES1028  HISTORY     - 1959     MONUMENTED       CGS
 ES1028
 ES1028                          STATION DESCRIPTION
 ES1028
 ES1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1028'THE STATION IS ABOUT 4.5 MILES SOUTHWEST OF CAMP VERDE, 4 MILES
 ES1028'SOUTH SOUTHWEST OF THE JUNCTION OF ARIZONA STATE HIGHWAYS 279
 ES1028'AND 79, 0.3 MILE NORTH OF STATE HIGHWAY 79 ON A HIGH MESA AND
 ES1028'JUST WEST OF A DRY WATER COURSE WHICH CUTS THE MESA IN TWO.
 ES1028'
 ES1028'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAY
 ES1028'279 AND 79, GO SOUTHWESTERLY ON STATE HIGHWAY 79 FOR 5.2 MILES
 ES1028'TO THE BASE OF A HIGH MESA ON THE RIGHT, NORTH, SIDE OF THE
 ES1028'HIGHWAY AND THE END OF TRUCK TRAVEL.  PACK NORTH FROM THE
 ES1028'HIGHWAY UP THE WEST SIDE OF THE WATER COURSE TO THE POINT OF THE
 ES1028'MESA AND THE STATION.  THERE ARE HIGHER POINTS ON THE MESA TO
 ES1028'THE EAST, ACROSS THE WATER COURSE, WEST AND NORTH.
 ES1028'
 ES1028'ABOUT A 30 MINUTE PACK.
 ES1028'
 ES1028'THE STATION IS A STANDARD DISK, STAMPED HICUT 1959, CEMENTED IN A
 ES1028'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT
 ES1028'IS SEVERAL HUNDRED FEET HIGHER THAN THE HIGHWAY, 20 FEET NORTH
 ES1028'OF THE SOUTH RIM OF THE MESA AND 6.4 FEET NORTH OF A WITNESS
 ES1028'SIGN.
 ES1028'
 ES1028'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HICUT NO 1 1959,
 ES1028'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 12
 ES1028'INCHES AND IS 31.2 FEET NORTH OF THE WITNESS SIGN.
 ES1028'
 ES1028'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HICUT NO 2 1959,
 ES1028'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 ES1028'2 INCHES AND IS 37.4 FEET WEST OF THE WITNESS SIGN.
 ES1028'
 ES1028'TRIANGULATION STATION DOME CAN BE USED FOR AN AZIMUTH MARK, SEE
 ES1028'THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1975 ***********************************************************************
 DV1975  DESIGNATION -  HIDDEN
 DV1975  PID         -  DV1975
 DV1975  STATE/COUNTY-  AZ/LA PAZ
 DV1975  USGS QUAD   -  NEW WATER MOUNTAINS (1990)
 DV1975
 DV1975                         *CURRENT SURVEY CONTROL
 DV1975  ___________________________________________________________________
 DV1975* NAD 83(1992)-  33 35 26.58491(N)    113 53 36.65531(W)     ADJUSTED  
 DV1975* NAVD 88     -       856.0    (meters)    2808.     (feet)  VERTCON   
 DV1975  ___________________________________________________________________
 DV1975  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DV1975  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1975  HORZ ORDER  -  SECOND
 DV1975
 DV1975.The horizontal coordinates were established by classical geodetic methods
 DV1975.and adjusted by the National Geodetic Survey in August 1993.
 DV1975
 DV1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1975
 DV1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1975
 DV1975.The geoid height was determined by GEOID03.
 DV1975
 DV1975;                    North         East     Units Scale Factor Converg.
 DV1975;SPC AZ W     -   287,280.173   200,038.997   MT  0.99993552   -0 04 45.8
 DV1975;SPC AZ W     -   942,520.25    656,295.92   iFT  0.99993552   -0 04 45.8
 DV1975;UTM  12      - 3,720,530.418   231,470.817   MT  1.00048907   -1 36 06.5
 DV1975
 DV1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1975!SPC AZ W     -   0.99987054  x   0.99993552  =   0.99980607
 DV1975!UTM  12      -   0.99987054  x   1.00048907  =   1.00035955
 DV1975
 DV1975:                Primary Azimuth Mark                     Grid Az
 DV1975:SPC AZ W     -  HIDDEN AZ MK                             038 55 46.3
 DV1975:UTM  12      -  HIDDEN AZ MK                             040 27 07.0
 DV1975
 DV1975|---------------------------------------------------------------------|
 DV1975| PID    Reference Object                     Distance      Geod. Az  |
 DV1975|                                                           dddmmss.s |
 DV1975| CH2486 HIDDEN AZ MK                                       0385100.5 |
 DV1975| DV1968 LOS ANGELES PHOENIX AWY BN 27A      APPROX.21.8 KM 1013317.0 |
 DV1975| CH2487 HIDDEN RM 1                          11.842 METERS 16544     |
 DV1975| CH2488 HIDDEN RM 2                           6.474 METERS 20316     |
 DV1975| DV1974 LOS ANGELES PHOENIX AWY BCN 25      APPROX. 6.0 KM 2612957.1 |
 DV1975|---------------------------------------------------------------------|
 DV1975
 DV1975                          SUPERSEDED SURVEY CONTROL
 DV1975
 DV1975  NAD 83(1986)-  33 35 26.58047(N)    113 53 36.66402(W) AD(       ) 2
 DV1975  NAD 27      -  33 35 26.47270(N)    113 53 33.88840(W) AD(       ) 2
 DV1975  NGVD 29 (07/19/86)  855.3    (m)         2806.     (f) VERT ANG    3  
 DV1975
 DV1975.Superseded values are not recommended for survey control.
 DV1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1975.See file dsdata.txt to determine how the superseded data were derived.
 DV1975
 DV1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3147120530(NAD 83)
 DV1975_MARKER: DS = TRIANGULATION STATION DISK
 DV1975_SETTING: 66 = SET IN ROCK OUTCROP
 DV1975
 DV1975  HISTORY     - Date     Condition        Report By
 DV1975  HISTORY     - 1949     MONUMENTED       CGS
 DV1975
 DV1975                          STATION DESCRIPTION
 DV1975
 DV1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1975'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE SOUTHWEST OF
 DV1975'HOPE ON A HIGH, PROMINENT PEAK THAT HAS VERTICAL CLIFFS ON ITS
 DV1975'NORTH AND EAST SIDE.  IT IS ABOUT 1/4 MILE EAST AND SLIGHTLY
 DV1975'HIGHER THAN A LARGE, BARE ROCK PROTRUSION.  THE STATION MARK
 DV1975'PROJECTS 3 INCHES, IS ON THE HIGHEST POINT OF PEAK, 8 FEET
 DV1975'WEST OF A SMALL CAIRN.  IT IS STAMPED, HIDDEN 1949.
 DV1975'
 DV1975'REFERENCE MARK NO. 1 IS SET FLUSH 3 FEET LOWER THAN THE STATION
 DV1975'MARK.  IT IS STAMPED, HIDDEN NO 1 1949.
 DV1975'
 DV1975'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS 2 FEET LOWER THAN
 DV1975'THE STATION MARK AND IS STAMPED, HIDDEN NO 2 1949.
 DV1975'
 DV1975'THE AZIMUTH MARK IS SET ON THE SOUTH EDGE OF A CIRCULAR MASS OF
 DV1975'CONCRETE THAT HAS BEEN THE BASE OF A WATER TANK.  IT PROJECTS
 DV1975'2 FEET, IS 50 PACES NORTH OF A ROAD, 6 FEET NORTHWEST OF A
 DV1975'WHITE WITNESS POST AND IS STAMPED, HIDDEN 1949.
 DV1975'
 DV1975'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE.  GO
 DV1975'EAST ON U.S. HIGHWAY 60, 23.35 MILES TO A ROAD RIGHT JUST AFTER
 DV1975'CROSSING A CONCRETE BRIDGE.  TURN RIGHT, FOLLOW ROAD SOUTH AND
 DV1975'SOUTHWEST 4.65 MILES TO A ROAD SHARP RIGHT.  CONTINUE TO THE LEFT,
 DV1975'SOUTH, 0.25 MILE TO A HILL ON LEFT WHICH SHOWS SIGNS OF EXTENSIVE
 DV1975'PROSPECTING.  TURN RIGHT, WEST, GO 0.1 MILE TO THE AZIMUTH
 DV1975'MARK ON RIGHT.  CONTINUE WESTERLY 3.1 MILES.  THEN BEAR SOUTH,
 DV1975'GO 1.5 MILE TO A FORK.  KEEP TO LEFT, FOLLOW WASH 1.0 MILE,
 DV1975'TURN RIGHT OUT OF WASH, CROSS RIDGE INTO WASH AGAIN AND GO
 DV1975'0.45 MILE TO END OF TRUCK TRAVEL AT A SMALL CLIFF IN WASH.
 DV1975'CLIMB OVER CLIFF, WALK UP WASH ABOUT 0.15 MILE TO A WASH ON
 DV1975'RIGHT.  TURN RIGHT, FOLLOW THIS WASH TO ITS END ON TOP OF RIDGE.
 DV1975'CONTINUE EASTERLY INTO A LARGE WASH.  THEN UP WASH INTO A CLEFT
 DV1975'ABOUT 0.2 MILE SOUTH OF THE LARGE ROCK PROTRUSION.  CLIMB TO
 DV1975'THE LEFT OUT OF CLEFT ONTO RIDGE, GO NORTH THEN EAST TO BASE OF
 DV1975'STATION PEAK.  GO SOUTH ABOUT 100 PACES TO A SMALL CLEFT IN RIM.
 DV1975'CLIMB UP THROUGH CLEFT THEN NORTH TO HIGHEST POINT OF PEAK AND
 DV1975'STATION.  A 1 HOUR AND 30 MINUTE PACK.
 DV1975'
 DV1975'A 20 FOOT LENGTH OF ROPE WOULD BE HELPFUL IN HOISTING A PACK
 DV1975'UP CLEFTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1963 ***********************************************************************
 DU1963  DESIGNATION -  HIDDEN
 DU1963  PID         -  DU1963
 DU1963  STATE/COUNTY-  AZ/GRAHAM
 DU1963  USGS QUAD   -  RAWHIDE MOUNTAIN (1989)
 DU1963
 DU1963                         *CURRENT SURVEY CONTROL
 DU1963  ___________________________________________________________________
 DU1963* NAD 83(1992)-  33 05 57.61019(N)    110 23 50.69008(W)     ADJUSTED  
 DU1963* NAVD 88     -      1219.8    (meters)    4002.     (feet)  VERTCON   
 DU1963  ___________________________________________________________________
 DU1963  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 DU1963  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DU1963  HORZ ORDER  -  FIRST
 DU1963
 DU1963.The horizontal coordinates were established by classical geodetic methods
 DU1963.and adjusted by the National Geodetic Survey in August 1993.
 DU1963
 DU1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1963
 DU1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1963
 DU1963.The geoid height was determined by GEOID03.
 DU1963
 DU1963;                    North         East     Units Scale Factor Converg.
 DU1963;SPC AZ E     -   232,791.036   191,822.256   MT  0.99990572   -0 07 33.6
 DU1963;SPC AZ E     -   763,750.12    629,338.11   iFT  0.99990572   -0 07 33.6
 DU1963;UTM  12      - 3,662,460.920   556,228.339   MT  0.99963898   +0 19 44.7
 DU1963
 DU1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1963!SPC AZ E     -   0.99981281  x   0.99990572  =   0.99971855
 DU1963!UTM  12      -   0.99981281  x   0.99963898  =   0.99945186
 DU1963
 DU1963|---------------------------------------------------------------------|
 DU1963| PID    Reference Object                     Distance      Geod. Az  |
 DU1963|                                                           dddmmss.s |
 DU1963| CD3006 HIDDEN RM 1                           7.352 METERS 08257     |
 DU1963| DU1996 PINAL PEAK LOOKOUT TOWER            APPROX.44.4 KM 2971803.5 |
 DU1963| CD3005 HIDDEN AZ MK                                       3135223.0 |
 DU1963| CD3007 HIDDEN RM 2                          10.516 METERS 33831     |
 DU1963|---------------------------------------------------------------------|
 DU1963
 DU1963                          SUPERSEDED SURVEY CONTROL
 DU1963
 DU1963  NAD 83(1986)-  33 05 57.60673(N)    110 23 50.69087(W) AD(       ) 1
 DU1963  NAD 27      -  33 05 57.38200(N)    110 23 48.33800(W) AD(       ) 1
 DU1963  NGVD 29 (07/19/86) 1219.1    (m)         4000.     (f) VERT ANG    3  
 DU1963
 DU1963.Superseded values are not recommended for survey control.
 DU1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1963.See file dsdata.txt to determine how the superseded data were derived.
 DU1963
 DU1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5622862461(NAD 83)
 DU1963_MARKER: DS = TRIANGULATION STATION DISK
 DU1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU1963
 DU1963  HISTORY     - Date     Condition        Report By
 DU1963  HISTORY     - 1945     MONUMENTED       CGS
 DU1963
 DU1963                          STATION DESCRIPTION
 DU1963
 DU1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1963'STATION IS LOCATED ABOUT 31 MILES SE OF GLOBE, ABOUT 9 MILES
 DU1963'(AIR LINE) SE OF COOLIDGE DAM, ABOUT 8-1/2 MILES WNW OF MT.
 DU1963'TURNBULL, ABOUT 5 MILES SSE OF THE COTTONWOOD SPRINGS GAS
 DU1963'STATION ON U.S. HIGHWAY 70, ON THE HIGHER HILLS ALONG THE STANLEY
 DU1963'PEAK ROAD.
 DU1963'
 DU1963'TO REACH THE STATION FROM THE CENTER OF COOLIDGE DAM ON U.S.
 DU1963'HIGHWAY 70, GO E ON HIGHWAY 70 FOR 8.2 MILES TO THE COTTONWOOD
 DU1963'SPRINGS GAS STATION ON THE LEFT AND TRIANGULATION STATION COT
 DU1963'ON THE RIGHT.  CONTINUE FOR 0.1 MILE TO ROAD TURNING OFF TO
 DU1963'RIGHT.  TURN RIGHT OFF HIGHWAY AND TAKE THE LEFT FORK STRAIGHT
 DU1963'AHEAD ON GRADED DIRT ROAD FOR 1.0 MILE TO FORKS.  TAKE LEFT
 DU1963'FORK AND GO 1.3 MILES TO FORKS.  TAKE LEFT FORK AND GO 2.6
 DU1963'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.2 MILE
 DU1963'TO WHERE A ROAD COMES INTO THE MAIN ROAD FROM THE RIGHT.
 DU1963'STAY ON THE MAIN ROAD LEFT AND GO 1.1 MILES TO A POINT WHERE
 DU1963'THE ROAD SWINGS TO THE LEFT AROUND THE TOP OF THE HILL.
 DU1963'AT THIS POINT LEAVE THE ROAD AND DRIVE STRAIGHT UP THE HILL
 DU1963'FOR ABOUT 0.05 MILE TO THE TOP AND STATION.  THE POINT AT
 DU1963'WHICH TO TURN OFF THE ROAD IS ABOUT 0.1 MILE BEFORE REACHING
 DU1963'A GATE WHICH IS BEHIND THE HILL.
 DU1963'
 DU1963'THE STATION IS 184 FEET NW OF THE MOST W OF THE TWO GATE POSTS
 DU1963'ON EAST SIDE OF THE ROAD AND ABOUT 7 FEET W OF A 4 INCH SQUARE
 DU1963'WHITE WITNESS POST.  STATION MARK IS A BRONZE STATION DISK SET IN
 DU1963'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 DU1963'GROUND.  IT IS STAMPED HIDDEN 1945.  AN UNDERGROUND STATION
 DU1963'MARK WAS SET IN CONCRETE ABOUT 28 INCHES BELOW THE GROUND.
 DU1963'
 DU1963'REFERENCE MARK 1 IS E OF THE STATION AND SLIGHTLY LOWER.  IT
 DU1963'IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST WHICH
 DU1963'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS STAMPED HIDDEN
 DU1963'NO 1 1945.
 DU1963'
 DU1963'REFERENCE MARK 2 IS NNW OF THE STATION AND ABOUT 1 FOOT LOWER.
 DU1963'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST
 DU1963'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS STAMPED
 DU1963'HIDDEN NO 2 1945.
 DU1963'
 DU1963'AZIMUTH MARK IS 1 MILE NW OF THE STATION.  IT IS ON A ROUND RIDGE,
 DU1963'36-1/2 FEET E OF THE CENTER OF THE ROAD, AND 4-1/2 FEET SE
 DU1963'OF A 4 INCH SQUARE WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH
 DU1963'DISK SET IN A CONCRETE CYLINDER WHICH PROJECTS ABOUT 4 INCHES
 DU1963'ABOVE THE GROUND.  IT IS STAMPED HIDDEN 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0905 ***********************************************************************
 ES0905  DESIGNATION -  HIDDEN
 ES0905  PID         -  ES0905
 ES0905  STATE/COUNTY-  AZ/COCONINO
 ES0905  USGS QUAD   -  O W POINT (1990)
 ES0905
 ES0905                         *CURRENT SURVEY CONTROL
 ES0905  ___________________________________________________________________
 ES0905* NAD 83(1992)-  34 19 31.09090(N)    110 50 06.74616(W)     ADJUSTED  
 ES0905* NAVD 88     -      2330.2    (meters)    7645.     (feet)  VERTCON   
 ES0905  ___________________________________________________________________
 ES0905  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 ES0905  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES0905  HORZ ORDER  -  SECOND
 ES0905
 ES0905.The horizontal coordinates were established by classical geodetic methods
 ES0905.and adjusted by the National Geodetic Survey in August 1993.
 ES0905
 ES0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0905
 ES0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0905
 ES0905.The geoid height was determined by GEOID03.
 ES0905
 ES0905;                    North         East     Units Scale Factor Converg.
 ES0905;SPC AZ C     -   369,264.243   312,880.149   MT  1.00002205   +0 36 35.6
 ES0905;SPC AZ C     - 1,211,496.86  1,026,509.68   iFT  1.00002205   +0 36 35.6
 ES0905;SPC AZ E     -   368,936.984   151,839.092   MT  0.99994664   -0 22 37.2
 ES0905;SPC AZ E     - 1,210,423.18    498,159.75   iFT  0.99994664   -0 22 37.2
 ES0905;UTM  12      - 3,798,238.183   515,160.003   MT  0.99960283   +0 05 34.5
 ES0905
 ES0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0905!SPC AZ C     -   0.99963811  x   1.00002205  =   0.99966015
 ES0905!SPC AZ E     -   0.99963811  x   0.99994664  =   0.99958477
 ES0905!UTM  12      -   0.99963811  x   0.99960283  =   0.99924109
 ES0905
 ES0905:                Primary Azimuth Mark                     Grid Az
 ES0905:SPC AZ C     -  JACOB                                    251 07 39.9
 ES0905:SPC AZ E     -  JACOB                                    252 06 52.7
 ES0905:UTM  12      -  JACOB                                    251 38 41.0
 ES0905
 ES0905|---------------------------------------------------------------------|
 ES0905| PID    Reference Object                     Distance      Geod. Az  |
 ES0905|                                                           dddmmss.s |
 ES0905| ES0910 JACOB                               APPROX. 0.5 KM 2514415.5 |
 ES0905| DZ1393 HIDDEN RM 1                          12.238 METERS 28944     |
 ES0905|---------------------------------------------------------------------|
 ES0905
 ES0905                          SUPERSEDED SURVEY CONTROL
 ES0905
 ES0905  NAD 83(1986)-  34 19 31.08558(N)    110 50 06.75049(W) AD(       ) 2
 ES0905  NGVD 29 (08/03/87) 2329.1    (m)         7641.     (f) VERT ANG    3  
 ES0905
 ES0905.Superseded values are not recommended for survey control.
 ES0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0905.See file dsdata.txt to determine how the superseded data were derived.
 ES0905
 ES0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1516098238(NAD 83)
 ES0905_MARKER: DS = TRIANGULATION STATION DISK
 ES0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0905+STABILITY: SURFACE MOTION
 ES0905
 ES0905  HISTORY     - Date     Condition        Report By
 ES0905  HISTORY     - 1984     MONUMENTED       AZDT
 ES0905  HISTORY     - 19971011 GOOD             USPSQD
 ES0905  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0905
 ES0905                          STATION DESCRIPTION
 ES0905
 ES0905'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0905'THE STATION IS LOCATED 15-1/2 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0905'SIDE OF STATE ROUTE 260.
 ES0905'
 ES0905'THE STATION MARK IS AN AZDT DISK STAMPED---HIDDEN 1984---.  IT IS SET
 ES0905'IN TOP OF A 10 INCH CONCRETE MONUMENT 30 FEET NORTH OF THE CENTER LINE
 ES0905'OF THE HIGHWAY AND 4 FEET NORTH OF THE WITNESS POST.
 ES0905'
 ES0905'REFERENCE MARK 1 IS AN US BUREAU OF PUBLIC ROADS CAP.  HOWEVER NO
 ES0905'NOTES WERE TAKEN WHICH DESCRIBE THE STAMPING OF THE MARK.
 ES0905'
 ES0905'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BULKSKIN ROAD
 ES0905'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 14.45 MILES TO
 ES0905'MERZVILLE ROAD ON THE RIGHT, CONTINUE WEST ALONG SR 260 FOR 2.35 MILES
 ES0905'TO MILE POST 286.45 AND THE STATION ON THE RIGHT.
 ES0905
 ES0905                          STATION RECOVERY (1997)
 ES0905
 ES0905'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0905'RECOVERED IN GOOD CONDITION.
 ES0905
 ES0905                          STATION RECOVERY (2005)
 ES0905
 ES0905'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0905'MARK NOT FOUND. HIGHWAY WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0492 ***********************************************************************
 GP0492  DESIGNATION -  HIDDEN
 GP0492  PID         -  GP0492
 GP0492  STATE/COUNTY-  AZ/COCONINO
 GP0492  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0492
 GP0492                         *CURRENT SURVEY CONTROL
 GP0492  ___________________________________________________________________
 GP0492* NAD 83(1992)-  36 11 43.87892(N)    111 23 32.80038(W)     ADJUSTED  
 GP0492* NAVD 88     -      1480.6    (meters)    4858.     (feet)  VERTCON   
 GP0492  ___________________________________________________________________
 GP0492  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 GP0492  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 GP0492  HORZ ORDER  -  SECOND
 GP0492
 GP0492.The horizontal coordinates were established by classical geodetic methods
 GP0492.and adjusted by the National Geodetic Survey in August 1993.
 GP0492
 GP0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0492
 GP0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0492
 GP0492.The geoid height was determined by GEOID03.
 GP0492
 GP0492;                    North         East     Units Scale Factor Converg.
 GP0492;SPC AZ C     -   576,333.357   260,504.337   MT  0.99992738   +0 18 34.5
 GP0492;SPC AZ C     - 1,890,857.47    854,673.02   iFT  0.99992738   +0 18 34.5
 GP0492;UTM  12      - 4,005,706.405   464,717.337   MT  0.99961534   -0 13 54.3
 GP0492
 GP0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0492!SPC AZ C     -   0.99977134  x   0.99992738  =   0.99969874
 GP0492!UTM  12      -   0.99977134  x   0.99961534  =   0.99938677
 GP0492
 GP0492|---------------------------------------------------------------------|
 GP0492| PID    Reference Object                     Distance      Geod. Az  |
 GP0492|                                                           dddmmss.s |
 GP0492| CR7973 HIDDEN RM 1                           5.782 METERS 08141     |
 GP0492| CR7974 HIDDEN RM 2                           8.613 METERS 24729     |
 GP0492| GP0505 ROSE                                APPROX. 2.4 KM 3524611.3 |
 GP0492|---------------------------------------------------------------------|
 GP0492
 GP0492                          SUPERSEDED SURVEY CONTROL
 GP0492
 GP0492  NAD 83(1986)-  36 11 43.87770(N)    111 23 32.80003(W) AD(       ) 2
 GP0492  NGVD 29 (07/12/88) 1479.7    (m)         4855.     (f) VERT ANG    3  
 GP0492
 GP0492.Superseded values are not recommended for survey control.
 GP0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0492.See file dsdata.txt to determine how the superseded data were derived.
 GP0492
 GP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6471705706(NAD 83)
 GP0492_MARKER: DS = TRIANGULATION STATION DISK
 GP0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0492+STABILITY: SURFACE MOTION
 GP0492
 GP0492  HISTORY     - Date     Condition        Report By
 GP0492  HISTORY     - 1983     MONUMENTED       AZDT
 GP0492
 GP0492                          STATION DESCRIPTION
 GP0492
 GP0492'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0492'THE STATION IS LOCATED 22 MILES NORTH OF CAMERON ALONG U.S. HIGHWAY
 GP0492'89.
 GP0492'
 GP0492'THE STATION MARK IS AN AZDT DISK STAMPED---HIDDEN 1983---.  IT IS SET
 GP0492'IN TOP OF A 10 INCH CONCRETE MONUMENT 102 FEET NORTHEAST OF THE CENTER
 GP0492'LINE OF THE HIGHWAY AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 GP0492'
 GP0492'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HIDDEN RM 1 1983---.  IT IS
 GP0492'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0492'
 GP0492'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HIDDEN RM 2 1983---.  IT IS
 GP0492'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0492'
 GP0492'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0492'FOR 14.0 MILES TO U.S. HIGHWAY 160.  TRAVEL NORTH ALONG U.S. 89 FOR
 GP0492'7.8 MILES TO THE WILLOW SPRINGS MISSION ON THE LEFT, CONTINUE NORTH
 GP0492'ALONG THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5760 ***********************************************************************
 DH5760  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5760  DESIGNATION -  HIDE OUT
 DH5760  PID         -  DH5760
 DH5760  STATE/COUNTY-  AZ/COCHISE
 DH5760  USGS QUAD   -  HUACHUCA CITY (1982)
 DH5760
 DH5760                         *CURRENT SURVEY CONTROL
 DH5760  ___________________________________________________________________
 DH5760* NAD 83(2007)-  31 38 38.83913(N)    110 20 46.06789(W)     ADJUSTED  
 DH5760* NAVD 88     -      1307.66   (meters)    4290.2    (feet)  GPS OBS   
 DH5760  ___________________________________________________________________
 DH5760  EPOCH DATE  -        2007.00
 DH5760  X           -  -1,890,030.624 (meters)                     COMP
 DH5760  Y           -  -5,096,801.686 (meters)                     COMP
 DH5760  Z           -   3,327,573.139 (meters)                     COMP
 DH5760  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DH5760  ELLIP HEIGHT-        1279.575 (meters)          (02/10/07) ADJUSTED
 DH5760  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DH5760
 DH5760  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5760  Type    PID    Designation                      North   East  Ellip
 DH5760  -------------------------------------------------------------------
 DH5760  NETWORK DH5760 HIDE OUT                          1.10   0.94   3.04
 DH5760  -------------------------------------------------------------------
 DH5760
 DH5760.The horizontal coordinates were established by GPS observations
 DH5760.and adjusted by the National Geodetic Survey in February 2007.
 DH5760
 DH5760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5760.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5760.The horizontal coordinates are valid at the epoch date displayed above.
 DH5760.The epoch date for horizontal control is a decimal equivalence
 DH5760.of Year/Month/Day.
 DH5760
 DH5760.The orthometric height was determined by GPS observations and a
 DH5760.high-resolution geoid model.
 DH5760.The orthometric height was determined by GPS observations and a
 DH5760.high-resolution geoid model using precise GPS observation and
 DH5760.processing techniques.
 DH5760
 DH5760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5760
 DH5760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5760
 DH5760.The ellipsoidal height was determined by GPS observations
 DH5760.and is referenced to NAD 83.
 DH5760
 DH5760.The geoid height was determined by GEOID03.
 DH5760
 DH5760;                    North         East     Units Scale Factor Converg.
 DH5760;SPC AZ E     -    71,423.883   196,338.466   MT  0.99990357   -0 05 39.0
 DH5760;SPC AZ E     -   234,330.32    644,155.07   iFT  0.99990357   -0 05 39.0
 DH5760;UTM  12      - 3,501,176.015   561,999.488   MT  0.99964741   +0 20 35.0
 DH5760
 DH5760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5760!SPC AZ E     -   0.99979912  x   0.99990357  =   0.99970271
 DH5760!UTM  12      -   0.99979912  x   0.99964741  =   0.99944660
 DH5760
 DH5760                          SUPERSEDED SURVEY CONTROL
 DH5760
 DH5760  NAD 83(1992)-  31 38 38.83891(N)    110 20 46.06751(W) AD(       ) B
 DH5760  ELLIP H (08/22/05) 1279.585  (m)                       GP(       ) 4 2
 DH5760
 DH5760.Superseded values are not recommended for survey control.
 DH5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5760.See file dsdata.txt to determine how the superseded data were derived.
 DH5760
 DH5760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6199901176(NAD 83)
 DH5760_MARKER: DD = SURVEY DISK
 DH5760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5760_STAMPING: HIDE OUT 2004
 DH5760_MARK LOGO: AZ-003
 DH5760_PROJECTION: FLUSH
 DH5760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5760+STABILITY: SURFACE MOTION
 DH5760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5760+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5760
 DH5760  HISTORY     - Date     Condition        Report By
 DH5760  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5760
 DH5760                          STATION DESCRIPTION
 DH5760
 DH5760'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5760'FROM THE POST OFFICE IN HUACHUCA CITY, AZ GO ONTO SR 90 AND TRAVEL
 DH5760'NORTH 0.7 MILE TO RAILROAD RD. TURN LEFT AND GO WEST FOR 0.2 MILE. THE
 DH5760'STATION IS APPROXIMATELY 200 FEET NORTH OF THE CENTERLINE OF RAILROAD
 DH5760'RD. AND 3 FEET NORTH OF THE FENCELINE.
 DH5760' 
 DH5760'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5760'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5760'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2056 ***********************************************************************
 DV2056  DESIGNATION -  HIERO 2
 DV2056  PID         -  DV2056
 DV2056  STATE/COUNTY-  AZ/MARICOPA
 DV2056  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2056
 DV2056                         *CURRENT SURVEY CONTROL
 DV2056  ___________________________________________________________________
 DV2056* NAD 83(1992)-  33 52 12.99090(N)    112 29 33.39046(W)     ADJUSTED  
 DV2056* NAVD 88     -       817.7    (meters)    2683.     (feet)  VERTCON   
 DV2056  ___________________________________________________________________
 DV2056  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DV2056  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DV2056  HORZ ORDER  -  SECOND
 DV2056
 DV2056.The horizontal coordinates were established by classical geodetic methods
 DV2056.and adjusted by the National Geodetic Survey in August 1993.
 DV2056
 DV2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2056
 DV2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2056
 DV2056.The geoid height was determined by GEOID03.
 DV2056
 DV2056;                    North         East     Units Scale Factor Converg.
 DV2056;SPC AZ C     -   318,415.318   160,075.980   MT  0.99993499   -0 19 15.6
 DV2056;SPC AZ C     - 1,044,669.68    525,183.66   iFT  0.99993499   -0 19 15.6
 DV2056;UTM  12      - 3,748,774.817   361,945.701   MT  0.99983495   -0 49 55.1
 DV2056
 DV2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2056!SPC AZ C     -   0.99987627  x   0.99993499  =   0.99981127
 DV2056!UTM  12      -   0.99987627  x   0.99983495  =   0.99971124
 DV2056
 DV2056|---------------------------------------------------------------------|
 DV2056| PID    Reference Object                     Distance      Geod. Az  |
 DV2056|                                                           dddmmss.s |
 DV2056| CH5293 HIERO 2 RM 2                          6.545 METERS 01759     |
 DV2056| CH5292 HIERO 2 RM 1                          8.184 METERS 16946     |
 DV2056| DV2166 ORION                               APPROX. 8.2 KM 2764415.3 |
 DV2056|---------------------------------------------------------------------|
 DV2056
 DV2056                          SUPERSEDED SURVEY CONTROL
 DV2056
 DV2056  NAD 83(1986)-  33 52 12.98741(N)    112 29 33.39422(W) AD(       ) 2
 DV2056  NAD 27      -  33 52 12.86275(N)    112 29 30.77459(W) AD(       ) 2
 DV2056  NGVD 29 (07/19/86)  817.0    (m)         2680.     (f) VERT ANG    3  
 DV2056
 DV2056.Superseded values are not recommended for survey control.
 DV2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2056.See file dsdata.txt to determine how the superseded data were derived.
 DV2056
 DV2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6194648775(NAD 83)
 DV2056_MARKER: DD = SURVEY DISK
 DV2056_SETTING: 66 = SET IN ROCK OUTCROP
 DV2056
 DV2056  HISTORY     - Date     Condition        Report By
 DV2056  HISTORY     - 1978     MONUMENTED       AZDT
 DV2056
 DV2056                          STATION DESCRIPTION
 DV2056
 DV2056'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2056'THE STATION IS ABOUT 7.6 MILES EAST OF MORRISTOWN, 7 MILES NORTH
 DV2056'NORTHEAST OF WITTMAN AND 2 MILES NORTH OF STATE HWY. 74.  STATION
 DV2056'IS LOCATED ON TOP OF A DARK BROWN PROMINENT PEAK.
 DV2056'
 DV2056'THE USGS 1963 STATION DISK WAS GONE (DESTROYED) BUT RM 1 AND
 DV2056'RM 2 WERE RECOVERED IN GOOD CONDITION.  A ROCK FORMATION PREVENTED
 DV2056'ESTABLISHING NEW MARK IN OLD POSITION.
 DV2056'
 DV2056'THE NEW STATION MARK IS AN ADOT HWY. DIVISION DISK STAMPED HIERO
 DV2056'2 1976 AND IS EPOXIED IN A DRILL HOLE IN BEDROCK.
 DV2056'
 DV2056'REFERENCE MARK 2 IS AN USGS DISK STAMPED RM 2 1963 AND IS SET IN
 DV2056'A DRILL HOLE IN BEDROCK.
 DV2056'
 DV2056'REFERENCE MARK 1 IS AN USGS DISK STAMPED RM 1 1963 AND IS SET
 DV2056'IN A DRILL HOLE IN BEDROCK.
 DV2056'
 DV2056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 6 AND STATE
 DV2056'ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN, GO EAST ON HWY. 74
 DV2056'FOR 7.30 MILES TO A ROAD ON THE LEFT, NORTH, TRAVEL NORTH ON
 DV2056'ROAD FOR 1.85 MILES TO A ROAD FORK, CORRALS AND A WINDMILL, TAKE
 DV2056'LEFT ROAD FORK STAYING WEST OF CORRALS AND CONTINUE NORTH
 DV2056'TAKING ALL RIGHT-HAND FORKS TO END OF TRACK ROAD.  THE STATION
 DV2056'IS ON A HIGH PROMINENT PEAK, ABOUT HALF HOUR PACK OVER ROUGH
 DV2056'TERRAIN.
 DV2056'
 DV2056'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0562 ***********************************************************************
 ES0562  DESIGNATION -  HIGH
 ES0562  PID         -  ES0562
 ES0562  STATE/COUNTY-  AZ/YAVAPAI
 ES0562  USGS QUAD   -  CASNER BUTTE (1965)
 ES0562
 ES0562                         *CURRENT SURVEY CONTROL
 ES0562  ___________________________________________________________________
 ES0562* NAD 83(1992)-  34 43 03.18243(N)    111 43 25.46747(W)     ADJUSTED  
 ES0562* NAVD 88     -      1404.830  (meters)    4609.01   (feet)  ADJUSTED  
 ES0562  ___________________________________________________________________
 ES0562  LAPLACE CORR-           8.97  (seconds)                    DEFLEC99
 ES0562  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ES0562  DYNAMIC HT  -        1403.039 (meters)    4603.14  (feet)  COMP
 ES0562  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 ES0562
 ES0562  HORZ ORDER  -  SECOND
 ES0562  VERT ORDER  -  SECOND    CLASS 0
 ES0562
 ES0562.The horizontal coordinates were established by classical geodetic methods
 ES0562.and adjusted by the National Geodetic Survey in August 1993.
 ES0562
 ES0562.The orthometric height was determined by differential leveling
 ES0562.and adjusted in June 1991.
 ES0562
 ES0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0562
 ES0562.The geoid height was determined by GEOID03.
 ES0562
 ES0562.The dynamic height is computed by dividing the NAVD 88
 ES0562.geopotential number by the normal gravity value computed on the
 ES0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0562.degrees latitude (g = 980.6199 gals.).
 ES0562
 ES0562.The modeled gravity was interpolated from observed gravity values.
 ES0562
 ES0562;                    North         East     Units Scale Factor Converg.
 ES0562;SPC AZ C     -   412,259.932   231,030.383   MT  0.99990385   +0 06 35.6
 ES0562;SPC AZ C     - 1,352,558.83    757,973.70   iFT  0.99990385   +0 06 35.6
 ES0562;UTM  12      - 3,841,959.620   433,730.681   MT  0.99965413   -0 24 43.9
 ES0562
 ES0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0562!SPC AZ C     -   0.99978343  x   0.99990385  =   0.99968730
 ES0562!UTM  12      -   0.99978343  x   0.99965413  =   0.99943763
 ES0562
 ES0562|---------------------------------------------------------------------|
 ES0562| PID    Reference Object                     Distance      Geod. Az  |
 ES0562|                                                           dddmmss.s |
 ES0562| ES0561 HIGH RM 1                            10.073 METERS 06656     |
 ES0562| ES1016 DRY                                 APPROX. 5.1 KM 2090033.6 |
 ES0562| ES0563 HIGH RM 2                             7.462 METERS 30811     |
 ES0562|---------------------------------------------------------------------|
 ES0562
 ES0562                          SUPERSEDED SURVEY CONTROL
 ES0562
 ES0562  NAD 83(1986)-  34 43 03.17704(N)    111 43 25.46412(W) AD(       ) 2
 ES0562  NAD 27      -  34 43 03.10270(N)    111 43 22.92000(W) AD(       ) 2
 ES0562  NGVD 29 (??/??/92) 1404.091  (m)         4606.59   (f) ADJ UNCH    2 0
 ES0562
 ES0562.Superseded values are not recommended for survey control.
 ES0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0562.See file dsdata.txt to determine how the superseded data were derived.
 ES0562
 ES0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3373141960(NAD 83)
 ES0562_MARKER: DS = TRIANGULATION STATION DISK
 ES0562_SETTING: 80 = SET IN A BOULDER
 ES0562_SP_SET: BOULDER
 ES0562_STAMPING: HIGH 1959
 ES0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0562+STABILITY: SURFACE MOTION
 ES0562
 ES0562  HISTORY     - Date     Condition        Report By
 ES0562  HISTORY     - 1959     MONUMENTED       CGS
 ES0562  HISTORY     - 1959     GOOD             CGS
 ES0562  HISTORY     - 1967     GOOD             CGS
 ES0562  HISTORY     - 1979     GOOD             AZDT
 ES0562
 ES0562                          STATION DESCRIPTION
 ES0562
 ES0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0562'THE STATION IS ON THE NORTH SIDE OF INTERSTATE HIGHWAY 17,
 ES0562'ABOUT 13 MILES AIR-LINE SOUTHEAST OF SEDONA AND ABOUT 5 MILES
 ES0562'AIR-LINE NORTH OF THE U.S. FOREST SERVICE RANGER STATION AT
 ES0562'BEAVER CREEK.
 ES0562'
 ES0562'TO REACH THE STATION FROM THE POST OFFICE IN SEDONA, GO SOUTH
 ES0562'ON U.S. HIGHWAY 89A FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT
 ES0562'AND GO EAST ON THE MACADAM ROAD FOR 0.3 MILE TO THE EAST
 ES0562'END OF THE BRIDGE OVER OAK CREEK.  TURN RIGHT AND GO SOUTHERLY
 ES0562'ON THE HARD SURFACE ROAD FOR 6.6 MILES TO THE END OF THE HARD
 ES0562'SURFACE.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR
 ES0562'7.5 MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 17.  TURN
 ES0562'LEFT AND GO NORTHEAST ON INTERSTATE HIGHWAY 17 FOR 2.4 MILES
 ES0562'TO A HIGH CUT BANK ON THE LEFT AND THE END OF TRUCK TRAVEL.
 ES0562'FROM HERE PACK NORTHWEST UP THE STEEP BANK FOR ABOUT TWO
 ES0562'MINUTES TO THE STATION AND REFERENCE MARKS.
 ES0562'
 ES0562'THE STATION MARK, STAMPED HIGH 1959, IS A STANDARD DISK
 ES0562'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.
 ES0562'IT IS 11.6 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 5.1 FEET
 ES0562'NORTH OF THE WITNESS POST.
 ES0562'
 ES0562'REFERENCE MARK NO. 1, STAMPED HIGH NO. 1 1959, IS A STANDARD
 ES0562'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 ES0562'INCHES.  IT IS 35.7 FEET NORTHEAST OF THE WITNESS POST AND
 ES0562'2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 ES0562'
 ES0562'REFERENCE MARK NO. 2, STAMPED HIGH NO 2 1959, IS A STANDARD
 ES0562'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8
 ES0562'INCHES.  IT IS 27.7 FEET NORTH OF THE WITNESS POST.
 ES0562'
 ES0562'TRIANGULATION STATION DRY WILL SERVE AS THE AZIMUTH MARK,
 ES0562'SEE DESCRIPTION THEREOF.
 ES0562
 ES0562                          STATION RECOVERY (1959)
 ES0562
 ES0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0562'13.0 MI SE FROM SEDONA.
 ES0562'0.3 MILE SOUTH ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN SEDONA,
 ES0562'THENCE 0.3 MILE EAST ON THE MACADAM ROAD TO THE EAST END OF THE BRIDGE
 ES0562'OVER OAK CREEK, THENCE 6.6 MILES SOUTHERLY ON THE HARD SURFACE ROAD TO
 ES0562'THE END OF THE HARD SURFACE.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 ES0562'ROAD FOR 7.5 MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 17, THENCE
 ES0562'2.4 MILES NORTHEAST ON INTERSTATE HIGHWAY 17 TO A HIGH CUT BANK AND
 ES0562'THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST UP THE STEEP BANK
 ES0562'FOR ABOUT TWO MINUTES, 11.6 FEET WEST OF THE RIGHT-OF-WAY FENCE, 5.1
 ES0562'FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER
 ES0562'THAT PROJECTS 10 INCHES.
 ES0562
 ES0562                          STATION RECOVERY (1967)
 ES0562
 ES0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES0562'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 ES0562'CONDITION.  THE AZIMUTH MARK, TRIANGULATION STATION DRY, WAS
 ES0562'NOT RECOVERED DUE TO LACK OF DESCRIPTION.
 ES0562'
 ES0562'TO REACH THE STATION FROM SEDONA, GO SOUTHEASTERLY ON ARIZONA
 ES0562'179 TO THE JUNCTION WITH ARIZONA 79 AND INTERSTATE 17.  FOLLOW
 ES0562'AIRZONA 79 AND INTERSTATE 17 FOR 2.4 MILES TO THE FIRST HIGH
 ES0562'BANK ON THE LEFT.  HERE LEAVE THE TRUCK AND PACK UP THE
 ES0562'NORTHEAST SECTION OF THE BANK TO THE STATION ON THE SUMMIT.
 ES0562'ABOUT A TWENTY MINUTE PACK WITH A FULL LOAD.
 ES0562'
 ES0562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 ES0562'SOUTHEAST OF SEDONA.
 ES0562
 ES0562                          STATION RECOVERY (1979)
 ES0562
 ES0562'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES0562'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 ES0562'NO ANGLES OR MEASUREMENTS WERE TAKEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0988 ***********************************************************************
 DU0988  DESIGNATION -  HIGH
 DU0988  PID         -  DU0988
 DU0988  STATE/COUNTY-  AZ/MARICOPA
 DU0988  USGS QUAD   -  GUADALUPE (1982)
 DU0988
 DU0988                         *CURRENT SURVEY CONTROL
 DU0988  ___________________________________________________________________
 DU0988* NAD 83(1992)-  33 19 11.30812(N)    111 58 29.34546(W)     ADJUSTED  
 DU0988* NAVD 88     -       372.53   (+/-2cm)    1222.2    (feet)  VERTCON   
 DU0988  ___________________________________________________________________
 DU0988  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DU0988  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU0988  HORZ ORDER  -  SECOND
 DU0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0988
 DU0988.The horizontal coordinates were established by classical geodetic methods
 DU0988.and adjusted by the National Geodetic Survey in August 1993.
 DU0988
 DU0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0988.The vertical order pertains to the NGVD 29 superseded value.
 DU0988
 DU0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0988
 DU0988.The geoid height was determined by GEOID03.
 DU0988
 DU0988;                    North         East     Units Scale Factor Converg.
 DU0988;SPC AZ C     -   257,218.528   207,945.785   MT  0.99990036   -0 01 55.0
 DU0988;SPC AZ C     -   843,892.81    682,236.83   iFT  0.99990036   -0 01 55.0
 DU0988;UTM  12      - 3,687,165.804   409,264.745   MT  0.99970150   -0 32 07.9
 DU0988
 DU0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0988!SPC AZ C     -   0.99994619  x   0.99990036  =   0.99984656
 DU0988!UTM  12      -   0.99994619  x   0.99970150  =   0.99964771
 DU0988
 DU0988|---------------------------------------------------------------------|
 DU0988| PID    Reference Object                     Distance      Geod. Az  |
 DU0988|                                                           dddmmss.s |
 DU0988| DU0987 HIGH RM 1                            15.906 METERS 09044     |
 DU0988| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.12.9 KM 0993302.8 |
 DU0988| DU2159 CHANDLER NEW MUNICIPAL TANK         APPROX.12.9 KM 0993918.0 |
 DU0988| DU0989 HIGH RM 2                            15.500 METERS 26851     |
 DU0988| CH5294 TT R13                                             2712332.9 |
 DU0988|---------------------------------------------------------------------|
 DU0988
 DU0988                          SUPERSEDED SURVEY CONTROL
 DU0988
 DU0988  NAD 83(1986)-  33 19 11.30188(N)    111 58 29.35016(W) AD(       ) 2
 DU0988  NAD 27      -  33 19 11.12870(N)    111 58 26.83210(W) AD(       ) 2
 DU0988  NGVD 29 (??/??/92)  371.949  (m)         1220.30   (f) ADJ UNCH    2 0
 DU0988
 DU0988.Superseded values are not recommended for survey control.
 DU0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0988.See file dsdata.txt to determine how the superseded data were derived.
 DU0988
 DU0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0926587166(NAD 83)
 DU0988_MARKER: DE = TRAVERSE STATION DISK
 DU0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0988_STAMPING: HIGH 1962
 DU0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0988+STABILITY: SURFACE MOTION
 DU0988
 DU0988  HISTORY     - Date     Condition        Report By
 DU0988  HISTORY     - 1962     MONUMENTED       CGS
 DU0988  HISTORY     - 1962     GOOD             CGS
 DU0988  HISTORY     - 20020823 MARK NOT FOUND   USPSQD
 DU0988  HISTORY     - 20070716 MARK NOT FOUND   GEOCAC
 DU0988
 DU0988                          STATION DESCRIPTION
 DU0988
 DU0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU0988'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF PHOENIX, ABOUT
 DU0988'8 MILES WEST OF CHANDLER, ABOUT 4 MILES SOUTH OF GUADALUPE AND
 DU0988'ON RIGHT-OF-WAY ON SOUTH SIDE OF ROAD.
 DU0988'
 DU0988'TO REACH FROM S. CENTRAL AVENUE AND BASELINE ROAD IN THE SOUTH
 DU0988'PART OF PHOENIX, GO EAST ON BASELINE ROAD FOR 6.5 MILES TO S. 56TH
 DU0988'STREET ON RIGHT, TURN RIGHT AND GO SOUTH ON S. 56TH STREET FOR
 DU0988'4.4 MILES TO CROSSROAD (RAY ROAD) AND KYRENE STORE AND 76
 DU0988'SERVICE STATION ON RIGHT, TURN RIGHT AND GO WEST ON RAY ROAD
 DU0988'FOR 0.6 MILE TO WHERE ROAD CROSSES CANAL, CONTINUE WEST FOR
 DU0988'0.1 MILE TO STATION ON LEFT.
 DU0988'
 DU0988'STATION MARK, A STANDARD TRAVERSE DISK STAMPED HIGH 1962, IS
 DU0988'SET IN TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE
 DU0988'SURFACE OF THE GROUND.  THE MARK IS 26 FEET EAST-SOUTHEAST OF A
 DU0988'TRIANGLE BLAZED TELEPHONE POLE, 25 FEET SOUTH OF CENTER OF
 DU0988'ROAD, 17 FEET NORTH OF THE NORTH EDGE OF IRRIGATION DITCH AND 1.4
 DU0988'FEET SOUTH OF THE WITNESS POST.
 DU0988'
 DU0988'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED HIGH
 DU0988'NO 1 1962, IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU0988'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS 77.5 FEET EAST
 DU0988'OF A TRIANGLE BLAZED TELEPHONE POLE, 53 FEET EAST OF THE WITNESS
 DU0988'POST, 27 FEET SOUTH OF THE CENTER OF ROAD AND 16 FEET NORTH OF
 DU0988'THE NORTH EDGE OF IRRIGATION DITCH.
 DU0988'
 DU0988'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED HIGH NO 2
 DU0988'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DU0988'WITH THE SURFACE OF THE GROUND.  THE MARK IS 50.2 FEET WEST
 DU0988'OF THE WITNESS POST, 27 FEET SOUTH OF THE CENTER OF ROAD, 25.5
 DU0988'FEET WEST-SOUTHWEST OF A TRIANGLE BLAZED TELEPHONE POLE AND
 DU0988'16 FEET NORTH OF THE NORTH EDGE OF IRRIGATION DITCH.
 DU0988'
 DU0988'AZIMUTH MARK, A CORPS OF ENGINEERS TRAVERSE STATION DISK STAMPED
 DU0988'TT R13 1948 RESET AMS 1952, IS SET IN TOP OF A CONCRETE CYLINDER
 DU0988'WHICH PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.  THE MARK IS 61
 DU0988'FEET NORTHWEST OF CENTER OF INTERSECTION, 50 FEET WEST OF CENTER
 DU0988'OF S. 48TH STREET, 34 FEET NORTH OF THE CENTER OF RAY ROAD AND
 DU0988'2 FEET NORTH OF THE WITNESS POST.
 DU0988'
 DU0988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON RAY ROAD
 DU0988'FOR 0.3 MILE TO JUNCTION OF S. 48TH STREET AND AZIMUTH MARK
 DU0988'IN NORTHWEST CORNER OF INTERSECTION AS DESCRIBED.
 DU0988'
 DU0988'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
 DU0988
 DU0988                          STATION RECOVERY (1962)
 DU0988
 DU0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU0988'4.25 MI SW FROM GUADALUPE.
 DU0988'3.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0988'GUADALUPE, THENCE 0.65 MILE WEST ALONG RAY ROAD, ABOUT 0.10 MILE WEST
 DU0988'OF A BRIDGE OVER AN IRRIGATION DITCH, 26 FEET SOUTH OF THE CENTER OF
 DU0988'THE ROAD, 26 FEET EAST OF A POWER POLE, 18 FEET NORTH OF AN IRRIGATION
 DU0988'DITCH, 1.4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 DU0988'WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0988
 DU0988                          STATION RECOVERY (2002)
 DU0988
 DU0988'RECOVERY NOTE BY US POWER SQUADRON 2002 (DA)
 DU0988'MARK NOT FOUND.
 DU0988
 DU0988                          STATION RECOVERY (2007)
 DU0988
 DU0988'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0988'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0988'MARK. CONSIDERABLE CHANGES HAVE HAPPENED SINCE THE LAST RECOVERY. RAY
 DU0988'ROAD IS NOW SIX LANES WIDE, AND ALL PROPERTY ON BOTH SIDES OF THE ROAD
 DU0988'HAS BEEN DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0912 ***********************************************************************
 DW0912  DESIGNATION -  HIGH PK S END CASTLE DOME MTNS
 DW0912  PID         -  DW0912
 DW0912  STATE/COUNTY-  AZ/YUMA
 DW0912  USGS QUAD   -  SLUMGULLION PASS (1990)
 DW0912
 DW0912                         *CURRENT SURVEY CONTROL
 DW0912  ___________________________________________________________________
 DW0912* NAD 83(1992)-  33 01 34.43333(N)    114 06 10.80609(W)     ADJUSTED  
 DW0912* NAVD 88     -              **(meters)            **(feet)            
 DW0912  ___________________________________________________________________
 DW0912  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DW0912  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DW0912  HORZ ORDER  -  THIRD
 DW0912
 DW0912.The horizontal coordinates were established by classical geodetic methods
 DW0912.and adjusted by the National Geodetic Survey in August 1993.
 DW0912
 DW0912
 DW0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0912
 DW0912.The geoid height was determined by GEOID03.
 DW0912
 DW0912;                    North         East     Units Scale Factor Converg.
 DW0912;SPC AZ W     -   224,723.303   180,382.736   MT  0.99994674   -0 11 32.6
 DW0912;SPC AZ W     -   737,281.18    591,806.88   iFT  0.99994674   -0 11 32.6
 DW0912;UTM  11      - 3,657,925.337   770,592.558   MT  1.00050290   +1 34 47.6
 DW0912
 DW0912                          SUPERSEDED SURVEY CONTROL
 DW0912
 DW0912  NAD 83(1986)-  33 01 34.42995(N)    114 06 10.81036(W) AD(       ) 4
 DW0912  NAD 27      -  33 01 34.28700(N)    114 06 08.03400(W) AD(       ) 3
 DW0912
 DW0912.Superseded values are not recommended for survey control.
 DW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0912.See file dsdata.txt to determine how the superseded data were derived.
 DW0912
 DW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7059357925(NAD 83)
 DW0912_MARKER: 03 = MOUNTAIN PEAK
 DW0912
 DW0912  HISTORY     - Date     Condition        Report By
 DW0912  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0912
 DW0912                          STATION DESCRIPTION
 DW0912
 DW0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0912'STATION IS THE TOP AND CENTER OF THE PEAK WHICH IS THE HIGHEST POINT
 DW0912'ON THE SOUTH END OF THE CASTLE DOME MOUNTAINS.  THE PEAK
 DW0912'IS SOMEWHAT FLAT ON TOP AND DROPS SHARPLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0561 ***********************************************************************
 ES0561  DESIGNATION -  HIGH RM 1
 ES0561  PID         -  ES0561
 ES0561  STATE/COUNTY-  AZ/YAVAPAI
 ES0561  USGS QUAD   -  CASNER BUTTE (1965)
 ES0561
 ES0561                         *CURRENT SURVEY CONTROL
 ES0561  ___________________________________________________________________
 ES0561* NAD 83(1986)-  34 43 03.     (N)    111 43 25.     (W)     SCALED    
 ES0561* NAVD 88     -      1404.599  (meters)    4608.26   (feet)  ADJUSTED  
 ES0561  ___________________________________________________________________
 ES0561  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ES0561  DYNAMIC HT  -        1402.808 (meters)    4602.38  (feet)  COMP
 ES0561  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 ES0561
 ES0561  VERT ORDER  -  SECOND    CLASS 0
 ES0561
 ES0561.The horizontal coordinates were scaled from a topographic map and have
 ES0561.an estimated accuracy of +/- 6 seconds.
 ES0561
 ES0561.The orthometric height was determined by differential leveling
 ES0561.and adjusted in June 1991.
 ES0561
 ES0561.The geoid height was determined by GEOID03.
 ES0561
 ES0561.The dynamic height is computed by dividing the NAVD 88
 ES0561.geopotential number by the normal gravity value computed on the
 ES0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0561.degrees latitude (g = 980.6199 gals.).
 ES0561
 ES0561.The modeled gravity was interpolated from observed gravity values.
 ES0561
 ES0561;                    North         East    Units  Estimated Accuracy
 ES0561;SPC AZ C     -   412,250.      231,040.      MT  (+/- 180 meters Scaled)
 ES0561
 ES0561                          SUPERSEDED SURVEY CONTROL
 ES0561
 ES0561  NGVD 29 (??/??/92) 1403.860  (m)         4605.83   (f) ADJ UNCH    2 0
 ES0561
 ES0561.Superseded values are not recommended for survey control.
 ES0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0561.See file dsdata.txt to determine how the superseded data were derived.
 ES0561
 ES0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD337419(NAD 83)
 ES0561_MARKER: DR = REFERENCE MARK DISK
 ES0561_SETTING: 80 = SET IN A BOULDER
 ES0561_SP_SET: BOULDER
 ES0561_STAMPING: HIGH NO 1 1959
 ES0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0561+STABILITY: SURFACE MOTION
 ES0561
 ES0561  HISTORY     - Date     Condition        Report By
 ES0561  HISTORY     - 1959     MONUMENTED       CGS
 ES0561
 ES0561                          STATION DESCRIPTION
 ES0561
 ES0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0561'13.0 MI SE FROM SEDONA.
 ES0561'0.3 MILE SOUTH ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN SEDONA,
 ES0561'THENCE 0.3 MILE EAST ON THE MACADAM ROAD TO THE EAST END OF THE BRIDGE
 ES0561'OVER OAK CREEK, THENCE 6.6 MILES SOUTHERLY ON THE HARD SURFACE ROAD TO
 ES0561'THE END OF THE HARD SURFACE.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 ES0561'ROAD FOR 7.5 MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 17, THENCE
 ES0561'2.4 MILES NORTHEAST ON INTERSTATE HIGHWAY 17 TO A HIGH CUT BANK AND
 ES0561'THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST UP THE STEEP BANK
 ES0561'FOR ABOUT TWO MINUTES, 35.7 FEET NORTHEAST OF THE WITNESS POST, 2 FEET
 ES0561'WEST OF THE RIGHT-OF-WAY FENCE, CEMENTED IN A DRILL HOLE IN A BOULDER
 ES0561'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0987 ***********************************************************************
 DU0987  DESIGNATION -  HIGH RM 1
 DU0987  PID         -  DU0987
 DU0987  STATE/COUNTY-  AZ/MARICOPA
 DU0987  USGS QUAD   -  GUADALUPE (1982)
 DU0987
 DU0987                         *CURRENT SURVEY CONTROL
 DU0987  ___________________________________________________________________
 DU0987* NAD 83(1986)-  33 19 11.     (N)    111 58 29.     (W)     SCALED    
 DU0987* NAVD 88     -       372.46   (+/-2cm)    1222.0    (feet)  VERTCON   
 DU0987  ___________________________________________________________________
 DU0987  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0987
 DU0987.The horizontal coordinates were scaled from a topographic map and have
 DU0987.an estimated accuracy of +/- 6 seconds.
 DU0987
 DU0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0987.The vertical order pertains to the NGVD 29 superseded value.
 DU0987
 DU0987.The geoid height was determined by GEOID03.
 DU0987
 DU0987;                    North         East    Units  Estimated Accuracy
 DU0987;SPC AZ C     -   257,210.      207,960.      MT  (+/- 180 meters Scaled)
 DU0987
 DU0987                          SUPERSEDED SURVEY CONTROL
 DU0987
 DU0987  NGVD 29 (??/??/92)  371.874  (m)         1220.06   (f) ADJ UNCH    2 0
 DU0987
 DU0987.Superseded values are not recommended for survey control.
 DU0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0987.See file dsdata.txt to determine how the superseded data were derived.
 DU0987
 DU0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB092871(NAD 83)
 DU0987_MARKER: DR = REFERENCE MARK DISK
 DU0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0987_STAMPING: HIGH NO 1 1962
 DU0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0987+STABILITY: SURFACE MOTION
 DU0987
 DU0987  HISTORY     - Date     Condition        Report By
 DU0987  HISTORY     - 1962     MONUMENTED       CGS
 DU0987  HISTORY     - 20070716 MARK NOT FOUND   GEOCAC
 DU0987
 DU0987                          STATION DESCRIPTION
 DU0987
 DU0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0987'4.25 MI SW FROM GUADALUPE.
 DU0987'3.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0987'GUADALUPE, THENCE 0.65 MILE WEST ALONG RAY ROAD, ABOUT 0.10 MILE WEST
 DU0987'OF A BRIDGE OVER AN IRRIGATION DITCH, 26 FEET SOUTH OF THE CENTER OF
 DU0987'THE ROAD, 18 FEET NORTH OF AN IRRIGATION DITCH, 78 FEET EAST OF A
 DU0987'POWER POLE, 52.2 FEET EAST OF TRAVERSE STATION HIGH, 53.0 FEET EAST OF
 DU0987'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DU0987'CONCRETE POST PROJECTING 3 INCHES.
 DU0987
 DU0987                          STATION RECOVERY (2007)
 DU0987
 DU0987'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0987'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0987'MARK. CONSIDERABLE CHANGES HAVE HAPPENED SINCE THE LAST RECOVERY. RAY
 DU0987'ROAD IS NOW SIX LANES WIDE, AND ALL PROPERTY ON BOTH SIDES OF THE ROAD
 DU0987'HAS BEEN DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0563 ***********************************************************************
 ES0563  DESIGNATION -  HIGH RM 2
 ES0563  PID         -  ES0563
 ES0563  STATE/COUNTY-  AZ/YAVAPAI
 ES0563  USGS QUAD   -  CASNER BUTTE (1965)
 ES0563
 ES0563                         *CURRENT SURVEY CONTROL
 ES0563  ___________________________________________________________________
 ES0563* NAD 83(1986)-  34 43 03.     (N)    111 43 25.     (W)     SCALED    
 ES0563* NAVD 88     -      1405.631  (meters)    4611.64   (feet)  ADJUSTED  
 ES0563  ___________________________________________________________________
 ES0563  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ES0563  DYNAMIC HT  -        1403.839 (meters)    4605.76  (feet)  COMP
 ES0563  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 ES0563
 ES0563  VERT ORDER  -  SECOND    CLASS 0
 ES0563
 ES0563.The horizontal coordinates were scaled from a topographic map and have
 ES0563.an estimated accuracy of +/- 6 seconds.
 ES0563
 ES0563.The orthometric height was determined by differential leveling
 ES0563.and adjusted in June 1991.
 ES0563
 ES0563.The geoid height was determined by GEOID03.
 ES0563
 ES0563.The dynamic height is computed by dividing the NAVD 88
 ES0563.geopotential number by the normal gravity value computed on the
 ES0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0563.degrees latitude (g = 980.6199 gals.).
 ES0563
 ES0563.The modeled gravity was interpolated from observed gravity values.
 ES0563
 ES0563;                    North         East    Units  Estimated Accuracy
 ES0563;SPC AZ C     -   412,250.      231,040.      MT  (+/- 180 meters Scaled)
 ES0563
 ES0563                          SUPERSEDED SURVEY CONTROL
 ES0563
 ES0563  NGVD 29 (??/??/92) 1404.893  (m)         4609.22   (f) ADJ UNCH    2 0
 ES0563
 ES0563.Superseded values are not recommended for survey control.
 ES0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0563.See file dsdata.txt to determine how the superseded data were derived.
 ES0563
 ES0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD337419(NAD 83)
 ES0563_MARKER: DR = REFERENCE MARK DISK
 ES0563_SETTING: 80 = SET IN A BOULDER
 ES0563_SP_SET: BOULDER
 ES0563_STAMPING: HIGH NO 2 1959
 ES0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0563+STABILITY: SURFACE MOTION
 ES0563
 ES0563  HISTORY     - Date     Condition        Report By
 ES0563  HISTORY     - 1959     MONUMENTED       CGS
 ES0563
 ES0563                          STATION DESCRIPTION
 ES0563
 ES0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0563'13.0 MI SE FROM SEDONA.
 ES0563'0.3 MILE SOUTH ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN SEDONA,
 ES0563'THENCE 0.3 MILE EAST ON THE MACADAM ROAD TO THE EAST END OF THE BRIDGE
 ES0563'OVER OAK CREEK, THENCE 6.6 MILES SOUTHERLY ON THE HARD SURFACE ROAD TO
 ES0563'THE END OF THE HARD SURFACE.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 ES0563'ROAD FOR 7.5 MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 17, THENCE
 ES0563'2.4 MILES NORTHEAST ON INTERSTATE HIGHWAY 17 TO A HIGH CUT BANK AND
 ES0563'THE END OF TRUCK TRAVEL.   FROM HERE PACK NORTHWEST UP THE STEEP BANK
 ES0563'FOR ABOUT TWO MINUTES, 27.7 FEET NORTH OF THE WITNESS POST, CEMENTED
 ES0563'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0989 ***********************************************************************
 DU0989  DESIGNATION -  HIGH RM 2
 DU0989  PID         -  DU0989
 DU0989  STATE/COUNTY-  AZ/MARICOPA
 DU0989  USGS QUAD   -  GUADALUPE (1982)
 DU0989
 DU0989                         *CURRENT SURVEY CONTROL
 DU0989  ___________________________________________________________________
 DU0989* NAD 83(1986)-  33 19 11.     (N)    111 58 29.     (W)     SCALED    
 DU0989* NAVD 88     -       372.59   (+/-2cm)    1222.4    (feet)  VERTCON   
 DU0989  ___________________________________________________________________
 DU0989  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0989
 DU0989.The horizontal coordinates were scaled from a topographic map and have
 DU0989.an estimated accuracy of +/- 6 seconds.
 DU0989
 DU0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0989.The vertical order pertains to the NGVD 29 superseded value.
 DU0989
 DU0989.The geoid height was determined by GEOID03.
 DU0989
 DU0989;                    North         East    Units  Estimated Accuracy
 DU0989;SPC AZ C     -   257,210.      207,960.      MT  (+/- 180 meters Scaled)
 DU0989
 DU0989                          SUPERSEDED SURVEY CONTROL
 DU0989
 DU0989  NGVD 29 (??/??/92)  372.012  (m)         1220.51   (f) ADJ UNCH    2 0
 DU0989
 DU0989.Superseded values are not recommended for survey control.
 DU0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0989.See file dsdata.txt to determine how the superseded data were derived.
 DU0989
 DU0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB092871(NAD 83)
 DU0989_MARKER: DR = REFERENCE MARK DISK
 DU0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0989_STAMPING: HIGH NO 2 1962
 DU0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0989+STABILITY: SURFACE MOTION
 DU0989
 DU0989  HISTORY     - Date     Condition        Report By
 DU0989  HISTORY     - 1962     MONUMENTED       CGS
 DU0989  HISTORY     - 20070716 MARK NOT FOUND   GEOCAC
 DU0989
 DU0989                          STATION DESCRIPTION
 DU0989
 DU0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0989'4.25 MI SW FROM GUADALUPE.
 DU0989'3.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0989'GUADALUPE, THENCE 0.65 MILE WEST ALONG RAY ROAD, ABOUT 0.10 MILE WEST
 DU0989'OF A BRIDGE OVER AN IRRIGATION DITCH, 26 FEET SOUTH OF THE CENTER OF
 DU0989'THE ROAD, 18 FEET NORTH OF AN IRRIGATION DITCH, 25.5 FEET WEST OF A
 DU0989'POWER POLE, 50.9 FEET WEST OF TRAVERSE STATION HIGH, 50.0 FEET WEST OF
 DU0989'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DU0989'CONCRETE POST PROJECTING 2 INCHES.
 DU0989
 DU0989                          STATION RECOVERY (2007)
 DU0989
 DU0989'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0989'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0989'MARK. CONSIDERABLE CHANGES HAVE HAPPENED SINCE THE LAST RECOVERY. RAY
 DU0989'ROAD IS NOW SIX LANES WIDE, AND ALL PROPERTY ON BOTH SIDES OF THE ROAD
 DU0989'HAS BEEN DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1067 ***********************************************************************
 FS1067  DESIGNATION -  HIGHWAY
 FS1067  PID         -  FS1067
 FS1067  STATE/COUNTY-  AZ/MOHAVE
 FS1067  USGS QUAD   -  GRASSHOPPER JUNCTION SE (1980)
 FS1067
 FS1067                         *CURRENT SURVEY CONTROL
 FS1067  ___________________________________________________________________
 FS1067* NAD 83(1992)-  35 21 04.39775(N)    114 17 17.23727(W)     ADJUSTED  
 FS1067* NAVD 88     -      1390.0    (meters)    4560.     (feet)  VERTCON   
 FS1067  ___________________________________________________________________
 FS1067  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 FS1067  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS1067  HORZ ORDER  -  SECOND
 FS1067
 FS1067.The horizontal coordinates were established by classical geodetic methods
 FS1067.and adjusted by the National Geodetic Survey in August 1993.
 FS1067
 FS1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1067
 FS1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1067
 FS1067.The geoid height was determined by GEOID03.
 FS1067
 FS1067;                    North         East     Units Scale Factor Converg.
 FS1067;SPC AZ W     -   482,685.156   164,449.725   MT  0.99996280   -0 18 40.9
 FS1067;SPC AZ W     - 1,583,612.72    539,533.22   iFT  0.99996280   -0 18 40.9
 FS1067;UTM  11      - 3,915,369.115   746,432.017   MT  1.00034846   +1 34 11.5
 FS1067
 FS1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1067!SPC AZ W     -   0.99978636  x   0.99996280  =   0.99974917
 FS1067!UTM  11      -   0.99978636  x   1.00034846  =   1.00013475
 FS1067
 FS1067|---------------------------------------------------------------------|
 FS1067| PID    Reference Object                     Distance      Geod. Az  |
 FS1067|                                                           dddmmss.s |
 FS1067| CC5399 HIGHWAY RM 2                          7.609 METERS 08110     |
 FS1067| FS1038 SHARP HIGH PEAK CAIRN               APPROX.15.8 KM 0873226.2 |
 FS1067| CC5398 HIGHWAY RM 1                          5.523 METERS 18637     |
 FS1067| FS1069 BLACK CAIRN                         APPROX. 8.1 KM 2753311.5 |
 FS1067| CC5397 HIGHWAY AZ MK                                      3580457.8 |
 FS1067|---------------------------------------------------------------------|
 FS1067
 FS1067                          SUPERSEDED SURVEY CONTROL
 FS1067
 FS1067  NAD 83(1986)-  35 21 04.39797(N)    114 17 17.23270(W) AD(       ) 2
 FS1067  NAD 27      -  35 21 04.41600(N)    114 17 14.38700(W) AD(       ) 2
 FS1067  NGVD 29 (07/19/86) 1389.2    (m)         4558.     (f) VERT ANG    3  
 FS1067
 FS1067.Superseded values are not recommended for survey control.
 FS1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1067.See file dsdata.txt to determine how the superseded data were derived.
 FS1067
 FS1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4643215369(NAD 83)
 FS1067_MARKER: DS = TRIANGULATION STATION DISK
 FS1067_SETTING: 66 = SET IN ROCK OUTCROP
 FS1067_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1067+STABILITY: POSITION/ELEVATION WELL
 FS1067
 FS1067  HISTORY     - Date     Condition        Report By
 FS1067  HISTORY     - 1938     MONUMENTED       USGS
 FS1067  HISTORY     - 1948     GOOD             USGS
 FS1067  HISTORY     - 1950     GOOD             CGS
 FS1067  HISTORY     - 1981     GOOD             AZDT
 FS1067
 FS1067                          STATION DESCRIPTION
 FS1067
 FS1067'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FAR)
 FS1067'THE STATION IS ABOUT 6-1/2 MILES, AIRLINE, SOUTHWEST OF CHLORIDE,
 FS1067'17 MILES NORTHWEST OF KINGMAN, AND 3 MILES WEST OF U.S. HIGHWAY
 FS1067'93 AND 466.  IT IS ON THE SUMMIT OF A PROMINENT ROCKY MOUNTAIN
 FS1067'ON THE EASTERN EDGE OF THE BLACK MOUNTAINS.  THE MOUNTAIN
 FS1067'TOP IS BOUNDED BY SHEER ROCK CLIFFS ON THE NORTH, WEST, AND
 FS1067'SOUTH SIDES, AND SLOPES GRADUALLY TO THE EAST.
 FS1067'
 FS1067'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 FS1067'MARK DISK SET IN THE TOP OF A 3 FOOT BY 3 FOOT BOULDER, PROJECTING
 FS1067'18 INCHES, IS STAMPED HIGHWAY 1938.  IT IS 12 FEET NORTH-NORTHWEST
 FS1067'OF A SMALL ROCK CAIRN.
 FS1067'
 FS1067'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1067'SET IN THE TOP OF A MASS OF BEDROCK, FLUSH WITH THE GROUND,
 FS1067'IS STAMPED 1.  IT IS APPROXIMATELY 1 FOOT LOWER IN ELEVATION
 FS1067'THAN THE STATION MARK.
 FS1067'
 FS1067'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1067'SET IN THE TOP OF A MASS OF OUTCROPPING BEDROCK, 6 FEET LONG,
 FS1067'4 FEET WIDE, PROJECTING 4 INCHES ABOVE THE GROUND, IS STAMPED 2.
 FS1067'IT IS APPROXIMATELY 5 FEET LOWER THAN THE STATION MARK.
 FS1067'
 FS1067'THE AZIMUTH MARK, A STANDARD USC AND GS DISK CEMENTED IN A
 FS1067'DRILL HOLE IN THE TOP OF A 3 FOOT SQUARE BOULDER, PROJECTING
 FS1067'2 FEET ABOVE THE GROUND, IS STAMPED HIGHWAY USGS 1948.  IT
 FS1067'IS ON THE SOUTHERN SLOPE OF AN EAST-WEST RIDGE, APPROXIMATELY
 FS1067'100 YARDS NORTHWEST OF A PROMINENT WASH, AND 4 FEET SOUTHEAST
 FS1067'OF A 3 FOOT ROCK CAIRN.
 FS1067'
 FS1067'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN GO
 FS1067'NORTHWEST ON U.S. HIGHWAY 93 AND 466 TOWARD BOULDER CITY FOR
 FS1067'19 MILES TO SHEPS INN ON THE LEFT.  TURN LEFT THROUGH A CATTLE
 FS1067'GUARD JUST SOUTH OF THE INN AND GO WESTERLY 0.3 MILE TO A
 FS1067'FORK.  TAKE THE LEFT HAND ROAD SOUTHWEST FOR 1.2 MILES TO A
 FS1067'WASH.  CROSS THE WASH AND CONTINUE FOR 0.2 MILE.  TURN LEFT
 FS1067'OFF THE MAIN ROAD AND FOLLOW A DIM TRACK ROAD SOUTHERLY FOR
 FS1067'1.2 MILES TO A WASH.  CROSS THE WASH, TURN SHARP RIGHT AND
 FS1067'GO WESTERLY ALONG THE SOUTH SIDE OF THE WASH FOR 0.5 MILE
 FS1067'TO THE AZIMUTH MARK ON THE HILLSIDE TO THE NORTHWEST ABOUT
 FS1067'100 YARDS.  CONTINUE WESTERLY ABOUT 1/4 MILE ALONG THE LEFT
 FS1067'SIDE OF THE WASH WHICH BENDS TO THE SOUTH, THENCE TURN
 FS1067'LEFT SOUTHEAST AND GO UP THE SLOPE ABOUT 1/2 MILE TO A
 FS1067'SADDLE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH
 FS1067'ALONG THE TOP OF THE RIDGE TO THE SOUTHWESTERN BASE OF THE
 FS1067'MOUNTAIN TOP.  TURN LEFT AND GO UP A VERY STEEP SLOPE
 FS1067'THROUGH RIM ROCK TO THE HIGHEST POINT AND STATION.  A 20
 FS1067'MINUTE PACK.
 FS1067'
 FS1067'NOTE--A 4-WHEEL DRIVE VEHICLE IS NEEDED FOR THE LAST 1/2
 FS1067'MILE OTHERWISE THE PACK IS ABOUT 45 MINUTES.
 FS1067
 FS1067                          STATION RECOVERY (1950)
 FS1067
 FS1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1067'THE MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND TO BE
 FS1067'AS DESCRIBED.  THE 1948 DESCRIPTION OF THE ROUTE TO THE STATION
 FS1067'IS ADEQUATE.
 FS1067'
 FS1067'NO DISTANCES OR DIRECTIONS WERE CHECKED SINCE NO OBSERVING
 FS1067'UNIT OCCUPIED THE STATION.
 FS1067
 FS1067                          STATION RECOVERY (1981)
 FS1067
 FS1067'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1067'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1948.
 FS1067'
 FS1067'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1067'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT AND
 FS1067'TRAVEL WEST ALONG US 66 FOR 2.85 MILES TO THE U.S. HIGHWAY 93 AND I 40
 FS1067'TRAFFIC INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 13.5 MILES TO SANTA
 FS1067'CLAUS ON THE LEFT, CONTINUE NORTH FOR 2.1 MILES TO A BLADED ROAD ON
 FS1067'THE LEFT, TURN LEFT CROSSING A CATTLE GUARD FOR 0.1 MILE TO A FORK,
 FS1067'TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST FOR 0.1 MILE TO A FORK.
 FS1067'TAKE THE RIGHT FORK AND TRAVEL WEST FOR 0.85 MILE TO A FENCE CORNER.
 FS1067'PASS THROUGH GATE IN THE NORTH SOUTH FENCELINE AND CONTINUE WEST 0.85
 FS1067'MILE TO A CROSSROAD, TURN RIGH AND CONTINUE NORTHEAST FOR 0.75 MILE TO
 FS1067'TO A FORK JUST AFTER CROSSING A WASH.  TAKE THE LEFT FORK NORTHWEST
 FS1067'0.25 MILE TO A CROSSROAD, TURN LEFT AND TRAVEL WEST FOR 1.05 MILES TO
 FS1067'TO A FORK.  TAKE THE RIGHT FORK FOR 0.5 MILE TO THE AZIMUTH MARK ON
 FS1067'THE RIGHT.  CONTINUE FOR 0.5 MILE TO BOTTOM OF A WASH.  TURN SHARP
 FS1067'LEFT ALONG THE NORTHWEST BASE OF THE HILL FOR 0.3 MILE TO END OF TRUCK
 FS1067'TRAVEL.  PACK SOUTHWEST UP THE HILL TO SADDLE, THEN PACK SOUTHWEST UP
 FS1067'THE RIDGE TO A SADDLE.  TURN LEFT UP THE STEEP SLOPE THROUGH THE
 FS1067'RIMROCK TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0619 ***********************************************************************
 GP0619  DESIGNATION -  HIGHWAY
 GP0619  PID         -  GP0619
 GP0619  STATE/COUNTY-  AZ/COCONINO
 GP0619  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0619
 GP0619                         *CURRENT SURVEY CONTROL
 GP0619  ___________________________________________________________________
 GP0619* NAD 83(1992)-  36 38 41.95229(N)    111 39 05.11850(W)     ADJUSTED  
 GP0619* NAVD 88     -      1559.     (meters)    5115.     (feet)  SCALED    
 GP0619  ___________________________________________________________________
 GP0619  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 GP0619  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GP0619  HORZ ORDER  -  SECOND
 GP0619
 GP0619.The horizontal coordinates were established by classical geodetic methods
 GP0619.and adjusted by the National Geodetic Survey in August 1993.
 GP0619
 GP0619.The orthometric height was scaled from a topographic map.
 GP0619
 GP0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0619
 GP0619.The geoid height was determined by GEOID03.
 GP0619
 GP0619;                    North         East     Units Scale Factor Converg.
 GP0619;SPC AZ C     -   626,109.449   237,076.852   MT  0.99990693   +0 09 29.9
 GP0619;SPC AZ C     - 2,054,164.86    777,811.19   iFT  0.99990693   +0 09 29.9
 GP0619;UTM  12      - 4,055,688.351   441,770.334   MT  0.99964177   -0 23 19.7
 GP0619
 GP0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0619!SPC AZ C     -   0.99975900  x   0.99990693  =   0.99966595
 GP0619!UTM  12      -   0.99975900  x   0.99964177  =   0.99940085
 GP0619
 GP0619|---------------------------------------------------------------------|
 GP0619| PID    Reference Object                     Distance      Geod. Az  |
 GP0619|                                                           dddmmss.s |
 GP0619| CH2489 HIGHWAY RM 1                         12.093 METERS 00147     |
 GP0619| CH2491 HIGHWAY 89 MARK                                    0031657.5 |
 GP0619| CH2490 HIGHWAY RM 2                         10.563 METERS 10310     |
 GP0619|---------------------------------------------------------------------|
 GP0619
 GP0619                          SUPERSEDED SURVEY CONTROL
 GP0619
 GP0619  NAD 83(1986)-  36 38 41.95126(N)    111 39 05.11584(W) AD(       ) 2
 GP0619  NAD 27      -  36 38 41.99000(N)    111 39 02.54400(W) AD(       ) 2
 GP0619
 GP0619.Superseded values are not recommended for survey control.
 GP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0619.See file dsdata.txt to determine how the superseded data were derived.
 GP0619
 GP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4177055688(NAD 83)
 GP0619_MARKER: DS = TRIANGULATION STATION DISK
 GP0619_SETTING: 80 = SET IN A BOULDER
 GP0619_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0619
 GP0619  HISTORY     - Date     Condition        Report By
 GP0619  HISTORY     - 1934     MONUMENTED       CGS
 GP0619
 GP0619                          STATION DESCRIPTION
 GP0619
 GP0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0619'ABOUT 12.3 MILES SOUTH OF MARBLE CANYON BRIDGE ACROSS COLORADO
 GP0619'RIVE, MEASURED ALONG U.S. HIGHWAY 89, 69 FEET EAST OF THE
 GP0619'HIGHWAY CENTERLINE.
 GP0619'
 GP0619'REACHED FROM MARBLE CANYON BRIDGE BY TAKING U.S. HIGHWAY 89
 GP0619'SOUTH FOR 12.3 MILES.
 GP0619'
 GP0619'REFERENCE MARK NO. 3, AZIMUTH MARK, IS AN ARIZONA STATE
 GP0619'HIGHWAY TABLET BENCH MARK SET IN THE EAST HEADWALL OF CULVERT.
 GP0619'
 GP0619'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0619'THERE IS NO UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1892 ***********************************************************************
 CZ1892  DESIGNATION -  HIGHWAY
 CZ1892  PID         -  CZ1892
 CZ1892  STATE/COUNTY-  AZ/PINAL
 CZ1892  USGS QUAD   -  MAMMOTH (1972)
 CZ1892
 CZ1892                         *CURRENT SURVEY CONTROL
 CZ1892  ___________________________________________________________________
 CZ1892* NAD 83(1992)-  32 38 16.70841(N)    110 44 00.99654(W)     ADJUSTED  
 CZ1892* NAVD 88     -      1308.0    (meters)    4291.     (feet)  VERTCON   
 CZ1892  ___________________________________________________________________
 CZ1892  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CZ1892  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CZ1892  HORZ ORDER  -  SECOND
 CZ1892
 CZ1892.The horizontal coordinates were established by classical geodetic methods
 CZ1892.and adjusted by the National Geodetic Survey in August 1993.
 CZ1892
 CZ1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1892
 CZ1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1892
 CZ1892.The geoid height was determined by GEOID03.
 CZ1892
 CZ1892;                    North         East     Units Scale Factor Converg.
 CZ1892;SPC AZ C     -   182,224.609   324,361.969   MT  1.00005189   +0 38 17.2
 CZ1892;SPC AZ C     -   597,849.77  1,064,179.69   iFT  1.00005189   +0 38 17.2
 CZ1892;UTM  12      - 3,611,185.259   524,986.199   MT  0.99960770   +0 08 37.2
 CZ1892
 CZ1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1892!SPC AZ C     -   0.99979908  x   1.00005189  =   0.99985096
 CZ1892!UTM  12      -   0.99979908  x   0.99960770  =   0.99940686
 CZ1892
 CZ1892|---------------------------------------------------------------------|
 CZ1892| PID    Reference Object                     Distance      Geod. Az  |
 CZ1892|                                                           dddmmss.s |
 CZ1892| CC6671 HIGHWAY RM 1                          4.990 METERS 00820     |
 CZ1892| CZ1891 JUNCTION                            APPROX. 5.4 KM 0602458.7 |
 CZ1892| CC6672 HIGHWAY RM 2                          7.870 METERS 26512     |
 CZ1892|---------------------------------------------------------------------|
 CZ1892
 CZ1892                          SUPERSEDED SURVEY CONTROL
 CZ1892
 CZ1892  NAD 83(1986)-  32 38 16.70564(N)    110 44 00.99231(W) AD(       ) 2
 CZ1892  NAD 27      -  32 38 16.45481(N)    110 43 58.63219(W) AD(       ) 2
 CZ1892  NGVD 29 (07/19/86) 1307.3    (m)         4289.     (f) VERT ANG    3  
 CZ1892
 CZ1892.Superseded values are not recommended for survey control.
 CZ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1892.See file dsdata.txt to determine how the superseded data were derived.
 CZ1892
 CZ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2498611185(NAD 83)
 CZ1892_MARKER: DD = SURVEY DISK
 CZ1892_SETTING: 80 = SET IN A BOULDER
 CZ1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1892+STABILITY: SURFACE MOTION
 CZ1892
 CZ1892  HISTORY     - Date     Condition        Report By
 CZ1892  HISTORY     - 1946     MONUMENTED       USGS
 CZ1892  HISTORY     - 1977     GOOD             USGS
 CZ1892
 CZ1892                          STATION DESCRIPTION
 CZ1892
 CZ1892'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1892'LOCATED ABOUT 8.9 MI SW. OF MAMMOTH, 2.1 MI NE. OF ORACLE.  ON
 CZ1892'PROMINENT HILL, ABOUT 300 YDS S. OF STATE HWY. 77.
 CZ1892'
 CZ1892'TO REACH FROM ORACLE, DRIVE 2.1 MI NE. ON STATE HWY. 77 TO
 CZ1892'CATTLEGUARD.  PACK UP HILL TO RIGHT.  TO REACH FROM MAMMOTH, DRIVE
 CZ1892'8.9 MI S. ON STATE HWY. 77 TO CATTLEGUARD.  PACK ABOUT 0.2 MI S.
 CZ1892'UP HILL ON LEFT TO TOP AND STATION.
 CZ1892'
 CZ1892'STATION MARK--STANDARD TABLET STAMPED---HIGHWAY 1946---, SET IN
 CZ1892'ROCK ON HIGHEST POINT OF HILL.
 CZ1892'
 CZ1892'RM 1--STANDARD RM TABLET STAMPED---HIGHWAY NO 1 1946---, SET IN
 CZ1892'ROCK.
 CZ1892'
 CZ1892'RM 2--STANDARD RM TABLET STAMPED---HIGHWAY NO 2 1946---, SET IN
 CZ1892'ROCK.
 CZ1892
 CZ1892                          STATION RECOVERY (1977)
 CZ1892
 CZ1892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (TT)
 CZ1892'THE STATION IS ABOUT 8.9 MILES SOUTHWEST OF MAMMOTH, 2.1 MILES
 CZ1892'NORTHEAST OF ORACLE ON A PROMINENT HILL 300 YARDS EAST OF OLD
 CZ1892'ARIZONA HWY. 77.
 CZ1892'
 CZ1892'THE STATION IS A STANDARD U.S.G.S. DISK STAMPED HIGHWAY 1946
 CZ1892'AND IS SET IN A DRILL HOLE IN A BOULDER.
 CZ1892'
 CZ1892'REFERENCE MARK 2 IS A STANDARD USGS DISK STAMPED HIGHWAY RM 2
 CZ1892'1946 AND IS SET IN BEDROCK PROJECTING 0.1 FEET.
 CZ1892'
 CZ1892'REFERENCE MARK 1 IS A STANDARD USGS DISK STAMPED HIGHWAY
 CZ1892'RM 1 1946 SET IN A SMALL BOULDER WHICH IS ABOUT 2 FEET HIGHER
 CZ1892'THAN STATION.
 CZ1892'
 CZ1892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 80-89 AND
 CZ1892'ARIZONA HWY. 77 AT ORACLE JUNCTION, TRAVEL NORTHEAST ON HWY. 77
 CZ1892'TO MILE POST 105.05, AT THIS POINT TURN LEFT ON A WINDING PAVED
 CZ1892'ROAD (OLD HWY. 77) AND GO 0.7 MILE TO A GATE IN THE EAST R/W
 CZ1892'FENCE.  PASS THROUGH THE GATE AND MAKE A SHARP RIGHT TURN AND
 CZ1892'FOLLOW DIM TRACKS FOR 0.3 MILE UP A RIDGE TO AN EXTREME
 CZ1892'SWITCHBACK.  THE MAIN TRAVELED TRACKS KEEP HEADING EAST, AT
 CZ1892'THIS POINT MAKE A SHARP LEFT TURN ON SWITCHBACK TO TOP OF HILL
 CZ1892'AND END OF TRUCK TRAVEL, STATION IS JUST AHEAD.
 CZ1892'
 CZ1892'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1927 ***********************************************************************
 AI1927  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1927  DESIGNATION -  HIGHWAY 179 REFERENCE PT 321+51.79 POT
 AI1927  PID         -  AI1927
 AI1927  STATE/COUNTY-  AZ/YAVAPAI
 AI1927  USGS QUAD   -  SEDONA (1969)
 AI1927
 AI1927                         *CURRENT SURVEY CONTROL
 AI1927  ___________________________________________________________________
 AI1927* NAD 83(2007)-  34 45 46.00569(N)    111 45 58.78993(W)     ADJUSTED  
 AI1927* NAVD 88     -      1220.97   (meters)    4005.8    (feet)  GPS OBS   
 AI1927  ___________________________________________________________________
 AI1927  EPOCH DATE  -        2007.00
 AI1927  X           -  -1,945,503.432 (meters)                     COMP
 AI1927  Y           -  -4,872,407.448 (meters)                     COMP
 AI1927  Z           -   3,616,960.211 (meters)                     COMP
 AI1927  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 AI1927  ELLIP HEIGHT-        1196.137 (meters)          (02/10/07) ADJUSTED
 AI1927  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AI1927
 AI1927  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1927  Type    PID    Designation                      North   East  Ellip
 AI1927  -------------------------------------------------------------------
 AI1927  NETWORK AI1927 HIGHWAY 179 REFERENCE PT 321+5    0.39   0.31   1.10
 AI1927  -------------------------------------------------------------------
 AI1927
 AI1927.The horizontal coordinates were established by GPS observations
 AI1927.and adjusted by the National Geodetic Survey in February 2007.
 AI1927
 AI1927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1927.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1927.The horizontal coordinates are valid at the epoch date displayed above.
 AI1927.The epoch date for horizontal control is a decimal equivalence
 AI1927.of Year/Month/Day.
 AI1927
 AI1927.The orthometric height was determined by GPS observations and a
 AI1927.high-resolution geoid model.
 AI1927.The orthometric height was determined by GPS observations and a
 AI1927.high-resolution geoid model using precise GPS observation and
 AI1927.processing techniques.
 AI1927
 AI1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1927
 AI1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1927
 AI1927.The ellipsoidal height was determined by GPS observations
 AI1927.and is referenced to NAD 83.
 AI1927
 AI1927.The geoid height was determined by GEOID03.
 AI1927
 AI1927;                    North         East     Units Scale Factor Converg.
 AI1927;SPC AZ C     -   417,270.263   227,122.029   MT  0.99990233   +0 05 08.6
 AI1927;SPC AZ C     - 1,368,996.93    745,151.01   iFT  0.99990233   +0 05 08.6
 AI1927;UTM  12      - 3,847,004.135   429,869.119   MT  0.99966062   -0 26 13.1
 AI1927
 AI1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1927!SPC AZ C     -   0.99981228  x   0.99990233  =   0.99971462
 AI1927!UTM  12      -   0.99981228  x   0.99966062  =   0.99947296
 AI1927
 AI1927                          SUPERSEDED SURVEY CONTROL
 AI1927
 AI1927  NAD 83(1992)-  34 45 46.00497(N)    111 45 58.78898(W) AD(       ) A
 AI1927  ELLIP H (09/30/99) 1196.154  (m)                       GP(       ) 3 1
 AI1927
 AI1927.Superseded values are not recommended for survey control.
 AI1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1927.See file dsdata.txt to determine how the superseded data were derived.
 AI1927
 AI1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2986947004(NAD 83)
 AI1927_MARKER: DD = SURVEY DISK
 AI1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1927_STAMPING: NONE
 AI1927_MARK LOGO: AZDT  
 AI1927_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1927+STABILITY: SURFACE MOTION
 AI1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1927+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AI1927
 AI1927  HISTORY     - Date     Condition        Report By
 AI1927  HISTORY     - UNK      MONUMENTED       AZDT
 AI1927  HISTORY     - 19990112 GOOD             LANENG
 AI1927  HISTORY     - 20031215 GOOD             SHEPH
 AI1927  HISTORY     - 20050922 GOOD             INDIV
 AI1927
 AI1927                          STATION DESCRIPTION
 AI1927
 AI1927'DESCRIBED BY LANDMARK ENGINEERING 1999 (MTE)
 AI1927'THE STATION IS LOCATED ABOUT 29 MI (46.7 KM) SOUTH-SOUTHWEST OF
 AI1927'FLAGSTAFF, 15 MI (24.1 KM) EAST-NORTHEAST OF COTTONWOOD, 7 MI (11.3
 AI1927'KM) SOUTH OF SEDONA, 6 MI (9.7 KM) NORTH OF THE JUNCTION OF INTERSTATE
 AI1927'HIGHWAY 17 AND STATE HIGHWAY 179, ON THE EAST RIGHT-OF-WAY OF HIGHWAY
 AI1927'179.  OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AI1927'STATION FROM THE INTERSECTION OF HIGHWAY 179 AND JACKS CANYON ROAD IN
 AI1927'THE VILLAGE OF OAK CREEK, GO SOUTH FOR 0.9 MI (1.4 KM) ON HIGHWAY 179
 AI1927'TO A PULL OUT ON THE EAST SIDE OF ROAD AND END OF VEHICLE TRAVEL.
 AI1927'PACK SOUTH FOR ABOUT 200 FT (61.0 M) TO THE TOP OF A CUT BANK AND THE
 AI1927'STATION, DIRECTLY UNDER THE RIGHT-OF-WAY FENCE, ADJACENT TO AN ANGLE
 AI1927'IRON MARKED 321+51.79, ABOUT 25 FT (7.6 M) HIGHER THAN THE HIGHWAY.
 AI1927
 AI1927                          STATION RECOVERY (2003)
 AI1927
 AI1927'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003 (MLD)
 AI1927'RECOVERED AS DESCRIBED
 AI1927
 AI1927                          STATION RECOVERY (2005)
 AI1927
 AI1927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJM)
 AI1927'MARK ALSO ADJACENT TO 0.5 INCH REBAR 12 INCHES UP WITH ALUMINUM TAG
 AI1927'STAMPED STA 321+72.99 S.T. 100RT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0541 ***********************************************************************
 ER0541  DESIGNATION -  HIGHWAY 260 STA 399+03.8
 ER0541  PID         -  ER0541
 ER0541  STATE/COUNTY-  AZ/APACHE
 ER0541  USGS QUAD   -  LITTLE MILKY WASH (1982)
 ER0541
 ER0541                         *CURRENT SURVEY CONTROL
 ER0541  ___________________________________________________________________
 ER0541* NAD 83(1992)-  34 42 30.99573(N)    109 45 40.45723(W)     ADJUSTED  
 ER0541* NAVD 88     -      1715.     (meters)    5627.     (feet)  SCALED    
 ER0541  ___________________________________________________________________
 ER0541  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 ER0541  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ER0541  HORZ ORDER  -  SECOND
 ER0541
 ER0541.The horizontal coordinates were established by classical geodetic methods
 ER0541.and adjusted by the National Geodetic Survey in August 1993.
 ER0541
 ER0541.The orthometric height was scaled from a topographic map.
 ER0541
 ER0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0541
 ER0541.The geoid height was determined by GEOID03.
 ER0541
 ER0541;                    North         East     Units Scale Factor Converg.
 ER0541;SPC AZ E     -   411,326.061   250,497.950   MT  0.99991699   +0 13 51.1
 ER0541;SPC AZ E     - 1,349,494.95    821,843.67   iFT  0.99991699   +0 13 51.1
 ER0541;UTM  12      - 3,841,428.129   613,441.465   MT  0.99975861   +0 42 19.5
 ER0541
 ER0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0541!SPC AZ E     -   0.99973465  x   0.99991699  =   0.99965166
 ER0541!UTM  12      -   0.99973465  x   0.99975861  =   0.99949332
 ER0541
 ER0541                          SUPERSEDED SURVEY CONTROL
 ER0541
 ER0541  NAD 83(1986)-  34 42 30.98797(N)    109 45 40.46630(W) AD(       ) 2
 ER0541  NAD 27      -  34 42 30.86700(N)    109 45 38.07000(W) AD(       ) 2
 ER0541
 ER0541.Superseded values are not recommended for survey control.
 ER0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0541.See file dsdata.txt to determine how the superseded data were derived.
 ER0541
 ER0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1344141428(NAD 83)
 ER0541
 ER0541  HISTORY     - Date     Condition        Report By
 ER0541  HISTORY     - 1936     FIRST OBSERVED   CGS
 ER0541  HISTORY     - 20070610 MARK NOT FOUND   GEOCAC
 ER0541
 ER0541                          STATION DESCRIPTION
 ER0541
 ER0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 ER0541'ABOUT 26 MILES SOUTHEAST OF HOLBROOK, ABOUT 20 MILES NORTH-NORTHWEST
 ER0541'OF CONCHO, ON U.S. HIGHWAY 260 AT THE POINT WHERE THE HIGHWAY
 ER0541'CROSSES THE DIVIDE BETWEEN MILKY WASH AND BEAVERDAM CREEK, NEAR
 ER0541'THE LINE BETWEEN SECS. 11 AND 12, T. 15 N., R. 24 E., 9.2 MILES
 ER0541'SOUTHEAST ALONG THE HIGHWAY FROM THE RANGER STATION IN THE
 ER0541'PETRIFIED FOREST NATIONAL MONUMENT, 3.2 MILES SOUTHEAST OF MILKY
 ER0541'WASH, ON THE CREST OF GRADE, 43 FEET NORTHWEST OF RIGHT-OF-WAY
 ER0541'POST 399 + 03.8, 42 FEET SOUTHWEST OF THE CENTER OF THE
 ER0541'HIGHWAY, 10 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 ER0541'
 ER0541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 260
 ER0541'AND 66 AT HOLBROOK, GO SOUTHEAST ON HIGHWAY 260 FOR 28.6 MILES,
 ER0541'OR 9.6 MILES PAST THE RANGER STATION AT THE JUNCTION OF HIGHWAYS
 ER0541'260 AND A-63 IN THE PETRIFIED NATIONAL FOREST, TO CREST OF GRADE
 ER0541'AND THE STATION ON THE LEFT.
 ER0541
 ER0541                          STATION RECOVERY (2007)
 ER0541
 ER0541'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 ER0541'I BELIEVE THIS MARKER WAS DESTROYED OR BURIED DURING THE REQORKING OF
 ER0541'THE ROAD IN 1968. THE MARKER THAT WAS NEAR THIS (PID ER0543) HAS A
 ER0541'REFERENCE OF THAT MARK BEING RECOVERED THEN DESTROYED. NO MENTION OF
 ER0541'THIS ONE COULD BE FOUND BUT THE MARKER FOUND AT THIS LOCATION WAS
 ER0541'STAMPED (STA 400+00 5621.32 1968) WHICH DOES NOT MATCH THE DESCRIPTION
 ER0541'OF THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0788 ***********************************************************************
 DW0788  DESIGNATION -  HIGHWAY 60 STA 532+50.50 1055.62
 DW0788  PID         -  DW0788
 DW0788  STATE/COUNTY-  AZ/LA PAZ
 DW0788  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0788
 DW0788                         *CURRENT SURVEY CONTROL
 DW0788  ___________________________________________________________________
 DW0788* NAD 83(1986)-  33 38 51.     (N)    114 21 57.     (W)     SCALED    
 DW0788* NAVD 88     -       322.51   (+/-2cm)    1058.1    (feet)  VERTCON   
 DW0788  ___________________________________________________________________
 DW0788  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DW0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0788
 DW0788.The horizontal coordinates were scaled from a topographic map and have
 DW0788.an estimated accuracy of +/- 6 seconds.
 DW0788
 DW0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0788.The vertical order pertains to the NGVD 29 superseded value.
 DW0788
 DW0788.The geoid height was determined by GEOID03.
 DW0788
 DW0788;                    North         East    Units  Estimated Accuracy
 DW0788;SPC AZ W     -   293,740.      156,240.      MT  (+/- 180 meters Scaled)
 DW0788
 DW0788                          SUPERSEDED SURVEY CONTROL
 DW0788
 DW0788  NGVD 29 (??/??/??)  321.807  (m)         1055.80   (f) ADJUSTED    2 0
 DW0788
 DW0788.Superseded values are not recommended for survey control.
 DW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0788.See file dsdata.txt to determine how the superseded data were derived.
 DW0788
 DW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT442261(NAD 83)
 DW0788_MARKER: DD = SURVEY DISK
 DW0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0788_SP_SET: BRIDGE
 DW0788_STAMPING: 1055.62 532+5050 1950
 DW0788_MARK LOGO: AZHD  
 DW0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0788
 DW0788  HISTORY     - Date     Condition        Report By
 DW0788  HISTORY     - 1950     MONUMENTED       AZHD
 DW0788  HISTORY     - 1962     GOOD             NGS
 DW0788  HISTORY     - 1965     GOOD             AMS
 DW0788  HISTORY     - 1981     GOOD             NGS
 DW0788
 DW0788                          STATION DESCRIPTION
 DW0788
 DW0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0788'8.1 MI W FROM QUARTZSITE.
 DW0788'ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0788'OFFICE AT QUARTZSITE, SET IN TOP AND CENTER OF A 60 FOOT
 DW0788'CONCRETE BRIDGE WITH 4 OPENINGS, 25 FEET SOUTH OF THE CENTER
 DW0788'OF THE HIGHWAY, AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 DW0788'HIGHWAY.
 DW0788
 DW0788                          STATION RECOVERY (1965)
 DW0788
 DW0788'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0788'RECOVERED IN GOOD CONDITION.
 DW0788
 DW0788                          STATION RECOVERY (1981)
 DW0788
 DW0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0770 ***********************************************************************
 DW0770  DESIGNATION -  HIGHWAY 60 STA 932+78 957.48
 DW0770  PID         -  DW0770
 DW0770  STATE/COUNTY-  AZ/LA PAZ
 DW0770  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0770
 DW0770                         *CURRENT SURVEY CONTROL
 DW0770  ___________________________________________________________________
 DW0770* NAD 83(1986)-  33 39 24.     (N)    114 15 11.     (W)     SCALED    
 DW0770* NAVD 88     -       292.598  (meters)     959.97   (feet)  ADJUSTED  
 DW0770  ___________________________________________________________________
 DW0770  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DW0770  DYNAMIC HT  -         292.270 (meters)     958.89  (feet)  COMP
 DW0770  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 DW0770
 DW0770  VERT ORDER  -  FIRST     CLASS II
 DW0770
 DW0770.The horizontal coordinates were scaled from a topographic map and have
 DW0770.an estimated accuracy of +/- 6 seconds.
 DW0770
 DW0770.The orthometric height was determined by differential leveling
 DW0770.and adjusted in June 1991.
 DW0770
 DW0770.The geoid height was determined by GEOID03.
 DW0770
 DW0770.The dynamic height is computed by dividing the NAVD 88
 DW0770.geopotential number by the normal gravity value computed on the
 DW0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0770.degrees latitude (g = 980.6199 gals.).
 DW0770
 DW0770.The modeled gravity was interpolated from observed gravity values.
 DW0770
 DW0770;                    North         East    Units  Estimated Accuracy
 DW0770;SPC AZ W     -   294,700.      166,700.      MT  (+/- 180 meters Scaled)
 DW0770
 DW0770                          SUPERSEDED SURVEY CONTROL
 DW0770
 DW0770  NGVD 29 (??/??/??)  291.912  (m)          957.71   (f) ADJUSTED    1 2
 DW0770
 DW0770.Superseded values are not recommended for survey control.
 DW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0770.See file dsdata.txt to determine how the superseded data were derived.
 DW0770
 DW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT547274(NAD 83)
 DW0770_MARKER: DD = SURVEY DISK
 DW0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0770_SP_SET: HEADWALL
 DW0770_STAMPING: 957.48 932+78 1932
 DW0770_MARK LOGO: AZHD  
 DW0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0770+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0770
 DW0770  HISTORY     - Date     Condition        Report By
 DW0770  HISTORY     - 1932     MONUMENTED       AZHD
 DW0770  HISTORY     - 1962     GOOD             NGS
 DW0770  HISTORY     - 1965     GOOD             AMS
 DW0770  HISTORY     - 1981     GOOD             NGS
 DW0770  HISTORY     - 20090218 GOOD             GEOCAC
 DW0770
 DW0770                          STATION DESCRIPTION
 DW0770
 DW0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0770'1.4 MI W FROM QUARTZSITE.
 DW0770'1.15 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST OFFICE
 DW0770'AT QUARTZSITE, THENCE 0.3 MILES WEST ALONG OLD U.S. HIGHWAY 60,
 DW0770'ABOUT 100 YARDS WEST OF A GARAGE, SET IN TOP AND CENTER OF THE
 DW0770'SOUTH HEADWALL OF A 2.5 FOOT CONCRETE PIPE CULVERT, 14 FEET SOUTH
 DW0770'OF THE CENTER OF THE OLD HIGHWAY, AND IS ABOUT LEVEL WITH THE
 DW0770'OLD HIGHWAY.
 DW0770
 DW0770                          STATION RECOVERY (1965)
 DW0770
 DW0770'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0770'RECOVERED IN GOOD CONDITION.
 DW0770
 DW0770                          STATION RECOVERY (1981)
 DW0770
 DW0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0770'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0770'95 OVERPASS IN QUARTZSITE, THENCE 1.3 KM (0.8 MI) WEST ALONG THE SOUTH
 DW0770'FRONTAGE ROAD (OLD U.S. HIGHWAY 60), 0.25 KM (0.15 MI) EAST-NORTHEAST
 DW0770'OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTH TO THE JULIAN MINE,
 DW0770'ACROSS THE ROAD FROM A QUONSET HUT AUTO MECHANIC GARAGE, IN THE TOP
 DW0770'CENTER OF THE SOUTH HEADWALL OF A 30-INCH CONCRETE PIPE CULVERT, 4.3
 DW0770'METERS (14.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 DW0770'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
 DW0770
 DW0770                          STATION RECOVERY (2009)
 DW0770
 DW0770'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0770'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW0770'COORDINATES OF N 33 39 24.5 W 114 15 11.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0795 ***********************************************************************
 FQ0795  DESIGNATION -  HIGHWAY 66 BM
 FQ0795  PID         -  FQ0795
 FQ0795  STATE/COUNTY-  AZ/NAVAJO
 FQ0795  USGS QUAD   -  HENNESSY BUTTES (1993)
 FQ0795
 FQ0795                         *CURRENT SURVEY CONTROL
 FQ0795  ___________________________________________________________________
 FQ0795* NAD 83(1986)-  35 06 19.     (N)    110 05 42.     (W)     SCALED    
 FQ0795* NAVD 88     -      1605.872  (meters)    5268.60   (feet)  ADJUSTED  
 FQ0795  ___________________________________________________________________
 FQ0795  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0795  DYNAMIC HT  -        1603.696 (meters)    5261.46  (feet)  COMP
 FQ0795  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 FQ0795
 FQ0795  VERT ORDER  -  THIRD
 FQ0795
 FQ0795.The horizontal coordinates were scaled from a topographic map and have
 FQ0795.an estimated accuracy of +/- 6 seconds.
 FQ0795
 FQ0795.The orthometric height was determined by differential leveling
 FQ0795.and adjusted in June 1991.
 FQ0795
 FQ0795.The geoid height was determined by GEOID03.
 FQ0795
 FQ0795.The dynamic height is computed by dividing the NAVD 88
 FQ0795.geopotential number by the normal gravity value computed on the
 FQ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0795.degrees latitude (g = 980.6199 gals.).
 FQ0795
 FQ0795.The modeled gravity was interpolated from observed gravity values.
 FQ0795
 FQ0795;                    North         East    Units  Estimated Accuracy
 FQ0795;SPC AZ E     -   455,260.      219,890.      MT  (+/- 180 meters Scaled)
 FQ0795
 FQ0795                          SUPERSEDED SURVEY CONTROL
 FQ0795
 FQ0795.No superseded survey control is available for this station.
 FQ0795
 FQ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD824850(NAD 83)
 FQ0795_MARKER: DB = BENCH MARK DISK
 FQ0795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0795_SP_SET: CONCRETE HEADWALL
 FQ0795_MARK LOGO: AZHD  
 FQ0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0795+STABILITY: SURFACE MOTION
 FQ0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0795+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1970
 FQ0795
 FQ0795  HISTORY     - Date     Condition        Report By
 FQ0795  HISTORY     - UNK      MONUMENTED       AZHD
 FQ0795  HISTORY     - 19700316 GOOD             USGS
 FQ0795
 FQ0795                          STATION DESCRIPTION
 FQ0795
 FQ0795'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0795'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0795'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 9.4 MILES NORTH ALONG STATE
 FQ0795'HIGHWAY 77, 88 FEET WEST OF WOODEN POWER POLE 2314, 15 FEET EAST OF
 FQ0795'THE CENTERLINE OF THE HIGHWAY, IN THE CENTER OF A CONCRETE HEADWALL
 FQ0795'OF A CULVERT, THE A.H.D. BM HAS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0955 ***********************************************************************
 FR0955  DESIGNATION -  HIGHWAY 66 STA 850+70
 FR0955  PID         -  FR0955
 FR0955  STATE/COUNTY-  AZ/MOHAVE
 FR0955  USGS QUAD   -  TRUXTON (1980)
 FR0955
 FR0955                         *CURRENT SURVEY CONTROL
 FR0955  ___________________________________________________________________
 FR0955* NAD 83(1992)-  35 29 40.57597(N)    113 32 33.50331(W)     ADJUSTED  
 FR0955* NAVD 88     -      1346.     (meters)    4416.     (feet)  SCALED    
 FR0955  ___________________________________________________________________
 FR0955  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 FR0955  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0955  HORZ ORDER  -  SECOND
 FR0955
 FR0955.The horizontal coordinates were established by classical geodetic methods
 FR0955.and adjusted by the National Geodetic Survey in August 1993.
 FR0955
 FR0955.The orthometric height was scaled from a topographic map.
 FR0955
 FR0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0955
 FR0955.The geoid height was determined by GEOID03.
 FR0955
 FR0955;                    North         East     Units Scale Factor Converg.
 FR0955;SPC AZ W     -   498,479.057   232,173.681   MT  0.99993769   +0 07 13.4
 FR0955;SPC AZ W     - 1,635,429.98    761,724.68   iFT  0.99993769   +0 07 13.4
 FR0955;UTM  12      - 3,930,867.623   269,359.827   MT  1.00025558   -1 28 37.1
 FR0955
 FR0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0955!SPC AZ W     -   0.99979294  x   0.99993769  =   0.99973065
 FR0955!UTM  12      -   0.99979294  x   1.00025558  =   1.00004847
 FR0955
 FR0955                          SUPERSEDED SURVEY CONTROL
 FR0955
 FR0955  NAD 83(1986)-  35 29 40.56994(N)    113 32 33.50402(W) AD(       ) 2
 FR0955  NAD 27      -  35 29 40.60100(N)    113 32 30.72200(W) AD(       ) 2
 FR0955
 FR0955.Superseded values are not recommended for survey control.
 FR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0955.See file dsdata.txt to determine how the superseded data were derived.
 FR0955
 FR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE6936030868(NAD 83)
 FR0955_MARKER: DD = SURVEY DISK
 FR0955_SETTING: 0 = UNSPECIFIED SETTING
 FR0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0955
 FR0955  HISTORY     - Date     Condition        Report By
 FR0955  HISTORY     - 1944     MONUMENTED       CGS
 FR0955
 FR0955                          STATION DESCRIPTION
 FR0955
 FR0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FR0955'STATION MARK IS A BRONZE
 FR0955'DISK SET IN MASS OF CONCRETE AT THE BASE OF A SIGN SHOWING
 FR0955'THE BOUNDARY OF FEDERAL AID PROJECTS 80-A AND 80-J.
 FR0955'
 FR0955'TO REACH STATION T 24 N R 12 W SECS 2-3 NORTH CORNER FROM PEACH
 FR0955'SPRINGS POST OFFICE, GO W ON U.S.
 FR0955'HIGHWAY 66 FOR 7.0 MILES TO FENCE CORNERS AND GATE ON THE
 FR0955'LEFT, DRIVE THROUGH THE GATE AND STATION T 24 N R 12 W SECS 2-3
 FR0955'NORTH CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1232 ***********************************************************************
 CY1232  DESIGNATION -  HIGHWAY 666 STA 897+00 POT
 CY1232  PID         -  CY1232
 CY1232  STATE/COUNTY-  AZ/GRAHAM
 CY1232  USGS QUAD   -  ARTESIA (1966)
 CY1232
 CY1232                         *CURRENT SURVEY CONTROL
 CY1232  ___________________________________________________________________
 CY1232* NAD 83(1992)-  32 39 55.46491(N)    109 42 06.69689(W)     ADJUSTED  
 CY1232* NAVD 88     -      1063.     (meters)    3488.     (feet)  SCALED    
 CY1232  ___________________________________________________________________
 CY1232  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 CY1232  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY1232  HORZ ORDER  -  SECOND
 CY1232
 CY1232.The horizontal coordinates were established by classical geodetic methods
 CY1232.and adjusted by the National Geodetic Survey in August 1993.
 CY1232
 CY1232.The orthometric height was scaled from a topographic map.
 CY1232
 CY1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1232
 CY1232.The geoid height was determined by GEOID03.
 CY1232
 CY1232;                    North         East     Units Scale Factor Converg.
 CY1232;SPC AZ E     -   184,743.829   256,956.708   MT  0.99992343   +0 15 03.1
 CY1232;SPC AZ E     -   606,114.92    843,033.82   iFT  0.99992343   +0 15 03.1
 CY1232;UTM  12      - 3,614,939.270   621,726.836   MT  0.99978271   +0 42 02.6
 CY1232
 CY1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1232!SPC AZ E     -   0.99983738  x   0.99992343  =   0.99976083
 CY1232!UTM  12      -   0.99983738  x   0.99978271  =   0.99962013
 CY1232
 CY1232                          SUPERSEDED SURVEY CONTROL
 CY1232
 CY1232  NAD 83(1986)-  32 39 55.45954(N)    109 42 06.69158(W) AD(       ) 2
 CY1232  NAD 27      -  32 39 55.22500(N)    109 42 04.40700(W) AD(       ) 2
 CY1232
 CY1232.Superseded values are not recommended for survey control.
 CY1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1232.See file dsdata.txt to determine how the superseded data were derived.
 CY1232
 CY1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2172714939(NAD 83)
 CY1232_MARKER: DD = SURVEY DISK
 CY1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1232+STABILITY: SURFACE MOTION
 CY1232
 CY1232  HISTORY     - Date     Condition        Report By
 CY1232  HISTORY     - 1945     MONUMENTED       AZHD
 CY1232  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY1232
 CY1232                          STATION DESCRIPTION
 CY1232
 CY1232'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1945
 CY1232'THE ARIZONA HIGHWAY DEPARTMENT MARKER IS A BRONZE DISK STAMPED
 CY1232'P.O.T. 897+00 1938.  IT IS SET IN A SMALL ROUND CONCRETE
 CY1232'POST FLUSH WITH THE GROUND.  IT IS WNW OF STATION ART AND
 CY1232'50 FEET E OF THE CENTER OF THE HIGHWAY.
 CY1232'
 CY1232'STATION ART IS LOCATED ABOUT 11-1/2 MILES (AIR LINE) S OF SAFFORD
 CY1232'ALONG THE E SIDE OF U.S. HIGHWAY 666.
 CY1232'
 CY1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY1232'AND 666 NEAR THE E END OF SAFFORD, GO S ON U.S. HIGHWAY 666 FOR
 CY1232'7.3 MILES TO A MACADAM ROAD RIGHT AT A SIGN SWIFT TRAIL.
 CY1232'STATION SWIFT IS ON THE LEFT SIDE OF U.S. HIGHWAY 666 JUST
 CY1232'BEYOND THIS FORK.  CONTINUE S ON HIGHWAY 666 FOR 4.6 MILES TO
 CY1232'THE STATION JUST BEYOND FENCE CORNERS ON BOTH SIDES OF THE
 CY1232'HIGHWAY WHERE THE HIGHWAY RIGHT-OF-WAY BECOMES WIDER.  STATION ART
 CY1232'IS 86.0 FEET ENE OF THE CENTER LINE OF THE HIGHWAY.
 CY1232
 CY1232                          STATION RECOVERY (2008)
 CY1232
 CY1232'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY1232'A CAREFUL SEARCH ONLY REVEALED SOME CHUNKS OF CONCRETE BEARING
 CY1232'EVIDENCE OF HAVING BEEN PARTS OF A BENCHMARK MONUMENT. ASSUMED
 CY1232'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1428 ***********************************************************************
 DA1428  DESIGNATION -  HIGHWAY 80 STA 1590+26.3 150.0 OUT
 DA1428  PID         -  DA1428
 DA1428  STATE/COUNTY-  AZ/YUMA
 DA1428  USGS QUAD   -  MOHAWK (1982)
 DA1428
 DA1428                         *CURRENT SURVEY CONTROL
 DA1428  ___________________________________________________________________
 DA1428* NAD 83(1992)-  32 43 10.75153(N)    113 48 25.28434(W)     ADJUSTED  
 DA1428* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DA1428  ___________________________________________________________________
 DA1428  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 DA1428  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1428  HORZ ORDER  -  SECOND
 DA1428
 DA1428.The horizontal coordinates were established by classical geodetic methods
 DA1428.and adjusted by the National Geodetic Survey in August 1993.
 DA1428
 DA1428.The orthometric height was scaled from a topographic map.
 DA1428
 DA1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1428
 DA1428.The geoid height was determined by GEOID03.
 DA1428
 DA1428;                    North         East     Units Scale Factor Converg.
 DA1428;SPC AZ W     -   190,671.434   208,014.544   MT  0.99993369   -0 01 51.0
 DA1428;SPC AZ W     -   625,562.45    682,462.41   iFT  0.99993369   -0 01 51.0
 DA1428;UTM  12      - 3,623,693.585   236,909.350   MT  1.00045358   -1 31 05.3
 DA1428
 DA1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1428!SPC AZ W     -   0.99998478  x   0.99993369  =   0.99991847
 DA1428!UTM  12      -   0.99998478  x   1.00045358  =   1.00043835
 DA1428
 DA1428                          SUPERSEDED SURVEY CONTROL
 DA1428
 DA1428  NAD 83(1986)-  32 43 10.74718(N)    113 48 25.29130(W) AD(       ) 2
 DA1428  NAD 27      -  32 43 10.57560(N)    113 48 22.55830(W) AD(       ) 2
 DA1428
 DA1428.Superseded values are not recommended for survey control.
 DA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1428.See file dsdata.txt to determine how the superseded data were derived.
 DA1428
 DA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3690923694(NAD 83)
 DA1428_MARKER: DD = SURVEY DISK
 DA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1428+STABILITY: SURFACE MOTION
 DA1428
 DA1428  HISTORY     - Date     Condition        Report By
 DA1428  HISTORY     - 1960     MONUMENTED       AZHD
 DA1428  HISTORY     - 20090206 GOOD             GEOCAC
 DA1428
 DA1428                          STATION DESCRIPTION
 DA1428
 DA1428'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DA1428'A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY DEPARTMENT
 DA1428'SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE SURROUNDING
 DA1428'AREA AND STAMPED (POT EL 421.35 1590 + 26.3 RP 150.0 OUT
 DA1428'1956) WAS USED FOR OWL REFERENCE MARK 3.  IT IS 2 FEET WEST
 DA1428'OF A STEEL RIGHT OF WAY POST LETTERED 1590 + 26.3.
 DA1428
 DA1428                          STATION RECOVERY (2009)
 DA1428
 DA1428'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1428'RECOVERED IN GOOD CONDITION. THE MARK IS NOW SEVERAL CENTIMETERS
 DA1428'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0987 ***********************************************************************
 CG0987  DESIGNATION -  HIGHWAY 80 STA 1953+35.7 4148.73
 CG0987  PID         -  CG0987
 CG0987  STATE/COUNTY-  AZ/COCHISE
 CG0987  USGS QUAD   -  MESCAL (1983)
 CG0987
 CG0987                         *CURRENT SURVEY CONTROL
 CG0987  ___________________________________________________________________
 CG0987* NAD 83(1992)-  31 57 48.56289(N)    110 27 04.60672(W)     NO CHECK  
 CG0987* NAVD 88     -      1260.     (meters)    4134.     (feet)  SCALED    
 CG0987  ___________________________________________________________________
 CG0987  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG0987  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0987  HORZ ORDER  -  SECOND
 CG0987
 CG0987.The horizontal coordinates were established by classical geodetic methods
 CG0987.and adjusted by the National Geodetic Survey in August 1993.
 CG0987.No horizontal observational check was made to the station.
 CG0987
 CG0987.The orthometric height was scaled from a topographic map.
 CG0987
 CG0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0987
 CG0987.The geoid height was determined by GEOID03.
 CG0987
 CG0987;                    North         East     Units Scale Factor Converg.
 CG0987;SPC AZ E     -   106,854.299   186,458.015   MT  0.99990892   -0 09 02.4
 CG0987;SPC AZ E     -   350,571.85    611,738.89   iFT  0.99990892   -0 09 02.4
 CG0987;SPC AZ C     -   107,756.763   351,876.702   MT  1.00013656   +0 46 33.1
 CG0987;SPC AZ C     -   353,532.69  1,154,451.12   iFT  1.00013656   +0 46 33.1
 CG0987;UTM  12      - 3,536,520.252   551,850.449   MT  0.99963316   +0 17 25.8
 CG0987
 CG0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0987!SPC AZ E     -   0.99980660  x   0.99990892  =   0.99971553
 CG0987!SPC AZ C     -   0.99980660  x   1.00013656  =   0.99994313
 CG0987!UTM  12      -   0.99980660  x   0.99963316  =   0.99943983
 CG0987
 CG0987                          SUPERSEDED SURVEY CONTROL
 CG0987
 CG0987  NAD 83(1986)-  31 57 48.55816(N)    110 27 04.60485(W) AD(       ) 2
 CG0987  NAD 27      -  31 57 48.25680(N)    110 27 02.32900(W) AD(       ) 2
 CG0987
 CG0987.Superseded values are not recommended for survey control.
 CG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0987.See file dsdata.txt to determine how the superseded data were derived.
 CG0987
 CG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5185036520(NAD 83)
 CG0987_MARKER: DB = BENCH MARK DISK
 CG0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0987
 CG0987  HISTORY     - Date     Condition        Report By
 CG0987  HISTORY     - 1935     MONUMENTED       AZHD
 CG0987
 CG0987                          STATION DESCRIPTION
 CG0987
 CG0987'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1935
 CG0987'BENCH MARK (AHD), STAMPED PIMACO U.S.C. AND G.S. 1935
 CG0987'4148.73 1953 + 35.7 1933, IS A ARIZONA HIGHWAY DEPT. BRONZE DISK
 CG0987'SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND, 52 FEET
 CG0987'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 25-1/2
 CG0987'FEET NORTH OF THE PIMA COUNTY LINE SIGN, 3 INCHES SOUTH OF A
 CG0987'METAL POST LETTERED F.A.P. 18-D 18-C AND IS ABOUT 2 FEET ABOVE
 CG0987'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1185 ***********************************************************************
 DA1185  DESIGNATION -  HIGHWAY 80 STA 2485+07.91
 DA1185  PID         -  DA1185
 DA1185  STATE/COUNTY-  AZ/YUMA
 DA1185  USGS QUAD   -  DATELAND (1982)
 DA1185
 DA1185                         *CURRENT SURVEY CONTROL
 DA1185  ___________________________________________________________________
 DA1185* NAD 83(1986)-  32 48 01.     (N)    113 32 27.     (W)     SCALED    
 DA1185* NAVD 88     -       140.731  (meters)     461.71   (feet)  ADJUSTED  
 DA1185  ___________________________________________________________________
 DA1185  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DA1185  DYNAMIC HT  -         140.571 (meters)     461.19  (feet)  COMP
 DA1185  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 DA1185
 DA1185  VERT ORDER  -  FIRST     CLASS II
 DA1185
 DA1185.The horizontal coordinates were scaled from a topographic map and have
 DA1185.an estimated accuracy of +/- 6 seconds.
 DA1185
 DA1185.The orthometric height was determined by differential leveling
 DA1185.and adjusted in June 1991.
 DA1185
 DA1185.The geoid height was determined by GEOID03.
 DA1185
 DA1185.The dynamic height is computed by dividing the NAVD 88
 DA1185.geopotential number by the normal gravity value computed on the
 DA1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1185.degrees latitude (g = 980.6199 gals.).
 DA1185
 DA1185.The modeled gravity was interpolated from observed gravity values.
 DA1185
 DA1185;                    North         East    Units  Estimated Accuracy
 DA1185;SPC AZ W     -   199,630.      232,950.      MT  (+/- 180 meters Scaled)
 DA1185
 DA1185                          SUPERSEDED SURVEY CONTROL
 DA1185
 DA1185.No superseded survey control is available for this station.
 DA1185
 DA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB620320(NAD 83)
 DA1185_MARKER: DB = BENCH MARK DISK
 DA1185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1185_SP_SET: ABUTMENT
 DA1185_STAMPING: 2485+07.91 459.96
 DA1185_MARK LOGO: AZHD  
 DA1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1185+STABILITY: POSITION/ELEVATION WELL
 DA1185
 DA1185  HISTORY     - Date     Condition        Report By
 DA1185  HISTORY     - 1962     MONUMENTED       AZHD
 DA1185  HISTORY     - 1981     GOOD             NGS
 DA1185
 DA1185                          STATION DESCRIPTION
 DA1185
 DA1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1185'10.05 KM (6.25 MI) SW FROM AZTEC.
 DA1185'9.5 KM (5.9 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FORM THE
 DA1185'WATER TANK IN AZTEC, THENCE 0.55 KM (0.35 MI) NORTH ALONG DATELAND
 DA1185'ROAD, SET IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A
 DA1185'HIGHWAY BRIDGE FOR THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8 IN
 DA1185'DATELAND, 7.0 M (23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-
 DA1185'BOUND LANES OF THE INTERSTATE.
 DA1185'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1408 ***********************************************************************
 DA1408  DESIGNATION -  HIGHWAY 80 STA 2674+50.0 483.08
 DA1408  PID         -  DA1408
 DA1408  STATE/COUNTY-  AZ/YUMA
 DA1408  USGS QUAD   -  AZTEC HILLS (1982)
 DA1408
 DA1408                         *CURRENT SURVEY CONTROL
 DA1408  ___________________________________________________________________
 DA1408* NAD 83(1992)-  32 49 06.91100(N)    113 28 55.99213(W)     ADJUSTED  
 DA1408* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 DA1408  ___________________________________________________________________
 DA1408  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DA1408  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DA1408  HORZ ORDER  -  SECOND
 DA1408
 DA1408.The horizontal coordinates were established by classical geodetic methods
 DA1408.and adjusted by the National Geodetic Survey in August 1993.
 DA1408
 DA1408.The orthometric height was scaled from a topographic map.
 DA1408
 DA1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1408
 DA1408.The geoid height was determined by GEOID03.
 DA1408
 DA1408;                    North         East     Units Scale Factor Converg.
 DA1408;SPC AZ W     -   201,672.748   238,434.352   MT  0.99994108   +0 08 42.5
 DA1408;SPC AZ W     -   661,656.00    782,264.93   iFT  0.99994108   +0 08 42.5
 DA1408;SPC AZ C     -   202,719.924    66,762.400   MT  1.00016491   -0 50 55.1
 DA1408;SPC AZ C     -   665,091.61    219,036.75   iFT  1.00016491   -0 50 55.1
 DA1408;UTM  12      - 3,633,904.936   267,617.754   MT  1.00026591   -1 20 45.3
 DA1408
 DA1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1408!SPC AZ W     -   0.99998189  x   0.99994108  =   0.99992297
 DA1408!SPC AZ C     -   0.99998189  x   1.00016491  =   1.00014680
 DA1408!UTM  12      -   0.99998189  x   1.00026591  =   1.00024780
 DA1408
 DA1408                          SUPERSEDED SURVEY CONTROL
 DA1408
 DA1408  NAD 83(1986)-  32 49 06.90542(N)    113 28 55.99819(W) AD(       ) 2
 DA1408  NAD 27      -  32 49 06.73220(N)    113 28 53.30810(W) AD(       ) 2
 DA1408
 DA1408.Superseded values are not recommended for survey control.
 DA1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1408.See file dsdata.txt to determine how the superseded data were derived.
 DA1408
 DA1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6761833905(NAD 83)
 DA1408_MARKER: DD = SURVEY DISK
 DA1408_SETTING: 0 = UNSPECIFIED SETTING
 DA1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1408
 DA1408  HISTORY     - Date     Condition        Report By
 DA1408  HISTORY     - 1960     MONUMENTED       CGS
 DA1408
 DA1408                          STATION DESCRIPTION
 DA1408
 DA1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1408'STATION MARK STAMPED 2674 + 50.0 483.08 1956, IS A STANDARD
 DA1408'BRASS DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A DRILL HOLE
 DA1408'IN THE TOP CENTER OF THE SOUTH HEADWALL OF A BOX CULVERT.
 DA1408'
 DA1408'STATION OBAL IS 5.8 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM
 DA1408'DATELAND, 0.7 MILE EAST OF HIGHWAY MILEPOST 73 AND 92 FEET
 DA1408'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0240 ***********************************************************************
 DB0240  DESIGNATION -  HIGHWAY 80 STA 288+30 100FT
 DB0240  PID         -  DB0240
 DB0240  STATE/COUNTY-  AZ/YUMA
 DB0240  USGS QUAD   -  YUMA EAST (1994)
 DB0240
 DB0240                         *CURRENT SURVEY CONTROL
 DB0240  ___________________________________________________________________
 DB0240* NAD 83(1986)-  32 40 12.     (N)    114 34 52.     (W)     SCALED    
 DB0240* NAVD 88     -        65.14   (+/-2cm)     213.7    (feet)  VERTCON   
 DB0240  ___________________________________________________________________
 DB0240  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0240
 DB0240.The horizontal coordinates were scaled from a topographic map and have
 DB0240.an estimated accuracy of +/- 6 seconds.
 DB0240
 DB0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0240.The vertical order pertains to the NGVD 29 superseded value.
 DB0240
 DB0240.The geoid height was determined by GEOID03.
 DB0240
 DB0240;                    North         East    Units  Estimated Accuracy
 DB0240;SPC AZ W     -   185,470.      135,410.      MT  (+/- 180 meters Scaled)
 DB0240
 DB0240                          SUPERSEDED SURVEY CONTROL
 DB0240
 DB0240  NGVD 29 (??/??/??)   64.483  (m)          211.56   (f) ADJUSTED    2 0
 DB0240
 DB0240.Superseded values are not recommended for survey control.
 DB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0240.See file dsdata.txt to determine how the superseded data were derived.
 DB0240
 DB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS268172(NAD 83)
 DB0240_MARKER: DD = SURVEY DISK
 DB0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0240_STAMPING: POT 288-30-0 RP 100 OUT 1956
 DB0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0240+STABILITY: SURFACE MOTION
 DB0240
 DB0240  HISTORY     - Date     Condition        Report By
 DB0240  HISTORY     - 1956     MONUMENTED       AZHD
 DB0240  HISTORY     - 1964     GOOD             NGS
 DB0240  HISTORY     - 1972     GOOD             NGS
 DB0240
 DB0240                          STATION DESCRIPTION
 DB0240
 DB0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DB0240'4.8 MI SE FROM YUMA.
 DB0240'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0240'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, 103 FEET
 DB0240'EAST OF THE EAST RAIL OF A RAILROAD TRACK, 100 FEET NORTH OF THE
 DB0240'CENTER OF U.S. HIGHWAY 80, 84 FEET NORTHEAST OF A GRADE CROSSING
 DB0240'SIGNAL, 2 FEET WEST OF A STENCILED ANGLE IRON WITNESS POST AND
 DB0240'SET IN THE TOP OF A MASS OF CONCRETE THAT IS ROUGHLY CIRCULAR,
 DB0240'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 DB0240
 DB0240                          STATION RECOVERY (1972)
 DB0240
 DB0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0241 ***********************************************************************
 DB0241  DESIGNATION -  HIGHWAY 80 STA 288+30 63FT
 DB0241  PID         -  DB0241
 DB0241  STATE/COUNTY-  AZ/YUMA
 DB0241  USGS QUAD   -  YUMA EAST (1994)
 DB0241
 DB0241                         *CURRENT SURVEY CONTROL
 DB0241  ___________________________________________________________________
 DB0241* NAD 83(1986)-  32 40 10.     (N)    114 34 51.     (W)     SCALED    
 DB0241* NAVD 88     -        65.72   (+/-2cm)     215.6    (feet)  VERTCON   
 DB0241  ___________________________________________________________________
 DB0241  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DB0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0241
 DB0241.The horizontal coordinates were scaled from a topographic map and have
 DB0241.an estimated accuracy of +/- 6 seconds.
 DB0241
 DB0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0241.The vertical order pertains to the NGVD 29 superseded value.
 DB0241
 DB0241.The geoid height was determined by GEOID03.
 DB0241
 DB0241;                    North         East    Units  Estimated Accuracy
 DB0241;SPC AZ W     -   185,410.      135,430.      MT  (+/- 180 meters Scaled)
 DB0241
 DB0241                          SUPERSEDED SURVEY CONTROL
 DB0241
 DB0241  NGVD 29 (??/??/??)   65.064  (m)          213.46   (f) ADJUSTED    2 0
 DB0241
 DB0241.Superseded values are not recommended for survey control.
 DB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0241.See file dsdata.txt to determine how the superseded data were derived.
 DB0241
 DB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS268172(NAD 83)
 DB0241_MARKER: DD = SURVEY DISK
 DB0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0241_STAMPING: POT 288+30-00 RP 63 OUT 1956
 DB0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0241+STABILITY: SURFACE MOTION
 DB0241
 DB0241  HISTORY     - Date     Condition        Report By
 DB0241  HISTORY     - 1956     MONUMENTED       AZHD
 DB0241  HISTORY     - 1964     GOOD             NGS
 DB0241  HISTORY     - 1972     GOOD             NGS
 DB0241
 DB0241                          STATION DESCRIPTION
 DB0241
 DB0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DB0241'4.8 MI SE FROM YUMA.
 DB0241'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0241'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, 63 FEET
 DB0241'SOUTH OF THE CENTER OF U.S. HIGHWAY 80, 59 FEET EAST OF THE PAINTED
 DB0241'CENTERLINE OF AN ASPHALT ROAD LEADING TO THE MARINE CORPS AIR
 DB0241'STATION, 28 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 DB0241'IRRIGATION CANAL, 2 FEET WEST OF A STENCILED ANGLE IRON
 DB0241'WITNESS POST AND SET IN THE TOP OF A MASS OF CONCRETE THAT IS
 DB0241'ROUGHLY CIRCULAR, PROJECTING 5 INCHES ABOVE THE SURFACE OF THE
 DB0241'GROUND.  NOTE-- NOW UNDER 12 INCHES OF FILL DIRT.
 DB0241
 DB0241                          STATION RECOVERY (1972)
 DB0241
 DB0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1399 ***********************************************************************
 DA1399  DESIGNATION -  HIGHWAY 80 STA 3136+44.24 AHD
 DA1399  PID         -  DA1399
 DA1399  STATE/COUNTY-  AZ/MARICOPA
 DA1399  USGS QUAD   -  AZTEC SE (1982)
 DA1399
 DA1399                         *CURRENT SURVEY CONTROL
 DA1399  ___________________________________________________________________
 DA1399* NAD 83(1992)-  32 50 17.42859(N)    113 20 01.36964(W)     ADJUSTED  
 DA1399* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 DA1399  ___________________________________________________________________
 DA1399  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DA1399  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA1399  HORZ ORDER  -  SECOND
 DA1399
 DA1399.The horizontal coordinates were established by classical geodetic methods
 DA1399.and adjusted by the National Geodetic Survey in August 1993.
 DA1399
 DA1399.The orthometric height was scaled from a topographic map.
 DA1399
 DA1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1399
 DA1399.The geoid height was determined by GEOID03.
 DA1399
 DA1399;                    North         East     Units Scale Factor Converg.
 DA1399;SPC AZ C     -   204,696.112    80,698.822   MT  1.00011694   -0 46 06.7
 DA1399;SPC AZ C     -   671,575.17    264,759.91   iFT  1.00011694   -0 46 06.7
 DA1399;SPC AZ W     -   203,889.980   252,331.692   MT  0.99995205   +0 13 32.7
 DA1399;SPC AZ W     -   668,930.38    827,859.88   iFT  0.99995205   +0 13 32.7
 DA1399;UTM  12      - 3,635,760.233   281,572.007   MT  1.00018833   -1 15 57.6
 DA1399
 DA1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1399!SPC AZ C     -   0.99997888  x   1.00011694  =   1.00009582
 DA1399!SPC AZ W     -   0.99997888  x   0.99995205  =   0.99993093
 DA1399!UTM  12      -   0.99997888  x   1.00018833  =   1.00016721
 DA1399
 DA1399                          SUPERSEDED SURVEY CONTROL
 DA1399
 DA1399  NAD 83(1986)-  32 50 17.42319(N)    113 20 01.37574(W) AD(       ) 2
 DA1399  NAD 27      -  32 50 17.24690(N)    113 19 58.70310(W) AD(       ) 2
 DA1399
 DA1399.Superseded values are not recommended for survey control.
 DA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1399.See file dsdata.txt to determine how the superseded data were derived.
 DA1399
 DA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8157235760(NAD 83)
 DA1399_MARKER: DD = SURVEY DISK
 DA1399_SETTING: 0 = UNSPECIFIED SETTING
 DA1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1399
 DA1399  HISTORY     - Date     Condition        Report By
 DA1399  HISTORY     - 1960     MONUMENTED       AZHD
 DA1399
 DA1399                          STATION DESCRIPTION
 DA1399
 DA1399'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DA1399'STATION MARK IS A STANDARD BRASS DISK OF THE ARIZONA
 DA1399'HIGHWAY DEPARTMENT SET IN A MASS OF CONCRETE FLUSH WITH
 DA1399'THE SURFACE WITH A STEEL WITNESS POST AT 6 INCHES EAST AND
 DA1399'ANOTHER ONE AT 2-1/2 FEET EAST.  IT IS STAMPED 3136+44.24
 DA1399'3136+69.72 551.08 1956.
 DA1399'
 DA1399'STATION BOUNDARY RM 3 IS 7.3 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE
 DA1399'DATELAND POST OFFICE, 116.5 FEET NORTH OF THE CENTER LINE OF THE
 DA1399'SOUTHERN PACIFIC RAILROAD, 96 FEET SOUTH OF THE CENTER LINE
 DA1399'OF U.S. HIGHWAY 80 AND 9 FEET NORTH OF THE YUMA-MARICOPA
 DA1399'COUNTY BOUNDARY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1825 ***********************************************************************
 CZ1825  DESIGNATION -  HIGHWAY 80 STA 372+90.9 2738.54
 CZ1825  PID         -  CZ1825
 CZ1825  STATE/COUNTY-  AZ/PIMA
 CZ1825  USGS QUAD   -  TUCSON EAST (1992)
 CZ1825
 CZ1825                         *CURRENT SURVEY CONTROL
 CZ1825  ___________________________________________________________________
 CZ1825* NAD 83(1992)-  32 07 32.47487(N)    110 52 31.52038(W)     ADJUSTED  
 CZ1825* NAVD 88     -       835.20   (+/-2cm)    2740.2    (feet)  VERTCON   
 CZ1825  ___________________________________________________________________
 CZ1825  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CZ1825  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CZ1825  HORZ ORDER  -  SECOND
 CZ1825  VERT ORDER  -  THIRD ? (See Below)
 CZ1825
 CZ1825.The horizontal coordinates were established by classical geodetic methods
 CZ1825.and adjusted by the National Geodetic Survey in August 1993.
 CZ1825
 CZ1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1825.The vertical order pertains to the NGVD 29 superseded value.
 CZ1825
 CZ1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1825
 CZ1825.The geoid height was determined by GEOID03.
 CZ1825
 CZ1825;                    North         East     Units Scale Factor Converg.
 CZ1825;SPC AZ C     -   125,277.623   311,608.536   MT  1.00001900   +0 33 13.5
 CZ1825;SPC AZ C     -   411,015.82  1,022,337.72   iFT  1.00001900   +0 33 13.5
 CZ1825;UTM  12      - 3,554,374.132   511,750.951   MT  0.99960170   +0 03 58.5
 CZ1825
 CZ1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1825!SPC AZ C     -   0.99987346  x   1.00001900  =   0.99989246
 CZ1825!UTM  12      -   0.99987346  x   0.99960170  =   0.99947521
 CZ1825
 CZ1825                          SUPERSEDED SURVEY CONTROL
 CZ1825
 CZ1825  NAD 83(1986)-  32 07 32.47205(N)    110 52 31.51855(W) AD(       ) 2
 CZ1825  NAD 27      -  32 07 32.19090(N)    110 52 29.20590(W) AD(       ) 2
 CZ1825  NGVD 29 (07/19/86)  834.57   (m)         2738.1    (f) LEVELING    3  
 CZ1825
 CZ1825.Superseded values are not recommended for survey control.
 CZ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1825.See file dsdata.txt to determine how the superseded data were derived.
 CZ1825
 CZ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1175154374(NAD 83)
 CZ1825_MARKER: DD = SURVEY DISK
 CZ1825_SETTING: 0 = UNSPECIFIED SETTING
 CZ1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1825
 CZ1825  HISTORY     - Date     Condition        Report By
 CZ1825  HISTORY     - 1960     MONUMENTED       AZHD
 CZ1825  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ1825
 CZ1825                          STATION DESCRIPTION
 CZ1825
 CZ1825'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 CZ1825'STATION IS AN ARIZONA HIGHWAY BM LOCATED ON THE (NW) END
 CZ1825'OF THE SAME GUARD CURB AS CRAY R.M. 1.  STAMPED 2738.54 372+90.9.
 CZ1825'IT IS LOCATED 14.427 M (N) OF STATION CRAY.
 CZ1825
 CZ1825                          STATION RECOVERY (2006)
 CZ1825
 CZ1825'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1825'MARK NOT FOUND.  HIGHWAY REDONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0342 ***********************************************************************
 CG0342  DESIGNATION -  HIGHWAY 80 STA 3857+53
 CG0342  PID         -  CG0342
 CG0342  STATE/COUNTY-  AZ/PIMA
 CG0342  USGS QUAD   -  THE NARROWS (1981)
 CG0342
 CG0342                         *CURRENT SURVEY CONTROL
 CG0342  ___________________________________________________________________
 CG0342* NAD 83(1992)-  31 58 38.51429(N)    110 30 50.64664(W)     ADJUSTED  
 CG0342* NAVD 88     -      1176.318  (meters)    3859.30   (feet)  ADJUSTED  
 CG0342  ___________________________________________________________________
 CG0342  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CG0342  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CG0342  DYNAMIC HT  -        1174.579 (meters)    3853.60  (feet)  COMP
 CG0342  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 CG0342
 CG0342  HORZ ORDER  -  SECOND
 CG0342  VERT ORDER  -  FIRST     CLASS II
 CG0342
 CG0342.The horizontal coordinates were established by classical geodetic methods
 CG0342.and adjusted by the National Geodetic Survey in August 1993.
 CG0342
 CG0342.The orthometric height was determined by differential leveling
 CG0342.and adjusted in June 1991.
 CG0342
 CG0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0342
 CG0342.The geoid height was determined by GEOID03.
 CG0342
 CG0342.The dynamic height is computed by dividing the NAVD 88
 CG0342.geopotential number by the normal gravity value computed on the
 CG0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0342.degrees latitude (g = 980.6199 gals.).
 CG0342
 CG0342.The modeled gravity was interpolated from observed gravity values.
 CG0342
 CG0342;                    North         East     Units Scale Factor Converg.
 CG0342;SPC AZ C     -   109,216.744   345,921.058   MT  1.00011665   +0 44 34.4
 CG0342;SPC AZ C     -   358,322.65  1,134,911.61   iFT  1.00011665   +0 44 34.4
 CG0342;SPC AZ E     -   108,410.077   180,528.041   MT  0.99991329   -0 11 02.3
 CG0342;SPC AZ E     -   355,676.11    592,283.60   iFT  0.99991329   -0 11 02.3
 CG0342;UTM  12      - 3,538,029.891   545,910.342   MT  0.99962599   +0 15 26.4
 CG0342
 CG0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0342!SPC AZ C     -   0.99981972  x   1.00011665  =   0.99993635
 CG0342!SPC AZ E     -   0.99981972  x   0.99991329  =   0.99973303
 CG0342!UTM  12      -   0.99981972  x   0.99962599  =   0.99944578
 CG0342
 CG0342                          SUPERSEDED SURVEY CONTROL
 CG0342
 CG0342  NAD 83(1986)-  31 58 38.50959(N)    110 30 50.64443(W) AD(       ) 2
 CG0342  NAD 27      -  31 58 38.21200(N)    110 30 48.36910(W) AD(       ) 2
 CG0342  NGVD 29 (07/19/86) 1175.53   (m)         3856.7    (f) LEVELING    3  
 CG0342
 CG0342.Superseded values are not recommended for survey control.
 CG0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0342.See file dsdata.txt to determine how the superseded data were derived.
 CG0342
 CG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4591038030(NAD 83)
 CG0342_MARKER: DD = SURVEY DISK
 CG0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0342_SP_SET: BRIDGE
 CG0342_STAMPING: 3857 / 53
 CG0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0342
 CG0342  HISTORY     - Date     Condition        Report By
 CG0342  HISTORY     - 1960     MONUMENTED       CGS
 CG0342  HISTORY     - 1960     GOOD             NGS
 CG0342  HISTORY     - 1962     GOOD             NGS
 CG0342  HISTORY     - 1979     GOOD             NGS
 CG0342
 CG0342                          STATION DESCRIPTION
 CG0342
 CG0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0342'THE STATION IS A BRONZE DISK OF THE ARIZONA HIGHWAY
 CG0342'DEPARTMENT STAMPED 3857 + 53 CEMENTED IN THE NORTHEAST ABUTMENT
 CG0342'OF THE EAST BOUND TRAFFIC LANE.
 CG0342
 CG0342                          STATION RECOVERY (1960)
 CG0342
 CG0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0342'12.8 MI W FROM BENSON.
 CG0342'12.8 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON TO
 CG0342'THE AMOLE OVERPASS, 26.76 FEET WEST OF AMOLE 1960, SET IN A DRILL HOLE
 CG0342'IN THE NORTHEAST ABUTMENT OF THE EAST BOUND TRAFFIC LANE BRIDGE.
 CG0342
 CG0342                          STATION RECOVERY (1962)
 CG0342
 CG0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0342'RECOVERED IN GOOD CONDITION.
 CG0342
 CG0342                          STATION RECOVERY (1979)
 CG0342
 CG0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0342'13.0 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0342'OVERPASS AT BENSON, AT THE EASTBOUND TRAFFIC BRIDGE OVER THE SOUTHERN
 CG0342'PACIFIC RAILROAD, IN TOP OF THE NORTH CONCRETE CURB, 14.5 FEET NORTH
 CG0342'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE AND 3.2 FEET WEST OF
 CG0342'THE EAST END.
 CG0342'THE MARK IS 1 FT ABOVE TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0637 ***********************************************************************
 FQ0637  DESIGNATION -  HIGHWAY 89 MP 419.85
 FQ0637  PID         -  FQ0637
 FQ0637  STATE/COUNTY-  AZ/COCONINO
 FQ0637  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0637
 FQ0637                         *CURRENT SURVEY CONTROL
 FQ0637  ___________________________________________________________________
 FQ0637* NAD 83(1992)-  35 13 59.99823(N)    111 34 34.99092(W)     ADJUSTED  
 FQ0637* NAVD 88     -      2103.6    (meters)    6902.     (feet)  VERTCON   
 FQ0637  ___________________________________________________________________
 FQ0637  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 FQ0637  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0637  HORZ ORDER  -  SECOND
 FQ0637
 FQ0637.The horizontal coordinates were established by classical geodetic methods
 FQ0637.and adjusted by the National Geodetic Survey in August 1993.
 FQ0637
 FQ0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0637
 FQ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0637
 FQ0637.The geoid height was determined by GEOID03.
 FQ0637
 FQ0637;                    North         East     Units Scale Factor Converg.
 FQ0637;SPC AZ C     -   469,511.266   244,332.091   MT  0.99991182   +0 11 46.7
 FQ0637;SPC AZ C     - 1,540,391.29    801,614.47   iFT  0.99991182   +0 11 46.7
 FQ0637;UTM  12      - 3,899,071.481   447,553.234   MT  0.99963390   -0 19 57.1
 FQ0637
 FQ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0637!SPC AZ C     -   0.99967356  x   0.99991182  =   0.99958541
 FQ0637!UTM  12      -   0.99967356  x   0.99963390  =   0.99930758
 FQ0637
 FQ0637|---------------------------------------------------------------------|
 FQ0637| PID    Reference Object                     Distance      Geod. Az  |
 FQ0637|                                                           dddmmss.s |
 FQ0637| CH3736 HIGHWAY 89 MP 419.85 RM 2             7.708 METERS 03015     |
 FQ0637| FQ0638 PLAZA                               APPROX. 1.9 KM 1904810.6 |
 FQ0637| CH3735 HIGHWAY 89 MP 419.85 RM 1            10.583 METERS 29220     |
 FQ0637|---------------------------------------------------------------------|
 FQ0637
 FQ0637                          SUPERSEDED SURVEY CONTROL
 FQ0637
 FQ0637  NAD 83(1986)-  35 13 59.99357(N)    111 34 34.98971(W) AD(       ) 2
 FQ0637  NAD 27      -  35 13 59.95664(N)    111 34 32.40742(W) AD(       ) 2
 FQ0637  NGVD 29 (07/19/86) 2102.5    (m)         6898.     (f) VERT ANG    3  
 FQ0637
 FQ0637.Superseded values are not recommended for survey control.
 FQ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0637.See file dsdata.txt to determine how the superseded data were derived.
 FQ0637
 FQ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4755399071(NAD 83)
 FQ0637_MARKER: DD = SURVEY DISK
 FQ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0637
 FQ0637  HISTORY     - Date     Condition        Report By
 FQ0637  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0637
 FQ0637                          STATION DESCRIPTION
 FQ0637
 FQ0637'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0637'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF FLAGSTAFF ALONG
 FQ0637'THE WEST SIDE OF U.S. HIGHWAY 89, ON PROPERTY BELONGING TO
 FQ0637'HIGHWAY DEPARTMENT.
 FQ0637'
 FQ0637'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, 419.85
 FQ0637'1321 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FQ0637'WHICH PROJECTS 6 INCHES.  IT IS 110 FEET WEST OF THE CENTER
 FQ0637'LINE OF U.S. 89, 25.7 FEET SOUTH OF A WITNESS POST AND 9-1/2
 FQ0637'FEET SOUTHEAST OF A LARGE PINE TREE.
 FQ0637'
 FQ0637'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, 419.85
 FQ0637'1321 RM 1 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FQ0637'WHICH PROJECTS 5 INCHES.  THE MARK IS ABOUT 3 FEET HIGHER THAN
 FQ0637'THE STATION.
 FQ0637'
 FQ0637'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, P AND M
 FQ0637'419.85 1321 1973.  IT IS SET IN TOP OF A BURIED BOULDER.
 FQ0637'
 FQ0637'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0637'AND U.S. HIGHWAYS 66 AND 89 IN FLAGSTAFF, GO EAST AND NORTH
 FQ0637'ALONG U.S. 89 FOR 2.9 MILES TO THE ENTRANCE TO KOA CAMPGROUND
 FQ0637'AND THE STATION ON THE LEFT.
 FQ0637'
 FQ0637'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0619 ***********************************************************************
 FQ0619  DESIGNATION -  HIGHWAY 89 MP 425.02
 FQ0619  PID         -  FQ0619
 FQ0619  STATE/COUNTY-  AZ/COCONINO
 FQ0619  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0619
 FQ0619                         *CURRENT SURVEY CONTROL
 FQ0619  ___________________________________________________________________
 FQ0619* NAD 83(1992)-  35 18 07.95093(N)    111 32 34.45843(W)     ADJUSTED  
 FQ0619* NAVD 88     -      2050.0    (meters)    6726.     (feet)  VERTCON   
 FQ0619  ___________________________________________________________________
 FQ0619  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 FQ0619  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FQ0619  HORZ ORDER  -  SECOND
 FQ0619
 FQ0619.The horizontal coordinates were established by classical geodetic methods
 FQ0619.and adjusted by the National Geodetic Survey in August 1993.
 FQ0619
 FQ0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0619
 FQ0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0619
 FQ0619.The geoid height was determined by GEOID03.
 FQ0619
 FQ0619;                    North         East     Units Scale Factor Converg.
 FQ0619;SPC AZ C     -   477,162.965   247,350.767   MT  0.99991423   +0 12 57.6
 FQ0619;SPC AZ C     - 1,565,495.29    811,518.26   iFT  0.99991423   +0 12 57.6
 FQ0619;UTM  12      - 3,906,692.825   450,641.596   MT  0.99963002   -0 18 49.5
 FQ0619
 FQ0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0619!SPC AZ C     -   0.99968196  x   0.99991423  =   0.99959622
 FQ0619!UTM  12      -   0.99968196  x   0.99963002  =   0.99931210
 FQ0619
 FQ0619|---------------------------------------------------------------------|
 FQ0619| PID    Reference Object                     Distance      Geod. Az  |
 FQ0619|                                                           dddmmss.s |
 FQ0619| CH3737 HIGHWAY 89 MP 425.02 RM 1            10.366 METERS 00113     |
 FQ0619| CH3738 HIGHWAY 89 MP 425.02 RM 2             5.653 METERS 18431     |
 FQ0619| FQ0621 PASS                                APPROX. 6.1 KM 3454133.9 |
 FQ0619|---------------------------------------------------------------------|
 FQ0619
 FQ0619                          SUPERSEDED SURVEY CONTROL
 FQ0619
 FQ0619  NAD 83(1986)-  35 18 07.94691(N)    111 32 34.45744(W) AD(       ) 2
 FQ0619  NAD 27      -  35 18 07.91420(N)    111 32 31.88083(W) AD(       ) 2
 FQ0619  NGVD 29 (07/19/86) 2049.0    (m)         6722.     (f) VERT ANG    3  
 FQ0619
 FQ0619.Superseded values are not recommended for survey control.
 FQ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0619.See file dsdata.txt to determine how the superseded data were derived.
 FQ0619
 FQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5064206693(NAD 83)
 FQ0619_MARKER: DD = SURVEY DISK
 FQ0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0619
 FQ0619  HISTORY     - Date     Condition        Report By
 FQ0619  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0619
 FQ0619                          STATION DESCRIPTION
 FQ0619
 FQ0619'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0619'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTH OF FLAGSTAFF,
 FQ0619'ALONG THE WEST SIDE OF U.S. HIGHWAY 89.  IT IS IN THE NORTH
 FQ0619'WEST ANGLE OF U.S. 89 AND A ROAD LEFT LEADING TO TIMBERLINE
 FQ0619'ESTATES.
 FQ0619'
 FQ0619'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0619'425.02 1321 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FQ0619'WHICH PROJECTS 3 INCHES.  IT IS 50 FEET WEST OF THE CENTER
 FQ0619'LINE OF U.S. 89, 30 FEET NORTH OF A ROAD LEADING WEST AND 2 FEET
 FQ0619'NORTHWEST OF A POWER POLE 11 OVER.
 FQ0619'
 FQ0619'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0619'425.02 1321 RM 1 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE
 FQ0619'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 50 FEET WEST OF THE
 FQ0619'CENTER LINE OF U.S. 89 AND 2 FEET EAST OF FENCE LINE.
 FQ0619'
 FQ0619'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0619'425.02 1321 RM 2 1974.  IT IS SET IN THE NORTH HEAD WALL OF A
 FQ0619'CONCRETE BRIDGE.
 FQ0619'
 FQ0619'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0619'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO EAST AND
 FQ0619'NORTH ALONG U.S. 89 FOR 8.45 MILES TO MILE POST 425 AND A
 FQ0619'SIDE ROAD LEFT.  THE STATION IS IN THE NORTHWEST ANGLE OF THE
 FQ0619'INTERSECTION.
 FQ0619'
 FQ0619'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0623 ***********************************************************************
 FQ0623  DESIGNATION -  HIGHWAY 89 MP 429.70
 FQ0623  PID         -  FQ0623
 FQ0623  STATE/COUNTY-  AZ/COCONINO
 FQ0623  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0623
 FQ0623                         *CURRENT SURVEY CONTROL
 FQ0623  ___________________________________________________________________
 FQ0623* NAD 83(1992)-  35 21 44.04947(N)    111 34 17.91801(W)     ADJUSTED  
 FQ0623* NAVD 88     -      2206.5    (meters)    7239.     (feet)  VERTCON   
 FQ0623  ___________________________________________________________________
 FQ0623  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 FQ0623  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FQ0623  HORZ ORDER  -  SECOND
 FQ0623
 FQ0623.The horizontal coordinates were established by classical geodetic methods
 FQ0623.and adjusted by the National Geodetic Survey in August 1993.
 FQ0623
 FQ0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0623
 FQ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0623
 FQ0623.The geoid height was determined by GEOID03.
 FQ0623
 FQ0623;                    North         East     Units Scale Factor Converg.
 FQ0623;SPC AZ C     -   483,812.702   244,713.992   MT  0.99991211   +0 11 58.9
 FQ0623;SPC AZ C     - 1,587,312.01    802,867.43   iFT  0.99991211   +0 11 58.9
 FQ0623;UTM  12      - 3,913,364.796   448,067.186   MT  0.99963324   -0 19 51.0
 FQ0623
 FQ0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0623!SPC AZ C     -   0.99965738  x   0.99991211  =   0.99956952
 FQ0623!UTM  12      -   0.99965738  x   0.99963324  =   0.99929074
 FQ0623
 FQ0623|---------------------------------------------------------------------|
 FQ0623| PID    Reference Object                     Distance      Geod. Az  |
 FQ0623|                                                           dddmmss.s |
 FQ0623| CH3739 HIGHWAY 89 MP 429.70 RM 1            11.344 METERS 17456     |
 FQ0623| CH3740 HIGHWAY 89 MP 429.70 RM 2            11.508 METERS 25510     |
 FQ0623| FQ0616 CONE                                APPROX. 2.0 KM 3534050.7 |
 FQ0623|---------------------------------------------------------------------|
 FQ0623
 FQ0623                          SUPERSEDED SURVEY CONTROL
 FQ0623
 FQ0623  NAD 83(1986)-  35 21 44.04604(N)    111 34 17.91687(W) AD(       ) 2
 FQ0623  NAD 27      -  35 21 44.01693(N)    111 34 15.34229(W) AD(       ) 2
 FQ0623  NGVD 29 (07/19/86) 2205.5    (m)         7236.     (f) VERT ANG    3  
 FQ0623
 FQ0623.Superseded values are not recommended for survey control.
 FQ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0623.See file dsdata.txt to determine how the superseded data were derived.
 FQ0623
 FQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4806713365(NAD 83)
 FQ0623_MARKER: DD = SURVEY DISK
 FQ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0623
 FQ0623  HISTORY     - Date     Condition        Report By
 FQ0623  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0623
 FQ0623                          STATION DESCRIPTION
 FQ0623
 FQ0623'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0623'THE STATION IS LOCATED ABOUT 16-1/2 MILES NORTH OF FLAGSTAFF,
 FQ0623'28 MILES SOUTH OF GRAY MOUNTAIN AND ALONG THE WEST SIDE OF
 FQ0623'U.S. HIGHWAY 89.  THE STATION IS ON PROPERTY WHICH BELONGS TO
 FQ0623'THE HIGHWAY DEPARTMENT.
 FQ0623'
 FQ0623'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0623'429.70 1321 RM 1 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE
 FQ0623'MONUMENT WHICH PROJECTS 4 INCHES.  66-1/2 FEET WEST OF THE
 FQ0623'CENTER LINE OF U.S. 89, 47 FEET NORTH OF A 2-1/2 FOOT PINE TREE
 FQ0623'AND 1-1/2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.
 FQ0623'
 FQ0623'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0623'429.70 1321 1974.  IT IS SET IN A 18 X 24 INCH EXPOSED BEDROCK
 FQ0623'WHICH IS 2 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE.
 FQ0623'
 FQ0623'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0623'429.70 1321 RM 2 1974.  IT IS SET IN A 18 X 18 INCH OUTCROP
 FQ0623'WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 11 FEET NORTHEAST
 FQ0623'OF THE 2-1/2 FOOT PINE TREE.
 FQ0623'
 FQ0623'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0623'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO NORTH ALONG
 FQ0623'U.S. 89 FOR 6.1 MILES TO KOCH ROAD LEADING EAST, CONTINUE NORTH
 FQ0623'FOR 7.0 MILES TO STATION ON LEFT ABOUT 75 YARDS BEFORE REACHING
 FQ0623'A GRADED ROAD ON THE RIGHT.
 FQ0623'
 FQ0623'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0617 ***********************************************************************
 FQ0617  DESIGNATION -  HIGHWAY 89 MP 431.20
 FQ0617  PID         -  FQ0617
 FQ0617  STATE/COUNTY-  AZ/COCONINO
 FQ0617  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0617
 FQ0617                         *CURRENT SURVEY CONTROL
 FQ0617  ___________________________________________________________________
 FQ0617* NAD 83(1992)-  35 22 56.63728(N)    111 34 51.84888(W)     ADJUSTED  
 FQ0617* NAVD 88     -      2213.1    (meters)    7261.     (feet)  VERTCON   
 FQ0617  ___________________________________________________________________
 FQ0617  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 FQ0617  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 FQ0617  HORZ ORDER  -  SECOND
 FQ0617
 FQ0617.The horizontal coordinates were established by classical geodetic methods
 FQ0617.and adjusted by the National Geodetic Survey in August 1993.
 FQ0617
 FQ0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0617
 FQ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0617
 FQ0617.The geoid height was determined by GEOID03.
 FQ0617
 FQ0617;                    North         East     Units Scale Factor Converg.
 FQ0617;SPC AZ C     -   486,046.611   243,849.884   MT  0.99991145   +0 11 39.6
 FQ0617;SPC AZ C     - 1,594,641.11    800,032.43   iFT  0.99991145   +0 11 39.6
 FQ0617;UTM  12      - 3,915,605.988   447,224.039   MT  0.99963432   -0 20 11.3
 FQ0617
 FQ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0617!SPC AZ C     -   0.99965634  x   0.99991145  =   0.99956782
 FQ0617!UTM  12      -   0.99965634  x   0.99963432  =   0.99929079
 FQ0617
 FQ0617:                Primary Azimuth Mark                     Grid Az
 FQ0617:SPC AZ C     -  CONE                                     110 49 01.7
 FQ0617:UTM  12      -  CONE                                     111 20 52.6
 FQ0617
 FQ0617|---------------------------------------------------------------------|
 FQ0617| PID    Reference Object                     Distance      Geod. Az  |
 FQ0617|                                                           dddmmss.s |
 FQ0617| FQ0616 CONE                                APPROX. 0.7 KM 1110041.3 |
 FQ0617| CH3741 HIGHWAY 89 MP 431.20 RM 1            19.440 METERS 18729     |
 FQ0617| CH3742 HIGHWAY 89 MP 431.20 RM 2            11.182 METERS 26721     |
 FQ0617|---------------------------------------------------------------------|
 FQ0617
 FQ0617                          SUPERSEDED SURVEY CONTROL
 FQ0617
 FQ0617  NAD 83(1986)-  35 22 56.63418(N)    111 34 51.84763(W) AD(       ) 2
 FQ0617  NAD 27      -  35 22 56.60605(N)    111 34 49.27373(W) AD(       ) 2
 FQ0617  NGVD 29 (07/19/86) 2212.1    (m)         7258.     (f) VERT ANG    3  
 FQ0617
 FQ0617.Superseded values are not recommended for survey control.
 FQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0617.See file dsdata.txt to determine how the superseded data were derived.
 FQ0617
 FQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4722415606(NAD 83)
 FQ0617_MARKER: DD = SURVEY DISK
 FQ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0617
 FQ0617  HISTORY     - Date     Condition        Report By
 FQ0617  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0617
 FQ0617                          STATION DESCRIPTION
 FQ0617
 FQ0617'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0617'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH OF FLAGSTAFF.  26
 FQ0617'MILES SOUTH OF GRAY MOUNTAIN AND ALONG THE WEST RIGHT-OF-WAY
 FQ0617'OF U.S. HIGHWAY 89.
 FQ0617'
 FQ0617'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0617'431.20 1321 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FQ0617'WHICH PROJECTS 4 INCHES.  THE MARK IS IN THE SOUTHWEST ANGLE OF
 FQ0617'A SIDE ROAD LEFT.  48 FEET WEST OF THE CENTER LINE OF U.S. 89,
 FQ0617'9 FEET WEST OF A 4 X 4 POST AND 2 FEET NORTH OF A WITNESS SIGN
 FQ0617'IN FENCE LINE.
 FQ0617'
 FQ0617'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 431.20
 FQ0617'1321 RM 1 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FQ0617'WHICH PROJECTS 5 INCHES.  IT IS 24.5 FEET NORTHEAST OF RIGHT-OF-WAY
 FQ0617'FENCE CORNER AND 3 FEET NORTHWEST OF RIGHT-OF-WAY FENCE.
 FQ0617'
 FQ0617'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, 1321
 FQ0617'431.20 RM 2 1973.  THE MARK IS SET IN TOP OF A LARGE BURIED
 FQ0617'BOULDER WHICH PROJECTS 2 INCHES.  55 FEET SOUTH OF THE CENTER OF
 FQ0617'ROAD 552, 32 FEET SOUTHWEST OF A STOP SIGN AND 26-1/2 FEET
 FQ0617'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.
 FQ0617'
 FQ0617'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0617'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF GO NORTH ALONG
 FQ0617'U.S. 89 FOR 13.9 MILES TO THE ENTRANCE TO SUNSET CRATER ON THE
 FQ0617'RIGHT, CONTINUE NORTH FOR 0.8 MILES TO ROAD 552 ON THE LEFT
 FQ0617'AND STATION.
 FQ0617'
 FQ0617'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0615 ***********************************************************************
 FQ0615  DESIGNATION -  HIGHWAY 89 MP 434.45
 FQ0615  PID         -  FQ0615
 FQ0615  STATE/COUNTY-  AZ/COCONINO
 FQ0615  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0615
 FQ0615                         *CURRENT SURVEY CONTROL
 FQ0615  ___________________________________________________________________
 FQ0615* NAD 83(1992)-  35 25 41.39953(N)    111 34 07.53986(W)     ADJUSTED  
 FQ0615* NAVD 88     -      1988.9    (meters)    6525.     (feet)  VERTCON   
 FQ0615  ___________________________________________________________________
 FQ0615  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 FQ0615  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0615  HORZ ORDER  -  SECOND
 FQ0615
 FQ0615.The horizontal coordinates were established by classical geodetic methods
 FQ0615.and adjusted by the National Geodetic Survey in August 1993.
 FQ0615
 FQ0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0615
 FQ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0615
 FQ0615.The geoid height was determined by GEOID03.
 FQ0615
 FQ0615;                    North         East     Units Scale Factor Converg.
 FQ0615;SPC AZ C     -   491,127.786   244,950.245   MT  0.99991229   +0 12 06.0
 FQ0615;SPC AZ C     - 1,611,311.63    803,642.54   iFT  0.99991229   +0 12 06.0
 FQ0615;UTM  12      - 3,920,675.335   448,371.131   MT  0.99963285   -0 19 46.9
 FQ0615
 FQ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0615!SPC AZ C     -   0.99969153  x   0.99991229  =   0.99960385
 FQ0615!UTM  12      -   0.99969153  x   0.99963285  =   0.99932450
 FQ0615
 FQ0615|---------------------------------------------------------------------|
 FQ0615| PID    Reference Object                     Distance      Geod. Az  |
 FQ0615|                                                           dddmmss.s |
 FQ0615| CH3743 HIGHWAY 89 MP 434.45 RM 1            10.961 METERS 01450     |
 FQ0615| FQ0616 CONE                                APPROX. 5.3 KM 1851054.6 |
 FQ0615| CH3744 HIGHWAY 89 MP 434.45 RM 2            18.470 METERS 18933     |
 FQ0615|---------------------------------------------------------------------|
 FQ0615
 FQ0615                          SUPERSEDED SURVEY CONTROL
 FQ0615
 FQ0615  NAD 83(1986)-  35 25 41.39704(N)    111 34 07.53800(W) AD(       ) 2
 FQ0615  NAD 27      -  35 25 41.37270(N)    111 34 04.96914(W) AD(       ) 2
 FQ0615  NGVD 29 (07/19/86) 1987.9    (m)         6522.     (f) VERT ANG    3  
 FQ0615
 FQ0615.Superseded values are not recommended for survey control.
 FQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0615.See file dsdata.txt to determine how the superseded data were derived.
 FQ0615
 FQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4837120675(NAD 83)
 FQ0615_MARKER: DD = SURVEY DISK
 FQ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0615
 FQ0615  HISTORY     - Date     Condition        Report By
 FQ0615  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0615
 FQ0615                          STATION DESCRIPTION
 FQ0615
 FQ0615'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0615'THE STATION IS LOCATED ABOUT 20-1/2 MILES NORTH OF FLAGSTAFF,
 FQ0615'23 MILES SOUTH OF GRAY MOUNTAIN AND ALONG THE EAST SIDE OF
 FQ0615'U.S. HIGHWAY 89.
 FQ0615'
 FQ0615'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 434.45
 FQ0615'1321 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FQ0615'PROJECTS 6 INCHES.  THE MARK IS 973 FEET EAST OF THE CENTER LINE
 FQ0615'OF U.S. 89 AND 3 FEET WEST OF A WITNESS POST SET IN FENCE LINE.
 FQ0615'
 FQ0615'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, 1321 MP
 FQ0615'434.35 (NO DATE).  IT IS SET IN TOP OF A 6 INCH CONCRETE MONUMENT
 FQ0615'WHICH PROJECTS 6 INCHES.  IT IS 13 FEET NORTH OF THE RIGHT-OF-WAY
 FQ0615'FENCE CORNER.  2 FEET SOUTH OF RIGHT-OF-WAY ANGLE IRON AND 100
 FQ0615'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 FQ0615'
 FQ0615'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP
 FQ0615'434.45 1321 RM 2 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE
 FQ0615'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 99 FEET EAST OF THE
 FQ0615'CENTER LINE OF THE HIGHWAY AND 1.3 FEET WEST OF THE RIGHT-OF-WAY
 FQ0615'FENCE LINE.
 FQ0615'
 FQ0615'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0615'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO NORTH ALONG
 FQ0615'U.S. 89 FOR 13.9 MILES TO THE ENTRANCE TO SUNSET CRATER ON THE
 FQ0615'RIGHT, CONTINUE NORTH ALONG U.S. 89 FOR 4.1 MILES TO THE STATION
 FQ0615'ON THE RIGHT OF AN OFFSET ON FENCE LINE WHICH IS ABOUT 0.1 MILE
 FQ0615'NORTH OF A GRADED ROAD LEADING EAST.
 FQ0615'
 FQ0615'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0613 ***********************************************************************
 FQ0613  DESIGNATION -  HIGHWAY 89 MP 437.50
 FQ0613  PID         -  FQ0613
 FQ0613  STATE/COUNTY-  AZ/COCONINO
 FQ0613  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0613
 FQ0613                         *CURRENT SURVEY CONTROL
 FQ0613  ___________________________________________________________________
 FQ0613* NAD 83(1992)-  35 28 17.83980(N)    111 33 28.64587(W)     ADJUSTED  
 FQ0613* NAVD 88     -      1929.7    (meters)    6331.     (feet)  VERTCON   
 FQ0613  ___________________________________________________________________
 FQ0613  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 FQ0613  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0613  HORZ ORDER  -  SECOND
 FQ0613
 FQ0613.The horizontal coordinates were established by classical geodetic methods
 FQ0613.and adjusted by the National Geodetic Survey in August 1993.
 FQ0613
 FQ0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0613
 FQ0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0613
 FQ0613.The geoid height was determined by GEOID03.
 FQ0613
 FQ0613;                    North         East     Units Scale Factor Converg.
 FQ0613;SPC AZ C     -   495,952.194   245,913.750   MT  0.99991306   +0 12 29.4
 FQ0613;SPC AZ C     - 1,627,139.74    806,803.64   iFT  0.99991306   +0 12 29.4
 FQ0613;UTM  12      - 3,925,489.243   449,379.078   MT  0.99963158   -0 19 25.6
 FQ0613
 FQ0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0613!SPC AZ C     -   0.99970083  x   0.99991306  =   0.99961391
 FQ0613!UTM  12      -   0.99970083  x   0.99963158  =   0.99933252
 FQ0613
 FQ0613|---------------------------------------------------------------------|
 FQ0613| PID    Reference Object                     Distance      Geod. Az  |
 FQ0613|                                                           dddmmss.s |
 FQ0613| CH3745 HIGHWAY 89 MP 437.50 RM 1            10.490 METERS 01442     |
 FQ0613| CH3746 HIGHWAY 89 MP 437.50 RM 2             6.126 METERS 11631     |
 FQ0613| FQ0615 HIGHWAY 89 MP 434.45                APPROX. 4.9 KM 1913008.1 |
 FQ0613|---------------------------------------------------------------------|
 FQ0613
 FQ0613                          SUPERSEDED SURVEY CONTROL
 FQ0613
 FQ0613  NAD 83(1986)-  35 28 17.83759(N)    111 33 28.64349(W) AD(       ) 2
 FQ0613  NAD 27      -  35 28 17.81727(N)    111 33 26.07950(W) AD(       ) 2
 FQ0613  NGVD 29 (07/19/86) 1928.8    (m)         6328.     (f) VERT ANG    3  
 FQ0613
 FQ0613.Superseded values are not recommended for survey control.
 FQ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0613.See file dsdata.txt to determine how the superseded data were derived.
 FQ0613
 FQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4937925489(NAD 83)
 FQ0613_MARKER: DD = SURVEY DISK
 FQ0613_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0613+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 FQ0613
 FQ0613  HISTORY     - Date     Condition        Report By
 FQ0613  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0613  HISTORY     - 20050909 GOOD             USPSQD
 FQ0613  HISTORY     - 20060729 GOOD             USPSQD
 FQ0613
 FQ0613                          STATION DESCRIPTION
 FQ0613
 FQ0613'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0613'THE STATION IS ABOUT 20 MILES SOUTH OF GRAY MOUNTAIN AND 23 MILES
 FQ0613'NORTH OF FLAGSTAFF.  THE STATION IS ON THE SOUTH HIGH POINT OF
 FQ0613'CEDAR RIDGE ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 89.
 FQ0613'
 FQ0613'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 437.50
 FQ0613'1321 1973.  SET IN TOP OF A 16 X 20 INCH OUTCROP. THE MARK IS 61-1/2
 FQ0613'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 89, 10-1/2 FEET
 FQ0613'NORTHWEST OF TELEPHONE POLE 3 AND 5 FEET WEST OF THE EAST
 FQ0613'RIGHT-OF-WAY FENCE LINE.
 FQ0613'
 FQ0613'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 437.50
 FQ0613'1321 RM 1 1974.  SET IN TOP OF A 14 X 14 INCH OUTCROP WHICH PROJECTS
 FQ0613'3 INCHES, 65-1/2 FEET EAST OF THE CENTER LINE OF HIGHWAY, 39
 FQ0613'FEET NORTH OF THE TELEPHONE POLE AND 3/4 FOOT WEST OF THE FENCE
 FQ0613'LINE.
 FQ0613'
 FQ0613'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 437.50
 FQ0613'1321 RM 2 1974.  IT IS SET IN TOP OF A 24 X 40 INCH OUTCROP 14.5
 FQ0613'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND 9-1/2 FEET EAST
 FQ0613'OF THE TELEPHONE POLE.
 FQ0613'
 FQ0613'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0613'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO NORTH ALONG
 FQ0613'U.S. 89 FOR 21.3 MILES TO MILE POST 437, CONTINUE NORTH FOR 0.5
 FQ0613'MILE TO THE STATION ON RIGHT AT THE SOUTH EDGE OF THE MESA TYPE
 FQ0613'RIDGE.
 FQ0613'
 FQ0613'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0613
 FQ0613                          STATION RECOVERY (2005)
 FQ0613
 FQ0613'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 FQ0613'RECOVERED AS DESCRIBED
 FQ0613
 FQ0613                          STATION RECOVERY (2006)
 FQ0613
 FQ0613'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 FQ0613'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0612 ***********************************************************************
 FQ0612  DESIGNATION -  HIGHWAY 89 MP 438.55
 FQ0612  PID         -  FQ0612
 FQ0612  STATE/COUNTY-  AZ/COCONINO
 FQ0612  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0612
 FQ0612                         *CURRENT SURVEY CONTROL
 FQ0612  ___________________________________________________________________
 FQ0612* NAD 83(1992)-  35 29 11.49451(N)    111 33 20.18698(W)     ADJUSTED  
 FQ0612* NAVD 88     -      1908.4    (meters)    6261.     (feet)  VERTCON   
 FQ0612  ___________________________________________________________________
 FQ0612  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 FQ0612  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FQ0612  HORZ ORDER  -  SECOND
 FQ0612
 FQ0612.The horizontal coordinates were established by classical geodetic methods
 FQ0612.and adjusted by the National Geodetic Survey in August 1993.
 FQ0612
 FQ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0612
 FQ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0612
 FQ0612.The geoid height was determined by GEOID03.
 FQ0612
 FQ0612;                    North         East     Units Scale Factor Converg.
 FQ0612;SPC AZ C     -   497,606.416   246,120.943   MT  0.99991322   +0 12 34.6
 FQ0612;SPC AZ C     - 1,632,566.98    807,483.41   iFT  0.99991322   +0 12 34.6
 FQ0612;UTM  12      - 3,927,141.004   449,601.561   MT  0.99963130   -0 19 21.2
 FQ0612
 FQ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0612!SPC AZ C     -   0.99970417  x   0.99991322  =   0.99961742
 FQ0612!UTM  12      -   0.99970417  x   0.99963130  =   0.99933558
 FQ0612
 FQ0612|---------------------------------------------------------------------|
 FQ0612| PID    Reference Object                     Distance      Geod. Az  |
 FQ0612|                                                           dddmmss.s |
 FQ0612| CH3747 HIGHWAY 89 MP 438.55 RM 1             9.266 METERS 08302     |
 FQ0612| CH3748 HIGHWAY 89 MP 438.55 RM 2             9.780 METERS 20238     |
 FQ0612| FQ0614 KNOLL                               APPROX. 0.8 KM 2215922.5 |
 FQ0612|---------------------------------------------------------------------|
 FQ0612
 FQ0612                          SUPERSEDED SURVEY CONTROL
 FQ0612
 FQ0612  NAD 83(1986)-  35 29 11.49266(N)    111 33 20.18430(W) AD(       ) 2
 FQ0612  NAD 27      -  35 29 11.47345(N)    111 33 17.62209(W) AD(       ) 2
 FQ0612  NGVD 29 (07/19/86) 1907.5    (m)         6258.     (f) VERT ANG    3  
 FQ0612
 FQ0612.Superseded values are not recommended for survey control.
 FQ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0612.See file dsdata.txt to determine how the superseded data were derived.
 FQ0612
 FQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4960227141(NAD 83)
 FQ0612_MARKER: DD = SURVEY DISK
 FQ0612_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0612
 FQ0612  HISTORY     - Date     Condition        Report By
 FQ0612  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0612  HISTORY     - 1977     GOOD             NGS
 FQ0612
 FQ0612                          STATION DESCRIPTION
 FQ0612
 FQ0612'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0612'THE STATION IS LOCATED ABOUT 24-1/2 MILES NORTH OF FLAGSTAFF AND
 FQ0612'19 MILES SOUTH OF GRAY MOUNTAIN.  IT IS ON THE HIGH GROUND NEAR
 FQ0612'THE NORTH EDGE OF CEDAR RIDGE ON PROPERTY WHICH BELONGS TO THE
 FQ0612'HIGHWAY DEPARTMENT.
 FQ0612'
 FQ0612'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 438.55
 FQ0612'1321 1973.  IT IS SET IN TOP OF AN OUTCROP OF BEDROCK.  IT IS 56
 FQ0612'FEET EAST OF THE CENTER LINE OF U.S. 89, 11 FEET WEST OF THE
 FQ0612'RIGHT-OF-WAY FENCE LINE AND 5 FEET WEST OF A WITNESS POST.
 FQ0612'
 FQ0612'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 438.55
 FQ0612'1321 RM 1 1974.  IT IS SET IN TOP OF A 10 X 16 INCH OUTCROP WHICH
 FQ0612'PROJECTS 8 INCHES.  IT IS 85.6 FEET WEST OF THE CENTER LINE OF THE
 FQ0612'HIGHWAY AND 19 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.
 FQ0612'
 FQ0612'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, MP 438.55
 FQ0612'1321 RM 2 1974.  IT IS SET IN TOP OF A 2 X 4 FOOT OUTCROP WHICH
 FQ0612'PROJECTS 1/2 FOOT.  47-1/2 FEET EAST OF THE CENTER LINE OF U.S. 89
 FQ0612'AND 19 FEET WEST OF THE FENCE LINE.
 FQ0612'
 FQ0612'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0612'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO NORTH ALONG
 FQ0612'U.S. HIGHWAY 89 FOR 22 MILES TO MILE POST 438, CONTINUE NORTH FOR
 FQ0612'0.55 MILE TO THE STATION ON THE RIGHT.
 FQ0612'
 FQ0612'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0612
 FQ0612                          STATION RECOVERY (1977)
 FQ0612
 FQ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0612'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 FQ0612'CONDITION AS DESCRIBED IN 1974.
 FQ0612'
 FQ0612'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0612'
 FQ0612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0612'24-1/2 MILES N. OF FLAGSTAFF, ARIZ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0703 ***********************************************************************
 FQ0703  DESIGNATION -  HIGHWAY 89 MP 447.25
 FQ0703  PID         -  FQ0703
 FQ0703  STATE/COUNTY-  AZ/COCONINO
 FQ0703  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0703
 FQ0703                         *CURRENT SURVEY CONTROL
 FQ0703  ___________________________________________________________________
 FQ0703* NAD 83(1992)-  35 36 34.52234(N)    111 31 25.92415(W)     ADJUSTED  
 FQ0703* NAVD 88     -      1679.3    (meters)    5510.     (feet)  VERTCON   
 FQ0703  ___________________________________________________________________
 FQ0703  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 FQ0703  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FQ0703  HORZ ORDER  -  SECOND
 FQ0703
 FQ0703.The horizontal coordinates were established by classical geodetic methods
 FQ0703.and adjusted by the National Geodetic Survey in August 1993.
 FQ0703
 FQ0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0703
 FQ0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0703
 FQ0703.The geoid height was determined by GEOID03.
 FQ0703
 FQ0703;                    North         East     Units Scale Factor Converg.
 FQ0703;SPC AZ C     -   511,270.105   248,946.461   MT  0.99991560   +0 13 43.4
 FQ0703;SPC AZ C     - 1,677,395.36    816,753.48   iFT  0.99991560   +0 13 43.4
 FQ0703;UTM  12      - 3,940,773.935   452,553.208   MT  0.99962774   -0 18 18.1
 FQ0703
 FQ0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0703!SPC AZ C     -   0.99974018  x   0.99991560  =   0.99965581
 FQ0703!UTM  12      -   0.99974018  x   0.99962774  =   0.99936802
 FQ0703
 FQ0703:                Primary Azimuth Mark                     Grid Az
 FQ0703:SPC AZ C     -  HIGHWAY 89 MP 448.25                     007 14 43.3
 FQ0703:UTM  12      -  HIGHWAY 89 MP 448.25                     007 46 44.8
 FQ0703
 FQ0703|---------------------------------------------------------------------|
 FQ0703| PID    Reference Object                     Distance      Geod. Az  |
 FQ0703|                                                           dddmmss.s |
 FQ0703| FQ0701 HIGHWAY 89 MP 448.25                APPROX. 1.7 KM 0072826.7 |
 FQ0703| FQ0702 HANK                                219.641 METERS 06414     |
 FQ0703|---------------------------------------------------------------------|
 FQ0703
 FQ0703                          SUPERSEDED SURVEY CONTROL
 FQ0703
 FQ0703  NAD 83(1986)-  35 36 34.52168(N)    111 31 25.92119(W) AD(       ) 2
 FQ0703  NAD 27      -  35 36 34.51427(N)    111 31 23.37667(W) AD(       ) 2
 FQ0703  NGVD 29 (07/19/86) 1678.4    (m)         5507.     (f) VERT ANG    3  
 FQ0703
 FQ0703.Superseded values are not recommended for survey control.
 FQ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0703.See file dsdata.txt to determine how the superseded data were derived.
 FQ0703
 FQ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5255340774(NAD 83)
 FQ0703_MARKER: DD = SURVEY DISK
 FQ0703_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0703_SP_SET: SET IN ROCK OUTCROP
 FQ0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0703+STABILITY: POSITION/ELEVATION WELL
 FQ0703
 FQ0703  HISTORY     - Date     Condition        Report By
 FQ0703  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0703
 FQ0703                          STATION DESCRIPTION
 FQ0703
 FQ0703'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0703'THE STATION IS ABOUT 29 MILES NORTH OF FLAGSTAFF ON HWY. 89.
 FQ0703'
 FQ0703'THE STATION IS A ARIZONA HWY. DIVISION BRASS CAP STAMPED P AND M
 FQ0703'1321 MP 447.27 1973 AND IS EPOXIED IN A ROCK.
 FQ0703'
 FQ0703'STATION IS 72 FEET EAST OF HWY. CENTERLINE, 5 FEET NORTHEAST OF
 FQ0703'P AND M WITNESS POST AND SIGN, 2 FEET WEST OF RIGHT-OF-WAY FENCE.
 FQ0703'
 FQ0703'NO REFERENCE OR AZIMUTH MARKS SET.
 FQ0703'
 FQ0703'TO REACH STATION FROM FLAGSTAFF, GO NORTH ON HWY. 89 TO MILE POST
 FQ0703'447.25 AND STATION 72 FEET EAST OF HWY.
 FQ0703'
 FQ0703'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0701 ***********************************************************************
 FQ0701  DESIGNATION -  HIGHWAY 89 MP 448.25
 FQ0701  PID         -  FQ0701
 FQ0701  STATE/COUNTY-  AZ/COCONINO
 FQ0701  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0701
 FQ0701                         *CURRENT SURVEY CONTROL
 FQ0701  ___________________________________________________________________
 FQ0701* NAD 83(1992)-  35 37 28.14565(N)    111 31 17.30785(W)     ADJUSTED  
 FQ0701* NAVD 88     -      1664.9    (meters)    5462.     (feet)  VERTCON   
 FQ0701  ___________________________________________________________________
 FQ0701  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FQ0701  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FQ0701  HORZ ORDER  -  SECOND
 FQ0701
 FQ0701.The horizontal coordinates were established by classical geodetic methods
 FQ0701.and adjusted by the National Geodetic Survey in August 1993.
 FQ0701
 FQ0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0701
 FQ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0701
 FQ0701.The geoid height was determined by GEOID03.
 FQ0701
 FQ0701;                    North         East     Units Scale Factor Converg.
 FQ0701;SPC AZ C     -   512,923.490   249,156.661   MT  0.99991579   +0 13 48.7
 FQ0701;SPC AZ C     - 1,682,819.85    817,443.11   iFT  0.99991579   +0 13 48.7
 FQ0701;UTM  12      - 3,942,424.814   452,778.739   MT  0.99962748   -0 18 13.5
 FQ0701
 FQ0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0701!SPC AZ C     -   0.99974245  x   0.99991579  =   0.99965826
 FQ0701!UTM  12      -   0.99974245  x   0.99962748  =   0.99937003
 FQ0701
 FQ0701:                Primary Azimuth Mark                     Grid Az
 FQ0701:SPC AZ C     -  HANK                                     180 28 16.8
 FQ0701:UTM  12      -  HANK                                     181 00 19.0
 FQ0701
 FQ0701|---------------------------------------------------------------------|
 FQ0701| PID    Reference Object                     Distance      Geod. Az  |
 FQ0701|                                                           dddmmss.s |
 FQ0701| FQ0702 HANK                                APPROX. 1.6 KM 1804205.5 |
 FQ0701|---------------------------------------------------------------------|
 FQ0701
 FQ0701                          SUPERSEDED SURVEY CONTROL
 FQ0701
 FQ0701  NAD 83(1986)-  35 37 28.14505(N)    111 31 17.30496(W) AD(       ) 2
 FQ0701  NAD 27      -  35 37 28.13919(N)    111 31 14.76273(W) AD(       ) 2
 FQ0701  NGVD 29 (07/19/86) 1664.0    (m)         5459.     (f) VERT ANG    3  
 FQ0701
 FQ0701.Superseded values are not recommended for survey control.
 FQ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0701.See file dsdata.txt to determine how the superseded data were derived.
 FQ0701
 FQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5277942425(NAD 83)
 FQ0701_MARKER: DD = SURVEY DISK
 FQ0701_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0701_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0701+STABILITY: POSITION/ELEVATION WELL
 FQ0701
 FQ0701  HISTORY     - Date     Condition        Report By
 FQ0701  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0701
 FQ0701                          STATION DESCRIPTION
 FQ0701
 FQ0701'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0701'THE STATION IS ABOUT 30 MILES NORTH OF FLAGSTAFF ON HWY. 89.
 FQ0701'
 FQ0701'THE STATION IS A ARIZONA HWY. DIVISION BRASS CAP STAMPED P AND M
 FQ0701'1321 MP 448.25 1973 AND EPOXIED ON A ROCK.  STATION IS 73 FEET
 FQ0701'WEST OF CENTERLINE OF HWY. 89, 2 FEET EAST OF RIGHT OF WAY FENCE,
 FQ0701'ON ELONGATION OF FENCE TO THE WEST, 2.5 FEET NORTHEAST OF P AND M
 FQ0701'WITNESS SIGN POST.
 FQ0701'
 FQ0701'NO REFERENCE MARKS OR AZIMUTH MARK SET.
 FQ0701'
 FQ0701'TO REACH STATION FROM FLAGSTAFF, GO NORTH ON HWY. 89 TO MILE POST
 FQ0701'448.25 AND STATION 73 FEET WEST OF HWY.
 FQ0701'
 FQ0701'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0581 ***********************************************************************
 FQ0581  DESIGNATION -  HIGHWAY 89 MP 463.40
 FQ0581  PID         -  FQ0581
 FQ0581  STATE/COUNTY-  AZ/COCONINO
 FQ0581  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0581
 FQ0581                         *CURRENT SURVEY CONTROL
 FQ0581  ___________________________________________________________________
 FQ0581* NAD 83(1992)-  35 49 54.04858(N)    111 26 13.35218(W)     ADJUSTED  
 FQ0581* NAVD 88     -      1380.5    (meters)    4529.     (feet)  VERTCON   
 FQ0581  ___________________________________________________________________
 FQ0581  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FQ0581  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0581  HORZ ORDER  -  SECOND
 FQ0581
 FQ0581.The horizontal coordinates were established by classical geodetic methods
 FQ0581.and adjusted by the National Geodetic Survey in August 1993.
 FQ0581
 FQ0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0581
 FQ0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0581
 FQ0581.The geoid height was determined by GEOID03.
 FQ0581
 FQ0581;                    North         East     Units Scale Factor Converg.
 FQ0581;SPC AZ C     -   535,944.594   256,692.240   MT  0.99992313   +0 16 50.8
 FQ0581;SPC AZ C     - 1,758,348.41    842,166.14   iFT  0.99992313   +0 16 50.8
 FQ0581;UTM  12      - 3,965,367.718   460,526.765   MT  0.99961920   -0 15 21.1
 FQ0581
 FQ0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0581!SPC AZ C     -   0.99978715  x   0.99992313  =   0.99971029
 FQ0581!UTM  12      -   0.99978715  x   0.99961920  =   0.99940643
 FQ0581
 FQ0581:                Primary Azimuth Mark                     Grid Az
 FQ0581:SPC AZ C     -  HIGHWAY 89 MP 464.30                     013 15 40.4
 FQ0581:UTM  12      -  HIGHWAY 89 MP 464.30                     013 47 52.3
 FQ0581
 FQ0581|---------------------------------------------------------------------|
 FQ0581| PID    Reference Object                     Distance      Geod. Az  |
 FQ0581|                                                           dddmmss.s |
 FQ0581| FQ0579 HIGHWAY 89 MP 464.30                APPROX. 1.4 KM 0133231.2 |
 FQ0581| FQ0582 BURRO                               220.917 METERS 22150     |
 FQ0581|---------------------------------------------------------------------|
 FQ0581
 FQ0581                          SUPERSEDED SURVEY CONTROL
 FQ0581
 FQ0581  NAD 83(1986)-  35 49 54.04956(N)    111 26 13.34893(W) AD(       ) 2
 FQ0581  NAD 27      -  35 49 54.06403(N)    111 26 10.83674(W) AD(       ) 2
 FQ0581  NGVD 29 (07/19/86) 1379.6    (m)         4526.     (f) VERT ANG    3  
 FQ0581
 FQ0581.Superseded values are not recommended for survey control.
 FQ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0581.See file dsdata.txt to determine how the superseded data were derived.
 FQ0581
 FQ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6052765368(NAD 83)
 FQ0581_MARKER: DD = SURVEY DISK
 FQ0581_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0581_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0581+STABILITY: POSITION/ELEVATION WELL
 FQ0581
 FQ0581  HISTORY     - Date     Condition        Report By
 FQ0581  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0581
 FQ0581                          STATION DESCRIPTION
 FQ0581
 FQ0581'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0581'THE STATION IS ABOUT 6.4 MILES NORTH OF GRAY MOUNTAIN, ARIZONA, ON
 FQ0581'EAST SIDE OF U.S. HWY. 89.
 FQ0581'
 FQ0581'THE STATION IS A ARIZONA HWY. DIVISION BRASS CAP EPOXIED TO
 FQ0581'A 1X3X4 FOOT TRIANGULAR CHUNK OF BEDROCK, STAMPED P AND M 1321
 FQ0581'M P 463.40 1974.  STATION IS 150 FEET EAST OF CENTERLINE OF
 FQ0581'HWY. 89, 75 FEET EAST OF R/W FENCE, 40 FEET S.E. OF WOOD POWER
 FQ0581'POLE 14, 35 FEET WNW OF TOP OF HILL, ABOUT 30 FEET HIGHER THAN
 FQ0581'ROAD.  A P AND M WITNESS SIGN POST IS 5 FEET EAST IN 3X3 FOOT
 FQ0581'HIGH ROCK CAIRN.  ALSO STATION IS EAST OF ENTRANCE TO LARGE POWER
 FQ0581'SUBSTATION.
 FQ0581'
 FQ0581'NO REFERENCE OR AZIMUTH MARKS SET.
 FQ0581'
 FQ0581'TO REACH STATION FROM FLAGSTAFF, GO NORTH ON HWY. 89 TO
 FQ0581'M.P. 463.40 AND STATION 150 FEET EAST OF HWY. ON TOP OF HILL.
 FQ0581'
 FQ0581'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0579 ***********************************************************************
 FQ0579  DESIGNATION -  HIGHWAY 89 MP 464.30
 FQ0579  PID         -  FQ0579
 FQ0579  STATE/COUNTY-  AZ/COCONINO
 FQ0579  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0579
 FQ0579                         *CURRENT SURVEY CONTROL
 FQ0579  ___________________________________________________________________
 FQ0579* NAD 83(1992)-  35 50 39.29588(N)    111 25 59.96723(W)     ADJUSTED  
 FQ0579* NAVD 88     -      1363.6    (meters)    4474.     (feet)  VERTCON   
 FQ0579  ___________________________________________________________________
 FQ0579  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 FQ0579  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0579  HORZ ORDER  -  SECOND
 FQ0579
 FQ0579.The horizontal coordinates were established by classical geodetic methods
 FQ0579.and adjusted by the National Geodetic Survey in August 1993.
 FQ0579
 FQ0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0579
 FQ0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0579
 FQ0579.The geoid height was determined by GEOID03.
 FQ0579
 FQ0579;                    North         East     Units Scale Factor Converg.
 FQ0579;SPC AZ C     -   537,340.695   257,021.266   MT  0.99992348   +0 16 59.0
 FQ0579;SPC AZ C     - 1,762,928.79    843,245.62   iFT  0.99992348   +0 16 59.0
 FQ0579;UTM  12      - 3,966,760.251   460,868.750   MT  0.99961887   -0 15 13.5
 FQ0579
 FQ0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0579!SPC AZ C     -   0.99978980  x   0.99992348  =   0.99971330
 FQ0579!UTM  12      -   0.99978980  x   0.99961887  =   0.99940875
 FQ0579
 FQ0579:                Primary Azimuth Mark                     Grid Az
 FQ0579:SPC AZ C     -  TAPPAN                                   027 50 54.0
 FQ0579:UTM  12      -  TAPPAN                                   028 23 06.5
 FQ0579
 FQ0579|---------------------------------------------------------------------|
 FQ0579| PID    Reference Object                     Distance      Geod. Az  |
 FQ0579|                                                           dddmmss.s |
 FQ0579| FQ0578 TAPPAN                              APPROX. 0.8 KM 0280753.0 |
 FQ0579|---------------------------------------------------------------------|
 FQ0579
 FQ0579                          SUPERSEDED SURVEY CONTROL
 FQ0579
 FQ0579  NAD 83(1986)-  35 50 39.29679(N)    111 25 59.96384(W) AD(       ) 2
 FQ0579  NAD 27      -  35 50 39.31180(N)    111 25 57.45299(W) AD(       ) 2
 FQ0579  NGVD 29 (07/19/86) 1362.7    (m)         4471.     (f) VERT ANG    3  
 FQ0579
 FQ0579.Superseded values are not recommended for survey control.
 FQ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0579.See file dsdata.txt to determine how the superseded data were derived.
 FQ0579
 FQ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6086966760(NAD 83)
 FQ0579_MARKER: DD = SURVEY DISK
 FQ0579_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0579_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0579+STABILITY: POSITION/ELEVATION WELL
 FQ0579
 FQ0579  HISTORY     - Date     Condition        Report By
 FQ0579  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0579
 FQ0579                          STATION DESCRIPTION
 FQ0579
 FQ0579'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0579'THE STATION IS ABOUT 7.3 MILES NORTH OF GRAY MOUNTAIN, ARIZONA, ON
 FQ0579'EAST SIDE OF U.S. HWY. 89.
 FQ0579'
 FQ0579'THE STATION IS A ARIZONA HIGHWAY DIVISION BRASS CAP EPOXIED IN
 FQ0579'A SANDSTONE BEDROCK FLUSH WITH GROUND STAMPED P AND M 1321 MP
 FQ0579'464.30 1974.  STATION IS 70 FEET EAST OF HWY. CENTERLINE, 3 FEET
 FQ0579'WEST OF R/W FENCE, ABOUT 3 FEET HIGHER THAN ROAD.  A P AND M
 FQ0579'WITNESS SIGN IS 10 FEET SSE ON WOOD FENCE POST.  NO REFERNCE OR
 FQ0579'AZIMUTH MARKS SET.
 FQ0579'
 FQ0579'TO REACH STATION FROM FLAGSTAFF, GO NORTH ON HWY. 89 TO
 FQ0579'M.P. 464.30 AND STATION 70 FEET EAST OF HWY.
 FQ0579'
 FQ0579'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0574 ***********************************************************************
 CG0574  DESIGNATION -  HIGHWAY 89 STA 1311+72.75
 CG0574  PID         -  CG0574
 CG0574  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0574  USGS QUAD   -  AMADO (1981)
 CG0574
 CG0574                         *CURRENT SURVEY CONTROL
 CG0574  ___________________________________________________________________
 CG0574* NAD 83(1986)-  31 39 09.     (N)    111 03 35.     (W)     SCALED    
 CG0574* NAVD 88     -       966.64   (+/-2cm)    3171.4    (feet)  VERTCON   
 CG0574  ___________________________________________________________________
 CG0574  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0574
 CG0574.The horizontal coordinates were scaled from a topographic map and have
 CG0574.an estimated accuracy of +/- 6 seconds.
 CG0574
 CG0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0574.The vertical order pertains to the NGVD 29 superseded value.
 CG0574
 CG0574.The geoid height was determined by GEOID03.
 CG0574
 CG0574;                    North         East    Units  Estimated Accuracy
 CG0574;SPC AZ C     -    72,660.      294,630.      MT  (+/- 180 meters Scaled)
 CG0574
 CG0574                          SUPERSEDED SURVEY CONTROL
 CG0574
 CG0574  NGVD 29 (??/??/92)  965.828  (m)         3168.72   (f) ADJ UNCH    2 0
 CG0574
 CG0574.Superseded values are not recommended for survey control.
 CG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0574.See file dsdata.txt to determine how the superseded data were derived.
 CG0574
 CG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943019(NAD 83)
 CG0574_MARKER: DD = SURVEY DISK
 CG0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0574_SP_SET: CULVERT
 CG0574_STAMPING: 1311+72.75 3168.81 1952
 CG0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0574
 CG0574  HISTORY     - Date     Condition        Report By
 CG0574  HISTORY     - 1952     MONUMENTED       AZHD
 CG0574  HISTORY     - 1962     GOOD             NGS
 CG0574  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0574  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0574
 CG0574                          STATION DESCRIPTION
 CG0574
 CG0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0574'5.1 MI S FROM AMADO.
 CG0574'5.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0574'25.4 FEET EAST OF THE CENTER OF U.S. HIGHWAY 89, AN AHD DISK SET IN A
 CG0574'DRILLHOLE IN THE EAST HEADWALL OF A CONCRETE CULVERT.
 CG0574
 CG0574                          STATION RECOVERY (1979)
 CG0574
 CG0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0574'MARK NOT FOUND.
 CG0574
 CG0574                          STATION RECOVERY (1980)
 CG0574
 CG0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0574'BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE I-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0242 ***********************************************************************
 GP0242  DESIGNATION -  HIGHWAY 89 STA 139+35.2
 GP0242  PID         -  GP0242
 GP0242  STATE/COUNTY-  AZ/COCONINO
 GP0242  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0242
 GP0242                         *CURRENT SURVEY CONTROL
 GP0242  ___________________________________________________________________
 GP0242* NAD 83(1986)-  36 48 16.     (N)    111 40 24.     (W)     SCALED    
 GP0242* NAVD 88     -      1125.688  (meters)    3693.19   (feet)  POSTED    
 GP0242  ___________________________________________________________________
 GP0242  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GP0242  DYNAMIC HT  -        1124.410 (meters)    3689.00  (feet)  COMP
 GP0242  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 GP0242
 GP0242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0242
 GP0242.The horizontal coordinates were scaled from a topographic map and have
 GP0242.an estimated accuracy of +/- 6 seconds.
 GP0242
 GP0242.The orthometric height was determined by differential leveling
 GP0242.and adjusted by the  in 1992.
 GP0242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0242.rate of 0.0 thru 1.0 mm/km.
 GP0242
 GP0242.The geoid height was determined by GEOID03.
 GP0242
 GP0242.The dynamic height is computed by dividing the NAVD 88
 GP0242.geopotential number by the normal gravity value computed on the
 GP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0242.degrees latitude (g = 980.6199 gals.).
 GP0242
 GP0242.The modeled gravity was interpolated from observed gravity values.
 GP0242
 GP0242;                    North         East    Units  Estimated Accuracy
 GP0242;SPC AZ C     -   643,800.      235,070.      MT  (+/- 180 meters Scaled)
 GP0242
 GP0242                          SUPERSEDED SURVEY CONTROL
 GP0242
 GP0242  NGVD 29 (??/??/92) 1124.811  (m)         3690.32   (f) ADJ UNCH    1 2
 GP0242
 GP0242.Superseded values are not recommended for survey control.
 GP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0242.See file dsdata.txt to determine how the superseded data were derived.
 GP0242
 GP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF399733(NAD 83)
 GP0242_MARKER: DD = SURVEY DISK
 GP0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0242+STABILITY: SURFACE MOTION
 GP0242
 GP0242  HISTORY     - Date     Condition        Report By
 GP0242  HISTORY     - UNK      MONUMENTED       AZHD
 GP0242  HISTORY     - 1933     GOOD             NGS
 GP0242
 GP0242                          STATION DESCRIPTION
 GP0242
 GP0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GP0242'2.2 MI SW FROM MARBLE CANYON.
 GP0242'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0242'MARBLE CANYON, COCONINO COUNTY, AT STATION 139+35.2, 48 FEET NORTH OF
 GP0242'THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF THE RIGHT-OF-WAY
 GP0242'POST.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, SET IN THE
 GP0242'TOP OF A CONCRETE POST BEARING THE MARKER FAP E-95-D FLP E-4-B.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0243 ***********************************************************************
 GP0243  DESIGNATION -  HIGHWAY 89 STA 188+08
 GP0243  PID         -  GP0243
 GP0243  STATE/COUNTY-  AZ/COCONINO
 GP0243  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0243
 GP0243                         *CURRENT SURVEY CONTROL
 GP0243  ___________________________________________________________________
 GP0243* NAD 83(1986)-  36 47 31.     (N)    111 40 58.     (W)     SCALED    
 GP0243* NAVD 88     -      1154.93   (+/-2cm)    3789.1    (feet)  VERTCON   
 GP0243  ___________________________________________________________________
 GP0243  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0243  VERT ORDER  -  ? (See Below)
 GP0243
 GP0243.The horizontal coordinates were scaled from a topographic map and have
 GP0243.an estimated accuracy of +/- 6 seconds.
 GP0243
 GP0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0243.The vertical order pertains to the NGVD 29 superseded value.
 GP0243
 GP0243.The geoid height was determined by GEOID03.
 GP0243
 GP0243;                    North         East    Units  Estimated Accuracy
 GP0243;SPC AZ C     -   642,410.      234,230.      MT  (+/- 180 meters Scaled)
 GP0243
 GP0243                          SUPERSEDED SURVEY CONTROL
 GP0243
 GP0243  NGVD 29 (??/??/92) 1154.048  (m)         3786.24   (f) ADJ UNCH    ?  
 GP0243
 GP0243.Superseded values are not recommended for survey control.
 GP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0243.See file dsdata.txt to determine how the superseded data were derived.
 GP0243
 GP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF390720(NAD 83)
 GP0243_MARKER: DD = SURVEY DISK
 GP0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0243+STABILITY: SURFACE MOTION
 GP0243
 GP0243  HISTORY     - Date     Condition        Report By
 GP0243  HISTORY     - UNK      MONUMENTED       AZHD
 GP0243  HISTORY     - 1933     GOOD             NGS
 GP0243
 GP0243                          STATION DESCRIPTION
 GP0243
 GP0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GP0243'3.2 MI SW FROM MARBLE CANYON.
 GP0243'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 GP0243'MARBLE CANYON, COCONINO COUNTY, AT STATION 188+08, 50 FEET NORTH OF
 GP0243'THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF THE RIGHT-OF-WAY
 GP0243'POST.  AN ARIZONA STATE HIGHWAY DEPARTMENT STANDARD DISK, SET IN THE
 GP0243'TOP OF A CONCRETE POST BEARING THE MARKER FAP E-95-D FLP E-4-A.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1081 ***********************************************************************
 CG1081  DESIGNATION -  HIGHWAY 89 STA 1901+0634 2966.95
 CG1081  PID         -  CG1081
 CG1081  STATE/COUNTY-  AZ/PIMA
 CG1081  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1081
 CG1081                         *CURRENT SURVEY CONTROL
 CG1081  ___________________________________________________________________
 CG1081* NAD 83(1992)-  31 48 16.27934(N)    111 00 48.42928(W)     NO CHECK  
 CG1081* NAVD 88     -       905.1    (meters)    2969.     (feet)  VERTCON   
 CG1081  ___________________________________________________________________
 CG1081  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CG1081  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG1081  HORZ ORDER  -  THIRD
 CG1081
 CG1081.The horizontal coordinates were established by classical geodetic methods
 CG1081.and adjusted by the National Geodetic Survey in August 1993.
 CG1081.No horizontal observational check was made to the station.
 CG1081
 CG1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1081
 CG1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1081
 CG1081.The geoid height was determined by GEOID03.
 CG1081
 CG1081;                    North         East     Units Scale Factor Converg.
 CG1081;SPC AZ C     -    89,548.871   298,881.147   MT  0.99999017   +0 28 33.8
 CG1081;SPC AZ C     -   293,795.51    980,581.19   iFT  0.99999017   +0 28 33.8
 CG1081;UTM  12      - 3,518,768.849   498,726.644   MT  0.99960002   -0 00 25.5
 CG1081
 CG1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1081!SPC AZ C     -   0.99986254  x   0.99999017  =   0.99985271
 CG1081!UTM  12      -   0.99986254  x   0.99960002  =   0.99946262
 CG1081
 CG1081:                Primary Azimuth Mark                     Grid Az
 CG1081:SPC AZ C     -  LABOR 2                                  013 45 49.5
 CG1081:UTM  12      -  LABOR 2                                  014 14 48.8
 CG1081
 CG1081|---------------------------------------------------------------------|
 CG1081| PID    Reference Object                     Distance      Geod. Az  |
 CG1081|                                                           dddmmss.s |
 CG1081| CG1080 LABOR 2                             APPROX. 0.6 KM 0141423.3 |
 CG1081|---------------------------------------------------------------------|
 CG1081
 CG1081                          SUPERSEDED SURVEY CONTROL
 CG1081
 CG1081  NAD 83(1986)-  31 48 16.27280(N)    111 00 48.42530(W) AD(       ) 3
 CG1081  NAD 27      -  31 48 15.96589(N)    111 00 46.09747(W) AD(       ) 3
 CG1081  NGVD 29 (07/19/86)  904.3    (m)         2967.     (f) VERT ANG    3  
 CG1081
 CG1081.Superseded values are not recommended for survey control.
 CG1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1081.See file dsdata.txt to determine how the superseded data were derived.
 CG1081
 CG1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9872718769(NAD 83)
 CG1081_MARKER: DD = SURVEY DISK
 CG1081_SETTING: 0 = UNSPECIFIED SETTING
 CG1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG1081
 CG1081  HISTORY     - Date     Condition        Report By
 CG1081  HISTORY     - 1976     MONUMENTED       AZHD
 CG1081
 CG1081                          STATION DESCRIPTION
 CG1081
 CG1081'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1976 (CN)
 CG1081'AN AHD DISK STAMPED 2966-95 1901-0634 53 AND IS SET IN A DRILL
 CG1081'HOLE IN THE WEST HEADWALL OF A BRIDGE ON HWY. 89, 21 FEET WEST OF
 CG1081'THE CENTER OF U.S. 89 AND 4 FEET SOUTH OF THE END OF THE GUARD
 CG1081'RAIL.
 CG1081'
 CG1081'TO REACH THE STATION FROM THE POST OFFICE IN AMADO, GO NORTH ALONG
 CG1081'I-10 ABOUT 6.2 MILES TO THE TOP OF A HILL AND THE STATION ON THE
 CG1081'WEST SIDE OF THE HIGHWAY.
 CG1081'
 CG1081'NOTE--I-10 IS UNDER CONSTRUCTION AT THIS TIME AND THE ROUTE TO
 CG1081'THE STATION IS ONLY APPROXIMATE.
 CG1081'
 CG1081'NEAREST TOWN--AMADO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0613 ***********************************************************************
 GP0613  DESIGNATION -  HIGHWAY 89 STA 3551+15
 GP0613  PID         -  GP0613
 GP0613  STATE/COUNTY-  AZ/COCONINO
 GP0613  USGS QUAD   -  LEES FERRY (1985)
 GP0613
 GP0613                         *CURRENT SURVEY CONTROL
 GP0613  ___________________________________________________________________
 GP0613* NAD 83(1992)-  36 46 22.43989(N)    111 37 14.93862(W)     ADJUSTED  
 GP0613* NAVD 88     -      1214.     (meters)    3983.     (feet)  SCALED    
 GP0613  ___________________________________________________________________
 GP0613  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 GP0613  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0613  HORZ ORDER  -  SECOND
 GP0613
 GP0613.The horizontal coordinates were established by classical geodetic methods
 GP0613.and adjusted by the National Geodetic Survey in August 1993.
 GP0613
 GP0613.The orthometric height was scaled from a topographic map.
 GP0613
 GP0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0613
 GP0613.The geoid height was determined by GEOID03.
 GP0613
 GP0613;                    North         East     Units Scale Factor Converg.
 GP0613;SPC AZ C     -   640,310.893   239,769.641   MT  0.99990859   +0 10 37.6
 GP0613;SPC AZ C     - 2,100,757.52    786,645.80   iFT  0.99990859   +0 10 37.6
 GP0613;UTM  12      - 4,069,859.594   444,598.055   MT  0.99963781   -0 22 18.0
 GP0613
 GP0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0613!SPC AZ C     -   0.99981318  x   0.99990859  =   0.99972179
 GP0613!UTM  12      -   0.99981318  x   0.99963781  =   0.99945106
 GP0613
 GP0613                          SUPERSEDED SURVEY CONTROL
 GP0613
 GP0613  NAD 83(1986)-  36 46 22.43785(N)    111 37 14.93771(W) AD(       ) 2
 GP0613  NAD 27      -  36 46 22.48100(N)    111 37 12.36500(W) AD(       ) 2
 GP0613
 GP0613.Superseded values are not recommended for survey control.
 GP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0613.See file dsdata.txt to determine how the superseded data were derived.
 GP0613
 GP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4459869860(NAD 83)
 GP0613_MARKER: U = CONCRETE POST
 GP0613_SETTING: 0 = UNSPECIFIED SETTING
 GP0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0613
 GP0613  HISTORY     - Date     Condition        Report By
 GP0613  HISTORY     - 1934     MONUMENTED       CGS
 GP0613
 GP0613                          STATION DESCRIPTION
 GP0613
 GP0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0613'STATION NAVAJO SPRING IS, 3.3 MILES SOUTH OF MARBLE CANYON BRIDGE
 GP0613'ACROSS COLORADO RIVER, MEASURED ALONG U.S. HIGHWAY 89, 54 FEET EAST OF
 GP0613'CENTER OF HIGHWAY, AND ABOUT 3/4 MILE WEST OF FOOT OF ROCKY BLUFFS
 GP0613'EXTENDING SOUTH FROM COLORADO RIVER CROSSING AT MARBLE CANYON.
 GP0613'
 GP0613'REACHED FROM MARBLE CANYON BRIDGE BY TAKING U.S. HIGHWAY
 GP0613'89 SOUTH FOR 3.3 MILES TO STATION.
 GP0613'
 GP0613'HIGHWAY STATION MARK, A 6- BY 6-INCH CONCRETE POST, PROJECTING
 GP0613'ABOUT 2 FEET ABOVE GROUND, PAINTED STATION 3551 + 15, LYING
 GP0613'214.8 FEET SOUTHEAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0092 ***********************************************************************
 GR0092  DESIGNATION -  HIGHWAY 91 STA 0+00
 GR0092  PID         -  GR0092
 GR0092  STATE/COUNTY-  AZ/MOHAVE
 GR0092  USGS QUAD   -  MESQUITE (1985)
 GR0092
 GR0092                         *CURRENT SURVEY CONTROL
 GR0092  ___________________________________________________________________
 GR0092* NAD 83(1986)-  36 48 59.     (N)    114 02 59.     (W)     SCALED    
 GR0092* NAVD 88     -       541.650  (meters)    1777.06   (feet)  POSTED    
 GR0092  ___________________________________________________________________
 GR0092  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GR0092  DYNAMIC HT  -         541.110 (meters)    1775.29  (feet)  COMP
 GR0092  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 GR0092
 GR0092  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GR0092
 GR0092.The horizontal coordinates were scaled from a topographic map and have
 GR0092.an estimated accuracy of +/- 6 seconds.
 GR0092
 GR0092.The orthometric height was determined by differential leveling
 GR0092.and adjusted by the  in 1992.
 GR0092.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GR0092.rate of 3.1 thru 4.0 mm/km.
 GR0092
 GR0092.The geoid height was determined by GEOID03.
 GR0092
 GR0092.The dynamic height is computed by dividing the NAVD 88
 GR0092.geopotential number by the normal gravity value computed on the
 GR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0092.degrees latitude (g = 980.6199 gals.).
 GR0092
 GR0092.The modeled gravity was interpolated from observed gravity values.
 GR0092
 GR0092;                    North         East    Units  Estimated Accuracy
 GR0092;SPC AZ W     -   645,160.      186,620.      MT  (+/- 180 meters Scaled)
 GR0092
 GR0092                          SUPERSEDED SURVEY CONTROL
 GR0092
 GR0092  NGVD 29 (??/??/92)  540.937  (m)         1774.72   (f) ADJ UNCH    1 1
 GR0092
 GR0092.Superseded values are not recommended for survey control.
 GR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0092.See file dsdata.txt to determine how the superseded data were derived.
 GR0092
 GR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA631785(NAD 83)
 GR0092_MARKER: DD = SURVEY DISK
 GR0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0092_STAMPING: O - 00
 GR0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0092+STABILITY: SURFACE MOTION
 GR0092
 GR0092  HISTORY     - Date     Condition        Report By
 GR0092  HISTORY     - UNK      MONUMENTED       AZHD
 GR0092  HISTORY     - 1957     GOOD             NGS
 GR0092  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0092
 GR0092                          STATION DESCRIPTION
 GR0092
 GR0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0092'1.5 MI NE FROM MESQUITE, NV.
 GR0092'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0092'MESQUITE, ON THE NEVADA-ARIZONA STATE LINE, IN THE CONCRETE BASE OF A
 GR0092'F.A.P. SIGN, 17 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 2.4 FEET
 GR0092'NORTHEAST OF A TRIANGULAR CONCRETE POST PROJECTING 18 INCHES.
 GR0092
 GR0092                          STATION RECOVERY (1982)
 GR0092
 GR0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0092'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0093 ***********************************************************************
 GR0093  DESIGNATION -  HIGHWAY 91 STA 31+40.0
 GR0093  PID         -  GR0093
 GR0093  STATE/COUNTY-  AZ/MOHAVE
 GR0093  USGS QUAD   -  MESQUITE (1985)
 GR0093
 GR0093                         *CURRENT SURVEY CONTROL
 GR0093  ___________________________________________________________________
 GR0093* NAD 83(1986)-  36 49 11.     (N)    114 02 24.     (W)     SCALED    
 GR0093* NAVD 88     -       518.606  (meters)    1701.46   (feet)  ADJUSTED  
 GR0093  ___________________________________________________________________
 GR0093  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 GR0093  DYNAMIC HT  -         518.085 (meters)    1699.75  (feet)  COMP
 GR0093  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 GR0093  OBS GRAVITY -     979,615.8   (mgal)                       GRAV_OBS
 GR0093
 GR0093  VERT ORDER  -  FIRST     CLASS I
 GR0093
 GR0093.The horizontal coordinates were scaled from a topographic map and have
 GR0093.an estimated accuracy of +/- 6 seconds.
 GR0093
 GR0093.The orthometric height was determined by differential leveling
 GR0093.and adjusted in June 1991.
 GR0093
 GR0093.The geoid height was determined by GEOID03.
 GR0093
 GR0093.The dynamic height is computed by dividing the NAVD 88
 GR0093.geopotential number by the normal gravity value computed on the
 GR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0093.degrees latitude (g = 980.6199 gals.).
 GR0093
 GR0093.The modeled gravity was interpolated from observed gravity values.
 GR0093.The observed gravity was obtained from relative gravimeter ties
 GR0093.to the IGSN71 gravity network.
 GR0093
 GR0093;                    North         East    Units  Estimated Accuracy
 GR0093;SPC AZ W     -   645,530.      187,490.      MT  (+/- 180 meters Scaled)
 GR0093
 GR0093                          SUPERSEDED SURVEY CONTROL
 GR0093
 GR0093  NGVD 29 (??/??/92)  517.893  (m)         1699.12   (f) ADJ UNCH    1 1
 GR0093
 GR0093.Superseded values are not recommended for survey control.
 GR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0093.See file dsdata.txt to determine how the superseded data were derived.
 GR0093
 GR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA640789(NAD 83)
 GR0093_MARKER: DD = SURVEY DISK
 GR0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0093_SP_SET: CULVERT
 GR0093_STAMPING: 1695.51 31+40.0 1929
 GR0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0093
 GR0093  HISTORY     - Date     Condition        Report By
 GR0093  HISTORY     - 1929     MONUMENTED       AZHD
 GR0093  HISTORY     - 1960     GOOD             NGS
 GR0093  HISTORY     - 1982     GOOD             NGS
 GR0093
 GR0093                          STATION DESCRIPTION
 GR0093
 GR0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR0093'1.9 MI E FROM MESQUITE, NV.
 GR0093'IN MOHAVE COUNTY, ARIZONA, 1.9 MILES EAST ALONG U. S. HIGHWAY 91 FROM
 GR0093'THE POST OFFICE AT MESQUITE, CLARK COUNTY, AT A CONCRETE CULVERT, IN
 GR0093'THE CENTER OF THE TOP OF THE NORTH HEADWALL, AND 12.7 FEET NORTH OF
 GR0093'THE CENTERLINE OF THE HIGHWAY.  AN ARIZONA STATE HIGHWAY DEPARTMENT
 GR0093'STANDARD DISK, STAMPED 1695.51 31+40.0 1929.
 GR0093
 GR0093                          STATION RECOVERY (1982)
 GR0093
 GR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0093'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0093'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GR0093'MESQUITE, THENCE 2.5 KM (1.55 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GR0093'IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A DOUBLE BOX CULVERT
 GR0093'FOR THE HIGHWAY, 0.5 KM (0.3 MI) NORTHEAST OF A DIRT ROAD LEADING
 GR0093'SOUTHEAST, 3.8 METERS (12.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 GR0093'NOTE--IN THE YEAR SET 1929 THE 19 IS PRECAST IN THE DISK.
 GR0093'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6813 ***********************************************************************
 AC6813  SACS        -  This is a Secondary Airport Control Station.
 AC6813  DESIGNATION -  HII A
 AC6813  PID         -  AC6813
 AC6813  STATE/COUNTY-  AZ/MOHAVE
 AC6813  USGS QUAD   -  LAKE HAVASU CITY NORTH (1970)
 AC6813
 AC6813                         *CURRENT SURVEY CONTROL
 AC6813  ___________________________________________________________________
 AC6813* NAD 83(2007)-  34 33 42.41412(N)    114 21 01.18396(W)     ADJUSTED  
 AC6813* NAVD 88     -       243.73   (meters)     799.6    (feet)  GPS OBS   
 AC6813  ___________________________________________________________________
 AC6813  EPOCH DATE  -        2007.00
 AC6813  X           -  -2,168,088.730 (meters)                     COMP
 AC6813  Y           -  -4,790,560.007 (meters)                     COMP
 AC6813  Z           -   3,598,058.867 (meters)                     COMP
 AC6813  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 AC6813  ELLIP HEIGHT-         212.968 (meters)          (02/10/07) ADJUSTED
 AC6813  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AC6813
 AC6813  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6813  Type    PID    Designation                      North   East  Ellip
 AC6813  -------------------------------------------------------------------
 AC6813  NETWORK AC6813 HII A                             0.37   0.33   0.84
 AC6813  -------------------------------------------------------------------
 AC6813
 AC6813.This mark is at Lake Havasu City Airport (HII)
 AC6813
 AC6813.The horizontal coordinates were established by GPS observations
 AC6813.and adjusted by the National Geodetic Survey in February 2007.
 AC6813
 AC6813.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6813.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6813.The horizontal coordinates are valid at the epoch date displayed above.
 AC6813.The epoch date for horizontal control is a decimal equivalence
 AC6813.of Year/Month/Day.
 AC6813
 AC6813.The orthometric height was determined by GPS observations and a
 AC6813.high-resolution geoid model.
 AC6813
 AC6813.GPS derived orthometric heights for airport stations designated as
 AC6813.PACS or SACS are published to 2 decimal places.  This maintains
 AC6813.centimeter relative accuracy between the PACS and SACS.  It does
 AC6813.not indicate centimeter accuracy relative to other marks which are
 AC6813.part of the NAVD 88 network.
 AC6813
 AC6813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6813
 AC6813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6813
 AC6813.The ellipsoidal height was determined by GPS observations
 AC6813.and is referenced to NAD 83.
 AC6813
 AC6813.The geoid height was determined by GEOID03.
 AC6813
 AC6813;                    North         East     Units Scale Factor Converg.
 AC6813;SPC AZ W     -   395,141.540   158,269.823   MT  0.99997073   -0 20 26.1
 AC6813;SPC AZ W     - 1,296,396.13    519,257.95   iFT  0.99997073   -0 20 26.1
 AC6813;UTM  11      - 3,827,638.268   743,099.947   MT  1.00032848   +1 30 14.0
 AC6813
 AC6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6813!SPC AZ W     -   0.99996657  x   0.99997073  =   0.99993730
 AC6813!UTM  11      -   0.99996657  x   1.00032848  =   1.00029504
 AC6813
 AC6813                          SUPERSEDED SURVEY CONTROL
 AC6813
 AC6813  ELLIP H (01/12/01)  212.990  (m)                       GP(       ) 4 1
 AC6813  NAD 83(1992)-  34 33 42.41316(N)    114 21 01.18397(W) AD(       ) 1
 AC6813  ELLIP H (03/14/97)  212.931  (m)                       GP(       ) 3 1
 AC6813
 AC6813.Superseded values are not recommended for survey control.
 AC6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6813.See file dsdata.txt to determine how the superseded data were derived.
 AC6813
 AC6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4310027638(NAD 83)
 AC6813_MARKER: DD = SURVEY DISK
 AC6813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6813_STAMPING: HII A 1992
 AC6813_MARK LOGO: NGS   
 AC6813_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6813+STABILITY: SURFACE MOTION
 AC6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6813+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1997
 AC6813
 AC6813  HISTORY     - Date     Condition        Report By
 AC6813  HISTORY     - 1992     MONUMENTED       NGS
 AC6813  HISTORY     - 19951215 GOOD             CHANCE
 AC6813  HISTORY     - 19970501 GOOD             NGS
 AC6813
 AC6813                          STATION DESCRIPTION
 AC6813
 AC6813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (ARB)
 AC6813'THIS STATION IS LOCATED AT THE LAKE HAVASU CITY AIRPORT AT THE SOUTH
 AC6813'END OF THE FIELD AND EAST OF RUNWAY END 32.  IT IS LOCATED ON TOP OF
 AC6813'THE EMBANKMENT THAT OVERLOOKS THE END OF THE RUNWAY, IT IS 315.9 FT
 AC6813'(96.3 M) EAST OF THE EASTERN MOST THRESHOLD LIGHT, 282.0 FT (86.0 M)
 AC6813'NORTH OF THE EAST CORNER OF THE BLAST PAD, AND 275.8 FT (84.1 M) EAST
 AC6813'OF THE REIL.  THE STATION IS A STANDARD DISK SET IN CONCRETE ABOUT
 AC6813'LEVEL WITH THE GROUND, AND IS STAMPED HII A 1992.
 AC6813
 AC6813                          STATION RECOVERY (1995)
 AC6813
 AC6813'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6813'THE STATION IS LOCATED APPROXIMATELY 10.5 KM (6.50 MI) NORTH OF THE
 AC6813'LONDON BRIDGE IN LAKE HAVASU CITY AT THE LAKE HAVASU CITY MUNICIPAL
 AC6813'AIRPORT.  OWNERSHIP -- STATE OF ARIZONA, TED SWENDRA - AIRPORT
 AC6813'MANAGER, PHONE (602) 764-3330 TO REACH THE STATION FROM MILE POST 188
 AC6813'ON STATE HIGHWAY 95, PROCEED NORTH 1.45 KM (0.90 MI) TO THE JUNCTION
 AC6813'WITH THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW AIRPORT
 AC6813'ROAD TO TERMINAL BUILDING AND THE ENTRANCE GATE TO THE SOUTH.  PASS
 AC6813'THROUGH GATE AND AND PROCEED NORTHEAST FOR 0.15 KM (0.10 MI) ACROSS
 AC6813'APRON AND ALONG TAXIWAY B1 TO THE JUNCTION WITH TAXIWAY A.  TURN RIGHT
 AC6813'AND GO SOUTHEAST ALONG TAXIWAY A FOR 0.8 KM (0.50 MI) TO THE END OF
 AC6813'THE TAXIWAY AND THE JUNCTION WITH TAXIWAY A1.  TURN LEFT AND GO
 AC6813'NORTHEAST FOR 0.20 KM (0.10 MI) ALONG TAXIWAY A1 AND CROSSING THE
 AC6813'APPROACH END OF RUNWAY 32 TO THE STATION SET ON THE TOP OF AN
 AC6813'EMBANKMENT THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A
 AC6813'CONCRETE MONUMENT TAHT IS FLUSH WITH THE GROUND.  THE STATION IS
 AC6813'LOCATED 96.3 M (315.9 FT) EAST OF THE EASTERNMOST THRESHOLD LIGHT,
 AC6813'85.9 M (281.8 FT) NORTH OF THE EASTERNMOST CORNER OF THE BLAST PAD AT
 AC6813'THE APPROACH END OF RUNWAY 32, 84.0 M (275.6 FT) EAST OF THE EASTERN
 AC6813'RUNWAY END IDENTIFIER LIGHT (REIL) , AND 0.9 M (3.0 FT) SOUTHWEST OF A
 AC6813'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6813'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6813
 AC6813                          STATION RECOVERY (1997)
 AC6813
 AC6813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6813'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6814 ***********************************************************************
 AC6814  SACS        -  This is a Secondary Airport Control Station.
 AC6814  DESIGNATION -  HII B
 AC6814  PID         -  AC6814
 AC6814  STATE/COUNTY-  AZ/MOHAVE
 AC6814  USGS QUAD   -  LAKE HAVASU CITY NORTH (1970)
 AC6814
 AC6814                         *CURRENT SURVEY CONTROL
 AC6814  ___________________________________________________________________
 AC6814* NAD 83(2007)-  34 34 30.29104(N)    114 21 35.79609(W)     ADJUSTED  
 AC6814* NAVD 88     -       231.90   (meters)     760.8    (feet)  GPS OBS   
 AC6814  ___________________________________________________________________
 AC6814  EPOCH DATE  -        2007.00
 AC6814  X           -  -2,168,543.287 (meters)                     COMP
 AC6814  Y           -  -4,789,424.688 (meters)                     COMP
 AC6814  Z           -   3,599,267.049 (meters)                     COMP
 AC6814  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 AC6814  ELLIP HEIGHT-         201.158 (meters)          (02/10/07) ADJUSTED
 AC6814  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AC6814
 AC6814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6814  Type    PID    Designation                      North   East  Ellip
 AC6814  -------------------------------------------------------------------
 AC6814  NETWORK AC6814 HII B                             0.35   0.33   0.84
 AC6814  -------------------------------------------------------------------
 AC6814
 AC6814.This mark is at Lake Havasu City Airport (HII)
 AC6814
 AC6814.The horizontal coordinates were established by GPS observations
 AC6814.and adjusted by the National Geodetic Survey in February 2007.
 AC6814
 AC6814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6814.The horizontal coordinates are valid at the epoch date displayed above.
 AC6814.The epoch date for horizontal control is a decimal equivalence
 AC6814.of Year/Month/Day.
 AC6814
 AC6814.The orthometric height was determined by GPS observations and a
 AC6814.high-resolution geoid model.
 AC6814
 AC6814.GPS derived orthometric heights for airport stations designated as
 AC6814.PACS or SACS are published to 2 decimal places.  This maintains
 AC6814.centimeter relative accuracy between the PACS and SACS.  It does
 AC6814.not indicate centimeter accuracy relative to other marks which are
 AC6814.part of the NAVD 88 network.
 AC6814
 AC6814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6814
 AC6814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6814
 AC6814.The ellipsoidal height was determined by GPS observations
 AC6814.and is referenced to NAD 83.
 AC6814
 AC6814.The geoid height was determined by GEOID03.
 AC6814
 AC6814;                    North         East     Units Scale Factor Converg.
 AC6814;SPC AZ W     -   396,622.068   157,396.433   MT  0.99997192   -0 20 46.1
 AC6814;SPC AZ W     - 1,301,253.50    516,392.50   iFT  0.99997192   -0 20 46.1
 AC6814;UTM  11      - 3,829,090.427   742,179.024   MT  1.00032297   +1 29 56.1
 AC6814
 AC6814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6814!SPC AZ W     -   0.99996842  x   0.99997192  =   0.99994035
 AC6814!UTM  11      -   0.99996842  x   1.00032297  =   1.00029138
 AC6814
 AC6814                          SUPERSEDED SURVEY CONTROL
 AC6814
 AC6814  ELLIP H (01/12/01)  201.181  (m)                       GP(       ) 4 1
 AC6814  NAD 83(1992)-  34 34 30.29016(N)    114 21 35.79610(W) AD(       ) 1
 AC6814  ELLIP H (03/14/97)  201.122  (m)                       GP(       ) 3 1
 AC6814
 AC6814.Superseded values are not recommended for survey control.
 AC6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6814.See file dsdata.txt to determine how the superseded data were derived.
 AC6814
 AC6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4217929090(NAD 83)
 AC6814_MARKER: DD = SURVEY DISK
 AC6814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6814_STAMPING: HII B 1992
 AC6814_MARK LOGO: NOS   
 AC6814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6814+STABILITY: SURFACE MOTION
 AC6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6814+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1997
 AC6814
 AC6814  HISTORY     - Date     Condition        Report By
 AC6814  HISTORY     - 1992     MONUMENTED       NGS
 AC6814  HISTORY     - 19951215 GOOD             CHANCE
 AC6814  HISTORY     - 19970501 GOOD             NGS
 AC6814
 AC6814                          STATION DESCRIPTION
 AC6814
 AC6814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (ARB)
 AC6814'THIS STATION IS LOCATED AT THE LAKE HAVASU CITY AIRPORT AT THE NORTH
 AC6814'END OF THE FIELD AND EAST OF RUNWAY END 14.  IT IS ABOUT EVEN WITH THE
 AC6814'END OF THE RWY AND 295.1 FT (89.9 M) NORTHEAST OF THE CL END OF THE
 AC6814'RUNWAY, 298.3 FT (90.9 M) NORTH OF THE FIRST RUNWAY LIGHT SOUTHEAST OF
 AC6814'THE END, 235.4 FT (71.8 M) NORTHEAST OF THE EASTERN MOST THRESHOLD
 AC6814'LIGHT, AND 209.7 FT (63.9 M) EAST OF THE REIL.  THE STATION IS MARKED
 AC6814'WITH A STANDARD DISK SET IN CONCRETE ABOUT 0.1 FT (3.0 CM) ABOVE THE
 AC6814'GROUND, AND STAMPED HII B 1992.
 AC6814
 AC6814                          STATION RECOVERY (1995)
 AC6814
 AC6814'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6814'THE STATION IS LOCATED APPROXIMATELY 10.5 KM (6.50 MI) NORTH OF THE
 AC6814'LONDON BRIDGE IN LAKE HAVASU CITY AT THE LAKE HAVASU CITY MUNICIPAL
 AC6814'AIRPORT.  OWNERSHIP -- STATE OF ARIZONA, TED SWENDRA - AIRPORT
 AC6814'MANAGER, PHONE (602) 764-3330 TO REACH THE STATION FROM MILE POST 188
 AC6814'ON STATE HIGHWAY 95, PROCEED NORTH 1.45 KM (0.90 MI) TO THE JUNCTION
 AC6814'WITH THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW AIRPORT
 AC6814'ROAD TO TERMINAL BUILDING AND THE ENTRANCE GATE TO THE SOUTH.  PASS
 AC6814'THROUGH GATE AND AND PROCEED NORTHEAST FOR 0.15 KM (0.10 MI) ACROSS
 AC6814'APRON AND ALONG TAXIWAY B1 TO THE JUNCTION WITH TAXIWAY A.  TURN LEFT
 AC6814'AND GO NORTHWEST ON TAXIWAY A FOR 0.8 KM (0.50 MI) TO THE END OF THE
 AC6814'TAXIWAY AND THE JUNCTION WITH TAXIWAY A4.  TURN RIGHT AND PROCEED
 AC6814'NORTHEAST FOR 0.2 KM (0.10 MI) ALONG TAXIWAY A4 AND CROSSING THE
 AC6814'APPROACH END OF RUNWAY 14 TO THE STATION SET ON AN ELEVATED AREA
 AC6814'NORTHEAST OF THE RUNWAY THE STATION IS A STANDARD SURVEY DISK SET INTO
 AC6814'THE TOP OF A CONCRETE MONUMENT PROJECTING 3 CM ABOVE GROUND LEVEL.
 AC6814'THE STATION IS LOCATED ON LINE WITH THE APPROACH END OF RUNWAY 14,
 AC6814'89.9 M (294.9 FT) NORTHEAST OF THE CENTERLINE END OF THE RUNWAY, 90.9
 AC6814'M (298.2 FT) NORTH OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE END,
 AC6814'71.8 M (235.6 FT) NORTHEAST OF THE EASTERNMOST THRESHOLD LIGHT, 63.9 M
 AC6814'(209.6 FT) EAST OF THE EASTERN RUNWAY END IDENTIFIER LIGHT (REIL) ,
 AC6814'AND 0.9 M (3.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST THE STATION
 AC6814'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA
 AC6814'ANA SURVEYS 1996
 AC6814
 AC6814                          STATION RECOVERY (1997)
 AC6814
 AC6814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6814'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6812 ***********************************************************************
 AC6812  PACS        -  This is a Primary Airport Control Station.
 AC6812  DESIGNATION -  HII D
 AC6812  PID         -  AC6812
 AC6812  STATE/COUNTY-  AZ/MOHAVE
 AC6812  USGS QUAD   -  LAKE HAVASU CITY NORTH (1970)
 AC6812
 AC6812                         *CURRENT SURVEY CONTROL
 AC6812  ___________________________________________________________________
 AC6812* NAD 83(2007)-  34 34 04.29328(N)    114 21 24.75865(W)     ADJUSTED  
 AC6812* NAVD 88     -       229.97   (meters)     754.5    (feet)  GPS OBS   
 AC6812  ___________________________________________________________________
 AC6812  EPOCH DATE  -        2007.00
 AC6812  X           -  -2,168,473.822 (meters)                     COMP
 AC6812  Y           -  -4,789,953.400 (meters)                     COMP
 AC6812  Z           -   3,598,606.278 (meters)                     COMP
 AC6812  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 AC6812  ELLIP HEIGHT-         199.221 (meters)          (02/10/07) ADJUSTED
 AC6812  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AC6812
 AC6812  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6812  Type    PID    Designation                      North   East  Ellip
 AC6812  -------------------------------------------------------------------
 AC6812  NETWORK AC6812 HII D                             0.33   0.29   0.82
 AC6812  -------------------------------------------------------------------
 AC6812
 AC6812.This mark is at Lake Havasu City Airport (HII)
 AC6812
 AC6812.The horizontal coordinates were established by GPS observations
 AC6812.and adjusted by the National Geodetic Survey in February 2007.
 AC6812
 AC6812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6812.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6812.The horizontal coordinates are valid at the epoch date displayed above.
 AC6812.The epoch date for horizontal control is a decimal equivalence
 AC6812.of Year/Month/Day.
 AC6812
 AC6812.The orthometric height was determined by GPS observations and a
 AC6812.high-resolution geoid model.
 AC6812
 AC6812.GPS derived orthometric heights for airport stations designated as
 AC6812.PACS or SACS are published to 2 decimal places.  This maintains
 AC6812.centimeter relative accuracy between the PACS and SACS.  It does
 AC6812.not indicate centimeter accuracy relative to other marks which are
 AC6812.part of the NAVD 88 network.
 AC6812
 AC6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6812
 AC6812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6812
 AC6812.The ellipsoidal height was determined by GPS observations
 AC6812.and is referenced to NAD 83.
 AC6812
 AC6812.The geoid height was determined by GEOID03.
 AC6812
 AC6812;                    North         East     Units Scale Factor Converg.
 AC6812;SPC AZ W     -   395,819.298   157,672.930   MT  0.99997154   -0 20 39.6
 AC6812;SPC AZ W     - 1,298,619.74    517,299.64   iFT  0.99997154   -0 20 39.6
 AC6812;UTM  11      - 3,828,296.696   742,481.328   MT  1.00032478   +1 30 01.4
 AC6812
 AC6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6812!SPC AZ W     -   0.99996873  x   0.99997154  =   0.99994027
 AC6812!UTM  11      -   0.99996873  x   1.00032478  =   1.00029350
 AC6812
 AC6812:                Primary Azimuth Mark                     Grid Az
 AC6812:SPC AZ W     -  HAVASU                                   246 53 33.4
 AC6812:UTM  11      -  HAVASU                                   245 02 52.4
 AC6812
 AC6812|---------------------------------------------------------------------|
 AC6812| PID    Reference Object                     Distance      Geod. Az  |
 AC6812|                                                           dddmmss.s |
 AC6812| EU1257 HAVASU                              466.012 METERS 2463253.8 |
 AC6812|---------------------------------------------------------------------|
 AC6812
 AC6812                          SUPERSEDED SURVEY CONTROL
 AC6812
 AC6812  ELLIP H (01/12/01)  199.245  (m)                       GP(       ) 4 1
 AC6812  NAD 83(1992)-  34 34 04.29238(N)    114 21 24.75863(W) AD(       ) B
 AC6812  ELLIP H (03/14/97)  199.186  (m)                       GP(       ) 3 1
 AC6812
 AC6812.Superseded values are not recommended for survey control.
 AC6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6812.See file dsdata.txt to determine how the superseded data were derived.
 AC6812
 AC6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4248128297(NAD 83)
 AC6812_MARKER: I = METAL ROD
 AC6812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6812_STAMPING: HII D 1996
 AC6812_MARK LOGO: NGS   
 AC6812_PROJECTION: FLUSH
 AC6812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6812+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1997
 AC6812_ROD/PIPE-DEPTH: 6.9  meters
 AC6812
 AC6812  HISTORY     - Date     Condition        Report By
 AC6812  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6812  HISTORY     - 19970501 GOOD             NGS
 AC6812
 AC6812                          STATION DESCRIPTION
 AC6812
 AC6812'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6812'THE STATION IS LOCATED APPROXIMATELY 10.5 KM (6.50 MI) NORTH OF THE
 AC6812'LONDON BRIDGE IN LAKE HAVASU CITY AT THE LAKE HAVASU CITY MUNICIPAL
 AC6812'AIRPORT.  OWNERSHIP -- STATE OF ARIZONA, TED SWENDRA - AIRPORT
 AC6812'MANAGER, PHONE (602) 764-3330 TO REACH THE STATION FROM MILEPOST 188
 AC6812'ON STATE HIGHWAY 95, PROCEED NORTH 1.45 KM (0.90 MI) TO THE JUNCTION
 AC6812'WITH THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW AIRPORT
 AC6812'ROAD TO TERMINAL BUILDING AND THE ENTRANCE GATE TO THE SOUTH.  PASS
 AC6812'THROUGH GATE AND AND PROCEED NORTHEAST FOR 0.15 KM (0.10 MI) ACROSS
 AC6812'APRON AND ALONG TAXIWAY B1 TO THE JUNCTION WITH TAXIWAY A.  CROSS
 AC6812'TAXIWAY A TO THE STATION SET ON THE NORTHEASTERLY EXTENSION OF THE
 AC6812'CENTERLINE OF TAXIWAY B1 IN AN OPEN GRAVEL AREA THE STATION IS THE TOP
 AC6812'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.90 M
 AC6812'(22.64 FT) RECESSED 9 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE
 AC6812'FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC
 AC6812'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6812'CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 3.40 M
 AC6812'(11.15 FT) SOUTHWEST OF NOS MONUMENT HII C 1992, 12.80 M (41.99 FT)
 AC6812'NORTHEAST OF A CULVERT OUTLET, 14.40 M (47.24 FT) NORTHEAST OF RUNWAY
 AC6812'SIGN RWY 32, 57.30 M (187.99 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AC6812'RUNWAY 14-32, 23.55 M (77.26 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 AC6812'TAXIWAY A, 54.05 M (177.33 FT) SOUTHWEST OF A RUNWAY LIGHT, AND 0.30 M
 AC6812'(0.98 FT) SOUTHWEST OF A CARSONITE WITNESS POST THE STATION IS
 AC6812'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA
 AC6812'SURVEYS 1996
 AC6812
 AC6812                          STATION RECOVERY (1997)
 AC6812
 AC6812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6812'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2083 ***********************************************************************
 DU2083  DESIGNATION -  HILL
 DU2083  PID         -  DU2083
 DU2083  STATE/COUNTY-  AZ/PINAL
 DU2083  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU2083
 DU2083                         *CURRENT SURVEY CONTROL
 DU2083  ___________________________________________________________________
 DU2083* NAD 83(1992)-  33 21 05.75950(N)    111 27 37.96181(W)     ADJUSTED  
 DU2083* NAVD 88     -       558.6    (meters)    1833.     (feet)  VERTCON   
 DU2083  ___________________________________________________________________
 DU2083  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 DU2083  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU2083  HORZ ORDER  -  SECOND
 DU2083
 DU2083.The horizontal coordinates were established by classical geodetic methods
 DU2083.and adjusted by the National Geodetic Survey in August 1993.
 DU2083
 DU2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2083
 DU2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2083
 DU2083.The geoid height was determined by GEOID03.
 DU2083
 DU2083;                    North         East     Units Scale Factor Converg.
 DU2083;SPC AZ C     -   260,835.637   255,812.102   MT  0.99992221   +0 15 02.8
 DU2083;SPC AZ C     -   855,759.96    839,278.55   iFT  0.99992221   +0 15 02.8
 DU2083;UTM  12      - 3,690,361.122   457,149.076   MT  0.99962264   -0 15 11.5
 DU2083
 DU2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2083!SPC AZ C     -   0.99991690  x   0.99992221  =   0.99983912
 DU2083!UTM  12      -   0.99991690  x   0.99962264  =   0.99953957
 DU2083
 DU2083|---------------------------------------------------------------------|
 DU2083| PID    Reference Object                     Distance      Geod. Az  |
 DU2083|                                                           dddmmss.s |
 DU2083| CH5297 HILL RM 1                             7.005 METERS 09542     |
 DU2083| CH5298 HILL RM 2                            11.140 METERS 27342     |
 DU2083| DU2085 ROADSIDE                            APPROX. 3.9 KM 3263121.8 |
 DU2083|---------------------------------------------------------------------|
 DU2083
 DU2083                          SUPERSEDED SURVEY CONTROL
 DU2083
 DU2083  NAD 83(1986)-  33 21 05.75528(N)    111 27 37.96513(W) AD(       ) 2
 DU2083  NAD 27      -  33 21 05.57126(N)    111 27 35.49596(W) AD(       ) 2
 DU2083  NGVD 29 (07/19/86)  558.0    (m)         1831.     (f) VERT ANG    3  
 DU2083
 DU2083.Superseded values are not recommended for survey control.
 DU2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2083.See file dsdata.txt to determine how the superseded data were derived.
 DU2083
 DU2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5714990361(NAD 83)
 DU2083_MARKER: DD = SURVEY DISK
 DU2083_SETTING: 66 = SET IN ROCK OUTCROP
 DU2083_SP_SET: PARTIALLY EXPOSED BEDROCK
 DU2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2083+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU2083
 DU2083  HISTORY     - Date     Condition        Report By
 DU2083  HISTORY     - 1974     MONUMENTED       AZDT
 DU2083  HISTORY     - 20040321 GOOD             USPSQD
 DU2083  HISTORY     - 20061223 GOOD             GEOCAC
 DU2083  HISTORY     - 20081212 GOOD             GEOCAC
 DU2083
 DU2083                          STATION DESCRIPTION
 DU2083
 DU2083'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2083'THE STATION IS LOCATED 6.4 MILES SOUTHEAST OF APACHE JCT. AND
 DU2083'ABOUT 10 MILES NORTHWEST OF FLORENCE JCT. SOUTH OF EASTBOUND
 DU2083'RIGHT OF WAY FENCE.
 DU2083'
 DU2083'THE STATION IS AN ADOT HIGHWAY DIVISION B.C. STAMPED HILL
 DU2083'P AND M GS 1974 EPOXIED TO BEDROCK 0.05 FEET BELOW MEAN GROUND
 DU2083'LEVEL.
 DU2083'
 DU2083'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION B.C. STAMPED
 DU2083'HILL RM 1 1974 AND IS EPOXIED TO EXPOSED BEDROCK APPROXIMATELY
 DU2083'3.0 FEET LOWER THAN THE STATION.
 DU2083'
 DU2083'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION B.C. STAMPED HILL
 DU2083'RM 2 1974 AND IS EPOXIED TO EXPOSED BEDROCK APPROXIMATELY 3.0 FEET
 DU2083'LOWER THAN THE STATION.
 DU2083'
 DU2083'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND
 DU2083'STATE ROUTE 88 IN APACHE JCT., TRAVEL SOUTHEAST ON U.S. 60, 80
 DU2083'AND 89 TO MP 202.6.  THE STATION IS 200 FEET SOUTH OF SOUTHEAST
 DU2083'RIGHT OF WAY FENCE ON THE MOST EASTERLY AND HIGHEST OF TWO
 DU2083'SMALL HILLS.  THE STATION IS MARKED WITH A WITNESS POST WHICH
 DU2083'IS SET IN ROCK CAIRN 4 FEET SOUTH OF THE STATION.
 DU2083'
 DU2083'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2083
 DU2083                          STATION RECOVERY (2004)
 DU2083
 DU2083'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU2083'FOUND IN COOD CONDITION
 DU2083
 DU2083                          STATION RECOVERY (2006)
 DU2083
 DU2083'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2083'RECOVERED IN GOOD CONDITION.
 DU2083
 DU2083                          STATION RECOVERY (2008)
 DU2083
 DU2083'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2083'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DU2083'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2052 ***********************************************************************
 DV2052  DESIGNATION -  HILL
 DV2052  PID         -  DV2052
 DV2052  STATE/COUNTY-  AZ/MARICOPA
 DV2052  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2052
 DV2052                         *CURRENT SURVEY CONTROL
 DV2052  ___________________________________________________________________
 DV2052* NAD 83(1992)-  33 49 21.89292(N)    112 22 54.64879(W)     ADJUSTED  
 DV2052* NAVD 88     -       630.7    (meters)    2069.     (feet)  VERTCON   
 DV2052  ___________________________________________________________________
 DV2052  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DV2052  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV2052  HORZ ORDER  -  SECOND
 DV2052
 DV2052.The horizontal coordinates were established by classical geodetic methods
 DV2052.and adjusted by the National Geodetic Survey in August 1993.
 DV2052
 DV2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2052
 DV2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2052
 DV2052.The geoid height was determined by GEOID03.
 DV2052
 DV2052;                    North         East     Units Scale Factor Converg.
 DV2052;SPC AZ C     -   313,092.189   170,299.493   MT  0.99992285   -0 15 32.2
 DV2052;SPC AZ C     - 1,027,205.34    558,725.37   iFT  0.99992285   -0 15 32.2
 DV2052;UTM  12      - 3,743,361.380   372,120.239   MT  0.99980160   -0 46 09.4
 DV2052
 DV2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2052!SPC AZ C     -   0.99990562  x   0.99992285  =   0.99982848
 DV2052!UTM  12      -   0.99990562  x   0.99980160  =   0.99970724
 DV2052
 DV2052|---------------------------------------------------------------------|
 DV2052| PID    Reference Object                     Distance      Geod. Az  |
 DV2052|                                                           dddmmss.s |
 DV2052| CH5295 HILL RM 1                             7.130 METERS 21228     |
 DV2052| CH5296 HILL RM 2                             7.740 METERS 27524     |
 DV2052| DV2053 LOW                                 APPROX. 4.7 KM 2792631.6 |
 DV2052|---------------------------------------------------------------------|
 DV2052
 DV2052                          SUPERSEDED SURVEY CONTROL
 DV2052
 DV2052  NAD 83(1986)-  33 49 21.88861(N)    112 22 54.65296(W) AD(       ) 2
 DV2052  NAD 27      -  33 49 21.75950(N)    112 22 52.05295(W) AD(       ) 2
 DV2052  NGVD 29 (07/19/86)  630.1    (m)         2067.     (f) VERT ANG    3  
 DV2052
 DV2052.Superseded values are not recommended for survey control.
 DV2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2052.See file dsdata.txt to determine how the superseded data were derived.
 DV2052
 DV2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7212043361(NAD 83)
 DV2052_MARKER: DD = SURVEY DISK
 DV2052_SETTING: 66 = SET IN ROCK OUTCROP
 DV2052
 DV2052  HISTORY     - Date     Condition        Report By
 DV2052  HISTORY     - 1978     MONUMENTED       AZDT
 DV2052  HISTORY     - 19960212 GOOD             USPSQD
 DV2052  HISTORY     - 19990109 GOOD             USPSQD
 DV2052  HISTORY     - 20000109 GOOD             USPSQD
 DV2052
 DV2052                          STATION DESCRIPTION
 DV2052
 DV2052'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2052'THE STATION IS ABOUT 15 MILES EAST OF MORRISTOWN AND 7 MILES
 DV2052'WEST SOUTHWEST OF LAKE PLEASANT ON SOUTH SIDE OF ARIZONA HWY. 74
 DV2052'ON A LOW HILL.
 DV2052'
 DV2052'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED HILL 1976
 DV2052'AND IS EPOXIED IN A DRILL HOLE IN BEDROCK.  THE STATION IS ON THE
 DV2052'MOST WESTERLY OF TWO HILLS ABOUT 700 FEET FROM THE HWY. IN A
 DV2052'SOUTH SOUTHWESTERLY DIRECTION AND MARKED BY A WITNESS POST AND
 DV2052'SIGN 6 FEET TO NORTH OF STATION.
 DV2052'
 DV2052'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED HILL
 DV2052'RM 1 1976 AND IS EPOXIED TO BEDROCK.
 DV2052'
 DV2052'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED HILL
 DV2052'RM 2 1976 AND IS EPOXIED TO BEDROCK.
 DV2052'
 DV2052'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 60,
 DV2052'89 AND 93 AND STATE HWY. 74, 0.8 MILE NORTHWEST OF MORRISTOWN,
 DV2052'TRAVEL EAST ON HWY. 74 FOR 15 MILES TO MILE POST 14.95 AND THE
 DV2052'STATION ON A LOW HILL TO SOUTHWEST.
 DV2052'
 DV2052'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2052
 DV2052                          STATION RECOVERY (1996)
 DV2052
 DV2052'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2052'RECOVERED IN GOOD CONDITION.
 DV2052
 DV2052                          STATION RECOVERY (1999)
 DV2052
 DV2052'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2052'RECOVERED IN GOOD CONDITION.
 DV2052
 DV2052                          STATION RECOVERY (2000)
 DV2052
 DV2052'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1276 ***********************************************************************
 DB1276  DESIGNATION -  HILL 806
 DB1276  PID         -  DB1276
 DB1276  STATE/COUNTY-  AZ/YUMA
 DB1276  USGS QUAD   -  MIDDLE MOUNTAINS SOUTH (1986)
 DB1276
 DB1276                         *CURRENT SURVEY CONTROL
 DB1276  ___________________________________________________________________
 DB1276* NAD 83(1992)-  32 57 48.39591(N)    114 17 19.00935(W)     ADJUSTED  
 DB1276* NAVD 88     -       250.     (meters)     820.     (feet)  VERTCON   
 DB1276  ___________________________________________________________________
 DB1276  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DB1276  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DB1276  HORZ ORDER  -  SECOND
 DB1276
 DB1276.The horizontal coordinates were established by classical geodetic methods
 DB1276.and adjusted by the National Geodetic Survey in August 1993.
 DB1276
 DB1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1276
 DB1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1276
 DB1276.The geoid height was determined by GEOID03.
 DB1276
 DB1276;                    North         East     Units Scale Factor Converg.
 DB1276;SPC AZ W     -   217,833.694   163,007.122   MT  0.99996458   -0 17 35.0
 DB1276;SPC AZ W     -   714,677.47    534,800.27   iFT  0.99996458   -0 17 35.0
 DB1276;UTM  11      - 3,650,498.465   753,429.692   MT  1.00039199   +1 28 33.8
 DB1276
 DB1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1276!SPC AZ W     -   0.99996600  x   0.99996458  =   0.99993058
 DB1276!UTM  11      -   0.99996600  x   1.00039199  =   1.00035798
 DB1276
 DB1276|---------------------------------------------------------------------|
 DB1276| PID    Reference Object                     Distance      Geod. Az  |
 DB1276|                                                           dddmmss.s |
 DB1276| DB1275 HILL 806 HUB                         10.920 METERS 06552     |
 DB1276| DB1273 PGT NO 2                            APPROX. 4.4 KM 2033523.3 |
 DB1276|---------------------------------------------------------------------|
 DB1276
 DB1276                          SUPERSEDED SURVEY CONTROL
 DB1276
 DB1276  NAD 83(1986)-  32 57 48.39643(N)    114 17 19.01371(W) AD(       ) 2
 DB1276  NAD 27      -  32 57 48.25336(N)    114 17 16.21716(W) AD(       ) 2
 DB1276  NGVD 29 (07/19/86)  249.     (m)          817.     (f) VERT ANG    3  
 DB1276
 DB1276.Superseded values are not recommended for survey control.
 DB1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1276.See file dsdata.txt to determine how the superseded data were derived.
 DB1276
 DB1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5343050498(NAD 83)
 DB1276_MARKER: DG = GRAVITY STATION DISK
 DB1276_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DB1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1276
 DB1276  HISTORY     - Date     Condition        Report By
 DB1276  HISTORY     - 1981     MONUMENTED       USE
 DB1276
 DB1276                          STATION DESCRIPTION
 DB1276
 DB1276'DESCRIBED BY US ENGINEERS 1981 (GEL)
 DB1276'THE STATION IS LOCATED ABOUT 27 MILES NORTHEST OF YUMA, 11 MILES
 DB1276'NORTHEAST OF THE YUMA PROVING GROUND MAIN ENTRANCE, 0.2 MILE EAST OF
 DB1276'HIGHWAY U.S. 95 AND ON THE SOUTHWEST END OF A SMALL HILL.
 DB1276'
 DB1276'THE REACH FROM THE MAIN ENTRANCE TO THE YUMA PROVING GROUND ON U.S.
 DB1276'95, GO NORTH ON HIGHWAY U.S. 95 FOR 2.65 MILES TO MARTINEZ LAKE ROAD
 DB1276'ON THE LEFT, CONTINUE NORTH ON U.S. 95 FOR 8.3 MILES TO CASTLE DOME
 DB1276'ROAD ON RIGHT.
 DB1276'
 DB1276'TURN RIGHT AND GO NORTHEAST ON CASTLE DOME ROAD FOR 0.25 MILE TO A
 DB1276'DIRT ROAD ON RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON DIRT ROAD
 DB1276'FOR 0.35 TO STATION ON LEFT.  PACK ABOUT 40 METERS TO STATION ON
 DB1276'SUMMIT.
 DB1276'
 DB1276'PRIOR PERMISSION SHOULD BE OBTAINED BY FILING FORM DARCOM 1663
 DB1276'TO---SECURITY DIRECTORATE, ATTN---STEXP-SPD, U.S. ARMY, YUMA PROVING
 DB1276'GROUND, YUMA, AZ 85364.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0929 ***********************************************************************
 DW0929  DESIGNATION -  HILL TOP
 DW0929  PID         -  DW0929
 DW0929  STATE/COUNTY-  AZ/LA PAZ
 DW0929  USGS QUAD   -  MIDDLE MOUNTAINS NORTH (1986)
 DW0929
 DW0929                         *CURRENT SURVEY CONTROL
 DW0929  ___________________________________________________________________
 DW0929* NAD 83(1992)-  33 06 15.59955(N)    114 17 59.15886(W)     ADJUSTED  
 DW0929* NAVD 88     -       343.09   (+/-2cm)    1125.6    (feet)  VERTCON   
 DW0929  ___________________________________________________________________
 DW0929  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DW0929  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DW0929  HORZ ORDER  -  FIRST
 DW0929  VERT ORDER  -  THIRD ? (See Below)
 DW0929
 DW0929.The horizontal coordinates were established by classical geodetic methods
 DW0929.and adjusted by the National Geodetic Survey in August 1993.
 DW0929
 DW0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0929.The vertical order pertains to the NGVD 29 superseded value.
 DW0929
 DW0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0929
 DW0929.The geoid height was determined by GEOID03.
 DW0929
 DW0929;                    North         East     Units Scale Factor Converg.
 DW0929;SPC AZ W     -   233,463.738   162,046.223   MT  0.99996579   -0 18 01.0
 DW0929;SPC AZ W     -   765,957.15    531,647.71   iFT  0.99996579   -0 18 01.0
 DW0929;UTM  11      - 3,666,097.894   751,985.196   MT  1.00038296   +1 28 32.0
 DW0929
 DW0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0929!SPC AZ W     -   0.99995132  x   0.99996579  =   0.99991711
 DW0929!UTM  11      -   0.99995132  x   1.00038296  =   1.00033426
 DW0929
 DW0929|---------------------------------------------------------------------|
 DW0929| PID    Reference Object                     Distance      Geod. Az  |
 DW0929|                                                           dddmmss.s |
 DW0929| CF0833 HILL TOP RM 1                        11.652 METERS 05939     |
 DW0929| DW0932 HILL TOP RM 3                        23.930 METERS 11012     |
 DW0929| DW0931 HILL TOP POINT A                     12.424 METERS 13415     |
 DW0929| DB1272 ROUND TOP PEAK CAIRN                APPROX.13.9 KM 1930358.8 |
 DW0929| DW0925 1289 CAIRN                          APPROX.11.4 KM 1955355.2 |
 DW0929| DW0930 HILL TOP CAIRN                        2.441 METERS 25532     |
 DW0929| CF0834 HILL TOP RM 2                         7.910 METERS 31502     |
 DW0929| CE9776 TR 25 980                                          3551053.4 |
 DW0929|---------------------------------------------------------------------|
 DW0929
 DW0929                          SUPERSEDED SURVEY CONTROL
 DW0929
 DW0929  NAD 83(1986)-  33 06 15.59964(N)    114 17 59.16387(W) AD(       ) 1
 DW0929  NAD 27      -  33 06 15.46300(N)    114 17 56.36800(W) AD(       ) 1
 DW0929  NGVD 29 (07/19/86)  342.36   (m)         1123.2    (f) LEVELING    3  
 DW0929
 DW0929.Superseded values are not recommended for survey control.
 DW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0929.See file dsdata.txt to determine how the superseded data were derived.
 DW0929
 DW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5198566098(NAD 83)
 DW0929_MARKER: DS = TRIANGULATION STATION DISK
 DW0929_SETTING: 66 = SET IN ROCK OUTCROP
 DW0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0929
 DW0929  HISTORY     - Date     Condition        Report By
 DW0929  HISTORY     - 1949     MONUMENTED       CGS
 DW0929  HISTORY     - 1952     GOOD             CGS
 DW0929  HISTORY     - 1961     GOOD             AMS
 DW0929  HISTORY     - 1965     GOOD             AMS
 DW0929  HISTORY     - 1971     GOOD             NGS
 DW0929  HISTORY     - 1981     GOOD             NGS
 DW0929
 DW0929                          STATION DESCRIPTION
 DW0929
 DW0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0929'THE STATION IS LOCATED ABOUT 39 MILES AIRLINE SOUTH OF QUARTZSITE
 DW0929'AND ABOUT 17 MILES AIRLINE NORTH-NORTHEAST OF COUNTY WELL,
 DW0929'ON THE HIGHEST POINT OF A ROCKY HILL THAT IS 0.1 MILE WEST OF
 DW0929'STATE HIGHWAY 95.  THE STATION MARK IS SET FLUSH 12 FEET SOUTH
 DW0929'OF A WHITE WITNESS POST AND 8 FEET EAST OF A 6 FOOT CAIRN.
 DW0929'IT IS STAMPED, HILL TOP 1949.
 DW0929'
 DW0929'REFERENCE MARK NO. 1 PROJECTS 10 INCHES, IS THE SAME ELEVATION
 DW0929'AS THE STATION MARK AND IS STAMPED, HILL TOP NO 1 1949.
 DW0929'
 DW0929'REFERENCE MARK NO. 2 PROJECTS 1 FOOT, IS 1 FOOT LOWER THAN THE
 DW0929'STATION MARK AND IS STAMPED, HILL TOP NO 2 1949.
 DW0929'
 DW0929'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 DW0929'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DW0929'5 INCHES.  IT IS SET 25 PACES WEST OF STATE HIGHWAY 95 AND
 DW0929'4 FEET SOUTHEAST OF A WHITE WITNESS POST.  IT IS STAMPED,
 DW0929'TR 25 980 1934.
 DW0929'
 DW0929'TO REACH THE STATION FROM COUNTY WELL, WHICH IS ABOUT 25
 DW0929'MILES NORTHERLY FROM YUMGO NORTH ON STATE HIGHWAY 95, 18.8
 DW0929'MILES TO A ROAD SHARP LEFT.  TURN LEFT SOUTH, GO 0.15 MILE
 DW0929'THEN TURN LEFT EAST, GO 0.1 MILE TO HIGHEST POINT OF HILL AND
 DW0929'STATION.  A DRIVE STATION.
 DW0929'
 DW0929'TO REACH THE AZIMUTH MARK FROM WHERE THE HIGHWAY IS LEFT ABOVE,
 DW0929'CONTINUE NORTHERLY 0.45 MILE TO THE STATION ON LEFT.
 DW0929'
 DW0929'A NEW HIGHWAY IS UNDER CONSTRUCTION WHICH WILL SHORTEN THE
 DW0929'MILEAGE FROM COUNTY WELL.
 DW0929
 DW0929                          STATION RECOVERY (1952)
 DW0929
 DW0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DRH)
 DW0929'STATION RECOVERED AS DESCRIBED.
 DW0929
 DW0929                          STATION RECOVERY (1961)
 DW0929
 DW0929'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DW0929'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DW0929
 DW0929                          STATION RECOVERY (1965)
 DW0929
 DW0929'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0929'STATION, REFERENCE MARKS 1 AND 2, WERE RECOVERED IN GOOD
 DW0929'CONDITION.
 DW0929
 DW0929                          STATION RECOVERY (1971)
 DW0929
 DW0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DW0929'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 DW0929'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DW0929'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1949
 DW0929'DATA COMPLETE NEW DESCRIPTION FOLLOWS--
 DW0929'
 DW0929'THE STATION IS LOCATED ABOUT 39 MILES SOUTH OF QUARTZSITE, 36
 DW0929'MILES NORTHEAST OF YUMA, 22 MILES NORTH OF THE MAIN GATE TO YUMA
 DW0929'PROVING GROUND, 14 MILES EAST OF THE COLORADO RIVER AND 0.3 MILE
 DW0929'WEST OF U.S. HIGHWAY 95.
 DW0929'
 DW0929'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE GO EAST ON
 DW0929'BUSINESS LOOP INTERSTATE 10 FOR 0.7 MILE TO THE JUNCTION OF
 DW0929'U.S. HIGHWAY 95.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 95 FOR
 DW0929'30.1 MILES TO MILE POST 75 AND A MICROWAVE ON THE RIGHT.  CONTINUE
 DW0929'SOUTH ON U.S. HIGHWAY 95 FOR 10.1 MILES TO MILE POST 65.
 DW0929'CONTINUE SOUTH ON U.S. HIGHWAY 95 FOR 0.05 MILE TO A SIDE ROAD
 DW0929'RIGHT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.1 MILE TO A
 DW0929'SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK TURN RIGHT AND
 DW0929'GO NORTH ON GRAVELED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK
 DW0929'ON THE LEFT.) CONTINUE WEST ON GRAVELED ROAD FOR
 DW0929'0.15 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH THEN EAST
 DW0929'ON BLADED ROAD FOR 0.3 MILE TO THE STATION ON THE HIGHEST
 DW0929'POINT OF A SMALL HILL.
 DW0929'
 DW0929'THE STATION MARK IS A STANDARD DISK STAMPED HILL TOP 1949,
 DW0929'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 DW0929'GROUND.
 DW0929'
 DW0929'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HILL TOP NO 1 1949,
 DW0929'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 DW0929'GROUND.
 DW0929'
 DW0929'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HILL TOP NO 2 1949,
 DW0929'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 DW0929'GROUND.
 DW0929'
 DW0929'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK USED AS THE AZIMUTH MARK
 DW0929'AND IS STAMPED TR 25 980 1934, SET IN THE TOP OF A 8-INCH SQUARE
 DW0929'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 DW0929'87 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 5 FEET
 DW0929'SOUTHEAST OF A 4X4-INCH WOODEN WITNESS POST.
 DW0929'
 DW0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DW0929'39 MILES SOUTH OF QUARTZSITE.
 DW0929
 DW0929                          STATION RECOVERY (1981)
 DW0929
 DW0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0929'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DECRIBED IN 1949.
 DW0929'REFERENCE MARK 3 WAS ESTABLISHED IN THE GRADED AREA EAST OF THE
 DW0929'STATION FOR A SAFE HELICOPTER LANDING.
 DW0929'
 DW0929'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---HILL TOP 1949 NO 3
 DW0929'1981---.  IT IS SET IN A DRILL HOLE IN EXPOSED BEDROCK.
 DW0929'
 DW0929'PRIOR PERMISSION SHOULD BE OBTAINED BY FILING FORM DARCOM 1663 WITH
 DW0929'THE SECURITY DIRECTORATE, ATTN---STEXP-SPD, U.S. ARMY, YUMA PROVING
 DW0929'GROUND, YUMA, AZ 85364.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0930 ***********************************************************************
 DW0930  DESIGNATION -  HILL TOP CAIRN
 DW0930  PID         -  DW0930
 DW0930  STATE/COUNTY-  AZ/LA PAZ
 DW0930  USGS QUAD   -  MIDDLE MOUNTAINS NORTH (1986)
 DW0930
 DW0930                         *CURRENT SURVEY CONTROL
 DW0930  ___________________________________________________________________
 DW0930* NAD 83(1992)-  33 06 15.57976(N)    114 17 59.25000(W)     ADJUSTED  
 DW0930* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 DW0930  ___________________________________________________________________
 DW0930  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DW0930  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DW0930  HORZ ORDER  -  THIRD
 DW0930
 DW0930.The horizontal coordinates were established by classical geodetic methods
 DW0930.and adjusted by the National Geodetic Survey in August 1993.
 DW0930
 DW0930.The orthometric height was scaled from a topographic map.
 DW0930
 DW0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0930
 DW0930.The geoid height was determined by GEOID03.
 DW0930
 DW0930;                    North         East     Units Scale Factor Converg.
 DW0930;SPC AZ W     -   233,463.140   162,043.857   MT  0.99996579   -0 18 01.0
 DW0930;SPC AZ W     -   765,955.18    531,639.95   iFT  0.99996579   -0 18 01.0
 DW0930;UTM  11      - 3,666,097.224   751,982.848   MT  1.00038295   +1 28 31.9
 DW0930
 DW0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0930!SPC AZ W     -   0.99995106  x   0.99996579  =   0.99991685
 DW0930!UTM  11      -   0.99995106  x   1.00038295  =   1.00033399
 DW0930
 DW0930                          SUPERSEDED SURVEY CONTROL
 DW0930
 DW0930  NAD 83(1986)-  33 06 15.57986(N)    114 17 59.25502(W) AD(       ) 4
 DW0930  NAD 27      -  33 06 15.44400(N)    114 17 56.45800(W) AD(       ) 3
 DW0930
 DW0930.Superseded values are not recommended for survey control.
 DW0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0930.See file dsdata.txt to determine how the superseded data were derived.
 DW0930
 DW0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5198366097(NAD 83)
 DW0930_MARKER: 72 = CAIRN
 DW0930
 DW0930  HISTORY     - Date     Condition        Report By
 DW0930  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0930
 DW0930                          STATION DESCRIPTION
 DW0930
 DW0930'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1786 ***********************************************************************
 CZ1786  DESIGNATION -  HILLS
 CZ1786  PID         -  CZ1786
 CZ1786  STATE/COUNTY-  AZ/COCHISE
 CZ1786  USGS QUAD   -  DRAGOON (1995)
 CZ1786
 CZ1786                         *CURRENT SURVEY CONTROL
 CZ1786  ___________________________________________________________________
 CZ1786* NAD 83(1992)-  32 04 20.13519(N)    110 00 16.77714(W)     ADJUSTED  
 CZ1786* NAVD 88     -      1687.     (meters)    5535.     (feet)  SCALED    
 CZ1786  ___________________________________________________________________
 CZ1786  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CZ1786  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CZ1786  HORZ ORDER  -  SECOND
 CZ1786
 CZ1786.The horizontal coordinates were established by classical geodetic methods
 CZ1786.and adjusted by the National Geodetic Survey in August 1993.
 CZ1786
 CZ1786.The orthometric height was scaled from a topographic map.
 CZ1786
 CZ1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1786
 CZ1786.The geoid height was determined by GEOID03.
 CZ1786
 CZ1786;                    North         East     Units Scale Factor Converg.
 CZ1786;SPC AZ E     -   118,890.405   228,654.950   MT  0.99990288   +0 05 09.7
 CZ1786;SPC AZ E     -   390,060.38    750,180.28   iFT  0.99990288   +0 05 09.7
 CZ1786;UTM  12      - 3,548,878.498   593,943.422   MT  0.99970884   +0 31 42.8
 CZ1786
 CZ1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1786!SPC AZ E     -   0.99973947  x   0.99990288  =   0.99964238
 CZ1786!UTM  12      -   0.99973947  x   0.99970884  =   0.99944839
 CZ1786
 CZ1786|---------------------------------------------------------------------|
 CZ1786| PID    Reference Object                     Distance      Geod. Az  |
 CZ1786|                                                           dddmmss.s |
 CZ1786| CC6673 HILLS RM 1                            4.111 METERS 20840     |
 CZ1786| CZ0027 JOHNSON                             APPROX. 4.2 KM 2880357.9 |
 CZ1786| CC6674 HILLS RM 2                            5.002 METERS 29517     |
 CZ1786|---------------------------------------------------------------------|
 CZ1786
 CZ1786                          SUPERSEDED SURVEY CONTROL
 CZ1786
 CZ1786  NAD 83(1986)-  32 04 20.12824(N)    110 00 16.77477(W) AD(       ) 2
 CZ1786  NAD 27      -  32 04 19.84270(N)    110 00 14.52780(W) AD(       ) 2
 CZ1786
 CZ1786.Superseded values are not recommended for survey control.
 CZ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1786.See file dsdata.txt to determine how the superseded data were derived.
 CZ1786
 CZ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9394348878(NAD 83)
 CZ1786_MARKER: DS = TRIANGULATION STATION DISK
 CZ1786_SETTING: 80 = SET IN A BOULDER
 CZ1786_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1786
 CZ1786  HISTORY     - Date     Condition        Report By
 CZ1786  HISTORY     - 1960     MONUMENTED       CGS
 CZ1786
 CZ1786                          STATION DESCRIPTION
 CZ1786
 CZ1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1786'THE STATION IS ABOUT 4 MILES NORTHEAST OF DRAGON AND ABOUT
 CZ1786'3 MILES SOUTHEAST OF THE JOHNSON ROAD OVERPASS ON INTERSTATE
 CZ1786'HIGHWAY 10, ON THE HIGHEST PART OF THE GUNNISON HILLS.
 CZ1786'
 CZ1786'TO REACH THE STATION FROM THE POST OFFICE AT BENSON GO EAST
 CZ1786'ON STATE HIGHWAY 86 AND INTERSTATE HIGHWAY 10 FOR 17.0 MILES
 CZ1786'TO THE JOHNSON ROAD OVERPASS.  HERE TURN RIGHT ACROSS THE
 CZ1786'CATTLE GUARD AND GO SOUTH AND SOUTHEAST ON THE GRAVELED
 CZ1786'ROAD, TOWARDS DRAGON FOR 1.3 MILES TO A TRACK ROAD LEFT,
 CZ1786'TURN LEFT AND GO EAST ON THE TRACK ROAD FOR 1.6 MILES TO AN
 CZ1786'OPENING IN THE FENCE JUST NORTH OF AN EARTH TANK.  HERE TURN
 CZ1786'LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.3 MILES, THEN LEAVE
 CZ1786'THE TRACK ROAD, PICK YOUR WAY NORTHEAST ACROSS COUNTRY
 CZ1786'TOWARDS THE BASE OF THE HIGH PEAK FOR 1.0 MILE AND THE END OF
 CZ1786'TRUCK TRAVEL.  FROM HERE PACK NORTHEAST TO THE SUMMIT AND
 CZ1786'STATION.  LENGTH OF PACK ABOUT 1 HOUR.
 CZ1786'
 CZ1786'THE STATION MARK, STAMPED HILLS 1960, IS A STANDARD DISK
 CZ1786'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.
 CZ1786'IT IS 7 FEET SOUTH OF A CAIRN.
 CZ1786'
 CZ1786'REFERENCE MARK NO. 1, STAMPED HILLS NO 1 1960, IS A STANDARD
 CZ1786'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 20 FEET
 CZ1786'SOUTHWEST OF THE CAIRN AND 2-1/2 FEET BELOW STATION ELEVATION.
 CZ1786'
 CZ1786'REFERENCE MARK NO. 2, STAMPED HILLS NO 2 1960, IS A STANDARD
 CZ1786'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 CZ1786'10 INCHES.  IT IS 16 FEET WEST OF THE CAIRN AND THE SAME
 CZ1786'ELEVATION AS THE STATION.
 CZ1786'
 CZ1786'TRIANGULATION STATION JOHNSON MAY BE USED FOR THE AZIMUTH
 CZ1786'MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0978 ***********************************************************************
 ET0978  DESIGNATION -  HILLSIDE
 ET0978  PID         -  ET0978
 ET0978  STATE/COUNTY-  AZ/YAVAPAI
 ET0978  USGS QUAD   -  WEAVER PEAK (1969)
 ET0978
 ET0978                         *CURRENT SURVEY CONTROL
 ET0978  ___________________________________________________________________
 ET0978* NAD 83(1992)-  34 21 53.35261(N)    112 47 20.23202(W)     ADJUSTED  
 ET0978* NAVD 88     -      1826.3    (meters)    5992.     (feet)  VERTCON   
 ET0978  ___________________________________________________________________
 ET0978  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 ET0978  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 ET0978  HORZ ORDER  -  THIRD
 ET0978
 ET0978.The horizontal coordinates were established by classical geodetic methods
 ET0978.and adjusted by the National Geodetic Survey in August 1993.
 ET0978
 ET0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0978
 ET0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0978
 ET0978.The geoid height was determined by GEOID03.
 ET0978
 ET0978;                    North         East     Units Scale Factor Converg.
 ET0978;SPC AZ C     -   373,462.488   133,127.012   MT  0.99997932   -0 29 32.6
 ET0978;SPC AZ C     - 1,225,270.63    436,768.41   iFT  0.99997932   -0 29 32.6
 ET0978;UTM  12      - 3,804,057.645   335,493.866   MT  0.99993358   -1 00 36.1
 ET0978
 ET0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0978!SPC AZ C     -   0.99971777  x   0.99997932  =   0.99969710
 ET0978!UTM  12      -   0.99971777  x   0.99993358  =   0.99965137
 ET0978
 ET0978|---------------------------------------------------------------------|
 ET0978| PID    Reference Object                     Distance      Geod. Az  |
 ET0978|                                                           dddmmss.s |
 ET0978| CH2495 HILLSIDE RM 2                         6.782 METERS 04830     |
 ET0978| CH2494 HILLSIDE RM 1                        12.649 METERS 18443     |
 ET0978| ET0980 WEAVER MTN                          APPROX. 4.6 KM 2045835.5 |
 ET0978|---------------------------------------------------------------------|
 ET0978
 ET0978                          SUPERSEDED SURVEY CONTROL
 ET0978
 ET0978  NAD 83(1986)-  34 21 53.35127(N)    112 47 20.23629(W) AD(       ) 3
 ET0978  NAD 27      -  34 21 53.26945(N)    112 47 17.58846(W) AD(       ) 3
 ET0978  NGVD 29 (07/19/86) 1825.4    (m)         5989.     (f) VERT ANG    3  
 ET0978
 ET0978.Superseded values are not recommended for survey control.
 ET0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0978.See file dsdata.txt to determine how the superseded data were derived.
 ET0978
 ET0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3549404058(NAD 83)
 ET0978_MARKER: DS = TRIANGULATION STATION DISK
 ET0978_SETTING: 66 = SET IN ROCK OUTCROP
 ET0978_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ET0978
 ET0978  HISTORY     - Date     Condition        Report By
 ET0978  HISTORY     - 1935     MONUMENTED       USFS
 ET0978  HISTORY     - 1955     GOOD             CGS
 ET0978  HISTORY     - 1972     GOOD             AZHD
 ET0978
 ET0978                          STATION DESCRIPTION
 ET0978
 ET0978'DESCRIBED BY US FOREST SERVICE 1935
 ET0978'STATION IS MOST EASTERLY AND HIGHEST POINT OF FIRST GRANITE
 ET0978'RIDGE N OF WEAVER MOUNTAIN (HIGHEST RIDGE IN THIS LOCALITY)
 ET0978'AND 8 MILES (AIR LINE) SE OF HILLSIDE.
 ET0978'
 ET0978'STATION MARK IS A STANDARD U.S.F.S. TABLET IN BEDROCK, STAMPED
 ET0978'HILLSIDE 1935.
 ET0978'
 ET0978'TO REACH STATION FROM HILLSIDE, CROSS A.T. AND S.F. RAILWAY
 ET0978'TRACKS AND TAKE DIM, ROUGH ROAD SOUTHERLY APPROXIMATELY 7 MILES
 ET0978'TO A POINT 1/2 MILE N OF ABANDONED RANCHHOUSE, THENCE TURN
 ET0978'EASTWARDLY ON ABANDONED FREIGHT ROAD (WHICH IS VERY DIM AND ROUGH)
 ET0978'APPROXIMATELY 1-1/2 MILES.  THENCE FOLLOW CANYON EASTWARDLY
 ET0978'TO BASE OF RIDGE AND FOLLOW RIDGE TO E EDGE, HIGHEST POINT
 ET0978'AND STATION.  ABOUT 3 HOURS CLIMB.
 ET0978'
 ET0978'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 6-FOOT
 ET0978'WHITEWASHED CAIRN.
 ET0978
 ET0978                          STATION RECOVERY (1955)
 ET0978
 ET0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0978'THE STATION WAS NOT VISITED.  A SIGNAL POLE WITH A CROSS BANNER
 ET0978'WAS VISIBLE ON THE HIGHEST PART OF THE MOUNTAIN, AND THREE
 ET0978'RANCHERS VERIFIED THE PEAK AS BEING THE ONE ON WHICH THE
 ET0978'STATION IS LOCATED.  THE MOUNTAIN IS KNOWN LOCALLY AS EVANS
 ET0978'MOUNTAIN.
 ET0978
 ET0978                          STATION RECOVERY (1972)
 ET0978
 ET0978'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0978'ALL MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1356 ***********************************************************************
 FS1356  DESIGNATION -  HILLSIDE
 FS1356  PID         -  FS1356
 FS1356  STATE/COUNTY-  AZ/MOHAVE
 FS1356  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1356
 FS1356                         *CURRENT SURVEY CONTROL
 FS1356  ___________________________________________________________________
 FS1356* NAD 83(1992)-  35 26 03.77097(N)    114 17 06.27476(W)     ADJUSTED  
 FS1356* NAVD 88     -      1082.9    (meters)    3553.     (feet)  VERTCON   
 FS1356  ___________________________________________________________________
 FS1356  LAPLACE CORR-           7.32  (seconds)                    DEFLEC99
 FS1356  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS1356  HORZ ORDER  -  SECOND
 FS1356
 FS1356.The horizontal coordinates were established by classical geodetic methods
 FS1356.and adjusted by the National Geodetic Survey in August 1993.
 FS1356
 FS1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1356
 FS1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1356
 FS1356.The geoid height was determined by GEOID03.
 FS1356
 FS1356;                    North         East     Units Scale Factor Converg.
 FS1356;SPC AZ W     -   491,909.507   164,776.406   MT  0.99996241   -0 18 36.8
 FS1356;SPC AZ W     - 1,613,876.34    540,605.01   iFT  0.99996241   -0 18 36.8
 FS1356;UTM  11      - 3,924,602.781   746,455.410   MT  1.00034859   +1 34 29.4
 FS1356
 FS1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1356!SPC AZ W     -   0.99983452  x   0.99996241  =   0.99979693
 FS1356!UTM  11      -   0.99983452  x   1.00034859  =   1.00018305
 FS1356
 FS1356|---------------------------------------------------------------------|
 FS1356| PID    Reference Object                     Distance      Geod. Az  |
 FS1356|                                                           dddmmss.s |
 FS1356| CS4808 HILLSIDE RM 1                         4.832 METERS 05233     |
 FS1356| CS4809 HILLSIDE RM 2                         7.417 METERS 23236     |
 FS1356| FS1367 TRANS                               APPROX. 6.0 KM 3285646.0 |
 FS1356|---------------------------------------------------------------------|
 FS1356
 FS1356                          SUPERSEDED SURVEY CONTROL
 FS1356
 FS1356  NAD 83(1986)-  35 26 03.76828(N)    114 17 06.27161(W) AD(       ) 2
 FS1356  NGVD 29 (11/23/90) 1082.1    (m)         3550.     (f) VERT ANG    3  
 FS1356
 FS1356.Superseded values are not recommended for survey control.
 FS1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1356.See file dsdata.txt to determine how the superseded data were derived.
 FS1356
 FS1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4645524603(NAD 83)
 FS1356_MARKER: DS = TRIANGULATION STATION DISK
 FS1356_SETTING: 66 = SET IN ROCK OUTCROP
 FS1356_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1356+STABILITY: POSITION/ELEVATION WELL
 FS1356
 FS1356  HISTORY     - Date     Condition        Report By
 FS1356  HISTORY     - 1981     MONUMENTED       AZDT
 FS1356
 FS1356                          STATION DESCRIPTION
 FS1356
 FS1356'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1356'THE STATION IS LOCATED 21 MILES NORTHWEST OF KINGMAN, 3 MILES
 FS1356'NORTHWEST OF GRASS HOPPER JUNCTION AND 300 FEET EAST OF U.S. HIGHWAY
 FS1356'93.
 FS1356'
 FS1356'THE STATION MARK IS AN ADOT DISK STAMPED---HILLSIDE 1981.  IT IS SET
 FS1356'IN A DRILL HOLE IN A BOULDER 200 FEET EAST OF RIGHT OF WAY FENCELINE.
 FS1356'
 FS1356'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---HILLSIDE RM 1 1981.  IT IS
 FS1356'SET IN A DRILL HOLE IN A BOULDER.
 FS1356'
 FS1356'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---HILLSIDE RM 2 1981.  IT IS
 FS1356'SET IN A DRILL HOLE IN A BOULDER.
 FS1356'
 FS1356'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1356'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT AND
 FS1356'TRAVEL WEST ALONG U.S. 66 FOR 2.3 MILES TO THE U.S. 93 AND I 40
 FS1356'INTERCHANGE.  TRAVEL NORTH ALONG U.S. 93 FOR 18.35 MILES TO
 FS1356'GRASSHOPPER JUNCTION, CONTINUE NORTH ALONG U.S. 93 FOR 2.95 MILES TO A
 FS1356'LOW ROCKY HILL ON THE RIGHT AND THE STATION.  MARKED BY A WITNESS POST
 FS1356'AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1941 ***********************************************************************
 DU1941  DESIGNATION -  HILLTOP
 DU1941  PID         -  DU1941
 DU1941  STATE/COUNTY-  AZ/GILA
 DU1941  USGS QUAD   -  CASSADORE SPRING (1966)
 DU1941
 DU1941                         *CURRENT SURVEY CONTROL
 DU1941  ___________________________________________________________________
 DU1941* NAD 83(1992)-  33 34 29.95203(N)    110 22 43.10726(W)     ADJUSTED  
 DU1941* NAVD 88     -      2021.0    (meters)    6631.     (feet)  VERTCON   
 DU1941  ___________________________________________________________________
 DU1941  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 DU1941  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DU1941  HORZ ORDER  -  SECOND
 DU1941
 DU1941.The horizontal coordinates were established by classical geodetic methods
 DU1941.and adjusted by the National Geodetic Survey in August 1993.
 DU1941
 DU1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1941
 DU1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1941
 DU1941.The geoid height was determined by GEOID03.
 DU1941
 DU1941;                    North         East     Units Scale Factor Converg.
 DU1941;SPC AZ E     -   285,536.831   193,681.765   MT  0.99990477   -0 07 02.0
 DU1941;SPC AZ E     -   936,800.63    635,438.86   iFT  0.99990477   -0 07 02.0
 DU1941;UTM  12      - 3,715,205.898   557,665.803   MT  0.99964100   +0 20 37.1
 DU1941
 DU1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1941!SPC AZ E     -   0.99968686  x   0.99990477  =   0.99959166
 DU1941!UTM  12      -   0.99968686  x   0.99964100  =   0.99932798
 DU1941
 DU1941:                Primary Azimuth Mark                     Grid Az
 DU1941:SPC AZ E     -  HILLTOP AZ MK                            006 24 52.1
 DU1941:UTM  12      -  HILLTOP AZ MK                            005 57 13.0
 DU1941
 DU1941|---------------------------------------------------------------------|
 DU1941| PID    Reference Object                     Distance      Geod. Az  |
 DU1941|                                                           dddmmss.s |
 DU1941| CD3010 HILLTOP AZ MK                                      0061750.1 |
 DU1941| CD3012 HILLTOP RM 2                          8.184 METERS 06947     |
 DU1941| DU1943 HILLTOP LOOKOUT HOUSE                29.257 METERS 30932     |
 DU1941| CD3011 HILLTOP RM 1                          9.038 METERS 35133     |
 DU1941|---------------------------------------------------------------------|
 DU1941
 DU1941                          SUPERSEDED SURVEY CONTROL
 DU1941
 DU1941  NAD 83(1986)-  33 34 29.94781(N)    110 22 43.10852(W) AD(       ) 2
 DU1941  NAD 27      -  33 34 29.75740(N)    110 22 40.74350(W) AD(       ) 2
 DU1941  NGVD 29 (07/19/86) 2020.3    (m)         6628.     (f) VERT ANG    3  
 DU1941
 DU1941.Superseded values are not recommended for survey control.
 DU1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1941.See file dsdata.txt to determine how the superseded data were derived.
 DU1941
 DU1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5766615206(NAD 83)
 DU1941_MARKER: DS = TRIANGULATION STATION DISK
 DU1941_SETTING: 66 = SET IN ROCK OUTCROP
 DU1941
 DU1941  HISTORY     - Date     Condition        Report By
 DU1941  HISTORY     - 1958     MONUMENTED       CGS
 DU1941  HISTORY     - 1960     GOOD             CGS
 DU1941  HISTORY     - 1967     GOOD             AMS
 DU1941  HISTORY     - 1968     GOOD             CGS
 DU1941
 DU1941                          STATION DESCRIPTION
 DU1941
 DU1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1941'THE STATION IS LOCATED AIRLINE, ABOUT 26 MILES NORTHEAST OF GLOBE
 DU1941'AND ABOUT 15 MILES SOUTH-SOUTHEAST OF SENECA, ON THE HIGHEST PART
 DU1941'OF A BRUSH COVERED HILL NEAR HILLTOP LOOKOUT HOUSE.
 DU1941'
 DU1941'THE STATION IS A STANDARD DISK STAMPED HILLTOP 1958 SET IN A
 DU1941'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES
 DU1941'ABOVE THE GROUND.  IT IS 95.99 FEET SOUTHEAST OF THE LOOKOUT
 DU1941'HOUSE.
 DU1941'
 DU1941'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HILLTOP
 DU1941'NO 1 1958 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DU1941'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT THE SAME
 DU1941'ELEVATION AS THE STATION.  IT IS 58 FEET EAST OF THE CENTER OF THE
 DU1941'TRACK ROAD.
 DU1941'
 DU1941'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HILLTOP NO
 DU1941'2 1958 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU1941'ABOUT 14 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 DU1941'AS THE STATION.  IT IS 60 FEET EAST OF THE CENTER OF A TRACK ROAD.
 DU1941'
 DU1941'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HILLTOP 1958 SET IN
 DU1941'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES
 DU1941'ABOVE THE GROUND.  IT IS 12 FEET WEST OF THE CENTER OF A TRACK
 DU1941'ROAD, 10 FEET SOUTHEAST OF A LARGE JUNIPER TREE WITH A TRIANGULAR
 DU1941'BLAZE AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 DU1941'
 DU1941'THE HILLTOP LOOKOUT HOUSE IS 14-FOOT SQUARE, 14 FOOT HIGH AND IS
 DU1941'PAINTED WHITE.  THE CENTER OF THE ROOF WAS THE POINT OF
 DU1941'INTERSECTION.
 DU1941'
 DU1941'TO REACH THE STATION FROM THE APACHE REST CHEVRON SERVICE STATION
 DU1941'IN SENECA, WHICH IS ABOUT 50 MILES SOUTHWEST OF SHOW LOW ON
 DU1941'U.S. HIGHWAY 60, GO SOUTHWEST ON U.S. HIGHWAY 60 FOR 3.2 MILES
 DU1941'TO A CROSS-ROAD.  TURN LEFT OFF THE HIGHWAY AND FOLLOW A DIRT
 DU1941'ROAD SOUTH FOR 13.5 MILES TO A FORK IN FRONT OF A WHITE HOUSE IN
 DU1941'THE SMALL SETTLEMENT OF SAWMILL.  TAKE THE LEFT FORK AND GO EAST
 DU1941'ON THE MAIN ROAD FOR 1.05 MILES TO A SIGN HILLTOP L.O. AND A
 DU1941'SIDE ROAD, RIGHT.  TAKE THE SIDE ROAD, RIGHT AND GO SOUTH ON
 DU1941'THE MAIN TRACK ROAD FOR 0.2 MILE.  TAKE THE RIGHT FORK AND GO
 DU1941'SOUTH FOR 0.2 MILE.  TAKE THE LEFT FORK, SOUTH FOR 2.1 MILES
 DU1941'TO A WHITE WITNESS POST, A LARGE JUNIPER TREE WITH A TRIANGULAR
 DU1941'BLAZE ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE STRAIGHT
 DU1941'AHEAD, SOUTH ON THE TRACK ROAD FOR 1.8 MILES TO THE HIGHEST
 DU1941'PART OF THE HILL, THE LOOKOUT HOUSE AND THE STATION.
 DU1941
 DU1941                          STATION RECOVERY (1960)
 DU1941
 DU1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1941'ALL MARKS WERE FOUND IN GOOD CONDITION AS DECRIBED.
 DU1941
 DU1941                          STATION RECOVERY (1967)
 DU1941
 DU1941'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1941'STATION HILLTOP IS LOCATED APPROXIMATELY 26.0 AIRMILES (NE)
 DU1941'OF GLOBE AND 15.0 AIRMILES (SSE) OF SALT RIVER BRIDGE LOCATED
 DU1941'BETWEEN GLOBE AND SHOWLOW, ARIZONA.
 DU1941'
 DU1941'TO REACH FROM SALT RIVER BRIDGE ON U.S. HWY 60 TRAVEL (S) FROM
 DU1941'THE BRIDGE FOR 8.9 MI TO A DIRT SIDE ROAD AND TURN LEFT (E),
 DU1941'CONTINUE ON DIRT ROAD FOR 3.4 MI. TO A FORK IN ROAD AND TAKE LEFT
 DU1941'FORK, PROCEED FOR 10.2 MI TO SETTLEMENT OF SAWMILL AND TAKE LEFT
 DU1941'FORK (E) IN FRONT OF WHITE HOUSE, CONTINUE ON THIS ROAD FOR 1.2
 DU1941'MI TO SIGN READING HILLTOP L.O. 4 MILES, AT THIS POINT FOLLOW
 DU1941'ARROW ON SIGN BY TAKING RIGHT FORK (ESE) AND CONTINUE ON TO
 DU1941'STATION.
 DU1941'
 DU1941'THE STATION IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN
 DU1941'ROCK AND STAMPED HILLTOP 1958.  IT IS LOCATED 95.99 FT (SE) OF
 DU1941'THE LOOKOUT HOUSE AND IS THE HIGHEST POINT ON THE MOUNTAIN.
 DU1941'
 DU1941'THE AZIMUTH MARK IS A STANDARD USC AND GS BRONZE AZ MK DISK
 DU1941'CEMENTED IN ROCK STAMPED HILLTOP 1958.  IT IS LOCATED 1.8 ROAD
 DU1941'MILES FROM STATION HILLTOP, APPROXIMATELY 12.0 FT (W) OF ROAD
 DU1941'CENTERLINE.  THE AZ MK IS ALONG THE ROAD USED TO APPROACH STATION
 DU1941'HILLTOP.
 DU1941'
 DU1941'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK CEMENTED IN ROCK
 DU1941'AND STAMPED HILLTOP 1958 NO 1.  FROM THE STATION IT IS (NW) ON
 DU1941'A MAG AZ OF 335 DEG AT A DISTANCE OF 9.05M AND A DE OF +0.02M.
 DU1941'
 DU1941'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK CEMENTED IN ROCK
 DU1941'AND STAMPED HILLTOP 1958 NO. 2.  FROM THE STATION IT IS (NE) ON
 DU1941'A MAG AZ OF 53 DEG AT A DISTANCE OF 8.20M AND A DE OF -0.03M.
 DU1941'
 DU1941'HEIGHT OF TRIPOD WAS 1.49M.  THE VIEW IS BLOCKED ON A MAG AZ OF
 DU1941'285 DEG - 300 DEG AND 135 DEG TO 150 DEG.
 DU1941
 DU1941                          STATION RECOVERY (1968)
 DU1941
 DU1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DU1941'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DU1941'IN GOOD CONDITION.
 DU1941'
 DU1941'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 DU1941'
 DU1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 26
 DU1941'MILES NORTHEAST OF GLOBE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1943 ***********************************************************************
 DU1943  DESIGNATION -  HILLTOP LOOKOUT HOUSE
 DU1943  PID         -  DU1943
 DU1943  STATE/COUNTY-  AZ/GILA
 DU1943  USGS QUAD   -  CASSADORE SPRING (1966)
 DU1943
 DU1943                         *CURRENT SURVEY CONTROL
 DU1943  ___________________________________________________________________
 DU1943* NAD 83(1992)-  33 34 30.55649(N)    110 22 43.98218(W)     ADJUSTED  
 DU1943* NAVD 88     -      2026.     (meters)    6647.     (feet)  VERTCON   
 DU1943  ___________________________________________________________________
 DU1943  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 DU1943  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DU1943  HORZ ORDER  -  THIRD
 DU1943
 DU1943.The horizontal coordinates were established by classical geodetic methods
 DU1943.and adjusted by the National Geodetic Survey in August 1993.
 DU1943
 DU1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1943
 DU1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1943
 DU1943.The geoid height was determined by GEOID03.
 DU1943
 DU1943;                    North         East     Units Scale Factor Converg.
 DU1943;SPC AZ E     -   285,555.499   193,659.242   MT  0.99990478   -0 07 02.5
 DU1943;SPC AZ E     -   936,861.87    635,364.97   iFT  0.99990478   -0 07 02.5
 DU1943;UTM  12      - 3,715,224.379   557,643.136   MT  0.99964096   +0 20 36.6
 DU1943
 DU1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1943!SPC AZ E     -   0.99968613  x   0.99990478  =   0.99959094
 DU1943!UTM  12      -   0.99968613  x   0.99964096  =   0.99932720
 DU1943
 DU1943                          SUPERSEDED SURVEY CONTROL
 DU1943
 DU1943  NAD 83(1986)-  33 34 30.55234(N)    110 22 43.98355(W) AD(       ) 4
 DU1943  NAD 27      -  33 34 30.36200(N)    110 22 41.61800(W) AD(       ) 3
 DU1943  NGVD 29 (07/19/86) 2025.     (m)         6644.     (f) VERT ANG    3  
 DU1943
 DU1943.Superseded values are not recommended for survey control.
 DU1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1943.See file dsdata.txt to determine how the superseded data were derived.
 DU1943
 DU1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC5764315224(NAD 83)
 DU1943_MARKER: 73 = LOOKOUT HOUSE
 DU1943
 DU1943  HISTORY     - Date     Condition        Report By
 DU1943  HISTORY     - 1958     FIRST OBSERVED   CGS
 DU1943
 DU1943                          STATION DESCRIPTION
 DU1943
 DU1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DU1943'THE HILLTOP LOOKOUT HOUSE IS 14-FOOT SQUARE, 14 FOOT HIGH AND IS
 DU1943'PAINTED WHITE.  THE CENTER OF THE ROOF WAS THE POINT OF
 DU1943'INTERSECTION.
 DU1943'
 DU1943'TO REACH THE LOOKOUT HOUSE FROM THE APACHE REST CHEVRON SERVICE
 DU1943'STATION IN SENECA, WHICH IS ABOUT 50 MILES SOUTHWEST OF SHOW LOW ON
 DU1943'U.S. HIGHWAY 60, GO SOUTHWEST ON U.S. HIGHWAY 60 FOR 3.2 MILES
 DU1943'TO A CROSS-ROAD.  TURN LEFT OFF THE HIGHWAY AND FOLLOW A DIRT
 DU1943'ROAD SOUTH FOR 13.5 MILES TO A FORK IN FRONT OF A WHITE HOUSE IN
 DU1943'THE SMALL SETTLEMENT OF SAWMILL.  TAKE THE LEFT FORK AND GO EAST
 DU1943'ON THE MAIN ROAD FOR 1.05 MILES TO A SIGN HILLTOP L.O. AND A
 DU1943'SIDE ROAD, RIGHT.  TAKE THE SIDE ROAD, RIGHT AND GO SOUTH ON
 DU1943'THE MAIN TRACK ROAD FOR 0.2 MILE.  TAKE THE RIGHT FORK AND GO
 DU1943'SOUTH FOR 0.2 MILE.  TAKE THE LEFT FORK, SOUTH FOR 2.1 MILES
 DU1943'TO A WHITE WITNESS POST, A LARGE JUNIPER TREE WITH A TRIANGULAR
 DU1943'BLAZE ON THE RIGHT AND HILLTOP AZIMUTH MARK.  CONTINUE STRAIGHT
 DU1943'AHEAD, SOUTH ON THE TRACK ROAD FOR 1.8 MILES TO THE HIGHEST
 DU1943'PART OF THE HILL AND THE LOOKOUT HOUSE.            .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0682 ***********************************************************************
 DV0682  DESIGNATION -  HILTON
 DV0682  PID         -  DV0682
 DV0682  STATE/COUNTY-  AZ/MARICOPA
 DV0682  USGS QUAD   -  PHOENIX (1982)
 DV0682
 DV0682                         *CURRENT SURVEY CONTROL
 DV0682  ___________________________________________________________________
 DV0682* NAD 83(1992)-  33 25 40.06295(N)    112 03 31.09828(W)     ADJUSTED  
 DV0682* NAVD 88     -       331.260  (meters)    1086.81   (feet)  ADJUSTED  
 DV0682  ___________________________________________________________________
 DV0682  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DV0682  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0682  DYNAMIC HT  -         330.879 (meters)    1085.56  (feet)  COMP
 DV0682  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DV0682
 DV0682  HORZ ORDER  -  SECOND
 DV0682  VERT ORDER  -  FIRST     CLASS II
 DV0682
 DV0682.The horizontal coordinates were established by classical geodetic methods
 DV0682.and adjusted by the National Geodetic Survey in August 1993.
 DV0682
 DV0682.The orthometric height was determined by differential leveling
 DV0682.and adjusted in November 1993.
 DV0682
 DV0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0682
 DV0682.The geoid height was determined by GEOID03.
 DV0682
 DV0682.The dynamic height is computed by dividing the NAVD 88
 DV0682.geopotential number by the normal gravity value computed on the
 DV0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0682.degrees latitude (g = 980.6199 gals.).
 DV0682
 DV0682.The modeled gravity was interpolated from observed gravity values.
 DV0682
 DV0682;                    North         East     Units Scale Factor Converg.
 DV0682;SPC AZ C     -   269,201.841   200,157.997   MT  0.99990215   -0 04 41.6
 DV0682;SPC AZ C     -   883,208.14    656,686.34   iFT  0.99990215   -0 04 41.6
 DV0682;UTM  12      - 3,699,214.899   401,584.196   MT  0.99971941   -0 34 59.6
 DV0682
 DV0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0682!SPC AZ C     -   0.99995268  x   0.99990215  =   0.99985484
 DV0682!UTM  12      -   0.99995268  x   0.99971941  =   0.99967211
 DV0682
 DV0682|---------------------------------------------------------------------|
 DV0682| PID    Reference Object                     Distance      Geod. Az  |
 DV0682|                                                           dddmmss.s |
 DV0682| DV0684 HILTON RM 1                          17.553 METERS 04338     |
 DV0682| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 4.1 KM 0775844.2 |
 DV0682| DU2187 RNG PHOENIX TX                      APPROX. 7.7 KM 0820758.5 |
 DV0682| DV0683 HILTON RM 2                          24.320 METERS 14829     |
 DV0682| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX.10.4 KM 1813310.0 |
 DV0682| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX.10.4 KM 1815558.8 |
 DV0682| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.10.5 KM 1824536.1 |
 DV0682| DV2070 PHOENIX RADIO STA KIFN TOWER        APPROX. 1.3 KM 2590146.2 |
 DV0682| DV2072 PHOENIX SAFEWAY FOODS TANK          APPROX. 3.1 KM 2681340.0 |
 DV0682| DV2075 PHOENIX RADIO STA KRIZ MAST         APPROX. 4.9 KM 2805517.5 |
 DV0682| DV2062 PHOENIX WESTERN COMPRESS TANK       APPROX. 5.8 KM 2882200.9 |
 DV0682| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       APPROX. 2.8 KM 3293240.3 |
 DV0682| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 3.4 KM 3342746.8 |
 DV0682|---------------------------------------------------------------------|
 DV0682
 DV0682                          SUPERSEDED SURVEY CONTROL
 DV0682
 DV0682  NAD 83(1986)-  33 25 40.05722(N)    112 03 31.10358(W) AD(       ) 2
 DV0682  NAD 27      -  33 25 39.89770(N)    112 03 28.56920(W) AD(       ) 2
 DV0682  NGVD 29 (??/??/92)  330.602  (m)         1084.65   (f) ADJ UNCH    1 2
 DV0682
 DV0682.Superseded values are not recommended for survey control.
 DV0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0682.See file dsdata.txt to determine how the superseded data were derived.
 DV0682
 DV0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0158499215(NAD 83)
 DV0682_MARKER: DE = TRAVERSE STATION DISK
 DV0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0682_SP_SET: CONCRETE POST
 DV0682_STAMPING: HILTON 1962
 DV0682_MARK LOGO: CGS   
 DV0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0682+STABILITY: SURFACE MOTION
 DV0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0682+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV0682
 DV0682  HISTORY     - Date     Condition        Report By
 DV0682  HISTORY     - 1962     MONUMENTED       CGS
 DV0682  HISTORY     - 1962     GOOD             CGS
 DV0682  HISTORY     - 1979     GOOD             AZDT
 DV0682  HISTORY     - 19920311 GOOD             NGS
 DV0682  HISTORY     - 20061203 GOOD             GEOCAC
 DV0682
 DV0682                          STATION DESCRIPTION
 DV0682
 DV0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0682'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE
 DV0682'CENTER OF BUSINESS SECTION OF PHOENIX, AT THE JUNCTION OF E. HILTON
 DV0682'ST. AND S 11 TH ST. AND ON THE GROUNDS OF ST. MARY MAGDALENE
 DV0682'CATHOLIC CHURCH.
 DV0682'
 DV0682'TO REACH FROM THE INTERSECTION OF E. BUCKEYE ROAD AND S. 7 TH
 DV0682'STREET IN PHOENIX, GO SOUTH ON S. 7 TH STREET FOR 0.5 MILE
 DV0682'TO OVERPASS, TURN LEFT JUST AFTER PASSING UNDER OVERPASS
 DV0682'AND GO EAST ON ONE-WAY STREET FOR 0.35 MILE TO ST. MARY
 DV0682'MAGDALENE CATHOLIC CHURCH ON RIGHT AND STATION IN SOUTHWEST
 DV0682'CORNER OF PROPERTY.
 DV0682'
 DV0682'STATION MARK, A STANDARD TRAVERSE DISK STAMPED HILTON 1962,
 DV0682'IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0682'2 INCHES ABOVE THE GROUND.  THE MARK IS 46.6 FEET SOUTHWEST
 DV0682'OF THE SOUTHWEST CORNER OF CHURCH, 52.6 FEET NORTHWEST
 DV0682'OF STREET SIGN POST, 30 FEET NORTHWEST OF JUNCTION OF S. 11 TH
 DV0682'STREET AND E. HILTON STREET AND 6.5 FEET EAST OF THE WITNESS
 DV0682'POST AND FENCE.
 DV0682'
 DV0682'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED HILTON
 DV0682'NO 1 1962, IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DV0682'CONCRETE SLAB, 38 FEET NORTH OF A UTILITY POLE NO. 14N-7
 DV0682'AND 20 FEET EAST OF THE SOUTHWEST CORNER OF CHURCH.
 DV0682'
 DV0682'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED HILTON
 DV0682'NO 2 1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV0682'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS 84
 DV0682'FEET SOUTHEAST OF THE WITNESS POST, 29.5 FEET SOUTH-SOUTHEAST
 DV0682'OF STREET SIGN POST AND 4.5 FEET NORTH OF A UTILITY POLE.
 DV0682'
 DV0682'NO AZIMUTH MARK WAS SET AT THIS STATION.
 DV0682'
 DV0682'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV0682
 DV0682                          STATION RECOVERY (1962)
 DV0682
 DV0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0682'2.3 MI SE FROM PHOENIX.
 DV0682'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0682'UNION STATION AT PHOENIX, THENCE 1.1 MILES SOUTH ALONG SOUTH CENTRAL
 DV0682'AVENUE, THENCE 0.9 MILE WEST ALONG THE SERVICE ROAD ALONG THE SOUTH
 DV0682'SIDE OF INTERSTATE HIGHWAY 10, AT THE MARY MAGDALENE CATHOLIC CHURCH,
 DV0682'AT THE CORNER OF EAST HILTON AVENUE AND SOUTH 11TH STREET, 46 FEET
 DV0682'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 37 FEET NORTHWEST OF
 DV0682'THE CENTER OF THE STREET, 42.5 FEET WEST OF POWER POLE NO. 14 N 7, 6.4
 DV0682'FEET EAST OF A FENCE, 6.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 DV0682'FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST
 DV0682'PROJECTING 1 INCH.
 DV0682
 DV0682                          STATION RECOVERY (1979)
 DV0682
 DV0682'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0682'RECOVERED IN GOOD CONDITION.
 DV0682
 DV0682                          STATION RECOVERY (1992)
 DV0682
 DV0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0682'IN PHOENIX, AT THE INTERSECTION OF SOUTH 11TH STREET AND EAST HILTON
 DV0682'AVENUE, 24.4 M (80.1 FT) NORTHWEST OF REFERENCE MARK 2, 6.3 M (20.7
 DV0682'FT) NORTH OF THE EXTENDED CENTER OF EAST HILTON AVENUE, 5.3 M (17.4
 DV0682'FT) WEST OF THE EXTENDED CENTER OF THE STREET, 1.9 M (6.2 FT) EAST OF
 DV0682'A CHAIN-LINK FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE AVENUE, 0.3
 DV0682'M (1.0 FT) SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 0.2 M (0.7 FT)
 DV0682'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 DV0682'ABOVE THE GROUND SURFACE.
 DV0682
 DV0682                          STATION RECOVERY (2006)
 DV0682
 DV0682'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0684 ***********************************************************************
 DV0684  DESIGNATION -  HILTON RM 1
 DV0684  PID         -  DV0684
 DV0684  STATE/COUNTY-  AZ/MARICOPA
 DV0684  USGS QUAD   -  PHOENIX (1982)
 DV0684
 DV0684                         *CURRENT SURVEY CONTROL
 DV0684  ___________________________________________________________________
 DV0684* NAD 83(1986)-  33 25 39.     (N)    112 03 31.     (W)     SCALED    
 DV0684* NAVD 88     -       331.10   (+/-2cm)    1086.3    (feet)  VERTCON   
 DV0684  ___________________________________________________________________
 DV0684  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0684
 DV0684.The horizontal coordinates were scaled from a topographic map and have
 DV0684.an estimated accuracy of +/- 6 seconds.
 DV0684
 DV0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0684.The vertical order pertains to the NGVD 29 superseded value.
 DV0684
 DV0684.The geoid height was determined by GEOID03.
 DV0684
 DV0684;                    North         East    Units  Estimated Accuracy
 DV0684;SPC AZ C     -   269,170.      200,160.      MT  (+/- 180 meters Scaled)
 DV0684
 DV0684                          SUPERSEDED SURVEY CONTROL
 DV0684
 DV0684  NGVD 29 (??/??/92)  330.442  (m)         1084.13   (f) ADJ UNCH    2 0
 DV0684
 DV0684.Superseded values are not recommended for survey control.
 DV0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0684.See file dsdata.txt to determine how the superseded data were derived.
 DV0684
 DV0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB015991(NAD 83)
 DV0684_MARKER: DR = REFERENCE MARK DISK
 DV0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0684_SP_SET: FLOOR
 DV0684_STAMPING: HILTON NO 1 1962
 DV0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0684+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DV0684
 DV0684  HISTORY     - Date     Condition        Report By
 DV0684  HISTORY     - 1962     MONUMENTED       CGS
 DV0684  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0684  HISTORY     - 20070607 GOOD             GEOCAC
 DV0684
 DV0684                          STATION DESCRIPTION
 DV0684
 DV0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0684'2.3 MI SE FROM PHOENIX.
 DV0684'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0684'UNION STATION AT PHOENIX, THENCE 1.1 MILES SOUTH ALONG SOUTH CENTRAL
 DV0684'AVENUE, THENCE 0.9 MILE EAST ALONG THE SERVICE ROAD ALONG THE SOUTH
 DV0684'SIDE OF INTERSTATE HIGHWAY 10, AT THE MARY MAGDALENE CATHOLIC CHURCH,
 DV0684'AT THE CORNER OF EAST HILTON AVENUE AND SOUTH 11TH STREET, SET IN A
 DV0684'CONCRETE FLOOR AT THE SOUTH SIDE OF THE CHURCH, 0.5 FOOT SOUTH OF THE
 DV0684'SOUTH SIDE OF THE CHURCH, 20 FEET EAST OF THE SOUTHWEST CORNER, 57.6
 DV0684'FEET NORTHEAST OF TRAVERSE STATION HILTON, 63 FEET NORTH OF THE CENTER
 DV0684'OF HILTON AVENUE, 61.9 FEET NORTHEAST OF A METAL WITNESS POST, AND
 DV0684'ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 DV0684
 DV0684                          STATION RECOVERY (1992)
 DV0684
 DV0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0684'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0684
 DV0684                          STATION RECOVERY (2007)
 DV0684
 DV0684'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0684'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE BUILDING IS NO LONGER A
 DV0684'CHURCH, BUT HAS BEEN TAKEN OVER BY A PRIVATE BUSINESS, WITH ACCESS
 DV0684'THROUGH A GATE ON THE NORTH SIDE OF THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0683 ***********************************************************************
 DV0683  DESIGNATION -  HILTON RM 2
 DV0683  PID         -  DV0683
 DV0683  STATE/COUNTY-  AZ/MARICOPA
 DV0683  USGS QUAD   -  PHOENIX (1982)
 DV0683
 DV0683                         *CURRENT SURVEY CONTROL
 DV0683  ___________________________________________________________________
 DV0683* NAD 83(1986)-  33 25 39.     (N)    112 03 31.     (W)     SCALED    
 DV0683* NAVD 88     -       331.050  (meters)    1086.12   (feet)  ADJUSTED  
 DV0683  ___________________________________________________________________
 DV0683  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0683  DYNAMIC HT  -         330.669 (meters)    1084.87  (feet)  COMP
 DV0683  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DV0683
 DV0683  VERT ORDER  -  FIRST     CLASS II
 DV0683
 DV0683.The horizontal coordinates were scaled from a topographic map and have
 DV0683.an estimated accuracy of +/- 6 seconds.
 DV0683
 DV0683.The orthometric height was determined by differential leveling
 DV0683.and adjusted in November 1993.
 DV0683
 DV0683.The geoid height was determined by GEOID03.
 DV0683
 DV0683.The dynamic height is computed by dividing the NAVD 88
 DV0683.geopotential number by the normal gravity value computed on the
 DV0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0683.degrees latitude (g = 980.6199 gals.).
 DV0683
 DV0683.The modeled gravity was interpolated from observed gravity values.
 DV0683
 DV0683;                    North         East    Units  Estimated Accuracy
 DV0683;SPC AZ C     -   269,170.      200,160.      MT  (+/- 180 meters Scaled)
 DV0683
 DV0683                          SUPERSEDED SURVEY CONTROL
 DV0683
 DV0683  NGVD 29 (??/??/92)  330.390  (m)         1083.95   (f) ADJ UNCH    1 2
 DV0683
 DV0683.Superseded values are not recommended for survey control.
 DV0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0683.See file dsdata.txt to determine how the superseded data were derived.
 DV0683
 DV0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB015991(NAD 83)
 DV0683_MARKER: DR = REFERENCE MARK DISK
 DV0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0683_SP_SET: CONCRETE POST
 DV0683_STAMPING: HILTON NO 2 1962
 DV0683_MARK LOGO: CGS   
 DV0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0683+STABILITY: SURFACE MOTION
 DV0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0683+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV0683
 DV0683  HISTORY     - Date     Condition        Report By
 DV0683  HISTORY     - 1962     MONUMENTED       CGS
 DV0683  HISTORY     - 1979     GOOD             AZDT
 DV0683  HISTORY     - 19920311 GOOD             NGS
 DV0683  HISTORY     - 20061203 GOOD             GEOCAC
 DV0683
 DV0683                          STATION DESCRIPTION
 DV0683
 DV0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0683'2.3 MI SE FROM PHOENIX.
 DV0683'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0683'UNION STATION AT PHOENIX, THENCE 1.1 MILES SOUTH ALONG SOUTH CENTRAL
 DV0683'AVENUE, THENCE 0.9 MILE EAST ALONG THE SERVICE ROAD ALONG THE SOUTH
 DV0683'SIDE OF INTERSTATE HIGHWAY 10, AT THE MARY MAGDALENE CATHOLIC CHURCH,
 DV0683'AT THE CORNER OF EAST HILTON AVENUE AND SOUTH 11TH STREET, 46 FEET
 DV0683'EAST OF THE CENTER OF SOUTH 11TH STREET, 28 FEET SOUTH OF THE CENTER
 DV0683'OF HILTON AVENUE, 4 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A
 DV0683'FENCE, 79.8 FEET SOUTHEAST OF TRAVERSE STATION HILTON, 84.2 FEET
 DV0683'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0683'STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0683
 DV0683                          STATION RECOVERY (1979)
 DV0683
 DV0683'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0683'RECOVERED IN GOOD CONDITION.
 DV0683
 DV0683                          STATION RECOVERY (1992)
 DV0683
 DV0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0683'IN PHOENIX, AT THE INTERSECTION OF SOUTH 11TH STREET AND EAST HILTON
 DV0683'AVENUE, 24.4 M (80.1 FT) SOUTHEAST OF TRAVERSE STATION HILTON, 14.4 M
 DV0683'(47.2 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 7.2 M (23.6 FT)
 DV0683'SOUTH OF A CHAIN-LINK FENCE CORNER, 7.0 M (23.0 FT) EAST OF AND LEVEL
 DV0683'WITH THE CENTER OF THE STREET, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE
 DV0683'WITH A GUY CABLE, 0.7 M (2.3 FT) WEST OF A FENCE, AND THE MONUMENT IS
 DV0683'FLUSH WITH THE GROUND SURFACE.
 DV0683
 DV0683                          STATION RECOVERY (2006)
 DV0683
 DV0683'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0457 ***********************************************************************
 ER0457  DESIGNATION -  HINKSON
 ER0457  PID         -  ER0457
 ER0457  STATE/COUNTY-  AZ/APACHE
 ER0457  USGS QUAD   -  VALLE BONITO NE (1984)
 ER0457
 ER0457                         *CURRENT SURVEY CONTROL
 ER0457  ___________________________________________________________________
 ER0457* NAD 83(1992)-  34 41 36.05840(N)    109 03 16.57004(W)     ADJUSTED  
 ER0457* NAVD 88     -      2074.     (meters)    6804.     (feet)  SCALED    
 ER0457  ___________________________________________________________________
 ER0457  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 ER0457  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 ER0457  HORZ ORDER  -  SECOND
 ER0457
 ER0457.The horizontal coordinates were established by classical geodetic methods
 ER0457.and adjusted by the National Geodetic Survey in August 1993.
 ER0457
 ER0457.The orthometric height was scaled from a topographic map.
 ER0457
 ER0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0457
 ER0457.The geoid height was determined by GEOID03.
 ER0457
 ER0457;                    North         East     Units Scale Factor Converg.
 ER0457;SPC AZ E     -   410,121.340   315,247.632   MT  1.00002791   +0 37 58.9
 ER0457;SPC AZ E     - 1,345,542.45  1,034,277.01   iFT  1.00002791   +0 37 58.9
 ER0457;UTM  12      - 3,840,759.809   678,192.592   MT  0.99999138   +1 06 27.3
 ER0457
 ER0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0457!SPC AZ E     -   0.99967812  x   1.00002791  =   0.99970602
 ER0457!UTM  12      -   0.99967812  x   0.99999138  =   0.99966950
 ER0457
 ER0457:                Primary Azimuth Mark                     Grid Az
 ER0457:SPC AZ E     -  HINKSON AZ MK                            014 39 01.5
 ER0457:UTM  12      -  HINKSON AZ MK                            014 10 33.1
 ER0457
 ER0457|---------------------------------------------------------------------|
 ER0457| PID    Reference Object                     Distance      Geod. Az  |
 ER0457|                                                           dddmmss.s |
 ER0457| CD3013 HINKSON AZ MK                                      0151700.4 |
 ER0457| CD3014 HINKSON RM 1                          9.046 METERS 07202     |
 ER0457| CD3015 HINKSON RM 2                          9.571 METERS 14924     |
 ER0457|---------------------------------------------------------------------|
 ER0457
 ER0457                          SUPERSEDED SURVEY CONTROL
 ER0457
 ER0457  NAD 83(1986)-  34 41 36.05990(N)    109 03 16.57806(W) AD(       ) 2
 ER0457  NAD 27      -  34 41 35.91717(N)    109 03 14.26073(W) AD(       ) 2
 ER0457
 ER0457.Superseded values are not recommended for survey control.
 ER0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0457.See file dsdata.txt to determine how the superseded data were derived.
 ER0457
 ER0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD7819340760(NAD 83)
 ER0457_MARKER: DS = TRIANGULATION STATION DISK
 ER0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0457+STABILITY: SURFACE MOTION
 ER0457
 ER0457  HISTORY     - Date     Condition        Report By
 ER0457  HISTORY     - 1936     MONUMENTED       CGS
 ER0457  HISTORY     - 1978     GOOD             AZDT
 ER0457  HISTORY     - 1982     GOOD             AZDT
 ER0457
 ER0457                          STATION DESCRIPTION
 ER0457
 ER0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0457'STATION IS ABOUT 1/2 MILE W OF NEW MEXICO-ARIZONA STATE LINE
 ER0457'IN SEC. 28, T. 15 N, R. 31 E, AND ABOUT 21.5 MILES NE FROM
 ER0457'ST. JOHNS, ARIZONA, ABOUT 20 MILES W AND 3 MILES S OF ATARQUE,
 ER0457'NEW MEXICO, AND NEAR THE W END OF A PROMINENT, HEAVILY TIMBERED
 ER0457'RIDGE WHICH IS THE DIVIDE BETWEEN THE LITTLE COLORADO AND ZUNI
 ER0457'RIVERS.
 ER0457'
 ER0457'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 ER0457'STANDARD DISKS SET IN CONCRETE.
 ER0457'
 ER0457'REFERENCE MARK NO. 1 IS 29.68 FEET FROM THE STATION N 72 DEG 02 MIN E.
 ER0457'
 ER0457'REFERENCE MARK NO. 2 IS 31.40 FEET FROM THE STATION S 30 DEG 36 MIN E.
 ER0457'329 DEG 24 MIN.
 ER0457'
 ER0457'AZIMUTH MARK IS IN A CLEAR SPOT IN THE CEDAR, A LITTLE E OF
 ER0457'A LINE FROM THE STATION TO TWO BUTTES SEEN IN THE DISTANCE,
 ER0457'20 FEET N OF A LONE, LARGE CEDAR TREE, AND APPROXIMATELY 0.6
 ER0457'MILE FROM THE STATION N 15 DEG 17 MIN E.
 ER0457'
 ER0457'TO REACH THE STATION FROM ST. JOHNS, ARIZONA, GO N ON STATE
 ER0457'HIGHWAY 81 FOR 11.2 MILES TO A DIM ROAD ON RIGHT, TURN RIGHT
 ER0457'AND FOLLOW THIS ROAD E FOR 8.5 MILES PASSING THROUGH 3 GATES,
 ER0457'TAKE RIGHT FORK AND CONTINUE 3.2 MILES PASSING THROUGH 2 GATES,
 ER0457'TAKE LEFT FORK AND CONTINUE 0.2 MILE, TAKE RIGHT FORK AND
 ER0457'CONTINUE 4.35 MILES AND TURN LEFT (N) AFTER PASSING THROUGH
 ER0457'SECOND GATE, CONTINUE N FOR 1.3 MILES, PASS THROUGH A GATE,
 ER0457'TURN W AND FOLLOW ALONG FENCE FOR 1.2 MILES UNTIL A G.L.O. MARK
 ER0457'IS REACHED, HERE TAKE DOWN FENCE AND GO ABOUT 0.7 MILE S
 ER0457'AND W ALONG WINDING TRACKS TO HIGHEST POINT OF RIDGE AND
 ER0457'STATION SITE.
 ER0457
 ER0457                          STATION RECOVERY (1978)
 ER0457
 ER0457'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0457'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 ER0457'FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS NOT FOUND.  NO MEASUREMENTS
 ER0457'MADE AT THIS TIME.
 ER0457'
 ER0457'A NEW DESCRIPTION FOLLOWS.
 ER0457'
 ER0457'TO REACH THE STATION FROM ST. JOHNS, TRAVEL NORTH ON U.S. HWY 666
 ER0457'STATE HWY. 61 FOR ABOUT 11.5 MILES TO MILE POST 326.66 AND A 2L1454
 ER0457'ROAD TO THE RIGHT, TURN RIGHT ON BLADED ROAD AND TRAVEL 14.1 MILES TO
 ER0457'A ROAD RIGHT ON TOP A RIDGE, TURN RIGHT AND CONTINUE FOR 1.3 M9L5S TO
 ER0457'THE HIGHEST POINT OF A RIDGE, FROM HERE THE STATION CAN BE S55N TO
 ER0457'YOUR LEFT ON A LOW CEDAR CONTROLED HILL ABOUT 0.5 MILES AWAY, TURN
 ER0457'LEFT AND PICK WAY THROUGH DOWNED AND DEAD CEDARS TO HIGHEST POINT 1N4
 ER0457'THE STATION.  A 4 X 4 VEHICLE RECOMMENDED.
 ER0457
 ER0457                          STATION RECOVERY (1982)
 ER0457
 ER0457'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0457'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 ER0457'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS WAS SEARCHED FOR AND
 ER0457'NOT RECOVERED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ER0457'
 ER0457'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS TRAVEL EAST
 ER0457'ALONG U.S. HIGHWAY 80 AND STATE ROUTE 61 FOR 0.25 MILE TO U.S. HIGHWAY
 ER0457'666.  TRAVEL NORTH ALONG U.S. 666 FOR 11.5 MILES TO A BLADED ROAD ON
 ER0457'THE RIGHT AT MILEPOST 326.6.  TURN RIGHT AND TRAVEL 14.1 MILES ALONG
 ER0457'THE MAIN TRAVELED ROAD TO A ROAD ON THE RIGHT AT THE TOP OF A RIDGE.
 ER0457'TURN RIGHT FOR 1.3 MILES TO THE HIGHEST POINT ON THE RIDGE.  THE
 ER0457'STATION CAN BE SEEN FROM HERE ON A LOW CEDAR CONTROLLED HILL ON YOUR
 ER0457'LEFT.  TURN LEFT AND PICK WAY THROUGH THE DOWNED CEDARS TO THE HIGHEST
 ER0457'POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1955 ***********************************************************************
 DU1955  DESIGNATION -  HINT
 DU1955  PID         -  DU1955
 DU1955  STATE/COUNTY-  AZ/GRAHAM
 DU1955  USGS QUAD   -  BEARGRASS BASIN (1989)
 DU1955
 DU1955                         *CURRENT SURVEY CONTROL
 DU1955  ___________________________________________________________________
 DU1955* NAD 83(1992)-  33 06 01.26565(N)    110 13 37.04062(W)     ADJUSTED  
 DU1955* NAVD 88     -      1618.1    (meters)    5309.     (feet)  VERTCON   
 DU1955  ___________________________________________________________________
 DU1955  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DU1955  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DU1955  HORZ ORDER  -  FIRST
 DU1955
 DU1955.The horizontal coordinates were established by classical geodetic methods
 DU1955.and adjusted by the National Geodetic Survey in August 1993.
 DU1955
 DU1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1955
 DU1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1955
 DU1955.The geoid height was determined by GEOID03.
 DU1955
 DU1955;                    North         East     Units Scale Factor Converg.
 DU1955;SPC AZ E     -   232,881.572   207,732.743   MT  0.99990039   -0 01 58.5
 DU1955;SPC AZ E     -   764,047.15    681,537.87   iFT  0.99990039   -0 01 58.5
 DU1955;UTM  12      - 3,662,677.774   572,133.604   MT  0.99966415   +0 25 19.9
 DU1955
 DU1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1955!SPC AZ E     -   0.99975024  x   0.99990039  =   0.99965066
 DU1955!UTM  12      -   0.99975024  x   0.99966415  =   0.99941448
 DU1955
 DU1955|---------------------------------------------------------------------|
 DU1955| PID    Reference Object                     Distance      Geod. Az  |
 DU1955|                                                           dddmmss.s |
 DU1955| CD3018 HINT RM 2                             5.579 METERS 01037     |
 DU1955| DU1958 CALVA SUSPENSION TOWER              APPROX.10.6 KM 0230156.2 |
 DU1955| DT0785 GILA PEAK TARGET                    APPROX.27.7 KM 0675809.9 |
 DU1955| CD3016 HINT AZ MK                                         0853900.8 |
 DU1955| CD3017 HINT RM 1                            10.159 METERS 15407     |
 DU1955| DU1962 MOUNT TURNBULL PEAK                 APPROX. 4.3 KM 2272042.6 |
 DU1955|---------------------------------------------------------------------|
 DU1955
 DU1955                          SUPERSEDED SURVEY CONTROL
 DU1955
 DU1955  NAD 83(1986)-  33 06 01.26079(N)    110 13 37.04183(W) AD(       ) 1
 DU1955  NAD 27      -  33 06 01.04700(N)    110 13 34.70600(W) AD(       ) 1
 DU1955  NGVD 29 (07/19/86) 1617.4    (m)         5306.     (f) VERT ANG    3  
 DU1955
 DU1955.Superseded values are not recommended for survey control.
 DU1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1955.See file dsdata.txt to determine how the superseded data were derived.
 DU1955
 DU1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7213462678(NAD 83)
 DU1955_MARKER: DS = TRIANGULATION STATION DISK
 DU1955_SETTING: 66 = SET IN ROCK OUTCROP
 DU1955
 DU1955  HISTORY     - Date     Condition        Report By
 DU1955  HISTORY     - 1945     MONUMENTED       CGS
 DU1955
 DU1955                          STATION DESCRIPTION
 DU1955
 DU1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1955'STATION IS LOCATED ABOUT 18 MILES (AIR LINE) ESE OF COOLIDGE
 DU1955'DAM AND 6-1/2 MILES (AIR LINE) SW OF BYLAS.  IT IS NEXT TO THE
 DU1955'HIGHEST AND MOST E OF THE TWO HIGHEST FOOTHILLS THAT LIE ABOUT
 DU1955'3 MILES NE OF THE SUMMIT OF MT. TURNBULL.
 DU1955'
 DU1955'TO REACH THE STATION FROM GLOBE, TAKE U.S. HIGHWAY 70 S AND E
 DU1955'TO COOLIDGE DAM.  FROM THE DAM CONTINUE ON U.S. HIGHWAY 70 FOR
 DU1955'22.3 MILES TO THE LITTLE VILLAGE OF CALVA.  FROM THE STOCK YARDS
 DU1955'ON THE RIGHT SIDE OF THE HIGHWAY AT CALVA, CONTINUE ON U.S.
 DU1955'HIGHWAY 70 FOR 1.8 MILES TO A WHITE CEMENT BRIDGE, THIS IS THE
 DU1955'SECOND BRIDGE CROSSED, TURN SHARP RIGHT AND PASS UNDER THE
 DU1955'RAILROAD TRESTLE JUST TO THE RIGHT OF THE BRIDGE CROSSED ON THE
 DU1955'HIGHWAY AND CONTINUE UP THE LEFT WASH FOR 0.5 MILE.  HERE THE
 DU1955'WASH FORKS, KEEP RIGHT AND CONTINUE UP THE RIGHT WASH FOR 1.5
 DU1955'MILES TO WHERE A TRACK ROAD LEADS TO THE LEFT OUT OF THE
 DU1955'WASH.  GO LEFT ON THIS TRACK ROAD AND FOLLOW IT AS IT LEADS
 DU1955'ALONG THE CREST OF THE RIDGE FOR 4.1 MILES TO A LARGE BARE
 DU1955'ROCK OUTCROP ON THE RIGHT.  THIS OUTCROP IS THE ONLY ONE IN THE
 DU1955'VICINITY AND IS VERY DISTINCT HAVING A LARGE KNOB ABOUT 20
 DU1955'FEET HIGH ON THE S END OF THE SMOOTH BASE.  A WHITE WITNESS
 DU1955'POST FOR THE AZIMUTH MARK IS 10 FEET TO THE RIGHT OF THE ROAD AT
 DU1955'THIS POINT.  CONTINUE ON THE ROAD FOR 0.1 MILE TO A FLAT RIDGE
 DU1955'LEADING TO THE RIGHT TOWARD THE HILL THAT CAN BE SEEN DISTINCTLY
 DU1955'AT THE BASE OF MT. TURNBULL, TURN RIGHT ACROSS COUNTRY AND
 DU1955'CONTINUE FOR 0.7 MILE COMING UP TO THE EDGE OF THE CANYON E OF
 DU1955'THE STATION AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 DU1955'DOWN INTO THE CANYON AND THEN UP THE SMOOTH SIDE OF THE
 DU1955'HILL TO THE TOP.  THE STATION IS 25 FEET S OF A PILE OF ROCKS
 DU1955'THAT FORMS THE HIGHEST POINT AND ABOUT 2 FEET LOWER.
 DU1955'
 DU1955'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 DU1955'BEDROCK PROJECTING ABOUT 1 FOOT ABOVE THE SURROUNDING GROUND.
 DU1955'IT IS STAMPED HINT 1945.
 DU1955'
 DU1955'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1955'ABOUT FLUSH AND IS STAMPED HINT NO 1 1945.  IT IS SSE OF THE
 DU1955'STATION, ABOUT 5 FEET LOWER, AND 2 FEET SW OF A SMALL CAIRN.
 DU1955'
 DU1955'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1955'PROJECTING ABOUT 3 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 DU1955'STAMPED HINT NO 2 1945.  IT IS N OF THE STATION AND ABOUT 1-1/2
 DU1955'FEET LOWER.
 DU1955'
 DU1955'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 DU1955'BEDROCK AND IS STAMPED HINT 1945.  IT IS ABOUT 1 MILE E OF THE
 DU1955'STATION, IS SET ON THE FLAT PART OF THE OUTCROP, ABOUT 120 FEET
 DU1955'LEFT OF THE ROAD, 44 FEET N OF THE BASE OF THE LARGE KNOB, AND
 DU1955'2 FEET S OF A SMALL CAIRN. IT IS REACHED AS SHOWN ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0944 ***********************************************************************
 DW0944  DESIGNATION -  HIVE
 DW0944  PID         -  DW0944
 DW0944  STATE/COUNTY-  AZ/LA PAZ
 DW0944  USGS QUAD   -  CIBOLA (1965)
 DW0944
 DW0944                         *CURRENT SURVEY CONTROL
 DW0944  ___________________________________________________________________
 DW0944* NAD 83(1992)-  33 21 57.92971(N)    114 38 02.92305(W)     ADJUSTED  
 DW0944* NAVD 88     -       146.7    (meters)     481.     (feet)  VERTCON   
 DW0944  ___________________________________________________________________
 DW0944  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DW0944  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DW0944  HORZ ORDER  -  FIRST
 DW0944
 DW0944.The horizontal coordinates were established by classical geodetic methods
 DW0944.and adjusted by the National Geodetic Survey in August 1993.
 DW0944
 DW0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0944
 DW0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0944
 DW0944.The geoid height was determined by GEOID03.
 DW0944
 DW0944;                    North         East     Units Scale Factor Converg.
 DW0944;SPC AZ W     -   262,707.778   131,080.883   MT  1.00001677   -0 29 10.7
 DW0944;SPC AZ W     -   861,902.16    430,055.39   iFT  1.00001677   -0 29 10.7
 DW0944;SPC CA 6     -   634,184.577 2,150,367.213   MT  0.99995430   +0 53 16.6
 DW0944;SPC CA 6     - 2,080,653.90  7,054,996.43   sFT  0.99995430   +0 53 16.6
 DW0944;UTM  11      - 3,694,373.364   720,115.960   MT  1.00019739   +1 18 06.2
 DW0944
 DW0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0944!SPC AZ W     -   0.99998216  x   1.00001677  =   0.99999893
 DW0944!SPC CA 6     -   0.99998216  x   0.99995430  =   0.99993647
 DW0944!UTM  11      -   0.99998216  x   1.00019739  =   1.00017955
 DW0944
 DW0944|---------------------------------------------------------------------|
 DW0944| PID    Reference Object                     Distance      Geod. Az  |
 DW0944|                                                           dddmmss.s |
 DW0944| CF0836 HIVE RM 2                            13.054 METERS 01113     |
 DW0944| CF0835 HIVE RM 1                            11.880 METERS 27801     |
 DW0944| CF0837 HIVE RM 3                                          3402132.7 |
 DW0944|---------------------------------------------------------------------|
 DW0944
 DW0944                          SUPERSEDED SURVEY CONTROL
 DW0944
 DW0944  NAD 83(1986)-  33 21 57.93130(N)    114 38 02.92904(W) AD(       ) 1
 DW0944  NAD 27      -  33 21 57.81986(N)    114 38 00.08669(W) AD(       ) 1
 DW0944  NGVD 29 (07/19/86)  146.0    (m)          479.     (f) VERT ANG    3  
 DW0944
 DW0944.Superseded values are not recommended for survey control.
 DW0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0944.See file dsdata.txt to determine how the superseded data were derived.
 DW0944
 DW0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2011694373(NAD 83)
 DW0944_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0944_SETTING: 80 = SET IN A BOULDER
 DW0944_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DW0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0944+STABILITY: SURFACE MOTION
 DW0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0944+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2007
 DW0944
 DW0944  HISTORY     - Date     Condition        Report By
 DW0944  HISTORY     - 1935     MONUMENTED       CGS
 DW0944  HISTORY     - 1949     GOOD             CGS
 DW0944  HISTORY     - 1964     GOOD             CGS
 DW0944  HISTORY     - 1964     GOOD             USGS
 DW0944  HISTORY     - 20071108 GOOD             USGS
 DW0944
 DW0944                          STATION DESCRIPTION
 DW0944
 DW0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0944'STATION IS ON E SIDE OF CIBOLA VALLEY, ON A LONG GENTLE RIDGE
 DW0944'AND NEAR JUNCTION OF TWO LARGE WASHES, THE WESTERN END OF
 DW0944'RIDGE BREAKS OFF IN STEEP GRAVEL BANKS, ABOUT 4 MILES (AIR
 DW0944'LINE) NE OF CIBOLA AND 3 MILES E OF COLORADO RIVER.  RIDGE
 DW0944'IS SHAPED LIKE A U.  STATION IS ON HIGHEST POINT WHICH IS
 DW0944'AT CENTER OF CURVE.
 DW0944'
 DW0944'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0944'IN DRILL HOLES IN BOULDERS.
 DW0944'
 DW0944'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/4 MILE NNW ON THE
 DW0944'SUMMIT AND NEAR THE WESTERN END OF THE FIRST RIDGE.
 DW0944'
 DW0944'TO REACH FROM CIBOLA GO N ON BLYTHE ROAD (ONLY ROAD LEADING
 DW0944'N) FOR 4.4 MILES, TURN E OFF ROAD.  AT THIS POINT STATION
 DW0944'BEARS 100 DEG (MAG.).  TRUCK CAN BE DRIVEN 1.0 MILE ACROSS
 DW0944'COUNTRY TO EDGE OF WASH JUST W OF STATION AND OPPOSITE STEEP
 DW0944'GRAVEL BANKS.  ABOUT 10-MINUTE WALK TO STATION.
 DW0944
 DW0944                          STATION RECOVERY (1949)
 DW0944
 DW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0944'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DW0944'IN GOOD CONDITION.  A WITNESS POST WAS SET AT THE STATION
 DW0944'AND AZIMUTH MARK.  STATION WAS NOT OCCUPIED IN 1949.
 DW0944
 DW0944                          STATION RECOVERY (1964)
 DW0944
 DW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0944'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DW0944'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 DW0944'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK CHECKED.  A SMALL
 DW0944'DISCREPANCY WAS FOUND IN THE DISTANCES TO BOTH REFERENCE
 DW0944'MARKS AND THE CURRENT DISTANCES WERE VERIFIED.  THERE WAS
 DW0944'NO EVIDENCE OF LOCAL DISPLACEMENTS.
 DW0944'
 DW0944'A NEW DESCRIPTION FOLLOWS--
 DW0944'
 DW0944'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CIBOLA, 3
 DW0944'MILES EAST OF THE COLORADO RIVER, ON THE EAST SIDE OF CIBOLA
 DW0944'VALLEY AND ON THE WESTERN EDGE OF A LONG MESA.
 DW0944'
 DW0944'TO REACH THE STATION FROM THE POST OFFICE IN RIPLEY, GO SOUTH
 DW0944'ON A PAVED ROAD FOR 0.95 MILE TO A CROSSROAD.  CONTINUE SOUTH
 DW0944'ON THE PAVED ROAD FOR 5.1 MILES TO THE END OF THE PAVED
 DW0944'ROAD.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 1.45 MILES TO THE
 DW0944'NORTH END OF THE CIBOLA TOLL BRIDGE.  CROSS BRIDGE AND CONTINUE
 DW0944'SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD.
 DW0944'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 2.0 MILES TO A DIAGONAL
 DW0944'CROSSROAD.  CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR
 DW0944'0.85 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 DW0944'SOUTHEAST ON A DIM TRACK ROAD FOR 1.15 MILES TO A DIM FORK.
 DW0944'BEAR RIGHT AND GO SOUTHEASTERLY ON THE TRACK ROAD ACROSS
 DW0944'SANDY SPOTS FOR 0.45 MILE TO THE TOP OF A MESA (SOUTHWEST
 DW0944'END).  CONTINUE EAST AND SOUTHEASTERLY ALONG TOP OF THE
 DW0944'MESA ON A DIM TRACK ROAD FOR 2.4 MILES TO A SLIGHT SADDLE.
 DW0944'HERE TURN LEFT AND NORTH-NORTHEAST FOR 0.1 MILE TO A WASH.
 DW0944'CROSS WASH AND CONTINUE NORTH AND NORTHWEST ON A DIM TRACK
 DW0944'ROAD FOR 0.3 MILE TO A WASH.  CROSS WASH AND GO
 DW0944'NORTHEASTERLY FOR 0.2 MILE TO A WASH.  CROSS WASH AND
 DW0944'CONTINUE NORTH-NORTHWEST ON THE DIM TRACK ROAD FOR 0.3
 DW0944'MILE TO A WASH.  CROSS WASH AND GO WEST ON THE DIM TRACK
 DW0944'ROAD STAYING BETWEEN TWO WASHES FOR 0.6 MILE TO THE BASE OF
 DW0944'STEEP HILL.  CONTINUE UP STEEP HILL AND GO WESTERLY ON TOP
 DW0944'OF THE MESA FOR 0.4 MILE TO THE STATION.
 DW0944'
 DW0944'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTH-NORTHWEST
 DW0944'FOR ABOUT 0.5 MILE TO THE WESTERN END OF A MESA AND THE AZIMUTH
 DW0944'MARK.
 DW0944'
 DW0944'THE STATION MARK, A STANDARD DISK STAMPED HIVE 1935, IS CEMENTED
 DW0944'IN A DRILL HOLE IN A BOULDER 8 INCHES WIDE, 12 INCHES LONG
 DW0944'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 DW0944'IS 6 FEET NORTH OF A WOODEN WITNESS POST AND 4 FEET WEST OF
 DW0944'A METAL WITNESS POST.
 DW0944'
 DW0944'REFERENCE MARK 1, A STANDARD DISK STAMPED HIVE NO 1 1935, IS
 DW0944'CEMENTED IN A DRILL HOLE IN A 6 INCH BY 8 INCH BOULDER THAT
 DW0944'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT
 DW0944'THE SAME ELEVATION AS THE STATION.
 DW0944'
 DW0944'REFERENCE MARK 2, A STANDARD DISK STAMPED HIVE NO 2 1935,
 DW0944'IS CEMENTED IN A DRILL HOLE IN THE CENTER OF A 8 INCH BY 8
 DW0944'INCH BOULDER THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 DW0944'GROUND AND IS THE SAME ELEVATION AS THE STATION.
 DW0944'
 DW0944'THE AZIMUTH MARK, A STANDARD DISK STAMPED HIVE 1935, IS
 DW0944'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH
 DW0944'ABOVE THE SURFACE OF THE GROUND.  IT IS 3 FEET NORTHEAST OF
 DW0944'A WOODEN WITNESS POST, 3 FEET SOUTHWEST OF A METAL WITNESS
 DW0944'POST, 1 FOOT SOUTH OF A SMALL CAIRN AND IS NEAR THE WEST END
 DW0944'OF THE FIRST MESA NORTH-NORTHWEST OF THE STATION.
 DW0944'
 DW0944'NOTE--A 4-WHEEL DRIVE STATION.
 DW0944'
 DW0944'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 DW0944
 DW0944                          STATION RECOVERY (1964)
 DW0944
 DW0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DW0944'RECOVERED IN GOOD CONDITION.
 DW0944
 DW0944                          STATION RECOVERY (2007)
 DW0944
 DW0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2007 (EHM)
 DW0944'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1841 ***********************************************************************
 DU1841  DESIGNATION -  HOBBLE MESA RESET
 DU1841  PID         -  DU1841
 DU1841  STATE/COUNTY-  AZ/GILA
 DU1841  USGS QUAD   -  ROCK HOUSE (1986)
 DU1841
 DU1841                         *CURRENT SURVEY CONTROL
 DU1841  ___________________________________________________________________
 DU1841* NAD 83(1992)-  33 57 44.79906(N)    110 46 30.33594(W)     ADJUSTED  
 DU1841* NAVD 88     -      1655.7    (meters)    5432.     (feet)  VERTCON   
 DU1841  ___________________________________________________________________
 DU1841  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DU1841  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DU1841  HORZ ORDER  -  THIRD
 DU1841
 DU1841.The horizontal coordinates were established by classical geodetic methods
 DU1841.and adjusted by the National Geodetic Survey in August 1993.
 DU1841
 DU1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1841
 DU1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1841
 DU1841.The geoid height was determined by GEOID03.
 DU1841
 DU1841;                    North         East     Units Scale Factor Converg.
 DU1841;SPC AZ E     -   328,655.286   157,131.132   MT  0.99993896   -0 20 23.7
 DU1841;SPC AZ E     - 1,078,265.37    515,522.09   iFT  0.99993896   -0 20 23.7
 DU1841;UTM  12      - 3,758,014.659   520,778.801   MT  0.99960532   +0 07 32.3
 DU1841
 DU1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1841!SPC AZ E     -   0.99974413  x   0.99993896  =   0.99968310
 DU1841!UTM  12      -   0.99974413  x   0.99960532  =   0.99934955
 DU1841
 DU1841:                Primary Azimuth Mark                     Grid Az
 DU1841:SPC AZ E     -  DOUBLE BUTTES                            135 59 22.5
 DU1841:UTM  12      -  DOUBLE BUTTES                            135 31 26.5
 DU1841
 DU1841|---------------------------------------------------------------------|
 DU1841| PID    Reference Object                     Distance      Geod. Az  |
 DU1841|                                                           dddmmss.s |
 DU1841| DU1840 DOUBLE BUTTES                       APPROX. 3.2 KM 1353858.8 |
 DU1841| DU1865 HOBBLE MESA RM 2                      3.658 METERS 16019     |
 DU1841| DU1864 HOBBLE MESA RM 1                      7.132 METERS 23511     |
 DU1841|---------------------------------------------------------------------|
 DU1841
 DU1841                          SUPERSEDED SURVEY CONTROL
 DU1841
 DU1841  NAD 83(1986)-  33 57 44.79444(N)    110 46 30.34078(W) AD(       ) 3
 DU1841  NGVD 29 (09/20/88) 1655.0    (m)         5430.     (f) VERT ANG    3  
 DU1841
 DU1841.Superseded values are not recommended for survey control.
 DU1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1841.See file dsdata.txt to determine how the superseded data were derived.
 DU1841
 DU1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2077958015(NAD 83)
 DU1841_MARKER: DS = TRIANGULATION STATION DISK
 DU1841_SETTING: 80 = SET IN A BOULDER
 DU1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1841+STABILITY: SURFACE MOTION
 DU1841
 DU1841  HISTORY     - Date     Condition        Report By
 DU1841  HISTORY     - 1947     MONUMENTED       USGS
 DU1841
 DU1841                          STATION DESCRIPTION
 DU1841
 DU1841'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DU1841'DESCRIBED BY USGS.  NO EVIDENCE OF STATION MARK OR RMS FOUND.
 DU1841'NEW TABLETS SET.
 DU1841'
 DU1841'LOCATED ABOUT 12 MI SE. OF YOUNG, ABOUT 3 MI NE. OF ROCKHOUSE.  ON
 DU1841'HIGHEST POINT ON NORTH SIDE OF LARGE, FLAT-TOPPED MESA.
 DU1841'
 DU1841'TO REACH FROM ROCKHOUSE, FOLLOW TRAIL DOWN TIN CAN CREEK ABOUT 4
 DU1841'MI E.  CLIMB N. TO SUMMIT OF MESA, CROSS MESA TO NORTH SIDE,
 DU1841'HIGHEST POINT AND STATION.  ABOUT 1-3/4 HOUR PACK WITH HORSES.
 DU1841'
 DU1841'STATION MARK--STANDARD TABLET STAMPED---HOBBLE MESA 1947---,
 DU1841'CEMENTED IN LARGE BOULDER.
 DU1841'
 DU1841'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN LARGE
 DU1841'BOULDER.
 DU1841'
 DU1841'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN LARGE
 DU1841'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0108 ***********************************************************************
 FQ0108  DESIGNATION -  HOBSON
 FQ0108  PID         -  FQ0108
 FQ0108  STATE/COUNTY-  AZ/NAVAJO
 FQ0108  USGS QUAD   -  RINCON RANCH (1986)
 FQ0108
 FQ0108                         *CURRENT SURVEY CONTROL
 FQ0108  ___________________________________________________________________
 FQ0108* NAD 83(1992)-  35 00 25.28630(N)    110 37 00.28445(W)     ADJUSTED  
 FQ0108* NAVD 88     -      1498.516  (meters)    4916.38   (feet)  ADJUSTED  
 FQ0108  ___________________________________________________________________
 FQ0108  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FQ0108  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0108  DYNAMIC HT  -        1496.528 (meters)    4909.86  (feet)  COMP
 FQ0108  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 FQ0108
 FQ0108  HORZ ORDER  -  SECOND
 FQ0108  VERT ORDER  -  FIRST     CLASS II
 FQ0108
 FQ0108.The horizontal coordinates were established by classical geodetic methods
 FQ0108.and adjusted by the National Geodetic Survey in August 1993.
 FQ0108
 FQ0108.The orthometric height was determined by differential leveling
 FQ0108.and adjusted in June 1991.
 FQ0108
 FQ0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0108
 FQ0108.The geoid height was determined by GEOID03.
 FQ0108
 FQ0108.The dynamic height is computed by dividing the NAVD 88
 FQ0108.geopotential number by the normal gravity value computed on the
 FQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0108.degrees latitude (g = 980.6199 gals.).
 FQ0108
 FQ0108.The modeled gravity was interpolated from observed gravity values.
 FQ0108
 FQ0108;                    North         East     Units Scale Factor Converg.
 FQ0108;SPC AZ E     -   444,445.944   172,280.585   MT  0.99992079   -0 15 29.5
 FQ0108;SPC AZ E     - 1,458,155.98    565,225.02   iFT  0.99992079   -0 15 29.5
 FQ0108;SPC AZ C     -   445,125.599   332,008.910   MT  1.00007345   +0 44 45.0
 FQ0108;SPC AZ C     - 1,460,385.82  1,089,268.08   iFT  1.00007345   +0 44 45.0
 FQ0108;UTM  12      - 3,873,889.093   534,969.692   MT  0.99961507   +0 13 11.5
 FQ0108
 FQ0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0108!SPC AZ E     -   0.99976863  x   0.99992079  =   0.99968944
 FQ0108!SPC AZ C     -   0.99976863  x   1.00007345  =   0.99984206
 FQ0108!UTM  12      -   0.99976863  x   0.99961507  =   0.99938379
 FQ0108
 FQ0108|---------------------------------------------------------------------|
 FQ0108| PID    Reference Object                     Distance      Geod. Az  |
 FQ0108|                                                           dddmmss.s |
 FQ0108| FQ0107 HOBSON RM 1                          11.880 METERS 01826     |
 FQ0108| FQ0102 SHELL 2                             APPROX. 2.0 KM 2652956.2 |
 FQ0108| FQ0106 HOBSON RM 2                          10.894 METERS 28152     |
 FQ0108|---------------------------------------------------------------------|
 FQ0108
 FQ0108                          SUPERSEDED SURVEY CONTROL
 FQ0108
 FQ0108  NAD 83(1986)-  35 00 25.28102(N)    110 37 00.28727(W) AD(       ) 2
 FQ0108  NAD 27      -  35 00 25.20090(N)    110 36 57.81260(W) AD(       ) 2
 FQ0108  NGVD 29 (??/??/92) 1497.756  (m)         4913.89   (f) ADJ UNCH    1 2
 FQ0108
 FQ0108.Superseded values are not recommended for survey control.
 FQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0108.See file dsdata.txt to determine how the superseded data were derived.
 FQ0108
 FQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3497073889(NAD 83)
 FQ0108_MARKER: DB = BENCH MARK DISK
 FQ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0108_STAMPING: HOBSON 1959
 FQ0108_MARK LOGO: CGS   
 FQ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0108+STABILITY: SURFACE MOTION
 FQ0108
 FQ0108  HISTORY     - Date     Condition        Report By
 FQ0108  HISTORY     - 1959     MONUMENTED       CGS
 FQ0108  HISTORY     - 1959     GOOD             CGS
 FQ0108  HISTORY     - 1967     GOOD             USA
 FQ0108  HISTORY     - 1970     GOOD             USGS
 FQ0108  HISTORY     - 1983     GOOD             NGS
 FQ0108
 FQ0108                          STATION DESCRIPTION
 FQ0108
 FQ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0108'THE STATION IS 4.6 MILES SOUTHEAST OF WINSLOW AND 1.2 MILES
 FQ0108'EAST OF THE MINNETONKA TRADING POST ON A CUT BANK BETWEEN
 FQ0108'U.S. HIGHWAY 66 AND THE ROAD THAT WAS HIGHWAY 66.
 FQ0108'
 FQ0108'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO
 FQ0108'SOUTH FOR 1 BLOCK TO U.S. HIGHWAY 66, TURN LEFT AND GO EAST
 FQ0108'ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE MINNETONKA TRADING
 FQ0108'POST ON THE LEFT.  CONTINUE EAST ON U.S. HIGHWAY 66 FOR 1.2
 FQ0108'MILES TO THE STATION AND REFERENCE MARKS ON THE LEFT.
 FQ0108'
 FQ0108'THE STATION MARK, STAMPED HOBSON 1959, IS A STANDARD TRAVERSE
 FQ0108'STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0108'POST THAT PROJECTS 6 INCHES.  IT IS 225 FEET NORTH OF THE
 FQ0108'CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 66 AND 8.8 FEET
 FQ0108'EAST OF THE WITNESS POST.
 FQ0108'
 FQ0108'REFERENCE MARK NO. 1, STAMPED HOBSON NO 1 1959, IS A STANDARD
 FQ0108'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0108'PROJECTS 6 INCHES.  IT IS 32.3 FEET NORTHEAST OF THE WITNESS
 FQ0108'POST.
 FQ0108'
 FQ0108'REFERENCE MARK NO. 2, STAMPED HOBSON NO 2 1959, IS A STANDARD
 FQ0108'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0108'PROJECTS 6 INCHES.  IT IS 32.5 FEET WEST OF THE WITNESS POST.
 FQ0108'
 FQ0108'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 55.8 FEET.
 FQ0108'
 FQ0108'TRIANGULATION STATION SHELL 2 1953 WILL SERVE AS THE AZIMUTH
 FQ0108'MARK.
 FQ0108
 FQ0108                          STATION RECOVERY (1959)
 FQ0108
 FQ0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FQ0108'4.6 MI E FROM WINSLOW.
 FQ0108'4.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0108'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0108'POST OFFICE AT WINSLOW, 1.2 MILES EAST OF THE MINNETONKA TRADING POST,
 FQ0108'225 FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE, 8.8 FEET
 FQ0108'EAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0108'POST THAT PROJECTS 6 INCHES.
 FQ0108
 FQ0108                          STATION RECOVERY (1967)
 FQ0108
 FQ0108'RECOVERY NOTE BY US ARMY 1967 (EMB)
 FQ0108'HOBSON 1959-GOOD - FD. STD USC AND GS BRASS DISK IN 12 IN CONC.
 FQ0108'POST, FLUSH WITH GROUND.
 FQ0108'
 FQ0108'HOBSON NO 1 1959-GOOD - FD. STD USC AND GS BRASS DISK IN 12
 FQ0108'IN CONC. POST, 7 IN. ABOVE GROUND.
 FQ0108'
 FQ0108'HOBSON NO 2 1959-GOOD - FD. STD USC AND GS BRASS DISK IN 12 IN
 FQ0108'CONC. POST, 6 IN. ABOVE GROUND.
 FQ0108'
 FQ0108'TO REACH THE STATION FROM THE POST OFFICE AT WINSLOW, ARIZ.
 FQ0108'GO SOUTH 1 BLOCK TO HWY 66 (EASTBOUND), GO EAST ON HWY 66, 4.1
 FQ0108'MILES TO 2 SERVICE ROAD ALONG NORTH SIDE OF HWY 66.  FOLLOW
 FQ0108'THIS ROAD (OLD ROUTE 66) EASTERLY, 0.9 MI. TO A GATE IN FENCE ON
 FQ0108'SOUTH SIDE OF ROAD.  OW DIRT ROAD SOUTHERLY 0.1 MILE TO
 FQ0108'FORK IN ROAD.   RIGHT FORK, SOUTHWESTERLY 0.2 MILE TO
 FQ0108'TOP OF RISE, AND STATION.  STATION IS 9 FT EASTERLY FROM A
 FQ0108'GREEN STEEL FENCE POST WITH A STD. USC AND GS SURVEY MARKER
 FQ0108'SIGN.
 FQ0108'
 FQ0108'MEAS. DIST. STA. TO R.M. 1 = 39.03 FT (REC. = 38.98) (R.M. 1 AND
 FQ0108'2 APPEAR TO BE IN ORIGINAL POSITIONS)
 FQ0108'
 FQ0108'MEAS. DIST. STA. TO R.M. 2 = 35.79 FT (REC. = 35.74)
 FQ0108
 FQ0108                          STATION RECOVERY (1970)
 FQ0108
 FQ0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WBJ)
 FQ0108'FROM WINSLOW POST OFFICE, SOUTH ONE BLOCK TO U.S. HWY 66,
 FQ0108'THENCE EAST ALONG U.S. HWY 66 3.4 MILES TO MINNETONKA TRADING
 FQ0108'POST.  CONTINUE 0.3 MILES TO WHERE OLD HWY LEADS LEFT, USE OLD
 FQ0108'HWY 0.8 MILES TO TOP OF RIDGE AND TRACK ROAD LEADING RIGHT THROUGH
 FQ0108'FENCE.  STATION IS SEEN FROM THIS POINT.  GO RIGHT 0.1 MILES TO
 FQ0108'RIDGE TOP AND STATION.  STATION IS LOCATED ON NORTH EDGE OF
 FQ0108'HIGHWAY CUT.
 FQ0108
 FQ0108                          STATION RECOVERY (1983)
 FQ0108
 FQ0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0108'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 FQ0108'THE EXCEPTION THE HIGHWAY IS NOW INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0107 ***********************************************************************
 FQ0107  DESIGNATION -  HOBSON RM 1
 FQ0107  PID         -  FQ0107
 FQ0107  STATE/COUNTY-  AZ/NAVAJO
 FQ0107  USGS QUAD   -  RINCON RANCH (1986)
 FQ0107
 FQ0107                         *CURRENT SURVEY CONTROL
 FQ0107  ___________________________________________________________________
 FQ0107* NAD 83(1986)-  35 00 26.     (N)    110 36 57.     (W)     SCALED    
 FQ0107* NAVD 88     -      1498.367  (meters)    4915.89   (feet)  ADJUSTED  
 FQ0107  ___________________________________________________________________
 FQ0107  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0107  DYNAMIC HT  -        1496.378 (meters)    4909.37  (feet)  COMP
 FQ0107  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 FQ0107
 FQ0107  VERT ORDER  -  SECOND    CLASS 0
 FQ0107
 FQ0107.The horizontal coordinates were scaled from a topographic map and have
 FQ0107.an estimated accuracy of +/- 6 seconds.
 FQ0107
 FQ0107.The orthometric height was determined by differential leveling
 FQ0107.and adjusted in June 1991.
 FQ0107
 FQ0107.The geoid height was determined by GEOID03.
 FQ0107
 FQ0107.The dynamic height is computed by dividing the NAVD 88
 FQ0107.geopotential number by the normal gravity value computed on the
 FQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0107.degrees latitude (g = 980.6199 gals.).
 FQ0107
 FQ0107.The modeled gravity was interpolated from observed gravity values.
 FQ0107
 FQ0107;                    North         East    Units  Estimated Accuracy
 FQ0107;SPC AZ E     -   444,470.      172,360.      MT  (+/- 180 meters Scaled)
 FQ0107
 FQ0107                          SUPERSEDED SURVEY CONTROL
 FQ0107
 FQ0107  NGVD 29 (??/??/92) 1497.606  (m)         4913.40   (f) ADJ UNCH    2 0
 FQ0107
 FQ0107.Superseded values are not recommended for survey control.
 FQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0107.See file dsdata.txt to determine how the superseded data were derived.
 FQ0107
 FQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD350739(NAD 83)
 FQ0107_MARKER: DR = REFERENCE MARK DISK
 FQ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0107_STAMPING: HOBSON NO 1 1959
 FQ0107_MARK LOGO: CGS   
 FQ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0107+STABILITY: SURFACE MOTION
 FQ0107
 FQ0107  HISTORY     - Date     Condition        Report By
 FQ0107  HISTORY     - 1959     MONUMENTED       CGS
 FQ0107  HISTORY     - 1983     GOOD             NGS
 FQ0107
 FQ0107                          STATION DESCRIPTION
 FQ0107
 FQ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0107'4.6 MI E FROM WINSLOW.
 FQ0107'4.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0107'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0107'POST OFFICE AT WINSLOW, 1.2 MILES EAST OF THE MINNETONKA TRADING POST,
 FQ0107'264 FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE, 32.3 FEET
 FQ0107'NORTHEAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 FQ0107'CONCRETE POST THAT PROJECTS 6 INCHES.
 FQ0107
 FQ0107                          STATION RECOVERY (1983)
 FQ0107
 FQ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0107'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 FQ0107'THE EXCEPTION THAT THE HIGHWAY IS NOW INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0106 ***********************************************************************
 FQ0106  DESIGNATION -  HOBSON RM 2
 FQ0106  PID         -  FQ0106
 FQ0106  STATE/COUNTY-  AZ/NAVAJO
 FQ0106  USGS QUAD   -  RINCON RANCH (1986)
 FQ0106
 FQ0106                         *CURRENT SURVEY CONTROL
 FQ0106  ___________________________________________________________________
 FQ0106* NAD 83(1986)-  35 00 25.     (N)    110 36 58.     (W)     SCALED    
 FQ0106* NAVD 88     -      1498.359  (meters)    4915.87   (feet)  ADJUSTED  
 FQ0106  ___________________________________________________________________
 FQ0106  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0106  DYNAMIC HT  -        1496.370 (meters)    4909.34  (feet)  COMP
 FQ0106  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 FQ0106
 FQ0106  VERT ORDER  -  SECOND    CLASS 0
 FQ0106
 FQ0106.The horizontal coordinates were scaled from a topographic map and have
 FQ0106.an estimated accuracy of +/- 6 seconds.
 FQ0106
 FQ0106.The orthometric height was determined by differential leveling
 FQ0106.and adjusted in June 1991.
 FQ0106
 FQ0106.The geoid height was determined by GEOID03.
 FQ0106
 FQ0106.The dynamic height is computed by dividing the NAVD 88
 FQ0106.geopotential number by the normal gravity value computed on the
 FQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0106.degrees latitude (g = 980.6199 gals.).
 FQ0106
 FQ0106.The modeled gravity was interpolated from observed gravity values.
 FQ0106
 FQ0106;                    North         East    Units  Estimated Accuracy
 FQ0106;SPC AZ E     -   444,440.      172,340.      MT  (+/- 180 meters Scaled)
 FQ0106
 FQ0106                          SUPERSEDED SURVEY CONTROL
 FQ0106
 FQ0106  NGVD 29 (??/??/92) 1497.599  (m)         4913.37   (f) ADJ UNCH    2 0
 FQ0106
 FQ0106.Superseded values are not recommended for survey control.
 FQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0106.See file dsdata.txt to determine how the superseded data were derived.
 FQ0106
 FQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD350738(NAD 83)
 FQ0106_MARKER: DR = REFERENCE MARK DISK
 FQ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0106_STAMPING: HOBSON NO 2 1959
 FQ0106_MARK LOGO: CGS   
 FQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0106+STABILITY: SURFACE MOTION
 FQ0106
 FQ0106  HISTORY     - Date     Condition        Report By
 FQ0106  HISTORY     - 1959     MONUMENTED       CGS
 FQ0106  HISTORY     - 1983     GOOD             NGS
 FQ0106
 FQ0106                          STATION DESCRIPTION
 FQ0106
 FQ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0106'4.6 MI E FROM WINSLOW.
 FQ0106'4.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0106'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0106'POST OFFICE AT WINSLOW, 1.2 MILES EAST OF MINNETONKA TRADING POST, 225
 FQ0106'FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE, 32.5 FEET
 FQ0106'WEST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0106'POST THAT PROJECTS 6 INCHES.
 FQ0106
 FQ0106                          STATION RECOVERY (1983)
 FQ0106
 FQ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0106'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 FQ0106'THE EXCEPTION THAT THE HIGHWAY IS NOW INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0915 ***********************************************************************
 FR0915  DESIGNATION -  HOG
 FR0915  PID         -  FR0915
 FR0915  STATE/COUNTY-  AZ/COCONINO
 FR0915  USGS QUAD   -  DIKE TANK (1980)
 FR0915
 FR0915                         *CURRENT SURVEY CONTROL
 FR0915  ___________________________________________________________________
 FR0915* NAD 83(1992)-  35 45 18.83454(N)    112 58 37.53090(W)     ADJUSTED  
 FR0915* NAVD 88     -      1962.     (meters)    6437.     (feet)  SCALED    
 FR0915  ___________________________________________________________________
 FR0915  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 FR0915  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FR0915  HORZ ORDER  -  SECOND
 FR0915
 FR0915.The horizontal coordinates were established by classical geodetic methods
 FR0915.and adjusted by the National Geodetic Survey in June 1998.
 FR0915
 FR0915.The orthometric height was scaled from a topographic map.
 FR0915
 FR0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0915
 FR0915.The geoid height was determined by GEOID03.
 FR0915
 FR0915;                    North         East     Units Scale Factor Converg.
 FR0915;SPC AZ C     -   527,875.515   117,461.406   MT  1.00001329   -0 37 10.8
 FR0915;SPC AZ C     - 1,731,875.05    385,372.07   iFT  1.00001329   -0 37 10.8
 FR0915;UTM  12      - 3,958,603.145   321,249.051   MT  0.99999374   -1 09 20.0
 FR0915
 FR0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0915!SPC AZ C     -   0.99969593  x   1.00001329  =   0.99970922
 FR0915!UTM  12      -   0.99969593  x   0.99999374  =   0.99968968
 FR0915
 FR0915|---------------------------------------------------------------------|
 FR0915| PID    Reference Object                     Distance      Geod. Az  |
 FR0915|                                                           dddmmss.s |
 FR0915| CH2500 HOG RM 2                             26.656 METERS 06739     |
 FR0915| FR0913 T27N R5W SECS 4 5 1/4 COR           APPROX.13.2 KM 0904210.2 |
 FR0915| CH2498 HOG AZ MK                                          0912008.9 |
 FR0915| CH2499 HOG RM 1                             30.941 METERS 15703     |
 FR0915|---------------------------------------------------------------------|
 FR0915
 FR0915                          SUPERSEDED SURVEY CONTROL
 FR0915
 FR0915  NAD 83(1992)-  35 45 18.83454(N)    112 58 37.53090(W) AD(       ) 2
 FR0915  NAD 83(1986)-  35 45 18.82645(N)    112 58 37.52627(W) AD(       ) 2
 FR0915  NAD 27      -  35 45 18.86500(N)    112 58 34.81400(W) AD(       ) 2
 FR0915
 FR0915.Superseded values are not recommended for survey control.
 FR0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0915.See file dsdata.txt to determine how the superseded data were derived.
 FR0915
 FR0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2124958603(NAD 83)
 FR0915_MARKER: DS = TRIANGULATION STATION DISK
 FR0915_SETTING: 80 = SET IN A BOULDER
 FR0915_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0915
 FR0915  HISTORY     - Date     Condition        Report By
 FR0915  HISTORY     - 1936     MONUMENTED       CGS
 FR0915
 FR0915                          STATION DESCRIPTION
 FR0915
 FR0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0915'STATION IS LOCATED ON THE SOUTHEAST END OF A GRASSY RIDGE, SPARSELY
 FR0915'TIMBERED (RIDGE RUNS HIGHER TO THE NORTHWEST OF STATION), 0.3
 FR0915'MILE WEST OF THE HUALPAI RESERVATION FENCE LINE WHICH RUNS
 FR0915'NORTHEAST AND SOUTHWEST AT THIS POINT, ABOUT 1.0 MILE SOUTHWEST
 FR0915'OF THE INTERSECTION OF THE RESERVATION FENCE AND A FENCE THAT
 FR0915'RUNS WEST FROM THE ROSEWELL RANCH WHICH IS ABOUT 6.0 MILES EAST
 FR0915'FROM THE STATION.  IT IS ABOUT 3 MILES SOUTHEAST OF THE HOG
 FR0915'RANCH TANKS AND ABOUT 30 MILES, AIRLINE NORTH OF SELIGMAN.
 FR0915'STATION MARK SET AS DESCRIBED.  A 4-FOOT STAND WAS
 FR0915'USED.
 FR0915'
 FR0915'REFERENCE MARK NO. 1, PROJECTS ABOUT 3 INCHES ABOVE
 FR0915'THE GROUND, SET IN BOULDER SOUTH-SOUTHEAST OF STATION.  REFERENCE
 FR0915'MARK NO. 2, PROJECTS ABOUT 3 INCHES ABOVE GROUND, SET
 FR0915'IN BOULDER, EAST-NORTHEAST OF STATION.  AZIMUTH MARK,
 FR0915'IS ON THE NORTHWEST SIDE OF RESERVATION FENCE, 0.3 MILE EAST OF
 FR0915'STATION AND 1.3 MILES SOUTHWEST OF GATE ENTERING RESERVATION.
 FR0915'
 FR0915'REACHED FROM SELIGMAN, MAIN INTERSECTION, BY GOING EAST ON
 FR0915'U.S. HIGHWAY 66 FOR 1.0 MILE TO TEXACO SERVICE STATION AND SIGN
 FR0915'HAVASUPI INDIAN VILLAGE 71 MILES, LEAVE HIGHWAY HERE, TURN LEFT
 FR0915'AND GO NORTH ON BLADED ROAD 0.25 MILE TO GATE, PASS THROUGH
 FR0915'GATE AND CONTINUE NORTH ON BLADED ROAD FOR 3.1 MILES TO CATTLE
 FR0915'GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE NORTH FOR 0.35
 FR0915'MILE TO FORK, TAKE LEFT FORK AND GO 0.25 MILE TO FORK, TAKE
 FR0915'RIGHT FORK AND GO 0.2 MILE TO FORK, TAKE RIGHT FORK AND GO 5.0
 FR0915'MILES TO CATTLE GUARD, PASS THROUGH AND CONTINUE NORTH FOR
 FR0915'2.9 MILES TO CATTLE GUARD, PASS THROUGH AND CONTINUE NORTH ON
 FR0915'MAIN-GRAVELED ROAD FOR 5.7 MILES TO CATTLE GUARD, PASS
 FR0915'THROUGH AND CONTINUE NORTH ON MAIN-TRAVELED ROAD ALONG WEST
 FR0915'SIDE OF FENCE FOR 2.2 MILES TO FORK, TAKE LEFT FORK AND CONTINUE
 FR0915'NORTH FOR 1.5 MILES TO FORK, TAKE LEFT FORK AND CONTINUE
 FR0915'NORTHERLY ON MAIN-TRAVELED ROAD FOR 8.9 MILES TO A
 FR0915'STEEL GATE, PASS THROUGH GATE AND CONTINUE 1.5 MILES TO A
 FR0915'WOODEN GATE ENTERING THE ROSE WELL RANCH YARDS.  PASS THROUGH
 FR0915'GATE AND CONTINUE NORTHEASTERLY FOR 0.1 MILE TO THE SOUTHEAST
 FR0915'CORNER OF A LARGE CORRAL WHICH IS ABOUT 0.1 MILE WEST OF THE
 FR0915'ROSE WELL RANCH HOUSE (NEAREST WATER TO STATION AT THIS
 FR0915'RANCH), PASS THROUGH GATE, ENTER CORRAL AND GO WEST FOR 0.1 MILE
 FR0915'TO A GATE IN THE WEST FENCE OF CORRAL, PASS THROUGH GATE AND
 FR0915'FOLLOW DIM ROAD WEST AND NORTH FOR 0.1 MILE TO A GATE IN EAST
 FR0915'AND WEST FENCE.  PASS THROUGH GATE, TURN LEFT AND GO WEST
 FR0915'ALONG THE NORTH SIDE OF FENCE, CROSS COUNTRY FOR 3.55 MILES
 FR0915'TO A DIM ROAD THAT RUNS NORTHWEST, (THERE IS A ROAD ALONG THE
 FR0915'FIRST PART OF THIS DISTANCE, THE LAST PART IS FAIRLY GOOD
 FR0915'CROSS-COUNTRY DRIVING), TURN RIGHT AND FOLLOW THIS DIM
 FR0915'ROAD NORTHWEST FOR 1.5 MILES TO A GATE ENTERING INDIAN RESERVATION.
 FR0915'PASS THROUGH GATE, TURN LEFT AND GO SOUTHWEST ACROSS COUNTRY
 FR0915'ALONG THE NORTHWEST SIDE OF FENCE FOR 1.3 MILES TO AZIMUTH MARK.
 FR0915'THEN TURN RIGHT LEAVING FENCE AND GO WEST UP GRADUALLY SLOPING
 FR0915'GRASSY HILL FOR 0.3 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0861 ***********************************************************************
 ES0861  DESIGNATION -  HOG
 ES0861  PID         -  ES0861
 ES0861  STATE/COUNTY-  AZ/GILA
 ES0861  USGS QUAD   -  GISELA (1972)
 ES0861
 ES0861                         *CURRENT SURVEY CONTROL
 ES0861  ___________________________________________________________________
 ES0861* NAD 83(1992)-  34 07 04.20192(N)    111 21 24.30663(W)     ADJUSTED  
 ES0861* NAVD 88     -       990.2    (meters)    3249.     (feet)  VERTCON   
 ES0861  ___________________________________________________________________
 ES0861  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 ES0861  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ES0861  HORZ ORDER  -  SECOND
 ES0861
 ES0861.The horizontal coordinates were established by classical geodetic methods
 ES0861.and adjusted by the National Geodetic Survey in August 1993.
 ES0861
 ES0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0861
 ES0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0861
 ES0861.The geoid height was determined by GEOID03.
 ES0861
 ES0861;                    North         East     Units Scale Factor Converg.
 ES0861;SPC AZ E     -   346,362.657   103,574.308   MT  1.00004853   -0 40 03.3
 ES0861;SPC AZ E     - 1,136,360.42    339,810.72   iFT  1.00004853   -0 40 03.3
 ES0861;UTM  12      - 3,775,278.739   467,100.222   MT  0.99961334   -0 12 00.4
 ES0861
 ES0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0861!SPC AZ E     -   0.99984871  x   1.00004853  =   0.99989723
 ES0861!UTM  12      -   0.99984871  x   0.99961334  =   0.99946211
 ES0861
 ES0861:                Primary Azimuth Mark                     Grid Az
 ES0861:SPC AZ E     -  OX BOW                                   016 22 35.7
 ES0861:UTM  12      -  OX BOW                                   015 54 32.8
 ES0861
 ES0861|---------------------------------------------------------------------|
 ES0861| PID    Reference Object                     Distance      Geod. Az  |
 ES0861|                                                           dddmmss.s |
 ES0861| ES0871 OX BOW                              APPROX. 5.9 KM 0154232.4 |
 ES0861| DZ1296 HOG RM 1                             10.883 METERS 17543     |
 ES0861| DZ1297 HOG RM 2                             10.898 METERS 35515     |
 ES0861|---------------------------------------------------------------------|
 ES0861
 ES0861                          SUPERSEDED SURVEY CONTROL
 ES0861
 ES0861  NAD 83(1986)-  34 07 04.19346(N)    111 21 24.31013(W) AD(       ) 2
 ES0861  NGVD 29 (07/10/87)  989.5    (m)         3246.     (f) VERT ANG    3  
 ES0861
 ES0861.Superseded values are not recommended for survey control.
 ES0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0861.See file dsdata.txt to determine how the superseded data were derived.
 ES0861
 ES0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6710075279(NAD 83)
 ES0861_MARKER: DS = TRIANGULATION STATION DISK
 ES0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0861+STABILITY: SURFACE MOTION
 ES0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0861+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 ES0861
 ES0861  HISTORY     - Date     Condition        Report By
 ES0861  HISTORY     - 1981     MONUMENTED       AZDT
 ES0861  HISTORY     - 20070309 GOOD             GEOCAC
 ES0861
 ES0861                          STATION DESCRIPTION
 ES0861
 ES0861'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0861'THE STATION IS LOCATED 8 MILES SOUTH OF PAYSON, 0.5 MILE NORTH OF RYE
 ES0861'AND ALONG ARIZONA HIGHWAY 87.
 ES0861'
 ES0861'THE STATION MARK IS AN AZDT DISK STAMPED---HOG 1981---SET IN TOP
 ES0861'OF A CONCRETE MONUMENT 97 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ES0861'AND 3 FEET WEST OF A WITNESS POST AND SIGN AT MILEPOST 241.6.
 ES0861'
 ES0861'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HOG RM 1 1981---SET IN
 ES0861'TOP OF A CONCRETE MONUMENT.
 ES0861'
 ES0861'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HOG RM 2 1981---SET IN
 ES0861'TOP OF A CONCRETE MONUMENT.
 ES0861'
 ES0861'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST FOR
 ES0861'200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6
 ES0861'MILE TO STATE ROUTH 87.  TURN RIGHT AND TRAVEL SOUTH FOR 9.15 MILE TO
 ES0861'A HIGHWAY CUT ON THE LEFT AND THE STATION.
 ES0861
 ES0861                          STATION RECOVERY (2007)
 ES0861
 ES0861'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0861'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 ES0861'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 ES0861'THE MARK IS 3 FEET WEST OF A BARB WIRE FENCE.
 ES0861' 
 ES0861'UPDATE TO THE TO REACH DESCRIPTION   APPROXIMATELY .12 MILES BEFORE
 ES0861'THE STATION THERE IS A SMALL PAVED TURN OUT ON THE WEST OF STATE
 ES0861'HIGHWAY 87. PARK HERE AND PACK ACROSS STATE HIGHWAY 87 AND UP THE CUT
 ES0861'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0906 ***********************************************************************
 FQ0906  DESIGNATION -  HOGAN
 FQ0906  PID         -  FQ0906
 FQ0906  STATE/COUNTY-  AZ/NAVAJO
 FQ0906  USGS QUAD   -  EAST OF OLD LEUPP (1986)
 FQ0906
 FQ0906                         *CURRENT SURVEY CONTROL
 FQ0906  ___________________________________________________________________
 FQ0906* NAD 83(1992)-  35 18 00.43635(N)    110 48 08.25374(W)     ADJUSTED  
 FQ0906* NAVD 88     -      1448.0    (meters)    4751.     (feet)  VERTCON   
 FQ0906  ___________________________________________________________________
 FQ0906  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FQ0906  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FQ0906  HORZ ORDER  -  THIRD
 FQ0906
 FQ0906.The horizontal coordinates were established by classical geodetic methods
 FQ0906.and adjusted by the National Geodetic Survey in August 1993.
 FQ0906
 FQ0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0906
 FQ0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0906
 FQ0906.The geoid height was determined by GEOID03.
 FQ0906
 FQ0906;                    North         East     Units Scale Factor Converg.
 FQ0906;SPC AZ E     -   477,052.626   155,552.907   MT  0.99994117   -0 22 02.3
 FQ0906;SPC AZ E     - 1,565,133.29    510,344.18   iFT  0.99994117   -0 22 02.3
 FQ0906;UTM  12      - 3,906,344.112   517,975.009   MT  0.99960398   +0 06 51.3
 FQ0906
 FQ0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0906!SPC AZ E     -   0.99977653  x   0.99994117  =   0.99971772
 FQ0906!UTM  12      -   0.99977653  x   0.99960398  =   0.99938060
 FQ0906
 FQ0906|---------------------------------------------------------------------|
 FQ0906| PID    Reference Object                     Distance      Geod. Az  |
 FQ0906|                                                           dddmmss.s |
 FQ0906| CR9976 HOGAN RM 1                           10.702 METERS 10756     |
 FQ0906| FQ0753 MESA SPUR                           APPROX.14.8 KM 1940428.8 |
 FQ0906| CR9977 HOGAN RM 2                           10.583 METERS 20538     |
 FQ0906|---------------------------------------------------------------------|
 FQ0906
 FQ0906                          SUPERSEDED SURVEY CONTROL
 FQ0906
 FQ0906  NAD 83(1986)-  35 18 00.43250(N)    110 48 08.25543(W) AD(       ) 3
 FQ0906  NGVD 29 (02/23/90) 1447.2    (m)         4748.     (f) VERT ANG    3  
 FQ0906
 FQ0906.Superseded values are not recommended for survey control.
 FQ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0906.See file dsdata.txt to determine how the superseded data were derived.
 FQ0906
 FQ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE1797506344(NAD 83)
 FQ0906_MARKER: DS = TRIANGULATION STATION DISK
 FQ0906_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0906
 FQ0906  HISTORY     - Date     Condition        Report By
 FQ0906  HISTORY     - 1955     MONUMENTED       USGS
 FQ0906
 FQ0906                          STATION DESCRIPTION
 FQ0906
 FQ0906'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0906'LOCATED ABOUT 17.0 MI N. OF WINSLOW, 0.5 MI S. OF LEUPP-DILKON
 FQ0906'RD.  ON SMALL SAND DUNE.
 FQ0906'
 FQ0906'TO REACH FROM WINSLOW POST OFFICE, DRIVE 9.4 MI W. ON U.S. HWY.
 FQ0906'66 TO HOPI HOUSE TRADING POST (LEUPP CORNERS).  TURN RIGHT 17.0 MI
 FQ0906'N. TO SUNRISE TRADING POST.  CROSS LITTLE COLORADO RIVER 0.1 MI.
 FQ0906'TURN RIGHT ON DILKON RD. 9.9 MI E. TO EL PASO GAS CO. PUMP HOUSE
 FQ0906'NO. 24.  TURN RIGHT 0.5 MI S. FOLLOWING TRACK RD.  TURN W. 0.1 MI
 FQ0906'TO STATION ON LOW SAND DUNE ABOUT 400 FT SE. OF HOGAN.
 FQ0906'
 FQ0906'STATION MARK--STANDARD TABLET STAMPED---HOGAN 1955---, IN CONCRETE
 FQ0906'POST PROJECTING 1.2 FT.
 FQ0906'
 FQ0906'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, IN CONCRETE POST.
 FQ0906'
 FQ0906'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, IN CONCRETE POST.
 FQ0906'
 FQ0906'1968 RECOVERY FROM FORM 9-1165--STATION MARK AND RM 1 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0675 ***********************************************************************
 FP0675  DESIGNATION -  HOGAN
 FP0675  PID         -  FP0675
 FP0675  STATE/COUNTY-  AZ/APACHE
 FP0675  USGS QUAD   -  DEEP LAKE (1972)
 FP0675
 FP0675                         *CURRENT SURVEY CONTROL
 FP0675  ___________________________________________________________________
 FP0675* NAD 83(1992)-  35 01 20.45452(N)    109 14 35.37275(W)     ADJUSTED  
 FP0675* NAVD 88     -      1955.87   (+/-2cm)    6416.9    (feet)  VERTCON   
 FP0675  ___________________________________________________________________
 FP0675  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 FP0675  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FP0675  HORZ ORDER  -  SECOND
 FP0675  VERT ORDER  -  THIRD ? (See Below)
 FP0675
 FP0675.The horizontal coordinates were established by classical geodetic methods
 FP0675.and adjusted by the National Geodetic Survey in August 1993.
 FP0675
 FP0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0675.The vertical order pertains to the NGVD 29 superseded value.
 FP0675
 FP0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0675
 FP0675.The geoid height was determined by GEOID03.
 FP0675
 FP0675;                    North         East     Units Scale Factor Converg.
 FP0675;SPC AZ E     -   446,443.127   297,635.216   MT  0.99998750   +0 31 48.1
 FP0675;SPC AZ E     - 1,464,708.42    976,493.49   iFT  0.99998750   +0 31 48.1
 FP0675;UTM  12      - 3,876,931.926   660,279.684   MT  0.99991662   +1 00 30.5
 FP0675
 FP0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0675!SPC AZ E     -   0.99969668  x   0.99998750  =   0.99968418
 FP0675!UTM  12      -   0.99969668  x   0.99991662  =   0.99961333
 FP0675
 FP0675|---------------------------------------------------------------------|
 FP0675| PID    Reference Object                     Distance      Geod. Az  |
 FP0675|                                                           dddmmss.s |
 FP0675| CS5174 HOGAN RM 1                            9.969 METERS 14406     |
 FP0675| CS5175 HOGAN RM 2                           10.607 METERS 32345     |
 FP0675|---------------------------------------------------------------------|
 FP0675
 FP0675                          SUPERSEDED SURVEY CONTROL
 FP0675
 FP0675  NAD 83(1986)-  35 01 20.44568(N)    109 14 35.37562(W) AD(       ) 2
 FP0675  NGVD 29 (01/29/91) 1954.88   (m)         6413.6    (f) LEVELING    3  
 FP0675
 FP0675.Superseded values are not recommended for survey control.
 FP0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0675.See file dsdata.txt to determine how the superseded data were derived.
 FP0675
 FP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6028076932(NAD 83)
 FP0675_MARKER: DS = TRIANGULATION STATION DISK
 FP0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0675+STABILITY: SURFACE MOTION
 FP0675
 FP0675  HISTORY     - Date     Condition        Report By
 FP0675  HISTORY     - 1982     MONUMENTED       AZDT
 FP0675
 FP0675                          STATION DESCRIPTION
 FP0675
 FP0675'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0675'THE STATION IS LOCATED 14.5 MILES SOUTHEAST OF SANDERS ALONG U.S.
 FP0675'HIGHWAY 666.
 FP0675'
 FP0675'THE STATION MARK IS AN AZDT DISK STAMPED---HOGAN 1982---SET IN TOP OF
 FP0675'A 10 INCH CONCRETE MONUMENT.  IT IS 73 FEET OF THE CENTER LINE OF THE
 FP0675'HIGHWAY AND 3 FEET NORTH OF THE HIGHWAY.
 FP0675'
 FP0675'REFERENCE MARK 1 IS AN AZDT DISK STAMPE---HOGAN RM 1 1982---.  IT IS
 FP0675'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0675'
 FP0675'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HOGAN RM 2 1982---.  IT IS
 FP0675'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0675'
 FP0675'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH FOR
 FP0675'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 FP0675'ALONG US 666 FOR 15.15 MILES TO THE STATION ON THE LEFT ABOUT 5 FEET
 FP0675'HIGHER THAN THE HIGHWAY AT MILEPOST 353.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1928 ***********************************************************************
 AI1928  DESIGNATION -  HOGAN RM 2
 AI1928  PID         -  AI1928
 AI1928  STATE/COUNTY-  AZ/COCONINO
 AI1928  USGS QUAD   -  EAST OF OLD LEUPP (1986)
 AI1928
 AI1928                         *CURRENT SURVEY CONTROL
 AI1928  ___________________________________________________________________
 AI1928* NAD 83(2007)-  35 18 00.33277(N)    110 48 07.85758(W)     ADJUSTED  
 AI1928* NAVD 88     -      1446.6    (meters)    4746.     (feet)  GPS OBS   
 AI1928  ___________________________________________________________________
 AI1928  EPOCH DATE  -        2007.00
 AI1928  X           -  -1,851,152.398 (meters)                     COMP
 AI1928  Y           -  -4,872,633.912 (meters)                     COMP
 AI1928  Z           -   3,665,911.133 (meters)                     COMP
 AI1928  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AI1928  ELLIP HEIGHT-        1422.703 (meters)          (02/10/07) ADJUSTED
 AI1928  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AI1928
 AI1928  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1928  Type    PID    Designation                      North   East  Ellip
 AI1928  -------------------------------------------------------------------
 AI1928  NETWORK AI1928 HOGAN RM 2                        0.39   0.35   1.10
 AI1928  -------------------------------------------------------------------
 AI1928
 AI1928.The horizontal coordinates were established by GPS observations
 AI1928.and adjusted by the National Geodetic Survey in February 2007.
 AI1928
 AI1928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1928.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1928.The horizontal coordinates are valid at the epoch date displayed above.
 AI1928.The epoch date for horizontal control is a decimal equivalence
 AI1928.of Year/Month/Day.
 AI1928
 AI1928.The orthometric height was determined by GPS observations and a
 AI1928.high-resolution geoid model.
 AI1928
 AI1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1928
 AI1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1928
 AI1928.The ellipsoidal height was determined by GPS observations
 AI1928.and is referenced to NAD 83.
 AI1928
 AI1928.The geoid height was determined by GEOID03.
 AI1928
 AI1928;                    North         East     Units Scale Factor Converg.
 AI1928;SPC AZ C     -   477,433.825   314,718.374   MT  1.00002657   +0 38 38.6
 AI1928;SPC AZ C     - 1,566,383.94  1,032,540.60   iFT  1.00002657   +0 38 38.6
 AI1928;UTM  12      - 3,906,340.941   517,985.021   MT  0.99960399   +0 06 51.5
 AI1928
 AI1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1928!SPC AZ C     -   0.99977674  x   1.00002657  =   0.99980330
 AI1928!UTM  12      -   0.99977674  x   0.99960399  =   0.99938082
 AI1928
 AI1928                          SUPERSEDED SURVEY CONTROL
 AI1928
 AI1928  NAD 83(1992)-  35 18 00.33226(N)    110 48 07.85683(W) AD(       ) A
 AI1928  ELLIP H (09/30/99) 1422.718  (m)                       GP(       ) 3 1
 AI1928
 AI1928.Superseded values are not recommended for survey control.
 AI1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1928.See file dsdata.txt to determine how the superseded data were derived.
 AI1928
 AI1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE1798506341(NAD 83)
 AI1928_MARKER: DR = REFERENCE MARK DISK
 AI1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1928_STAMPING: HOGAN RM 2 1955
 AI1928_MARK LOGO: USGS  
 AI1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1928+STABILITY: SURFACE MOTION
 AI1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1928+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1999
 AI1928
 AI1928  HISTORY     - Date     Condition        Report By
 AI1928  HISTORY     - UNK      MONUMENTED
 AI1928  HISTORY     - 19990127 GOOD             NAVNAT
 AI1928
 AI1928                          STATION DESCRIPTION
 AI1928
 AI1928'DESCRIBED BY NAVAJO NATION 1999 (LLY)
 AI1928'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NORTH OF WINSLOW, 0.5 MI
 AI1928'(0.8 KM) SOUTH OF INDIAN ROUTE 15, IN A FLAT, BRUSHY AREA.
 AI1928'OWNERSHIP--NAVAJO TRIBAL TRUST LAND.  TO REACH THE STATION FROM THE
 AI1928'OVERPASS OF INTERSTATE HIGHWAY 40 AND NORTH PARK DRIVE (EXIT 253) IN
 AI1928'WINSLOW, GO WEST FOR 7.8 MI (12.6 KM) TO EXIT 245, STATE HIGHWAY 99.
 AI1928'TURN NORTH AND GO 0.5 MI (0.8 KM) ON HIGHWAY 99 TO A FRONTAGE ROAD.
 AI1928'TURN WEST ALONG PAVED FRONTAGE ROAD, HIGHWAY 99, FOR 19.5 MI (31.4 KM)
 AI1928'TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON INDIAN ROUTE 15 FOR
 AI1928'10.8 MI (17.4 KM) TO A T-ROAD, PASSING TRANSWESTERN PIPELINE TURNOUT
 AI1928'AT 8.4 MI (13.5 KM).  TURN RIGHT AND GO SOUTH FOR 0.5 MI (0.8 KM) ON
 AI1928'INDIAN ROUTE 71 (GRADED ROAD) TO BIRDSPRING CHAPTER AND THE STATION
 AI1928'ABOUT 50 FT (15.2 M) WEST OF THE CENTER OF GRADED ROAD.  THE STATION
 AI1928'PROJECTS 1.35 FT (0.41 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4634 ***********************************************************************
 DK4634  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4634  DESIGNATION -  HOHOKAM
 DK4634  PID         -  DK4634
 DK4634  STATE/COUNTY-  AZ/PINAL
 DK4634  USGS QUAD   -  COOLIDGE (1992)
 DK4634
 DK4634                         *CURRENT SURVEY CONTROL
 DK4634  ___________________________________________________________________
 DK4634* NAD 83(2007)-  32 53 12.61088(N)    111 37 24.96804(W)     ADJUSTED  
 DK4634* NAVD 88     -       441.22   (meters)    1447.6    (feet)  GPS OBS   
 DK4634  ___________________________________________________________________
 DK4634  X           -  -1,975,806.570 (meters)                     COMP
 DK4634  Y           -  -4,984,317.991 (meters)                     COMP
 DK4634  Z           -   3,443,649.649 (meters)                     COMP
 DK4634  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DK4634  ELLIP HEIGHT-         411.188 (meters)          (04/23/08) ADJUSTED
 DK4634  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DK4634  HORZ ORDER  -  A
 DK4634  ELLP ORDER  -  FOURTH    CLASS II
 DK4634
 DK4634.The horizontal coordinates were established by GPS observations
 DK4634.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4634
 DK4634.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4634.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4634
 DK4634.The orthometric height was determined by GPS observations and a
 DK4634.high-resolution geoid model.
 DK4634.The orthometric height was determined by GPS observations and a
 DK4634.high-resolution geoid model using precise GPS observation and
 DK4634.processing techniques.
 DK4634
 DK4634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4634
 DK4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4634
 DK4634.The ellipsoidal height was determined by GPS observations
 DK4634.and is referenced to NAD 83.
 DK4634
 DK4634.The geoid height was determined by GEOID03.
 DK4634
 DK4634;                    North         East     Units Scale Factor Converg.
 DK4634;SPC AZ C     -   209,240.636   240,780.030   MT  0.99990927   +0 09 32.9
 DK4634;SPC AZ C     -   686,485.03    789,960.73   iFT  0.99990927   +0 09 32.9
 DK4634;UTM  12      - 3,638,914.085   441,670.949   MT  0.99964195   -0 20 19.0
 DK4634
 DK4634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4634!SPC AZ C     -   0.99993545  x   0.99990927  =   0.99984472
 DK4634!UTM  12      -   0.99993545  x   0.99964195  =   0.99957742
 DK4634
 DK4634                          SUPERSEDED SURVEY CONTROL
 DK4634
 DK4634.No superseded survey control is available for this station.
 DK4634
 DK4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4167138914(NAD 83)
 DK4634_MARKER: DD = SURVEY DISK
 DK4634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK4634_SP_SET: CONCRETE HEADWALL OF SIPHON
 DK4634_STAMPING: HOHOKAM LS20358 2006
 DK4634_MARK LOGO: NONE  
 DK4634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4634+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4634
 DK4634  HISTORY     - Date     Condition        Report By
 DK4634  HISTORY     - 20060830 MONUMENTED       MHD
 DK4634
 DK4634                          STATION DESCRIPTION
 DK4634
 DK4634'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4634'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH-NORTHWEST OF ELOY,
 DK4634'8.8 MI (14.2 KM) SOUTHWEST OF COOLIDGE AND 7.8 MI (12.5 KM) EAST OF
 DK4634'CASA GRANDE IN A SIPHON HEADWALL ON USBR (CAP) PROPERTY NEAR THE
 DK4634'CENTER OF SECTION 21, T. 6 S., R. 6 E., GILA AND SALT RIVER MERIDIAN.
 DK4634'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4634'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 DK4634'FLORENCE BOULEVARD 8.0 MI (12.9 KM) TO SIGNAL PEAK ROAD.  TURN LEFT
 DK4634'(NORTH) AND GO 0.5 MI (0.8 KM) TO CAP CANAL CROSSING.  TURN LEFT
 DK4634'(WEST) 0.55 MI (0.9 KM) ALONG THE NORTH SIDE OF CAP CANAL TO WEST
 DK4634'HEADWALL OF AN EAST-WEST SIPHON.  STATION IS A SMOOTH BRASS DISK IN
 DK4634'SOUTHEAST ANGLE POINT OF HEADWALL MARKED -- HOHOKAM LS20358 2006.
 DK4634' 
 DK4634'NOTE--THERE IS NO LOGO ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1757 ***********************************************************************
 CZ1757  DESIGNATION -  HOLA
 CZ1757  PID         -  CZ1757
 CZ1757  STATE/COUNTY-  AZ/GRAHAM
 CZ1757  USGS QUAD   -  JACKSON MTN (1972)
 CZ1757
 CZ1757                         *CURRENT SURVEY CONTROL
 CZ1757  ___________________________________________________________________
 CZ1757* NAD 83(1992)-  32 56 54.50673(N)    110 14 03.66876(W)     ADJUSTED  
 CZ1757* NAVD 88     -      1776.8    (meters)    5829.     (feet)  VERTCON   
 CZ1757  ___________________________________________________________________
 CZ1757  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CZ1757  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CZ1757  HORZ ORDER  -  FIRST
 CZ1757
 CZ1757.The horizontal coordinates were established by classical geodetic methods
 CZ1757.and adjusted by the National Geodetic Survey in August 1993.
 CZ1757
 CZ1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1757
 CZ1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1757
 CZ1757.The geoid height was determined by GEOID03.
 CZ1757
 CZ1757;                    North         East     Units Scale Factor Converg.
 CZ1757;SPC AZ E     -   216,039.718   207,031.506   MT  0.99990049   -0 02 12.5
 CZ1757;SPC AZ E     -   708,791.73    679,237.22   iFT  0.99990049   -0 02 12.5
 CZ1757;UTM  12      - 3,645,834.880   571,566.027   MT  0.99966315   +0 24 59.2
 CZ1757
 CZ1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1757!SPC AZ E     -   0.99972533  x   0.99990049  =   0.99962585
 CZ1757!UTM  12      -   0.99972533  x   0.99966315  =   0.99938857
 CZ1757
 CZ1757:                Primary Azimuth Mark                     Grid Az
 CZ1757:SPC AZ E     -  T5S R21E SEC 32 1/4 COR SC               093 48 01.8
 CZ1757:UTM  12      -  T5S R21E SEC 32 1/4 COR SC               093 20 50.1
 CZ1757
 CZ1757|---------------------------------------------------------------------|
 CZ1757| PID    Reference Object                     Distance      Geod. Az  |
 CZ1757|                                                           dddmmss.s |
 CZ1757| CC6685 T5S R21E SEC 32 1/4 COR SC                         0934549.3 |
 CZ1757| CZ1756 TARGET ABOUT 4 MI SW OF STEER       APPROX. 9.9 KM 1114536.9 |
 CZ1757| CC6686 HOLA RM 1                             4.893 METERS 22802     |
 CZ1757| CC6687 HOLA RM 2                             6.819 METERS 33728     |
 CZ1757|---------------------------------------------------------------------|
 CZ1757
 CZ1757                          SUPERSEDED SURVEY CONTROL
 CZ1757
 CZ1757  NAD 83(1986)-  32 56 54.50238(N)    110 14 03.66817(W) AD(       ) 1
 CZ1757  NAD 27      -  32 56 54.28500(N)    110 14 01.34900(W) AD(       ) 1
 CZ1757  NGVD 29 (07/19/86) 1776.0    (m)         5827.     (f) VERT ANG    3  
 CZ1757
 CZ1757.Superseded values are not recommended for survey control.
 CZ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1757.See file dsdata.txt to determine how the superseded data were derived.
 CZ1757
 CZ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7156645835(NAD 83)
 CZ1757_MARKER: DS = TRIANGULATION STATION DISK
 CZ1757_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1757_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1757
 CZ1757  HISTORY     - Date     Condition        Report By
 CZ1757  HISTORY     - 1945     MONUMENTED       CGS
 CZ1757  HISTORY     - 1972     GOOD             AZHD
 CZ1757
 CZ1757                          STATION DESCRIPTION
 CZ1757
 CZ1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CZ1757'STATION IS 23-1/2 MILES (AIR LINE) WNW OF PIMA, 16 MILES SW OF
 CZ1757'FT. THOMAS, 9 MILES SSE OF MT. TURNBULL, 2-1/2 MILES WNW OF
 CZ1757'THE HOLADAY RANCH HOUSE WHICH IS LOCATED ON BLACK ROCK CREEK,
 CZ1757'AND 2-1/2 MILES W OF THE PROMINENT ROCKY PINNACLES KNOWN AS
 CZ1757'BLACK ROCK.  IT IS ON THE FIRST HIGH ROCKY MOUNTAIN RANGE IN THE
 CZ1757'CROOK NATIONAL FOREST.
 CZ1757'
 CZ1757'TO REACH STATION FROM THE UNION HIGH SCHOOL IN FT. THOMAS, GO
 CZ1757'W ON U.S. HIGHWAY 70 FOR 0.2 MILE.  TURN LEFT ON A GRADED GRAVEL
 CZ1757'ROAD FOR 0.05 MILE (CROSSING RAILROAD TRACKS).  TAKE RIGHT FORK
 CZ1757'AND GO 1.2 MILES ON MAIN ROAD TO A PIPELINE CHECK STATION AND
 CZ1757'ROAD TURNING OFF TO RIGHT.  KEEP LEFT STRAIGHT AHEAD ON MAIN
 CZ1757'ROAD FOR 1.0 MILE.  TAKE RIGHT FORK (STRAIGHT AHEAD) AND GO 9.5
 CZ1757'MILES ON MAIN ROAD TO THE ENTRANCE TO THE ED MC EUEN YL RANCH
 CZ1757'ON THE RIGHT.  CONTINUE ON THE MAIN ROAD FOR 5.3 MILES TO A
 CZ1757'POINT JUST W OF BLACK ROCK WHERE THE ROAD IS NEAREST TO BLACK
 CZ1757'ROCK.  FROM HERE THE STATION CAN BE SEEN ON THE FIRST
 CZ1757'GREY-WHITE ROCKY AND BRUSHY MOUNTAIN TO THE W.  IT IS ON
 CZ1757'THE SKY-LINE ON THE ROUND KNOB-LIKE PEAK ABOUT IN THE CENTER
 CZ1757'OF THE MOUNTAIN.  ANOTHER HIGHER MOUNTAIN CAN BE SEEN JUST TO
 CZ1757'THE RIGHT OF AND A LITTLE BACK FROM THE MOUNTAIN THE
 CZ1757'STATION IS ON.  AT THIS POINT TURN RIGHT OFF THE ROAD AND
 CZ1757'DRIVE CROSS COUNTRY IN A W DIRECTION FOR ABOUT 2 MILES
 CZ1757'TOWARD THE STATION.  THE END OF TRUCK TRAVEL IS ABOUT 3/4 MILE E
 CZ1757'OF THE STATION ON A RIDGE WHICH OVERLOOKS A LARGE WASH TO
 CZ1757'THE W.  FROM HERE PACK UP THE CANYON TOWARDS THE PEAK
 CZ1757'GRADUALLY BEARING  TO THE LEFT ALONG THE RIGHT HAND SIDE OF
 CZ1757'THE LEFT HAND PEAK.  HERE COME OUT ON TOP IN A SMALL FLAT
 CZ1757'AT THE HEAD OF THE CANYON.  FROM HERE HEAD FOR THE STATION
 CZ1757'PEAK BEARING TO THE RIGHT UP HILL ACROSS TWO FENCE LINES.
 CZ1757'
 CZ1757'STATION IS 6-1/2 FEET W OF THE HIGHEST POINT OF THE PEAK.
 CZ1757'IT IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH THE
 CZ1757'SURFACE OF THE GROUND AND IS STAMPED HOLA 1945.
 CZ1757'
 CZ1757'REFERENCE MARK 1 IS SW OF THE STATION AND ABOUT 3 FEET HIGHER.
 CZ1757'IT IS A BRONZE REFERENCE DISK SET IN A BOULDER WHICH PROJECTS
 CZ1757'ABOUT 6 FEET ABOVE THE SURROUNDING GROUND.  IT IS STAMPED
 CZ1757'HOLA NO 1 1945.
 CZ1757'
 CZ1757'REFERENCE MARK 2 IS NNW OF THE STATION AND ABOUT 2-1/2 FEET
 CZ1757'HIGHER.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER AND
 CZ1757'IS STAMPED HOLA NO 2 1945.
 CZ1757'
 CZ1757'AZIMUTH MARK IS 3/4 MILE E OF THE STATION.  IT IS LOCATED
 CZ1757'NEAR THE END OF TRUCK TRAVEL ON THE SW SLOPE OF THE SECOND
 CZ1757'RIDGE FROM THE MAIN WASH AND ABOUT 3/4 OF THE WAY DOWN FROM THE
 CZ1757'TOP.  IT IS 8 FEET SSW OF A 4 INCH SQUARE WHITE WITNESS POST.  IT
 CZ1757'IS MARKED BY A STANDARD GENERAL LAND OFFICE QUARTER CORNER
 CZ1757'DISK STAMPED SC 1/4 S32 WC 1928 AND SET IN THE TOP OF A
 CZ1757'1 INCH IRON PIPE WHICH PROJECTS 3 INCHES FROM A SMALL PILE OF
 CZ1757'ROCK.
 CZ1757
 CZ1757                          STATION RECOVERY (1972)
 CZ1757
 CZ1757'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EJL)
 CZ1757'GENERAL LOCATION SAME AS GIVEN.
 CZ1757'STATION MARK GOOD.
 CZ1757'
 CZ1757'REFERENCE MARKS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1045 ***********************************************************************
 ES1045  DESIGNATION -  HOLBROOK
 ES1045  PID         -  ES1045
 ES1045  STATE/COUNTY-  AZ/NAVAJO
 ES1045  USGS QUAD   -  PORTER CANYON (1986)
 ES1045
 ES1045                         *CURRENT SURVEY CONTROL
 ES1045  ___________________________________________________________________
 ES1045* NAD 83(1992)-  34 50 52.29136(N)    110 09 55.05788(W)     ADJUSTED  
 ES1045* NAVD 88     -      1668.3    (meters)    5473.     (feet)  VERTCON   
 ES1045  ___________________________________________________________________
 ES1045  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 ES1045  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES1045  HORZ ORDER  -  FIRST
 ES1045
 ES1045.The horizontal coordinates were established by classical geodetic methods
 ES1045.and adjusted by the National Geodetic Survey in August 1993.
 ES1045
 ES1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1045
 ES1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1045
 ES1045.The geoid height was determined by GEOID03.
 ES1045
 ES1045;                    North         East     Units Scale Factor Converg.
 ES1045;SPC AZ E     -   426,697.475   213,485.540   MT  0.99990000   +0 00 02.8
 ES1045;SPC AZ E     - 1,399,926.10    700,411.88   iFT  0.99990000   +0 00 02.8
 ES1045;UTM  12      - 3,856,489.015   576,309.975   MT  0.99967177   +0 28 37.1
 ES1045
 ES1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1045!SPC AZ E     -   0.99974201  x   0.99990000  =   0.99964204
 ES1045!UTM  12      -   0.99974201  x   0.99967177  =   0.99941386
 ES1045
 ES1045:                Primary Azimuth Mark                     Grid Az
 ES1045:SPC AZ E     -  HOLBROOK CO COURTHOUSE DOME              006 27 37.7
 ES1045:UTM  12      -  HOLBROOK CO COURTHOUSE DOME              005 59 03.4
 ES1045
 ES1045|---------------------------------------------------------------------|
 ES1045| PID    Reference Object                     Distance      Geod. Az  |
 ES1045|                                                           dddmmss.s |
 ES1045| ES1046 HOLBROOK CO COURTHOUSE DOME         APPROX. 6.2 KM 0062740.5 |
 ES1045| CD3019 HOLBROOK AZ MK                                     0115910.8 |
 ES1045| ES1040 LOS ANGELES ALBUQUER AWY BN 50      APPROX.16.3 KM 0375121.6 |
 ES1045| FP0599 LOS ANGELES ALBUQ AWY BCN 51        APPROX.37.2 KM 0565001.6 |
 ES1045| CD3020 HOLBROOK RM 1                         5.490 METERS 15759     |
 ES1045| CD3021 HOLBROOK RM 2                        10.118 METERS 25751     |
 ES1045|---------------------------------------------------------------------|
 ES1045
 ES1045                          SUPERSEDED SURVEY CONTROL
 ES1045
 ES1045  NAD 83(1986)-  34 50 52.28422(N)    110 09 55.06062(W) AD(       ) 1
 ES1045  NAD 27      -  34 50 52.18500(N)    110 09 52.62100(W) AD(       ) 1
 ES1045  NGVD 29 (08/03/87) 1667.5    (m)         5471.     (f) VERT ANG    3  
 ES1045
 ES1045.Superseded values are not recommended for survey control.
 ES1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1045.See file dsdata.txt to determine how the superseded data were derived.
 ES1045
 ES1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7631056489(NAD 83)
 ES1045_MARKER: DS = TRIANGULATION STATION DISK
 ES1045_SETTING: 66 = SET IN ROCK OUTCROP
 ES1045_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1045+STABILITY: POSITION/ELEVATION WELL
 ES1045
 ES1045  HISTORY     - Date     Condition        Report By
 ES1045  HISTORY     - 1936     MONUMENTED       CGS
 ES1045  HISTORY     - 1951     GOOD             CGS
 ES1045  HISTORY     - 1953     GOOD             USAF
 ES1045  HISTORY     - 1959     GOOD             CGS
 ES1045  HISTORY     - 1973     GOOD             USE
 ES1045  HISTORY     - 1974     GOOD             NGS
 ES1045  HISTORY     - 1978     GOOD             NGS
 ES1045  HISTORY     - 1983     GOOD             AZDT
 ES1045  HISTORY     - 19861209 GOOD             USAF
 ES1045
 ES1045                          STATION DESCRIPTION
 ES1045
 ES1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1045'STATION IS LOCATED ON A LONE LOW BUTTE, ABOUT 4 MILES DUE SOUTH
 ES1045'OF THE TOWN OF HOLBROOK.  THE BUTTE LIES ABOUT 0.8 MILE SOUTH
 ES1045'OF THE JUNCTION OF STATE HIGHWAY 77 AND THE HOLBROOK-HEBER
 ES1045'ROAD.  STATION IS ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 ES1045'
 ES1045'TO REACH FROM HOLBROOK AT CENTER OF TOWN, GO ABOUT 1.0 MILE
 ES1045'TO THE JUNCTION OF STATE HIGHWAY 77 AND U.S. HIGHWAY 260,
 ES1045'TAKE THE RIGHT FORK, HIGHWAY 77, AND GO SOUTH 2.2 MILES, TURN
 ES1045'RIGHT ON THE HEBER ROAD AND CONTINUE ABOUT 0.5 MILE, THEN TURN
 ES1045'LEFT OFF THE ROAD AND DRIVE SOUTH ACROSS COUNTRY, 0.5 MILE
 ES1045'TO THE WEST BASE OF THE BUTTE AND END OF TRUCK TRAVEL.  FROM
 ES1045'HERE PACK EAST UP THE HILL, ABOUT 250 YARDS, TO THE HIGHEST
 ES1045'POINT AND STATION.
 ES1045'
 ES1045'AZIMUTH MARK IS 0.8 MILE NORTH OF STATION, 70 YARDS SOUTH OF
 ES1045'JUNCTION OF HEBER ROAD AND HIGHWAY 77, AND 50 YARDS WEST OF
 ES1045'CENTERLINE OF HIGHWAY 77.
 ES1045'
 ES1045'SURFACE, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ES1045'
 ES1045'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 ES1045
 ES1045                          STATION RECOVERY (1951)
 ES1045
 ES1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 ES1045'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY AND THE STATION
 ES1045'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 ES1045'THE AZIMUTH MARK WAS NOT VISITED.
 ES1045'
 ES1045'THE STATION IS LOCATED ON A LONE LOW BUTTE ABOUT 4 MILES SOUTH
 ES1045'OF HOLBROOK AND ABOUT 0.8 MILE SOUTH OF THE JUNCTION OF STATE
 ES1045'HIGHWAY 77 AND THE HOLBROOK-HEBER ROAD.  THE STATION IS ON THE
 ES1045'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 ES1045'
 ES1045'TO REACH THE STATION FROM THE SIGNAL LIGHT IN THE CENTER OF
 ES1045'HOLBROOK GO 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 77 AND
 ES1045'U.S. HIGHWAY 280.  TURN RIGHT ON HIGHWAY 77 AND GO 2.05 MILES
 ES1045'TO A SIDE ROAD.  TURN RIGHT LEAVING HIGHWAY 77 AND GO 0.75 MILE
 ES1045'ON THE HEBER ROAD.  TURN LEFT OFF HEBER ROAD AND GO 0.55 MILE
 ES1045'ON A GOOD DIRT ROAD TO THE BASE OF A ROCKY BUTTE AND END
 ES1045'OF TRUCK TRAVEL.  PACK EASTERLY FOR ABOUT 250 YARDS TO THE
 ES1045'TOP OF THE BUTTE AND STATION ON THE HIGHEST POINT.
 ES1045'
 ES1045'THE STATION IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 ES1045'BEDROCK AND IS STAMPED HOLBROOK 1936.
 ES1045'
 ES1045'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 ES1045'A DRILL HOLE IN BEDROCK AND IS STAMPED HOLBROOK
 ES1045'NO 1 1936.
 ES1045'
 ES1045'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 ES1045'IN A DRILL HOLE IN BEDROCK AND IS STAMPED HOLBROOK
 ES1045'NO 2 1936.
 ES1045'
 ES1045'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 ES1045'IN BEDROCK AND IS 0.8 MILE NORTH OF THE STATION,
 ES1045'70 YARDS SOUTH OF THE JUNCTION OF HEBER ROAD AND HIGHWAY 77,
 ES1045'AND 50 YARDS WEST OF CENTERLINE OF HIGHWAY 77.  IT IS STAMPED
 ES1045'HOLBROOK 1936.
 ES1045
 ES1045                          STATION RECOVERY (1953)
 ES1045
 ES1045'RECOVERY NOTE BY US AIR FORCE 1953
 ES1045'LETTER OF MAJOR HOWARD A. BURD, COMDG., 1ST COMPUTATIONS
 ES1045'TECHNICAL SQUADRON, FORBES AIR FORCE BASE, TOPEKA, KANSAS
 ES1045'DATED 3 MARCH 1953--
 ES1045'
 ES1045'STATION RECOVERED AS DESCRIBED.  ALL MARKERS WERE FOUND IN GOOD
 ES1045'CONDITION.
 ES1045
 ES1045                          STATION RECOVERY (1959)
 ES1045
 ES1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1045'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ES1045'
 ES1045'BECAUSE OF A CHANGE IN THE HIGHWAY LOCATION, A NEW ROUTE TO
 ES1045'THE STATION FOLLOWS--
 ES1045'
 ES1045'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO SOUTH
 ES1045'ON U.S. HIGHWAY 260 AND ARIZONA STATE HIGHWAY 77 FOR 0.75
 ES1045'MILE TO THE JUNCTION OF THESE ROUTES, CONTINUE SOUTH ON STATE
 ES1045'HIGHWAY 77 FOR 2.15 MILES TO HEBER ROAD ON THE RIGHT.  TURN
 ES1045'RIGHT AND GO TOWARD HEBER FOR 0.45 MILE TO THE AZIMUTH MARK ON
 ES1045'THE LEFT, ABOUT 150 FEET SOUTH OF THE CENTER OF THE ROAD.  FROM
 ES1045'THE AZIMUTH MARK CONTINUE WEST ON THE HEBER ROAD FOR 0.4 MILE
 ES1045'TO A TRACK ROAD ON THE LEFT, TURN LEFT AND GO 0.65 MILE TO THE
 ES1045'BASE OF THE HILL.  PACK EASTERLY FROM THE WEST END OF THE
 ES1045'HILL TO THE HIGHEST POINT AND THE STATION.
 ES1045
 ES1045                          STATION RECOVERY (1973)
 ES1045
 ES1045'RECOVERY NOTE BY US ENGINEERS 1973
 ES1045'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  DESCRIPTION
 ES1045'ADEQUATE.
 ES1045
 ES1045                          STATION RECOVERY (1974)
 ES1045
 ES1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES1045'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 ES1045'WERE RECOVERED AND FOUND IN GOOD CONDITION.  OWING TO CHANGES
 ES1045'IN THE HIGHWAY THE ROUTE TO THE STATION HAS CHANGED AND THE
 ES1045'AZIMUTH MARK WAS DIFFICULT TO RECOVER FROM THE OLD RECOVERY
 ES1045'NOTES.
 ES1045'
 ES1045'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 ES1045'66 AND 180 AND ARIZONA HIGHWAY 77 IN HOLBROOK, GO SOUTH ALONG
 ES1045'180 AND 77 FOR 0.8 MILE TO THEIR JUNCTION, CONTINUE SOUTH ALONG
 ES1045'77 FOR 1.7 MILES TO JUNCTION WITH ARIZONA HIGHWAY 377.  TURN
 ES1045'RIGHT ALONG 377 FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 ES1045'ON TRACK ROAD FOR ABOUT 1/4 MILE TO AN ABANDONED GRADED
 ES1045'CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN
 ES1045'LEFT AND GO NORTH ABOUT 1 MILE TO AN ABANDONED CROSSROAD AND
 ES1045'THE AZIMUTH MARK ON THE RIGHT, THE CROSSROAD IS ABOUT 200
 ES1045'FEET BEFORE REACHING THE RAILROAD TRACKS.  THE AZIMUTH MARK
 ES1045'IS IN THE SOUTHEAST CORNER OF THE INTERSECTION ABOUT 150
 ES1045'FEET.  A WITNESS POST AND SIGN WAS PLACED ABOUT 4 FEET
 ES1045'NORTHWEST OF THE MARK AND A CAIRN PLACED AROUND THE POST.
 ES1045'THE MARK AND OUTCROP WERE BURIED WITH BLOW SAND ON THIS
 ES1045'VISIT).  CONTINUE AHEAD CROSSING THE ABANDONED GRADED ROAD
 ES1045'AND FOLLOW THE TRACK ROAD SOUTHWEST FOR ABOUT 0.7 MILE TO
 ES1045'THE BASE OF THE LONE BUTTE AND END OF TRUCK TRAVEL.  THE BEST
 ES1045'PACKING ROUTE IS FROM THE SOUTH END OF THE BUTTE.
 ES1045'
 ES1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 ES1045'SOUTH OF HOLBROOK.
 ES1045
 ES1045                          STATION RECOVERY (1978)
 ES1045
 ES1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ES1045'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 ES1045'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 ES1045'
 ES1045'TO REACH THE STATION FROM THE SANTA FE R.R. STATION IN HOLBROOK,
 ES1045'TRAVEL SOUTH ON STATE HWY. 77 FOR 2.50 MILES TO THE JUNCTION OF
 ES1045'HWY. 377, TURN RIGHT ON HWY. 377 AND GO 0.3 MILE TO A WIRE GATE IN
 ES1045'R/W FENCE ON THE LEFT, PASS THROUGH GATE TURNING RIGHT AND SOUTH
 ES1045'FOR 0.35 MILE TO A DIM TRACK ROAD CROSSING RAILROAD TRACKS.
 ES1045'CAUTION, ROCK AND TIMBER MUST BE USED TO CROSS TRACKS.  TRAVEL
 ES1045'0.4 MILE TO A TRACK ROAD LEFT, TURN LEFT AND GO 0.6 MILE TO END
 ES1045'OF TRUCK TRAVEL.  A 10 MINUTE PACK TO STATION.
 ES1045'
 ES1045'THE AZIMUTH MARK IS ABOUT 0.1 MILE FROM PLACE YOU CROSS R.R.
 ES1045'TRACKS.  MARKED WITH A WITNESS POST AND SIGN IN A ROCK CAIRN ABOUT
 ES1045'4 FEET NORTH OF AZIMUTH MARK.
 ES1045'
 ES1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 ES1045'HOLBROOK.
 ES1045'
 ES1045'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1045
 ES1045                          STATION RECOVERY (1983)
 ES1045
 ES1045'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES1045'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1978.
 ES1045
 ES1045                          STATION RECOVERY (1986)
 ES1045
 ES1045'RECOVERY NOTE BY US AIR FORCE 1986 (WJ)
 ES1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1044 ***********************************************************************
 ES1044  DESIGNATION -  HOLBROOK ATT RELAY TOWER
 ES1044  PID         -  ES1044
 ES1044  STATE/COUNTY-  AZ/NAVAJO
 ES1044  USGS QUAD   -  PORTER CANYON (1986)
 ES1044
 ES1044                         *CURRENT SURVEY CONTROL
 ES1044  ___________________________________________________________________
 ES1044* NAD 83(1992)-  34 50 28.88403(N)    110 11 16.80934(W)     ADJUSTED  
 ES1044* NAVD 88     -              **(meters)            **(feet)            
 ES1044  ___________________________________________________________________
 ES1044  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ES1044  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES1044  HORZ ORDER  -  THIRD
 ES1044
 ES1044.The horizontal coordinates were established by classical geodetic methods
 ES1044.and adjusted by the National Geodetic Survey in August 1993.
 ES1044
 ES1044
 ES1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1044
 ES1044.The geoid height was determined by GEOID03.
 ES1044
 ES1044;                    North         East     Units Scale Factor Converg.
 ES1044;SPC AZ E     -   425,976.433   211,408.726   MT  0.99990005   -0 00 43.9
 ES1044;SPC AZ E     - 1,397,560.48    693,598.18   iFT  0.99990005   -0 00 43.9
 ES1044;UTM  12      - 3,855,750.908   574,239.701   MT  0.99966793   +0 27 50.1
 ES1044
 ES1044                          SUPERSEDED SURVEY CONTROL
 ES1044
 ES1044  NAD 83(1986)-  34 50 28.87674(N)    110 11 16.81206(W) AD(       ) 4
 ES1044  NAD 27      -  34 50 28.77900(N)    110 11 14.37400(W) AD(       ) 3
 ES1044
 ES1044.Superseded values are not recommended for survey control.
 ES1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1044.See file dsdata.txt to determine how the superseded data were derived.
 ES1044
 ES1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7424055751(NAD 83)
 ES1044_MARKER: 55 = TOWER
 ES1044
 ES1044  HISTORY     - Date     Condition        Report By
 ES1044  HISTORY     - 1959     FIRST OBSERVED   CGS
 ES1044  HISTORY     - 1968     GOOD             USAF
 ES1044  HISTORY     - 1974     GOOD             NGS
 ES1044
 ES1044                          STATION DESCRIPTION
 ES1044
 ES1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1044'THE STATION IS A 4-LEGGED STEEL STRUCTURE SET IN A CONCRETE BASE.
 ES1044'IT HAS AN OVERALL HEIGHT OF 110 FEET.  THE TOP AND THE CENTER
 ES1044'WAS THE POINT OBSERVED UPON.
 ES1044'
 ES1044'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK GO SOUTH
 ES1044'ON U.S. HIGHWAY 260 AND STATE HIGHWAY 77 FOR 0.7 MILE TO THEIR
 ES1044'JUNCTION.  CONTINUE SOUTH ON STATE HIGHWAY 77 FOR 2.0 MILES
 ES1044'TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW THE BLADED ROAD WESTERLY
 ES1044'FOR 2.2 MILES TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW THE
 ES1044'GRAVELED ROAD NORTH FOR 0.1 MILE TO THE STATION.
 ES1044
 ES1044                          STATION RECOVERY (1968)
 ES1044
 ES1044'RECOVERY NOTE BY US AIR FORCE 1968
 ES1044'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS
 ES1044'ADEQUATE.
 ES1044
 ES1044                          STATION RECOVERY (1974)
 ES1044
 ES1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES1044'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1046 ***********************************************************************
 ES1046  DESIGNATION -  HOLBROOK CO COURTHOUSE DOME
 ES1046  PID         -  ES1046
 ES1046  STATE/COUNTY-  AZ/NAVAJO
 ES1046  USGS QUAD   -  HOLBROOK (1986)
 ES1046
 ES1046                         *CURRENT SURVEY CONTROL
 ES1046  ___________________________________________________________________
 ES1046* NAD 83(1992)-  34 54 11.26404(N)    110 09 27.70568(W)     ADJUSTED  
 ES1046* NAVD 88     -              **(meters)            **(feet)            
 ES1046  ___________________________________________________________________
 ES1046  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 ES1046  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES1046  HORZ ORDER  -  THIRD
 ES1046
 ES1046.The horizontal coordinates were established by classical geodetic methods
 ES1046.and adjusted by the National Geodetic Survey in August 1993.
 ES1046
 ES1046
 ES1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1046
 ES1046.The geoid height was determined by GEOID03.
 ES1046
 ES1046;                    North         East     Units Scale Factor Converg.
 ES1046;SPC AZ E     -   432,828.478   214,179.796   MT  0.99990001   +0 00 18.5
 ES1046;SPC AZ E     - 1,420,040.94    702,689.62   iFT  0.99990001   +0 00 18.5
 ES1046;UTM  12      - 3,862,624.183   576,953.070   MT  0.99967298   +0 28 55.1
 ES1046
 ES1046                          SUPERSEDED SURVEY CONTROL
 ES1046
 ES1046  NAD 83(1986)-  34 54 11.25694(N)    110 09 27.70846(W) AD(       ) 4
 ES1046  NAD 27      -  34 54 11.16400(N)    110 09 25.27000(W) AD(       ) 3
 ES1046
 ES1046.Superseded values are not recommended for survey control.
 ES1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1046.See file dsdata.txt to determine how the superseded data were derived.
 ES1046
 ES1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7695362624(NAD 83)
 ES1046_MARKER: 87 = DOME
 ES1046
 ES1046  HISTORY     - Date     Condition        Report By
 ES1046  HISTORY     - 1959     FIRST OBSERVED   CGS
 ES1046  HISTORY     - 1974     GOOD             NGS
 ES1046  HISTORY     - 20010806 GOOD             NGS
 ES1046
 ES1046                          STATION DESCRIPTION
 ES1046
 ES1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1046'THE STATION IS IN THE CENTER OF THE TOWN OF HOLBROOK, JUST EAST
 ES1046'OF NAVAJO BLVD AND BETWEEN ARIZONA AND BUFFALO STREETS.
 ES1046'
 ES1046'IT IS A BRICK STRUCTURE HAVING AN OVER-ALL HEIGHT OF 80 FEET.
 ES1046'THE APEX WAS THE POINT OBSERVED UPON.
 ES1046
 ES1046                          STATION RECOVERY (1974)
 ES1046
 ES1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES1046'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ES1046
 ES1046                          STATION RECOVERY (2001)
 ES1046
 ES1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ES1046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1048 ***********************************************************************
 ES1048  DESIGNATION -  HOLBROOK RADIO STA KDJI MAST
 ES1048  PID         -  ES1048
 ES1048  STATE/COUNTY-  AZ/NAVAJO
 ES1048  USGS QUAD   -  HOLBROOK (1986)
 ES1048
 ES1048                         *CURRENT SURVEY CONTROL
 ES1048  ___________________________________________________________________
 ES1048* NAD 83(1992)-  34 54 21.22469(N)    110 11 28.09082(W)     ADJUSTED  
 ES1048* NAVD 88     -              **(meters)            **(feet)            
 ES1048  ___________________________________________________________________
 ES1048  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 ES1048  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES1048  HORZ ORDER  -  THIRD
 ES1048
 ES1048.The horizontal coordinates were established by classical geodetic methods
 ES1048.and adjusted by the National Geodetic Survey in August 1993.
 ES1048
 ES1048
 ES1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1048
 ES1048.The geoid height was determined by GEOID03.
 ES1048
 ES1048;                    North         East     Units Scale Factor Converg.
 ES1048;SPC AZ E     -   433,135.635   211,123.878   MT  0.99990006   -0 00 50.4
 ES1048;SPC AZ E     - 1,421,048.67    692,663.64   iFT  0.99990006   -0 00 50.4
 ES1048;UTM  12      - 3,862,905.830   573,895.405   MT  0.99966730   +0 27 46.4
 ES1048
 ES1048                          SUPERSEDED SURVEY CONTROL
 ES1048
 ES1048  NAD 83(1986)-  34 54 21.21731(N)    110 11 28.09372(W) AD(       ) 4
 ES1048  NAD 27      -  34 54 21.12500(N)    110 11 25.65200(W) AD(       ) 3
 ES1048
 ES1048.Superseded values are not recommended for survey control.
 ES1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1048.See file dsdata.txt to determine how the superseded data were derived.
 ES1048
 ES1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7389562906(NAD 83)
 ES1048_MARKER: 42 = RADIO/TV MAST
 ES1048
 ES1048  HISTORY     - Date     Condition        Report By
 ES1048  HISTORY     - 1959     FIRST OBSERVED   CGS
 ES1048  HISTORY     - 1968     GOOD             USAF
 ES1048  HISTORY     - 1971     GOOD             NGS
 ES1048
 ES1048                          STATION DESCRIPTION
 ES1048
 ES1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1048'THE STATION, A STEEL STRUCTURE SET IN A CONCRETE BASE, IS AT THE
 ES1048'WEST EDGE OF THE TOWN OF HOLBROOK.  IT IS A SINGLE COLUMN STRUCTURE
 ES1048'HAVING AN OVER-ALL HEIGHT OF 150 FEET.  THE FLASHER LIGHT AT THE
 ES1048'TOP WAS THE POINT OBSERVED UPON.
 ES1048'
 ES1048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 260,
 ES1048'JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO WEST ON U.S. HIGHWAY
 ES1048'66 FOR 1.7 MILES TO A T ROAD RIGHT TURN RIGHT, THEN TURN LEFT
 ES1048'AND PASS THRU A GATE IN THE RIGHT-OF-WAY FENCE LINE AND GO
 ES1048'NORTHWESTERLY 0.05 MILE TO THE STATION.
 ES1048
 ES1048                          STATION RECOVERY (1968)
 ES1048
 ES1048'RECOVERY NOTE BY US AIR FORCE 1968
 ES1048'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS
 ES1048'ADEQUATE.
 ES1048
 ES1048                          STATION RECOVERY (1971)
 ES1048
 ES1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 ES1048'GENERAL LOCATION INT. 40 IN THE TOWN OF HOLBROOK.  THE STATION
 ES1048'WAS RECOVERED AS DESCRIBED BY THE USC AND GS IN 1959.  THE
 ES1048'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1050 ***********************************************************************
 ES1050  DESIGNATION -  HOLBROOK RADIO STA KOA MAST
 ES1050  PID         -  ES1050
 ES1050  STATE/COUNTY-  AZ/NAVAJO
 ES1050  USGS QUAD   -  HOLBROOK (1986)
 ES1050
 ES1050                         *CURRENT SURVEY CONTROL
 ES1050  ___________________________________________________________________
 ES1050* NAD 83(1992)-  34 54 49.63129(N)    110 09 43.96738(W)     ADJUSTED  
 ES1050* NAVD 88     -              **(meters)            **(feet)            
 ES1050  ___________________________________________________________________
 ES1050  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ES1050  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES1050  HORZ ORDER  -  THIRD
 ES1050
 ES1050.The horizontal coordinates were established by classical geodetic methods
 ES1050.and adjusted by the National Geodetic Survey in August 1993.
 ES1050
 ES1050
 ES1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1050
 ES1050.The geoid height was determined by GEOID03.
 ES1050
 ES1050;                    North         East     Units Scale Factor Converg.
 ES1050;SPC AZ E     -   434,010.671   213,766.938   MT  0.99990000   +0 00 09.2
 ES1050;SPC AZ E     - 1,423,919.52    701,335.10   iFT  0.99990000   +0 00 09.2
 ES1050;UTM  12      - 3,863,802.630   576,530.482   MT  0.99967218   +0 28 46.3
 ES1050
 ES1050                          SUPERSEDED SURVEY CONTROL
 ES1050
 ES1050  NAD 83(1986)-  34 54 49.62452(N)    110 09 43.96988(W) AD(       ) 4
 ES1050  NAD 27      -  34 54 49.53300(N)    110 09 41.52900(W) AD(       ) 3
 ES1050
 ES1050.Superseded values are not recommended for survey control.
 ES1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1050.See file dsdata.txt to determine how the superseded data were derived.
 ES1050
 ES1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7653063803(NAD 83)
 ES1050_MARKER: 42 = RADIO/TV MAST
 ES1050
 ES1050  HISTORY     - Date     Condition        Report By
 ES1050  HISTORY     - 1959     FIRST OBSERVED   CGS
 ES1050  HISTORY     - 1974     GOOD             NGS
 ES1050
 ES1050                          STATION DESCRIPTION
 ES1050
 ES1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1050'THE STATION, A SINGLE COLUMN STEEL STRUCTURE SET IN A CONCRETE
 ES1050'BASE HAVING AN OVERALL HEIGHT OF 90 FEET, IS AT THE NORTH EDGE
 ES1050'OF THE TOWN OF HOLBROOK.  THE FLASHER LIGHT AT THE TOP WAS THE
 ES1050'POINT OBSERVED UPON.
 ES1050'
 ES1050'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION NORTH
 ES1050'SEE DESCRIPTION THEREOF.  THE DISTANCE TO TRIANGULATION STATION
 ES1050'NORTH WAS 13.00 FEET 3.962 METERS.
 ES1050
 ES1050                          STATION RECOVERY (1974)
 ES1050
 ES1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES1050'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES1050'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0585 ***********************************************************************
 FQ0585  DESIGNATION -  HOLE
 FQ0585  PID         -  FQ0585
 FQ0585  STATE/COUNTY-  AZ/COCONINO
 FQ0585  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0585
 FQ0585                         *CURRENT SURVEY CONTROL
 FQ0585  ___________________________________________________________________
 FQ0585* NAD 83(1992)-  35 51 40.26183(N)    111 28 57.65706(W)     ADJUSTED  
 FQ0585* NAVD 88     -      1419.0    (meters)    4656.     (feet)  VERTCON   
 FQ0585  ___________________________________________________________________
 FQ0585  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 FQ0585  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FQ0585  HORZ ORDER  -  SECOND
 FQ0585
 FQ0585.The horizontal coordinates were established by classical geodetic methods
 FQ0585.and adjusted by the National Geodetic Survey in August 1993.
 FQ0585
 FQ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0585
 FQ0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0585
 FQ0585.The geoid height was determined by GEOID03.
 FQ0585
 FQ0585;                    North         East     Units Scale Factor Converg.
 FQ0585;SPC AZ C     -   539,198.666   252,554.271   MT  0.99991892   +0 15 15.3
 FQ0585;SPC AZ C     - 1,769,024.49    828,590.13   iFT  0.99991892   +0 15 15.3
 FQ0585;UTM  12      - 3,968,659.429   456,420.697   MT  0.99962340   -0 16 58.0
 FQ0585
 FQ0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0585!SPC AZ C     -   0.99978109  x   0.99991892  =   0.99970003
 FQ0585!UTM  12      -   0.99978109  x   0.99962340  =   0.99940457
 FQ0585
 FQ0585:                Primary Azimuth Mark                     Grid Az
 FQ0585:SPC AZ C     -  SANDSTONE                                102 44 54.1
 FQ0585:UTM  12      -  SANDSTONE                                103 17 07.4
 FQ0585
 FQ0585|---------------------------------------------------------------------|
 FQ0585| PID    Reference Object                     Distance      Geod. Az  |
 FQ0585|                                                           dddmmss.s |
 FQ0585| FQ0583 SANDSTONE                           APPROX. 1.4 KM 1030009.4 |
 FQ0585| CH2501 HOLE RM 1                            13.136 METERS 13432     |
 FQ0585| CH2502 HOLE RM 2                            12.698 METERS 31441     |
 FQ0585|---------------------------------------------------------------------|
 FQ0585
 FQ0585                          SUPERSEDED SURVEY CONTROL
 FQ0585
 FQ0585  NAD 83(1986)-  35 51 40.26323(N)    111 28 57.65360(W) AD(       ) 2
 FQ0585  NAD 27      -  35 51 40.27893(N)    111 28 55.13854(W) AD(       ) 2
 FQ0585  NGVD 29 (07/19/86) 1418.1    (m)         4653.     (f) VERT ANG    3  
 FQ0585
 FQ0585.Superseded values are not recommended for survey control.
 FQ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0585.See file dsdata.txt to determine how the superseded data were derived.
 FQ0585
 FQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5642168659(NAD 83)
 FQ0585_MARKER: DD = SURVEY DISK
 FQ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0585
 FQ0585  HISTORY     - Date     Condition        Report By
 FQ0585  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0585
 FQ0585                          STATION DESCRIPTION
 FQ0585
 FQ0585'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0585'THE STATION IS ABOUT 4 MILES WEST SOUTHWEST OF CAMERON ON LEFT,
 FQ0585'SOUTH, OF STATE HWY. 64.
 FQ0585'
 FQ0585'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED HOLE 1976 AND
 FQ0585'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 300 FEET SOUTH OF
 FQ0585'HWY. 64 CENTERLINE MARKED WITH A WITNESS POST AND SIGN 3.3 FEET TO
 FQ0585'SOUTH.
 FQ0585'
 FQ0585'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED HOLE RM 1
 FQ0585'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0585'
 FQ0585'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED HOLE RM 2
 FQ0585'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0585'
 FQ0585'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0585'TO THE JUNCTION WITH STATE ROUTE 64, TURN RIGHT, WEST, ON HWY. 64
 FQ0585'AND GO TO MILE POST 292.60 AND STATION ON THE LEFT 300 FEET SOUTH
 FQ0585'OF HWY.
 FQ0585'
 FQ0585'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1955 ***********************************************************************
 CZ1955  DESIGNATION -  HOLE
 CZ1955  PID         -  CZ1955
 CZ1955  STATE/COUNTY-  AZ/PINAL
 CZ1955  USGS QUAD   -  VALLEY FARMS (1992)
 CZ1955
 CZ1955                         *CURRENT SURVEY CONTROL
 CZ1955  ___________________________________________________________________
 CZ1955* NAD 83(1992)-  32 55 52.22513(N)    111 26 21.21283(W)     ADJUSTED  
 CZ1955* NAVD 88     -       471.51   (+/-2cm)    1546.9    (feet)  VERTCON   
 CZ1955  ___________________________________________________________________
 CZ1955  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 CZ1955  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CZ1955  HORZ ORDER  -  FIRST
 CZ1955  VERT ORDER  -  THIRD ? (See Below)
 CZ1955
 CZ1955.The horizontal coordinates were established by classical geodetic methods
 CZ1955.and adjusted by the National Geodetic Survey in August 1993.
 CZ1955
 CZ1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1955.The vertical order pertains to the NGVD 29 superseded value.
 CZ1955
 CZ1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1955
 CZ1955.The geoid height was determined by GEOID03.
 CZ1955
 CZ1955;                    North         East     Units Scale Factor Converg.
 CZ1955;SPC AZ C     -   214,220.330   258,008.743   MT  0.99992457   +0 15 34.4
 CZ1955;SPC AZ C     -   702,822.60    846,485.38   iFT  0.99992457   +0 15 34.4
 CZ1955;UTM  12      - 3,643,742.454   458,937.364   MT  0.99962079   -0 14 19.6
 CZ1955
 CZ1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1955!SPC AZ C     -   0.99993063  x   0.99992457  =   0.99985520
 CZ1955!UTM  12      -   0.99993063  x   0.99962079  =   0.99955144
 CZ1955
 CZ1955:                Primary Azimuth Mark                     Grid Az
 CZ1955:SPC AZ C     -  HOLE AZ MK                               012 38 28.7
 CZ1955:UTM  12      -  HOLE AZ MK                               013 08 22.7
 CZ1955
 CZ1955|---------------------------------------------------------------------|
 CZ1955| PID    Reference Object                     Distance      Geod. Az  |
 CZ1955|                                                           dddmmss.s |
 CZ1955| CH5299 HOLE AZ MK                                         0125403.1 |
 CZ1955| CH5300 HOLE RM 1                            10.655 METERS 04926     |
 CZ1955| CH5301 HOLE RM 2                            12.802 METERS 33321     |
 CZ1955|---------------------------------------------------------------------|
 CZ1955
 CZ1955                          SUPERSEDED SURVEY CONTROL
 CZ1955
 CZ1955  NAD 83(1986)-  32 55 52.21755(N)    111 26 21.21320(W) AD(       ) 1
 CZ1955  NAD 27      -  32 55 51.99000(N)    111 26 18.78400(W) AD(       ) 1
 CZ1955  NGVD 29 (07/19/86)  471.05   (m)         1545.4    (f) LEVELING    3  
 CZ1955
 CZ1955.Superseded values are not recommended for survey control.
 CZ1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1955.See file dsdata.txt to determine how the superseded data were derived.
 CZ1955
 CZ1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5893743742(NAD 83)
 CZ1955_MARKER: DS = TRIANGULATION STATION DISK
 CZ1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1955
 CZ1955  HISTORY     - Date     Condition        Report By
 CZ1955  HISTORY     - 1935     MONUMENTED       CGS
 CZ1955  HISTORY     - 1968     GOOD             AMS
 CZ1955
 CZ1955                          STATION DESCRIPTION
 CZ1955
 CZ1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1955'ON A FLAT ABOUT 7 MILES SOUTH AND 5 MILES WEST OF THE TOWN
 CZ1955'OF FLORENCE, 2.8 MILES FROM THE RANCH OF MR. LINDLEY AND 20
 CZ1955'FEET EAST OF THE ROAD.  MARKED BY A STANDARD BRONZE DISK.
 CZ1955'REFERENCE MARK NO. 1, A STANDARD
 CZ1955'BRONZE REFERENCE DISK IS 10.655 METERS (34.96 FEET)
 CZ1955'FROM STATION  N 29 DEG 26 MIN E.  REFERENCE MARK NO. 2,
 CZ1955'A STANDARD BRONZE REFERENCE DISK IS 12.802 METERS
 CZ1955'(42.00 FEET) FROM STATION  N 26 DEG 39 MIN W.  THE
 CZ1955'AZIMUTH MARK, A STANDARD BRONZE DISK IS ON THE
 CZ1955'WEST SIDE OF THE ROAD 0.4 MILE TOWARD THE RANCH HOUSE AND
 CZ1955'N 12 DEG 54 MIN 07 SEC E.
 CZ1955
 CZ1955                          STATION RECOVERY (1968)
 CZ1955
 CZ1955'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (DEZ)
 CZ1955'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED.
 CZ1955'
 CZ1955'R.M. NO 1, APPEARS SLIGHTLY DISTURBED BY ANIMALS BURROWING
 CZ1955'AROUND THE MONUMENT.  STATION IS 243 FT. WEST OF CENTERLINE
 CZ1955'OF PRESENT N-S ROAD.  201 FEET S. OF EXTENDED CENTERLINE OF
 CZ1955'NE-SW RUNWAY.
 CZ1955'
 CZ1955'AZIMUTH MARK IS APPROXIMATELY 230 FEET EAST OF N-S FENCELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0611 ***********************************************************************
 GP0611  DESIGNATION -  HOLES
 GP0611  PID         -  GP0611
 GP0611  STATE/COUNTY-  AZ/COCONINO
 GP0611  USGS QUAD   -  LEES FERRY (1985)
 GP0611
 GP0611                         *CURRENT SURVEY CONTROL
 GP0611  ___________________________________________________________________
 GP0611* NAD 83(1992)-  36 50 55.16653(N)    111 30 37.53746(W)     ADJUSTED  
 GP0611* NAVD 88     -      1379.6    (meters)    4526.     (feet)  VERTCON   
 GP0611  ___________________________________________________________________
 GP0611  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 GP0611  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 GP0611  HORZ ORDER  -  SECOND
 GP0611
 GP0611.The horizontal coordinates were established by classical geodetic methods
 GP0611.and adjusted by the National Geodetic Survey in August 1993.
 GP0611
 GP0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0611
 GP0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0611
 GP0611.The geoid height was determined by GEOID03.
 GP0611
 GP0611;                    North         East     Units Scale Factor Converg.
 GP0611;SPC AZ C     -   648,753.366   249,588.069   MT  0.99991616   +0 14 37.1
 GP0611;SPC AZ C     - 2,128,455.93    818,858.49   iFT  0.99991616   +0 14 37.1
 GP0611;UTM  12      - 4,078,205.215   454,494.184   MT  0.99962551   -0 18 22.0
 GP0611
 GP0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0611!SPC AZ C     -   0.99978720  x   0.99991616  =   0.99970338
 GP0611!UTM  12      -   0.99978720  x   0.99962551  =   0.99941279
 GP0611
 GP0611|---------------------------------------------------------------------|
 GP0611| PID    Reference Object                     Distance      Geod. Az  |
 GP0611|                                                           dddmmss.s |
 GP0611| CH2503 HOLES RM 1                            7.922 METERS 07403     |
 GP0611| GP0565 LECHE                               APPROX.18.0 KM 0843159.0 |
 GP0611| CH2504 HOLES RM 2                            7.975 METERS 16014     |
 GP0611|---------------------------------------------------------------------|
 GP0611
 GP0611                          SUPERSEDED SURVEY CONTROL
 GP0611
 GP0611  NAD 83(1986)-  36 50 55.16143(N)    111 30 37.53828(W) AD(       ) 2
 GP0611  NAD 27      -  36 50 55.20119(N)    111 30 34.97525(W) AD(       ) 2
 GP0611  NGVD 29 (07/19/86) 1378.7    (m)         4523.     (f) VERT ANG    3  
 GP0611
 GP0611.Superseded values are not recommended for survey control.
 GP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0611.See file dsdata.txt to determine how the superseded data were derived.
 GP0611
 GP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5449478205(NAD 83)
 GP0611_MARKER: DS = TRIANGULATION STATION DISK
 GP0611_SETTING: 66 = SET IN ROCK OUTCROP
 GP0611
 GP0611  HISTORY     - Date     Condition        Report By
 GP0611  HISTORY     - 1963     MONUMENTED       CGS
 GP0611
 GP0611                          STATION DESCRIPTION
 GP0611
 GP0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0611'THE STATION IS ABOUT 6 MILES SOUTHWEST OF PAGE, 0.2 MILE WEST
 GP0611'OF U.S. HIGHWAY 89, AND ON THE HIGHEST ONE OF A GROUP OF
 GP0611'SANDSTONE OUTCROPPINGS.
 GP0611'
 GP0611'TO REACH FROM THE INTERSECTION OF SOUTH NAVAJO DRIVE AND
 GP0611'SEVENTH AVENUE IN PAGE, (2 BLOCKS WEST OF THE FIRST NATIONAL
 GP0611'BANK OF ARIZONA), GO WEST ON SEVENTH AVENUE FOR 0.6 MILE TO
 GP0611'A Y-FORK.  TAKE LEFT FORK, WEST, ON PAVED ROAD FOR 0.2 MILE
 GP0611'TO THE JUNCTION WITH U.S. HIGHWAY 89.  TURN LEFT, SOUTHERLY,
 GP0611'ON U.S. HIGHWAY 89 FOR 1.25 MILES TO A CROSSROAD.  CONTINUE
 GP0611'SOUTHERLY ON THE HIGHESY FOR 4.05 MILES TO A WINDMILL ON THE
 GP0611'RIGHT, THENCE SOUTHERLY FOR 0.2 MILE TO BENCH MARK K 404 ON
 GP0611'THE RIGHT.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.35 MILE
 GP0611'TO A TURN-UT ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 GP0611'WEST FOR ABOUT 0.2 MILE TO THE STATION.
 GP0611'
 GP0611'THE STATION MARK, STAMPED HOLES 1963, IS A STANDARD DISK
 GP0611'CEMENTED IN A DRILL HOLE IN OUTCROP.  IT IS ON THE HIGHEST
 GP0611'PART OF THE OUTCROP, ABOUT 23 FEET SOUTHEAST OF THE
 GP0611'NORTHWEST EDGE AND 12 FEET EAST OF THE WEST EDGE.
 GP0611'
 GP0611'REFERENCE MARK 1, STAMPED HOLES NO 1 1963, IS A STANDARD DISK
 GP0611'CEMENTED IN A DRILL HOLE IN OUTCROP ABOUT 10 FEET LOWER
 GP0611'THAN THE STATION.
 GP0611'
 GP0611'REFERENCE MARK 2, STAMPED HOLES NO 2 1963, IS A STANDARD DISK
 GP0611'CEMENTED IN A DRILL HOLE IN OUTCROP ABOUT 4 FEET LOWER THAN
 GP0611'THE STATION, AND 5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 GP0611'SANDSTONE OUTCROP.
 GP0611'
 GP0611'BENCH MARK K 404 1962, A STANDARD BENCH MARK DISK STAMPED
 GP0611'K 404 1962, IS SET IN ROUND CONCRETE MONUMENT PROJECTING
 GP0611'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 49 FEET WEST OF THE
 GP0611'CENTER OF U.S. HIGHWAY 89 AND 2 FEET WEST OF A METAL WITNESS
 GP0611'POST.  THE MARK WAS USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0493 ***********************************************************************
 GP0493  DESIGNATION -  HOLES
 GP0493  PID         -  GP0493
 GP0493  STATE/COUNTY-  AZ/COCONINO
 GP0493  USGS QUAD   -  LEES FERRY (1985)
 GP0493
 GP0493                         *CURRENT SURVEY CONTROL
 GP0493  ___________________________________________________________________
 GP0493* NAD 83(1992)-  36 50 45.74014(N)    111 30 30.68583(W)     ADJUSTED  
 GP0493* NAVD 88     -      1388.1    (meters)    4554.     (feet)  VERTCON   
 GP0493  ___________________________________________________________________
 GP0493  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GP0493  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 GP0493  HORZ ORDER  -  SECOND
 GP0493
 GP0493.The horizontal coordinates were established by classical geodetic methods
 GP0493.and adjusted by the National Geodetic Survey in August 1993.
 GP0493
 GP0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0493
 GP0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0493
 GP0493.The geoid height was determined by GEOID03.
 GP0493
 GP0493;                    North         East     Units Scale Factor Converg.
 GP0493;SPC AZ C     -   648,463.535   249,759.039   MT  0.99991632   +0 14 41.1
 GP0493;SPC AZ C     - 2,127,505.04    819,419.42   iFT  0.99991632   +0 14 41.1
 GP0493;UTM  12      - 4,077,913.842   454,662.317   MT  0.99962532   -0 18 17.8
 GP0493
 GP0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0493!SPC AZ C     -   0.99978586  x   0.99991632  =   0.99970220
 GP0493!UTM  12      -   0.99978586  x   0.99962532  =   0.99941126
 GP0493
 GP0493|---------------------------------------------------------------------|
 GP0493| PID    Reference Object                     Distance      Geod. Az  |
 GP0493|                                                           dddmmss.s |
 GP0493| CH2503 HOLES RM 1                            9.968 METERS 00453     |
 GP0493| GP0499 PAGE                                APPROX. 8.5 KM 0213915.7 |
 GP0493| CH2504 HOLES RM 2                            6.612 METERS 15515     |
 GP0493|---------------------------------------------------------------------|
 GP0493
 GP0493                          SUPERSEDED SURVEY CONTROL
 GP0493
 GP0493  NAD 83(1986)-  36 50 45.73568(N)    111 30 30.68666(W) AD(       ) 2
 GP0493  NGVD 29 (07/12/88) 1387.2    (m)         4551.     (f) VERT ANG    3  
 GP0493
 GP0493.Superseded values are not recommended for survey control.
 GP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0493.See file dsdata.txt to determine how the superseded data were derived.
 GP0493
 GP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5466277914(NAD 83)
 GP0493_MARKER: DS = TRIANGULATION STATION DISK
 GP0493_SETTING: 66 = SET IN ROCK OUTCROP
 GP0493_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0493+STABILITY: POSITION/ELEVATION WELL
 GP0493
 GP0493  HISTORY     - Date     Condition        Report By
 GP0493  HISTORY     - 1983     MONUMENTED       AZDT
 GP0493
 GP0493                          STATION DESCRIPTION
 GP0493
 GP0493'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0493'THE STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF PAGE, 3/4 MILE NORTH
 GP0493'OF WATER HOLES CANYON AND ALONG U.S. HIGHWAY 89.
 GP0493'
 GP0493'THE STATION MARK IS AN AZDT DISK STAMPED---HOLES 1983---.  IT IS SET
 GP0493'IN A DRILL HOLE IN SANDSTONE, 97 FEET WEST OF THE CENTERLINE OF U.S.
 GP0493'HIGHWAY 89 AND 4 FEET NORTHEAST OF A WITNESS POST.
 GP0493'
 GP0493'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HOLES RM 1 1983---.  IT IS
 GP0493'SET IN A DRILL HOLE IN SANDSTONE.
 GP0493'
 GP0493'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HOLES RM 2 1983---.  IT IS
 GP0493'SET IN A DRILL HOLE IN SANDSTONE.
 GP0493'
 GP0493'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0493'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0493'TO THE JUNCTION OF U.S. HIGHWAY 89L AND U.S. 89.  TURN LEFT ALONG U.S.
 GP0493'89 FOR 5.8 MILES TO THE STATION RIGHT AT MILE POST 542.65.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0525 ***********************************************************************
 GP0525  DESIGNATION -  HOLLENBECK
 GP0525  PID         -  GP0525
 GP0525  STATE/COUNTY-  AZ/COCONINO
 GP0525  USGS QUAD   -  CAPE ROYAL (1988)
 GP0525
 GP0525                         *CURRENT SURVEY CONTROL
 GP0525  ___________________________________________________________________
 GP0525* NAD 83(1992)-  36 01 38.68968(N)    111 52 33.19652(W)     ADJUSTED  
 GP0525* NAVD 88     -      2247.0    (meters)    7372.     (feet)  VERTCON   
 GP0525  ___________________________________________________________________
 GP0525  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 GP0525  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0525  HORZ ORDER  -  THIRD
 GP0525
 GP0525.The horizontal coordinates were established by classical geodetic methods
 GP0525.and adjusted by the National Geodetic Survey in August 1993.
 GP0525
 GP0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0525
 GP0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0525
 GP0525.The geoid height was determined by GEOID03.
 GP0525
 GP0525;                    North         East     Units Scale Factor Converg.
 GP0525;SPC AZ C     -   557,555.170   217,035.122   MT  0.99990017   +0 01 26.3
 GP0525;SPC AZ C     - 1,829,249.25    712,057.49   iFT  0.99990017   +0 01 26.3
 GP0525;UTM  12      - 3,987,343.850   421,084.679   MT  0.99967673   -0 30 54.7
 GP0525
 GP0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0525!SPC AZ C     -   0.99965110  x   0.99990017  =   0.99955130
 GP0525!UTM  12      -   0.99965110  x   0.99967673  =   0.99932794
 GP0525
 GP0525:                Primary Azimuth Mark                     Grid Az
 GP0525:SPC AZ C     -  BISSEL                                   248 17 49.7
 GP0525:UTM  12      -  BISSEL                                   248 50 10.7
 GP0525
 GP0525|---------------------------------------------------------------------|
 GP0525| PID    Reference Object                     Distance      Geod. Az  |
 GP0525|                                                           dddmmss.s |
 GP0525| GP0514 BISSEL                              APPROX. 3.5 KM 2481916.0 |
 GP0525|---------------------------------------------------------------------|
 GP0525
 GP0525                          SUPERSEDED SURVEY CONTROL
 GP0525
 GP0525  NAD 83(1986)-  36 01 38.68760(N)    111 52 33.19235(W) AD(       ) 3
 GP0525  NGVD 29 (05/08/89) 2246.0    (m)         7369.     (f) VERT ANG    3  
 GP0525
 GP0525.Superseded values are not recommended for survey control.
 GP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0525.See file dsdata.txt to determine how the superseded data were derived.
 GP0525
 GP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2108587344(NAD 83)
 GP0525_MARKER: DS = TRIANGULATION STATION DISK
 GP0525_SETTING: 80 = SET IN A BOULDER
 GP0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0525+STABILITY: SURFACE MOTION
 GP0525
 GP0525  HISTORY     - Date     Condition        Report By
 GP0525  HISTORY     - 1903     MONUMENTED       USGS
 GP0525
 GP0525                          STATION DESCRIPTION
 GP0525
 GP0525'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0525'LOCATED 6 MI NE OF HALL TANK.  ON HOLLENBECK POINT, ON CANYON RIM
 GP0525'COVERED WITH SCRUB CEDAR WHICH WAS CUT OFF AROUND STATION.
 GP0525'
 GP0525'TO REACH FROM HALL TANK, TAKE SADDLE HORSES.
 GP0525'
 GP0525'STATION MARK--STANDARD BRONZE TABLET STAMPED---7370 V---, CEMENTED
 GP0525'IN LIMESTONE ROCK.
 GP0525'
 GP0525'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0906 ***********************************************************************
 ES0906  DESIGNATION -  HOLLOW
 ES0906  PID         -  ES0906
 ES0906  STATE/COUNTY-  AZ/NAVAJO
 ES0906  USGS QUAD   -  HEBER (1990)
 ES0906
 ES0906                         *CURRENT SURVEY CONTROL
 ES0906  ___________________________________________________________________
 ES0906* NAD 83(1992)-  34 26 18.45611(N)    110 37 01.38066(W)     ADJUSTED  
 ES0906* NAVD 88     -      2040.50   (+/-2cm)    6694.5    (feet)  VERTCON   
 ES0906  ___________________________________________________________________
 ES0906  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 ES0906  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0906  HORZ ORDER  -  SECOND
 ES0906  VERT ORDER  -  THIRD ? (See Below)
 ES0906
 ES0906.The horizontal coordinates were established by classical geodetic methods
 ES0906.and adjusted by the National Geodetic Survey in August 1993.
 ES0906
 ES0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0906.The vertical order pertains to the NGVD 29 superseded value.
 ES0906
 ES0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0906
 ES0906.The geoid height was determined by GEOID03.
 ES0906
 ES0906;                    North         East     Units Scale Factor Converg.
 ES0906;SPC AZ E     -   381,377.756   171,970.400   MT  0.99992111   -0 15 16.9
 ES0906;SPC AZ E     - 1,251,239.36    564,207.35   iFT  0.99992111   -0 15 16.9
 ES0906;UTM  12      - 3,810,839.786   535,181.945   MT  0.99961526   +0 12 59.6
 ES0906
 ES0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0906!SPC AZ E     -   0.99968353  x   0.99992111  =   0.99960467
 ES0906!UTM  12      -   0.99968353  x   0.99961526  =   0.99929891
 ES0906
 ES0906|---------------------------------------------------------------------|
 ES0906| PID    Reference Object                     Distance      Geod. Az  |
 ES0906|                                                           dddmmss.s |
 ES0906| DZ1394 HOLLOW RM 1                          19.557 METERS 14747     |
 ES0906| DZ1395 HOLLOW RM 2                          19.909 METERS 25425     |
 ES0906| ES0912 JONES                               497.664 METERS 2850257.8 |
 ES0906|---------------------------------------------------------------------|
 ES0906
 ES0906                          SUPERSEDED SURVEY CONTROL
 ES0906
 ES0906  NAD 83(1986)-  34 26 18.44982(N)    110 37 01.38478(W) AD(       ) 2
 ES0906  NGVD 29 (08/03/87) 2039.54   (m)         6691.4    (f) LEVELING    3  
 ES0906
 ES0906.Superseded values are not recommended for survey control.
 ES0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0906.See file dsdata.txt to determine how the superseded data were derived.
 ES0906
 ES0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3518210840(NAD 83)
 ES0906_MARKER: DS = TRIANGULATION STATION DISK
 ES0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0906+STABILITY: SURFACE MOTION
 ES0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0906+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 ES0906
 ES0906  HISTORY     - Date     Condition        Report By
 ES0906  HISTORY     - 1984     MONUMENTED       AZDT
 ES0906  HISTORY     - 19971011 GOOD             USPSQD
 ES0906  HISTORY     - 20051022 GOOD             EVANS
 ES0906
 ES0906                          STATION DESCRIPTION
 ES0906
 ES0906'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0906'THE STATION IS LOCATED 1-1/2 MILES NORTHWEST OF HEBER ALONG THE SOUTH
 ES0906'SIDE OF STATE ROUTE 260.
 ES0906'
 ES0906'THE STATION MARK IS AN AZDT DISK STAMPED---HOLLOW 1984---.  IT IS SET
 ES0906'IN THE TOP OF A 10 INCH CONCRETE MONUMENT 47 FEET SOUTHWEST OF THE
 ES0906'CENTERLINE OF SR 260 AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 ES0906'
 ES0906'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HOLLOW RM 1 1984---.  IT IS
 ES0906'SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0906'
 ES0906'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HOLLOW RM 2 1984---.  IT IS
 ES0906'SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0906'
 ES0906'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0906'AND STATE ROUTE 260 TRAVEL WEST ALONG SR 260 FOR 1.2 MILES TO MILE
 ES0906'POST 302.75 AND THE STATION ON THE LEFT.
 ES0906
 ES0906                          STATION RECOVERY (1997)
 ES0906
 ES0906'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0906'RECOVERED IN GOOD CONDITION.
 ES0906
 ES0906                          STATION RECOVERY (2005)
 ES0906
 ES0906'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0288 ***********************************************************************
 CY0288  DESIGNATION -  HOLT
 CY0288  PID         -  CY0288
 CY0288  STATE/COUNTY-  AZ/COCHISE
 CY0288  USGS QUAD   -  BOWIE (1974)
 CY0288
 CY0288                         *CURRENT SURVEY CONTROL
 CY0288  ___________________________________________________________________
 CY0288* NAD 83(1992)-  32 18 20.16618(N)    109 23 23.37062(W)     ADJUSTED  
 CY0288* NAVD 88     -      1116.35   (+/-2cm)    3662.6    (feet)  VERTCON   
 CY0288  ___________________________________________________________________
 CY0288  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CY0288  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0288  HORZ ORDER  -  FIRST
 CY0288  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0288
 CY0288.The horizontal coordinates were established by classical geodetic methods
 CY0288.and adjusted by the National Geodetic Survey in August 1993.
 CY0288
 CY0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0288.The vertical order pertains to the NGVD 29 superseded value.
 CY0288
 CY0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0288
 CY0288.The geoid height was determined by GEOID03.
 CY0288
 CY0288;                    North         East     Units Scale Factor Converg.
 CY0288;SPC AZ E     -   145,016.708   286,515.327   MT  0.99996597   +0 24 54.7
 CY0288;SPC AZ E     -   475,776.60    940,010.92   iFT  0.99996597   +0 24 54.7
 CY0288;UTM  12      - 3,575,448.728   651,591.623   MT  0.99988339   +0 51 38.5
 CY0288
 CY0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0288!SPC AZ E     -   0.99982896  x   0.99996597  =   0.99979493
 CY0288!UTM  12      -   0.99982896  x   0.99988339  =   0.99971237
 CY0288
 CY0288|---------------------------------------------------------------------|
 CY0288| PID    Reference Object                     Distance      Geod. Az  |
 CY0288|                                                           dddmmss.s |
 CY0288| CY0334 HOLT 2                               72.770 METERS 01000     |
 CY0288| CC6688 ROUTE 86 STA 3707+16.67                            1021303.0 |
 CY0288| CY0289 HOLT RM 1                            14.810 METERS 15306     |
 CY0288| CY1161 WINDMILL ABOUT 3 MI SE BOWIE        APPROX. 6.2 KM 2445711.4 |
 CY0288| CY0290 HOLT RM 2                            15.124 METERS 25313     |
 CY0288| CY1160 BOWIE GERONIMOS CASTLE              APPROX. 9.6 KM 2841306.4 |
 CY0288|---------------------------------------------------------------------|
 CY0288
 CY0288                          SUPERSEDED SURVEY CONTROL
 CY0288
 CY0288  NAD 83(1986)-  32 18 20.16154(N)    109 23 23.36800(W) AD(       ) 1
 CY0288  NAD 27      -  32 18 19.88700(N)    109 23 21.14100(W) AD(       ) 1
 CY0288  NGVD 29 (??/??/92) 1115.708  (m)         3660.45   (f) ADJ UNCH    1 2
 CY0288
 CY0288.Superseded values are not recommended for survey control.
 CY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0288.See file dsdata.txt to determine how the superseded data were derived.
 CY0288
 CY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5159275449(NAD 83)
 CY0288_MARKER: DS = TRIANGULATION STATION DISK
 CY0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0288_STAMPING: HOLT 1945
 CY0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0288+STABILITY: SURFACE MOTION
 CY0288
 CY0288  HISTORY     - Date     Condition        Report By
 CY0288  HISTORY     - 1945     MONUMENTED       CGS
 CY0288  HISTORY     - 1953     GOOD             CGS
 CY0288  HISTORY     - 1953     GOOD             NGS
 CY0288  HISTORY     - 1960     GOOD             CGS
 CY0288  HISTORY     - 1960     GOOD             NGS
 CY0288  HISTORY     - 1967     GOOD             USAF
 CY0288  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0288
 CY0288                          STATION DESCRIPTION
 CY0288
 CY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0288'STATION IS 6 MILES (AIR LINE) ESE OF BOWIE AND 9-1/2 MILES
 CY0288'(AIR LINE) WNW OF SAN SIMON.  IT IS JUST S OF THE S RIGHT-OF-WAY
 CY0288'FENCE ALONG STATE HIGHWAY 86.
 CY0288'
 CY0288'TO REACH STATION FROM THE POST OFFICE IN BOWIE, GO 0.1 MILE
 CY0288'TO STATE HIGHWAY 86.  HERE TURN LEFT OR E AND GO 5.6 MILES
 CY0288'ALONG THE HIGHWAY TO THE WITNESS POST AND THE STATION ON
 CY0288'THE RIGHT.
 CY0288'
 CY0288'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY0288'POST PROJECTING 2 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0288'HOLT 1945.  THE MARK IS 25-1/2 FEET SW OF THE WITNESS POST,
 CY0288'44-1/2 FEET SSW OF THE S RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY
 CY0288'86, AND 144-1/2 FEET SSW OF THE CENTER OF THE HIGHWAY.
 CY0288'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CY0288'
 CY0288'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0288'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND
 CY0288'IS STAMPED HOLT NO 1 1945.  THE MARK IS SSE OF THE STATION AND
 CY0288'AT ABOUT THE SAME LEVEL.
 CY0288'
 CY0288'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0288'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND
 CY0288'IS STAMPED HOLT NO 2 1945.  THE MARK IS WSW OF THE STATION AND
 CY0288'AT ABOUT THE SAME LEVEL.
 CY0288'
 CY0288'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT ELEVATION STATION
 CY0288'STAMPED 3654.48 3707+16.67 1940 AND IS SET IN THE S WALL
 CY0288'OF A CONCRETE CULVERT.  THE MARK IS 16.65 FEET E OF THE W
 CY0288'END OF THE CULVERT, 18.5 FEET S OF THE CENTER LINE OF STATE
 CY0288'HIGHWAY 86, AND 0.5 MILE E OF THE STATION ALONG THE HIGHWAY.
 CY0288'
 CY0288'HEIGHT OF LIGHT ABOVE STATION MARK - 3.5 METERS.
 CY0288
 CY0288                          STATION RECOVERY (1953)
 CY0288
 CY0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 CY0288'0.15 MI. S ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0288'CO. RAILROAD STATION AT BOWIE, THENCE 5.7 MI. E ALONG STATE
 CY0288'HIGHWAY 86, 145 FT. S OF THE CENTERLINE OF THE HIGHWAY, 24 FT.
 CY0288'W OF THE CENTERLINE OF A TRACK ROAD LEADING S, AND 26 FT.
 CY0288'S OF A WITNESS POST.  A TRIANGULATION-STATION DISK, SET
 CY0288'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE
 CY0288'GROUND, STAMPED HOLT 1945.
 CY0288'
 CY0288'REFERENCE MARK 1 IS 48.0 FT. SE OF THE STATION, AND 15 FT.
 CY0288'E OF THE CENTERLINE OF A TRACK ROAD LEADING S.  A REFERENCE-MARK
 CY0288'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CY0288'FT. ABOVE THE GROUND, STAMPED HOLT NO 1 1945.
 CY0288'
 CY0288'REFERENCE MARK 2 IS 48.6 FT. SW OF THE STATION.  A REFERENCE-MARK
 CY0288'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CY0288'0.4 FT. ABOVE THE GROUND, STAMPED HOLT NO 2 1945.
 CY0288'
 CY0288'THE AZIMUTH MARK (S.H.D.) IS 0.45 MI. E OF THE STATION, AND
 CY0288'18.5 FT. S OF THE CENTERLINE OF THE HIGHWAY.  A STATE HIGHWAY
 CY0288'DEPARTMENT DISK, SET IN THE TOP OF THE CENTER OF THE S HEADWALL
 CY0288'OF A 30-FT. CONCRETE CULVERT.  STAMPED 3654 + 48 3707 + 16.67
 CY0288'1940.
 CY0288
 CY0288                          STATION RECOVERY (1953)
 CY0288
 CY0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0288'5.85 MI E FROM BOWIE.
 CY0288'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0288'RAILROAD STATION AT BOWIE, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY
 CY0288'86, 145 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF
 CY0288'THE CENTER LINE OF A TRACK ROAD LEADING SOUTH.  26 FEET SOUTH OF A
 CY0288'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 CY0288'FOOT ABOVE THE GROUND.
 CY0288
 CY0288                          STATION RECOVERY (1960)
 CY0288
 CY0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0288'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 CY0288'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 CY0288
 CY0288                          STATION RECOVERY (1960)
 CY0288
 CY0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0288'RECOVERED IN GOOD CONDITION.
 CY0288
 CY0288                          STATION RECOVERY (1967)
 CY0288
 CY0288'RECOVERY NOTE BY US AIR FORCE 1967
 CY0288'AZIMUTH MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED
 CY0288'
 CY0288'TRIANGULATION STATION AND REFERENCE MARKS COULD NOT BE FOUND.
 CY0288
 CY0288                          STATION RECOVERY (1979)
 CY0288
 CY0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0288'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0334 ***********************************************************************
 CY0334  DESIGNATION -  HOLT 2
 CY0334  PID         -  CY0334
 CY0334  STATE/COUNTY-  AZ/COCHISE
 CY0334  USGS QUAD   -  BOWIE (1974)
 CY0334
 CY0334                         *CURRENT SURVEY CONTROL
 CY0334  ___________________________________________________________________
 CY0334* NAD 83(1992)-  32 18 22.49274(N)    109 23 22.88785(W)     ADJUSTED  
 CY0334* NAVD 88     -      1115.412  (meters)    3659.48   (feet)  ADJUSTED  
 CY0334  ___________________________________________________________________
 CY0334  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CY0334  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0334  DYNAMIC HT  -        1113.775 (meters)    3654.11  (feet)  COMP
 CY0334  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CY0334
 CY0334  HORZ ORDER  -  SECOND
 CY0334  VERT ORDER  -  FIRST     CLASS II
 CY0334
 CY0334.The horizontal coordinates were established by classical geodetic methods
 CY0334.and adjusted by the National Geodetic Survey in August 1993.
 CY0334
 CY0334.The orthometric height was determined by differential leveling
 CY0334.and adjusted in June 1991.
 CY0334
 CY0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0334
 CY0334.The geoid height was determined by GEOID03.
 CY0334
 CY0334.The dynamic height is computed by dividing the NAVD 88
 CY0334.geopotential number by the normal gravity value computed on the
 CY0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0334.degrees latitude (g = 980.6199 gals.).
 CY0334
 CY0334.The modeled gravity was interpolated from observed gravity values.
 CY0334
 CY0334;                    North         East     Units Scale Factor Converg.
 CY0334;SPC AZ E     -   145,088.461   286,527.436   MT  0.99996600   +0 24 55.0
 CY0334;SPC AZ E     -   476,012.01    940,050.64   iFT  0.99996600   +0 24 55.0
 CY0334;UTM  12      - 3,575,520.567   651,603.174   MT  0.99988343   +0 51 38.8
 CY0334
 CY0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0334!SPC AZ E     -   0.99982911  x   0.99996600  =   0.99979511
 CY0334!UTM  12      -   0.99982911  x   0.99988343  =   0.99971256
 CY0334
 CY0334|---------------------------------------------------------------------|
 CY0334| PID    Reference Object                     Distance      Geod. Az  |
 CY0334|                                                           dddmmss.s |
 CY0334| CY0335 HOLT 2 RM 1                          10.916 METERS 09513     |
 CY0334| CY0288 HOLT                                 72.770 METERS 19000     |
 CY0334| CY0336 HOLT 2 RM 2                          11.514 METERS 29104     |
 CY0334|---------------------------------------------------------------------|
 CY0334
 CY0334                          SUPERSEDED SURVEY CONTROL
 CY0334
 CY0334  NAD 83(1986)-  32 18 22.48809(N)    109 23 22.88523(W) AD(       ) 2
 CY0334  NAD 27      -  32 18 22.21320(N)    109 23 20.65790(W) AD(       ) 2
 CY0334  NGVD 29 (??/??/92) 1115.108  (m)         3658.48   (f) ADJ UNCH    1 2
 CY0334
 CY0334.Superseded values are not recommended for survey control.
 CY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0334.See file dsdata.txt to determine how the superseded data were derived.
 CY0334
 CY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5160375521(NAD 83)
 CY0334_MARKER: DS = TRIANGULATION STATION DISK
 CY0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0334_STAMPING: HOLT 2 1960
 CY0334_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0334+STABILITY: SURFACE MOTION
 CY0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0334+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0334
 CY0334  HISTORY     - Date     Condition        Report By
 CY0334  HISTORY     - 1960     MONUMENTED       CGS
 CY0334  HISTORY     - 1960     GOOD             CGS
 CY0334  HISTORY     - 1979     GOOD             NGS
 CY0334  HISTORY     - 20050402 GOOD             NGS
 CY0334
 CY0334                          STATION DESCRIPTION
 CY0334
 CY0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0334'THE STATION IS ABOUT 6 MILES EAST OF BOWIE ON THE NORTH
 CY0334'RIGHT-OF-WAY OF STATE HIGHWAY 86.
 CY0334'
 CY0334'TO REACH THE STATION FROM THE POST OFFICE AT BOWIE GO SOUTH
 CY0334'ON THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 86, TURN
 CY0334'LEFT AND GO EAST ON STATE HIGHWAY 86 FOR 5.7 MILES TO MILE
 CY0334'POST 358, CONTINUE EAST ON THE HIGHWAY FOR 0.1 MILE TO THE
 CY0334'STATION AND REFERENCE MARKS ON THE LEFT.
 CY0334'
 CY0334'THE STATION MARK STAMPED HOLT 2 1960, IS A STANDARD DISK
 CY0334'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0334'1 INCH.  IT IS 102 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 CY0334'TRACKS, 94 FEET NORTH OF THE CENTER OF STATE HIGHWAY 86
 CY0334'AND 3 FEET SOUTH OF A WHITE RAILROAD IRON THAT MARKS THE
 CY0334'RAILROAD RIGHT-OF-WAY.
 CY0334'
 CY0334'REFERENCE MARK NO. 1, STAMPED HOLT 2 NO 1 1960, IS A STANDARD
 CY0334'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY0334'PROJECTS 3 INCHES.  IT IS 36 FEET EAST OF THE RAILROAD
 CY0334'RIGHT-OF-WAY POST.
 CY0334'
 CY0334'REFERENCE MARK NO. 2, STAMPED HOLT 2 NO 2 1960, IS A STANDARD
 CY0334'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY0334'PROJECTS 3 INCHES.  IT IS 35 FEET WEST OF THE RAILROAD
 CY0334'RIGHT-OF-WAY POST.
 CY0334'
 CY0334'THERE WAS NO AZIMUTH MARK ESTABLISHED.
 CY0334
 CY0334                          STATION RECOVERY (1960)
 CY0334
 CY0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0334'6.0 MI E FROM BOWIE.
 CY0334'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON A PAVED
 CY0334'STREET, THENCE 5.8 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 102.0
 CY0334'FEET SOUTH OF RAILROAD, 3.0 FEET SOUTH OF RAILROAD PROPERTY LINE POST,
 CY0334'94.0 FEET NORTH OF CENTERLINE OF HIGHWAY, SET IN THE TOP OF A 12-INCH
 CY0334'SQUARE CONCRETE POST PROJECTING 1 INCH.
 CY0334
 CY0334                          STATION RECOVERY (1979)
 CY0334
 CY0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0334'9.5 KILOMETERS (5.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0334'FROM THE STATION AT BOWIE, 0.6 KILOMETER (0.4 MILE) EAST OF THE HOLT
 CY0334'ROAD UNDERPASS UNDER INTERSTATE HIGHWAY 10, 31.5 METERS (103 FEET)
 CY0334'SOUTH OF THE SOUTH RAIL, 28.6 METERS (94 FEET) NORTH OF THE CENTERLINE
 CY0334'OF THE FRONTAGE ROAD AND 1.5 METERS (3.8 FEET) SOUTH OF A VERTICAL
 CY0334'RAIL RAILROAD RIGHT-OF-WAY MARKER.
 CY0334'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0334'THE MARK IS 1.3 M BELOW THE RAILS.
 CY0334
 CY0334                          STATION RECOVERY (2005)
 CY0334
 CY0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0334'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0335 ***********************************************************************
 CY0335  DESIGNATION -  HOLT 2 RM 1
 CY0335  PID         -  CY0335
 CY0335  STATE/COUNTY-  AZ/COCHISE
 CY0335  USGS QUAD   -  BOWIE (1974)
 CY0335
 CY0335                         *CURRENT SURVEY CONTROL
 CY0335  ___________________________________________________________________
 CY0335* NAD 83(1986)-  32 18 22.     (N)    109 23 22.     (W)     SCALED    
 CY0335* NAVD 88     -      1115.413  (meters)    3659.48   (feet)  ADJUSTED  
 CY0335  ___________________________________________________________________
 CY0335  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0335  DYNAMIC HT  -        1113.775 (meters)    3654.11  (feet)  COMP
 CY0335  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CY0335
 CY0335  VERT ORDER  -  FIRST     CLASS II
 CY0335
 CY0335.The horizontal coordinates were scaled from a topographic map and have
 CY0335.an estimated accuracy of +/- 6 seconds.
 CY0335
 CY0335.The orthometric height was determined by differential leveling
 CY0335.and adjusted in June 1991.
 CY0335
 CY0335.The geoid height was determined by GEOID03.
 CY0335
 CY0335.The dynamic height is computed by dividing the NAVD 88
 CY0335.geopotential number by the normal gravity value computed on the
 CY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0335.degrees latitude (g = 980.6199 gals.).
 CY0335
 CY0335.The modeled gravity was interpolated from observed gravity values.
 CY0335
 CY0335;                    North         East    Units  Estimated Accuracy
 CY0335;SPC AZ E     -   145,070.      286,550.      MT  (+/- 180 meters Scaled)
 CY0335
 CY0335                          SUPERSEDED SURVEY CONTROL
 CY0335
 CY0335  NGVD 29 (??/??/92) 1115.103  (m)         3658.47   (f) ADJ UNCH    1 2
 CY0335
 CY0335.Superseded values are not recommended for survey control.
 CY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0335.See file dsdata.txt to determine how the superseded data were derived.
 CY0335
 CY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA516755(NAD 83)
 CY0335_MARKER: DR = REFERENCE MARK DISK
 CY0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0335_STAMPING: HOLT 2 NO 1 1960
 CY0335_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0335+STABILITY: SURFACE MOTION
 CY0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0335+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0335
 CY0335  HISTORY     - Date     Condition        Report By
 CY0335  HISTORY     - 1960     MONUMENTED       CGS
 CY0335  HISTORY     - 1979     GOOD             NGS
 CY0335  HISTORY     - 20050402 GOOD             NGS
 CY0335
 CY0335                          STATION DESCRIPTION
 CY0335
 CY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0335'6.0 MI E FROM BOWIE.
 CY0335'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON A PAVED
 CY0335'STREET, THENCE 5.8 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 36.0
 CY0335'FEET EAST OF RAILROAD PROPERTY LINE POST, SET IN THE TOP OF A 12-INCH
 CY0335'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CY0335
 CY0335                          STATION RECOVERY (1979)
 CY0335
 CY0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0335'9.5 KILOMETERS (5.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0335'FROM THE STATION AT BOWIE, 30.1 METERS (99 FEET) SOUTH OF THE SOUTH
 CY0335'RAIL, 30.4 METERS (100 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE
 CY0335'ROAD AND 11.0 METERS (36 FEET) EAST OF STATION HOLT 2.
 CY0335'THE MARK IS 10.5 METERS  E FROM A WITNESS POST.
 CY0335'THE MARK IS 1.3 M BELOW THE RAILS.
 CY0335
 CY0335                          STATION RECOVERY (2005)
 CY0335
 CY0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0335'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0336 ***********************************************************************
 CY0336  DESIGNATION -  HOLT 2 RM 2
 CY0336  PID         -  CY0336
 CY0336  STATE/COUNTY-  AZ/COCHISE
 CY0336  USGS QUAD   -  BOWIE (1974)
 CY0336
 CY0336                         *CURRENT SURVEY CONTROL
 CY0336  ___________________________________________________________________
 CY0336* NAD 83(1986)-  32 18 22.     (N)    109 23 22.     (W)     SCALED    
 CY0336* NAVD 88     -      1115.396  (meters)    3659.43   (feet)  ADJUSTED  
 CY0336  ___________________________________________________________________
 CY0336  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0336  DYNAMIC HT  -        1113.759 (meters)    3654.06  (feet)  COMP
 CY0336  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CY0336
 CY0336  VERT ORDER  -  FIRST     CLASS II
 CY0336
 CY0336.The horizontal coordinates were scaled from a topographic map and have
 CY0336.an estimated accuracy of +/- 6 seconds.
 CY0336
 CY0336.The orthometric height was determined by differential leveling
 CY0336.and adjusted in June 1991.
 CY0336
 CY0336.The geoid height was determined by GEOID03.
 CY0336
 CY0336.The dynamic height is computed by dividing the NAVD 88
 CY0336.geopotential number by the normal gravity value computed on the
 CY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0336.degrees latitude (g = 980.6199 gals.).
 CY0336
 CY0336.The modeled gravity was interpolated from observed gravity values.
 CY0336
 CY0336;                    North         East    Units  Estimated Accuracy
 CY0336;SPC AZ E     -   145,070.      286,550.      MT  (+/- 180 meters Scaled)
 CY0336
 CY0336                          SUPERSEDED SURVEY CONTROL
 CY0336
 CY0336  NGVD 29 (??/??/92) 1115.093  (m)         3658.43   (f) ADJ UNCH    1 2
 CY0336
 CY0336.Superseded values are not recommended for survey control.
 CY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0336.See file dsdata.txt to determine how the superseded data were derived.
 CY0336
 CY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA516755(NAD 83)
 CY0336_MARKER: DR = REFERENCE MARK DISK
 CY0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0336_STAMPING: HOLT 2 NO 2 1960
 CY0336_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0336+STABILITY: SURFACE MOTION
 CY0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0336+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0336
 CY0336  HISTORY     - Date     Condition        Report By
 CY0336  HISTORY     - 1960     MONUMENTED       CGS
 CY0336  HISTORY     - 1979     GOOD             NGS
 CY0336  HISTORY     - 20050402 GOOD             NGS
 CY0336
 CY0336                          STATION DESCRIPTION
 CY0336
 CY0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0336'6.0 MI E FROM BOWIE.
 CY0336'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0336'THENCE 5.8 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 35.0 FEET WEST
 CY0336'OF RAILROAD PROPERTY LINE POST, SET IN THE TOP OF A 12-INCH SQUARE
 CY0336'CONCRETE POST PROJECTING 3 INCHES.
 CY0336
 CY0336                          STATION RECOVERY (1979)
 CY0336
 CY0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0336'9.5 KILOMETERS (5.95 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0336'FROM THE STATION AT BOWIE, 0.6 KILOMETER (0.4 MILE) EAST OF THE HOLT
 CY0336'ROAD UNDERPASS UNDER INTERSTATE HIGHWAY 10, 30.5 METERS (100 FEET)
 CY0336'SOUTH OF THE SOUTH RAIL, 29.8 METERS (98 FEET) NORTH OF THE CENTERLINE
 CY0336'OF THE FRONTAGE ROAD, 18.5 METERS (61 FEET) SOUTH-SOUTHWEST OF A
 CY0336'TELEPHONE POLE AND 11.6 METERS (38 FEET) WEST OF STATION HOLT 2.
 CY0336'THE MARK IS 12.0 METERS  W FROM A WITNESS POST.
 CY0336'THE MARK IS 1.3 M BELOW THE RAILS.
 CY0336
 CY0336                          STATION RECOVERY (2005)
 CY0336
 CY0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0336'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0289 ***********************************************************************
 CY0289  DESIGNATION -  HOLT RM 1
 CY0289  PID         -  CY0289
 CY0289  STATE/COUNTY-  AZ/COCHISE
 CY0289  USGS QUAD   -  BOWIE (1974)
 CY0289
 CY0289                         *CURRENT SURVEY CONTROL
 CY0289  ___________________________________________________________________
 CY0289* NAD 83(1986)-  32 18 19.     (N)    109 23 23.     (W)     SCALED    
 CY0289* NAVD 88     -      1116.46   (+/-2cm)    3662.9    (feet)  VERTCON   
 CY0289  ___________________________________________________________________
 CY0289  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0289  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0289
 CY0289.The horizontal coordinates were scaled from a topographic map and have
 CY0289.an estimated accuracy of +/- 6 seconds.
 CY0289
 CY0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0289.The vertical order pertains to the NGVD 29 superseded value.
 CY0289
 CY0289.The geoid height was determined by GEOID03.
 CY0289
 CY0289;                    North         East    Units  Estimated Accuracy
 CY0289;SPC AZ E     -   144,980.      286,530.      MT  (+/- 180 meters Scaled)
 CY0289
 CY0289                          SUPERSEDED SURVEY CONTROL
 CY0289
 CY0289  NGVD 29 (??/??/92) 1115.824  (m)         3660.83   (f) ADJ UNCH    1 2
 CY0289
 CY0289.Superseded values are not recommended for survey control.
 CY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0289.See file dsdata.txt to determine how the superseded data were derived.
 CY0289
 CY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA516754(NAD 83)
 CY0289_MARKER: DR = REFERENCE MARK DISK
 CY0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0289_STAMPING: HOLT NO 1 1945
 CY0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0289+STABILITY: SURFACE MOTION
 CY0289
 CY0289  HISTORY     - Date     Condition        Report By
 CY0289  HISTORY     - 1945     MONUMENTED       CGS
 CY0289  HISTORY     - 1953     GOOD             NGS
 CY0289  HISTORY     - 1960     GOOD             NGS
 CY0289  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0289
 CY0289                          STATION DESCRIPTION
 CY0289
 CY0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0289'5.85 MI E FROM BOWIE.
 CY0289'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0289'RAILROAD STATION AT BOWIE, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY
 CY0289'86, 15 FEET EAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH,
 CY0289'48.0 FEET SOUTHEAST OF TRIANGULATION STATION HOLT 1945, SET IN THE TOP
 CY0289'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CY0289
 CY0289                          STATION RECOVERY (1960)
 CY0289
 CY0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0289'RECOVERED IN GOOD CONDITION.
 CY0289
 CY0289                          STATION RECOVERY (1979)
 CY0289
 CY0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0289'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0290 ***********************************************************************
 CY0290  DESIGNATION -  HOLT RM 2
 CY0290  PID         -  CY0290
 CY0290  STATE/COUNTY-  AZ/COCHISE
 CY0290  USGS QUAD   -  BOWIE (1974)
 CY0290
 CY0290                         *CURRENT SURVEY CONTROL
 CY0290  ___________________________________________________________________
 CY0290* NAD 83(1986)-  32 18 19.     (N)    109 23 23.     (W)     SCALED    
 CY0290* NAVD 88     -      1116.30   (+/-2cm)    3662.4    (feet)  VERTCON   
 CY0290  ___________________________________________________________________
 CY0290  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0290  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0290
 CY0290.The horizontal coordinates were scaled from a topographic map and have
 CY0290.an estimated accuracy of +/- 6 seconds.
 CY0290
 CY0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0290.The vertical order pertains to the NGVD 29 superseded value.
 CY0290
 CY0290.The geoid height was determined by GEOID03.
 CY0290
 CY0290;                    North         East    Units  Estimated Accuracy
 CY0290;SPC AZ E     -   144,980.      286,530.      MT  (+/- 180 meters Scaled)
 CY0290
 CY0290                          SUPERSEDED SURVEY CONTROL
 CY0290
 CY0290  NGVD 29 (??/??/92) 1115.663  (m)         3660.30   (f) ADJ UNCH    1 2
 CY0290
 CY0290.Superseded values are not recommended for survey control.
 CY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0290.See file dsdata.txt to determine how the superseded data were derived.
 CY0290
 CY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA516754(NAD 83)
 CY0290_MARKER: DR = REFERENCE MARK DISK
 CY0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0290_STAMPING: HOLT NO 2 1945
 CY0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0290+STABILITY: SURFACE MOTION
 CY0290
 CY0290  HISTORY     - Date     Condition        Report By
 CY0290  HISTORY     - 1945     MONUMENTED       CGS
 CY0290  HISTORY     - 1953     GOOD             NGS
 CY0290  HISTORY     - 1960     GOOD             NGS
 CY0290  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0290
 CY0290                          STATION DESCRIPTION
 CY0290
 CY0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0290'5.85 MI E FROM BOWIE.
 CY0290'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0290'RAILROAD STATION AT BOWIE, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY
 CY0290'86, 48.6 FEET SOUTHWEST OF TRIANGULATION STATION HOLT 1945, SET IN THE
 CY0290'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CY0290
 CY0290                          STATION RECOVERY (1960)
 CY0290
 CY0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0290'RECOVERED IN GOOD CONDITION.
 CY0290
 CY0290                          STATION RECOVERY (1979)
 CY0290
 CY0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0290'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1242 ***********************************************************************
 DB1242  DESIGNATION -  HONKIDORI
 DB1242  PID         -  DB1242
 DB1242  STATE/COUNTY-  AZ/YUMA
 DB1242  USGS QUAD   -  RED BLUFF MOUNTAIN NW (1986)
 DB1242
 DB1242                         *CURRENT SURVEY CONTROL
 DB1242  ___________________________________________________________________
 DB1242* NAD 83(1992)-  32 58 53.64530(N)    114 09 20.22313(W)     ADJUSTED  
 DB1242* NAVD 88     -       547.6    (meters)    1797.     (feet)  VERTCON   
 DB1242  ___________________________________________________________________
 DB1242  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 DB1242  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DB1242  HORZ ORDER  -  SECOND
 DB1242
 DB1242.The horizontal coordinates were established by classical geodetic methods
 DB1242.and adjusted by the National Geodetic Survey in August 1993.
 DB1242
 DB1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1242
 DB1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1242
 DB1242.The geoid height was determined by GEOID03.
 DB1242
 DB1242;                    North         East     Units Scale Factor Converg.
 DB1242;SPC AZ W     -   219,787.951   175,448.255   MT  0.99995105   -0 13 14.9
 DB1242;SPC AZ W     -   721,089.08    575,617.63   iFT  0.99995105   -0 13 14.9
 DB1242;UTM  11      - 3,652,837.090   765,810.406   MT  1.00047127   +1 32 57.5
 DB1242
 DB1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1242!SPC AZ W     -   0.99991918  x   0.99995105  =   0.99987023
 DB1242!UTM  11      -   0.99991918  x   1.00047127  =   1.00039041
 DB1242
 DB1242:                Primary Azimuth Mark                     Grid Az
 DB1242:SPC AZ W     -  HONKIDORI AZ MK                          001 52 10.1
 DB1242:UTM  11      -  HONKIDORI AZ MK                          000 05 57.7
 DB1242
 DB1242|---------------------------------------------------------------------|
 DB1242| PID    Reference Object                     Distance      Geod. Az  |
 DB1242|                                                           dddmmss.s |
 DB1242| CF0852 HONKIDORI AZ MK                                    0013855.2 |
 DB1242| CF0853 HONKIDORI RM 1                        6.605 METERS 04826     |
 DB1242| DA1439 WINDY CAIRN                         APPROX.20.0 KM 1253658.3 |
 DB1242| DB1240 BLACK POINT CARIN                   APPROX. 8.3 KM 1645923.3 |
 DB1242| CF0854 HONKIDORI RM 2                        6.282 METERS 21025     |
 DB1242| DB1272 ROUND TOP PEAK CAIRN                APPROX.16.6 KM 2702626.9 |
 DB1242| DW0925 1289 CAIRN                          APPROX.16.8 KM 2791019.2 |
 DB1242|---------------------------------------------------------------------|
 DB1242
 DB1242                          SUPERSEDED SURVEY CONTROL
 DB1242
 DB1242  NAD 83(1986)-  32 58 53.64373(N)    114 09 20.22725(W) AD(       ) 2
 DB1242  NAD 27      -  32 58 53.49600(N)    114 09 17.45000(W) AD(       ) 2
 DB1242  NGVD 29 (07/19/86)  546.9    (m)         1794.     (f) VERT ANG    3  
 DB1242
 DB1242.Superseded values are not recommended for survey control.
 DB1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1242.See file dsdata.txt to determine how the superseded data were derived.
 DB1242
 DB1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6581052837(NAD 83)
 DB1242_MARKER: DS = TRIANGULATION STATION DISK
 DB1242_SETTING: 66 = SET IN ROCK OUTCROP
 DB1242
 DB1242  HISTORY     - Date     Condition        Report By
 DB1242  HISTORY     - 1949     MONUMENTED       CGS
 DB1242  HISTORY     - 1952     GOOD             USE
 DB1242
 DB1242                          STATION DESCRIPTION
 DB1242
 DB1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1242'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTHEAST OF
 DB1242'COUNTY WELL, ABOUT 7 MILES AIR LINE SOUTH OF CASTLE DOME PEAK,
 DB1242'ABOUT 2 MILES AIR LINE SOUTHWEST OF A RUGGED REDDISH APPEARING
 DB1242'MOUNTAIN, ON A SMOOTH ROUND-TOPPED MOUNTAIN.  THE STATION
 DB1242'MARK IS 20 FEET SOUTHWEST OF A 7 FOOT CAIRN, FLUSH WITH THE
 DB1242'GROUND AND STAMPED, HONKIDORI 1949.
 DB1242'
 DB1242'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DB1242'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, HONKIDORI NO
 DB1242'1 1949.
 DB1242'
 DB1242'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION
 DB1242'MARK, FLUSH WITH THE GROUND AND STAMPED, HONKIDORI NO 2 1949.
 DB1242'
 DB1242'THE AZIMUTH MARK IS LOCATED 35 FEET NORTH OF THE CENTER LINE
 DB1242'OF ROAD, 3 FEET WEST OF A WHITE WITNESS POST, PROJECTS 12 INCHES
 DB1242'AND STAMPED, HONKIDORI 1949.
 DB1242'
 DB1242'TO REACH THE STATION FROM COUNTY WELL, WHICH IS ABOUT 25
 DB1242'MILE NORTH OF YUMA ON STATE HIGHWAY 95, GO NORTH ON STATE
 DB1242'HIGHWAY 8.3 MILES TO FORK AND SIGN CASTLE DOME MINE.  TAKE
 DB1242'RIGHT FORK, NORTHEAST, FOR 8.3 MILES TO FORK AND SIGN SONORA.
 DB1242'TAKE RIGHT FORK FOR 0.2 MILE TO FORK.  TAKE RIGHT FORK FOR 0.4
 DB1242'MILE TO FORK.  TAKE RIGHT FORK, SOUTH, FOR 2.3 MILES AND FOLLOW
 DB1242'GRADED ROAD TO A CABIN ON THE RIGHT, WEST.  CONTINUE 0.05
 DB1242'MILE TO FORK.  TAKE RIGHT FORK AND GO 0.7 MILE TO FORK.  TAKE
 DB1242'RIGHT FORK FOR 0.8 MILE TO FORK.  TAKE LEFT FORK ACROSS LARGE
 DB1242'WASH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT NORTHEAST
 DB1242'AS DESCRIBED ABOVE.  CONTINUE FOR 0.25 MILE TO AN OLD MINE
 DB1242'IN THE BOTTOM OF WASH.  HERE LEAVE WASH AND DRIVE ACROSS
 DB1242'COUNTRY, SOUTHWEST, TO THE BASE OF HILL AND THE END OF
 DB1242'TRUCK TRAVEL.  HERE PACK, SOUTHWEST, UP WASH THENCE UP
 DB1242'RIDGE TO THE HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 DB1242'A 30 MINUTE PACK.
 DB1242
 DB1242                          STATION RECOVERY (1952)
 DB1242
 DB1242'RECOVERY NOTE BY US ENGINEERS 1952
 DB1242'1949 DESCRIPTION IS ADEQUATE.  STATION WITH TRIPOD AND REFERENCE
 DB1242'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1241 ***********************************************************************
 DB1241  DESIGNATION -  HONKIDORI CAIRN
 DB1241  PID         -  DB1241
 DB1241  STATE/COUNTY-  AZ/YUMA
 DB1241  USGS QUAD   -  RED BLUFF MOUNTAIN NW (1986)
 DB1241
 DB1241                         *CURRENT SURVEY CONTROL
 DB1241  ___________________________________________________________________
 DB1241* NAD 83(1992)-  32 58 53.83926(N)    114 09 20.10055(W)     ADJUSTED  
 DB1241* NAVD 88     -       548.     (meters)    1798.     (feet)  SCALED    
 DB1241  ___________________________________________________________________
 DB1241  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 DB1241  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DB1241  HORZ ORDER  -  THIRD
 DB1241
 DB1241.The horizontal coordinates were established by classical geodetic methods
 DB1241.and adjusted by the National Geodetic Survey in August 1993.
 DB1241
 DB1241.The orthometric height was scaled from a topographic map.
 DB1241
 DB1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1241
 DB1241.The geoid height was determined by GEOID03.
 DB1241
 DB1241;                    North         East     Units Scale Factor Converg.
 DB1241;SPC AZ W     -   219,793.914   175,451.461   MT  0.99995105   -0 13 14.8
 DB1241;SPC AZ W     -   721,108.64    575,628.15   iFT  0.99995105   -0 13 14.8
 DB1241;UTM  11      - 3,652,843.152   765,813.427   MT  1.00047129   +1 32 57.6
 DB1241
 DB1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1241!SPC AZ W     -   0.99991916  x   0.99995105  =   0.99987022
 DB1241!UTM  11      -   0.99991916  x   1.00047129  =   1.00039041
 DB1241
 DB1241                          SUPERSEDED SURVEY CONTROL
 DB1241
 DB1241  NAD 83(1986)-  32 58 53.83769(N)    114 09 20.10467(W) AD(       ) 4
 DB1241  NAD 27      -  32 58 53.69000(N)    114 09 17.32700(W) AD(       ) 3
 DB1241
 DB1241.Superseded values are not recommended for survey control.
 DB1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1241.See file dsdata.txt to determine how the superseded data were derived.
 DB1241
 DB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6581352843(NAD 83)
 DB1241_MARKER: 72 = CAIRN
 DB1241
 DB1241  HISTORY     - Date     Condition        Report By
 DB1241  HISTORY     - 1949     FIRST OBSERVED   CGS
 DB1241
 DB1241                          STATION DESCRIPTION
 DB1241
 DB1241'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1774 ***********************************************************************
 CZ1774  DESIGNATION -  HOOKER BUTTE
 CZ1774  PID         -  CZ1774
 CZ1774  STATE/COUNTY-  AZ/GRAHAM
 CZ1774  USGS QUAD   -  REILEY PEAK (1985)
 CZ1774
 CZ1774                         *CURRENT SURVEY CONTROL
 CZ1774  ___________________________________________________________________
 CZ1774* NAD 83(1992)-  32 29 31.08258(N)    110 04 25.77582(W)     ADJUSTED  
 CZ1774* NAVD 88     -      1492.7    (meters)    4897.     (feet)  VERTCON   
 CZ1774  ___________________________________________________________________
 CZ1774  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CZ1774  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CZ1774  HORZ ORDER  -  FIRST
 CZ1774
 CZ1774.The horizontal coordinates were established by classical geodetic methods
 CZ1774.and adjusted by the National Geodetic Survey in August 1993.
 CZ1774
 CZ1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1774
 CZ1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1774
 CZ1774.The geoid height was determined by GEOID03.
 CZ1774
 CZ1774;                    North         East     Units Scale Factor Converg.
 CZ1774;SPC AZ E     -   165,420.182   222,084.712   MT  0.99990094   +0 02 59.5
 CZ1774;SPC AZ E     -   542,717.13    728,624.38   iFT  0.99990094   +0 02 59.5
 CZ1774;UTM  12      - 3,595,346.495   587,013.307   MT  0.99969336   +0 29 51.2
 CZ1774
 CZ1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1774!SPC AZ E     -   0.99976993  x   0.99990094  =   0.99967089
 CZ1774!UTM  12      -   0.99976993  x   0.99969336  =   0.99946336
 CZ1774
 CZ1774:                Primary Azimuth Mark                     Grid Az
 CZ1774:SPC AZ E     -  T10S R22E SECS 35 36 SC                  028 56 45.9
 CZ1774:UTM  12      -  T10S R22E SECS 35 36 SC                  028 29 54.2
 CZ1774
 CZ1774|---------------------------------------------------------------------|
 CZ1774| PID    Reference Object                     Distance      Geod. Az  |
 CZ1774|                                                           dddmmss.s |
 CZ1774| CC6692 T10S R22E SECS 35 36 SC                            0285945.4 |
 CZ1774| CC6696 HOOKER BUTTE RM ROD ESE               6.238 METERS 10337     |
 CZ1774| CZ1773 CAIRN 3 AND 1/2 MI N OF ROSE        APPROX. 5.5 KM 1635001.1 |
 CZ1774| CC6693 HOOKER BUTTE RM 1                    10.845 METERS 16610     |
 CZ1774| CC6694 HOOKER BUTTE RM 2                     7.209 METERS 28725     |
 CZ1774| CC6695 HOOKER BUTTE RM ROD NW                9.587 METERS 30554     |
 CZ1774|---------------------------------------------------------------------|
 CZ1774
 CZ1774                          SUPERSEDED SURVEY CONTROL
 CZ1774
 CZ1774  NAD 83(1986)-  32 29 31.07920(N)    110 04 25.77459(W) AD(       ) 1
 CZ1774  NAD 27      -  32 29 30.82000(N)    110 04 23.49400(W) AD(       ) 1
 CZ1774  NGVD 29 (07/19/86) 1491.9    (m)         4895.     (f) VERT ANG    3  
 CZ1774
 CZ1774.Superseded values are not recommended for survey control.
 CZ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1774.See file dsdata.txt to determine how the superseded data were derived.
 CZ1774
 CZ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8701395346(NAD 83)
 CZ1774_MARKER: DD = SURVEY DISK
 CZ1774_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1774
 CZ1774  HISTORY     - Date     Condition        Report By
 CZ1774  HISTORY     - 1946     MONUMENTED       USFS
 CZ1774
 CZ1774                          STATION DESCRIPTION
 CZ1774
 CZ1774'DESCRIBED BY US FOREST SERVICE 1946 (CAE)
 CZ1774'THE STATION IS ON HOOKERS BUTTE, THE HIGHEST OF A LONE GROUP
 CZ1774'OF HILLS, LOCATED BY APPROXIMATE AIRLINE DISTANCES 22 MILES
 CZ1774'NW OF WILLCOX, 9 MILES SW OF BONITA, AND 2 MILES WSW OF THE
 CZ1774'SIERRA BONITA RANCH.
 CZ1774'
 CZ1774'TO REACH FROM THE VALLEY NATIONAL BANK IN WILLCOX, GO S ON
 CZ1774'STATE HIGHWAY 86 0.1 MILE TO TEXACO SERVICE STATION ON THE
 CZ1774'RIGHT.  HERE TURN RIGHT AND GO 0.3 MILE, JOG LEFT 35 YARDS,
 CZ1774'THENCE RIGHT AND GO 0.2 MILE TO A CROSS ROAD.  TURN RIGHT,
 CZ1774'N, ON THE MACADAM ROAD 1 MILE, THENCE LEFT AND GO 2 MILES,
 CZ1774'THENCE RIGHT FOR 5 MILES, THENCE LEFT FOR 3 MILES, THENCE
 CZ1774'RIGHT FOR 4 MILES, THENCE LEFT FOR 2 MILES, THENCE RIGHT FOR
 CZ1774'2 MILES, THENCE LEFT FOR 1 MILE TO THE MONZINGO RANCH HOUSE
 CZ1774'ON THE RIGHT.  HERE TURN RIGHT AND GO 3 MILES TO A GOOD
 CZ1774'GRADED ROAD LEFT AND A WIRE GATE ON THE RIGHT.  TURN LEFT AND
 CZ1774'GO 4.2 MILES ON THE MAIN ROAD TO A FORK.  KEEP LEFT (RIGHT
 CZ1774'GOES TO A RANCH) AND CONTINUE FOR 0.7 MILE TO ANOTHER FORK
 CZ1774'AND SIGN ZZ 7 MI.  (KEEP STRAIGHT AHEAD HERE ON THE RIGHT FORK FOR
 CZ1774'1 MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR A FENCE
 CZ1774'CORNER.) TAKE THE LEFT FORK AND GO 1.6 MILES, KEEP
 CZ1774'RIGHT FORK AND CONTINUE 0.4 MILE TO A GATE TO SMALL RANCH
 CZ1774'ON THE LEFT AND A DIM ROAD TO THE RIGHT.  TURN RIGHT FOR
 CZ1774'0.2 MILE, THENCE LEFT ACROSS COUNTRY FOR 0.2 MILE TO
 CZ1774'THE BASE OF THE HILL.  IT IS ABOUT A 1/4-HOUR PACK TO THE
 CZ1774'HIGHEST POINT AND THE STATION.
 CZ1774'
 CZ1774'THE STATION MARK, WHICH IS A DISK OF THE U.S. FOREST SERVICE,
 CZ1774'STAMPED HOOKER BUTTE 1934, IS SET IN A DRILL HOLE IN OUTCROPPING
 CZ1774'BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT
 CZ1774'IS LOCATED ABOUT MIDWAY ON TOP OF THE PEAK AND 44 FEET N OF THE
 CZ1774'HIGHEST POINT.
 CZ1774'
 CZ1774'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED HOOKER
 CZ1774'BUTTE USFS NO 1 1946, AND SET IN A DRILL HOLE IN A BOULDER
 CZ1774'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND.  IT IS LOCATED
 CZ1774'SSE OF THE STATION AND ABOUT 1-1/2 FEET HIGHER.
 CZ1774'
 CZ1774'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED HOOKER
 CZ1774'BUTTE USFS NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING
 CZ1774'BEDROCK WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  IT
 CZ1774'IS LOCATED WNW OF THE STATION AND ABOUT 2 FEET HIGHER.
 CZ1774'
 CZ1774'REFERENCE MARK 3, WHICH IS AN IRON ROD SET IN A BOULDER WHICH
 CZ1774'IS ABOUT 5 FEET HIGH, PROJECTS ABOUT 1/2 INCH.  IT IS LOCATED
 CZ1774'NW OF THE STATION AND ABOUT 3-1/2 FEET HIGHER.
 CZ1774'
 CZ1774'REFERENCE MARK 4, WHICH IS AN IRON ROD SET IN A BOULDER WHICH
 CZ1774'IS ABOUT 3 FEET HIGH, PROJECTS ABOUT 1 INCH.  IT IS LOCATED
 CZ1774'ESE OF THE STATION AND ABOUT 1 FOOT HIGHER.
 CZ1774'
 CZ1774'THE AZIMUTH MARK, WHICH IS A STANDARD BRASS-CAPPED 2-INCH
 CZ1774'IRON PIPE OF THE GENERAL LAND OFFICE SURVEY,
 CZ1774'PROJECTS 0.8 FOOT ABOVE THE GROUND.  IT IS LOCATED 1-1/2 MILES
 CZ1774'NNE OF THE STATION, 47 FEET NNE OF THE CENTER OF THE GRADED
 CZ1774'ROAD, 15 FEET SE OF FENCE CORNER, AND 6.3 FEET W OF A 4- BY
 CZ1774'4-INCH WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2245 ***********************************************************************
 DU2245  DESIGNATION -  HOOL
 DU2245  PID         -  DU2245
 DU2245  STATE/COUNTY-  AZ/MARICOPA
 DU2245  USGS QUAD   -  TEMPE (1982)
 DU2245
 DU2245                         *CURRENT SURVEY CONTROL
 DU2245  ___________________________________________________________________
 DU2245* NAD 83(2007)-  33 29 36.99363(N)    111 53 30.47801(W)     NO CHECK  
 DU2245* NAVD 88     -       377.8    (meters)    1239.     (feet)  VERTCON   
 DU2245  ___________________________________________________________________
 DU2245  EPOCH DATE  -        2007.00
 DU2245  X           -  -1,985,360.029 (meters)                     COMP
 DU2245  Y           -  -4,940,781.472 (meters)                     COMP
 DU2245  Z           -   3,499,935.431 (meters)                     COMP
 DU2245  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DU2245  ELLIP HEIGHT-         348.343 (meters)          (02/10/07) NO CHECK
 DU2245  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU2245
 DU2245  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2245  Type    PID    Designation                      North   East  Ellip
 DU2245  -------------------------------------------------------------------
 DU2245  NETWORK DU2245 HOOL                              5.68   4.17  18.97
 DU2245  -------------------------------------------------------------------
 DU2245
 DU2245.The horizontal coordinates were established by GPS observations
 DU2245.and adjusted by the National Geodetic Survey in February 2007.
 DU2245
 DU2245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2245.No horizontal observational check was made to the station.
 DU2245.The horizontal coordinates are valid at the epoch date displayed above.
 DU2245.The epoch date for horizontal control is a decimal equivalence
 DU2245.of Year/Month/Day.
 DU2245
 DU2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2245
 DU2245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2245
 DU2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2245
 DU2245.The ellipsoidal height was determined by GPS observations
 DU2245.and is referenced to NAD 83.
 DU2245
 DU2245.The geoid height was determined by GEOID03.
 DU2245
 DU2245;                    North         East     Units Scale Factor Converg.
 DU2245;SPC AZ C     -   276,491.994   215,670.664   MT  0.99990007   +0 00 49.4
 DU2245;SPC AZ C     -   907,125.96    707,580.92   iFT  0.99990007   +0 00 49.4
 DU2245;UTM  12      - 3,706,366.494   417,157.469   MT  0.99968461   -0 29 31.8
 DU2245
 DU2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2245!SPC AZ C     -   0.99994532  x   0.99990007  =   0.99984539
 DU2245!UTM  12      -   0.99994532  x   0.99968461  =   0.99962994
 DU2245
 DU2245                          SUPERSEDED SURVEY CONTROL
 DU2245
 DU2245  ELLIP H (06/11/02)  348.412  (m)                       GP(       ) 4 2
 DU2245  NAD 83(1992)-  33 29 36.99243(N)    111 53 30.47662(W) AD(       ) 1
 DU2245  ELLIP H (08/23/93)  348.494  (m)                       GP(       ) 4 2
 DU2245  NAD 83(1986)-  33 29 36.98608(N)    111 53 30.48189(W) AD(       ) 1
 DU2245  NGVD 29 (09/11/89)  377.3    (m)         1238.     (f) GPS OBS     3  
 DU2245
 DU2245.Superseded values are not recommended for survey control.
 DU2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2245.See file dsdata.txt to determine how the superseded data were derived.
 DU2245
 DU2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1715706366(NAD 83)
 DU2245_MARKER: I = METAL ROD
 DU2245_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU2245_SP_SET: OBJECT DRIVEN INTO GROUND
 DU2245_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2245+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2245
 DU2245  HISTORY     - Date     Condition        Report By
 DU2245  HISTORY     - 1986     MONUMENTED       AZDT
 DU2245  HISTORY     - 19951101 MARK NOT FOUND   USPSQD
 DU2245  HISTORY     - 20070628 MARK NOT FOUND   GEOCAC
 DU2245
 DU2245                          STATION DESCRIPTION
 DU2245
 DU2245'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2245'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF SCOTTSDALE,
 DU2245'ARIZONA.
 DU2245'
 DU2245'TO REACH THE STATION FROM THE INTERSECTION OF MCDOWELL ROAD AND
 DU2245'PIMA ROAD, GO NORTH ON PIMA ROAD FOR 3.08 KM (1.9 MI) TO THE
 DU2245'STATION ON THE LEFT.  THE STATION LIES 0.16 KM (0.1 MI) SOUTH OF
 DU2245'THE INTERSECTION OF PIMA ROAD AND INDIAN SCHOOL ROAD.
 DU2245'
 DU2245'THE STATION IS A 5/8 INCH REBAR WITH A PUNCH MARK IN A WHITE
 DU2245'PAINTED CIRCLE FLUSH WITH THE GROUND.  LOCATED
 DU2245'8.02 METERS (26.3 FT) WEST FROM THE CENTERLINE OF PIMA ROAD,
 DU2245'13.93 METERS (45.7 FT) EAST-NORTHEAST FROM LIGHT POLE 19110,
 DU2245'5.18 METERS (17.0 FT) EAST-SOUTHEAST FROM A 6 INCH DIAMETER AND 4
 DU2245'FEET HIGH STEEL PIPE FILLED WITH CONCRETE AND USED AS A BARRICADE.
 DU2245
 DU2245                          STATION RECOVERY (1995)
 DU2245
 DU2245'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2245'MARK NOT FOUND.
 DU2245
 DU2245                          STATION RECOVERY (2007)
 DU2245
 DU2245'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2245'UNDOUBTEDLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0609 ***********************************************************************
 FP0609  DESIGNATION -  HOOVER
 FP0609  PID         -  FP0609
 FP0609  STATE/COUNTY-  AZ/APACHE
 FP0609  USGS QUAD   -  KLAGETOH NORTH (1973)
 FP0609
 FP0609                         *CURRENT SURVEY CONTROL
 FP0609  ___________________________________________________________________
 FP0609* NAD 83(1992)-  35 34 44.41142(N)    109 34 38.83424(W)     ADJUSTED  
 FP0609* NAVD 88     -      2095.9    (meters)    6876.     (feet)  VERTCON   
 FP0609  ___________________________________________________________________
 FP0609  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 FP0609  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 FP0609  HORZ ORDER  -  SECOND
 FP0609
 FP0609.The horizontal coordinates were established by classical geodetic methods
 FP0609.and adjusted by the National Geodetic Survey in August 1993.
 FP0609
 FP0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0609
 FP0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0609
 FP0609.The geoid height was determined by GEOID03.
 FP0609
 FP0609;                    North         East     Units Scale Factor Converg.
 FP0609;SPC AZ E     -   507,965.576   266,761.481   MT  0.99993513   +0 20 34.2
 FP0609;SPC AZ E     - 1,666,553.73    875,201.71   iFT  0.99993513   +0 20 34.2
 FP0609;UTM  12      - 3,938,186.472   628,892.976   MT  0.99980473   +0 49 40.0
 FP0609
 FP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0609!SPC AZ E     -   0.99967450  x   0.99993513  =   0.99960965
 FP0609!UTM  12      -   0.99967450  x   0.99980473  =   0.99947929
 FP0609
 FP0609:                Primary Azimuth Mark                     Grid Az
 FP0609:SPC AZ E     -  GANADO RESET                             005 43 50.0
 FP0609:UTM  12      -  GANADO RESET                             005 14 44.2
 FP0609
 FP0609|---------------------------------------------------------------------|
 FP0609| PID    Reference Object                     Distance      Geod. Az  |
 FP0609|                                                           dddmmss.s |
 FP0609| FP0604 GANADO RESET                        APPROX.27.3 KM 0060424.2 |
 FP0609| CD3490 HOOVER RM 1                           9.085 METERS 00726     |
 FP0609| CD3491 HOOVER RM 2                           6.371 METERS 29733     |
 FP0609|---------------------------------------------------------------------|
 FP0609
 FP0609                          SUPERSEDED SURVEY CONTROL
 FP0609
 FP0609  NAD 83(1986)-  35 34 44.41102(N)    109 34 38.83465(W) AD(       ) 2
 FP0609  NAD 27      -  35 34 44.35528(N)    109 34 36.44922(W) AD(       ) 2
 FP0609  NGVD 29 (07/19/86) 2094.9    (m)         6873.     (f) VERT ANG    3  
 FP0609
 FP0609.Superseded values are not recommended for survey control.
 FP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0609.See file dsdata.txt to determine how the superseded data were derived.
 FP0609
 FP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2889338186(NAD 83)
 FP0609_MARKER: DD = SURVEY DISK
 FP0609_SETTING: 0 = UNSPECIFIED SETTING
 FP0609
 FP0609  HISTORY     - Date     Condition        Report By
 FP0609  HISTORY     - 1972     MONUMENTED       USGS
 FP0609
 FP0609                          STATION DESCRIPTION
 FP0609
 FP0609'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0609'RM 1-RM 2 NOT MEASURED.
 FP0609'
 FP0609'LOCATED ABOUT 17 MI NE. OF GREASEWOOD. 10 MI S. OF GANADO. 5 MI
 FP0609'NW. OF KLAGETOH, ON EDGE OF A RIM OVERLOOKING A VALLEY TO THE N.
 FP0609'
 FP0609'TO REACH FROM THE JCT. OF STATE ROUTES 264 AND 63 AT GANADO, GO S.
 FP0609'ON STATE ROUTE 63 FOR 8.7 MI TO T-RD. W. TURN RIGHT ON PAVED RD. TO
 FP0609'EL PASO PUMPING STATION FOR 2.2 MI STATION ON RIGHT SIDE OF RD.,
 FP0609'85 FT N. OF CENTERLINE OF RD.
 FP0609'
 FP0609'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED HOOVER 1972
 FP0609'SET IN A CONC. POST PROJECTIG 0.4 FT.
 FP0609'
 FP0609'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0609'STAMPED HOOVER NO 1 1972 SET IN A CONC. POST PROJECTING 0.60 FT AND
 FP0609'0.75 FT BELOW STATION MARK.
 FP0609'
 FP0609'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0609'STAMPED HOOVER NO 2 1972 SET IN A CONC. POST PROJECTING 0.5 FT AND
 FP0609'0.35 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0592 ***********************************************************************
 GR0592  DESIGNATION -  HOOVER DAM BLOCK A
 GR0592  PID         -  GR0592
 GR0592  STATE/COUNTY-  AZ/MOHAVE
 GR0592  USGS QUAD   -  HOOVER DAM (1997)
 GR0592
 GR0592                         *CURRENT SURVEY CONTROL
 GR0592  ___________________________________________________________________
 GR0592* NAD 83(1986)-  36 00 54.     (N)    114 44 13.     (W)     SCALED    
 GR0592* NAVD 88     -       376.397  (meters)    1234.90   (feet)  ADJUSTED  
 GR0592  ___________________________________________________________________
 GR0592  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0592  DYNAMIC HT  -         376.028 (meters)    1233.69  (feet)  COMP
 GR0592  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 GR0592
 GR0592  VERT ORDER  -  FIRST     CLASS I
 GR0592
 GR0592.The horizontal coordinates were scaled from a topographic map and have
 GR0592.an estimated accuracy of +/- 6 seconds.
 GR0592
 GR0592.The orthometric height was determined by differential leveling
 GR0592.and adjusted in June 1991.
 GR0592
 GR0592.The geoid height was determined by GEOID03.
 GR0592
 GR0592.The dynamic height is computed by dividing the NAVD 88
 GR0592.geopotential number by the normal gravity value computed on the
 GR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0592.degrees latitude (g = 980.6199 gals.).
 GR0592
 GR0592.The modeled gravity was interpolated from observed gravity values.
 GR0592
 GR0592;                    North         East    Units  Estimated Accuracy
 GR0592;SPC AZ W     -   556,650.      124,400.      MT  (+/- 180 meters Scaled)
 GR0592
 GR0592                          SUPERSEDED SURVEY CONTROL
 GR0592
 GR0592.No superseded survey control is available for this station.
 GR0592
 GR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039879(NAD 83)
 GR0592_MARKER: DS = TRIANGULATION STATION DISK
 GR0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0592_SP_SET: SIDEWALK
 GR0592_MARK LOGO: CGS   
 GR0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0592+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 GR0592
 GR0592  HISTORY     - Date     Condition        Report By
 GR0592  HISTORY     - UNK      MONUMENTED       CGS
 GR0592  HISTORY     - 1950     GOOD             NGS
 GR0592  HISTORY     - 1963     GOOD             NGS
 GR0592  HISTORY     - 1981     GOOD             NGS
 GR0592  HISTORY     - 1990     GOOD             USPSQD
 GR0592  HISTORY     - 1990     GOOD             USPSQD
 GR0592  HISTORY     - 20040429 GOOD             GEOCAC
 GR0592
 GR0592                          STATION DESCRIPTION
 GR0592
 GR0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0592'IN HOOVER DAM.
 GR0592'ON TOP OF HOOVER DAM, 49.3 FEET NORTH OF THE SOUTHEAST (ARIZONA) END,
 GR0592'9.3 FEET SOUTH OF THE NORTHEAST CORNER OF BLOCK A, IN THE TOP OF THE
 GR0592'EAST (UP-STREAM) CONCRETE SIDEWALK, 1.6 FEET EAST OF THE WEST EDGE,
 GR0592'AND 2.3 FEET WEST OF THE EAST GUARD RAIL.
 GR0592
 GR0592                          STATION RECOVERY (1963)
 GR0592
 GR0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0592'RECOVERED IN GOOD CONDITION.
 GR0592
 GR0592                          STATION RECOVERY (1981)
 GR0592
 GR0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0592'RECOVERED IN GOOD CONDITION. THIS DISK UNSTAMPED.
 GR0592
 GR0592                          STATION RECOVERY (1990)
 GR0592
 GR0592'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0592'RECOVERED IN GOOD CONDITION.
 GR0592
 GR0592                          STATION RECOVERY (1990)
 GR0592
 GR0592'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0592'RECOVERED IN GOOD CONDITION.
 GR0592
 GR0592                          STATION RECOVERY (2004)
 GR0592
 GR0592'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 GR0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0378 ***********************************************************************
 CF0378  DESIGNATION -  HOP
 CF0378  PID         -  CF0378
 CF0378  STATE/COUNTY-  AZ/COCHISE
 CF0378  USGS QUAD   -  ELFRIDA (1986)
 CF0378
 CF0378                         *CURRENT SURVEY CONTROL
 CF0378  ___________________________________________________________________
 CF0378* NAD 83(1992)-  31 37 44.69103(N)    109 40 17.10885(W)     ADJUSTED  
 CF0378* NAVD 88     -      1266.4    (meters)    4155.     (feet)  VERTCON   
 CF0378  ___________________________________________________________________
 CF0378  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 CF0378  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0378  HORZ ORDER  -  SECOND
 CF0378
 CF0378.The horizontal coordinates were established by classical geodetic methods
 CF0378.and adjusted by the National Geodetic Survey in August 1993.
 CF0378
 CF0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0378
 CF0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0378
 CF0378.The geoid height was determined by GEOID03.
 CF0378
 CF0378;                    North         East     Units Scale Factor Converg.
 CF0378;SPC AZ E     -    69,848.776   260,340.475   MT  0.99992721   +0 15 35.0
 CF0378;SPC AZ E     -   229,162.65    854,135.42   iFT  0.99992721   +0 15 35.0
 CF0378;UTM  12      - 3,500,089.481   625,999.246   MT  0.99979580   +0 41 48.6
 CF0378
 CF0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0378!SPC AZ E     -   0.99980547  x   0.99992721  =   0.99973269
 CF0378!UTM  12      -   0.99980547  x   0.99979580  =   0.99960131
 CF0378
 CF0378|---------------------------------------------------------------------|
 CF0378| PID    Reference Object                     Distance      Geod. Az  |
 CF0378|                                                           dddmmss.s |
 CF0378| CS5415 HOP RM 1                              8.746 METERS 00742     |
 CF0378| CS5416 HOP RM 2                              8.412 METERS 16539     |
 CF0378|---------------------------------------------------------------------|
 CF0378
 CF0378                          SUPERSEDED SURVEY CONTROL
 CF0378
 CF0378  NAD 83(1986)-  31 37 44.68810(N)    109 40 17.09926(W) AD(       ) 2
 CF0378  NGVD 29 (03/13/91) 1265.6    (m)         4152.     (f) VERT ANG    3  
 CF0378
 CF0378.Superseded values are not recommended for survey control.
 CF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0378.See file dsdata.txt to determine how the superseded data were derived.
 CF0378
 CF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2599900089(NAD 83)
 CF0378_MARKER: DS = TRIANGULATION STATION DISK
 CF0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0378+STABILITY: SURFACE MOTION
 CF0378
 CF0378  HISTORY     - Date     Condition        Report By
 CF0378  HISTORY     - 1982     MONUMENTED       AZDT
 CF0378
 CF0378                          STATION DESCRIPTION
 CF0378
 CF0378'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0378'THE STATION IS LOCATED 4 MILES SOUTH OF ELFRIDA, ARIZONA, BESIDE U.S.
 CF0378'666, ON THE LEFT.
 CF0378'
 CF0378'TO REACH THE STATION FROM THE POST OFFICE IN ELFRIDA, ARIZONA, TRAVEL
 CF0378'SOUTH ON U.S. 666 FOR 3.85 MILES TO THE STATION ON THE LEFT.
 CF0378'
 CF0378'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---HOP 1982---THE
 CF0378'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST SET
 CF0378'LEVEL WITH THE GROUND.  IT IS 93.5 FEET EAST OF CENTERLINE OF U.S. 666
 CF0378'4.6 FEET EAST OF THE WITNESS POST AND 7.5 FEET EAST OF TELEPHONE POLE
 CF0378'NO. 9 AND 6.0 FT W. OF R/W FENCE.  THE UNDERGROUND DISK IS SET IN A
 CF0378'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE DISK.
 CF0378'
 CF0378'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---HOP RM 1---SET
 CF0378'IN TOP OF A 12 INCH CONCRETE POST LEVEL WITH THE GROUND.
 CF0378'
 CF0378'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---HOP RM 2---SET
 CF0378'IN TOP OF A 12-INCH ROUND CONCRETE POST LEVEL WITH THE GROUND.
 CF0378'
 CF0378'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE AZDT MCNEAL 2 OR AZDT
 CF0378'CAT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1221 ***********************************************************************
 DV1221  DESIGNATION -  HOPE
 DV1221  PID         -  DV1221
 DV1221  STATE/COUNTY-  AZ/LA PAZ
 DV1221  USGS QUAD   -  HOPE (1990)
 DV1221
 DV1221                         *CURRENT SURVEY CONTROL
 DV1221  ___________________________________________________________________
 DV1221* NAD 83(1992)-  33 43 26.13917(N)    113 42 07.03752(W)     ADJUSTED  
 DV1221* NAVD 88     -       467.294  (meters)    1533.11   (feet)  ADJUSTED  
 DV1221  ___________________________________________________________________
 DV1221  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 DV1221  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV1221  DYNAMIC HT  -         466.755 (meters)    1531.35  (feet)  COMP
 DV1221  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DV1221
 DV1221  HORZ ORDER  -  SECOND
 DV1221  VERT ORDER  -  FIRST     CLASS II
 DV1221
 DV1221.The horizontal coordinates were established by classical geodetic methods
 DV1221.and adjusted by the National Geodetic Survey in August 1993.
 DV1221
 DV1221.The orthometric height was determined by differential leveling
 DV1221.and adjusted in June 1991.
 DV1221
 DV1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1221
 DV1221.The geoid height was determined by GEOID03.
 DV1221
 DV1221.The dynamic height is computed by dividing the NAVD 88
 DV1221.geopotential number by the normal gravity value computed on the
 DV1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1221.degrees latitude (g = 980.6199 gals.).
 DV1221
 DV1221.The modeled gravity was interpolated from observed gravity values.
 DV1221
 DV1221;                    North         East     Units Scale Factor Converg.
 DV1221;SPC AZ W     -   302,046.090   217,812.650   MT  0.99993358   +0 01 36.0
 DV1221;SPC AZ W     -   990,964.86    714,608.43   iFT  0.99993358   +0 01 36.0
 DV1221;UTM  12      - 3,734,825.189   249,640.152   MT  1.00037279   -1 30 03.2
 DV1221
 DV1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1221!SPC AZ W     -   0.99993150  x   0.99993358  =   0.99986509
 DV1221!UTM  12      -   0.99993150  x   1.00037279  =   1.00030427
 DV1221
 DV1221|---------------------------------------------------------------------|
 DV1221| PID    Reference Object                     Distance      Geod. Az  |
 DV1221|                                                           dddmmss.s |
 DV1221| DV1222 HOPE RM 1                            15.922 METERS 01858     |
 DV1221| CS6637 HOPE RM 3                            17.623 METERS 10351     |
 DV1221| DV1169 J 30                                107.091 METERS 25007     |
 DV1221| CH2508 HOPE AZ MK                                         2943436.7 |
 DV1221|---------------------------------------------------------------------|
 DV1221
 DV1221                          SUPERSEDED SURVEY CONTROL
 DV1221
 DV1221  NAD 83(1986)-  33 43 26.13337(N)    113 42 07.04757(W) AD(       ) 2
 DV1221  NAD 27      -  33 43 26.02100(N)    113 42 04.28900(W) AD(       ) 2
 DV1221  NGVD 29 (??/??/92)  466.594  (m)         1530.82   (f) ADJ UNCH    1 2
 DV1221
 DV1221.Superseded values are not recommended for survey control.
 DV1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1221.See file dsdata.txt to determine how the superseded data were derived.
 DV1221
 DV1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4964034825(NAD 83)
 DV1221_MARKER: DS = TRIANGULATION STATION DISK
 DV1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1221_STAMPING: HOPE 1948
 DV1221_MARK LOGO: CGS   
 DV1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1221+STABILITY: SURFACE MOTION
 DV1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1221+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1221
 DV1221  HISTORY     - Date     Condition        Report By
 DV1221  HISTORY     - 1948     MONUMENTED       CGS
 DV1221  HISTORY     - 1948     GOOD             CGS
 DV1221  HISTORY     - 1965     GOOD             CGS
 DV1221  HISTORY     - 1967     GOOD             AMS
 DV1221  HISTORY     - 1981     GOOD             NGS
 DV1221  HISTORY     - 1981     GOOD             NGS
 DV1221  HISTORY     - 1985     GOOD             AZDT
 DV1221  HISTORY     - 20010506 GOOD             NGS
 DV1221  HISTORY     - 20071019 GOOD             GEOCAC
 DV1221
 DV1221                          STATION DESCRIPTION
 DV1221
 DV1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1221'THE STATION IS LOCATED AT HOPE, ABOUT 165 PACES EAST OF CAFE
 DV1221'AND SERVICE STATION, 55 PACES NORTHEAST OF THE INTERSECTION
 DV1221'OF U.S. HIGHWAYS 60 AND 70 AND STATE HIGHWAY 72, 48 PACES
 DV1221'NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF
 DV1221'HIGHWAYS 60 AND 70, ABOUT 44 PACES EAST-SOUTHEAST OF A POWER
 DV1221'LINE POLE, ON THE HIGHEST PART OF A SMALL KNOLL, PROJECTS
 DV1221'3 INCHES AND IS STAMPED, HOPE 1948.
 DV1221'
 DV1221'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1221'THE STATION, 17 PACES SOUTHWEST OF A PALO VERDE TREE IN WASH,
 DV1221'PROJECTS 2 INCHES AND IS STAMPED, HOPE NO 1 1948.
 DV1221'
 DV1221'REFERENCE MARK NO. 2 A U.S.C. AND G. SURVEY BENCH MARK, IS
 DV1221'LOCATED IN THE SMALL ANGLE FORMED BY THE INTERSECTION OF HIGHWAYS,
 DV1221'IS APPROXIMATELY 5 FEET LOWER THAN THE STATION, 14 PACES
 DV1221'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 DV1221'STATE HIGHWAY 72, 16 PACES NORTH OF THE CENTER LINE OF HIGHWAYS
 DV1221'60 AND 70, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET EAST
 DV1221'OF A 4 INCH IRON PIPE, SET IN TOP OF AN 8 X 8 INCH CONCRETE
 DV1221'POST WHICH PROJECTS 5 INCHES AND IS STAMPED, J 30 1933
 DV1221'1521.401.
 DV1221'
 DV1221'THE AZIMUTH MARK IS LOCATED ALONG STATE HIGHWAY 72 AT MILEAGE
 DV1221'MARKER 49, 13 PACES SOUTHWEST OF AND APPROXIMATELY THE SAME
 DV1221'ELEVATION AS THE CENTER LINE OF HIGHWAY, 27 FEET NORTHWEST
 DV1221'OF CONCRETE MILEAGE MARKER, 1 FOOT SOUTH OF A 4 X 4 WITNESS
 DV1221'POST, PROJECTS 3 INCHES AND IS STAMPED, HOPE 1948.
 DV1221'
 DV1221'HOPE IS LOCATED 6.8 MILES WEST OF SALOME.
 DV1221
 DV1221                          STATION RECOVERY (1948)
 DV1221
 DV1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 DV1221'IN HOPE.
 DV1221'ABOUT 210 YARDS NORTHEAST OF STORE AND FILLING STATION, ABOUT 84 YARDS
 DV1221'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 72, ABOUT 60 YARDS
 DV1221'NORTHEAST OF THE CENTER LINE OF THE INTERSECTION OF STATE HIGHWAY 72
 DV1221'AND U.S. HIGHWAY 60-70, ABOUT 42 YARDS NORTH OF THE CENTER LINE OF
 DV1221'U.S. HIGHWAY 60-70, ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY, AND
 DV1221'6.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A
 DV1221'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 DV1221
 DV1221                          STATION RECOVERY (1965)
 DV1221
 DV1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAW)
 DV1221'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND USC AND
 DV1221'GS BENCH MARK J 30 1933 (R.M. 2) WERE RECOVERED, FOUND TO
 DV1221'BE IN GOOD CONDITION, AND AS DESCRIBED IN 1948.
 DV1221'
 DV1221'THE 1948 DESCRIPTION AND ROUTE FOR THE STATION WAS FOUND
 DV1221'TO BE ENTIRELY ADEQUATE.
 DV1221
 DV1221                          STATION RECOVERY (1967)
 DV1221
 DV1221'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DV1221'STATION RECOVERED IN GOOD CONDITION.  R.M. 1 AND R.M. 2
 DV1221'ALSO RECOVERED IN GOOD CONDITION.
 DV1221'
 DV1221'AZ MK WAS NOT RECOVERED.
 DV1221
 DV1221                          STATION RECOVERY (1981)
 DV1221
 DV1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1221'THE STATION AND RM 1 WERE FOUND AS DESCRIBED.
 DV1221'
 DV1221'RM 2 WAS NOT RECOVERED.
 DV1221
 DV1221                          STATION RECOVERY (1981)
 DV1221
 DV1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1221'RECOVERED IN GOOD CONDITION.
 DV1221
 DV1221                          STATION RECOVERY (1985)
 DV1221
 DV1221'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1221'THE STATION MARK, REFERENCE 1 AND THE AZMUTH MARK WERE RECOVERED IN
 DV1221'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND REFERENCE MARK
 DV1221'3 WAS ESTABLISHED AT THIS TIME.
 DV1221'
 DV1221'REFERENCE MARK 3 IS A NGS DISK STAMPED---HOPE NO 3 1948 1984---.  IT
 DV1221'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT INCH PROJECTS 4 INCHES.
 DV1221'
 DV1221'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1221'U.S. HIGHWAY 60 FOR 6.9 MILES TO THE STATION ON THE RIGHT AT MILE POST
 DV1221'49.65.  IT IS IN THE NORTHEAST CORNER OF THE JUNCTION OF U.S. 60 AND
 DV1221'S.R. 72.
 DV1221'
 DV1221'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL NORTHWEST ALONG
 DV1221'S.R. 72 FOR 0.95 MILE TO THE MARK ON THE LEFT AT MILE POST 49.
 DV1221
 DV1221                          STATION RECOVERY (2001)
 DV1221
 DV1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 DV1221'STATION, RM 1 AND RM 3 RECOVERED IN GOOD CONDITION.  US 60 IS NO
 DV1221'LONGER ALSO US 70.  THIS IS GRAVITY BASE STATION 'HOPE', DOD 3190-1,
 DV1221'IGB 12033 , GSS 120A64.
 DV1221
 DV1221                          STATION RECOVERY (2007)
 DV1221
 DV1221'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1221'RECOVERED STATION MARK, REFERENCE MARK 1, REFERENCE MARK 3 AND AZIMUTH
 DV1221'MARK IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE
 DV1221'DESCRIPTION - THE WITNESS POST WAS NOT FOUND, AND THE AZIMUTH MARK IS
 DV1221'4.0 FEET SOUTH OF A METAL WITNESS POST.
 DV1221' 
 DV1221'HANDHELD COORDINATES FOR THE AZIMUTH MARK
 DV1221'33 43 46.9 (N)   113 43 01.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1222 ***********************************************************************
 DV1222  DESIGNATION -  HOPE RM 1
 DV1222  PID         -  DV1222
 DV1222  STATE/COUNTY-  AZ/LA PAZ
 DV1222  USGS QUAD   -  HOPE (1990)
 DV1222
 DV1222                         *CURRENT SURVEY CONTROL
 DV1222  ___________________________________________________________________
 DV1222* NAD 83(1992)-  33 43 26.62789(N)    113 42 06.83648(W)     NO CHECK  
 DV1222* NAVD 88     -       467.149  (meters)    1532.64   (feet)  ADJUSTED  
 DV1222  ___________________________________________________________________
 DV1222  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 DV1222  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV1222  DYNAMIC HT  -         466.611 (meters)    1530.87  (feet)  COMP
 DV1222  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DV1222
 DV1222  HORZ ORDER  -  SECOND
 DV1222  VERT ORDER  -  FIRST     CLASS II
 DV1222
 DV1222.The horizontal coordinates were established by classical geodetic methods
 DV1222.and adjusted by the National Geodetic Survey in August 1993.
 DV1222.No horizontal observational check was made to the station.
 DV1222
 DV1222.The orthometric height was determined by differential leveling
 DV1222.and adjusted in June 1991.
 DV1222
 DV1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1222
 DV1222.The geoid height was determined by GEOID03.
 DV1222
 DV1222.The dynamic height is computed by dividing the NAVD 88
 DV1222.geopotential number by the normal gravity value computed on the
 DV1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1222.degrees latitude (g = 980.6199 gals.).
 DV1222
 DV1222.The modeled gravity was interpolated from observed gravity values.
 DV1222
 DV1222;                    North         East     Units Scale Factor Converg.
 DV1222;SPC AZ W     -   302,061.149   217,817.819   MT  0.99993358   +0 01 36.1
 DV1222;SPC AZ W     -   991,014.27    714,625.39   iFT  0.99993358   +0 01 36.1
 DV1222;SPC AZ C     -   303,481.395    47,906.514   MT  1.00023738   -0 59 28.9
 DV1222;SPC AZ C     -   995,673.87    157,173.60   iFT  1.00023738   -0 59 28.9
 DV1222;UTM  12      - 3,734,840.111   249,645.723   MT  1.00037276   -1 30 03.1
 DV1222
 DV1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1222!SPC AZ W     -   0.99993153  x   0.99993358  =   0.99986511
 DV1222!SPC AZ C     -   0.99993153  x   1.00023738  =   1.00016889
 DV1222!UTM  12      -   0.99993153  x   1.00037276  =   1.00030426
 DV1222
 DV1222                          SUPERSEDED SURVEY CONTROL
 DV1222
 DV1222  NAD 83(1986)-  33 43 26.62214(N)    113 42 06.84651(W) AD(       ) 2
 DV1222  NGVD 29 (??/??/92)  466.451  (m)         1530.35   (f) ADJ UNCH    1 2
 DV1222
 DV1222.Superseded values are not recommended for survey control.
 DV1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1222.See file dsdata.txt to determine how the superseded data were derived.
 DV1222
 DV1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4964634840(NAD 83)
 DV1222_MARKER: DR = REFERENCE MARK DISK
 DV1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1222_STAMPING: HOPE NO 1 1948
 DV1222_MARK LOGO: CGS   
 DV1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1222+STABILITY: SURFACE MOTION
 DV1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1222+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1222
 DV1222  HISTORY     - Date     Condition        Report By
 DV1222  HISTORY     - 1948     MONUMENTED       CGS
 DV1222  HISTORY     - 1981     GOOD             NGS
 DV1222  HISTORY     - 20010506 GOOD             NGS
 DV1222  HISTORY     - 20060219 GOOD             USPSQD
 DV1222  HISTORY     - 20071019 GOOD             GEOCAC
 DV1222
 DV1222                          STATION DESCRIPTION
 DV1222
 DV1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1222'IN HOPE.
 DV1222'ABOUT 94 YARDS NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 72, ABOUT
 DV1222'59 YARDS NORTH OF THE CENTER LINE OF U.S. HIGHWAY 60-70, 52 FEET NORTH
 DV1222'OF THE STATION, AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN THE TOP OF A
 DV1222'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 DV1222
 DV1222                          STATION RECOVERY (1981)
 DV1222
 DV1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1222'RECOVERED IN GOOD CONDITION.
 DV1222
 DV1222                          STATION RECOVERY (2001)
 DV1222
 DV1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 DV1222'US 60 IS NO LONGER ALSO US 70.
 DV1222
 DV1222                          STATION RECOVERY (2006)
 DV1222
 DV1222'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1222'RECOVERED IN GOOD CONDITION.
 DV1222
 DV1222                          STATION RECOVERY (2007)
 DV1222
 DV1222'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1061 ***********************************************************************
 CG1061  DESIGNATION -  HOPKINS
 CG1061  PID         -  CG1061
 CG1061  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1061  USGS QUAD   -  MT HOPKINS (1981)
 CG1061
 CG1061                         *CURRENT SURVEY CONTROL
 CG1061  ___________________________________________________________________
 CG1061* NAD 83(1992)-  31 41 03.35057(N)    110 52 41.04035(W)     ADJUSTED  
 CG1061* NAVD 88     -      2382.8    (meters)    7818.     (feet)  VERTCON   
 CG1061  ___________________________________________________________________
 CG1061  LAPLACE CORR-           8.81  (seconds)                    DEFLEC99
 CG1061  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CG1061  HORZ ORDER  -  FIRST
 CG1061
 CG1061.The horizontal coordinates were established by classical geodetic methods
 CG1061.and adjusted by the National Geodetic Survey in August 1993.
 CG1061
 CG1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1061
 CG1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1061
 CG1061.The geoid height was determined by GEOID03.
 CG1061
 CG1061;                    North         East     Units Scale Factor Converg.
 CG1061;SPC AZ C     -    76,329.230   311,827.973   MT  1.00001955   +0 32 44.0
 CG1061;SPC AZ C     -   250,423.98  1,023,057.65   iFT  1.00001955   +0 32 44.0
 CG1061;UTM  12      - 3,505,446.074   511,556.542   MT  0.99960165   +0 03 50.6
 CG1061
 CG1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1061!SPC AZ C     -   0.99963049  x   1.00001955  =   0.99965003
 CG1061!UTM  12      -   0.99963049  x   0.99960165  =   0.99923229
 CG1061
 CG1061|---------------------------------------------------------------------|
 CG1061| PID    Reference Object                     Distance      Geod. Az  |
 CG1061|                                                           dddmmss.s |
 CG1061| CC6698 HOPKINS RM 1                          4.405 METERS 11848     |
 CG1061| CG1060 MARK NW COR BLDG                      2.633 METERS 18921     |
 CG1061| CC6699 HOPKINS RM 2                          2.420 METERS 20301     |
 CG1061| CC6697 HOPKINS AZ MK                                      3395501.8 |
 CG1061|---------------------------------------------------------------------|
 CG1061
 CG1061                          SUPERSEDED SURVEY CONTROL
 CG1061
 CG1061  NAD 83(1986)-  31 41 03.34446(N)    110 52 41.03755(W) AD(       ) 1
 CG1061  NAD 27      -  31 41 03.01310(N)    110 52 38.72385(W) AD(       ) 1
 CG1061  NGVD 29 (07/19/86) 2381.8    (m)         7814.     (f) VERT ANG    3  
 CG1061
 CG1061.Superseded values are not recommended for survey control.
 CG1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1061.See file dsdata.txt to determine how the superseded data were derived.
 CG1061
 CG1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1155705446(NAD 83)
 CG1061_MARKER: DS = TRIANGULATION STATION DISK
 CG1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1061+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CG1061
 CG1061  HISTORY     - Date     Condition        Report By
 CG1061  HISTORY     - 1970     MONUMENTED       NGS
 CG1061  HISTORY     - 1986     GOOD
 CG1061
 CG1061                          STATION DESCRIPTION
 CG1061
 CG1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG1061'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF SAHUARITA, 11 MILES
 CG1061'EAST OF AMADO, ABOUT 1/2 MILE SOUTHEAST OF THE HIGHEST POINT OF MT.
 CG1061'HOPKINS AND ON KNOLL NUMBER 3 OF THE SMITHSONIAN ASTRO PHYSICAL
 CG1061'OBSERVATORY.
 CG1061'
 CG1061'TO REACH THE STATION FROM THE POST OFFICE IN AMADO GO SOUTH ON U. S.
 CG1061'HIGHWAY 89 AND STATE HIGHWAY 93 FOR 1.2 MILES TO A SIDE ROAD LEFT.
 CG1061'TURN LEFT AND GO EAST FOR 0.05 MILE TO THE SMITHSONIAN INSTIUTE
 CG1061'OFFICE ON THE LEFT.  CONTINUE EASTERLY ON THE GRADED ROAD FOR 0.9
 CG1061'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTHERLY ON THE
 CG1061'GRADED ROAD FOR 0.25 MILE TO A RAILROAD CROSSING.  TURN LEFT,
 CG1061'CROSSING THE TRACKS, AND GO EASTERLY ON THE GRADED ROAD FOR 0.3 MILE
 CG1061'TO A CATTLE GUARD.  CROSS OVER THE CATTGLE GUARD AND CONTINUE
 CG1061'EASTERLY ON THE GRADED ROAD FOR 4.7 MILES TO A FORK AND SIGN AGUA
 CG1061'CALINTE.  TAKE THE LEFT FORK AND GO SOUTHERLY ON THE GRADED ROAD
 CG1061'FOR 0.4 MILE TO A FORK AND SIGN SMITHSONIAN INSTITUTE.  TAKE
 CG1061'THE RIGHT FORK AND GO EASTERLY ON THE GRADED ROAD FOR 11.85 MILES
 CG1061'TO A SADDLE NEAR THE TOP OF THE MOUNTAIN AND A FORK.  (TO REACH THE
 CG1061'AZIMUTH MARK, TAKE THE LEFT FORK FOR 0.05 MILE TO A PIPE GATE AND
 CG1061'THE MARK ON THE LEFT.) TAKE THE RIGHT FORK AND GO EASTERLY UP
 CG1061'HILL FOR 0.25 MILE TO THE SMITHSONIAN ASTRO PHYSICAL
 CG1061'OBSERVATORY AND THE STATION.
 CG1061'
 CG1061'THE STATION MARK IS A STANDARD DISK STAMPED HOPKINS 1970, SET IN THE
 CG1061'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CG1061'GROUND SURFACE.  IT IS 14.5 FEET WEST-NORTHWEST OF THE EAST EDGE OF
 CG1061'THE CONCRETE WALL AND 7.5 FEET NORTH-NORTHEAST OF THE WEST EDGE OF
 CG1061'THE CONCRETE WALL.  AN UNDERGROUND DISK WAS SET.
 CG1061'
 CG1061'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOPKINS NO 1 1970,
 CG1061'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE WALL.
 CG1061'IT IS 0.5 FOOT WEST OF THE EAST EDGE OF THE CONCRETE WALL AND 2.6
 CG1061'FEET ABOVE THE GROUND SURFACE.
 CG1061'
 CG1061'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOPKINS NO 2 1970,
 CG1061'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE WALL.
 CG1061'IT IS 0.5 FOOT EAST OF THE WEST EDGE OF THE CONCRETE WALL AND 2.6
 CG1061'FEET ABOVE THE GROUND SURFACE.
 CG1061'
 CG1061'MARK NW COR BLDG IS A BRONZE DISK, UNSTAMPED, CEMENTED IN A DRILL
 CG1061'HOLE IN THE NORTHWEST CORNER OF THE SMITHSONIAN ASTRO PHYSICAL
 CG1061'OBSERVING STATION BUILDING.  IT IS 1 FOOT SOUTH OF THE NORTH WALL,
 CG1061'1 FOOT EAST OF THE WEST WALL AND FLUSH WITH THE FLOOR.
 CG1061'
 CG1061'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOPKINS 1970, CEMENTED IN
 CG1061'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 44.5 FEET NORTHWEST OF
 CG1061'THE EAST GATE POST OF A PIPE GATE, 7 FEET WEST OF THE CENTER OF THE
 CG1061'BLADED ROAD AND 1 FOOT HIGHER THAN THE ROAD.
 CG1061'
 CG1061'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 CG1061
 CG1061                          STATION RECOVERY (1986)
 CG1061
 CG1061'RECOVERED 1986
 CG1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0587 ***********************************************************************
 DV0587  DESIGNATION -  HOPS RM 1
 DV0587  PID         -  DV0587
 DV0587  STATE/COUNTY-  AZ/MARICOPA
 DV0587  USGS QUAD   -  FOWLER (1982)
 DV0587
 DV0587                         *CURRENT SURVEY CONTROL
 DV0587  ___________________________________________________________________
 DV0587* NAD 83(1986)-  33 27 33.     (N)    112 10 09.     (W)     SCALED    
 DV0587* NAVD 88     -       325.76   (+/-2cm)    1068.8    (feet)  VERTCON   
 DV0587  ___________________________________________________________________
 DV0587  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0587
 DV0587.The horizontal coordinates were scaled from a topographic map and have
 DV0587.an estimated accuracy of +/- 6 seconds.
 DV0587
 DV0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0587.The vertical order pertains to the NGVD 29 superseded value.
 DV0587
 DV0587.The geoid height was determined by GEOID03.
 DV0587
 DV0587;                    North         East    Units  Estimated Accuracy
 DV0587;SPC AZ C     -   272,700.      189,890.      MT  (+/- 180 meters Scaled)
 DV0587
 DV0587                          SUPERSEDED SURVEY CONTROL
 DV0587
 DV0587  NGVD 29 (??/??/92)  325.132  (m)         1066.70   (f) ADJ UNCH    2 0
 DV0587
 DV0587.Superseded values are not recommended for survey control.
 DV0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0587.See file dsdata.txt to determine how the superseded data were derived.
 DV0587
 DV0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC913028(NAD 83)
 DV0587_MARKER: DR = REFERENCE MARK DISK
 DV0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0587_STAMPING: HOPS NO 1 1963
 DV0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0587+STABILITY: SURFACE MOTION
 DV0587
 DV0587  HISTORY     - Date     Condition        Report By
 DV0587  HISTORY     - 1963     MONUMENTED       CGS
 DV0587  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0587
 DV0587                          STATION DESCRIPTION
 DV0587
 DV0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0587'IN PHOENIX.
 DV0587'1.05 MILES NORTH ALONG 51ST AVENUE FROM THE SOTUHERN PACIFIC CO.
 DV0587'RAILROAD CROSSING OF 51ST AVENUE, 38.6 FEET NORTH OF TRAVERSE STATION
 DV0587'HOPS, 38.6 FEET NORTH OF A METAL WITNESS POST, 40 FEET EAST OF THE
 DV0587'CENTER OF 51ST AVENUE, 42.5 FEET NORTH OF A POWER POLE NO. 58, 2 FEET
 DV0587'WEST OF A FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DV0587'GROUND.
 DV0587
 DV0587                          STATION RECOVERY (2007)
 DV0587
 DV0587'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0588 ***********************************************************************
 DV0588  DESIGNATION -  HOPS RM 2
 DV0588  PID         -  DV0588
 DV0588  STATE/COUNTY-  AZ/MARICOPA
 DV0588  USGS QUAD   -  FOWLER (1982)
 DV0588
 DV0588                         *CURRENT SURVEY CONTROL
 DV0588  ___________________________________________________________________
 DV0588* NAD 83(1986)-  33 27 33.     (N)    112 10 09.     (W)     SCALED    
 DV0588* NAVD 88     -       325.78   (+/-2cm)    1068.8    (feet)  VERTCON   
 DV0588  ___________________________________________________________________
 DV0588  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0588
 DV0588.The horizontal coordinates were scaled from a topographic map and have
 DV0588.an estimated accuracy of +/- 6 seconds.
 DV0588
 DV0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0588.The vertical order pertains to the NGVD 29 superseded value.
 DV0588
 DV0588.The geoid height was determined by GEOID03.
 DV0588
 DV0588;                    North         East    Units  Estimated Accuracy
 DV0588;SPC AZ C     -   272,700.      189,890.      MT  (+/- 180 meters Scaled)
 DV0588
 DV0588                          SUPERSEDED SURVEY CONTROL
 DV0588
 DV0588  NGVD 29 (??/??/92)  325.157  (m)         1066.79   (f) ADJ UNCH    2 0
 DV0588
 DV0588.Superseded values are not recommended for survey control.
 DV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0588.See file dsdata.txt to determine how the superseded data were derived.
 DV0588
 DV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC913028(NAD 83)
 DV0588_MARKER: DR = REFERENCE MARK DISK
 DV0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0588_STAMPING: HOPS NO 2 1963
 DV0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0588+STABILITY: SURFACE MOTION
 DV0588
 DV0588  HISTORY     - Date     Condition        Report By
 DV0588  HISTORY     - 1963     MONUMENTED       CGS
 DV0588  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0588
 DV0588                          STATION DESCRIPTION
 DV0588
 DV0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0588'IN PHOENIX.
 DV0588'1.05 MILES NORTH ALONG 51ST FROM THE SOUTHERN PACIFIC CO. RAILROAD
 DV0588'CROSSING OF 51ST AVENUE, 38.1 FEET SOUTH OF TRAVERSE STATION HOPS,
 DV0588'37.6 FEET SOUTH OF A METAL WITNESS POST, 48 FEET EAST OF THE CENTER OF
 DV0588'51ST AVENUE, 33.5 FEET SOUTH OF POWER POLE NO. 58, 2 FEET WEST OF A
 DV0588'FENCE, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0588
 DV0588                          STATION RECOVERY (2007)
 DV0588
 DV0588'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1891 ***********************************************************************
 DV1891  DESIGNATION -  HORN
 DV1891  PID         -  DV1891
 DV1891  STATE/COUNTY-  AZ/MARICOPA
 DV1891  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1891
 DV1891                         *CURRENT SURVEY CONTROL
 DV1891  ___________________________________________________________________
 DV1891* NAD 83(1992)-  33 36 25.50173(N)    113 00 04.93855(W)     ADJUSTED  
 DV1891* NAVD 88     -       492.4    (meters)    1615.     (feet)  VERTCON   
 DV1891  ___________________________________________________________________
 DV1891  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DV1891  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV1891  HORZ ORDER  -  SECOND
 DV1891
 DV1891.The horizontal coordinates were established by classical geodetic methods
 DV1891.and adjusted by the National Geodetic Survey in August 1993.
 DV1891
 DV1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1891
 DV1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1891
 DV1891.The geoid height was determined by GEOID03.
 DV1891
 DV1891;                    North         East     Units Scale Factor Converg.
 DV1891;SPC AZ C     -   289,603.832   112,698.437   MT  1.00002488   -0 36 01.5
 DV1891;SPC AZ C     -   950,143.81    369,745.53   iFT  1.00002488   -0 36 01.5
 DV1891;UTM  12      - 3,720,387.032   314,316.302   MT  1.00002508   -1 06 29.0
 DV1891
 DV1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1891!SPC AZ C     -   0.99992753  x   1.00002488  =   0.99995240
 DV1891!UTM  12      -   0.99992753  x   1.00002508  =   0.99995260
 DV1891
 DV1891|---------------------------------------------------------------------|
 DV1891| PID    Reference Object                     Distance      Geod. Az  |
 DV1891|                                                           dddmmss.s |
 DV1891| CH2511 HORN RM 1                            12.482 METERS 07833     |
 DV1891| DV2162 LOS ANGELES PHOENIX AWY BCN 31      APPROX.18.8 KM 1315000.4 |
 DV1891| CH2512 HORN RM 2                            16.402 METERS 18834     |
 DV1891| DV1893 BIG HORN PEAK                       APPROX.13.7 KM 2712700.9 |
 DV1891| DV1887 WHITE CLIFF MOUNTAIN                APPROX. 9.2 KM 3292946.8 |
 DV1891| CH2510 HORN AZ MK                                         3325109.5 |
 DV1891|---------------------------------------------------------------------|
 DV1891
 DV1891                          SUPERSEDED SURVEY CONTROL
 DV1891
 DV1891  NAD 83(1986)-  33 36 25.49503(N)    113 00 04.94472(W) AD(       ) 2
 DV1891  NAD 27      -  33 36 25.36000(N)    113 00 02.28500(W) AD(       ) 2
 DV1891  NGVD 29 (07/19/86)  491.7    (m)         1613.     (f) VERT ANG    3  
 DV1891
 DV1891.Superseded values are not recommended for survey control.
 DV1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1891.See file dsdata.txt to determine how the superseded data were derived.
 DV1891
 DV1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1431620387(NAD 83)
 DV1891_MARKER: DS = TRIANGULATION STATION DISK
 DV1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1891
 DV1891  HISTORY     - Date     Condition        Report By
 DV1891  HISTORY     - 1948     MONUMENTED       CGS
 DV1891  HISTORY     - 1967     GOOD             AMS
 DV1891
 DV1891                          STATION DESCRIPTION
 DV1891
 DV1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1891'THE STATION IS LOCATED ABOUT 8.5 MILES AIRLINE NORTHWEST
 DV1891'OF TONOPAH, ABOUT 8.5 MILES AIRLINE EAST OF BIG HORN PEAK,
 DV1891'ON THE SLOPE OF THE OPEN DESERT AS IT RISES GRADUALLY TO
 DV1891'THE NORTH TOWARD THE BASE OF THE MOUNTAINS, 112 PACES WEST
 DV1891'OF AND SLIGHTLY HIGHER THAN THE CENTER-LINE OF BLADED ROAD,
 DV1891'11 PACES WEST OF AN 8 INCH PALO VERDE TREE, 15 FEET SOUTHWEST
 DV1891'OF A 4 X 4 WITNESS POST, PROJECTS 6 INCHES AND IS STAMPED,
 DV1891'HORN 1948.
 DV1891'
 DV1891'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV1891'AS THE STATION, PROJECTS 4 INCHES AND IS STAMPED, HORN NO 1 1948.
 DV1891'
 DV1891'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1891'THE STATION, 15 PACES SOUTH OF AN 8 INCH PALO VERDE TREE,
 DV1891'9 PACES NORTHEAST OF A LARGE SAHUARA CACTUS, PROJECTS 5
 DV1891'INCHES AND IS STAMPED, HORN NO 2 1948.
 DV1891'
 DV1891'THE AZIMUTH MARK IS LOCATED ON THE SOUTH END OF A LOW, BLACK,
 DV1891'ROCKY KNOLL, 22 PACES WEST OF AND APPROXIMATELY 2 FEET HIGHER
 DV1891'THAN THE CENTERLINE OF BLADED ROAD, 3 FEET NORTH OF A 4 X 4
 DV1891'WITNESS POST IN CAIRN, PROJECTS 2 FEET AND IS STAMPED, HORN 1948.
 DV1891'
 DV1891'TO REACH FROM THE SHELL SERVICE STATION AT THE CROSSROAD
 DV1891'IN TONOPAH.  GO WEST FOR 0.3 MILE TO A BLADED ROAD ON RIGHT
 DV1891'AND A HOUSE WITH WINDMILL ON THE SOUTH SIDE OF ROAD.  TURN
 DV1891'RIGHT (N) AND FOLLOW BLADED ROAD FOR 7.7 MILES TO A DEEP
 DV1891'WASH.  CROSS WASH BY DETOURING TO THE LEFT A SHORT DISTANCE
 DV1891'AND CONTINUE ON THE BLADED ROAD FOR 1.35 MILE TO A VERY SLIGHT
 DV1891'DIP IN ROAD.  AT THIS POINT TURN LEFT (W) ACROSS COUNTRY FOR
 DV1891'0.07 MILE OR 112 PACES TO THE STATION SITE AS DESCRIBED ABOVE.
 DV1891'A DRIVE STATION.
 DV1891
 DV1891                          STATION RECOVERY (1967)
 DV1891
 DV1891'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (MGJ)
 DV1891'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK
 DV1891'WERE RECOVERED AS DESCRIBED.  REVISED TO REACH DESCRIPTION FOLLOWS.
 DV1891'TO REACH FROM THE POST OFFICE IN TONOPAH, GO WEST FOR 0.75
 DV1891'MILES TO A T-ROAD RIGHT (NORTH).  TURN RIGHT AND FOLLOW ROAD
 DV1891'NORTH FOR 1.40 MILES TO A TRAIL NORTHWEST.  TURN NORTHWEST AND
 DV1891'FOLLOW TRAIL 0.35 MILES TO A TRAIL FORK.  TAKE RIGHT FORK
 DV1891'AND CONTINUE FOR 3.90 MILES TO A FENCE.  CONTINUE NORTHERLY
 DV1891'FOR 2.80 MILES TO A SHALLOW DRAIN CROSSING.  AT THIS POINT
 DV1891'TURN LEFT (WEST) CROSS COUNTRY FOR 0.07 MILES OR 112 PACES
 DV1891'TO THE STATION SITE AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV1891'
 DV1891'TO REACH AZIMUTH MARK FROM SHALLOW DRAIN CROSSING.  CONTINUE
 DV1891'NORTHWEST FOR 0.20 MILES TO A FENCE.  CONTINUE 0.10 MILES
 DV1891'TO AZIMUTH MARK AS DESCRIBED.
 DV1891'
 DV1891'CHECK DISTANCES TO R.M.S NO. 1 AND NO. 2 R.M. NO.1 PU
 DV1891'DIST. = 12.482 M. CHECK = 12.482 M.  R.M. NO. 2 PUB. DIST. = 16.40
 DV1891'M. CHECK = 16.402 M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7983 ***********************************************************************
 DK7983  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7983  DESIGNATION -  HORN2
 DK7983  PID         -  DK7983
 DK7983  STATE/COUNTY-  AZ/GILA
 DK7983  USGS QUAD   -  GLOBE (1982)
 DK7983
 DK7983                         *CURRENT SURVEY CONTROL
 DK7983  ___________________________________________________________________
 DK7983* NAD 83(2007)-  33 23 35.98537(N)    110 47 23.03592(W)     ADJUSTED  
 DK7983* NAVD 88     -      1122.44   (meters)    3682.5    (feet)  GPS OBS   
 DK7983  ___________________________________________________________________
 DK7983  EPOCH DATE  -        2007.00
 DK7983  X           -  -1,892,361.256 (meters)                     COMP
 DK7983  Y           -  -4,984,366.744 (meters)                     COMP
 DK7983  Z           -   3,491,065.163 (meters)                     COMP
 DK7983  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DK7983  ELLIP HEIGHT-        1095.133 (meters)          (01/09/09) ADJUSTED
 DK7983  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DK7983  HORZ ORDER  -  B
 DK7983  ELLP ORDER  -  FOURTH    CLASS II
 DK7983
 DK7983.The horizontal coordinates were established by GPS observations
 DK7983.and adjusted by the National Geodetic Survey in January 2009.
 DK7983
 DK7983.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7983.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7983.The horizontal coordinates are valid at the epoch date displayed above.
 DK7983.The epoch date for horizontal control is a decimal equivalence
 DK7983.of Year/Month/Day.
 DK7983
 DK7983.The orthometric height was determined by GPS observations and a
 DK7983.high-resolution geoid model.
 DK7983.The orthometric height was determined by GPS observations and a
 DK7983.high-resolution geoid model using precise GPS observation and
 DK7983.processing techniques.
 DK7983
 DK7983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7983
 DK7983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7983
 DK7983.The ellipsoidal height was determined by GPS observations
 DK7983.and is referenced to NAD 83.
 DK7983
 DK7983.The geoid height was determined by GEOID03.
 DK7983
 DK7983;                    North         East     Units Scale Factor Converg.
 DK7983;SPC AZ E     -   265,543.990   155,397.597   MT  0.99994141   -0 20 34.6
 DK7983;SPC AZ E     -   871,207.32    509,834.64   iFT  0.99994141   -0 20 34.6
 DK7983;UTM  12      - 3,694,912.591   519,554.742   MT  0.99960471   +0 06 56.6
 DK7983
 DK7983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7983!SPC AZ E     -   0.99982810  x   0.99994141  =   0.99976952
 DK7983!UTM  12      -   0.99982810  x   0.99960471  =   0.99943288
 DK7983
 DK7983                          SUPERSEDED SURVEY CONTROL
 DK7983
 DK7983.No superseded survey control is available for this station.
 DK7983
 DK7983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1955594913(NAD 83)
 DK7983_MARKER: F = FLANGE-ENCASED ROD
 DK7983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7983_STAMPING: HORN2
 DK7983_MARK LOGO: NGS   
 DK7983_PROJECTION: RECESSED 15 CENTIMETERS
 DK7983_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7983+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7983_ROD/PIPE-DEPTH:  3.0 meters
 DK7983_SLEEVE-DEPTH  :  0.9 meters
 DK7983
 DK7983  HISTORY     - Date     Condition        Report By
 DK7983  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7983
 DK7983                          STATION DESCRIPTION
 DK7983
 DK7983'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7983'FROM THE COURTHOUSE IN GLOBE, ARIZONA TRAVEL WEST ON U.S. 60 FOR 1.0
 DK7983'MI.  TO THE INTERSECTION OF MAPLE LEFT ON MAPLE RIGHT AT STOP SIGN
 DK7983'STAYING ON MAPLE 0.1MI TO TREMONT RIGHT ON TREMONT 0.1MI TO LIPTON
 DK7983'RIGHT ON LIPTON TO THE INTERSECTION OF LIPTON AND FAIRVIEW.  MONUMENT
 DK7983'IS STAINLESS STEEL ROD IN HAND HOLE DOWN THE POINT 200 FT (61.0 M)
 DK7983'BETWEEN THE CONCRETE PADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2155 ***********************************************************************
 DU2155  DESIGNATION -  HORNE
 DU2155  PID         -  DU2155
 DU2155  STATE/COUNTY-  AZ/MARICOPA
 DU2155  USGS QUAD   -  MESA (1982)
 DU2155
 DU2155                         *CURRENT SURVEY CONTROL
 DU2155  ___________________________________________________________________
 DU2155* NAD 83(1992)-  33 22 56.74324(N)    111 48 51.11021(W)     ADJUSTED  
 DU2155* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 DU2155  ___________________________________________________________________
 DU2155  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DU2155  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU2155  HORZ ORDER  -  SECOND
 DU2155
 DU2155.The horizontal coordinates were established by classical geodetic methods
 DU2155.and adjusted by the National Geodetic Survey in August 1993.
 DU2155
 DU2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2155
 DU2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2155
 DU2155.The geoid height was determined by GEOID03.
 DU2155
 DU2155;                    North         East     Units Scale Factor Converg.
 DU2155;SPC AZ C     -   264,166.340   222,893.617   MT  0.99990112   +0 03 23.0
 DU2155;SPC AZ C     -   866,687.47    731,278.27   iFT  0.99990112   +0 03 23.0
 DU2155;UTM  12      - 3,693,980.403   424,269.889   MT  0.99967071   -0 26 52.8
 DU2155
 DU2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2155!SPC AZ C     -   0.99994632  x   0.99990112  =   0.99984744
 DU2155!UTM  12      -   0.99994632  x   0.99967071  =   0.99961704
 DU2155
 DU2155|---------------------------------------------------------------------|
 DU2155| PID    Reference Object                     Distance      Geod. Az  |
 DU2155|                                                           dddmmss.s |
 DU2155| CH5304 HORNE RM 1                           13.511 METERS 00124     |
 DU2155| CH5305 HORNE RM 2                           13.618 METERS 17933     |
 DU2155| DU1679 IRON                                APPROX. 2.0 KM 2794853.9 |
 DU2155|---------------------------------------------------------------------|
 DU2155
 DU2155                          SUPERSEDED SURVEY CONTROL
 DU2155
 DU2155  NAD 83(1986)-  33 22 56.73760(N)    111 48 51.11456(W) AD(       ) 2
 DU2155  NAD 27      -  33 22 56.56547(N)    111 48 48.60788(W) AD(       ) 2
 DU2155  NGVD 29 (07/19/86)  371.2    (m)         1218.     (f) VERT ANG    3  
 DU2155
 DU2155.Superseded values are not recommended for survey control.
 DU2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2155.See file dsdata.txt to determine how the superseded data were derived.
 DU2155
 DU2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2427093980(NAD 83)
 DU2155_MARKER: DD = SURVEY DISK
 DU2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2155
 DU2155  HISTORY     - Date     Condition        Report By
 DU2155  HISTORY     - 1974     MONUMENTED       AZDT
 DU2155  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 DU2155
 DU2155                          STATION DESCRIPTION
 DU2155
 DU2155'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2155'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF MESA AND 6
 DU2155'MILES NORTHEAST OF CHANDLER.  THE STATION IS ON THE EAST SIDE
 DU2155'OF HORNE ROAD (GRAVEL) AND ON EAST SIDE OF AN IRRIGATION DITCH.
 DU2155'
 DU2155'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED HORNE
 DU2155'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT
 DU2155'PROJECTING 0.2 FEET.  THE MARK IS 24.5 FEET EAST OF CENTERLINE
 DU2155'OF HORNE ROAD, 8.0 FEET EAST OF A 5 FOOT DEEP IRRIGATION DITCH,
 DU2155'AND 2.0 FEET WEST OF A WITNESS POST.
 DU2155'
 DU2155'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED HORNE
 DU2155'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU2155'LEVEL WITH THE GROUND.  THE MARK IS 25.5 FEET EAST OF CENTERLINE
 DU2155'OF HORNE ROAD 8.0 FEET EAST OF AN IRRIGATION DITCH AND 1.7 FEET
 DU2155'WEST OF A WITNESS POST.
 DU2155'
 DU2155'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED HORNE
 DU2155'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU2155'PROJECTING 0.3 FEET.  THE MARK IS 25.5 FEET EAST OF CENTERLINE
 DU2155'OF HORNE ROAD, 8.0 FEET EAST OF AN IRRIGATION DITCH AND 1.5
 DU2155'FEET WEST OF A WITNESS POST.
 DU2155'
 DU2155'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60-80-89 AND
 DU2155'STATE ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5
 DU2155'MILES TO BASELINE ROAD, TURN LEFT (EAST) ON BASELINE ROAD FOR
 DU2155'1.5 MILES TO HORNE ROAD NORTH, TURN LEFT (NORTH) FOR 0.24 MILES
 DU2155'TO STATION ON THE RIGHT (EAST) ON THE EAST BANK OF A 5 FOOT
 DU2155'DEEP IRRIGATION DITCH.
 DU2155'
 DU2155'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2155
 DU2155                          STATION RECOVERY (2005)
 DU2155
 DU2155'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2155'HORN ROAD IS NOW PAVED, AND THE DRAINAGE DITCH TO THE EAST APPEARS TO
 DU2155'HAVE BEEN COVERED OVER. THERE IS A SMALLER DRAINAGE DITCH TO THE WEST
 DU2155'SIDE OF HORN, AND POTENTIALLY THE REMAINS OF A LARGER DITCH TO THE
 DU2155'EAST SIDE, HOWEVER THE AREA TO THE EAST COULD JUST BE A RAIN RETENTION
 DU2155'BASIN WHICH IS COMMON IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1890 ***********************************************************************
 DU1890  DESIGNATION -  HORRELL RESET
 DU1890  PID         -  DU1890
 DU1890  STATE/COUNTY-  AZ/GILA
 DU1890  USGS QUAD   -  HAUNTED CANYON (1948)
 DU1890
 DU1890                         *CURRENT SURVEY CONTROL
 DU1890  ___________________________________________________________________
 DU1890* NAD 83(1992)-  33 29 17.81876(N)    111 01 06.92359(W)     ADJUSTED  
 DU1890* NAVD 88     -      1169.5    (meters)    3837.     (feet)  VERTCON   
 DU1890  ___________________________________________________________________
 DU1890  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DU1890  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DU1890  HORZ ORDER  -  THIRD
 DU1890
 DU1890.The horizontal coordinates were established by classical geodetic methods
 DU1890.and adjusted by the National Geodetic Survey in August 1993.
 DU1890
 DU1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1890
 DU1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1890
 DU1890.The geoid height was determined by GEOID03.
 DU1890
 DU1890;                    North         East     Units Scale Factor Converg.
 DU1890;SPC AZ E     -   276,225.775   134,193.231   MT  0.99997724   -0 28 12.3
 DU1890;SPC AZ E     -   906,252.54    440,266.51   iFT  0.99997724   -0 28 12.3
 DU1890;UTM  12      - 3,705,420.323   498,273.039   MT  0.99960004   -0 00 36.9
 DU1890
 DU1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1890!SPC AZ E     -   0.99982079  x   0.99997724  =   0.99979803
 DU1890!UTM  12      -   0.99982079  x   0.99960004  =   0.99942090
 DU1890
 DU1890:                Primary Azimuth Mark                     Grid Az
 DU1890:SPC AZ E     -  CONE                                     146 10 12.3
 DU1890:UTM  12      -  CONE                                     145 42 36.9
 DU1890
 DU1890|---------------------------------------------------------------------|
 DU1890| PID    Reference Object                     Distance      Geod. Az  |
 DU1890|                                                           dddmmss.s |
 DU1890| DU1885 CONE                                APPROX. 7.6 KM 1454200.0 |
 DU1890|---------------------------------------------------------------------|
 DU1890
 DU1890                          SUPERSEDED SURVEY CONTROL
 DU1890
 DU1890  NAD 83(1986)-  33 29 17.81508(N)    111 01 06.92467(W) AD(       ) 3
 DU1890  NGVD 29 (09/20/88) 1168.9    (m)         3835.     (f) VERT ANG    3  
 DU1890
 DU1890.Superseded values are not recommended for survey control.
 DU1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1890.See file dsdata.txt to determine how the superseded data were derived.
 DU1890
 DU1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9827305420(NAD 83)
 DU1890_MARKER: DD = SURVEY DISK
 DU1890_SETTING: 0 = UNSPECIFIED SETTING
 DU1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1890
 DU1890  HISTORY     - Date     Condition        Report By
 DU1890  HISTORY     - 1946     MONUMENTED       USGS
 DU1890
 DU1890                          STATION DESCRIPTION
 DU1890
 DU1890'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1890'LOCATED ABOUT 2 MI NW. OF HORRELL RANCH HOUSE, ON WEST SIDE OF
 DU1890'PINTO CREEK ABOUT 0.5 MI N. OF MAIN WASH WHICH EMPTIES INTO PINTO
 DU1890'CREEK OPPOSITE HORRELLS, NEAR SOUTH END OF HIGHEST PART OF
 DU1890'ROUNDED RIDGE WHICH RUNS IN N.-S. DIRECTION, 168.6 FT. N. OF
 DU1890'GATEPOST AT ANGLE IN FENCE, 37 FT. E. OF FENCE LINE AT RIGHT
 DU1890'ANGLE, IN MIDST OF NUMEROUS, SMALL, LIMESTONE OUTCROPS.
 DU1890'
 DU1890'TO REACH FROM HORRELL RANCH HOUSE, GO THROUGH CORRAL AND ACROSS
 DU1890'PINTO CREEK.  GO UP MAIN WASH 1.9 MI TO PROMINENT, ROCKY POINT
 DU1890'BETWEEN DRAIN FORKS AT SOUTH END OF ROUNDED RIDGE.  CLIMB ABOUT
 DU1890'0.5 MI N. UP RIDGE TO HIGHEST PART AND STATION.
 DU1890'
 DU1890'STATION MARK--BLACK AND WHITE FLAGS ON CENTURY PLANT SEED STALK
 DU1890'SURROUNDED BY CAIRN.
 DU1890'
 DU1890'RECOVERED.  STATION MARK REPLACED WITH TABLET.
 DU1890'
 DU1890'STATION MARK--STANDARD TABLET STAMPED---HORRELL 1946---, CEMENTED
 DU1890'IN ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1459 ***********************************************************************
 DA1459  DESIGNATION -  HORSE
 DA1459  PID         -  DA1459
 DA1459  STATE/COUNTY-  AZ/MARICOPA
 DA1459  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA1459
 DA1459                         *CURRENT SURVEY CONTROL
 DA1459  ___________________________________________________________________
 DA1459* NAD 83(1992)-  32 50 50.20869(N)    112 20 18.53966(W)     ADJUSTED  
 DA1459* NAVD 88     -       583.5    (meters)    1914.     (feet)  VERTCON   
 DA1459  ___________________________________________________________________
 DA1459  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DA1459  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA1459  HORZ ORDER  -  FIRST
 DA1459
 DA1459.The horizontal coordinates were established by classical geodetic methods
 DA1459.and adjusted by the National Geodetic Survey in August 1993.
 DA1459
 DA1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1459
 DA1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1459
 DA1459.The geoid height was determined by GEOID03.
 DA1459
 DA1459;                    North         East     Units Scale Factor Converg.
 DA1459;SPC AZ C     -   204,894.971   173,875.913   MT  0.99991922   -0 13 43.7
 DA1459;SPC AZ C     -   672,227.60    570,459.03   iFT  0.99991922   -0 13 43.7
 DA1459;UTM  12      - 3,635,150.262   374,744.779   MT  0.99979345   -0 43 33.9
 DA1459
 DA1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1459!SPC AZ C     -   0.99991320  x   0.99991922  =   0.99983243
 DA1459!UTM  12      -   0.99991320  x   0.99979345  =   0.99970667
 DA1459
 DA1459|---------------------------------------------------------------------|
 DA1459| PID    Reference Object                     Distance      Geod. Az  |
 DA1459|                                                           dddmmss.s |
 DA1459| CH5306 HORSE RM 1                           15.582 METERS 01343     |
 DA1459| DA0114 FREE                                APPROX. 1.5 KM 0875820.2 |
 DA1459| CH5307 HORSE RM 2                           16.449 METERS 28108     |
 DA1459|---------------------------------------------------------------------|
 DA1459
 DA1459                          SUPERSEDED SURVEY CONTROL
 DA1459
 DA1459  NAD 83(1986)-  32 50 50.19940(N)    112 20 18.54224(W) AD(       ) 1
 DA1459  NAD 27      -  32 50 50.03578(N)    112 20 16.01480(W) AD(       ) 1
 DA1459  NGVD 29 (07/19/86)  582.8    (m)         1912.     (f) VERT ANG    3  
 DA1459
 DA1459.Superseded values are not recommended for survey control.
 DA1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1459.See file dsdata.txt to determine how the superseded data were derived.
 DA1459
 DA1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7474535150(NAD 83)
 DA1459_MARKER: DS = TRIANGULATION STATION DISK
 DA1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1459+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 DA1459
 DA1459  HISTORY     - Date     Condition        Report By
 DA1459  HISTORY     - 1971     MONUMENTED       NGS
 DA1459  HISTORY     - 20080521 GOOD             GEOCAC
 DA1459
 DA1459                          STATION DESCRIPTION
 DA1459
 DA1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1459'THE STATION IS LOCATED ABOUT 23 MILES EAST OF GILS BEND, 22 MILES
 DA1459'WEST OF STANFIELD, ON A LOW ROCKY RIDGE ON THE SOUTH SIDE OF
 DA1459'INTERSTATE HIGHWAY 8, ON PROPERTY OWNED BY THE U. S. GOVERNMENT,
 DA1459'CONTROLLED BY THE BUREAU OF LAND MANAGEMENT AND LEASED BY MR.
 DA1459'MARION GETZWILLER, BOX 127, CASS GRANDE, ARIZONA.
 DA1459'
 DA1459'TO REACH THE STATION FROM THE FREEMAN ROAD EXIT ON INTERSTATE
 DA1459'HIGHWAY 8 ABOUT 23 MILES EAST-SOUTHEAST OF GILA BEND GO SOUTH ON
 DA1459'FREEMAN ROAD FOR 0.3 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 DA1459'WEST ON THE SURFACED ROAD FOR 1.1 MILES TO THE HIGHWAY
 DA1459'RIGHT-OF-WAY FENCE.  TURN LEFT AND CONTINUE WESTERLY ALONG THE
 DA1459'SOUTH SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.15 MILE TO THE TOP OF
 DA1459'THE RIDGE.  TURN LEFT AND FOLLOW THE TOP OF THE RIDGE
 DA1459'SOUTHEASTERLY, SOUTHWESTERLY AND NORTHWESTERLY FOR 0.25 MILE TO
 DA1459'THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 DA1459'
 DA1459'THE STATION MARKS ARE STANDARD DISKS STAMPED HORSE 1971, THE
 DA1459'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 DA1459'IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND
 DA1459'SURFACE. IT IS ON THE HIGHEST POINT OF THE RIDGE.  THE UNDER
 DA1459'GROUND DISK WAS SET ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 DA1459'
 DA1459'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HORSE NO 1 1971, SET IN
 DA1459'AN IRREGULAR MASS OF CONCRETE PROJECTING 3 INCHES ON THE NORTH SIDE.
 DA1459'IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 DA1459'
 DA1459'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HORSE NO 2 1971,
 DA1459'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES ON THE
 DA1459'SOUTH SIDE.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 DA1459'
 DA1459'TRIANGULATION STATION FREE 1960 CAN BE USED FOR AN AZIMUTH MARK,
 DA1459'SEE THE DESCRIPTION THERE-OF.
 DA1459'
 DA1459'THE GEODIMETER DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 DA1459
 DA1459                          STATION RECOVERY (2008)
 DA1459
 DA1459'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DA1459'STATION HORSE AND HORSE RM1 RECOVERED IN GOOD CONDITION. WAS UNABLE TO
 DA1459'LOCATE HORSE
 DA1459'RM2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0862 ***********************************************************************
 ES0862  DESIGNATION -  HORSE
 ES0862  PID         -  ES0862
 ES0862  STATE/COUNTY-  AZ/COCONINO
 ES0862  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0862
 ES0862                         *CURRENT SURVEY CONTROL
 ES0862  ___________________________________________________________________
 ES0862* NAD 83(1992)-  34 37 22.91989(N)    111 09 31.84767(W)     ADJUSTED  
 ES0862* NAVD 88     -      2097.2    (meters)    6881.     (feet)  VERTCON   
 ES0862  ___________________________________________________________________
 ES0862  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 ES0862  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0862  HORZ ORDER  -  SECOND
 ES0862
 ES0862.The horizontal coordinates were established by classical geodetic methods
 ES0862.and adjusted by the National Geodetic Survey in August 1993.
 ES0862
 ES0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0862
 ES0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0862
 ES0862.The geoid height was determined by GEOID03.
 ES0862
 ES0862;                    North         East     Units Scale Factor Converg.
 ES0862;SPC AZ C     -   402,019.909   282,849.550   MT  0.99995950   +0 25 50.1
 ES0862;SPC AZ C     - 1,318,962.96    927,984.09   iFT  0.99995950   +0 25 50.1
 ES0862;UTM  12      - 3,831,251.658   485,438.819   MT  0.99960261   -0 05 24.9
 ES0862
 ES0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0862!SPC AZ C     -   0.99967459  x   0.99995950  =   0.99963410
 ES0862!UTM  12      -   0.99967459  x   0.99960261  =   0.99927733
 ES0862
 ES0862:                Primary Azimuth Mark                     Grid Az
 ES0862:SPC AZ C     -  FISHER                                   074 53 25.2
 ES0862:UTM  12      -  FISHER                                   075 24 40.2
 ES0862
 ES0862|---------------------------------------------------------------------|
 ES0862| PID    Reference Object                     Distance      Geod. Az  |
 ES0862|                                                           dddmmss.s |
 ES0862| ES0854 FISHER                              APPROX. 1.8 KM 0751915.3 |
 ES0862| ES0857 HANCOCK                             460.467 METERS 2695222.2 |
 ES0862|---------------------------------------------------------------------|
 ES0862
 ES0862                          SUPERSEDED SURVEY CONTROL
 ES0862
 ES0862  NAD 83(1986)-  34 37 22.91264(N)    111 09 31.85170(W) AD(       ) 2
 ES0862  NGVD 29 (07/10/87) 2096.3    (m)         6878.     (f) VERT ANG    3  
 ES0862
 ES0862.Superseded values are not recommended for survey control.
 ES0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0862.See file dsdata.txt to determine how the superseded data were derived.
 ES0862
 ES0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8543931252(NAD 83)
 ES0862_MARKER: DS = TRIANGULATION STATION DISK
 ES0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0862+STABILITY: SURFACE MOTION
 ES0862
 ES0862  HISTORY     - Date     Condition        Report By
 ES0862  HISTORY     - 1981     MONUMENTED       AZDT
 ES0862  HISTORY     - 19980817 GOOD             USPSQD
 ES0862  HISTORY     - 20080723 GOOD             GEOCAC
 ES0862
 ES0862                          STATION DESCRIPTION
 ES0862
 ES0862'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0862'THE STATION IS LOCATED 2 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0862'STATION ALONG ARIZONA HIGHWAY 87.
 ES0862'
 ES0862'THE STATION MARK IS AN AZDT DISK STAMPED---HORSE 1981---SET IN
 ES0862'TOP OF A 10 INCH CONCRETE MONUMENT 36 FEET SOUTH OF THE CENTERLINE OF
 ES0862'THE HIGHWAY AND 4 FEET NORTH OF A CAIRN.
 ES0862'
 ES0862'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0862'
 ES0862'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0862'ARIZONA HIGHWAY 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0862'CONTINUE NORTH ALONG THE HIGHWAY FOR 1.9 MILES TO FOREST TRAIL 625 ON
 ES0862'THE LEFT, CONTINUE NORTH ALONG THE HIGHWAY FOR 250 FEET TO THE STATION
 ES0862'ON THE RIGHT.
 ES0862
 ES0862                          STATION RECOVERY (1998)
 ES0862
 ES0862'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0862'RECOVERED IN GOOD CONDITION.
 ES0862
 ES0862                          STATION RECOVERY (2008)
 ES0862
 ES0862'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0907 ***********************************************************************
 ES0907  DESIGNATION -  HORSE
 ES0907  PID         -  ES0907
 ES0907  STATE/COUNTY-  AZ/COCONINO
 ES0907  USGS QUAD   -  O W POINT (1990)
 ES0907
 ES0907                         *CURRENT SURVEY CONTROL
 ES0907  ___________________________________________________________________
 ES0907* NAD 83(1992)-  34 18 31.08668(N)    110 51 17.71012(W)     ADJUSTED  
 ES0907* NAVD 88     -      2309.6    (meters)    7577.     (feet)  VERTCON   
 ES0907  ___________________________________________________________________
 ES0907  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 ES0907  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ES0907  HORZ ORDER  -  SECOND
 ES0907
 ES0907.The horizontal coordinates were established by classical geodetic methods
 ES0907.and adjusted by the National Geodetic Survey in August 1993.
 ES0907
 ES0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0907
 ES0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0907
 ES0907.The geoid height was determined by GEOID03.
 ES0907
 ES0907;                    North         East     Units Scale Factor Converg.
 ES0907;SPC AZ C     -   367,396.245   311,085.394   MT  1.00001768   +0 35 54.6
 ES0907;SPC AZ C     - 1,205,368.26  1,020,621.37   iFT  1.00001768   +0 35 54.6
 ES0907;SPC AZ E     -   367,100.300   150,012.569   MT  0.99994945   -0 23 16.6
 ES0907;SPC AZ E     - 1,204,397.31    492,167.22   iFT  0.99994945   -0 23 16.6
 ES0907;UTM  12      - 3,796,387.223   513,349.227   MT  0.99960220   +0 04 54.4
 ES0907
 ES0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0907!SPC AZ C     -   0.99964135  x   1.00001768  =   0.99965902
 ES0907!SPC AZ E     -   0.99964135  x   0.99994945  =   0.99959081
 ES0907!UTM  12      -   0.99964135  x   0.99960220  =   0.99924369
 ES0907
 ES0907:                Primary Azimuth Mark                     Grid Az
 ES0907:SPC AZ C     -  ASPEN                                    201 05 15.0
 ES0907:SPC AZ E     -  ASPEN                                    202 04 26.2
 ES0907:UTM  12      -  ASPEN                                    201 36 15.2
 ES0907
 ES0907|---------------------------------------------------------------------|
 ES0907| PID    Reference Object                     Distance      Geod. Az  |
 ES0907|                                                           dddmmss.s |
 ES0907| ES0887 ASPEN                               APPROX. 0.9 KM 2014109.6 |
 ES0907|---------------------------------------------------------------------|
 ES0907
 ES0907                          SUPERSEDED SURVEY CONTROL
 ES0907
 ES0907  NAD 83(1986)-  34 18 31.08144(N)    110 51 17.71443(W) AD(       ) 2
 ES0907  NGVD 29 (08/03/87) 2308.5    (m)         7574.     (f) VERT ANG    3  
 ES0907
 ES0907.Superseded values are not recommended for survey control.
 ES0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0907.See file dsdata.txt to determine how the superseded data were derived.
 ES0907
 ES0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1334996387(NAD 83)
 ES0907_MARKER: DS = TRIANGULATION STATION DISK
 ES0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0907+STABILITY: SURFACE MOTION
 ES0907
 ES0907  HISTORY     - Date     Condition        Report By
 ES0907  HISTORY     - 1984     MONUMENTED       AZDT
 ES0907  HISTORY     - 19971011 GOOD             USPSQD
 ES0907  HISTORY     - 20050729 GOOD             USPSQD
 ES0907
 ES0907                          STATION DESCRIPTION
 ES0907
 ES0907'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0907'THE STATION IS LOCATED 17 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0907'SIDE OF STATE ROUTE 260.
 ES0907'
 ES0907'THE STATION MARK IS AN AZDT DISK STAMPED---HORSE 1984---.  IT IS SET
 ES0907'IN TOP OF A 10 INCH CONCRETE MONUMENT 42 FEET NORTHWEST OF THE CENTER
 ES0907'LINE OF STATE ROUTE 260 AND 4 FEET NORTHWEST OF THE WITNESS POST.
 ES0907'
 ES0907'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0907'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 14.45 MILES TO
 ES0907'MERZVILLE ROAD ON THE RIGHT, CONTINUE WEST ALONG SR 260 FOR 3.8 MILES
 ES0907'TO MILE POST 284.75 AND THE STATION ON THE RIGHT.
 ES0907
 ES0907                          STATION RECOVERY (1997)
 ES0907
 ES0907'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0907'RECOVERED IN GOOD CONDITION.
 ES0907
 ES0907                          STATION RECOVERY (2005)
 ES0907
 ES0907'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ES0907'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1842 ***********************************************************************
 DU1842  DESIGNATION -  HORSE CAMP
 DU1842  PID         -  DU1842
 DU1842  STATE/COUNTY-  AZ/GILA
 DU1842  USGS QUAD   -  DOUBLE BUTTES (1988)
 DU1842
 DU1842                         *CURRENT SURVEY CONTROL
 DU1842  ___________________________________________________________________
 DU1842* NAD 83(1992)-  33 52 58.44759(N)    110 37 36.30246(W)     ADJUSTED  
 DU1842* NAVD 88     -      1815.7    (meters)    5957.     (feet)  VERTCON   
 DU1842  ___________________________________________________________________
 DU1842  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 DU1842  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DU1842  HORZ ORDER  -  THIRD
 DU1842
 DU1842.The horizontal coordinates were established by classical geodetic methods
 DU1842.and adjusted by the National Geodetic Survey in August 1993.
 DU1842
 DU1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1842
 DU1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1842
 DU1842.The geoid height was determined by GEOID03.
 DU1842
 DU1842;                    North         East     Units Scale Factor Converg.
 DU1842;SPC AZ E     -   319,761.758   170,801.084   MT  0.99992232   -0 15 23.4
 DU1842;SPC AZ E     - 1,049,087.13    560,371.01   iFT  0.99992232   -0 15 23.4
 DU1842;UTM  12      - 3,749,235.197   534,516.083   MT  0.99961469   +0 12 29.1
 DU1842
 DU1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1842!SPC AZ E     -   0.99971904  x   0.99992232  =   0.99964139
 DU1842!UTM  12      -   0.99971904  x   0.99961469  =   0.99933384
 DU1842
 DU1842|---------------------------------------------------------------------|
 DU1842| PID    Reference Object                     Distance      Geod. Az  |
 DU1842|                                                           dddmmss.s |
 DU1842| DU1867 HORSE CAMP RM 2                      10.302 METERS 01052     |
 DU1842| DU1844 MUSTANG                             APPROX.10.0 KM 2453458.5 |
 DU1842| DU1866 HORSE CAMP RM 1                       9.778 METERS 29832     |
 DU1842|---------------------------------------------------------------------|
 DU1842
 DU1842                          SUPERSEDED SURVEY CONTROL
 DU1842
 DU1842  NAD 83(1986)-  33 52 58.44174(N)    110 37 36.30426(W) AD(       ) 3
 DU1842  NGVD 29 (09/20/88) 1815.0    (m)         5955.     (f) VERT ANG    3  
 DU1842
 DU1842.Superseded values are not recommended for survey control.
 DU1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1842.See file dsdata.txt to determine how the superseded data were derived.
 DU1842
 DU1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3451649235(NAD 83)
 DU1842_MARKER: DS = TRIANGULATION STATION DISK
 DU1842_SETTING: 80 = SET IN A BOULDER
 DU1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1842+STABILITY: SURFACE MOTION
 DU1842
 DU1842  HISTORY     - Date     Condition        Report By
 DU1842  HISTORY     - 1946     MONUMENTED       USGS
 DU1842
 DU1842                          STATION DESCRIPTION
 DU1842
 DU1842'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1842'LOCATED ABOUT 13 MI S. OF GRASSHOPPER, ABOUT 12 MI SW. OF
 DU1842'CIBECUE, ABOUT 11 MI NW. OF SENECA.  AT CENTER AND HIGHEST POINT
 DU1842'OF LOW, MOUND-SHAPED HILL, ON EAST RIM OF CANYON CREEK.
 DU1842'
 DU1842'TO REACH FROM CIBECUE TRADING CO. STORE, DRIVE 0.2 MI S. TO
 DU1842'BRIDGE.  TURN RIGHT ONTO GRASSHOPPER RD. 2.8 MI TO BOARD GATE,
 DU1842'CONTINUE 5.7 MI ALONG GRASSHOPPER RD. TO SECOND BOARD GATE,
 DU1842'CONTINUE 0.05 MI TO SIGN SALT RIVER DRAW POINTING S.  TURN LEFT
 DU1842'DOWN SALT RIVER DRAW 8.8 MI S. TO GATE IN N.-S. FENCE JUST N. OF
 DU1842'CATTLE TANK.  PASS THROUGH GATE AND DOWN INTO SALT RIVER DRAW
 DU1842'CANYON 5.3 MI W. TO SECOND CATTLE TANK AND END OF TRUCK TRAVEL.
 DU1842'GO ABOUT 0.25 MI SW. FROM TANK UNTIL CROSSING TRAIL NEAR E.-W.
 DU1842'FENCE.  FOLLOW TRAIL W. TO EAST RIM OF CANYON CREEK.  GO ABOUT 0.5
 DU1842'MI N. TO HIGHEST POINT OF ROUND-TOPPED HILL AND STATION.  A 1-1/2
 DU1842'HOUR PACK BY HORSE.
 DU1842'
 DU1842'STATION MARK--STANDARD TABLET STAMPED---HORSE CAMP 1946---,
 DU1842'CEMENTED IN ROCK.
 DU1842'
 DU1842'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1842'
 DU1842'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1136 ***********************************************************************
 CY1136  DESIGNATION -  HORSECAMP
 CY1136  PID         -  CY1136
 CY1136  STATE/COUNTY-  AZ/GRAHAM
 CY1136  USGS QUAD   -  ORANGE BUTTE (1987)
 CY1136
 CY1136                         *CURRENT SURVEY CONTROL
 CY1136  ___________________________________________________________________
 CY1136* NAD 83(1992)-  32 26 10.07356(N)    109 08 53.57831(W)     ADJUSTED  
 CY1136* NAVD 88     -      1685.2    (meters)    5529.     (feet)  VERTCON   
 CY1136  ___________________________________________________________________
 CY1136  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 CY1136  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CY1136  HORZ ORDER  -  THIRD
 CY1136
 CY1136.The horizontal coordinates were established by classical geodetic methods
 CY1136.and adjusted by the National Geodetic Survey in August 1993.
 CY1136
 CY1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1136
 CY1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1136
 CY1136.The geoid height was determined by GEOID03.
 CY1136
 CY1136;                    North         East     Units Scale Factor Converg.
 CY1136;SPC AZ E     -   159,681.657   309,130.842   MT  1.00001307   +0 32 46.7
 CY1136;SPC AZ E     -   523,889.95  1,014,208.80   iFT  1.00001307   +0 32 46.7
 CY1136;SPC NM W     -   159,988.826   706,349.971   MT  1.00010515   -0 42 19.2
 CY1136;SPC NM W     -   524,896.67  2,317,416.53   sFT  1.00010515   -0 42 19.2
 CY1136;UTM  12      - 3,590,288.504   674,090.840   MT  0.99997375   +0 59 36.5
 CY1136
 CY1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1136!SPC AZ E     -   0.99973960  x   1.00001307  =   0.99975267
 CY1136!SPC NM W     -   0.99973960  x   1.00010515  =   0.99984473
 CY1136!UTM  12      -   0.99973960  x   0.99997375  =   0.99971336
 CY1136
 CY1136:                Primary Azimuth Mark                     Grid Az
 CY1136:SPC AZ E     -  POSITIVE                                 128 04 28.1
 CY1136:SPC NM W     -  POSITIVE                                 129 19 34.0
 CY1136:UTM  12      -  POSITIVE                                 127 37 38.3
 CY1136
 CY1136|---------------------------------------------------------------------|
 CY1136| PID    Reference Object                     Distance      Geod. Az  |
 CY1136|                                                           dddmmss.s |
 CY1136| CY1130 POSITIVE                            APPROX. 9.0 KM 1283714.8 |
 CY1136|---------------------------------------------------------------------|
 CY1136
 CY1136                          SUPERSEDED SURVEY CONTROL
 CY1136
 CY1136  NAD 83(1986)-  32 26 10.06887(N)    109 08 53.57621(W) AD(       ) 3
 CY1136  NAD 27      -  32 26 09.79363(N)    109 08 51.36918(W) AD(       ) 3
 CY1136  NGVD 29 (07/19/86) 1684.4    (m)         5526.     (f) VERT ANG    3  
 CY1136
 CY1136.Superseded values are not recommended for survey control.
 CY1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1136.See file dsdata.txt to determine how the superseded data were derived.
 CY1136
 CY1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA7409190289(NAD 83)
 CY1136_MARKER: DD = SURVEY DISK
 CY1136_SETTING: 80 = SET IN A BOULDER
 CY1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1136+STABILITY: SURFACE MOTION
 CY1136
 CY1136  HISTORY     - Date     Condition        Report By
 CY1136  HISTORY     - 1948     MONUMENTED       USGS
 CY1136
 CY1136                          STATION DESCRIPTION
 CY1136
 CY1136'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1136'LOCATED ABOUT 12 MI. (AIRLINE) NNE. OF SAN SIMON, ON A MOUNTAIN
 CY1136'TOP BETWEEN HORSECAMP CANYON AND TULE WELL CANYON.
 CY1136'
 CY1136'TO REACH FROM BOWIE POST OFFICE, DRIVE N. ACROSS TRACKS 0.2 MI.,
 CY1136'THENCE NE. ON MIDDLE FORK 12.2 MI. TO RD. FORKS, CONTINUE STRAIGHT
 CY1136'AHEAD ON S. SIDE OF ADOBE SHACKS 1.3 MI. TO RD. FORKS, THENCE 3.6
 CY1136'MI. ON MAIN TRAVELED RD. (ALWAYS LEFT FORK) TO T-JUNCTION WITH RD.
 CY1136'AND DITCH, KEEP ON MAIN TRAVELED RD. E. 1.7 MI. TO RD. FORKS, THENCE
 CY1136'STRAIGHT AHEAD 4.0 MI. TO GATE AND FENCE ACROSS OLD CAMP CANYON,
 CY1136'CONTINUE THROUGH OLD CAMP CANYON 7.9 MI. TO WINDMILL AND SHACK,
 CY1136'TURN RIGHT ON DIM TRACKS ABOUT 100 YDS. W. OF SHACK AND GO
 CY1136'AROUND BASE OF HILL IN SOUTHWESTERLY DIRECTION 1.4 MI. TO OLD
 CY1136'HORSECAMP AND END OF TRUCK TRAVEL.  PACK S. FOR 1.0 MI. TO HIGH
 CY1136'POINT AND STATION.  A 45 MINUTE PACK.
 CY1136'
 CY1136'STATION MARK--STANDARD TABLET, STAMPED ---HORSECAMP 1948---, AND
 CY1136'CEMENTED IN BOULDER.
 CY1136'
 CY1136'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1136'---HORSECAMP NO. 1 1948---, CEMENTED IN BOULDER 11.78 FT. FROM STATION
 CY1136'MARK, N 60 DEG 31 MIN E.
 CY1136'
 CY1136'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1136'---HORSECAMP NO. 2 1948---, CEMENTED IN BOULDER 29.61 FT. FROM STATION
 CY1136'MARK, S 19 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0908 ***********************************************************************
 ET0908  DESIGNATION -  HORSESHOE
 ET0908  PID         -  ET0908
 ET0908  STATE/COUNTY-  AZ/YAVAPAI
 ET0908  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0908
 ET0908                         *CURRENT SURVEY CONTROL
 ET0908  ___________________________________________________________________
 ET0908* NAD 83(1992)-  34 16 52.93173(N)    112 04 51.18545(W)     ADJUSTED  
 ET0908* NAVD 88     -      1290.0    (meters)    4232.     (feet)  VERTCON   
 ET0908  ___________________________________________________________________
 ET0908  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 ET0908  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 ET0908  HORZ ORDER  -  SECOND
 ET0908
 ET0908.The horizontal coordinates were established by classical geodetic methods
 ET0908.and adjusted by the National Geodetic Survey in August 1993.
 ET0908
 ET0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0908
 ET0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0908
 ET0908.The geoid height was determined by GEOID03.
 ET0908
 ET0908;                    North         East     Units Scale Factor Converg.
 ET0908;SPC AZ C     -   363,873.873   198,240.448   MT  0.99990282   -0 05 33.0
 ET0908;SPC AZ C     - 1,193,811.92    650,395.17   iFT  0.99990282   -0 05 33.0
 ET0908;UTM  12      - 3,793,883.049   400,510.767   MT  0.99972201   -0 36 31.9
 ET0908
 ET0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0908!SPC AZ C     -   0.99980177  x   0.99990282  =   0.99970461
 ET0908!UTM  12      -   0.99980177  x   0.99972201  =   0.99952384
 ET0908
 ET0908|---------------------------------------------------------------------|
 ET0908| PID    Reference Object                     Distance      Geod. Az  |
 ET0908|                                                           dddmmss.s |
 ET0908| CH2514 HORSESHOE RM 2                       15.739 METERS 24745     |
 ET0908| ET0234 JET                                 APPROX. 3.5 KM 2613540.9 |
 ET0908| CH2513 HORSESHOE RM 1                        5.266 METERS 35730     |
 ET0908|---------------------------------------------------------------------|
 ET0908
 ET0908                          SUPERSEDED SURVEY CONTROL
 ET0908
 ET0908  NAD 83(1986)-  34 16 52.92699(N)    112 04 51.18505(W) AD(       ) 2
 ET0908  NAD 27      -  34 16 52.82110(N)    112 04 48.62210(W) AD(       ) 2
 ET0908  NGVD 29 (10/09/91) 1289.3    (m)         4230.     (f) VERT ANG    3  
 ET0908
 ET0908.Superseded values are not recommended for survey control.
 ET0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0908.See file dsdata.txt to determine how the superseded data were derived.
 ET0908
 ET0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0051193883(NAD 83)
 ET0908_MARKER: DS = TRIANGULATION STATION DISK
 ET0908_SETTING: 66 = SET IN ROCK OUTCROP
 ET0908_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0908+STABILITY: POSITION/ELEVATION WELL
 ET0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0908+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2008
 ET0908
 ET0908  HISTORY     - Date     Condition        Report By
 ET0908  HISTORY     - 1959     MONUMENTED       CGS
 ET0908  HISTORY     - 1966     GOOD             USGS
 ET0908  HISTORY     - 1974     GOOD             USGS
 ET0908  HISTORY     - 20081122 GOOD             GEOCAC
 ET0908
 ET0908                          STATION DESCRIPTION
 ET0908
 ET0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0908'THE STATION IS LOCATED ON THE NORTHERNMOST AND SLIGHTLY HIGHER
 ET0908'OF TWO ROCKY PEAKS ABOUT 5 MILES SOUTHEAST OF CORDES JUNCTION,
 ET0908'1 MILE EAST OF ARIZONA STATE HIGHWAY 69, AND 1 MILE NORTHWEST
 ET0908'OF THE HORSESHOE RANCH.
 ET0908'
 ET0908'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON,
 ET0908'GO NORTHERLY ON ARIZONA STATE HIGHWAY 69 FOR 14.6 MILES TO A
 ET0908'ROAD RIGHT AT SIGNS HORSESHOE RANCH AND BLOODY BASIN.  TURN RIGHT
 ET0908'AND FOLLOW THE VERY CROOKED BLADED ROAD IN A GENERAL SOUTHEASTERLY
 ET0908'DIRECTION FOR 1.85 MILES TO A CATTLE GUARD, CONTINUE AHEAD FOR
 ET0908'1.1 MILES TO A DRY WASH ON THE LEFT, TURN LEFT UP THE WASH AND
 ET0908'GO NORTH-NORTHWEST TOWARD THE BASE OF THE NORTH PEAK.  A
 ET0908'FOUR WHEEL DRIVE VEHICLE MAY BE TAKEN FOR 0.8 MILE TO THE
 ET0908'END OF TRUCK TRAVEL.  PACK NORTH-NORTHWEST ACROSS THE DEEP
 ET0908'WASHES AND UP THE STEEP ROCKY SLOPE TO THE TOP OF THE HILL
 ET0908'AND THE STATION.
 ET0908'
 ET0908'THE STATION MARK IS A STANDARD DISK STAMPED HORSESHOE 1958,
 ET0908'SET IN THE TOP OF A WEATHERED ROCK OUTCROP THAT IS ABOUT 50
 ET0908'FEET LONG AND PROJECTS 8 FEET.  IT IS NEAR THE CENTER OF THE
 ET0908'LONG NARROW OUTCROP.
 ET0908'
 ET0908'R.M. 1 IS A STANDARD DISK STAMPED HORSESHOE NO 1 1958, SET
 ET0908'IN THE TOP OF A HUGE ROUNDED BOULDER THAT PROJECTS 8 FEET AND
 ET0908'IS THE SAME ELEVATION AS THE STATION MARK.
 ET0908'
 ET0908'R.M. 2 IS A STANDARD DISK STAMPED HORSESHOE NO 2 1958, SET
 ET0908'IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 8 FEET.  IT
 ET0908'IS IN THE SAME NARROW OUTCROP AS THE STATION MARK.
 ET0908'
 ET0908'TRIANGULATION STATION JET CAN BE USED AS AN AZIMUTH MARK.
 ET0908'(SEE DESCRIPTION THEREOF.)
 ET0908
 ET0908                          STATION RECOVERY (1966)
 ET0908
 ET0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ET0908'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  RMS
 ET0908'AGREE WITH NGS.
 ET0908
 ET0908                          STATION RECOVERY (1974)
 ET0908
 ET0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0908'RECOVERED AS DESCRIBED.  RECOVERED FOR SUPPLEMENTAL
 ET0908'VERTICAL ONLY.
 ET0908
 ET0908                          STATION RECOVERY (2008)
 ET0908
 ET0908'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0908'RECOVERED STATION HORSESHOE ALONG WITH RM 1 AND RM 2 ALL IN
 ET0908'GOOD CONDITION.  THE SURFACE OF THE STATION DISK HAS BEEN
 ET0908'MARRED BY VANDALS BUT THE DISK REMAINS SOLIDLY IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI3352 ***********************************************************************
 AI3352  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3352  DESIGNATION -  HORSESHOE MONITORING PIER
 AI3352  PID         -  AI3352
 AI3352  STATE/COUNTY-  AZ/MARICOPA
 AI3352  USGS QUAD   -  HORSESHOE DAM (1978)
 AI3352
 AI3352                         *CURRENT SURVEY CONTROL
 AI3352  ___________________________________________________________________
 AI3352* NAD 83(2007)-  33 58 51.73208(N)    111 42 31.69387(W)     ADJUSTED  
 AI3352* NAVD 88     -       618.28   (meters)    2028.5    (feet)  GPS OBS   
 AI3352  ___________________________________________________________________
 AI3352  EPOCH DATE  -        2007.00
 AI3352  X           -  -1,958,536.791 (meters)                     COMP
 AI3352  Y           -  -4,919,385.204 (meters)                     COMP
 AI3352  Z           -   3,545,032.419 (meters)                     COMP
 AI3352  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AI3352  ELLIP HEIGHT-         590.231 (meters)          (02/10/07) ADJUSTED
 AI3352  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AI3352
 AI3352  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI3352  Type    PID    Designation                      North   East  Ellip
 AI3352  -------------------------------------------------------------------
 AI3352  NETWORK AI3352 HORSESHOE MONITORING PIER         0.47   0.41   1.20
 AI3352  -------------------------------------------------------------------
 AI3352
 AI3352.The horizontal coordinates were established by GPS observations
 AI3352.and adjusted by the National Geodetic Survey in February 2007.
 AI3352
 AI3352.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI3352.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI3352.The horizontal coordinates are valid at the epoch date displayed above.
 AI3352.The epoch date for horizontal control is a decimal equivalence
 AI3352.of Year/Month/Day.
 AI3352
 AI3352.The orthometric height was determined by GPS observations and a
 AI3352.high-resolution geoid model.
 AI3352.The orthometric height was determined by GPS observations and a
 AI3352.high-resolution geoid model using precise GPS observation and
 AI3352.processing techniques.
 AI3352
 AI3352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3352
 AI3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3352
 AI3352.The ellipsoidal height was determined by GPS observations
 AI3352.and is referenced to NAD 83.
 AI3352
 AI3352.The geoid height was determined by GEOID03.
 AI3352
 AI3352;                    North         East     Units Scale Factor Converg.
 AI3352;SPC AZ C     -   330,570.080   232,565.723   MT  0.99990455   +0 06 58.2
 AI3352;SPC AZ C     - 1,084,547.51    763,010.90   iFT  0.99990455   +0 06 58.2
 AI3352;UTM  12      - 3,760,279.721   434,528.327   MT  0.99965284   -0 23 46.2
 AI3352
 AI3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3352!SPC AZ C     -   0.99990735  x   0.99990455  =   0.99981191
 AI3352!UTM  12      -   0.99990735  x   0.99965284  =   0.99956022
 AI3352
 AI3352                          SUPERSEDED SURVEY CONTROL
 AI3352
 AI3352  NAD 83(1992)-  33 58 51.73150(N)    111 42 31.69276(W) AD(       ) A
 AI3352  ELLIP H (01/27/00)  590.247  (m)                       GP(       ) 1 1
 AI3352
 AI3352.Superseded values are not recommended for survey control.
 AI3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3352.See file dsdata.txt to determine how the superseded data were derived.
 AI3352
 AI3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3452860280(NAD 83)
 AI3352_MARKER: DD = SURVEY DISK
 AI3352_SETTING: 0 = UNSPECIFIED SETTING
 AI3352_SP_SET: MONITORING PIER
 AI3352_MARK LOGO: NONE  
 AI3352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3352+STABILITY: POSITION/ELEVATION WELL
 AI3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3352+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 AI3352
 AI3352  HISTORY     - Date     Condition        Report By
 AI3352  HISTORY     - 1998     MONUMENTED       AZ-013
 AI3352  HISTORY     - 19980101 SEE DESCRIPTION  NGS
 AI3352  HISTORY     - 20000412 GOOD             MCDOT
 AI3352  HISTORY     - 20050421 GOOD             USPSQD
 AI3352
 AI3352                          STATION DESCRIPTION
 AI3352
 AI3352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (LOC)
 AI3352'THE STATION IS LOCATED ABOUT 0.1 MI (0.2 KM) SOUTH OF THE HORSESHOE
 AI3352'DAM SPILLWAY, WHICH DAMS HORSESHOE RESERVOIR IN MARICOPA COUNTY,
 AI3352'ARIZONA.  OWNERSHIP- I BELIEVE IT IS ON THE BUREAU OF LAND MANAGEMENT.
 AI3352'TO REACH THE STATION FROM THE INTERSECTION OF PIMA AND CAVE CREEK
 AI3352'ROADS, GO NORTHEAST ON CAVE CREEK ROAD 4.2 MI (6.8 KM) TO BARTLETT DAM
 AI3352'ROAD ON RIGHT, GO RIGHT, EAST, ON BARLETT DAM ROAD 6.4 MI (10.3 KM) TO
 AI3352'HORSESHOE DAM ROAD ON LEFT, NORTH, SIDE, SIGN ON RIGHT -BARTLETT LAKE
 AI3352'STRAIGHT HORSESHOE LAKE LEFT-, GO LEFT, NORTH, ON HORSEDAM DAM ROAD
 AI3352'-DIRT ROAD FROM HERE OUT- 10.5 MI (16.9 KM) TO SPLIT IN ROAD,
 AI3352'APPROXIMATELY 500 FT (152.4 M) BEFORE SPLIT A SIGN ON THE RIGHT SIDE
 AI3352'OF THE ROAD READS -HORSESHOE LAKE STRAIGHT, HORSESHOE CAMPGROUND,
 AI3352'CATFISH PT, HORSESHOE DAM VISTA ALL RIGHT-, BEAR RIGHT AT SPLIT AND GO
 AI3352'0.3 MI (0.5 KM) TO AN UNNAMED ROAD ON LEFT, GO LEFT 0.3 MI (0.5 KM) ON
 AI3352'DIRT ROAD AS IT ELBOWS RIGHT AND PASSES AN OPEN CHAIN LINK GATE TO A
 AI3352'LOCKED CHAINLINK GATE -SEE NOTE 1- ADJACENT MONUMENT IS A CONTROL PIER
 AI3352'FOR THE MONITORING ON HORSESHOE DAM.  ITS OUTER CASING IS MADE OF
 AI3352'HEAVY DUTY PVC PIPE THAT IS + 1.3 FT (0.4 M) IN DIAMETER AND STANDS +
 AI3352'2.8 FT (0.9 M) HIGH FROM THE NATURAL GROUND. THE OUTER CASING IS
 AI3352'PAINTING CAMOUFLAGE.  THERE IS A LOCKED PROTECTIVE CAP SITUATED ON TOP
 AI3352'COVERING A.  TO THE SPILLWAY, CONTINUE THROUGH LOCKED GATE 0.4 MI (0.6
 AI3352'KM) ACROSS SPILLWAY AND UP TO TOP OF HILL TO A T, GO RIGHT AT T
 AI3352'INTERSECTION, SOUTH, 0.15 MI (0.24 KM) TO GATE AND STATION TRAIL HEAD,
 AI3352'CONTINUE THROUGH UNLOCKED GATED GATE ABOUT 100 FT (30.5 M) TO A
 AI3352'PARKING TURNOUT ON LEFT.  TO GET TO STATION GO WALK RACK TO UNLOCKED
 AI3352'GATE TO TRAILHEAD HEADING DOWN TOWARD RIVER ON TRAVELED PATH ABOUT 350
 AI3352'FT (106.7 M) TO PIER CONTROL MONUMENT -SEE NOTE 2-.  NOTE 1- NEED KEY
 AI3352'NUMBER 17 FOR GATE ACROSS SPILLWAY.  CONTACT GUY HAMAN AT SALT RIVER
 AI3352'PROJECT, SRP.  NOTE 2- NEED A D KEY TO REMOVE CAP FROM PIER MONUMENT.
 AI3352'CONTACT SURVEY DEPARTMENT AT SRP .  NOTE 3- CLOSE AND LOCK -IF
 AI3352'APPLICABLE- ALL GATES THAT YOU OPEN.
 AI3352
 AI3352                          STATION RECOVERY (2000)
 AI3352
 AI3352'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 AI3352'RECOVERED AS DESCRIBED.
 AI3352
 AI3352                          STATION RECOVERY (2005)
 AI3352
 AI3352'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 AI3352'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0934 ***********************************************************************
 ET0934  DESIGNATION -  HORSETHIEF LOOKOUT
 ET0934  PID         -  ET0934
 ET0934  STATE/COUNTY-  AZ/YAVAPAI
 ET0934  USGS QUAD   -  CROWN KING (1969)
 ET0934
 ET0934                         *CURRENT SURVEY CONTROL
 ET0934  ___________________________________________________________________
 ET0934* NAD 83(1992)-  34 09 44.77672(N)    112 16 13.76677(W)     ADJUSTED  
 ET0934* NAVD 88     -      2044.8    (meters)    6709.     (feet)  VERTCON   
 ET0934  ___________________________________________________________________
 ET0934  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 ET0934  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 ET0934  HORZ ORDER  -  FIRST
 ET0934
 ET0934.The horizontal coordinates were established by classical geodetic methods
 ET0934.and adjusted by the National Geodetic Survey in August 1993.
 ET0934
 ET0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0934
 ET0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0934
 ET0934.The geoid height was determined by GEOID03.
 ET0934
 ET0934;                    North         East     Units Scale Factor Converg.
 ET0934;SPC AZ C     -   350,726.858   180,737.573   MT  0.99991311   -0 11 55.3
 ET0934;SPC AZ C     - 1,150,678.67    592,971.04   iFT  0.99991311   -0 11 55.3
 ET0934;UTM  12      - 3,780,896.181   382,893.157   MT  0.99976905   -0 42 48.6
 ET0934
 ET0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0934!SPC AZ C     -   0.99968343  x   0.99991311  =   0.99959657
 ET0934!UTM  12      -   0.99968343  x   0.99976905  =   0.99945255
 ET0934
 ET0934|---------------------------------------------------------------------|
 ET0934| PID    Reference Object                     Distance      Geod. Az  |
 ET0934|                                                           dddmmss.s |
 ET0934| CH2516 HORSETHIEF LOOKOUT RM 1              15.660 METERS 08131     |
 ET0934| CH2517 HORSETHIEF LOOKOUT RM 2              23.117 METERS 22940     |
 ET0934| CH2518 HORSETHIEF LOOKOUT RM 3              19.142 METERS 25847     |
 ET0934| CH2515 HORSETHIEF LOOKOUT AZ MK                           2755107.9 |
 ET0934| ET0937 TOWERS MOUNTAIN LOOKOUT             APPROX.12.0 KM 3113301.4 |
 ET0934| ET0939 UNION                               APPROX.30.6 KM 3361647.8 |
 ET0934|---------------------------------------------------------------------|
 ET0934
 ET0934                          SUPERSEDED SURVEY CONTROL
 ET0934
 ET0934  NAD 83(1986)-  34 09 44.77272(N)    112 16 13.76844(W) AD(       ) 1
 ET0934  NAD 27      -  34 09 44.65700(N)    112 16 11.18000(W) AD(       ) 1
 ET0934  NGVD 29 (07/19/86) 2044.0    (m)         6706.     (f) VERT ANG    3  
 ET0934
 ET0934.Superseded values are not recommended for survey control.
 ET0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0934.See file dsdata.txt to determine how the superseded data were derived.
 ET0934
 ET0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8289380896(NAD 83)
 ET0934_MARKER: DD = SURVEY DISK
 ET0934_SETTING: 80 = SET IN A BOULDER
 ET0934_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0934
 ET0934  HISTORY     - Date     Condition        Report By
 ET0934  HISTORY     - 1935     MONUMENTED       USFS
 ET0934  HISTORY     - 1946     GOOD             CGS
 ET0934  HISTORY     - 1968     GOOD             USGS
 ET0934  HISTORY     - 1972     GOOD             AZHD
 ET0934
 ET0934                          STATION DESCRIPTION
 ET0934
 ET0934'DESCRIBED BY US FOREST SERVICE 1935
 ET0934'UNDER CENTER OF HORSETHIEF LOOKOUT TOWER ON HIGH TIMBERED
 ET0934'PEAK, APPROXIMATELY 3 MILES (AIRLINE) SOUTHERLY FROM CROWN KING
 ET0934'RANGER STATION.
 ET0934'
 ET0934'FROM CROWN KING, ARIZONA, TAKE THE ROAD TO HORSETHIEF LOOKOUT
 ET0934'TOWER.
 ET0934'
 ET0934'SIGNAL--CENTER OF U.S.F.S. LOOKOUT TOWER.
 ET0934'
 ET0934'STATION MARK--STANDARD U.S.F.S. TABLET, IN LARGE WHITE BURIED
 ET0934'BOULDER, CENTERED UNDER LOOKOUT TOWER.  TABLET STAMPED
 ET0934'HORSETHIEF LOOKOUT 1935.
 ET0934
 ET0934                          STATION RECOVERY (1946)
 ET0934
 ET0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ET0934'THE STATION IS ON A HIGH TIMBERED PEAK IN THE PRESCOTT NATIONAL
 ET0934'FOREST, UNDER THE CENTER OF THE HORSETHIEF LOOKOUT TOWER.
 ET0934'BY APPROXIMATE AIRLINE DISTANCES IT IS 7 MILES WEST-SOUTHWEST
 ET0934'OF BUMBLE BEE, AND 3 MILES SOUTH OF THE CROWN KING RANGER
 ET0934'STATION.
 ET0934'
 ET0934'TO REACH THE STATION FROM THE POST OFFICE IN MAYER.  GO SOUTHERLY
 ET0934'ON STATE ROUTE 69 TOWARDS PHOENIX FOR 8-1/2 MILES TO CORDES,
 ET0934'THENCE CONTINUE SOUTHERLY ON THE HIGHWAY FOR 3.0 MILES TO A
 ET0934'FORK AND SIGNS.  HERE TAKE THE RIGHT FORK AS PER SIGN CROWN
 ET0934'KING 18 AND FOLLOW THE MAIN TRAVELLED ROAD FOR 18 MILES TO
 ET0934'FORK, SEVERAL SIGNS ON THE LEFT, AND CROWN KING STORE A
 ET0934'SHORT DISTANCE DOWN THE ROAD TO THE RIGHT.  TAKE THE LEFT
 ET0934'FORK AS PER THE SIGN HORSETHIEF AND CONTINUE FOR 5.75 MILES
 ET0934'ON THE MAIN ROAD TO ANOTHER FORK.  (AZIMUTH MARK IS 20 FEET
 ET0934'WEST OF THE ROAD 0.1 MILE BEFORE REACHING THIS FORK.) TAKE THE
 ET0934'RIGHT FORK AND CONTINUE 1.15 MILE TO OLD CCC CAMP, THENCE
 ET0934'CONTINUE ON THE ONLY ROAD THROUGH THE CAMP FOR 0.8 MILE
 ET0934'TO FORKS AND SIGN ON THE LEFT FORK OFFICE.  TAKE THE
 ET0934'RIGHT FORK AND GO STRAIGHT AHEAD, PASSING ALL SIDE ROADS
 ET0934'MARKED TO DIFFERENT AREAS IN THE HORSETHIEF BASIN, FOR
 ET0934'3.2 MILES TO THE END OF THE ROAD, THE LOOKOUT TOWER, AND THE
 ET0934'STATION UNDER THE TOWER.
 ET0934'
 ET0934'THE STATION, WHICH IS A U.S. DEPARTMENT OF AGRICULTURE FOREST
 ET0934'SERVICE DISC STAMPED HORSETHIEF LOOKOUT 35, IS SET IN A DRILL
 ET0934'HOLE IN THE TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 6
 ET0934'INCHES ABOVE THE GROUND, AND IS LOCATED UNDER THE CENTER OF
 ET0934'THE LOOKOUT TOWER.
 ET0934'
 ET0934'REFERENCE MARK 1, WHICH IS A STANDARD US C AND GS REFERENCE
 ET0934'DISC STAMPED HORSETHIEF LOOKOUT USFS NO 1 1946, IS SET IN A
 ET0934'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 16 INCHES ABOVE
 ET0934'THE GROUND, AND IS LOCATED EAST OF THE STATION AND ABOUT
 ET0934'2 FEET HIGHER.
 ET0934'
 ET0934'REFERENCE MARK 2, WHICH IS A STANDARD US C AND GS REFERENCE
 ET0934'DISC STAMPED HORSETHIEF LOOKOUT USFS NO 2 1946, IS SET IN A DRILL
 ET0934'HOLE IN A BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE THE
 ET0934'GROUND, AND IS LOCATED SOUTH OF THE STATION AND ABOUT 4 FEET
 ET0934'LOWER.
 ET0934'
 ET0934'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED HORSETHIEF
 ET0934'LOOKOUT USFS 1946, IS SET IN A DRILL HOLE IN OUTCROPPING
 ET0934'BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURROUNDING
 ET0934'SURFACE, AND IS LOCATED ABOUT 2 MILES WEST OF THE STATION,
 ET0934'20 FEET WEST OF THE CENTER OF THE ROAD, AND 5 FEET SOUTH OF
 ET0934'A 4 X 4 INCH WHITE WITNESS POST.
 ET0934
 ET0934                          STATION RECOVERY (1968)
 ET0934
 ET0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 ET0934'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 34 112
 ET0934'2, STATION 1029.
 ET0934'
 ET0934'TO REACH FROM CROWN KING POST OFFICE, GO E. 0.05 MI. TO T-RD..  TURN
 ET0934'RIGHT AND CONTINUE FOR 0.7 MI. TO Y-RD. AND SIGN HORSETHIEF
 ET0934'RECREATION AREA 6 MI..  TAKE LEFT FORK AND CONTINUE 5.1 MI. TO
 ET0934'Y-RD. RIGHT.  CONTINUE FOR 1.1 MI. TO T-RD..  CONTINUE STRAIGHT
 ET0934'AHEAD FOR 4.2 MI. AND LOOKOUT TOWER.  STATION IS UNDER CENTER OF
 ET0934'TOWER.
 ET0934'
 ET0934'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0934'NO 3 1969 SET IN A DRILL HOLE IN ROCK.
 ET0934
 ET0934                          STATION RECOVERY (1972)
 ET0934
 ET0934'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0934'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  STATION, A BRASS
 ET0934'DISK IS UNDER CENTER OF HORSETHIEF LOOKOUT TOWER ON HIGH TIMBERED
 ET0934'PEAK, APPROX. 3 MILES S OF CROWN KING RANGER STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2178 ***********************************************************************
 DV2178  DESIGNATION -  HOT SPRINGS
 DV2178  PID         -  DV2178
 DV2178  STATE/COUNTY-  AZ/MARICOPA
 DV2178  USGS QUAD   -  WICKENBURG SW (1965)
 DV2178
 DV2178                         *CURRENT SURVEY CONTROL
 DV2178  ___________________________________________________________________
 DV2178* NAD 83(1992)-  33 45 11.13019(N)    112 38 27.78355(W)     ADJUSTED  
 DV2178* NAVD 88     -       527.2    (meters)    1730.     (feet)  VERTCON   
 DV2178  ___________________________________________________________________
 DV2178  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DV2178  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV2178  HORZ ORDER  -  SECOND
 DV2178
 DV2178.The horizontal coordinates were established by classical geodetic methods
 DV2178.and adjusted by the National Geodetic Survey in August 1993.
 DV2178
 DV2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2178
 DV2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2178
 DV2178.The geoid height was determined by GEOID03.
 DV2178
 DV2178;                    North         East     Units Scale Factor Converg.
 DV2178;SPC AZ C     -   305,505.197   146,250.929   MT  0.99995550   -0 24 09.0
 DV2178;SPC AZ C     - 1,002,313.64    479,825.88   iFT  0.99995550   -0 24 09.0
 DV2178;UTM  12      - 3,735,989.414   348,007.422   MT  0.99988480   -0 54 43.1
 DV2178
 DV2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2178!SPC AZ C     -   0.99992195  x   0.99995550  =   0.99987745
 DV2178!UTM  12      -   0.99992195  x   0.99988480  =   0.99980676
 DV2178
 DV2178:                Primary Azimuth Mark                     Grid Az
 DV2178:SPC AZ C     -  HOT SPRINGS AZ MK                        196 00 23.1
 DV2178:UTM  12      -  HOT SPRINGS AZ MK                        196 30 57.2
 DV2178
 DV2178|---------------------------------------------------------------------|
 DV2178| PID    Reference Object                     Distance      Geod. Az  |
 DV2178|                                                           dddmmss.s |
 DV2178| CH5308 HOT SPRINGS AZ MK                                  1953614.1 |
 DV2178| CH5309 HOT SPRINGS RM 1                     16.450 METERS 19707     |
 DV2178| CH5310 HOT SPRINGS RM 2                     17.157 METERS 28035     |
 DV2178|---------------------------------------------------------------------|
 DV2178
 DV2178                          SUPERSEDED SURVEY CONTROL
 DV2178
 DV2178  NAD 83(1986)-  33 45 11.12746(N)    112 38 27.78754(W) AD(       ) 2
 DV2178  NAD 27      -  33 45 10.98700(N)    112 38 25.15400(W) AD(       ) 2
 DV2178  NGVD 29 (07/19/86)  526.6    (m)         1728.     (f) VERT ANG    3  
 DV2178
 DV2178.Superseded values are not recommended for survey control.
 DV2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2178.See file dsdata.txt to determine how the superseded data were derived.
 DV2178
 DV2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4800735989(NAD 83)
 DV2178_MARKER: DS = TRIANGULATION STATION DISK
 DV2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2178
 DV2178  HISTORY     - Date     Condition        Report By
 DV2178  HISTORY     - 1948     MONUMENTED       CGS
 DV2178  HISTORY     - 1967     GOOD             AMS
 DV2178  HISTORY     - 1972     GOOD             AZHD
 DV2178  HISTORY     - 1981     GOOD             USAF
 DV2178  HISTORY     - 19810114 GOOD             USAF
 DV2178
 DV2178                          STATION DESCRIPTION
 DV2178
 DV2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2178'STATION LOCATED ABOUT 7 MILES AIRLINE SOUTH OF MORRISTOWN
 DV2178'OR HOT SPRINGS JUNCTION, NEAR THE NORTHWEST CORNER OF SECTION
 DV2178'26, R. 4 W. T. 5 N., 90 PACES EAST OF THE NORTHWEST CORNER
 DV2178'OF WICKENBURG FIELD AUXILIARY NO. 4, 50 FEET SOUTH OF THE
 DV2178'CENTERLINE OF ROAD, 3-1/2 PACES SOUTH OF FENCE LINE, 3-1/2
 DV2178'PACES SOUTH OF WHITE WITNESS POST, PROJECTS 4 INCHES AND
 DV2178'STAMPED, HOT SPRINGS 1947.
 DV2178'
 DV2178'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 DV2178'AS STATION, 40 FEET SOUTH OF CENTERLINE OF ROAD, 1 FOOT SOUTH
 DV2178'OF FENCE LINE, PROJECTS 4 INCHES AND STAMPED, HOT SPRINGS
 DV2178'NO 2 1947.
 DV2178'
 DV2178'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV2178'AS STATION, PROJECTS 4 INCHES AND STAMPED, HOT SPRINGS NO
 DV2178'1 1947.
 DV2178'
 DV2178'AZIMUTH MARK IS 9 PACES WEST OF CENTERLINE OF ROAD, PROJECTS
 DV2178'2 INCHES AND STAMPED, HOT SPRINGS 1947.
 DV2178'
 DV2178'TO REACH FROM THE SANTA FE RAILROAD DEPOT AT HOT SPRINGS
 DV2178'JUNCTION IN THE TOWN OF MORRISTOWN, GO SOUTHWEST ON BLADED
 DV2178'ROAD FOR 0.1 MILE TO FORKS AT CATTLE GUARD.  TAKE LEFT
 DV2178'FORK AND GO SOUTH FOR 2.85 MILES TO GATE.  PASS THROUGH GATE
 DV2178'AND CONTINUE SOUTH FOR 4.0 MILES TO A LOCKED GATE AT NORTH
 DV2178'EDGE OF AIRFIELD AND T ROAD INTERSECTION.  TURN RIGHT AND
 DV2178'GO WEST FOR 0.25 MILE TO TOP OF SLIGHT RISE AND STATION
 DV2178'ON LEFT AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV2178'
 DV2178'TO REACH AZIMUTH MARK FROM STATION, GO WEST FOR 0.05 MILE
 DV2178'TO WHERE ROAD TURNS SOUTH AT FENCE CORNER.  TURN SOUTH AND
 DV2178'FOLLOW ROAD FOR 0.25 MILE TO MARK ON RIGHT AS DESCRIBED
 DV2178'ABOVE.
 DV2178
 DV2178                          STATION RECOVERY (1967)
 DV2178
 DV2178'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV2178'DESCRIPTION IS ADEQUATE, R.M.S NO 1 AND NO 2 WERE RECOVERED.
 DV2178'
 DV2178'AZ. MK. WAS NOT SEARCHED FOR.
 DV2178'
 DV2178'STA. NOT WAS NOT OCCUPIED
 DV2178
 DV2178                          STATION RECOVERY (1972)
 DV2178
 DV2178'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2178'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN
 DV2178'
 DV2178'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV2178'
 DV2178'STATION MARK STD. USC AND GS B.C.
 DV2178'
 DV2178'REFERENCE MARKS GOOD
 DV2178
 DV2178                          STATION RECOVERY (1981)
 DV2178
 DV2178'RECOVERY NOTE BY US AIR FORCE 1981 (JCS)
 DV2178'HOT SPRINGS 1947 RECOVERED EXCELLENT AS DESCRIBED.
 DV2178'
 DV2178'HOT SPRINGS NO 1 1947 RECOVERED EXCELLENT AS DESCRIBED.
 DV2178'
 DV2178'HOT SPRINGS NO 2 1947 RECOVERED EXCELLENT AS DESCRIBED.
 DV2178'
 DV2178'TO REACH INACCURATE.  SHOULD BE CHANGED TO--AT CATTLE GUARD,
 DV2178'PROCEED SOUTHWEST ON BLADED ROAD FOR 0.2 MILE, TURN LEFT (SOUTH)
 DV2178'ON TO UNIMPROVED DIRT ROAD (NON BLADED) GO SOUTH FOR 3.8 MILES TO A
 DV2178'TO A WATER TANK, TURN RIGHT (WEST) AT T-INTERSECTION AND FOLLOW FENCE
 DV2178'LINE FOR 0.25 MILE TO A SLIGHT RISE AND THE STATION.
 DV2178'
 DV2178'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND, AN EXHAUSTIVE SEARCH
 DV2178'WAS NOT MADE AT THIS TIME.
 DV2178'
 DV2178'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 AIRLINE MILES SOUTH OF
 DV2178'MORRISTOWN OR HOT SPRINGS JUNCTION.
 DV2178
 DV2178                          STATION RECOVERY (1981)
 DV2178
 DV2178'RECOVERY NOTE BY US AIR FORCE 1981 (JCS)
 DV2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1245 ***********************************************************************
 CY1245  DESIGNATION -  HOT SPRINGS HOTEL BELFRY
 CY1245  PID         -  CY1245
 CY1245  STATE/COUNTY-  AZ/GRAHAM
 CY1245  USGS QUAD   -  EDEN (1985)
 CY1245
 CY1245                         *CURRENT SURVEY CONTROL
 CY1245  ___________________________________________________________________
 CY1245* NAD 83(1992)-  32 59 53.46544(N)    109 53 59.50667(W)     ADJUSTED  
 CY1245* NAVD 88     -              **(meters)            **(feet)            
 CY1245  ___________________________________________________________________
 CY1245  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 CY1245  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY1245  HORZ ORDER  -  THIRD
 CY1245
 CY1245.The horizontal coordinates were established by classical geodetic methods
 CY1245.and adjusted by the National Geodetic Survey in August 1993.
 CY1245
 CY1245
 CY1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1245
 CY1245.The geoid height was determined by GEOID03.
 CY1245
 CY1245;                    North         East     Units Scale Factor Converg.
 CY1245;SPC AZ E     -   221,581.868   238,291.718   MT  0.99990766   +0 08 43.1
 CY1245;SPC AZ E     -   726,974.63    781,796.98   iFT  0.99990766   +0 08 43.1
 CY1245;UTM  12      - 3,651,623.120   602,774.912   MT  0.99973024   +0 35 57.1
 CY1245
 CY1245                          SUPERSEDED SURVEY CONTROL
 CY1245
 CY1245  NAD 83(1986)-  32 59 53.46084(N)    109 53 59.50646(W) AD(       ) 4
 CY1245  NAD 27      -  32 59 53.24100(N)    109 53 57.20300(W) AD(       ) 3
 CY1245
 CY1245.Superseded values are not recommended for survey control.
 CY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1245.See file dsdata.txt to determine how the superseded data were derived.
 CY1245
 CY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0277551623(NAD 83)
 CY1245_MARKER: 75 = BELFRY
 CY1245
 CY1245  HISTORY     - Date     Condition        Report By
 CY1245  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1245
 CY1245                          STATION DESCRIPTION
 CY1245
 CY1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1245'A TOWER AT THE NW CORNER OF A 3-STORY HOTEL WHICH IS SURMOUNTED
 CY1245'BY AN ELECTRIC LIGHT.  THE HOTEL IS A 3-STORY BUILDING, THE
 CY1245'TWO LOWER FLOORS BEING BUILT OF BRICK, AND WITH A PORCH FOR
 CY1245'EACH OF THE TWO LOWER FLOORS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0578 ***********************************************************************
 FP0578  DESIGNATION -  HOUCK
 FP0578  PID         -  FP0578
 FP0578  STATE/COUNTY-  AZ/APACHE
 FP0578  USGS QUAD   -  HOUCK (1971)
 FP0578
 FP0578                         *CURRENT SURVEY CONTROL
 FP0578  ___________________________________________________________________
 FP0578* NAD 83(1992)-  35 17 09.21659(N)    109 09 24.47231(W)     ADJUSTED  
 FP0578* NAVD 88     -      1901.0    (meters)    6237.     (feet)  VERTCON   
 FP0578  ___________________________________________________________________
 FP0578  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FP0578  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 FP0578  HORZ ORDER  -  SECOND
 FP0578
 FP0578.The horizontal coordinates were established by classical geodetic methods
 FP0578.and adjusted by the National Geodetic Survey in August 1993.
 FP0578
 FP0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0578
 FP0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0578
 FP0578.The geoid height was determined by GEOID03.
 FP0578
 FP0578;                    North         East     Units Scale Factor Converg.
 FP0578;SPC AZ E     -   475,756.646   305,219.687   MT  1.00000396   +0 35 00.2
 FP0578;SPC AZ E     - 1,560,881.38  1,001,376.93   iFT  1.00000396   +0 35 00.2
 FP0578;SPC NM W     -   476,100.172   709,611.510   MT  1.00009522   -0 45 52.6
 FP0578;SPC NM W     - 1,562,005.31  2,328,117.10   sFT  1.00009522   -0 45 52.6
 FP0578;UTM  12      - 3,906,306.068   667,617.839   MT  0.99994625   +1 03 53.9
 FP0578
 FP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0578!SPC AZ E     -   0.99970517  x   1.00000396  =   0.99970913
 FP0578!SPC NM W     -   0.99970517  x   1.00009522  =   0.99980036
 FP0578!UTM  12      -   0.99970517  x   0.99994625  =   0.99965144
 FP0578
 FP0578|---------------------------------------------------------------------|
 FP0578| PID    Reference Object                     Distance      Geod. Az  |
 FP0578|                                                           dddmmss.s |
 FP0578| CD3501 HOUCK RM 1                            5.010 METERS 15407     |
 FP0578| CD3502 HOUCK RM 2                            5.854 METERS 25200     |
 FP0578| FP0579 BE                                  APPROX. 2.2 KM 2592111.4 |
 FP0578|---------------------------------------------------------------------|
 FP0578
 FP0578                          SUPERSEDED SURVEY CONTROL
 FP0578
 FP0578  NAD 83(1986)-  35 17 09.21447(N)    109 09 24.47302(W) AD(       ) 2
 FP0578  NAD 27      -  35 17 09.12270(N)    109 09 22.13090(W) AD(       ) 2
 FP0578  NGVD 29 (07/19/86) 1900.0    (m)         6234.     (f) VERT ANG    3  
 FP0578
 FP0578.Superseded values are not recommended for survey control.
 FP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0578.See file dsdata.txt to determine how the superseded data were derived.
 FP0578
 FP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE6761806306(NAD 83)
 FP0578_MARKER: DE = TRAVERSE STATION DISK
 FP0578_SETTING: 66 = SET IN ROCK OUTCROP
 FP0578_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FP0578
 FP0578  HISTORY     - Date     Condition        Report By
 FP0578  HISTORY     - 1959     MONUMENTED       CGS
 FP0578  HISTORY     - 1971     GOOD             USGS
 FP0578
 FP0578                          STATION DESCRIPTION
 FP0578
 FP0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0578'THE STATION IS ABOUT 7 MILES SOUTHWEST OF THE LUPTON POST
 FP0578'OFFICE, 2.9 MILES EAST OF HOUCK, 0.5 MILE NORTHEAST OF MILE
 FP0578'POST 373 AND 0.2 MILE SOUTH OF U.S. HIGHWAY 66 ON AN OUTSTANDING
 FP0578'GREY HILL.
 FP0578'
 FP0578'TO REACH THE STATION FROM THE POST OFFICE AT HOUCK GO EAST ON
 FP0578'U.S. HIGHWAY 66 FOR 2.7 MILES TO A T ROAD RIGHT, TURN RIGHT
 FP0578'AND FOLLOW THE DIRT ROAD SOUTHEAST FOR 50 YARDS TO A DIM TRACK
 FP0578'ROAD LEFT, TURN LEFT AND FOLLOW THE DIM TRACK ROAD NORTHEAST
 FP0578'FOR 0.2 MILE TO THE BASE OF THE HILL.  FROM HERE PACK NORTHEAST
 FP0578'FOR ABOUT 5 MINUTES TO THE SUMMIT OF THE HILL AND THE STATION.
 FP0578'
 FP0578'THE STATION MARK, STAMPED HOUCK 1959, IS A STANDARD TRAVERSE
 FP0578'STATION MARK DISK SET IN A DRILL HOLE IN BEDROCK.  IT IS 7
 FP0578'FEET NORTHWEST OF A CAIRN AND 6 FEET SOUTHEAST OF THE WITNESS
 FP0578'POST.
 FP0578'
 FP0578'REFERENCE MARK NO. 1, STAMPED HOUCK NO 1 1959, IS A STANDARD
 FP0578'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 FP0578'IT IS 11 FEET SOUTHWEST OF THE CAIRN.
 FP0578'
 FP0578'REFERENCE MARK NO. 2, STAMPED HOUCK NO 2 1959, IS A STANDARD
 FP0578'DISK CEMENTED IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT
 FP0578'IS 24 FEET WEST OF THE CAIRN.
 FP0578'
 FP0578'TRAVERSE STATION BE WILL SERVE AS THE AZIMUTH MARK, SEE
 FP0578'DESCRIPTION THEREOF.
 FP0578
 FP0578                          STATION RECOVERY (1971)
 FP0578
 FP0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JRM)
 FP0578'TO REACH THE STATION FROM THE POST OFFICE OF HOUCK GO EAST FOR
 FP0578'3 MILES ALONG THE FRONTAGE ROAD, NORTH OF THE WEST BOUND
 FP0578'LANE OF I-40 AND U.S. 66.  WHERE TURN RIGHT ON ALLENTOWN ROAD
 FP0578'OVERPASS, CONTINUE ON ACROSS OVERPASS FOR 0.1 MILE SOUTH TO
 FP0578'A DIM TRACK ROAD.  TURN LEFT OFF OF PAVEMENT GO 0.1 MILE TO
 FP0578'FOOT OF GREY HILL THEN END TRUCK TRAVEL.  FROM HERE PACK
 FP0578'SOUTH TO SUMMIT OF GREY HILL AND STATION.  LENGTH OF PACK IS
 FP0578'2-4 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0141 ***********************************************************************
 DV0141  DESIGNATION -  HOUND RM 1
 DV0141  PID         -  DV0141
 DV0141  STATE/COUNTY-  AZ/MARICOPA
 DV0141  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0141
 DV0141                         *CURRENT SURVEY CONTROL
 DV0141  ___________________________________________________________________
 DV0141* NAD 83(1986)-  33 51 21.     (N)    112 08 42.     (W)     SCALED    
 DV0141* NAVD 88     -       549.28   (+/-2cm)    1802.1    (feet)  VERTCON   
 DV0141  ___________________________________________________________________
 DV0141  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DV0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0141
 DV0141.The horizontal coordinates were scaled from a topographic map and have
 DV0141.an estimated accuracy of +/- 6 seconds.
 DV0141
 DV0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0141.The vertical order pertains to the NGVD 29 superseded value.
 DV0141
 DV0141.The geoid height was determined by GEOID03.
 DV0141
 DV0141;                    North         East    Units  Estimated Accuracy
 DV0141;SPC AZ C     -   316,690.      192,230.      MT  (+/- 180 meters Scaled)
 DV0141
 DV0141                          SUPERSEDED SURVEY CONTROL
 DV0141
 DV0141  NGVD 29 (??/??/92)  548.679  (m)         1800.12   (f) ADJ UNCH    2 0
 DV0141
 DV0141.Superseded values are not recommended for survey control.
 DV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0141.See file dsdata.txt to determine how the superseded data were derived.
 DV0141
 DV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940467(NAD 83)
 DV0141_MARKER: DR = REFERENCE MARK DISK
 DV0141_SETTING: 80 = SET IN A BOULDER
 DV0141_SP_SET: BOULDER
 DV0141_STAMPING: HOUND NO 1 1959
 DV0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0141+STABILITY: SURFACE MOTION
 DV0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0141+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0141
 DV0141  HISTORY     - Date     Condition        Report By
 DV0141  HISTORY     - 1959     MONUMENTED       CGS
 DV0141  HISTORY     - 1967     GOOD             NGS
 DV0141  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0141  HISTORY     - 20070629 GOOD             GEOCAC
 DV0141
 DV0141                          STATION DESCRIPTION
 DV0141
 DV0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0141'3.4 MI S FROM NEW RIVER.
 DV0141'3.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0141'RIVER TO THE MARK ON THE RIGHT.  THIS IS 0.2 MILE SOUTH OF A HIGHWAY
 DV0141'REST AREA.  166 FEET NORTHWEST OF MILE POST 228, 59 FEET SOUTHWEST OF
 DV0141'A PROMINENT CACTUS, 27 FEET SOUTH OF THE STATION MARK, 21 FEET SOUTH
 DV0141'OF THE WITNESS POST AND 2 1/2 FEET EAST OF THE RIGHT OF WAY FENCE
 DV0141'LINE.  THE MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DV0141'MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 DV0141
 DV0141                          STATION RECOVERY (1995)
 DV0141
 DV0141'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0141'MARK NOT FOUND.
 DV0141
 DV0141                          STATION RECOVERY (2007)
 DV0141
 DV0141'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0141'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0141'THE DESCRIPTION   THE MARK IS 26.5 FEET SOUTH OF THE REMAINING
 DV0141'CONCRETE MONUMENT OF STATION HOUND. HANDHELD COORDINATES
 DV0141'32 51 21.2 (N)   112 08 41.9 (W)  (NAD 83).
 DV0141' 
 DV0141'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0141'AND ANTHEM WAY, TRAVEL SOUTH ON INTERSTATE 17 FOR 1.1 MILES AND THE
 DV0141'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0143 ***********************************************************************
 DV0143  DESIGNATION -  HOUND RM 2
 DV0143  PID         -  DV0143
 DV0143  STATE/COUNTY-  AZ/MARICOPA
 DV0143  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0143
 DV0143                         *CURRENT SURVEY CONTROL
 DV0143  ___________________________________________________________________
 DV0143* NAD 83(1986)-  33 51 21.     (N)    112 08 42.     (W)     SCALED    
 DV0143* NAVD 88     -       549.70   (+/-2cm)    1803.5    (feet)  VERTCON   
 DV0143  ___________________________________________________________________
 DV0143  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DV0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0143
 DV0143.The horizontal coordinates were scaled from a topographic map and have
 DV0143.an estimated accuracy of +/- 6 seconds.
 DV0143
 DV0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0143.The vertical order pertains to the NGVD 29 superseded value.
 DV0143
 DV0143.The geoid height was determined by GEOID03.
 DV0143
 DV0143;                    North         East    Units  Estimated Accuracy
 DV0143;SPC AZ C     -   316,690.      192,230.      MT  (+/- 180 meters Scaled)
 DV0143
 DV0143                          SUPERSEDED SURVEY CONTROL
 DV0143
 DV0143  NGVD 29 (??/??/92)  549.100  (m)         1801.51   (f) ADJ UNCH    2 0
 DV0143
 DV0143.Superseded values are not recommended for survey control.
 DV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0143.See file dsdata.txt to determine how the superseded data were derived.
 DV0143
 DV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940467(NAD 83)
 DV0143_MARKER: DB = BENCH MARK DISK
 DV0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0143_SP_SET: MONUMENT
 DV0143_STAMPING: HOUND NO 2 1959
 DV0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0143+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0143
 DV0143  HISTORY     - Date     Condition        Report By
 DV0143  HISTORY     - 1959     MONUMENTED       CGS
 DV0143  HISTORY     - 1970     GOOD             NGS
 DV0143  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0143  HISTORY     - 20070629 GOOD             GEOCAC
 DV0143
 DV0143                          STATION DESCRIPTION
 DV0143
 DV0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0143'3.4 MI S FROM NEW RIVER.
 DV0143'3.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0143'RIVER TO THE MARK ON THE RIGHT.  131 FEET WEST OF THE CENTER LINE OF
 DV0143'THE SOUTH BOUND LANES, 60 FEET WEST OF A PROMINENT CACTUS, 33 FEET
 DV0143'WEST OF TRIANGULATION STATION HOUND, 29 FEET WEST OF THE WITNESS POST
 DV0143'AND 28 FEET WEST OF THE RIGHT OF WAY FENCE.  THE MARK IS SET IN THE
 DV0143'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 DV0143'INCHES.
 DV0143
 DV0143                          STATION RECOVERY (1995)
 DV0143
 DV0143'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0143'MARK NOT FOUND.
 DV0143
 DV0143                          STATION RECOVERY (2007)
 DV0143
 DV0143'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0143'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0143'THE DESCRIPTION   THE MARK IS 32.6 FEET WEST OF THE REMAINING CONCRETE
 DV0143'MONUMENT OF STATION HOUND. HANDHELD COORDINATES
 DV0143'32 51 21.3 (N)   112 08 42.2 (W)  (NAD 83).
 DV0143' 
 DV0143'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0143'AND ANTHEM WAY, TRAVEL SOUTH ON INTERSTATE 17 FOR 1.1 MILES AND THE
 DV0143'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0707 ***********************************************************************
 FQ0707  DESIGNATION -  HOUSE
 FQ0707  PID         -  FQ0707
 FQ0707  STATE/COUNTY-  AZ/COCONINO
 FQ0707  USGS QUAD   -  EBERT MTN (1989)
 FQ0707
 FQ0707                         *CURRENT SURVEY CONTROL
 FQ0707  ___________________________________________________________________
 FQ0707* NAD 83(1992)-  35 33 19.67907(N)    111 53 46.04882(W)     ADJUSTED  
 FQ0707* NAVD 88     -      2128.4    (meters)    6983.     (feet)  VERTCON   
 FQ0707  ___________________________________________________________________
 FQ0707  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 FQ0707  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0707  HORZ ORDER  -  SECOND
 FQ0707
 FQ0707.The horizontal coordinates were established by classical geodetic methods
 FQ0707.and adjusted by the National Geodetic Survey in August 1993.
 FQ0707
 FQ0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0707
 FQ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0707
 FQ0707.The geoid height was determined by GEOID03.
 FQ0707
 FQ0707;                    North         East     Units Scale Factor Converg.
 FQ0707;SPC AZ C     -   505,194.842   215,222.294   MT  0.99990004   +0 00 43.0
 FQ0707;SPC AZ C     - 1,657,463.39    706,109.89   iFT  0.99990004   +0 00 43.0
 FQ0707;UTM  12      - 3,935,014.350   418,782.503   MT  0.99968128   -0 31 16.0
 FQ0707
 FQ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0707!SPC AZ C     -   0.99966965  x   0.99990004  =   0.99956973
 FQ0707!UTM  12      -   0.99966965  x   0.99968128  =   0.99935104
 FQ0707
 FQ0707:                Primary Azimuth Mark                     Grid Az
 FQ0707:SPC AZ C     -  WALLACE                                  129 13 05.9
 FQ0707:UTM  12      -  WALLACE                                  129 45 04.9
 FQ0707
 FQ0707|---------------------------------------------------------------------|
 FQ0707| PID    Reference Object                     Distance      Geod. Az  |
 FQ0707|                                                           dddmmss.s |
 FQ0707| FQ0677 WALLACE                             APPROX.10.4 KM 1291348.9 |
 FQ0707| CH2519 HOUSE RM 1                            5.442 METERS 15833     |
 FQ0707| CH2520 HOUSE RM 2                            6.362 METERS 32957     |
 FQ0707|---------------------------------------------------------------------|
 FQ0707
 FQ0707                          SUPERSEDED SURVEY CONTROL
 FQ0707
 FQ0707  NAD 83(1986)-  35 33 19.67715(N)    111 53 46.04430(W) AD(       ) 2
 FQ0707  NAD 27      -  35 33 19.68158(N)    111 53 43.47416(W) AD(       ) 2
 FQ0707  NGVD 29 (07/19/86) 2127.4    (m)         6980.     (f) VERT ANG    3  
 FQ0707
 FQ0707.Superseded values are not recommended for survey control.
 FQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0707.See file dsdata.txt to determine how the superseded data were derived.
 FQ0707
 FQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1878335014(NAD 83)
 FQ0707_MARKER: DD = SURVEY DISK
 FQ0707_SETTING: 80 = SET IN A BOULDER
 FQ0707_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0707
 FQ0707  HISTORY     - Date     Condition        Report By
 FQ0707  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0707
 FQ0707                          STATION DESCRIPTION
 FQ0707
 FQ0707'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0707'THE STATION IS LOCATED ABOUT 28.7 MILES NORTHWEST OF FLAGSTAFF
 FQ0707'AND ABOUT 0.5 MILE SOUTH OF U.S. 180 ON A SMALL HILL COVERED BY
 FQ0707'ROCK OUTCROP.
 FQ0707'
 FQ0707'THE STATION IS AN AZDT HIGHWAY DIVISION DISK STAMPED HOUSE 1976
 FQ0707'AND IS EPOXIED IN A DRILL HOLE IN THE HIGHEST POINT OF A TALL
 FQ0707'ROCK OUTCROP ON A SMALL HILL.
 FQ0707'
 FQ0707'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED HOUSE RM
 FQ0707'1 1976 AND IS EPOXIED TO THE SAME ROCK OUTCROP AS THE STATION.
 FQ0707'
 FQ0707'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED HOUSE RM 2
 FQ0707'1976 AND IS EPOXIED TO THE LOWER PART OF A LARGE ROCK OUTCROP
 FQ0707'N.NW OF THE STATION.
 FQ0707'
 FQ0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND 180
 FQ0707'IN FLAGSTAFF, TRAVEL NORTH ON U.S. 180 TO MILEPOST 252.8, TURN
 FQ0707'LEFT AT CROSSWIRE GATE AND FOREST SERVICE RD. 715, GO THROUGH
 FQ0707'GATE TO A LEFT FORK (APPROX. 100 FEET AHEAD OF GATE) TAKE LEFT
 FQ0707'FORK AND GO 0.05 MILE AND TURN RIGHT, FOLLOW STRAIGHT ROAD FOR
 FQ0707'0.30 MILE, CONTINUE 50 FEET AHEAD TO A RIGHT FORK AND A DIM
 FQ0707'TRACK ROAD ALONGSIDE OF A HILL.  PROCEED FOR 0.35 MILE TO A
 FQ0707'RIGHT TURN, CONTINUE WEST AS ROAD WINDS UP HILL TO THE EAST,
 FQ0707'CONTINUE EAST FOR 0.2 MILE AS ROAD TURNS RIGHT, CONTINUE 0.1
 FQ0707'MILE TO A VERY DIM *TRACK ROAD ON THE LEFT.  FOLLOW TRACK ROAD
 FQ0707'FOR APPROXIMATELY 0.5 MILE TO END OF TRACK TRAVEL AT BASE OF A
 FQ0707'SMALL HILL.  STATION IS LOCATED ON TOP OF A TALL ROCK OUTCROP.
 FQ0707'
 FQ0707'*TRACK ROAD IS QUITE DIM, IF NOT FOUND IN FUTURE, PICK YOUR WAY
 FQ0707'THROUGH CEDARS AND JUNIPERS FOR ABOUT 0.5 MILE.  BEST TO END UP ON
 FQ0707'SOUTH SIDE OF OUTCROP.
 FQ0707'
 FQ0707'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0655 ***********************************************************************
 GP0655  DESIGNATION -  HOUSE
 GP0655  PID         -  GP0655
 GP0655  STATE/COUNTY-  AZ/NAVAJO
 GP0655  USGS QUAD   -  SHONTO NW (1980)
 GP0655
 GP0655                         *CURRENT SURVEY CONTROL
 GP0655  ___________________________________________________________________
 GP0655* NAD 83(2007)-  36 42 46.56124(N)    110 42 26.17145(W)     ADJUSTED  
 GP0655* NAVD 88     -      2170.8    (meters)    7122.     (feet)  GPS OBS   
 GP0655  ___________________________________________________________________
 GP0655  EPOCH DATE  -        2007.00
 GP0655  X           -  -1,810,690.508 (meters)                     COMP
 GP0655  Y           -  -4,790,015.224 (meters)                     COMP
 GP0655  Z           -   3,793,188.089 (meters)                     COMP
 GP0655  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 GP0655  ELLIP HEIGHT-        2149.726 (meters)          (02/10/07) ADJUSTED
 GP0655  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 GP0655
 GP0655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0655  Type    PID    Designation                      North   East  Ellip
 GP0655  -------------------------------------------------------------------
 GP0655  NETWORK GP0655 HOUSE                             1.16   1.16   3.10
 GP0655  -------------------------------------------------------------------
 GP0655
 GP0655.The horizontal coordinates were established by GPS observations
 GP0655.and adjusted by the National Geodetic Survey in February 2007.
 GP0655
 GP0655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0655.The horizontal coordinates are valid at the epoch date displayed above.
 GP0655.The epoch date for horizontal control is a decimal equivalence
 GP0655.of Year/Month/Day.
 GP0655
 GP0655.The orthometric height was determined by GPS observations and a
 GP0655.high-resolution geoid model.
 GP0655
 GP0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0655
 GP0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0655
 GP0655.The ellipsoidal height was determined by GPS observations
 GP0655.and is referenced to NAD 83.
 GP0655
 GP0655.The geoid height was determined by GEOID03.
 GP0655
 GP0655;                    North         East     Units Scale Factor Converg.
 GP0655;SPC AZ E     -   633,752.319   165,064.338   MT  0.99992873   -0 19 23.5
 GP0655;SPC AZ E     - 2,079,239.89    541,549.67   iFT  0.99992873   -0 19 23.5
 GP0655;SPC AZ C     -   634,297.852   321,405.275   MT  1.00004378   +0 43 23.0
 GP0655;SPC AZ C     - 2,081,029.70  1,054,479.25   iFT  1.00004378   +0 43 23.0
 GP0655;UTM  12      - 4,063,067.866   526,143.598   MT  0.99960842   +0 10 30.0
 GP0655
 GP0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0655!SPC AZ E     -   0.99966274  x   0.99992873  =   0.99959150
 GP0655!SPC AZ C     -   0.99966274  x   1.00004378  =   0.99970651
 GP0655!UTM  12      -   0.99966274  x   0.99960842  =   0.99927129
 GP0655
 GP0655:                Primary Azimuth Mark                     Grid Az
 GP0655:SPC AZ E     -  TALL MTN MICROWAVE TOWER                 029 53 24.4
 GP0655:SPC AZ C     -  TALL MTN MICROWAVE TOWER                 028 50 37.9
 GP0655:UTM  12      -  TALL MTN MICROWAVE TOWER                 029 23 30.9
 GP0655
 GP0655|---------------------------------------------------------------------|
 GP0655| PID    Reference Object                     Distance      Geod. Az  |
 GP0655|                                                           dddmmss.s |
 GP0655| GP0648 TALL MTN MICROWAVE TOWER            APPROX. 9.4 KM 0293400.9 |
 GP0655| CD3503 HOUSE RM 1                           42.900 METERS 09338     |
 GP0655| GP0654 SHONTO WATER TANK                   APPROX.13.3 KM 1603744.0 |
 GP0655| GP0656 INSCRIPTION HOUSE WATER TANK        APPROX. 4.2 KM 2125403.3 |
 GP0655| CD3504 HOUSE RM 2                           28.023 METERS 22416     |
 GP0655| GP0657 WHITE MESA                          APPROX.25.0 KM 2333908.6 |
 GP0655|---------------------------------------------------------------------|
 GP0655
 GP0655                          SUPERSEDED SURVEY CONTROL
 GP0655
 GP0655  NAD 83(1992)-  36 42 46.56094(N)    110 42 26.17097(W) AD(       ) A
 GP0655  ELLIP H (06/28/00) 2149.749  (m)                       GP(       ) 4 1
 GP0655  NAD 83(1992)-  36 42 46.55672(N)    110 42 26.17333(W) AD(       ) 2
 GP0655  NAD 83(1986)-  36 42 46.55586(N)    110 42 26.17144(W) AD(       ) 2
 GP0655  NAD 27      -  36 42 46.55771(N)    110 42 23.66767(W) AD(       ) 2
 GP0655  NGVD 29 (07/19/86) 2169.7    (m)         7118.     (f) VERT ANG    3  
 GP0655
 GP0655.Superseded values are not recommended for survey control.
 GP0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0655.See file dsdata.txt to determine how the superseded data were derived.
 GP0655
 GP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF2614463068(NAD 83)
 GP0655_MARKER: DD = SURVEY DISK
 GP0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0655_STAMPING: HOUSE 1970
 GP0655_MARK LOGO: DI    
 GP0655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0655+STABILITY: SURFACE MOTION
 GP0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0655+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1999
 GP0655
 GP0655  HISTORY     - Date     Condition        Report By
 GP0655  HISTORY     - 1970     MONUMENTED       USGS
 GP0655  HISTORY     - 19990620 GOOD             NAVNAT
 GP0655
 GP0655                          STATION DESCRIPTION
 GP0655
 GP0655'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0655'RM 1 TO RM 2, NOT MEASURED.
 GP0655'
 GP0655'INSTRUMENT STAND 14.2 FT ABOVE STATION MARK.
 GP0655'
 GP0655'LOCATED ABOUT 46 MI NE. OF TUBA CITY.  ABOUT 25 MI NNE. OF COW
 GP0655'SPRINGS TRADING POST.  ON THE HIGHEST POINT OF THE RIDGE BETWEEN
 GP0655'NAVAJO CREEK AND BEGASHIBTO WASH DRAINAGE.
 GP0655'
 GP0655'TO REACH FROM THE JUNCTION OF HIGHWAYS 164 AND 264 AT TUBA CITY DRIVE
 GP0655'N. ON HIGHWAY 164 FOR 29.3 MI TO Y-RD. AND SIGN INSCRIPTION HOUSE.
 GP0655'TURN LEFT ON GRAVELED RD FOR 20.2 MI TO INSCRIPTION HOUSE TRADING
 GP0655'POST.  CONTINUE N. ON MAIN RD.  4.8 MI TO HIGH POINT OF RIDGE AND
 GP0655'BORROW PIT LEFT OF ROAD.  TURN LEFT OFF RD. AND DRIVE WESTERLY
 GP0655'THROUGH JUNIPER TREES ABOUT 450 FT TO STATION.
 GP0655'
 GP0655'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED HOUSE 1970 CEMENTED
 GP0655'IN CONCRETE POST PROJECTING ABOUT 0.1 FT ABOVE GROUND.
 GP0655'
 GP0655'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0655'CEMENTED INTO A CONCRETE POST.
 GP0655'
 GP0655'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0655'CEMENTED INTO A CONCRETE POST.
 GP0655
 GP0655                          STATION RECOVERY (1999)
 GP0655
 GP0655'RECOVERY NOTE BY NAVAJO NATION 1999 (LY)
 GP0655'THE STATION IS LOCATED ABOUT 74.0 KM (46.00 MI) NORTHEAST OF TUBA
 GP0655'CITY, 41.8 KM (25.95 MI) WEST OF KAYENTA, 15.37 KM (9.55 MI)
 GP0655'WEST-NORTHWEST OF NAVAJO NATIONAL MONUMENT VISITOR CENTER, 8.29 KM
 GP0655'(5.15 MI) NORTHEAST OF INSCRIPTION HOUSE TRADING POST AND ABOUT 0.24
 GP0655'KM (0.15 MI) NORTHWEST OF INDIAN ROUTE 16 IN A JUNIPER AND PINON
 GP0655'FORESTED AREA.  OWNERSHIP--NAVAJO NATION.  TO REACH THE STATION FROM
 GP0655'THE JUNCTION OF US HIGHWAY 160 AND STATE ROUTE 98, ABOUT 48.3 KM
 GP0655'(30.00 MI) SOUTHWEST OF KAYENTA, GO NORTHWEST ON ROUTE 98 FOR 19.3 KM
 GP0655'(12.00 MI) TO THE JUNCTION OF INDIAN ROUTE 16 ON THE RIGHT.  TURN
 GP0655'RIGHT AND GO NORTH-NORTHEAST ON ROUTE 16 FOR 14.2 KM (8.80 MI) TO A
 GP0655'TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE TRACK ROAD
 GP0655'FOR 0.08 KM (0.05 MI) TO A FORK IN THE ROAD.  BEAR RIGHT AND GO
 GP0655'NORTHERLY ON THE MAIN TRACK ROAD FOR 2.6 KM (1.60 MI) TO A
 GP0655'T-INTERSECTION.  FROM THIS INTERSECTION GO WEST-SOUTHWEST ABOUT FOR
 GP0655'0.2 KM (0.10 MI) TO THE STATION IN A WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1357 ***********************************************************************
 FS1357  DESIGNATION -  HOUSE
 FS1357  PID         -  FS1357
 FS1357  STATE/COUNTY-  AZ/MOHAVE
 FS1357  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1357
 FS1357                         *CURRENT SURVEY CONTROL
 FS1357  ___________________________________________________________________
 FS1357* NAD 83(1992)-  35 50 45.82260(N)    114 35 10.90138(W)     ADJUSTED  
 FS1357* NAVD 88     -       741.4    (meters)    2432.     (feet)  VERTCON   
 FS1357  ___________________________________________________________________
 FS1357  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 FS1357  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS1357  HORZ ORDER  -  SECOND
 FS1357
 FS1357.The horizontal coordinates were established by classical geodetic methods
 FS1357.and adjusted by the National Geodetic Survey in August 1993.
 FS1357
 FS1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1357
 FS1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1357
 FS1357.The geoid height was determined by GEOID03.
 FS1357
 FS1357;                    North         East     Units Scale Factor Converg.
 FS1357;SPC AZ W     -   537,774.841   137,808.468   MT  1.00000364   -0 29 23.3
 FS1357;SPC AZ W     - 1,764,353.15    452,127.52   iFT  1.00000364   -0 29 23.3
 FS1357;UTM  11      - 3,969,564.295   717,977.908   MT  1.00018552   +1 24 50.4
 FS1357
 FS1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1357!SPC AZ W     -   0.99988808  x   1.00000364  =   0.99989172
 FS1357!UTM  11      -   0.99988808  x   1.00018552  =   1.00007358
 FS1357
 FS1357|---------------------------------------------------------------------|
 FS1357| PID    Reference Object                     Distance      Geod. Az  |
 FS1357|                                                           dddmmss.s |
 FS1357| CS4810 HOUSE RM 1                           11.920 METERS 02420     |
 FS1357| CS4811 HOUSE RM 2                            4.449 METERS 26418     |
 FS1357| FS1369 WILLOW                              APPROX. 3.6 KM 3291338.0 |
 FS1357|---------------------------------------------------------------------|
 FS1357
 FS1357                          SUPERSEDED SURVEY CONTROL
 FS1357
 FS1357  NAD 83(1986)-  35 50 45.81151(N)    114 35 10.89200(W) AD(       ) 2
 FS1357  NGVD 29 (11/23/90)  740.7    (m)         2430.     (f) VERT ANG    3  
 FS1357
 FS1357.Superseded values are not recommended for survey control.
 FS1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1357.See file dsdata.txt to determine how the superseded data were derived.
 FS1357
 FS1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1797869564(NAD 83)
 FS1357_MARKER: DS = TRIANGULATION STATION DISK
 FS1357_SETTING: 66 = SET IN ROCK OUTCROP
 FS1357_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1357+STABILITY: POSITION/ELEVATION WELL
 FS1357
 FS1357  HISTORY     - Date     Condition        Report By
 FS1357  HISTORY     - 1981     MONUMENTED       AZDT
 FS1357
 FS1357                          STATION DESCRIPTION
 FS1357
 FS1357'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1357'THE STATION IS LOCATED 25 MILES NORTHWEST OF DOLAN SPRINGS, 14.5 MILES
 FS1357'SOUTHEAST OF HOVER DAM.  IT IS ON THE MOST NORTHWESTERLY POINT OF A
 FS1357'RIDGE 1600 FEET SOUTHWEST OF HOUSHOLDER PASS WHICH HAS CLIFFS ON WEST
 FS1357'AND SOUTH.
 FS1357'
 FS1357'THE STATION MARK IS AN ADOT DISK STAMPED---HOUSE 1981.  IT IS SET IN A
 FS1357'DRILL HOLE IN A ROCK OUTCROP.
 FS1357'
 FS1357'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---HOUSE RM 1 1981.  IT IS SET
 FS1357'IN A A DRILL HOLE IN AN OUTCROP.
 FS1357'
 FS1357'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---HOUSE RM 2 1981.  IT IS SET
 FS1357'IN A DRILL HOLE IN AN OUTCROP.
 FS1357'
 FS1357'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1357'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1357'US 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.
 FS1357'TRAVEL NORTH ALONG US 93 FOR 52 MILES TO THE TEMPLE BAR ROAD ON THE
 FS1357'RIGHT, CONTINUE NORTH ALONG US 93 FOR 1.9 MILES TO LAKE MEAD
 FS1357'RECREATION AREA SIGN ON RIGHT, CONTINUE NORTH ON US 93 0.3 MILE TO A
 FS1357'PULLOUT AREA ON LEFT AND A LARGE HIGHWAY CUT AT HOUSHOULDER PASS AND
 FS1357'END OF TRUCK TRAVEL.  PACK NORTHWEST ALONG RIDGE TO LAST HIGH POINT
 FS1357'THAT HAS CLIFFS ON SOUTH AND WEST SIDE AND OVERLOOKS THE LOW COUNTRY
 FS1357'TO THE WEST AND NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0253 ***********************************************************************
 GQ0253  DESIGNATION -  HOUSEROCK
 GQ0253  PID         -  GQ0253
 GQ0253  STATE/COUNTY-  AZ/COCONINO
 GQ0253  USGS QUAD   -  HOUSE ROCK SPRING (1988)
 GQ0253
 GQ0253                         *CURRENT SURVEY CONTROL
 GQ0253  ___________________________________________________________________
 GQ0253* NAD 83(1992)-  36 48 42.05697(N)    112 06 40.84085(W)     ADJUSTED  
 GQ0253* NAVD 88     -      2220.1    (meters)    7284.     (feet)  VERTCON   
 GQ0253  ___________________________________________________________________
 GQ0253  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 GQ0253  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 GQ0253  HORZ ORDER  -  THIRD
 GQ0253
 GQ0253.The horizontal coordinates were established by classical geodetic methods
 GQ0253.and adjusted by the National Geodetic Survey in August 1993.
 GQ0253
 GQ0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0253
 GQ0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0253
 GQ0253.The geoid height was determined by GEOID03.
 GQ0253
 GQ0253;                    North         East     Units Scale Factor Converg.
 GQ0253;SPC AZ C     -   644,591.168   195,990.471   MT  0.99990372   -0 06 59.9
 GQ0253;SPC AZ C     - 2,114,800.42    643,013.36   iFT  0.99990372   -0 06 59.9
 GQ0253;UTM  12      - 4,074,558.114   400,871.827   MT  0.99972106   -0 39 57.4
 GQ0253
 GQ0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0253!SPC AZ C     -   0.99965515  x   0.99990372  =   0.99955890
 GQ0253!UTM  12      -   0.99965515  x   0.99972106  =   0.99937630
 GQ0253
 GQ0253:                Primary Azimuth Mark                     Grid Az
 GQ0253:SPC AZ C     -  LOOKOUT                                  192 27 35.6
 GQ0253:UTM  12      -  LOOKOUT                                  193 00 33.1
 GQ0253
 GQ0253|---------------------------------------------------------------------|
 GQ0253| PID    Reference Object                     Distance      Geod. Az  |
 GQ0253|                                                           dddmmss.s |
 GQ0253| GQ0258 LOOKOUT                             APPROX.13.1 KM 1922035.7 |
 GQ0253|---------------------------------------------------------------------|
 GQ0253
 GQ0253                          SUPERSEDED SURVEY CONTROL
 GQ0253
 GQ0253  NAD 83(1986)-  36 48 42.05794(N)    112 06 40.83739(W) AD(       ) 3
 GQ0253  NGVD 29 (05/08/89) 2219.0    (m)         7280.     (f) VERT ANG    3  
 GQ0253
 GQ0253.Superseded values are not recommended for survey control.
 GQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0253.See file dsdata.txt to determine how the superseded data were derived.
 GQ0253
 GQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0087274558(NAD 83)
 GQ0253_MARKER: DS = TRIANGULATION STATION DISK
 GQ0253_SETTING: 80 = SET IN A BOULDER
 GQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0253+STABILITY: SURFACE MOTION
 GQ0253
 GQ0253  HISTORY     - Date     Condition        Report By
 GQ0253  HISTORY     - 1933     MONUMENTED       USGS
 GQ0253
 GQ0253                          STATION DESCRIPTION
 GQ0253
 GQ0253'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0253'LOCATED 5.5 MI N. AND 3.5 MI W. OF HOUSEROCK SERVICE STATION IN
 GQ0253'HOUSEROCK VALLEY, ABOUT 0.35 MI S. OF GLO IRON POST MARKING COR
 GQ0253'SECS 5 6 31 AND 32 T39 AND 40N R3E.
 GQ0253'
 GQ0253'TO REACH FROM HOUSEROCK SERVICE STATION, FOLLOW RD. N. TO POINT
 GQ0253'ABOUT 0.5 MI S. OF RD. E. TO HOUSEROCK SPRINGS, ALSO ABOUT 1 MI
 GQ0253'S. OF OLD LEES FERRY RD. INTERSECTION, ALSO ABOUT 100 YARDS S. OF
 GQ0253'SECTION CORNER POST ON WEST SIDE OF RD.  TURN W. CROSS-COUNTRY TO
 GQ0253'TOE OF LONG RIDGE WHICH PROJECTS INTO VALLEY AND APPEARS LOWER
 GQ0253'THAN ONES TO N. AND S.  FOLLOW TRAIL UP CREST OF RIDGE ABOUT 2.5
 GQ0253'MI TO TREE BLAZED ON THREE SIDES.  TURN NW. ACROSS SMALL DRAIN AND
 GQ0253'CONTINUE ABOUT 250 YARDS TO STATION.
 GQ0253'
 GQ0253'STATION MARK--STANDARD TABLET STAMPED---HOUSEROCK 1933---, CEMENTED
 GQ0253'IN BOULDER IMBEDDED IN GROUND.
 GQ0253'
 GQ0253'RM 1--COPPER NAIL AND WASHER IN BLAZE ON PINON TREE.
 GQ0253'
 GQ0253'RM 2--COPPER NAIL AND WASHER IN BLAZE ON JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2205 ***********************************************************************
 DV2205  DESIGNATION -  HOVIS
 DV2205  PID         -  DV2205
 DV2205  STATE/COUNTY-  AZ/MARICOPA
 DV2205  USGS QUAD   -  BELMONT MOUNTAIN (1989)
 DV2205
 DV2205                         *CURRENT SURVEY CONTROL
 DV2205  ___________________________________________________________________
 DV2205* NAD 83(1992)-  33 44 39.45294(N)    112 59 28.38193(W)     ADJUSTED  
 DV2205* NAVD 88     -       649.6    (meters)    2131.     (feet)  VERTCON   
 DV2205  ___________________________________________________________________
 DV2205  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DV2205  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV2205  HORZ ORDER  -  SECOND
 DV2205
 DV2205.The horizontal coordinates were established by classical geodetic methods
 DV2205.and adjusted by the National Geodetic Survey in August 1993.
 DV2205
 DV2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2205
 DV2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2205
 DV2205.The geoid height was determined by GEOID03.
 DV2205
 DV2205;                    North         East     Units Scale Factor Converg.
 DV2205;SPC AZ C     -   304,812.230   113,799.113   MT  1.00002216   -0 35 49.0
 DV2205;SPC AZ C     - 1,000,040.12    373,356.67   iFT  1.00002216   -0 35 49.0
 DV2205;UTM  12      - 3,735,585.043   315,551.919   MT  1.00001943   -1 06 23.1
 DV2205
 DV2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2205!SPC AZ C     -   0.99990278  x   1.00002216  =   0.99992494
 DV2205!UTM  12      -   0.99990278  x   1.00001943  =   0.99992221
 DV2205
 DV2205:                Primary Azimuth Mark                     Grid Az
 DV2205:SPC AZ C     -  HOVIS AZ MK                              035 45 50.9
 DV2205:UTM  12      -  HOVIS AZ MK                              036 16 25.0
 DV2205
 DV2205|---------------------------------------------------------------------|
 DV2205| PID    Reference Object                     Distance      Geod. Az  |
 DV2205|                                                           dddmmss.s |
 DV2205| CH5311 HOVIS AZ MK                                        0351001.9 |
 DV2205| CH5312 HOVIS RM 1                            8.162 METERS 11304     |
 DV2205| CH5313 HOVIS RM 2                            7.553 METERS 19754     |
 DV2205|---------------------------------------------------------------------|
 DV2205
 DV2205                          SUPERSEDED SURVEY CONTROL
 DV2205
 DV2205  NAD 83(1986)-  33 44 39.45062(N)    112 59 28.38424(W) AD(       ) 2
 DV2205  NAD 27      -  33 44 39.33000(N)    112 59 25.72700(W) AD(       ) 2
 DV2205  NGVD 29 (07/19/86)  648.9    (m)         2129.     (f) VERT ANG    3  
 DV2205
 DV2205.Superseded values are not recommended for survey control.
 DV2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2205.See file dsdata.txt to determine how the superseded data were derived.
 DV2205
 DV2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1555235585(NAD 83)
 DV2205_MARKER: DS = TRIANGULATION STATION DISK
 DV2205_SETTING: 80 = SET IN A BOULDER
 DV2205_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2205
 DV2205  HISTORY     - Date     Condition        Report By
 DV2205  HISTORY     - 1948     MONUMENTED       CGS
 DV2205  HISTORY     - 1967     GOOD             AMS
 DV2205
 DV2205                          STATION DESCRIPTION
 DV2205
 DV2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2205'STATION LOCATED AT THE WEST END OF THE HASSAYAMPA PLAINS,
 DV2205'ABOUT 25 MILES SOUTHWEST OF WICKENBURG, 2.5 MILES SOUTHWEST
 DV2205'OF THE PARKER-BUCKEYE POWER LINE, ON A LOW, LIGHT COLORED
 DV2205'RIDGE, ABOUT 0.2 MILE SOUTH OF AND ACROSS A WASH FROM TRACK
 DV2205'ROAD, PROJECTS 10 INCHES, AND STAMPED, HOVIS 1948.
 DV2205'
 DV2205'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 DV2205'ON EAST SLOPE OF RIDGE, PROJECTS 4 INCHES, AND STAMPED, HOVIS
 DV2205'NO 1 1948.
 DV2205'
 DV2205'REFERENCE MARK NO. 2 IS ON WEST SLOPE OF RIDGE, APPROXIMATELY
 DV2205'2 FEET LOWER THAN STATION, PROJECTS 8 INCHES AND STAMPED,
 DV2205'HOVIS NO 2 1948.
 DV2205'
 DV2205'AZIMUTH MARK IS ON SOUTH SLOPE OF A LOW KNOLL, APPROXIMATELY
 DV2205'50 YARDS NORTH OF TRACK ROAD, PROJECTS 3 FEET AND STAMPED,
 DV2205'HOVIS 1948.
 DV2205'
 DV2205'TO REACH FROM THE UNDERPASS IN WICKENBURG, GO WEST ON U.S.
 DV2205'HIGHWAY 60 AND 70 FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN
 DV2205'LEFT AND GO SOUTH ON GRADED ROAD FOR 2.1 MILES TO A FORK
 DV2205'AND SIGN JONES RANCH.  KEEP RIGHT FORK, STRAIGHT AHEAD, FOR
 DV2205'10.0 MILES TO A SIDE ROAD RIGHT TO VULTURE MINE.  KEEP LEFT
 DV2205'FORK AND CONTINUE SOUTH FOR 7.6 MILES ON MAIN TRAVELED ROAD
 DV2205'TO A CROSS ROAD 0.2 MILE SOUTH OF POWER LINE.  TURN RIGHT
 DV2205'AND GO WEST ON BLADED ROAD FOR 2.4 MILES TO SIDE ROAD LEFT.
 DV2205'CONTINUE STRAIGHT AHEAD FOR 1.8 MILE TO A CATTLE GUARD.
 DV2205'CROSS CATTLE GUARD AND CONTINUE FOR 1.8 MILE TO A DIM TRACK
 DV2205'ROAD LEFT AT THE EAST EDGE OF A BLACK KNOLL OVER WHICH THE POWER
 DV2205'LINE PASSES.  TURN LEFT ONTO TRACK ROAD AND GO 0.7 MILE TO A T
 DV2205'INTERSECTION.  TURN LEFT AND GO 0.65 MILE TO A REVERSE Y.
 DV2205'CONTINUE STRAIGHT AHEAD
 DV2205
 DV2205                          STATION RECOVERY (1967)
 DV2205
 DV2205'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (SJH)
 DV2205'THE STATION MARK, RM NO. 1, RM NO. 2 AND AZIMUTH MARK WERE RECOVERED
 DV2205'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0641 ***********************************************************************
 FQ0641  DESIGNATION -  HOW
 FQ0641  PID         -  FQ0641
 FQ0641  STATE/COUNTY-  AZ/COCONINO
 FQ0641  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0641
 FQ0641                         *CURRENT SURVEY CONTROL
 FQ0641  ___________________________________________________________________
 FQ0641* NAD 83(1992)-  35 00 29.13852(N)    111 37 50.91172(W)     ADJUSTED  
 FQ0641* NAVD 88     -      2324.     (meters)    7625.     (feet)  VERTCON   
 FQ0641  ___________________________________________________________________
 FQ0641  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 FQ0641  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0641  HORZ ORDER  -  SECOND
 FQ0641
 FQ0641.The horizontal coordinates were established by classical geodetic methods
 FQ0641.and adjusted by the National Geodetic Survey in August 1993.
 FQ0641
 FQ0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0641
 FQ0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0641
 FQ0641.The geoid height was determined by GEOID03.
 FQ0641
 FQ0641;                    North         East     Units Scale Factor Converg.
 FQ0641;SPC AZ C     -   444,509.422   239,450.299   MT  0.99990839   +0 09 50.4
 FQ0641;SPC AZ C     - 1,458,364.25    785,598.09   iFT  0.99990839   +0 09 50.4
 FQ0641;UTM  12      - 3,874,122.437   442,442.920   MT  0.99964083   -0 21 42.8
 FQ0641
 FQ0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0641!SPC AZ C     -   0.99963901  x   0.99990839  =   0.99954743
 FQ0641!UTM  12      -   0.99963901  x   0.99964083  =   0.99927997
 FQ0641
 FQ0641:                Primary Azimuth Mark                     Grid Az
 FQ0641:SPC AZ C     -  HOWARD                                   000 07 44.2
 FQ0641:UTM  12      -  HOWARD                                   000 39 17.4
 FQ0641
 FQ0641|---------------------------------------------------------------------|
 FQ0641| PID    Reference Object                     Distance      Geod. Az  |
 FQ0641|                                                           dddmmss.s |
 FQ0641| FQ0639 HOWARD                              APPROX. 2.8 KM 0001734.6 |
 FQ0641| CH2522 HOW RM 1                             11.277 METERS 19543     |
 FQ0641| CH2523 HOW RM 2                              9.689 METERS 34217     |
 FQ0641|---------------------------------------------------------------------|
 FQ0641
 FQ0641                          SUPERSEDED SURVEY CONTROL
 FQ0641
 FQ0641  NAD 83(1986)-  35 00 29.13576(N)    111 37 50.90970(W) AD(       ) 2
 FQ0641  NAD 27      -  35 00 29.08190(N)    111 37 48.34200(W) AD(       ) 2
 FQ0641  NGVD 29 (07/19/86) 2323.     (m)         7621.     (f) VERT ANG    3  
 FQ0641
 FQ0641.Superseded values are not recommended for survey control.
 FQ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0641.See file dsdata.txt to determine how the superseded data were derived.
 FQ0641
 FQ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4244374122(NAD 83)
 FQ0641_MARKER: DS = TRIANGULATION STATION DISK
 FQ0641_SETTING: 80 = SET IN A BOULDER
 FQ0641_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0641
 FQ0641  HISTORY     - Date     Condition        Report By
 FQ0641  HISTORY     - 1959     MONUMENTED       CGS
 FQ0641
 FQ0641                          STATION DESCRIPTION
 FQ0641
 FQ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0641'THE STATION IS ON THE EAST END, AND HIGHEST POINT, OF A TREE
 FQ0641'COVERED EAST-WEST RIDGE, ABOUT 13 MILES SOUTH OF FLAGSTAFF,
 FQ0641'8 MILES SOUTH OF LAKE MARY AND 4 MILES EAST OF INTERSTATE
 FQ0641'HIGHWAY 17.
 FQ0641'
 FQ0641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FQ0641'AND ARIZONA STATE HIGHWAY 89A IN THE WEST SIDE OF FLAGSTAFF,
 FQ0641'GO SOUTH ON STATE HIGHWAY 89A FOR 1.6 MILES TO A Y-FORK.  TAKE
 FQ0641'THE LEFT FORK AS PER SIGN LAKE MARY GOING SOUTHEAST 5.8
 FQ0641'MILES TO A Y-FORK AT A SIGN 10 LOCKETT RANCH-12 ANTELOPE
 FQ0641'PARK- 16 WEIMER SPRINGS.  TAKE THE RIGHT FORK AND FOLLOW THE
 FQ0641'GRADED ROAD SOUTH 8.5 MILES TO A T-ROAD AT A SIGN ON THE
 FQ0641'RIGHT, WEST.  TURN RIGHT AS PER SIGN 3 HOWARD MTN. AND GO 0.7
 FQ0641'MILE TO A Y-FORK.  KEEP RIGHT PASSING TO THE NORTH OF SOME
 FQ0641'OLD RANCH BUILDINGS GOING WEST ON A GRADED ROAD, ON THE
 FQ0641'SOUTH SIDE OF THE VALLEY AND DOWN THROUGH A WASH FOR 1.7
 FQ0641'MILES TO A T-ROAD LEFT, SOUTH.  TURN LEFT AND GO SOUTH 0.1
 FQ0641'MILE TO A FENCE AND A WIRE GATE, PASS THROUGH THE GATE AND
 FQ0641'CONTINUE AHEAD 0.4 MILE TO A T-ROAD LEFT.  TURN LEFT,
 FQ0641'EAST UP GRADE 0.7 MILE TO A Y-FORK AT A SIGN.  KEEP LEFT AS
 FQ0641'PER SIGN FIRE ROAD-U.S.F.S.  ROAD 236 C AND FOLLOW THIS ROAD UP
 FQ0641'AND OVER THE TOP OF A HILL 0.3 MILE TO A WIRE GATE.  TURN
 FQ0641'RIGHT AND PICK WAY THROUGH THE TREES FOR ABOUT 0.1 MILE TO
 FQ0641'THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST UP TO
 FQ0641'THE EAST END OF THE RIDGE AND THE STATION.  A 30 MINUTE
 FQ0641'PACK WITH A LOAD.
 FQ0641'
 FQ0641'THE STATION IS A STANDARD DISK, STAMPED HOW 1959, CEMENTED IN
 FQ0641'A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES.
 FQ0641'
 FQ0641'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOW NO 1 1959,
 FQ0641'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT
 FQ0641'AND ON THE SOUTH EDGE OF THE HILL.
 FQ0641'
 FQ0641'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOW NO 2 1959,
 FQ0641'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.
 FQ0641'
 FQ0641'TRIANGULATION STATION HOWARD CAN BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0639 ***********************************************************************
 FQ0639  DESIGNATION -  HOWARD
 FQ0639  PID         -  FQ0639
 FQ0639  STATE/COUNTY-  AZ/COCONINO
 FQ0639  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0639
 FQ0639                         *CURRENT SURVEY CONTROL
 FQ0639  ___________________________________________________________________
 FQ0639* NAD 83(1992)-  35 02 00.62430(N)    111 37 50.34302(W)     ADJUSTED  
 FQ0639* NAVD 88     -      2333.     (meters)    7654.     (feet)  SCALED    
 FQ0639  ___________________________________________________________________
 FQ0639  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FQ0639  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0639  HORZ ORDER  -  SECOND
 FQ0639
 FQ0639.The horizontal coordinates were established by classical geodetic methods
 FQ0639.and adjusted by the National Geodetic Survey in August 1993.
 FQ0639
 FQ0639.The orthometric height was scaled from a topographic map.
 FQ0639
 FQ0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0639
 FQ0639.The geoid height was determined by GEOID03.
 FQ0639
 FQ0639;                    North         East     Units Scale Factor Converg.
 FQ0639;SPC AZ C     -   447,328.505   239,456.641   MT  0.99990839   +0 09 51.1
 FQ0639;SPC AZ C     - 1,467,613.21    785,618.90   iFT  0.99990839   +0 09 51.1
 FQ0639;UTM  12      - 3,876,940.588   442,475.137   MT  0.99964078   -0 21 43.3
 FQ0639
 FQ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0639!SPC AZ C     -   0.99963759  x   0.99990839  =   0.99954602
 FQ0639!UTM  12      -   0.99963759  x   0.99964078  =   0.99927850
 FQ0639
 FQ0639|---------------------------------------------------------------------|
 FQ0639| PID    Reference Object                     Distance      Geod. Az  |
 FQ0639|                                                           dddmmss.s |
 FQ0639| FQ0642 FIRE CTRL MAP PT 7.8                 28.883 METERS 12217     |
 FQ0639| CH2524 HOWARD RM 2                           6.344 METERS 17317     |
 FQ0639| FQ0641 HOW                                 APPROX. 2.8 KM 1801735.0 |
 FQ0639| FQ0640 HOWARD                                6.137 METERS 32859     |
 FQ0639|---------------------------------------------------------------------|
 FQ0639
 FQ0639                          SUPERSEDED SURVEY CONTROL
 FQ0639
 FQ0639  NAD 83(1986)-  35 02 00.62172(N)    111 37 50.34107(W) AD(       ) 2
 FQ0639  NAD 27      -  35 02 00.56740(N)    111 37 47.77060(W) AD(       ) 2
 FQ0639
 FQ0639.Superseded values are not recommended for survey control.
 FQ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0639.See file dsdata.txt to determine how the superseded data were derived.
 FQ0639
 FQ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4247576941(NAD 83)
 FQ0639_MARKER: DS = TRIANGULATION STATION DISK
 FQ0639_SETTING: 80 = SET IN A BOULDER
 FQ0639_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0639
 FQ0639  HISTORY     - Date     Condition        Report By
 FQ0639  HISTORY     - 1959     MONUMENTED       CGS
 FQ0639
 FQ0639                          STATION DESCRIPTION
 FQ0639
 FQ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0639'THE STATION IS ON A LOW, TIMBERED HILL KNOWN AS HOWARD MOUNTAIN,
 FQ0639'ABOUT 11 MILES SOUTH OF FLAGSTAFF, 3 MILES EAST OF THE INTERSTATE
 FQ0639'HIGHWAY 17 AND 1.0 MILE WEST OF A MAINTAINED FOREST SERVICE
 FQ0639'ROAD.
 FQ0639'
 FQ0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FQ0639'AND ARIZONA STATE HIGHWAY 89A IN THE WEST SIDE OF FLAGSTAFF,
 FQ0639'GO SOUTH ON STATE HIGHWAY 89A FOR 1.6 MILES TO A Y-JUNCTION.
 FQ0639'TAKE THE LEFT FORK AS PER SIGN LAKE MARY, GO SOUTHEAST 5.8
 FQ0639'MILES TO A Y-FORK AT A SIGN 10 LOCKETT RANCH-12 ANTELOPE
 FQ0639'PARK-16 WEIMER SPRINGS.  TAKE THE RIGHT FORK AND FOLLOW THE
 FQ0639'GRADED ROAD SOUTH 8.5 MILES TO A T-ROAD AND A SIGN ON THE
 FQ0639'RIGHT, WEST.  TURN RIGHT AS PER SIGN 3 HOWARD MTN., GO 0.7 MILE
 FQ0639'TO A Y-FORK, KEEP RIGHT PASSING TO THE NORTH OF SOME OLD
 FQ0639'RUINED RANCH BUILDINGS GOING 1.0 MILE TO A T-ROAD, RIGHT.
 FQ0639'TURN RIGHT ON THE BLADED ROAD AND GO 0.7 MILE TO A PINE TREE,
 FQ0639'WITH A LARGE BLAZE, IN A LOW SADDLTURN RIGHT AT THE
 FQ0639'BLAZED TREE AND GO NORTH 100 YARDS TO A BLAZED TREE.  TURN
 FQ0639'LEFT ON AN OLD SKID ROAD AND FOLLOW IT NORTHWEST FOR 0.3
 FQ0639'MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0639'
 FQ0639'THE STATION IS A STANDARD DISK, STAMPED HOWARD 1959, CEMENTED
 FQ0639'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 9 INCHES.
 FQ0639'
 FQ0639'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF AGRICULTURE DISK,
 FQ0639'STAMPED HOWARD 1952, CEMENTED IN A DRILL HOLE IN A BOULDER
 FQ0639'WHICH PROJECTS 12 INCHES.
 FQ0639'
 FQ0639'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOWARD NO 2
 FQ0639'1959, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 FQ0639'12 INCHES.
 FQ0639'
 FQ0639'REFERENCE MARK 3 IS A STANDARD DEPARTMENT OF AGRICULTURE DISK,
 FQ0639'STAMPED FIRE CONTROL VISIBLE AREA MAP POINT, 7.8 1938, CEMENTED
 FQ0639'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES.
 FQ0639'
 FQ0639'TRIANGULATION STATION HOW CAN BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0640 ***********************************************************************
 FQ0640  DESIGNATION -  HOWARD
 FQ0640  PID         -  FQ0640
 FQ0640  STATE/COUNTY-  AZ/COCONINO
 FQ0640  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0640
 FQ0640                         *CURRENT SURVEY CONTROL
 FQ0640  ___________________________________________________________________
 FQ0640* NAD 83(1992)-  35 02 00.79498(N)    111 37 50.46776(W)     ADJUSTED  
 FQ0640* NAVD 88     -      2332.     (meters)    7651.     (feet)  SCALED    
 FQ0640  ___________________________________________________________________
 FQ0640  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FQ0640  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0640  HORZ ORDER  -  SECOND
 FQ0640
 FQ0640.The horizontal coordinates were established by classical geodetic methods
 FQ0640.and adjusted by the National Geodetic Survey in August 1993.
 FQ0640
 FQ0640.The orthometric height was scaled from a topographic map.
 FQ0640
 FQ0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0640
 FQ0640.The geoid height was determined by GEOID03.
 FQ0640
 FQ0640;                    North         East     Units Scale Factor Converg.
 FQ0640;SPC AZ C     -   447,333.755   239,453.464   MT  0.99990839   +0 09 51.0
 FQ0640;SPC AZ C     - 1,467,630.43    785,608.48   iFT  0.99990839   +0 09 51.0
 FQ0640;UTM  12      - 3,876,945.866   442,472.009   MT  0.99964079   -0 21 43.4
 FQ0640
 FQ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0640!SPC AZ C     -   0.99963775  x   0.99990839  =   0.99954617
 FQ0640!UTM  12      -   0.99963775  x   0.99964079  =   0.99927867
 FQ0640
 FQ0640                          SUPERSEDED SURVEY CONTROL
 FQ0640
 FQ0640  NAD 83(1986)-  35 02 00.79240(N)    111 37 50.46581(W) AD(       ) 2
 FQ0640  NAD 27      -  35 02 00.73800(N)    111 37 47.89530(W) AD(       ) 2
 FQ0640
 FQ0640.Superseded values are not recommended for survey control.
 FQ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0640.See file dsdata.txt to determine how the superseded data were derived.
 FQ0640
 FQ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4247276946(NAD 83)
 FQ0640_MARKER: DD = SURVEY DISK
 FQ0640_SETTING: 80 = SET IN A BOULDER
 FQ0640_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FQ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0640+STABILITY: SURFACE MOTION
 FQ0640
 FQ0640  HISTORY     - Date     Condition        Report By
 FQ0640  HISTORY     - 1959     MONUMENTED       CGS
 FQ0640
 FQ0640                          STATION DESCRIPTION
 FQ0640
 FQ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FQ0640'AND ARIZONA STATE HIGHWAY 89A IN THE WEST SIDE OF FLAGSTAFF,
 FQ0640'GO SOUTH ON STATE HIGHWAY 89A FOR 1.6 MILES TO A Y-JUNCTION.
 FQ0640'TAKE THE LEFT FORK AS PER SIGN LAKE MARY, GO SOUTHEAST 5.8
 FQ0640'MILES TO A Y-FORK AT A SIGN 10 LOCKETT RANCH-12 ANTELOPE
 FQ0640'PARK-16 WEIMER SPRINGS.  TAKE THE RIGHT FORK AND FOLLOW THE
 FQ0640'GRADED ROAD SOUTH 8.5 MILES TO A T-ROAD AND A SIGN ON THE
 FQ0640'RIGHT, WEST.  TURN RIGHT AS PER SIGN 3 HOWARD MTN., GO 0.7 MILE
 FQ0640'TO A Y-FORK, KEEP RIGHT PASSING TO THE NORTH OF SOME OLD
 FQ0640'RUINED RANCH BUILDINGS GOING 1.0 MILE TO A T-ROAD, RIGHT.
 FQ0640'TURN RIGHT ON THE BLADED ROAD AND GO 0.7 MILE TO A PINE TREE,
 FQ0640'WITH A LARGE BLAZE, IN A LOW SADDLE.  TURN RIGHT AT THE
 FQ0640'BLAZED TREE AND GO NORTH 100 YARDS TO A BLAZED TREE.  TURN
 FQ0640'LEFT ON AN OLD SKID ROAD AND FOLLOW IT NORTHWEST FOR 0.3
 FQ0640'MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0640'
 FQ0640'STATION MARK IS A STANDARD DEPARTMENT OF AGRICULTURE DISK,
 FQ0640'STAMPED HOWARD 1952, CEMENTED IN A DRILL HOLE IN A BOULDER
 FQ0640'WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0855 ***********************************************************************
 FR0855  DESIGNATION -  HOWARD
 FR0855  PID         -  FR0855
 FR0855  STATE/COUNTY-  AZ/COCONINO
 FR0855  USGS QUAD   -  HOWARD HILL (1979)
 FR0855
 FR0855                         *CURRENT SURVEY CONTROL
 FR0855  ___________________________________________________________________
 FR0855* NAD 83(1992)-  35 47 29.09134(N)    112 16 28.98240(W)     ADJUSTED  
 FR0855* NAVD 88     -      1851.2    (meters)    6073.     (feet)  VERTCON   
 FR0855  ___________________________________________________________________
 FR0855  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FR0855  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FR0855  HORZ ORDER  -  SECOND
 FR0855
 FR0855.The horizontal coordinates were established by classical geodetic methods
 FR0855.and adjusted by the National Geodetic Survey in August 1993.
 FR0855
 FR0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0855
 FR0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0855
 FR0855.The geoid height was determined by GEOID03.
 FR0855
 FR0855;                    North         East     Units Scale Factor Converg.
 FR0855;SPC AZ C     -   531,430.285   180,995.202   MT  0.99991290   -0 12 33.9
 FR0855;SPC AZ C     - 1,743,537.68    593,816.28   iFT  0.99991290   -0 12 33.9
 FR0855;UTM  12      - 3,961,563.128   384,807.952   MT  0.99976351   -0 44 44.1
 FR0855
 FR0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0855!SPC AZ C     -   0.99971320  x   0.99991290  =   0.99962612
 FR0855!UTM  12      -   0.99971320  x   0.99976351  =   0.99947678
 FR0855
 FR0855:                Primary Azimuth Mark                     Grid Az
 FR0855:SPC AZ C     -  NITA                                     002 59 22.9
 FR0855:UTM  12      -  NITA                                     003 31 33.1
 FR0855
 FR0855|---------------------------------------------------------------------|
 FR0855| PID    Reference Object                     Distance      Geod. Az  |
 FR0855|                                                           dddmmss.s |
 FR0855| FR0854 NITA                                APPROX. 9.7 KM 0024649.0 |
 FR0855| CH2526 HOWARD RM 2                          17.774 METERS 14807     |
 FR0855| CH2525 HOWARD RM 1                          15.020 METERS 28308     |
 FR0855|---------------------------------------------------------------------|
 FR0855
 FR0855                          SUPERSEDED SURVEY CONTROL
 FR0855
 FR0855  NAD 83(1986)-  35 47 29.08856(N)    112 16 28.97941(W) AD(       ) 2
 FR0855  NAD 27      -  35 47 29.12071(N)    112 16 26.36883(W) AD(       ) 2
 FR0855  NGVD 29 (05/08/89) 1850.3    (m)         6071.     (f) VERT ANG    3  
 FR0855
 FR0855.Superseded values are not recommended for survey control.
 FR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0855.See file dsdata.txt to determine how the superseded data were derived.
 FR0855
 FR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8480861563(NAD 83)
 FR0855_MARKER: DD = SURVEY DISK
 FR0855_SETTING: 80 = SET IN A BOULDER
 FR0855_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FR0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0855+STABILITY: SURFACE MOTION
 FR0855
 FR0855  HISTORY     - Date     Condition        Report By
 FR0855  HISTORY     - 1956     MONUMENTED       USGS
 FR0855  HISTORY     - 1976     GOOD             USGS
 FR0855
 FR0855                          STATION DESCRIPTION
 FR0855
 FR0855'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FR0855'LOCATED ABOUT 37 MI N. OF WILLIAMS.  ON NORTHEAST EDGE AND ON TOP
 FR0855'OF LOW, PROMINENT HILL KNOWN AS HOWARD HILL.
 FR0855'
 FR0855'TO REACH FROM INTERSECTION OF U.S. HWY. 66 AND STATE HWY. 64 (2
 FR0855'MI E. OF WILLIAMS), DRIVE 35 MI N. ON STATE HWY. 64 TO GRADED RD.
 FR0855'LEFT AND SIGN (WILLAHA 8).  TURN LEFT AND FOLLOW GRADED RD. 7.5 MI
 FR0855'W. TO RR. X-ING. AT WILLAHA.  CROSS RR. AND GO N. ACROSS OPEN LAND
 FR0855'2.7 MI TO TOP OF LOW HILL AND STATION.
 FR0855'
 FR0855'STATION MARK--STANDARD TABLET STAMPED---HOWARD 1956---, SET IN
 FR0855'DRILL HOLE IN SANDSTONE.
 FR0855'
 FR0855'RM 1--COPPER NAIL AND WASHER SET IN DRILL HOLE IN SANDSTONE.
 FR0855'
 FR0855'RM 2--COPPER NAIL AND WASHER SET IN DRILL HOLE IN SANDSTONE.
 FR0855
 FR0855                          STATION RECOVERY (1976)
 FR0855
 FR0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (TT)
 FR0855'THE STATION IS LOCATED ABOUT 37 MILES NORTH OF WILLIAMS ON THE
 FR0855'NORTHEAST EDGE AND ON THE TOP OF A LOW, PROMINENT HILL KNOWN AS
 FR0855'HOWARD HILL.
 FR0855'
 FR0855'THE STATION IS A STANDARD U.S.G.S. TABLET STAMPED HOWARD 1956 AND
 FR0855'IS SET IN A DRILL HOLE IN A SANDSTONE OUTCROP.
 FR0855'
 FR0855'REFERENCE MARK 2 IS A COPPER NAIL AND WASHER SET IN A DRILL HOLE
 FR0855'IN SANDSTONE ROCK.
 FR0855'
 FR0855'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER SET IN A DRILL HOLE
 FR0855'IN A SANDSTONE ROCK.
 FR0855'
 FR0855'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 66 AND
 FR0855'STATE HWY. 64 (2 MILES EAST OF WILLIAMS), GO NORTH ON U.S. 64
 FR0855'FOR 35 MILES TO A GRADED ROAD LEFT. (WEST, AND KNOWN AS WILAHA
 FR0855'RD.) TURN LEFT ON GRADED ROAD AND GO 7.5 MILES TO R.R. CROSSING
 FR0855'AT WILAHA, CROSS R.R. AND GO NORTH ACROSS OPEN LAND FOR 2.7 MILES
 FR0855'TO THE TOP OF A LOW HILL AND STATION AT THE NORTHEAST EDGE OF
 FR0855'HILLTOP.
 FR0855'
 FR0855'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0657 ***********************************************************************
 DV0657  DESIGNATION -  HOWE
 DV0657  PID         -  DV0657
 DV0657  STATE/COUNTY-  AZ/MARICOPA
 DV0657  USGS QUAD   -  PHOENIX (1982)
 DV0657
 DV0657                         *CURRENT SURVEY CONTROL
 DV0657  ___________________________________________________________________
 DV0657* NAD 83(1992)-  33 27 37.60576(N)    112 01 49.25947(W)     ADJUSTED  
 DV0657* NAVD 88     -       340.665  (meters)    1117.67   (feet)  ADJUSTED  
 DV0657  ___________________________________________________________________
 DV0657  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DV0657  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0657  DYNAMIC HT  -         340.271 (meters)    1116.37  (feet)  COMP
 DV0657  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV0657
 DV0657  HORZ ORDER  -  SECOND
 DV0657  VERT ORDER  -  SECOND    CLASS 0
 DV0657
 DV0657.The horizontal coordinates were established by classical geodetic methods
 DV0657.and adjusted by the National Geodetic Survey in August 1993.
 DV0657
 DV0657.The orthometric height was determined by differential leveling
 DV0657.and adjusted in November 1993.
 DV0657
 DV0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0657
 DV0657.The geoid height was determined by GEOID03.
 DV0657
 DV0657.The dynamic height is computed by dividing the NAVD 88
 DV0657.geopotential number by the normal gravity value computed on the
 DV0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0657.degrees latitude (g = 980.6199 gals.).
 DV0657
 DV0657.The modeled gravity was interpolated from observed gravity values.
 DV0657
 DV0657;                    North         East     Units Scale Factor Converg.
 DV0657;SPC AZ C     -   272,819.625   202,792.521   MT  0.99990138   -0 03 45.6
 DV0657;SPC AZ C     -   895,077.51    665,329.79   iFT  0.99990138   -0 03 45.6
 DV0657;UTM  12      - 3,702,808.644   404,250.025   MT  0.99971303   -0 34 05.3
 DV0657
 DV0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0657!SPC AZ C     -   0.99995120  x   0.99990138  =   0.99985258
 DV0657!UTM  12      -   0.99995120  x   0.99971303  =   0.99966424
 DV0657
 DV0657|---------------------------------------------------------------------|
 DV0657| PID    Reference Object                     Distance      Geod. Az  |
 DV0657|                                                           dddmmss.s |
 DV0657| DV0656 HOWE RM 1                            16.759 METERS 01102     |
 DV0657| DV0661 SEAP                                APPROX. 0.8 KM 0895600.3 |
 DV0657| DV2068 PHOENIX STATE HOSPITAL TANK         APPROX. 0.8 KM 1465526.1 |
 DV0657| DV0658 HOWE RM 2                            14.866 METERS 16700     |
 DV0657|---------------------------------------------------------------------|
 DV0657
 DV0657                          SUPERSEDED SURVEY CONTROL
 DV0657
 DV0657  NAD 83(1986)-  33 27 37.60005(N)    112 01 49.26479(W) AD(       ) 2
 DV0657  NAD 27      -  33 27 37.44360(N)    112 01 46.73400(W) AD(       ) 2
 DV0657  NGVD 29 (??/??/92)  340.025  (m)         1115.57   (f) ADJ UNCH    2 0
 DV0657
 DV0657.Superseded values are not recommended for survey control.
 DV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0657.See file dsdata.txt to determine how the superseded data were derived.
 DV0657
 DV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0425002809(NAD 83)
 DV0657_MARKER: DE = TRAVERSE STATION DISK
 DV0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0657_STAMPING: HOWE 1963
 DV0657_MARK LOGO: CGS   
 DV0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0657+STABILITY: SURFACE MOTION
 DV0657
 DV0657  HISTORY     - Date     Condition        Report By
 DV0657  HISTORY     - 1963     MONUMENTED       CGS
 DV0657  HISTORY     - 1963     GOOD             CGS
 DV0657  HISTORY     - 1968     GOOD             AZHD
 DV0657  HISTORY     - 1979     GOOD             AZDT
 DV0657  HISTORY     - 20070313 MARK NOT FOUND   GEOCAC
 DV0657  HISTORY     - 20080429 MARK NOT FOUND   GEOCAC
 DV0657
 DV0657                          STATION DESCRIPTION
 DV0657
 DV0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0657'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE CENTER
 DV0657'OF PHOENIX, AT THE INTERSECTION OF NORTH 24TH STREET AND EAST
 DV0657'PORTLAND STREET.
 DV0657'
 DV0657'TO REACH FROM THE INTERSECTION OF EAST ROOSEVELT STREET AND
 DV0657'NORTH 24TH STREET, GO NORTH ON NORTH 24TH STREET FOR 0.15
 DV0657'MILE TO THE INTERSECTION OF EAST PORTLAND STREET AND THE
 DV0657'STATION ON THE LEFT.
 DV0657'
 DV0657'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 DV0657'ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND AND IS
 DV0657'STAMPED HOWE 1963.  THE MARK IS 43 FEET WEST OF THE CENTER OF
 DV0657'NORTH 24TH STREET, 14 FEET NORTHEAST OF THE CORNER OF BUILDING
 DV0657'1052, 13 FEET SOUTHWEST OF POWER POLE, AND 11 FEET WEST OF THE
 DV0657'CURB.
 DV0657'
 DV0657'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV0657'HOLE IN THE WEST CURB OF NORTH 24TH STREET AND IS STAMPED
 DV0657'HOWE NO 1 1963.  THE MARK IS 44.5 FEET NORTH OF A POWER POLE,
 DV0657'32 FEET WEST OF THE CENTER OF NORTH 24TH STREET, AND 14 FEET
 DV0657'SOUTH OF THE CENTER OF THE DRIVE TO HOUSE NUMBER 1108.
 DV0657'
 DV0657'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV0657'IN THE WEST CURB OF NORTH 24TH STREET AND IS STAMPED HOWE NO 2
 DV0657'1963.  THE MARK IS 57 FEET SOUTH OF THE POWER POLE, 37.5 FEET
 DV0657'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF BUILDING 1052, AND
 DV0657'32 FEET WEST OF THE CENTER OF NORTH 24TH STREET.
 DV0657'
 DV0657'TT N 3 (AMS), A BRONZE ARMY MAP SERVICE DISK SET IN A DRILL
 DV0657'HOLE IN THE SOUTH CURB OF EAST MC DOWELL ROAD AND IS STAMPED
 DV0657'TT N 3 1948 RESET A M S 1955.  THE MARK IS 48 FEET EAST OF THE
 DV0657'CENTER OF NORTH 24TH STREET, 30.5 FEET SOUTH OF THE CENTER OF
 DV0657'EAST MC DOWELL ROAD, 4.5 FEET NORTHEAST OF TRAFFIC SIGNAL
 DV0657'POST, AND 1 FOOT NORTHWEST OF A STREET LIGHT POST.
 DV0657'
 DV0657'TO REACH TT N 3 (AMS) FROM STATION GO NORTH ON NORTH 24TH
 DV0657'STREET FOR 0.35 MILE TO EAST MC DOWELL AND MARK IN THE SOUTHEAST
 DV0657'CORNER OF THE INTERSECTION.
 DV0657
 DV0657                          STATION RECOVERY (1963)
 DV0657
 DV0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0657'IN PHOENIX.
 DV0657'AT THE INTERSECTION OF NORTH 24TH STREET AND EAST PORTLAND STREET IN
 DV0657'THE EAST PART OF PHOENIX, ABOUT 0.4 MILE SOUTH ALONG NORTH 24TH STREET
 DV0657'FROM THE INTERSECTION OF NORTH 24TH STREET AND EAST MCDOWELL ROAD, AT
 DV0657'THE HOWE TV SALES BUILDING, 42.8 FEET WEST OF THE CENTER OF NORTH 24TH
 DV0657'STREET, 13.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOWE TV
 DV0657'SALES AND SERVICE BUILDING, 4.5 FEET NORTH-NORTHWEST OF A 3 FOOT HIGH
 DV0657'ROUND CONCRETE IRRIGATION CONTROL BOX, 13.2 FEET SOUTHWEST OF A POWER
 DV0657'POLE, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF
 DV0657'A CONCRETE POST FLUSH WITH THE GROUND.
 DV0657
 DV0657                          STATION RECOVERY (1968)
 DV0657
 DV0657'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 DV0657'GENERAL LOCATION PHOENIX
 DV0657'
 DV0657'STATION MARK ALL MARKS RECOVERED AS DESCRIBED.  STATION IS
 DV0657'ADEQUATE.
 DV0657
 DV0657                          STATION RECOVERY (1979)
 DV0657
 DV0657'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0657'RECOVERED IN GOOD CONDITION.
 DV0657
 DV0657                          STATION RECOVERY (2007)
 DV0657
 DV0657'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0657'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0657
 DV0657                          STATION RECOVERY (2008)
 DV0657
 DV0657'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0657'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH WERE ALL
 DV0657'SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0659 ***********************************************************************
 DV0659  DESIGNATION -  HOWE AZ MK
 DV0659  PID         -  DV0659
 DV0659  STATE/COUNTY-  AZ/MARICOPA
 DV0659  USGS QUAD   -  PHOENIX (1982)
 DV0659
 DV0659                         *CURRENT SURVEY CONTROL
 DV0659  ___________________________________________________________________
 DV0659* NAD 83(1986)-  33 27 37.     (N)    112 01 19.     (W)     SCALED    
 DV0659* NAVD 88     -       342.67   (+/-2cm)    1124.2    (feet)  VERTCON   
 DV0659  ___________________________________________________________________
 DV0659  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0659
 DV0659.The horizontal coordinates were scaled from a topographic map and have
 DV0659.an estimated accuracy of +/- 6 seconds.
 DV0659
 DV0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0659.The vertical order pertains to the NGVD 29 superseded value.
 DV0659
 DV0659.The geoid height was determined by GEOID03.
 DV0659
 DV0659;                    North         East    Units  Estimated Accuracy
 DV0659;SPC AZ C     -   272,800.      203,570.      MT  (+/- 180 meters Scaled)
 DV0659
 DV0659                          SUPERSEDED SURVEY CONTROL
 DV0659
 DV0659  NGVD 29 (??/??/92)  342.022  (m)         1122.12   (f) ADJ UNCH    2 0
 DV0659
 DV0659.Superseded values are not recommended for survey control.
 DV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0659.See file dsdata.txt to determine how the superseded data were derived.
 DV0659
 DV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC050027(NAD 83)
 DV0659_MARKER: DZ = AZIMUTH MARK DISK
 DV0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0659_STAMPING: HOWE 1963
 DV0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0659+STABILITY: SURFACE MOTION
 DV0659
 DV0659  HISTORY     - Date     Condition        Report By
 DV0659  HISTORY     - 1963     MONUMENTED       CGS
 DV0659  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV0659  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV0659
 DV0659                          STATION DESCRIPTION
 DV0659
 DV0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0659'IN PHOENIX.
 DV0659'0.4 MILE SOUTH ALONG NORTH 24TH STREET FROM THE INTERSECTION OF NORTH
 DV0659'24TH STREET AND EAST MCDOWELL ROAD, THENCE 0.45 MILE EAST ALONG EAST
 DV0659'PORTLAND STREET, ABOUT 100 YARDS WEST OF THE INTERSECTION OF NORTH
 DV0659'28TH STREET, IN THE EAST PART OF PHOENIX, 18.5 FEET SOUTH OF THE
 DV0659'CENTER OF EAST PORTLAND STREET, 5.5 FEET NORTHEAST OF A CONCRETE PIPE
 DV0659'IRRIGATION CULVERT, 7 FEET SOUTHEAST OF A TREE, 2.8 FEET WEST OF A
 DV0659'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND
 DV0659'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0659
 DV0659                          STATION RECOVERY (2006)
 DV0659
 DV0659'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0659'MARK NOT FOUND.
 DV0659
 DV0659                          STATION RECOVERY (2008)
 DV0659
 DV0659'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0659'MEASUREMENTS FELL UNDER THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0656 ***********************************************************************
 DV0656  DESIGNATION -  HOWE RM 1
 DV0656  PID         -  DV0656
 DV0656  STATE/COUNTY-  AZ/MARICOPA
 DV0656  USGS QUAD   -  PHOENIX (1982)
 DV0656
 DV0656                         *CURRENT SURVEY CONTROL
 DV0656  ___________________________________________________________________
 DV0656* NAD 83(1986)-  33 27 37.     (N)    112 01 49.     (W)     SCALED    
 DV0656* NAVD 88     -       340.628  (meters)    1117.54   (feet)  ADJUSTED  
 DV0656  ___________________________________________________________________
 DV0656  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0656  DYNAMIC HT  -         340.234 (meters)    1116.25  (feet)  COMP
 DV0656  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV0656
 DV0656  VERT ORDER  -  SECOND    CLASS 0
 DV0656
 DV0656.The horizontal coordinates were scaled from a topographic map and have
 DV0656.an estimated accuracy of +/- 6 seconds.
 DV0656
 DV0656.The orthometric height was determined by differential leveling
 DV0656.and adjusted in November 1993.
 DV0656
 DV0656.The geoid height was determined by GEOID03.
 DV0656
 DV0656.The dynamic height is computed by dividing the NAVD 88
 DV0656.geopotential number by the normal gravity value computed on the
 DV0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0656.degrees latitude (g = 980.6199 gals.).
 DV0656
 DV0656.The modeled gravity was interpolated from observed gravity values.
 DV0656
 DV0656;                    North         East    Units  Estimated Accuracy
 DV0656;SPC AZ C     -   272,800.      202,800.      MT  (+/- 180 meters Scaled)
 DV0656
 DV0656                          SUPERSEDED SURVEY CONTROL
 DV0656
 DV0656  NGVD 29 (??/??/92)  339.968  (m)         1115.38   (f) ADJ UNCH    2 0
 DV0656
 DV0656.Superseded values are not recommended for survey control.
 DV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0656.See file dsdata.txt to determine how the superseded data were derived.
 DV0656
 DV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC042027(NAD 83)
 DV0656_MARKER: DR = REFERENCE MARK DISK
 DV0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0656_SP_SET: CURB
 DV0656_STAMPING: HOWE NO 1 1963
 DV0656_MARK LOGO: CGS   
 DV0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0656
 DV0656  HISTORY     - Date     Condition        Report By
 DV0656  HISTORY     - 1963     MONUMENTED       CGS
 DV0656  HISTORY     - 1979     GOOD             AZDT
 DV0656  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0656  HISTORY     - 20080429 MARK NOT FOUND   GEOCAC
 DV0656
 DV0656                          STATION DESCRIPTION
 DV0656
 DV0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0656'IN PHOENIX.
 DV0656'AT THE INTERSECTION OF NORTH 24TH STREET AND EAST PORTLAND STREET IN
 DV0656'THE EAST PART OF PHOENIX, ABOUT 0.4 MILE SOUTH ALONG NORTH 24TH STREET
 DV0656'FROM THE INTERSECTION OF NORTH 24TH STREET AND EAST MCDOWELL ROAD, AT
 DV0656'THE HOWE TV SALES BUILDING, 68.8 FEET NORTH-NORTHEAST OF TRAVERSE
 DV0656'STATION HOWE, 32.5 FEET WEST OF THE CENTER OF THE STREET, 54.9 FEET
 DV0656'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, AND SET IN
 DV0656'TOP OF THE WEST CONCRETE CURB OF NORTH 24TH STREET.
 DV0656
 DV0656                          STATION RECOVERY (1979)
 DV0656
 DV0656'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0656'RECOVERED IN GOOD CONDITION.
 DV0656
 DV0656                          STATION RECOVERY (2006)
 DV0656
 DV0656'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0656'MARK NOT RECOVERED. IT APPEARS THE CURBING HAS BEEN REPLACED. ASSUMED
 DV0656'DESTROYED.
 DV0656
 DV0656                          STATION RECOVERY (2008)
 DV0656
 DV0656'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0656'THE CURB HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0658 ***********************************************************************
 DV0658  DESIGNATION -  HOWE RM 2
 DV0658  PID         -  DV0658
 DV0658  STATE/COUNTY-  AZ/MARICOPA
 DV0658  USGS QUAD   -  PHOENIX (1982)
 DV0658
 DV0658                         *CURRENT SURVEY CONTROL
 DV0658  ___________________________________________________________________
 DV0658* NAD 83(1986)-  33 27 37.     (N)    112 01 49.     (W)     SCALED    
 DV0658* NAVD 88     -       340.546  (meters)    1117.27   (feet)  ADJUSTED  
 DV0658  ___________________________________________________________________
 DV0658  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0658  DYNAMIC HT  -         340.152 (meters)    1115.98  (feet)  COMP
 DV0658  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV0658
 DV0658  VERT ORDER  -  SECOND    CLASS 0
 DV0658
 DV0658.The horizontal coordinates were scaled from a topographic map and have
 DV0658.an estimated accuracy of +/- 6 seconds.
 DV0658
 DV0658.The orthometric height was determined by differential leveling
 DV0658.and adjusted in November 1993.
 DV0658
 DV0658.The geoid height was determined by GEOID03.
 DV0658
 DV0658.The dynamic height is computed by dividing the NAVD 88
 DV0658.geopotential number by the normal gravity value computed on the
 DV0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0658.degrees latitude (g = 980.6199 gals.).
 DV0658
 DV0658.The modeled gravity was interpolated from observed gravity values.
 DV0658
 DV0658;                    North         East    Units  Estimated Accuracy
 DV0658;SPC AZ C     -   272,800.      202,800.      MT  (+/- 180 meters Scaled)
 DV0658
 DV0658                          SUPERSEDED SURVEY CONTROL
 DV0658
 DV0658  NGVD 29 (??/??/92)  339.882  (m)         1115.10   (f) ADJ UNCH    2 0
 DV0658
 DV0658.Superseded values are not recommended for survey control.
 DV0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0658.See file dsdata.txt to determine how the superseded data were derived.
 DV0658
 DV0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC042027(NAD 83)
 DV0658_MARKER: DR = REFERENCE MARK DISK
 DV0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0658_SP_SET: CURB
 DV0658_STAMPING: HOWE NO 2 1963
 DV0658_MARK LOGO: CGS   
 DV0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0658
 DV0658  HISTORY     - Date     Condition        Report By
 DV0658  HISTORY     - 1963     MONUMENTED       CGS
 DV0658  HISTORY     - 1979     GOOD             AZDT
 DV0658  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0658  HISTORY     - 20080429 MARK NOT FOUND   GEOCAC
 DV0658
 DV0658                          STATION DESCRIPTION
 DV0658
 DV0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0658'IN PHOENIX.
 DV0658'AT THE INTERSECTION OF NORTH 24TH STREET AND EAST PORTLAND STREET IN
 DV0658'THE EAST PART OF PHOENIX, ABOUT 0.4 MILE SOUTH ALONG NORTH 24TH STREET
 DV0658'FROM THE INTERSECTION OF NORTH 24TH STREET AND EAST MCDOWELL ROAD, AT
 DV0658'THE HOWE TV SALES BUILDING, 48.6 FEET SOUTH-SOUTHEAST OF TRAVERSE
 DV0658'STATION HOWE, 32.5 FEET WEST OF THE CENTER OF NORTH 24TH STREET, 37.5
 DV0658'FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, AND SET
 DV0658'IN TOP OF THE WEST CONCRETE CURB OF NORTH 24TH STREET.
 DV0658
 DV0658                          STATION RECOVERY (1979)
 DV0658
 DV0658'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0658'RECOVERED IN GOOD CONDITION.
 DV0658
 DV0658                          STATION RECOVERY (2006)
 DV0658
 DV0658'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0658'MARK NOT RECOVERED. IT APPEARS THE CURBING HAS BEEN REPLACED. ASSUMED
 DV0658'DESTROYED.
 DV0658
 DV0658                          STATION RECOVERY (2008)
 DV0658
 DV0658'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0658'THE CURB HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0759 ***********************************************************************
 FQ0759  DESIGNATION -  HOWELL
 FQ0759  PID         -  FQ0759
 FQ0759  STATE/COUNTY-  AZ/COCONINO
 FQ0759  USGS QUAD   -  COAL MINE MESA (1967)
 FQ0759
 FQ0759                         *CURRENT SURVEY CONTROL
 FQ0759  ___________________________________________________________________
 FQ0759* NAD 83(2007)-  35 53 57.97025(N)    110 54 05.61044(W)     ADJUSTED  
 FQ0759* NAVD 88     -      1964.7    (meters)    6446.     (feet)  GPS OBS   
 FQ0759  ___________________________________________________________________
 FQ0759  EPOCH DATE  -        2007.00
 FQ0759  X           -  -1,845,937.610 (meters)                     COMP
 FQ0759  Y           -  -4,833,638.246 (meters)                     COMP
 FQ0759  Z           -   3,720,297.249 (meters)                     COMP
 FQ0759  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 FQ0759  ELLIP HEIGHT-        1941.852 (meters)          (02/10/07) ADJUSTED
 FQ0759  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FQ0759
 FQ0759  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0759  Type    PID    Designation                      North   East  Ellip
 FQ0759  -------------------------------------------------------------------
 FQ0759  NETWORK FQ0759 HOWELL                            2.23   3.98   6.57
 FQ0759  -------------------------------------------------------------------
 FQ0759
 FQ0759.The horizontal coordinates were established by GPS observations
 FQ0759.and adjusted by the National Geodetic Survey in February 2007.
 FQ0759
 FQ0759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0759.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0759.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0759.The epoch date for horizontal control is a decimal equivalence
 FQ0759.of Year/Month/Day.
 FQ0759
 FQ0759.The orthometric height was determined by GPS observations and a
 FQ0759.high-resolution geoid model.
 FQ0759
 FQ0759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0759
 FQ0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0759
 FQ0759.The ellipsoidal height was determined by GPS observations
 FQ0759.and is referenced to NAD 83.
 FQ0759
 FQ0759.The geoid height was determined by GEOID03.
 FQ0759
 FQ0759;                    North         East     Units Scale Factor Converg.
 FQ0759;SPC AZ C     -   543,831.644   304,994.307   MT  1.00000343   +0 35 43.0
 FQ0759;SPC AZ C     - 1,784,224.55  1,000,637.49   iFT  1.00000343   +0 35 43.0
 FQ0759;UTM  12      - 3,972,799.024   508,883.554   MT  0.99960097   +0 03 27.8
 FQ0759
 FQ0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0759!SPC AZ C     -   0.99969532  x   1.00000343  =   0.99969875
 FQ0759!UTM  12      -   0.99969532  x   0.99960097  =   0.99929641
 FQ0759
 FQ0759:                Primary Azimuth Mark                     Grid Az
 FQ0759:SPC AZ C     -  HOWELL AZ MK                             064 42 44.0
 FQ0759:UTM  12      -  HOWELL AZ MK                             065 14 59.2
 FQ0759
 FQ0759|---------------------------------------------------------------------|
 FQ0759| PID    Reference Object                     Distance      Geod. Az  |
 FQ0759|                                                           dddmmss.s |
 FQ0759| CD3505 HOWELL AZ MK                                       0651827.0 |
 FQ0759| CD3506 HOWELL RM 1                          12.256 METERS 06725     |
 FQ0759| CD3507 HOWELL RM 2                          13.369 METERS 15802     |
 FQ0759|---------------------------------------------------------------------|
 FQ0759
 FQ0759                          SUPERSEDED SURVEY CONTROL
 FQ0759
 FQ0759  NAD 83(1992)-  35 53 57.96932(N)    110 54 05.60900(W) AD(       ) 1
 FQ0759  ELLIP H (03/15/96) 1941.888  (m)                       GP(       ) 4 1
 FQ0759  NAD 83(1992)-  35 53 57.97221(N)    110 54 05.60412(W) AD(       ) 1
 FQ0759  NAD 83(1986)-  35 53 57.97355(N)    110 54 05.60216(W) AD(       ) 1
 FQ0759  NAD 27      -  35 53 57.96000(N)    110 54 03.10400(W) AD(       ) 1
 FQ0759  NGVD 29 (07/19/86) 1965.5    (m)         6448.     (f) VERT ANG    3  
 FQ0759
 FQ0759.Superseded values are not recommended for survey control.
 FQ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0759.See file dsdata.txt to determine how the superseded data were derived.
 FQ0759
 FQ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE0888472799(NAD 83)
 FQ0759_MARKER: DS = TRIANGULATION STATION DISK
 FQ0759_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0759_STAMPING: HOWELL 1951
 FQ0759_MARK LOGO: CGS   
 FQ0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0759+STABILITY: POSITION/ELEVATION WELL
 FQ0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0759+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1995
 FQ0759
 FQ0759  HISTORY     - Date     Condition        Report By
 FQ0759  HISTORY     - 1951     MONUMENTED       CGS
 FQ0759  HISTORY     - 1955     GOOD             CGS
 FQ0759  HISTORY     - 1960     GOOD             CGS
 FQ0759  HISTORY     - 1965     GOOD             USGS
 FQ0759  HISTORY     - 1974     GOOD             AZHD
 FQ0759  HISTORY     - 19950811 GOOD             NGS
 FQ0759
 FQ0759                          STATION DESCRIPTION
 FQ0759
 FQ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0759'STATION IS LOCATED ABOUT 25 MILES, AIRLINE SOUTHEAST OF TUBA
 FQ0759'CITY, 16 MILES, AIRLINE, WEST OF ORAIBI, AND 2 MILES SOUTH OF
 FQ0759'THE SOUTHERNMOST POINT OF THE HORSESHOE BEND OF THE TUBA
 FQ0759'CITY - ORAIBI HIGHWAY WHERE IT CIRCLES THE HEAD OF BA-HO--NO-GEH
 FQ0759'CANYON.  IT IS 0.15 MILES NORTH OF THE SOUTHERN TIP OF HOWELL
 FQ0759'MESA AND ON THE HIGHEST POINT.
 FQ0759'
 FQ0759'REACHED FROM THE TUBA TRADING POST AND POST OFFICE IN TUBA
 FQ0759'CITY BY GOING 1.9 MI. EAST ON THE MAIN HIGHWAY TO THE INDIAN
 FQ0759'VILLAGE OF MOENKOPI.  THENCE CONTINUE EASTERLY ON HIGHWAY
 FQ0759'TOWARDS ORAIBI AND KEAMS CANYON FOR 26.0 MILES TO THE TOP
 FQ0759'OF THE RIM OF HOWELL MESHERE LEAVE THE HIGHWAY, TURN
 FQ0759'RIGHT AND FOLLOW A TRACK ROAD SOUTHERLY FOR 0.6 MILES TO A
 FQ0759'FORK AND AN INDIAN HOGAN ON THE LEFT.  TAKE LEFT FORK, ANGLING
 FQ0759'SLIGHTLY AWAY FROM THE WEST RIM OF THE MESA AND CONTINUE
 FQ0759'SOUTHERLY FOR 0.4 MILES.  THENCE TAKE RIGHT FORK AND CONTINUE
 FQ0759'SOUTH AND SOUTHWEST ON THE TRACK ROAD FOR 1.5 MILES WITHIN
 FQ0759'SIGHT OF THE WEST RIM OF THE MESA TO THE HIGHEST POINT AND
 FQ0759'STATION.
 FQ0759'
 FQ0759'STATION IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN BEDROCK
 FQ0759'WHICH IS FLUSH WITH THE GROUNIT IS STAMPED HOWELL 1951
 FQ0759'AND IS 85 YARDS EAST OF THE WEST RIM OF THE MESA AND 8.4 FEET
 FQ0759'SOUTHEAST OF A WHITE 4X4 WITNESS POST WHICH IS SET LOOSELY
 FQ0759'IN A CAIRN.
 FQ0759'
 FQ0759'REFERENCE MARK NUMBER 1 IS A STANDARD BRONZE DISK SET IN A
 FQ0759'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND 24
 FQ0759'INCHES LOWER THAN THE STATION.  IT IS STAMPED HOWELL NO 1
 FQ0759'1951.
 FQ0759'
 FQ0759'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK SET IN
 FQ0759'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND
 FQ0759'24 INCHES LOWER THAN THE STATION.  IT IS STAMPED HOWELL
 FQ0759'NO 2 1951.
 FQ0759'
 FQ0759'THE AZIMUTH MARK IS A STANDARD BRONZE AZIMUTH MARK DISK SET
 FQ0759'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUN
 FQ0759'IT IS LOCATED ABOUT 1.5 MILES EAST OF THE WEST RIM OF THE
 FQ0759'MESA, 125 YARDS NORTH OF THE SOUTHERNMOST PART OF THE HORSESHOE
 FQ0759'BEND IN THE HIGHWAY TOWARDS ORAIBI WHERE IT MAKES A BEND
 FQ0759'FROM EAST TO NORTHEAST, ABOUT 150 FEET NORTHWEST OF A WHITE
 FQ0759'HIGHWAY CURVE SIGN, 300 FEET SOUTHWEST OF AN ANGLE IN THE
 FQ0759'TELEPHONE LINE, AND 90 FEET NORTHWEST OF THE CENTERLINE OF THE
 FQ0759'HIGHWAY ON A LOW BARE-ROCK AREA.
 FQ0759
 FQ0759                          STATION RECOVERY (1955)
 FQ0759
 FQ0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0759'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK
 FQ0759'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FQ0759'IS ADEQUATE.
 FQ0759
 FQ0759                          STATION RECOVERY (1960)
 FQ0759
 FQ0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 FQ0759'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FQ0759'CONDITION.
 FQ0759'
 FQ0759'THE DEPARTMENT OF INTERIOR MAINTAINS A RELAY TOWER, APPROXIMATELY
 FQ0759'90 FEET IN HEIGHT, AT THE STATION SITE.
 FQ0759'
 FQ0759'DUE TO CONSTRUCTION ON STATE HIGHWAY 3 IN THE VICINITY THE
 FQ0759'ORIGINAL TO-REACH IS NO LONGER ADEQUATE AND A NEW TO-REACH
 FQ0759'FOLLOWS--
 FQ0759'
 FQ0759'TO REACH THE STATION FROM THE POST OFFICE IN TUBA CITY, GO
 FQ0759'EASTERLY ON STATE HIGHWAY 3 FOR 1 MILE TO A CROSS ROAD IN THE
 FQ0759'INDIAN VILLAGE OF MOENKOPI.  CONTINUE STRAIGHT AHEAD, EASTERLY,
 FQ0759'ON HIGHWAY 3 FOR 26.0 MILES TO THE TOP OF HOWELL MESA AND
 FQ0759'A TRACK ROAD RIGHT.  TURN RIGHT, SOUTH, AND GO 0.3 MILE TO
 FQ0759'AN INDIAN HOGAN.  CONTINUE STRAIGHT AHEAD, SOUTH AND EASTERLY,
 FQ0759'FOLLOWING THE MAIN TRAVELED TRACK ROAD AND GO 1.7 MILES TO
 FQ0759'THE RADIO RELAY TOWER AND STATION SITE.
 FQ0759'
 FQ0759'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD LEADING TO THE
 FQ0759'STATION SITE, CONTINUE EASTERLY ON HIGHWAY 3 FOR 1.3 MILES TO
 FQ0759'THE AZIMUTH MARK 225 FEET ON THE LEFT.
 FQ0759
 FQ0759                          STATION RECOVERY (1965)
 FQ0759
 FQ0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0759'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.  NEW TO REACH
 FQ0759'FOLLOWS.
 FQ0759'
 FQ0759'TO REACH FROM POST OFFICE IN HOTEVILLA, DRIVE 19 MI W. ON HWY.
 FQ0759'264 (TUBA CITY RD.) TO DIRT RD. LEFT.  TURN LEFT 1.35 MI TO TOP OF
 FQ0759'MESA AND STATION 75 FT N. OF TELEPHONE RELAY TOWER.
 FQ0759
 FQ0759                          STATION RECOVERY (1974)
 FQ0759
 FQ0759'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 FQ0759'GENERAL LOCATION AS DESCRIBED.
 FQ0759'
 FQ0759'TO REACH AS DESCRIBED, WITH THE FOLLOWING ADDITION.  TURN
 FQ0759'OFF HWY 264, 100 FT S. OF MILEPOST 349.  PASS THRU GATE IN
 FQ0759'R/W FENCE AND FOLLOW TRACK RD S.S.W., FOR 1.3 MILES TO THE
 FQ0759'STATION.  THE DEPT. OF INTERIOR RADIO INSTALLATION HAS BEEN
 FQ0759'REMOVED.
 FQ0759'
 FQ0759'STATION MARK IN AND GOOD.
 FQ0759'
 FQ0759'REFERENCE MARKS R.M. 1 IN AND GOOD, R.M. 2 CAP IS GONE BUT THE
 FQ0759'STEM AND DRILL HOLE ARE IN PLACE.
 FQ0759'
 FQ0759'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0759
 FQ0759                          STATION RECOVERY (1995)
 FQ0759
 FQ0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0759'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) SOUTHEAST OF TUBA CITY
 FQ0759'AND ABOUT 15 MI (24.1 KM) WEST OF KYKOTSMOVI ON THE HIGHEST POINT OF
 FQ0759'THE SOUTH END OF HOWELL MESA ON HOPI INDIAN RESERVATION LAND.  TO
 FQ0759'REACH THE STATION FROM THE TURNOFF FOR THE VILLAGE OF KYKOTSMOVI (AKA
 FQ0759'NEW ORAIBI) FROM AZ HIGHWAY 264, GO WEST ON AZ 264 FOR 14.1 MI (22.7
 FQ0759'KM) TO THE COCONINO/NAVAJO COUNTY LINE, CONTINUE WEST FOR 9.6 MI (15.4
 FQ0759'KM) , CLIMBING A GRADE TO THE TOP OF HOWELL MESA, TO MILEPOST 350.
 FQ0759'CONTINUE WEST AND NORTH FOR 0.9 MI (1.4 KM) TO A DIRT ROAD ON THE
 FQ0759'LEFT, ABOUT 0.1 MI (0.2 KM) SOUTH OF MILEPOST 349.  TURN LEFT, WEST,
 FQ0759'CROSS THE CATTLEGUARD IN THE RIGHT OF WAY FENCE, IMMEDIATELY TAKE THE
 FQ0759'LEFT FORK AND GO SOUTHWEST FOR 0.6 MI (1.0 KM) TO A SMALL CORRAL ON
 FQ0759'THE LEFT.  CONTINUE FOR 0.45 MI (0.72 KM) TO AN INTERSECTION WITH A
 FQ0759'DIRT ROAD ON THE LEFT.  CONTINUE STRAIGHT FOR 0.3 MI (0.5 KM) TO THE
 FQ0759'END OF THE ROAD AND THE STATION NEAR THE BASE OF THE OLD RADIO TOWER
 FQ0759'FACILITY.  THE STATION IS A USCGS DISK CEMENTED IN EXPOSED SANDSTONE
 FQ0759'BEDROCK FLUSH WITH GROUND LEVEL AND STAMPED --- HOWELL 1951 ---.  IT
 FQ0759'IS 20.8 M (68.2 FT) NORTH OF THE CONCRETE FOOTING OF AN OLD RADIO
 FQ0759'TOWER, ON THE HIGHEST POINT OF THE SOUTH END OF THE MESA, AND IN THE
 FQ0759'CENTER OF A TRACK ROAD LOOP USED FOR VEHICLE TURNAROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0908 ***********************************************************************
 ES0908  DESIGNATION -  HOYLE
 ES0908  PID         -  ES0908
 ES0908  STATE/COUNTY-  AZ/NAVAJO
 ES0908  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0908
 ES0908                         *CURRENT SURVEY CONTROL
 ES0908  ___________________________________________________________________
 ES0908* NAD 83(1992)-  34 20 44.64843(N)    110 42 26.94756(W)     ADJUSTED  
 ES0908* NAVD 88     -      2226.7    (meters)    7305.     (feet)  VERTCON   
 ES0908  ___________________________________________________________________
 ES0908  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 ES0908  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ES0908  HORZ ORDER  -  SECOND
 ES0908
 ES0908.The horizontal coordinates were established by classical geodetic methods
 ES0908.and adjusted by the National Geodetic Survey in August 1993.
 ES0908
 ES0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0908
 ES0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0908
 ES0908.The geoid height was determined by GEOID03.
 ES0908
 ES0908;                    North         East     Units Scale Factor Converg.
 ES0908;SPC AZ E     -   371,133.408   163,604.609   MT  0.99993051   -0 18 18.5
 ES0908;SPC AZ E     - 1,217,629.29    536,760.53   iFT  0.99993051   -0 18 18.5
 ES0908;SPC AZ C     -   371,663.273   324,607.238   MT  1.00005250   +0 40 56.2
 ES0908;SPC AZ C     - 1,219,367.69  1,064,984.38   iFT  1.00005250   +0 40 56.2
 ES0908;UTM  12      - 3,800,530.290   526,903.197   MT  0.99960892   +0 09 54.1
 ES0908
 ES0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0908!SPC AZ E     -   0.99965432  x   0.99993051  =   0.99958485
 ES0908!SPC AZ C     -   0.99965432  x   1.00005250  =   0.99970680
 ES0908!UTM  12      -   0.99965432  x   0.99960892  =   0.99926337
 ES0908
 ES0908|---------------------------------------------------------------------|
 ES0908| PID    Reference Object                     Distance      Geod. Az  |
 ES0908|                                                           dddmmss.s |
 ES0908| ES0922 MIDDLE                              399.843 METERS 25457     |
 ES0908|---------------------------------------------------------------------|
 ES0908
 ES0908                          SUPERSEDED SURVEY CONTROL
 ES0908
 ES0908  NAD 83(1986)-  34 20 44.64242(N)    110 42 26.95238(W) AD(       ) 2
 ES0908  NGVD 29 (08/03/87) 2225.7    (m)         7302.     (f) VERT ANG    3  
 ES0908
 ES0908.Superseded values are not recommended for survey control.
 ES0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0908.See file dsdata.txt to determine how the superseded data were derived.
 ES0908
 ES0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2690300530(NAD 83)
 ES0908_MARKER: DB = BENCH MARK DISK
 ES0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0908+STABILITY: SURFACE MOTION
 ES0908
 ES0908  HISTORY     - Date     Condition        Report By
 ES0908  HISTORY     - 1984     MONUMENTED       AZDT
 ES0908  HISTORY     - 19971011 GOOD             USPSQD
 ES0908
 ES0908                          STATION DESCRIPTION
 ES0908
 ES0908'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 ES0908'THE STATION IS LOCATED 8-1/2 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0908'SIDE OF STATE ROUTE 260.
 ES0908'
 ES0908'THE STATION MARK IS AN AZDT DISK STAMPED---HOYLE 1984---.  IT IS SET
 ES0908'IN TOP OF A 10 INCH CONCRETE MONUMENT 144 FEET SOUTHEAST OF THE CENTER
 ES0908'LINE OF THE HIGHWAY, 42.5 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND
 ES0908'4 FEET NORTHWEST OF THE WITNESS POST.
 ES0908'
 ES0908'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0908'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 9.7 MILES TO A
 ES0908'DIRT ROAD ON THE RIGHT, CONTINUE WEST ALONG SR 260 FOR 0.3 MILE TO
 ES0908'MILEPOST 294 AND THE STATION ON THE LEFT.
 ES0908
 ES0908                          STATION RECOVERY (1997)
 ES0908
 ES0908'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0809 ***********************************************************************
 DA0809  DESIGNATION -  HOYT
 DA0809  PID         -  DA0809
 DA0809  STATE/COUNTY-  AZ/MARICOPA
 DA0809  USGS QUAD   -  AZTEC SE (1982)
 DA0809
 DA0809                         *CURRENT SURVEY CONTROL
 DA0809  ___________________________________________________________________
 DA0809* NAD 83(1992)-  32 50 43.26914(N)    113 16 46.69393(W)     ADJUSTED  
 DA0809* NAVD 88     -       176.613  (meters)     579.44   (feet)  ADJUSTED  
 DA0809  ___________________________________________________________________
 DA0809  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DA0809  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DA0809  DYNAMIC HT  -         176.408 (meters)     578.77  (feet)  COMP
 DA0809  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DA0809
 DA0809  HORZ ORDER  -  SECOND
 DA0809  VERT ORDER  -  FIRST     CLASS II
 DA0809
 DA0809.The horizontal coordinates were established by classical geodetic methods
 DA0809.and adjusted by the National Geodetic Survey in August 1993.
 DA0809
 DA0809.The orthometric height was determined by differential leveling
 DA0809.and adjusted in June 1991.
 DA0809
 DA0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0809
 DA0809.The geoid height was determined by GEOID03.
 DA0809
 DA0809.The dynamic height is computed by dividing the NAVD 88
 DA0809.geopotential number by the normal gravity value computed on the
 DA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0809.degrees latitude (g = 980.6199 gals.).
 DA0809
 DA0809.The modeled gravity was interpolated from observed gravity values.
 DA0809
 DA0809;                    North         East     Units Scale Factor Converg.
 DA0809;SPC AZ C     -   205,425.552    85,772.042   MT  1.00010066   -0 44 21.6
 DA0809;SPC AZ C     -   673,968.35    281,404.34   iFT  1.00010066   -0 44 21.6
 DA0809;SPC AZ W     -   204,707.224   257,390.710   MT  0.99995723   +0 15 18.4
 DA0809;SPC AZ W     -   671,611.63    844,457.71   iFT  0.99995723   +0 15 18.4
 DA0809;UTM  12      - 3,636,445.639   286,651.705   MT  1.00016128   -1 14 12.8
 DA0809
 DA0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0809!SPC AZ C     -   0.99997729  x   1.00010066  =   1.00007795
 DA0809!SPC AZ W     -   0.99997729  x   0.99995723  =   0.99993452
 DA0809!UTM  12      -   0.99997729  x   1.00016128  =   1.00013857
 DA0809
 DA0809|---------------------------------------------------------------------|
 DA0809| PID    Reference Object                     Distance      Geod. Az  |
 DA0809|                                                           dddmmss.s |
 DA0809| DA0734 H 321                                15.743 METERS 05229     |
 DA0809| DA1176 BOUNDARY RM 3                       APPROX. 5.1 KM 2610539.6 |
 DA0809| DA0808 HOYT RM 1                            20.140 METERS 33622     |
 DA0809|---------------------------------------------------------------------|
 DA0809
 DA0809                          SUPERSEDED SURVEY CONTROL
 DA0809
 DA0809  NAD 83(1986)-  32 50 43.26371(N)    113 16 46.70005(W) AD(       ) 2
 DA0809  NAD 27      -  32 50 43.08640(N)    113 16 44.03470(W) AD(       ) 2
 DA0809  NGVD 29 (??/??/92)  176.020  (m)          577.49   (f) ADJ UNCH    1 2
 DA0809
 DA0809.Superseded values are not recommended for survey control.
 DA0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0809.See file dsdata.txt to determine how the superseded data were derived.
 DA0809
 DA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8665236446(NAD 83)
 DA0809_MARKER: DE = TRAVERSE STATION DISK
 DA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0809_STAMPING: HOYT 1960
 DA0809_MARK LOGO: CGS   
 DA0809_PROJECTION: FLUSH
 DA0809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0809+STABILITY: SURFACE MOTION
 DA0809
 DA0809  HISTORY     - Date     Condition        Report By
 DA0809  HISTORY     - 1960     MONUMENTED       CGS
 DA0809  HISTORY     - 1960     GOOD             CGS
 DA0809  HISTORY     - 1980     GOOD             NGS
 DA0809  HISTORY     - 1980     GOOD             NGS
 DA0809  HISTORY     - 1981     GOOD             NGS
 DA0809
 DA0809                          STATION DESCRIPTION
 DA0809
 DA0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0809'THE STATION IS 4.1 MILES WEST OF SENTINEL, 3.2 MILES EAST
 DA0809'OF THE YUMA-MARICOPA COUNTY LINE AT THE LOWEST POINT OF THE
 DA0809'HIGHWAY BETWEEN SENTINEL AND THE COUNTY LINE AND AT THE WEST
 DA0809'END OF A BRIDGE 42.5 FEET SOUTH OF THE CENTER LINE OF U.S.
 DA0809'HIGHWAY 80 AND 3.5 FEET EAST OF A METAL WITNESS POST WITH
 DA0809'SIGN ATTACHED.
 DA0809'
 DA0809'TO REACH THE STATION FROM THE POST OFFICE AT SENTINEL, PROCEED
 DA0809'WESTERLY ALONG U.S. HIGHWAY 80 FOR 4.1 MILES TO A HIGHWAY
 DA0809'BRIDGE CROSSING ON THE DIAGONAL AND THE STATION SITE.  A 2-WHEEL
 DA0809'DRIVE STATION.
 DA0809'
 DA0809'THE STATION, WITH UNDERGROUND MARK, STAMPED HOYT 1960 ARE
 DA0809'STANDARD TRAVERSE DISKS WITH THE SURFACE MARK SET IN A SQUARE
 DA0809'CONCRETE POST PROJECTING 3 INCHES.
 DA0809'
 DA0809'REFERENCE MARK 1, STAMPED HOYT NO 1 1960, IS A STANDARD DISK
 DA0809'SET IN A DRILL HOLE IN THE WEST END OF THE NORTH BRIDGE
 DA0809'ABUTMENT, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 DA0809'ABOUT 1-FOOT HIGHER THAN THE SURFACE OF THE HIGHWAY.
 DA0809'
 DA0809'REFERENCE MARK 2, STAMPED H 321 1952, IS A STANDARD BENCH
 DA0809'MARK DISK SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF
 DA0809'THE SOUTH CURB OF THE BRIDGE ABUTMENT AND IS ABOUT 6 INCHES
 DA0809'HIGHER THAN THE SURFACE OF THE HIGHWAY.
 DA0809'
 DA0809'THE AZIMUTH MARK, STAMPED E 354 1960, IS A STANDARD BENCH MARK
 DA0809'DISK SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING
 DA0809'18 INCHES, 43 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 DA0809'99 FEET WEST OF HIGHWAY MILEPOST 87 AND 6.5 FEET WEST OF A
 DA0809'METAL WITNESS POST WITH SIGN ATTACHED.
 DA0809
 DA0809                          STATION RECOVERY (1960)
 DA0809
 DA0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0809'3.8 MI W FROM SENTINEL.
 DA0809'3.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL
 DA0809'TO A HIGHWAY BRIDGE, 66.08 FEET SOUTH OF R.M. 1, 51.65 FEET SOUTHWEST
 DA0809'OF B.M. H 321, 42.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.5
 DA0809'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 DA0809'POST PROJECTING 3 INCHES.
 DA0809
 DA0809                          STATION RECOVERY (1980)
 DA0809
 DA0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0809'6.7 KM (4.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0809'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0809'RAILROAD MILEPOLE 822 AND HIGHWAY MILEPOST 83, SET IN THE SOUTHEAST
 DA0809'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8, 56.4 METERS (185 FT) NORTHWEST
 DA0809'OF THE NORTHWEST RAIL, 50.3 METERS (165 FT) NORTHWEST OF MILEPOLE
 DA0809'822, 13.9 METERS (45.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-
 DA0809'BOUND LANES OF THE INTERSTATE, 10.2 METERS (33.5 FT) SOUTH OF THE
 DA0809'SOUTHWEST CORNER OF A NEW HIGHWAY BRIDGE.
 DA0809'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 DA0809'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0809
 DA0809                          STATION RECOVERY (1980)
 DA0809
 DA0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0809'6.7 KM (4.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0809'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0809'RAILROAD MILEPOLE 822 AND HIGHWAY MILEPOST 83, SET IN THE SOUTHEAST
 DA0809'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8, 56.4 METERS (185 FT) NORTHWEST
 DA0809'OF THE NORTHWEST RAIL, 50.3 METERS (165 FT) NORTHWEST OF MILEPOLE
 DA0809'822, 13.9 METERS (45.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-
 DA0809'BOUND LANES OF THE INTERSTATE, 10.2 METERS (33.5 FT) SOUTH OF THE
 DA0809'SOUTHWEST CORNER OF A NEW HIGHWAY BRIDGE.
 DA0809'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 DA0809'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0809
 DA0809                          STATION RECOVERY (1981)
 DA0809
 DA0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA0809'THE STATION WAS RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0943 ***********************************************************************
 ET0943  DESIGNATION -  HOYT
 ET0943  PID         -  ET0943
 ET0943  STATE/COUNTY-  AZ/YAVAPAI
 ET0943  USGS QUAD   -  WILHOIT (1969)
 ET0943
 ET0943                         *CURRENT SURVEY CONTROL
 ET0943  ___________________________________________________________________
 ET0943* NAD 83(1992)-  34 25 00.11957(N)    112 36 02.90414(W)     ADJUSTED  
 ET0943* NAVD 88     -      1456.     (meters)    4777.     (feet)  VERTCON   
 ET0943  ___________________________________________________________________
 ET0943  LAPLACE CORR-           7.07  (seconds)                    DEFLEC99
 ET0943  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 ET0943  HORZ ORDER  -  SECOND
 ET0943
 ET0943.The horizontal coordinates were established by classical geodetic methods
 ET0943.and adjusted by the National Geodetic Survey in August 1993.
 ET0943
 ET0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0943
 ET0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0943
 ET0943.The geoid height was determined by GEOID03.
 ET0943
 ET0943;                    North         East     Units Scale Factor Converg.
 ET0943;SPC AZ C     -   379,084.361   150,471.907   MT  0.99994873   -0 23 12.1
 ET0943;SPC AZ C     - 1,243,715.10    493,674.24   iFT  0.99994873   -0 23 12.1
 ET0943;UTM  12      - 3,809,522.148   352,887.761   MT  0.99986677   -0 54 17.8
 ET0943
 ET0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0943!SPC AZ C     -   0.99977579  x   0.99994873  =   0.99972453
 ET0943!UTM  12      -   0.99977579  x   0.99986677  =   0.99964259
 ET0943
 ET0943                          SUPERSEDED SURVEY CONTROL
 ET0943
 ET0943  NAD 83(1986)-  34 25 00.11848(N)    112 36 02.90803(W) AD(       ) 2
 ET0943  NAD 27      -  34 25 00.02798(N)    112 36 00.30083(W) AD(       ) 2
 ET0943  NGVD 29 (07/19/86) 1455.     (m)         4774.     (f) VERT ANG    3  
 ET0943
 ET0943.Superseded values are not recommended for survey control.
 ET0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0943.See file dsdata.txt to determine how the superseded data were derived.
 ET0943
 ET0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5288809522(NAD 83)
 ET0943_MARKER: DD = SURVEY DISK
 ET0943_SETTING: 0 = UNSPECIFIED SETTING
 ET0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0943
 ET0943  HISTORY     - Date     Condition        Report By
 ET0943  HISTORY     - 1969     MONUMENTED       USGS
 ET0943
 ET0943                          STATION DESCRIPTION
 ET0943
 ET0943'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 ET0943'POSITION DETERMINED BY TRAVERSE FROM STATION WILHOIT USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0808 ***********************************************************************
 DA0808  DESIGNATION -  HOYT RM 1
 DA0808  PID         -  DA0808
 DA0808  STATE/COUNTY-  AZ/MARICOPA
 DA0808  USGS QUAD   -  AZTEC SE (1982)
 DA0808
 DA0808                         *CURRENT SURVEY CONTROL
 DA0808  ___________________________________________________________________
 DA0808* NAD 83(1986)-  32 50 43.     (N)    113 16 47.     (W)     SCALED    
 DA0808* NAVD 88     -       176.88   (+/-2cm)     580.3    (feet)  VERTCON   
 DA0808  ___________________________________________________________________
 DA0808  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DA0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0808
 DA0808.The horizontal coordinates were scaled from a topographic map and have
 DA0808.an estimated accuracy of +/- 6 seconds.
 DA0808
 DA0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0808.The vertical order pertains to the NGVD 29 superseded value.
 DA0808
 DA0808.The geoid height was determined by GEOID03.
 DA0808
 DA0808;                    North         East    Units  Estimated Accuracy
 DA0808;SPC AZ C     -   205,420.       85,760.      MT  (+/- 180 meters Scaled)
 DA0808
 DA0808                          SUPERSEDED SURVEY CONTROL
 DA0808
 DA0808  NGVD 29 (??/??/92)  176.287  (m)          578.37   (f) ADJ UNCH    2 0
 DA0808
 DA0808.Superseded values are not recommended for survey control.
 DA0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0808.See file dsdata.txt to determine how the superseded data were derived.
 DA0808
 DA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB866364(NAD 83)
 DA0808_MARKER: DR = REFERENCE MARK DISK
 DA0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0808_SP_SET: BRIDGE
 DA0808_STAMPING: HOYT NO 1 1960
 DA0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0808
 DA0808  HISTORY     - Date     Condition        Report By
 DA0808  HISTORY     - 1960     MONUMENTED       CGS
 DA0808  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0808  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0808
 DA0808                          STATION DESCRIPTION
 DA0808
 DA0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0808'3.8 MI W FROM SENTINEL.
 DA0808'3.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL
 DA0808'TO A HIGHWAY BRIDGE, 66.08 FEET NORTH OF THE STATION MARK, 24 FEET
 DA0808'NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN A DRILL HOLE IN THE TOP
 DA0808'OF THE WEST END OF THE SOUTH CURB OF THE BRIDGE ABUTMENT AND ABOUT 6
 DA0808'INCHES ABOVE THE ROADWAY.
 DA0808
 DA0808                          STATION RECOVERY (1980)
 DA0808
 DA0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0808'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0808'DESCRIBED, MARK BELIEVED DESTROYED.
 DA0808
 DA0808                          STATION RECOVERY (1980)
 DA0808
 DA0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0808'SEARCHED FOR BUT NOT RECOVERED. NOTE-NEW BRIDGE BUILT IN THE AREA
 DA0808'DESCRIBED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0998 ***********************************************************************
 CG0998  DESIGNATION -  HUACHUCA
 CG0998  PID         -  CG0998
 CG0998  STATE/COUNTY-  AZ/COCHISE
 CG0998  USGS QUAD   -  HUACHUCA PEAK (1982)
 CG0998
 CG0998                         *CURRENT SURVEY CONTROL
 CG0998  ___________________________________________________________________
 CG0998* NAD 83(1992)-  31 29 26.10407(N)    110 22 56.69073(W)     ADJUSTED  
 CG0998* NAVD 88     -      2564.4    (meters)    8413.     (feet)  VERTCON   
 CG0998  ___________________________________________________________________
 CG0998  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CG0998  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CG0998  HORZ ORDER  -  FIRST
 CG0998
 CG0998.The horizontal coordinates were established by classical geodetic methods
 CG0998.and adjusted by the National Geodetic Survey in August 1993.
 CG0998
 CG0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0998
 CG0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0998
 CG0998.The geoid height was determined by GEOID03.
 CG0998
 CG0998;                    North         East     Units Scale Factor Converg.
 CG0998;SPC AZ E     -    54,407.630   192,863.468   MT  0.99990518   -0 06 45.7
 CG0998;SPC AZ E     -   178,502.72    632,754.16   iFT  0.99990518   -0 06 45.7
 CG0998;SPC AZ C     -    55,407.077   359,125.559   MT  1.00016199   +0 48 05.7
 CG0998;SPC AZ C     -   181,781.75  1,178,233.46   iFT  1.00016199   +0 48 05.7
 CG0998;UTM  12      - 3,484,138.219   558,655.023   MT  0.99964243   +0 19 21.4
 CG0998
 CG0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0998!SPC AZ E     -   0.99960186  x   0.99990518  =   0.99950707
 CG0998!SPC AZ C     -   0.99960186  x   1.00016199  =   0.99976378
 CG0998!UTM  12      -   0.99960186  x   0.99964243  =   0.99924443
 CG0998
 CG0998:                Primary Azimuth Mark                     Grid Az
 CG0998:SPC AZ E     -  PHOENIX EL PASO AWY BCN 16               036 32 34.1
 CG0998:SPC AZ C     -  PHOENIX EL PASO AWY BCN 16               035 37 42.7
 CG0998:UTM  12      -  PHOENIX EL PASO AWY BCN 16               036 06 27.0
 CG0998
 CG0998|---------------------------------------------------------------------|
 CG0998| PID    Reference Object                     Distance      Geod. Az  |
 CG0998|                                                           dddmmss.s |
 CG0998| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.37.8 KM 0362548.4 |
 CG0998| CC6701 HUACHUCA RM 1                         9.267 METERS 05805     |
 CG0998| CG0999 HUACHUCA CAIRN                        0.600 METERS 10935     |
 CG0998| CG0997 MILLER PEAK LOOKOUT                 APPROX.13.8 KM 1415100.9 |
 CG0998| CG1000 CANELO                              APPROX.15.1 KM 2664643.1 |
 CG0998| CC6700 HUACHUCA RM DRILL HOLE                4.278 METERS 33118     |
 CG0998| CZ1821 AIRWAY BEACON 12                    APPROX.68.3 KM 3380746.7 |
 CG0998|---------------------------------------------------------------------|
 CG0998
 CG0998                          SUPERSEDED SURVEY CONTROL
 CG0998
 CG0998  NAD 83(1986)-  31 29 26.09433(N)    110 22 56.68150(W) AD(       ) 1
 CG0998  NAD 27      -  31 29 25.74600(N)    110 22 54.38200(W) AD(       ) 1
 CG0998  NGVD 29 (07/19/86) 2563.4    (m)         8410.     (f) VERT ANG    3  
 CG0998
 CG0998.Superseded values are not recommended for survey control.
 CG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0998.See file dsdata.txt to determine how the superseded data were derived.
 CG0998
 CG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV5865584138(NAD 83)
 CG0998_MARKER: DD = SURVEY DISK
 CG0998_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CG0998
 CG0998  HISTORY     - Date     Condition        Report By
 CG0998  HISTORY     - 1910     MONUMENTED       CGS
 CG0998  HISTORY     - 1936     GOOD             CGS
 CG0998  HISTORY     - 1938     GOOD             CGS
 CG0998
 CG0998                          STATION DESCRIPTION
 CG0998
 CG0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CG0998'THIS STATION IS NEAR A UNITED STATES GEOLOGICAL SURVEY STATION,
 CG0998'THE NAME OF WHICH IS UNKNOWN.  IT IS ON THE HIGHEST PEAK OF THE
 CG0998'MOUNTAIN, AT THE N END OF THE HUACHUCA RANGE, ABOUT 11 MILES S
 CG0998'OF HUACHUCA, A TOWN ON THE SOUTHERN PACIFIC, 4 MILES S OF FORT
 CG0998'HUACHUCA AND ABOUT 2-1/2 MILES S OF A PROMINENT ROUND-TOP PEAK,
 CG0998'CALLED NIGGER HEAD PEAK.
 CG0998'THE REFERENCE MARK, A ONE-HALF INCH DRILL HOLE ONE-HALF
 CG0998'INCH DEEP AT THE EDGE OF A BLUFF, IS 5.78 METERS FROM THE
 CG0998'STATION, N 85 DEG 26 MIN W. THE UNITED STATES
 CG0998'GEOLOGICAL SURVEY STATION, MARKED BY A CAIRN, IS 0.6 METER
 CG0998'DISTANT, S 70 DEG 25 MIN E.
 CG0998
 CG0998                          STATION RECOVERY (1936)
 CG0998
 CG0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WM)
 CG0998'STATION RECOVERED.  ORIGINAL MARKS IN GOOD CONDITION.  ADDITIONAL
 CG0998'REFERENCE MARK ESTABLISHED.
 CG0998'
 CG0998'DETAILED DESCRIPTION AS FOLLOWS--ABOUT 25 MILES SW OF TOMBSTONE,
 CG0998'AND 4 MILES S OF FORT HUACHUCA, ON SUMMIT OF HIGHEST PEAK AT
 CG0998'N END OF HUACHUCA MOUNTAINS, AND ON LANDS OF FORT HUACHUCA
 CG0998'MILITARY RESERVATION.
 CG0998'
 CG0998'REACHED FROM FORT HUACHUCA BY ROAD UP HUACHUCA CANYON SW ABOUT
 CG0998'3 MILES TO ITS END.  THENCE BY FAIR TRAIL, MOSTLY GRADED, S AND 4
 CG0998'MILES TO HUACHUCA MOUNTAIN FORE LOOKOUT TOWER AND STATION.  THERE
 CG0998'ARE TWO TRAILS, THE LEFT BEING SHORTER AND STEEPER.  INFORMATION,
 CG0998'HORSES AND GUIDE MAY BE OBTAINED AT FORT HUACHUCA HEADQUARTERS.
 CG0998'IT IS ABOUT A TWO HOUR PACK FROM END OF ROAD, OR THREE HOURS
 CG0998'FROM THE FORT, AND 3500 FEET DIFERENCE IN ELEVATION.
 CG0998'
 CG0998'MARK IS A STANDARD TABLET SET IN ROCK AND WAS FOUND UNDER E
 CG0998'SIDE OF A LARGE SQUARE PILE OF ROCKS ABOUT 4 FEET HIGH, STAMPED
 CG0998'HUACHUCA 1910.
 CG0998'
 CG0998'REFERENCE MARK, OLD, IS A SMALL DRILL HOLE, 1/4 INCH DEEP NEAR
 CG0998'EDGE OF BLUFF W OF STATION.
 CG0998'
 CG0998'REFERENCE MARK, NEW, IS A STANDARD TABLET IN ROCK NW OF STATION,
 CG0998'STAMPED HUACHUCA 1910 1936.
 CG0998'
 CG0998'LOOK OUT IS A HEAVY WOODEN TOWER ABOUT 30 FEET HIGH, ABOUT 11.5
 CG0998'METERS NE OF STATION.
 CG0998'
 CG0998'THE U.S.G.S. CAIRN HAS BEEN DESTROYED.
 CG0998'
 CG0998'ALL DISTANCES ARE HORIZONTAL.
 CG0998
 CG0998                          STATION RECOVERY (1938)
 CG0998
 CG0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG0998'STATION FOUND AS DESCRIBED AND ORIGINAL STATION MARK, HUACHUCA
 CG0998'1910 FOND IN GOOD CONDITION.
 CG0998'
 CG0998'STATION IS LOCATED ON THE HIGHEST PEAK AT THE N END OF THE
 CG0998'HUACHUCA RANGE AND 4.0 MILES (APPROXIMATELY) S OF FORT HUACHUCA
 CG0998'AND 30 FEET W OF THE LOOK OUT TOWER ON THE HIGHEST POINT OF THE
 CG0998'PEAK.
 CG0998'
 CG0998'TO REACH FROM FORT HUACHUCA GO SW UP THE MAIN CANYON 3.8 MILES
 CG0998'TO THE END OF THE ROAD.  CONTINUE ON TRAIL UP BOTTOM OF CANYON
 CG0998'ABOUT 1 MILE TO A FORK IN TRAIL.  TAKE LEFT FORK (VERY STEEP) TO
 CG0998'TOP OF RANGE.  FOLLOW MAIN TRAIL SE AND E ALONG TOP OF RIDGE TO
 CG0998'LOOK OUT TOWER AND STATION.  HORSES AND INDIAN GUIDE WERE
 CG0998'OBTAINED FROM THE ADJUTANT AT FORT HUACHUCA FOR THE TRIP.  (THREE
 CG0998'HOUR TRIP WITH HORSES.)
 CG0998'
 CG0998'AZIMUTH MARK IS ABOUT 500 FEET LOWER THAN STATION, 1/2 MILE
 CG0998'W IN SADDLE AND 10 FEET W OF WHERE THE TRAIL MAKES SHARP TURN AS
 CG0998'IT DROPS FROM SADDLE, SET IN LEDGE ROCK.
 CG0998'
 CG0998'REFERENCE MARK 1936-1910 SET IN LEDGE ROCK LEVEL WITH STATION.
 CG0998'REFERENCE MARK NO. 1 SET IN CONCRETE FOUNDATION AT SW CORNER OF
 CG0998'LOOK OUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0973 ***********************************************************************
 FR0973  DESIGNATION -  HUALPAI
 FR0973  PID         -  FR0973
 FR0973  STATE/COUNTY-  AZ/MOHAVE
 FR0973  USGS QUAD   -  HUALAPAI PEAK (1978)
 FR0973
 FR0973                         *CURRENT SURVEY CONTROL
 FR0973  ___________________________________________________________________
 FR0973* NAD 83(1992)-  35 04 30.23848(N)    113 53 52.27377(W)     ADJUSTED  
 FR0973* NAVD 88     -      2568.2    (meters)    8426.     (feet)  VERTCON   
 FR0973  ___________________________________________________________________
 FR0973  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 FR0973  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FR0973  HORZ ORDER  -  FIRST
 FR0973
 FR0973.The horizontal coordinates were established by classical geodetic methods
 FR0973.and adjusted by the National Geodetic Survey in August 1993.
 FR0973
 FR0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0973
 FR0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0973
 FR0973.The geoid height was determined by GEOID03.
 FR0973
 FR0973;                    North         East     Units Scale Factor Converg.
 FR0973;SPC AZ W     -   451,926.390   199,875.927   MT  0.99993557   -0 05 05.9
 FR0973;SPC AZ W     - 1,482,698.13    655,760.92   iFT  0.99993557   -0 05 05.9
 FR0973;UTM  12      - 3,885,209.423   235,769.203   MT  1.00046055   -1 39 58.4
 FR0973
 FR0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0973!SPC AZ W     -   0.99960143  x   0.99993557  =   0.99953703
 FR0973!UTM  12      -   0.99960143  x   1.00046055  =   1.00006180
 FR0973
 FR0973:                Primary Azimuth Mark                     Grid Az
 FR0973:SPC AZ W     -  CRAGGY PEAK HUALPAI RANGE                029 55 22.5
 FR0973:UTM  12      -  CRAGGY PEAK HUALPAI RANGE                031 30 15.0
 FR0973
 FR0973|---------------------------------------------------------------------|
 FR0973| PID    Reference Object                     Distance      Geod. Az  |
 FR0973|                                                           dddmmss.s |
 FR0973| FR0971 CRAGGY PEAK HUALPAI RANGE           APPROX. 5.4 KM 0295016.6 |
 FR0973| CH2528 HUALPAI RM 1                          3.994 METERS 06938     |
 FR0973| CH2529 HUALPAI RM 2                          9.411 METERS 29309     |
 FR0973| FS1167 MOUNT PERKINS                       APPROX.78.1 KM 3145133.8 |
 FR0973| FS1024 MOUNT TIPTON                        APPROX.58.0 KM 3323325.4 |
 FR0973| CH2527 HUALPAI AZ MK                                      3422013.0 |
 FR0973| GR1837 GOLD BUTTE                                         3450835.6 |
 FR0973|---------------------------------------------------------------------|
 FR0973
 FR0973                          SUPERSEDED SURVEY CONTROL
 FR0973
 FR0973  NAD 83(1986)-  35 04 30.24223(N)    113 53 52.28110(W) AD(       ) 1
 FR0973  NAD 27      -  35 04 30.21900(N)    113 53 49.47200(W) AD(       ) 1
 FR0973  NGVD 29 (11/23/90) 2567.2    (m)         8423.     (f) VERT ANG    3  
 FR0973
 FR0973.Superseded values are not recommended for survey control.
 FR0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0973.See file dsdata.txt to determine how the superseded data were derived.
 FR0973
 FR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3576985209(NAD 83)
 FR0973_MARKER: DS = TRIANGULATION STATION DISK
 FR0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0973+STABILITY: SURFACE MOTION
 FR0973
 FR0973  HISTORY     - Date     Condition        Report By
 FR0973  HISTORY     - 1925     MONUMENTED       CGS
 FR0973  HISTORY     - 1936     GOOD             CGS
 FR0973  HISTORY     - 1948     SEE DESCRIPTION  CGS
 FR0973  HISTORY     - 1950     GOOD             CGS
 FR0973  HISTORY     - 1961     GOOD             CGS
 FR0973  HISTORY     - 1981     GOOD             AZDT
 FR0973
 FR0973                          STATION DESCRIPTION
 FR0973
 FR0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 FR0973'ABOUT 12 MILES SOUTHEAST OF KINGMAN, ON THE SOUTHEASTERLY
 FR0973'OF THE TWO HIGHEST ROCK PEAKS OF HUALPAI MOUNTAIN.
 FR0973'
 FR0973'REACHED FROM KINGMAN BY ROAD TO PINE LODGE, A SMALL SUMMER
 FR0973'RESORT ON HUALPAI MOUNTAIN 16 MILES.  A TRAIL LEADS FROM HERE TO
 FR0973'THE OLD SMALL FRUIT RANCH (RUINS) 2 MILES.  FROM HERE THE STATION
 FR0973'IS VISIBLE 3/4 MILE SOUTH.  THE PEAK IS BEST ASCENDED FROM THE
 FR0973'NORTHEAST.  MARK IS A STANDARD BRONZE TABLET SET IN SOLID ROCK.
 FR0973'
 FR0973'REFERENCE MARK IS A STANDARD BRONZE TABLET SET IN SOLID ROCK.
 FR0973
 FR0973                          STATION RECOVERY (1936)
 FR0973
 FR0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WM)
 FR0973'STATION RECOVERED.  ORIGINAL MARKS IN GOOD CONDITION.  NEW
 FR0973'REFERENCE MARK ESTABLISHED.  DETAILED DESCRIPTION AS FOLLOWS--
 FR0973'REACHED FROM KINGMAN BY U.S. HIGHWAY 66 EAST 2.0 MILES TO
 FR0973'GRADED GRAVEL ROAD (SANDY ROAD), LEADING SOUTH ACROSS
 FR0973'RAILROAD, THENCE SOUTHEAST ON THIS ROAD 8.3 MILES TO FORK,
 FR0973'THENCE RIGHT, FOLLOWING HUALPAI MOUNTAIN COUNTY PARK SIGN,
 FR0973'8.6 MILES TO CROSS ROAD IN SADDLE AT TOP OF GRADE, THENCE
 FR0973'RIGHT, WEST, 0.3 MILE TO END OF ROAD AT LAST REPORT CABIN,
 FR0973'THENCE FOLLOW GRADED TRAIL SOUTHWEST ABOUT 2-1/2 MILES TO A
 FR0973'SMALL FLAT WITH OLD STONE TERRACES, IN VALLEY, KNOWN AS THE
 FR0973'POTATO PATCH.  THENCE TURN SOUTH AND FOLLOW UP TIMBERED
 FR0973'RIDGE ABOUT 3/4 MILE TO SUMMIT OF HIGHEST ROCK PEAK AND
 FR0973'STATION.  BEST ASCENT OF THE LAST ROCKS IS FROM NORTHEAST
 FR0973'SIDE.  MARK IS STANDARD TABLET SET IN SOLID ROCK, STAMPED
 FR0973'HUALPAI 1925.
 FR0973'
 FR0973'REFERENCE MARK NO. 1 IS A STANDARD TABLET IN SOLID ROCK, HIGHEST
 FR0973'ON PEAK AND NORTHEAST OF STATION, STAMPED HUALPAI 1925 NO. 1.
 FR0973'REFERENCE MARK NO. 2 IS A STANDARD TABLET SET ON POINT OF ROCK
 FR0973'WEST OF STATION AND STAMPED HUALPAI 1925-1936 NO. 2.
 FR0973
 FR0973                          STATION RECOVERY (1948)
 FR0973
 FR0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0973'ALL MARKS PREVIOUSLY DESCRIBED ARE IN GOOD CONDITION.  AN
 FR0973'AZIMUTH WAS ESTABLISHED AND IS DESCRIBED BELOW.
 FR0973'
 FR0973'THE STATION IS ON THE SUMMIT OF A SHARP CRAGGY PEAK IN THE
 FR0973'HUALPAI MOUNTAIN RANGE AND IS KNOWN AS HUALPAI PEAK.  IT IS 12
 FR0973'MILES, AIRLINE, SOUTHEAST OF KINGMAN.  THERE IS ANOTHER PEAK
 FR0973'1/2 MILE NORTHWEST THAT IS NEARLY AS HIGH.
 FR0973'
 FR0973'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0973'ON THE HIGHEST POINT OF OUCROPPING BEDROCK THAT FORMS THE TOP
 FR0973'OF THE PEAK, IS STAMPED HUALPAI 1925.
 FR0973'
 FR0973'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0973'IN BEDROCK, IS STAMPED HUALPAI NO 1 1925.  IT IS APPROXIMATELY
 FR0973'THE SAME ELEVATION AS THE STATION MARK.
 FR0973'
 FR0973'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 FR0973'HOLE IN BEDROCK, IS STAMPED HUALPAI NO 2 1925 1936.  IT IS
 FR0973'APPROXIMATELY 8 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FR0973'
 FR0973'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0973'ON TOP OF A HUGH MASS OF OUTCROPPING BEDROCK, PROJECTING
 FR0973'APPROXIMATELY 15 FEET, IS STAMPED HUALPAI 1948.  IT IS ABOUT
 FR0973'100 FEET SOUTHEAST OF A FORK IN THE TRAIL WHICH IS ENROUTE
 FR0973'TO THE STATION.
 FR0973'
 FR0973'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FR0973'RAILROAD STATION IN KINGMAN GO NORTHEAST ON U.S. HIGHWAY NO.
 FR0973'66 FOR 1.8 MILES.  TURN RIGHT ACROSS RAILROAD TRACKS AND GO
 FR0973'0.3 MILE ON A GRADED DIRT ROAD TO A FORK AND SIGN
 FR0973'SANDY ROUTE.  TAKE THE RIGHT HAND ROAD AND GO 7.3 MILES TO A
 FR0973'FORK JUST BEYOND A CATTLE GUARD.  KEEP THE RIGHT HAND ROAD
 FR0973'STRAIGHT AHEAD FOR 4.0 MILES TO THE SUMMIT OF A PASS AND A
 FR0973'PARK AREA.  TURN RIGHT, WEST, AND FOLLOW THE MAIN DRIVEWAY
 FR0973'0.3 MILE TO THE WEST EDGE OF THE PARK AT A SIGN HAYDEN PK.,
 FR0973'ASPEN PK., POTATO PATCH, HUALPAI PK.  FROM HERE PACK
 FR0973'WESTERLY ON A WELL DEFINED TRAIL AS PER SIGNS ABOUT 2-1/2
 FR0973'MILES TO A FORK IN THE TRAIL AND SIGN POTATO PATCH, LEFT,
 FR0973'HUALPAI PK., HAYDEN PK. RIGHT.  THIS POINT IS ABOUT 200 YARDS
 FR0973'SOUTHWEST OF A SADDLE.  THE AZIMUTH MARK IS 100 FEET
 FR0973'SOUTHEAST.  FROM HERE TAKE THE LEFT HAND TRAIL AND GO DOWN
 FR0973'GRADE ALONG A SMALL CREEK 1/2 MILE TO ITS JUNCTION WITH
 FR0973'ANOTHER SMALL CREEK.  TURN RIGHT AND GO SOUTHERLY UP A
 FR0973'WASH ABOUT 1/2 MILE TO THE TOP OF A RIDGE JUST WEST OF THE
 FR0973'STATION PEAK.  TURN LEFT AND FOLLOW THE STEEP ROCKY RIDGE
 FR0973'1/4 MILE TO THE SUMMIT AND THE STATION.  A 4 HOUR PACK.
 FR0973
 FR0973                          STATION RECOVERY (1950)
 FR0973
 FR0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0973'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.  ALL MARKS
 FR0973'ARE IN GOOD CONDITION.
 FR0973'
 FR0973'A NUMBER OF FIRE TRAILS AND TRAILS HAVE BEEN ADDED MAKING THE
 FR0973'1948 ROUTE TO THE STATION OBSOLETE.  THE NEW ROUTE IS AS FOLLOWS--
 FR0973'FROM CABIN NO. 5 AT THE WEST SIDE OF THE PARK MENTIONED IN THE OLD
 FR0973'DESCRIPTION (SIGN HAYDEN PK., ASPEN PK., POTATO PATCH, HUALPAI
 FR0973'PK. HAS BEEN DESTROYED).  TURN RIGHT UP A FIRE TRAIL AND GO
 FR0973'UP STEEP GRADE ABOUT 0.2 MILE TO UNDERGROUND TANKS ON THE
 FR0973'RIGHT.  CONTINUE UP THE TRAIL FOR 0.3 MILE TO THE CREST OF A
 FR0973'RIDGE AND THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE
 FR0973'MAIN TRAIL TO THE LEFT FOR ABOUT 14 MINUTES TO A REVERSED
 FR0973'Y-FORK.  CONTINUE STRAIGHT AHEAD FOR ABOUT 14 MINUTES TO A
 FR0973'Y- JUNCTION OF THE TRAIL AND A SIGN HUALPAI PK.,
 FR0973'POTATO PATCH.  TAKE THE RIGHT FORK AND PACK FOR ABOUT 30
 FR0973'MINUTES TO A Y-JUNCTION OF THE TRAIL AND THE AZIMUTH MARK
 FR0973'MENTIONED IN THE OLD DESCRIPTION.  TAKE THE LEFT FORK
 FR0973'ACROSS A BRIDGE AND FOLLOW THE MAIN TRAIL FOR ABOUT 20 MINUTES
 FR0973'TO A LARGE MASS OF OUTCROP ROCK ON THE RIGHT SIDE OF THE
 FR0973'TRAIL FROM HERE THE STATION IS DUE SOUTH 1 MILE.  LEAVE
 FR0973'THE TRAIL AND GO SOUTHERLY TO THE CONFLUENCE OF TWO SMALL CREEKS
 FR0973'(IN DRY WEATHER THERE IS NO SURFACE FLOW) MENTIONED IN THE
 FR0973'OLD DESCRIPTION, THENCE FOLLOW THE 1948 DESCRIPTION TO
 FR0973'THE STATION.
 FR0973'
 FR0973'NO DISTANCES OR DIRECTIONS WERE MEASURED SINCE THE STATION
 FR0973'WAS NOT OCCUPIED BY AN OVSERVING UNIT.
 FR0973
 FR0973                          STATION RECOVERY (1961)
 FR0973
 FR0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0973'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FR0973'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FR0973
 FR0973                          STATION RECOVERY (1981)
 FR0973
 FR0973'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FR0973'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 FR0973'FOUND IN GOOD CONDITION.  THE ROUTE TO THE STATION HAS CHANGED AND THE
 FR0973'AZIMUTH MARK WAS NOT RECOVERED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0973'
 FR0973'BEFORE LEAVING KINGMAN OBTAIN A KEY FROM WESTERN ELECTRONICS AT 2332
 FR0973'KINGMAN AVE.  A SECOND KEY WILL BE PICKED UP ALONG ROUTE TO STATION.
 FR0973'
 FR0973'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FR0973'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  CROSS US 66 AND
 FR0973'TRAVEL SOUTH ON HUALPAI MOUNTAIN ROAD FOR 11.8 MILES TO HUALPAI PARK
 FR0973'HEADQUARTERS ON THE RIGHT.  OBTAIN A KEY HERE TO THE LOWER GATE.  TURN
 FR0973'RIGHT ON A NARROW PAVED ROAD FOR 0.45 MILE TO A FORK, TAKE LEFT FORK
 FR0973'FOR 0.3 MILE TO THE LOWER GATE.  PASS THROUGH THE GATE AND TRAVEL ON
 FR0973'THE MAIN TRAVELED TRAIL ROAD FOR 1.05 MILE TO A FORK, TAKE THE LEFT
 FR0973'FORK FOR 0.25 MILES TO A FORK AT SIGN LEVI LEVI, TAKE LEFT FORK FOR
 FR0973'1.35 MILES TO A LOCKED GATE.  PASS THROUGH GATE AND TRAVEL FOR 0.5
 FR0973'MILE TO A FORK, TAKE RIGHT FORK FOR 0.1 MILE TO A FORK, TAKE THE RIGHT
 FR0973'FORK THE LEFT FORK LEADS TO AN INSTALLION ON THE EAST SIDE OF THE PEAK
 FR0973'FOR 0.15 MILE UP SEVERAL SWITCHBACKS TO END OF TRUCK TRAVEL.  PACK TO
 FR0973'THE TOP OF RIDGE THEN LEFT ALONG CABLE LINE TO STEEP OUTCROP,  FOLLOW
 FR0973'TRAIL CUT THROUGH BRUSH AND BOULDERS TO HIGHEST POINT AND STATION.
 FR0973'
 FR0973'THE ROCK OUTCROP THE STATION IS ON IS SMALL AND UNEVEN.  CAUTION MUST
 FR0973'BE EXERCISED IN VISITING THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1874 ***********************************************************************
 CZ1874  DESIGNATION -  HUB
 CZ1874  PID         -  CZ1874
 CZ1874  STATE/COUNTY-  AZ/PINAL
 CZ1874  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ1874
 CZ1874                         *CURRENT SURVEY CONTROL
 CZ1874  ___________________________________________________________________
 CZ1874* NAD 83(1992)-  32 47 40.34920(N)    110 40 33.52695(W)     ADJUSTED  
 CZ1874* NAVD 88     -       693.7    (meters)    2276.     (feet)  VERTCON   
 CZ1874  ___________________________________________________________________
 CZ1874  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CZ1874  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CZ1874  HORZ ORDER  -  FIRST
 CZ1874
 CZ1874.The horizontal coordinates were established by classical geodetic methods
 CZ1874.and adjusted by the National Geodetic Survey in August 1993.
 CZ1874
 CZ1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1874
 CZ1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1874
 CZ1874.The geoid height was determined by GEOID03.
 CZ1874
 CZ1874;                    North         East     Units Scale Factor Converg.
 CZ1874;SPC AZ C     -   199,649.452   329,566.333   MT  1.00006646   +0 40 19.4
 CZ1874;SPC AZ C     -   655,017.89  1,081,254.37   iFT  1.00006646   +0 40 19.4
 CZ1874;UTM  12      - 3,628,556.628   530,338.653   MT  0.99961135   +0 10 31.8
 CZ1874
 CZ1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1874!SPC AZ C     -   0.99989553  x   1.00006646  =   0.99996198
 CZ1874!UTM  12      -   0.99989553  x   0.99961135  =   0.99950692
 CZ1874
 CZ1874|---------------------------------------------------------------------|
 CZ1874| PID    Reference Object                     Distance      Geod. Az  |
 CZ1874|                                                           dddmmss.s |
 CZ1874| CC6702 HUB RM 1                             10.311 METERS 07316     |
 CZ1874| CZ0292 R 18                                               1543708.6 |
 CZ1874| CC6703 HUB RM 2                             10.144 METERS 18013     |
 CZ1874|---------------------------------------------------------------------|
 CZ1874
 CZ1874                          SUPERSEDED SURVEY CONTROL
 CZ1874
 CZ1874  NAD 83(1986)-  32 47 40.34563(N)    110 40 33.52317(W) AD(       ) 1
 CZ1874  NAD 27      -  32 47 40.10700(N)    110 40 31.15800(W) AD(       ) 1
 CZ1874  NGVD 29 (07/19/86)  693.1    (m)         2274.     (f) VERT ANG    3  
 CZ1874
 CZ1874.Superseded values are not recommended for survey control.
 CZ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1874.See file dsdata.txt to determine how the superseded data were derived.
 CZ1874
 CZ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3033928557(NAD 83)
 CZ1874_MARKER: DS = TRIANGULATION STATION DISK
 CZ1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1874+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2007
 CZ1874
 CZ1874  HISTORY     - Date     Condition        Report By
 CZ1874  HISTORY     - 1947     MONUMENTED       CGS
 CZ1874  HISTORY     - 1959     GOOD             CGS
 CZ1874  HISTORY     - 1967     GOOD             AMS
 CZ1874  HISTORY     - 1972     GOOD             AZHD
 CZ1874  HISTORY     - 20070223 GOOD             GEOCAC
 CZ1874
 CZ1874                          STATION DESCRIPTION
 CZ1874
 CZ1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1874'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 CZ1874'MAMMOTH AND ABOUT 14-1/2 MILES SOUTH-SOUTHEAST OF WINKELMAN
 CZ1874'ON A SMALL HILL ON THE HIGHWAY RIGHT-OF-WAY PROPERTY, 50 YARDS
 CZ1874'EAST OF STATE ROUTE 77, 10 PACES WEST OF TELEPHONE LINE, 6
 CZ1874'FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS ABOUT
 CZ1874'2 INCHES ABOVE THE GROUND AND IS STAMPED--HUB 1947.
 CZ1874'
 CZ1874'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION,
 CZ1874'2 FEET SOUTH OF A TELEPHONE POLE, PROJECTS 4 INCHES AND
 CZ1874'IS STAMPED--HUB NO 1 1947.
 CZ1874'
 CZ1874'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION,
 CZ1874'PROJECTS ABOUT 4 INCHES AND IS STAMPED--HUB NO 2 1947.
 CZ1874'
 CZ1874'THE AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK LOCATED 11
 CZ1874'PACES WEST OF CENTER LINE OF STATE ROUTE 77, 7 PACES SOUTH OF
 CZ1874'A WIRE GATE AND TRACK ROAD, 1 FOOT EAST OF A FENCE LINE, SET
 CZ1874'IN A 10-INCH CONCRETE POST WHICH PROJECTS 10 INCHES AND IS
 CZ1874'STAMPED--R 18 1933.
 CZ1874'
 CZ1874'TO REACH FROM THE POST OFFICE IN MAMMOTH, GO NORTHERLY TOWARD
 CZ1874'WINKELMAN ON STATE ROUTE 77 FOR 5.1 MILES TO RANCH ROAD AND
 CZ1874'A LONE MAIL BOX ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 CZ1874'0.2 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE 0.3 MILE TO
 CZ1874'THE STATION ON THE RIGHT AT TRIANGLE BLAZE ON A 10-INCH TREE
 CZ1874'ON THE RIGHT.  A 50-YARD PACK.
 CZ1874
 CZ1874                          STATION RECOVERY (1959)
 CZ1874
 CZ1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1874'STATION WAS RECOVERED IN GOOD CONDITION.
 CZ1874'
 CZ1874'REACHED FROM THE CENTER OF THE TOWN OF MAMMOTH, GO NORTHWEST
 CZ1874'ON STATE HIGHWAY 77 FOR 1.0 MILE TO THE BRIDGE OVER THE
 CZ1874'SAN PEDRO RIVER.  CONTINUE AHEAD ON STATE HIGHWAY 77 FOR 3.5
 CZ1874'MILES TO HIGHWAY MILE MARKER NO. 120, CONTINUE AHEAD FOR
 CZ1874'0.5 MILE TO THE STATION ON THE RIGHT, NORTH.
 CZ1874
 CZ1874                          STATION RECOVERY (1967)
 CZ1874
 CZ1874'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1874'STATION HUB IS LOCATED 6.0 AIRMILES (NNW) OF MAMMOTH, ARIZONA
 CZ1874'AND 15.3 AIRMILES (SSE) OF WINKELMAN, ARIZONA.
 CZ1874'
 CZ1874'TO REACH FROM MAMMOTH P.O. GO (N) ON MAIN STREET FOR 1.0
 CZ1874'MI TO JCT OF HWY ARIZONA 77, GO RIGHT (NW) ON ARIZONA 77
 CZ1874'FOR 4.4 MI TO JCT WITH PAVED ROAD ON LEFT (SW), TURN LEFT
 CZ1874'(SW) ON PAVED ROAD CROSSING CATTLE GUARD AND GO FOR 0.05 MI
 CZ1874'TO INTERSECTION OF OF OLD PAVED ROAD (OLD HIGHWAY 77), TURN
 CZ1874'RIGHT (NW) ON OLD PAVED ROAD AND GO (NW) 0.45 MI TO N-S RIDGE
 CZ1874'ON RIGHT (N), LEAVE VEHICLE HERE AND PACK UP RIDGE TO THE
 CZ1874'(N) FOR APPROXIMATELY 35.9 M AND STATION SITE.  PACK TIME
 CZ1874'WITH HEAVY LOAD IS 5 MINUTES.
 CZ1874'
 CZ1874'THE STATION SITE IS ON THE HIGHEST POINT OF THE N-S RIDGE
 CZ1874'LINE AMONG SCATTERED BRUSH.
 CZ1874'
 CZ1874'R.M. 1 IS A STANDARD USC AND GS DISK STAMPED HUB - 1947
 CZ1874'NO 1.  FROM THE STATION IT IS (NE).
 CZ1874'AT A DISTANCE OF 10.311M AND A DE OF -0.364M.
 CZ1874'
 CZ1874'R.M. 2 IS A STANDARD USC AND GS DISK STAMPED HUB NO 2, 1947.
 CZ1874'FROM THE STATION IT IS (SSE).
 CZ1874'DISTANCE OF 10.145M AND A DE OF -0.976M.
 CZ1874'
 CZ1874'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED HUB - 1947.
 CZ1874'IT IS SET IN A CONCRETE MONUMENT WHICH PROTRUDES ABOUT 2
 CZ1874'INCHES ABOVE THE GROUND.
 CZ1874'
 CZ1874'THE AZ MK IS A STANDARD USC AND GS BM DISK STAMPED 2254.047,
 CZ1874'R-18, 1933.  THE AZ MK IS APPROXIMATELY 0.3 MI (SSE) OF THE
 CZ1874'STATION ON (S) SIDE OF THE OLD HWY 77, WHICH WAS USED TO
 CZ1874'APPROACH THE STATION.  THE AZ MK IS SET ON A SQUARE CONCRETE
 CZ1874'POST PROJECTING 11.0 INCHES ABOVE THE GROUND.
 CZ1874'
 CZ1874'CONDITION OF ALL MARKERS IS EXCELLENT.
 CZ1874'
 CZ1874'THE HEIGHT OF THE TRIPOD WAS 1.5M.  THE VIEW FROM THIS HEIGHT
 CZ1874'IS CLEAR IN ALL DIRECTIONS EXCEPT  N 58 DEG E AND
 CZ1874'N 62 DEG E WHERE TWO TELEPHONE POLES BLOCK THE LINE OF SIGHT.
 CZ1874
 CZ1874                          STATION RECOVERY (1972)
 CZ1874
 CZ1874'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1874'N. ON HWY 77 .9 MI. N. OF MP 119 210 FT. W. OF HWY
 CZ1874'
 CZ1874'REFERENCE MARKS 1 AND 2 IN AND GOOD
 CZ1874'
 CZ1874'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
 CZ1874
 CZ1874                          STATION RECOVERY (2007)
 CZ1874
 CZ1874'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1874'RECOVERED STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND AZ MARK
 CZ1874'IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE
 CZ1874'DESCRIPTION   THE TELEPHONE POLE AT REFERENCE MARK 1 HAS BEEN CUT
 CZ1874'DOWN, AND THE WITNESS POST WAS NOT FOUND. NOTE THAT AZ MARK IS NOW
 CZ1874'LOCATED ON PRIVATE PROPERTY   PLEASE SEEK PERMISSION PRIOR TO USING
 CZ1874'THE MARK.
 CZ1874' 
 CZ1874'UPDATE TO THE TO REACH DESCRIPTION   THE PAVED ROAD OFF OF ARIZONA 77
 CZ1874'IS CALLED CUESTA STREET, AFTER TURNING LEFT (W) ON TO CUESTA STREET GO
 CZ1874'FOR 0.05 MILES TO LA ANITA STREET, TURN RIGHT (NW) AND GO 0.2 MILES TO
 CZ1874'YELLOW JACKET DRIVE, TURN RIGHT (N) ON YELLOW JACKET DRIVE AND GO .06
 CZ1874'MILES TO A DIRT TURN OFF ON THE RIGHT, LEAVE VEHICLE HERE AND PACK UP
 CZ1874'THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1067 ***********************************************************************
 CG1067  DESIGNATION -  HUERFANO
 CG1067  PID         -  CG1067
 CG1067  STATE/COUNTY-  AZ/PIMA
 CG1067  USGS QUAD   -  HELVETIA (1981)
 CG1067
 CG1067                         *CURRENT SURVEY CONTROL
 CG1067  ___________________________________________________________________
 CG1067* NAD 83(1992)-  31 51 32.60243(N)    110 49 56.92153(W)     ADJUSTED  
 CG1067* NAVD 88     -      1219.8    (meters)    4002.     (feet)  VERTCON   
 CG1067  ___________________________________________________________________
 CG1067  LAPLACE CORR-           8.32  (seconds)                    DEFLEC99
 CG1067  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CG1067  HORZ ORDER  -  THIRD
 CG1067
 CG1067.The horizontal coordinates were established by classical geodetic methods
 CG1067.and adjusted by the National Geodetic Survey in August 1993.
 CG1067
 CG1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1067
 CG1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1067
 CG1067.The geoid height was determined by GEOID03.
 CG1067
 CG1067;                    North         East     Units Scale Factor Converg.
 CG1067;SPC AZ C     -    95,752.362   315,957.253   MT  1.00002978   +0 34 20.3
 CG1067;SPC AZ C     -   314,148.17  1,036,605.16   iFT  1.00002978   +0 34 20.3
 CG1067;UTM  12      - 3,524,825.542   515,847.497   MT  0.99960310   +0 05 18.3
 CG1067
 CG1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1067!SPC AZ C     -   0.99981305  x   1.00002978  =   0.99984283
 CG1067!UTM  12      -   0.99981305  x   0.99960310  =   0.99941622
 CG1067
 CG1067:                Primary Azimuth Mark                     Grid Az
 CG1067:SPC AZ C     -  DOBE RANCH WINDMILL                      027 47 46.7
 CG1067:UTM  12      -  DOBE RANCH WINDMILL                      028 16 48.7
 CG1067
 CG1067|---------------------------------------------------------------------|
 CG1067| PID    Reference Object                     Distance      Geod. Az  |
 CG1067|                                                           dddmmss.s |
 CG1067| CZ1819 DOBE RANCH WINDMILL                 APPROX.23.9 KM 0282207.0 |
 CG1067| CC6710 HUERFANO RM 1                         9.056 METERS 03947     |
 CG1067| CC6711 HUERFANO RM 2                         7.402 METERS 27113     |
 CG1067| CC6709 HUERFANO AZ MK                                     3222215.1 |
 CG1067|---------------------------------------------------------------------|
 CG1067
 CG1067                          SUPERSEDED SURVEY CONTROL
 CG1067
 CG1067  NAD 83(1986)-  31 51 32.59825(N)    110 49 56.91822(W) AD(       ) 3
 CG1067  NAD 27      -  31 51 32.29400(N)    110 49 54.60800(W) AD(       ) 3
 CG1067  NGVD 29 (07/19/86) 1219.0    (m)         3999.     (f) VERT ANG    3  
 CG1067
 CG1067.Superseded values are not recommended for survey control.
 CG1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1067.See file dsdata.txt to determine how the superseded data were derived.
 CG1067
 CG1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1584724826(NAD 83)
 CG1067_MARKER: DS = TRIANGULATION STATION DISK
 CG1067_SETTING: 66 = SET IN ROCK OUTCROP
 CG1067_SP_SET: PARTIALLY EXPOSED BEDROCK
 CG1067
 CG1067  HISTORY     - Date     Condition        Report By
 CG1067  HISTORY     - 1936     MONUMENTED       CGS
 CG1067  HISTORY     - 1957     GOOD             USGS
 CG1067
 CG1067                          STATION DESCRIPTION
 CG1067
 CG1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1067'ABOUT 25 MILES SE OF TUCSON AND 9 MILES ESE OF THE VILLAGE OF
 CG1067'SAHUARITA, ON THE STATE GAME PRESERVE, ON HUERFANO BUTTE, A
 CG1067'PROMINENT AND ISOLATED CRAG LYING ABOUT 5 MILES W OF THE MAIN
 CG1067'RANGE OF THE SANTA RITA MOUNTAINS AND ABOUT 3 MILES W OF THE OLD
 CG1067'MINING CAMP OF HELVETIA, IN THE APPROXIMATE CENTER OF THE SUMMIT
 CG1067'OF THE MINATURE KNOLL AT THE S END OF THE BUTTE, ABOUT 25 FEET N
 CG1067'OF THE S EDGE OF THE SLOPE, A STANDARD DISK STAMPED HUERFANO 1936,
 CG1067'SET IN BEDROCK.
 CG1067'
 CG1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTES 80 AND 89
 CG1067'AT THE U.S. VETERANS HOSPITAL AT TUCSON, GO S ON ROUTE 89 FOR 16.0
 CG1067'MILES AND TURN LEFT, E, AT MAIN CROSSROADS AT SAHUARITA, THENCE
 CG1067'0.6 MILE AND TURN RIGHT, S, ON OLD HIGHWAY AT CATTLE GUARD,
 CG1067'THENCE 1.3 MILES AND BEAR LEFT, ESE, AT SIGN HELVETIA 13 MILES,
 CG1067'THENCE SE ALONG THIS TRACK ROAD THROUGH THE BRUSH FOR 2.7 MILES
 CG1067'AND PASS STATION RITA ON THE LEFT, THENCE 1.2 MILES TO CATTLE
 CG1067'GUARD AT EDGE OF GAME PRESERVE AND CONTINUE SE ON GRADED ROAD
 CG1067'FOR 3.3 MILES AND KEEP LEFT FORK OF MAIN TRAVELED ROAD AT Y,
 CG1067'THENCE 1.8 MILES TO N SIDE OF THE BUTTE.  TRUCK CAN BE DRIVEN
 CG1067'ACROSS COUNTRY ABOUT 0.1 MILE TO THE BASE OF THE BUTTE.  GO
 CG1067'W UP THE E SLOPE FOR ABOUT 1/4 MILE TO THE STATION ON THE
 CG1067'SUMMIT.
 CG1067'
 CG1067'THE AZIMUTH MARK IS ABOUT 0.3 MILE WNW OF THE STATION, ABOUT 300
 CG1067'YARDS W OF THE W SIDE OF THE BUTTE, ABOUT 22 FEET W OF THE CENTER
 CG1067'OF THE GRADED ROAD LEADING TO THE BUTTE.
 CG1067'
 CG1067'R.M. NO. 1 IS NE OF THE STATION, SET IN ROCK OUTCROP ON S SIDE OF
 CG1067'THE KNOLL AT THE N END OF THE BUTTE.
 CG1067'
 CG1067'R.M. NO. 2 IS SW OF THE STATION, AT EDGE OF SLOPE OF KNOLL ON
 CG1067'WHICH STATION IS LOCATED, ABOUT 4 FEET LOWER.
 CG1067'
 CG1067'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 CG1067
 CG1067                          STATION RECOVERY (1957)
 CG1067
 CG1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1067'STATION RECOVERED IN GOOD CONDITION.
 CG1067'
 CG1067'REFERENCE MARKS FOUND IN GOOD CONDITION.
 CG1067'
 CG1067'THE TO REACH PORTION OF THE DESCRIPTION, FOLLOWING THE PORTION
 CG1067'READING.  AT MAIN CROSS ROADS AT SAHUARITA SHOULD BE REVISED TO
 CG1067'READ, THENCE 0.7 MILES EAST TO NORTH-SOUTH ROAD AND TURN RIGHT,
 CG1067'FOLLOW MAIN ROAD FOR 10.3 MILES TO NORTH SIDE OF BUTTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1086 ***********************************************************************
 ET1086  DESIGNATION -  HUGHES
 ET1086  PID         -  ET1086
 ET1086  STATE/COUNTY-  AZ/MOHAVE
 ET1086  USGS QUAD   -  CENTENNIAL WASH (1990)
 ET1086
 ET1086                         *CURRENT SURVEY CONTROL
 ET1086  ___________________________________________________________________
 ET1086* NAD 83(1992)-  34 15 36.28940(N)    113 51 19.87891(W)     ADJUSTED  
 ET1086* NAVD 88     -       528.2    (meters)    1733.     (feet)  VERTCON   
 ET1086  ___________________________________________________________________
 ET1086  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 ET1086  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 ET1086  HORZ ORDER  -  SECOND
 ET1086
 ET1086.The horizontal coordinates were established by classical geodetic methods
 ET1086.and adjusted by the National Geodetic Survey in August 1993.
 ET1086
 ET1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1086
 ET1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1086
 ET1086.The geoid height was determined by GEOID03.
 ET1086
 ET1086;                    North         East     Units Scale Factor Converg.
 ET1086;SPC AZ W     -   361,517.403   203,641.837   MT  0.99993450   -0 03 33.9
 ET1086;SPC AZ W     - 1,186,080.72    668,116.26   iFT  0.99993450   -0 03 33.9
 ET1086;UTM  12      - 3,794,684.125   237,064.956   MT  1.00045229   -1 36 30.4
 ET1086
 ET1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1086!SPC AZ W     -   0.99992188  x   0.99993450  =   0.99985638
 ET1086!UTM  12      -   0.99992188  x   1.00045229  =   1.00037413
 ET1086
 ET1086|---------------------------------------------------------------------|
 ET1086| PID    Reference Object                     Distance      Geod. Az  |
 ET1086|                                                           dddmmss.s |
 ET1086| CH2531 HUGHES RM 1                           4.928 METERS 08409     |
 ET1086| CH2530 HUGHES AZ MK                                       0854708.4 |
 ET1086| ET1085 HUGHES CAIRN                          2.190 METERS 12245     |
 ET1086| CH2532 HUGHES RM 2                           6.394 METERS 31528     |
 ET1086|---------------------------------------------------------------------|
 ET1086
 ET1086                          SUPERSEDED SURVEY CONTROL
 ET1086
 ET1086  NAD 83(1986)-  34 15 36.28908(N)    113 51 19.88694(W) AD(       ) 2
 ET1086  NAD 27      -  34 15 36.22200(N)    113 51 17.11000(W) AD(       ) 2
 ET1086  NGVD 29 (07/19/86)  527.6    (m)         1731.     (f) VERT ANG    3  
 ET1086
 ET1086.Superseded values are not recommended for survey control.
 ET1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1086.See file dsdata.txt to determine how the superseded data were derived.
 ET1086
 ET1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3706594684(NAD 83)
 ET1086_MARKER: DS = TRIANGULATION STATION DISK
 ET1086_SETTING: 66 = SET IN ROCK OUTCROP
 ET1086
 ET1086  HISTORY     - Date     Condition        Report By
 ET1086  HISTORY     - 1948     MONUMENTED       CGS
 ET1086  HISTORY     - 1976     GOOD             USE
 ET1086
 ET1086                          STATION DESCRIPTION
 ET1086
 ET1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1086'THE STATION IS ABOUT 8 MILES, AIRLINE, N.W. OF THE PLANET
 ET1086'CROSSING OF THE BILL WILLIAMS RIVER, ABOUT 16 MILES, AIRLINE,
 ET1086'W. OF THE ALAMO CROSSING, AND JUST W. OF THE CENTENIAL WASH,
 ET1086'ON THE EASTERN OF TWO ROCKY BUTTES ON THE SOUTHERN END OF
 ET1086'THE RAWHIDE MOUNTAIN RANGE.
 ET1086'
 ET1086'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN YUCCA
 ET1086'GO SOUTHEASTERLY ON BLADED SIGNAL-ALAMO ROAD FOR 2.7 MILES
 ET1086'TO A FORK AND SIGN ALAMO-SIGNAL.  KEEP RIGHT FORK AND CONTINUE
 ET1086'FOR 9.6 MILES TO A FORK AND SIGN ALAMO-SIGNAL.  KEEP RIGHT
 ET1086'FORK AND GO 9.7 MILES TO A FORK AND SIGN ON THE RIGHT PLANET
 ET1086'ROAD.  KEEP LEFT FORK FOR 7.2 MILES TO A FORK AND SIGN ON THE
 ET1086'LEFT S RANCH 5.  KEEP RIGHT FORK TOWARDS SIGNAL AND ALAMO FOR
 ET1086'5.6 MILES TO A FORK AND SIGN ON THE LEFT SIGNAL ON THE RIGHT
 ET1086'ALAMO.  TAKE RIGHT FORK TOWARDS ALAMO FOR 7.1 MILES TO A
 ET1086'REVERSED Y AND SIGN YUCCA 42 MILES.  CONTINUE STRAIGHT AHEAD
 ET1086'ON THE MAIN TRAVELED ROAD FOR 3.4 MILES TO A FORK AT A
 ET1086'POINT WHERE THE PARKER-BAGDAD POWER LINE CROSSES THE ROAD.
 ET1086'LEAVE THE MAIN ROAD AND TAKE THE RIGHT FORK DOWN A SMALL
 ET1086'WASH AND CROSSING A WASH IN SEVERAL PLACES FOR 2.4 MILES
 ET1086'TO A FORK.  KEEP RIGHT FORK MAIN TRAVELED ROAD FOR 2.0
 ET1086'MILES TO A VERY DIM FORK.  TURN LEFT FOR ABOUT 0.1 MILE TO
 ET1086'WASH.  LEAVE THE ROAD AND CONTINUE DOWN THE WASH FOR 0.7 MILE
 ET1086'TO WHERE THE POWER LINE CROSSES THE WASH.  CONTINUE DOWN
 ET1086'THE MAIN WIDE WASH SOUTH SOUTHWESTERLY FOR 6.0 MILES TO
 ET1086'A LARGE FLAT-TOPPED ISLAND ABOUT 12 FEET HIGH IN THE WASH.
 ET1086'CONTINUE DOWN THE WASH FOR 3.4 MILES TO A TRIANGLE BLAZE ON A
 ET1086'TREE ON THE RIGHT HAND EDGE OF THE WASH JUST AFTER PASSING A
 ET1086'LARGE REDDISH BLUFF NEAR THE RIVER EDGE ON THE RIGHT AND
 ET1086'END OF TRUCK TRAVEL.  TRAVEL DOWN THE WASH SHOULD BE MADE
 ET1086'IN A FOUR WHEEL DRIVE TRUCK.  FROM THIS POINT BACK PACK
 ET1086'WESTERLY UP ROCKY WASH OR UP REDDISH COLORED RIDGE WORKING
 ET1086'YOUR WAY TOWARDS THE TOP OF THE RIM.  FROM THE TOP OF RIM
 ET1086'CONTINUE ACROSS COUNTRY SOUTHWESTERLY TO THE HIGHEST PEAK
 ET1086'AND STATION.  ABOUT 1-1/2 HOUR PACK.
 ET1086'
 ET1086'THE STATION MARK, A STANDARD BRONZE DISK SET IN OUTCROP
 ET1086'FLUSH WITH THE GROUND SURFACE, IS ON THE HIGHEST POINT OF
 ET1086'THE HILL AND IS STAMPED HUGHES 1948.
 ET1086'
 ET1086'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK SET
 ET1086'IN OUTCROP PROJECTING ABOUT 4 IN, IS ABOUT 1-1/2 FEET LOWER
 ET1086'THAN THE STATION AND IS STAMPED HUGHES NO 1 1948.
 ET1086'
 ET1086'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK SET
 ET1086'IN OUTCROP PROJECTING ABOUT 1 FOOT, IS ABOUT 6 IN LOWER
 ET1086'THAN THE STATION AND IS STAMPED HUGHES NO 2 1948.
 ET1086'
 ET1086'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN OUTCROP
 ET1086'PROJECTING ABOUT 2 IN, IS ABOUT 12 FEET N. OF A CAIRN, ABOUT
 ET1086'30 FEET FROM THE EDGE OF THE RIM, ABOUT 1/2 MILE E. OF THE
 ET1086'STATION, AND NEAR THE APPROACH TO THE TOP OF RIM ON THE WAY
 ET1086'TO THE STATION.  IT IS STAMPED HUGHES 1948.
 ET1086
 ET1086                          STATION RECOVERY (1976)
 ET1086
 ET1086'RECOVERY NOTE BY US ENGINEERS 1976 (FLC)
 ET1086'HUGHES 1948 RECOVERED GOOD.
 ET1086'
 ET1086'R.M. NO. 1 RECOVERED GOOD.
 ET1086'
 ET1086'R.M. NO. 2 RECOVERED GOOD.
 ET1086'
 ET1086'DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES N 73 DEG E OF
 ET1086'PARKER, ARIZ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1085 ***********************************************************************
 ET1085  DESIGNATION -  HUGHES CAIRN
 ET1085  PID         -  ET1085
 ET1085  STATE/COUNTY-  AZ/MOHAVE
 ET1085  USGS QUAD   -  CENTENNIAL WASH (1990)
 ET1085
 ET1085                         *CURRENT SURVEY CONTROL
 ET1085  ___________________________________________________________________
 ET1085* NAD 83(1992)-  34 15 36.25095(N)    113 51 19.80693(W)     ADJUSTED  
 ET1085* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 ET1085  ___________________________________________________________________
 ET1085  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 ET1085  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 ET1085  HORZ ORDER  -  SECOND
 ET1085
 ET1085.The horizontal coordinates were established by classical geodetic methods
 ET1085.and adjusted by the National Geodetic Survey in August 1993.
 ET1085
 ET1085.The orthometric height was scaled from a topographic map.
 ET1085
 ET1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1085
 ET1085.The geoid height was determined by GEOID03.
 ET1085
 ET1085;                    North         East     Units Scale Factor Converg.
 ET1085;SPC AZ W     -   361,516.216   203,643.677   MT  0.99993450   -0 03 33.8
 ET1085;SPC AZ W     - 1,186,076.82    668,122.30   iFT  0.99993450   -0 03 33.8
 ET1085;UTM  12      - 3,794,682.889   237,066.764   MT  1.00045227   -1 36 30.3
 ET1085
 ET1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1085!SPC AZ W     -   0.99992182  x   0.99993450  =   0.99985632
 ET1085!UTM  12      -   0.99992182  x   1.00045227  =   1.00037405
 ET1085
 ET1085                          SUPERSEDED SURVEY CONTROL
 ET1085
 ET1085  NAD 83(1986)-  34 15 36.25063(N)    113 51 19.81495(W) AD(       ) 2
 ET1085  NAD 27      -  34 15 36.18500(N)    113 51 17.03500(W) AD(       ) 2
 ET1085
 ET1085.Superseded values are not recommended for survey control.
 ET1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1085.See file dsdata.txt to determine how the superseded data were derived.
 ET1085
 ET1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3706794683(NAD 83)
 ET1085_MARKER: 72 = CAIRN
 ET1085
 ET1085  HISTORY     - Date     Condition        Report By
 ET1085  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1085
 ET1085                          STATION DESCRIPTION
 ET1085
 ET1085'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0718 ***********************************************************************
 DT0718  DESIGNATION -  HULSEY
 DT0718  PID         -  DT0718
 DT0718  STATE/COUNTY-  AZ/APACHE
 DT0718  USGS QUAD   -  NUTRIOSO (1991)
 DT0718
 DT0718                         *CURRENT SURVEY CONTROL
 DT0718  ___________________________________________________________________
 DT0718* NAD 83(1992)-  33 55 20.24195(N)    109 10 46.73761(W)     ADJUSTED  
 DT0718* NAVD 88     -      2641.6    (meters)    8667.     (feet)  VERTCON   
 DT0718  ___________________________________________________________________
 DT0718  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DT0718  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0718  HORZ ORDER  -  SECOND
 DT0718
 DT0718.The horizontal coordinates were established by classical geodetic methods
 DT0718.and adjusted by the National Geodetic Survey in August 1993.
 DT0718
 DT0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0718
 DT0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0718
 DT0718.The geoid height was determined by GEOID03.
 DT0718
 DT0718;                    North         East     Units Scale Factor Converg.
 DT0718;SPC AZ E     -   324,473.627   304,620.926   MT  1.00000264   +0 33 03.1
 DT0718;SPC AZ E     - 1,064,546.02    999,412.49   iFT  1.00000264   +0 33 03.1
 DT0718;UTM  12      - 3,755,031.682   668,269.127   MT  0.99994905   +1 00 58.0
 DT0718
 DT0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0718!SPC AZ E     -   0.99958897  x   1.00000264  =   0.99959161
 DT0718!UTM  12      -   0.99958897  x   0.99994905  =   0.99953804
 DT0718
 DT0718|---------------------------------------------------------------------|
 DT0718| PID    Reference Object                     Distance      Geod. Az  |
 DT0718|                                                           dddmmss.s |
 DT0718| CD3031 HULSEY RM 1                           7.104 METERS 09035     |
 DT0718| DT0717 DIVIDE                              APPROX. 3.4 KM 1483739.5 |
 DT0718| CD3032 HULSEY RM 2                           7.162 METERS 18721     |
 DT0718|---------------------------------------------------------------------|
 DT0718
 DT0718                          SUPERSEDED SURVEY CONTROL
 DT0718
 DT0718  NAD 83(1986)-  33 55 20.24071(N)    109 10 46.74094(W) AD(       ) 2
 DT0718  NAD 27      -  33 55 20.05888(N)    109 10 44.45260(W) AD(       ) 2
 DT0718  NGVD 29 (07/19/86) 2640.5    (m)         8663.     (f) VERT ANG    3  
 DT0718
 DT0718.Superseded values are not recommended for survey control.
 DT0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0718.See file dsdata.txt to determine how the superseded data were derived.
 DT0718
 DT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6826955032(NAD 83)
 DT0718_MARKER: DD = SURVEY DISK
 DT0718_SETTING: 66 = SET IN ROCK OUTCROP
 DT0718_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0718+STABILITY: POSITION/ELEVATION WELL
 DT0718
 DT0718  HISTORY     - Date     Condition        Report By
 DT0718  HISTORY     - 1978     MONUMENTED       AZDT
 DT0718
 DT0718                          STATION DESCRIPTION
 DT0718
 DT0718'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0718'THE STATION IS ABOUT 2.75 MILES EAST SOUTHEAST OF NUTRIOSO ON
 DT0718'A PROMINENT ROCKY BLUFF ABOUT 1,000 FEET EAST OF U.S. HWY. 180-666.
 DT0718'
 DT0718'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED HULSEY 1978
 DT0718'AND EPOXIED IN A DRILL HOLE IN BEDROCK MARKED WITH A WITNESS POST
 DT0718'AND SIGN 5.2 FEET TO SOUTHEAST.  THE STATION IS ON A PROMINENT
 DT0718'ROCKY BLUFF ABOUT 700 FT. ABOVE AND 1,000 FEET EAST OF THE
 DT0718'HIGHWAY.
 DT0718'
 DT0718'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED HULSEY
 DT0718'RM 2 1978 AND IS EPOXIED TO A ROCK.
 DT0718'
 DT0718'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED HULSEY
 DT0718'RM 1 1978 EPOXIED TO A ROCK.
 DT0718'
 DT0718'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 DT0718'NUTRIOSO, TRAVEL SOUTH ON U.S. HWY. 180-666 TO MILE POST 420.06
 DT0718'AND THE STATION ON THE LEFT.  TO PACK TO STATION, CONTINUE ON
 DT0718'HWY. TO MILE POST 420.29 AND A GATE ON THE LEFT, FROM HERE PACK
 DT0718'NORTH UP SLOPE TO STATION.  ABOUT A 25 MINUTE PACK.
 DT0718'
 DT0718'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0867 ***********************************************************************
 ET0867  DESIGNATION -  HUM
 ET0867  PID         -  ET0867
 ET0867  STATE/COUNTY-  AZ/YAVAPAI
 ET0867  USGS QUAD   -  HUMBOLDT (1973)
 ET0867
 ET0867                         *CURRENT SURVEY CONTROL
 ET0867  ___________________________________________________________________
 ET0867* NAD 83(1992)-  34 31 07.50718(N)    112 14 15.58772(W)     ADJUSTED  
 ET0867* NAVD 88     -      1395.94   (+/-2cm)    4579.8    (feet)  VERTCON   
 ET0867  ___________________________________________________________________
 ET0867  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 ET0867  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ET0867  HORZ ORDER  -  SECOND
 ET0867  VERT ORDER  -  THIRD ? (See Below)
 ET0867
 ET0867.The horizontal coordinates were established by classical geodetic methods
 ET0867.and adjusted by the National Geodetic Survey in August 1993.
 ET0867
 ET0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0867.The vertical order pertains to the NGVD 29 superseded value.
 ET0867
 ET0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0867
 ET0867.The geoid height was determined by GEOID03.
 ET0867
 ET0867;                    North         East     Units Scale Factor Converg.
 ET0867;SPC AZ C     -   390,238.523   183,889.174   MT  0.99991070   -0 10 54.8
 ET0867;SPC AZ C     - 1,280,310.11    603,310.94   iFT  0.99991070   -0 10 54.8
 ET0867;UTM  12      - 3,820,371.950   386,400.756   MT  0.99975906   -0 42 05.1
 ET0867
 ET0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0867!SPC AZ C     -   0.99978502  x   0.99991070  =   0.99969574
 ET0867!UTM  12      -   0.99978502  x   0.99975906  =   0.99954414
 ET0867
 ET0867|---------------------------------------------------------------------|
 ET0867| PID    Reference Object                     Distance      Geod. Az  |
 ET0867|                                                           dddmmss.s |
 ET0867| CH2533 HUM RM 1                              9.848 METERS 17731     |
 ET0867| ET0869 TEXAS                               APPROX. 1.7 KM 3422053.1 |
 ET0867| CH2534 ROUTE 69 MP 280.3                     7.507 METERS 35612     |
 ET0867|---------------------------------------------------------------------|
 ET0867
 ET0867                          SUPERSEDED SURVEY CONTROL
 ET0867
 ET0867  NAD 83(1986)-  34 31 07.50334(N)    112 14 15.58598(W) AD(       ) 2
 ET0867  NAD 27      -  34 31 07.41280(N)    112 14 13.00178(W) AD(       ) 2
 ET0867  NGVD 29 (07/19/86) 1395.14   (m)         4577.2    (f) LEVELING    3  
 ET0867
 ET0867.Superseded values are not recommended for survey control.
 ET0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0867.See file dsdata.txt to determine how the superseded data were derived.
 ET0867
 ET0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8640120372(NAD 83)
 ET0867_MARKER: DD = SURVEY DISK
 ET0867_SETTING: 0 = UNSPECIFIED SETTING
 ET0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0867
 ET0867  HISTORY     - Date     Condition        Report By
 ET0867  HISTORY     - 1940     MONUMENTED       AZDT
 ET0867  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0867
 ET0867                          STATION DESCRIPTION
 ET0867
 ET0867'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1940 (GH)
 ET0867'THE STATION IS LOCATED 13 MILES SOUTHEAST OF PRESCOTT AND 1 MILE SOUTH
 ET0867'OF DEWEY ALONG THE EAST OF ARIZONA HIGHWAY 69.
 ET0867'
 ET0867'THE STATION MARK IS AN ADOT DISK STAMPED HUM 1980.  IT IS SET IN TOP
 ET0867'OF A CONCRETE MONUMENT 3.4 FEET NORTHWEST OF WITNESS POST AND 97.5
 ET0867'FEET EAST OF THE CENTERLINE.
 ET0867'
 ET0867'REFERENCE MARK 1 IS AN ADOT DISK STAMPED HUM RM 1 1980.  IT IS SET IN
 ET0867'TOP OF A CONCRETE MONUMENT 97.5 FEET EAST OF THE CENTERLINE.
 ET0867'
 ET0867'REFERENCE MARK 2 IS AN AHD DISK STAMPED 1345 MP 280.3 1973.  IT IS SET
 ET0867'IN A DRILL HOLE IN ROCK 97.5 FEET EAST OF THE CENTERLINE.
 ET0867'
 ET0867'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY TRAVEL SOUTH ALONG
 ET0867'ARIZONA HIGHWAY 69 FOR 0.85 MILE TO THE STATION ON THE LEFT SIDE OF
 ET0867'THE HIGHWAY ON TOP OF A 12 FOOT CUT.
 ET0867
 ET0867                          STATION RECOVERY (2004)
 ET0867
 ET0867'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0867'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0919 ***********************************************************************
 ET0919  DESIGNATION -  HUMBOLDT SMOKE STACK
 ET0919  PID         -  ET0919
 ET0919  STATE/COUNTY-  AZ/YAVAPAI
 ET0919  USGS QUAD   -  MAYER (1974)
 ET0919
 ET0919                         *CURRENT SURVEY CONTROL
 ET0919  ___________________________________________________________________
 ET0919* NAD 83(1992)-  34 29 52.16110(N)    112 13 56.52924(W)     ADJUSTED  
 ET0919* NAVD 88     -              **(meters)            **(feet)            
 ET0919  ___________________________________________________________________
 ET0919  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 ET0919  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0919  HORZ ORDER  -  THIRD
 ET0919
 ET0919.The horizontal coordinates were established by classical geodetic methods
 ET0919.and adjusted by the National Geodetic Survey in August 1993.
 ET0919
 ET0919
 ET0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0919
 ET0919.The geoid height was determined by GEOID03.
 ET0919
 ET0919;                    North         East     Units Scale Factor Converg.
 ET0919;SPC AZ C     -   387,915.473   184,367.975   MT  0.99991036   -0 10 43.7
 ET0919;SPC AZ C     - 1,272,688.56    604,881.81   iFT  0.99991036   -0 10 43.7
 ET0919;UTM  12      - 3,818,045.009   386,858.410   MT  0.99975778   -0 41 53.0
 ET0919
 ET0919                          SUPERSEDED SURVEY CONTROL
 ET0919
 ET0919  NAD 83(1986)-  34 29 52.15538(N)    112 13 56.52823(W) AD(       ) 4
 ET0919  NAD 27      -  34 29 52.03535(N)    112 13 53.94649(W) AD(       ) 3
 ET0919
 ET0919.Superseded values are not recommended for survey control.
 ET0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0919.See file dsdata.txt to determine how the superseded data were derived.
 ET0919
 ET0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8685818045(NAD 83)
 ET0919_MARKER: 63 = STACK
 ET0919
 ET0919  HISTORY     - Date     Condition        Report By
 ET0919  HISTORY     - 1969     FIRST OBSERVED   USGS
 ET0919
 ET0919                          STATION DESCRIPTION
 ET0919
 ET0919'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0972 ***********************************************************************
 DU0972  DESIGNATION -  HUMM
 DU0972  PID         -  DU0972
 DU0972  STATE/COUNTY-  AZ/MARICOPA
 DU0972  USGS QUAD   -  TEMPE (1982)
 DU0972
 DU0972                         *CURRENT SURVEY CONTROL
 DU0972  ___________________________________________________________________
 DU0972* NAD 83(1992)-  33 24 52.45185(N)    111 58 10.44043(W)     ADJUSTED  
 DU0972* NAVD 88     -       348.27   (+/-2cm)    1142.6    (feet)  VERTCON   
 DU0972  ___________________________________________________________________
 DU0972  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DU0972  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0972  HORZ ORDER  -  SECOND
 DU0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0972
 DU0972.The horizontal coordinates were established by classical geodetic methods
 DU0972.and adjusted by the National Geodetic Survey in August 1993.
 DU0972
 DU0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0972.The vertical order pertains to the NGVD 29 superseded value.
 DU0972
 DU0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0972
 DU0972.The geoid height was determined by GEOID03.
 DU0972
 DU0972;                    North         East     Units Scale Factor Converg.
 DU0972;SPC AZ C     -   267,727.384   208,440.055   MT  0.99990030   -0 01 44.9
 DU0972;SPC AZ C     -   878,370.68    683,858.45   iFT  0.99990030   -0 01 44.9
 DU0972;UTM  12      - 3,697,667.808   409,851.355   MT  0.99970019   -0 32 02.3
 DU0972
 DU0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0972!SPC AZ C     -   0.99994999  x   0.99990030  =   0.99985030
 DU0972!UTM  12      -   0.99994999  x   0.99970019  =   0.99965020
 DU0972
 DU0972|---------------------------------------------------------------------|
 DU0972| PID    Reference Object                     Distance      Geod. Az  |
 DU0972|                                                           dddmmss.s |
 DU0972| DU0971 HUMM RM 1                            10.083 METERS 00112     |
 DU0972| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 4.2 KM 0400337.8 |
 DU0972| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 3.5 KM 0641200.5 |
 DU0972| DU0974 HUMM AZ MK                          426.874 METERS 1780343.5 |
 DU0972| DU0973 HUMM RM 2                            12.269 METERS 18048     |
 DU0972| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.12.6 KM 2241717.2 |
 DU0972|---------------------------------------------------------------------|
 DU0972
 DU0972                          SUPERSEDED SURVEY CONTROL
 DU0972
 DU0972  NAD 83(1986)-  33 24 52.44554(N)    111 58 10.44535(W) AD(       ) 2
 DU0972  NAD 27      -  33 24 52.28150(N)    111 58 07.92150(W) AD(       ) 2
 DU0972  NGVD 29 (??/??/92)  347.637  (m)         1140.54   (f) ADJ UNCH    2 0
 DU0972
 DU0972.Superseded values are not recommended for survey control.
 DU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0972.See file dsdata.txt to determine how the superseded data were derived.
 DU0972
 DU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0985197668(NAD 83)
 DU0972_MARKER: DE = TRAVERSE STATION DISK
 DU0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0972_STAMPING: HUMM 1963
 DU0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0972+STABILITY: SURFACE MOTION
 DU0972
 DU0972  HISTORY     - Date     Condition        Report By
 DU0972  HISTORY     - 1963     MONUMENTED       CGS
 DU0972  HISTORY     - 1963     GOOD             CGS
 DU0972  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DU0972  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0972
 DU0972                          STATION DESCRIPTION
 DU0972
 DU0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0972'THE STATION IS LOCATED AONG THE WEST SIDE OF 52ND STREET, 1/2 MILE
 DU0972'NORTH OF BELL BUTTE, 7 MILES SOUTHEAST OF THE CENTRAL SECTION OF
 DU0972'PHEONIX AND ON HIGHWAY PROPERTY.
 DU0972'
 DU0972'TO REACH THE STATION FROM THE INTERSECTION OF EAST VAN BUREN AND
 DU0972'48TH STREET, GO SOUTH ON 48TH STREET FOR 2.0 MILES TO THE
 DU0972'INTERSECTION OF TRANSMISSION ROAD, TURN LEFT AND GO EAST ON
 DU0972'TRANSMISSION ROAD FOR 0.5 MILE TO A GRAVELED ROAD RIGHT, 52ND
 DU0972'STREET, TURN RIGHT AND GO SOUTH ON 52ND STREET FOR 0.5 MILE TO A
 DU0972'DRIVEWAY RIGHT AND THE STATION AS DESCRIBED.
 DU0972'
 DU0972'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HUMM 1963,
 DU0972'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3
 DU0972'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.4 FEET EAST OF A
 DU0972'STANDARD METAL WITNSS POST AND MARKER, 2.4 FEET EAST OF A NORTH
 DU0972'AN SOUTH FENCE LINE, 19.0 FEET WEST OF THE APPROXIMATE CENTER OF
 DU0972'52ND STREET, 25.5 FEET NORTH OF A POWERLINE POLE NUMBER 36 AND
 DU0972'53.0 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY.
 DU0972'
 DU0972'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUMM NO 1 1963, SET
 DU0972'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 DU0972'ABOVE THE GROUND SURFACE.  IT IS 3.3 FEET EAST OF THE NORTHEAST
 DU0972'FENCE CORNER, 18.0 FEET WEST OF THE APPROXIMATE CENTER OF 52ND
 DU0972'STREET, 20.0 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY
 DU0972'AND 33.3 FEET NORTH OF THE WITNESS POST.
 DU0972'
 DU0972'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUMM NO 2 1963, SET IN
 DU0972'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE
 DU0972'THE GROUND SURFACE.  IT IS 1.8 FEET EAST OF THE NORTH AND SOUTH
 DU0972'FENCE LINE, 14.6 FEET SOUTH OF THE POWERLINE POLE NUMBER 36,
 DU0972'19.0 FEET WEST OF THE APPROXIMATE CENTER OF 52 AND STREET AND
 DU0972'40.1 FEET SOUTH OF THE WITNESS POST.
 DU0972'
 DU0972'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUMM 1963, SET IN TOP
 DU0972'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 DU0972'SURFACE.  IT IS 3.0 FEET WEST OF WEST EDGE OF A CULTIVATED FIELD,
 DU0972'2.6 FEET NORTH OF A WITNESS POST, 4.8 FEET NORTH OF A POWERLINE
 DU0972'POLE NUMBER 35-36 AND 24.5 FEET EAST OF THE APPROXIMATE CENTER OF
 DU0972'52ND STREET.
 DU0972'
 DU0972'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON 52ND STREET FOR
 DU0972'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.
 DU0972'
 DU0972'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0972
 DU0972                          STATION RECOVERY (1963)
 DU0972
 DU0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0972'2.75 MI SE FROM PHOENIX.
 DU0972'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0972'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0972'PHOENIX, THENCE 0.5 MILE EAST ALONG TRANSMISSION ROAD, THENCE 0.5 MILE
 DU0972'SOUTH ALONG SOUTH 52ND STREET, AT THE JUNCTION OF A PRIVATE DRIVE
 DU0972'LEADING WEST, 20 FEET WEST OF THE CENTER OF THE STREET, 53.5 FEET
 DU0972'SOUTH OF THE CENTER OF THE DRIVE, 2.5 FEET EAST OF A FENCE, 2.4 FEET
 DU0972'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DU0972'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- RM 1 IS 33.1 FEET
 DU0972'NORTH OF TRAVERSE STATION HUMM, 20 FEET WEST OF THE CENTER OF THE
 DU0972'STREET, 19.5 FEET SOUTH OF THE CENTER OF THE DRIVE, 3 FEET EAST OF THE
 DU0972'FENCE, 33.0 FEET NORTH OF A METAL WITNESS POST, AND IS A C AND GS
 DU0972'REFERENCE MARK DISK STAMPED HUMM NO 1 1963, SET IN TOP OF A CONCRETE
 DU0972'POST PROJECTING 3 INCHES.  RM 2 IS 20.3 FEET SOUTH OF TRAVERSE STATION
 DU0972'HUMM, 20 FEET WEST OF THE CENTER OF THE STREET, 15 FEET SOUTH OF
 DU0972'TELEPHONE POLE NO. 36, 2 FEET EAST OF THE FENCE, 20.0 FEET SOUTH OF A
 DU0972'METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED HUMM
 DU0972'NO 2 1963, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0972
 DU0972                          STATION RECOVERY (1974)
 DU0972
 DU0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU0972'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DU0972'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DU0972'
 DU0972'THE STATION WAS MOVED AT THIS TIME DUE TO CONSTRUCTION IN THE
 DU0972'AREA.
 DU0972'
 DU0972'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0972'
 DU0972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DU0972'SOUTHEAST OF PHOENIX
 DU0972
 DU0972                          STATION RECOVERY (2007)
 DU0972
 DU0972'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0972'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0972'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2189 ***********************************************************************
 DU2189  DESIGNATION -  HUMM 2
 DU2189  PID         -  DU2189
 DU2189  STATE/COUNTY-  AZ/MARICOPA
 DU2189  USGS QUAD   -  TEMPE (1982)
 DU2189
 DU2189                         *CURRENT SURVEY CONTROL
 DU2189  ___________________________________________________________________
 DU2189* NAD 83(1992)-  33 24 24.40997(N)    111 58 02.30024(W)     ADJUSTED  
 DU2189* NAVD 88     -       414.7    (meters)    1361.     (feet)  VERTCON   
 DU2189  ___________________________________________________________________
 DU2189  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DU2189  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2189  HORZ ORDER  -  SECOND
 DU2189
 DU2189.The horizontal coordinates were established by classical geodetic methods
 DU2189.and adjusted by the National Geodetic Survey in August 1993.
 DU2189
 DU2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2189
 DU2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2189
 DU2189.The geoid height was determined by GEOID03.
 DU2189
 DU2189;                    North         East     Units Scale Factor Converg.
 DU2189;SPC AZ C     -   266,863.428   208,649.933   MT  0.99990027   -0 01 40.4
 DU2189;SPC AZ C     -   875,536.18    684,547.02   iFT  0.99990027   -0 01 40.4
 DU2189;UTM  12      - 3,696,802.210   410,053.573   MT  0.99969974   -0 31 57.4
 DU2189
 DU2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2189!SPC AZ C     -   0.99993956  x   0.99990027  =   0.99983984
 DU2189!UTM  12      -   0.99993956  x   0.99969974  =   0.99963932
 DU2189
 DU2189|---------------------------------------------------------------------|
 DU2189| PID    Reference Object                     Distance      Geod. Az  |
 DU2189|                                                           dddmmss.s |
 DU2189| CH5770 JACK                                  2.420 METERS 06331     |
 DU2189| CH5314 HUMM 2 RM 3                           6.143 METERS 13517     |
 DU2189| DU0974 HUMM AZ MK                          479.180 METERS 3355211.8 |
 DU2189|---------------------------------------------------------------------|
 DU2189
 DU2189                          SUPERSEDED SURVEY CONTROL
 DU2189
 DU2189  NAD 83(1986)-  33 24 24.40366(N)    111 58 02.30514(W) AD(       ) 2
 DU2189  NAD 27      -  33 24 24.23905(N)    111 57 59.78190(W) AD(       ) 2
 DU2189  NGVD 29 (07/19/86)  414.1    (m)         1359.     (f) VERT ANG    3  
 DU2189
 DU2189.Superseded values are not recommended for survey control.
 DU2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2189.See file dsdata.txt to determine how the superseded data were derived.
 DU2189
 DU2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1005496802(NAD 83)
 DU2189_MARKER: DS = TRIANGULATION STATION DISK
 DU2189_SETTING: 66 = SET IN ROCK OUTCROP
 DU2189_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2189+STABILITY: POSITION/ELEVATION WELL
 DU2189
 DU2189  HISTORY     - Date     Condition        Report By
 DU2189  HISTORY     - 1974     MONUMENTED       NGS
 DU2189  HISTORY     - 1975     GOOD             NGS
 DU2189  HISTORY     - 1981     GOOD             AZDT
 DU2189  HISTORY     - 1982     GOOD             AZDT
 DU2189  HISTORY     - 20080505 MARK NOT FOUND   GEOCAC
 DU2189
 DU2189                          STATION DESCRIPTION
 DU2189
 DU2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2189'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF PHOENIX
 DU2189'AND 1-1/2 MILES SOUTHWEST OF TEMPE.  IT IS ON TOP OF A PROMINENT
 DU2189'BUTTE WHICH IS LOCALLY KNOWN AS BELL BUTTE.
 DU2189'
 DU2189'THE STATION MARK IS A STANDARD DISK STAMPED, HUMM 2 1974.  IT
 DU2189'IS SET IN A DRILL HOLE ON THE HIGH POINT AT THE SOUTH END OF
 DU2189'THE BUTTE.
 DU2189'
 DU2189'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, HUMM 2 NO 3
 DU2189'1974.  IT IS SET IN A DRILL HOLE ON THE SOUTH SLOPE OF THE BUTTE
 DU2189'WHICH IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 DU2189'
 DU2189'REFERENCE MARK 4 IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK
 DU2189'STAMPED, JACK P AND M 1967.  IT IS SET IN TOP OF A ROCK OUTCROP
 DU2189'AT THE SOUTHEAST HIGHPOINT OF THE BUTTE.
 DU2189'
 DU2189'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HUMM 1963.  IT
 DU2189'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 DU2189'WITH THE GROUND SURFACE.  IT IS 2.6 FEET NORTH OF A WITNESS
 DU2189'POST, 3 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 4.8
 DU2189'FEET NORTH OF POWER POLE NO. 35-36 AND 24-1/2 FEET EAST OF
 DU2189'THE APPROXIMATE CENTER OF 52ND STREET.
 DU2189'
 DU2189'TO REACH THE STATION FROM EAST VAN BUREN AND 48TH STREET
 DU2189'IN THE EASTERN PART OF PHOENIX, GO SOUTH FOR 2 MILES ALONG
 DU2189'48TH STREET TO UNIVERSITY DRIVE, CONTINUE SOUTH FOR 0.8 MILE
 DU2189'TO BROADWAY TURN LEFT AND GO EAST ALONG BROADWAY FOR 0.7 MILE
 DU2189'TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND FOLLOW GRADED
 DU2189'ROAD FOR ABOUT 0.05 MILE TO A LOCKED GATE.  (KEY OBTAINABLE FROM
 DU2189'SALT RIVER PROJECT) CONTINUE TO TOP OF BUTTE AND STATION.
 DU2189'A 5 MINUTE PACK.
 DU2189'
 DU2189'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2189
 DU2189                          STATION RECOVERY (1975)
 DU2189
 DU2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 DU2189'THE STATION MARK R.M. 3 AND AHD JACK WERE RECOVERED AND
 DU2189'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 DU2189'FOR.  THE ROUTE TO THE STATION REMAINS UNCHANGED.
 DU2189'
 DU2189'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2189'
 DU2189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 DU2189'SW OF TEMPE
 DU2189
 DU2189                          STATION RECOVERY (1981)
 DU2189
 DU2189'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2189'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1974.  THE
 DU2189'KEY TO THE GATE IS OBTAINABLE FROM THE TEMPE WATER DEPT.  PHONE NUMBER
 DU2189'968-8262.
 DU2189
 DU2189                          STATION RECOVERY (1982)
 DU2189
 DU2189'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DU2189'THE STATION WAS RECOVERED AS DESCRIBED IN 1974.  ALL MARKS ARE IN GOOD
 DU2189'CONDITION.  TO OBTAIN A KEY TO THE LOCKED GATE CALL 968-8262 AND ASK
 DU2189'FOR THE WATER SUPERVISOR.  THE ROUTE TO THE STATION IS ADQUATE.
 DU2189
 DU2189                          STATION RECOVERY (2008)
 DU2189
 DU2189'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2189'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2189'MARK. THE 1984 MONUMENTATION REPORT FOR DU2267 (BROADWAY) INDICATES
 DU2189'THIS STATION WAS DESTROYED BY VANDALISM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0974 ***********************************************************************
 DU0974  DESIGNATION -  HUMM AZ MK
 DU0974  PID         -  DU0974
 DU0974  STATE/COUNTY-  AZ/MARICOPA
 DU0974  USGS QUAD   -  TEMPE (1982)
 DU0974
 DU0974                         *CURRENT SURVEY CONTROL
 DU0974  ___________________________________________________________________
 DU0974* NAD 83(1992)-  33 24 38.60419(N)    111 58 09.88175(W)     ADJUSTED  
 DU0974* NAVD 88     -       348.79   (+/-2cm)    1144.3    (feet)  VERTCON   
 DU0974  ___________________________________________________________________
 DU0974  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DU0974  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0974  HORZ ORDER  -  SECOND
 DU0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0974
 DU0974.The horizontal coordinates were established by classical geodetic methods
 DU0974.and adjusted by the National Geodetic Survey in August 1993.
 DU0974
 DU0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0974.The vertical order pertains to the NGVD 29 superseded value.
 DU0974
 DU0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0974
 DU0974.The geoid height was determined by GEOID03.
 DU0974
 DU0974;                    North         East     Units Scale Factor Converg.
 DU0974;SPC AZ C     -   267,300.788   208,454.272   MT  0.99990030   -0 01 44.6
 DU0974;SPC AZ C     -   876,971.09    683,905.09   iFT  0.99990030   -0 01 44.6
 DU0974;UTM  12      - 3,697,241.190   409,861.811   MT  0.99970017   -0 32 01.8
 DU0974
 DU0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0974!SPC AZ C     -   0.99994991  x   0.99990030  =   0.99985022
 DU0974!UTM  12      -   0.99994991  x   0.99970017  =   0.99965010
 DU0974
 DU0974:                Primary Azimuth Mark                     Grid Az
 DU0974:SPC AZ C     -  HUMM 2                                   155 53 52.2
 DU0974:UTM  12      -  HUMM 2                                   156 24 09.4
 DU0974
 DU0974|---------------------------------------------------------------------|
 DU0974| PID    Reference Object                     Distance      Geod. Az  |
 DU0974|                                                           dddmmss.s |
 DU0974| DU2189 HUMM 2                              479.180 METERS 1555207.6 |
 DU0974| DU0972 HUMM                                426.874 METERS 3580343.9 |
 DU0974|---------------------------------------------------------------------|
 DU0974
 DU0974                          SUPERSEDED SURVEY CONTROL
 DU0974
 DU0974  NAD 83(1986)-  33 24 38.59793(N)    111 58 09.88667(W) AD(       ) 2
 DU0974  NAD 27      -  33 24 38.43368(N)    111 58 07.36301(W) AD(       ) 2
 DU0974  NGVD 29 (??/??/92)  348.157  (m)         1142.25   (f) ADJ UNCH    2 0
 DU0974
 DU0974.Superseded values are not recommended for survey control.
 DU0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0974.See file dsdata.txt to determine how the superseded data were derived.
 DU0974
 DU0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0986297241(NAD 83)
 DU0974_MARKER: DZ = AZIMUTH MARK DISK
 DU0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0974_STAMPING: HUMM 1963
 DU0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0974+STABILITY: SURFACE MOTION
 DU0974
 DU0974  HISTORY     - Date     Condition        Report By
 DU0974  HISTORY     - 1963     MONUMENTED       CGS
 DU0974  HISTORY     - 1974     GOOD             NGS
 DU0974  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0974
 DU0974                          STATION DESCRIPTION
 DU0974
 DU0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0974'3.0 MI SE FROM PHOENIX.
 DU0974'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0974'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0974'PHOENIX, THENCE 0.5 MILE EAST ALONG TRANSMISSION ROAD, THENCE 0.75
 DU0974'MILE SOUTH ALONG SOUTH 52ND STREET, 25 FEET EAST OF THE CENTER OF THE
 DU0974'STREET, 4 FEET NORTH OF TELEPHONE POLE NO. SRPD 35-36, 2.7 FEET NORTH
 DU0974'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH
 DU0974'WITH THE GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM THE JUNCTION OF
 DU0974'EAST BROADWAY AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX BY
 DU0974'GOING 6 MILES EAST ALONG EAST BROADWAY, THENCE 0.15 MILE NORTH ALONG
 DU0974'SOUTH 52ND STREET.
 DU0974
 DU0974                          STATION RECOVERY (1974)
 DU0974
 DU0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DU0974'THE STATION MARK IS A STANDARD DISK STAMPED, HUMM 1963.  IT
 DU0974'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 DU0974'WITH THE GROUND SURFACE.  IT IS 2.6 FEET NORTH OF A WITNESS
 DU0974'POST, 3 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 4.8
 DU0974'FEET NORTH OF POWER POLE NO. 35-36 AND 24-1/2 FEET EAST OF
 DU0974'THE APPROXIMATE CENTER OF 52ND STREET.
 DU0974'
 DU0974'TO REACH THE STATION FROM EAST VAN BUREN AND 48TH STREET
 DU0974'IN THE EASTERN PART OF PHOENIX, GO SOUTH FOR 2 MILES ALONG
 DU0974'48TH STREET TO UNIVERSITY DRIVE, CONTINUE SOUTH FOR 0.8 MILE
 DU0974'TO BROADWAY TURN LEFT AND GO EAST ALONG BROADWAY FOR 0.7 MILE
 DU0974'TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND FOLLOW GRADED
 DU0974'ROAD FOR ABOUT 0.05 MILE TO A LOCKED GATE.  (KEY OBTAINABLE FROM
 DU0974'SALT RIVER PROJECT) CONTINUE TO TOP OF BUTTE AND STATION.
 DU0974'A 5 MINUTE PACK.
 DU0974
 DU0974                          STATION RECOVERY (2007)
 DU0974
 DU0974'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0974'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0974'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0971 ***********************************************************************
 DU0971  DESIGNATION -  HUMM RM 1
 DU0971  PID         -  DU0971
 DU0971  STATE/COUNTY-  AZ/MARICOPA
 DU0971  USGS QUAD   -  TEMPE (1982)
 DU0971
 DU0971                         *CURRENT SURVEY CONTROL
 DU0971  ___________________________________________________________________
 DU0971* NAD 83(1986)-  33 24 52.     (N)    111 58 10.     (W)     SCALED    
 DU0971* NAVD 88     -       348.34   (+/-2cm)    1142.8    (feet)  VERTCON   
 DU0971  ___________________________________________________________________
 DU0971  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0971
 DU0971.The horizontal coordinates were scaled from a topographic map and have
 DU0971.an estimated accuracy of +/- 6 seconds.
 DU0971
 DU0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0971.The vertical order pertains to the NGVD 29 superseded value.
 DU0971
 DU0971.The geoid height was determined by GEOID03.
 DU0971
 DU0971;                    North         East    Units  Estimated Accuracy
 DU0971;SPC AZ C     -   267,710.      208,450.      MT  (+/- 180 meters Scaled)
 DU0971
 DU0971                          SUPERSEDED SURVEY CONTROL
 DU0971
 DU0971  NGVD 29 (??/??/92)  347.702  (m)         1140.75   (f) ADJ UNCH    2 0
 DU0971
 DU0971.Superseded values are not recommended for survey control.
 DU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0971.See file dsdata.txt to determine how the superseded data were derived.
 DU0971
 DU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098976(NAD 83)
 DU0971_MARKER: DR = REFERENCE MARK DISK
 DU0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0971_STAMPING: HUMM NO 1 1963
 DU0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0971+STABILITY: SURFACE MOTION
 DU0971
 DU0971  HISTORY     - Date     Condition        Report By
 DU0971  HISTORY     - 1963     MONUMENTED       CGS
 DU0971  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0971
 DU0971                          STATION DESCRIPTION
 DU0971
 DU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0971'IN PHOENIX.
 DU0971'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0971'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0971'PHOENIX, THENCE 0.5 MILE EAST ALONG TRANSMISSION ROAD, THENCE 0.5 MILE
 DU0971'SOUTH ALONG SOUTH 52ND STREET, AT THE JUNCTION OF A PRIVATE DRIVE
 DU0971'LEADING WEST, 33.1 FEET NORTH OF TRAVERSE STATION HUMM, 20 FEET WEST
 DU0971'OF THE CENTER OF THE STREET, 19.5 FEET SOUTH OF THE CENTER OF THE
 DU0971'DRIVE, 3 FEET EAST OF THE FENCE, 33.0 FEET NORTH OF A METAL WITNESS
 DU0971'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0971
 DU0971                          STATION RECOVERY (2007)
 DU0971
 DU0971'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0971'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0971'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0973 ***********************************************************************
 DU0973  DESIGNATION -  HUMM RM 2
 DU0973  PID         -  DU0973
 DU0973  STATE/COUNTY-  AZ/MARICOPA
 DU0973  USGS QUAD   -  TEMPE (1982)
 DU0973
 DU0973                         *CURRENT SURVEY CONTROL
 DU0973  ___________________________________________________________________
 DU0973* NAD 83(1986)-  33 24 52.     (N)    111 58 10.     (W)     SCALED    
 DU0973* NAVD 88     -       348.29   (+/-2cm)    1142.7    (feet)  VERTCON   
 DU0973  ___________________________________________________________________
 DU0973  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0973
 DU0973.The horizontal coordinates were scaled from a topographic map and have
 DU0973.an estimated accuracy of +/- 6 seconds.
 DU0973
 DU0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0973.The vertical order pertains to the NGVD 29 superseded value.
 DU0973
 DU0973.The geoid height was determined by GEOID03.
 DU0973
 DU0973;                    North         East    Units  Estimated Accuracy
 DU0973;SPC AZ C     -   267,710.      208,450.      MT  (+/- 180 meters Scaled)
 DU0973
 DU0973                          SUPERSEDED SURVEY CONTROL
 DU0973
 DU0973  NGVD 29 (??/??/92)  347.650  (m)         1140.58   (f) ADJ UNCH    2 0
 DU0973
 DU0973.Superseded values are not recommended for survey control.
 DU0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0973.See file dsdata.txt to determine how the superseded data were derived.
 DU0973
 DU0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098976(NAD 83)
 DU0973_MARKER: DR = REFERENCE MARK DISK
 DU0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0973_STAMPING: HUMM NO 2 1963
 DU0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0973+STABILITY: SURFACE MOTION
 DU0973
 DU0973  HISTORY     - Date     Condition        Report By
 DU0973  HISTORY     - 1963     MONUMENTED       CGS
 DU0973  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0973
 DU0973                          STATION DESCRIPTION
 DU0973
 DU0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0973'IN PHOENIX.
 DU0973'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0973'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0973'PHOENIX, THENCE 0.5 MILE EAST ALONG TRANSMISSION ROAD, THENCE 0.5 MILE
 DU0973'SOUTH ALONG SOUTH 52ND STREET, AT THE JUNCTION OF A PRIVATE DRIVE
 DU0973'LEADING WEST, 20.3 FEET SOUTH OF TRAVERSE STATION HUMM, 20 FEET WEST
 DU0973'OF THE CENTER OF THE STREET, 15 FEET SOUTH OF TELEPHONE POLE NO. 36, 2
 DU0973'FEET EAST OF THE FENCE, 20.0 FEET SOUTH OF A METAL WITNESS POST, AND
 DU0973'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0973
 DU0973                          STATION RECOVERY (2007)
 DU0973
 DU0973'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0973'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0973'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0256 ***********************************************************************
 GO0256  DESIGNATION -  HUMP RESET
 GO0256  PID         -  GO0256
 GO0256  STATE/COUNTY-  AZ/APACHE
 GO0256  USGS QUAD   -  FIRE DANCE MESA (1982)
 GO0256
 GO0256                         *CURRENT SURVEY CONTROL
 GO0256  ___________________________________________________________________
 GO0256* NAD 83(1992)-  36 22 57.56018(N)    109 27 57.36303(W)     ADJUSTED  
 GO0256* NAVD 88     -      1851.0    (meters)    6073.     (feet)  VERTCON   
 GO0256  ___________________________________________________________________
 GO0256  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 GO0256  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 GO0256  HORZ ORDER  -  THIRD
 GO0256
 GO0256.The horizontal coordinates were established by classical geodetic methods
 GO0256.and adjusted by the National Geodetic Survey in August 1993.
 GO0256
 GO0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0256
 GO0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0256
 GO0256.The geoid height was determined by GEOID03.
 GO0256
 GO0256;                    North         East     Units Scale Factor Converg.
 GO0256;SPC AZ E     -   597,197.135   276,228.172   MT  0.99994868   +0 24 56.4
 GO0256;SPC AZ E     - 1,959,308.19    906,260.41   iFT  0.99994868   +0 24 56.4
 GO0256;UTM  12      - 4,027,484.708   637,595.596   MT  0.99983327   +0 54 36.4
 GO0256
 GO0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0256!SPC AZ E     -   0.99971274  x   0.99994868  =   0.99966143
 GO0256!UTM  12      -   0.99971274  x   0.99983327  =   0.99954606
 GO0256
 GO0256:                Primary Azimuth Mark                     Grid Az
 GO0256:SPC AZ E     -  VALLEY                                   220 11 50.6
 GO0256:UTM  12      -  VALLEY                                   219 42 10.6
 GO0256
 GO0256|---------------------------------------------------------------------|
 GO0256| PID    Reference Object                     Distance      Geod. Az  |
 GO0256|                                                           dddmmss.s |
 GO0256| GO0278 VALLEY                              APPROX.14.7 KM 2203647.0 |
 GO0256|---------------------------------------------------------------------|
 GO0256
 GO0256                          SUPERSEDED SURVEY CONTROL
 GO0256
 GO0256  NAD 83(1986)-  36 22 57.56076(N)    109 27 57.36203(W) AD(       ) 3
 GO0256  NGVD 29 (08/22/88) 1850.1    (m)         6070.     (f) VERT ANG    3  
 GO0256
 GO0256.Superseded values are not recommended for survey control.
 GO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0256.See file dsdata.txt to determine how the superseded data were derived.
 GO0256
 GO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3759627485(NAD 83)
 GO0256_MARKER: DS = TRIANGULATION STATION DISK
 GO0256_SETTING: 66 = SET IN ROCK OUTCROP
 GO0256_SP_SET: SET IN ROCK OUTCROP
 GO0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0256+STABILITY: POSITION/ELEVATION WELL
 GO0256
 GO0256  HISTORY     - Date     Condition        Report By
 GO0256  HISTORY     - 1955     MONUMENTED       USGS
 GO0256  HISTORY     - 1978     MARK NOT FOUND   USGS
 GO0256
 GO0256                          STATION DESCRIPTION
 GO0256
 GO0256'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0256'STATION MARK RESET IN ROCK AND
 GO0256'STAMPED---HUMP RESET 1955---.
 GO0256'LOCATED ABOUT 15.4 MI NNE. OF CHINLE POST OFFICE, 10.1 MI SE. OF
 GO0256'ROUND ROCK LANDMARK, 9.0 MI E. OF MANY FARMS TRADING POST, 1.5 MI
 GO0256'N. OF WINDMILL AND CONCRETE TANK.  ON BROKEN CONSPICUOUS RIDGE 0.3
 GO0256'MI W. OF ANOTHER HIGHER AND LONGER RIDGE.  A HOGAN IS ABOUT 0.5
 GO0256'MI S. OF STATION.  STATION IS ON NORTHWEST EDGE OF HIGH, NORTH
 GO0256'END OF BARE TOP IN CENTER OF JUTTING ROCK OUTCROP.
 GO0256'
 GO0256'TO REACH FROM MANY FARMS, DRIVE ABOUT 1.0 MI E. ON GRAVEL RD. TO
 GO0256'AQUADUCT AND BRIDGE ACROSS CHINLE WASH, CONTINUE E. ATOP EARTH
 GO0256'DAM AT NORTH EDGE OF DAM FOLLOWING INDIAN RD. AROUND NORTH EDGE
 GO0256'OF RESERVOIR, CONTINUE ON INDIAN RDS. THROUGH DEEP CANYON ABOUT
 GO0256'4.0 MI E.  GO UPGRADE TO EASY SLOPE SE. THEN ABOUT 4 MI E. TO
 GO0256'CONSPICUOUS, BROKEN DARK ROCK-RIMMED RIDGE.
 GO0256
 GO0256                          STATION RECOVERY (1978)
 GO0256
 GO0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GO0256'1978 RECOVERY--STATION MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0909 ***********************************************************************
 ES0909  DESIGNATION -  HUNTER
 ES0909  PID         -  ES0909
 ES0909  STATE/COUNTY-  AZ/GILA
 ES0909  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0909
 ES0909                         *CURRENT SURVEY CONTROL
 ES0909  ___________________________________________________________________
 ES0909* NAD 83(1992)-  34 18 21.54874(N)    111 01 55.77891(W)     ADJUSTED  
 ES0909* NAVD 88     -      1869.5    (meters)    6134.     (feet)  VERTCON   
 ES0909  ___________________________________________________________________
 ES0909  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 ES0909  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 ES0909  HORZ ORDER  -  SECOND
 ES0909
 ES0909.The horizontal coordinates were established by classical geodetic methods
 ES0909.and adjusted by the National Geodetic Survey in August 1993.
 ES0909
 ES0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0909
 ES0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0909
 ES0909.The geoid height was determined by GEOID03.
 ES0909
 ES0909;                    North         East     Units Scale Factor Converg.
 ES0909;SPC AZ E     -   366,931.108   133,696.200   MT  0.99997820   -0 29 16.2
 ES0909;SPC AZ E     - 1,203,842.22    438,635.83   iFT  0.99997820   -0 29 16.2
 ES0909;SPC AZ C     -   366,946.172   294,773.771   MT  0.99998168   +0 29 54.8
 ES0909;SPC AZ C     - 1,203,891.64    967,105.55   iFT  0.99998168   +0 29 54.8
 ES0909;UTM  12      - 3,796,084.387   497,040.710   MT  0.99960011   -0 01 05.3
 ES0909
 ES0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0909!SPC AZ E     -   0.99971045  x   0.99997820  =   0.99968865
 ES0909!SPC AZ C     -   0.99971045  x   0.99998168  =   0.99969213
 ES0909!UTM  12      -   0.99971045  x   0.99960011  =   0.99931067
 ES0909
 ES0909|---------------------------------------------------------------------|
 ES0909| PID    Reference Object                     Distance      Geod. Az  |
 ES0909|                                                           dddmmss.s |
 ES0909| DZ1397 HUNTER RM 1                           8.231 METERS 06743     |
 ES0909| ES0950 VIEW                                APPROX. 8.4 KM 0862609.9 |
 ES0909| DZ1396 HUNTER RM 2                           8.783 METERS 21338     |
 ES0909|---------------------------------------------------------------------|
 ES0909
 ES0909                          SUPERSEDED SURVEY CONTROL
 ES0909
 ES0909  NAD 83(1986)-  34 18 21.54342(N)    111 01 55.78453(W) AD(       ) 2
 ES0909  NGVD 29 (08/03/87) 1868.7    (m)         6131.     (f) VERT ANG    3  
 ES0909
 ES0909.Superseded values are not recommended for survey control.
 ES0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0909.See file dsdata.txt to determine how the superseded data were derived.
 ES0909
 ES0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9704196084(NAD 83)
 ES0909_MARKER: DS = TRIANGULATION STATION DISK
 ES0909_SETTING: 66 = SET IN ROCK OUTCROP
 ES0909_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0909+STABILITY: POSITION/ELEVATION WELL
 ES0909
 ES0909  HISTORY     - Date     Condition        Report By
 ES0909  HISTORY     - 1984     MONUMENTED       AZDT
 ES0909
 ES0909                          STATION DESCRIPTION
 ES0909
 ES0909'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0909'THE STATION IS LOCATED 18 MILES NORTHEAST OF PAYSON, 1-1/2 MILES
 ES0909'SOUTHWEST OF THE VILLAGE OF CHRISTOPHER CREEK ON A ROCKY BLUFF
 ES0909'SOUTHEAST OF THE CHRISTOPHER CREEK CAMPGROUND.
 ES0909'
 ES0909'THE STATION MARK IS AN AZDT DISK STAMPED---HUNTER 1984---.  IT IS SET
 ES0909'IN A DRILL HOLE IN BED ROCK 5 FEET NORTHEAST OF THE WITNESS POST.
 ES0909'
 ES0909'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---HUNTER RM 1 1984---.  IT IS
 ES0909'SET IN A DRILL HOLE IN BEDROCK.
 ES0909'
 ES0909'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---HUNTER RM 2 1984---.  IT IS
 ES0909'SET IN A DRILL HOLE IN BEDROCK.
 ES0909'
 ES0909'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0909'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN LEFT AND TRAVEL
 ES0909'NORTH ALONG SR 87 FOR 0.7 MILE TO THE JUNCTION WITH STATE ROUTE 260.
 ES0909'TURN RIGHT ALONG SR 260 AND TRAVEL EAST FOR 20.25 MILES TO THE
 ES0909'CHRISTOPHER CREEK CAMP GROUND ON THE RIGHT.  TURN RIGHT INTO CAMP
 ES0909'GROUND AND FOLLOW PAVED ROAD 0.4 MILE TO CREEK CROSSING.  CROSS THE
 ES0909'CREEK AND FOLLOW DIRECTIONAL ARROWS ON PAVEMENT TO THE SECOND SHARP
 ES0909'LEFT TURN AND CAMPING SPACE NUMBER 34 AT END OF TRUCK TRAVEL.  PACK
 ES0909'SOUTHEAST TO TOP OF MOUNTAIN, THEN EAST ACROSS THE TOP OF MOUNTAIN AND
 ES0909'THEN PACK DOWN HILL 1/3 OF WAY ALONG THE NORTHEAST SLOPE TO STATION.
 ES0909'THE STATION IS ABOUT 1/2 MILE SOUTHEAST OF THE CHRISTOPHER CREEK
 ES0909'CAMP GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0983 ***********************************************************************
 ES0983  DESIGNATION -  HUSTON
 ES0983  PID         -  ES0983
 ES0983  STATE/COUNTY-  AZ/GILA
 ES0983  USGS QUAD   -  PAYSON NORTH (1973)
 ES0983
 ES0983                         *CURRENT SURVEY CONTROL
 ES0983  ___________________________________________________________________
 ES0983* NAD 83(1992)-  34 16 32.91309(N)    111 18 18.97472(W)     ADJUSTED  
 ES0983* NAVD 88     -      1632.9    (meters)    5357.     (feet)  VERTCON   
 ES0983  ___________________________________________________________________
 ES0983  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 ES0983  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 ES0983  HORZ ORDER  -  SECOND
 ES0983
 ES0983.The horizontal coordinates were established by classical geodetic methods
 ES0983.and adjusted by the National Geodetic Survey in August 1993.
 ES0983
 ES0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0983
 ES0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0983
 ES0983.The geoid height was determined by GEOID03.
 ES0983
 ES0983;                    North         East     Units Scale Factor Converg.
 ES0983;SPC AZ E     -   363,831.609   108,519.434   MT  1.00003545   -0 38 28.7
 ES0983;SPC AZ E     - 1,193,673.26    356,034.89   iFT  1.00003545   -0 38 28.7
 ES0983;UTM  12      - 3,792,780.000   471,900.298   MT  0.99960973   -0 10 18.9
 ES0983
 ES0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0983!SPC AZ E     -   0.99974772  x   1.00003545  =   0.99978316
 ES0983!UTM  12      -   0.99974772  x   0.99960973  =   0.99935754
 ES0983
 ES0983|---------------------------------------------------------------------|
 ES0983| PID    Reference Object                     Distance      Geod. Az  |
 ES0983|                                                           dddmmss.s |
 ES0983| CH2536 HUSTON RM 1                           6.623 METERS 08130     |
 ES0983| ES0971 DIAMOND POINT                       APPROX.10.4 KM 0824914.3 |
 ES0983| CH2535 HUSTON AZ MK                                       2212714.3 |
 ES0983| CH2537 HUSTON RM 2                           5.260 METERS 22842     |
 ES0983|---------------------------------------------------------------------|
 ES0983
 ES0983                          SUPERSEDED SURVEY CONTROL
 ES0983
 ES0983  NAD 83(1986)-  34 16 32.90688(N)    111 18 18.98012(W) AD(       ) 2
 ES0983  NAD 27      -  34 16 32.78400(N)    111 18 16.49500(W) AD(       ) 2
 ES0983  NGVD 29 (07/19/86) 1632.1    (m)         5355.     (f) VERT ANG    3  
 ES0983
 ES0983.Superseded values are not recommended for survey control.
 ES0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0983.See file dsdata.txt to determine how the superseded data were derived.
 ES0983
 ES0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7190092780(NAD 83)
 ES0983_MARKER: DS = TRIANGULATION STATION DISK
 ES0983_SETTING: 66 = SET IN ROCK OUTCROP
 ES0983_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0983+STABILITY: POSITION/ELEVATION WELL
 ES0983
 ES0983  HISTORY     - Date     Condition        Report By
 ES0983  HISTORY     - 1946     MONUMENTED       CGS
 ES0983  HISTORY     - 1981     GOOD             AZDT
 ES0983  HISTORY     - 1984     GOOD             AZDT
 ES0983  HISTORY     - 19980819 GOOD             USPSQD
 ES0983  HISTORY     - 20070309 GOOD             GEOCAC
 ES0983
 ES0983                          STATION DESCRIPTION
 ES0983
 ES0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0983'STATION IS LOCATED 3.5 MILES NNE OF PAYSON, ARIZONA, APPROX. 1.2
 ES0983'MILES E OF THE PAYSON PINE HIGHWAY, ON THE HIGHEST POINT AND NEAR
 ES0983'THE SE END OF A LONG LOW MESA KNOWN AS HUSTON MESA.  THIS MESA
 ES0983'HAS RIM ROCK ALONG THE ENTIRE SOUTH SIDE AND DROPS VERY SHARP TO
 ES0983'THE SOUTH AND SOUTHEAST, IT IS ALSO HEAVILY COVERED WITH BRUSH
 ES0983'AND LOW SCRUBBY CEDAR TIMBER.
 ES0983'
 ES0983'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, GO NORTH
 ES0983'ON THE PAYSON-PINE HIGHWAY FOR 2.1 MILES TO THE AZIMUTH MARK
 ES0983'ON THE RIGHT OR EAST SIDE OF ROAD, CONTINUE NORTH ON HIGHWAY FOR
 ES0983'0.1 MILE TO A FORK, TAKE RIGHT FORK AS PER SIGN UPPER EAST VERDE
 ES0983'8 FOR 2.6 MILES TO SUMMIT OF GRADE EAST OF HUSTON MESA AT TURN
 ES0983'OFF TO LEFT OF ROAD.  FROM HERE PACK WESTERLY APPROX. 0.3 MILE
 ES0983'TO HIGHEST POINT AND STATION.
 ES0983'
 ES0983'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--HUSTON 1946,
 ES0983'AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK, TOP OF
 ES0983'WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  THIS MARK IS ON
 ES0983'THE HIGHEST POINT OF HUSTON MESA, APPROX. 40 METERS NORTH OF SOUTH
 ES0983'EDGE OF MESA, APPROX. 8 METERS SE OF TRIANGULAR BLAZE ON A LARGE
 ES0983'CEDAR TREE, AND APPROX. 7 METERS NW OF ANOTHER TRIANGULAR BLAZE
 ES0983'ON A 6-INCH SPRUCE TREE.
 ES0983'
 ES0983'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--HUSTON
 ES0983'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP
 ES0983'OF WHICH IS APPROX. 8 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0983'THIS MARK IS EAST OF STATION, AND APPROX. SAME LEVEL WITH STATION.
 ES0983'
 ES0983'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--HUSTON
 ES0983'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING
 ES0983'BEDROCK, TOP OF WHICH IS APPROX. FLUSH WITH THE SURROUNDING
 ES0983'SURFACE.  THIS MARK IS SW OF STATION, AND APPROX. SAME LEVEL WITH
 ES0983'STATION.
 ES0983'
 ES0983'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--HUSTON 1946,
 ES0983'AND IS SET IN THE TOP OF A 12 IN X 12 IN CONCRETE POST, TOP OF
 ES0983'WHICH PROJECTS APPROX. 3 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0983'THIS MARK IS APPROX. 2 MILES SW OF STATION, APPROX. 2 MILES N OF
 ES0983'PAYSON, 7 METERS EAST OF THE PAYSON-PINE HIGHWAY, 30 METERS NORTH
 ES0983'OF DRIVEWAY LEADING TO THE L.L. LOWE RANCH, AND APPROX. 18
 ES0983'INCHES NE OF T-INTERSECTION OF FENCELINE.
 ES0983
 ES0983                          STATION RECOVERY (1981)
 ES0983
 ES0983'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0983'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 ES0983'1946.  THE AZIMUTH MARK COULD NOT BE RECOVERED.  A NEW ROUTE TO THE
 ES0983'STATION FOLLOWS.
 ES0983'
 ES0983'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG
 ES0983'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87 AT A TRAFFIC LIGHT.  TURN
 ES0983'LEFT ON SR 87 FOR 0.7 MILE TO JUNCTION WITH SR 260.  TRAVEL NORTH ON
 ES0983'SR 87 FOR 2.0 MILES TO HUSTON MESA ROAD.  TURN RIGHT AND TRAVEL EAST
 ES0983'ON GRADED ROAD 0.7 MILE TO SUMMIT, TURN SHARP LEFT ON TRAIL ROAD FOR
 ES0983'0.35 MILE.  TURN LEFT ON TRAIL ROAD FOR 200 FEET TO SOUTH EDGE OF RIM
 ES0983'AND STATION.
 ES0983
 ES0983                          STATION RECOVERY (1984)
 ES0983
 ES0983'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0983'THE STATION WAS RECOVERED AS DESCRIBED BY THE ARIZONA DEPARTMENT OF
 ES0983'TRANSPORTATION IN 1982.
 ES0983
 ES0983                          STATION RECOVERY (1998)
 ES0983
 ES0983'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0983'RECOVERED IN GOOD CONDITION.
 ES0983
 ES0983                          STATION RECOVERY (2007)
 ES0983
 ES0983'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0983'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION, DID NOT
 ES0983'FIND REFERENCE MARK 1 AND DID NOT SEARCH FOR AZ MARK AS DESCRIBED WITH
 ES0983'THE FOLLOWING UPDATE TO THE DESCRIPTION   DID NOT LOCATE THE BLAZE
 ES0983'MARK IN THE CEDAR TREE THAT IS NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2000 ***********************************************************************
 CZ2000  DESIGNATION -  HUT
 CZ2000  PID         -  CZ2000
 CZ2000  STATE/COUNTY-  AZ/PIMA
 CZ2000  USGS QUAD   -  SAN IGNACIO RANCH (1979)
 CZ2000
 CZ2000                         *CURRENT SURVEY CONTROL
 CZ2000  ___________________________________________________________________
 CZ2000* NAD 83(1992)-  32 13 41.34029(N)    111 32 13.02015(W)     ADJUSTED  
 CZ2000* NAVD 88     -       676.     (meters)    2218.     (feet)  SCALED    
 CZ2000  ___________________________________________________________________
 CZ2000  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CZ2000  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ2000  HORZ ORDER  -  THIRD
 CZ2000
 CZ2000.The horizontal coordinates were established by classical geodetic methods
 CZ2000.and adjusted by the National Geodetic Survey in August 1993.
 CZ2000
 CZ2000.The orthometric height was scaled from a topographic map.
 CZ2000
 CZ2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2000
 CZ2000.The geoid height was determined by GEOID03.
 CZ2000
 CZ2000;                    North         East     Units Scale Factor Converg.
 CZ2000;SPC AZ C     -   136,227.027   249,148.019   MT  0.99991579   +0 12 09.0
 CZ2000;SPC AZ C     -   446,939.06    817,414.76   iFT  0.99991579   +0 12 09.0
 CZ2000;UTM  12      - 3,565,851.290   449,407.867   MT  0.99963156   -0 17 10.9
 CZ2000
 CZ2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2000!SPC AZ C     -   0.99989867  x   0.99991579  =   0.99981447
 CZ2000!UTM  12      -   0.99989867  x   0.99963156  =   0.99953026
 CZ2000
 CZ2000|---------------------------------------------------------------------|
 CZ2000| PID    Reference Object                     Distance      Geod. Az  |
 CZ2000|                                                           dddmmss.s |
 CZ2000| CH5316 HUT RM 1                             11.200 METERS 04011     |
 CZ2000| CH5315 HUT AZ MK                                          1262455.3 |
 CZ2000| CH5317 HUT RM 2                             13.590 METERS 13156     |
 CZ2000|---------------------------------------------------------------------|
 CZ2000
 CZ2000                          SUPERSEDED SURVEY CONTROL
 CZ2000
 CZ2000  NAD 83(1986)-  32 13 41.33506(N)    111 32 13.01902(W) AD(       ) 3
 CZ2000  NAD 27      -  32 13 41.06800(N)    111 32 10.60400(W) AD(       ) 3
 CZ2000
 CZ2000.Superseded values are not recommended for survey control.
 CZ2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2000.See file dsdata.txt to determine how the superseded data were derived.
 CZ2000
 CZ2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA4940865851(NAD 83)
 CZ2000_MARKER: DS = TRIANGULATION STATION DISK
 CZ2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2000
 CZ2000  HISTORY     - Date     Condition        Report By
 CZ2000  HISTORY     - 1936     MONUMENTED       CGS
 CZ2000
 CZ2000                          STATION DESCRIPTION
 CZ2000
 CZ2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2000'ON THE PAPAGO INDIAN RESERVATION, ABOUT 34 MILES WEST OF TUCSON,
 CZ2000'30 MILES NORTHEAST OF SELLS, 14 MILES SOUTH OF SILVERBELL
 CZ2000'MINE, ON THE BRUSHY FLATS JUST WEST OF THE ROSKRUGE MOUNTAINS,
 CZ2000'IN T. 14 S., R. 8 E., ABOUT THREE-FOURTHS MILE NORTHWEST
 CZ2000'OF A SMALL WATTLE HUT, ON THE TRACK ROAD LEADING ACROSS THE
 CZ2000'FLATS, ON A SLIGHT RISE OF GROUND, AND 20 FEET NORTH OF THE
 CZ2000'CENTER OF THE ROAD.  MARKED BY STANDARD BRONZE DISKS.
 CZ2000'REFERENCE MARK NO. 1, A
 CZ2000'STANDARD BRONZE REFERENCE DISK IS 11.200 METERS
 CZ2000'(36.75 FEET) FROM STATION N 40 DEG 11 MIN E.
 CZ2000'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ2000'IS 13.590 METERS (44.59 FEET) FROM STATION S 48 DEG 04 MIN E.
 CZ2000'THE AZIMUTH MARK, A STANDARD BRONZE
 CZ2000'DISK IS 65 YARDS EAST OF THE ROAD LEADING TO
 CZ2000'STATION IN A SMALL OPEN SPACE ON A SLIGHT RISE OF GROUND
 CZ2000'AND 0.2 MILE FROM STATION S 53 DEG 35 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1002 ***********************************************************************
 ES1002  DESIGNATION -  HUTCH
 ES1002  PID         -  ES1002
 ES1002  STATE/COUNTY-  AZ/YAVAPAI
 ES1002  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES1002
 ES1002                         *CURRENT SURVEY CONTROL
 ES1002  ___________________________________________________________________
 ES1002* NAD 83(1992)-  34 10 52.39913(N)    111 54 06.77759(W)     ADJUSTED  
 ES1002* NAVD 88     -      1745.5    (meters)    5727.     (feet)  VERTCON   
 ES1002  ___________________________________________________________________
 ES1002  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 ES1002  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 ES1002  HORZ ORDER  -  FIRST
 ES1002
 ES1002.The horizontal coordinates were established by classical geodetic methods
 ES1002.and adjusted by the National Geodetic Survey in August 1993.
 ES1002
 ES1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1002
 ES1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1002
 ES1002.The geoid height was determined by GEOID03.
 ES1002
 ES1002;                    North         East     Units Scale Factor Converg.
 ES1002;SPC AZ C     -   352,753.810   214,722.773   MT  0.99990002   +0 00 29.9
 ES1002;SPC AZ C     - 1,157,328.77    704,471.04   iFT  0.99990002   +0 00 29.9
 ES1002;UTM  12      - 3,782,617.317   416,889.098   MT  0.99968514   -0 30 24.2
 ES1002
 ES1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1002!SPC AZ C     -   0.99973028  x   0.99990002  =   0.99963033
 ES1002!UTM  12      -   0.99973028  x   0.99968514  =   0.99941551
 ES1002
 ES1002:                Primary Azimuth Mark                     Grid Az
 ES1002:SPC AZ C     -  TURRET PEAK                              024 46 35.7
 ES1002:UTM  12      -  TURRET PEAK                              025 17 29.8
 ES1002
 ES1002|---------------------------------------------------------------------|
 ES1002| PID    Reference Object                     Distance      Geod. Az  |
 ES1002|                                                           dddmmss.s |
 ES1002| ES0996 TURRET PEAK                         APPROX. 8.2 KM 0244705.6 |
 ES1002| ES0437 N 155                               APPROX. 3.8 KM 0623148.0 |
 ES1002| CH2538 HUTCH RM 1                            8.894 METERS 10855     |
 ES1002| DU2220 HUMBOLDT LOOKOUT HOUSE              APPROX.24.2 KM 1563522.0 |
 ES1002| CH2539 HUTCH RM 2                           13.186 METERS 20727     |
 ES1002|---------------------------------------------------------------------|
 ES1002
 ES1002                          SUPERSEDED SURVEY CONTROL
 ES1002
 ES1002  NAD 83(1986)-  34 10 52.39449(N)    111 54 06.77928(W) AD(       ) 1
 ES1002  NAD 27      -  34 10 52.27900(N)    111 54 04.22900(W) AD(       ) 1
 ES1002  NGVD 29 (07/19/86) 1744.8    (m)         5724.     (f) VERT ANG    3  
 ES1002
 ES1002.Superseded values are not recommended for survey control.
 ES1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1002.See file dsdata.txt to determine how the superseded data were derived.
 ES1002
 ES1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1688982617(NAD 83)
 ES1002_MARKER: DS = TRIANGULATION STATION DISK
 ES1002_SETTING: 66 = SET IN ROCK OUTCROP
 ES1002_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 ES1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1002+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 ES1002
 ES1002  HISTORY     - Date     Condition        Report By
 ES1002  HISTORY     - 1919     MONUMENTED       CGS
 ES1002  HISTORY     - 1946     GOOD             CGS
 ES1002  HISTORY     - 1966     GOOD             USGS
 ES1002  HISTORY     - 1972     GOOD             AZHD
 ES1002  HISTORY     - 20080428 GOOD             GEOCAC
 ES1002  HISTORY     - 20080528 GOOD             GEOCAC
 ES1002
 ES1002                          STATION DESCRIPTION
 ES1002
 ES1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ES1002'STATION IS ABOUT 22 MILES BY ROAD AND TRAIL E OF CORDES, 31
 ES1002'MILES BY ROAD AND TRAIL ESE OF MAYER, 2-1/2 MILES DIRECT E OF THE
 ES1002'UNITED ARIZONA MINE, ON A ROCKY PROMONTORY ON THE E RIM OF
 ES1002'HUTCH MESA ABOUT 2 MILES S OF WHERE THE ROAD FROM CORDES TO THE
 ES1002'HUTCH RANCH PASSES OVER THE MESA.
 ES1002'
 ES1002'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 ES1002'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 ES1002'
 ES1002'WITNESS MARK IS CHISELED X.
 ES1002'
 ES1002'TO REACH STATION, GO S ALONG THE MESA FOR A 1/2 MILE FROM THE
 ES1002'ROAD MENTIONED ABOVE, TO WHERE THE HIGH PART OF THE MESA BECOMES
 ES1002'VISIBLE, WHEN TWO ROCKY POINTS ARE SEEN ON THE E RIM OF THE MESA.
 ES1002'THE STATION IS ON THE FIRST PROMINENT POINT S OF THESE TWO, ABOUT
 ES1002'10 METERS BACK FROM THE RIM, THE REFERENCE MARK BEING ABOUT 1
 ES1002'METER FROM THE E RIM OF THE POINT.
 ES1002
 ES1002                          STATION RECOVERY (1946)
 ES1002
 ES1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1002'THE STATION AND ONE REFERENCE MARK WERE RECOVERED AND FOUND TO
 ES1002'BE IN GOOD CONDITION.  ONE REFERENCE MARK WAS ESTABLISHED AS
 ES1002'DESCRIBED BELOW.
 ES1002'
 ES1002'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO EASTERLY
 ES1002'ON THE HORSE SHOE AND BARTLETT DAM ROAD FOR 8.2 MILES TO A FORK,
 ES1002'JUST AFTER CROSSING A CATTLE GUARD, HERE TAKE LEFT FORK AS PER
 ES1002'SIGN BLOODY BASIN 30 AND FOLLOW MAIN TRAVELED ROAD FOR 30.8
 ES1002'MILES TO THE T-JUNCTION OF THE DUGAN RANCH TO CORDES ROAD AND
 ES1002'THE CAVE CREEK TO BLOODY BASIN ROAD, HERE TURN LEFT AS PER SIGN
 ES1002'CORDES 30 AND FOLLOW THE MAIN TRAVELED ROAD FOR 8.2 MILES TO
 ES1002'THE TOP OF THE RIM, THENCE CONTINUE FOR 0.6 MILES TO A SIDE
 ES1002'ROAD LEFT, TURN LEFT AND FOLLOW THIS DIM ROAD FOR 0.9 MILES
 ES1002'TO END OF ROAD.  FROM HERE PACK SOUTHERLY UP THE LEFT HAND
 ES1002'CANYON AND UP THE RIDGE TO THE HIGHEST POINT VISIBLE FROM END
 ES1002'OF ROAD MENTIONED ABOVE.  AFTER THE TOP OF THE RIM IS
 ES1002'REACHED, ANGLE LEFT ACROSS THE MESA KEEPING CLOSE TO THE RIM FOR
 ES1002'ABOUT 1/2 MILE TO THE STATION.
 ES1002'
 ES1002'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED--HUTCH 1919
 ES1002'VA 5742 AND IS CEMENTED INTO A DEPRESSION IN BEDROCK, 28 FT. SSW
 ES1002'OF RIM, 27 FT. WSW OF A 3 FT. CAIRN, AND APPROX. 2 INCHES ABOVE
 ES1002'THE SURROUNDING SURFACE.
 ES1002'
 ES1002'R.M. 1 IS A STANDARD REFERENCE MARK STAMPED--HUTCH 1919 AND IS
 ES1002'CEMENTED INTO A DEPRESSION IN OUTCROPPING BEDROCK, 29.175 FT.
 ES1002'OR 8.894 M. E. OF STATION AND 2 FT. HIGHER THAN STATION.
 ES1002'
 ES1002'R.M. 2 IS A STANDARD REFERENCE MARK STAMPED--HUTCH NO. 2 1946
 ES1002'AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK, 43.260
 ES1002'FT. OR 13.186 M. SOUTH OF STATION AND AT SAME ELEVATION AS
 ES1002'STATION.
 ES1002'
 ES1002'THE AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK STAMPED--N
 ES1002'155 1935 AND IS SET IN A SQUARE CONCRETE POST, TOP OF WHICH
 ES1002'PROJECTS 10 INCHES ABOVE THE SURROUNDING SURFACE.  THE AZIMUTH
 ES1002'MARK IS LOCATED 3 MILES NE OF STATION, 18 FT. NNE OF THE DUGAN
 ES1002'RANCH TO CORDES ROAD AND 6 FT. ABOVE THE ROAD.  TO REACH THE
 ES1002'AZIMUTH MARK FROM THE T-JUNCTION MENTIONED ABOVE, GO EAST ON THE
 ES1002'CORDES ROAD 5.5 MILES IN THE DIRECTION OF STATION.
 ES1002
 ES1002                          STATION RECOVERY (1966)
 ES1002
 ES1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1002'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 ES1002'DIRECTIONS TO RMS AGREE WITH NGS.  DISTANCES NOT MEASURED.
 ES1002
 ES1002                          STATION RECOVERY (1972)
 ES1002
 ES1002'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1002'GENERAL LOCATION AS PER DESCRIPTION.
 ES1002'
 ES1002'TO REACH FROM CORDES JCT AND I-17 GO SOUTH 3.15 MILES TO
 ES1002'BLOODIE BASIN EXIT, TURN EAST AND FOLLOW GRAVEL ROAD 2.55 MILES
 ES1002'TO CATTLE GUARD, PASS THROUGH AND CROSS RIVER 2.6 MILES AHEAD
 ES1002'PASS THROUGH CATTLE GUARD AND 3.55 TO CATTLE GUARD.  PASS OVER
 ES1002'C.G. AND GO 2.45 MILES TO JCT.  TAKE LEFT FORK 0.4 MILES TO
 ES1002'CATTLE GUARD AND NAT. FOREST. BOND. FENCE.  PASS OVER AND GO 1.15
 ES1002'MILES TO ANOTHER JCT.  TAKE LEFT FORK AND GO 5.05 MILES TO JCT
 ES1002'AND SIGN WOOD CAMP CABIN.  TURN RIGHT (SOUTH) AND FOLLOW TRAIL
 ES1002'TO FENCE AND GATE, PASS THROUGH AND HEAD TOWARD CABIN, PASS
 ES1002'EAST OF CABIN ON DIM TRACK ROAD, FOLLOW ROAD UP TO TOP OF
 ES1002'MESA AND STATION ON EAST OF MESA.
 ES1002'
 ES1002'STATION MARK AS PER DESCRIPTION.
 ES1002'
 ES1002'REFERENCE MARKS BOTH R.M. 1 AND 2 IN AND GOOD.
 ES1002'
 ES1002'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES1002
 ES1002                          STATION RECOVERY (2008)
 ES1002
 ES1002'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES1002'REFERENCE MARK 1 MISSING.  THE WOOD CAMP CABIN ROAD IS NOW FR 58.  THE
 ES1002'CHIMNEY OF THE CABIN REMAINS.
 ES1002
 ES1002                          STATION RECOVERY (2008)
 ES1002
 ES1002'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES1002'RM1 IS MISSING ALTHOUGH THE IMPRESSION OF THE DISK STEM REMAINS IN THE
 ES1002'CEMENT.
 ES1002'THE AZIMUTH MARK, ES0437, IS DESTROYED (THE TOP OF THE CEMENT POST IS
 ES1002'MISSING WITH NO REMAINING IMPRESSION OF THE MARK.)
 ES1002'THE ROAD SOUTH FROM BLOODY BASIN ROAD IS FR58.  WOOD CAMP CABIN SIGN
 ES1002'GONE AND CABIN BURNED ALTHOUGH CHIMNEY AND FOUNDATION REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0967 ***********************************************************************
 ES0967  DESIGNATION -  HUTCH MOUNTAIN LOOKOUT TOWER
 ES0967  PID         -  ES0967
 ES0967  STATE/COUNTY-  AZ/COCONINO
 ES0967  USGS QUAD   -  HUTCH MTN (1965)
 ES0967
 ES0967                         *CURRENT SURVEY CONTROL
 ES0967  ___________________________________________________________________
 ES0967* NAD 83(1992)-  34 47 08.28116(N)    111 23 02.77472(W)     ADJUSTED  
 ES0967* NAVD 88     -              **(meters)            **(feet)            
 ES0967  ___________________________________________________________________
 ES0967  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ES0967  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 ES0967  HORZ ORDER  -  THIRD
 ES0967
 ES0967.The horizontal coordinates were established by classical geodetic methods
 ES0967.and adjusted by the National Geodetic Survey in August 1993.
 ES0967
 ES0967
 ES0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0967
 ES0967.The geoid height was determined by GEOID03.
 ES0967
 ES0967;                    North         East     Units Scale Factor Converg.
 ES0967;SPC AZ C     -   419,924.318   262,098.485   MT  0.99992927   +0 18 13.8
 ES0967;SPC AZ C     - 1,377,704.46    859,903.17   iFT  0.99992927   +0 18 13.8
 ES0967;UTM  12      - 3,849,338.274   464,858.610   MT  0.99961522   -0 13 08.9
 ES0967
 ES0967                          SUPERSEDED SURVEY CONTROL
 ES0967
 ES0967  NAD 83(1986)-  34 47 08.27389(N)    111 23 02.78353(W) AD(       ) 4
 ES0967  NAD 27      -  34 47 08.20000(N)    111 23 00.28000(W) AD(       ) 3
 ES0967
 ES0967.Superseded values are not recommended for survey control.
 ES0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0967.See file dsdata.txt to determine how the superseded data were derived.
 ES0967
 ES0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6485949338(NAD 83)
 ES0967_MARKER: 57 = LOOKOUT TOWER
 ES0967
 ES0967  HISTORY     - Date     Condition        Report By
 ES0967  HISTORY     - 1936     FIRST OBSERVED   CGS
 ES0967
 ES0967                          STATION DESCRIPTION
 ES0967
 ES0967'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1891 ***********************************************************************
 DU1891  DESIGNATION -  HUTTON
 DU1891  PID         -  DU1891
 DU1891  STATE/COUNTY-  AZ/PINAL
 DU1891  USGS QUAD   -  PINAL RANCH (1979)
 DU1891
 DU1891                         *CURRENT SURVEY CONTROL
 DU1891  ___________________________________________________________________
 DU1891* NAD 83(1992)-  33 19 40.74846(N)    110 59 36.35916(W)     ADJUSTED  
 DU1891* NAVD 88     -      1712.1    (meters)    5617.     (feet)  VERTCON   
 DU1891  ___________________________________________________________________
 DU1891  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 DU1891  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DU1891  HORZ ORDER  -  THIRD
 DU1891
 DU1891.The horizontal coordinates were established by classical geodetic methods
 DU1891.and adjusted by the National Geodetic Survey in August 1993.
 DU1891
 DU1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1891
 DU1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1891
 DU1891.The geoid height was determined by GEOID03.
 DU1891
 DU1891;                    North         East     Units Scale Factor Converg.
 DU1891;SPC AZ C     -   258,504.431   299,311.393   MT  0.99999105   +0 30 26.2
 DU1891;SPC AZ C     -   848,111.65    981,992.76   iFT  0.99999105   +0 30 26.2
 DU1891;SPC AZ E     -   258,429.067   136,389.788   MT  0.99997302   -0 27 15.4
 DU1891;SPC AZ E     -   847,864.39    447,473.06   iFT  0.99997302   -0 27 15.4
 DU1891;UTM  12      - 3,687,648.445   500,611.173   MT  0.99960000   +0 00 13.0
 DU1891
 DU1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1891!SPC AZ C     -   0.99973565  x   0.99999105  =   0.99972670
 DU1891!SPC AZ E     -   0.99973565  x   0.99997302  =   0.99970868
 DU1891!UTM  12      -   0.99973565  x   0.99960000  =   0.99933576
 DU1891
 DU1891:                Primary Azimuth Mark                     Grid Az
 DU1891:SPC AZ C     -  HAGEN                                    165 14 27.4
 DU1891:SPC AZ E     -  HAGEN                                    166 12 09.0
 DU1891:UTM  12      -  HAGEN                                    165 44 40.6
 DU1891
 DU1891|---------------------------------------------------------------------|
 DU1891| PID    Reference Object                     Distance      Geod. Az  |
 DU1891|                                                           dddmmss.s |
 DU1891| DU1889 HAGEN                               APPROX.10.5 KM 1654453.6 |
 DU1891| DU1914 HUTTON RM 1                           7.772 METERS 17731     |
 DU1891| DU1915 HUTTON RM 2                          12.313 METERS 32102     |
 DU1891|---------------------------------------------------------------------|
 DU1891
 DU1891                          SUPERSEDED SURVEY CONTROL
 DU1891
 DU1891  NAD 83(1986)-  33 19 40.74394(N)    110 59 36.35941(W) AD(       ) 3
 DU1891  NGVD 29 (09/20/88) 1711.4    (m)         5615.     (f) VERT ANG    3  
 DU1891
 DU1891.Superseded values are not recommended for survey control.
 DU1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1891.See file dsdata.txt to determine how the superseded data were derived.
 DU1891
 DU1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0061187648(NAD 83)
 DU1891_MARKER: DS = TRIANGULATION STATION DISK
 DU1891_SETTING: 80 = SET IN A BOULDER
 DU1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1891+STABILITY: SURFACE MOTION
 DU1891
 DU1891  HISTORY     - Date     Condition        Report By
 DU1891  HISTORY     - 1946     MONUMENTED       USGS
 DU1891  HISTORY     - 1963     GOOD             USGS
 DU1891
 DU1891                          STATION DESCRIPTION
 DU1891
 DU1891'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1891'STATION MARK--STANDARD TABLET STAMPED---HUTTON 1946 VA 5608---, IN
 DU1891'LARGE BOULDER.
 DU1891'
 DU1891'RM 1--DRILL HOLE IN BOULDER.
 DU1891'
 DU1891'RM 2--DRILL HOLE IN BOULDER.
 DU1891
 DU1891                          STATION RECOVERY (1963)
 DU1891
 DU1891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1891'RECOVERED IN GOOD CONDITION.
 DU1891'
 DU1891'LOCATED ABOUT 9 MI SW. OF MIAMI, ABOUT 6 MI NE. OF SUPERIOR.
 DU1891'
 DU1891'TO REACH FROM MIAMI POST OFFICE, GO 8.8 MI W. ON U.S. HWYS. 60
 DU1891'AND 70 TO DIRT RD. ON LEFT.  TAKE LEFT RD. 0.9 MI S. TO FORK IN
 DU1891'RD.  TAKE LEFT FORK 0.6 MI TO FORK.  TAKE LEFT FORK 0.45 MI S. TO
 DU1891'FORK.  TAKE RIGHT FORK 0.25 MI S. TO FORK IN RD.  TAKE RIGHT FORK
 DU1891'0.7 MI W. PASSING THROUGH GATE.  LEAVE TRUCK AND CLIMB NNE.  ONCE
 DU1891'ON TOP GO W. PASSING POND ON SOUTH SIDE, CONTINUE W. TO TOP OF
 DU1891'ROCKY PEAK AND STATION.  A 40-MINUTE PACK.
 DU1891'
 DU1891'NOTE, 1967--RM 1 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1493 ***********************************************************************
 DU1493  DESIGNATION -  HWY 360 RP 1405+59.81RT
 DU1493  PID         -  DU1493
 DU1493  STATE/COUNTY-  AZ/PINAL
 DU1493  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1493
 DU1493                         *CURRENT SURVEY CONTROL
 DU1493  ___________________________________________________________________
 DU1493* NAD 83(1986)-  33 23 12.     (N)    111 30 26.     (W)     SCALED    
 DU1493* NAVD 88     -       515.034  (meters)    1689.74   (feet)  ADJUSTED  
 DU1493  ___________________________________________________________________
 DU1493  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1493  DYNAMIC HT  -         514.405 (meters)    1687.68  (feet)  COMP
 DU1493  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 DU1493
 DU1493  VERT ORDER  -  FIRST     CLASS I
 DU1493
 DU1493.The horizontal coordinates were scaled from a topographic map and have
 DU1493.an estimated accuracy of +/- 6 seconds.
 DU1493
 DU1493.The orthometric height was determined by differential leveling
 DU1493.and adjusted in November 1993.
 DU1493
 DU1493.The geoid height was determined by GEOID03.
 DU1493
 DU1493.The dynamic height is computed by dividing the NAVD 88
 DU1493.geopotential number by the normal gravity value computed on the
 DU1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1493.degrees latitude (g = 980.6199 gals.).
 DU1493
 DU1493.The modeled gravity was interpolated from observed gravity values.
 DU1493
 DU1493;                    North         East    Units  Estimated Accuracy
 DU1493;SPC AZ C     -   264,710.      251,450.      MT  (+/- 180 meters Scaled)
 DU1493
 DU1493                          SUPERSEDED SURVEY CONTROL
 DU1493
 DU1493.No superseded survey control is available for this station.
 DU1493
 DU1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB528942(NAD 83)
 DU1493_MARKER: I = METAL ROD
 DU1493_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1493+WITH SETTING: INFORMATION.
 DU1493_SP_SET: SHALLOW SET METAL ROD
 DU1493_MARK LOGO: NONE  
 DU1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1493
 DU1493  HISTORY     - Date     Condition        Report By
 DU1493  HISTORY     - UNK      MONUMENTED       AZDT
 DU1493  HISTORY     - 1975     GOOD             AZDT
 DU1493  HISTORY     - 1984     GOOD             AZDT
 DU1493
 DU1493                          STATION DESCRIPTION
 DU1493
 DU1493'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1493'2.55 MI SE FROM PALM SPRINGS.
 DU1493'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1493'EAST ON THE FREEWAY CENTERLINE FOR ABOUT 1200 FT. AND TO THE STATION.
 DU1493'150 FT. SOUTH, RIGHT, OF STATION.  MARKED BY LOCATION GUARD STAKES.
 DU1493'SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.  A
 DU1493'REBAR, FLUSH.
 DU1493
 DU1493                          STATION RECOVERY (1984)
 DU1493
 DU1493'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1493'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1493'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1493'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 10.06 KM.  (6.25
 DU1493'MI.), THEN 45.72 METERS (150 FT.) TO THE STATION, 0.4 KM.  (0.25 MI.)
 DU1493'FROM THE JUNCTION OF GOLDFIELD ROAD WITH STATE ROUTE 360 CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1189 ***********************************************************************
 DU1189  DESIGNATION -  HWY 60
 DU1189  PID         -  DU1189
 DU1189  STATE/COUNTY-  AZ/GILA
 DU1189  USGS QUAD   -  CHROME BUTTE (1966)
 DU1189
 DU1189                         *CURRENT SURVEY CONTROL
 DU1189  ___________________________________________________________________
 DU1189* NAD 83(1992)-  33 35 42.22079(N)    110 38 26.98874(W)     ADJUSTED  
 DU1189* NAVD 88     -      1307.427  (meters)    4289.45   (feet)  ADJUSTED  
 DU1189  ___________________________________________________________________
 DU1189  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 DU1189  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DU1189  DYNAMIC HT  -        1305.608 (meters)    4283.48  (feet)  COMP
 DU1189  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 DU1189
 DU1189  HORZ ORDER  -  SECOND
 DU1189  VERT ORDER  -  FIRST     CLASS II
 DU1189
 DU1189.The horizontal coordinates were established by classical geodetic methods
 DU1189.and adjusted by the National Geodetic Survey in August 1993.
 DU1189
 DU1189.The orthometric height was determined by differential leveling
 DU1189.and adjusted in June 1991.
 DU1189
 DU1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1189
 DU1189.The geoid height was determined by GEOID03.
 DU1189
 DU1189.The dynamic height is computed by dividing the NAVD 88
 DU1189.geopotential number by the normal gravity value computed on the
 DU1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1189.degrees latitude (g = 980.6199 gals.).
 DU1189
 DU1189.The modeled gravity was interpolated from observed gravity values.
 DU1189
 DU1189;                    North         East     Units Scale Factor Converg.
 DU1189;SPC AZ E     -   287,843.816   169,351.943   MT  0.99992387   -0 15 44.5
 DU1189;SPC AZ E     -   944,369.48    555,616.61   iFT  0.99992387   -0 15 44.5
 DU1189;UTM  12      - 3,717,316.454   533,325.195   MT  0.99961369   +0 11 55.5
 DU1189
 DU1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1189!SPC AZ E     -   0.99979893  x   0.99992387  =   0.99972282
 DU1189!UTM  12      -   0.99979893  x   0.99961369  =   0.99941270
 DU1189
 DU1189|---------------------------------------------------------------------|
 DU1189| PID    Reference Object                     Distance      Geod. Az  |
 DU1189|                                                           dddmmss.s |
 DU1189| DU1187 HWY 60 RM 2                          12.425 METERS 01955     |
 DU1189| CD3033 HWY 60 AZ MK                                       0565019.6 |
 DU1189| DU1188 HWY 60 RM 1                          13.128 METERS 26110     |
 DU1189|---------------------------------------------------------------------|
 DU1189
 DU1189                          SUPERSEDED SURVEY CONTROL
 DU1189
 DU1189  NAD 83(1986)-  33 35 42.21596(N)    110 38 26.98953(W) AD(       ) 2
 DU1189  NAD 27      -  33 35 42.02900(N)    110 38 24.60800(W) AD(       ) 2
 DU1189
 DU1189.Superseded values are not recommended for survey control.
 DU1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1189.See file dsdata.txt to determine how the superseded data were derived.
 DU1189
 DU1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3332517316(NAD 83)
 DU1189_MARKER: DS = TRIANGULATION STATION DISK
 DU1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1189_SP_SET: CONCRETE POST
 DU1189_STAMPING: HWY 60 1938
 DU1189_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1189+STABILITY: SURFACE MOTION
 DU1189
 DU1189  HISTORY     - Date     Condition        Report By
 DU1189  HISTORY     - 1938     MONUMENTED       CGS
 DU1189  HISTORY     - 1967     GOOD             AMS
 DU1189  HISTORY     - 1968     GOOD             CGS
 DU1189  HISTORY     - 1979     GOOD             NGS
 DU1189
 DU1189                          STATION DESCRIPTION
 DU1189
 DU1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1189'STATION IS 80 FEET N OF U.S. 60 AT A POINT 20.7 MILES NE OF GLOBE
 DU1189'POST OFFICE BY ROAD.
 DU1189'
 DU1189'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DU1189'BRONZE DISKS SET IN CONCRETE AND A BOULDER.
 DU1189'
 DU1189'TO REACH FROM GLOBE POST OFFICE, GO S AND E ON U.S. 60 AND 70,
 DU1189'2.7 MILES TO JUNCTION OF TWO HIGHWAYS.  THENCE TAKE 60, 20.7
 DU1189'MILES TO STATION.
 DU1189'
 DU1189'REFERENCE MARK NO. 1 IS W AND EXTENDS ABOUT 6 INCHES ABOVE
 DU1189'GROUND.  REFERENCE MARK NO. 2 IS NNE AND EXTENDS ABOUT 6 INCHES
 DU1189'ABOVE GROUND.
 DU1189'
 DU1189'AZIMUTH MARK IS ABOUT 0.35 MILE NE OF STATION ON EASTWARD END
 DU1189'OF A SMALL RIDGE ABOUT 50 FEET HIGHER THAN STATION.  IT IS ABOUT
 DU1189'100 PACES TO SOUTHWARD OF HIGHWAY AND IN A BOULDER THAT EXTENDS
 DU1189'ABOUT 4 INCHES ABOVE GROUND AND SLOPES SLIGHTLY TO NORTHWARD.
 DU1189
 DU1189                          STATION RECOVERY (1967)
 DU1189
 DU1189'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1189'STATION HIGHWAY 60 IS LOCATED APPROXIMATELY 17.0 AIRMILES (NE)
 DU1189'OF GLOBE, ARIZONA AND 16.0 AIRMILES (SW) OF SALT RIVER BRIDGE
 DU1189'LOCATED BETWEEN GLOBE AND SHOWLOW, ARIZONA.
 DU1189'
 DU1189'TO REACH FROM SALT RIVER BRIDGE ON U.S. HWY 60 GO (S) FOR 18.3 MI
 DU1189'TO A DIRT SIDE ROAD ON RIGHT (NE) AND CONTINUE FOR 3.1 MI TO
 DU1189'STATION SITE.
 DU1189'
 DU1189'THE STATION IS LOCATED 90 FT RIGHT (W) OF CENTERLINE OF U.S. HWY
 DU1189'60 ON A SMALL HILL RUNNING PARALLEL WITH HWY 60.
 DU1189'
 DU1189'THE STATION IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A
 DU1189'CONCRETE MONUMENT AND STAMPED HWY 60 1938.
 DU1189'
 DU1189'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A CONCRETE
 DU1189'MONUMENT AND STAMPED HWY 60 NO 1 1938.  FROM THE STATION IT IS
 DU1189'(SE) ON A MAG AZ OF 249 DEG AT A DISTANCE OF 13.13 M AND A DE OF
 DU1189'+.23M.
 DU1189'
 DU1189'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A CONCRETE
 DU1189'MONUMENT AND STAMPED HWY 60 NO 2 1938.  FROM THE STATION IT IS
 DU1189'(N) ON A MAG AZ OF 08 DEG AT A DISTANCE OF 12.43M AND A DE OF
 DU1189'+.27M.
 DU1189'
 DU1189'CONDITION OF ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 DU1189
 DU1189                          STATION RECOVERY (1968)
 DU1189
 DU1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DU1189'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DU1189'
 DU1189'THERE HAVE BEEN MANY CHANGES IN U.S. HIGHWAY 60.  A NEW TO REACH
 DU1189'FOLLOWS.
 DU1189'
 DU1189'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60 AND U.S. 70,
 DU1189'JUST EAST OF GLOBE, TAKE U.S. 60 NORTHEAST (LEFT AT THE JUNCTION).
 DU1189'GO NE FOR 16.7 MILES TO JONES WATER CAMPGROUND ON THE RIGHT OF
 DU1189'THE HIGHWAY.  CONTINUE ON THE HIGHWAY 0.55 MILES TO THE STATION
 DU1189'ON THE LEFT (NORTH) SIDE.  THE STATION IS ON A SMALL RISE AND IS
 DU1189'ABOUT 6 FEET FROM THE RIGHT-OF-WAY FENCE.
 DU1189'
 DU1189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 DU1189'20 MILES NE OF GLOBE.
 DU1189
 DU1189                          STATION RECOVERY (1979)
 DU1189
 DU1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1189'17.7 MI NE FROM GLOBE.
 DU1189'17.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1189'COURTHOUSE IN GLOBE, 0.1 MILE SOUTHWEST OF MILE POST 369, 98.5 FEET
 DU1189'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET NORTH OF RM 1,
 DU1189'40 FEET SOUTH OF RM 2 AND 4.5 FEET SOUTHEAST OF A RIGHT OF WAY
 DU1189'FENCE.
 DU1189'THE MARK IS 1.2 FT  S FROM A WITNESS POST.
 DU1189'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1512 ***********************************************************************
 DU1512  DESIGNATION -  HWY 60 MP 1691.13
 DU1512  PID         -  DU1512
 DU1512  STATE/COUNTY-  AZ/PINAL
 DU1512  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1512
 DU1512                         *CURRENT SURVEY CONTROL
 DU1512  ___________________________________________________________________
 DU1512* NAD 83(1986)-  33 23 12.     (N)    111 30 08.     (W)     SCALED    
 DU1512* NAVD 88     -       516.185  (meters)    1693.52   (feet)  ADJUSTED  
 DU1512  ___________________________________________________________________
 DU1512  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1512  DYNAMIC HT  -         515.554 (meters)    1691.45  (feet)  COMP
 DU1512  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 DU1512
 DU1512  VERT ORDER  -  FIRST     CLASS I
 DU1512
 DU1512.The horizontal coordinates were scaled from a topographic map and have
 DU1512.an estimated accuracy of +/- 6 seconds.
 DU1512
 DU1512.The orthometric height was determined by differential leveling
 DU1512.and adjusted in November 1993.
 DU1512
 DU1512.The geoid height was determined by GEOID03.
 DU1512
 DU1512.The dynamic height is computed by dividing the NAVD 88
 DU1512.geopotential number by the normal gravity value computed on the
 DU1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1512.degrees latitude (g = 980.6199 gals.).
 DU1512
 DU1512.The modeled gravity was interpolated from observed gravity values.
 DU1512
 DU1512;                    North         East    Units  Estimated Accuracy
 DU1512;SPC AZ C     -   264,710.      251,920.      MT  (+/- 180 meters Scaled)
 DU1512
 DU1512                          SUPERSEDED SURVEY CONTROL
 DU1512
 DU1512.No superseded survey control is available for this station.
 DU1512
 DU1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532942(NAD 83)
 DU1512_MARKER: DD = SURVEY DISK
 DU1512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1512_SP_SET: HEADWALL
 DU1512_STAMPING: 1691.13 1017+38
 DU1512_MARK LOGO: AZHD  
 DU1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1512+STABILITY: SURFACE MOTION
 DU1512
 DU1512  HISTORY     - Date     Condition        Report By
 DU1512  HISTORY     - UNK      MONUMENTED       AZDT
 DU1512  HISTORY     - 1975     GOOD             AZDT
 DU1512  HISTORY     - 1984     GOOD             AZDT
 DU1512  HISTORY     - 20070319 MARK NOT FOUND   GEOCAC
 DU1512
 DU1512                          STATION DESCRIPTION
 DU1512
 DU1512'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1512'2.5 MI SE FROM PALM SPRINGS.
 DU1512'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1512'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1512'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET ON A CONCRETE CULVERT
 DU1512'HEADWALL.
 DU1512
 DU1512                          STATION RECOVERY (1984)
 DU1512
 DU1512'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1512'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  5.75 KM.  (3.57
 DU1512'MI.) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 DU1512'HIGHWAY 88 AT APACHE JUNCTION TO THE STATION ON THE RIGHT.
 DU1512
 DU1512                          STATION RECOVERY (2007)
 DU1512
 DU1512'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1512'ALTHOUGH SEVERAL MARKS WERE FOUND ON CULVERT HEADWALLS IN THE AREA,
 DU1512'NONE HAD THE INDICATED STAMPING. APPARENTLY THE CULVERTS WERE
 DU1512'RE-CONSTRUCTED SINCE THE LAST RECOVERY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1511 ***********************************************************************
 DU1511  DESIGNATION -  HWY 60 MP 1691.52
 DU1511  PID         -  DU1511
 DU1511  STATE/COUNTY-  AZ/PINAL
 DU1511  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1511
 DU1511                         *CURRENT SURVEY CONTROL
 DU1511  ___________________________________________________________________
 DU1511* NAD 83(1986)-  33 23 12.     (N)    111 30 14.     (W)     SCALED    
 DU1511* NAVD 88     -       516.309  (meters)    1693.92   (feet)  ADJUSTED  
 DU1511  ___________________________________________________________________
 DU1511  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1511  DYNAMIC HT  -         515.679 (meters)    1691.86  (feet)  COMP
 DU1511  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 DU1511
 DU1511  VERT ORDER  -  FIRST     CLASS I
 DU1511
 DU1511.The horizontal coordinates were scaled from a topographic map and have
 DU1511.an estimated accuracy of +/- 6 seconds.
 DU1511
 DU1511.The orthometric height was determined by differential leveling
 DU1511.and adjusted in November 1993.
 DU1511
 DU1511.The geoid height was determined by GEOID03.
 DU1511
 DU1511.The dynamic height is computed by dividing the NAVD 88
 DU1511.geopotential number by the normal gravity value computed on the
 DU1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1511.degrees latitude (g = 980.6199 gals.).
 DU1511
 DU1511.The modeled gravity was interpolated from observed gravity values.
 DU1511
 DU1511;                    North         East    Units  Estimated Accuracy
 DU1511;SPC AZ C     -   264,710.      251,760.      MT  (+/- 180 meters Scaled)
 DU1511
 DU1511                          SUPERSEDED SURVEY CONTROL
 DU1511
 DU1511.No superseded survey control is available for this station.
 DU1511
 DU1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB531942(NAD 83)
 DU1511_MARKER: DD = SURVEY DISK
 DU1511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1511_SP_SET: HEADWALL
 DU1511_STAMPING: 1691.52 1013+45
 DU1511_MARK LOGO: AZHD  
 DU1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1511+STABILITY: SURFACE MOTION
 DU1511
 DU1511  HISTORY     - Date     Condition        Report By
 DU1511  HISTORY     - UNK      MONUMENTED       AZDT
 DU1511  HISTORY     - 1975     GOOD             AZDT
 DU1511  HISTORY     - 1984     GOOD             AZDT
 DU1511  HISTORY     - 20070319 MARK NOT FOUND   GEOCAC
 DU1511
 DU1511                          STATION DESCRIPTION
 DU1511
 DU1511'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1511'2.5 MI SE FROM PALM SPRINGS.
 DU1511'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.2
 DU1511'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1511'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1511'HEADWALL.
 DU1511
 DU1511                          STATION RECOVERY (1984)
 DU1511
 DU1511'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1511'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  5.57 KM.  (3.46
 DU1511'MI.) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 DU1511'HIGHWAY 88 AT APACHE JUNCTION TO THE STATION ON THE RIGHT.
 DU1511
 DU1511                          STATION RECOVERY (2007)
 DU1511
 DU1511'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1511'ALTHOUGH SEVERAL MARKS WERE FOUND ON CULVERT HEADWALLS IN THE AREA,
 DU1511'NONE HAD THE INDICATED STAMPING. APPARENTLY THE CULVERTS WERE
 DU1511'RE-CONSTRUCTED SINCE THE LAST RECOVERY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1510 ***********************************************************************
 DU1510  DESIGNATION -  HWY 60 MP 1691.84
 DU1510  PID         -  DU1510
 DU1510  STATE/COUNTY-  AZ/PINAL
 DU1510  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1510
 DU1510                         *CURRENT SURVEY CONTROL
 DU1510  ___________________________________________________________________
 DU1510* NAD 83(1986)-  33 23 18.     (N)    111 30 20.     (W)     SCALED    
 DU1510* NAVD 88     -       516.425  (meters)    1694.30   (feet)  ADJUSTED  
 DU1510  ___________________________________________________________________
 DU1510  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1510  DYNAMIC HT  -         515.794 (meters)    1692.23  (feet)  COMP
 DU1510  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 DU1510
 DU1510  VERT ORDER  -  FIRST     CLASS I
 DU1510
 DU1510.The horizontal coordinates were scaled from a topographic map and have
 DU1510.an estimated accuracy of +/- 6 seconds.
 DU1510
 DU1510.The orthometric height was determined by differential leveling
 DU1510.and adjusted in November 1993.
 DU1510
 DU1510.The geoid height was determined by GEOID03.
 DU1510
 DU1510.The dynamic height is computed by dividing the NAVD 88
 DU1510.geopotential number by the normal gravity value computed on the
 DU1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1510.degrees latitude (g = 980.6199 gals.).
 DU1510
 DU1510.The modeled gravity was interpolated from observed gravity values.
 DU1510
 DU1510;                    North         East    Units  Estimated Accuracy
 DU1510;SPC AZ C     -   264,890.      251,610.      MT  (+/- 180 meters Scaled)
 DU1510
 DU1510                          SUPERSEDED SURVEY CONTROL
 DU1510
 DU1510.No superseded survey control is available for this station.
 DU1510
 DU1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB529944(NAD 83)
 DU1510_MARKER: DD = SURVEY DISK
 DU1510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1510_SP_SET: HEADWALL
 DU1510_STAMPING: 1691.84 1007+95
 DU1510_MARK LOGO: AZHD  
 DU1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1510+STABILITY: SURFACE MOTION
 DU1510
 DU1510  HISTORY     - Date     Condition        Report By
 DU1510  HISTORY     - UNK      MONUMENTED       AZDT
 DU1510  HISTORY     - 1975     GOOD             AZDT
 DU1510  HISTORY     - 1984     GOOD             AZDT
 DU1510
 DU1510                          STATION DESCRIPTION
 DU1510
 DU1510'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1510'2.4 MI SE FROM PALM SPRINGS.
 DU1510'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.1
 DU1510'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1510'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1510'HEADWALL.
 DU1510
 DU1510                          STATION RECOVERY (1984)
 DU1510
 DU1510'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1510'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  5.42 KM.  (3.37
 DU1510'MI.) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 DU1510'HIGHWAY 88 AT APACHE JUNCTION TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1513 ***********************************************************************
 DU1513  DESIGNATION -  HWY 60 MP 1693.44
 DU1513  PID         -  DU1513
 DU1513  STATE/COUNTY-  AZ/PINAL
 DU1513  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1513
 DU1513                         *CURRENT SURVEY CONTROL
 DU1513  ___________________________________________________________________
 DU1513* NAD 83(1986)-  33 23 12.     (N)    111 30 02.     (W)     SCALED    
 DU1513* NAVD 88     -       516.891  (meters)    1695.83   (feet)  ADJUSTED  
 DU1513  ___________________________________________________________________
 DU1513  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DU1513  DYNAMIC HT  -         516.259 (meters)    1693.76  (feet)  COMP
 DU1513  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 DU1513
 DU1513  VERT ORDER  -  FIRST     CLASS I
 DU1513
 DU1513.The horizontal coordinates were scaled from a topographic map and have
 DU1513.an estimated accuracy of +/- 6 seconds.
 DU1513
 DU1513.The orthometric height was determined by differential leveling
 DU1513.and adjusted in November 1993.
 DU1513
 DU1513.The geoid height was determined by GEOID03.
 DU1513
 DU1513.The dynamic height is computed by dividing the NAVD 88
 DU1513.geopotential number by the normal gravity value computed on the
 DU1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1513.degrees latitude (g = 980.6199 gals.).
 DU1513
 DU1513.The modeled gravity was interpolated from observed gravity values.
 DU1513
 DU1513;                    North         East    Units  Estimated Accuracy
 DU1513;SPC AZ C     -   264,710.      252,070.      MT  (+/- 180 meters Scaled)
 DU1513
 DU1513                          SUPERSEDED SURVEY CONTROL
 DU1513
 DU1513.No superseded survey control is available for this station.
 DU1513
 DU1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB534942(NAD 83)
 DU1513_MARKER: DD = SURVEY DISK
 DU1513_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1513_SP_SET: CURB
 DU1513_STAMPING: 1693.44 1021+41
 DU1513_MARK LOGO: AZHD  
 DU1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1513
 DU1513  HISTORY     - Date     Condition        Report By
 DU1513  HISTORY     - UNK      MONUMENTED       AZDT
 DU1513  HISTORY     - 1975     GOOD             AZDT
 DU1513  HISTORY     - 1984     GOOD             AZDT
 DU1513  HISTORY     - 20070319 MARK NOT FOUND   GEOCAC
 DU1513
 DU1513                          STATION DESCRIPTION
 DU1513
 DU1513'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1513'2.55 MI SE FROM PALM SPRINGS.
 DU1513'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.3
 DU1513'MILES AND TO THE STATION ON THE RIGHT.  ON THE SOUTHWEST END OF A
 DU1513'BRIDGE.  SOUTH OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A
 DU1513'CONCRETE BRIDGE CURB.
 DU1513
 DU1513                          STATION RECOVERY (1984)
 DU1513
 DU1513'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1513'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  5.86 KM.  (3.64
 DU1513'MI.) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 DU1513'HIGHWAY 88 AT APACHE JUNCTION TO THE STATION.
 DU1513
 DU1513                          STATION RECOVERY (2007)
 DU1513
 DU1513'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1513'SOLID CONCRETE RAILINGS HAVE BEEN ADDED TO THE BRIDGE, COVERING THIS
 DU1513'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1509 ***********************************************************************
 DU1509  DESIGNATION -  HWY 60 MP 1693.51
 DU1509  PID         -  DU1509
 DU1509  STATE/COUNTY-  AZ/PINAL
 DU1509  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1509
 DU1509                         *CURRENT SURVEY CONTROL
 DU1509  ___________________________________________________________________
 DU1509* NAD 83(1986)-  33 23 18.     (N)    111 30 20.     (W)     SCALED    
 DU1509* NAVD 88     -       516.931  (meters)    1695.96   (feet)  ADJUSTED  
 DU1509  ___________________________________________________________________
 DU1509  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1509  DYNAMIC HT  -         516.300 (meters)    1693.89  (feet)  COMP
 DU1509  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 DU1509
 DU1509  VERT ORDER  -  FIRST     CLASS I
 DU1509
 DU1509.The horizontal coordinates were scaled from a topographic map and have
 DU1509.an estimated accuracy of +/- 6 seconds.
 DU1509
 DU1509.The orthometric height was determined by differential leveling
 DU1509.and adjusted in November 1993.
 DU1509
 DU1509.The geoid height was determined by GEOID03.
 DU1509
 DU1509.The dynamic height is computed by dividing the NAVD 88
 DU1509.geopotential number by the normal gravity value computed on the
 DU1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1509.degrees latitude (g = 980.6199 gals.).
 DU1509
 DU1509.The modeled gravity was interpolated from observed gravity values.
 DU1509
 DU1509;                    North         East    Units  Estimated Accuracy
 DU1509;SPC AZ C     -   264,890.      251,610.      MT  (+/- 180 meters Scaled)
 DU1509
 DU1509                          SUPERSEDED SURVEY CONTROL
 DU1509
 DU1509.No superseded survey control is available for this station.
 DU1509
 DU1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB529944(NAD 83)
 DU1509_MARKER: DD = SURVEY DISK
 DU1509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1509_SP_SET: HEADWALL
 DU1509_STAMPING: 1693.51 1005+21
 DU1509_MARK LOGO: AZHD  
 DU1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1509+STABILITY: SURFACE MOTION
 DU1509
 DU1509  HISTORY     - Date     Condition        Report By
 DU1509  HISTORY     - UNK      MONUMENTED       AZDT
 DU1509  HISTORY     - 1975     GOOD             AZDT
 DU1509  HISTORY     - 1984     GOOD             AZDT
 DU1509  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1509
 DU1509                          STATION DESCRIPTION
 DU1509
 DU1509'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1509'2.35 MI SE FROM PALM SPRINGS.
 DU1509'FROM MILEPOST 199, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.02
 DU1509'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1509'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET ON A CONCRETE CULVERT
 DU1509'HEADWALL.
 DU1509
 DU1509                          STATION RECOVERY (1984)
 DU1509
 DU1509'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1509'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  5.31 KM.  (3.3
 DU1509'MI.) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 DU1509'HIGHWAY 88 AT APACHE JUNCTION TO THE STATION ON THE RIGHT.
 DU1509
 DU1509                          STATION RECOVERY (2008)
 DU1509
 DU1509'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1509'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE MARK
 DU1509'APPEARS TO BE INSIDE A FENCED YARD CONTROLLED BY THE ARIZONA STATE
 DU1509'HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1320 ***********************************************************************
 DU1320  DESIGNATION -  HWY 60 MP 1729.39
 DU1320  PID         -  DU1320
 DU1320  STATE/COUNTY-  AZ/PINAL
 DU1320  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1320
 DU1320                         *CURRENT SURVEY CONTROL
 DU1320  ___________________________________________________________________
 DU1320* NAD 83(1986)-  33 24 16.     (N)    111 31 55.     (W)     SCALED    
 DU1320* NAVD 88     -       527.884  (meters)    1731.90   (feet)  ADJUSTED  
 DU1320  ___________________________________________________________________
 DU1320  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1320  DYNAMIC HT  -         527.239 (meters)    1729.78  (feet)  COMP
 DU1320  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 DU1320
 DU1320  VERT ORDER  -  FIRST     CLASS I
 DU1320
 DU1320.The horizontal coordinates were scaled from a topographic map and have
 DU1320.an estimated accuracy of +/- 6 seconds.
 DU1320
 DU1320.The orthometric height was determined by differential leveling
 DU1320.and adjusted in June 1991.
 DU1320
 DU1320.The geoid height was determined by GEOID03.
 DU1320
 DU1320.The dynamic height is computed by dividing the NAVD 88
 DU1320.geopotential number by the normal gravity value computed on the
 DU1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1320.degrees latitude (g = 980.6199 gals.).
 DU1320
 DU1320.The modeled gravity was interpolated from observed gravity values.
 DU1320
 DU1320;                    North         East    Units  Estimated Accuracy
 DU1320;SPC AZ C     -   266,670.      249,150.      MT  (+/- 180 meters Scaled)
 DU1320
 DU1320                          SUPERSEDED SURVEY CONTROL
 DU1320
 DU1320.No superseded survey control is available for this station.
 DU1320
 DU1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB505962(NAD 83)
 DU1320_MARKER: DD = SURVEY DISK
 DU1320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1320_SP_SET: HEADWALL
 DU1320_STAMPING: 1729.39 900+06 55
 DU1320_MARK LOGO: AZHD  
 DU1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1320+STABILITY: SURFACE MOTION
 DU1320
 DU1320  HISTORY     - Date     Condition        Report By
 DU1320  HISTORY     - 1955     MONUMENTED       AZHD
 DU1320  HISTORY     - 1981     GOOD             NGS
 DU1320  HISTORY     - 1984     GOOD             AZDT
 DU1320  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1320  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 DU1320
 DU1320                          STATION DESCRIPTION
 DU1320
 DU1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1320'2.0 KM (1.25 MI) SE FROM APACHE JUNCTION.
 DU1320'2.0 KILOMETERS (1.25 MILES ) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 DU1320'JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, IN THE
 DU1320'BRIDGE CURB AT THE WEST CORNER OF THE CONCRETE BRIDGE FOR THE
 DU1320'SOUTHBOUND LANES, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF A HIGHWAY
 DU1320'CROSSOVER, 7.2 METERS (23.5 FEET) SOUTHWEST OF THE CENTERLINE OF
 DU1320'THE SOUTHBOUND LANES AND 81.7 METERS (235.0 FEET) SOUTHEAST OF HIGHWAY
 DU1320'MILEPOST 197.
 DU1320'THE MARK IS 0.3 M ABOVE HIGHWAY CENTERLINE.
 DU1320
 DU1320                          STATION RECOVERY (1984)
 DU1320
 DU1320'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1320'RECOVERED IN GOOD CONDITION.
 DU1320
 DU1320                          STATION RECOVERY (1999)
 DU1320
 DU1320'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1320'MARK NOT FOUND.
 DU1320
 DU1320                          STATION RECOVERY (2007)
 DU1320
 DU1320'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1320'THE BRIDGE NOW HAS SOLID CONCRETE RAILINGS. THE MARK IS NOT VISIBLE,
 DU1320'AND WAS APPARENTLY COVERED WHEN THE RAILINGS WERE ADDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1188 ***********************************************************************
 DU1188  DESIGNATION -  HWY 60 RM 1
 DU1188  PID         -  DU1188
 DU1188  STATE/COUNTY-  AZ/GILA
 DU1188  USGS QUAD   -  CHROME BUTTE (1966)
 DU1188
 DU1188                         *CURRENT SURVEY CONTROL
 DU1188  ___________________________________________________________________
 DU1188* NAD 83(1986)-  33 35 42.     (N)    110 38 27.     (W)     SCALED    
 DU1188* NAVD 88     -      1307.678  (meters)    4290.27   (feet)  ADJUSTED  
 DU1188  ___________________________________________________________________
 DU1188  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DU1188  DYNAMIC HT  -        1305.859 (meters)    4284.31  (feet)  COMP
 DU1188  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 DU1188
 DU1188  VERT ORDER  -  FIRST     CLASS II
 DU1188
 DU1188.The horizontal coordinates were scaled from a topographic map and have
 DU1188.an estimated accuracy of +/- 6 seconds.
 DU1188
 DU1188.The orthometric height was determined by differential leveling
 DU1188.and adjusted in June 1991.
 DU1188
 DU1188.The geoid height was determined by GEOID03.
 DU1188
 DU1188.The dynamic height is computed by dividing the NAVD 88
 DU1188.geopotential number by the normal gravity value computed on the
 DU1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1188.degrees latitude (g = 980.6199 gals.).
 DU1188
 DU1188.The modeled gravity was interpolated from observed gravity values.
 DU1188
 DU1188;                    North         East    Units  Estimated Accuracy
 DU1188;SPC AZ E     -   287,840.      169,350.      MT  (+/- 180 meters Scaled)
 DU1188
 DU1188                          SUPERSEDED SURVEY CONTROL
 DU1188
 DU1188.No superseded survey control is available for this station.
 DU1188
 DU1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC333173(NAD 83)
 DU1188_MARKER: DR = REFERENCE MARK DISK
 DU1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1188_SP_SET: CONCRETE POST
 DU1188_STAMPING: HWY 60 NO 1 1938
 DU1188_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1188+STABILITY: SURFACE MOTION
 DU1188
 DU1188  HISTORY     - Date     Condition        Report By
 DU1188  HISTORY     - 1938     MONUMENTED       CGS
 DU1188  HISTORY     - 1979     GOOD             NGS
 DU1188
 DU1188                          STATION DESCRIPTION
 DU1188
 DU1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1188'17.7 MI NE FROM GLOBE.
 DU1188'17.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1188'COURTHOUSE IN GLOBE, 0.1 MILE SOUTHWEST OF MILE POST 369, 125.4
 DU1188'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET SOUTH OF
 DU1188'HWY 60 1938 AND 22.4 FEET NORTHWEST OF A RIGHT OF WAY FENCE.
 DU1188'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 DU1188'THE MARK IS 8 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1187 ***********************************************************************
 DU1187  DESIGNATION -  HWY 60 RM 2
 DU1187  PID         -  DU1187
 DU1187  STATE/COUNTY-  AZ/GILA
 DU1187  USGS QUAD   -  CHROME BUTTE (1966)
 DU1187
 DU1187                         *CURRENT SURVEY CONTROL
 DU1187  ___________________________________________________________________
 DU1187* NAD 83(1986)-  33 35 43.     (N)    110 38 27.     (W)     SCALED    
 DU1187* NAVD 88     -      1307.712  (meters)    4290.39   (feet)  ADJUSTED  
 DU1187  ___________________________________________________________________
 DU1187  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DU1187  DYNAMIC HT  -        1305.893 (meters)    4284.42  (feet)  COMP
 DU1187  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 DU1187
 DU1187  VERT ORDER  -  FIRST     CLASS II
 DU1187
 DU1187.The horizontal coordinates were scaled from a topographic map and have
 DU1187.an estimated accuracy of +/- 6 seconds.
 DU1187
 DU1187.The orthometric height was determined by differential leveling
 DU1187.and adjusted in June 1991.
 DU1187
 DU1187.The geoid height was determined by GEOID03.
 DU1187
 DU1187.The dynamic height is computed by dividing the NAVD 88
 DU1187.geopotential number by the normal gravity value computed on the
 DU1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1187.degrees latitude (g = 980.6199 gals.).
 DU1187
 DU1187.The modeled gravity was interpolated from observed gravity values.
 DU1187
 DU1187;                    North         East    Units  Estimated Accuracy
 DU1187;SPC AZ E     -   287,870.      169,350.      MT  (+/- 180 meters Scaled)
 DU1187
 DU1187                          SUPERSEDED SURVEY CONTROL
 DU1187
 DU1187.No superseded survey control is available for this station.
 DU1187
 DU1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC333173(NAD 83)
 DU1187_MARKER: DR = REFERENCE MARK DISK
 DU1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1187_SP_SET: CONCRETE POST
 DU1187_STAMPING: HWY 60 NO 2 1938
 DU1187_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1187+STABILITY: SURFACE MOTION
 DU1187
 DU1187  HISTORY     - Date     Condition        Report By
 DU1187  HISTORY     - 1938     MONUMENTED       CGS
 DU1187  HISTORY     - 1979     GOOD             NGS
 DU1187
 DU1187                          STATION DESCRIPTION
 DU1187
 DU1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1187'17.7 MI NE FROM GLOBE.
 DU1187'17.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1187'COURTHOUSE IN GLOBE, 0.1 MILE SOUTHWEST OF MILE POST 369, 114.5
 DU1187'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF
 DU1187'HWY 60 1938 AND 11.5 FEET NORTHWEST OF A RIGHT OF WAY FENCE.
 DU1187'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 DU1187'THE MARK IS 8 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0711 ***********************************************************************
 DU0711  DESIGNATION -  HWY 60 STA 423+36.5
 DU0711  PID         -  DU0711
 DU0711  STATE/COUNTY-  AZ/MARICOPA
 DU0711  USGS QUAD   -  BUCKHORN (1982)
 DU0711
 DU0711                         *CURRENT SURVEY CONTROL
 DU0711  ___________________________________________________________________
 DU0711* NAD 83(1986)-  33 24 56.     (N)    111 41 02.     (W)     SCALED    
 DU0711* NAVD 88     -       431.315  (meters)    1415.07   (feet)  ADJUSTED  
 DU0711  ___________________________________________________________________
 DU0711  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU0711  DYNAMIC HT  -         430.800 (meters)    1413.38  (feet)  COMP
 DU0711  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 DU0711  OBS GRAVITY -     979,434.8   (mgal)                       GRAV_OBS
 DU0711
 DU0711  VERT ORDER  -  FIRST     CLASS II
 DU0711
 DU0711.The horizontal coordinates were scaled from a topographic map and have
 DU0711.an estimated accuracy of +/- 6 seconds.
 DU0711
 DU0711.The orthometric height was determined by differential leveling
 DU0711.and adjusted in November 1993.
 DU0711
 DU0711.The geoid height was determined by GEOID03.
 DU0711
 DU0711.The dynamic height is computed by dividing the NAVD 88
 DU0711.geopotential number by the normal gravity value computed on the
 DU0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0711.degrees latitude (g = 980.6199 gals.).
 DU0711
 DU0711.The modeled gravity was interpolated from observed gravity values.
 DU0711.The observed gravity was obtained from relative gravimeter ties
 DU0711.to the IGSN71 gravity network.
 DU0711
 DU0711;                    North         East    Units  Estimated Accuracy
 DU0711;SPC AZ C     -   267,860.      235,010.      MT  (+/- 180 meters Scaled)
 DU0711
 DU0711                          SUPERSEDED SURVEY CONTROL
 DU0711
 DU0711  NAVD 88 (06/15/91)  431.361  (m)         1415.22   (f) UNKNOWN     1 2
 DU0711
 DU0711.Superseded values are not recommended for survey control.
 DU0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0711.See file dsdata.txt to determine how the superseded data were derived.
 DU0711
 DU0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364975(NAD 83)
 DU0711_MARKER: DD = SURVEY DISK
 DU0711_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0711_SP_SET: CONCRETE HEADWALL
 DU0711_STAMPING: 1417.61 423+36.5 1963
 DU0711_MARK LOGO: AZHD  
 DU0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0711+STABILITY: SURFACE MOTION
 DU0711
 DU0711  HISTORY     - Date     Condition        Report By
 DU0711  HISTORY     - 1963     MONUMENTED       AZHD
 DU0711  HISTORY     - 1967     GOOD             NGS
 DU0711  HISTORY     - 1975     GOOD             NGS
 DU0711  HISTORY     - 1980     GOOD             NGS
 DU0711  HISTORY     - 1981     GOOD             AZDT
 DU0711  HISTORY     - 1984     GOOD             AZDT
 DU0711  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0711  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0711
 DU0711                          STATION DESCRIPTION
 DU0711
 DU0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0711'1.0 MI E FROM BUCKHORN.
 DU0711'ABOUT 1.0 MILE EAST ALONG U. S. HIGHWAYS 60, 70, 80, AND 89 FROM THE
 DU0711'POST OFFICE AT BUCKHORN, IN SECTION 19, T 1 N, R 7 E, 116 FEET
 DU0711'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U. S. HIGHWAYS 60, 70,
 DU0711'80 AND 89, POWERS ROAD WHICH LEADS SOUTH, AND BUSH HIGHWAY WHICH LEADS
 DU0711'NORTH, 27 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF
 DU0711'U.S. HIGHWAYS 60, 70, 80 AND 89, 94 FEET EAST OF THE CENTER LINE OF
 DU0711'POWERS ROAD, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD
 DU0711'WALL OF A CONCRETE CULVERT UNDER THE U. S. HIGHWAYS, AND ABOUT 1/2
 DU0711'FOOT ABOVE THE HIGHWAYS.
 DU0711
 DU0711                          STATION RECOVERY (1975)
 DU0711
 DU0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0711'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0711'DOWNTOWN MESA TO BUSH HIGHWAY.  MARK IS 116 FEET SOUTHEAST OF THE
 DU0711'CENTER OF THE INTERSECTION OF U.S. HIGHWAY 60, 70, 80 AND 89, POWERS
 DU0711'ROAD WHICH LEADS SOUTH, AND BUSH HIGHWAY WHICH LEADS NORTH, 27 FEET
 DU0711'SOUTH OF THE EASTBOUND CENTERLINE OF U.S. HIGHWAY 60, 70, 80 AND 89
 DU0711'AND 65 FEET EAST OF CENTERLINE OF POWERS ROAD, OPPOSITE AND NORTH OF
 DU0711'SAMBOS RESTAURANT, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 DU0711'HEADWALL OF A CONCRETE CULVERT UNDER THE U.S. HIGHWAY AND ABOUT 1/2
 DU0711'FOOT ABOVE THE LEVEL OF THE HIGHWAYS.  SEC 19, T 1N, R 7E.
 DU0711
 DU0711                          STATION RECOVERY (1980)
 DU0711
 DU0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0711'RECOVERED IN GOOD CONDITION.
 DU0711
 DU0711                          STATION RECOVERY (1981)
 DU0711
 DU0711'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU0711'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, AT
 DU0711'SOUTHEAST CORNER OF INTERSECTION OF POWER ROAD AND U.S. 60, ABOUT 65
 DU0711'FT (19.81) METERS EAST OF THE EAST SIDE OF POWER ROAD, 3 FT
 DU0711'(.91 METERS) SOUTH OF THE EDGE OF U.S. 60, OPPOSITE AND NORTH OF
 DU0711'SAMBOS RESTAURANT, A STANDARD AZHD BRASS CAP SET IN CONCRETE HEADWALL.
 DU0711
 DU0711                          STATION RECOVERY (1984)
 DU0711
 DU0711'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU0711'RECOVERED IN GOOD CONDITION.
 DU0711
 DU0711                          STATION RECOVERY (1992)
 DU0711
 DU0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0711'MARK NOT FOUND.
 DU0711
 DU0711                          STATION RECOVERY (2008)
 DU0711
 DU0711'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0711'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DU0711'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0640 ***********************************************************************
 DU0640  DESIGNATION -  HWY 60 STA 423+66
 DU0640  PID         -  DU0640
 DU0640  STATE/COUNTY-  AZ/MARICOPA
 DU0640  USGS QUAD   -  BUCKHORN (1982)
 DU0640
 DU0640                         *CURRENT SURVEY CONTROL
 DU0640  ___________________________________________________________________
 DU0640* NAD 83(1986)-  33 24 57.     (N)    111 41 02.     (W)     SCALED    
 DU0640* NAVD 88     -       431.421  (meters)    1415.42   (feet)  ADJUSTED  
 DU0640  ___________________________________________________________________
 DU0640  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU0640  DYNAMIC HT  -         430.906 (meters)    1413.73  (feet)  COMP
 DU0640  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 DU0640
 DU0640  VERT ORDER  -  FIRST     CLASS II
 DU0640
 DU0640.The horizontal coordinates were scaled from a topographic map and have
 DU0640.an estimated accuracy of +/- 6 seconds.
 DU0640
 DU0640.The orthometric height was determined by differential leveling
 DU0640.and adjusted in November 1993.
 DU0640
 DU0640.The geoid height was determined by GEOID03.
 DU0640
 DU0640.The dynamic height is computed by dividing the NAVD 88
 DU0640.geopotential number by the normal gravity value computed on the
 DU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0640.degrees latitude (g = 980.6199 gals.).
 DU0640
 DU0640.The modeled gravity was interpolated from observed gravity values.
 DU0640
 DU0640;                    North         East    Units  Estimated Accuracy
 DU0640;SPC AZ C     -   267,890.      235,010.      MT  (+/- 180 meters Scaled)
 DU0640
 DU0640                          SUPERSEDED SURVEY CONTROL
 DU0640
 DU0640  NAVD 88 (06/15/91)  431.467  (m)         1415.57   (f) UNKNOWN     1 2
 DU0640  NGVD 29 (??/??/92)  431.460  (m)         1415.55   (f) ADJ UNCH    1 2
 DU0640
 DU0640.Superseded values are not recommended for survey control.
 DU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0640.See file dsdata.txt to determine how the superseded data were derived.
 DU0640
 DU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364975(NAD 83)
 DU0640_MARKER: DD = SURVEY DISK
 DU0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0640_SP_SET: CULVERT
 DU0640_STAMPING: 1417.79 423+66 1960
 DU0640_MARK LOGO: AZHD  
 DU0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0640
 DU0640  HISTORY     - Date     Condition        Report By
 DU0640  HISTORY     - 1960     MONUMENTED       AZHD
 DU0640  HISTORY     - 1967     GOOD             NGS
 DU0640  HISTORY     - 1980     GOOD             NGS
 DU0640  HISTORY     - 1981     GOOD             AZDT
 DU0640  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0640  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0640
 DU0640                          STATION DESCRIPTION
 DU0640
 DU0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0640'1.0 MI E FROM BUCKHORN.
 DU0640'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM THE POST
 DU0640'OFFICE AT BUCKHORN, IN S 19, T 1 N, R 7 E, 141 FEET NORTHEAST OF THE
 DU0640'CENTER OF THE INTERSECTION OF THE HIGHWAYS, POWERS ROAD WHICH LEADS
 DU0640'SOUTH AND BUSH HIGHWAY WHICH LEADS NORTH, 36 FEET NORTH OF THE CENTER
 DU0640'LINE OF THE NORTH TRAFFIC LANE OF U.S. HIGHWAYS 60, 70, 80 AND 89, 130
 DU0640'FEET EAST OF THE CENTER LINE OF BUSH HIGHWAY, SET IN THE CENTER OF THE
 DU0640'NORTH CONCRETE HEAD WALL OF A CULVERT UNDER U.S. HIGHWAYS 60, 70, 80
 DU0640'AND 89, AND ABOUT LEVEL WITH THE HIGHWAYS.
 DU0640
 DU0640                          STATION RECOVERY (1980)
 DU0640
 DU0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0640'RECOVERED IN GOOD CONDITION.
 DU0640
 DU0640                          STATION RECOVERY (1981)
 DU0640
 DU0640'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU0640'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, AT
 DU0640'INTERSECTION OF POWER ROAD AND U.S. 60, ON NORTHEAST CORNER, 36 FT
 DU0640'(10.96 METERS) NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF
 DU0640'U.S. 60, 130 FT (39.62 METERS) EAST OF THE CENTER LINE OF POWER ROAD.
 DU0640'SET IN THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A CULVERT UNDER
 DU0640'U.S. 60 AND LEVEL WITH THE HIGHWAY, A STANDARD AZHD BRASS CAP SET IN
 DU0640'CONCRETE HEADWALL.
 DU0640
 DU0640                          STATION RECOVERY (1992)
 DU0640
 DU0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0640'MARK NOT FOUND.
 DU0640
 DU0640                          STATION RECOVERY (2008)
 DU0640
 DU0640'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0640'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DU0640'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1390 ***********************************************************************
 DU1390  DESIGNATION -  HWY 60 STA 479+95
 DU1390  PID         -  DU1390
 DU1390  STATE/COUNTY-  AZ/MARICOPA
 DU1390  USGS QUAD   -  BUCKHORN (1982)
 DU1390
 DU1390                         *CURRENT SURVEY CONTROL
 DU1390  ___________________________________________________________________
 DU1390* NAD 83(1986)-  33 24 54.     (N)    111 39 56.     (W)     SCALED    
 DU1390* NAVD 88     -       442.695  (meters)    1452.41   (feet)  ADJUSTED  
 DU1390  ___________________________________________________________________
 DU1390  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU1390  DYNAMIC HT  -         442.165 (meters)    1450.67  (feet)  COMP
 DU1390  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 DU1390
 DU1390  VERT ORDER  -  FIRST     CLASS II
 DU1390
 DU1390.The horizontal coordinates were scaled from a topographic map and have
 DU1390.an estimated accuracy of +/- 6 seconds.
 DU1390
 DU1390.The orthometric height was determined by differential leveling
 DU1390.and adjusted in November 1993.
 DU1390.WARNING-Repeat measurements at this control monument indicate possible
 DU1390.vertical movement.
 DU1390
 DU1390.The geoid height was determined by GEOID03.
 DU1390
 DU1390.The dynamic height is computed by dividing the NAVD 88
 DU1390.geopotential number by the normal gravity value computed on the
 DU1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1390.degrees latitude (g = 980.6199 gals.).
 DU1390
 DU1390.The modeled gravity was interpolated from observed gravity values.
 DU1390
 DU1390;                    North         East    Units  Estimated Accuracy
 DU1390;SPC AZ C     -   267,800.      236,710.      MT  (+/- 180 meters Scaled)
 DU1390
 DU1390                          SUPERSEDED SURVEY CONTROL
 DU1390
 DU1390.No superseded survey control is available for this station.
 DU1390
 DU1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB381974(NAD 83)
 DU1390_MARKER: DD = SURVEY DISK
 DU1390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1390_SP_SET: HEADWALL
 DU1390_STAMPING: 1453.31 479+95
 DU1390_MARK LOGO: AZHD  
 DU1390_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1390+STABILITY: SURFACE MOTION
 DU1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1390+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 DU1390
 DU1390  HISTORY     - Date     Condition        Report By
 DU1390  HISTORY     - UNK      MONUMENTED       AZHD
 DU1390  HISTORY     - 1975     GOOD             AZDT
 DU1390  HISTORY     - 1981     GOOD             AZDT
 DU1390  HISTORY     - 1984     GOOD             AZDT
 DU1390  HISTORY     - 19920120 GOOD             NGS
 DU1390  HISTORY     - 20060901 GOOD             GEOCAC
 DU1390
 DU1390                          STATION DESCRIPTION
 DU1390
 DU1390'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1390'8.85 MI E FROM MESA.
 DU1390'FROM MILEPOST 189, U.S. 60 AND 70, ALSO 76TH ST., EAST ON U.S. 60 AND
 DU1390'70 FOR 0.15 MILES AND TO THE STATION ON THE LEFT.  NORTH OF THE WEST
 DU1390'BOUND LANE OF U.S. 60 AND 70.  150 FT. WEST OF 77TH ST.  AN AHD BRASS
 DU1390'CAP, SET IN THE TOP AND CENTER OF A CONCRETE CULVERT HEADWALL.
 DU1390
 DU1390                          STATION RECOVERY (1981)
 DU1390
 DU1390'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1390'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 1.15 MI
 DU1390'(1.9 KM) EAST OF JUNCTION OF US 60 AND POWER ROAD, NORTH OF THE WEST
 DU1390'BOUND LANE OF U.S. 60 AND 150 FT (45.72 METERS) WEST OF 77TH STREET,
 DU1390'AN AZHD BRASS CAP SET IN THE TOP AND CENTER OF A CONCRETE CULVERT
 DU1390'HEADWALL.
 DU1390
 DU1390                          STATION RECOVERY (1984)
 DU1390
 DU1390'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1390'RECOVERED IN GOOD CONDITION.
 DU1390
 DU1390                          STATION RECOVERY (1992)
 DU1390
 DU1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1390'15.7 KM (9.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1390'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU1390'THE CENTER OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 18.2 M (59.7
 DU1390'FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO THE APACHE SANDS CAR
 DU1390'WASH, 5.8 M (19.0 FT) NORTH OF THE NEAR CENTERLINE OF THE WESTBOUND
 DU1390'LANES OF THE HIGHWAY, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE
 DU1390'HIGHWAY.
 DU1390
 DU1390                          STATION RECOVERY (2006)
 DU1390
 DU1390'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1392 ***********************************************************************
 DU1392  DESIGNATION -  HWY 60 STA 500+87
 DU1392  PID         -  DU1392
 DU1392  STATE/COUNTY-  AZ/MARICOPA
 DU1392  USGS QUAD   -  BUCKHORN (1982)
 DU1392
 DU1392                         *CURRENT SURVEY CONTROL
 DU1392  ___________________________________________________________________
 DU1392* NAD 83(1986)-  33 24 55.     (N)    111 39 18.     (W)     SCALED    
 DU1392* NAVD 88     -       448.523  (meters)    1471.53   (feet)  ADJUSTED  
 DU1392  ___________________________________________________________________
 DU1392  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1392  DYNAMIC HT  -         447.986 (meters)    1469.77  (feet)  COMP
 DU1392  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 DU1392
 DU1392  VERT ORDER  -  FIRST     CLASS II
 DU1392
 DU1392.The horizontal coordinates were scaled from a topographic map and have
 DU1392.an estimated accuracy of +/- 6 seconds.
 DU1392
 DU1392.The orthometric height was determined by differential leveling
 DU1392.and adjusted in November 1993.
 DU1392
 DU1392.The geoid height was determined by GEOID03.
 DU1392
 DU1392.The dynamic height is computed by dividing the NAVD 88
 DU1392.geopotential number by the normal gravity value computed on the
 DU1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1392.degrees latitude (g = 980.6199 gals.).
 DU1392
 DU1392.The modeled gravity was interpolated from observed gravity values.
 DU1392
 DU1392;                    North         East    Units  Estimated Accuracy
 DU1392;SPC AZ C     -   267,840.      237,700.      MT  (+/- 180 meters Scaled)
 DU1392
 DU1392                          SUPERSEDED SURVEY CONTROL
 DU1392
 DU1392.No superseded survey control is available for this station.
 DU1392
 DU1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB391975(NAD 83)
 DU1392_MARKER: DD = SURVEY DISK
 DU1392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1392_SP_SET: HEADWALL
 DU1392_STAMPING: 1469.52 500+87 1960
 DU1392_MARK LOGO: AZHD  
 DU1392_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1392+STABILITY: SURFACE MOTION
 DU1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1392+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DU1392
 DU1392  HISTORY     - Date     Condition        Report By
 DU1392  HISTORY     - UNK      MONUMENTED       AZDT
 DU1392  HISTORY     - 1975     GOOD             AZDT
 DU1392  HISTORY     - 1975     GOOD             NGS
 DU1392  HISTORY     - 1981     GOOD             AZDT
 DU1392  HISTORY     - 1984     GOOD             AZDT
 DU1392  HISTORY     - 19920120 GOOD             NGS
 DU1392  HISTORY     - 20060904 GOOD             GEOCAC
 DU1392
 DU1392                          STATION DESCRIPTION
 DU1392
 DU1392'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1392'8.75 MI E FROM MESA.
 DU1392'FROM MILEPOST 189, U.S. 60 AND 70, ALSO 76TH ST., EAST ON U.S. 60 AND
 DU1392'70 FOR 0.5 MILES AND TO THE STATION ON THE LEFT.  NORTH OF THE WEST
 DU1392'BOUND LANE OF U.S. 60 AND 70.  ABOUT 80 FT. WEST OF THE CENTERLINE OF
 DU1392'80TH ST. NORTH.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A
 DU1392'CONCRETE CULVERT HEADWALL.
 DU1392
 DU1392                          STATION RECOVERY (1975)
 DU1392
 DU1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU1392'ABOUT 6.1 MILES WEST ALONG U.S. HWY. 60-70-80 AND 89 FROM ITS JUNCTION
 DU1392'WITH STATE ROUTE 88 AT APACHE JUNCTION, 24.5 FEET NORTH OF THE EAST
 DU1392'BOUND CENTERLINE AND IN THE MEDIAN, SET ON THE TOP AND IN THE CENTER
 DU1392'OF A 15 FOOT LONG CONCRETE HEADWALL AND LEVEL WITH THE PAVEMENT.
 DU1392
 DU1392                          STATION RECOVERY (1981)
 DU1392
 DU1392'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1392'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 1.5 MI
 DU1392'(2.4 KM) EAST OF JUNCTION OF US 60 AND POWER ROAD, NORTH OF THE WEST
 DU1392'BOUND LANE OF U.S. 60, ABOUT 80 FEET (24.38 METERS) WEST OF THE
 DU1392'CENTERLINE OF 80TH STREET NORTH, AN AZHD BRASS CAP SET IN THE TOP AND
 DU1392'CENTER OF A CONCRETE CULVERT HEADWALL.
 DU1392
 DU1392                          STATION RECOVERY (1984)
 DU1392
 DU1392'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1392'RECOVERED IN GOOD CONDITION.
 DU1392
 DU1392                          STATION RECOVERY (1992)
 DU1392
 DU1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1392'16.9 KM (10.50 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1392'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU1392'THE CENTER OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 19.0 M (62.3
 DU1392'FT) WEST OF THE CENTER OF 80TH STREET NORTH, AND 5.5 M (18.0 FT)
 DU1392'NORTH OF AND LEVEL WITH THE NEAR CENTERLINE OF THE WESTBOUND LANES OF
 DU1392'THE HIGHWAY.  NOTE--THE ORIGINAL DESCRIPTION HAS THE DESIGNATION AND
 DU1392'STAMPING AS 1469.62 500+87, BUT IT IS STAMPED 1469.52 500+87 1960.
 DU1392
 DU1392                          STATION RECOVERY (2006)
 DU1392
 DU1392'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1396 ***********************************************************************
 DU1396  DESIGNATION -  HWY 60 STA 514+20.44
 DU1396  PID         -  DU1396
 DU1396  STATE/COUNTY-  AZ/MARICOPA
 DU1396  USGS QUAD   -  BUCKHORN (1982)
 DU1396
 DU1396                         *CURRENT SURVEY CONTROL
 DU1396  ___________________________________________________________________
 DU1396* NAD 83(1986)-  33 24 54.     (N)    111 39 20.     (W)     SCALED    
 DU1396* NAVD 88     -       451.805  (meters)    1482.30   (feet)  ADJUSTED  
 DU1396  ___________________________________________________________________
 DU1396  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1396  DYNAMIC HT  -         451.264 (meters)    1480.52  (feet)  COMP
 DU1396  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 DU1396
 DU1396  VERT ORDER  -  FIRST     CLASS I
 DU1396
 DU1396.The horizontal coordinates were scaled from a topographic map and have
 DU1396.an estimated accuracy of +/- 6 seconds.
 DU1396
 DU1396.The orthometric height was determined by differential leveling
 DU1396.and adjusted in November 1993.
 DU1396
 DU1396.The geoid height was determined by GEOID03.
 DU1396
 DU1396.The dynamic height is computed by dividing the NAVD 88
 DU1396.geopotential number by the normal gravity value computed on the
 DU1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1396.degrees latitude (g = 980.6199 gals.).
 DU1396
 DU1396.The modeled gravity was interpolated from observed gravity values.
 DU1396
 DU1396;                    North         East    Units  Estimated Accuracy
 DU1396;SPC AZ C     -   267,800.      237,640.      MT  (+/- 180 meters Scaled)
 DU1396
 DU1396                          SUPERSEDED SURVEY CONTROL
 DU1396
 DU1396  NGVD 29 (??/??/92)  451.222  (m)         1480.38   (f) ADJ UNCH    1 1
 DU1396
 DU1396.Superseded values are not recommended for survey control.
 DU1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1396.See file dsdata.txt to determine how the superseded data were derived.
 DU1396
 DU1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB390974(NAD 83)
 DU1396_MARKER: DD = SURVEY DISK
 DU1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1396_STAMPING: 514+20.44
 DU1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1396+STABILITY: SURFACE MOTION
 DU1396
 DU1396  HISTORY     - Date     Condition        Report By
 DU1396  HISTORY     - UNK      MONUMENTED       AZDT
 DU1396  HISTORY     - 1975     GOOD             AZDT
 DU1396  HISTORY     - 1984     GOOD             AZDT
 DU1396  HISTORY     - 20070126 MARK NOT FOUND   GEOCAC
 DU1396
 DU1396                          STATION DESCRIPTION
 DU1396
 DU1396'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1396'6.7 MI W FROM APACHE JUNCTION.
 DU1396'FROM MILEPOST 190, U.S. 60 AND 70, ALSO 84TH ST, WEST ON U.S. 60 AND
 DU1396'70 FOR 0.3 MILES AN TO THE STATION ON THE RIGHT.  ON THE WEST SLOPE OF
 DU1396'TWIN KNOLLS.  ABOUT 25 FT. NORTH OF AND 3 FT. ABOVE THE NORTH EDGE OF
 DU1396'THE WEST BOUND LANE OF U.S. 60 AND 70.  AN AHD BRASS CAP, SET IN AN 8
 DU1396'IN. CONCRETE POST, UP 0.5 FT.
 DU1396
 DU1396                          STATION RECOVERY (1984)
 DU1396
 DU1396'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1396'RECOVERED IN GOOD CONDITION.
 DU1396
 DU1396                          STATION RECOVERY (2007)
 DU1396
 DU1396'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1505 ***********************************************************************
 DU1505  DESIGNATION -  HWY 60 STA 933+40
 DU1505  PID         -  DU1505
 DU1505  STATE/COUNTY-  AZ/PINAL
 DU1505  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1505
 DU1505                         *CURRENT SURVEY CONTROL
 DU1505  ___________________________________________________________________
 DU1505* NAD 83(1986)-  33 24 00.     (N)    111 31 26.     (W)     SCALED    
 DU1505* NAVD 88     -       521.631  (meters)    1711.38   (feet)  ADJUSTED  
 DU1505  ___________________________________________________________________
 DU1505  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1505  DYNAMIC HT  -         520.995 (meters)    1709.30  (feet)  COMP
 DU1505  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 DU1505
 DU1505  VERT ORDER  -  FIRST     CLASS I
 DU1505
 DU1505.The horizontal coordinates were scaled from a topographic map and have
 DU1505.an estimated accuracy of +/- 6 seconds.
 DU1505
 DU1505.The orthometric height was determined by differential leveling
 DU1505.and adjusted in November 1993.
 DU1505
 DU1505.The geoid height was determined by GEOID03.
 DU1505
 DU1505.The dynamic height is computed by dividing the NAVD 88
 DU1505.geopotential number by the normal gravity value computed on the
 DU1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1505.degrees latitude (g = 980.6199 gals.).
 DU1505
 DU1505.The modeled gravity was interpolated from observed gravity values.
 DU1505
 DU1505;                    North         East    Units  Estimated Accuracy
 DU1505;SPC AZ C     -   266,180.      249,900.      MT  (+/- 180 meters Scaled)
 DU1505
 DU1505                          SUPERSEDED SURVEY CONTROL
 DU1505
 DU1505.No superseded survey control is available for this station.
 DU1505
 DU1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB512957(NAD 83)
 DU1505_MARKER: DD = SURVEY DISK
 DU1505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1505_SP_SET: HEADWALL
 DU1505_STAMPING: 933+40
 DU1505_MARK LOGO: AZHD  
 DU1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1505+STABILITY: SURFACE MOTION
 DU1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1505+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU1505
 DU1505  HISTORY     - Date     Condition        Report By
 DU1505  HISTORY     - UNK      MONUMENTED       AZDT
 DU1505  HISTORY     - 1975     GOOD             AZDT
 DU1505  HISTORY     - 1984     GOOD             AZDT
 DU1505  HISTORY     - 20061227 GOOD             GEOCAC
 DU1505
 DU1505                          STATION DESCRIPTION
 DU1505
 DU1505'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1505'0.95 MI SE FROM PALM SPRINGS.
 DU1505'FROM MILEPOST 197, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.7
 DU1505'MILES AND TO THE STATION ON THE RIGHT.  ON A CULVERT HEADWALL, SOUTH
 DU1505'OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A CONCRETE CULVERT
 DU1505'HEADWALL.
 DU1505
 DU1505                          STATION RECOVERY (1984)
 DU1505
 DU1505'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1505'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  3.19 KM.  (1.98
 DU1505'MI.) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 DU1505'HIGHWAY 88 AT APACHE JUNCTION TO THE STATION ON THE RIGHT.
 DU1505
 DU1505                          STATION RECOVERY (2006)
 DU1505
 DU1505'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1499 ***********************************************************************
 DU1499  DESIGNATION -  HWY 60 STA 966+71
 DU1499  PID         -  DU1499
 DU1499  STATE/COUNTY-  AZ/PINAL
 DU1499  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1499
 DU1499                         *CURRENT SURVEY CONTROL
 DU1499  ___________________________________________________________________
 DU1499* NAD 83(1986)-  33 23 36.     (N)    111 30 50.     (W)     SCALED    
 DU1499* NAVD 88     -       521.904  (meters)    1712.28   (feet)  ADJUSTED  
 DU1499  ___________________________________________________________________
 DU1499  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1499  DYNAMIC HT  -         521.267 (meters)    1710.19  (feet)  COMP
 DU1499  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 DU1499
 DU1499  VERT ORDER  -  FIRST     CLASS I
 DU1499
 DU1499.The horizontal coordinates were scaled from a topographic map and have
 DU1499.an estimated accuracy of +/- 6 seconds.
 DU1499
 DU1499.The orthometric height was determined by differential leveling
 DU1499.and adjusted in November 1993.
 DU1499
 DU1499.The geoid height was determined by GEOID03.
 DU1499
 DU1499.The dynamic height is computed by dividing the NAVD 88
 DU1499.geopotential number by the normal gravity value computed on the
 DU1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1499.degrees latitude (g = 980.6199 gals.).
 DU1499
 DU1499.The modeled gravity was interpolated from observed gravity values.
 DU1499
 DU1499;                    North         East    Units  Estimated Accuracy
 DU1499;SPC AZ C     -   265,440.      250,830.      MT  (+/- 180 meters Scaled)
 DU1499
 DU1499                          SUPERSEDED SURVEY CONTROL
 DU1499
 DU1499.No superseded survey control is available for this station.
 DU1499
 DU1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522950(NAD 83)
 DU1499_MARKER: DD = SURVEY DISK
 DU1499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1499_SP_SET: HEADWALL
 DU1499_STAMPING: 966+71
 DU1499_MARK LOGO: AZHD  
 DU1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1499+STABILITY: SURFACE MOTION
 DU1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1499+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2007
 DU1499
 DU1499  HISTORY     - Date     Condition        Report By
 DU1499  HISTORY     - UNK      MONUMENTED       AZDT
 DU1499  HISTORY     - 1975     GOOD             AZDT
 DU1499  HISTORY     - 1984     GOOD             AZDT
 DU1499  HISTORY     - 20070304 GOOD             GEOCAC
 DU1499
 DU1499                          STATION DESCRIPTION
 DU1499
 DU1499'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1499'1.6 MI SE FROM PALM SPRINGS.
 DU1499'FROM MILEPOST 198, U.S. 60, 70, AND 80, EAST ON THE HIGHWAY FOR 0.35
 DU1499'MILES AND TO THE STATION ON THE RIGHT.  ON A CONCRETE CULVERT
 DU1499'HEADWALL, SOUTH OF THE EAST BOUND LANE.  AN AHD BRASS CAP, SET IN A
 DU1499'CONCRETE CULVERT HEADWALL.
 DU1499
 DU1499                          STATION RECOVERY (1984)
 DU1499
 DU1499'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1499'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  4.17 KM.  (2.59
 DU1499'MI.) SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 DU1499'HIGHWAY 88 AT APACHE JUNCTION TO THE STATION ON THE RIGHT.
 DU1499
 DU1499                          STATION RECOVERY (2007)
 DU1499
 DU1499'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0540 ***********************************************************************
 DU0540  DESIGNATION -  HWY 89 STA 1480.17
 DU0540  PID         -  DU0540
 DU0540  STATE/COUNTY-  AZ/PINAL
 DU0540  USGS QUAD   -  FLORENCE (1981)
 DU0540
 DU0540                         *CURRENT SURVEY CONTROL
 DU0540  ___________________________________________________________________
 DU0540* NAD 83(1986)-  33 02 42.     (N)    111 22 45.     (W)     SCALED    
 DU0540* NAVD 88     -       451.474  (meters)    1481.21   (feet)  ADJUSTED  
 DU0540  ___________________________________________________________________
 DU0540  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0540  DYNAMIC HT  -         450.919 (meters)    1479.39  (feet)  COMP
 DU0540  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 DU0540  OBS GRAVITY -     979,395.7   (mgal)                       GRAV_OBS
 DU0540
 DU0540  VERT ORDER  -  FIRST     CLASS II
 DU0540
 DU0540.The horizontal coordinates were scaled from a topographic map and have
 DU0540.an estimated accuracy of +/- 6 seconds.
 DU0540
 DU0540.The orthometric height was determined by differential leveling
 DU0540.and adjusted in November 1993.
 DU0540
 DU0540.The geoid height was determined by GEOID03.
 DU0540
 DU0540.The dynamic height is computed by dividing the NAVD 88
 DU0540.geopotential number by the normal gravity value computed on the
 DU0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0540.degrees latitude (g = 980.6199 gals.).
 DU0540
 DU0540.The modeled gravity was interpolated from observed gravity values.
 DU0540.The observed gravity was obtained from relative gravimeter ties
 DU0540.to the IGSN71 gravity network.
 DU0540
 DU0540;                    North         East    Units  Estimated Accuracy
 DU0540;SPC AZ C     -   226,870.      263,560.      MT  (+/- 180 meters Scaled)
 DU0540
 DU0540                          SUPERSEDED SURVEY CONTROL
 DU0540
 DU0540  NGVD 29 (??/??/92)  450.898  (m)         1479.32   (f) ADJ UNCH    1 2
 DU0540
 DU0540.Superseded values are not recommended for survey control.
 DU0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0540.See file dsdata.txt to determine how the superseded data were derived.
 DU0540
 DU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB645563(NAD 83)
 DU0540_MARKER: DD = SURVEY DISK
 DU0540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0540_SP_SET: HEADWALL
 DU0540_STAMPING: 1480.17
 DU0540_MARK LOGO: AZHD  
 DU0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0540+STABILITY: SURFACE MOTION
 DU0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0540+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU0540
 DU0540  HISTORY     - Date     Condition        Report By
 DU0540  HISTORY     - UNK      MONUMENTED       AZHD
 DU0540  HISTORY     - 1967     GOOD             CGS
 DU0540  HISTORY     - 19920110 GOOD             NGS
 DU0540  HISTORY     - 20080416 GOOD             GEOCAC
 DU0540
 DU0540                          STATION DESCRIPTION
 DU0540
 DU0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0540'1.0 MI NE FROM FLORENCE.
 DU0540'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0540'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0540'89 BUISNESS ROUTE, THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAY 80-89, IN
 DU0540'S 36, T 4 S, R 9 E, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 DU0540'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURB FOR THE
 DU0540'GUARD RAIL OF A HIGHWAY BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 DU0540'THE HIGHWAY.
 DU0540
 DU0540                          STATION RECOVERY (1992)
 DU0540
 DU0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0540'1.2 KM (0.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0540'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE, IN
 DU0540'TOP OF AND 1.2 M (3.9 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DU0540'HEADWALL OF A CULVERT, 6.8 M (22.3 FT) WEST OF THE HIGHWAY
 DU0540'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 DU0540
 DU0540                          STATION RECOVERY (2008)
 DU0540
 DU0540'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0541 ***********************************************************************
 DU0541  DESIGNATION -  HWY 89 STA 157+08 1488.83
 DU0541  PID         -  DU0541
 DU0541  STATE/COUNTY-  AZ/PINAL
 DU0541  USGS QUAD   -  FLORENCE (1981)
 DU0541
 DU0541                         *CURRENT SURVEY CONTROL
 DU0541  ___________________________________________________________________
 DU0541* NAD 83(1986)-  33 03 16.     (N)    111 22 44.     (W)     SCALED    
 DU0541* NAVD 88     -       454.231  (meters)    1490.26   (feet)  ADJUSTED  
 DU0541  ___________________________________________________________________
 DU0541  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0541  DYNAMIC HT  -         453.673 (meters)    1488.43  (feet)  COMP
 DU0541  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 DU0541  OBS GRAVITY -     979,395.6   (mgal)                       GRAV_OBS
 DU0541
 DU0541  VERT ORDER  -  FIRST     CLASS II
 DU0541
 DU0541.The horizontal coordinates were scaled from a topographic map and have
 DU0541.an estimated accuracy of +/- 6 seconds.
 DU0541
 DU0541.The orthometric height was determined by differential leveling
 DU0541.and adjusted in November 1993.
 DU0541
 DU0541.The geoid height was determined by GEOID03.
 DU0541
 DU0541.The dynamic height is computed by dividing the NAVD 88
 DU0541.geopotential number by the normal gravity value computed on the
 DU0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0541.degrees latitude (g = 980.6199 gals.).
 DU0541
 DU0541.The modeled gravity was interpolated from observed gravity values.
 DU0541.The observed gravity was obtained from relative gravimeter ties
 DU0541.to the IGSN71 gravity network.
 DU0541
 DU0541;                    North         East    Units  Estimated Accuracy
 DU0541;SPC AZ C     -   227,920.      263,580.      MT  (+/- 180 meters Scaled)
 DU0541
 DU0541                          SUPERSEDED SURVEY CONTROL
 DU0541
 DU0541  NGVD 29 (??/??/92)  453.651  (m)         1488.35   (f) ADJ UNCH    1 2
 DU0541
 DU0541.Superseded values are not recommended for survey control.
 DU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0541.See file dsdata.txt to determine how the superseded data were derived.
 DU0541
 DU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB646573(NAD 83)
 DU0541_MARKER: DB = BENCH MARK DISK
 DU0541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU0541_SP_SET: ABUTMENT
 DU0541_STAMPING: 1488.83 157+08 1956
 DU0541_MARK LOGO: AZHD  
 DU0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0541+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU0541
 DU0541  HISTORY     - Date     Condition        Report By
 DU0541  HISTORY     - UNK      MONUMENTED       AZHD
 DU0541  HISTORY     - 1967     GOOD             CGS
 DU0541  HISTORY     - 19920110 GOOD             NGS
 DU0541  HISTORY     - 20080416 GOOD             GEOCAC
 DU0541
 DU0541                          STATION DESCRIPTION
 DU0541
 DU0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0541'1.7 MI N FROM FLORENCE.
 DU0541'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0541'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0541'89 BUSINESS ROUTE, THENCE 1.1 MILES NORTH ALONG U.S. HIGHWAY 80-89, IN
 DU0541'S 25, T 4 S, R 9 E, 16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 DU0541'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURB FOR THE
 DU0541'GUARD RAIL OF THE HIGHWAY BRIDGE OVER THE GILA RIVER, AND ABOUT 1 FOOT
 DU0541'ABOVE THE LEVEL OF THE HIGHWAY.
 DU0541
 DU0541                          STATION RECOVERY (1992)
 DU0541
 DU0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0541'2.1 KM (1.30 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0541'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE, IN
 DU0541'TOP OF AND 0.6 M (2.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 DU0541'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE GILA RIVER, 4.9 M (16.1
 DU0541'FT) WEST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DU0541'THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF THE WEST BRIDGE RAIL.
 DU0541
 DU0541                          STATION RECOVERY (2008)
 DU0541
 DU0541'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0542 ***********************************************************************
 DU0542  DESIGNATION -  HWY 89 STA 172+14 1488.82
 DU0542  PID         -  DU0542
 DU0542  STATE/COUNTY-  AZ/PINAL
 DU0542  USGS QUAD   -  FLORENCE (1981)
 DU0542
 DU0542                         *CURRENT SURVEY CONTROL
 DU0542  ___________________________________________________________________
 DU0542* NAD 83(1986)-  33 03 16.     (N)    111 22 44.     (W)     SCALED    
 DU0542* NAVD 88     -       454.240  (meters)    1490.29   (feet)  ADJUSTED  
 DU0542  ___________________________________________________________________
 DU0542  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0542  DYNAMIC HT  -         453.682 (meters)    1488.45  (feet)  COMP
 DU0542  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 DU0542  OBS GRAVITY -     979,396.0   (mgal)                       GRAV_OBS
 DU0542
 DU0542  VERT ORDER  -  FIRST     CLASS II
 DU0542
 DU0542.The horizontal coordinates were scaled from a topographic map and have
 DU0542.an estimated accuracy of +/- 6 seconds.
 DU0542
 DU0542.The orthometric height was determined by differential leveling
 DU0542.and adjusted in November 1993.
 DU0542
 DU0542.The geoid height was determined by GEOID03.
 DU0542
 DU0542.The dynamic height is computed by dividing the NAVD 88
 DU0542.geopotential number by the normal gravity value computed on the
 DU0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0542.degrees latitude (g = 980.6199 gals.).
 DU0542
 DU0542.The modeled gravity was interpolated from observed gravity values.
 DU0542.The observed gravity was obtained from relative gravimeter ties
 DU0542.to the IGSN71 gravity network.
 DU0542
 DU0542;                    North         East    Units  Estimated Accuracy
 DU0542;SPC AZ C     -   227,920.      263,580.      MT  (+/- 180 meters Scaled)
 DU0542
 DU0542                          SUPERSEDED SURVEY CONTROL
 DU0542
 DU0542  NGVD 29 (??/??/92)  453.661  (m)         1488.39   (f) ADJ UNCH    1 2
 DU0542
 DU0542.Superseded values are not recommended for survey control.
 DU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0542.See file dsdata.txt to determine how the superseded data were derived.
 DU0542
 DU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB646573(NAD 83)
 DU0542_MARKER: DD = SURVEY DISK
 DU0542_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU0542_SP_SET: ABUTMENT
 DU0542_STAMPING: 1488.82 172+14 1956
 DU0542_MARK LOGO: AZHD  
 DU0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0542+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 DU0542
 DU0542  HISTORY     - Date     Condition        Report By
 DU0542  HISTORY     - 1956     MONUMENTED       AZHD
 DU0542  HISTORY     - 1967     GOOD             CGS
 DU0542  HISTORY     - 19920110 GOOD             NGS
 DU0542  HISTORY     - 20070324 GOOD             GEOCAC
 DU0542
 DU0542                          STATION DESCRIPTION
 DU0542
 DU0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0542'1.95 MI N FROM FLORENCE.
 DU0542'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0542'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0542'89 BUSINESS ROUTE, THENCE 1.35 MILES NORTH ALONG U.S. HIGHWAY 80-89,
 DU0542'IN S 25, T 4 S, R 9 E, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 DU0542'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE CURB FOR THE
 DU0542'GUARD RAIL OF THE HIGHWAY BRIDGE OVER THE GILA RIVER, AND ABOUT 1 FOOT
 DU0542'ABOVE THE LEVEL OF THE HIGHWAY.
 DU0542
 DU0542                          STATION RECOVERY (1992)
 DU0542
 DU0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0542'2.6 KM (1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0542'FROM THE JUNCTION OF STATE HIIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0542'IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST END OF THE NORTH
 DU0542'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE GILA RIVER, 4.9
 DU0542'M (16.1 FT) EAST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) ABOVE THE
 DU0542'LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) WEST OF THE EAST BRIDGE
 DU0542'RAIL.
 DU0542
 DU0542                          STATION RECOVERY (2007)
 DU0542
 DU0542'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0889 ***********************************************************************
 FQ0889  DESIGNATION -  HWY MK
 FQ0889  PID         -  FQ0889
 FQ0889  STATE/COUNTY-  AZ/COCONINO
 FQ0889  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0889
 FQ0889                         *CURRENT SURVEY CONTROL
 FQ0889  ___________________________________________________________________
 FQ0889* NAD 83(1986)-  35 25 41.     (N)    111 34 10.     (W)     SCALED    
 FQ0889* NAVD 88     -      1989.816  (meters)    6528.25   (feet)  POSTED    
 FQ0889  ___________________________________________________________________
 FQ0889  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0889  DYNAMIC HT  -        1987.100 (meters)    6519.34  (feet)  COMP
 FQ0889  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 FQ0889
 FQ0889  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0889
 FQ0889.The horizontal coordinates were scaled from a topographic map and have
 FQ0889.an estimated accuracy of +/- 6 seconds.
 FQ0889
 FQ0889.The orthometric height was determined by differential leveling
 FQ0889.and adjusted by the  in 1992.
 FQ0889.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0889.rate of 0.0 thru 1.0 mm/km.
 FQ0889
 FQ0889.The geoid height was determined by GEOID03.
 FQ0889
 FQ0889.The dynamic height is computed by dividing the NAVD 88
 FQ0889.geopotential number by the normal gravity value computed on the
 FQ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0889.degrees latitude (g = 980.6199 gals.).
 FQ0889
 FQ0889.The modeled gravity was interpolated from observed gravity values.
 FQ0889
 FQ0889;                    North         East    Units  Estimated Accuracy
 FQ0889;SPC AZ C     -   491,120.      244,890.      MT  (+/- 180 meters Scaled)
 FQ0889
 FQ0889                          SUPERSEDED SURVEY CONTROL
 FQ0889
 FQ0889  NGVD 29 (??/??/92) 1988.87   (m)         6525.2    (f) COMPUTED    3 0
 FQ0889
 FQ0889.Superseded values are not recommended for survey control.
 FQ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0889.See file dsdata.txt to determine how the superseded data were derived.
 FQ0889
 FQ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE483206(NAD 83)
 FQ0889_MARKER: DD = SURVEY DISK
 FQ0889_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0889_SP_SET: CONCRETE HEADWALL
 FQ0889_STAMPING: 1936
 FQ0889_MARK LOGO: AZHD  
 FQ0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0889+STABILITY: SURFACE MOTION
 FQ0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0889+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1959
 FQ0889
 FQ0889  HISTORY     - Date     Condition        Report By
 FQ0889  HISTORY     - 1936     MONUMENTED       AZHD
 FQ0889  HISTORY     - 19590214 GOOD             USGS
 FQ0889
 FQ0889                          STATION DESCRIPTION
 FQ0889
 FQ0889'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0889'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0889'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE JUNCTION TO
 FQ0889'DEADMAN FLAT ROAD, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 FQ0889'THE NORTH CONCRETE HEADWALL OF A CATTLEGUARD.  REPORTED DESTROYED
 FQ0889'1965 USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1924 ***********************************************************************
 DV1924  DESIGNATION -  HYDER
 DV1924  PID         -  DV1924
 DV1924  STATE/COUNTY-  AZ/MARICOPA
 DV1924  USGS QUAD   -  HYDER SE (1982)
 DV1924
 DV1924                         *CURRENT SURVEY CONTROL
 DV1924  ___________________________________________________________________
 DV1924* NAD 83(1992)-  33 03 22.22444(N)    113 15 50.64675(W)     ADJUSTED  
 DV1924* NAVD 88     -       172.97   (+/-2cm)     567.5    (feet)  VERTCON   
 DV1924  ___________________________________________________________________
 DV1924  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DV1924  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 DV1924  HORZ ORDER  -  FIRST
 DV1924  VERT ORDER  -  THIRD ? (See Below)
 DV1924
 DV1924.The horizontal coordinates were established by classical geodetic methods
 DV1924.and adjusted by the National Geodetic Survey in August 1993.
 DV1924
 DV1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1924.The vertical order pertains to the NGVD 29 superseded value.
 DV1924
 DV1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1924
 DV1924.The geoid height was determined by GEOID03.
 DV1924
 DV1924;                    North         East     Units Scale Factor Converg.
 DV1924;SPC AZ C     -   228,787.968    87,528.666   MT  1.00009517   -0 44 06.2
 DV1924;SPC AZ C     -   750,616.69    287,167.54   iFT  1.00009517   -0 44 06.2
 DV1924;UTM  12      - 3,659,793.232   288,611.823   MT  1.00015099   -1 14 07.5
 DV1924
 DV1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1924!SPC AZ C     -   0.99997782  x   1.00009517  =   1.00007299
 DV1924!UTM  12      -   0.99997782  x   1.00015099  =   1.00012881
 DV1924
 DV1924:                Primary Azimuth Mark                     Grid Az
 DV1924:SPC AZ C     -  MONTEZUMA                                031 20 11.4
 DV1924:UTM  12      -  MONTEZUMA                                031 50 12.7
 DV1924
 DV1924|---------------------------------------------------------------------|
 DV1924| PID    Reference Object                     Distance      Geod. Az  |
 DV1924|                                                           dddmmss.s |
 DV1924| DV1919 MONTEZUMA                           APPROX.11.1 KM 0303605.2 |
 DV1924| DV1920 MONTE                               APPROX.11.6 KM 0391704.5 |
 DV1924| CH2541 HYDER RM 2                           18.107 METERS 24201     |
 DV1924| CH2542 HYDER RM 3 AZIMUTH                  119.482 METERS 25940     |
 DV1924| DV1928 TURTLE BACK CAIRN                   APPROX.15.4 KM 3070748.2 |
 DV1924| CH2540 HYDER RM 1                           16.672 METERS 33219     |
 DV1924|---------------------------------------------------------------------|
 DV1924
 DV1924                          SUPERSEDED SURVEY CONTROL
 DV1924
 DV1924  NAD 83(1986)-  33 03 22.21826(N)    113 15 50.65218(W) AD(       ) 1
 DV1924  NAD 27      -  33 03 22.05400(N)    113 15 47.98400(W) AD(       ) 1
 DV1924  NGVD 29 (07/19/86)  172.38   (m)          565.5    (f) LEVELING    3  
 DV1924
 DV1924.Superseded values are not recommended for survey control.
 DV1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1924.See file dsdata.txt to determine how the superseded data were derived.
 DV1924
 DV1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8861259793(NAD 83)
 DV1924_MARKER: DS = TRIANGULATION STATION DISK
 DV1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1924
 DV1924  HISTORY     - Date     Condition        Report By
 DV1924  HISTORY     - 1934     MONUMENTED       CGS
 DV1924  HISTORY     - 1948     GOOD             USGS
 DV1924  HISTORY     - 1950     GOOD             CGS
 DV1924  HISTORY     - 1964     GOOD             USGS
 DV1924  HISTORY     - 1968     GOOD             AMS
 DV1924
 DV1924                          STATION DESCRIPTION
 DV1924
 DV1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV1924'STATION IS LOCATED 5 MILES E OF HYDER, A RAILROAD STATION ON
 DV1924'THE SOUTHERN PACIFIC, 101 FEET S OF THE FENCE ON THE S SIDE
 DV1924'OF THE RAILROAD TRACKS.
 DV1924'
 DV1924'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS. 1 AND 2 ARE
 DV1924'STANDARD BRONZE DISKS SET IN CONCRETE.
 DV1924'
 DV1924'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD BRONZE
 DV1924'DISK SET IN CONCRETE RAILROAD CULVERT OVER FIRST WASH W OF
 DV1924'STATION.
 DV1924'
 DV1924'TO REACH STATION FROM SENTINEL, A TOWN ON U.S. HIGHWAY 80,
 DV1924'GO N ON MAIN-TRAVELED GRADED ROAD 12.0 MILES TO AGUA CALIENTE
 DV1924'HOT SPRINGS, CONTINUE ON MAIN ROAD 2.6 MILES, HYDER IS 1/2
 DV1924'MILE W FROM HERE, CONTINUE STRAIGHT AHEAD 0.4 MILE, TURN
 DV1924'RIGHT ALONG RAILROAD TRACKS, 4.0 MILES TO WHERE ROAD TURNS
 DV1924'LEFT CROSSING RAILROAD TRACKS, CONTINUE STRAIGHT AHEAD ON
 DV1924'RIGHT SIDE OF TRACKS 0.9 MILE TO STATION.
 DV1924
 DV1924                          STATION RECOVERY (1948)
 DV1924
 DV1924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DV1924'RECOVERED AS DESCRIBED BY CGS.
 DV1924
 DV1924                          STATION RECOVERY (1950)
 DV1924
 DV1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1924'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV1924'FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED, THE
 DV1924'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE NOT CHECKED.
 DV1924'
 DV1924'THE STATION WAS REACHED FROM THE RAILROAD STATION IN HYDER,
 DV1924'BY GOING EAST ON A GRAVEL ROAD PARALLELING THE RAILROAD
 DV1924'TRACKS FOR 5.95 MILES TO THE STATION ON THE RIGHT SIDE OF ROAD.
 DV1924
 DV1924                          STATION RECOVERY (1964)
 DV1924
 DV1924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1924'RECOVERED AS DESCRIBED BY CGS.
 DV1924
 DV1924                          STATION RECOVERY (1968)
 DV1924
 DV1924'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 DV1924'STATION MARK, AND R.M. NO. 2 WERE RECOVERED AS DESCRIBED
 DV1924'IN RECOVERY NOTE OF 1934 AZIMUTH MARK SEARCHED FOR BUT NOT
 DV1924'RECOVERED.
 DV1924'
 DV1924'R.M. NO. 1 APPEARS TO HAVE BEEN DISTURBED AS IT PROJECTS ABOUT
 DV1924'ONE FOOT AND ARROW OF R.M. DISK DOES NOT POINT AT STATION
 DV1924'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0163 ***********************************************************************
 DB0163  DESIGNATION -  I
 DB0163  PID         -  DB0163
 DB0163  STATE/COUNTY-  AZ/YUMA
 DB0163  USGS QUAD   -  LIGURTA (1965)
 DB0163
 DB0163                         *CURRENT SURVEY CONTROL
 DB0163  ___________________________________________________________________
 DB0163* NAD 83(1986)-  32 40 09.     (N)    114 15 47.     (W)     SCALED    
 DB0163* NAVD 88     -        78.83   (+/-2cm)     258.6    (feet)  VERTCON   
 DB0163  ___________________________________________________________________
 DB0163  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB0163  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0163
 DB0163.The horizontal coordinates were scaled from a topographic map and have
 DB0163.an estimated accuracy of +/- 6 seconds.
 DB0163
 DB0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0163.The vertical order pertains to the NGVD 29 superseded value.
 DB0163
 DB0163.The geoid height was determined by GEOID03.
 DB0163
 DB0163;                    North         East    Units  Estimated Accuracy
 DB0163;SPC AZ W     -   185,190.      165,240.      MT  (+/- 180 meters Scaled)
 DB0163
 DB0163                          SUPERSEDED SURVEY CONTROL
 DB0163
 DB0163  NGVD 29 (??/??/??)   78.188  (m)          256.52   (f) ADJUSTED    1 2
 DB0163
 DB0163.Superseded values are not recommended for survey control.
 DB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0163.See file dsdata.txt to determine how the superseded data were derived.
 DB0163
 DB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS566179(NAD 83)
 DB0163_MARKER: P = PIPE CAP
 DB0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0163_STAMPING: 256.522 I
 DB0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0163
 DB0163  HISTORY     - Date     Condition        Report By
 DB0163  HISTORY     - UNK      MONUMENTED       USGS
 DB0163  HISTORY     - 1935     GOOD             NGS
 DB0163  HISTORY     - 1960     MARK NOT FOUND   NGS
 DB0163
 DB0163                          STATION DESCRIPTION
 DB0163
 DB0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0163'7.6 MI W FROM WELLTON.
 DB0163'7.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0163'STATION AT WELLTON, YUMA COUNTY, 13 POLES EAST OF MILEPOST 762,
 DB0163'47 FEET SOUTH OF THE FIFTH POLE WEST OF CONCRETE PIPE CULVERT
 DB0163'762.54, 15-1/2 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 DB0163'15-1/2 FEET EAST OF THE CENTER OF A HANDCAR SETOFF, 6 INCHES
 DB0163'LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3-1/2-INCH
 DB0163'IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 DB0163
 DB0163                          STATION RECOVERY (1960)
 DB0163
 DB0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DB0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0197 ***********************************************************************
 FR0197  DESIGNATION -  I 2
 FR0197  PID         -  FR0197
 FR0197  STATE/COUNTY-  AZ/YAVAPAI
 FR0197  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0197
 FR0197                         *CURRENT SURVEY CONTROL
 FR0197  ___________________________________________________________________
 FR0197* NAD 83(1986)-  35 19 33.     (N)    112 52 39.     (W)     SCALED    
 FR0197* NAVD 88     -      1598.407  (meters)    5244.11   (feet)  ADJUSTED  
 FR0197  ___________________________________________________________________
 FR0197  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0197  DYNAMIC HT  -        1596.315 (meters)    5237.24  (feet)  COMP
 FR0197  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 FR0197
 FR0197  VERT ORDER  -  FIRST     CLASS II
 FR0197
 FR0197.The horizontal coordinates were scaled from a topographic map and have
 FR0197.an estimated accuracy of +/- 6 seconds.
 FR0197
 FR0197.The orthometric height was determined by differential leveling
 FR0197.and adjusted in June 1991.
 FR0197
 FR0197.The geoid height was determined by GEOID03.
 FR0197
 FR0197.The dynamic height is computed by dividing the NAVD 88
 FR0197.geopotential number by the normal gravity value computed on the
 FR0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0197.degrees latitude (g = 980.6199 gals.).
 FR0197
 FR0197.The modeled gravity was interpolated from observed gravity values.
 FR0197
 FR0197;                    North         East    Units  Estimated Accuracy
 FR0197;SPC AZ C     -   480,140.      126,000.      MT  (+/- 180 meters Scaled)
 FR0197
 FR0197                          SUPERSEDED SURVEY CONTROL
 FR0197
 FR0197  NGVD 29 (??/??/92) 1597.532  (m)         5241.24   (f) ADJ UNCH    1 2
 FR0197
 FR0197.Superseded values are not recommended for survey control.
 FR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0197.See file dsdata.txt to determine how the superseded data were derived.
 FR0197
 FR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE293107(NAD 83)
 FR0197_MARKER: Q = CHISELED SQUARE
 FR0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0197_SP_SET: STONE POST
 FR0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0197+STABILITY: SURFACE MOTION
 FR0197
 FR0197  HISTORY     - Date     Condition        Report By
 FR0197  HISTORY     - UNK      MONUMENTED       CGS
 FR0197  HISTORY     - 1968     GOOD             NGS
 FR0197  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0197
 FR0197                          STATION DESCRIPTION
 FR0197
 FR0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0197'IN SELIGMAN.
 FR0197'AT SELIGMAN, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 0.05
 FR0197'MILE WEST OF THE STATION, IN A YARD SURROUNDING THE SANTA FE HOSPITAL,
 FR0197'34.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 13.2 FEET SOUTH
 FR0197'OF THE SOUTHEAST CORNER OF A BUILDING, 17.1 FEET EAST OF THE EAST EDGE
 FR0197'OF THE SOUTH ENTRANCE SIDEWALK, 3.6 FEET EAST OF THE PROJECTED LINE OF
 FR0197'THE WALL OF THE EAST BUILDING, 8.2 FEET SOUTH OF THE SOUTH EDGE OF A
 FR0197'SIDEWALK AROUND THE BUILDING, 22 1/2 FEET NORTHWEST OF A POWER POLE
 FR0197'BEARING A LIGHT, ABOUT LEVEL WITH THE TRACK, A SQUARE HOLE IN THE TOP
 FR0197'OF A STONE POST LETTERED USBM ABOUT FLUSH WITH THE GROUND.
 FR0197
 FR0197                          STATION RECOVERY (1982)
 FR0197
 FR0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0197'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0020 ***********************************************************************
 ES0020  DESIGNATION -  I 4
 ES0020  PID         -  ES0020
 ES0020  STATE/COUNTY-  AZ/NAVAJO
 ES0020  USGS QUAD   -  HOLBROOK (1986)
 ES0020
 ES0020                         *CURRENT SURVEY CONTROL
 ES0020  ___________________________________________________________________
 ES0020* NAD 83(1986)-  34 54 00.     (N)    110 09 32.     (W)     SCALED    
 ES0020* NAVD 88     -      1550.145  (meters)    5085.77   (feet)  ADJUSTED  
 ES0020  ___________________________________________________________________
 ES0020  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0020  DYNAMIC HT  -        1548.021 (meters)    5078.80  (feet)  COMP
 ES0020  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 ES0020
 ES0020  VERT ORDER  -  FIRST     CLASS II
 ES0020
 ES0020.The horizontal coordinates were scaled from a topographic map and have
 ES0020.an estimated accuracy of +/- 6 seconds.
 ES0020
 ES0020.The orthometric height was determined by differential leveling
 ES0020.and adjusted in June 1991.
 ES0020.WARNING-Repeat measurements at this control monument indicate possible
 ES0020.vertical movement.
 ES0020
 ES0020.The geoid height was determined by GEOID03.
 ES0020
 ES0020.The dynamic height is computed by dividing the NAVD 88
 ES0020.geopotential number by the normal gravity value computed on the
 ES0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0020.degrees latitude (g = 980.6199 gals.).
 ES0020
 ES0020.The modeled gravity was interpolated from observed gravity values.
 ES0020
 ES0020;                    North         East    Units  Estimated Accuracy
 ES0020;SPC AZ E     -   432,480.      214,070.      MT  (+/- 180 meters Scaled)
 ES0020
 ES0020                          SUPERSEDED SURVEY CONTROL
 ES0020
 ES0020  NGVD 29 (??/??/92) 1549.339  (m)         5083.12   (f) ADJ UNCH    1 2
 ES0020
 ES0020.Superseded values are not recommended for survey control.
 ES0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0020.See file dsdata.txt to determine how the superseded data were derived.
 ES0020
 ES0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD768622(NAD 83)
 ES0020_MARKER: DB = BENCH MARK DISK
 ES0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0020_SP_SET: WALL
 ES0020_STAMPING: 5083.244 I 4
 ES0020_MARK LOGO: CGS   
 ES0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0020+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 ES0020
 ES0020  HISTORY     - Date     Condition        Report By
 ES0020  HISTORY     - UNK      MONUMENTED       CGS
 ES0020  HISTORY     - 1956     GOOD             NGS
 ES0020  HISTORY     - 1959     GOOD             NGS
 ES0020  HISTORY     - 1983     GOOD             NGS
 ES0020  HISTORY     - 20010806 GOOD             NGS
 ES0020  HISTORY     - 20050525 GOOD             NGS
 ES0020  HISTORY     - 20080619 GOOD             INDIV
 ES0020
 ES0020                          STATION DESCRIPTION
 ES0020
 ES0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ES0020'IN HOLBROOK.
 ES0020'AT HOLBROOK, NAVAJO COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 ES0020'RAILWAY STATION, IN THE NORTH WALL, 21 INCHES FROM THE NORTHWEST
 ES0020'CORNER, AND 3 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED
 ES0020'5083.244 I 4 AND SET VERTICALLY.
 ES0020
 ES0020                          STATION RECOVERY (1959)
 ES0020
 ES0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ES0020'RECOVERED IN GOOD CONDITION.
 ES0020
 ES0020                          STATION RECOVERY (1983)
 ES0020
 ES0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 ES0020'IN HOLBROOK, AT THE INTERSECTION OF NAVAJO ROAD AND THE SANTA FE
 ES0020'RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE RAILROAD STATION,
 ES0020'18.7 METERS (61.4 FT) EAST OF THE CENTERLINE OF THE ROAD, 6.0 METERS
 ES0020'(19.7 FT) SOUTH OF THE NEAR RAIL AND 0.5 METER (1.6 FT) EAST OF THE
 ES0020'NORTHWEST CORNER OF THE STATION.
 ES0020'THE MARK IS 0.9 M ABOVE THE PLATFORM.
 ES0020
 ES0020                          STATION RECOVERY (2001)
 ES0020
 ES0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ES0020'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ES0020
 ES0020                          STATION RECOVERY (2005)
 ES0020
 ES0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0020'RR IS NOW PART OF BNSF SYSTEM.  SOME GROUT IS MISSING, BUT MARK IS
 ES0020'SOLID IN SANDSTONE BLOCK WALL.
 ES0020
 ES0020                          STATION RECOVERY (2008)
 ES0020
 ES0020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 ES0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0164 ***********************************************************************
 FQ0164  DESIGNATION -  I 6
 FQ0164  PID         -  FQ0164
 FQ0164  STATE/COUNTY-  AZ/COCONINO
 FQ0164  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0164
 FQ0164                         *CURRENT SURVEY CONTROL
 FQ0164  ___________________________________________________________________
 FQ0164* NAD 83(1986)-  35 53 50.     (N)    111 24 08.     (W)     SCALED    
 FQ0164* NAVD 88     -      1273.848  (meters)    4179.28   (feet)  POSTED    
 FQ0164  ___________________________________________________________________
 FQ0164  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0164  DYNAMIC HT  -        1272.270 (meters)    4174.11  (feet)  COMP
 FQ0164  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 FQ0164
 FQ0164  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0164
 FQ0164.The horizontal coordinates were scaled from a topographic map and have
 FQ0164.an estimated accuracy of +/- 6 seconds.
 FQ0164
 FQ0164.The orthometric height was determined by differential leveling
 FQ0164.and adjusted by the  in 1992.
 FQ0164.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0164.rate of 0.0 thru 1.0 mm/km.
 FQ0164
 FQ0164.The geoid height was determined by GEOID03.
 FQ0164
 FQ0164.The dynamic height is computed by dividing the NAVD 88
 FQ0164.geopotential number by the normal gravity value computed on the
 FQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0164.degrees latitude (g = 980.6199 gals.).
 FQ0164
 FQ0164.The modeled gravity was interpolated from observed gravity values.
 FQ0164
 FQ0164;                    North         East    Units  Estimated Accuracy
 FQ0164;SPC AZ C     -   543,230.      259,800.      MT  (+/- 180 meters Scaled)
 FQ0164
 FQ0164                          SUPERSEDED SURVEY CONTROL
 FQ0164
 FQ0164.No superseded survey control is available for this station.
 FQ0164
 FQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE637726(NAD 83)
 FQ0164_MARKER: DB = BENCH MARK DISK
 FQ0164_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0164_SP_SET: UNSPEC. ROCK
 FQ0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0164
 FQ0164  HISTORY     - Date     Condition        Report By
 FQ0164  HISTORY     - UNK      MONUMENTED       CGS
 FQ0164  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0164
 FQ0164                          STATION DESCRIPTION
 FQ0164
 FQ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0164'1.4 MI N FROM CAMERON.
 FQ0164'1.4 MILES NORTH ALONG THE OLD ROAD TO LEES FERRY FROM THE NORTH END OF
 FQ0164'THE SUSPENSION BRIDGE AT CAMERON, CONCONINO COUNTY, 100 FEET SOUTH OF
 FQ0164'A BRANCH ROAD LEADING TO AN INDIAN MUD HUT, 10 FEET EAST OF THE ROAD,
 FQ0164'AND IN ROCK.  A STANDARD DISK.  NOTE-- ROAD IN THE VICINITY HAS BEEN
 FQ0164'CHANGED AND TRACES OF ABANDONED ROADS HAVE DISAPPEARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1306 ***********************************************************************
 DV1306  DESIGNATION -  I10 A
 DV1306  PID         -  DV1306
 DV1306  STATE/COUNTY-  AZ/MARICOPA
 DV1306  USGS QUAD   -  FOWLER (1982)
 DV1306
 DV1306                         *CURRENT SURVEY CONTROL
 DV1306  ___________________________________________________________________
 DV1306* NAD 83(1986)-  33 27 36.     (N)    112 10 09.     (W)     SCALED    
 DV1306* NAVD 88     -       326.044  (meters)    1069.70   (feet)  ADJUSTED  
 DV1306  ___________________________________________________________________
 DV1306  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV1306  DYNAMIC HT  -         325.662 (meters)    1068.44  (feet)  COMP
 DV1306  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV1306
 DV1306  VERT ORDER  -  FIRST     CLASS II
 DV1306
 DV1306.The horizontal coordinates were scaled from a topographic map and have
 DV1306.an estimated accuracy of +/- 6 seconds.
 DV1306
 DV1306.The orthometric height was determined by differential leveling
 DV1306.and adjusted in November 1993.
 DV1306
 DV1306.The geoid height was determined by GEOID03.
 DV1306
 DV1306.The dynamic height is computed by dividing the NAVD 88
 DV1306.geopotential number by the normal gravity value computed on the
 DV1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1306.degrees latitude (g = 980.6199 gals.).
 DV1306
 DV1306.The modeled gravity was interpolated from observed gravity values.
 DV1306
 DV1306;                    North         East    Units  Estimated Accuracy
 DV1306;SPC AZ C     -   272,790.      189,890.      MT  (+/- 180 meters Scaled)
 DV1306
 DV1306                          SUPERSEDED SURVEY CONTROL
 DV1306
 DV1306.No superseded survey control is available for this station.
 DV1306
 DV1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC913028(NAD 83)
 DV1306_MARKER: DB = BENCH MARK DISK
 DV1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1306_SP_SET: CONCRETE POST
 DV1306_STAMPING: I 10-A 1981
 DV1306_MARK LOGO: AZDT  
 DV1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1306+STABILITY: SURFACE MOTION
 DV1306
 DV1306  HISTORY     - Date     Condition        Report By
 DV1306  HISTORY     - 1981     MONUMENTED       AZDT
 DV1306  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV1306  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV1306
 DV1306                          STATION DESCRIPTION
 DV1306
 DV1306'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1306'PHOENIX.
 DV1306'3.4 MI (5.5 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV1306'INTERSECTION OF INTERSTATE 17 TO 51ST AVENUE, THENCE SOUTH 0.40 MILE
 DV1306'(0.6 KM) TO THE MARK ON THE LEFT.  A STANDARD AGS ALUMINUM CAP IN A
 DV1306'CONCRETE POST 5 INCHES (13 CM) ABOVE SURFACE.  3.5 FT (1.07 M)
 DV1306'WEST OF WITNESS POST WITH SIGN, 262.0 FT (79.86 M) EAST OF CENTERLINE
 DV1306'OF 51ST AVENUE, 2.5 FT (0.8 M) NORTH OF CHAIN LINK FENCE, 15.5 FEET
 DV1306'(04.72 M) EAST OF FENCE CORNER.
 DV1306
 DV1306                          STATION RECOVERY (1996)
 DV1306
 DV1306'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1306'MARK NOT FOUND.
 DV1306
 DV1306                          STATION RECOVERY (2007)
 DV1306
 DV1306'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1308 ***********************************************************************
 DV1308  DESIGNATION -  I10 AA
 DV1308  PID         -  DV1308
 DV1308  STATE/COUNTY-  AZ/MARICOPA
 DV1308  USGS QUAD   -  FOWLER (1982)
 DV1308
 DV1308                         *CURRENT SURVEY CONTROL
 DV1308  ___________________________________________________________________
 DV1308* NAD 83(1986)-  33 27 31.     (N)    112 12 12.     (W)     SCALED    
 DV1308* NAVD 88     -       320.074  (meters)    1050.11   (feet)  ADJUSTED  
 DV1308  ___________________________________________________________________
 DV1308  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV1308  DYNAMIC HT  -         319.700 (meters)    1048.88  (feet)  COMP
 DV1308  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV1308
 DV1308  VERT ORDER  -  FIRST     CLASS II
 DV1308
 DV1308.The horizontal coordinates were scaled from a topographic map and have
 DV1308.an estimated accuracy of +/- 6 seconds.
 DV1308
 DV1308.The orthometric height was determined by differential leveling
 DV1308.and adjusted in November 1993.
 DV1308
 DV1308.The geoid height was determined by GEOID03.
 DV1308
 DV1308.The dynamic height is computed by dividing the NAVD 88
 DV1308.geopotential number by the normal gravity value computed on the
 DV1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1308.degrees latitude (g = 980.6199 gals.).
 DV1308
 DV1308.The modeled gravity was interpolated from observed gravity values.
 DV1308
 DV1308;                    North         East    Units  Estimated Accuracy
 DV1308;SPC AZ C     -   272,650.      186,710.      MT  (+/- 180 meters Scaled)
 DV1308
 DV1308                          SUPERSEDED SURVEY CONTROL
 DV1308
 DV1308.No superseded survey control is available for this station.
 DV1308
 DV1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881027(NAD 83)
 DV1308_MARKER: DB = BENCH MARK DISK
 DV1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1308_SP_SET: CONCRETE POST
 DV1308_STAMPING: I 10-AA 1981
 DV1308_MARK LOGO: AZDT  
 DV1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1308+STABILITY: SURFACE MOTION
 DV1308
 DV1308  HISTORY     - Date     Condition        Report By
 DV1308  HISTORY     - 1981     MONUMENTED       AZDT
 DV1308  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV1308  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV1308
 DV1308                          STATION DESCRIPTION
 DV1308
 DV1308'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1308'PHOENIX.
 DV1308'5.4 MI (8.7 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV1308'INTERSECTION OF INTERSTATE 17 TO 67TH AVENUE, THENCE SOUTH 0.5 MILE
 DV1308'(0.80 KM) TO THE MARK ON THE LEFT, A STANDARD AGS ALUMINUM CAP IN A
 DV1308'CONCRETE POST 4 INCHES (10 CM) ABOVE SURFACE.  1.2 FT (0.37 M)
 DV1308'WEST OF CONCRETE BLOCK FENCE, 13.0 FT (3.96 M) EAST OF POWER POLE
 DV1308'WITH WITNESS SIGN, 43.0 FT (13.11 M) EAST OF CENTERLINE OF 67TH
 DV1308'AVENUE, 9.0 FT (2.74 M) SOUTH OF CENTER OF EAST-WEST ALLEY.
 DV1308
 DV1308                          STATION RECOVERY (1996)
 DV1308
 DV1308'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1308'MARK NOT FOUND.
 DV1308
 DV1308                          STATION RECOVERY (2008)
 DV1308
 DV1308'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1309 ***********************************************************************
 DV1309  DESIGNATION -  I10 B
 DV1309  PID         -  DV1309
 DV1309  STATE/COUNTY-  AZ/MARICOPA
 DV1309  USGS QUAD   -  FOWLER (1982)
 DV1309
 DV1309                         *CURRENT SURVEY CONTROL
 DV1309  ___________________________________________________________________
 DV1309* NAD 83(1986)-  33 27 19.     (N)    112 14 32.     (W)     SCALED    
 DV1309* NAVD 88     -       313.540  (meters)    1028.67   (feet)  ADJUSTED  
 DV1309  ___________________________________________________________________
 DV1309  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DV1309  DYNAMIC HT  -         313.173 (meters)    1027.47  (feet)  COMP
 DV1309  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 DV1309
 DV1309  VERT ORDER  -  FIRST     CLASS II
 DV1309
 DV1309.The horizontal coordinates were scaled from a topographic map and have
 DV1309.an estimated accuracy of +/- 6 seconds.
 DV1309
 DV1309.The orthometric height was determined by differential leveling
 DV1309.and adjusted in November 1993.
 DV1309
 DV1309.The geoid height was determined by GEOID03.
 DV1309
 DV1309.The dynamic height is computed by dividing the NAVD 88
 DV1309.geopotential number by the normal gravity value computed on the
 DV1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1309.degrees latitude (g = 980.6199 gals.).
 DV1309
 DV1309.The modeled gravity was interpolated from observed gravity values.
 DV1309
 DV1309;                    North         East    Units  Estimated Accuracy
 DV1309;SPC AZ C     -   272,290.      183,100.      MT  (+/- 180 meters Scaled)
 DV1309
 DV1309                          SUPERSEDED SURVEY CONTROL
 DV1309
 DV1309.No superseded survey control is available for this station.
 DV1309
 DV1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC845024(NAD 83)
 DV1309_MARKER: DB = BENCH MARK DISK
 DV1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1309_SP_SET: CONCRETE POST
 DV1309_STAMPING: I 10-B 1981
 DV1309_MARK LOGO: AZDT  
 DV1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1309+STABILITY: SURFACE MOTION
 DV1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1309+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1309
 DV1309  HISTORY     - Date     Condition        Report By
 DV1309  HISTORY     - 1981     MONUMENTED       AZDT
 DV1309  HISTORY     - 1982     GOOD             AZDT
 DV1309  HISTORY     - 20060810 GOOD             GEOCAC
 DV1309
 DV1309                          STATION DESCRIPTION
 DV1309
 DV1309'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1309'TOLLESON.
 DV1309'7.4 MI (11.9 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV1309'INTERSECTION OF INTERSTATE 17 TO 83RD AVENUE, THENCE SOUTH 1.0 MILE
 DV1309'(1.6 KM) TO THE INTERSECTION OF 83RD AVENUE AND WEST VAN BUREN, THENCE
 DV1309'WEST 600.00 FT (182.88 M) TO THE ROOSEVELT IRRIGATION DISTRICT CANAL
 DV1309', THENCE RIGHT ALONG NORTH SIDE OF CANAL ON SERVICE ROAD 0.27 MILE
 DV1309'(0.43 KM) TO THE MARK ON THE LEFT.  A STANDARD AGS ALUMINUM CAP IN A
 DV1309'CONCRETE POST 4 INCHES (10 CM) ABOVE THE SURFACE.  10.0 FEET
 DV1309'(3.05 M) SOUTHWEST OF SERVICE ROAD CENTERLINE, 4.0 FT (1.22 M) WEST
 DV1309'OF WITNESS POST, 157.0 FT (47.85 M) NORTHWEST OF DOUBLE POWER POLE
 DV1309
 DV1309                          STATION RECOVERY (1982)
 DV1309
 DV1309'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1309'RECOVERED IN GOOD CONDITION.
 DV1309
 DV1309                          STATION RECOVERY (2006)
 DV1309
 DV1309'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1310 ***********************************************************************
 DV1310  DESIGNATION -  I10 C
 DV1310  PID         -  DV1310
 DV1310  STATE/COUNTY-  AZ/MARICOPA
 DV1310  USGS QUAD   -  TOLLESON (1982)
 DV1310
 DV1310                         *CURRENT SURVEY CONTROL
 DV1310  ___________________________________________________________________
 DV1310* NAD 83(1986)-  33 27 41.     (N)    112 15 03.     (W)     SCALED    
 DV1310* NAVD 88     -       313.490  (meters)    1028.51   (feet)  ADJUSTED  
 DV1310  ___________________________________________________________________
 DV1310  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV1310  DYNAMIC HT  -         313.122 (meters)    1027.30  (feet)  COMP
 DV1310  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 DV1310
 DV1310  VERT ORDER  -  FIRST     CLASS II
 DV1310
 DV1310.The horizontal coordinates were scaled from a topographic map and have
 DV1310.an estimated accuracy of +/- 6 seconds.
 DV1310
 DV1310.The orthometric height was determined by differential leveling
 DV1310.and adjusted in November 1993.
 DV1310
 DV1310.The geoid height was determined by GEOID03.
 DV1310
 DV1310.The dynamic height is computed by dividing the NAVD 88
 DV1310.geopotential number by the normal gravity value computed on the
 DV1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1310.degrees latitude (g = 980.6199 gals.).
 DV1310
 DV1310.The modeled gravity was interpolated from observed gravity values.
 DV1310
 DV1310;                    North         East    Units  Estimated Accuracy
 DV1310;SPC AZ C     -   272,970.      182,300.      MT  (+/- 180 meters Scaled)
 DV1310
 DV1310                          SUPERSEDED SURVEY CONTROL
 DV1310
 DV1310.No superseded survey control is available for this station.
 DV1310
 DV1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC837031(NAD 83)
 DV1310_MARKER: DB = BENCH MARK DISK
 DV1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1310_SP_SET: CONCRETE POST
 DV1310_STAMPING: I 10-C 1981
 DV1310_MARK LOGO: AZDT  
 DV1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1310+STABILITY: SURFACE MOTION
 DV1310
 DV1310  HISTORY     - Date     Condition        Report By
 DV1310  HISTORY     - 1981     MONUMENTED       AZDT
 DV1310  HISTORY     - 1982     GOOD             AZDT
 DV1310  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV1310  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV1310
 DV1310                          STATION DESCRIPTION
 DV1310
 DV1310'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1310'TOLLESON.
 DV1310'0.11 MI (0.18 KM) WEST ALONG WEST VAN BUREN FROM THE INTERSECTION
 DV1310'OF 83RD AVENUE AND WEST VAN BUREN TO THE ROOSEVELT IRRIGATION DISTRICT
 DV1310'CANAL, THENCE RIGHT ALONG NORTH SIDE OF CANAL ON SERVICE ROAD 0.89 MIL
 DV1310'(1.43 KM) TO THE MARK ON THE LEFT.  10.0 FT (3.05 M) SOUTH OF
 DV1310'CENTERLINE OF SERVICE ROAD, 7.0 FT (2.13 M) SOUTHWEST OF WITNESS
 DV1310'POST, 4.0 FEET NORTHEAST OF WITNESS POST, 74.0 FT (22.56 M) SOUTHWEST
 DV1310'OF DOUBLE POWER POLES.  A STANDARD AGS ALUMINUM CAP IN CONCRETE POST
 DV1310'4 INCHES (10 CM) ABOVE SURFACE.
 DV1310
 DV1310                          STATION RECOVERY (1982)
 DV1310
 DV1310'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1310'RECOVERED IN GOOD CONDITION.
 DV1310
 DV1310                          STATION RECOVERY (1996)
 DV1310
 DV1310'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1310'MARK NOT FOUND.
 DV1310
 DV1310                          STATION RECOVERY (2006)
 DV1310
 DV1310'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1310'MARK NOT FOUND. A SIGNLESS WITNESS POST WAS LOCATED AT THE DESCRIBED
 DV1310'LOCATION. HOLES WERE DUG AT THE DESCRIBED DISTANCES FROM THE POST, BUT
 DV1310'NO SIGN OF THE MARK WAS FOUND. THERE IS A GRADER BERM AT THE EDGE OF
 DV1310'THE CANAL, AND THE MARK MAY YET BE BURIED THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1311 ***********************************************************************
 DV1311  DESIGNATION -  I10 D
 DV1311  PID         -  DV1311
 DV1311  STATE/COUNTY-  AZ/MARICOPA
 DV1311  USGS QUAD   -  TOLLESON (1982)
 DV1311
 DV1311                         *CURRENT SURVEY CONTROL
 DV1311  ___________________________________________________________________
 DV1311* NAD 83(1986)-  33 27 40.     (N)    112 15 46.     (W)     SCALED    
 DV1311* NAVD 88     -       311.315  (meters)    1021.37   (feet)  ADJUSTED  
 DV1311  ___________________________________________________________________
 DV1311  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV1311  DYNAMIC HT  -         310.950 (meters)    1020.18  (feet)  COMP
 DV1311  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 DV1311
 DV1311  VERT ORDER  -  FIRST     CLASS II
 DV1311
 DV1311.The horizontal coordinates were scaled from a topographic map and have
 DV1311.an estimated accuracy of +/- 6 seconds.
 DV1311
 DV1311.The orthometric height was determined by differential leveling
 DV1311.and adjusted in November 1993.
 DV1311
 DV1311.The geoid height was determined by GEOID03.
 DV1311
 DV1311.The dynamic height is computed by dividing the NAVD 88
 DV1311.geopotential number by the normal gravity value computed on the
 DV1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1311.degrees latitude (g = 980.6199 gals.).
 DV1311
 DV1311.The modeled gravity was interpolated from observed gravity values.
 DV1311
 DV1311;                    North         East    Units  Estimated Accuracy
 DV1311;SPC AZ C     -   272,940.      181,190.      MT  (+/- 180 meters Scaled)
 DV1311
 DV1311                          SUPERSEDED SURVEY CONTROL
 DV1311
 DV1311.No superseded survey control is available for this station.
 DV1311
 DV1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC826031(NAD 83)
 DV1311_MARKER: DB = BENCH MARK DISK
 DV1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1311_SP_SET: CONCRETE POST
 DV1311_STAMPING: I 10-D 1981
 DV1311_MARK LOGO: AZDT  
 DV1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1311+STABILITY: SURFACE MOTION
 DV1311
 DV1311  HISTORY     - Date     Condition        Report By
 DV1311  HISTORY     - 1981     MONUMENTED       AZDT
 DV1311  HISTORY     - 1982     GOOD             AZDT
 DV1311  HISTORY     - 19960217 GOOD             USPSQD
 DV1311  HISTORY     - 20070523 MARK NOT FOUND   GEOCAC
 DV1311
 DV1311                          STATION DESCRIPTION
 DV1311
 DV1311'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1311'TOLLESON.
 DV1311'1.0 MI (1.6 KM) WEST ALONG WEST VAN BUREN FROM THE INTERSECTION
 DV1311'OF 83RD AVENUE TO 91ST AVENUE, THENCE NORTH 0.78 MILE (1.26 KM) TO A
 DV1311'OVERHEAD POWER LINE, THENCE WEST ALONG SERVICE ROAD 0.50 MILES
 DV1311'(0.80 KM) TO A TEE FIELD ROAD AND THE MARK ON THE LEFT.  40.5 FEET
 DV1311'(12.34 M) SOUTHWEST OF CONCRETE IRRIGATION LOCK, 8.0 FT (2.44 M) WEST
 DV1311'OF WEST EDGE OF NORTH-SOUTH CONCRETE IRRIGATION DITCH, 8.0 (2.44M) EAS
 DV1311'OF THE EAST EDGE OF CONCRETE IRRIGATION DITCH RUNNING NORTHWEST, 4.0
 DV1311'FT (1.22 M) NORTH OF WITNESS POST.  A STANDARD AGS ALUMINUM CAP IN A
 DV1311'CONCRETE POST 4 INCHES (10 CM) ABOVE THE SURFACE.
 DV1311
 DV1311                          STATION RECOVERY (1982)
 DV1311
 DV1311'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1311'RECOVERED IN GOOD CONDITION.
 DV1311
 DV1311                          STATION RECOVERY (1996)
 DV1311
 DV1311'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1311'RECOVERED IN GOOD CONDITION.
 DV1311
 DV1311                          STATION RECOVERY (2007)
 DV1311
 DV1311'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1312 ***********************************************************************
 DV1312  DESIGNATION -  I10 E
 DV1312  PID         -  DV1312
 DV1312  STATE/COUNTY-  AZ/MARICOPA
 DV1312  USGS QUAD   -  TOLLESON (1982)
 DV1312
 DV1312                         *CURRENT SURVEY CONTROL
 DV1312  ___________________________________________________________________
 DV1312* NAD 83(1986)-  33 27 40.     (N)    112 16 21.     (W)     SCALED    
 DV1312* NAVD 88     -       310.781  (meters)    1019.62   (feet)  ADJUSTED  
 DV1312  ___________________________________________________________________
 DV1312  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1312  DYNAMIC HT  -         310.417 (meters)    1018.43  (feet)  COMP
 DV1312  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1312
 DV1312  VERT ORDER  -  FIRST     CLASS II
 DV1312
 DV1312.The horizontal coordinates were scaled from a topographic map and have
 DV1312.an estimated accuracy of +/- 6 seconds.
 DV1312
 DV1312.The orthometric height was determined by differential leveling
 DV1312.and adjusted in November 1993.
 DV1312.WARNING-Repeat measurements at this control monument indicate possible
 DV1312.vertical movement.
 DV1312
 DV1312.The geoid height was determined by GEOID03.
 DV1312
 DV1312.The dynamic height is computed by dividing the NAVD 88
 DV1312.geopotential number by the normal gravity value computed on the
 DV1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1312.degrees latitude (g = 980.6199 gals.).
 DV1312
 DV1312.The modeled gravity was interpolated from observed gravity values.
 DV1312
 DV1312;                    North         East    Units  Estimated Accuracy
 DV1312;SPC AZ C     -   272,940.      180,280.      MT  (+/- 180 meters Scaled)
 DV1312
 DV1312                          SUPERSEDED SURVEY CONTROL
 DV1312
 DV1312.No superseded survey control is available for this station.
 DV1312
 DV1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817031(NAD 83)
 DV1312_MARKER: DB = BENCH MARK DISK
 DV1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1312_SP_SET: CONCRETE POST
 DV1312_STAMPING: I 10-E 1981
 DV1312_MARK LOGO: AZDT  
 DV1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1312+STABILITY: SURFACE MOTION
 DV1312
 DV1312  HISTORY     - Date     Condition        Report By
 DV1312  HISTORY     - 1981     MONUMENTED       AZDT
 DV1312  HISTORY     - 1982     GOOD             AZDT
 DV1312  HISTORY     - 19960217 GOOD             USPSQD
 DV1312  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1312  HISTORY     - 20070523 MARK NOT FOUND   GEOCAC
 DV1312
 DV1312                          STATION DESCRIPTION
 DV1312
 DV1312'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1312'TOLLESON.
 DV1312'2.0 MI (3.2 KM) WEST ALONG WEST VAN BUREN FROM THE INTERSECTION
 DV1312'OF 83RD AVENUE TO 99TH AVENUE THENCE NORTH 0.76 MI (1.22 KM) TO THE
 DV1312'MARK ON THE RIGHT. 63.0 FT (19.20 M) EAST OF CENTERLINE 99TH AVENUE,
 DV1312'2.0 FT (0.61 M) NORTH OF IRRIGATION DITCH, 4.0 FT (1.22 M)
 DV1312'WEST-SOUTHWEST OF WITNESS POST, 5.0 FT (1.52 M) EAST-NORTHEAST OF
 DV1312'WITNESS POST.  A STANDARD AGS ALUMINUM CAP IN A CONCRETE POST 0.5 FEET
 DV1312'(0.2 M) ABOVE THE SURFACE.
 DV1312
 DV1312                          STATION RECOVERY (1982)
 DV1312
 DV1312'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1312'RECOVERED IN GOOD CONDITION.
 DV1312
 DV1312                          STATION RECOVERY (1996)
 DV1312
 DV1312'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1312'RECOVERED IN GOOD CONDITION.
 DV1312
 DV1312                          STATION RECOVERY (2006)
 DV1312
 DV1312'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1312'MARK NOT FOUND.
 DV1312
 DV1312                          STATION RECOVERY (2007)
 DV1312
 DV1312'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1313 ***********************************************************************
 DV1313  DESIGNATION -  I10 F
 DV1313  PID         -  DV1313
 DV1313  STATE/COUNTY-  AZ/MARICOPA
 DV1313  USGS QUAD   -  TOLLESON (1982)
 DV1313
 DV1313                         *CURRENT SURVEY CONTROL
 DV1313  ___________________________________________________________________
 DV1313* NAD 83(1986)-  33 27 33.     (N)    112 17 25.     (W)     SCALED    
 DV1313* NAVD 88     -       308.771  (meters)    1013.03   (feet)  ADJUSTED  
 DV1313  ___________________________________________________________________
 DV1313  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV1313  DYNAMIC HT  -         308.409 (meters)    1011.84  (feet)  COMP
 DV1313  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 DV1313
 DV1313  VERT ORDER  -  FIRST     CLASS II
 DV1313
 DV1313.The horizontal coordinates were scaled from a topographic map and have
 DV1313.an estimated accuracy of +/- 6 seconds.
 DV1313
 DV1313.The orthometric height was determined by differential leveling
 DV1313.and adjusted in November 1993.
 DV1313
 DV1313.The geoid height was determined by GEOID03.
 DV1313
 DV1313.The dynamic height is computed by dividing the NAVD 88
 DV1313.geopotential number by the normal gravity value computed on the
 DV1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1313.degrees latitude (g = 980.6199 gals.).
 DV1313
 DV1313.The modeled gravity was interpolated from observed gravity values.
 DV1313
 DV1313;                    North         East    Units  Estimated Accuracy
 DV1313;SPC AZ C     -   272,730.      178,630.      MT  (+/- 180 meters Scaled)
 DV1313
 DV1313                          SUPERSEDED SURVEY CONTROL
 DV1313
 DV1313.No superseded survey control is available for this station.
 DV1313
 DV1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC800029(NAD 83)
 DV1313_MARKER: DB = BENCH MARK DISK
 DV1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1313_SP_SET: CONCRETE POST
 DV1313_STAMPING: I 10-F 1981
 DV1313_MARK LOGO: AZDT  
 DV1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1313+STABILITY: SURFACE MOTION
 DV1313
 DV1313  HISTORY     - Date     Condition        Report By
 DV1313  HISTORY     - 1981     MONUMENTED       AZDT
 DV1313  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV1313  HISTORY     - 20080108 MARK NOT FOUND   GEOCAC
 DV1313
 DV1313                          STATION DESCRIPTION
 DV1313
 DV1313'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1313'1.2 MI SE FROM TOLLESON.
 DV1313'3.0 MI (4.8 KM) WEST ALONG WEST VAN BUREN FROM THE INTERSECTION
 DV1313'OF 83RD AVENUE TO 107TH AVENUE, THENCE NORTH 0.66 MI (1.06 KM) TO
 DV1313'THE MARK ON THE LEFT, A STANDARD AGS ALUMINUM CAP IN A CONCRETE POST.
 DV1313'2.0 FT (0.61 M) EAST OF WITNESS POST, 41.0 FT (12.50 M) WEST OF
 DV1313'CENTERLINE OF 107TH AVENUE, 40.0 FT (12.19 M) NORTHWEST OF POWER POLE
 DV1313', 3.0 FT (0.91 M) WEST OF CANAL.  PROJECTING 4 INCHES (10 CM)
 DV1313'ABOVE GROUND.
 DV1313
 DV1313                          STATION RECOVERY (1996)
 DV1313
 DV1313'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1313'MARK NOT FOUND.
 DV1313
 DV1313                          STATION RECOVERY (2008)
 DV1313
 DV1313'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1313'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1313'MARK. THERE IS NO WITNESS POST NOR POWER POLE IN THE AREA. THE ROAD
 DV1313'HAS BEEN WIDENED, AND 41 FEET WEST OF THE CENTERLINE IS NOW A PAVED
 DV1313'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1314 ***********************************************************************
 DV1314  DESIGNATION -  I10 G
 DV1314  PID         -  DV1314
 DV1314  STATE/COUNTY-  AZ/MARICOPA
 DV1314  USGS QUAD   -  TOLLESON (1982)
 DV1314
 DV1314                         *CURRENT SURVEY CONTROL
 DV1314  ___________________________________________________________________
 DV1314* NAD 83(1986)-  33 27 24.     (N)    112 18 23.     (W)     SCALED    
 DV1314* NAVD 88     -       303.981  (meters)     997.31   (feet)  ADJUSTED  
 DV1314  ___________________________________________________________________
 DV1314  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV1314  DYNAMIC HT  -         303.625 (meters)     996.14  (feet)  COMP
 DV1314  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 DV1314
 DV1314  VERT ORDER  -  FIRST     CLASS II
 DV1314
 DV1314.The horizontal coordinates were scaled from a topographic map and have
 DV1314.an estimated accuracy of +/- 6 seconds.
 DV1314
 DV1314.The orthometric height was determined by differential leveling
 DV1314.and adjusted in November 1993.
 DV1314
 DV1314.The geoid height was determined by GEOID03.
 DV1314
 DV1314.The dynamic height is computed by dividing the NAVD 88
 DV1314.geopotential number by the normal gravity value computed on the
 DV1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1314.degrees latitude (g = 980.6199 gals.).
 DV1314
 DV1314.The modeled gravity was interpolated from observed gravity values.
 DV1314
 DV1314;                    North         East    Units  Estimated Accuracy
 DV1314;SPC AZ C     -   272,460.      177,130.      MT  (+/- 180 meters Scaled)
 DV1314
 DV1314                          SUPERSEDED SURVEY CONTROL
 DV1314
 DV1314.No superseded survey control is available for this station.
 DV1314
 DV1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC785026(NAD 83)
 DV1314_MARKER: DB = BENCH MARK DISK
 DV1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1314_SP_SET: CONCRETE POST
 DV1314_STAMPING: I 10-G 1981
 DV1314_MARK LOGO: AZDT  
 DV1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1314+STABILITY: SURFACE MOTION
 DV1314
 DV1314  HISTORY     - Date     Condition        Report By
 DV1314  HISTORY     - 1981     MONUMENTED       AZDT
 DV1314  HISTORY     - 20070523 MARK NOT FOUND   GEOCAC
 DV1314
 DV1314                          STATION DESCRIPTION
 DV1314
 DV1314'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1314'1.8 MI NW FROM AVONDALE.
 DV1314'4.0 MI (6.4 KM) WEST ALONG WEST VAN BUREN FROM THE INTERSECTION
 DV1314'OF 83RD AVENUE TO 115TH AVENUE, THENCE NORTH 0.50 MI (0.80 KM) TO
 DV1314'THE MARK ON THE RIGHT, A STANDARD AGS ALUMINUM CAP IN A CONCRETE POST
 DV1314'0.50 FT (0.2 M) ABOVE SURFACE.  27.0 FT (8.23 M) EAST OF THE
 DV1314'CENTERLINE OF 115TH AVENUE, 1.0 FT (0.3 M) WEST OF CHAINLINK FENCE
 DV1314'AROUND SALT RIVER PROJECT WELL, 2.0 FT (0.61 M) EAST OF WITNESS
 DV1314'POST.
 DV1314
 DV1314                          STATION RECOVERY (2007)
 DV1314
 DV1314'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1315 ***********************************************************************
 DV1315  DESIGNATION -  I10 H
 DV1315  PID         -  DV1315
 DV1315  STATE/COUNTY-  AZ/MARICOPA
 DV1315  USGS QUAD   -  TOLLESON (1982)
 DV1315
 DV1315                         *CURRENT SURVEY CONTROL
 DV1315  ___________________________________________________________________
 DV1315* NAD 83(1986)-  33 27 18.     (N)    112 19 09.     (W)     SCALED    
 DV1315* NAVD 88     -       298.659  (meters)     979.85   (feet)  ADJUSTED  
 DV1315  ___________________________________________________________________
 DV1315  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1315  DYNAMIC HT  -         298.310 (meters)     978.71  (feet)  COMP
 DV1315  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 DV1315
 DV1315  VERT ORDER  -  FIRST     CLASS II
 DV1315
 DV1315.The horizontal coordinates were scaled from a topographic map and have
 DV1315.an estimated accuracy of +/- 6 seconds.
 DV1315
 DV1315.The orthometric height was determined by differential leveling
 DV1315.and adjusted in November 1993.
 DV1315
 DV1315.Photographs are available for this station.
 DV1315
 DV1315.The geoid height was determined by GEOID03.
 DV1315
 DV1315.The dynamic height is computed by dividing the NAVD 88
 DV1315.geopotential number by the normal gravity value computed on the
 DV1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1315.degrees latitude (g = 980.6199 gals.).
 DV1315
 DV1315.The modeled gravity was interpolated from observed gravity values.
 DV1315
 DV1315;                    North         East    Units  Estimated Accuracy
 DV1315;SPC AZ C     -   272,280.      175,940.      MT  (+/- 180 meters Scaled)
 DV1315
 DV1315                          SUPERSEDED SURVEY CONTROL
 DV1315
 DV1315.No superseded survey control is available for this station.
 DV1315
 DV1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC774025(NAD 83)
 DV1315_MARKER: DB = BENCH MARK DISK
 DV1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1315_SP_SET: CONCRETE BASE OF POWER TOWER
 DV1315_STAMPING: I 10-H 1981
 DV1315_MARK LOGO: AZDT  
 DV1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1315+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DV1315
 DV1315  HISTORY     - Date     Condition        Report By
 DV1315  HISTORY     - 1981     MONUMENTED       AZDT
 DV1315  HISTORY     - 20070523 GOOD             GEOCAC
 DV1315  HISTORY     - 20080830 GOOD             GEOCAC
 DV1315
 DV1315                          STATION DESCRIPTION
 DV1315
 DV1315'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1315'0.5 MI NORTH FROM AVONDALE.
 DV1315'4.0 MI (6.4 KM) WEST ALONG WEST VAN BUREN FROM THE INTERSECTION
 DV1315'OF 83RD AVENUE TO 115TH AVENUE, THENCE WEST 0.73 (1.17 KM) TO A 230 KV
 DV1315'TRANSMISSION LINE, THENCE NORTH ALONG TRACK ROAD 0.38 (0.61 KM) TO END
 DV1315'OF ROAD, THENCE NORTH 800.0 FT (243.84 M) TO TRANSMISSION TOWER AND
 DV1315'THE MARK ON THE NORTHEAST CORNER OF TOWER, 1.0 FT (0.3 M) NORTH OF
 DV1315'WITNESS SIGN, 222.0 (67.67 M) SOUTH INTERSTATE 10 MEDIAN CENTERLINE.
 DV1315'STANDARD AGS ALUMINUM CAP.
 DV1315
 DV1315                          STATION RECOVERY (2007)
 DV1315
 DV1315'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1315'RECOVERED IN GOOD CONDITION.
 DV1315
 DV1315                          STATION RECOVERY (2008)
 DV1315
 DV1315'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DV1315'GPSR COORDINATES  N33 27.425 W112 19.162.  ELEV 961 FT.  FIRST TOWER
 DV1315'SOUTH OF I-10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1316 ***********************************************************************
 DV1316  DESIGNATION -  I10 J
 DV1316  PID         -  DV1316
 DV1316  STATE/COUNTY-  AZ/MARICOPA
 DV1316  USGS QUAD   -  TOLLESON (1982)
 DV1316
 DV1316                         *CURRENT SURVEY CONTROL
 DV1316  ___________________________________________________________________
 DV1316* NAD 83(1986)-  33 27 18.     (N)    112 19 53.     (W)     SCALED    
 DV1316* NAVD 88     -       298.986  (meters)     980.92   (feet)  ADJUSTED  
 DV1316  ___________________________________________________________________
 DV1316  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1316  DYNAMIC HT  -         298.637 (meters)     979.78  (feet)  COMP
 DV1316  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DV1316
 DV1316  VERT ORDER  -  FIRST     CLASS II
 DV1316
 DV1316.The horizontal coordinates were scaled from a topographic map and have
 DV1316.an estimated accuracy of +/- 6 seconds.
 DV1316
 DV1316.The orthometric height was determined by differential leveling
 DV1316.and adjusted in November 1993.
 DV1316
 DV1316.The geoid height was determined by GEOID03.
 DV1316
 DV1316.The dynamic height is computed by dividing the NAVD 88
 DV1316.geopotential number by the normal gravity value computed on the
 DV1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1316.degrees latitude (g = 980.6199 gals.).
 DV1316
 DV1316.The modeled gravity was interpolated from observed gravity values.
 DV1316
 DV1316;                    North         East    Units  Estimated Accuracy
 DV1316;SPC AZ C     -   272,290.      174,810.      MT  (+/- 180 meters Scaled)
 DV1316
 DV1316                          SUPERSEDED SURVEY CONTROL
 DV1316
 DV1316.No superseded survey control is available for this station.
 DV1316
 DV1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC762025(NAD 83)
 DV1316_MARKER: DB = BENCH MARK DISK
 DV1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1316_SP_SET: CONCRETE BASE OF POWER TOWER
 DV1316_STAMPING: I 10-J 1981
 DV1316_MARK LOGO: AZDT  
 DV1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1316
 DV1316  HISTORY     - Date     Condition        Report By
 DV1316  HISTORY     - 1981     MONUMENTED       AZDT
 DV1316  HISTORY     - 20070523 GOOD             GEOCAC
 DV1316
 DV1316                          STATION DESCRIPTION
 DV1316
 DV1316'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1316'2.0 MI NORTH FROM AVONDALE.
 DV1316'0.72 MI (1.16 KM) EAST ALONG EAST BOUND INTERSTATE 10 FROM THE
 DV1316'INTERSECTION OF DYSART ROAD TO THE EAST END OF THE AGUA FRIA BRIDGE,
 DV1316'THENCE SOUTH 277.0 FT (84.43 M) TO THE MARK, A STANDARD AGS
 DV1316'ALUMINUM CAP EPOXIED ON THE NORTHEAST CORNER OF TRANSMISSON TOWER, 1.0
 DV1316'FT (0.33 M) NORTH OF WITNESS SIGN.
 DV1316
 DV1316                          STATION RECOVERY (2007)
 DV1316
 DV1316'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1317 ***********************************************************************
 DV1317  DESIGNATION -  I10 K
 DV1317  PID         -  DV1317
 DV1317  STATE/COUNTY-  AZ/MARICOPA
 DV1317  USGS QUAD   -  TOLLESON (1982)
 DV1317
 DV1317                         *CURRENT SURVEY CONTROL
 DV1317  ___________________________________________________________________
 DV1317* NAD 83(1986)-  33 27 25.     (N)    112 20 29.     (W)     SCALED    
 DV1317* NAVD 88     -       309.210  (meters)    1014.47   (feet)  ADJUSTED  
 DV1317  ___________________________________________________________________
 DV1317  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1317  DYNAMIC HT  -         308.849 (meters)    1013.28  (feet)  COMP
 DV1317  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1317
 DV1317  VERT ORDER  -  FIRST     CLASS II
 DV1317
 DV1317.The horizontal coordinates were scaled from a topographic map and have
 DV1317.an estimated accuracy of +/- 6 seconds.
 DV1317
 DV1317.The orthometric height was determined by differential leveling
 DV1317.and adjusted in November 1993.
 DV1317
 DV1317.The geoid height was determined by GEOID03.
 DV1317
 DV1317.The dynamic height is computed by dividing the NAVD 88
 DV1317.geopotential number by the normal gravity value computed on the
 DV1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1317.degrees latitude (g = 980.6199 gals.).
 DV1317
 DV1317.The modeled gravity was interpolated from observed gravity values.
 DV1317
 DV1317;                    North         East    Units  Estimated Accuracy
 DV1317;SPC AZ C     -   272,510.      173,880.      MT  (+/- 180 meters Scaled)
 DV1317
 DV1317                          SUPERSEDED SURVEY CONTROL
 DV1317
 DV1317.No superseded survey control is available for this station.
 DV1317
 DV1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC753027(NAD 83)
 DV1317_MARKER: DB = BENCH MARK DISK
 DV1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1317_SP_SET: CONCRETE BRIDGE
 DV1317_STAMPING: I 10-K 1981
 DV1317_MARK LOGO: AZDT  
 DV1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1317
 DV1317  HISTORY     - Date     Condition        Report By
 DV1317  HISTORY     - 1981     MONUMENTED       AZDT
 DV1317
 DV1317                          STATION DESCRIPTION
 DV1317
 DV1317'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1317'2.0 MI NORTH FROM AVONDALE.
 DV1317'6.0 MI (10.0 KM) WEST ALONG VAN BUREN STREET FROM THE INTERSECTION
 DV1317'OF 83RD AVENUE TO DYSART ROAD, THENCE NORTH 0.5 MI (0.80 KM) TO
 DV1317'INTERSTATE 10 AN THE MARK ON THE NORTHWEST CORNER OF THE WESTBOUND
 DV1317'OVERPASS.  A STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTH CURB, 15.0
 DV1317'FT (4.57 M) EAST OF NORTHWEST DADO, 6.0 INCHES (15 CM) NORTH OF
 DV1317'NORTH GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1320 ***********************************************************************
 DV1320  DESIGNATION -  I10 L
 DV1320  PID         -  DV1320
 DV1320  STATE/COUNTY-  AZ/MARICOPA
 DV1320  USGS QUAD   -  TOLLESON (1982)
 DV1320
 DV1320                         *CURRENT SURVEY CONTROL
 DV1320  ___________________________________________________________________
 DV1320* NAD 83(1986)-  33 27 28.     (N)    112 21 30.     (W)     SCALED    
 DV1320* NAVD 88     -       309.079  (meters)    1014.04   (feet)  ADJUSTED  
 DV1320  ___________________________________________________________________
 DV1320  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1320  DYNAMIC HT  -         308.720 (meters)    1012.86  (feet)  COMP
 DV1320  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV1320
 DV1320  VERT ORDER  -  FIRST     CLASS II
 DV1320
 DV1320.The horizontal coordinates were scaled from a topographic map and have
 DV1320.an estimated accuracy of +/- 6 seconds.
 DV1320
 DV1320.The orthometric height was determined by differential leveling
 DV1320.and adjusted in November 1993.
 DV1320
 DV1320.The geoid height was determined by GEOID03.
 DV1320
 DV1320.The dynamic height is computed by dividing the NAVD 88
 DV1320.geopotential number by the normal gravity value computed on the
 DV1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1320.degrees latitude (g = 980.6199 gals.).
 DV1320
 DV1320.The modeled gravity was interpolated from observed gravity values.
 DV1320
 DV1320;                    North         East    Units  Estimated Accuracy
 DV1320;SPC AZ C     -   272,610.      172,300.      MT  (+/- 180 meters Scaled)
 DV1320
 DV1320                          SUPERSEDED SURVEY CONTROL
 DV1320
 DV1320.No superseded survey control is available for this station.
 DV1320
 DV1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC737028(NAD 83)
 DV1320_MARKER: DB = BENCH MARK DISK
 DV1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1320_SP_SET: CONCRETE BRIDGE
 DV1320_STAMPING: I 10-L 1981
 DV1320_MARK LOGO: AZDT  
 DV1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1320+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV1320
 DV1320  HISTORY     - Date     Condition        Report By
 DV1320  HISTORY     - 1981     MONUMENTED       AZDT
 DV1320  HISTORY     - 20060810 GOOD             GEOCAC
 DV1320
 DV1320                          STATION DESCRIPTION
 DV1320
 DV1320'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1320'1.5 MI NORTH FROM GOODYEAR.
 DV1320'1.0 MI (1.6 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1320'DYSART ROAD TO THE LITCHFIELD ROAD OVERPASS AND THE MARK ON THE RIGHT,
 DV1320'A STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTHWEST CURB OF THE WEST
 DV1320'BOUND OVERPASS, 15.0 FT (4.57 M) EAST OF THE NORTHWEST DADO, 6.0
 DV1320'INCHES (15 CM) NORTH OF THE NORTH GUARDRAIL.
 DV1320
 DV1320                          STATION RECOVERY (2006)
 DV1320
 DV1320'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1326 ***********************************************************************
 DV1326  DESIGNATION -  I10 M
 DV1326  PID         -  DV1326
 DV1326  STATE/COUNTY-  AZ/MARICOPA
 DV1326  USGS QUAD   -  PERRYVILLE (1982)
 DV1326
 DV1326                         *CURRENT SURVEY CONTROL
 DV1326  ___________________________________________________________________
 DV1326* NAD 83(1986)-  33 27 42.     (N)    112 22 33.     (W)     SCALED    
 DV1326* NAVD 88     -       311.464  (meters)    1021.86   (feet)  ADJUSTED  
 DV1326  ___________________________________________________________________
 DV1326  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1326  DYNAMIC HT  -         311.102 (meters)    1020.67  (feet)  COMP
 DV1326  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1326
 DV1326  VERT ORDER  -  FIRST     CLASS II
 DV1326
 DV1326.The horizontal coordinates were scaled from a topographic map and have
 DV1326.an estimated accuracy of +/- 6 seconds.
 DV1326
 DV1326.The orthometric height was determined by differential leveling
 DV1326.and adjusted in November 1993.
 DV1326
 DV1326.The geoid height was determined by GEOID03.
 DV1326
 DV1326.The dynamic height is computed by dividing the NAVD 88
 DV1326.geopotential number by the normal gravity value computed on the
 DV1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1326.degrees latitude (g = 980.6199 gals.).
 DV1326
 DV1326.The modeled gravity was interpolated from observed gravity values.
 DV1326
 DV1326;                    North         East    Units  Estimated Accuracy
 DV1326;SPC AZ C     -   273,040.      170,680.      MT  (+/- 180 meters Scaled)
 DV1326
 DV1326                          SUPERSEDED SURVEY CONTROL
 DV1326
 DV1326.No superseded survey control is available for this station.
 DV1326
 DV1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC721033(NAD 83)
 DV1326_MARKER: DB = BENCH MARK DISK
 DV1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1326_SP_SET: CONCRETE BRIDGE
 DV1326_STAMPING: I 10-M 1981
 DV1326_MARK LOGO: AZDT  
 DV1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1326
 DV1326  HISTORY     - Date     Condition        Report By
 DV1326  HISTORY     - 1981     MONUMENTED       AZDT
 DV1326
 DV1326                          STATION DESCRIPTION
 DV1326
 DV1326'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1326'1.7 MI NW FROM GOODYEAR.
 DV1326'2.0 MI (3.2 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1326'DYSART ROAD TO THE BULLARD ROAD OVERPASS AND THE MARK ON THE RIGHT, A
 DV1326'STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTHWEST CURB OF THE WEST
 DV1326'BOUND OVERPASS 14.6 FT (4.45 M) EAST OF NORTHWEST DADO, 6.0 INCHES
 DV1326'(15 CM) NORTH OF THE NORTH GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2494 ***********************************************************************
 CZ2494  DESIGNATION -  I10 MP 1600.21
 CZ2494  PID         -  CZ2494
 CZ2494  STATE/COUNTY-  AZ/PINAL
 CZ2494  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2494
 CZ2494                         *CURRENT SURVEY CONTROL
 CZ2494  ___________________________________________________________________
 CZ2494* NAD 83(1986)-  32 44 07.     (N)    111 33 02.     (W)     SCALED    
 CZ2494* NAVD 88     -       485.957  (meters)    1594.34   (feet)  ADJUSTED  
 CZ2494  ___________________________________________________________________
 CZ2494  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ2494  DYNAMIC HT  -         485.340 (meters)    1592.32  (feet)  COMP
 CZ2494  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 CZ2494
 CZ2494  VERT ORDER  -  FIRST     CLASS II
 CZ2494
 CZ2494.The horizontal coordinates were scaled from a topographic map and have
 CZ2494.an estimated accuracy of +/- 6 seconds.
 CZ2494
 CZ2494.The orthometric height was determined by differential leveling
 CZ2494.and adjusted in November 1993.
 CZ2494
 CZ2494.The geoid height was determined by GEOID03.
 CZ2494
 CZ2494.The dynamic height is computed by dividing the NAVD 88
 CZ2494.geopotential number by the normal gravity value computed on the
 CZ2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2494.degrees latitude (g = 980.6199 gals.).
 CZ2494
 CZ2494.The modeled gravity was interpolated from observed gravity values.
 CZ2494
 CZ2494;                    North         East    Units  Estimated Accuracy
 CZ2494;SPC AZ C     -   192,460.      247,670.      MT  (+/- 180 meters Scaled)
 CZ2494
 CZ2494                          SUPERSEDED SURVEY CONTROL
 CZ2494
 CZ2494.No superseded survey control is available for this station.
 CZ2494
 CZ2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484220(NAD 83)
 CZ2494_MARKER: DD = SURVEY DISK
 CZ2494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ2494_SP_SET: ABUTMENT
 CZ2494_STAMPING: 1600.21
 CZ2494_MARK LOGO: AZHD  
 CZ2494_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2494+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ2494
 CZ2494  HISTORY     - Date     Condition        Report By
 CZ2494  HISTORY     - UNK      MONUMENTED       AZHD
 CZ2494  HISTORY     - 19911212 GOOD             NGS
 CZ2494
 CZ2494                          STATION DESCRIPTION
 CZ2494
 CZ2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2494'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2494'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2494'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, IN TOP OF
 CZ2494'AND 0.5 M (1.6 FT) EAST OF THE WEST END OF THE NORTH CONCRETE
 CZ2494'ABUTMENT OF THE BOULEVARD OVERPASS OF INTERSTATE HIGHWAY 10, 4.8 M
 CZ2494'(15.7 FT) WEST OF THE BOULEVARD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE
 CZ2494'THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1332 ***********************************************************************
 DV1332  DESIGNATION -  I10 N
 DV1332  PID         -  DV1332
 DV1332  STATE/COUNTY-  AZ/MARICOPA
 DV1332  USGS QUAD   -  PERRYVILLE (1982)
 DV1332
 DV1332                         *CURRENT SURVEY CONTROL
 DV1332  ___________________________________________________________________
 DV1332* NAD 83(1986)-  33 27 40.     (N)    112 23 33.     (W)     SCALED    
 DV1332* NAVD 88     -       312.916  (meters)    1026.63   (feet)  ADJUSTED  
 DV1332  ___________________________________________________________________
 DV1332  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1332  DYNAMIC HT  -         312.553 (meters)    1025.43  (feet)  COMP
 DV1332  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1332
 DV1332  VERT ORDER  -  FIRST     CLASS II
 DV1332
 DV1332.The horizontal coordinates were scaled from a topographic map and have
 DV1332.an estimated accuracy of +/- 6 seconds.
 DV1332
 DV1332.The orthometric height was determined by differential leveling
 DV1332.and adjusted in November 1993.
 DV1332
 DV1332.The geoid height was determined by GEOID03.
 DV1332
 DV1332.The dynamic height is computed by dividing the NAVD 88
 DV1332.geopotential number by the normal gravity value computed on the
 DV1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1332.degrees latitude (g = 980.6199 gals.).
 DV1332
 DV1332.The modeled gravity was interpolated from observed gravity values.
 DV1332
 DV1332;                    North         East    Units  Estimated Accuracy
 DV1332;SPC AZ C     -   272,990.      169,130.      MT  (+/- 180 meters Scaled)
 DV1332
 DV1332                          SUPERSEDED SURVEY CONTROL
 DV1332
 DV1332.No superseded survey control is available for this station.
 DV1332
 DV1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC705032(NAD 83)
 DV1332_MARKER: DB = BENCH MARK DISK
 DV1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1332_SP_SET: CONCRETE BRIDGE
 DV1332_STAMPING: I 10-N 1981
 DV1332_MARK LOGO: AZDT  
 DV1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1332
 DV1332  HISTORY     - Date     Condition        Report By
 DV1332  HISTORY     - 1981     MONUMENTED       AZDT
 DV1332
 DV1332                          STATION DESCRIPTION
 DV1332
 DV1332'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1332'2.5 MI NW FROM GOODYEAR.
 DV1332'3.0 MI (4.8 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1332'DYSART ROAD TO THE REEMS ROAD OVERPASS AND THE MARK ON THE RIGHT, A
 DV1332'STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTHWEST CURB OF THE WEST
 DV1332'BOUND OVERPASS 16.8 FT (5.12 M) EAST OF THE NORTH WEST DADO, 6
 DV1332'INCHES (15 CM) NORTH OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1335 ***********************************************************************
 DV1335  DESIGNATION -  I10 P
 DV1335  PID         -  DV1335
 DV1335  STATE/COUNTY-  AZ/MARICOPA
 DV1335  USGS QUAD   -  PERRYVILLE (1982)
 DV1335
 DV1335                         *CURRENT SURVEY CONTROL
 DV1335  ___________________________________________________________________
 DV1335* NAD 83(1986)-  33 27 40.     (N)    112 24 33.     (W)     SCALED    
 DV1335* NAVD 88     -       312.366  (meters)    1024.82   (feet)  ADJUSTED  
 DV1335  ___________________________________________________________________
 DV1335  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1335  DYNAMIC HT  -         312.005 (meters)    1023.64  (feet)  COMP
 DV1335  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 DV1335
 DV1335  VERT ORDER  -  FIRST     CLASS II
 DV1335
 DV1335.The horizontal coordinates were scaled from a topographic map and have
 DV1335.an estimated accuracy of +/- 6 seconds.
 DV1335
 DV1335.The orthometric height was determined by differential leveling
 DV1335.and adjusted in November 1993.
 DV1335
 DV1335.The geoid height was determined by GEOID03.
 DV1335
 DV1335.The dynamic height is computed by dividing the NAVD 88
 DV1335.geopotential number by the normal gravity value computed on the
 DV1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1335.degrees latitude (g = 980.6199 gals.).
 DV1335
 DV1335.The modeled gravity was interpolated from observed gravity values.
 DV1335
 DV1335;                    North         East    Units  Estimated Accuracy
 DV1335;SPC AZ C     -   273,000.      167,580.      MT  (+/- 180 meters Scaled)
 DV1335
 DV1335                          SUPERSEDED SURVEY CONTROL
 DV1335
 DV1335.No superseded survey control is available for this station.
 DV1335
 DV1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC690032(NAD 83)
 DV1335_MARKER: DB = BENCH MARK DISK
 DV1335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1335_SP_SET: CONCRETE BRIDGE
 DV1335_STAMPING: I 10-P 1981
 DV1335_MARK LOGO: AZDT  
 DV1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1335+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DV1335
 DV1335  HISTORY     - Date     Condition        Report By
 DV1335  HISTORY     - 1981     MONUMENTED       AZDT
 DV1335  HISTORY     - 20070919 GOOD             GEOCAC
 DV1335
 DV1335                          STATION DESCRIPTION
 DV1335
 DV1335'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1335'4.5 MI NW FROM GOODYEAR.
 DV1335'4.0 MI (6.4 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1335'DYSART ROAD TO THE SARIVAL ROAD OVERPASS AND THE MARK ON THE RIGHT, A
 DV1335'STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTHWEST CURB OF THE WEST
 DV1335'BOUND OVERPASS 17.0 FT (5.18 M) EAST OF THE NORTHWEST DADO, 6 INCHES
 DV1335'(15 CM) NORTH OF GUARDRAIL.
 DV1335
 DV1335                          STATION RECOVERY (2007)
 DV1335
 DV1335'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1341 ***********************************************************************
 DV1341  DESIGNATION -  I10 Q
 DV1341  PID         -  DV1341
 DV1341  STATE/COUNTY-  AZ/MARICOPA
 DV1341  USGS QUAD   -  PERRYVILLE (1982)
 DV1341
 DV1341                         *CURRENT SURVEY CONTROL
 DV1341  ___________________________________________________________________
 DV1341* NAD 83(1986)-  33 27 40.     (N)    112 25 38.     (W)     SCALED    
 DV1341* NAVD 88     -       316.764  (meters)    1039.25   (feet)  ADJUSTED  
 DV1341  ___________________________________________________________________
 DV1341  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV1341  DYNAMIC HT  -         316.399 (meters)    1038.05  (feet)  COMP
 DV1341  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DV1341
 DV1341  VERT ORDER  -  FIRST     CLASS II
 DV1341
 DV1341.The horizontal coordinates were scaled from a topographic map and have
 DV1341.an estimated accuracy of +/- 6 seconds.
 DV1341
 DV1341.The orthometric height was determined by differential leveling
 DV1341.and adjusted in November 1993.
 DV1341
 DV1341.The geoid height was determined by GEOID03.
 DV1341
 DV1341.The dynamic height is computed by dividing the NAVD 88
 DV1341.geopotential number by the normal gravity value computed on the
 DV1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1341.degrees latitude (g = 980.6199 gals.).
 DV1341
 DV1341.The modeled gravity was interpolated from observed gravity values.
 DV1341
 DV1341;                    North         East    Units  Estimated Accuracy
 DV1341;SPC AZ C     -   273,000.      165,900.      MT  (+/- 180 meters Scaled)
 DV1341
 DV1341                          SUPERSEDED SURVEY CONTROL
 DV1341
 DV1341.No superseded survey control is available for this station.
 DV1341
 DV1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC673033(NAD 83)
 DV1341_MARKER: DB = BENCH MARK DISK
 DV1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1341_SP_SET: CONCRETE BRIDGE
 DV1341_STAMPING: I 10-Q 1981
 DV1341_MARK LOGO: AZDT  
 DV1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1341+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 DV1341
 DV1341  HISTORY     - Date     Condition        Report By
 DV1341  HISTORY     - 1981     MONUMENTED       AZDT
 DV1341  HISTORY     - 20080123 GOOD             GEOCAC
 DV1341
 DV1341                          STATION DESCRIPTION
 DV1341
 DV1341'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1341'6.0 MI NW FROM GOODYEAR.
 DV1341'5.0 MI (8.0 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1341'DYSART ROAD TO COTTON LANE OVERPASS AND THE MARK ON THE RIGHT, A
 DV1341'STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTHWEST CURB OF THE WEST
 DV1341'BOUND OVERPASS 17.0 FT (5.18 M) EAST OF THE NORTHWEST DADO, 6 INCHES
 DV1341'(15 CM) NORTH OF GUARDRAIL.
 DV1341
 DV1341                          STATION RECOVERY (2008)
 DV1341
 DV1341'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1341'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1344 ***********************************************************************
 DV1344  DESIGNATION -  I10 R
 DV1344  PID         -  DV1344
 DV1344  STATE/COUNTY-  AZ/MARICOPA
 DV1344  USGS QUAD   -  PERRYVILLE (1982)
 DV1344
 DV1344                         *CURRENT SURVEY CONTROL
 DV1344  ___________________________________________________________________
 DV1344* NAD 83(1986)-  33 27 40.     (N)    112 26 40.     (W)     SCALED    
 DV1344* NAVD 88     -       319.246  (meters)    1047.39   (feet)  ADJUSTED  
 DV1344  ___________________________________________________________________
 DV1344  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV1344  DYNAMIC HT  -         318.879 (meters)    1046.19  (feet)  COMP
 DV1344  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DV1344
 DV1344  VERT ORDER  -  FIRST     CLASS II
 DV1344
 DV1344.The horizontal coordinates were scaled from a topographic map and have
 DV1344.an estimated accuracy of +/- 6 seconds.
 DV1344
 DV1344.The orthometric height was determined by differential leveling
 DV1344.and adjusted in November 1993.
 DV1344
 DV1344.The geoid height was determined by GEOID03.
 DV1344
 DV1344.The dynamic height is computed by dividing the NAVD 88
 DV1344.geopotential number by the normal gravity value computed on the
 DV1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1344.degrees latitude (g = 980.6199 gals.).
 DV1344
 DV1344.The modeled gravity was interpolated from observed gravity values.
 DV1344
 DV1344;                    North         East    Units  Estimated Accuracy
 DV1344;SPC AZ C     -   273,010.      164,300.      MT  (+/- 180 meters Scaled)
 DV1344
 DV1344                          SUPERSEDED SURVEY CONTROL
 DV1344
 DV1344.No superseded survey control is available for this station.
 DV1344
 DV1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC657033(NAD 83)
 DV1344_MARKER: DB = BENCH MARK DISK
 DV1344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1344_SP_SET: CONCRETE BRIDGE
 DV1344_STAMPING: I 10-R 1981
 DV1344_MARK LOGO: AZDT  
 DV1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1344
 DV1344  HISTORY     - Date     Condition        Report By
 DV1344  HISTORY     - 1981     MONUMENTED       AZDT
 DV1344
 DV1344                          STATION DESCRIPTION
 DV1344
 DV1344'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1344'7.0 MI NW FROM GOODYEAR.
 DV1344'6.0 MI (9.7 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1344'DYSART ROAD TO CITRUS ROAD OVERPASS AND THE MARK ON THE RIGHT, A
 DV1344'STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTHWEST CURB OF THE WEST
 DV1344'BOUND OVERPASS 17.0 FT (5.18 M) EAST OF THE NORTHWEST DADO, 6 INCHES
 DV1344'(15 CM) NORTH OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1347 ***********************************************************************
 DV1347  DESIGNATION -  I10 S
 DV1347  PID         -  DV1347
 DV1347  STATE/COUNTY-  AZ/MARICOPA
 DV1347  USGS QUAD   -  PERRYVILLE (1982)
 DV1347
 DV1347                         *CURRENT SURVEY CONTROL
 DV1347  ___________________________________________________________________
 DV1347* NAD 83(1986)-  33 27 53.     (N)    112 27 43.     (W)     SCALED    
 DV1347* NAVD 88     -       325.958  (meters)    1069.41   (feet)  ADJUSTED  
 DV1347  ___________________________________________________________________
 DV1347  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV1347  DYNAMIC HT  -         325.584 (meters)    1068.19  (feet)  COMP
 DV1347  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV1347
 DV1347  VERT ORDER  -  FIRST     CLASS II
 DV1347
 DV1347.The horizontal coordinates were scaled from a topographic map and have
 DV1347.an estimated accuracy of +/- 6 seconds.
 DV1347
 DV1347.The orthometric height was determined by differential leveling
 DV1347.and adjusted in November 1993.
 DV1347
 DV1347.The geoid height was determined by GEOID03.
 DV1347
 DV1347.The dynamic height is computed by dividing the NAVD 88
 DV1347.geopotential number by the normal gravity value computed on the
 DV1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1347.degrees latitude (g = 980.6199 gals.).
 DV1347
 DV1347.The modeled gravity was interpolated from observed gravity values.
 DV1347
 DV1347;                    North         East    Units  Estimated Accuracy
 DV1347;SPC AZ C     -   273,420.      162,680.      MT  (+/- 180 meters Scaled)
 DV1347
 DV1347                          SUPERSEDED SURVEY CONTROL
 DV1347
 DV1347.No superseded survey control is available for this station.
 DV1347
 DV1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641037(NAD 83)
 DV1347_MARKER: DB = BENCH MARK DISK
 DV1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1347_SP_SET: CONCRETE BRIDGE
 DV1347_STAMPING: I 10-S 1981
 DV1347_MARK LOGO: AZDT  
 DV1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1347
 DV1347  HISTORY     - Date     Condition        Report By
 DV1347  HISTORY     - 1981     MONUMENTED       AZDT
 DV1347
 DV1347                          STATION DESCRIPTION
 DV1347
 DV1347'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1347'8.0 MI NW FROM GOODYEAR.
 DV1347'7.0 MI (11.3 KM) WEST ALONG INTERSTATE 10 FROM THE INTERSECTION OF
 DV1347'DYSART ROAD TO PERRYVILLE ROAD OVERPASS AND THE MARK ON THE RIGHT, A
 DV1347'STANDARD AGS ALUMINUM CAP EPOXIED ON THE NORTHWEST CURB OF THE WEST
 DV1347'BOUND OVERPASS 17.0 FT (5.18 M) EAST OF THE NORTHWEST DADO, 6 INCHES
 DV1347'(15 CM) NORTH OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2148 ***********************************************************************
 DU2148  DESIGNATION -  I10 STA 1205+26.18 1168.77
 DU2148  PID         -  DU2148
 DU2148  STATE/COUNTY-  AZ/MARICOPA
 DU2148  USGS QUAD   -  GILA BUTTE NW (1981)
 DU2148
 DU2148                         *CURRENT SURVEY CONTROL
 DU2148  ___________________________________________________________________
 DU2148* NAD 83(1992)-  33 12 47.01558(N)    111 54 55.42258(W)     ADJUSTED  
 DU2148* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 DU2148  ___________________________________________________________________
 DU2148  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DU2148  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU2148  HORZ ORDER  -  SECOND
 DU2148
 DU2148.The horizontal coordinates were established by classical geodetic methods
 DU2148.and adjusted by the National Geodetic Survey in August 1993.
 DU2148
 DU2148.The orthometric height was scaled from a topographic map.
 DU2148
 DU2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2148
 DU2148.The geoid height was determined by GEOID03.
 DU2148
 DU2148;                    North         East     Units Scale Factor Converg.
 DU2148;SPC AZ C     -   245,378.875   213,478.528   MT  0.99990000   +0 00 02.5
 DU2148;SPC AZ C     -   805,048.80    700,388.87   iFT  0.99990000   +0 00 02.5
 DU2148;UTM  12      - 3,675,280.482   414,692.255   MT  0.99968972   -0 30 05.2
 DU2148
 DU2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2148!SPC AZ C     -   0.99994873  x   0.99990000  =   0.99984874
 DU2148!UTM  12      -   0.99994873  x   0.99968972  =   0.99963847
 DU2148
 DU2148                          SUPERSEDED SURVEY CONTROL
 DU2148
 DU2148  NAD 83(1986)-  33 12 47.00915(N)    111 54 55.42657(W) AD(       ) 2
 DU2148  NAD 27      -  33 12 46.82320(N)    111 54 52.92050(W) AD(       ) 2
 DU2148
 DU2148.Superseded values are not recommended for survey control.
 DU2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2148.See file dsdata.txt to determine how the superseded data were derived.
 DU2148
 DU2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1469275280(NAD 83)
 DU2148_MARKER: DD = SURVEY DISK
 DU2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2148+STABILITY: SURFACE MOTION
 DU2148
 DU2148  HISTORY     - Date     Condition        Report By
 DU2148  HISTORY     - 1962     MONUMENTED       AZHD
 DU2148
 DU2148                          STATION DESCRIPTION
 DU2148
 DU2148'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DU2148'TO REACH THE STATION FROM THE POST OFFICE IN GUADALUPE, GO SOUTH
 DU2148'ON 56TH STREET FOR 5 MILES TO T ROAD (WILLIAM FIELD ROAD), TURN
 DU2148'LEFT, GO EAST FOR 0.2 MILE TO SIDE ROAD RIGHT, TURN RIGHT, GO
 DU2148'SOUTH FOR 1.75 MILES TO POINT WHERE IRRIGATION CANAL CROSSES ROAD,
 DU2148'CONTINUE SOUTH FOR 0.3 MILE TO SIDE ROAD LEFT, TURN LEFT, GO EAST
 DU2148'ON BLADED ROAD FOR 1.65 MILES TO WHERE CENTER OF PROPOSED
 DU2148'INTERSTATE HIGHWAY CROSSES ROAD, TURN RIGHT, GO SOUTHEAST ALONG
 DU2148'CENTER OF PROPOSED ROAD FOR 1.7 MILES TO TRAVERSE STATION
 DU2148'BONE, CONTINUE SOUTHEAST FOR 1.95 MILES TO AZIMUTH MARK,
 DU2148'CONTINUE SOUTHEAST FOR 1.2 MILES TO STATION.
 DU2148'
 DU2148'STATION MARK, A ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DU2148'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND
 DU2148'STAMPED 1168.77 1205+26.18 1961.  THE MARK IS 5.3 FEET NORTH OF
 DU2148'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0474 ***********************************************************************
 CY0474  DESIGNATION -  I10 STA 1524 4168.49
 CY0474  PID         -  CY0474
 CY0474  STATE/COUNTY-  AZ/COCHISE
 CY0474  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0474
 CY0474                         *CURRENT SURVEY CONTROL
 CY0474  ___________________________________________________________________
 CY0474* NAD 83(1986)-  32 11 59.     (N)    109 54 37.     (W)     SCALED    
 CY0474* NAVD 88     -      1271.07   (+/-2cm)    4170.2    (feet)  VERTCON   
 CY0474  ___________________________________________________________________
 CY0474  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0474
 CY0474.The horizontal coordinates were scaled from a topographic map and have
 CY0474.an estimated accuracy of +/- 6 seconds.
 CY0474
 CY0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0474.The vertical order pertains to the NGVD 29 superseded value.
 CY0474
 CY0474.The geoid height was determined by GEOID03.
 CY0474
 CY0474;                    North         East    Units  Estimated Accuracy
 CY0474;SPC AZ E     -   133,040.      237,530.      MT  (+/- 180 meters Scaled)
 CY0474
 CY0474                          SUPERSEDED SURVEY CONTROL
 CY0474
 CY0474  NGVD 29 (??/??/92) 1270.307  (m)         4167.67   (f) ADJ UNCH    2 0
 CY0474
 CY0474.Superseded values are not recommended for survey control.
 CY0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0474.See file dsdata.txt to determine how the superseded data were derived.
 CY0474
 CY0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA027630(NAD 83)
 CY0474_MARKER: DR = REFERENCE MARK DISK
 CY0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0474_SP_SET: BRIDGE
 CY0474_STAMPING: 4168.49 1524 1958
 CY0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0474
 CY0474  HISTORY     - Date     Condition        Report By
 CY0474  HISTORY     - 1958     MONUMENTED       AZHD
 CY0474  HISTORY     - 1960     GOOD             NGS
 CY0474
 CY0474                          STATION DESCRIPTION
 CY0474
 CY0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CY0474'8.6 MI SW FROM WILLCOX.
 CY0474'8.6 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 86 AND 186 AT
 CY0474'WILLCOX, ARIZONA, ON STATE HIGHWAY 86-INTERSTATE HIGHWAY 19, 2.9 MILES
 CY0474'NORTHEAST OF THE UNDERPASS THAT THE JUNCTION OF U. S. HIGHWAY 666 AND
 CY0474'INTERSTATE HIGHWAY 19, CEMENTED IN THE SOUTHWEST END OF THE SOUTHEAST
 CY0474'HEADWALL OF A CONCRETE BRIDGE, ABOUT 1 FOOT HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2116 ***********************************************************************
 CZ2116  DESIGNATION -  I10 STA 2249+17.75 1521.00
 CZ2116  PID         -  CZ2116
 CZ2116  STATE/COUNTY-  AZ/PINAL
 CZ2116  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2116
 CZ2116                         *CURRENT SURVEY CONTROL
 CZ2116  ___________________________________________________________________
 CZ2116* NAD 83(1992)-  32 58 22.81882(N)    111 43 43.71791(W)     ADJUSTED  
 CZ2116* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 CZ2116  ___________________________________________________________________
 CZ2116  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ2116  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ2116  HORZ ORDER  -  SECOND
 CZ2116
 CZ2116.The horizontal coordinates were established by classical geodetic methods
 CZ2116.and adjusted by the National Geodetic Survey in August 1993.
 CZ2116
 CZ2116.The orthometric height was scaled from a topographic map.
 CZ2116
 CZ2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2116
 CZ2116.The geoid height was determined by GEOID03.
 CZ2116
 CZ2116;                    North         East     Units Scale Factor Converg.
 CZ2116;SPC AZ C     -   218,773.674   230,919.361   MT  0.99990380   +0 06 08.1
 CZ2116;SPC AZ C     -   717,761.40    757,609.45   iFT  0.99990380   +0 06 08.1
 CZ2116;UTM  12      - 3,648,530.052   431,896.077   MT  0.99965719   -0 23 48.0
 CZ2116
 CZ2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2116!SPC AZ C     -   0.99993178  x   0.99990380  =   0.99983559
 CZ2116!UTM  12      -   0.99993178  x   0.99965719  =   0.99958900
 CZ2116
 CZ2116                          SUPERSEDED SURVEY CONTROL
 CZ2116
 CZ2116  NAD 83(1986)-  32 58 22.81221(N)    111 43 43.71990(W) AD(       ) 2
 CZ2116  NAD 27      -  32 58 22.60400(N)    111 43 41.24800(W) AD(       ) 2
 CZ2116
 CZ2116.Superseded values are not recommended for survey control.
 CZ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2116.See file dsdata.txt to determine how the superseded data were derived.
 CZ2116
 CZ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3189648530(NAD 83)
 CZ2116_MARKER: DD = SURVEY DISK
 CZ2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2116+STABILITY: SURFACE MOTION
 CZ2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2116+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ2116
 CZ2116  HISTORY     - Date     Condition        Report By
 CZ2116  HISTORY     - 1962     MONUMENTED       AZHD
 CZ2116  HISTORY     - 20070311 GOOD             GEOCAC
 CZ2116
 CZ2116                          STATION DESCRIPTION
 CZ2116
 CZ2116'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 CZ2116'TO REACH STATION VISTA FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ2116'WEST ON STATE HIGHWAY 93 FOR 0.2 MILE TO A SIGN (GILA BEND,
 CZ2116'PHOENIX), TURN RIGHT AND GO NORTH ON STATE HIGHWAY 93 FOR
 CZ2116'6.3 MILES TO A CROSSROAD AND SMALL SIGN (VAL VISTA BLVD.),
 CZ2116'TURN RIGHT AND GO EAST FOR 1.0 MILE TO A CROSSROAD, CONTINUE
 CZ2116'EAST FOR 0.85 MILE TO WHERE PROPOSED INTERSTATE HIGHWAY
 CZ2116'CROSSES ROAD, TURN LEFT ABOUT 200 FEET WEST AND FOLLOW TRACK
 CZ2116'ROAD NORTH FOR 0.15 MILE TO THE AZIMUTH MARK IN THE CENTER
 CZ2116'LINE OF PROPOSED INTERSTATE HIGHWAY, CONTINUE NORTHWEST ON THE
 CZ2116'CENTER LINE FOR 0.35 MILE TO STATION VISTA AS DESCRIBED.
 CZ2116'
 CZ2116'THE STATION MARK IS A ARIZONA HIGHWAY DEPARTMENT DISK SET IN
 CZ2116'THE TOP OF A 6 INCH ROUND CONCRETE POST WHICH IS ABOUT FLUSH
 CZ2116'WITH THE GROUND AND STAMPED 1521.00 2249+17.75 1961.  THE
 CZ2116'MARK IS 5.6 FEET NORTH OF THE WITNESS POST AND IN THE MEDIAN
 CZ2116'OF PROPOSED INTERSTATE HIGHWAY.
 CZ2116
 CZ2116                          STATION RECOVERY (2007)
 CZ2116
 CZ2116'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1579 ***********************************************************************
 DA1579  DESIGNATION -  I8 STA 4565+58.50 747.08
 DA1579  PID         -  DA1579
 DA1579  STATE/COUNTY-  AZ/MARICOPA
 DA1579  USGS QUAD   -  THEBA (1973)
 DA1579
 DA1579                         *CURRENT SURVEY CONTROL
 DA1579  ___________________________________________________________________
 DA1579* NAD 83(1992)-  32 55 19.32161(N)    112 53 15.91737(W)     ADJUSTED  
 DA1579* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 DA1579  ___________________________________________________________________
 DA1579  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DA1579  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA1579  HORZ ORDER  -  SECOND
 DA1579
 DA1579.The horizontal coordinates were established by classical geodetic methods
 DA1579.and adjusted by the National Geodetic Survey in August 1993.
 DA1579
 DA1579.The orthometric height was scaled from a topographic map.
 DA1579
 DA1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1579
 DA1579.The geoid height was determined by GEOID03.
 DA1579
 DA1579;                    North         East     Units Scale Factor Converg.
 DA1579;SPC AZ C     -   213,523.999   122,536.245   MT  1.00000168   -0 31 40.2
 DA1579;SPC AZ C     -   700,538.05    402,021.80   iFT  1.00000168   -0 31 40.2
 DA1579;UTM  12      - 3,644,224.415   323,485.700   MT  0.99998419   -1 01 34.5
 DA1579
 DA1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1579!SPC AZ C     -   0.99996920  x   1.00000168  =   0.99997088
 DA1579!UTM  12      -   0.99996920  x   0.99998419  =   0.99995339
 DA1579
 DA1579                          SUPERSEDED SURVEY CONTROL
 DA1579
 DA1579  NAD 83(1986)-  32 55 19.31485(N)    112 53 15.92262(W) AD(       ) 2
 DA1579  NAD 27      -  32 55 19.13740(N)    112 53 13.30490(W) AD(       ) 2
 DA1579
 DA1579.Superseded values are not recommended for survey control.
 DA1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1579.See file dsdata.txt to determine how the superseded data were derived.
 DA1579
 DA1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2348644224(NAD 83)
 DA1579_MARKER: DD = SURVEY DISK
 DA1579_SETTING: 0 = UNSPECIFIED SETTING
 DA1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1579
 DA1579  HISTORY     - Date     Condition        Report By
 DA1579  HISTORY     - 1960     MONUMENTED       AZHD
 DA1579  HISTORY     - 20060220 MARK NOT FOUND   USPSQD
 DA1579  HISTORY     - 20060220 MARK NOT FOUND   USPSQD
 DA1579
 DA1579                          STATION DESCRIPTION
 DA1579
 DA1579'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DA1579'THE ARIZONA HIGHWAY DEPT. MARK (R.M. 2), NO STAMPING, IS A BRONZE
 DA1579'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH CURB,
 DA1579'0.6 FOOT SOUTH OF THE BASE OF THE CONCRETE ABUTMENT AT THE
 DA1579'NORTHEAST CORNER OF THE INTERCHANGE AND 1 FOOT ABOVE THE ROADWAY.
 DA1579'
 DA1579'STATION THEBA IS 10.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM
 DA1579'THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 85 AT GILA
 DA1579'BEND TO THE THEBA INTERCHANGE.
 DA1579
 DA1579                          STATION RECOVERY (2006)
 DA1579
 DA1579'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1579'MARK NOT FOUND.  ROADWAY MAY HAVE BEEN EXPANDED COVERING MARK.
 DA1579
 DA1579                          STATION RECOVERY (2006)
 DA1579
 DA1579'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1579'MARK NOT FOUND.  ROADWAY MAY HAVE BEEN EXPANDED COVERING MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0873 ***********************************************************************
 DW0873  DESIGNATION -  IBEX
 DW0873  PID         -  DW0873
 DW0873  STATE/COUNTY-  AZ/LA PAZ
 DW0873  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0873
 DW0873                         *CURRENT SURVEY CONTROL
 DW0873  ___________________________________________________________________
 DW0873* NAD 83(1992)-  33 43 21.23657(N)    114 04 50.93375(W)     ADJUSTED  
 DW0873* NAVD 88     -       846.3    (meters)    2777.     (feet)  VERTCON   
 DW0873  ___________________________________________________________________
 DW0873  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 DW0873  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DW0873  HORZ ORDER  -  SECOND
 DW0873
 DW0873.The horizontal coordinates were established by classical geodetic methods
 DW0873.and adjusted by the National Geodetic Survey in August 1993.
 DW0873
 DW0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0873
 DW0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0873
 DW0873.The geoid height was determined by GEOID03.
 DW0873
 DW0873;                    North         East     Units Scale Factor Converg.
 DW0873;SPC AZ W     -   301,943.151   182,700.713   MT  0.99994492   -0 11 01.2
 DW0873;SPC AZ W     -   990,627.14    599,411.79   iFT  0.99994492   -0 11 01.2
 DW0873;UTM  11      - 3,735,222.923   770,498.889   MT  1.00050214   +1 37 17.9
 DW0873;UTM  12      - 3,735,658.846   214,518.659   MT  1.00060486   -1 42 41.5
 DW0873
 DW0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0873!SPC AZ W     -   0.99987209  x   0.99994492  =   0.99981701
 DW0873!UTM  11      -   0.99987209  x   1.00050214  =   1.00037416
 DW0873!UTM  12      -   0.99987209  x   1.00060486  =   1.00047687
 DW0873
 DW0873|---------------------------------------------------------------------|
 DW0873| PID    Reference Object                     Distance      Geod. Az  |
 DW0873|                                                           dddmmss.s |
 DW0873| CF0861 IBEX RM 2                             3.631 METERS 22907     |
 DW0873| CF0859 IBEX AZ MK                                         2593158.7 |
 DW0873| CF0860 IBEX RM 1                             3.511 METERS 33346     |
 DW0873|---------------------------------------------------------------------|
 DW0873
 DW0873                          SUPERSEDED SURVEY CONTROL
 DW0873
 DW0873  NAD 83(1986)-  33 43 21.23398(N)    114 04 50.94233(W) AD(       ) 2
 DW0873  NAD 27      -  33 43 21.13680(N)    114 04 48.15120(W) AD(       ) 2
 DW0873  NGVD 29 (07/19/86)  845.6    (m)         2774.     (f) VERT ANG    3  
 DW0873
 DW0873.Superseded values are not recommended for survey control.
 DW0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0873.See file dsdata.txt to determine how the superseded data were derived.
 DW0873
 DW0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7049935223(NAD 83)
 DW0873_MARKER: DD = SURVEY DISK
 DW0873_SETTING: 66 = SET IN ROCK OUTCROP
 DW0873_SP_SET: PARTIALLY EXPOSED BEDROCK
 DW0873
 DW0873  HISTORY     - Date     Condition        Report By
 DW0873  HISTORY     - 1949     MONUMENTED       USGS
 DW0873  HISTORY     - 1972     GOOD             AZHD
 DW0873
 DW0873                          STATION DESCRIPTION
 DW0873
 DW0873'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0873'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE NORTHEAST OF
 DW0873'QUARTZSITE ON A ROUNDED PEAK OF THE PLOMOSA MOUNTAINS.  THERE
 DW0873'ARE HIGHER AND SHARPER PEAKS TO THE EAST.  THE STATION MARK IS A
 DW0873'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN BEDROCK ON THE
 DW0873'HIGHEST POINT OF THE PEAK.  IT PROJECTS 6 INCHES AND IS
 DW0873'STAMPED, IBEX.
 DW0873'
 DW0873'REFERENCE MARK NO. 1 IS SET FLUSH 2 FEET LOWER THAN THE STATION
 DW0873'MARK.  IT IS STAMPED, IBEX NO 1 1949.
 DW0873'
 DW0873'REFERENCE MARK NO. 2 PROJECTS 2 FEET, IS 1 FOOT LOWER THAN
 DW0873'THE STATION MARK AND IS STAMPED, IBEX NO 2 1949.
 DW0873'
 DW0873'THE AZIMUTH MARK IS SET ON THE NORTHWEST SIDE OF A SMALL ROCKY
 DW0873'KNOLL THAT IS IN THE FLAT AREA JUST WEST OF THE MOUNTAIN.
 DW0873'IT PROJECTS 8 INCHES, IS 5 FEET SOUTHEAST OF A 3 FOOT CAIRN.
 DW0873'IT IS STAMPED, IBEX 1949.
 DW0873'
 DW0873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95
 DW0873'AND U.S. HIGHWAY 60 JUST EAST OF QUARTZSITE.  GO EAST ON U.S.
 DW0873'HIGHWAY 60, 4.7 MILES TO A TRACK ROAD LEFT.  TURN LEFT, GO 3.6
 DW0873'MILES TO A FLAT SMOOTH BENCH.  TURN RIGHT, GO EASTERLY TO A SMALL
 DW0873'ROCKY KNOLL AND AZIMUITH MARK.  CONTINUE UP WASH A SHORT DISTANCE
 DW0873'TO END OF TRUCK TRAVEL.  THEN WALK EASTERLY UP WASH AND RIDGES
 DW0873'TO STATION.  A 2 HOUR PACK.  THE PACKING TIME CAN BE CUT IN HALF
 DW0873'BY CONTINUING NORTH ON THE TRACK ROAD TO A CROSSROAD.  TURN
 DW0873'RIGHT ON BLADED ROAD, GO EASTERLY TO A POINT NORTH OF THE
 DW0873'STATION PEAK, THEN TURN RIGHT AND GO SOUTH ACROSS COUNTRY
 DW0873'TO THE BASE OF THE MOUNTAIN AND END OF TRUCK TRAVEL.
 DW0873'WALK UP STEEP SLOPE, PASSING TO THE RIGHT OF THE VERTICAL
 DW0873'CLIFF, TO THE STATION.
 DW0873
 DW0873                          STATION RECOVERY (1972)
 DW0873
 DW0873'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DW0873'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DW0873'RECOVERED IN GOOD CONDITION.  A NOTE IS ADDED ON REACHING THE
 DW0873'STATION.
 DW0873'
 DW0873'TO REACH FROM THE JUNCTION OF U.S. 95 AND I 10 IN QUARTZSITE,
 DW0873'GO EAST ON I 10 FOR 7.6 MILES TO GOLD NUGGET ROAD OVERPASS.
 DW0873'THENCE NORTH ON A TRACK ROAD FOR 1.1 MILES TO A JEEP TRACK.
 DW0873'LEFT ON THE JEEP TRACK FOR 0.6 MILES AND THE END OF TRUCK
 DW0873'TRAVEL.  PACK NORTHERLY ALONG THE CREST OF A RIDGE FOR ABOUT
 DW0873'1.5 MILES TO THE STATION LOCATED ON A SMOOTH TOPPED POINT,
 DW0873'EITHER THE HIGHEST OR NEARLY THE HIGHEST IN THE RANGE.  ABOUT
 DW0873'A 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1678 ***********************************************************************
 DB1678  DESIGNATION -  IBM ET 3
 DB1678  PID         -  DB1678
 DB1678  STATE/COUNTY-  AZ/YUMA
 DB1678  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB1678
 DB1678                         *CURRENT SURVEY CONTROL
 DB1678  ___________________________________________________________________
 DB1678* NAD 83(1992)-  32 19 22.52989(N)    114 14 42.71828(W)     ADJUSTED  
 DB1678* NAVD 88     -       196.07   (+/-2cm)     643.3    (feet)  VERTCON   
 DB1678  ___________________________________________________________________
 DB1678  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 DB1678  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DB1678  HORZ ORDER  -  THIRD
 DB1678  VERT ORDER  -  THIRD ? (See Below)
 DB1678
 DB1678.The horizontal coordinates were established by classical geodetic methods
 DB1678.and adjusted by the National Geodetic Survey in August 1993.
 DB1678
 DB1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1678.The vertical order pertains to the NGVD 29 superseded value.
 DB1678
 DB1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1678
 DB1678.The geoid height was determined by GEOID03.
 DB1678
 DB1678;                    North         East     Units Scale Factor Converg.
 DB1678;SPC AZ W     -   146,785.101   166,734.644   MT  0.99996013   -0 15 53.2
 DB1678;SPC AZ W     -   481,578.42    547,029.67   iFT  0.99996013   -0 15 53.2
 DB1678;UTM  11      - 3,579,565.454   759,332.627   MT  1.00042943   +1 28 25.6
 DB1678
 DB1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1678!SPC AZ W     -   0.99997456  x   0.99996013  =   0.99993469
 DB1678!UTM  11      -   0.99997456  x   1.00042943  =   1.00040398
 DB1678
 DB1678                          SUPERSEDED SURVEY CONTROL
 DB1678
 DB1678  NAD 83(1986)-  32 19 22.53710(N)    114 14 42.73320(W) AD(       ) 3
 DB1678  NGVD 29 (04/26/91)  195.38   (m)          641.0    (f) LEVELING    3  
 DB1678
 DB1678.Superseded values are not recommended for survey control.
 DB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1678.See file dsdata.txt to determine how the superseded data were derived.
 DB1678
 DB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR5933379565(NAD 83)
 DB1678_MARKER: DD = SURVEY DISK
 DB1678_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1678
 DB1678  HISTORY     - Date     Condition        Report By
 DB1678  HISTORY     - 1964     MONUMENTED       USGS
 DB1678
 DB1678                          STATION DESCRIPTION
 DB1678
 DB1678'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1678'LOCATED ABOUT 31.5 MI SE. OF SAN LUIS, SONORA, MEXICO.  ABOUT 500
 DB1678'FT N. OF THE UNITED STATES AND MEXICO BORDER.
 DB1678'
 DB1678'TO REACH NOT GIVEN.
 DB1678'
 DB1678'STATION MARK--STANDARD TABLET STAMPED---IBM ET 3 1964---, IN
 DB1678'CONCRETE POST.
 DB1678'
 DB1678'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1679 ***********************************************************************
 DB1679  DESIGNATION -  IBM ET 4
 DB1679  PID         -  DB1679
 DB1679  STATE/COUNTY-  AZ/YUMA
 DB1679  USGS QUAD   -  VOPOKI RIDGE SE (1990)
 DB1679
 DB1679                         *CURRENT SURVEY CONTROL
 DB1679  ___________________________________________________________________
 DB1679* NAD 83(1992)-  32 20 22.33358(N)    114 17 56.75619(W)     ADJUSTED  
 DB1679* NAVD 88     -       171.53   (+/-2cm)     562.8    (feet)  VERTCON   
 DB1679  ___________________________________________________________________
 DB1679  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DB1679  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DB1679  HORZ ORDER  -  THIRD
 DB1679  VERT ORDER  -  THIRD ? (See Below)
 DB1679
 DB1679.The horizontal coordinates were established by classical geodetic methods
 DB1679.and adjusted by the National Geodetic Survey in August 1993.
 DB1679
 DB1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1679.The vertical order pertains to the NGVD 29 superseded value.
 DB1679
 DB1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1679
 DB1679.The geoid height was determined by GEOID03.
 DB1679
 DB1679;                    North         East     Units Scale Factor Converg.
 DB1679;SPC AZ W     -   148,651.907   161,669.139   MT  0.99996627   -0 17 37.5
 DB1679;SPC AZ W     -   487,703.11    530,410.56   iFT  0.99996627   -0 17 37.5
 DB1679;UTM  11      - 3,581,278.455   754,210.502   MT  1.00039699   +1 26 44.1
 DB1679
 DB1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1679!SPC AZ W     -   0.99997843  x   0.99996627  =   0.99994470
 DB1679!UTM  11      -   0.99997843  x   1.00039699  =   1.00037541
 DB1679
 DB1679                          SUPERSEDED SURVEY CONTROL
 DB1679
 DB1679  NAD 83(1986)-  32 20 22.34126(N)    114 17 56.77126(W) AD(       ) 3
 DB1679  NGVD 29 (04/26/91)  170.84   (m)          560.5    (f) LEVELING    3  
 DB1679
 DB1679.Superseded values are not recommended for survey control.
 DB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1679.See file dsdata.txt to determine how the superseded data were derived.
 DB1679
 DB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR5421181278(NAD 83)
 DB1679_MARKER: DD = SURVEY DISK
 DB1679_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1679
 DB1679  HISTORY     - Date     Condition        Report By
 DB1679  HISTORY     - 1964     MONUMENTED       USGS
 DB1679
 DB1679                          STATION DESCRIPTION
 DB1679
 DB1679'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1679'LOCATED 26.8 MI ESE. OF SAN LUIS, SONORA, MEXICO.  ABOUT 300 FT N.
 DB1679'OF THE INTERNATIONAL BOUNDARY.
 DB1679'
 DB1679'TO REACH NOT GIVEN.
 DB1679'
 DB1679'STATION MARK--STANDARD TABLET STAMPED---IBM ET 4 1964---, IN TOP OF
 DB1679'CEMENT POST PROJECTING 0.5 FT ABOVE GROUND.
 DB1679'
 DB1679'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5915 ***********************************************************************
 DJ5915  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5915  DESIGNATION -  ICE9
 DJ5915  PID         -  DJ5915
 DJ5915  STATE/COUNTY-  AZ/MARICOPA
 DJ5915  USGS QUAD   -  AVONDALE SE (1978)
 DJ5915
 DJ5915                         *CURRENT SURVEY CONTROL
 DJ5915  ___________________________________________________________________
 DJ5915* NAD 83(2007)-  33 22 00.49012(N)    112 21 12.67696(W)     ADJUSTED  
 DJ5915* NAVD 88     -       329.66   (meters)    1081.6    (feet)  GPS OBS   
 DJ5915  ___________________________________________________________________
 DJ5915  EPOCH DATE  -        2007.00
 DJ5915  X           -  -2,028,042.218 (meters)                     COMP
 DJ5915  Y           -  -4,931,750.726 (meters)                     COMP
 DJ5915  Z           -   3,488,170.314 (meters)                     COMP
 DJ5915  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DJ5915  ELLIP HEIGHT-         299.362 (meters)          (03/21/07) ADJUSTED
 DJ5915  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DJ5915  HORZ ORDER  -  FIRST
 DJ5915  ELLP ORDER  -  FOURTH    CLASS I
 DJ5915
 DJ5915.The horizontal coordinates were established by GPS observations
 DJ5915.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5915
 DJ5915.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5915.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5915.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5915.The epoch date for horizontal control is a decimal equivalence
 DJ5915.of Year/Month/Day.
 DJ5915
 DJ5915.The orthometric height was determined by GPS observations and a
 DJ5915.high-resolution geoid model.
 DJ5915.The orthometric height was determined by GPS observations and a
 DJ5915.high-resolution geoid model using precise GPS observation and
 DJ5915.processing techniques.
 DJ5915
 DJ5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5915
 DJ5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5915
 DJ5915.The ellipsoidal height was determined by GPS observations
 DJ5915.and is referenced to NAD 83.
 DJ5915
 DJ5915.The geoid height was determined by GEOID03.
 DJ5915
 DJ5915;                    North         East     Units Scale Factor Converg.
 DJ5915;SPC AZ C     -   262,513.977   172,708.197   MT  0.99992037   -0 14 25.0
 DJ5915;SPC AZ C     -   861,266.33    566,627.94   iFT  0.99992037   -0 14 25.0
 DJ5915;UTM  12      - 3,692,770.051   374,080.789   MT  0.99979548   -0 44 40.3
 DJ5915
 DJ5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5915!SPC AZ C     -   0.99995300  x   0.99992037  =   0.99987338
 DJ5915!UTM  12      -   0.99995300  x   0.99979548  =   0.99974849
 DJ5915
 DJ5915                          SUPERSEDED SURVEY CONTROL
 DJ5915
 DJ5915.No superseded survey control is available for this station.
 DJ5915
 DJ5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7408192770(NAD 83)
 DJ5915_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5915_SETTING: 66 = SET IN ROCK OUTCROP
 DJ5915_STAMPING: ICE9 2006
 DJ5915_MARK LOGO: NGS   
 DJ5915_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5915+STABILITY: POSITION/ELEVATION WELL
 DJ5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5915+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5915
 DJ5915  HISTORY     - Date     Condition        Report By
 DJ5915  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5915
 DJ5915                          STATION DESCRIPTION
 DJ5915
 DJ5915'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5915'FROM THE INTERSECTION OF AVONDALE BOULEVARD AND I-10 IN AVONDALE,
 DJ5915'ARIZONA, TRAVEL SOUTH ON AVONDALE BOULEVARD 8.17KM TO THE BRIDGE OVER
 DJ5915'THE GILA RIVER.  CONTINUE ACROSS BRIDGE 2.17KM TO THE INTERSECTION OF
 DJ5915'INDIAN SPRINGS ROAD AND EL MIRAGE ROAD.  CONTINUE WEST ON INDIAN
 DJ5915'SPRINGS ROAD 3.08KM TO 138TH AVENUE, A GRADED COUNTY ROAD.  TRAVEL
 DJ5915'SOUTH ON 138TH AVENUE 1.12KM, TO THE TOP OF A HILL WHERE GRADED ROAD
 DJ5915'TURNS WEST.  STATION IS A NGS HORIZONTAL CONTROL DISK, STAMPED ICE9
 DJ5915'2006, IN ROCK OUT CROP.  STATION IS 24 METERS EAST OF CENTERLINE OF
 DJ5915'GRADED ROAD, NEAR TOP OF HILL AND 1M WEST OF CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6796 ***********************************************************************
 AC6796  SACS        -  This is a Secondary Airport Control Station.
 AC6796  DESIGNATION -  IFP A
 AC6796  PID         -  AC6796
 AC6796  STATE/COUNTY-  AZ/MOHAVE
 AC6796  USGS QUAD   -  DAVIS DAM (1983)
 AC6796
 AC6796                         *CURRENT SURVEY CONTROL
 AC6796  ___________________________________________________________________
 AC6796* NAD 83(2007)-  35 08 51.24562(N)    114 33 28.04125(W)     ADJUSTED  
 AC6796* NAVD 88     -       210.24   (meters)     689.8    (feet)  GPS OBS   
 AC6796  ___________________________________________________________________
 AC6796  EPOCH DATE  -        2007.00
 AC6796  X           -  -2,169,973.374 (meters)                     COMP
 AC6796  Y           -  -4,748,873.128 (meters)                     COMP
 AC6796  Z           -   3,651,369.264 (meters)                     COMP
 AC6796  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AC6796  ELLIP HEIGHT-         180.153 (meters)          (02/10/07) ADJUSTED
 AC6796  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AC6796
 AC6796  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6796  Type    PID    Designation                      North   East  Ellip
 AC6796  -------------------------------------------------------------------
 AC6796  NETWORK AC6796 IFP A                             0.73   0.63   1.35
 AC6796  -------------------------------------------------------------------
 AC6796
 AC6796.This mark is at Laughlin/bullhead Intl Airport (IFP)
 AC6796
 AC6796.The horizontal coordinates were established by GPS observations
 AC6796.and adjusted by the National Geodetic Survey in February 2007.
 AC6796
 AC6796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6796.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6796.The horizontal coordinates are valid at the epoch date displayed above.
 AC6796.The epoch date for horizontal control is a decimal equivalence
 AC6796.of Year/Month/Day.
 AC6796
 AC6796.The orthometric height was determined by GPS observations and a
 AC6796.high-resolution geoid model.
 AC6796
 AC6796.GPS derived orthometric heights for airport stations designated as
 AC6796.PACS or SACS are published to 2 decimal places.  This maintains
 AC6796.centimeter relative accuracy between the PACS and SACS.  It does
 AC6796.not indicate centimeter accuracy relative to other marks which are
 AC6796.part of the NAVD 88 network.
 AC6796
 AC6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6796
 AC6796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6796
 AC6796.The ellipsoidal height was determined by GPS observations
 AC6796.and is referenced to NAD 83.
 AC6796
 AC6796.The geoid height was determined by GEOID03.
 AC6796
 AC6796;                    North         East     Units Scale Factor Converg.
 AC6796;SPC AZ W     -   460,258.128   139,755.110   MT  1.00000008   -0 27 54.2
 AC6796;SPC AZ W     - 1,510,033.23    458,514.14   iFT  1.00000008   -0 27 54.2
 AC6796;UTM  11      - 3,892,138.611   722,477.844   MT  1.00021004   +1 24 23.5
 AC6796
 AC6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6796!SPC AZ W     -   0.99997172  x   1.00000008  =   0.99997180
 AC6796!UTM  11      -   0.99997172  x   1.00021004  =   1.00018176
 AC6796
 AC6796                          SUPERSEDED SURVEY CONTROL
 AC6796
 AC6796  ELLIP H (01/12/01)  180.173  (m)                       GP(       ) 4 1
 AC6796  NAD 83(1992)-  35 08 51.24478(N)    114 33 28.04027(W) AD(       ) 1
 AC6796  ELLIP H (03/14/97)  180.112  (m)                       GP(       ) 3 1
 AC6796
 AC6796.Superseded values are not recommended for survey control.
 AC6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6796.See file dsdata.txt to determine how the superseded data were derived.
 AC6796
 AC6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2247892139(NAD 83)
 AC6796_MARKER: DD = SURVEY DISK
 AC6796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6796_STAMPING: IFP A 1996
 AC6796_MARK LOGO: NGS   
 AC6796_PROJECTION: FLUSH
 AC6796_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6796+STABILITY: SURFACE MOTION
 AC6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6796+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 AC6796_ROD/PIPE-DEPTH: 1.0  meters
 AC6796
 AC6796  HISTORY     - Date     Condition        Report By
 AC6796  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6796  HISTORY     - 19970512 GOOD             NGS
 AC6796  HISTORY     - 20080507 GOOD             STANTI
 AC6796
 AC6796                          STATION DESCRIPTION
 AC6796
 AC6796'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6796'THE STATION IS LOCATED APPROXIMATELY 1.8 KM (1.10 MI) NORTH OF
 AC6796'BULLHEAD CITY AT THE LAUGHLIN / BULLHEAD CITY INTERNATIONAL AIRPORT.
 AC6796'OWNERSHIP -- MOHAVE COUNTY, DAVE SMITH - AIRPORT MANAGER, PHONE (520)
 AC6796'754-2134 TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 95 AND
 AC6796'LOCUST BOULEVARD, JUST NORTH OF BULLHEAD CITY AT EAST END OF BRIDGE
 AC6796'OVER THE COLORADO RIVER, PROCEED EAST ALONG LOCUST BOULEVARD FOR 0.8
 AC6796'KM (0.50 MI) TO THE JUNCTION WITH LAUGHLIN VIEW DRIVE.  TURN RIGHT AND
 AC6796'GO SOUTH ON LAUGHLIN VIEW DRIVE FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AC6796'TERMINAL BUILDING AND ACCESS GATE.  PROCEED THROUGH GATE AND WESTERLY
 AC6796'ALONG TAXIWAY B FOR APPROXIMATELY 0.1 KM (0.05 MI) TO THE JUNCTION
 AC6796'WITH TAXIWAY A.  TURN LEFT ON TAXIWAY A AND GO SOUTH FOR 0.1.90 KM
 AC6796'(0.05 MI) TO THE JUNCTION WITH TAXIWAY F AT THE END OF TAXIWAY A. THE
 AC6796'STATION IS ON THE RIGHT IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 AC6796'TAXIWAY A AND TAXIWAY F THE STATION IS THE CENTER OF A 5 CM SURVEY
 AC6796'DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 13
 AC6796'CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS
 AC6796'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AC6796'FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AC6796'BOTTOM OF THE PIPE.  THE STATION IS LOCATED 23.60 M (77.43 FT)
 AC6796'NORTH-NORTHEAST OF TAXIWAY LIGHT 2-76, 16.80 M (55.12 FT) NORTH OF
 AC6796'TAXIWAY LIGHT 2-77, 13.60 M (44.62 FT) WEST-NORTHWEST OF TAXIWAY LIGHT
 AC6796'2-78, 17.10 M (56.10 FT) WEST-SOUTHWEST OF TAXIWAY LIGHT 2-117, 23.25
 AC6796'M (76.28 FT) NORTHEAST OF CENTER OF A RUNWAY HOLDING POSITION SIGN (34
 AC6796'- F) , 66.00 M (216.53 FT) EAST OF THE EAST EDGE OF RUNWAY 16-34,
 AC6796'17.10 M (56.10 FT) WEST OF THE WEST EDGE OF TAXIWAY A, AND 0.9 M (3.0
 AC6796'FT) SOUTHEAST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS
 AC6796'A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6796
 AC6796                          STATION RECOVERY (1997)
 AC6796
 AC6796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6796'THE STATION IS LOCATED ON THE NORTH SIDE OF BULLHEAD CITY AT THE
 AC6796'LAUGHLIN/BULLHEAD INTERNATIONAL AIRPORT, ALONG THE EAST EDGE AND NEAR
 AC6796'THE SOUTH END OF RUWNAY 16-34.  OWNERSHIP--MOHAVE COUNTY AIRPORT
 AC6796'AUTHORITY, DAVID B.  SMITH, AIRPORT MANAGER, 600 HIGHWAY 95, BULLHEAD
 AC6796'CITY, AZ 86429.  THE PHONE NUMBER IS (520) 754-2134.  TO REACH THE
 AC6796'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 95, 163, AND BULLHEAD
 AC6796'PARKWAY ON THE NORTH SIDE OF BULLHEAD CITY, GO EAST FOR 0.9 KM (0.55
 AC6796'MI) ON THE PARKWAY TO LAUGHLIN VIEW DRIVE ON THE RIGHT.  TURN RIGHT
 AC6796'AND GO SOUTHERLY FOR 0.5 KM (0.30 MI) ON THE DRIVE TO A LOCKED GATE ON
 AC6796'THE RIGHT JUST BEFORE REACHING THE AIRPORT FIRE STATION. PASS THROUGH
 AC6796'THE GATE AND CONTINUE SOUTH FOR 50-METERS ON A PAVED ACCESS ROAD TO
 AC6796'TAXIWAY B.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 AC6796'TO PARALLEL TAXIWAY A.  TURN LEFT AND GO SOUTH FOR 1.9 KM (1.20 MI) ON
 AC6796'THE TAXIWAY TO THE STATION RIGHT JUST BEFORE REACHING A CONNECTING
 AC6796'TAXIWAY AND RUNWAY END 34.  THE STATION IS 70.1 M (230.0 FT) EAST OF
 AC6796'THE EAST EDGE OF THE RUNWAY, 36.4 M (119.4 FT) EAST-NORTHEAST OF
 AC6796'STATION P06 C, 35.1 M (115.2 FT) NORTH OF THE CENTER OF THE CONNECTING
 AC6796'TAXIWAY, 30.2 M (99.1 FT) WEST OF THE CENTER OF THE PARALLEL TAXIWAY,
 AC6796'AND 1.0 M (3.3 FT) SOUTHEAST OF A CARSONITE WITNESS POST.  NOTE--THIS
 AC6796'STATION SELECTED AS A SACS.
 AC6796
 AC6796                          STATION RECOVERY (2008)
 AC6796
 AC6796'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (BPG)
 AC6796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6795 ***********************************************************************
 AC6795  SACS        -  This is a Secondary Airport Control Station.
 AC6795  DESIGNATION -  IFP B
 AC6795  PID         -  AC6795
 AC6795  STATE/COUNTY-  AZ/MOHAVE
 AC6795  USGS QUAD   -  DAVIS DAM (1983)
 AC6795
 AC6795                         *CURRENT SURVEY CONTROL
 AC6795  ___________________________________________________________________
 AC6795* NAD 83(2007)-  35 09 43.47994(N)    114 33 32.07577(W)     ADJUSTED  
 AC6795* NAVD 88     -       192.54   (meters)     631.7    (feet)  GPS OBS   
 AC6795  ___________________________________________________________________
 AC6795  EPOCH DATE  -        2007.00
 AC6795  X           -  -2,169,675.019 (meters)                     COMP
 AC6795  Y           -  -4,747,974.514 (meters)                     COMP
 AC6795  Z           -   3,652,675.253 (meters)                     COMP
 AC6795  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AC6795  ELLIP HEIGHT-         162.498 (meters)          (02/10/07) ADJUSTED
 AC6795  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 AC6795
 AC6795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6795  Type    PID    Designation                      North   East  Ellip
 AC6795  -------------------------------------------------------------------
 AC6795  NETWORK AC6795 IFP B                             0.63   0.55   1.31
 AC6795  -------------------------------------------------------------------
 AC6795
 AC6795.This mark is at Laughlin/bullhead Intl Airport (IFP)
 AC6795
 AC6795.The horizontal coordinates were established by GPS observations
 AC6795.and adjusted by the National Geodetic Survey in February 2007.
 AC6795
 AC6795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6795.The horizontal coordinates are valid at the epoch date displayed above.
 AC6795.The epoch date for horizontal control is a decimal equivalence
 AC6795.of Year/Month/Day.
 AC6795
 AC6795.The orthometric height was determined by GPS observations and a
 AC6795.high-resolution geoid model.
 AC6795
 AC6795.GPS derived orthometric heights for airport stations designated as
 AC6795.PACS or SACS are published to 2 decimal places.  This maintains
 AC6795.centimeter relative accuracy between the PACS and SACS.  It does
 AC6795.not indicate centimeter accuracy relative to other marks which are
 AC6795.part of the NAVD 88 network.
 AC6795
 AC6795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6795
 AC6795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6795
 AC6795.The ellipsoidal height was determined by GPS observations
 AC6795.and is referenced to NAD 83.
 AC6795
 AC6795.The geoid height was determined by GEOID03.
 AC6795
 AC6795;                    North         East     Units Scale Factor Converg.
 AC6795;SPC AZ W     -   461,868.642   139,666.077   MT  1.00000024   -0 27 57.1
 AC6795;SPC AZ W     - 1,515,317.07    458,222.04   iFT  1.00000024   -0 27 57.1
 AC6795;UTM  11      - 3,893,745.694   722,336.221   MT  1.00020926   +1 24 23.0
 AC6795
 AC6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6795!SPC AZ W     -   0.99997449  x   1.00000024  =   0.99997473
 AC6795!UTM  11      -   0.99997449  x   1.00020926  =   1.00018375
 AC6795
 AC6795:                Primary Azimuth Mark                     Grid Az
 AC6795:SPC AZ W     -  IFP C                                    354 26 41.1
 AC6795:UTM  11      -  IFP C                                    352 34 21.0
 AC6795
 AC6795|---------------------------------------------------------------------|
 AC6795| PID    Reference Object                     Distance      Geod. Az  |
 AC6795|                                                           dddmmss.s |
 AC6795| AC6794 IFP C                               APPROX. 0.6 KM 3535844.0 |
 AC6795|---------------------------------------------------------------------|
 AC6795
 AC6795                          SUPERSEDED SURVEY CONTROL
 AC6795
 AC6795  ELLIP H (01/12/01)  162.523  (m)                       GP(       ) 4 1
 AC6795  NAD 83(1992)-  35 09 43.47912(N)    114 33 32.07483(W) AD(       ) 1
 AC6795  ELLIP H (03/14/97)  162.462  (m)                       GP(       ) 3 1
 AC6795
 AC6795.Superseded values are not recommended for survey control.
 AC6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6795.See file dsdata.txt to determine how the superseded data were derived.
 AC6795
 AC6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2233693746(NAD 83)
 AC6795_MARKER: DD = SURVEY DISK
 AC6795_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6795_STAMPING: IFP B 1996
 AC6795_MARK LOGO: NGS   
 AC6795_PROJECTION: FLUSH
 AC6795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6795+STABILITY: SURFACE MOTION
 AC6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6795+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 AC6795_ROD/PIPE-DEPTH: 1.0  meters
 AC6795
 AC6795  HISTORY     - Date     Condition        Report By
 AC6795  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6795  HISTORY     - 19970512 GOOD             NGS
 AC6795  HISTORY     - 20080507 GOOD             STANTI
 AC6795
 AC6795                          STATION DESCRIPTION
 AC6795
 AC6795'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6795'THE STATION IS LOCATED APPROXIMATELY 1.8 KM (1.10 MI) NORTH OF
 AC6795'BULLHEAD CITY AT THE LAUGHLIN / BULLHEAD CITY INTERNATIONAL AIRPORT.
 AC6795'OWNERSHIP -- MOHAVE COUNTY, DAVE SMITH - AIRPORT MANAGER, PHONE (520)
 AC6795'754-2134 TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 95 AND
 AC6795'LOCUST BOULEVARD, JUST NORTH OF BULLHEAD CITY AT EAST END OF BRIDGE
 AC6795'OVER THE COLORADO RIVER, PROCEED EAST ALONG LOCUST BOULEVARD FOR 0.8
 AC6795'KM (0.50 MI) TO THE JUNCTION WITH LAUGHLIN VIEW DRIVE.  TURN RIGHT AND
 AC6795'GO SOUTH ON LAUGHLIN VIEW DRIVE FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AC6795'TERMINAL BUILDING AND ACCESS GATE.  PROCEED THROUGH GATE AND WESTERLY
 AC6795'ALONG TAXIWAY B FOR APPROXIMATELY 0.1 KM (0.05 MI) TO THE JUNCTION
 AC6795'WITH TAXIWAY A.  TURN LEFT ON TAXIWAY A AND GO SOUTH FOR 0.30 KM (0.20
 AC6795'MI) TO THE JUNCTION WITH TAXIWAY C AND THE STATION IN THE SOUTHWEST
 AC6795'CORNER OF THE INTERSECTION OF TAXIWAY A AND TAXIWAY C THE STATION IS
 AC6795'THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT)
 AC6795'LONG FENO PIPE, RECESSED 9 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7
 AC6795'CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AC6795'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AC6795'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AC6795'18.55 M (60.86 FT) WEST OF THE WEST EDGE OF TAXIWAY A, 15.20 M (49.87
 AC6795'FT) SOUTHEAST OF THE SOUTH EDGE OF TAXIWAY C AT TAXIWAY LIGHT 2-157,
 AC6795'64.0 M (210.0 FT) EAST OF THE EAST EDGE OF RUNWAY 16-34, 21.50 M
 AC6795'(70.54 FT) NORTH OF THE END OF A CONCRETE CULVERT, 28.65 M (94.00 FT)
 AC6795'NORTHWEST OF TAXIWAY LIGHT 2-150, 22.55 M (73.98 FT) SOUTHWEST OF THE
 AC6795'SOUTHWEST CORNER OF A CONCRETE BASE FOR TAXIWAY DIRECTION SIGN (A/C) ,
 AC6795'18.60 M (61.02 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AC6795'CONCRETE BASE FOR TAXIWAY LOCATION/HOLDING POSITION SIGN (C/34-16) ,
 AC6795'AND 0.9 M (3.0 FT) EAST OF A CARSONITE WITNESS POST THE STATION IS
 AC6795'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA
 AC6795'SURVEYS 1996
 AC6795
 AC6795                          STATION RECOVERY (1997)
 AC6795
 AC6795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6795'THE STATION IS LOCATED ON THE NORTH SIDE OF BULLHEAD CITY AT THE
 AC6795'LAUGHLIN/BULLHEAD INTERNATIONAL AIRPORT, ALONG THE EAST EDGE OF RUWNAY
 AC6795'16-34 AND JUST SOUTH OF THE SECOND CONNECTING TAXIWAY SOUTH OF THE
 AC6795'NORTH END OF THE RUNWAY.  OWNERSHIP--MOHAVE COUNTY AIRPORT AUTHORITY,
 AC6795'DAVID B.  SMITH, AIRPORT MANAGER, 600 HIGHWAY 95, BULLHEAD CITY, AZ
 AC6795'86429.  THE PHONE NUMBER IS (520) 754-2134.  TO REACH THE STATION FROM
 AC6795'THE INTERSECTION OF STATE HIGHWAYS 95, 163, AND BULLHEAD PARKWAY ON
 AC6795'THE NORTH SIDE OF BULLHEAD CITY, GO EAST FOR 0.9 KM (0.55 MI) ON THE
 AC6795'PARKWAY TO LAUGHLIN VIEW DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 AC6795'SOUTHERLY FOR 0.5 KM (0.30 MI) ON THE DRIVE TO A LOCKED GATE ON THE
 AC6795'RIGHT JUST BEFORE REACHING THE AIRPORT FIRE STATION. PASS THROUGH THE
 AC6795'GATE AND CONTINUE SOUTH FOR 50-METERS ON A PAVED ACCESS ROAD TO
 AC6795'TAXIWAY B.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 AC6795'TO PARALLEL TAXIWAY A.  TURN LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON
 AC6795'THE TAXIWAY TO THE STATION RIGHT JUST PAST HIGH SPEED CONNECTING
 AC6795'TAXIWAY C.  THE STATION IS 32.6 M (107.0 FT) WEST OF THE CENTER OF THE
 AC6795'PARALLEL TAXIWAY, 18.4 M (60.4 FT) SOUTHWEST OF STATION FAA P06 A, AND
 AC6795'15.2 M (49.9 FT) SOUTHEAST OF THE NEAR EDGE OF THE CONNECTING TAXIWAY.
 AC6795'NOTE--THIS STATION SELECTED AS A SACS.
 AC6795
 AC6795                          STATION RECOVERY (2008)
 AC6795
 AC6795'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (BPG)
 AC6795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6794 ***********************************************************************
 AC6794  PACS        -  This is a Primary Airport Control Station.
 AC6794  DESIGNATION -  IFP C
 AC6794  PID         -  AC6794
 AC6794  STATE/COUNTY-  AZ/MOHAVE
 AC6794  USGS QUAD   -  DAVIS DAM (1983)
 AC6794
 AC6794                         *CURRENT SURVEY CONTROL
 AC6794  ___________________________________________________________________
 AC6794* NAD 83(2007)-  35 10 01.60503(N)    114 33 34.40392(W)     ADJUSTED  
 AC6794* NAVD 88     -       188.21   (meters)     617.5    (feet)  GPS OBS   
 AC6794  ___________________________________________________________________
 AC6794  EPOCH DATE  -        2007.00
 AC6794  X           -  -2,169,593.433 (meters)                     COMP
 AC6794  Y           -  -4,747,654.220 (meters)                     COMP
 AC6794  Z           -   3,653,129.417 (meters)                     COMP
 AC6794  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AC6794  ELLIP HEIGHT-         158.189 (meters)          (02/10/07) ADJUSTED
 AC6794  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AC6794
 AC6794  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6794  Type    PID    Designation                      North   East  Ellip
 AC6794  -------------------------------------------------------------------
 AC6794  NETWORK AC6794 IFP C                             0.59   0.51   1.29
 AC6794  -------------------------------------------------------------------
 AC6794
 AC6794.This mark is at Laughlin/bullhead Intl Airport (IFP)
 AC6794
 AC6794.The horizontal coordinates were established by GPS observations
 AC6794.and adjusted by the National Geodetic Survey in February 2007.
 AC6794
 AC6794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6794.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6794.The horizontal coordinates are valid at the epoch date displayed above.
 AC6794.The epoch date for horizontal control is a decimal equivalence
 AC6794.of Year/Month/Day.
 AC6794
 AC6794.The orthometric height was determined by GPS observations and a
 AC6794.high-resolution geoid model.
 AC6794
 AC6794.GPS derived orthometric heights for airport stations designated as
 AC6794.PACS or SACS are published to 2 decimal places.  This maintains
 AC6794.centimeter relative accuracy between the PACS and SACS.  It does
 AC6794.not indicate centimeter accuracy relative to other marks which are
 AC6794.part of the NAVD 88 network.
 AC6794
 AC6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6794
 AC6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6794
 AC6794.The ellipsoidal height was determined by GPS observations
 AC6794.and is referenced to NAD 83.
 AC6794
 AC6794.The geoid height was determined by GEOID03.
 AC6794
 AC6794;                    North         East     Units Scale Factor Converg.
 AC6794;SPC AZ W     -   462,427.676   139,611.704   MT  1.00000034   -0 27 58.7
 AC6794;SPC AZ W     - 1,517,151.17    458,043.65   iFT  1.00000034   -0 27 58.7
 AC6794;UTM  11      - 3,894,302.769   722,263.597   MT  1.00020887   +1 24 22.3
 AC6794
 AC6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6794!SPC AZ W     -   0.99997517  x   1.00000034  =   0.99997551
 AC6794!UTM  11      -   0.99997517  x   1.00020887  =   1.00018404
 AC6794
 AC6794:                Primary Azimuth Mark                     Grid Az
 AC6794:SPC AZ W     -  FAA P06 A                                173 29 42.5
 AC6794:UTM  11      -  FAA P06 A                                171 37 21.5
 AC6794
 AC6794|---------------------------------------------------------------------|
 AC6794| PID    Reference Object                     Distance      Geod. Az  |
 AC6794|                                                           dddmmss.s |
 AC6794| FS1411 FAA P06 A                           APPROX. 0.5 KM 1730143.8 |
 AC6794| AC6795 IFP B                               APPROX. 0.6 KM 1735842.6 |
 AC6794|---------------------------------------------------------------------|
 AC6794
 AC6794                          SUPERSEDED SURVEY CONTROL
 AC6794
 AC6794  ELLIP H (01/12/01)  158.217  (m)                       GP(       ) 4 1
 AC6794  NAD 83(1992)-  35 10 01.60424(N)    114 33 34.40302(W) AD(       ) B
 AC6794  ELLIP H (03/14/97)  158.156  (m)                       GP(       ) 3 1
 AC6794
 AC6794.Superseded values are not recommended for survey control.
 AC6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6794.See file dsdata.txt to determine how the superseded data were derived.
 AC6794
 AC6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2226494303(NAD 83)
 AC6794_MARKER: I = METAL ROD
 AC6794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6794_STAMPING: IFP C 1996
 AC6794_MARK LOGO: NGS   
 AC6794_PROJECTION: FLUSH
 AC6794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6794+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 AC6794_ROD/PIPE-DEPTH: 11.6 meters
 AC6794
 AC6794  HISTORY     - Date     Condition        Report By
 AC6794  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6794  HISTORY     - 19970512 GOOD             NGS
 AC6794  HISTORY     - 20080507 GOOD             STANTI
 AC6794
 AC6794                          STATION DESCRIPTION
 AC6794
 AC6794'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6794'THE STATION IS LOCATED APPROXIMATELY 1.8 KM (1.10 MI) NORTH OF
 AC6794'BULLHEAD CITY AT THE LAUGHLIN / BULLHEAD CITY INTERNATIONAL AIRPORT.
 AC6794'OWNERSHIP -- MOHAVE COUNTY, DAVE SMITH - AIRPORT MANAGER, PHONE (520)
 AC6794'754-2134 TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 95 AND
 AC6794'LOCUST BOULEVARD, JUST NORTH OF BULLHEAD CITY AT EAST END OF BRIDGE
 AC6794'OVER THE COLORADO RIVER, PROCEED EAST ALONG LOCUST BOULEVARD FOR 0.8
 AC6794'KM (0.50 MI) TO THE JUNCTION WITH LAUGHLIN VIEW DRIVE.  TURN RIGHT AND
 AC6794'GO SOUTH ON LAUGHLIN VIEW DRIVE FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AC6794'TERMINAL BUILDING AND ACCESS GATE.  PROCEED THROUGH GATE AND WESTERLY
 AC6794'ALONG TAXIWAY B FOR APPROXIMATELY 0.1 KM (0.05 MI) TO THE JUNCTION
 AC6794'WITH TAXIWAY A.  TURN RIGHT ON TAXIWAY A AND GO NORTH FOR 0.25 KM
 AC6794'(0.15 MI) TO THE END OF THE TAXIWAY AND THE STATION ON THE LEFT
 AC6794'BETWEEN TAXIWAY A AND RUNWAY 16-34 THE STATION IS THE TOP CENTER OF A
 AC6794'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.60 M (38.06 FT)
 AC6794'RECESSED 10 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED
 AC6794'PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS
 AC6794'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AC6794'FLUSH WITH THE GROUND. THE STATION IS LOCATED 35.60 M (116.80 FT)
 AC6794'SOUTH OF THE CENTER POINT OF TAXIWAY LOCATION/HOLDING POSITION SIGN (A
 AC6794'- 16) , 24.00 M (78.74 FT) SOUTHWEST OF THE CENTER OF A CONCRETE
 AC6794'CULVERT, 42.90 M (140.75 FT) WEST OF TAXIWAY LIGHT 2-197, 39.20 M
 AC6794'(128.61 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY AT THE HOLDING
 AC6794'POSITION MARKINGS, 40.80 M (133.86 FT) EAST OF RUNWAY LIGHT 1-82,
 AC6794'38.80 M (127.30 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AC6794'MANHOLE VAULT, 39.30 M (128.94 FT) EAST OF THE EAST EDGE OF RUNWAY
 AC6794'16-34, 42.40 M (139.11 FT) WEST OF THE WEST EDGE OF TAXIWAY A, AND
 AC6794'0.90 M (2.95 FT) EAST OF A CARSONITE WITNESS POST THE STATION IS
 AC6794'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA
 AC6794'SURVEYS 1996
 AC6794
 AC6794                          STATION RECOVERY (1997)
 AC6794
 AC6794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6794'THE STATION IS LOCATED ON THE NORTH SIDE OF BULLHEAD CITY AT THE
 AC6794'LAUGHLIN/BULLHEAD INTERNATIONAL AIRPORT, ALONG THE EAST EDGE AND NEAR
 AC6794'THE NORTH END OF RUWNAY 16-34.  OWNERSHIP--MOHAVE COUNTY AIRPORT
 AC6794'AUTHORITY, DAVID B.  SMITH, AIRPORT MANAGER, 600 HIGHWAY 95, BULLHEAD
 AC6794'CITY, AZ 86429.  THE PHONE NUMBER IS (520) 754-2134.  TO REACH THE
 AC6794'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 95, 163, AND BULLHEAD
 AC6794'PARKWAY ON THE NORTH SIDE OF BULLHEAD CITY, GO EAST FOR 0.9 KM (0.55
 AC6794'MI) ON THE PARKWAY TO LAUGHLIN VIEW DRIVE ON THE RIGHT.  TURN RIGHT
 AC6794'AND GO SOUTHERLY FOR 0.5 KM (0.30 MI) ON THE DRIVE TO A LOCKED GATE ON
 AC6794'THE RIGHT JUST BEFORE REACHING THE AIRPORT FIRE STATION. PASS THROUGH
 AC6794'THE GATE AND CONTINUE SOUTH FOR 50-METERS ON A PAVED ACCESS ROAD TO
 AC6794'TAXIWAY B.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 AC6794'TO PARALLEL TAXIWAY A.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI)
 AC6794'ON THE TAXIWAY TO THE STATION LEFT JUST BEFORE REACHING A CONNECTING
 AC6794'TAXIWAY FOR RUNWAY END 16.  THE STATION IS 42.6 M (139.8 FT) WEST OF
 AC6794'THE WEST EDGE OF THE PARALLEL TAXIWAY, 40.1 M (131.6 FT) SOUTH OF THE
 AC6794'SOUTH EDGE OF THE CONNECTING TAXIWAY, 39.4 M (129.3 FT) EAST OF THE
 AC6794'EAST EDGE OF THE RUNWAY, AND 0.9 M (3.0 FT) EAST OF A CARSONITE
 AC6794'WITNESS POST.  NOTE--THIS STATION SELECTED AS A PACS.
 AC6794
 AC6794                          STATION RECOVERY (2008)
 AC6794
 AC6794'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (BPG)
 AC6794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6809 ***********************************************************************
 AC6809  FBN         -  This is a Federal Base Network Control Station.
 AC6809  PACS        -  This is a Primary Airport Control Station.
 AC6809  DESIGNATION -  IGM A
 AC6809  PID         -  AC6809
 AC6809  STATE/COUNTY-  AZ/MOHAVE
 AC6809  USGS QUAD   -  KINGMAN AIRPORT (1980)
 AC6809
 AC6809                         *CURRENT SURVEY CONTROL
 AC6809  ___________________________________________________________________
 AC6809* NAD 83(2007)-  35 15 05.73973(N)    113 56 05.98987(W)     ADJUSTED  
 AC6809* NAVD 88     -      1052.09   (meters)    3451.7    (feet)  GPS OBS   
 AC6809  ___________________________________________________________________
 AC6809  EPOCH DATE  -        2007.00
 AC6809  X           -  -2,115,807.560 (meters)                     COMP
 AC6809  Y           -  -4,766,728.381 (meters)                     COMP
 AC6809  Z           -   3,661,287.355 (meters)                     COMP
 AC6809  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 AC6809  ELLIP HEIGHT-        1023.973 (meters)          (02/10/07) ADJUSTED
 AC6809  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AC6809
 AC6809  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6809  Type    PID    Designation                      North   East  Ellip
 AC6809  -------------------------------------------------------------------
 AC6809  NETWORK AC6809 IGM A                             0.24   0.24   0.55
 AC6809  -------------------------------------------------------------------
 AC6809
 AC6809.This mark is at Kingman Airport (IGM)
 AC6809
 AC6809.The horizontal coordinates were established by GPS observations
 AC6809.and adjusted by the National Geodetic Survey in February 2007.
 AC6809
 AC6809.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6809.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6809.The horizontal coordinates are valid at the epoch date displayed above.
 AC6809.The epoch date for horizontal control is a decimal equivalence
 AC6809.of Year/Month/Day.
 AC6809
 AC6809.The orthometric height was determined by GPS observations and a
 AC6809.high-resolution geoid model.
 AC6809
 AC6809.GPS derived orthometric heights for airport stations designated as
 AC6809.PACS or SACS are published to 2 decimal places.  This maintains
 AC6809.centimeter relative accuracy between the PACS and SACS.  It does
 AC6809.not indicate centimeter accuracy relative to other marks which are
 AC6809.part of the NAVD 88 network.
 AC6809
 AC6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6809
 AC6809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6809
 AC6809.The ellipsoidal height was determined by GPS observations
 AC6809.and is referenced to NAD 83.
 AC6809
 AC6809.The geoid height was determined by GEOID03.
 AC6809
 AC6809;                    North         East     Units Scale Factor Converg.
 AC6809;SPC AZ W     -   471,515.434   196,524.913   MT  0.99993682   -0 06 24.4
 AC6809;SPC AZ W     - 1,546,966.65    644,766.77   iFT  0.99993682   -0 06 24.4
 AC6809;UTM  12      - 3,904,894.145   232,959.713   MT  1.00047892   -1 41 42.0
 AC6809;UTM  11      - 3,905,252.052   778,872.543   MT  1.00055854   +1 46 12.6
 AC6809
 AC6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6809!SPC AZ W     -   0.99983930  x   0.99993682  =   0.99977613
 AC6809!UTM  12      -   0.99983930  x   1.00047892  =   1.00031814
 AC6809!UTM  11      -   0.99983930  x   1.00055854  =   1.00039775
 AC6809
 AC6809:                Primary Azimuth Mark                     Grid Az
 AC6809:SPC AZ W     -  IGM AP STA A2                            267 38 32.0
 AC6809:UTM  12      -  IGM AP STA A2                            269 13 49.6
 AC6809:UTM  11      -  IGM AP STA A2                            265 45 55.0
 AC6809
 AC6809|---------------------------------------------------------------------|
 AC6809| PID    Reference Object                     Distance      Geod. Az  |
 AC6809|                                                           dddmmss.s |
 AC6809| AC6811 IGM AP STA A2                       APPROX. 1.2 KM 2673207.6 |
 AC6809|---------------------------------------------------------------------|
 AC6809
 AC6809                          SUPERSEDED SURVEY CONTROL
 AC6809
 AC6809  ELLIP H (09/30/99) 1024.008  (m)                       GP(       ) 3 1
 AC6809  NAD 83(1992)-  35 15 05.73917(N)    113 56 05.98873(W) AD(       ) A
 AC6809  ELLIP H (03/14/97) 1023.931  (m)                       GP(       ) 3 1
 AC6809
 AC6809.Superseded values are not recommended for survey control.
 AC6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6809.See file dsdata.txt to determine how the superseded data were derived.
 AC6809
 AC6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3296004894(NAD 83)
 AC6809_MARKER: F = FLANGE-ENCASED ROD
 AC6809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6809_STAMPING: IGM A 1996
 AC6809_MARK LOGO: NONE  
 AC6809_PROJECTION: FLUSH
 AC6809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6809+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 AC6809_ROD/PIPE-DEPTH: 29.6 meters
 AC6809
 AC6809  HISTORY     - Date     Condition        Report By
 AC6809  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6809  HISTORY     - 19970506 GOOD             NGS
 AC6809  HISTORY     - 19990115 GOOD             NGS
 AC6809  HISTORY     - 19990426 GOOD             NGS
 AC6809  HISTORY     - 20010321 GOOD             AZ-015
 AC6809
 AC6809                          STATION DESCRIPTION
 AC6809
 AC6809'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6809'THE STATION IS LOCATED APPROXIMATELY 7.5 KM (4.65 MI) NORTHEAST OF THE
 AC6809'CENTER OF THE CITY OF KINGMAN AT THE KINGMAN AIRPORT.  OWNERSHIP --
 AC6809'CITY OF KINGMAN, ROBERT NAJAKA - AIRPORT OPERATIONS MANAGER, PHONE
 AC6809'(520) 757-2134 TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40
 AC6809'(US HIGHWAY 93) AND STATE HIGHWAY 66 (EXIT 53 ON INTERSTATE 40) ,
 AC6809'PROCEED NORTHEAST ON STATE HIGHWAY 66 FOR 7.35 KM (4.55 MI) TO THE
 AC6809'JUNCTION WITH MOHAVE AIRPORT DRIVE.  TURN RIGHT AND GO SOUTHEAST ON
 AC6809'MOHAVE AIRPORT DRIVE FOR 1.75 KM (1.10 MI) TO THE AIRPORT TERMINAL
 AC6809'BUILDING.  TURN LEFT AND GO 0.15 KM (0.10 MI) TO THE AIRPORT
 AC6809'ADMINISTRATION BUILDING AND ACCESS GATE.  PASS THROUGH GATE AND
 AC6809'PROCEED SOUTHEAST FOR 0.2 KM (0.10 MI) ACROSS APRON TO THE JUNCTION
 AC6809'WITH TAXIWAY A.  GO SOUTHEAST ALONG TAXIWAY A FOR 0.9 KM (0.55 MI)
 AC6809'CROSSING RUNWAY 3-21 TO THE APPROACH END OF RUNWAYS 25 AND 35.  CROSS
 AC6809'THE RUNWAY THRESHOLDS TO THE STATION EAST OF THE APPROACH END OF
 AC6809'RUNWAY 35 THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD
 AC6809'DRIVEN TO REFUSAL AT A DEPTH OF 29.60 M (97.11 FT) RECESSED 8 CM BELOW
 AC6809'GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM
 AC6809'LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AC6809'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC6809'THE STATION IS LOCATED 120.0 M (393.7 FT) SOUTH OF A FENCE CORNER
 AC6809'POST, 73.50 M (241.14 FT) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 AC6809'THRESHOLD PAD AT THE APPROACH END OF RUNWAY 35, 6.75 M (22.15 FT)
 AC6809'SOUTH-SOUTHEAST OF THE END OF AN OLD CLAY CULVERT, 47.60 M (156.17 FT)
 AC6809'WEST OF A NORTH-SOUTH FENCELINE, 81.85 M (268.54 FT) EAST OF THE
 AC6809'EASTERNMOST THRESHOLD LIGHT FOR THE APPROACH END OF RUNWAY 35, AND 0.9
 AC6809'M (3.0 FT) WEST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6809'AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6809
 AC6809                          STATION RECOVERY (1997)
 AC6809
 AC6809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6809'RECOVERED AS DESCRIBED.
 AC6809
 AC6809                          STATION RECOVERY (1999)
 AC6809
 AC6809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AC6809'RECOVERED AS DESCRIBED.
 AC6809
 AC6809                          STATION RECOVERY (1999)
 AC6809
 AC6809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AC6809'RECOVERED AS DESCRIBED.
 AC6809
 AC6809                          STATION RECOVERY (2001)
 AC6809
 AC6809'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (DHM)
 AC6809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6811 ***********************************************************************
 AC6811  SACS        -  This is a Secondary Airport Control Station.
 AC6811  DESIGNATION -  IGM AP STA A2
 AC6811  PID         -  AC6811
 AC6811  STATE/COUNTY-  AZ/MOHAVE
 AC6811  USGS QUAD   -  KINGMAN AIRPORT (1980)
 AC6811
 AC6811                         *CURRENT SURVEY CONTROL
 AC6811  ___________________________________________________________________
 AC6811* NAD 83(2007)-  35 15 04.09217(N)    113 56 52.58356(W)     ADJUSTED  
 AC6811* NAVD 88     -      1040.45   (meters)    3413.5    (feet)  GPS OBS   
 AC6811  ___________________________________________________________________
 AC6811  EPOCH DATE  -        2007.00
 AC6811  X           -  -2,116,892.307 (meters)                     COMP
 AC6811  Y           -  -4,766,268.401 (meters)                     COMP
 AC6811  Z           -   3,661,239.157 (meters)                     COMP
 AC6811  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AC6811  ELLIP HEIGHT-        1012.316 (meters)          (02/10/07) ADJUSTED
 AC6811  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AC6811
 AC6811  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6811  Type    PID    Designation                      North   East  Ellip
 AC6811  -------------------------------------------------------------------
 AC6811  NETWORK AC6811 IGM AP STA A2                     0.37   0.33   0.63
 AC6811  -------------------------------------------------------------------
 AC6811
 AC6811.This mark is at Kingman Airport (IGM)
 AC6811
 AC6811.The horizontal coordinates were established by GPS observations
 AC6811.and adjusted by the National Geodetic Survey in February 2007.
 AC6811
 AC6811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6811.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6811.The horizontal coordinates are valid at the epoch date displayed above.
 AC6811.The epoch date for horizontal control is a decimal equivalence
 AC6811.of Year/Month/Day.
 AC6811
 AC6811.The orthometric height was determined by GPS observations and a
 AC6811.high-resolution geoid model.
 AC6811
 AC6811.GPS derived orthometric heights for airport stations designated as
 AC6811.PACS or SACS are published to 2 decimal places.  This maintains
 AC6811.centimeter relative accuracy between the PACS and SACS.  It does
 AC6811.not indicate centimeter accuracy relative to other marks which are
 AC6811.part of the NAVD 88 network.
 AC6811
 AC6811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6811
 AC6811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6811
 AC6811.The ellipsoidal height was determined by GPS observations
 AC6811.and is referenced to NAD 83.
 AC6811
 AC6811.The geoid height was determined by GEOID03.
 AC6811
 AC6811;                    North         East     Units Scale Factor Converg.
 AC6811;SPC AZ W     -   471,466.934   195,347.002   MT  0.99993733   -0 06 51.3
 AC6811;SPC AZ W     - 1,546,807.53    640,902.24   iFT  0.99993733   -0 06 51.3
 AC6811;UTM  12      - 3,904,878.303   231,780.266   MT  1.00048670   -1 42 08.8
 AC6811;UTM  11      - 3,905,164.945   777,696.126   MT  1.00055047   +1 45 45.6
 AC6811
 AC6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6811!SPC AZ W     -   0.99984113  x   0.99993733  =   0.99977847
 AC6811!UTM  12      -   0.99984113  x   1.00048670  =   1.00032775
 AC6811!UTM  11      -   0.99984113  x   1.00055047  =   1.00039151
 AC6811
 AC6811:                Primary Azimuth Mark                     Grid Az
 AC6811:SPC AZ W     -  IGM A                                    087 38 32.0
 AC6811:UTM  12      -  IGM A                                    089 13 49.5
 AC6811:UTM  11      -  IGM A                                    085 45 55.1
 AC6811
 AC6811|---------------------------------------------------------------------|
 AC6811| PID    Reference Object                     Distance      Geod. Az  |
 AC6811|                                                           dddmmss.s |
 AC6811| AC6809 IGM A                               APPROX. 1.2 KM 0873140.7 |
 AC6811|---------------------------------------------------------------------|
 AC6811
 AC6811                          SUPERSEDED SURVEY CONTROL
 AC6811
 AC6811  ELLIP H (01/12/01) 1012.353  (m)                       GP(       ) 4 1
 AC6811  NAD 83(1992)-  35 15 04.09159(N)    113 56 52.58240(W) AD(       ) 1
 AC6811  ELLIP H (03/14/97) 1012.276  (m)                       GP(       ) 3 1
 AC6811
 AC6811.Superseded values are not recommended for survey control.
 AC6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6811.See file dsdata.txt to determine how the superseded data were derived.
 AC6811
 AC6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3178004878(NAD 83)
 AC6811_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6811_STAMPING: AP 1961 STA A 2
 AC6811_MARK LOGO: NOS   
 AC6811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6811+STABILITY: SURFACE MOTION
 AC6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6811+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1997
 AC6811
 AC6811  HISTORY     - Date     Condition        Report By
 AC6811  HISTORY     - 1961     MONUMENTED       CGS
 AC6811  HISTORY     - 19910615 GOOD             NGS
 AC6811  HISTORY     - 19951214 GOOD             CHANCE
 AC6811  HISTORY     - 19970506 GOOD             NGS
 AC6811
 AC6811                          STATION DESCRIPTION
 AC6811
 AC6811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC6811'THE STATION IS LOCATED AT THE MOHAVE COUNTY AIRPORT NEAR RWY END 3. IT
 AC6811'IS 52.4 FT (16.0 M) SOUTH OF THE MOST SOUTHEASTERLY THRESHOLD LIGHT,
 AC6811'204.1 FT (62.2 M) SW OF THE 1ST RWY LIGHT AND 135.8 FT (41.4 M) SE OF
 AC6811'THE C/L END RWY 3 (NAIL AND WASHER) .  THE STATION IS A STANDARD TOPO
 AC6811'DISK SET FLUSH WITH THE GROUND IN THE TOP OF A 10 INCH CONCRETE POST
 AC6811'AND STAMPED, AP 1961 STA A2.
 AC6811
 AC6811                          STATION RECOVERY (1995)
 AC6811
 AC6811'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6811'THE STATION IS LOCATED APPROXIMATELY 7.5 KM (4.65 MI) NORTHEAST OF THE
 AC6811'CENTER OF THE CITY OF KINGMAN AT THE KINGMAN AIRPORT.  OWNERSHIP --
 AC6811'CITY OF KINGMAN, ROBERT NAJAKA - AIRPORT OPERATIONS MANAGER, PHONE
 AC6811'(520) 757-2134 TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40
 AC6811'(US HIGHWAY 93) AND STATE HIGHWAY 66 (EXIT 53 ON INTERSTATE 40) ,
 AC6811'PROCEED NORTHEAST ON STATE HIGHWAY 66 FOR 7.35 KM (4.55 MI) TO THE
 AC6811'JUNCTION WITH MOHAVE AIRPORT DRIVE.  TURN RIGHT AND GO SOUTHEAST ON
 AC6811'MOHAVE AIRPORT DRIVE FOR 1.75 KM (1.10 MI) TO THE AIRPORT TERMINAL
 AC6811'BUILDING.  TURN LEFT AND GO 0.15 KM (0.10 MI) TO THE AIRPORT
 AC6811'ADMINISTRATION BUILDING AND ACCESS GATE.  PASS THROUGH GATE AND
 AC6811'PROCEED SOUTHEAST FOR 0.20 KM (0.10 MI) ACROSS APRON TO THE JUNCTION
 AC6811'OF THE TAXIWAY RUNNING PARALLEL WITH RUNWAY 3-21 AND TAXIWAY A.  TURN
 AC6811'RIGHT AND GO SOUTHWEST ON TAXIWAY FOR 0.7 KM (0.45 MI) TO THE JUNCTION
 AC6811'WITH TAXIWAY D-3.  TURN LEFT AND PROCEED SOUTH ON TAXIWAY D-3 FOR 0.25
 AC6811'KM (0.15 MI) CROSSING THE APPROACH END OF RUNWAY 3 TO THE STATION
 AC6811'SOUTH OF THE SOUTHEAST CORNER OF THE RUNWAY THE STATION IS A STANDARD
 AC6811'SURVEY DISK SET INTO THE TOP OF A 25 CM CONCRETE POST THAT IS FLUSH
 AC6811'WITH THE GROUND.  THE STATION IS LOCATED 15.97 M (52.39 FT) SOUTH OF
 AC6811'THE SOUTHERNMOST THRESHOLD LIGHT, 62.21 M (204.10 FT) SOUTHWEST OF THE
 AC6811'FIRST RUNWAY LIGHT, 41.39 M (135.79 FT) SOUTHEAST OF THE CENTERLINE
 AC6811'END OF RUNWAY 3, 15.20 M (49.87 FT) SOUTHEAST OF THE SOUTHWESTERLY
 AC6811'EXTENSION OF THE SOUTHEASTERN EDGE OF RUNWAY 3-21, 16.50 M (54.13 FT)
 AC6811'SOUTHWEST OF THE SOUTHEASTERLY EXTENSION OF THE APPROACH END OF RUNWAY
 AC6811'3, AND 1.0 M (3.3 FT) NORTHWEST OF A CARSONITE WITNESS POST THE
 AC6811'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC6811'ARIZONA ANA SURVEYS 1996
 AC6811
 AC6811                          STATION RECOVERY (1997)
 AC6811
 AC6811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6811'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE DESIGNATION WAS
 AC6811'CHANGED TO INCLUDE THE AIRPORT IDENTIFIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6810 ***********************************************************************
 AC6810  SACS        -  This is a Secondary Airport Control Station.
 AC6810  DESIGNATION -  IGM B
 AC6810  PID         -  AC6810
 AC6810  STATE/COUNTY-  AZ/MOHAVE
 AC6810  USGS QUAD   -  KINGMAN AIRPORT (1980)
 AC6810
 AC6810                         *CURRENT SURVEY CONTROL
 AC6810  ___________________________________________________________________
 AC6810* NAD 83(2007)-  35 16 12.45755(N)    113 56 06.89885(W)     ADJUSTED  
 AC6810* NAVD 88     -      1024.66   (meters)    3361.7    (feet)  GPS OBS   
 AC6810  ___________________________________________________________________
 AC6810  EPOCH DATE  -        2007.00
 AC6810  X           -  -2,115,337.840 (meters)                     COMP
 AC6810  Y           -  -4,765,613.509 (meters)                     COMP
 AC6810  Z           -   3,662,950.688 (meters)                     COMP
 AC6810  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 AC6810  ELLIP HEIGHT-         996.566 (meters)          (02/10/07) ADJUSTED
 AC6810  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AC6810
 AC6810  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6810  Type    PID    Designation                      North   East  Ellip
 AC6810  -------------------------------------------------------------------
 AC6810  NETWORK AC6810 IGM B                             0.51   0.45   0.69
 AC6810  -------------------------------------------------------------------
 AC6810
 AC6810.This mark is at Kingman Airport (IGM)
 AC6810
 AC6810.The horizontal coordinates were established by GPS observations
 AC6810.and adjusted by the National Geodetic Survey in February 2007.
 AC6810
 AC6810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6810.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6810.The horizontal coordinates are valid at the epoch date displayed above.
 AC6810.The epoch date for horizontal control is a decimal equivalence
 AC6810.of Year/Month/Day.
 AC6810
 AC6810.The orthometric height was determined by GPS observations and a
 AC6810.high-resolution geoid model.
 AC6810
 AC6810.GPS derived orthometric heights for airport stations designated as
 AC6810.PACS or SACS are published to 2 decimal places.  This maintains
 AC6810.centimeter relative accuracy between the PACS and SACS.  It does
 AC6810.not indicate centimeter accuracy relative to other marks which are
 AC6810.part of the NAVD 88 network.
 AC6810
 AC6810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6810
 AC6810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6810
 AC6810.The ellipsoidal height was determined by GPS observations
 AC6810.and is referenced to NAD 83.
 AC6810
 AC6810.The geoid height was determined by GEOID03.
 AC6810
 AC6810;                    North         East     Units Scale Factor Converg.
 AC6810;SPC AZ W     -   473,571.463   196,505.773   MT  0.99993683   -0 06 25.1
 AC6810;SPC AZ W     - 1,553,712.15    644,703.98   iFT  0.99993683   -0 06 25.1
 AC6810;UTM  12      - 3,906,951.030   232,997.599   MT  1.00047867   -1 41 45.3
 AC6810;UTM  11      - 3,907,307.627   778,786.003   MT  1.00055795   +1 46 15.0
 AC6810
 AC6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6810!SPC AZ W     -   0.99984360  x   0.99993683  =   0.99978044
 AC6810!UTM  12      -   0.99984360  x   1.00047867  =   1.00032220
 AC6810!UTM  11      -   0.99984360  x   1.00055795  =   1.00040146
 AC6810
 AC6810                          SUPERSEDED SURVEY CONTROL
 AC6810
 AC6810  ELLIP H (01/12/01)  996.607  (m)                       GP(       ) 4 1
 AC6810  NAD 83(1992)-  35 16 12.45704(N)    113 56 06.89767(W) AD(       ) 1
 AC6810  ELLIP H (03/14/97)  996.530  (m)                       GP(       ) 3 1
 AC6810
 AC6810.Superseded values are not recommended for survey control.
 AC6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6810.See file dsdata.txt to determine how the superseded data were derived.
 AC6810
 AC6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3299806951(NAD 83)
 AC6810_MARKER: DD = SURVEY DISK
 AC6810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6810_STAMPING: IGM B 1996
 AC6810_MARK LOGO: NGS   
 AC6810_PROJECTION: FLUSH
 AC6810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6810+STABILITY: SURFACE MOTION
 AC6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6810+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1997
 AC6810_ROD/PIPE-DEPTH: 1.0  meters
 AC6810
 AC6810  HISTORY     - Date     Condition        Report By
 AC6810  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6810  HISTORY     - 19970506 GOOD             NGS
 AC6810
 AC6810                          STATION DESCRIPTION
 AC6810
 AC6810'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6810'THE STATION IS LOCATED APPROXIMATELY 7.5 KM (4.65 MI) NORTHEAST OF THE
 AC6810'CENTER OF THE CITY OF KINGMAN AT THE KINGMAN AIRPORT.  OWNERSHIP --
 AC6810'CITY OF KINGMAN, ROBERT NAJAKA - AIRPORT OPERATIONS MANAGER, PHONE
 AC6810'(520) 757-2134 TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40
 AC6810'(US HIGHWAY 93) AND STATE HIGHWAY 66 (EXIT 53 ON INTERSTATE 40) ,
 AC6810'PROCEED NORTHEAST ON STATE HIGHWAY 66 FOR 7.35 KM (4.55 MI) TO THE
 AC6810'JUNCTION WITH MOHAVE AIRPORT DRIVE.  TURN RIGHT AND GO SOUTHEAST ON
 AC6810'MOHAVE AIRPORT DRIVE FOR 1.75 KM (1.10 MI) TO THE AIRPORT TERMINAL
 AC6810'BUILDING.  TURN LEFT AND GO 0.15 KM (0.10 MI) TO THE AIRPORT
 AC6810'ADMINISTRATION BUILDING AND ACCESS GATE.  PASS THROUGH GATE AND
 AC6810'PROCEED SOUTHEAST FOR 0.20 KM (0.10 MI) ACROSS APRON TO THE TAXIWAY
 AC6810'RUNNING PARALLEL WITH RUNWAY 3-21.  TURN LEFT AND GO NORTHEAST ON
 AC6810'TAXIWAY FOR 0.5 KM (0.30 MI) TO JUNCTION WITH TAXIWAY RUNNING PARALLEL
 AC6810'WITH RUNWAY 17-35.  TURN LEFT AND PROCEED NORTH ON TAXIWAY FOR 0.8 KM
 AC6810'(0.50 MI) TO THE END OF THE TAXIWAY.  TURN RIGHT AND GO EAST FOR 0.25
 AC6810'KM (0.15 MI) CROSSING BLAST PAD AND APPROACH END OF RUNWAY 17 TO THE
 AC6810'STATION EAST OF RUNWAY 17-35 THE STATION IS THE CENTER OF A 5 CM
 AC6810'SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AC6810'RECESSED 9 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 DIA PVC PIPE
 AC6810'WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AC6810'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM
 AC6810'THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 42.0 M (137.8 FT)
 AC6810'SOUTHWEST OF A CORNER POST IN A FENCELINE, 57.85 M (189.80 FT) EAST OF
 AC6810'THE NORTHEASTERNMOST THRESHOLD LIGHT, 49.70 M (163.06 FT) EAST OF THE
 AC6810'NORTHEASTERN CORNER OF THE CONCRETE THRESHOLD PAD AT THE APPROACH END
 AC6810'OF RUNWAY 17, 69.70 M (228.67 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 AC6810'THE CONCRETE THRESHOLD PAD AT THE APPROACH END OF RUNWAY 17, 61.00 M
 AC6810'(200.13 FT) EAST OF THE NORTHERLY EXTENSION OF THE SOUTHEAST EDGE OF
 AC6810'RUNWAY 17-35, 7.20 M (23.62 FT) WEST OF THE CENTERLINE OF A DIRT ROAD,
 AC6810'AND 0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST THE STATION IS
 AC6810'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA
 AC6810'SURVEYS 1996
 AC6810
 AC6810                          STATION RECOVERY (1997)
 AC6810
 AC6810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6810'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5772 ***********************************************************************
 DH5772  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5772  DESIGNATION -  IKE
 DH5772  PID         -  DH5772
 DH5772  STATE/COUNTY-  AZ/COCHISE
 DH5772  USGS QUAD   -  WILLCOX SOUTH (1985)
 DH5772
 DH5772                         *CURRENT SURVEY CONTROL
 DH5772  ___________________________________________________________________
 DH5772* NAD 83(2007)-  32 09 57.72997(N)    109 45 23.21908(W)     ADJUSTED  
 DH5772* NAVD 88     -      1272.11   (meters)    4173.6    (feet)  GPS OBS   
 DH5772  ___________________________________________________________________
 DH5772  EPOCH DATE  -        2007.00
 DH5772  X           -  -1,827,125.046 (meters)                     COMP
 DH5772  Y           -  -5,087,164.098 (meters)                     COMP
 DH5772  Z           -   3,376,693.906 (meters)                     COMP
 DH5772  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 DH5772  ELLIP HEIGHT-        1245.046 (meters)          (02/10/07) ADJUSTED
 DH5772  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DH5772
 DH5772  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5772  Type    PID    Designation                      North   East  Ellip
 DH5772  -------------------------------------------------------------------
 DH5772  NETWORK DH5772 IKE                               0.65   0.53   1.92
 DH5772  -------------------------------------------------------------------
 DH5772
 DH5772.The horizontal coordinates were established by GPS observations
 DH5772.and adjusted by the National Geodetic Survey in February 2007.
 DH5772
 DH5772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5772.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5772.The horizontal coordinates are valid at the epoch date displayed above.
 DH5772.The epoch date for horizontal control is a decimal equivalence
 DH5772.of Year/Month/Day.
 DH5772
 DH5772.The orthometric height was determined by GPS observations and a
 DH5772.high-resolution geoid model.
 DH5772.The orthometric height was determined by GPS observations and a
 DH5772.high-resolution geoid model using precise GPS observation and
 DH5772.processing techniques.
 DH5772
 DH5772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5772
 DH5772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5772
 DH5772.The ellipsoidal height was determined by GPS observations
 DH5772.and is referenced to NAD 83.
 DH5772
 DH5772.The geoid height was determined by GEOID03.
 DH5772
 DH5772;                    North         East     Units Scale Factor Converg.
 DH5772;SPC AZ E     -   129,350.371   252,048.945   MT  0.99991845   +0 13 06.2
 DH5772;SPC AZ E     -   424,377.86    826,932.23   iFT  0.99991845   +0 13 06.2
 DH5772;UTM  12      - 3,559,517.253   617,251.824   MT  0.99976954   +0 39 43.6
 DH5772
 DH5772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5772!SPC AZ E     -   0.99980455  x   0.99991845  =   0.99972301
 DH5772!UTM  12      -   0.99980455  x   0.99976954  =   0.99957413
 DH5772
 DH5772                          SUPERSEDED SURVEY CONTROL
 DH5772
 DH5772  NAD 83(1992)-  32 09 57.72959(N)    109 45 23.21818(W) AD(       ) B
 DH5772  ELLIP H (08/22/05) 1245.066  (m)                       GP(       ) 4 2
 DH5772
 DH5772.Superseded values are not recommended for survey control.
 DH5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5772.See file dsdata.txt to determine how the superseded data were derived.
 DH5772
 DH5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1725259517(NAD 83)
 DH5772_MARKER: DD = SURVEY DISK
 DH5772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5772_STAMPING: IKE 2004
 DH5772_MARK LOGO: AZ-003
 DH5772_PROJECTION: FLUSH
 DH5772_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5772+STABILITY: SURFACE MOTION
 DH5772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5772+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5772
 DH5772  HISTORY     - Date     Condition        Report By
 DH5772  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5772
 DH5772                          STATION DESCRIPTION
 DH5772
 DH5772'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5772'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5772'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5772'APPROX. 5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS
 DH5772'SETTELMENT RD. FOR APPROX. 2.0 MILES TO THE STATION. THE STATION IS
 DH5772'LOCATED APPROX. 8 FEET WEST OF THE WEST R.O.W. FENCE OF KANSAS
 DH5772'SETTELMENT RD.
 DH5772' 
 DH5772'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5772'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5772'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1301 ***********************************************************************
 DB1301  DESIGNATION -  IMPERIAL
 DB1301  PID         -  DB1301
 DB1301  STATE/COUNTY-  AZ/YUMA
 DB1301  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1301
 DB1301                         *CURRENT SURVEY CONTROL
 DB1301  ___________________________________________________________________
 DB1301* NAD 83(1992)-  32 52 58.29788(N)    114 27 44.31350(W)     ADJUSTED  
 DB1301* NAVD 88     -        60.6    (meters)     199.     (feet)  VERTCON   
 DB1301  ___________________________________________________________________
 DB1301  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DB1301  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DB1301  HORZ ORDER  -  SECOND
 DB1301
 DB1301.The horizontal coordinates were established by classical geodetic methods
 DB1301.and adjusted by the National Geodetic Survey in August 1993.
 DB1301
 DB1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1301
 DB1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1301
 DB1301.The geoid height was determined by GEOID03.
 DB1301
 DB1301;                    North         East     Units Scale Factor Converg.
 DB1301;SPC AZ W     -   208,993.579   146,708.314   MT  0.99998809   -0 23 12.3
 DB1301;SPC AZ W     -   685,674.47    481,326.49   iFT  0.99998809   -0 23 12.3
 DB1301;SPC CA 6     -   580,861.836 2,167,275.141   MT  0.99998493   +0 58 56.5
 DB1301;SPC CA 6     - 1,905,710.87  7,110,468.53   sFT  0.99998493   +0 58 56.5
 DB1301;UTM  11      - 3,641,156.510   737,405.361   MT  1.00029500   +1 22 42.3
 DB1301
 DB1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1301!SPC AZ W     -   0.99999574  x   0.99998809  =   0.99998383
 DB1301!SPC CA 6     -   0.99999574  x   0.99998493  =   0.99998067
 DB1301!UTM  11      -   0.99999574  x   1.00029500  =   1.00029074
 DB1301
 DB1301|---------------------------------------------------------------------|
 DB1301| PID    Reference Object                     Distance      Geod. Az  |
 DB1301|                                                           dddmmss.s |
 DB1301| CF0867 IMPERIAL RM 1                        10.118 METERS 12655     |
 DB1301| DB1286 MITTRY                              APPROX. 4.4 KM 1883131.0 |
 DB1301| CF0868 IMPERIAL RM 2                         7.655 METERS 23203     |
 DB1301|---------------------------------------------------------------------|
 DB1301
 DB1301                          SUPERSEDED SURVEY CONTROL
 DB1301
 DB1301  NAD 83(1986)-  32 52 58.30262(N)    114 27 44.31866(W) AD(       ) 2
 DB1301  NAD 27      -  32 52 58.15044(N)    114 27 41.50709(W) AD(       ) 2
 DB1301  NGVD 29 (07/19/86)   59.9    (m)          197.     (f) VERT ANG    3  
 DB1301
 DB1301.Superseded values are not recommended for survey control.
 DB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1301.See file dsdata.txt to determine how the superseded data were derived.
 DB1301
 DB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3740541157(NAD 83)
 DB1301_MARKER: DS = TRIANGULATION STATION DISK
 DB1301_SETTING: 0 = UNSPECIFIED SETTING
 DB1301
 DB1301  HISTORY     - Date     Condition        Report By
 DB1301  HISTORY     - 1964     MONUMENTED       CGS
 DB1301
 DB1301                          STATION DESCRIPTION
 DB1301
 DB1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1301'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTHEAST OF YUMA,
 DB1301'4-1/2 MILES NORTH OF MITTRY LAKE, 2 MILES NORTHWEST OF THE
 DB1301'YUMA PROVING GROUND HEADQUARTERS AND NEAR THE WEST END OF THE
 DB1301'RAISED SECTION OF IMPERIAL DAM WHICH IS ABOVE THE GILA MAIN
 DB1301'CANAL SPILLWAY GATES.
 DB1301'
 DB1301'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE YUMA
 DB1301'PROVING GROUND HEADQUARTERS, GO WEST AND NORTH ON A BLACKTOP
 DB1301'ROAD FOR 2.2 MILES TO THE STATION ON THE RIGHT AT IMPERIAL DAM.
 DB1301'
 DB1301'THE STATION MARK, A STANDARD DISK STAMPED IMPERIAL 1964, IS
 DB1301'CEMENTED IN A DRILL HOLE IN CONCRETE FLUSH WITH THE SURFACE.
 DB1301'IT IS 13 FEET NORTH OF THE CENTER OF A DRIVE OVER DAM, 7 FEET
 DB1301'SOUTH OF THE NORTH EDGE OF THE DAM AND 5 FEET EAST OF A
 DB1301'METAL GUARD RAIL.
 DB1301'
 DB1301'REFERENCE MARK 1, A STANDARD DISK STAMPED IMPERIAL NO 1 1964,
 DB1301'IS CEMENTED IN A DRILL HOLE IN CONCRETE OF THE SOUTH RAILING
 DB1301'OF DAM, FLUSH WITH THE SURFACE.  IT IS 24 FEET SOUTH OF THE
 DB1301'NORTH EDGE OF THE DAM, 5 FEET SOUTH OF THE CENTER OF THE DRIVE
 DB1301'OVER DAM AND 1 FOOT NORTH OF THE SOUTH EDGE OF THE DAM.
 DB1301'
 DB1301'REFERENCE MARK 2, A STANDARD DISK STAMPED IMPERIAL NO 2 1964, IS
 DB1301'CEMENTED IN A DRILL HOLE IN CONCRETE OF THE SOUTH RAILING OF
 DB1301'DAM, FLUSH WITH THE SURFACE.  IT IS 11 FEET SOUTH OF THE NORTH
 DB1301'EDGE OF DRIVEWAY, 5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY OVER
 DB1301'DAM AND 1 FOOT NORTH OF THE SOUTH EDGE OF THE DAM.
 DB1301'
 DB1301'NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1769 ***********************************************************************
 CZ1769  DESIGNATION -  IMPERIAL
 CZ1769  PID         -  CZ1769
 CZ1769  STATE/COUNTY-  AZ/GRAHAM
 CZ1769  USGS QUAD   -  COBRE GRANDE MTN (1972)
 CZ1769
 CZ1769                         *CURRENT SURVEY CONTROL
 CZ1769  ___________________________________________________________________
 CZ1769* NAD 83(1992)-  32 56 17.28645(N)    110 20 22.48279(W)     ADJUSTED  
 CZ1769* NAVD 88     -      1705.3    (meters)    5595.     (feet)  VERTCON   
 CZ1769  ___________________________________________________________________
 CZ1769  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 CZ1769  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CZ1769  HORZ ORDER  -  SECOND
 CZ1769
 CZ1769.The horizontal coordinates were established by classical geodetic methods
 CZ1769.and adjusted by the National Geodetic Survey in August 1993.
 CZ1769
 CZ1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1769
 CZ1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1769
 CZ1769.The geoid height was determined by GEOID03.
 CZ1769
 CZ1769;                    North         East     Units Scale Factor Converg.
 CZ1769;SPC AZ E     -   214,904.438   197,191.167   MT  0.99990322   -0 05 38.5
 CZ1769;SPC AZ E     -   705,067.05    646,952.65   iFT  0.99990322   -0 05 38.5
 CZ1769;UTM  12      - 3,644,622.102   561,737.403   MT  0.99964700   +0 21 32.8
 CZ1769
 CZ1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1769!SPC AZ E     -   0.99973659  x   0.99990322  =   0.99963984
 CZ1769!UTM  12      -   0.99973659  x   0.99964700  =   0.99938368
 CZ1769
 CZ1769:                Primary Azimuth Mark                     Grid Az
 CZ1769:SPC AZ E     -  MOUNT TURNBULL PEAK                      026 04 05.3
 CZ1769:UTM  12      -  MOUNT TURNBULL PEAK                      025 36 54.0
 CZ1769
 CZ1769|---------------------------------------------------------------------|
 CZ1769| PID    Reference Object                     Distance      Geod. Az  |
 CZ1769|                                                           dddmmss.s |
 CZ1769| DU1962 MOUNT TURNBULL PEAK                 APPROX.16.8 KM 0255826.8 |
 CZ1769| CC6724 IMPERIAL RM 1                        11.245 METERS 13959     |
 CZ1769| CC6723 IMPERIAL AZ MK                                     1775552.0 |
 CZ1769| CC6725 IMPERIAL RM 2                         5.738 METERS 23844     |
 CZ1769|---------------------------------------------------------------------|
 CZ1769
 CZ1769                          SUPERSEDED SURVEY CONTROL
 CZ1769
 CZ1769  NAD 83(1986)-  32 56 17.28323(N)    110 20 22.48119(W) AD(       ) 2
 CZ1769  NAD 27      -  32 56 17.04800(N)    110 20 20.15800(W) AD(       ) 2
 CZ1769  NGVD 29 (07/19/86) 1704.5    (m)         5592.     (f) VERT ANG    3  
 CZ1769
 CZ1769.Superseded values are not recommended for survey control.
 CZ1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1769.See file dsdata.txt to determine how the superseded data were derived.
 CZ1769
 CZ1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6173744622(NAD 83)
 CZ1769_MARKER: DS = TRIANGULATION STATION DISK
 CZ1769_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1769_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1769
 CZ1769  HISTORY     - Date     Condition        Report By
 CZ1769  HISTORY     - 1946     MONUMENTED       CGS
 CZ1769  HISTORY     - 1968     GOOD             AMS
 CZ1769
 CZ1769                          STATION DESCRIPTION
 CZ1769
 CZ1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1769'THE STATION IS LOCATED ON IMPERIAL MOUNTAIN, BY APPROXIMATE
 CZ1769'AIRLINE DISTANCES 7 MILES N OF KLONDYKE, AND 1-1/2 MILES S OF
 CZ1769'THE ARAVAIPA MINE.
 CZ1769'
 CZ1769'TO REACH FROM THE GENERAL STORE IN KLONDYKE, GO NW ON THE MAIN
 CZ1769'ROAD FOR 3.8 MILES TO A FORK AND TIN-ROOFED HOUSE WITH WINDMILL
 CZ1769'IN THE YARD.  HERE TAKE RIGHT FORK AND GO FOR 1.9 MILES TO A
 CZ1769'SIDE ROAD RIGHT AT CATTLE GUARD.  TURN RIGHT OFF MAIN ROAD
 CZ1769'AND GO 0.1 MILE TO WIRE GATE.  (MAIN ROAD TURNS SHARP LEFT
 CZ1769'AND GOES TO RANCH HOUSE.) PASS THROUGH AND GO 0.15 MILE TO
 CZ1769'ANOTHER WIRE GATE.  PASS THROUGH AND GO 0.3 MILE TO WIDE
 CZ1769'SANDY WASH.  HERE TURN LEFT UP WASH AND GO 0.35 MILE.  (SOME
 CZ1769'DIFFICULTY MAY BE ENCOUNTERED DRIVING THROUGH SAND IN WASH.
 CZ1769'A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED.) HERE TURN RIGHT
 CZ1769'OUT OF WASH AND PICK UP OLD MINING ROAD AT LARGE TREE ON
 CZ1769'RIGHT.  CONTINUE FOR 0.5 MILE TO WIRE GATE ON RIDGE.  PASS
 CZ1769'THROUGH AND GO 1 MILE TO ANOTHER GATE.  PASS THROUGH AND
 CZ1769'GO 0.4 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE FOR 0.8
 CZ1769'MILE TO WASH JUST BELOW EARTHEN DAM.  CROSS WASH AND GO 0.7
 CZ1769'MILE TO SMALL CLEARING IN SADDLE AND STONE DRILLS SET IN
 CZ1769'EMBANKMENT.  FROM HERE PACK LEFT UP STEEP RIDGE TO HIGHEST
 CZ1769'POINT AND STATION SITE.
 CZ1769'
 CZ1769'THE STATION MARK IS A BRONZE STATION DISK, STAMPED IMPERIAL
 CZ1769'1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 CZ1769'PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS LOCATED ON THE
 CZ1769'HIGHEST POINT OF A BRUSHY PEAK AND 5-1/2 FEET SE OF A 4-FOOT
 CZ1769'ROCK CAIRN AND 4- BY 4-INCH SIGNAL POST.
 CZ1769'
 CZ1769'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED IMPERIAL
 CZ1769'NO 1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ1769'THAT PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  IT IS ABOUT
 CZ1769'5 FEET LOWER THAN STATION.
 CZ1769'
 CZ1769'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED IMPERIAL
 CZ1769'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ1769'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ABOUT LEVEL
 CZ1769'WITH THE STATION.
 CZ1769'
 CZ1769'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1769
 CZ1769                          STATION RECOVERY (1968)
 CZ1769
 CZ1769'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1769'STATION IS LOCATED ABOUT 7 AIRMILES (N) OF KLONDYKE AND 1.5
 CZ1769'AIRMILES (SE) OF ARAVAIPA.
 CZ1769'
 CZ1769'TO REACH FROM GENERAL STORE IN KLONDYKE GO (NW) ON KLONDYKE-ARAVAIPA
 CZ1769'ROAD FOR 3.3 MILES TO A Y INTERSECTION AND SIGN ARAVAIPA 7, TULE
 CZ1769'SPRINGS 8.  TAKE THE RIGHT FORK (N) AND GO 2.1 MILES TO A
 CZ1769'CATTLE GUARD AND ROAD RIGHT, TURN RIGHT (NE) AND GO 0.1 MILE
 CZ1769'TO A WIRE GATE (MAIN ROAD TURNS LEFT TO RANCH HOUSE) CONTINUE
 CZ1769'0.2 MILE TO A SECOND GATE, PASS THROUGH AND GO 1.1 MILE TO A
 CZ1769'THIRD WIRE GATE, PASS THROUGH AND CONTINUE (NE) 1.1 MILE TO
 CZ1769'FOURTH GATE, CONTINUE 0.4 MILE TO AZIMUTH MARK ON RIGHT THEN
 CZ1769'GO 0.7 MILE TO A SMALL WASH AND EARTHEN DAM ON RIGHT, PASS
 CZ1769'THROUGH WASH AND GO 0.8 MILE TO SUMMIT OF A SMALL KNOLL AND
 CZ1769'STAR DRILLS IN ROCK AND ABANDONED MINING TRAIL ON LEFT, TURN
 CZ1769'LEFT (SW) AND GO 0.9 MILE TO AN ABANDONED MINE SHAFT AND
 CZ1769'END OF JEEP TRAIL.  PACK (SE) UP THE RIDGE TO TOP OF HILL
 CZ1769'AND STATION.  STATION IS HIGHEST POINT ON A BRUSHY PEAK.  2 M
 CZ1769'(SE),  N 25 DEG W FR SIGNAL POST. STATION IS MARKED
 CZ1769'BY A USC AND GS BRONZE DISK STAMPED IMPERIAL 1946.
 CZ1769'
 CZ1769'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK STAMPED IMPERIAL
 CZ1769'1 1946, S 40 DEG E AT A DISTANCE OF 11.23 M
 CZ1769'AND A DE OF -1.71M FROM THE STATION.
 CZ1769'
 CZ1769'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK STAMPED IMPERIAL
 CZ1769'2 1946, S 59 DEG W AT A DISTANCE OF 5.75M
 CZ1769'AND A DE OF +0.16M FROM THE STATION.
 CZ1769'
 CZ1769'AZIMUTH MARK IS A USC AND GS BRONZE DISK STAMPED IMPERIAL
 CZ1769'1946, LOCATED 5.5M  S 40 DEG E FROM E OF ROAD AND IS
 CZ1769'1.3M (N) OF BADLY DETERIORATED WITNESS POST.
 CZ1769'
 CZ1769'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW IS EXCELLENT IN
 CZ1769'ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1301 ***********************************************************************
 DV1301  DESIGNATION -  IND 17
 DV1301  PID         -  DV1301
 DV1301  STATE/COUNTY-  AZ/MARICOPA
 DV1301  USGS QUAD   -  PHOENIX (1982)
 DV1301
 DV1301                         *CURRENT SURVEY CONTROL
 DV1301  ___________________________________________________________________
 DV1301* NAD 83(1986)-  33 29 43.     (N)    112 06 46.     (W)     SCALED    
 DV1301* NAVD 88     -       343.446  (meters)    1126.79   (feet)  ADJUSTED  
 DV1301  ___________________________________________________________________
 DV1301  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1301  DYNAMIC HT  -         343.048 (meters)    1125.48  (feet)  COMP
 DV1301  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 DV1301
 DV1301  VERT ORDER  -  FIRST     CLASS II
 DV1301
 DV1301.The horizontal coordinates were scaled from a topographic map and have
 DV1301.an estimated accuracy of +/- 6 seconds.
 DV1301
 DV1301.The orthometric height was determined by differential leveling
 DV1301.and adjusted in November 1993.
 DV1301
 DV1301.The geoid height was determined by GEOID03.
 DV1301
 DV1301.The dynamic height is computed by dividing the NAVD 88
 DV1301.geopotential number by the normal gravity value computed on the
 DV1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1301.degrees latitude (g = 980.6199 gals.).
 DV1301
 DV1301.The modeled gravity was interpolated from observed gravity values.
 DV1301
 DV1301;                    North         East    Units  Estimated Accuracy
 DV1301;SPC AZ C     -   276,690.      195,140.      MT  (+/- 180 meters Scaled)
 DV1301
 DV1301                          SUPERSEDED SURVEY CONTROL
 DV1301
 DV1301.No superseded survey control is available for this station.
 DV1301
 DV1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966067(NAD 83)
 DV1301_MARKER: DB = BENCH MARK DISK
 DV1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1301_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1301_STAMPING: IND-17 1981
 DV1301_MARK LOGO: AZDT  
 DV1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1301
 DV1301  HISTORY     - Date     Condition        Report By
 DV1301  HISTORY     - 1981     MONUMENTED       AZDT
 DV1301  HISTORY     - 19950415 MARK NOT FOUND   USPSQD
 DV1301  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV1301
 DV1301                          STATION DESCRIPTION
 DV1301
 DV1301'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1301'PHOENIX.
 DV1301'2.0 MI (3.2 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1301'MCDOWELL ROAD IN PHOENIX, TO THE MARK.  A STANDARD AGS ALUMINUM CAP
 DV1301'CEMENTED IN THE NORTH EAST DADO OF THE INDIAN SCHOOL ROAD OVERPASS
 DV1301'BRIDGE.  5.0 FT (1.52 M) NORTH OF THE NORTH CURB OF INDIAN SCHOOL
 DV1301'ROAD.  18.4 FT (5.61 M) WEST OF THE WEST CURB OF THE NORTHBOUND
 DV1301'FRONTAGE ROAD.  0.15 FT (0.046 M) ABOVE THE SIDEWALK.
 DV1301
 DV1301                          STATION RECOVERY (1995)
 DV1301
 DV1301'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1301'MARK NOT FOUND.
 DV1301
 DV1301                          STATION RECOVERY (2007)
 DV1301
 DV1301'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1301'THIS MARK NOT RECOVERED, BUT A DIFFERENT ONE HAS BEEN MONUMENTED AT
 DV1301'THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1704 ***********************************************************************
 DV1704  DESIGNATION -  INDIAN
 DV1704  PID         -  DV1704
 DV1704  STATE/COUNTY-  AZ/MARICOPA
 DV1704  USGS QUAD   -  TOLLESON (1982)
 DV1704
 DV1704                         *CURRENT SURVEY CONTROL
 DV1704  ___________________________________________________________________
 DV1704* NAD 83(2007)-  33 29 38.14171(N)    112 16 13.53187(W)     NO CHECK  
 DV1704* NAVD 88     -       315.365  (meters)    1034.66   (feet)  ADJUSTED  
 DV1704  ___________________________________________________________________
 DV1704  EPOCH DATE  -        2007.00
 DV1704  X           -  -2,017,939.051 (meters)                     COMP
 DV1704  Y           -  -4,927,486.943 (meters)                     COMP
 DV1704  Z           -   3,499,929.977 (meters)                     COMP
 DV1704  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DV1704  ELLIP HEIGHT-         285.003 (meters)          (02/10/07) NO CHECK
 DV1704  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1704  DYNAMIC HT  -         314.995 (meters)    1033.45  (feet)  COMP
 DV1704
 DV1704  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1704  Type    PID    Designation                      North   East  Ellip
 DV1704  -------------------------------------------------------------------
 DV1704  NETWORK DV1704 INDIAN                            6.61   8.76   7.08
 DV1704  -------------------------------------------------------------------
 DV1704  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1704
 DV1704  VERT ORDER  -  SECOND    CLASS I
 DV1704
 DV1704.The horizontal coordinates were established by GPS observations
 DV1704.and adjusted by the National Geodetic Survey in February 2007.
 DV1704
 DV1704.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1704.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1704.No horizontal observational check was made to the station.
 DV1704.The horizontal coordinates are valid at the epoch date displayed above.
 DV1704.The epoch date for horizontal control is a decimal equivalence
 DV1704.of Year/Month/Day.
 DV1704
 DV1704.The orthometric height was determined by differential leveling
 DV1704.and adjusted in November 1993.
 DV1704
 DV1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1704
 DV1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1704
 DV1704.The ellipsoidal height was determined by GPS observations
 DV1704.and is referenced to NAD 83.
 DV1704
 DV1704.The geoid height was determined by GEOID03.
 DV1704
 DV1704.The dynamic height is computed by dividing the NAVD 88
 DV1704.geopotential number by the normal gravity value computed on the
 DV1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1704.degrees latitude (g = 980.6199 gals.).
 DV1704
 DV1704.The modeled gravity was interpolated from observed gravity values.
 DV1704
 DV1704;                    North         East     Units Scale Factor Converg.
 DV1704;SPC AZ C     -   276,583.086   180,488.738   MT  0.99991332   -0 11 42.8
 DV1704;SPC AZ C     -   907,424.82    592,154.65   iFT  0.99991332   -0 11 42.8
 DV1704;UTM  12      - 3,706,768.157   381,984.000   MT  0.99977171   -0 42 04.2
 DV1704
 DV1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1704!SPC AZ C     -   0.99995526  x   0.99991332  =   0.99986858
 DV1704!UTM  12      -   0.99995526  x   0.99977171  =   0.99972698
 DV1704
 DV1704|---------------------------------------------------------------------|
 DV1704| PID    Reference Object                     Distance      Geod. Az  |
 DV1704|                                                           dddmmss.s |
 DV1704| DV1705 INDIAN RM 1                          12.178 METERS 08732     |
 DV1704| DV1706 INDIAN AZ MK                        APPROX. 0.7 KM 0880536.7 |
 DV1704| DV1703 INDIAN RM 2                          12.229 METERS 26857     |
 DV1704|---------------------------------------------------------------------|
 DV1704
 DV1704                          SUPERSEDED SURVEY CONTROL
 DV1704
 DV1704  ELLIP H (06/11/02)  285.036  (m)                       GP(       ) 4 2
 DV1704  NAD 83(1992)-  33 29 38.13982(N)    112 16 13.53096(W) AD(       ) 1
 DV1704  ELLIP H (08/23/93)  285.168  (m)                       GP(       ) 4 2
 DV1704  NAD 83(1986)-  33 29 38.13419(N)    112 16 13.53728(W) AD(       ) 1
 DV1704  NGVD 29 (11/30/89)  314.78   (m)         1032.7    (f) LEVELING    3  
 DV1704
 DV1704.Superseded values are not recommended for survey control.
 DV1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1704.See file dsdata.txt to determine how the superseded data were derived.
 DV1704
 DV1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8198406768(NAD 83)
 DV1704_MARKER: DS = TRIANGULATION STATION DISK
 DV1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1704_SP_SET: CONCRETE POST
 DV1704_STAMPING: INDIAN
 DV1704_MARK LOGO: AZDT  
 DV1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1704+STABILITY: SURFACE MOTION
 DV1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1704+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV1704
 DV1704  HISTORY     - Date     Condition        Report By
 DV1704  HISTORY     - 1982     MONUMENTED       AZDT
 DV1704  HISTORY     - 1983     GOOD             AZDT
 DV1704  HISTORY     - 1986     GOOD             AZDT
 DV1704  HISTORY     - 19960305 MARK NOT FOUND   USPSQD
 DV1704
 DV1704                          STATION DESCRIPTION
 DV1704
 DV1704'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1704'THE STATION IS LOCATED 0.1 MILE EAST ALONG 99TH AVENUE FROM THE
 DV1704'INTERSECTION OF INDIAN SCHOOL ROAD AND 99TH AVENUE IN WESTERN PHOENIX.
 DV1704'
 DV1704'THE STATION MARK IS AN AZDT DISK STAMPED---INDIAN 1982---.  IT IS SET
 DV1704'IN TOP OF A 10 INCH CONCRETE MONUMENT 36 FEET NORTH OF THE CENTER OF
 DV1704'INDIAN SCHOOL ROAD, 14 FEET EAST OF A POWER POLE AND 3.5 FEET WEST OF
 DV1704'A WITNESS POST AND SIGN.
 DV1704'
 DV1704'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---INDIAN RM 1 1982---.  IT IS
 DV1704'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET WEST OF A WITNESS
 DV1704'POST.
 DV1704'
 DV1704'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---INDIAN RM 2 1982---.  IT IS
 DV1704'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3.5 FEET WEST OF A WITNESS
 DV1704'POST.
 DV1704'
 DV1704'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---INDIAN AZ 1982---.  IT IS
 DV1704'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 0.45 MILE EAST OF
 DV1704'THE STATION, 36 FEET NORTH OF THE CENTER OF THE ROAD, 94 FEET EAST OF
 DV1704'A POWER POLE AND 3.5 FEET WEST OF THE WITNESS POST.
 DV1704'
 DV1704'TO REACH THE STATION FROM THE INTERSECTION OF 99TH AVENUE AND INDIAN
 DV1704'SCHOOL ROAD IN WESTERN PHOENIX, TRAVEL EAST ALONG INDIAN SCHOOL ROAD
 DV1704'FOR 0.12 MILE TO THE STATION ON THE LEFT.
 DV1704
 DV1704                          STATION RECOVERY (1983)
 DV1704
 DV1704'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1704'3.75 KM (2.32 MI) NORTH FROM TOLLESON.
 DV1704'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1704'AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD, THENCE EAST FOR
 DV1704'0.126 MI (0.21 KM) TO THE MARK ON THE LEFT, 36.0 FT (10.97 METERS)
 DV1704'NORTH OF THE CENTERLINE OF INDIAN SCHOOL ROAD, 14.5 FT (4.42 METERS)
 DV1704'EAST OF A POWER POLE, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE
 DV1704'POST.
 DV1704
 DV1704                          STATION RECOVERY (1986)
 DV1704
 DV1704'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1704'THE STATION WAS RECOVERED AT THIS DATE.
 DV1704'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1704'DESCRIPTION WAS ADEQUATE.
 DV1704
 DV1704                          STATION RECOVERY (1996)
 DV1704
 DV1704'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1022 ***********************************************************************
 DU1022  DESIGNATION -  INDIAN
 DU1022  PID         -  DU1022
 DU1022  STATE/COUNTY-  AZ/PINAL
 DU1022  USGS QUAD   -  GILA BUTTE (1981)
 DU1022
 DU1022                         *CURRENT SURVEY CONTROL
 DU1022  ___________________________________________________________________
 DU1022* NAD 83(1992)-  33 07 34.03800(N)    111 50 26.75937(W)     ADJUSTED  
 DU1022* NAVD 88     -       370.417  (meters)    1215.28   (feet)  ADJUSTED  
 DU1022  ___________________________________________________________________
 DU1022  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DU1022  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1022  DYNAMIC HT  -         369.975 (meters)    1213.83  (feet)  COMP
 DU1022  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 DU1022
 DU1022  HORZ ORDER  -  SECOND
 DU1022  VERT ORDER  -  FIRST     CLASS II
 DU1022
 DU1022.The horizontal coordinates were established by classical geodetic methods
 DU1022.and adjusted by the National Geodetic Survey in August 1993.
 DU1022
 DU1022.The orthometric height was determined by differential leveling
 DU1022.and adjusted in August 1994.
 DU1022
 DU1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1022
 DU1022.The geoid height was determined by GEOID03.
 DU1022
 DU1022.The dynamic height is computed by dividing the NAVD 88
 DU1022.geopotential number by the normal gravity value computed on the
 DU1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1022.degrees latitude (g = 980.6199 gals.).
 DU1022
 DU1022.The modeled gravity was interpolated from observed gravity values.
 DU1022
 DU1022;                    North         East     Units Scale Factor Converg.
 DU1022;SPC AZ C     -   235,740.304   220,442.299   MT  0.99990062   +0 02 29.3
 DU1022;SPC AZ C     -   773,426.19    723,235.89   iFT  0.99990062   +0 02 29.3
 DU1022;UTM  12      - 3,665,583.432   421,569.890   MT  0.99967584   -0 27 34.2
 DU1022
 DU1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1022!SPC AZ C     -   0.99994656  x   0.99990062  =   0.99984718
 DU1022!UTM  12      -   0.99994656  x   0.99967584  =   0.99962241
 DU1022
 DU1022|---------------------------------------------------------------------|
 DU1022| PID    Reference Object                     Distance      Geod. Az  |
 DU1022|                                                           dddmmss.s |
 DU1022| DU1021 INDIAN RM 1                          16.753 METERS 00016     |
 DU1022| DU1023 INDIAN RM 2                           9.846 METERS 18001     |
 DU1022| DU2351 INDIAN AZ MK                                       3580804.4 |
 DU1022|---------------------------------------------------------------------|
 DU1022
 DU1022                          SUPERSEDED SURVEY CONTROL
 DU1022
 DU1022  NAD 83(1986)-  33 07 34.03144(N)    111 50 26.76274(W) AD(       ) 2
 DU1022  NAD 27      -  33 07 33.83690(N)    111 50 24.26850(W) AD(       ) 2
 DU1022  NGVD 29 (??/??/92)  369.792  (m)         1213.23   (f) ADJ UNCH    1 2
 DU1022
 DU1022.Superseded values are not recommended for survey control.
 DU1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1022.See file dsdata.txt to determine how the superseded data were derived.
 DU1022
 DU1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2157065583(NAD 83)
 DU1022_MARKER: DE = TRAVERSE STATION DISK
 DU1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1022_SP_SET: CONCRETE POST
 DU1022_STAMPING: INDIAN 1962
 DU1022_MARK LOGO: CGS   
 DU1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1022+STABILITY: SURFACE MOTION
 DU1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1022+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2007
 DU1022
 DU1022  HISTORY     - Date     Condition        Report By
 DU1022  HISTORY     - 1962     MONUMENTED       CGS
 DU1022  HISTORY     - 1962     GOOD             CGS
 DU1022  HISTORY     - 19940425 GOOD             NGS
 DU1022  HISTORY     - 20071213 GOOD             GEOCAC
 DU1022
 DU1022                          STATION DESCRIPTION
 DU1022
 DU1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU1022'THE STATION IS LOCATED ABOUT 18 MILES NORTH-NORTHWEST OF CASA
 DU1022'GRANDE, ABOUT 12 MILES SOUTH OF CHANDLER, ABOUT 9 MILES EAST OF
 DU1022'BAPCHULE AND ABOUT 1 MILE SOUTH OF THE GILA RIVER ON THE EAST
 DU1022'RIGHT-OF-WAY OF STATE ROUTE 93.
 DU1022'
 DU1022'TO REACH THE STATION FROM EAST BOSTON STREET AND ARIZONA AVENUE IN
 DU1022'CHANDLER, GO SOUTH ON STATE ROUTES 87 AND 93 (ARIZONA AVENUE) FOR
 DU1022'6.8 MILES TO JUNCTION OF STATE ROUTES 87 AND 93, CONTINUE SOUTH
 DU1022'ON STATE ROUTE 93 FOR 4.3 MILES TO THE GILA RIVER BRIDGE, CONTINUE
 DU1022'SOUTH FOR 0.65 MILE TO A SMALL CONCRETE BRIDGE AND AZIMUTH MARK
 DU1022'IN THE NORTHWEST HEADWALL, CONTINUE SOUTH FOR 0.4 MILE TO THE
 DU1022'STATION ON LEFT.
 DU1022'
 DU1022'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU1022'CONCRETE POST WHICH PROJECTS 4 INCHES AND STAMPED INDIAN 1962.  THE
 DU1022'MARK IS 83.5 FEET NORTH OF A TELEPHONE POLE, 50 FEET EAST OF
 DU1022'CENTER OF ROAD AND 2.2 FEET WEST OF WITNESS POST.
 DU1022'
 DU1022'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1022'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES AND STAMPED INDIAN NO
 DU1022'1 1962.  THE MARK IS 55 FEET NORTH OF WITNESS POST, 50 FEET EAST
 DU1022'OF CENTER OF ROAD AND 2 FEET SOUTH OF A YELLOW 2 X 4 WITNESS POST.
 DU1022'
 DU1022'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DU1022'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES AND STAMPED INDIAN
 DU1022'NO 2 1962.  THE MARK IS 51 FEET NORTH OF A TELEPHONE POLE, 50 FEET
 DU1022'EAST OF CENTER OF ROAD, 32.5 FEET SOUTH OF WITNESS POST AND 3
 DU1022'FEET NORTH OF A YELLOW 2 X 4 WITNESS POST.
 DU1022'
 DU1022'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN THE
 DU1022'NORTHWEST HEADWALL OF A SMALL CONCRETE BRIDGE AND STAMPED INDIAN
 DU1022'1962.  THE MARK IS 27 FEET NORTH OF CENTER OF ROAD AND 21 FEET
 DU1022'WEST OF CENTER OF ROAD.
 DU1022'
 DU1022'HEIGHT OF LIGHT ABOVE STATION MARK 3.9 METERS.
 DU1022
 DU1022                          STATION RECOVERY (1962)
 DU1022
 DU1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU1022'3.2 MI NE FROM CASA BLANCA.
 DU1022'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1022'SCHOOL, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 93, 50.5 FEET EAST
 DU1022'OF THE CENTER OF THE HIGHWAY, 2.2 FEET EAST OF A METAL WITNESS POST,
 DU1022'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 DU1022'PROJECTING 6 INCHES.
 DU1022
 DU1022                          STATION RECOVERY (1994)
 DU1022
 DU1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU1022'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU1022'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 8.8 KM
 DU1022'(5.45 MI) SOUTHERLY ALONG STATE HIGHWAY 587, 27.1 M (88.9 FT) SOUTH
 DU1022'OF A UTILITY POLE, 19.7 M (64.6 FT) SOUTH OF REFERENCE MARK 1, 15.3 M
 DU1022'(50.2 FT) EAST OF THE HIGHWAY CENTERLINE, 9.6 M (31.5 FT) NORTH OF
 DU1022'REFERENCE MARK 2, 1.1 M (3.6 FT) WEST OF A WITNESS POST, 0.5 M
 DU1022'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 DU1022'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU1022
 DU1022                          STATION RECOVERY (2007)
 DU1022
 DU1022'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0920 ***********************************************************************
 DW0920  DESIGNATION -  INDIAN
 DW0920  PID         -  DW0920
 DW0920  STATE/COUNTY-  AZ/LA PAZ
 DW0920  USGS QUAD   -  RED HILL NE (1986)
 DW0920
 DW0920                         *CURRENT SURVEY CONTROL
 DW0920  ___________________________________________________________________
 DW0920* NAD 83(1992)-  33 10 25.70582(N)    114 16 36.51264(W)     ADJUSTED  
 DW0920* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 DW0920  ___________________________________________________________________
 DW0920  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 DW0920  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DW0920  HORZ ORDER  -  SECOND
 DW0920
 DW0920.The horizontal coordinates were established by classical geodetic methods
 DW0920.and adjusted by the National Geodetic Survey in August 1993.
 DW0920
 DW0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0920
 DW0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0920
 DW0920.The geoid height was determined by GEOID03.
 DW0920
 DW0920;                    North         East     Units Scale Factor Converg.
 DW0920;SPC AZ W     -   241,157.505   164,227.750   MT  0.99996309   -0 17 17.8
 DW0920;SPC AZ W     -   791,199.16    538,804.95   iFT  0.99996309   -0 17 17.8
 DW0920;UTM  11      - 3,673,858.920   753,927.853   MT  1.00039507   +1 29 27.1
 DW0920
 DW0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0920!SPC AZ W     -   0.99994775  x   0.99996309  =   0.99991084
 DW0920!UTM  11      -   0.99994775  x   1.00039507  =   1.00034280
 DW0920
 DW0920|---------------------------------------------------------------------|
 DW0920| PID    Reference Object                     Distance      Geod. Az  |
 DW0920|                                                           dddmmss.s |
 DW0920| CF0875 INDIAN RM 1                          15.082 METERS 00146     |
 DW0920| CF0874 INDIAN AZ MK                                       0062456.7 |
 DW0920| DW0924 INDIAN RM 2                          13.256 METERS 25817     |
 DW0920| DW0921 CAIRN ON LOW RIDGE                  APPROX. 5.7 KM 2804928.4 |
 DW0920|---------------------------------------------------------------------|
 DW0920
 DW0920                          SUPERSEDED SURVEY CONTROL
 DW0920
 DW0920  NAD 83(1986)-  33 10 25.70552(N)    114 16 36.51754(W) AD(       ) 2
 DW0920  NAD 27      -  33 10 25.57400(N)    114 16 33.72200(W) AD(       ) 2
 DW0920  NGVD 29 (07/19/86)  364.9    (m)         1197.     (f) VERT ANG    3  
 DW0920
 DW0920.Superseded values are not recommended for survey control.
 DW0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0920.See file dsdata.txt to determine how the superseded data were derived.
 DW0920
 DW0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5392873859(NAD 83)
 DW0920_MARKER: DS = TRIANGULATION STATION DISK
 DW0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0920
 DW0920  HISTORY     - Date     Condition        Report By
 DW0920  HISTORY     - 1949     MONUMENTED       CGS
 DW0920  HISTORY     - 1965     GOOD             AMS
 DW0920
 DW0920                          STATION DESCRIPTION
 DW0920
 DW0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0920'STATION LOCATED ABOUT 35 MILES AIR LINE SOUTH OF QUARTZSITE,
 DW0920'ABOUT 1/4 MILE WEST OF INDIAN WASH, ABOUT 150 FEET WEST OF
 DW0920'HIGHWAY, ON SUMMIT OF LOW RIDGE, 10 FEET NORTHWEST OF WHITE
 DW0920'WITNESS POST, PROJECTS 4 INCHES, AND STAMPED, INDIAN 1949.
 DW0920'
 DW0920'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES LOWER THAN STATION,
 DW0920'PROJECTS 4 INCHES, AND STAMPED, INDIAN NO 1 1949.
 DW0920'
 DW0920'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION,
 DW0920'PROJECTS 4 INCHES, AND STAMPED, INDIAN NO 2 1949.
 DW0920'
 DW0920'AZIMUTH MARK IS ABOUT 22 PACES WEST OF CENTERLINE OF STATE
 DW0920'HIGHWAY 95, 3 FEET SOUTH OF A WHITE WITNESS POST, PROJECTS
 DW0920'2 INCHES, AND STAMPED, INDIAN 1949.
 DW0920'
 DW0920'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH STATE
 DW0920'HIGHWAY 95, (ABOUT 0.8 MILE EAST OF QUARTZSITE), GO SOUTH
 DW0920'ON STATE HIGHWAY 95 FOR 34.6 MILES TO AZIMUTH MARK ON RIGHT
 DW0920'AS DESCRIBED ABOVE.  CONTINUE ON HIGHWAY FOR 0.5 MILE TO TRACK
 DW0920'ROAD RIGHT.  TURN RIGHT FOR SHORT DISTANCE, THEN ROAD TURNS
 DW0920'LEFT UP RIDGE, FOLLOW ROAD FOR A TOTAL DISTANCE OF 0.1 MILE
 DW0920'TO SUMMIT OF RIDGE AND STATION AS DESCRIBED ABOVE.  A DRIVE
 DW0920'STATION.
 DW0920
 DW0920                          STATION RECOVERY (1965)
 DW0920
 DW0920'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0920'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 DW0920'IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0719 ***********************************************************************
 FQ0719  DESIGNATION -  INDIAN
 FQ0719  PID         -  FQ0719
 FQ0719  STATE/COUNTY-  AZ/NAVAJO
 FQ0719  USGS QUAD   -  INDIAN WELLS (1973)
 FQ0719
 FQ0719                         *CURRENT SURVEY CONTROL
 FQ0719  ___________________________________________________________________
 FQ0719* NAD 83(1992)-  35 27 13.89209(N)    110 00 23.33178(W)     ADJUSTED  
 FQ0719* NAVD 88     -      1954.8    (meters)    6413.     (feet)  VERTCON   
 FQ0719  ___________________________________________________________________
 FQ0719  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FQ0719  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 FQ0719  HORZ ORDER  -  FIRST
 FQ0719
 FQ0719.The horizontal coordinates were established by classical geodetic methods
 FQ0719.and adjusted by the National Geodetic Survey in August 1993.
 FQ0719
 FQ0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0719
 FQ0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0719
 FQ0719.The geoid height was determined by GEOID03.
 FQ0719
 FQ0719;                    North         East     Units Scale Factor Converg.
 FQ0719;SPC AZ E     -   493,934.229   227,900.402   MT  0.99990260   +0 05 34.5
 FQ0719;SPC AZ E     - 1,620,519.12    747,704.73   iFT  0.99990260   +0 05 34.5
 FQ0719;UTM  12      - 3,923,829.620   590,158.304   MT  0.99970017   +0 34 34.8
 FQ0719
 FQ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0719!SPC AZ E     -   0.99969676  x   0.99990260  =   0.99959939
 FQ0719!UTM  12      -   0.99969676  x   0.99970017  =   0.99939702
 FQ0719
 FQ0719|---------------------------------------------------------------------|
 FQ0719| PID    Reference Object                     Distance      Geod. Az  |
 FQ0719|                                                           dddmmss.s |
 FQ0719| CD3520 INDIAN RM 1                          10.687 METERS 18106     |
 FQ0719| ES1047 LOS ANGELES AMARILLO AWY BN 51      APPROX.58.7 KM 1920003.2 |
 FQ0719| CD3521 INDIAN RM 2                           8.006 METERS 27942     |
 FQ0719| CD3519 INDIAN AZ MK                                       3125534.6 |
 FQ0719| FQ0716 BESHBITO                            APPROX.28.9 KM 3511547.2 |
 FQ0719|---------------------------------------------------------------------|
 FQ0719
 FQ0719                          SUPERSEDED SURVEY CONTROL
 FQ0719
 FQ0719  NAD 83(1986)-  35 27 13.88959(N)    110 00 23.33294(W) AD(       ) 1
 FQ0719  NAD 27      -  35 27 13.85100(N)    110 00 20.89700(W) AD(       ) 1
 FQ0719  NGVD 29 (07/19/86) 1953.9    (m)         6410.     (f) VERT ANG    3  
 FQ0719
 FQ0719.Superseded values are not recommended for survey control.
 FQ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0719.See file dsdata.txt to determine how the superseded data were derived.
 FQ0719
 FQ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE9015823830(NAD 83)
 FQ0719_MARKER: DS = TRIANGULATION STATION DISK
 FQ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0719
 FQ0719  HISTORY     - Date     Condition        Report By
 FQ0719  HISTORY     - 1951     MONUMENTED       CGS
 FQ0719  HISTORY     - 1954     GOOD             BAKER
 FQ0719  HISTORY     - 1956     GOOD             CGS
 FQ0719  HISTORY     - 1965     GOOD             USGS
 FQ0719  HISTORY     - 1972     GOOD             USGS
 FQ0719
 FQ0719                          STATION DESCRIPTION
 FQ0719
 FQ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0719'STATION IS LOCATED, AIRLINE, ABOUT 39 MILES NORTH NORTHEAST
 FQ0719'OF HOLBROOK, 13 MILES SOUTHWEST OF THE GREASEWOOD TRADING
 FQ0719'POST, 5 MILES NORTHEAST OF THE INDIAN WELLS TRADING POST,
 FQ0719'AND ON A SLIGHTLY TIMBERED HILL THAT IS THE HIGHEST IN THE
 FQ0719'VICINITY ON TOP OF A LARGE ROLLING MESA.
 FQ0719'
 FQ0719'TO REACH FROM THE U.S. POST OFFICE AND A ROAD FORK IN KEAMS
 FQ0719'CANYON, TAKE THE LEFT FORK, HOLBROOK ROAD, AND GO 9.4 MILES
 FQ0719'TO A FORK.  TAKE THE RIGHT FORK, HOLBROOK ROAD, AND GO SOUTH
 FQ0719'FOR 20.3 MILES TO A CROSS ROAD AND AN UNDERGROUND GAS LINE
 FQ0719'GOING EAST AND WEST (SILVER PAINTED VENT PIPE ON THE LEFT).
 FQ0719'TURN LEFT AND FOLLOW ROAD ALONG GAS LINE FOR 2.9 MILES TO A
 FQ0719'VALVE HOUSE (19) AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FQ0719'ON THE GAS LINE ROAD FOR 0.4 MILE TO A TRACK ROAD ON THE
 FQ0719'RIGHT.  TURN RIGHT AND GO 0.3 MILES TO AN EAST-WEST TELEPHONE
 FQ0719'LINE AND ROAD.  TURN LEFT AND FOLLOW ROAD ALONG THE
 FQ0719'TELEPHONE LINE FOR 2.3 MILES TO A TRACK ROAD ON THE RIGHT.
 FQ0719'TURN RIGHT AND FOLLOW THE TRACK ROAD UP THE VALLEY FOR 0.4
 FQ0719'MILE TO A FORK AND CROSS ROAD JUST BEYOND IT.  TAKE THE
 FQ0719'LEFT FORK AND GO 0.2 MILE TO A CROSS ROAD AND A WASH.
 FQ0719'CROSS WASH AND CONTINUE FOR 0.3 MILE, BEARING TO THE
 FQ0719'RIGHT AROUND THE HILL, TO A WASH AND A SIDE ROAD TO THE
 FQ0719'RIGHT.  TURN LEFT, CROSS WASH, AND GO 1.2 MILES TO A
 FQ0719'FORK, TAKE THE RIGHT FORK AND GO 0.3 MILE TO A FORK AND
 FQ0719'CROSS ROAD.  TURN SHARP LEFT AND GO 0.2 MILE.  TURN
 FQ0719'RIGHT,LEAVING TRACK ROAD, AND GO SOUTHERLY FOR 0.3 MILE
 FQ0719'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 FQ0719'
 FQ0719'STATION MARK, STAMPED INDIAN 1951, IS A STANDARD DISK SET
 FQ0719'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0719'6 INCHES.  IT IS 13.7 FEET SOUTH OF A WITNESS POST.
 FQ0719'
 FQ0719'REFERENCE MARK NUMBER 1, STAMPED INDIAN NO 1 1951, IS A
 FQ0719'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FQ0719'POST THAT PROJECTS 4 INCHES AND IS AT THE STATION ELEVATION.
 FQ0719'
 FQ0719'REFERENCE MARK NUMBER 2, STAMPED INDIAN NO 2 1951, IS A
 FQ0719'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FQ0719'POST THAT PROJECTS 6 INCHES AND IS AT THE STATION ELEVATION.
 FQ0719'
 FQ0719'AZIMUTH MARK, STAMPED INDIAN 1951, IS A STANDARD DISK SET
 FQ0719'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0719'5 INCHES.  IT IS 49 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FQ0719'OF THE VALVE HOUSE AND 5 FEET EAST OF A WITNESS POST.
 FQ0719'
 FQ0719'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FQ0719
 FQ0719                          STATION RECOVERY (1954)
 FQ0719
 FQ0719'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (WGR)
 FQ0719'FOUND BY DESCRIPTION.  ALL REFERENCE MARKS RECOVERED.  AZIMUTH
 FQ0719'MARK NOT RECOVERED.  CONDITION OF STATION - GOOD.
 FQ0719'
 FQ0719'THERE IS AN ERROR IN THE DISTANCE, THAT IS TRAVELED UP THE
 FQ0719'TELEPHONE LINE.  U.S.C. AND G.S. DESCRIPTION STATES TURN
 FQ0719'LEFT AND TRAVEL ALONG TELEPHONE LINE 2.3 MILES.  THERE IS
 FQ0719'A ROAD AT 2.3 MILES BUT NOT THE CORRECT ONE.  THE CORRECT
 FQ0719'ROAD IS LOCATED WITH THE CORRECT DISTANCE OF 1.9 MILES.
 FQ0719
 FQ0719                          STATION RECOVERY (1956)
 FQ0719
 FQ0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LFW)
 FQ0719'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 FQ0719'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 FQ0719'TO HAVE BEEN DESTROYED DURING IMPROVEMENTS AROUND THE VALVE
 FQ0719'HOUSE.  THERE ARE SEVERAL CHANGES IN THE DIRECTIONS TO REACH
 FQ0719'THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FQ0719'
 FQ0719'THE STATION IS LOCATED ABOUT 39 MILES AIRLINE NORTH-NORTHEAST
 FQ0719'OF HOLBROOK, 13 MILES AIRLINE SOUTHWEST OF THE GREASEWOOD
 FQ0719'TRADING POST AND 5 MILES AIRLINE NORTHEAST OF THE INDIAN WELLS
 FQ0719'TRADING POST ON THE HIGHEST HILL ON THE TOP OF A LARGE, ROLLING
 FQ0719'MESA.  LOW SCRUB TREES ARE SCATTERED OVER THE HILL.
 FQ0719'
 FQ0719'TO REACH FROM THE POST OFFICE AND ROAD FORK IN KEAMS CANYON
 FQ0719'TAKE THE LEFT FORK, CANADO ROAD, AND GO 9.4 MILES SOUTHEAST
 FQ0719'TO A FORK, TAKE THE RIGHT FORK, HOLBROOK ROAD, AND GO SOUTH FOR
 FQ0719'20.3 MILES TO A CROSSROAD AND AN EAST-WEST UNDERGROUND PIPELINE
 FQ0719'(SILVER PAINTED VENT PIPE ON EAST SIDE OF THE ROAD).  TURN
 FQ0719'LEFT AND GO EAST ALONG THE ROAD OVER THE PIPELINE FOR 2.9
 FQ0719'MILES TO A VALVE HOUSE (NO. 19), CONTINUE EAST FOR 0.4 MILE
 FQ0719'TO A TRACK ROAD SOUTHEAST, TURN RIGHT ONTO THE TRACK ROAD
 FQ0719'FOR 0.3 MILE TO AN EAST-WEST TELEPHONE LINE AND ROAD, TURN
 FQ0719'LEFT AND GO EAST ALONG THE TELEPHONE LINE FOR 2.3 MILES TO
 FQ0719'A TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTH UP A VALLEY
 FQ0719'FOR 1.9 MILES FOLLOWING AROUND THE EAST SIDE OF THE FOOT
 FQ0719'OF A LARGE MESA AND UP A DRAW TO THE TOP OF THE MESA AND A
 FQ0719'FORK.  TAKE THE RIGHT FORK FOR 0.1 MILE TO A CROSSROAD, TURN
 FQ0719'RIGHT AND GO NORTH 0.65 MILE TO THE RIDGE ALONG THE EDGE
 FQ0719'OF THE MESA, THENCE LEFT (WEST-SOUTHWEST) ALONG THE CREST OF
 FQ0719'THE RIDGE FOR 0.3 MILE TO THE STATION.
 FQ0719'
 FQ0719'STATION MARK IS A STANDARD DISK STAMPED INDIAN 1951, SET IN
 FQ0719'THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES,
 FQ0719'13.7 FEET SOUTH OF A WITNESS POST.
 FQ0719'
 FQ0719'REFERENCE MARK 1 IS A STANDARD DISK STAMPED INDIAN NO 1 1951,
 FQ0719'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 FQ0719'4 INCHES, AT THE SAME ELEVATION AS THE STATION.
 FQ0719'
 FQ0719'REFERENCE MARK 2 IS A STANDARD DISK STAMPED INDIAN NO 2
 FQ0719'1951 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 FQ0719'6 INCHES, AT THE SAME ELEVATION AS THE STATION.
 FQ0719
 FQ0719                          STATION RECOVERY (1965)
 FQ0719
 FQ0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0719'RECOVERED AS DESCRIBED BY NGS.
 FQ0719
 FQ0719                          STATION RECOVERY (1972)
 FQ0719
 FQ0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0719'ALL MARKS IN GOOD CONDITION.  NEW TO REACH FOLLOWS--
 FQ0719'
 FQ0719'TO REACH FROM THE POST OFFICE (TRADING POST) AT GREASEWOOD,
 FQ0719'GO WNW.  0.3 MI TO PAVED RD.  GO LEFT ON PAVEMENT 0.45 MI
 FQ0719'TO END OF PAVEMENT.  GO LEFT SW. ON MAIN-TRAVELED RD. 5.45
 FQ0719'MI TO Y-RD.  GO RIGHT ON GRADED RD. 0.3 MI TO CREST AND EAST
 FQ0719'END OF DIRT FILL DAM.  CONTINUE ON MAIN-TRAVELED RD. 0.1
 FQ0719'MI TO Y-RD.  GO LEFT 0.2 MI TO X-RD. (ABOUT 0.1 MI S. OF A
 FQ0719'WINDMILL).  CONTINUE STRAIGHT 1.5 MI TO Y-RD.  GO RIGHT (W.)
 FQ0719'2.15 MI TO Y-RD.  GO RIGHT 0.05 MI TO Y-RD.  GO RIGHT (W.)
 FQ0719'0.4 MI.  LEAVE RD. AND GO W. OVER LITTLE RIDGE THEN TO
 FQ0719'TOP 0.15 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2405 ***********************************************************************
 CZ2405  DESIGNATION -  INDIAN
 CZ2405  PID         -  CZ2405
 CZ2405  STATE/COUNTY-  AZ/PINAL
 CZ2405  USGS QUAD   -  VAIVA VO (1993)
 CZ2405
 CZ2405                         *CURRENT SURVEY CONTROL
 CZ2405  ___________________________________________________________________
 CZ2405* NAD 83(1992)-  32 43 00.62487(N)    111 59 47.15974(W)     ADJUSTED  
 CZ2405* NAVD 88     -       781.4    (meters)    2564.     (feet)  VERTCON   
 CZ2405  ___________________________________________________________________
 CZ2405  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CZ2405  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ2405  HORZ ORDER  -  THIRD
 CZ2405
 CZ2405.The horizontal coordinates were established by classical geodetic methods
 CZ2405.and adjusted by the National Geodetic Survey in August 1993.
 CZ2405
 CZ2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2405
 CZ2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2405
 CZ2405.The geoid height was determined by GEOID03.
 CZ2405
 CZ2405;                    North         East     Units Scale Factor Converg.
 CZ2405;SPC AZ C     -   190,354.529   205,882.582   MT  0.99990069   -0 02 35.2
 CZ2405;SPC AZ C     -   624,522.73    675,467.79   iFT  0.99990069   -0 02 35.2
 CZ2405;UTM  12      - 3,620,335.438   406,619.191   MT  0.99970752   -0 32 19.0
 CZ2405
 CZ2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2405!SPC AZ C     -   0.99988211  x   0.99990069  =   0.99978281
 CZ2405!UTM  12      -   0.99988211  x   0.99970752  =   0.99958966
 CZ2405
 CZ2405                          SUPERSEDED SURVEY CONTROL
 CZ2405
 CZ2405  NAD 83(1986)-  32 43 00.61585(N)    111 59 47.15673(W) AD(       ) 3
 CZ2405  NGVD 29 (04/26/91)  780.8    (m)         2562.     (f) VERT ANG    3  
 CZ2405
 CZ2405.Superseded values are not recommended for survey control.
 CZ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2405.See file dsdata.txt to determine how the superseded data were derived.
 CZ2405
 CZ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0661920335(NAD 83)
 CZ2405_MARKER: DD = SURVEY DISK
 CZ2405_SETTING: 80 = SET IN A BOULDER
 CZ2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2405+STABILITY: SURFACE MOTION
 CZ2405
 CZ2405  HISTORY     - Date     Condition        Report By
 CZ2405  HISTORY     - 1921     MONUMENTED       USGS
 CZ2405
 CZ2405                          STATION DESCRIPTION
 CZ2405
 CZ2405'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2405'LOCATED ABOUT 20 MI SW. OF SASA GRANDE ON SOUTHERN PACIFIC RR.,
 CZ2405'ABOUT 5 MI W. OF CUCKLEBUR INDIAN VILLAGE.  ON HIGHEST POINT OF
 CZ2405'RANGE OF HILLS.
 CZ2405'
 CZ2405'TO REACH NOT GIVEN.
 CZ2405'
 CZ2405'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK AT
 CZ2405'CENTER OF ROCK CAIRN ABOUT 8 OR 10 FT HIGH.
 CZ2405'
 CZ2405'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5875 ***********************************************************************
 DJ5875  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5875  DESIGNATION -  INDIAN 101
 DJ5875  PID         -  DJ5875
 DJ5875  STATE/COUNTY-  AZ/MARICOPA
 DJ5875  USGS QUAD   -  TOLLESON (1982)
 DJ5875
 DJ5875                         *CURRENT SURVEY CONTROL
 DJ5875  ___________________________________________________________________
 DJ5875* NAD 83(2007)-  33 29 36.74048(N)    112 15 53.38578(W)     ADJUSTED  
 DJ5875* NAVD 88     -       316.47   (meters)    1038.3    (feet)  GPS OBS   
 DJ5875  ___________________________________________________________________
 DJ5875  X           -  -2,017,467.165 (meters)                     COMP
 DJ5875  Y           -  -4,927,706.964 (meters)                     COMP
 DJ5875  Z           -   3,499,894.618 (meters)                     COMP
 DJ5875  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DJ5875  ELLIP HEIGHT-         286.172 (meters)          (03/21/07) ADJUSTED
 DJ5875  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DJ5875  HORZ ORDER  -  B
 DJ5875  ELLP ORDER  -  FOURTH    CLASS I
 DJ5875
 DJ5875.The horizontal coordinates were established by GPS observations
 DJ5875.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5875
 DJ5875.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5875.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5875
 DJ5875.The orthometric height was determined by GPS observations and a
 DJ5875.high-resolution geoid model.
 DJ5875.The orthometric height was determined by GPS observations and a
 DJ5875.high-resolution geoid model using precise GPS observation and
 DJ5875.processing techniques.
 DJ5875
 DJ5875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5875
 DJ5875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5875
 DJ5875.The ellipsoidal height was determined by GPS observations
 DJ5875.and is referenced to NAD 83.
 DJ5875
 DJ5875.The geoid height was determined by GEOID03.
 DJ5875
 DJ5875;                    North         East     Units Scale Factor Converg.
 DJ5875;SPC AZ C     -   276,538.161   181,008.588   MT  0.99991290   -0 11 31.7
 DJ5875;SPC AZ C     -   907,277.43    593,860.20   iFT  0.99991290   -0 11 31.7
 DJ5875;UTM  12      - 3,706,718.651   382,503.360   MT  0.99977020   -0 41 53.0
 DJ5875
 DJ5875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5875!SPC AZ C     -   0.99995508  x   0.99991290  =   0.99986798
 DJ5875!UTM  12      -   0.99995508  x   0.99977020  =   0.99972529
 DJ5875
 DJ5875                          SUPERSEDED SURVEY CONTROL
 DJ5875
 DJ5875.No superseded survey control is available for this station.
 DJ5875
 DJ5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8250306719(NAD 83)
 DJ5875_MARKER: I = METAL ROD
 DJ5875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5875_STAMPING: INDIAN 101
 DJ5875_MARK LOGO: NGS   
 DJ5875_PROJECTION: RECESSED 5 CENTIMETERS
 DJ5875_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5875+STABILITY: POSITION/ELEVATION WELL
 DJ5875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5875+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5875_ROD/PIPE-DEPTH: 3.3  meters
 DJ5875_SLEEVE-DEPTH  : 1 meters
 DJ5875
 DJ5875  HISTORY     - Date     Condition        Report By
 DJ5875  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5875
 DJ5875                          STATION DESCRIPTION
 DJ5875
 DJ5875'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5875'AT THE INTERSECTION OF INDIAN SCHOOL ROAD AND SR-101 IN AVONDALE,
 DJ5875'ARIZONA, STATION IS 24M WEST OF THE CENTERLINE OF THE SOUTHBOUND
 DJ5875'ENTRANCE TO SR-101 AT INDIAN SCHOOL ROAD.  STATION IS MARKED BY A
 DJ5875'9/16IN STEEL ROD DRIVEN TO REFUSAL (3.3M), ENCASED IN A 1IN GREASE
 DJ5875'FILLED PVC SLEEVE, ENCLOSED IN A 5IN PVC PIPE WITH AN NGS ALUMINUM
 DJ5875'LOGO CAP MARKED INDIAN 101, SURROUNDED BY A CONCRETE COLLAR, FLUSH
 DJ5875'WITH THE GROUND.  STATION IS 12M SOUTH OF AN SRP IRRIGATION STRUCTURE,
 DJ5875'2.5M EAST OF A CHAIN LINK FENCE AND 1.5M EAST OF A CARSONITE WITNESS
 DJ5875'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5880 ***********************************************************************
 DJ5880  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5880  DESIGNATION -  INDIAN 111
 DJ5880  PID         -  DJ5880
 DJ5880  STATE/COUNTY-  AZ/MARICOPA
 DJ5880  USGS QUAD   -  TOLLESON (1982)
 DJ5880
 DJ5880                         *CURRENT SURVEY CONTROL
 DJ5880  ___________________________________________________________________
 DJ5880* NAD 83(2007)-  33 29 36.00042(N)    112 17 54.67855(W)     ADJUSTED  
 DJ5880* NAVD 88     -       310.51   (meters)    1018.7    (feet)  GPS OBS   
 DJ5880  ___________________________________________________________________
 DJ5880  EPOCH DATE  -        2007.00
 DJ5880  X           -  -2,020,367.391 (meters)                     COMP
 DJ5880  Y           -  -4,926,526.742 (meters)                     COMP
 DJ5880  Z           -   3,499,872.275 (meters)                     COMP
 DJ5880  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DJ5880  ELLIP HEIGHT-         280.142 (meters)          (03/21/07) ADJUSTED
 DJ5880  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DJ5880  HORZ ORDER  -  FIRST
 DJ5880  ELLP ORDER  -  FOURTH    CLASS I
 DJ5880
 DJ5880.The horizontal coordinates were established by GPS observations
 DJ5880.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5880
 DJ5880.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5880.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5880.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5880.The epoch date for horizontal control is a decimal equivalence
 DJ5880.of Year/Month/Day.
 DJ5880
 DJ5880.The orthometric height was determined by GPS observations and a
 DJ5880.high-resolution geoid model.
 DJ5880.The orthometric height was determined by GPS observations and a
 DJ5880.high-resolution geoid model using precise GPS observation and
 DJ5880.processing techniques.
 DJ5880
 DJ5880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5880
 DJ5880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5880
 DJ5880.The ellipsoidal height was determined by GPS observations
 DJ5880.and is referenced to NAD 83.
 DJ5880
 DJ5880.The geoid height was determined by GEOID03.
 DJ5880
 DJ5880;                    North         East     Units Scale Factor Converg.
 DJ5880;SPC AZ C     -   276,526.369   177,877.773   MT  0.99991552   -0 12 38.6
 DJ5880;SPC AZ C     -   907,238.74    583,588.49   iFT  0.99991552   -0 12 38.6
 DJ5880;UTM  12      - 3,706,734.503   379,372.999   MT  0.99977939   -0 42 60.0
 DJ5880
 DJ5880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5880!SPC AZ C     -   0.99995602  x   0.99991552  =   0.99987155
 DJ5880!UTM  12      -   0.99995602  x   0.99977939  =   0.99973542
 DJ5880
 DJ5880:                Primary Azimuth Mark                     Grid Az
 DJ5880:SPC AZ C     -  INDIAN AGUA                              266 10 54.0
 DJ5880:UTM  12      -  INDIAN AGUA                              266 41 15.4
 DJ5880
 DJ5880|---------------------------------------------------------------------|
 DJ5880| PID    Reference Object                     Distance      Geod. Az  |
 DJ5880|                                                           dddmmss.s |
 DJ5880| DJ5876 INDIAN AGUA                         APPROX. 1.3 KM 2655815.4 |
 DJ5880|---------------------------------------------------------------------|
 DJ5880
 DJ5880                          SUPERSEDED SURVEY CONTROL
 DJ5880
 DJ5880.No superseded survey control is available for this station.
 DJ5880
 DJ5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7937306735(NAD 83)
 DJ5880_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5880_STAMPING: NO STAMPING
 DJ5880_MARK LOGO: AZ-013
 DJ5880_PROJECTION: RECESSED 12 CENTIMETERS
 DJ5880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5880+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5880
 DJ5880  HISTORY     - Date     Condition        Report By
 DJ5880  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5880  HISTORY     - 20061101 GOOD             EVANS
 DJ5880
 DJ5880                          STATION DESCRIPTION
 DJ5880
 DJ5880'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5880'FROM THE INTERSECTION OF INDIAN SCHOOL ROAD AND SR-101 IN AVONDALE,
 DJ5880'ARIZONA, TRAVEL WEST, 3.22KM TO 111TH AVENUE.  STATION IS A MARICOPA
 DJ5880'COUNTY HIGHWAY DEPARTMENT BRASS DISK, NO STAMPING, IN A CONCRETE POST
 DJ5880'IN A HANDHOLE, RECESSED 12CM, FOUND AT THE INTERSECTION OF INDIAN
 DJ5880'SCHOOL ROAD AND 111TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5876 ***********************************************************************
 DJ5876  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5876  DESIGNATION -  INDIAN AGUA
 DJ5876  PID         -  DJ5876
 DJ5876  STATE/COUNTY-  AZ/MARICOPA
 DJ5876  USGS QUAD   -  TOLLESON (1982)
 DJ5876
 DJ5876                         *CURRENT SURVEY CONTROL
 DJ5876  ___________________________________________________________________
 DJ5876* NAD 83(2007)-  33 29 32.96921(N)    112 18 45.99082(W)     ADJUSTED  
 DJ5876* NAVD 88     -       309.85   (meters)    1016.6    (feet)  GPS OBS   
 DJ5876  ___________________________________________________________________
 DJ5876  EPOCH DATE  -        2007.00
 DJ5876  X           -  -2,021,612.245 (meters)                     COMP
 DJ5876  Y           -  -4,926,071.135 (meters)                     COMP
 DJ5876  Z           -   3,499,794.010 (meters)                     COMP
 DJ5876  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DJ5876  ELLIP HEIGHT-         279.456 (meters)          (03/21/07) ADJUSTED
 DJ5876  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DJ5876  HORZ ORDER  -  FIRST
 DJ5876  ELLP ORDER  -  FOURTH    CLASS I
 DJ5876
 DJ5876.The horizontal coordinates were established by GPS observations
 DJ5876.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5876
 DJ5876.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5876.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5876.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5876.The epoch date for horizontal control is a decimal equivalence
 DJ5876.of Year/Month/Day.
 DJ5876
 DJ5876.The orthometric height was determined by GPS observations and a
 DJ5876.high-resolution geoid model.
 DJ5876.The orthometric height was determined by GPS observations and a
 DJ5876.high-resolution geoid model using precise GPS observation and
 DJ5876.processing techniques.
 DJ5876
 DJ5876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5876
 DJ5876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5876
 DJ5876.The ellipsoidal height was determined by GPS observations
 DJ5876.and is referenced to NAD 83.
 DJ5876
 DJ5876.The geoid height was determined by GEOID03.
 DJ5876
 DJ5876;                    North         East     Units Scale Factor Converg.
 DJ5876;SPC AZ C     -   276,437.950   176,552.973   MT  0.99991670   -0 13 06.9
 DJ5876;SPC AZ C     -   906,948.65    579,242.04   iFT  0.99991670   -0 13 06.9
 DJ5876;UTM  12      - 3,706,657.796   378,047.649   MT  0.99978336   -0 43 28.3
 DJ5876
 DJ5876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5876!SPC AZ C     -   0.99995613  x   0.99991670  =   0.99987283
 DJ5876!UTM  12      -   0.99995613  x   0.99978336  =   0.99973950
 DJ5876
 DJ5876:                Primary Azimuth Mark                     Grid Az
 DJ5876:SPC AZ C     -  INDIAN 111                               086 10 54.0
 DJ5876:UTM  12      -  INDIAN 111                               086 41 15.4
 DJ5876
 DJ5876|---------------------------------------------------------------------|
 DJ5876| PID    Reference Object                     Distance      Geod. Az  |
 DJ5876|                                                           dddmmss.s |
 DJ5876| DJ5880 INDIAN 111                          APPROX. 1.3 KM 0855747.1 |
 DJ5876|---------------------------------------------------------------------|
 DJ5876
 DJ5876                          SUPERSEDED SURVEY CONTROL
 DJ5876
 DJ5876.No superseded survey control is available for this station.
 DJ5876
 DJ5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7804806658(NAD 83)
 DJ5876_MARKER: I = METAL ROD
 DJ5876_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5876_STAMPING: INDIAN AGUA
 DJ5876_MARK LOGO: NONE  
 DJ5876_PROJECTION: FLUSH
 DJ5876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5876+STABILITY: POSITION/ELEVATION WELL
 DJ5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5876+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5876_ROD/PIPE-DEPTH: 3.5  meters
 DJ5876_SLEEVE-DEPTH  : 1 meters
 DJ5876
 DJ5876  HISTORY     - Date     Condition        Report By
 DJ5876  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5876
 DJ5876                          STATION DESCRIPTION
 DJ5876
 DJ5876'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5876'FROM THE INTERSECTION OF SR-101 AND INDIAN SCHOOL ROAD IN AVONDALE,
 DJ5876'ARIZONA, TRAVEL WEST ON INDIAN SCHOOL ROAD, 4.5KM, TO THE EAST END OF
 DJ5876'THE INDIAN SCHOOL ROAD/AGUA FRIA RIVER BRIDGE.  TURN SOUTH ONTO ACCESS
 DJ5876'ROAD 40M EAST OF BRIDGE ABUTMENT, AT THE EAST END OF GUARDRAIL.
 DJ5876'CONTINUE ALONG ACCESS ROAD 70M TO FLOOD CONTROL DISTRICT GATE.
 DJ5876'CONTINUE THROUGH GATE AND TRAVEL SOUTH ALONG FLOOD CONTROL LEVEE, 33M.
 DJ5876'STATION IS MARKED BY A 9/16IN STEEL ROD DRIVEN TO REFUSAL (3.5M),
 DJ5876'ENCASED IN A 1IN GREASE FILLED PVC SLEEVE, ENCLOSED IN A 5IN PVC PIPE
 DJ5876'WITH AN NGS ALUMINUM LOGO CAP MARKED INDIAN AGUA, SURROUNDED BY A
 DJ5876'CONCRETE COLLAR, LEVEL WITH THE GROUND.  STATION IS 2.5M WEST OF A
 DJ5876'BARB WIRE FENCE AND 1.5M WEST OF A CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1706 ***********************************************************************
 DV1706  DESIGNATION -  INDIAN AZ MK
 DV1706  PID         -  DV1706
 DV1706  STATE/COUNTY-  AZ/MARICOPA
 DV1706  USGS QUAD   -  TOLLESON (1982)
 DV1706
 DV1706                         *CURRENT SURVEY CONTROL
 DV1706  ___________________________________________________________________
 DV1706* NAD 83(1992)-  33 29 38.89578(N)    112 15 46.39308(W)     ADJUSTED  
 DV1706* NAVD 88     -       317.058  (meters)    1040.21   (feet)  ADJUSTED  
 DV1706  ___________________________________________________________________
 DV1706  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 DV1706  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV1706  DYNAMIC HT  -         316.686 (meters)    1038.99  (feet)  COMP
 DV1706  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DV1706
 DV1706  HORZ ORDER  -  SECOND
 DV1706  VERT ORDER  -  SECOND    CLASS I
 DV1706
 DV1706.The horizontal coordinates were established by classical geodetic methods
 DV1706.and adjusted by the National Geodetic Survey in August 1993.
 DV1706
 DV1706.The orthometric height was determined by differential leveling
 DV1706.and adjusted in November 1993.
 DV1706
 DV1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1706
 DV1706.The geoid height was determined by GEOID03.
 DV1706
 DV1706.The dynamic height is computed by dividing the NAVD 88
 DV1706.geopotential number by the normal gravity value computed on the
 DV1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1706.degrees latitude (g = 980.6199 gals.).
 DV1706
 DV1706.The modeled gravity was interpolated from observed gravity values.
 DV1706
 DV1706;                    North         East     Units Scale Factor Converg.
 DV1706;SPC AZ C     -   276,603.954   181,189.301   MT  0.99991276   -0 11 27.8
 DV1706;SPC AZ C     -   907,493.29    594,453.09   iFT  0.99991276   -0 11 27.8
 DV1706;UTM  12      - 3,706,782.837   382,684.621   MT  0.99976968   -0 41 49.2
 DV1706
 DV1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1706!SPC AZ C     -   0.99995498  x   0.99991276  =   0.99986775
 DV1706!UTM  12      -   0.99995498  x   0.99976968  =   0.99972467
 DV1706
 DV1706                          SUPERSEDED SURVEY CONTROL
 DV1706
 DV1706  NAD 83(1986)-  33 29 38.89022(N)    112 15 46.39929(W) AD(       ) 2
 DV1706  NGVD 29 (11/30/89)  316.48   (m)         1038.3    (f) LEVELING    3  
 DV1706
 DV1706.Superseded values are not recommended for survey control.
 DV1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1706.See file dsdata.txt to determine how the superseded data were derived.
 DV1706
 DV1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8268506783(NAD 83)
 DV1706_MARKER: DZ = AZIMUTH MARK DISK
 DV1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1706_SP_SET: CONCRETE POST
 DV1706_STAMPING: INDIAN AZIMUTH
 DV1706_MARK LOGO: AZDT  
 DV1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1706+STABILITY: SURFACE MOTION
 DV1706
 DV1706  HISTORY     - Date     Condition        Report By
 DV1706  HISTORY     - 1983     MONUMENTED       AZDT
 DV1706  HISTORY     - 1983     GOOD             AZDT
 DV1706  HISTORY     - 20080830 MARK NOT FOUND   GEOCAC
 DV1706
 DV1706                          STATION DESCRIPTION
 DV1706
 DV1706'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV1706'THE STATION IS LOCATED 12 MILES NORTHWEST OF PHOENIX AND 1/2 MILE EAST
 DV1706'OF 99TH. AVENUE.
 DV1706'
 DV1706'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---INDIAN AZ 1983---.  IT IS
 DV1706'SET IN TOP OF A TEN INCH CONCRETE MONUMENT.  IT IS 0.45 MILE EAST OF
 DV1706'THE STATION, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 94 FEET EAST
 DV1706'OF A POWER POLE AND 3.5 FEET WEST OF THE WITNESS POST.
 DV1706'
 DV1706'TO REACH THE MARK FROM THE INTERSECTION OF 99TH. AVENUE AND INDIAN
 DV1706'SCHOOL ROAD IN WESTERN PNOENIX, TRAVEL EAST ALONG INDIAN SCHOOL ROAD
 DV1706'FOR 0.12 MILE TO STATION INDIAN, CONTINUE EAST FOR 0.45 MILE TO
 DV1706'INDIAN AZ MARK.
 DV1706
 DV1706                          STATION RECOVERY (1983)
 DV1706
 DV1706'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1706'4.47 KM (2.77 MI) NORTH FROM TOLLESON.
 DV1706'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1706'AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD, THENCE EAST FOR
 DV1706'0.57 MI (0.93 KM) TO THE MARK ON THE LEFT, 36.0 FT (10.97 METERS)
 DV1706'NORTH OF THE CENTERLINE OF INDIAN SCHOOL ROAD, 94.0 FT (28.65 METERS)
 DV1706'EAST OF A POWER POLE, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE
 DV1706'POST.
 DV1706
 DV1706                          STATION RECOVERY (2008)
 DV1706
 DV1706'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DV1706'SINCE 1982, THE ORIGINAL CANAL HAS BEEN FILLED IN AND THE FIELDS
 DV1706'EXTENSIVELY REWORKED.  SUSPECT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2351 ***********************************************************************
 DU2351  DESIGNATION -  INDIAN AZ MK
 DU2351  PID         -  DU2351
 DU2351  STATE/COUNTY-  AZ/PINAL
 DU2351  USGS QUAD   -  GILA BUTTE (1981)
 DU2351
 DU2351                         *CURRENT SURVEY CONTROL
 DU2351  ___________________________________________________________________
 DU2351* NAD 83(1986)-  33 07 54.     (N)    111 50 27.     (W)     SCALED    
 DU2351* NAVD 88     -       370.705  (meters)    1216.22   (feet)  ADJUSTED  
 DU2351  ___________________________________________________________________
 DU2351  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU2351  DYNAMIC HT  -         370.264 (meters)    1214.77  (feet)  COMP
 DU2351  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 DU2351
 DU2351  VERT ORDER  -  FIRST     CLASS II
 DU2351
 DU2351.The horizontal coordinates were scaled from a topographic map and have
 DU2351.an estimated accuracy of +/- 6 seconds.
 DU2351
 DU2351.The orthometric height was determined by differential leveling
 DU2351.and adjusted in August 1994.
 DU2351
 DU2351.The geoid height was determined by GEOID03.
 DU2351
 DU2351.The dynamic height is computed by dividing the NAVD 88
 DU2351.geopotential number by the normal gravity value computed on the
 DU2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2351.degrees latitude (g = 980.6199 gals.).
 DU2351
 DU2351.The modeled gravity was interpolated from observed gravity values.
 DU2351
 DU2351;                    North         East    Units  Estimated Accuracy
 DU2351;SPC AZ C     -   236,360.      220,440.      MT  (+/- 180 meters Scaled)
 DU2351
 DU2351                          SUPERSEDED SURVEY CONTROL
 DU2351
 DU2351.No superseded survey control is available for this station.
 DU2351
 DU2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215661(NAD 83)
 DU2351_MARKER: DZ = AZIMUTH MARK DISK
 DU2351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU2351_SP_SET: CULVERT HEADWALL
 DU2351_STAMPING: INDIAN 1962
 DU2351_MARK LOGO: CGS   
 DU2351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2351+STABILITY: SURFACE MOTION
 DU2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2351+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DU2351
 DU2351  HISTORY     - Date     Condition        Report By
 DU2351  HISTORY     - 1962     MONUMENTED       RBNF
 DU2351  HISTORY     - 19940425 GOOD             NGS
 DU2351  HISTORY     - 20071213 MARK NOT FOUND   GEOCAC
 DU2351
 DU2351                          STATION DESCRIPTION
 DU2351
 DU2351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2351'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2351'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 8.1 KM
 DU2351'(5.05 MI) SOUTHERLY ALONG STATE HIGHWAY 587, IN TOP OF AND 1.0 M
 DU2351'(3.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 DU2351'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 10.0 M (32.8 FT) NORTH OF
 DU2351'THE CENTER OF A PAVED ROAD, 6.7 M (22.0 FT) WEST OF THE HIGHWAY
 DU2351'CENTERLINE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 DU2351
 DU2351                          STATION RECOVERY (2007)
 DU2351
 DU2351'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2351'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2351'MARK. THE CULVERT WAS LOCATED, BUT IT APPEARS THAT ADDITIONAL CONCRETE
 DU2351'HAS BEEN ADDED TO RAISE THE TOP LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5877 ***********************************************************************
 DJ5877  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5877  DESIGNATION -  INDIAN DYSART
 DJ5877  PID         -  DJ5877
 DJ5877  STATE/COUNTY-  AZ/MARICOPA
 DJ5877  USGS QUAD   -  TOLLESON (1982)
 DJ5877
 DJ5877                         *CURRENT SURVEY CONTROL
 DJ5877  ___________________________________________________________________
 DJ5877* NAD 83(2007)-  33 29 35.08152(N)    112 20 24.12778(W)     ADJUSTED  
 DJ5877* NAVD 88     -       312.09   (meters)    1023.9    (feet)  GPS OBS   
 DJ5877  ___________________________________________________________________
 DJ5877  EPOCH DATE  -        2007.00
 DJ5877  X           -  -2,023,942.802 (meters)                     COMP
 DJ5877  Y           -  -4,925,077.228 (meters)                     COMP
 DJ5877  Z           -   3,499,849.512 (meters)                     COMP
 DJ5877  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DJ5877  ELLIP HEIGHT-         281.679 (meters)          (03/21/07) ADJUSTED
 DJ5877  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DJ5877  HORZ ORDER  -  FIRST
 DJ5877  ELLP ORDER  -  FOURTH    CLASS I
 DJ5877
 DJ5877.The horizontal coordinates were established by GPS observations
 DJ5877.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5877
 DJ5877.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5877.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5877.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5877.The epoch date for horizontal control is a decimal equivalence
 DJ5877.of Year/Month/Day.
 DJ5877
 DJ5877.The orthometric height was determined by GPS observations and a
 DJ5877.high-resolution geoid model.
 DJ5877.The orthometric height was determined by GPS observations and a
 DJ5877.high-resolution geoid model using precise GPS observation and
 DJ5877.processing techniques.
 DJ5877
 DJ5877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5877
 DJ5877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5877
 DJ5877.The ellipsoidal height was determined by GPS observations
 DJ5877.and is referenced to NAD 83.
 DJ5877
 DJ5877.The geoid height was determined by GEOID03.
 DJ5877
 DJ5877;                    North         East     Units Scale Factor Converg.
 DJ5877;SPC AZ C     -   276,513.019   174,020.154   MT  0.99991907   -0 14 01.1
 DJ5877;SPC AZ C     -   907,194.94    570,932.26   iFT  0.99991907   -0 14 01.1
 DJ5877;UTM  12      - 3,706,755.214   375,515.922   MT  0.99979105   -0 44 22.5
 DJ5877
 DJ5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5877!SPC AZ C     -   0.99995578  x   0.99991907  =   0.99987485
 DJ5877!UTM  12      -   0.99995578  x   0.99979105  =   0.99974684
 DJ5877
 DJ5877                          SUPERSEDED SURVEY CONTROL
 DJ5877
 DJ5877.No superseded survey control is available for this station.
 DJ5877
 DJ5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7551606755(NAD 83)
 DJ5877_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5877_STAMPING: INDIAN DYSART 2006
 DJ5877_MARK LOGO: NGS   
 DJ5877_PROJECTION: FLUSH
 DJ5877_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5877+STABILITY: SURFACE MOTION
 DJ5877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5877+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5877
 DJ5877  HISTORY     - Date     Condition        Report By
 DJ5877  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5877
 DJ5877                          STATION DESCRIPTION
 DJ5877
 DJ5877'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5877'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5877'ON DYSART ROAD 3.93KM TO INDIAN SCHOOL ROAD.  STATION IS A NGS
 DJ5877'HORIZONTAL CONTROL DISK, STAMPED INDIAN DYSART 2006, IN A CONCRETE
 DJ5877'POST, LEVEL WITH GROUND.  STATION IS 77M EAST OF THE CENTERLINE OF
 DJ5877'DYSART ROAD, 28M SOUTH OF CENTERLINE OF INDIAN SCHOOL ROAD AT TOE OF
 DJ5877'BERM AND 33M SOUTHEAST OF POWERPOLE WTP44. MARK IS 1.5M NORTH OF
 DJ5877'CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1146 ***********************************************************************
 CG1146  DESIGNATION -  INDIAN OASIS
 CG1146  PID         -  CG1146
 CG1146  STATE/COUNTY-  AZ/PIMA
 CG1146  USGS QUAD   -  SELLS WEST (1982)
 CG1146
 CG1146                         *CURRENT SURVEY CONTROL
 CG1146  ___________________________________________________________________
 CG1146* NAD 83(1992)-  31 52 40.61439(N)    111 56 11.82043(W)     ADJUSTED  
 CG1146* NAVD 88     -       761.     (meters)    2497.     (feet)  SCALED    
 CG1146  ___________________________________________________________________
 CG1146  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CG1146  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 CG1146  HORZ ORDER  -  FIRST
 CG1146
 CG1146.The horizontal coordinates were established by classical geodetic methods
 CG1146.and adjusted by the National Geodetic Survey in August 1993.
 CG1146
 CG1146.The orthometric height was scaled from a topographic map.
 CG1146
 CG1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1146
 CG1146.The geoid height was determined by GEOID03.
 CG1146
 CG1146;                    North         East     Units Scale Factor Converg.
 CG1146;SPC AZ C     -    97,334.772   211,472.546   MT  0.99990004   -0 00 37.9
 CG1146;SPC AZ C     -   319,339.80    693,807.57   iFT  0.99990004   -0 00 37.9
 CG1146;UTM  12      - 3,527,289.740   411,412.789   MT  0.99969678   -0 29 40.8
 CG1146
 CG1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1146!SPC AZ C     -   0.99988542  x   0.99990004  =   0.99978547
 CG1146!UTM  12      -   0.99988542  x   0.99969678  =   0.99958223
 CG1146
 CG1146:                Primary Azimuth Mark                     Grid Az
 CG1146:SPC AZ C     -  INDIAN OASIS AZ MK                       051 45 12.2
 CG1146:UTM  12      -  INDIAN OASIS AZ MK                       052 14 15.1
 CG1146
 CG1146|---------------------------------------------------------------------|
 CG1146| PID    Reference Object                     Distance      Geod. Az  |
 CG1146|                                                           dddmmss.s |
 CG1146| CH5318 INDIAN OASIS AZ MK                                 0514434.3 |
 CG1146| CH5319 INDIAN OASIS RM 1                     8.550 METERS 11459     |
 CG1146| CH5320 INDIAN OASIS RM 2                     9.758 METERS 20007     |
 CG1146|---------------------------------------------------------------------|
 CG1146
 CG1146                          SUPERSEDED SURVEY CONTROL
 CG1146
 CG1146  NAD 83(1986)-  31 52 40.60712(N)    111 56 11.82013(W) AD(       ) 1
 CG1146  NAD 27      -  31 52 40.32300(N)    111 56 09.38000(W) AD(       ) 1
 CG1146
 CG1146.Superseded values are not recommended for survey control.
 CG1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1146.See file dsdata.txt to determine how the superseded data were derived.
 CG1146
 CG1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1141327290(NAD 83)
 CG1146_MARKER: DS = TRIANGULATION STATION DISK
 CG1146_SETTING: 66 = SET IN ROCK OUTCROP
 CG1146_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CG1146
 CG1146  HISTORY     - Date     Condition        Report By
 CG1146  HISTORY     - 1920     MONUMENTED       CGS
 CG1146  HISTORY     - 1936     GOOD             CGS
 CG1146  HISTORY     - 1958     GOOD             AMS
 CG1146  HISTORY     - 1979     GOOD             AZDT
 CG1146
 CG1146                          STATION DESCRIPTION
 CG1146
 CG1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CG1146'ON A SMALL ISLOATED CONICAL HILL 4.2 MILES BY ROAD SOUTHWEST
 CG1146'OF SELLS.  REACHED FROM SELLS VIA THE MAIN ROAD FROM SELLS
 CG1146'AS FOLLOWS--FROM THE POST OFFICE GO WEST ON THE AJO ROAD FOR 0.3
 CG1146'MILE, TURN LEFT ABOUT 30 YARDS SOUTH OF BRIDGE AT TEDS GARAGE,
 CG1146'GO 0.9 MILE ON MAIN-TRAVELED ROAD ALONG FENCE LINE, TURN LEFT
 CG1146'AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 3.3 MILES TO POINT
 CG1146'WHERE THIS ROAD CROSSES GRADED ROAD, AT END OF TRUCK TRAVEL.
 CG1146'FROM HERE CLIMB SOUTHEASTERLY UP HILL TO STATION.  MARKED BY A
 CG1146'STANDARD BRONZE DISK SET IN CONCRETE. REFERENCE
 CG1146'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 CG1146'8.550 METERS (28.05 FEET) FROM STATION S 65 DEG 01 MIN E.
 CG1146'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1146'DISK, IS 9.758 METERS (32.01 FEET) FROM THE
 CG1146'STATION S 20 DEG 07 MIN W. THE AZIMUTH MARK, A
 CG1146'STANDARD BRONZE DISK, IS ABOUT ONE-HALF MILE FROM
 CG1146'STATION N 51 DEG 45 MIN E.
 CG1146
 CG1146                          STATION RECOVERY (1958)
 CG1146
 CG1146'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG1146'STATION RECOVERED AS DESCRIBED.
 CG1146'
 CG1146'REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 CG1146'
 CG1146'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL, 34 FEET
 CG1146'NE OF BUSH ROW.  34 FEET SE OF LONE BUSH.  46 FEET WSW OF
 CG1146'LONE BUSH.  34 FEET NW OF ROCK CAIRN.
 CG1146
 CG1146                          STATION RECOVERY (1979)
 CG1146
 CG1146'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CG1146'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CG1146'DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A
 CG1146'NEW ROUTE TO THE STATION FOLLOWS.
 CG1146'
 CG1146'TO REACH THE STATION FROM THE INDIAN HOSPITAL IN SELLS, TRAVEL SOUTH
 CG1146'ON ROUTE 19 FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 1.3 MILES
 CG1146'TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT IN A WESTERLY DIRECTION FOR
 CG1146'3.25 MILES TO END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 400 FEET TO
 CG1146'THE TOP OF A CONICAL HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1705 ***********************************************************************
 DV1705  DESIGNATION -  INDIAN RM 1
 DV1705  PID         -  DV1705
 DV1705  STATE/COUNTY-  AZ/MARICOPA
 DV1705  USGS QUAD   -  TOLLESON (1982)
 DV1705
 DV1705                         *CURRENT SURVEY CONTROL
 DV1705  ___________________________________________________________________
 DV1705* NAD 83(1992)-  33 29 38.15679(N)    112 16 13.05961(W)     NO CHECK  
 DV1705* NAVD 88     -       315.375  (meters)    1034.69   (feet)  ADJUSTED  
 DV1705  ___________________________________________________________________
 DV1705  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 DV1705  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV1705  DYNAMIC HT  -         315.005 (meters)    1033.48  (feet)  COMP
 DV1705  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1705
 DV1705  HORZ ORDER  -  SECOND
 DV1705  VERT ORDER  -  SECOND    CLASS I
 DV1705
 DV1705.The horizontal coordinates were established by classical geodetic methods
 DV1705.and adjusted by the National Geodetic Survey in August 1993.
 DV1705.No horizontal observational check was made to the station.
 DV1705
 DV1705.The orthometric height was determined by differential leveling
 DV1705.and adjusted in November 1993.
 DV1705
 DV1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1705
 DV1705.The geoid height was determined by GEOID03.
 DV1705
 DV1705.The dynamic height is computed by dividing the NAVD 88
 DV1705.geopotential number by the normal gravity value computed on the
 DV1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1705.degrees latitude (g = 980.6199 gals.).
 DV1705
 DV1705.The modeled gravity was interpolated from observed gravity values.
 DV1705
 DV1705;                    North         East     Units Scale Factor Converg.
 DV1705;SPC AZ C     -   276,583.509   180,500.929   MT  0.99991331   -0 11 42.5
 DV1705;SPC AZ C     -   907,426.21    592,194.65   iFT  0.99991331   -0 11 42.5
 DV1705;UTM  12      - 3,706,768.472   381,996.193   MT  0.99977167   -0 42 03.9
 DV1705
 DV1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1705!SPC AZ C     -   0.99995525  x   0.99991331  =   0.99986856
 DV1705!UTM  12      -   0.99995525  x   0.99977167  =   0.99972693
 DV1705
 DV1705                          SUPERSEDED SURVEY CONTROL
 DV1705
 DV1705  NAD 83(1986)-  33 29 38.15116(N)    112 16 13.06593(W) AD(       ) 2
 DV1705  NGVD 29 (11/30/89)  314.8    (m)         1033.     (f) LEVELING    3  
 DV1705
 DV1705.Superseded values are not recommended for survey control.
 DV1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1705.See file dsdata.txt to determine how the superseded data were derived.
 DV1705
 DV1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8199606768(NAD 83)
 DV1705_MARKER: DR = REFERENCE MARK DISK
 DV1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1705_SP_SET: CONCRETE POST
 DV1705_STAMPING: INDIAN RM 1
 DV1705_MARK LOGO: AZDT  
 DV1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1705+STABILITY: SURFACE MOTION
 DV1705
 DV1705  HISTORY     - Date     Condition        Report By
 DV1705  HISTORY     - 1982     MONUMENTED       AZDT
 DV1705  HISTORY     - 1983     GOOD             AZDT
 DV1705  HISTORY     - 20080830 MARK NOT FOUND   GEOCAC
 DV1705
 DV1705                          STATION DESCRIPTION
 DV1705
 DV1705'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1705'3.75 KM (2.32 MI) NORTH FROM TOLLESON.
 DV1705'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1705'AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD, THENCE EAST FOR
 DV1705'0.126 MI (0.21 KM) TO THE MARK ON THE LEFT, 40.1 FT (12.22 METERS)
 DV1705'EAST OF STATION INDIAN, 36.0 FT (10.97 METERS) NORTH OF THE CENTERLINE
 DV1705'OF INDIAN SCHOOL ROAD, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE
 DV1705'POST.
 DV1705
 DV1705                          STATION RECOVERY (2008)
 DV1705
 DV1705'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DV1705'SINCE 1982, THE ORIGINAL CANAL HAS BEEN FILLED IN AND THE FIELDS
 DV1705'EXTENSIVELY REWORKED.  SUSPECT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1021 ***********************************************************************
 DU1021  DESIGNATION -  INDIAN RM 1
 DU1021  PID         -  DU1021
 DU1021  STATE/COUNTY-  AZ/PINAL
 DU1021  USGS QUAD   -  GILA BUTTE (1981)
 DU1021
 DU1021                         *CURRENT SURVEY CONTROL
 DU1021  ___________________________________________________________________
 DU1021* NAD 83(1986)-  33 07 33.     (N)    111 50 26.     (W)     SCALED    
 DU1021* NAVD 88     -       370.549  (meters)    1215.71   (feet)  ADJUSTED  
 DU1021  ___________________________________________________________________
 DU1021  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1021  DYNAMIC HT  -         370.108 (meters)    1214.26  (feet)  COMP
 DU1021  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 DU1021
 DU1021  VERT ORDER  -  FIRST     CLASS II
 DU1021
 DU1021.The horizontal coordinates were scaled from a topographic map and have
 DU1021.an estimated accuracy of +/- 6 seconds.
 DU1021
 DU1021.The orthometric height was determined by differential leveling
 DU1021.and adjusted in August 1994.
 DU1021
 DU1021.The geoid height was determined by GEOID03.
 DU1021
 DU1021.The dynamic height is computed by dividing the NAVD 88
 DU1021.geopotential number by the normal gravity value computed on the
 DU1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1021.degrees latitude (g = 980.6199 gals.).
 DU1021
 DU1021.The modeled gravity was interpolated from observed gravity values.
 DU1021
 DU1021;                    North         East    Units  Estimated Accuracy
 DU1021;SPC AZ C     -   235,710.      220,460.      MT  (+/- 180 meters Scaled)
 DU1021
 DU1021                          SUPERSEDED SURVEY CONTROL
 DU1021
 DU1021  NGVD 29 (??/??/92)  369.914  (m)         1213.63   (f) ADJ UNCH    1 2
 DU1021
 DU1021.Superseded values are not recommended for survey control.
 DU1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1021.See file dsdata.txt to determine how the superseded data were derived.
 DU1021
 DU1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215655(NAD 83)
 DU1021_MARKER: DR = REFERENCE MARK DISK
 DU1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1021_SP_SET: CONCRETE POST
 DU1021_STAMPING: INDIAN NO 1 1962
 DU1021_MARK LOGO: CGS   
 DU1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1021+STABILITY: SURFACE MOTION
 DU1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1021+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2007
 DU1021
 DU1021  HISTORY     - Date     Condition        Report By
 DU1021  HISTORY     - 1962     MONUMENTED       CGS
 DU1021  HISTORY     - 19940425 GOOD             NGS
 DU1021  HISTORY     - 20071213 GOOD             GEOCAC
 DU1021
 DU1021                          STATION DESCRIPTION
 DU1021
 DU1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1021'3.2 MI NE FROM CASA BLANCA.
 DU1021'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1021'SCHOOL, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 93, 50.5 FEET EAST
 DU1021'OF THE CENTER OF THE HIGHWAY, 55.0 FEET NORTH OF TRAVERSE STATION
 DU1021'INDIAN, 55.0 FEET NORTH OF A METAL WITNESS POST, 2.2 FEET SOUTH OF A
 DU1021'YELLOW PAINTED 2 BY 4 WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DU1021'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DU1021
 DU1021                          STATION RECOVERY (1994)
 DU1021
 DU1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU1021'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU1021'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 8.8 KM
 DU1021'(5.45 MI) SOUTHERLY ALONG STATE HIGHWAY 587, 19.7 M (64.6 FT) NORTH
 DU1021'OF TRIANGULATION STATION INDIAN, 15.3 M (50.2 FT) EAST OF THE HIGHWAY
 DU1021'CENTERLINE, 7.4 M (24.3 FT) SOUTH OF A UTILITY POLE, 1.0 M (3.3 FT)
 DU1021'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 DU1021'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU1021
 DU1021                          STATION RECOVERY (2007)
 DU1021
 DU1021'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1703 ***********************************************************************
 DV1703  DESIGNATION -  INDIAN RM 2
 DV1703  PID         -  DV1703
 DV1703  STATE/COUNTY-  AZ/MARICOPA
 DV1703  USGS QUAD   -  TOLLESON (1982)
 DV1703
 DV1703                         *CURRENT SURVEY CONTROL
 DV1703  ___________________________________________________________________
 DV1703* NAD 83(1992)-  33 29 38.13260(N)    112 16 14.00463(W)     NO CHECK  
 DV1703* NAVD 88     -       315.269  (meters)    1034.35   (feet)  ADJUSTED  
 DV1703  ___________________________________________________________________
 DV1703  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DV1703  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1703  DYNAMIC HT  -         314.899 (meters)    1033.13  (feet)  COMP
 DV1703  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1703
 DV1703  HORZ ORDER  -  SECOND
 DV1703  VERT ORDER  -  SECOND    CLASS I
 DV1703
 DV1703.The horizontal coordinates were established by classical geodetic methods
 DV1703.and adjusted by the National Geodetic Survey in August 1993.
 DV1703.No horizontal observational check was made to the station.
 DV1703
 DV1703.The orthometric height was determined by differential leveling
 DV1703.and adjusted in November 1993.
 DV1703
 DV1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1703
 DV1703.The geoid height was determined by GEOID03.
 DV1703
 DV1703.The dynamic height is computed by dividing the NAVD 88
 DV1703.geopotential number by the normal gravity value computed on the
 DV1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1703.degrees latitude (g = 980.6199 gals.).
 DV1703
 DV1703.The modeled gravity was interpolated from observed gravity values.
 DV1703
 DV1703;                    North         East     Units Scale Factor Converg.
 DV1703;SPC AZ C     -   276,582.847   180,476.534   MT  0.99991333   -0 11 43.1
 DV1703;SPC AZ C     -   907,424.04    592,114.61   iFT  0.99991333   -0 11 43.1
 DV1703;UTM  12      - 3,706,768.026   381,971.797   MT  0.99977175   -0 42 04.4
 DV1703
 DV1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1703!SPC AZ C     -   0.99995526  x   0.99991333  =   0.99986860
 DV1703!UTM  12      -   0.99995526  x   0.99977175  =   0.99972703
 DV1703
 DV1703                          SUPERSEDED SURVEY CONTROL
 DV1703
 DV1703  NAD 83(1986)-  33 29 38.12697(N)    112 16 14.01096(W) AD(       ) 2
 DV1703  NGVD 29 (11/30/89)  314.7    (m)         1032.     (f) LEVELING    3  
 DV1703
 DV1703.Superseded values are not recommended for survey control.
 DV1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1703.See file dsdata.txt to determine how the superseded data were derived.
 DV1703
 DV1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8197206768(NAD 83)
 DV1703_MARKER: DR = REFERENCE MARK DISK
 DV1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1703_SP_SET: CONCRETE POST
 DV1703_STAMPING: INDIAN RM 2
 DV1703_MARK LOGO: AZDT  
 DV1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1703+STABILITY: SURFACE MOTION
 DV1703
 DV1703  HISTORY     - Date     Condition        Report By
 DV1703  HISTORY     - 1982     MONUMENTED       AZDT
 DV1703  HISTORY     - 1983     GOOD             AZDT
 DV1703  HISTORY     - 20080830 MARK NOT FOUND   GEOCAC
 DV1703
 DV1703                          STATION DESCRIPTION
 DV1703
 DV1703'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1703'3.74 KM (2.32 MI) NORTH FROM TOLLESON.
 DV1703'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1703'AVENUE FOR 2.2 MI (3.54 KM) TO INDIAN SCHOOL ROAD, THENCE EAST FOR
 DV1703'0.125 MI (0.20 KM) TO THE MARK ON THE LEFT, 40.0 FT (12.19 METERS)
 DV1703'WEST OF STATION INDIAN, A STANDARD AZDT ALUMINIUM CAP IN A CONCRETE
 DV1703'POST.
 DV1703
 DV1703                          STATION RECOVERY (2008)
 DV1703
 DV1703'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DV1703'SINCE 1982, THE ORIGINAL CANAL HAS BEEN FILLED IN AND THE FIELDS
 DV1703'EXTENSIVELY REWORKED.  SUSPECT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1023 ***********************************************************************
 DU1023  DESIGNATION -  INDIAN RM 2
 DU1023  PID         -  DU1023
 DU1023  STATE/COUNTY-  AZ/PINAL
 DU1023  USGS QUAD   -  GILA BUTTE (1981)
 DU1023
 DU1023                         *CURRENT SURVEY CONTROL
 DU1023  ___________________________________________________________________
 DU1023* NAD 83(1986)-  33 07 33.     (N)    111 50 26.     (W)     SCALED    
 DU1023* NAVD 88     -       370.583  (meters)    1215.82   (feet)  ADJUSTED  
 DU1023  ___________________________________________________________________
 DU1023  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1023  DYNAMIC HT  -         370.141 (meters)    1214.37  (feet)  COMP
 DU1023  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 DU1023
 DU1023  VERT ORDER  -  FIRST     CLASS II
 DU1023
 DU1023.The horizontal coordinates were scaled from a topographic map and have
 DU1023.an estimated accuracy of +/- 6 seconds.
 DU1023
 DU1023.The orthometric height was determined by differential leveling
 DU1023.and adjusted in August 1994.
 DU1023
 DU1023.The geoid height was determined by GEOID03.
 DU1023
 DU1023.The dynamic height is computed by dividing the NAVD 88
 DU1023.geopotential number by the normal gravity value computed on the
 DU1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1023.degrees latitude (g = 980.6199 gals.).
 DU1023
 DU1023.The modeled gravity was interpolated from observed gravity values.
 DU1023
 DU1023;                    North         East    Units  Estimated Accuracy
 DU1023;SPC AZ C     -   235,710.      220,460.      MT  (+/- 180 meters Scaled)
 DU1023
 DU1023                          SUPERSEDED SURVEY CONTROL
 DU1023
 DU1023  NGVD 29 (??/??/92)  369.940  (m)         1213.71   (f) ADJ UNCH    1 2
 DU1023
 DU1023.Superseded values are not recommended for survey control.
 DU1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1023.See file dsdata.txt to determine how the superseded data were derived.
 DU1023
 DU1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215655(NAD 83)
 DU1023_MARKER: DR = REFERENCE MARK DISK
 DU1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1023_SP_SET: CONCRETE POST
 DU1023_STAMPING: INDIAN NO 2 1962
 DU1023_MARK LOGO: CGS   
 DU1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1023+STABILITY: SURFACE MOTION
 DU1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1023+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2007
 DU1023
 DU1023  HISTORY     - Date     Condition        Report By
 DU1023  HISTORY     - 1962     MONUMENTED       CGS
 DU1023  HISTORY     - 19940425 GOOD             NGS
 DU1023  HISTORY     - 20071213 GOOD             GEOCAC
 DU1023
 DU1023                          STATION DESCRIPTION
 DU1023
 DU1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1023'3.2 MI NE FROM CASA BLANCA.
 DU1023'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1023'SCHOOL, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 93, 50.4 FEET EAST
 DU1023'OF THE CENTER OF THE HIGHWAY, 32.3 FEET SOUTH OF TRAVERSE STATION
 DU1023'INDIAN, 32.4 FEET SOUTH OF A METAL WITNESS POST, 2.2 FEET NORTH OF A
 DU1023'YELLOW PAINTED 2 BY 4 WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DU1023'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DU1023
 DU1023                          STATION RECOVERY (1994)
 DU1023
 DU1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU1023'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU1023'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 8.8 KM
 DU1023'(5.45 MI) SOUTHERLY ALONG STATE HIGHWAY 587, 15.3 M (50.2 FT) EAST OF
 DU1023'THE HIGHWAY CENTERLINE, 9.6 M (31.5 FT) SOUTH OF TRIANGULATION
 DU1023'STATION INDIAN, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 DU1023'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M
 DU1023'(0.7 FT) ABOVE THE GROUND SURFACE.
 DU1023
 DU1023                          STATION RECOVERY (2007)
 DU1023
 DU1023'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5873 ***********************************************************************
 DJ5873  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5873  DESIGNATION -  INDIAN SPRINGS
 DJ5873  PID         -  DJ5873
 DJ5873  STATE/COUNTY-  AZ/MARICOPA
 DJ5873  USGS QUAD   -  TOLLESON (1982)
 DJ5873
 DJ5873                         *CURRENT SURVEY CONTROL
 DJ5873  ___________________________________________________________________
 DJ5873* NAD 83(2007)-  33 22 31.36223(N)    112 21 03.01134(W)     ADJUSTED  
 DJ5873* NAVD 88     -       284.90   (meters)     934.7    (feet)  GPS OBS   
 DJ5873  ___________________________________________________________________
 DJ5873  X           -  -2,027,597.938 (meters)                     COMP
 DJ5873  Y           -  -4,931,327.294 (meters)                     COMP
 DJ5873  Z           -   3,488,940.041 (meters)                     COMP
 DJ5873  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DJ5873  ELLIP HEIGHT-         254.606 (meters)          (03/21/07) ADJUSTED
 DJ5873  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DJ5873  HORZ ORDER  -  B
 DJ5873  ELLP ORDER  -  FOURTH    CLASS I
 DJ5873
 DJ5873.The horizontal coordinates were established by GPS observations
 DJ5873.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5873
 DJ5873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5873.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5873
 DJ5873.The orthometric height was determined by GPS observations and a
 DJ5873.high-resolution geoid model.
 DJ5873.The orthometric height was determined by GPS observations and a
 DJ5873.high-resolution geoid model using precise GPS observation and
 DJ5873.processing techniques.
 DJ5873
 DJ5873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5873
 DJ5873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5873
 DJ5873.The ellipsoidal height was determined by GPS observations
 DJ5873.and is referenced to NAD 83.
 DJ5873
 DJ5873.The geoid height was determined by GEOID03.
 DJ5873
 DJ5873;                    North         East     Units Scale Factor Converg.
 DJ5873;SPC AZ C     -   263,463.976   172,962.008   MT  0.99992011   -0 14 19.9
 DJ5873;SPC AZ C     -   864,383.12    567,460.66   iFT  0.99992011   -0 14 19.9
 DJ5873;UTM  12      - 3,693,717.660   374,342.919   MT  0.99979467   -0 44 35.6
 DJ5873
 DJ5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5873!SPC AZ C     -   0.99996003  x   0.99992011  =   0.99988014
 DJ5873!UTM  12      -   0.99996003  x   0.99979467  =   0.99975471
 DJ5873
 DJ5873                          SUPERSEDED SURVEY CONTROL
 DJ5873
 DJ5873.No superseded survey control is available for this station.
 DJ5873
 DJ5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7434393718(NAD 83)
 DJ5873_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5873_STAMPING: INDIAN SPRINGS 2006
 DJ5873_MARK LOGO: NGS   
 DJ5873_PROJECTION: FLUSH
 DJ5873_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5873+STABILITY: SURFACE MOTION
 DJ5873
 DJ5873  HISTORY     - Date     Condition        Report By
 DJ5873  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5873
 DJ5873                          STATION DESCRIPTION
 DJ5873
 DJ5873'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5873'FROM THE INTERSECTION OF AVONDALE BOULEVARD AND I-10 IN AVONDALE,
 DJ5873'ARIZONA, TRAVEL SOUTH ON AVONDALE BOULEVARD 8.17KM TO THE BRIDGE OVER
 DJ5873'THE GILA RIVER.  CONTINUE ACROSS BRIDGE 2.17KM TO THE INTERSECTION OF
 DJ5873'INDIAN SPRINGS ROAD AND EL MIRAGE ROAD.  CONTINUE WEST FROM THE
 DJ5873'INTERSECTION, 2.62KM, TO THE STATION ON THE SOUTH SIDE OF INDIAN
 DJ5873'SPRINGS ROAD WHICH IS LOCATED IN A R/W DRAINAGE EASEMENT.  MARK IS A
 DJ5873'NGS HORIZONTAL CONTROL DISK, STAMPED INDIAN SPRINGS 2006, IN A
 DJ5873'CONCRETE POST, LEVEL WITH GROUND.  STATION IS 18M SOUTH OF THE
 DJ5873'CENTERLINE OF INDIAN SPRINGS ROAD, 9M SOUTH OF A ROAD SIGN, 3M NORTH
 DJ5873'OF FENCE CORNER AND 1.5M NORTH OF CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1811 ***********************************************************************
 GR1811  DESIGNATION -  INITIAL
 GR1811  PID         -  GR1811
 GR1811  STATE/COUNTY-  AZ/MOHAVE
 GR1811  USGS QUAD   -  MESQUITE NE (1985)
 GR1811
 GR1811                         *CURRENT SURVEY CONTROL
 GR1811  ___________________________________________________________________
 GR1811* NAD 83(1992)-  36 59 52.26664(N)    114 02 55.28069(W)     ADJUSTED  
 GR1811* NAVD 88     -       784.1    (meters)    2573.     (feet)  VERTCON   
 GR1811  ___________________________________________________________________
 GR1811  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GR1811  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GR1811  HORZ ORDER  -  FIRST
 GR1811
 GR1811.The horizontal coordinates were established by classical geodetic methods
 GR1811.and adjusted by the National Geodetic Survey in August 1993.
 GR1811
 GR1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1811
 GR1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1811
 GR1811.The geoid height was determined by GEOID03.
 GR1811
 GR1811;                    North         East     Units Scale Factor Converg.
 GR1811;SPC AZ W     -   665,295.603   186,774.177   MT  0.99994204   -0 10 47.1
 GR1811;SPC AZ W     - 2,182,728.36    612,776.17   iFT  0.99994204   -0 10 47.1
 GR1811;SPC NV E     - 8,250,490.324   336,595.979   MT  1.00012979   +0 55 25.2
 GR1811;SPC NV E     -27,068,483.67  1,104,315.31   sFT  1.00012979   +0 55 25.2
 GR1811;SPC UT S     - 3,039,847.917   273,148.484   MT  1.00004472   -1 33 41.6
 GR1811;UTM  11      - 4,098,706.727   762,635.730   MT  1.00044983   +1 46 37.5
 GR1811;UTM  12      - 4,098,980.098   228,696.399   MT  1.00050686   -1 50 08.8
 GR1811
 GR1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1811!SPC AZ W     -   0.99988102  x   0.99994204  =   0.99982307
 GR1811!SPC NV E     -   0.99988102  x   1.00012979  =   1.00001080
 GR1811!SPC UT S     -   0.99988102  x   1.00004472  =   0.99992574
 GR1811!UTM  11      -   0.99988102  x   1.00044983  =   1.00033080
 GR1811!UTM  12      -   0.99988102  x   1.00050686  =   1.00038782
 GR1811
 GR1811:                Primary Azimuth Mark                     Grid Az
 GR1811:SPC AZ W     -  INITIAL MESA                             032 55 12.6
 GR1811:SPC NV E     -  INITIAL MESA                             031 49 00.3
 GR1811:SPC UT S     -  INITIAL MESA                             034 18 07.1
 GR1811:UTM  11      -  INITIAL MESA                             030 57 48.0
 GR1811:UTM  12      -  INITIAL MESA                             034 34 34.3
 GR1811
 GR1811|---------------------------------------------------------------------|
 GR1811| PID    Reference Object                     Distance      Geod. Az  |
 GR1811|                                                           dddmmss.s |
 GR1811| HP0313 INITIAL MESA                        APPROX. 0.6 KM 0324425.5 |
 GR1811| CC5417 INITIAL RM 1                          3.240 METERS 14737     |
 GR1811| CC5418 INITIAL RM 2                          6.156 METERS 22226     |
 GR1811| HP0319 GAP                                 APPROX.22.4 KM 2715927.5 |
 GR1811| HP0314 BOUNDARY INITIAL MON AZ NV UT       286.504 METERS 33458     |
 GR1811|---------------------------------------------------------------------|
 GR1811
 GR1811                          SUPERSEDED SURVEY CONTROL
 GR1811
 GR1811  NAD 83(1986)-  36 59 52.26396(N)    114 02 55.28032(W) AD(       ) 1
 GR1811  NAD 27      -  36 59 52.35700(N)    114 02 52.39400(W) AD(       ) 1
 GR1811  NGVD 29 (07/19/86)  783.3    (m)         2570.     (f) VERT ANG    3  
 GR1811
 GR1811.Superseded values are not recommended for survey control.
 GR1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1811.See file dsdata.txt to determine how the superseded data were derived.
 GR1811
 GR1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6263698707(NAD 83)
 GR1811_MARKER: DS = TRIANGULATION STATION DISK
 GR1811_SETTING: 80 = SET IN A BOULDER
 GR1811_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GR1811
 GR1811  HISTORY     - Date     Condition        Report By
 GR1811  HISTORY     - 1925     MONUMENTED       CGS
 GR1811  HISTORY     - 1938     GOOD             CGS
 GR1811  HISTORY     - 1944     GOOD             CGS
 GR1811  HISTORY     - 1972     GOOD             LAWPC
 GR1811  HISTORY     - 1972     GOOD             AZHD
 GR1811  HISTORY     - 1973     GOOD             USGS
 GR1811
 GR1811                          STATION DESCRIPTION
 GR1811
 GR1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 GR1811'ABOUT 24 MILES S OF W OF ST. GEORGE, UTAH, 9 MILES NW OF
 GR1811'LITTLEFIELD, ARIZONA, AT THE CORNER OF UTAH, NEVADA, AND
 GR1811'ARIZONA.  STATION IS ON A RED CLAY KNOLL OVERLOOKING LOWER
 GR1811'GROUND TO THE SE.  A HIGH TABLE-LIKE MESA BEARS N OF E 1/2
 GR1811'MILE.
 GR1811'
 GR1811'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER.
 GR1811
 GR1811                          STATION RECOVERY (1938)
 GR1811
 GR1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GR1811'STATION FOUND IN GOOD CONDITION.  TWO NEW REFERENCE MARKS
 GR1811'ESTABLISHED.  ALL ARE SET IN BURIED BOULDERS.  STATION MARK
 GR1811'IS STAMPED INITIAL 1916 1938.  REFERENCE MARKS 1 AND 2 ARE
 GR1811'STAMPED INITIAL NO 1 1938 AND INITIAL NO 2 1938 RESPECTIVELY.
 GR1811'
 GR1811'STATION IS ON A SMALL KNOB, ABOUT 0.5 MILE SW OF THE POINT OF
 GR1811'THE HIGHER MESA (BEARING STATION INITIAL MESA (UTAH), 26 MILES
 GR1811'WSW OF ST. GEORGE, UTAH, AND 940 FEET SSE OF INITIAL MONUMENT.
 GR1811'
 GR1811'REACHED FROM ST. GEORGE, UTAH AS FOLLOWS--GO W AND SW ON U.S.
 GR1811'HIGHWAY 91 FOR 24 MILES TO CASTLE CLIFF SERVICE STATION,
 GR1811'CONTINUE 0.1 MILE, THEN TURN RIGHT, ACROSS WASH, ON NEWLY GRADED
 GR1811'C.C.C. ROAD, GO 0.4 MILE, THEN BEAR LEFT ON TRACK ROAD.  FOLLOW
 GR1811'THIS ROAD IN A W DIRECTION (ROAD WINDS SW, NW, THEN W), KEEPING
 GR1811'TO MAIN-TRAVELED ROAD, 11.4 MILES TO FORK IN BEAVER DAM WASH.
 GR1811'CROSS WASH (W) AND FOLLOW TRAIL ROAD UP NARROW SIDE WASH AND
 GR1811'STEEP RIDGE TO SUMMIT OF BENCH, THEN BEAR SW ALONG TELEPHONE LINE
 GR1811'TO POINT 6.5 MILES FROM BEAVER DAM WASH, BEAR LEFT ON MAIN
 GR1811'ROAD (S) OVER RIDGE AND THROUGH WASH 1.7 MILES TO ROAD
 GR1811'INTERSECTION, TURN LEFT (E) ON THIS ROAD AND GO 3.2 MILES TO
 GR1811'CROSSING OF WASH, TURN RIGHT (S) DOWN THIS WASH AND GO 0.9 MILE
 GR1811'TO WASH ENTERING FROM NE, TURN LEFT (E) UP SIDE WASH AND GO 0.6
 GR1811'MILE TO W BANK OF LARGER WASH.  STATION LIES 0.3 MILE SE FROM
 GR1811'THIS POINT.  TRUCK MAY BE DRIVEN TO STATION BY PICKING ROUTE
 GR1811'ACROSS SEVERAL SMALL DRAWS.
 GR1811'
 GR1811'INITIAL MONUMENT, SET IN A RED SANDSTONE POST MARKING THE
 GR1811'CORNERS OF UTAH AND ARIZONA AT THE NEVADA STATE LINE, IS PASSED
 GR1811'ABOUT HALFWAY BETWEEN THE W BANK OF THE LARGE WASH AND THE
 GR1811'STATION.
 GR1811'
 GR1811'STATION INITIAL MESA IS ON THE SW POINT OF THE MESA ABOUT 0.5 MILE
 GR1811'NE AND IS USED AS THE AZIMUTH MARK.
 GR1811
 GR1811                          STATION RECOVERY (1944)
 GR1811
 GR1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1811'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GR1811'
 GR1811'STATION IS AT ABOUT THE CORNER OF ARIZONA, NEVADA, AND UTAH,
 GR1811'THE TRUE CORNER BEING INITIAL MONUMENT, A RED SANDSTONE POST
 GR1811'940.24 FEET NW OF THE STATION.  THE STATION IS ON A RED CLAY KNOLL
 GR1811'OVERLOOKING LOWER GROUND TO THE SE.  ABOUT 1/2 MILE NNE IS A HIGH
 GR1811'TABLE-LIKE MESA ON WHICH IS LOCATED STATION INITIAL MESA.
 GR1811'
 GR1811'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 GR1811'ABOUT 1 INCH ABOVE THE GROUND.
 GR1811'
 GR1811'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GR1811'PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 GR1811'
 GR1811'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GR1811'PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 GR1811'
 GR1811'INITIAL MONUMENT IS A BRONZE REFERENCE DISK SET IN THE RED
 GR1811'SANDSTONE POST INITIAL MONUMENT.
 GR1811'
 GR1811'STATION INITIAL MESA WAS USED AS THE AZIMUTH MARK.  IT IS A
 GR1811'BRONZE STATION DISK SET IN A BOULDER PROJECTING ABOUT ONE INCH
 GR1811'ABOVE THE GROUND AND IS STAMPED INITIAL MESA 1938.  IT IS ABOUT
 GR1811'36 FEET E OF W EDGE OF A MESA AND ABOUT 40 FEET N OF THE S EDGE.
 GR1811'
 GR1811'TO REACH STATION FROM ST. GEORGE, UTAH, GO W ON U.S. HIGHWAY
 GR1811'91 FOR 24 MILES TO THE CASTLE CLIFF SERVICE STATION, CONTINUE
 GR1811'ON HIGHWAY 91 FOR 0.1 MILE AND TURN RIGHT ON BLADED ROAD, GO
 GR1811'2.3 MILES TO FORKS IN ROAD, TAKE LEFT FORK AND GO 6.7 MILES,
 GR1811'CROSS TELEPHONE LINE AND GO 0.7 MILE TO FORKS.  TAKE LEFT FORK
 GR1811'FOR 1.5 MILES TO THE TERRY RANCH.  TURN S DOWN THE BEAVER DAM
 GR1811'WASH FOR 1.3 MILES TO FORKS.  TAKE LEFT FORK 0.9 MILE TO
 GR1811'TELEPHONE LINE.  GO 0.3 MILE TO RIGHT TURN AND BLADED ROAD
 GR1811'LEADING OUT OF WASH AND TO TELEPHONE LINE.  GO 2 MILES TO
 GR1811'TELEPHONE POLE 12825.  CONTINUE ALONG TELEPHONE-LINE ROAD FOR
 GR1811'6.2 MILES TO FORKS, TAKE LEFT FORK FOR 3.2 MILES INTO WASH,
 GR1811'THEN BEAR RIGHT ACROSS COUNTRY TOWARD RED CLAY KNOLL 1.6
 GR1811'MILES, TO STATION.  THE MESA ON WHICH INITIAL MESA IS LOCATED
 GR1811'CAN EASILY BE SEEN AND CAN BE USED AS A GUIDE TOWARD THE
 GR1811'STATION AS ONE GOES CROSS COUNTRY.
 GR1811'
 GR1811'HEIGHT OF LIGHT TO FOLD ABOVE STATION MARK - 1.11 METERS.
 GR1811
 GR1811                          STATION RECOVERY (1972)
 GR1811
 GR1811'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GR1811'INITIAL 1916 1938 RECOVERED IN GOOD CONDITION.
 GR1811
 GR1811                          STATION RECOVERY (1972)
 GR1811
 GR1811'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GR1811'GENERAL LOCATION ABOUT 24 MILES S. OF W. OF ST. GEORGE, UTAH
 GR1811'AND ABOUT 9 MILES, NW OF LITTLEFIELD, ARIZ. AT CORNER OF UTAH,
 GR1811'NEVADA AND ARIZ.
 GR1811'
 GR1811'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GR1811'
 GR1811'STATION MARK STD USC AND GS BC SET IN A BOULDER STAMPED-INITIAL
 GR1811'1916 1938.
 GR1811'
 GR1811'REFERENCE MARKS STD USC AND GS BCS SET IN BURIED BOULDERS
 GR1811'STAMPED INITIAL NO 1 1938 AND INITIAL NO 2 1938 RECOVERED.
 GR1811'
 GR1811'AZIMUTH MARK NOT OBSERVED.
 GR1811
 GR1811                          STATION RECOVERY (1973)
 GR1811
 GR1811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGJ)
 GR1811'FROM THE BRIDGE ACROSS BEAVER DAM WASH, WHICH IS 10.1 MILES
 GR1811'NE ALONG HWY 91 FROM THE POST OFFICE IN MESQUITE, GO SOUTH ON
 GR1811'HWY 91 FOR 0.8 MILE TO DIRT ROAD RIGHT, 0.05 MILE SOUTH OF
 GR1811'LITTLEFIELD TURN-OFF.  CONTINUE SOUTH ON DIRT ROAD, THROUGH GATE,
 GR1811'PARELLING FENCE ON WEST SIDE, FOR 0.65 TO WHERE ROAD LEAVES
 GR1811'FENCE AND TURNS WEST.  CONTINUE WEST FOR 4.25 MILES TO
 GR1811'CROSSROADS.  TURN RIGHT AND CONTINUE ON THE MAIN TRAVELED ROAD,
 GR1811'NORTHERLY AND WESTERLY, FOR 11.65 MILES TO A BLADED CROSSROADS.
 GR1811'TURN RIGHT AND GO ENE FOR 0.15 TO FENCELINE.  TURN RIGHT
 GR1811'AND FOLLOW ALONG THE SOUTH SIDE OF THE FENCE, EASTERLY, FOR
 GR1811'2.0 MILES TO THE JUNCTION OF THIS FENCE WITH A N-S FENCE.
 GR1811'FROM HERE PACK EASTERLY, ABOUT 200 YARDS, TO TOP AND
 GR1811'STATION.
 GR1811'
 GR1811'NOTE--ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED BY USC
 GR1811'AND GS, 1944.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1052 ***********************************************************************
 ET1052  DESIGNATION -  INITIAL MONUMENT
 ET1052  PID         -  ET1052
 ET1052  STATE/COUNTY-  AZ/YAVAPAI
 ET1052  USGS QUAD   -  SMITH PEAK (1967)
 ET1052
 ET1052                         *CURRENT SURVEY CONTROL
 ET1052  ___________________________________________________________________
 ET1052* NAD 83(1992)-  34 00 01.12142(N)    113 20 01.41563(W)     ADJUSTED  
 ET1052* NAVD 88     -       689.3    (meters)    2261.     (feet)  VERTCON   
 ET1052  ___________________________________________________________________
 ET1052  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 ET1052  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ET1052  HORZ ORDER  -  FIRST
 ET1052
 ET1052.The horizontal coordinates were established by classical geodetic methods
 ET1052.and adjusted by the National Geodetic Survey in August 1993.
 ET1052
 ET1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1052
 ET1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1052
 ET1052.The geoid height was determined by GEOID03.
 ET1052
 ET1052;                    North         East     Units Scale Factor Converg.
 ET1052;SPC AZ C     -   333,593.745    82,453.753   MT  1.00011118   -0 47 33.1
 ET1052;SPC AZ C     - 1,094,467.67    270,517.56   iFT  1.00011118   -0 47 33.1
 ET1052;SPC AZ W     -   332,777.607   251,814.756   MT  0.99995156   +0 13 58.0
 ET1052;SPC AZ W     - 1,091,790.05    826,163.90   iFT  0.99995156   +0 13 58.0
 ET1052;UTM  12      - 3,764,645.943   284,463.693   MT  1.00017271   -1 18 19.9
 ET1052
 ET1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1052!SPC AZ C     -   0.99989651  x   1.00011118  =   1.00000768
 ET1052!SPC AZ W     -   0.99989651  x   0.99995156  =   0.99984807
 ET1052!UTM  12      -   0.99989651  x   1.00017271  =   1.00006920
 ET1052
 ET1052:                Primary Azimuth Mark                     Grid Az
 ET1052:SPC AZ C     -  AGUILA RAILROAD WATER TANK               113 53 09.7
 ET1052:SPC AZ W     -  AGUILA RAILROAD WATER TANK               112 51 38.6
 ET1052:UTM  12      -  AGUILA RAILROAD WATER TANK               114 23 56.5
 ET1052
 ET1052|---------------------------------------------------------------------|
 ET1052| PID    Reference Object                     Distance      Geod. Az  |
 ET1052|                                                           dddmmss.s |
 ET1052| DV1884 AGUILA RAILROAD WATER TANK          APPROX.16.0 KM 1130536.6 |
 ET1052| CH2984 BOUNDARY CNTY MARICOPA YUMA                        1800355.0 |
 ET1052| DV1906 BOUNDARY COR 1 MARICOPA YAVAPAI      45.019 METERS 18134     |
 ET1052| ET1053 BOUNDARY BARLOW MON 1                 2.299 METERS 27238     |
 ET1052| CH2543 INITIAL MONUMENT RM 2                16.252 METERS 29846     |
 ET1052|---------------------------------------------------------------------|
 ET1052
 ET1052                          SUPERSEDED SURVEY CONTROL
 ET1052
 ET1052  NAD 83(1986)-  34 00 01.12098(N)    113 20 01.41875(W) AD(       ) 1
 ET1052  NAD 27      -  34 00 01.01900(N)    113 19 58.70400(W) AD(       ) 1
 ET1052  NGVD 29 (07/19/86)  688.6    (m)         2259.     (f) VERT ANG    3  
 ET1052
 ET1052.Superseded values are not recommended for survey control.
 ET1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1052.See file dsdata.txt to determine how the superseded data were derived.
 ET1052
 ET1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8446464646(NAD 83)
 ET1052_MARKER: DS = TRIANGULATION STATION DISK
 ET1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1052+STABILITY: SURFACE MOTION
 ET1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1052+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 ET1052
 ET1052  HISTORY     - Date     Condition        Report By
 ET1052  HISTORY     - 1923     MONUMENTED       CGS
 ET1052  HISTORY     - 1936     GOOD             CGS
 ET1052  HISTORY     - 1944     SEE DESCRIPTION  CGS
 ET1052  HISTORY     - 1948     GOOD             CGS
 ET1052  HISTORY     - 1962     GOOD             USGS
 ET1052  HISTORY     - 1984     GOOD             AZDT
 ET1052  HISTORY     - 20070428 GOOD             GEOCAC
 ET1052
 ET1052                          STATION DESCRIPTION
 ET1052
 ET1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 ET1052'STATION IS ABOUT 11 MILES W AND 4 MILES N OF AGUILA, 2 MILES
 ET1052'N OF THE LONG RANCH HOUSE, AND 148 FEET N OF THE NW CORNER
 ET1052'OF MARICOPA COUNTY.
 ET1052'
 ET1052'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 ET1052'
 ET1052'AN ECCENTRIC POINT USED FOR MAGNETIC OBSERVATIONS, MARKED BY
 ET1052'A NAIL IN MESQUITE STAKE 2-1/2 INCHES IN DIAMETER AND 2 FEET
 ET1052'LONG PROJECTING ABOUT 4 INCHES AND SURROUNDED BY A PILE OF
 ET1052'SMALL ROCKS, IS 73.365 METERS (240.70 FEET) NW OF THE STATION.
 ET1052'
 ET1052'BARLOW BOUNDARY MONUMENT NO. 1 IS 2.30 METERS (7.5 FEET)
 ET1052'FROM STATION N 87 DEG 04 MIN W.
 ET1052
 ET1052                          STATION RECOVERY (1944)
 ET1052
 ET1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1052'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ET1052'CONDITION.  REFERENCE MARK 2 HAS BEEN ESTABLISHED.
 ET1052'
 ET1052'STATION IS ABOUT 11 MILES W AND 4 MILES N OF AGUILA, IN
 ET1052'LOW SANDY DESERT COUNTRY, 7 FEET E OF THE YUMA-YAVAPAI COUNTY
 ET1052'LINE, AND 148 FEET N OF THE MARICOPA-YAVAPAI COUNTY LINE.
 ET1052'
 ET1052'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH-SQUARE
 ET1052'CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED INITIAL
 ET1052'MONUMENT 1923.  IT IS ABOUT 7 FEET E OF A COUNTY-LINE MONUMENT
 ET1052'AND 147.7 FEET N OF A COUNTY-CORNER MONUMENT MARKED MARICOPA
 ET1052'COUNTY 1924, YAVAPAI COUNTY 1924, COR. NO. 1, LAT. 34 DEG
 ET1052'00 MIN 00 SEC LONG. 113 DEG 20 MIN 00 SEC.
 ET1052'
 ET1052'REFERENCE MARK 1 IS IN COUNTY-LINE MONUMENT.  IT IS A 4-INCH
 ET1052'STEEL PIPE PROJECTING ABOUT 6 FEET ABOVE A CONCRETE BLOCK
 ET1052'WITH YUMA COUNTY 1918 MARKED ON A BRONZE PLATE.
 ET1052'
 ET1052'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 10-INCH
 ET1052'ROUND CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED
 ET1052'INITIAL MONUMENT NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION
 ET1052'AS THE STATION MARK.
 ET1052'
 ET1052'AZIMUTH MARK IS A COUNTY-LINE MARKER.  IT IS A 3-INCH STEEL
 ET1052'PIPE PROJECTING ABOUT 16 INCHES ABOVE THE GROUND AND IS
 ET1052'STAMPED YUMA COUNTY 1918 MARICOPA COUNTY.  IT IS 3 FEET N
 ET1052'OF A WITNESS POST.
 ET1052'
 ET1052'TO REACH STATION FROM AGUILA, GO N ACROSS THE RAILROAD TRACKS
 ET1052'FROM THE POST OFFICE FOR 1.7 MILES TO A LEFT FORK LEAVING
 ET1052'MAIN GRAVEL ROAD, TAKE LEFT FORK AND CONTINUE 0.2 MILE TO A
 ET1052'CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A
 ET1052'SHARP CORNER WHERE THE MAIN ROAD TURNS LEFT, TURN LEFT AND FOLLOW
 ET1052'THE MAIN ROAD FOR 2.8 MILES TO A FORK WHERE THE MAIN ROAD
 ET1052'BEARS RIGHT AT SIGN BULLARD.  KEEP LEFT, LEAVING THE MAIN
 ET1052'ROAD, AND FOLLOW TRACK ROAD LEADING W ALONG A FENCE FOR
 ET1052'1.0 MILE TO A GATE AT A FENCE CORNER, TURN LEFT THROUGH THE
 ET1052'GATE AND THEN SHARP RIGHT ON THE TRACK ROAD AND CONTINUE FOR
 ET1052'1.0 MILE TO A LARGE EARTH TANK AND CORRAL, CONTINUE 1.4
 ET1052'MILES TO ANOTHER CORRAL AND WINDMILL, PASS TO THE RIGHT
 ET1052'AROUND THE CORRAL AND CONTINUE FOR 0.2 MILE TO A GATE.
 ET1052'PASS THROUGH THE GATE AND FOLLOW TRACK ROAD THAT LEADS
 ET1052'ALONG THE FENCE FOR 2.1 MILES TO A FENCE CORNER.  HERE
 ET1052'THE MAIN TRACK ROAD BEARS LEFT.  KEEP RIGHT WHICH IS
 ET1052'ABOUT STRAIGHT AHEAD AND CONTINUE ON DIM TRACKS FOR 0.4
 ET1052'MILE TO AN EARTH TANK, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE
 ET1052'TO THE AZIMUTH MARK.  TURN N AND GO CROSS COUNTRY FOR
 ET1052'1.0 MILE TO THE STATION WHICH IS EASILY FOUND DUE TO ITS
 ET1052'BEING NEAR THE LARGE COUNTY MONUMENTS.
 ET1052
 ET1052                          STATION RECOVERY (1948)
 ET1052
 ET1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1052'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 ET1052'AS DESCRIBED.  REFERENCE MARK NO. 1 WAS TOO CLOSE FOR INSTRUMENT
 ET1052'NO. G 301 TO FOCUS ON SO DEGREES AND MINUTES ONLY WERE TAKEN.
 ET1052'
 ET1052'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE NORTHWEST OF
 ET1052'AGUILA, ON THE VALLEY FLOOR, ABOUT 3 MILES AIRLINE SOUTH OF
 ET1052'THE BASE OF THE MOUNTAINS, 52 PACES NORTH-NORTHEAST OF THE
 ET1052'MARICOPA-YAVAPAI COUNTY BOUNDARY MONUMENT, 7 FEET EAST OF THE
 ET1052'YUMA COUNTY BOUNDARY MONUMENT, A BRONZE DISK SET IN A SQUARE
 ET1052'CONCRETE MONUMENT, FLUSH, AND IS STAMPED, INITIAL MONUMENT 1923.
 ET1052'
 ET1052'REFERENCE MARK NO. 1 IS A 4 INCH METAL PIPE, WHICH PROJECTS
 ET1052'ABOUT 5 FEET FROM THE CONCRETE BASE OF THE YUMA COUNTY BOUNDARY
 ET1052'MONUMENT.
 ET1052'
 ET1052'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1052'THE STATION, 16 PACES NORTHWEST OF THE YUMA COUNTY BOUNDARY
 ET1052'MONUMENT, A BRONZE DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH,
 ET1052'AND IS STAMPED, INITIAL MONUMENT 1944.
 ET1052'
 ET1052'THE AZIMUTH MARK IS A YUMA COUNTY-MARICOPA COUNTY BOUNDARY
 ET1052'MARKER.  IT IS LOCATED ALONG ROUTE TO STATION, 1.1 MILE BY
 ET1052'ROAD NORTHWEST OF LAST WINDMILL MENTIONED IN DESCRIPTION,
 ET1052'65 PACES WEST OF AN OLD FENCE POST, 5 PACES SOUTHWEST OF
 ET1052'CENTER LINE OF TRACK ROAD TO STATION, AT POINT WHERE ROAD
 ET1052'TURNS NORTH, 4 FEET NORTH OF A 4X4 WITNESS POST, A 4 INCH
 ET1052'CAP RIVETED ON TOP OF AN 3-1/2 INCH IRON PIPE, WHICH PROJECTS
 ET1052'18 INCHES, AND IS INSCRIBED, YUMA COUNTY 1918 MARICOPA COUNTY.
 ET1052'
 ET1052'TO REACH FROM THE SHELL SERVICE STATION ON THE EAST SIDE OF
 ET1052'WENDEN.  GO EAST ON U.S. HIGHWAYS 60 AND 70 FOR 13.5 MILES
 ET1052'TO A ROAD LEFT (N) OVER CATTLE GUARD.  (THIS IS 0.9 MILE AFTER
 ET1052'PASSING YUMA-MARICOPA COUNTY LINE).  TURN LEFT (N), CROSS
 ET1052'CATTLE GUARD AND GO 0.65 MILE TO GATE AT GOLDEN RAILROAD
 ET1052'STATION.  PASS THROUGH, CROSS TRACKS, TO ANOTHER GATE.  PASS
 ET1052'THROUGH AND TURN RIGHT (E) AND FOLLOW FENCE LINE FOR 0.15
 ET1052'MILE TO THE INTERSECTION OF A T ROAD FROM THE NORTH.  TURN
 ET1052'LEFT (N) AND FOLLOW TRACK ROAD FOR 1.8 MILE TO GATE ON LEFT.
 ET1052'CONTINUE NORTH ALONG FENCE LINE FOR 0.4 MILE TO FEEDING PENS
 ET1052'AND TROUGHS.  CONTINUE NORTHEAST, TOWARD THE EAST END OF
 ET1052'MOUNTAINS TO NORTH, ALONG DIM TRACKS FOR 2.2 MILES TO A
 ET1052'WIRE GATE.  CONTINUE NORTH ALONG TRACK ROAD FOR 1.2 MILE TO
 ET1052'A CORRAL, WINDMILL AND WATER TANKS.  PASS CORRAL ON
 ET1052'RIGHT AND FOLLOW TRACK ROAD STRAIGHT AHEAD (N) FOR 1.1
 ET1052'MILE TO A CROSSROAD.  TURN LEFT (W) AND GO 0.35 MILE
 ET1052'TO AZIMUTH MARK AS DESCRIBED ABOVE.  TURN RIGHT (N) AND
 ET1052'FOLLOW DIM TRACKS FOR 1.0 MILE TO THE STATION AS
 ET1052'DESCRIBED ABOVE.  A DRIVE STATION.
 ET1052'
 ET1052'OBSERVATIONS MADE FROM A 3.4 METER TRIPOD.
 ET1052
 ET1052                          STATION RECOVERY (1962)
 ET1052
 ET1052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ET1052'REACHED FROM AGUILA BY FOLLOWING DIRECTIONS TO CACTUS BUT
 ET1052'PROCEED AN ADDITIONAL 2.25 MILES WEST TO SECTION CORNER
 ET1052'29, 30, 31, 32.  STATION IS 330 FEET S 40 E OF SECTION CORNER.
 ET1052'7.5 FEET EAST OF A 6 FOOT 4 INCH PIPE ABOVE A CONCRETE BLOCK
 ET1052'WHICH IS A COUNTY MONUMENT.  TRUCK CAN BE DRIVEN TO STATION.
 ET1052
 ET1052                          STATION RECOVERY (1984)
 ET1052
 ET1052'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ET1052'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 ET1052'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW ROUTE TO THE STATION
 ET1052'FOLLOWS.
 ET1052'
 ET1052'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 ET1052'U.S. HIGHWAY 60 FOR 0.35 MILE TO EAGLE EYE ROAD.  TURN RIGHT AND
 ET1052'TRAVEL NORTH FOR 4 MILES TO A DIRT CROSS ROAD.  TURN LEFT AND TRAVEL
 ET1052'WEST FOR 6.55 MILES TO A FORK.  TAKE THE RIGHT FORK NORTH AROUND A
 ET1052'CORRAL FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE WEST
 ET1052'FOR 2.7 MILES TO T8N R10W NW 32 ON THE NORTH SIDE OF THE ROAD.  THE
 ET1052'STATION IS ABOUT 340 FEET SOUTHWEST OF THIS SECTION CORNER.
 ET1052
 ET1052                          STATION RECOVERY (2007)
 ET1052
 ET1052'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1176 ***********************************************************************
 CG1176  DESIGNATION -  INLAND
 CG1176  PID         -  CG1176
 CG1176  STATE/COUNTY-  AZ/COCHISE
 CG1176  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1176
 CG1176                         *CURRENT SURVEY CONTROL
 CG1176  ___________________________________________________________________
 CG1176* NAD 83(1992)-  31 33 53.10930(N)    110 15 25.10781(W)     ADJUSTED  
 CG1176* NAVD 88     -      1360.38   (+/-2cm)    4463.2    (feet)  VERTCON   
 CG1176  ___________________________________________________________________
 CG1176  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CG1176  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG1176  HORZ ORDER  -  SECOND
 CG1176  VERT ORDER  -  THIRD ? (See Below)
 CG1176
 CG1176.The horizontal coordinates were established by classical geodetic methods
 CG1176.and adjusted by the National Geodetic Survey in August 1993.
 CG1176
 CG1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1176.The vertical order pertains to the NGVD 29 superseded value.
 CG1176
 CG1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1176
 CG1176.The geoid height was determined by GEOID03.
 CG1176
 CG1176;                    North         East     Units Scale Factor Converg.
 CG1176;SPC AZ E     -    62,613.842   204,787.330   MT  0.99990091   -0 02 50.2
 CG1176;SPC AZ E     -   205,425.99    671,874.44   iFT  0.99990091   -0 02 50.2
 CG1176;UTM  12      - 3,492,432.797   570,513.148   MT  0.99966132   +0 23 20.3
 CG1176
 CG1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1176!SPC AZ E     -   0.99979083  x   0.99990091  =   0.99969176
 CG1176!UTM  12      -   0.99979083  x   0.99966132  =   0.99945222
 CG1176
 CG1176|---------------------------------------------------------------------|
 CG1176| PID    Reference Object                     Distance      Geod. Az  |
 CG1176|                                                           dddmmss.s |
 CG1176| CS6125 INLAND RM 1                          16.624 METERS 00019     |
 CG1176| CS6126 INLAND RM 2                          18.366 METERS 17936     |
 CG1176|---------------------------------------------------------------------|
 CG1176
 CG1176                          SUPERSEDED SURVEY CONTROL
 CG1176
 CG1176  NAD 83(1986)-  31 33 53.10126(N)    110 15 25.09949(W) AD(       ) 2
 CG1176  NGVD 29 (06/28/91) 1359.51   (m)         4460.3    (f) LEVELING    3  
 CG1176
 CG1176.Superseded values are not recommended for survey control.
 CG1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1176.See file dsdata.txt to determine how the superseded data were derived.
 CG1176
 CG1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7051392433(NAD 83)
 CG1176_MARKER: DS = TRIANGULATION STATION DISK
 CG1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1176+STABILITY: SURFACE MOTION
 CG1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1176+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 CG1176
 CG1176  HISTORY     - Date     Condition        Report By
 CG1176  HISTORY     - 1986     MONUMENTED       AZDT
 CG1176  HISTORY     - 19981001 GOOD             USPSQD
 CG1176  HISTORY     - 20030428 GOOD             NGS
 CG1176
 CG1176                          STATION DESCRIPTION
 CG1176
 CG1176'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1176'THE STATION IS LOCATED 1-1/4 MILES NORTHEAST OF SIERRA VISTA ALONG THE
 CG1176'EAST SIDE OF STATE ROUTE 90 AT MILE POST 320.9.
 CG1176'
 CG1176'THE STATION MARK IS AN AZDT DISK STAMPED---INLAND 1986---.  IT IS SET
 CG1176'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 98 FEET EAST OF THE
 CG1176'CENTER LINE OF STATE ROUTE 90, 25 FEET WEST OF THE RIGHT OF WAY FENCE
 CG1176'AND 125 FEET SOUTH OF THE ROAD LEADING TO INLAND MOTORS.
 CG1176'
 CG1176'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---INLAND RM 1 1986---.  IT IS
 CG1176'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET WEST OF THE
 CG1176'RIGHT OF WAY FENCE.
 CG1176'
 CG1176'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---INLAND RM 2 1986---.  IT IS
 CG1176'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 1 FOOT WEST OF THE
 CG1176'RIGHT OF WAY FENCE.
 CG1176'
 CG1176'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1176'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN LEFT AND
 CG1176'TRAVEL NORTH ALONG SR 90 FOR 0.75 MILE TO THE STATION ON THE RIGHT AT
 CG1176'MILE POST 320.9.
 CG1176
 CG1176                          STATION RECOVERY (1998)
 CG1176
 CG1176'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1176'RECOVERED IN GOOD CONDITION.
 CG1176
 CG1176                          STATION RECOVERY (2003)
 CG1176
 CG1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1176'DISK NOW STAMPED 'INLAND 1986 ASA 1240' AND PROJECTS 1 FOOT AND IS
 CG1176'SURROUNDED BY PROTECTING BOULDERS.  IT IS ABOUT 20 M S OF CENTER OF
 CG1176'INDUSTRIAL DRIVE AT ENTRANCE TO CROSSROADS COMMERCE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0656 ***********************************************************************
 GP0656  DESIGNATION -  INSCRIPTION HOUSE WATER TANK
 GP0656  PID         -  GP0656
 GP0656  STATE/COUNTY-  AZ/NAVAJO
 GP0656  USGS QUAD   -  SHONTO NW (1980)
 GP0656
 GP0656                         *CURRENT SURVEY CONTROL
 GP0656  ___________________________________________________________________
 GP0656* NAD 83(1992)-  36 40 51.22066(N)    110 43 58.80026(W)     ADJUSTED  
 GP0656* NAVD 88     -              **(meters)            **(feet)            
 GP0656  ___________________________________________________________________
 GP0656  LAPLACE CORR-           7.93  (seconds)                    DEFLEC99
 GP0656  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GP0656  HORZ ORDER  -  THIRD
 GP0656
 GP0656.The horizontal coordinates were established by classical geodetic methods
 GP0656.and adjusted by the National Geodetic Survey in August 1993.
 GP0656
 GP0656
 GP0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0656
 GP0656.The geoid height was determined by GEOID03.
 GP0656
 GP0656;                    North         East     Units Scale Factor Converg.
 GP0656;SPC AZ E     -   630,210.463   162,744.666   MT  0.99993155   -0 20 17.9
 GP0656;SPC AZ E     - 2,067,619.63    533,939.19   iFT  0.99993155   -0 20 17.9
 GP0656;UTM  12      - 4,059,507.130   523,855.535   MT  0.99960701   +0 09 34.2
 GP0656
 GP0656                          SUPERSEDED SURVEY CONTROL
 GP0656
 GP0656  NAD 83(1986)-  36 40 51.22099(N)    110 43 58.80255(W) AD(       ) 4
 GP0656  NAD 27      -  36 40 51.22953(N)    110 43 56.28878(W) AD(       ) 3
 GP0656
 GP0656.Superseded values are not recommended for survey control.
 GP0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0656.See file dsdata.txt to determine how the superseded data were derived.
 GP0656
 GP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF2385659507(NAD 83)
 GP0656_MARKER: 51 = TANK
 GP0656
 GP0656  HISTORY     - Date     Condition        Report By
 GP0656  HISTORY     - 1970     FIRST OBSERVED   USGS
 GP0656
 GP0656                          STATION DESCRIPTION
 GP0656
 GP0656'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0656'LOCATED ABOUT 8 MI NW. OF SHONTO.  2.5 MI N. OF INSCRIPTION HOUSE
 GP0656'TRADING POST.  ON THE W. SIDE OF THE MAIN RD. TO NAVAJO MTN.
 GP0656'
 GP0656'STATION MARK--THE CENTER OF A RED COLORED WATER TANK ABOUT 40 FT HIGH
 GP0656'AND ABOUT 15 FT IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2238 ***********************************************************************
 DV2238  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2238  DESIGNATION -  INTER
 DV2238  PID         -  DV2238
 DV2238  STATE/COUNTY-  AZ/MARICOPA
 DV2238  USGS QUAD   -  LAVEEN (1973)
 DV2238
 DV2238                         *CURRENT SURVEY CONTROL
 DV2238  ___________________________________________________________________
 DV2238* NAD 83(2007)-  33 17 47.14059(N)    112 08 13.28553(W)     ADJUSTED  
 DV2238* NAVD 88     -       406.29   (meters)    1333.0    (feet)  GPS OBS   
 DV2238  ___________________________________________________________________
 DV2238  EPOCH DATE  -        2007.00
 DV2238  X           -  -2,011,033.163 (meters)                     COMP
 DV2238  Y           -  -4,943,411.177 (meters)                     COMP
 DV2238  Z           -   3,481,690.904 (meters)                     COMP
 DV2238  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DV2238  ELLIP HEIGHT-         376.345 (meters)          (02/10/07) ADJUSTED
 DV2238  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV2238
 DV2238  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2238  Type    PID    Designation                      North   East  Ellip
 DV2238  -------------------------------------------------------------------
 DV2238  NETWORK DV2238 INTER                             0.31   0.27   0.76
 DV2238  -------------------------------------------------------------------
 DV2238
 DV2238.The horizontal coordinates were established by GPS observations
 DV2238.and adjusted by the National Geodetic Survey in February 2007.
 DV2238
 DV2238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2238.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2238.The horizontal coordinates are valid at the epoch date displayed above.
 DV2238.The epoch date for horizontal control is a decimal equivalence
 DV2238.of Year/Month/Day.
 DV2238
 DV2238.The orthometric height was determined by GPS observations and a
 DV2238.high-resolution geoid model.
 DV2238.The orthometric height was determined by GPS observations and a
 DV2238.high-resolution geoid model using precise GPS observation and
 DV2238.processing techniques.
 DV2238
 DV2238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2238
 DV2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2238
 DV2238.The ellipsoidal height was determined by GPS observations
 DV2238.and is referenced to NAD 83.
 DV2238
 DV2238.The geoid height was determined by GEOID03.
 DV2238
 DV2238;                    North         East     Units Scale Factor Converg.
 DV2238;SPC AZ C     -   254,645.882   192,838.091   MT  0.99990519   -0 07 15.5
 DV2238;SPC AZ C     -   835,452.37    632,670.90   iFT  0.99990519   -0 07 15.5
 DV2238;UTM  12      - 3,684,726.445   394,137.798   MT  0.99973817   -0 37 27.3
 DV2238
 DV2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2238!SPC AZ C     -   0.99994092  x   0.99990519  =   0.99984611
 DV2238!UTM  12      -   0.99994092  x   0.99973817  =   0.99967910
 DV2238
 DV2238                          SUPERSEDED SURVEY CONTROL
 DV2238
 DV2238  NAD 83(1992)-  33 17 47.13981(N)    112 08 13.28493(W) AD(       ) A
 DV2238  ELLIP H (01/27/00)  376.366  (m)                       GP(       ) 1 1
 DV2238  NAD 83(1992)-  33 17 47.13950(N)    112 08 13.28564(W) AD(       ) 1
 DV2238  ELLIP H (08/23/93)  376.415  (m)                       GP(       ) 4 2
 DV2238  NAD 83(1986)-  33 17 47.13335(N)    112 08 13.29086(W) AD(       ) 1
 DV2238  NGVD 29 (09/11/89)  405.8    (m)         1331.     (f) GPS OBS     3  
 DV2238
 DV2238.Superseded values are not recommended for survey control.
 DV2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2238.See file dsdata.txt to determine how the superseded data were derived.
 DV2238
 DV2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9413884726(NAD 83)
 DV2238_MARKER: DD = SURVEY DISK
 DV2238_SETTING: 66 = SET IN ROCK OUTCROP
 DV2238_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV2238_STAMPING: INTER 1986
 DV2238_MARK LOGO: AZDT  
 DV2238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2238+STABILITY: POSITION/ELEVATION WELL
 DV2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2238+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 DV2238
 DV2238  HISTORY     - Date     Condition        Report By
 DV2238  HISTORY     - 1986     MONUMENTED       AZDT
 DV2238  HISTORY     - 19980929 GOOD             AZ-013
 DV2238  HISTORY     - 20000427 GOOD             MCDOT
 DV2238  HISTORY     - 20070327 GOOD             GEOCAC
 DV2238
 DV2238                          STATION DESCRIPTION
 DV2238
 DV2238'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2238'THE STATION IS LOCATED ABOUT 17.8 KM (11.0 MI) SOUTHWEST OF
 DV2238'DOWNTOWN PHOENIX, ARIZONA.
 DV2238'
 DV2238'TO REACH THE STATION FROM THE INTERSECTION OF 51ST AVENUE AND
 DV2238'DOBBINS ROAD IN THE CITY OF LAVEEN, GO SOUTH ON 51ST AVENUE FOR
 DV2238'7.78 KM (4.8 MI) TO A PAVED ROAD LEFT (ST. JOHNS ROAD), CONTINUE
 DV2238'STRAIGHT AHEAD AND GO SOUTH FOR 0.32 KM (0.2 MI)  TO ANOTHER PAVED
 DV2238'ROAD LEFT, TURN LEFT AND GO EAST ON THE PAVED ROAD (TURNING INTO A
 DV2238'DIRT ROAD) FOR 3.2 KM (2.0 MI) TO A DIRT ROAD LEFT (ABOUT 91 METERS
 DV2238'BEFORE REACHING A FOUR LEGGED HIGH LINE TOWER).  TURN LEFT AND GO
 DV2238'NORTH FOR .08 KM (.05 MI) ON A DIRT ROAD TO A GATE, PASS THROUGH THE
 DV2238'GATE AND TURN LEFT FOLLOWING A DIRT TRAIL NORTHWEST TO THE HIGH LINE
 DV2238'TRAIL FOR 0.8 KM (0.5 MI) TO THE HIGH POINT OF THE RIDGE AND THE
 DV2238'STATION ON THE LEFT.
 DV2238'
 DV2238'THE STATION IS A STANDARD AGS DISK
 DV2238'STAMPED---INTER 1986---,
 DV2238'SET INTO A DRILL HOLE IN A ROCK OUTCROP.
 DV2238'LOCATED 2.49 METERS (8.2 FT) EAST FROM A WITNESS POST AND SIGN.
 DV2238
 DV2238                          STATION RECOVERY (1998)
 DV2238
 DV2238'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV2238'RECOVERED AS DESCRIBED.
 DV2238
 DV2238                          STATION RECOVERY (2000)
 DV2238
 DV2238'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2238'RECOVERED AS DESCRIBED.
 DV2238
 DV2238                          STATION RECOVERY (2007)
 DV2238
 DV2238'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6845 ***********************************************************************
 AC6845  PACS        -  This is a Primary Airport Control Station.
 AC6845  DESIGNATION -  INW A
 AC6845  PID         -  AC6845
 AC6845  STATE/COUNTY-  AZ/NAVAJO
 AC6845  USGS QUAD   -  WINSLOW (1986)
 AC6845
 AC6845                         *CURRENT SURVEY CONTROL
 AC6845  ___________________________________________________________________
 AC6845* NAD 83(2007)-  35 01 27.01979(N)    110 43 13.78564(W)     ADJUSTED  
 AC6845* NAVD 88     -      1490.17   (meters)    4889.0    (feet)  GPS OBS   
 AC6845  ___________________________________________________________________
 AC6845  EPOCH DATE  -        2007.00
 AC6845  X           -  -1,850,454.830 (meters)                     COMP
 AC6845  Y           -  -4,891,793.667 (meters)                     COMP
 AC6845  Z           -   3,640,904.658 (meters)                     COMP
 AC6845  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AC6845  ELLIP HEIGHT-        1466.002 (meters)          (02/10/07) ADJUSTED
 AC6845  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AC6845
 AC6845  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6845  Type    PID    Designation                      North   East  Ellip
 AC6845  -------------------------------------------------------------------
 AC6845  NETWORK AC6845 INW A                             0.80   0.78   1.82
 AC6845  -------------------------------------------------------------------
 AC6845
 AC6845.This mark is at Winslow Municipal Airport (INW)
 AC6845
 AC6845.The horizontal coordinates were established by GPS observations
 AC6845.and adjusted by the National Geodetic Survey in February 2007.
 AC6845
 AC6845.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6845.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6845.The horizontal coordinates are valid at the epoch date displayed above.
 AC6845.The epoch date for horizontal control is a decimal equivalence
 AC6845.of Year/Month/Day.
 AC6845
 AC6845.The orthometric height was determined by GPS observations and a
 AC6845.high-resolution geoid model.
 AC6845
 AC6845.GPS derived orthometric heights for airport stations designated as
 AC6845.PACS or SACS are published to 2 decimal places.  This maintains
 AC6845.centimeter relative accuracy between the PACS and SACS.  It does
 AC6845.not indicate centimeter accuracy relative to other marks which are
 AC6845.part of the NAVD 88 network.
 AC6845
 AC6845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6845
 AC6845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6845
 AC6845.The ellipsoidal height was determined by GPS observations
 AC6845.and is referenced to NAD 83.
 AC6845
 AC6845.The geoid height was determined by GEOID03.
 AC6845
 AC6845;                    North         East     Units Scale Factor Converg.
 AC6845;SPC AZ E     -   446,395.814   162,821.589   MT  0.99993147   -0 19 04.3
 AC6845;SPC AZ E     - 1,464,553.20    534,191.56   iFT  0.99993147   -0 19 04.3
 AC6845;UTM  12      - 3,875,759.365   525,497.733   MT  0.99960801   +0 09 37.5
 AC6845
 AC6845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6845!SPC AZ E     -   0.99976994  x   0.99993147  =   0.99970143
 AC6845!UTM  12      -   0.99976994  x   0.99960801  =   0.99937804
 AC6845
 AC6845:                Primary Azimuth Mark                     Grid Az
 AC6845:SPC AZ E     -  INW AP STA A                             111 58 23.4
 AC6845:UTM  12      -  INW AP STA A                             111 29 41.6
 AC6845
 AC6845|---------------------------------------------------------------------|
 AC6845| PID    Reference Object                     Distance      Geod. Az  |
 AC6845|                                                           dddmmss.s |
 AC6845| AC6846 INW AP STA A                        APPROX. 1.3 KM 1113919.1 |
 AC6845| AC7009 INW ARP                             APPROX. 0.5 KM 2205627.2 |
 AC6845| AC7010 INW ARP 2                           319.764 METERS 22822     |
 AC6845| AC6847 INW AP STA B                        APPROX. 1.0 KM 3101719.3 |
 AC6845|---------------------------------------------------------------------|
 AC6845
 AC6845                          SUPERSEDED SURVEY CONTROL
 AC6845
 AC6845  ELLIP H (01/12/01) 1466.025  (m)                       GP(       ) 4 1
 AC6845  NAD 83(1992)-  35 01 27.01944(N)    110 43 13.78508(W) AD(       ) B
 AC6845  ELLIP H (03/14/97) 1466.066  (m)                       GP(       ) 3 1
 AC6845
 AC6845.Superseded values are not recommended for survey control.
 AC6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6845.See file dsdata.txt to determine how the superseded data were derived.
 AC6845
 AC6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2549875759(NAD 83)
 AC6845_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6845_SETTING: 66 = SET IN ROCK OUTCROP
 AC6845_STAMPING: INW A 1996
 AC6845_MARK LOGO: NGS   
 AC6845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6845+STABILITY: POSITION/ELEVATION WELL
 AC6845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6845+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 AC6845
 AC6845  HISTORY     - Date     Condition        Report By
 AC6845  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6845  HISTORY     - 19970528 GOOD             NGS
 AC6845  HISTORY     - 20030730 GOOD             USPSQD
 AC6845
 AC6845                          STATION DESCRIPTION
 AC6845
 AC6845'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6845'THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1.00 MI) WEST-SOUTHWEST
 AC6845'OF THE TOWN OF WINSLOW AT THE WINSLOW MUNICIPAL AIRPORT.  OWNERSHIP --
 AC6845'CITY OF WINSLOW, GARY CARLSON - AIRPORT MANAGER, PHONE (520) 289-2429
 AC6845'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 BUSINESS (EAST
 AC6845'SECOND STREET) AND STATE HIGHWAY 87 IN WINSLOW, PROCEED SOUTH ON STATE
 AC6845'HIGHWAY 87 FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH AIRPORT ROAD.
 AC6845'TURN RIGHT AND GO WEST AND NORTH ON AIRPORT ROAD FOR 1.75 KM (1.10 MI)
 AC6845'TO A FOUR WAY INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.3
 AC6845'KM (0.20 MI) TO THE ACCESS GATE NEAR A LARGE HANGAR.  PASS THROUGH
 AC6845'GATE AND CROSS APRON TO PARALLEL TAXIWAY ALONG RUNWAY 11-29.  CONTINUE
 AC6845'NORTHWEST ALONG TAXIWAY FOR 0.5 KM (0.30 MI) PAST THE DISPLACED
 AC6845'THRESHOLD FOR RUNWAY 4-22 TO THE STATION ON THE LEFT EAST OF THE
 AC6845'WINDSOCK AND SEGMENTED CIRCLE THE STATION IS A STANDARD SURVEY DISK
 AC6845'SET INTO THE TOP OF A 30 CM DIA CONCRETE MONUMENT SET IN DRILLED OUT
 AC6845'BEDROCK.  THE MONUMENT IS 0.75 M (2.46 FT) DEEP AND THE BOTTOM 40 CM
 AC6845'IS BELLED TO 50 CM DIA.  THE TOP OF THE MONUMENT IS FLUSH WITH THE
 AC6845'GROUND.  THE STATION IS LOCATED 30.05 M (98.59 FT) EAST OF THE
 AC6845'NORTHEAST CORNER OF THE CONCRETE BASE OF THE WINDSOCK, 40.60 M (133.20
 AC6845'FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE PARALLEL TAXIWAY ALONG
 AC6845'RUNWAY 11-29, 68.60 M (225.07 FT) NORTH-NORTHWEST OF THE NORTH CORNER
 AC6845'OF THE CONCRETE BASE OF THE NORTHWESTERN RUNWAY END IDENTIFIER LIGHT
 AC6845'(REIL) , 88.80 M (291.34 FT) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY
 AC6845'4-22, 35.80 M (117.45 FT) NORTH OF TWO SMALL TREES, AND 0.9 M (3.0 FT)
 AC6845'NORTH-NORTHEAST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6845'AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6845
 AC6845                          STATION RECOVERY (1997)
 AC6845
 AC6845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 AC6845'RECOVERED AS DESCRIBED WITH NOTE.  SETTING IS BELIEVED TO BE 99 ROUND
 AC6845'CONC MONUMENT SET INTO A DEPRESSION IN BEDROCK.
 AC6845
 AC6845                          STATION RECOVERY (2003)
 AC6845
 AC6845'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AC6845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6846 ***********************************************************************
 AC6846  SACS        -  This is a Secondary Airport Control Station.
 AC6846  DESIGNATION -  INW AP STA A
 AC6846  PID         -  AC6846
 AC6846  STATE/COUNTY-  AZ/NAVAJO
 AC6846  USGS QUAD   -  WINSLOW (1986)
 AC6846
 AC6846                         *CURRENT SURVEY CONTROL
 AC6846  ___________________________________________________________________
 AC6846* NAD 83(2007)-  35 01 11.22302(N)    110 42 25.43112(W)     ADJUSTED  
 AC6846* NAVD 88     -      1483.89   (meters)    4868.4    (feet)  GPS OBS   
 AC6846  ___________________________________________________________________
 AC6846  EPOCH DATE  -        2007.00
 AC6846  X           -  -1,849,404.986 (meters)                     COMP
 AC6846  Y           -  -4,892,483.907 (meters)                     COMP
 AC6846  Z           -   3,640,502.298 (meters)                     COMP
 AC6846  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AC6846  ELLIP HEIGHT-        1459.718 (meters)          (02/10/07) ADJUSTED
 AC6846  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AC6846
 AC6846  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6846  Type    PID    Designation                      North   East  Ellip
 AC6846  -------------------------------------------------------------------
 AC6846  NETWORK AC6846 INW AP STA A                      0.84   0.82   1.84
 AC6846  -------------------------------------------------------------------
 AC6846
 AC6846.This mark is at Winslow Municipal Airport (INW)
 AC6846
 AC6846.The horizontal coordinates were established by GPS observations
 AC6846.and adjusted by the National Geodetic Survey in February 2007.
 AC6846
 AC6846.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6846.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6846.The horizontal coordinates are valid at the epoch date displayed above.
 AC6846.The epoch date for horizontal control is a decimal equivalence
 AC6846.of Year/Month/Day.
 AC6846
 AC6846.The orthometric height was determined by GPS observations and a
 AC6846.high-resolution geoid model.
 AC6846
 AC6846.GPS derived orthometric heights for airport stations designated as
 AC6846.PACS or SACS are published to 2 decimal places.  This maintains
 AC6846.centimeter relative accuracy between the PACS and SACS.  It does
 AC6846.not indicate centimeter accuracy relative to other marks which are
 AC6846.part of the NAVD 88 network.
 AC6846
 AC6846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6846
 AC6846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6846
 AC6846.The ellipsoidal height was determined by GPS observations
 AC6846.and is referenced to NAD 83.
 AC6846
 AC6846.The geoid height was determined by GEOID03.
 AC6846
 AC6846;                    North         East     Units Scale Factor Converg.
 AC6846;SPC AZ E     -   445,902.329   164,044.655   MT  0.99992996   -0 18 36.4
 AC6846;SPC AZ E     - 1,462,934.15    538,204.25   iFT  0.99992996   -0 18 36.4
 AC6846;UTM  12      - 3,875,276.262   526,724.481   MT  0.99960880   +0 10 05.2
 AC6846
 AC6846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6846!SPC AZ E     -   0.99977093  x   0.99992996  =   0.99970090
 AC6846!UTM  12      -   0.99977093  x   0.99960880  =   0.99937982
 AC6846
 AC6846:                Primary Azimuth Mark                     Grid Az
 AC6846:SPC AZ E     -  INW A                                    291 58 23.2
 AC6846:UTM  12      -  INW A                                    291 29 41.6
 AC6846
 AC6846|---------------------------------------------------------------------|
 AC6846| PID    Reference Object                     Distance      Geod. Az  |
 AC6846|                                                           dddmmss.s |
 AC6846| AC6845 INW A                               APPROX. 1.3 KM 2913946.8 |
 AC6846|---------------------------------------------------------------------|
 AC6846
 AC6846                          SUPERSEDED SURVEY CONTROL
 AC6846
 AC6846  ELLIP H (01/12/01) 1459.743  (m)                       GP(       ) 4 1
 AC6846  NAD 83(1992)-  35 01 11.22269(N)    110 42 25.43057(W) AD(       ) 1
 AC6846  ELLIP H (03/14/97) 1459.784  (m)                       GP(       ) 3 1
 AC6846
 AC6846.Superseded values are not recommended for survey control.
 AC6846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6846.See file dsdata.txt to determine how the superseded data were derived.
 AC6846
 AC6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2672475276(NAD 83)
 AC6846_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6846_STAMPING: AP 1964 STA A
 AC6846_MARK LOGO: CGS   
 AC6846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6846+STABILITY: SURFACE MOTION
 AC6846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6846+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 AC6846
 AC6846  HISTORY     - Date     Condition        Report By
 AC6846  HISTORY     - 1964     MONUMENTED       CGS
 AC6846  HISTORY     - 19900615 GOOD             NGS
 AC6846  HISTORY     - 19951210 GOOD             CHANCE
 AC6846  HISTORY     - 19970528 GOOD             NGS
 AC6846  HISTORY     - 20030730 GOOD             USPSQD
 AC6846
 AC6846                          STATION DESCRIPTION
 AC6846
 AC6846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC6846'THIS STATION IS LOCATED IN THE EASTERN SECTION OF THE WINSLOW MUNI
 AC6846'AIRPORT, NEAR RUNWAY END 29.  IT IS 191.4 FT (58.3 M) EAST OF THE 1ST
 AC6846'RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY, 125.0 FT (38.1 M)
 AC6846'NORTHEAST OF THE CENTERLINE END OF THE RUNWAY, 50.0 FT (15.2 M)
 AC6846'NORTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY, 41.0 FT (12.5 M)
 AC6846'NORTH OF THE NORTHERLY OLD THRESHOLD LIGHT BASE R1-7.  A STANDARD
 AC6846'TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST, 2 INCHES
 AC6846'BELOW THE GROUND SURFACE AND STAMPED AP 1964 STA A.
 AC6846
 AC6846                          STATION RECOVERY (1995)
 AC6846
 AC6846'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6846'THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1.00 MI) WEST-SOUTHWEST
 AC6846'OF THE TOWN OF WINSLOW AT THE WINSLOW MUNICIPAL AIRPORT.  OWNERSHIP --
 AC6846'CITY OF WINSLOW, GARY CARLSON - AIRPORT MANAGER, PHONE (520) 289-2429
 AC6846'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 BUSINESS (EAST
 AC6846'SECOND STREET) AND STATE HIGHWAY 87 IN WINSLOW, PROCEED SOUTH ON STATE
 AC6846'HIGHWAY 87 FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH AIRPORT ROAD.
 AC6846'TURN RIGHT AND GO WEST AND NORTH ON AIRPORT ROAD FOR 1.75 KM (1.10 MI)
 AC6846'TO A FOUR WAY INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.3
 AC6846'KM (0.20 MI) TO THE ACCESS GATE NEAR A LARGE HANGAR.  PASS THROUGH
 AC6846'GATE AND CROSS APRON TO PARALLEL TAXIWAY ALONG RUNWAY 11-29.  TURN
 AC6846'RIGHT AND GO SOUTHEAST ALONG TAXIWAY FOR 0.9 KM (0.55 MI) TO THE END
 AC6846'OF THE TAXIWAY AT THE APPROACH END OF RUNWAY 29.  PROCEED NORTHEAST
 AC6846'CROSSING RUNWAY 11-29 TO THE STATION NORTHEAST OF THE RUNWAY END THE
 AC6846'STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A 25 CM X 25 CM
 AC6846'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE STATION IS
 AC6846'LOCATED 15.75 M (51.67 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 AC6846'THE APPROACH END OF RUNWAY 29, 14.70 M (48.23 FT) NORTH-NORTHEAST OF
 AC6846'AN OLD CONCRETE LIGHT BASE, 12.50 M (41.01 FT) NORTH-NORTHEAST OF THE
 AC6846'NORTHEASTERNMOST THRESHOLD LIGHT, 45.0 M (147.6 FT) WEST-SOUTHWEST OF
 AC6846'A FENCE LINE, 58.34 M (191.40 FT) EAST OF THE FIRST RUNWAY LIGHT ON
 AC6846'THE NORTH SIDE OF THE RUNWAY, 38.10 M (125.00 FT) NORTH-NORTHEAST OF
 AC6846'THE CENTERLINE END OF RUNWAY 29, AND 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF
 AC6846'A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6846'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6846
 AC6846                          STATION RECOVERY (1997)
 AC6846
 AC6846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 AC6846'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTE.  SAFETY ZONE
 AC6846'EXTENDS 200 FT (61.0 M) FROM RUNWAY CENTER.
 AC6846
 AC6846                          STATION RECOVERY (2003)
 AC6846
 AC6846'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AC6846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6847 ***********************************************************************
 AC6847  SACS        -  This is a Secondary Airport Control Station.
 AC6847  DESIGNATION -  INW AP STA B
 AC6847  PID         -  AC6847
 AC6847  STATE/COUNTY-  AZ/NAVAJO
 AC6847  USGS QUAD   -  WINSLOW (1986)
 AC6847
 AC6847                         *CURRENT SURVEY CONTROL
 AC6847  ___________________________________________________________________
 AC6847* NAD 83(2007)-  35 01 47.92590(N)    110 43 43.76880(W)     ADJUSTED  
 AC6847* NAVD 88     -      1493.85   (meters)    4901.1    (feet)  GPS OBS   
 AC6847  ___________________________________________________________________
 AC6847  EPOCH DATE  -        2007.00
 AC6847  X           -  -1,851,036.047 (meters)                     COMP
 AC6847  Y           -  -4,891,181.524 (meters)                     COMP
 AC6847  Z           -   3,641,434.469 (meters)                     COMP
 AC6847  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AC6847  ELLIP HEIGHT-        1469.685 (meters)          (02/10/07) ADJUSTED
 AC6847  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AC6847
 AC6847  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6847  Type    PID    Designation                      North   East  Ellip
 AC6847  -------------------------------------------------------------------
 AC6847  NETWORK AC6847 INW AP STA B                      0.82   0.80   1.84
 AC6847  -------------------------------------------------------------------
 AC6847
 AC6847.This mark is at Winslow Municipal Airport (INW)
 AC6847
 AC6847.The horizontal coordinates were established by GPS observations
 AC6847.and adjusted by the National Geodetic Survey in February 2007.
 AC6847
 AC6847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6847.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6847.The horizontal coordinates are valid at the epoch date displayed above.
 AC6847.The epoch date for horizontal control is a decimal equivalence
 AC6847.of Year/Month/Day.
 AC6847
 AC6847.The orthometric height was determined by GPS observations and a
 AC6847.high-resolution geoid model.
 AC6847
 AC6847.GPS derived orthometric heights for airport stations designated as
 AC6847.PACS or SACS are published to 2 decimal places.  This maintains
 AC6847.centimeter relative accuracy between the PACS and SACS.  It does
 AC6847.not indicate centimeter accuracy relative to other marks which are
 AC6847.part of the NAVD 88 network.
 AC6847
 AC6847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6847
 AC6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6847
 AC6847.The ellipsoidal height was determined by GPS observations
 AC6847.and is referenced to NAD 83.
 AC6847
 AC6847.The geoid height was determined by GEOID03.
 AC6847
 AC6847;                    North         East     Units Scale Factor Converg.
 AC6847;SPC AZ E     -   447,044.271   162,065.196   MT  0.99993242   -0 19 21.7
 AC6847;SPC AZ E     - 1,466,680.68    531,709.96   iFT  0.99993242   -0 19 21.7
 AC6847;UTM  12      - 3,876,401.277   524,736.201   MT  0.99960754   +0 09 20.4
 AC6847
 AC6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6847!SPC AZ E     -   0.99976936  x   0.99993242  =   0.99970180
 AC6847!UTM  12      -   0.99976936  x   0.99960754  =   0.99937699
 AC6847
 AC6847:                Primary Azimuth Mark                     Grid Az
 AC6847:SPC AZ E     -  INW A                                    130 36 23.7
 AC6847:UTM  12      -  INW A                                    130 07 41.6
 AC6847
 AC6847|---------------------------------------------------------------------|
 AC6847| PID    Reference Object                     Distance      Geod. Az  |
 AC6847|                                                           dddmmss.s |
 AC6847| AC6845 INW A                               APPROX. 1.0 KM 1301702.0 |
 AC6847|---------------------------------------------------------------------|
 AC6847
 AC6847                          SUPERSEDED SURVEY CONTROL
 AC6847
 AC6847  ELLIP H (01/12/01) 1469.707  (m)                       GP(       ) 4 1
 AC6847  NAD 83(1992)-  35 01 47.92559(N)    110 43 43.76829(W) AD(       ) 1
 AC6847  ELLIP H (03/14/97) 1469.747  (m)                       GP(       ) 3 1
 AC6847
 AC6847.Superseded values are not recommended for survey control.
 AC6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6847.See file dsdata.txt to determine how the superseded data were derived.
 AC6847
 AC6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2473676401(NAD 83)
 AC6847_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6847_STAMPING: AP 1964 STA B
 AC6847_MARK LOGO: CGS   
 AC6847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6847+STABILITY: SURFACE MOTION
 AC6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6847+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 AC6847
 AC6847  HISTORY     - Date     Condition        Report By
 AC6847  HISTORY     - 1964     MONUMENTED       CGS
 AC6847  HISTORY     - 19900515 GOOD             NGS
 AC6847  HISTORY     - 19951210 GOOD             CHANCE
 AC6847  HISTORY     - 19970528 GOOD             NGS
 AC6847  HISTORY     - 20030730 GOOD             USPSQD
 AC6847
 AC6847                          STATION DESCRIPTION
 AC6847
 AC6847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (DAH)
 AC6847'THIS STATION IS LOCATED IN THE NORTH WESTERN SECTION OF THE WINSLOW
 AC6847'MUNI AIRPORT, NEAR RUNWAY END 11 AND THE CLOSED RUNWAY END 17.  IT IS
 AC6847'125.0 FT (38.1 M) NORTHEAST OF CENTERLINE END OF RUNWAY 11, 69.4 FT
 AC6847'(21.2 M) NORTH OF AN ABANDONED THRESHOLD LIGHT 197, AT THE CENTERLINE
 AC6847'END OF THE CLOSED RUNWAY, 50.0 FT (15.2 M) NORTHEAST OF THE NORTHEAST
 AC6847'CORNER OF RUNWAY 11, 41.3 FT (12.6 M) NORTH EAST OF THRESHOLD LIGHT
 AC6847'R1-89.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH
 AC6847'CONCRETE POST 3 INCHES BELOW THE GROUND SURFACE AND STAMPED AP 1964
 AC6847'STA B.
 AC6847
 AC6847                          STATION RECOVERY (1995)
 AC6847
 AC6847'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6847'THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1.00 MI) WEST-SOUTHWEST
 AC6847'OF THE TOWN OF WINSLOW AT THE WINSLOW MUNICIPAL AIRPORT.  OWNERSHIP --
 AC6847'CITY OF WINSLOW, GARY CARLSON - AIRPORT MANAGER, PHONE (520) 289-2429
 AC6847'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 BUSINESS (EAST
 AC6847'SECOND STREET) AND STATE HIGHWAY 87 IN WINSLOW, PROCEED SOUTH ON STATE
 AC6847'HIGHWAY 87 FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH AIRPORT ROAD.
 AC6847'TURN RIGHT AND GO WEST AND NORTH ON AIRPORT ROAD FOR 1.75 KM (1.10 MI)
 AC6847'TO A FOUR WAY INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.3
 AC6847'KM (0.20 MI) TO THE ACCESS GATE NEAR A LARGE HANGAR.  PASS THROUGH
 AC6847'GATE AND CROSS APRON TO PARALLEL TAXIWAY ALONG RUNWAY 11-29.  TURN
 AC6847'LEFT AND GO NORTHWEST ALONG TAXIWAY FOR 1.2 KM (0.75 MI) TO THE END OF
 AC6847'THE TAXIWAY AT THE APPROACH END OF RUNWAY 11.  CONTINUE NORTHWESTERLY
 AC6847'CROSSING THE STOPWAY AT THE END OF RUNWAY 11-29 TO THE STATION JUST
 AC6847'NORTH OF THE WESTERN END OF THE STOPWAY (AT THE END OF THE CLOSED
 AC6847'RUNWAY 17-35) ON A GRADED ROADWAY THE STATION IS A STANDARD SURVEY
 AC6847'DISK SET INTO THE TOP OF A 25 CM X 25 CM CONCRETE MONUMENT THAT IS
 AC6847'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 15.30 M (50.20 FT)
 AC6847'NORTHEAST OF THE NORTHWEST CORNER OF THE STOPWAY, 38.10 M (125.00 FT)
 AC6847'NORTHEAST OF A CONCRETE LIGHT BASE AT THE CENTERLINE END OF THE
 AC6847'STOPWAY, 21.20 M (69.55 FT) NORTHWEST OF A CONCRETE LIGHT BASE AT THE
 AC6847'CENTERLINE END OF CLOSED RUNWAY 17-35, 62.70 M (205.71 FT) NORTHWEST
 AC6847'OF THE NORTH CORNER OF THE APPROACH END OF RUNWAY 11, 35.30 M (115.81
 AC6847'FT) SOUTH OF A FENCE POST, AND 0.6 M (2.0 FT) SOUTHEAST OF A CARSONITE
 AC6847'WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC6847'STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6847
 AC6847                          STATION RECOVERY (1997)
 AC6847
 AC6847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 AC6847'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTE.  SAFETY ZONE
 AC6847'EXTENDS 200 FT (61.0 M) FROM RUNWAY CENTER.
 AC6847
 AC6847                          STATION RECOVERY (2003)
 AC6847
 AC6847'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AC6847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC7009 ***********************************************************************
 AC7009  DESIGNATION -  INW ARP
 AC7009  PID         -  AC7009
 AC7009  STATE/COUNTY-  AZ/NAVAJO
 AC7009  USGS QUAD   -  WINSLOW (1986)
 AC7009
 AC7009                         *CURRENT SURVEY CONTROL
 AC7009  ___________________________________________________________________
 AC7009* NAD 83(2007)-  35 01 13.54536(N)    110 43 27.99408(W)     ADJUSTED  
 AC7009* NAVD 88     -      1494.1    (meters)    4902.     (feet)  GPS OBS   
 AC7009  ___________________________________________________________________
 AC7009  EPOCH DATE  -        2007.00
 AC7009  X           -  -1,850,877.277 (meters)                     COMP
 AC7009  Y           -  -4,891,892.122 (meters)                     COMP
 AC7009  Z           -   3,640,566.774 (meters)                     COMP
 AC7009  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AC7009  ELLIP HEIGHT-        1469.916 (meters)          (02/10/07) ADJUSTED
 AC7009  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AC7009
 AC7009  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7009  Type    PID    Designation                      North   East  Ellip
 AC7009  -------------------------------------------------------------------
 AC7009  NETWORK AC7009 INW ARP                           0.80   0.78   1.84
 AC7009  -------------------------------------------------------------------
 AC7009
 AC7009.This mark is at Winslow Municipal Airport (INW)
 AC7009
 AC7009.The horizontal coordinates were established by GPS observations
 AC7009.and adjusted by the National Geodetic Survey in February 2007.
 AC7009
 AC7009.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7009.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7009.The horizontal coordinates are valid at the epoch date displayed above.
 AC7009.The epoch date for horizontal control is a decimal equivalence
 AC7009.of Year/Month/Day.
 AC7009
 AC7009.The orthometric height was determined by GPS observations and a
 AC7009.high-resolution geoid model.
 AC7009
 AC7009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7009
 AC7009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7009
 AC7009.The ellipsoidal height was determined by GPS observations
 AC7009.and is referenced to NAD 83.
 AC7009
 AC7009.The geoid height was determined by GEOID03.
 AC7009
 AC7009;                    North         East     Units Scale Factor Converg.
 AC7009;SPC AZ E     -   445,982.613   162,459.110   MT  0.99993192   -0 19 12.3
 AC7009;SPC AZ E     - 1,463,197.55    533,002.33   iFT  0.99993192   -0 19 12.3
 AC7009;UTM  12      - 3,875,343.287   525,138.833   MT  0.99960779   +0 09 29.3
 AC7009
 AC7009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7009!SPC AZ E     -   0.99976933  x   0.99993192  =   0.99970126
 AC7009!UTM  12      -   0.99976933  x   0.99960779  =   0.99937721
 AC7009
 AC7009:                Primary Azimuth Mark                     Grid Az
 AC7009:SPC AZ E     -  INW A                                    041 15 31.3
 AC7009:UTM  12      -  INW A                                    040 46 49.7
 AC7009
 AC7009|---------------------------------------------------------------------|
 AC7009| PID    Reference Object                     Distance      Geod. Az  |
 AC7009|                                                           dddmmss.s |
 AC7009| AC6845 INW A                               APPROX. 0.5 KM 0405619.0 |
 AC7009|---------------------------------------------------------------------|
 AC7009
 AC7009                          SUPERSEDED SURVEY CONTROL
 AC7009
 AC7009  ELLIP H (08/22/01) 1469.939  (m)                       GP(       ) 4 1
 AC7009  NAD 83(1992)-  35 01 13.54501(N)    110 43 27.99351(W) AD(       ) 3
 AC7009  ELLIP H (12/16/97) 1469.980  (m)                       GP(       ) 4 1
 AC7009
 AC7009.Superseded values are not recommended for survey control.
 AC7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7009.See file dsdata.txt to determine how the superseded data were derived.
 AC7009
 AC7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2513975343(NAD 83)
 AC7009_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7009_STAMPING: ARP 1953
 AC7009_MARK LOGO: CGS   
 AC7009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7009+STABILITY: SURFACE MOTION
 AC7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7009+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 AC7009
 AC7009  HISTORY     - Date     Condition        Report By
 AC7009  HISTORY     - 1953     MONUMENTED       CGS
 AC7009  HISTORY     - 19900615 GOOD             NGS
 AC7009  HISTORY     - 19960516 GOOD             CHANCE
 AC7009  HISTORY     - 19970528 GOOD             NGS
 AC7009  HISTORY     - 20030730 GOOD             USPSQD
 AC7009
 AC7009                          STATION DESCRIPTION
 AC7009
 AC7009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC7009'THE STATION IS LOCATED NEAR THE CENTER OF WINSLOW MUNI AIRPORT, IN THE
 AC7009'GRASS AREA ON THE SE SIDE OF RUNWAY 4/22, BETWEEN THE RUNWAY AND
 AC7009'PARALLEL TAXIWAY.  IT IS 106 FT (32.3 M) SE OF THE SE EDGE OF RUNWAY
 AC7009'4/22, 118.5 FT (36.1 M) NW OF THE NW EDGE OF THE TAXIWAY, 187.4 FT
 AC7009'(57.1 M) SW OF THE CENTERLINE OF THE TAXIWAY (PERPENDICULAR) RUNNING
 AC7009'NW.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH CONCRETE
 AC7009'POST ABOUT 3 INCHES BELOW THE GROUND AND STAMPED ARP 1953.  STATION IS
 AC7009'ALSO 137.7 FT (42.0 M) SW OF THE RUNWAY LIGHT AT THE CORNER OF THE
 AC7009'RUNWAY AND TAXIWAY.
 AC7009
 AC7009                          STATION RECOVERY (1996)
 AC7009
 AC7009'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC7009'RECOVERY NOTE BY CHANCE 1996  RECOVERED AS DESCRIBED.  A COMPLETE
 AC7009'DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1.00
 AC7009'MI) WEST-SOUTHWEST OF THE TOWN OF WINSLOW AT THE WINSLOW MUNICIPAL
 AC7009'AIRPORT.  OWNERSHIP -- CITY OF WINSLOW, GARY CARLSON - AIRPORT
 AC7009'MANAGER, PHONE (520) 289-2429  TO REACH THE STATION FROM THE JUNCTION
 AC7009'OF INTERSTATE HIGHWAY 40 BUSINESS (EAST SECOND STREET) AND STATE
 AC7009'HIGHWAY 87 IN WINSLOW, PROCEED SOUTH ON STATE HIGHWAY 87 FOR 0.55 KM
 AC7009'(0.35 MI) TO THE JUNCTION WITH AIRPORT ROAD.  TURN RIGHT AND GO WEST
 AC7009'AND NORTH ON AIRPORT ROAD FOR 1.75 KM (1.10 MI) TO A FOUR WAY
 AC7009'INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.3 KM (0.20 MI) TO
 AC7009'THE ACCESS GATE BETWEEN A HANGAR AND THE FUEL OFFICE.  GO WEST ACROSS
 AC7009'THE RAMP FOR 0.24 KM (0.15 MI) TO THE TAXIWAY RUNNING
 AC7009'SOUTHWEST-NORTHEAST.  TURN LEFT ON THE TAXIWAY AND GO SOUTHWEST FOR
 AC7009'0.48 KM (0.30 MI) TO A CONNECTING TAXIWAY ON THE RIGHT AND THE STATION
 AC7009'LOCATED BETWEEN RUNWAY 4-22 AND PARALLEL TAXIWAY  THE STATION IS A
 AC7009'STANDARD TOPOGRAPHIC DISK SET INTO THE TOP OF A 30 CM CONCRETE POST
 AC7009'7.5 CM BELOW THE GROUND.  THE STATION IS LOCATED 57.1 M (187.3 FT)
 AC7009'SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY RUNNING NORTHWEST, 36.1 M
 AC7009'(118.4 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY, AND 32.3 M
 AC7009'(106.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22
 AC7009
 AC7009                          STATION RECOVERY (1997)
 AC7009
 AC7009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC7009'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHWEST FROM WINSLOW AT
 AC7009'THE WINSLOW MUNICIPAL AIRPORT AT MIDFIELD SOUTHEAST FROM RUNWAY 04-22.
 AC7009'OWNERSHIP -- CITY OF WINSLOW.  AIRPORT MANAGER IS GARY CARLSON, 21
 AC7009'WILLIAMSON AVE, WINSLOW AZ 86047, PHONE 520-289-2429.  TO REACH THE
 AC7009'STATION FROM THE POST OFFICE LOCATED AT THE JUNCTION OF WESTBOUND
 AC7009'INTERSTATE 40 BUSINESS (US HIGHWAY 66, EAST THIRD STREET) WITH STATE
 AC7009'HIGHWAY 87 (WILLIAMSON AVE) GO SOUTH ON STATE HIGHWAY 87 FOR 0.55 KM
 AC7009'(0.35 MI) TO AIRPORT ROAD ON RIGHT.  TURN RIGHT AND GO WEST THEN NORTH
 AC7009'ON AIRPORT ROAD FOR 1.75 KM (1.10 MI) TO A CROSSROAD.  TURN RIGHT AND
 AC7009'GO EASTERLY, NORTH THEN WEST FOR 0.3 KM (0.20 MI) TO THE AIRPORT
 AC7009'OFFICE AHEAD AND A GATE ON LEFT NEXT TO A HANGER.  PASS THROUGH THE
 AC7009'GATE AND BEAR RIGHT TO GO NORTHWEST FOR 0.25 KM (0.15 MI) TO A TAXIWAY
 AC7009'PARALLEL TO RUNWAY 04-22.  TURN LEFT AND GO SOUTHWEST FOR 0.6 KM (0.35
 AC7009'MI) PAST THE FIRST CONNECTOR TAXIWAY TO THE STATION ON RIGHT.  THE
 AC7009'MARK IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET INTO A 30 CM (12
 AC7009'IN) ROUND CONCRETE POST.  THE STATION IS LOCATED 55.2 M (181.1 FT)
 AC7009'SOUTHEAST FROM RUNWAY 04-22 CENTER, 57.0 M (187.0 FT) SOUTHWEST FROM
 AC7009'THE CONNECTOR TAXIWAY CENTER, 43.7 M (143.4 FT) NORTHWEST FROM THE
 AC7009'PARALLEL TAXIWAY CENTER, 42.0 M (137.8 FT) SOUTH FROM THE RUNWAY LIGHT
 AC7009'AT THE CORNER OF THE RUNWAY AND THE CONNECTOR TAXIWAY, AND 0.6 M (2.0
 AC7009'FT) NORTHWEST FROM AN ORANGE FIBERGLASS WITNESS POST.  THE MARK IS
 AC7009'RECESSED ABOUT 8 CM (3 IN) BELOW GRADE.  DESC 28 MAY 1997 WC WAICKMAN.
 AC7009
 AC7009                          STATION RECOVERY (2003)
 AC7009
 AC7009'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AC7009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC7010 ***********************************************************************
 AC7010  DESIGNATION -  INW ARP 2
 AC7010  PID         -  AC7010
 AC7010  STATE/COUNTY-  AZ/NAVAJO
 AC7010  USGS QUAD   -  WINSLOW (1986)
 AC7010
 AC7010                         *CURRENT SURVEY CONTROL
 AC7010  ___________________________________________________________________
 AC7010* NAD 83(2007)-  35 01 20.12696(N)    110 43 23.21400(W)     ADJUSTED  
 AC7010* NAVD 88     -      1492.6    (meters)    4897.     (feet)  GPS OBS   
 AC7010  ___________________________________________________________________
 AC7010  EPOCH DATE  -        2007.00
 AC7010  X           -  -1,850,722.269 (meters)                     COMP
 AC7010  Y           -  -4,891,824.950 (meters)                     COMP
 AC7010  Z           -   3,640,732.035 (meters)                     COMP
 AC7010  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AC7010  ELLIP HEIGHT-        1468.386 (meters)          (02/10/07) ADJUSTED
 AC7010  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AC7010
 AC7010  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7010  Type    PID    Designation                      North   East  Ellip
 AC7010  -------------------------------------------------------------------
 AC7010  NETWORK AC7010 INW ARP 2                         0.84   0.80   1.86
 AC7010  -------------------------------------------------------------------
 AC7010
 AC7010.This mark is at Winslow Municipal Airport (INW)
 AC7010
 AC7010.The horizontal coordinates were established by GPS observations
 AC7010.and adjusted by the National Geodetic Survey in February 2007.
 AC7010
 AC7010.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7010.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7010.The horizontal coordinates are valid at the epoch date displayed above.
 AC7010.The epoch date for horizontal control is a decimal equivalence
 AC7010.of Year/Month/Day.
 AC7010
 AC7010.The orthometric height was determined by GPS observations and a
 AC7010.high-resolution geoid model.
 AC7010
 AC7010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7010
 AC7010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7010
 AC7010.The ellipsoidal height was determined by GPS observations
 AC7010.and is referenced to NAD 83.
 AC7010
 AC7010.The geoid height was determined by GEOID03.
 AC7010
 AC7010;                    North         East     Units Scale Factor Converg.
 AC7010;SPC AZ E     -   446,184.744   162,581.412   MT  0.99993177   -0 19 09.7
 AC7010;SPC AZ E     - 1,463,860.71    533,403.58   iFT  0.99993177   -0 19 09.7
 AC7010;UTM  12      - 3,875,546.367   525,259.405   MT  0.99960786   +0 09 32.1
 AC7010
 AC7010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7010!SPC AZ E     -   0.99976957  x   0.99993177  =   0.99970135
 AC7010!UTM  12      -   0.99976957  x   0.99960786  =   0.99937752
 AC7010
 AC7010|---------------------------------------------------------------------|
 AC7010| PID    Reference Object                     Distance      Geod. Az  |
 AC7010|                                                           dddmmss.s |
 AC7010| AC6845 INW A                               319.764 METERS 04822     |
 AC7010|---------------------------------------------------------------------|
 AC7010
 AC7010                          SUPERSEDED SURVEY CONTROL
 AC7010
 AC7010  ELLIP H (08/22/01) 1468.409  (m)                       GP(       ) 4 1
 AC7010  NAD 83(1992)-  35 01 20.12662(N)    110 43 23.21344(W) AD(       ) 3
 AC7010  ELLIP H (12/16/97) 1468.450  (m)                       GP(       ) 4 1
 AC7010
 AC7010.Superseded values are not recommended for survey control.
 AC7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7010.See file dsdata.txt to determine how the superseded data were derived.
 AC7010
 AC7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2525975546(NAD 83)
 AC7010_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7010_STAMPING: ARP 2 1964
 AC7010_MARK LOGO: CGS   
 AC7010_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7010+STABILITY: SURFACE MOTION
 AC7010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7010+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 AC7010
 AC7010  HISTORY     - Date     Condition        Report By
 AC7010  HISTORY     - 1964     MONUMENTED       CGS
 AC7010  HISTORY     - 19900615 GOOD             NGS
 AC7010  HISTORY     - 19960516 GOOD             CHANCE
 AC7010  HISTORY     - 19970528 GOOD             NGS
 AC7010  HISTORY     - 20030730 GOOD             USPSQD
 AC7010
 AC7010                          STATION DESCRIPTION
 AC7010
 AC7010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC7010'THE STATION IS LOCATED NEAR THE CENTER OF THE WINSLOW MUNI AIRPORT, IN
 AC7010'THE DIRT AREA ALONGSIDE RUNWAY 4/22.  IT IS 528 FT (160.9 M) NORTH OF
 AC7010'THE CENTERLINE INTERSECTION OF RUNWAY 4/22 AND A TAXIWAY, 210.4 FT
 AC7010'(64.1 M) NE OF RUNWAY LIGHT R2-19, 95.00 FT (28.96 M) NE OF RUNWAY
 AC7010'LIGHT R2-17, AND 15 FT (4.6 M) BACK FROM THIS LIGHT.  A STANDARD
 AC7010'TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST ABOUT 2
 AC7010'INCHES BELOW THE GROUND AND STAMPED ARP 2 1964.
 AC7010
 AC7010                          STATION RECOVERY (1996)
 AC7010
 AC7010'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC7010'RECOVERY NOTE BY CHANCE 1996  RECOVERED AS DESCRIBED.  A COMPLETE
 AC7010'DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1.00
 AC7010'MI) WEST-SOUTHWEST OF THE TOWN OF WINSLOW AT THE WINSLOW MUNICIPAL
 AC7010'AIRPORT.  OWNERSHIP -- CITY OF WINSLOW, GARY CARLSON - AIRPORT
 AC7010'MANAGER, PHONE (520) 289-2429  TO REACH THE STATION FROM THE JUNCTION
 AC7010'OF INTERSTATE HIGHWAY 40 BUSINESS (EAST SECOND STREET) AND STATE
 AC7010'HIGHWAY 87 IN WINSLOW, PROCEED SOUTH ON STATE HIGHWAY 87 FOR 0.55 KM
 AC7010'(0.35 MI) TO THE JUNCTION WITH AIRPORT ROAD.  TURN RIGHT AND GO WEST
 AC7010'AND NORTH ON AIRPORT ROAD FOR 1.75 KM (1.10 MI) TO A FOUR WAY
 AC7010'INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.3 KM (0.20 MI) TO
 AC7010'THE ACCESS GATE BETWEEN A HANGAR AND THE FUEL OFFICE.  GO WEST ACROSS
 AC7010'THE RAMP FOR 0.24 KM (0.15 MI) TO THE TAXIWAY RUNNING PARALLEL TO
 AC7010'RUNWAY 4-22. TURN LEFT ON THE TAXIWAY AND GO SOUTHWEST FOR 0.48 KM
 AC7010'(0.30 MI) TO A CROSS-TAXIWAY.  TURN RIGHT AND GO NORTHWEST ON THE
 AC7010'TAXIWAY FOR 0.08 KM (0.05 MI) AND ACROSS RUNWAY 4-22.  PROCEED
 AC7010'NORTHEAST ALONG NORTHWEST SIDE OF RUNWAY FOR 0.16 KM (0.10 MI) TO THE
 AC7010'STATION ON THE LEFT, NORTHWEST OF RUNWAY  THE STATION IS A STANDARD
 AC7010'TOPOGRAPHIC DISK SET INTO THE TOP OF A 25 CM CONCRETE POST 5 CM BELOW
 AC7010'THE GROUND.  THE STATION IS LOCATED 161 M (528.2 FT) NORTH OF THE
 AC7010'CENTERLINE INTERSECTION OF RUNWAY 4-22 AND A TAXIWAY, 61.1 M (200.5
 AC7010'FT) NORTHEAST OF RUNWAY LIGHT R2-19, 32.0 M (105.0 FT) NORTHWEST FROM
 AC7010'NORTHWEST EDGE OF RUNWAY 4-22, AND 29.0 M (95.1 FT) NORTHWEST OF
 AC7010'RUNWAY LIGHT R2-17
 AC7010
 AC7010                          STATION RECOVERY (1997)
 AC7010
 AC7010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AC7010'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHWEST FROM WINSLOW AT
 AC7010'THE WINSLOW MUNICIPAL AIRPORT AT MIDFIELD NORTHWEST FROM RUNWAY 04-22.
 AC7010'OWNERSHIP -- CITY OF WINSLOW.  AIRPORT MANAGER IS GARY CARLSON, 21
 AC7010'WILLIAMSON AVE, WINSLOW AZ 86047, PHONE 520-289-2429.  TO REACH THE
 AC7010'STATION FROM THE POST OFFICE LOCATED AT THE JUNCTION OF WESTBOUND
 AC7010'INTERSTATE 40 BUSINESS (US HIGHWAY 66, EAST THIRD STREET) WITH STATE
 AC7010'HIGHWAY 87 (WILLIAMSON AVE) GO SOUTH ON STATE HIGHWAY 87 FOR 0.55 KM
 AC7010'(0.35 MI) TO AIRPORT ROAD ON RIGHT.  TURN RIGHT AND GO WEST THEN NORTH
 AC7010'ON AIRPORT ROAD FOR 1.75 KM (1.10 MI) TO A CROSSROAD.  TURN RIGHT AND
 AC7010'GO EASTERLY, NORTH THEN WEST FOR 0.3 KM (0.20 MI) TO THE AIRPORT
 AC7010'OFFICE AHEAD AND A GATE ON LEFT NEXT TO A HANGER.  PASS THROUGH THE
 AC7010'GATE AND BEAR RIGHT TO GO NORTHWEST FOR 0.25 KM (0.15 MI) TO A TAXIWAY
 AC7010'PARALLEL TO RUNWAY 04-22.  TURN LEFT AND GO SOUTHWEST FOR 0.55 KM
 AC7010'(0.35 MI) TO THE FIRST CONNECTOR TAXIWAY.  TURN RIGHT AND GO NORTHWEST
 AC7010'FOR 0.2 KM (0.10 MI) TO RUNWAY 04-22.  TURN RIGHT AND GO NORTHEAST FOR
 AC7010'0.2 KM (0.10 MI) TO THE STATION ON LEFT.  THE MARK IS A STANDARD CGS
 AC7010'TOPOGRAPHIC STATION DISK SET INTO A 25 CM (10 IN) ROUND CONCRETE POST.
 AC7010'THE STATION IS LOCATED 152.4 M (500.0 FT) NORTHEAST FROM THE EXTENDED
 AC7010'CENTERLINE OF THE FIRST CONNECTOR TAXIWAY ALONG RUNWAY 04-22 SOUTHWEST
 AC7010'FROM THE RAMP, 152.4 M (500.0 FT) SOUTH SOUTHEAST FROM A DF ANTENNA,
 AC7010'54.9 M (180.1 FT) NORTHWEST FROM RUNWAY 04-22 CENTER, 64.1 M (210.3
 AC7010'FT) NORTHEAST FROM A RUNWAY LIGHT, 29.0 M (95.1 FT) NORTHWEST FROM A
 AC7010'RUNWAY LIGHT, AND 1.0 M (3.3 FT) SOUTHEAST FROM AN ORANGE FIBERGLASS
 AC7010'WITNESS POST.  THE MARK IS RECESSED ABOUT 5 CM (2 IN) BELOW GRADE.
 AC7010'DESC 28 MAY 1997 WC WAICKMAN.
 AC7010
 AC7010                          STATION RECOVERY (2003)
 AC7010
 AC7010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 AC7010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0266 ***********************************************************************
 CZ0266  DESIGNATION -  IRENE
 CZ0266  PID         -  CZ0266
 CZ0266  STATE/COUNTY-  AZ/PIMA
 CZ0266  USGS QUAD   -  VAIL (1981)
 CZ0266
 CZ0266                         *CURRENT SURVEY CONTROL
 CZ0266  ___________________________________________________________________
 CZ0266* NAD 83(1992)-  32 00 39.82988(N)    110 41 41.43458(W)     ADJUSTED  
 CZ0266* NAVD 88     -      1044.693  (meters)    3427.46   (feet)  ADJUSTED  
 CZ0266  ___________________________________________________________________
 CZ0266  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 CZ0266  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ0266  DYNAMIC HT  -        1043.185 (meters)    3422.52  (feet)  COMP
 CZ0266  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 CZ0266
 CZ0266  HORZ ORDER  -  FIRST
 CZ0266  VERT ORDER  -  FIRST     CLASS II
 CZ0266
 CZ0266.The horizontal coordinates were established by classical geodetic methods
 CZ0266.and adjusted by the National Geodetic Survey in August 1993.
 CZ0266
 CZ0266.The orthometric height was determined by differential leveling
 CZ0266.and adjusted in June 1991.
 CZ0266
 CZ0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0266
 CZ0266.The geoid height was determined by GEOID03.
 CZ0266
 CZ0266.The dynamic height is computed by dividing the NAVD 88
 CZ0266.geopotential number by the normal gravity value computed on the
 CZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0266.degrees latitude (g = 980.6199 gals.).
 CZ0266
 CZ0266.The modeled gravity was interpolated from observed gravity values.
 CZ0266
 CZ0266;                    North         East     Units Scale Factor Converg.
 CZ0266;SPC AZ C     -   112,746.218   328,792.415   MT  1.00006428   +0 38 51.9
 CZ0266;SPC AZ C     -   369,902.29  1,078,715.27   iFT  1.00006428   +0 38 51.9
 CZ0266;UTM  12      - 3,541,702.722   528,820.314   MT  0.99961024   +0 09 42.3
 CZ0266
 CZ0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0266!SPC AZ C     -   0.99984047  x   1.00006428  =   0.99990474
 CZ0266!UTM  12      -   0.99984047  x   0.99961024  =   0.99945077
 CZ0266
 CZ0266:                Primary Azimuth Mark                     Grid Az
 CZ0266:SPC AZ C     -  AIRWAY BEACON 12                         034 56 06.4
 CZ0266:UTM  12      -  AIRWAY BEACON 12                         035 25 16.0
 CZ0266
 CZ0266|---------------------------------------------------------------------|
 CZ0266| PID    Reference Object                     Distance      Geod. Az  |
 CZ0266|                                                           dddmmss.s |
 CZ0266| CZ1821 AIRWAY BEACON 12                    APPROX. 7.0 KM 0353458.3 |
 CZ0266| AJ9134 IRENE AZ MK                                        0374950.2 |
 CZ0266| CZ0267 IRENE RM 2                           23.335 METERS 04417     |
 CZ0266| CZ0268 IRENE RM 1                           23.306 METERS 31542     |
 CZ0266|---------------------------------------------------------------------|
 CZ0266
 CZ0266                          SUPERSEDED SURVEY CONTROL
 CZ0266
 CZ0266  NAD 83(1986)-  32 00 39.82520(N)    110 41 41.43128(W) AD(       ) 1
 CZ0266  NAD 27      -  32 00 39.53200(N)    110 41 39.13300(W) AD(       ) 1
 CZ0266  NGVD 29 (??/??/92) 1043.975  (m)         3425.11   (f) ADJ UNCH    1 2
 CZ0266
 CZ0266.Superseded values are not recommended for survey control.
 CZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0266.See file dsdata.txt to determine how the superseded data were derived.
 CZ0266
 CZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2882041703(NAD 83)
 CZ0266_MARKER: DD = SURVEY DISK
 CZ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0266_STAMPING: IRENE 1935
 CZ0266_PROJECTION: FLUSH
 CZ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0266+STABILITY: SURFACE MOTION
 CZ0266
 CZ0266  HISTORY     - Date     Condition        Report By
 CZ0266  HISTORY     - 1935     MONUMENTED       CGS
 CZ0266  HISTORY     - 1960     GOOD             CGS
 CZ0266  HISTORY     - 1960     GOOD             NGS
 CZ0266  HISTORY     - 1967     GOOD             USAF
 CZ0266  HISTORY     - 1979     GOOD             NGS
 CZ0266  HISTORY     - 1987     GOOD             AZDT
 CZ0266
 CZ0266                          STATION DESCRIPTION
 CZ0266
 CZ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ0266'STATION SITE IS LOCATED ALONG U.S. HIGHWAY 80 ABOUT 21 MILES
 CZ0266'EAST OF TUCSON, ON THE NORTH SIDE OF THE HIGHWAY AND JUST
 CZ0266'WEST OF A WHITE STUCCO BUILDING THAT HAS BEEN USED AS A SERVICE
 CZ0266'STATION BUT WHICH IS NOW VACANT.  IT IS JUST 0.6 MILE WEST OF
 CZ0266'SERVICE STATION, LUNCH-ROOM AND GARAGE COMBINED.
 CZ0266'
 CZ0266'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 89 (JUST
 CZ0266'SOUTH OF TUCSON), FOLLOW U.S. HIGHWAY 80 EAST FOR 20.1 MILES TO
 CZ0266'THE WHITE STUCCO BUILDING ON THE LEFT SIDE OF THE ROAD, STATION
 CZ0266'IS ABOUT 20 PACES WEST OF THE BUILDING AND ABOUT 20 PACES
 CZ0266'NORTH OF THE HIGHWAY.
 CZ0266'
 CZ0266'AZIMUTH IS WEST OF THE STATION ABOUT 0.3 MILE, 10 PACES NORTH
 CZ0266'OF HIGHWAY AND NEAR THE SOUTH END OF A SIGN READING TUCSON
 CZ0266'WITH AN ARROW.
 CZ0266'
 CZ0266'REFERENCE MARKS NOS. 1 AND 2.
 CZ0266
 CZ0266                          STATION RECOVERY (1960)
 CZ0266
 CZ0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0266'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 CZ0266'WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 CZ0266'A SHORT PORTION OF U.S. HIGHWAY 80 AT THE STATION SITE HAS
 CZ0266'NOW BECOME THE NORTH ACCESS ROAD TO A NEW INTERCHANGE AT THE
 CZ0266'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 83 WHICH IS NOW
 CZ0266'UNDER CONSTRUCTION 0.25 MILE EAST OF THE STATION.  A LARGE
 CZ0266'R.C.A. INDUSTRIAL BUILDING HAS BEEN CONSTRUCTED 0.35 MILE
 CZ0266'WEST OF THE STATION AND A SMALL U.S. WEATHER BUREAU STATION
 CZ0266'HAS BEEN ESTABLISHED 35 FEET NORTH OF THE STATION MARK.
 CZ0266'
 CZ0266'THE 1935 ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
 CZ0266'
 CZ0266'OBSERVATIONS WERE MADE FROM THE TOP OF A WOODEN STAND PROJECTING
 CZ0266'2.39 METERS (7.84 FEET) ABOVE THE STATION MARK.
 CZ0266
 CZ0266                          STATION RECOVERY (1960)
 CZ0266
 CZ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0266'19.7 MI SE FROM TUCSON.
 CZ0266'19.7 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0266'HIGHWAY 89 AT TUCSON, 0.25 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 CZ0266'80 AND STATE HIGHWAY 83, 0.35 MILE EAST OF THE R.C.A. BUILDING, 76.59
 CZ0266'FEET SOUTH OF R.M. 1, 76.49 FEET EAST OF R.M. 2, 35 FEET SOUTH OF A
 CZ0266'WEATHER STATION, SET IN A CONCRETE POST.
 CZ0266
 CZ0266                          STATION RECOVERY (1967)
 CZ0266
 CZ0266'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CZ0266'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 CZ0266'RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 CZ0266'
 CZ0266'THE 1935 ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
 CZ0266
 CZ0266                          STATION RECOVERY (1979)
 CZ0266
 CZ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0266'20.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0266'HIGHWAY 89 INTERCHANGE AT TUCSON, ABOUT 0.1 MILE NORTHEAST ACROSS
 CZ0266'COUNTRY FROM THE EASTBOUND TRAFFIC LANE, 61.5 FEET NORTHEAST OF THE
 CZ0266'CENTERLINE OF THE NORTHEAST FRONTAGE ROAD, 20.5 FEET WEST OF THE
 CZ0266'CENTER OF A PRIVATE GATE TO DESERT ACRES, 14 FEET SOUTHWEST OF THE
 CZ0266'NORTHEAST FRONTAGE ROAD RIGHT-OF-WAY FENCE AND ABOUT LEVEL WITH THE
 CZ0266'FRONTAGE ROAD.
 CZ0266'THE MARK IS 5 FT  NE FROM A WITNESS POST.
 CZ0266'THE MARK IS 15 FT ABOVE EASTBOUND LANES.
 CZ0266
 CZ0266                          STATION RECOVERY (1987)
 CZ0266
 CZ0266'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CZ0266'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CZ0266'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CZ0266'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND MOUNTAIN VIEW
 CZ0266'TRAFFIC INTERCHANGE 20 MILES EAST OF TUCSON, TRAVEL NORTH ALONG STATE
 CZ0266'ROUTE 83 FOR 0.15 MILE.  TURN RIGHT 0.05 MILE TO THE NORTH FRONTAGE
 CZ0266'ROAD.  TURN LEFT AND TRAVEL NORTHWEST FOR 0.3 MILE TO STATION ON RIGHT
 CZ0266'AT A PRIVATE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ9134 ***********************************************************************
 AJ9134  DESIGNATION -  IRENE AZ MK
 AJ9134  PID         -  AJ9134
 AJ9134  STATE/COUNTY-  AZ/PIMA
 AJ9134  USGS QUAD   -  VAIL (1981)
 AJ9134
 AJ9134                         *CURRENT SURVEY CONTROL
 AJ9134  ___________________________________________________________________
 AJ9134* NAD 83(1986)-  32 00 50.     (N)    110 41 57.     (W)     SCALED    
 AJ9134* NAVD 88     -      1034.002  (meters)    3392.39   (feet)  ADJUSTED  
 AJ9134  ___________________________________________________________________
 AJ9134  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AJ9134  DYNAMIC HT  -        1032.511 (meters)    3387.50  (feet)  COMP
 AJ9134  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AJ9134
 AJ9134  VERT ORDER  -  FIRST     CLASS II
 AJ9134
 AJ9134.The horizontal coordinates were scaled from a topographic map and have
 AJ9134.an estimated accuracy of +/- 6 seconds.
 AJ9134
 AJ9134.The orthometric height was determined by differential leveling
 AJ9134.and adjusted in June 1991.
 AJ9134
 AJ9134.The geoid height was determined by GEOID03.
 AJ9134
 AJ9134.The dynamic height is computed by dividing the NAVD 88
 AJ9134.geopotential number by the normal gravity value computed on the
 AJ9134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9134.degrees latitude (g = 980.6199 gals.).
 AJ9134
 AJ9134.The modeled gravity was interpolated from observed gravity values.
 AJ9134
 AJ9134;                    North         East    Units  Estimated Accuracy
 AJ9134;SPC AZ C     -   113,060.      328,380.      MT  (+/- 180 meters Scaled)
 AJ9134
 AJ9134                          SUPERSEDED SURVEY CONTROL
 AJ9134
 AJ9134  NGVD 29 (??/??/92) 1033.287  (m)         3390.04   (f) ADJ UNCH    1 2
 AJ9134
 AJ9134.Superseded values are not recommended for survey control.
 AJ9134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ9134.See file dsdata.txt to determine how the superseded data were derived.
 AJ9134
 AJ9134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA284420(NAD 83)
 AJ9134_MARKER: DR = REFERENCE MARK DISK
 AJ9134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ9134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ9134_STAMPING: IRENE NO 3 1935
 AJ9134_PROJECTION: PROJECTING 3 CENTIMETERS
 AJ9134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ9134+STABILITY: SURFACE MOTION
 AJ9134
 AJ9134  HISTORY     - Date     Condition        Report By
 AJ9134  HISTORY     - 1935     MONUMENTED       CGS
 AJ9134  HISTORY     - 1960     GOOD             NGS
 AJ9134  HISTORY     - 1979     GOOD             NGS
 AJ9134
 AJ9134                          STATION DESCRIPTION
 AJ9134
 AJ9134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AJ9134'19.5 MI SE FROM TUCSON.
 AJ9134'19.5 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 AJ9134'HIGHWAY 89 AT TUCSON, 371 FEET SOUTHEAST OF THE ENTRANCE TO THE R.C.A.
 AJ9134'CORP. BUILDING, 272 FEET NORTHEAST OF THE CENTERLINE OF THE WEST BOUND
 AJ9134'TRAFFIC LANE, 42 FEET SOUTH OF POWER POLE 8, 18.5 FEET NORTHWEST OF A
 AJ9134'GATE POST, 5.8 FEET SOUTHWEST OF A FENCE LINE, SET IN A SQUARE
 AJ9134'CONCRETE POST PROJECTING 5 INCHES.
 AJ9134
 AJ9134                          STATION RECOVERY (1979)
 AJ9134
 AJ9134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AJ9134'20.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 AJ9134'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.1 MILE NORTHEAST OF THE EASTBOUND
 AJ9134'TRAFFIC LANE, AT THE SOUTHEAST ENTRANCE ROAD TO THE MSME SALES
 AJ9134'OFFICES, 44 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 AJ9134'FRONTAGE ROAD, 23 FEET SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE
 AJ9134'ROAD, 23 FEET NORTHWEST OF A PRIVATE TRACK ROAD, 6 FEET SOUTHWEST
 AJ9134'OF THE NORTHEAST RIGHT-OF-WAY FENCE FOR THE NORTHEAST FRONTAGE ROAD
 AJ9134'AND 5 FEET ABOVE THE FRONTAGE ROAD.
 AJ9134'THE MARK IS 6 FT  SW FROM A WITNESS POST.
 AJ9134'THE MARK IS 10 FT ABOVE EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0268 ***********************************************************************
 CZ0268  DESIGNATION -  IRENE RM 1
 CZ0268  PID         -  CZ0268
 CZ0268  STATE/COUNTY-  AZ/PIMA
 CZ0268  USGS QUAD   -  VAIL (1981)
 CZ0268
 CZ0268                         *CURRENT SURVEY CONTROL
 CZ0268  ___________________________________________________________________
 CZ0268* NAD 83(1992)-  32 00 40.37138(N)    110 41 42.05481(W)     ADJUSTED  
 CZ0268* NAVD 88     -      1044.811  (meters)    3427.85   (feet)  ADJUSTED  
 CZ0268  ___________________________________________________________________
 CZ0268  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 CZ0268  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ0268  DYNAMIC HT  -        1043.303 (meters)    3422.90  (feet)  COMP
 CZ0268  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 CZ0268
 CZ0268  HORZ ORDER  -  THIRD
 CZ0268  VERT ORDER  -  FIRST     CLASS II
 CZ0268
 CZ0268.The horizontal coordinates were established by classical geodetic methods
 CZ0268.and adjusted by the National Geodetic Survey in October 1998.
 CZ0268
 CZ0268.The orthometric height was determined by differential leveling
 CZ0268.and adjusted in June 1991.
 CZ0268
 CZ0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0268
 CZ0268.The geoid height was determined by GEOID03.
 CZ0268
 CZ0268.The dynamic height is computed by dividing the NAVD 88
 CZ0268.geopotential number by the normal gravity value computed on the
 CZ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0268.degrees latitude (g = 980.6199 gals.).
 CZ0268
 CZ0268.The modeled gravity was interpolated from observed gravity values.
 CZ0268
 CZ0268;                    North         East     Units Scale Factor Converg.
 CZ0268;SPC AZ C     -   112,762.714   328,775.949   MT  1.00006423   +0 38 51.5
 CZ0268;SPC AZ C     -   369,956.41  1,078,661.25   iFT  1.00006423   +0 38 51.5
 CZ0268;UTM  12      - 3,541,719.349   528,803.995   MT  0.99961023   +0 09 42.0
 CZ0268
 CZ0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0268!SPC AZ C     -   0.99984045  x   1.00006423  =   0.99990467
 CZ0268!UTM  12      -   0.99984045  x   0.99961023  =   0.99945074
 CZ0268
 CZ0268                          SUPERSEDED SURVEY CONTROL
 CZ0268
 CZ0268  NGVD 29 (??/??/92) 1044.093  (m)         3425.50   (f) ADJ UNCH    1 2
 CZ0268
 CZ0268.Superseded values are not recommended for survey control.
 CZ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0268.See file dsdata.txt to determine how the superseded data were derived.
 CZ0268
 CZ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2880441719(NAD 83)
 CZ0268_MARKER: DR = REFERENCE MARK DISK
 CZ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0268_STAMPING: IRENE NO 1 1935
 CZ0268_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0268+STABILITY: SURFACE MOTION
 CZ0268
 CZ0268  HISTORY     - Date     Condition        Report By
 CZ0268  HISTORY     - 1935     MONUMENTED       CGS
 CZ0268  HISTORY     - 1960     GOOD             NGS
 CZ0268  HISTORY     - 1962     GOOD             NGS
 CZ0268  HISTORY     - 1979     GOOD             NGS
 CZ0268
 CZ0268                          STATION DESCRIPTION
 CZ0268
 CZ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0268'19.7 MI SE FROM TUCSON.
 CZ0268'19.7 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0268'HIGHWAY 89 AT TUCSON, 76.59 FEET NORTH OF THE STATION MARK, SET IN A
 CZ0268'CONCRETE POST.
 CZ0268
 CZ0268                          STATION RECOVERY (1962)
 CZ0268
 CZ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0268'RECOVERED IN GOOD CONDITION.
 CZ0268
 CZ0268                          STATION RECOVERY (1979)
 CZ0268
 CZ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0268'20.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0268'HIGHWAY 89 INTERCHANGE AT TUCSON, ABOUT 0.1 MILE NORTHEAST OF THE
 CZ0268'EASTBOUND TRAFFIC LANE, ON TOP OF A LOW HILL AT THE JUNCTION OF THE
 CZ0268'NORTHEAST FRONTAGE ROAD AND A PRIVATE ROAD LEADING TO DESERT ACRES,
 CZ0268'138 FEET NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 61.5 FEET
 CZ0268'NORTHEAST OF THE CENTER OF A PRIVATE GATE IN THE NORTHEAST FRONTAGE
 CZ0268'ROAD RIGHT-OF-WAY FENCE, 76 FEET NORTHEAST OF THE STATION MARK AND
 CZ0268'20 FEET NORTHWEST OF THE CENTERLINE OF THE PRIVATE ROAD.
 CZ0268'THE MARK IS 82 FT  NE FROM A WITNESS POST.
 CZ0268'THE MARK IS 15 FT ABOVE EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0267 ***********************************************************************
 CZ0267  DESIGNATION -  IRENE RM 2
 CZ0267  PID         -  CZ0267
 CZ0267  STATE/COUNTY-  AZ/PIMA
 CZ0267  USGS QUAD   -  VAIL (1981)
 CZ0267
 CZ0267                         *CURRENT SURVEY CONTROL
 CZ0267  ___________________________________________________________________
 CZ0267* NAD 83(1992)-  32 00 40.37216(N)    110 41 40.81370(W)     ADJUSTED  
 CZ0267* NAVD 88     -      1044.364  (meters)    3426.38   (feet)  ADJUSTED  
 CZ0267  ___________________________________________________________________
 CZ0267  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 CZ0267  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CZ0267  DYNAMIC HT  -        1042.857 (meters)    3421.44  (feet)  COMP
 CZ0267  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 CZ0267
 CZ0267  HORZ ORDER  -  THIRD
 CZ0267  VERT ORDER  -  FIRST     CLASS II
 CZ0267
 CZ0267.The horizontal coordinates were established by classical geodetic methods
 CZ0267.and adjusted by the National Geodetic Survey in October 1998.
 CZ0267
 CZ0267.The orthometric height was determined by differential leveling
 CZ0267.and adjusted in June 1991.
 CZ0267
 CZ0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0267
 CZ0267.The geoid height was determined by GEOID03.
 CZ0267
 CZ0267.The dynamic height is computed by dividing the NAVD 88
 CZ0267.geopotential number by the normal gravity value computed on the
 CZ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0267.degrees latitude (g = 980.6199 gals.).
 CZ0267
 CZ0267.The modeled gravity was interpolated from observed gravity values.
 CZ0267
 CZ0267;                    North         East     Units Scale Factor Converg.
 CZ0267;SPC AZ C     -   112,763.106   328,808.521   MT  1.00006432   +0 38 52.2
 CZ0267;SPC AZ C     -   369,957.70  1,078,768.11   iFT  1.00006432   +0 38 52.2
 CZ0267;UTM  12      - 3,541,719.465   528,836.555   MT  0.99961025   +0 09 42.7
 CZ0267
 CZ0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0267!SPC AZ C     -   0.99984052  x   1.00006432  =   0.99990483
 CZ0267!UTM  12      -   0.99984052  x   0.99961025  =   0.99945083
 CZ0267
 CZ0267                          SUPERSEDED SURVEY CONTROL
 CZ0267
 CZ0267  NGVD 29 (??/??/92) 1043.647  (m)         3424.03   (f) ADJ UNCH    1 2
 CZ0267
 CZ0267.Superseded values are not recommended for survey control.
 CZ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0267.See file dsdata.txt to determine how the superseded data were derived.
 CZ0267
 CZ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2883741719(NAD 83)
 CZ0267_MARKER: DR = REFERENCE MARK DISK
 CZ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0267_STAMPING: IRENE NO 2 1935
 CZ0267_PROJECTION: PROJECTING 8 CENTIMETERS
 CZ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0267+STABILITY: SURFACE MOTION
 CZ0267
 CZ0267  HISTORY     - Date     Condition        Report By
 CZ0267  HISTORY     - 1935     MONUMENTED       CGS
 CZ0267  HISTORY     - 1960     GOOD             NGS
 CZ0267  HISTORY     - 1979     GOOD             NGS
 CZ0267
 CZ0267                          STATION DESCRIPTION
 CZ0267
 CZ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0267'19.7 MI SE FROM TUCSON.
 CZ0267'19.7 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0267'HIGHWAY 89 AT TUCSON, 76.49 FEET WEST OF THE STATION MARK, SET IN A
 CZ0267'CONCRETE POST.
 CZ0267
 CZ0267                          STATION RECOVERY (1979)
 CZ0267
 CZ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0267'20.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0267'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.1 MILE NORTHEAST OF THE EASTBOUND
 CZ0267'TRAFFIC LANE, 75 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 CZ0267'FRONTAGE ROAD, 107 FEET SOUTHEAST OF A 4-INCH ANGLE IRON HIGHWAY
 CZ0267'RIGHT-OF-WAY MARKER WHICH PROJECTS 18 INCHES, 76.5 FEET NORTHWEST OF
 CZ0267'THE STATION MARK AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST FRONTAGE
 CZ0267'ROAD RIGHT-OF-WAY FENCE.
 CZ0267'THE MARK IS 76 FT  NW FROM A WITNESS POST.
 CZ0267'THE MARK IS 15 FT ABOVE EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0886 ***********************************************************************
 FR0886  DESIGNATION -  IRISH
 FR0886  PID         -  FR0886
 FR0886  STATE/COUNTY-  AZ/YAVAPAI
 FR0886  USGS QUAD   -  ASH FORK (1979)
 FR0886
 FR0886                         *CURRENT SURVEY CONTROL
 FR0886  ___________________________________________________________________
 FR0886* NAD 83(1992)-  35 10 27.32381(N)    112 27 45.29724(W)     ADJUSTED  
 FR0886* NAVD 88     -      1604.9    (meters)    5265.     (feet)  VERTCON   
 FR0886  ___________________________________________________________________
 FR0886  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 FR0886  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 FR0886  HORZ ORDER  -  SECOND
 FR0886
 FR0886.The horizontal coordinates were established by classical geodetic methods
 FR0886.and adjusted by the National Geodetic Survey in August 1993.
 FR0886
 FR0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0886
 FR0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0886
 FR0886.The geoid height was determined by GEOID03.
 FR0886
 FR0886;                    North         East     Units Scale Factor Converg.
 FR0886;SPC AZ C     -   463,041.157   163,634.936   MT  0.99993046   -0 18 52.2
 FR0886;SPC AZ C     - 1,519,163.90    536,860.03   iFT  0.99993046   -0 18 52.2
 FR0886;UTM  12      - 3,893,347.112   366,815.573   MT  0.99981861   -0 50 33.6
 FR0886
 FR0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0886!SPC AZ C     -   0.99975208  x   0.99993046  =   0.99968255
 FR0886!UTM  12      -   0.99975208  x   0.99981861  =   0.99957073
 FR0886
 FR0886|---------------------------------------------------------------------|
 FR0886| PID    Reference Object                     Distance      Geod. Az  |
 FR0886|                                                           dddmmss.s |
 FR0886| CH2544 IRISH RM 1                            9.850 METERS 19944     |
 FR0886| CH2545 IRISH RM 2                            9.678 METERS 29822     |
 FR0886| FR0887 FOLEY                               APPROX. 2.3 KM 3405652.4 |
 FR0886|---------------------------------------------------------------------|
 FR0886
 FR0886                          SUPERSEDED SURVEY CONTROL
 FR0886
 FR0886  NAD 83(1986)-  35 10 27.32240(N)    112 27 45.29479(W) AD(       ) 2
 FR0886  NAD 27      -  35 10 27.27881(N)    112 27 42.65128(W) AD(       ) 2
 FR0886  NGVD 29 (07/19/86) 1604.0    (m)         5262.     (f) VERT ANG    3  
 FR0886
 FR0886.Superseded values are not recommended for survey control.
 FR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0886.See file dsdata.txt to determine how the superseded data were derived.
 FR0886
 FR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6681693347(NAD 83)
 FR0886_MARKER: DD = SURVEY DISK
 FR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0886+STABILITY: SURFACE MOTION
 FR0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0886+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0886
 FR0886  HISTORY     - Date     Condition        Report By
 FR0886  HISTORY     - 1980     MONUMENTED       AZDT
 FR0886  HISTORY     - 20030503 GOOD             NGS
 FR0886
 FR0886                          STATION DESCRIPTION
 FR0886
 FR0886'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0886'THE STATION IS LOCATED 20 MILES NORH OF PAULDEN, 3.5 MILES SOUTH OF
 FR0886'ASH FORK AND ALONG THE WEST RIGHT OF WAY OF US HIGHWAY 89.
 FR0886'
 FR0886'THE STATION MARK IS AN ADOT DISK STAMPED IRISH 1980.  IT IS SET IN TOP
 FR0886'OF A CONCRETE MONUMENT 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 FR0886'AND 3 FEET SOUTHEAST OF THE WITNESS POST.
 FR0886'
 FR0886'REFERENCE MARK 1 IS AN ADOT DISK STAMPED IRISH RM 1 1980.  IT IS SET
 FR0886'IN TOP OF A CONCRETE MONUMENT 64 FEET WEST OF THE CENTERLINE OF US 89.
 FR0886'
 FR0886'REFERENCE MARK 2 IS AN ADOT DISK STAMPED IRISH RM 2 1980.  IT IS SET
 FR0886'IN TOP OF A CONCRETE MONUMENT 64 FEET WEST OF THE CENTERLINE OF US 89.
 FR0886'
 FR0886'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTHEAST
 FR0886'ALONG US HIGHWAY 89 FOR 22.7 MILES TO THE STATION ON THE LEFT.
 FR0886
 FR0886                          STATION RECOVERY (2003)
 FR0886
 FR0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1407 ***********************************************************************
 DA1407  DESIGNATION -  IRNWOD
 DA1407  PID         -  DA1407
 DA1407  STATE/COUNTY-  AZ/YUMA
 DA1407  USGS QUAD   -  AZTEC HILLS (1982)
 DA1407
 DA1407                         *CURRENT SURVEY CONTROL
 DA1407  ___________________________________________________________________
 DA1407* NAD 83(1992)-  32 48 17.09767(N)    113 29 30.45854(W)     ADJUSTED  
 DA1407* NAVD 88     -       174.5    (meters)     573.     (feet)  VERTCON   
 DA1407  ___________________________________________________________________
 DA1407  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DA1407  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DA1407  HORZ ORDER  -  SECOND
 DA1407
 DA1407.The horizontal coordinates were established by classical geodetic methods
 DA1407.and adjusted by the National Geodetic Survey in August 1993.
 DA1407
 DA1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1407
 DA1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1407
 DA1407.The geoid height was determined by GEOID03.
 DA1407
 DA1407;                    North         East     Units Scale Factor Converg.
 DA1407;SPC AZ W     -   200,136.070   237,541.607   MT  0.99994054   +0 08 23.6
 DA1407;SPC AZ W     -   656,614.40    779,335.98   iFT  0.99994054   +0 08 23.6
 DA1407;SPC AZ C     -   201,198.615    65,842.935   MT  1.00016825   -0 51 12.7
 DA1407;SPC AZ C     -   660,100.44    216,020.13   iFT  1.00016825   -0 51 12.7
 DA1407;UTM  12      - 3,632,391.508   266,685.027   MT  1.00027127   -1 21 02.2
 DA1407
 DA1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1407!SPC AZ W     -   0.99997767  x   0.99994054  =   0.99991821
 DA1407!SPC AZ C     -   0.99997767  x   1.00016825  =   1.00014591
 DA1407!UTM  12      -   0.99997767  x   1.00027127  =   1.00024893
 DA1407
 DA1407|---------------------------------------------------------------------|
 DA1407| PID    Reference Object                     Distance      Geod. Az  |
 DA1407|                                                           dddmmss.s |
 DA1407| CH2546 IRNWOD RM 1                           5.235 METERS 01202     |
 DA1407| CH2547 IRNWOD RM 2                           6.450 METERS 22800     |
 DA1407| DA1110 V 321                               APPROX. 1.0 KM 3274440.0 |
 DA1407|---------------------------------------------------------------------|
 DA1407
 DA1407                          SUPERSEDED SURVEY CONTROL
 DA1407
 DA1407  NAD 83(1986)-  32 48 17.09212(N)    113 29 30.46460(W) AD(       ) 2
 DA1407  NAD 27      -  32 48 16.91950(N)    113 29 27.77290(W) AD(       ) 2
 DA1407  NGVD 29 (07/19/86)  173.9    (m)          571.     (f) VERT ANG    3  
 DA1407
 DA1407.Superseded values are not recommended for survey control.
 DA1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1407.See file dsdata.txt to determine how the superseded data were derived.
 DA1407
 DA1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6668532392(NAD 83)
 DA1407_MARKER: DS = TRIANGULATION STATION DISK
 DA1407_SETTING: 66 = SET IN ROCK OUTCROP
 DA1407
 DA1407  HISTORY     - Date     Condition        Report By
 DA1407  HISTORY     - 1960     MONUMENTED       CGS
 DA1407  HISTORY     - 1967     GOOD             AMS
 DA1407
 DA1407                          STATION DESCRIPTION
 DA1407
 DA1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1407'THE STATION IS 5 MILES SOUTHWEST OF AZTEC, 3 MILES SOUTH-SOUTHEAST
 DA1407'OF DATELAND AND ON THE SUMMIT OF THE FIRST ELEVATION NORTH
 DA1407'OF THE HIGH HILLS TO THE SOUTH (AZTEC 1934).
 DA1407'
 DA1407'TO REACH THE STATION FROM THE POST OFFICE IN DATELAND, PROCEED
 DA1407'EASTERLY ALONG U.S. HIGHWAY 80 FOR 2.1 MILES TO A SIDE ROAD
 DA1407'RIGHT AT A SIGN IRONWOOD RANCH, TURN RIGHT, SOUTH, CROSSING
 DA1407'THE SOUTHERN PACIFIC TRACKS THEN LEFT, EAST, ALONG THE SOUTH
 DA1407'SIDE OF THE TRACKS FOR 0.8 MILE TO A SMALL BRICK BUILDING,
 DA1407'TURN RIGHT, SOUTH, ON TRACK ROAD TOWARDS THE BASE OF THE
 DA1407'HILLS FOR 1 MILE, KEEP TO THE LEFT, EAST, SIDE OF THE FIRST
 DA1407'LOW HILLS AND GO AROUND THEM TO THE SOUTH SIDE WHERE A FLAT
 DA1407'RIDGE LEADING NORTH TO THE SUMMIT IS PASSABLE WITH A 2-WHEEL
 DA1407'DRIVE VEHICLE.  THE LAST MILAGE APPROXIMATELY 0.3 MILE.
 DA1407'
 DA1407'THE STATION MARK, STAMPED IRNWOOD 1960, IS A STANDARD DISK
 DA1407'SET IN CEMENT IN A DRILL HOLE IN THE OUTCROPPING BEDROCK FLUSH
 DA1407'WITH THE TOP OF THE HILL.
 DA1407'
 DA1407'REFERENCE MARK 1, STAMPED IRNWOD NO 1 1960, IS A STANDARD
 DA1407'DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DA1407'ABOUT LEVEL WITH THE STATION AND NEAR THE NORTHEAST EDGE OF
 DA1407'THE HILL.
 DA1407'
 DA1407'REFERENCE MARK 2, STAMPED IRNWOD NO 2 1960, IS A STANDARD
 DA1407'DISK SET IN CEMENT IN A DRILL HOLE IN THE OUTCROPPING BEDROCK
 DA1407'ABOUT 1-1/2 FEET LOWER THAN THE STATION MARK ON THE SOUTHWEST
 DA1407'EDGE OF THE HILL.
 DA1407'
 DA1407'THE AZIMUTH MARK, STAMPED V 321 1952, IS A STANDARD BENCH
 DA1407'MARK DISK SET IN A DRILL HOLE IN THE TOP AND CENTER OF THE
 DA1407'NORTH END OF THE SOUTH BRIDGE ABUTMENT 1-1/2 POLES EAST OF
 DA1407'THE RAILROAD MILEPOST 809 AND 7 FEET NORTH OF THE NORTH RAIL.
 DA1407'FROM THE SIGN IRONWOOD RANCH GO EAST ALONG U.S. HIGHWAY 80
 DA1407'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DA1407
 DA1407                          STATION RECOVERY (1967)
 DA1407
 DA1407'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1407'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED
 DA1407'AS DESCRIBED.
 DA1407'
 DA1407'AZIMUTH MARK IS BELIEVED TO HAVE BEEN DESTROYED DUE TO THE
 DA1407'CONSTRUCTION OF A CULVERT, MARK WAS NOT FOUND.
 DA1407'
 DA1407'TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1679 ***********************************************************************
 DU1679  DESIGNATION -  IRON
 DU1679  PID         -  DU1679
 DU1679  STATE/COUNTY-  AZ/MARICOPA
 DU1679  USGS QUAD   -  MESA (1982)
 DU1679
 DU1679                         *CURRENT SURVEY CONTROL
 DU1679  ___________________________________________________________________
 DU1679* NAD 83(1992)-  33 23 07.67536(N)    111 50 06.48001(W)     ADJUSTED  
 DU1679* NAVD 88     -       369.748  (meters)    1213.08   (feet)  ADJUSTED  
 DU1679  ___________________________________________________________________
 DU1679  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DU1679  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU1679  DYNAMIC HT  -         369.310 (meters)    1211.64  (feet)  COMP
 DU1679  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 DU1679
 DU1679  HORZ ORDER  -  SECOND
 DU1679  VERT ORDER  -  SECOND    CLASS I
 DU1679
 DU1679.The horizontal coordinates were established by classical geodetic methods
 DU1679.and adjusted by the National Geodetic Survey in August 1993.
 DU1679
 DU1679.The orthometric height was determined by differential leveling
 DU1679.and adjusted in January 1998.
 DU1679
 DU1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1679
 DU1679.The geoid height was determined by GEOID03.
 DU1679
 DU1679.The dynamic height is computed by dividing the NAVD 88
 DU1679.geopotential number by the normal gravity value computed on the
 DU1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1679.degrees latitude (g = 980.6199 gals.).
 DU1679
 DU1679.The modeled gravity was interpolated from observed gravity values.
 DU1679
 DU1679;                    North         East     Units Scale Factor Converg.
 DU1679;SPC AZ C     -   264,501.390   220,945.489   MT  0.99990071   +0 02 41.5
 DU1679;SPC AZ C     -   867,786.71    724,886.77   iFT  0.99990071   +0 02 41.5
 DU1679;UTM  12      - 3,694,332.510   422,325.231   MT  0.99967438   -0 27 34.5
 DU1679
 DU1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1679!SPC AZ C     -   0.99994663  x   0.99990071  =   0.99984735
 DU1679!UTM  12      -   0.99994663  x   0.99967438  =   0.99962103
 DU1679
 DU1679|---------------------------------------------------------------------|
 DU1679| PID    Reference Object                     Distance      Geod. Az  |
 DU1679|                                                           dddmmss.s |
 DU1679| CH5762 IRON RM 1                             1.585 METERS 08954     |
 DU1679| CH5763 IRON RM 2                             9.323 METERS 17418     |
 DU1679| DU2158 ALMA                                APPROX. 2.1 KM 2804546.3 |
 DU1679|---------------------------------------------------------------------|
 DU1679
 DU1679                          SUPERSEDED SURVEY CONTROL
 DU1679
 DU1679  NAD 83(1986)-  33 23 07.66961(N)    111 50 06.48444(W) AD(       ) 2
 DU1679  NAD 27      -  33 23 07.49844(N)    111 50 03.97563(W) AD(       ) 2
 DU1679  NAVD 88 (11/29/93)  369.719  (m)         1212.99   (f) UNKNOWN     2 1
 DU1679  NGVD 29 (07/19/86)  369.2    (m)         1211.     (f) VERT ANG    3  
 DU1679
 DU1679.Superseded values are not recommended for survey control.
 DU1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1679.See file dsdata.txt to determine how the superseded data were derived.
 DU1679
 DU1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2232594333(NAD 83)
 DU1679_MARKER: DS = TRIANGULATION STATION DISK
 DU1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1679_SP_SET: CONCRETE POST
 DU1679_STAMPING: IRON P M GS 1974
 DU1679_MARK LOGO: AZDT  
 DU1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1679+STABILITY: SURFACE MOTION
 DU1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1679+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU1679
 DU1679  HISTORY     - Date     Condition        Report By
 DU1679  HISTORY     - 1974     MONUMENTED       AZDT
 DU1679  HISTORY     - 1981     GOOD             AZDT
 DU1679  HISTORY     - 19941012 GOOD             NGS
 DU1679  HISTORY     - 19941026 GOOD             NGS
 DU1679  HISTORY     - 20051203 GOOD             GEOCAC
 DU1679  HISTORY     - 20090221 GOOD             GEOCAC
 DU1679
 DU1679                          STATION DESCRIPTION
 DU1679
 DU1679'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1679'STATION IS LOCATED ABOUT 2 MILES SOUTH OF MESA, 5.7 MILES NORTH
 DU1679'OF CHANDLER, 1700 FEET EAST OF STATE HIGHWAY 87 AND 215 FEET
 DU1679'SOUTH OF SUPERSTITION FREEWAY.
 DU1679'
 DU1679'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED IRON
 DU1679'P AND M GS 1974.  IT IS SET IN THE TOP OF 12 INCH DIAMETER
 DU1679'CONCRETE MONUMENT PROJECTING 0.2 FEET.  THE MARK IS 8.5 FEET
 DU1679'WEST OF A 3 FOOT DEEP IRRIGATION DITCH AND 2.3 FEET NORTH OF
 DU1679'WITNESS POST.
 DU1679'
 DU1679'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED IRON
 DU1679'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1679'PROJECTING 0.35 FEET.  THE DISK IS 2.5 FEET NORTHEAST OF A
 DU1679'FENCE CORNER, 1.75 FEET NORTH OF A CHAINLINK FENCE, AND 1.8
 DU1679'FEET WEST OF WITNESS POST.
 DU1679'
 DU1679'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED IRON
 DU1679'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1679'PROJECTING 0.3 FEET.  THE DISK IS 30.59 FEET WEST OF STATION
 DU1679'AND 1.80 FEET NORTH OF WITNESS POST.
 DU1679'
 DU1679'TO REACH THE STATION FROM JUNCTION OF U.S. 60, 80, 89 AND
 DU1679'STATE HIGHWAY 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2
 DU1679'MILES TO A FIELD ROAD EAST (THIS IS APPROX. SUPERSTITION FREEWAY
 DU1679'CENTER LINE).  TURN EAST ON FIELD ROAD FOR 0.32 MILES THEN TURN
 DU1679'SOUTH FOR 0.05 MILES TO STATION ON THE LEFT.
 DU1679'
 DU1679'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1679
 DU1679                          STATION RECOVERY (1981)
 DU1679
 DU1679'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1679'IN MESA.
 DU1679'IN MESA, 4.43 KM (2.75 MI) WEST ALONG S.R. 360 FROM THE INTERSECTION
 DU1679'OF GILBERT ROAD TO THE MARK ALONG THE SOUTH RIGHT-OF-WAY FENCE, 0.6 FT
 DU1679'(18 CM) NORTH OF THE 6 FOOT CHAIN-LINK R/W FENCE, 2.5 FT
 DU1679'(76 CM) NORTH OF PM WITNESS SIGN AND POST, 4.0 FT (1.22 METERS)
 DU1679'SOUTHWEST OF A METAL EL PASO GAS LINE MARKER, A STANDARD AZDT
 DU1679'ALUMINUM CAP SET IN TOP OF A 12-INCH CONCRETE POST PROJECTING 0.5 FT
 DU1679'ABOVE GROUND, NOTE--BOTH RM 1 AND RM 2 WERE FOUND DESTROYED.
 DU1679
 DU1679                          STATION RECOVERY (1994)
 DU1679
 DU1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1679'STAMPING HAS AN AMPERSAND BETWEEN THE P AND M. 0.5 KM (0.30 MI)
 DU1679'EASTERLY ALONG IRON AVENUE FROM THE JUNCTION OF STATE HIGHWAY 87 IN
 DU1679'MESA, 100.0 M (328.1 FT) NORTH OF THE AVENUE CENTER, 4.6 M (15.1 FT)
 DU1679'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A PARKING LOT, 0.8 M (2.6
 DU1679'FT) NORTH OF A WITNESS POST, 0.7 M (2.3 FT) SOUTH OF A PIPELINE
 DU1679'WARNING SIGN, 0.3 M (1.0 FT) NORTH OF A CHAIN-LINK FENCE, 0.3 M (1.0
 DU1679'FT) ABOVE THE LEVEL OF THE PARKING LOT, AND THE MONUMENT PROJECTS 0.3
 DU1679'M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU1679
 DU1679                          STATION RECOVERY (1994)
 DU1679
 DU1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DBZ)
 DU1679'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF PHOENIX IN THE
 DU1679'SOUTHWEST PART OF THE CITY OF MESA.  TO REACH THE STATION FROM THE
 DU1679'INTERSECTION OF US HIGHWAY 60 (SUPERSTITION FREEWAY) AND STATE HIGHWAY
 DU1679'87 (COUNTRY CLUB DRIVE) IN MESA, GO SOUTH ON COUNTRY CLUB DRIVE FOR
 DU1679'0.1 MILE (0.2 KM) TO A SIDE ROAD LEFT, IRON AVENUE.  TURN LEFT AND GO
 DU1679'EAST ON IRON AVENUE FOR 0.3 MILE (0.5 KM) TO THE ENTRANCE TO A LARGE
 DU1679'PAVED PARKING LOT ON THE LEFT.  TURN LEFT, ENTERING THE PARKING LOT,
 DU1679'AND GO NORTH FOR ABOUT .1 MILE (0.2 KM) TO THE NORTHWEST CORNER OF THE
 DU1679'PARKING LOT AND THE RIGHT-OF-WAY FENCE FOR HIGHWAY 60 AND THE STATION
 DU1679'IMMEDIATELY NORTH OF THE FENCE, 0.6 FEET (18.3 CM) NORTH OF THE 6 FOOT
 DU1679'(1.8 M) CHAIN LINK R/W FENCE, 2.5 FEET (0.8 M) NORTH OF PM WITNESS
 DU1679'SIGN AND POST, 4.0 FEET (1.2 M) SOUTHWEST OF A METAL EL PASO GAS LINE
 DU1679'MARKER, 15 FEET (4.6 M) WEST-NORTHWEST OF THE NORTH END OF THE
 DU1679'CONCRETE CURB AT THE NORTHWEST CORNER OF THE PARKING LOT, A STANDARD
 DU1679'AZDT ALUMINUM CAP SET IN TOP OF A 12 INCH CONCRETE POST PROJECTING 0.5
 DU1679'FOOT (15.2 CM) ABOVE GROUND.
 DU1679
 DU1679                          STATION RECOVERY (2005)
 DU1679
 DU1679'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1679'RECOVERED IN GOOD CONDITION.
 DU1679
 DU1679                          STATION RECOVERY (2009)
 DU1679
 DU1679'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DU1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1438 ***********************************************************************
 DA1438  DESIGNATION -  IRON
 DA1438  PID         -  DA1438
 DA1438  STATE/COUNTY-  AZ/YUMA
 DA1438  USGS QUAD   -  NORTH OF ROLL (1986)
 DA1438
 DA1438                         *CURRENT SURVEY CONTROL
 DA1438  ___________________________________________________________________
 DA1438* NAD 83(1992)-  32 56 43.63326(N)    113 57 36.00527(W)     ADJUSTED  
 DA1438* NAVD 88     -       460.5    (meters)    1511.     (feet)  VERTCON   
 DA1438  ___________________________________________________________________
 DA1438  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 DA1438  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA1438  HORZ ORDER  -  SECOND
 DA1438
 DA1438.The horizontal coordinates were established by classical geodetic methods
 DA1438.and adjusted by the National Geodetic Survey in August 1993.
 DA1438
 DA1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1438
 DA1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1438
 DA1438.The geoid height was determined by GEOID03.
 DA1438
 DA1438;                    North         East     Units Scale Factor Converg.
 DA1438;SPC AZ W     -   215,729.505   193,723.912   MT  0.99993809   -0 06 51.1
 DA1438;SPC AZ W     -   707,773.97    635,577.14   iFT  0.99993809   -0 06 51.1
 DA1438;UTM  12      - 3,649,129.558   223,268.313   MT  1.00054436   -1 36 38.9
 DA1438;UTM  11      - 3,649,342.802   784,213.494   MT  1.00059612   +1 39 15.8
 DA1438
 DA1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1438!SPC AZ W     -   0.99993283  x   0.99993809  =   0.99987092
 DA1438!UTM  12      -   0.99993283  x   1.00054436  =   1.00047715
 DA1438!UTM  11      -   0.99993283  x   1.00059612  =   1.00052891
 DA1438
 DA1438|---------------------------------------------------------------------|
 DA1438| PID    Reference Object                     Distance      Geod. Az  |
 DA1438|                                                           dddmmss.s |
 DA1438| CH2557 IRON RM 1                            16.373 METERS 12734     |
 DA1438| CH2556 IRON AZ MK                                         1730911.4 |
 DA1438| CH2558 IRON RM 2                            12.199 METERS 22207     |
 DA1438| CH2851 IRON CAIRN AZ MK                                   3500456.9 |
 DA1438| CH2555 IRON CAIRN AZ MK                                   3500631.8 |
 DA1438|---------------------------------------------------------------------|
 DA1438
 DA1438                          SUPERSEDED SURVEY CONTROL
 DA1438
 DA1438  NAD 83(1986)-  32 56 43.62890(N)    113 57 36.01009(W) AD(       ) 2
 DA1438  NAD 27      -  32 56 43.47600(N)    113 57 33.25300(W) AD(       ) 2
 DA1438  NGVD 29 (07/19/86)  459.8    (m)         1509.     (f) VERT ANG    3  
 DA1438
 DA1438.Superseded values are not recommended for survey control.
 DA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1438.See file dsdata.txt to determine how the superseded data were derived.
 DA1438
 DA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2326849130(NAD 83)
 DA1438_MARKER: DS = TRIANGULATION STATION DISK
 DA1438_SETTING: 66 = SET IN ROCK OUTCROP
 DA1438
 DA1438  HISTORY     - Date     Condition        Report By
 DA1438  HISTORY     - 1934     MONUMENTED       CGS
 DA1438  HISTORY     - 1949     SEE DESCRIPTION  CGS
 DA1438  HISTORY     - 1952     GOOD             USE
 DA1438
 DA1438                          STATION DESCRIPTION
 DA1438
 DA1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1438'STATION IS ON THE SOUTHERN AND LOWEST END OF A BLACK RIDGE ON
 DA1438'THE EASTERN EDGE OF THE CASTLE DOME MOUNTAIN RANGE.  STATION
 DA1438'IS ABOUT 2 MILES W OF THE OLD WELLTON-KOFA ROAD, ABOUT 20 MILES,
 DA1438'AIR LINE, N AND 8 MILES, AIR LINE, E OF WELLTON.
 DA1438'
 DA1438'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1438'HOLE IN OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE
 DA1438'CHISELED IN THE ROCK.
 DA1438'
 DA1438'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 DA1438'HOLES IN OUTCROPPING BEDROCK.
 DA1438'
 DA1438'AZIMUTH IS U.S.G.S. CAIRN NW OF STATION ON SAME MOUNTAIN.
 DA1438'
 DA1438'REACHED AS FOLLOWS FROM WELLTON.  FOLLOW U.S. HIGHWAY 80 E
 DA1438'FOR 7.1 MILES TO TACNA, TURN LEFT JUST W OF THE POST OFFICE.
 DA1438'GO 2.8 MILES, TAKE A LEFT FORK AND CROSS THE RAILROAD TRACKS
 DA1438'ABOUT 1/4 MILE AFTER CROSSING THE GILA RIVER.  GO N 2.1 MILES
 DA1438'AND TURN RIGHT AT A SIGN THAT READS RADIUM HOT SPRINGS, 4
 DA1438'MILES.  GO E 0.8 MILE TO ROLL.  CROSS THE RAILROAD TRACKS
 DA1438'AND CONTINUE E 1.2 MILES, TURN LEFT AT THE MOHAWK VALLEY
 DA1438'SCHOOL, GO N 1.0 MILE AND TURN RIGHT, GO E 1.8 MILES AND TURN
 DA1438'LEFT AT A SIGN READING SILVERFIELD 25 MILES, GO N 1.0 MILE
 DA1438'AND CONTINUE STRAIGHT AHEAD, N, AT A SIGN READING SILVERFIELD,
 DA1438'GO 0.4 MILE AND TURN LEFT, PASSING THROUGH 2 GATES AND
 DA1438'CROSSING RAILROAD TRACKS, GO 0.4 MILE AND TAKE A LEFT FORK,
 DA1438'MAIN-TRAVELED ROAD, GO 0.05 MILE AND TAKE A RIGHT FORK,
 DA1438'MAIN-TRAVELED ROAD, GO 0.6 MILE AND BEAR RIGHT ON TO A
 DA1438'GRADED ROAD.  FOLLOW THE GRADED ROAD FOR 9.2 MILES,
 DA1438'TURN LEFT ONTO TRACK ROAD AND GO 0.3 MILE AND TAKE A RIGHT
 DA1438'FORK ONTO A DIM ROAD JUST AFTER CROSSING A CROSS ROAD,
 DA1438'GO 1.7 MILES, TURN RIGHT OFF ROAD, DRIVE 0.2 MILE TOWARD
 DA1438'STATION, END OF TRUCK TRAVEL.  CLIMB N AND W TO STATION.
 DA1438
 DA1438                          STATION RECOVERY (1949)
 DA1438
 DA1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DA1438'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND
 DA1438'AS DESCRIBED WITH THE EXCEPTION OF THE DISTANCE TO THE REFERENCE
 DA1438'MARKS.  THE CORRECT DISTANCES ARE LISTED BELOW.  THE CAIRN
 DA1438'THAT WAS ORIGINALLY USED AS AN AZIMUTH WAS REOBSERVED AND
 DA1438'THE ORIGINAL DIRECTION FOUND TO BE SLIGHTLY IN ERROR.  A
 DA1438'NEW AZIMUTH MARK WAS ALSO ESTABLISHED.
 DA1438'
 DA1438'THE STATION IS LOCATED ABOUT 22.0 MILES AIR LINE NORTH-NORTHEAST
 DA1438'OF WELLTON ON THE SOUTHERN POINT OF A BLACK, ROCKY HILL.  THE
 DA1438'NORTHERN POINT IS SLIGHTLY HIGHER WITH A CAIRN ON THE HIGHEST
 DA1438'POINT.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 DA1438'MARK SET ON THE SIDE OF A BOULDER WHICH PROJECTS 4 INCHES
 DA1438'AND IS 150 FEET SOUTHWEST OF A LONE SAGUARO CACTUS.  THE MARK
 DA1438'IS STAMPED, IRON.
 DA1438'
 DA1438'REFERENCE MARK NO. 1 PROJECTS 2
 DA1438'FEET, IS 6.7 METERS LOWER THAN THE STATION MARK AND IS STAMPED,
 DA1438'IRON 1934 NO 1.
 DA1438'
 DA1438'REFERENCE MARK NO. 2 IS SET FLUSH
 DA1438'1.2 METERS LOWER THAN THE STATION MARK.  IT IS STAMPED, IRON
 DA1438'1934 NO 2.
 DA1438'
 DA1438'THE AZIMUTH MARK PROJECTS 8 INCHES,
 DA1438'IS 12 PACES SOUTH-SOUTHWEST OF A TRACK ROAD AND 9 FEET EAST
 DA1438'OF A WHITE WITNESS POST.  IT IS STAMPED IRON 1949.
 DA1438'
 DA1438'TO REACH THE STATION FROM THE POST OFFICE IN ROLLS, GO NORTHWEST,
 DA1438'CROSSING THE RAILROAD TRACKS.  TURN RIGHT, GO NORTHEAST, THEN
 DA1438'NORTH 1.4 MILES TO A FORK.  CONTINUE TO THE LEFT 0.45 MILE
 DA1438'TO THE JUNCTION WITH A BLADED ROAD.  TURN RIGHT, FOLLOW MAIN
 DA1438'ROAD 12.4 MILES TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD
 DA1438'0.4 MILE TO A ROAD LEFT.  TURN LEFT, GO 0.35 MILE TO THE
 DA1438'INTERSECTION OF SIX ROADS.  TAKE THE FIRST ROAD TO THE RIGHT
 DA1438'FROM STRAIGHT AHEAD AND GO 1.6 MILES TO THE AZIMUTH MARK
 DA1438'ON THE LEFT.  TURN RIGHT OFF MAIN ROAD AND FOLLOW A DIM ROAD
 DA1438'NORTH 0.3 MILE TO THE BASE OF THE HILL AND END OF TRUCK
 DA1438'TRAVEL.  FROM HERE WALK NORTHERLY UP RIDGE TO SOUTHERN POINT OF
 DA1438'HILL AND STATION.  A 30 MINUTE PACK.
 DA1438
 DA1438                          STATION RECOVERY (1952)
 DA1438
 DA1438'RECOVERY NOTE BY US ENGINEERS 1952
 DA1438'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DA1438'
 DA1438'TO REACH FROM ROLL POSTOFFICE, CROSS RAILROAD TRACKS AND
 DA1438'GO NORTHEAST 1.9 MILE ON A GRADED ROAD PAST A GRAVEL PLANT
 DA1438'AND GO AROUND GRAVEL PIT BY KEEPING LEFT OF IT UNTIL REACHING
 DA1438'A GRADED ROAD GOING RIGHT (NORTH), GO RIGHT ON GRADED ROAD
 DA1438'12.45 MILES TO A ROAD LEFT, GO STRAIGHT AHEAD 0.4 MILE TO
 DA1438'INTERSECTION WITH OLD ROAD AND QUARTZSITE SIGN POST, GO LEFT
 DA1438'0.3 MILE TO TRIPLE FORK, TAKE FIRST ROAD RIGHT OF STRAIGHT
 DA1438'AHEAD AND GO 1.6 MILES TO THE AZIMUTH MARKER, GO RIGHT 0.25
 DA1438'MILE TO DIM TRACKS TO BASE OF LOW BRIDGE.  PACK NORTHERLY
 DA1438'UP RIDGE TO SOUTHERN POINT OF HILL AND STATION.  30 MINUTE
 DA1438'PACK.
 DA1438'
 DA1438'TO REACH ROLL POSTOFFICE FROM COUNTY WELL, GO NORTH ON HWY.
 DA1438'95 FROM COUNTY WELL 0.55 MILE TO THE ARMY ARTILLERY RANGE
 DA1438'ROAD, GO RIGHT 1.5 MILES TO MAIN FIRING FRONT, TURN RIGHT
 DA1438'ON WIDE GRAVEL FRONT WHICH LEADS INTO WINDING GRAVEL ROAD
 DA1438'AND GO A TOTAL OF 23.05 MILES TO A Y FORK, GO RIGHT 1.4 MILES
 DA1438'TO A T INTERSECTION AND POWER POLE G 741 (OLD SIGN RADIUM
 DA1438'HOT SPRINGS 4 MILES HAS BEEN KNOCKED DOWN), GO LEFT (EAST)
 DA1438'0.9 MILES TO INTERSECTION NEAR ROLL POSTOFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1976 ***********************************************************************
 DV1976  DESIGNATION -  IRON
 DV1976  PID         -  DV1976
 DV1976  STATE/COUNTY-  AZ/MARICOPA
 DV1976  USGS QUAD   -  BEAR HILLS (1990)
 DV1976
 DV1976                         *CURRENT SURVEY CONTROL
 DV1976  ___________________________________________________________________
 DV1976* NAD 83(1992)-  33 39 05.67493(N)    113 57 27.87107(W)     ADJUSTED  
 DV1976* NAVD 88     -       471.6    (meters)    1547.     (feet)  VERTCON   
 DV1976  ___________________________________________________________________
 DV1976  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DV1976  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1976  HORZ ORDER  -  SECOND
 DV1976
 DV1976.The horizontal coordinates were established by classical geodetic methods
 DV1976.and adjusted by the National Geodetic Survey in August 1993.
 DV1976
 DV1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1976
 DV1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1976
 DV1976.The geoid height was determined by GEOID03.
 DV1976
 DV1976;                    North         East     Units Scale Factor Converg.
 DV1976;SPC AZ C     -   295,880.007    24,032.666   MT  1.00034179   -1 07 53.0
 DV1976;SPC AZ C     -   970,734.93     78,847.33   iFT  1.00034179   -1 07 53.0
 DV1976;SPC AZ W     -   294,039.988   194,091.068   MT  0.99993791   -0 06 54.4
 DV1976;SPC AZ W     -   964,698.12    636,781.72   iFT  0.99993791   -0 06 54.4
 DV1976;UTM  12      - 3,727,449.950   225,701.436   MT  1.00052768   -1 38 24.1
 DV1976;UTM  11      - 3,727,677.659   782,139.338   MT  1.00058148   +1 41 13.0
 DV1976
 DV1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1976!SPC AZ C     -   0.99993088  x   1.00034179  =   1.00027265
 DV1976!SPC AZ W     -   0.99993088  x   0.99993791  =   0.99986880
 DV1976!UTM  12      -   0.99993088  x   1.00052768  =   1.00045853
 DV1976!UTM  11      -   0.99993088  x   1.00058148  =   1.00051232
 DV1976
 DV1976|---------------------------------------------------------------------|
 DV1976| PID    Reference Object                     Distance      Geod. Az  |
 DV1976|                                                           dddmmss.s |
 DV1976| CH2550 IRON RM 1                             9.980 METERS 04639     |
 DV1976| CH2551 IRON RM 2                             8.826 METERS 26303     |
 DV1976| DV1091 IRON AZ MK                                         3090039.7 |
 DV1976|---------------------------------------------------------------------|
 DV1976
 DV1976                          SUPERSEDED SURVEY CONTROL
 DV1976
 DV1976  NAD 83(1986)-  33 39 05.67023(N)    113 57 27.88006(W) AD(       ) 2
 DV1976  NAD 27      -  33 39 05.56340(N)    113 57 25.09440(W) AD(       ) 2
 DV1976  NGVD 29 (07/19/86)  470.9    (m)         1545.     (f) VERT ANG    3  
 DV1976
 DV1976.Superseded values are not recommended for survey control.
 DV1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1976.See file dsdata.txt to determine how the superseded data were derived.
 DV1976
 DV1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2570127450(NAD 83)
 DV1976_MARKER: DS = TRIANGULATION STATION DISK
 DV1976_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV1976+WITH SETTING: INFORMATION.
 DV1976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1976
 DV1976  HISTORY     - Date     Condition        Report By
 DV1976  HISTORY     - 1962     MONUMENTED       CGS
 DV1976  HISTORY     - 1981     GOOD             NGS
 DV1976  HISTORY     - 1985     GOOD             AZDT
 DV1976
 DV1976                          STATION DESCRIPTION
 DV1976
 DV1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1976'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF BRENDA, ABOUT
 DV1976'1-1/2 MILES SOUTH OF U.S. HIGHWAY 60 AND 70 AND IS ON A LOW
 DV1976'FLAT BENCH AT THE NORTHWEST END OF HILL.
 DV1976'
 DV1976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 DV1976'AND 70 AND STATE HIGHWAY 72 IN HOPE, GO WESTERLY ON U.S.
 DV1976'HIGHWAY 60 AND 70 FOR 14.9 MILES TO THE CAFE AND STORE AT RAMSEY,
 DV1976'CONTINUE WEST ON U.S. HIGHWAY 60 AND 70 FOR 0.35 MILE TO A
 DV1976'SIDE ROAD LEFT, TURN LEFT, GO SOUTH-SOUTHWEST ON A BLADED ROAD
 DV1976'FOR 1.4 MILES TO THE AZIMUTH MARK ON LEFT AND A DIM TRACK
 DV1976'ROAD, TURN LEFT AND FOLLOW DIM TRACK ROAD SOUTHEASTERLY ACROSS
 DV1976'FLAT FOR 0.65 MILE TO THE NORTHWEST END OF HILL, (GLO) MARK
 DV1976'IS ABOUT 100 YARDS TO THE NORTH AND THE STATION IS ABOUT 120
 DV1976'YARDS TO THE SOUTHWEST ON TOP OF SMALL ROCKY BENCH.
 DV1976'
 DV1976'STATION MARK, A STANDARD TRAVERSE DISK BRAZED ON TOP OF A
 DV1976'2-1/2 INCH PIPE WHICH PROJECTS ABOUT 8 INCHES AND IS STAMPED IRON
 DV1976'1962.  THE MARK IS 7.9 FEET NORTH-NORTHWEST OF WITNESS POST.
 DV1976'
 DV1976'R.M. 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DV1976'OUTCROPPING BEDROCK WHICH IS ABOUT 2 X 3 FEET AND PROJECTS
 DV1976'ABOUT 8 INCHES AND THE DISK IS STAMPED IRON NO 1 1962.  THE
 DV1976'MARK IS 38.2 FEET NORTH-NORTHEAST OF WITNESS POST.
 DV1976'
 DV1976'R.M. NO. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DV1976'OUTCROPPING BEDROCK WHICH IS SET FLUSH AND THE DISK IS
 DV1976'STAMPED IRON NO 2 1962.  THE MARK IS 29.5 FEET WEST OF WITNESS
 DV1976'POST.
 DV1976'
 DV1976'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV1976'TOP OF OUTCROPPING BEDROCK WHICH IS 18 X 24 INCHES AND PROJECTS
 DV1976'ABOUT 1 FOOT AND IS STAMPED IRON 1962.
 DV1976'
 DV1976'(GLO) MARK, IS A GENERAL LAND OFFICE SURVEY MARK, A 2 INCH
 DV1976'PIPE WITH A CAP ON TOP AND IS STAMPED T4N, R17W,R16W,S25,
 DV1976'S30,S36,S31 1927.
 DV1976
 DV1976                          STATION RECOVERY (1981)
 DV1976
 DV1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1976'THE STATION, RM 1 AND RM 2 WERE RECOVERD AS DESCRIBED.
 DV1976
 DV1976                          STATION RECOVERY (1985)
 DV1976
 DV1976'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1976'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 DV1976'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A
 DV1976'NEW ROUTE TO THE STATION FOLLOWS.
 DV1976'
 DV1976'TO REACH THE STATION FROM QUARTZSITE TRAVEL EAST ALONG INTERSTATE
 DV1976'HIGHWAY 10 FOR 11 MILES TO THE JUNCTION WITH U.S. HIGHWAY 60.  EXIT
 DV1976'AND TRAVEL NORTHEAST ALONG U.S. HIGHWAY 60 FOR 3.25 MILES TO THE END
 DV1976'OF TRUCK TRAVEL AT MILE POST 34.2.  PACK SOUTH FOR ABOUT 0.2 MILE TO
 DV1976'THE STATION ON A LOW BLACK BENCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0354 ***********************************************************************
 GQ0354  DESIGNATION -  IRON
 GQ0354  PID         -  GQ0354
 GQ0354  STATE/COUNTY-  AZ/MOHAVE
 GQ0354  USGS QUAD   -  MORIAH KNOLL (1971)
 GQ0354
 GQ0354                         *CURRENT SURVEY CONTROL
 GQ0354  ___________________________________________________________________
 GQ0354* NAD 83(1992)-  36 36 54.51557(N)    113 12 22.31227(W)     ADJUSTED  
 GQ0354* NAVD 88     -      1872.4    (meters)    6143.     (feet)  VERTCON   
 GQ0354  ___________________________________________________________________
 GQ0354  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 GQ0354  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GQ0354  HORZ ORDER  -  FIRST
 GQ0354
 GQ0354.The horizontal coordinates were established by classical geodetic methods
 GQ0354.and adjusted by the National Geodetic Survey in August 1993.
 GQ0354
 GQ0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0354
 GQ0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0354
 GQ0354.The geoid height was determined by GEOID03.
 GQ0354
 GQ0354;                    North         East     Units Scale Factor Converg.
 GQ0354;SPC AZ W     -   622,923.704   262,004.569   MT  0.99996248   +0 19 27.7
 GQ0354;SPC AZ W     - 2,043,712.94    859,595.04   iFT  0.99996248   +0 19 27.7
 GQ0354;UTM  12      - 4,054,446.565   302,702.105   MT  1.00007960   -1 18 58.6
 GQ0354
 GQ0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0354!SPC AZ W     -   0.99970987  x   0.99996248  =   0.99967236
 GQ0354!UTM  12      -   0.99970987  x   1.00007960  =   0.99978945
 GQ0354
 GQ0354:                Primary Azimuth Mark                     Grid Az
 GQ0354:SPC AZ W     -  T37N R8W SECS 8 17 1/4 COR               090 45 29.3
 GQ0354:UTM  12      -  T37N R8W SECS 8 17 1/4 COR               092 23 55.6
 GQ0354
 GQ0354|---------------------------------------------------------------------|
 GQ0354| PID    Reference Object                     Distance      Geod. Az  |
 GQ0354|                                                           dddmmss.s |
 GQ0354| CH4465 T37N R8W SECS 8 17 1/4 COR                         0910457.0 |
 GQ0354| CH2548 IRON RM 1                             6.863 METERS 11017     |
 GQ0354| CH2549 IRON RM 2                            11.737 METERS 17756     |
 GQ0354|---------------------------------------------------------------------|
 GQ0354
 GQ0354                          SUPERSEDED SURVEY CONTROL
 GQ0354
 GQ0354  NAD 83(1986)-  36 36 54.51106(N)    113 12 22.31063(W) AD(       ) 1
 GQ0354  NAD 27      -  36 36 54.57500(N)    113 12 19.51100(W) AD(       ) 1
 GQ0354  NGVD 29 (07/19/86) 1871.5    (m)         6140.     (f) VERT ANG    3  
 GQ0354
 GQ0354.Superseded values are not recommended for survey control.
 GQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0354.See file dsdata.txt to determine how the superseded data were derived.
 GQ0354
 GQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0270254447(NAD 83)
 GQ0354_MARKER: DS = TRIANGULATION STATION DISK
 GQ0354_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0354_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0354
 GQ0354  HISTORY     - Date     Condition        Report By
 GQ0354  HISTORY     - 1953     MONUMENTED       CGS
 GQ0354
 GQ0354                          STATION DESCRIPTION
 GQ0354
 GQ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0354'THE STATION IS ON THE HIGHEST ONE OF SEVERAL BUTTES THAT
 GQ0354'PROTRUDE CONSPICUOUSLY FROM THE SURROUNDING LOWLANDS.  IT IS
 GQ0354'BARE ON THE SUMMIT AND THE CREST TAKES THE SHAPE OF A CRESCENT.
 GQ0354'IT IS ABOUT 40 MILES SOUTHEAST OF ST. GEORGE, UTAH, 49 MILES
 GQ0354'EAST-SOUTHEAST OF MESQUITE, NEVADA, AND ABOUT 15 MILES NORTHEAST
 GQ0354'OF MT. TRUMBULL SCHOOL.
 GQ0354'
 GQ0354'THE STATION CAN BE REACHED FROM THE POST OFFICE IN FREDONIA
 GQ0354'BY GOING EAST FOR 1/2 BLOCK TO U.S. HIGHWAY 89, THEN RIGHT
 GQ0354'ON THE HIGHWAY FOR 1 BLOCK TO THE PIPE SPRINGS ROAD DIVERTING
 GQ0354'WESTERLY.  TURN RIGHT AND FOLLOW THE GRADED ROAD FOR 8.3
 GQ0354'MILES TO 2 FORKS THAT ARE LESS THAN 0.1 MILE APART.  KEEP
 GQ0354'THE RIGHT FORK AT BOTH INTERSECTIONS AND CONTINUE ON THE MAIN
 GQ0354'ROAD, WESTERLY, FOR 5.6 MILES TO A FORK ON THE EASTERN LIMITS
 GQ0354'OF THE GROUNDS OF PIPE SPRINGS.  PASS THROUGH THE GROUNDS TO
 GQ0354'A FORK AT ITS WESTERN LIMITS, A DISTANCE OF 0.3 MILE.  TAKE
 GQ0354'THE RIGHT FORK AND CONTINUE WESTERLY ON THE MAIN ROAD FOR
 GQ0354'9.7 MILES TO A FORK.  TAKE THE LEFT FORK, THE LESSER
 GQ0354'TRAVELED ROAD, AND CONTINUE WEST THROUGH SEVERAL GATES FOR
 GQ0354'6.5 MILES TO A DIAGONAL CROSSROAD.  TAKE THE LEFT FORK AND
 GQ0354'GO SOUTHWESTERLY FOR 1.3 MILES TO A CROSSROADS.  TAKE THE LEFT
 GQ0354'FORK AND GO SOUTH FOR 4.5 MILES TO A CATTLE GUARD.
 GQ0354'CROSS THE CATTLE GUARD AND CONTINUE 3.7 MILES TO A MAIL BOX
 GQ0354'ON THE LEFT JUST AFTER CROSSING A WASH AND PASSING A STOCK
 GQ0354'WATERING AREA.  TAKE THE RIGHT FORK, WESTERLY, FOR 0.5 MILE
 GQ0354'TO A FORK.  AGAIN TAKE THE RIGHT FORK AND CONTINUE 2.6 MILES
 GQ0354'TO A FORK.  TAKE THE LEFT FORK FOR 0.9 MILE TO A
 GQ0354'CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A
 GQ0354'FORK.  TAKE THE RIGHT FORK THAT LEADS UP THE CANYON AND
 GQ0354'THROUGH A GATE FOR 1.0 MILE TO A FORK AT THE CREST OF A
 GQ0354'MESA.  TAKE THE LEFT FORK AND FOLLOW THE WINDING ROAD FOR
 GQ0354'4.2 MILES TO ITS INTERSECTION WITH A MORE DISTINCT ROAD.
 GQ0354'TURN LEFT AND FOLLOW THIS ROAD FOR 1.8 MILES TO A T ROAD.
 GQ0354'TURN LEFT AND GO 3.1 MILES TO A DIM FORK TO THE SHARP
 GQ0354'RIGHT.  TURN RIGHT AND FOLLOW THE DIM ROAD ALONG THE SOUTHERN
 GQ0354'SLOPE OF THE CREST OF A RIDGE FOR 0.3 MILE TO 1/4 CORNER S-8,
 GQ0354'S-17.  CONTINUE FOR 1.2 MILES TO A CROSSROAD.  CROSS THIS ROAD
 GQ0354'AND CONTINUE TOWARD THE STATION AS FAR AS PRACTICAL, THEN
 GQ0354'CONTINUE ON FOOT TO THE HIGHEST POINT AND THE STATION.  THIS
 GQ0354'PARTY DROVE TO THE TOP OF THE HILL BY APPROACHING IT FROM THE
 GQ0354'NORTHWEST.  A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY FOR THIS
 GQ0354'APPROACH.
 GQ0354'
 GQ0354'THE STATION MARK, STAMPED IRON 1952, IS A STANDARD DISK THAT
 GQ0354'IS SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 3
 GQ0354'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ON THE NORTH
 GQ0354'END OF AND SLIGHTLY LOWER THAN THE CREST OF THE HILL.  IT
 GQ0354'IS ABOUT 6 FEET NORTHEAST OF AN 8-FOOT CAIRN.
 GQ0354'
 GQ0354'REFERENCE MARK 1, STAMPED IRON NO 1 1952 IS A STANDARD DISK
 GQ0354'THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 GQ0354'18 INCHES.
 GQ0354'
 GQ0354'REFERENCE MARK 2, STAMPED IRON NO 2 1952, IS A STANDARD
 GQ0354'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS NEARLY
 GQ0354'FLUSH WITH THE SURROUNDING SURFACE.  IT IS ABOUT 2-1/2 FEET
 GQ0354'LOWER IN ELEVATION THAN THE STATION.
 GQ0354'
 GQ0354'1/4 CORNER S-8, S-17 (USBLM), STAMPED S 8 S 17 1934, IS A
 GQ0354'STANDARD U.S. GENERAL LAND OFFICE 1/4 CORNER DISK THAT IS
 GQ0354'BRAZED TO THE TOP OF A PIPE THAT PROTRUDES ABOUT 10 INCHES.
 GQ0354'IT IS ABOUT 25 YARDS SOUTH OF THE CREST OF A SMALL RIDGE AND
 GQ0354'12 FEET SOUTHEAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1793 ***********************************************************************
 DU1793  HT_MOD      -  This is a Height Modernization Survey Station.
 DU1793  DESIGNATION -  IRON
 DU1793  PID         -  DU1793
 DU1793  STATE/COUNTY-  AZ/MARICOPA
 DU1793  USGS QUAD   -  RENO PASS (1964)
 DU1793
 DU1793                         *CURRENT SURVEY CONTROL
 DU1793  ___________________________________________________________________
 DU1793* NAD 83(2007)-  33 56 40.09756(N)    111 26 57.57090(W)     ADJUSTED  
 DU1793* NAVD 88     -      1355.56   (meters)    4447.4    (feet)  GPS OBS   
 DU1793  ___________________________________________________________________
 DU1793  EPOCH DATE  -        2007.00
 DU1793  X           -  -1,937,290.697 (meters)                     COMP
 DU1793  Y           -  -4,930,883.612 (meters)                     COMP
 DU1793  Z           -   3,542,080.422 (meters)                     COMP
 DU1793  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DU1793  ELLIP HEIGHT-        1328.527 (meters)          (02/10/07) ADJUSTED
 DU1793  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1793
 DU1793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1793  Type    PID    Designation                      North   East  Ellip
 DU1793  -------------------------------------------------------------------
 DU1793  NETWORK DU1793 IRON                              0.43   0.37   1.22
 DU1793  -------------------------------------------------------------------
 DU1793
 DU1793.The horizontal coordinates were established by GPS observations
 DU1793.and adjusted by the National Geodetic Survey in February 2007.
 DU1793
 DU1793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1793.The horizontal coordinates are valid at the epoch date displayed above.
 DU1793.The epoch date for horizontal control is a decimal equivalence
 DU1793.of Year/Month/Day.
 DU1793
 DU1793.The orthometric height was determined by GPS observations and a
 DU1793.high-resolution geoid model.
 DU1793.The orthometric height was determined by GPS observations and a
 DU1793.high-resolution geoid model using precise GPS observation and
 DU1793.processing techniques.
 DU1793
 DU1793.Photographs are available for this station.
 DU1793
 DU1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1793
 DU1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1793
 DU1793.The ellipsoidal height was determined by GPS observations
 DU1793.and is referenced to NAD 83.
 DU1793
 DU1793.The geoid height was determined by GEOID03.
 DU1793
 DU1793;                    North         East     Units Scale Factor Converg.
 DU1793;SPC AZ C     -   326,593.523   256,559.172   MT  0.99992300   +0 15 39.5
 DU1793;SPC AZ C     - 1,071,501.06    841,729.57   iFT  0.99992300   +0 15 39.5
 DU1793;SPC AZ E     -   327,236.290    94,792.910   MT  1.00007325   -0 42 58.7
 DU1793;SPC AZ E     - 1,073,609.88    311,000.36   iFT  1.00007325   -0 42 58.7
 DU1793;UTM  12      - 3,756,090.032   458,478.645   MT  0.99962125   -0 15 03.2
 DU1793
 DU1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1793!SPC AZ C     -   0.99979148  x   0.99992300  =   0.99971450
 DU1793!SPC AZ E     -   0.99979148  x   1.00007325  =   0.99986472
 DU1793!UTM  12      -   0.99979148  x   0.99962125  =   0.99941281
 DU1793
 DU1793|---------------------------------------------------------------------|
 DU1793| PID    Reference Object                     Distance      Geod. Az  |
 DU1793|                                                           dddmmss.s |
 DU1793| DU1812 IRON RM 1                             8.215 METERS 03402     |
 DU1793| DU1799 SLATE                               APPROX. 4.4 KM 0784048.3 |
 DU1793| DU1813 IRON RM 2                            13.221 METERS 30931     |
 DU1793|---------------------------------------------------------------------|
 DU1793
 DU1793                          SUPERSEDED SURVEY CONTROL
 DU1793
 DU1793  NAD 83(1992)-  33 56 40.09690(N)    111 26 57.56991(W) AD(       ) A
 DU1793  ELLIP H (01/27/00) 1328.543  (m)                       GP(       ) 1 1
 DU1793  NAD 83(1992)-  33 56 40.09620(N)    111 26 57.56961(W) AD(       ) 2
 DU1793  NAD 83(1986)-  33 56 40.08821(N)    111 26 57.57355(W) AD(       ) 2
 DU1793  NGVD 29 (07/10/87) 1354.99   (m)         4445.5    (f) LEVELING    3  
 DU1793
 DU1793.Superseded values are not recommended for survey control.
 DU1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1793.See file dsdata.txt to determine how the superseded data were derived.
 DU1793
 DU1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5847956090(NAD 83)
 DU1793_MARKER: DS = TRIANGULATION STATION DISK
 DU1793_SETTING: 80 = SET IN A BOULDER
 DU1793_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1793_STAMPING: IRON 1982
 DU1793_MARK LOGO: AZDT  
 DU1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1793+STABILITY: SURFACE MOTION
 DU1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1793+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 DU1793
 DU1793  HISTORY     - Date     Condition        Report By
 DU1793  HISTORY     - 1982     MONUMENTED       AZDT
 DU1793  HISTORY     - 19981117 GOOD             AZ-013
 DU1793  HISTORY     - 20030815 GOOD             AZ-007
 DU1793  HISTORY     - 20061007 GOOD             GEOCAC
 DU1793
 DU1793                          STATION DESCRIPTION
 DU1793
 DU1793'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DU1793'THE STATION IS LOCATED 5.5 MILES NORTH OF SUNFLOWER, 150 FEET WEST OF
 DU1793'ARIZONA HIGHWAY 87 AND AT THE MARICOPA GILA COUNTY LINE.
 DU1793'
 DU1793'THE STATION MARK IS AN AZDT DISK STAMPED---IRON 1981---SET IN A
 DU1793'DRILL HOLE IN BOULDER WHICH IS 12 FEET NORTHWEST OF A CAIRN.
 DU1793'
 DU1793'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---IRON RM 1 1981---SET
 DU1793'IN A DRILL HOLE IN A BOULDER.
 DU1793'
 DU1793'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---IRON RM 2 1981---SET
 DU1793'IN A DRILL HOLE IN A BOULDER.
 DU1793'
 DU1793'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PAYSON TRAVEL WEST
 DU1793'FOR 200FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6
 DU1793'MILE TO STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH FOR 25.65 MILES
 DU1793'TO THE TOP OF SLATE CREEK HILL AND THE COUNTY LINE.  TURN RIGHT ON A
 DU1793'TRAIL ROAD LEAVING TRAFFIC PULLOUT AREA TO END OF TRUCK TRAVEL AT A
 DU1793'CATTLE GUARD.  PACK SOUTHEAST ALONG FENCELINE TO TOP OF CUT, CONTINUE
 DU1793'NORTHWEST UP THE HILL TO ROCK OUTCROP AND STATION.
 DU1793
 DU1793                          STATION RECOVERY (1998)
 DU1793
 DU1793'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU1793'RECOVERED AS DESCRIBED.
 DU1793
 DU1793                          STATION RECOVERY (2003)
 DU1793
 DU1793'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU1793'NEW STATION DESCRIPTION  (2003)
 DU1793' 
 DU1793'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU1793' 
 DU1793'STARTING AT THE SYCAMORE CREEK TURN OFF ON SR-87 AT MP 222.7 (POSITION
 DU1793''A') GO 1.2 MILES ALONG THE PAVED ROAD TO A DIRT ROAD.  GO RIGHT
 DU1793'THROUGH THE FOREST SERVICE GATE AND CATTLE GUARD (POSITION 'B') FOR
 DU1793'1.2 MILES TO ANOTHER CATTLE GUARD.  CONTINUE STRAIGHT ON FS-201 ROAD
 DU1793'0.3 MILES TO UPPER MEADOW (POSITION 'C').  TURN RIGHT ACROSS MEADOW
 DU1793'AND GO THROUGH BREAK IN TREES FOR 500 FT TO MONUMENT.  MONUMENT IS AN
 DU1793'ADOT P AND M GEODETIC SURVEY ALUMINUM CAP SET IN A SMALL ROCK OUTCROP.
 DU1793'THERE ARE TWO RM'S NEAR MONUMENT.  IF GATE IS LOCKED, CONTACT FOREST
 DU1793'SERVICE FOR ACCESS.
 DU1793' 
 DU1793'POSITION 'A' - LAT 33-55-17.71,  LONG 111-27-16.11POSITION 'B' - LAT
 DU1793'33-55-52.11,  LONG 111-27-48.19POSITION 'C' - LAT 33-56-44.15,  LONG
 DU1793'111-26-59.98
 DU1793' 
 DU1793'
 DU1793
 DU1793                          STATION RECOVERY (2006)
 DU1793
 DU1793'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1091 ***********************************************************************
 DV1091  DESIGNATION -  IRON AZ MK
 DV1091  PID         -  DV1091
 DV1091  STATE/COUNTY-  AZ/LA PAZ
 DV1091  USGS QUAD   -  BEAR HILLS (1990)
 DV1091
 DV1091                         *CURRENT SURVEY CONTROL
 DV1091  ___________________________________________________________________
 DV1091* NAD 83(1986)-  33 39 22.     (N)    113 57 57.     (W)     SCALED    
 DV1091* NAVD 88     -       453.76   (+/-2cm)    1488.7    (feet)  VERTCON   
 DV1091  ___________________________________________________________________
 DV1091  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1091
 DV1091.The horizontal coordinates were scaled from a topographic map and have
 DV1091.an estimated accuracy of +/- 6 seconds.
 DV1091
 DV1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1091.The vertical order pertains to the NGVD 29 superseded value.
 DV1091
 DV1091.The geoid height was determined by GEOID03.
 DV1091
 DV1091;                    North         East    Units  Estimated Accuracy
 DV1091;SPC AZ W     -   294,540.      193,340.      MT  (+/- 180 meters Scaled)
 DV1091
 DV1091                          SUPERSEDED SURVEY CONTROL
 DV1091
 DV1091  NGVD 29 (??/??/92)  453.056  (m)         1486.40   (f) ADJ UNCH    2 0
 DV1091
 DV1091.Superseded values are not recommended for survey control.
 DV1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1091.See file dsdata.txt to determine how the superseded data were derived.
 DV1091
 DV1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC249279(NAD 83)
 DV1091_MARKER: DZ = AZIMUTH MARK DISK
 DV1091_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DV1091_SP_SET: UNSPEC. ROCK
 DV1091_STAMPING: IRON 1962
 DV1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1091
 DV1091  HISTORY     - Date     Condition        Report By
 DV1091  HISTORY     - 1962     MONUMENTED       CGS
 DV1091  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1091
 DV1091                          STATION DESCRIPTION
 DV1091
 DV1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1091'2.35 MI SW FROM BRENDA.
 DV1091'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1091'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, NEAR THE SOUTH
 DV1091'RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 10, SET IN TOP OF A 1.5 BY 1.5
 DV1091'FOOT ROCK PROJECTING 1 FOOT, 12.4 FEET WEST OF A METAL WITNESS POST,
 DV1091'AND ABOUT LEVEL WITH THE DIRT ROAD.
 DV1091
 DV1091                          STATION RECOVERY (1987)
 DV1091
 DV1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (PK)
 DV1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0513 ***********************************************************************
 FR0513  DESIGNATION -  IRON BOLT
 FR0513  PID         -  FR0513
 FR0513  STATE/COUNTY-  AZ/MOHAVE
 FR0513  USGS QUAD   -  HACKBERRY (1977)
 FR0513
 FR0513                         *CURRENT SURVEY CONTROL
 FR0513  ___________________________________________________________________
 FR0513* NAD 83(1986)-  35 21 53.     (N)    113 42 52.     (W)     SCALED    
 FR0513* NAVD 88     -      1095.41   (+/-2cm)    3593.9    (feet)  VERTCON   
 FR0513  ___________________________________________________________________
 FR0513  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FR0513  VERT ORDER  -  ? (See Below)
 FR0513
 FR0513.The horizontal coordinates were scaled from a topographic map and have
 FR0513.an estimated accuracy of +/- 6 seconds.
 FR0513
 FR0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0513.The vertical order pertains to the NGVD 29 superseded value.
 FR0513
 FR0513.The geoid height was determined by GEOID03.
 FR0513
 FR0513;                    North         East    Units  Estimated Accuracy
 FR0513;SPC AZ W     -   484,050.      216,590.      MT  (+/- 180 meters Scaled)
 FR0513
 FR0513                          SUPERSEDED SURVEY CONTROL
 FR0513
 FR0513  NGVD 29 (??/??/92) 1094.578  (m)         3591.13   (f) ADJ UNCH    ?  
 FR0513
 FR0513.Superseded values are not recommended for survey control.
 FR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0513.See file dsdata.txt to determine how the superseded data were derived.
 FR0513
 FR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE533168(NAD 83)
 FR0513_MARKER: B = BOLT
 FR0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0513_SP_SET: CULVERT
 FR0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0513
 FR0513  HISTORY     - Date     Condition        Report By
 FR0513  HISTORY     - UNK      MONUMENTED       RBNF
 FR0513  HISTORY     - 1935     GOOD             NGS
 FR0513  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0513
 FR0513                          STATION DESCRIPTION
 FR0513
 FR0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0513'0.9 MI E FROM HACKBERRY.
 FR0513'0.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0513'STATION AT HACKBERRY, MOHAVE COUNTY, 3 POLES WEST OF MILEPOST 488, AT
 FR0513'CULVERT A 489, AND IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 FR0513'HEADWALL.  AN IRON BOLT.
 FR0513
 FR0513                          STATION RECOVERY (1982)
 FR0513
 FR0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0513'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2046 ***********************************************************************
 DU2046  DESIGNATION -  IRON MOUNTAIN
 DU2046  PID         -  DU2046
 DU2046  STATE/COUNTY-  AZ/PINAL
 DU2046  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU2046
 DU2046                         *CURRENT SURVEY CONTROL
 DU2046  ___________________________________________________________________
 DU2046* NAD 83(1992)-  33 25 57.86868(N)    111 10 13.17410(W)     ADJUSTED  
 DU2046* NAVD 88     -      1845.5    (meters)    6055.     (feet)  VERTCON   
 DU2046  ___________________________________________________________________
 DU2046  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 DU2046  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DU2046  HORZ ORDER  -  FIRST
 DU2046
 DU2046.The horizontal coordinates were established by classical geodetic methods
 DU2046.and adjusted by the National Geodetic Survey in August 1993.
 DU2046
 DU2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2046
 DU2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2046
 DU2046.The geoid height was determined by GEOID03.
 DU2046
 DU2046;                    North         East     Units Scale Factor Converg.
 DU2046;SPC AZ C     -   269,990.393   282,759.283   MT  0.99995936   +0 24 40.4
 DU2046;SPC AZ C     -   885,795.25    927,687.94   iFT  0.99995936   +0 24 40.4
 DU2046;UTM  12      - 3,699,275.321   484,166.959   MT  0.99960309   -0 05 37.8
 DU2046
 DU2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2046!SPC AZ C     -   0.99971477  x   0.99995936  =   0.99967414
 DU2046!UTM  12      -   0.99971477  x   0.99960309  =   0.99931797
 DU2046
 DU2046|---------------------------------------------------------------------|
 DU2046| PID    Reference Object                     Distance      Geod. Az  |
 DU2046|                                                           dddmmss.s |
 DU2046| CH5765 IRON MOUNTAIN RM 1                    8.967 METERS 06011     |
 DU2046| CH5766 IRON MOUNTAIN RM 2                   10.882 METERS 14029     |
 DU2046| CH5764 IRON MOUNTAIN AZ MK                                1935016.4 |
 DU2046|---------------------------------------------------------------------|
 DU2046
 DU2046                          SUPERSEDED SURVEY CONTROL
 DU2046
 DU2046  NAD 83(1986)-  33 25 57.86409(N)    111 10 13.17602(W) AD(       ) 1
 DU2046  NAD 27      -  33 25 57.67900(N)    111 10 10.73800(W) AD(       ) 1
 DU2046  NGVD 29 (07/19/86) 1844.8    (m)         6052.     (f) VERT ANG    3  
 DU2046
 DU2046.Superseded values are not recommended for survey control.
 DU2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2046.See file dsdata.txt to determine how the superseded data were derived.
 DU2046
 DU2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8416799275(NAD 83)
 DU2046_MARKER: DS = TRIANGULATION STATION DISK
 DU2046_SETTING: 66 = SET IN ROCK OUTCROP
 DU2046
 DU2046  HISTORY     - Date     Condition        Report By
 DU2046  HISTORY     - 1947     MONUMENTED       CGS
 DU2046  HISTORY     - 1967     GOOD             AMS
 DU2046
 DU2046                          STATION DESCRIPTION
 DU2046
 DU2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2046'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE NORTHWEST OF
 DU2046'FLORENCE JUNCTION, ABOUT 10.5 MILES NORTH-NORTHWEST OF SUPERIOR,
 DU2046'ON THE HIGHEST POINT OF THE DIVIDE BETWEEN REEVIS CREEK AND
 DU2046'ROGERS CANYON, ON WHAT IS LOCALLY KNOWN AS IRON MOUNTAIN AND
 DU2046'SOMETIMES USED BY THE FOREST SERVICE AS A LOOK OUT.  IT IS
 DU2046'ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE, PROJECTS 8 INCHES
 DU2046'AND IS STAMPED IRON MT 1946.
 DU2046'
 DU2046'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 DU2046'STATION, PROJECTS 8 INCHES AND IS STAMPED IRON MT NO 1 1946.
 DU2046'
 DU2046'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DU2046'THE STATION, PROJECTS 10 INCHES AND IS STAMPED IRON MT NO 2
 DU2046'1946.
 DU2046'
 DU2046'THE AZIMUTH MARK IS LOCATED IN A LOW SADDLE APPROXIMATELY
 DU2046'1.0 MILE BY ROAD BEFORE REACHING THE END OF TRUCK TRAVEL,
 DU2046'20 PACES WEST OF CENTER LINE OF ROAD, 6 INCHES EAST OF A
 DU2046'B.M. PAINTED ON ROCK, PROJECTS 1 FOOT AND STAMPED IRON MT
 DU2046'1946.
 DU2046'
 DU2046'TO REACH FROM THE POST OFFICE IN SUPERIOR.  GO WEST ON ROUTES
 DU2046'U.S. 60 AND 70 FOR 4.6 MILES TO A SIDE ROAD RIGHT AS PER SIGN
 DU2046'SNOW WHITE PERLITE MINE.  TURN RIGHT AND FOLLOW THE MAIN
 DU2046'TRAVELED ROAD FOR 3.3 MILES TO HEWITTS SCHOOL HOUSE ON THE
 DU2046'RIGHT.  CONTINUE FOR 1.6 MILES TO A DIM TRACK ROAD RIGHT
 DU2046'GOING DOWN INTO QUEEN CREEK.  TURN RIGHT CROSS QUEEN CREEK AND
 DU2046'FOLLOW ROAD UP HEWITT CANYON FOR 0.35 MILE TO A WIRE GATE.
 DU2046'PASS THROUGH GATE AND CONTINUE UP CANYON FOR 2.0 MILES TO A
 DU2046'FORK.  KEEP RIGHT UP HEWITT CANYON ON DIM TRACKS FOR 5.4
 DU2046'MILES TO POINT WHERE ROAD LEAVES CANYON AND THE END OF TRUCK
 DU2046'TRAVEL, A SMALL FENCED IN AREA AND A CAR LOADING DUMP AHEAD
 DU2046'ON THE LEFT.  A JEEP CAN BE DRIVEN OVER THE OLD TRAIL
 DU2046'WHICH GOES TO THE BASE OF IRON MOUNTAIN ABOUT 5 MILES FROM
 DU2046'THIS POINT.  FROM THE END OF TRUCK TRAVEL CONTINUE ON
 DU2046'THE OLD ROAD FOR 0.5 MILE TO A POINT WHERE IT COMES OUT OF
 DU2046'CANYON.  TURN SHARP LEFT AND FOLLOW WINDING ROAD FOR 0.8
 DU2046'MILE TO THE NORTH SIDE OF WASH AND ANOTHER FORK.  TAKE LEFT
 DU2046'FORK AND FOLLOW THE OLD ROAD WHICH IS VERY PLAIN FOR 3.7
 DU2046'MILES TO THE TOP OF RIDGE AND AZIMUTH MARK.  CONTINUE
 DU2046'DOWN WASH FOR 0.7 MILE TO AN OLD CABIN AND WATERING
 DU2046'TROUGHS AND END OF TRUCK TRAVEL FOR A JEEP.  FROM THIS
 DU2046'POINT PACK UP CANYON ALONG OLD PIPE LINE WHICH RUNS TO A
 DU2046'SPRING.  HERE CROSS TO THE RIGHT SIDE OF WASH AND
 DU2046'CONTINUE NORTH-NORTHEAST ALONG A GOOD TRAIL TO TOP OF
 DU2046'MOUNTAIN AND STATION SITE AS DESCRIBED ABOVE.  A 1 HOUR PACK.
 DU2046
 DU2046                          STATION RECOVERY (1967)
 DU2046
 DU2046'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2046'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 DU2046'CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1892 ***********************************************************************
 DU1892  DESIGNATION -  IRON MTN
 DU1892  PID         -  DU1892
 DU1892  STATE/COUNTY-  AZ/PINAL
 DU1892  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU1892
 DU1892                         *CURRENT SURVEY CONTROL
 DU1892  ___________________________________________________________________
 DU1892* NAD 83(1992)-  33 25 57.70755(N)    111 10 13.08884(W)     ADJUSTED  
 DU1892* NAVD 88     -      1846.51   (+/-2cm)    6058.1    (feet)  VERTCON   
 DU1892  ___________________________________________________________________
 DU1892  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 DU1892  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DU1892  HORZ ORDER  -  THIRD
 DU1892  VERT ORDER  -  THIRD ? (See Below)
 DU1892
 DU1892.The horizontal coordinates were established by classical geodetic methods
 DU1892.and adjusted by the National Geodetic Survey in August 1993.
 DU1892
 DU1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1892.The vertical order pertains to the NGVD 29 superseded value.
 DU1892
 DU1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1892
 DU1892.The geoid height was determined by GEOID03.
 DU1892
 DU1892;                    North         East     Units Scale Factor Converg.
 DU1892;SPC AZ C     -   269,985.445   282,761.521   MT  0.99995936   +0 24 40.4
 DU1892;SPC AZ C     -   885,779.02    927,695.28   iFT  0.99995936   +0 24 40.4
 DU1892;UTM  12      - 3,699,270.355   484,169.153   MT  0.99960309   -0 05 37.8
 DU1892
 DU1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1892!SPC AZ C     -   0.99971461  x   0.99995936  =   0.99967399
 DU1892!UTM  12      -   0.99971461  x   0.99960309  =   0.99931782
 DU1892
 DU1892:                Primary Azimuth Mark                     Grid Az
 DU1892:SPC AZ C     -  TRAIL                                    154 22 51.8
 DU1892:UTM  12      -  TRAIL                                    154 53 10.0
 DU1892
 DU1892|---------------------------------------------------------------------|
 DU1892| PID    Reference Object                     Distance      Geod. Az  |
 DU1892|                                                           dddmmss.s |
 DU1892| DU1904 TRAIL                               APPROX. 3.4 KM 1544732.2 |
 DU1892|---------------------------------------------------------------------|
 DU1892
 DU1892                          SUPERSEDED SURVEY CONTROL
 DU1892
 DU1892  NAD 83(1986)-  33 25 57.70367(N)    111 10 13.09011(W) AD(       ) 3
 DU1892  NGVD 29 (09/20/88) 1845.77   (m)         6055.7    (f) LEVELING    3  
 DU1892
 DU1892.Superseded values are not recommended for survey control.
 DU1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1892.See file dsdata.txt to determine how the superseded data were derived.
 DU1892
 DU1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8416999270(NAD 83)
 DU1892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU1892_SETTING: 66 = SET IN ROCK OUTCROP
 DU1892_SP_SET: SET IN ROCK OUTCROP
 DU1892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1892+STABILITY: POSITION/ELEVATION WELL
 DU1892
 DU1892  HISTORY     - Date     Condition        Report By
 DU1892  HISTORY     - 1938     MONUMENTED       USFS
 DU1892  HISTORY     - 1946     GOOD             USGS
 DU1892  HISTORY     - 1965     GOOD             USGS
 DU1892
 DU1892                          STATION DESCRIPTION
 DU1892
 DU1892'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1892'RECOVERED IN GOOD CONDITION.
 DU1892'
 DU1892'LOCATED ABOUT 0.5 MI NE. OF ROGERS TROUGHS.  ON HIGH, ROUNDED,
 DU1892'PINON-COVERED MOUNTAIN, ON HIGHEST POINT OF ROCK OUTCROP.
 DU1892'
 DU1892'TO REACH FROM ROGERS TROUGHS, FOLLOW U.S. FOREST SERVICE TRAIL USGS
 DU1892'FROM SPRING ABOUT 1.5 MI TO SUMMIT AND STATION.
 DU1892'
 DU1892'STATION MARK--U.S. DEPT. OF AGRICULTURE BRONZE DISK
 DU1892'STAMPED---IRON MTN FOREST SERVICE 1938 VISIBLE AREA MAP POINT---,
 DU1892'CEMENTED IN ROCK OUTCROP.
 DU1892
 DU1892                          STATION RECOVERY (1965)
 DU1892
 DU1892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU1892'RECOVERED IN GOOD CONDITION.
 DU1892'
 DU1892'NOTE--IRON MTN NGS IS 17.54 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1994 ***********************************************************************
 DU1994  DESIGNATION -  IRON PIPE IN TRIANGULAR BASE
 DU1994  PID         -  DU1994
 DU1994  STATE/COUNTY-  AZ/GILA
 DU1994  USGS QUAD   -  GLOBE (1982)
 DU1994
 DU1994                         *CURRENT SURVEY CONTROL
 DU1994  ___________________________________________________________________
 DU1994* NAD 83(1992)-  33 26 13.88182(N)    110 46 00.10080(W)     ADJUSTED  
 DU1994* NAVD 88     -      1463.     (meters)    4800.     (feet)  SCALED    
 DU1994  ___________________________________________________________________
 DU1994  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 DU1994  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DU1994  HORZ ORDER  -  SECOND
 DU1994
 DU1994.The horizontal coordinates were established by classical geodetic methods
 DU1994.and adjusted by the National Geodetic Survey in August 1993.
 DU1994
 DU1994.The orthometric height was scaled from a topographic map.
 DU1994
 DU1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1994
 DU1994.The geoid height was determined by GEOID03.
 DU1994
 DU1994;                    North         East     Units Scale Factor Converg.
 DU1994;SPC AZ E     -   270,395.627   157,568.814   MT  0.99993836   -0 19 50.3
 DU1994;SPC AZ E     -   887,124.76    516,958.05   iFT  0.99993836   -0 19 50.3
 DU1994;UTM  12      - 3,699,779.835   521,686.315   MT  0.99960580   +0 07 42.8
 DU1994
 DU1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1994!SPC AZ E     -   0.99977470  x   0.99993836  =   0.99971307
 DU1994!UTM  12      -   0.99977470  x   0.99960580  =   0.99938059
 DU1994
 DU1994                          SUPERSEDED SURVEY CONTROL
 DU1994
 DU1994  NAD 83(1986)-  33 26 13.87711(N)    110 46 00.10120(W) AD(       ) 2
 DU1994  NAD 27      -  33 26 13.68100(N)    110 45 57.70600(W) AD(       ) 2
 DU1994
 DU1994.Superseded values are not recommended for survey control.
 DU1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1994.See file dsdata.txt to determine how the superseded data were derived.
 DU1994
 DU1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2168699780(NAD 83)
 DU1994_MARKER: Z = SEE DESCRIPTION
 DU1994_SETTING: 80 = SET IN A BOULDER
 DU1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1994+STABILITY: SURFACE MOTION
 DU1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1994+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1994
 DU1994  HISTORY     - Date     Condition        Report By
 DU1994  HISTORY     - 1938     MONUMENTED       CGS
 DU1994  HISTORY     - 20061112 GOOD             GEOCAC
 DU1994
 DU1994                          STATION DESCRIPTION
 DU1994
 DU1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DU1994'ABOUT 9 FEET SSE OF STATION MINE A 10-FOOT IRON PIPE PROJECTS FROM
 DU1994'A 15-INCH TRIANGULAR IRON PLATE WHICH IS BOLTED TO A BOULDER.
 DU1994'
 DU1994'TO REACH STATION FROM THE POST OFFICE AT GLOBE, GO N 1 BLOCK.
 DU1994'CONTINUE N WHERE HIGHWAY TURNS LEFT (W) 0.1 MILE.  THENCE RIGHT
 DU1994'0.1 MILE.  THENCE LEFT 0.2 MILE, CROSSING BRIDGE.  THENCE RIGHT
 DU1994'0.1 MILE.  THENCE LEFT 0.05 MILE.  THENCE RIGHT AND FOLLOW UP S
 DU1994'SIDE OF CANYON 2.55 MILES TO AZIMUTH MARK WHICH IS SET IN THE N
 DU1994'ABUTMENT OF A CULVERT.  CONTINUE 0.1 MILE TO TOP OF GRADE AND A
 DU1994'SIDE ROAD LEFT WHICH LEADS TO AN OLD MINE SHAFT.  TURN LEFT ON
 DU1994'THIS SIDE ROAD AND GO 0.1 MILE TO MINE SHAFT AND END OF TRUCK
 DU1994'TRAVEL.  FROM HERE CLIMB NW TO STATION MINE AND BOULDER.  A
 DU1994'3/4-HOUR PACK.
 DU1994
 DU1994                          STATION RECOVERY (2006)
 DU1994
 DU1994'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1994'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE VERTICAL IRON PIPE IS
 DU1994'MISSING, BUT THE TRIANGULAR BASE IS STILL FIRMLY IN PLACE. SINCE THE
 DU1994'MONUMENTING TEAM DOES NOT DESCRIBE WHICH PART OF THE FIXTURE WAS
 DU1994'MEASURED, IT WAS ASSUMED TO BE THE CENTER OF THE HOLE IN THE BASE
 DU1994'WHERE THE PIPE WAS ATTACHED.
 DU1994'THE ROADS IN THE AREA HAVE BEEN CHANGED, AND A NEW TO REACH FOLLOWS.
 DU1994'FROM THE GILA COUNTY COURTHOUSE IN GLOBE, TRAVEL 1.75 MILES WEST ON US
 DU1994'60 TO THE INTERSECTION WITH BROAD STREET ON THE RIGHT. TURN RIGHT ON
 DU1994'BROAD STREET AND PROCEED 0.16 MILES TO THE INTERSECTION OF YUMA STREET
 DU1994'ON THE LEFT. TURN LEFT AND PROCEED 0.27 MILES TO A FOUR-WAY STOP AT
 DU1994'HIGH STREET.
 DU1994'JOG LEFT, AND THEN RIGHT AGAIN, TO PROCEED NORTHEASTWARD ON COPPER
 DU1994'HILL ROAD. CONTINUE ON COPPER HILL ROAD FOR 2.15 MILES TO THE JUNCTION
 DU1994'OF BLACK PEAK ROAD, ON THE LEFT. TURN LEFT ON BLACK PEAK ROAD, AND
 DU1994'PROCEED 0.44 MILES TO A WYE INTERSECTION OF SUNSET LANE, ON THE RIGHT.
 DU1994'TURN RIGHT ON SUNSET LANE, AND PROCEED 0.53 MILES TO THE TOP OF THE
 DU1994'GRADE, AND THE END OF TRUCK TRAVEL.
 DU1994'THERE IS A GRADED DRIVEWAY EXTENDING FROM THE SUMMIT OF THE PUBLIC
 DU1994'ROAD TO A PRIVATE LOT ABOUT 100 FEET SOUTH OF, AND 50 FEET BELOW THE
 DU1994'MARK. IF PERMISSION CAN BE OBTAINED, THIS IS THE PREFERRED ACCESS
 DU1994'ROUTE. OTHERWISE, PACK UP THE EAST SIDE OF THE PEAK, A 30 MINUTE PACK.
 DU1994' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5766 ***********************************************************************
 DH5766  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5766  DESIGNATION -  IRON WOOD
 DH5766  PID         -  DH5766
 DH5766  STATE/COUNTY-  AZ/COCHISE
 DH5766  USGS QUAD   -  COCHISE STRONGHOLD (1985)
 DH5766
 DH5766                         *CURRENT SURVEY CONTROL
 DH5766  ___________________________________________________________________
 DH5766* NAD 83(2007)-  31 56 54.98949(N)    109 53 53.51514(W)     ADJUSTED  
 DH5766* NAVD 88     -      1358.25   (meters)    4456.2    (feet)  GPS OBS   
 DH5766  ___________________________________________________________________
 DH5766  EPOCH DATE  -        2007.00
 DH5766  X           -  -1,844,086.088 (meters)                     COMP
 DH5766  Y           -  -5,094,732.036 (meters)                     COMP
 DH5766  Z           -   3,356,301.647 (meters)                     COMP
 DH5766  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DH5766  ELLIP HEIGHT-        1330.975 (meters)          (02/10/07) ADJUSTED
 DH5766  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DH5766
 DH5766  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5766  Type    PID    Designation                      North   East  Ellip
 DH5766  -------------------------------------------------------------------
 DH5766  NETWORK DH5766 IRON WOOD                         0.80   0.65   2.33
 DH5766  -------------------------------------------------------------------
 DH5766
 DH5766.The horizontal coordinates were established by GPS observations
 DH5766.and adjusted by the National Geodetic Survey in February 2007.
 DH5766
 DH5766.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5766.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5766.The horizontal coordinates are valid at the epoch date displayed above.
 DH5766.The epoch date for horizontal control is a decimal equivalence
 DH5766.of Year/Month/Day.
 DH5766
 DH5766.The orthometric height was determined by GPS observations and a
 DH5766.high-resolution geoid model.
 DH5766.The orthometric height was determined by GPS observations and a
 DH5766.high-resolution geoid model using precise GPS observation and
 DH5766.processing techniques.
 DH5766
 DH5766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5766
 DH5766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5766
 DH5766.The ellipsoidal height was determined by GPS observations
 DH5766.and is referenced to NAD 83.
 DH5766
 DH5766.The geoid height was determined by GEOID03.
 DH5766
 DH5766;                    North         East     Units Scale Factor Converg.
 DH5766;SPC AZ E     -   105,200.407   238,740.029   MT  0.99990794   +0 08 31.4
 DH5766;SPC AZ E     -   345,145.69    783,267.81   iFT  0.99990794   +0 08 31.4
 DH5766;UTM  12      - 3,535,269.172   604,131.879   MT  0.99973373   +0 34 59.1
 DH5766
 DH5766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5766!SPC AZ E     -   0.99979106  x   0.99990794  =   0.99969902
 DH5766!UTM  12      -   0.99979106  x   0.99973373  =   0.99952484
 DH5766
 DH5766                          SUPERSEDED SURVEY CONTROL
 DH5766
 DH5766  NAD 83(1992)-  31 56 54.98915(N)    109 53 53.51419(W) AD(       ) B
 DH5766  ELLIP H (08/22/05) 1330.992  (m)                       GP(       ) 4 2
 DH5766
 DH5766.Superseded values are not recommended for survey control.
 DH5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5766.See file dsdata.txt to determine how the superseded data were derived.
 DH5766
 DH5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0413235269(NAD 83)
 DH5766_MARKER: DD = SURVEY DISK
 DH5766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5766_STAMPING: IRON WOOD 2004
 DH5766_MARK LOGO: AZ-003
 DH5766_PROJECTION: FLUSH
 DH5766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5766+STABILITY: SURFACE MOTION
 DH5766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5766+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5766
 DH5766  HISTORY     - Date     Condition        Report By
 DH5766  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5766
 DH5766                          STATION DESCRIPTION
 DH5766
 DH5766'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5766'FROM EXIT 340 OF INTERSTATE 10 TRAVEL WEST ON INTERSTATE 10 FOR 8.7
 DH5766'MILES TO EXIT 331, GO SOUTH ON HIGHWAY 191 FOR 18.0 MILES TO IRONWOOD
 DH5766'RD. GO WEST ON IRONWOOD RD. FOR APPROX. 3.5 MILES TO THE INTERSECTION
 DH5766'OF IRONWOOD RD. AND DESERT RD. AND THE STATION LOCATED IN THE
 DH5766'SOUTHEAST CORNER OF THE INTERSECTION.
 DH5766' 
 DH5766'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5766'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5766'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1398 ***********************************************************************
 CZ1398  DESIGNATION -  IRRIGATION SERVICE
 CZ1398  PID         -  CZ1398
 CZ1398  STATE/COUNTY-  AZ/PINAL
 CZ1398  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1398
 CZ1398                         *CURRENT SURVEY CONTROL
 CZ1398  ___________________________________________________________________
 CZ1398* NAD 83(1986)-  32 52 46.     (N)    111 41 16.     (W)     SCALED    
 CZ1398* NAVD 88     -       434.83   (+/-2cm)    1426.6    (feet)  VERTCON   
 CZ1398  ___________________________________________________________________
 CZ1398  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1398
 CZ1398.The horizontal coordinates were scaled from a topographic map and have
 CZ1398.an estimated accuracy of +/- 6 seconds.
 CZ1398
 CZ1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1398.The vertical order pertains to the NGVD 29 superseded value.
 CZ1398
 CZ1398.The geoid height was determined by GEOID03.
 CZ1398
 CZ1398;                    North         East    Units  Estimated Accuracy
 CZ1398;SPC AZ C     -   208,410.      234,780.      MT  (+/- 180 meters Scaled)
 CZ1398
 CZ1398                          SUPERSEDED SURVEY CONTROL
 CZ1398
 CZ1398  NGVD 29 (??/??/92)  434.320  (m)         1424.93   (f) ADJ UNCH    2 0
 CZ1398
 CZ1398.Superseded values are not recommended for survey control.
 CZ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1398.See file dsdata.txt to determine how the superseded data were derived.
 CZ1398
 CZ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB356381(NAD 83)
 CZ1398_MARKER: DD = SURVEY DISK
 CZ1398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1398_SP_SET: FOUNDATION
 CZ1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1398
 CZ1398  HISTORY     - Date     Condition        Report By
 CZ1398  HISTORY     - UNK      MONUMENTED       USIIS
 CZ1398  HISTORY     - 1962     GOOD             NGS
 CZ1398  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 CZ1398
 CZ1398                          STATION DESCRIPTION
 CZ1398
 CZ1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ1398'4.0 MI E FROM CASA GRANDE.
 CZ1398'0.1 MILE EAST ALONG SECOND STREET FROM THE POST OFFICE AT CASA GRANDE,
 CZ1398'THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST
 CZ1398'ALONG FLORENCE BLVD. TO A CANAL, SET IN TOP OF THE NORTHEAST CORNER OF
 CZ1398'THE CONCRETE FOUNDATION OF A BRIDGE OVER THE CANAL, 16 FEET NORTH OF
 CZ1398'THE CENTER OF THE CENTER OF THE ROAD, 14 FEET WEST OF THE CENTER OF
 CZ1398'THE CANAL ROAD, AND 7.3 FEET EAST OF THE WEST END OF THE FOUNDATION.
 CZ1398
 CZ1398                          STATION RECOVERY (2007)
 CZ1398
 CZ1398'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1398'THE OLD BRIDGE HAS LONG SINCE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1820 ***********************************************************************
 CZ1820  DESIGNATION -  ISOLATED
 CZ1820  PID         -  CZ1820
 CZ1820  STATE/COUNTY-  AZ/PIMA
 CZ1820  USGS QUAD   -  VAIL (1981)
 CZ1820
 CZ1820                         *CURRENT SURVEY CONTROL
 CZ1820  ___________________________________________________________________
 CZ1820* NAD 83(1992)-  32 04 29.02124(N)    110 39 30.68257(W)     ADJUSTED  
 CZ1820* NAVD 88     -      1077.7    (meters)    3536.     (feet)  VERTCON   
 CZ1820  ___________________________________________________________________
 CZ1820  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 CZ1820  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CZ1820  HORZ ORDER  -  THIRD
 CZ1820
 CZ1820.The horizontal coordinates were established by classical geodetic methods
 CZ1820.and adjusted by the National Geodetic Survey in August 1993.
 CZ1820
 CZ1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1820
 CZ1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1820
 CZ1820.The geoid height was determined by GEOID03.
 CZ1820
 CZ1820;                    North         East     Units Scale Factor Converg.
 CZ1820;SPC AZ C     -   119,845.210   332,141.746   MT  1.00007395   +0 40 05.5
 CZ1820;SPC AZ C     -   393,192.95  1,089,703.89   iFT  1.00007395   +0 40 05.5
 CZ1820;UTM  12      - 3,548,769.790   532,228.230   MT  0.99961281   +0 10 52.8
 CZ1820
 CZ1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1820!SPC AZ C     -   0.99983526  x   1.00007395  =   0.99990919
 CZ1820!UTM  12      -   0.99983526  x   0.99961281  =   0.99944813
 CZ1820
 CZ1820|---------------------------------------------------------------------|
 CZ1820| PID    Reference Object                     Distance      Geod. Az  |
 CZ1820|                                                           dddmmss.s |
 CZ1820| CC6728 ISOLATED RM 1                         6.015 METERS 08512     |
 CZ1820| CC6727 ISOLATED AZ MK                                     1674437.5 |
 CZ1820| CC6729 ISOLATED RM 2                         6.175 METERS 17343     |
 CZ1820|---------------------------------------------------------------------|
 CZ1820
 CZ1820                          SUPERSEDED SURVEY CONTROL
 CZ1820
 CZ1820  NAD 83(1986)-  32 04 29.01676(N)    110 39 30.67961(W) AD(       ) 3
 CZ1820  NAD 27      -  32 04 28.72900(N)    110 39 28.38600(W) AD(       ) 3
 CZ1820  NGVD 29 (07/19/86) 1077.0    (m)         3533.     (f) VERT ANG    3  
 CZ1820
 CZ1820.Superseded values are not recommended for survey control.
 CZ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1820.See file dsdata.txt to determine how the superseded data were derived.
 CZ1820
 CZ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3222848770(NAD 83)
 CZ1820_MARKER: DS = TRIANGULATION STATION DISK
 CZ1820_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1820_STAMPING: ISOLATED
 CZ1820
 CZ1820  HISTORY     - Date     Condition        Report By
 CZ1820  HISTORY     - 1936     MONUMENTED       CGS
 CZ1820  HISTORY     - 19970517 MARK NOT FOUND   NGS
 CZ1820
 CZ1820                          STATION DESCRIPTION
 CZ1820
 CZ1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1820'ABOUT 20-1/2 MILES ESE OF TUCSON, 4 MILES ENE OF VAIL, IN
 CZ1820'THE NE CORNER OF SECTION 1, T 16 S, R 1 6 E, ON THE SUMMIT
 CZ1820'OF A SMALL ROCKY KNOLL JUST W OF THE FOOTHILLS OF THE RINCON
 CZ1820'MOUNTAINS, IN TOP OF A ROUNDED BOULDER IN THE APPROXIMATE
 CZ1820'CENTER OF THE SUMMIT, ABOUT 20 YARDS E OF A LARGE CACTUS.
 CZ1820'
 CZ1820'R.M. NO. 1 IS ESE OF THE STATION, IN BOULDER AT EDGE OF
 CZ1820'THE SUMMIT.  R.M. NO. 2 IS S OF THE STATION, DOWN THE S
 CZ1820'SLOPE OF THE KNOB, IN TOP OF BOULDER ABOUT 3 FEET LOWER THAN
 CZ1820'THE STATION.  THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE S
 CZ1820'OF THE STATION, ON CREST OF CROSS RIDGE, ABOUT IN RANGE WITH
 CZ1820'THE STATION AND THE GENERATOR HOUSE OF THE AIRWAY BEACON,
 CZ1820'15 PACES N OF THE CENTER OF THE COLLOSSAL CAVE ROAD, 20
 CZ1820'PACES E OF THE CENTER OF THE TRACK ROAD LEADING N TOWARDS
 CZ1820'STATION.
 CZ1820'
 CZ1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTES 80
 CZ1820'AND 89 AT THE U.S. VETERANS HOSPITAL AT TUCSON, GO E AND
 CZ1820'SE ON ROUTE 80 FOR 17.9 MILES AND TURN LEFT ON GRAVEL ROAD
 CZ1820'AT ARROW COLLOSSAL CAVE ENTRANCE, THENCE 1.4 MILES TO VAIL
 CZ1820'R.R. STATION AND CONTINUE ON MAIN COLLOSSAL CAVE ROAD FOR 4.0
 CZ1820'MILES TO TRACK ROAD TO LEFT (N) ON CREST OF LOW RIDGE, OPPOSITE
 CZ1820'THE AIRWAY BEACON ON THE RIGHT.  TURN LEFT AND FOLLOW ROAD
 CZ1820'FOR ABOUT 1/2 MILE, THENCE TURN RIGHT OFF ROAD AND GO NE FOR
 CZ1820'0.1 MILE TO BASE OF KNOB AND END OF TRUCK TRAVEL.  STATION IS
 CZ1820'ON SUMMIT ABOUT 50 YARDS NE.
 CZ1820'
 CZ1820'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METERS.
 CZ1820
 CZ1820                          STATION RECOVERY (1997)
 CZ1820
 CZ1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RDS)
 CZ1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1040 ***********************************************************************
 ET1040  DESIGNATION -  IT
 ET1040  PID         -  ET1040
 ET1040  STATE/COUNTY-  AZ/YAVAPAI
 ET1040  USGS QUAD   -  DATE CREEK RANCH SE (1967)
 ET1040
 ET1040                         *CURRENT SURVEY CONTROL
 ET1040  ___________________________________________________________________
 ET1040* NAD 83(1992)-  34 02 59.74124(N)    113 03 33.82849(W)     ADJUSTED  
 ET1040* NAVD 88     -       743.9    (meters)    2441.     (feet)  VERTCON   
 ET1040  ___________________________________________________________________
 ET1040  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 ET1040  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 ET1040  HORZ ORDER  -  THIRD
 ET1040
 ET1040.The horizontal coordinates were established by classical geodetic methods
 ET1040.and adjusted by the National Geodetic Survey in August 1993.
 ET1040
 ET1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1040
 ET1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1040
 ET1040.The geoid height was determined by GEOID03.
 ET1040
 ET1040;                    North         East     Units Scale Factor Converg.
 ET1040;SPC AZ C     -   338,780.587   107,858.847   MT  1.00003716   -0 38 23.6
 ET1040;SPC AZ C     - 1,111,484.87    353,867.61   iFT  1.00003716   -0 38 23.6
 ET1040;SPC AZ W     -   338,417.899   277,120.206   MT  0.99998343   +0 23 12.1
 ET1040;SPC AZ W     - 1,110,294.94    909,187.03   iFT  0.99998343   +0 23 12.1
 ET1040;UTM  12      - 3,769,605.170   309,915.119   MT  1.00004543   -1 09 12.4
 ET1040
 ET1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1040!SPC AZ C     -   0.99988789  x   1.00003716  =   0.99992504
 ET1040!SPC AZ W     -   0.99988789  x   0.99998343  =   0.99987132
 ET1040!UTM  12      -   0.99988789  x   1.00004543  =   0.99993331
 ET1040
 ET1040|---------------------------------------------------------------------|
 ET1040| PID    Reference Object                     Distance      Geod. Az  |
 ET1040|                                                           dddmmss.s |
 ET1040| CH2559 IT RM 1                              38.496 METERS 05014     |
 ET1040| CH2560 ROUTE 71 STA 562+001 2438.97         26.914 METERS 13702     |
 ET1040| DV1877 FOREPAUGH                           APPROX. 6.0 KM 1870546.3 |
 ET1040|---------------------------------------------------------------------|
 ET1040
 ET1040                          SUPERSEDED SURVEY CONTROL
 ET1040
 ET1040  NAD 83(1986)-  34 02 59.74064(N)    113 03 33.83202(W) AD(       ) 3
 ET1040  NAD 27      -  34 02 59.64114(N)    113 03 31.14958(W) AD(       ) 3
 ET1040  NGVD 29 (07/19/86)  743.2    (m)         2438.     (f) VERT ANG    3  
 ET1040
 ET1040.Superseded values are not recommended for survey control.
 ET1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1040.See file dsdata.txt to determine how the superseded data were derived.
 ET1040
 ET1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0991569605(NAD 83)
 ET1040_MARKER: DD = SURVEY DISK
 ET1040_SETTING: 0 = UNSPECIFIED SETTING
 ET1040
 ET1040  HISTORY     - Date     Condition        Report By
 ET1040  HISTORY     - 1967     MONUMENTED       USGS
 ET1040
 ET1040                          STATION DESCRIPTION
 ET1040
 ET1040'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LCS)
 ET1040'LOCATED ABOUT 21 MI. (AIRLINE) NW. OF WICKENBURG.  ABOUT 16 MI. SW.
 ET1040'OF CONGRESS.  7.5 MI. NE. OF AGULA.  ABOUT 0.2 MI. NE. OF MILEPOST
 ET1040'95.  ON STATE HIGHWAY 71.
 ET1040'
 ET1040'TO REACH FROM THE INTERSECTION OF U.S. 60-70-93 IN WICKENBURG, GO
 ET1040'N. ON U.S. 93 FOR 16.2 MI. TO THE JUNCTION OF STATE HIGHWAY 71.
 ET1040'TURN LEFT ON STATE 71 AND GO 7.9 MI. TO A CULVERT UNDER THE HIGHWAY.
 ET1040'PULL OFF THE SIDE OF RD. TO THE RIGHT.  STATION IS ABOUT 73
 ET1040'FT. FROM THE CENTER OF THE HIGHWAY IN A NW. DIRECTION.
 ET1040'
 ET1040'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED IT ET 1967 SET IN
 ET1040'A CEMENT FORM PROJECTING 0.2 FT. ABOVE GROUND.
 ET1040'
 ET1040'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1966 SET
 ET1040'IN A CEMENT FORM.
 ET1040'
 ET1040'REFERENCE MARK NO. 2--ARIZONA HIGHWAY DEPARTMENT STANDARD TABLET
 ET1040'STAMPED 2438.97 562+001 1938 SET IN THE SE. HEADWALL OF A CONCRETE
 ET1040'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1030 ***********************************************************************
 ET1030  DESIGNATION -  IVES
 ET1030  PID         -  ET1030
 ET1030  STATE/COUNTY-  AZ/YAVAPAI
 ET1030  USGS QUAD   -  MALPAIS MESA SW (1967)
 ET1030
 ET1030                         *CURRENT SURVEY CONTROL
 ET1030  ___________________________________________________________________
 ET1030* NAD 83(1992)-  34 19 41.68110(N)    113 13 03.43419(W)     ADJUSTED  
 ET1030* NAVD 88     -      1241.8    (meters)    4074.     (feet)  VERTCON   
 ET1030  ___________________________________________________________________
 ET1030  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 ET1030  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 ET1030  HORZ ORDER  -  SECOND
 ET1030
 ET1030.The horizontal coordinates were established by classical geodetic methods
 ET1030.and adjusted by the National Geodetic Survey in August 1993.
 ET1030
 ET1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1030
 ET1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1030
 ET1030.The geoid height was determined by GEOID03.
 ET1030
 ET1030;                    North         East     Units Scale Factor Converg.
 ET1030;SPC AZ C     -   369,827.412    93,644.112   MT  1.00007661   -0 44 01.5
 ET1030;SPC AZ C     - 1,213,344.53    307,231.34   iFT  1.00007661   -0 44 01.5
 ET1030;SPC AZ W     -   369,201.534   262,350.760   MT  0.99996291   +0 18 00.8
 ET1030;SPC AZ W     - 1,211,291.12    860,730.84   iFT  0.99996291   +0 18 00.8
 ET1030;UTM  12      - 3,800,779.306   295,979.930   MT  1.00011310   -1 15 03.7
 ET1030
 ET1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1030!SPC AZ C     -   0.99980970  x   1.00007661  =   0.99988630
 ET1030!SPC AZ W     -   0.99980970  x   0.99996291  =   0.99977262
 ET1030!UTM  12      -   0.99980970  x   1.00011310  =   0.99992278
 ET1030
 ET1030:                Primary Azimuth Mark                     Grid Az
 ET1030:SPC AZ C     -  SAWYER                                   159 15 23.2
 ET1030:SPC AZ W     -  SAWYER                                   158 13 20.9
 ET1030:UTM  12      -  SAWYER                                   159 46 25.4
 ET1030
 ET1030|---------------------------------------------------------------------|
 ET1030| PID    Reference Object                     Distance      Geod. Az  |
 ET1030|                                                           dddmmss.s |
 ET1030| ET1048 SAWYER                              APPROX. 9.7 KM 1583121.7 |
 ET1030| CH2561 IVES RM 1                            12.424 METERS 16508     |
 ET1030| CH2562 IVES RM 2                            10.766 METERS 23332     |
 ET1030|---------------------------------------------------------------------|
 ET1030
 ET1030                          SUPERSEDED SURVEY CONTROL
 ET1030
 ET1030  NAD 83(1986)-  34 19 41.68032(N)    113 13 03.43937(W) AD(       ) 2
 ET1030  NAD 27      -  34 19 41.60422(N)    113 13 00.73488(W) AD(       ) 2
 ET1030  NGVD 29 (07/19/86) 1241.1    (m)         4072.     (f) VERT ANG    3  
 ET1030
 ET1030.Superseded values are not recommended for survey control.
 ET1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1030.See file dsdata.txt to determine how the superseded data were derived.
 ET1030
 ET1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9598000779(NAD 83)
 ET1030_MARKER: DD = SURVEY DISK
 ET1030_SETTING: 0 = UNSPECIFIED SETTING
 ET1030
 ET1030  HISTORY     - Date     Condition        Report By
 ET1030  HISTORY     - 1967     MONUMENTED       USGS
 ET1030
 ET1030                          STATION DESCRIPTION
 ET1030
 ET1030'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JRS)
 ET1030'LOCATED ABOUT 16.9 MI. (AIRLINE) S. OF AND 2.3 MI. W. OF BAGDAD,
 ET1030'ABOUT 4.5 MI. W. OF U.S. NO. 93.  1.6 MI. S. OF SANTA MARIA RIVER,
 ET1030'ON TOP OF A HIGH, PROMINENT BLACK TOP.
 ET1030'
 ET1030'TO REACH FROM INTERSECTION OF U.S. NO. 93 AND NO. 60-70 IN
 ET1030'WICKENBURG.  GO 16 MI. NW. ON NO. 93 TO JUNCTION WITH A.S.H.
 ET1030'NO. 71.  CONTINUE ON NO. 93 FOR 11.6 MI. TO DIRT CROSSROAD. GO LEFT
 ET1030'THROUGH STEEL RIGHT-OF-WAY GATE AND FOLLOW MAIN TRACK RD. 2.1 MI.
 ET1030'AND TAKE RD. FORK RIGHT FOLLOW E. EDGE OF FENCE 0.4 MI. TO RD.
 ET1030'FORK LEFT.  GO 0.4 MI. AND TAKE RD. FORK RIGHT.  GO 0.8 MI. AND
 ET1030'TAKE RD.  FORK RIGHT.  GO 3 MI. AND PASS THROUGH HIGH SADDLE.  BEAR
 ET1030'RIGHT AROUND SMALL, ROCKY TOP (N. SIDE) 1.2 MI. AND PASS
 ET1030'THROUGH WIRE GATE.  GO 0.5 MI. AND TAKE RD. FORK RIGHT.  GO
 ET1030'1.3 MI. AND TAKE OLD CLEARED SCAR TO RIGHT.  GO 1.2 MI., SCAT ENDS
 ET1030'AND BEGINS 4-WHEEL DRIVE TRAVEL.  BEAR RIGHT (E.) AROUND LOW
 ET1030'TOP, CROSS DRAIN, AND FOLLOW ROUGH, ROCKY RIDGES APPROXIMATELY
 ET1030'N. FOR 2 MI. TO BASE OF STEEP DRAIN.  END 4-WHEEL DRIVE TRAVEL.
 ET1030'PACK UP STEEP DRAIN TO HIGHEST POINT AND STATION MARK.  ABOUT
 ET1030'A 45-MINUTE PACK.
 ET1030'
 ET1030'STATION MARK--STANDARD TABLET STAMPED IVES 1966 CEMENTED IN STONE.
 ET1030'
 ET1030'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED RM 1 1966 CEMENTED
 ET1030'IN STONE.
 ET1030'
 ET1030'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED RM 2 1966 CEMENTED
 ET1030'IN STONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0734 ***********************************************************************
 FQ0734  DESIGNATION -  IVES
 FQ0734  PID         -  FQ0734
 FQ0734  STATE/COUNTY-  AZ/NAVAJO
 FQ0734  USGS QUAD   -  STANDING HORSE MESA (1972)
 FQ0734
 FQ0734                         *CURRENT SURVEY CONTROL
 FQ0734  ___________________________________________________________________
 FQ0734* NAD 83(1992)-  35 09 58.63204(N)    110 25 02.23935(W)     ADJUSTED  
 FQ0734* NAVD 88     -      1710.8    (meters)    5613.     (feet)  VERTCON   
 FQ0734  ___________________________________________________________________
 FQ0734  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FQ0734  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 FQ0734  HORZ ORDER  -  FIRST
 FQ0734
 FQ0734.The horizontal coordinates were established by classical geodetic methods
 FQ0734.and adjusted by the National Geodetic Survey in August 1993.
 FQ0734
 FQ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0734
 FQ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0734
 FQ0734.The geoid height was determined by GEOID03.
 FQ0734
 FQ0734;                    North         East     Units Scale Factor Converg.
 FQ0734;SPC AZ E     -   462,049.323   190,529.812   MT  0.99990642   -0 08 39.6
 FQ0734;SPC AZ E     - 1,515,909.85    625,097.81   iFT  0.99990642   -0 08 39.6
 FQ0734;UTM  12      - 3,891,639.300   553,065.885   MT  0.99963470   +0 20 08.2
 FQ0734
 FQ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0734!SPC AZ E     -   0.99973525  x   0.99990642  =   0.99964169
 FQ0734!UTM  12      -   0.99973525  x   0.99963470  =   0.99937005
 FQ0734
 FQ0734:                Primary Azimuth Mark                     Grid Az
 FQ0734:SPC AZ E     -  IVES AZ MK                               064 37 39.0
 FQ0734:UTM  12      -  IVES AZ MK                               064 08 51.2
 FQ0734
 FQ0734|---------------------------------------------------------------------|
 FQ0734| PID    Reference Object                     Distance      Geod. Az  |
 FQ0734|                                                           dddmmss.s |
 FQ0734| CD3525 IVES AZ MK                                         0642859.4 |
 FQ0734| CD3526 IVES RM 1                            13.963 METERS 16433     |
 FQ0734| CD3528 IVES RM 3                            12.777 METERS 18825     |
 FQ0734| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.22.6 KM 2265406.9 |
 FQ0734| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.52.7 KM 2582515.5 |
 FQ0734| CD3527 IVES RM 2                            17.822 METERS 26300     |
 FQ0734|---------------------------------------------------------------------|
 FQ0734
 FQ0734                          SUPERSEDED SURVEY CONTROL
 FQ0734
 FQ0734  NAD 83(1986)-  35 09 58.62634(N)    110 25 02.24172(W) AD(       ) 1
 FQ0734  NAD 27      -  35 09 58.56800(N)    110 24 59.77100(W) AD(       ) 1
 FQ0734  NGVD 29 (07/19/86) 1710.0    (m)         5610.     (f) VERT ANG    3  
 FQ0734
 FQ0734.Superseded values are not recommended for survey control.
 FQ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0734.See file dsdata.txt to determine how the superseded data were derived.
 FQ0734
 FQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5306691639(NAD 83)
 FQ0734_MARKER: DS = TRIANGULATION STATION DISK
 FQ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0734
 FQ0734  HISTORY     - Date     Condition        Report By
 FQ0734  HISTORY     - 1936     MONUMENTED       CGS
 FQ0734  HISTORY     - 1941     GOOD             CGS
 FQ0734  HISTORY     - 1959     GOOD             CGS
 FQ0734  HISTORY     - 1979     GOOD             AZDT
 FQ0734
 FQ0734                          STATION DESCRIPTION
 FQ0734
 FQ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0734'STATION IS ABOUT 15 MILES NORTH AND 4 MILES WEST OF JOSEPH
 FQ0734'CITY, ABOUT 14 MILES EAST OF THE LITTLE COLORADO RIVER, ABOUT
 FQ0734'0.3 MILE SOUTH OF THE SOUTH BOUNDARY FENCE OF THE NAVAJO
 FQ0734'INDIAN RESERVATION AND ON THE SOUTHWEST CORNER OF A BENCH OF
 FQ0734'THE IVES MESA.  THE MESA DROPS ABRUPTLY SOUTH AND WEST OF THE
 FQ0734'STATION AND THE MARK IS ABOUT 15 YARDS NORTH OF THE EDGE
 FQ0734'OF THE BLUFF TO THE SOUTH AND ABOUT 70 YARDS EAST OF THE
 FQ0734'TOP OF THE BLUFF TO THE WEST WHERE IT RECEDES TO THE NORTH.
 FQ0734'THE MARK IS ON THE HIGHEST POINT.
 FQ0734'
 FQ0734'THE REFERENCE MARKS ARE SET ON ROCK OUTCROPS AT THE TOP
 FQ0734'OF THE SLOPES.
 FQ0734'
 FQ0734'THE AZIMUTH MARK IS ABOUT 3/4 MILE EAST-NORTHEAST OF THE
 FQ0734'STATION AT THE CATTLE GUARD ON THE BLADED ROAD AND THE RESERVATION
 FQ0734'FENCE LINE.  THE MARK IS SET IN THE CONCRETE FOUNDATION,
 FQ0734'ON THE SOUTH SIDE AND ABOUT 1-1/2 FEET WEST OF THE SOUTHEAST
 FQ0734'CORNER.
 FQ0734'
 FQ0734'TO REACH FROM JOSEPH CITY GO WEST ON U.S. HIGHWAY 66 FROM
 FQ0734'RICHARDS GROCERY.  AT 0.4 MILE TURN RIGHT AND GO NORTH ON
 FQ0734'BLADED ROAD ABOUT 50 FEET WEST OF CONCRETE BRIDGE ON HIGHWAY
 FQ0734'66, AT 5.2 MILES AIR BEACON NO. 48 WEST OF ROAD, CONTINUE
 FQ0734'NORTH.  AT 9.7 MILES CROSS COTTONWOOD WASH, AT 16.2 MILES
 FQ0734'CATTLE GUARD IN SOUTH FENCE OF NAVAJO INDIAN RESERVATION,
 FQ0734'AND AZIMUTH MARK.  LEAVE BLADED ROAD, PASS THROUGH NORTH-SOUTH
 FQ0734'FENCE AND GO WEST ALONG SOUTH SIDE OF RESERVATION FENCE
 FQ0734'LINE, DETOURING TO SOUTH TO CROSS SMALL WASHES.  AT 16.8
 FQ0734'MILES TOP OF RIDGE, TURN LEFT AND GO SOUTH TO EDGE OF MESA
 FQ0734'AND STATION.  AT 17.1 MILES EDGE OF MESA AND STATION.
 FQ0734'
 FQ0734'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE DISKS SET IN CONCRETE.
 FQ0734
 FQ0734                          STATION RECOVERY (1941)
 FQ0734
 FQ0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EBP)
 FQ0734'STATION, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE RECOVERED
 FQ0734'AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN
 FQ0734'SET IN A LOOSE ROCK AT THE EDGE OF THE RIM AND HAS BEEN MOVED
 FQ0734'FROM ITS ORIGINAL POSITION.  IT IS CONSIDERED LOST.
 FQ0734'
 FQ0734'THE ROUTE DESCRIBED BY J.B., JR. TO THE STATION HAS BEEN
 FQ0734'WASHED OUT AND APPARENTLY ABANDONED.  A NEW ROUTE VIA WINSLOW
 FQ0734'IS AS FOLLOWS--GO E FOR 3.3 MI. TO THE KEAMS CANYON ROAD TO
 FQ0734'THE N AT A SHELL STATION, TURN LEFT AND GO N FOR 19.4 MI.
 FQ0734'TO A ROAD FORK AT THE TOP OF THE BADLANDS RIM, TAKE THE
 FQ0734'RIGHT FORK AND GO E ON AN OLD BLADED ROAD FOR 2.0 MI., TURN
 FQ0734'RIGHT AND GO ON THE OLD HOLBROOK ROAD FOR 2.5 MI. TO THE
 FQ0734'AZIMUTH MARK IN THE E BASE OF THE CATTLE GUARD IN THE
 FQ0734'RESERVATION FENCE AS DESCRIBED BY J.B., JR., CONTINUE S
 FQ0734'FOR 0.8 MI.  TO A GATE ON A LOW HILL ON THE W SIDE OF
 FQ0734'THE ROAD, TURN IN HERE AND GO W AROUND A DIRT TANK, AND
 FQ0734'THEN N ACROSS COUNTRY FOR 0.8 MI. TO THE TOP OF THE MESA
 FQ0734'AND THE STATION.
 FQ0734
 FQ0734                          STATION RECOVERY (1959)
 FQ0734
 FQ0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0734'STATION WAS RECOVERED AND ALL THE MARKS FOUND IN GOOD CONDITION,
 FQ0734'AS DESCRIBED.
 FQ0734'
 FQ0734'REACHED FROM THE POST OFFICE AT JOSEPH CITY, GO WEST ON U.S.
 FQ0734'HIGHWAY 66 FOR 0.4 MILE TO JUST AFTER CROSSING A LARGE CEMENT
 FQ0734'CULVERT.  TURN RIGHT, NORTH, FOLLOW THE GRADED ROAD NORTH
 FQ0734'FOR 4.8 MILES TO THE END OF THE POWER LINE WHERE AIR BEACON
 FQ0734'NO. 48 HAS BEEN REMOVECONTINUE AHEAD NORTH ON THE BLADED
 FQ0734'ROAD FOR 3.8 MILES TO A Y-FORK, JUST AFTER CROSSING A LARGE
 FQ0734'WASH, TAKE THE LEFT ROAD, GO NORTHWEST FOR 0.7 MILE TO
 FQ0734'COTTONWOOD CREEK.  THIS IS ABOUT 0.1 MILE NORTHWEST OF A
 FQ0734'WIND-MILL AND CORRAL.  FROM COTTONWOOD CREEK CONTINUE
 FQ0734'AHEAD FOR 0.7 MILE TO A T-ROAD, KEEP RIGHT, AHEAD, FOR
 FQ0734'0.6 MILE TO A Y-FORK, TAKE LEFT, THROUGH A WIRE GATE.
 FQ0734'CONTINUE AHEAD NORTH AND NORTHWEST ON THE BLADED ROAD
 FQ0734'FOR 2.9 MILES TO A Y-FORK, KEEP RIGHT, NORTH, GO 2.4 MILE
 FQ0734'TO THE SOUTH BOUNDRY FENCE OF THE NAVAJO INDIAN
 FQ0734'RESERVATION AND THE AZIMUTH MARK.  FROM HERE GO SOUTHWEST
 FQ0734'ACROSS COUNTRY 0.7 MILE TO THE STATION.
 FQ0734
 FQ0734                          STATION RECOVERY (1979)
 FQ0734
 FQ0734'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0734'THE STATION IS LOCATED ABOUT 18.5 AIRLINE MILES ENE OF WINSLOW 1.9
 FQ0734'MILES EAST OF SR 87 AND 1500 FT SOUTH OF THE INDIAN RESERVATION BDY.
 FQ0734'
 FQ0734'THE STATION MARK IS A STANDARD DISK SET IN CONCRETE POST STAMPED  ---
 FQ0734'IVES 1936---FOUND IN GOOD CONDITION.
 FQ0734'
 FQ0734'REFERENCE MARK 1 WAS SET IN ROCK LEDGE THAT HAS BROKEN AWAY AND
 FQ0734'SHIFTED REFERENCE MARK 3 WAS SET TO REPLACE RM 1.  RM 3 IS AN AZDT
 FQ0734'DISK EPOXIED TO ROCK OUTCROP STAMPED ---IVES NGS RM 3 1980 ---
 FQ0734'
 FQ0734'REFERENCE MARK 2 IS A USGS DISK STAMPED---IVES NO 2 1936---FOUND IN
 FQ0734'GOOD CONDITION 58.5 FT WEST OF THE STATION.  A NEW ROUTE TO THE
 FQ0734'STATION FOLLOWS.
 FQ0734'
 FQ0734'TO REACH FROM THE JCT OF I 40 AND SR 87.   3.5 MILES EAST OF WINSLOW.
 FQ0734'TURN LEFT ON SR 87 AND TRAVEL NORTH EASTERLY FOR 19 MILES TO A CROSS
 FQ0734'ROAD ON TOP THE MESA, TURN RIGHT AND TRAVEL EAST ON MAIN BLADED ROAD
 FQ0734'FOR 1.3 MILES TO THE EL PASO PIPELINE, TURN RIGHT ON PIPE LINE RD AND
 FQ0734'TRAVEL 2.6 MILES SOUTHEASTERLY TO THE RESERVATION FENCE TURN RIGHT AND
 FQ0734'GO ACROSS COUNTRY FOR ABOUT 1000 FT TO A WOODEN GATE AND AN OLD
 FQ0734'ABANDONED CATTLE GUARD (AZ. MK. IN HEADWALL) GO THROUGH GATE, TURN
 FQ0734'RIGHT AND GO SOUTHWESERLY ACROSS COUNTRY TO A NORTH SOUTH FENCE AND
 FQ0734'ETT, PACK WEST FOR ABOUT 500 FT AND STATION. A FIVE MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6822 ***********************************************************************
 AC6822  SACS        -  This is a Secondary Airport Control Station.
 AC6822  DESIGNATION -  IWA A
 AC6822  PID         -  AC6822
 AC6822  STATE/COUNTY-  AZ/MARICOPA
 AC6822  USGS QUAD   -  HIGLEY (1981)
 AC6822
 AC6822                         *CURRENT SURVEY CONTROL
 AC6822  ___________________________________________________________________
 AC6822* NAD 83(2007)-  33 18 30.45123(N)    111 39 27.16913(W)     ADJUSTED  
 AC6822* NAVD 88     -       413.93   (meters)    1358.0    (feet)  GPS OBS   
 AC6822  ___________________________________________________________________
 AC6822  EPOCH DATE  -        2007.00
 AC6822  X           -  -1,969,326.583 (meters)                     COMP
 AC6822  Y           -  -4,959,392.293 (meters)                     COMP
 AC6822  Z           -   3,482,810.509 (meters)                     COMP
 AC6822  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 AC6822  ELLIP HEIGHT-         384.230 (meters)          (02/10/07) ADJUSTED
 AC6822  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AC6822
 AC6822  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6822  Type    PID    Designation                      North   East  Ellip
 AC6822  -------------------------------------------------------------------
 AC6822  NETWORK AC6822 IWA A                             0.59   0.55   1.18
 AC6822  -------------------------------------------------------------------
 AC6822
 AC6822.This mark is at Phoenix-Williams Gateway Airport (IWA)
 AC6822
 AC6822.The horizontal coordinates were established by GPS observations
 AC6822.and adjusted by the National Geodetic Survey in February 2007.
 AC6822
 AC6822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6822.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6822.The horizontal coordinates are valid at the epoch date displayed above.
 AC6822.The epoch date for horizontal control is a decimal equivalence
 AC6822.of Year/Month/Day.
 AC6822
 AC6822.The orthometric height was determined by GPS observations and a
 AC6822.high-resolution geoid model.
 AC6822
 AC6822.GPS derived orthometric heights for airport stations designated as
 AC6822.PACS or SACS are published to 2 decimal places.  This maintains
 AC6822.centimeter relative accuracy between the PACS and SACS.  It does
 AC6822.not indicate centimeter accuracy relative to other marks which are
 AC6822.part of the NAVD 88 network.
 AC6822
 AC6822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6822
 AC6822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6822
 AC6822.The ellipsoidal height was determined by GPS observations
 AC6822.and is referenced to NAD 83.
 AC6822
 AC6822.The geoid height was determined by GEOID03.
 AC6822
 AC6822;                    North         East     Units Scale Factor Converg.
 AC6822;SPC AZ C     -   255,988.373   237,488.574   MT  0.99990718   +0 08 32.3
 AC6822;SPC AZ C     -   839,856.87    779,161.99   iFT  0.99990718   +0 08 32.3
 AC6822;UTM  12      - 3,685,676.437   438,788.793   MT  0.99964619   -0 21 40.0
 AC6822
 AC6822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6822!SPC AZ C     -   0.99993968  x   0.99990718  =   0.99984687
 AC6822!UTM  12      -   0.99993968  x   0.99964619  =   0.99958589
 AC6822
 AC6822                          SUPERSEDED SURVEY CONTROL
 AC6822
 AC6822  ELLIP H (01/12/01)  384.254  (m)                       GP(       ) 4 1
 AC6822  NAD 83(1992)-  33 18 30.45002(N)    111 39 27.16788(W) AD(       ) 1
 AC6822  ELLIP H (03/14/97)  384.308  (m)                       GP(       ) 3 1
 AC6822
 AC6822.Superseded values are not recommended for survey control.
 AC6822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6822.See file dsdata.txt to determine how the superseded data were derived.
 AC6822
 AC6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3878985676(NAD 83)
 AC6822_MARKER: DD = SURVEY DISK
 AC6822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6822_SP_SET: CONCRETE FOUNDATION
 AC6822_STAMPING: IWA A 1995
 AC6822_MARK LOGO: NOS   
 AC6822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6822+STABILITY: SURFACE MOTION
 AC6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6822+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AC6822
 AC6822  HISTORY     - Date     Condition        Report By
 AC6822  HISTORY     - 1995     MONUMENTED       NOS
 AC6822  HISTORY     - 19951217 GOOD             CHANCE
 AC6822  HISTORY     - 19970520 GOOD             NOS
 AC6822
 AC6822                          STATION DESCRIPTION
 AC6822
 AC6822'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JDH)
 AC6822'THE STATION IS LOCATED AT MID FIELD BETWEEN RWYS 12C/30C AND 12R/30L,
 AC6822'430 FT (131.1 M) SW OF THE RWY EDGE, 205 FT (62.5 M) NE OF THE CL
 AC6822'SERVICE RD.  145 FT (44.2 M) SE OF THE EDGE OF THE MID FIELD TXWY,
 AC6822'32.2 FT (9.8 M) NE OF EDGE OF A PAVED PAD.  THE MARK IS AN NOS DISK
 AC6822'SET IN A 20 FT (6.1 M) CONCRETE RING, NE SECTION, AND STAMPED IWA A
 AC6822'1995, FLUSH WITH THE GROUND.
 AC6822
 AC6822                          STATION RECOVERY (1995)
 AC6822
 AC6822'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6822'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHEAST OF THE
 AC6822'CITY OF MESA AT THE WILLIAMS GATEWAY AIRPORT.  OWNERSHIP -- CITY OF
 AC6822'PHOENIX,KEVIN MENTZER - AIRPORT OPERATIONS SPECIALIST, PHONE (602)
 AC6822'988-3633 TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND
 AC6822'POWER ROAD (EXIT 188 ON US HIGHWAY 60) IN MESA, PROCEED SOUTH ON POWER
 AC6822'ROAD FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH WILLIAMS FIELD ROAD.
 AC6822'TURN LEFT AND GO EAST ON WILLIAMS FIELD ROAD FOR 0.3 KM (0.20 MI) TO
 AC6822'THE BASE GATE.  CONTINUE EAST FOR 1.6 KM (1.00 MI) TO THE BASE
 AC6822'OPERATIONS BUILDING AND FIRE DEPARTMENT BUILDING ON THE LEFT.  ENTER
 AC6822'THE AIRFIELD SOUTH OF THE FIRE DEPARTMENT BUILDING AND PROCEED EAST
 AC6822'FOR 0.8 KM (0.50 MI) CROSSING TAXIWAY 1 AND THE APRON AND CONTINUING
 AC6822'ALONG TAXIWAY 3 TO THE JUNCTION WITH RUNWAY 12R-30L.  CROSS RUNWAY
 AC6822'12R-30L AND GO NORTHEAST ALONG TAXIWAY 6 FOR 0.3 KM (0.20 MI) TO THE
 AC6822'STATION ON THE RIGHT SET IN A 6.0 M (19.7 FT) DIA CONCRETE FOUNDATION
 AC6822'SOUTHWEST OF RUNWAY 12C-30C AND SOUTHEAST OF TAXIWAY 6 THE STATION IS
 AC6822'A STANDARD DISK SET INTO THE TOP OF A 6.0 M (19.7 FT) DIA CONCRETE
 AC6822'RING FOUNDATION.  THE STATION IS LOCATED ON THE NORTHEAST QUADRANT OF
 AC6822'THE CIRCULAR FOUNDATION, 131 M (429.8 FT) SOUTHWEST OF THE SOUTHWEST
 AC6822'EDGE OF RUNWAY 12C-30C, 62.5 M (205.1 FT) NORTHEAST OF THE CENTERLINE
 AC6822'OF A SERVICE ROAD, 44.2 M (145.0 FT) SOUTHEAST OF OF THE SOUTHEAST
 AC6822'EDGE OF TAXIWAY 6, 9.81 M (32.18 FT) NORTHEAST OF THE NORTHEAST EDGE
 AC6822'OF A PAVED PAD, 27.90 M (91.54 FT) NORTHWEST OF A CONCRETE VAULT WITH
 AC6822'COVER PLATE, AND 0.9 M (3.0 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS
 AC6822'POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6822'(SACS) - ARIZONA ANA SURVEYS 1996
 AC6822
 AC6822                          STATION RECOVERY (1997)
 AC6822
 AC6822'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (ED)
 AC6822'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHEAST OF THE
 AC6822'CITY OF MESA AT THE WILLIAMS GATEWAY AIRPORT.  OWNERSHIP -- CITY OF
 AC6822'PHOENIX,KEVIN MENTZER - AIRPORT OPERATIONS SPECIALIST, PHONE (602)
 AC6822'988-3633 TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND
 AC6822'POWER ROAD (EXIT 188 ON US HIGHWAY 60) IN MESA, PROCEED SOUTH ON POWER
 AC6822'ROAD FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH WILLIAMS FIELD ROAD.
 AC6822'TURN LEFT AND GO EAST ON WILLIAMS FIELD ROAD FOR 0.3 KM (0.20 MI) TO
 AC6822'THE BASE GATE.  CONTINUE EAST FOR 1.6 KM (1.00 MI) TO THE BASE
 AC6822'OPERATIONS BUILDING AND FIRE DEPARTMENT BUILDING ON THE LEFT.  ENTER
 AC6822'THE AIRFIELD SOUTH OF THE FIRE DEPARTMENT BUILDING AND PROCEED EAST
 AC6822'FOR 0.8 KM (0.50 MI) CROSSING TAXIWAY 1 AND THE APRON AND CONTINUING
 AC6822'ALONG TAXIWAY 3 TO THE JUNCTION WITH RUNWAY 12R-30L. CROSS RUNWAY
 AC6822'12R-30L AND GO NORTHEAST ALONG TAXIWAY 6 FOR 0.3 KM (0.20 MI) TO THE
 AC6822'STATION ON THE RIGHT SET IN A 6.0 M (19.7 FT) DIA CONCRETE FOUNDATION
 AC6822'SOUTHWEST OF RUNWAY 12C-30C AND SOUTHEAST OF TAXIWAY 6 THE STATION IS
 AC6822'A STANDARD DISK SET INTO THE TOP OF A 6.0 M (19.7 FT) DIA CONCRETE
 AC6822'RING FOUNDATION.  THE STATION IS LOCATED ON THE NORTHEAST QUADRANT OF
 AC6822'THE CIRCULAR FOUNDATION, 131 M (429.8 FT) SOUTHWEST OF THE SOUTHWEST
 AC6822'EDGE OF RUNWAY 12C-30C, 62.5 M (205.1 FT) NORTHEAST OF THE CENTERLINE
 AC6822'OF A SERVICE ROAD, 44.2 M (145.0 FT) SOUTHEAST OF OF THE SOUTHEAST
 AC6822'EDGE OF TAXIWAY 6, 9.81 M (32.18 FT) NORTHEAST OF THE NORTHEAST EDGE
 AC6822'OF A PAVED PAD, 27.90 M (91.54 FT) NORTHWEST OF A CONCRETE VAULT WITH
 AC6822'COVER PLATE, AND 0.9 M (3.0 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS
 AC6822'POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC6822'(SACS) - ARIZONA ANA SURVEYS 1996
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6823 ***********************************************************************
 AC6823  SACS        -  This is a Secondary Airport Control Station.
 AC6823  DESIGNATION -  IWA B
 AC6823  PID         -  AC6823
 AC6823  STATE/COUNTY-  AZ/MARICOPA
 AC6823  USGS QUAD   -  HIGLEY (1981)
 AC6823
 AC6823                         *CURRENT SURVEY CONTROL
 AC6823  ___________________________________________________________________
 AC6823* NAD 83(2007)-  33 19 09.61113(N)    111 39 57.71752(W)     ADJUSTED  
 AC6823* NAVD 88     -       410.30   (meters)    1346.1    (feet)  GPS OBS   
 AC6823  ___________________________________________________________________
 AC6823  EPOCH DATE  -        2007.00
 AC6823  X           -  -1,969,815.291 (meters)                     COMP
 AC6823  Y           -  -4,958,481.916 (meters)                     COMP
 AC6823  Z           -   3,483,816.775 (meters)                     COMP
 AC6823  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AC6823  ELLIP HEIGHT-         380.597 (meters)          (02/10/07) ADJUSTED
 AC6823  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AC6823
 AC6823  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6823  Type    PID    Designation                      North   East  Ellip
 AC6823  -------------------------------------------------------------------
 AC6823  NETWORK AC6823 IWA B                             0.59   0.57   1.20
 AC6823  -------------------------------------------------------------------
 AC6823
 AC6823.This mark is at Phoenix-Williams Gateway Airport (IWA)
 AC6823
 AC6823.The horizontal coordinates were established by GPS observations
 AC6823.and adjusted by the National Geodetic Survey in February 2007.
 AC6823
 AC6823.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6823.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6823.The horizontal coordinates are valid at the epoch date displayed above.
 AC6823.The epoch date for horizontal control is a decimal equivalence
 AC6823.of Year/Month/Day.
 AC6823
 AC6823.The orthometric height was determined by GPS observations and a
 AC6823.high-resolution geoid model.
 AC6823
 AC6823.GPS derived orthometric heights for airport stations designated as
 AC6823.PACS or SACS are published to 2 decimal places.  This maintains
 AC6823.centimeter relative accuracy between the PACS and SACS.  It does
 AC6823.not indicate centimeter accuracy relative to other marks which are
 AC6823.part of the NAVD 88 network.
 AC6823
 AC6823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6823
 AC6823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6823
 AC6823.The ellipsoidal height was determined by GPS observations
 AC6823.and is referenced to NAD 83.
 AC6823
 AC6823.The geoid height was determined by GEOID03.
 AC6823
 AC6823;                    North         East     Units Scale Factor Converg.
 AC6823;SPC AZ C     -   257,192.778   236,695.510   MT  0.99990671   +0 08 15.6
 AC6823;SPC AZ C     -   843,808.33    776,560.07   iFT  0.99990671   +0 08 15.6
 AC6823;UTM  12      - 3,686,887.450   438,006.546   MT  0.99964738   -0 21 57.1
 AC6823
 AC6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6823!SPC AZ C     -   0.99994025  x   0.99990671  =   0.99984697
 AC6823!UTM  12      -   0.99994025  x   0.99964738  =   0.99958765
 AC6823
 AC6823                          SUPERSEDED SURVEY CONTROL
 AC6823
 AC6823  ELLIP H (01/12/01)  380.621  (m)                       GP(       ) 4 1
 AC6823  NAD 83(1992)-  33 19 09.60992(N)    111 39 57.71628(W) AD(       ) 1
 AC6823  ELLIP H (03/14/97)  380.675  (m)                       GP(       ) 3 1
 AC6823
 AC6823.Superseded values are not recommended for survey control.
 AC6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6823.See file dsdata.txt to determine how the superseded data were derived.
 AC6823
 AC6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3800786887(NAD 83)
 AC6823_MARKER: DD = SURVEY DISK
 AC6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6823_STAMPING: IWA B 1995
 AC6823_MARK LOGO: NOS   
 AC6823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6823+STABILITY: SURFACE MOTION
 AC6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6823+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AC6823
 AC6823  HISTORY     - Date     Condition        Report By
 AC6823  HISTORY     - 1995     MONUMENTED       NOS
 AC6823  HISTORY     - 19951217 GOOD             CHANCE
 AC6823  HISTORY     - 19970520 GOOD             NOS
 AC6823
 AC6823                          STATION DESCRIPTION
 AC6823
 AC6823'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JDH)
 AC6823'THE STATION IS LOCATED AT THE NORTH END OF THE FIELD BETWEEN THE
 AC6823'STOPWAYS 12L AND 12C, 985 FT (300.2 M) EAST OF THE LOC (30C) , 342.8
 AC6823'FT (104.5 M) NE OF STPWY EDGE, 84.1 FT (25.6 M) SW OF A CONCRETE DRAIN
 AC6823'DITCH, 85.2 FT (26.0 M) NE OF A LOC CALIBRATION DISK.  THE MARK IS SET
 AC6823'IN A CONCRETE MONUMENT WITH A CALIBRATION DISK.  THE MARK IS AN NOS
 AC6823'DISK STAMPED IWA B 1995, AND FLUSH WITH THE GROUND.
 AC6823
 AC6823                          STATION RECOVERY (1995)
 AC6823
 AC6823'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6823'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHEAST OF THE
 AC6823'CITY OF MESA AT THE WILLIAMS GATEWAY AIRPORT.  OWNERSHIP -- CITY OF
 AC6823'PHOENIX,KEVIN MENTZER - AIRPORT OPERATIONS SPECIALIST, PHONE (602)
 AC6823'988-3633 TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND
 AC6823'POWER ROAD (EXIT 188 ON US HIGHWAY 60) IN MESA, PROCEED SOUTH ON POWER
 AC6823'ROAD FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH WILLIAMS FIELD ROAD.
 AC6823'TURN LEFT AND GO EAST ON WILLIAMS FIELD ROAD FOR 0.3 KM (0.20 MI) TO
 AC6823'THE BASE GATE.  CONTINUE EAST FOR 1.6 KM (1.00 MI) TO THE BASE
 AC6823'OPERATIONS BUILDING AND FIRE DEPARTMENT BUILDING ON THE LEFT.  ENTER
 AC6823'THE AIRFIELD SOUTH OF THE FIRE DEPARTMENT BUILDING AND PROCEED NORTH
 AC6823'AND NORTHWEST FOLLOWING TAXIWAY 1 FOR 1.3 KM (0.80 MI) TO THE JUNCTION
 AC6823'WITH TAXIWAY 5.  TURN RIGHT AND GO EAST ON TAXIWAY 5 FOR 0.8 KM (0.50
 AC6823'MI) CROSSING RUNWAY 12R-30L AND RUNWAY 12C-30C.  AT THE NORTHEAST EDGE
 AC6823'OF RUNWAY 12C-30C TURN LEFT AND GO NORTH FOR 0.15 KM (0.10 MI) ACROSS
 AC6823'HARD SOIL TO THE STATION THE STATION IS A STANDARD DISK SET INTO THE
 AC6823'TOP OF A CONCRETE MONUMENT WITH A CALIBRATION DISK LOCATED FLUSH WITH
 AC6823'THE GROUND.  THE STATION IS LOCATED 300M EAST OF THE LOC (30C) , 103.8
 AC6823'M (340.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE OVERRUN AT THE
 AC6823'APPROACH END OF RUNWAY 12C, 25.63 M (84.09 FT) SOUTHWEST OF A DRAINAGE
 AC6823'DITCH, 25.97 M (85.20 FT) NORTHEAST OF A LOC CALIBRATION DISK, 182.3 M
 AC6823'(598.1 FT) NORTH OF THE THE NORTHEAST CORNER OF THE PAVEMENT AT THE
 AC6823'APPROACH END OF RUNWAY 12C, AND 0.9 M (3.0 FT) SOUTHWEST OF A
 AC6823'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6823'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6823
 AC6823                          STATION RECOVERY (1997)
 AC6823
 AC6823'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (ED)
 AC6823'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHEAST OF THE
 AC6823'CITY OF MESA AT THE WILLIAMS GATEWAY AIRPORT.  OWNERSHIP -- CITY OF
 AC6823'PHOENIX,KEVIN MENTZER - AIRPORT OPERATIONS SPECIALIST, PHONE (602)
 AC6823'988-3633 TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND
 AC6823'POWER ROAD (EXIT 188 ON US HIGHWAY 60) IN MESA, PROCEED SOUTH ON POWER
 AC6823'ROAD FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH WILLIAMS FIELD ROAD.
 AC6823'TURN LEFT AND GO EAST ON WILLIAMS FIELD ROAD FOR 0.3 KM (0.20 MI) TO
 AC6823'THE BASE GATE.  CONTINUE EAST FOR 1.6 KM (1.00 MI) TO THE BASE
 AC6823'OPERATIONS BUILDING AND FIRE DEPARTMENT BUILDING ON THE LEFT.  ENTER
 AC6823'THE AIRFIELD SOUTH OF THE FIRE DEPARTMENT BUILDING AND PROCEED NORTH
 AC6823'AND NORTHWEST FOLLOWING TAXIWAY 1 FOR 1.3 KM (0.80 MI) TO THE JUNCTION
 AC6823'WITH TAXIWAY 5.  TURN RIGHT AND GO EAST ON TAXIWAY 5 FOR 0.8 KM (0.50
 AC6823'MI) CROSSING RUNWAY 12R-30L AND RUNWAY 12C-30C.  AT THE NORTHEAST EDGE
 AC6823'OF RUNWAY 12C-30C TURN LEFT AND GO NORTH FOR 0.15 KM (0.10 MI) ACROSS
 AC6823'HARD SOIL TO THE STATION THE STATION IS A STANDARD DISK SET INTO THE
 AC6823'TOP OF A CONCRETE MONUMENT WITH A CALIBRATION DISK LOCATED FLUSH WITH
 AC6823'THE GROUND.  THE STATION IS LOCATED 300M EAST OF THE LOC (30C) , 103.8
 AC6823'M (340.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE OVERRUN AT THE
 AC6823'APPROACH END OF RUNWAY 12C, 25.63 M (84.09 FT) SOUTHWEST OF A DRAINAGE
 AC6823'DITCH, 25.97 M (85.20 FT) NORTHEAST OF A LOC CALIBRATION DISK, 182.3 M
 AC6823'(598.1 FT) NORTH OF THE THE NORTHEAST CORNER OF THE PAVEMENT AT THE
 AC6823'APPROACH END OF RUNWAY 12C, AND 0.9 M (3.0 FT) SOUTHWEST OF A
 AC6823'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6823'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6821 ***********************************************************************
 AC6821  PACS        -  This is a Primary Airport Control Station.
 AC6821  DESIGNATION -  IWA C
 AC6821  PID         -  AC6821
 AC6821  STATE/COUNTY-  AZ/MARICOPA
 AC6821  USGS QUAD   -  HIGLEY (1981)
 AC6821
 AC6821                         *CURRENT SURVEY CONTROL
 AC6821  ___________________________________________________________________
 AC6821* NAD 83(2007)-  33 17 33.85321(N)    111 38 54.10266(W)     ADJUSTED  
 AC6821* NAVD 88     -       420.75   (meters)    1380.4    (feet)  GPS OBS   
 AC6821  ___________________________________________________________________
 AC6821  EPOCH DATE  -        2007.00
 AC6821  X           -  -1,968,886.811 (meters)                     COMP
 AC6821  Y           -  -4,960,603.103 (meters)                     COMP
 AC6821  Z           -   3,481,356.790 (meters)                     COMP
 AC6821  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AC6821  ELLIP HEIGHT-         391.054 (meters)          (02/10/07) ADJUSTED
 AC6821  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 AC6821
 AC6821  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6821  Type    PID    Designation                      North   East  Ellip
 AC6821  -------------------------------------------------------------------
 AC6821  NETWORK AC6821 IWA C                             0.49   0.47   1.16
 AC6821  -------------------------------------------------------------------
 AC6821
 AC6821.This mark is at Phoenix-Williams Gateway Airport (IWA)
 AC6821
 AC6821.The horizontal coordinates were established by GPS observations
 AC6821.and adjusted by the National Geodetic Survey in February 2007.
 AC6821
 AC6821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6821.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6821.The horizontal coordinates are valid at the epoch date displayed above.
 AC6821.The epoch date for horizontal control is a decimal equivalence
 AC6821.of Year/Month/Day.
 AC6821
 AC6821.The orthometric height was determined by GPS observations and a
 AC6821.high-resolution geoid model.
 AC6821
 AC6821.GPS derived orthometric heights for airport stations designated as
 AC6821.PACS or SACS are published to 2 decimal places.  This maintains
 AC6821.centimeter relative accuracy between the PACS and SACS.  It does
 AC6821.not indicate centimeter accuracy relative to other marks which are
 AC6821.part of the NAVD 88 network.
 AC6821
 AC6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6821
 AC6821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6821
 AC6821.The ellipsoidal height was determined by GPS observations
 AC6821.and is referenced to NAD 83.
 AC6821
 AC6821.The geoid height was determined by GEOID03.
 AC6821
 AC6821;                    North         East     Units Scale Factor Converg.
 AC6821;SPC AZ C     -   254,247.014   238,348.356   MT  0.99990770   +0 08 50.2
 AC6821;SPC AZ C     -   834,143.75    781,982.80   iFT  0.99990770   +0 08 50.2
 AC6821;UTM  12      - 3,683,928.051   439,633.024   MT  0.99964493   -0 21 21.3
 AC6821
 AC6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6821!SPC AZ C     -   0.99993861  x   0.99990770  =   0.99984632
 AC6821!UTM  12      -   0.99993861  x   0.99964493  =   0.99958356
 AC6821
 AC6821                          SUPERSEDED SURVEY CONTROL
 AC6821
 AC6821  ELLIP H (01/12/01)  391.078  (m)                       GP(       ) 4 1
 AC6821  NAD 83(1992)-  33 17 33.85201(N)    111 38 54.10142(W) AD(       ) B
 AC6821  ELLIP H (03/14/97)  391.132  (m)                       GP(       ) 3 1
 AC6821
 AC6821.Superseded values are not recommended for survey control.
 AC6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6821.See file dsdata.txt to determine how the superseded data were derived.
 AC6821
 AC6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3963383928(NAD 83)
 AC6821_MARKER: I = METAL ROD
 AC6821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6821_STAMPING: IWA C 1996
 AC6821_MARK LOGO: NGS   
 AC6821_PROJECTION: FLUSH
 AC6821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6821+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AC6821_ROD/PIPE-DEPTH: 11.8 meters
 AC6821
 AC6821  HISTORY     - Date     Condition        Report By
 AC6821  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6821  HISTORY     - 19970520 GOOD             NGS
 AC6821
 AC6821                          STATION DESCRIPTION
 AC6821
 AC6821'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6821'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHEAST OF THE
 AC6821'CITY OF MESA AT THE WILLIAMS GATEWAY AIRPORT.  OWNERSHIP -- CITY OF
 AC6821'PHOENIX,KEVIN MENTZER - AIRPORT OPERATIONS SPECIALIST, PHONE (602)
 AC6821'988-3633 TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND
 AC6821'POWER ROAD (EXIT 188 ON US HIGHWAY 60) IN MESA, PROCEED SOUTH ON POWER
 AC6821'ROAD FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH WILLIAMS FIELD ROAD.
 AC6821'TURN LEFT AND GO EAST ON WILLIAMS FIELD ROAD FOR 0.3 KM (0.20 MI) TO
 AC6821'THE BASE GATE.  CONTINUE EAST FOR 1.6 KM (1.00 MI) TO THE BASE
 AC6821'OPERATIONS BUILDING AND FIRE DEPARTMENT BUILDING ON THE LEFT.  ENTER
 AC6821'THE AIRFIELD SOUTH OF THE FIRE DEPARTMENT BUILDING AND PROCEED EAST
 AC6821'FOR 0.5 KM (0.30 MI) CROSSING TAXIWAY 1 AND THE APRON AND CONTINUING
 AC6821'ALONG TAXIWAY 3 TO THE JUNCTION WITH TAXIWAY 7.  TURN RIGHT AND GO
 AC6821'SOUTHEAST ON TAXIWAY 7 FOR 2.1 KM (1.30 MI) TO THE JUNCTION WITH A
 AC6821'GRAVEL ROAD ON THE RIGHT AT THE JUNCTION OF TAXIWAYS 7 AND 10.  TURN
 AC6821'RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.15 KM (0.10 MI) TO THE
 AC6821'JUNCTION WITH AN ELEVATED PERIMETER ROAD AND THE STATION ON THE RIGHT
 AC6821'SOUTH OF THE PERIMETER ROAD THE STATION IS THE TOP CENTER OF A
 AC6821'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.80 M (38.71 FT)
 AC6821'RECESSED 9 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED
 AC6821'PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS
 AC6821'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AC6821'FLUSH WITH THE GROUND. THE STATION IS LOCATED 19.90 M (65.29 FT) EAST
 AC6821'OF A DISK SET IN THE TOP OF A CONCRETE MONUMENT STAMPED WAFB 1 1965,
 AC6821'3.55 M (11.65 FT) SOUTH OF THE SOUTH EDGE OF THE PERIMETER ROAD, 53.55
 AC6821'M (175.69 FT) NORTHWEST OF A FENCE CORNER, 28.50 M (93.50 FT) WEST OF
 AC6821'THE CENTERLINE OF THE NORTH-SOUTH CONNECTING ACCESS ROAD, 37.75 M
 AC6821'(123.85 FT) NORTH OF A FENCE LINE, AND 0.9 M (3.0 FT) NORTH OF A
 AC6821'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AC6821'CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6821
 AC6821                          STATION RECOVERY (1997)
 AC6821
 AC6821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AC6821'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) SOUTHEAST OF THE
 AC6821'CITY OF MESA AT THE WILLIAMS GATEWAY AIRPORT.  OWNERSHIP -- CITY OF
 AC6821'PHOENIX,KEVIN MENTZER - AIRPORT OPERATIONS SPECIALIST, PHONE (602)
 AC6821'988-3633 TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND
 AC6821'POWER ROAD (EXIT 188 ON US HIGHWAY 60) IN MESA, PROCEED SOUTH ON POWER
 AC6821'ROAD FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH WILLIAMS FIELD ROAD.
 AC6821'TURN LEFT AND GO EAST ON WILLIAMS FIELD ROAD FOR 0.3 KM (0.20 MI) TO
 AC6821'THE BASE GATE.  CONTINUE EAST FOR 1.6 KM (1.00 MI) TO THE BASE
 AC6821'OPERATIONS BUILDING AND FIRE DEPARTMENT BUILDING ON THE LEFT.  ENTER
 AC6821'THE AIRFIELD SOUTH OF THE FIRE DEPARTMENT BUILDING AND PROCEED EAST
 AC6821'FOR 0.5 KM (0.30 MI) CROSSING TAXIWAY 1 AND THE APRON AND CONTINUING
 AC6821'ALONG TAXIWAY 3 TO THE JUNCTION WITH TAXIWAY 7.  TURN RIGHT AND GO
 AC6821'SOUTHEAST ON TAXIWAY 7 FOR 2.1 KM (1.30 MI) TO THE JUNCTION WITH A
 AC6821'GRAVEL ROAD ON THE RIGHT AT THE JUNCTION OF TAXIWAYS 7 AND 10.  TURN
 AC6821'RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.15 KM (0.10 MI) TO THE
 AC6821'JUNCTION WITH AN ELEVATED PERIMETER ROAD AND THE STATION ON THE RIGHT
 AC6821'SOUTH OF THE PERIMETER ROAD THE STATION IS THE TOP CENTER OF A
 AC6821'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.80 M (38.71 FT)
 AC6821'RECESSED 9 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED
 AC6821'PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS
 AC6821'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AC6821'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 19.90 M (65.29 FT) EAST
 AC6821'OF A DISK SET IN THE TOP OF A CONCRETE MONUMENT STAMPED WAFB 1 1965,
 AC6821'3.55 M (11.65 FT) SOUTH OF THE SOUTH EDGE OF THE PERIMETER ROAD, 53.55
 AC6821'M (175.69 FT) NORTHWEST OF A FENCE CORNER, 28.50 M (93.50 FT) WEST OF
 AC6821'THE CENTERLINE OF THE NORTH-SOUTH CONNECTING ACCESS ROAD, 37.75 M
 AC6821'(123.85 FT) NORTH OF A FENCE LINE, AND 0.9 M (3.0 FT) NORTH OF A
 AC6821'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AC6821'CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0335 ***********************************************************************
 DU0335  DESIGNATION -  J 101
 DU0335  PID         -  DU0335
 DU0335  STATE/COUNTY-  AZ/GILA
 DU0335  USGS QUAD   -  CHROME BUTTE (1966)
 DU0335
 DU0335                         *CURRENT SURVEY CONTROL
 DU0335  ___________________________________________________________________
 DU0335* NAD 83(1992)-  33 34 01.97118(N)    110 40 07.26622(W)     ADJUSTED  
 DU0335* NAVD 88     -      1307.033  (meters)    4288.16   (feet)  ADJUSTED  
 DU0335  ___________________________________________________________________
 DU0335  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DU0335  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DU0335  DYNAMIC HT  -        1305.229 (meters)    4282.24  (feet)  COMP
 DU0335  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 DU0335
 DU0335  HORZ ORDER  -  SECOND
 DU0335  VERT ORDER  -  FIRST     CLASS II
 DU0335
 DU0335.The horizontal coordinates were established by classical geodetic methods
 DU0335.and adjusted by the National Geodetic Survey in August 1993.
 DU0335
 DU0335.The orthometric height was determined by differential leveling
 DU0335.and adjusted in June 1991.
 DU0335
 DU0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0335
 DU0335.The geoid height was determined by GEOID03.
 DU0335
 DU0335.The dynamic height is computed by dividing the NAVD 88
 DU0335.geopotential number by the normal gravity value computed on the
 DU0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0335.degrees latitude (g = 980.6199 gals.).
 DU0335
 DU0335.The modeled gravity was interpolated from observed gravity values.
 DU0335
 DU0335;                    North         East     Units Scale Factor Converg.
 DU0335;SPC AZ E     -   284,767.607   166,751.686   MT  0.99992677   -0 16 39.3
 DU0335;SPC AZ E     -   934,276.93    547,085.58   iFT  0.99992677   -0 16 39.3
 DU0335;UTM  12      - 3,714,220.394   530,750.574   MT  0.99961166   +0 10 59.5
 DU0335
 DU0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0335!SPC AZ E     -   0.99979902  x   0.99992677  =   0.99972580
 DU0335!UTM  12      -   0.99979902  x   0.99961166  =   0.99941076
 DU0335
 DU0335:                Primary Azimuth Mark                     Grid Az
 DU0335:SPC AZ E     -  J 101 AZ MK                              052 02 44.2
 DU0335:UTM  12      -  J 101 AZ MK                              051 35 05.4
 DU0335
 DU0335|---------------------------------------------------------------------|
 DU0335| PID    Reference Object                     Distance      Geod. Az  |
 DU0335|                                                           dddmmss.s |
 DU0335| CD1541 J 101 AZ MK                                        0514604.9 |
 DU0335| CD1542 J 101 RM 1                            8.974 METERS 07733     |
 DU0335| CD1543 J 101 RM 2                           10.439 METERS 20428     |
 DU0335|---------------------------------------------------------------------|
 DU0335
 DU0335                          SUPERSEDED SURVEY CONTROL
 DU0335
 DU0335  NAD 83(1986)-  33 34 01.96628(N)    110 40 07.26694(W) AD(       ) 2
 DU0335  NAD 27      -  33 34 01.77700(N)    110 40 04.88400(W) AD(       ) 2
 DU0335  NGVD 29 (??/??/92) 1306.369  (m)         4285.98   (f) ADJ UNCH    1 2
 DU0335
 DU0335.Superseded values are not recommended for survey control.
 DU0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0335.See file dsdata.txt to determine how the superseded data were derived.
 DU0335
 DU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3075114220(NAD 83)
 DU0335_MARKER: DD = SURVEY DISK
 DU0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0335_STAMPING: J 101 1935
 DU0335_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0335+STABILITY: SURFACE MOTION
 DU0335
 DU0335  HISTORY     - Date     Condition        Report By
 DU0335  HISTORY     - 1938     MONUMENTED       CGS
 DU0335  HISTORY     - 1965     GOOD             USGS
 DU0335  HISTORY     - 1979     GOOD             NGS
 DU0335
 DU0335                          STATION DESCRIPTION
 DU0335
 DU0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU0335'STATION IS ABOUT 18 MILES BY ROAD NE OF GLOBE, ARIZONA, 46 FEET
 DU0335'W OF U.S. 60, AT N END OF A HIGHWAY CUT THRU A SHOULDER OF A
 DU0335'HILL.  IT IS A STANDARD U.S.F.S. BRONZE TABLET BENCH MARK SET
 DU0335'IN A ONE-FOOT SQUARE CONCRETE POST, WHICH PROJECTS ABOUT 4
 DU0335'INCHES FROM GROUND.
 DU0335'
 DU0335'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 DU0335'CONCRETE AND A BOULDER.  THEY
 DU0335'ARE STAMPED USFS BM J 101 1938.
 DU0335'
 DU0335'REACHED FROM GLOBE BY GOING E ON U.S. 60 AND 70, 0.7 MILE
 DU0335'MEASURED FROM POST OFFICE TO WHERE U.S. 60 TURNS OFF TO L.
 DU0335'THENCE TURN NE ON 60 AND GO 17.4 MILES TO N END OF A HIGHWAY
 DU0335'CUT, AND STATION ON L.  THERE IS A LOW CONCRETE CULVERT 106 FEET
 DU0335'N OF STATION.  AZIMUTH MARK IS REACHED BY CONTINUING NE ON
 DU0335'HIGHWAY 0.2 MILE TO NEXT HILL AND ROADWAY CUT WITH STEEP BANK ON
 DU0335'L.  MARK IS 47 FEET W OF CENTER LINE OF HIGHWAY AND ABOUT
 DU0335'15 FEET HIGHER UP HILLSIDE THAN LEVEL OF HIGHWAY.
 DU0335
 DU0335                          STATION RECOVERY (1965)
 DU0335
 DU0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0335'15.2 MI NE FROM GLOBE.
 DU0335'15.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O IN GLOBE, GILA
 DU0335'COUNTY, AT THE SLOPE OF A HILL, ABOUT 120 FEET SOUTH OF A LARGE
 DU0335'CULVERT, AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  SET IN
 DU0335'THE TOP OF A CONCRETE POST.
 DU0335
 DU0335                          STATION RECOVERY (1979)
 DU0335
 DU0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0335'15.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0335'COURTHOUSE IN GLOBE, 0.3 MILE NORTHEAST OF MILE POST 366, 46 FEET
 DU0335'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET SOUTHEAST OF A
 DU0335'RIGHT OF WAY FENCE, 34.2 FEET NORTH OF RM 2 AND 29.4 FEET SOUTHWEST
 DU0335'OF RM 3.
 DU0335'THE MARK IS 1.8 FT  SW FROM A WITNESS POST.
 DU0335'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1184 ***********************************************************************
 DU1184  DESIGNATION -  J 101 RM 1
 DU1184  PID         -  DU1184
 DU1184  STATE/COUNTY-  AZ/GILA
 DU1184  USGS QUAD   -  CHROME BUTTE (1966)
 DU1184
 DU1184                         *CURRENT SURVEY CONTROL
 DU1184  ___________________________________________________________________
 DU1184* NAD 83(1986)-  33 34 03.     (N)    110 40 07.     (W)     SCALED    
 DU1184* NAVD 88     -      1305.124  (meters)    4281.89   (feet)  ADJUSTED  
 DU1184  ___________________________________________________________________
 DU1184  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DU1184  DYNAMIC HT  -        1303.323 (meters)    4275.99  (feet)  COMP
 DU1184  MODELED GRAV-     979,211.0   (mgal)                       NAVD 88
 DU1184
 DU1184  VERT ORDER  -  FIRST     CLASS II
 DU1184
 DU1184.The horizontal coordinates were scaled from a topographic map and have
 DU1184.an estimated accuracy of +/- 6 seconds.
 DU1184
 DU1184.The orthometric height was determined by differential leveling
 DU1184.and adjusted in June 1991.
 DU1184
 DU1184.The geoid height was determined by GEOID03.
 DU1184
 DU1184.The dynamic height is computed by dividing the NAVD 88
 DU1184.geopotential number by the normal gravity value computed on the
 DU1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1184.degrees latitude (g = 980.6199 gals.).
 DU1184
 DU1184.The modeled gravity was interpolated from observed gravity values.
 DU1184
 DU1184;                    North         East    Units  Estimated Accuracy
 DU1184;SPC AZ E     -   284,800.      166,760.      MT  (+/- 180 meters Scaled)
 DU1184
 DU1184                          SUPERSEDED SURVEY CONTROL
 DU1184
 DU1184.No superseded survey control is available for this station.
 DU1184
 DU1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC307142(NAD 83)
 DU1184_MARKER: DR = REFERENCE MARK DISK
 DU1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1184_SP_SET: CONCRETE POST
 DU1184_STAMPING: USFS J 101 NO 1 1938
 DU1184_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1184+STABILITY: SURFACE MOTION
 DU1184
 DU1184  HISTORY     - Date     Condition        Report By
 DU1184  HISTORY     - 1938     MONUMENTED       CGS
 DU1184  HISTORY     - 1979     GOOD             NGS
 DU1184
 DU1184                          STATION DESCRIPTION
 DU1184
 DU1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1184'15.2 MI NE FROM GLOBE.
 DU1184'15.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1184'COURTHOUSE IN GLOBE, 0.3 MILE NORTHEAST OF MILE POST 366, 56 FEET
 DU1184'SOUTHEAST OF A RIGHT OF WAY FENCE, 47 FEET NORTHWEST OF THE CENTERLINE
 DU1184'OF THE HIGHWAY AND 29.4 FEET NORTHEAST OF J 101.
 DU1184'THE MARK IS 1.7 FT  SW FROM A WITNESS POST.
 DU1184'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1183 ***********************************************************************
 DU1183  DESIGNATION -  J 101 RM 2
 DU1183  PID         -  DU1183
 DU1183  STATE/COUNTY-  AZ/GILA
 DU1183  USGS QUAD   -  CHROME BUTTE (1966)
 DU1183
 DU1183                         *CURRENT SURVEY CONTROL
 DU1183  ___________________________________________________________________
 DU1183* NAD 83(1986)-  33 34 01.     (N)    110 40 08.     (W)     SCALED    
 DU1183* NAVD 88     -      1307.388  (meters)    4289.32   (feet)  ADJUSTED  
 DU1183  ___________________________________________________________________
 DU1183  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DU1183  DYNAMIC HT  -        1305.584 (meters)    4283.40  (feet)  COMP
 DU1183  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 DU1183
 DU1183  VERT ORDER  -  FIRST     CLASS II
 DU1183
 DU1183.The horizontal coordinates were scaled from a topographic map and have
 DU1183.an estimated accuracy of +/- 6 seconds.
 DU1183
 DU1183.The orthometric height was determined by differential leveling
 DU1183.and adjusted in June 1991.
 DU1183
 DU1183.The geoid height was determined by GEOID03.
 DU1183
 DU1183.The dynamic height is computed by dividing the NAVD 88
 DU1183.geopotential number by the normal gravity value computed on the
 DU1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1183.degrees latitude (g = 980.6199 gals.).
 DU1183
 DU1183.The modeled gravity was interpolated from observed gravity values.
 DU1183
 DU1183;                    North         East    Units  Estimated Accuracy
 DU1183;SPC AZ E     -   284,740.      166,730.      MT  (+/- 180 meters Scaled)
 DU1183
 DU1183                          SUPERSEDED SURVEY CONTROL
 DU1183
 DU1183.No superseded survey control is available for this station.
 DU1183
 DU1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC307141(NAD 83)
 DU1183_MARKER: DR = REFERENCE MARK DISK
 DU1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1183_SP_SET: CONCRETE POST
 DU1183_STAMPING: USFS J 101 NO 2 1938
 DU1183_PROJECTION: PROJECTING 20 CENTIMETERS
 DU1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1183+STABILITY: SURFACE MOTION
 DU1183
 DU1183  HISTORY     - Date     Condition        Report By
 DU1183  HISTORY     - 1938     MONUMENTED       CGS
 DU1183  HISTORY     - 1979     GOOD             NGS
 DU1183
 DU1183                          STATION DESCRIPTION
 DU1183
 DU1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1183'15.2 MI NE FROM GLOBE.
 DU1183'15.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1183'COURTHOUSE IN GLOBE, 0.3 MILE NORTHEAST OF MILE POST 366, 62 FEET
 DU1183'SOUTHEAST OF A RIGHT OF WAY FENCE, 39 FEET NORTHWEST OF THE
 DU1183'CENTERLINE OF THE HIGHWAY AND 34.4 FEET SOUTH OF J 101.
 DU1183'THE MARK IS 2.2 FT  S FROM A WITNESS POST.
 DU1183'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0527 ***********************************************************************
 ET0527  DESIGNATION -  J 102 RESET
 ET0527  PID         -  ET0527
 ET0527  STATE/COUNTY-  AZ/YAVAPAI
 ET0527  USGS QUAD   -  SKULL VALLEY (1979)
 ET0527
 ET0527                         *CURRENT SURVEY CONTROL
 ET0527  ___________________________________________________________________
 ET0527* NAD 83(1986)-  34 36 52.     (N)    112 40 12.     (W)     SCALED    
 ET0527* NAVD 88     -      1473.65   (+/-2cm)    4834.8    (feet)  VERTCON   
 ET0527  ___________________________________________________________________
 ET0527  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 ET0527  VERT ORDER  -  THIRD (See Below)
 ET0527
 ET0527.The horizontal coordinates were scaled from a topographic map and have
 ET0527.an estimated accuracy of +/- 6 seconds.
 ET0527
 ET0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0527.The vertical order pertains to the NGVD 29 superseded value.
 ET0527
 ET0527.The geoid height was determined by GEOID03.
 ET0527
 ET0527;                    North         East    Units  Estimated Accuracy
 ET0527;SPC AZ C     -   401,060.      144,280.      MT  (+/- 180 meters Scaled)
 ET0527
 ET0527                          SUPERSEDED SURVEY CONTROL
 ET0527
 ET0527  NGVD 29 (??/??/??) 1472.77   (m)         4831.9    (f) RESET       3  
 ET0527
 ET0527.Superseded values are not recommended for survey control.
 ET0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0527.See file dsdata.txt to determine how the superseded data were derived.
 ET0527
 ET0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD468315(NAD 83)
 ET0527_MARKER: DD = SURVEY DISK
 ET0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0527_STAMPING: J 102 1935 RESET 1965
 ET0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0527+STABILITY: SURFACE MOTION
 ET0527
 ET0527  HISTORY     - Date     Condition        Report By
 ET0527  HISTORY     - 1965     MONUMENTED       AZDT
 ET0527  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0527
 ET0527                          STATION DESCRIPTION
 ET0527
 ET0527'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0527'8.4 MI N FROM SKULL VALLEY.
 ET0527'FROM THE GENERAL STORE AND POST OFFICE AT SKULL VALLEY GO NORTH 4.6
 ET0527'MILES ON HIGHWAY TO PRESCOTT, THENCE LEFT, DOWNHILL, ALONG A GRADED
 ET0527'COUNTY ROAD FOR 3.8 MILES TO THE SEVENTH DAY ADVENTIST, THUNDERBIRD
 ET0527'ACADEMY.  THE BENCH MARK IS 45 FEET SOUTH (BACK OF) THE REAR CENTER OF
 ET0527'THE GYM, SET IN AN 8 INCH DIAMETER CONCRETE POST PROJECTING 2 INCHES
 ET0527'ABOVE THE GROUND.  NOTE-- THIS DESCRIPTION IS APPARENTLY WRONG. THERE
 ET0527'IS NOT NOW NOR HAS THERE EVER BEEN A THUNDERBIRD ACADEMY ANY WHERE IN
 ET0527'THIS AREA. THERE IS A SEVENTH DAY ADVENTIST THUNDERBIRD ACADEMY OVER
 ET0527'100 MILES TO THE SE (JUST NORTH OF SCOTTSDALE, AZ).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0480 ***********************************************************************
 ET0480  DESIGNATION -  J 103
 ET0480  PID         -  ET0480
 ET0480  STATE/COUNTY-  AZ/YAVAPAI
 ET0480  USGS QUAD   -  INDIAN PEAK (1986)
 ET0480
 ET0480                         *CURRENT SURVEY CONTROL
 ET0480  ___________________________________________________________________
 ET0480* NAD 83(1986)-  34 55 24.     (N)    112 50 37.     (W)     SCALED    
 ET0480* NAVD 88     -      1568.568  (meters)    5146.21   (feet)  POSTED    
 ET0480  ___________________________________________________________________
 ET0480  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0480  DYNAMIC HT  -        1566.470 (meters)    5139.33  (feet)  COMP
 ET0480  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 ET0480
 ET0480  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0480
 ET0480.The horizontal coordinates were scaled from a topographic map and have
 ET0480.an estimated accuracy of +/- 6 seconds.
 ET0480
 ET0480.The orthometric height was determined by differential leveling
 ET0480.and adjusted in November 2005.
 ET0480.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0480.was located on a no-check spur therefore a value was not computed.
 ET0480.No vertical observational check was made to the station.
 ET0480
 ET0480.The geoid height was determined by GEOID03.
 ET0480
 ET0480.The dynamic height is computed by dividing the NAVD 88
 ET0480.geopotential number by the normal gravity value computed on the
 ET0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0480.degrees latitude (g = 980.6199 gals.).
 ET0480
 ET0480.The modeled gravity was interpolated from observed gravity values.
 ET0480
 ET0480;                    North         East    Units  Estimated Accuracy
 ET0480;SPC AZ C     -   435,460.      128,670.      MT  (+/- 180 meters Scaled)
 ET0480
 ET0480                          SUPERSEDED SURVEY CONTROL
 ET0480
 ET0480  NGVD 29 (??/??/92) 1567.633  (m)         5143.14   (f) ADJ UNCH    2 0
 ET0480
 ET0480.Superseded values are not recommended for survey control.
 ET0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0480.See file dsdata.txt to determine how the superseded data were derived.
 ET0480
 ET0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD316660(NAD 83)
 ET0480_MARKER: DD = SURVEY DISK
 ET0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0480_STAMPING: J 103 1935
 ET0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0480+STABILITY: SURFACE MOTION
 ET0480
 ET0480  HISTORY     - Date     Condition        Report By
 ET0480  HISTORY     - 1935     MONUMENTED       USFS
 ET0480  HISTORY     - 1935     GOOD             NGS
 ET0480
 ET0480                          STATION DESCRIPTION
 ET0480
 ET0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0480'IN WALNUT CREEK RANGER STATION.
 ET0480'25 FT. E. OF THE CENTER LINE OF MAIN TRAVELED ROAD, 65 FT. S.E. OF
 ET0480'JUNCTION OF ROADS TO SELIGMAN, SIMMONS AND CAMP WOODS, 60 FT. N. OF
 ET0480'FOREST SERVICE RANGERS STATION OFFFICE.  STD. FOREST SERVICE DISC SET
 ET0480'IN CONC. POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0483 ***********************************************************************
 DU0483  DESIGNATION -  J 107
 DU0483  PID         -  DU0483
 DU0483  STATE/COUNTY-  AZ/PINAL
 DU0483  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0483
 DU0483                         *CURRENT SURVEY CONTROL
 DU0483  ___________________________________________________________________
 DU0483* NAD 83(1992)-  33 17 16.94558(N)    111 19 44.93354(W)     ADJUSTED  
 DU0483* NAVD 88     -       593.17   (+/-2cm)    1946.1    (feet)  VERTCON   
 DU0483  ___________________________________________________________________
 DU0483  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 DU0483  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DU0483  HORZ ORDER  -  SECOND
 DU0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0483
 DU0483.The horizontal coordinates were established by classical geodetic methods
 DU0483.and adjusted by the National Geodetic Survey in August 1993.
 DU0483
 DU0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0483.The vertical order pertains to the NGVD 29 superseded value.
 DU0483
 DU0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0483
 DU0483.The geoid height was determined by GEOID03.
 DU0483
 DU0483;                    North         East     Units Scale Factor Converg.
 DU0483;SPC AZ C     -   253,848.043   268,081.300   MT  0.99993691   +0 19 20.9
 DU0483;SPC AZ C     -   832,834.79    879,531.82   iFT  0.99993691   +0 19 20.9
 DU0483;UTM  12      - 3,683,268.189   469,352.576   MT  0.99961158   -0 10 50.4
 DU0483
 DU0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0483!SPC AZ C     -   0.99991144  x   0.99993691  =   0.99984836
 DU0483!UTM  12      -   0.99991144  x   0.99961158  =   0.99952306
 DU0483
 DU0483                          SUPERSEDED SURVEY CONTROL
 DU0483
 DU0483  NAD 83(1986)-  33 17 16.94015(N)    111 19 44.93654(W) AD(       ) 2
 DU0483  NAD 27      -  33 17 16.74808(N)    111 19 42.48026(W) AD(       ) 2
 DU0483  NGVD 29 (??/??/92)  592.618  (m)         1944.28   (f) ADJ UNCH    2 0
 DU0483
 DU0483.Superseded values are not recommended for survey control.
 DU0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0483.See file dsdata.txt to determine how the superseded data were derived.
 DU0483
 DU0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6935383268(NAD 83)
 DU0483_MARKER: DB = BENCH MARK DISK
 DU0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0483_SP_SET: ABUTMENT
 DU0483_STAMPING: J 107 1935
 DU0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0483
 DU0483  HISTORY     - Date     Condition        Report By
 DU0483  HISTORY     - 1935     MONUMENTED       CGS
 DU0483  HISTORY     - 1967     GOOD             NGS
 DU0483  HISTORY     - 1976     GOOD             NGS
 DU0483  HISTORY     - 20070505 GOOD             GEOCAC
 DU0483
 DU0483                          STATION DESCRIPTION
 DU0483
 DU0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0483'2.3 MI NW FROM FLORENCE JUNCTION.
 DU0483'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION,
 DU0483'PINAL COUNTY, AT THE POINT WHERE A HIGH-VOLTAGE POWERLINE AND THE
 DU0483'HIGHWAY CROSS QUEEN CREEK, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE
 DU0483'EAST WING WALL OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED J 107
 DU0483'1935.  NOTE-- OLD U.S. HIGHWAY 60 STILL HAS USAGE.
 DU0483
 DU0483                          STATION RECOVERY (1967)
 DU0483
 DU0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0483'RECOVERED IN GOOD CONDITION.
 DU0483
 DU0483                          STATION RECOVERY (1976)
 DU0483
 DU0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU0483'THE STATION IS A USC AND GS BENCH MARK STAMPED J 107, 1935
 DU0483'
 DU0483'TO REACH THE MARK FROM FLORENCE JUNCTION, GO WEST ON
 DU0483'U.S. HWY. 60 FOR 0.15 MILE TO A PAVED ROAD RIGHT, TURN RIGHT AND
 DU0483'GO NORTH FOR 2.15 MILES TO THE QUEEN CREEK BRIDGE AND THE
 DU0483'STATION IN THE NORTHWEST CORNER.
 DU0483'
 DU0483'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0483'
 DU0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU0483'2 MILES NORTH OF FLORENCE JUNCTION.
 DU0483
 DU0483                          STATION RECOVERY (2007)
 DU0483
 DU0483'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0249 ***********************************************************************
 DU0249  DESIGNATION -  J 108
 DU0249  PID         -  DU0249
 DU0249  STATE/COUNTY-  AZ/GILA
 DU0249  USGS QUAD   -  GLOBE (1982)
 DU0249
 DU0249                         *CURRENT SURVEY CONTROL
 DU0249  ___________________________________________________________________
 DU0249* NAD 83(1986)-  33 25 11.     (N)    110 49 32.     (W)     SCALED    
 DU0249* NAVD 88     -      1006.27   (+/-2cm)    3301.4    (feet)  VERTCON   
 DU0249  ___________________________________________________________________
 DU0249  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0249
 DU0249.The horizontal coordinates were scaled from a topographic map and have
 DU0249.an estimated accuracy of +/- 6 seconds.
 DU0249
 DU0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0249.The vertical order pertains to the NGVD 29 superseded value.
 DU0249
 DU0249.The geoid height was determined by GEOID03.
 DU0249
 DU0249;                    North         East    Units  Estimated Accuracy
 DU0249;SPC AZ E     -   268,490.      152,080.      MT  (+/- 180 meters Scaled)
 DU0249
 DU0249                          SUPERSEDED SURVEY CONTROL
 DU0249
 DU0249  NGVD 29 (??/??/92) 1005.646  (m)         3299.36   (f) ADJ UNCH    2 0
 DU0249
 DU0249.Superseded values are not recommended for survey control.
 DU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0249.See file dsdata.txt to determine how the superseded data were derived.
 DU0249
 DU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB162978(NAD 83)
 DU0249_MARKER: DB = BENCH MARK DISK
 DU0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0249_STAMPING: J-108 1935
 DU0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0249+STABILITY: SURFACE MOTION
 DU0249
 DU0249  HISTORY     - Date     Condition        Report By
 DU0249  HISTORY     - 1935     MONUMENTED       CGS
 DU0249  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU0249  HISTORY     - 20061029 MARK NOT FOUND   GEOCAC
 DU0249
 DU0249                          STATION DESCRIPTION
 DU0249
 DU0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0249'1.3 MI NE FROM CLAYPOOL.
 DU0249'1.0 MI E ALONG U.S. HWY NO. 60 AND 0.3 MI N ALONG STATE HWY NO. 88.
 DU0249'ABOUT 0.3 MI N OF JUNCTIONS OF STATE HWY NO. 88 AND US HWY NO. 60,
 DU0249'ABOUT 400 FT N.E. OF THE GOLF CLUB HOUSE, 50 FEET E OF THE CENTERLINE
 DU0249'OF THE HIGHWAY, AND 29 FEET N OF AN OLD DIRT ROAD.
 DU0249
 DU0249                          STATION RECOVERY (1963)
 DU0249
 DU0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU0249'MARK NOT FOUND.
 DU0249
 DU0249                          STATION RECOVERY (2006)
 DU0249
 DU0249'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0249'THE MARK MIGHT YET EXIST UNDER ONE OF THE MANY PILES OF CONSTRUCTION
 DU0249'SPOIL IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0395 ***********************************************************************
 DA0395  DESIGNATION -  J 109
 DA0395  PID         -  DA0395
 DA0395  STATE/COUNTY-  AZ/PIMA
 DA0395  USGS QUAD   -  BATES WELL (1990)
 DA0395
 DA0395                         *CURRENT SURVEY CONTROL
 DA0395  ___________________________________________________________________
 DA0395* NAD 83(1986)-  32 10 14.     (N)    112 56 56.     (W)     SCALED    
 DA0395* NAVD 88     -       415.39   (+/-2cm)    1362.8    (feet)  VERTCON   
 DA0395  ___________________________________________________________________
 DA0395  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DA0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0395
 DA0395.The horizontal coordinates were scaled from a topographic map and have
 DA0395.an estimated accuracy of +/- 6 seconds.
 DA0395
 DA0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0395.The vertical order pertains to the NGVD 29 superseded value.
 DA0395
 DA0395.The geoid height was determined by GEOID03.
 DA0395
 DA0395;                    North         East    Units  Estimated Accuracy
 DA0395;SPC AZ C     -   130,250.      116,010.      MT  (+/- 180 meters Scaled)
 DA0395
 DA0395                          SUPERSEDED SURVEY CONTROL
 DA0395
 DA0395  NGVD 29 (??/??/92)  414.685  (m)         1360.51   (f) ADJ UNCH    2 0
 DA0395
 DA0395.Superseded values are not recommended for survey control.
 DA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0395.See file dsdata.txt to determine how the superseded data were derived.
 DA0395
 DA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA162610(NAD 83)
 DA0395_MARKER: DB = BENCH MARK DISK
 DA0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0395_STAMPING: J 109 1935
 DA0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0395+STABILITY: SURFACE MOTION
 DA0395
 DA0395  HISTORY     - Date     Condition        Report By
 DA0395  HISTORY     - 1935     MONUMENTED       CGS
 DA0395  HISTORY     - 1962     GOOD             NGS
 DA0395
 DA0395                          STATION DESCRIPTION
 DA0395
 DA0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0395'19.75 MI S FROM AJO.
 DA0395'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0395'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0395'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0395'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0395'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 0.2 MILE NORTHEAST
 DA0395'ALONG A TRAIL ROAD, 1.05 MILES EAST OF A 4X4-INCH WHITE WOODEN
 DA0395'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 50, ABOUT 0.25
 DA0395'MILE NORTHEAST OF HENRY GRAYS RANCH HOUSE, ABOUT 0.2 MILE NORTH OF THE
 DA0395'MOST EASTERLY OF THREE WELLS, 32 FEET SOUTHWEST OF THE CENTER LINE OF
 DA0395'THE TRAIL ROAD, 191 FEET NORTHEAST OF A FENCE CORNER, 147.2 FEET
 DA0395'SOUTHEAST OF T14S R7W (G.L.O.), 1.0 FEET SOUTH OF A METAL WITNESS
 DA0395'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0395'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0429 ***********************************************************************
 DA0429  DESIGNATION -  J 110
 DA0429  PID         -  DA0429
 DA0429  STATE/COUNTY-  AZ/PIMA
 DA0429  USGS QUAD   -  BATES WELL (1990)
 DA0429
 DA0429                         *CURRENT SURVEY CONTROL
 DA0429  ___________________________________________________________________
 DA0429* NAD 83(1986)-  32 09 52.     (N)    112 56 02.     (W)     SCALED    
 DA0429* NAVD 88     -       420.14   (+/-2cm)    1378.4    (feet)  VERTCON   
 DA0429  ___________________________________________________________________
 DA0429  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0429
 DA0429.The horizontal coordinates were scaled from a topographic map and have
 DA0429.an estimated accuracy of +/- 6 seconds.
 DA0429
 DA0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0429.The vertical order pertains to the NGVD 29 superseded value.
 DA0429
 DA0429.The geoid height was determined by GEOID03.
 DA0429
 DA0429;                    North         East    Units  Estimated Accuracy
 DA0429;SPC AZ C     -   129,550.      117,420.      MT  (+/- 180 meters Scaled)
 DA0429
 DA0429                          SUPERSEDED SURVEY CONTROL
 DA0429
 DA0429  NGVD 29 (??/??/92)  419.44   (m)         1376.1    (f) COMPUTED    2 0
 DA0429
 DA0429.Superseded values are not recommended for survey control.
 DA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0429.See file dsdata.txt to determine how the superseded data were derived.
 DA0429
 DA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA176603(NAD 83)
 DA0429_MARKER: DB = BENCH MARK DISK
 DA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0429_STAMPING: J 110 1935
 DA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0429+STABILITY: SURFACE MOTION
 DA0429
 DA0429  HISTORY     - Date     Condition        Report By
 DA0429  HISTORY     - 1935     MONUMENTED       CGS
 DA0429  HISTORY     - 1952     GOOD             NGS
 DA0429
 DA0429                          STATION DESCRIPTION
 DA0429
 DA0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0429'19.3 MI S FROM AJO.
 DA0429'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0429'FROM THE STATION AT AJO TO A JUNCTION, THENCE 1.9 MILES EAST ALONG
 DA0429'HIGHWAY 86 TO A JUNCTION, THENCE 16.35 MILES SOUTHWEST AND SOUTH ALONG
 DA0429'DARBY WELL ROAD TO A JUNCTION OF THE OLD BATES WELL ROAD AND A TRACK
 DA0429'ROAD EAST, TRAVEL 0.95 MILE EAST ALONG A TRACK ROAD LEADING THRU
 DA0429'CANYON, ON THE EAST SIDE OF A CANYON MOUTH BEARING TO THE NORTHEAST,
 DA0429'0.95 MILE SOUTHEAST OF BM K 110, AND THE Y JUNCTION OF THE DARBY WELL
 DA0429'ROAD AND BATES WELL ROAD, 21 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 DA0429'THE DIM TRACK ROAD, 2.4 FEET SOUTH OF A WITNESS POST, IN A CONCRETE
 DA0429'POST PROJECTING 0.2 FOOT, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0153 ***********************************************************************
 GQ0153  DESIGNATION -  J 111
 GQ0153  PID         -  GQ0153
 GQ0153  STATE/COUNTY-  AZ/MOHAVE
 GQ0153  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0153
 GQ0153                         *CURRENT SURVEY CONTROL
 GQ0153  ___________________________________________________________________
 GQ0153* NAD 83(1986)-  36 52 55.     (N)    113 56 27.     (W)     SCALED    
 GQ0153* NAVD 88     -       590.949  (meters)    1938.81   (feet)  ADJUSTED  
 GQ0153  ___________________________________________________________________
 GQ0153  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 GQ0153  DYNAMIC HT  -         590.353 (meters)    1936.85  (feet)  COMP
 GQ0153  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 GQ0153  OBS GRAVITY -     979,600.4   (mgal)                       GRAV_OBS
 GQ0153
 GQ0153  VERT ORDER  -  FIRST     CLASS I
 GQ0153
 GQ0153.The horizontal coordinates were scaled from a topographic map and have
 GQ0153.an estimated accuracy of +/- 6 seconds.
 GQ0153
 GQ0153.The orthometric height was determined by differential leveling
 GQ0153.and adjusted in June 1991.
 GQ0153
 GQ0153.The geoid height was determined by GEOID03.
 GQ0153
 GQ0153.The dynamic height is computed by dividing the NAVD 88
 GQ0153.geopotential number by the normal gravity value computed on the
 GQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0153.degrees latitude (g = 980.6199 gals.).
 GQ0153
 GQ0153.The modeled gravity was interpolated from observed gravity values.
 GQ0153.The observed gravity was obtained from relative gravimeter ties
 GQ0153.to the IGSN71 gravity network.
 GQ0153
 GQ0153;                    North         East    Units  Estimated Accuracy
 GQ0153;SPC AZ W     -   652,410.      196,350.      MT  (+/- 180 meters Scaled)
 GQ0153
 GQ0153                          SUPERSEDED SURVEY CONTROL
 GQ0153
 GQ0153  NGVD 29 (??/??/92)  590.204  (m)         1936.36   (f) ADJ UNCH    1 1
 GQ0153
 GQ0153.Superseded values are not recommended for survey control.
 GQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0153.See file dsdata.txt to determine how the superseded data were derived.
 GQ0153
 GQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF379858(NAD 83)
 GQ0153_MARKER: DB = BENCH MARK DISK
 GQ0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0153_SP_SET: CULVERT
 GQ0153_STAMPING: J 111 1935
 GQ0153_MARK LOGO: CGS   
 GQ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0153
 GQ0153  HISTORY     - Date     Condition        Report By
 GQ0153  HISTORY     - 1935     MONUMENTED       CGS
 GQ0153  HISTORY     - 1960     GOOD             NGS
 GQ0153  HISTORY     - 1979     GOOD             USGS
 GQ0153  HISTORY     - 1982     GOOD             NGS
 GQ0153
 GQ0153                          STATION DESCRIPTION
 GQ0153
 GQ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0153'1.6 MI SW FROM BEAVER DAM LODGE.
 GQ0153'1.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 91 FROM BEAVER DAM LODGE,
 GQ0153'MOHAVE COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END
 GQ0153'OF THE NORTHWEST HEADWALL, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 GQ0153'HIGHWAY, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GQ0153'STAMPED J 111 1935.
 GQ0153
 GQ0153                          STATION RECOVERY (1979)
 GQ0153
 GQ0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0153'1.1 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0153'INTERSTATE HIGHWAY 15. AT A CONCRETE CULVERT, IN THE TOP OF THE
 GQ0153'SOUTHWEST END OF THE NORTHWEST HEADWALL, 25 FEET NORTHWEST OF THE
 GQ0153'CENTERLINE OF THE OLD HIGHWAY, AND ABOUT 7 FEET LOWER THAN THE
 GQ0153'HIGHWAY. A STANDARD DISK, STAMPED J 111 1935.
 GQ0153
 GQ0153                          STATION RECOVERY (1982)
 GQ0153
 GQ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0153'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0153'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0153'MESQUITE, THENCE 14.7 KM (9.2 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0153'IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR A 4
 GQ0153'BY 8 FOOT BOX CULVERT, 1.55 KM (0.95 MI) SOUTHWEST OF THE NORTH BOUND
 GQ0153'INTERSTATE 15 OVERPASS BRIDGE OVER THE HIGHWAY, 7.6 METERS (25 FT)
 GQ0153'NORTHWEST OF THE HIGHWAY CENTERLINE.
 GQ0153'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0720 ***********************************************************************
 CZ0720  DESIGNATION -  J 112 RESET
 CZ0720  PID         -  CZ0720
 CZ0720  STATE/COUNTY-  AZ/PIMA
 CZ0720  USGS QUAD   -  AVRA (1992)
 CZ0720
 CZ0720                         *CURRENT SURVEY CONTROL
 CZ0720  ___________________________________________________________________
 CZ0720* NAD 83(1986)-  32 18 07.     (N)    111 12 29.     (W)     SCALED    
 CZ0720* NAVD 88     -       727.37   (+/-2cm)    2386.4    (feet)  VERTCON   
 CZ0720  ___________________________________________________________________
 CZ0720  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0720
 CZ0720.The horizontal coordinates were scaled from a topographic map and have
 CZ0720.an estimated accuracy of +/- 6 seconds.
 CZ0720
 CZ0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0720.The vertical order pertains to the NGVD 29 superseded value.
 CZ0720
 CZ0720.The geoid height was determined by GEOID03.
 CZ0720
 CZ0720;                    North         East    Units  Estimated Accuracy
 CZ0720;SPC AZ C     -   144,570.      280,090.      MT  (+/- 180 meters Scaled)
 CZ0720
 CZ0720                          SUPERSEDED SURVEY CONTROL
 CZ0720
 CZ0720  NGVD 29 (??/??/92)  726.717  (m)         2384.24   (f) ADJ UNCH    2 0
 CZ0720
 CZ0720.Superseded values are not recommended for survey control.
 CZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0720.See file dsdata.txt to determine how the superseded data were derived.
 CZ0720
 CZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA804739(NAD 83)
 CZ0720_MARKER: DB = BENCH MARK DISK
 CZ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0720_STAMPING: J 112 RESET 1935 1951
 CZ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0720+STABILITY: SURFACE MOTION
 CZ0720
 CZ0720  HISTORY     - Date     Condition        Report By
 CZ0720  HISTORY     - 1951     MONUMENTED       CGS
 CZ0720  HISTORY     - 1967     GOOD             USGS
 CZ0720  HISTORY     - 20011028 GOOD             INDIV
 CZ0720
 CZ0720                          STATION DESCRIPTION
 CZ0720
 CZ0720'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0720'11.3 MI SW FROM CORTARO.
 CZ0720'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM POST OFFICE AT CORTARO,
 CZ0720'THENCE 7.05 MILES SOUTH ALONG KINNEY ROAD, THEN 2.5 MILES NORTHWEST
 CZ0720'ALONG AN ABANDONED ROAD, OR 1.4 MILES SOUTH ALONG SANDARIO ROAD FROM
 CZ0720'INTERSECTION OF SANDARIO AND PICTURE ROCKS ROADS, THEN 0.65 MILE
 CZ0720'SOUTHEAST ALONG AN ABANDONED ROAD 40 FEET SOUTH OF CENTERLINE ROADS,
 CZ0720'4.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN ROAD, SET
 CZ0720'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT.
 CZ0720
 CZ0720                          STATION RECOVERY (2001)
 CZ0720
 CZ0720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0720'WITNESS POST SHORT AND HIDDENT BY CACTUS.  ABANDONED ROAD NOW A FOOT
 CZ0720'TRAIL CALLED ENCINAS TRAIL.  MARKER IS 0.18MI AT 126 DEG. FROM
 CZ0720'INTERSECTION OF ENCINAS TRAIL AND CACTUS WREN TRAIL, 0.65MI FROM
 CZ0720'SANDARIO ROAD.  MEAS. GPS COORDS N32 18 08.2, W111 12 29.9, ELEV. 2374
 CZ0720'FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0414 ***********************************************************************
 CG0414  DESIGNATION -  J 113
 CG0414  PID         -  CG0414
 CG0414  STATE/COUNTY-  AZ/PIMA
 CG0414  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0414
 CG0414                         *CURRENT SURVEY CONTROL
 CG0414  ___________________________________________________________________
 CG0414* NAD 83(1986)-  31 52 38.     (N)    111 23 45.     (W)     SCALED    
 CG0414* NAVD 88     -       893.93   (+/-2cm)    2932.8    (feet)  VERTCON   
 CG0414  ___________________________________________________________________
 CG0414  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0414
 CG0414.The horizontal coordinates were scaled from a topographic map and have
 CG0414.an estimated accuracy of +/- 6 seconds.
 CG0414
 CG0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0414.The vertical order pertains to the NGVD 29 superseded value.
 CG0414
 CG0414.The geoid height was determined by GEOID03.
 CG0414
 CG0414;                    North         East    Units  Estimated Accuracy
 CG0414;SPC AZ C     -    97,370.      262,640.      MT  (+/- 180 meters Scaled)
 CG0414
 CG0414                          SUPERSEDED SURVEY CONTROL
 CG0414
 CG0414  NGVD 29 (??/??/92)  893.204  (m)         2930.45   (f) ADJ UNCH    2 0
 CG0414
 CG0414.Superseded values are not recommended for survey control.
 CG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0414.See file dsdata.txt to determine how the superseded data were derived.
 CG0414
 CG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA625268(NAD 83)
 CG0414_MARKER: DB = BENCH MARK DISK
 CG0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0414_STAMPING: J 113 1935
 CG0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0414+STABILITY: SURFACE MOTION
 CG0414
 CG0414  HISTORY     - Date     Condition        Report By
 CG0414  HISTORY     - 1935     MONUMENTED       CGS
 CG0414  HISTORY     - 1974     GOOD             USGS
 CG0414  HISTORY     - 20010331 GOOD             NGS
 CG0414
 CG0414                          STATION DESCRIPTION
 CG0414
 CG0414'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0414'15.3 MI S FROM THREE POINTS.
 CG0414'15.3 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0414'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 0.35 MILES SOUTH OF THE
 CG0414'PALO ALTO RANCH, ABOUT 38 FEET EAST OF THE EAST BANK OF THE ALTAR
 CG0414'WASH, 156 FEET WEST OF THE CENTERLINE OF THE NEW ROAD 79.8 FEET
 CG0414'SOUTHWEST OF A POWER POLE, 2.1 FEET NORTH OF THE WITNESS POST, AND SET
 CG0414'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE GROUND.
 CG0414
 CG0414                          STATION RECOVERY (2001)
 CG0414
 CG0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0492 ***********************************************************************
 CG0492  DESIGNATION -  J 114
 CG0492  PID         -  CG0492
 CG0492  STATE/COUNTY-  AZ/PIMA
 CG0492  USGS QUAD   -  TWIN BUTTES (1981)
 CG0492
 CG0492                         *CURRENT SURVEY CONTROL
 CG0492  ___________________________________________________________________
 CG0492* NAD 83(1986)-  31 57 09.     (N)    111 04 19.     (W)     SCALED    
 CG0492* NAVD 88     -      1053.70   (+/-2cm)    3457.0    (feet)  VERTCON   
 CG0492  ___________________________________________________________________
 CG0492  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0492
 CG0492.The horizontal coordinates were scaled from a topographic map and have
 CG0492.an estimated accuracy of +/- 6 seconds.
 CG0492
 CG0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0492.The vertical order pertains to the NGVD 29 superseded value.
 CG0492
 CG0492.The geoid height was determined by GEOID03.
 CG0492
 CG0492;                    North         East    Units  Estimated Accuracy
 CG0492;SPC AZ C     -   105,910.      293,220.      MT  (+/- 180 meters Scaled)
 CG0492
 CG0492                          SUPERSEDED SURVEY CONTROL
 CG0492
 CG0492  NGVD 29 (??/??/92) 1052.955  (m)         3454.57   (f) ADJ UNCH    2 0
 CG0492
 CG0492.Superseded values are not recommended for survey control.
 CG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0492.See file dsdata.txt to determine how the superseded data were derived.
 CG0492
 CG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA932351(NAD 83)
 CG0492_MARKER: DB = BENCH MARK DISK
 CG0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0492_STAMPING: J 114 1935
 CG0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0492+STABILITY: SURFACE MOTION
 CG0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0492+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0492
 CG0492  HISTORY     - Date     Condition        Report By
 CG0492  HISTORY     - 1935     MONUMENTED       CGS
 CG0492  HISTORY     - 20060316 GOOD             USPSQD
 CG0492
 CG0492                          STATION DESCRIPTION
 CG0492
 CG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0492'2.0 MI N FROM SAN XAVIER.
 CG0492'2.0 MILES SOUTH ALONG THE TWIN BUTTES ROAD FROM SAN XAVIER, PIMA
 CG0492'COUNTY, 4.1 MILES NORTH OF TWIN BUTTES, 400 FEET NORTH OF A CONCRETE
 CG0492'CULVERT, AND 72 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CG0492'DISK, STAMPED J 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0492
 CG0492                          STATION RECOVERY (2006)
 CG0492
 CG0492'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0492'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0487 ***********************************************************************
 CG0487  DESIGNATION -  J 115
 CG0487  PID         -  CG0487
 CG0487  STATE/COUNTY-  AZ/PIMA
 CG0487  USGS QUAD   -  STEVENS MTN (1982)
 CG0487
 CG0487                         *CURRENT SURVEY CONTROL
 CG0487  ___________________________________________________________________
 CG0487* NAD 83(1986)-  31 59 22.     (N)    111 19 40.     (W)     SCALED    
 CG0487* NAVD 88     -       927.32   (+/-2cm)    3042.4    (feet)  VERTCON   
 CG0487  ___________________________________________________________________
 CG0487  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CG0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0487
 CG0487.The horizontal coordinates were scaled from a topographic map and have
 CG0487.an estimated accuracy of +/- 6 seconds.
 CG0487
 CG0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0487.The vertical order pertains to the NGVD 29 superseded value.
 CG0487
 CG0487.The geoid height was determined by GEOID03.
 CG0487
 CG0487;                    North         East    Units  Estimated Accuracy
 CG0487;SPC AZ C     -   109,850.      269,010.      MT  (+/- 180 meters Scaled)
 CG0487
 CG0487                          SUPERSEDED SURVEY CONTROL
 CG0487
 CG0487  NGVD 29 (??/??/92)  926.583  (m)         3039.96   (f) ADJ UNCH    2 0
 CG0487
 CG0487.Superseded values are not recommended for survey control.
 CG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0487.See file dsdata.txt to determine how the superseded data were derived.
 CG0487
 CG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA690393(NAD 83)
 CG0487_MARKER: DB = BENCH MARK DISK
 CG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0487_STAMPING: J 115 1935
 CG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0487+STABILITY: SURFACE MOTION
 CG0487
 CG0487  HISTORY     - Date     Condition        Report By
 CG0487  HISTORY     - 1935     MONUMENTED       CGS
 CG0487  HISTORY     - 1975     GOOD             USGS
 CG0487
 CG0487                          STATION DESCRIPTION
 CG0487
 CG0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0487'5 MI SW FROM THREE POINTS.
 CG0487'2.2 MILES SOUTHEAST ALONG THE SOTO RANCH ROAD FROM THE JUNCTION OF THE
 CG0487'SASABE ROAD ABOUT 5 MILES SOUTHWEST OF THREE POINTS, PIMA COUNTY, 0.2
 CG0487'MILE NORTHWEST OF A GATE ACROSS THE ROAD, AND 23 FEET WEST OF THE
 CG0487'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J 115 1935 AND SET
 CG0487'IN THE TOP OF A CONCRETE POST.
 CG0487
 CG0487                          STATION RECOVERY (1975)
 CG0487
 CG0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0487'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.,
 CG0487'THENCE 8.75 MI S. ALONG SIERRITA MTN. RD. TO PHILLIPS RD., THENCE 3.0
 CG0487'MI W. ALONG PHILLIPS RD. TO SHAW RD., THENCE 0.1 MI N. ALONG SHAW RD.
 CG0487'TO TRACK RD. NW., THENCE 0.9 MI NW. ALONG TRACK RD. 21 FT SW. OF
 CG0487'CENTER OF RD. SET IN TOP OF CONCRETE POST. NGS DISK STAMPED J 115
 CG0487'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0493 ***********************************************************************
 FS0493  DESIGNATION -  J 116
 FS0493  PID         -  FS0493
 FS0493  STATE/COUNTY-  AZ/MOHAVE
 FS0493  USGS QUAD   -  GRASSHOPPER JUNCTION NW (1967)
 FS0493
 FS0493                         *CURRENT SURVEY CONTROL
 FS0493  ___________________________________________________________________
 FS0493* NAD 83(1986)-  35 29 32.     (N)    114 27 26.     (W)     SCALED    
 FS0493* NAVD 88     -      1024.660  (meters)    3361.74   (feet)  POSTED    
 FS0493  ___________________________________________________________________
 FS0493  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FS0493  DYNAMIC HT  -        1023.490 (meters)    3357.90  (feet)  COMP
 FS0493  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 FS0493
 FS0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0493
 FS0493.The horizontal coordinates were scaled from a topographic map and have
 FS0493.an estimated accuracy of +/- 6 seconds.
 FS0493
 FS0493.The orthometric height was determined by differential leveling
 FS0493.and adjusted by the  in 1992.
 FS0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0493.rate of 0.0 thru 1.0 mm/km.
 FS0493
 FS0493.The geoid height was determined by GEOID03.
 FS0493
 FS0493.The dynamic height is computed by dividing the NAVD 88
 FS0493.geopotential number by the normal gravity value computed on the
 FS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0493.degrees latitude (g = 980.6199 gals.).
 FS0493
 FS0493.The modeled gravity was interpolated from observed gravity values.
 FS0493
 FS0493;                    North         East    Units  Estimated Accuracy
 FS0493;SPC AZ W     -   498,430.      149,190.      MT  (+/- 180 meters Scaled)
 FS0493
 FS0493                          SUPERSEDED SURVEY CONTROL
 FS0493
 FS0493  NGVD 29 (??/??/92) 1023.866  (m)         3359.13   (f) ADJ UNCH    1 2
 FS0493
 FS0493.Superseded values are not recommended for survey control.
 FS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0493.See file dsdata.txt to determine how the superseded data were derived.
 FS0493
 FS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV306306(NAD 83)
 FS0493_MARKER: DB = BENCH MARK DISK
 FS0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0493_STAMPING: J 116 1935
 FS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0493+STABILITY: SURFACE MOTION
 FS0493
 FS0493  HISTORY     - Date     Condition        Report By
 FS0493  HISTORY     - 1935     MONUMENTED       CGS
 FS0493  HISTORY     - 1950     GOOD             NGS
 FS0493
 FS0493                          STATION DESCRIPTION
 FS0493
 FS0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0493'15 MI NW FROM GRASSHOPPER JUNCTION.
 FS0493'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0493'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 7.6 MILES WEST
 FS0493'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.5
 FS0493'MILE EAST OF A TRACK ROAD LEADING NORTH, 0.25 MILE WEST OF A
 FS0493'POINT WHERE THE ROAD CROSSES A DRY WASH, ABOUT 38 YARDS NORTHEAST
 FS0493'OF AND ACROSS THE ROAD FROM A G.L.O. QUARTER-SECTION MARKER, 31
 FS0493'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A
 FS0493'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FS0493'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0516 ***********************************************************************
 CG0516  DESIGNATION -  J 117
 CG0516  PID         -  CG0516
 CG0516  STATE/COUNTY-  AZ/PIMA
 CG0516  USGS QUAD   -  CERRO COLORADO (1982)
 CG0516
 CG0516                         *CURRENT SURVEY CONTROL
 CG0516  ___________________________________________________________________
 CG0516* NAD 83(1986)-  31 37 53.     (N)    111 18 08.     (W)     SCALED    
 CG0516* NAVD 88     -      1156.58   (+/-2cm)    3794.5    (feet)  VERTCON   
 CG0516  ___________________________________________________________________
 CG0516  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CG0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0516
 CG0516.The horizontal coordinates were scaled from a topographic map and have
 CG0516.an estimated accuracy of +/- 6 seconds.
 CG0516
 CG0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0516.The vertical order pertains to the NGVD 29 superseded value.
 CG0516
 CG0516.The geoid height was determined by GEOID03.
 CG0516
 CG0516;                    North         East    Units  Estimated Accuracy
 CG0516;SPC AZ C     -    70,160.      271,650.      MT  (+/- 180 meters Scaled)
 CG0516
 CG0516                          SUPERSEDED SURVEY CONTROL
 CG0516
 CG0516  NGVD 29 (??/??/92) 1155.758  (m)         3791.85   (f) ADJ UNCH    2 0
 CG0516
 CG0516.Superseded values are not recommended for survey control.
 CG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0516.See file dsdata.txt to determine how the superseded data were derived.
 CG0516
 CG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV713996(NAD 83)
 CG0516_MARKER: DB = BENCH MARK DISK
 CG0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0516_STAMPING: J 117 1935
 CG0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0516+STABILITY: SURFACE MOTION
 CG0516
 CG0516  HISTORY     - Date     Condition        Report By
 CG0516  HISTORY     - 1935     MONUMENTED       CGS
 CG0516  HISTORY     - 1952     GOOD             NGS
 CG0516  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0516
 CG0516                          STATION DESCRIPTION
 CG0516
 CG0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0516'5.5 MI NE FROM ARIVACA.
 CG0516'5.5 MILES NORTHEAST ALONG THE ARIVACA ROAD FROM THE SCHOOL AT ARIVACA,
 CG0516'ABOUT 0.2 MILE EAST OF A LARGE WASH, IN A SMALL CLEARING, ABOUT 0.1
 CG0516'MILE SOUTHWEST OF A CATTLE GUARD, 57 FEET SOUTH OF THE CENTER LINE OF
 CG0516'ARIVACA ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CG0516'FOOT, AND ABOUT LEVEL WITH THE ROAD.
 CG0516
 CG0516                          STATION RECOVERY (2001)
 CG0516
 CG0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0516'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0535 ***********************************************************************
 CG0535  DESIGNATION -  J 118
 CG0535  PID         -  CG0535
 CG0535  STATE/COUNTY-  AZ/PIMA
 CG0535  USGS QUAD   -  LAS GUIJAS (1983)
 CG0535
 CG0535                         *CURRENT SURVEY CONTROL
 CG0535  ___________________________________________________________________
 CG0535* NAD 83(1986)-  31 37 48.     (N)    111 25 40.     (W)     SCALED    
 CG0535* NAVD 88     -      1033.79   (+/-2cm)    3391.7    (feet)  VERTCON   
 CG0535  ___________________________________________________________________
 CG0535  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CG0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0535
 CG0535.The horizontal coordinates were scaled from a topographic map and have
 CG0535.an estimated accuracy of +/- 6 seconds.
 CG0535
 CG0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0535.The vertical order pertains to the NGVD 29 superseded value.
 CG0535
 CG0535.The geoid height was determined by GEOID03.
 CG0535
 CG0535;                    North         East    Units  Estimated Accuracy
 CG0535;SPC AZ C     -    69,950.      259,740.      MT  (+/- 180 meters Scaled)
 CG0535
 CG0535                          SUPERSEDED SURVEY CONTROL
 CG0535
 CG0535  NGVD 29 (??/??/92) 1032.991  (m)         3389.07   (f) ADJ UNCH    2 0
 CG0535
 CG0535.Superseded values are not recommended for survey control.
 CG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0535.See file dsdata.txt to determine how the superseded data were derived.
 CG0535
 CG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV594995(NAD 83)
 CG0535_MARKER: DB = BENCH MARK DISK
 CG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0535_STAMPING: J 118 1935
 CG0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0535+STABILITY: SURFACE MOTION
 CG0535
 CG0535  HISTORY     - Date     Condition        Report By
 CG0535  HISTORY     - 1935     MONUMENTED       CGS
 CG0535  HISTORY     - 1975     GOOD             USGS
 CG0535
 CG0535                          STATION DESCRIPTION
 CG0535
 CG0535'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CG0535'0.1 MI S FROM ARIVACA.
 CG0535'0.1 MI. S TO THE MAIN RD FROM THE SCHOOL HOUSE AT ARIVACA, THENCE 7.8
 CG0535'MI. NW ALONG THE MAIN RD P.O. AND GENERAL STORE IN ARIVACA, ABOUT 0.1
 CG0535'MI. W.  THENCE 7.8 MI. NW FROM, 260 FT. SW. OF RD. AT A POINT 0.05 MI.
 CG0535'SE OF A SIDE RD TO THE NW., SET IN TOP OF A CONCRETE POST PROJECTING
 CG0535'0.6 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0863 ***********************************************************************
 FS0863  DESIGNATION -  J 119
 FS0863  PID         -  FS0863
 FS0863  STATE/COUNTY-  AZ/MOHAVE
 FS0863  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0863
 FS0863                         *CURRENT SURVEY CONTROL
 FS0863  ___________________________________________________________________
 FS0863* NAD 83(1986)-  35 50 18.     (N)    114 30 13.     (W)     SCALED    
 FS0863* NAVD 88     -       627.119  (meters)    2057.47   (feet)  POSTED    
 FS0863  ___________________________________________________________________
 FS0863  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FS0863  DYNAMIC HT  -         626.470 (meters)    2055.34  (feet)  COMP
 FS0863  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 FS0863
 FS0863  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0863
 FS0863.The horizontal coordinates were scaled from a topographic map and have
 FS0863.an estimated accuracy of +/- 6 seconds.
 FS0863
 FS0863.The orthometric height was determined by differential leveling
 FS0863.and adjusted by the  in 1992.
 FS0863.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0863.rate of 0.0 thru 1.0 mm/km.
 FS0863
 FS0863.The geoid height was determined by GEOID03.
 FS0863
 FS0863.The dynamic height is computed by dividing the NAVD 88
 FS0863.geopotential number by the normal gravity value computed on the
 FS0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0863.degrees latitude (g = 980.6199 gals.).
 FS0863
 FS0863.The modeled gravity was interpolated from observed gravity values.
 FS0863
 FS0863;                    North         East    Units  Estimated Accuracy
 FS0863;SPC AZ W     -   536,860.      145,280.      MT  (+/- 180 meters Scaled)
 FS0863
 FS0863                          SUPERSEDED SURVEY CONTROL
 FS0863
 FS0863  NGVD 29 (??/??/92)  626.384  (m)         2055.06   (f) ADJ UNCH    1 1
 FS0863
 FS0863.Superseded values are not recommended for survey control.
 FS0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0863.See file dsdata.txt to determine how the superseded data were derived.
 FS0863
 FS0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV254688(NAD 83)
 FS0863_MARKER: DB = BENCH MARK DISK
 FS0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0863_STAMPING: J 119 1935
 FS0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0863+STABILITY: SURFACE MOTION
 FS0863
 FS0863  HISTORY     - Date     Condition        Report By
 FS0863  HISTORY     - 1935     MONUMENTED       CGS
 FS0863  HISTORY     - 1950     GOOD             NGS
 FS0863  HISTORY     - 1963     GOOD             NGS
 FS0863
 FS0863                          STATION DESCRIPTION
 FS0863
 FS0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0863'17.5 MI S FROM MOUTH OF DETRITAL WASH.
 FS0863'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0863'MEAD, THENCE 10.6 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.4
 FS0863'MILE SOUTH OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, 68
 FS0863'FEET NORTHWEST OF THE NORTHWEST BASE OF A RIDGE, 31 FEET SOUTH
 FS0863'OF THE SOUTH BASE OF A RIDGE, 38 FEET EAST OF THE CENTER LINE
 FS0863'OF THE ROAD, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 FS0863'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0863'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0863
 FS0863                          STATION RECOVERY (1963)
 FS0863
 FS0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1076 ***********************************************************************
 DV1076  DESIGNATION -  J 12
 DV1076  PID         -  DV1076
 DV1076  STATE/COUNTY-  AZ/LA PAZ
 DV1076  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1076
 DV1076                         *CURRENT SURVEY CONTROL
 DV1076  ___________________________________________________________________
 DV1076* NAD 83(1986)-  33 57 16.     (N)    113 33 18.     (W)     SCALED    
 DV1076* NAVD 88     -       782.01   (+/-2cm)    2565.6    (feet)  VERTCON   
 DV1076  ___________________________________________________________________
 DV1076  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1076  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1076
 DV1076.The horizontal coordinates were scaled from a topographic map and have
 DV1076.an estimated accuracy of +/- 6 seconds.
 DV1076
 DV1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1076.The vertical order pertains to the NGVD 29 superseded value.
 DV1076
 DV1076.The geoid height was determined by GEOID03.
 DV1076
 DV1076;                    North         East    Units  Estimated Accuracy
 DV1076;SPC AZ W     -   327,630.      231,380.      MT  (+/- 180 meters Scaled)
 DV1076
 DV1076                          SUPERSEDED SURVEY CONTROL
 DV1076
 DV1076  NGVD 29 (??/??/92)  781.272  (m)         2563.22   (f) ADJ UNCH    1 2
 DV1076
 DV1076.Superseded values are not recommended for survey control.
 DV1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1076.See file dsdata.txt to determine how the superseded data were derived.
 DV1076
 DV1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC638600(NAD 83)
 DV1076_MARKER: DB = BENCH MARK DISK
 DV1076_SETTING: 66 = SET IN ROCK OUTCROP
 DV1076_SP_SET: ROCK OUTCROP
 DV1076_STAMPING: 2563.223 J 12 1927
 DV1076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1076+STABILITY: POSITION/ELEVATION WELL
 DV1076
 DV1076  HISTORY     - Date     Condition        Report By
 DV1076  HISTORY     - 1927     MONUMENTED       CGS
 DV1076  HISTORY     - 1955     GOOD             NGS
 DV1076  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1076
 DV1076                          STATION DESCRIPTION
 DV1076
 DV1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV1076'9.4 MI N FROM WENDEN.
 DV1076'9.4 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 DV1076'WENDEN, YUMA COUNTY, AT THE SUMMIT OF CUNNINGHAM PASS, 28 FEET
 DV1076'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 11 FEET NORTH OF A
 DV1076'BARBED-WIRE FENCE, 14 FEET WEST OF THE WEST GATEPOST, IN THE TOP OF A
 DV1076'ROCK OUTCROP, AND 4 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 DV1076'2563.223 J 12 1927.
 DV1076
 DV1076                          STATION RECOVERY (1981)
 DV1076
 DV1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1076'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0375 ***********************************************************************
 FS0375  DESIGNATION -  J 120
 FS0375  PID         -  FS0375
 FS0375  STATE/COUNTY-  AZ/MOHAVE
 FS0375  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0375
 FS0375                         *CURRENT SURVEY CONTROL
 FS0375  ___________________________________________________________________
 FS0375* NAD 83(1986)-  35 59 59.     (N)    114 28 31.     (W)     SCALED    
 FS0375* NAVD 88     -       431.114  (meters)    1414.41   (feet)  POSTED    
 FS0375  ___________________________________________________________________
 FS0375  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0375  DYNAMIC HT  -         430.690 (meters)    1413.02  (feet)  COMP
 FS0375  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 FS0375
 FS0375  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0375
 FS0375.The horizontal coordinates were scaled from a topographic map and have
 FS0375.an estimated accuracy of +/- 6 seconds.
 FS0375
 FS0375.The orthometric height was determined by differential leveling
 FS0375.and adjusted by the  in 1992.
 FS0375.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0375.rate of 0.0 thru 1.0 mm/km.
 FS0375
 FS0375.The geoid height was determined by GEOID03.
 FS0375
 FS0375.The dynamic height is computed by dividing the NAVD 88
 FS0375.geopotential number by the normal gravity value computed on the
 FS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0375.degrees latitude (g = 980.6199 gals.).
 FS0375
 FS0375.The modeled gravity was interpolated from observed gravity values.
 FS0375
 FS0375;                    North         East    Units  Estimated Accuracy
 FS0375;SPC AZ W     -   554,740.      147,970.      MT  (+/- 180 meters Scaled)
 FS0375
 FS0375                          SUPERSEDED SURVEY CONTROL
 FS0375
 FS0375  NGVD 29 (??/??/92)  430.395  (m)         1412.05   (f) ADJ UNCH    1 1
 FS0375
 FS0375.Superseded values are not recommended for survey control.
 FS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0375.See file dsdata.txt to determine how the superseded data were derived.
 FS0375
 FS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV275868(NAD 83)
 FS0375_MARKER: DB = BENCH MARK DISK
 FS0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0375_STAMPING: J 120 1935
 FS0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0375+STABILITY: SURFACE MOTION
 FS0375
 FS0375  HISTORY     - Date     Condition        Report By
 FS0375  HISTORY     - 1935     MONUMENTED       CGS
 FS0375  HISTORY     - 1950     GOOD             NGS
 FS0375  HISTORY     - 1963     GOOD             NGS
 FS0375
 FS0375                          STATION DESCRIPTION
 FS0375
 FS0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0375'4.3 MI S FROM MOUTH OF DETRITAL WASH.
 FS0375'4.3 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0375'MEAD, ABOUT 250 YARDS WEST OF THE WEST BANK, ABOUT 325 YARDS EAST
 FS0375'OF THE FOOTHILLS, ABOUT 120 YARDS WEST OF THE APPROXIMATE CENTER
 FS0375'OF THE TOP OF THE SOUTH ONE OF A GROUP OF GRAVEL COVERED
 FS0375'ROUND-TOPPED KNOLLS AT THE EDGE OF THE HIGHWATER MARK, 3.1 FEET
 FS0375'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FS0375'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0375
 FS0375                          STATION RECOVERY (1963)
 FS0375
 FS0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0943 ***********************************************************************
 FS0943  DESIGNATION -  J 121 RESET
 FS0943  PID         -  FS0943
 FS0943  STATE/COUNTY-  AZ/MOHAVE
 FS0943  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0943
 FS0943                         *CURRENT SURVEY CONTROL
 FS0943  ___________________________________________________________________
 FS0943* NAD 83(1986)-  35 43 59.     (N)    114 29 33.     (W)     SCALED    
 FS0943* NAVD 88     -       735.005  (meters)    2411.43   (feet)  ADJUSTED  
 FS0943  ___________________________________________________________________
 FS0943  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS0943  DYNAMIC HT  -         734.222 (meters)    2408.86  (feet)  COMP
 FS0943  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 FS0943
 FS0943  VERT ORDER  -  FIRST     CLASS II
 FS0943
 FS0943.The horizontal coordinates were scaled from a topographic map and have
 FS0943.an estimated accuracy of +/- 6 seconds.
 FS0943
 FS0943.The orthometric height was determined by differential leveling
 FS0943.and adjusted in June 1991.
 FS0943
 FS0943.The geoid height was determined by GEOID03.
 FS0943
 FS0943.The dynamic height is computed by dividing the NAVD 88
 FS0943.geopotential number by the normal gravity value computed on the
 FS0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0943.degrees latitude (g = 980.6199 gals.).
 FS0943
 FS0943.The modeled gravity was interpolated from observed gravity values.
 FS0943
 FS0943;                    North         East    Units  Estimated Accuracy
 FS0943;SPC AZ W     -   525,170.      146,190.      MT  (+/- 180 meters Scaled)
 FS0943
 FS0943                          SUPERSEDED SURVEY CONTROL
 FS0943
 FS0943.No superseded survey control is available for this station.
 FS0943
 FS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV267572(NAD 83)
 FS0943_MARKER: DB = BENCH MARK DISK
 FS0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0943_SP_SET: CONCRETE POST
 FS0943_STAMPING: J 121 RESET 1981
 FS0943_MARK LOGO: NGS   
 FS0943_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0943+STABILITY: SURFACE MOTION
 FS0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0943+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0943
 FS0943  HISTORY     - Date     Condition        Report By
 FS0943  HISTORY     - 1981     MONUMENTED       AZDT
 FS0943  HISTORY     - 1982     GOOD             NGS
 FS0943  HISTORY     - 19870223 GOOD             USPSQD
 FS0943  HISTORY     - 20050717 GOOD             USPSQD
 FS0943
 FS0943                          STATION DESCRIPTION
 FS0943
 FS0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0943'44.7 KM (27.8 MI) SE FROM HOOVER DAM.
 FS0943'44.7 KM (27.8 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0943'OF HOOVER DAM, AT MILEPOST 26, 46.0 METERS (151 FT) SOUTHWEST OF THE
 FS0943'CENTERLINE OF THE OLD HIGHWAY, 14.3 METERS (47 FT) NORTHEAST OF THE
 FS0943'RIGHT-OF-WAT FENCE.
 FS0943'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FS0943'THE MARK IS 1.0 M ABOVE THE OLD HIGHWAY.
 FS0943
 FS0943                          STATION RECOVERY (1987)
 FS0943
 FS0943'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0943'RECOVERED IN GOOD CONDITION.
 FS0943
 FS0943                          STATION RECOVERY (2005)
 FS0943
 FS0943'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0943'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0679 ***********************************************************************
 CG0679  DESIGNATION -  J 122
 CG0679  PID         -  CG0679
 CG0679  STATE/COUNTY-  AZ/PIMA
 CG0679  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0679
 CG0679                         *CURRENT SURVEY CONTROL
 CG0679  ___________________________________________________________________
 CG0679* NAD 83(1986)-  31 42 45.     (N)    111 40 48.     (W)     SCALED    
 CG0679* NAVD 88     -       964.78   (+/-2cm)    3165.3    (feet)  VERTCON   
 CG0679  ___________________________________________________________________
 CG0679  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CG0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0679
 CG0679.The horizontal coordinates were scaled from a topographic map and have
 CG0679.an estimated accuracy of +/- 6 seconds.
 CG0679
 CG0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0679.The vertical order pertains to the NGVD 29 superseded value.
 CG0679
 CG0679.The geoid height was determined by GEOID03.
 CG0679
 CG0679;                    North         East    Units  Estimated Accuracy
 CG0679;SPC AZ C     -    79,020.      235,790.      MT  (+/- 180 meters Scaled)
 CG0679
 CG0679                          SUPERSEDED SURVEY CONTROL
 CG0679
 CG0679  NGVD 29 (??/??/92)  963.997  (m)         3162.71   (f) ADJ UNCH    2 0
 CG0679
 CG0679.Superseded values are not recommended for survey control.
 CG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0679.See file dsdata.txt to determine how the superseded data were derived.
 CG0679
 CG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA355087(NAD 83)
 CG0679_MARKER: DB = BENCH MARK DISK
 CG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0679_STAMPING: J 122 1935
 CG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0679+STABILITY: SURFACE MOTION
 CG0679
 CG0679  HISTORY     - Date     Condition        Report By
 CG0679  HISTORY     - 1935     MONUMENTED       CGS
 CG0679  HISTORY     - 1952     GOOD             NGS
 CG0679  HISTORY     - 1977     GOOD             USGS
 CG0679
 CG0679                          STATION DESCRIPTION
 CG0679
 CG0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0679'17.00 MI SE FROM TOPAWA.
 CG0679'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0679'TOPAWA, THENCE 8.2 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0679'0.2 MILE NORTHEAST OF A Y JUNCTION OF THE MAIN ROAD AND A DIM TRACK
 CG0679'ROAD LEADING EAST, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 CG0679'1.8 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND
 CG0679'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 CG0679'GROUND.
 CG0679
 CG0679                          STATION RECOVERY (1977)
 CG0679
 CG0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0679'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0679'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0072 ***********************************************************************
 DU0072  DESIGNATION -  J 123
 DU0072  PID         -  DU0072
 DU0072  STATE/COUNTY-  AZ/GILA
 DU0072  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0072
 DU0072                         *CURRENT SURVEY CONTROL
 DU0072  ___________________________________________________________________
 DU0072* NAD 83(1986)-  33 37 23.     (N)    110 13 31.     (W)     SCALED    
 DU0072* NAVD 88     -      1735.485  (meters)    5693.84   (feet)  ADJUSTED  
 DU0072  ___________________________________________________________________
 DU0072  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DU0072  DYNAMIC HT  -        1732.933 (meters)    5685.46  (feet)  COMP
 DU0072  MODELED GRAV-     979,104.2   (mgal)                       NAVD 88
 DU0072
 DU0072  VERT ORDER  -  SECOND    CLASS 0
 DU0072
 DU0072.The horizontal coordinates were scaled from a topographic map and have
 DU0072.an estimated accuracy of +/- 6 seconds.
 DU0072
 DU0072.The orthometric height was determined by differential leveling
 DU0072.and adjusted in June 1991.
 DU0072
 DU0072.The geoid height was determined by GEOID03.
 DU0072
 DU0072.The dynamic height is computed by dividing the NAVD 88
 DU0072.geopotential number by the normal gravity value computed on the
 DU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0072.degrees latitude (g = 980.6199 gals.).
 DU0072
 DU0072.The modeled gravity was interpolated from observed gravity values.
 DU0072
 DU0072;                    North         East    Units  Estimated Accuracy
 DU0072;SPC AZ E     -   290,850.      207,920.      MT  (+/- 180 meters Scaled)
 DU0072
 DU0072                          SUPERSEDED SURVEY CONTROL
 DU0072
 DU0072  NGVD 29 (??/??/92) 1734.761  (m)         5691.46   (f) ADJ UNCH    2 0
 DU0072
 DU0072.Superseded values are not recommended for survey control.
 DU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0072.See file dsdata.txt to determine how the superseded data were derived.
 DU0072
 DU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC718206(NAD 83)
 DU0072_MARKER: DB = BENCH MARK DISK
 DU0072_SETTING: 80 = SET IN A BOULDER
 DU0072_SP_SET: BOULDER
 DU0072_STAMPING: J 123 1935
 DU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0072+STABILITY: SURFACE MOTION
 DU0072
 DU0072  HISTORY     - Date     Condition        Report By
 DU0072  HISTORY     - 1935     MONUMENTED       CGS
 DU0072
 DU0072                          STATION DESCRIPTION
 DU0072
 DU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0072'5.7 MI NE FROM HILLTOP.
 DU0072'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0072'COUNTY, THENCE 5.8 MILES SOUTHEAST ALONG THE ROCKY CREEK ROAD, 0.1
 DU0072'MILE EAST OF THE CROSSING OVER A WASH, 18 FEET SOUTH OF THE CENTERLINE
 DU0072'OF THE ROAD, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED J
 DU0072'123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0488 ***********************************************************************
 FR0488  DESIGNATION -  J 124
 FR0488  PID         -  FR0488
 FR0488  STATE/COUNTY-  AZ/MOHAVE
 FR0488  USGS QUAD   -  ANTARES (1980)
 FR0488
 FR0488                         *CURRENT SURVEY CONTROL
 FR0488  ___________________________________________________________________
 FR0488* NAD 83(1986)-  35 23 04.     (N)    113 50 55.     (W)     SCALED    
 FR0488* NAVD 88     -      1056.061  (meters)    3464.76   (feet)  ADJUSTED  
 FR0488  ___________________________________________________________________
 FR0488  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FR0488  DYNAMIC HT  -        1054.817 (meters)    3460.68  (feet)  COMP
 FR0488  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 FR0488
 FR0488  VERT ORDER  -  FIRST     CLASS I
 FR0488
 FR0488.The horizontal coordinates were scaled from a topographic map and have
 FR0488.an estimated accuracy of +/- 6 seconds.
 FR0488
 FR0488.The orthometric height was determined by differential leveling
 FR0488.and adjusted in June 1991.
 FR0488
 FR0488.The geoid height was determined by GEOID03.
 FR0488
 FR0488.The dynamic height is computed by dividing the NAVD 88
 FR0488.geopotential number by the normal gravity value computed on the
 FR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0488.degrees latitude (g = 980.6199 gals.).
 FR0488
 FR0488.The modeled gravity was interpolated from observed gravity values.
 FR0488
 FR0488;                    North         East    Units  Estimated Accuracy
 FR0488;SPC AZ W     -   486,240.      204,400.      MT  (+/- 180 meters Scaled)
 FR0488
 FR0488                          SUPERSEDED SURVEY CONTROL
 FR0488
 FR0488  NGVD 29 (??/??/92) 1055.260  (m)         3462.13   (f) ADJ UNCH    1 1
 FR0488
 FR0488.Superseded values are not recommended for survey control.
 FR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0488.See file dsdata.txt to determine how the superseded data were derived.
 FR0488
 FR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE412194(NAD 83)
 FR0488_MARKER: DB = BENCH MARK DISK
 FR0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0488_STAMPING: J 124 1935
 FR0488_MARK LOGO: CGS   
 FR0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0488+STABILITY: SURFACE MOTION
 FR0488
 FR0488  HISTORY     - Date     Condition        Report By
 FR0488  HISTORY     - 1935     MONUMENTED       CGS
 FR0488  HISTORY     - 1940     GOOD             NGS
 FR0488  HISTORY     - 1982     GOOD             NGS
 FR0488
 FR0488                          STATION DESCRIPTION
 FR0488
 FR0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0488'9.2 MI W FROM HACKBERRY.
 FR0488'9.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0488'THE STATION AT HACKBERRY, MOHAVE COUNTY, 160 FEET FROM MILEPOST 498,
 FR0488'88 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND 2.7 FEET FROM
 FR0488'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 124 1935.
 FR0488
 FR0488                          STATION RECOVERY (1982)
 FR0488
 FR0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0488'29.9 KM (18.6 MILES ) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0488'FE RAILROAD FROM THE STATION AT KINGMAN, 0.1 KM (0.05 MILE) NORTHEAST
 FR0488'OF A DRY WASH, 25.9 METERS (85.0 FEET) NORTHWEST OF THE NORTHWEST
 FR0488'RAIL, 40.2 METERS (132.0 FEET) WEST SOUTHWEST OF RAILROAD SIGNAL LIGHT
 FR0488'NUMBER 497.2, 25.9 METERS (85.0 FEET) WEST OF RAILROAD MILEPOST 498,
 FR0488'11.3 METERS (37.0 FEET) SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 FR0488'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 FR0488'THE MARK IS 2.2 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0669 ***********************************************************************
 FR0669  DESIGNATION -  J 125
 FR0669  PID         -  FR0669
 FR0669  STATE/COUNTY-  AZ/MOHAVE
 FR0669  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0669
 FR0669                         *CURRENT SURVEY CONTROL
 FR0669  ___________________________________________________________________
 FR0669* NAD 83(1986)-  35 34 01.     (N)    113 53 26.     (W)     SCALED    
 FR0669* NAVD 88     -       905.682  (meters)    2971.39   (feet)  POSTED    
 FR0669  ___________________________________________________________________
 FR0669  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FR0669  DYNAMIC HT  -         904.640 (meters)    2967.97  (feet)  COMP
 FR0669  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 FR0669
 FR0669  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0669
 FR0669.The horizontal coordinates were scaled from a topographic map and have
 FR0669.an estimated accuracy of +/- 6 seconds.
 FR0669
 FR0669.The orthometric height was determined by differential leveling
 FR0669.and adjusted by the  in 1992.
 FR0669.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0669.rate of 1.1 thru 2.0 mm/km.
 FR0669
 FR0669.The geoid height was determined by GEOID03.
 FR0669
 FR0669.The dynamic height is computed by dividing the NAVD 88
 FR0669.geopotential number by the normal gravity value computed on the
 FR0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0669.degrees latitude (g = 980.6199 gals.).
 FR0669
 FR0669.The modeled gravity was interpolated from observed gravity values.
 FR0669
 FR0669;                    North         East    Units  Estimated Accuracy
 FR0669;SPC AZ W     -   506,490.      200,620.      MT  (+/- 180 meters Scaled)
 FR0669
 FR0669                          SUPERSEDED SURVEY CONTROL
 FR0669
 FR0669  NGVD 29 (??/??/92)  904.915  (m)         2968.88   (f) ADJ UNCH    1 1
 FR0669
 FR0669.Superseded values are not recommended for survey control.
 FR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0669.See file dsdata.txt to determine how the superseded data were derived.
 FR0669
 FR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE380397(NAD 83)
 FR0669_MARKER: DB = BENCH MARK DISK
 FR0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0669_STAMPING: J 125 1935
 FR0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0669+STABILITY: SURFACE MOTION
 FR0669
 FR0669  HISTORY     - Date     Condition        Report By
 FR0669  HISTORY     - 1935     MONUMENTED       CGS
 FR0669  HISTORY     - 1940     GOOD             NGS
 FR0669  HISTORY     - 1955     GOOD             NGS
 FR0669
 FR0669                          STATION DESCRIPTION
 FR0669
 FR0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0669'16.6 MI N FROM HACKBERRY.
 FR0669'16.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0669'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 0.5 MILE
 FR0669'NORTHWEST OF A CATTLE GUARD, 15 FEET WEST OF THE CENTERLINE OF THE
 FR0669'ROAD, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FR0669'DISK, STAMPED J 125 1935 AND SET IN THE TOP OF A CONCRETE POST
 FR0669'PROJECTING 0.6 FOOT ABOVE GROUND.
 FR0669
 FR0669                          STATION RECOVERY (1955)
 FR0669
 FR0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0469 ***********************************************************************
 FS0469  DESIGNATION -  J 126
 FS0469  PID         -  FS0469
 FS0469  STATE/COUNTY-  AZ/MOHAVE
 FS0469  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0469
 FS0469                         *CURRENT SURVEY CONTROL
 FS0469  ___________________________________________________________________
 FS0469* NAD 83(1986)-  35 59 16.     (N)    114 04 59.     (W)     SCALED    
 FS0469* NAVD 88     -       961.386  (meters)    3154.15   (feet)  POSTED    
 FS0469  ___________________________________________________________________
 FS0469  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0469  DYNAMIC HT  -         960.340 (meters)    3150.72  (feet)  COMP
 FS0469  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 FS0469
 FS0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0469
 FS0469.The horizontal coordinates were scaled from a topographic map and have
 FS0469.an estimated accuracy of +/- 6 seconds.
 FS0469
 FS0469.The orthometric height was determined by differential leveling
 FS0469.and adjusted by the  in 1992.
 FS0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0469.rate of 0.0 thru 1.0 mm/km.
 FS0469
 FS0469.The geoid height was determined by GEOID03.
 FS0469
 FS0469.The dynamic height is computed by dividing the NAVD 88
 FS0469.geopotential number by the normal gravity value computed on the
 FS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0469.degrees latitude (g = 980.6199 gals.).
 FS0469
 FS0469.The modeled gravity was interpolated from observed gravity values.
 FS0469
 FS0469;                    North         East    Units  Estimated Accuracy
 FS0469;SPC AZ W     -   553,230.      183,330.      MT  (+/- 180 meters Scaled)
 FS0469
 FS0469                          SUPERSEDED SURVEY CONTROL
 FS0469
 FS0469  NGVD 29 (??/??/92)  960.654  (m)         3151.75   (f) ADJ UNCH    1 1
 FS0469
 FS0469.Superseded values are not recommended for survey control.
 FS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0469.See file dsdata.txt to determine how the superseded data were derived.
 FS0469
 FS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV629865(NAD 83)
 FS0469_MARKER: DB = BENCH MARK DISK
 FS0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0469_STAMPING: J 126 1935
 FS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0469+STABILITY: SURFACE MOTION
 FS0469
 FS0469  HISTORY     - Date     Condition        Report By
 FS0469  HISTORY     - 1935     MONUMENTED       CGS
 FS0469  HISTORY     - 1950     GOOD             NGS
 FS0469  HISTORY     - 19861215 GOOD             USPSQD
 FS0469
 FS0469                          STATION DESCRIPTION
 FS0469
 FS0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0469'12.5 MI S FROM PIERCES FERRY.
 FS0469'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0469'RANGER STATION AT PIERCES FERRY, THENCE 12.0 MILES SOUTH ALONG
 FS0469'AN OLD ABANDONED ROAD, ABOUT 0.3 MILE EAST OF THE PARK SERVICE
 FS0469'ROAD, AT A POINT WHERE THE ROAD CROSSES A WASH, 24 FEET NORTHWEST
 FS0469'OF THE APPROXIMATE CENTER OF THE WASH, 12 FEET WEST OF THE
 FS0469'CENTER LINE OF THE ROAD, 2.8 FEET SOUTH OF A WITNESS POST, 1 1/2
 FS0469'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0469'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0469
 FS0469                          STATION RECOVERY (1986)
 FS0469
 FS0469'RECOVERY NOTE BY US POWER SQUADRON 1986 (ADC)
 FS0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0402 ***********************************************************************
 GR0402  DESIGNATION -  J 127
 GR0402  PID         -  GR0402
 GR0402  STATE/COUNTY-  AZ/MOHAVE
 GR0402  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0402
 GR0402                         *CURRENT SURVEY CONTROL
 GR0402  ___________________________________________________________________
 GR0402* NAD 83(1986)-  36 07 09.     (N)    114 00 44.     (W)     SCALED    
 GR0402* NAVD 88     -       418.396  (meters)    1372.69   (feet)  POSTED    
 GR0402  ___________________________________________________________________
 GR0402  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GR0402  DYNAMIC HT  -         417.980 (meters)    1371.32  (feet)  COMP
 GR0402  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 GR0402
 GR0402  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0402
 GR0402.The horizontal coordinates were scaled from a topographic map and have
 GR0402.an estimated accuracy of +/- 6 seconds.
 GR0402
 GR0402.The orthometric height was determined by differential leveling
 GR0402.and adjusted by the  in 1992.
 GR0402.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0402.rate of 2.1 thru 3.0 mm/km.
 GR0402
 GR0402.The geoid height was determined by GEOID03.
 GR0402
 GR0402.The dynamic height is computed by dividing the NAVD 88
 GR0402.geopotential number by the normal gravity value computed on the
 GR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0402.degrees latitude (g = 980.6199 gals.).
 GR0402
 GR0402.The modeled gravity was interpolated from observed gravity values.
 GR0402
 GR0402;                    North         East    Units  Estimated Accuracy
 GR0402;SPC AZ W     -   567,790.      189,750.      MT  (+/- 180 meters Scaled)
 GR0402
 GR0402                          SUPERSEDED SURVEY CONTROL
 GR0402
 GR0402  NGVD 29 (??/??/92)  417.713  (m)         1370.45   (f) ADJ UNCH    1 1
 GR0402
 GR0402.Superseded values are not recommended for survey control.
 GR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0402.See file dsdata.txt to determine how the superseded data were derived.
 GR0402
 GR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA689013(NAD 83)
 GR0402_MARKER: DB = BENCH MARK DISK
 GR0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0402_STAMPING: J 127 1935
 GR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0402+STABILITY: SURFACE MOTION
 GR0402
 GR0402  HISTORY     - Date     Condition        Report By
 GR0402  HISTORY     - 1935     MONUMENTED       CGS
 GR0402  HISTORY     - 1950     GOOD             NGS
 GR0402
 GR0402                          STATION DESCRIPTION
 GR0402
 GR0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0402'0.6 MI W FROM PIERCES FERRY.
 GR0402'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0402'STATION AT PIERCES FERRY, THENCE 0.1 MILE SOUTHWEST ALONG AN OLD
 GR0402'ABANDONED ROAD, 0.1 MILE SOUTHWEST OF A DOUBLE 4- BY 8-FOOT CONCRETE
 GR0402'BOX CULVERT UNDER THE GRAVELED PARK SERVICE ROAD, 12 FEET SOUTH OF THE
 GR0402'CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A A WITNESS POST, AND SET IN
 GR0402'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE  GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0430 ***********************************************************************
 FS0430  DESIGNATION -  J 128
 FS0430  PID         -  FS0430
 FS0430  STATE/COUNTY-  AZ/MOHAVE
 FS0430  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0430
 FS0430                         *CURRENT SURVEY CONTROL
 FS0430  ___________________________________________________________________
 FS0430* NAD 83(1986)-  35 53 19.     (N)    114 10 15.     (W)     SCALED    
 FS0430* NAVD 88     -       740.388  (meters)    2429.09   (feet)  POSTED    
 FS0430  ___________________________________________________________________
 FS0430  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FS0430  DYNAMIC HT  -         739.590 (meters)    2426.47  (feet)  COMP
 FS0430  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 FS0430
 FS0430  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0430
 FS0430.The horizontal coordinates were scaled from a topographic map and have
 FS0430.an estimated accuracy of +/- 6 seconds.
 FS0430
 FS0430.The orthometric height was determined by differential leveling
 FS0430.and adjusted by the  in 1992.
 FS0430.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0430.rate of 0.0 thru 1.0 mm/km.
 FS0430
 FS0430.The geoid height was determined by GEOID03.
 FS0430
 FS0430.The dynamic height is computed by dividing the NAVD 88
 FS0430.geopotential number by the normal gravity value computed on the
 FS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0430.degrees latitude (g = 980.6199 gals.).
 FS0430
 FS0430.The modeled gravity was interpolated from observed gravity values.
 FS0430
 FS0430;                    North         East    Units  Estimated Accuracy
 FS0430;SPC AZ W     -   542,260.      175,370.      MT  (+/- 180 meters Scaled)
 FS0430
 FS0430                          SUPERSEDED SURVEY CONTROL
 FS0430
 FS0430  NGVD 29 (??/??/92)  739.688  (m)         2426.79   (f) ADJ UNCH    1 1
 FS0430
 FS0430.Superseded values are not recommended for survey control.
 FS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0430.See file dsdata.txt to determine how the superseded data were derived.
 FS0430
 FS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV553752(NAD 83)
 FS0430_MARKER: DB = BENCH MARK DISK
 FS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0430_STAMPING: J 128 1935
 FS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0430+STABILITY: SURFACE MOTION
 FS0430
 FS0430  HISTORY     - Date     Condition        Report By
 FS0430  HISTORY     - 1935     MONUMENTED       CGS
 FS0430  HISTORY     - 1950     GOOD             NGS
 FS0430  HISTORY     - 19870219 GOOD             USPSQD
 FS0430
 FS0430                          STATION DESCRIPTION
 FS0430
 FS0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0430'10.5 MI S FROM MOUTH OF HUALPAI WASH.
 FS0430'10.5 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0430'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE WEST BANK
 FS0430'OF HUALPAI WASH, ABOUT 126 YARDS EAST OF THE CENTER LINE OF THE
 FS0430'ROAD, 62 FEET WEST OF THE APPROXIMATE CENTER OF THE WASH, 2.5
 FS0430'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 FS0430'BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0430'0.5 FOOT ABOVE THE GROUND.
 FS0430
 FS0430                          STATION RECOVERY (1987)
 FS0430
 FS0430'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0300 ***********************************************************************
 GR0300  DESIGNATION -  J 129
 GR0300  PID         -  GR0300
 GR0300  STATE/COUNTY-  AZ/MOHAVE
 GR0300  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0300
 GR0300                         *CURRENT SURVEY CONTROL
 GR0300  ___________________________________________________________________
 GR0300* NAD 83(1986)-  36 00 35.     (N)    114 07 44.     (W)     SCALED    
 GR0300* NAVD 88     -       372.135  (meters)    1220.91   (feet)  POSTED    
 GR0300  ___________________________________________________________________
 GR0300  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0300  DYNAMIC HT  -         371.760 (meters)    1219.68  (feet)  COMP
 GR0300  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 GR0300
 GR0300  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0300
 GR0300.The horizontal coordinates were scaled from a topographic map and have
 GR0300.an estimated accuracy of +/- 6 seconds.
 GR0300
 GR0300.The orthometric height was determined by differential leveling
 GR0300.and adjusted by the  in 1992.
 GR0300.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0300.rate of 1.1 thru 2.0 mm/km.
 GR0300
 GR0300.The geoid height was determined by GEOID03.
 GR0300
 GR0300.The dynamic height is computed by dividing the NAVD 88
 GR0300.geopotential number by the normal gravity value computed on the
 GR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0300.degrees latitude (g = 980.6199 gals.).
 GR0300
 GR0300.The modeled gravity was interpolated from observed gravity values.
 GR0300
 GR0300;                    North         East    Units  Estimated Accuracy
 GR0300;SPC AZ W     -   555,680.      179,200.      MT  (+/- 180 meters Scaled)
 GR0300
 GR0300                          SUPERSEDED SURVEY CONTROL
 GR0300
 GR0300  NGVD 29 (??/??/92)  371.511  (m)         1218.87   (f) ADJ UNCH    1 1
 GR0300
 GR0300.Superseded values are not recommended for survey control.
 GR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0300.See file dsdata.txt to determine how the superseded data were derived.
 GR0300
 GR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV587888(NAD 83)
 GR0300_MARKER: DB = BENCH MARK DISK
 GR0300_SETTING: 66 = SET IN ROCK OUTCROP
 GR0300_SP_SET: BOULDER
 GR0300_STAMPING: J 129 1935
 GR0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0300+STABILITY: POSITION/ELEVATION WELL
 GR0300
 GR0300  HISTORY     - Date     Condition        Report By
 GR0300  HISTORY     - 1935     MONUMENTED       CGS
 GR0300  HISTORY     - 1964     GOOD             NGS
 GR0300  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0300
 GR0300                          STATION DESCRIPTION
 GR0300
 GR0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GR0300'0.7 MI S FROM MOUTH OF HUALPAI WASH.
 GR0300'0.7 MILE SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 GR0300'WASH, AT THE SOUTHERLY EDGE OF GREGG BASIN, LAKE MEAD, IN THE TOP AND
 GR0300'SOUTHEAST EDGE OF A LARGE FLAT OUTCROP BOULDER, ON THE WEST SIDE OF
 GR0300'HUALPAI WASH, 75 FT. WEST FROM CENTER OF WASH, 1/2 FT. BELOW GROUND,
 GR0300'AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0300
 GR0300                          STATION RECOVERY (1979)
 GR0300
 GR0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0776 ***********************************************************************
 DV0776  DESIGNATION -  J 13
 DV0776  PID         -  DV0776
 DV0776  STATE/COUNTY-  AZ/MARICOPA
 DV0776  USGS QUAD   -  WINTERSBURG (1984)
 DV0776
 DV0776                         *CURRENT SURVEY CONTROL
 DV0776  ___________________________________________________________________
 DV0776* NAD 83(1986)-  33 23 18.     (N)    112 47 36.     (W)     SCALED    
 DV0776* NAVD 88     -       291.942  (meters)     957.81   (feet)  ADJUSTED  
 DV0776  ___________________________________________________________________
 DV0776  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0776  DYNAMIC HT  -         291.606 (meters)     956.71  (feet)  COMP
 DV0776  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 DV0776
 DV0776  VERT ORDER  -  FIRST     CLASS II
 DV0776
 DV0776.The horizontal coordinates were scaled from a topographic map and have
 DV0776.an estimated accuracy of +/- 6 seconds.
 DV0776
 DV0776.The orthometric height was determined by differential leveling
 DV0776.and adjusted in June 1991.
 DV0776
 DV0776.The geoid height was determined by GEOID03.
 DV0776
 DV0776.The dynamic height is computed by dividing the NAVD 88
 DV0776.geopotential number by the normal gravity value computed on the
 DV0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0776.degrees latitude (g = 980.6199 gals.).
 DV0776
 DV0776.The modeled gravity was interpolated from observed gravity values.
 DV0776
 DV0776;                    North         East    Units  Estimated Accuracy
 DV0776;SPC AZ C     -   265,160.      131,800.      MT  (+/- 180 meters Scaled)
 DV0776
 DV0776                          SUPERSEDED SURVEY CONTROL
 DV0776
 DV0776  NGVD 29 (??/??/92)  291.325  (m)          955.79   (f) ADJ UNCH    1 2
 DV0776
 DV0776.Superseded values are not recommended for survey control.
 DV0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0776.See file dsdata.txt to determine how the superseded data were derived.
 DV0776
 DV0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB332957(NAD 83)
 DV0776_MARKER: DB = BENCH MARK DISK
 DV0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0776_STAMPING: J 13 1927 955.789
 DV0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0776+STABILITY: SURFACE MOTION
 DV0776
 DV0776  HISTORY     - Date     Condition        Report By
 DV0776  HISTORY     - 1927     MONUMENTED       CGS
 DV0776  HISTORY     - 1967     GOOD             NGS
 DV0776  HISTORY     - 1981     GOOD             NGS
 DV0776
 DV0776                          STATION DESCRIPTION
 DV0776
 DV0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0776'4.8 MI NW FROM HASSAYAMPA.
 DV0776'4.8 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0776'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 32, T 1 N, R 5 W
 DV0776'200 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 160 FEET NORTH OF
 DV0776'THE TOP OF THE NORTH BANK OF A SHALLOW CUT FOR THE HIGHWAY, 45 FEET
 DV0776'SOUTH OF THE CENTER LINE OF AN OLD ROAD, 1.8 FEET NORTH OF A WOODEN
 DV0776'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE OLD ROAD, AND
 DV0776'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0776
 DV0776                          STATION RECOVERY (1981)
 DV0776
 DV0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0126 ***********************************************************************
 GQ0126  DESIGNATION -  J 130
 GQ0126  PID         -  GQ0126
 GQ0126  STATE/COUNTY-  AZ/MOHAVE
 GQ0126  USGS QUAD   -  GYP HILLS (1971)
 GQ0126
 GQ0126                         *CURRENT SURVEY CONTROL
 GQ0126  ___________________________________________________________________
 GQ0126* NAD 83(1986)-  36 20 23.     (N)    113 56 02.     (W)     SCALED    
 GQ0126* NAVD 88     -       639.544  (meters)    2098.24   (feet)  POSTED    
 GQ0126  ___________________________________________________________________
 GQ0126  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 GQ0126  DYNAMIC HT  -         638.870 (meters)    2096.03  (feet)  COMP
 GQ0126  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 GQ0126
 GQ0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0126
 GQ0126.The horizontal coordinates were scaled from a topographic map and have
 GQ0126.an estimated accuracy of +/- 6 seconds.
 GQ0126
 GQ0126.The orthometric height was determined by differential leveling
 GQ0126.and adjusted by the  in 1992.
 GQ0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0126.rate of 0.0 thru 1.0 mm/km.
 GQ0126
 GQ0126.The geoid height was determined by GEOID03.
 GQ0126
 GQ0126.The dynamic height is computed by dividing the NAVD 88
 GQ0126.geopotential number by the normal gravity value computed on the
 GQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0126.degrees latitude (g = 980.6199 gals.).
 GQ0126
 GQ0126.The modeled gravity was interpolated from observed gravity values.
 GQ0126
 GQ0126;                    North         East    Units  Estimated Accuracy
 GQ0126;SPC AZ W     -   592,240.      196,850.      MT  (+/- 180 meters Scaled)
 GQ0126
 GQ0126                          SUPERSEDED SURVEY CONTROL
 GQ0126
 GQ0126  NGVD 29 (??/??/92)  638.830  (m)         2095.89   (f) ADJ UNCH    1 1
 GQ0126
 GQ0126.Superseded values are not recommended for survey control.
 GQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0126.See file dsdata.txt to determine how the superseded data were derived.
 GQ0126
 GQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF366256(NAD 83)
 GQ0126_MARKER: DB = BENCH MARK DISK
 GQ0126_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0126_SP_SET: OUTCROP
 GQ0126_STAMPING: J 130 1935
 GQ0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0126+STABILITY: POSITION/ELEVATION WELL
 GQ0126
 GQ0126  HISTORY     - Date     Condition        Report By
 GQ0126  HISTORY     - 1935     MONUMENTED       CGS
 GQ0126  HISTORY     - 1950     GOOD             NGS
 GQ0126
 GQ0126                          STATION DESCRIPTION
 GQ0126
 GQ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0126'44.7 MI SE FROM RIVERSIDE, NV.
 GQ0126'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0126'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0126'THENCE 5.0 MILES EAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GQ0126'ROAD, NEAR THE CENTER OF A RIGE BETWEEN TWO WSHES, IN THE TOP OF AN
 GQ0126'OUTCROP, 29 FEET SOUTHWEST OF A LARGE BARREL CACTUS, 18 FEET SOUTH OF
 GQ0126'THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTHEAST OF A CAIRN, AND FLUSH
 GQ0126'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0324 ***********************************************************************
 ET0324  DESIGNATION -  J 131
 ET0324  PID         -  ET0324
 ET0324  STATE/COUNTY-  AZ/YAVAPAI
 ET0324  USGS QUAD   -  ESTLER PEAK (1974)
 ET0324
 ET0324                         *CURRENT SURVEY CONTROL
 ET0324  ___________________________________________________________________
 ET0324* NAD 83(1986)-  34 24 39.     (N)    112 04 35.     (W)     SCALED    
 ET0324* NAVD 88     -      1159.87   (+/-2cm)    3805.3    (feet)  VERTCON   
 ET0324  ___________________________________________________________________
 ET0324  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 ET0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0324
 ET0324.The horizontal coordinates were scaled from a topographic map and have
 ET0324.an estimated accuracy of +/- 6 seconds.
 ET0324
 ET0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0324.The vertical order pertains to the NGVD 29 superseded value.
 ET0324
 ET0324.The geoid height was determined by GEOID03.
 ET0324
 ET0324;                    North         East    Units  Estimated Accuracy
 ET0324;SPC AZ C     -   378,230.      198,680.      MT  (+/- 180 meters Scaled)
 ET0324
 ET0324                          SUPERSEDED SURVEY CONTROL
 ET0324
 ET0324  NGVD 29 (??/??/92) 1159.154  (m)         3802.99   (f) ADJ UNCH    2 0
 ET0324
 ET0324.Superseded values are not recommended for survey control.
 ET0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0324.See file dsdata.txt to determine how the superseded data were derived.
 ET0324
 ET0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD010082(NAD 83)
 ET0324_MARKER: DB = BENCH MARK DISK
 ET0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0324_STAMPING: J 131 1935
 ET0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0324+STABILITY: SURFACE MOTION
 ET0324
 ET0324  HISTORY     - Date     Condition        Report By
 ET0324  HISTORY     - 1935     MONUMENTED       CGS
 ET0324  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0324
 ET0324                          STATION DESCRIPTION
 ET0324
 ET0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0324'7.7 MI W FROM DUGAS.
 ET0324'7.7 MILES WEST ALONG A ROAD FROM DUGAS, THENCE 0.3 MILE NORTHWEST
 ET0324'ALONG THE DEWEY ROAD, 0.2 MILE NORTHEAST OF A CATTLE GUARD, ABOUT 67
 ET0324'YARDS SOUTHEAST OF A SHARP CURVE, 25 FEET NORTHEAST OF THE CENTERLINE
 ET0324'OF THE ROAD, AND 2 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK,
 ET0324'STAMPED J 131 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ET0324
 ET0324                          STATION RECOVERY (1974)
 ET0324
 ET0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0359 ***********************************************************************
 ES0359  DESIGNATION -  J 132
 ES0359  PID         -  ES0359
 ES0359  STATE/COUNTY-  AZ/YAVAPAI
 ES0359  USGS QUAD   -  DUGAS (1967)
 ES0359
 ES0359                         *CURRENT SURVEY CONTROL
 ES0359  ___________________________________________________________________
 ES0359* NAD 83(1986)-  34 21 11.     (N)    111 55 44.     (W)     SCALED    
 ES0359* NAVD 88     -      1393.92   (+/-2cm)    4573.2    (feet)  VERTCON   
 ES0359  ___________________________________________________________________
 ES0359  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 ES0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0359
 ES0359.The horizontal coordinates were scaled from a topographic map and have
 ES0359.an estimated accuracy of +/- 6 seconds.
 ES0359
 ES0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0359.The vertical order pertains to the NGVD 29 superseded value.
 ES0359
 ES0359.The geoid height was determined by GEOID03.
 ES0359
 ES0359;                    North         East    Units  Estimated Accuracy
 ES0359;SPC AZ C     -   371,810.      212,240.      MT  (+/- 180 meters Scaled)
 ES0359
 ES0359                          SUPERSEDED SURVEY CONTROL
 ES0359
 ES0359  NGVD 29 (??/??/92) 1393.183  (m)         4570.80   (f) ADJ UNCH    2 0
 ES0359
 ES0359.Superseded values are not recommended for survey control.
 ES0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0359.See file dsdata.txt to determine how the superseded data were derived.
 ES0359
 ES0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD145016(NAD 83)
 ES0359_MARKER: DB = BENCH MARK DISK
 ES0359_SETTING: 66 = SET IN ROCK OUTCROP
 ES0359_SP_SET: ROCK OUTCROP
 ES0359_STAMPING: J 132 1935
 ES0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0359+STABILITY: POSITION/ELEVATION WELL
 ES0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0359+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0359
 ES0359  HISTORY     - Date     Condition        Report By
 ES0359  HISTORY     - 1935     MONUMENTED       CGS
 ES0359  HISTORY     - 1952     GOOD             NGS
 ES0359  HISTORY     - 20080925 GOOD             GEOCAC
 ES0359
 ES0359                          STATION DESCRIPTION
 ES0359
 ES0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0359'3.6 MI E FROM DUGAS RANCH.
 ES0359'3.6 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, ON A BROAD
 ES0359'FLAT, IN THE TOP OF AND ABOUT THE CENTER OF A 3 1/2-FOOT BY 5-FOOT
 ES0359'ROCK OUTCROP PROJECTING ABOUT 1 1/2 FEET ABOVE THE GROUND, 115 YARDS
 ES0359'NORTHEAST OF THE EAST END OF A CURVE, 168 FEET NORTH OF THE CENTER
 ES0359'LINE AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 ES0359
 ES0359                          STATION RECOVERY (2008)
 ES0359
 ES0359'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0359'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0359'34 21.196' W 111
 ES0359'55.751'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0406 ***********************************************************************
 ES0406  DESIGNATION -  J 133
 ES0406  PID         -  ES0406
 ES0406  STATE/COUNTY-  AZ/YAVAPAI
 ES0406  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0406
 ES0406                         *CURRENT SURVEY CONTROL
 ES0406  ___________________________________________________________________
 ES0406* NAD 83(1986)-  34 12 14.     (N)    111 59 15.     (W)     SCALED    
 ES0406* NAVD 88     -      1205.86   (+/-2cm)    3956.2    (feet)  VERTCON   
 ES0406  ___________________________________________________________________
 ES0406  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 ES0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0406
 ES0406.The horizontal coordinates were scaled from a topographic map and have
 ES0406.an estimated accuracy of +/- 6 seconds.
 ES0406
 ES0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0406.The vertical order pertains to the NGVD 29 superseded value.
 ES0406
 ES0406.The geoid height was determined by GEOID03.
 ES0406
 ES0406;                    North         East    Units  Estimated Accuracy
 ES0406;SPC AZ C     -   355,270.      206,830.      MT  (+/- 180 meters Scaled)
 ES0406
 ES0406                          SUPERSEDED SURVEY CONTROL
 ES0406
 ES0406  NGVD 29 (??/??/92) 1205.166  (m)         3953.95   (f) ADJ UNCH    2 0
 ES0406
 ES0406.Superseded values are not recommended for survey control.
 ES0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0406.See file dsdata.txt to determine how the superseded data were derived.
 ES0406
 ES0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC090852(NAD 83)
 ES0406_MARKER: DB = BENCH MARK DISK
 ES0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0406_STAMPING: J 133 1935
 ES0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0406+STABILITY: SURFACE MOTION
 ES0406
 ES0406  HISTORY     - Date     Condition        Report By
 ES0406  HISTORY     - 1935     MONUMENTED       CGS
 ES0406  HISTORY     - 1952     GOOD             NGS
 ES0406  HISTORY     - 20071124 GOOD             GEOCAC
 ES0406
 ES0406                          STATION DESCRIPTION
 ES0406
 ES0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0406'16.6 MI SE FROM CORDES.
 ES0406'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ES0406'STORE AT CORDES, THENCE 1.7 MILES SOUTH ALONG A TRACK ROAD AT THE Y
 ES0406'JUNCTION OF A GRADED ROAD AND A TRACK ROAD LEADING SOUTHEAST, 0.15
 ES0406'MILE SOUTH OF A SMALL WASH CROSSING THE ROAD, 125 YARDS WEST OF A
 ES0406'POWER LINE, 47 FEET EAST OF THE CENTER LINE OF THE JUNCTION, 14 FEET
 ES0406'NORTHEAST OF THE CENTER LINE AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 ES0406'1.9 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ES0406'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 ES0406
 ES0406                          STATION RECOVERY (2007)
 ES0406
 ES0406'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ES0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0601 ***********************************************************************
 GR0601  DESIGNATION -  J 134
 GR0601  PID         -  GR0601
 GR0601  STATE/COUNTY-  AZ/MOHAVE
 GR0601  USGS QUAD   -  HOOVER DAM (1997)
 GR0601
 GR0601                         *CURRENT SURVEY CONTROL
 GR0601  ___________________________________________________________________
 GR0601* NAD 83(1986)-  36 00 45.     (N)    114 43 52.     (W)     SCALED    
 GR0601* NAVD 88     -       442.762  (meters)    1452.63   (feet)  ADJUSTED  
 GR0601  ___________________________________________________________________
 GR0601  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0601  DYNAMIC HT  -         442.327 (meters)    1451.20  (feet)  COMP
 GR0601  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 GR0601
 GR0601  VERT ORDER  -  FIRST     CLASS I
 GR0601
 GR0601.The horizontal coordinates were scaled from a topographic map and have
 GR0601.an estimated accuracy of +/- 6 seconds.
 GR0601
 GR0601.The orthometric height was determined by differential leveling
 GR0601.and adjusted in June 1991.
 GR0601
 GR0601.The geoid height was determined by GEOID03.
 GR0601
 GR0601.The dynamic height is computed by dividing the NAVD 88
 GR0601.geopotential number by the normal gravity value computed on the
 GR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0601.degrees latitude (g = 980.6199 gals.).
 GR0601
 GR0601.The modeled gravity was interpolated from observed gravity values.
 GR0601
 GR0601;                    North         East    Units  Estimated Accuracy
 GR0601;SPC AZ W     -   556,360.      124,920.      MT  (+/- 180 meters Scaled)
 GR0601
 GR0601                          SUPERSEDED SURVEY CONTROL
 GR0601
 GR0601  NGVD 29 (??/??/92)  442.064  (m)         1450.34   (f) ADJ UNCH    1 1
 GR0601
 GR0601.Superseded values are not recommended for survey control.
 GR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0601.See file dsdata.txt to determine how the superseded data were derived.
 GR0601
 GR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV044877(NAD 83)
 GR0601_MARKER: DB = BENCH MARK DISK
 GR0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0601_SP_SET: DAM SUMMIT
 GR0601_STAMPING: J 134 1935
 GR0601_MARK LOGO: CGS   
 GR0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0601
 GR0601  HISTORY     - Date     Condition        Report By
 GR0601  HISTORY     - 1935     MONUMENTED       CGS
 GR0601  HISTORY     - 1950     GOOD             NGS
 GR0601  HISTORY     - 1963     GOOD             NGS
 GR0601  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0601  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0601
 GR0601                          STATION DESCRIPTION
 GR0601
 GR0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0601'0.9 MI E FROM HOOVER DAM.
 GR0601'0.9 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0601'OF HOOVER DAM, ON THE TOP OF THE FIRST SUMMIT EAST OF THE DAM, AT THE
 GR0601'T JUNCTION OF A DIRT ROAD LEADING SOUTH TO AN OLD MUCK DUMP, IN THE
 GR0601'TOP OF A ROCK LEDGE, 258.7 FEET SOUTH OF THE CENTER LINE OF THE
 GR0601'HIGHWAY, 42 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 10
 GR0601'FEET HIGHER THAN THE ROAD.
 GR0601
 GR0601                          STATION RECOVERY (1963)
 GR0601
 GR0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0601'RECOVERED IN GOOD CONDITION.
 GR0601
 GR0601                          STATION RECOVERY (1979)
 GR0601
 GR0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0601'MARK NOT FOUND.
 GR0601
 GR0601                          STATION RECOVERY (1979)
 GR0601
 GR0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0085 ***********************************************************************
 FS0085  DESIGNATION -  J 135
 FS0085  PID         -  FS0085
 FS0085  STATE/COUNTY-  AZ/MOHAVE
 FS0085  USGS QUAD   -  MOUNT WILSON (1989)
 FS0085
 FS0085                         *CURRENT SURVEY CONTROL
 FS0085  ___________________________________________________________________
 FS0085* NAD 83(1986)-  35 52 50.     (N)    114 36 23.     (W)     SCALED    
 FS0085* NAVD 88     -       628.790  (meters)    2062.96   (feet)  POSTED    
 FS0085  ___________________________________________________________________
 FS0085  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0085  DYNAMIC HT  -         628.150 (meters)    2060.86  (feet)  COMP
 FS0085  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FS0085
 FS0085  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0085
 FS0085.The horizontal coordinates were scaled from a topographic map and have
 FS0085.an estimated accuracy of +/- 6 seconds.
 FS0085
 FS0085.The orthometric height was determined by differential leveling
 FS0085.and adjusted by the  in 1992.
 FS0085.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0085.rate of 0.0 thru 1.0 mm/km.
 FS0085
 FS0085.The geoid height was determined by GEOID03.
 FS0085
 FS0085.The dynamic height is computed by dividing the NAVD 88
 FS0085.geopotential number by the normal gravity value computed on the
 FS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0085.degrees latitude (g = 980.6199 gals.).
 FS0085
 FS0085.The modeled gravity was interpolated from observed gravity values.
 FS0085
 FS0085;                    North         East    Units  Estimated Accuracy
 FS0085;SPC AZ W     -   541,620.      136,030.      MT  (+/- 180 meters Scaled)
 FS0085
 FS0085                          SUPERSEDED SURVEY CONTROL
 FS0085
 FS0085  NGVD 29 (??/??/92)  628.085  (m)         2060.64   (f) ADJ UNCH    1 1
 FS0085
 FS0085.Superseded values are not recommended for survey control.
 FS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0085.See file dsdata.txt to determine how the superseded data were derived.
 FS0085
 FS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV160733(NAD 83)
 FS0085_MARKER: DB = BENCH MARK DISK
 FS0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0085_SP_SET: CULVERT
 FS0085_STAMPING: J 135 1935
 FS0085_MARK LOGO: CGS   
 FS0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0085
 FS0085  HISTORY     - Date     Condition        Report By
 FS0085  HISTORY     - 1935     MONUMENTED       CGS
 FS0085  HISTORY     - 1950     GOOD             NGS
 FS0085  HISTORY     - 1963     GOOD             NGS
 FS0085  HISTORY     - 1981     GOOD             NGS
 FS0085  HISTORY     - 19870519 GOOD             USPSQD
 FS0085
 FS0085                          STATION DESCRIPTION
 FS0085
 FS0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0085'13.8 MI SE FROM HOOVER DAM.
 FS0085'13.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0085'(ARIZONA) END OF HOOVER DAM, 0.25 MILE NORTHWEST OF MILEPOST 14,
 FS0085'AT THE BASE OF A LONG ROCK CUT, 122 FEET SOUTHWEST OF AND ACROSS
 FS0085'THE HIGHWAY FROM THE SOUTHWEST END OF A GUARD RAIL, AT A 24-INCH
 FS0085'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE SOUTHWEST END
 FS0085'OF THE SOUTHEAST CONCRETE HEAD WALL, 13.6 FEET SOUTHEAST OF THE
 FS0085'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY..
 FS0085
 FS0085                          STATION RECOVERY (1963)
 FS0085
 FS0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0085'RECOVERED IN GOOD CONDITION.
 FS0085
 FS0085                          STATION RECOVERY (1981)
 FS0085
 FS0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0085'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0085'OF HOOVER DAM, THENCE 5.7 KM (3.55 MI) SOUTHEAST ALONG THE OLD
 FS0085'HIGHWAY, AT THE BASE OF A LONG ROCK CUT, IN TOP OF THE SOUTHWEST END
 FS0085'OF THE SOUTHEAST HEADWALL OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 FS0085'4.1 METERS (13.6 FT) SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 FS0085'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 FS0085
 FS0085                          STATION RECOVERY (1987)
 FS0085
 FS0085'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0257 ***********************************************************************
 DT0257  DESIGNATION -  J 136
 DT0257  PID         -  DT0257
 DT0257  STATE/COUNTY-  AZ/APACHE
 DT0257  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0257
 DT0257                         *CURRENT SURVEY CONTROL
 DT0257  ___________________________________________________________________
 DT0257* NAD 83(1986)-  33 52 15.     (N)    109 29 38.     (W)     SCALED    
 DT0257* NAVD 88     -      2781.422  (meters)    9125.38   (feet)  ADJUSTED  
 DT0257  ___________________________________________________________________
 DT0257  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DT0257  DYNAMIC HT  -        2776.722 (meters)    9109.96  (feet)  COMP
 DT0257  MODELED GRAV-     978,844.8   (mgal)                       NAVD 88
 DT0257
 DT0257  VERT ORDER  -  SECOND    CLASS 0
 DT0257
 DT0257.The horizontal coordinates were scaled from a topographic map and have
 DT0257.an estimated accuracy of +/- 6 seconds.
 DT0257
 DT0257.The orthometric height was determined by differential leveling
 DT0257.and adjusted in June 1991.
 DT0257
 DT0257.The geoid height was determined by GEOID03.
 DT0257
 DT0257.The dynamic height is computed by dividing the NAVD 88
 DT0257.geopotential number by the normal gravity value computed on the
 DT0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0257.degrees latitude (g = 980.6199 gals.).
 DT0257
 DT0257.The modeled gravity was interpolated from observed gravity values.
 DT0257
 DT0257;                    North         East    Units  Estimated Accuracy
 DT0257;SPC AZ E     -   318,530.      275,600.      MT  (+/- 180 meters Scaled)
 DT0257
 DT0257                          SUPERSEDED SURVEY CONTROL
 DT0257
 DT0257  NGVD 29 (??/??/92) 2780.165  (m)         9121.26   (f) ADJ UNCH    2 0
 DT0257
 DT0257.Superseded values are not recommended for survey control.
 DT0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0257.See file dsdata.txt to determine how the superseded data were derived.
 DT0257
 DT0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC393488(NAD 83)
 DT0257_MARKER: DB = BENCH MARK DISK
 DT0257_SETTING: 80 = SET IN A BOULDER
 DT0257_SP_SET: BOULDER
 DT0257_STAMPING: J 136 1935
 DT0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0257+STABILITY: SURFACE MOTION
 DT0257
 DT0257  HISTORY     - Date     Condition        Report By
 DT0257  HISTORY     - 1935     MONUMENTED       CGS
 DT0257  HISTORY     - 1958     GOOD             NGS
 DT0257
 DT0257                          STATION DESCRIPTION
 DT0257
 DT0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DT0257'2.0 MI N FROM RESERVATION RANCH.
 DT0257'2.0 MILES NORTH ALONG THE FORT APACHE INDIAN RESERVATION BOUNDARY, 380
 DT0257'FEET EAST OF THE BOUNDARY FENCE, 600 FEET WEST OF AND 66 FEET HIGHER
 DT0257'THAN A BEND IN THE MAVERICK ROAD, AT THE EDGE OF A SMALL CREEK AND IN
 DT0257'THE TOP OF A LARGE BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0287 ***********************************************************************
 DT0287  DESIGNATION -  J 137
 DT0287  PID         -  DT0287
 DT0287  STATE/COUNTY-  AZ/APACHE
 DT0287  USGS QUAD   -  LUNA LAKE (1991)
 DT0287
 DT0287                         *CURRENT SURVEY CONTROL
 DT0287  ___________________________________________________________________
 DT0287* NAD 83(1986)-  33 51 09.     (N)    109 05 56.     (W)     SCALED    
 DT0287* NAVD 88     -      2521.191  (meters)    8271.61   (feet)  ADJUSTED  
 DT0287  ___________________________________________________________________
 DT0287  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0287  DYNAMIC HT  -        2517.079 (meters)    8258.12  (feet)  COMP
 DT0287  MODELED GRAV-     978,913.5   (mgal)                       NAVD 88
 DT0287
 DT0287  VERT ORDER  -  SECOND    CLASS 0
 DT0287
 DT0287.The horizontal coordinates were scaled from a topographic map and have
 DT0287.an estimated accuracy of +/- 6 seconds.
 DT0287
 DT0287.The orthometric height was determined by differential leveling
 DT0287.and adjusted in June 1991.
 DT0287
 DT0287.The geoid height was determined by GEOID03.
 DT0287
 DT0287.The dynamic height is computed by dividing the NAVD 88
 DT0287.geopotential number by the normal gravity value computed on the
 DT0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0287.degrees latitude (g = 980.6199 gals.).
 DT0287
 DT0287.The modeled gravity was interpolated from observed gravity values.
 DT0287
 DT0287;                    North         East    Units  Estimated Accuracy
 DT0287;SPC AZ E     -   316,810.      312,170.      MT  (+/- 180 meters Scaled)
 DT0287
 DT0287                          SUPERSEDED SURVEY CONTROL
 DT0287
 DT0287  NGVD 29 (??/??/92) 2520.144  (m)         8268.17   (f) ADJ UNCH    2 0
 DT0287
 DT0287.Superseded values are not recommended for survey control.
 DT0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0287.See file dsdata.txt to determine how the superseded data were derived.
 DT0287
 DT0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC758474(NAD 83)
 DT0287_MARKER: DB = BENCH MARK DISK
 DT0287_SETTING: 66 = SET IN ROCK OUTCROP
 DT0287_SP_SET: ROCK OUTCROP
 DT0287_STAMPING: J 137 1935
 DT0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0287+STABILITY: POSITION/ELEVATION WELL
 DT0287
 DT0287  HISTORY     - Date     Condition        Report By
 DT0287  HISTORY     - 1935     MONUMENTED       CGS
 DT0287  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0287  HISTORY     - 19891004 GOOD             USPSQD
 DT0287  HISTORY     - 20050729 GOOD             USPSQD
 DT0287
 DT0287                          STATION DESCRIPTION
 DT0287
 DT0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0287'3.8 MI E FROM ALPINE.
 DT0287'3.8 MI E. ALONG HWY. NO.11 AND STONE CREEK ROAD. ON TOP OF A SMALL
 DT0287'RISE, 12 FT. SW OF A 12 INCH PINE TREE AND 40 YDS NW OF CENTERLINE OF
 DT0287'ROAD.
 DT0287
 DT0287                          STATION RECOVERY (1980)
 DT0287
 DT0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0287'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 DT0287
 DT0287                          STATION RECOVERY (1989)
 DT0287
 DT0287'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0287'RECOVERED IN GOOD CONDITION.
 DT0287
 DT0287                          STATION RECOVERY (2005)
 DT0287
 DT0287'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0287'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0537 ***********************************************************************
 CY0537  DESIGNATION -  J 14
 CY0537  PID         -  CY0537
 CY0537  STATE/COUNTY-  AZ/GRAHAM
 CY0537  USGS QUAD   -  TANQUE (1966)
 CY0537
 CY0537                         *CURRENT SURVEY CONTROL
 CY0537  ___________________________________________________________________
 CY0537* NAD 83(1986)-  32 32 27.     (N)    109 32 00.     (W)     SCALED    
 CY0537* NAVD 88     -      1047.99   (+/-2cm)    3438.3    (feet)  VERTCON   
 CY0537  ___________________________________________________________________
 CY0537  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CY0537  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0537
 CY0537.The horizontal coordinates were scaled from a topographic map and have
 CY0537.an estimated accuracy of +/- 6 seconds.
 CY0537
 CY0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0537.The vertical order pertains to the NGVD 29 superseded value.
 CY0537
 CY0537.The geoid height was determined by GEOID03.
 CY0537
 CY0537;                    North         East    Units  Estimated Accuracy
 CY0537;SPC AZ E     -   171,010.      272,850.      MT  (+/- 180 meters Scaled)
 CY0537
 CY0537                          SUPERSEDED SURVEY CONTROL
 CY0537
 CY0537  NGVD 29 (??/??/92) 1047.299  (m)         3436.01   (f) ADJ UNCH    1 2
 CY0537
 CY0537.Superseded values are not recommended for survey control.
 CY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0537.See file dsdata.txt to determine how the superseded data were derived.
 CY0537
 CY0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB377013(NAD 83)
 CY0537_MARKER: DB = BENCH MARK DISK
 CY0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0537_STAMPING: 3436.013 J 14 1932
 CY0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0537+STABILITY: SURFACE MOTION
 CY0537
 CY0537  HISTORY     - Date     Condition        Report By
 CY0537  HISTORY     - 1932     MONUMENTED       CGS
 CY0537
 CY0537                          STATION DESCRIPTION
 CY0537
 CY0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0537'4.7 MI S FROM TANQUE.
 CY0537'ON SOUTHERN PACIFIC RAILROAD, 5 1/2 MILES NORTH OF ESCALA SIDING, 105
 CY0537'FEET NORTHEAST OF MILEPOST 1113, 55 FEET EAST OF RAILROAD CENTER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0282 ***********************************************************************
 ER0282  DESIGNATION -  J 141
 ER0282  PID         -  ER0282
 ER0282  STATE/COUNTY-  AZ/NAVAJO
 ER0282  USGS QUAD   -  LAKESIDE (1984)
 ER0282
 ER0282                         *CURRENT SURVEY CONTROL
 ER0282  ___________________________________________________________________
 ER0282* NAD 83(1986)-  34 09 31.     (N)    109 59 06.     (W)     SCALED    
 ER0282* NAVD 88     -      2051.572  (meters)    6730.87   (feet)  ADJUSTED  
 ER0282  ___________________________________________________________________
 ER0282  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 ER0282  DYNAMIC HT  -        2048.471 (meters)    6720.69  (feet)  COMP
 ER0282  MODELED GRAV-     979,050.6   (mgal)                       NAVD 88
 ER0282
 ER0282  VERT ORDER  -  FIRST     CLASS II
 ER0282
 ER0282.The horizontal coordinates were scaled from a topographic map and have
 ER0282.an estimated accuracy of +/- 6 seconds.
 ER0282
 ER0282.The orthometric height was determined by differential leveling
 ER0282.and adjusted in June 1991.
 ER0282
 ER0282.The geoid height was determined by GEOID03.
 ER0282
 ER0282.The dynamic height is computed by dividing the NAVD 88
 ER0282.geopotential number by the normal gravity value computed on the
 ER0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0282.degrees latitude (g = 980.6199 gals.).
 ER0282
 ER0282.The modeled gravity was interpolated from observed gravity values.
 ER0282
 ER0282;                    North         East    Units  Estimated Accuracy
 ER0282;SPC AZ E     -   350,260.      230,110.      MT  (+/- 180 meters Scaled)
 ER0282
 ER0282                          SUPERSEDED SURVEY CONTROL
 ER0282
 ER0282  NGVD 29 (??/??/92) 2050.677  (m)         6727.93   (f) ADJ UNCH    1 2
 ER0282
 ER0282.Superseded values are not recommended for survey control.
 ER0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0282.See file dsdata.txt to determine how the superseded data were derived.
 ER0282
 ER0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC935802(NAD 83)
 ER0282_MARKER: DB = BENCH MARK DISK
 ER0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0282_STAMPING: J 141 1935
 ER0282_MARK LOGO: CGS   
 ER0282_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0282+STABILITY: SURFACE MOTION
 ER0282
 ER0282  HISTORY     - Date     Condition        Report By
 ER0282  HISTORY     - 1935     MONUMENTED       CGS
 ER0282  HISTORY     - 1976     MARK NOT FOUND   USGS
 ER0282  HISTORY     - 1983     GOOD             NGS
 ER0282
 ER0282                          STATION DESCRIPTION
 ER0282
 ER0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0282'0.6 MI NW FROM LAKESIDE.
 ER0282'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 77 FROM THE RANGER STATION AT
 ER0282'LAKESIDE, NAVAJO COUNTY, AT THE NORTHWEST CITY LIMITS, 0.1 MILE WEST
 ER0282'OF A BRIDGE AT THE NORTH END OF A LAKE, 120 FEET NORTHWEST OF A SMALL
 ER0282'FRAME HOUSE, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.5
 ER0282'FEET SOUTH OF THE WIRE FENCE.  A STANDARD DISK, STAMPED J 141 1935 AND
 ER0282'SET IN THE TOP OF A CONCRETE POST.
 ER0282
 ER0282                          STATION RECOVERY (1976)
 ER0282
 ER0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0282'MARK NOT FOUND.
 ER0282
 ER0282                          STATION RECOVERY (1983)
 ER0282
 ER0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0282'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.8 KM (6.7
 ER0282'MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS JUNCTION WITH STATE
 ER0282'HIGHWAY 77 IN SHOW LOW, THENCE 1.7 KM (1.05 MI) SOUTHEAST ALONG A
 ER0282'PAVED ROAD, 8.2 METERS (26.9 FT) NORTH OF THE CENTER OF THE ROAD AND
 ER0282'0.7 METER (2.3 FT) SOUTH OF A FENCE.
 ER0282'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ER0282'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0251 ***********************************************************************
 ES0251  DESIGNATION -  J 142
 ES0251  PID         -  ES0251
 ES0251  STATE/COUNTY-  AZ/COCONINO
 ES0251  USGS QUAD   -  CHEVELON CROSSING (1965)
 ES0251
 ES0251                         *CURRENT SURVEY CONTROL
 ES0251  ___________________________________________________________________
 ES0251* NAD 83(1986)-  34 37 09.     (N)    110 51 24.     (W)     SCALED    
 ES0251* NAVD 88     -      1995.482  (meters)    6546.84   (feet)  ADJUSTED  
 ES0251  ___________________________________________________________________
 ES0251  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ES0251  DYNAMIC HT  -        1992.558 (meters)    6537.25  (feet)  COMP
 ES0251  MODELED GRAV-     979,098.4   (mgal)                       NAVD 88
 ES0251
 ES0251  VERT ORDER  -  SECOND    CLASS 0
 ES0251
 ES0251.The horizontal coordinates were scaled from a topographic map and have
 ES0251.an estimated accuracy of +/- 6 seconds.
 ES0251
 ES0251.The orthometric height was determined by differential leveling
 ES0251.and adjusted in June 1991.
 ES0251
 ES0251.The geoid height was determined by GEOID03.
 ES0251
 ES0251.The dynamic height is computed by dividing the NAVD 88
 ES0251.geopotential number by the normal gravity value computed on the
 ES0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0251.degrees latitude (g = 980.6199 gals.).
 ES0251
 ES0251.The modeled gravity was interpolated from observed gravity values.
 ES0251
 ES0251;                    North         East    Units  Estimated Accuracy
 ES0251;SPC AZ C     -   401,840.      310,560.      MT  (+/- 180 meters Scaled)
 ES0251
 ES0251                          SUPERSEDED SURVEY CONTROL
 ES0251
 ES0251  NGVD 29 (??/??/92) 1994.499  (m)         6543.62   (f) ADJ UNCH    2 0
 ES0251
 ES0251.Superseded values are not recommended for survey control.
 ES0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0251.See file dsdata.txt to determine how the superseded data were derived.
 ES0251
 ES0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD131308(NAD 83)
 ES0251_MARKER: DB = BENCH MARK DISK
 ES0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0251_STAMPING: J-142 1935
 ES0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0251+STABILITY: SURFACE MOTION
 ES0251
 ES0251  HISTORY     - Date     Condition        Report By
 ES0251  HISTORY     - 1935     MONUMENTED       CGS
 ES0251  HISTORY     - 1974     GOOD             NGS
 ES0251
 ES0251                          STATION DESCRIPTION
 ES0251
 ES0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0251'5.0 MI N FROM WALLACE RANGER STA RD JCT.
 ES0251'5.0 MI N ALONG ROAD TO WINSLOW.  35.0 MI. S.W. OF WINSLOW (UNION OIL
 ES0251'CO. PLANT) ON THE TOP OF A SMALL RIDGE, 33 FEET SOUTHEAST OF THE
 ES0251'CENTERLINE OF THE ROAD.
 ES0251
 ES0251                          STATION RECOVERY (1974)
 ES0251
 ES0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0409 ***********************************************************************
 DT0409  DESIGNATION -  J 145
 DT0409  PID         -  DT0409
 DT0409  STATE/COUNTY-  AZ/GRAHAM
 DT0409  USGS QUAD   -  TULE TUBS (1967)
 DT0409
 DT0409                         *CURRENT SURVEY CONTROL
 DT0409  ___________________________________________________________________
 DT0409* NAD 83(1986)-  33 15 11.     (N)    109 52 37.     (W)     SCALED    
 DT0409* NAVD 88     -      1551.425  (meters)    5089.97   (feet)  ADJUSTED  
 DT0409  ___________________________________________________________________
 DT0409  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DT0409  DYNAMIC HT  -        1549.116 (meters)    5082.39  (feet)  COMP
 DT0409  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 DT0409
 DT0409  VERT ORDER  -  SECOND    CLASS 0
 DT0409
 DT0409.The horizontal coordinates were scaled from a topographic map and have
 DT0409.an estimated accuracy of +/- 6 seconds.
 DT0409
 DT0409.The orthometric height was determined by differential leveling
 DT0409.and adjusted in June 1991.
 DT0409
 DT0409.The geoid height was determined by GEOID03.
 DT0409
 DT0409.The dynamic height is computed by dividing the NAVD 88
 DT0409.geopotential number by the normal gravity value computed on the
 DT0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0409.degrees latitude (g = 980.6199 gals.).
 DT0409
 DT0409.The modeled gravity was interpolated from observed gravity values.
 DT0409
 DT0409;                    North         East    Units  Estimated Accuracy
 DT0409;SPC AZ E     -   249,850.      240,360.      MT  (+/- 180 meters Scaled)
 DT0409
 DT0409                          SUPERSEDED SURVEY CONTROL
 DT0409
 DT0409  NGVD 29 (??/??/92) 1550.669  (m)         5087.49   (f) ADJ UNCH    2 0
 DT0409
 DT0409.Superseded values are not recommended for survey control.
 DT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0409.See file dsdata.txt to determine how the superseded data were derived.
 DT0409
 DT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB046799(NAD 83)
 DT0409_MARKER: DB = BENCH MARK DISK
 DT0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0409_STAMPING: J 145 1935
 DT0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0409+STABILITY: SURFACE MOTION
 DT0409
 DT0409  HISTORY     - Date     Condition        Report By
 DT0409  HISTORY     - 1935     MONUMENTED       CGS
 DT0409
 DT0409                          STATION DESCRIPTION
 DT0409
 DT0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0409'2.2 MI SW FROM ARSENIC TUBS RANCH HDQ.
 DT0409'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0409'HEADQUARTERS, THENCE 2.0 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0409'ON THE EAST SLOPE OF A GRADE, 0.5 MILE NORTHEAST OF 3 CONCRETE
 DT0409'WATERING TROUGHS, 120 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DT0409'ROAD, 55.0 FEET SOUTHEAST OF THE PIPE LINE, 2.0 FEET NORTHEAST OF A
 DT0409'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 DT0409'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0156 ***********************************************************************
 ES0156  DESIGNATION -  J 146
 ES0156  PID         -  ES0156
 ES0156  STATE/COUNTY-  AZ/NAVAJO
 ES0156  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0156
 ES0156                         *CURRENT SURVEY CONTROL
 ES0156  ___________________________________________________________________
 ES0156* NAD 83(1986)-  34 08 39.     (N)    110 06 16.     (W)     SCALED    
 ES0156* NAVD 88     -      1853.723  (meters)    6081.76   (feet)  ADJUSTED  
 ES0156  ___________________________________________________________________
 ES0156  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0156  DYNAMIC HT  -        1850.987 (meters)    6072.78  (feet)  COMP
 ES0156  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 ES0156
 ES0156  VERT ORDER  -  SECOND    CLASS 0
 ES0156
 ES0156.The horizontal coordinates were scaled from a topographic map and have
 ES0156.an estimated accuracy of +/- 6 seconds.
 ES0156
 ES0156.The orthometric height was determined by differential leveling
 ES0156.and adjusted in June 1991.
 ES0156
 ES0156.The geoid height was determined by GEOID03.
 ES0156
 ES0156.The dynamic height is computed by dividing the NAVD 88
 ES0156.geopotential number by the normal gravity value computed on the
 ES0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0156.degrees latitude (g = 980.6199 gals.).
 ES0156
 ES0156.The modeled gravity was interpolated from observed gravity values.
 ES0156
 ES0156;                    North         East    Units  Estimated Accuracy
 ES0156;SPC AZ E     -   348,650.      219,100.      MT  (+/- 180 meters Scaled)
 ES0156
 ES0156                          SUPERSEDED SURVEY CONTROL
 ES0156
 ES0156  NGVD 29 (??/??/92) 1852.843  (m)         6078.87   (f) ADJ UNCH    2 0
 ES0156
 ES0156.Superseded values are not recommended for survey control.
 ES0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0156.See file dsdata.txt to determine how the superseded data were derived.
 ES0156
 ES0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC825785(NAD 83)
 ES0156_MARKER: DB = BENCH MARK DISK
 ES0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0156_STAMPING: J 146 1960
 ES0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0156+STABILITY: SURFACE MOTION
 ES0156
 ES0156  HISTORY     - Date     Condition        Report By
 ES0156  HISTORY     - 1960     MONUMENTED       CGS
 ES0156  HISTORY     - 1983     GOOD             NGS
 ES0156  HISTORY     - 19960919 GOOD             USPSQD
 ES0156
 ES0156                          STATION DESCRIPTION
 ES0156
 ES0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0156'9.6 MI SW FROM SHOW LOW.
 ES0156'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0156'SHOW LOW, THENCE 9.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0156'HIGHWAY 77, IN SECTION 27, R 21 E, T 9 N, AT THE FOREST DALE TRADING
 ES0156'POST, 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 160 FEET NORTH
 ES0156'OF THE NORTHWEST CORNER OF THE TRADING POST BUILDING, 54 FEET WEST OF
 ES0156'THE NORTHWEST CORNER OF THE MOST NORTHERLY CABIN IN A ROW OF CABINS,
 ES0156'31 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.4 FEET WEST
 ES0156'OF A POLE FENCE, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 ES0156'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 ES0156'INCHES.
 ES0156
 ES0156                          STATION RECOVERY (1983)
 ES0156
 ES0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0156'RECOVERED IN GOOD CONDITION.
 ES0156
 ES0156                          STATION RECOVERY (1996)
 ES0156
 ES0156'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0037 ***********************************************************************
 DU0037  DESIGNATION -  J 147
 DU0037  PID         -  DU0037
 DU0037  STATE/COUNTY-  AZ/GILA
 DU0037  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0037
 DU0037                         *CURRENT SURVEY CONTROL
 DU0037  ___________________________________________________________________
 DU0037* NAD 83(1986)-  33 49 59.     (N)    110 27 18.     (W)     SCALED    
 DU0037* NAVD 88     -      1471.714  (meters)    4828.45   (feet)  ADJUSTED  
 DU0037  ___________________________________________________________________
 DU0037  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 DU0037  DYNAMIC HT  -        1469.637 (meters)    4821.63  (feet)  COMP
 DU0037  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 DU0037
 DU0037  VERT ORDER  -  SECOND    CLASS 0
 DU0037
 DU0037.The horizontal coordinates were scaled from a topographic map and have
 DU0037.an estimated accuracy of +/- 6 seconds.
 DU0037
 DU0037.The orthometric height was determined by differential leveling
 DU0037.and adjusted in June 1991.
 DU0037
 DU0037.The geoid height was determined by GEOID03.
 DU0037
 DU0037.The dynamic height is computed by dividing the NAVD 88
 DU0037.geopotential number by the normal gravity value computed on the
 DU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0037.degrees latitude (g = 980.6199 gals.).
 DU0037
 DU0037.The modeled gravity was interpolated from observed gravity values.
 DU0037
 DU0037;                    North         East    Units  Estimated Accuracy
 DU0037;SPC AZ E     -   314,180.      186,670.      MT  (+/- 180 meters Scaled)
 DU0037
 DU0037                          SUPERSEDED SURVEY CONTROL
 DU0037
 DU0037  NGVD 29 (??/??/92) 1471.014  (m)         4826.15   (f) ADJ UNCH    2 0
 DU0037
 DU0037.Superseded values are not recommended for survey control.
 DU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0037.See file dsdata.txt to determine how the superseded data were derived.
 DU0037
 DU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC504437(NAD 83)
 DU0037_MARKER: DB = BENCH MARK DISK
 DU0037_SETTING: 66 = SET IN ROCK OUTCROP
 DU0037_SP_SET: ROCK OUTCROP
 DU0037_STAMPING: J 147 1960
 DU0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0037+STABILITY: POSITION/ELEVATION WELL
 DU0037
 DU0037  HISTORY     - Date     Condition        Report By
 DU0037  HISTORY     - 1960     MONUMENTED       CGS
 DU0037  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0037  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0037
 DU0037                          STATION DESCRIPTION
 DU0037
 DU0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0037'12.05 MI NE FROM SENECA.
 DU0037'ABOUT 12.05 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0037'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0037'THE EAST END OF A CUT AND THE WEST END OF A SHORT FILL ON THE HIGHWAY,
 DU0037'IN THE TOP OF A ROCK OUTCROP ON THE SOUTHEAST SLOPE OF A HILL, 62 FEET
 DU0037'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF A FENCE, AND
 DU0037'ABOUT LEVEL WITH THE HIGHWAY.
 DU0037
 DU0037                          STATION RECOVERY (1976)
 DU0037
 DU0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0037'MARK NOT FOUND.
 DU0037
 DU0037                          STATION RECOVERY (1979)
 DU0037
 DU0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0037'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0160 ***********************************************************************
 DU0160  DESIGNATION -  J 149
 DU0160  PID         -  DU0160
 DU0160  STATE/COUNTY-  AZ/GRAHAM
 DU0160  USGS QUAD   -  BRONCO GULCH (1966)
 DU0160
 DU0160                         *CURRENT SURVEY CONTROL
 DU0160  ___________________________________________________________________
 DU0160* NAD 83(1986)-  33 22 30.     (N)    110 13 46.     (W)     SCALED    
 DU0160* NAVD 88     -      1342.640  (meters)    4404.98   (feet)  ADJUSTED  
 DU0160  ___________________________________________________________________
 DU0160  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DU0160  DYNAMIC HT  -        1340.734 (meters)    4398.72  (feet)  COMP
 DU0160  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 DU0160
 DU0160  VERT ORDER  -  SECOND    CLASS 0
 DU0160
 DU0160.The horizontal coordinates were scaled from a topographic map and have
 DU0160.an estimated accuracy of +/- 6 seconds.
 DU0160
 DU0160.The orthometric height was determined by differential leveling
 DU0160.and adjusted in June 1991.
 DU0160
 DU0160.The geoid height was determined by GEOID03.
 DU0160
 DU0160.The dynamic height is computed by dividing the NAVD 88
 DU0160.geopotential number by the normal gravity value computed on the
 DU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0160.degrees latitude (g = 980.6199 gals.).
 DU0160
 DU0160.The modeled gravity was interpolated from observed gravity values.
 DU0160
 DU0160;                    North         East    Units  Estimated Accuracy
 DU0160;SPC AZ E     -   263,340.      207,520.      MT  (+/- 180 meters Scaled)
 DU0160
 DU0160                          SUPERSEDED SURVEY CONTROL
 DU0160
 DU0160  NGVD 29 (??/??/92) 1341.969  (m)         4402.78   (f) ADJ UNCH    2 0
 DU0160
 DU0160.Superseded values are not recommended for survey control.
 DU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0160.See file dsdata.txt to determine how the superseded data were derived.
 DU0160
 DU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB716931(NAD 83)
 DU0160_MARKER: DB = BENCH MARK DISK
 DU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0160_STAMPING: J 149 1935
 DU0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0160+STABILITY: SURFACE MOTION
 DU0160
 DU0160  HISTORY     - Date     Condition        Report By
 DU0160  HISTORY     - 1935     MONUMENTED       CGS
 DU0160
 DU0160                          STATION DESCRIPTION
 DU0160
 DU0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0160'13.3 MI W FROM ASH CREEK RANCH.
 DU0160'13.3 MILES WEST ALONG THE SAN CARLOS ROAD FROM ASH CREEK RANCH, GRAHAM
 DU0160'COUNTY, 105 YARDS EAST OF A DRAINAGE DITCH, 80 YARDS WEST OF A
 DU0160'DRAINAGE DITCH, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 8
 DU0160'FEET SOUTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED J 149 1935 AND
 DU0160'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0079 ***********************************************************************
 DU0079  DESIGNATION -  J 150
 DU0079  PID         -  DU0079
 DU0079  STATE/COUNTY-  AZ/GILA
 DU0079  USGS QUAD   -  SONTAG CREEK (1979)
 DU0079
 DU0079                         *CURRENT SURVEY CONTROL
 DU0079  ___________________________________________________________________
 DU0079* NAD 83(1986)-  33 32 09.     (N)    110 20 08.     (W)     SCALED    
 DU0079* NAVD 88     -      1304.473  (meters)    4279.76   (feet)  ADJUSTED  
 DU0079  ___________________________________________________________________
 DU0079  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DU0079  DYNAMIC HT  -        1302.651 (meters)    4273.78  (feet)  COMP
 DU0079  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 DU0079
 DU0079  VERT ORDER  -  SECOND    CLASS 0
 DU0079
 DU0079.The horizontal coordinates were scaled from a topographic map and have
 DU0079.an estimated accuracy of +/- 6 seconds.
 DU0079
 DU0079.The orthometric height was determined by differential leveling
 DU0079.and adjusted in June 1991.
 DU0079
 DU0079.The geoid height was determined by GEOID03.
 DU0079
 DU0079.The dynamic height is computed by dividing the NAVD 88
 DU0079.geopotential number by the normal gravity value computed on the
 DU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0079.degrees latitude (g = 980.6199 gals.).
 DU0079
 DU0079.The modeled gravity was interpolated from observed gravity values.
 DU0079
 DU0079;                    North         East    Units  Estimated Accuracy
 DU0079;SPC AZ E     -   281,190.      197,670.      MT  (+/- 180 meters Scaled)
 DU0079
 DU0079                          SUPERSEDED SURVEY CONTROL
 DU0079
 DU0079  NGVD 29 (??/??/92) 1303.815  (m)         4277.60   (f) ADJ UNCH    2 0
 DU0079
 DU0079.Superseded values are not recommended for survey control.
 DU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0079.See file dsdata.txt to determine how the superseded data were derived.
 DU0079
 DU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC616108(NAD 83)
 DU0079_MARKER: DB = BENCH MARK DISK
 DU0079_SETTING: 66 = SET IN ROCK OUTCROP
 DU0079_SP_SET: ROCK OUTCROP
 DU0079_STAMPING: J 150 1935
 DU0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0079+STABILITY: POSITION/ELEVATION WELL
 DU0079
 DU0079  HISTORY     - Date     Condition        Report By
 DU0079  HISTORY     - 1935     MONUMENTED       CGS
 DU0079
 DU0079                          STATION DESCRIPTION
 DU0079
 DU0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0079'16.7 MI N FROM SAN CARLOS.
 DU0079'16.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0079'4.0 MILES SOUTHEAST ALONG THE WARM SPRING ROAD, AT A U-CURVE, 200
 DU0079'YARDS NORTH OF THE BEAR CANYON ASBESTOS MINE CAMP, 58 FEET NORTH OF
 DU0079'THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A
 DU0079'STANDARD DISK, STAMPED J 150 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0399 ***********************************************************************
 DT0399  DESIGNATION -  J 153
 DT0399  PID         -  DT0399
 DT0399  STATE/COUNTY-  AZ/GRAHAM
 DT0399  USGS QUAD   -  PARK CREEK CABINS (1989)
 DT0399
 DT0399                         *CURRENT SURVEY CONTROL
 DT0399  ___________________________________________________________________
 DT0399* NAD 83(1986)-  33 08 18.     (N)    109 40 01.     (W)     SCALED    
 DT0399* NAVD 88     -      1403.438  (meters)    4604.45   (feet)  ADJUSTED  
 DT0399  ___________________________________________________________________
 DT0399  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DT0399  DYNAMIC HT  -        1401.376 (meters)    4597.68  (feet)  COMP
 DT0399  MODELED GRAV-     979,119.9   (mgal)                       NAVD 88
 DT0399
 DT0399  VERT ORDER  -  SECOND    CLASS 0
 DT0399
 DT0399.The horizontal coordinates were scaled from a topographic map and have
 DT0399.an estimated accuracy of +/- 6 seconds.
 DT0399
 DT0399.The orthometric height was determined by differential leveling
 DT0399.and adjusted in June 1991.
 DT0399
 DT0399.The geoid height was determined by GEOID03.
 DT0399
 DT0399.The dynamic height is computed by dividing the NAVD 88
 DT0399.geopotential number by the normal gravity value computed on the
 DT0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0399.degrees latitude (g = 980.6199 gals.).
 DT0399
 DT0399.The modeled gravity was interpolated from observed gravity values.
 DT0399
 DT0399;                    North         East    Units  Estimated Accuracy
 DT0399;SPC AZ E     -   237,200.      259,980.      MT  (+/- 180 meters Scaled)
 DT0399
 DT0399                          SUPERSEDED SURVEY CONTROL
 DT0399
 DT0399  NGVD 29 (??/??/92) 1402.737  (m)         4602.15   (f) ADJ UNCH    2 0
 DT0399
 DT0399.Superseded values are not recommended for survey control.
 DT0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0399.See file dsdata.txt to determine how the superseded data were derived.
 DT0399
 DT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB243674(NAD 83)
 DT0399_MARKER: DB = BENCH MARK DISK
 DT0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0399_STAMPING: J 153 1935
 DT0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0399+STABILITY: SURFACE MOTION
 DT0399
 DT0399  HISTORY     - Date     Condition        Report By
 DT0399  HISTORY     - 1935     MONUMENTED       CGS
 DT0399
 DT0399                          STATION DESCRIPTION
 DT0399
 DT0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0399'1.9 MI NW FROM HAT RANCH PIMA RD FKS.
 DT0399'1.9 MI. NW ALONG ROAD TO ASH CREEK RANCH.  0.8 MI. NW OF GATE ACROSS
 DT0399'ROAD, 65 FT. NE OF CENTERLINE OF ROAD AND 15 FT. SW OF WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0428 ***********************************************************************
 ES0428  DESIGNATION -  J 155
 ES0428  PID         -  ES0428
 ES0428  STATE/COUNTY-  AZ/YAVAPAI
 ES0428  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0428
 ES0428                         *CURRENT SURVEY CONTROL
 ES0428  ___________________________________________________________________
 ES0428* NAD 83(1986)-  34 12 54.     (N)    111 57 42.     (W)     SCALED    
 ES0428* NAVD 88     -      1249.55   (+/-2cm)    4099.6    (feet)  VERTCON   
 ES0428  ___________________________________________________________________
 ES0428  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 ES0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0428
 ES0428.The horizontal coordinates were scaled from a topographic map and have
 ES0428.an estimated accuracy of +/- 6 seconds.
 ES0428
 ES0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0428.The vertical order pertains to the NGVD 29 superseded value.
 ES0428
 ES0428.The geoid height was determined by GEOID03.
 ES0428
 ES0428;                    North         East    Units  Estimated Accuracy
 ES0428;SPC AZ C     -   356,500.      209,210.      MT  (+/- 180 meters Scaled)
 ES0428
 ES0428                          SUPERSEDED SURVEY CONTROL
 ES0428
 ES0428  NGVD 29 (??/??/92) 1248.839  (m)         4097.23   (f) ADJ UNCH    2 0
 ES0428
 ES0428.Superseded values are not recommended for survey control.
 ES0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0428.See file dsdata.txt to determine how the superseded data were derived.
 ES0428
 ES0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC114864(NAD 83)
 ES0428_MARKER: DB = BENCH MARK DISK
 ES0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0428_STAMPING: J 155 1935
 ES0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0428+STABILITY: SURFACE MOTION
 ES0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0428+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 ES0428
 ES0428  HISTORY     - Date     Condition        Report By
 ES0428  HISTORY     - 1935     MONUMENTED       CGS
 ES0428  HISTORY     - 1952     GOOD             NGS
 ES0428  HISTORY     - 20080428 GOOD             GEOCAC
 ES0428
 ES0428                          STATION DESCRIPTION
 ES0428
 ES0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0428'16.9 MI SE FROM CORDES.
 ES0428'16.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0428'CORDES, 0.4 MILE EAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO
 ES0428'COPPER CREEK CABIN, 0.15 MILE WEST OF A LARGE GROUP OF GRANITE
 ES0428'BOULDERS ON THE SOUTH EDGE OF THE ROAD, ON THE TOP OF A SLIGHT RISE,
 ES0428'IN A SMALL CLEARING SURROUNDED WITH THICK MESQUITE, 36.1/2 FEET NORTH
 ES0428'OF THE CENTER LINE OF AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, 2.7
 ES0428'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ES0428'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ES0428
 ES0428                          STATION RECOVERY (2008)
 ES0428
 ES0428'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0428'THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0316 ***********************************************************************
 DU0316  DESIGNATION -  J 17
 DU0316  PID         -  DU0316
 DU0316  STATE/COUNTY-  AZ/GILA
 DU0316  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU0316
 DU0316                         *CURRENT SURVEY CONTROL
 DU0316  ___________________________________________________________________
 DU0316* NAD 83(1986)-  33 35 54.     (N)    111 00 00.     (W)     SCALED    
 DU0316* NAVD 88     -       694.934  (meters)    2279.96   (feet)  ADJUSTED  
 DU0316  ___________________________________________________________________
 DU0316  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DU0316  DYNAMIC HT  -         694.036 (meters)    2277.02  (feet)  COMP
 DU0316  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 DU0316
 DU0316  VERT ORDER  -  FIRST     CLASS II
 DU0316
 DU0316.The horizontal coordinates were scaled from a topographic map and have
 DU0316.an estimated accuracy of +/- 6 seconds.
 DU0316
 DU0316.The orthometric height was determined by differential leveling
 DU0316.and adjusted in June 1991.
 DU0316
 DU0316.The geoid height was determined by GEOID03.
 DU0316
 DU0316.The dynamic height is computed by dividing the NAVD 88
 DU0316.geopotential number by the normal gravity value computed on the
 DU0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0316.degrees latitude (g = 980.6199 gals.).
 DU0316
 DU0316.The modeled gravity was interpolated from observed gravity values.
 DU0316
 DU0316;                    North         East    Units  Estimated Accuracy
 DU0316;SPC AZ E     -   288,420.      136,020.      MT  (+/- 180 meters Scaled)
 DU0316
 DU0316                          SUPERSEDED SURVEY CONTROL
 DU0316
 DU0316  NGVD 29 (??/??/92)  694.344  (m)         2278.03   (f) ADJ UNCH    1 2
 DU0316
 DU0316.Superseded values are not recommended for survey control.
 DU0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0316.See file dsdata.txt to determine how the superseded data were derived.
 DU0316
 DU0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC000176(NAD 83)
 DU0316_MARKER: DB = BENCH MARK DISK
 DU0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0316_SP_SET: CURB
 DU0316_STAMPING: 2278.027 J 17 1933
 DU0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0316
 DU0316  HISTORY     - Date     Condition        Report By
 DU0316  HISTORY     - 1933     MONUMENTED       CGS
 DU0316  HISTORY     - 1946     GOOD             NGS
 DU0316  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0316  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 DU0316  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU0316  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU0316
 DU0316                          STATION DESCRIPTION
 DU0316
 DU0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0316'10.1 MI SE FROM ROOSEVELT.
 DU0316'10.1 MILES SOUTHEAST ALONG THE APACHE TRAIL HIGHWAY FROM THE POST
 DU0316'OFFICE AT ROOSEVELT, GILA COUNTY, 4.2 MILES NORTHWEST OF THE JUNCTION
 DU0316'OF THE GLOBE-YOUNG HIGHWAY, AT A CONCRETE BRIDGE OVER PINTO CREEK, IN
 DU0316'THE EAST END OF THE SOUTH CONCRETE CURB, AND 2 FEET EAST OF A RAIL
 DU0316'POST.
 DU0316
 DU0316                          STATION RECOVERY (1946)
 DU0316
 DU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DU0316'RECOVERED IN GOOD CONDITION.
 DU0316
 DU0316                          STATION RECOVERY (1979)
 DU0316
 DU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0316'NOTE=THERE IS A NEW BRIDGE AT THIS LOCATION.
 DU0316
 DU0316                          STATION RECOVERY (1983)
 DU0316
 DU0316'RECOVERY NOTE BY US POWER SQUADRON 1983 (RGB)
 DU0316'MARK NOT FOUND.
 DU0316
 DU0316                          STATION RECOVERY (2004)
 DU0316
 DU0316'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0316'MARK NOT FOUND.
 DU0316
 DU0316                          STATION RECOVERY (2007)
 DU0316
 DU0316'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0316'THE OLD BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0285 ***********************************************************************
 CZ0285  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ0285  DESIGNATION -  J 18
 CZ0285  PID         -  CZ0285
 CZ0285  STATE/COUNTY-  AZ/GILA
 CZ0285  USGS QUAD   -  WINKELMAN (1972)
 CZ0285
 CZ0285                         *CURRENT SURVEY CONTROL
 CZ0285  ___________________________________________________________________
 CZ0285* NAD 83(2007)-  32 59 07.16991(N)    110 46 21.27647(W)     ADJUSTED  
 CZ0285* NAVD 88     -       588.26   (meters)    1930.0    (feet)  GPS OBS   
 CZ0285  ___________________________________________________________________
 CZ0285  EPOCH DATE  -        2007.00
 CZ0285  X           -  -1,899,496.177 (meters)                     COMP
 CZ0285  Y           -  -5,007,677.747 (meters)                     COMP
 CZ0285  Z           -   3,452,898.390 (meters)                     COMP
 CZ0285  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CZ0285  ELLIP HEIGHT-         559.892 (meters)          (02/10/07) ADJUSTED
 CZ0285  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CZ0285
 CZ0285  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0285  Type    PID    Designation                      North   East  Ellip
 CZ0285  -------------------------------------------------------------------
 CZ0285  NETWORK CZ0285 J 18                              0.71   0.57   1.63
 CZ0285  -------------------------------------------------------------------
 CZ0285
 CZ0285.The horizontal coordinates were established by GPS observations
 CZ0285.and adjusted by the National Geodetic Survey in February 2007.
 CZ0285
 CZ0285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0285.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0285.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0285.The epoch date for horizontal control is a decimal equivalence
 CZ0285.of Year/Month/Day.
 CZ0285
 CZ0285.The orthometric height was determined by GPS observations and a
 CZ0285.high-resolution geoid model.
 CZ0285.The orthometric height was determined by GPS observations and a
 CZ0285.high-resolution geoid model using precise GPS observation and
 CZ0285.processing techniques.
 CZ0285
 CZ0285.Photographs are available for this station.
 CZ0285
 CZ0285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0285
 CZ0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0285
 CZ0285.The ellipsoidal height was determined by GPS observations
 CZ0285.and is referenced to NAD 83.
 CZ0285
 CZ0285.The geoid height was determined by GEOID03.
 CZ0285
 CZ0285;                    North         East     Units Scale Factor Converg.
 CZ0285;SPC AZ E     -   220,287.200   156,731.608   MT  0.99993953   -0 19 47.6
 CZ0285;SPC AZ E     -   722,727.03    514,211.31   iFT  0.99993953   -0 19 47.6
 CZ0285;UTM  12      - 3,649,683.030   521,248.467   MT  0.99960557   +0 07 25.7
 CZ0285
 CZ0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0285!SPC AZ E     -   0.99991210  x   0.99993953  =   0.99985164
 CZ0285!UTM  12      -   0.99991210  x   0.99960557  =   0.99951771
 CZ0285
 CZ0285                          SUPERSEDED SURVEY CONTROL
 CZ0285
 CZ0285  NAD 83(1992)-  32 59 07.16978(N)    110 46 21.27613(W) AD(       ) A
 CZ0285  ELLIP H (03/01/04)  559.903  (m)                       GP(       ) 4 1
 CZ0285  NGVD 29 (??/??/92)  587.648  (m)         1927.98   (f) ADJ UNCH    2 0
 CZ0285
 CZ0285.Superseded values are not recommended for survey control.
 CZ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0285.See file dsdata.txt to determine how the superseded data were derived.
 CZ0285
 CZ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2124849683(NAD 83)
 CZ0285_MARKER: DB = BENCH MARK DISK
 CZ0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0285_SP_SET: BRIDGE RAILING
 CZ0285_STAMPING: 1928.054 J 18 1933
 CZ0285_MARK LOGO: CGS   
 CZ0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0285+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 CZ0285
 CZ0285  HISTORY     - Date     Condition        Report By
 CZ0285  HISTORY     - 1933     MONUMENTED       CGS
 CZ0285  HISTORY     - 1934     GOOD             NGS
 CZ0285  HISTORY     - 20030407 GOOD             AZ-007
 CZ0285  HISTORY     - 20030814 GOOD             AZ-007
 CZ0285  HISTORY     - 20041030 GOOD             GEOCAC
 CZ0285  HISTORY     - 20070223 GOOD             GEOCAC
 CZ0285
 CZ0285                          STATION DESCRIPTION
 CZ0285
 CZ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0285'IN WINKELMAN.
 CZ0285'AT WINKELMAN, GILA COUNTY, ON STATE HIGHWAY 77, AT THE NORTHWEST
 CZ0285'CORNER OF THE HIGHWAY BRIDGE OVER GILA RIVER, AND IN THE TOP OF THE
 CZ0285'CONCRETE RAILING. A STANDARD DISK, STAMPED 1928.054 J 18 1933.
 CZ0285
 CZ0285                          STATION RECOVERY (2003)
 CZ0285
 CZ0285'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 CZ0285'AT THE INTERSECTION OF AZ 77 AND AZ 177, GO WEST 0.1 MI ON AZ 177
 CZ0285'(SECOND STREET) TO GIFFIN ST. GO SOUTH ON GIFFIN ST 2 BLOCKS TO
 CZ0285'QUARELLI ST. GO WEST 150 FEET TO A SOUTHBOUND WALKWAY TO THE BRIDGE.
 CZ0285'MARK IS SET IN THE NORTHWEST CONCRETE RAILING.
 CZ0285
 CZ0285                          STATION RECOVERY (2003)
 CZ0285
 CZ0285'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 CZ0285'RECOVERED AS DESCRIBED
 CZ0285
 CZ0285                          STATION RECOVERY (2004)
 CZ0285
 CZ0285'RECOVERY NOTE BY GEOCACHING 2004 (MDR)
 CZ0285'BRIDGE IS NOW CLOSED TO VEHICULAR TRAFFIC BUT HAS BEEN RESTORED FOR
 CZ0285'PEDESTRIAN USAGE.
 CZ0285
 CZ0285                          STATION RECOVERY (2007)
 CZ0285
 CZ0285'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0285'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0285'THE DESCRIPTION   A SIGN DESIGNATES THE BRIDGE AS THE GILA RIVER
 CZ0285'HISTORIC LUTEN ARCH BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0113 ***********************************************************************
 CZ0113  DESIGNATION -  J 19
 CZ0113  PID         -  CZ0113
 CZ0113  STATE/COUNTY-  AZ/PIMA
 CZ0113  USGS QUAD   -  ORO VALLEY (1981)
 CZ0113
 CZ0113                         *CURRENT SURVEY CONTROL
 CZ0113  ___________________________________________________________________
 CZ0113* NAD 83(1986)-  32 29 41.     (N)    110 55 43.     (W)     SCALED    
 CZ0113* NAVD 88     -       948.92   (+/-2cm)    3113.2    (feet)  VERTCON   
 CZ0113  ___________________________________________________________________
 CZ0113  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0113
 CZ0113.The horizontal coordinates were scaled from a topographic map and have
 CZ0113.an estimated accuracy of +/- 6 seconds.
 CZ0113
 CZ0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0113.The vertical order pertains to the NGVD 29 superseded value.
 CZ0113
 CZ0113.The geoid height was determined by GEOID03.
 CZ0113
 CZ0113;                    North         East    Units  Estimated Accuracy
 CZ0113;SPC AZ C     -   166,150.      306,210.      MT  (+/- 180 meters Scaled)
 CZ0113
 CZ0113                          SUPERSEDED SURVEY CONTROL
 CZ0113
 CZ0113  NGVD 29 (??/??/92)  948.220  (m)         3110.95   (f) ADJ UNCH    2 0
 CZ0113
 CZ0113.Superseded values are not recommended for survey control.
 CZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0113.See file dsdata.txt to determine how the superseded data were derived.
 CZ0113
 CZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA067952(NAD 83)
 CZ0113_MARKER: DB = BENCH MARK DISK
 CZ0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0113_SP_SET: MONUMENT
 CZ0113_STAMPING: J 19 1933 3111.083
 CZ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0113
 CZ0113  HISTORY     - Date     Condition        Report By
 CZ0113  HISTORY     - 1933     MONUMENTED       CGS
 CZ0113  HISTORY     - 1962     GOOD             NGS
 CZ0113
 CZ0113                          STATION DESCRIPTION
 CZ0113
 CZ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0113'15.6 MI SW FROM ORACLE.
 CZ0113'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE AT
 CZ0113'ORACLE TO ORACLE JUNCTION, THENCE 4.2 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0113'80 AND 89, 180 FEET WEST OF U.S. HIGHWAY 80, 75 FEET WEST OF A
 CZ0113'NORTH-SOUTH FENCE LINE, 3 FEET EAST OF A METAL WITNESS POST, A
 CZ0113'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CZ0113'WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0417 ***********************************************************************
 DU0417  DESIGNATION -  J 21
 DU0417  PID         -  DU0417
 DU0417  STATE/COUNTY-  AZ/MARICOPA
 DU0417  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0417
 DU0417                         *CURRENT SURVEY CONTROL
 DU0417  ___________________________________________________________________
 DU0417* NAD 83(1986)-  33 32 13.     (N)    111 17 48.     (W)     SCALED    
 DU0417* NAVD 88     -       666.801  (meters)    2187.66   (feet)  ADJUSTED  
 DU0417  ___________________________________________________________________
 DU0417  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DU0417  DYNAMIC HT  -         665.910 (meters)    2184.74  (feet)  COMP
 DU0417  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 DU0417
 DU0417  VERT ORDER  -  FIRST     CLASS II
 DU0417
 DU0417.The horizontal coordinates were scaled from a topographic map and have
 DU0417.an estimated accuracy of +/- 6 seconds.
 DU0417
 DU0417.The orthometric height was determined by differential leveling
 DU0417.and adjusted in June 1991.
 DU0417
 DU0417.The geoid height was determined by GEOID03.
 DU0417
 DU0417.The dynamic height is computed by dividing the NAVD 88
 DU0417.geopotential number by the normal gravity value computed on the
 DU0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0417.degrees latitude (g = 980.6199 gals.).
 DU0417
 DU0417.The modeled gravity was interpolated from observed gravity values.
 DU0417
 DU0417;                    North         East    Units  Estimated Accuracy
 DU0417;SPC AZ C     -   281,470.      270,940.      MT  (+/- 180 meters Scaled)
 DU0417
 DU0417                          SUPERSEDED SURVEY CONTROL
 DU0417
 DU0417  NGVD 29 (??/??/92)  666.150  (m)         2185.53   (f) ADJ UNCH    1 2
 DU0417
 DU0417.Superseded values are not recommended for survey control.
 DU0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0417.See file dsdata.txt to determine how the superseded data were derived.
 DU0417
 DU0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC724108(NAD 83)
 DU0417_MARKER: DB = BENCH MARK DISK
 DU0417_SETTING: 66 = SET IN ROCK OUTCROP
 DU0417_SP_SET: ROCK CLIFF
 DU0417_STAMPING: J 21 1933
 DU0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0417+STABILITY: POSITION/ELEVATION WELL
 DU0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0417+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0417
 DU0417  HISTORY     - Date     Condition        Report By
 DU0417  HISTORY     - 1933     MONUMENTED       CGS
 DU0417  HISTORY     - 1948     GOOD             NGS
 DU0417  HISTORY     - 1980     GOOD             NGS
 DU0417  HISTORY     - 20060812 GOOD             GEOCAC
 DU0417  HISTORY     - 20080716 GOOD             GEOCAC
 DU0417
 DU0417                          STATION DESCRIPTION
 DU0417
 DU0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0417'11.3 MI NE FROM TORTILLA FLAT.
 DU0417'11.3 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0417'TORTILLA FLAT, 0.2 MILE SOUTH OF MILE POST 225, 30.0 FEET SOUTH OF THE
 DU0417'BRIDGE OVER LEWIS - PENNEY CREEK, SET IN THE VERTICAL FACE OF A ROCK
 DU0417'CLIFF, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DU0417
 DU0417                          STATION RECOVERY (1980)
 DU0417
 DU0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0417'16.2 KM (10.1 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0417'OFFICE AT TORTILLA FLAT, 0.3 KM (0.2 MI) SOUTH OF HIGHWAY MILEPOST
 DU0417'225, SET VERTICALLY IN THE FACE OF A ROCK CLIFF AT A HIGHWAY BRIDGE
 DU0417'OVER LEWIS AND PRANTY CREEK, 4.2 METERS (14.0 FT) EAST OF THE
 DU0417'CENTERLINE OF THE HIGHWAY, 9.1 METERS (33.0 FT) SOUTH OF THE SOUTHEAST
 DU0417'CORNER OF THE BRIDGE.
 DU0417'THE MARK IS 0.3 M ABOVE THE GROUND.
 DU0417
 DU0417                          STATION RECOVERY (2006)
 DU0417
 DU0417'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0417'RECOVERED IN GOOD CONDITION.
 DU0417
 DU0417                          STATION RECOVERY (2008)
 DU0417
 DU0417'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0417'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0417'33 32.220 W 111
 DU0417'17.814
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0783 ***********************************************************************
 DU0783  DESIGNATION -  J 22
 DU0783  PID         -  DU0783
 DU0783  STATE/COUNTY-  AZ/MARICOPA
 DU0783  USGS QUAD   -  MESA (1982)
 DU0783
 DU0783                         *CURRENT SURVEY CONTROL
 DU0783  ___________________________________________________________________
 DU0783* NAD 83(1986)-  33 24 53.     (N)    111 49 08.     (W)     SCALED    
 DU0783* NAVD 88     -       377.77   (+/-2cm)    1239.4    (feet)  VERTCON   
 DU0783  ___________________________________________________________________
 DU0783  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0783
 DU0783.The horizontal coordinates were scaled from a topographic map and have
 DU0783.an estimated accuracy of +/- 6 seconds.
 DU0783
 DU0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0783.The vertical order pertains to the NGVD 29 superseded value.
 DU0783
 DU0783.The geoid height was determined by GEOID03.
 DU0783
 DU0783;                    North         East    Units  Estimated Accuracy
 DU0783;SPC AZ C     -   267,750.      222,450.      MT  (+/- 180 meters Scaled)
 DU0783
 DU0783                          SUPERSEDED SURVEY CONTROL
 DU0783
 DU0783  NGVD 29 (??/??/92)  377.213  (m)         1237.57   (f) ADJ UNCH    2 0
 DU0783
 DU0783.Superseded values are not recommended for survey control.
 DU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0783.See file dsdata.txt to determine how the superseded data were derived.
 DU0783
 DU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB238975(NAD 83)
 DU0783_MARKER: DB = BENCH MARK DISK
 DU0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0783+STABILITY: SURFACE MOTION
 DU0783
 DU0783  HISTORY     - Date     Condition        Report By
 DU0783  HISTORY     - UNK      MONUMENTED       CGS
 DU0783  HISTORY     - 1933     GOOD             NGS
 DU0783  HISTORY     - 1960     MARK NOT FOUND   NGS
 DU0783  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0783  HISTORY     - 20070702 MARK NOT FOUND   GEOCAC
 DU0783
 DU0783                          STATION DESCRIPTION
 DU0783
 DU0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0783'IN MESA.
 DU0783'CONCRETE POST, AT SIDE OF HIGHWAY, AT EASTERLY CITY LIMITS OF MESA, 55
 DU0783'FEET NORTHWEST OF INTERSECTION OF MAIN AND NORTH HOBSON STREETS.
 DU0783
 DU0783                          STATION RECOVERY (1960)
 DU0783
 DU0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0783'MARK NOT FOUND.
 DU0783
 DU0783                          STATION RECOVERY (2005)
 DU0783
 DU0783'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0783'THE AREA 55 FEET NORTHWEST OF THE INTERSECTION OF MAIN AND NORTH
 DU0783'HOBSON STREETS IS NOW A CONCRETE SIDEWALK/CORNER OF THE INTERSECTION.
 DU0783'A SIDEWALK RUNS ALONG HOBSON, ANOTHER SIDEWALK RUNS ALONG MAIN, AND
 DU0783'ANOTHER SIDEWALK RUNS NORTHWEST THROUGH PIONEER PARK.
 DU0783
 DU0783                          STATION RECOVERY (2007)
 DU0783
 DU0783'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0783'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0783'MARK.
 DU0783'THE DESCRIBED AREA IS A CONCRETE SLAB, THE MARK IS EITHER DESTROYED OR
 DU0783'COVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0532 ***********************************************************************
 DV0532  DESIGNATION -  J 23
 DV0532  PID         -  DV0532
 DV0532  STATE/COUNTY-  AZ/MARICOPA
 DV0532  USGS QUAD   -  PHOENIX (1982)
 DV0532
 DV0532                         *CURRENT SURVEY CONTROL
 DV0532  ___________________________________________________________________
 DV0532* NAD 83(1986)-  33 26 38.     (N)    112 04 45.     (W)     SCALED    
 DV0532* NAVD 88     -       329.482  (meters)    1080.98   (feet)  ADJUSTED  
 DV0532  ___________________________________________________________________
 DV0532  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0532  DYNAMIC HT  -         329.101 (meters)    1079.73  (feet)  COMP
 DV0532  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 DV0532
 DV0532  VERT ORDER  -  FIRST     CLASS II
 DV0532
 DV0532.The horizontal coordinates were scaled from a topographic map and have
 DV0532.an estimated accuracy of +/- 6 seconds.
 DV0532
 DV0532.The orthometric height was determined by differential leveling
 DV0532.and adjusted in November 1993.
 DV0532
 DV0532.The geoid height was determined by GEOID03.
 DV0532
 DV0532.The dynamic height is computed by dividing the NAVD 88
 DV0532.geopotential number by the normal gravity value computed on the
 DV0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0532.degrees latitude (g = 980.6199 gals.).
 DV0532
 DV0532.The modeled gravity was interpolated from observed gravity values.
 DV0532
 DV0532;                    North         East    Units  Estimated Accuracy
 DV0532;SPC AZ C     -   270,990.      198,250.      MT  (+/- 180 meters Scaled)
 DV0532
 DV0532                          SUPERSEDED SURVEY CONTROL
 DV0532
 DV0532  NGVD 29 (??/??/92)  328.834  (m)         1078.85   (f) ADJ UNCH    1 2
 DV0532
 DV0532.Superseded values are not recommended for survey control.
 DV0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0532.See file dsdata.txt to determine how the superseded data were derived.
 DV0532
 DV0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC996010(NAD 83)
 DV0532_MARKER: DB = BENCH MARK DISK
 DV0532_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV0532_SP_SET: SIDEWALK
 DV0532_STAMPING: J 23 1933 1079.135
 DV0532_MARK LOGO: CGS   
 DV0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0532+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV0532
 DV0532  HISTORY     - Date     Condition        Report By
 DV0532  HISTORY     - 1933     MONUMENTED       CGS
 DV0532  HISTORY     - 1962     GOOD             NGS
 DV0532  HISTORY     - 19920311 GOOD             NGS
 DV0532  HISTORY     - 20061203 GOOD             GEOCAC
 DV0532
 DV0532                          STATION DESCRIPTION
 DV0532
 DV0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0532'IN PHOENIX.
 DV0532'AT PHOENIX, ON THE SOUTHERN PACIFIC CO. RAILROAD, OPPOSITE THE UNION
 DV0532'STATION, BETWEEN THE MAIN-LINE TRACKS, IN THE MIDDLE OF THE PLATFORM,
 DV0532'AND IN THE TOP OF THE BASE OF A LAMPPOST, ABOUT 1 FOOT ABOVE THE LEVEL
 DV0532'OF THE TRACKS.
 DV0532
 DV0532                          STATION RECOVERY (1992)
 DV0532
 DV0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0532'IN PHOENIX, AT THE INTERSECTION OF 3RD STREET AND THE SOUTHERN
 DV0532'PACIFIC RAILROAD, NEAR THE EAST END OF A CONCRETE SIDEWALK AT THE
 DV0532'AMTRAK LOADING AREA, 111.5 M (365.8 FT) WEST OF THE CENTERLINE OF THE
 DV0532'AVENUE, 19.1 M (62.7 FT) SOUTH OF THE SOUTH FACE OF THE AMTRAK
 DV0532'OFFICE, 5.6 M (18.4 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DV0532'FENCE, AND 4.0 M (13.1 FT) NORTH OF AND LEVEL WITH THE NEAR RAIL.
 DV0532'NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE DISK IS SET IN THE
 DV0532'BASE OF A LAMP POST.  THE MARK HAS BEEN RELOCATED OR A SIDEWALK HAS
 DV0532'BEEN POURED OVER THE LAMP POST BASE.
 DV0532
 DV0532                          STATION RECOVERY (2006)
 DV0532
 DV0532'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0532'RECOVERED AS DESCRIBED. EXCEPT THAT THE REFERENCE TO 3RD STREET SHOULD
 DV0532'BE REPLACED WITH 3RD AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0934 ***********************************************************************
 DV0934  DESIGNATION -  J 24
 DV0934  PID         -  DV0934
 DV0934  STATE/COUNTY-  AZ/MARICOPA
 DV0934  USGS QUAD   -  WICKENBURG SW (1965)
 DV0934
 DV0934                         *CURRENT SURVEY CONTROL
 DV0934  ___________________________________________________________________
 DV0934* NAD 83(1986)-  33 52 26.     (N)    112 39 20.     (W)     SCALED    
 DV0934* NAVD 88     -       571.976  (meters)    1876.56   (feet)  POSTED    
 DV0934  ___________________________________________________________________
 DV0934  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0934  DYNAMIC HT  -         571.290 (meters)    1874.31  (feet)  COMP
 DV0934  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 DV0934
 DV0934  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0934
 DV0934.The horizontal coordinates were scaled from a topographic map and have
 DV0934.an estimated accuracy of +/- 6 seconds.
 DV0934
 DV0934.The orthometric height was determined by differential leveling
 DV0934.and adjusted in November 2005.
 DV0934.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0934.was located on a no-check spur therefore a value was not computed.
 DV0934.No vertical observational check was made to the station.
 DV0934
 DV0934.The geoid height was determined by GEOID03.
 DV0934
 DV0934.The dynamic height is computed by dividing the NAVD 88
 DV0934.geopotential number by the normal gravity value computed on the
 DV0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0934.degrees latitude (g = 980.6199 gals.).
 DV0934
 DV0934.The modeled gravity was interpolated from observed gravity values.
 DV0934
 DV0934;                    North         East    Units  Estimated Accuracy
 DV0934;SPC AZ C     -   318,910.      145,000.      MT  (+/- 180 meters Scaled)
 DV0934
 DV0934                          SUPERSEDED SURVEY CONTROL
 DV0934
 DV0934  NGVD 29 (??/??/92)  571.428  (m)         1874.76   (f) ADJ UNCH    2 0
 DV0934
 DV0934.Superseded values are not recommended for survey control.
 DV0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0934.See file dsdata.txt to determine how the superseded data were derived.
 DV0934
 DV0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC468494(NAD 83)
 DV0934_MARKER: DB = BENCH MARK DISK
 DV0934_SETTING: 66 = SET IN ROCK OUTCROP
 DV0934_SP_SET: ROCK POINT
 DV0934_STAMPING: J 24 1933
 DV0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0934+STABILITY: POSITION/ELEVATION WELL
 DV0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0934+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV0934
 DV0934  HISTORY     - Date     Condition        Report By
 DV0934  HISTORY     - 1933     MONUMENTED       CGS
 DV0934  HISTORY     - 1939     GOOD             NGS
 DV0934  HISTORY     - 20070429 GOOD             GEOCAC
 DV0934
 DV0934                          STATION DESCRIPTION
 DV0934
 DV0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0934'2.4 MI NW FROM HOT SPRINGS JUNCTION.
 DV0934'2.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0934'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, 175 FEET NORTHWEST OF
 DV0934'MILEPOST 148, 450 FEET SOUTHEAST OF BRIDGE G 148, IN A ROCK POINT
 DV0934'JUTTING OUT FROM THE WEST SLOPE OF A RAVINE, AND 20 FEET NORTHEAST OF
 DV0934'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED J 24 1933.
 DV0934
 DV0934                          STATION RECOVERY (2007)
 DV0934
 DV0934'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0995 ***********************************************************************
 DV0995  HT_MOD      -  This is a Height Modernization Survey Station.
 DV0995  DESIGNATION -  J 25
 DV0995  PID         -  DV0995
 DV0995  STATE/COUNTY-  AZ/LA PAZ
 DV0995  USGS QUAD   -  GLADDEN (1989)
 DV0995
 DV0995                         *CURRENT SURVEY CONTROL
 DV0995  ___________________________________________________________________
 DV0995* NAD 83(2007)-  33 54 02.01810(N)    113 20 12.15309(W)     ADJUSTED  
 DV0995* NAVD 88     -       645.98   (meters)    2119.4    (feet)  GPS OBS   
 DV0995  ___________________________________________________________________
 DV0995  EPOCH DATE  -        2007.00
 DV0995  X           -  -2,099,481.516 (meters)                     COMP
 DV0995  Y           -  -4,866,356.825 (meters)                     COMP
 DV0995  Z           -   3,537,640.409 (meters)                     COMP
 DV0995  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DV0995  ELLIP HEIGHT-         615.776 (meters)          (02/10/07) ADJUSTED
 DV0995  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0995
 DV0995  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0995  Type    PID    Designation                      North   East  Ellip
 DV0995  -------------------------------------------------------------------
 DV0995  NETWORK DV0995 J 25                              0.35   0.31   0.90
 DV0995  -------------------------------------------------------------------
 DV0995
 DV0995.The horizontal coordinates were established by GPS observations
 DV0995.and adjusted by the National Geodetic Survey in February 2007.
 DV0995
 DV0995.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0995.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0995.The horizontal coordinates are valid at the epoch date displayed above.
 DV0995.The epoch date for horizontal control is a decimal equivalence
 DV0995.of Year/Month/Day.
 DV0995
 DV0995.The orthometric height was determined by GPS observations and a
 DV0995.high-resolution geoid model.
 DV0995.The orthometric height was determined by GPS observations and a
 DV0995.high-resolution geoid model using precise GPS observation and
 DV0995.processing techniques.
 DV0995
 DV0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0995
 DV0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0995
 DV0995.The ellipsoidal height was determined by GPS observations
 DV0995.and is referenced to NAD 83.
 DV0995
 DV0995.The geoid height was determined by GEOID03.
 DV0995
 DV0995;                    North         East     Units Scale Factor Converg.
 DV0995;SPC AZ W     -   321,712.599   251,583.794   MT  0.99995134   +0 13 49.9
 DV0995;SPC AZ W     - 1,055,487.53    825,406.15   iFT  0.99995134   +0 13 49.9
 DV0995;UTM  12      - 3,753,588.643   283,936.038   MT  1.00017553   -1 18 13.7
 DV0995
 DV0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0995!SPC AZ W     -   0.99990334  x   0.99995134  =   0.99985469
 DV0995!UTM  12      -   0.99990334  x   1.00017553  =   1.00007885
 DV0995
 DV0995                          SUPERSEDED SURVEY CONTROL
 DV0995
 DV0995  NAD 83(1992)-  33 54 02.01734(N)    113 20 12.15298(W) AD(       ) A
 DV0995  ELLIP H (01/27/00)  615.804  (m)                       GP(       ) 1 1
 DV0995  NGVD 29 (??/??/92)  645.273  (m)         2117.03   (f) ADJ UNCH    2 0
 DV0995
 DV0995.Superseded values are not recommended for survey control.
 DV0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0995.See file dsdata.txt to determine how the superseded data were derived.
 DV0995
 DV0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8393653589(NAD 83)
 DV0995_MARKER: DB = BENCH MARK DISK
 DV0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0995_STAMPING: J 25 1933
 DV0995_MARK LOGO: CGS   
 DV0995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0995+STABILITY: SURFACE MOTION
 DV0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0995+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DV0995
 DV0995  HISTORY     - Date     Condition        Report By
 DV0995  HISTORY     - 1933     MONUMENTED       CGS
 DV0995  HISTORY     - 1934     GOOD             NGS
 DV0995  HISTORY     - 19981117 GOOD             AZ-013
 DV0995  HISTORY     - 20000401 GOOD             MCDOT
 DV0995
 DV0995                          STATION DESCRIPTION
 DV0995
 DV0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0995'9.8 MI W FROM AGUILA.
 DV0995'IN YUMA COUNTY, 9.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV0995'RAILWAY FROM AGUILA, 0.9 MILE WEST OF THE SIDING AT GOLDEN, 0.2 MILE
 DV0995'WEST OF THE YUMA-MARICOPA COUNTY LINE, 36 FEET NORTH OF MILEPOST 32,
 DV0995'AND 85 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 DV0995'STAMPED J 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DV0995
 DV0995                          STATION RECOVERY (1998)
 DV0995
 DV0995'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV0995'RECOVERED AS DESCRIBED.
 DV0995
 DV0995                          STATION RECOVERY (2000)
 DV0995
 DV0995'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0995'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0412 ***********************************************************************
 FS0412  DESIGNATION -  J 253
 FS0412  PID         -  FS0412
 FS0412  STATE/COUNTY-  AZ/MOHAVE
 FS0412  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0412
 FS0412                         *CURRENT SURVEY CONTROL
 FS0412  ___________________________________________________________________
 FS0412* NAD 83(1986)-  35 59 10.     (N)    114 08 24.     (W)     SCALED    
 FS0412* NAVD 88     -       466.494  (meters)    1530.49   (feet)  POSTED    
 FS0412  ___________________________________________________________________
 FS0412  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FS0412  DYNAMIC HT  -         466.020 (meters)    1528.93  (feet)  COMP
 FS0412  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 FS0412
 FS0412  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0412
 FS0412.The horizontal coordinates were scaled from a topographic map and have
 FS0412.an estimated accuracy of +/- 6 seconds.
 FS0412
 FS0412.The orthometric height was determined by differential leveling
 FS0412.and adjusted by the  in 1992.
 FS0412.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0412.rate of 3.1 thru 4.0 mm/km.
 FS0412
 FS0412.The geoid height was determined by GEOID03.
 FS0412
 FS0412.The dynamic height is computed by dividing the NAVD 88
 FS0412.geopotential number by the normal gravity value computed on the
 FS0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0412.degrees latitude (g = 980.6199 gals.).
 FS0412
 FS0412.The modeled gravity was interpolated from observed gravity values.
 FS0412
 FS0412;                    North         East    Units  Estimated Accuracy
 FS0412;SPC AZ W     -   553,060.      178,190.      MT  (+/- 180 meters Scaled)
 FS0412
 FS0412                          SUPERSEDED SURVEY CONTROL
 FS0412
 FS0412  NGVD 29 (??/??/92)  465.854  (m)         1528.39   (f) ADJ UNCH    1 1
 FS0412
 FS0412.Superseded values are not recommended for survey control.
 FS0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0412.See file dsdata.txt to determine how the superseded data were derived.
 FS0412
 FS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV578861(NAD 83)
 FS0412_MARKER: DB = BENCH MARK DISK
 FS0412_SETTING: 80 = SET IN A BOULDER
 FS0412_SP_SET: BOULDER
 FS0412_STAMPING: J 253 1940
 FS0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0412+STABILITY: SURFACE MOTION
 FS0412
 FS0412  HISTORY     - Date     Condition        Report By
 FS0412  HISTORY     - 1940     MONUMENTED       CGS
 FS0412  HISTORY     - 1950     GOOD             NGS
 FS0412  HISTORY     - 19870220 GOOD             USPSQD
 FS0412
 FS0412                          STATION DESCRIPTION
 FS0412
 FS0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0412'2.6 MI S FROM MOUTH OF HUALPAI WASH.
 FS0412'2.6 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0412'WASH ON THE SOUTH SHORE OF LAKE MEAD, AT THE WEST EDGE OF
 FS0412'HUALPAI WASH, IN THE TOP OF AN OUTCROP, 53 FEET SOUTH OF A 7-FOOT-HIGH
 FS0412'STANDING BOULDER, 43 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FS0412'19 FEET NORTHEAST OF THE NORTHEAST EDGE OF AN 8-FOOT-HIGH BOULDER,
 FS0412'9 1/2 FEET NORTH OF A 6-INCH MESQUITE TREE, AND ABOUT 2 FEET
 FS0412'HIGHER THAN THE ROAD.
 FS0412
 FS0412                          STATION RECOVERY (1987)
 FS0412
 FS0412'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0366 ***********************************************************************
 FS0366  DESIGNATION -  J 254
 FS0366  PID         -  FS0366
 FS0366  STATE/COUNTY-  AZ/MOHAVE
 FS0366  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0366
 FS0366                         *CURRENT SURVEY CONTROL
 FS0366  ___________________________________________________________________
 FS0366* NAD 83(1986)-  35 33 42.     (N)    114 19 09.     (W)     SCALED    
 FS0366* NAVD 88     -       930.086  (meters)    3051.46   (feet)  POSTED    
 FS0366  ___________________________________________________________________
 FS0366  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0366  DYNAMIC HT  -         929.030 (meters)    3047.99  (feet)  COMP
 FS0366  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 FS0366
 FS0366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0366
 FS0366.The horizontal coordinates were scaled from a topographic map and have
 FS0366.an estimated accuracy of +/- 6 seconds.
 FS0366
 FS0366.The orthometric height was determined by differential leveling
 FS0366.and adjusted by the  in 1992.
 FS0366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0366.rate of 0.0 thru 1.0 mm/km.
 FS0366
 FS0366.The geoid height was determined by GEOID03.
 FS0366
 FS0366.The dynamic height is computed by dividing the NAVD 88
 FS0366.geopotential number by the normal gravity value computed on the
 FS0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0366.degrees latitude (g = 980.6199 gals.).
 FS0366
 FS0366.The modeled gravity was interpolated from observed gravity values.
 FS0366
 FS0366;                    North         East    Units  Estimated Accuracy
 FS0366;SPC AZ W     -   506,050.      161,760.      MT  (+/- 180 meters Scaled)
 FS0366
 FS0366                          SUPERSEDED SURVEY CONTROL
 FS0366
 FS0366  NGVD 29 (??/??/92)  929.315  (m)         3048.93   (f) ADJ UNCH    1 1
 FS0366
 FS0366.Superseded values are not recommended for survey control.
 FS0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0366.See file dsdata.txt to determine how the superseded data were derived.
 FS0366
 FS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV429386(NAD 83)
 FS0366_MARKER: DB = BENCH MARK DISK
 FS0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0366_STAMPING: J 254 1941
 FS0366_MARK LOGO: CGS   
 FS0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0366+STABILITY: SURFACE MOTION
 FS0366
 FS0366  HISTORY     - Date     Condition        Report By
 FS0366  HISTORY     - 1941     MONUMENTED       CGS
 FS0366  HISTORY     - 1950     GOOD             NGS
 FS0366  HISTORY     - 1978     GOOD             LOCSUR
 FS0366  HISTORY     - 1982     GOOD             NGS
 FS0366  HISTORY     - 19870112 GOOD             USPSQD
 FS0366
 FS0366                          STATION DESCRIPTION
 FS0366
 FS0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0366'13.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0366'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0366'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 2.8 MILES
 FS0366'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.15 MILE
 FS0366'SOUTHWEST OF A NORTHWEST-SOUTHEAST DIRT ROAD CROSSING, 0.3 MILE
 FS0366'NORTHEAST OF TWO SMALL DRY WASHES, ABOUT MIDWAY BETWEEN TWO
 FS0366'CURVES, 104 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.6
 FS0366'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FS0366'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 FS0366'GROUND.
 FS0366
 FS0366                          STATION RECOVERY (1978)
 FS0366
 FS0366'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0366'RECOVERED IN GOOD CONDITION.
 FS0366
 FS0366                          STATION RECOVERY (1982)
 FS0366
 FS0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0366'RECOVERED IN GOOD CONDITION.
 FS0366
 FS0366                          STATION RECOVERY (1987)
 FS0366
 FS0366'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0548 ***********************************************************************
 ET0548  DESIGNATION -  J 255
 ET0548  PID         -  ET0548
 ET0548  STATE/COUNTY-  AZ/YAVAPAI
 ET0548  USGS QUAD   -  SIMMONS (1979)
 ET0548
 ET0548                         *CURRENT SURVEY CONTROL
 ET0548  ___________________________________________________________________
 ET0548* NAD 83(1986)-  34 51 15.     (N)    112 39 05.     (W)     SCALED    
 ET0548* NAVD 88     -      1393.901  (meters)    4573.16   (feet)  POSTED    
 ET0548  ___________________________________________________________________
 ET0548  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 ET0548  DYNAMIC HT  -        1392.080 (meters)    4567.18  (feet)  COMP
 ET0548  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 ET0548
 ET0548  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0548
 ET0548.The horizontal coordinates were scaled from a topographic map and have
 ET0548.an estimated accuracy of +/- 6 seconds.
 ET0548
 ET0548.The orthometric height was determined by differential leveling
 ET0548.and adjusted in November 2005.
 ET0548.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0548.rate of 0.0 thru 1.0 mm/km.
 ET0548
 ET0548.The geoid height was determined by GEOID03.
 ET0548
 ET0548.The dynamic height is computed by dividing the NAVD 88
 ET0548.geopotential number by the normal gravity value computed on the
 ET0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0548.degrees latitude (g = 980.6199 gals.).
 ET0548
 ET0548.The modeled gravity was interpolated from observed gravity values.
 ET0548
 ET0548;                    North         East    Units  Estimated Accuracy
 ET0548;SPC AZ C     -   427,640.      146,180.      MT  (+/- 180 meters Scaled)
 ET0548
 ET0548                          SUPERSEDED SURVEY CONTROL
 ET0548
 ET0548  NGVD 29 (??/??/92) 1393.098  (m)         4570.52   (f) ADJ UNCH    2 0
 ET0548
 ET0548.Superseded values are not recommended for survey control.
 ET0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0548.See file dsdata.txt to determine how the superseded data were derived.
 ET0548
 ET0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD490581(NAD 83)
 ET0548_MARKER: DB = BENCH MARK DISK
 ET0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0548_STAMPING: J 255 1941
 ET0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0548+STABILITY: SURFACE MOTION
 ET0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0548+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0548
 ET0548  HISTORY     - Date     Condition        Report By
 ET0548  HISTORY     - 1941     MONUMENTED       CGS
 ET0548  HISTORY     - 1974     GOOD             USGS
 ET0548  HISTORY     - 20080823 GOOD             GEOCAC
 ET0548
 ET0548                          STATION DESCRIPTION
 ET0548
 ET0548'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0548'3.0 MI NW FROM SIMMONS.
 ET0548'3.0 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0548'VALLEY WASH AT SIMMONS, TO POINT ON ROAD ABOUT 0.1 MI NW OF A CURVE IN
 ET0548'THE ROAD.  136 FT NE OF THE CENTER LINE OF THE ROAD, 60 FT NE OF THE
 ET0548'CENTER LINE OF AN OLD DIRT ROAD, AND ABOUT LEVEL WITH THE NEW ROAD. A
 ET0548'STANDARD USC AND GS DISK STAMPED J 255 1941 AND SET IN THE TOP OF A
 ET0548'CONCRETE POST PROJECTING ABOUT 0.6 FT ABOVE GROUND.
 ET0548
 ET0548                          STATION RECOVERY (2008)
 ET0548
 ET0548'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0574 ***********************************************************************
 ET0574  DESIGNATION -  J 256
 ET0574  PID         -  ET0574
 ET0574  STATE/COUNTY-  AZ/YAVAPAI
 ET0574  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0574
 ET0574                         *CURRENT SURVEY CONTROL
 ET0574  ___________________________________________________________________
 ET0574* NAD 83(1986)-  34 53 18.     (N)    112 41 01.     (W)     SCALED    
 ET0574* NAVD 88     -      1427.79   (+/-2cm)    4684.3    (feet)  VERTCON   
 ET0574  ___________________________________________________________________
 ET0574  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 ET0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0574
 ET0574.The horizontal coordinates were scaled from a topographic map and have
 ET0574.an estimated accuracy of +/- 6 seconds.
 ET0574
 ET0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0574.The vertical order pertains to the NGVD 29 superseded value.
 ET0574
 ET0574.The geoid height was determined by GEOID03.
 ET0574
 ET0574;                    North         East    Units  Estimated Accuracy
 ET0574;SPC AZ C     -   431,460.      143,260.      MT  (+/- 180 meters Scaled)
 ET0574
 ET0574                          SUPERSEDED SURVEY CONTROL
 ET0574
 ET0574  NGVD 29 (??/??/92) 1426.930  (m)         4681.52   (f) ADJ UNCH    2 0
 ET0574
 ET0574.Superseded values are not recommended for survey control.
 ET0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0574.See file dsdata.txt to determine how the superseded data were derived.
 ET0574
 ET0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD461619(NAD 83)
 ET0574_MARKER: DB = BENCH MARK DISK
 ET0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0574_STAMPING: J 256 1941
 ET0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0574+STABILITY: SURFACE MOTION
 ET0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0574+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 ET0574
 ET0574  HISTORY     - Date     Condition        Report By
 ET0574  HISTORY     - 1941     MONUMENTED       CGS
 ET0574  HISTORY     - 20080531 GOOD             GEOCAC
 ET0574
 ET0574                          STATION DESCRIPTION
 ET0574
 ET0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0574'6.1 MI NW FROM SIMMONS.
 ET0574'6.1 MILES NORTHWEST ALONG A COUNTY ROAD FROM THE CONCRETE BRIDGE OVER
 ET0574'HITT WASH AT SIMMONS, 2.0 MILES NORTHWEST OF THE INTERSECTION OF THE
 ET0574'ROAD LEADING TO PAULDEN, ABOUT 0.1 MILE NORTHWEST OF A CATTLE GUARD,
 ET0574'62 FEET EAST OF A LARGE CEDAR TREE, 45 NORTHEAST OF THE CENTER LINE OF
 ET0574'THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 ET0574'THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 ET0574'ABOVE GROUND.
 ET0574
 ET0574                          STATION RECOVERY (2008)
 ET0574
 ET0574'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0271 ***********************************************************************
 FR0271  DESIGNATION -  J 257
 FR0271  PID         -  FR0271
 FR0271  STATE/COUNTY-  AZ/YAVAPAI
 FR0271  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0271
 FR0271                         *CURRENT SURVEY CONTROL
 FR0271  ___________________________________________________________________
 FR0271* NAD 83(1986)-  35 05 24.     (N)    112 51 34.     (W)     SCALED    
 FR0271* NAVD 88     -      1747.29   (+/-2cm)    5732.6    (feet)  VERTCON   
 FR0271  ___________________________________________________________________
 FR0271  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FR0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0271
 FR0271.The horizontal coordinates were scaled from a topographic map and have
 FR0271.an estimated accuracy of +/- 6 seconds.
 FR0271
 FR0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0271.The vertical order pertains to the NGVD 29 superseded value.
 FR0271
 FR0271.The geoid height was determined by GEOID03.
 FR0271
 FR0271;                    North         East    Units  Estimated Accuracy
 FR0271;SPC AZ C     -   453,970.      127,400.      MT  (+/- 180 meters Scaled)
 FR0271
 FR0271                          SUPERSEDED SURVEY CONTROL
 FR0271
 FR0271  NGVD 29 (??/??/92) 1746.332  (m)         5729.42   (f) ADJ UNCH    2 0
 FR0271
 FR0271.Superseded values are not recommended for survey control.
 FR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0271.See file dsdata.txt to determine how the superseded data were derived.
 FR0271
 FR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD304846(NAD 83)
 FR0271_MARKER: DB = BENCH MARK DISK
 FR0271_SETTING: 66 = SET IN ROCK OUTCROP
 FR0271_SP_SET: LIMESTONE OUTCROP
 FR0271_STAMPING: J 257 1941
 FR0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0271+STABILITY: POSITION/ELEVATION WELL
 FR0271
 FR0271  HISTORY     - Date     Condition        Report By
 FR0271  HISTORY     - 1941     MONUMENTED       CGS
 FR0271  HISTORY     - 1973     MARK NOT FOUND   USGS
 FR0271
 FR0271                          STATION DESCRIPTION
 FR0271
 FR0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0271'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0271'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0271'YAVAPAI COUNTY, THENCE ABOUT 12.5 MILES NORTH ALONG THE ROAD LEADING
 FR0271'TO SELIGMAN, ABOUT 1/4 MILE SOUTH OF THE SUMMIT OF A HILL, ABOUT 150
 FR0271'FEET NORTH OF THE SOUTHWEST POINT OF HILL, 54 FEET EAST OF A LARGE
 FR0271'CEDAR TREE, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET
 FR0271'HIGHER THAN THE ROAD, AND IN AN OUTCROP OF LIMESTONE.  A STANDARD
 FR0271'DISK, STAMPED J 257 1941.
 FR0271
 FR0271                          STATION RECOVERY (1973)
 FR0271
 FR0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0216 ***********************************************************************
 DV0216  DESIGNATION -  J 258
 DV0216  PID         -  DV0216
 DV0216  STATE/COUNTY-  AZ/MARICOPA
 DV0216  USGS QUAD   -  GLENDALE (1982)
 DV0216
 DV0216                         *CURRENT SURVEY CONTROL
 DV0216  ___________________________________________________________________
 DV0216* NAD 83(1986)-  33 37 20.     (N)    112 10 58.     (W)     SCALED    
 DV0216* NAVD 88     -       376.56   (+/-2cm)    1235.4    (feet)  VERTCON   
 DV0216  ___________________________________________________________________
 DV0216  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0216  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0216
 DV0216.The horizontal coordinates were scaled from a topographic map and have
 DV0216.an estimated accuracy of +/- 6 seconds.
 DV0216
 DV0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0216.The vertical order pertains to the NGVD 29 superseded value.
 DV0216
 DV0216.The geoid height was determined by GEOID03.
 DV0216
 DV0216;                    North         East    Units  Estimated Accuracy
 DV0216;SPC AZ C     -   290,790.      188,670.      MT  (+/- 180 meters Scaled)
 DV0216
 DV0216                          SUPERSEDED SURVEY CONTROL
 DV0216
 DV0216  NGVD 29 (??/??/92)  376.007  (m)         1233.62   (f) ADJ UNCH    1 2
 DV0216
 DV0216.Superseded values are not recommended for survey control.
 DV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0216.See file dsdata.txt to determine how the superseded data were derived.
 DV0216
 DV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC902208(NAD 83)
 DV0216_MARKER: DB = BENCH MARK DISK
 DV0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0216_STAMPING: J 258 1945
 DV0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0216+STABILITY: SURFACE MOTION
 DV0216
 DV0216  HISTORY     - Date     Condition        Report By
 DV0216  HISTORY     - 1945     MONUMENTED       CGS
 DV0216  HISTORY     - 1948     GOOD             NGS
 DV0216  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV0216
 DV0216                          STATION DESCRIPTION
 DV0216
 DV0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0216'IN THUNDERBIRD NO 1 AIRPORT.
 DV0216'AT THE THUNDERBIRD NO. 1 AIRPORT, AT THE CONTROL TOWER, SET IN THE
 DV0216'WEST CORNER OF THE GRASSY PLOT NEAREST THE SOUTH CORNER OF THE
 DV0216'BUILDING, 41.6 FEET SOUTH OF THE SOUTH CORNER OF BUILDING, 15.5 FEET
 DV0216'SOUTHEAST OF CENTER-LINE OF NORTHEAST-SOUTHWEST ROAD ON SOUTHWEST SIDE
 DV0216'OF BUILDING.  BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST
 DV0216'POURED IN THE FIELD AND PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 DV0216
 DV0216                          STATION RECOVERY (1948)
 DV0216
 DV0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0216'RECOVERED IN GOOD CONDITION.
 DV0216
 DV0216                          STATION RECOVERY (2004)
 DV0216
 DV0216'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0216'NOT FOUND.  ROAD GONE.  BUILDING PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0778 ***********************************************************************
 DU0778  DESIGNATION -  J 259
 DU0778  PID         -  DU0778
 DU0778  STATE/COUNTY-  AZ/MARICOPA
 DU0778  USGS QUAD   -  HIGLEY (1981)
 DU0778
 DU0778                         *CURRENT SURVEY CONTROL
 DU0778  ___________________________________________________________________
 DU0778* NAD 83(1986)-  33 17 32.     (N)    111 41 11.     (W)     SCALED    
 DU0778* NAVD 88     -       407.13   (+/-2cm)    1335.7    (feet)  VERTCON   
 DU0778  ___________________________________________________________________
 DU0778  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0778  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0778
 DU0778.The horizontal coordinates were scaled from a topographic map and have
 DU0778.an estimated accuracy of +/- 6 seconds.
 DU0778
 DU0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0778.The vertical order pertains to the NGVD 29 superseded value.
 DU0778
 DU0778.The geoid height was determined by GEOID03.
 DU0778
 DU0778;                    North         East    Units  Estimated Accuracy
 DU0778;SPC AZ C     -   254,180.      234,810.      MT  (+/- 180 meters Scaled)
 DU0778
 DU0778                          SUPERSEDED SURVEY CONTROL
 DU0778
 DU0778  NGVD 29 (??/??/92)  406.631  (m)         1334.09   (f) ADJ UNCH    1 2
 DU0778
 DU0778.Superseded values are not recommended for survey control.
 DU0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0778.See file dsdata.txt to determine how the superseded data were derived.
 DU0778
 DU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB360838(NAD 83)
 DU0778_MARKER: DB = BENCH MARK DISK
 DU0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0778_STAMPING: J 259 1945
 DU0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0778+STABILITY: SURFACE MOTION
 DU0778
 DU0778  HISTORY     - Date     Condition        Report By
 DU0778  HISTORY     - 1945     MONUMENTED       CGS
 DU0778  HISTORY     - 1948     GOOD             NGS
 DU0778  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DU0778  HISTORY     - 20070726 MARK NOT FOUND   GEOCAC
 DU0778
 DU0778                          STATION DESCRIPTION
 DU0778
 DU0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0778'IN WILLIAMS A F B.
 DU0778'AT WILLIAMS A.F.B., MARICOPA COUNTY, NEAR THE SOUTHWEST CORNER OF THE
 DU0778'FIELD, AT THE NORTHWEST CORNER OF THE SEWAGE-DISPOSAL PLANT, 1 FOOT
 DU0778'WEST OF THE WEST FENCE, AND 1.8 FEET SOUTHWEST OF THE NORTHWEST CORNER
 DU0778'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DU0778'GROUND.
 DU0778
 DU0778                          STATION RECOVERY (2002)
 DU0778
 DU0778'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0778'SEARCHED FOR NOT FOUND
 DU0778
 DU0778                          STATION RECOVERY (2007)
 DU0778
 DU0778'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0778'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0778'MARK. THE TREATMENT PLANT HAS BEEN REMOVED. THE MARK IS BELIEVED
 DU0778'DESTROYED BY CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0328 ***********************************************************************
 ET0328  DESIGNATION -  J 26
 ET0328  PID         -  ET0328
 ET0328  STATE/COUNTY-  AZ/YAVAPAI
 ET0328  USGS QUAD   -  HILLSIDE (1969)
 ET0328
 ET0328                         *CURRENT SURVEY CONTROL
 ET0328  ___________________________________________________________________
 ET0328* NAD 83(1986)-  34 24 53.     (N)    112 53 37.     (W)     SCALED    
 ET0328* NAVD 88     -      1210.880  (meters)    3972.70   (feet)  POSTED    
 ET0328  ___________________________________________________________________
 ET0328  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 ET0328  DYNAMIC HT  -        1209.330 (meters)    3967.61  (feet)  COMP
 ET0328  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 ET0328
 ET0328  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0328
 ET0328.The horizontal coordinates were scaled from a topographic map and have
 ET0328.an estimated accuracy of +/- 6 seconds.
 ET0328
 ET0328.The orthometric height was determined by differential leveling
 ET0328.and adjusted in November 2005.
 ET0328
 ET0328.The geoid height was determined by GEOID03.
 ET0328
 ET0328.The dynamic height is computed by dividing the NAVD 88
 ET0328.geopotential number by the normal gravity value computed on the
 ET0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0328.degrees latitude (g = 980.6199 gals.).
 ET0328
 ET0328.The modeled gravity was interpolated from observed gravity values.
 ET0328
 ET0328;                    North         East    Units  Estimated Accuracy
 ET0328;SPC AZ C     -   379,090.      123,550.      MT  (+/- 180 meters Scaled)
 ET0328
 ET0328                          SUPERSEDED SURVEY CONTROL
 ET0328
 ET0328  NGVD 29 (??/??/92) 1210.108  (m)         3970.16   (f) ADJ UNCH    1 2
 ET0328
 ET0328.Superseded values are not recommended for survey control.
 ET0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0328.See file dsdata.txt to determine how the superseded data were derived.
 ET0328
 ET0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD259097(NAD 83)
 ET0328_MARKER: DB = BENCH MARK DISK
 ET0328_SETTING: 80 = SET IN A BOULDER
 ET0328_SP_SET: BOULDER
 ET0328_STAMPING: J 26 1933
 ET0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0328+STABILITY: SURFACE MOTION
 ET0328
 ET0328  HISTORY     - Date     Condition        Report By
 ET0328  HISTORY     - 1933     MONUMENTED       CGS
 ET0328  HISTORY     - 1950     GOOD             NGS
 ET0328
 ET0328                          STATION DESCRIPTION
 ET0328
 ET0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0328'1.7 MI E FROM HILLSIDE.
 ET0328'1.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0328'THE STATION AT HILLSIDE, 5 1/2 RAILS SOUTH OF 24-INCH WOODEN CULVERT
 ET0328'NO. D 100, 47 1/2 FEET NORTHEAST OF THE SECOND POLE SOUTH OF MILEPOLE
 ET0328'100, IN THE TOP OF A BLACK BOULDER PROJECTING 0.4 FOOT ABOVE GROUND,
 ET0328'50 FEET SOUTH OF THE SOUTHWEST CORNER OF A MOTOR SCOOTER DERAILING
 ET0328'PLATFORM, 20.4 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN
 ET0328'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0364 ***********************************************************************
 CZ0364  DESIGNATION -  J 260
 CZ0364  PID         -  CZ0364
 CZ0364  STATE/COUNTY-  AZ/PINAL
 CZ0364  USGS QUAD   -  RED ROCK (1993)
 CZ0364
 CZ0364                         *CURRENT SURVEY CONTROL
 CZ0364  ___________________________________________________________________
 CZ0364* NAD 83(1986)-  32 30 20.     (N)    111 17 42.     (W)     SCALED    
 CZ0364* NAVD 88     -       580.49   (+/-2cm)    1904.5    (feet)  VERTCON   
 CZ0364  ___________________________________________________________________
 CZ0364  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ0364  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0364
 CZ0364.The horizontal coordinates were scaled from a topographic map and have
 CZ0364.an estimated accuracy of +/- 6 seconds.
 CZ0364
 CZ0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0364.The vertical order pertains to the NGVD 29 superseded value.
 CZ0364
 CZ0364.The geoid height was determined by GEOID03.
 CZ0364
 CZ0364;                    North         East    Units  Estimated Accuracy
 CZ0364;SPC AZ C     -   167,090.      271,770.      MT  (+/- 180 meters Scaled)
 CZ0364
 CZ0364                          SUPERSEDED SURVEY CONTROL
 CZ0364
 CZ0364  NGVD 29 (??/??/92)  580.004  (m)         1902.90   (f) ADJ UNCH    1 2
 CZ0364
 CZ0364.Superseded values are not recommended for survey control.
 CZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0364.See file dsdata.txt to determine how the superseded data were derived.
 CZ0364
 CZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA722965(NAD 83)
 CZ0364_MARKER: DB = BENCH MARK DISK
 CZ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0364_STAMPING: J 260 1945
 CZ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0364+STABILITY: SURFACE MOTION
 CZ0364
 CZ0364  HISTORY     - Date     Condition        Report By
 CZ0364  HISTORY     - 1945     MONUMENTED       CGS
 CZ0364  HISTORY     - 1977     GOOD             USGS
 CZ0364
 CZ0364                          STATION DESCRIPTION
 CZ0364
 CZ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0364'IN MARANA AIRPORT.
 CZ0364'AT MARANA AIRPORT, PINAL COUNTY, AT THE MAIN GATE, 72 FEET
 CZ0364'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE GUARDHOUSE, 25.3 FEET
 CZ0364'WEST OF A FENCE, 23 FEET NORTH OF THE NORTH RAIL OF A TRACK, AND 1.7
 CZ0364'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J
 CZ0364'260 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0364'ABOVE GROUND.
 CZ0364
 CZ0364                          STATION RECOVERY (1977)
 CZ0364
 CZ0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0364'0.6 MI. EAST OF MARANA AIR PARK ENTRANCE AT THE MAIN GATE, 75 FT. OF
 CZ0364'CENTERLINE OF RD., 25.3 FT. WEST OF A FENCE, 1.7 FT. EAST OF A WHITE
 CZ0364'WOODEN WITNESS POST, SET IN THE TOP OF A CONC. PROJECTING 0.3 FT.
 CZ0364'ABOVE GROUND, 96 FT. SW OF RD. FK. NORTH. STD. DISK STAMPED J 260
 CZ0364'1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0149 ***********************************************************************
 CF0149  DESIGNATION -  J 261
 CF0149  PID         -  CF0149
 CF0149  STATE/COUNTY-  AZ/COCHISE
 CF0149  USGS QUAD   -  DOUGLAS (1978)
 CF0149
 CF0149                         *CURRENT SURVEY CONTROL
 CF0149  ___________________________________________________________________
 CF0149* NAD 83(1986)-  31 20 44.     (N)    109 30 36.     (W)     SCALED    
 CF0149* NAVD 88     -      1259.74   (+/-2cm)    4133.0    (feet)  VERTCON   
 CF0149  ___________________________________________________________________
 CF0149  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0149
 CF0149.The horizontal coordinates were scaled from a topographic map and have
 CF0149.an estimated accuracy of +/- 6 seconds.
 CF0149
 CF0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0149.The vertical order pertains to the NGVD 29 superseded value.
 CF0149
 CF0149.The geoid height was determined by GEOID03.
 CF0149
 CF0149;                    North         East    Units  Estimated Accuracy
 CF0149;SPC AZ E     -    38,500.      275,840.      MT  (+/- 180 meters Scaled)
 CF0149
 CF0149                          SUPERSEDED SURVEY CONTROL
 CF0149
 CF0149  NGVD 29 (??/??/92) 1258.927  (m)         4130.33   (f) ADJ UNCH    2 0
 CF0149
 CF0149.Superseded values are not recommended for survey control.
 CF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0149.See file dsdata.txt to determine how the superseded data were derived.
 CF0149
 CF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV417688(NAD 83)
 CF0149_MARKER: DB = BENCH MARK DISK
 CF0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0149_SP_SET: FOUNDATION
 CF0149_STAMPING: J 261 1945
 CF0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0149
 CF0149  HISTORY     - Date     Condition        Report By
 CF0149  HISTORY     - 1945     MONUMENTED       CGS
 CF0149  HISTORY     - 1980     POOR             NGS
 CF0149
 CF0149                          STATION DESCRIPTION
 CF0149
 CF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CF0149'IN DOUGLAS INTERNATL AIRPORT.
 CF0149'AT DOUGLAS INTERNATIONAL AIRPORT, SET IN THE WEST CORNER OF THE
 CF0149'CONCRETE FOUNDATION OF THE AIRWAY BEACON, 35.5 FEET SOUTH OF THE
 CF0149'SOUTHWEST CORNER OF A BRICK BUILDING, 31.4 FEET EAST OF THE SOUTHEAST
 CF0149'CORNER OF A PUMP HOUSE, AND IS 0.6 FOOT ABOVE THE GROUND.  A BRONZE
 CF0149'BENCH MARK DISK CEMENTED IN A DRILL HOLE.
 CF0149
 CF0149                          STATION RECOVERY (1980)
 CF0149
 CF0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0149'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0017 ***********************************************************************
 FR0017  DESIGNATION -  J 262
 FR0017  PID         -  FR0017
 FR0017  STATE/COUNTY-  AZ/COCONINO
 FR0017  USGS QUAD   -  VALLE TANK (1989)
 FR0017
 FR0017                         *CURRENT SURVEY CONTROL
 FR0017  ___________________________________________________________________
 FR0017* NAD 83(1986)-  35 38 57.     (N)    112 08 25.     (W)     SCALED    
 FR0017* NAVD 88     -      1827.856  (meters)    5996.89   (feet)  POSTED    
 FR0017  ___________________________________________________________________
 FR0017  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FR0017  DYNAMIC HT  -        1825.430 (meters)    5988.93  (feet)  COMP
 FR0017  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 FR0017
 FR0017  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0017
 FR0017.The horizontal coordinates were scaled from a topographic map and have
 FR0017.an estimated accuracy of +/- 6 seconds.
 FR0017
 FR0017.The orthometric height was determined by differential leveling
 FR0017.and adjusted by the  in 1992.
 FR0017.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0017.was located on a no-check spur therefore a value was not computed.
 FR0017.No vertical observational check was made to the station.
 FR0017
 FR0017.The geoid height was determined by GEOID03.
 FR0017
 FR0017.The dynamic height is computed by dividing the NAVD 88
 FR0017.geopotential number by the normal gravity value computed on the
 FR0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0017.degrees latitude (g = 980.6199 gals.).
 FR0017
 FR0017.The modeled gravity was interpolated from observed gravity values.
 FR0017
 FR0017;                    North         East    Units  Estimated Accuracy
 FR0017;SPC AZ C     -   515,610.      193,110.      MT  (+/- 180 meters Scaled)
 FR0017
 FR0017                          SUPERSEDED SURVEY CONTROL
 FR0017
 FR0017  NGVD 29 (??/??/92) 1826.974  (m)         5994.00   (f) ADJ UNCH    2 0
 FR0017
 FR0017.Superseded values are not recommended for survey control.
 FR0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0017.See file dsdata.txt to determine how the superseded data were derived.
 FR0017
 FR0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE967456(NAD 83)
 FR0017_MARKER: DB = BENCH MARK DISK
 FR0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0017_SP_SET: CONCRETE BASE
 FR0017_STAMPING: J 262 1945
 FR0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0017
 FR0017  HISTORY     - Date     Condition        Report By
 FR0017  HISTORY     - 1945     MONUMENTED       CGS
 FR0017  HISTORY     - 1976     GOOD             NGS
 FR0017
 FR0017                          STATION DESCRIPTION
 FR0017
 FR0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FR0017'IN VALLE AIRPORT.
 FR0017'AT VALLE AIRPORT, COCONINO COUNTY, 59 FEET EAST OF THE EAST CORNER OF
 FR0017'THE GARAGE AND GENERATOR BUILDING, AT THE AIRWAY BEACON, IN THE TOP OF
 FR0017'THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE NORTHWEST STEEL LEG
 FR0017'OF THE BEACON TOWER, AND 1.1 FEET NORTHWEST OF THE TOWER LEG.  A
 FR0017'STANDARD DISK, STAMPED J 262 1945.
 FR0017
 FR0017                          STATION RECOVERY (1976)
 FR0017
 FR0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FR0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0718 ***********************************************************************
 DV0718  DESIGNATION -  J 264
 DV0718  PID         -  DV0718
 DV0718  STATE/COUNTY-  AZ/MARICOPA
 DV0718  USGS QUAD   -  VALENCIA (1982)
 DV0718
 DV0718                         *CURRENT SURVEY CONTROL
 DV0718  ___________________________________________________________________
 DV0718* NAD 83(1986)-  33 26 50.     (N)    112 37 12.     (W)     SCALED    
 DV0718* NAVD 88     -       352.018  (meters)    1154.91   (feet)  ADJUSTED  
 DV0718  ___________________________________________________________________
 DV0718  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DV0718  DYNAMIC HT  -         351.614 (meters)    1153.59  (feet)  COMP
 DV0718  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 DV0718
 DV0718  VERT ORDER  -  FIRST     CLASS II
 DV0718
 DV0718.The horizontal coordinates were scaled from a topographic map and have
 DV0718.an estimated accuracy of +/- 6 seconds.
 DV0718
 DV0718.The orthometric height was determined by differential leveling
 DV0718.and adjusted in June 1991.
 DV0718
 DV0718.The geoid height was determined by GEOID03.
 DV0718
 DV0718.The dynamic height is computed by dividing the NAVD 88
 DV0718.geopotential number by the normal gravity value computed on the
 DV0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0718.degrees latitude (g = 980.6199 gals.).
 DV0718
 DV0718.The modeled gravity was interpolated from observed gravity values.
 DV0718
 DV0718;                    North         East    Units  Estimated Accuracy
 DV0718;SPC AZ C     -   271,570.      147,970.      MT  (+/- 180 meters Scaled)
 DV0718
 DV0718                          SUPERSEDED SURVEY CONTROL
 DV0718
 DV0718  NGVD 29 (??/??/92)  351.370  (m)         1152.79   (f) ADJ UNCH    1 2
 DV0718
 DV0718.Superseded values are not recommended for survey control.
 DV0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0718.See file dsdata.txt to determine how the superseded data were derived.
 DV0718
 DV0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC494020(NAD 83)
 DV0718_MARKER: DB = BENCH MARK DISK
 DV0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0718_STAMPING: J 264 1947
 DV0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0718+STABILITY: SURFACE MOTION
 DV0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0718+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 DV0718
 DV0718  HISTORY     - Date     Condition        Report By
 DV0718  HISTORY     - 1947     MONUMENTED       CGS
 DV0718  HISTORY     - 1967     GOOD             NGS
 DV0718  HISTORY     - 1981     GOOD             NGS
 DV0718  HISTORY     - 20010418 GOOD             MCDOT
 DV0718  HISTORY     - 20080407 GOOD             GEOCAC
 DV0718
 DV0718                          STATION DESCRIPTION
 DV0718
 DV0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0718'6.0 MI NW FROM BUCKEYE.
 DV0718'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0718'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 1.9 MILES
 DV0718'NORTHWEST ALONG YUMA ROAD, IN S 12, T 1 N, R 4 W, 0.25 MILE WEST OF
 DV0718'THE JUNCTION OF YUMA ROAD AND A DIRT ROAD, 0.25 MILE WEST OF THE
 DV0718'CROSSING OF YUMA ROAD AND A POWER LINE, 38 FEET NORTH OF THE CENTER
 DV0718'LINE OF THE ROAD, 3.5 FEET SOUTHWEST OF A 4- BY 4-INCH WOODEN WITNESS
 DV0718'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DV0718'A CONCRETE POST PROJECTING 6 INCHES.
 DV0718
 DV0718                          STATION RECOVERY (1981)
 DV0718
 DV0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0718'RECOVERED IN GOOD CONDITION.
 DV0718
 DV0718                          STATION RECOVERY (2001)
 DV0718
 DV0718'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0718'FROM WB I-10 EXIT RAMP .05 MILES N TO NW CORNER OF MILLER RD. +
 DV0718'TONOPAH-SALOME HWY, THEN 2.05MILE W,NW,N+NW TO BM J264
 DV0718'USC+G BC SET IN CONC. ABOVE NATURAL GROUND
 DV0718' 
 DV0718' 
 DV0718' 
 DV0718' 
 DV0718' 
 DV0718' 
 DV0718' 
 DV0718
 DV0718                          STATION RECOVERY (2008)
 DV0718
 DV0718'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0078 ***********************************************************************
 DV0078  DESIGNATION -  J 266
 DV0078  PID         -  DV0078
 DV0078  STATE/COUNTY-  AZ/MARICOPA
 DV0078  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0078
 DV0078                         *CURRENT SURVEY CONTROL
 DV0078  ___________________________________________________________________
 DV0078* NAD 83(1986)-  33 43 34.     (N)    112 19 07.     (W)     SCALED    
 DV0078* NAVD 88     -       410.942  (meters)    1348.23   (feet)  ADJUSTED  
 DV0078  ___________________________________________________________________
 DV0078  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0078  DYNAMIC HT  -         410.463 (meters)    1346.66  (feet)  COMP
 DV0078  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 DV0078
 DV0078  VERT ORDER  -  FIRST     CLASS II
 DV0078
 DV0078.The horizontal coordinates were scaled from a topographic map and have
 DV0078.an estimated accuracy of +/- 6 seconds.
 DV0078
 DV0078.The orthometric height was determined by differential leveling
 DV0078.and adjusted in June 1991.
 DV0078
 DV0078.The geoid height was determined by GEOID03.
 DV0078
 DV0078.The dynamic height is computed by dividing the NAVD 88
 DV0078.geopotential number by the normal gravity value computed on the
 DV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0078.degrees latitude (g = 980.6199 gals.).
 DV0078
 DV0078.The modeled gravity was interpolated from observed gravity values.
 DV0078
 DV0078;                    North         East    Units  Estimated Accuracy
 DV0078;SPC AZ C     -   302,350.      176,110.      MT  (+/- 180 meters Scaled)
 DV0078
 DV0078                          SUPERSEDED SURVEY CONTROL
 DV0078
 DV0078  NGVD 29 (??/??/92)  410.318  (m)         1346.18   (f) ADJ UNCH    1 2
 DV0078
 DV0078.Superseded values are not recommended for survey control.
 DV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0078.See file dsdata.txt to determine how the superseded data were derived.
 DV0078
 DV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC778325(NAD 83)
 DV0078_MARKER: DB = BENCH MARK DISK
 DV0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0078_SP_SET: WING WALL
 DV0078_STAMPING: J 266 1948
 DV0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0078+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV0078
 DV0078  HISTORY     - Date     Condition        Report By
 DV0078  HISTORY     - 1948     MONUMENTED       CGS
 DV0078  HISTORY     - 1967     GOOD             NGS
 DV0078  HISTORY     - 1981     GOOD             NGS
 DV0078  HISTORY     - 20061004 GOOD             GEOCAC
 DV0078  HISTORY     - 20071102 GOOD             GEOCAC
 DV0078
 DV0078                          STATION DESCRIPTION
 DV0078
 DV0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0078'13.05 MI NW FROM EL MIRAGE.
 DV0078'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0078'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 6.05 MILES
 DV0078'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0078'BEARDSLEY CANAL, IN SECTION 36, T 5 N, R 1 W, ON THE WEST BANK OF A
 DV0078'WASH CROSSED BY A LARGE METAL PIPE AQUEDUCT, 36 FEET SOUTHWEST OF THE
 DV0078'JUNCTION OF THE AQUEDUCT AND THE WEST CONCRETE FUNNEL IN THE CANAL,
 DV0078'160 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 DV0078'WEST END OF A SHORE WING WALL ON THE SOUTHEAST SIDE OF THE FUNNEL, AND
 DV0078'AT THE JUNCTION OF THE CONCRETE AND ROCK CANAL LINING AND FORMED
 DV0078'CONCRETE FUNNEL.
 DV0078
 DV0078                          STATION RECOVERY (1981)
 DV0078
 DV0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0078'RECOVERED IN GOOD CONDITION.
 DV0078
 DV0078                          STATION RECOVERY (2006)
 DV0078
 DV0078'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0078'RECOVERED IN GOOD CONDITION.
 DV0078
 DV0078                          STATION RECOVERY (2007)
 DV0078
 DV0078'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0078'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0078'33 43 34.4 (N)   112 19 06.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0038 ***********************************************************************
 DV0038  DESIGNATION -  J 267
 DV0038  PID         -  DV0038
 DV0038  STATE/COUNTY-  AZ/MARICOPA
 DV0038  USGS QUAD   -  GLENDALE (1982)
 DV0038
 DV0038                         *CURRENT SURVEY CONTROL
 DV0038  ___________________________________________________________________
 DV0038* NAD 83(1986)-  33 34 19.     (N)    112 08 03.     (W)     SCALED    
 DV0038* NAVD 88     -       374.79   (+/-2cm)    1229.6    (feet)  VERTCON   
 DV0038  ___________________________________________________________________
 DV0038  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0038  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0038
 DV0038.The horizontal coordinates were scaled from a topographic map and have
 DV0038.an estimated accuracy of +/- 6 seconds.
 DV0038
 DV0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0038.The vertical order pertains to the NGVD 29 superseded value.
 DV0038
 DV0038.The geoid height was determined by GEOID03.
 DV0038
 DV0038;                    North         East    Units  Estimated Accuracy
 DV0038;SPC AZ C     -   285,200.      193,170.      MT  (+/- 180 meters Scaled)
 DV0038
 DV0038                          SUPERSEDED SURVEY CONTROL
 DV0038
 DV0038  NGVD 29 (??/??/92)  374.24   (m)         1227.8    (f) COMPUTED    1 2
 DV0038
 DV0038.Superseded values are not recommended for survey control.
 DV0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0038.See file dsdata.txt to determine how the superseded data were derived.
 DV0038
 DV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947152(NAD 83)
 DV0038_MARKER: DD = SURVEY DISK
 DV0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0038_SP_SET: HEADWALL
 DV0038_STAMPING: J 267
 DV0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0038
 DV0038  HISTORY     - Date     Condition        Report By
 DV0038  HISTORY     - UNK      MONUMENTED       BOR
 DV0038  HISTORY     - 1959     GOOD             NGS
 DV0038  HISTORY     - 20070829 MARK NOT FOUND   GEOCAC
 DV0038
 DV0038                          STATION DESCRIPTION
 DV0038
 DV0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0038'6.0 MI NE FROM GLENDALE.
 DV0038'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0038'GLENDALE, THENCE 3.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD,
 DV0038'THENCE 1.2 MILES EAST ALONG A DIRT ROAD WHICH PARALLEL THE SOUTH BANK
 DV0038'OF THE ARIZONA CANAL, AT THE JUNCTION OF A T ROAD SOUTH, 47.6 FEET
 DV0038'WEST OF THE CENTERLINE OF THE PROLONGATION OF THE CENTERLINE OF THE T
 DV0038'ROAD, 18.4 FEET NORTH OF THE CENTERLINE OF THE CANAL ROAD, SET ON TOP
 DV0038'AND IN THE CENTER OF A LARGE CONCRETE HEADWALL OF AN IRRIGATION GATE
 DV0038'AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 DV0038
 DV0038                          STATION RECOVERY (2007)
 DV0038
 DV0038'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0038'THERE IS NO IRRIGATION HEADGATE AT THE DESCRIBED LOCATION. ASSUMED
 DV0038'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1098 ***********************************************************************
 DU1098  DESIGNATION -  J 268
 DU1098  PID         -  DU1098
 DU1098  STATE/COUNTY-  AZ/MARICOPA
 DU1098  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1098
 DU1098                         *CURRENT SURVEY CONTROL
 DU1098  ___________________________________________________________________
 DU1098* NAD 83(1986)-  33 31 26.     (N)    111 56 36.     (W)     SCALED    
 DU1098* NAVD 88     -       415.189  (meters)    1362.17   (feet)  ADJUSTED  
 DU1098  ___________________________________________________________________
 DU1098  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1098  DYNAMIC HT  -         414.708 (meters)    1360.59  (feet)  COMP
 DU1098  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 DU1098
 DU1098  VERT ORDER  -  FIRST     CLASS II
 DU1098
 DU1098.The horizontal coordinates were scaled from a topographic map and have
 DU1098.an estimated accuracy of +/- 6 seconds.
 DU1098
 DU1098.The orthometric height was determined by differential leveling
 DU1098.and adjusted in June 1991.
 DU1098
 DU1098.The geoid height was determined by GEOID03.
 DU1098
 DU1098.The dynamic height is computed by dividing the NAVD 88
 DU1098.geopotential number by the normal gravity value computed on the
 DU1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1098.degrees latitude (g = 980.6199 gals.).
 DU1098
 DU1098.The modeled gravity was interpolated from observed gravity values.
 DU1098
 DU1098;                    North         East    Units  Estimated Accuracy
 DU1098;SPC AZ C     -   279,850.      210,880.      MT  (+/- 180 meters Scaled)
 DU1098
 DU1098                          SUPERSEDED SURVEY CONTROL
 DU1098
 DU1098  NGVD 29 (??/??/92)  414.597  (m)         1360.22   (f) ADJ UNCH    1 2
 DU1098
 DU1098.Superseded values are not recommended for survey control.
 DU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1098.See file dsdata.txt to determine how the superseded data were derived.
 DU1098
 DU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC124097(NAD 83)
 DU1098_MARKER: DB = BENCH MARK DISK
 DU1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1098_STAMPING: J 268 1948
 DU1098_MARK LOGO: CGS   
 DU1098_PROJECTION: PROJECTING 6 CENTIMETERS
 DU1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1098+STABILITY: SURFACE MOTION
 DU1098
 DU1098  HISTORY     - Date     Condition        Report By
 DU1098  HISTORY     - 1948     MONUMENTED       CGS
 DU1098  HISTORY     - 1967     GOOD             NGS
 DU1098  HISTORY     - 1981     GOOD             NGS
 DU1098  HISTORY     - 1984     GOOD             AZDT
 DU1098  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1098  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1098
 DU1098                          STATION DESCRIPTION
 DU1098
 DU1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1098'3.5 MI NW FROM SCOTTSDALE.
 DU1098'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1098'AT SCOTTSDALE, THENCE 1.0 MILE WEST ALONG MACDONALD DRIVE, 80 FEET
 DU1098'NORTHWEST OF THE CENTER OF THE INTERSECTION OF MACDONALD DRIVE AND
 DU1098'INVERGORDON ROAD, 35 FEET NORTH OF THE CENTER LINE OF MACDONALD DRIVE,
 DU1098'73 1/2 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 25
 DU1098'FEET WEST OF THE CENTER LINE OF INVERGORDON ROAD, 7 FEET NORTHEAST OF
 DU1098'A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1.0 FEET NORTHWEST OF A
 DU1098'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS AND SET
 DU1098'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 DU1098
 DU1098                          STATION RECOVERY (1981)
 DU1098
 DU1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1098'1.3 KM (0.85 MI) SOUTH ALONG HAYDEN ROAD FROM THE CROSSING OF THE
 DU1098'ARIZONA CANAL AT SCOTTSDALE, THENCE 3.2 KM (2.0 MI) WEST ALONG
 DU1098'MCDONALD DRIVE, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DU1098'INVERGORDON ROAD, 21 METERS (69 FT) NORTH OF THE CENTERLINE OF
 DU1098'THE DRIVE, 7.9 METERS (26 FT) WEST OF THE CENTERLINE OF THE ROAD,
 DU1098'2.1 METERS (7.0 FT) NORTH OF AN UTILITY POLE AND IN THE WEST EDGE
 DU1098'OF AN ASPHALT SIDEWALK.
 DU1098'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DU1098'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DU1098
 DU1098                          STATION RECOVERY (1984)
 DU1098
 DU1098'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1098'RECOVERED IN GOOD CONDITION.
 DU1098
 DU1098                          STATION RECOVERY (1998)
 DU1098
 DU1098'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1098'MARK NOT FOUND.
 DU1098
 DU1098                          STATION RECOVERY (2007)
 DU1098
 DU1098'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1098'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1098'MARK. THE ASPHALT SIDEWALK HAS BEEN REMOVED, AND THE MARK WAS
 DU1098'APPARENTLY DESTROYED ALONG WITH IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0645 ***********************************************************************
 DU0645  DESIGNATION -  J 269 RESET
 DU0645  PID         -  DU0645
 DU0645  STATE/COUNTY-  AZ/MARICOPA
 DU0645  USGS QUAD   -  BUCKHORN (1982)
 DU0645
 DU0645                         *CURRENT SURVEY CONTROL
 DU0645  ___________________________________________________________________
 DU0645* NAD 83(1986)-  33 25 54.     (N)    111 41 04.     (W)     SCALED    
 DU0645* NAVD 88     -       445.123  (meters)    1460.37   (feet)  READJUSTED
 DU0645  ___________________________________________________________________
 DU0645  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU0645  DYNAMIC HT  -         444.590 (meters)    1458.63  (feet)  COMP
 DU0645  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 DU0645
 DU0645  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0645
 DU0645.The horizontal coordinates were scaled from a topographic map and have
 DU0645.an estimated accuracy of +/- 6 seconds.
 DU0645
 DU0645.The orthometric height was determined by differential leveling
 DU0645.and adjusted in April 1999.
 DU0645.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0645.distribution rate of 0.0 thru 1.0 mm/km.
 DU0645.The height was derived from older observations constrained to new
 DU0645.heights in a crustal motion area.  The height is approximate in
 DU0645.relation to other heights in its vicinity.
 DU0645
 DU0645.The geoid height was determined by GEOID03.
 DU0645
 DU0645.The dynamic height is computed by dividing the NAVD 88
 DU0645.geopotential number by the normal gravity value computed on the
 DU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0645.degrees latitude (g = 980.6199 gals.).
 DU0645
 DU0645.The modeled gravity was interpolated from observed gravity values.
 DU0645
 DU0645;                    North         East    Units  Estimated Accuracy
 DU0645;SPC AZ C     -   269,650.      234,950.      MT  (+/- 180 meters Scaled)
 DU0645
 DU0645                          SUPERSEDED SURVEY CONTROL
 DU0645
 DU0645  NAVD 88 (06/15/91)  445.150  (m)         1460.46   (f) UNKNOWN     1 1
 DU0645  NGVD 29 (??/??/??)  444.58   (m)         1458.6    (f) RESET       3  
 DU0645
 DU0645.Superseded values are not recommended for survey control.
 DU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0645.See file dsdata.txt to determine how the superseded data were derived.
 DU0645
 DU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363993(NAD 83)
 DU0645_MARKER: DB = BENCH MARK DISK
 DU0645_SETTING: 0 = UNSPECIFIED SETTING
 DU0645_STAMPING: J 269 RESET 1970
 DU0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0645
 DU0645  HISTORY     - Date     Condition        Report By
 DU0645  HISTORY     - 1970     MONUMENTED       NGS
 DU0645  HISTORY     - 1975     GOOD             NGS
 DU0645  HISTORY     - 1980     GOOD             NGS
 DU0645  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0645  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU0645
 DU0645                          STATION DESCRIPTION
 DU0645
 DU0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DU0645'8.9 MI NW FROM APACHE JUNCTION.
 DU0645'7.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM APACHE JUNCTION TO BUSH
 DU0645'HIGHWAY, THENCE 1.1 MILES NORTH ALONG BUSH HIGHWAY TO THE MARK ON THE
 DU0645'LEFT.  217 FEET NORTH-NORTHWEST OF POWER POLE NO. 15.  72 FEET EAST OF
 DU0645'A LARGE TREE, 59 FEET SOUTH OF A GIANT CACTUS WITH 8 ARMS, 7 FEET
 DU0645'NORTH OF A FENCE CORNER, 1 1/2 FEET NORTH OF A WITNESS POST AND SET
 DU0645'FLUSH WITH THE GROUND IN THE RIGHT-OF-WAY FENCE LINE.  NOTE-- THE MARK
 DU0645'IS ACROSS THE HIGHWAY FROM FREMONT JUNIOR HIGH SCHOOL.
 DU0645
 DU0645                          STATION RECOVERY (1975)
 DU0645
 DU0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0645'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0645'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 1.1 MILE NORTH ALONG BUSH
 DU0645'HIGHWAY TO THE MARK ON THE LEFT 217 FEET NORTH-NORTHWEST OF POWER POLE
 DU0645'NO. 15, 72 FEET EAST OF A LARGE TREE, 59 FEET SOUTH OF A GIANT CACTUS
 DU0645'WITH 8 ARMS, 7 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET NORTH OF A
 DU0645'WITNESS POST AND SET FLUSH WITH THE GROUND IN THE RIGHT-OF-WAY
 DU0645'FENCELINE.  THE MARK IS ACROSS THE HIGHWAY FROM FREMONT JUNIOR HIGH
 DU0645'SCHOOL.  1/4, SEC 13, T 1N, R 6E.
 DU0645
 DU0645                          STATION RECOVERY (1980)
 DU0645
 DU0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0645'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0645'FROM THE POST OFFICE AT BUCKHORN THENCE 1.8 KILOMETERS (1.1 MILES)
 DU0645'NORTH ALONG BUSH HIGHWAY, 5.5 METERS (18.0 FEET) WEST OF THE POWER
 DU0645'POLE DIRECTLY ACROSS THE ROAD FROM THE FREEMONT JUNIOR HIGH SCHOOL
 DU0645'AUDITORIUM, 20.4 METERS (67.0 FEET) WEST OF THE CENTERLINE OF THE
 DU0645'HIGHWAY, 13.7 METERS (45.0 FEET) NORTH OF THE NORTHEAST CORNER OF A
 DU0645'RAIL FENCE AND 2.1 METERS (7.0 FEET) WEST OF THE EXTENDED CENTERLINE
 DU0645'OF A PAVED RESIDENTIAL ROAD PARALLELING THE HIGHWAY.
 DU0645'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DU0645'THE MARK IS 0.4 M BELOW HIGHWAY CENTERLINE.
 DU0645
 DU0645                          STATION RECOVERY (1992)
 DU0645
 DU0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0645'MARK NOT FOUND.
 DU0645
 DU0645                          STATION RECOVERY (2008)
 DU0645
 DU0645'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0645'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0645'MARK. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0067 ***********************************************************************
 ET0067  DESIGNATION -  J 27
 ET0067  PID         -  ET0067
 ET0067  STATE/COUNTY-  AZ/YAVAPAI
 ET0067  USGS QUAD   -  PRESCOTT (1973)
 ET0067
 ET0067                         *CURRENT SURVEY CONTROL
 ET0067  ___________________________________________________________________
 ET0067* NAD 83(1986)-  34 32 23.     (N)    112 28 09.     (W)     SCALED    
 ET0067* NAVD 88     -      1637.073  (meters)    5370.96   (feet)  POSTED    
 ET0067  ___________________________________________________________________
 ET0067  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0067  DYNAMIC HT  -        1634.830 (meters)    5363.60  (feet)  COMP
 ET0067  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 ET0067
 ET0067  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0067
 ET0067.The horizontal coordinates were scaled from a topographic map and have
 ET0067.an estimated accuracy of +/- 6 seconds.
 ET0067
 ET0067.The orthometric height was determined by differential leveling
 ET0067.and adjusted in November 2005.
 ET0067.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0067.rate of 2.1 thru 3.0 mm/km.
 ET0067
 ET0067.The geoid height was determined by GEOID03.
 ET0067
 ET0067.The dynamic height is computed by dividing the NAVD 88
 ET0067.geopotential number by the normal gravity value computed on the
 ET0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0067.degrees latitude (g = 980.6199 gals.).
 ET0067
 ET0067.The modeled gravity was interpolated from observed gravity values.
 ET0067
 ET0067;                    North         East    Units  Estimated Accuracy
 ET0067;SPC AZ C     -   392,660.      162,650.      MT  (+/- 180 meters Scaled)
 ET0067
 ET0067                          SUPERSEDED SURVEY CONTROL
 ET0067
 ET0067  NGVD 29 (??/??/92) 1636.226  (m)         5368.18   (f) ADJ UNCH    1 2
 ET0067
 ET0067.Superseded values are not recommended for survey control.
 ET0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0067.See file dsdata.txt to determine how the superseded data were derived.
 ET0067
 ET0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD651229(NAD 83)
 ET0067_MARKER: DB = BENCH MARK DISK
 ET0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0067_SP_SET: BANNISTER
 ET0067_STAMPING: 5368.185 J 27 1933
 ET0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0067+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 ET0067
 ET0067  HISTORY     - Date     Condition        Report By
 ET0067  HISTORY     - 1933     MONUMENTED       CGS
 ET0067  HISTORY     - 19970628 GOOD             USPSQD
 ET0067  HISTORY     - 20010511 GOOD             NGS
 ET0067  HISTORY     - 20010806 GOOD             NGS
 ET0067  HISTORY     - 20050423 GOOD             USPSQD
 ET0067
 ET0067                          STATION DESCRIPTION
 ET0067
 ET0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0067'IN PRESCOTT.
 ET0067'PRESCOTT POST OFFICE, ON TOP OF WESTERLY BANNISTER AT FRONT ENTRANCE.
 ET0067
 ET0067                          STATION RECOVERY (1997)
 ET0067
 ET0067'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0067'RECOVERED IN GOOD CONDITION.
 ET0067
 ET0067                          STATION RECOVERY (2001)
 ET0067
 ET0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0067'RECOVERED IN GOOD CONDITION.
 ET0067
 ET0067                          STATION RECOVERY (2001)
 ET0067
 ET0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0067
 ET0067                          STATION RECOVERY (2005)
 ET0067
 ET0067'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0067'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0421 ***********************************************************************
 DU0421  DESIGNATION -  J 270
 DU0421  PID         -  DU0421
 DU0421  STATE/COUNTY-  AZ/MARICOPA
 DU0421  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0421
 DU0421                         *CURRENT SURVEY CONTROL
 DU0421  ___________________________________________________________________
 DU0421* NAD 83(1986)-  33 32 14.     (N)    111 18 33.     (W)     SCALED    
 DU0421* NAVD 88     -       836.938  (meters)    2745.85   (feet)  ADJUSTED  
 DU0421  ___________________________________________________________________
 DU0421  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DU0421  DYNAMIC HT  -         835.832 (meters)    2742.23  (feet)  COMP
 DU0421  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 DU0421
 DU0421  VERT ORDER  -  FIRST     CLASS II
 DU0421
 DU0421.The horizontal coordinates were scaled from a topographic map and have
 DU0421.an estimated accuracy of +/- 6 seconds.
 DU0421
 DU0421.The orthometric height was determined by differential leveling
 DU0421.and adjusted in June 1991.
 DU0421
 DU0421.The geoid height was determined by GEOID03.
 DU0421
 DU0421.The dynamic height is computed by dividing the NAVD 88
 DU0421.geopotential number by the normal gravity value computed on the
 DU0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0421.degrees latitude (g = 980.6199 gals.).
 DU0421
 DU0421.The modeled gravity was interpolated from observed gravity values.
 DU0421
 DU0421;                    North         East    Units  Estimated Accuracy
 DU0421;SPC AZ C     -   281,490.      269,780.      MT  (+/- 180 meters Scaled)
 DU0421
 DU0421                          SUPERSEDED SURVEY CONTROL
 DU0421
 DU0421  NGVD 29 (??/??/92)  836.291  (m)         2743.73   (f) ADJ UNCH    1 2
 DU0421
 DU0421.Superseded values are not recommended for survey control.
 DU0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0421.See file dsdata.txt to determine how the superseded data were derived.
 DU0421
 DU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC712108(NAD 83)
 DU0421_MARKER: DB = BENCH MARK DISK
 DU0421_SETTING: 66 = SET IN ROCK OUTCROP
 DU0421_SP_SET: ROCK OUTCROP
 DU0421_STAMPING: J 270 1948
 DU0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0421+STABILITY: POSITION/ELEVATION WELL
 DU0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0421+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0421
 DU0421  HISTORY     - Date     Condition        Report By
 DU0421  HISTORY     - 1948     MONUMENTED       CGS
 DU0421  HISTORY     - 1980     GOOD             NGS
 DU0421  HISTORY     - 20080716 GOOD             GEOCAC
 DU0421
 DU0421                          STATION DESCRIPTION
 DU0421
 DU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0421'9.1 MI NE FROM TORTILLA FLAT.
 DU0421'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0421'TORTILLA FLAT, 130 FEET SOUTH OF A WIDE TURN-OUT ON THE GRADE.  75.5
 DU0421'FEET SOUTH OF A LARGE ROCK CLIFF, 64.4 FEET SOUTH OF THE EAST END OF A
 DU0421'STEEL CULVERT, WITH A ROCK HEADWALL, 18.6 FEET EAST OF THE CENTER LINE
 DU0421'OF THE HIGHWAY, ABOUT 6.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 DU0421'A LARGE ROCK OUTCROP ABOUT LEVEL WITH THE GROUND AND EAST OF THE SOUTH
 DU0421'END OF A STEEL GUARD RAIL.
 DU0421
 DU0421                          STATION RECOVERY (1980)
 DU0421
 DU0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0421'12.7 KM (7.9 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0421'OFFICE AT TORTILLA FLAT, 0.6 KM (0.4 MI) NORTH OF HIGHWAY MILEPOST
 DU0421'223, IN TOP OF A ROCK OUTCROP, 5.6 METERS (18.5 FT) SOUTHEAST OF
 DU0421'THE CENTERLINE OF THE HIGHWAY, 23.0 METERS (75.5 FT) SOUTHWEST OF
 DU0421'A LARGE ROCK CLIFF, 19.6 METERS (64.5 FT) SOUTHWEST OF THE TOP CENTER
 DU0421'OF THE SOUTHEAST END OF A 60-CM (24-INCH) CONCRETE PIPE CULVERT UNDER
 DU0421'THE HIGHWAY, 10.2 METERS (33.5 FT) SOUTHEAST ACROSS THE HIGHWAY FROM
 DU0421'THE SOUTHWEST END OF A STEEL GUARDRAIL.
 DU0421'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DU0421
 DU0421                          STATION RECOVERY (2008)
 DU0421
 DU0421'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0421'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0421'33 32.235 W 111
 DU0421'18.579.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0385 ***********************************************************************
 DV0385  DESIGNATION -  J 271
 DV0385  PID         -  DV0385
 DV0385  STATE/COUNTY-  AZ/MARICOPA
 DV0385  USGS QUAD   -  LAVEEN (1973)
 DV0385
 DV0385                         *CURRENT SURVEY CONTROL
 DV0385  ___________________________________________________________________
 DV0385* NAD 83(1986)-  33 21 19.     (N)    112 10 08.     (W)     SCALED    
 DV0385* NAVD 88     -       315.47   (+/-2cm)    1035.0    (feet)  VERTCON   
 DV0385  ___________________________________________________________________
 DV0385  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0385
 DV0385.The horizontal coordinates were scaled from a topographic map and have
 DV0385.an estimated accuracy of +/- 6 seconds.
 DV0385
 DV0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0385.The vertical order pertains to the NGVD 29 superseded value.
 DV0385
 DV0385.The geoid height was determined by GEOID03.
 DV0385
 DV0385;                    North         East    Units  Estimated Accuracy
 DV0385;SPC AZ C     -   261,180.      189,890.      MT  (+/- 180 meters Scaled)
 DV0385
 DV0385                          SUPERSEDED SURVEY CONTROL
 DV0385
 DV0385  NGVD 29 (??/??/92)  314.836  (m)         1032.92   (f) ADJ UNCH    2 0
 DV0385
 DV0385.Superseded values are not recommended for survey control.
 DV0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0385.See file dsdata.txt to determine how the superseded data were derived.
 DV0385
 DV0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912912(NAD 83)
 DV0385_MARKER: DB = BENCH MARK DISK
 DV0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0385_STAMPING: J 271 1948
 DV0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0385+STABILITY: SURFACE MOTION
 DV0385
 DV0385  HISTORY     - Date     Condition        Report By
 DV0385  HISTORY     - 1948     MONUMENTED       CGS
 DV0385  HISTORY     - 1959     GOOD             NGS
 DV0385  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0385  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0385
 DV0385                          STATION DESCRIPTION
 DV0385
 DV0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0385'5.5 MI N FROM KOMATKE.
 DV0385'5.5 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 28.5 FEET EAST OF THE
 DV0385'CENTER LINE OF LATERAL 17, 26.4 FEET SOUTH OF THE CENTER LINE OF A
 DV0385'DIRT ROAD, SET IN FRONT AND 50 FEET WEST OF A BROWN HOUSE, SET IN THE
 DV0385'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND ABOUT
 DV0385'LEVEL WITH THE ROAD, 2.8 FEET SOUTH OF WHITE WOODEN WITNESS POST.
 DV0385
 DV0385                          STATION RECOVERY (1959)
 DV0385
 DV0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0385'RECOVERED IN GOOD CONDITION.
 DV0385
 DV0385                          STATION RECOVERY (1994)
 DV0385
 DV0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0385'MARK NOT FOUND.
 DV0385
 DV0385                          STATION RECOVERY (2007)
 DV0385
 DV0385'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0385'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0385'MARK. LATERAL 17 IS NOW 51ST AVENUE. INCLUDING THE GRADED SHOULDERS,
 DV0385'51ST AVENUE IS WELL OVER 60 FEET WIDE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0798 ***********************************************************************
 DU0798  DESIGNATION -  J 273
 DU0798  PID         -  DU0798
 DU0798  STATE/COUNTY-  AZ/MARICOPA
 DU0798  USGS QUAD   -  TEMPE (1982)
 DU0798
 DU0798                         *CURRENT SURVEY CONTROL
 DU0798  ___________________________________________________________________
 DU0798* NAD 83(1986)-  33 24 27.     (N)    111 57 00.     (W)     SCALED    
 DU0798* NAVD 88     -       352.46   (+/-2cm)    1156.4    (feet)  VERTCON   
 DU0798  ___________________________________________________________________
 DU0798  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0798
 DU0798.The horizontal coordinates were scaled from a topographic map and have
 DU0798.an estimated accuracy of +/- 6 seconds.
 DU0798
 DU0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0798.The vertical order pertains to the NGVD 29 superseded value.
 DU0798
 DU0798.The geoid height was determined by GEOID03.
 DU0798
 DU0798;                    North         East    Units  Estimated Accuracy
 DU0798;SPC AZ C     -   266,940.      210,260.      MT  (+/- 180 meters Scaled)
 DU0798
 DU0798                          SUPERSEDED SURVEY CONTROL
 DU0798
 DU0798  NGVD 29 (??/??/92)  351.835  (m)         1154.31   (f) ADJ UNCH    2 0
 DU0798
 DU0798.Superseded values are not recommended for survey control.
 DU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0798.See file dsdata.txt to determine how the superseded data were derived.
 DU0798
 DU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB116968(NAD 83)
 DU0798_MARKER: DB = BENCH MARK DISK
 DU0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0798_STAMPING: J 273 1948
 DU0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0798+STABILITY: SURFACE MOTION
 DU0798
 DU0798  HISTORY     - Date     Condition        Report By
 DU0798  HISTORY     - 1948     MONUMENTED       CGS
 DU0798  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0798  HISTORY     - 20070709 MARK NOT FOUND   GEOCAC
 DU0798
 DU0798                          STATION DESCRIPTION
 DU0798
 DU0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0798'1.5 MI S FROM TEMPE.
 DU0798'1.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0798'SOUTHERN PACIFIC CO. RAILROAD STATION AT TEMPE, THENCE 0.2 MILE WEST
 DU0798'ALONG A DIRT ROAD TO THE TEMPE AIRPORT, 35.2 FEET SOUTH OF THE CENTER
 DU0798'LINE OF THE ROAD, 15.3 FEET EAST OF THE CENTER LINE OF A ROAD WITH A
 DU0798'WOODEN GATE, 2.3 FEET SOUTH OF A WIRE FENCE, ABOUT LEVEL WITH THE ROAD
 DU0798'AND 2.3 FEET WEST OF A WHITE WOODEN WITNESS POST, ON THE NORTH SIDE OF
 DU0798'THE TEMPE AIRPORT, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DU0798'FOOT ABOVE THE GROUND.
 DU0798
 DU0798                          STATION RECOVERY (1992)
 DU0798
 DU0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0798'THE OLD AIRPORT IS NOW A RESIDENTIAL AREA.  ASSUMED DESTROYED.
 DU0798
 DU0798                          STATION RECOVERY (2007)
 DU0798
 DU0798'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0798'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0798'MARK. THIS AREA HAS BEEN RE-DEVELOPED AS INDUSTRIAL/COMMERCIAL
 DU0798'PROPERTY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1045 ***********************************************************************
 DU1045  DESIGNATION -  J 275
 DU1045  PID         -  DU1045
 DU1045  STATE/COUNTY-  AZ/PINAL
 DU1045  USGS QUAD   -  SACATON BUTTE (1967)
 DU1045
 DU1045                         *CURRENT SURVEY CONTROL
 DU1045  ___________________________________________________________________
 DU1045* NAD 83(1986)-  33 02 11.     (N)    111 56 42.     (W)     SCALED    
 DU1045* NAVD 88     -       372.97   (+/-2cm)    1223.7    (feet)  VERTCON   
 DU1045  ___________________________________________________________________
 DU1045  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DU1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1045
 DU1045.The horizontal coordinates were scaled from a topographic map and have
 DU1045.an estimated accuracy of +/- 6 seconds.
 DU1045
 DU1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1045.The vertical order pertains to the NGVD 29 superseded value.
 DU1045
 DU1045.The geoid height was determined by GEOID03.
 DU1045
 DU1045;                    North         East    Units  Estimated Accuracy
 DU1045;SPC AZ C     -   225,790.      210,710.      MT  (+/- 180 meters Scaled)
 DU1045
 DU1045                          SUPERSEDED SURVEY CONTROL
 DU1045
 DU1045  NGVD 29 (??/??/92)  372.505  (m)         1222.13   (f) ADJ UNCH    2 0
 DU1045
 DU1045.Superseded values are not recommended for survey control.
 DU1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1045.See file dsdata.txt to determine how the superseded data were derived.
 DU1045
 DU1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB117557(NAD 83)
 DU1045_MARKER: DB = BENCH MARK DISK
 DU1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1045_SP_SET: HEADGATE
 DU1045_STAMPING: J 275 1948
 DU1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1045
 DU1045  HISTORY     - Date     Condition        Report By
 DU1045  HISTORY     - 1948     MONUMENTED       CGS
 DU1045  HISTORY     - 1961     GOOD             NGS
 DU1045  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 DU1045
 DU1045                          STATION DESCRIPTION
 DU1045
 DU1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1045'7.9 MI E FROM MARICOPA.
 DU1045'7.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU1045'POST OFFICE AT MARICOPA, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD,
 DU1045'68.1 FEET WEST OF THE CENTER LINE OF THE ROAD, 12.0 FEET EAST OF A
 DU1045'MOTOR OVER A WELL, 9.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DU1045'BASE OF A WATER TANK, 3.0 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 DU1045'TOP OF THE NORTHEAST CORNER OF THE WEST PART OF A CONCRETE HEADGATE IN
 DU1045'A IRRIGATION DITCH.
 DU1045
 DU1045                          STATION RECOVERY (1961)
 DU1045
 DU1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DU1045'RECOVERED IN GOOD CONDITION.
 DU1045
 DU1045                          STATION RECOVERY (2006)
 DU1045
 DU1045'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1045'A ROOF HAS BEEN BUILT OVER THE HEADGATE STRUCTURE. THE MARK IS LIKELY
 DU1045'STILL PRESENT, BUT IS CURRENTLY INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0839 ***********************************************************************
 DU0839  DESIGNATION -  J 276
 DU0839  PID         -  DU0839
 DU0839  STATE/COUNTY-  AZ/PINAL
 DU0839  USGS QUAD   -  GILA BUTTE SE (1981)
 DU0839
 DU0839                         *CURRENT SURVEY CONTROL
 DU0839  ___________________________________________________________________
 DU0839* NAD 83(1986)-  33 07 03.     (N)    111 52 30.     (W)     SCALED    
 DU0839* NAVD 88     -       365.82   (+/-2cm)    1200.2    (feet)  VERTCON   
 DU0839  ___________________________________________________________________
 DU0839  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DU0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0839
 DU0839.The horizontal coordinates were scaled from a topographic map and have
 DU0839.an estimated accuracy of +/- 6 seconds.
 DU0839
 DU0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0839.The vertical order pertains to the NGVD 29 superseded value.
 DU0839
 DU0839.The geoid height was determined by GEOID03.
 DU0839
 DU0839;                    North         East    Units  Estimated Accuracy
 DU0839;SPC AZ C     -   234,780.      217,250.      MT  (+/- 180 meters Scaled)
 DU0839
 DU0839                          SUPERSEDED SURVEY CONTROL
 DU0839
 DU0839  NGVD 29 (??/??/92)  365.345  (m)         1198.64   (f) ADJ UNCH    2 0
 DU0839
 DU0839.Superseded values are not recommended for survey control.
 DU0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0839.See file dsdata.txt to determine how the superseded data were derived.
 DU0839
 DU0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB183646(NAD 83)
 DU0839_MARKER: DB = BENCH MARK DISK
 DU0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0839_SP_SET: CULVERT
 DU0839_STAMPING: J 276 1948
 DU0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0839
 DU0839  HISTORY     - Date     Condition        Report By
 DU0839  HISTORY     - 1948     MONUMENTED       CGS
 DU0839  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0839  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0839
 DU0839                          STATION DESCRIPTION
 DU0839
 DU0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0839'0.6 MI E FROM CASA BLANCA.
 DU0839'0.6 MILE EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU0839'SCHOOL, 39.4 FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING
 DU0839'NORTH, 15.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT ABOVE
 DU0839'THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE NORTH
 DU0839'CONCRETE HEADWALL OF A CULVERT IN THE ROAD FOR A IRRIGATION DITCH.
 DU0839
 DU0839                          STATION RECOVERY (1994)
 DU0839
 DU0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0839'MARK NOT FOUND.
 DU0839
 DU0839                          STATION RECOVERY (2007)
 DU0839
 DU0839'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0839'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0839'MARK. THE CULVERT AND IT'S ASSOCIATED HEADWALL HAVE BEEN REMOVED.
 DU0839'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0817 ***********************************************************************
 DU0817  DESIGNATION -  J 277
 DU0817  PID         -  DU0817
 DU0817  STATE/COUNTY-  AZ/MARICOPA
 DU0817  USGS QUAD   -  GUADALUPE (1982)
 DU0817
 DU0817                         *CURRENT SURVEY CONTROL
 DU0817  ___________________________________________________________________
 DU0817* NAD 83(1986)-  33 18 21.     (N)    111 54 41.     (W)     SCALED    
 DU0817* NAVD 88     -       360.51   (+/-2cm)    1182.8    (feet)  VERTCON   
 DU0817  ___________________________________________________________________
 DU0817  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DU0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0817
 DU0817.The horizontal coordinates were scaled from a topographic map and have
 DU0817.an estimated accuracy of +/- 6 seconds.
 DU0817
 DU0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0817.The vertical order pertains to the NGVD 29 superseded value.
 DU0817
 DU0817.The geoid height was determined by GEOID03.
 DU0817
 DU0817;                    North         East    Units  Estimated Accuracy
 DU0817;SPC AZ C     -   255,670.      213,850.      MT  (+/- 180 meters Scaled)
 DU0817
 DU0817                          SUPERSEDED SURVEY CONTROL
 DU0817
 DU0817  NGVD 29 (??/??/92)  359.964  (m)         1180.98   (f) ADJ UNCH    2 0
 DU0817
 DU0817.Superseded values are not recommended for survey control.
 DU0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0817.See file dsdata.txt to determine how the superseded data were derived.
 DU0817
 DU0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB151855(NAD 83)
 DU0817_MARKER: DB = BENCH MARK DISK
 DU0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0817_SP_SET: CULVERT
 DU0817_STAMPING: J 277 1948
 DU0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0817
 DU0817  HISTORY     - Date     Condition        Report By
 DU0817  HISTORY     - 1948     MONUMENTED       CGS
 DU0817  HISTORY     - 1959     GOOD             NGS
 DU0817  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU0817  HISTORY     - 20070717 MARK NOT FOUND   GEOCAC
 DU0817
 DU0817                          STATION DESCRIPTION
 DU0817
 DU0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0817'4.4 MI W FROM CHANDLER.
 DU0817'4.4 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0817'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 109 FEET NORTHEAST OF THE
 DU0817'ESTRELLA GROCERY AND SERVICE STATION, 52.1 FEET NORTH OF THE CENTER
 DU0817'LINE OF THE ROAD, 12.7 FEET EAST OF THE CENTER LINE OF A CONCRETE ROAD
 DU0817'LEADING NORTH, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 DU0817'AND IN THE CENTER OF THE EAST CONCRETE HEADWALL OF A CONCRETE CULVERT
 DU0817'IN THE ROAD FOR A IRRIGATION DITCH.
 DU0817
 DU0817                          STATION RECOVERY (1959)
 DU0817
 DU0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0817'RECOVERED IN GOOD CONDITION.
 DU0817
 DU0817                          STATION RECOVERY (2006)
 DU0817
 DU0817'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0817'THIS AREA HAS CHANGED A LOT SINCE THE LAST LOGGED RECOVERY. THE EAST
 DU0817'WEST CONCRETE ROAD IS NOW MACADAM, AND IS CALLED CHANDLER BOULEVARD,
 DU0817'THE NORTH/SOUTH ROAD IS NOW MACADAM AND IS CALLED MCCLINTOCK DRIVE,
 DU0817'THE ESTRELLA GROCERY AND SERVICE STATION IS GONE, AND THE IRRIGATION
 DU0817'DITCH IS NOW LOCATED UNDERGROUND.
 DU0817
 DU0817                          STATION RECOVERY (2007)
 DU0817
 DU0817'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0817'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0817'MARK. THE CANAL HAS LONG SINCE BEEN REMOVED, AND THE ROAD HAS BEEN
 DU0817'WIDENED. THE DESCRIBED LOCATION IS NOW UNDER THE PAVEMENT OF THE CURB
 DU0817'LANE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1011 ***********************************************************************
 CZ1011  DESIGNATION -  J 278
 CZ1011  PID         -  CZ1011
 CZ1011  STATE/COUNTY-  AZ/PINAL
 CZ1011  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1011
 CZ1011                         *CURRENT SURVEY CONTROL
 CZ1011  ___________________________________________________________________
 CZ1011* NAD 83(1986)-  32 51 57.     (N)    111 44 25.     (W)     SCALED    
 CZ1011* NAVD 88     -       431.675  (meters)    1416.25   (feet)  ADJUSTED  
 CZ1011  ___________________________________________________________________
 CZ1011  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ1011  DYNAMIC HT  -         431.147 (meters)    1414.52  (feet)  COMP
 CZ1011  MODELED GRAV-     979,401.3   (mgal)                       NAVD 88
 CZ1011  OBS GRAVITY -     979,400.4   (mgal)                       GRAV_OBS
 CZ1011
 CZ1011  VERT ORDER  -  FIRST     CLASS II
 CZ1011
 CZ1011.The horizontal coordinates were scaled from a topographic map and have
 CZ1011.an estimated accuracy of +/- 6 seconds.
 CZ1011
 CZ1011.The orthometric height was determined by differential leveling
 CZ1011.and adjusted in November 1993.
 CZ1011
 CZ1011.The geoid height was determined by GEOID03.
 CZ1011
 CZ1011.The dynamic height is computed by dividing the NAVD 88
 CZ1011.geopotential number by the normal gravity value computed on the
 CZ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1011.degrees latitude (g = 980.6199 gals.).
 CZ1011
 CZ1011.The modeled gravity was interpolated from observed gravity values.
 CZ1011.The observed gravity was obtained from relative gravimeter ties
 CZ1011.to the IGSN71 gravity network.
 CZ1011
 CZ1011;                    North         East    Units  Estimated Accuracy
 CZ1011;SPC AZ C     -   206,890.      229,870.      MT  (+/- 180 meters Scaled)
 CZ1011
 CZ1011                          SUPERSEDED SURVEY CONTROL
 CZ1011
 CZ1011  NAVD 88 (06/15/91)  431.668  (m)         1416.23   (f) UNKNOWN     1 2
 CZ1011  NGVD 29 (??/??/92)  431.099  (m)         1414.36   (f) ADJ UNCH    1 2
 CZ1011
 CZ1011.Superseded values are not recommended for survey control.
 CZ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1011.See file dsdata.txt to determine how the superseded data were derived.
 CZ1011
 CZ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB307366(NAD 83)
 CZ1011_MARKER: DB = BENCH MARK DISK
 CZ1011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1011_SP_SET: HEADWALL
 CZ1011_STAMPING: J 278 1948
 CZ1011_MARK LOGO: CGS   
 CZ1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1011+STABILITY: SURFACE MOTION
 CZ1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1011+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 CZ1011
 CZ1011  HISTORY     - Date     Condition        Report By
 CZ1011  HISTORY     - 1948     MONUMENTED       CGS
 CZ1011  HISTORY     - 1967     GOOD             NGS
 CZ1011  HISTORY     - 1970     GOOD             NGS
 CZ1011  HISTORY     - 1980     GOOD             NGS
 CZ1011  HISTORY     - 1980     GOOD             NGS
 CZ1011  HISTORY     - 1984     GOOD             NGS
 CZ1011  HISTORY     - 19911205 GOOD             NGS
 CZ1011  HISTORY     - 20071003 GOOD             GEOCAC
 CZ1011
 CZ1011                          STATION DESCRIPTION
 CZ1011
 CZ1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1011'1.15 MI SE FROM CASA GRANDE.
 CZ1011'ABOUT 1.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1011'THE STATION AT CASA GRANDE, IN S 29, T 6 S, R 6 E, AT THE CROSSING OF
 CZ1011'THE RAILROAD AND TRECKELL ROAD, 135 FEET SOUTHWEST AND ACROSS THE ROAD
 CZ1011'FROM THE SOUTHWEST RAIL OF THE TRACKS, 24 FEET WEST OF THE CENTER LINE
 CZ1011'OF TRECKELL ROAD, SET IN THE CENTER OF THE TOP OF THE WEST HEADWALL OF
 CZ1011'A CULVERT FOR AN IRRIGATION DITCH UNDER THE ROAD, ABOUT 1 FOOT ABOVE
 CZ1011'THE LEVEL OF THE ROAD AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
 CZ1011
 CZ1011                          STATION RECOVERY (1970)
 CZ1011
 CZ1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1011'RECOVERED IN GOOD CONDITION.
 CZ1011
 CZ1011                          STATION RECOVERY (1980)
 CZ1011
 CZ1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1011'RECOVERED IN GOOD CONDITION.
 CZ1011
 CZ1011                          STATION RECOVERY (1980)
 CZ1011
 CZ1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1011'RECOVERED IN GOOD CONDITION.
 CZ1011
 CZ1011                          STATION RECOVERY (1984)
 CZ1011
 CZ1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1011'RECOVERED IN GOOD CONDITION.
 CZ1011
 CZ1011                          STATION RECOVERY (1991)
 CZ1011
 CZ1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1011'2.3 KM (1.40 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1011'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1011'BOULEVARD) IN CASA GRANDE, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 CZ1011'TREKELL ROAD, IN TOP OF AND 1.9 M (6.2 FT) NORTH OF THE SOUTH END OF
 CZ1011'THE WEST CONCRETE HEADWALL OF A CULVERT, 7.2 M (23.6 FT) WEST OF THE
 CZ1011'ROAD CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 CZ1011
 CZ1011                          STATION RECOVERY (2007)
 CZ1011
 CZ1011'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0338 ***********************************************************************
 CZ0338  DESIGNATION -  J 279
 CZ0338  PID         -  CZ0338
 CZ0338  STATE/COUNTY-  AZ/PINAL
 CZ0338  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0338
 CZ0338                         *CURRENT SURVEY CONTROL
 CZ0338  ___________________________________________________________________
 CZ0338* NAD 83(1986)-  32 39 40.     (N)    111 24 38.     (W)     SCALED    
 CZ0338* NAVD 88     -       534.67   (+/-2cm)    1754.2    (feet)  VERTCON   
 CZ0338  ___________________________________________________________________
 CZ0338  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ0338  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0338
 CZ0338.The horizontal coordinates were scaled from a topographic map and have
 CZ0338.an estimated accuracy of +/- 6 seconds.
 CZ0338
 CZ0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0338.The vertical order pertains to the NGVD 29 superseded value.
 CZ0338
 CZ0338.The geoid height was determined by GEOID03.
 CZ0338
 CZ0338;                    North         East    Units  Estimated Accuracy
 CZ0338;SPC AZ C     -   184,290.      260,830.      MT  (+/- 180 meters Scaled)
 CZ0338
 CZ0338                          SUPERSEDED SURVEY CONTROL
 CZ0338
 CZ0338  NGVD 29 (??/??/92)  534.077  (m)         1752.22   (f) ADJ UNCH    1 2
 CZ0338
 CZ0338.Superseded values are not recommended for survey control.
 CZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0338.See file dsdata.txt to determine how the superseded data were derived.
 CZ0338
 CZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB615137(NAD 83)
 CZ0338_MARKER: DB = BENCH MARK DISK
 CZ0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0338_SP_SET: CONCRETE BASE
 CZ0338_STAMPING: J 279 1948
 CZ0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0338
 CZ0338  HISTORY     - Date     Condition        Report By
 CZ0338  HISTORY     - 1948     MONUMENTED       CGS
 CZ0338  HISTORY     - 1952     GOOD             NGS
 CZ0338  HISTORY     - 1963     MARK NOT FOUND   NGS
 CZ0338  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0338
 CZ0338                          STATION DESCRIPTION
 CZ0338
 CZ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0338'6.0 MI SE FROM PICACHO.
 CZ0338'6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CZ0338'AT PICACHO, AT RAILROAD BRIDGE 943.66, IN THE CENTER OF THE SLOPING
 CZ0338'PORTION OF THE SOUTHWEST CONCRETE WINGWALL OF THE SOUTHEAST ABUTMENT,
 CZ0338'28 FEET SOUTHEAST OF THE SOUTH CORNER OF THE CONCRETE BASE OF
 CZ0338'SEMEPHORE 943.6, 7.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2
 CZ0338'1/2 FEET LOWER THAN THE TRACK.
 CZ0338
 CZ0338                          STATION RECOVERY (1963)
 CZ0338
 CZ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CZ0338'MARK NOT FOUND.
 CZ0338
 CZ0338                          STATION RECOVERY (1977)
 CZ0338
 CZ0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0070 ***********************************************************************
 ET0070  DESIGNATION -  J 28
 ET0070  PID         -  ET0070
 ET0070  STATE/COUNTY-  AZ/YAVAPAI
 ET0070  USGS QUAD   -  PRESCOTT VALLEY NORTH (1973)
 ET0070
 ET0070                         *CURRENT SURVEY CONTROL
 ET0070  ___________________________________________________________________
 ET0070* NAD 83(1986)-  34 38 30.     (N)    112 18 26.     (W)     SCALED    
 ET0070* NAVD 88     -      1504.231  (meters)    4935.13   (feet)  POSTED    
 ET0070  ___________________________________________________________________
 ET0070  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 ET0070  DYNAMIC HT  -        1502.210 (meters)    4928.50  (feet)  COMP
 ET0070  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 ET0070
 ET0070  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0070
 ET0070.The horizontal coordinates were scaled from a topographic map and have
 ET0070.an estimated accuracy of +/- 6 seconds.
 ET0070
 ET0070.The orthometric height was determined by differential leveling
 ET0070.and adjusted in November 2005.
 ET0070.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0070.rate of 1.1 thru 2.0 mm/km.
 ET0070
 ET0070.The geoid height was determined by GEOID03.
 ET0070
 ET0070.The dynamic height is computed by dividing the NAVD 88
 ET0070.geopotential number by the normal gravity value computed on the
 ET0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0070.degrees latitude (g = 980.6199 gals.).
 ET0070
 ET0070.The modeled gravity was interpolated from observed gravity values.
 ET0070
 ET0070;                    North         East    Units  Estimated Accuracy
 ET0070;SPC AZ C     -   403,900.      177,560.      MT  (+/- 180 meters Scaled)
 ET0070
 ET0070                          SUPERSEDED SURVEY CONTROL
 ET0070
 ET0070  NGVD 29 (??/??/92) 1503.432  (m)         4932.51   (f) ADJ UNCH    1 2
 ET0070
 ET0070.Superseded values are not recommended for survey control.
 ET0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0070.See file dsdata.txt to determine how the superseded data were derived.
 ET0070
 ET0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD801340(NAD 83)
 ET0070_MARKER: DB = BENCH MARK DISK
 ET0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0070_STAMPING: 4932.510 J 28 1933
 ET0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0070+STABILITY: SURFACE MOTION
 ET0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0070+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 ET0070
 ET0070  HISTORY     - Date     Condition        Report By
 ET0070  HISTORY     - 1933     MONUMENTED       CGS
 ET0070  HISTORY     - 20010511 GOOD             NGS
 ET0070  HISTORY     - 20071110 GOOD             GEOCAC
 ET0070
 ET0070                          STATION DESCRIPTION
 ET0070
 ET0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0070'13.5 MI NE FROM PRESCOTT.
 ET0070'CONCRETE POST, AT SIDE OF HIGHWAY, 6.2 MILES EAST OF A. T. AND S. F.
 ET0070'RY., 400 FEET SOUTH OF STATE HIGHWAY MAINTENANCE STATION, 0.2 MILES
 ET0070'SOUTH OF POWER LINE, 50 FEET SOUTH OF HIGHWAY CENTER-LINE.
 ET0070
 ET0070                          STATION RECOVERY (2001)
 ET0070
 ET0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0070'HIGHWAY IS AZ 89A (FORMERLY US 89A). ATSF RR TRACKS PARALLEL TO ROUTE
 ET0070'AZ 89 HAVE BEEN REMOVED.
 ET0070
 ET0070                          STATION RECOVERY (2007)
 ET0070
 ET0070'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0703 ***********************************************************************
 ET0703  DESIGNATION -  J 280
 ET0703  PID         -  ET0703
 ET0703  STATE/COUNTY-  AZ/LA PAZ
 ET0703  USGS QUAD   -  PLANET (1990)
 ET0703
 ET0703                         *CURRENT SURVEY CONTROL
 ET0703  ___________________________________________________________________
 ET0703* NAD 83(1986)-  34 10 52.     (N)    113 56 56.     (W)     SCALED    
 ET0703* NAVD 88     -       466.23   (+/-2cm)    1529.6    (feet)  VERTCON   
 ET0703  ___________________________________________________________________
 ET0703  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ET0703  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0703
 ET0703.The horizontal coordinates were scaled from a topographic map and have
 ET0703.an estimated accuracy of +/- 6 seconds.
 ET0703
 ET0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0703.The vertical order pertains to the NGVD 29 superseded value.
 ET0703
 ET0703.The geoid height was determined by GEOID03.
 ET0703
 ET0703;                    North         East    Units  Estimated Accuracy
 ET0703;SPC AZ W     -   352,770.      195,030.      MT  (+/- 180 meters Scaled)
 ET0703
 ET0703                          SUPERSEDED SURVEY CONTROL
 ET0703
 ET0703  NGVD 29 (??/??/92)  465.579  (m)         1527.49   (f) ADJ UNCH    1 2
 ET0703
 ET0703.Superseded values are not recommended for survey control.
 ET0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0703.See file dsdata.txt to determine how the superseded data were derived.
 ET0703
 ET0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC282861(NAD 83)
 ET0703_MARKER: DB = BENCH MARK DISK
 ET0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0703_STAMPING: J 280 1948
 ET0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0703+STABILITY: SURFACE MOTION
 ET0703
 ET0703  HISTORY     - Date     Condition        Report By
 ET0703  HISTORY     - 1948     MONUMENTED       CGS
 ET0703
 ET0703                          STATION DESCRIPTION
 ET0703
 ET0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0703'22.0 MI N FROM BOUSE.
 ET0703'22 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0703'BOUSE, ON THE EAST BANK OF A LARGE DRY WASH, 34 FEET EAST OF THE
 ET0703'CENTER LINE OF THE ROAD, 21 FEET NORTH OF A PALOVERDE TREE, 2.5 FEET
 ET0703'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE THE
 ET0703'SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 ET0703'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1186 ***********************************************************************
 DV1186  DESIGNATION -  J 281
 DV1186  PID         -  DV1186
 DV1186  STATE/COUNTY-  AZ/LA PAZ
 DV1186  USGS QUAD   -  UTTING (1990)
 DV1186
 DV1186                         *CURRENT SURVEY CONTROL
 DV1186  ___________________________________________________________________
 DV1186* NAD 83(1986)-  33 51 45.     (N)    113 55 12.     (W)     SCALED    
 DV1186* NAVD 88     -       338.77   (+/-2cm)    1111.4    (feet)  VERTCON   
 DV1186  ___________________________________________________________________
 DV1186  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1186  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1186
 DV1186.The horizontal coordinates were scaled from a topographic map and have
 DV1186.an estimated accuracy of +/- 6 seconds.
 DV1186
 DV1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1186.The vertical order pertains to the NGVD 29 superseded value.
 DV1186
 DV1186.The geoid height was determined by GEOID03.
 DV1186
 DV1186;                    North         East    Units  Estimated Accuracy
 DV1186;SPC AZ W     -   317,430.      197,630.      MT  (+/- 180 meters Scaled)
 DV1186
 DV1186                          SUPERSEDED SURVEY CONTROL
 DV1186
 DV1186  NGVD 29 (??/??/92)  338.121  (m)         1109.32   (f) ADJ UNCH    1 2
 DV1186
 DV1186.Superseded values are not recommended for survey control.
 DV1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1186.See file dsdata.txt to determine how the superseded data were derived.
 DV1186
 DV1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC298507(NAD 83)
 DV1186_MARKER: DB = BENCH MARK DISK
 DV1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1186_STAMPING: J 281 1948
 DV1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1186+STABILITY: SURFACE MOTION
 DV1186
 DV1186  HISTORY     - Date     Condition        Report By
 DV1186  HISTORY     - 1948     MONUMENTED       CGS
 DV1186
 DV1186                          STATION DESCRIPTION
 DV1186
 DV1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1186'7.0 MI SE FROM BOUSE.
 DV1186'7.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1186'FROM THE WATER TANK AT BOUSE, 41 FEET SOUTHWEST OF THE CENTER LINE OF
 DV1186'THE TRACK, 4.2 FEET SOUTHEAST OF MILEPOST 73, ABOUT 4 FEET BELOW THE
 DV1186'SURFACE OF THE TRACK, AND 2.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DV1186'POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 DV1186'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0389 ***********************************************************************
 CZ0389  DESIGNATION -  J 283
 CZ0389  PID         -  CZ0389
 CZ0389  STATE/COUNTY-  AZ/PINAL
 CZ0389  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0389
 CZ0389                         *CURRENT SURVEY CONTROL
 CZ0389  ___________________________________________________________________
 CZ0389* NAD 83(1986)-  32 58 25.     (N)    111 27 19.     (W)     SCALED    
 CZ0389* NAVD 88     -       455.80   (+/-2cm)    1495.4    (feet)  VERTCON   
 CZ0389  ___________________________________________________________________
 CZ0389  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ0389  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0389
 CZ0389.The horizontal coordinates were scaled from a topographic map and have
 CZ0389.an estimated accuracy of +/- 6 seconds.
 CZ0389
 CZ0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0389.The vertical order pertains to the NGVD 29 superseded value.
 CZ0389
 CZ0389.The geoid height was determined by GEOID03.
 CZ0389
 CZ0389;                    North         East    Units  Estimated Accuracy
 CZ0389;SPC AZ C     -   218,920.      256,490.      MT  (+/- 180 meters Scaled)
 CZ0389
 CZ0389                          SUPERSEDED SURVEY CONTROL
 CZ0389
 CZ0389  NGVD 29 (??/??/92)  455.307  (m)         1493.79   (f) ADJ UNCH    1 2
 CZ0389
 CZ0389.Superseded values are not recommended for survey control.
 CZ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0389.See file dsdata.txt to determine how the superseded data were derived.
 CZ0389
 CZ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB574484(NAD 83)
 CZ0389_MARKER: DB = BENCH MARK DISK
 CZ0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0389_SP_SET: CULVERT
 CZ0389_STAMPING: J 283 1948
 CZ0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0389
 CZ0389  HISTORY     - Date     Condition        Report By
 CZ0389  HISTORY     - 1948     MONUMENTED       CGS
 CZ0389  HISTORY     - 1967     GOOD             NGS
 CZ0389  HISTORY     - 19920219 MARK NOT FOUND   NGS
 CZ0389  HISTORY     - 20070106 MARK NOT FOUND   GEOCAC
 CZ0389
 CZ0389                          STATION DESCRIPTION
 CZ0389
 CZ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0389'7.85 MI SW FROM FLORENCE.
 CZ0389'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0389'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0389'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0389'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0389'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0389'ROAD, IN S 30, T 5 S, R 9 E, 35 FEET SOUTHWEST OF THE CENTER OF A ROAD
 CZ0389'INTERSECTION, 30 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 CZ0389'16 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, SET IN THE
 CZ0389'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A CULVERT UNDER
 CZ0389'THE NORTH-SOUTH ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS.
 CZ0389
 CZ0389                          STATION RECOVERY (1992)
 CZ0389
 CZ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0389'MARK NOT FOUND.
 CZ0389
 CZ0389                          STATION RECOVERY (2007)
 CZ0389
 CZ0389'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0389'THE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0325 ***********************************************************************
 CZ0325  DESIGNATION -  J 284
 CZ0325  PID         -  CZ0325
 CZ0325  STATE/COUNTY-  AZ/PINAL
 CZ0325  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0325
 CZ0325                         *CURRENT SURVEY CONTROL
 CZ0325  ___________________________________________________________________
 CZ0325* NAD 83(1986)-  32 39 46.     (N)    111 29 42.     (W)     SCALED    
 CZ0325* NAVD 88     -       509.48   (+/-2cm)    1671.5    (feet)  VERTCON   
 CZ0325  ___________________________________________________________________
 CZ0325  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0325  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0325
 CZ0325.The horizontal coordinates were scaled from a topographic map and have
 CZ0325.an estimated accuracy of +/- 6 seconds.
 CZ0325
 CZ0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0325.The vertical order pertains to the NGVD 29 superseded value.
 CZ0325
 CZ0325.The geoid height was determined by GEOID03.
 CZ0325
 CZ0325;                    North         East    Units  Estimated Accuracy
 CZ0325;SPC AZ C     -   184,440.      252,910.      MT  (+/- 180 meters Scaled)
 CZ0325
 CZ0325                          SUPERSEDED SURVEY CONTROL
 CZ0325
 CZ0325  NGVD 29 (??/??/92)  508.919  (m)         1669.68   (f) ADJ UNCH    1 2
 CZ0325
 CZ0325.Superseded values are not recommended for survey control.
 CZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0325.See file dsdata.txt to determine how the superseded data were derived.
 CZ0325
 CZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB535140(NAD 83)
 CZ0325_MARKER: DB = BENCH MARK DISK
 CZ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0325_STAMPING: J 284 1949
 CZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0325+STABILITY: SURFACE MOTION
 CZ0325
 CZ0325  HISTORY     - Date     Condition        Report By
 CZ0325  HISTORY     - 1949     MONUMENTED       CGS
 CZ0325  HISTORY     - 1952     GOOD             NGS
 CZ0325  HISTORY     - 1978     GOOD             USGS
 CZ0325
 CZ0325                          STATION DESCRIPTION
 CZ0325
 CZ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0325'3.7 MI S FROM PICACHO.
 CZ0325'3.2 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ0325'RAILROAD STATION AT PICACHO, THENCE 0.5 MILE SOUTHEAST ALONG A GRADED
 CZ0325'ROAD, AT THE NORTHWEST ENTRANCE OF THE MARANA AIRPORT, 43 FEET
 CZ0325'NORTHEAST OF THE CENTER LINE OF THE ENTRANCE, 32.8 FEET NORTHEAST OF
 CZ0325'THE NORTHEAST CONCRETE HEADWALL OF A CATTLE GUARD, 1.5 FEET SOUTHEAST
 CZ0325'OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, AND SET IN A CONCRETE
 CZ0325'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ0325'ROAD.
 CZ0325
 CZ0325                          STATION RECOVERY (1978)
 CZ0325
 CZ0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CZ0325'PICACHO POST OFFICE 3.1 MI. SOUTH ALONG PICACHO BLVD. THENCE 0.5 MI.
 CZ0325'SE ALONG A DIRT ROAD AT THE WEST ENTRANCE TO THE OLD MARINA AUXILLARY
 CZ0325'AIRPORT, 43 FT. NE OF THE CENTERLINE OF THE ROAD, 32.8 FT. NE OF THE
 CZ0325'NE CONCRETE HEADWALL OF A CATTLE GUARD, 1.5 FT. SE OF A FENCE. 3 FT.
 CZ0325'SW OF A WITNESS POST SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FT.
 CZ0325'ABOVE GROUND AND LEVEL WITH ROAD, A C AND GS BRONZE TABLET STAMPED,
 CZ0325'J-284-1949.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0617 ***********************************************************************
 DA0617  DESIGNATION -  J 285
 DA0617  PID         -  DA0617
 DA0617  STATE/COUNTY-  AZ/MARICOPA
 DA0617  USGS QUAD   -  BOSQUE (1973)
 DA0617
 DA0617                         *CURRENT SURVEY CONTROL
 DA0617  ___________________________________________________________________
 DA0617* NAD 83(1986)-  32 58 08.     (N)    112 35 12.     (W)     SCALED    
 DA0617* NAVD 88     -       306.549  (meters)    1005.74   (feet)  ADJUSTED  
 DA0617  ___________________________________________________________________
 DA0617  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DA0617  DYNAMIC HT  -         306.180 (meters)    1004.53  (feet)  COMP
 DA0617  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 DA0617
 DA0617  VERT ORDER  -  FIRST     CLASS II
 DA0617
 DA0617.The horizontal coordinates were scaled from a topographic map and have
 DA0617.an estimated accuracy of +/- 6 seconds.
 DA0617
 DA0617.The orthometric height was determined by differential leveling
 DA0617.and adjusted in June 1991.
 DA0617
 DA0617.The geoid height was determined by GEOID03.
 DA0617
 DA0617.The dynamic height is computed by dividing the NAVD 88
 DA0617.geopotential number by the normal gravity value computed on the
 DA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0617.degrees latitude (g = 980.6199 gals.).
 DA0617
 DA0617.The modeled gravity was interpolated from observed gravity values.
 DA0617
 DA0617;                    North         East    Units  Estimated Accuracy
 DA0617;SPC AZ C     -   218,500.      150,730.      MT  (+/- 180 meters Scaled)
 DA0617
 DA0617                          SUPERSEDED SURVEY CONTROL
 DA0617
 DA0617  NGVD 29 (??/??/92)  305.916  (m)         1003.66   (f) ADJ UNCH    1 2
 DA0617
 DA0617.Superseded values are not recommended for survey control.
 DA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0617.See file dsdata.txt to determine how the superseded data were derived.
 DA0617
 DA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB517489(NAD 83)
 DA0617_MARKER: DB = BENCH MARK DISK
 DA0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0617_STAMPING: J 285 1949
 DA0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0617+STABILITY: SURFACE MOTION
 DA0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0617+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0617
 DA0617  HISTORY     - Date     Condition        Report By
 DA0617  HISTORY     - 1949     MONUMENTED       CGS
 DA0617  HISTORY     - 1967     GOOD             NGS
 DA0617  HISTORY     - 1980     GOOD             NGS
 DA0617  HISTORY     - 1980     GOOD             NGS
 DA0617  HISTORY     - 19941202 GOOD             USPSQD
 DA0617  HISTORY     - 20070603 GOOD             GEOCAC
 DA0617
 DA0617                          STATION DESCRIPTION
 DA0617
 DA0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0617'7.7 MI E FROM GILA BEND.
 DA0617'7.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0617'GILA BEND, IN S 29, T 5 S, R 3 W, 0.45 MILE EAST OF MILEPOST 863, 0.1
 DA0617'MILE EAST OF RAILROAD BRIDGE 863.35, 23 FEET NORTH OF THE NORTH RAIL
 DA0617'OF THE NORTH SET OF TRACKS, 8 FEET WEST OF A TELEPHONE POLE, IN LINE
 DA0617'WITH A ROW OF POLES, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 DA0617'1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 DA0617'CONCRETE POST PROJECTING 6 INCHES.
 DA0617
 DA0617                          STATION RECOVERY (1980)
 DA0617
 DA0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0617'RECOVERED IN GOOD CONDITION.
 DA0617
 DA0617                          STATION RECOVERY (1980)
 DA0617
 DA0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0617'RECOVERED IN GOOD CONDITION.
 DA0617
 DA0617                          STATION RECOVERY (1994)
 DA0617
 DA0617'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0617'RECOVERED IN GOOD CONDITION.
 DA0617
 DA0617                          STATION RECOVERY (2007)
 DA0617
 DA0617'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0683 ***********************************************************************
 ET0683  DESIGNATION -  J 286
 ET0683  PID         -  ET0683
 ET0683  STATE/COUNTY-  AZ/MOHAVE
 ET0683  USGS QUAD   -  SIGNAL MOUNTAIN (1990)
 ET0683
 ET0683                         *CURRENT SURVEY CONTROL
 ET0683  ___________________________________________________________________
 ET0683* NAD 83(1986)-  34 29 16.     (N)    113 37 23.     (W)     SCALED    
 ET0683* NAVD 88     -       461.341  (meters)    1513.58   (feet)  POSTED    
 ET0683  ___________________________________________________________________
 ET0683  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ET0683  DYNAMIC HT  -         460.820 (meters)    1511.87  (feet)  COMP
 ET0683  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 ET0683
 ET0683  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0683
 ET0683.The horizontal coordinates were scaled from a topographic map and have
 ET0683.an estimated accuracy of +/- 6 seconds.
 ET0683
 ET0683.The orthometric height was determined by differential leveling
 ET0683.and adjusted in November 2005.
 ET0683.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0683.rate of 2.1 thru 3.0 mm/km.
 ET0683
 ET0683.The geoid height was determined by GEOID03.
 ET0683
 ET0683.The dynamic height is computed by dividing the NAVD 88
 ET0683.geopotential number by the normal gravity value computed on the
 ET0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0683.degrees latitude (g = 980.6199 gals.).
 ET0683
 ET0683.The modeled gravity was interpolated from observed gravity values.
 ET0683
 ET0683;                    North         East    Units  Estimated Accuracy
 ET0683;SPC AZ W     -   386,780.      225,020.      MT  (+/- 180 meters Scaled)
 ET0683
 ET0683                          SUPERSEDED SURVEY CONTROL
 ET0683
 ET0683  NGVD 29 (??/??/92)  460.645  (m)         1511.30   (f) ADJ UNCH    1 2
 ET0683
 ET0683.Superseded values are not recommended for survey control.
 ET0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0683.See file dsdata.txt to determine how the superseded data were derived.
 ET0683
 ET0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD591193(NAD 83)
 ET0683_MARKER: DB = BENCH MARK DISK
 ET0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0683_STAMPING: J 286 1950
 ET0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0683+STABILITY: SURFACE MOTION
 ET0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0683+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0683
 ET0683  HISTORY     - Date     Condition        Report By
 ET0683  HISTORY     - 1950     MONUMENTED       CGS
 ET0683  HISTORY     - 19840504 GOOD             USGS
 ET0683  HISTORY     - 20010122 GOOD             AZ-015
 ET0683
 ET0683                          STATION DESCRIPTION
 ET0683
 ET0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0683'1.3 MI NE FROM SIGNAL.
 ET0683'1.3 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0683'INTERSECTION AT SIGNAL, 0.05 MILE SOUTH OF THE APPROXIMATE CENTER OF A
 ET0683'WASH, AT THE TOP OF A SHORT STEEP GRADE, 26 FEET NORTHEAST OF A 4-INCH
 ET0683'PALO VERDE TREE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 ET0683'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND
 ET0683'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 ET0683'GROUND.
 ET0683
 ET0683                          STATION RECOVERY (1984)
 ET0683
 ET0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JMS)
 ET0683'RECOVERED IN GOOD CONDITION.
 ET0683
 ET0683                          STATION RECOVERY (2001)
 ET0683
 ET0683'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0620 ***********************************************************************
 ET0620  DESIGNATION -  J 287
 ET0620  PID         -  ET0620
 ET0620  STATE/COUNTY-  AZ/MOHAVE
 ET0620  USGS QUAD   -  KAISER SPRING (1980)
 ET0620
 ET0620                         *CURRENT SURVEY CONTROL
 ET0620  ___________________________________________________________________
 ET0620* NAD 83(1986)-  34 36 26.     (N)    113 28 47.     (W)     SCALED    
 ET0620* NAVD 88     -       873.324  (meters)    2865.23   (feet)  POSTED    
 ET0620  ___________________________________________________________________
 ET0620  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 ET0620  DYNAMIC HT  -         872.270 (meters)    2861.77  (feet)  COMP
 ET0620  MODELED GRAV-     979,397.9   (mgal)                       NAVD 88
 ET0620
 ET0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0620
 ET0620.The horizontal coordinates were scaled from a topographic map and have
 ET0620.an estimated accuracy of +/- 6 seconds.
 ET0620
 ET0620.The orthometric height was determined by differential leveling
 ET0620.and adjusted in November 2005.
 ET0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0620.rate of 0.0 thru 1.0 mm/km.
 ET0620
 ET0620.The geoid height was determined by GEOID03.
 ET0620
 ET0620.The dynamic height is computed by dividing the NAVD 88
 ET0620.geopotential number by the normal gravity value computed on the
 ET0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0620.degrees latitude (g = 980.6199 gals.).
 ET0620
 ET0620.The modeled gravity was interpolated from observed gravity values.
 ET0620
 ET0620;                    North         East    Units  Estimated Accuracy
 ET0620;SPC AZ W     -   400,050.      238,150.      MT  (+/- 180 meters Scaled)
 ET0620
 ET0620                          SUPERSEDED SURVEY CONTROL
 ET0620
 ET0620  NGVD 29 (??/??/92)  872.591  (m)         2862.83   (f) ADJ UNCH    1 2
 ET0620
 ET0620.Superseded values are not recommended for survey control.
 ET0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0620.See file dsdata.txt to determine how the superseded data were derived.
 ET0620
 ET0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD726322(NAD 83)
 ET0620_MARKER: DB = BENCH MARK DISK
 ET0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0620_STAMPING: J 287 1950
 ET0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0620+STABILITY: SURFACE MOTION
 ET0620
 ET0620  HISTORY     - Date     Condition        Report By
 ET0620  HISTORY     - 1950     MONUMENTED       CGS
 ET0620  HISTORY     - 1975     MARK NOT FOUND   USGS
 ET0620
 ET0620                          STATION DESCRIPTION
 ET0620
 ET0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0620'12.7 MI S FROM WIKIEUP.
 ET0620'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0620'WIKIEUP, THENCE 5.3 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT THE
 ET0620'BOTTOM OF A DIP BETWEEN TWO GRADES, ABOUT 90 YARDS NORTHWEST OF THE
 ET0620'NORTH ONE OF THREE POWER LINE POLES, 40 FEET NORTH OF AND ACROSS THE
 ET0620'ROAD FROM A SMALL BRUSHY PALO VERDE TREE, 29 FEET NORTH OF THE CENTER
 ET0620'LINE OF THE ROAD, 1.9 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 ET0620'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 ET0620'FOOT ABOVE THE GROUND.
 ET0620
 ET0620                          STATION RECOVERY (1975)
 ET0620
 ET0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0449 ***********************************************************************
 ET0449  DESIGNATION -  J 288
 ET0449  PID         -  ET0449
 ET0449  STATE/COUNTY-  AZ/YAVAPAI
 ET0449  USGS QUAD   -  SKULL VALLEY (1979)
 ET0449
 ET0449                         *CURRENT SURVEY CONTROL
 ET0449  ___________________________________________________________________
 ET0449* NAD 83(1986)-  34 34 19.     (N)    112 38 22.     (W)     SCALED    
 ET0449* NAVD 88     -      1499.669  (meters)    4920.16   (feet)  POSTED    
 ET0449  ___________________________________________________________________
 ET0449  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 ET0449  DYNAMIC HT  -        1497.660 (meters)    4913.57  (feet)  COMP
 ET0449  MODELED GRAV-     979,242.9   (mgal)                       NAVD 88
 ET0449
 ET0449  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0449
 ET0449.The horizontal coordinates were scaled from a topographic map and have
 ET0449.an estimated accuracy of +/- 6 seconds.
 ET0449
 ET0449.The orthometric height was determined by differential leveling
 ET0449.and adjusted in November 2005.
 ET0449.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0449.rate of 2.1 thru 3.0 mm/km.
 ET0449
 ET0449.The geoid height was determined by GEOID03.
 ET0449
 ET0449.The dynamic height is computed by dividing the NAVD 88
 ET0449.geopotential number by the normal gravity value computed on the
 ET0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0449.degrees latitude (g = 980.6199 gals.).
 ET0449
 ET0449.The modeled gravity was interpolated from observed gravity values.
 ET0449
 ET0449;                    North         East    Units  Estimated Accuracy
 ET0449;SPC AZ C     -   396,330.      147,040.      MT  (+/- 180 meters Scaled)
 ET0449
 ET0449                          SUPERSEDED SURVEY CONTROL
 ET0449
 ET0449  NGVD 29 (??/??/92) 1498.842  (m)         4917.45   (f) ADJ UNCH    1 2
 ET0449
 ET0449.Superseded values are not recommended for survey control.
 ET0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0449.See file dsdata.txt to determine how the superseded data were derived.
 ET0449
 ET0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD496267(NAD 83)
 ET0449_MARKER: DB = BENCH MARK DISK
 ET0449_SETTING: 80 = SET IN A BOULDER
 ET0449_SP_SET: BOULDER
 ET0449_STAMPING: J 288
 ET0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0449+STABILITY: SURFACE MOTION
 ET0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0449+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 ET0449
 ET0449  HISTORY     - Date     Condition        Report By
 ET0449  HISTORY     - UNK      MONUMENTED       CGS
 ET0449  HISTORY     - 1974     GOOD             USGS
 ET0449  HISTORY     - 20050814 GOOD             USPSQD
 ET0449
 ET0449                          STATION DESCRIPTION
 ET0449
 ET0449'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0449'7.1 MI SW FROM IRON SPRS.
 ET0449'FROM THE PO AT SKULL VALLEY GO NORTH ON THE PAVED RD TOWARD PRESCOTT
 ET0449'4.3 MI. TO A T-RD EAST, GO RIGHT ON THE MAIN TRAVELED RD 0.3 MI. WHERE
 ET0449'RD. ENTERS A WASH, CONTINUE DOWN WASH 0.2 MI. TO A POINT JUST BEFORE
 ET0449'THIS WASH ENTERS A LARGER WASH, GO LEFT KEEPING TO TRACK RD 0.1 MI. TO
 ET0449'THE SITE OF AND OLD TRESTLE, GO LEFT 1.8 MI. ON TRACK RD, KEEPING TO
 ET0449'THE NORTH SIDE OF THE OLD RR GRADE AND THEN ON THE GRADE, IN THE TOP
 ET0449'OF A BOULDER, ABOUT MIDWAY BETWEEN TWO DIRT CUTS, 27 FT. NW OF THE
 ET0449'CENTERLINE OF THE RR GRADE AND 0.6 FT. LOWER.
 ET0449
 ET0449                          STATION RECOVERY (2005)
 ET0449
 ET0449'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0643 ***********************************************************************
 ET0643  DESIGNATION -  J 289
 ET0643  PID         -  ET0643
 ET0643  STATE/COUNTY-  AZ/YAVAPAI
 ET0643  USGS QUAD   -  THORN PEAK (1967)
 ET0643
 ET0643                         *CURRENT SURVEY CONTROL
 ET0643  ___________________________________________________________________
 ET0643* NAD 83(1986)-  34 27 38.     (N)    113 13 54.     (W)     SCALED    
 ET0643* NAVD 88     -       780.747  (meters)    2561.50   (feet)  POSTED    
 ET0643  ___________________________________________________________________
 ET0643  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0643  DYNAMIC HT  -         779.810 (meters)    2558.43  (feet)  COMP
 ET0643  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 ET0643
 ET0643  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0643
 ET0643.The horizontal coordinates were scaled from a topographic map and have
 ET0643.an estimated accuracy of +/- 6 seconds.
 ET0643
 ET0643.The orthometric height was determined by differential leveling
 ET0643.and adjusted in November 2005.
 ET0643.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0643.rate of 1.1 thru 2.0 mm/km.
 ET0643
 ET0643.The geoid height was determined by GEOID03.
 ET0643
 ET0643.The dynamic height is computed by dividing the NAVD 88
 ET0643.geopotential number by the normal gravity value computed on the
 ET0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0643.degrees latitude (g = 980.6199 gals.).
 ET0643
 ET0643.The modeled gravity was interpolated from observed gravity values.
 ET0643
 ET0643;                    North         East    Units  Estimated Accuracy
 ET0643;SPC AZ C     -   384,520.       92,540.      MT  (+/- 180 meters Scaled)
 ET0643
 ET0643                          SUPERSEDED SURVEY CONTROL
 ET0643
 ET0643  NGVD 29 (??/??/92)  780.040  (m)         2559.18   (f) ADJ UNCH    1 2
 ET0643
 ET0643.Superseded values are not recommended for survey control.
 ET0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0643.See file dsdata.txt to determine how the superseded data were derived.
 ET0643
 ET0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD950154(NAD 83)
 ET0643_MARKER: DB = BENCH MARK DISK
 ET0643_SETTING: 80 = SET IN A BOULDER
 ET0643_SP_SET: GRANITE BOULDER
 ET0643_STAMPING: J 289 1950
 ET0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0643+STABILITY: SURFACE MOTION
 ET0643
 ET0643  HISTORY     - Date     Condition        Report By
 ET0643  HISTORY     - 1950     MONUMENTED       CGS
 ET0643
 ET0643                          STATION DESCRIPTION
 ET0643
 ET0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0643'15.3 MI SW FROM BAGDAD.
 ET0643'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0643'AT BAGDAD, THENCE 8.5 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.1
 ET0643'MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING SOUTH, ABOUT
 ET0643'115 YARDS EAST OF THE APPROXIMATE CENTER OF THE CROSSING OF A DRY
 ET0643'WASH, 223 FEET SOUTHWEST OF THE SUMMIT OF A GRADE, IN THE TOP OF A
 ET0643'GRANITE BOULDER, AT THE WEST EDGE OF A GROUP OF GRANITE BOULDERS, 118
 ET0643'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 93 FEET SOUTHEAST OF A
 ET0643'10-INCH PALO VERDE TREE, 42 FEET EAST OF THE APPROXIMATE CENTER OF A
 ET0643'SMALL DRY WASH LEADING SOUTHEAST, ABOUT LEVEL WITH THE ROAD, AND
 ET0643'MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0301 ***********************************************************************
 ES0301  DESIGNATION -  J 29
 ES0301  PID         -  ES0301
 ES0301  STATE/COUNTY-  AZ/GILA
 ES0301  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0301
 ES0301                         *CURRENT SURVEY CONTROL
 ES0301  ___________________________________________________________________
 ES0301* NAD 83(1986)-  34 21 36.     (N)    111 25 29.     (W)     SCALED    
 ES0301* NAVD 88     -      1731.011  (meters)    5679.16   (feet)  ADJUSTED  
 ES0301  ___________________________________________________________________
 ES0301  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 ES0301  DYNAMIC HT  -        1728.579 (meters)    5671.18  (feet)  COMP
 ES0301  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 ES0301
 ES0301  VERT ORDER  -  FIRST     CLASS II
 ES0301
 ES0301.The horizontal coordinates were scaled from a topographic map and have
 ES0301.an estimated accuracy of +/- 6 seconds.
 ES0301
 ES0301.The orthometric height was determined by differential leveling
 ES0301.and adjusted in June 1991.
 ES0301
 ES0301.The geoid height was determined by GEOID03.
 ES0301
 ES0301.The dynamic height is computed by dividing the NAVD 88
 ES0301.geopotential number by the normal gravity value computed on the
 ES0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0301.degrees latitude (g = 980.6199 gals.).
 ES0301
 ES0301.The modeled gravity was interpolated from observed gravity values.
 ES0301
 ES0301;                    North         East    Units  Estimated Accuracy
 ES0301;SPC AZ E     -   373,300.       97,640.      MT  (+/- 180 meters Scaled)
 ES0301
 ES0301                          SUPERSEDED SURVEY CONTROL
 ES0301
 ES0301  NGVD 29 (??/??/92) 1730.198  (m)         5676.49   (f) ADJ UNCH    1 2
 ES0301
 ES0301.Superseded values are not recommended for survey control.
 ES0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0301.See file dsdata.txt to determine how the superseded data were derived.
 ES0301
 ES0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD609021(NAD 83)
 ES0301_MARKER: DB = BENCH MARK DISK
 ES0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0301+STABILITY: SURFACE MOTION
 ES0301
 ES0301  HISTORY     - Date     Condition        Report By
 ES0301  HISTORY     - UNK      MONUMENTED       CGS
 ES0301  HISTORY     - 1933     GOOD             NGS
 ES0301  HISTORY     - 1972     MARK NOT FOUND   USGS
 ES0301
 ES0301                          STATION DESCRIPTION
 ES0301
 ES0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0301'3.1 MI SE FROM PINE.
 ES0301'CONCRETE POST, AT SIDE OF HIGHWAY, 60 FEET NORTH OF T-JUNCTION OF SIDE
 ES0301'ROAD TO SPADE RANCH, 0.5 MILES NORTH OF GRADE SUMMIT, 50 FEET NORTH OF
 ES0301'HIGHWAY CENTER-LINE.
 ES0301
 ES0301                          STATION RECOVERY (1972)
 ES0301
 ES0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ES0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0627 ***********************************************************************
 ET0627  DESIGNATION -  J 290
 ET0627  PID         -  ET0627
 ET0627  STATE/COUNTY-  AZ/YAVAPAI
 ET0627  USGS QUAD   -  MALPAIS MESA NE (1967)
 ET0627
 ET0627                         *CURRENT SURVEY CONTROL
 ET0627  ___________________________________________________________________
 ET0627* NAD 83(1986)-  34 27 42.     (N)    113 00 30.     (W)     SCALED    
 ET0627* NAVD 88     -       880.364  (meters)    2888.33   (feet)  POSTED    
 ET0627  ___________________________________________________________________
 ET0627  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 ET0627  DYNAMIC HT  -         879.280 (meters)    2884.77  (feet)  COMP
 ET0627  MODELED GRAV-     979,376.6   (mgal)                       NAVD 88
 ET0627
 ET0627  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0627
 ET0627.The horizontal coordinates were scaled from a topographic map and have
 ET0627.an estimated accuracy of +/- 6 seconds.
 ET0627
 ET0627.The orthometric height was determined by differential leveling
 ET0627.and adjusted in November 2005.
 ET0627.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0627.rate of 2.1 thru 3.0 mm/km.
 ET0627
 ET0627.The geoid height was determined by GEOID03.
 ET0627
 ET0627.The dynamic height is computed by dividing the NAVD 88
 ET0627.geopotential number by the normal gravity value computed on the
 ET0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0627.degrees latitude (g = 980.6199 gals.).
 ET0627
 ET0627.The modeled gravity was interpolated from observed gravity values.
 ET0627
 ET0627;                    North         East    Units  Estimated Accuracy
 ET0627;SPC AZ C     -   384,400.      113,060.      MT  (+/- 180 meters Scaled)
 ET0627
 ET0627                          SUPERSEDED SURVEY CONTROL
 ET0627
 ET0627  NGVD 29 (??/??/92)  879.636  (m)         2885.94   (f) ADJ UNCH    1 2
 ET0627
 ET0627.Superseded values are not recommended for survey control.
 ET0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0627.See file dsdata.txt to determine how the superseded data were derived.
 ET0627
 ET0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD155151(NAD 83)
 ET0627_MARKER: DB = BENCH MARK DISK
 ET0627_SETTING: 80 = SET IN A BOULDER
 ET0627_SP_SET: GRANITE BOULDER
 ET0627_STAMPING: J 290 1950
 ET0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0627+STABILITY: SURFACE MOTION
 ET0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0627+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0627
 ET0627  HISTORY     - Date     Condition        Report By
 ET0627  HISTORY     - 1950     MONUMENTED       CGS
 ET0627  HISTORY     - 20080803 GOOD             GEOCAC
 ET0627
 ET0627                          STATION DESCRIPTION
 ET0627
 ET0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0627'7.8 MI NW FROM HILLSIDE.
 ET0627'7.8 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0627'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, AT THE SOUTHWEST END
 ET0627'OF A CURVE, AT THE NORTHEAST END OF A SHALLOW DIRT CUT, AT A POINT
 ET0627'WHERE AN OLD ABANDONED ROAD PARALLELS THE HIGHWAY FOR APPROXIMATELY
 ET0627'100 YARDS, IN THE TOP OF A GRANITE BOULDER, 90 FEET SOUTHEAST OF THE
 ET0627'CENTER LINE OF THE HIGHWAY, 68.7 FEET SOUTHEAST OF THE CENTER OF THE
 ET0627'SOUTHEAST END OF AN 18-INCH CONCRETE PIPE CULVERT, ABOUT 20 FEET
 ET0627'HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0627
 ET0627                          STATION RECOVERY (2008)
 ET0627
 ET0627'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0627'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0627'27.719' W113 00.506'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0513 ***********************************************************************
 CZ0513  DESIGNATION -  J 291
 CZ0513  PID         -  CZ0513
 CZ0513  STATE/COUNTY-  AZ/PIMA
 CZ0513  USGS QUAD   -  MARANA (1992)
 CZ0513
 CZ0513                         *CURRENT SURVEY CONTROL
 CZ0513  ___________________________________________________________________
 CZ0513* NAD 83(1986)-  32 25 19.     (N)    111 09 32.     (W)     SCALED    
 CZ0513* NAVD 88     -       622.895  (meters)    2043.61   (feet)  ADJUSTED  
 CZ0513  ___________________________________________________________________
 CZ0513  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CZ0513  DYNAMIC HT  -         622.075 (meters)    2040.92  (feet)  COMP
 CZ0513  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 CZ0513
 CZ0513  VERT ORDER  -  FIRST     CLASS II
 CZ0513
 CZ0513.The horizontal coordinates were scaled from a topographic map and have
 CZ0513.an estimated accuracy of +/- 6 seconds.
 CZ0513
 CZ0513.The orthometric height was determined by differential leveling
 CZ0513.and adjusted in June 1991.
 CZ0513
 CZ0513.The geoid height was determined by GEOID03.
 CZ0513
 CZ0513.The dynamic height is computed by dividing the NAVD 88
 CZ0513.geopotential number by the normal gravity value computed on the
 CZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0513.degrees latitude (g = 980.6199 gals.).
 CZ0513
 CZ0513.The modeled gravity was interpolated from observed gravity values.
 CZ0513
 CZ0513;                    North         East    Units  Estimated Accuracy
 CZ0513;SPC AZ C     -   157,910.      284,630.      MT  (+/- 180 meters Scaled)
 CZ0513
 CZ0513                          SUPERSEDED SURVEY CONTROL
 CZ0513
 CZ0513  NGVD 29 (??/??/92)  622.204  (m)         2041.35   (f) ADJ UNCH    1 2
 CZ0513
 CZ0513.Superseded values are not recommended for survey control.
 CZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0513.See file dsdata.txt to determine how the superseded data were derived.
 CZ0513
 CZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA850872(NAD 83)
 CZ0513_MARKER: DB = BENCH MARK DISK
 CZ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0513_STAMPING: J 291 1951
 CZ0513_PROJECTION: PROJECTING 25 CENTIMETERS
 CZ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0513+STABILITY: SURFACE MOTION
 CZ0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0513+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0513
 CZ0513  HISTORY     - Date     Condition        Report By
 CZ0513  HISTORY     - 1951     MONUMENTED       CGS
 CZ0513  HISTORY     - 1962     GOOD             NGS
 CZ0513  HISTORY     - 1980     POOR             NGS
 CZ0513  HISTORY     - 19960207 GOOD             USPSQD
 CZ0513  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0513
 CZ0513                          STATION DESCRIPTION
 CZ0513
 CZ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0513'0.8 MI NW FROM RILLITO.
 CZ0513'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0513'RAILROAD FROM THE RAILROAD STATION AT RILLITO, AT RAILROAD MILEPOST
 CZ0513'966, 98-1/2 FEET SOUTHWEST OF AND ACROSS THE TRACKS FROM RAILROAD
 CZ0513'MILEPOST 966, 77-1/2 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 CZ0513'BOUND HIGHWAY TRAFFIC LANE, 47.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0513'OF THE MAIN TRACK, 2.1 FEET NORTHEAST OF A TELEPHONE POLE, 2.4 FEET
 CZ0513'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0513'0.5 FOOT ABOVE GROUND, AND 3 FEET LOWER THAN THE TRACK IN ELEVATION.
 CZ0513
 CZ0513                          STATION RECOVERY (1980)
 CZ0513
 CZ0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0513'28.8 KILOMETERS (17.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0513'RAILROAD FROM THE STATION AT TUCSON, 1.1 KILOMETERS (0.7 MILE)
 CZ0513'NORTHWEST OF THE WATER TOWER AT RILLITO, 14.5 METERS (47.5 FEET)
 CZ0513'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 31.2 METERS
 CZ0513'(102 FEET) WEST OF AND ACROSS THE TRACKS FROM MILE POST 966,
 CZ0513'23.6 METERS (77 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE
 CZ0513'ROAD (OLD U. S. HIGHWAY 84) AND 0.8 METER (2.8 FEET) NORTHEAST OF A
 CZ0513'UTILITY POLE.
 CZ0513'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CZ0513'THE MARK IS 1.5 M BELOW THE RAILS.
 CZ0513
 CZ0513                          STATION RECOVERY (1996)
 CZ0513
 CZ0513'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0513'RECOVERED IN GOOD CONDITION.
 CZ0513
 CZ0513                          STATION RECOVERY (2006)
 CZ0513
 CZ0513'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0696 ***********************************************************************
 CZ0696  DESIGNATION -  J 292
 CZ0696  PID         -  CZ0696
 CZ0696  STATE/COUNTY-  AZ/PIMA
 CZ0696  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0696
 CZ0696                         *CURRENT SURVEY CONTROL
 CZ0696  ___________________________________________________________________
 CZ0696* NAD 83(1986)-  32 19 40.     (N)    111 15 20.     (W)     SCALED    
 CZ0696* NAVD 88     -       638.39   (+/-2cm)    2094.5    (feet)  VERTCON   
 CZ0696  ___________________________________________________________________
 CZ0696  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0696
 CZ0696.The horizontal coordinates were scaled from a topographic map and have
 CZ0696.an estimated accuracy of +/- 6 seconds.
 CZ0696
 CZ0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0696.The vertical order pertains to the NGVD 29 superseded value.
 CZ0696
 CZ0696.The geoid height was determined by GEOID03.
 CZ0696
 CZ0696;                    North         East    Units  Estimated Accuracy
 CZ0696;SPC AZ C     -   147,400.      275,600.      MT  (+/- 180 meters Scaled)
 CZ0696
 CZ0696                          SUPERSEDED SURVEY CONTROL
 CZ0696
 CZ0696  NGVD 29 (??/??/92)  637.775  (m)         2092.43   (f) ADJ UNCH    2 0
 CZ0696
 CZ0696.Superseded values are not recommended for survey control.
 CZ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0696.See file dsdata.txt to determine how the superseded data were derived.
 CZ0696
 CZ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA759767(NAD 83)
 CZ0696_MARKER: DB = BENCH MARK DISK
 CZ0696_SETTING: 0 = UNSPECIFIED SETTING
 CZ0696_STAMPING: J 292 1951
 CZ0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0696
 CZ0696  HISTORY     - Date     Condition        Report By
 CZ0696  HISTORY     - 1951     MONUMENTED       CGS
 CZ0696  HISTORY     - 1967     GOOD             USGS
 CZ0696  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ0696
 CZ0696                          STATION DESCRIPTION
 CZ0696
 CZ0696'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0696'12.4 MI W FROM RILLITO.
 CZ0696'12.4 MILES WEST OF RILLITO FROM THE POSTOFFICE AT RILLITO GO SOUTH ON
 CZ0696'U.S. INTERSTATE 10 FOR 1.5 MILES TO AVRA VALLEY ROAD TURN RIGHT (WEST)
 CZ0696'AND GO 5.0 MILES TO SANDARIE ROAD.  TURN LEFT (SOUTH) AND GO 5.1 MILES
 CZ0696'TO PICTURE ROCKS ROAD.  TURN RIGHT (WEST) AND GO 2.2 MILES TO A DIM
 CZ0696'TRACK ROAD SOUTH (LEFT).  GO SOUTH FOR 163 FEET FROM CENTERLINE OF
 CZ0696'PICTURE ROCKS ROAD AND 17 FEET EAST OF THE TRACK ROAD, AND DIRECTLY
 CZ0696'UNDER A EAST-WEST POWERLINE.
 CZ0696
 CZ0696                          STATION RECOVERY (1997)
 CZ0696
 CZ0696'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0634 ***********************************************************************
 CZ0634  DESIGNATION -  J 294
 CZ0634  PID         -  CZ0634
 CZ0634  STATE/COUNTY-  AZ/PIMA
 CZ0634  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0634
 CZ0634                         *CURRENT SURVEY CONTROL
 CZ0634  ___________________________________________________________________
 CZ0634* NAD 83(1986)-  32 23 36.     (N)    111 18 15.     (W)     SCALED    
 CZ0634* NAVD 88     -       607.95   (+/-2cm)    1994.6    (feet)  VERTCON   
 CZ0634  ___________________________________________________________________
 CZ0634  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0634
 CZ0634.The horizontal coordinates were scaled from a topographic map and have
 CZ0634.an estimated accuracy of +/- 6 seconds.
 CZ0634
 CZ0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0634.The vertical order pertains to the NGVD 29 superseded value.
 CZ0634
 CZ0634.The geoid height was determined by GEOID03.
 CZ0634
 CZ0634;                    North         East    Units  Estimated Accuracy
 CZ0634;SPC AZ C     -   154,650.      270,980.      MT  (+/- 180 meters Scaled)
 CZ0634
 CZ0634                          SUPERSEDED SURVEY CONTROL
 CZ0634
 CZ0634  NGVD 29 (??/??/92)  607.382  (m)         1992.72   (f) ADJ UNCH    2 0
 CZ0634
 CZ0634.Superseded values are not recommended for survey control.
 CZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0634.See file dsdata.txt to determine how the superseded data were derived.
 CZ0634
 CZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA713840(NAD 83)
 CZ0634_MARKER: DB = BENCH MARK DISK
 CZ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0634_STAMPING: J 294 1951
 CZ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0634+STABILITY: SURFACE MOTION
 CZ0634
 CZ0634  HISTORY     - Date     Condition        Report By
 CZ0634  HISTORY     - 1951     MONUMENTED       CGS
 CZ0634  HISTORY     - 1985     MARK NOT FOUND   USGS
 CZ0634
 CZ0634                          STATION DESCRIPTION
 CZ0634
 CZ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0634'14.7 MI W FROM RILLITO.
 CZ0634'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0634'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0634'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0634'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0634'TRICO ELECTRIC POWER PLANT, THENCE 3.6 MILES SOUTH ALONG A DIRT ROAD,
 CZ0634'27 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 19.2 FEET NORTH OF
 CZ0634'THE NORTH GATE POST OF A WIRE GATE FOR THE TRACK ROAD LEADING
 CZ0634'NORTHWEST AND WEST, 2.3 FEET EAST OF THE FENCE LINE, 2.4 FEET SOUTH OF
 CZ0634'THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CZ0634'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0634
 CZ0634                          STATION RECOVERY (1985)
 CZ0634
 CZ0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 CZ0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0709 ***********************************************************************
 CZ0709  DESIGNATION -  J 295
 CZ0709  PID         -  CZ0709
 CZ0709  STATE/COUNTY-  AZ/PIMA
 CZ0709  USGS QUAD   -  JAYNES (1992)
 CZ0709
 CZ0709                         *CURRENT SURVEY CONTROL
 CZ0709  ___________________________________________________________________
 CZ0709* NAD 83(1986)-  32 20 15.     (N)    111 06 50.     (W)     SCALED    
 CZ0709* NAVD 88     -       691.50   (+/-2cm)    2268.7    (feet)  VERTCON   
 CZ0709  ___________________________________________________________________
 CZ0709  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CZ0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0709
 CZ0709.The horizontal coordinates were scaled from a topographic map and have
 CZ0709.an estimated accuracy of +/- 6 seconds.
 CZ0709
 CZ0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0709.The vertical order pertains to the NGVD 29 superseded value.
 CZ0709
 CZ0709.The geoid height was determined by GEOID03.
 CZ0709
 CZ0709;                    North         East    Units  Estimated Accuracy
 CZ0709;SPC AZ C     -   148,570.      288,930.      MT  (+/- 180 meters Scaled)
 CZ0709
 CZ0709                          SUPERSEDED SURVEY CONTROL
 CZ0709
 CZ0709  NGVD 29 (??/??/92)  690.848  (m)         2266.56   (f) ADJ UNCH    2 0
 CZ0709
 CZ0709.Superseded values are not recommended for survey control.
 CZ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0709.See file dsdata.txt to determine how the superseded data were derived.
 CZ0709
 CZ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA892778(NAD 83)
 CZ0709_MARKER: DB = BENCH MARK DISK
 CZ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0709_STAMPING: J 295 1951
 CZ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0709+STABILITY: SURFACE MOTION
 CZ0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0709+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0709
 CZ0709  HISTORY     - Date     Condition        Report By
 CZ0709  HISTORY     - 1951     MONUMENTED       CGS
 CZ0709  HISTORY     - 20060405 GOOD             NGS
 CZ0709
 CZ0709                          STATION DESCRIPTION
 CZ0709
 CZ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0709'2.15 MI SW FROM CORTARO.
 CZ0709'1.75 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AT
 CZ0709'CORTARO, THENCE 0.4 MILE WEST ALONG KINNEY ROAD, AT A RIGHT ANGLE TURN
 CZ0709'IN KINNEY ROAD, 42 FEET SOUTHEAST OF THE CENTER OF ROAD INTERSECTION,
 CZ0709'31 FEET EAST OF THE CENTER LINE OF THE KINNEY ROAD, 31 FEET SOUTH OF
 CZ0709'THE CENTER LINE OF THE KINNEY ROAD, 3.5 FEET SOUTHEAST OF A
 CZ0709'INTERSECTION OF POWER LINE POLES, 2.7 FEET NORTHWEST OF A CORNER FENCE
 CZ0709'POST, 3 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0709'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0709
 CZ0709                          STATION RECOVERY (2006)
 CZ0709
 CZ0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0709'MARK IS AT SE CORNER OF W INA ROAD (FORMER KINNEY) AND N WADE ROAD,
 CZ0709'IMMEDIATELY SE OF A POWER POLE.  NO WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0664 ***********************************************************************
 CZ0664  DESIGNATION -  J 296
 CZ0664  PID         -  CZ0664
 CZ0664  STATE/COUNTY-  AZ/PIMA
 CZ0664  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0664
 CZ0664                         *CURRENT SURVEY CONTROL
 CZ0664  ___________________________________________________________________
 CZ0664* NAD 83(1986)-  32 11 07.     (N)    111 15 02.     (W)     SCALED    
 CZ0664* NAVD 88     -       706.00   (+/-2cm)    2316.3    (feet)  VERTCON   
 CZ0664  ___________________________________________________________________
 CZ0664  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0664
 CZ0664.The horizontal coordinates were scaled from a topographic map and have
 CZ0664.an estimated accuracy of +/- 6 seconds.
 CZ0664
 CZ0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0664.The vertical order pertains to the NGVD 29 superseded value.
 CZ0664
 CZ0664.The geoid height was determined by GEOID03.
 CZ0664
 CZ0664;                    North         East    Units  Estimated Accuracy
 CZ0664;SPC AZ C     -   131,610.      276,170.      MT  (+/- 180 meters Scaled)
 CZ0664
 CZ0664                          SUPERSEDED SURVEY CONTROL
 CZ0664
 CZ0664  NGVD 29 (??/??/92)  705.348  (m)         2314.13   (f) ADJ UNCH    2 0
 CZ0664
 CZ0664.Superseded values are not recommended for survey control.
 CZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0664.See file dsdata.txt to determine how the superseded data were derived.
 CZ0664
 CZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA763610(NAD 83)
 CZ0664_MARKER: DB = BENCH MARK DISK
 CZ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0664_STAMPING: J 296 1951
 CZ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0664+STABILITY: SURFACE MOTION
 CZ0664
 CZ0664  HISTORY     - Date     Condition        Report By
 CZ0664  HISTORY     - 1951     MONUMENTED       CGS
 CZ0664  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0664
 CZ0664                          STATION DESCRIPTION
 CZ0664
 CZ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0664'20.2 MI W FROM TUCSON.
 CZ0664'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0664'HIGHWAY 86, THENCE 5.2 MILES NORTHWEST ALONG A SAND AND DIRT ROAD,
 CZ0664'THENCE 0.7 MILE WEST ALONG A VERY DIM TRACK ROAD, THENCE 0.35 MILE
 CZ0664'NORTH ALONG A TRACK ROAD AND WEST SIDE OF A FENCE, THENCE 0.45 MILE
 CZ0664'WEST ALONG A TRACK AND SOUTH SIDE OF A FENCE, ABOUT 0.7 MILE NORTHWEST
 CZ0664'OF ROBLES WELL ON THE NORTH SIDE OF A CLEARING, 11 1/2 FEET NORTH OF
 CZ0664'THE CENTER LINE OF THE TRACK ROAD, 9 FEET WEST OF A LONE MESQUITE TREE
 CZ0664'SOUTH OF A FENCE, 3.7 FEET EAST OF A WITNESS POST, 2.4 FEET SOUTH OF
 CZ0664'AN EAST AND WEST FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 CZ0664'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CZ0664
 CZ0664                          STATION RECOVERY (1966)
 CZ0664
 CZ0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1125 ***********************************************************************
 CZ1125  DESIGNATION -  J 297
 CZ1125  PID         -  CZ1125
 CZ1125  STATE/COUNTY-  AZ/PINAL
 CZ1125  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1125
 CZ1125                         *CURRENT SURVEY CONTROL
 CZ1125  ___________________________________________________________________
 CZ1125* NAD 83(1986)-  32 51 53.     (N)    111 59 52.     (W)     SCALED    
 CZ1125* NAVD 88     -       407.65   (+/-2cm)    1337.4    (feet)  VERTCON   
 CZ1125  ___________________________________________________________________
 CZ1125  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1125
 CZ1125.The horizontal coordinates were scaled from a topographic map and have
 CZ1125.an estimated accuracy of +/- 6 seconds.
 CZ1125
 CZ1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1125.The vertical order pertains to the NGVD 29 superseded value.
 CZ1125
 CZ1125.The geoid height was determined by GEOID03.
 CZ1125
 CZ1125;                    North         East    Units  Estimated Accuracy
 CZ1125;SPC AZ C     -   206,750.      205,770.      MT  (+/- 180 meters Scaled)
 CZ1125
 CZ1125                          SUPERSEDED SURVEY CONTROL
 CZ1125
 CZ1125  NGVD 29 (??/??/92)  407.060  (m)         1335.50   (f) ADJ UNCH    2 0
 CZ1125
 CZ1125.Superseded values are not recommended for survey control.
 CZ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1125.See file dsdata.txt to determine how the superseded data were derived.
 CZ1125
 CZ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066367(NAD 83)
 CZ1125_MARKER: DB = BENCH MARK DISK
 CZ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1125_STAMPING: J 297 1951
 CZ1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1125+STABILITY: SURFACE MOTION
 CZ1125
 CZ1125  HISTORY     - Date     Condition        Report By
 CZ1125  HISTORY     - 1951     MONUMENTED       CGS
 CZ1125
 CZ1125                          STATION DESCRIPTION
 CZ1125
 CZ1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1125'2.4 MI SW FROM STANFIELD.
 CZ1125'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1125'STANFIELD, THENCE 1.0 MILE SOUTH ALONG THE WHITE-PARKER ROAD, ABOUT 78
 CZ1125'YARDS SOUTHWEST OF AND ACROSS THE ROAD FROM THE DRIVEWAY TO THE DAN
 CZ1125'COOPER RANCH-HOUSE, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0
 CZ1125'FEET WEST OF A POWER LINE POLE, 1.8 FEET EAST OF A WITNESS POST, AND
 CZ1125'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ1125'GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0689 ***********************************************************************
 DA0689  DESIGNATION -  J 298
 DA0689  PID         -  DA0689
 DA0689  STATE/COUNTY-  AZ/MARICOPA
 DA0689  USGS QUAD   -  BOSQUE (1973)
 DA0689
 DA0689                         *CURRENT SURVEY CONTROL
 DA0689  ___________________________________________________________________
 DA0689* NAD 83(1986)-  32 56 29.     (N)    112 34 36.     (W)     SCALED    
 DA0689* NAVD 88     -       330.02   (+/-2cm)    1082.7    (feet)  VERTCON   
 DA0689  ___________________________________________________________________
 DA0689  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DA0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0689
 DA0689.The horizontal coordinates were scaled from a topographic map and have
 DA0689.an estimated accuracy of +/- 6 seconds.
 DA0689
 DA0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0689.The vertical order pertains to the NGVD 29 superseded value.
 DA0689
 DA0689.The geoid height was determined by GEOID03.
 DA0689
 DA0689;                    North         East    Units  Estimated Accuracy
 DA0689;SPC AZ C     -   215,450.      151,650.      MT  (+/- 180 meters Scaled)
 DA0689
 DA0689                          SUPERSEDED SURVEY CONTROL
 DA0689
 DA0689  NGVD 29 (??/??/92)  329.394  (m)         1080.69   (f) ADJ UNCH    2 0
 DA0689
 DA0689.Superseded values are not recommended for survey control.
 DA0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0689.See file dsdata.txt to determine how the superseded data were derived.
 DA0689
 DA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB526458(NAD 83)
 DA0689_MARKER: DB = BENCH MARK DISK
 DA0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0689_STAMPING: J 298 1951
 DA0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0689+STABILITY: SURFACE MOTION
 DA0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0689+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0689
 DA0689  HISTORY     - Date     Condition        Report By
 DA0689  HISTORY     - 1951     MONUMENTED       CGS
 DA0689  HISTORY     - 1973     GOOD             USGS
 DA0689  HISTORY     - 1980     GOOD             NGS
 DA0689  HISTORY     - 1980     GOOD             NGS
 DA0689  HISTORY     - 20080418 GOOD             GEOCAC
 DA0689
 DA0689                          STATION DESCRIPTION
 DA0689
 DA0689'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0689'11.7 MI E FROM GILA BEND.
 DA0689'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U. S.
 DA0689'HIGHWAY 80, THENCE 8.0 MILES ALONG INTERSTATE 8 TO A GATE AND A GRAVEL
 DA0689'ROAD NORTH OF THE WEST BOUND LANE, THENCE 3.45 MILES NORTHWEST ALONG A
 DA0689'DIRT ROAD TO A ROAD FORK, TAKE THE RIGHT FORK FOR 0.6 MILE, 27 FEET
 DA0689'SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 DA0689'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0689'WITH THE ROAD.
 DA0689
 DA0689                          STATION RECOVERY (1980)
 DA0689
 DA0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0689'RECOVERED IN GOOD CONDITION.
 DA0689
 DA0689                          STATION RECOVERY (1980)
 DA0689
 DA0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0689'RECOVERED IN GOOD CONDITION.
 DA0689
 DA0689                          STATION RECOVERY (2008)
 DA0689
 DA0689'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0689'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0689'THE DESCRIPTION - THE MARK IS 2.5 FEET SOUTH OF A WOODEN 4X4 WITNESS
 DA0689'POST WITH NO SIGN. HANDHELD COORDINATES
 DA0689'32 56 29.9 (N)   112 34 36.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1242 ***********************************************************************
 CZ1242  DESIGNATION -  J 299
 CZ1242  PID         -  CZ1242
 CZ1242  STATE/COUNTY-  AZ/PINAL
 CZ1242  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1242
 CZ1242                         *CURRENT SURVEY CONTROL
 CZ1242  ___________________________________________________________________
 CZ1242* NAD 83(1986)-  32 44 29.     (N)    111 47 14.     (W)     SCALED    
 CZ1242* NAVD 88     -       449.87   (+/-2cm)    1475.9    (feet)  VERTCON   
 CZ1242  ___________________________________________________________________
 CZ1242  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ1242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1242
 CZ1242.The horizontal coordinates were scaled from a topographic map and have
 CZ1242.an estimated accuracy of +/- 6 seconds.
 CZ1242
 CZ1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1242.The vertical order pertains to the NGVD 29 superseded value.
 CZ1242
 CZ1242.The geoid height was determined by GEOID03.
 CZ1242
 CZ1242;                    North         East    Units  Estimated Accuracy
 CZ1242;SPC AZ C     -   193,080.      225,490.      MT  (+/- 180 meters Scaled)
 CZ1242
 CZ1242                          SUPERSEDED SURVEY CONTROL
 CZ1242
 CZ1242  NGVD 29 (??/??/92)  449.274  (m)         1473.99   (f) ADJ UNCH    2 0
 CZ1242
 CZ1242.Superseded values are not recommended for survey control.
 CZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1242.See file dsdata.txt to determine how the superseded data were derived.
 CZ1242
 CZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB262228(NAD 83)
 CZ1242_MARKER: DB = BENCH MARK DISK
 CZ1242_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1242_SP_SET: ROCK OUTCROP
 CZ1242_STAMPING: J 299 1952
 CZ1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1242+STABILITY: POSITION/ELEVATION WELL
 CZ1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1242+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1242
 CZ1242  HISTORY     - Date     Condition        Report By
 CZ1242  HISTORY     - 1952     MONUMENTED       CGS
 CZ1242  HISTORY     - 1966     GOOD             NGS
 CZ1242  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1242
 CZ1242                          STATION DESCRIPTION
 CZ1242
 CZ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1242'0.9 MI S FROM CHIU CHUISCHU.
 CZ1242'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1242'OF CHIU CHUISCHU, THENCE 0.3 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1242'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG THE OLD COVERED WELLS ROAD, AT
 CZ1242'THE JUNCTION OF AN EAST-WEST CROSS ROAD, AT THE NORTH BASE OF THE
 CZ1242'BLACK ROCK HILL, SET IN THE TOP OF A MASSIVE LAVA-ROCK OUTCROP, 275
 CZ1242'FEET SOUTHEAST OF THE CENTER LINE OF THE COVERED WELLS ROAD, 184 FEET
 CZ1242'SOUTHEAST OF THE CENTER LINE OF THE OLD COVERED WELLS ROAD, AND ABOUT
 CZ1242'2 FEET HIGHER THAN THE ROAD.
 CZ1242
 CZ1242                          STATION RECOVERY (1966)
 CZ1242
 CZ1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1242'RECOVERED IN GOOD CONDITION.
 CZ1242
 CZ1242                          STATION RECOVERY (2008)
 CZ1242
 CZ1242'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1242'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1242'44.466' W111 47.262'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1170 ***********************************************************************
 DV1170  DESIGNATION -  J 30 RESET
 DV1170  PID         -  DV1170
 DV1170  STATE/COUNTY-  AZ/LA PAZ
 DV1170  USGS QUAD   -  HOPE (1990)
 DV1170
 DV1170                         *CURRENT SURVEY CONTROL
 DV1170  ___________________________________________________________________
 DV1170* NAD 83(1986)-  33 43 23.     (N)    113 42 06.     (W)     SCALED    
 DV1170* NAVD 88     -       467.079  (meters)    1532.41   (feet)  ADJUSTED  
 DV1170  ___________________________________________________________________
 DV1170  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV1170  DYNAMIC HT  -         466.541 (meters)    1530.64  (feet)  COMP
 DV1170  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DV1170
 DV1170  VERT ORDER  -  FIRST     CLASS II
 DV1170
 DV1170.The horizontal coordinates were scaled from a topographic map and have
 DV1170.an estimated accuracy of +/- 6 seconds.
 DV1170
 DV1170.The orthometric height was determined by differential leveling
 DV1170.and adjusted in June 1991.
 DV1170
 DV1170.The geoid height was determined by GEOID03.
 DV1170
 DV1170.The dynamic height is computed by dividing the NAVD 88
 DV1170.geopotential number by the normal gravity value computed on the
 DV1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1170.degrees latitude (g = 980.6199 gals.).
 DV1170
 DV1170.The modeled gravity was interpolated from observed gravity values.
 DV1170
 DV1170;                    North         East    Units  Estimated Accuracy
 DV1170;SPC AZ W     -   301,950.      217,840.      MT  (+/- 180 meters Scaled)
 DV1170
 DV1170                          SUPERSEDED SURVEY CONTROL
 DV1170
 DV1170.No superseded survey control is available for this station.
 DV1170
 DV1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC496347(NAD 83)
 DV1170_MARKER: DB = BENCH MARK DISK
 DV1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1170_STAMPING: J 30 1933 RESET 1966
 DV1170_MARK LOGO: CGS   
 DV1170_PROJECTION: PROJECTING 10 CENTIMETERS
 DV1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1170+STABILITY: SURFACE MOTION
 DV1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1170+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1170
 DV1170  HISTORY     - Date     Condition        Report By
 DV1170  HISTORY     - 1966     MONUMENTED       CGS
 DV1170  HISTORY     - 1981     GOOD             NGS
 DV1170  HISTORY     - 19890127 GOOD             USPSQD
 DV1170  HISTORY     - 20071019 GOOD             GEOCAC
 DV1170
 DV1170                          STATION DESCRIPTION
 DV1170
 DV1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DV1170'6.8 MI W FROM SALOME.
 DV1170'6.8 MILES WEST ALONG U.S. HIGHWAYS 60 AND 70, FROM SALOME, AT HOPE, AT
 DV1170'THE JUNCTION OF U.S. HIGHWAYS 60 AND 70, AND STATE HIGHWAY 72, 300
 DV1170'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAYS, 96.0
 DV1170'FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 60 AND 70, SITUATED BETWEEN
 DV1170'THREE ARIZONA HIGHWAY DEPARTMENT CONCRETE POSTS, 4.5 FEET WEST OF THE
 DV1170'SOUTH HIGHWAY RIGHT-OF-WAY FENCE, AT A POINT WHERE THE FENCE JOGS
 DV1170'SOUTHWEST FROM AN EAST-WEST ALIGNMENT, AND 2.0 FEET SOUTHEAST OF A
 DV1170'METAL WITNESS POST WITH SIGN ATTACHED.  THE BENCH MARK DISK IS SET IN
 DV1170'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER AND
 DV1170'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 DV1170
 DV1170                          STATION RECOVERY (1981)
 DV1170
 DV1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1170'11.4 KM (7.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1170'SALOME ROAD IN SALOME, IN HOPE, 0.2 KM (0.1 MI) NORTHEAST OF THE Y
 DV1170'JUNCTION OF STATE HIGHWAY 72, SET BETWEEN THREE ARIZONA HIGHWAY
 DV1170'DEPARTMENT CONCRETE POSTS SET WITHIN A 2- METER SQUARE AREA, AT AN
 DV1170'ANGLE IN THE HIGHWAY RIGHT-OF-WAY FENCE, 29.2 METERS (96.0 FT) SOUTH
 DV1170'OF THE CENTERLINE OF THE HIGHWAY, 74.9 METERS (246 FT) SOUTH ACROSS
 DV1170'THE HIGHWAY FROM TRIANGULATION STATION HOPE, 1.4 METERS (4.6 FT) WEST
 DV1170'OF A BRACED IRON CORNER POST IN THE FENCE LINE, 0.6 METERS (2.0 FT)
 DV1170'NORTHWEST OF A STEEL POST RIGHT-OF-WAY SIGN NUMBER F.A.P. 98(22).
 DV1170'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 DV1170'THE MARK IS 0.45 M BELOW THE HIGHWAY.
 DV1170
 DV1170                          STATION RECOVERY (1989)
 DV1170
 DV1170'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DV1170'RECOVERED IN GOOD CONDITION.
 DV1170
 DV1170                          STATION RECOVERY (2007)
 DV1170
 DV1170'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1170'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1170'THE DESCRIPTION - THERE STATION IS LOCATED SOUTHEAST OF THE Y
 DV1170'INTERSECTION OF U.S. 60 AND S.R. 72. HANDHELD COORDINATES
 DV1170'33 43 23.8 (N)   113 42 06.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0142 ***********************************************************************
 DA0142  DESIGNATION -  J 300
 DA0142  PID         -  DA0142
 DA0142  STATE/COUNTY-  AZ/PINAL
 DA0142  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0142
 DA0142                         *CURRENT SURVEY CONTROL
 DA0142  ___________________________________________________________________
 DA0142* NAD 83(1986)-  32 56 24.     (N)    112 02 53.     (W)     SCALED    
 DA0142* NAVD 88     -       380.83   (+/-2cm)    1249.4    (feet)  VERTCON   
 DA0142  ___________________________________________________________________
 DA0142  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0142
 DA0142.The horizontal coordinates were scaled from a topographic map and have
 DA0142.an estimated accuracy of +/- 6 seconds.
 DA0142
 DA0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0142.The vertical order pertains to the NGVD 29 superseded value.
 DA0142
 DA0142.The geoid height was determined by GEOID03.
 DA0142
 DA0142;                    North         East    Units  Estimated Accuracy
 DA0142;SPC AZ C     -   215,110.      201,070.      MT  (+/- 180 meters Scaled)
 DA0142
 DA0142                          SUPERSEDED SURVEY CONTROL
 DA0142
 DA0142  NGVD 29 (??/??/92)  380.266  (m)         1247.59   (f) ADJ UNCH    2 0
 DA0142
 DA0142.Superseded values are not recommended for survey control.
 DA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0142.See file dsdata.txt to determine how the superseded data were derived.
 DA0142
 DA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB020451(NAD 83)
 DA0142_MARKER: DB = BENCH MARK DISK
 DA0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0142_STAMPING: J 300 1952
 DA0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0142+STABILITY: SURFACE MOTION
 DA0142
 DA0142  HISTORY     - Date     Condition        Report By
 DA0142  HISTORY     - 1952     MONUMENTED       CGS
 DA0142  HISTORY     - 1975     GOOD             NGS
 DA0142  HISTORY     - 1975     GOOD             DOD
 DA0142  HISTORY     - 20050329 MARK NOT FOUND   EVANS
 DA0142
 DA0142                          STATION DESCRIPTION
 DA0142
 DA0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0142'8.6 MI NW FROM STANFIELD.
 DA0142'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0142'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0142'3.0 MILES WEST ALONG THE MILLER ROAD, AT EL CENTRO GENERAL STORE, AT
 DA0142'THE INTERSECTION OF THE MARICOPA ROAD, 177 FEET EAST OF AND ACROSS
 DA0142'MARICOPA ROAD FROM THE EAST CORNER OF THE STORE, AT A DUAL POWER POLE
 DA0142'WITH THREE TRANSFORMERS FOR A WATER PUMP, 126 FEET NORTH OF THE CENTER
 DA0142'LINE OF THE MILLER ROAD, 113 FEET EAST OF THE CENTER LINE OF THE
 DA0142'MARICOPA ROAD, 8 FEET SOUTHWEST OF THE PUMP, 2.5 FEET NORTHWEST OF THE
 DA0142'NORTHWEST POLE, 2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF
 DA0142'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND 2 1/2 FEET
 DA0142'LOWER THAN THE ROAD.
 DA0142
 DA0142                          STATION RECOVERY (1975)
 DA0142
 DA0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DA0142'RECOVERED IN GOOD CONDITION.
 DA0142
 DA0142                          STATION RECOVERY (1975)
 DA0142
 DA0142'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DA0142'RECOVERED IN GOOD CONDITION.
 DA0142
 DA0142                          STATION RECOVERY (2005)
 DA0142
 DA0142'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DA0142'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0750 ***********************************************************************
 CZ0750  DESIGNATION -  J 301
 CZ0750  PID         -  CZ0750
 CZ0750  STATE/COUNTY-  AZ/PIMA
 CZ0750  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0750
 CZ0750                         *CURRENT SURVEY CONTROL
 CZ0750  ___________________________________________________________________
 CZ0750* NAD 83(1986)-  32 14 46.     (N)    111 18 33.     (W)     SCALED    
 CZ0750* NAVD 88     -       676.44   (+/-2cm)    2219.3    (feet)  VERTCON   
 CZ0750  ___________________________________________________________________
 CZ0750  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0750
 CZ0750.The horizontal coordinates were scaled from a topographic map and have
 CZ0750.an estimated accuracy of +/- 6 seconds.
 CZ0750
 CZ0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0750.The vertical order pertains to the NGVD 29 superseded value.
 CZ0750
 CZ0750.The geoid height was determined by GEOID03.
 CZ0750
 CZ0750;                    North         East    Units  Estimated Accuracy
 CZ0750;SPC AZ C     -   138,320.      270,610.      MT  (+/- 180 meters Scaled)
 CZ0750
 CZ0750                          SUPERSEDED SURVEY CONTROL
 CZ0750
 CZ0750  NGVD 29 (??/??/92)  675.819  (m)         2217.25   (f) ADJ UNCH    2 0
 CZ0750
 CZ0750.Superseded values are not recommended for survey control.
 CZ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0750.See file dsdata.txt to determine how the superseded data were derived.
 CZ0750
 CZ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA708677(NAD 83)
 CZ0750_MARKER: DB = BENCH MARK DISK
 CZ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0750_STAMPING: J 301 1951
 CZ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0750+STABILITY: SURFACE MOTION
 CZ0750
 CZ0750  HISTORY     - Date     Condition        Report By
 CZ0750  HISTORY     - 1951     MONUMENTED       CGS
 CZ0750  HISTORY     - 1975     GOOD             USGS
 CZ0750
 CZ0750                          STATION DESCRIPTION
 CZ0750
 CZ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0750'22.2 MI W FROM TUCSON.
 CZ0750'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0750'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0750'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0750'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0750'ALONG A DIRT ROAD TO A NORTH-SOUTH POWER LINE AND T JUNCTION OF A
 CZ0750'ROAD, THENCE 0.4 MILE SOUTH ALONG THE POWER LINE TO AN INTERSECTION,
 CZ0750'THENCE 1.9 MILES WEST ALONG A DIRT ROAD, AT A Y JUNCTION OF THE MAIN
 CZ0750'ROAD AND A TRACK ROAD LEADING NORTHEAST AND IN THE FORK OF THE Y, 48
 CZ0750'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST,
 CZ0750'36 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 2.5 FEET
 CZ0750'SOUTH OF THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0750'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0750
 CZ0750                          STATION RECOVERY (1975)
 CZ0750
 CZ0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0750'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0750'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0750'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0750'BEND. TURN LEFT, THROUGH GATE, THENCE SOUTH-SOUTHWEST 0.15 MI ALONG
 CZ0750'MAIN RD. TO FORK. BEAR RIGHT (W.) 1.8 MI TO POINT (0.35 MI W. OF
 CZ0750'TRANSMISSION LINE). 39 FT N. OF RD. SET IN TOP OF CONCRETE POST
 CZ0750'PROJECTING 0.5 FT. NGS DISK STAMPED J 301 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0801 ***********************************************************************
 CG0801  DESIGNATION -  J 302
 CG0801  PID         -  CG0801
 CG0801  STATE/COUNTY-  AZ/PIMA
 CG0801  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0801
 CG0801                         *CURRENT SURVEY CONTROL
 CG0801  ___________________________________________________________________
 CG0801* NAD 83(1986)-  31 34 28.     (N)    111 31 33.     (W)     SCALED    
 CG0801* NAVD 88     -      1076.63   (+/-2cm)    3532.2    (feet)  VERTCON   
 CG0801  ___________________________________________________________________
 CG0801  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CG0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0801
 CG0801.The horizontal coordinates were scaled from a topographic map and have
 CG0801.an estimated accuracy of +/- 6 seconds.
 CG0801
 CG0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0801.The vertical order pertains to the NGVD 29 superseded value.
 CG0801
 CG0801.The geoid height was determined by GEOID03.
 CG0801
 CG0801;                    North         East    Units  Estimated Accuracy
 CG0801;SPC AZ C     -    63,750.      250,460.      MT  (+/- 180 meters Scaled)
 CG0801
 CG0801                          SUPERSEDED SURVEY CONTROL
 CG0801
 CG0801  NGVD 29 (??/??/92) 1075.838  (m)         3529.65   (f) ADJ UNCH    2 0
 CG0801
 CG0801.Superseded values are not recommended for survey control.
 CG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0801.See file dsdata.txt to determine how the superseded data were derived.
 CG0801
 CG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV501933(NAD 83)
 CG0801_MARKER: DB = BENCH MARK DISK
 CG0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0801_STAMPING: J 302 1951
 CG0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0801+STABILITY: SURFACE MOTION
 CG0801
 CG0801  HISTORY     - Date     Condition        Report By
 CG0801  HISTORY     - 1951     MONUMENTED       CGS
 CG0801  HISTORY     - 1975     GOOD             USGS
 CG0801
 CG0801                          STATION DESCRIPTION
 CG0801
 CG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0801'6.75 MI N FROM SASABE.
 CG0801'6.05 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0801'HOUSE IN SASABE TO A T JUNCTION OF A ROAD LEADING EAST, THENCE 0.7
 CG0801'MILE EAST TO GILLS RANCH ALONG A DIRT ROAD, 0.55 MILE WEST OF A CATTLE
 CG0801'GUARD, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH
 CG0801'OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET
 CG0801'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0801
 CG0801                          STATION RECOVERY (1975)
 CG0801
 CG0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0801'SASABE, 6.1 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO T-RD.
 CG0801'JUNCTION, THENCE 0.7 MI E. ALONG RD. TO BUENOS AIRES RANCH. 41 FT N.
 CG0801'OF CENTERLINE OF RD. SET IN TOP OF CONCRETE POST 0.7 FT HIGHER THAN
 CG0801'RD. STANDARD DISK STAMPED J 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0946 ***********************************************************************
 CZ0946  DESIGNATION -  J 303
 CZ0946  PID         -  CZ0946
 CZ0946  STATE/COUNTY-  AZ/PIMA
 CZ0946  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0946
 CZ0946                         *CURRENT SURVEY CONTROL
 CZ0946  ___________________________________________________________________
 CZ0946* NAD 83(1986)-  32 24 05.     (N)    111 32 37.     (W)     SCALED    
 CZ0946* NAVD 88     -       773.23   (+/-2cm)    2536.8    (feet)  VERTCON   
 CZ0946  ___________________________________________________________________
 CZ0946  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0946
 CZ0946.The horizontal coordinates were scaled from a topographic map and have
 CZ0946.an estimated accuracy of +/- 6 seconds.
 CZ0946
 CZ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0946.The vertical order pertains to the NGVD 29 superseded value.
 CZ0946
 CZ0946.The geoid height was determined by GEOID03.
 CZ0946
 CZ0946;                    North         East    Units  Estimated Accuracy
 CZ0946;SPC AZ C     -   155,430.      248,450.      MT  (+/- 180 meters Scaled)
 CZ0946
 CZ0946                          SUPERSEDED SURVEY CONTROL
 CZ0946
 CZ0946  NGVD 29 (??/??/92)  772.632  (m)         2534.88   (f) ADJ UNCH    2 0
 CZ0946
 CZ0946.Superseded values are not recommended for survey control.
 CZ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0946.See file dsdata.txt to determine how the superseded data were derived.
 CZ0946
 CZ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA488850(NAD 83)
 CZ0946_MARKER: DB = BENCH MARK DISK
 CZ0946_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0946_SP_SET: GRANITE OUTCROP
 CZ0946_STAMPING: J 303 1951
 CZ0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0946+STABILITY: POSITION/ELEVATION WELL
 CZ0946
 CZ0946  HISTORY     - Date     Condition        Report By
 CZ0946  HISTORY     - 1951     MONUMENTED       CGS
 CZ0946
 CZ0946                          STATION DESCRIPTION
 CZ0946
 CZ0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0946'3.3 MI SE FROM SILVER BELL.
 CZ0946'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0946'THENCE 3.2 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.05 MILE NORTHWEST OF
 CZ0946'A T JUNCTION WITH A GRADED ROAD LEADING NORTHEAST, AT A DEEP ROCKY
 CZ0946'WASH ON THE SOUTHEAST EDGE OF SOME OLD RUINS, AND IN THE TOP OF A
 CZ0946'LARGE GRANITE OUTCROP LOCATED ON THE SOUTHEAST EDGE OF THE WASH,
 CZ0946'PROJECTING ABOUT 3 FEET ABOVE THE WASH, 105 FEET SOUTHWEST OF THE
 CZ0946'CENTER LINE OF THE ROAD ALONG THE WASH, AND ABOUT 2 FEET LOWER THAN
 CZ0946'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1337 ***********************************************************************
 CZ1337  DESIGNATION -  J 304
 CZ1337  PID         -  CZ1337
 CZ1337  STATE/COUNTY-  AZ/PINAL
 CZ1337  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1337
 CZ1337                         *CURRENT SURVEY CONTROL
 CZ1337  ___________________________________________________________________
 CZ1337* NAD 83(1986)-  32 43 57.     (N)    111 33 00.     (W)     SCALED    
 CZ1337* NAVD 88     -       482.17   (+/-2cm)    1581.9    (feet)  VERTCON   
 CZ1337  ___________________________________________________________________
 CZ1337  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1337
 CZ1337.The horizontal coordinates were scaled from a topographic map and have
 CZ1337.an estimated accuracy of +/- 6 seconds.
 CZ1337
 CZ1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1337.The vertical order pertains to the NGVD 29 superseded value.
 CZ1337
 CZ1337.The geoid height was determined by GEOID03.
 CZ1337
 CZ1337;                    North         East    Units  Estimated Accuracy
 CZ1337;SPC AZ C     -   192,150.      247,730.      MT  (+/- 180 meters Scaled)
 CZ1337
 CZ1337                          SUPERSEDED SURVEY CONTROL
 CZ1337
 CZ1337  NGVD 29 (??/??/92)  481.61   (m)         1580.1    (f) COMPUTED    2 0
 CZ1337
 CZ1337.Superseded values are not recommended for survey control.
 CZ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1337.See file dsdata.txt to determine how the superseded data were derived.
 CZ1337
 CZ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484217(NAD 83)
 CZ1337_MARKER: DB = BENCH MARK DISK
 CZ1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1337_SP_SET: CULVERT
 CZ1337_STAMPING: J 304 1951
 CZ1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1337
 CZ1337  HISTORY     - Date     Condition        Report By
 CZ1337  HISTORY     - 1951     MONUMENTED       CGS
 CZ1337  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1337
 CZ1337                          STATION DESCRIPTION
 CZ1337
 CZ1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1337'1.3 MI S FROM ELOY.
 CZ1337'0.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1337'RAILROAD STATION AT ELOY, THENCE 1 MILE SOUTH ALONG SUNSHINE BLVD., AT
 CZ1337'THE INTERSECTION OF AN EAST-WEST GRADED ROAD, IN THE TOP OF THE CENTER
 CZ1337'OF THE EAST CONCRETE HEADWALL OF A DOUBLE 24 INCH CONCRETE PIPE
 CZ1337'CULVERT UNDER THE BLVD. 52 FEET SOUTH OF THE CENTER LINE OF A GRADED
 CZ1337'ROAD, 15 FEET EAST OF THE CENTER LINE OF THE BLVD. AND ABOUT LEVEL
 CZ1337'WITH THE ROADS.
 CZ1337
 CZ1337                          STATION RECOVERY (2007)
 CZ1337
 CZ1337'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1337'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THERE IS NO CULVERT
 CZ1337'AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1338 ***********************************************************************
 CZ1338  DESIGNATION -  J 304 RESET
 CZ1338  PID         -  CZ1338
 CZ1338  STATE/COUNTY-  AZ/PINAL
 CZ1338  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1338
 CZ1338                         *CURRENT SURVEY CONTROL
 CZ1338  ___________________________________________________________________
 CZ1338* NAD 83(1986)-  32 43 57.     (N)    111 33 00.     (W)     SCALED    
 CZ1338* NAVD 88     -       480.207  (meters)    1575.48   (feet)  ADJUSTED  
 CZ1338  ___________________________________________________________________
 CZ1338  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1338  DYNAMIC HT  -         479.597 (meters)    1573.48  (feet)  COMP
 CZ1338  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 CZ1338
 CZ1338  VERT ORDER  -  FIRST     CLASS II
 CZ1338
 CZ1338.The horizontal coordinates were scaled from a topographic map and have
 CZ1338.an estimated accuracy of +/- 6 seconds.
 CZ1338
 CZ1338.The orthometric height was determined by differential leveling
 CZ1338.and adjusted in November 1993.
 CZ1338
 CZ1338.The geoid height was determined by GEOID03.
 CZ1338
 CZ1338.The dynamic height is computed by dividing the NAVD 88
 CZ1338.geopotential number by the normal gravity value computed on the
 CZ1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1338.degrees latitude (g = 980.6199 gals.).
 CZ1338
 CZ1338.The modeled gravity was interpolated from observed gravity values.
 CZ1338
 CZ1338;                    North         East    Units  Estimated Accuracy
 CZ1338;SPC AZ C     -   192,150.      247,730.      MT  (+/- 180 meters Scaled)
 CZ1338
 CZ1338                          SUPERSEDED SURVEY CONTROL
 CZ1338
 CZ1338  NGVD 29 (??/??/??)  482.72   (m)         1583.7    (f) RESET       3  
 CZ1338
 CZ1338.Superseded values are not recommended for survey control.
 CZ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1338.See file dsdata.txt to determine how the superseded data were derived.
 CZ1338
 CZ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484217(NAD 83)
 CZ1338_MARKER: DB = BENCH MARK DISK
 CZ1338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1338_SP_SET: HEADWALL
 CZ1338_STAMPING: J 304 1951 RESET 1964
 CZ1338_MARK LOGO: CGS   
 CZ1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1338+STABILITY: SURFACE MOTION
 CZ1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1338+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1338
 CZ1338  HISTORY     - Date     Condition        Report By
 CZ1338  HISTORY     - 1964     MONUMENTED       AZHD
 CZ1338  HISTORY     - 1965     GOOD             AZDT
 CZ1338  HISTORY     - 19911212 GOOD             NGS
 CZ1338  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1338
 CZ1338                          STATION DESCRIPTION
 CZ1338
 CZ1338'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1965
 CZ1338'1.17 MI S FROM ELOY.
 CZ1338'ABOUT 1.17 MILES SOUTH OF ELOY FROM THE JUNCTION OF FRONTIER DRIVE
 CZ1338'(STATE HWY. 84) AND SUNSHINE BLVD., IN THE TOWN OF ELOY.  SOUTH ON
 CZ1338'SUNSHINE BLVD., ACROSS THE OVERPASS OVER INTERSTATE HWY 10, 1.17 MILES
 CZ1338'TO THE FIRST CATTLE GUARD AND THE STATION ON THE LEFT, 0.15 MILES
 CZ1338'SOUTH OF INTERSTATE HWY. 10, 15 FEET EAST OF THE CENTERLINE OF
 CZ1338'SUNSHINE BLVD., IN THE TOP AND CENTER OF THE EAST CATTLE GUARD
 CZ1338'HEADWALL.
 CZ1338
 CZ1338                          STATION RECOVERY (1991)
 CZ1338
 CZ1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1338'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1338'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1338'THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, IN TOP OF
 CZ1338'AND 1.6 M (5.2 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 CZ1338'HEADWALL OF A CATTLE GUARD, 28.3 M (92.8 FT) NORTH OF THE CENTER OF
 CZ1338'THE CAR ENTRANCE ROAD TO THE FLYING J TRAVEL PLAZA, 7.1 M (23.3 FT)
 CZ1338'EAST OF THE BOULEVARD CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 CZ1338'OF THE BOULEVARD.
 CZ1338
 CZ1338                          STATION RECOVERY (2007)
 CZ1338
 CZ1338'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1338'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THERE IS NO CATTLE
 CZ1338'GUARD AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0475 ***********************************************************************
 CG0475  DESIGNATION -  J 305
 CG0475  PID         -  CG0475
 CG0475  STATE/COUNTY-  AZ/PIMA
 CG0475  USGS QUAD   -  PENITAS HILLS (1979)
 CG0475
 CG0475                         *CURRENT SURVEY CONTROL
 CG0475  ___________________________________________________________________
 CG0475* NAD 83(1986)-  31 49 28.     (N)    111 21 14.     (W)     SCALED    
 CG0475* NAVD 88     -       987.45   (+/-2cm)    3239.7    (feet)  VERTCON   
 CG0475  ___________________________________________________________________
 CG0475  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CG0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0475
 CG0475.The horizontal coordinates were scaled from a topographic map and have
 CG0475.an estimated accuracy of +/- 6 seconds.
 CG0475
 CG0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0475.The vertical order pertains to the NGVD 29 superseded value.
 CG0475
 CG0475.The geoid height was determined by GEOID03.
 CG0475
 CG0475;                    North         East    Units  Estimated Accuracy
 CG0475;SPC AZ C     -    91,540.      266,640.      MT  (+/- 180 meters Scaled)
 CG0475
 CG0475                          SUPERSEDED SURVEY CONTROL
 CG0475
 CG0475  NGVD 29 (??/??/92)  986.695  (m)         3237.18   (f) ADJ UNCH    2 0
 CG0475
 CG0475.Superseded values are not recommended for survey control.
 CG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0475.See file dsdata.txt to determine how the superseded data were derived.
 CG0475
 CG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA665210(NAD 83)
 CG0475_MARKER: DB = BENCH MARK DISK
 CG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0475_STAMPING: J 305 1951
 CG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0475+STABILITY: SURFACE MOTION
 CG0475
 CG0475  HISTORY     - Date     Condition        Report By
 CG0475  HISTORY     - 1951     MONUMENTED       CGS
 CG0475
 CG0475                          STATION DESCRIPTION
 CG0475
 CG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0475'20.7 MI S FROM THREE POINTS.
 CG0475'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0475'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG THE SASABE ROAD THENCE 3.3
 CG0475'MILES EAST ALONG A TRACK ROAD, 0.7 MILE WEST OF A Y JUNCTION OF A
 CG0475'TRACK ROAD LEADING SOUTHEAST, 1 MILE EAST OF A T JUNCTION OF A TRACK
 CG0475'ROAD LEADING SOUTH, 0.3 MILE WEST OF A WIRE GATE ACROSS THE ROAD IN A
 CG0475'NORTH-SOUTH FENCE LINE, 42 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CG0475'2.9 FEET SOUTHEAST OF A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET
 CG0475'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0675 ***********************************************************************
 CG0675  DESIGNATION -  J 306
 CG0675  PID         -  CG0675
 CG0675  STATE/COUNTY-  AZ/PIMA
 CG0675  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0675
 CG0675                         *CURRENT SURVEY CONTROL
 CG0675  ___________________________________________________________________
 CG0675* NAD 83(1986)-  31 44 30.     (N)    111 39 39.     (W)     SCALED    
 CG0675* NAVD 88     -       992.84   (+/-2cm)    3257.3    (feet)  VERTCON   
 CG0675  ___________________________________________________________________
 CG0675  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0675
 CG0675.The horizontal coordinates were scaled from a topographic map and have
 CG0675.an estimated accuracy of +/- 6 seconds.
 CG0675
 CG0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0675.The vertical order pertains to the NGVD 29 superseded value.
 CG0675
 CG0675.The geoid height was determined by GEOID03.
 CG0675
 CG0675;                    North         East    Units  Estimated Accuracy
 CG0675;SPC AZ C     -    82,250.      237,600.      MT  (+/- 180 meters Scaled)
 CG0675
 CG0675                          SUPERSEDED SURVEY CONTROL
 CG0675
 CG0675  NGVD 29 (??/??/92)  992.053  (m)         3254.76   (f) ADJ UNCH    2 0
 CG0675
 CG0675.Superseded values are not recommended for survey control.
 CG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0675.See file dsdata.txt to determine how the superseded data were derived.
 CG0675
 CG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA374119(NAD 83)
 CG0675_MARKER: DB = BENCH MARK DISK
 CG0675_SETTING: 66 = SET IN ROCK OUTCROP
 CG0675_SP_SET: GRANITE OUTCROP
 CG0675_STAMPING: J 306 1952
 CG0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0675+STABILITY: POSITION/ELEVATION WELL
 CG0675
 CG0675  HISTORY     - Date     Condition        Report By
 CG0675  HISTORY     - 1952     MONUMENTED       CGS
 CG0675  HISTORY     - 1977     GOOD             USGS
 CG0675
 CG0675                          STATION DESCRIPTION
 CG0675
 CG0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0675'14.05 MI SE FROM TOPAWA.
 CG0675'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0675'TOPAWA, THENCE 5.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0675'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0675'LEADING SOUTH TO BEAR WELLS, SOUTH-WEST OF A LARGE WASH, AND SET IN
 CG0675'THE TOP OF THE NORTHWEST END OF A LARGE GRANITE OUTCROP, 449 1/2 FEET
 CG0675'SOUTHWEST OF THE CENTER OF A LARGE WASH AND ROAD, 50.9 FEET SOUTHWEST
 CG0675'OF USGS CHISELED SQUARE 3254.4, 35 FEET SOUTHEAST OF THE CENTER LINE
 CG0675'OF THE ROAD, 7.1 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER
 CG0675'THAN THE ROAD.
 CG0675
 CG0675                          STATION RECOVERY (1977)
 CG0675
 CG0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0675'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0675'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0376 ***********************************************************************
 DA0376  DESIGNATION -  J 307
 DA0376  PID         -  DA0376
 DA0376  STATE/COUNTY-  AZ/PIMA
 DA0376  USGS QUAD   -  AJO SOUTH (1990)
 DA0376
 DA0376                         *CURRENT SURVEY CONTROL
 DA0376  ___________________________________________________________________
 DA0376* NAD 83(1986)-  32 18 06.     (N)    112 51 35.     (W)     SCALED    
 DA0376* NAVD 88     -       541.74   (+/-2cm)    1777.4    (feet)  VERTCON   
 DA0376  ___________________________________________________________________
 DA0376  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DA0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0376
 DA0376.The horizontal coordinates were scaled from a topographic map and have
 DA0376.an estimated accuracy of +/- 6 seconds.
 DA0376
 DA0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0376.The vertical order pertains to the NGVD 29 superseded value.
 DA0376
 DA0376.The geoid height was determined by GEOID03.
 DA0376
 DA0376;                    North         East    Units  Estimated Accuracy
 DA0376;SPC AZ C     -   144,710.      124,550.      MT  (+/- 180 meters Scaled)
 DA0376
 DA0376                          SUPERSEDED SURVEY CONTROL
 DA0376
 DA0376  NGVD 29 (??/??/92)  541.034  (m)         1775.04   (f) ADJ UNCH    2 0
 DA0376
 DA0376.Superseded values are not recommended for survey control.
 DA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0376.See file dsdata.txt to determine how the superseded data were derived.
 DA0376
 DA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA249753(NAD 83)
 DA0376_MARKER: DB = BENCH MARK DISK
 DA0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0376_STAMPING: J 307 1952
 DA0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0376+STABILITY: SURFACE MOTION
 DA0376
 DA0376  HISTORY     - Date     Condition        Report By
 DA0376  HISTORY     - 1952     MONUMENTED       CGS
 DA0376
 DA0376                          STATION DESCRIPTION
 DA0376
 DA0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0376'6.9 MI S FROM AJO.
 DA0376'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0376'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILE EAST
 DA0376'ALONG HIGHWAY 86 TO THE JUNCTION OF DARBY WELLS ROAD, THENCE 4.85
 DA0376'MILES SOUTHWEST AND SOUTH ALONG THE DARBY WELL ROAD, AT THE OUTSIDE OF
 DA0376'A CURVE IN THE ROAD, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.3
 DA0376'FEET NORTH OF THE WITNESS POST, IN THE TOP OF A CONCRETE POST
 DA0376'PROJECTING 0.4 FEET AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0094 ***********************************************************************
 CH0094  DESIGNATION -  J 308
 CH0094  PID         -  CH0094
 CH0094  STATE/COUNTY-  AZ/PIMA
 CH0094  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0094
 CH0094                         *CURRENT SURVEY CONTROL
 CH0094  ___________________________________________________________________
 CH0094* NAD 83(1986)-  31 54 08.     (N)    112 53 18.     (W)     SCALED    
 CH0094* NAVD 88     -       402.94   (+/-2cm)    1322.0    (feet)  VERTCON   
 CH0094  ___________________________________________________________________
 CH0094  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 CH0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0094
 CH0094.The horizontal coordinates were scaled from a topographic map and have
 CH0094.an estimated accuracy of +/- 6 seconds.
 CH0094
 CH0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0094.The vertical order pertains to the NGVD 29 superseded value.
 CH0094
 CH0094.The geoid height was determined by GEOID03.
 CH0094
 CH0094;                    North         East    Units  Estimated Accuracy
 CH0094;SPC AZ C     -   100,440.      121,450.      MT  (+/- 180 meters Scaled)
 CH0094
 CH0094                          SUPERSEDED SURVEY CONTROL
 CH0094
 CH0094  NGVD 29 (??/??/92)  402.216  (m)         1319.60   (f) ADJ UNCH    2 0
 CH0094
 CH0094.Superseded values are not recommended for survey control.
 CH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0094.See file dsdata.txt to determine how the superseded data were derived.
 CH0094
 CH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA214311(NAD 83)
 CH0094_MARKER: DB = BENCH MARK DISK
 CH0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0094_STAMPING: J 308 1952
 CH0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0094+STABILITY: SURFACE MOTION
 CH0094
 CH0094  HISTORY     - Date     Condition        Report By
 CH0094  HISTORY     - 1952     MONUMENTED       CGS
 CH0094
 CH0094                          STATION DESCRIPTION
 CH0094
 CH0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0094'6.45 MI NW FROM LUKEVILLE.
 CH0094'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0094'LUKEVILLE TO JUNCTION, THENCE 5.5 MILES WEST ALONG THE QUITOVOQUITO
 CH0094'ROAD, AT POINT WHERE ROAD MAKES A SHORT TURN UP HILL, 135 FEET
 CH0094'NORTHEAST OF THE U. S. - MEXICAN FENCE LINE, 38 1/2 FEET WEST OF THE
 CH0094'CENTERLINE OF THE ROAD, CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT
 CH0094'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0428 ***********************************************************************
 DA0428  DESIGNATION -  J 309
 DA0428  PID         -  DA0428
 DA0428  STATE/COUNTY-  AZ/PIMA
 DA0428  USGS QUAD   -  BATES WELL (1990)
 DA0428
 DA0428                         *CURRENT SURVEY CONTROL
 DA0428  ___________________________________________________________________
 DA0428* NAD 83(1986)-  32 09 34.     (N)    112 55 09.     (W)     SCALED    
 DA0428* NAVD 88     -       426.78   (+/-2cm)    1400.2    (feet)  VERTCON   
 DA0428  ___________________________________________________________________
 DA0428  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0428
 DA0428.The horizontal coordinates were scaled from a topographic map and have
 DA0428.an estimated accuracy of +/- 6 seconds.
 DA0428
 DA0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0428.The vertical order pertains to the NGVD 29 superseded value.
 DA0428
 DA0428.The geoid height was determined by GEOID03.
 DA0428
 DA0428;                    North         East    Units  Estimated Accuracy
 DA0428;SPC AZ C     -   128,990.      118,800.      MT  (+/- 180 meters Scaled)
 DA0428
 DA0428                          SUPERSEDED SURVEY CONTROL
 DA0428
 DA0428  NGVD 29 (??/??/92)  426.09   (m)         1397.9    (f) COMPUTED    2 0
 DA0428
 DA0428.Superseded values are not recommended for survey control.
 DA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0428.See file dsdata.txt to determine how the superseded data were derived.
 DA0428
 DA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA190597(NAD 83)
 DA0428_MARKER: DB = BENCH MARK DISK
 DA0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0428_STAMPING: J 309 1952
 DA0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0428+STABILITY: SURFACE MOTION
 DA0428
 DA0428  HISTORY     - Date     Condition        Report By
 DA0428  HISTORY     - 1952     MONUMENTED       CGS
 DA0428
 DA0428                          STATION DESCRIPTION
 DA0428
 DA0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0428'29.9 MI S FROM AJO.
 DA0428'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0428'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0428'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE SONOYTA
 DA0428'AJO HIGHWAY TO INTERSECTION, THENCE 9.8 MILES ALONG A TRACK ROAD WEST,
 DA0428'AT THE WASH WHERE TRUCK TRAVEL ENDS, ABOUT 0.5 MILE SOUTHEAST OF THE
 DA0428'CANYON MOUTH, 112 1/2 FEET EAST OF THE CENTER OF WASH AT POINT WHERE
 DA0428'ROAD CROSSES, 46 FEET SOUTHWEST OF THE CENTER OF A SMALL WASH, 20 FEET
 DA0428'NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.1 FEET SOUTH OF THE WITNESS
 DA0428'POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT 1/2 FOOT
 DA0428'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0480 ***********************************************************************
 ES0480  DESIGNATION -  J 31
 ES0480  PID         -  ES0480
 ES0480  STATE/COUNTY-  AZ/YAVAPAI
 ES0480  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0480
 ES0480                         *CURRENT SURVEY CONTROL
 ES0480  ___________________________________________________________________
 ES0480* NAD 83(1986)-  34 45 27.     (N)    111 56 23.     (W)     SCALED    
 ES0480* NAVD 88     -      1103.583  (meters)    3620.67   (feet)  ADJUSTED  
 ES0480  ___________________________________________________________________
 ES0480  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 ES0480  DYNAMIC HT  -        1102.194 (meters)    3616.11  (feet)  COMP
 ES0480  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 ES0480
 ES0480  VERT ORDER  -  FIRST     CLASS II
 ES0480
 ES0480.The horizontal coordinates were scaled from a topographic map and have
 ES0480.an estimated accuracy of +/- 6 seconds.
 ES0480
 ES0480.The orthometric height was determined by differential leveling
 ES0480.and adjusted in June 1991.
 ES0480
 ES0480.The geoid height was determined by GEOID03.
 ES0480
 ES0480.The dynamic height is computed by dividing the NAVD 88
 ES0480.geopotential number by the normal gravity value computed on the
 ES0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0480.degrees latitude (g = 980.6199 gals.).
 ES0480
 ES0480.The modeled gravity was interpolated from observed gravity values.
 ES0480
 ES0480;                    North         East    Units  Estimated Accuracy
 ES0480;SPC AZ C     -   416,680.      211,250.      MT  (+/- 180 meters Scaled)
 ES0480
 ES0480                          SUPERSEDED SURVEY CONTROL
 ES0480
 ES0480  NGVD 29 (??/??/92) 1102.815  (m)         3618.15   (f) ADJ UNCH    1 2
 ES0480
 ES0480.Superseded values are not recommended for survey control.
 ES0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0480.See file dsdata.txt to determine how the superseded data were derived.
 ES0480
 ES0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD139465(NAD 83)
 ES0480_MARKER: DB = BENCH MARK DISK
 ES0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0480+STABILITY: SURFACE MOTION
 ES0480
 ES0480  HISTORY     - Date     Condition        Report By
 ES0480  HISTORY     - UNK      MONUMENTED       CGS
 ES0480  HISTORY     - 1933     GOOD             NGS
 ES0480
 ES0480                          STATION DESCRIPTION
 ES0480
 ES0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0480'7.6 MI E FROM COTTONWOOD.
 ES0480'CONCRETE POST, AT SIDE OF HIGHWAY, 4.0 MILES NORTHEAST OF VERDE RIVER
 ES0480'HIGHWAY BRIDGE, WEST BANK OF GULCH, ON LOW FLAT, 0.2 MILES EAST OF
 ES0480'PROMINENT LIMESTONE OUTCROP, 70 FEET NORTH OF HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0023 ***********************************************************************
 GP0023  DESIGNATION -  J 31
 GP0023  PID         -  GP0023
 GP0023  STATE/COUNTY-  AZ/NAVAJO
 GP0023  USGS QUAD   -  KAYENTA EAST (1968)
 GP0023
 GP0023                         *CURRENT SURVEY CONTROL
 GP0023  ___________________________________________________________________
 GP0023* NAD 83(1986)-  36 40 39.     (N)    110 13 15.     (W)     SCALED    
 GP0023* NAVD 88     -      1778.313  (meters)    5834.35   (feet)  ADJUSTED  
 GP0023  ___________________________________________________________________
 GP0023  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GP0023  DYNAMIC HT  -        1776.152 (meters)    5827.26  (feet)  COMP
 GP0023  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 GP0023
 GP0023  VERT ORDER  -  FIRST     CLASS II
 GP0023
 GP0023.The horizontal coordinates were scaled from a topographic map and have
 GP0023.an estimated accuracy of +/- 6 seconds.
 GP0023
 GP0023.The orthometric height was determined by differential leveling
 GP0023.and adjusted in June 1991.
 GP0023
 GP0023.The geoid height was determined by GEOID03.
 GP0023
 GP0023.The dynamic height is computed by dividing the NAVD 88
 GP0023.geopotential number by the normal gravity value computed on the
 GP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0023.degrees latitude (g = 980.6199 gals.).
 GP0023
 GP0023.The modeled gravity was interpolated from observed gravity values.
 GP0023
 GP0023;                    North         East    Units  Estimated Accuracy
 GP0023;SPC AZ E     -   629,690.      208,520.      MT  (+/- 180 meters Scaled)
 GP0023
 GP0023                          SUPERSEDED SURVEY CONTROL
 GP0023
 GP0023  NGVD 29 (??/??/92) 1777.399  (m)         5831.35   (f) ADJ UNCH    1 2
 GP0023
 GP0023.Superseded values are not recommended for survey control.
 GP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0023.See file dsdata.txt to determine how the superseded data were derived.
 GP0023
 GP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF696593(NAD 83)
 GP0023_MARKER: DB = BENCH MARK DISK
 GP0023_SETTING: 66 = SET IN ROCK OUTCROP
 GP0023_SP_SET: STANDSTONE OUTCROP
 GP0023_STAMPING: 5831.350 J 31 1933
 GP0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0023+STABILITY: POSITION/ELEVATION WELL
 GP0023
 GP0023  HISTORY     - Date     Condition        Report By
 GP0023  HISTORY     - 1933     MONUMENTED       CGS
 GP0023  HISTORY     - 1934     GOOD             NGS
 GP0023
 GP0023                          STATION DESCRIPTION
 GP0023
 GP0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0023'4.5 MI SE FROM KAYENTA.
 GP0023'4.5 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0023'OFFICE AT KAYENTA, NAVAJO COUNTY, 2.7 MILES SOUTHEAST OF THE JUNCTION
 GP0023'OF A ROAD LEADING TO SHIPROCK, ON THE WEST SLOPE OF A HILL ON THE EAST
 GP0023'SIDE OF A LARGE DRAW, 50 YARDS WEST OF A CURVE AT THE CREST OF THE
 GP0023'HILL, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF
 GP0023'THE SOUTHWEST END OF A LONG SANDSTONE OUTCROP AT THE RIM OF THE DRAW.
 GP0023'A STANDARD DISK, STAMPED 5831.350 J 31 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1266 ***********************************************************************
 CZ1266  DESIGNATION -  J 310
 CZ1266  PID         -  CZ1266
 CZ1266  STATE/COUNTY-  AZ/PINAL
 CZ1266  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1266
 CZ1266                         *CURRENT SURVEY CONTROL
 CZ1266  ___________________________________________________________________
 CZ1266* NAD 83(1986)-  32 33 13.     (N)    111 49 37.     (W)     SCALED    
 CZ1266* NAVD 88     -       488.04   (+/-2cm)    1601.2    (feet)  VERTCON   
 CZ1266  ___________________________________________________________________
 CZ1266  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1266
 CZ1266.The horizontal coordinates were scaled from a topographic map and have
 CZ1266.an estimated accuracy of +/- 6 seconds.
 CZ1266
 CZ1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1266.The vertical order pertains to the NGVD 29 superseded value.
 CZ1266
 CZ1266.The geoid height was determined by GEOID03.
 CZ1266
 CZ1266;                    North         East    Units  Estimated Accuracy
 CZ1266;SPC AZ C     -   172,260.      221,790.      MT  (+/- 180 meters Scaled)
 CZ1266
 CZ1266                          SUPERSEDED SURVEY CONTROL
 CZ1266
 CZ1266  NGVD 29 (??/??/92)  487.476  (m)         1599.33   (f) ADJ UNCH    2 0
 CZ1266
 CZ1266.Superseded values are not recommended for survey control.
 CZ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1266.See file dsdata.txt to determine how the superseded data were derived.
 CZ1266
 CZ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB223021(NAD 83)
 CZ1266_MARKER: DB = BENCH MARK DISK
 CZ1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1266_STAMPING: J 310 1952
 CZ1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1266+STABILITY: SURFACE MOTION
 CZ1266
 CZ1266  HISTORY     - Date     Condition        Report By
 CZ1266  HISTORY     - 1952     MONUMENTED       CGS
 CZ1266
 CZ1266                          STATION DESCRIPTION
 CZ1266
 CZ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1266'6.3 MI SE FROM JACKRABBIT.
 CZ1266'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1266'ABANDONED JACKRABBBIT MINE AT JACKRABBIT, THENCE 5.9 MILES EAST AND
 CZ1266'SOUTHEAST ALONG A TRACK ROAD, 0.2 MILE SOUTHWEST OF THE WEST END OF A
 CZ1266'LEVEE, AT A SMALL CLEARING, 45 FEET EAST OF AND ABOUT LEVEL WITH THE
 CZ1266'ROAD, 2.5 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1266'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0922 ***********************************************************************
 CZ0922  DESIGNATION -  J 311
 CZ0922  PID         -  CZ0922
 CZ0922  STATE/COUNTY-  AZ/PIMA
 CZ0922  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0922
 CZ0922                         *CURRENT SURVEY CONTROL
 CZ0922  ___________________________________________________________________
 CZ0922* NAD 83(1986)-  32 19 53.     (N)    111 45 07.     (W)     SCALED    
 CZ0922* NAVD 88     -       573.42   (+/-2cm)    1881.3    (feet)  VERTCON   
 CZ0922  ___________________________________________________________________
 CZ0922  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ0922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0922
 CZ0922.The horizontal coordinates were scaled from a topographic map and have
 CZ0922.an estimated accuracy of +/- 6 seconds.
 CZ0922
 CZ0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0922.The vertical order pertains to the NGVD 29 superseded value.
 CZ0922
 CZ0922.The geoid height was determined by GEOID03.
 CZ0922
 CZ0922;                    North         East    Units  Estimated Accuracy
 CZ0922;SPC AZ C     -   147,620.      228,870.      MT  (+/- 180 meters Scaled)
 CZ0922
 CZ0922                          SUPERSEDED SURVEY CONTROL
 CZ0922
 CZ0922  NGVD 29 (??/??/92)  572.839  (m)         1879.39   (f) ADJ UNCH    2 0
 CZ0922
 CZ0922.Superseded values are not recommended for survey control.
 CZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0922.See file dsdata.txt to determine how the superseded data were derived.
 CZ0922
 CZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA292774(NAD 83)
 CZ0922_MARKER: DB = BENCH MARK DISK
 CZ0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0922_STAMPING: J 311 1952
 CZ0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0922+STABILITY: SURFACE MOTION
 CZ0922
 CZ0922  HISTORY     - Date     Condition        Report By
 CZ0922  HISTORY     - 1952     MONUMENTED       CGS
 CZ0922
 CZ0922                          STATION DESCRIPTION
 CZ0922
 CZ0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0922'14.45 MI SW FROM SILVER BELL CEMETERY.
 CZ0922'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0922'THENCE 11.75 MILES SOUTHWEST ALONG A DIM TRACK ROAD, ON A SLIGHT SANDY
 CZ0922'DOWNGRADE GOING EAST, ABOUT 2 MILES NORTH-NORTHWEST OF THE HIGHEST
 CZ0922'PEAK OF A LONG MOUNTAIN, AT A CLEARING, 17 FEET SOUTHEAST OF THE
 CZ0922'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.8 FEET NORTHEAST OF A
 CZ0922'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0427 ***********************************************************************
 ES0427  DESIGNATION -  J 312
 ES0427  PID         -  ES0427
 ES0427  STATE/COUNTY-  AZ/YAVAPAI
 ES0427  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0427
 ES0427                         *CURRENT SURVEY CONTROL
 ES0427  ___________________________________________________________________
 ES0427* NAD 83(1986)-  34 13 16.     (N)    111 58 37.     (W)     SCALED    
 ES0427* NAVD 88     -      1209.28   (+/-2cm)    3967.4    (feet)  VERTCON   
 ES0427  ___________________________________________________________________
 ES0427  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 ES0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0427
 ES0427.The horizontal coordinates were scaled from a topographic map and have
 ES0427.an estimated accuracy of +/- 6 seconds.
 ES0427
 ES0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0427.The vertical order pertains to the NGVD 29 superseded value.
 ES0427
 ES0427.The geoid height was determined by GEOID03.
 ES0427
 ES0427;                    North         East    Units  Estimated Accuracy
 ES0427;SPC AZ C     -   357,180.      207,810.      MT  (+/- 180 meters Scaled)
 ES0427
 ES0427                          SUPERSEDED SURVEY CONTROL
 ES0427
 ES0427  NGVD 29 (??/??/92) 1208.585  (m)         3965.17   (f) ADJ UNCH    2 0
 ES0427
 ES0427.Superseded values are not recommended for survey control.
 ES0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0427.See file dsdata.txt to determine how the superseded data were derived.
 ES0427
 ES0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC100871(NAD 83)
 ES0427_MARKER: DB = BENCH MARK DISK
 ES0427_SETTING: 80 = SET IN A BOULDER
 ES0427_SP_SET: BOULDER
 ES0427_STAMPING: J 312 1952
 ES0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0427+STABILITY: SURFACE MOTION
 ES0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0427+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 ES0427
 ES0427  HISTORY     - Date     Condition        Report By
 ES0427  HISTORY     - 1952     MONUMENTED       CGS
 ES0427  HISTORY     - 20080428 GOOD             GEOCAC
 ES0427
 ES0427                          STATION DESCRIPTION
 ES0427
 ES0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0427'15.9 MI SE FROM CORDES.
 ES0427'15.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0427'CORDES, 0.65 MILE EAST OF THE WEST BOUNDARY OF THE TONTO NATIONAL
 ES0427'FOREST, 0.15 MILE EAST OF THE CROSSING OF A DUAL POLED POWER LINE, ON
 ES0427'THE SOUTH SLOPE OF A HILLSIDE, IN THE TOP OF THE CENTER OF A 3-FOOT BY
 ES0427'4-FOOT GRANITE BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 22 FEET
 ES0427'NORTH OF THE CENTER LINE OF AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD,
 ES0427'AND 1.2 FEET NORTH OF THE SOUTH EDGE OF A BOULDER.
 ES0427
 ES0427                          STATION RECOVERY (2008)
 ES0427
 ES0427'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0012 ***********************************************************************
 CG0012  HT_MOD      -  This is a Height Modernization Survey Station.
 CG0012  DESIGNATION -  J 313
 CG0012  PID         -  CG0012
 CG0012  STATE/COUNTY-  AZ/COCHISE
 CG0012  USGS QUAD   -  BENSON (1983)
 CG0012
 CG0012                         *CURRENT SURVEY CONTROL
 CG0012  ___________________________________________________________________
 CG0012* NAD 83(2007)-  31 59 33.33902(N)    110 21 16.10549(W)     ADJUSTED  
 CG0012* NAVD 88     -      1173.66   (meters)    3850.6    (feet)  GPS OBS   
 CG0012  ___________________________________________________________________
 CG0012  EPOCH DATE  -        2007.00
 CG0012  X           -  -1,883,646.004 (meters)                     COMP
 CG0012  Y           -  -5,077,316.220 (meters)                     COMP
 CG0012  Z           -   3,360,342.026 (meters)                     COMP
 CG0012  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CG0012  ELLIP HEIGHT-        1145.778 (meters)          (11/28/08) ADJUSTED
 CG0012  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0012  HORZ ORDER  -  B
 CG0012  ELLP ORDER  -  FOURTH    CLASS II
 CG0012
 CG0012.The horizontal coordinates were established by GPS observations
 CG0012.and adjusted by the National Geodetic Survey in November 2008.
 CG0012
 CG0012.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0012.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0012.The horizontal coordinates are valid at the epoch date displayed above.
 CG0012.The epoch date for horizontal control is a decimal equivalence
 CG0012.of Year/Month/Day.
 CG0012
 CG0012.The orthometric height was determined by GPS observations and a
 CG0012.high-resolution geoid model.
 CG0012.The orthometric height was determined by GPS observations and a
 CG0012.high-resolution geoid model using precise GPS observation and
 CG0012.processing techniques.
 CG0012
 CG0012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0012
 CG0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0012
 CG0012.The ellipsoidal height was determined by GPS observations
 CG0012.and is referenced to NAD 83.
 CG0012
 CG0012.The geoid height was determined by GEOID03.
 CG0012
 CG0012;                    North         East     Units Scale Factor Converg.
 CG0012;SPC AZ E     -   110,061.306   195,613.853   MT  0.99990388   -0 05 58.2
 CG0012;SPC AZ E     -   361,093.52    641,777.73   iFT  0.99990388   -0 05 58.2
 CG0012;UTM  12      - 3,539,796.814   560,978.875   MT  0.99964586   +0 20 31.3
 CG0012
 CG0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0012!SPC AZ E     -   0.99982012  x   0.99990388  =   0.99972402
 CG0012!UTM  12      -   0.99982012  x   0.99964586  =   0.99946605
 CG0012
 CG0012                          SUPERSEDED SURVEY CONTROL
 CG0012
 CG0012  NGVD 29 (??/??/92) 1172.910  (m)         3848.12   (f) ADJ UNCH    1 2
 CG0012
 CG0012.Superseded values are not recommended for survey control.
 CG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0012.See file dsdata.txt to determine how the superseded data were derived.
 CG0012
 CG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6097939797(NAD 83)
 CG0012_MARKER: DB = BENCH MARK DISK
 CG0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0012_STAMPING: J 313 1952
 CG0012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0012+STABILITY: SURFACE MOTION
 CG0012
 CG0012  HISTORY     - Date     Condition        Report By
 CG0012  HISTORY     - 1952     MONUMENTED       CGS
 CG0012  HISTORY     - 20050715 GOOD             AZ-003
 CG0012
 CG0012                          STATION DESCRIPTION
 CG0012
 CG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0012'4.2 MI W FROM BENSON.
 CG0012'4.2 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0012'STATION AT BENSON, 5.3 MILES EAST OF THE STATION AT MESCAL, 0.2 MILE
 CG0012'EAST OF THE STATION SIGN AT CHAMISO, AT THE CHAMISO SIDING, 4 POLES
 CG0012'WEST OF A LONE DUAL TELEGRAPH POLE, 165 FEET SOUTHEAST OF THE
 CG0012'NORTHEAST CORNER OF BRIDGE NUMBER 1028.44, ABOUT 20 YARDS NORTHEAST OF
 CG0012'A TRACK ROAD LEADING SOUTH, IN LINE WITH A ROW OF POLES AND UNDER THE
 CG0012'WIRES, 104.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 7.2 FEET
 CG0012'WEST OF TELEGRAPH POLE NUMBER 9540, 6.3 FEET SOUTH OF THE SOUTH
 CG0012'RIGHT-OF-WAY FENCE, 1.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 CG0012'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 CG0012'ABOVE THE GROUND.
 CG0012
 CG0012                          STATION RECOVERY (2005)
 CG0012
 CG0012'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2005 (DLS)
 CG0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0370 ***********************************************************************
 ES0370  DESIGNATION -  J 314
 ES0370  PID         -  ES0370
 ES0370  STATE/COUNTY-  AZ/YAVAPAI
 ES0370  USGS QUAD   -  TULE MESA (1967)
 ES0370
 ES0370                         *CURRENT SURVEY CONTROL
 ES0370  ___________________________________________________________________
 ES0370* NAD 83(1986)-  34 22 07.     (N)    111 51 33.     (W)     SCALED    
 ES0370* NAVD 88     -      1726.12   (+/-2cm)    5663.1    (feet)  VERTCON   
 ES0370  ___________________________________________________________________
 ES0370  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ES0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0370
 ES0370.The horizontal coordinates were scaled from a topographic map and have
 ES0370.an estimated accuracy of +/- 6 seconds.
 ES0370
 ES0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0370.The vertical order pertains to the NGVD 29 superseded value.
 ES0370
 ES0370.The geoid height was determined by GEOID03.
 ES0370
 ES0370;                    North         East    Units  Estimated Accuracy
 ES0370;SPC AZ C     -   373,540.      218,650.      MT  (+/- 180 meters Scaled)
 ES0370
 ES0370                          SUPERSEDED SURVEY CONTROL
 ES0370
 ES0370  NGVD 29 (??/??/92) 1725.334  (m)         5660.53   (f) ADJ UNCH    2 0
 ES0370
 ES0370.Superseded values are not recommended for survey control.
 ES0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0370.See file dsdata.txt to determine how the superseded data were derived.
 ES0370
 ES0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD210033(NAD 83)
 ES0370_MARKER: DB = BENCH MARK DISK
 ES0370_SETTING: 66 = SET IN ROCK OUTCROP
 ES0370_SP_SET: OUTCROP
 ES0370_STAMPING: J 314 1952
 ES0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0370+STABILITY: POSITION/ELEVATION WELL
 ES0370
 ES0370  HISTORY     - Date     Condition        Report By
 ES0370  HISTORY     - 1952     MONUMENTED       CGS
 ES0370
 ES0370                          STATION DESCRIPTION
 ES0370
 ES0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0370'8.8 MI E FROM DUGAS.
 ES0370'8.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.35 MILE
 ES0370'SOUTH OF A DIRT RESERVOIR, IN A LARGE GRASSY FLAT, ABOUT 90 YARDS
 ES0370'NORTH OF A 3 FEET JUNIPER TREE, ABOUT 75 YARDS SOUTH OF A T IN A FENCE
 ES0370'LINE, IN TOP OF THE CENTER OF A 9-FOOT BY 3-FOOT OUTCROP PROJECTING 2
 ES0370'FEET ABOVE THE GROUND, 31 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 ES0370'LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0536 ***********************************************************************
 ET0536  DESIGNATION -  J 315
 ET0536  PID         -  ET0536
 ET0536  STATE/COUNTY-  AZ/YAVAPAI
 ET0536  USGS QUAD   -  SKULL VALLEY (1979)
 ET0536
 ET0536                         *CURRENT SURVEY CONTROL
 ET0536  ___________________________________________________________________
 ET0536* NAD 83(1986)-  34 31 31.     (N)    112 41 15.     (W)     SCALED    
 ET0536* NAVD 88     -      1362.822  (meters)    4471.19   (feet)  POSTED    
 ET0536  ___________________________________________________________________
 ET0536  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 ET0536  DYNAMIC HT  -        1361.010 (meters)    4465.25  (feet)  COMP
 ET0536  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 ET0536
 ET0536  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0536
 ET0536.The horizontal coordinates were scaled from a topographic map and have
 ET0536.an estimated accuracy of +/- 6 seconds.
 ET0536
 ET0536.The orthometric height was determined by differential leveling
 ET0536.and adjusted in November 2005.
 ET0536.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0536.rate of 1.1 thru 2.0 mm/km.
 ET0536
 ET0536.The geoid height was determined by GEOID03.
 ET0536
 ET0536.The dynamic height is computed by dividing the NAVD 88
 ET0536.geopotential number by the normal gravity value computed on the
 ET0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0536.degrees latitude (g = 980.6199 gals.).
 ET0536
 ET0536.The modeled gravity was interpolated from observed gravity values.
 ET0536
 ET0536;                    North         East    Units  Estimated Accuracy
 ET0536;SPC AZ C     -   391,190.      142,590.      MT  (+/- 180 meters Scaled)
 ET0536
 ET0536                          SUPERSEDED SURVEY CONTROL
 ET0536
 ET0536  NGVD 29 (??/??/92) 1362.015  (m)         4468.54   (f) ADJ UNCH    2 0
 ET0536
 ET0536.Superseded values are not recommended for survey control.
 ET0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0536.See file dsdata.txt to determine how the superseded data were derived.
 ET0536
 ET0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD451216(NAD 83)
 ET0536_MARKER: DB = BENCH MARK DISK
 ET0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0536_SP_SET: MONUMENT
 ET0536_STAMPING: J 315 1952
 ET0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0536
 ET0536  HISTORY     - Date     Condition        Report By
 ET0536  HISTORY     - 1952     MONUMENTED       CGS
 ET0536  HISTORY     - 1974     GOOD             USGS
 ET0536
 ET0536                          STATION DESCRIPTION
 ET0536
 ET0536'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0536'2.4 MI N FROM SKULL VALLEY.
 ET0536'FROM THE PO AT SKULL VALLEY GO 2.1 MI. NORTH ALONG THE PAVED RD.
 ET0536'TOWARD FRESCOTT TO A REVERSE Y-RD. TO THE SOUTH, GO RIGHT ON THE
 ET0536'GRADED DIRT RD., 0.3 MI. TO A Y-RD. FORMED BY THE PRESENT RD. AND THE
 ET0536'OLD ABANDON HIGHWAY, IN THE SOUTH PART OF THE TRIANGLE FORMED BY THESE
 ET0536'RDS, 90 FT. WEST OF THE DIRT RD., 40 FT. EAST OF THE CENTER LINE OF
 ET0536'THE ABANDON RD. AND JUST NORTH OF THE CROSS RD.  BETWEEN THEM, THE BM
 ET0536'IN A STANDARD CONCRETE MON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0310 ***********************************************************************
 ET0310  DESIGNATION -  J 316
 ET0310  PID         -  ET0310
 ET0310  STATE/COUNTY-  AZ/YAVAPAI
 ET0310  USGS QUAD   -  ESTLER PEAK (1974)
 ET0310
 ET0310                         *CURRENT SURVEY CONTROL
 ET0310  ___________________________________________________________________
 ET0310* NAD 83(1986)-  34 24 03.     (N)    112 06 11.     (W)     SCALED    
 ET0310* NAVD 88     -      1185.14   (+/-2cm)    3888.2    (feet)  VERTCON   
 ET0310  ___________________________________________________________________
 ET0310  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0310
 ET0310.The horizontal coordinates were scaled from a topographic map and have
 ET0310.an estimated accuracy of +/- 6 seconds.
 ET0310
 ET0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0310.The vertical order pertains to the NGVD 29 superseded value.
 ET0310
 ET0310.The geoid height was determined by GEOID03.
 ET0310
 ET0310;                    North         East    Units  Estimated Accuracy
 ET0310;SPC AZ C     -   377,130.      196,220.      MT  (+/- 180 meters Scaled)
 ET0310
 ET0310                          SUPERSEDED SURVEY CONTROL
 ET0310
 ET0310  NGVD 29 (??/??/92) 1184.432  (m)         3885.92   (f) ADJ UNCH    2 0
 ET0310
 ET0310.Superseded values are not recommended for survey control.
 ET0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0310.See file dsdata.txt to determine how the superseded data were derived.
 ET0310
 ET0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD986071(NAD 83)
 ET0310_MARKER: DB = BENCH MARK DISK
 ET0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0310_STAMPING: J 316 1952
 ET0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0310+STABILITY: SURFACE MOTION
 ET0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0310+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 ET0310
 ET0310  HISTORY     - Date     Condition        Report By
 ET0310  HISTORY     - 1952     MONUMENTED       CGS
 ET0310  HISTORY     - 20040808 GOOD             USPSQD
 ET0310  HISTORY     - 20080613 GOOD             GEOCAC
 ET0310
 ET0310                          STATION DESCRIPTION
 ET0310
 ET0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0310'10.3 MI SE FROM MAYER.
 ET0310'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0310'MAYER, THENCE 8.5 MILES EAST ALONG A GRADED COUNTY ROAD, 0.1 MILE EAST
 ET0310'OF A DRY WASH CROSSING THE ROAD, 9.7 MILES WEST OF THE DUGAS RANCH, IN
 ET0310'A Y FORMED BY TWO ROADS, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ET0310'COUNTY ROAD, 27 FEET NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 3
 ET0310'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 ET0310'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ET0310'GROUND.
 ET0310
 ET0310                          STATION RECOVERY (2004)
 ET0310
 ET0310'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0310'MARK IN GOOD SHAPE
 ET0310
 ET0310                          STATION RECOVERY (2008)
 ET0310
 ET0310'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0310'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0310'THE DESCRIPTION - THE GRADED COUNTRY ROAD IS OLD SYCAMORE ROAD, THE Y
 ET0310'INTERSECTION IS NO LONGER DISCERNABLE, AND THE WITNESS POST WAS NOT
 ET0310'FOUND. HANDHELD COORDINATES
 ET0310'34 24 03.7 (N)   112 06 10.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0098 ***********************************************************************
 CZ0098  DESIGNATION -  J 317
 CZ0098  PID         -  CZ0098
 CZ0098  STATE/COUNTY-  AZ/PIMA
 CZ0098  USGS QUAD   -  VAIL (1981)
 CZ0098
 CZ0098                         *CURRENT SURVEY CONTROL
 CZ0098  ___________________________________________________________________
 CZ0098* NAD 83(1986)-  32 04 01.     (N)    110 44 31.     (W)     SCALED    
 CZ0098* NAVD 88     -       955.33   (+/-2cm)    3134.3    (feet)  VERTCON   
 CZ0098  ___________________________________________________________________
 CZ0098  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CZ0098  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0098
 CZ0098.The horizontal coordinates were scaled from a topographic map and have
 CZ0098.an estimated accuracy of +/- 6 seconds.
 CZ0098
 CZ0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0098.The vertical order pertains to the NGVD 29 superseded value.
 CZ0098
 CZ0098.The geoid height was determined by GEOID03.
 CZ0098
 CZ0098;                    North         East    Units  Estimated Accuracy
 CZ0098;SPC AZ C     -   118,890.      324,280.      MT  (+/- 180 meters Scaled)
 CZ0098
 CZ0098                          SUPERSEDED SURVEY CONTROL
 CZ0098
 CZ0098  NGVD 29 (??/??/92)  954.615  (m)         3131.93   (f) ADJ UNCH    1 2
 CZ0098
 CZ0098.Superseded values are not recommended for survey control.
 CZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0098.See file dsdata.txt to determine how the superseded data were derived.
 CZ0098
 CZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA243478(NAD 83)
 CZ0098_MARKER: DB = BENCH MARK DISK
 CZ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0098_STAMPING: J 317 1952
 CZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0098+STABILITY: SURFACE MOTION
 CZ0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0098+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 CZ0098
 CZ0098  HISTORY     - Date     Condition        Report By
 CZ0098  HISTORY     - 1952     MONUMENTED       CGS
 CZ0098  HISTORY     - 20031221 GOOD             GEOCAC
 CZ0098  HISTORY     - 20061215 GOOD             GEOCAC
 CZ0098
 CZ0098                          STATION DESCRIPTION
 CZ0098
 CZ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0098'2.2 MI NW FROM VAIL.
 CZ0098'2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0098'RAILROAD STATION AT VAIL, DIRECTLY IN LINE WITH A TELEGRAPH LINE, 0.15
 CZ0098'MILE NORTHWEST OF A TELEGRAPH LINE CROSSING, 47.4 FEET SOUTHWEST OF
 CZ0098'THE SOUTHWEST RAIL, 2.3 FEET EAST OF THE TELEGRAPH POLE, 3.3 FEET WEST
 CZ0098'OF THE WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT
 CZ0098'ABOVE AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 CZ0098
 CZ0098                          STATION RECOVERY (2003)
 CZ0098
 CZ0098'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0098'THE TELEGRAPH POLES AND LINES HAVE BEEN REMOVED.
 CZ0098
 CZ0098                          STATION RECOVERY (2006)
 CZ0098
 CZ0098'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0098'FOUND AS DESCRIPTION STATES. SCALED COORDINATES WERE OFF AND MY
 CZ0098'READINGS ON A GPSMAP 60CX WERE N 32 04.015 W 110 44.529
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0878 ***********************************************************************
 CZ0878  DESIGNATION -  J 318
 CZ0878  PID         -  CZ0878
 CZ0878  STATE/COUNTY-  AZ/PIMA
 CZ0878  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0878
 CZ0878                         *CURRENT SURVEY CONTROL
 CZ0878  ___________________________________________________________________
 CZ0878* NAD 83(1986)-  32 28 22.     (N)    111 48 56.     (W)     SCALED    
 CZ0878* NAVD 88     -       512.19   (+/-2cm)    1680.4    (feet)  VERTCON   
 CZ0878  ___________________________________________________________________
 CZ0878  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0878
 CZ0878.The horizontal coordinates were scaled from a topographic map and have
 CZ0878.an estimated accuracy of +/- 6 seconds.
 CZ0878
 CZ0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0878.The vertical order pertains to the NGVD 29 superseded value.
 CZ0878
 CZ0878.The geoid height was determined by GEOID03.
 CZ0878
 CZ0878;                    North         East    Units  Estimated Accuracy
 CZ0878;SPC AZ C     -   163,290.      222,860.      MT  (+/- 180 meters Scaled)
 CZ0878
 CZ0878                          SUPERSEDED SURVEY CONTROL
 CZ0878
 CZ0878  NGVD 29 (??/??/92)  511.623  (m)         1678.55   (f) ADJ UNCH    2 0
 CZ0878
 CZ0878.Superseded values are not recommended for survey control.
 CZ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0878.See file dsdata.txt to determine how the superseded data were derived.
 CZ0878
 CZ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA233931(NAD 83)
 CZ0878_MARKER: DB = BENCH MARK DISK
 CZ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0878_STAMPING: J 318 1952
 CZ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0878+STABILITY: SURFACE MOTION
 CZ0878
 CZ0878  HISTORY     - Date     Condition        Report By
 CZ0878  HISTORY     - 1952     MONUMENTED       CGS
 CZ0878
 CZ0878                          STATION DESCRIPTION
 CZ0878
 CZ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0878'12.1 MI E FROM KOMELIH.
 CZ0878'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0878'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 1.05 MILES SOUTH
 CZ0878'ALONG A DIM TRACK ROAD 1.05 MILES SOUTH-SOUTHEAST OF B.M. H 23 (USGS),
 CZ0878'ABOUT 200 YARDS EAST OF THE EAST EDGE OF A LARGE MEADOW-LIKE CLEARING,
 CZ0878'ABOUT 200 YARDS NORTH OF TWO LARGE PALO VERDE TREES, ON A MESQUITE
 CZ0878'COVERED FLAT, 15 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ0878'THE ROAD, 3.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ0878'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0051 ***********************************************************************
 DA0051  DESIGNATION -  J 319
 DA0051  PID         -  DA0051
 DA0051  STATE/COUNTY-  AZ/MARICOPA
 DA0051  USGS QUAD   -  JOHNSON WELL (1986)
 DA0051
 DA0051                         *CURRENT SURVEY CONTROL
 DA0051  ___________________________________________________________________
 DA0051* NAD 83(1986)-  32 41 13.     (N)    112 15 26.     (W)     SCALED    
 DA0051* NAVD 88     -       637.51   (+/-2cm)    2091.6    (feet)  VERTCON   
 DA0051  ___________________________________________________________________
 DA0051  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0051
 DA0051.The horizontal coordinates were scaled from a topographic map and have
 DA0051.an estimated accuracy of +/- 6 seconds.
 DA0051
 DA0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0051.The vertical order pertains to the NGVD 29 superseded value.
 DA0051
 DA0051.The geoid height was determined by GEOID03.
 DA0051
 DA0051;                    North         East    Units  Estimated Accuracy
 DA0051;SPC AZ C     -   187,090.      181,430.      MT  (+/- 180 meters Scaled)
 DA0051
 DA0051                          SUPERSEDED SURVEY CONTROL
 DA0051
 DA0051  NGVD 29 (??/??/92)  636.841  (m)         2089.37   (f) ADJ UNCH    2 0
 DA0051
 DA0051.Superseded values are not recommended for survey control.
 DA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0051.See file dsdata.txt to determine how the superseded data were derived.
 DA0051
 DA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB821172(NAD 83)
 DA0051_MARKER: DB = BENCH MARK DISK
 DA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0051_STAMPING: J 319 1952
 DA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0051+STABILITY: SURFACE MOTION
 DA0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0051+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0051
 DA0051  HISTORY     - Date     Condition        Report By
 DA0051  HISTORY     - 1952     MONUMENTED       CGS
 DA0051  HISTORY     - 20090206 GOOD             GEOCAC
 DA0051
 DA0051                          STATION DESCRIPTION
 DA0051
 DA0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0051'6.7 MI SE FROM STOUTS WELL.
 DA0051'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 5.3
 DA0051'MILES SOUTHEAST ALONG A TRACK ROAD, 80 YARDS NORTHWEST OF A LONE PALO
 DA0051'VERDE TREE, ON A WIDE MESQUITE COVERED FLAT, 16-1/2 FEET NORTHEAST OF
 DA0051'THE CENTERLINE OF THE ROAD, 2.3 FEET NORTHWEST OF A WITNESS POST, AND
 DA0051'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0051'GROUND, AND LEVEL WITH THE ROAD.
 DA0051
 DA0051                          STATION RECOVERY (2009)
 DA0051
 DA0051'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0051'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0051'32 41 14.2 (N)   112 15 27.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0251 ***********************************************************************
 FQ0251  DESIGNATION -  J 32
 FQ0251  PID         -  FQ0251
 FQ0251  STATE/COUNTY-  AZ/COCONINO
 FQ0251  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0251
 FQ0251                         *CURRENT SURVEY CONTROL
 FQ0251  ___________________________________________________________________
 FQ0251* NAD 83(2007)-  35 08 22.87503(N)    111 40 19.41833(W)     ADJUSTED  
 FQ0251* NAVD 88     -      2136.119  (meters)    7008.25   (feet)  ADJUSTED  
 FQ0251  ___________________________________________________________________
 FQ0251  EPOCH DATE  -        2007.00
 FQ0251  X           -  -1,928,913.120 (meters)                     COMP
 FQ0251  Y           -  -4,854,033.214 (meters)                     COMP
 FQ0251  Z           -   3,651,766.727 (meters)                     COMP
 FQ0251  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FQ0251  ELLIP HEIGHT-        2112.872 (meters)          (02/10/07) ADJUSTED
 FQ0251  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0251  DYNAMIC HT  -        2133.069 (meters)    6998.24  (feet)  COMP
 FQ0251
 FQ0251  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0251  Type    PID    Designation                      North   East  Ellip
 FQ0251  -------------------------------------------------------------------
 FQ0251  NETWORK FQ0251 J 32                              0.45   0.39   1.04
 FQ0251  -------------------------------------------------------------------
 FQ0251  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 FQ0251
 FQ0251  VERT ORDER  -  FIRST     CLASS II
 FQ0251
 FQ0251.This mark is at Flagstaff Pulliam Airport (FLG)
 FQ0251
 FQ0251.The horizontal coordinates were established by GPS observations
 FQ0251.and adjusted by the National Geodetic Survey in February 2007.
 FQ0251
 FQ0251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0251.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0251.The epoch date for horizontal control is a decimal equivalence
 FQ0251.of Year/Month/Day.
 FQ0251
 FQ0251.The orthometric height was determined by differential leveling
 FQ0251.and adjusted in June 1991.
 FQ0251.WARNING-GPS observations at this control monument resulted in a GPS
 FQ0251.derived orthometric height which differed from the leveled height by
 FQ0251.more than one decimeter (0.1 meter).
 FQ0251
 FQ0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0251
 FQ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0251
 FQ0251.The ellipsoidal height was determined by GPS observations
 FQ0251.and is referenced to NAD 83.
 FQ0251
 FQ0251.The geoid height was determined by GEOID03.
 FQ0251
 FQ0251.The dynamic height is computed by dividing the NAVD 88
 FQ0251.geopotential number by the normal gravity value computed on the
 FQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0251.degrees latitude (g = 980.6199 gals.).
 FQ0251
 FQ0251.The modeled gravity was interpolated from observed gravity values.
 FQ0251
 FQ0251;                    North         East     Units Scale Factor Converg.
 FQ0251;SPC AZ C     -   459,097.243   235,649.416   MT  0.99990612   +0 08 26.8
 FQ0251;SPC AZ C     - 1,506,224.55    773,128.01   iFT  0.99990612   +0 08 26.8
 FQ0251;UTM  12      - 3,888,740.728   438,777.279   MT  0.99964619   -0 23 12.6
 FQ0251
 FQ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0251!SPC AZ C     -   0.99966846  x   0.99990612  =   0.99957462
 FQ0251!UTM  12      -   0.99966846  x   0.99964619  =   0.99931477
 FQ0251
 FQ0251                          SUPERSEDED SURVEY CONTROL
 FQ0251
 FQ0251  ELLIP H (01/12/01) 2112.892  (m)                       GP(       ) 4 1
 FQ0251  NAD 83(1992)-  35 08 22.87423(N)    111 40 19.41720(W) AD(       ) 1
 FQ0251  ELLIP H (03/14/97) 2112.960  (m)                       GP(       ) 3 1
 FQ0251  NGVD 29 (??/??/92) 2135.088  (m)         7004.87   (f) ADJ UNCH    1 2
 FQ0251
 FQ0251.Superseded values are not recommended for survey control.
 FQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0251.See file dsdata.txt to determine how the superseded data were derived.
 FQ0251
 FQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3877788741(NAD 83)
 FQ0251_MARKER: DB = BENCH MARK DISK
 FQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0251_STAMPING: J 32 1933 7004.868
 FQ0251_MARK LOGO: CGS   
 FQ0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0251+STABILITY: SURFACE MOTION
 FQ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0251+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1997
 FQ0251
 FQ0251  HISTORY     - Date     Condition        Report By
 FQ0251  HISTORY     - 1933     MONUMENTED       CGS
 FQ0251  HISTORY     - 1959     GOOD             NGS
 FQ0251  HISTORY     - 1966     GOOD             NGS
 FQ0251  HISTORY     - 1981     GOOD             USGS
 FQ0251  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0251  HISTORY     - 19940615 GOOD             NGS
 FQ0251  HISTORY     - 19960514 POOR             CHANCE
 FQ0251  HISTORY     - 19970606 POOR             NGS
 FQ0251
 FQ0251                          STATION DESCRIPTION
 FQ0251
 FQ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0251'3.0 MI S FROM FLAGSTAFF.
 FQ0251'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0251'STATION AT FLAGSTAFF, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0251'THENCE EASTERLY 0.7 MILE ALONG THE ROAD LEADING TO THE FLAGSTAFF
 FQ0251'MUNICIPAL AIRPORT, THENCE ABOUT 0.2 MILE NORTH OF THE TERMINAL
 FQ0251'BUILDING AT THE AIRPORT, ABOUT 100 FEET WEST OF THE TAXI STRIP, 16
 FQ0251'FEET EAST OF THE FENCE, 1 FOOT EAST OF THE WITNESS POST, SET IN THE
 FQ0251'TOP OF A CONCRETE POST THAT PROJECTS 10 INCHES.  NOTE-- THE MARK IS
 FQ0251'APPROXIMATELY 225 FEET WEST OF TAXI STRIP AND IS 0.35 MILE NORTH OF
 FQ0251'THE TERMINAL BUILDING AT THE AIRPORT.
 FQ0251
 FQ0251                          STATION RECOVERY (1966)
 FQ0251
 FQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FQ0251'RECOVERED IN GOOD CONDITION.
 FQ0251
 FQ0251                          STATION RECOVERY (1981)
 FQ0251
 FQ0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FQ0251'RECOVERED IN GOOD CONDITION.
 FQ0251
 FQ0251                          STATION RECOVERY (1982)
 FQ0251
 FQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0251'NOT RECOVERED.
 FQ0251
 FQ0251                          STATION RECOVERY (1994)
 FQ0251
 FQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FQ0251'THE STATION IS LOCATED AT ABOUT MID-FIELD ALONG THE NW SIDE OF THE
 FQ0251'RUNWAY.  IT IS ABOUT 600 FT (182.9 M) SOUTH OF THE CONTROL TOWER, 350
 FQ0251'FT (106.7 M) EAST OF THE POLICE RESCUE HANGAR, 225 FT (68.6 M) NW OF
 FQ0251'THE NW EDGE OF THE PARALLEL TAXIWAY, 163 FT (49.7 M) NE OF THE
 FQ0251'CENTERLINE OF THE TAXIWAY LEADING TO THE POLICE HANGAR AND 4.6 FT (1.4
 FQ0251'M) SE OF A METAL WITNESS POST.  THE STATION IS A BENCH MARK DISK IN A
 FQ0251'SQUARE CONCRETE POST PROJECTING 0.5 FT (15.2 CM) AND STAMPED J 32 1933
 FQ0251'7004.868.
 FQ0251
 FQ0251                          STATION RECOVERY (1996)
 FQ0251
 FQ0251'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 FQ0251'RECOVERED IN POOR CONDITION - CONCRETE POST FOUND CRACKED, BENCH MARK
 FQ0251'STABLE.  CRACKS SEALED AT TIME OF SURVEY.  A NEW AND COMPLETE
 FQ0251'DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35
 FQ0251'MI) SOUTH-SOUTHWEST OF THE CITY OF FLAGSTAFF AT THE FLAGSTAFF PULLIAM
 FQ0251'AIRPORT.  OWNERSHIP -- CITY OF FLAGSTAFF, KEN PATRICK - LEADPERSON,
 FQ0251'PHONE (520) 774-1422 TO REACH THE STATION FROM THE JUNCTION OF
 FQ0251'INTERSTATE 17 AND INTERSTATE 40 SOUTH OF FLAGSTAFF (INTERCHANGE 195 ON
 FQ0251'INTERSTATE 40) , GO SOUTH ON INTERSTATE 17 FOR 4.2 KM (2.60 MI) TO
 FQ0251'EXIT 337.  TURN LEFT AT END OF EXIT RAMP AND PROCEED EAST FOR 0.15 KM
 FQ0251'(0.10 MI) FOLLOWING THE ROAD TO THE AIRPORT TERMINAL BUILDING CROSSING
 FQ0251'OVER INTERSTATE 17 TO THE JUNCTION WITH W SHAMRELL BOULEVARD.  TURN
 FQ0251'RIGHT AND GO SOUTH-SOUTHEAST ON W SHAMRELL BOULEVARD TO THE AIRPORT
 FQ0251'OPERATIONS BUILDING (BLDG 6619) AND ACCESS GATE.  PROCEED THROUGH
 FQ0251'ACCESS GATE AND CONTINUE SOUTHEAST ACROSS APRON TO TAXIWAY F.  TURN
 FQ0251'LEFT AT TAXIWAY A AND GO NORTHEAST 0.5 KM (0.30 MI) ALONG TAXIWAY A TO
 FQ0251'THE JUNCTION WITH TAXIWAY C AND THE STATION ON THE LEFT APPROXIMATELY
 FQ0251'70 M (229.7 FT) FROM FROM THE NORTHWEST EDGE OF TAXIWAY A THE STATION
 FQ0251'IS A BENCH MARK DISK SET INTO THE TOP OF A SQUARE CONCRETE POST
 FQ0251'PROJECTING 0.2 M (0.7 FT) ABOVE GROUND LEVEL.  THE STATION IS LOCATED
 FQ0251'APPROXIMATELY 183 M (600.4 FT) SOUTH OF THE CONTROL TOWER, 107 M
 FQ0251'(351.0 FT) EAST OF THE POLICE HANGAR, 49.7 M (163.1 FT) NORTHEAST OF
 FQ0251'THE CENTERLINE OF THE TAXIWAY LEADING TO THE POLICE HANGAR, AND 1.4 M
 FQ0251'(4.6 FT) SOUTHEAST OF A METAL WITNESS POST
 FQ0251
 FQ0251                          STATION RECOVERY (1997)
 FQ0251
 FQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06JUN1997 (WCW) .  RECOVERED
 FQ0251'IN POOR CONDITION WITH 1/2 TO 3/4 INCH CRACKS IN SQUARE CONCRETE POST
 FQ0251'SEALED WITH NONSTRUCTURAL BUTYL SEALER.  SOME SEALER FOUND PEELING OFF
 FQ0251'DUE TO LICHENS.  ALL SEALER MANUALLY REMOVED, LICHENS KILLED WITH
 FQ0251'BLEACH, AND CRACKS SEALED WITH NONSHRINK PORTLAND GROUT (ROCKTITE) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0117 ***********************************************************************
 GO0117  DESIGNATION -  J 32
 GO0117  PID         -  GO0117
 GO0117  STATE/COUNTY-  AZ/APACHE
 GO0117  USGS QUAD   -  ROUGH ROCK (1968)
 GO0117
 GO0117                         *CURRENT SURVEY CONTROL
 GO0117  ___________________________________________________________________
 GO0117* NAD 83(1986)-  36 24 33.     (N)    109 46 02.     (W)     SCALED    
 GO0117* NAVD 88     -      1759.297  (meters)    5771.96   (feet)  ADJUSTED  
 GO0117  ___________________________________________________________________
 GO0117  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GO0117  DYNAMIC HT  -        1757.078 (meters)    5764.68  (feet)  COMP
 GO0117  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 GO0117
 GO0117  VERT ORDER  -  FIRST     CLASS II
 GO0117
 GO0117.The horizontal coordinates were scaled from a topographic map and have
 GO0117.an estimated accuracy of +/- 6 seconds.
 GO0117
 GO0117.The orthometric height was determined by differential leveling
 GO0117.and adjusted in June 1991.
 GO0117
 GO0117.The geoid height was determined by GEOID03.
 GO0117
 GO0117.The dynamic height is computed by dividing the NAVD 88
 GO0117.geopotential number by the normal gravity value computed on the
 GO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0117.degrees latitude (g = 980.6199 gals.).
 GO0117
 GO0117.The modeled gravity was interpolated from observed gravity values.
 GO0117
 GO0117;                    North         East    Units  Estimated Accuracy
 GO0117;SPC AZ E     -   599,990.      249,190.      MT  (+/- 180 meters Scaled)
 GO0117
 GO0117                          SUPERSEDED SURVEY CONTROL
 GO0117
 GO0117  NGVD 29 (??/??/92) 1758.370  (m)         5768.92   (f) ADJ UNCH    1 2
 GO0117
 GO0117.Superseded values are not recommended for survey control.
 GO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0117.See file dsdata.txt to determine how the superseded data were derived.
 GO0117
 GO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF105300(NAD 83)
 GO0117_MARKER: DB = BENCH MARK DISK
 GO0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0117_STAMPING: J 32 1933
 GO0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0117+STABILITY: SURFACE MOTION
 GO0117
 GO0117  HISTORY     - Date     Condition        Report By
 GO0117  HISTORY     - 1933     MONUMENTED       CGS
 GO0117  HISTORY     - 1934     GOOD             NGS
 GO0117
 GO0117                          STATION DESCRIPTION
 GO0117
 GO0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0117'27.7 MI NW FROM CHIN LEE.
 GO0117'27.7 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0117'ROAD, 5.4 MILES EAST OF THE WEST JUNCTION TO ROUGH ROCK SPRINGS, AT
 GO0117'THE EAST ROAD JUNCTION TO ROUGH ROCK SPRINGS, A STANDARD DISK SET IN
 GO0117'THE TOP OF A CONCRETE POST WHICH IS SET 150 FEET WEST OF THE JUNCTION,
 GO0117'33 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, AND 20 FEET NORTH OF
 GO0117'THE CENTERLINE OF THE ROAD TO ROUGH ROCK SPRINGS, AND ABOUT 6 INCHES
 GO0117'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0758 ***********************************************************************
 DA0758  DESIGNATION -  J 320
 DA0758  PID         -  DA0758
 DA0758  STATE/COUNTY-  AZ/MARICOPA
 DA0758  USGS QUAD   -  THEBA (1973)
 DA0758
 DA0758                         *CURRENT SURVEY CONTROL
 DA0758  ___________________________________________________________________
 DA0758* NAD 83(1986)-  32 53 59.     (N)    112 59 58.     (W)     SCALED    
 DA0758* NAVD 88     -       223.991  (meters)     734.88   (feet)  ADJUSTED  
 DA0758  ___________________________________________________________________
 DA0758  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0758  DYNAMIC HT  -         223.733 (meters)     734.03  (feet)  COMP
 DA0758  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 DA0758
 DA0758  VERT ORDER  -  FIRST     CLASS II
 DA0758
 DA0758.The horizontal coordinates were scaled from a topographic map and have
 DA0758.an estimated accuracy of +/- 6 seconds.
 DA0758
 DA0758.The orthometric height was determined by differential leveling
 DA0758.and adjusted in June 1991.
 DA0758
 DA0758.The geoid height was determined by GEOID03.
 DA0758
 DA0758.The dynamic height is computed by dividing the NAVD 88
 DA0758.geopotential number by the normal gravity value computed on the
 DA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0758.degrees latitude (g = 980.6199 gals.).
 DA0758
 DA0758.The modeled gravity was interpolated from observed gravity values.
 DA0758
 DA0758;                    North         East    Units  Estimated Accuracy
 DA0758;SPC AZ C     -   211,150.      112,060.      MT  (+/- 180 meters Scaled)
 DA0758
 DA0758                          SUPERSEDED SURVEY CONTROL
 DA0758
 DA0758.No superseded survey control is available for this station.
 DA0758
 DA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB129419(NAD 83)
 DA0758_MARKER: DB = BENCH MARK DISK
 DA0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0758_STAMPING: J 320 1952
 DA0758_MARK LOGO: CGS   
 DA0758_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0758+STABILITY: SURFACE MOTION
 DA0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0758+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0758
 DA0758  HISTORY     - Date     Condition        Report By
 DA0758  HISTORY     - 1952     MONUMENTED       CGS
 DA0758  HISTORY     - 1960     GOOD             NGS
 DA0758  HISTORY     - 1980     GOOD             NGS
 DA0758  HISTORY     - 1980     GOOD             NGS
 DA0758  HISTORY     - 20060128 GOOD             USPSQD
 DA0758  HISTORY     - 20060128 GOOD             USPSQD
 DA0758
 DA0758                          STATION DESCRIPTION
 DA0758
 DA0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0758'12.8 MI E FROM SENTINEL.
 DA0758'12.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0758'WATER TANK AT SENTINEL, 3 POLES NORTHWEST OF BRIDGE NO. 838.83, 38.5
 DA0758'FEET NORTH OF THE NORTH RAIL, 2.5 FEET WEST OF MILEPOST 839, 1.9 FEET
 DA0758'EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN
 DA0758'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0758'NOTE-- 1.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DA0758'FROM THE STATION SIGN AT PIEDRA, AT MILEPOST 839, 40 FEET NORTH OF THE
 DA0758'TRACKS.
 DA0758
 DA0758                          STATION RECOVERY (1960)
 DA0758
 DA0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0758'RECOVERED IN GOOD CONDITION.
 DA0758
 DA0758                          STATION RECOVERY (1980)
 DA0758
 DA0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0758'20.7 KM (12.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0758'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, ALSO
 DA0758'27.4 KM (17.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0758'THE MARTIN AVENUE CROSSING IN GILA BEND, AT RAILROAD MILEPOLE 839, 7
 DA0758'POLES SOUTHWEST OF A RAILROAD SEMAPHORE, 12.2 METERS (40.0 FT)
 DA0758'NORTHWEST OF THE NORTHWEST RAIL, 0.8 METERS (2.5 FT) SOUTHWEST OF THE
 DA0758'MILEPOLE.
 DA0758'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0758'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0758
 DA0758                          STATION RECOVERY (1980)
 DA0758
 DA0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0758'20.7 KM (12.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0758'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, ALSO
 DA0758'27.4 KM (17.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0758'THE MARTIN AVENUE CROSSING IN GILA BEND, AT RAILROAD MILEPOLE 839, 7
 DA0758'POLES SOUTHWEST OF A RAILROAD SEMAPHORE, 12.2 METERS (40.0 FT)
 DA0758'NORTHWEST OF THE NORTHWEST RAIL, 0.8 METERS (2.5 FT) SOUTHWEST OF THE
 DA0758'MILEPOLE.
 DA0758'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0758'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0758
 DA0758                          STATION RECOVERY (2006)
 DA0758
 DA0758'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0758'RECOVERED AS DESCRIBED.
 DA0758
 DA0758                          STATION RECOVERY (2006)
 DA0758
 DA0758'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0758'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8624 ***********************************************************************
 DE8624  DESIGNATION -  J 321 RESET
 DE8624  PID         -  DE8624
 DE8624  STATE/COUNTY-  AZ/MARICOPA
 DE8624  USGS QUAD   -  AZTEC SE (1982)
 DE8624
 DE8624                         *CURRENT SURVEY CONTROL
 DE8624  ___________________________________________________________________
 DE8624* NAD 83(1986)-  32 50 33.     (N)    113 17 47.     (W)     SCALED    
 DE8624* NAVD 88     -       169.78   (meters)     557.0    (feet)  RESET     
 DE8624  ___________________________________________________________________
 DE8624  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE8624  VERT ORDER  -  THIRD
 DE8624
 DE8624.The horizontal coordinates were scaled from a topographic map and have
 DE8624.an estimated accuracy of +/- 6 seconds.
 DE8624
 DE8624.The orthometric height was computed from unverified reset data.
 DE8624.No vertical observational check was made to the station.
 DE8624
 DE8624.The geoid height was determined by GEOID03.
 DE8624
 DE8624;                    North         East    Units  Estimated Accuracy
 DE8624;SPC AZ C     -   205,130.       84,200.      MT  (+/- 180 meters Scaled)
 DE8624
 DE8624                          SUPERSEDED SURVEY CONTROL
 DE8624
 DE8624.No superseded survey control is available for this station.
 DE8624
 DE8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB850361(NAD 83)
 DE8624_MARKER: DV = VERTICAL CONTROL DISK
 DE8624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8624_STAMPING: J 321 RESET 2002
 DE8624_MARK LOGO: NGS   
 DE8624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8624+STABILITY: SURFACE MOTION
 DE8624
 DE8624  HISTORY     - Date     Condition        Report By
 DE8624  HISTORY     - 2002     MONUMENTED       NGS
 DE8624
 DE8624                          STATION DESCRIPTION
 DE8624
 DE8624'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8624'TO REACH THE STATION GO , 8.3 KM (5.15 MI) SOUTHWEST ALONG THE
 DE8624'SOUTHERN PACIFIC RAILROAD FROM THE CENTER OF THE INTERSTATE HIGHWAY 8
 DE8624'OVERPASS IN SENTINEL, AT RAILROAD MILEPOST 821, 27.8 METERS (91.2 FT)
 DE8624'NORTHWEST AT THE NORTHWEST RAIL, 29.17 METERS (95.70 FT) SOUTHEAST OF
 DE8624'THE CENTERLINE OF THE EAST-BOND LANES OF THE INTERSTATE, 3.56 METERS
 DE8624'(11.68 FT) SOUTHEAST OF THE SOUTHEAST HIGHWAY RIGHT-OF-WAY FENCE, 0.8
 DE8624'METERS (2.6 FT) SOUTHWEST OF THE MILEPOLE.  THE MARK IS 0.6 METERS
 DE8624'(2.0 FT) EAST OF A WHITE CARSONITE POLE WITH A SURVEY MARKER SIGN. THE
 DE8624'MARK IS 1.1 M (3.6 FT) BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1090 ***********************************************************************
 DA1090  DESIGNATION -  J 323
 DA1090  PID         -  DA1090
 DA1090  STATE/COUNTY-  AZ/YUMA
 DA1090  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1090
 DA1090                         *CURRENT SURVEY CONTROL
 DA1090  ___________________________________________________________________
 DA1090* NAD 83(1986)-  32 44 53.     (N)    113 38 03.     (W)     SCALED    
 DA1090* NAVD 88     -       111.28   (+/-2cm)     365.1    (feet)  VERTCON   
 DA1090  ___________________________________________________________________
 DA1090  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1090  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1090
 DA1090.The horizontal coordinates were scaled from a topographic map and have
 DA1090.an estimated accuracy of +/- 6 seconds.
 DA1090
 DA1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1090.The vertical order pertains to the NGVD 29 superseded value.
 DA1090
 DA1090.The geoid height was determined by GEOID03.
 DA1090
 DA1090;                    North         East    Units  Estimated Accuracy
 DA1090;SPC AZ W     -   193,830.      224,220.      MT  (+/- 180 meters Scaled)
 DA1090
 DA1090                          SUPERSEDED SURVEY CONTROL
 DA1090
 DA1090  NGVD 29 (??/??/92)  110.664  (m)          363.07   (f) ADJ UNCH    1 2
 DA1090
 DA1090.Superseded values are not recommended for survey control.
 DA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1090.See file dsdata.txt to determine how the superseded data were derived.
 DA1090
 DA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB531264(NAD 83)
 DA1090_MARKER: DB = BENCH MARK DISK
 DA1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1090_STAMPING: J 323 1952
 DA1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1090+STABILITY: SURFACE MOTION
 DA1090
 DA1090  HISTORY     - Date     Condition        Report By
 DA1090  HISTORY     - 1952     MONUMENTED       CGS
 DA1090
 DA1090                          STATION DESCRIPTION
 DA1090
 DA1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1090'8.1 MI NE FROM MOHAWK.
 DA1090'7.4 MILES NORTHEAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1090'PACIFIC COMPANY RAILROAD STATION AT MOHAWK, THENCE 0.7 MILE SOUTHEAST
 DA1090'ALONG A GRAVEL ROAD TO STOVAL AIR FIELD, AT THE Y JUNCTION OF A GRAVEL
 DA1090'ROAD LEADING SOUTHEAST TO THE AIR FIELD AND A DIRT ROAD LEADING
 DA1090'SOUTHWEST, 149 FEET SOUTH OF THE JUNCTION OF THE TWO ROADS, 39 FEET
 DA1090'SOUTH OF A ROAD LEADING TO THE AIRFIELD, 60 FEET NORTHEAST OF THE DIRT
 DA1090'ROAD, LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 DA1090'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8625 ***********************************************************************
 DE8625  DESIGNATION -  J 324 RESET
 DE8625  PID         -  DE8625
 DE8625  STATE/COUNTY-  AZ/COCHISE
 DE8625  USGS QUAD   -  RAILROAD PASS (1979)
 DE8625
 DE8625                         *CURRENT SURVEY CONTROL
 DE8625  ___________________________________________________________________
 DE8625* NAD 83(1986)-  32 20 58.     (N)    109 39 35.     (W)     SCALED    
 DE8625* NAVD 88     -      1258.12   (+/-2cm)    4127.7    (feet)  VERTCON   
 DE8625  ___________________________________________________________________
 DE8625  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DE8625  VERT ORDER  -  THIRD (See Below)
 DE8625
 DE8625.The horizontal coordinates were scaled from a topographic map and have
 DE8625.an estimated accuracy of +/- 6 seconds.
 DE8625
 DE8625.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE8625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE8625.The vertical order pertains to the NGVD 29 superseded value.
 DE8625
 DE8625.The geoid height was determined by GEOID03.
 DE8625
 DE8625;                    North         East    Units  Estimated Accuracy
 DE8625;SPC AZ E     -   149,730.      261,080.      MT  (+/- 180 meters Scaled)
 DE8625
 DE8625                          SUPERSEDED SURVEY CONTROL
 DE8625
 DE8625  NGVD 29 (03/28/06) 1257.31   (m)         4125.0    (f) RESET       3  
 DE8625
 DE8625.Superseded values are not recommended for survey control.
 DE8625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8625.See file dsdata.txt to determine how the superseded data were derived.
 DE8625
 DE8625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA261799(NAD 83)
 DE8625_MARKER: DV = VERTICAL CONTROL DISK
 DE8625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8625_SP_SET: BRIDGE ABUTMENT
 DE8625_STAMPING: J 324 RESET 2001
 DE8625_MARK LOGO: NGS   
 DE8625_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8625
 DE8625  HISTORY     - Date     Condition        Report By
 DE8625  HISTORY     - 2001     MONUMENTED       LOCSUR
 DE8625
 DE8625                          STATION DESCRIPTION
 DE8625
 DE8625'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001
 DE8625'TO REACH THE STATION GO, 10.4 MILES (16.7 KM) WEST ALONG THE SOUTHERN
 DE8625'PACIFIC COMPANY RAILROAD FROM THE STATION AT BOWIE, IN THE TOP OF THE
 DE8625'NORTHWEST CORNER OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0007 ***********************************************************************
 CZ0007  DESIGNATION -  J 325
 CZ0007  PID         -  CZ0007
 CZ0007  STATE/COUNTY-  AZ/COCHISE
 CZ0007  USGS QUAD   -  DRAGOON (1995)
 CZ0007
 CZ0007                         *CURRENT SURVEY CONTROL
 CZ0007  ___________________________________________________________________
 CZ0007* NAD 83(1986)-  32 02 06.     (N)    110 01 00.     (W)     SCALED    
 CZ0007* NAVD 88     -      1395.32   (+/-2cm)    4577.8    (feet)  VERTCON   
 CZ0007  ___________________________________________________________________
 CZ0007  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CZ0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0007
 CZ0007.The horizontal coordinates were scaled from a topographic map and have
 CZ0007.an estimated accuracy of +/- 6 seconds.
 CZ0007
 CZ0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0007.The vertical order pertains to the NGVD 29 superseded value.
 CZ0007
 CZ0007.The geoid height was determined by GEOID03.
 CZ0007
 CZ0007;                    North         East    Units  Estimated Accuracy
 CZ0007;SPC AZ E     -   114,760.      227,530.      MT  (+/- 180 meters Scaled)
 CZ0007
 CZ0007                          SUPERSEDED SURVEY CONTROL
 CZ0007
 CZ0007  NGVD 29 (??/??/92) 1394.443  (m)         4574.94   (f) ADJ UNCH    1 2
 CZ0007
 CZ0007.Superseded values are not recommended for survey control.
 CZ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0007.See file dsdata.txt to determine how the superseded data were derived.
 CZ0007
 CZ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA928447(NAD 83)
 CZ0007_MARKER: DB = BENCH MARK DISK
 CZ0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0007_SP_SET: ABUTMENT
 CZ0007_STAMPING: J 325 1952
 CZ0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0007
 CZ0007  HISTORY     - Date     Condition        Report By
 CZ0007  HISTORY     - 1952     MONUMENTED       CGS
 CZ0007
 CZ0007                          STATION DESCRIPTION
 CZ0007
 CZ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0007'1.4 MI NE FROM DRAGOON.
 CZ0007'1.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0007'THE STATION AT DRAGOON, IN THE TOP OF THE SOUTHEAST END OF THE
 CZ0007'SOUTHWEST CONCRETE ABUTMENT OF THE SECOND BRIDGE EAST OF MILEPOLE
 CZ0007'NUMBER 1055, 90.7 FEET NORTHWEST OF A FENCE, 6.4 FEET SOUTHEAST OF THE
 CZ0007'SOUTHEAST RAIL, 1.0 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE
 CZ0007'BRIDGE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0512 ***********************************************************************
 CG0512  DESIGNATION -  J 326
 CG0512  PID         -  CG0512
 CG0512  STATE/COUNTY-  AZ/PIMA
 CG0512  USGS QUAD   -  SAUCITO MTN (1981)
 CG0512
 CG0512                         *CURRENT SURVEY CONTROL
 CG0512  ___________________________________________________________________
 CG0512* NAD 83(1986)-  31 40 48.     (N)    111 12 47.     (W)     SCALED    
 CG0512* NAVD 88     -      1062.77   (+/-2cm)    3486.8    (feet)  VERTCON   
 CG0512  ___________________________________________________________________
 CG0512  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CG0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0512
 CG0512.The horizontal coordinates were scaled from a topographic map and have
 CG0512.an estimated accuracy of +/- 6 seconds.
 CG0512
 CG0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0512.The vertical order pertains to the NGVD 29 superseded value.
 CG0512
 CG0512.The geoid height was determined by GEOID03.
 CG0512
 CG0512;                    North         East    Units  Estimated Accuracy
 CG0512;SPC AZ C     -    75,600.      280,070.      MT  (+/- 180 meters Scaled)
 CG0512
 CG0512                          SUPERSEDED SURVEY CONTROL
 CG0512
 CG0512  NGVD 29 (??/??/92) 1061.951  (m)         3484.08   (f) ADJ UNCH    2 0
 CG0512
 CG0512.Superseded values are not recommended for survey control.
 CG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0512.See file dsdata.txt to determine how the superseded data were derived.
 CG0512
 CG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA798049(NAD 83)
 CG0512_MARKER: DB = BENCH MARK DISK
 CG0512_SETTING: 80 = SET IN A BOULDER
 CG0512_SP_SET: BOULDER
 CG0512_STAMPING: J 326 1952
 CG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0512+STABILITY: SURFACE MOTION
 CG0512
 CG0512  HISTORY     - Date     Condition        Report By
 CG0512  HISTORY     - 1952     MONUMENTED       CGS
 CG0512
 CG0512                          STATION DESCRIPTION
 CG0512
 CG0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0512'10.3 MI SW FROM ARIVACA JUNCTION.
 CG0512'10.3 MILES SOUTHWEST ALONG THE ARIVACA JUNCTION ROAD FROM THE JUNCTION
 CG0512'WITH U. S. HIGHWAY 89, ABOUT 2.6 MILES WEST OF A SCHOOL, 0.3 MILE WEST
 CG0512'OF A CATTLE GUARD, 81 FEET NORTH OF THE ROAD CENTER LINE AT A POINT
 CG0512'WHERE IT BEGINS TO CURVE FROM WEST TO SOUTH, SET IN A DRILL HOLE IN A
 CG0512'BOULDER WHICH PROJECTS 0.3 FOOT, AND IS ABOUT 2 FEET LOWER LOWER THAN
 CG0512'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0418 ***********************************************************************
 DT0418  DESIGNATION -  J 327
 DT0418  PID         -  DT0418
 DT0418  STATE/COUNTY-  AZ/GRAHAM
 DT0418  USGS QUAD   -  TULE TUBS (1967)
 DT0418
 DT0418                         *CURRENT SURVEY CONTROL
 DT0418  ___________________________________________________________________
 DT0418* NAD 83(1986)-  33 15 53.     (N)    109 58 02.     (W)     SCALED    
 DT0418* NAVD 88     -      1554.672  (meters)    5100.62   (feet)  ADJUSTED  
 DT0418  ___________________________________________________________________
 DT0418  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DT0418  DYNAMIC HT  -        1552.367 (meters)    5093.06  (feet)  COMP
 DT0418  MODELED GRAV-     979,100.2   (mgal)                       NAVD 88
 DT0418
 DT0418  VERT ORDER  -  SECOND    CLASS 0
 DT0418
 DT0418.The horizontal coordinates were scaled from a topographic map and have
 DT0418.an estimated accuracy of +/- 6 seconds.
 DT0418
 DT0418.The orthometric height was determined by differential leveling
 DT0418.and adjusted in June 1991.
 DT0418
 DT0418.The geoid height was determined by GEOID03.
 DT0418
 DT0418.The dynamic height is computed by dividing the NAVD 88
 DT0418.geopotential number by the normal gravity value computed on the
 DT0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0418.degrees latitude (g = 980.6199 gals.).
 DT0418
 DT0418.The modeled gravity was interpolated from observed gravity values.
 DT0418
 DT0418;                    North         East    Units  Estimated Accuracy
 DT0418;SPC AZ E     -   251,130.      231,940.      MT  (+/- 180 meters Scaled)
 DT0418
 DT0418                          SUPERSEDED SURVEY CONTROL
 DT0418
 DT0418  NGVD 29 (??/??/92) 1553.926  (m)         5098.17   (f) ADJ UNCH    2 0
 DT0418
 DT0418.Superseded values are not recommended for survey control.
 DT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0418.See file dsdata.txt to determine how the superseded data were derived.
 DT0418
 DT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB961811(NAD 83)
 DT0418_MARKER: DB = BENCH MARK DISK
 DT0418_SETTING: 66 = SET IN ROCK OUTCROP
 DT0418_SP_SET: ROCK OUTCROP
 DT0418_STAMPING: J 327 1952
 DT0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0418+STABILITY: POSITION/ELEVATION WELL
 DT0418
 DT0418  HISTORY     - Date     Condition        Report By
 DT0418  HISTORY     - 1952     MONUMENTED       CGS
 DT0418
 DT0418                          STATION DESCRIPTION
 DT0418
 DT0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0418'10.7 MI W FROM ARSENIC TUBS RANCH HDQR.
 DT0418'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0418'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0418'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 4.8 MILES
 DT0418'NORTHWEST ALONG A TRACK ROAD, ON THE EAST SLOPE OF A GRADE ON A ROCKY
 DT0418'POINT, 129 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 DT0418'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A MALPAIS-ROCK OUTCROP
 DT0418'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0392 ***********************************************************************
 ES0392  DESIGNATION -  J 329
 ES0392  PID         -  ES0392
 ES0392  STATE/COUNTY-  AZ/YAVAPAI
 ES0392  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0392
 ES0392                         *CURRENT SURVEY CONTROL
 ES0392  ___________________________________________________________________
 ES0392* NAD 83(1986)-  34 23 07.     (N)    111 39 36.     (W)     SCALED    
 ES0392* NAVD 88     -      1034.734  (meters)    3394.79   (feet)  ADJUSTED  
 ES0392  ___________________________________________________________________
 ES0392  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 ES0392  DYNAMIC HT  -        1033.394 (meters)    3390.39  (feet)  COMP
 ES0392  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 ES0392
 ES0392  VERT ORDER  -  FIRST     CLASS II
 ES0392
 ES0392.The horizontal coordinates were scaled from a topographic map and have
 ES0392.an estimated accuracy of +/- 6 seconds.
 ES0392
 ES0392.The orthometric height was determined by differential leveling
 ES0392.and adjusted in June 1991.
 ES0392
 ES0392.The geoid height was determined by GEOID03.
 ES0392
 ES0392.The dynamic height is computed by dividing the NAVD 88
 ES0392.geopotential number by the normal gravity value computed on the
 ES0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0392.degrees latitude (g = 980.6199 gals.).
 ES0392
 ES0392.The modeled gravity was interpolated from observed gravity values.
 ES0392
 ES0392;                    North         East    Units  Estimated Accuracy
 ES0392;SPC AZ C     -   375,420.      236,960.      MT  (+/- 180 meters Scaled)
 ES0392
 ES0392                          SUPERSEDED SURVEY CONTROL
 ES0392
 ES0392  NGVD 29 (??/??/92) 1034.004  (m)         3392.39   (f) ADJ UNCH    1 2
 ES0392
 ES0392.Superseded values are not recommended for survey control.
 ES0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0392.See file dsdata.txt to determine how the superseded data were derived.
 ES0392
 ES0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD393050(NAD 83)
 ES0392_MARKER: DB = BENCH MARK DISK
 ES0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0392_SP_SET: CULVERT
 ES0392_STAMPING: J 329 1952
 ES0392_MARK LOGO: CGS   
 ES0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0392
 ES0392  HISTORY     - Date     Condition        Report By
 ES0392  HISTORY     - 1952     MONUMENTED       CGS
 ES0392  HISTORY     - 1982     GOOD             NGS
 ES0392
 ES0392                          STATION DESCRIPTION
 ES0392
 ES0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0392'6.4 MI NE FROM VERDE HOT SPRINGS.
 ES0392'6.4 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0392'HOTEL, IN THE TOP OF A 3-FOOT BY 5-FOOT BROWN ROCK OUTCROP PORJECTING
 ES0392'1.8 FEET, 0.3 MILE SOUTH OF A RANCH HOUSE, 62 FEET WEST OF AND ACROSS
 ES0392'THE ROAD FROM THE WEST ONE OF A DOUBLE POWER LINE POLE, 24 FEET NORTH
 ES0392'OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 21 FEET
 ES0392'WEST OF THE CENTER LINE AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 ES0392
 ES0392                          STATION RECOVERY (1982)
 ES0392
 ES0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0392'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0392'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0392'IN PINE, THENCE 19.5 KM (12.1 MI) WEST ALONG FOSSIL CREEK ROAD, THENCE
 ES0392'1.6 KM (1.0 MI) SOUTH ALONG CHILDS POWER PLANT ROAD, IN TOP OF A
 ES0392'MASSIVE PORTION OF OUTCROP AND NEAR THE SOUTH END OF A HIGH ROCK CUT,
 ES0392'5.4 METERS (18 FT) WEST OF THE ROAD CENTERLINE, 7.3 METERS (24 FT)
 ES0392'NORTH OF THE WEST END OF A 18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0392'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 ES0392'THE MARK IS 3.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0141 ***********************************************************************
 GO0141  DESIGNATION -  J 33
 GO0141  PID         -  GO0141
 GO0141  STATE/COUNTY-  AZ/APACHE
 GO0141  USGS QUAD   -  LITTLE WHITE HOUSE RUINS (1982)
 GO0141
 GO0141                         *CURRENT SURVEY CONTROL
 GO0141  ___________________________________________________________________
 GO0141* NAD 83(1986)-  36 04 13.     (N)    109 36 34.     (W)     SCALED    
 GO0141* NAVD 88     -      1814.521  (meters)    5953.14   (feet)  ADJUSTED  
 GO0141  ___________________________________________________________________
 GO0141  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GO0141  DYNAMIC HT  -        1812.213 (meters)    5945.57  (feet)  COMP
 GO0141  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 GO0141
 GO0141  VERT ORDER  -  FIRST     CLASS II
 GO0141
 GO0141.The horizontal coordinates were scaled from a topographic map and have
 GO0141.an estimated accuracy of +/- 6 seconds.
 GO0141
 GO0141.The orthometric height was determined by differential leveling
 GO0141.and adjusted in June 1991.
 GO0141
 GO0141.The geoid height was determined by GEOID03.
 GO0141
 GO0141.The dynamic height is computed by dividing the NAVD 88
 GO0141.geopotential number by the normal gravity value computed on the
 GO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0141.degrees latitude (g = 980.6199 gals.).
 GO0141
 GO0141.The modeled gravity was interpolated from observed gravity values.
 GO0141
 GO0141;                    North         East    Units  Estimated Accuracy
 GO0141;SPC AZ E     -   562,450.      263,550.      MT  (+/- 180 meters Scaled)
 GO0141
 GO0141                          SUPERSEDED SURVEY CONTROL
 GO0141
 GO0141  NGVD 29 (??/??/92) 1813.645  (m)         5950.27   (f) ADJ UNCH    1 2
 GO0141
 GO0141.Superseded values are not recommended for survey control.
 GO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0141.See file dsdata.txt to determine how the superseded data were derived.
 GO0141
 GO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE252926(NAD 83)
 GO0141_MARKER: DB = BENCH MARK DISK
 GO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0141_STAMPING: J 33 1933
 GO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0141+STABILITY: SURFACE MOTION
 GO0141
 GO0141  HISTORY     - Date     Condition        Report By
 GO0141  HISTORY     - 1933     MONUMENTED       CGS
 GO0141  HISTORY     - 1972     GOOD             USGS
 GO0141
 GO0141                          STATION DESCRIPTION
 GO0141
 GO0141'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GO0141'9.8 MI SE FROM CHIN LEE.
 GO0141'9.8 MILES SOUTHEAST OF THE POST OFFICE ALONG THE CHIN LEE-GANADO ROAD,
 GO0141'7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL TO A
 GO0141'TELEPHONE LINE CROSSING, ABOUT 75 FEET EAST OF HIGHWAY 63, 5 FEET
 GO0141'SOUTHEAST OF A TELEPHONE POLE, A STANDARD DISK SET IN THE TOP OF A
 GO0141'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0315 ***********************************************************************
 CY0315  DESIGNATION -  J 330
 CY0315  PID         -  CY0315
 CY0315  STATE/COUNTY-  AZ/COCHISE
 CY0315  USGS QUAD   -  VANAR (1987)
 CY0315
 CY0315                         *CURRENT SURVEY CONTROL
 CY0315  ___________________________________________________________________
 CY0315* NAD 83(1986)-  32 14 33.     (N)    109 06 50.     (W)     SCALED    
 CY0315* NAVD 88     -      1187.399  (meters)    3895.66   (feet)  ADJUSTED  
 CY0315  ___________________________________________________________________
 CY0315  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CY0315  DYNAMIC HT  -        1185.638 (meters)    3889.88  (feet)  COMP
 CY0315  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 CY0315
 CY0315  VERT ORDER  -  FIRST     CLASS II
 CY0315
 CY0315.The horizontal coordinates were scaled from a topographic map and have
 CY0315.an estimated accuracy of +/- 6 seconds.
 CY0315
 CY0315.The orthometric height was determined by differential leveling
 CY0315.and adjusted in June 1991.
 CY0315
 CY0315.The geoid height was determined by GEOID03.
 CY0315
 CY0315.The dynamic height is computed by dividing the NAVD 88
 CY0315.geopotential number by the normal gravity value computed on the
 CY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0315.degrees latitude (g = 980.6199 gals.).
 CY0315
 CY0315.The modeled gravity was interpolated from observed gravity values.
 CY0315
 CY0315;                    North         East    Units  Estimated Accuracy
 CY0315;SPC AZ E     -   138,240.      312,570.      MT  (+/- 180 meters Scaled)
 CY0315
 CY0315                          SUPERSEDED SURVEY CONTROL
 CY0315
 CY0315  NGVD 29 (??/??/92) 1186.788  (m)         3893.65   (f) ADJ UNCH    1 2
 CY0315
 CY0315.Superseded values are not recommended for survey control.
 CY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0315.See file dsdata.txt to determine how the superseded data were derived.
 CY0315
 CY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA776688(NAD 83)
 CY0315_MARKER: DB = BENCH MARK DISK
 CY0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0315_STAMPING: J 330 1952
 CY0315_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0315+STABILITY: SURFACE MOTION
 CY0315
 CY0315  HISTORY     - Date     Condition        Report By
 CY0315  HISTORY     - 1952     MONUMENTED       CGS
 CY0315  HISTORY     - 1960     GOOD             NGS
 CY0315  HISTORY     - 1979     GOOD             NGS
 CY0315
 CY0315                          STATION DESCRIPTION
 CY0315
 CY0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0315'6.9 MI E FROM SAN SIMON.
 CY0315'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0315'RAILROAD STATION AT SAN SIMON, THENCE 6.75 MILES EAST ALONG STATE
 CY0315'HIGHWAY 86, 250 FEET SOUTHEAST OF RAILROAD MILEPOST 1121, 85 FEET
 CY0315'SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 110 FEET
 CY0315'NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF A VERTICAL
 CY0315'RAIL, 60 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS
 CY0315'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CY0315'THE GROUND.
 CY0315
 CY0315                          STATION RECOVERY (1960)
 CY0315
 CY0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0315'RECOVERED IN GOOD CONDITION.
 CY0315
 CY0315                          STATION RECOVERY (1979)
 CY0315
 CY0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0315'10.7 KILOMETERS (6.7 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0315'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON ,
 CY0315'0.1 KILOMETER (0.05 MILE) EAST OF MILE POST 1121, 34.9 METERS
 CY0315'(114.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH
 CY0315'HEADWALL OF CULVERT 1121.01, 25.5 METERS (83.6 FEET) SOUTH OF THE
 CY0315'SOUTH RAIL, 35.6 METERS (117.0 FEET) NORTH OF THE CENTERLINE OF
 CY0315'THE WEST BOUND LANES OF I-10, 4.5 METERS (28.1 FEET) NORTHEAST
 CY0315'OF A BRACED ANGLE IRON FENCE POST.
 CY0315'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0315'THE MARK IS 0.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0498 ***********************************************************************
 DA0498  DESIGNATION -  J 331
 DA0498  PID         -  DA0498
 DA0498  STATE/COUNTY-  AZ/MARICOPA
 DA0498  USGS QUAD   -  GILA BEND (1973)
 DA0498
 DA0498                         *CURRENT SURVEY CONTROL
 DA0498  ___________________________________________________________________
 DA0498* NAD 83(1986)-  32 55 29.     (N)    112 43 46.     (W)     SCALED    
 DA0498* NAVD 88     -       233.894  (meters)     767.37   (feet)  ADJUSTED  
 DA0498  ___________________________________________________________________
 DA0498  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0498  DYNAMIC HT  -         233.619 (meters)     766.47  (feet)  COMP
 DA0498  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 DA0498
 DA0498  VERT ORDER  -  FIRST     CLASS II
 DA0498
 DA0498.The horizontal coordinates were scaled from a topographic map and have
 DA0498.an estimated accuracy of +/- 6 seconds.
 DA0498
 DA0498.The orthometric height was determined by differential leveling
 DA0498.and adjusted in June 1991.
 DA0498
 DA0498.The geoid height was determined by GEOID03.
 DA0498
 DA0498.The dynamic height is computed by dividing the NAVD 88
 DA0498.geopotential number by the normal gravity value computed on the
 DA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0498.degrees latitude (g = 980.6199 gals.).
 DA0498
 DA0498.The modeled gravity was interpolated from observed gravity values.
 DA0498
 DA0498;                    North         East    Units  Estimated Accuracy
 DA0498;SPC AZ C     -   213,700.      137,350.      MT  (+/- 180 meters Scaled)
 DA0498
 DA0498                          SUPERSEDED SURVEY CONTROL
 DA0498
 DA0498  NGVD 29 (??/??/92)  233.308  (m)          765.44   (f) ADJ UNCH    1 2
 DA0498
 DA0498.Superseded values are not recommended for survey control.
 DA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0498.See file dsdata.txt to determine how the superseded data were derived.
 DA0498
 DA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB382442(NAD 83)
 DA0498_MARKER: DB = BENCH MARK DISK
 DA0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0498_STAMPING: J 331 1953
 DA0498_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0498+STABILITY: SURFACE MOTION
 DA0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0498+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0498
 DA0498  HISTORY     - Date     Condition        Report By
 DA0498  HISTORY     - 1953     MONUMENTED       CGS
 DA0498  HISTORY     - 1980     GOOD             NGS
 DA0498  HISTORY     - 1980     GOOD             NGS
 DA0498  HISTORY     - 1980     GOOD             NGS
 DA0498  HISTORY     - 20060219 GOOD             USPSQD
 DA0498  HISTORY     - 20070603 GOOD             GEOCAC
 DA0498
 DA0498                          STATION DESCRIPTION
 DA0498
 DA0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0498'1.8 MI S FROM GILA BEND.
 DA0498'1.8 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0498'COMPANY RAILROAD STATION AT GILA BEND.  2 POLES SOUTH OF TUCSON,
 DA0498'CORNELIA AND GILA BEND RAILROAD MILEPOLE 2, AT A DIP IN THE HIGHWAY,
 DA0498'195.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF RAILROAD BRIDGE 21,
 DA0498'95.4 FEET WEST OF THE WEST RAIL OF THE TRACK, 46 FEET EAST OF THE
 DA0498'CENTER LINE OF THE HIGHWAY, 5 FEET NORTH OF A TELEPHONE POLE, 2.0 FEET
 DA0498'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DA0498'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0498
 DA0498                          STATION RECOVERY (1980)
 DA0498
 DA0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0498'RECOVERED IN GOOD CONDITION.
 DA0498
 DA0498                          STATION RECOVERY (1980)
 DA0498
 DA0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0498'RECOVERED IN GOOD CONDITION.
 DA0498
 DA0498                          STATION RECOVERY (1980)
 DA0498
 DA0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0498'2.7 KM (1.65 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0498'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, AT THE SECOND
 DA0498'TELEGRAPH POLE SOUTHWEST OF RAILWAY MILEPOLE 2, AT A DIP IN OLD
 DA0498'HIGHWAY 8, 59.6 METERS (195.5 FT) NORTH OF THE NORTHWEST CORNER OF
 DA0498'A WOODEN RAILWAY BRIDGE NUMBER 21, 29.0 METERS (95.4 FT) NORTHWEST
 DA0498'OF THE NORTHWEST RAIL OF THE TRACKS, 14.0 METERS (46.0 FT) SOUTHEAST
 DA0498'OF THE CENTERLINE OF THE OLD HIGHWAY, 1.5 METERS (5.0 FT) NORTHEAST
 DA0498'OF THE TELEGRAPH POLE.
 DA0498'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0498'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0498
 DA0498                          STATION RECOVERY (2006)
 DA0498
 DA0498'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0498'RECOVERED AS DESCRIBED.
 DA0498
 DA0498                          STATION RECOVERY (2007)
 DA0498
 DA0498'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0543 ***********************************************************************
 DA0543  DESIGNATION -  J 332
 DA0543  PID         -  DA0543
 DA0543  STATE/COUNTY-  AZ/MARICOPA
 DA0543  USGS QUAD   -  DEADMAN GAP (1986)
 DA0543
 DA0543                         *CURRENT SURVEY CONTROL
 DA0543  ___________________________________________________________________
 DA0543* NAD 83(1986)-  32 36 07.     (N)    112 52 13.     (W)     SCALED    
 DA0543* NAVD 88     -       349.87   (+/-2cm)    1147.9    (feet)  VERTCON   
 DA0543  ___________________________________________________________________
 DA0543  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0543  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0543
 DA0543.The horizontal coordinates were scaled from a topographic map and have
 DA0543.an estimated accuracy of +/- 6 seconds.
 DA0543
 DA0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0543.The vertical order pertains to the NGVD 29 superseded value.
 DA0543
 DA0543.The geoid height was determined by GEOID03.
 DA0543
 DA0543;                    North         East    Units  Estimated Accuracy
 DA0543;SPC AZ C     -   178,010.      123,850.      MT  (+/- 180 meters Scaled)
 DA0543
 DA0543                          SUPERSEDED SURVEY CONTROL
 DA0543
 DA0543  NGVD 29 (??/??/92)  349.228  (m)         1145.76   (f) ADJ UNCH    1 2
 DA0543
 DA0543.Superseded values are not recommended for survey control.
 DA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0543.See file dsdata.txt to determine how the superseded data were derived.
 DA0543
 DA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB244087(NAD 83)
 DA0543_MARKER: DB = BENCH MARK DISK
 DA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0543_STAMPING: J 332 1953
 DA0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0543+STABILITY: SURFACE MOTION
 DA0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0543+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0543
 DA0543  HISTORY     - Date     Condition        Report By
 DA0543  HISTORY     - 1953     MONUMENTED       CGS
 DA0543  HISTORY     - 20060219 GOOD             USPSQD
 DA0543  HISTORY     - 20070603 GOOD             GEOCAC
 DA0543
 DA0543                          STATION DESCRIPTION
 DA0543
 DA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0543'19.0 MI N FROM AJO.
 DA0543'16.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0543'FROM THE STATION AT AJO, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD,
 DA0543'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 85, AT THE T JUNCTION OF A
 DA0543'GRAVELED ROAD LEADING WEST TO WILLIAMS AIR FORCE AUXILIARY FIELD NO.
 DA0543'2, 115.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTH OF
 DA0543'THE CENTER LINE OF THE ROAD, 2.6 FEET EAST OF A WITNESS POST, ABOUT
 DA0543'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0543'0.5 FOOT ABOVE THE GROUND.
 DA0543
 DA0543                          STATION RECOVERY (2006)
 DA0543
 DA0543'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0543'RECOVERED AS DESCRIBED.
 DA0543
 DA0543                          STATION RECOVERY (2007)
 DA0543
 DA0543'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0341 ***********************************************************************
 DA0341  DESIGNATION -  J 333
 DA0341  PID         -  DA0341
 DA0341  STATE/COUNTY-  AZ/PIMA
 DA0341  USGS QUAD   -  GUNSIGHT (1990)
 DA0341
 DA0341                         *CURRENT SURVEY CONTROL
 DA0341  ___________________________________________________________________
 DA0341* NAD 83(1986)-  32 14 23.     (N)    112 45 00.     (W)     SCALED    
 DA0341* NAVD 88     -       549.095  (meters)    1801.49   (feet)  ADJUSTED  
 DA0341  ___________________________________________________________________
 DA0341  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0341  DYNAMIC HT  -         548.385 (meters)    1799.16  (feet)  COMP
 DA0341  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 DA0341
 DA0341  VERT ORDER  -  FIRST     CLASS II
 DA0341
 DA0341.The horizontal coordinates were scaled from a topographic map and have
 DA0341.an estimated accuracy of +/- 6 seconds.
 DA0341
 DA0341.The orthometric height was determined by differential leveling
 DA0341.and adjusted in June 1991.
 DA0341
 DA0341.The geoid height was determined by GEOID03.
 DA0341
 DA0341.The dynamic height is computed by dividing the NAVD 88
 DA0341.geopotential number by the normal gravity value computed on the
 DA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0341.degrees latitude (g = 980.6199 gals.).
 DA0341
 DA0341.The modeled gravity was interpolated from observed gravity values.
 DA0341
 DA0341;                    North         East    Units  Estimated Accuracy
 DA0341;SPC AZ C     -   137,750.      134,830.      MT  (+/- 180 meters Scaled)
 DA0341
 DA0341                          SUPERSEDED SURVEY CONTROL
 DA0341
 DA0341  NGVD 29 (??/??/92)  548.371  (m)         1799.11   (f) ADJ UNCH    1 2
 DA0341
 DA0341.Superseded values are not recommended for survey control.
 DA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0341.See file dsdata.txt to determine how the superseded data were derived.
 DA0341
 DA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA351683(NAD 83)
 DA0341_MARKER: DB = BENCH MARK DISK
 DA0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0341_SP_SET: BRIDGE
 DA0341_STAMPING: J 333 1953
 DA0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0341
 DA0341  HISTORY     - Date     Condition        Report By
 DA0341  HISTORY     - 1953     MONUMENTED       CGS
 DA0341  HISTORY     - 1981     GOOD             NGS
 DA0341  HISTORY     - 19970305 GOOD             USPSQD
 DA0341  HISTORY     - 19990120 GOOD             USPSQD
 DA0341
 DA0341                          STATION DESCRIPTION
 DA0341
 DA0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0341'12.9 MI SE FROM AJO.
 DA0341'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0341'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0341'HIGHWAY 86, THENCE 2.0 MILES SOUTH ALONG THE AJO-SONOYTA HIGHWAY, AT A
 DA0341'LARGE CONCRETE BRIDGE, IN THE TOP OF THE NORTH END OF THE EAST
 DA0341'CONCRETE CURB, 13.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.0
 DA0341'FEET SOUTH OF THE NORTH END OF THE BRIDGE FLOOR, AND ABOUT 1/2 FOOT
 DA0341'HIGHER THAN THE HIGHWAY.
 DA0341
 DA0341                          STATION RECOVERY (1981)
 DA0341
 DA0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0341'3.3 KM (2.05 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0341'STATE HIGHWAY 86 IN WHY, AT HIGHWAY MILEPOST 55, SET IN TOP OF THE
 DA0341'NORTHEAST END OF THE SOUTHEAST CONCRETE CURB OF A HIGHWAY BRIDGE OVER
 DA0341'GUNSIGHT WASH, 4.1 M (13.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0341'HIGHWAY.
 DA0341'THE MARK IS 0.15 M ABOVE THE HIGHWAY CENTERLINE.
 DA0341
 DA0341                          STATION RECOVERY (1997)
 DA0341
 DA0341'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0341'RECOVERED IN GOOD CONDITION.
 DA0341
 DA0341                          STATION RECOVERY (1999)
 DA0341
 DA0341'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0372 ***********************************************************************
 CG0372  DESIGNATION -  J 334
 CG0372  PID         -  CG0372
 CG0372  STATE/COUNTY-  AZ/PIMA
 CG0372  USGS QUAD   -  AMADO (1981)
 CG0372
 CG0372                         *CURRENT SURVEY CONTROL
 CG0372  ___________________________________________________________________
 CG0372* NAD 83(1986)-  31 43 59.     (N)    111 02 10.     (W)     SCALED    
 CG0372* NAVD 88     -       921.11   (+/-2cm)    3022.0    (feet)  VERTCON   
 CG0372  ___________________________________________________________________
 CG0372  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0372  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0372
 CG0372.The horizontal coordinates were scaled from a topographic map and have
 CG0372.an estimated accuracy of +/- 6 seconds.
 CG0372
 CG0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0372.The vertical order pertains to the NGVD 29 superseded value.
 CG0372
 CG0372.The geoid height was determined by GEOID03.
 CG0372
 CG0372;                    North         East    Units  Estimated Accuracy
 CG0372;SPC AZ C     -    81,610.      296,800.      MT  (+/- 180 meters Scaled)
 CG0372
 CG0372                          SUPERSEDED SURVEY CONTROL
 CG0372
 CG0372  NGVD 29 (??/??/92)  920.308  (m)         3019.38   (f) ADJ UNCH    1 2
 CG0372
 CG0372.Superseded values are not recommended for survey control.
 CG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0372.See file dsdata.txt to determine how the superseded data were derived.
 CG0372
 CG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA965108(NAD 83)
 CG0372_MARKER: DB = BENCH MARK DISK
 CG0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0372_STAMPING: J 334 1953
 CG0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0372+STABILITY: SURFACE MOTION
 CG0372
 CG0372  HISTORY     - Date     Condition        Report By
 CG0372  HISTORY     - 1953     MONUMENTED       CGS
 CG0372
 CG0372                          STATION DESCRIPTION
 CG0372
 CG0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0372'2.0 MI N FROM AMADO.
 CG0372'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0372'WATER TANK AT AMADO, 50.2 FEET WEST OF THE WEST RAIL, 23 FEET SOUTH OF
 CG0372'THE SOUTH EDGE OF IRRIGATION STANDPIPE 1211, 3.8 FEET NORTHWEST OF A
 CG0372'FENCE CORNER POST, 3.0 FEET NORTH OF A FENCE, 2.6 FEET WEST OF A
 CG0372'FENCE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 CG0372'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CG0372'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0496 ***********************************************************************
 CG0496  DESIGNATION -  J 335
 CG0496  PID         -  CG0496
 CG0496  STATE/COUNTY-  AZ/PIMA
 CG0496  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0496
 CG0496                         *CURRENT SURVEY CONTROL
 CG0496  ___________________________________________________________________
 CG0496* NAD 83(1986)-  31 52 27.     (N)    111 03 35.     (W)     SCALED    
 CG0496* NAVD 88     -      1046.37   (+/-2cm)    3433.0    (feet)  VERTCON   
 CG0496  ___________________________________________________________________
 CG0496  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0496
 CG0496.The horizontal coordinates were scaled from a topographic map and have
 CG0496.an estimated accuracy of +/- 6 seconds.
 CG0496
 CG0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0496.The vertical order pertains to the NGVD 29 superseded value.
 CG0496
 CG0496.The geoid height was determined by GEOID03.
 CG0496
 CG0496;                    North         East    Units  Estimated Accuracy
 CG0496;SPC AZ C     -    97,240.      294,440.      MT  (+/- 180 meters Scaled)
 CG0496
 CG0496                          SUPERSEDED SURVEY CONTROL
 CG0496
 CG0496  NGVD 29 (??/??/92) 1045.604  (m)         3430.45   (f) ADJ UNCH    2 0
 CG0496
 CG0496.Superseded values are not recommended for survey control.
 CG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0496.See file dsdata.txt to determine how the superseded data were derived.
 CG0496
 CG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943264(NAD 83)
 CG0496_MARKER: DB = BENCH MARK DISK
 CG0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0496_STAMPING: J 335 1954
 CG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0496+STABILITY: SURFACE MOTION
 CG0496
 CG0496  HISTORY     - Date     Condition        Report By
 CG0496  HISTORY     - 1954     MONUMENTED       CGS
 CG0496
 CG0496                          STATION DESCRIPTION
 CG0496
 CG0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0496'2.2 MI SE FROM TWIN BUTTES.
 CG0496'2.3 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE STORE AT TWIN
 CG0496'BUTTES, 0.15 MILE NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 CG0496'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CG0496'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0478 ***********************************************************************
 DA0478  DESIGNATION -  J 336
 DA0478  PID         -  DA0478
 DA0478  STATE/COUNTY-  AZ/PIMA
 DA0478  USGS QUAD   -  BURRO GAP (1990)
 DA0478
 DA0478                         *CURRENT SURVEY CONTROL
 DA0478  ___________________________________________________________________
 DA0478* NAD 83(1986)-  32 24 02.     (N)    112 42 05.     (W)     SCALED    
 DA0478* NAVD 88     -       548.45   (+/-2cm)    1799.4    (feet)  VERTCON   
 DA0478  ___________________________________________________________________
 DA0478  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DA0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0478
 DA0478.The horizontal coordinates were scaled from a topographic map and have
 DA0478.an estimated accuracy of +/- 6 seconds.
 DA0478
 DA0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0478.The vertical order pertains to the NGVD 29 superseded value.
 DA0478
 DA0478.The geoid height was determined by GEOID03.
 DA0478
 DA0478;                    North         East    Units  Estimated Accuracy
 DA0478;SPC AZ C     -   155,550.      139,540.      MT  (+/- 180 meters Scaled)
 DA0478
 DA0478                          SUPERSEDED SURVEY CONTROL
 DA0478
 DA0478  NGVD 29 (??/??/92)  547.746  (m)         1797.06   (f) ADJ UNCH    2 0
 DA0478
 DA0478.Superseded values are not recommended for survey control.
 DA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0478.See file dsdata.txt to determine how the superseded data were derived.
 DA0478
 DA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA399861(NAD 83)
 DA0478_MARKER: DB = BENCH MARK DISK
 DA0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0478_SP_SET: FOOT
 DA0478_STAMPING: J 336 1961
 DA0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0478
 DA0478  HISTORY     - Date     Condition        Report By
 DA0478  HISTORY     - 1961     MONUMENTED       CGS
 DA0478  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 DA0478
 DA0478                          STATION DESCRIPTION
 DA0478
 DA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0478'10.45 MI E FROM AJO.
 DA0478'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0478'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0478'STATE HIGHWAY 85.  THENCE 8.9 MILES EAST ALONG A DIRT ROAD WHICH
 DA0478'FOLLOWS A PIPE LINE.  0.75 MILE SOUTHWEST OF A METAL WINDMILL, 0.1
 DA0478'MILE NORTHEAST OF A WOODEN CORRAL, 150 FEET NORTHEAST OF A JUNCTION OF
 DA0478'THE DIRT ROAD AND A DIRT ROAD LEADING SOUTH, SET IN THE FOOT AND ON
 DA0478'THE NORTHWEST SIDE OF A SOLID ROCK HILL, 30 FEET SOUTHEAST OF THE
 DA0478'CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DA0478'ROAD.
 DA0478
 DA0478                          STATION RECOVERY (2006)
 DA0478
 DA0478'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0478'MARK NOT FOUND.  LOCATION NOT CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0229 ***********************************************************************
 DA0229  DESIGNATION -  J 337
 DA0229  PID         -  DA0229
 DA0229  STATE/COUNTY-  AZ/PIMA
 DA0229  USGS QUAD   -  KAKA (1986)
 DA0229
 DA0229                         *CURRENT SURVEY CONTROL
 DA0229  ___________________________________________________________________
 DA0229* NAD 83(1986)-  32 30 01.     (N)    112 21 47.     (W)     SCALED    
 DA0229* NAVD 88     -       706.96   (+/-2cm)    2319.4    (feet)  VERTCON   
 DA0229  ___________________________________________________________________
 DA0229  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0229
 DA0229.The horizontal coordinates were scaled from a topographic map and have
 DA0229.an estimated accuracy of +/- 6 seconds.
 DA0229
 DA0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0229.The vertical order pertains to the NGVD 29 superseded value.
 DA0229
 DA0229.The geoid height was determined by GEOID03.
 DA0229
 DA0229;                    North         East    Units  Estimated Accuracy
 DA0229;SPC AZ C     -   166,430.      171,410.      MT  (+/- 180 meters Scaled)
 DA0229
 DA0229                          SUPERSEDED SURVEY CONTROL
 DA0229
 DA0229  NGVD 29 (??/??/92)  706.247  (m)         2317.08   (f) ADJ UNCH    2 0
 DA0229
 DA0229.Superseded values are not recommended for survey control.
 DA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0229.See file dsdata.txt to determine how the superseded data were derived.
 DA0229
 DA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA719967(NAD 83)
 DA0229_MARKER: DB = BENCH MARK DISK
 DA0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0229_STAMPING: J 337 1961
 DA0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0229+STABILITY: SURFACE MOTION
 DA0229
 DA0229  HISTORY     - Date     Condition        Report By
 DA0229  HISTORY     - 1961     MONUMENTED       CGS
 DA0229
 DA0229                          STATION DESCRIPTION
 DA0229
 DA0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0229'9.45 MI NW FROM VENTANA.
 DA0229'ABOUT 6.5 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0229'AT VENTANA.  THENCE 2.95 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0229'PIPE LINE, 92 FEET NORTH OF THE CENTER LINE OF THE ROAD, 122 FEET
 DA0229'NORTH AND ACROSS THE ROAD FROM PIPE LINE MILEPOST NUMBER 50, 1.6 FEET
 DA0229'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DA0229'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0464 ***********************************************************************
 DA0464  DESIGNATION -  J 338
 DA0464  PID         -  DA0464
 DA0464  STATE/COUNTY-  AZ/PIMA
 DA0464  USGS QUAD   -  GU VO (1990)
 DA0464
 DA0464                         *CURRENT SURVEY CONTROL
 DA0464  ___________________________________________________________________
 DA0464* NAD 83(1986)-  32 03 46.     (N)    112 34 14.     (W)     SCALED    
 DA0464* NAVD 88     -       661.07   (+/-2cm)    2168.9    (feet)  VERTCON   
 DA0464  ___________________________________________________________________
 DA0464  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0464
 DA0464.The horizontal coordinates were scaled from a topographic map and have
 DA0464.an estimated accuracy of +/- 6 seconds.
 DA0464
 DA0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0464.The vertical order pertains to the NGVD 29 superseded value.
 DA0464
 DA0464.The geoid height was determined by GEOID03.
 DA0464
 DA0464;                    North         East    Units  Estimated Accuracy
 DA0464;SPC AZ C     -   118,020.      151,620.      MT  (+/- 180 meters Scaled)
 DA0464
 DA0464                          SUPERSEDED SURVEY CONTROL
 DA0464
 DA0464  NGVD 29 (??/??/92)  660.334  (m)         2166.45   (f) ADJ UNCH    2 0
 DA0464
 DA0464.Superseded values are not recommended for survey control.
 DA0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0464.See file dsdata.txt to determine how the superseded data were derived.
 DA0464
 DA0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA517484(NAD 83)
 DA0464_MARKER: DB = BENCH MARK DISK
 DA0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0464_STAMPING: J 338 1961
 DA0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0464+STABILITY: SURFACE MOTION
 DA0464
 DA0464  HISTORY     - Date     Condition        Report By
 DA0464  HISTORY     - 1961     MONUMENTED       CGS
 DA0464
 DA0464                          STATION DESCRIPTION
 DA0464
 DA0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0464'18.6 MI N FROM MENAGERS.
 DA0464'ABOUT 18.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0464'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  OR ABOUT 0.15 MILE
 DA0464'SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM THE
 DA0464'STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG STATE HIGHWAY 85.
 DA0464'THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.  THENCE 13.8 MILES
 DA0464'SOUTHEAST ALONG A GRADED DIRT ROAD.  0.2 MILE NORTHEAST OF THE SCHOOL
 DA0464'AT GU VO, AN INDIAN VILLAGE, 80 FEET EAST OF THE CENTER LINE OF THE
 DA0464'GRADED DIRT ROAD, 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DA0464'TRIANGULAR JUNCTION OF THE GRADED DIRT ROAD AND A ROAD LEADING WEST,
 DA0464'1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0464'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0053 ***********************************************************************
 CH0053  DESIGNATION -  J 339
 CH0053  PID         -  CH0053
 CH0053  STATE/COUNTY-  AZ/PIMA
 CH0053  USGS QUAD   -  KUPK (1988)
 CH0053
 CH0053                         *CURRENT SURVEY CONTROL
 CH0053  ___________________________________________________________________
 CH0053* NAD 83(1986)-  31 56 48.     (N)    112 12 38.     (W)     SCALED    
 CH0053* NAVD 88     -       561.11   (+/-2cm)    1840.9    (feet)  VERTCON   
 CH0053  ___________________________________________________________________
 CH0053  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 CH0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0053
 CH0053.The horizontal coordinates were scaled from a topographic map and have
 CH0053.an estimated accuracy of +/- 6 seconds.
 CH0053
 CH0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0053.The vertical order pertains to the NGVD 29 superseded value.
 CH0053
 CH0053.The geoid height was determined by GEOID03.
 CH0053
 CH0053;                    North         East    Units  Estimated Accuracy
 CH0053;SPC AZ C     -   104,990.      185,580.      MT  (+/- 180 meters Scaled)
 CH0053
 CH0053                          SUPERSEDED SURVEY CONTROL
 CH0053
 CH0053  NGVD 29 (??/??/92)  560.435  (m)         1838.69   (f) ADJ UNCH    2 0
 CH0053
 CH0053.Superseded values are not recommended for survey control.
 CH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0053.See file dsdata.txt to determine how the superseded data were derived.
 CH0053
 CH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA855351(NAD 83)
 CH0053_MARKER: DB = BENCH MARK DISK
 CH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0053_STAMPING: J 339 1961
 CH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0053+STABILITY: SURFACE MOTION
 CH0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0053+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 CH0053
 CH0053  HISTORY     - Date     Condition        Report By
 CH0053  HISTORY     - 1961     MONUMENTED       CGS
 CH0053  HISTORY     - 20020430 GOOD             INDIV
 CH0053
 CH0053                          STATION DESCRIPTION
 CH0053
 CH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0053'9.35 MI SE FROM PISINIMO.
 CH0053'ABOUT 0.35 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH
 CH0053'AT PISINIMO, AN INDIAN VILLAGE.  THENCE 7.8 MILES SOUTHEAST ALONG A
 CH0053'TRAIL ROAD.  THENCE 1.2 MILES EAST ALONG A DIM TRAIL ROAD. OR ABOUT
 CH0053'2.3 MILES NORTHWEST ALONG A DIM TRAIL ROAD FROM THE CHURCH AT KUPK, AN
 CH0053'INDIAN VILLAGE.  55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8
 CH0053'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 CH0053'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THIS MARK
 CH0053'IS 0.2 MILE EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CH0053'PROJECTS 16 FEET AND IS NUMBRED 61.
 CH0053
 CH0053                          STATION RECOVERY (2002)
 CH0053
 CH0053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0138 ***********************************************************************
 FR0138  DESIGNATION -  J 340
 FR0138  PID         -  FR0138
 FR0138  STATE/COUNTY-  AZ/COCONINO
 FR0138  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0138
 FR0138                         *CURRENT SURVEY CONTROL
 FR0138  ___________________________________________________________________
 FR0138* NAD 83(1986)-  35 14 10.     (N)    112 13 41.     (W)     SCALED    
 FR0138* NAVD 88     -      2108.697  (meters)    6918.28   (feet)  ADJUSTED  
 FR0138  ___________________________________________________________________
 FR0138  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FR0138  DYNAMIC HT  -        2105.721 (meters)    6908.52  (feet)  COMP
 FR0138  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 FR0138
 FR0138  VERT ORDER  -  FIRST     CLASS II
 FR0138
 FR0138.The horizontal coordinates were scaled from a topographic map and have
 FR0138.an estimated accuracy of +/- 6 seconds.
 FR0138
 FR0138.The orthometric height was determined by differential leveling
 FR0138.and adjusted in June 1991.
 FR0138
 FR0138.The geoid height was determined by GEOID03.
 FR0138
 FR0138.The dynamic height is computed by dividing the NAVD 88
 FR0138.geopotential number by the normal gravity value computed on the
 FR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0138.degrees latitude (g = 980.6199 gals.).
 FR0138
 FR0138.The modeled gravity was interpolated from observed gravity values.
 FR0138
 FR0138;                    North         East    Units  Estimated Accuracy
 FR0138;SPC AZ C     -   469,810.      185,020.      MT  (+/- 180 meters Scaled)
 FR0138
 FR0138                          SUPERSEDED SURVEY CONTROL
 FR0138
 FR0138  NGVD 29 (??/??/92) 2107.701  (m)         6915.02   (f) ADJ UNCH    1 2
 FR0138
 FR0138.Superseded values are not recommended for survey control.
 FR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0138.See file dsdata.txt to determine how the superseded data were derived.
 FR0138
 FR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD882999(NAD 83)
 FR0138_MARKER: DB = BENCH MARK DISK
 FR0138_SETTING: 80 = SET IN A BOULDER
 FR0138_SP_SET: BOULDER
 FR0138_STAMPING: J 340 1958
 FR0138_MARK LOGO: CGS   
 FR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0138+STABILITY: SURFACE MOTION
 FR0138
 FR0138  HISTORY     - Date     Condition        Report By
 FR0138  HISTORY     - 1958     MONUMENTED       CGS
 FR0138  HISTORY     - 1982     GOOD             NGS
 FR0138
 FR0138                          STATION DESCRIPTION
 FR0138
 FR0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0138'2.2 MI W FROM WILLIAMS.
 FR0138'ONE BLOCK NORTH OF THE POST OFFICE IN WILLIAMS, THENCE 2.6 MILES WEST
 FR0138'ALONG U.S. HIGHWAYS 66 AND 89, ABOUT 195 FEET NORTH OF THE HIGHWAY, 32
 FR0138'FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE, 3.5 FEET SOUTHEAST OF A
 FR0138'WITNESS POST, CEMENTED IN A DRILL HOLE IN A LARGE ROUND BOULDER THAT
 FR0138'PROJECTS 3 FEET.  THE BOULDER IS LOCATED ON A ROAD SIDE CAMP GROUND.
 FR0138
 FR0138                          STATION RECOVERY (1982)
 FR0138
 FR0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0138'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0138'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 1.9 KM (1.2 MI) WEST
 FR0138'ALONG INTERSTATE HIGHWAY 40, LOCATED AT A POINT BETWEEN THE HIGHWAY
 FR0138'AND RAILROAD WHERE THE DIRT FRONTAGE ROAD T JUNCTIONS WITH A DIRT ROAD
 FR0138'LEADING NORTH ACROSS THE TRACKS, IN TOP OF A 6 BY 6 FOOT BOULDER
 FR0138'PROJECTING 3 FEET ABOVE THE GROUND, 50.6 METERS (166 FT) NORTHWEST OF
 FR0138'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 46.3 METERS (152 FT)
 FR0138'NORTHWEST OF THE CENTER OF THE DIRT FRONTAGE ROAD, 38.4 METERS (126
 FR0138'FT) NORTHEAST OF THE CENTER OF THE DIRT ROAD LEADING NORTH, 38.4
 FR0138'METERS (126 FT) SOUTHEAST OF THE SOUTHEAST RAIL, THE MARK IS LOCATED
 FR0138'IN A CLEARED OLD CAMP GROUND AREA SURROUNDED BY LARGE PINE TREES ONLY.
 FR0138'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0003 ***********************************************************************
 CH0003  DESIGNATION -  J 340
 CH0003  PID         -  CH0003
 CH0003  STATE/COUNTY-  AZ/PIMA
 CH0003  USGS QUAD   -  BAILEY PEAK (1988)
 CH0003
 CH0003                         *CURRENT SURVEY CONTROL
 CH0003  ___________________________________________________________________
 CH0003* NAD 83(1986)-  31 48 54.     (N)    112 29 01.     (W)     SCALED    
 CH0003* NAVD 88     -       539.87   (+/-2cm)    1771.2    (feet)  VERTCON   
 CH0003  ___________________________________________________________________
 CH0003  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CH0003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0003
 CH0003.The horizontal coordinates were scaled from a topographic map and have
 CH0003.an estimated accuracy of +/- 6 seconds.
 CH0003
 CH0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0003.The vertical order pertains to the NGVD 29 superseded value.
 CH0003
 CH0003.The geoid height was determined by GEOID03.
 CH0003
 CH0003;                    North         East    Units  Estimated Accuracy
 CH0003;SPC AZ C     -    90,500.      159,690.      MT  (+/- 180 meters Scaled)
 CH0003
 CH0003                          SUPERSEDED SURVEY CONTROL
 CH0003
 CH0003  NGVD 29 (??/??/92)  539.159  (m)         1768.89   (f) ADJ UNCH    2 0
 CH0003
 CH0003.Superseded values are not recommended for survey control.
 CH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0003.See file dsdata.txt to determine how the superseded data were derived.
 CH0003
 CH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA595208(NAD 83)
 CH0003_MARKER: DB = BENCH MARK DISK
 CH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0003_STAMPING: J 340 1961
 CH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0003+STABILITY: SURFACE MOTION
 CH0003
 CH0003  HISTORY     - Date     Condition        Report By
 CH0003  HISTORY     - 1961     MONUMENTED       CGS
 CH0003
 CH0003                          STATION DESCRIPTION
 CH0003
 CH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0003'5.75 MI E FROM MENAGERS.
 CH0003'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0003'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0003'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0003'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0003'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0003'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 2.75 MILES EAST
 CH0003'ALONG A TRAIL ROAD.  2.0 MILES WEST OF THE MORE WESTERLY OF TWO METAL
 CH0003'WINDMILLS, 0.7 MILE EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0003'WHICH PROJECTS 16 FEET AND IS NUMBERED 55, 11 FEET SOUTH OF THE CENTER
 CH0003'LINE OF THE ROAD, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 CH0003'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0284 ***********************************************************************
 FQ0284  DESIGNATION -  J 341
 FQ0284  PID         -  FQ0284
 FQ0284  STATE/COUNTY-  AZ/COCONINO
 FQ0284  USGS QUAD   -  PARKS (1974)
 FQ0284
 FQ0284                         *CURRENT SURVEY CONTROL
 FQ0284  ___________________________________________________________________
 FQ0284* NAD 83(1986)-  35 15 03.     (N)    111 54 13.     (W)     SCALED    
 FQ0284* NAVD 88     -      2192.558  (meters)    7193.42   (feet)  ADJUSTED  
 FQ0284  ___________________________________________________________________
 FQ0284  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0284  DYNAMIC HT  -        2189.430 (meters)    7183.15  (feet)  COMP
 FQ0284  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 FQ0284
 FQ0284  VERT ORDER  -  SECOND    CLASS 0
 FQ0284
 FQ0284.The horizontal coordinates were scaled from a topographic map and have
 FQ0284.an estimated accuracy of +/- 6 seconds.
 FQ0284
 FQ0284.The orthometric height was determined by differential leveling
 FQ0284.and adjusted in June 1991.
 FQ0284
 FQ0284.The geoid height was determined by GEOID03.
 FQ0284
 FQ0284.The dynamic height is computed by dividing the NAVD 88
 FQ0284.geopotential number by the normal gravity value computed on the
 FQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0284.degrees latitude (g = 980.6199 gals.).
 FQ0284
 FQ0284.The modeled gravity was interpolated from observed gravity values.
 FQ0284
 FQ0284;                    North         East    Units  Estimated Accuracy
 FQ0284;SPC AZ C     -   471,400.      214,550.      MT  (+/- 180 meters Scaled)
 FQ0284
 FQ0284                          SUPERSEDED SURVEY CONTROL
 FQ0284
 FQ0284  NGVD 29 (??/??/92) 2191.517  (m)         7190.00   (f) ADJ UNCH    2 0
 FQ0284
 FQ0284.Superseded values are not recommended for survey control.
 FQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0284.See file dsdata.txt to determine how the superseded data were derived.
 FQ0284
 FQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE177012(NAD 83)
 FQ0284_MARKER: DB = BENCH MARK DISK
 FQ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0284_SP_SET: PIER
 FQ0284_STAMPING: J 341 1958
 FQ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0284
 FQ0284  HISTORY     - Date     Condition        Report By
 FQ0284  HISTORY     - 1958     MONUMENTED       CGS
 FQ0284  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0284
 FQ0284                          STATION DESCRIPTION
 FQ0284
 FQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0284'16.2 MI W FROM FLAGSTAFF.
 FQ0284'16.2 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0284'IN FLAGSTAFF, 7 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 FQ0284'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE SOUTHEAST PIER
 FQ0284'OF BLOCK SIGNAL NUMBER 360.2 AND ABOUT 3 FEET HIGHER THAN THE RAILROAD
 FQ0284'TRACKS.
 FQ0284
 FQ0284                          STATION RECOVERY (1982)
 FQ0284
 FQ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0284'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0021 ***********************************************************************
 CH0021  DESIGNATION -  J 341
 CH0021  PID         -  CH0021
 CH0021  STATE/COUNTY-  AZ/PIMA
 CH0021  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0021
 CH0021                         *CURRENT SURVEY CONTROL
 CH0021  ___________________________________________________________________
 CH0021* NAD 83(1986)-  31 47 38.     (N)    112 15 02.     (W)     SCALED    
 CH0021* NAVD 88     -       555.52   (+/-2cm)    1822.6    (feet)  VERTCON   
 CH0021  ___________________________________________________________________
 CH0021  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 CH0021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0021
 CH0021.The horizontal coordinates were scaled from a topographic map and have
 CH0021.an estimated accuracy of +/- 6 seconds.
 CH0021
 CH0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0021.The vertical order pertains to the NGVD 29 superseded value.
 CH0021
 CH0021.The geoid height was determined by GEOID03.
 CH0021
 CH0021;                    North         East    Units  Estimated Accuracy
 CH0021;SPC AZ C     -    88,060.      181,740.      MT  (+/- 180 meters Scaled)
 CH0021
 CH0021                          SUPERSEDED SURVEY CONTROL
 CH0021
 CH0021  NGVD 29 (??/??/92)  554.832  (m)         1820.31   (f) ADJ UNCH    2 0
 CH0021
 CH0021.Superseded values are not recommended for survey control.
 CH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0021.See file dsdata.txt to determine how the superseded data were derived.
 CH0021
 CH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA816182(NAD 83)
 CH0021_MARKER: DB = BENCH MARK DISK
 CH0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0021_STAMPING: J 341 1961
 CH0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0021+STABILITY: SURFACE MOTION
 CH0021
 CH0021  HISTORY     - Date     Condition        Report By
 CH0021  HISTORY     - 1961     MONUMENTED       CGS
 CH0021
 CH0021                          STATION DESCRIPTION
 CH0021
 CH0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0021'3.45 MI E FROM PAPAGO FARMS.
 CH0021'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0021'PAPAGO FARMS.  THENCE 3.0 MILES EAST ALONG A GRADED DIRT ROAD.  2.5
 CH0021'MILES EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0021'FEET AND IS NUMBERED 67, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CH0021'31 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 CH0021'POLES, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0021'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0222 ***********************************************************************
 FQ0222  DESIGNATION -  J 342
 FQ0222  PID         -  FQ0222
 FQ0222  STATE/COUNTY-  AZ/COCONINO
 FQ0222  USGS QUAD   -  METEOR CRATER (1983)
 FQ0222
 FQ0222                         *CURRENT SURVEY CONTROL
 FQ0222  ___________________________________________________________________
 FQ0222* NAD 83(1986)-  35 06 33.     (N)    111 01 34.     (W)     SCALED    
 FQ0222* NAVD 88     -      1638.763  (meters)    5376.51   (feet)  ADJUSTED  
 FQ0222  ___________________________________________________________________
 FQ0222  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FQ0222  DYNAMIC HT  -        1636.548 (meters)    5369.24  (feet)  COMP
 FQ0222  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 FQ0222
 FQ0222  VERT ORDER  -  FIRST     CLASS II
 FQ0222
 FQ0222.The horizontal coordinates were scaled from a topographic map and have
 FQ0222.an estimated accuracy of +/- 6 seconds.
 FQ0222
 FQ0222.The orthometric height was determined by differential leveling
 FQ0222.and adjusted in June 1991.
 FQ0222
 FQ0222.The geoid height was determined by GEOID03.
 FQ0222
 FQ0222.The dynamic height is computed by dividing the NAVD 88
 FQ0222.geopotential number by the normal gravity value computed on the
 FQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0222.degrees latitude (g = 980.6199 gals.).
 FQ0222
 FQ0222.The modeled gravity was interpolated from observed gravity values.
 FQ0222
 FQ0222;                    North         East    Units  Estimated Accuracy
 FQ0222;SPC AZ C     -   456,050.      294,540.      MT  (+/- 180 meters Scaled)
 FQ0222
 FQ0222                          SUPERSEDED SURVEY CONTROL
 FQ0222
 FQ0222  NGVD 29 (??/??/92) 1637.907  (m)         5373.70   (f) ADJ UNCH    1 2
 FQ0222
 FQ0222.Superseded values are not recommended for survey control.
 FQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0222.See file dsdata.txt to determine how the superseded data were derived.
 FQ0222
 FQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD976851(NAD 83)
 FQ0222_MARKER: DB = BENCH MARK DISK
 FQ0222_SETTING: 80 = SET IN A BOULDER
 FQ0222_SP_SET: BOULDER
 FQ0222_STAMPING: J 342 1958
 FQ0222_MARK LOGO: CGS   
 FQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0222+STABILITY: SURFACE MOTION
 FQ0222
 FQ0222  HISTORY     - Date     Condition        Report By
 FQ0222  HISTORY     - 1958     MONUMENTED       CGS
 FQ0222  HISTORY     - 1983     GOOD             NGS
 FQ0222
 FQ0222                          STATION DESCRIPTION
 FQ0222
 FQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0222'20.0 MNI W FROM WINSLOW.
 FQ0222'20.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0222'0.3 MILE EAST OF A ROAD LEADING SOUTH TO METEOR CRATER, 141 FEET SOUTH
 FQ0222'OF THE HIGHWAY, 106 FEET SOUTH OF THE FENCE, 11 FEET SOUTHEAST OF THE
 FQ0222'WITNESS POST, CEMENTED IN DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 FQ0222'18 INCHES.
 FQ0222
 FQ0222                          STATION RECOVERY (1983)
 FQ0222
 FQ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0222'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  31.9 KM (19.8
 FQ0222'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0222'POST OFFICE IN WINSLOW, 0.5 KM (0.3 MI) EAST OF THE METEOR CRATER ROAD
 FQ0222'OVERPASS, IN THE CENTER OF A 4 BY 5 FT BOULDER THAT PROJECTS 0.5
 FQ0222'METERS (1.6 FT) ABOVE THE GROUND SURFACE, 43.0 METERS (141.1 FT) SOUTH
 FQ0222'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 3.3
 FQ0222'METERS (10.8 FT) SOUTH OF A FENCE.
 FQ0222'THE MARK IS 3.4 METERS  SE FROM A WITNESS POST.
 FQ0222'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0034 ***********************************************************************
 CH0034  DESIGNATION -  J 342
 CH0034  PID         -  CH0034
 CH0034  STATE/COUNTY-  AZ/PIMA
 CH0034  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0034
 CH0034                         *CURRENT SURVEY CONTROL
 CH0034  ___________________________________________________________________
 CH0034* NAD 83(1986)-  31 44 08.     (N)    112 05 12.     (W)     SCALED    
 CH0034* NAVD 88     -       648.30   (+/-2cm)    2127.0    (feet)  VERTCON   
 CH0034  ___________________________________________________________________
 CH0034  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 CH0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0034
 CH0034.The horizontal coordinates were scaled from a topographic map and have
 CH0034.an estimated accuracy of +/- 6 seconds.
 CH0034
 CH0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0034.The vertical order pertains to the NGVD 29 superseded value.
 CH0034
 CH0034.The geoid height was determined by GEOID03.
 CH0034
 CH0034;                    North         East    Units  Estimated Accuracy
 CH0034;SPC AZ C     -    81,560.      197,250.      MT  (+/- 180 meters Scaled)
 CH0034
 CH0034                          SUPERSEDED SURVEY CONTROL
 CH0034
 CH0034  NGVD 29 (??/??/92)  647.596  (m)         2124.65   (f) ADJ UNCH    2 0
 CH0034
 CH0034.Superseded values are not recommended for survey control.
 CH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0034.See file dsdata.txt to determine how the superseded data were derived.
 CH0034
 CH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA970116(NAD 83)
 CH0034_MARKER: DB = BENCH MARK DISK
 CH0034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0034_SP_SET: 24 FT.
 CH0034_STAMPING: J 342 1961
 CH0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0034
 CH0034  HISTORY     - Date     Condition        Report By
 CH0034  HISTORY     - 1961     MONUMENTED       CGS
 CH0034
 CH0034                          STATION DESCRIPTION
 CH0034
 CH0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0034'10.75 MI SE FROM KOTS KUG.
 CH0034'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0034'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0034'EAST ALONG A GRADED DIRT ROAD. THENCE 7.8 MILES SOUTHEAST ALONG A
 CH0034'TRAIL ROAD, 0.7 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0034'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 69, 0.8 MILE SOUTHEAST OF
 CH0034'A WINDMILL AND LARGE METAL WATER TANK, 48 FEET SOUTHWEST OF THE CENTER
 CH0034'LINE OF THE ROAD, 87 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF
 CH0034'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED ON THE TOP OF
 CH0034'A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND
 CH0034'ENCASED IN A 6-INCH TILE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0154 ***********************************************************************
 DV0154  DESIGNATION -  J 343
 DV0154  PID         -  DV0154
 DV0154  STATE/COUNTY-  AZ/MARICOPA
 DV0154  USGS QUAD   -  NEW RIVER (1981)
 DV0154
 DV0154                         *CURRENT SURVEY CONTROL
 DV0154  ___________________________________________________________________
 DV0154* NAD 83(1986)-  33 55 14.     (N)    112 08 26.     (W)     SCALED    
 DV0154* NAVD 88     -       620.82   (+/-2cm)    2036.8    (feet)  VERTCON   
 DV0154  ___________________________________________________________________
 DV0154  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DV0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0154
 DV0154.The horizontal coordinates were scaled from a topographic map and have
 DV0154.an estimated accuracy of +/- 6 seconds.
 DV0154
 DV0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0154.The vertical order pertains to the NGVD 29 superseded value.
 DV0154
 DV0154.The geoid height was determined by GEOID03.
 DV0154
 DV0154;                    North         East    Units  Estimated Accuracy
 DV0154;SPC AZ C     -   323,870.      192,660.      MT  (+/- 180 meters Scaled)
 DV0154
 DV0154                          SUPERSEDED SURVEY CONTROL
 DV0154
 DV0154  NGVD 29 (??/??/92)  620.200  (m)         2034.77   (f) ADJ UNCH    2 0
 DV0154
 DV0154.Superseded values are not recommended for survey control.
 DV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0154.See file dsdata.txt to determine how the superseded data were derived.
 DV0154
 DV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC945539(NAD 83)
 DV0154_MARKER: DB = BENCH MARK DISK
 DV0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0154_STAMPING: J 343 1958
 DV0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0154+STABILITY: SURFACE MOTION
 DV0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0154+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0154
 DV0154  HISTORY     - Date     Condition        Report By
 DV0154  HISTORY     - 1958     MONUMENTED       CGS
 DV0154  HISTORY     - 1959     GOOD             NGS
 DV0154  HISTORY     - 19951015 GOOD             USPSQD
 DV0154  HISTORY     - 20021102 GOOD             MCDOT
 DV0154  HISTORY     - 20070629 GOOD             GEOCAC
 DV0154
 DV0154                          STATION DESCRIPTION
 DV0154
 DV0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0154'11.0 MI S FROM BLACK CANYON.
 DV0154'11.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0154'CANYON, 0.35 MILE SOUTH OF MILEPOST 233, 99 FEET EAST OF THE CENTER OF
 DV0154'THE HIGHWAY, 85 FEET SOUTH OF A GATE LEADING TO THE GEORGE HOWARD
 DV0154'HOME, 3 FEET WEST OF THE FENCE, 3 FEET SOUTH OF THE WITNESS POST, SET
 DV0154'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 DV0154
 DV0154                          STATION RECOVERY (1995)
 DV0154
 DV0154'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0154'RECOVERED IN GOOD CONDITION.
 DV0154
 DV0154                          STATION RECOVERY (2002)
 DV0154
 DV0154'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0154'USING RTK AND THE MCDOT GDACS VERTICAL ADJUSTMENT, WE AGREED WITH THE
 DV0154'PUBLISHED ELEVATION BY 0.12 FEET(WE WERE HIGHER, OUR ELEVATION WAS
 DV0154'2036.915 FEET). THE CORRECTED LAT(GRS80)=33 55 14.731640  AND
 DV0154'LONG(GRS80)=-112 08 25.624480.
 DV0154
 DV0154                          STATION RECOVERY (2007)
 DV0154
 DV0154'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0905 ***********************************************************************
 DA0905  DESIGNATION -  J 344
 DA0905  PID         -  DA0905
 DA0905  STATE/COUNTY-  AZ/PIMA
 DA0905  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0905
 DA0905                         *CURRENT SURVEY CONTROL
 DA0905  ___________________________________________________________________
 DA0905* NAD 83(1986)-  32 06 00.     (N)    113 17 16.     (W)     SCALED    
 DA0905* NAVD 88     -       277.83   (+/-2cm)     911.5    (feet)  VERTCON   
 DA0905  ___________________________________________________________________
 DA0905  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DA0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0905
 DA0905.The horizontal coordinates were scaled from a topographic map and have
 DA0905.an estimated accuracy of +/- 6 seconds.
 DA0905
 DA0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0905.The vertical order pertains to the NGVD 29 superseded value.
 DA0905
 DA0905.The geoid height was determined by GEOID03.
 DA0905
 DA0905;                    North         East    Units  Estimated Accuracy
 DA0905;SPC AZ C     -   122,780.       83,950.      MT  (+/- 180 meters Scaled)
 DA0905
 DA0905                          SUPERSEDED SURVEY CONTROL
 DA0905
 DA0905  NGVD 29 (??/??/92)  277.152  (m)          909.29   (f) ADJ UNCH    2 0
 DA0905
 DA0905.Superseded values are not recommended for survey control.
 DA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0905.See file dsdata.txt to determine how the superseded data were derived.
 DA0905
 DA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA841538(NAD 83)
 DA0905_MARKER: DB = BENCH MARK DISK
 DA0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0905_STAMPING: J 344 1961
 DA0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0905+STABILITY: SURFACE MOTION
 DA0905
 DA0905  HISTORY     - Date     Condition        Report By
 DA0905  HISTORY     - 1961     MONUMENTED       CGS
 DA0905  HISTORY     - 1962     GOOD             NGS
 DA0905
 DA0905                          STATION DESCRIPTION
 DA0905
 DA0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0905'0.1 MI W FROM PAPAGO WELL.
 DA0905'ABOUT 0.1 MILE WEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER TANK AT
 DA0905'PAPAGO WELL.  OR ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA
 DA0905'AND GILA BEND RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILE
 DA0905'SOUTHEAST ALONG STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN
 DA0905'OILED ROAD.  THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO
 DA0905'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 14.35 MILES SOUTHWEST
 DA0905'ALONG A TRAIL ROAD.  THENCE 8.6 MILES SOUTHWEST ALONG A DIM TRAIL
 DA0905'ROAD, 2.7 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0905'WHICH PROJECTS 16 FEET AND IS NUMBERED 31, 1.2 MILES GENERAL WESTERLY
 DA0905'DIRECTION OF A 4X4- INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0905'FEET AND IS NUMBERED 32, 100 FEET NORTHWEST OF THE CENTER OF THE
 DA0905'JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD, 15 FEET NORTHEAST OF THE
 DA0905'CENTER LINE OF THE TRAIL ROAD LEADING SOUTHWEST, 27 FEET SOUTHWEST OF
 DA0905'THE CENTER LINE OF THE TRAIL ROAD LEADING NORTHWEST, 65 FEET NORTHWEST
 DA0905'OF A TULE WELL SIGN, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 DA0905'LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0905'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0594 ***********************************************************************
 ES0594  DESIGNATION -  J 344
 ES0594  PID         -  ES0594
 ES0594  STATE/COUNTY-  AZ/YAVAPAI
 ES0594  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0594
 ES0594                         *CURRENT SURVEY CONTROL
 ES0594  ___________________________________________________________________
 ES0594* NAD 83(1986)-  34 32 06.     (N)    111 56 04.     (W)     SCALED    
 ES0594* NAVD 88     -      1280.95   (+/-2cm)    4202.6    (feet)  VERTCON   
 ES0594  ___________________________________________________________________
 ES0594  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0594
 ES0594.The horizontal coordinates were scaled from a topographic map and have
 ES0594.an estimated accuracy of +/- 6 seconds.
 ES0594
 ES0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0594.The vertical order pertains to the NGVD 29 superseded value.
 ES0594
 ES0594.The geoid height was determined by GEOID03.
 ES0594
 ES0594;                    North         East    Units  Estimated Accuracy
 ES0594;SPC AZ C     -   391,990.      211,730.      MT  (+/- 180 meters Scaled)
 ES0594
 ES0594                          SUPERSEDED SURVEY CONTROL
 ES0594
 ES0594  NGVD 29 (??/??/92) 1280.149  (m)         4199.96   (f) ADJ UNCH    2 0
 ES0594
 ES0594.Superseded values are not recommended for survey control.
 ES0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0594.See file dsdata.txt to determine how the superseded data were derived.
 ES0594
 ES0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD142218(NAD 83)
 ES0594_MARKER: DD = SURVEY DISK
 ES0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0594_SP_SET: CULVERT
 ES0594_STAMPING: J 344 1959
 ES0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0594
 ES0594  HISTORY     - Date     Condition        Report By
 ES0594  HISTORY     - 1959     MONUMENTED       AZHD
 ES0594  HISTORY     - 1959     GOOD             NGS
 ES0594
 ES0594                          STATION DESCRIPTION
 ES0594
 ES0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0594'5.8 MI S FROM CAMP VERDE.
 ES0594'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ES0594'OFFICE IN CAMP VERDE 2.8 MILES SOUTH ALONG STATE HIGHWAY 79, 0.45
 ES0594'MILES SOUTH OF MILEPOST 283, 22 FEET WEST OF THE CENTER OF THE
 ES0594'HIGHWAY, CEMENTED IN THE CENTER OF A 8 FOOT CULVERT. 66 FEET NORTHWEST
 ES0594'OF THE SOUTHWEST END OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0880 ***********************************************************************
 DA0880  DESIGNATION -  J 345
 DA0880  PID         -  DA0880
 DA0880  STATE/COUNTY-  AZ/PIMA
 DA0880  USGS QUAD   -  NORTH OF AGUA DULCE (1990)
 DA0880
 DA0880                         *CURRENT SURVEY CONTROL
 DA0880  ___________________________________________________________________
 DA0880* NAD 83(1986)-  32 14 25.     (N)    113 09 02.     (W)     SCALED    
 DA0880* NAVD 88     -       286.04   (+/-2cm)     938.4    (feet)  VERTCON   
 DA0880  ___________________________________________________________________
 DA0880  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DA0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0880
 DA0880.The horizontal coordinates were scaled from a topographic map and have
 DA0880.an estimated accuracy of +/- 6 seconds.
 DA0880
 DA0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0880.The vertical order pertains to the NGVD 29 superseded value.
 DA0880
 DA0880.The geoid height was determined by GEOID03.
 DA0880
 DA0880;                    North         East    Units  Estimated Accuracy
 DA0880;SPC AZ C     -   138,180.       97,080.      MT  (+/- 180 meters Scaled)
 DA0880
 DA0880                          SUPERSEDED SURVEY CONTROL
 DA0880
 DA0880  NGVD 29 (??/??/92)  285.366  (m)          936.24   (f) ADJ UNCH    2 0
 DA0880
 DA0880.Superseded values are not recommended for survey control.
 DA0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0880.See file dsdata.txt to determine how the superseded data were derived.
 DA0880
 DA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA973690(NAD 83)
 DA0880_MARKER: DB = BENCH MARK DISK
 DA0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0880_STAMPING: J 345 1961
 DA0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0880+STABILITY: SURFACE MOTION
 DA0880
 DA0880  HISTORY     - Date     Condition        Report By
 DA0880  HISTORY     - 1961     MONUMENTED       CGS
 DA0880  HISTORY     - 1962     GOOD             NGS
 DA0880
 DA0880                          STATION DESCRIPTION
 DA0880
 DA0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0880'34.25 MI SW FROM AJO.
 DA0880'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0880'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0880'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0880'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0880'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0880'ALONG A TRAIL ROAD.  THENCE 10.6 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0880'3.35 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0880'PROJECTS 16 FEET AND IS NUMBERED 46, 1.6 MILES NORTHWEST OF A 4X4-INCH
 DA0880'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 47,
 DA0880'28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A
 DA0880'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0880'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0520 ***********************************************************************
 ES0520  DESIGNATION -  J 345
 ES0520  PID         -  ES0520
 ES0520  STATE/COUNTY-  AZ/COCONINO
 ES0520  USGS QUAD   -  MUNDS PARK (1974)
 ES0520
 ES0520                         *CURRENT SURVEY CONTROL
 ES0520  ___________________________________________________________________
 ES0520* NAD 83(1986)-  34 57 23.     (N)    111 40 35.     (W)     SCALED    
 ES0520* NAVD 88     -      1988.978  (meters)    6525.51   (feet)  ADJUSTED  
 ES0520  ___________________________________________________________________
 ES0520  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 ES0520  DYNAMIC HT  -        1986.185 (meters)    6516.34  (feet)  COMP
 ES0520  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 ES0520
 ES0520  VERT ORDER  -  SECOND    CLASS 0
 ES0520
 ES0520.The horizontal coordinates were scaled from a topographic map and have
 ES0520.an estimated accuracy of +/- 6 seconds.
 ES0520
 ES0520.The orthometric height was determined by differential leveling
 ES0520.and adjusted in June 1991.
 ES0520
 ES0520.The geoid height was determined by GEOID03.
 ES0520
 ES0520.The dynamic height is computed by dividing the NAVD 88
 ES0520.geopotential number by the normal gravity value computed on the
 ES0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0520.degrees latitude (g = 980.6199 gals.).
 ES0520
 ES0520.The modeled gravity was interpolated from observed gravity values.
 ES0520
 ES0520;                    North         East    Units  Estimated Accuracy
 ES0520;SPC AZ C     -   438,760.      235,300.      MT  (+/- 180 meters Scaled)
 ES0520
 ES0520                          SUPERSEDED SURVEY CONTROL
 ES0520
 ES0520  NGVD 29 (??/??/92) 1988.021  (m)         6522.37   (f) ADJ UNCH    2 0
 ES0520
 ES0520.Superseded values are not recommended for survey control.
 ES0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0520.See file dsdata.txt to determine how the superseded data were derived.
 ES0520
 ES0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD382684(NAD 83)
 ES0520_MARKER: DB = BENCH MARK DISK
 ES0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0520_SP_SET: BRIDGE
 ES0520_STAMPING: J 345 1959
 ES0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0520
 ES0520  HISTORY     - Date     Condition        Report By
 ES0520  HISTORY     - 1959     MONUMENTED       CGS
 ES0520
 ES0520                          STATION DESCRIPTION
 ES0520
 ES0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0520'16.4 MI S FROM FLAGSTAFF.
 ES0520'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0520'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0520'THENCE 15.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 2.0 MILES
 ES0520'NORTH OF THE GOLF COURSE, 23 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ES0520'ABOUT 100 FEET NORTH OF A SMALL DIRT CUT, 8.7 FEET SOUTH OF THE
 ES0520'WITNESS POST, CEMENTED IN THE CENTER OF THE EAST HEADWALL OF A 12 FOOT
 ES0520'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0958 ***********************************************************************
 DA0958  DESIGNATION -  J 346
 DA0958  PID         -  DA0958
 DA0958  STATE/COUNTY-  AZ/YUMA
 DA0958  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0958
 DA0958                         *CURRENT SURVEY CONTROL
 DA0958  ___________________________________________________________________
 DA0958* NAD 83(1986)-  32 13 32.     (N)    113 48 42.     (W)     SCALED    
 DA0958* NAVD 88     -       362.41   (+/-2cm)    1189.0    (feet)  VERTCON   
 DA0958  ___________________________________________________________________
 DA0958  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DA0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0958
 DA0958.The horizontal coordinates were scaled from a topographic map and have
 DA0958.an estimated accuracy of +/- 6 seconds.
 DA0958
 DA0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0958.The vertical order pertains to the NGVD 29 superseded value.
 DA0958
 DA0958.The geoid height was determined by GEOID03.
 DA0958
 DA0958;                    North         East    Units  Estimated Accuracy
 DA0958;SPC AZ W     -   135,880.      207,550.      MT  (+/- 180 meters Scaled)
 DA0958
 DA0958                          SUPERSEDED SURVEY CONTROL
 DA0958
 DA0958  NGVD 29 (??/??/92)  361.710  (m)         1186.71   (f) ADJ UNCH    2 0
 DA0958
 DA0958.Superseded values are not recommended for survey control.
 DA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0958.See file dsdata.txt to determine how the superseded data were derived.
 DA0958
 DA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA350689(NAD 83)
 DA0958_MARKER: DB = BENCH MARK DISK
 DA0958_SETTING: 66 = SET IN ROCK OUTCROP
 DA0958_SP_SET: ROCK OUTCROP
 DA0958_STAMPING: J 346 1961
 DA0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0958+STABILITY: POSITION/ELEVATION WELL
 DA0958
 DA0958  HISTORY     - Date     Condition        Report By
 DA0958  HISTORY     - 1961     MONUMENTED       CGS
 DA0958  HISTORY     - 1962     GOOD             NGS
 DA0958
 DA0958                          STATION DESCRIPTION
 DA0958
 DA0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0958'4.0 MI W FROM TULE WELL.
 DA0958'ABOUT 4.0 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0958'COMMISSION SHELTER AT TULE WELL, 0.7 MILE WEST OF A 4X4-INCH WHITE
 DA0958'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 1, 127 FEET
 DA0958'NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 53 FEET SOUTHWEST OF THE
 DA0958'BASE OF A MOUTAIN, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 DA0958'IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0078 ***********************************************************************
 ES0078  DESIGNATION -  J 346
 ES0078  PID         -  ES0078
 ES0078  STATE/COUNTY-  AZ/NAVAJO
 ES0078  USGS QUAD   -  HOLBROOK (1986)
 ES0078
 ES0078                         *CURRENT SURVEY CONTROL
 ES0078  ___________________________________________________________________
 ES0078* NAD 83(1986)-  34 54 08.     (N)    110 10 30.     (W)     SCALED    
 ES0078* NAVD 88     -      1546.563  (meters)    5074.02   (feet)  ADJUSTED  
 ES0078  ___________________________________________________________________
 ES0078  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0078  DYNAMIC HT  -        1544.446 (meters)    5067.07  (feet)  COMP
 ES0078  MODELED GRAV-     979,211.5   (mgal)                       NAVD 88
 ES0078
 ES0078  VERT ORDER  -  FIRST     CLASS II
 ES0078
 ES0078.The horizontal coordinates were scaled from a topographic map and have
 ES0078.an estimated accuracy of +/- 6 seconds.
 ES0078
 ES0078.The orthometric height was determined by differential leveling
 ES0078.and adjusted in June 1991.
 ES0078
 ES0078.The geoid height was determined by GEOID03.
 ES0078
 ES0078.The dynamic height is computed by dividing the NAVD 88
 ES0078.geopotential number by the normal gravity value computed on the
 ES0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0078.degrees latitude (g = 980.6199 gals.).
 ES0078
 ES0078.The modeled gravity was interpolated from observed gravity values.
 ES0078
 ES0078;                    North         East    Units  Estimated Accuracy
 ES0078;SPC AZ E     -   432,730.      212,600.      MT  (+/- 180 meters Scaled)
 ES0078
 ES0078                          SUPERSEDED SURVEY CONTROL
 ES0078
 ES0078  NGVD 29 (??/??/92) 1545.755  (m)         5071.36   (f) ADJ UNCH    1 2
 ES0078
 ES0078.Superseded values are not recommended for survey control.
 ES0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0078.See file dsdata.txt to determine how the superseded data were derived.
 ES0078
 ES0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD753625(NAD 83)
 ES0078_MARKER: DB = BENCH MARK DISK
 ES0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0078_SP_SET: BRIDGE
 ES0078_STAMPING: J 346 1959
 ES0078_MARK LOGO: CGS   
 ES0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0078
 ES0078  HISTORY     - Date     Condition        Report By
 ES0078  HISTORY     - 1959     MONUMENTED       CGS
 ES0078  HISTORY     - 1983     GOOD             NGS
 ES0078
 ES0078                          STATION DESCRIPTION
 ES0078
 ES0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0078'IN HOLBROOK.
 ES0078'1.0 MILE WEST ON N.W. CENTRAL FROM THE RAILROAD DEPOT AT HOLBROOK,
 ES0078'NAVAJO COUNTY, 174 FEET WEST OF RAILROAD MILEPOST NUMBER 254, 10 FEET
 ES0078'NORTH OF THE NORTH TRACK, CEMENTED IN A DRILL HOLE IN THE CENTER OF
 ES0078'THE NORTH HEADWALL OF A 7-FOOT CONCRETE BRIDGE.
 ES0078
 ES0078                          STATION RECOVERY (1983)
 ES0078
 ES0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0998 ***********************************************************************
 DA0998  DESIGNATION -  J 347
 DA0998  PID         -  DA0998
 DA0998  STATE/COUNTY-  AZ/YUMA
 DA0998  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0998
 DA0998                         *CURRENT SURVEY CONTROL
 DA0998  ___________________________________________________________________
 DA0998* NAD 83(1986)-  32 10 46.     (N)    113 42 31.     (W)     SCALED    
 DA0998* NAVD 88     -       367.19   (+/-2cm)    1204.7    (feet)  VERTCON   
 DA0998  ___________________________________________________________________
 DA0998  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0998
 DA0998.The horizontal coordinates were scaled from a topographic map and have
 DA0998.an estimated accuracy of +/- 6 seconds.
 DA0998
 DA0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0998.The vertical order pertains to the NGVD 29 superseded value.
 DA0998
 DA0998.The geoid height was determined by GEOID03.
 DA0998
 DA0998;                    North         East    Units  Estimated Accuracy
 DA0998;SPC AZ W     -   130,770.      217,260.      MT  (+/- 180 meters Scaled)
 DA0998
 DA0998                          SUPERSEDED SURVEY CONTROL
 DA0998
 DA0998  NGVD 29 (??/??/92)  366.498  (m)         1202.42   (f) ADJ UNCH    2 0
 DA0998
 DA0998.Superseded values are not recommended for survey control.
 DA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0998.See file dsdata.txt to determine how the superseded data were derived.
 DA0998
 DA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA446635(NAD 83)
 DA0998_MARKER: DB = BENCH MARK DISK
 DA0998_SETTING: 80 = SET IN A BOULDER
 DA0998_SP_SET: BOULDER
 DA0998_STAMPING: J 347 1961
 DA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0998+STABILITY: SURFACE MOTION
 DA0998
 DA0998  HISTORY     - Date     Condition        Report By
 DA0998  HISTORY     - 1961     MONUMENTED       CGS
 DA0998  HISTORY     - 1962     GOOD             NGS
 DA0998
 DA0998                          STATION DESCRIPTION
 DA0998
 DA0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0998'4.2 MI SE FROM TULE WELL.
 DA0998'ABOUT 4.2 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0998'COMMISSION SHELTER AT TULE WELL, 4.2 MILES SOUTHEAST OF A 4X4-INCH
 DA0998'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28,
 DA0998'NORTHEAST OF AND AT THE FOOT OF A SMALL MOUNTAIN, 152 FEET SOUTHWEST
 DA0998'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A LIMESTONE BOULDER
 DA0998'WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, 135 FEET SOUTH OF THE
 DA0998'CENTER LINE OF A SANDY WASH, 51.3 FEET SOUTH-SOUTHWEST OF A METAL
 DA0998'WITNESS POST, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0228 ***********************************************************************
 FP0228  DESIGNATION -  J 347
 FP0228  PID         -  FP0228
 FP0228  STATE/COUNTY-  AZ/APACHE
 FP0228  USGS QUAD   -  HOUCK (1971)
 FP0228
 FP0228                         *CURRENT SURVEY CONTROL
 FP0228  ___________________________________________________________________
 FP0228* NAD 83(1986)-  35 16 46.     (N)    109 14 45.     (W)     SCALED    
 FP0228* NAVD 88     -      1828.450  (meters)    5998.84   (feet)  ADJUSTED  
 FP0228  ___________________________________________________________________
 FP0228  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 FP0228  DYNAMIC HT  -        1825.908 (meters)    5990.50  (feet)  COMP
 FP0228  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 FP0228
 FP0228  VERT ORDER  -  SECOND    CLASS 0
 FP0228
 FP0228.The horizontal coordinates were scaled from a topographic map and have
 FP0228.an estimated accuracy of +/- 6 seconds.
 FP0228
 FP0228.The orthometric height was determined by differential leveling
 FP0228.and adjusted in June 1991.
 FP0228
 FP0228.The geoid height was determined by GEOID03.
 FP0228
 FP0228.The dynamic height is computed by dividing the NAVD 88
 FP0228.geopotential number by the normal gravity value computed on the
 FP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0228.degrees latitude (g = 980.6199 gals.).
 FP0228
 FP0228.The modeled gravity was interpolated from observed gravity values.
 FP0228
 FP0228;                    North         East    Units  Estimated Accuracy
 FP0228;SPC AZ E     -   474,960.      297,130.      MT  (+/- 180 meters Scaled)
 FP0228
 FP0228                          SUPERSEDED SURVEY CONTROL
 FP0228
 FP0228  NGVD 29 (??/??/92) 1827.500  (m)         5995.72   (f) ADJ UNCH    2 0
 FP0228
 FP0228.Superseded values are not recommended for survey control.
 FP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0228.See file dsdata.txt to determine how the superseded data were derived.
 FP0228
 FP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE595054(NAD 83)
 FP0228_MARKER: DB = BENCH MARK DISK
 FP0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0228_SP_SET: BRIDGE
 FP0228_STAMPING: J 347 1959
 FP0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0228
 FP0228  HISTORY     - Date     Condition        Report By
 FP0228  HISTORY     - 1959     MONUMENTED       CGS
 FP0228  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0228
 FP0228                          STATION DESCRIPTION
 FP0228
 FP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0228'6.55 MI E FROM SANDERS.
 FP0228'6.55 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0228'SANDERS, ABOUT 0.1 MLE EAST OF BIG ARROW TRADING POST, 0.05 MILE WEST
 FP0228'OF MILEPOST 368, 32 FEET FOUTH OF THE CNETER OF THE BOUND TRAFFIC
 FP0228'LANE, CEMENTED IN A DRILL HOLE 4.5 FEET WEST OF THE EAST END OF THE
 FP0228'SOUTH HEADWALL OF A CONCRETE BRIDGE THAT IS ABOUT 4 FEET LOWER THAN
 FP0228'THE HIGHWAY.
 FP0228
 FP0228                          STATION RECOVERY (1983)
 FP0228
 FP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0012 ***********************************************************************
 DB0012  DESIGNATION -  J 348
 DB0012  PID         -  DB0012
 DB0012  STATE/COUNTY-  AZ/YUMA
 DB0012  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB0012
 DB0012                         *CURRENT SURVEY CONTROL
 DB0012  ___________________________________________________________________
 DB0012* NAD 83(1986)-  32 21 14.     (N)    114 07 46.     (W)     SCALED    
 DB0012* NAVD 88     -       300.18   (+/-2cm)     984.8    (feet)  VERTCON   
 DB0012  ___________________________________________________________________
 DB0012  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DB0012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0012
 DB0012.The horizontal coordinates were scaled from a topographic map and have
 DB0012.an estimated accuracy of +/- 6 seconds.
 DB0012
 DB0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0012.The vertical order pertains to the NGVD 29 superseded value.
 DB0012
 DB0012.The geoid height was determined by GEOID03.
 DB0012
 DB0012;                    North         East    Units  Estimated Accuracy
 DB0012;SPC AZ W     -   150,170.      177,650.      MT  (+/- 180 meters Scaled)
 DB0012
 DB0012                          SUPERSEDED SURVEY CONTROL
 DB0012
 DB0012  NGVD 29 (??/??/??)  299.491  (m)          982.58   (f) ADJUSTED    2 0
 DB0012
 DB0012.Superseded values are not recommended for survey control.
 DB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0012.See file dsdata.txt to determine how the superseded data were derived.
 DB0012
 DB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR701832(NAD 83)
 DB0012_MARKER: DB = BENCH MARK DISK
 DB0012_SETTING: 66 = SET IN ROCK OUTCROP
 DB0012_SP_SET: ROCK OUTCROP
 DB0012_STAMPING: J 348 1962
 DB0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0012+STABILITY: POSITION/ELEVATION WELL
 DB0012
 DB0012  HISTORY     - Date     Condition        Report By
 DB0012  HISTORY     - 1962     MONUMENTED       CGS
 DB0012
 DB0012                          STATION DESCRIPTION
 DB0012
 DB0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0012'37.8 MI SSW FROM LIGURTA.
 DB0012'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0012'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0012'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0012'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0012'A WASH, THENCE 18.65 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.4
 DB0012'MILE EAST SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DB0012'WHICH PROJECTS 16 FEET AND IS NUMBER 13, 36 FEET NORTHEAST OF AND
 DB0012'ACROSS THE TRAIL ROAD FROM A LONE PYRAMIDAL SHAPED ROCK
 DB0012'FORMATION, 13 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 DB0012'ROAD, AT THE SOUTHWEST END OF A ROCKY PROJECTION, 3.9 FEET
 DB0012'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 DB0012'OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING
 DB0012'18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1185 ***********************************************************************
 CZ1185  DESIGNATION -  J 348
 CZ1185  PID         -  CZ1185
 CZ1185  STATE/COUNTY-  AZ/PINAL
 CZ1185  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1185
 CZ1185                         *CURRENT SURVEY CONTROL
 CZ1185  ___________________________________________________________________
 CZ1185* NAD 83(1986)-  32 50 18.     (N)    111 44 24.     (W)     SCALED    
 CZ1185* NAVD 88     -       433.65   (+/-2cm)    1422.7    (feet)  VERTCON   
 CZ1185  ___________________________________________________________________
 CZ1185  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ1185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1185
 CZ1185.The horizontal coordinates were scaled from a topographic map and have
 CZ1185.an estimated accuracy of +/- 6 seconds.
 CZ1185
 CZ1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1185.The vertical order pertains to the NGVD 29 superseded value.
 CZ1185
 CZ1185.The geoid height was determined by GEOID03.
 CZ1185
 CZ1185;                    North         East    Units  Estimated Accuracy
 CZ1185;SPC AZ C     -   203,840.      229,900.      MT  (+/- 180 meters Scaled)
 CZ1185
 CZ1185                          SUPERSEDED SURVEY CONTROL
 CZ1185
 CZ1185  NGVD 29 (??/??/92)  433.074  (m)         1420.84   (f) ADJ UNCH    2 0
 CZ1185
 CZ1185.Superseded values are not recommended for survey control.
 CZ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1185.See file dsdata.txt to determine how the superseded data were derived.
 CZ1185
 CZ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB307336(NAD 83)
 CZ1185_MARKER: DB = BENCH MARK DISK
 CZ1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1185_SP_SET: STONEPIPE
 CZ1185_STAMPING: J 348 1960
 CZ1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1185
 CZ1185  HISTORY     - Date     Condition        Report By
 CZ1185  HISTORY     - 1960     MONUMENTED       CGS
 CZ1185  HISTORY     - 1966     MARK NOT FOUND   DOD
 CZ1185  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ1185
 CZ1185                          STATION DESCRIPTION
 CZ1185
 CZ1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1185'4.8 MI SE FROM CASA GRANDE.
 CZ1185'2 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1185'GRANDE, THENCE ABOUT 2.8 MILES SOUTH ON BLACKTOP ROAD, 300 FEET SOUTH
 CZ1185'OF NEW HIGHWAY, 30 FEET NORTH OF WITNESS POST, 1.5 FEET WEST OF FENCE,
 CZ1185'SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 4 INCHES.
 CZ1185
 CZ1185                          STATION RECOVERY (1966)
 CZ1185
 CZ1185'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1185'MARK NOT FOUND.
 CZ1185
 CZ1185                          STATION RECOVERY (2007)
 CZ1185
 CZ1185'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0087 ***********************************************************************
 DA0087  DESIGNATION -  J 349
 DA0087  PID         -  DA0087
 DA0087  STATE/COUNTY-  AZ/PINAL
 DA0087  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0087
 DA0087                         *CURRENT SURVEY CONTROL
 DA0087  ___________________________________________________________________
 DA0087* NAD 83(1986)-  32 50 19.     (N)    112 07 14.     (W)     SCALED    
 DA0087* NAVD 88     -       537.29   (+/-2cm)    1762.8    (feet)  VERTCON   
 DA0087  ___________________________________________________________________
 DA0087  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0087
 DA0087.The horizontal coordinates were scaled from a topographic map and have
 DA0087.an estimated accuracy of +/- 6 seconds.
 DA0087
 DA0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0087.The vertical order pertains to the NGVD 29 superseded value.
 DA0087
 DA0087.The geoid height was determined by GEOID03.
 DA0087
 DA0087;                    North         East    Units  Estimated Accuracy
 DA0087;SPC AZ C     -   203,870.      194,270.      MT  (+/- 180 meters Scaled)
 DA0087
 DA0087                          SUPERSEDED SURVEY CONTROL
 DA0087
 DA0087  NGVD 29 (??/??/92)  536.654  (m)         1760.67   (f) ADJ UNCH    2 0
 DA0087
 DA0087.Superseded values are not recommended for survey control.
 DA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0087.See file dsdata.txt to determine how the superseded data were derived.
 DA0087
 DA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB951339(NAD 83)
 DA0087_MARKER: DB = BENCH MARK DISK
 DA0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0087_SP_SET: FOUNDATION
 DA0087_STAMPING: J 349 1960
 DA0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0087
 DA0087  HISTORY     - Date     Condition        Report By
 DA0087  HISTORY     - 1960     MONUMENTED       CGS
 DA0087  HISTORY     - 1977     GOOD             USGS
 DA0087
 DA0087                          STATION DESCRIPTION
 DA0087
 DA0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0087'9.0 MI W FROM STANFIELD.
 DA0087'9.0 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0087'STANFIELD, ABOUT 150 FEET NORTHWEST OF MILEPOST 156, 51 FEET NORTH OF
 DA0087'CENTER LINE OF HIGHWAY, 4 FEET SOUTH OF WITNESS POST, CEMENTED IN
 DA0087'DRILL HOLE IN AN OLD FOUNDATION FOR SERVICE STATION GAS PUMPS.
 DA0087
 DA0087                          STATION RECOVERY (1977)
 DA0087
 DA0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0087'STANFIELD POST OFFICE, 10.2 MI W. AND SW. OF ALONG HWY. 84. JUST
 DA0087'AFTER MILEPOST 156. 51 FT NW. OF THE CENTERLINE OF THE HWY., 4 FT S
 DA0087'OF A WITNESS POST, AND ABOUT LEVEL WITH HWY. SURFACE. SET IN CENTER
 DA0087'OF ABANDONED CONCRETE FOUNDATION FOR A GAS PUMP. NGS DISK STAMPED J
 DA0087'349 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0940 ***********************************************************************
 DA0940  DESIGNATION -  J 349
 DA0940  PID         -  DA0940
 DA0940  STATE/COUNTY-  AZ/YUMA
 DA0940  USGS QUAD   -  BUCK PEAK (1990)
 DA0940
 DA0940                         *CURRENT SURVEY CONTROL
 DA0940  ___________________________________________________________________
 DA0940* NAD 83(1986)-  32 22 54.     (N)    113 56 54.     (W)     SCALED    
 DA0940* NAVD 88     -       309.99   (+/-2cm)    1017.0    (feet)  VERTCON   
 DA0940  ___________________________________________________________________
 DA0940  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DA0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0940
 DA0940.The horizontal coordinates were scaled from a topographic map and have
 DA0940.an estimated accuracy of +/- 6 seconds.
 DA0940
 DA0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0940.The vertical order pertains to the NGVD 29 superseded value.
 DA0940
 DA0940.The geoid height was determined by GEOID03.
 DA0940
 DA0940;                    North         East    Units  Estimated Accuracy
 DA0940;SPC AZ W     -   153,210.      194,700.      MT  (+/- 180 meters Scaled)
 DA0940
 DA0940                          SUPERSEDED SURVEY CONTROL
 DA0940
 DA0940  NGVD 29 (??/??/92)  309.294  (m)         1014.74   (f) ADJ UNCH    2 0
 DA0940
 DA0940.Superseded values are not recommended for survey control.
 DA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0940.See file dsdata.txt to determine how the superseded data were derived.
 DA0940
 DA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA226865(NAD 83)
 DA0940_MARKER: DB = BENCH MARK DISK
 DA0940_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0940_SP_SET: 6 1/2 FT
 DA0940_STAMPING: J 349 1961
 DA0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0940
 DA0940  HISTORY     - Date     Condition        Report By
 DA0940  HISTORY     - 1961     MONUMENTED       CGS
 DA0940  HISTORY     - 1962     GOOD             NGS
 DA0940
 DA0940                          STATION DESCRIPTION
 DA0940
 DA0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0940'19.7 MI NW FROM TULE WELL.
 DA0940'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0940'COMMISSION SHELTER AT TULE WELL.  THENCE 16.4 MILES NORTHWEST ALONG A
 DA0940'DIM TRAIL ROAD, 3.4 MILES GENERAL SOUTHEASTERLY DIRECTION OF A
 DA0940'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0940'NUMBERED 5, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD,
 DA0940'2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 DA0940'LEVEL OF THE TRAIL ROAD, AND CLAMPED ON A COPPER COATED ROD WHICH IS
 DA0940'DRIVEN TO A DEPTH OF 6 1/2 FEET AND IS ENCASED IN A 6-INCH TILE
 DA0940'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0296 ***********************************************************************
 ER0296  DESIGNATION -  J 35
 ER0296  PID         -  ER0296
 ER0296  STATE/COUNTY-  AZ/NAVAJO
 ER0296  USGS QUAD   -  PADILLA TANK (1982)
 ER0296
 ER0296                         *CURRENT SURVEY CONTROL
 ER0296  ___________________________________________________________________
 ER0296* NAD 83(1986)-  34 49 31.     (N)    109 54 29.     (W)     SCALED    
 ER0296* NAVD 88     -      1707.946  (meters)    5603.49   (feet)  ADJUSTED  
 ER0296  ___________________________________________________________________
 ER0296  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ER0296  DYNAMIC HT  -        1705.558 (meters)    5595.65  (feet)  COMP
 ER0296  MODELED GRAV-     979,176.2   (mgal)                       NAVD 88
 ER0296
 ER0296  VERT ORDER  -  SECOND    CLASS 0
 ER0296
 ER0296.The horizontal coordinates were scaled from a topographic map and have
 ER0296.an estimated accuracy of +/- 6 seconds.
 ER0296
 ER0296.The orthometric height was determined by differential leveling
 ER0296.and adjusted in June 1991.
 ER0296
 ER0296.The geoid height was determined by GEOID03.
 ER0296
 ER0296.The dynamic height is computed by dividing the NAVD 88
 ER0296.geopotential number by the normal gravity value computed on the
 ER0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0296.degrees latitude (g = 980.6199 gals.).
 ER0296
 ER0296.The modeled gravity was interpolated from observed gravity values.
 ER0296
 ER0296;                    North         East    Units  Estimated Accuracy
 ER0296;SPC AZ E     -   424,220.      237,020.      MT  (+/- 180 meters Scaled)
 ER0296
 ER0296                          SUPERSEDED SURVEY CONTROL
 ER0296
 ER0296  NGVD 29 (??/??/92) 1707.081  (m)         5600.65   (f) ADJ UNCH    2 0
 ER0296
 ER0296.Superseded values are not recommended for survey control.
 ER0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0296.See file dsdata.txt to determine how the superseded data were derived.
 ER0296
 ER0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD998542(NAD 83)
 ER0296_MARKER: DB = BENCH MARK DISK
 ER0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0296_STAMPING: J 35 1934
 ER0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0296+STABILITY: SURFACE MOTION
 ER0296
 ER0296  HISTORY     - Date     Condition        Report By
 ER0296  HISTORY     - 1934     MONUMENTED       CGS
 ER0296  HISTORY     - 1955     POOR             USGS
 ER0296  HISTORY     - 1976     GOOD             USGS
 ER0296
 ER0296                          STATION DESCRIPTION
 ER0296
 ER0296'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 ER0296'16.5 MI SE FROM HOLBROOK.
 ER0296'16.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0296'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.2 MILE WEST
 ER0296'OF THE WESTERN BOUNDARY FENCE OF PETRIFIED NATIONAL FOREST, 0.1 MILE
 ER0296'WEST OF A SERVICE STATION, AT THE WEST END OF A LARGE CURVE, AND 126
 ER0296'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 ER0296'J 35 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS
 ER0296'FOUND PUSHED OVER AT ABOUT A 30-DEGREE ANGLE FROM THE VERTICAL.
 ER0296
 ER0296                          STATION RECOVERY (1976)
 ER0296
 ER0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0296'HOLBROOK, 13.0 MILES SE. OF ALONG U.S. HWY 180 FROM THE A.T. & S.F.
 ER0296'RAILROAD STATION, THENCE SE. 3.5 MILES ALONG OLD HWY. TO BM ON LEFT,
 ER0296'0.1 MILES E. OF HOUSE (OLD SERVICE STATION)& 126 FT N. OF CENTERLINE
 ER0296'RD. BM IS APPROX. 30 DEGREES FROM THE VERTICAL, BUT WAS RELEVELED ON
 ER0296'BY DOR IN THIS CONDITION IN 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0110 ***********************************************************************
 DB0110  DESIGNATION -  J 350
 DB0110  PID         -  DB0110
 DB0110  STATE/COUNTY-  AZ/YUMA
 DB0110  USGS QUAD   -  FORTUNA SW (1965)
 DB0110
 DB0110                         *CURRENT SURVEY CONTROL
 DB0110  ___________________________________________________________________
 DB0110* NAD 83(1986)-  32 34 59.     (N)    114 22 38.     (W)     SCALED    
 DB0110* NAVD 88     -       173.20   (+/-2cm)     568.2    (feet)  VERTCON   
 DB0110  ___________________________________________________________________
 DB0110  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DB0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0110
 DB0110.The horizontal coordinates were scaled from a topographic map and have
 DB0110.an estimated accuracy of +/- 6 seconds.
 DB0110
 DB0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0110.The vertical order pertains to the NGVD 29 superseded value.
 DB0110
 DB0110.The geoid height was determined by GEOID03.
 DB0110
 DB0110;                    North         East    Units  Estimated Accuracy
 DB0110;SPC AZ W     -   175,700.      154,470.      MT  (+/- 180 meters Scaled)
 DB0110
 DB0110                          SUPERSEDED SURVEY CONTROL
 DB0110
 DB0110  NGVD 29 (??/??/??)  172.524  (m)          566.02   (f) ADJUSTED    2 0
 DB0110
 DB0110.Superseded values are not recommended for survey control.
 DB0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0110.See file dsdata.txt to determine how the superseded data were derived.
 DB0110
 DB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS461081(NAD 83)
 DB0110_MARKER: DB = BENCH MARK DISK
 DB0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0110_STAMPING: J 350 1962
 DB0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0110+STABILITY: SURFACE MOTION
 DB0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0110+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0110
 DB0110  HISTORY     - Date     Condition        Report By
 DB0110  HISTORY     - 1962     MONUMENTED       CGS
 DB0110  HISTORY     - 20060303 GOOD             GEOCAC
 DB0110
 DB0110                          STATION DESCRIPTION
 DB0110
 DB0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0110'13.4 MI SW FROM LIGURTA.
 DB0110'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0110'STATION AND CAFE AT LIGURTA, THENCE 6.3 MILES SOUTH SOUTHEAST
 DB0110'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 0.8 MILE
 DB0110'SOUTH SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0110'PROJECTS 16 FEET AND IS NUMBER 9, ON THE CREST OF A HILL FORMING
 DB0110'A BENCH, 80 YARDS NORTHWEST OF A WASH, 30 FEET SOUTHWEST OF THE
 DB0110'CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A METAL WITNESS
 DB0110'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DB0110'POST PROJECTING 7 INCHES.
 DB0110
 DB0110                          STATION RECOVERY (2006)
 DB0110
 DB0110'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0110'FOUND IN GOOD CONDITION AT N 32  34.958 W 114  22.628, BY HANSOHN. THE
 DB0110'DISK HAS BEEN VANDALIZED.
 DB0110' 
 DB0110'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0110'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0110'RESOURCES OFFICE AT THE MCAS-YUMA.
 DB0110' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1133 ***********************************************************************
 DA1133  DESIGNATION -  J 351
 DA1133  PID         -  DA1133
 DA1133  STATE/COUNTY-  AZ/YUMA
 DA1133  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1133
 DA1133                         *CURRENT SURVEY CONTROL
 DA1133  ___________________________________________________________________
 DA1133* NAD 83(1986)-  32 32 54.     (N)    113 42 57.     (W)     SCALED    
 DA1133* NAVD 88     -       164.49   (+/-2cm)     539.7    (feet)  VERTCON   
 DA1133  ___________________________________________________________________
 DA1133  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DA1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1133
 DA1133.The horizontal coordinates were scaled from a topographic map and have
 DA1133.an estimated accuracy of +/- 6 seconds.
 DA1133
 DA1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1133.The vertical order pertains to the NGVD 29 superseded value.
 DA1133
 DA1133.The geoid height was determined by GEOID03.
 DA1133
 DA1133;                    North         East    Units  Estimated Accuracy
 DA1133;SPC AZ W     -   171,670.      216,570.      MT  (+/- 180 meters Scaled)
 DA1133
 DA1133                          SUPERSEDED SURVEY CONTROL
 DA1133
 DA1133  NGVD 29 (??/??/92)  163.848  (m)          537.56   (f) ADJ UNCH    2 0
 DA1133
 DA1133.Superseded values are not recommended for survey control.
 DA1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1133.See file dsdata.txt to determine how the superseded data were derived.
 DA1133
 DA1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB449044(NAD 83)
 DA1133_MARKER: DB = BENCH MARK DISK
 DA1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1133_STAMPING: J 351 1962
 DA1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1133+STABILITY: SURFACE MOTION
 DA1133
 DA1133  HISTORY     - Date     Condition        Report By
 DA1133  HISTORY     - 1962     MONUMENTED       CGS
 DA1133
 DA1133                          STATION DESCRIPTION
 DA1133
 DA1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1133'20.3 MI SE FROM TACNA.
 DA1133'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1133'TACNA.  THENCE 14.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1133'WELL, 3.4 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1133'WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 2.1 FEET NORTHWEST OF A
 DA1133'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA1133'NUMBERED 18, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5
 DA1133'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA1133'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0928 ***********************************************************************
 DA0928  DESIGNATION -  J 352
 DA0928  PID         -  DA0928
 DA0928  STATE/COUNTY-  AZ/YUMA
 DA0928  USGS QUAD   -  MONREAL WELL (1990)
 DA0928
 DA0928                         *CURRENT SURVEY CONTROL
 DA0928  ___________________________________________________________________
 DA0928* NAD 83(1986)-  32 28 23.     (N)    113 28 06.     (W)     SCALED    
 DA0928* NAVD 88     -       192.12   (+/-2cm)     630.3    (feet)  VERTCON   
 DA0928  ___________________________________________________________________
 DA0928  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0928
 DA0928.The horizontal coordinates were scaled from a topographic map and have
 DA0928.an estimated accuracy of +/- 6 seconds.
 DA0928
 DA0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0928.The vertical order pertains to the NGVD 29 superseded value.
 DA0928
 DA0928.The geoid height was determined by GEOID03.
 DA0928
 DA0928;                    North         East    Units  Estimated Accuracy
 DA0928;SPC AZ W     -   163,360.      239,840.      MT  (+/- 180 meters Scaled)
 DA0928
 DA0928                          SUPERSEDED SURVEY CONTROL
 DA0928
 DA0928  NGVD 29 (??/??/92)  191.482  (m)          628.22   (f) ADJ UNCH    2 0
 DA0928
 DA0928.Superseded values are not recommended for survey control.
 DA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0928.See file dsdata.txt to determine how the superseded data were derived.
 DA0928
 DA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA680955(NAD 83)
 DA0928_MARKER: DB = BENCH MARK DISK
 DA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0928_STAMPING: J 352 1962
 DA0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0928+STABILITY: SURFACE MOTION
 DA0928
 DA0928  HISTORY     - Date     Condition        Report By
 DA0928  HISTORY     - 1962     MONUMENTED       CGS
 DA0928
 DA0928                          STATION DESCRIPTION
 DA0928
 DA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0928'16.35 MI W FROM TONY TANK.
 DA0928'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0928'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA0928'1.2 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE MOHAWK
 DA0928'MOUNTAINS, 0.25 MILES EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0928'WHICH PROJECTS 16 FEET AND IS NUMBERED 39, 64 YARDS NORTHEAST OF AND
 DA0928'ACROSS THE TRAIL ROAD FROM THE BASE OF A ROCKY HILL, 34 FEET NORTHEAST
 DA0928'OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTHEAST OF A METAL
 DA0928'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, SET IN THE TOP OF A
 DA0928'CONCRETE POST WHICH HAS A 6-INCH TILE FORM AND WHICH PROJECTS 10
 DA0928'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0801 ***********************************************************************
 DA0801  DESIGNATION -  J 353
 DA0801  PID         -  DA0801
 DA0801  STATE/COUNTY-  AZ/MARICOPA
 DA0801  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0801
 DA0801                         *CURRENT SURVEY CONTROL
 DA0801  ___________________________________________________________________
 DA0801* NAD 83(1986)-  32 31 16.     (N)    113 17 20.     (W)     SCALED    
 DA0801* NAVD 88     -       202.81   (+/-2cm)     665.4    (feet)  VERTCON   
 DA0801  ___________________________________________________________________
 DA0801  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0801
 DA0801.The horizontal coordinates were scaled from a topographic map and have
 DA0801.an estimated accuracy of +/- 6 seconds.
 DA0801
 DA0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0801.The vertical order pertains to the NGVD 29 superseded value.
 DA0801
 DA0801.The geoid height was determined by GEOID03.
 DA0801
 DA0801;                    North         East    Units  Estimated Accuracy
 DA0801;SPC AZ C     -   169,480.       84,440.      MT  (+/- 180 meters Scaled)
 DA0801
 DA0801                          SUPERSEDED SURVEY CONTROL
 DA0801
 DA0801  NGVD 29 (??/??/92)  202.185  (m)          663.34   (f) ADJ UNCH    2 0
 DA0801
 DA0801.Superseded values are not recommended for survey control.
 DA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0801.See file dsdata.txt to determine how the superseded data were derived.
 DA0801
 DA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB850005(NAD 83)
 DA0801_MARKER: DB = BENCH MARK DISK
 DA0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0801_STAMPING: J 353 1961
 DA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0801+STABILITY: SURFACE MOTION
 DA0801
 DA0801  HISTORY     - Date     Condition        Report By
 DA0801  HISTORY     - 1961     MONUMENTED       CGS
 DA0801  HISTORY     - 1962     GOOD             NGS
 DA0801
 DA0801                          STATION DESCRIPTION
 DA0801
 DA0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0801'2.7 MI NW FROM TONY TANK.
 DA0801'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0801'TONY TANK.  THENCE 1.0 MILE WEST ALONG A TRAIL ROAD, 1.0 MILE WEST OF
 DA0801'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0801'NUMBERED 36, 11  FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 1.8
 DA0801'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD,
 DA0801'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0201 ***********************************************************************
 DB0201  DESIGNATION -  J 353
 DB0201  PID         -  DB0201
 DB0201  STATE/COUNTY-  AZ/YUMA
 DB0201  USGS QUAD   -  FORTUNA (1979)
 DB0201
 DB0201                         *CURRENT SURVEY CONTROL
 DB0201  ___________________________________________________________________
 DB0201* NAD 83(1986)-  32 39 52.     (N)    114 23 36.     (W)     SCALED    
 DB0201* NAVD 88     -       111.019  (meters)     364.23   (feet)  ADJUSTED  
 DB0201  ___________________________________________________________________
 DB0201  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DB0201  DYNAMIC HT  -         110.892 (meters)     363.82  (feet)  COMP
 DB0201  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 DB0201
 DB0201  VERT ORDER  -  FIRST     CLASS II
 DB0201
 DB0201.The horizontal coordinates were scaled from a topographic map and have
 DB0201.an estimated accuracy of +/- 6 seconds.
 DB0201
 DB0201.The orthometric height was determined by differential leveling
 DB0201.and adjusted in June 1991.
 DB0201
 DB0201.The geoid height was determined by GEOID03.
 DB0201
 DB0201.The dynamic height is computed by dividing the NAVD 88
 DB0201.geopotential number by the normal gravity value computed on the
 DB0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0201.degrees latitude (g = 980.6199 gals.).
 DB0201
 DB0201.The modeled gravity was interpolated from observed gravity values.
 DB0201
 DB0201;                    North         East    Units  Estimated Accuracy
 DB0201;SPC AZ W     -   184,730.      153,020.      MT  (+/- 180 meters Scaled)
 DB0201
 DB0201                          SUPERSEDED SURVEY CONTROL
 DB0201
 DB0201  NGVD 29 (??/??/??)  110.357  (m)          362.06   (f) ADJUSTED    1 2
 DB0201
 DB0201.Superseded values are not recommended for survey control.
 DB0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0201.See file dsdata.txt to determine how the superseded data were derived.
 DB0201
 DB0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS444170(NAD 83)
 DB0201_MARKER: DB = BENCH MARK DISK
 DB0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0201_STAMPING: J 353 1960
 DB0201_MARK LOGO: CGS   
 DB0201_PROJECTION: PROJECTING 3 CENTIMETERS
 DB0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0201+STABILITY: SURFACE MOTION
 DB0201
 DB0201  HISTORY     - Date     Condition        Report By
 DB0201  HISTORY     - 1960     MONUMENTED       CGS
 DB0201  HISTORY     - 1962     GOOD             NGS
 DB0201  HISTORY     - 1967     GOOD             NGS
 DB0201  HISTORY     - 1981     GOOD             NGS
 DB0201  HISTORY     - 1981     GOOD             NGS
 DB0201
 DB0201                          STATION DESCRIPTION
 DB0201
 DB0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0201'6.2 MI W FROM LIGURTA.
 DB0201'ABOUT 6.15 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0201'STATION AND CAFE AT LIGURTA, 0.1 MILE SOUTH OF THE HIGHWAY, 0.1
 DB0201'MILE SOUTH OF HIGHWAY MILEPOST NUMBER 18, 22 FEET SOUTHEAST OF A
 DB0201'POWER POLE, 1.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN
 DB0201'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DB0201
 DB0201                          STATION RECOVERY (1967)
 DB0201
 DB0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0201'RECOVERED IN GOOD CONDITION.
 DB0201
 DB0201                          STATION RECOVERY (1981)
 DB0201
 DB0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0201'23.9 KM (14.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION
 DB0201'OF 4TH AVENUE IN YUMA, 129.8 M (426 FT) SOUTH OF THE CENTERLINE OF
 DB0201'THE HIGHWAY, 6.7 M (22.0 FT) SOUTHEAST OF A POWER POLE, 6.4 M
 DB0201'(21.0 FT) SOUTH OF THE CENTERLINE OF A POWER LINE.
 DB0201
 DB0201                          STATION RECOVERY (1981)
 DB0201
 DB0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0201'23.9 KM (14.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION
 DB0201'OF 4TH AVENUE IN YUMA, 129.8 M (426 FT) SOUTH OF THE CENTERLINE OF
 DB0201'THE HIGHWAY, 6.7 M (22.0 FT) SOUTHEAST OF A POWER POLE, 6.4 M
 DB0201'(21.0 FT) SOUTH OF THE CENTERLINE OF A POWER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0844 ***********************************************************************
 DA0844  DESIGNATION -  J 354
 DA0844  PID         -  DA0844
 DA0844  STATE/COUNTY-  AZ/MARICOPA
 DA0844  USGS QUAD   -  THEBA (1973)
 DA0844
 DA0844                         *CURRENT SURVEY CONTROL
 DA0844  ___________________________________________________________________
 DA0844* NAD 83(1986)-  32 54 11.     (N)    112 59 47.     (W)     SCALED    
 DA0844* NAVD 88     -       223.68   (+/-2cm)     733.9    (feet)  VERTCON   
 DA0844  ___________________________________________________________________
 DA0844  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0844
 DA0844.The horizontal coordinates were scaled from a topographic map and have
 DA0844.an estimated accuracy of +/- 6 seconds.
 DA0844
 DA0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0844.The vertical order pertains to the NGVD 29 superseded value.
 DA0844
 DA0844.The geoid height was determined by GEOID03.
 DA0844
 DA0844;                    North         East    Units  Estimated Accuracy
 DA0844;SPC AZ C     -   211,520.      112,350.      MT  (+/- 180 meters Scaled)
 DA0844
 DA0844                          SUPERSEDED SURVEY CONTROL
 DA0844
 DA0844  NGVD 29 (??/??/92)  223.082  (m)          731.89   (f) ADJ UNCH    2 0
 DA0844
 DA0844.Superseded values are not recommended for survey control.
 DA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0844.See file dsdata.txt to determine how the superseded data were derived.
 DA0844
 DA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB132423(NAD 83)
 DA0844_MARKER: DB = BENCH MARK DISK
 DA0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0844_STAMPING: J 354 1960
 DA0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0844+STABILITY: SURFACE MOTION
 DA0844
 DA0844  HISTORY     - Date     Condition        Report By
 DA0844  HISTORY     - 1960     MONUMENTED       CGS
 DA0844
 DA0844                          STATION DESCRIPTION
 DA0844
 DA0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0844'12.8 MI E FROM SENTINEL.
 DA0844'12.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL
 DA0844'95 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 2.3
 DA0844'FEET EAST OF A METAL WITNESS POST WITH SIGN, 1.4 FEET NORTH OF A
 DA0844'FENCE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0763 ***********************************************************************
 DA0763  DESIGNATION -  J 355
 DA0763  PID         -  DA0763
 DA0763  STATE/COUNTY-  AZ/MARICOPA
 DA0763  USGS QUAD   -  SENTINEL (1986)
 DA0763
 DA0763                         *CURRENT SURVEY CONTROL
 DA0763  ___________________________________________________________________
 DA0763* NAD 83(1986)-  32 47 58.     (N)    113 14 31.     (W)     SCALED    
 DA0763* NAVD 88     -       209.45   (+/-2cm)     687.2    (feet)  VERTCON   
 DA0763  ___________________________________________________________________
 DA0763  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DA0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0763
 DA0763.The horizontal coordinates were scaled from a topographic map and have
 DA0763.an estimated accuracy of +/- 6 seconds.
 DA0763
 DA0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0763.The vertical order pertains to the NGVD 29 superseded value.
 DA0763
 DA0763.The geoid height was determined by GEOID03.
 DA0763
 DA0763;                    North         East    Units  Estimated Accuracy
 DA0763;SPC AZ C     -   200,290.       89,240.      MT  (+/- 180 meters Scaled)
 DA0763
 DA0763                          SUPERSEDED SURVEY CONTROL
 DA0763
 DA0763  NGVD 29 (??/??/92)  208.850  (m)          685.20   (f) ADJ UNCH    2 0
 DA0763
 DA0763.Superseded values are not recommended for survey control.
 DA0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0763.See file dsdata.txt to determine how the superseded data were derived.
 DA0763
 DA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB900312(NAD 83)
 DA0763_MARKER: DB = BENCH MARK DISK
 DA0763_SETTING: 80 = SET IN A BOULDER
 DA0763_SP_SET: BOULDER
 DA0763_STAMPING: J 355 1962
 DA0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0763+STABILITY: SURFACE MOTION
 DA0763
 DA0763  HISTORY     - Date     Condition        Report By
 DA0763  HISTORY     - 1962     MONUMENTED       CGS
 DA0763
 DA0763                          STATION DESCRIPTION
 DA0763
 DA0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0763'4.8 MI S FROM SENTINEL.
 DA0763'ABOUT 4.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE U.S. HIGHWAY 80
 DA0763'OVERPASS AT SENTINEL, 0.7 MILE NORTH-NORTHWEST OF A 4X4-INCH WHITE
 DA0763'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 21, 144
 DA0763'FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET EAST OF A SMALL ROCK
 DA0763'CAIRN, 66.0 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 DA0763'LEVEL OF THE ROAD, AND SET FLUSH IN THE TOP OF A BOULDER NEAR THE
 DA0763'CREST OF A LOW ROCK RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0331 ***********************************************************************
 CG0331  DESIGNATION -  J 355
 CG0331  PID         -  CG0331
 CG0331  STATE/COUNTY-  AZ/PIMA
 CG0331  USGS QUAD   -  THE NARROWS (1981)
 CG0331
 CG0331                         *CURRENT SURVEY CONTROL
 CG0331  ___________________________________________________________________
 CG0331* NAD 83(1986)-  31 59 45.     (N)    110 37 09.     (W)     SCALED    
 CG0331* NAVD 88     -      1086.559  (meters)    3564.82   (feet)  ADJUSTED  
 CG0331  ___________________________________________________________________
 CG0331  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CG0331  DYNAMIC HT  -        1084.980 (meters)    3559.64  (feet)  COMP
 CG0331  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 CG0331
 CG0331  VERT ORDER  -  FIRST     CLASS II
 CG0331
 CG0331.The horizontal coordinates were scaled from a topographic map and have
 CG0331.an estimated accuracy of +/- 6 seconds.
 CG0331
 CG0331.The orthometric height was determined by differential leveling
 CG0331.and adjusted in June 1991.
 CG0331
 CG0331.The geoid height was determined by GEOID03.
 CG0331
 CG0331.The dynamic height is computed by dividing the NAVD 88
 CG0331.geopotential number by the normal gravity value computed on the
 CG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0331.degrees latitude (g = 980.6199 gals.).
 CG0331
 CG0331.The modeled gravity was interpolated from observed gravity values.
 CG0331
 CG0331;                    North         East    Units  Estimated Accuracy
 CG0331;SPC AZ C     -   111,140.      335,960.      MT  (+/- 180 meters Scaled)
 CG0331
 CG0331                          SUPERSEDED SURVEY CONTROL
 CG0331
 CG0331  NGVD 29 (??/??/92) 1085.814  (m)         3562.37   (f) ADJ UNCH    1 2
 CG0331
 CG0331.Superseded values are not recommended for survey control.
 CG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0331.See file dsdata.txt to determine how the superseded data were derived.
 CG0331
 CG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA359400(NAD 83)
 CG0331_MARKER: DB = BENCH MARK DISK
 CG0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0331_STAMPING: J 355 1960
 CG0331_PROJECTION: PROJECTING 8 CENTIMETERS
 CG0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0331+STABILITY: SURFACE MOTION
 CG0331
 CG0331  HISTORY     - Date     Condition        Report By
 CG0331  HISTORY     - 1960     MONUMENTED       CGS
 CG0331  HISTORY     - 1979     GOOD             NGS
 CG0331
 CG0331                          STATION DESCRIPTION
 CG0331
 CG0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0331'19.6 MI NW FROM BENSON.
 CG0331'19.6 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0331'TO MILE POST 272, 97 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CG0331'TRAFFIC LANE, 9.7 FEET EAST OF A METAL WITNESS POST, 1.7 FEET NORTH OF
 CG0331'A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES AND
 CG0331'ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 CG0331
 CG0331                          STATION RECOVERY (1979)
 CG0331
 CG0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0331'19.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0331'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 286, 101 FEET SOUTH
 CG0331'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 50.5 FEET EAST OF
 CG0331'A 2-INCH ANGLE IRON FENCE POST WITH TWO ANGLE IRON BRACES AND 1.5
 CG0331'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0331'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CG0331'THE MARK IS 5 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0510 ***********************************************************************
 GR0510  DESIGNATION -  J 356
 GR0510  PID         -  GR0510
 GR0510  STATE/COUNTY-  AZ/MOHAVE
 GR0510  USGS QUAD   -  BOULDER CANYON (1983)
 GR0510
 GR0510                         *CURRENT SURVEY CONTROL
 GR0510  ___________________________________________________________________
 GR0510* NAD 83(1986)-  36 09 02.     (N)    114 32 58.     (W)     SCALED    
 GR0510* NAVD 88     -       369.940  (meters)    1213.71   (feet)  POSTED    
 GR0510  ___________________________________________________________________
 GR0510  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR0510  DYNAMIC HT  -         369.590 (meters)    1212.56  (feet)  COMP
 GR0510  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 GR0510
 GR0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0510
 GR0510.The horizontal coordinates were scaled from a topographic map and have
 GR0510.an estimated accuracy of +/- 6 seconds.
 GR0510
 GR0510.The orthometric height was determined by differential leveling
 GR0510.and adjusted by the  in 1992.
 GR0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0510.rate of 0.0 thru 1.0 mm/km.
 GR0510
 GR0510.The geoid height was determined by GEOID03.
 GR0510
 GR0510.The dynamic height is computed by dividing the NAVD 88
 GR0510.geopotential number by the normal gravity value computed on the
 GR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0510.degrees latitude (g = 980.6199 gals.).
 GR0510
 GR0510.The modeled gravity was interpolated from observed gravity values.
 GR0510
 GR0510;                    North         East    Units  Estimated Accuracy
 GR0510;SPC AZ W     -   571,530.      141,420.      MT  (+/- 180 meters Scaled)
 GR0510
 GR0510                          SUPERSEDED SURVEY CONTROL
 GR0510
 GR0510  NGVD 29 (??/??/92)  369.254  (m)         1211.46   (f) ADJ UNCH    1 2
 GR0510
 GR0510.Superseded values are not recommended for survey control.
 GR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0510.See file dsdata.txt to determine how the superseded data were derived.
 GR0510
 GR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA204034(NAD 83)
 GR0510_MARKER: DB = BENCH MARK DISK
 GR0510_SETTING: 66 = SET IN ROCK OUTCROP
 GR0510_SP_SET: OUTCROP LEDGE
 GR0510_STAMPING: J 356 1963
 GR0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0510+STABILITY: POSITION/ELEVATION WELL
 GR0510
 GR0510  HISTORY     - Date     Condition        Report By
 GR0510  HISTORY     - 1963     MONUMENTED       CGS
 GR0510
 GR0510                          STATION DESCRIPTION
 GR0510
 GR0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0510'7.6 MI NW FROM BONELLI LANDING.
 GR0510'7.6 MILES NORTHWEST ALONG THE SHORE LINE FROM THE BOAT LANDING AT
 GR0510'BONELLI LANDING, ABOUT 0.3 MILE SOUTHEAST OF THE COLORADO RIVER, IN
 GR0510'THE TOP OF A LEDGE OF OUTCROP ON AN OUTCROP RIDGE THAT EXTENDS INTO
 GR0510'WATER, 25 FEET SOUTHWEST OF A WITNESS POST, 37 FEET SOUTHWEST OF THE
 GR0510'HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0481 ***********************************************************************
 CY0481  DESIGNATION -  J 358
 CY0481  PID         -  CY0481
 CY0481  STATE/COUNTY-  AZ/COCHISE
 CY0481  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0481
 CY0481                         *CURRENT SURVEY CONTROL
 CY0481  ___________________________________________________________________
 CY0481* NAD 83(1986)-  32 14 13.     (N)    109 52 02.     (W)     SCALED    
 CY0481* NAVD 88     -      1272.04   (+/-2cm)    4173.4    (feet)  VERTCON   
 CY0481  ___________________________________________________________________
 CY0481  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0481
 CY0481.The horizontal coordinates were scaled from a topographic map and have
 CY0481.an estimated accuracy of +/- 6 seconds.
 CY0481
 CY0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0481.The vertical order pertains to the NGVD 29 superseded value.
 CY0481
 CY0481.The geoid height was determined by GEOID03.
 CY0481
 CY0481;                    North         East    Units  Estimated Accuracy
 CY0481;SPC AZ E     -   137,180.      241,580.      MT  (+/- 180 meters Scaled)
 CY0481
 CY0481                          SUPERSEDED SURVEY CONTROL
 CY0481
 CY0481  NGVD 29 (??/??/92) 1271.287  (m)         4170.88   (f) ADJ UNCH    2 0
 CY0481
 CY0481.Superseded values are not recommended for survey control.
 CY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0481.See file dsdata.txt to determine how the superseded data were derived.
 CY0481
 CY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA067672(NAD 83)
 CY0481_MARKER: DB = BENCH MARK DISK
 CY0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0481_STAMPING: J 358 1960
 CY0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0481+STABILITY: SURFACE MOTION
 CY0481
 CY0481  HISTORY     - Date     Condition        Report By
 CY0481  HISTORY     - 1960     MONUMENTED       CGS
 CY0481
 CY0481                          STATION DESCRIPTION
 CY0481
 CY0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0481'4.6 MI SW FROM WILLCOX.
 CY0481'3.5 MILES SOUTHWEST FROM THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0481'HIGHWAY 86 TO A CROSSROAD, THENCE 1.1 MILES NORTHEAST ON INTERSTATE
 CY0481'HIGHWAY 10 TO THE MARK ON LEFT, ABOUT 150 FEET NORTHWEST OF STATION
 CY0481'1710, 2.5 FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A 12-INCH
 CY0481'SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0181 ***********************************************************************
 GQ0181  DESIGNATION -  J 359
 GQ0181  PID         -  GQ0181
 GQ0181  STATE/COUNTY-  AZ/MOHAVE
 GQ0181  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0181
 GQ0181                         *CURRENT SURVEY CONTROL
 GQ0181  ___________________________________________________________________
 GQ0181* NAD 83(1986)-  36 58 13.     (N)    113 43 44.     (W)     SCALED    
 GQ0181* NAVD 88     -       712.839  (meters)    2338.71   (feet)  POSTED    
 GQ0181  ___________________________________________________________________
 GQ0181  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 GQ0181  DYNAMIC HT  -         712.130 (meters)    2336.38  (feet)  COMP
 GQ0181  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 GQ0181
 GQ0181  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0181
 GQ0181.The horizontal coordinates were scaled from a topographic map and have
 GQ0181.an estimated accuracy of +/- 6 seconds.
 GQ0181
 GQ0181.The orthometric height was determined by differential leveling
 GQ0181.and adjusted by the  in 1992.
 GQ0181.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0181.rate of 1.1 thru 2.0 mm/km.
 GQ0181
 GQ0181.The geoid height was determined by GEOID03.
 GQ0181
 GQ0181.The dynamic height is computed by dividing the NAVD 88
 GQ0181.geopotential number by the normal gravity value computed on the
 GQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0181.degrees latitude (g = 980.6199 gals.).
 GQ0181
 GQ0181.The modeled gravity was interpolated from observed gravity values.
 GQ0181
 GQ0181;                    North         East    Units  Estimated Accuracy
 GQ0181;SPC AZ W     -   662,190.      215,240.      MT  (+/- 180 meters Scaled)
 GQ0181
 GQ0181                          SUPERSEDED SURVEY CONTROL
 GQ0181
 GQ0181  NGVD 29 (??/??/92)  712.049  (m)         2336.11   (f) ADJ UNCH    2 0
 GQ0181
 GQ0181.Superseded values are not recommended for survey control.
 GQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0181.See file dsdata.txt to determine how the superseded data were derived.
 GQ0181
 GQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF570950(NAD 83)
 GQ0181_MARKER: DB = BENCH MARK DISK
 GQ0181_SETTING: 80 = SET IN A BOULDER
 GQ0181_SP_SET: BOULDER
 GQ0181_STAMPING: J 359 1960
 GQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0181+STABILITY: SURFACE MOTION
 GQ0181
 GQ0181  HISTORY     - Date     Condition        Report By
 GQ0181  HISTORY     - 1960     MONUMENTED       CGS
 GQ0181  HISTORY     - 1974     MARK NOT FOUND   USGS
 GQ0181  HISTORY     - 1979     MARK NOT FOUND   USGS
 GQ0181
 GQ0181                          STATION DESCRIPTION
 GQ0181
 GQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0181'20.95 MI SE FROM ST GEORGE UT.
 GQ0181'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0181'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0181'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0181'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE UTAH - ARIZONA
 GQ0181'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK
 GQ0181'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0181'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 6.35
 GQ0181'MILE TO THE EAST EDGE OF THE VIRGIN RIVER, ON THE SOUTH SIDE OF THE
 GQ0181'BLACK ROCK CANYON TO THE MARK, 45 FEET SOUTHWEST OF A ROW OF TREES, 10
 GQ0181'FEET EAST OF THE RIVER BED, CEMENTED IN THE TOP OF A LARGE BOULDER
 GQ0181'PROJECTING 4 FEET.
 GQ0181
 GQ0181                          STATION RECOVERY (1974)
 GQ0181
 GQ0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GQ0181'MARK NOT FOUND.
 GQ0181
 GQ0181                          STATION RECOVERY (1979)
 GQ0181
 GQ0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0538 ***********************************************************************
 DA0538  DESIGNATION -  J 36
 DA0538  PID         -  DA0538
 DA0538  STATE/COUNTY-  AZ/MARICOPA
 DA0538  USGS QUAD   -  DEADMAN GAP (1986)
 DA0538
 DA0538                         *CURRENT SURVEY CONTROL
 DA0538  ___________________________________________________________________
 DA0538* NAD 83(1986)-  32 36 24.     (N)    112 51 07.     (W)     SCALED    
 DA0538* NAVD 88     -       360.876  (meters)    1183.97   (feet)  ADJUSTED  
 DA0538  ___________________________________________________________________
 DA0538  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA0538  DYNAMIC HT  -         360.434 (meters)    1182.52  (feet)  COMP
 DA0538  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 DA0538
 DA0538  VERT ORDER  -  FIRST     CLASS II
 DA0538
 DA0538.The horizontal coordinates were scaled from a topographic map and have
 DA0538.an estimated accuracy of +/- 6 seconds.
 DA0538
 DA0538.The orthometric height was determined by differential leveling
 DA0538.and adjusted in June 1991.
 DA0538
 DA0538.The geoid height was determined by GEOID03.
 DA0538
 DA0538.The dynamic height is computed by dividing the NAVD 88
 DA0538.geopotential number by the normal gravity value computed on the
 DA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0538.degrees latitude (g = 980.6199 gals.).
 DA0538
 DA0538.The modeled gravity was interpolated from observed gravity values.
 DA0538
 DA0538;                    North         East    Units  Estimated Accuracy
 DA0538;SPC AZ C     -   178,520.      125,580.      MT  (+/- 180 meters Scaled)
 DA0538
 DA0538                          SUPERSEDED SURVEY CONTROL
 DA0538
 DA0538  NGVD 29 (??/??/92)  360.230  (m)         1181.85   (f) ADJ UNCH    1 2
 DA0538
 DA0538.Superseded values are not recommended for survey control.
 DA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0538.See file dsdata.txt to determine how the superseded data were derived.
 DA0538
 DA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB262091(NAD 83)
 DA0538_MARKER: DB = BENCH MARK DISK
 DA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0538_STAMPING: J 36 1933 1181.927
 DA0538_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0538+STABILITY: SURFACE MOTION
 DA0538
 DA0538  HISTORY     - Date     Condition        Report By
 DA0538  HISTORY     - 1933     MONUMENTED       CGS
 DA0538  HISTORY     - 1953     GOOD             NGS
 DA0538  HISTORY     - 1980     GOOD             NGS
 DA0538
 DA0538                          STATION DESCRIPTION
 DA0538
 DA0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0538'18.1 MI N FROM AJO.
 DA0538'18.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0538'FROM THE STATION AT AJO, 13 1/2 POLES SOUTH OF MILEPOLE 25, 0.2 MILE
 DA0538'NORTH OF WOODEN BRIDGE 257, 106 FEET EAST OF THE CENTER LINE OF AN
 DA0538'ABANDONED HIGHWAY, 94.5 FEET WEST OF THE WEST RAIL, 76 FEET NORTH OF A
 DA0538'TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET LOWER
 DA0538'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 DA0538'FOOT ABOVE THE GROUND.
 DA0538
 DA0538                          STATION RECOVERY (1980)
 DA0538
 DA0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0538'29.5 KM (18.35 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0538'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.9 KM (0.55 MI)
 DA0538'NORTH OF RAILWAY MILEPOLE 25, 0.3 KM (0.2 MI) NORTH OF RAILWAY
 DA0538'BRIDGE NUMBER 257, AT A SMALL TURN OUT IN THE DIRT ROAD PARALLELING
 DA0538'THE TRACKS, 28.8 METERS (94.5 FT) WEST OF THE WEST RAIL OF THE
 DA0538'TRACKS, 32.0 METERS (105 FT) EAST OF THE CENTERLINE OF THE DIRT
 DA0538'ROAD.
 DA0538'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0538'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0295 ***********************************************************************
 DV0295  DESIGNATION -  J 360
 DV0295  PID         -  DV0295
 DV0295  STATE/COUNTY-  AZ/MARICOPA
 DV0295  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0295
 DV0295                         *CURRENT SURVEY CONTROL
 DV0295  ___________________________________________________________________
 DV0295* NAD 83(2007)-  33 00 01.65428(N)    112 28 45.77462(W)     ADJUSTED  
 DV0295* NAVD 88     -       417.997  (meters)    1371.38   (feet)  ADJUSTED  
 DV0295  ___________________________________________________________________
 DV0295  EPOCH DATE  -        2007.00
 DV0295  X           -  -2,047,402.029 (meters)                     COMP
 DV0295  Y           -  -4,947,901.083 (meters)                     COMP
 DV0295  Z           -   3,454,212.243 (meters)                     COMP
 DV0295  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 DV0295  ELLIP HEIGHT-         387.152 (meters)          (02/10/07) ADJUSTED
 DV0295  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DV0295  DYNAMIC HT  -         417.492 (meters)    1369.72  (feet)  COMP
 DV0295
 DV0295  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0295  Type    PID    Designation                      North   East  Ellip
 DV0295  -------------------------------------------------------------------
 DV0295  NETWORK DV0295 J 360                             0.69   0.65   1.08
 DV0295  -------------------------------------------------------------------
 DV0295  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 DV0295
 DV0295  VERT ORDER  -  FIRST     CLASS II
 DV0295
 DV0295.The horizontal coordinates were established by GPS observations
 DV0295.and adjusted by the National Geodetic Survey in February 2007.
 DV0295
 DV0295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0295.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0295.The horizontal coordinates are valid at the epoch date displayed above.
 DV0295.The epoch date for horizontal control is a decimal equivalence
 DV0295.of Year/Month/Day.
 DV0295
 DV0295.The orthometric height was determined by differential leveling
 DV0295.and adjusted in June 1991.
 DV0295
 DV0295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0295
 DV0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0295
 DV0295.The ellipsoidal height was determined by GPS observations
 DV0295.and is referenced to NAD 83.
 DV0295
 DV0295.The geoid height was determined by GEOID03.
 DV0295
 DV0295.The dynamic height is computed by dividing the NAVD 88
 DV0295.geopotential number by the normal gravity value computed on the
 DV0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0295.degrees latitude (g = 980.6199 gals.).
 DV0295
 DV0295.The modeled gravity was interpolated from observed gravity values.
 DV0295
 DV0295;                    North         East     Units Scale Factor Converg.
 DV0295;SPC AZ C     -   221,943.137   160,777.643   MT  0.99993408   -0 18 23.4
 DV0295;SPC AZ C     -   728,159.90    527,485.71   iFT  0.99993408   -0 18 23.4
 DV0295;UTM  12      - 3,652,309.780   361,796.733   MT  0.99983550   -0 48 21.1
 DV0295
 DV0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0295!SPC AZ C     -   0.99993922  x   0.99993408  =   0.99987330
 DV0295!UTM  12      -   0.99993922  x   0.99983550  =   0.99977473
 DV0295
 DV0295                          SUPERSEDED SURVEY CONTROL
 DV0295
 DV0295  NAD 83(1992)-  33 00 01.65347(N)    112 28 45.77424(W) AD(       ) B
 DV0295  ELLIP H (04/12/01)  387.184  (m)                       GP(       ) 3 2
 DV0295  NAVD 88 (04/12/01)  418.00   (m)         1371.4    (f) LEVELING    3  
 DV0295  NGVD 29 (??/??/92)  417.357  (m)         1369.28   (f) ADJ UNCH    1 2
 DV0295
 DV0295.Superseded values are not recommended for survey control.
 DV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0295.See file dsdata.txt to determine how the superseded data were derived.
 DV0295
 DV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6179752310(NAD 83)
 DV0295_MARKER: DB = BENCH MARK DISK
 DV0295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0295_SP_SET: 13 FEET
 DV0295_STAMPING: J 360 1967
 DV0295_PROJECTION: PROJECTING 30 CENTIMETERS
 DV0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0295+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0295_ROD/PIPE-DEPTH:  4.0 meters
 DV0295
 DV0295  HISTORY     - Date     Condition        Report By
 DV0295  HISTORY     - 1967     MONUMENTED       CGS
 DV0295  HISTORY     - 1980     GOOD             NGS
 DV0295  HISTORY     - 1980     GOOD             NGS
 DV0295  HISTORY     - 19941202 GOOD             USPSQD
 DV0295  HISTORY     - 20000424 GOOD             MCDOT
 DV0295  HISTORY     - 20020910 GOOD             MCDOT
 DV0295  HISTORY     - 20070321 GOOD             GEOCAC
 DV0295
 DV0295                          STATION DESCRIPTION
 DV0295
 DV0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0295'13.15 MI W FROM MOBILE.
 DV0295'ABOUT 13.15 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0295'NELSON ELEMENTARY SCHOOL AT MOBILE, 37 FEET NORTH OF THE NORTH RAIL OF
 DV0295'THE MAIN TRACK, 41 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WEST
 DV0295'ABUTMENT OF RAILROAD BRIDGE NUMBER 106, 13 FEET SOUTH OF THE CENTER
 DV0295'LINE OF A LEVEE WHICH PARALLELS THE RAILROAD, 4 FEET WEST OF THE 2ND
 DV0295'TELEGRAPH POLE EAST OF MILEPOST 871, 1.2 FEET EAST OF A METAL WITNESS
 DV0295'POST ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF
 DV0295'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND
 DV0295'IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 12 INCHES.
 DV0295
 DV0295                          STATION RECOVERY (1980)
 DV0295
 DV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0295'RECOVERED IN GOOD CONDITION.
 DV0295
 DV0295                          STATION RECOVERY (1980)
 DV0295
 DV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0295'RECOVERED IN GOOD CONDITION.
 DV0295
 DV0295                          STATION RECOVERY (1994)
 DV0295
 DV0295'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0295'RECOVERED IN GOOD CONDITION.
 DV0295
 DV0295                          STATION RECOVERY (2000)
 DV0295
 DV0295'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0295'RECOVERED AS DESCRIBED.
 DV0295
 DV0295                          STATION RECOVERY (2002)
 DV0295
 DV0295'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0295'RECOVERED IN GOOD CONDITION.
 DV0295
 DV0295                          STATION RECOVERY (2007)
 DV0295
 DV0295'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0816 ***********************************************************************
 DV0816  DESIGNATION -  J 361
 DV0816  PID         -  DV0816
 DV0816  STATE/COUNTY-  AZ/MARICOPA
 DV0816  USGS QUAD   -  COTTON CENTER (1973)
 DV0816
 DV0816                         *CURRENT SURVEY CONTROL
 DV0816  ___________________________________________________________________
 DV0816* NAD 83(1986)-  33 05 11.     (N)    112 40 01.     (W)     SCALED    
 DV0816* NAVD 88     -       217.803  (meters)     714.58   (feet)  ADJUSTED  
 DV0816  ___________________________________________________________________
 DV0816  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DV0816  DYNAMIC HT  -         217.548 (meters)     713.74  (feet)  COMP
 DV0816  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 DV0816
 DV0816  VERT ORDER  -  FIRST     CLASS II
 DV0816
 DV0816.The horizontal coordinates were scaled from a topographic map and have
 DV0816.an estimated accuracy of +/- 6 seconds.
 DV0816
 DV0816.The orthometric height was determined by differential leveling
 DV0816.and adjusted in June 1991.
 DV0816
 DV0816.The geoid height was determined by GEOID03.
 DV0816
 DV0816.The dynamic height is computed by dividing the NAVD 88
 DV0816.geopotential number by the normal gravity value computed on the
 DV0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0816.degrees latitude (g = 980.6199 gals.).
 DV0816
 DV0816.The modeled gravity was interpolated from observed gravity values.
 DV0816
 DV0816;                    North         East    Units  Estimated Accuracy
 DV0816;SPC AZ C     -   231,580.      143,320.      MT  (+/- 180 meters Scaled)
 DV0816
 DV0816                          SUPERSEDED SURVEY CONTROL
 DV0816
 DV0816  NGVD 29 (??/??/92)  217.169  (m)          712.50   (f) ADJ UNCH    1 2
 DV0816
 DV0816.Superseded values are not recommended for survey control.
 DV0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0816.See file dsdata.txt to determine how the superseded data were derived.
 DV0816
 DV0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB444621(NAD 83)
 DV0816_MARKER: DB = BENCH MARK DISK
 DV0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0816_STAMPING: J 361 1967
 DV0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0816+STABILITY: SURFACE MOTION
 DV0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0816+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV0816
 DV0816  HISTORY     - Date     Condition        Report By
 DV0816  HISTORY     - 1967     MONUMENTED       CGS
 DV0816  HISTORY     - 1981     GOOD             NGS
 DV0816  HISTORY     - 20060128 GOOD             USPSQD
 DV0816  HISTORY     - 20060129 GOOD             USPSQD
 DV0816  HISTORY     - 20070417 GOOD             GEOCAC
 DV0816
 DV0816                          STATION DESCRIPTION
 DV0816
 DV0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0816'10.85 MI N FROM GILA BEND.
 DV0816'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0816'GILA BEND, THENCE 10.0 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0816'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 16, T 4 S, R 4 W, AT A JUNCTION
 DV0816'OF THE HIGHWAY AND A GRADED DIRT ROAD LEADING WEST 80 1/2 FEET WEST OF
 DV0816'THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF
 DV0816'THE DIRT ROAD, 35 FEET WEST-NORTHWEST OF POWER POLE NUMBER 51, 27 1/2
 DV0816'FEET WEST OF A FENCE CORNER POST, 13 1/2 FEET NORTHEAST OF A POWER
 DV0816'POLE THAT IS BRACED BY A GUY WIRE, 1 1/2 FEET NORTH OF A FENCE, 1.8
 DV0816'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT
 DV0816'1 FOOT ABOVE THE LEVEL OF THE DIRT ROAD, AND SET IN THE TOP OF A
 DV0816'CONCRETE POST PROJECTING 3 INCHES.
 DV0816
 DV0816                          STATION RECOVERY (1981)
 DV0816
 DV0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0816'RECOVERED IN GOOD CONDITION.
 DV0816
 DV0816                          STATION RECOVERY (2006)
 DV0816
 DV0816'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0816'RECOVERED AS DESCRIBED.
 DV0816
 DV0816                          STATION RECOVERY (2006)
 DV0816
 DV0816'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0816'RECOVERED AS DESCRIBED.
 DV0816
 DV0816                          STATION RECOVERY (2007)
 DV0816
 DV0816'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0765 ***********************************************************************
 DV0765  DESIGNATION -  J 362
 DV0765  PID         -  DV0765
 DV0765  STATE/COUNTY-  AZ/MARICOPA
 DV0765  USGS QUAD   -  TONOPAH (1984)
 DV0765
 DV0765                         *CURRENT SURVEY CONTROL
 DV0765  ___________________________________________________________________
 DV0765* NAD 83(1986)-  33 26 55.     (N)    112 55 09.     (W)     SCALED    
 DV0765* NAVD 88     -       316.114  (meters)    1037.12   (feet)  ADJUSTED  
 DV0765  ___________________________________________________________________
 DV0765  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV0765  DYNAMIC HT  -         315.746 (meters)    1035.91  (feet)  COMP
 DV0765  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DV0765
 DV0765  VERT ORDER  -  FIRST     CLASS II
 DV0765
 DV0765.The horizontal coordinates were scaled from a topographic map and have
 DV0765.an estimated accuracy of +/- 6 seconds.
 DV0765
 DV0765.The orthometric height was determined by differential leveling
 DV0765.and adjusted in June 1991.
 DV0765
 DV0765.The geoid height was determined by GEOID03.
 DV0765
 DV0765.The dynamic height is computed by dividing the NAVD 88
 DV0765.geopotential number by the normal gravity value computed on the
 DV0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0765.degrees latitude (g = 980.6199 gals.).
 DV0765
 DV0765.The modeled gravity was interpolated from observed gravity values.
 DV0765
 DV0765;                    North         East    Units  Estimated Accuracy
 DV0765;SPC AZ C     -   271,950.      120,160.      MT  (+/- 180 meters Scaled)
 DV0765
 DV0765                          SUPERSEDED SURVEY CONTROL
 DV0765
 DV0765  NGVD 29 (??/??/92)  315.532  (m)         1035.21   (f) ADJ UNCH    1 2
 DV0765
 DV0765.Superseded values are not recommended for survey control.
 DV0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0765.See file dsdata.txt to determine how the superseded data were derived.
 DV0765
 DV0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC216026(NAD 83)
 DV0765_MARKER: DB = BENCH MARK DISK
 DV0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0765_STAMPING: J 362 1967
 DV0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0765+STABILITY: SURFACE MOTION
 DV0765
 DV0765  HISTORY     - Date     Condition        Report By
 DV0765  HISTORY     - 1967     MONUMENTED       CGS
 DV0765  HISTORY     - 1981     GOOD             NGS
 DV0765
 DV0765                          STATION DESCRIPTION
 DV0765
 DV0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0765'13.55 MI NW FROM HASSAYAMPA.
 DV0765'13.55 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0765'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 12, T 1 N, R 7 W,
 DV0765'0.1 MILE EAST OF A CROSSING OF THE ROAD AND A POWER LINE, 135 YARDS
 DV0765'NORTHEAST OF THE BASE OF A ROCK COVERED HILL, 100 FEET SOUTH OF THE
 DV0765'CENTER LINE OF THE HIGHWAY, 24.2 FEET EAST OF METAL HIGHWAY
 DV0765'RIGHT-OF-WAY MARKER NUMBER STA.697+61.24, 1.9 FEET WEST OF A METAL
 DV0765'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 DV0765'THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 DV0765
 DV0765                          STATION RECOVERY (1981)
 DV0765
 DV0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1010 ***********************************************************************
 CZ1010  DESIGNATION -  J 363
 CZ1010  PID         -  CZ1010
 CZ1010  STATE/COUNTY-  AZ/PINAL
 CZ1010  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1010
 CZ1010                         *CURRENT SURVEY CONTROL
 CZ1010  ___________________________________________________________________
 CZ1010* NAD 83(1986)-  32 52 16.     (N)    111 44 53.     (W)     SCALED    
 CZ1010* NAVD 88     -       428.420  (meters)    1405.57   (feet)  ADJUSTED  
 CZ1010  ___________________________________________________________________
 CZ1010  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1010  DYNAMIC HT  -         427.896 (meters)    1403.86  (feet)  COMP
 CZ1010  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 CZ1010  OBS GRAVITY -     979,401.5   (mgal)                       GRAV_OBS
 CZ1010
 CZ1010  VERT ORDER  -  FIRST     CLASS II
 CZ1010
 CZ1010.The horizontal coordinates were scaled from a topographic map and have
 CZ1010.an estimated accuracy of +/- 6 seconds.
 CZ1010
 CZ1010.The orthometric height was determined by differential leveling
 CZ1010.and adjusted in November 1993.
 CZ1010
 CZ1010.The geoid height was determined by GEOID03.
 CZ1010
 CZ1010.The dynamic height is computed by dividing the NAVD 88
 CZ1010.geopotential number by the normal gravity value computed on the
 CZ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1010.degrees latitude (g = 980.6199 gals.).
 CZ1010
 CZ1010.The modeled gravity was interpolated from observed gravity values.
 CZ1010.The observed gravity was obtained from relative gravimeter ties
 CZ1010.to the IGSN71 gravity network.
 CZ1010
 CZ1010;                    North         East    Units  Estimated Accuracy
 CZ1010;SPC AZ C     -   207,470.      229,140.      MT  (+/- 180 meters Scaled)
 CZ1010
 CZ1010                          SUPERSEDED SURVEY CONTROL
 CZ1010
 CZ1010  NAVD 88 (06/15/91)  428.416  (m)         1405.56   (f) UNKNOWN     1 2
 CZ1010  NGVD 29 (??/??/92)  427.823  (m)         1403.62   (f) ADJ UNCH    1 2
 CZ1010
 CZ1010.Superseded values are not recommended for survey control.
 CZ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1010.See file dsdata.txt to determine how the superseded data were derived.
 CZ1010
 CZ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB300372(NAD 83)
 CZ1010_MARKER: DB = BENCH MARK DISK
 CZ1010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1010_SP_SET: COPPER-CLAD STEEL ROD
 CZ1010_STAMPING: J 363 1967
 CZ1010_MARK LOGO: CGS   
 CZ1010_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ1010_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1010+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 CZ1010_ROD/PIPE-DEPTH: 3.4  meters
 CZ1010
 CZ1010  HISTORY     - Date     Condition        Report By
 CZ1010  HISTORY     - 1967     MONUMENTED       CGS
 CZ1010  HISTORY     - 1970     GOOD             NGS
 CZ1010  HISTORY     - 1980     GOOD             NGS
 CZ1010  HISTORY     - 1980     GOOD             NGS
 CZ1010  HISTORY     - 1984     GOOD             NGS
 CZ1010  HISTORY     - 19911205 GOOD             NGS
 CZ1010  HISTORY     - 20071003 GOOD             GEOCAC
 CZ1010
 CZ1010                          STATION DESCRIPTION
 CZ1010
 CZ1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1010'0.6 MI SE FROM CASA GRANDE.
 CZ1010'ABOUT 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1010'STATION AT CASA GRANDE, IN S 29, T 6 S, R 6 E, 47 FEET SOUTHWEST OF
 CZ1010'THE SOUTHWEST RAIL OF THE MAIN TRACK, 64 FEET NORTHEAST OF THE CENTER
 CZ1010'LINE OF A DIRT ROAD WHICH PARALLELS THE RAILROAD, 82 FEET SOUTHWEST OF
 CZ1010'THE WEST CORNER OF A CHAIN LINK FENCE AROUND THE SHELL OIL COMPANY
 CZ1010'BULK PLANT, 6 FEET SOUTHEAST OF A TELEGRAPH POLE, IN LINE WITH A ROW
 CZ1010'OF POLES, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CZ1010'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CZ1010'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN 5-INCH PIPE PROJECTING
 CZ1010'2 INCHES.
 CZ1010
 CZ1010                          STATION RECOVERY (1970)
 CZ1010
 CZ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1010'RECOVERED IN GOOD CONDITION.
 CZ1010
 CZ1010                          STATION RECOVERY (1980)
 CZ1010
 CZ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1010'RECOVERED IN GOOD CONDITION.
 CZ1010
 CZ1010                          STATION RECOVERY (1980)
 CZ1010
 CZ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1010'RECOVERED IN GOOD CONDITION.
 CZ1010
 CZ1010                          STATION RECOVERY (1984)
 CZ1010
 CZ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1010'RECOVERED IN GOOD CONDITION.
 CZ1010
 CZ1010                          STATION RECOVERY (1991)
 CZ1010
 CZ1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1010'1.7 KM (1.05 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ1010'FROM THE JUNCTION OF STATE HIGHWAY 84 IN CASA GRANDE, 0.3 KM (0.20
 CZ1010'MI) SOUTHEAST OF THE INTERSECTION OF SOUTH HERMOSILLA STREET, 14.3 M
 CZ1010'(46.9 FT) SOUTHWEST OF THE NEAR RAIL, 8.3 M (27.2 FT) NORTHEAST OF
 CZ1010'UTILITY POLE NUMBER 6, 4.0 M (13.1 FT) NORTHEAST OF THE CENTER OF A
 CZ1010'DIRT ROAD, 1.9 M (6.2 FT) SOUTHEAST OF A UTILITY POLE, 1.0 M (3.3 FT)
 CZ1010'BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6 FT) NORTHWEST OF A
 CZ1010'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH IRON PIPE AND IS
 CZ1010'FLUSH WITH THE GROUND SURFACE.
 CZ1010
 CZ1010                          STATION RECOVERY (2007)
 CZ1010
 CZ1010'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0556 ***********************************************************************
 DU0556  DESIGNATION -  J 364
 DU0556  PID         -  DU0556
 DU0556  STATE/COUNTY-  AZ/PINAL
 DU0556  USGS QUAD   -  FLORENCE (1981)
 DU0556
 DU0556                         *CURRENT SURVEY CONTROL
 DU0556  ___________________________________________________________________
 DU0556* NAD 83(1986)-  33 05 50.     (N)    111 27 59.     (W)     SCALED    
 DU0556* NAVD 88     -       465.459  (meters)    1527.09   (feet)  ADJUSTED  
 DU0556  ___________________________________________________________________
 DU0556  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0556  DYNAMIC HT  -         464.894 (meters)    1525.24  (feet)  COMP
 DU0556  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 DU0556
 DU0556  VERT ORDER  -  FIRST     CLASS II
 DU0556
 DU0556.The horizontal coordinates were scaled from a topographic map and have
 DU0556.an estimated accuracy of +/- 6 seconds.
 DU0556
 DU0556.The orthometric height was determined by differential leveling
 DU0556.and adjusted in November 1993.
 DU0556
 DU0556.The geoid height was determined by GEOID03.
 DU0556
 DU0556.The dynamic height is computed by dividing the NAVD 88
 DU0556.geopotential number by the normal gravity value computed on the
 DU0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0556.degrees latitude (g = 980.6199 gals.).
 DU0556
 DU0556.The modeled gravity was interpolated from observed gravity values.
 DU0556
 DU0556;                    North         East    Units  Estimated Accuracy
 DU0556;SPC AZ C     -   232,620.      255,390.      MT  (+/- 180 meters Scaled)
 DU0556
 DU0556                          SUPERSEDED SURVEY CONTROL
 DU0556
 DU0556  NGVD 29 (??/??/92)  464.875  (m)         1525.18   (f) ADJ UNCH    1 2
 DU0556
 DU0556.Superseded values are not recommended for survey control.
 DU0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0556.See file dsdata.txt to determine how the superseded data were derived.
 DU0556
 DU0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB564621(NAD 83)
 DU0556_MARKER: DB = BENCH MARK DISK
 DU0556_SETTING: 66 = SET IN ROCK OUTCROP
 DU0556_SP_SET: IN A DRILL HOLE IN BEDROCK
 DU0556_STAMPING: J 364 1967
 DU0556_MARK LOGO: CGS   
 DU0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0556+STABILITY: POSITION/ELEVATION WELL
 DU0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0556+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 DU0556
 DU0556  HISTORY     - Date     Condition        Report By
 DU0556  HISTORY     - 1967     MONUMENTED       CGS
 DU0556  HISTORY     - 19920110 GOOD             NGS
 DU0556  HISTORY     - 20070509 GOOD             GEOCAC
 DU0556
 DU0556                          STATION DESCRIPTION
 DU0556
 DU0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0556'3.55 MI SE FROM MAGMA.
 DU0556'ABOUT 3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0556'STATION SIGN AT MAGMA, THENCE 0.25 MILE SOUTHWEST CROSS-COUNTRY, IN S
 DU0556'7, T 4 S, R 9 E, 0.3 MILE SOUTHEAST OF THE HIGHEST HILL IN THE
 DU0556'VICINITY, ON THE NORTHEAST SLOPE OF A RIDGE WHICH IS COVERED WITH
 DU0556'ROCKS 100 FEET FROM THE FOOT OF THE RIDGE, SET IN THE TOP OF A LARGE
 DU0556'BOULDER WHICH PROJECTS 8 INCHES, AND 1.3 FEET SOUTH OF A METAL WITNESS
 DU0556'POST.
 DU0556
 DU0556                          STATION RECOVERY (1992)
 DU0556
 DU0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0556'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0556'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0556'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 3.9 KM
 DU0556'(2.40 MI) NORTHERLY ALONG FELIX ROAD, THENCE 1.2 KM (0.75 MI)
 DU0556'NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 0.4 KM
 DU0556'(0.25 MI) SOUTHWESTERLY ACROSS COUNTRY, NEAR THE SOUTH END OF A 4 BY
 DU0556'6-FOOT AREA OF OUTCROPPING BEDROCK ALONG THE NORTHEAST SLOPE OF A
 DU0556'ROCKY HILL, 30.0 M (98.4 FT) SOUTHWEST OF THE NORTHEAST BASE OF THE
 DU0556'HILL, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE OUTCROP
 DU0556'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU0556
 DU0556                          STATION RECOVERY (2007)
 DU0556
 DU0556'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0556'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE PUBLISHED CO-ORDINATES
 DU0556'ARE OVER .25 MI OFF, AND SHOULD NOT BE RELIED UPON. AN UPDATE TO THE
 DU0556'TO REACH, ...THENCE 4.93 KM (3.06 MI) NORTHERLY ALONG FELIX ROAD,
 DU0556'THENCE .79 KM (.49 MI) WEST ALONG TWIN SPUR LANE TO THE END OF THE
 DU0556'ROAD AT THE RAILROAD TRACKS, AND THE END OF TRUCK TRAVEL. THENCE 0.4
 DU0556'KM (0.25 MI) SOUTHWESTERLY ACROSS COUNTRY...
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0064 ***********************************************************************
 DV0064  DESIGNATION -  J 365
 DV0064  PID         -  DV0064
 DV0064  STATE/COUNTY-  AZ/MARICOPA
 DV0064  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0064
 DV0064                         *CURRENT SURVEY CONTROL
 DV0064  ___________________________________________________________________
 DV0064* NAD 83(1986)-  33 40 01.     (N)    112 15 33.     (W)     SCALED    
 DV0064* NAVD 88     -       381.410  (meters)    1251.34   (feet)  ADJUSTED  
 DV0064  ___________________________________________________________________
 DV0064  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0064  DYNAMIC HT  -         380.967 (meters)    1249.89  (feet)  COMP
 DV0064  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 DV0064
 DV0064  VERT ORDER  -  FIRST     CLASS II
 DV0064
 DV0064.The horizontal coordinates were scaled from a topographic map and have
 DV0064.an estimated accuracy of +/- 6 seconds.
 DV0064
 DV0064.The orthometric height was determined by differential leveling
 DV0064.and adjusted in June 1991.
 DV0064
 DV0064.The geoid height was determined by GEOID03.
 DV0064
 DV0064.The dynamic height is computed by dividing the NAVD 88
 DV0064.geopotential number by the normal gravity value computed on the
 DV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0064.degrees latitude (g = 980.6199 gals.).
 DV0064
 DV0064.The modeled gravity was interpolated from observed gravity values.
 DV0064
 DV0064;                    North         East    Units  Estimated Accuracy
 DV0064;SPC AZ C     -   295,770.      181,600.      MT  (+/- 180 meters Scaled)
 DV0064
 DV0064                          SUPERSEDED SURVEY CONTROL
 DV0064
 DV0064  NGVD 29 (??/??/92)  380.841  (m)         1249.48   (f) ADJ UNCH    1 2
 DV0064
 DV0064.Superseded values are not recommended for survey control.
 DV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0064.See file dsdata.txt to determine how the superseded data were derived.
 DV0064
 DV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC832259(NAD 83)
 DV0064_MARKER: DB = BENCH MARK DISK
 DV0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0064_SP_SET: FOUNDATION
 DV0064_STAMPING: J 365 1967
 DV0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0064
 DV0064  HISTORY     - Date     Condition        Report By
 DV0064  HISTORY     - 1967     MONUMENTED       CGS
 DV0064  HISTORY     - 1981     GOOD             NGS
 DV0064  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0064  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0064
 DV0064                          STATION DESCRIPTION
 DV0064
 DV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0064'6.25 MI NE FROM SUN CITY.
 DV0064'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0064'CITY, THENCE 1.75 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 28, T 4
 DV0064'N, R 1 E, NEAR THE NORTHEAST CORNER OF A LARGE ORANGE GROVE, 35 1/2
 DV0064'FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 51 FEET EAST OF
 DV0064'THE CENTER LINE OF A TRAIL ROAD, SET IN THE TOP OF THE NORTH CORNER OF
 DV0064'THE CONCRETE FOUNDATION FOR ELECTRIC IRRIGATION PUMP NUMBER 3, 3 1/2
 DV0064'FEET NORTH OF THE PUMP, 20 1/2 FEET SOUTH OF A FENCE, ABOUT 5 FEET
 DV0064'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0064'ROAD.
 DV0064
 DV0064                          STATION RECOVERY (1981)
 DV0064
 DV0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0064'RECOVERED IN GOOD CONDITION.
 DV0064
 DV0064                          STATION RECOVERY (2002)
 DV0064
 DV0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0064'MARK NOT FOUND.
 DV0064
 DV0064                          STATION RECOVERY (2007)
 DV0064
 DV0064'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0064'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0064'MARK. THE PUMP AND WELLHEAD HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0096 ***********************************************************************
 DV0096  DESIGNATION -  J 366
 DV0096  PID         -  DV0096
 DV0096  STATE/COUNTY-  AZ/MARICOPA
 DV0096  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0096
 DV0096                         *CURRENT SURVEY CONTROL
 DV0096  ___________________________________________________________________
 DV0096* NAD 83(1986)-  33 39 36.     (N)    112 26 08.     (W)     SCALED    
 DV0096* NAVD 88     -       407.833  (meters)    1338.03   (feet)  ADJUSTED  
 DV0096  ___________________________________________________________________
 DV0096  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0096  DYNAMIC HT  -         407.357 (meters)    1336.47  (feet)  COMP
 DV0096  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 DV0096
 DV0096  VERT ORDER  -  FIRST     CLASS II
 DV0096
 DV0096.The horizontal coordinates were scaled from a topographic map and have
 DV0096.an estimated accuracy of +/- 6 seconds.
 DV0096
 DV0096.The orthometric height was determined by differential leveling
 DV0096.and adjusted in June 1991.
 DV0096
 DV0096.The geoid height was determined by GEOID03.
 DV0096
 DV0096.The dynamic height is computed by dividing the NAVD 88
 DV0096.geopotential number by the normal gravity value computed on the
 DV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0096.degrees latitude (g = 980.6199 gals.).
 DV0096
 DV0096.The modeled gravity was interpolated from observed gravity values.
 DV0096
 DV0096;                    North         East    Units  Estimated Accuracy
 DV0096;SPC AZ C     -   295,070.      165,240.      MT  (+/- 180 meters Scaled)
 DV0096
 DV0096                          SUPERSEDED SURVEY CONTROL
 DV0096
 DV0096  NGVD 29 (??/??/92)  407.387  (m)         1336.57   (f) ADJ UNCH    1 2
 DV0096
 DV0096.Superseded values are not recommended for survey control.
 DV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0096.See file dsdata.txt to determine how the superseded data were derived.
 DV0096
 DV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC668253(NAD 83)
 DV0096_MARKER: DB = BENCH MARK DISK
 DV0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0096_SP_SET: CONCRETE WALKWAY
 DV0096_STAMPING: J 366 1967
 DV0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0096+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2009
 DV0096
 DV0096  HISTORY     - Date     Condition        Report By
 DV0096  HISTORY     - 1967     MONUMENTED       CGS
 DV0096  HISTORY     - 1981     GOOD             NGS
 DV0096  HISTORY     - 20090217 GOOD             SURPGS
 DV0096
 DV0096                          STATION DESCRIPTION
 DV0096
 DV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0096'9.4 MI W FROM EL MIRAGE.
 DV0096'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0096'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 2.4 MILES
 DV0096'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0096'BEARDSLEY CANAL, IN SECTION 26, T 4 N, R 2 W, 37 FEET NORTHWEST OF THE
 DV0096'CENTER OF THE JUNCTION OF CANAL ROAD AND A DIRT ROAD WHICH LEADS
 DV0096'SOUTH, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST SIDE OF A
 DV0096'CONCRETE WALKWAY OVER A DAM IN THE BEARDSLEY CANAL WHICH CONTAINS 7
 DV0096'FLOODGATES, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0096
 DV0096                          STATION RECOVERY (1981)
 DV0096
 DV0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0096'RECOVERED IN GOOD CONDITION.
 DV0096
 DV0096                          STATION RECOVERY (2009)
 DV0096
 DV0096'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0096'WALKWAY AND MAKE ARE BEHIND A LOCKED GATE AND A KEY IS REQUIRED TO
 DV0096'GAIN ACCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0209 ***********************************************************************
 DA0209  DESIGNATION -  J 37
 DA0209  PID         -  DA0209
 DA0209  STATE/COUNTY-  AZ/PIMA
 DA0209  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0209
 DA0209                         *CURRENT SURVEY CONTROL
 DA0209  ___________________________________________________________________
 DA0209* NAD 83(1986)-  32 10 56.     (N)    112 17 16.     (W)     SCALED    
 DA0209* NAVD 88     -       657.08   (+/-2cm)    2155.8    (feet)  VERTCON   
 DA0209  ___________________________________________________________________
 DA0209  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DA0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0209
 DA0209.The horizontal coordinates were scaled from a topographic map and have
 DA0209.an estimated accuracy of +/- 6 seconds.
 DA0209
 DA0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0209.The vertical order pertains to the NGVD 29 superseded value.
 DA0209
 DA0209.The geoid height was determined by GEOID03.
 DA0209
 DA0209;                    North         East    Units  Estimated Accuracy
 DA0209;SPC AZ C     -   131,130.      178,370.      MT  (+/- 180 meters Scaled)
 DA0209
 DA0209                          SUPERSEDED SURVEY CONTROL
 DA0209
 DA0209  NGVD 29 (??/??/92)  656.381  (m)         2153.48   (f) ADJ UNCH    2 0
 DA0209
 DA0209.Superseded values are not recommended for survey control.
 DA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0209.See file dsdata.txt to determine how the superseded data were derived.
 DA0209
 DA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA785613(NAD 83)
 DA0209_MARKER: DB = BENCH MARK DISK
 DA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0209_STAMPING: J 37 1933 2153.654
 DA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0209+STABILITY: SURFACE MOTION
 DA0209
 DA0209  HISTORY     - Date     Condition        Report By
 DA0209  HISTORY     - 1933     MONUMENTED       CGS
 DA0209  HISTORY     - 1961     GOOD             NGS
 DA0209  HISTORY     - 19970306 GOOD             USPSQD
 DA0209
 DA0209                          STATION DESCRIPTION
 DA0209
 DA0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0209'5.0 MI E FROM TRACY.
 DA0209'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 86 FROM THE HIGHWAY
 DA0209'DEPARTMENT MAINTENANCE CAMP AT TRACY, AN INDIAN VILLAGE.  1.6 MILES
 DA0209'WEST OF THE JUNCTION OF STATE HIGHWAY 86 AND A ROAD LEADING SOUTH TO
 DA0209'PISINIMO, AN INDIAN VILLAGE.  0.4 MILE WEST OF THE JUNCTION OF STATE
 DA0209'HIGHWAY 86 AND A ROAD LEADING NORTH, 48 FEET NORTH OF THE CENTER LINE
 DA0209'OF THE HIGHWAY, 36 1/2 FEET SOUTH OF A TELEPHONE POLE, 0.9 FOOT NORTH
 DA0209'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 DA0209'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 DA0209
 DA0209                          STATION RECOVERY (1997)
 DA0209
 DA0209'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0638 ***********************************************************************
 CG0638  DESIGNATION -  J 38
 CG0638  PID         -  CG0638
 CG0638  STATE/COUNTY-  AZ/PIMA
 CG0638  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0638
 CG0638                         *CURRENT SURVEY CONTROL
 CG0638  ___________________________________________________________________
 CG0638* NAD 83(1986)-  31 58 50.     (N)    111 43 11.     (W)     SCALED    
 CG0638* NAVD 88     -       871.55   (+/-2cm)    2859.4    (feet)  VERTCON   
 CG0638  ___________________________________________________________________
 CG0638  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CG0638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0638
 CG0638.The horizontal coordinates were scaled from a topographic map and have
 CG0638.an estimated accuracy of +/- 6 seconds.
 CG0638
 CG0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0638.The vertical order pertains to the NGVD 29 superseded value.
 CG0638
 CG0638.The geoid height was determined by GEOID03.
 CG0638
 CG0638;                    North         East    Units  Estimated Accuracy
 CG0638;SPC AZ C     -   108,730.      231,970.      MT  (+/- 180 meters Scaled)
 CG0638
 CG0638                          SUPERSEDED SURVEY CONTROL
 CG0638
 CG0638  NGVD 29 (??/??/92)  870.820  (m)         2857.02   (f) ADJ UNCH    2 0
 CG0638
 CG0638.Superseded values are not recommended for survey control.
 CG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0638.See file dsdata.txt to determine how the superseded data were derived.
 CG0638
 CG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA320385(NAD 83)
 CG0638_MARKER: DB = BENCH MARK DISK
 CG0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0638_STAMPING: J 38 1933 2857.156
 CG0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0638+STABILITY: SURFACE MOTION
 CG0638
 CG0638  HISTORY     - Date     Condition        Report By
 CG0638  HISTORY     - 1933     MONUMENTED       CGS
 CG0638  HISTORY     - 1952     GOOD             NGS
 CG0638  HISTORY     - 1974     GOOD             USGS
 CG0638
 CG0638                          STATION DESCRIPTION
 CG0638
 CG0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0638'12.65 MI NE FROM SELLS.
 CG0638'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0638'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 0.25 MILE
 CG0638'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, THENCE 0.6 MILE WEST
 CG0638'ALONG OLD HIGHWAY 86, ABOUT 0.2 MILE EAST OF A SIDE ROAD, ABOUT 45
 CG0638'YARDS NORTH OF POLE 322, 50 FEET SOUTH OF THE CENTER LINE OF OLD
 CG0638'HIGHWAY, 2 FEET HIGHER THAN THE ROAD, SET IN TOP OF A CONCRETE POST
 CG0638'PROJECTING 0.8 FEET ABOVE THE GROUND.
 CG0638
 CG0638                          STATION RECOVERY (1974)
 CG0638
 CG0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0638'CHANGE DESCRIPTION--FOOT HILLS ROAD, THENCE 0.6 MILE WEST ALONG OLD
 CG0638'HIGHWAY 86, -- TO READ FOOT HILLS ROAD, THENCE 1.3 MILES WEST ALONG
 CG0638'OLD HIGHWAY 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0282 ***********************************************************************
 FR0282  DESIGNATION -  J 385
 FR0282  PID         -  FR0282
 FR0282  STATE/COUNTY-  AZ/YAVAPAI
 FR0282  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0282
 FR0282                         *CURRENT SURVEY CONTROL
 FR0282  ___________________________________________________________________
 FR0282* NAD 83(1986)-  35 20 12.     (N)    112 51 16.     (W)     SCALED    
 FR0282* NAVD 88     -      1606.813  (meters)    5271.69   (feet)  ADJUSTED  
 FR0282  ___________________________________________________________________
 FR0282  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0282  DYNAMIC HT  -        1604.690 (meters)    5264.72  (feet)  COMP
 FR0282  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 FR0282
 FR0282  VERT ORDER  -  FIRST     CLASS II
 FR0282
 FR0282.The horizontal coordinates were scaled from a topographic map and have
 FR0282.an estimated accuracy of +/- 6 seconds.
 FR0282
 FR0282.The orthometric height was determined by differential leveling
 FR0282.and adjusted in June 1991.
 FR0282
 FR0282.The geoid height was determined by GEOID03.
 FR0282
 FR0282.The dynamic height is computed by dividing the NAVD 88
 FR0282.geopotential number by the normal gravity value computed on the
 FR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0282.degrees latitude (g = 980.6199 gals.).
 FR0282
 FR0282.The modeled gravity was interpolated from observed gravity values.
 FR0282
 FR0282;                    North         East    Units  Estimated Accuracy
 FR0282;SPC AZ C     -   481,330.      128,110.      MT  (+/- 180 meters Scaled)
 FR0282
 FR0282                          SUPERSEDED SURVEY CONTROL
 FR0282
 FR0282  NGVD 29 (??/??/92) 1605.917  (m)         5268.75   (f) ADJ UNCH    1 2
 FR0282
 FR0282.Superseded values are not recommended for survey control.
 FR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0282.See file dsdata.txt to determine how the superseded data were derived.
 FR0282
 FR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE314119(NAD 83)
 FR0282_MARKER: DB = BENCH MARK DISK
 FR0282_SETTING: 66 = SET IN ROCK OUTCROP
 FR0282_SP_SET: OUTCROP
 FR0282_STAMPING: J 385 1968
 FR0282_MARK LOGO: CGS   
 FR0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0282+STABILITY: POSITION/ELEVATION WELL
 FR0282
 FR0282  HISTORY     - Date     Condition        Report By
 FR0282  HISTORY     - 1968     MONUMENTED       CGS
 FR0282  HISTORY     - 1982     GOOD             NGS
 FR0282
 FR0282                          STATION DESCRIPTION
 FR0282
 FR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0282'2.05 MI NE FROM SELIGMAN.
 FR0282'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0282'THE STATION AT SELIGMAN, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, 0.8
 FR0282'MILE NORTH OF A GATE ACROSS THE ROAD, 0.5 MILE NORTH OF THE CROSSING
 FR0282'OF A TELEPHONE LINE, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2
 FR0282'FOOT ABOVE THE GROUND, 196 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FR0282'122.3 FEET WEST OF A FENCE, 122.2 FEET WEST OF A WITNESS POST IN THE
 FR0282'FENCE, AND ABOUT 7 1/2 FEET HIGHER THAN THE ROAD.
 FR0282
 FR0282                          STATION RECOVERY (1982)
 FR0282
 FR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0301 ***********************************************************************
 FR0301  DESIGNATION -  J 386
 FR0301  PID         -  FR0301
 FR0301  STATE/COUNTY-  AZ/COCONINO
 FR0301  USGS QUAD   -  BIG BUD TANK (1981)
 FR0301
 FR0301                         *CURRENT SURVEY CONTROL
 FR0301  ___________________________________________________________________
 FR0301* NAD 83(1986)-  35 31 15.     (N)    112 52 06.     (W)     SCALED    
 FR0301* NAVD 88     -      1772.556  (meters)    5815.46   (feet)  POSTED    
 FR0301  ___________________________________________________________________
 FR0301  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 FR0301  DYNAMIC HT  -        1770.130 (meters)    5807.50  (feet)  COMP
 FR0301  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 FR0301
 FR0301  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0301
 FR0301.The horizontal coordinates were scaled from a topographic map and have
 FR0301.an estimated accuracy of +/- 6 seconds.
 FR0301
 FR0301.The orthometric height was determined by differential leveling
 FR0301.and adjusted by the  in 1992.
 FR0301.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0301.rate of 0.0 thru 1.0 mm/km.
 FR0301
 FR0301.The geoid height was determined by GEOID03.
 FR0301
 FR0301.The dynamic height is computed by dividing the NAVD 88
 FR0301.geopotential number by the normal gravity value computed on the
 FR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0301.degrees latitude (g = 980.6199 gals.).
 FR0301
 FR0301.The modeled gravity was interpolated from observed gravity values.
 FR0301
 FR0301;                    North         East    Units  Estimated Accuracy
 FR0301;SPC AZ C     -   501,770.      127,050.      MT  (+/- 180 meters Scaled)
 FR0301
 FR0301                          SUPERSEDED SURVEY CONTROL
 FR0301
 FR0301  NGVD 29 (??/??/92) 1771.578  (m)         5812.25   (f) ADJ UNCH    2 0
 FR0301
 FR0301.Superseded values are not recommended for survey control.
 FR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0301.See file dsdata.txt to determine how the superseded data were derived.
 FR0301
 FR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE305324(NAD 83)
 FR0301_MARKER: DB = BENCH MARK DISK
 FR0301_SETTING: 66 = SET IN ROCK OUTCROP
 FR0301_SP_SET: OUTCROP
 FR0301_STAMPING: J 386 1968
 FR0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0301+STABILITY: POSITION/ELEVATION WELL
 FR0301
 FR0301  HISTORY     - Date     Condition        Report By
 FR0301  HISTORY     - 1968     MONUMENTED       CGS
 FR0301  HISTORY     - 1979     GOOD             USGS
 FR0301
 FR0301                          STATION DESCRIPTION
 FR0301
 FR0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0301'16.55 MI N FROM SELIGMAN.
 FR0301'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0301'THE STATION AT SELIGMAN, THENCE 15.5 MILES NORTH ALONG A DIRT ROAD,
 FR0301'0.3 MILES SOUTH THE JUNCTION OF A TRACK ROAD WEST, AT THE CROSSING OF
 FR0301'A SMALL WASH, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 0.3 FOOT
 FR0301'ABOVE THE GROUND, 187 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 FR0301'95 FEET WEST OF A LONE JUNIPER TREE, 75 FEET NORTHWEST OF THE CENTER
 FR0301'OF A SMALL WASH, 107 FEET NORTHEAST OF A FENCE, 0.8 FOOT SOUTHWEST OF
 FR0301'A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 FR0301
 FR0301                          STATION RECOVERY (1979)
 FR0301
 FR0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0301'1.05 MILES EAST ALONG THE ATCHISON, TEPEKA AND SANTA FE RAILROAD FROM
 FR0301'THE STATION AT SELIGMAN, THENCE 15.5 MILES NORTH ALONG A DIRT ROAD,
 FR0301'0.3 MILES SOUTH OF THE JUNCTION OF A TRACK ROAD WEST, AT THE CROSSING
 FR0301'OF A SMALL WASH, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 0.3
 FR0301'FOOT ABOVE THE GROUND, 212 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FR0301'ROAD, 95 FEET WEST OF A LONG JUNIPER TREE, 75 FEET NORTHWEST OF THE
 FR0301'CENTER OF A SMALL WASH, 107 FEET NORTHEAST OF A FENCE, 0.8 FOOT
 FR0301'SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0060 ***********************************************************************
 FR0060  DESIGNATION -  J 387
 FR0060  PID         -  FR0060
 FR0060  STATE/COUNTY-  AZ/COCONINO
 FR0060  USGS QUAD   -  MILLER TANK (1981)
 FR0060
 FR0060                         *CURRENT SURVEY CONTROL
 FR0060  ___________________________________________________________________
 FR0060* NAD 83(1986)-  35 44 36.     (N)    112 20 36.     (W)     SCALED    
 FR0060* NAVD 88     -      1801.534  (meters)    5910.53   (feet)  POSTED    
 FR0060  ___________________________________________________________________
 FR0060  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FR0060  DYNAMIC HT  -        1799.180 (meters)    5902.81  (feet)  COMP
 FR0060  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 FR0060
 FR0060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0060
 FR0060.The horizontal coordinates were scaled from a topographic map and have
 FR0060.an estimated accuracy of +/- 6 seconds.
 FR0060
 FR0060.The orthometric height was determined by differential leveling
 FR0060.and adjusted by the  in 1992.
 FR0060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0060.rate of 0.0 thru 1.0 mm/km.
 FR0060
 FR0060.The geoid height was determined by GEOID03.
 FR0060
 FR0060.The dynamic height is computed by dividing the NAVD 88
 FR0060.geopotential number by the normal gravity value computed on the
 FR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0060.degrees latitude (g = 980.6199 gals.).
 FR0060
 FR0060.The modeled gravity was interpolated from observed gravity values.
 FR0060
 FR0060;                    North         East    Units  Estimated Accuracy
 FR0060;SPC AZ C     -   526,120.      174,770.      MT  (+/- 180 meters Scaled)
 FR0060
 FR0060                          SUPERSEDED SURVEY CONTROL
 FR0060
 FR0060  NGVD 29 (??/??/92) 1800.684  (m)         5907.74   (f) ADJ UNCH    2 0
 FR0060
 FR0060.Superseded values are not recommended for survey control.
 FR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0060.See file dsdata.txt to determine how the superseded data were derived.
 FR0060
 FR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE785563(NAD 83)
 FR0060_MARKER: DB = BENCH MARK DISK
 FR0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0060_SP_SET: FOUNDATION
 FR0060_STAMPING: J 387 1968
 FR0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0060
 FR0060  HISTORY     - Date     Condition        Report By
 FR0060  HISTORY     - 1968     MONUMENTED       CGS
 FR0060
 FR0060                          STATION DESCRIPTION
 FR0060
 FR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0060'5.3 MI W FROM WILLAHA.
 FR0060'0.8 MILE SOUTH ALONG AT ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0060'SIDING SIGN AT WILLAHA, THENCE 4.5 MILES WEST ALONG A STEEL TOWER
 FR0060'POWER LINE, 2 TOWERS WEST OF BENCH MARK H 387, ON A FLAT RIDGE WHICH
 FR0060'IS BETWEEN TWO LARGE WASHES, IN THE TOP OF THE CONCRETE FOUNDATION OF
 FR0060'THE NORTHEAST STEEL LEG OF TOWER 775, 15 FEET WEST OF THE CENTER LINE
 FR0060'OF AN ACCESS ROAD TO THE TOWERS, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0333 ***********************************************************************
 FR0333  DESIGNATION -  J 388
 FR0333  PID         -  FR0333
 FR0333  STATE/COUNTY-  AZ/COCONINO
 FR0333  USGS QUAD   -  BLACK TANK (1980)
 FR0333
 FR0333                         *CURRENT SURVEY CONTROL
 FR0333  ___________________________________________________________________
 FR0333* NAD 83(1986)-  35 42 24.     (N)    112 40 55.     (W)     SCALED    
 FR0333* NAVD 88     -      1714.217  (meters)    5624.06   (feet)  POSTED    
 FR0333  ___________________________________________________________________
 FR0333  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FR0333  DYNAMIC HT  -        1712.000 (meters)    5616.79  (feet)  COMP
 FR0333  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 FR0333
 FR0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0333
 FR0333.The horizontal coordinates were scaled from a topographic map and have
 FR0333.an estimated accuracy of +/- 6 seconds.
 FR0333
 FR0333.The orthometric height was determined by differential leveling
 FR0333.and adjusted by the  in 1992.
 FR0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0333.rate of 0.0 thru 1.0 mm/km.
 FR0333
 FR0333.The geoid height was determined by GEOID03.
 FR0333
 FR0333.The dynamic height is computed by dividing the NAVD 88
 FR0333.geopotential number by the normal gravity value computed on the
 FR0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0333.degrees latitude (g = 980.6199 gals.).
 FR0333
 FR0333.The modeled gravity was interpolated from observed gravity values.
 FR0333
 FR0333;                    North         East    Units  Estimated Accuracy
 FR0333;SPC AZ C     -   522,240.      144,110.      MT  (+/- 180 meters Scaled)
 FR0333
 FR0333                          SUPERSEDED SURVEY CONTROL
 FR0333
 FR0333  NGVD 29 (??/??/92) 1713.354  (m)         5621.23   (f) ADJ UNCH    2 0
 FR0333
 FR0333.Superseded values are not recommended for survey control.
 FR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0333.See file dsdata.txt to determine how the superseded data were derived.
 FR0333
 FR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE478527(NAD 83)
 FR0333_MARKER: DB = BENCH MARK DISK
 FR0333_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FR0333_SP_SET: FOUNDATION
 FR0333_STAMPING: J 388 1968
 FR0333_MARK LOGO: CGS   
 FR0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0333+STABILITY: POSITION/ELEVATION WELL
 FR0333
 FR0333  HISTORY     - Date     Condition        Report By
 FR0333  HISTORY     - 1968     MONUMENTED       CGS
 FR0333  HISTORY     - 1973     GOOD             USGS
 FR0333
 FR0333                          STATION DESCRIPTION
 FR0333
 FR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0333'24.95 MI W FROM WILLAHA.
 FR0333'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0333'THE SIDING SIGN AT WILLAHA, THENCE 24.15 MILES WEST ALONG A STEEL
 FR0333'TOWER POWER LINE, 0.5 MILE WEST OF THE INTERSECTION OF A NORTH-SOUTH
 FR0333'TRACK ROAD, 2 TOWERS WEST OF BENCH MARK H 388, IN THE TOP OF THE
 FR0333'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 836, 51 FEET
 FR0333'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0333'AND THE GROUND.
 FR0333
 FR0333                          STATION RECOVERY (1973)
 FR0333
 FR0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0375 ***********************************************************************
 FR0375  DESIGNATION -  J 389
 FR0375  PID         -  FR0375
 FR0375  STATE/COUNTY-  AZ/COCONINO
 FR0375  USGS QUAD   -  SUPAI CAMP (1981)
 FR0375
 FR0375                         *CURRENT SURVEY CONTROL
 FR0375  ___________________________________________________________________
 FR0375* NAD 83(1986)-  35 59 07.     (N)    112 51 14.     (W)     SCALED    
 FR0375* NAVD 88     -      1829.683  (meters)    6002.89   (feet)  POSTED    
 FR0375  ___________________________________________________________________
 FR0375  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FR0375  DYNAMIC HT  -        1827.340 (meters)    5995.20  (feet)  COMP
 FR0375  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 FR0375
 FR0375  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0375
 FR0375.The horizontal coordinates were scaled from a topographic map and have
 FR0375.an estimated accuracy of +/- 6 seconds.
 FR0375
 FR0375.The orthometric height was determined by differential leveling
 FR0375.and adjusted by the  in 1992.
 FR0375.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0375.was located on a no-check spur therefore a value was not computed.
 FR0375.No vertical observational check was made to the station.
 FR0375
 FR0375.The geoid height was determined by GEOID03.
 FR0375
 FR0375.The dynamic height is computed by dividing the NAVD 88
 FR0375.geopotential number by the normal gravity value computed on the
 FR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0375.degrees latitude (g = 980.6199 gals.).
 FR0375
 FR0375.The modeled gravity was interpolated from observed gravity values.
 FR0375
 FR0375;                    North         East    Units  Estimated Accuracy
 FR0375;SPC AZ C     -   553,290.      128,850.      MT  (+/- 180 meters Scaled)
 FR0375
 FR0375                          SUPERSEDED SURVEY CONTROL
 FR0375
 FR0375  NGVD 29 (??/??/92) 1828.785  (m)         5999.94   (f) ADJ UNCH    2 0
 FR0375
 FR0375.Superseded values are not recommended for survey control.
 FR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0375.See file dsdata.txt to determine how the superseded data were derived.
 FR0375
 FR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE328839(NAD 83)
 FR0375_MARKER: DB = BENCH MARK DISK
 FR0375_SETTING: 66 = SET IN ROCK OUTCROP
 FR0375_SP_SET: OUTCROP
 FR0375_STAMPING: J 389 1968
 FR0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0375+STABILITY: POSITION/ELEVATION WELL
 FR0375
 FR0375  HISTORY     - Date     Condition        Report By
 FR0375  HISTORY     - 1968     MONUMENTED       CGS
 FR0375
 FR0375                          STATION DESCRIPTION
 FR0375
 FR0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0375'49.15 MI NE FROM PEACH SPRINGS.
 FR0375'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0375'SPRINGS, THENCE 41.9 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0375'ROAD, ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES, IN THE TOP OF AN
 FR0375'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 73 FEET
 FR0375'NORTHWEST OF THE CENTER LINE OF THE ROAD, 44.5 FEET SOUTHEAST OF A
 FR0375'FENCE, 1.3 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER
 FR0375'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0837 ***********************************************************************
 CZ0837  DESIGNATION -  J 39
 CZ0837  PID         -  CZ0837
 CZ0837  STATE/COUNTY-  AZ/PIMA
 CZ0837  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0837
 CZ0837                         *CURRENT SURVEY CONTROL
 CZ0837  ___________________________________________________________________
 CZ0837* NAD 83(1986)-  32 10 36.     (N)    111 01 06.     (W)     SCALED    
 CZ0837* NAVD 88     -       763.15   (+/-2cm)    2503.8    (feet)  VERTCON   
 CZ0837  ___________________________________________________________________
 CZ0837  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0837
 CZ0837.The horizontal coordinates were scaled from a topographic map and have
 CZ0837.an estimated accuracy of +/- 6 seconds.
 CZ0837
 CZ0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0837.The vertical order pertains to the NGVD 29 superseded value.
 CZ0837
 CZ0837.The geoid height was determined by GEOID03.
 CZ0837
 CZ0837;                    North         East    Units  Estimated Accuracy
 CZ0837;SPC AZ C     -   130,810.      298,080.      MT  (+/- 180 meters Scaled)
 CZ0837
 CZ0837                          SUPERSEDED SURVEY CONTROL
 CZ0837
 CZ0837  NGVD 29 (??/??/92)  762.462  (m)         2501.51   (f) ADJ UNCH    2 0
 CZ0837
 CZ0837.Superseded values are not recommended for survey control.
 CZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0837.See file dsdata.txt to determine how the superseded data were derived.
 CZ0837
 CZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA982600(NAD 83)
 CZ0837_MARKER: DB = BENCH MARK DISK
 CZ0837_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0837_SP_SET: CHERT COUTCROP
 CZ0837_STAMPING: 2501.776 J 39 1933
 CZ0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0837+STABILITY: POSITION/ELEVATION WELL
 CZ0837
 CZ0837  HISTORY     - Date     Condition        Report By
 CZ0837  HISTORY     - 1933     MONUMENTED       CGS
 CZ0837  HISTORY     - 1934     GOOD             NGS
 CZ0837  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0837
 CZ0837                          STATION DESCRIPTION
 CZ0837
 CZ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0837'3.0 MI W FROM TUCSON.
 CZ0837'3.0 MILES WEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS HOSPITAL
 CZ0837'AT TUCSON, PIMA COUNTY, 1.0 MILE WEST OF THE INTERSECTION OF MISSION
 CZ0837'ROAD, ON THE INSIDE OF A CURVE, 28 FEET NORTH OF THE CENTERLINE OF THE
 CZ0837'HIGHWAY, IN THE TOP OF A WHITE CHERT OUTCROP, AND 2 FEET ABOVE THE
 CZ0837'GROUND.  A STANDARD DISK, STAMPED 2501.776 J 39 1933.
 CZ0837
 CZ0837                          STATION RECOVERY (1966)
 CZ0837
 CZ0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0535 ***********************************************************************
 FS0535  DESIGNATION -  J 391
 FS0535  PID         -  FS0535
 FS0535  STATE/COUNTY-  AZ/MOHAVE
 FS0535  USGS QUAD   -  KINGMAN SE (1980)
 FS0535
 FS0535                         *CURRENT SURVEY CONTROL
 FS0535  ___________________________________________________________________
 FS0535* NAD 83(1986)-  35 06 12.     (N)    114 06 59.     (W)     SCALED    
 FS0535* NAVD 88     -       835.639  (meters)    2741.59   (feet)  POSTED    
 FS0535  ___________________________________________________________________
 FS0535  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS0535  DYNAMIC HT  -         834.680 (meters)    2738.45  (feet)  COMP
 FS0535  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 FS0535
 FS0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0535
 FS0535.The horizontal coordinates were scaled from a topographic map and have
 FS0535.an estimated accuracy of +/- 6 seconds.
 FS0535
 FS0535.The orthometric height was determined by differential leveling
 FS0535.and adjusted by the  in 1992.
 FS0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0535.rate of 0.0 thru 1.0 mm/km.
 FS0535
 FS0535.The geoid height was determined by GEOID03.
 FS0535
 FS0535.The dynamic height is computed by dividing the NAVD 88
 FS0535.geopotential number by the normal gravity value computed on the
 FS0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0535.degrees latitude (g = 980.6199 gals.).
 FS0535
 FS0535.The modeled gravity was interpolated from observed gravity values.
 FS0535
 FS0535;                    North         East    Units  Estimated Accuracy
 FS0535;SPC AZ W     -   455,110.      179,960.      MT  (+/- 180 meters Scaled)
 FS0535
 FS0535                          SUPERSEDED SURVEY CONTROL
 FS0535
 FS0535  NGVD 29 (??/??/92)  834.877  (m)         2739.09   (f) ADJ UNCH    2 0
 FS0535
 FS0535.Superseded values are not recommended for survey control.
 FS0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0535.See file dsdata.txt to determine how the superseded data were derived.
 FS0535
 FS0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU628883(NAD 83)
 FS0535_MARKER: DB = BENCH MARK DISK
 FS0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0535_SP_SET: BRIDGE
 FS0535_STAMPING: J 391 1961
 FS0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0535
 FS0535  HISTORY     - Date     Condition        Report By
 FS0535  HISTORY     - 1961     MONUMENTED       CGS
 FS0535  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0535
 FS0535                          STATION DESCRIPTION
 FS0535
 FS0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FS0535'7.9 MI SSW FROM KINGMAN.
 FS0535'ABOUT 7.9 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 FS0535'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION IN KINGMAN,
 FS0535'AT THE JUNCTION OF A SAND ROAD SOUTH, SET IN THE TOP OF THE
 FS0535'NORTH END OF THE WEST ABUTMENT OF A CONCRETE CATTLE GUARD, 209
 FS0535'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 66, 23 FEET WEST
 FS0535'OF THE CENTER OF THE SAND ROAD, 92 FEET SOUTH OF A TELEPHONE
 FS0535'POLE WITH A GUY WIRE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE SAND
 FS0535'ROAD.
 FS0535
 FS0535                          STATION RECOVERY (1981)
 FS0535
 FS0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0535'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0534 ***********************************************************************
 FS0534  DESIGNATION -  J 391 RESET
 FS0534  PID         -  FS0534
 FS0534  STATE/COUNTY-  AZ/MOHAVE
 FS0534  USGS QUAD   -  KINGMAN SE (1980)
 FS0534
 FS0534                         *CURRENT SURVEY CONTROL
 FS0534  ___________________________________________________________________
 FS0534* NAD 83(1986)-  35 06 12.     (N)    114 06 59.     (W)     SCALED    
 FS0534* NAVD 88     -       836.474  (meters)    2744.33   (feet)  ADJUSTED  
 FS0534  ___________________________________________________________________
 FS0534  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS0534  DYNAMIC HT  -         835.511 (meters)    2741.17  (feet)  COMP
 FS0534  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 FS0534
 FS0534  VERT ORDER  -  FIRST     CLASS II
 FS0534
 FS0534.The horizontal coordinates were scaled from a topographic map and have
 FS0534.an estimated accuracy of +/- 6 seconds.
 FS0534
 FS0534.The orthometric height was determined by differential leveling
 FS0534.and adjusted in June 1991.
 FS0534
 FS0534.The geoid height was determined by GEOID03.
 FS0534
 FS0534.The dynamic height is computed by dividing the NAVD 88
 FS0534.geopotential number by the normal gravity value computed on the
 FS0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0534.degrees latitude (g = 980.6199 gals.).
 FS0534
 FS0534.The modeled gravity was interpolated from observed gravity values.
 FS0534
 FS0534;                    North         East    Units  Estimated Accuracy
 FS0534;SPC AZ W     -   455,110.      179,960.      MT  (+/- 180 meters Scaled)
 FS0534
 FS0534                          SUPERSEDED SURVEY CONTROL
 FS0534
 FS0534.No superseded survey control is available for this station.
 FS0534
 FS0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU628883(NAD 83)
 FS0534_MARKER: DB = BENCH MARK DISK
 FS0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0534_STAMPING: J 391 RESET 1973
 FS0534_MARK LOGO: NGS   
 FS0534_PROJECTION: FLUSH
 FS0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0534+STABILITY: SURFACE MOTION
 FS0534
 FS0534  HISTORY     - Date     Condition        Report By
 FS0534  HISTORY     - 1973     MONUMENTED       NGS
 FS0534  HISTORY     - 1981     GOOD             NGS
 FS0534
 FS0534                          STATION DESCRIPTION
 FS0534
 FS0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FS0534'7.9 MI SSW FROM KINGMAN.
 FS0534'ABOUT 7.9 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 AND
 FS0534'INTERSTATE 40 FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FS0534'STATION IN KINGMAN.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FS0534'WHICH PROJECTS 1 1/2 INCHES, 96 FEET WEST OF THE WEST RAIL, 1
 FS0534'FOOT NORTH OF A WITNESS SIGN ON RAILROAD TIE FENCE POST AT A
 FS0534'T-JUNCTION IN RAILROAD FENCE LINE.  NOTE-- J 391 WAS REMOVED
 FS0534'FROM THE CATTLE GUARD AT THIS TIME.
 FS0534
 FS0534                          STATION RECOVERY (1981)
 FS0534
 FS0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0534'12.2 KM (7.6 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0534'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, 0.2 KM
 FS0534'(0.1 MI) SOUTHWEST OF MILEPOST 42, 86.9 METERS (285 FT) EAST OF
 FS0534'THE CENTERLINE OF THE EAST LANES, 37.6 METERS (123.4 FT) EAST OF THE
 FS0534'CENTER OF A CATTLE GUARD IN THE FRONTAGE ROAD, 29.6 METERS (97 FT)
 FS0534'WEST OF THE WEST RAIL OF A RAILROAD, 0.5 METER (1.5 FT) SOUTH OF THE
 FS0534'NORTHEAST CORNER OF A WOODEN FENCE.
 FS0534'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FS0534'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0586 ***********************************************************************
 FR0586  DESIGNATION -  J 392
 FR0586  PID         -  FR0586
 FR0586  STATE/COUNTY-  AZ/MOHAVE
 FR0586  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0586
 FR0586                         *CURRENT SURVEY CONTROL
 FR0586  ___________________________________________________________________
 FR0586* NAD 83(1986)-  35 10 18.     (N)    113 31 13.     (W)     SCALED    
 FR0586* NAVD 88     -      1259.581  (meters)    4132.48   (feet)  POSTED    
 FR0586  ___________________________________________________________________
 FR0586  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FR0586  DYNAMIC HT  -        1257.990 (meters)    4127.26  (feet)  COMP
 FR0586  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 FR0586
 FR0586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0586
 FR0586.The horizontal coordinates were scaled from a topographic map and have
 FR0586.an estimated accuracy of +/- 6 seconds.
 FR0586
 FR0586.The orthometric height was determined by differential leveling
 FR0586.and adjusted by the  in 1992.
 FR0586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0586.rate of 0.0 thru 1.0 mm/km.
 FR0586
 FR0586.The geoid height was determined by GEOID03.
 FR0586
 FR0586.The dynamic height is computed by dividing the NAVD 88
 FR0586.geopotential number by the normal gravity value computed on the
 FR0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0586.degrees latitude (g = 980.6199 gals.).
 FR0586
 FR0586.The modeled gravity was interpolated from observed gravity values.
 FR0586
 FR0586;                    North         East    Units  Estimated Accuracy
 FR0586;SPC AZ W     -   462,660.      234,290.      MT  (+/- 180 meters Scaled)
 FR0586
 FR0586                          SUPERSEDED SURVEY CONTROL
 FR0586
 FR0586  NGVD 29 (??/??/92) 1258.728  (m)         4129.68   (f) ADJ UNCH    2 0
 FR0586
 FR0586.Superseded values are not recommended for survey control.
 FR0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0586.See file dsdata.txt to determine how the superseded data were derived.
 FR0586
 FR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD704949(NAD 83)
 FR0586_MARKER: DB = BENCH MARK DISK
 FR0586_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0586_SP_SET: UNSPEC. ROCK
 FR0586_STAMPING: J 392 1962
 FR0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0586
 FR0586  HISTORY     - Date     Condition        Report By
 FR0586  HISTORY     - 1962     MONUMENTED       CGS
 FR0586  HISTORY     - 1968     POOR             USGS
 FR0586
 FR0586                          STATION DESCRIPTION
 FR0586
 FR0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0586'36.45 MI NE FROM KINGMAN.
 FR0586'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0586'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0586'ROAD NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY
 FR0586'ROAD TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 7.35
 FR0586'MILES EAST ALONG THE DIRT ROAD, ABOUT 0.05 MILE NORTHEAST OF A HOUSE,
 FR0586'AND AT A NORTH-SOUTH FENCE LINE, 107 FEET SOUTHEAST OF THE CENTER OF
 FR0586'THE ROAD, 119 FEET SOUTH OF A FENCE CORNER AND A WIRE GATE, 10.5 FEET
 FR0586'NORTH OF THE FENCE, 12.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 10
 FR0586'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A 4 BY 10 FOOT
 FR0586'ROCK WHICH PROJECTS ABOUT 2 FEET.
 FR0586
 FR0586                          STATION RECOVERY (1968)
 FR0586
 FR0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0586'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0587 ***********************************************************************
 FR0587  DESIGNATION -  J 392 RESET
 FR0587  PID         -  FR0587
 FR0587  STATE/COUNTY-  AZ/MOHAVE
 FR0587  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0587
 FR0587                         *CURRENT SURVEY CONTROL
 FR0587  ___________________________________________________________________
 FR0587* NAD 83(1986)-  35 10 44.     (N)    113 31 01.     (W)     SCALED    
 FR0587* NAVD 88     -      1264.78   (+/-2cm)    4149.5    (feet)  VERTCON   
 FR0587  ___________________________________________________________________
 FR0587  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FR0587  VERT ORDER  -  THIRD (See Below)
 FR0587
 FR0587.The horizontal coordinates were scaled from a topographic map and have
 FR0587.an estimated accuracy of +/- 6 seconds.
 FR0587
 FR0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0587.The vertical order pertains to the NGVD 29 superseded value.
 FR0587
 FR0587.The geoid height was determined by GEOID03.
 FR0587
 FR0587;                    North         East    Units  Estimated Accuracy
 FR0587;SPC AZ W     -   463,460.      234,590.      MT  (+/- 180 meters Scaled)
 FR0587
 FR0587                          SUPERSEDED SURVEY CONTROL
 FR0587
 FR0587  NGVD 29 (03/28/06) 1263.90   (m)         4146.6    (f) RESET       3  
 FR0587
 FR0587.Superseded values are not recommended for survey control.
 FR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0587.See file dsdata.txt to determine how the superseded data were derived.
 FR0587
 FR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD708957(NAD 83)
 FR0587_MARKER: DB = BENCH MARK DISK
 FR0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0587_STAMPING: J 392 RESET 1967
 FR0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0587+STABILITY: SURFACE MOTION
 FR0587
 FR0587  HISTORY     - Date     Condition        Report By
 FR0587  HISTORY     - 1967     MONUMENTED       AZDT
 FR0587
 FR0587                          STATION DESCRIPTION
 FR0587
 FR0587'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 FR0587'36.55 MI NE FROM KINGMAN.
 FR0587'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0587'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0587'ROAD NORTH TO HACKBERRY, THENCE 5 MILES NORTH ALONG THE HACKBERRY ROAD
 FR0587'TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 7.35
 FR0587'MILES EAST ALONG A DIRT ROAD, ABOUT 0.6 MILE NORTH-NORTHEAST OF A
 FR0587'RANCH HOUSE, 149.5 FEET NORTH ALONG THE DIRT ROAD FROM A WIRE GATE
 FR0587'CROSSING DIRT ROAD NORTH OF RANCH HOUSE, 48 FEET EAST OF THE CENTER
 FR0587'LINE OF THE DIRT ROAD, 12 FEET EAST OF A WIRE FENCE, 12 FEET EAST OF A
 FR0587'METAL WITNESS POST, 11 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE
 FR0587'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0461 ***********************************************************************
 FR0461  DESIGNATION -  J 393
 FR0461  PID         -  FR0461
 FR0461  STATE/COUNTY-  AZ/YAVAPAI
 FR0461  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0461
 FR0461                         *CURRENT SURVEY CONTROL
 FR0461  ___________________________________________________________________
 FR0461* NAD 83(1986)-  35 16 35.     (N)    113 07 45.     (W)     SCALED    
 FR0461* NAVD 88     -      1666.285  (meters)    5466.80   (feet)  POSTED    
 FR0461  ___________________________________________________________________
 FR0461  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FR0461  DYNAMIC HT  -        1664.060 (meters)    5459.50  (feet)  COMP
 FR0461  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 FR0461
 FR0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0461
 FR0461.The horizontal coordinates were scaled from a topographic map and have
 FR0461.an estimated accuracy of +/- 6 seconds.
 FR0461
 FR0461.The orthometric height was determined by differential leveling
 FR0461.and adjusted by the  in 1992.
 FR0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0461.rate of 0.0 thru 1.0 mm/km.
 FR0461
 FR0461.The geoid height was determined by GEOID03.
 FR0461
 FR0461.The dynamic height is computed by dividing the NAVD 88
 FR0461.geopotential number by the normal gravity value computed on the
 FR0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0461.degrees latitude (g = 980.6199 gals.).
 FR0461
 FR0461.The modeled gravity was interpolated from observed gravity values.
 FR0461
 FR0461;                    North         East    Units  Estimated Accuracy
 FR0461;SPC AZ C     -   474,910.      103,060.      MT  (+/- 180 meters Scaled)
 FR0461
 FR0461                          SUPERSEDED SURVEY CONTROL
 FR0461
 FR0461  NGVD 29 (??/??/92) 1665.360  (m)         5463.77   (f) ADJ UNCH    2 0
 FR0461
 FR0461.Superseded values are not recommended for survey control.
 FR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0461.See file dsdata.txt to determine how the superseded data were derived.
 FR0461
 FR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE063057(NAD 83)
 FR0461_MARKER: DB = BENCH MARK DISK
 FR0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0461_STAMPING: J 393 1962
 FR0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0461+STABILITY: SURFACE MOTION
 FR0461
 FR0461  HISTORY     - Date     Condition        Report By
 FR0461  HISTORY     - 1962     MONUMENTED       CGS
 FR0461
 FR0461                          STATION DESCRIPTION
 FR0461
 FR0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0461'16.3 MI W FROM SELIGMAN.
 FR0461'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0461'ITS STATION AT SELIGMAN, THENCE 13.3 MILES WEST ALONG A GRAVEL ROAD,
 FR0461'ABOUT 0.10 MILE EAST OF THE CROSSING OF A TELEPHONE LINE, 49 FEET
 FR0461'SOUTH OF THE ROAD, 31 FEET WEST OF A TRIANGLE BLAZED TREE, 2.5 FEET
 FR0461'EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 FR0461'ROAD, AND IS SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0234 ***********************************************************************
 FR0234  DESIGNATION -  J 394
 FR0234  PID         -  FR0234
 FR0234  STATE/COUNTY-  AZ/YAVAPAI
 FR0234  USGS QUAD   -  CROOKTON (1973)
 FR0234
 FR0234                         *CURRENT SURVEY CONTROL
 FR0234  ___________________________________________________________________
 FR0234* NAD 83(1986)-  35 15 43.     (N)    112 39 36.     (W)     SCALED    
 FR0234* NAVD 88     -      1637.719  (meters)    5373.08   (feet)  ADJUSTED  
 FR0234  ___________________________________________________________________
 FR0234  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 FR0234  DYNAMIC HT  -        1635.541 (meters)    5365.94  (feet)  COMP
 FR0234  MODELED GRAV-     979,246.7   (mgal)                       NAVD 88
 FR0234
 FR0234  VERT ORDER  -  FIRST     CLASS II
 FR0234
 FR0234.The horizontal coordinates were scaled from a topographic map and have
 FR0234.an estimated accuracy of +/- 6 seconds.
 FR0234
 FR0234.The orthometric height was determined by differential leveling
 FR0234.and adjusted in June 1991.
 FR0234
 FR0234.The geoid height was determined by GEOID03.
 FR0234
 FR0234.The dynamic height is computed by dividing the NAVD 88
 FR0234.geopotential number by the normal gravity value computed on the
 FR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0234.degrees latitude (g = 980.6199 gals.).
 FR0234
 FR0234.The modeled gravity was interpolated from observed gravity values.
 FR0234
 FR0234;                    North         East    Units  Estimated Accuracy
 FR0234;SPC AZ C     -   472,890.      145,730.      MT  (+/- 180 meters Scaled)
 FR0234
 FR0234                          SUPERSEDED SURVEY CONTROL
 FR0234
 FR0234  NGVD 29 (??/??/92) 1636.806  (m)         5370.09   (f) ADJ UNCH    1 2
 FR0234
 FR0234.Superseded values are not recommended for survey control.
 FR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0234.See file dsdata.txt to determine how the superseded data were derived.
 FR0234
 FR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE489033(NAD 83)
 FR0234_MARKER: DB = BENCH MARK DISK
 FR0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0234_STAMPING: J 394 1962
 FR0234_MARK LOGO: CGS   
 FR0234_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0234+STABILITY: SURFACE MOTION
 FR0234
 FR0234  HISTORY     - Date     Condition        Report By
 FR0234  HISTORY     - 1962     MONUMENTED       CGS
 FR0234  HISTORY     - 1973     GOOD             USGS
 FR0234  HISTORY     - 1982     GOOD             NGS
 FR0234
 FR0234                          STATION DESCRIPTION
 FR0234
 FR0234'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0234'11.0 MI W FROM ASH FORK.
 FR0234'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0234'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST TO CROOKTON
 FR0234'OVERPASS, THENCE 5.2 MILES NORTHWEST ON OLD US HWY. 66.  62 FEET EAST
 FR0234'OF TELEPHONE POLE NO. 2, 2 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A
 FR0234'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 FR0234'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FR0234
 FR0234                          STATION RECOVERY (1982)
 FR0234
 FR0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0234'21.6 KM (13.4 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON,
 FR0234'TOPEKA, AND SANTA FE RAILROAD STATION IN SELIGMAN, 29.8 METERS (98 FT)
 FR0234'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.6 METER (2 FT) NORTH OF A
 FR0234'FENCE.
 FR0234'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 FR0234'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0460 ***********************************************************************
 DV0460  DESIGNATION -  J 395
 DV0460  PID         -  DV0460
 DV0460  STATE/COUNTY-  AZ/MARICOPA
 DV0460  USGS QUAD   -  FOWLER (1982)
 DV0460
 DV0460                         *CURRENT SURVEY CONTROL
 DV0460  ___________________________________________________________________
 DV0460* NAD 83(1986)-  33 25 22.     (N)    112 12 14.     (W)     SCALED    
 DV0460* NAVD 88     -       310.19   (+/-2cm)    1017.7    (feet)  VERTCON   
 DV0460  ___________________________________________________________________
 DV0460  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0460
 DV0460.The horizontal coordinates were scaled from a topographic map and have
 DV0460.an estimated accuracy of +/- 6 seconds.
 DV0460
 DV0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0460.The vertical order pertains to the NGVD 29 superseded value.
 DV0460
 DV0460.The geoid height was determined by GEOID03.
 DV0460
 DV0460;                    North         East    Units  Estimated Accuracy
 DV0460;SPC AZ C     -   268,670.      186,650.      MT  (+/- 180 meters Scaled)
 DV0460
 DV0460                          SUPERSEDED SURVEY CONTROL
 DV0460
 DV0460  NGVD 29 (??/??/92)  309.554  (m)         1015.60   (f) ADJ UNCH    2 0
 DV0460
 DV0460.Superseded values are not recommended for survey control.
 DV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0460.See file dsdata.txt to determine how the superseded data were derived.
 DV0460
 DV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB880988(NAD 83)
 DV0460_MARKER: DB = BENCH MARK DISK
 DV0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0460_STAMPING: J 395 1962
 DV0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0460+STABILITY: SURFACE MOTION
 DV0460
 DV0460  HISTORY     - Date     Condition        Report By
 DV0460  HISTORY     - 1962     MONUMENTED       CGS
 DV0460  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0460  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV0460
 DV0460                          STATION DESCRIPTION
 DV0460
 DV0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0460'8.7 MI SW FROM PHOENIX.
 DV0460'7.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 DV0460'STATION AT PHOENIX, THENCE 1.5 MILES SOUTH ALONG 67TH AVENUE TO THE
 DV0460'JUNCTION OF LOWER BUCKEYE.  THE MARK IS A STANDARD DISK SET IN TOP OF
 DV0460'A CONCRETE POST PROJECTING 4 INCHES, 3.3 FT. SOUTH OF A STEEL WITNESS
 DV0460'POST, 28.5 FT. WEST OF THE CENTER OF 67TH AVENUE, 83.5 FT. NORTH OF
 DV0460'THE CENTER OF LOWER BUCKEYE, 1.5 FT. EAST OF A FENCELINE, 8.8 FT. WEST
 DV0460'OF A TELEPHONE POLE, 1.0 FT. ABOVE THE ELEVATION OF THE AVENUE.
 DV0460
 DV0460                          STATION RECOVERY (1992)
 DV0460
 DV0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0460'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0460'ASSUMED DESTROYED.
 DV0460
 DV0460                          STATION RECOVERY (2008)
 DV0460
 DV0460'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1120 ***********************************************************************
 DV1120  DESIGNATION -  J 396 18
 DV1120  PID         -  DV1120
 DV1120  STATE/COUNTY-  AZ/LA PAZ
 DV1120  USGS QUAD   -  HOPE SW (1990)
 DV1120
 DV1120                         *CURRENT SURVEY CONTROL
 DV1120  ___________________________________________________________________
 DV1120* NAD 83(1986)-  33 37 26.     (N)    113 42 58.     (W)     SCALED    
 DV1120* NAVD 88     -       372.55   (+/-2cm)    1222.3    (feet)  VERTCON   
 DV1120  ___________________________________________________________________
 DV1120  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DV1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1120
 DV1120.The horizontal coordinates were scaled from a topographic map and have
 DV1120.an estimated accuracy of +/- 6 seconds.
 DV1120
 DV1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1120.The vertical order pertains to the NGVD 29 superseded value.
 DV1120
 DV1120.The geoid height was determined by GEOID03.
 DV1120
 DV1120;                    North         East    Units  Estimated Accuracy
 DV1120;SPC AZ W     -   290,950.      216,500.      MT  (+/- 180 meters Scaled)
 DV1120
 DV1120                          SUPERSEDED SURVEY CONTROL
 DV1120
 DV1120  NGVD 29 (??/??/92)  371.877  (m)         1220.07   (f) ADJ UNCH    2 0
 DV1120
 DV1120.Superseded values are not recommended for survey control.
 DV1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1120.See file dsdata.txt to determine how the superseded data were derived.
 DV1120
 DV1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC480237(NAD 83)
 DV1120_MARKER: DB = BENCH MARK DISK
 DV1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1120_STAMPING: J 396 18 1962
 DV1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1120+STABILITY: SURFACE MOTION
 DV1120
 DV1120  HISTORY     - Date     Condition        Report By
 DV1120  HISTORY     - 1962     MONUMENTED       CGS
 DV1120  HISTORY     - 19870206 MARK NOT FOUND   USGS
 DV1120
 DV1120                          STATION DESCRIPTION
 DV1120
 DV1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1120'12.7 MI SW FROM HOPE.
 DV1120'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1120'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1120'3.0 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1120'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.5 FEET NORTHWEST
 DV1120'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1120'3 INCHES.
 DV1120
 DV1120                          STATION RECOVERY (1987)
 DV1120
 DV1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0298 ***********************************************************************
 CG0298  DESIGNATION -  J 399
 CG0298  PID         -  CG0298
 CG0298  STATE/COUNTY-  AZ/PIMA
 CG0298  USGS QUAD   -  GREEN VALLEY (1981)
 CG0298
 CG0298                         *CURRENT SURVEY CONTROL
 CG0298  ___________________________________________________________________
 CG0298* NAD 83(1986)-  31 50 33.     (N)    110 57 45.     (W)     SCALED    
 CG0298* NAVD 88     -       906.57   (+/-2cm)    2974.3    (feet)  VERTCON   
 CG0298  ___________________________________________________________________
 CG0298  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0298
 CG0298.The horizontal coordinates were scaled from a topographic map and have
 CG0298.an estimated accuracy of +/- 6 seconds.
 CG0298
 CG0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0298.The vertical order pertains to the NGVD 29 superseded value.
 CG0298
 CG0298.The geoid height was determined by GEOID03.
 CG0298
 CG0298;                    North         East    Units  Estimated Accuracy
 CG0298;SPC AZ C     -    93,800.      303,670.      MT  (+/- 180 meters Scaled)
 CG0298
 CG0298                          SUPERSEDED SURVEY CONTROL
 CG0298
 CG0298  NGVD 29 (??/??/92)  905.821  (m)         2971.85   (f) ADJ UNCH    2 0
 CG0298
 CG0298.Superseded values are not recommended for survey control.
 CG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0298.See file dsdata.txt to determine how the superseded data were derived.
 CG0298
 CG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA035229(NAD 83)
 CG0298_MARKER: DB = BENCH MARK DISK
 CG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0298_STAMPING: J 399 1962
 CG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0298+STABILITY: SURFACE MOTION
 CG0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0298+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0298
 CG0298  HISTORY     - Date     Condition        Report By
 CG0298  HISTORY     - 1962     MONUMENTED       CGS
 CG0298  HISTORY     - 20060316 GOOD             USPSQD
 CG0298
 CG0298                          STATION DESCRIPTION
 CG0298
 CG0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0298'0.95 MI SE FROM CONTINENTAL.
 CG0298'0.95 MILE SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, 81 FEET
 CG0298'SOUTH-SOUTHEAST OF CENTERLINE OF PAVED ROAD, 3 FEET EAST-SOUTHEAST OF
 CG0298'METAL WITNESS POST, AND 2 FEET NORTH-NORTHEAST OF A FENCE.  MARK IS
 CG0298'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH PROJECTS 6 INCHES
 CG0298'ABOVE THE GROUND.
 CG0298
 CG0298                          STATION RECOVERY (2006)
 CG0298
 CG0298'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0021 ***********************************************************************
 ES0021  DESIGNATION -  J 4
 ES0021  PID         -  ES0021
 ES0021  STATE/COUNTY-  AZ/NAVAJO
 ES0021  USGS QUAD   -  SUN VALLEY (1986)
 ES0021
 ES0021                         *CURRENT SURVEY CONTROL
 ES0021  ___________________________________________________________________
 ES0021* NAD 83(1986)-  34 54 21.     (N)    110 06 34.     (W)     SCALED    
 ES0021* NAVD 88     -      1557.071  (meters)    5108.49   (feet)  ADJUSTED  
 ES0021  ___________________________________________________________________
 ES0021  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0021  DYNAMIC HT  -        1554.923 (meters)    5101.44  (feet)  COMP
 ES0021  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 ES0021
 ES0021  VERT ORDER  -  FIRST     CLASS II
 ES0021
 ES0021.The horizontal coordinates were scaled from a topographic map and have
 ES0021.an estimated accuracy of +/- 6 seconds.
 ES0021
 ES0021.The orthometric height was determined by differential leveling
 ES0021.and adjusted in June 1991.
 ES0021
 ES0021.The geoid height was determined by GEOID03.
 ES0021
 ES0021.The dynamic height is computed by dividing the NAVD 88
 ES0021.geopotential number by the normal gravity value computed on the
 ES0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0021.degrees latitude (g = 980.6199 gals.).
 ES0021
 ES0021.The modeled gravity was interpolated from observed gravity values.
 ES0021
 ES0021;                    North         East    Units  Estimated Accuracy
 ES0021;SPC AZ E     -   433,130.      218,590.      MT  (+/- 180 meters Scaled)
 ES0021
 ES0021                          SUPERSEDED SURVEY CONTROL
 ES0021
 ES0021  NGVD 29 (??/??/92) 1556.227  (m)         5105.72   (f) ADJ UNCH    1 2
 ES0021
 ES0021.Superseded values are not recommended for survey control.
 ES0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0021.See file dsdata.txt to determine how the superseded data were derived.
 ES0021
 ES0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD813629(NAD 83)
 ES0021_MARKER: DB = BENCH MARK DISK
 ES0021_SETTING: 66 = SET IN ROCK OUTCROP
 ES0021_SP_SET: ROCK OUTCROP
 ES0021_STAMPING: 5105.721
 ES0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0021+STABILITY: POSITION/ELEVATION WELL
 ES0021
 ES0021  HISTORY     - Date     Condition        Report By
 ES0021  HISTORY     - UNK      MONUMENTED       CGS
 ES0021  HISTORY     - 1955     MARK NOT FOUND   NGS
 ES0021
 ES0021                          STATION DESCRIPTION
 ES0021
 ES0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ES0021'3.0 MI E FROM HOLBROOK.
 ES0021'3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 ES0021'STATION AT HOLBROOK, NAVAJO COUNTY, 130 FEET SOUTH OF MILEPOST 250,
 ES0021'OPPOSITE THE WEST END OF A RAIL RACK, 8.3 FEET NORTHWEST OF THE RIGHT
 ES0021'OF WAY FENCE, 26.7 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 ES0021'IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.  A STANDARD DISK,
 ES0021'STAMPED 5105.721.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0249 ***********************************************************************
 CY0249  DESIGNATION -  J 40
 CY0249  PID         -  CY0249
 CY0249  STATE/COUNTY-  AZ/GREENLEE
 CY0249  USGS QUAD   -  GUTHRIE (1986)
 CY0249
 CY0249                         *CURRENT SURVEY CONTROL
 CY0249  ___________________________________________________________________
 CY0249* NAD 83(1986)-  32 55 18.     (N)    109 19 59.     (W)     SCALED    
 CY0249* NAVD 88     -      1376.286  (meters)    4515.36   (feet)  ADJUSTED  
 CY0249  ___________________________________________________________________
 CY0249  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CY0249  DYNAMIC HT  -        1374.244 (meters)    4508.67  (feet)  COMP
 CY0249  MODELED GRAV-     979,106.1   (mgal)                       NAVD 88
 CY0249
 CY0249  VERT ORDER  -  SECOND    CLASS 0
 CY0249
 CY0249.The horizontal coordinates were scaled from a topographic map and have
 CY0249.an estimated accuracy of +/- 6 seconds.
 CY0249
 CY0249.The orthometric height was determined by differential leveling
 CY0249.and adjusted in June 1991.
 CY0249
 CY0249.The geoid height was determined by GEOID03.
 CY0249
 CY0249.The dynamic height is computed by dividing the NAVD 88
 CY0249.geopotential number by the normal gravity value computed on the
 CY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0249.degrees latitude (g = 980.6199 gals.).
 CY0249
 CY0249.The modeled gravity was interpolated from observed gravity values.
 CY0249
 CY0249;                    North         East    Units  Estimated Accuracy
 CY0249;SPC AZ E     -   213,370.      291,330.      MT  (+/- 180 meters Scaled)
 CY0249
 CY0249                          SUPERSEDED SURVEY CONTROL
 CY0249
 CY0249  NGVD 29 (??/??/92) 1375.528  (m)         4512.88   (f) ADJ UNCH    2 0
 CY0249
 CY0249.Superseded values are not recommended for survey control.
 CY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0249.See file dsdata.txt to determine how the superseded data were derived.
 CY0249
 CY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB558438(NAD 83)
 CY0249_MARKER: DB = BENCH MARK DISK
 CY0249_SETTING: 80 = SET IN A BOULDER
 CY0249_SP_SET: BOULDER
 CY0249_STAMPING: J 40 1934
 CY0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0249+STABILITY: SURFACE MOTION
 CY0249
 CY0249  HISTORY     - Date     Condition        Report By
 CY0249  HISTORY     - 1934     MONUMENTED       CGS
 CY0249
 CY0249                          STATION DESCRIPTION
 CY0249
 CY0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0249'16.1 MI SW FROM CLIFTON.
 CY0249'16.1 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, ABOUT
 CY0249'500 FT. EAST OF OF ROCKY HILL AND WASH, 400 FT. SOUTH EAST OF STOCK
 CY0249'CORRAL AND SMALL CABIN, AND 27 FT. WEST OF CENTER LINE OF HWY. IN
 CY0249'MALPYE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0007 ***********************************************************************
 GP0007  DESIGNATION -  J 401
 GP0007  PID         -  GP0007
 GP0007  STATE/COUNTY-  AZ/NAVAJO
 GP0007  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0007
 GP0007                         *CURRENT SURVEY CONTROL
 GP0007  ___________________________________________________________________
 GP0007* NAD 83(1986)-  36 56 23.     (N)    110 12 59.     (W)     SCALED    
 GP0007* NAVD 88     -      1618.717  (meters)    5310.74   (feet)  ADJUSTED  
 GP0007  ___________________________________________________________________
 GP0007  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GP0007  DYNAMIC HT  -        1616.851 (meters)    5304.62  (feet)  COMP
 GP0007  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 GP0007
 GP0007  VERT ORDER  -  FIRST     CLASS II
 GP0007
 GP0007.The horizontal coordinates were scaled from a topographic map and have
 GP0007.an estimated accuracy of +/- 6 seconds.
 GP0007
 GP0007.The orthometric height was determined by differential leveling
 GP0007.and adjusted in June 1991.
 GP0007
 GP0007.The geoid height was determined by GEOID03.
 GP0007
 GP0007.The dynamic height is computed by dividing the NAVD 88
 GP0007.geopotential number by the normal gravity value computed on the
 GP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0007.degrees latitude (g = 980.6199 gals.).
 GP0007
 GP0007.The modeled gravity was interpolated from observed gravity values.
 GP0007
 GP0007;                    North         East    Units  Estimated Accuracy
 GP0007;SPC AZ E     -   658,780.      208,930.      MT  (+/- 180 meters Scaled)
 GP0007
 GP0007                          SUPERSEDED SURVEY CONTROL
 GP0007
 GP0007  NGVD 29 (??/??/92) 1617.817  (m)         5307.79   (f) ADJ UNCH    1 2
 GP0007
 GP0007.Superseded values are not recommended for survey control.
 GP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0007.See file dsdata.txt to determine how the superseded data were derived.
 GP0007
 GP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF697884(NAD 83)
 GP0007_MARKER: DB = BENCH MARK DISK
 GP0007_SETTING: 66 = SET IN ROCK OUTCROP
 GP0007_SP_SET: ROCK OUTCROP
 GP0007_STAMPING: J 401 1962
 GP0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0007+STABILITY: POSITION/ELEVATION WELL
 GP0007
 GP0007  HISTORY     - Date     Condition        Report By
 GP0007  HISTORY     - 1962     MONUMENTED       CGS
 GP0007  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0007  HISTORY     - 19851216 MARK NOT FOUND   USGS
 GP0007
 GP0007                          STATION DESCRIPTION
 GP0007
 GP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0007'7.35 MI S FROM GOULDING TR POST, UT.
 GP0007'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0007'UTAH.  THENCE 5.4 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0007'STATE HIGHWAY 64, ABOUT 0.1 MILE WEST OF HIGHWAY 64, 163 FEET EAST OF
 GP0007'THE CENTERLINE OF AN ABANDONED ROAD, 13.5 FEET SOUTH OF A METAL
 GP0007'WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE ABANDONED ROAD, AND
 GP0007'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 15 FEET ABOVE
 GP0007'THE GROUND.  THE MARK IS SET ABOUT 18 INCHES ABOVE THE LEVEL OF THE
 GP0007'GROUND.
 GP0007
 GP0007                          STATION RECOVERY (1983)
 GP0007
 GP0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0007'MARK NOT FOUND.
 GP0007
 GP0007                          STATION RECOVERY (1985)
 GP0007
 GP0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1266 ***********************************************************************
 DU1266  DESIGNATION -  J 403
 DU1266  PID         -  DU1266
 DU1266  STATE/COUNTY-  AZ/GILA
 DU1266  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DU1266
 DU1266                         *CURRENT SURVEY CONTROL
 DU1266  ___________________________________________________________________
 DU1266* NAD 83(1986)-  33 30 18.     (N)    110 51 52.     (W)     SCALED    
 DU1266* NAVD 88     -       924.705  (meters)    3033.80   (feet)  ADJUSTED  
 DU1266  ___________________________________________________________________
 DU1266  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1266  DYNAMIC HT  -         923.480 (meters)    3029.78  (feet)  COMP
 DU1266  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 DU1266
 DU1266  VERT ORDER  -  FIRST     CLASS II
 DU1266
 DU1266.The horizontal coordinates were scaled from a topographic map and have
 DU1266.an estimated accuracy of +/- 6 seconds.
 DU1266
 DU1266.The orthometric height was determined by differential leveling
 DU1266.and adjusted in June 1991.
 DU1266
 DU1266.The geoid height was determined by GEOID03.
 DU1266
 DU1266.The dynamic height is computed by dividing the NAVD 88
 DU1266.geopotential number by the normal gravity value computed on the
 DU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1266.degrees latitude (g = 980.6199 gals.).
 DU1266
 DU1266.The modeled gravity was interpolated from observed gravity values.
 DU1266
 DU1266;                    North         East    Units  Estimated Accuracy
 DU1266;SPC AZ E     -   277,970.      148,530.      MT  (+/- 180 meters Scaled)
 DU1266
 DU1266                          SUPERSEDED SURVEY CONTROL
 DU1266
 DU1266.No superseded survey control is available for this station.
 DU1266
 DU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC125072(NAD 83)
 DU1266_MARKER: DB = BENCH MARK DISK
 DU1266_SETTING: 66 = SET IN ROCK OUTCROP
 DU1266_SP_SET: ROCK OUTCROP
 DU1266_STAMPING: J 403 1979
 DU1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1266+STABILITY: POSITION/ELEVATION WELL
 DU1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1266+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2006
 DU1266
 DU1266  HISTORY     - Date     Condition        Report By
 DU1266  HISTORY     - 1979     MONUMENTED       NGS
 DU1266  HISTORY     - 20061029 GOOD             GEOCAC
 DU1266
 DU1266                          STATION DESCRIPTION
 DU1266
 DU1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1266'11.4 MI NW FROM GLOBE.
 DU1266'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1266'COURTHOUSE IN GLOBE, THENCE 6.85 MILES NORTH ALONG STATE HIGHWAY
 DU1266'88 (APACHE TRAIL), SET VERTICALLY IN THE EAST FACE OF A ROCK
 DU1266'CUT, 18.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1266'THE MARK IS 3 FT  NNE FROM A WITNESS POST.
 DU1266'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1266
 DU1266                          STATION RECOVERY (2006)
 DU1266
 DU1266'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1266'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS SET HORIZONTALLY, NOT
 DU1266'VERTICALLY AS DESCRIBED. THE ROADS HAVE CHANGED, AND A NEW TO REACH
 DU1266'FOLLOWS.
 DU1266' 
 DU1266'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1266'COURTHOUSE IN GLOBE, THENCE 4.17 MILES NORTH ALONG STATE HIGHWAY 88
 DU1266'(APACHE TRAIL),TO THE TURN-OFF TO THE OLD HIGHWAY. TURN RIGHT ONTO THE
 DU1266'OLD HIGHWAY AND GO NORTH FOR APPROXIMATELY 3.00 MILES TO THE MARK ON
 DU1266'THE LEFT AT A SHARP BEND.
 DU1266'SET HORIZONTALLY IN THE EAST FACE OF A ROCK CUT, 18.0 FEET WEST OF THE
 DU1266'CENTERLINE OF THE HIGHWAY. THE MARK IS 3 FT NNE FROM A WITNESS POST.
 DU1266'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1288 ***********************************************************************
 DU1288  DESIGNATION -  J 404
 DU1288  PID         -  DU1288
 DU1288  STATE/COUNTY-  AZ/GILA
 DU1288  USGS QUAD   -  WINDY HILL (1978)
 DU1288
 DU1288                         *CURRENT SURVEY CONTROL
 DU1288  ___________________________________________________________________
 DU1288* NAD 83(2007)-  33 38 34.48409(N)    111 05 09.92874(W)     ADJUSTED  
 DU1288* NAVD 88     -       719.242  (meters)    2359.71   (feet)  ADJUSTED  
 DU1288  ___________________________________________________________________
 DU1288  EPOCH DATE  -        2007.00
 DU1288  X           -  -1,912,495.794 (meters)                     COMP
 DU1288  Y           -  -4,959,933.292 (meters)                     COMP
 DU1288  Z           -   3,513,924.340 (meters)                     COMP
 DU1288  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DU1288  ELLIP HEIGHT-         691.314 (meters)          (02/10/07) ADJUSTED
 DU1288  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DU1288  DYNAMIC HT  -         718.311 (meters)    2356.66  (feet)  COMP
 DU1288
 DU1288  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1288  Type    PID    Designation                      North   East  Ellip
 DU1288  -------------------------------------------------------------------
 DU1288  NETWORK DU1288 J 404                             0.80   0.67   1.86
 DU1288  -------------------------------------------------------------------
 DU1288  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 DU1288
 DU1288  VERT ORDER  -  FIRST     CLASS II
 DU1288
 DU1288.The horizontal coordinates were established by GPS observations
 DU1288.and adjusted by the National Geodetic Survey in February 2007.
 DU1288
 DU1288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1288.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1288.The horizontal coordinates are valid at the epoch date displayed above.
 DU1288.The epoch date for horizontal control is a decimal equivalence
 DU1288.of Year/Month/Day.
 DU1288
 DU1288.The orthometric height was determined by differential leveling
 DU1288.and adjusted in June 1991.
 DU1288
 DU1288.Photographs are available for this station.
 DU1288
 DU1288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1288
 DU1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1288
 DU1288.The ellipsoidal height was determined by GPS observations
 DU1288.and is referenced to NAD 83.
 DU1288
 DU1288.The geoid height was determined by GEOID03.
 DU1288
 DU1288.The dynamic height is computed by dividing the NAVD 88
 DU1288.geopotential number by the normal gravity value computed on the
 DU1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1288.degrees latitude (g = 980.6199 gals.).
 DU1288
 DU1288.The modeled gravity was interpolated from observed gravity values.
 DU1288
 DU1288;                    North         East     Units Scale Factor Converg.
 DU1288;SPC AZ E     -   293,429.069   128,072.483   MT  0.99998965   -0 30 33.9
 DU1288;SPC AZ E     -   962,693.80    420,185.31   iFT  0.99998965   -0 30 33.9
 DU1288;UTM  12      - 3,722,567.268   492,016.540   MT  0.99960079   -0 02 51.7
 DU1288
 DU1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1288!SPC AZ E     -   0.99989148  x   0.99998965  =   0.99988113
 DU1288!UTM  12      -   0.99989148  x   0.99960079  =   0.99949232
 DU1288
 DU1288                          SUPERSEDED SURVEY CONTROL
 DU1288
 DU1288  NAD 83(1992)-  33 38 34.48375(N)    111 05 09.92824(W) AD(       ) A
 DU1288  ELLIP H (03/01/04)  691.329  (m)                       GP(       ) 4 1
 DU1288  NAVD 88 (03/01/04)  719.24   (m)         2359.7    (f) LEVELING    3  
 DU1288
 DU1288.Superseded values are not recommended for survey control.
 DU1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1288.See file dsdata.txt to determine how the superseded data were derived.
 DU1288
 DU1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9201722567(NAD 83)
 DU1288_MARKER: DB = BENCH MARK DISK
 DU1288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1288_SP_SET: STAINLESS STEEL ROD
 DU1288_STAMPING: J 404 1979
 DU1288_PROJECTION: FLUSH
 DU1288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1288+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1288_ROD/PIPE-DEPTH: 7.01 meters
 DU1288
 DU1288  HISTORY     - Date     Condition        Report By
 DU1288  HISTORY     - 1979     MONUMENTED       NGS
 DU1288  HISTORY     - 19980701 GOOD             AZDT
 DU1288  HISTORY     - 20030814 GOOD             AZ-007
 DU1288  HISTORY     - 20040328 GOOD             USPSQD
 DU1288  HISTORY     - 20050529 GOOD             USPSQD
 DU1288  HISTORY     - 20070506 GOOD             GEOCAC
 DU1288
 DU1288                          STATION DESCRIPTION
 DU1288
 DU1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1288'3.4 MI SE FROM ROOSEVELT.
 DU1288'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM THE
 DU1288'POST OFFICE IN ROOSEVELT, 99 FEET NORTH-NORTHEAST OF
 DU1288'THE CENTERLINE OF THE HIGHWAY AND 1.9 FEET SOUTH-SOUTHWEST OF A
 DU1288'FENCE.  NOTE=REFUSAL WAS REACHED AT 23 FEET.  ACCESS TO THE DISK IS
 DU1288'THROUGH A 4-INCH SCREW PLUG.
 DU1288'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1288
 DU1288                          STATION RECOVERY (1998)
 DU1288
 DU1288'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1288'RECOVERED AS DESCRIBED.
 DU1288
 DU1288                          STATION RECOVERY (2003)
 DU1288
 DU1288'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU1288'STATION RECOVERY (2003)
 DU1288' 
 DU1288'RECOVERY NOTE BY GILA COUNTY SURVEYORS.MARK RECOVERED IN GOOD
 DU1288'CONDITION.
 DU1288' 
 DU1288'
 DU1288
 DU1288                          STATION RECOVERY (2004)
 DU1288
 DU1288'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1288'RECOVERED AS DESCRIBED.
 DU1288
 DU1288                          STATION RECOVERY (2005)
 DU1288
 DU1288'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1288'RECOVERED AS DESCRIBED.
 DU1288
 DU1288                          STATION RECOVERY (2007)
 DU1288
 DU1288'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0210 ***********************************************************************
 GP0210  DESIGNATION -  J 404
 GP0210  PID         -  GP0210
 GP0210  STATE/COUNTY-  AZ/COCONINO
 GP0210  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0210
 GP0210                         *CURRENT SURVEY CONTROL
 GP0210  ___________________________________________________________________
 GP0210* NAD 83(1986)-  36 42 49.     (N)    111 39 17.     (W)     SCALED    
 GP0210* NAVD 88     -      1339.720  (meters)    4395.40   (feet)  POSTED    
 GP0210  ___________________________________________________________________
 GP0210  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0210  DYNAMIC HT  -        1338.140 (meters)    4390.21  (feet)  COMP
 GP0210  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 GP0210
 GP0210  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0210
 GP0210.The horizontal coordinates were scaled from a topographic map and have
 GP0210.an estimated accuracy of +/- 6 seconds.
 GP0210
 GP0210.The orthometric height was determined by differential leveling
 GP0210.and adjusted by the  in 1992.
 GP0210.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0210.rate of 1.1 thru 2.0 mm/km.
 GP0210
 GP0210.The geoid height was determined by GEOID03.
 GP0210
 GP0210.The dynamic height is computed by dividing the NAVD 88
 GP0210.geopotential number by the normal gravity value computed on the
 GP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0210.degrees latitude (g = 980.6199 gals.).
 GP0210
 GP0210.The modeled gravity was interpolated from observed gravity values.
 GP0210
 GP0210;                    North         East    Units  Estimated Accuracy
 GP0210;SPC AZ C     -   633,720.      236,760.      MT  (+/- 180 meters Scaled)
 GP0210
 GP0210                          SUPERSEDED SURVEY CONTROL
 GP0210
 GP0210  NGVD 29 (??/??/92) 1338.792  (m)         4392.35   (f) ADJ UNCH    1 2
 GP0210
 GP0210.Superseded values are not recommended for survey control.
 GP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0210.See file dsdata.txt to determine how the superseded data were derived.
 GP0210
 GP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF415633(NAD 83)
 GP0210_MARKER: DB = BENCH MARK DISK
 GP0210_SETTING: 66 = SET IN ROCK OUTCROP
 GP0210_SP_SET: ROCK OUTCROP
 GP0210_STAMPING: J 404 1962
 GP0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0210+STABILITY: POSITION/ELEVATION WELL
 GP0210
 GP0210  HISTORY     - Date     Condition        Report By
 GP0210  HISTORY     - 1962     MONUMENTED       CGS
 GP0210  HISTORY     - 1978     GOOD             USGS
 GP0210
 GP0210                          STATION DESCRIPTION
 GP0210
 GP0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0210'5.55 MI N FROM BITTER SPRINGS.
 GP0210'ABOUT 5.55 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON
 GP0210'SERVICE STATION AT BITTER SPRINGS, 0.7 MILE SOUTHWEST OF A CONCRETE
 GP0210'HIGHWAY BRIDGE, 0.35 MILE SOUTHWEST OF HIGHWAY MILEPOST NUMBER 530, AT
 GP0210'THE NORTHWEST RIM OF JACKASS CREEK, 66 FEET SOUTHEAST OF THE
 GP0210'CENTERLINE OF THE HIGHWAY, 7.0 FEET SOUTH OF A ROCK CAIRN WHICH IS
 GP0210'PAINTED WHITE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 GP0210'THE TOP OF A ROCK OUTCROP.
 GP0210
 GP0210                          STATION RECOVERY (1978)
 GP0210
 GP0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0210'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0210'SPRINGS, 5.75 MILES N. OF ALONG ALT 89. CHEVRON SERVICE STATION HAS
 GP0210'BEEN REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1191 ***********************************************************************
 DU1191  DESIGNATION -  J 405
 DU1191  PID         -  DU1191
 DU1191  STATE/COUNTY-  AZ/GILA
 DU1191  USGS QUAD   -  CHROME BUTTE (1966)
 DU1191
 DU1191                         *CURRENT SURVEY CONTROL
 DU1191  ___________________________________________________________________
 DU1191* NAD 83(1986)-  33 36 26.     (N)    110 37 44.     (W)     SCALED    
 DU1191* NAVD 88     -      1371.749  (meters)    4500.48   (feet)  ADJUSTED  
 DU1191  ___________________________________________________________________
 DU1191  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DU1191  DYNAMIC HT  -        1369.831 (meters)    4494.19  (feet)  COMP
 DU1191  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 DU1191
 DU1191  VERT ORDER  -  FIRST     CLASS II
 DU1191
 DU1191.The horizontal coordinates were scaled from a topographic map and have
 DU1191.an estimated accuracy of +/- 6 seconds.
 DU1191
 DU1191.The orthometric height was determined by differential leveling
 DU1191.and adjusted in June 1991.
 DU1191
 DU1191.The geoid height was determined by GEOID03.
 DU1191
 DU1191.The dynamic height is computed by dividing the NAVD 88
 DU1191.geopotential number by the normal gravity value computed on the
 DU1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1191.degrees latitude (g = 980.6199 gals.).
 DU1191
 DU1191.The modeled gravity was interpolated from observed gravity values.
 DU1191
 DU1191;                    North         East    Units  Estimated Accuracy
 DU1191;SPC AZ E     -   289,190.      170,470.      MT  (+/- 180 meters Scaled)
 DU1191
 DU1191                          SUPERSEDED SURVEY CONTROL
 DU1191
 DU1191.No superseded survey control is available for this station.
 DU1191
 DU1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC344186(NAD 83)
 DU1191_MARKER: DB = BENCH MARK DISK
 DU1191_SETTING: 66 = SET IN ROCK OUTCROP
 DU1191_SP_SET: ROCK OUTCROP
 DU1191_STAMPING: J 405 1979
 DU1191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1191+STABILITY: POSITION/ELEVATION WELL
 DU1191
 DU1191  HISTORY     - Date     Condition        Report By
 DU1191  HISTORY     - 1979     MONUMENTED       NGS
 DU1191
 DU1191                          STATION DESCRIPTION
 DU1191
 DU1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1191'18.8 MI NE FROM GOBE.
 DU1191'18.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1191'COURTHOUSE IN GLOBE, 34.4 FEET NORTHEAST OF THE CENTERLINE OF THE
 DU1191'HIGHWAY AND 5.3 FEET EAST OF THE EAST SUPPORT LEG OF A STATE
 DU1191'HIGHWAY SIGN (NO PASSING ZONE).
 DU1191'THE MARK IS 3.7 FT  NE FROM A WITNESS POST.
 DU1191'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1224 ***********************************************************************
 DU1224  DESIGNATION -  J 407
 DU1224  PID         -  DU1224
 DU1224  STATE/COUNTY-  AZ/GILA
 DU1224  USGS QUAD   -  CARRIZO (1978)
 DU1224
 DU1224                         *CURRENT SURVEY CONTROL
 DU1224  ___________________________________________________________________
 DU1224* NAD 83(1986)-  33 55 52.     (N)    110 20 56.     (W)     SCALED    
 DU1224* NAVD 88     -      1729.576  (meters)    5674.45   (feet)  ADJUSTED  
 DU1224  ___________________________________________________________________
 DU1224  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DU1224  DYNAMIC HT  -        1727.102 (meters)    5666.33  (feet)  COMP
 DU1224  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 DU1224
 DU1224  VERT ORDER  -  FIRST     CLASS II
 DU1224
 DU1224.The horizontal coordinates were scaled from a topographic map and have
 DU1224.an estimated accuracy of +/- 6 seconds.
 DU1224
 DU1224.The orthometric height was determined by differential leveling
 DU1224.and adjusted in June 1991.
 DU1224
 DU1224.The geoid height was determined by GEOID03.
 DU1224
 DU1224.The dynamic height is computed by dividing the NAVD 88
 DU1224.geopotential number by the normal gravity value computed on the
 DU1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1224.degrees latitude (g = 980.6199 gals.).
 DU1224
 DU1224.The modeled gravity was interpolated from observed gravity values.
 DU1224
 DU1224;                    North         East    Units  Estimated Accuracy
 DU1224;SPC AZ E     -   325,030.      196,510.      MT  (+/- 180 meters Scaled)
 DU1224
 DU1224                          SUPERSEDED SURVEY CONTROL
 DU1224
 DU1224.No superseded survey control is available for this station.
 DU1224
 DU1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC601547(NAD 83)
 DU1224_MARKER: DB = BENCH MARK DISK
 DU1224_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1224+WITH SETTING: INFORMATION.
 DU1224_SP_SET: SHALLOW SET METAL ROD
 DU1224_STAMPING: J 407 1979
 DU1224_PROJECTION: FLUSH
 DU1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1224_ROD/PIPE-DEPTH: 1.22 meters
 DU1224
 DU1224  HISTORY     - Date     Condition        Report By
 DU1224  HISTORY     - 1979     MONUMENTED       NGS
 DU1224
 DU1224                          STATION DESCRIPTION
 DU1224
 DU1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1224'53.3 MI NE FROM GLOBE.
 DU1224'15.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1224'IN THE SALT RIVER CANYON, 32.9 FEET EAST OF THE CENTERLINE OF THE
 DU1224'HIGHWAY AND 11.7 FEET NORTHEAST OF A DIRT ROAD LEADING NORTHEAST.
 DU1224'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE
 DU1224'GILA COUNTY COURTHOUSE IN GLOBE.  REFUSAL WAS REACHED AT 4 FEET.
 DU1224'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1224'THE MARK IS 2.3 FT  N FROM A WITNESS POST.
 DU1224'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0455 ***********************************************************************
 DT0455  DESIGNATION -  J 408
 DT0455  PID         -  DT0455
 DT0455  STATE/COUNTY-  AZ/NAVAJO
 DT0455  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0455
 DT0455                         *CURRENT SURVEY CONTROL
 DT0455  ___________________________________________________________________
 DT0455* NAD 83(1986)-  33 58 12.     (N)    109 55 26.     (W)     SCALED    
 DT0455* NAVD 88     -      1805.164  (meters)    5922.44   (feet)  ADJUSTED  
 DT0455  ___________________________________________________________________
 DT0455  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 DT0455  DYNAMIC HT  -        1802.472 (meters)    5913.61  (feet)  COMP
 DT0455  MODELED GRAV-     979,080.8   (mgal)                       NAVD 88
 DT0455
 DT0455  VERT ORDER  -  FIRST     CLASS II
 DT0455
 DT0455.The horizontal coordinates were scaled from a topographic map and have
 DT0455.an estimated accuracy of +/- 6 seconds.
 DT0455
 DT0455.The orthometric height was determined by differential leveling
 DT0455.and adjusted in June 1991.
 DT0455
 DT0455.The geoid height was determined by GEOID03.
 DT0455
 DT0455.The dynamic height is computed by dividing the NAVD 88
 DT0455.geopotential number by the normal gravity value computed on the
 DT0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0455.degrees latitude (g = 980.6199 gals.).
 DT0455
 DT0455.The modeled gravity was interpolated from observed gravity values.
 DT0455
 DT0455;                    North         East    Units  Estimated Accuracy
 DT0455;SPC AZ E     -   329,350.      235,800.      MT  (+/- 180 meters Scaled)
 DT0455
 DT0455                          SUPERSEDED SURVEY CONTROL
 DT0455
 DT0455.No superseded survey control is available for this station.
 DT0455
 DT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC994593(NAD 83)
 DT0455_MARKER: DB = BENCH MARK DISK
 DT0455_SETTING: 66 = SET IN ROCK OUTCROP
 DT0455_SP_SET: ROCK OUTCROP
 DT0455_STAMPING: J 408 1979
 DT0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0455+STABILITY: POSITION/ELEVATION WELL
 DT0455
 DT0455  HISTORY     - Date     Condition        Report By
 DT0455  HISTORY     - 1979     MONUMENTED       NGS
 DT0455
 DT0455                          STATION DESCRIPTION
 DT0455
 DT0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0455'9.8 MI NORTH FROM WHITERIVER.
 DT0455'9.8 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0455'HEADQUARTERS IN WHITERIVER, 34.3 FEET NORTHWEST OF THE CENTERLINE
 DT0455'OF THE HIGHWAY, 24.1 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 DT0455'BRIDGE ACROSS POST OFFICE CANYON AND 16 FEET NORTHWEST OF A STEEL
 DT0455'GUARD RAIL.
 DT0455'THE MARK IS 1.2 FT  NW FROM A WITNESS POST.
 DT0455'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0470 ***********************************************************************
 DT0470  DESIGNATION -  J 409
 DT0470  PID         -  DT0470
 DT0470  STATE/COUNTY-  AZ/APACHE
 DT0470  USGS QUAD   -  NUTRIOSO (1991)
 DT0470
 DT0470                         *CURRENT SURVEY CONTROL
 DT0470  ___________________________________________________________________
 DT0470* NAD 83(1986)-  33 52 50.     (N)    109 09 48.     (W)     SCALED    
 DT0470* NAVD 88     -      2519.915  (meters)    8267.42   (feet)  ADJUSTED  
 DT0470  ___________________________________________________________________
 DT0470  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DT0470  DYNAMIC HT  -        2515.760 (meters)    8253.79  (feet)  COMP
 DT0470  MODELED GRAV-     978,896.0   (mgal)                       NAVD 88
 DT0470
 DT0470  VERT ORDER  -  FIRST     CLASS II
 DT0470
 DT0470.The horizontal coordinates were scaled from a topographic map and have
 DT0470.an estimated accuracy of +/- 6 seconds.
 DT0470
 DT0470.The orthometric height was determined by differential leveling
 DT0470.and adjusted in June 1991.
 DT0470
 DT0470.The geoid height was determined by GEOID03.
 DT0470
 DT0470.The dynamic height is computed by dividing the NAVD 88
 DT0470.geopotential number by the normal gravity value computed on the
 DT0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0470.degrees latitude (g = 980.6199 gals.).
 DT0470
 DT0470.The modeled gravity was interpolated from observed gravity values.
 DT0470
 DT0470;                    North         East    Units  Estimated Accuracy
 DT0470;SPC AZ E     -   319,860.      306,180.      MT  (+/- 180 meters Scaled)
 DT0470
 DT0470                          SUPERSEDED SURVEY CONTROL
 DT0470
 DT0470.No superseded survey control is available for this station.
 DT0470
 DT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC698504(NAD 83)
 DT0470_MARKER: DB = BENCH MARK DISK
 DT0470_SETTING: 66 = SET IN ROCK OUTCROP
 DT0470_SP_SET: ROCK OUTCROP
 DT0470_STAMPING: J 409 1980
 DT0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0470+STABILITY: POSITION/ELEVATION WELL
 DT0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0470+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0470
 DT0470  HISTORY     - Date     Condition        Report By
 DT0470  HISTORY     - 1980     MONUMENTED       NGS
 DT0470  HISTORY     - 1990     GOOD             USPSQD
 DT0470  HISTORY     - 20050729 GOOD             USPSQD
 DT0470
 DT0470                          STATION DESCRIPTION
 DT0470
 DT0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0470'4.5 KM NW FROM ALPINE.
 DT0470'4.5 KM (2.8 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0470'POST OFFICE IN ALPINE, 0.5 KM (0.3 MI) SOUTHEAST OF A SIDE
 DT0470'ROAD LEADING NORTHEAST, 0.5 KM (0.3 MI) NORTHWEST OF MILE
 DT0470'POST 424, 25.3 METERS (82.3 FT) NORTHEAST OF THE NORTHEAST END OF A
 DT0470'BOX CULVERT, 17.0 METERS (55.8 FT) NORTHWEST OF THE CENTERLINE OF
 DT0470'THE HIGHWAY AND 13.8 METERS (45.4 FT) SOUTHEAST OF A FENCE.
 DT0470'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DT0470'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 DT0470
 DT0470                          STATION RECOVERY (1990)
 DT0470
 DT0470'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 DT0470'RECOVERED IN GOOD CONDITION.
 DT0470
 DT0470                          STATION RECOVERY (2005)
 DT0470
 DT0470'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0216 ***********************************************************************
 DT0216  DESIGNATION -  J 41
 DT0216  PID         -  DT0216
 DT0216  STATE/COUNTY-  AZ/APACHE
 DT0216  USGS QUAD   -  NUTRIOSO (1991)
 DT0216
 DT0216                         *CURRENT SURVEY CONTROL
 DT0216  ___________________________________________________________________
 DT0216* NAD 83(1986)-  33 57 05.     (N)    109 12 23.     (W)     SCALED    
 DT0216* NAVD 88     -      2344.060  (meters)    7690.47   (feet)  ADJUSTED  
 DT0216  ___________________________________________________________________
 DT0216  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0216  DYNAMIC HT  -        2340.281 (meters)    7678.07  (feet)  COMP
 DT0216  MODELED GRAV-     978,939.4   (mgal)                       NAVD 88
 DT0216
 DT0216  VERT ORDER  -  FIRST     CLASS II
 DT0216
 DT0216.The horizontal coordinates were scaled from a topographic map and have
 DT0216.an estimated accuracy of +/- 6 seconds.
 DT0216
 DT0216.The orthometric height was determined by differential leveling
 DT0216.and adjusted in June 1991.
 DT0216
 DT0216.The geoid height was determined by GEOID03.
 DT0216
 DT0216.The dynamic height is computed by dividing the NAVD 88
 DT0216.geopotential number by the normal gravity value computed on the
 DT0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0216.degrees latitude (g = 980.6199 gals.).
 DT0216
 DT0216.The modeled gravity was interpolated from observed gravity values.
 DT0216
 DT0216;                    North         East    Units  Estimated Accuracy
 DT0216;SPC AZ E     -   327,680.      302,120.      MT  (+/- 180 meters Scaled)
 DT0216
 DT0216                          SUPERSEDED SURVEY CONTROL
 DT0216
 DT0216  NGVD 29 (??/??/92) 2343.011  (m)         7687.03   (f) ADJ UNCH    1 2
 DT0216
 DT0216.Superseded values are not recommended for survey control.
 DT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0216.See file dsdata.txt to determine how the superseded data were derived.
 DT0216
 DT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC657582(NAD 83)
 DT0216_MARKER: DB = BENCH MARK DISK
 DT0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0216_STAMPING: H 41 1934
 DT0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0216+STABILITY: SURFACE MOTION
 DT0216
 DT0216  HISTORY     - Date     Condition        Report By
 DT0216  HISTORY     - 1934     MONUMENTED       CGS
 DT0216  HISTORY     - 1958     MARK NOT FOUND   NGS
 DT0216
 DT0216                          STATION DESCRIPTION
 DT0216
 DT0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DT0216'0.1 MI SE FROM NUTRISOS.
 DT0216'AT THE EAST SIDE OF NUTRIOSO, APACHE COUNTY, ON U.S. HIGHWAY 260 AND
 DT0216'666, 0.1 MILE SOUTHEAST OF THE BRIDGE OVER NUTRIOSO CREEK, 400 FEET
 DT0216'EAST OF THE PUBLIC SCHOOL, 50 YARDS SOUTHEAST OF A STREET LEADING
 DT0216'NORTH, 75 FEET NORTHWEST OF A FENCE CORNER NEAR AN IRRIGATION DITCH
 DT0216'AND CULVERT, AND 24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 DT0216'STANDARD DISK, STAMPED H 41 1934. AND SET IN THE TOP OF A CONCRETE
 DT0216'POST.  NOTE-- PROBABLY DESTROYED WHEN HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0344 ***********************************************************************
 ER0344  DESIGNATION -  J 410
 ER0344  PID         -  ER0344
 ER0344  STATE/COUNTY-  AZ/APACHE
 ER0344  USGS QUAD   -  MC NARY (1985)
 ER0344
 ER0344                         *CURRENT SURVEY CONTROL
 ER0344  ___________________________________________________________________
 ER0344* NAD 83(1986)-  34 03 15.     (N)    109 45 18.     (W)     SCALED    
 ER0344* NAVD 88     -      2346.928  (meters)    7699.88   (feet)  ADJUSTED  
 ER0344  ___________________________________________________________________
 ER0344  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 ER0344  DYNAMIC HT  -        2343.211 (meters)    7687.68  (feet)  COMP
 ER0344  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 ER0344
 ER0344  VERT ORDER  -  FIRST     CLASS II
 ER0344
 ER0344.The horizontal coordinates were scaled from a topographic map and have
 ER0344.an estimated accuracy of +/- 6 seconds.
 ER0344
 ER0344.The orthometric height was determined by differential leveling
 ER0344.and adjusted in June 1991.
 ER0344
 ER0344.The geoid height was determined by GEOID03.
 ER0344
 ER0344.The dynamic height is computed by dividing the NAVD 88
 ER0344.geopotential number by the normal gravity value computed on the
 ER0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0344.degrees latitude (g = 980.6199 gals.).
 ER0344
 ER0344.The modeled gravity was interpolated from observed gravity values.
 ER0344
 ER0344;                    North         East    Units  Estimated Accuracy
 ER0344;SPC AZ E     -   338,740.      251,360.      MT  (+/- 180 meters Scaled)
 ER0344
 ER0344                          SUPERSEDED SURVEY CONTROL
 ER0344
 ER0344.No superseded survey control is available for this station.
 ER0344
 ER0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC149688(NAD 83)
 ER0344_MARKER: DB = BENCH MARK DISK
 ER0344_SETTING: 66 = SET IN ROCK OUTCROP
 ER0344_SP_SET: ROCK OUTCROP
 ER0344_STAMPING: J 410 1980
 ER0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0344+STABILITY: POSITION/ELEVATION WELL
 ER0344
 ER0344  HISTORY     - Date     Condition        Report By
 ER0344  HISTORY     - 1980     MONUMENTED       NGS
 ER0344  HISTORY     - 20050729 GOOD             USPSQD
 ER0344
 ER0344                          STATION DESCRIPTION
 ER0344
 ER0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0344'10.5 KM EAST FROM MCNARY.
 ER0344'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0344'OFFICE IN MCNARY, THENCE 10.4 KM (6.45 MI) EAST ALONG
 ER0344'STATE HIGHWAY 260, 0.2 KM (0.1 MI) EAST OF MILE POST 367,
 ER0344'0.1 KM (0.05 MI) WEST OF BOG CREEK, IN TOP OF ROCK OUTCROP
 ER0344'IN THE MIDDLE OF A CUT BANK AND 9.6 METERS (31.5 FT) SOUTH OF THE
 ER0344'CENTERLINE OF THE HIGHWAY.
 ER0344'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 ER0344'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0344
 ER0344                          STATION RECOVERY (2005)
 ER0344
 ER0344'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0344'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0359 ***********************************************************************
 ER0359  DESIGNATION -  J 411
 ER0359  PID         -  ER0359
 ER0359  STATE/COUNTY-  AZ/APACHE
 ER0359  USGS QUAD   -  GREENS PEAK (1969)
 ER0359
 ER0359                         *CURRENT SURVEY CONTROL
 ER0359  ___________________________________________________________________
 ER0359* NAD 83(1986)-  34 03 19.     (N)    109 30 41.     (W)     SCALED    
 ER0359* NAVD 88     -      2763.732  (meters)    9067.34   (feet)  ADJUSTED  
 ER0359  ___________________________________________________________________
 ER0359  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ER0359  DYNAMIC HT  -        2759.166 (meters)    9052.36  (feet)  COMP
 ER0359  MODELED GRAV-     978,882.4   (mgal)                       NAVD 88
 ER0359
 ER0359  VERT ORDER  -  FIRST     CLASS II
 ER0359
 ER0359.The horizontal coordinates were scaled from a topographic map and have
 ER0359.an estimated accuracy of +/- 6 seconds.
 ER0359
 ER0359.The orthometric height was determined by differential leveling
 ER0359.and adjusted in June 1991.
 ER0359
 ER0359.The geoid height was determined by GEOID03.
 ER0359
 ER0359.The dynamic height is computed by dividing the NAVD 88
 ER0359.geopotential number by the normal gravity value computed on the
 ER0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0359.degrees latitude (g = 980.6199 gals.).
 ER0359
 ER0359.The modeled gravity was interpolated from observed gravity values.
 ER0359
 ER0359;                    North         East    Units  Estimated Accuracy
 ER0359;SPC AZ E     -   338,980.      273,850.      MT  (+/- 180 meters Scaled)
 ER0359
 ER0359                          SUPERSEDED SURVEY CONTROL
 ER0359
 ER0359.No superseded survey control is available for this station.
 ER0359
 ER0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC373692(NAD 83)
 ER0359_MARKER: DB = BENCH MARK DISK
 ER0359_SETTING: 66 = SET IN ROCK OUTCROP
 ER0359_SP_SET: ROCK OUTCROP
 ER0359_STAMPING: J 411 1980
 ER0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0359+STABILITY: POSITION/ELEVATION WELL
 ER0359
 ER0359  HISTORY     - Date     Condition        Report By
 ER0359  HISTORY     - 1980     MONUMENTED       NGS
 ER0359
 ER0359                          STATION DESCRIPTION
 ER0359
 ER0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0359'22.7 KM WEST FROM EAGAR.
 ER0359'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FRON THE POST
 ER0359'OFFICE IN EAGAR, THENCE 22.5 KM (14.0 MI) WEST ALONG STATE
 ER0359'HIGHWAY 260, 0.5 KM (0.3 MI) EAST OF MILE POST 382, IN TOP
 ER0359'OF A 8 BY 10 FT PROMINENT ROCK OUTROCK PROJECTING 0.7 METERS
 ER0359'(2.3 FT) AND 22.4 METERS (73.5 FT) NORTH-NORTHWEST OF THE CENTERLINE
 ER0359'OF THE HIGHWAY.
 ER0359'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ER0359'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1011 ***********************************************************************
 DV1011  DESIGNATION -  J 413 38
 DV1011  PID         -  DV1011
 DV1011  STATE/COUNTY-  AZ/LA PAZ
 DV1011  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1011
 DV1011                         *CURRENT SURVEY CONTROL
 DV1011  ___________________________________________________________________
 DV1011* NAD 83(1986)-  33 34 15.     (N)    113 22 12.     (W)     SCALED    
 DV1011* NAVD 88     -       418.95   (+/-2cm)    1374.5    (feet)  VERTCON   
 DV1011  ___________________________________________________________________
 DV1011  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1011
 DV1011.The horizontal coordinates were scaled from a topographic map and have
 DV1011.an estimated accuracy of +/- 6 seconds.
 DV1011
 DV1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1011.The vertical order pertains to the NGVD 29 superseded value.
 DV1011
 DV1011.The geoid height was determined by GEOID03.
 DV1011
 DV1011;                    North         East    Units  Estimated Accuracy
 DV1011;SPC AZ W     -   285,130.      248,640.      MT  (+/- 180 meters Scaled)
 DV1011
 DV1011                          SUPERSEDED SURVEY CONTROL
 DV1011
 DV1011  NGVD 29 (??/??/92)  418.284  (m)         1372.32   (f) ADJ UNCH    2 0
 DV1011
 DV1011.Superseded values are not recommended for survey control.
 DV1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1011.See file dsdata.txt to determine how the superseded data were derived.
 DV1011
 DV1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC800170(NAD 83)
 DV1011_MARKER: DB = BENCH MARK DISK
 DV1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1011_STAMPING: J 413 38 1962
 DV1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1011+STABILITY: SURFACE MOTION
 DV1011
 DV1011  HISTORY     - Date     Condition        Report By
 DV1011  HISTORY     - 1962     MONUMENTED       CGS
 DV1011
 DV1011                          STATION DESCRIPTION
 DV1011
 DV1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1011'24.2 MI SE FROM SALOME.
 DV1011'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1011'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1011'WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK ROAD, AT
 DV1011'THE CROSSING OF A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP
 DV1011'OF PROPOSED INTERSTATE HIGHWAY 10, 2.1 FEET NORTHWEST OF A METAL
 DV1011'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1011 ***********************************************************************
 DU1011  DESIGNATION -  J 414
 DU1011  PID         -  DU1011
 DU1011  STATE/COUNTY-  AZ/MARICOPA
 DU1011  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1011
 DU1011                         *CURRENT SURVEY CONTROL
 DU1011  ___________________________________________________________________
 DU1011* NAD 83(1986)-  33 11 28.     (N)    111 53 55.     (W)     SCALED    
 DU1011* NAVD 88     -       362.06   (+/-2cm)    1187.9    (feet)  VERTCON   
 DU1011  ___________________________________________________________________
 DU1011  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU1011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1011
 DU1011.The horizontal coordinates were scaled from a topographic map and have
 DU1011.an estimated accuracy of +/- 6 seconds.
 DU1011
 DU1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1011.The vertical order pertains to the NGVD 29 superseded value.
 DU1011
 DU1011.The geoid height was determined by GEOID03.
 DU1011
 DU1011;                    North         East    Units  Estimated Accuracy
 DU1011;SPC AZ C     -   242,950.      215,040.      MT  (+/- 180 meters Scaled)
 DU1011
 DU1011                          SUPERSEDED SURVEY CONTROL
 DU1011
 DU1011  NGVD 29 (??/??/92)  361.561  (m)         1186.22   (f) ADJ UNCH    2 0
 DU1011
 DU1011.Superseded values are not recommended for survey control.
 DU1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1011.See file dsdata.txt to determine how the superseded data were derived.
 DU1011
 DU1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB162728(NAD 83)
 DU1011_MARKER: DB = BENCH MARK DISK
 DU1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1011_STAMPING: J 414 1962
 DU1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1011+STABILITY: SURFACE MOTION
 DU1011
 DU1011  HISTORY     - Date     Condition        Report By
 DU1011  HISTORY     - 1962     MONUMENTED       CGS
 DU1011
 DU1011                          STATION DESCRIPTION
 DU1011
 DU1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1011'16.3 MI SW FROM CHANDLER.
 DU1011'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1011'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1011'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 7.4 MILES
 DU1011'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1011'OF PROPOSED INTERSTATE HIGHWAY 10, 7 FEET NORTHEAST OF THE CENTER OF
 DU1011'THE TRACK ROAD, 46 FEET NORTHWEST OF THE CENTER OF AN EAST-WEST DIRT
 DU1011'ROAD, 31.4 FEET NORTHWEST OF AN ARIZONA HIGHWAY DEPARTMENT WITNESS
 DU1011'POST, 1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DU1011'TRACK ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1012 ***********************************************************************
 DU1012  DESIGNATION -  J 414 RESET
 DU1012  PID         -  DU1012
 DU1012  STATE/COUNTY-  AZ/PINAL
 DU1012  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1012
 DU1012                         *CURRENT SURVEY CONTROL
 DU1012  ___________________________________________________________________
 DU1012* NAD 83(1986)-  33 11 39.     (N)    111 54 03.     (W)     SCALED    
 DU1012* NAVD 88     -       362.33   (+/-2cm)    1188.7    (feet)  VERTCON   
 DU1012  ___________________________________________________________________
 DU1012  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU1012  VERT ORDER  -  THIRD (See Below)
 DU1012
 DU1012.The horizontal coordinates were scaled from a topographic map and have
 DU1012.an estimated accuracy of +/- 6 seconds.
 DU1012
 DU1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1012.The vertical order pertains to the NGVD 29 superseded value.
 DU1012
 DU1012.The geoid height was determined by GEOID03.
 DU1012
 DU1012;                    North         East    Units  Estimated Accuracy
 DU1012;SPC AZ C     -   243,280.      214,840.      MT  (+/- 180 meters Scaled)
 DU1012
 DU1012                          SUPERSEDED SURVEY CONTROL
 DU1012
 DU1012  NGVD 29 (03/28/06)  361.83   (m)         1187.1    (f) RESET       3  
 DU1012
 DU1012.Superseded values are not recommended for survey control.
 DU1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1012.See file dsdata.txt to determine how the superseded data were derived.
 DU1012
 DU1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB160731(NAD 83)
 DU1012_MARKER: DB = BENCH MARK DISK
 DU1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1012_STAMPING: J 414 RESET
 DU1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1012+STABILITY: SURFACE MOTION
 DU1012
 DU1012  HISTORY     - Date     Condition        Report By
 DU1012  HISTORY     - 1975     MONUMENTED       AZHD
 DU1012  HISTORY     - 1975     GOOD             AZDT
 DU1012
 DU1012                          STATION DESCRIPTION
 DU1012
 DU1012'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1012'16.3 MI SW FROM CHANDLER.
 DU1012'FROM MILEPOST 170, I-10, WEST ON THE INTERSTATE FOR 0.05 MILES AND TO
 DU1012'THE STATION ON THE LEFT.  1.5 FT. WEST OF THE EAST R/W FENCE LINE OF
 DU1012'I-10.  300 FT. SOUTHERLY OF GOODYEAR ROAD.  MARKED BY A P AND M SURVEY
 DU1012'SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1048 ***********************************************************************
 DV1048  DESIGNATION -  J 415 59
 DV1048  PID         -  DV1048
 DV1048  STATE/COUNTY-  AZ/MARICOPA
 DV1048  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1048
 DV1048                         *CURRENT SURVEY CONTROL
 DV1048  ___________________________________________________________________
 DV1048* NAD 83(1986)-  33 30 28.     (N)    113 00 24.     (W)     SCALED    
 DV1048* NAVD 88     -       377.45   (+/-2cm)    1238.4    (feet)  VERTCON   
 DV1048  ___________________________________________________________________
 DV1048  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV1048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1048
 DV1048.The horizontal coordinates were scaled from a topographic map and have
 DV1048.an estimated accuracy of +/- 6 seconds.
 DV1048
 DV1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1048.The vertical order pertains to the NGVD 29 superseded value.
 DV1048
 DV1048.The geoid height was determined by GEOID03.
 DV1048
 DV1048;                    North         East    Units  Estimated Accuracy
 DV1048;SPC AZ C     -   278,600.      112,090.      MT  (+/- 180 meters Scaled)
 DV1048
 DV1048                          SUPERSEDED SURVEY CONTROL
 DV1048
 DV1048  NGVD 29 (??/??/92)  376.795  (m)         1236.20   (f) ADJ UNCH    2 0
 DV1048
 DV1048.Superseded values are not recommended for survey control.
 DV1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1048.See file dsdata.txt to determine how the superseded data were derived.
 DV1048
 DV1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC136093(NAD 83)
 DV1048_MARKER: DB = BENCH MARK DISK
 DV1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1048_STAMPING: J 415 59 1962
 DV1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1048+STABILITY: SURFACE MOTION
 DV1048
 DV1048  HISTORY     - Date     Condition        Report By
 DV1048  HISTORY     - 1962     MONUMENTED       CGS
 DV1048
 DV1048                          STATION DESCRIPTION
 DV1048
 DV1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1048'4.65 MI NW FROM TONOPAH.
 DV1048'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1048'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST
 DV1048'NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP
 DV1048'OF PROPOSED INTERSTATE HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL
 DV1048'WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1382 ***********************************************************************
 CZ1382  DESIGNATION -  J 416
 CZ1382  PID         -  CZ1382
 CZ1382  STATE/COUNTY-  AZ/PINAL
 CZ1382  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1382
 CZ1382                         *CURRENT SURVEY CONTROL
 CZ1382  ___________________________________________________________________
 CZ1382* NAD 83(1986)-  32 59 08.     (N)    111 44 20.     (W)     SCALED    
 CZ1382* NAVD 88     -       471.64   (+/-2cm)    1547.4    (feet)  VERTCON   
 CZ1382  ___________________________________________________________________
 CZ1382  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ1382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1382
 CZ1382.The horizontal coordinates were scaled from a topographic map and have
 CZ1382.an estimated accuracy of +/- 6 seconds.
 CZ1382
 CZ1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1382.The vertical order pertains to the NGVD 29 superseded value.
 CZ1382
 CZ1382.The geoid height was determined by GEOID03.
 CZ1382
 CZ1382;                    North         East    Units  Estimated Accuracy
 CZ1382;SPC AZ C     -   220,160.      229,980.      MT  (+/- 180 meters Scaled)
 CZ1382
 CZ1382                          SUPERSEDED SURVEY CONTROL
 CZ1382
 CZ1382  NGVD 29 (??/??/92)  471.103  (m)         1545.61   (f) ADJ UNCH    2 0
 CZ1382
 CZ1382.Superseded values are not recommended for survey control.
 CZ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1382.See file dsdata.txt to determine how the superseded data were derived.
 CZ1382
 CZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB309499(NAD 83)
 CZ1382_MARKER: DB = BENCH MARK DISK
 CZ1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1382_STAMPING: J 416 1962
 CZ1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1382+STABILITY: SURFACE MOTION
 CZ1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1382+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1382
 CZ1382  HISTORY     - Date     Condition        Report By
 CZ1382  HISTORY     - 1962     MONUMENTED       CGS
 CZ1382  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1382
 CZ1382                          STATION DESCRIPTION
 CZ1382
 CZ1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1382'9.95 MI NE FROM CASA GRANDE.
 CZ1382'6.5 MILES NORTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT CASA
 CZ1382'GRANDE, THENCE 1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.6 MILES
 CZ1382'NORTHWEST ALONG A TRACK ROAD AND STAKED LINE THAT IS THE CENTER OF THE
 CZ1382'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 3.8 FEET NORTHEAST OF
 CZ1382'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 6
 CZ1382'INCHES.
 CZ1382
 CZ1382                          STATION RECOVERY (2007)
 CZ1382
 CZ1382'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0850 ***********************************************************************
 CG0850  DESIGNATION -  J 418
 CG0850  PID         -  CG0850
 CG0850  STATE/COUNTY-  AZ/COCHISE
 CG0850  USGS QUAD   -  SAINT DAVID (1973)
 CG0850
 CG0850                         *CURRENT SURVEY CONTROL
 CG0850  ___________________________________________________________________
 CG0850* NAD 83(1986)-  31 58 52.     (N)    110 12 47.     (W)     SCALED    
 CG0850* NAVD 88     -      1182.274  (meters)    3878.84   (feet)  ADJUSTED  
 CG0850  ___________________________________________________________________
 CG0850  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CG0850  DYNAMIC HT  -        1180.497 (meters)    3873.01  (feet)  COMP
 CG0850  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 CG0850
 CG0850  VERT ORDER  -  FIRST     CLASS II
 CG0850
 CG0850.The horizontal coordinates were scaled from a topographic map and have
 CG0850.an estimated accuracy of +/- 6 seconds.
 CG0850
 CG0850.The orthometric height was determined by differential leveling
 CG0850.and adjusted in June 1991.
 CG0850
 CG0850.The geoid height was determined by GEOID03.
 CG0850
 CG0850.The dynamic height is computed by dividing the NAVD 88
 CG0850.geopotential number by the normal gravity value computed on the
 CG0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0850.degrees latitude (g = 980.6199 gals.).
 CG0850
 CG0850.The modeled gravity was interpolated from observed gravity values.
 CG0850
 CG0850;                    North         East    Units  Estimated Accuracy
 CG0850;SPC AZ E     -   108,770.      208,980.      MT  (+/- 180 meters Scaled)
 CG0850
 CG0850                          SUPERSEDED SURVEY CONTROL
 CG0850
 CG0850.No superseded survey control is available for this station.
 CG0850
 CG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA743386(NAD 83)
 CG0850_MARKER: DB = BENCH MARK DISK
 CG0850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0850_SP_SET: CATCH BASIN
 CG0850_STAMPING: J 418 1979
 CG0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0850+STABILITY: SURFACE MOTION
 CG0850
 CG0850  HISTORY     - Date     Condition        Report By
 CG0850  HISTORY     - 1979     MONUMENTED       NGS
 CG0850
 CG0850                          STATION DESCRIPTION
 CG0850
 CG0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0850'9.8 KM NE FROM BENSON.
 CG0850'9.8 KILOMETERS (6.1 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10 FROM
 CG0850'THE OCOTILLO STREET UNDERPASS AT BENSON, 0.3 KILOMETER (0.2 MILE)
 CG0850'NORTHEAST OF THE FOOT OF A STEEP GRADE, IN TOP OF THE EAST CORNER OF
 CG0850'A 0.9- BY 1.2- BY 3.05-METER DEEP DRAINAGE BASIN, 16.3 METERS (53.5
 CG0850'FEET) NORTHWEST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND
 CG0850'16.6 METERS (54.7 FEET) SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND
 CG0850'TRAFFIC LANES.
 CG0850'THE MARK IS 1.2 M BELOW THE HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1498 ***********************************************************************
 CZ1498  DESIGNATION -  J 419
 CZ1498  PID         -  CZ1498
 CZ1498  STATE/COUNTY-  AZ/PIMA
 CZ1498  USGS QUAD   -  TUCSON (1992)
 CZ1498
 CZ1498                         *CURRENT SURVEY CONTROL
 CZ1498  ___________________________________________________________________
 CZ1498* NAD 83(1986)-  32 08 31.     (N)    110 57 38.     (W)     SCALED    
 CZ1498* NAVD 88     -       770.759  (meters)    2528.73   (feet)  ADJUSTED  
 CZ1498  ___________________________________________________________________
 CZ1498  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1498  DYNAMIC HT  -         769.688 (meters)    2525.22  (feet)  COMP
 CZ1498  MODELED GRAV-     979,225.4   (mgal)                       NAVD 88
 CZ1498
 CZ1498  VERT ORDER  -  FIRST     CLASS II
 CZ1498
 CZ1498.The horizontal coordinates were scaled from a topographic map and have
 CZ1498.an estimated accuracy of +/- 6 seconds.
 CZ1498
 CZ1498.The orthometric height was determined by differential leveling
 CZ1498.and adjusted in June 1991.
 CZ1498
 CZ1498.The geoid height was determined by GEOID03.
 CZ1498
 CZ1498.The dynamic height is computed by dividing the NAVD 88
 CZ1498.geopotential number by the normal gravity value computed on the
 CZ1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1498.degrees latitude (g = 980.6199 gals.).
 CZ1498
 CZ1498.The modeled gravity was interpolated from observed gravity values.
 CZ1498
 CZ1498;                    North         East    Units  Estimated Accuracy
 CZ1498;SPC AZ C     -   127,010.      303,560.      MT  (+/- 180 meters Scaled)
 CZ1498
 CZ1498                          SUPERSEDED SURVEY CONTROL
 CZ1498
 CZ1498.No superseded survey control is available for this station.
 CZ1498
 CZ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037561(NAD 83)
 CZ1498_MARKER: DB = BENCH MARK DISK
 CZ1498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1498_SP_SET: STAINLESS STEEL ROD
 CZ1498_STAMPING: J 419 1980
 CZ1498_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1498_ROD/PIPE-DEPTH: 4.7  meters
 CZ1498
 CZ1498  HISTORY     - Date     Condition        Report By
 CZ1498  HISTORY     - 1980     MONUMENTED       NGS
 CZ1498  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ1498  HISTORY     - 20070527 GOOD             GEOCAC
 CZ1498
 CZ1498                          STATION DESCRIPTION
 CZ1498
 CZ1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1498'9.0 KM SOUTH FROM TUCSON.
 CZ1498'9.0 KILOMETERS (5.6 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ1498'RAILROAD FROM THE STATION AT TUCSON, 88 PACES SOUTH OF U S
 CZ1498'HIGHWAY 89 MILEPOST 61, 79.8 METERS (261.8 FEET) EAST OF AND
 CZ1498'ACROSS THE HIGHWAY AND IN LINE WITH THE PROLONGATION OF THE
 CZ1498'SOUTH FACE OF THE SOUTHEAST CORNER OF THE EMERY PARK STATION
 CZ1498'POST OFFICE, 58.8 METERS (192.8 FEET) NORTH OF THE CENTERLINE
 CZ1498'OF BILBY ROAD, 20.3 METERS (66.6 FEET) WEST OF THE WEST RAIL,
 CZ1498'24.5 METERS (80.4 FEET) EAST OF THE CENTERLINE OF THE NORTH
 CZ1498'BOUND LANES OF U S 89, 15.4 METERS (50.7 FEET) SOUTH OF THE
 CZ1498'SECOND TELEPHONE POLE NORTH OF BILBY ROAD AND IN LINE WITH
 CZ1498'THE POLES, 9.7 METERS (32 FEET) NORTH-NORTHEAST OF THE NORTH
 CZ1498'EDGE OF A 1.8 METER (6 FOOT) MAN HOLE FOR A WATER MAIN.
 CZ1498'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CZ1498'THE MARK IS 1 M ABOVE THE RAILS..
 CZ1498
 CZ1498                          STATION RECOVERY (1995)
 CZ1498
 CZ1498'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1498'MARK NOT FOUND.
 CZ1498
 CZ1498                          STATION RECOVERY (2007)
 CZ1498
 CZ1498'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0199 ***********************************************************************
 CF0199  DESIGNATION -  J 420
 CF0199  PID         -  CF0199
 CF0199  STATE/COUNTY-  AZ/COCHISE
 CF0199  USGS QUAD   -  PEARCE (1985)
 CF0199
 CF0199                         *CURRENT SURVEY CONTROL
 CF0199  ___________________________________________________________________
 CF0199* NAD 83(1986)-  31 58 00.     (N)    109 50 34.     (W)     SCALED    
 CF0199* NAVD 88     -      1296.877  (meters)    4254.84   (feet)  ADJUSTED  
 CF0199  ___________________________________________________________________
 CF0199  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CF0199  DYNAMIC HT  -        1294.893 (meters)    4248.33  (feet)  COMP
 CF0199  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 CF0199
 CF0199  VERT ORDER  -  FIRST     CLASS II
 CF0199
 CF0199.The horizontal coordinates were scaled from a topographic map and have
 CF0199.an estimated accuracy of +/- 6 seconds.
 CF0199
 CF0199.The orthometric height was determined by differential leveling
 CF0199.and adjusted in June 1991.
 CF0199
 CF0199.The geoid height was determined by GEOID03.
 CF0199
 CF0199.The dynamic height is computed by dividing the NAVD 88
 CF0199.geopotential number by the normal gravity value computed on the
 CF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0199.degrees latitude (g = 980.6199 gals.).
 CF0199
 CF0199.The modeled gravity was interpolated from observed gravity values.
 CF0199
 CF0199;                    North         East    Units  Estimated Accuracy
 CF0199;SPC AZ E     -   107,220.      243,970.      MT  (+/- 180 meters Scaled)
 CF0199
 CF0199                          SUPERSEDED SURVEY CONTROL
 CF0199
 CF0199.No superseded survey control is available for this station.
 CF0199
 CF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA093373(NAD 83)
 CF0199_MARKER: DB = BENCH MARK DISK
 CF0199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0199_SP_SET: STAINLESS STEEL ROD
 CF0199_STAMPING: J 420 1980
 CF0199_PROJECTION: FLUSH
 CF0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0199_ROD/PIPE-DEPTH: 6.0  meters
 CF0199
 CF0199  HISTORY     - Date     Condition        Report By
 CF0199  HISTORY     - 1980     MONUMENTED       NGS
 CF0199
 CF0199                          STATION DESCRIPTION
 CF0199
 CF0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0199'3.6 KM NW FROM PEARCE.
 CF0199'3.6 KILOMETERS (2.25 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CF0199'THE POST OFFICE IN PEARCE, 0.6 KILOMETER (0.4 MILE) NORTHWEST
 CF0199'OF HIGHWAY MILEPOST 50, 15.0 METERS (49.6 FEET) NORTHEAST OF THE
 CF0199'CENTERLINE OF THE HIGHWAY, 49.1 METERS (161 FEET) NORTHWEST OF THE
 CF0199'ENTRANCE TO ST. JUDE CATHOLIC CHURCH, 21.2 METERS (69.5 FEET)
 CF0199'SOUTHEAST OF A WHITE IRON T-JUNCTION CORNER POST, 11.2 METERS
 CF0199'(37 FEET) NORTHWEST OF THE CENTER OF THE ENTRANCE TO
 CF0199'STARLINGS DRILLING SERVICE, 0.6 METER (2 FEET) SOUTHWEST 0F THE
 CF0199'RIGHT-OF-WAY FENCE.
 CF0199'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CF0199'THE MARK IS .3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0231 ***********************************************************************
 CF0231  DESIGNATION -  J 421
 CF0231  PID         -  CF0231
 CF0231  STATE/COUNTY-  AZ/COCHISE
 CF0231  USGS QUAD   -  MC NEAL (1986)
 CF0231
 CF0231                         *CURRENT SURVEY CONTROL
 CF0231  ___________________________________________________________________
 CF0231* NAD 83(1986)-  31 36 30.     (N)    109 40 08.     (W)     SCALED    
 CF0231* NAVD 88     -      1268.554  (meters)    4161.91   (feet)  ADJUSTED  
 CF0231  ___________________________________________________________________
 CF0231  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0231  DYNAMIC HT  -        1266.585 (meters)    4155.45  (feet)  COMP
 CF0231  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 CF0231
 CF0231  VERT ORDER  -  FIRST     CLASS II
 CF0231
 CF0231.The horizontal coordinates were scaled from a topographic map and have
 CF0231.an estimated accuracy of +/- 6 seconds.
 CF0231
 CF0231.The orthometric height was determined by differential leveling
 CF0231.and adjusted in June 1991.
 CF0231
 CF0231.The geoid height was determined by GEOID03.
 CF0231
 CF0231.The dynamic height is computed by dividing the NAVD 88
 CF0231.geopotential number by the normal gravity value computed on the
 CF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0231.degrees latitude (g = 980.6199 gals.).
 CF0231
 CF0231.The modeled gravity was interpolated from observed gravity values.
 CF0231
 CF0231;                    North         East    Units  Estimated Accuracy
 CF0231;SPC AZ E     -    67,550.      260,590.      MT  (+/- 180 meters Scaled)
 CF0231
 CF0231                          SUPERSEDED SURVEY CONTROL
 CF0231
 CF0231.No superseded survey control is available for this station.
 CF0231
 CF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV262977(NAD 83)
 CF0231_MARKER: DB = BENCH MARK DISK
 CF0231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0231_SP_SET: STAINLESS STEEL ROD
 CF0231_STAMPING: J 421 1980
 CF0231_PROJECTION: FLUSH
 CF0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0231_ROD/PIPE-DEPTH: 3.0  meters
 CF0231
 CF0231  HISTORY     - Date     Condition        Report By
 CF0231  HISTORY     - 1980     MONUMENTED       NGS
 CF0231
 CF0231                          STATION DESCRIPTION
 CF0231
 CF0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0231'1.0 KM NORTH FROM MCNEAL.
 CF0231'1.0 KILOMETER (0.65 MILE) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0231'THE POST OFFICE IN MCNEAL, IN LINE WITH A ROW OF POWER POLES,
 CF0231'26.1 METERS (85.6 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CF0231'49.6 METERS (162.6 FEET) SOUTH OF POWER POLE NUMBER 4, 19.2
 CF0231'METERS (62.9 FEET) EAST OF HIGHWAY MILEPOST 19, 13.9 METERS
 CF0231'(45.5 FEET) NORTH OF POWER POLE NUMBER 7, 4.3 METERS (14 FEET)
 CF0231'WEST OF THE RIGHT-OF-WAY FENCE.
 CF0231'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CF0231'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1228 ***********************************************************************
 DV1228  DESIGNATION -  J 422
 DV1228  PID         -  DV1228
 DV1228  STATE/COUNTY-  AZ/PINAL
 DV1228  USGS QUAD   -  ENID (1978)
 DV1228
 DV1228                         *CURRENT SURVEY CONTROL
 DV1228  ___________________________________________________________________
 DV1228* NAD 83(1986)-  33 04 30.     (N)    112 10 12.     (W)     SCALED    
 DV1228* NAVD 88     -       383.040  (meters)    1256.69   (feet)  ADJUSTED  
 DV1228  ___________________________________________________________________
 DV1228  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV1228  DYNAMIC HT  -         382.583 (meters)    1255.19  (feet)  COMP
 DV1228  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 DV1228  OBS GRAVITY -     979,434.3   (mgal)                       GRAV_OBS
 DV1228
 DV1228  VERT ORDER  -  FIRST     CLASS II
 DV1228
 DV1228.The horizontal coordinates were scaled from a topographic map and have
 DV1228.an estimated accuracy of +/- 6 seconds.
 DV1228
 DV1228.The orthometric height was determined by differential leveling
 DV1228.and adjusted in June 1991.
 DV1228
 DV1228.The geoid height was determined by GEOID03.
 DV1228
 DV1228.The dynamic height is computed by dividing the NAVD 88
 DV1228.geopotential number by the normal gravity value computed on the
 DV1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1228.degrees latitude (g = 980.6199 gals.).
 DV1228
 DV1228.The modeled gravity was interpolated from observed gravity values.
 DV1228.The observed gravity was obtained from relative gravimeter ties
 DV1228.to the IGSN71 gravity network.
 DV1228
 DV1228;                    North         East    Units  Estimated Accuracy
 DV1228;SPC AZ C     -   230,100.      189,710.      MT  (+/- 180 meters Scaled)
 DV1228
 DV1228                          SUPERSEDED SURVEY CONTROL
 DV1228
 DV1228.No superseded survey control is available for this station.
 DV1228
 DV1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB907602(NAD 83)
 DV1228_MARKER: DB = BENCH MARK DISK
 DV1228_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1228_SP_SET: ABUTMENT
 DV1228_STAMPING: J 422 1980
 DV1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1228+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV1228
 DV1228  HISTORY     - Date     Condition        Report By
 DV1228  HISTORY     - 1980     MONUMENTED       NGS
 DV1228  HISTORY     - 20070321 GOOD             GEOCAC
 DV1228
 DV1228                          STATION DESCRIPTION
 DV1228
 DV1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1228'12.1 KM WEST FROM MARICOPA.
 DV1228'12.1 KILOMETERS (7.5 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 DV1228'FROM THE RAILROAD CROSSING IN MARICOPA, SET IN TOP OF THE NORTH END
 DV1228'OF THE WEST ABUTMENT OF RAILROAD BRIDGE 890.33, 2.1 METERS (7 FEET)
 DV1228'NORTH OF THE NORTH RAIL.
 DV1228'THE MARK IS 0.6 M BELOW THE TRACKS.
 DV1228
 DV1228                          STATION RECOVERY (2007)
 DV1228
 DV1228'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0880 ***********************************************************************
 CG0880  DESIGNATION -  J 423
 CG0880  PID         -  CG0880
 CG0880  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0880  USGS QUAD   -  TUBAC (1981)
 CG0880
 CG0880                         *CURRENT SURVEY CONTROL
 CG0880  ___________________________________________________________________
 CG0880* NAD 83(1986)-  31 30 21.     (N)    111 00 42.     (W)     SCALED    
 CG0880* NAVD 88     -      1025.518  (meters)    3364.55   (feet)  ADJUSTED  
 CG0880  ___________________________________________________________________
 CG0880  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0880  DYNAMIC HT  -        1023.956 (meters)    3359.43  (feet)  COMP
 CG0880  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CG0880
 CG0880  VERT ORDER  -  FIRST     CLASS II
 CG0880
 CG0880.The horizontal coordinates were scaled from a topographic map and have
 CG0880.an estimated accuracy of +/- 6 seconds.
 CG0880
 CG0880.The orthometric height was determined by differential leveling
 CG0880.and adjusted in June 1991.
 CG0880
 CG0880.The geoid height was determined by GEOID03.
 CG0880
 CG0880.The dynamic height is computed by dividing the NAVD 88
 CG0880.geopotential number by the normal gravity value computed on the
 CG0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0880.degrees latitude (g = 980.6199 gals.).
 CG0880
 CG0880.The modeled gravity was interpolated from observed gravity values.
 CG0880
 CG0880;                    North         East    Units  Estimated Accuracy
 CG0880;SPC AZ C     -    56,430.      299,330.      MT  (+/- 180 meters Scaled)
 CG0880
 CG0880                          SUPERSEDED SURVEY CONTROL
 CG0880
 CG0880.No superseded survey control is available for this station.
 CG0880
 CG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV988856(NAD 83)
 CG0880_MARKER: DB = BENCH MARK DISK
 CG0880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0880_SP_SET: PIER
 CG0880_STAMPING: J 423 1980
 CG0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0880
 CG0880  HISTORY     - Date     Condition        Report By
 CG0880  HISTORY     - 1980     MONUMENTED       NGS
 CG0880  HISTORY     - 19981006 GOOD             USPSQD
 CG0880
 CG0880                          STATION DESCRIPTION
 CG0880
 CG0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0880'8.0 KM SE FROM TUMACACORI.
 CG0880'8.0 KILOMETERS (5.0 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19 FROM
 CG0880'THE INTERCHANGE BRIDGE AT TUMACACORI, AT THE PECK CANYON ROAD
 CG0880'OVERPASS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHERN OF
 CG0880'TWO PIERS BETWEEN THE HIGHWAY LANES, 1.6 METERS (5.1 FEET) ABOVE
 CG0880'THE GROUND.
 CG0880'THE MARK IS 1 M ABOVE THE HIGHWAY.
 CG0880
 CG0880                          STATION RECOVERY (1998)
 CG0880
 CG0880'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0431 ***********************************************************************
 DT0431  DESIGNATION -  J 43
 DT0431  PID         -  DT0431
 DT0431  STATE/COUNTY-  AZ/NAVAJO
 DT0431  USGS QUAD   -  WHITERIVER (1984)
 DT0431
 DT0431                         *CURRENT SURVEY CONTROL
 DT0431  ___________________________________________________________________
 DT0431* NAD 83(1986)-  33 49 46.     (N)    109 58 11.     (W)     SCALED    
 DT0431* NAVD 88     -      1596.948  (meters)    5239.32   (feet)  ADJUSTED  
 DT0431  ___________________________________________________________________
 DT0431  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 DT0431  DYNAMIC HT  -        1594.619 (meters)    5231.68  (feet)  COMP
 DT0431  MODELED GRAV-     979,121.6   (mgal)                       NAVD 88
 DT0431
 DT0431  VERT ORDER  -  FIRST     CLASS II
 DT0431
 DT0431.The horizontal coordinates were scaled from a topographic map and have
 DT0431.an estimated accuracy of +/- 6 seconds.
 DT0431
 DT0431.The orthometric height was determined by differential leveling
 DT0431.and adjusted in June 1991.
 DT0431
 DT0431.The geoid height was determined by GEOID03.
 DT0431
 DT0431.The dynamic height is computed by dividing the NAVD 88
 DT0431.geopotential number by the normal gravity value computed on the
 DT0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0431.degrees latitude (g = 980.6199 gals.).
 DT0431
 DT0431.The modeled gravity was interpolated from observed gravity values.
 DT0431
 DT0431;                    North         East    Units  Estimated Accuracy
 DT0431;SPC AZ E     -   313,760.      231,590.      MT  (+/- 180 meters Scaled)
 DT0431
 DT0431                          SUPERSEDED SURVEY CONTROL
 DT0431
 DT0431  NGVD 29 (??/??/92) 1596.212  (m)         5236.91   (f) ADJ UNCH    1 2
 DT0431
 DT0431.Superseded values are not recommended for survey control.
 DT0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0431.See file dsdata.txt to determine how the superseded data were derived.
 DT0431
 DT0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC953437(NAD 83)
 DT0431_MARKER: DB = BENCH MARK DISK
 DT0431_SETTING: 66 = SET IN ROCK OUTCROP
 DT0431_SP_SET: ROCK OUTCROP
 DT0431_STAMPING: J 43 1934
 DT0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0431+STABILITY: POSITION/ELEVATION WELL
 DT0431
 DT0431  HISTORY     - Date     Condition        Report By
 DT0431  HISTORY     - 1934     MONUMENTED       CGS
 DT0431  HISTORY     - 1966     MARK NOT FOUND   USGS
 DT0431
 DT0431                          STATION DESCRIPTION
 DT0431
 DT0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0431'0.5 MI SW FROM WHITERIVER.
 DT0431'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 73, FROM WHITERIVER, NAVAJO
 DT0431'COUNTY, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 50 YARDS WEST
 DT0431'OF A ROW OF POLES, AND IN THE TOP OF THE NORTH EDGE OF A LARGE ROCK
 DT0431'OUTCROP.  A STANDARD DISK, STAMPED J 43 1934.  NOTE-- THE HIGHWAY
 DT0431'ALIGNMENT WAS CHANGED IN THIS AREA SINCE 1934.
 DT0431
 DT0431                          STATION RECOVERY (1966)
 DT0431
 DT0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DT0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0840 ***********************************************************************
 CG0840  DESIGNATION -  J 430
 CG0840  PID         -  CG0840
 CG0840  STATE/COUNTY-  AZ/PIMA
 CG0840  USGS QUAD   -  MESCAL (1983)
 CG0840
 CG0840                         *CURRENT SURVEY CONTROL
 CG0840  ___________________________________________________________________
 CG0840* NAD 83(1986)-  31 58 07.     (N)    110 28 29.     (W)     SCALED    
 CG0840* NAVD 88     -      1230.634  (meters)    4037.51   (feet)  ADJUSTED  
 CG0840  ___________________________________________________________________
 CG0840  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CG0840  DYNAMIC HT  -        1228.804 (meters)    4031.50  (feet)  COMP
 CG0840  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 CG0840  OBS GRAVITY -     979,109.3   (mgal)                       GRAV_OBS
 CG0840
 CG0840  VERT ORDER  -  FIRST     CLASS II
 CG0840
 CG0840.The horizontal coordinates were scaled from a topographic map and have
 CG0840.an estimated accuracy of +/- 6 seconds.
 CG0840
 CG0840.The orthometric height was determined by differential leveling
 CG0840.and adjusted in June 1991.
 CG0840
 CG0840.The geoid height was determined by GEOID03.
 CG0840
 CG0840.The dynamic height is computed by dividing the NAVD 88
 CG0840.geopotential number by the normal gravity value computed on the
 CG0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0840.degrees latitude (g = 980.6199 gals.).
 CG0840
 CG0840.The modeled gravity was interpolated from observed gravity values.
 CG0840.The observed gravity was obtained from relative gravimeter ties
 CG0840.to the IGSN71 gravity network.
 CG0840
 CG0840;                    North         East    Units  Estimated Accuracy
 CG0840;SPC AZ C     -   108,300.      349,650.      MT  (+/- 180 meters Scaled)
 CG0840
 CG0840                          SUPERSEDED SURVEY CONTROL
 CG0840
 CG0840.No superseded survey control is available for this station.
 CG0840
 CG0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA496370(NAD 83)
 CG0840_MARKER: I = METAL ROD
 CG0840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0840_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0840_STAMPING: J 430 1979
 CG0840_PROJECTION: FLUSH
 CG0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0840+STABILITY: POSITION/ELEVATION WELL
 CG0840_ROD/PIPE-DEPTH: 5.79 meters
 CG0840
 CG0840  HISTORY     - Date     Condition        Report By
 CG0840  HISTORY     - 1979     MONUMENTED       NGS
 CG0840  HISTORY     - 19960217 GOOD             USPSQD
 CG0840
 CG0840                          STATION DESCRIPTION
 CG0840
 CG0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0840'10.6 MI WEST FROM BENSON.
 CG0840'10.6 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0840'OVERPASS AT BENSON, 0.25 MILE WEST OF MILE POST 295, 95 FEET SOUTH OF
 CG0840'THE CENTERLINE OF THE EASTBOUND LANES, 34.5 FEET WEST OF WOODEN POLE
 CG0840'NUMBER L5, 18.5 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND METAL
 CG0840'GATE AND 5 FEET NORTH OF A WIRE FENCE.
 CG0840'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CG0840'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES.
 CG0840
 CG0840                          STATION RECOVERY (1996)
 CG0840
 CG0840'RECOVERY NOTE BY US POWER SQUADRON 1996
 CG0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0674 ***********************************************************************
 CY0674  DESIGNATION -  J 431
 CY0674  PID         -  CY0674
 CY0674  STATE/COUNTY-  AZ/COCHISE
 CY0674  USGS QUAD   -  OLGA (1974)
 CY0674
 CY0674                         *CURRENT SURVEY CONTROL
 CY0674  ___________________________________________________________________
 CY0674* NAD 83(1986)-  32 18 00.     (N)    109 21 51.     (W)     SCALED    
 CY0674* NAVD 88     -      1109.161  (meters)    3638.97   (feet)  ADJUSTED  
 CY0674  ___________________________________________________________________
 CY0674  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0674  DYNAMIC HT  -        1107.531 (meters)    3633.62  (feet)  COMP
 CY0674  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 CY0674
 CY0674  VERT ORDER  -  FIRST     CLASS II
 CY0674
 CY0674.The horizontal coordinates were scaled from a topographic map and have
 CY0674.an estimated accuracy of +/- 6 seconds.
 CY0674
 CY0674.The orthometric height was determined by differential leveling
 CY0674.and adjusted in June 1991.
 CY0674
 CY0674.The geoid height was determined by GEOID03.
 CY0674
 CY0674.The dynamic height is computed by dividing the NAVD 88
 CY0674.geopotential number by the normal gravity value computed on the
 CY0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0674.degrees latitude (g = 980.6199 gals.).
 CY0674
 CY0674.The modeled gravity was interpolated from observed gravity values.
 CY0674
 CY0674;                    North         East    Units  Estimated Accuracy
 CY0674;SPC AZ E     -   144,410.      288,940.      MT  (+/- 180 meters Scaled)
 CY0674
 CY0674                          SUPERSEDED SURVEY CONTROL
 CY0674
 CY0674.No superseded survey control is available for this station.
 CY0674
 CY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA540748(NAD 83)
 CY0674_MARKER: I = METAL ROD
 CY0674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0674_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0674_STAMPING: J 431 1979
 CY0674_PROJECTION: FLUSH
 CY0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0674+STABILITY: POSITION/ELEVATION WELL
 CY0674_ROD/PIPE-DEPTH: 9.6  meters
 CY0674_SLEEVE-DEPTH  : 8.4 meters
 CY0674
 CY0674  HISTORY     - Date     Condition        Report By
 CY0674  HISTORY     - 1979     MONUMENTED       NGS
 CY0674
 CY0674                          STATION DESCRIPTION
 CY0674
 CY0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0674'11.9 KM EAST FROM BOWIE.
 CY0674'11.9 KILOMETERS (7.5 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0674'FROM THE STATION AT BOWIE, 0.2 KILOMETER (0.1 MILE) WEST OF RAILROAD
 CY0674'MILE POST 1105, AT INTERSTATE HIGHWAY 10 MILE POST 372, SET ON THE
 CY0674'RIGHT-OF-WAY FENCE LINE BETWEEN THE WESTBOUND LANES AND THE
 CY0674'FRONTAGE ROAD, 19.5 METERS (64 FEET) SOUTH OF THE CENTERLINE OF THE
 CY0674'FRONTAGE ROAD, 33.5 METERS (110 FEET) NORTHWEST OF THE INTERSTATE 10
 CY0674'MILE POST, 21.9 METERS (72 FEET) NORTH OF THE CENTERLINE OF THE
 CY0674'WESTBOUND LANES OF INTERSTATE 10 AND 17.0 METERS (56 FEET) SOUTHEAST
 CY0674'OF THE SOUTHEAST END OF A CONCRETE CULVERT AND STATE SURVEY MARK
 CY0674'3764+00.
 CY0674'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0674'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0689 ***********************************************************************
 CY0689  DESIGNATION -  J 436
 CY0689  PID         -  CY0689
 CY0689  STATE/COUNTY-  AZ/GRAHAM
 CY0689  USGS QUAD   -  MONK DRAW (1979)
 CY0689
 CY0689                         *CURRENT SURVEY CONTROL
 CY0689  ___________________________________________________________________
 CY0689* NAD 83(1986)-  32 29 20.     (N)    109 40 24.     (W)     SCALED    
 CY0689* NAVD 88     -      1358.703  (meters)    4457.68   (feet)  ADJUSTED  
 CY0689  ___________________________________________________________________
 CY0689  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CY0689  DYNAMIC HT  -        1356.684 (meters)    4451.05  (feet)  COMP
 CY0689  MODELED GRAV-     979,105.2   (mgal)                       NAVD 88
 CY0689
 CY0689  VERT ORDER  -  FIRST     CLASS II
 CY0689
 CY0689.The horizontal coordinates were scaled from a topographic map and have
 CY0689.an estimated accuracy of +/- 6 seconds.
 CY0689
 CY0689.The orthometric height was determined by differential leveling
 CY0689.and adjusted in June 1991.
 CY0689
 CY0689.The geoid height was determined by GEOID03.
 CY0689
 CY0689.The dynamic height is computed by dividing the NAVD 88
 CY0689.geopotential number by the normal gravity value computed on the
 CY0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0689.degrees latitude (g = 980.6199 gals.).
 CY0689
 CY0689.The modeled gravity was interpolated from observed gravity values.
 CY0689
 CY0689;                    North         East    Units  Estimated Accuracy
 CY0689;SPC AZ E     -   165,180.      259,720.      MT  (+/- 180 meters Scaled)
 CY0689
 CY0689                          SUPERSEDED SURVEY CONTROL
 CY0689
 CY0689.No superseded survey control is available for this station.
 CY0689
 CY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA246954(NAD 83)
 CY0689_MARKER: DB = BENCH MARK DISK
 CY0689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0689_SP_SET: STAINLESS STEEL ROD
 CY0689_STAMPING: J 436 1979
 CY0689_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0689_ROD/PIPE-DEPTH: 5.18 meters
 CY0689
 CY0689  HISTORY     - Date     Condition        Report By
 CY0689  HISTORY     - 1979     MONUMENTED       NGS
 CY0689  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0689
 CY0689                          STATION DESCRIPTION
 CY0689
 CY0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0689'24.0 MI SOUTH FROM SAFFORD.
 CY0689'24.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0689'HIGHWAY 70 IN SAFFORD, ON TOP OF AND AT THE MIDDLE OF A LOW HIGHWAY
 CY0689'CUT, 0.1 MILE SOUTH OF A LARGE BOX CULVERT FOR A WASH, 99 FEET EAST OF
 CY0689'THE CENTERLINE OF THE HIGHWAY, 83 FEET EAST OF MILE POST 97 ON THE
 CY0689'EAST SIDE OF THE HIGHWAY, 16.5 FEET NORTH OF ARIZONA DOT BENCH MARK
 CY0689'1569-K AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE ROD WAS
 CY0689'DRIVEN TO REFUSAL.
 CY0689'THE MARK IS 3 FT  S FROM A WITNESS POST.
 CY0689'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 CY0689
 CY0689                          STATION RECOVERY (2008)
 CY0689
 CY0689'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0689'THE HIGHWAY IS IN THE PROCESS OF BEING IMPROVED TO A FOUR-LANE HIGHWAY
 CY0689'WITH MEDIAN AT THIS LOCATION. THE NEW NORTHBOUND LANES HAVE BEEN ADDED
 CY0689'ON THE EAST SIDE OF THE ORIGINAL HIGHWAY, NEAR THE APPROXIMATE
 CY0689'LOCATION OF THE FORMER EAST SIDE RIGHT-OF-WAY FENCE. THERE IS
 CY0689'VIRTUALLY NO CHANCE THE MARK HAS SURVIVED THE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1152 ***********************************************************************
 DU1152  DESIGNATION -  J 437
 DU1152  PID         -  DU1152
 DU1152  STATE/COUNTY-  AZ/GILA
 DU1152  USGS QUAD   -  CUTTER (1979)
 DU1152
 DU1152                         *CURRENT SURVEY CONTROL
 DU1152  ___________________________________________________________________
 DU1152* NAD 83(1986)-  33 21 01.     (N)    110 38 28.     (W)     SCALED    
 DU1152* NAVD 88     -       956.460  (meters)    3137.99   (feet)  ADJUSTED  
 DU1152  ___________________________________________________________________
 DU1152  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DU1152  DYNAMIC HT  -         955.170 (meters)    3133.75  (feet)  COMP
 DU1152  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 DU1152
 DU1152  VERT ORDER  -  FIRST     CLASS II
 DU1152
 DU1152.The horizontal coordinates were scaled from a topographic map and have
 DU1152.an estimated accuracy of +/- 6 seconds.
 DU1152
 DU1152.The orthometric height was determined by differential leveling
 DU1152.and adjusted in June 1991.
 DU1152
 DU1152.The geoid height was determined by GEOID03.
 DU1152
 DU1152.The dynamic height is computed by dividing the NAVD 88
 DU1152.geopotential number by the normal gravity value computed on the
 DU1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1152.degrees latitude (g = 980.6199 gals.).
 DU1152
 DU1152.The modeled gravity was interpolated from observed gravity values.
 DU1152
 DU1152;                    North         East    Units  Estimated Accuracy
 DU1152;SPC AZ E     -   260,700.      169,200.      MT  (+/- 180 meters Scaled)
 DU1152
 DU1152                          SUPERSEDED SURVEY CONTROL
 DU1152
 DU1152.No superseded survey control is available for this station.
 DU1152
 DU1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB333901(NAD 83)
 DU1152_MARKER: DB = BENCH MARK DISK
 DU1152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1152_SP_SET: STAINLESS STEEL ROD
 DU1152_STAMPING: J 437 1979
 DU1152_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1152+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1152_ROD/PIPE-DEPTH: 7.5  meters
 DU1152
 DU1152  HISTORY     - Date     Condition        Report By
 DU1152  HISTORY     - 1979     MONUMENTED       NGS
 DU1152  HISTORY     - 20081008 GOOD             GEOCAC
 DU1152
 DU1152                          STATION DESCRIPTION
 DU1152
 DU1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1152'13.3 KM SE FROM GLOBE.
 DU1152'13.3 KILOMETERS (8.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1152'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.1 KILOMETER (0.05 MILE)
 DU1152'SOUTHEAST OF HIGHWAY MILE POST 260, 30.2 METERS (99 FEET) NORTHEAST
 DU1152'OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28 FEET) NORTHWEST OF
 DU1152'THE CENTERLINE OF A DIRT DRIVE LEADING NORTHEAST TO A ONE-STORY
 DU1152'BRICK RANCH HOUSE, 2.7 METERS (9 FEET) NORTHWEST OF A SOUTHEAST
 DU1152'CORNER POST IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FOOT)
 DU1152'SOUTHWEST OF THE FENCE.
 DU1152'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DU1152'THE MARK IS 1 M BELOW THE HIGHWAY.
 DU1152
 DU1152                          STATION RECOVERY (2008)
 DU1152
 DU1152'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1152'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1152'21.026' W110  38.444'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1120 ***********************************************************************
 DU1120  DESIGNATION -  J 438
 DU1120  PID         -  DU1120
 DU1120  STATE/COUNTY-  AZ/GRAHAM
 DU1120  USGS QUAD   -  CALVA (1989)
 DU1120
 DU1120                         *CURRENT SURVEY CONTROL
 DU1120  ___________________________________________________________________
 DU1120* NAD 83(1986)-  33 13 26.     (N)    110 13 36.     (W)     SCALED    
 DU1120* NAVD 88     -       857.903  (meters)    2814.64   (feet)  ADJUSTED  
 DU1120  ___________________________________________________________________
 DU1120  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU1120  DYNAMIC HT  -         856.740 (meters)    2810.82  (feet)  COMP
 DU1120  MODELED GRAV-     979,254.1   (mgal)                       NAVD 88
 DU1120
 DU1120  VERT ORDER  -  FIRST     CLASS II
 DU1120
 DU1120.The horizontal coordinates were scaled from a topographic map and have
 DU1120.an estimated accuracy of +/- 6 seconds.
 DU1120
 DU1120.The orthometric height was determined by differential leveling
 DU1120.and adjusted in June 1991.
 DU1120
 DU1120.The geoid height was determined by GEOID03.
 DU1120
 DU1120.The dynamic height is computed by dividing the NAVD 88
 DU1120.geopotential number by the normal gravity value computed on the
 DU1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1120.degrees latitude (g = 980.6199 gals.).
 DU1120
 DU1120.The modeled gravity was interpolated from observed gravity values.
 DU1120
 DU1120;                    North         East    Units  Estimated Accuracy
 DU1120;SPC AZ E     -   246,580.      207,770.      MT  (+/- 180 meters Scaled)
 DU1120
 DU1120                          SUPERSEDED SURVEY CONTROL
 DU1120
 DU1120.No superseded survey control is available for this station.
 DU1120
 DU1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB720763(NAD 83)
 DU1120_MARKER: DB = BENCH MARK DISK
 DU1120_SETTING: 66 = SET IN ROCK OUTCROP
 DU1120_SP_SET: ROCK OUTCROP
 DU1120_STAMPING: J 438 1979
 DU1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1120+STABILITY: POSITION/ELEVATION WELL
 DU1120
 DU1120  HISTORY     - Date     Condition        Report By
 DU1120  HISTORY     - 1979     MONUMENTED       NGS
 DU1120
 DU1120                          STATION DESCRIPTION
 DU1120
 DU1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1120'16.6 KM NW FROM BYLAS.
 DU1120'16.6 KILOMETERS (10.3 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1120'THE POST OFFICE IN BYLAS, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 DU1120'HIGHWAY MILE POST 286, SET IN THE TOP OF A BEDROCK LEDGE, 18.1 METERS
 DU1120'(59.5 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.4 METERS
 DU1120'(41 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE AND 9.8 METERS
 DU1120'(32 FEET) SOUTHEAST OF THE NORTHWEST EDGE OF THE LEDGE.
 DU1120'THE MARK IS 1 METERS  NE FROM A WITNESS POST.
 DU1120'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0732 ***********************************************************************
 CY0732  DESIGNATION -  J 439
 CY0732  PID         -  CY0732
 CY0732  STATE/COUNTY-  AZ/GRAHAM
 CY0732  USGS QUAD   -  THATCHER (1985)
 CY0732
 CY0732                         *CURRENT SURVEY CONTROL
 CY0732  ___________________________________________________________________
 CY0732* NAD 83(1986)-  32 52 28.     (N)    109 48 02.     (W)     SCALED    
 CY0732* NAVD 88     -       871.638  (meters)    2859.70   (feet)  ADJUSTED  
 CY0732  ___________________________________________________________________
 CY0732  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CY0732  DYNAMIC HT  -         870.422 (meters)    2855.71  (feet)  COMP
 CY0732  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 CY0732
 CY0732  VERT ORDER  -  FIRST     CLASS II
 CY0732
 CY0732.The horizontal coordinates were scaled from a topographic map and have
 CY0732.an estimated accuracy of +/- 6 seconds.
 CY0732
 CY0732.The orthometric height was determined by differential leveling
 CY0732.and adjusted in June 1991.
 CY0732
 CY0732.The geoid height was determined by GEOID03.
 CY0732
 CY0732.The dynamic height is computed by dividing the NAVD 88
 CY0732.geopotential number by the normal gravity value computed on the
 CY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0732.degrees latitude (g = 980.6199 gals.).
 CY0732
 CY0732.The modeled gravity was interpolated from observed gravity values.
 CY0732
 CY0732;                    North         East    Units  Estimated Accuracy
 CY0732;SPC AZ E     -   207,890.      247,620.      MT  (+/- 180 meters Scaled)
 CY0732
 CY0732                          SUPERSEDED SURVEY CONTROL
 CY0732
 CY0732.No superseded survey control is available for this station.
 CY0732
 CY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB122380(NAD 83)
 CY0732_MARKER: DB = BENCH MARK DISK
 CY0732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0732_SP_SET: STAINLESS STEEL ROD
 CY0732_STAMPING: J 439 1979
 CY0732_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0732_ROD/PIPE-DEPTH: 7.62 meters
 CY0732
 CY0732  HISTORY     - Date     Condition        Report By
 CY0732  HISTORY     - 1979     MONUMENTED       NGS
 CY0732
 CY0732                          STATION DESCRIPTION
 CY0732
 CY0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0732'2.1 MI SE FROM PIMA.
 CY0732'2.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0732'PIMA, 0.05 MILE NORTHWEST OF HIGHWAY MILE POST 333, 52 FEET NORTHEAST
 CY0732'OF THE CENTERLINE OF THE HIGHWAY, 25.5 FEET SOUTH OF THE CENTERLINE
 CY0732'OF A PAVED ROAD LEADING EAST, 1.5 FEET EAST OF A NORTHWEST CORNER
 CY0732'POST IN THE CHAIN LINK RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF THE
 CY0732'EAST-WEST BARBED WIRE FENCE LINE.
 CY0732'THE MARK IS 3 FT  W FROM A WITNESS POST.
 CY0732'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0022 ***********************************************************************
 DU0022  DESIGNATION -  J 44
 DU0022  PID         -  DU0022
 DU0022  STATE/COUNTY-  AZ/GILA
 DU0022  USGS QUAD   -  SONTAG CREEK (1979)
 DU0022
 DU0022                         *CURRENT SURVEY CONTROL
 DU0022  ___________________________________________________________________
 DU0022* NAD 83(1986)-  33 36 30.     (N)    110 20 41.     (W)     SCALED    
 DU0022* NAVD 88     -      1820.538  (meters)    5972.88   (feet)  ADJUSTED  
 DU0022  ___________________________________________________________________
 DU0022  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU0022  DYNAMIC HT  -        1817.852 (meters)    5964.07  (feet)  COMP
 DU0022  MODELED GRAV-     979,096.0   (mgal)                       NAVD 88
 DU0022
 DU0022  VERT ORDER  -  FIRST     CLASS II
 DU0022
 DU0022.The horizontal coordinates were scaled from a topographic map and have
 DU0022.an estimated accuracy of +/- 6 seconds.
 DU0022
 DU0022.The orthometric height was determined by differential leveling
 DU0022.and adjusted in June 1991.
 DU0022
 DU0022.The geoid height was determined by GEOID03.
 DU0022
 DU0022.The dynamic height is computed by dividing the NAVD 88
 DU0022.geopotential number by the normal gravity value computed on the
 DU0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0022.degrees latitude (g = 980.6199 gals.).
 DU0022
 DU0022.The modeled gravity was interpolated from observed gravity values.
 DU0022
 DU0022;                    North         East    Units  Estimated Accuracy
 DU0022;SPC AZ E     -   289,230.      196,840.      MT  (+/- 180 meters Scaled)
 DU0022
 DU0022                          SUPERSEDED SURVEY CONTROL
 DU0022
 DU0022  NGVD 29 (??/??/92) 1819.823  (m)         5970.54   (f) ADJ UNCH    1 2
 DU0022
 DU0022.Superseded values are not recommended for survey control.
 DU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0022.See file dsdata.txt to determine how the superseded data were derived.
 DU0022
 DU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC607189(NAD 83)
 DU0022_MARKER: DB = BENCH MARK DISK
 DU0022_SETTING: 66 = SET IN ROCK OUTCROP
 DU0022_SP_SET: LIMESTONE LEDGE
 DU0022_STAMPING: J 44 1934
 DU0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0022+STABILITY: POSITION/ELEVATION WELL
 DU0022
 DU0022  HISTORY     - Date     Condition        Report By
 DU0022  HISTORY     - 1934     MONUMENTED       CGS
 DU0022
 DU0022                          STATION DESCRIPTION
 DU0022
 DU0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0022'28.0 MI NE FROM SAN CARLOS.
 DU0022'28.0 MILES NORTHEAST ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA
 DU0022'COUNTY, 3.6 MILES NORTHEAST OF HILL TOP STATION, AT THE FOOT OF A
 DU0022'SMALL GRADE, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4
 DU0022'FEET WEST OF A ROW OF POLES, AND IN THE TOP OF A LARGE FLAT LIMESTONE
 DU0022'LEDGE.  A STANDARD DISK, STAMPED J 44 1934.  NOTE-- 40 FEET NORTH OF
 DU0022'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0008 ***********************************************************************
 ES0008  DESIGNATION -  J 45
 ES0008  PID         -  ES0008
 ES0008  STATE/COUNTY-  AZ/NAVAJO
 ES0008  USGS QUAD   -  FLATTOP HILL (1970)
 ES0008
 ES0008                         *CURRENT SURVEY CONTROL
 ES0008  ___________________________________________________________________
 ES0008* NAD 83(1986)-  34 39 13.     (N)    110 08 49.     (W)     SCALED    
 ES0008* NAVD 88     -      1729.273  (meters)    5673.46   (feet)  ADJUSTED  
 ES0008  ___________________________________________________________________
 ES0008  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0008  DYNAMIC HT  -        1726.823 (meters)    5665.42  (feet)  COMP
 ES0008  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 ES0008
 ES0008  VERT ORDER  -  FIRST     CLASS II
 ES0008
 ES0008.The horizontal coordinates were scaled from a topographic map and have
 ES0008.an estimated accuracy of +/- 6 seconds.
 ES0008
 ES0008.The orthometric height was determined by differential leveling
 ES0008.and adjusted in June 1991.
 ES0008
 ES0008.The geoid height was determined by GEOID03.
 ES0008
 ES0008.The dynamic height is computed by dividing the NAVD 88
 ES0008.geopotential number by the normal gravity value computed on the
 ES0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0008.degrees latitude (g = 980.6199 gals.).
 ES0008
 ES0008.The modeled gravity was interpolated from observed gravity values.
 ES0008
 ES0008;                    North         East    Units  Estimated Accuracy
 ES0008;SPC AZ E     -   405,150.      215,170.      MT  (+/- 180 meters Scaled)
 ES0008
 ES0008                          SUPERSEDED SURVEY CONTROL
 ES0008
 ES0008  NGVD 29 (??/??/92) 1728.411  (m)         5670.63   (f) ADJ UNCH    1 2
 ES0008
 ES0008.Superseded values are not recommended for survey control.
 ES0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0008.See file dsdata.txt to determine how the superseded data were derived.
 ES0008
 ES0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD781349(NAD 83)
 ES0008_MARKER: DB = BENCH MARK DISK
 ES0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0008_STAMPING: J-45 1934
 ES0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0008+STABILITY: SURFACE MOTION
 ES0008
 ES0008  HISTORY     - Date     Condition        Report By
 ES0008  HISTORY     - 1934     MONUMENTED       CGS
 ES0008  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0008
 ES0008                          STATION DESCRIPTION
 ES0008
 ES0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0008'14.8 MI N FROM SNOW FLAKE.
 ES0008'14.8 MILES NORTH OF, ALONG APACHE RAILROAD.  1 POLE NORTH OF MILE POST
 ES0008'NO. 20. 35 FT. NORTH OF WOODEN BOX CULVERT.  55 FT. EAST OF CENTER
 ES0008'LINE OF TRACK.  CONCRETE POST 10 INCHES ABOVE THE SURFACE OF THE
 ES0008'GROUND.
 ES0008
 ES0008                          STATION RECOVERY (1983)
 ES0008
 ES0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0270 ***********************************************************************
 ER0270  DESIGNATION -  J 46
 ER0270  PID         -  ER0270
 ER0270  STATE/COUNTY-  AZ/NAVAJO
 ER0270  USGS QUAD   -  LAKESIDE (1984)
 ER0270
 ER0270                         *CURRENT SURVEY CONTROL
 ER0270  ___________________________________________________________________
 ER0270* NAD 83(1986)-  34 08 30.     (N)    109 53 43.     (W)     SCALED    
 ER0270* NAVD 88     -      2194.236  (meters)    7198.92   (feet)  ADJUSTED  
 ER0270  ___________________________________________________________________
 ER0270  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 ER0270  DYNAMIC HT  -        2190.851 (meters)    7187.82  (feet)  COMP
 ER0270  MODELED GRAV-     979,014.0   (mgal)                       NAVD 88
 ER0270
 ER0270  VERT ORDER  -  FIRST     CLASS II
 ER0270
 ER0270.The horizontal coordinates were scaled from a topographic map and have
 ER0270.an estimated accuracy of +/- 6 seconds.
 ER0270
 ER0270.The orthometric height was determined by differential leveling
 ER0270.and adjusted in June 1991.
 ER0270
 ER0270.The geoid height was determined by GEOID03.
 ER0270
 ER0270.The dynamic height is computed by dividing the NAVD 88
 ER0270.geopotential number by the normal gravity value computed on the
 ER0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0270.degrees latitude (g = 980.6199 gals.).
 ER0270
 ER0270.The modeled gravity was interpolated from observed gravity values.
 ER0270
 ER0270;                    North         East    Units  Estimated Accuracy
 ER0270;SPC AZ E     -   348,400.      238,390.      MT  (+/- 180 meters Scaled)
 ER0270
 ER0270                          SUPERSEDED SURVEY CONTROL
 ER0270
 ER0270  NGVD 29 (??/??/92) 2193.287  (m)         7195.81   (f) ADJ UNCH    1 2
 ER0270
 ER0270.Superseded values are not recommended for survey control.
 ER0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0270.See file dsdata.txt to determine how the superseded data were derived.
 ER0270
 ER0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC018784(NAD 83)
 ER0270_MARKER: DB = BENCH MARK DISK
 ER0270_SETTING: 66 = SET IN ROCK OUTCROP
 ER0270_SP_SET: OUTCROP
 ER0270_STAMPING: J 46 1934
 ER0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0270+STABILITY: POSITION/ELEVATION WELL
 ER0270
 ER0270  HISTORY     - Date     Condition        Report By
 ER0270  HISTORY     - 1934     MONUMENTED       CGS
 ER0270  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0270
 ER0270                          STATION DESCRIPTION
 ER0270
 ER0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0270'6.3 MI N FROM MCNARY.
 ER0270'6.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., 4.4 MILES SOUTH
 ER0270'OF SPONSELLAR SIDING, 61 FT. WEST OF CENTER LINE OF TRACK, 31 FT. EAST
 ER0270'OF TELEGRAPH LINE, 28 FT. SOUTH OF MILE POLE 66, AND 8 FT. WEST OF
 ER0270'ROCK CAIRN, IN BASALT OUTCROP.
 ER0270
 ER0270                          STATION RECOVERY (1983)
 ER0270
 ER0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1211 ***********************************************************************
 DA1211  DESIGNATION -  J 469
 DA1211  PID         -  DA1211
 DA1211  STATE/COUNTY-  AZ/PIMA
 DA1211  USGS QUAD   -  AJO NORTH (1990)
 DA1211
 DA1211                         *CURRENT SURVEY CONTROL
 DA1211  ___________________________________________________________________
 DA1211* NAD 83(1986)-  32 26 18.     (N)    112 50 33.     (W)     SCALED    
 DA1211* NAVD 88     -       450.101  (meters)    1476.71   (feet)  ADJUSTED  
 DA1211  ___________________________________________________________________
 DA1211  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA1211  DYNAMIC HT  -         449.533 (meters)    1474.84  (feet)  COMP
 DA1211  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 DA1211
 DA1211  VERT ORDER  -  FIRST     CLASS II
 DA1211
 DA1211.The horizontal coordinates were scaled from a topographic map and have
 DA1211.an estimated accuracy of +/- 6 seconds.
 DA1211
 DA1211.The orthometric height was determined by differential leveling
 DA1211.and adjusted in June 1991.
 DA1211
 DA1211.The geoid height was determined by GEOID03.
 DA1211
 DA1211.The dynamic height is computed by dividing the NAVD 88
 DA1211.geopotential number by the normal gravity value computed on the
 DA1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1211.degrees latitude (g = 980.6199 gals.).
 DA1211
 DA1211.The modeled gravity was interpolated from observed gravity values.
 DA1211
 DA1211;                    North         East    Units  Estimated Accuracy
 DA1211;SPC AZ C     -   159,850.      126,300.      MT  (+/- 180 meters Scaled)
 DA1211
 DA1211                          SUPERSEDED SURVEY CONTROL
 DA1211
 DA1211.No superseded survey control is available for this station.
 DA1211
 DA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA267905(NAD 83)
 DA1211_MARKER: I = METAL ROD
 DA1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1211_SP_SET: STAINLESS STEEL ROD
 DA1211_STAMPING: J 469 1980
 DA1211_MARK LOGO: NGS   
 DA1211_PROJECTION: FLUSH
 DA1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1211+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1211_ROD/PIPE-DEPTH: 4.6  meters
 DA1211
 DA1211  HISTORY     - Date     Condition        Report By
 DA1211  HISTORY     - 1980     MONUMENTED       NGS
 DA1211  HISTORY     - 20060220 GOOD             USPSQD
 DA1211  HISTORY     - 20070603 GOOD             GEOCAC
 DA1211
 DA1211                          STATION DESCRIPTION
 DA1211
 DA1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1211'7.9 KM (4.9 MI) NE FROM AJO.
 DA1211'7.9 KM (4.9 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA1211'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.2 KM (0.1 MI)
 DA1211'SOUTHWEST OF A WATER WELL RECORDER AND A RAILWAY SIGN READING
 DA1211'-STATION ONE MILE, AT THE FIRST POWER LINE POLE NORTHEAST OF RAILWAY
 DA1211'MILEPOLE 39, IN LINE WITH A ROW OF POWER POLES, 17.2 METERS (56.5 FT)
 DA1211'SOUTHEAST OF THE SOUTHEAST RAIL, 8.2 METERS (27.0 FT) SOUTHEAST
 DA1211'OF THE CENTERLINE OF A DIRT ROAD, 1.5 METERS (5.0 FT) SOUTHWEST OF
 DA1211'POWER POLE NUMBER 98.
 DA1211'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA1211'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA1211
 DA1211                          STATION RECOVERY (2006)
 DA1211
 DA1211'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1211'RECOVERED AS DESCRIBED. WITNESS POST ON THE GROUND.
 DA1211
 DA1211                          STATION RECOVERY (2007)
 DA1211
 DA1211'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0234 ***********************************************************************
 ER0234  DESIGNATION -  J 47
 ER0234  PID         -  ER0234
 ER0234  STATE/COUNTY-  AZ/APACHE
 ER0234  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0234
 ER0234                         *CURRENT SURVEY CONTROL
 ER0234  ___________________________________________________________________
 ER0234* NAD 83(1986)-  34 16 08.     (N)    109 24 06.     (W)     SCALED    
 ER0234* NAVD 88     -      1909.994  (meters)    6266.37   (feet)  ADJUSTED  
 ER0234  ___________________________________________________________________
 ER0234  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 ER0234  DYNAMIC HT  -        1907.155 (meters)    6257.06  (feet)  COMP
 ER0234  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 ER0234
 ER0234  VERT ORDER  -  SECOND    CLASS 0
 ER0234
 ER0234.The horizontal coordinates were scaled from a topographic map and have
 ER0234.an estimated accuracy of +/- 6 seconds.
 ER0234
 ER0234.The orthometric height was determined by differential leveling
 ER0234.and adjusted in June 1991.
 ER0234
 ER0234.The geoid height was determined by GEOID03.
 ER0234
 ER0234.The dynamic height is computed by dividing the NAVD 88
 ER0234.geopotential number by the normal gravity value computed on the
 ER0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0234.degrees latitude (g = 980.6199 gals.).
 ER0234
 ER0234.The modeled gravity was interpolated from observed gravity values.
 ER0234
 ER0234;                    North         East    Units  Estimated Accuracy
 ER0234;SPC AZ E     -   362,740.      283,810.      MT  (+/- 180 meters Scaled)
 ER0234
 ER0234                          SUPERSEDED SURVEY CONTROL
 ER0234
 ER0234  NGVD 29 (??/??/92) 1909.130  (m)         6263.54   (f) ADJ UNCH    2 0
 ER0234
 ER0234.Superseded values are not recommended for survey control.
 ER0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0234.See file dsdata.txt to determine how the superseded data were derived.
 ER0234
 ER0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC471931(NAD 83)
 ER0234_MARKER: DB = BENCH MARK DISK
 ER0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0234_STAMPING: J 47 1934
 ER0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0234+STABILITY: SURFACE MOTION
 ER0234
 ER0234  HISTORY     - Date     Condition        Report By
 ER0234  HISTORY     - 1934     MONUMENTED       CGS
 ER0234  HISTORY     - 1971     GOOD             USGS
 ER0234
 ER0234                          STATION DESCRIPTION
 ER0234
 ER0234'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 ER0234'12 MI NNW FROM SPRINGERVILLE.
 ER0234'SPRINGERVILLE P. O. 4.8 MI NW OF ALONG US HWY 60, THENCE 7.2 MI NNW
 ER0234'FROM ALONG OLD US HWY 260, ABOUT 0.7 MI S OF RANCH HOUSE ABOUT 1/4 MI
 ER0234'W OF STOCK PONDS, 31 FT E OF CENTERLINE OF RD, 19 FT W OF FENCE, ON
 ER0234'TOP OF CONC POST PROJECTING 0.7 FT ABOVE GRD, A USC AND GS DISC
 ER0234'STAMPED J 47 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1191 ***********************************************************************
 DA1191  DESIGNATION -  J 470
 DA1191  PID         -  DA1191
 DA1191  STATE/COUNTY-  AZ/YUMA
 DA1191  USGS QUAD   -  MOHAWK (1982)
 DA1191
 DA1191                         *CURRENT SURVEY CONTROL
 DA1191  ___________________________________________________________________
 DA1191* NAD 83(1986)-  32 43 45.     (N)    113 45 09.     (W)     SCALED    
 DA1191* NAVD 88     -       170.335  (meters)     558.84   (feet)  ADJUSTED  
 DA1191  ___________________________________________________________________
 DA1191  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DA1191  DYNAMIC HT  -         170.143 (meters)     558.21  (feet)  COMP
 DA1191  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 DA1191
 DA1191  VERT ORDER  -  FIRST     CLASS II
 DA1191
 DA1191.The horizontal coordinates were scaled from a topographic map and have
 DA1191.an estimated accuracy of +/- 6 seconds.
 DA1191
 DA1191.The orthometric height was determined by differential leveling
 DA1191.and adjusted in June 1991.
 DA1191
 DA1191.The geoid height was determined by GEOID03.
 DA1191
 DA1191.The dynamic height is computed by dividing the NAVD 88
 DA1191.geopotential number by the normal gravity value computed on the
 DA1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1191.degrees latitude (g = 980.6199 gals.).
 DA1191
 DA1191.The modeled gravity was interpolated from observed gravity values.
 DA1191
 DA1191;                    North         East    Units  Estimated Accuracy
 DA1191;SPC AZ W     -   191,730.      213,130.      MT  (+/- 180 meters Scaled)
 DA1191
 DA1191                          SUPERSEDED SURVEY CONTROL
 DA1191
 DA1191.No superseded survey control is available for this station.
 DA1191
 DA1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB420246(NAD 83)
 DA1191_MARKER: DB = BENCH MARK DISK
 DA1191_SETTING: 66 = SET IN ROCK OUTCROP
 DA1191_SP_SET: ROCK OUTCROP
 DA1191_STAMPING: J 470 1981
 DA1191_MARK LOGO: NGS   
 DA1191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1191+STABILITY: POSITION/ELEVATION WELL
 DA1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA1191+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1191
 DA1191  HISTORY     - Date     Condition        Report By
 DA1191  HISTORY     - 1981     MONUMENTED       NGS
 DA1191  HISTORY     - 20090206 GOOD             GEOCAC
 DA1191
 DA1191                          STATION DESCRIPTION
 DA1191
 DA1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1191'19.25 KM (11.95 MI) NE FROM TACNA.
 DA1191'19.25 KM (11.95 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1191'OFFICE IN TACNA, 0.55 KM (0.35 MI) SOUTHWEST OF HIGHWAY MILEPOST 57,
 DA1191'SET IN TOP OF A ROCK OUTCROP, AT THE SOUTHEAST EDGE OF THE NORTHEAST
 DA1191'END OF A LONG ROCK CUT, 8.4 M (27.5 FT) NORTHWEST OF THE CENTERLINE
 DA1191'OF THE HIGHWAY, 68.6 M (225 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DA1191'CUT, 8.8 M (29.0 FT) SOUTHWEST OF THE CENTERLINE OF A SMAL ROCK WASH.
 DA1191'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 DA1191'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DA1191
 DA1191                          STATION RECOVERY (2009)
 DA1191
 DA1191'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1191'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DA1191'COORDINATES OF N 32 43' 45.4 W 113 45' 09.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0816 ***********************************************************************
 ET0816  DESIGNATION -  J 471
 ET0816  PID         -  ET0816
 ET0816  STATE/COUNTY-  AZ/MOHAVE
 ET0816  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0816
 ET0816                         *CURRENT SURVEY CONTROL
 ET0816  ___________________________________________________________________
 ET0816* NAD 83(1986)-  34 37 23.     (N)    113 50 07.     (W)     SCALED    
 ET0816* NAVD 88     -       905.250  (meters)    2969.97   (feet)  ADJUSTED  
 ET0816  ___________________________________________________________________
 ET0816  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0816  DYNAMIC HT  -         904.174 (meters)    2966.44  (feet)  COMP
 ET0816  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 ET0816
 ET0816  VERT ORDER  -  FIRST     CLASS II
 ET0816
 ET0816.The horizontal coordinates were scaled from a topographic map and have
 ET0816.an estimated accuracy of +/- 6 seconds.
 ET0816
 ET0816.The orthometric height was determined by differential leveling
 ET0816.and adjusted in June 1991.
 ET0816
 ET0816.The geoid height was determined by GEOID03.
 ET0816
 ET0816.The dynamic height is computed by dividing the NAVD 88
 ET0816.geopotential number by the normal gravity value computed on the
 ET0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0816.degrees latitude (g = 980.6199 gals.).
 ET0816
 ET0816.The modeled gravity was interpolated from observed gravity values.
 ET0816
 ET0816;                    North         East    Units  Estimated Accuracy
 ET0816;SPC AZ W     -   401,780.      205,540.      MT  (+/- 180 meters Scaled)
 ET0816
 ET0816                          SUPERSEDED SURVEY CONTROL
 ET0816
 ET0816.No superseded survey control is available for this station.
 ET0816
 ET0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD400348(NAD 83)
 ET0816_MARKER: DB = BENCH MARK DISK
 ET0816_SETTING: 66 = SET IN ROCK OUTCROP
 ET0816_SP_SET: ROCK OUTCROP
 ET0816_STAMPING: J 471 1981
 ET0816_MARK LOGO: NGS   
 ET0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0816+STABILITY: POSITION/ELEVATION WELL
 ET0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0816+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 ET0816
 ET0816  HISTORY     - Date     Condition        Report By
 ET0816  HISTORY     - 1981     MONUMENTED       NGS
 ET0816  HISTORY     - 20000814 GOOD             AZ-015
 ET0816
 ET0816                          STATION DESCRIPTION
 ET0816
 ET0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0816'41.3 KM (25.65 MI) SE FROM YUCCA.
 ET0816'41.3 KM (25.65 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0816'INTERSTATE HIGHWAY 40 IN YUCCA, 0.4 KM (0.25 MI) SOUTHEAST OF A DIRT
 ET0816'ROAD LEADING SOUTHWEST, 0.3 KM (0.2 MI) SOUTHEAST OF THE JUNCTION OF A
 ET0816'DIRT ROAD LEADING NORTHEAST, IN TOP OF A WHITE AND BROWN COLORED
 ET0816'OUTCROP, 26.7 METERS (87.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 ET0816'ROAD, 35.1 METERS (115 FT) NORTHWEST OF THE CENTERLINE OF A WASH, 5.5
 ET0816'METERS (18.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A SMALL GROUP OF
 ET0816'ROCKS.
 ET0816'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ET0816'THE MARK IS 0.6 M ABOVE THE ROAD.
 ET0816
 ET0816                          STATION RECOVERY (2000)
 ET0816
 ET0816'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CRB)
 ET0816'RECOVERED BY MOHAVE COUNTY SURVEY CREW
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1308 ***********************************************************************
 DU1308  DESIGNATION -  J 473
 DU1308  PID         -  DU1308
 DU1308  STATE/COUNTY-  AZ/MARICOPA
 DU1308  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU1308
 DU1308                         *CURRENT SURVEY CONTROL
 DU1308  ___________________________________________________________________
 DU1308* NAD 83(1986)-  33 31 53.     (N)    111 22 50.     (W)     SCALED    
 DU1308* NAVD 88     -       584.596  (meters)    1917.96   (feet)  ADJUSTED  
 DU1308  ___________________________________________________________________
 DU1308  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DU1308  DYNAMIC HT  -         583.857 (meters)    1915.54  (feet)  COMP
 DU1308  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 DU1308
 DU1308  VERT ORDER  -  FIRST     CLASS II
 DU1308
 DU1308.The horizontal coordinates were scaled from a topographic map and have
 DU1308.an estimated accuracy of +/- 6 seconds.
 DU1308
 DU1308.The orthometric height was determined by differential leveling
 DU1308.and adjusted in June 1991.
 DU1308
 DU1308.The geoid height was determined by GEOID03.
 DU1308
 DU1308.The dynamic height is computed by dividing the NAVD 88
 DU1308.geopotential number by the normal gravity value computed on the
 DU1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1308.degrees latitude (g = 980.6199 gals.).
 DU1308
 DU1308.The modeled gravity was interpolated from observed gravity values.
 DU1308
 DU1308;                    North         East    Units  Estimated Accuracy
 DU1308;SPC AZ C     -   280,810.      263,150.      MT  (+/- 180 meters Scaled)
 DU1308
 DU1308                          SUPERSEDED SURVEY CONTROL
 DU1308
 DU1308.No superseded survey control is available for this station.
 DU1308
 DU1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC646102(NAD 83)
 DU1308_MARKER: DB = BENCH MARK DISK
 DU1308_SETTING: 66 = SET IN ROCK OUTCROP
 DU1308_SP_SET: ROCK OUTCROP
 DU1308_STAMPING: J 473 1980
 DU1308_MARK LOGO: NGS   
 DU1308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1308+STABILITY: POSITION/ELEVATION WELL
 DU1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1308+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DU1308
 DU1308  HISTORY     - Date     Condition        Report By
 DU1308  HISTORY     - 1980     MONUMENTED       NGS
 DU1308  HISTORY     - 20070512 GOOD             GEOCAC
 DU1308  HISTORY     - 20081008 GOOD             GEOCAC
 DU1308
 DU1308                          STATION DESCRIPTION
 DU1308
 DU1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1308'1.1 KM (0.7 MI) NE FROM TORTILLA FLAT.
 DU1308'1.1 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU1308'AT TORTILLA FLAT, 0.1 KM (0.05 MI) NORTHEAST OF HIGHWAY MILEPOST 214,
 DU1308'AT THE NORTHWEST END OF A SHARP CURVE AROUND A HIGH TENSION POWER LINE
 DU1308'TOWER, IN TOP OF A ROCK OUTCROP, 10.4 METERS (34.0 FT) NORTHEAST
 DU1308'OF THE CENTERLINE OF THE HIGHWAY, 19.0 METERS (62.0 FT) EAST OF THE
 DU1308'NORTHEAST END OF A ROCK HEADWALL AT THE NORTH END OF A 60-CM (24-INCH)
 DU1308'STEEL PIPE CULVERT UNDER THE HIGHWAY, 18.6 METERS (61.0 FT) WEST OF
 DU1308'THE SOUTH LEG OF THE TOWER, 17.4 METERS (57.0 FT) SOUTHWEST OF THE
 DU1308'WEST LEG OF THE TOWER.
 DU1308'THE MARK IS 04 METERS  SE FROM A WITNESS POST.
 DU1308'THE MARK IS 0.75 M ABOVE THE HIGHWAY.
 DU1308
 DU1308                          STATION RECOVERY (2007)
 DU1308
 DU1308'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1308'RECOVERED IN GOOD CONDITION.
 DU1308
 DU1308                          STATION RECOVERY (2008)
 DU1308
 DU1308'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1308'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU1308'33 31.891' W 111
 DU1308'22.854'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1342 ***********************************************************************
 DU1342  DESIGNATION -  J 474
 DU1342  PID         -  DU1342
 DU1342  STATE/COUNTY-  AZ/MARICOPA
 DU1342  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1342
 DU1342                         *CURRENT SURVEY CONTROL
 DU1342  ___________________________________________________________________
 DU1342* NAD 83(1986)-  33 31 21.     (N)    111 58 23.     (W)     SCALED    
 DU1342* NAVD 88     -       445.329  (meters)    1461.05   (feet)  ADJUSTED  
 DU1342  ___________________________________________________________________
 DU1342  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1342  DYNAMIC HT  -         444.811 (meters)    1459.35  (feet)  COMP
 DU1342  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DU1342
 DU1342  VERT ORDER  -  FIRST     CLASS II
 DU1342
 DU1342.The horizontal coordinates were scaled from a topographic map and have
 DU1342.an estimated accuracy of +/- 6 seconds.
 DU1342
 DU1342.The orthometric height was determined by differential leveling
 DU1342.and adjusted in June 1991.
 DU1342
 DU1342.The geoid height was determined by GEOID03.
 DU1342
 DU1342.The dynamic height is computed by dividing the NAVD 88
 DU1342.geopotential number by the normal gravity value computed on the
 DU1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1342.degrees latitude (g = 980.6199 gals.).
 DU1342
 DU1342.The modeled gravity was interpolated from observed gravity values.
 DU1342
 DU1342;                    North         East    Units  Estimated Accuracy
 DU1342;SPC AZ C     -   279,700.      208,120.      MT  (+/- 180 meters Scaled)
 DU1342
 DU1342                          SUPERSEDED SURVEY CONTROL
 DU1342
 DU1342.No superseded survey control is available for this station.
 DU1342
 DU1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC096096(NAD 83)
 DU1342_MARKER: DB = BENCH MARK DISK
 DU1342_SETTING: 66 = SET IN ROCK OUTCROP
 DU1342_SP_SET: ROCK OUTCROP
 DU1342_STAMPING: J 474 1981
 DU1342_MARK LOGO: NGS   
 DU1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1342+STABILITY: POSITION/ELEVATION WELL
 DU1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1342+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU1342
 DU1342  HISTORY     - Date     Condition        Report By
 DU1342  HISTORY     - 1981     MONUMENTED       NGS
 DU1342  HISTORY     - 1982     GOOD             AZDT
 DU1342  HISTORY     - 20060827 GOOD             GEOCAC
 DU1342
 DU1342                          STATION DESCRIPTION
 DU1342
 DU1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1342'7.4 KM (4.6 MI) WEST FROM SCOTTSDALE.
 DU1342'1.3 KM (0.8 MI) SOUTH ALONG HAYDEN ROAD FROM THE CROSSING OF THE
 DU1342'ARIZONA CANAL AT SCOTTSDALE, THENCE 5.7 KM (3.55 MI) WEST ALONG
 DU1342'MCDONALD DRIVE, THENCE 0.4 KM (0.25 MI) SOUTHWEST ALONG VALLE VISTA
 DU1342'WAY, IN TOP OF A ROCK OUTCROP AT THE ENTRANCE TO 5001 VALLE VISTA
 DU1342'WAY, 11 METERS (36 FT) SOUTH OF THE CENTERLINE OF VALLE VISTA WAY,
 DU1342'4.2 METERS (13.7 FT) SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY,
 DU1342'20 METERS (65.6 FT) WEST OF A FIRE HYDRANT.
 DU1342'THE MARK IS 1.0 M ABOVE VALLE VISTA WAY.
 DU1342
 DU1342                          STATION RECOVERY (1982)
 DU1342
 DU1342'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1342'RECOVERED IN GOOD CONDITION.
 DU1342
 DU1342                          STATION RECOVERY (2006)
 DU1342
 DU1342'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1272 ***********************************************************************
 DV1272  DESIGNATION -  J 475
 DV1272  PID         -  DV1272
 DV1272  STATE/COUNTY-  AZ/MARICOPA
 DV1272  USGS QUAD   -  WADDELL (1975)
 DV1272
 DV1272                         *CURRENT SURVEY CONTROL
 DV1272  ___________________________________________________________________
 DV1272* NAD 83(1986)-  33 37 01.     (N)    112 27 24.     (W)     SCALED    
 DV1272* NAVD 88     -       403.852  (meters)    1324.97   (feet)  ADJUSTED  
 DV1272  ___________________________________________________________________
 DV1272  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1272  DYNAMIC HT  -         403.382 (meters)    1323.43  (feet)  COMP
 DV1272  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 DV1272
 DV1272  VERT ORDER  -  FIRST     CLASS II
 DV1272
 DV1272.The horizontal coordinates were scaled from a topographic map and have
 DV1272.an estimated accuracy of +/- 6 seconds.
 DV1272
 DV1272.The orthometric height was determined by differential leveling
 DV1272.and adjusted in June 1991.
 DV1272
 DV1272.The geoid height was determined by GEOID03.
 DV1272
 DV1272.The dynamic height is computed by dividing the NAVD 88
 DV1272.geopotential number by the normal gravity value computed on the
 DV1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1272.degrees latitude (g = 980.6199 gals.).
 DV1272
 DV1272.The modeled gravity was interpolated from observed gravity values.
 DV1272
 DV1272;                    North         East    Units  Estimated Accuracy
 DV1272;SPC AZ C     -   290,300.      163,250.      MT  (+/- 180 meters Scaled)
 DV1272
 DV1272                          SUPERSEDED SURVEY CONTROL
 DV1272
 DV1272.No superseded survey control is available for this station.
 DV1272
 DV1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC648206(NAD 83)
 DV1272_MARKER: DB = BENCH MARK DISK
 DV1272_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1272_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1272_STAMPING: J 475 1981
 DV1272_MARK LOGO: NGS   
 DV1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1272+STABILITY: POSITION/ELEVATION WELL
 DV1272
 DV1272  HISTORY     - Date     Condition        Report By
 DV1272  HISTORY     - 1981     MONUMENTED       NGS
 DV1272
 DV1272                          STATION DESCRIPTION
 DV1272
 DV1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1272'21.2 KM (13.15 MI) WEST FROM EL MIRAGE.
 DV1272'11.3 KM (7.0 MI) NORTH ALONG US HIGHWAY 60 FROM THE POST OFFICE
 DV1272'AT EL MIRAGE, THENCE 9.9 KM (6.15 MI) SOUTHWEST ALONG CANAL ROAD,
 DV1272'AT AN ABANDONED DEEP WATER WELL IRRIGATION PUMP, IN TOP OF THE
 DV1272'SOUTHEAST CORNER OF THE CONCRETE PAD ATTACHED TO THE WELL CASING,
 DV1272'15 METERS (49.2 FT) EAST OF THE CENTERLINE OF THE ROAD, 12.9 METERS
 DV1272'(42.3 FT) NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH,
 DV1272'17.0 METERS (55.8 FT) WEST OF A POWER LINE POLE BEARING 3
 DV1272'TRANSFORMERS, 12.6 METERS (41.4 FT) NORTHEAST OF A 30 CM IRON PIPE
 DV1272'GATE POST.
 DV1272'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1233 ***********************************************************************
 DV1233  DESIGNATION -  J 476
 DV1233  PID         -  DV1233
 DV1233  STATE/COUNTY-  AZ/MARICOPA
 DV1233  USGS QUAD   -  WINTERSBURG (1984)
 DV1233
 DV1233                         *CURRENT SURVEY CONTROL
 DV1233  ___________________________________________________________________
 DV1233* NAD 83(1986)-  33 22 49.     (N)    112 46 35.     (W)     SCALED    
 DV1233* NAVD 88     -       279.770  (meters)     917.88   (feet)  ADJUSTED  
 DV1233  ___________________________________________________________________
 DV1233  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1233  DYNAMIC HT  -         279.448 (meters)     916.82  (feet)  COMP
 DV1233  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 DV1233
 DV1233  VERT ORDER  -  FIRST     CLASS II
 DV1233
 DV1233.The horizontal coordinates were scaled from a topographic map and have
 DV1233.an estimated accuracy of +/- 6 seconds.
 DV1233
 DV1233.The orthometric height was determined by differential leveling
 DV1233.and adjusted in June 1991.
 DV1233
 DV1233.The geoid height was determined by GEOID03.
 DV1233
 DV1233.The dynamic height is computed by dividing the NAVD 88
 DV1233.geopotential number by the normal gravity value computed on the
 DV1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1233.degrees latitude (g = 980.6199 gals.).
 DV1233
 DV1233.The modeled gravity was interpolated from observed gravity values.
 DV1233
 DV1233;                    North         East    Units  Estimated Accuracy
 DV1233;SPC AZ C     -   264,250.      133,370.      MT  (+/- 180 meters Scaled)
 DV1233
 DV1233                          SUPERSEDED SURVEY CONTROL
 DV1233
 DV1233.No superseded survey control is available for this station.
 DV1233
 DV1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB347948(NAD 83)
 DV1233_MARKER: I = METAL ROD
 DV1233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1233_SP_SET: STAINLESS STEEL ROD
 DV1233_STAMPING: J 476 1981
 DV1233_MARK LOGO: NGS   
 DV1233_PROJECTION: FLUSH
 DV1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1233_ROD/PIPE-DEPTH: 4.2  meters
 DV1233
 DV1233  HISTORY     - Date     Condition        Report By
 DV1233  HISTORY     - 1981     MONUMENTED       NGS
 DV1233
 DV1233                          STATION DESCRIPTION
 DV1233
 DV1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1233'5.9 KM (3.65 MI) NW FROM HASSAYAMPA.
 DV1233'5.9 KM (3.65 MI) NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE
 DV1233'CHEVRON SERVICE STATION AND STORE AT HASSAYAMPA, 0.55 KM (0.35 MI)
 DV1233'SOUTHEAST OF 339TH AVENUE, 0.5 KM (0.3 MI) NORTHWEST OF BASELINE
 DV1233'ROAD, 11.8 METERS (38.7 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 DV1233'0.5 METER (1.6 FT) NORTHWEST OF A BRACED 3-INCH ANGLE IRON FENCE
 DV1233'POST, 0.3 METER (1 FT) SOUTHWEST OF A FENCE.
 DV1233'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DV1233'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1373 ***********************************************************************
 DV1373  DESIGNATION -  J 477
 DV1373  PID         -  DV1373
 DV1373  STATE/COUNTY-  AZ/LA PAZ
 DV1373  USGS QUAD   -  SOCORRO MINE (1990)
 DV1373
 DV1373                         *CURRENT SURVEY CONTROL
 DV1373  ___________________________________________________________________
 DV1373* NAD 83(1986)-  33 41 50.     (N)    113 28 26.     (W)     SCALED    
 DV1373* NAVD 88     -       488.829  (meters)    1603.77   (feet)  ADJUSTED  
 DV1373  ___________________________________________________________________
 DV1373  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DV1373  DYNAMIC HT  -         488.258 (meters)    1601.89  (feet)  COMP
 DV1373  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 DV1373
 DV1373  VERT ORDER  -  FIRST     CLASS II
 DV1373
 DV1373.The horizontal coordinates were scaled from a topographic map and have
 DV1373.an estimated accuracy of +/- 6 seconds.
 DV1373
 DV1373.The orthometric height was determined by differential leveling
 DV1373.and adjusted in June 1991.
 DV1373
 DV1373.The geoid height was determined by GEOID03.
 DV1373
 DV1373.The dynamic height is computed by dividing the NAVD 88
 DV1373.geopotential number by the normal gravity value computed on the
 DV1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1373.degrees latitude (g = 980.6199 gals.).
 DV1373
 DV1373.The modeled gravity was interpolated from observed gravity values.
 DV1373
 DV1373;                    North         East    Units  Estimated Accuracy
 DV1373;SPC AZ W     -   299,120.      238,960.      MT  (+/- 180 meters Scaled)
 DV1373
 DV1373                          SUPERSEDED SURVEY CONTROL
 DV1373
 DV1373.No superseded survey control is available for this station.
 DV1373
 DV1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC707313(NAD 83)
 DV1373_MARKER: I = METAL ROD
 DV1373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1373_SP_SET: STAINLESS STEEL ROD
 DV1373_STAMPING: J 477 1981
 DV1373_MARK LOGO: NGS   
 DV1373_PROJECTION: FLUSH
 DV1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1373_ROD/PIPE-DEPTH: 4.3  meters
 DV1373
 DV1373  HISTORY     - Date     Condition        Report By
 DV1373  HISTORY     - 1981     MONUMENTED       NGS
 DV1373
 DV1373                          STATION DESCRIPTION
 DV1373
 DV1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1373'16.7 KM (10.4 MI) SE FROM SALOME.
 DV1373'16.7 KM (10.4 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1373'HIGHWAY 60 AT SALOME, 19.4 METERS (63.5 FT) NORTHEAST OF THE
 DV1373'CENTERLINE OF THE ROAD, 17.8 METERS (58.5 FT) WEST OF THE EXTENDED
 DV1373'CENTERLINE OF A DIRT ROAD LEADING SOUTH, 6.7 METERS (22 FT) SOUTH OF
 DV1373'A 8-INCH IRONWOOD TREE, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 DV1373'14 FEET.
 DV1373'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DV1373'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1403 ***********************************************************************
 DV1403  DESIGNATION -  J 478
 DV1403  PID         -  DV1403
 DV1403  STATE/COUNTY-  AZ/LA PAZ
 DV1403  USGS QUAD   -  VICKSBURG (1990)
 DV1403
 DV1403                         *CURRENT SURVEY CONTROL
 DV1403  ___________________________________________________________________
 DV1403* NAD 83(1986)-  33 42 34.     (N)    113 48 47.     (W)     SCALED    
 DV1403* NAVD 88     -       347.563  (meters)    1140.30   (feet)  ADJUSTED  
 DV1403  ___________________________________________________________________
 DV1403  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DV1403  DYNAMIC HT  -         347.167 (meters)    1139.00  (feet)  COMP
 DV1403  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 DV1403
 DV1403  VERT ORDER  -  FIRST     CLASS II
 DV1403
 DV1403.The horizontal coordinates were scaled from a topographic map and have
 DV1403.an estimated accuracy of +/- 6 seconds.
 DV1403
 DV1403.The orthometric height was determined by differential leveling
 DV1403.and adjusted in June 1991.
 DV1403
 DV1403.The geoid height was determined by GEOID03.
 DV1403
 DV1403.The dynamic height is computed by dividing the NAVD 88
 DV1403.geopotential number by the normal gravity value computed on the
 DV1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1403.degrees latitude (g = 980.6199 gals.).
 DV1403
 DV1403.The modeled gravity was interpolated from observed gravity values.
 DV1403
 DV1403;                    North         East    Units  Estimated Accuracy
 DV1403;SPC AZ W     -   300,440.      207,520.      MT  (+/- 180 meters Scaled)
 DV1403
 DV1403                          SUPERSEDED SURVEY CONTROL
 DV1403
 DV1403.No superseded survey control is available for this station.
 DV1403
 DV1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC392334(NAD 83)
 DV1403_MARKER: I = METAL ROD
 DV1403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1403_SP_SET: STAINLESS STEEL ROD
 DV1403_STAMPING: J 478 1981
 DV1403_MARK LOGO: NGS   
 DV1403_PROJECTION: FLUSH
 DV1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1403_ROD/PIPE-DEPTH: 5.5  meters
 DV1403
 DV1403  HISTORY     - Date     Condition        Report By
 DV1403  HISTORY     - 1981     MONUMENTED       NGS
 DV1403  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 DV1403
 DV1403                          STATION DESCRIPTION
 DV1403
 DV1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1403'22.0 KM (13.7 MI) SE FROM SALOME.
 DV1403'22.0 KM (13.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1403'SALOME ROAD IN SALOME, 0.25 KM (0.15 MI) NORTHEAST OF HIGHWAY MILEPOST
 DV1403'43, 0.1 KM (0.05 MI) SOUTHWEST OF A CINDER BLOCK HOUSE AND A WINDMILL,
 DV1403'AT AN OFFSET IN THE HIGHWAY RIGHT-OF-WAY FENCE, 22.2 METERS (72.8 FT)
 DV1403'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 METERS (10.0 FT) EAST
 DV1403'OF THE FIRST POWER POLE SOUTHWEST OF A POLE WITH A TRANSFORMER AND A
 DV1403'SPUR LINE LEADING TO THE HOUSE, 1.0 METERS (3.0 FT) EAST-SOUTHEAST OF
 DV1403'A BRACED ANGLE IRON CORNER POST IN THE RIGHT-OF-WAY FENCE.
 DV1403'THE MARK IS 05 METERS  SW FROM A WITNESS POST.
 DV1403'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 DV1403
 DV1403                          STATION RECOVERY (2004)
 DV1403
 DV1403'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DV1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1291 ***********************************************************************
 DW1291  DESIGNATION -  J 479
 DW1291  PID         -  DW1291
 DW1291  STATE/COUNTY-  AZ/LA PAZ
 DW1291  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW1291
 DW1291                         *CURRENT SURVEY CONTROL
 DW1291  ___________________________________________________________________
 DW1291* NAD 83(1986)-  33 36 18.     (N)    114 30 02.     (W)     SCALED    
 DW1291* NAVD 88     -       110.017  (meters)     360.95   (feet)  ADJUSTED  
 DW1291  ___________________________________________________________________
 DW1291  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DW1291  DYNAMIC HT  -         109.897 (meters)     360.55  (feet)  COMP
 DW1291  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 DW1291
 DW1291  VERT ORDER  -  FIRST     CLASS II
 DW1291
 DW1291.The horizontal coordinates were scaled from a topographic map and have
 DW1291.an estimated accuracy of +/- 6 seconds.
 DW1291
 DW1291.The orthometric height was determined by differential leveling
 DW1291.and adjusted in June 1991.
 DW1291
 DW1291.The geoid height was determined by GEOID03.
 DW1291
 DW1291.The dynamic height is computed by dividing the NAVD 88
 DW1291.geopotential number by the normal gravity value computed on the
 DW1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1291.degrees latitude (g = 980.6199 gals.).
 DW1291
 DW1291.The modeled gravity was interpolated from observed gravity values.
 DW1291
 DW1291;                    North         East    Units  Estimated Accuracy
 DW1291;SPC AZ W     -   289,110.      143,710.      MT  (+/- 180 meters Scaled)
 DW1291
 DW1291                          SUPERSEDED SURVEY CONTROL
 DW1291
 DW1291.No superseded survey control is available for this station.
 DW1291
 DW1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT319211(NAD 83)
 DW1291_MARKER: DB = BENCH MARK DISK
 DW1291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW1291_SP_SET: HEADWALL
 DW1291_STAMPING: J 479 1981
 DW1291_MARK LOGO: NGS   
 DW1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1291
 DW1291  HISTORY     - Date     Condition        Report By
 DW1291  HISTORY     - 1981     MONUMENTED       NGS
 DW1291
 DW1291                          STATION DESCRIPTION
 DW1291
 DW1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1291'2.9 KM (1.8 MI) EAST FROM EHRENBERG.
 DW1291'2.9 KM (1.8 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1291'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.3 KM (0.2
 DW1291'MI) WEST O HIGHWAY MILEPOST 2, IN TOP OF THE NORTHEAST END OF THE
 DW1291'SOUTHEAST HEADWALL FOR AN EIGHT CHANNEL BRIDGE UNDER THE EAST-BOUND
 DW1291'LANES, 7.3 METERS (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DW1291'EAST-BOUND LANES.
 DW1291'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0172 ***********************************************************************
 ER0172  DESIGNATION -  J 48
 ER0172  PID         -  ER0172
 ER0172  STATE/COUNTY-  AZ/APACHE
 ER0172  USGS QUAD   -  WILD COW LAKE (1978)
 ER0172
 ER0172                         *CURRENT SURVEY CONTROL
 ER0172  ___________________________________________________________________
 ER0172* NAD 83(1986)-  34 53 21.     (N)    109 14 46.     (W)     SCALED    
 ER0172* NAVD 88     -      1873.296  (meters)    6145.97   (feet)  ADJUSTED  
 ER0172  ___________________________________________________________________
 ER0172  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ER0172  DYNAMIC HT  -        1870.596 (meters)    6137.11  (feet)  COMP
 ER0172  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 ER0172
 ER0172  VERT ORDER  -  SECOND    CLASS 0
 ER0172
 ER0172.The horizontal coordinates were scaled from a topographic map and have
 ER0172.an estimated accuracy of +/- 6 seconds.
 ER0172
 ER0172.The orthometric height was determined by differential leveling
 ER0172.and adjusted in June 1991.
 ER0172
 ER0172.The geoid height was determined by GEOID03.
 ER0172
 ER0172.The dynamic height is computed by dividing the NAVD 88
 ER0172.geopotential number by the normal gravity value computed on the
 ER0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0172.degrees latitude (g = 980.6199 gals.).
 ER0172
 ER0172.The modeled gravity was interpolated from observed gravity values.
 ER0172
 ER0172;                    North         East    Units  Estimated Accuracy
 ER0172;SPC AZ E     -   431,670.      297,500.      MT  (+/- 180 meters Scaled)
 ER0172
 ER0172                          SUPERSEDED SURVEY CONTROL
 ER0172
 ER0172  NGVD 29 (??/??/92) 1872.384  (m)         6142.98   (f) ADJ UNCH    2 0
 ER0172
 ER0172.Superseded values are not recommended for survey control.
 ER0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0172.See file dsdata.txt to determine how the superseded data were derived.
 ER0172
 ER0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD602621(NAD 83)
 ER0172_MARKER: DB = BENCH MARK DISK
 ER0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0172_SP_SET: MONUMENT
 ER0172_STAMPING: J 48 1934
 ER0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0172
 ER0172  HISTORY     - Date     Condition        Report By
 ER0172  HISTORY     - 1934     MONUMENTED       CGS
 ER0172  HISTORY     - 1973     GOOD             USGS
 ER0172
 ER0172                          STATION DESCRIPTION
 ER0172
 ER0172'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ER0172'27.2 MI SW FROM SANDERS.
 ER0172'SANDERS, 24.4 MILES SOUTH OF, ALONG US HIGHWAY 666 FROM THE JUNCTION
 ER0172'WITH US I-40 TO THE JUNCTION OF STATE HIGHWAY 61, THENCE WEST (CROSS
 ER0172'OVER CATTLE GUARD) ON THE OLD HIGHWAY (A DIRT ROAD) 1.1 MILES
 ER0172'SOUTHWEST AND THEN SOUTH, 31 FT. EAST OF THE CENTER LINE AND ABOUT 3
 ER0172'FT. HIGHER, A STANDARD TABLET STAMPED J 48 1934 SET IN THE TOP OF A
 ER0172'CONCRETE MON. AND PROJECTING ABOUT 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0754 ***********************************************************************
 ET0754  DESIGNATION -  J 480
 ET0754  PID         -  ET0754
 ET0754  STATE/COUNTY-  AZ/LA PAZ
 ET0754  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0754
 ET0754                         *CURRENT SURVEY CONTROL
 ET0754  ___________________________________________________________________
 ET0754* NAD 83(1986)-  34 02 12.     (N)    113 34 16.     (W)     SCALED    
 ET0754* NAVD 88     -       600.948  (meters)    1971.61   (feet)  ADJUSTED  
 ET0754  ___________________________________________________________________
 ET0754  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ET0754  DYNAMIC HT  -         600.252 (meters)    1969.33  (feet)  COMP
 ET0754  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 ET0754
 ET0754  VERT ORDER  -  FIRST     CLASS II
 ET0754
 ET0754.The horizontal coordinates were scaled from a topographic map and have
 ET0754.an estimated accuracy of +/- 6 seconds.
 ET0754
 ET0754.The orthometric height was determined by differential leveling
 ET0754.and adjusted in June 1991.
 ET0754
 ET0754.The geoid height was determined by GEOID03.
 ET0754
 ET0754.The dynamic height is computed by dividing the NAVD 88
 ET0754.geopotential number by the normal gravity value computed on the
 ET0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0754.degrees latitude (g = 980.6199 gals.).
 ET0754
 ET0754.The modeled gravity was interpolated from observed gravity values.
 ET0754
 ET0754;                    North         East    Units  Estimated Accuracy
 ET0754;SPC AZ W     -   336,750.      229,880.      MT  (+/- 180 meters Scaled)
 ET0754
 ET0754                          SUPERSEDED SURVEY CONTROL
 ET0754
 ET0754.No superseded survey control is available for this station.
 ET0754
 ET0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC626692(NAD 83)
 ET0754_MARKER: I = METAL ROD
 ET0754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0754_SP_SET: STAINLESS STEEL ROD
 ET0754_STAMPING: J 480 1981
 ET0754_MARK LOGO: NGS   
 ET0754_PROJECTION: FLUSH
 ET0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0754_ROD/PIPE-DEPTH: 4.6  meters
 ET0754
 ET0754  HISTORY     - Date     Condition        Report By
 ET0754  HISTORY     - 1981     MONUMENTED       NGS
 ET0754  HISTORY     - 19990306 GOOD             USPSQD
 ET0754
 ET0754                          STATION DESCRIPTION
 ET0754
 ET0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0754'25.5 KM (15.85 MI) NORT FROM WENDEN.
 ET0754'25.5 KM (15.85 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0754'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.25 KM (0.15 MI) NORTHEAST OF
 ET0754'DIP IN THE ROAD FOR A DRY WASH, SET IN THE MIDDLE OF THE OUTSIDE OF A
 ET0754'SLIGHT ROAD CURVE, 15.5 METERS (51.0 FT) NORTHWEST OF THE CENTERLINE
 ET0754'OF THE ROAD, 12.3 METERS (40.5 FT) SOUTHEAST OF THE CENTERLINE OF AN
 ET0754'ABANDONED GRADED ROAD PARALLELING THE MAIN ROAD.
 ET0754'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 ET0754'THE MARK IS 1.8 M BELOW THE ROAD.
 ET0754
 ET0754                          STATION RECOVERY (1999)
 ET0754
 ET0754'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0768 ***********************************************************************
 ET0768  DESIGNATION -  J 481
 ET0768  PID         -  ET0768
 ET0768  STATE/COUNTY-  AZ/LA PAZ
 ET0768  USGS QUAD   -  ALAMO DAM (1990)
 ET0768
 ET0768                         *CURRENT SURVEY CONTROL
 ET0768  ___________________________________________________________________
 ET0768* NAD 83(1986)-  34 12 55.     (N)    113 31 23.     (W)     SCALED    
 ET0768* NAVD 88     -       490.880  (meters)    1610.50   (feet)  ADJUSTED  
 ET0768  ___________________________________________________________________
 ET0768  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ET0768  DYNAMIC HT  -         490.325 (meters)    1608.67  (feet)  COMP
 ET0768  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 ET0768
 ET0768  VERT ORDER  -  FIRST     CLASS II
 ET0768
 ET0768.The horizontal coordinates were scaled from a topographic map and have
 ET0768.an estimated accuracy of +/- 6 seconds.
 ET0768
 ET0768.The orthometric height was determined by differential leveling
 ET0768.and adjusted in June 1991.
 ET0768
 ET0768.The geoid height was determined by GEOID03.
 ET0768
 ET0768.The dynamic height is computed by dividing the NAVD 88
 ET0768.geopotential number by the normal gravity value computed on the
 ET0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0768.degrees latitude (g = 980.6199 gals.).
 ET0768
 ET0768.The modeled gravity was interpolated from observed gravity values.
 ET0768
 ET0768;                    North         East    Units  Estimated Accuracy
 ET0768;SPC AZ W     -   356,570.      234,270.      MT  (+/- 180 meters Scaled)
 ET0768
 ET0768                          SUPERSEDED SURVEY CONTROL
 ET0768
 ET0768.No superseded survey control is available for this station.
 ET0768
 ET0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC675889(NAD 83)
 ET0768_MARKER: I = METAL ROD
 ET0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0768_SP_SET: STAINLESS STEEL ROD
 ET0768_STAMPING: J 481 1981
 ET0768_MARK LOGO: NGS   
 ET0768_PROJECTION: FLUSH
 ET0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0768+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0768_ROD/PIPE-DEPTH: 1.8  meters
 ET0768
 ET0768  HISTORY     - Date     Condition        Report By
 ET0768  HISTORY     - 1981     MONUMENTED       NGS
 ET0768  HISTORY     - 19990306 GOOD             USPSQD
 ET0768  HISTORY     - 20070210 GOOD             USPSQD
 ET0768  HISTORY     - 20081016 GOOD             GEOCAC
 ET0768
 ET0768                          STATION DESCRIPTION
 ET0768
 ET0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0768'9.0 KM (5.6 MI) SE FROM ALAMO LAKE.
 ET0768'9.0 KM (5.6 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0768'SOUTHEAST END OF ALAMO DAM, IN THE EAST CORNER OF THE T JUNCTION OF A
 ET0768'GRADED ROAD LEADING NORTHEAST TO THE WAYSIDE INN, 13.5 METERS (44.3
 ET0768'FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 23.2 METERS (76.0 FT)
 ET0768'SOUTHEAST OF THE CENTERLINE OF THE GRADED ROAD, 3.4 METERS (11.0 FT)
 ET0768'NORTH OF THE NORTHEAST IRON-PIPE LEG OF A SIGN READING -WAYSIDE INN 3
 ET0768'MILES-.
 ET0768'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 ET0768'THE MARK IS 1.8 M ABOVE WENDEN-LAKE ALAMO ROAD.
 ET0768
 ET0768                          STATION RECOVERY (1999)
 ET0768
 ET0768'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0768'RECOVERED IN GOOD CONDITION.
 ET0768
 ET0768                          STATION RECOVERY (2007)
 ET0768
 ET0768'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0768'RECOVERED AS DESCRIBED.
 ET0768
 ET0768                          STATION RECOVERY (2008)
 ET0768
 ET0768'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0768'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0768' 
 ET0768'N 34 12.992'  W 113 31.457'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0793 ***********************************************************************
 ET0793  DESIGNATION -  J 482
 ET0793  PID         -  ET0793
 ET0793  STATE/COUNTY-  AZ/MOHAVE
 ET0793  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0793
 ET0793                         *CURRENT SURVEY CONTROL
 ET0793  ___________________________________________________________________
 ET0793* NAD 83(1986)-  34 19 50.     (N)    113 40 29.     (W)     SCALED    
 ET0793* NAVD 88     -       589.125  (meters)    1932.82   (feet)  ADJUSTED  
 ET0793  ___________________________________________________________________
 ET0793  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ET0793  DYNAMIC HT  -         588.448 (meters)    1930.60  (feet)  COMP
 ET0793  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 ET0793
 ET0793  VERT ORDER  -  FIRST     CLASS II
 ET0793
 ET0793.The horizontal coordinates were scaled from a topographic map and have
 ET0793.an estimated accuracy of +/- 6 seconds.
 ET0793
 ET0793.The orthometric height was determined by differential leveling
 ET0793.and adjusted in June 1991.
 ET0793
 ET0793.The geoid height was determined by GEOID03.
 ET0793
 ET0793.The dynamic height is computed by dividing the NAVD 88
 ET0793.geopotential number by the normal gravity value computed on the
 ET0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0793.degrees latitude (g = 980.6199 gals.).
 ET0793
 ET0793.The modeled gravity was interpolated from observed gravity values.
 ET0793
 ET0793;                    North         East    Units  Estimated Accuracy
 ET0793;SPC AZ W     -   369,330.      220,290.      MT  (+/- 180 meters Scaled)
 ET0793
 ET0793                          SUPERSEDED SURVEY CONTROL
 ET0793
 ET0793.No superseded survey control is available for this station.
 ET0793
 ET0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD539020(NAD 83)
 ET0793_MARKER: I = METAL ROD
 ET0793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0793_SP_SET: STAINLESS STEEL ROD
 ET0793_STAMPING: J 482 1981
 ET0793_MARK LOGO: NGS   
 ET0793_PROJECTION: FLUSH
 ET0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0793_ROD/PIPE-DEPTH: 0.9  meters
 ET0793
 ET0793  HISTORY     - Date     Condition        Report By
 ET0793  HISTORY     - 1981     MONUMENTED       NGS
 ET0793
 ET0793                          STATION DESCRIPTION
 ET0793
 ET0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0793'81.3 KM (50.5 MI) SE FROM YUCCA.
 ET0793'81.3 KM (50.5 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0793'INTERSTATE HIGHWAY 40 IN YUCCA, SET ON A SMALL FLAT IN THE SOUTHWEST
 ET0793'CORNER OF THE JUNCTION OF A DIRT ROAD LEADING EAST TO THE SHANNON
 ET0793'MINE, IN LINE WITH A KNOLL 0.25 KM (0.15 MI) TO THE NORTHEAST AND A
 ET0793'KNOLL PEAKED WITH OUTCROP 0.5 KM (0.3 MI) TO THE SOUTHWEST, 13.6
 ET0793'METERS (44.5 FT) WEST OF THE CENTERLINE OF THE ROAD, 43.6 METERS (143
 ET0793'FT) SOUTH-SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF ALAMO
 ET0793'AND SHANNON MINE ROADS, 21.7 METERS (71.0 FT) EAST AND 3 METERS (10
 ET0793'FT) BELOW AN OLD ROAD PARALLELING ALAMO ROAD.  NOTE-SMALL AREAS OF
 ET0793'DECOMPOSED SANDSTONE ARE EVIDENT MARK IS BELIEVED IMBEDDED IN THIS
 ET0793'MATERIAL.
 ET0793'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 ET0793'THE MARK IS ABOVE LEVEL WITH ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0901 ***********************************************************************
 FS0901  DESIGNATION -  J 484
 FS0901  PID         -  FS0901
 FS0901  STATE/COUNTY-  AZ/MOHAVE
 FS0901  USGS QUAD   -  KINGMAN (1980)
 FS0901
 FS0901                         *CURRENT SURVEY CONTROL
 FS0901  ___________________________________________________________________
 FS0901* NAD 83(1986)-  35 07 39.     (N)    114 06 29.     (W)     SCALED    
 FS0901* NAVD 88     -       867.722  (meters)    2846.85   (feet)  ADJUSTED  
 FS0901  ___________________________________________________________________
 FS0901  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FS0901  DYNAMIC HT  -         866.721 (meters)    2843.57  (feet)  COMP
 FS0901  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 FS0901  OBS GRAVITY -     979,452.0   (mgal)                       GRAV_OBS
 FS0901
 FS0901  VERT ORDER  -  FIRST     CLASS II
 FS0901
 FS0901.The horizontal coordinates were scaled from a topographic map and have
 FS0901.an estimated accuracy of +/- 6 seconds.
 FS0901
 FS0901.The orthometric height was determined by differential leveling
 FS0901.and adjusted in June 1991.
 FS0901
 FS0901.The geoid height was determined by GEOID03.
 FS0901
 FS0901.The dynamic height is computed by dividing the NAVD 88
 FS0901.geopotential number by the normal gravity value computed on the
 FS0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0901.degrees latitude (g = 980.6199 gals.).
 FS0901
 FS0901.The modeled gravity was interpolated from observed gravity values.
 FS0901.The observed gravity was obtained from relative gravimeter ties
 FS0901.to the IGSN71 gravity network.
 FS0901
 FS0901;                    North         East    Units  Estimated Accuracy
 FS0901;SPC AZ W     -   457,790.      180,730.      MT  (+/- 180 meters Scaled)
 FS0901
 FS0901                          SUPERSEDED SURVEY CONTROL
 FS0901
 FS0901.No superseded survey control is available for this station.
 FS0901
 FS0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU635910(NAD 83)
 FS0901_MARKER: DB = BENCH MARK DISK
 FS0901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0901_SP_SET: HEADWALL
 FS0901_STAMPING: J 484 1981
 FS0901_MARK LOGO: NGS   
 FS0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0901
 FS0901  HISTORY     - Date     Condition        Report By
 FS0901  HISTORY     - 1981     MONUMENTED       NGS
 FS0901
 FS0901                          STATION DESCRIPTION
 FS0901
 FS0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0901'9.4 KM (5.85 MI) SW FROM KINGMAN.
 FS0901'9.4 KM (5.85 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0901'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, AT A
 FS0901'4-CHANNEL BOX CILVERT, IN TOP OF THE NORTHWEST HEADWALL 0.15 METERS
 FS0901'(0.5 FT) SOUTHWEST OF THE NORTHEAST END, 0.55 KM (0.35 MI) SOUTHWEST
 FS0901'OF MILEPOST 44, 30.2 METERS (99.5 FT) NORTHWEST OF THE CENTERLINE
 FS0901'OF THE WEST BOUND LANES, 14.3 METERS (47 FT) SOUTHEAST OF THE CENTER
 FS0901'OF THE FRONTAGE ROAD.
 FS0901'THE MARK IS 0  S FROM A WITNESS POST.
 FS0901'THE MARK IS 0.9 M BELOW WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0768 ***********************************************************************
 EU0768  DESIGNATION -  J 485
 EU0768  PID         -  EU0768
 EU0768  STATE/COUNTY-  AZ/MOHAVE
 EU0768  USGS QUAD   -  TOPOCK (1970)
 EU0768
 EU0768                         *CURRENT SURVEY CONTROL
 EU0768  ___________________________________________________________________
 EU0768* NAD 83(1986)-  34 43 06.     (N)    114 28 42.     (W)     SCALED    
 EU0768* NAVD 88     -       153.824  (meters)     504.67   (feet)  ADJUSTED  
 EU0768  ___________________________________________________________________
 EU0768  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0768  DYNAMIC HT  -         153.668 (meters)     504.16  (feet)  COMP
 EU0768  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 EU0768
 EU0768  VERT ORDER  -  FIRST     CLASS II
 EU0768
 EU0768.The horizontal coordinates were scaled from a topographic map and have
 EU0768.an estimated accuracy of +/- 6 seconds.
 EU0768
 EU0768.The orthometric height was determined by differential leveling
 EU0768.and adjusted in June 1991.
 EU0768
 EU0768.The geoid height was determined by GEOID03.
 EU0768
 EU0768.The dynamic height is computed by dividing the NAVD 88
 EU0768.geopotential number by the normal gravity value computed on the
 EU0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0768.degrees latitude (g = 980.6199 gals.).
 EU0768
 EU0768.The modeled gravity was interpolated from observed gravity values.
 EU0768
 EU0768;                    North         East    Units  Estimated Accuracy
 EU0768;SPC AZ W     -   412,590.      146,650.      MT  (+/- 180 meters Scaled)
 EU0768
 EU0768                          SUPERSEDED SURVEY CONTROL
 EU0768
 EU0768.No superseded survey control is available for this station.
 EU0768
 EU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU309447(NAD 83)
 EU0768_MARKER: DB = BENCH MARK DISK
 EU0768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0768_SP_SET: ABUTMENT
 EU0768_STAMPING: J 485 1981
 EU0768_MARK LOGO: NGS   
 EU0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0768
 EU0768  HISTORY     - Date     Condition        Report By
 EU0768  HISTORY     - 1981     MONUMENTED       NGS
 EU0768  HISTORY     - 20051031 GOOD             GEOCAC
 EU0768
 EU0768                          STATION DESCRIPTION
 EU0768
 EU0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0768'0.8 KM (0.5 MI) NE FROM TOPOCK.
 EU0768'0.8 KM (0.5 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0768'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, IN TOP OF THE EAST END OF
 EU0768'THE NORTH ABUTMENT OF STATE HIGHWAY 95 OVERPASS, 4.9 METERS (16 FT)
 EU0768'EAST OF THE CENTERLINE OF STATE HIGHWAY 95 LEADING NORTH.
 EU0768'THE MARK IS 0.3 M ABOVE STATE HIGHWAY 95.
 EU0768
 EU0768                          STATION RECOVERY (2005)
 EU0768
 EU0768'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 EU0768'WE ARRIVED AT THE MARK TOO LATE IN THE DAY TO PICK UP RELIABLE
 EU0768'HANDHELD COORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0930 ***********************************************************************
 FS0930  DESIGNATION -  J 486
 FS0930  PID         -  FS0930
 FS0930  STATE/COUNTY-  AZ/MOHAVE
 FS0930  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0930
 FS0930                         *CURRENT SURVEY CONTROL
 FS0930  ___________________________________________________________________
 FS0930* NAD 83(1986)-  35 26 08.     (N)    114 17 11.     (W)     SCALED    
 FS0930* NAVD 88     -      1053.699  (meters)    3457.01   (feet)  ADJUSTED  
 FS0930  ___________________________________________________________________
 FS0930  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0930  DYNAMIC HT  -        1052.466 (meters)    3452.97  (feet)  COMP
 FS0930  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 FS0930
 FS0930  VERT ORDER  -  FIRST     CLASS II
 FS0930
 FS0930.The horizontal coordinates were scaled from a topographic map and have
 FS0930.an estimated accuracy of +/- 6 seconds.
 FS0930
 FS0930.The orthometric height was determined by differential leveling
 FS0930.and adjusted in June 1991.
 FS0930
 FS0930.The geoid height was determined by GEOID03.
 FS0930
 FS0930.The dynamic height is computed by dividing the NAVD 88
 FS0930.geopotential number by the normal gravity value computed on the
 FS0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0930.degrees latitude (g = 980.6199 gals.).
 FS0930
 FS0930.The modeled gravity was interpolated from observed gravity values.
 FS0930
 FS0930;                    North         East    Units  Estimated Accuracy
 FS0930;SPC AZ W     -   492,040.      164,660.      MT  (+/- 180 meters Scaled)
 FS0930
 FS0930                          SUPERSEDED SURVEY CONTROL
 FS0930
 FS0930.No superseded survey control is available for this station.
 FS0930
 FS0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV463247(NAD 83)
 FS0930_MARKER: DB = BENCH MARK DISK
 FS0930_SETTING: 66 = SET IN ROCK OUTCROP
 FS0930_SP_SET: ROCK OUTCROP
 FS0930_STAMPING: J 486 1982
 FS0930_MARK LOGO: NGS   
 FS0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0930+STABILITY: POSITION/ELEVATION WELL
 FS0930
 FS0930  HISTORY     - Date     Condition        Report By
 FS0930  HISTORY     - 1982     MONUMENTED       NGS
 FS0930
 FS0930                          STATION DESCRIPTION
 FS0930
 FS0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0930'4.7 KM (2.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0930'4.7 KM (2.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0930'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, IN TOP OF A MASSIVE VOLCANIC
 FS0930'OUTCROP FLUSH WITH THE GROUND, 32.3 METERS (106 FT) NORTHEAST OF THE
 FS0930'CENTERLINE OF THE HIGHWAY, 30.4 METERS (100 FT) NORTH OF THE NORTH
 FS0930'CORNER OF A BOX CULVERT, 3.6 METERS (12 FT) SOUTHEAST OF THE
 FS0930'RIGHT-OF-WAY FENCE, 0.6 METER (2 FT) NORTHEAST OF A POINT UNDER A
 FS0930'CABLE POLE LINE.
 FS0930'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FS0930'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0709 ***********************************************************************
 FR0709  DESIGNATION -  J 487
 FR0709  PID         -  FR0709
 FR0709  STATE/COUNTY-  AZ/MOHAVE
 FR0709  USGS QUAD   -  TRUXTON (1980)
 FR0709
 FR0709                         *CURRENT SURVEY CONTROL
 FR0709  ___________________________________________________________________
 FR0709* NAD 83(1986)-  35 28 17.     (N)    113 35 25.     (W)     SCALED    
 FR0709* NAVD 88     -      1306.589  (meters)    4286.70   (feet)  ADJUSTED  
 FR0709  ___________________________________________________________________
 FR0709  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FR0709  DYNAMIC HT  -        1304.978 (meters)    4281.42  (feet)  COMP
 FR0709  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 FR0709
 FR0709  VERT ORDER  -  FIRST     CLASS II
 FR0709
 FR0709.The horizontal coordinates were scaled from a topographic map and have
 FR0709.an estimated accuracy of +/- 6 seconds.
 FR0709
 FR0709.The orthometric height was determined by differential leveling
 FR0709.and adjusted in June 1991.
 FR0709
 FR0709.The geoid height was determined by GEOID03.
 FR0709
 FR0709.The dynamic height is computed by dividing the NAVD 88
 FR0709.geopotential number by the normal gravity value computed on the
 FR0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0709.degrees latitude (g = 980.6199 gals.).
 FR0709
 FR0709.The modeled gravity was interpolated from observed gravity values.
 FR0709
 FR0709;                    North         East    Units  Estimated Accuracy
 FR0709;SPC AZ W     -   495,900.      227,860.      MT  (+/- 180 meters Scaled)
 FR0709
 FR0709                          SUPERSEDED SURVEY CONTROL
 FR0709
 FR0709.No superseded survey control is available for this station.
 FR0709
 FR0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE649284(NAD 83)
 FR0709_MARKER: I = METAL ROD
 FR0709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0709_SP_SET: STAINLESS STEEL ROD
 FR0709_STAMPING: J 487 1982
 FR0709_MARK LOGO: NGS   
 FR0709_PROJECTION: FLUSH
 FR0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0709_ROD/PIPE-DEPTH: 2.1  meters
 FR0709
 FR0709  HISTORY     - Date     Condition        Report By
 FR0709  HISTORY     - 1982     MONUMENTED       NGS
 FR0709
 FR0709                          STATION DESCRIPTION
 FR0709
 FR0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0709'17.0 KM (10.6 MI) SW FROM PEACH SPRINGS.
 FR0709'17.0 KM (10.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0709'OFFICE AT PEACH SPRINGS, AT HIGHWAY MILEPOST 93, 32.0 METERS (105.0
 FR0709'FEET) SOUTHEAST THE CENTERLINE OF THE HIGHWAY, 13.0 METERS (43.0 FEET)
 FR0709'NORTHEAST OF A STATE HIGHWAY RIGHT-OF-WAY BENCH MARK (NOT STAMPED),
 FR0709'0.5 METER (1.5 FEET) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FR0709'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 FR0709'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0736 ***********************************************************************
 FR0736  DESIGNATION -  J 488
 FR0736  PID         -  FR0736
 FR0736  STATE/COUNTY-  AZ/COCONINO
 FR0736  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0736
 FR0736                         *CURRENT SURVEY CONTROL
 FR0736  ___________________________________________________________________
 FR0736* NAD 83(1986)-  35 31 38.     (N)    113 13 11.     (W)     SCALED    
 FR0736* NAVD 88     -      1683.507  (meters)    5523.31   (feet)  ADJUSTED  
 FR0736  ___________________________________________________________________
 FR0736  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FR0736  DYNAMIC HT  -        1681.322 (meters)    5516.14  (feet)  COMP
 FR0736  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 FR0736
 FR0736  VERT ORDER  -  FIRST     CLASS II
 FR0736
 FR0736.The horizontal coordinates were scaled from a topographic map and have
 FR0736.an estimated accuracy of +/- 6 seconds.
 FR0736
 FR0736.The orthometric height was determined by differential leveling
 FR0736.and adjusted in June 1991.
 FR0736
 FR0736.The geoid height was determined by GEOID03.
 FR0736
 FR0736.The dynamic height is computed by dividing the NAVD 88
 FR0736.geopotential number by the normal gravity value computed on the
 FR0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0736.degrees latitude (g = 980.6199 gals.).
 FR0736
 FR0736.The modeled gravity was interpolated from observed gravity values.
 FR0736
 FR0736;                    North         East    Units  Estimated Accuracy
 FR0736;SPC AZ C     -   502,840.       95,180.      MT  (+/- 180 meters Scaled)
 FR0736
 FR0736                          SUPERSEDED SURVEY CONTROL
 FR0736
 FR0736.No superseded survey control is available for this station.
 FR0736
 FR0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE987337(NAD 83)
 FR0736_MARKER: DB = BENCH MARK DISK
 FR0736_SETTING: 66 = SET IN ROCK OUTCROP
 FR0736_SP_SET: ROCK OUTCROP
 FR0736_STAMPING: J 488 1982
 FR0736_MARK LOGO: NGS   
 FR0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0736+STABILITY: POSITION/ELEVATION WELL
 FR0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0736+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FR0736
 FR0736  HISTORY     - Date     Condition        Report By
 FR0736  HISTORY     - 1982     MONUMENTED       NGS
 FR0736  HISTORY     - 20060422 GOOD             NGS
 FR0736
 FR0736                          STATION DESCRIPTION
 FR0736
 FR0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0736'23.5 KM (14.65 MI) EAST FROM PEACH SPRINGS.
 FR0736'23.5 KM (14.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0736'PEACH SPRINGS, 1.0 KM (0.6 MI) EAST OF THE ENTRANCE TO THE GRAND
 FR0736'CANYON CAVERNS, IN TOP OF A MASSIVE LIMESTONE OUTCROP PROJECTING 2
 FR0736'FEET ABOVE THE GROUND, 5.4 METERS (18 FT) NORTH OF MILEPOST 116, 17.6
 FR0736'METERS (58 FT) WEST OF A L SHAPED HEADWALL, 13.7 METERS (45 FT) NORTH
 FR0736'OF THE CENTERLINE OF THE HIGHWAY.
 FR0736'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0736
 FR0736                          STATION RECOVERY (2006)
 FR0736
 FR0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0736'US 66 IS NOW AZ 66 AND HISTORIC US 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0772 ***********************************************************************
 FR0772  DESIGNATION -  J 489
 FR0772  PID         -  FR0772
 FR0772  STATE/COUNTY-  AZ/COCONINO
 FR0772  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0772
 FR0772                         *CURRENT SURVEY CONTROL
 FR0772  ___________________________________________________________________
 FR0772* NAD 83(1986)-  35 13 03.     (N)    112 20 57.     (W)     SCALED    
 FR0772* NAVD 88     -      1866.977  (meters)    6125.24   (feet)  ADJUSTED  
 FR0772  ___________________________________________________________________
 FR0772  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 FR0772  DYNAMIC HT  -        1864.417 (meters)    6116.84  (feet)  COMP
 FR0772  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 FR0772
 FR0772  VERT ORDER  -  FIRST     CLASS II
 FR0772
 FR0772.The horizontal coordinates were scaled from a topographic map and have
 FR0772.an estimated accuracy of +/- 6 seconds.
 FR0772
 FR0772.The orthometric height was determined by differential leveling
 FR0772.and adjusted in June 1991.
 FR0772
 FR0772.The geoid height was determined by GEOID03.
 FR0772
 FR0772.The dynamic height is computed by dividing the NAVD 88
 FR0772.geopotential number by the normal gravity value computed on the
 FR0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0772.degrees latitude (g = 980.6199 gals.).
 FR0772
 FR0772.The modeled gravity was interpolated from observed gravity values.
 FR0772
 FR0772;                    North         East    Units  Estimated Accuracy
 FR0772;SPC AZ C     -   467,790.      173,990.      MT  (+/- 180 meters Scaled)
 FR0772
 FR0772                          SUPERSEDED SURVEY CONTROL
 FR0772
 FR0772.No superseded survey control is available for this station.
 FR0772
 FR0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD772979(NAD 83)
 FR0772_MARKER: DB = BENCH MARK DISK
 FR0772_SETTING: 66 = SET IN ROCK OUTCROP
 FR0772_SP_SET: ROCK OUTCROP
 FR0772_STAMPING: J 489 1982
 FR0772_MARK LOGO: NGS   
 FR0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0772+STABILITY: POSITION/ELEVATION WELL
 FR0772
 FR0772  HISTORY     - Date     Condition        Report By
 FR0772  HISTORY     - 1982     MONUMENTED       NGS
 FR0772
 FR0772                          STATION DESCRIPTION
 FR0772
 FR0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0772'12.2 KM (7.6 MI) EAST FROM ASH FORK.
 FR0772'12.2 KM (7.6 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0772'US HIGHWAY 89 IN ASH FORK, 0.6 KM (0.4 MI) EAST OF THE CROSSING OF A
 FR0772'STEEL TOWER POWER LINE, AT THE EAST END OF A LONG FILL WITH STEEL
 FR0772'GUARDRAILS, IN TOP OF A CONGLOMERATE LIMESTONE OUTCROP PROJECTING 1
 FR0772'FOOT FROM THE WEST END OF A LOW ROCKY CUT ON THE OUTSIDE OF THE WEST
 FR0772'END OF A CURVE, 48.7 METERS (160 FT) NORTH OF AND ACROSS THE HIGHWAY
 FR0772'LANES FROM A L SHAPED HEADWALL, 14.0 METERS (46 FT) NORTH OF THE
 FR0772'CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 3.6 METERS (12 FT)
 FR0772'NORTHEAST OF THE EAST END OF THE STEEL GUARDRAIL, 15.5 METERS (51 FT)
 FR0772'SOUTH OF A FENCE.
 FR0772'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 FR0772'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0049 ***********************************************************************
 GP0049  DESIGNATION -  J 49
 GP0049  PID         -  GP0049
 GP0049  STATE/COUNTY-  AZ/NAVAJO
 GP0049  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0049
 GP0049                         *CURRENT SURVEY CONTROL
 GP0049  ___________________________________________________________________
 GP0049* NAD 83(1986)-  36 29 31.     (N)    110 38 20.     (W)     SCALED    
 GP0049* NAVD 88     -      1917.425  (meters)    6290.75   (feet)  ADJUSTED  
 GP0049  ___________________________________________________________________
 GP0049  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 GP0049  DYNAMIC HT  -        1914.993 (meters)    6282.77  (feet)  COMP
 GP0049  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 GP0049
 GP0049  VERT ORDER  -  FIRST     CLASS II
 GP0049
 GP0049.The horizontal coordinates were scaled from a topographic map and have
 GP0049.an estimated accuracy of +/- 6 seconds.
 GP0049
 GP0049.The orthometric height was determined by differential leveling
 GP0049.and adjusted in June 1991.
 GP0049
 GP0049.The geoid height was determined by GEOID03.
 GP0049
 GP0049.The dynamic height is computed by dividing the NAVD 88
 GP0049.geopotential number by the normal gravity value computed on the
 GP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0049.degrees latitude (g = 980.6199 gals.).
 GP0049
 GP0049.The modeled gravity was interpolated from observed gravity values.
 GP0049
 GP0049;                    North         East    Units  Estimated Accuracy
 GP0049;SPC AZ E     -   609,200.      171,050.      MT  (+/- 180 meters Scaled)
 GP0049
 GP0049                          SUPERSEDED SURVEY CONTROL
 GP0049
 GP0049  NGVD 29 (??/??/92) 1916.393  (m)         6287.37   (f) ADJ UNCH    1 2
 GP0049
 GP0049.Superseded values are not recommended for survey control.
 GP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0049.See file dsdata.txt to determine how the superseded data were derived.
 GP0049
 GP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF323385(NAD 83)
 GP0049_MARKER: DB = BENCH MARK DISK
 GP0049_SETTING: 0 = UNSPECIFIED SETTING
 GP0049_STAMPING: J 49 1934
 GP0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0049
 GP0049  HISTORY     - Date     Condition        Report By
 GP0049  HISTORY     - 1934     MONUMENTED       CGS
 GP0049  HISTORY     - 1970     GOOD             USGS
 GP0049  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0049
 GP0049                          STATION DESCRIPTION
 GP0049
 GP0049'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0049'28.6 MI SW FROM KAYENA.
 GP0049'28.6 MILES SOUTHWEST ALONG US HWY. 164 FROM KAYENA, NAVAJO COUNTY, 9.1
 GP0049'MILES SOUTHWEST OF ROAD TO NAVAJO NATIONAL MONUMENT 3.3 MILES
 GP0049'SOUTHWEST OF A DIRT ROAD TO SHONTO, WHERE HIGHWAY CROSSES A FLAT,
 GP0049'ABOUT 1520 FEET NORTHWEST OF HIGHWAY, 126 FEET NORTHWEST FORM THE
 GP0049'CREST OF A SOUTHWEST-NORTHEAST DIRT DAM, 276 FEET FROM SOUTHWEST END
 GP0049'OF THE DAM.  NOTE-- THE OLD TUBA CITY-KAYENTA DIRT ROAD IS NO LONGER
 GP0049'DISCERNIBLE.
 GP0049
 GP0049                          STATION RECOVERY (1983)
 GP0049
 GP0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0381 ***********************************************************************
 FQ0381  DESIGNATION -  J 490
 FQ0381  PID         -  FQ0381
 FQ0381  STATE/COUNTY-  AZ/COCONINO
 FQ0381  USGS QUAD   -  BELLEMONT (1980)
 FQ0381
 FQ0381                         *CURRENT SURVEY CONTROL
 FQ0381  ___________________________________________________________________
 FQ0381* NAD 83(1986)-  35 14 55.     (N)    111 52 02.     (W)     SCALED    
 FQ0381* NAVD 88     -      2205.419  (meters)    7235.61   (feet)  ADJUSTED  
 FQ0381  ___________________________________________________________________
 FQ0381  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0381  DYNAMIC HT  -        2202.282 (meters)    7225.32  (feet)  COMP
 FQ0381  MODELED GRAV-     979,131.4   (mgal)                       NAVD 88
 FQ0381
 FQ0381  VERT ORDER  -  FIRST     CLASS II
 FQ0381
 FQ0381.The horizontal coordinates were scaled from a topographic map and have
 FQ0381.an estimated accuracy of +/- 6 seconds.
 FQ0381
 FQ0381.The orthometric height was determined by differential leveling
 FQ0381.and adjusted in June 1991.
 FQ0381
 FQ0381.The geoid height was determined by GEOID03.
 FQ0381
 FQ0381.The dynamic height is computed by dividing the NAVD 88
 FQ0381.geopotential number by the normal gravity value computed on the
 FQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0381.degrees latitude (g = 980.6199 gals.).
 FQ0381
 FQ0381.The modeled gravity was interpolated from observed gravity values.
 FQ0381
 FQ0381;                    North         East    Units  Estimated Accuracy
 FQ0381;SPC AZ C     -   471,150.      217,860.      MT  (+/- 180 meters Scaled)
 FQ0381
 FQ0381                          SUPERSEDED SURVEY CONTROL
 FQ0381
 FQ0381.No superseded survey control is available for this station.
 FQ0381
 FQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE211009(NAD 83)
 FQ0381_MARKER: DB = BENCH MARK DISK
 FQ0381_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0381_SP_SET: ROCK OUTCROP
 FQ0381_STAMPING: J 490 1982
 FQ0381_MARK LOGO: NGS   
 FQ0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0381+STABILITY: POSITION/ELEVATION WELL
 FQ0381
 FQ0381  HISTORY     - Date     Condition        Report By
 FQ0381  HISTORY     - 1982     MONUMENTED       NGS
 FQ0381
 FQ0381                          STATION DESCRIPTION
 FQ0381
 FQ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0381'21.4 KM (13.3 MI) WEST FROM FLAGSTAFF.
 FQ0381'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0381'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 8.5 KM (5.3 MI) WEST ALONG
 FQ0381'OLD US HIGHWAY 66, OR 21.4 KM (13.3 MI) WEST ALONG INTERSTATE HIGHWAY
 FQ0381'40 FROM THE JUNCTION OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, AT THE
 FQ0381'JUNCTION OF OLD US HIGHWAY 66 AND INTERSTATE HIGHWAY 40, IN TOP OF A 2
 FQ0381'BY 3 FOOT EXPOSSED PORTION OF A MASSIVE OUTCROP PROJECTING 2 FEET
 FQ0381'ABOVE THE GROUND, 270 METERS (900 FT) PACED EAST OF THE JUNCTION OF
 FQ0381'THE CENTERLINES OF INTERSTATE HIGHWAY 40 AND OLD US HIGHWAY 66, ABOUT
 FQ0381'60 METERS (200 FT) NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, 100.9
 FQ0381'METERS (360 FT) EAST OF A CATTLE UNDERPASS, 13.7 METERS (45 FT) NORTH
 FQ0381'OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 0.6 KM (0.4 MI)
 FQ0381'WEST OF BENCH MARK K 341.  NOTE--FENCED OFF, ACCESS IS HAD 4 KM (2.5
 FQ0381'MI) EAST.
 FQ0381'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0381'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0405 ***********************************************************************
 FQ0405  DESIGNATION -  J 491
 FQ0405  PID         -  FQ0405
 FQ0405  STATE/COUNTY-  AZ/COCONINO
 FQ0405  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0405
 FQ0405                         *CURRENT SURVEY CONTROL
 FQ0405  ___________________________________________________________________
 FQ0405* NAD 83(1986)-  35 01 45.     (N)    111 44 35.     (W)     SCALED    
 FQ0405* NAVD 88     -      1844.407  (meters)    6051.19   (feet)  ADJUSTED  
 FQ0405  ___________________________________________________________________
 FQ0405  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0405  DYNAMIC HT  -        1841.840 (meters)    6042.77  (feet)  COMP
 FQ0405  MODELED GRAV-     979,177.3   (mgal)                       NAVD 88
 FQ0405
 FQ0405  VERT ORDER  -  FIRST     CLASS II
 FQ0405
 FQ0405.The horizontal coordinates were scaled from a topographic map and have
 FQ0405.an estimated accuracy of +/- 6 seconds.
 FQ0405
 FQ0405.The orthometric height was determined by differential leveling
 FQ0405.and adjusted in June 1991.
 FQ0405
 FQ0405.The geoid height was determined by GEOID03.
 FQ0405
 FQ0405.The dynamic height is computed by dividing the NAVD 88
 FQ0405.geopotential number by the normal gravity value computed on the
 FQ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0405.degrees latitude (g = 980.6199 gals.).
 FQ0405
 FQ0405.The modeled gravity was interpolated from observed gravity values.
 FQ0405
 FQ0405;                    North         East    Units  Estimated Accuracy
 FQ0405;SPC AZ C     -   446,820.      229,200.      MT  (+/- 180 meters Scaled)
 FQ0405
 FQ0405                          SUPERSEDED SURVEY CONTROL
 FQ0405
 FQ0405.No superseded survey control is available for this station.
 FQ0405
 FQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD322765(NAD 83)
 FQ0405_MARKER: DB = BENCH MARK DISK
 FQ0405_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0405_SP_SET: ROCK OUTCROP
 FQ0405_STAMPING: J 491 1982
 FQ0405_MARK LOGO: NGS   
 FQ0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0405+STABILITY: POSITION/ELEVATION WELL
 FQ0405
 FQ0405  HISTORY     - Date     Condition        Report By
 FQ0405  HISTORY     - 1982     MONUMENTED       NGS
 FQ0405
 FQ0405                          STATION DESCRIPTION
 FQ0405
 FQ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0405'20.4 KM (12.7 MI) SW FROM FLAGSTAFF.
 FQ0405'20.4 KM (12.7 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0405'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE
 FQ0405'BASE OF A MASSIVE SANDSTONE CUT ON THE OUTSIDE OF A VERY SHARP CURVE
 FQ0405'AND MIDWAY BETWEEN A CULVERT AND A TURN OUT, 11.0 METERS (36.0 FT)
 FQ0405'WEST OF THE HIGHWAY CENTERLINE, 7.3 METERS (24.0 FT) SOUTH OF A DRY
 FQ0405'FALL.
 FQ0405'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0405'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0459 ***********************************************************************
 FQ0459  DESIGNATION -  J 492
 FQ0459  PID         -  FQ0459
 FQ0459  STATE/COUNTY-  AZ/COCONINO
 FQ0459  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0459
 FQ0459                         *CURRENT SURVEY CONTROL
 FQ0459  ___________________________________________________________________
 FQ0459* NAD 83(1986)-  35 14 59.     (N)    111 33 36.     (W)     SCALED    
 FQ0459* NAVD 88     -      2095.238  (meters)    6874.13   (feet)  ADJUSTED  
 FQ0459  ___________________________________________________________________
 FQ0459  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0459  DYNAMIC HT  -        2092.238 (meters)    6864.28  (feet)  COMP
 FQ0459  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 FQ0459
 FQ0459  VERT ORDER  -  FIRST     CLASS II
 FQ0459
 FQ0459.The horizontal coordinates were scaled from a topographic map and have
 FQ0459.an estimated accuracy of +/- 6 seconds.
 FQ0459
 FQ0459.The orthometric height was determined by differential leveling
 FQ0459.and adjusted in June 1991.
 FQ0459
 FQ0459.The geoid height was determined by GEOID03.
 FQ0459
 FQ0459.The dynamic height is computed by dividing the NAVD 88
 FQ0459.geopotential number by the normal gravity value computed on the
 FQ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0459.degrees latitude (g = 980.6199 gals.).
 FQ0459
 FQ0459.The modeled gravity was interpolated from observed gravity values.
 FQ0459
 FQ0459;                    North         East    Units  Estimated Accuracy
 FQ0459;SPC AZ C     -   471,340.      245,820.      MT  (+/- 180 meters Scaled)
 FQ0459
 FQ0459                          SUPERSEDED SURVEY CONTROL
 FQ0459
 FQ0459.No superseded survey control is available for this station.
 FQ0459
 FQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE490008(NAD 83)
 FQ0459_MARKER: I = METAL ROD
 FQ0459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0459_SP_SET: STAINLESS STEEL ROD
 FQ0459_STAMPING: J 492 1982
 FQ0459_MARK LOGO: NGS   
 FQ0459_PROJECTION: FLUSH
 FQ0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0459_ROD/PIPE-DEPTH: 2.1  meters
 FQ0459
 FQ0459  HISTORY     - Date     Condition        Report By
 FQ0459  HISTORY     - 1982     MONUMENTED       NGS
 FQ0459
 FQ0459                          STATION DESCRIPTION
 FQ0459
 FQ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0459'14.3 KM (8.9 MI) NORTH FROM FLAGSTAFF.
 FQ0459'14.3 KM (8.9 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0459'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT MILEPOST 421, 23.4
 FQ0459'METERS (77 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 22.2 METERS (23
 FQ0459'FT) NORTHWEST OF MILEPOST 421, 10.9 METERS (36 FT) WEST OF A JUNIPER
 FQ0459'TREE, 3.9 METERS (13 FT) NORTHEAST OF A 10-INCH PINE TREE, 0.3 METER
 FQ0459'(1.0 FT) SOUTHEAST OF A FENCE.
 FQ0459'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FQ0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0667 ***********************************************************************
 ES0667  DESIGNATION -  J 493
 ES0667  PID         -  ES0667
 ES0667  STATE/COUNTY-  AZ/YAVAPAI
 ES0667  USGS QUAD   -  CORNVILLE (1968)
 ES0667
 ES0667                         *CURRENT SURVEY CONTROL
 ES0667  ___________________________________________________________________
 ES0667* NAD 83(1986)-  34 44 04.     (N)    111 58 35.     (W)     SCALED    
 ES0667* NAVD 88     -      1040.633  (meters)    3414.14   (feet)  ADJUSTED  
 ES0667  ___________________________________________________________________
 ES0667  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 ES0667  DYNAMIC HT  -        1039.334 (meters)    3409.88  (feet)  COMP
 ES0667  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 ES0667
 ES0667  VERT ORDER  -  FIRST     CLASS II
 ES0667
 ES0667.The horizontal coordinates were scaled from a topographic map and have
 ES0667.an estimated accuracy of +/- 6 seconds.
 ES0667
 ES0667.The orthometric height was determined by differential leveling
 ES0667.and adjusted in June 1991.
 ES0667
 ES0667.The geoid height was determined by GEOID03.
 ES0667
 ES0667.The dynamic height is computed by dividing the NAVD 88
 ES0667.geopotential number by the normal gravity value computed on the
 ES0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0667.degrees latitude (g = 980.6199 gals.).
 ES0667
 ES0667.The modeled gravity was interpolated from observed gravity values.
 ES0667
 ES0667;                    North         East    Units  Estimated Accuracy
 ES0667;SPC AZ C     -   414,120.      207,890.      MT  (+/- 180 meters Scaled)
 ES0667
 ES0667                          SUPERSEDED SURVEY CONTROL
 ES0667
 ES0667.No superseded survey control is available for this station.
 ES0667
 ES0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD106440(NAD 83)
 ES0667_MARKER: DB = BENCH MARK DISK
 ES0667_SETTING: 66 = SET IN ROCK OUTCROP
 ES0667_SP_SET: ROCK OUTCROP
 ES0667_STAMPING: J 493 1982
 ES0667_MARK LOGO: NGS   
 ES0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0667+STABILITY: POSITION/ELEVATION WELL
 ES0667
 ES0667  HISTORY     - Date     Condition        Report By
 ES0667  HISTORY     - 1982     MONUMENTED       NGS
 ES0667
 ES0667                          STATION DESCRIPTION
 ES0667
 ES0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0667'3.0 KM (1.9 MI) NE FROM COTTONWOOD.
 ES0667'3.0 KM (1.9 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0667'JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, IN TOP OF A LIMESTONE
 ES0667'OUTCROP IN A LOW CUT AND AT THE SOUTHWEST END OF A SMALL TURN OUT
 ES0667'AREA, 0.2 KM (0.15 MI) NORTHEAST OF THE T JUNCTION OF A PAVED ROAD
 ES0667'LEADING EAST, 7.3 METERS (24 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 ES0667'13.7 METERS (45 FT) NORTHWEST OF A FENCE, 13.7 METERS (45 FT)
 ES0667'SOUTHEAST OF A NO PASSING SIGN.
 ES0667'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0667'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0688 ***********************************************************************
 ES0688  DESIGNATION -  J 494
 ES0688  PID         -  ES0688
 ES0688  STATE/COUNTY-  AZ/YAVAPAI
 ES0688  USGS QUAD   -  CAMP VERDE (1969)
 ES0688
 ES0688                         *CURRENT SURVEY CONTROL
 ES0688  ___________________________________________________________________
 ES0688* NAD 83(1986)-  34 31 42.     (N)    111 46 57.     (W)     SCALED    
 ES0688* NAVD 88     -       974.741  (meters)    3197.96   (feet)  ADJUSTED  
 ES0688  ___________________________________________________________________
 ES0688  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES0688  DYNAMIC HT  -         973.522 (meters)    3193.96  (feet)  COMP
 ES0688  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 ES0688  OBS GRAVITY -     979,352.6   (mgal)                       GRAV_OBS
 ES0688
 ES0688  VERT ORDER  -  FIRST     CLASS II
 ES0688
 ES0688.The horizontal coordinates were scaled from a topographic map and have
 ES0688.an estimated accuracy of +/- 6 seconds.
 ES0688
 ES0688.The orthometric height was determined by differential leveling
 ES0688.and adjusted in June 1991.
 ES0688
 ES0688.The geoid height was determined by GEOID03.
 ES0688
 ES0688.The dynamic height is computed by dividing the NAVD 88
 ES0688.geopotential number by the normal gravity value computed on the
 ES0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0688.degrees latitude (g = 980.6199 gals.).
 ES0688
 ES0688.The modeled gravity was interpolated from observed gravity values.
 ES0688.The observed gravity was obtained from relative gravimeter ties
 ES0688.to the IGSN71 gravity network.
 ES0688
 ES0688;                    North         East    Units  Estimated Accuracy
 ES0688;SPC AZ C     -   391,260.      225,680.      MT  (+/- 180 meters Scaled)
 ES0688
 ES0688                          SUPERSEDED SURVEY CONTROL
 ES0688
 ES0688.No superseded survey control is available for this station.
 ES0688
 ES0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD281210(NAD 83)
 ES0688_MARKER: I = METAL ROD
 ES0688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0688_SP_SET: STAINLESS STEEL ROD
 ES0688_STAMPING: J 494 1982
 ES0688_MARK LOGO: NGS   
 ES0688_PROJECTION: FLUSH
 ES0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0688_ROD/PIPE-DEPTH: 12.5 meters
 ES0688
 ES0688  HISTORY     - Date     Condition        Report By
 ES0688  HISTORY     - 1982     MONUMENTED       NGS
 ES0688
 ES0688                          STATION DESCRIPTION
 ES0688
 ES0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0688'9.2 KM (5.7 MI) SE FROM CAMP VERDE.
 ES0688'9.2 KM (5.7 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0688'OFFICE IN CAMP VERDE, AT THE T JUNCTION OF TWO FENCE LINES AT THE
 ES0688'NORTHWEST CORNER OF A FENCED YARD AND A DOUBLE WIDE MOBILE HOME IN THE
 ES0688'SOUTHEAST CORNER OF A JUNCTION OF A TRACK ROAD LEADING SOUTH, 15.5
 ES0688'METERS (51 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 36.7 METERS (121
 ES0688'FT) SOUTHEAST OF THE TRACK ROAD CENTER, 60.0 METERS (197 FT) NORTHWEST
 ES0688'OF THE DRIVEWAY CENTER, 0.5 METER (1.5 FT) NORTHEAST OF A FENCE, 24.0
 ES0688'METERS (79 FT) NORTH OF THE NORTH CORNER OF THE MOBILE HOME.
 ES0688'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ES0688'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0718 ***********************************************************************
 ES0718  DESIGNATION -  J 495
 ES0718  PID         -  ES0718
 ES0718  STATE/COUNTY-  AZ/GILA
 ES0718  USGS QUAD   -  STRAWBERRY (1967)
 ES0718
 ES0718                         *CURRENT SURVEY CONTROL
 ES0718  ___________________________________________________________________
 ES0718* NAD 83(1986)-  34 24 27.     (N)    111 34 39.     (W)     SCALED    
 ES0718* NAVD 88     -      1655.206  (meters)    5430.45   (feet)  ADJUSTED  
 ES0718  ___________________________________________________________________
 ES0718  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 ES0718  DYNAMIC HT  -        1652.903 (meters)    5422.90  (feet)  COMP
 ES0718  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 ES0718
 ES0718  VERT ORDER  -  FIRST     CLASS II
 ES0718
 ES0718.The horizontal coordinates were scaled from a topographic map and have
 ES0718.an estimated accuracy of +/- 6 seconds.
 ES0718
 ES0718.The orthometric height was determined by differential leveling
 ES0718.and adjusted in June 1991.
 ES0718
 ES0718.The geoid height was determined by GEOID03.
 ES0718
 ES0718.The dynamic height is computed by dividing the NAVD 88
 ES0718.geopotential number by the normal gravity value computed on the
 ES0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0718.degrees latitude (g = 980.6199 gals.).
 ES0718
 ES0718.The modeled gravity was interpolated from observed gravity values.
 ES0718
 ES0718;                    North         East    Units  Estimated Accuracy
 ES0718;SPC AZ E     -   378,750.       83,650.      MT  (+/- 180 meters Scaled)
 ES0718
 ES0718                          SUPERSEDED SURVEY CONTROL
 ES0718
 ES0718.No superseded survey control is available for this station.
 ES0718
 ES0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD469074(NAD 83)
 ES0718_MARKER: DB = BENCH MARK DISK
 ES0718_SETTING: 66 = SET IN ROCK OUTCROP
 ES0718_SP_SET: ROCK OUTCROP
 ES0718_STAMPING: J 495 1982
 ES0718_MARK LOGO: NGS   
 ES0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0718+STABILITY: POSITION/ELEVATION WELL
 ES0718
 ES0718  HISTORY     - Date     Condition        Report By
 ES0718  HISTORY     - 1982     MONUMENTED       NGS
 ES0718
 ES0718                          STATION DESCRIPTION
 ES0718
 ES0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0718'13.8 KM (8.6 MI) NW FROM PINE.
 ES0718'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0718'IN PINE, THENCE 9.0 KM (5.6 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0718'OF A POINT OF ROCK ON THE SOUTHWEST RIM OF A DEEP CANYON AT A POINT
 ES0718'WHERE A WASH FLOWS INTO THE CANYON, ON THE OUTSIDE OF A CURVE, 10.5
 ES0718'METERS (35 FT) NORTHEAST OF THE ROAD CENTERLINE, 2.1 METERS (7 FT)
 ES0718'SOUTHWEST OF THE CANYON RIM.
 ES0718'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ES0718'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0735 ***********************************************************************
 ES0735  DESIGNATION -  J 496
 ES0735  PID         -  ES0735
 ES0735  STATE/COUNTY-  AZ/GILA
 ES0735  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0735
 ES0735                         *CURRENT SURVEY CONTROL
 ES0735  ___________________________________________________________________
 ES0735* NAD 83(1986)-  34 19 22.     (N)    111 25 03.     (W)     SCALED    
 ES0735* NAVD 88     -      1570.470  (meters)    5152.45   (feet)  ADJUSTED  
 ES0735  ___________________________________________________________________
 ES0735  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 ES0735  DYNAMIC HT  -        1568.309 (meters)    5145.36  (feet)  COMP
 ES0735  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 ES0735  OBS GRAVITY -     979,204.1   (mgal)                       GRAV_OBS
 ES0735
 ES0735  VERT ORDER  -  FIRST     CLASS II
 ES0735
 ES0735.The horizontal coordinates were scaled from a topographic map and have
 ES0735.an estimated accuracy of +/- 6 seconds.
 ES0735
 ES0735.The orthometric height was determined by differential leveling
 ES0735.and adjusted in June 1991.
 ES0735
 ES0735.The geoid height was determined by GEOID03.
 ES0735
 ES0735.The dynamic height is computed by dividing the NAVD 88
 ES0735.geopotential number by the normal gravity value computed on the
 ES0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0735.degrees latitude (g = 980.6199 gals.).
 ES0735
 ES0735.The modeled gravity was interpolated from observed gravity values.
 ES0735.The observed gravity was obtained from relative gravimeter ties
 ES0735.to the IGSN71 gravity network.
 ES0735
 ES0735;                    North         East    Units  Estimated Accuracy
 ES0735;SPC AZ E     -   369,160.       98,250.      MT  (+/- 180 meters Scaled)
 ES0735
 ES0735                          SUPERSEDED SURVEY CONTROL
 ES0735
 ES0735.No superseded survey control is available for this station.
 ES0735
 ES0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC615980(NAD 83)
 ES0735_MARKER: DB = BENCH MARK DISK
 ES0735_SETTING: 66 = SET IN ROCK OUTCROP
 ES0735_SP_SET: ROCK OUTCROP
 ES0735_STAMPING: J 496 1982
 ES0735_MARK LOGO: NGS   
 ES0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0735+STABILITY: POSITION/ELEVATION WELL
 ES0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0735+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 ES0735
 ES0735  HISTORY     - Date     Condition        Report By
 ES0735  HISTORY     - 1982     MONUMENTED       NGS
 ES0735  HISTORY     - 19980819 GOOD             USPSQD
 ES0735  HISTORY     - 20080808 GOOD             GEOCAC
 ES0735
 ES0735                          STATION DESCRIPTION
 ES0735
 ES0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0735'8.2 KM (5.1 MI) SE FROM PINE.
 ES0735'8.2 KM (5.1 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0735'IN PINE, IN TOP OF A PORTION OF VOLCANIC OUTCROP PROJECTING 1 FOOT
 ES0735'ABOVE THE SURFACE OF THE GROUND IN THE CUT BANK, 8.2 METERS (27 FT)
 ES0735'NORTH OF THE HIGHWAY CENTERLINE, 85.3 METERS (280 FT) NORTH OF A
 ES0735'18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0735'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0735'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0735
 ES0735                          STATION RECOVERY (1998)
 ES0735
 ES0735'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0735'RECOVERED IN GOOD CONDITION.
 ES0735
 ES0735                          STATION RECOVERY (2008)
 ES0735
 ES0735'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0735'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0735'34 19 23.3 (N)   111 22 01.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0761 ***********************************************************************
 ES0761  DESIGNATION -  J 497
 ES0761  PID         -  ES0761
 ES0761  STATE/COUNTY-  AZ/GILA
 ES0761  USGS QUAD   -  GISELA (1972)
 ES0761
 ES0761                         *CURRENT SURVEY CONTROL
 ES0761  ___________________________________________________________________
 ES0761* NAD 83(1986)-  34 01 19.     (N)    111 18 47.     (W)     SCALED    
 ES0761* NAVD 88     -       888.589  (meters)    2915.31   (feet)  ADJUSTED  
 ES0761  ___________________________________________________________________
 ES0761  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ES0761  DYNAMIC HT  -         887.462 (meters)    2911.61  (feet)  COMP
 ES0761  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 ES0761
 ES0761  VERT ORDER  -  FIRST     CLASS II
 ES0761
 ES0761.The horizontal coordinates were scaled from a topographic map and have
 ES0761.an estimated accuracy of +/- 6 seconds.
 ES0761
 ES0761.The orthometric height was determined by differential leveling
 ES0761.and adjusted in June 1991.
 ES0761
 ES0761.The geoid height was determined by GEOID03.
 ES0761
 ES0761.The dynamic height is computed by dividing the NAVD 88
 ES0761.geopotential number by the normal gravity value computed on the
 ES0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0761.degrees latitude (g = 980.6199 gals.).
 ES0761
 ES0761.The modeled gravity was interpolated from observed gravity values.
 ES0761
 ES0761;                    North         East    Units  Estimated Accuracy
 ES0761;SPC AZ E     -   335,680.      107,490.      MT  (+/- 180 meters Scaled)
 ES0761
 ES0761                          SUPERSEDED SURVEY CONTROL
 ES0761
 ES0761.No superseded survey control is available for this station.
 ES0761
 ES0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710646(NAD 83)
 ES0761_MARKER: I = METAL ROD
 ES0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0761_SP_SET: STAINLESS STEEL ROD
 ES0761_STAMPING: J 497 1982
 ES0761_MARK LOGO: NGS   
 ES0761_PROJECTION: FLUSH
 ES0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0761_ROD/PIPE-DEPTH: 4.6  meters
 ES0761
 ES0761  HISTORY     - Date     Condition        Report By
 ES0761  HISTORY     - 1982     MONUMENTED       NGS
 ES0761  HISTORY     - 20080307 GOOD             GEOCAC
 ES0761
 ES0761                          STATION DESCRIPTION
 ES0761
 ES0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0761'18.7 KM (11.6 MI) NORTH FROM PUNKIN CENTER.
 ES0761'17.2 KM (10.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 ES0761'IN PUNKIN CENTER, THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG RYE CREEK
 ES0761'ROAD, IN A LARGE FLAT AREA AND IN LINE WITH A ROW OF POWER LINE POLES,
 ES0761'0.1 KM (0.05 MI) SOUTHWEST OF A T JUNCTION OF A TRACK ROAD LEADING
 ES0761'WEST, 46.0 METERS (151 FT) SOUTHEAST OF THE ROAD CENTERLINE, 0.9 METER
 ES0761'(3 FT) NORTHEAST OF A POWER POLE.
 ES0761'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 ES0761'THE MARK IS 0.3 M ABOVE THE ROAD.
 ES0761
 ES0761                          STATION RECOVERY (2008)
 ES0761
 ES0761'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0761'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0761'THE DESCRIPTION - THE WITNESS POST HAS BEEN DESTROYED. HANDHELD
 ES0761'COORDINATES
 ES0761'34 01 19.5 (N)   111 18 47.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1634 ***********************************************************************
 DU1634  DESIGNATION -  J 498
 DU1634  PID         -  DU1634
 DU1634  STATE/COUNTY-  AZ/GILA
 DU1634  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1634
 DU1634                         *CURRENT SURVEY CONTROL
 DU1634  ___________________________________________________________________
 DU1634* NAD 83(1986)-  33 42 35.     (N)    111 12 10.     (W)     SCALED    
 DU1634* NAVD 88     -       709.883  (meters)    2329.01   (feet)  ADJUSTED  
 DU1634  ___________________________________________________________________
 DU1634  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU1634  DYNAMIC HT  -         708.982 (meters)    2326.05  (feet)  COMP
 DU1634  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 DU1634
 DU1634  VERT ORDER  -  FIRST     CLASS II
 DU1634
 DU1634.The horizontal coordinates were scaled from a topographic map and have
 DU1634.an estimated accuracy of +/- 6 seconds.
 DU1634
 DU1634.The orthometric height was determined by differential leveling
 DU1634.and adjusted in June 1991.
 DU1634
 DU1634.The geoid height was determined by GEOID03.
 DU1634
 DU1634.The dynamic height is computed by dividing the NAVD 88
 DU1634.geopotential number by the normal gravity value computed on the
 DU1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1634.degrees latitude (g = 980.6199 gals.).
 DU1634
 DU1634.The modeled gravity was interpolated from observed gravity values.
 DU1634
 DU1634;                    North         East    Units  Estimated Accuracy
 DU1634;SPC AZ E     -   300,940.      117,320.      MT  (+/- 180 meters Scaled)
 DU1634
 DU1634                          SUPERSEDED SURVEY CONTROL
 DU1634
 DU1634.No superseded survey control is available for this station.
 DU1634
 DU1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC812299(NAD 83)
 DU1634_MARKER: I = METAL ROD
 DU1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1634_SP_SET: STAINLESS STEEL ROD
 DU1634_STAMPING: J 498 1983
 DU1634_MARK LOGO: NGS   
 DU1634_PROJECTION: FLUSH
 DU1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1634+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1634_ROD/PIPE-DEPTH: 1.5  meters
 DU1634
 DU1634  HISTORY     - Date     Condition        Report By
 DU1634  HISTORY     - 1983     MONUMENTED       NGS
 DU1634  HISTORY     - 20070506 GOOD             GEOCAC
 DU1634
 DU1634                          STATION DESCRIPTION
 DU1634
 DU1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1634'8.8 KM (5.5 MI) NW FROM ROOSEVELT DAM.
 DU1634'8.8 KM (5.5 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1634'ROOSEVELT DAM, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A TRACK
 DU1634'ROAD LEADING SOUTHWEST, ON THE OUTSIDE OF A CURVE AND AT THE CREST OF
 DU1634'A GRADE, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 247, 17.1 METERS (56
 DU1634'FT) WEST OF THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT) NORTH OF THE
 DU1634'TRACK ROAD CENTER.
 DU1634'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DU1634'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU1634
 DU1634                          STATION RECOVERY (2007)
 DU1634
 DU1634'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0209 ***********************************************************************
 GQ0209  DESIGNATION -  J 499
 GQ0209  PID         -  GQ0209
 GQ0209  STATE/COUNTY-  AZ/MOHAVE
 GQ0209  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0209
 GQ0209                         *CURRENT SURVEY CONTROL
 GQ0209  ___________________________________________________________________
 GQ0209* NAD 83(1986)-  36 50 22.     (N)    113 59 15.     (W)     SCALED    
 GQ0209* NAVD 88     -       532.726  (meters)    1747.79   (feet)  ADJUSTED  
 GQ0209  ___________________________________________________________________
 GQ0209  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 GQ0209  DYNAMIC HT  -         532.190 (meters)    1746.03  (feet)  COMP
 GQ0209  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 GQ0209  OBS GRAVITY -     979,610.2   (mgal)                       GRAV_OBS
 GQ0209
 GQ0209  VERT ORDER  -  FIRST     CLASS II
 GQ0209
 GQ0209.The horizontal coordinates were scaled from a topographic map and have
 GQ0209.an estimated accuracy of +/- 6 seconds.
 GQ0209
 GQ0209.The orthometric height was determined by differential leveling
 GQ0209.and adjusted in June 1991.
 GQ0209
 GQ0209.The geoid height was determined by GEOID03.
 GQ0209
 GQ0209.The dynamic height is computed by dividing the NAVD 88
 GQ0209.geopotential number by the normal gravity value computed on the
 GQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0209.degrees latitude (g = 980.6199 gals.).
 GQ0209
 GQ0209.The modeled gravity was interpolated from observed gravity values.
 GQ0209.The observed gravity was obtained from relative gravimeter ties
 GQ0209.to the IGSN71 gravity network.
 GQ0209
 GQ0209;                    North         East    Units  Estimated Accuracy
 GQ0209;SPC AZ W     -   647,700.      192,180.      MT  (+/- 180 meters Scaled)
 GQ0209
 GQ0209                          SUPERSEDED SURVEY CONTROL
 GQ0209
 GQ0209.No superseded survey control is available for this station.
 GQ0209
 GQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF335812(NAD 83)
 GQ0209_MARKER: I = METAL ROD
 GQ0209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0209_SP_SET: STAINLESS STEEL ROD
 GQ0209_STAMPING: J 499 1982
 GQ0209_MARK LOGO: NGS   
 GQ0209_PROJECTION: FLUSH
 GQ0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0209_ROD/PIPE-DEPTH: 2.4  meters
 GQ0209
 GQ0209  HISTORY     - Date     Condition        Report By
 GQ0209  HISTORY     - 1982     MONUMENTED       NGS
 GQ0209
 GQ0209                          STATION DESCRIPTION
 GQ0209
 GQ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0209'8.9 KM (5.5 MI) NE FROM MESQUITE NV.
 GQ0209'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0209'MESQUITE, THENCE 8.35 KM (5.2 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0209'AT THE BASE OF A RIDGE ON THE OUTSIDE OF A CURVE, 1.3 KM (0.8 MI)
 GQ0209'SOUTHWEST OF THE BRIDGE OVER BIG BEND WASH, 0.2 KM (0.1 MI) NORTH OF
 GQ0209'THE CROSSING OF COON CREEK, 13.8 METERS (45.5 FT) WEST OF THE HIGHWAY
 GQ0209'CENTERLINE, 99.0 METERS (325 FT) NORTH OF THE SUMMIT OF A SMALL GRADE,
 GQ0209'50.0 METERS (164 FT) NORTH OF THE NORTH END OF A HIGHWAY CUT THROUGH A
 GQ0209'RIDGE.
 GQ0209'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 GQ0209'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0257 ***********************************************************************
 FQ0257  DESIGNATION -  J 5
 FQ0257  PID         -  FQ0257
 FQ0257  STATE/COUNTY-  AZ/COCONINO
 FQ0257  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0257
 FQ0257                         *CURRENT SURVEY CONTROL
 FQ0257  ___________________________________________________________________
 FQ0257* NAD 83(1986)-  35 13 38.     (N)    111 34 52.     (W)     SCALED    
 FQ0257* NAVD 88     -      2088.267  (meters)    6851.26   (feet)  POSTED    
 FQ0257  ___________________________________________________________________
 FQ0257  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0257  DYNAMIC HT  -        2085.280 (meters)    6841.46  (feet)  COMP
 FQ0257  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 FQ0257
 FQ0257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0257
 FQ0257.The horizontal coordinates were scaled from a topographic map and have
 FQ0257.an estimated accuracy of +/- 6 seconds.
 FQ0257
 FQ0257.The orthometric height was determined by differential leveling
 FQ0257.and adjusted by the  in 1992.
 FQ0257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0257.rate of 0.0 thru 1.0 mm/km.
 FQ0257
 FQ0257.The geoid height was determined by GEOID03.
 FQ0257
 FQ0257.The dynamic height is computed by dividing the NAVD 88
 FQ0257.geopotential number by the normal gravity value computed on the
 FQ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0257.degrees latitude (g = 980.6199 gals.).
 FQ0257
 FQ0257.The modeled gravity was interpolated from observed gravity values.
 FQ0257
 FQ0257;                    North         East    Units  Estimated Accuracy
 FQ0257;SPC AZ C     -   468,830.      243,900.      MT  (+/- 180 meters Scaled)
 FQ0257
 FQ0257                          SUPERSEDED SURVEY CONTROL
 FQ0257
 FQ0257  NGVD 29 (??/??/92) 2087.226  (m)         6847.84   (f) ADJ UNCH    1 2
 FQ0257
 FQ0257.Superseded values are not recommended for survey control.
 FQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0257.See file dsdata.txt to determine how the superseded data were derived.
 FQ0257
 FQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD471983(NAD 83)
 FQ0257_MARKER: DD = SURVEY DISK
 FQ0257_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0257_SP_SET: ROCK OUTCROP
 FQ0257_STAMPING: 1907
 FQ0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0257+STABILITY: POSITION/ELEVATION WELL
 FQ0257
 FQ0257  HISTORY     - Date     Condition        Report By
 FQ0257  HISTORY     - UNK      MONUMENTED       USGS
 FQ0257  HISTORY     - 1934     POOR             NGS
 FQ0257  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0257
 FQ0257                          STATION DESCRIPTION
 FQ0257
 FQ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0257'4.7 MI NE FROM FLAGSTAFF.
 FQ0257'4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FQ0257'AND SANTA FE RAILWAY STATION AT FLAGSTAFF, COCONINO COUNTY, 1.7 MILES
 FQ0257'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 89 AT TOWNSEND, OPPOSITE A
 FQ0257'POINT MIDWAY BETWEEN MT. ELDEN CAMP AND ELDEN RANGER STATION, AT THE
 FQ0257'ABANDONED GREENLAWS MILL, 30 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FQ0257'SAWMILL SITE, 78 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 FQ0257'WEST OF A ROTTED PINE STUMP, IN THE TOP OF A ROCK OUTCROP, AND 1 INCH
 FQ0257'UNDER GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FQ0257'STAMPED 1907.  NOTE-- A PORTION OF THE DISK IS BROKEN OFF, BUT THAT
 FQ0257'THE CENTERAL PORTION IS UNDISTURBED.
 FQ0257
 FQ0257                          STATION RECOVERY (1982)
 FQ0257
 FQ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0257'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0150 ***********************************************************************
 GP0150  DESIGNATION -  J 50
 GP0150  PID         -  GP0150
 GP0150  STATE/COUNTY-  AZ/COCONINO
 GP0150  USGS QUAD   -  TUBA CITY (1969)
 GP0150
 GP0150                         *CURRENT SURVEY CONTROL
 GP0150  ___________________________________________________________________
 GP0150* NAD 83(1986)-  36 07 45.     (N)    111 11 27.     (W)     SCALED    
 GP0150* NAVD 88     -      1514.162  (meters)    4967.71   (feet)  ADJUSTED  
 GP0150  ___________________________________________________________________
 GP0150  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 GP0150  DYNAMIC HT  -        1512.258 (meters)    4961.47  (feet)  COMP
 GP0150  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 GP0150
 GP0150  VERT ORDER  -  FIRST     CLASS II
 GP0150
 GP0150.The horizontal coordinates were scaled from a topographic map and have
 GP0150.an estimated accuracy of +/- 6 seconds.
 GP0150
 GP0150.The orthometric height was determined by differential leveling
 GP0150.and adjusted in June 1991.
 GP0150.WARNING-Repeat measurements at this control monument indicate possible
 GP0150.vertical movement.
 GP0150
 GP0150.The geoid height was determined by GEOID03.
 GP0150
 GP0150.The dynamic height is computed by dividing the NAVD 88
 GP0150.geopotential number by the normal gravity value computed on the
 GP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0150.degrees latitude (g = 980.6199 gals.).
 GP0150
 GP0150.The modeled gravity was interpolated from observed gravity values.
 GP0150
 GP0150;                    North         East    Units  Estimated Accuracy
 GP0150;SPC AZ C     -   569,090.      278,690.      MT  (+/- 180 meters Scaled)
 GP0150
 GP0150                          SUPERSEDED SURVEY CONTROL
 GP0150
 GP0150  NGVD 29 (??/??/92) 1513.223  (m)         4964.63   (f) ADJ UNCH    1 2
 GP0150
 GP0150.Superseded values are not recommended for survey control.
 GP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0150.See file dsdata.txt to determine how the superseded data were derived.
 GP0150
 GP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE828982(NAD 83)
 GP0150_MARKER: DB = BENCH MARK DISK
 GP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0150_STAMPING: J 50 1934
 GP0150_MARK LOGO: CGS   
 GP0150_PROJECTION: PROJECTING 10 CENTIMETERS
 GP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0150+STABILITY: SURFACE MOTION
 GP0150
 GP0150  HISTORY     - Date     Condition        Report By
 GP0150  HISTORY     - 1934     MONUMENTED       CGS
 GP0150  HISTORY     - 1983     GOOD             NGS
 GP0150
 GP0150                          STATION DESCRIPTION
 GP0150
 GP0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0150'3.1 MI NE FROM TUBA CITY.
 GP0150'3.1 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0150'COCONINO COUNTY, 1.4 MILES NORTHEAST OF A SMALL CREEK, ABOUT 1/2 MILE
 GP0150'SOUTHWEST OF A ROW OF POLES, AND 60 FEET SOUTH OF THE CENTERLINE OF
 GP0150'THE ROAD.  A STANDARD DISK, STAMPED J 50 1934 AND SET IN THE TOP OF A
 GP0150'CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY 164 AND
 GP0150'STATE HIGHWAY 264.  2.1 MILES NORTHEAST OF ALONG U.S. HIGHWAY 164, 256
 GP0150'FT. SOUTH-SOUTHEAST OF THE HIGHWAY AT A SIDE ROAD JUNCTION.  60 FT.
 GP0150'SOUTH OF THE CENTERLINE OF THE SIDE ROAD.  SET IN A CONCRETE POST
 GP0150'PROJECTING 0.6 FT.  USC AND GS BENCH MARK STAMPED J 50 1934.
 GP0150
 GP0150                          STATION RECOVERY (1983)
 GP0150
 GP0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0150'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.6 KM
 GP0150'(2.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 GP0150'STATE HIGHWAY 264 IN TUBA CITY, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST
 GP0150'324, 78.0 METERS (256.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GP0150'HIGHWAY, 41.6 METERS (136.5 FT) SOUTHEAST OF A UTILITY POLE, AND
 GP0150'18.3 METERS (60.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING EAST.
 GP0150'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GP0150'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0399 ***********************************************************************
 FP0399  DESIGNATION -  J 500
 FP0399  PID         -  FP0399
 FP0399  STATE/COUNTY-  AZ/APACHE
 FP0399  USGS QUAD   -  NAVAJO NORTH (1972)
 FP0399
 FP0399                         *CURRENT SURVEY CONTROL
 FP0399  ___________________________________________________________________
 FP0399* NAD 83(1986)-  35 08 15.     (N)    109 31 36.     (W)     SCALED    
 FP0399* NAVD 88     -      1740.559  (meters)    5710.48   (feet)  ADJUSTED  
 FP0399  ___________________________________________________________________
 FP0399  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FP0399  DYNAMIC HT  -        1738.136 (meters)    5702.53  (feet)  COMP
 FP0399  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 FP0399
 FP0399  VERT ORDER  -  FIRST     CLASS II
 FP0399
 FP0399.The horizontal coordinates were scaled from a topographic map and have
 FP0399.an estimated accuracy of +/- 6 seconds.
 FP0399
 FP0399.The orthometric height was determined by differential leveling
 FP0399.and adjusted in June 1991.
 FP0399
 FP0399.The geoid height was determined by GEOID03.
 FP0399
 FP0399.The dynamic height is computed by dividing the NAVD 88
 FP0399.geopotential number by the normal gravity value computed on the
 FP0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0399.degrees latitude (g = 980.6199 gals.).
 FP0399
 FP0399.The modeled gravity was interpolated from observed gravity values.
 FP0399
 FP0399;                    North         East    Units  Estimated Accuracy
 FP0399;SPC AZ E     -   459,020.      271,680.      MT  (+/- 180 meters Scaled)
 FP0399
 FP0399                          SUPERSEDED SURVEY CONTROL
 FP0399
 FP0399.No superseded survey control is available for this station.
 FP0399
 FP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD342892(NAD 83)
 FP0399_MARKER: I = METAL ROD
 FP0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0399_SP_SET: STAINLESS STEEL ROD
 FP0399_STAMPING: J 500 1983
 FP0399_MARK LOGO: NGS   
 FP0399_PROJECTION: FLUSH
 FP0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0399_ROD/PIPE-DEPTH: 4.9  meters
 FP0399
 FP0399  HISTORY     - Date     Condition        Report By
 FP0399  HISTORY     - 1983     MONUMENTED       NGS
 FP0399
 FP0399                          STATION DESCRIPTION
 FP0399
 FP0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0399'10.1 KM (6.25 MI) SW FROM CHAMBERS.
 FP0399'10.1 KM (6.25 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0399'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.2
 FP0399'KM (0.1 MI) NORTHEAST OF MILEPOST 327, 29.0 METERS (95.1 FT) SOUTHEAST
 FP0399'OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 3.1
 FP0399'METERS (10.2 FT) NORTHWEST OF A UTILITY POLE AND 0.3 METER (1.0 FT)
 FP0399'NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 FP0399'5-INCH LOGO CAP.
 FP0399'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FP0399'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0803 ***********************************************************************
 ES0803  DESIGNATION -  J 501
 ES0803  PID         -  ES0803
 ES0803  STATE/COUNTY-  AZ/NAVAJO
 ES0803  USGS QUAD   -  SNOWFLAKE (1970)
 ES0803
 ES0803                         *CURRENT SURVEY CONTROL
 ES0803  ___________________________________________________________________
 ES0803* NAD 83(1986)-  34 36 46.     (N)    110 05 26.     (W)     SCALED    
 ES0803* NAVD 88     -      1691.120  (meters)    5548.28   (feet)  ADJUSTED  
 ES0803  ___________________________________________________________________
 ES0803  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0803  DYNAMIC HT  -        1688.732 (meters)    5540.45  (feet)  COMP
 ES0803  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 ES0803
 ES0803  VERT ORDER  -  FIRST     CLASS II
 ES0803
 ES0803.The horizontal coordinates were scaled from a topographic map and have
 ES0803.an estimated accuracy of +/- 6 seconds.
 ES0803
 ES0803.The orthometric height was determined by differential leveling
 ES0803.and adjusted in June 1991.
 ES0803
 ES0803.The geoid height was determined by GEOID03.
 ES0803
 ES0803.The dynamic height is computed by dividing the NAVD 88
 ES0803.geopotential number by the normal gravity value computed on the
 ES0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0803.degrees latitude (g = 980.6199 gals.).
 ES0803
 ES0803.The modeled gravity was interpolated from observed gravity values.
 ES0803
 ES0803;                    North         East    Units  Estimated Accuracy
 ES0803;SPC AZ E     -   400,620.      220,340.      MT  (+/- 180 meters Scaled)
 ES0803
 ES0803                          SUPERSEDED SURVEY CONTROL
 ES0803
 ES0803.No superseded survey control is available for this station.
 ES0803
 ES0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD833304(NAD 83)
 ES0803_MARKER: DB = BENCH MARK DISK
 ES0803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0803_SP_SET: ABUTMENT
 ES0803_STAMPING: J 501 1983
 ES0803_MARK LOGO: NGS   
 ES0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0803
 ES0803  HISTORY     - Date     Condition        Report By
 ES0803  HISTORY     - 1983     MONUMENTED       NGS
 ES0803
 ES0803                          STATION DESCRIPTION
 ES0803
 ES0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0803'33.2 KM (20.6 MI) SOUTH FROM HOLBROOK.
 ES0803'33.2 KM (20.6 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0803'WITH HOPI DRIVE IN HOLBROOK, IN TOP OF AND 0.2 METER (0.7 FT) EAST OF
 ES0803'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF
 ES0803'SEVEN MILE DRAW, 0.1 KM (0.05 MI) NORTH OF MILEPOST 368 AND 5.1 METERS
 ES0803'(16.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 ES0803'THE MARK IS 1.1 METERS  W FROM  A WITNESS POST AND FENCE
 ES0803'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0424 ***********************************************************************
 ER0424  DESIGNATION -  J 502
 ER0424  PID         -  ER0424
 ER0424  STATE/COUNTY-  AZ/NAVAJO
 ER0424  USGS QUAD   -  LAKESIDE (1984)
 ER0424
 ER0424                         *CURRENT SURVEY CONTROL
 ER0424  ___________________________________________________________________
 ER0424* NAD 83(1986)-  34 07 32.     (N)    109 56 12.     (W)     SCALED    
 ER0424* NAVD 88     -      2122.093  (meters)    6962.23   (feet)  ADJUSTED  
 ER0424  ___________________________________________________________________
 ER0424  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ER0424  DYNAMIC HT  -        2118.848 (meters)    6951.59  (feet)  COMP
 ER0424  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 ER0424
 ER0424  VERT ORDER  -  FIRST     CLASS II
 ER0424
 ER0424.The horizontal coordinates were scaled from a topographic map and have
 ER0424.an estimated accuracy of +/- 6 seconds.
 ER0424
 ER0424.The orthometric height was determined by differential leveling
 ER0424.and adjusted in June 1991.
 ER0424
 ER0424.The geoid height was determined by GEOID03.
 ER0424
 ER0424.The dynamic height is computed by dividing the NAVD 88
 ER0424.geopotential number by the normal gravity value computed on the
 ER0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0424.degrees latitude (g = 980.6199 gals.).
 ER0424
 ER0424.The modeled gravity was interpolated from observed gravity values.
 ER0424
 ER0424;                    North         East    Units  Estimated Accuracy
 ER0424;SPC AZ E     -   346,600.      234,580.      MT  (+/- 180 meters Scaled)
 ER0424
 ER0424                          SUPERSEDED SURVEY CONTROL
 ER0424
 ER0424.No superseded survey control is available for this station.
 ER0424
 ER0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC980765(NAD 83)
 ER0424_MARKER: I = METAL ROD
 ER0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0424_SP_SET: STAINLESS STEEL ROD
 ER0424_STAMPING: J 502 1983
 ER0424_MARK LOGO: NGS   
 ER0424_PROJECTION: FLUSH
 ER0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ER0424+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 ER0424_ROD/PIPE-DEPTH: 3.4  meters
 ER0424
 ER0424  HISTORY     - Date     Condition        Report By
 ER0424  HISTORY     - 1983     MONUMENTED       NGS
 ER0424  HISTORY     - 20061103 GOOD             GEOCAC
 ER0424
 ER0424                          STATION DESCRIPTION
 ER0424
 ER0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0424'11.9 KM (7.4 MI) NW FROM MCNARY.
 ER0424'0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 ER0424'MCNARY, THENCE 11.8 KM (7.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY
 ER0424'260, 0.7 KM (0.45 MI) WEST OF MILEPOST 354, IN THE SMALL COMMUNITY OF
 ER0424'PINETOP, 6.6 METERS (21.7 FT) EAST OF THE EXTENDED CENTER OF WHITE
 ER0424'MOUNTAIN DRIVE, 6.4 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE
 ER0424'EAST BOUND LANES OF THE HIGHWAY AND 0.5 METER (1.6 FT) EAST OF A
 ER0424'UTILITY POLE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ER0424'CAP.
 ER0424'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST AND FENCE
 ER0424'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0424
 ER0424                          STATION RECOVERY (2006)
 ER0424
 ER0424'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ER0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0389 ***********************************************************************
 FP0389  DESIGNATION -  J 503
 FP0389  PID         -  FP0389
 FP0389  STATE/COUNTY-  AZ/APACHE
 FP0389  USGS QUAD   -  SANDERS (1971)
 FP0389
 FP0389                         *CURRENT SURVEY CONTROL
 FP0389  ___________________________________________________________________
 FP0389* NAD 83(1986)-  35 14 18.     (N)    109 18 09.     (W)     SCALED    
 FP0389* NAVD 88     -      1806.372  (meters)    5926.41   (feet)  ADJUSTED  
 FP0389  ___________________________________________________________________
 FP0389  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 FP0389  DYNAMIC HT  -        1803.854 (meters)    5918.14  (feet)  COMP
 FP0389  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 FP0389
 FP0389  VERT ORDER  -  FIRST     CLASS II
 FP0389
 FP0389.The horizontal coordinates were scaled from a topographic map and have
 FP0389.an estimated accuracy of +/- 6 seconds.
 FP0389
 FP0389.The orthometric height was determined by differential leveling
 FP0389.and adjusted in June 1991.
 FP0389
 FP0389.The geoid height was determined by GEOID03.
 FP0389
 FP0389.The dynamic height is computed by dividing the NAVD 88
 FP0389.geopotential number by the normal gravity value computed on the
 FP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0389.degrees latitude (g = 980.6199 gals.).
 FP0389
 FP0389.The modeled gravity was interpolated from observed gravity values.
 FP0389
 FP0389;                    North         East    Units  Estimated Accuracy
 FP0389;SPC AZ E     -   470,360.      292,010.      MT  (+/- 180 meters Scaled)
 FP0389
 FP0389                          SUPERSEDED SURVEY CONTROL
 FP0389
 FP0389.No superseded survey control is available for this station.
 FP0389
 FP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE544007(NAD 83)
 FP0389_MARKER: DB = BENCH MARK DISK
 FP0389_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0389_SP_SET: PIER
 FP0389_STAMPING: J 503 1983
 FP0389_MARK LOGO: NGS   
 FP0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0389+STABILITY: POSITION/ELEVATION WELL
 FP0389
 FP0389  HISTORY     - Date     Condition        Report By
 FP0389  HISTORY     - 1983     MONUMENTED       NGS
 FP0389
 FP0389                          STATION DESCRIPTION
 FP0389
 FP0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0389'13.6 KM (8.45 MI) NE FROM CHAMBERS.
 FP0389'13.6 KM (8.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0389'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, SET
 FP0389'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWEST PIER OF AN OVERPASS
 FP0389'OF THE HIGHWAY AND 7.5 METERS (24.6 FT) NORTHWEST OF THE CENTERLINE OF
 FP0389'THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 FP0389'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0784 ***********************************************************************
 ES0784  DESIGNATION -  J 504
 ES0784  PID         -  ES0784
 ES0784  STATE/COUNTY-  AZ/NAVAJO
 ES0784  USGS QUAD   -  APACHE BUTTE (1986)
 ES0784
 ES0784                         *CURRENT SURVEY CONTROL
 ES0784  ___________________________________________________________________
 ES0784* NAD 83(1986)-  34 58 08.     (N)    110 26 31.     (W)     SCALED    
 ES0784* NAVD 88     -      1505.453  (meters)    4939.14   (feet)  ADJUSTED  
 ES0784  ___________________________________________________________________
 ES0784  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0784  DYNAMIC HT  -        1503.438 (meters)    4932.53  (feet)  COMP
 ES0784  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 ES0784
 ES0784  VERT ORDER  -  FIRST     CLASS II
 ES0784
 ES0784.The horizontal coordinates were scaled from a topographic map and have
 ES0784.an estimated accuracy of +/- 6 seconds.
 ES0784
 ES0784.The orthometric height was determined by differential leveling
 ES0784.and adjusted in June 1991.
 ES0784
 ES0784.The geoid height was determined by GEOID03.
 ES0784
 ES0784.The dynamic height is computed by dividing the NAVD 88
 ES0784.geopotential number by the normal gravity value computed on the
 ES0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0784.degrees latitude (g = 980.6199 gals.).
 ES0784
 ES0784.The modeled gravity was interpolated from observed gravity values.
 ES0784
 ES0784;                    North         East    Units  Estimated Accuracy
 ES0784;SPC AZ E     -   440,160.      188,220.      MT  (+/- 180 meters Scaled)
 ES0784
 ES0784                          SUPERSEDED SURVEY CONTROL
 ES0784
 ES0784.No superseded survey control is available for this station.
 ES0784
 ES0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD509697(NAD 83)
 ES0784_MARKER: I = METAL ROD
 ES0784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0784_SP_SET: STAINLESS STEEL ROD
 ES0784_STAMPING: J 504 1983
 ES0784_MARK LOGO: NGS   
 ES0784_PROJECTION: FLUSH
 ES0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0784_ROD/PIPE-DEPTH: 18.3 meters
 ES0784
 ES0784  HISTORY     - Date     Condition        Report By
 ES0784  HISTORY     - 1983     MONUMENTED       NGS
 ES0784
 ES0784                          STATION DESCRIPTION
 ES0784
 ES0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0784'10.6 KM (6.6 MI) WEST FROM JOSEPH CITY.
 ES0784'10.6 KM (6.6 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 ES0784'HIGHWAY 40 FROM THE POST OFFICE IN JOSEPH CITY, 51.5 METERS (169.0 FT)
 ES0784'SOUTHEAST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN (JACK RABBIT
 ES0784'ROAD 1/4 MILE EXIT 269) AND 29.0 METERS (95.1 FT) SOUTH OF THE
 ES0784'CENTERLINE OF THE SOUTHEAST BOUND LANES OF INTERSTATE HIGHWAY 40.
 ES0784'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0784'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 ES0784'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0476 ***********************************************************************
 GP0476  DESIGNATION -  J 505
 GP0476  PID         -  GP0476
 GP0476  STATE/COUNTY-  AZ/COCONINO
 GP0476  USGS QUAD   -  MOENAVE (1969)
 GP0476
 GP0476                         *CURRENT SURVEY CONTROL
 GP0476  ___________________________________________________________________
 GP0476* NAD 83(1986)-  36 08 25.     (N)    111 20 52.     (W)     SCALED    
 GP0476* NAVD 88     -      1428.854  (meters)    4687.83   (feet)  ADJUSTED  
 GP0476  ___________________________________________________________________
 GP0476  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0476  DYNAMIC HT  -        1427.090 (meters)    4682.04  (feet)  COMP
 GP0476  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 GP0476
 GP0476  VERT ORDER  -  FIRST     CLASS II
 GP0476
 GP0476.The horizontal coordinates were scaled from a topographic map and have
 GP0476.an estimated accuracy of +/- 6 seconds.
 GP0476
 GP0476.The orthometric height was determined by differential leveling
 GP0476.and adjusted in June 1991.
 GP0476
 GP0476.The geoid height was determined by GEOID03.
 GP0476
 GP0476.The dynamic height is computed by dividing the NAVD 88
 GP0476.geopotential number by the normal gravity value computed on the
 GP0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0476.degrees latitude (g = 980.6199 gals.).
 GP0476
 GP0476.The modeled gravity was interpolated from observed gravity values.
 GP0476
 GP0476;                    North         East    Units  Estimated Accuracy
 GP0476;SPC AZ C     -   570,230.      264,560.      MT  (+/- 180 meters Scaled)
 GP0476
 GP0476                          SUPERSEDED SURVEY CONTROL
 GP0476
 GP0476.No superseded survey control is available for this station.
 GP0476
 GP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE687995(NAD 83)
 GP0476_MARKER: I = METAL ROD
 GP0476_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0476+WITH SETTING: INFORMATION.
 GP0476_SP_SET: SHALLOW SET METAL ROD
 GP0476_STAMPING: J 505 1983
 GP0476_MARK LOGO: NGS   
 GP0476_PROJECTION: FLUSH
 GP0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0476_ROD/PIPE-DEPTH: 2.8  meters
 GP0476
 GP0476  HISTORY     - Date     Condition        Report By
 GP0476  HISTORY     - 1983     MONUMENTED       NGS
 GP0476
 GP0476                          STATION DESCRIPTION
 GP0476
 GP0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0476'14.8 KM (9.2 MI) SW FROM TUBA CITY.
 GP0476'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0476'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 6.2 KM (3.85 MI)
 GP0476'NORTHWESTERLY ALONG COUNTY ROAD 23, 6.2 KM (3.85 MI) SOUTHEAST OF THE
 GP0476'JUNCTION OF U.S. HIGHWAY 89, 56.7 METERS (186.0 FT) NORTH OF THE
 GP0476'CENTER OF THE ROAD, AND 11.5 METERS (37.7 FT) WEST OF THE CENTER OF A
 GP0476'DIRT ROAD LEADING NORTH TO THREE WATER TANKS.  NOTE=REFUSAL WAS
 GP0476'REACHED AT 9.2 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GP0476'LOGO CAP.
 GP0476'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 GP0476'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0453 ***********************************************************************
 GP0453  DESIGNATION -  J 506
 GP0453  PID         -  GP0453
 GP0453  STATE/COUNTY-  AZ/COCONINO
 GP0453  USGS QUAD   -  TUBA CITY NE (1969)
 GP0453
 GP0453                         *CURRENT SURVEY CONTROL
 GP0453  ___________________________________________________________________
 GP0453* NAD 83(1986)-  36 14 41.     (N)    111 01 24.     (W)     SCALED    
 GP0453* NAVD 88     -      1728.625  (meters)    5671.33   (feet)  ADJUSTED  
 GP0453  ___________________________________________________________________
 GP0453  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 GP0453  DYNAMIC HT  -        1726.437 (meters)    5664.15  (feet)  COMP
 GP0453  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 GP0453
 GP0453  VERT ORDER  -  FIRST     CLASS II
 GP0453
 GP0453.The horizontal coordinates were scaled from a topographic map and have
 GP0453.an estimated accuracy of +/- 6 seconds.
 GP0453
 GP0453.The orthometric height was determined by differential leveling
 GP0453.and adjusted in June 1991.
 GP0453
 GP0453.The geoid height was determined by GEOID03.
 GP0453
 GP0453.The dynamic height is computed by dividing the NAVD 88
 GP0453.geopotential number by the normal gravity value computed on the
 GP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0453.degrees latitude (g = 980.6199 gals.).
 GP0453
 GP0453.The modeled gravity was interpolated from observed gravity values.
 GP0453
 GP0453;                    North         East    Units  Estimated Accuracy
 GP0453;SPC AZ C     -   582,040.      293,650.      MT  (+/- 180 meters Scaled)
 GP0453
 GP0453                          SUPERSEDED SURVEY CONTROL
 GP0453
 GP0453.No superseded survey control is available for this station.
 GP0453
 GP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF979110(NAD 83)
 GP0453_MARKER: DB = BENCH MARK DISK
 GP0453_SETTING: 66 = SET IN ROCK OUTCROP
 GP0453_SP_SET: ROCK OUTCROP
 GP0453_STAMPING: J 506 1983
 GP0453_MARK LOGO: NGS   
 GP0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0453+STABILITY: POSITION/ELEVATION WELL
 GP0453
 GP0453  HISTORY     - Date     Condition        Report By
 GP0453  HISTORY     - 1983     MONUMENTED       NGS
 GP0453
 GP0453                          STATION DESCRIPTION
 GP0453
 GP0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0453'24.1 KM (14.95 MI) NE FROM TUBA CITY.
 GP0453'24.1 KM (14.95 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0453'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.7 KM (0.45 MI)
 GP0453'NORTHEAST OF A SIDE ROAD LEADING EAST, 0.6 KM (0.35 MI) SOUTH OF
 GP0453'MILEPOST 337, NEAR THE EAST EDGE OF A LARGE OVAL SHAPED AREA OF
 GP0453'OUTCROPPING BEDROCK, 88.2 METERS (289.4 FT) EAST OF THE CENTERLINE OF
 GP0453'THE HIGHWAY, 58.0 METERS (190.3 FT) EAST OF A FENCE, 10.4 METERS
 GP0453'(34.1 FT) WEST OF THE EAST END OF THE OUTCROP AND 8.9 METERS (29.2 FT)
 GP0453'EAST OF THE WEST EDGE OF A ROCK LEDGE.
 GP0453'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0453'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0380 ***********************************************************************
 GP0380  DESIGNATION -  J 508
 GP0380  PID         -  GP0380
 GP0380  STATE/COUNTY-  AZ/COCONINO
 GP0380  USGS QUAD   -  THE GAP (1981)
 GP0380
 GP0380                         *CURRENT SURVEY CONTROL
 GP0380  ___________________________________________________________________
 GP0380* NAD 83(1986)-  36 16 45.     (N)    111 26 15.     (W)     SCALED    
 GP0380* NAVD 88     -      1589.772  (meters)    5215.78   (feet)  ADJUSTED  
 GP0380  ___________________________________________________________________
 GP0380  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 GP0380  DYNAMIC HT  -        1587.788 (meters)    5209.27  (feet)  COMP
 GP0380  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 GP0380
 GP0380  VERT ORDER  -  FIRST     CLASS II
 GP0380
 GP0380.The horizontal coordinates were scaled from a topographic map and have
 GP0380.an estimated accuracy of +/- 6 seconds.
 GP0380
 GP0380.The orthometric height was determined by differential leveling
 GP0380.and adjusted in June 1991.
 GP0380
 GP0380.The geoid height was determined by GEOID03.
 GP0380
 GP0380.The dynamic height is computed by dividing the NAVD 88
 GP0380.geopotential number by the normal gravity value computed on the
 GP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0380.degrees latitude (g = 980.6199 gals.).
 GP0380
 GP0380.The modeled gravity was interpolated from observed gravity values.
 GP0380
 GP0380;                    North         East    Units  Estimated Accuracy
 GP0380;SPC AZ C     -   585,590.      256,410.      MT  (+/- 180 meters Scaled)
 GP0380
 GP0380                          SUPERSEDED SURVEY CONTROL
 GP0380
 GP0380.No superseded survey control is available for this station.
 GP0380
 GP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF607150(NAD 83)
 GP0380_MARKER: I = METAL ROD
 GP0380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0380_SP_SET: STAINLESS STEEL ROD
 GP0380_STAMPING: J 508 1983
 GP0380_MARK LOGO: NGS   
 GP0380_PROJECTION: FLUSH
 GP0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0380_ROD/PIPE-DEPTH: 7.3  meters
 GP0380
 GP0380  HISTORY     - Date     Condition        Report By
 GP0380  HISTORY     - 1983     MONUMENTED       NGS
 GP0380
 GP0380                          STATION DESCRIPTION
 GP0380
 GP0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0380'3.2 KM (2.0 MI) SOUTH FROM THE GAP.
 GP0380'3.2 KM (2.0 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT THE
 GP0380'GAP, 0.2 KM (0.1 MI) NORTHWEST OF THE T-JUNCTION OF A TRACK ROAD
 GP0380'LEADING NORTHEAST, 26.5 METERS (87 FT) NORTH OF MILEPOST 496,
 GP0380'30.2 METERS (99 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.6 METER
 GP0380'(2 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GP0380'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GP0380'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0008 ***********************************************************************
 GQ0008  DESIGNATION -  J 51
 GQ0008  PID         -  GQ0008
 GQ0008  STATE/COUNTY-  AZ/COCONINO
 GQ0008  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0008
 GQ0008                         *CURRENT SURVEY CONTROL
 GQ0008  ___________________________________________________________________
 GQ0008* NAD 83(1986)-  36 43 06.     (N)    112 00 10.     (W)     SCALED    
 GQ0008* NAVD 88     -      1570.537  (meters)    5152.67   (feet)  POSTED    
 GQ0008  ___________________________________________________________________
 GQ0008  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 GQ0008  DYNAMIC HT  -        1568.650 (meters)    5146.48  (feet)  COMP
 GQ0008  MODELED GRAV-     979,374.2   (mgal)                       NAVD 88
 GQ0008
 GQ0008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0008
 GQ0008.The horizontal coordinates were scaled from a topographic map and have
 GQ0008.an estimated accuracy of +/- 6 seconds.
 GQ0008
 GQ0008.The orthometric height was determined by differential leveling
 GQ0008.and adjusted by the  in 1992.
 GQ0008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0008.rate of 0.0 thru 1.0 mm/km.
 GQ0008
 GQ0008.The geoid height was determined by GEOID03.
 GQ0008
 GQ0008.The dynamic height is computed by dividing the NAVD 88
 GQ0008.geopotential number by the normal gravity value computed on the
 GQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0008.degrees latitude (g = 980.6199 gals.).
 GQ0008
 GQ0008.The modeled gravity was interpolated from observed gravity values.
 GQ0008
 GQ0008;                    North         East    Units  Estimated Accuracy
 GQ0008;SPC AZ C     -   634,220.      205,670.      MT  (+/- 180 meters Scaled)
 GQ0008
 GQ0008                          SUPERSEDED SURVEY CONTROL
 GQ0008
 GQ0008  NGVD 29 (??/??/92) 1569.540  (m)         5149.40   (f) ADJ UNCH    1 2
 GQ0008
 GQ0008.Superseded values are not recommended for survey control.
 GQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0008.See file dsdata.txt to determine how the superseded data were derived.
 GQ0008
 GQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF104640(NAD 83)
 GQ0008_MARKER: DB = BENCH MARK DISK
 GQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0008_STAMPING: J 51 1934
 GQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0008+STABILITY: SURFACE MOTION
 GQ0008
 GQ0008  HISTORY     - Date     Condition        Report By
 GQ0008  HISTORY     - 1934     MONUMENTED       CGS
 GQ0008
 GQ0008                          STATION DESCRIPTION
 GQ0008
 GQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0008'2.3 MI E FROM HOUSE ROCK SPRINGS.
 GQ0008'2.3 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0008'COUNTY, 0.2 MILE WEST OF A STEEL AND CONCRETE BRIDGE OVER A WASH, 36
 GQ0008'FEET EAST OF RIGHT-OF-WAY MARKER 1334+44.0, AND 63 FEET NORTH OF THE
 GQ0008'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 51 1934 AND SET
 GQ0008'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0502 ***********************************************************************
 FQ0502  DESIGNATION -  J 510
 FQ0502  PID         -  FQ0502
 FQ0502  STATE/COUNTY-  AZ/COCONINO
 FQ0502  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0502
 FQ0502                         *CURRENT SURVEY CONTROL
 FQ0502  ___________________________________________________________________
 FQ0502* NAD 83(1986)-  35 47 04.     (N)    111 27 15.     (W)     SCALED    
 FQ0502* NAVD 88     -      1379.861  (meters)    4527.09   (feet)  ADJUSTED  
 FQ0502  ___________________________________________________________________
 FQ0502  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0502  DYNAMIC HT  -        1378.124 (meters)    4521.40  (feet)  COMP
 FQ0502  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 FQ0502
 FQ0502  VERT ORDER  -  FIRST     CLASS II
 FQ0502
 FQ0502.The horizontal coordinates were scaled from a topographic map and have
 FQ0502.an estimated accuracy of +/- 6 seconds.
 FQ0502
 FQ0502.The orthometric height was determined by differential leveling
 FQ0502.and adjusted in June 1991.
 FQ0502
 FQ0502.The geoid height was determined by GEOID03.
 FQ0502
 FQ0502.The dynamic height is computed by dividing the NAVD 88
 FQ0502.geopotential number by the normal gravity value computed on the
 FQ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0502.degrees latitude (g = 980.6199 gals.).
 FQ0502
 FQ0502.The modeled gravity was interpolated from observed gravity values.
 FQ0502
 FQ0502;                    North         East    Units  Estimated Accuracy
 FQ0502;SPC AZ C     -   530,700.      255,170.      MT  (+/- 180 meters Scaled)
 FQ0502
 FQ0502                          SUPERSEDED SURVEY CONTROL
 FQ0502
 FQ0502.No superseded survey control is available for this station.
 FQ0502
 FQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE589601(NAD 83)
 FQ0502_MARKER: DB = BENCH MARK DISK
 FQ0502_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0502_SP_SET: ROCK OUTCROP
 FQ0502_STAMPING: J 510 1983
 FQ0502_MARK LOGO: NGS   
 FQ0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0502+STABILITY: POSITION/ELEVATION WELL
 FQ0502
 FQ0502  HISTORY     - Date     Condition        Report By
 FQ0502  HISTORY     - 1983     MONUMENTED       NGS
 FQ0502
 FQ0502                          STATION DESCRIPTION
 FQ0502
 FQ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0502'10.9 KM (6.8 MI) SOUTH FROM CAMERON.
 FQ0502'10.9 KM (6.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0502'CAMERON, IN TOP OF A MASSIVE PORTION OF RED SANDSTONE OUTCROP
 FQ0502'PROJECTING 2 FEET ABOVE A SHALLOW WASH WHICH PASSES UNDER THE RIGHT OF
 FQ0502'WAY FENCE, 35.6 METERS (117 FT) WEST OF THE HIGHWAY CENTERLINE, 85.3
 FQ0502'METERS (280 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 460, 0.9
 FQ0502'METER (3 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0502'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0502'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0494 ***********************************************************************
 FQ0494  DESIGNATION -  J 511
 FQ0494  PID         -  FQ0494
 FQ0494  STATE/COUNTY-  AZ/COCONINO
 FQ0494  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0494
 FQ0494                         *CURRENT SURVEY CONTROL
 FQ0494  ___________________________________________________________________
 FQ0494* NAD 83(1986)-  35 42 44.     (N)    111 29 25.     (W)     SCALED    
 FQ0494* NAVD 88     -      1557.624  (meters)    5110.30   (feet)  ADJUSTED  
 FQ0494  ___________________________________________________________________
 FQ0494  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 FQ0494  DYNAMIC HT  -        1555.610 (meters)    5103.70  (feet)  COMP
 FQ0494  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 FQ0494
 FQ0494  VERT ORDER  -  FIRST     CLASS II
 FQ0494
 FQ0494.The horizontal coordinates were scaled from a topographic map and have
 FQ0494.an estimated accuracy of +/- 6 seconds.
 FQ0494
 FQ0494.The orthometric height was determined by differential leveling
 FQ0494.and adjusted in June 1991.
 FQ0494
 FQ0494.The geoid height was determined by GEOID03.
 FQ0494
 FQ0494.The dynamic height is computed by dividing the NAVD 88
 FQ0494.geopotential number by the normal gravity value computed on the
 FQ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0494.degrees latitude (g = 980.6199 gals.).
 FQ0494
 FQ0494.The modeled gravity was interpolated from observed gravity values.
 FQ0494
 FQ0494;                    North         East    Units  Estimated Accuracy
 FQ0494;SPC AZ C     -   522,670.      251,940.      MT  (+/- 180 meters Scaled)
 FQ0494
 FQ0494                          SUPERSEDED SURVEY CONTROL
 FQ0494
 FQ0494.No superseded survey control is available for this station.
 FQ0494
 FQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE556521(NAD 83)
 FQ0494_MARKER: DB = BENCH MARK DISK
 FQ0494_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0494_SP_SET: ROCK OUTCROP
 FQ0494_STAMPING: J 511 1983
 FQ0494_MARK LOGO: NGS   
 FQ0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0494+STABILITY: POSITION/ELEVATION WELL
 FQ0494
 FQ0494  HISTORY     - Date     Condition        Report By
 FQ0494  HISTORY     - 1983     MONUMENTED       NGS
 FQ0494
 FQ0494                          STATION DESCRIPTION
 FQ0494
 FQ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0494'19.6 KM (12.2 MI) SOUTH FROM CAMERON.
 FQ0494'19.6 KM (12.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0494'CAMERON, IN TOP OF A FLAT MASSIVE SANDSTONE OUTCROP NEAR THE BASE OF A
 FQ0494'MORE PROMINENT BLUFF AND ACROSS THE HIGHWAY FROM A WATER TANK ON A LOW
 FQ0494'RIDGE, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 455, 0.2 KM (0.1 MI) NORTH OF
 FQ0494'A BOX CULVERT, 73.1 METERS (240 FT) EAST OF THE HIGHWAY CENTERLINE,
 FQ0494'48.7 METERS (160 FT) EAST OF THE RIGHT OF WAY FENCE, 27.4 METERS (90
 FQ0494'FT) NORTH OF THE BLUFF.
 FQ0494'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FQ0494'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0427 ***********************************************************************
 GP0427  DESIGNATION -  J 512
 GP0427  PID         -  GP0427
 GP0427  STATE/COUNTY-  AZ/NAVAJO
 GP0427  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0427
 GP0427                         *CURRENT SURVEY CONTROL
 GP0427  ___________________________________________________________________
 GP0427* NAD 83(1986)-  36 28 11.     (N)    110 40 23.     (W)     SCALED    
 GP0427* NAVD 88     -      1887.283  (meters)    6191.86   (feet)  ADJUSTED  
 GP0427  ___________________________________________________________________
 GP0427  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 GP0427  DYNAMIC HT  -        1884.890 (meters)    6184.01  (feet)  COMP
 GP0427  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 GP0427
 GP0427  VERT ORDER  -  FIRST     CLASS II
 GP0427
 GP0427.The horizontal coordinates were scaled from a topographic map and have
 GP0427.an estimated accuracy of +/- 6 seconds.
 GP0427
 GP0427.The orthometric height was determined by differential leveling
 GP0427.and adjusted in June 1991.
 GP0427
 GP0427.The geoid height was determined by GEOID03.
 GP0427
 GP0427.The dynamic height is computed by dividing the NAVD 88
 GP0427.geopotential number by the normal gravity value computed on the
 GP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0427.degrees latitude (g = 980.6199 gals.).
 GP0427
 GP0427.The modeled gravity was interpolated from observed gravity values.
 GP0427
 GP0427;                    North         East    Units  Estimated Accuracy
 GP0427;SPC AZ E     -   606,750.      167,980.      MT  (+/- 180 meters Scaled)
 GP0427
 GP0427                          SUPERSEDED SURVEY CONTROL
 GP0427
 GP0427.No superseded survey control is available for this station.
 GP0427
 GP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF292360(NAD 83)
 GP0427_MARKER: I = METAL ROD
 GP0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0427_SP_SET: STAINLESS STEEL ROD
 GP0427_STAMPING: J 512 1983
 GP0427_MARK LOGO: NGS   
 GP0427_PROJECTION: FLUSH
 GP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0427_ROD/PIPE-DEPTH: 12.2 meters
 GP0427
 GP0427  HISTORY     - Date     Condition        Report By
 GP0427  HISTORY     - 1983     MONUMENTED       NGS
 GP0427
 GP0427                          STATION DESCRIPTION
 GP0427
 GP0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0427'48.9 KM (30.4 MI) SW FROM KAYENTA.
 GP0427'48.9 KM (30.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0427'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 2.0 KM (1.25 MI) NORTHEAST
 GP0427'OF STATE HIGHWAY 98, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 363,
 GP0427'58.7 METERS (192.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GP0427'8.2 METERS (26.9 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING NORTH,
 GP0427'AND 3.2 METERS (10.5 FT) SOUTH OF A FENCE CORNER.  NOTE=ACCESS TO THE
 GP0427'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0427'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 GP0427'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0402 ***********************************************************************
 GP0402  DESIGNATION -  J 513
 GP0402  PID         -  GP0402
 GP0402  STATE/COUNTY-  AZ/NAVAJO
 GP0402  USGS QUAD   -  KAYENTA EAST (1968)
 GP0402
 GP0402                         *CURRENT SURVEY CONTROL
 GP0402  ___________________________________________________________________
 GP0402* NAD 83(1986)-  36 42 25.     (N)    110 14 57.     (W)     SCALED    
 GP0402* NAVD 88     -      1744.804  (meters)    5724.41   (feet)  ADJUSTED  
 GP0402  ___________________________________________________________________
 GP0402  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GP0402  DYNAMIC HT  -        1742.690 (meters)    5717.48  (feet)  COMP
 GP0402  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 GP0402
 GP0402  VERT ORDER  -  FIRST     CLASS II
 GP0402
 GP0402.The horizontal coordinates were scaled from a topographic map and have
 GP0402.an estimated accuracy of +/- 6 seconds.
 GP0402
 GP0402.The orthometric height was determined by differential leveling
 GP0402.and adjusted in June 1991.
 GP0402
 GP0402.The geoid height was determined by GEOID03.
 GP0402
 GP0402.The dynamic height is computed by dividing the NAVD 88
 GP0402.geopotential number by the normal gravity value computed on the
 GP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0402.degrees latitude (g = 980.6199 gals.).
 GP0402
 GP0402.The modeled gravity was interpolated from observed gravity values.
 GP0402
 GP0402;                    North         East    Units  Estimated Accuracy
 GP0402;SPC AZ E     -   632,960.      205,990.      MT  (+/- 180 meters Scaled)
 GP0402
 GP0402                          SUPERSEDED SURVEY CONTROL
 GP0402
 GP0402.No superseded survey control is available for this station.
 GP0402
 GP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF670626(NAD 83)
 GP0402_MARKER: I = METAL ROD
 GP0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0402_SP_SET: STAINLESS STEEL ROD
 GP0402_STAMPING: J 513 1983
 GP0402_MARK LOGO: NGS   
 GP0402_PROJECTION: FLUSH
 GP0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0402_ROD/PIPE-DEPTH: 4.9  meters
 GP0402
 GP0402  HISTORY     - Date     Condition        Report By
 GP0402  HISTORY     - 1983     MONUMENTED       NGS
 GP0402
 GP0402                          STATION DESCRIPTION
 GP0402
 GP0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0402'0.2 KM (0.1 MI) SW FROM KAYENTA.
 GP0402'0.2 KM (0.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0402'WITH U.S. HIGHWAY 163 IN KAYENTA, 0.7 KM (0.45 MI) NORTHEAST OF
 GP0402'MILEPOST 393, 58.5 METERS (192.9 FT) SOUTH OF THE CENTERLINE OF THE
 GP0402'HIGHWAY, AND 45.4 METERS (148.9 FT) NORTHWEST OF THE NORTHWEST CORNER
 GP0402'OF A HOLIDAY INN.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GP0402'LOGO CAP.
 GP0402'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 GP0402'THE MARK IS 1.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2501 ***********************************************************************
 CZ2501  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2501  DESIGNATION -  J 516
 CZ2501  PID         -  CZ2501
 CZ2501  STATE/COUNTY-  AZ/PINAL
 CZ2501  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2501
 CZ2501                         *CURRENT SURVEY CONTROL
 CZ2501  ___________________________________________________________________
 CZ2501* NAD 83(2007)-  32 38 46.14835(N)    111 37 13.54313(W)     ADJUSTED  
 CZ2501* NAVD 88     -       486.86   (meters)    1597.3    (feet)  GPS OBS   
 CZ2501  ___________________________________________________________________
 CZ2501  X           -  -1,980,867.685 (meters)                     COMP
 CZ2501  Y           -  -4,997,893.615 (meters)                     COMP
 CZ2501  Z           -   3,421,227.926 (meters)                     COMP
 CZ2501  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 CZ2501  ELLIP HEIGHT-         456.628 (meters)          (04/23/08) ADJUSTED
 CZ2501  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2501  HORZ ORDER  -  A
 CZ2501  ELLP ORDER  -  FOURTH    CLASS II
 CZ2501
 CZ2501.The horizontal coordinates were established by GPS observations
 CZ2501.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2501
 CZ2501.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2501.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2501
 CZ2501.The orthometric height was determined by GPS observations and a
 CZ2501.high-resolution geoid model.
 CZ2501.The orthometric height was determined by GPS observations and a
 CZ2501.high-resolution geoid model using precise GPS observation and
 CZ2501.processing techniques. It supersedes the leveled height previously
 CZ2501.determined for this station.
 CZ2501
 CZ2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2501
 CZ2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2501
 CZ2501.The ellipsoidal height was determined by GPS observations
 CZ2501.and is referenced to NAD 83.
 CZ2501
 CZ2501.The geoid height was determined by GEOID03.
 CZ2501
 CZ2501;                    North         East     Units Scale Factor Converg.
 CZ2501;SPC AZ C     -   182,552.051   241,151.646   MT  0.99990952   +0 09 35.3
 CZ2501;SPC AZ C     -   598,924.05    791,179.94   iFT  0.99990952   +0 09 35.3
 CZ2501;UTM  12      - 3,612,230.424   441,811.420   MT  0.99964175   -0 20 04.9
 CZ2501
 CZ2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2501!SPC AZ C     -   0.99992831  x   0.99990952  =   0.99983784
 CZ2501!UTM  12      -   0.99992831  x   0.99964175  =   0.99957009
 CZ2501
 CZ2501                          SUPERSEDED SURVEY CONTROL
 CZ2501
 CZ2501  NAVD 88 (11/29/93)  487.024  (m)         1597.84   (f) ADJUSTED    1 2
 CZ2501
 CZ2501.Superseded values are not recommended for survey control.
 CZ2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2501.See file dsdata.txt to determine how the superseded data were derived.
 CZ2501
 CZ2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4181112230(NAD 83)
 CZ2501_MARKER: F = FLANGE-ENCASED ROD
 CZ2501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2501_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2501_STAMPING: J 516 1991
 CZ2501_MARK LOGO: NGS   
 CZ2501_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ2501_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2501+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ2501_ROD/PIPE-DEPTH: 7.2  meters
 CZ2501_SLEEVE-DEPTH  : 0.9 meters
 CZ2501
 CZ2501  HISTORY     - Date     Condition        Report By
 CZ2501  HISTORY     - 1991     MONUMENTED       NGS
 CZ2501  HISTORY     - 20061205 GOOD             PSOMAS
 CZ2501  HISTORY     - 20080518 GOOD             GEOCAC
 CZ2501
 CZ2501                          STATION DESCRIPTION
 CZ2501
 CZ2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2501'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2501'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2501'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ2501'6.5 KM (4.05 MI) WESTERLY ALONG PRETZER ROAD, 45.6 M (149.6 FT)
 CZ2501'NORTHEAST OF THE NORTHEAST CORNER OF THE DICKEY PIMA GIN WAREHOUSE,
 CZ2501'16.5 M (54.1 FT) SOUTH OF THE ROAD CENTER, 13.5 M (44.3 FT) WEST OF
 CZ2501'AND LEVEL WITH THE CENTERLINE OF TOLTEC ROAD, 1.0 M (3.3 FT) SOUTH OF
 CZ2501'A UTILITY POLE, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 CZ2501'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2501
 CZ2501                          STATION RECOVERY (2006)
 CZ2501
 CZ2501'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PM)
 CZ2501'RECOVERED AS DESCRIBED.
 CZ2501' 
 CZ2501'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 CZ2501'OF A FIXED HEIGHT POLE.
 CZ2501
 CZ2501                          STATION RECOVERY (2008)
 CZ2501
 CZ2501'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2301 ***********************************************************************
 DU2301  DESIGNATION -  J 517
 DU2301  PID         -  DU2301
 DU2301  STATE/COUNTY-  AZ/MARICOPA
 DU2301  USGS QUAD   -  BUCKHORN (1982)
 DU2301
 DU2301                         *CURRENT SURVEY CONTROL
 DU2301  ___________________________________________________________________
 DU2301* NAD 83(1986)-  33 22 44.     (N)    111 41 02.     (W)     SCALED    
 DU2301* NAVD 88     -       414.585  (meters)    1360.18   (feet)  ADJUSTED  
 DU2301  ___________________________________________________________________
 DU2301  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU2301  DYNAMIC HT  -         414.089 (meters)    1358.56  (feet)  COMP
 DU2301  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 DU2301
 DU2301  VERT ORDER  -  FIRST     CLASS II
 DU2301
 DU2301.The horizontal coordinates were scaled from a topographic map and have
 DU2301.an estimated accuracy of +/- 6 seconds.
 DU2301
 DU2301.The orthometric height was determined by differential leveling
 DU2301.and adjusted in November 1993.
 DU2301
 DU2301.The geoid height was determined by GEOID03.
 DU2301
 DU2301.The dynamic height is computed by dividing the NAVD 88
 DU2301.geopotential number by the normal gravity value computed on the
 DU2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2301.degrees latitude (g = 980.6199 gals.).
 DU2301
 DU2301.The modeled gravity was interpolated from observed gravity values.
 DU2301
 DU2301;                    North         East    Units  Estimated Accuracy
 DU2301;SPC AZ C     -   263,790.      235,020.      MT  (+/- 180 meters Scaled)
 DU2301
 DU2301                          SUPERSEDED SURVEY CONTROL
 DU2301
 DU2301.No superseded survey control is available for this station.
 DU2301
 DU2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363935(NAD 83)
 DU2301_MARKER: I = METAL ROD
 DU2301_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2301_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2301_STAMPING: J 517 1992
 DU2301_MARK LOGO: NGS   
 DU2301_PROJECTION: FLUSH
 DU2301_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2301+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2301_ROD/PIPE-DEPTH: 9.4  meters
 DU2301_SLEEVE-DEPTH  : 0.9 meters
 DU2301
 DU2301  HISTORY     - Date     Condition        Report By
 DU2301  HISTORY     - 1992     MONUMENTED       NGS
 DU2301  HISTORY     - 20060927 MARK NOT FOUND   GEOCAC
 DU2301
 DU2301                          STATION DESCRIPTION
 DU2301
 DU2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2301'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2301'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2301'4.1 KM (2.55 MI) SOUTHERLY ALONG SOUTH POWERS ROAD, THENCE 0.4 KM
 DU2301'(0.25 MI) EASTERLY ALONG EAST BASELINE ROAD, 20.2 M (66.3 FT) EAST OF
 DU2301'THE NORTHEAST CORNER OF A SIGN (VF FACTORY OUTLET MALL) IN THE MEDIAN
 DU2301'OF SOUTH ROSYLIN STREET, 9.9 M (32.5 FT) WEST OF A UTILITY LIGHT
 DU2301'POLE, 8.4 M (27.6 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 DU2301'ROAD, 2.4 M (7.9 FT) WEST OF THE SOUTHWEST CORNER OF A UTILITY
 DU2301'PEDESTAL, 1.6 M (5.2 FT) NORTHEAST OF A UTILITY POLE WITH A
 DU2301'TRANSFORMER AND 3 GUY CABLES, 0.9 M (3.0 FT) SOUTH OF THE SOUTH EDGE
 DU2301'OF A SIDEWALK, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 DU2301'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2301
 DU2301                          STATION RECOVERY (2006)
 DU2301
 DU2301'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2325 ***********************************************************************
 DU2325  DESIGNATION -  J 518
 DU2325  PID         -  DU2325
 DU2325  STATE/COUNTY-  AZ/MARICOPA
 DU2325  USGS QUAD   -  MESA (1982)
 DU2325
 DU2325                         *CURRENT SURVEY CONTROL
 DU2325  ___________________________________________________________________
 DU2325* NAD 83(1986)-  33 24 54.     (N)    111 50 41.     (W)     SCALED    
 DU2325* NAVD 88     -       377.180  (meters)    1237.46   (feet)  ADJUSTED  
 DU2325  ___________________________________________________________________
 DU2325  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2325  DYNAMIC HT  -         376.736 (meters)    1236.01  (feet)  COMP
 DU2325  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 DU2325
 DU2325  VERT ORDER  -  FIRST     CLASS II
 DU2325
 DU2325.The horizontal coordinates were scaled from a topographic map and have
 DU2325.an estimated accuracy of +/- 6 seconds.
 DU2325
 DU2325.The orthometric height was determined by differential leveling
 DU2325.and adjusted in November 1993.
 DU2325
 DU2325.The geoid height was determined by GEOID03.
 DU2325
 DU2325.The dynamic height is computed by dividing the NAVD 88
 DU2325.geopotential number by the normal gravity value computed on the
 DU2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2325.degrees latitude (g = 980.6199 gals.).
 DU2325
 DU2325.The modeled gravity was interpolated from observed gravity values.
 DU2325
 DU2325;                    North         East    Units  Estimated Accuracy
 DU2325;SPC AZ C     -   267,780.      220,050.      MT  (+/- 180 meters Scaled)
 DU2325
 DU2325                          SUPERSEDED SURVEY CONTROL
 DU2325
 DU2325.No superseded survey control is available for this station.
 DU2325
 DU2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB214976(NAD 83)
 DU2325_MARKER: I = METAL ROD
 DU2325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2325_SP_SET: STAINLESS STEEL ROD
 DU2325_STAMPING: J 518 1992
 DU2325_MARK LOGO: NGS   
 DU2325_PROJECTION: PROJECTING 3 CENTIMETERS
 DU2325_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2325+STABILITY: POSITION/ELEVATION WELL
 DU2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2325+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DU2325_ROD/PIPE-DEPTH: 5.6  meters
 DU2325
 DU2325  HISTORY     - Date     Condition        Report By
 DU2325  HISTORY     - 1992     MONUMENTED       NGS
 DU2325  HISTORY     - 19940426 GOOD             NGS
 DU2325  HISTORY     - 20051228 GOOD             GEOCAC
 DU2325
 DU2325                          STATION DESCRIPTION
 DU2325
 DU2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2325'IN MESA, AT THE INTERSECTION OF DATE AND WEST MAIN STREETS, NEAR THE
 DU2325'EAST END OF A MEDIAN, 60.8 M (199.5 FT) WEST OF THE CENTER OF DATE
 DU2325'STREET, 5.6 M (18.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 DU2325'WESTBOUND LANES OF MAIN STREET, AND 0.6 M (2.0 FT) WEST OF A UTILITY
 DU2325'LIGHT POLE.
 DU2325
 DU2325                          STATION RECOVERY (1994)
 DU2325
 DU2325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU2325'IN MESA, AT THE INTERSECTION OF DATE AND WEST MAIN STREETS, NEAR THE
 DU2325'EAST END OF A MEDIAN, 60.8 M (199.5 FT) WEST OF THE CENTER OF DATE
 DU2325'STREET, 5.6 M (18.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 DU2325'WESTBOUND LANES OF WEST MAIN STREET, AND 0.6 M (2.0 FT) WEST OF A
 DU2325'UTILITY LIGHT POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2325'5-INCH LOGO CAP.
 DU2325
 DU2325                          STATION RECOVERY (2005)
 DU2325
 DU2325'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2325'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2325'33 24 54.24 (N)   111 50 41.58 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2298 ***********************************************************************
 DV2298  DESIGNATION -  J 519
 DV2298  PID         -  DV2298
 DV2298  STATE/COUNTY-  AZ/MARICOPA
 DV2298  USGS QUAD   -  PHOENIX (1982)
 DV2298
 DV2298                         *CURRENT SURVEY CONTROL
 DV2298  ___________________________________________________________________
 DV2298* NAD 83(1986)-  33 25 42.     (N)    112 05 56.     (W)     SCALED    
 DV2298* NAVD 88     -       325.164  (meters)    1066.81   (feet)  ADJUSTED  
 DV2298  ___________________________________________________________________
 DV2298  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV2298  DYNAMIC HT  -         324.790 (meters)    1065.58  (feet)  COMP
 DV2298  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 DV2298
 DV2298  VERT ORDER  -  FIRST     CLASS II
 DV2298
 DV2298.The horizontal coordinates were scaled from a topographic map and have
 DV2298.an estimated accuracy of +/- 6 seconds.
 DV2298
 DV2298.The orthometric height was determined by differential leveling
 DV2298.and adjusted in November 1993.
 DV2298
 DV2298.The geoid height was determined by GEOID03.
 DV2298
 DV2298.The dynamic height is computed by dividing the NAVD 88
 DV2298.geopotential number by the normal gravity value computed on the
 DV2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2298.degrees latitude (g = 980.6199 gals.).
 DV2298
 DV2298.The modeled gravity was interpolated from observed gravity values.
 DV2298
 DV2298;                    North         East    Units  Estimated Accuracy
 DV2298;SPC AZ C     -   269,270.      196,420.      MT  (+/- 180 meters Scaled)
 DV2298
 DV2298                          SUPERSEDED SURVEY CONTROL
 DV2298
 DV2298.No superseded survey control is available for this station.
 DV2298
 DV2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB978993(NAD 83)
 DV2298_MARKER: DV = VERTICAL CONTROL DISK
 DV2298_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV2298_SP_SET: ABUTMENT
 DV2298_STAMPING: J 519 1992
 DV2298_MARK LOGO: NGS   
 DV2298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2298+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV2298
 DV2298  HISTORY     - Date     Condition        Report By
 DV2298  HISTORY     - 1992     MONUMENTED       NGS
 DV2298  HISTORY     - 20070629 GOOD             GEOCAC
 DV2298
 DV2298                          STATION DESCRIPTION
 DV2298
 DV2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2298'IN PHOENIX, AT THE INTERSECTION OF SOUTH 19TH AVENUE AND INTERSTATE
 DV2298'HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE EAST CONCRETE
 DV2298'ABUTMENT OF THE HIGHWAY OVERPASS OF THE AVENUE, 6.4 M (21.0 FT) EAST
 DV2298'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, AND 1.5 M
 DV2298'(4.9 FT) ABOVE THE GROUND SURFACE.
 DV2298
 DV2298                          STATION RECOVERY (2007)
 DV2298
 DV2298'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0065 ***********************************************************************
 GQ0065  DESIGNATION -  J 52
 GQ0065  PID         -  GQ0065
 GQ0065  STATE/COUNTY-  AZ/COCONINO
 GQ0065  USGS QUAD   -  FREDONIA (1988)
 GQ0065
 GQ0065                         *CURRENT SURVEY CONTROL
 GQ0065  ___________________________________________________________________
 GQ0065* NAD 83(1986)-  36 56 42.     (N)    112 31 21.     (W)     SCALED    
 GQ0065* NAVD 88     -      1425.336  (meters)    4676.29   (feet)  POSTED    
 GQ0065  ___________________________________________________________________
 GQ0065  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 GQ0065  DYNAMIC HT  -        1423.730 (meters)    4671.02  (feet)  COMP
 GQ0065  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 GQ0065
 GQ0065  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0065
 GQ0065.The horizontal coordinates were scaled from a topographic map and have
 GQ0065.an estimated accuracy of +/- 6 seconds.
 GQ0065
 GQ0065.The orthometric height was determined by differential leveling
 GQ0065.and adjusted by the  in 1992.
 GQ0065.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0065.rate of 0.0 thru 1.0 mm/km.
 GQ0065
 GQ0065.The geoid height was determined by GEOID03.
 GQ0065
 GQ0065.The dynamic height is computed by dividing the NAVD 88
 GQ0065.geopotential number by the normal gravity value computed on the
 GQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0065.degrees latitude (g = 980.6199 gals.).
 GQ0065
 GQ0065.The modeled gravity was interpolated from observed gravity values.
 GQ0065
 GQ0065;                    North         East    Units  Estimated Accuracy
 GQ0065;SPC AZ C     -   659,540.      159,400.      MT  (+/- 180 meters Scaled)
 GQ0065
 GQ0065                          SUPERSEDED SURVEY CONTROL
 GQ0065
 GQ0065  NGVD 29 (??/??/92) 1424.438  (m)         4673.34   (f) ADJ UNCH    1 2
 GQ0065
 GQ0065.Superseded values are not recommended for survey control.
 GQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0065.See file dsdata.txt to determine how the superseded data were derived.
 GQ0065
 GQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF644898(NAD 83)
 GQ0065_MARKER: DB = BENCH MARK DISK
 GQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0065_STAMPING: J-52 1934
 GQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0065+STABILITY: SURFACE MOTION
 GQ0065
 GQ0065  HISTORY     - Date     Condition        Report By
 GQ0065  HISTORY     - 1934     MONUMENTED       CGS
 GQ0065  HISTORY     - 1954     GOOD             USGS
 GQ0065
 GQ0065                          STATION DESCRIPTION
 GQ0065
 GQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0065'0.3 MI E FROM FREDONIA.
 GQ0065'0.2 OF A MILE EAST OF INTERSECTION OF U.S. HIGHWAY NO. 89, AND ROAD TO
 GQ0065'PIPE SPRINGS.  53 FT. NORTH WEST OF ARIZONA HIGHWAY BENCH MARK WITH
 GQ0065'STATION NO. 0 PLUS 00.  12 FT. SOUTH OF CENTER LINE OF U. S. HIGHWAY
 GQ0065'NO. 89.  19 FT. NORTH OF TELEPHONE POLE LINE.  SET IN CENTER OF SOUTH
 GQ0065'HEADWALL OF DOUBLE 3 FOOT PIPE CULVERT.
 GQ0065
 GQ0065                          STATION RECOVERY (1954)
 GQ0065
 GQ0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GQ0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2323 ***********************************************************************
 DV2323  DESIGNATION -  J 520
 DV2323  PID         -  DV2323
 DV2323  STATE/COUNTY-  AZ/MARICOPA
 DV2323  USGS QUAD   -  AVONDALE SW (1978)
 DV2323
 DV2323                         *CURRENT SURVEY CONTROL
 DV2323  ___________________________________________________________________
 DV2323* NAD 83(1986)-  33 22 29.     (N)    112 29 13.     (W)     SCALED    
 DV2323* NAVD 88     -       267.238  (meters)     876.76   (feet)  ADJUSTED  
 DV2323  ___________________________________________________________________
 DV2323  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DV2323  DYNAMIC HT  -         266.934 (meters)     875.77  (feet)  COMP
 DV2323  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 DV2323
 DV2323  VERT ORDER  -  FIRST     CLASS II
 DV2323
 DV2323.The horizontal coordinates were scaled from a topographic map and have
 DV2323.an estimated accuracy of +/- 6 seconds.
 DV2323
 DV2323.The orthometric height was determined by differential leveling
 DV2323.and adjusted in November 1993.
 DV2323
 DV2323.The geoid height was determined by GEOID03.
 DV2323
 DV2323.The dynamic height is computed by dividing the NAVD 88
 DV2323.geopotential number by the normal gravity value computed on the
 DV2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2323.degrees latitude (g = 980.6199 gals.).
 DV2323
 DV2323.The modeled gravity was interpolated from observed gravity values.
 DV2323
 DV2323;                    North         East    Units  Estimated Accuracy
 DV2323;SPC AZ C     -   263,450.      160,300.      MT  (+/- 180 meters Scaled)
 DV2323
 DV2323                          SUPERSEDED SURVEY CONTROL
 DV2323
 DV2323.No superseded survey control is available for this station.
 DV2323
 DV2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB616938(NAD 83)
 DV2323_MARKER: I = METAL ROD
 DV2323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2323_SP_SET: STAINLESS STEEL ROD
 DV2323_STAMPING: J 520 1992
 DV2323_MARK LOGO: NGS   
 DV2323_PROJECTION: FLUSH
 DV2323_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2323+STABILITY: POSITION/ELEVATION WELL
 DV2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2323+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2323_ROD/PIPE-DEPTH: 10.4 meters
 DV2323
 DV2323  HISTORY     - Date     Condition        Report By
 DV2323  HISTORY     - 1992     MONUMENTED       NGS
 DV2323  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV2323
 DV2323                          STATION DESCRIPTION
 DV2323
 DV2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2323'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2323'BUCKEYE, THENCE 9.4 KM (5.85 MI) EASTERLY ALONG COUNTY ROAD 85, 14.1
 DV2323'M (46.3 FT) EAST OF THE CENTERLINE OF LIBERTY SCHOOL ROAD, 9.5 M
 DV2323'(31.2 FT) NORTH OF THE ROAD CENTERLINE, 4.7 M (15.4 FT) EAST OF A
 DV2323'CHAIN-LINK FENCE CORNER, 4.2 M (13.8 FT) EAST-NORTHEAST OF A UTILITY
 DV2323'POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 DV2323'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 DV2323'POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2323
 DV2323                          STATION RECOVERY (2008)
 DV2323
 DV2323'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2323'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2323'MARK. A BLOCK WALL HAS REPLACED THE CHAIN-LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2339 ***********************************************************************
 DV2339  DESIGNATION -  J 521
 DV2339  PID         -  DV2339
 DV2339  STATE/COUNTY-  AZ/MARICOPA
 DV2339  USGS QUAD   -  LAVEEN (1973)
 DV2339
 DV2339                         *CURRENT SURVEY CONTROL
 DV2339  ___________________________________________________________________
 DV2339* NAD 83(1986)-  33 17 59.     (N)    112 10 09.     (W)     SCALED    
 DV2339* NAVD 88     -       322.040  (meters)    1056.56   (feet)  ADJUSTED  
 DV2339  ___________________________________________________________________
 DV2339  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV2339  DYNAMIC HT  -         321.672 (meters)    1055.35  (feet)  COMP
 DV2339  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 DV2339
 DV2339  VERT ORDER  -  FIRST     CLASS II
 DV2339
 DV2339.The horizontal coordinates were scaled from a topographic map and have
 DV2339.an estimated accuracy of +/- 6 seconds.
 DV2339
 DV2339.The orthometric height was determined by differential leveling
 DV2339.and adjusted in August 1994.
 DV2339
 DV2339.The geoid height was determined by GEOID03.
 DV2339
 DV2339.The dynamic height is computed by dividing the NAVD 88
 DV2339.geopotential number by the normal gravity value computed on the
 DV2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2339.degrees latitude (g = 980.6199 gals.).
 DV2339
 DV2339.The modeled gravity was interpolated from observed gravity values.
 DV2339
 DV2339;                    North         East    Units  Estimated Accuracy
 DV2339;SPC AZ C     -   255,020.      189,850.      MT  (+/- 180 meters Scaled)
 DV2339
 DV2339                          SUPERSEDED SURVEY CONTROL
 DV2339
 DV2339.No superseded survey control is available for this station.
 DV2339
 DV2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911851(NAD 83)
 DV2339_MARKER: I = METAL ROD
 DV2339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2339_SP_SET: STAINLESS STEEL ROD
 DV2339_STAMPING: J 521 1994
 DV2339_MARK LOGO: NGS   
 DV2339_PROJECTION: FLUSH
 DV2339_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2339+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2339_ROD/PIPE-DEPTH: 3.7  meters
 DV2339
 DV2339  HISTORY     - Date     Condition        Report By
 DV2339  HISTORY     - 1994     MONUMENTED       NGS
 DV2339  HISTORY     - 20060821 GOOD             GEOCAC
 DV2339
 DV2339                          STATION DESCRIPTION
 DV2339
 DV2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2339'7.0 KM (4.35 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2339'LAVEEN, 42.9 M (140.7 FT) SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX,
 DV2339'13.2 M (43.3 FT) EAST OF THE AVENUE CENTERLINE, 1.5 M (4.9 FT) NORTH
 DV2339'OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE, AND
 DV2339'0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 DV2339'POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2339
 DV2339                          STATION RECOVERY (2006)
 DV2339
 DV2339'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2370 ***********************************************************************
 DU2370  DESIGNATION -  J 522
 DU2370  PID         -  DU2370
 DU2370  STATE/COUNTY-  AZ/MARICOPA
 DU2370  USGS QUAD   -  CHANDLER (1981)
 DU2370
 DU2370                         *CURRENT SURVEY CONTROL
 DU2370  ___________________________________________________________________
 DU2370* NAD 83(1986)-  33 18 33.     (N)    111 50 15.     (W)     SCALED    
 DU2370* NAVD 88     -       370.631  (meters)    1215.98   (feet)  ADJUSTED  
 DU2370  ___________________________________________________________________
 DU2370  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU2370  DYNAMIC HT  -         370.189 (meters)    1214.53  (feet)  COMP
 DU2370  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 DU2370
 DU2370  VERT ORDER  -  FIRST     CLASS II
 DU2370
 DU2370.The horizontal coordinates were scaled from a topographic map and have
 DU2370.an estimated accuracy of +/- 6 seconds.
 DU2370
 DU2370.The orthometric height was determined by differential leveling
 DU2370.and adjusted in August 1994.
 DU2370
 DU2370.The geoid height was determined by GEOID03.
 DU2370
 DU2370.The dynamic height is computed by dividing the NAVD 88
 DU2370.geopotential number by the normal gravity value computed on the
 DU2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2370.degrees latitude (g = 980.6199 gals.).
 DU2370
 DU2370.The modeled gravity was interpolated from observed gravity values.
 DU2370
 DU2370;                    North         East    Units  Estimated Accuracy
 DU2370;SPC AZ C     -   256,040.      220,730.      MT  (+/- 180 meters Scaled)
 DU2370
 DU2370                          SUPERSEDED SURVEY CONTROL
 DU2370
 DU2370.No superseded survey control is available for this station.
 DU2370
 DU2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220858(NAD 83)
 DU2370_MARKER: I = METAL ROD
 DU2370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2370_SP_SET: STAINLESS STEEL ROD
 DU2370_STAMPING: J 522 1994
 DU2370_MARK LOGO: NGS   
 DU2370_PROJECTION: FLUSH
 DU2370_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2370+STABILITY: POSITION/ELEVATION WELL
 DU2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2370+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 DU2370_ROD/PIPE-DEPTH: 6.6  meters
 DU2370
 DU2370  HISTORY     - Date     Condition        Report By
 DU2370  HISTORY     - 1994     MONUMENTED       NGS
 DU2370  HISTORY     - 20051118 GOOD             GEOCAC
 DU2370
 DU2370                          STATION DESCRIPTION
 DU2370
 DU2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2370'IN CHANDLER, AT THE INTERSECTION OF NORTH DELAWARE AND EAST ERIE
 DU2370'STREETS, 53.8 M (176.5 FT) SOUTH OF THE CENTERLINE OF EAST ERIE
 DU2370'STREET, 10.4 M (34.1 FT) EAST OF AND LEVEL WITH THE CENTER OF NORTH
 DU2370'DELAWARE STREET, 9.9 M (32.5 FT) NORTHWEST OF THE NORTH END OF THE
 DU2370'NEAR RAIL OF AN ARIZONA RAILWAY MUSEUM RAILROAD TRACK, AND 0.7 M
 DU2370'(2.3 FT) NORTH OF THE SOUTH END OF A CONCRETE BLOCK WALL.
 DU2370'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2370
 DU2370                          STATION RECOVERY (2005)
 DU2370
 DU2370'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0679 ***********************************************************************
 FR0679  DESIGNATION -  J 53
 FR0679  PID         -  FR0679
 FR0679  STATE/COUNTY-  AZ/MOHAVE
 FR0679  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0679
 FR0679                         *CURRENT SURVEY CONTROL
 FR0679  ___________________________________________________________________
 FR0679* NAD 83(1986)-  35 39 12.     (N)    113 57 16.     (W)     SCALED    
 FR0679* NAVD 88     -       863.691  (meters)    2833.63   (feet)  POSTED    
 FR0679  ___________________________________________________________________
 FR0679  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FR0679  DYNAMIC HT  -         862.710 (meters)    2830.41  (feet)  COMP
 FR0679  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 FR0679
 FR0679  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0679
 FR0679.The horizontal coordinates were scaled from a topographic map and have
 FR0679.an estimated accuracy of +/- 6 seconds.
 FR0679
 FR0679.The orthometric height was determined by differential leveling
 FR0679.and adjusted by the  in 1992.
 FR0679.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0679.rate of 1.1 thru 2.0 mm/km.
 FR0679
 FR0679.The geoid height was determined by GEOID03.
 FR0679
 FR0679.The dynamic height is computed by dividing the NAVD 88
 FR0679.geopotential number by the normal gravity value computed on the
 FR0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0679.degrees latitude (g = 980.6199 gals.).
 FR0679
 FR0679.The modeled gravity was interpolated from observed gravity values.
 FR0679
 FR0679;                    North         East    Units  Estimated Accuracy
 FR0679;SPC AZ W     -   516,090.      194,850.      MT  (+/- 180 meters Scaled)
 FR0679
 FR0679                          SUPERSEDED SURVEY CONTROL
 FR0679
 FR0679  NGVD 29 (??/??/92)  862.943  (m)         2831.17   (f) ADJ UNCH    1 1
 FR0679
 FR0679.Superseded values are not recommended for survey control.
 FR0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0679.See file dsdata.txt to determine how the superseded data were derived.
 FR0679
 FR0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE325495(NAD 83)
 FR0679_MARKER: DB = BENCH MARK DISK
 FR0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0679_STAMPING: J 53 1934
 FR0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0679+STABILITY: SURFACE MOTION
 FR0679
 FR0679  HISTORY     - Date     Condition        Report By
 FR0679  HISTORY     - 1934     MONUMENTED       CGS
 FR0679  HISTORY     - 1940     GOOD             NGS
 FR0679
 FR0679                          STATION DESCRIPTION
 FR0679
 FR0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0679'24.0 MI N FROM HACKBERRY.
 FR0679'24.0 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0679'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 1.6 MILES
 FR0679'NORTHWEST OF THE MUSIC MOUNTAIN MILL SITE, 0.7 MILE NORTH OF THE
 FR0679'JUNCTION OF THE NEW ROAD, 18 FEET EAST OF THE CENTER OF A SMALL WASH,
 FR0679'10 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 2.5 FEET EAST OF A
 FR0679'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 53 1934 AND SET
 FR0679'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0156 ***********************************************************************
 GQ0156  DESIGNATION -  J 55 RESET
 GQ0156  PID         -  GQ0156
 GQ0156  STATE/COUNTY-  AZ/MOHAVE
 GQ0156  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0156
 GQ0156                         *CURRENT SURVEY CONTROL
 GQ0156  ___________________________________________________________________
 GQ0156* NAD 83(1986)-  36 53 15.     (N)    113 55 46.     (W)     SCALED    
 GQ0156* NAVD 88     -       563.420  (meters)    1848.49   (feet)  ADJUSTED  
 GQ0156  ___________________________________________________________________
 GQ0156  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GQ0156  DYNAMIC HT  -         562.853 (meters)    1846.63  (feet)  COMP
 GQ0156  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 GQ0156
 GQ0156  VERT ORDER  -  FIRST     CLASS I
 GQ0156
 GQ0156.The horizontal coordinates were scaled from a topographic map and have
 GQ0156.an estimated accuracy of +/- 6 seconds.
 GQ0156
 GQ0156.The orthometric height was determined by differential leveling
 GQ0156.and adjusted in June 1991.
 GQ0156
 GQ0156.The geoid height was determined by GEOID03.
 GQ0156
 GQ0156.The dynamic height is computed by dividing the NAVD 88
 GQ0156.geopotential number by the normal gravity value computed on the
 GQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0156.degrees latitude (g = 980.6199 gals.).
 GQ0156
 GQ0156.The modeled gravity was interpolated from observed gravity values.
 GQ0156
 GQ0156;                    North         East    Units  Estimated Accuracy
 GQ0156;SPC AZ W     -   653,020.      197,370.      MT  (+/- 180 meters Scaled)
 GQ0156
 GQ0156                          SUPERSEDED SURVEY CONTROL
 GQ0156
 GQ0156  NGVD 29 (??/??/92)  562.665  (m)         1846.01   (f) ADJ UNCH    1 1
 GQ0156
 GQ0156.Superseded values are not recommended for survey control.
 GQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0156.See file dsdata.txt to determine how the superseded data were derived.
 GQ0156
 GQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF389864(NAD 83)
 GQ0156_MARKER: DB = BENCH MARK DISK
 GQ0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0156_SP_SET: CULVERT
 GQ0156_STAMPING: J 55 RESET 1941
 GQ0156_MARK LOGO: CGS   
 GQ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0156
 GQ0156  HISTORY     - Date     Condition        Report By
 GQ0156  HISTORY     - 1941     MONUMENTED       CGS
 GQ0156  HISTORY     - 1960     GOOD             NGS
 GQ0156  HISTORY     - 1979     GOOD             USGS
 GQ0156  HISTORY     - 1982     GOOD             NGS
 GQ0156
 GQ0156                          STATION DESCRIPTION
 GQ0156
 GQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0156'0.9 MI SW FROM BEAVER DAM LODGE.
 GQ0156'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 91 FROM BEAVER DAM LODGE, MOHAVE
 GQ0156'COUNTY, 300 FEET SOUTH OF THE JUNCTION OF A ROAD LEADING TO
 GQ0156'LITTLEFIELD, AT A 36-INCH CONCRETE CULVERT, IN THE TOP OF THE
 GQ0156'NORTHEAST END OF THE SOUTHEAST HEADWALL, 28 FEET SOUTHEAST OF THE
 GQ0156'CENTERLINE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY. A
 GQ0156'STANDARD DISK, STAMPED J 55 RESET 1941.
 GQ0156
 GQ0156                          STATION RECOVERY (1979)
 GQ0156
 GQ0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0156'0.3 MILE SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0156'INTERSTATE HIGHWAY 15. ABOUT 300 FEET SOUTHWEST OF A GRAVEL ROAD FORK
 GQ0156'LEADING DOWN TO LITTLEFIELD, AT A 36 INCH CONCRETE CULVERT, IN THE
 GQ0156'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 28 FEET SOUTHEAST
 GQ0156'OF THE CENTERLINE OF THE OLD HIGHWAY AND ABOUT 5 FEET LOWER THAN THE
 GQ0156'HIGHWAY, A STANDARD DISK STAMPED J 55 RESET 1941.
 GQ0156
 GQ0156                          STATION RECOVERY (1982)
 GQ0156
 GQ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0156'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0156'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0156'MESQUITE, THENCE 15.9 KM (9.95 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0156'IN TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL FOR A
 GQ0156'36 INCH CORRUGATED METAL PIPE CULVERT, 0.35 KM (0.2 MI) SOUTHWEST OF
 GQ0156'THE NORTH BOUND INTERSTATE 15 OVERPASS BRIDGE OVER THE HIGHWAY, 0.1 KM
 GQ0156'(0.05 MI) SOUTHWEST OF THE Y JUNCTION OF A PAVED ROAD LEADING SOUTH TO
 GQ0156'LITTLEFIELD, 8.5 METERS (28 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 GQ0156'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0186 ***********************************************************************
 ET0186  DESIGNATION -  J 57
 ET0186  PID         -  ET0186
 ET0186  STATE/COUNTY-  AZ/YAVAPAI
 ET0186  USGS QUAD   -  BUMBLE BEE (1969)
 ET0186
 ET0186                         *CURRENT SURVEY CONTROL
 ET0186  ___________________________________________________________________
 ET0186* NAD 83(1986)-  34 13 07.     (N)    112 08 43.     (W)     SCALED    
 ET0186* NAVD 88     -       817.29   (+/-2cm)    2681.4    (feet)  VERTCON   
 ET0186  ___________________________________________________________________
 ET0186  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 ET0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0186
 ET0186.The horizontal coordinates were scaled from a topographic map and have
 ET0186.an estimated accuracy of +/- 6 seconds.
 ET0186
 ET0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0186.The vertical order pertains to the NGVD 29 superseded value.
 ET0186
 ET0186.The geoid height was determined by GEOID03.
 ET0186
 ET0186;                    North         East    Units  Estimated Accuracy
 ET0186;SPC AZ C     -   356,920.      192,300.      MT  (+/- 180 meters Scaled)
 ET0186
 ET0186                          SUPERSEDED SURVEY CONTROL
 ET0186
 ET0186  NGVD 29 (??/??/92)  816.642  (m)         2679.27   (f) ADJ UNCH    2 0
 ET0186
 ET0186.Superseded values are not recommended for survey control.
 ET0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0186.See file dsdata.txt to determine how the superseded data were derived.
 ET0186
 ET0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC945869(NAD 83)
 ET0186_MARKER: DB = BENCH MARK DISK
 ET0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0186_STAMPING: J 57 1934
 ET0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0186+STABILITY: SURFACE MOTION
 ET0186
 ET0186  HISTORY     - Date     Condition        Report By
 ET0186  HISTORY     - 1934     MONUMENTED       CGS
 ET0186  HISTORY     - 20080222 GOOD             GEOCAC
 ET0186
 ET0186                          STATION DESCRIPTION
 ET0186
 ET0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0186'2.1 MI N FROM BUMBLE BEE.
 ET0186'2.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM BUMBLE BEE, YAVAPAI
 ET0186'COUNTY, 0.2 MILE NORTH OF A LARGE WASH, 15 FEET NORTH OF A
 ET0186'GALVANIZED-IRON CULVERT, AND 22 FEET WEST OF THE CENTERLINE OF THE
 ET0186'HIGHWAY.  A STANDARD DISK, STAMPED J 57 1934 AND SET IN THE TOP OF A
 ET0186'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ET0186
 ET0186                          STATION RECOVERY (2008)
 ET0186
 ET0186'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0186'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0186'34 13 06.8 (N)   112 08 43.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0724 ***********************************************************************
 DU0724  DESIGNATION -  J 58
 DU0724  PID         -  DU0724
 DU0724  STATE/COUNTY-  AZ/MARICOPA
 DU0724  USGS QUAD   -  CHANDLER (1981)
 DU0724
 DU0724                         *CURRENT SURVEY CONTROL
 DU0724  ___________________________________________________________________
 DU0724* NAD 83(1986)-  33 17 32.     (N)    111 50 12.     (W)     SCALED    
 DU0724* NAVD 88     -       372.39   (+/-2cm)    1221.7    (feet)  VERTCON   
 DU0724  ___________________________________________________________________
 DU0724  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0724
 DU0724.The horizontal coordinates were scaled from a topographic map and have
 DU0724.an estimated accuracy of +/- 6 seconds.
 DU0724
 DU0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0724.The vertical order pertains to the NGVD 29 superseded value.
 DU0724
 DU0724.The geoid height was determined by GEOID03.
 DU0724
 DU0724;                    North         East    Units  Estimated Accuracy
 DU0724;SPC AZ C     -   254,160.      220,810.      MT  (+/- 180 meters Scaled)
 DU0724
 DU0724                          SUPERSEDED SURVEY CONTROL
 DU0724
 DU0724  NGVD 29 (??/??/92)  371.865  (m)         1220.03   (f) ADJ UNCH    2 0
 DU0724
 DU0724.Superseded values are not recommended for survey control.
 DU0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0724.See file dsdata.txt to determine how the superseded data were derived.
 DU0724
 DU0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB221839(NAD 83)
 DU0724_MARKER: DB = BENCH MARK DISK
 DU0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0724_STAMPING: J 58 1934
 DU0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0724+STABILITY: SURFACE MOTION
 DU0724
 DU0724  HISTORY     - Date     Condition        Report By
 DU0724  HISTORY     - 1934     MONUMENTED       CGS
 DU0724  HISTORY     - 1948     POOR             NGS
 DU0724  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0724  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU0724  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU0724
 DU0724                          STATION DESCRIPTION
 DU0724
 DU0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0724'IN CHANDLER.
 DU0724'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0724'STATION AT CHANDLER, 3 FEET NORTH OF MILEPOST 930, AT THE ALFALFA MEAL
 DU0724'PLANT, 83.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 37
 DU0724'FEET WEST OF THE SOUTHWEST CORNER OF A SHED, AND 55 FEET EAST OF THE
 DU0724'CENTERLINE OF THE MAIN TRACK, SET IN THE TOP OF A CONCRETE POST.
 DU0724'NOTE-- MARK HAS THE APPEARANCE OF BEING HIT.  IT IS LOOSE AND LEANING
 DU0724'AT AN ANGLE.
 DU0724
 DU0724                          STATION RECOVERY (1994)
 DU0724
 DU0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0724'MARK NOT FOUND.
 DU0724
 DU0724                          STATION RECOVERY (2005)
 DU0724
 DU0724'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0724'FOUND MILE MARKER AT 930.07, BUT DIDN T FIND THE ALFALFA MEAL PLANT OR
 DU0724'THE SHED.
 DU0724
 DU0724                          STATION RECOVERY (2007)
 DU0724
 DU0724'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0724'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0724'MARK.
 DU0724'THE REFERENCED LANDMARKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0419 ***********************************************************************
 CZ0419  DESIGNATION -  J 59
 CZ0419  PID         -  CZ0419
 CZ0419  STATE/COUNTY-  AZ/PINAL
 CZ0419  USGS QUAD   -  CACTUS FOREST (1993)
 CZ0419
 CZ0419                         *CURRENT SURVEY CONTROL
 CZ0419  ___________________________________________________________________
 CZ0419* NAD 83(1986)-  32 57 09.     (N)    111 19 40.     (W)     SCALED    
 CZ0419* NAVD 88     -       543.91   (+/-2cm)    1784.5    (feet)  VERTCON   
 CZ0419  ___________________________________________________________________
 CZ0419  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0419
 CZ0419.The horizontal coordinates were scaled from a topographic map and have
 CZ0419.an estimated accuracy of +/- 6 seconds.
 CZ0419
 CZ0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0419.The vertical order pertains to the NGVD 29 superseded value.
 CZ0419
 CZ0419.The geoid height was determined by GEOID03.
 CZ0419
 CZ0419;                    North         East    Units  Estimated Accuracy
 CZ0419;SPC AZ C     -   216,640.      268,420.      MT  (+/- 180 meters Scaled)
 CZ0419
 CZ0419                          SUPERSEDED SURVEY CONTROL
 CZ0419
 CZ0419  NGVD 29 (??/??/92)  543.378  (m)         1782.73   (f) ADJ UNCH    2 0
 CZ0419
 CZ0419.Superseded values are not recommended for survey control.
 CZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0419.See file dsdata.txt to determine how the superseded data were derived.
 CZ0419
 CZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB693460(NAD 83)
 CZ0419_MARKER: DB = BENCH MARK DISK
 CZ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0419_STAMPING: J 59 1934
 CZ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0419+STABILITY: SURFACE MOTION
 CZ0419
 CZ0419  HISTORY     - Date     Condition        Report By
 CZ0419  HISTORY     - 1934     MONUMENTED       CGS
 CZ0419  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0419  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 CZ0419
 CZ0419                          STATION DESCRIPTION
 CZ0419
 CZ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0419'6.7 MI S FROM FLORENCE.
 CZ0419'6.7 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0419'FLFORENCE, 0.5 MILE SOUTH OF THE CACTUS FOREST GUEST RANCH, 54 FEET
 CZ0419'WEST OF A HIGHWAY MARKER, AND 34 FEET WEST OF THE CENTERLINE OF THE
 CZ0419'HIGHWAY. A STANDARD DISK, STAMPED J 59 1934 AND SET IN THE TOP OF A
 CZ0419'CONCRETE POST.
 CZ0419
 CZ0419                          STATION RECOVERY (1965)
 CZ0419
 CZ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0419'MARK NOT FOUND.
 CZ0419
 CZ0419                          STATION RECOVERY (2007)
 CZ0419
 CZ0419'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0419'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0169 ***********************************************************************
 FQ0169  DESIGNATION -  J 6
 FQ0169  PID         -  FQ0169
 FQ0169  STATE/COUNTY-  AZ/COCONINO
 FQ0169  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0169
 FQ0169                         *CURRENT SURVEY CONTROL
 FQ0169  ___________________________________________________________________
 FQ0169* NAD 83(1986)-  35 56 12.     (N)    111 23 56.     (W)     SCALED    
 FQ0169* NAVD 88     -      1291.842  (meters)    4238.32   (feet)  POSTED    
 FQ0169  ___________________________________________________________________
 FQ0169  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0169  DYNAMIC HT  -        1290.250 (meters)    4233.10  (feet)  COMP
 FQ0169  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 FQ0169
 FQ0169  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0169
 FQ0169.The horizontal coordinates were scaled from a topographic map and have
 FQ0169.an estimated accuracy of +/- 6 seconds.
 FQ0169
 FQ0169.The orthometric height was determined by differential leveling
 FQ0169.and adjusted by the  in 1992.
 FQ0169.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0169.rate of 0.0 thru 1.0 mm/km.
 FQ0169
 FQ0169.The geoid height was determined by GEOID03.
 FQ0169
 FQ0169.The dynamic height is computed by dividing the NAVD 88
 FQ0169.geopotential number by the normal gravity value computed on the
 FQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0169.degrees latitude (g = 980.6199 gals.).
 FQ0169
 FQ0169.The modeled gravity was interpolated from observed gravity values.
 FQ0169
 FQ0169;                    North         East    Units  Estimated Accuracy
 FQ0169;SPC AZ C     -   547,610.      260,080.      MT  (+/- 180 meters Scaled)
 FQ0169
 FQ0169                          SUPERSEDED SURVEY CONTROL
 FQ0169
 FQ0169.No superseded survey control is available for this station.
 FQ0169
 FQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE640769(NAD 83)
 FQ0169_MARKER: DB = BENCH MARK DISK
 FQ0169_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0169_SP_SET: STANDSTONE ROCK
 FQ0169_STAMPING: J 6 1921
 FQ0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0169+STABILITY: POSITION/ELEVATION WELL
 FQ0169
 FQ0169  HISTORY     - Date     Condition        Report By
 FQ0169  HISTORY     - 1921     MONUMENTED       CGS
 FQ0169  HISTORY     - 1934     GOOD             NGS
 FQ0169  HISTORY     - 19850501 MARK NOT FOUND   USGS
 FQ0169
 FQ0169                          STATION DESCRIPTION
 FQ0169
 FQ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0169'4.4 MI N FROM CAMERON.
 FQ0169'4.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0169'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 0.3 MILE DOWNSTREAM
 FQ0169'FROM THE RAILED BRIDGE AT STATION 240+, 0.2 MILE NORTH ALONG AN
 FQ0169'ABANDONED ROAD FROM A STONE QUARRY LOCATED AT AN OLD ARROYO CROSSING,
 FQ0169'10 YARDS EAST ON THE EAST EDGE OF A SMALL HILL, 10 FEET EAST OF THE
 FQ0169'CENTERLINE OF THE ABANDONED ROAD, AND IN THE TOP OF A LONE 2- BY
 FQ0169'4-FOOT SANDSTONE ROCK PROJECTING 1 FOOT ABOVE THE GROUND.  A STANDARD
 FQ0169'DISK, STAMPED J 6 1921.
 FQ0169
 FQ0169                          STATION RECOVERY (1985)
 FQ0169
 FQ0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (ELE)
 FQ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0546 ***********************************************************************
 FS0546  DESIGNATION -  J 60
 FS0546  PID         -  FS0546
 FS0546  STATE/COUNTY-  AZ/MOHAVE
 FS0546  USGS QUAD   -  CHLORIDE (1968)
 FS0546
 FS0546                         *CURRENT SURVEY CONTROL
 FS0546  ___________________________________________________________________
 FS0546* NAD 83(1986)-  35 23 04.     (N)    114 12 13.     (W)     SCALED    
 FS0546* NAVD 88     -      1141.794  (meters)    3746.04   (feet)  ADJUSTED  
 FS0546  ___________________________________________________________________
 FS0546  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0546  DYNAMIC HT  -        1140.437 (meters)    3741.58  (feet)  COMP
 FS0546  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 FS0546
 FS0546  VERT ORDER  -  FIRST     CLASS II
 FS0546
 FS0546.The horizontal coordinates were scaled from a topographic map and have
 FS0546.an estimated accuracy of +/- 6 seconds.
 FS0546
 FS0546.The orthometric height was determined by differential leveling
 FS0546.and adjusted in June 1991.
 FS0546
 FS0546.The geoid height was determined by GEOID03.
 FS0546
 FS0546.The dynamic height is computed by dividing the NAVD 88
 FS0546.geopotential number by the normal gravity value computed on the
 FS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0546.degrees latitude (g = 980.6199 gals.).
 FS0546
 FS0546.The modeled gravity was interpolated from observed gravity values.
 FS0546
 FS0546;                    North         East    Units  Estimated Accuracy
 FS0546;SPC AZ W     -   486,330.      172,150.      MT  (+/- 180 meters Scaled)
 FS0546
 FS0546                          SUPERSEDED SURVEY CONTROL
 FS0546
 FS0546  NGVD 29 (??/??/92) 1140.966  (m)         3743.32   (f) ADJ UNCH    1 2
 FS0546
 FS0546.Superseded values are not recommended for survey control.
 FS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0546.See file dsdata.txt to determine how the superseded data were derived.
 FS0546
 FS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV540192(NAD 83)
 FS0546_MARKER: DB = BENCH MARK DISK
 FS0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0546_STAMPING: J 60 1934
 FS0546_MARK LOGO: CGS   
 FS0546_PROJECTION: PROJECTING 24 CENTIMETERS
 FS0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0546+STABILITY: SURFACE MOTION
 FS0546
 FS0546  HISTORY     - Date     Condition        Report By
 FS0546  HISTORY     - 1934     MONUMENTED       CGS
 FS0546  HISTORY     - 1940     GOOD             NGS
 FS0546  HISTORY     - 1982     GOOD             NGS
 FS0546  HISTORY     - 1982     GOOD             NGS
 FS0546
 FS0546                          STATION DESCRIPTION
 FS0546
 FS0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0546'2 MI S FROM CHLORIDE.
 FS0546'2.0 MILES SOUTH ALONG THE OLD KINGMAN ROAD FROM CHLORIDE,
 FS0546'ABOUT 460 FEET NORTH OF THE CENTER OF A DRY WASH, 40 FEET
 FS0546'NORTHEAST OF A GREASEWOOD BUSH, 34 FEET WEST OF THE CENTERLINE
 FS0546'OF THE OLD ROAD, AND 2.5 FEET WEST OF A WHITE WOODEN WITNESS
 FS0546'POST.  A STANDARD DISK, STAMPED J 60 1934 AND SET IN THE TOP OF
 FS0546'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FS0546
 FS0546                          STATION RECOVERY (1982)
 FS0546
 FS0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0546'3.2 KM (2.0 MI) SOUTH ALONG THE OLD HIGHWAY FROM THE POST OFFICE IN
 FS0546'CHLORIDE, 140.2 METERS (460 FT) NORTH OF THE CENTER OF A WASH, 12.2
 FS0546'METERS (40 FT) NORTHEAST OF A GREASEWOOD BUSH, 10.4 METERS (34 FT)
 FS0546'WEST OF THE CENTERLINE OF THE OLD HIGHWAY. NOTE--THE OLD HIGHWAY IS
 FS0546'LOCATED WEST OF THE WELL TRAVELED ROAD AT THIS MARK.
 FS0546'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
 FS0546
 FS0546                          STATION RECOVERY (1982)
 FS0546
 FS0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0546'3.2 KM (2.0 MI) SOUTH ALONG THE OLD HIGHWAY FROM THE POST OFFICE IN
 FS0546'CHLORIDE, 140.2 METERS (460 FT) NORTH OF THE CENTER OF A WASH, 12.2
 FS0546'METERS (40 FT) NORTHEAST OF A GREASEWOOD BUSH, 10.4 METERS (34 FT)
 FS0546'WEST OF THE CENTERLINE OF THE OLD HIGHWAY. NOTE--THE OLD HIGHWAY IS
 FS0546'LOCATED WEST OF THE WELL TRAVELED ROAD AT THIS MARK.
 FS0546'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0030 ***********************************************************************
 FR0030  DESIGNATION -  J 61
 FR0030  PID         -  FR0030
 FR0030  STATE/COUNTY-  AZ/COCONINO
 FR0030  USGS QUAD   -  HOWARD HILL (1979)
 FR0030
 FR0030                         *CURRENT SURVEY CONTROL
 FR0030  ___________________________________________________________________
 FR0030* NAD 83(1986)-  35 48 53.     (N)    112 15 20.     (W)     SCALED    
 FR0030* NAVD 88     -      1777.999  (meters)    5833.32   (feet)  POSTED    
 FR0030  ___________________________________________________________________
 FR0030  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FR0030  DYNAMIC HT  -        1775.660 (meters)    5825.64  (feet)  COMP
 FR0030  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 FR0030
 FR0030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0030
 FR0030.The horizontal coordinates were scaled from a topographic map and have
 FR0030.an estimated accuracy of +/- 6 seconds.
 FR0030
 FR0030.The orthometric height was determined by differential leveling
 FR0030.and adjusted by the  in 1992.
 FR0030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0030.rate of 0.0 thru 1.0 mm/km.
 FR0030
 FR0030.The geoid height was determined by GEOID03.
 FR0030
 FR0030.The dynamic height is computed by dividing the NAVD 88
 FR0030.geopotential number by the normal gravity value computed on the
 FR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0030.degrees latitude (g = 980.6199 gals.).
 FR0030
 FR0030.The modeled gravity was interpolated from observed gravity values.
 FR0030
 FR0030;                    North         East    Units  Estimated Accuracy
 FR0030;SPC AZ C     -   534,010.      182,740.      MT  (+/- 180 meters Scaled)
 FR0030
 FR0030                          SUPERSEDED SURVEY CONTROL
 FR0030
 FR0030  NGVD 29 (??/??/92) 1777.124  (m)         5830.45   (f) ADJ UNCH    2 0
 FR0030
 FR0030.Superseded values are not recommended for survey control.
 FR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0030.See file dsdata.txt to determine how the superseded data were derived.
 FR0030
 FR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE865641(NAD 83)
 FR0030_MARKER: DB = BENCH MARK DISK
 FR0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0030_STAMPING: J 61 1934
 FR0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0030+STABILITY: SURFACE MOTION
 FR0030
 FR0030  HISTORY     - Date     Condition        Report By
 FR0030  HISTORY     - 1934     MONUMENTED       CGS
 FR0030
 FR0030                          STATION DESCRIPTION
 FR0030
 FR0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0030'22.25 MI S FROM GRAND CANYON.
 FR0030'ABOUT 22-1/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0030'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, 3 FEET
 FR0030'SOUTH OF MILEAGE POST 41-1/2, AND 27 FEET WEST OF THE CENTER LINE OF
 FR0030'THE TRACK.  A STANDARD DISK, STAMPED J 61 1934 AND SET IN THE TOP OF A
 FR0030'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0365 ***********************************************************************
 FQ0365  DESIGNATION -  J 62
 FQ0365  PID         -  FQ0365
 FQ0365  STATE/COUNTY-  AZ/COCONINO
 FQ0365  USGS QUAD   -  GRANDVIEW POINT NE (1989)
 FQ0365
 FQ0365                         *CURRENT SURVEY CONTROL
 FQ0365  ___________________________________________________________________
 FQ0365* NAD 83(1986)-  35 57 10.     (N)    111 46 30.     (W)     SCALED    
 FQ0365* NAVD 88     -      1949.819  (meters)    6397.03   (feet)  POSTED    
 FQ0365  ___________________________________________________________________
 FQ0365  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0365  DYNAMIC HT  -        1947.220 (meters)    6388.50  (feet)  COMP
 FQ0365  MODELED GRAV-     979,231.8   (mgal)                       NAVD 88
 FQ0365
 FQ0365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0365
 FQ0365.The horizontal coordinates were scaled from a topographic map and have
 FQ0365.an estimated accuracy of +/- 6 seconds.
 FQ0365
 FQ0365.The orthometric height was determined by differential leveling
 FQ0365.and adjusted by the  in 1992.
 FQ0365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0365.rate of 0.0 thru 1.0 mm/km.
 FQ0365
 FQ0365.The geoid height was determined by GEOID03.
 FQ0365
 FQ0365.The dynamic height is computed by dividing the NAVD 88
 FQ0365.geopotential number by the normal gravity value computed on the
 FQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0365.degrees latitude (g = 980.6199 gals.).
 FQ0365
 FQ0365.The modeled gravity was interpolated from observed gravity values.
 FQ0365
 FQ0365;                    North         East    Units  Estimated Accuracy
 FQ0365;SPC AZ C     -   549,280.      226,140.      MT  (+/- 180 meters Scaled)
 FQ0365
 FQ0365                          SUPERSEDED SURVEY CONTROL
 FQ0365
 FQ0365  NGVD 29 (??/??/92) 1948.850  (m)         6393.85   (f) ADJ UNCH    2 0
 FQ0365
 FQ0365.Superseded values are not recommended for survey control.
 FQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0365.See file dsdata.txt to determine how the superseded data were derived.
 FQ0365
 FQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE301789(NAD 83)
 FQ0365_MARKER: DB = BENCH MARK DISK
 FQ0365_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0365_SP_SET: LIMESTONE OUTCROP
 FQ0365_STAMPING: J 62 1934
 FQ0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0365+STABILITY: POSITION/ELEVATION WELL
 FQ0365
 FQ0365  HISTORY     - Date     Condition        Report By
 FQ0365  HISTORY     - 1934     MONUMENTED       CGS
 FQ0365
 FQ0365                          STATION DESCRIPTION
 FQ0365
 FQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0365'25.8 MI W FROM CAMERON.
 FQ0365'ABOUT 25.8 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0365'COUNTY, ABOUT 72 FEET EAST OF A STORM-DITCH, ABOUT 110 FEET EAST OF
 FQ0365'THE CENTER LINE OF THE HIGHWAY, 4.5 FEET NORTH OF A LARGE ROCK MOUND,
 FQ0365'AND IN THE TOP OF THE SOUTH EDGE OF A LARGE LIMESTONE OUTCROP.  A
 FQ0365'STANDARD DISK, STAMPED J 62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0115 ***********************************************************************
 FQ0115  DESIGNATION -  J 63
 FQ0115  PID         -  FQ0115
 FQ0115  STATE/COUNTY-  AZ/COCONINO
 FQ0115  USGS QUAD   -  COAL MINE MESA (1967)
 FQ0115
 FQ0115                         *CURRENT SURVEY CONTROL
 FQ0115  ___________________________________________________________________
 FQ0115* NAD 83(2007)-  35 58 47.85926(N)    110 59 18.31531(W)     ADJUSTED  
 FQ0115* NAVD 88     -      1837.598  (meters)    6028.85   (feet)  ADJUSTED  
 FQ0115  ___________________________________________________________________
 FQ0115  EPOCH DATE  -        2007.00
 FQ0115  X           -  -1,851,347.679 (meters)                     COMP
 FQ0115  Y           -  -4,825,840.399 (meters)                     COMP
 FQ0115  Z           -   3,727,458.732 (meters)                     COMP
 FQ0115  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 FQ0115  ELLIP HEIGHT-        1814.709 (meters)          (02/10/07) ADJUSTED
 FQ0115  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 FQ0115  DYNAMIC HT  -        1835.198 (meters)    6020.98  (feet)  COMP
 FQ0115
 FQ0115  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0115  Type    PID    Designation                      North   East  Ellip
 FQ0115  -------------------------------------------------------------------
 FQ0115  NETWORK FQ0115 J 63                              2.65   3.53   8.41
 FQ0115  -------------------------------------------------------------------
 FQ0115  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 FQ0115
 FQ0115  VERT ORDER  -  SECOND    CLASS 0
 FQ0115
 FQ0115.The horizontal coordinates were established by GPS observations
 FQ0115.and adjusted by the National Geodetic Survey in February 2007.
 FQ0115
 FQ0115.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0115.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0115.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0115.The epoch date for horizontal control is a decimal equivalence
 FQ0115.of Year/Month/Day.
 FQ0115
 FQ0115.The orthometric height was determined by differential leveling
 FQ0115.and adjusted in June 1991.
 FQ0115
 FQ0115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0115
 FQ0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0115
 FQ0115.The ellipsoidal height was determined by GPS observations
 FQ0115.and is referenced to NAD 83.
 FQ0115
 FQ0115.The geoid height was determined by GEOID03.
 FQ0115
 FQ0115.The dynamic height is computed by dividing the NAVD 88
 FQ0115.geopotential number by the normal gravity value computed on the
 FQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0115.degrees latitude (g = 980.6199 gals.).
 FQ0115
 FQ0115.The modeled gravity was interpolated from observed gravity values.
 FQ0115
 FQ0115;                    North         East     Units Scale Factor Converg.
 FQ0115;SPC AZ C     -   552,687.989   297,068.001   MT  0.99998631   +0 32 43.4
 FQ0115;SPC AZ C     - 1,813,280.80    974,632.55   iFT  0.99998631   +0 32 43.4
 FQ0115;UTM  12      - 3,981,725.890   501,043.859   MT  0.99960001   +0 00 24.5
 FQ0115
 FQ0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0115!SPC AZ C     -   0.99971526  x   0.99998631  =   0.99970158
 FQ0115!UTM  12      -   0.99971526  x   0.99960001  =   0.99931539
 FQ0115
 FQ0115                          SUPERSEDED SURVEY CONTROL
 FQ0115
 FQ0115  NAD 83(1992)-  35 58 47.85907(N)    110 59 18.31459(W) AD(       ) 1
 FQ0115  ELLIP H (03/15/96) 1814.727  (m)                       GP(       ) 4 1
 FQ0115  NAVD 88 (03/15/96) 1837.60   (m)         6028.9    (f) LEVELING    3  
 FQ0115  NGVD 29 (??/??/92) 1836.652  (m)         6025.75   (f) ADJ UNCH    2 0
 FQ0115
 FQ0115.Superseded values are not recommended for survey control.
 FQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0115.See file dsdata.txt to determine how the superseded data were derived.
 FQ0115
 FQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE0104481726(NAD 83)
 FQ0115_MARKER: DB = BENCH MARK DISK
 FQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0115_STAMPING: J 63 1934
 FQ0115_MARK LOGO: CGS   
 FQ0115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0115+STABILITY: SURFACE MOTION
 FQ0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0115+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1995
 FQ0115
 FQ0115  HISTORY     - Date     Condition        Report By
 FQ0115  HISTORY     - 1934     MONUMENTED       CGS
 FQ0115  HISTORY     - 1967     GOOD             USGS
 FQ0115  HISTORY     - 19950812 GOOD             NGS
 FQ0115
 FQ0115                          STATION DESCRIPTION
 FQ0115
 FQ0115'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FQ0115'21.1 MI SE FROM TUBA CITY.
 FQ0115'TUBA CITY POST OFFICE.  THENCE 18.0 MILES SE ON ROUTE 264 TOWARD
 FQ0115'ORAIBI TO A SMALL N-S SAND RIDGE 300 FEET E MILE POST 341 AND 3.05
 FQ0115'MILES W OF COAL MINE MESA TRADING POST.  357 FEET SE OF M.P. 341.  325
 FQ0115'FEET S OF THE ROAD.  20 FEET S OF THE OLD ROAD.  ON THE S SIDE OF THE
 FQ0115'ROAD IN THE TOP OF A SAND RIDGE A CONCRETE POST.
 FQ0115
 FQ0115                          STATION RECOVERY (1995)
 FQ0115
 FQ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0115'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) WEST OF THE
 FQ0115'NAVAJO/COCONINO COUNTY LINE, JUST SOUTH OF ARIZONA HIGHWAY 264, ABOUT
 FQ0115'17 MI (27.4 KM) SOUTHEAST OF TUBA CITY, AND ABOUT 18 MI (29.0 KM) WEST
 FQ0115'OF HOTEVILLA ON A LOW SANDY RIDGE ON HOPI INDIAN RESERVATION TRIBAL
 FQ0115'LAND.  TO REACH THE STATION FROM THE TURNOFF FOR KYKOTSMOVI FROM
 FQ0115'ARIZONA HIGHWAY 264, GO WEST ON ARIZONA 264 FOR 6.0 MI (9.7 KM) TO THE
 FQ0115'TURNOFF FOR THE VILLAGE OF HOTEVILLA.  CONTINUE NORTH AND WEST FOR 8.3
 FQ0115'MI (13.4 KM) TO THE NAVAJO/COCONINO COUNTY LINE.  CONTINUE WEST FOR
 FQ0115'14.3 MI (23.0 KM) TO HIGH TENSION POWERLINES CROSSING THE HIGHWAY.
 FQ0115'CONTINUE WEST FOR 1.O MI TO THE COAL MINE MESA SETTLEMENT ON THE LEFT,
 FQ0115'SOUTH, SIDE OF THE HIGHWAY.  CONTINUE WEST FOR 2.1 MI (3.4 KM) TO
 FQ0115'MILEPOST 342.  CONTINUE WEST FOR 0.85 MI (1.37 KM) TO A DIRT ROAD ON
 FQ0115'THE LEFT.  TURN LEFT, SOUTH, PASS THROUGH THE GATE IN THE RIGHT OF WAY
 FQ0115'FENCE AND GO 0.05 MI (0.08 KM) TO A TRACK ROAD ON THE RIGHT.  TURN
 FQ0115'RIGHT, NORTHWEST, AND GO 0.1 MI (0.2 KM) TO A SANDY NORTH-SOUTH RIDGE
 FQ0115'AND THE STATION ON THE LEFT.  THE STATION IS A USCGS BENCHMARK DISK
 FQ0115'SET IN THE TOP OF A 0.25 M (0.82 FT) SQUARE CONCRETE MONUMENT
 FQ0115'PROJECTING 0.15 M (0.49 FT) AND STAMPED --- J 63 ---.  IT IS 7.0 M
 FQ0115'(23.0 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD, 60.2 M (197.5 FT)
 FQ0115'SOUTH OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE AND ABOUT 10 M (32.8 FT)
 FQ0115'EAST OF THE TOP OF A LOW SANDY NORTH-SOUTH RIDGE.  NOTE -- IF
 FQ0115'APPROACHING FROM THE WEST, THE 1967 RECOVERY DESCRIPTION IS STILL
 FQ0115'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0137 ***********************************************************************
 FQ0137  DESIGNATION -  J 64
 FQ0137  PID         -  FQ0137
 FQ0137  STATE/COUNTY-  AZ/NAVAJO
 FQ0137  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0137
 FQ0137                         *CURRENT SURVEY CONTROL
 FQ0137  ___________________________________________________________________
 FQ0137* NAD 83(1986)-  35 50 00.     (N)    110 30 52.     (W)     SCALED    
 FQ0137* NAVD 88     -      1925.659  (meters)    6317.77   (feet)  ADJUSTED  
 FQ0137  ___________________________________________________________________
 FQ0137  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 FQ0137  DYNAMIC HT  -        1923.125 (meters)    6309.45  (feet)  COMP
 FQ0137  MODELED GRAV-     979,247.8   (mgal)                       NAVD 88
 FQ0137
 FQ0137  VERT ORDER  -  SECOND    CLASS 0
 FQ0137
 FQ0137.The horizontal coordinates were scaled from a topographic map and have
 FQ0137.an estimated accuracy of +/- 6 seconds.
 FQ0137
 FQ0137.The orthometric height was determined by differential leveling
 FQ0137.and adjusted in June 1991.
 FQ0137
 FQ0137.The geoid height was determined by GEOID03.
 FQ0137
 FQ0137.The dynamic height is computed by dividing the NAVD 88
 FQ0137.geopotential number by the normal gravity value computed on the
 FQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0137.degrees latitude (g = 980.6199 gals.).
 FQ0137
 FQ0137.The modeled gravity was interpolated from observed gravity values.
 FQ0137
 FQ0137;                    North         East    Units  Estimated Accuracy
 FQ0137;SPC AZ E     -   536,080.      181,940.      MT  (+/- 180 meters Scaled)
 FQ0137
 FQ0137                          SUPERSEDED SURVEY CONTROL
 FQ0137
 FQ0137  NGVD 29 (??/??/92) 1924.745  (m)         6314.77   (f) ADJ UNCH    2 0
 FQ0137
 FQ0137.Superseded values are not recommended for survey control.
 FQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0137.See file dsdata.txt to determine how the superseded data were derived.
 FQ0137
 FQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE438655(NAD 83)
 FQ0137_MARKER: DB = BENCH MARK DISK
 FQ0137_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0137_SP_SET: SANDSTONE OUTCROP
 FQ0137_STAMPING: J 64 1934
 FQ0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0137+STABILITY: POSITION/ELEVATION WELL
 FQ0137
 FQ0137  HISTORY     - Date     Condition        Report By
 FQ0137  HISTORY     - 1934     MONUMENTED       CGS
 FQ0137  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0137
 FQ0137                          STATION DESCRIPTION
 FQ0137
 FQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0137'7.7 MI E FROM ORAIBI.
 FQ0137'7.7 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO COUNTY,
 FQ0137'115 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 60 FEET NORTH OF A ROW
 FQ0137'OF POLES, AT A GRAY SANDSTONE OUTCROP, AND IN THE TOP OF THE NORTH
 FQ0137'EDGE OF THE OUTCROP.  A STANDARD DISK, STAMPED J 64 1934.
 FQ0137
 FQ0137                          STATION RECOVERY (1965)
 FQ0137
 FQ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0206 ***********************************************************************
 ES0206  DESIGNATION -  J 65
 ES0206  PID         -  ES0206
 ES0206  STATE/COUNTY-  AZ/GILA
 ES0206  USGS QUAD   -  WOODS CANYON (1990)
 ES0206
 ES0206                         *CURRENT SURVEY CONTROL
 ES0206  ___________________________________________________________________
 ES0206* NAD 83(1986)-  34 15 34.     (N)    110 53 34.     (W)     SCALED    
 ES0206* NAVD 88     -      1897.315  (meters)    6224.77   (feet)  ADJUSTED  
 ES0206  ___________________________________________________________________
 ES0206  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ES0206  DYNAMIC HT  -        1894.437 (meters)    6215.33  (feet)  COMP
 ES0206  MODELED GRAV-     979,051.5   (mgal)                       NAVD 88
 ES0206
 ES0206  VERT ORDER  -  SECOND    CLASS 0
 ES0206
 ES0206.The horizontal coordinates were scaled from a topographic map and have
 ES0206.an estimated accuracy of +/- 6 seconds.
 ES0206
 ES0206.The orthometric height was determined by differential leveling
 ES0206.and adjusted in June 1991.
 ES0206
 ES0206.The geoid height was determined by GEOID03.
 ES0206
 ES0206.The dynamic height is computed by dividing the NAVD 88
 ES0206.geopotential number by the normal gravity value computed on the
 ES0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0206.degrees latitude (g = 980.6199 gals.).
 ES0206
 ES0206.The modeled gravity was interpolated from observed gravity values.
 ES0206
 ES0206;                    North         East    Units  Estimated Accuracy
 ES0206;SPC AZ E     -   361,670.      146,490.      MT  (+/- 180 meters Scaled)
 ES0206
 ES0206                          SUPERSEDED SURVEY CONTROL
 ES0206
 ES0206  NGVD 29 (??/??/92) 1896.262  (m)         6221.32   (f) ADJ UNCH    2 0
 ES0206
 ES0206.Superseded values are not recommended for survey control.
 ES0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0206.See file dsdata.txt to determine how the superseded data were derived.
 ES0206
 ES0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC098909(NAD 83)
 ES0206_MARKER: DB = BENCH MARK DISK
 ES0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0206_STAMPING: J-65 1934
 ES0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0206+STABILITY: SURFACE MOTION
 ES0206
 ES0206  HISTORY     - Date     Condition        Report By
 ES0206  HISTORY     - 1934     MONUMENTED       CGS
 ES0206
 ES0206                          STATION DESCRIPTION
 ES0206
 ES0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0206'30.4 MI SW FROM HEBER.
 ES0206'ON HEBER-PAYSON ROAD, 55 FT. NORTH OF CENTER LINE OF ROAD, 65 FT.
 ES0206'NORTH OF NORTH END OF WOODEN BRIDGE, 60 FT. NORTH OF CENTER LINE OF
 ES0206'WASH, 20 FT. NORTH WEST OF DIM ROAD, 10 FT. ABOVE ROAD LEVEL, AT
 ES0206'BOTTOM OF ROCKY HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0673 ***********************************************************************
 DU0673  DESIGNATION -  J 68
 DU0673  PID         -  DU0673
 DU0673  STATE/COUNTY-  AZ/PINAL
 DU0673  USGS QUAD   -  SACATON NE (1978)
 DU0673
 DU0673                         *CURRENT SURVEY CONTROL
 DU0673  ___________________________________________________________________
 DU0673* NAD 83(1986)-  33 11 50.     (N)    111 33 43.     (W)     SCALED    
 DU0673* NAVD 88     -       451.472  (meters)    1481.20   (feet)  ADJUSTED  
 DU0673  ___________________________________________________________________
 DU0673  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU0673  DYNAMIC HT  -         450.928 (meters)    1479.42  (feet)  COMP
 DU0673  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 DU0673  OBS GRAVITY -     979,419.4   (mgal)                       GRAV_OBS
 DU0673
 DU0673  VERT ORDER  -  FIRST     CLASS II
 DU0673
 DU0673.The horizontal coordinates were scaled from a topographic map and have
 DU0673.an estimated accuracy of +/- 6 seconds.
 DU0673
 DU0673.The orthometric height was determined by differential leveling
 DU0673.and adjusted in November 1993.
 DU0673
 DU0673.The geoid height was determined by GEOID03.
 DU0673
 DU0673.The dynamic height is computed by dividing the NAVD 88
 DU0673.geopotential number by the normal gravity value computed on the
 DU0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0673.degrees latitude (g = 980.6199 gals.).
 DU0673
 DU0673.The modeled gravity was interpolated from observed gravity values.
 DU0673.The observed gravity was obtained from relative gravimeter ties
 DU0673.to the IGSN71 gravity network.
 DU0673
 DU0673;                    North         East    Units  Estimated Accuracy
 DU0673;SPC AZ C     -   243,680.      246,430.      MT  (+/- 180 meters Scaled)
 DU0673
 DU0673                          SUPERSEDED SURVEY CONTROL
 DU0673
 DU0673  NGVD 29 (??/??/92)  451.540  (m)         1481.43   (f) ADJ UNCH    1 2
 DU0673
 DU0673.Superseded values are not recommended for survey control.
 DU0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0673.See file dsdata.txt to determine how the superseded data were derived.
 DU0673
 DU0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB476732(NAD 83)
 DU0673_MARKER: DB = BENCH MARK DISK
 DU0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0673_SP_SET: CONCRETE POST
 DU0673_STAMPING: J 68 1934
 DU0673_MARK LOGO: CGS   
 DU0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0673+STABILITY: SURFACE MOTION
 DU0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0673+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DU0673
 DU0673  HISTORY     - Date     Condition        Report By
 DU0673  HISTORY     - 1934     MONUMENTED       CGS
 DU0673  HISTORY     - 1967     GOOD             NGS
 DU0673  HISTORY     - 19920111 GOOD             NGS
 DU0673  HISTORY     - 20060907 GOOD             GEOCAC
 DU0673
 DU0673                          STATION DESCRIPTION
 DU0673
 DU0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0673'5.8 MI NW FROM MAGMA.
 DU0673'ABOUT 5.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0673'STATION SIGN AT MAGMA, OR ABOUT 0.4 MILE SOUTH ALONG ELLSWORTH AVENUE
 DU0673'FROM THE QUEEN CREEK SCHOOL AT QUEEN CREEK, THENCE 5.8 MILES SOUTHEAST
 DU0673'ALONG THE SOUTHERN PACIFIC RAILROAD, IN S 6, T 3 S, R 8 E, 1 1/2 POLES
 DU0673'NORTHWEST OF MILEPOST 944, 30 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 DU0673'THE SOUTHWEST SET OF TRACKS, 48 FEET NORTHEAST OF THE CENTER LINE OF A
 DU0673'DIRT ROAD WHICH PARALLELS THE TRACKS, 76 FEET NORTHWEST OF A POLE, IN
 DU0673'LINE WITH A ROW OF POLES, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST,
 DU0673'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 DU0673'CONCRETE POST PROJECTING 2 INCHES.
 DU0673
 DU0673                          STATION RECOVERY (1992)
 DU0673
 DU0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0673'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0673'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0673'THENCE 8.0 KM (4.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0673'RAILROAD, 84.1 M (275.9 FT) NORTHWEST OF MILEPOST 944, 38.2 M (125.3
 DU0673'FT) SOUTHEAST OF A UTILITY POLE, 23.1 M (75.8 FT) NORTHWEST OF A
 DU0673'UTILITY POLE, 15.9 M (52.2 FT) NORTHEAST OF AND LEVEL WITH THE CENTER
 DU0673'OF A DIRT ROAD, 9.1 M (29.9 FT) SOUTHWEST OF THE NEAR RAIL, 0.4 M
 DU0673'(1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 DU0673'M (0.16 FT) ABOVE THE GROUND SURFACE.
 DU0673
 DU0673                          STATION RECOVERY (2006)
 DU0673
 DU0673'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0220 ***********************************************************************
 DT0220  DESIGNATION -  J 69
 DT0220  PID         -  DT0220
 DT0220  STATE/COUNTY-  AZ/APACHE
 DT0220  USGS QUAD   -  ALPINE (1991)
 DT0220
 DT0220                         *CURRENT SURVEY CONTROL
 DT0220  ___________________________________________________________________
 DT0220* NAD 83(1986)-  33 46 54.     (N)    109 10 45.     (W)     SCALED    
 DT0220* NAVD 88     -      2441.256  (meters)    8009.35   (feet)  ADJUSTED  
 DT0220  ___________________________________________________________________
 DT0220  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DT0220  DYNAMIC HT  -        2437.210 (meters)    7996.08  (feet)  COMP
 DT0220  MODELED GRAV-     978,891.5   (mgal)                       NAVD 88
 DT0220
 DT0220  VERT ORDER  -  SECOND    CLASS 0
 DT0220
 DT0220.The horizontal coordinates were scaled from a topographic map and have
 DT0220.an estimated accuracy of +/- 6 seconds.
 DT0220
 DT0220.The orthometric height was determined by differential leveling
 DT0220.and adjusted in June 1991.
 DT0220
 DT0220.The geoid height was determined by GEOID03.
 DT0220
 DT0220.The dynamic height is computed by dividing the NAVD 88
 DT0220.geopotential number by the normal gravity value computed on the
 DT0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0220.degrees latitude (g = 980.6199 gals.).
 DT0220
 DT0220.The modeled gravity was interpolated from observed gravity values.
 DT0220
 DT0220;                    North         East    Units  Estimated Accuracy
 DT0220;SPC AZ E     -   308,880.      304,820.      MT  (+/- 180 meters Scaled)
 DT0220
 DT0220                          SUPERSEDED SURVEY CONTROL
 DT0220
 DT0220  NGVD 29 (??/??/92) 2440.139  (m)         8005.69   (f) ADJ UNCH    2 0
 DT0220
 DT0220.Superseded values are not recommended for survey control.
 DT0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0220.See file dsdata.txt to determine how the superseded data were derived.
 DT0220
 DT0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC685394(NAD 83)
 DT0220_MARKER: DB = BENCH MARK DISK
 DT0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0220_STAMPING: J-69 1934
 DT0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0220+STABILITY: SURFACE MOTION
 DT0220
 DT0220  HISTORY     - Date     Condition        Report By
 DT0220  HISTORY     - 1934     MONUMENTED       CGS
 DT0220  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0220  HISTORY     - 19891002 MARK NOT FOUND   USPSQD
 DT0220
 DT0220                          STATION DESCRIPTION
 DT0220
 DT0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0220'6.4 MI S FROM ALPINE.
 DT0220'64 FEET NORTHWEST OF A CATTLE GUARD, ABOUT 175 FEET NORTHEAST OF A 36
 DT0220'IN. G.I. CULVERT WITH CONCRETE HEADWALLS, AND 50 FEET NORTH OF THE
 DT0220'CENTERLINE OF THE HIGHWAY.
 DT0220
 DT0220                          STATION RECOVERY (1958)
 DT0220
 DT0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0220'MARK NOT FOUND.
 DT0220
 DT0220                          STATION RECOVERY (1989)
 DT0220
 DT0220'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0226 ***********************************************************************
 GP0226  DESIGNATION -  J 7
 GP0226  PID         -  GP0226
 GP0226  STATE/COUNTY-  AZ/COCONINO
 GP0226  USGS QUAD   -  LEES FERRY (1985)
 GP0226
 GP0226                         *CURRENT SURVEY CONTROL
 GP0226  ___________________________________________________________________
 GP0226* NAD 83(1986)-  36 47 13.     (N)    111 36 39.     (W)     SCALED    
 GP0226* NAVD 88     -      1191.068  (meters)    3907.70   (feet)  POSTED    
 GP0226  ___________________________________________________________________
 GP0226  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 GP0226  DYNAMIC HT  -        1189.700 (meters)    3903.21  (feet)  COMP
 GP0226  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 GP0226
 GP0226  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0226
 GP0226.The horizontal coordinates were scaled from a topographic map and have
 GP0226.an estimated accuracy of +/- 6 seconds.
 GP0226
 GP0226.The orthometric height was determined by differential leveling
 GP0226.and adjusted by the  in 1992.
 GP0226.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0226.rate of 1.1 thru 2.0 mm/km.
 GP0226
 GP0226.The geoid height was determined by GEOID03.
 GP0226
 GP0226.The dynamic height is computed by dividing the NAVD 88
 GP0226.geopotential number by the normal gravity value computed on the
 GP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0226.degrees latitude (g = 980.6199 gals.).
 GP0226
 GP0226.The modeled gravity was interpolated from observed gravity values.
 GP0226
 GP0226;                    North         East    Units  Estimated Accuracy
 GP0226;SPC AZ C     -   641,870.      240,660.      MT  (+/- 180 meters Scaled)
 GP0226
 GP0226                          SUPERSEDED SURVEY CONTROL
 GP0226
 GP0226  NGVD 29 (??/??/92) 1190.181  (m)         3904.79   (f) ADJ UNCH    1 2
 GP0226
 GP0226.Superseded values are not recommended for survey control.
 GP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0226.See file dsdata.txt to determine how the superseded data were derived.
 GP0226
 GP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF454714(NAD 83)
 GP0226_MARKER: DB = BENCH MARK DISK
 GP0226_SETTING: 66 = SET IN ROCK OUTCROP
 GP0226_SP_SET: SANDSTONE OUTCROP
 GP0226_STAMPING: J 7 1921
 GP0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0226+STABILITY: POSITION/ELEVATION WELL
 GP0226
 GP0226  HISTORY     - Date     Condition        Report By
 GP0226  HISTORY     - 1921     MONUMENTED       CGS
 GP0226  HISTORY     - 1962     GOOD             NGS
 GP0226
 GP0226                          STATION DESCRIPTION
 GP0226
 GP0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0226'3.2 MI SE FROM MARBLE CANYON.
 GP0226'ABOUT 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE
 GP0226'AND SERVICE STATION AT MARBLE CANYON, 0.15 MILE SOUTHEAST OF THE SOUTH
 GP0226'END OF A METAL GUARD RAIL ON THE EAST SIDE OF THE HIGHWAY, ABOUT 633
 GP0226'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 430 FEET EAST OF AND
 GP0226'ACROSS A WASH FROM AN OLD CONCRETE HIGHWAY MARKER WHICH IS PAINTED
 GP0226'WHITE, 139 FEET NORTHEAST OF THE CENTERLINE OF THE WASH, 9.0 FEET
 GP0226'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 GP0226'RED-SANDSTONE OUTCROP PROJECTING 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0320 ***********************************************************************
 DT0320  DESIGNATION -  J 70
 DT0320  PID         -  DT0320
 DT0320  STATE/COUNTY-  AZ/GREENLEE
 DT0320  USGS QUAD   -  ROSE PEAK (1967)
 DT0320
 DT0320                         *CURRENT SURVEY CONTROL
 DT0320  ___________________________________________________________________
 DT0320* NAD 83(1986)-  33 27 00.     (N)    109 22 11.     (W)     SCALED    
 DT0320* NAVD 88     -      2513.124  (meters)    8245.14   (feet)  ADJUSTED  
 DT0320  ___________________________________________________________________
 DT0320  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 DT0320  DYNAMIC HT  -        2508.965 (meters)    8231.50  (feet)  COMP
 DT0320  MODELED GRAV-     978,890.6   (mgal)                       NAVD 88
 DT0320
 DT0320  VERT ORDER  -  SECOND    CLASS 0
 DT0320
 DT0320.The horizontal coordinates were scaled from a topographic map and have
 DT0320.an estimated accuracy of +/- 6 seconds.
 DT0320
 DT0320.The orthometric height was determined by differential leveling
 DT0320.and adjusted in June 1991.
 DT0320
 DT0320.The geoid height was determined by GEOID03.
 DT0320
 DT0320.The dynamic height is computed by dividing the NAVD 88
 DT0320.geopotential number by the normal gravity value computed on the
 DT0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0320.degrees latitude (g = 980.6199 gals.).
 DT0320
 DT0320.The modeled gravity was interpolated from observed gravity values.
 DT0320
 DT0320;                    North         East    Units  Estimated Accuracy
 DT0320;SPC AZ E     -   271,940.      287,450.      MT  (+/- 180 meters Scaled)
 DT0320
 DT0320                          SUPERSEDED SURVEY CONTROL
 DT0320
 DT0320  NGVD 29 (??/??/92) 2512.014  (m)         8241.50   (f) ADJ UNCH    2 0
 DT0320
 DT0320.Superseded values are not recommended for survey control.
 DT0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0320.See file dsdata.txt to determine how the superseded data were derived.
 DT0320
 DT0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC515023(NAD 83)
 DT0320_MARKER: DB = BENCH MARK DISK
 DT0320_SETTING: 66 = SET IN ROCK OUTCROP
 DT0320_SP_SET: MALPAIS ROCK
 DT0320_STAMPING: J-70 1934
 DT0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0320+STABILITY: POSITION/ELEVATION WELL
 DT0320
 DT0320  HISTORY     - Date     Condition        Report By
 DT0320  HISTORY     - 1934     MONUMENTED       CGS
 DT0320  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0320
 DT0320                          STATION DESCRIPTION
 DT0320
 DT0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0320'42.8 MI N FROM CLIFTON.
 DT0320'42.8 MI NORTH ON STATE HWY NO. 71. FROM P.O. ON STATE HWY NO.71, 37
 DT0320'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 5 FEET ABOVE THE
 DT0320'ROAD SURFACE.
 DT0320
 DT0320                          STATION RECOVERY (1967)
 DT0320
 DT0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0081 ***********************************************************************
 FQ0081  DESIGNATION -  J 71
 FQ0081  PID         -  FQ0081
 FQ0081  STATE/COUNTY-  AZ/COCONINO
 FQ0081  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0081
 FQ0081                         *CURRENT SURVEY CONTROL
 FQ0081  ___________________________________________________________________
 FQ0081* NAD 83(1986)-  35 22 31.     (N)    110 55 12.     (W)     SCALED    
 FQ0081* NAVD 88     -      1532.746  (meters)    5028.68   (feet)  ADJUSTED  
 FQ0081  ___________________________________________________________________
 FQ0081  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0081  DYNAMIC HT  -        1530.758 (meters)    5022.16  (feet)  COMP
 FQ0081  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 FQ0081
 FQ0081  VERT ORDER  -  SECOND    CLASS 0
 FQ0081
 FQ0081.The horizontal coordinates were scaled from a topographic map and have
 FQ0081.an estimated accuracy of +/- 6 seconds.
 FQ0081
 FQ0081.The orthometric height was determined by differential leveling
 FQ0081.and adjusted in June 1991.
 FQ0081
 FQ0081.The geoid height was determined by GEOID03.
 FQ0081
 FQ0081.The dynamic height is computed by dividing the NAVD 88
 FQ0081.geopotential number by the normal gravity value computed on the
 FQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0081.degrees latitude (g = 980.6199 gals.).
 FQ0081
 FQ0081.The modeled gravity was interpolated from observed gravity values.
 FQ0081
 FQ0081;                    North         East    Units  Estimated Accuracy
 FQ0081;SPC AZ C     -   485,660.      303,920.      MT  (+/- 180 meters Scaled)
 FQ0081
 FQ0081                          SUPERSEDED SURVEY CONTROL
 FQ0081
 FQ0081  NGVD 29 (??/??/92) 1531.968  (m)         5026.13   (f) ADJ UNCH    2 0
 FQ0081
 FQ0081.Superseded values are not recommended for survey control.
 FQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0081.See file dsdata.txt to determine how the superseded data were derived.
 FQ0081
 FQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE072146(NAD 83)
 FQ0081_MARKER: DB = BENCH MARK DISK
 FQ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0081_STAMPING: J 71 1934
 FQ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0081+STABILITY: SURFACE MOTION
 FQ0081
 FQ0081  HISTORY     - Date     Condition        Report By
 FQ0081  HISTORY     - 1934     MONUMENTED       CGS
 FQ0081
 FQ0081                          STATION DESCRIPTION
 FQ0081
 FQ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0081'10.7 MI NE FROM LEUPP.
 FQ0081'10.7 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0081'COCONINO COUNTY, ON A SHORT TANGENT BETWEEN TWO CURVES, 87 FEET
 FQ0081'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 43 FEET NORTHWEST OF
 FQ0081'A STORM-DRAINAGE DITCH.  A STANDARD DISK, STAMPED J 71 1934 AND SET IN
 FQ0081'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0025 ***********************************************************************
 FQ0025  DESIGNATION -  J 72
 FQ0025  PID         -  FQ0025
 FQ0025  STATE/COUNTY-  AZ/NAVAJO
 FQ0025  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0025
 FQ0025                         *CURRENT SURVEY CONTROL
 FQ0025  ___________________________________________________________________
 FQ0025* NAD 83(1986)-  35 42 01.     (N)    110 05 57.     (W)     SCALED    
 FQ0025* NAVD 88     -      2034.151  (meters)    6673.71   (feet)  ADJUSTED  
 FQ0025  ___________________________________________________________________
 FQ0025  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 FQ0025  DYNAMIC HT  -        2031.391 (meters)    6664.66  (feet)  COMP
 FQ0025  MODELED GRAV-     979,203.2   (mgal)                       NAVD 88
 FQ0025
 FQ0025  VERT ORDER  -  SECOND    CLASS 0
 FQ0025
 FQ0025.The horizontal coordinates were scaled from a topographic map and have
 FQ0025.an estimated accuracy of +/- 6 seconds.
 FQ0025
 FQ0025.The orthometric height was determined by differential leveling
 FQ0025.and adjusted in June 1991.
 FQ0025
 FQ0025.The geoid height was determined by GEOID03.
 FQ0025
 FQ0025.The dynamic height is computed by dividing the NAVD 88
 FQ0025.geopotential number by the normal gravity value computed on the
 FQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0025.degrees latitude (g = 980.6199 gals.).
 FQ0025
 FQ0025.The modeled gravity was interpolated from observed gravity values.
 FQ0025
 FQ0025;                    North         East    Units  Estimated Accuracy
 FQ0025;SPC AZ E     -   521,260.      219,470.      MT  (+/- 180 meters Scaled)
 FQ0025
 FQ0025                          SUPERSEDED SURVEY CONTROL
 FQ0025
 FQ0025  NGVD 29 (??/??/92) 2033.197  (m)         6670.58   (f) ADJ UNCH    2 0
 FQ0025
 FQ0025.Superseded values are not recommended for survey control.
 FQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0025.See file dsdata.txt to determine how the superseded data were derived.
 FQ0025
 FQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE814510(NAD 83)
 FQ0025_MARKER: DB = BENCH MARK DISK
 FQ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0025_STAMPING: J 72 1934
 FQ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0025+STABILITY: SURFACE MOTION
 FQ0025
 FQ0025  HISTORY     - Date     Condition        Report By
 FQ0025  HISTORY     - 1934     MONUMENTED       CGS
 FQ0025  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0025
 FQ0025                          STATION DESCRIPTION
 FQ0025
 FQ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0025'11.7 MI S FROM KEAMS CANYON.
 FQ0025'11.7 MILES SOUTH ALONG THE HOLBROOK ROAD FROM KEAMS CANYON, NAVAJO
 FQ0025'COUNTY, AND 34 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FQ0025'DISK, STAMPED J 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0025
 FQ0025                          STATION RECOVERY (1965)
 FQ0025
 FQ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0337 ***********************************************************************
 FP0337  DESIGNATION -  J 73
 FP0337  PID         -  FP0337
 FP0337  STATE/COUNTY-  AZ/APACHE
 FP0337  USGS QUAD   -  CORNFIELDS (1972)
 FP0337
 FP0337                         *CURRENT SURVEY CONTROL
 FP0337  ___________________________________________________________________
 FP0337* NAD 83(1986)-  35 44 32.     (N)    109 37 36.     (W)     SCALED    
 FP0337* NAVD 88     -      1955.880  (meters)    6416.92   (feet)  ADJUSTED  
 FP0337  ___________________________________________________________________
 FP0337  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FP0337  DYNAMIC HT  -        1953.272 (meters)    6408.36  (feet)  COMP
 FP0337  MODELED GRAV-     979,229.2   (mgal)                       NAVD 88
 FP0337
 FP0337  VERT ORDER  -  SECOND    CLASS 0
 FP0337
 FP0337.The horizontal coordinates were scaled from a topographic map and have
 FP0337.an estimated accuracy of +/- 6 seconds.
 FP0337
 FP0337.The orthometric height was determined by differential leveling
 FP0337.and adjusted in June 1991.
 FP0337
 FP0337.The geoid height was determined by GEOID03.
 FP0337
 FP0337.The dynamic height is computed by dividing the NAVD 88
 FP0337.geopotential number by the normal gravity value computed on the
 FP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0337.degrees latitude (g = 980.6199 gals.).
 FP0337
 FP0337.The modeled gravity was interpolated from observed gravity values.
 FP0337
 FP0337;                    North         East    Units  Estimated Accuracy
 FP0337;SPC AZ E     -   526,050.      262,200.      MT  (+/- 180 meters Scaled)
 FP0337
 FP0337                          SUPERSEDED SURVEY CONTROL
 FP0337
 FP0337  NGVD 29 (??/??/92) 1954.959  (m)         6413.89   (f) ADJ UNCH    2 0
 FP0337
 FP0337.Superseded values are not recommended for survey control.
 FP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0337.See file dsdata.txt to determine how the superseded data were derived.
 FP0337
 FP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE241562(NAD 83)
 FP0337_MARKER: DB = BENCH MARK DISK
 FP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0337_SP_SET: CONCRETE POST
 FP0337_STAMPING: J 73 1934
 FP0337_MARK LOGO: CGS   
 FP0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0337+STABILITY: SURFACE MOTION
 FP0337
 FP0337  HISTORY     - Date     Condition        Report By
 FP0337  HISTORY     - 1934     MONUMENTED       CGS
 FP0337  HISTORY     - 1972     GOOD             USGS
 FP0337  HISTORY     - 19720707 GOOD             USGS
 FP0337
 FP0337                          STATION DESCRIPTION
 FP0337
 FP0337'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0337'6.7 MI W FROM GANADO.
 FP0337'GANADO, 5.7 MI. WEST ALONG STATE HWY. 264 FROM SAGE MEMORIAL HOSPITAL
 FP0337'TO A RD. X-ING., THENCE 0.5 MI. SW. ALONG NAVAJO HWY. 15 TO A DIM
 FP0337'T-RD. EAST, THENCE 0.5 MI. EAST.  ABOUT 50 FT. SOUTH OF A DIM TRACK
 FP0337'RD.  IN A CONCRETE POST.  A STANDARD U.S.C. AND G.S. TABLET STAMPED J
 FP0337'73 1934.
 FP0337
 FP0337                          STATION RECOVERY (1972)
 FP0337
 FP0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0327 ***********************************************************************
 DT0327  DESIGNATION -  J 74
 DT0327  PID         -  DT0327
 DT0327  STATE/COUNTY-  AZ/GREENLEE
 DT0327  USGS QUAD   -  ROSE PEAK (1967)
 DT0327
 DT0327                         *CURRENT SURVEY CONTROL
 DT0327  ___________________________________________________________________
 DT0327* NAD 83(1986)-  33 22 40.     (N)    109 19 51.     (W)     SCALED    
 DT0327* NAVD 88     -      2038.772  (meters)    6688.87   (feet)  ADJUSTED  
 DT0327  ___________________________________________________________________
 DT0327  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 DT0327  DYNAMIC HT  -        2035.580 (meters)    6678.40  (feet)  COMP
 DT0327  MODELED GRAV-     978,998.2   (mgal)                       NAVD 88
 DT0327
 DT0327  VERT ORDER  -  SECOND    CLASS 0
 DT0327
 DT0327.The horizontal coordinates were scaled from a topographic map and have
 DT0327.an estimated accuracy of +/- 6 seconds.
 DT0327
 DT0327.The orthometric height was determined by differential leveling
 DT0327.and adjusted in June 1991.
 DT0327
 DT0327.The geoid height was determined by GEOID03.
 DT0327
 DT0327.The dynamic height is computed by dividing the NAVD 88
 DT0327.geopotential number by the normal gravity value computed on the
 DT0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0327.degrees latitude (g = 980.6199 gals.).
 DT0327
 DT0327.The modeled gravity was interpolated from observed gravity values.
 DT0327
 DT0327;                    North         East    Units  Estimated Accuracy
 DT0327;SPC AZ E     -   263,960.      291,130.      MT  (+/- 180 meters Scaled)
 DT0327
 DT0327                          SUPERSEDED SURVEY CONTROL
 DT0327
 DT0327  NGVD 29 (??/??/92) 2037.838  (m)         6685.81   (f) ADJ UNCH    2 0
 DT0327
 DT0327.Superseded values are not recommended for survey control.
 DT0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0327.See file dsdata.txt to determine how the superseded data were derived.
 DT0327
 DT0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB552944(NAD 83)
 DT0327_MARKER: DB = BENCH MARK DISK
 DT0327_SETTING: 66 = SET IN ROCK OUTCROP
 DT0327_SP_SET: MALPAIS ROCK
 DT0327_STAMPING: J-74 1934
 DT0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0327+STABILITY: POSITION/ELEVATION WELL
 DT0327
 DT0327  HISTORY     - Date     Condition        Report By
 DT0327  HISTORY     - 1934     MONUMENTED       CGS
 DT0327
 DT0327                          STATION DESCRIPTION
 DT0327
 DT0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0327'33.9 MI N FROM CLIFTON.
 DT0327'33.9 MI NORTH ON STATE HWY NO. 71, FROM P.O. ABOUT 50 FEET EAST OF A
 DT0327'SMALL SLOPE, AND 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0206 ***********************************************************************
 CZ0206  DESIGNATION -  J 75 RESET
 CZ0206  PID         -  CZ0206
 CZ0206  STATE/COUNTY-  AZ/PIMA
 CZ0206  USGS QUAD   -  TUCSON SW (1992)
 CZ0206
 CZ0206                         *CURRENT SURVEY CONTROL
 CZ0206  ___________________________________________________________________
 CZ0206* NAD 83(1986)-  32 06 48.     (N)    110 57 36.     (W)     SCALED    
 CZ0206* NAVD 88     -       780.044  (meters)    2559.19   (feet)  ADJUSTED  
 CZ0206  ___________________________________________________________________
 CZ0206  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ0206  DYNAMIC HT  -         778.952 (meters)    2555.61  (feet)  COMP
 CZ0206  MODELED GRAV-     979,214.5   (mgal)                       NAVD 88
 CZ0206
 CZ0206  VERT ORDER  -  FIRST     CLASS II
 CZ0206
 CZ0206.The horizontal coordinates were scaled from a topographic map and have
 CZ0206.an estimated accuracy of +/- 6 seconds.
 CZ0206
 CZ0206.The orthometric height was determined by differential leveling
 CZ0206.and adjusted in June 1991.
 CZ0206
 CZ0206.The geoid height was determined by GEOID03.
 CZ0206
 CZ0206.The dynamic height is computed by dividing the NAVD 88
 CZ0206.geopotential number by the normal gravity value computed on the
 CZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0206.degrees latitude (g = 980.6199 gals.).
 CZ0206
 CZ0206.The modeled gravity was interpolated from observed gravity values.
 CZ0206
 CZ0206;                    North         East    Units  Estimated Accuracy
 CZ0206;SPC AZ C     -   123,830.      303,640.      MT  (+/- 180 meters Scaled)
 CZ0206
 CZ0206                          SUPERSEDED SURVEY CONTROL
 CZ0206
 CZ0206  NGVD 29 (??/??/92)  779.412  (m)         2557.12   (f) ADJ UNCH    1 2
 CZ0206
 CZ0206.Superseded values are not recommended for survey control.
 CZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0206.See file dsdata.txt to determine how the superseded data were derived.
 CZ0206
 CZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037529(NAD 83)
 CZ0206_MARKER: DB = BENCH MARK DISK
 CZ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0206_STAMPING: J 75 1934 RESET 1953
 CZ0206_PROJECTION: PROJECTING 30 CENTIMETERS
 CZ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0206+STABILITY: SURFACE MOTION
 CZ0206
 CZ0206  HISTORY     - Date     Condition        Report By
 CZ0206  HISTORY     - 1953     MONUMENTED       CGS
 CZ0206  HISTORY     - 1967     GOOD             NGS
 CZ0206  HISTORY     - 1980     GOOD             NGS
 CZ0206  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ0206
 CZ0206                          STATION DESCRIPTION
 CZ0206
 CZ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CZ0206'7.7 MI S FROM TUCSON.
 CZ0206'7.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0206'STATION AT TUCSON, DIRECTLY ACROSS THE TRACKS FROM 3 LARGE METAL
 CZ0206'GASOLINE STORAGE TANKS, 48 1/2 FEET WEST OF MILEPOLE 992, 83.3 FEET
 CZ0206'WEST OF THE WEST RAIL, 69.8 FEET SOUTHEAST OF U.S. HIGHWAY 89 MILEPOST
 CZ0206'59, 59.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH
 CZ0206'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 CZ0206'TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
 CZ0206
 CZ0206                          STATION RECOVERY (1967)
 CZ0206
 CZ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ0206'RECOVERED IN GOOD CONDITION.
 CZ0206
 CZ0206                          STATION RECOVERY (1980)
 CZ0206
 CZ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0206'12.3 KILOMETERS (7.65 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0206'RAILROAD FROM THE STATION AT TUCSON, IN FRONT OF THE NORTH END
 CZ0206'AND ACROSS THE HIGHWAY FROM THE EMPIRE CATERPILLAR MACHINERY
 CZ0206'COMPANY BUILDING, 23.2 METERS (76 FEET) WEST OF RAILROAD MILEPOST 992,
 CZ0206'25.5 METERS (83.6 FEET) WEST OF THE WEST RAIL, 18.1 METERS
 CZ0206'(59.2 FEET) EAST OF THE CENTERLINE OF U S HIGHWAY 89, 52.3
 CZ0206'METERS (171.5 FEET) SOUTH OF THE EXTENDED CENTERLINE OF THE
 CZ0206'ENTRANCE TO THE EMPIRE MACHINERY COMPANY, 44.8 METERS (146.7 FEET)
 CZ0206'NORTH OF THE CENTERLINE OF A PRIVATE GRAVELED ROAD LEADING EAST
 CZ0206'TO THE LEAR JET PLANT, 23.1 METERS (75.8 FEET) SOUTHEAST OF
 CZ0206'U S HIGHWAY 89 MILEPOST 59.
 CZ0206'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 CZ0206'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
 CZ0206
 CZ0206                          STATION RECOVERY (1995)
 CZ0206
 CZ0206'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0191 ***********************************************************************
 CG0191  DESIGNATION -  J 76
 CG0191  PID         -  CG0191
 CG0191  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0191  USGS QUAD   -  RIO RICO (1981)
 CG0191
 CG0191                         *CURRENT SURVEY CONTROL
 CG0191  ___________________________________________________________________
 CG0191* NAD 83(1986)-  31 28 03.     (N)    110 59 01.     (W)     SCALED    
 CG0191* NAVD 88     -      1043.80   (+/-2cm)    3424.5    (feet)  VERTCON   
 CG0191  ___________________________________________________________________
 CG0191  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0191  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0191
 CG0191.The horizontal coordinates were scaled from a topographic map and have
 CG0191.an estimated accuracy of +/- 6 seconds.
 CG0191
 CG0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0191.The vertical order pertains to the NGVD 29 superseded value.
 CG0191
 CG0191.The geoid height was determined by GEOID03.
 CG0191
 CG0191;                    North         East    Units  Estimated Accuracy
 CG0191;SPC AZ C     -    52,210.      302,030.      MT  (+/- 180 meters Scaled)
 CG0191
 CG0191                          SUPERSEDED SURVEY CONTROL
 CG0191
 CG0191  NGVD 29 (??/??/92) 1042.939  (m)         3421.71   (f) ADJ UNCH    1 2
 CG0191
 CG0191.Superseded values are not recommended for survey control.
 CG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0191.See file dsdata.txt to determine how the superseded data were derived.
 CG0191
 CG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV015814(NAD 83)
 CG0191_MARKER: DB = BENCH MARK DISK
 CG0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0191_STAMPING: J 76 1934
 CG0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0191+STABILITY: SURFACE MOTION
 CG0191
 CG0191  HISTORY     - Date     Condition        Report By
 CG0191  HISTORY     - 1934     MONUMENTED       CGS
 CG0191  HISTORY     - 1953     GOOD             NGS
 CG0191
 CG0191                          STATION DESCRIPTION
 CG0191
 CG0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0191'10.6 MI N FROM NOGALES.
 CG0191'10.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0191'STATION AT NOGALES, 0.2 MILE SOUTHEAST OF MILEPOLE 1039, 72 FEET EAST
 CG0191'OF THE CENTER OF A CATTLE GUARD ON A DIRT ROAD, 47.4 FEET SOUTHWEST OF
 CG0191'THE SOUTHWEST RAIL, 19 1/2 FEET SOUTH OF THE 6TH. TELEPHONE POLE
 CG0191'SOUTHEAST OF MILEPOLE 1039, 1.1 FEET NORTHEAST OF A FENCE, 1.7 FEET
 CG0191'NORTHWEST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND
 CG0191'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CG0191'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0326 ***********************************************************************
 CG0326  DESIGNATION -  J 77
 CG0326  PID         -  CG0326
 CG0326  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0326  USGS QUAD   -  ELGIN (1978)
 CG0326
 CG0326                         *CURRENT SURVEY CONTROL
 CG0326  ___________________________________________________________________
 CG0326* NAD 83(1986)-  31 40 19.     (N)    110 33 13.     (W)     SCALED    
 CG0326* NAVD 88     -      1464.28   (+/-2cm)    4804.1    (feet)  VERTCON   
 CG0326  ___________________________________________________________________
 CG0326  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CG0326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0326
 CG0326.The horizontal coordinates were scaled from a topographic map and have
 CG0326.an estimated accuracy of +/- 6 seconds.
 CG0326
 CG0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0326.The vertical order pertains to the NGVD 29 superseded value.
 CG0326
 CG0326.The geoid height was determined by GEOID03.
 CG0326
 CG0326;                    North         East    Units  Estimated Accuracy
 CG0326;SPC AZ C     -    75,300.      342,610.      MT  (+/- 180 meters Scaled)
 CG0326
 CG0326                          SUPERSEDED SURVEY CONTROL
 CG0326
 CG0326  NGVD 29 (??/??/92) 1463.373  (m)         4801.08   (f) ADJ UNCH    2 0
 CG0326
 CG0326.Superseded values are not recommended for survey control.
 CG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0326.See file dsdata.txt to determine how the superseded data were derived.
 CG0326
 CG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA423041(NAD 83)
 CG0326_MARKER: DB = BENCH MARK DISK
 CG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0326_STAMPING: J 77 1934
 CG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0326+STABILITY: SURFACE MOTION
 CG0326
 CG0326  HISTORY     - Date     Condition        Report By
 CG0326  HISTORY     - 1934     MONUMENTED       CGS
 CG0326
 CG0326                          STATION DESCRIPTION
 CG0326
 CG0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0326'2.1 MI W FROM ELGIN.
 CG0326'2.1 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM ELGIN,
 CG0326'SANTA CRUZ COUNTY, 0.1 MILE EAST OF CANELO, 1-1/2 POLES EAST OF
 CG0326'MILEPOST 1076, AT A ROAD CROSSING, 20 FEET NORTH OF THE NORTH END OF
 CG0326'CATTLEGUARD 1075 D, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 25
 CG0326'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET WEST OF A FENCE
 CG0326'LINE.  A STANDARD DISK, STAMPED J 77 1934 AND SET IN THE TOP OF A
 CG0326'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0195 ***********************************************************************
 CF0195  DESIGNATION -  J 78
 CF0195  PID         -  CF0195
 CF0195  STATE/COUNTY-  AZ/COCHISE
 CF0195  USGS QUAD   -  OUTLAW MOUNTAIN (1958)
 CF0195
 CF0195                         *CURRENT SURVEY CONTROL
 CF0195  ___________________________________________________________________
 CF0195* NAD 83(1986)-  31 42 12.     (N)    109 45 04.     (W)     SCALED    
 CF0195* NAVD 88     -      1289.23   (+/-2cm)    4229.7    (feet)  VERTCON   
 CF0195  ___________________________________________________________________
 CF0195  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0195
 CF0195.The horizontal coordinates were scaled from a topographic map and have
 CF0195.an estimated accuracy of +/- 6 seconds.
 CF0195
 CF0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0195.The vertical order pertains to the NGVD 29 superseded value.
 CF0195
 CF0195.The geoid height was determined by GEOID03.
 CF0195
 CF0195;                    North         East    Units  Estimated Accuracy
 CF0195;SPC AZ E     -    78,050.      252,750.      MT  (+/- 180 meters Scaled)
 CF0195
 CF0195                          SUPERSEDED SURVEY CONTROL
 CF0195
 CF0195  NGVD 29 (??/??/92) 1288.402  (m)         4227.03   (f) ADJ UNCH    2 0
 CF0195
 CF0195.Superseded values are not recommended for survey control.
 CF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0195.See file dsdata.txt to determine how the superseded data were derived.
 CF0195
 CF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA183082(NAD 83)
 CF0195_MARKER: DB = BENCH MARK DISK
 CF0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0195_STAMPING: J 78 1934
 CF0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0195+STABILITY: SURFACE MOTION
 CF0195
 CF0195  HISTORY     - Date     Condition        Report By
 CF0195  HISTORY     - 1934     MONUMENTED       CGS
 CF0195  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0195
 CF0195                          STATION DESCRIPTION
 CF0195
 CF0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0195'5.3 MI E FROM GLEASON.
 CF0195'5.3 MILES EAST ALONG THE ELFRIDA ROAD FROM GLEASON, COCHISE COUNTY,
 CF0195'0.1 MILE EAST OF A CATTLEGUARD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 CF0195'ROAD, AND 1 FOOT NORTH OF A FENCE LINE.  A STANDARD DISK, STAMPED J 78
 CF0195'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0195
 CF0195                          STATION RECOVERY (1957)
 CF0195
 CF0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0172 ***********************************************************************
 CG0172  DESIGNATION -  J 79
 CG0172  PID         -  CG0172
 CG0172  STATE/COUNTY-  AZ/COCHISE
 CG0172  USGS QUAD   -  HEREFORD (1983)
 CG0172
 CG0172                         *CURRENT SURVEY CONTROL
 CG0172  ___________________________________________________________________
 CG0172* NAD 83(1986)-  31 28 28.     (N)    110 06 21.     (W)     SCALED    
 CG0172* NAVD 88     -      1261.00   (+/-2cm)    4137.1    (feet)  VERTCON   
 CG0172  ___________________________________________________________________
 CG0172  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0172
 CG0172.The horizontal coordinates were scaled from a topographic map and have
 CG0172.an estimated accuracy of +/- 6 seconds.
 CG0172
 CG0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0172.The vertical order pertains to the NGVD 29 superseded value.
 CG0172
 CG0172.The geoid height was determined by GEOID03.
 CG0172
 CG0172;                    North         East    Units  Estimated Accuracy
 CG0172;SPC AZ E     -    52,600.      219,140.      MT  (+/- 180 meters Scaled)
 CG0172
 CG0172                          SUPERSEDED SURVEY CONTROL
 CG0172
 CG0172  NGVD 29 (??/??/92) 1260.150  (m)         4134.34   (f) ADJ UNCH    2 0
 CG0172
 CG0172.Superseded values are not recommended for survey control.
 CG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0172.See file dsdata.txt to determine how the superseded data were derived.
 CG0172
 CG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV849825(NAD 83)
 CG0172_MARKER: DB = BENCH MARK DISK
 CG0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0172_STAMPING: J 79 1934
 CG0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0172+STABILITY: SURFACE MOTION
 CG0172
 CG0172  HISTORY     - Date     Condition        Report By
 CG0172  HISTORY     - 1934     MONUMENTED       CGS
 CG0172  HISTORY     - 1945     GOOD             NGS
 CG0172
 CG0172                          STATION DESCRIPTION
 CG0172
 CG0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CG0172'2.6 MI N FROM HEREFORD.
 CG0172'ALONG THE SOUTHERN PACIFIC CO. RR, 2.6 MILES NORTH OF THE STATION AT
 CG0172'HEREFORD, COCHISE CO., AT THE NORTH END OF A SHALLOW RR CUT AND MIDDLE
 CG0172'OF A SHORT RR TANGENT, 107 FEET SOUTHEAST OF BLOCK SIGNAL 1066.5, 43
 CG0172'FEET EAST OF THE EAST RAIL, 2-1/2 FEET WEST OF A FENCE LINE. A BRONZE
 CG0172'BENCH MARK DISK, SET IN THE TOP OF A CONCRETE POST AND 3 FEET HIGHER
 CG0172'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0161 ***********************************************************************
 DB0161  DESIGNATION -  J 8
 DB0161  PID         -  DB0161
 DB0161  STATE/COUNTY-  AZ/YUMA
 DB0161  USGS QUAD   -  LIGURTA (1965)
 DB0161
 DB0161                         *CURRENT SURVEY CONTROL
 DB0161  ___________________________________________________________________
 DB0161* NAD 83(1986)-  32 42 00.     (N)    114 19 12.     (W)     SCALED    
 DB0161* NAVD 88     -        63.17   (+/-2cm)     207.3    (feet)  VERTCON   
 DB0161  ___________________________________________________________________
 DB0161  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DB0161  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0161
 DB0161.The horizontal coordinates were scaled from a topographic map and have
 DB0161.an estimated accuracy of +/- 6 seconds.
 DB0161
 DB0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0161.The vertical order pertains to the NGVD 29 superseded value.
 DB0161
 DB0161.The geoid height was determined by GEOID03.
 DB0161
 DB0161;                    North         East    Units  Estimated Accuracy
 DB0161;SPC AZ W     -   188,630.      159,920.      MT  (+/- 180 meters Scaled)
 DB0161
 DB0161                          SUPERSEDED SURVEY CONTROL
 DB0161
 DB0161  NGVD 29 (??/??/??)   62.515  (m)          205.10   (f) ADJUSTED    1 2
 DB0161
 DB0161.Superseded values are not recommended for survey control.
 DB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0161.See file dsdata.txt to determine how the superseded data were derived.
 DB0161
 DB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS512212(NAD 83)
 DB0161_MARKER: DB = BENCH MARK DISK
 DB0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0161_STAMPING: 205.101 J 8 1927
 DB0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0161+STABILITY: SURFACE MOTION
 DB0161
 DB0161  HISTORY     - Date     Condition        Report By
 DB0161  HISTORY     - 1927     MONUMENTED       CGS
 DB0161  HISTORY     - 1957     GOOD             NGS
 DB0161
 DB0161                          STATION DESCRIPTION
 DB0161
 DB0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DB0161'4.9 MI SE FROM DOME.
 DB0161'4.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0161'FROM THE STATION AT DOME, YUMA COUNTY, 12 FEET EAST OF THE
 DB0161'SEVENTH POLE SOUTHEAST OF MILEPOST 758, 11-1/2 RAILS NORTHWEST
 DB0161'OF BRIDGE 758.31, 80 FEET NORTHEAST OF THE CENTERLINE OF THE
 DB0161'NORTH TRACK, JUST INSIDE THE RIGHT-OF-WAY FENCE, LEVEL WITH THE
 DB0161'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 DB0161'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0133 ***********************************************************************
 CF0133  DESIGNATION -  J 81
 CF0133  PID         -  CF0133
 CF0133  STATE/COUNTY-  AZ/COCHISE
 CF0133  USGS QUAD   -  PAUL SPUR (1957)
 CF0133
 CF0133                         *CURRENT SURVEY CONTROL
 CF0133  ___________________________________________________________________
 CF0133* NAD 83(1986)-  31 22 00.     (N)    109 43 30.     (W)     SCALED    
 CF0133* NAVD 88     -      1278.59   (+/-2cm)    4194.8    (feet)  VERTCON   
 CF0133  ___________________________________________________________________
 CF0133  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CF0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0133
 CF0133.The horizontal coordinates were scaled from a topographic map and have
 CF0133.an estimated accuracy of +/- 6 seconds.
 CF0133
 CF0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0133.The vertical order pertains to the NGVD 29 superseded value.
 CF0133
 CF0133.The geoid height was determined by GEOID03.
 CF0133
 CF0133;                    North         East    Units  Estimated Accuracy
 CF0133;SPC AZ E     -    40,730.      255,380.      MT  (+/- 180 meters Scaled)
 CF0133
 CF0133                          SUPERSEDED SURVEY CONTROL
 CF0133
 CF0133  NGVD 29 (??/??/92) 1277.770  (m)         4192.15   (f) ADJ UNCH    2 0
 CF0133
 CF0133.Superseded values are not recommended for survey control.
 CF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0133.See file dsdata.txt to determine how the superseded data were derived.
 CF0133
 CF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV212709(NAD 83)
 CF0133_MARKER: DB = BENCH MARK DISK
 CF0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0133_STAMPING: J 81 1934
 CF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0133+STABILITY: SURFACE MOTION
 CF0133
 CF0133  HISTORY     - Date     Condition        Report By
 CF0133  HISTORY     - 1934     MONUMENTED       CGS
 CF0133  HISTORY     - 1958     GOOD             DOD
 CF0133
 CF0133                          STATION DESCRIPTION
 CF0133
 CF0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0133'10.5 MI W FROM DOUGLAS.
 CF0133'10.5 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0133'STATION AT DOUGLAS, COCHISE COUNTY, AT THE FORREST STATION, 2-1/4
 CF0133'POLES WEST OF MILEPOST 1097, 45 FEET NORTH OF THE CENTERLINE OF THE
 CF0133'MAIN TRACK, 25 FEET WEST OF A LINE OF POLES, AND 2 FEET SOUTHWEST OF
 CF0133'THE SOUTHEAST CORNER OF THE SECTION-YARD FENCE.  A STANDARD DISK,
 CF0133'STAMPED J 81 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM
 CF0133'PROJECTS 0.9 FOOT.  IS 52 FEET NORTH NORTHWEST OF CENTERLINE OF MAIN
 CF0133'RAILROAD TRACK, 105 FEET EAST SOUTHEAST OF SOUTHEAST CORNER OF
 CF0133'BUILDING, AND 450 FEET EAST NORTHEAST OF LARGE BLACK WATER TANK.
 CF0133
 CF0133                          STATION RECOVERY (1958)
 CF0133
 CF0133'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CF0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0091 ***********************************************************************
 DA0091  DESIGNATION -  J 83
 DA0091  PID         -  DA0091
 DA0091  STATE/COUNTY-  AZ/PINAL
 DA0091  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0091
 DA0091                         *CURRENT SURVEY CONTROL
 DA0091  ___________________________________________________________________
 DA0091* NAD 83(1986)-  32 50 05.     (N)    112 09 22.     (W)     SCALED    
 DA0091* NAVD 88     -       590.10   (+/-2cm)    1936.0    (feet)  VERTCON   
 DA0091  ___________________________________________________________________
 DA0091  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0091
 DA0091.The horizontal coordinates were scaled from a topographic map and have
 DA0091.an estimated accuracy of +/- 6 seconds.
 DA0091
 DA0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0091.The vertical order pertains to the NGVD 29 superseded value.
 DA0091
 DA0091.The geoid height was determined by GEOID03.
 DA0091
 DA0091;                    North         East    Units  Estimated Accuracy
 DA0091;SPC AZ C     -   203,450.      190,940.      MT  (+/- 180 meters Scaled)
 DA0091
 DA0091                          SUPERSEDED SURVEY CONTROL
 DA0091
 DA0091  NGVD 29 (??/??/92)  589.44   (m)         1933.9    (f) COMPUTED    2 0
 DA0091
 DA0091.Superseded values are not recommended for survey control.
 DA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0091.See file dsdata.txt to determine how the superseded data were derived.
 DA0091
 DA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB917335(NAD 83)
 DA0091_MARKER: DB = BENCH MARK DISK
 DA0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0091_SP_SET: CULVERT
 DA0091_STAMPING: J 83 1935
 DA0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0091
 DA0091  HISTORY     - Date     Condition        Report By
 DA0091  HISTORY     - 1935     MONUMENTED       CGS
 DA0091  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0091
 DA0091                          STATION DESCRIPTION
 DA0091
 DA0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0091'11.8 MI W FROM STANFIELD.
 DA0091'11.8 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0091'STANFIELD, PINAL COUNTY, 2.1 MILES WEST OF THE HAMMOCK SERVICE STATION
 DA0091'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT AN IRON PIPE
 DA0091'CULVERT, AND IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 DA0091'HEADWALL.  A STANDARD DISK, STAMPED J 83 1935.
 DA0091
 DA0091                          STATION RECOVERY (1963)
 DA0091
 DA0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1246 ***********************************************************************
 CZ1246  DESIGNATION -  J 84
 CZ1246  PID         -  CZ1246
 CZ1246  STATE/COUNTY-  AZ/PINAL
 CZ1246  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1246
 CZ1246                         *CURRENT SURVEY CONTROL
 CZ1246  ___________________________________________________________________
 CZ1246* NAD 83(1986)-  32 42 26.     (N)    111 49 24.     (W)     SCALED    
 CZ1246* NAVD 88     -       456.18   (+/-2cm)    1496.7    (feet)  VERTCON   
 CZ1246  ___________________________________________________________________
 CZ1246  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ1246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1246
 CZ1246.The horizontal coordinates were scaled from a topographic map and have
 CZ1246.an estimated accuracy of +/- 6 seconds.
 CZ1246
 CZ1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1246.The vertical order pertains to the NGVD 29 superseded value.
 CZ1246
 CZ1246.The geoid height was determined by GEOID03.
 CZ1246
 CZ1246;                    North         East    Units  Estimated Accuracy
 CZ1246;SPC AZ C     -   189,290.      222,110.      MT  (+/- 180 meters Scaled)
 CZ1246
 CZ1246                          SUPERSEDED SURVEY CONTROL
 CZ1246
 CZ1246  NGVD 29 (??/??/92)  455.584  (m)         1494.70   (f) ADJ UNCH    2 0
 CZ1246
 CZ1246.Superseded values are not recommended for survey control.
 CZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1246.See file dsdata.txt to determine how the superseded data were derived.
 CZ1246
 CZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB228191(NAD 83)
 CZ1246_MARKER: DB = BENCH MARK DISK
 CZ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1246_STAMPING: J 84 1935
 CZ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1246+STABILITY: SURFACE MOTION
 CZ1246
 CZ1246  HISTORY     - Date     Condition        Report By
 CZ1246  HISTORY     - 1935     MONUMENTED       CGS
 CZ1246  HISTORY     - 1966     GOOD             NGS
 CZ1246
 CZ1246                          STATION DESCRIPTION
 CZ1246
 CZ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1246'3.8 MI SW FROM CHUI CHUISCHU.
 CZ1246'3.8 MILES SOUTHWEST ALONG THE WINDING CASA GRANDE-COVERED WELLS ROAD
 CZ1246'FROM THE CHURCH AT CHUI CHUISCHU (CHUICHU), PINAL COUNTY, IN THE FOOT
 CZ1246'HILLS AND 28 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CZ1246'DISK, STAMPED J 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ1246
 CZ1246                          STATION RECOVERY (1966)
 CZ1246
 CZ1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0164 ***********************************************************************
 DA0164  DESIGNATION -  J 86
 DA0164  PID         -  DA0164
 DA0164  STATE/COUNTY-  AZ/MARICOPA
 DA0164  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0164
 DA0164                         *CURRENT SURVEY CONTROL
 DA0164  ___________________________________________________________________
 DA0164* NAD 83(1986)-  32 43 38.     (N)    112 13 34.     (W)     SCALED    
 DA0164* NAVD 88     -       597.18   (+/-2cm)    1959.2    (feet)  VERTCON   
 DA0164  ___________________________________________________________________
 DA0164  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0164
 DA0164.The horizontal coordinates were scaled from a topographic map and have
 DA0164.an estimated accuracy of +/- 6 seconds.
 DA0164
 DA0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0164.The vertical order pertains to the NGVD 29 superseded value.
 DA0164
 DA0164.The geoid height was determined by GEOID03.
 DA0164
 DA0164;                    North         East    Units  Estimated Accuracy
 DA0164;SPC AZ C     -   191,550.      184,360.      MT  (+/- 180 meters Scaled)
 DA0164
 DA0164                          SUPERSEDED SURVEY CONTROL
 DA0164
 DA0164  NGVD 29 (??/??/92)  596.510  (m)         1957.05   (f) ADJ UNCH    2 0
 DA0164
 DA0164.Superseded values are not recommended for survey control.
 DA0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0164.See file dsdata.txt to determine how the superseded data were derived.
 DA0164
 DA0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB851217(NAD 83)
 DA0164_MARKER: DB = BENCH MARK DISK
 DA0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0164_STAMPING: J 86 1935
 DA0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0164+STABILITY: SURFACE MOTION
 DA0164
 DA0164  HISTORY     - Date     Condition        Report By
 DA0164  HISTORY     - 1935     MONUMENTED       CGS
 DA0164
 DA0164                          STATION DESCRIPTION
 DA0164
 DA0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0164'28.2 MI E FROM GILA.
 DA0164'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0164'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 9.1 MILES SOUTH
 DA0164'ALONG A DIM TRACK ROAD.  0.8 MILE SOUTH OF A RANCH HOUSE, 0.2 MILE
 DA0164'NORTHWEST OF THE SOUTHEAST CORNER OF SECTION 14, IN THE V-JUNCTION OF
 DA0164'TWO WASHES, 110 FEET EAST OF A NORTH AND SOUTH FENCE LINE, 33 FEET
 DA0164'NORTH OF THE CENTERLINE OF THE ROAD, 1.7 FEET SOUTHEAST OF A WHITE
 DA0164'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 DA0164'STAMPED J 86 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0164'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1124 ***********************************************************************
 CZ1124  DESIGNATION -  J 87
 CZ1124  PID         -  CZ1124
 CZ1124  STATE/COUNTY-  AZ/PINAL
 CZ1124  USGS QUAD   -  STANFIELD (1992)
 CZ1124
 CZ1124                         *CURRENT SURVEY CONTROL
 CZ1124  ___________________________________________________________________
 CZ1124* NAD 83(1986)-  32 57 41.     (N)    111 59 49.     (W)     SCALED    
 CZ1124* NAVD 88     -       379.13   (+/-2cm)    1243.9    (feet)  VERTCON   
 CZ1124  ___________________________________________________________________
 CZ1124  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1124
 CZ1124.The horizontal coordinates were scaled from a topographic map and have
 CZ1124.an estimated accuracy of +/- 6 seconds.
 CZ1124
 CZ1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1124.The vertical order pertains to the NGVD 29 superseded value.
 CZ1124
 CZ1124.The geoid height was determined by GEOID03.
 CZ1124
 CZ1124;                    North         East    Units  Estimated Accuracy
 CZ1124;SPC AZ C     -   217,470.      205,860.      MT  (+/- 180 meters Scaled)
 CZ1124
 CZ1124                          SUPERSEDED SURVEY CONTROL
 CZ1124
 CZ1124  NGVD 29 (??/??/92)  378.592  (m)         1242.10   (f) ADJ UNCH    2 0
 CZ1124
 CZ1124.Superseded values are not recommended for survey control.
 CZ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1124.See file dsdata.txt to determine how the superseded data were derived.
 CZ1124
 CZ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB068474(NAD 83)
 CZ1124_MARKER: DB = BENCH MARK DISK
 CZ1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1124_SP_SET: FOUNDATION
 CZ1124_STAMPING: J 87 1935
 CZ1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1124
 CZ1124  HISTORY     - Date     Condition        Report By
 CZ1124  HISTORY     - 1935     MONUMENTED       CGS
 CZ1124  HISTORY     - 1952     GOOD             NGS
 CZ1124
 CZ1124                          STATION DESCRIPTION
 CZ1124
 CZ1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1124'7.1 MI N FROM STANFIELD.
 CZ1124'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1124'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1124'1.5 MILES NORTH ALONG A GRAVEL ROAD, AT THE ARIZONA EDISON COMPNAY
 CZ1124'SUB-STATION, IN THE TOP OF THE EAST EDGE OF THE CONCRETE FOUNDATION
 CZ1124'FOR 6 LARGE CONDENSERS, ABOUT 48 YARDS NORTHEAST OF THE NORTHEAST
 CZ1124'CORNER OF THE MAINTAINANCE BUILDING, 28.2 FEET NORTH OF THE SOUTH END
 CZ1124'OF THE FOUNDATION, 11 FEET SOUTH OF THE SOUTH EDGE OF A STEEL SUPPORT
 CZ1124'FOR THE SOUTHEAST MOST CONDENSER, 1 FOOT WEST OF THE EAST EDGE OF THE
 CZ1124'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1145 ***********************************************************************
 CZ1145  DESIGNATION -  J 88
 CZ1145  PID         -  CZ1145
 CZ1145  STATE/COUNTY-  AZ/PINAL
 CZ1145  USGS QUAD   -  VAIVA VO (1993)
 CZ1145
 CZ1145                         *CURRENT SURVEY CONTROL
 CZ1145  ___________________________________________________________________
 CZ1145* NAD 83(1986)-  32 42 51.     (N)    111 54 06.     (W)     SCALED    
 CZ1145* NAVD 88     -       433.33   (+/-2cm)    1421.7    (feet)  VERTCON   
 CZ1145  ___________________________________________________________________
 CZ1145  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 CZ1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1145
 CZ1145.The horizontal coordinates were scaled from a topographic map and have
 CZ1145.an estimated accuracy of +/- 6 seconds.
 CZ1145
 CZ1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1145.The vertical order pertains to the NGVD 29 superseded value.
 CZ1145
 CZ1145.The geoid height was determined by GEOID03.
 CZ1145
 CZ1145;                    North         East    Units  Estimated Accuracy
 CZ1145;SPC AZ C     -   190,060.      214,770.      MT  (+/- 180 meters Scaled)
 CZ1145
 CZ1145                          SUPERSEDED SURVEY CONTROL
 CZ1145
 CZ1145  NGVD 29 (??/??/92)  432.729  (m)         1419.71   (f) ADJ UNCH    2 0
 CZ1145
 CZ1145.Superseded values are not recommended for survey control.
 CZ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1145.See file dsdata.txt to determine how the superseded data were derived.
 CZ1145
 CZ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB154199(NAD 83)
 CZ1145_MARKER: DB = BENCH MARK DISK
 CZ1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1145_STAMPING: J 88 1935
 CZ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1145+STABILITY: SURFACE MOTION
 CZ1145
 CZ1145  HISTORY     - Date     Condition        Report By
 CZ1145  HISTORY     - 1935     MONUMENTED       CGS
 CZ1145  HISTORY     - 1951     GOOD             NGS
 CZ1145  HISTORY     - 1966     GOOD             NGS
 CZ1145
 CZ1145                          STATION DESCRIPTION
 CZ1145
 CZ1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1145'1.9 MI E FROM COCKLEBUR.
 CZ1145'1.9 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR,
 CZ1145'ABOUT 50 YARDS NORTHWEST OF THE NORTHWEST FACE OF A MOUNTAIN, 72 FEET
 CZ1145'SOUTHEAST OF THE CENTER LINE OF A DIM ROAD, 1.3 FEET NORTHWEST OF A
 CZ1145'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CZ1145'FOOT ABOVE THE GROUND, AND 1 1/2 FEET ABOVE THE GRADED ROAD.
 CZ1145
 CZ1145                          STATION RECOVERY (1966)
 CZ1145
 CZ1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1146 ***********************************************************************
 CZ1146  DESIGNATION -  J 88 RM
 CZ1146  PID         -  CZ1146
 CZ1146  STATE/COUNTY-  AZ/PINAL
 CZ1146  USGS QUAD   -  VAIVA VO (1993)
 CZ1146
 CZ1146                         *CURRENT SURVEY CONTROL
 CZ1146  ___________________________________________________________________
 CZ1146* NAD 83(1986)-  32 42 51.     (N)    111 54 06.     (W)     SCALED    
 CZ1146* NAVD 88     -       433.94   (+/-2cm)    1423.7    (feet)  VERTCON   
 CZ1146  ___________________________________________________________________
 CZ1146  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 CZ1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1146
 CZ1146.The horizontal coordinates were scaled from a topographic map and have
 CZ1146.an estimated accuracy of +/- 6 seconds.
 CZ1146
 CZ1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1146.The vertical order pertains to the NGVD 29 superseded value.
 CZ1146
 CZ1146.The geoid height was determined by GEOID03.
 CZ1146
 CZ1146;                    North         East    Units  Estimated Accuracy
 CZ1146;SPC AZ C     -   190,060.      214,770.      MT  (+/- 180 meters Scaled)
 CZ1146
 CZ1146                          SUPERSEDED SURVEY CONTROL
 CZ1146
 CZ1146  NGVD 29 (??/??/92)  433.337  (m)         1421.71   (f) ADJ UNCH    2 0
 CZ1146
 CZ1146.Superseded values are not recommended for survey control.
 CZ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1146.See file dsdata.txt to determine how the superseded data were derived.
 CZ1146
 CZ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB154199(NAD 83)
 CZ1146_MARKER: B = BOLT
 CZ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1146+STABILITY: SURFACE MOTION
 CZ1146
 CZ1146  HISTORY     - Date     Condition        Report By
 CZ1146  HISTORY     - UNK      MONUMENTED       USGS
 CZ1146  HISTORY     - 1952     GOOD             NGS
 CZ1146
 CZ1146                          STATION DESCRIPTION
 CZ1146
 CZ1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1146'1.8 MI E FROM COCKLEBUR.
 CZ1146'1.8 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR, AT
 CZ1146'THE NORTHWEST FACE OF THE NORTHEAST ONE OF A RANGE OF MOUNTAINS, 415
 CZ1146'FEET SOUTHWEST OF B.M. J88, 133 1/2 FEET SOUTHEAST OF THE CENTER LINE
 CZ1146'OF THE GRADED ROAD, 72 FEET NORTHWEST OF THE CENTER LINE OF A DIM ROAD
 CZ1146'AT THE FOOT OF THE MOUNTAIN, 1.1 FEET NORTHWEST OF A WITNESS POST, AN
 CZ1146'IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CZ1146'THE GROUND, AND 2 1/2 FEET HIGHER THAN THE GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0345 ***********************************************************************
 DV0345  DESIGNATION -  J 89
 DV0345  PID         -  DV0345
 DV0345  STATE/COUNTY-  AZ/MARICOPA
 DV0345  USGS QUAD   -  MOBILE (1978)
 DV0345
 DV0345                         *CURRENT SURVEY CONTROL
 DV0345  ___________________________________________________________________
 DV0345* NAD 83(1986)-  33 01 21.     (N)    112 16 57.     (W)     SCALED    
 DV0345* NAVD 88     -       425.41   (+/-2cm)    1395.7    (feet)  VERTCON   
 DV0345  ___________________________________________________________________
 DV0345  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DV0345  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0345
 DV0345.The horizontal coordinates were scaled from a topographic map and have
 DV0345.an estimated accuracy of +/- 6 seconds.
 DV0345
 DV0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0345.The vertical order pertains to the NGVD 29 superseded value.
 DV0345
 DV0345.The geoid height was determined by GEOID03.
 DV0345
 DV0345;                    North         East    Units  Estimated Accuracy
 DV0345;SPC AZ C     -   224,310.      179,180.      MT  (+/- 180 meters Scaled)
 DV0345
 DV0345                          SUPERSEDED SURVEY CONTROL
 DV0345
 DV0345  NGVD 29 (??/??/92)  424.791  (m)         1393.67   (f) ADJ UNCH    1 2
 DV0345
 DV0345.Superseded values are not recommended for survey control.
 DV0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0345.See file dsdata.txt to determine how the superseded data were derived.
 DV0345
 DV0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB802545(NAD 83)
 DV0345_MARKER: DB = BENCH MARK DISK
 DV0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0345_STAMPING: J 89 1935
 DV0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0345+STABILITY: SURFACE MOTION
 DV0345
 DV0345  HISTORY     - Date     Condition        Report By
 DV0345  HISTORY     - 1935     MONUMENTED       CGS
 DV0345  HISTORY     - 1951     MARK NOT FOUND   NGS
 DV0345  HISTORY     - 1974     GOOD             USGS
 DV0345
 DV0345                          STATION DESCRIPTION
 DV0345
 DV0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DV0345'2.5 MI S FROM MOBILE.
 DV0345'2.5 MILES SOUTH ALONG DESERT ROADS TO BELLA LOMA SERVICE STATION.
 DV0345'ABOUT 0.75 MILE SOUTH OF AN OLD HOMESTEAD HOUSE, AND 25 FEET EAST OF
 DV0345'THE CENTER OF THE ROAD WHERE A DIM DESERT ROAD JOINS.
 DV0345
 DV0345                          STATION RECOVERY (1951)
 DV0345
 DV0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 DV0345'MARK NOT FOUND.
 DV0345
 DV0345                          STATION RECOVERY (1974)
 DV0345
 DV0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DV0345'2.5 MI. SSW FROM MOBILE IN SEC 5 T5S R1E ABOUT 625 FEET N 60 DEG W
 DV0345'FROM CENTER OF SECTION, 0.75 MI. SSE FROM MOBILE WELL, 0.6 MI. WEST
 DV0345'FROM ROAD NEAR WEST SIDE OF SECTION 4, 1.0 MI. EAST FROM ROAD RUNNING
 DV0345'NNE-SSW. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1038 ***********************************************************************
 DA1038  DESIGNATION -  J 9
 DA1038  PID         -  DA1038
 DA1038  STATE/COUNTY-  AZ/YUMA
 DA1038  USGS QUAD   -  HORN (1965)
 DA1038
 DA1038                         *CURRENT SURVEY CONTROL
 DA1038  ___________________________________________________________________
 DA1038* NAD 83(1986)-  32 54 27.     (N)    113 35 22.     (W)     SCALED    
 DA1038* NAVD 88     -       129.49   (+/-2cm)     424.8    (feet)  VERTCON   
 DA1038  ___________________________________________________________________
 DA1038  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DA1038  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1038
 DA1038.The horizontal coordinates were scaled from a topographic map and have
 DA1038.an estimated accuracy of +/- 6 seconds.
 DA1038
 DA1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1038.The vertical order pertains to the NGVD 29 superseded value.
 DA1038
 DA1038.The geoid height was determined by GEOID03.
 DA1038
 DA1038;                    North         East    Units  Estimated Accuracy
 DA1038;SPC AZ W     -   211,510.      228,380.      MT  (+/- 180 meters Scaled)
 DA1038
 DA1038                          SUPERSEDED SURVEY CONTROL
 DA1038
 DA1038  NGVD 29 (??/??/92)  128.886  (m)          422.85   (f) ADJ UNCH    1 2
 DA1038
 DA1038.Superseded values are not recommended for survey control.
 DA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1038.See file dsdata.txt to determine how the superseded data were derived.
 DA1038
 DA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB578440(NAD 83)
 DA1038_MARKER: DB = BENCH MARK DISK
 DA1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1038_STAMPING: 422.853 J 9 1927
 DA1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1038+STABILITY: SURFACE MOTION
 DA1038
 DA1038  HISTORY     - Date     Condition        Report By
 DA1038  HISTORY     - 1927     MONUMENTED       CGS
 DA1038  HISTORY     - 1935     GOOD             NGS
 DA1038
 DA1038                          STATION DESCRIPTION
 DA1038
 DA1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1038'15.6 MI SW FROM HYDER.
 DA1038'15.6 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1038'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 7 POLES
 DA1038'SOUTHWEST OF MILEPOST 807, 10 FEET SOUTH OF THE SECOND POLE SOUTHWEST
 DA1038'OF AN ABANDONED ROAD CROSSING, 20 FEET SOUTHEAST OF THE CENTERLINE OF
 DA1038'THE TRACK, JUST INSIDE THE RIGHT OF WAY FENCE, AND 3 FEET LOWER THAN
 DA1038'THE TRACK.  A STANDARD DISK, STAMPED 422.853 J 9 1927 AND SET IN THE
 DA1038'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0294 ***********************************************************************
 DA0294  DESIGNATION -  J 90
 DA0294  PID         -  DA0294
 DA0294  STATE/COUNTY-  AZ/PIMA
 DA0294  USGS QUAD   -  VENTANA (1990)
 DA0294
 DA0294                         *CURRENT SURVEY CONTROL
 DA0294  ___________________________________________________________________
 DA0294* NAD 83(1986)-  32 27 59.     (N)    112 14 32.     (W)     SCALED    
 DA0294* NAVD 88     -       681.68   (+/-2cm)    2236.5    (feet)  VERTCON   
 DA0294  ___________________________________________________________________
 DA0294  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0294
 DA0294.The horizontal coordinates were scaled from a topographic map and have
 DA0294.an estimated accuracy of +/- 6 seconds.
 DA0294
 DA0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0294.The vertical order pertains to the NGVD 29 superseded value.
 DA0294
 DA0294.The geoid height was determined by GEOID03.
 DA0294
 DA0294;                    North         East    Units  Estimated Accuracy
 DA0294;SPC AZ C     -   162,630.      182,760.      MT  (+/- 180 meters Scaled)
 DA0294
 DA0294                          SUPERSEDED SURVEY CONTROL
 DA0294
 DA0294  NGVD 29 (??/??/92)  680.995  (m)         2234.23   (f) ADJ UNCH    2 0
 DA0294
 DA0294.Superseded values are not recommended for survey control.
 DA0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0294.See file dsdata.txt to determine how the superseded data were derived.
 DA0294
 DA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA832928(NAD 83)
 DA0294_MARKER: DB = BENCH MARK DISK
 DA0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0294_STAMPING: J 90 1935
 DA0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0294+STABILITY: SURFACE MOTION
 DA0294
 DA0294  HISTORY     - Date     Condition        Report By
 DA0294  HISTORY     - 1935     MONUMENTED       CGS
 DA0294  HISTORY     - 1952     GOOD             NGS
 DA0294  HISTORY     - 1961     GOOD             NGS
 DA0294  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0294
 DA0294                          STATION DESCRIPTION
 DA0294
 DA0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0294'IN VENTANA.
 DA0294'AT VENTANA, ABOUT 95 YARDS SOUTHEAST OF THE WATER TANK, IN A SMALL
 DA0294'VACANT LOT OUT LINED BY A ROW OF GIANT SAGUAROS (FORMERLY THE SCHOOL
 DA0294'YARD), 71.5 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE AND STONE
 DA0294'HOUSE, 37.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A
 DA0294'STONE HOUSE, 23 FEET NORTH OF THE WEST ONE OF A ROW OF SAGUAROS, AND
 DA0294'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0294'GROUND.
 DA0294
 DA0294                          STATION RECOVERY (1961)
 DA0294
 DA0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DA0294'RECOVERED IN GOOD CONDITION.
 DA0294
 DA0294                          STATION RECOVERY (1988)
 DA0294
 DA0294'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 DA0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0273 ***********************************************************************
 DA0273  DESIGNATION -  J 91
 DA0273  PID         -  DA0273
 DA0273  STATE/COUNTY-  AZ/PIMA
 DA0273  USGS QUAD   -  SANTA ROSA (1990)
 DA0273
 DA0273                         *CURRENT SURVEY CONTROL
 DA0273  ___________________________________________________________________
 DA0273* NAD 83(1986)-  32 19 29.     (N)    112 00 57.     (W)     SCALED    
 DA0273* NAVD 88     -       543.37   (+/-2cm)    1782.7    (feet)  VERTCON   
 DA0273  ___________________________________________________________________
 DA0273  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0273
 DA0273.The horizontal coordinates were scaled from a topographic map and have
 DA0273.an estimated accuracy of +/- 6 seconds.
 DA0273
 DA0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0273.The vertical order pertains to the NGVD 29 superseded value.
 DA0273
 DA0273.The geoid height was determined by GEOID03.
 DA0273
 DA0273;                    North         East    Units  Estimated Accuracy
 DA0273;SPC AZ C     -   146,880.      204,020.      MT  (+/- 180 meters Scaled)
 DA0273
 DA0273                          SUPERSEDED SURVEY CONTROL
 DA0273
 DA0273  NGVD 29 (??/??/92)  542.740  (m)         1780.64   (f) ADJ UNCH    2 0
 DA0273
 DA0273.Superseded values are not recommended for survey control.
 DA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0273.See file dsdata.txt to determine how the superseded data were derived.
 DA0273
 DA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA043768(NAD 83)
 DA0273_MARKER: DB = BENCH MARK DISK
 DA0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0273_STAMPING: J 91 1935
 DA0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0273+STABILITY: SURFACE MOTION
 DA0273
 DA0273  HISTORY     - Date     Condition        Report By
 DA0273  HISTORY     - 1935     MONUMENTED       CGS
 DA0273  HISTORY     - 1952     GOOD             NGS
 DA0273
 DA0273                          STATION DESCRIPTION
 DA0273
 DA0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0273'1.35 MI E FROM SANTA ROSA.
 DA0273'1.35 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 DA0273'0.2 MILE EAST OF A 75 FEET SQUARE FENCE AROUND A RANGE STUDY PLOT, AT
 DA0273'THE Y JUNCTION OF A GRADED ROAD LEADING SOUTHEAST, INSIDE OF THE WEST
 DA0273'END OF AN OBLONG TRIANGLE FORMED BY THE DIVIDED PORTION OF THE MAIN
 DA0273'ROAD, ABOUT 45 YARDS NORTHEAST OF THE SOUTH ONE OF 3 SAQUROS, 31 FEET
 DA0273'NORTHEAST OF AND ACROSS THE SOUTH LEG FROM THE CENTER LINE OF THE
 DA0273'GRADED ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEG OF THE
 DA0273'TRIANGLE, 8 1/2 FEET NORTH OF THE CENTER LINE OF THE SOUTH LEG OF THE
 DA0273'TRIANGLE, 2.6 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 DA0273'ROADS, AND SET IN A CONCRETE POST PROJECTING 0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0882 ***********************************************************************
 CZ0882  DESIGNATION -  J 93
 CZ0882  PID         -  CZ0882
 CZ0882  STATE/COUNTY-  AZ/PIMA
 CZ0882  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0882
 CZ0882                         *CURRENT SURVEY CONTROL
 CZ0882  ___________________________________________________________________
 CZ0882* NAD 83(1986)-  32 26 04.     (N)    111 48 04.     (W)     SCALED    
 CZ0882* NAVD 88     -       535.00   (+/-2cm)    1755.2    (feet)  VERTCON   
 CZ0882  ___________________________________________________________________
 CZ0882  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0882
 CZ0882.The horizontal coordinates were scaled from a topographic map and have
 CZ0882.an estimated accuracy of +/- 6 seconds.
 CZ0882
 CZ0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0882.The vertical order pertains to the NGVD 29 superseded value.
 CZ0882
 CZ0882.The geoid height was determined by GEOID03.
 CZ0882
 CZ0882;                    North         East    Units  Estimated Accuracy
 CZ0882;SPC AZ C     -   159,040.      224,230.      MT  (+/- 180 meters Scaled)
 CZ0882
 CZ0882                          SUPERSEDED SURVEY CONTROL
 CZ0882
 CZ0882  NGVD 29 (??/??/92)  534.431  (m)         1753.38   (f) ADJ UNCH    2 0
 CZ0882
 CZ0882.Superseded values are not recommended for survey control.
 CZ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0882.See file dsdata.txt to determine how the superseded data were derived.
 CZ0882
 CZ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA246888(NAD 83)
 CZ0882_MARKER: DB = BENCH MARK DISK
 CZ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0882_STAMPING: J 93 1935
 CZ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0882+STABILITY: SURFACE MOTION
 CZ0882
 CZ0882  HISTORY     - Date     Condition        Report By
 CZ0882  HISTORY     - 1935     MONUMENTED       CGS
 CZ0882  HISTORY     - 1952     GOOD             NGS
 CZ0882
 CZ0882                          STATION DESCRIPTION
 CZ0882
 CZ0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0882'15.2 MI SE FROM KOMELIH.
 CZ0882'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0882'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 4.15 MILES SOUTH
 CZ0882'ALONG A DIM TRACK ROAD, 1.0 MILE SOUTH OF B.M. K318, ABOUT 3/4 MILE
 CZ0882'NORTH-NORTHEAST OF A LOW ROUND HILL, 25 FEET WEST OF THE CENTER LINE
 CZ0882'OF A NORTH-SOUTH WASH, 8 FEET EAST OF THE CENTER LINE AND ABOUT LEVEL
 CZ0882'WITH THE ROAD, 1.9 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 CZ0882'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0597 ***********************************************************************
 CZ0597  DESIGNATION -  J 94
 CZ0597  PID         -  CZ0597
 CZ0597  STATE/COUNTY-  AZ/PIMA
 CZ0597  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0597
 CZ0597                         *CURRENT SURVEY CONTROL
 CZ0597  ___________________________________________________________________
 CZ0597* NAD 83(1986)-  32 26 40.     (N)    111 24 40.     (W)     SCALED    
 CZ0597* NAVD 88     -       644.13   (+/-2cm)    2113.3    (feet)  VERTCON   
 CZ0597  ___________________________________________________________________
 CZ0597  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0597
 CZ0597.The horizontal coordinates were scaled from a topographic map and have
 CZ0597.an estimated accuracy of +/- 6 seconds.
 CZ0597
 CZ0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0597.The vertical order pertains to the NGVD 29 superseded value.
 CZ0597
 CZ0597.The geoid height was determined by GEOID03.
 CZ0597
 CZ0597;                    North         East    Units  Estimated Accuracy
 CZ0597;SPC AZ C     -   160,260.      260,900.      MT  (+/- 180 meters Scaled)
 CZ0597
 CZ0597                          SUPERSEDED SURVEY CONTROL
 CZ0597
 CZ0597  NGVD 29 (??/??/92)  643.601  (m)         2111.55   (f) ADJ UNCH    2 0
 CZ0597
 CZ0597.Superseded values are not recommended for survey control.
 CZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0597.See file dsdata.txt to determine how the superseded data were derived.
 CZ0597
 CZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA613897(NAD 83)
 CZ0597_MARKER: DB = BENCH MARK DISK
 CZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0597_STAMPING: J 94 1935
 CZ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0597+STABILITY: SURFACE MOTION
 CZ0597
 CZ0597  HISTORY     - Date     Condition        Report By
 CZ0597  HISTORY     - 1935     MONUMENTED       CGS
 CZ0597  HISTORY     - 1951     GOOD             NGS
 CZ0597
 CZ0597                          STATION DESCRIPTION
 CZ0597
 CZ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0597'14.1 MI E FROM SILVER BELL.
 CZ0597'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0597'BELL, THENCE 7.2 MILES S.E. ALONG SILVER BELL ROAD, 0.3 MILE SOUTH OF
 CZ0597'A WINDMILL AND A CORRAL, 39 FEET NORTHEAST OF THE CENTER OF A Y
 CZ0597'JUNCTION OF A DIM TRACK ROAD LEADING SOUTHWEST, 34 FEET NORTH OF THE
 CZ0597'CENTER LINE OF SILVER BELL ROAD, 2.9 FEET SOUTH OF A WITNESS POST, AND
 CZ0597'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CZ0597'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0610 ***********************************************************************
 FR0610  DESIGNATION -  J 95
 FR0610  PID         -  FR0610
 FR0610  STATE/COUNTY-  AZ/MOHAVE
 FR0610  USGS QUAD   -  HORSE FLAT (1968)
 FR0610
 FR0610                         *CURRENT SURVEY CONTROL
 FR0610  ___________________________________________________________________
 FR0610* NAD 83(1986)-  35 51 33.     (N)    113 51 41.     (W)     SCALED    
 FR0610* NAVD 88     -      1599.211  (meters)    5246.74   (feet)  POSTED    
 FR0610  ___________________________________________________________________
 FR0610  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FR0610  DYNAMIC HT  -        1597.280 (meters)    5240.41  (feet)  COMP
 FR0610  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 FR0610
 FR0610  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0610
 FR0610.The horizontal coordinates were scaled from a topographic map and have
 FR0610.an estimated accuracy of +/- 6 seconds.
 FR0610
 FR0610.The orthometric height was determined by differential leveling
 FR0610.and adjusted by the  in 1992.
 FR0610.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0610.rate of 0.0 thru 1.0 mm/km.
 FR0610
 FR0610.The geoid height was determined by GEOID03.
 FR0610
 FR0610.The dynamic height is computed by dividing the NAVD 88
 FR0610.geopotential number by the normal gravity value computed on the
 FR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0610.degrees latitude (g = 980.6199 gals.).
 FR0610
 FR0610.The modeled gravity was interpolated from observed gravity values.
 FR0610
 FR0610;                    North         East    Units  Estimated Accuracy
 FR0610;SPC AZ W     -   538,910.      203,300.      MT  (+/- 180 meters Scaled)
 FR0610
 FR0610                          SUPERSEDED SURVEY CONTROL
 FR0610
 FR0610  NGVD 29 (??/??/92) 1598.375  (m)         5244.00   (f) ADJ UNCH    2 0
 FR0610
 FR0610.Superseded values are not recommended for survey control.
 FR0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0610.See file dsdata.txt to determine how the superseded data were derived.
 FR0610
 FR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE416721(NAD 83)
 FR0610_MARKER: DB = BENCH MARK DISK
 FR0610_SETTING: 66 = SET IN ROCK OUTCROP
 FR0610_SP_SET: LIMESTONE OUTCROP
 FR0610_STAMPING: J 95 1935
 FR0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0610+STABILITY: POSITION/ELEVATION WELL
 FR0610
 FR0610  HISTORY     - Date     Condition        Report By
 FR0610  HISTORY     - 1935     MONUMENTED       CGS
 FR0610  HISTORY     - 1968     GOOD             USGS
 FR0610
 FR0610                          STATION DESCRIPTION
 FR0610
 FR0610'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0610'47.5 MI NW FROM PEACH SPRINGS.
 FR0610'47.5 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, 1.3 MILES NORTH
 FR0610'OF A JUNCTION WITH THE MAIN ROAD, 0.9 MILES NORTH OF A JUNCTION WITH A
 FR0610'TRACK ROAD LEADING EAST, 0.4 MILES NORTHEAST OF A SUMMIT OF A RIDGE,
 FR0610'27 FEET NORTH OF THE CENTERLINE OF THE ROAD AT A CURVE NORTH, 9 FEET
 FR0610'SOUTH OF A LARGE JUNIPER TREE, IN THE TOP OF A GREY LIMESTONE OUTCROP
 FR0610'AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0655 ***********************************************************************
 FR0655  DESIGNATION -  J 96
 FR0655  PID         -  FR0655
 FR0655  STATE/COUNTY-  AZ/MOHAVE
 FR0655  USGS QUAD   -  HINDU CANYON (1967)
 FR0655
 FR0655                         *CURRENT SURVEY CONTROL
 FR0655  ___________________________________________________________________
 FR0655* NAD 83(1992)-  35 40 29.34928(N)    113 32 15.10961(W)     ADJUSTED  
 FR0655* NAVD 88     -      1437.753  (meters)    4717.03   (feet)  POSTED    
 FR0655  ___________________________________________________________________
 FR0655  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FR0655  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0655  DYNAMIC HT  -        1436.000 (meters)    4711.28  (feet)  COMP
 FR0655  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 FR0655
 FR0655  HORZ ORDER  -  SECOND
 FR0655  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0655
 FR0655.The horizontal coordinates were established by classical geodetic methods
 FR0655.and adjusted by the National Geodetic Survey in August 1993.
 FR0655
 FR0655.The orthometric height was determined by differential leveling
 FR0655.and adjusted by the  in 1992.
 FR0655.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0655.was located on a no-check spur therefore a value was not computed.
 FR0655.No vertical observational check was made to the station.
 FR0655
 FR0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0655
 FR0655.The geoid height was determined by GEOID03.
 FR0655
 FR0655.The dynamic height is computed by dividing the NAVD 88
 FR0655.geopotential number by the normal gravity value computed on the
 FR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0655.degrees latitude (g = 980.6199 gals.).
 FR0655
 FR0655.The modeled gravity was interpolated from observed gravity values.
 FR0655
 FR0655;                    North         East     Units Scale Factor Converg.
 FR0655;SPC AZ W     -   518,473.826   232,594.107   MT  0.99993789   +0 07 26.1
 FR0655;SPC AZ W     - 1,701,029.61    763,104.03   iFT  0.99993789   +0 07 26.1
 FR0655;UTM  12      - 3,950,849.135   270,338.994   MT  1.00025000   -1 28 49.8
 FR0655
 FR0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0655!SPC AZ W     -   0.99977848  x   0.99993789  =   0.99971639
 FR0655!UTM  12      -   0.99977848  x   1.00025000  =   1.00002843
 FR0655
 FR0655                          SUPERSEDED SURVEY CONTROL
 FR0655
 FR0655  NAD 83(1986)-  35 40 29.34250(N)    113 32 15.10998(W) AD(       ) 2
 FR0655  NAD 27      -  35 40 29.38500(N)    113 32 12.33300(W) AD(       ) 2
 FR0655  NGVD 29 (??/??/92) 1436.871  (m)         4714.13   (f) ADJ UNCH    2 0
 FR0655
 FR0655.Superseded values are not recommended for survey control.
 FR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0655.See file dsdata.txt to determine how the superseded data were derived.
 FR0655
 FR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7033950849(NAD 83)
 FR0655_MARKER: DB = BENCH MARK DISK
 FR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0655_STAMPING: J 96 1935
 FR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0655+STABILITY: SURFACE MOTION
 FR0655
 FR0655  HISTORY     - Date     Condition        Report By
 FR0655  HISTORY     - 1925     MONUMENTED       CGS
 FR0655  HISTORY     - 1935     GOOD             CGS
 FR0655
 FR0655                          STATION DESCRIPTION
 FR0655
 FR0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 FR0655'STATION IS A BRONZE BENCH-MARK DISK SET IN A SQUARE CONCRETE
 FR0655'POST PROJECTING ABOUT 10 INCHES.  IT IS ABOUT 1 FOOT E OF
 FR0655'FENCE.  STAMPED J 96 1935.
 FR0655'
 FR0655'TO REACH STATION GLO 35 FROM THE TOWN OF PEACH SPRINGS, GO W ON U.S.
 FR0655'HIGHWAY 66 FOR 1.9 MILES TO A GRADED DIRT ROAD LEADING RIGHT.
 FR0655'TURN RIGHT OFF THE HIGHWAY AND FOLLOW THE GOOD GRADED ROAD
 FR0655'FOR 7.7 MILES TO A CATTLE GUARD.  (B.M. E 96 IS ABOUT 28 FEET
 FR0655'NE OF THIS CATTLE GUARD, CLOSE TO FENCE.)
 FR0655
 FR0655                          STATION RECOVERY (1935)
 FR0655
 FR0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FR0655'9.2 MI NW FROM PEACH SPRINGS.
 FR0655'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0655'COUNTY, THENCE ABOUT 7.7 MILES NORTHEAST ALONG A ROAD, ABOUT 1.0 MILE
 FR0655'WEST OF THE TOP OF A SLIGHT RIDGE AND A FENCE, ABOUT 33 YARDS EAST OF
 FR0655'SEC. COR. (U.S.G.L.O.), DESCRIBED BELOW, 6 FEET NORTH OF A FENCE POST,
 FR0655'AND 1 FOOT EAST OF THE FENCE. A STANDARD DISK, STAMPED J 96 1935 AND
 FR0655'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0390 ***********************************************************************
 FR0390  DESIGNATION -  J 97
 FR0390  PID         -  FR0390
 FR0390  STATE/COUNTY-  AZ/MOHAVE
 FR0390  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0390
 FR0390                         *CURRENT SURVEY CONTROL
 FR0390  ___________________________________________________________________
 FR0390* NAD 83(1986)-  35 35 59.     (N)    113 26 17.     (W)     SCALED    
 FR0390* NAVD 88     -      1170.204  (meters)    3839.24   (feet)  POSTED    
 FR0390  ___________________________________________________________________
 FR0390  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FR0390  DYNAMIC HT  -        1168.780 (meters)    3834.57  (feet)  COMP
 FR0390  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 FR0390
 FR0390  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0390
 FR0390.The horizontal coordinates were scaled from a topographic map and have
 FR0390.an estimated accuracy of +/- 6 seconds.
 FR0390
 FR0390.The orthometric height was determined by differential leveling
 FR0390.and adjusted by the  in 1992.
 FR0390.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0390.was located on a no-check spur therefore a value was not computed.
 FR0390.No vertical observational check was made to the station.
 FR0390
 FR0390.The geoid height was determined by GEOID03.
 FR0390
 FR0390.The dynamic height is computed by dividing the NAVD 88
 FR0390.geopotential number by the normal gravity value computed on the
 FR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0390.degrees latitude (g = 980.6199 gals.).
 FR0390
 FR0390.The modeled gravity was interpolated from observed gravity values.
 FR0390
 FR0390;                    North         East    Units  Estimated Accuracy
 FR0390;SPC AZ W     -   510,170.      241,630.      MT  (+/- 180 meters Scaled)
 FR0390
 FR0390                          SUPERSEDED SURVEY CONTROL
 FR0390
 FR0390  NGVD 29 (??/??/92) 1169.293  (m)         3836.26   (f) ADJ UNCH    2 0
 FR0390
 FR0390.Superseded values are not recommended for survey control.
 FR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0390.See file dsdata.txt to determine how the superseded data were derived.
 FR0390
 FR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE791422(NAD 83)
 FR0390_MARKER: DB = BENCH MARK DISK
 FR0390_SETTING: 80 = SET IN A BOULDER
 FR0390_SP_SET: BOULDER
 FR0390_STAMPING: J 97 1935
 FR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0390+STABILITY: SURFACE MOTION
 FR0390
 FR0390  HISTORY     - Date     Condition        Report By
 FR0390  HISTORY     - 1935     MONUMENTED       CGS
 FR0390  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0390
 FR0390                          STATION DESCRIPTION
 FR0390
 FR0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0390'5.8 MI N FROM PEACH SPRINGS.
 FR0390'ABOUT 5.8 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0390'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, ABOUT 0.3 MILE NORTH OF A
 FR0390'GREY FRAME HOUSE WITH A CORRUGATED-IRON ROOF, ABOUT 0.2 MILE NORTH OF
 FR0390'A ROAD JUNCTION, 8 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE
 FR0390'TOP OF A SMALL WHITE BOULDER, AND ABOUT 1 FOOT ABOVE THE GROUND. A
 FR0390'STANDARD DISK, STAMPED J 97 1935.
 FR0390
 FR0390                          STATION RECOVERY (1982)
 FR0390
 FR0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0390'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0111 ***********************************************************************
 ET0111  DESIGNATION -  J 98
 ET0111  PID         -  ET0111
 ET0111  STATE/COUNTY-  AZ/YAVAPAI
 ET0111  USGS QUAD   -  PERKINSVILLE (1973)
 ET0111
 ET0111                         *CURRENT SURVEY CONTROL
 ET0111  ___________________________________________________________________
 ET0111* NAD 83(1986)-  34 56 18.     (N)    112 12 37.     (W)     SCALED    
 ET0111* NAVD 88     -      1346.32   (+/-2cm)    4417.1    (feet)  VERTCON   
 ET0111  ___________________________________________________________________
 ET0111  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 ET0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0111
 ET0111.The horizontal coordinates were scaled from a topographic map and have
 ET0111.an estimated accuracy of +/- 6 seconds.
 ET0111
 ET0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0111.The vertical order pertains to the NGVD 29 superseded value.
 ET0111
 ET0111.The geoid height was determined by GEOID03.
 ET0111
 ET0111;                    North         East    Units  Estimated Accuracy
 ET0111;SPC AZ C     -   436,770.      186,540.      MT  (+/- 180 meters Scaled)
 ET0111
 ET0111                          SUPERSEDED SURVEY CONTROL
 ET0111
 ET0111  NGVD 29 (??/??/92) 1345.545  (m)         4414.51   (f) ADJ UNCH    2 0
 ET0111
 ET0111.Superseded values are not recommended for survey control.
 ET0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0111.See file dsdata.txt to determine how the superseded data were derived.
 ET0111
 ET0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD894668(NAD 83)
 ET0111_MARKER: DB = BENCH MARK DISK
 ET0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0111_STAMPING: J 98 1935
 ET0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0111+STABILITY: SURFACE MOTION
 ET0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0111+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 ET0111
 ET0111  HISTORY     - Date     Condition        Report By
 ET0111  HISTORY     - 1935     MONUMENTED       CGS
 ET0111  HISTORY     - 20010511 GOOD             NGS
 ET0111
 ET0111                          STATION DESCRIPTION
 ET0111
 ET0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0111'4.7 MI N FROM PERKINSVILLE.
 ET0111'4.7 MI. N. ALONG ROAD TO WILLIAMS. 0.5 MI. S. OF A WOODEN BRIDGE, 1.5
 ET0111'MI. N. OF A CATTLE GUARD CROSSING ROAD, 0.5 MI. N. OF A GALVANIZED
 ET0111'IRON CULVERT AT THE HEAD OF A SMALL HOLLOW FROM THE S.W. OF THE TOP OF
 ET0111'RISE OVER WHICH ROAD TRAVELS AND 33 FT. W. OF THE CENTER LINE OF
 ET0111'HIGHWAY.
 ET0111
 ET0111                          STATION RECOVERY (2001)
 ET0111
 ET0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0818 ***********************************************************************
 DW0818  DESIGNATION -  J 99
 DW0818  PID         -  DW0818
 DW0818  STATE/COUNTY-  AZ/LA PAZ
 DW0818  USGS QUAD   -  BOUSE (1990)
 DW0818
 DW0818                         *CURRENT SURVEY CONTROL
 DW0818  ___________________________________________________________________
 DW0818* NAD 83(1992)-  33 56 00.88816(N)    114 00 21.79000(W)     ADJUSTED  
 DW0818* NAVD 88     -       288.66   (+/-2cm)     947.0    (feet)  VERTCON   
 DW0818  ___________________________________________________________________
 DW0818  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DW0818  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DW0818  HORZ ORDER  -  SECOND
 DW0818  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0818
 DW0818.The horizontal coordinates were established by classical geodetic methods
 DW0818.and adjusted by the National Geodetic Survey in August 1993.
 DW0818
 DW0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0818.The vertical order pertains to the NGVD 29 superseded value.
 DW0818
 DW0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0818
 DW0818.The geoid height was determined by GEOID03.
 DW0818
 DW0818;                    North         East     Units Scale Factor Converg.
 DW0818;SPC AZ W     -   325,327.538   189,687.772   MT  0.99994024   -0 08 34.6
 DW0818;SPC AZ W     - 1,067,347.57    622,335.21   iFT  0.99994024   -0 08 34.6
 DW0818;UTM  11      - 3,758,830.064   776,747.361   MT  1.00054426   +1 40 20.6
 DW0818;UTM  12      - 3,758,862.812   222,133.265   MT  1.00055192   -1 40 44.9
 DW0818
 DW0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0818!SPC AZ W     -   0.99995956  x   0.99994024  =   0.99989980
 DW0818!UTM  11      -   0.99995956  x   1.00054426  =   1.00050380
 DW0818!UTM  12      -   0.99995956  x   1.00055192  =   1.00051146
 DW0818
 DW0818                          SUPERSEDED SURVEY CONTROL
 DW0818
 DW0818  NAD 83(1986)-  33 56 00.88643(N)    114 00 21.79982(W) AD(       ) 2
 DW0818  NAD 27      -  33 56 00.80100(N)    114 00 19.01400(W) AD(       ) 2
 DW0818  NGVD 29 (??/??/??)  288.033  (m)          944.99   (f) ADJUSTED    1 2
 DW0818
 DW0818.Superseded values are not recommended for survey control.
 DW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0818.See file dsdata.txt to determine how the superseded data were derived.
 DW0818
 DW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7674758830(NAD 83)
 DW0818_MARKER: DB = BENCH MARK DISK
 DW0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0818_SP_SET: CONCRETE BASE
 DW0818_STAMPING: J 99 1935
 DW0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0818+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DW0818
 DW0818  HISTORY     - Date     Condition        Report By
 DW0818  HISTORY     - 1935     MONUMENTED       CGS
 DW0818  HISTORY     - 1949     GOOD             CGS
 DW0818  HISTORY     - 1949     GOOD             NGS
 DW0818  HISTORY     - 19870430 GOOD             USGS
 DW0818  HISTORY     - 20060219 GOOD             USPSQD
 DW0818  HISTORY     - 20071019 GOOD             GEOCAC
 DW0818
 DW0818                          STATION DESCRIPTION
 DW0818
 DW0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DW0818'AT BOUSE.
 DW0818'AT BOUSE, YUMA COUNTY, ABOUT 76 YARDS (9 1/2 RAILS) WEST OF
 DW0818'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION WINDOW, 10 FEET
 DW0818'NORTH OF MILEPOST 80, ABOUT 24 YARDS SOUTH OF A WATER TANK, IN
 DW0818'THE TOP OF THE WEST CONCRETE BASE OF AN ABANDONED WATER TANK,
 DW0818'AND 34 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK.
 DW0818'A STANDARD DISK, STAMPED J 99 1935.
 DW0818
 DW0818                          STATION RECOVERY (1949)
 DW0818
 DW0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 DW0818'THE STATION MARK IS A USC AND GS BENCH MARK SET IN THE NORTHWEST
 DW0818'CORNER OF AN ABANDONED CONCRETE ENGINE FOUNDATION 20 FEET WEST
 DW0818'OF THE WEST RAIL OF THE SANTE FE RAILROAD, 10 FEET NORTH OF
 DW0818'RAILROAD MILE POST 80, 3 FEET SOUTH OF A WHITE WITNESS POST,
 DW0818'PROJECTS 8 INCHES AND STAMPED, J 99 1935.
 DW0818
 DW0818                          STATION RECOVERY (1949)
 DW0818
 DW0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DW0818'RECOVERED IN GOOD CONDITION.
 DW0818
 DW0818                          STATION RECOVERY (1987)
 DW0818
 DW0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (IMK)
 DW0818'RECOVERED IN GOOD CONDITION.
 DW0818
 DW0818                          STATION RECOVERY (2006)
 DW0818
 DW0818'RECOVERY NOTE BY US POWER SQUADRON 2006
 DW0818'RECOVERED IN GOOD CONDITION.
 DW0818
 DW0818                          STATION RECOVERY (2007)
 DW0818
 DW0818'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DW0818'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DW0818'THE DESCRIPTION - THE MARK IS 48.0 FEET SOUTHWEST FROM MILE POST 80,
 DW0818'AND THE WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1539 ***********************************************************************
 DA1539  DESIGNATION -  J C GREENWAY MEMORIAL CROSS
 DA1539  PID         -  DA1539
 DA1539  STATE/COUNTY-  AZ/PIMA
 DA1539  USGS QUAD   -  CHICO SHUNIE (1990)
 DA1539
 DA1539                         *CURRENT SURVEY CONTROL
 DA1539  ___________________________________________________________________
 DA1539* NAD 83(1992)-  32 21 52.24387(N)    112 52 43.06718(W)     ADJUSTED  
 DA1539* NAVD 88     -              **(meters)            **(feet)            
 DA1539  ___________________________________________________________________
 DA1539  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DA1539  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1539  HORZ ORDER  -  THIRD
 DA1539
 DA1539.The horizontal coordinates were established by classical geodetic methods
 DA1539.and adjusted by the National Geodetic Survey in August 1993.
 DA1539
 DA1539
 DA1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1539
 DA1539.The geoid height was determined by GEOID03.
 DA1539
 DA1539;                    North         East     Units Scale Factor Converg.
 DA1539;SPC AZ C     -   151,690.580   122,829.761   MT  1.00000103   -0 30 53.9
 DA1539;SPC AZ C     -   497,672.51    402,984.78   iFT  1.00000103   -0 30 53.9
 DA1539;UTM  12      - 3,582,391.795   323,245.356   MT  0.99998528   -1 00 21.2
 DA1539
 DA1539                          SUPERSEDED SURVEY CONTROL
 DA1539
 DA1539  NAD 83(1986)-  32 21 52.23113(N)    112 52 43.07080(W) AD(       ) 4
 DA1539  NAD 27      -  32 21 52.02100(N)    112 52 40.51600(W) AD(       ) 3
 DA1539
 DA1539.Superseded values are not recommended for survey control.
 DA1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1539.See file dsdata.txt to determine how the superseded data were derived.
 DA1539
 DA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2324582392(NAD 83)
 DA1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1539+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 DA1539
 DA1539  HISTORY     - Date     Condition        Report By
 DA1539  HISTORY     - UNK      MONUMENTED
 DA1539  HISTORY     - 20060117 GOOD             USPSQD
 DA1539
 DA1539                          STATION DESCRIPTION
 DA1539
 DA1539'DESCRIBED UNK
 DA1539'RECOVERED AS DESCRIBED.
 DA1539
 DA1539                          STATION RECOVERY (2006)
 DA1539
 DA1539'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 DA1539'J C GREENWAY MEMORIAL CROSS IS ON CAMELBACK PEAK IN AJO, AZ
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7530 ***********************************************************************
 DK7530  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7530  DESIGNATION -  J6
 DK7530  PID         -  DK7530
 DK7530  STATE/COUNTY-  AZ/COCHISE
 DK7530  USGS QUAD   -  MESCAL (1983)
 DK7530
 DK7530                         *CURRENT SURVEY CONTROL
 DK7530  ___________________________________________________________________
 DK7530* NAD 83(2007)-  31 55 52.41053(N)    110 25 39.91817(W)     ADJUSTED  
 DK7530* NAVD 88     -      1373.87   (meters)    4507.4    (feet)  GPS OBS   
 DK7530  ___________________________________________________________________
 DK7530  EPOCH DATE  -        2007.00
 DK7530  X           -  -1,891,455.181 (meters)                     COMP
 DK7530  Y           -  -5,078,438.498 (meters)                     COMP
 DK7530  Z           -   3,354,673.574 (meters)                     COMP
 DK7530  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DK7530  ELLIP HEIGHT-        1346.063 (meters)          (11/28/08) ADJUSTED
 DK7530  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DK7530  HORZ ORDER  -  B
 DK7530  ELLP ORDER  -  FOURTH    CLASS II
 DK7530
 DK7530.The horizontal coordinates were established by GPS observations
 DK7530.and adjusted by the National Geodetic Survey in November 2008.
 DK7530
 DK7530.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7530.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7530.The horizontal coordinates are valid at the epoch date displayed above.
 DK7530.The epoch date for horizontal control is a decimal equivalence
 DK7530.of Year/Month/Day.
 DK7530
 DK7530.The orthometric height was determined by GPS observations and a
 DK7530.high-resolution geoid model.
 DK7530.The orthometric height was determined by GPS observations and a
 DK7530.high-resolution geoid model using precise GPS observation and
 DK7530.processing techniques.
 DK7530
 DK7530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7530
 DK7530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7530
 DK7530.The ellipsoidal height was determined by GPS observations
 DK7530.and is referenced to NAD 83.
 DK7530
 DK7530.The geoid height was determined by GEOID03.
 DK7530
 DK7530;                    North         East     Units Scale Factor Converg.
 DK7530;SPC AZ E     -   103,271.352   188,672.972   MT  0.99990751   -0 08 17.1
 DK7530;SPC AZ E     -   338,816.77    619,005.81   iFT  0.99990751   -0 08 17.1
 DK7530;UTM  12      - 3,532,955.433   554,092.301   MT  0.99963608   +0 18 09.6
 DK7530
 DK7530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7530!SPC AZ E     -   0.99978869  x   0.99990751  =   0.99969622
 DK7530!UTM  12      -   0.99978869  x   0.99963608  =   0.99942484
 DK7530
 DK7530                          SUPERSEDED SURVEY CONTROL
 DK7530
 DK7530.No superseded survey control is available for this station.
 DK7530
 DK7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5409232955(NAD 83)
 DK7530_MARKER: DD = SURVEY DISK
 DK7530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7530_STAMPING: J6 2005
 DK7530_MARK LOGO: AZ-003
 DK7530_PROJECTION: FLUSH
 DK7530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7530+STABILITY: SURFACE MOTION
 DK7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7530+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7530
 DK7530  HISTORY     - Date     Condition        Report By
 DK7530  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7530
 DK7530                          STATION DESCRIPTION
 DK7530
 DK7530'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7530'ON INTERSTATE 10 TRAVELING WEST FROM BENSON ARIZONA TAKE EXIT 297, AND
 DK7530'TRAVEL SOUTH ON J6 RANCH ROAD FOR APPROXIMATELY 1.1 MI (1.8 KM) TO A
 DK7530'CATTLEGUARD AND A DIRT ROAD THAT CONTINUES SOUTHEAST, TRAVEL ON SAID
 DK7530'ROAD ANOTHER 1.23 MI (2.0 KM) TO A CATTLEGUARD AND A DIRT ROAD ON THE
 DK7530'RIGHT SIDE, CONTINUE ON DIRT ROAD FOR.07 MILE TO THE STATION.
 DK7530' 
 DK7530'THE STATION IS LOCATED APPROXIMATELY 40 FEET SOUTH OF THE DIRT ROAD ON
 DK7530'TOP OF SMALL HILL.
 DK7530' 
 DK7530'THE STATION IS A 3 INCH BRASS DISK STAMPED J6 2005. IT IS A COCHISE
 DK7530'COUNTY HIGHWAY AND FLOODPLAIN DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0048 ***********************************************************************
 ES0048  DESIGNATION -  JACK
 ES0048  PID         -  ES0048
 ES0048  STATE/COUNTY-  AZ/NAVAJO
 ES0048  USGS QUAD   -  APACHE BUTTE (1986)
 ES0048
 ES0048                         *CURRENT SURVEY CONTROL
 ES0048  ___________________________________________________________________
 ES0048* NAD 83(1992)-  34 58 03.84880(N)    110 25 56.27558(W)     ADJUSTED  
 ES0048* NAVD 88     -      1507.134  (meters)    4944.66   (feet)  ADJUSTED  
 ES0048  ___________________________________________________________________
 ES0048  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 ES0048  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0048  DYNAMIC HT  -        1505.118 (meters)    4938.04  (feet)  COMP
 ES0048  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 ES0048
 ES0048  HORZ ORDER  -  SECOND
 ES0048  VERT ORDER  -  FIRST     CLASS II
 ES0048
 ES0048.The horizontal coordinates were established by classical geodetic methods
 ES0048.and adjusted by the National Geodetic Survey in August 1993.
 ES0048
 ES0048.The orthometric height was determined by differential leveling
 ES0048.and adjusted in June 1991.
 ES0048.WARNING-Repeat measurements at this control monument indicate possible
 ES0048.vertical movement.
 ES0048
 ES0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0048
 ES0048.The geoid height was determined by GEOID03.
 ES0048
 ES0048.The dynamic height is computed by dividing the NAVD 88
 ES0048.geopotential number by the normal gravity value computed on the
 ES0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0048.degrees latitude (g = 980.6199 gals.).
 ES0048
 ES0048.The modeled gravity was interpolated from observed gravity values.
 ES0048
 ES0048;                    North         East     Units Scale Factor Converg.
 ES0048;SPC AZ E     -   440,027.398   189,103.813   MT  0.99990725   -0 09 08.1
 ES0048;SPC AZ E     - 1,443,659.44    620,419.33   iFT  0.99990725   -0 09 08.1
 ES0048;UTM  12      - 3,869,612.241   551,824.296   MT  0.99963310   +0 19 31.3
 ES0048
 ES0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0048!SPC AZ E     -   0.99976728  x   0.99990725  =   0.99967455
 ES0048!UTM  12      -   0.99976728  x   0.99963310  =   0.99940046
 ES0048
 ES0048|---------------------------------------------------------------------|
 ES0048| PID    Reference Object                     Distance      Geod. Az  |
 ES0048|                                                           dddmmss.s |
 ES0048| ES0049 JACK RM 1                            29.993 METERS 12312     |
 ES0048| ES0047 JACK RM 2                            25.595 METERS 22911     |
 ES0048| CD3044 HIGHWAY 66 STA 1824+02 4937.72                     2825208.6 |
 ES0048|---------------------------------------------------------------------|
 ES0048
 ES0048                          SUPERSEDED SURVEY CONTROL
 ES0048
 ES0048  NAD 83(1986)-  34 58 03.84302(N)    110 25 56.27783(W) AD(       ) 2
 ES0048  NAD 27      -  34 58 03.75630(N)    110 25 53.82280(W) AD(       ) 2
 ES0048  NGVD 29 (??/??/92) 1506.382  (m)         4942.19   (f) ADJ UNCH    1 2
 ES0048
 ES0048.Superseded values are not recommended for survey control.
 ES0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0048.See file dsdata.txt to determine how the superseded data were derived.
 ES0048
 ES0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5182469612(NAD 83)
 ES0048_MARKER: DS = TRIANGULATION STATION DISK
 ES0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0048_STAMPING: JACK 1959
 ES0048_MARK LOGO: CGS   
 ES0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0048+STABILITY: SURFACE MOTION
 ES0048
 ES0048  HISTORY     - Date     Condition        Report By
 ES0048  HISTORY     - 1959     MONUMENTED       CGS
 ES0048  HISTORY     - 1959     GOOD             CGS
 ES0048  HISTORY     - 1983     GOOD             NGS
 ES0048
 ES0048                          STATION DESCRIPTION
 ES0048
 ES0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0048'THE STATION IS LOCATED 5.5 MILES WEST OF JOSEPH CITY AND
 ES0048'1.3 MILES WEST OF THE BRIDGE OVER MANILA WASH, ON THE
 ES0048'SOUTH SIDE OF U.S. HIGHWAY 66 AND NORTH OF THE SANTA FE
 ES0048'RAILROAD TRACKS, ABOUT 0.05 MILE SOUTHWEST OF THE JACK RABBIT
 ES0048'TRADING POST.
 ES0048'
 ES0048'TO REACH THE STATION FROM THE POST OFFICE AT JOSEPH CITY, GO
 ES0048'WEST ON U.S. HIGHWAY 66 FOR 5.7 MILES TO A WIRE GATE ON THE
 ES0048'LEFT, GO THROUGH THE GATE AND FOLLOW THE RAILROAD RIGHT-OF-WAY
 ES0048'FENCE EASTWARD FOR 0.2 MILE TO THE STATION.
 ES0048'
 ES0048'THE STATION MARK IS A STANDARD DISK STAMPED JACK 1959, SET
 ES0048'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS
 ES0048'64 FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, 56 FEET NORTH
 ES0048'OF THE RAILROAD RIGHT-OF-WAY FENCE AND 25.6 FEET SOUTHWEST OF
 ES0048'A WITNESS POST.
 ES0048'
 ES0048'R.M. 1 IS A STANDARD DISK STAMPED JACK NO 1 1959, SET IN A
 ES0048'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 3.2
 ES0048'FEET NORTH OF THE RAILROAD FENCE.
 ES0048'
 ES0048'R.M. 2 IS A STANDARD DISK STAMPED JACK NO 2 1959, SET IN A
 ES0048'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 1.5
 ES0048'FEET NORTH OF THE RAILROAD FENCE.
 ES0048'
 ES0048'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 ES0048'493772 1824+02 1932, SET IN A DRILL HOLE IN THE CONCRETE NORTH
 ES0048'CURBING OF A BRIDGE SPANNING A CATTLE UNDERPASS.  REACHED
 ES0048'FROM THE STATION BY GOING WESTERLY ON U.S. HIGHWAY 66 FOR
 ES0048'0.8 MILE TO THE BRIDGE AND THE MARK ON THE RIGHT.
 ES0048
 ES0048                          STATION RECOVERY (1959)
 ES0048
 ES0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0048'5.5 MI W FROM JOSEPH CITY.
 ES0048'5.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0048'CITY, ABOUT 0.05 MILE SOUTHWEST OF THE JACK RABBIT TRADING POST, 64
 ES0048'FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, 56 FEET NORTH OF THE
 ES0048'RAILROAD RIGHT-OF-WAY FENCE, 25.6 FEET SOUTHWEST OF THE WITNESS POST,
 ES0048'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 ES0048
 ES0048                          STATION RECOVERY (1983)
 ES0048
 ES0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2263 ***********************************************************************
 CZ2263  DESIGNATION -  JACK
 CZ2263  PID         -  CZ2263
 CZ2263  STATE/COUNTY-  AZ/PINAL
 CZ2263  USGS QUAD   -  VAIVA VO (1993)
 CZ2263
 CZ2263                         *CURRENT SURVEY CONTROL
 CZ2263  ___________________________________________________________________
 CZ2263* NAD 83(1992)-  32 40 02.26186(N)    111 53 23.30816(W)     ADJUSTED  
 CZ2263* NAVD 88     -       800.1    (meters)    2625.     (feet)  VERTCON   
 CZ2263  ___________________________________________________________________
 CZ2263  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CZ2263  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ2263  HORZ ORDER  -  FIRST
 CZ2263
 CZ2263.The horizontal coordinates were established by classical geodetic methods
 CZ2263.and adjusted by the National Geodetic Survey in August 1993.
 CZ2263
 CZ2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2263
 CZ2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2263
 CZ2263.The geoid height was determined by GEOID03.
 CZ2263
 CZ2263;                    North         East     Units Scale Factor Converg.
 CZ2263;SPC AZ C     -   184,858.062   215,879.172   MT  0.99990008   +0 00 52.2
 CZ2263;SPC AZ C     -   606,489.70    708,265.00   iFT  0.99990008   +0 00 52.2
 CZ2263;UTM  12      - 3,614,753.925   416,565.882   MT  0.99968584   -0 28 49.1
 CZ2263
 CZ2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2263!SPC AZ C     -   0.99987917  x   0.99990008  =   0.99977926
 CZ2263!UTM  12      -   0.99987917  x   0.99968584  =   0.99956504
 CZ2263
 CZ2263:                Primary Azimuth Mark                     Grid Az
 CZ2263:SPC AZ C     -  STA 1 OF A5                              018 21 24.3
 CZ2263:UTM  12      -  STA 1 OF A5                              018 51 05.6
 CZ2263
 CZ2263|---------------------------------------------------------------------|
 CZ2263| PID    Reference Object                     Distance      Geod. Az  |
 CZ2263|                                                           dddmmss.s |
 CZ2263| CZ2268 STA 1 OF A5                         APPROX. 2.6 KM 0182216.5 |
 CZ2263| CH5768 JACK RM 1                             3.110 METERS 07318     |
 CZ2263| CH5769 JACK RM 2                             3.173 METERS 19056     |
 CZ2263| CH5767 JACK AZ MK                                         3101423.8 |
 CZ2263|---------------------------------------------------------------------|
 CZ2263
 CZ2263                          SUPERSEDED SURVEY CONTROL
 CZ2263
 CZ2263  NAD 83(1986)-  32 40 02.25506(N)    111 53 23.30784(W) AD(       ) 1
 CZ2263  NAD 27      -  32 40 02.04300(N)    111 53 20.84500(W) AD(       ) 1
 CZ2263  NGVD 29 (07/19/86)  799.5    (m)         2623.     (f) VERT ANG    3  
 CZ2263
 CZ2263.Superseded values are not recommended for survey control.
 CZ2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2263.See file dsdata.txt to determine how the superseded data were derived.
 CZ2263
 CZ2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1656614754(NAD 83)
 CZ2263_MARKER: DS = TRIANGULATION STATION DISK
 CZ2263_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2263
 CZ2263  HISTORY     - Date     Condition        Report By
 CZ2263  HISTORY     - 1936     MONUMENTED       CGS
 CZ2263  HISTORY     - 1966     GOOD             DMA
 CZ2263
 CZ2263                          STATION DESCRIPTION
 CZ2263
 CZ2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2263'ON THE PAPAGO INDIAN RESERVATION, IN SEC. 6, T. 9 S., R. 5 E.,
 CZ2263'ABOUT 4 MILES NORTH OF JACK RABBIT STORE, ON THE SANTA ROSA
 CZ2263'ROAD, ABOUT 14-1/2 MILES SOUTH AND 8 MILES WEST OF CASA GRANDE,
 CZ2263'AND ABOUT 2-1/2 MILES WEST, AIR LINE, OF THE CASA GRANDE-SANTA
 CZ2263'ROSA HIGHWAY, ON THE HIGHEST OF A GROUP OF MOUNTAINS KNOWN
 CZ2263'AS SILVER REEF MOUNTAINS, ON A TWIN PEAK MOUNTAIN, THE PEAK TO
 CZ2263'THE SOUTHWEST OF THE STATION BEING A LITTLE HIGHER THAN THE
 CZ2263'PEAK ON WHICH THE STATION IS LOCATED.  THE WEST SIDE OF THE
 CZ2263'MOUNTAIN IS A SHEER CLIFF FOR ABOUT 500 FEET.  MARKED BY A
 CZ2263'STANDARD BRONZE DISK .  REFERENCE
 CZ2263'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 CZ2263'3.110 METERS (10.20 FEET) FROM STATION N 73 DEG 18 MIN E.
 CZ2263'DEG 18 MIN.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ2263'DISK IS 3.173 METERS (10.41 FEET) FROM STATION
 CZ2263'S 11 DEG 01 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE
 CZ2263'DISK IS WEST OF THE STATION ON A ROCKY HILL,
 CZ2263'100 YARDS WEST OF A WASH THAT EXTENDS NORTHWEST IN THE
 CZ2263'LOWLANDS WEST OF THE STATION, 75 YARDS WEST OF THE ROAD
 CZ2263'TO THE STATION AND A GIANT SAGUARO WITH A TRIANGULAR
 CZ2263'BLAZE, AND 0.7 MILE FROM STATION S 49 DEG 46 MIN E.
 CZ2263
 CZ2263                          STATION RECOVERY (1966)
 CZ2263
 CZ2263'RECOVERY NOTE BY DEFENSE MAP AGENCY 1966 (RCC)
 CZ2263'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 CZ2263'CONDITION.  THE DISTANCES WERE CHECKED AND FOUND TO BE GOOD.
 CZ2263'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE STATION WAS REACHED
 CZ2263'BY DRIVING WEST ACROSS COUNTRY FROM THE CASA GRANDE-SANTA ROSA
 CZ2263'SLOPE.  THE STATION IS LOCATED ON THE HIGHEST OF A GROUP OF
 CZ2263'MOUNTAINS NAMED THE TAT MOMOLI MOUNTAINS AND NOT THE SILVER REEF
 CZ2263'MOUNTAINS AS STATED IN THE DESCRIPTION. (REF. USGS AND STATE
 CZ2263'HWY. DEPT. MAPS).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0526 ***********************************************************************
 GP0526  DESIGNATION -  JACK
 GP0526  PID         -  GP0526
 GP0526  STATE/COUNTY-  AZ/COCONINO
 GP0526  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0526
 GP0526                         *CURRENT SURVEY CONTROL
 GP0526  ___________________________________________________________________
 GP0526* NAD 83(1992)-  36 41 50.74129(N)    111 37 58.22805(W)     ADJUSTED  
 GP0526* NAVD 88     -      2029.1    (meters)    6657.     (feet)  VERTCON   
 GP0526  ___________________________________________________________________
 GP0526  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 GP0526  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GP0526  HORZ ORDER  -  THIRD
 GP0526
 GP0526.The horizontal coordinates were established by classical geodetic methods
 GP0526.and adjusted by the National Geodetic Survey in August 1993.
 GP0526
 GP0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0526
 GP0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0526
 GP0526.The geoid height was determined by GEOID03.
 GP0526
 GP0526;                    North         East     Units Scale Factor Converg.
 GP0526;SPC AZ C     -   631,933.138   238,721.031   MT  0.99990792   +0 10 10.6
 GP0526;SPC AZ C     - 2,073,271.45    783,205.48   iFT  0.99990792   +0 10 10.6
 GP0526;UTM  12      - 4,061,494.514   443,469.629   MT  0.99963937   -0 22 41.5
 GP0526
 GP0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0526!SPC AZ C     -   0.99968529  x   0.99990792  =   0.99959323
 GP0526!UTM  12      -   0.99968529  x   0.99963937  =   0.99932477
 GP0526
 GP0526:                Primary Azimuth Mark                     Grid Az
 GP0526:SPC AZ C     -  BITTER                                   185 57 11.6
 GP0526:UTM  12      -  BITTER                                   186 30 03.7
 GP0526
 GP0526|---------------------------------------------------------------------|
 GP0526| PID    Reference Object                     Distance      Geod. Az  |
 GP0526|                                                           dddmmss.s |
 GP0526| GP0618 BITTER                              APPROX. 9.8 KM 1860722.2 |
 GP0526|---------------------------------------------------------------------|
 GP0526
 GP0526                          SUPERSEDED SURVEY CONTROL
 GP0526
 GP0526  NAD 83(1986)-  36 41 50.73852(N)    111 37 58.22564(W) AD(       ) 3
 GP0526  NGVD 29 (05/08/89) 2028.1    (m)         6654.     (f) VERT ANG    3  
 GP0526
 GP0526.Superseded values are not recommended for survey control.
 GP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0526.See file dsdata.txt to determine how the superseded data were derived.
 GP0526
 GP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4347061495(NAD 83)
 GP0526_MARKER: DD = SURVEY DISK
 GP0526_SETTING: 80 = SET IN A BOULDER
 GP0526_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GP0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0526+STABILITY: SURFACE MOTION
 GP0526
 GP0526  HISTORY     - Date     Condition        Report By
 GP0526  HISTORY     - 1954     MONUMENTED       USGS
 GP0526
 GP0526                          STATION DESCRIPTION
 GP0526
 GP0526'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0526'LOCATED ABOUT 25 MI NNW. OF CEDAR RIDGE TRADING POST, 8 MI S. OF
 GP0526'NAVAJO BRIDGE.  ON NORTHERNMOST AND HIGHEST OF TWO PROMINENT TWIN
 GP0526'CRAGS ON ECHO CLIFFS, DIRECTLY ABOVE HEAD OF JACKASS CREEK.
 GP0526'
 GP0526'REACHED BY HELICOPTER.  THERE ARE SEVERAL TRACK RDS. ABOUT 2 MI
 GP0526'E. OF STATION.  THE ONLY ROUTE OF ASCENT IS UP STEEP CREVICE,
 GP0526'PARTIALLY BLOCKED BY TWO TREES, WHICH SLOPES UP TO TOP FROM E.
 GP0526'
 GP0526'STATION MARK--STANDARD TABLET STAMPED---JACK 1954---, CEMENTED IN
 GP0526'DRILL HOLE IN SOLID SANDSTONE TOP.
 GP0526'
 GP0526'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2239 ***********************************************************************
 DV2239  DESIGNATION -  JACK
 DV2239  PID         -  DV2239
 DV2239  STATE/COUNTY-  AZ/MARICOPA
 DV2239  USGS QUAD   -  PERRYVILLE (1982)
 DV2239
 DV2239                         *CURRENT SURVEY CONTROL
 DV2239  ___________________________________________________________________
 DV2239* NAD 83(2007)-  33 27 44.81426(N)    112 28 42.67653(W)     NO CHECK  
 DV2239* NAVD 88     -       333.2    (meters)    1093.     (feet)  VERTCON   
 DV2239  ___________________________________________________________________
 DV2239  EPOCH DATE  -        2007.00
 DV2239  X           -  -2,036,564.237 (meters)                     COMP
 DV2239  Y           -  -4,921,918.932 (meters)                     COMP
 DV2239  Z           -   3,497,027.448 (meters)                     COMP
 DV2239  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DV2239  ELLIP HEIGHT-         302.900 (meters)          (02/10/07) NO CHECK
 DV2239  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV2239
 DV2239  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2239  Type    PID    Designation                      North   East  Ellip
 DV2239  -------------------------------------------------------------------
 DV2239  NETWORK DV2239 JACK                              3.82   3.02   8.35
 DV2239  -------------------------------------------------------------------
 DV2239
 DV2239.The horizontal coordinates were established by GPS observations
 DV2239.and adjusted by the National Geodetic Survey in February 2007.
 DV2239
 DV2239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2239.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2239.No horizontal observational check was made to the station.
 DV2239.The horizontal coordinates are valid at the epoch date displayed above.
 DV2239.The epoch date for horizontal control is a decimal equivalence
 DV2239.of Year/Month/Day.
 DV2239
 DV2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2239
 DV2239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2239
 DV2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2239
 DV2239.The ellipsoidal height was determined by GPS observations
 DV2239.and is referenced to NAD 83.
 DV2239
 DV2239.The geoid height was determined by GEOID03.
 DV2239
 DV2239;                    North         East     Units Scale Factor Converg.
 DV2239;SPC AZ C     -   273,177.108   161,133.403   MT  0.99993362   -0 18 35.3
 DV2239;SPC AZ C     -   896,250.35    528,652.90   iFT  0.99993362   -0 18 35.3
 DV2239;UTM  12      - 3,703,533.553   362,601.706   MT  0.99983275   -0 48 55.3
 DV2239
 DV2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2239!SPC AZ C     -   0.99995245  x   0.99993362  =   0.99988607
 DV2239!UTM  12      -   0.99995245  x   0.99983275  =   0.99978521
 DV2239
 DV2239                          SUPERSEDED SURVEY CONTROL
 DV2239
 DV2239  ELLIP H (06/11/02)  302.941  (m)                       GP(       ) 4 2
 DV2239  NAD 83(1992)-  33 27 44.81235(N)    112 28 42.67621(W) AD(       ) 1
 DV2239  ELLIP H (08/23/93)  303.072  (m)                       GP(       ) 4 2
 DV2239  NAD 83(1986)-  33 27 44.80669(N)    112 28 42.68242(W) AD(       ) 1
 DV2239  NGVD 29 (09/11/89)  332.6    (m)         1091.     (f) GPS OBS     3  
 DV2239
 DV2239.Superseded values are not recommended for survey control.
 DV2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2239.See file dsdata.txt to determine how the superseded data were derived.
 DV2239
 DV2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6260203534(NAD 83)
 DV2239_MARKER: DD = SURVEY DISK
 DV2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2239+STABILITY: SURFACE MOTION
 DV2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2239+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 DV2239
 DV2239  HISTORY     - Date     Condition        Report By
 DV2239  HISTORY     - 1986     MONUMENTED       AZDT
 DV2239  HISTORY     - 20080407 GOOD             GEOCAC
 DV2239
 DV2239                          STATION DESCRIPTION
 DV2239
 DV2239'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2239'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) WEST-NORTHWEST OF
 DV2239'GOODYEAR, ARIZONA.
 DV2239'
 DV2239'TO REACH THE STATION, GO TO THE INTERSECTION OF INTERSTATE HWY. 10
 DV2239'AND JACKRABBIT TRAIL TO THE STATION IN THE MEDIAN ON THE EAST BANK.
 DV2239'
 DV2239'THE STATION IS A STANDARD AGS DISK
 DV2239'STAMPED---JACK 1986---,
 DV2239'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2239'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2239'1.07 METERS (3.5 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2239'1.07 METERS (3.5 FT) SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2239'3.35 METERS (11.0 FT) EAST FROM A CHAIN LINK FENCE,
 DV2239'10.82 METERS (35.5 FT) SOUTH FROM THE WESTBOUND GUARD RAIL ON
 DV2239'INTERSTATE HWY. 10,
 DV2239'16.76 METERS (55.0 FT) NORTH FROM THE CENTERLINE OF THE EASTBOUND
 DV2239'LANE OF INTERSTATE HWY. 10.
 DV2239'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2239'STAMPED---JACK 1986---,
 DV2239'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DV2239
 DV2239                          STATION RECOVERY (2008)
 DV2239
 DV2239'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5951 ***********************************************************************
 DG5951  DESIGNATION -  JACK
 DG5951  PID         -  DG5951
 DG5951  STATE/COUNTY-  AZ/COCONINO
 DG5951  USGS QUAD   -  NAVAJO BRIDGE (1985)
 DG5951
 DG5951                         *CURRENT SURVEY CONTROL
 DG5951  ___________________________________________________________________
 DG5951* NAD 83(2007)-  36 46 23.55248(N)    111 39 05.68391(W)     ADJUSTED  
 DG5951* NAVD 88     -      1176.6    (meters)    3860.     (feet)  GPS OBS   
 DG5951  ___________________________________________________________________
 DG5951  EPOCH DATE  -        2007.00
 DG5951  X           -  -1,887,615.333 (meters)                     COMP
 DG5951  Y           -  -4,755,061.262 (meters)                     COMP
 DG5951  Z           -   3,797,953.433 (meters)                     COMP
 DG5951  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG5951  ELLIP HEIGHT-        1153.351 (meters)          (02/10/07) ADJUSTED
 DG5951  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DG5951
 DG5951  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5951  Type    PID    Designation                      North   East  Ellip
 DG5951  -------------------------------------------------------------------
 DG5951  NETWORK DG5951 JACK                              0.49   0.39   2.31
 DG5951  -------------------------------------------------------------------
 DG5951
 DG5951.The horizontal coordinates were established by GPS observations
 DG5951.and adjusted by the National Geodetic Survey in February 2007.
 DG5951
 DG5951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5951.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5951.The horizontal coordinates are valid at the epoch date displayed above.
 DG5951.The epoch date for horizontal control is a decimal equivalence
 DG5951.of Year/Month/Day.
 DG5951
 DG5951.The orthometric height was determined by GPS observations and a
 DG5951.high-resolution geoid model.
 DG5951
 DG5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5951
 DG5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5951
 DG5951.The ellipsoidal height was determined by GPS observations
 DG5951.and is referenced to NAD 83.
 DG5951
 DG5951.The geoid height was determined by GEOID03.
 DG5951
 DG5951;                    North         East     Units Scale Factor Converg.
 DG5951;SPC AZ C     -   640,337.139   237,023.460   MT  0.99990690   +0 09 31.3
 DG5951;SPC AZ C     - 2,100,843.63    777,636.02   iFT  0.99990690   +0 09 31.3
 DG5951;UTM  12      - 4,069,912.127   441,852.988   MT  0.99964165   -0 23 24.3
 DG5951
 DG5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5951!SPC AZ C     -   0.99981903  x   0.99990690  =   0.99972595
 DG5951!UTM  12      -   0.99981903  x   0.99964165  =   0.99946075
 DG5951
 DG5951                          SUPERSEDED SURVEY CONTROL
 DG5951
 DG5951  NAD 83(1992)-  36 46 23.55246(N)    111 39 05.68364(W) AD(       ) A
 DG5951  ELLIP H (06/28/04) 1153.360  (m)                       GP(       ) 3 2
 DG5951
 DG5951.Superseded values are not recommended for survey control.
 DG5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5951.See file dsdata.txt to determine how the superseded data were derived.
 DG5951
 DG5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4185369912(NAD 83)
 DG5951_MARKER: Z = SEE DESCRIPTION
 DG5951_SETTING: 66 = SET IN ROCK OUTCROP
 DG5951_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5951+STABILITY: POSITION/ELEVATION WELL
 DG5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5951+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5951
 DG5951  HISTORY     - Date     Condition        Report By
 DG5951  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5951
 DG5951                          STATION DESCRIPTION
 DG5951
 DG5951'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5951'HWY 89A 4 MILES SOUTH OF NAVAJO BRIDGE ON THE WAY TO BITTER SPRINGS
 DG5951'TURN  WEST ON DIRT ROAD AT WATER TANKS.
 DG5951' 
 DG5951'AFTER TANKS, VEER LEFT AND SOUTHWEST. STAY ON MAIN ROAD UNTIL GATE AND
 DG5951'FENCE ARE VISIBLE NEAR OVERLOOK. PARK AT FENCE AND PACK 150 METERS TO
 DG5951'POINT ON FLAT PROMONTORY ON HIKERS LEFT AND ON UPSTREAM SIDE OF
 DG5951'JACKASS CANYON.
 DG5951' 
 DG5951'MONUMENT IS A 5/8 INCH DIMPLED STAINLESS STEEL PIN CEMENTED INTO
 DG5951'BEDROCK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0049 ***********************************************************************
 ES0049  DESIGNATION -  JACK RM 1
 ES0049  PID         -  ES0049
 ES0049  STATE/COUNTY-  AZ/NAVAJO
 ES0049  USGS QUAD   -  APACHE BUTTE (1986)
 ES0049
 ES0049                         *CURRENT SURVEY CONTROL
 ES0049  ___________________________________________________________________
 ES0049* NAD 83(1986)-  34 58 04.     (N)    110 25 55.     (W)     SCALED    
 ES0049* NAVD 88     -      1507.16   (+/-2cm)    4944.7    (feet)  VERTCON   
 ES0049  ___________________________________________________________________
 ES0049  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0049
 ES0049.The horizontal coordinates were scaled from a topographic map and have
 ES0049.an estimated accuracy of +/- 6 seconds.
 ES0049
 ES0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0049.The vertical order pertains to the NGVD 29 superseded value.
 ES0049
 ES0049.The geoid height was determined by GEOID03.
 ES0049
 ES0049;                    North         East    Units  Estimated Accuracy
 ES0049;SPC AZ E     -   440,030.      189,140.      MT  (+/- 180 meters Scaled)
 ES0049
 ES0049                          SUPERSEDED SURVEY CONTROL
 ES0049
 ES0049  NGVD 29 (??/??/92) 1506.392  (m)         4942.22   (f) ADJ UNCH    2 0
 ES0049
 ES0049.Superseded values are not recommended for survey control.
 ES0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0049.See file dsdata.txt to determine how the superseded data were derived.
 ES0049
 ES0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD518696(NAD 83)
 ES0049_MARKER: DR = REFERENCE MARK DISK
 ES0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0049_STAMPING: JACK NO 1 1959
 ES0049_MARK LOGO: CGS   
 ES0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0049+STABILITY: SURFACE MOTION
 ES0049
 ES0049  HISTORY     - Date     Condition        Report By
 ES0049  HISTORY     - 1959     MONUMENTED       CGS
 ES0049  HISTORY     - 1983     GOOD             NGS
 ES0049
 ES0049                          STATION DESCRIPTION
 ES0049
 ES0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0049'5.5 MI W FROM JOSEPH CITY.
 ES0049'5.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0049'CITY, ABOUT 0.05 MILE SOUTHWEST OF THE JACK RABBIT TRADING POST, 98
 ES0049'FEET SOUTHEAST OF THE STATION, 3.2 FEET NORTH OF THE RAILROAD FENCE,
 ES0049'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 ES0049'INCHES.
 ES0049
 ES0049                          STATION RECOVERY (1983)
 ES0049
 ES0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0047 ***********************************************************************
 ES0047  DESIGNATION -  JACK RM 2
 ES0047  PID         -  ES0047
 ES0047  STATE/COUNTY-  AZ/NAVAJO
 ES0047  USGS QUAD   -  APACHE BUTTE (1986)
 ES0047
 ES0047                         *CURRENT SURVEY CONTROL
 ES0047  ___________________________________________________________________
 ES0047* NAD 83(1986)-  34 58 05.     (N)    110 25 57.     (W)     SCALED    
 ES0047* NAVD 88     -      1507.07   (+/-2cm)    4944.4    (feet)  VERTCON   
 ES0047  ___________________________________________________________________
 ES0047  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0047
 ES0047.The horizontal coordinates were scaled from a topographic map and have
 ES0047.an estimated accuracy of +/- 6 seconds.
 ES0047
 ES0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0047.The vertical order pertains to the NGVD 29 superseded value.
 ES0047
 ES0047.The geoid height was determined by GEOID03.
 ES0047
 ES0047;                    North         East    Units  Estimated Accuracy
 ES0047;SPC AZ E     -   440,060.      189,090.      MT  (+/- 180 meters Scaled)
 ES0047
 ES0047                          SUPERSEDED SURVEY CONTROL
 ES0047
 ES0047  NGVD 29 (??/??/92) 1506.300  (m)         4941.92   (f) ADJ UNCH    2 0
 ES0047
 ES0047.Superseded values are not recommended for survey control.
 ES0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0047.See file dsdata.txt to determine how the superseded data were derived.
 ES0047
 ES0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD518696(NAD 83)
 ES0047_MARKER: DR = REFERENCE MARK DISK
 ES0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0047_STAMPING: JACK NO 2 1959
 ES0047_MARK LOGO: CGS   
 ES0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0047+STABILITY: SURFACE MOTION
 ES0047
 ES0047  HISTORY     - Date     Condition        Report By
 ES0047  HISTORY     - 1959     MONUMENTED       CGS
 ES0047  HISTORY     - 1983     GOOD             NGS
 ES0047
 ES0047                          STATION DESCRIPTION
 ES0047
 ES0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0047'5.5 MI W FROM JOSEPH CITY.
 ES0047'5.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0047'CITY, ABOUT 0.05 MILE SOUTHWEST OF THE JACK RABBIT TRADING POST, 84
 ES0047'FEET SOUTHWEST OF THE STATION, 1.5 FEET NORTH OF THE RAILROAD FENCE,
 ES0047'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 ES0047'INCHES.
 ES0047
 ES0047                          STATION RECOVERY (1983)
 ES0047
 ES0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1227 ***********************************************************************
 CY1227  DESIGNATION -  JACKS
 CY1227  PID         -  CY1227
 CY1227  STATE/COUNTY-  AZ/GRAHAM
 CY1227  USGS QUAD   -  TANQUE (1966)
 CY1227
 CY1227                         *CURRENT SURVEY CONTROL
 CY1227  ___________________________________________________________________
 CY1227* NAD 83(1992)-  32 30 22.09589(N)    109 34 45.16336(W)     ADJUSTED  
 CY1227* NAVD 88     -      1162.3    (meters)    3813.     (feet)  VERTCON   
 CY1227  ___________________________________________________________________
 CY1227  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CY1227  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CY1227  HORZ ORDER  -  SECOND
 CY1227
 CY1227.The horizontal coordinates were established by classical geodetic methods
 CY1227.and adjusted by the National Geodetic Survey in August 1993.
 CY1227
 CY1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1227
 CY1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1227
 CY1227.The geoid height was determined by GEOID03.
 CY1227
 CY1227;                    North         East     Units Scale Factor Converg.
 CY1227;SPC AZ E     -   167,139.729   268,558.224   MT  0.99993756   +0 18 56.5
 CY1227;SPC AZ E     -   548,358.69    881,096.54   iFT  0.99993756   +0 18 56.5
 CY1227;UTM  12      - 3,597,428.868   633,464.399   MT  0.99981965   +0 45 49.1
 CY1227
 CY1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1227!SPC AZ E     -   0.99982176  x   0.99993756  =   0.99975933
 CY1227!UTM  12      -   0.99982176  x   0.99981965  =   0.99964144
 CY1227
 CY1227|---------------------------------------------------------------------|
 CY1227| PID    Reference Object                     Distance      Geod. Az  |
 CY1227|                                                           dddmmss.s |
 CY1227| CC6733 JACKS RM 1                           18.837 METERS 05222     |
 CY1227| CY1100 BADGER WM WINDMILL SE               APPROX. 9.7 KM 0745342.8 |
 CY1227| CC6734 JACKS RM 2                           19.045 METERS 15304     |
 CY1227| CC6732 JACKS AZ MK                                        2323359.7 |
 CY1227| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.30.0 KM 3021700.5 |
 CY1227|---------------------------------------------------------------------|
 CY1227
 CY1227                          SUPERSEDED SURVEY CONTROL
 CY1227
 CY1227  NAD 83(1986)-  32 30 22.09143(N)    109 34 45.15939(W) AD(       ) 2
 CY1227  NAD 27      -  32 30 21.84300(N)    109 34 42.91000(W) AD(       ) 2
 CY1227  NGVD 29 (07/19/86) 1161.6    (m)         3811.     (f) VERT ANG    3  
 CY1227
 CY1227.Superseded values are not recommended for survey control.
 CY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1227.See file dsdata.txt to determine how the superseded data were derived.
 CY1227
 CY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3346497429(NAD 83)
 CY1227_MARKER: DD = SURVEY DISK
 CY1227_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CY1227
 CY1227  HISTORY     - Date     Condition        Report By
 CY1227  HISTORY     - 1945     MONUMENTED       USSES
 CY1227
 CY1227                          STATION DESCRIPTION
 CY1227
 CY1227'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1227'STATION IS LOCATED 24 MILES (AIR LINE) SSE OF SAFFORD, 13-1/2
 CY1227'MILES N OF THE GRAHAM-COCHISE COUNTY LINE, 5 MILES E OF U.S.
 CY1227'HIGHWAY 666, AND 2-3/4 MILES W OF THE GLOBE DIVISION OF THE
 CY1227'SOUTHERN PACIFIC CO. RAILROAD.
 CY1227'
 CY1227'TO REACH THE STATION FROM THE BUENA VISTA HOTEL IN SAFFORD,
 CY1227'GO S AND E ON U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION OF
 CY1227'U.S. HIGHWAYS 70 AND 666.  TURN RIGHT (S) ON HIGHWAY 666 AND
 CY1227'GO 19.9 MILES TO A CATTLE GUARD ABOUT 50 YARDS AFTER THE
 CY1227'END OF THE PAVEMENT.  CONTINUE AHEAD ON HIGHWAY 666 FOR 6.0
 CY1227'MILES TO A TIN SHED ON THE RIGHT SIDE OF THE ROAD WHERE
 CY1227'THE HIGHWAY TURNS LEFT.  CONTINUE AHEAD FOR 0.8 MILE TO WHERE A
 CY1227'TRACK ROAD TURNS OFF LEFT AT SIGN TANKS 23-22.  (THIS POINT
 CY1227'IS 1.9 MILES N OF THE GRAHAM-COCHISE COUNTY LINE.) TURN
 CY1227'LEFT OFF U.S. HIGHWAY 666 AND FOLLOW THE TRACK ROAD E FOR
 CY1227'0.75 MILE TO CORRALS.  CONTINUE ON MAIN ROAD TO THE RIGHT
 CY1227'OF THE CORRALS FOR 1.55 MILES TO A GATE.  PASS THROUGH THE
 CY1227'GATE AND CONTINUE ON THE MAIN ROAD FOR 0.4 MILE TO A FORK.
 CY1227'(A SIGN TANK 22 POINTS TO THE RIGHT FORK.) TAKE THE
 CY1227'LEFT FORK AND GO 3.0 MILES TO A T-INTERSECTION.  TURN LEFT
 CY1227'(N) AND GO 4.1 MILES ON THE MAIN ROAD TO A WIRE GATE IN
 CY1227'THE FENCE LINE.  PASS THROUGH THE GATE AND GO 0.15 MILE.
 CY1227'(THIS POINT IS JUST BEFORE THE ROAD ENTERS A LARGE WASH.)
 CY1227'FROM HERE THE STATION IS 35 DEG MAGNETIC.  TURN RIGHT OFF THE
 CY1227'ROAD AND FOLLOW ALONG THE S SIDE OF THE WASH FOR 0.1 MILE.
 CY1227'THE AZIMUTH MARK WILL BE SOMEWHAT N OF THE ROUTE TO THE STATION
 CY1227'AT THIS POINT.  CONTINUE FOR 0.5 MILE TO THE STATION.
 CY1227'
 CY1227'STATION IS LOCATED ABOUT 1/4 MILE SE OF THE CENTER OF A LARGE
 CY1227'WASH AND ABOUT 1 MILE SSE OF A LONE METAL WINDMILL.  IT IS
 CY1227'8-1/2 FEET NNE OF A 4 INCH SQUARE WHITE WITNESS POST.  IT IS
 CY1227'MARKED BY A STANDARD U.S. SOIL EROSION SERVICE STATION DISK
 CY1227'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH PROJECTS
 CY1227'3 INCHES ABOVE THE GROUND.  STAMPED JACKS 1935.
 CY1227'
 CY1227'REFERENCE MARK 1 IS ENE OF THE STATION AND ABOUT 1/2 FOOT LOWER
 CY1227'THAN THE STATION.  IT IS A BRONZE REFERENCE DISK SET IN THE
 CY1227'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CY1227'THE GROUND.  IT IS STAMPED JACKS USSES NO 1 1945.
 CY1227'
 CY1227'REFERENCE MARK 2 IS SSE OF THE STATION AND AT ABOUT THE SAME
 CY1227'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CY1227'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CY1227'IT IS STAMPED JACKS USSES NO 2 1945.
 CY1227'
 CY1227'AZIMUTH MARK IS 1/2 MILE WSW OF THE STATION, ABOUT 1/4 MILE
 CY1227'SE OF THE CENTER OF THE LARGE WASH, AND 8-1/4 FEET N OF A 4
 CY1227'INCH SQUARE WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 CY1227'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 CY1227'ABOVE A SMALL MOUND.  IT IS STAMPED JACKS USSES 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0863 ***********************************************************************
 ES0863  DESIGNATION -  JACKS
 ES0863  PID         -  ES0863
 ES0863  STATE/COUNTY-  AZ/COCONINO
 ES0863  USGS QUAD   -  QUAYLE HILL (1971)
 ES0863
 ES0863                         *CURRENT SURVEY CONTROL
 ES0863  ___________________________________________________________________
 ES0863* NAD 83(1992)-  34 42 12.31191(N)    111 06 08.89910(W)     ADJUSTED  
 ES0863* NAVD 88     -      2002.04   (+/-2cm)    6568.4    (feet)  VERTCON   
 ES0863  ___________________________________________________________________
 ES0863  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 ES0863  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 ES0863  HORZ ORDER  -  SECOND
 ES0863  VERT ORDER  -  THIRD ? (See Below)
 ES0863
 ES0863.The horizontal coordinates were established by classical geodetic methods
 ES0863.and adjusted by the National Geodetic Survey in August 1993.
 ES0863
 ES0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0863.The vertical order pertains to the NGVD 29 superseded value.
 ES0863
 ES0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0863
 ES0863.The geoid height was determined by GEOID03.
 ES0863
 ES0863;                    North         East     Units Scale Factor Converg.
 ES0863;SPC AZ C     -   410,977.283   287,946.957   MT  0.99996855   +0 27 48.8
 ES0863;SPC AZ C     - 1,348,350.67    944,707.86   iFT  0.99996855   +0 27 48.8
 ES0863;UTM  12      - 3,840,159.049   490,615.648   MT  0.99960109   -0 03 30.0
 ES0863
 ES0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0863!SPC AZ C     -   0.99968953  x   0.99996855  =   0.99965809
 ES0863!UTM  12      -   0.99968953  x   0.99960109  =   0.99929075
 ES0863
 ES0863:                Primary Azimuth Mark                     Grid Az
 ES0863:SPC AZ C     -  CANYONS                                  039 40 19.8
 ES0863:UTM  12      -  CANYONS                                  040 11 38.6
 ES0863
 ES0863|---------------------------------------------------------------------|
 ES0863| PID    Reference Object                     Distance      Geod. Az  |
 ES0863|                                                           dddmmss.s |
 ES0863| ES0846 CANYONS                             APPROX. 1.2 KM 0400808.6 |
 ES0863| ES0881 TANKS                               450.700 METERS 2164422.5 |
 ES0863|---------------------------------------------------------------------|
 ES0863
 ES0863                          SUPERSEDED SURVEY CONTROL
 ES0863
 ES0863  NAD 83(1986)-  34 42 12.30632(N)    111 06 08.90203(W) AD(       ) 2
 ES0863  NGVD 29 (07/10/87) 2001.12   (m)         6565.3    (f) LEVELING    3  
 ES0863
 ES0863.Superseded values are not recommended for survey control.
 ES0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0863.See file dsdata.txt to determine how the superseded data were derived.
 ES0863
 ES0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9061640159(NAD 83)
 ES0863_MARKER: DS = TRIANGULATION STATION DISK
 ES0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0863+STABILITY: SURFACE MOTION
 ES0863
 ES0863  HISTORY     - Date     Condition        Report By
 ES0863  HISTORY     - 1981     MONUMENTED       AZDT
 ES0863
 ES0863                          STATION DESCRIPTION
 ES0863
 ES0863'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0863'THE STATION IS LOCATED 7.75 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0863'STATION ALONG ARIZONA HIGHWAY 87.
 ES0863'
 ES0863'THE STATION MARK IS AN AZDT DISK STAMPED---JACKS 1981---SET IN TOP
 ES0863'OF A CONCRETE MONUMENT.  IT IS 30 FEET WEST OF SR 87, 50 FEET NORTH OF
 ES0863'A TRAIL TO THE WEST AND 4 FEET SOUTHEAST OF A CAIRN.
 ES0863'
 ES0863'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0863'
 ES0863'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0863'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION, TRAVEL
 ES0863'NORTH ALONG THE HIGHWAY FOR 9.9 MILES TO THE STATION ON THE LEFT AT
 ES0863'MILEPOST 309.55.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2007 ***********************************************************************
 DU2007  DESIGNATION -  JACKSON
 DU2007  PID         -  DU2007
 DU2007  STATE/COUNTY-  AZ/GILA
 DU2007  USGS QUAD   -  CHRYSOTILE (1966)
 DU2007
 DU2007                         *CURRENT SURVEY CONTROL
 DU2007  ___________________________________________________________________
 DU2007* NAD 83(1992)-  33 37 33.25365(N)    110 36 49.14980(W)     ADJUSTED  
 DU2007* NAVD 88     -      1861.8    (meters)    6108.     (feet)  VERTCON   
 DU2007  ___________________________________________________________________
 DU2007  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 DU2007  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DU2007  HORZ ORDER  -  FIRST
 DU2007
 DU2007.The horizontal coordinates were established by classical geodetic methods
 DU2007.and adjusted by the National Geodetic Survey in August 1993.
 DU2007
 DU2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2007
 DU2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2007
 DU2007.The geoid height was determined by GEOID03.
 DU2007
 DU2007;                    North         East     Units Scale Factor Converg.
 DU2007;SPC AZ E     -   291,253.198   171,889.132   MT  0.99992120   -0 14 51.1
 DU2007;SPC AZ E     -   955,555.11    563,940.72   iFT  0.99992120   -0 14 51.1
 DU2007;UTM  12      - 3,720,745.097   535,834.080   MT  0.99961583   +0 12 50.2
 DU2007
 DU2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2007!SPC AZ E     -   0.99971192  x   0.99992120  =   0.99963314
 DU2007!UTM  12      -   0.99971192  x   0.99961583  =   0.99932786
 DU2007
 DU2007|---------------------------------------------------------------------|
 DU2007| PID    Reference Object                     Distance      Geod. Az  |
 DU2007|                                                           dddmmss.s |
 DU2007| CD3045 JACKSON RM 1                          3.600 METERS 06926     |
 DU2007| CD3046 JACKSON RM 2                          3.976 METERS 19507     |
 DU2007| DU1189 HWY 60                              APPROX. 4.3 KM 2162430.2 |
 DU2007|---------------------------------------------------------------------|
 DU2007
 DU2007                          SUPERSEDED SURVEY CONTROL
 DU2007
 DU2007  NAD 83(1986)-  33 37 33.24900(N)    110 36 49.15072(W) AD(       ) 1
 DU2007  NAD 27      -  33 37 33.06600(N)    110 36 46.77000(W) AD(       ) 1
 DU2007  NGVD 29 (09/20/88) 1861.1    (m)         6106.     (f) VERT ANG    3  
 DU2007
 DU2007.Superseded values are not recommended for survey control.
 DU2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2007.See file dsdata.txt to determine how the superseded data were derived.
 DU2007
 DU2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3583420745(NAD 83)
 DU2007_MARKER: DS = TRIANGULATION STATION DISK
 DU2007_SETTING: 66 = SET IN ROCK OUTCROP
 DU2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2007
 DU2007  HISTORY     - Date     Condition        Report By
 DU2007  HISTORY     - 1938     MONUMENTED       CGS
 DU2007  HISTORY     - 1966     GOOD             USGS
 DU2007  HISTORY     - 1967     GOOD             AMS
 DU2007  HISTORY     - 1975     GOOD             NGS
 DU2007
 DU2007                          STATION DESCRIPTION
 DU2007
 DU2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2007'STATION IS ABOUT 17 MILES AIRLINE NE OF GLOBE, 1/2 MILE N
 DU2007'OF U.S. 60 AT A POINT 23.3 MILES ALONG 60 FROM GLOBE, ON A
 DU2007'SHARP BUTTE THAT IS KNOWN AS JACKSON BUTTE.  THERE IS RIMROCK
 DU2007'ALL AROUND TOP.  ON TOP OF BUTTE ARE TUMBLED-DOWN ROCK WALLS
 DU2007'OF OLD INDIAN RUINS.  STATION IS NOT ON HIGHEST ROCK ON TOP
 DU2007'OF BUTTE.  IT IS SET IN BEDROCK 18 FEET N OF HIGHEST ROCK.
 DU2007'
 DU2007'SURFACE, REFERENCE, AND AZIMUTH (HWY 60) MARKS ARE STANDARD
 DU2007'BRONZE DISKS IN OUTCROPPING BEDROCK AND CONCRETE.
 DU2007'
 DU2007'STATION IS REACHED FROM GLOBE POST OFFICE BY GOING E AND NE
 DU2007'ON 60, 22.5 MILES TO A CATTLE GUARD.  CONTINUE ON 60, 0.8 MILE
 DU2007'TO A DIM SIDE ROAD ON L.  THENCE LEAVE 60, TURN L ON SIDE ROAD,
 DU2007'AND PICK WAY ACROSS WASH AND HEAD FOR FOOT OF RIDGE THAT RUNS
 DU2007'DOWN FROM W SIDE OF BUTTE.  DRIVE UP THIS RIDGE AS FAR AS
 DU2007'POSSIBLE, ABOUT 0.7 MILE FROM HIGHWAY.  THENCE PACK N UP RIDGE
 DU2007'TO TOP AND STATION.  IT IS A ONE-HOUR PACK WITH A HEAVY LOAD.
 DU2007'
 DU2007'AZIMUTH MARK IS HWY 60, ON N SIDE OF ROAD 2.0 MILES W OF
 DU2007'CATTLE GUARD.
 DU2007
 DU2007                          STATION RECOVERY (1966)
 DU2007
 DU2007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU2007'RECOVERED AS DESCRIBED BY NGS.
 DU2007
 DU2007                          STATION RECOVERY (1967)
 DU2007
 DU2007'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2007'STATION JACKSON IS LOCATED APPROXIMATELY 13.0 AIRMILES (SW)
 DU2007'OF SALT RIVER BRIDGE ON U.S. HWY 60 AND 19.0 AIRMILES (NE) OF
 DU2007'GLOBE, ARIZONA.
 DU2007'
 DU2007'TO REACH FROM SALT RIVER BRIDGE LOCATED ON HWY U.S. 60 BETWEEN
 DU2007'GLOBE AND SHOW LOW, ARIZONA GO (S) ON U.S. 60 FOR 18.3 MI TO
 DU2007'DIRT ROAD ON RIGHT, TURN RIGHT (W) AND GO 0.9 MI TO A CATTLE
 DU2007'TANK ON LEFT (W), TURN LEFT AND TRAVEL CROSS COUNTRY FOR
 DU2007'APPROXIMATELY 0.5 MI TO END OF JEEP TRAVEL.  PACK (W) TO
 DU2007'TOP AND STATION SITE.  PACK TIME WITH HEAVY LOAD IS 1 HOUR.
 DU2007'
 DU2007'STATION SITE IS ON A SHARP BUTTE THAT IS KNOWN AS JACKSON BUTTE.
 DU2007'THERE IS RIMROCK AROUND TOP, ON TOP OF BUTTE ARE TUMBLED DOWN
 DU2007'ROCK WALLS OF OLD INDIAN RUINS.  STATION IS 18 FT (NE) OF
 DU2007'HIGHEST POINT ON A N-S RIDGE.
 DU2007'
 DU2007'STATION MARK IS A STANDARD USC AND GS BRONZE DISK CEMENTED
 DU2007'IN ROCK FLUSH WITH GROUND AND STAMPED JACKSON 1938.
 DU2007'
 DU2007'AZ MARK IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU2007'AND STAMPED HWY 60 1938.  TO REACH FROM JCT OF HWY U.S. 60
 DU2007'AND SAID DIRT ROAD GO (S) ON U.S. HWY 60 FOR 3.1 MI.  AZ MK IS
 DU2007'90 FT RIGHT (N) OF CENTERLINE OF HWY 60 AND 5.0 FT (S) OF
 DU2007'BARB WIRE FENCE.
 DU2007'
 DU2007'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU2007'FLUSH WITH GROUND AND STAMPED JACKSON NO 1 1938.  FROM THE
 DU2007'STATION IT IS (NE) ON A MAG AZ OF 71 DEG AT A DISTANCE OF
 DU2007'3.60 M AND A DE OF +0.2 FT.
 DU2007'
 DU2007'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU2007'FLUSH WITH GROUND AND STAMPED JACKSON NO 2 1938.  FROM THE STATION
 DU2007'IT IS (S) ON A MAG AZ OF 195 DEG AT A DISTANCE OF 3.98 M AND
 DU2007'A DE OF -0.6 FT.
 DU2007'
 DU2007'CONDITION OF ALL MARKS RECOVERED IN EXCELLENT CONDITION.
 DU2007'
 DU2007'THE VIEW FROM HEIGHT OF TRIPOD IS CLEAR IN ALL DIRECTIONS
 DU2007'EXCEPT FROM MAG AZ 90-98 DEG AND 105-114 DEG DUE TO LARGE
 DU2007'BOULDERS OBSTRUCTING VIEW.  HEIGHT OF TRIPOD IS 1.39 M.
 DU2007
 DU2007                          STATION RECOVERY (1975)
 DU2007
 DU2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 DU2007'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 DU2007'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 DU2007'THE ANGLE BETWEEN REFERENCE MARKS CHECKED BY 27 SECONDS AND
 DU2007'DISTANCES CHECKED 1962 MEASUREMENTS - BY 0.03 FOOT.
 DU2007'
 DU2007'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2007'
 DU2007'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 DU2007'WILLIAMSFIELD ROAD, GO WEST ON WILLIAMSFIELD ROAD FOR 2.5 MILES TO
 DU2007'32ND ST., FOLLOW PAVED ROAD SOUTH AND WEST FOR 1.65 MILES TO
 DU2007'CATTLE PENS.  TAKE LEFT FORK INTO PIMA RESERVATION AND FOLLOW
 DU2007'MAIN TRAVEL ROAD FOR 2.35 MILES TO A GATE ON LEFT AND BUILDINGS.
 DU2007'GO LEFT (EAST) ON FIELD ROAD FOR 1.7 MILES TO FIELD NO. 3, TAKE
 DU2007'FIELD ROAD SOUTH FOR 1.1 MILES TO A ROAD FORK, TAKE RIGHT FORK
 DU2007'TO END OF TRUCK TRAVEL.  A 10 MINUTE PACK.
 DU2007'
 DU2007'AT THIS TIME THERE IS NO OTHER ROUTE TO STATION AS CHANDLER
 DU2007'SEWAGE DITCH BLOCKS ALL OTHER WAYS OF TRAVEL.  THIS IS A DRY
 DU2007'WEATHER ROUTE AND 4 WHEEL DRIVE RECOMMENDED.
 DU2007'
 DU2007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES WEST OF
 DU2007'CHANDLER.
 DU2007'
 DU2007'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2083 ***********************************************************************
 DV2083  DESIGNATION -  JACKSON
 DV2083  PID         -  DV2083
 DV2083  STATE/COUNTY-  AZ/MARICOPA
 DV2083  USGS QUAD   -  LONE BUTTE (1973)
 DV2083
 DV2083                         *CURRENT SURVEY CONTROL
 DV2083  ___________________________________________________________________
 DV2083* NAD 83(1992)-  33 15 43.26736(N)    112 01 56.89386(W)     ADJUSTED  
 DV2083* NAVD 88     -       384.4    (meters)    1261.     (feet)  VERTCON   
 DV2083  ___________________________________________________________________
 DV2083  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DV2083  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV2083  HORZ ORDER  -  FIRST
 DV2083
 DV2083.The horizontal coordinates were established by classical geodetic methods
 DV2083.and adjusted by the National Geodetic Survey in August 1993.
 DV2083
 DV2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2083
 DV2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2083
 DV2083.The geoid height was determined by GEOID03.
 DV2083
 DV2083;                    North         East     Units Scale Factor Converg.
 DV2083;SPC AZ C     -   250,814.271   202,570.935   MT  0.99990143   -0 03 48.7
 DV2083;SPC AZ C     -   822,881.47    664,602.81   iFT  0.99990143   -0 03 48.7
 DV2083;UTM  12      - 3,680,810.225   403,834.908   MT  0.99971402   -0 33 58.8
 DV2083
 DV2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2083!SPC AZ C     -   0.99994435  x   0.99990143  =   0.99984579
 DV2083!UTM  12      -   0.99994435  x   0.99971402  =   0.99965839
 DV2083
 DV2083|---------------------------------------------------------------------|
 DV2083| PID    Reference Object                     Distance      Geod. Az  |
 DV2083|                                                           dddmmss.s |
 DV2083| CH5772 JACKSON RM 1                          7.455 METERS 06527     |
 DV2083| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.18.6 KM 0764354.3 |
 DV2083| DU2159 CHANDLER NEW MUNICIPAL TANK         APPROX.18.6 KM 0764742.3 |
 DV2083| CH5771 JACKSON AZ MK                                      1634722.8 |
 DV2083| CH5773 JACKSON RM 2                          3.646 METERS 31938     |
 DV2083| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX. 8.4 KM 3393356.4 |
 DV2083|---------------------------------------------------------------------|
 DV2083
 DV2083                          SUPERSEDED SURVEY CONTROL
 DV2083
 DV2083  NAD 83(1986)-  33 15 43.26068(N)    112 01 56.89840(W) AD(       ) 1
 DV2083  NAD 27      -  33 15 43.08578(N)    112 01 54.37799(W) AD(       ) 1
 DV2083  NGVD 29 (07/19/86)  383.8    (m)         1259.     (f) VERT ANG    3  
 DV2083
 DV2083.Superseded values are not recommended for survey control.
 DV2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2083.See file dsdata.txt to determine how the superseded data were derived.
 DV2083
 DV2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0383580810(NAD 83)
 DV2083
 DV2083  HISTORY     - Date     Condition        Report By
 DV2083  HISTORY     - 1935     MONUMENTED       CGS
 DV2083  HISTORY     - 1936     GOOD             CGS
 DV2083  HISTORY     - 1962     GOOD             CGS
 DV2083
 DV2083                          STATION DESCRIPTION
 DV2083
 DV2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2083'ABOUT 12 MILES, AIR LINE, WEST BY SOUTH FROM THE TOWN OF CHANDLER.
 DV2083'ABOUT 5 MILES, AIR LINE, NORTHEAST OF THE GILA RIVER.  ON A LOW
 DV2083'LONE BUTTE LOCALLY KNOWN AS JACKSON BUTTE.  MARKED BY A STANDARD
 DV2083'BRONZE DISK.  REFERENCE MARK NO. 1, A
 DV2083'STANDARD BRONZE REFERENCE DISK IS 7.464 METERS
 DV2083'(24.49 FEET) FROM STATION.  REFERENCE
 DV2083'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK IS
 DV2083'3.633 METERS (11.92 FEET) FROM STATION.
 DV2083'THE AZIMUTH MARK, A STANDARD BRONZE DISK
 DV2083'IS 11 PACES EAST OF THE CENTERLINE OF THE GRADED ROAD AT THE
 DV2083'JUNCTION OF THE GRADED ROAD WITH AN UNIMPROVED ROAD THAT RUNS
 DV2083'TO THE STATION, AND IS ABOUT 0.4 MILE FROM STATION.
 DV2083
 DV2083                          STATION RECOVERY (1962)
 DV2083
 DV2083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2083'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DV2083'TO BE IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK AND
 DV2083'REFERENCE MARK 2 WERE CHECKED AND FOUND TO BE CORRECT, A
 DV2083'DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK 1.
 DV2083'THE DISTANCE TO REFERENCE MARK 1 AND 2 CHECKED AND WAS FOUND
 DV2083'TO BE CORRECT.
 DV2083'
 DV2083'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA AVENUE AND
 DV2083'CLEVELAND AVENUE IN CHANDLER, GO WEST ON CLEVELAND AVENUE FOR
 DV2083'6.85 MILES TO A SIDE ROAD LEFT, JUST BEFORE REACHING THE
 DV2083'RAILROAD TRACKS, TURN LEFT, GO SOUTHERLY FOR 1.65 MILES TO A
 DV2083'TRACK ROAD RIGHT, TURN RIGHT, GO WEST ON TRACK ROAD FOR 0.3
 DV2083'MILE TO FORKS, KEEP LEFT FORK, CONTINUE SOUTHWEST FOR 0.85
 DV2083'MILE TO FORKS, CONTINUE STRAIGHT AHEAD ON THE MAIN TRACK ROAD
 DV2083'FOR 0.75 MILE TO A CROSSROAD, TURN LEFT, GO SOUTH 0.15 MILE
 DV2083'TO FORKS, KEEP RIGHT FORK, SOUTHWEST ON TRACK ROAD FOR 2.35
 DV2083'MILES TO POWER LINE AND THE AZIMUTH MARK ON THE LEFT, TURN
 DV2083'SHARP RIGHT, CROSS DITCH, GO NORTH FOR 0.4 MILE TO FORKS,
 DV2083'KEEP RIGHT FORK, CONTINUE NORTHERLY AROUND THE EAST SIDE
 DV2083'OF HILL TO THE NORTH SIDE AND THE END OF TRACK TRAVEL.
 DV2083'PACK SOUTH UP ROCKY HILL TO THE STATION AS DESCRIBED.
 DV2083'
 DV2083'STATION MARK, A U.S. ARMY CORPS OF ENGINEERS DISK SET IN A DRILL
 DV2083'HOLE IN ROCK IN THE APPROXIMATE CENTER OF HILL, IS ENCIRCLED
 DV2083'BY WHITE PAINTED ROCKS AND IS STAMPED USC AND GS JACKSON 1935
 DV2083'RESET BY AMS 1948.
 DV2083'
 DV2083'REFERENCE MARKS 1 AND 2 ARE BOTH SET IN DRILL HOLE IN ROCK AND
 DV2083'WERE RECOVERED AS DESCRIBED.
 DV2083'
 DV2083'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 6 INCH
 DV2083'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 DV2083'STAMPED JACKSON 1936.  IT IS 90 FEET SOUTHEAST OF THE EDGE OF
 DV2083'IRRIGATION DITCH, 82 FEET SOUTH OF CENTER OF DIRT ROAD AND 36
 DV2083'FEET EAST OF CENTER OF DIRT ROAD.
 DV2083'
 DV2083'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 30.04 FEET.
 DV2083'
 DV2083'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0910 ***********************************************************************
 ES0910  DESIGNATION -  JACOB
 ES0910  PID         -  ES0910
 ES0910  STATE/COUNTY-  AZ/COCONINO
 ES0910  USGS QUAD   -  O W POINT (1990)
 ES0910
 ES0910                         *CURRENT SURVEY CONTROL
 ES0910  ___________________________________________________________________
 ES0910* NAD 83(1992)-  34 19 25.74583(N)    110 50 26.26787(W)     ADJUSTED  
 ES0910* NAVD 88     -      2311.0    (meters)    7582.     (feet)  VERTCON   
 ES0910  ___________________________________________________________________
 ES0910  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 ES0910  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ES0910  HORZ ORDER  -  SECOND
 ES0910
 ES0910.The horizontal coordinates were established by classical geodetic methods
 ES0910.and adjusted by the National Geodetic Survey in August 1993.
 ES0910
 ES0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0910
 ES0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0910
 ES0910.The geoid height was determined by GEOID03.
 ES0910
 ES0910;                    North         East     Units Scale Factor Converg.
 ES0910;SPC AZ C     -   369,094.250   312,382.854   MT  1.00002083   +0 36 24.5
 ES0910;SPC AZ C     - 1,210,939.14  1,024,878.13   iFT  1.00002083   +0 36 24.5
 ES0910;UTM  12      - 3,798,072.753   514,661.403   MT  0.99960265   +0 05 23.5
 ES0910
 ES0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0910!SPC AZ C     -   0.99964112  x   1.00002083  =   0.99966195
 ES0910!UTM  12      -   0.99964112  x   0.99960265  =   0.99924392
 ES0910
 ES0910|---------------------------------------------------------------------|
 ES0910| PID    Reference Object                     Distance      Geod. Az  |
 ES0910|                                                           dddmmss.s |
 ES0910| DZ1399 JACOB RM 1                           14.899 METERS 05713     |
 ES0910| ES0945 TRAP                                APPROX. 1.1 KM 2213145.0 |
 ES0910| DZ1398 JACOB RM 2                           15.540 METERS 23559     |
 ES0910|---------------------------------------------------------------------|
 ES0910
 ES0910                          SUPERSEDED SURVEY CONTROL
 ES0910
 ES0910  NAD 83(1986)-  34 19 25.74054(N)    110 50 26.27219(W) AD(       ) 2
 ES0910  NGVD 29 (08/03/87) 2309.9    (m)         7578.     (f) VERT ANG    3  
 ES0910
 ES0910.Superseded values are not recommended for survey control.
 ES0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0910.See file dsdata.txt to determine how the superseded data were derived.
 ES0910
 ES0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1466198073(NAD 83)
 ES0910_MARKER: DS = TRIANGULATION STATION DISK
 ES0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0910+STABILITY: SURFACE MOTION
 ES0910
 ES0910  HISTORY     - Date     Condition        Report By
 ES0910  HISTORY     - 1984     MONUMENTED       AZDT
 ES0910  HISTORY     - 19971011 GOOD             USPSQD
 ES0910  HISTORY     - 20050903 GOOD             USPSQD
 ES0910
 ES0910                          STATION DESCRIPTION
 ES0910
 ES0910'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0910'THE STATION IS LOCATED 15-3/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0910'SIDE OF STATE ROUTE 260.
 ES0910'
 ES0910'THE STATION MARK IS AN AZDT DISK STAMPED---JACOB 1984---.  IT IS SET
 ES0910'IN TOP OF A 10 INCH CONCRETE MONUMENT 123.5 FEET NORTHWEST OF THE
 ES0910'CENTER LINE OF THE HIGHWAY AND 4 FEET NORTHWEST OF THE WITNESS POST.
 ES0910'
 ES0910'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JACOB RM 1 1984---.  IT IS
 ES0910'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET NORTH OF A 30 INCH
 ES0910'PINE TREE.
 ES0910'
 ES0910'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JACOB RM 2 1984---.  IT IS
 ES0910'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0910'
 ES0910'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0910'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 14.45 MILES TO
 ES0910'MERZVILLE ROAD ON THE RIGHT, CONTINUE ALONG SR 260 FOR 2.7 MILES TO
 ES0910'MILE POST 286.1 AND THE STATION ON THE RIGHT.
 ES0910
 ES0910                          STATION RECOVERY (1997)
 ES0910
 ES0910'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0910'RECOVERED IN GOOD CONDITION.
 ES0910
 ES0910                          STATION RECOVERY (2005)
 ES0910
 ES0910'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0910'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0279 ***********************************************************************
 GQ0279  DESIGNATION -  JACOB LAKE LOOKOUT TOWER
 GQ0279  PID         -  GQ0279
 GQ0279  STATE/COUNTY-  AZ/COCONINO
 GQ0279  USGS QUAD   -  JACOB LAKE (1988)
 GQ0279
 GQ0279                         *CURRENT SURVEY CONTROL
 GQ0279  ___________________________________________________________________
 GQ0279* NAD 83(1992)-  36 41 59.13381(N)    112 12 49.63700(W)     ADJUSTED  
 GQ0279* NAVD 88     -              **(meters)            **(feet)            
 GQ0279  ___________________________________________________________________
 GQ0279  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GQ0279  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 GQ0279  HORZ ORDER  -  THIRD
 GQ0279
 GQ0279.The horizontal coordinates were established by classical geodetic methods
 GQ0279.and adjusted by the National Geodetic Survey in August 1993.
 GQ0279
 GQ0279
 GQ0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0279
 GQ0279.The geoid height was determined by GEOID03.
 GQ0279
 GQ0279;                    North         East     Units Scale Factor Converg.
 GQ0279;SPC AZ C     -   632,195.417   186,811.727   MT  0.99990868   -0 10 39.2
 GQ0279;SPC AZ C     - 2,074,131.95    612,899.37   iFT  0.99990868   -0 10 39.2
 GQ0279;UTM  12      - 4,062,252.948   391,576.429   MT  0.99974483   -0 43 31.6
 GQ0279
 GQ0279                          SUPERSEDED SURVEY CONTROL
 GQ0279
 GQ0279  NAD 83(1986)-  36 41 59.13305(N)    112 12 49.63074(W) AD(       ) 4
 GQ0279  NAD 27      -  36 41 59.22000(N)    112 12 47.00000(W) AD(       ) 3
 GQ0279
 GQ0279.Superseded values are not recommended for survey control.
 GQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0279.See file dsdata.txt to determine how the superseded data were derived.
 GQ0279
 GQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9157662253(NAD 83)
 GQ0279_MARKER: 57 = LOOKOUT TOWER
 GQ0279
 GQ0279  HISTORY     - Date     Condition        Report By
 GQ0279  HISTORY     - 1953     FIRST OBSERVED   CGS
 GQ0279
 GQ0279                          STATION DESCRIPTION
 GQ0279
 GQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0279'THE LOOKOUT TOWER IS 1 MILE SOUTH OF THE JACOB LAKE POST
 GQ0279'OFFICE.  ABOUT 200 FEET EAST OF STATE ROUTE 67, IN THE KAIBAB
 GQ0279'NATIONAL FOREST.
 GQ0279'
 GQ0279'THE 4-LEGGED STEEL STRUCTURE HAS A WOODEN CAGE WITH A PEAKED ROOF
 GQ0279'ABOUT 8 FEET SQUARE.  THE APPROXIMATE HEIGHT TO THE TOP OF THE
 GQ0279'CAGE IS 125 FEET.
 GQ0279'
 GQ0279'OBSERVATIONS WERE MADE TO THE TOP OF THE CAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0527 ***********************************************************************
 GP0527  DESIGNATION -  JACOB RESET
 GP0527  PID         -  GP0527
 GP0527  STATE/COUNTY-  AZ/COCONINO
 GP0527  USGS QUAD   -  ONE TOE RIDGE (1985)
 GP0527
 GP0527                         *CURRENT SURVEY CONTROL
 GP0527  ___________________________________________________________________
 GP0527* NAD 83(1992)-  36 45 47.73434(N)    111 57 43.90390(W)     ADJUSTED  
 GP0527* NAVD 88     -      2164.2    (meters)    7100.     (feet)  VERTCON   
 GP0527  ___________________________________________________________________
 GP0527  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 GP0527  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 GP0527  HORZ ORDER  -  THIRD
 GP0527
 GP0527.The horizontal coordinates were established by classical geodetic methods
 GP0527.and adjusted by the National Geodetic Survey in August 1993.
 GP0527
 GP0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0527
 GP0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0527
 GP0527.The geoid height was determined by GEOID03.
 GP0527
 GP0527;                    North         East     Units Scale Factor Converg.
 GP0527;SPC AZ C     -   639,201.318   209,295.277   MT  0.99990020   -0 01 38.1
 GP0527;SPC AZ C     - 2,097,117.19    686,664.29   iFT  0.99990020   -0 01 38.1
 GP0527;UTM  12      - 4,069,042.113   414,121.782   MT  0.99969086   -0 34 33.3
 GP0527
 GP0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0527!SPC AZ C     -   0.99966398  x   0.99990020  =   0.99956422
 GP0527!UTM  12      -   0.99966398  x   0.99969086  =   0.99935495
 GP0527
 GP0527:                Primary Azimuth Mark                     Grid Az
 GP0527:SPC AZ C     -  KAI                                      194 36 42.8
 GP0527:UTM  12      -  KAI                                      195 09 38.0
 GP0527
 GP0527|---------------------------------------------------------------------|
 GP0527| PID    Reference Object                     Distance      Geod. Az  |
 GP0527|                                                           dddmmss.s |
 GP0527| GQ0255 KAI                                 APPROX.16.9 KM 1943504.7 |
 GP0527|---------------------------------------------------------------------|
 GP0527
 GP0527                          SUPERSEDED SURVEY CONTROL
 GP0527
 GP0527  NAD 83(1986)-  36 45 47.73396(N)    111 57 43.90149(W) AD(       ) 3
 GP0527  NGVD 29 (05/08/89) 2163.1    (m)         7097.     (f) VERT ANG    3  
 GP0527
 GP0527.Superseded values are not recommended for survey control.
 GP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0527.See file dsdata.txt to determine how the superseded data were derived.
 GP0527
 GP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1412269042(NAD 83)
 GP0527_MARKER: H = DRILL HOLE
 GP0527_SETTING: 80 = SET IN A BOULDER
 GP0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0527+STABILITY: SURFACE MOTION
 GP0527
 GP0527  HISTORY     - Date     Condition        Report By
 GP0527  HISTORY     - 1953     MONUMENTED       USGS
 GP0527
 GP0527                          STATION DESCRIPTION
 GP0527
 GP0527'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0527'RECOVERED IN GOOD CONDITION.
 GP0527'
 GP0527'LOCATED ABOUT 18.5 MI WSW. OF NAVAJO BRIDGE, 3.5 MI N. OF U.S.
 GP0527'HWY. 89, 3 MI SW. OF JARVIS RANCH, 0.75 MI E. OF PREHISTORIC
 GP0527'RUINS.  ON TOP OF GRAY, SANDSTONE CAP-ROCK, 20 FT. N. OF EDGE OF
 GP0527'VERMILION CLIFFS.
 GP0527'
 GP0527'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GP0527'89, DRIVE 6.6 MI N. ON OLD KANAB RD. TO RD. FORKS.  TAKE LEFT FORK
 GP0527'(MAIN RD.) AND CONTINUE 2 MI TO TRACK RD. ON RIGHT.  TURN RIGHT
 GP0527'2.8 MI E. TO GATE, CONTINUE 4.3 MI TO RD. FORKS.  TAKE RIGHT FORK
 GP0527'2.2 MI TO ANOTHER RD. FORK.  TAKE RIGHT FORK 0.9 MI TO END OF RD.
 GP0527'PACK 0.25 MI S. TO EDGE OF CLIFF AND 0.5 MI E. TO STATION.
 GP0527'
 GP0527'STATION MARK--STANDARD TABLET STAMPED---JACOB 1953---, CEMENTED IN
 GP0527'DRILL HOLE AT INTERSECTION OF CROSS CUT IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1097 ***********************************************************************
 CG1097  DESIGNATION -  JALISCO
 CG1097  PID         -  CG1097
 CG1097  STATE/COUNTY-  AZ/PIMA
 CG1097  USGS QUAD   -  ARIVACA (1979)
 CG1097
 CG1097                         *CURRENT SURVEY CONTROL
 CG1097  ___________________________________________________________________
 CG1097* NAD 83(1992)-  31 34 48.56315(N)    111 16 09.07366(W)     ADJUSTED  
 CG1097* NAVD 88     -      1199.     (meters)    3934.     (feet)  SCALED    
 CG1097  ___________________________________________________________________
 CG1097  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CG1097  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CG1097  HORZ ORDER  -  FIRST
 CG1097
 CG1097.The horizontal coordinates were established by classical geodetic methods
 CG1097.and adjusted by the National Geodetic Survey in August 1993.
 CG1097
 CG1097.The orthometric height was scaled from a topographic map.
 CG1097
 CG1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1097
 CG1097.The geoid height was determined by GEOID03.
 CG1097
 CG1097;                    North         East     Units Scale Factor Converg.
 CG1097;SPC AZ C     -    64,499.952   274,813.971   MT  0.99994656   +0 20 20.7
 CG1097;SPC AZ C     -   211,614.02    901,620.64   iFT  0.99994656   +0 20 20.7
 CG1097;UTM  12      - 3,493,932.161   474,458.618   MT  0.99960805   -0 08 27.5
 CG1097
 CG1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1097!SPC AZ C     -   0.99981647  x   0.99994656  =   0.99976304
 CG1097!UTM  12      -   0.99981647  x   0.99960805  =   0.99942459
 CG1097
 CG1097|---------------------------------------------------------------------|
 CG1097| PID    Reference Object                     Distance      Geod. Az  |
 CG1097|                                                           dddmmss.s |
 CG1097| CH5775 JALISCO RM 2                         22.805 METERS 17511     |
 CG1097| CG1096 ARIVACA WATER TANK APEX             APPROX. 5.0 KM 2632325.6 |
 CG1097| CH5776 JALISCO RM 3 AZIMUTH                               2640100.3 |
 CG1097| CH5774 JALISCO RM 1                         16.577 METERS 30316     |
 CG1097|---------------------------------------------------------------------|
 CG1097
 CG1097                          SUPERSEDED SURVEY CONTROL
 CG1097
 CG1097  NAD 83(1986)-  31 34 48.55260(N)    111 16 09.07167(W) AD(       ) 1
 CG1097  NAD 27      -  31 34 48.23000(N)    111 16 06.72500(W) AD(       ) 1
 CG1097
 CG1097.Superseded values are not recommended for survey control.
 CG1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1097.See file dsdata.txt to determine how the superseded data were derived.
 CG1097
 CG1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV7445993932(NAD 83)
 CG1097_MARKER: DS = TRIANGULATION STATION DISK
 CG1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1097
 CG1097  HISTORY     - Date     Condition        Report By
 CG1097  HISTORY     - 1935     MONUMENTED       CGS
 CG1097
 CG1097                          STATION DESCRIPTION
 CG1097
 CG1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1097'ABOUT 5 MILES, AIR LINE, EAST OF ARIVACA, 1 MILE WEST-SOUTHWEST
 CG1097'OF TWO SMALL BLACK BUTTES, KNOWN ON THE ARMY TOPOGRAPHIC SHEETS
 CG1097'AS BASTON BUTTES, 60 FEET NORTH OF THE ROAD, AND ON THE HIGHEST
 CG1097'GRAVEL-TOPPED HILL.  MARKED BY STANDARD BRONZE DISKS.
 CG1097'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1097'REFERENCE DISK, IS 16.577 METERS (54.39 FEET) FROM
 CG1097'STATION N 56 DEG 44 MIN W. REFERENCE MARK NO. 2, A
 CG1097'STANDARD BRONZE REFERENCE DISK, IS 22.805 METERS
 CG1097'(74.82 FEET) FROM STATION S 4 DEG 49 MIN E. THE
 CG1097'AZIMUTH MARK, A STANDARD BRONZE DISK,           IS 0.3 MILE FROM
 CG1097'STATION S 84 DEG 00 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0343 ***********************************************************************
 FQ0343  DESIGNATION -  JAMES
 FQ0343  PID         -  FQ0343
 FQ0343  STATE/COUNTY-  AZ/COCONINO
 FQ0343  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0343
 FQ0343                         *CURRENT SURVEY CONTROL
 FQ0343  ___________________________________________________________________
 FQ0343* NAD 83(1992)-  35 03 27.71365(N)    111 41 00.39510(W)     ADJUSTED  
 FQ0343* NAVD 88     -      2078.047  (meters)    6817.73   (feet)  ADJUSTED  
 FQ0343  ___________________________________________________________________
 FQ0343  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 FQ0343  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0343  DYNAMIC HT  -        2075.100 (meters)    6808.06  (feet)  COMP
 FQ0343  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 FQ0343
 FQ0343  HORZ ORDER  -  SECOND
 FQ0343  VERT ORDER  -  SECOND    CLASS 0
 FQ0343
 FQ0343.The horizontal coordinates were established by classical geodetic methods
 FQ0343.and adjusted by the National Geodetic Survey in August 1993.
 FQ0343
 FQ0343.The orthometric height was determined by differential leveling
 FQ0343.and adjusted in June 1991.
 FQ0343
 FQ0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0343
 FQ0343.The geoid height was determined by GEOID03.
 FQ0343
 FQ0343.The dynamic height is computed by dividing the NAVD 88
 FQ0343.geopotential number by the normal gravity value computed on the
 FQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0343.degrees latitude (g = 980.6199 gals.).
 FQ0343
 FQ0343.The modeled gravity was interpolated from observed gravity values.
 FQ0343
 FQ0343;                    North         East     Units Scale Factor Converg.
 FQ0343;SPC AZ C     -   449,999.552   234,633.491   MT  0.99990558   +0 08 02.3
 FQ0343;SPC AZ C     - 1,476,376.48    769,794.92   iFT  0.99990558   +0 08 02.3
 FQ0343;UTM  12      - 3,879,655.120   437,677.990   MT  0.99964787   -0 23 33.3
 FQ0343
 FQ0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0343!SPC AZ C     -   0.99967759  x   0.99990558  =   0.99958320
 FQ0343!UTM  12      -   0.99967759  x   0.99964787  =   0.99932557
 FQ0343
 FQ0343:                Primary Azimuth Mark                     Grid Az
 FQ0343:SPC AZ C     -  JAMES AZ MK                              206 28 16.8
 FQ0343:UTM  12      -  JAMES AZ MK                              206 59 52.4
 FQ0343
 FQ0343|---------------------------------------------------------------------|
 FQ0343| PID    Reference Object                     Distance      Geod. Az  |
 FQ0343|                                                           dddmmss.s |
 FQ0343| CH2563 JAMES AZ MK                                        2063619.1 |
 FQ0343| FQ0342 JAMES RM 1                           12.308 METERS 23624     |
 FQ0343| FQ0341 JAMES RM 2                            8.433 METERS 28846     |
 FQ0343|---------------------------------------------------------------------|
 FQ0343
 FQ0343                          SUPERSEDED SURVEY CONTROL
 FQ0343
 FQ0343  NAD 83(1986)-  35 03 27.71108(N)    111 41 00.39309(W) AD(       ) 2
 FQ0343  NAD 27      -  35 03 27.66090(N)    111 40 57.81270(W) AD(       ) 2
 FQ0343  NGVD 29 (??/??/92) 2077.047  (m)         6814.44   (f) ADJ UNCH    2 0
 FQ0343
 FQ0343.Superseded values are not recommended for survey control.
 FQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0343.See file dsdata.txt to determine how the superseded data were derived.
 FQ0343
 FQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3767879655(NAD 83)
 FQ0343_MARKER: DS = TRIANGULATION STATION DISK
 FQ0343_SETTING: 80 = SET IN A BOULDER
 FQ0343_SP_SET: BOULDER
 FQ0343_STAMPING: JAMES 1959
 FQ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0343+STABILITY: SURFACE MOTION
 FQ0343
 FQ0343  HISTORY     - Date     Condition        Report By
 FQ0343  HISTORY     - 1959     MONUMENTED       CGS
 FQ0343  HISTORY     - 1959     GOOD             CGS
 FQ0343
 FQ0343                          STATION DESCRIPTION
 FQ0343
 FQ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0343'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF FLAGSTAFF ON
 FQ0343'THE EAST SIDE OF INTERSTATE HIGHWAY 17, ON A LOW WOODED RIDGE
 FQ0343'AND AT THE TOP OF A DEEP ROCK HIGHWAY CUT.
 FQ0343'
 FQ0343'TO REACH THE STATION FROM THE POST OFFICE IN FLAGSTAFF, GO SOUTH
 FQ0343'FOR 0.1 MILE TO SANTA FE AVENUE, TURN RIGHT AND GO TOWARD
 FQ0343'WILLIAMS FOR 0.8 MILE TO U.S. HIGHWAY 89-A.  GO SOUTH ON 89-A
 FQ0343'FOR 5.0 MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 FQ0343'THE DIRT ROAD EASTERLY FOR 1.0 MILE TO AN UNDERPASS BENEATH
 FQ0343'THE NEW ROAD, GO THROUGH THE UNDERPASS AND FOLLOW THE DIRT ROAD
 FQ0343'SOUTHERLY FOR 4.4 MILES TO A BLADED ROAD ON THE LEFT.  (FROM
 FQ0343'THE UNDERPASS THE DIRT ROAD PARALLELS THE NEW CONSTRUCTION
 FQ0343'OF INTERSTATE HIGHWAY 17.) TURN LEFT ON THE BLADED ROAD AND
 FQ0343'GO 0.25 MILE TO A FORK, TAKE THE ROAD LEFT AND GO 0.1 MILE,
 FQ0343'TURN RIGHT AND PICK A WAY WESTWARD THROUGH THE TREES FOR
 FQ0343'0.05 MILE TO THE STATION.
 FQ0343'
 FQ0343'THE STATION MARK IS A STANDARD DISK STAMPED JAMES 1959, SET
 FQ0343'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT IS 54
 FQ0343'FEET EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE AND 3.8 FEET WEST
 FQ0343'OF A WITNESS POST.
 FQ0343'
 FQ0343'R.M. 1 IS A STANDARD DISK STAMPED JAMES NO 1 1959, CEMENTED IN
 FQ0343'A DRILL HOLE IN BEDROCK THAT PROJECTS 1 INCH.  IT IS 45 FEET
 FQ0343'EAST OF THE RIGHT-OF-WAY FENCE AND 44 FEET SOUTHWEST OF THE
 FQ0343'WITNESS POST.
 FQ0343'
 FQ0343'R.M. 2 IS A STANDARD DISK STAMPED JAMES NO 2 1959, SET IN
 FQ0343'A DRILL HOLE IN BEDROCK THAT IS FLUSH TO THE EAST AND PROJECTS
 FQ0343'2 FEET ON THE WEST.  IT IS 31.5 FEET WEST OF THE WITNESS POST
 FQ0343'AND 27 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 FQ0343'
 FQ0343'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JAMES 1959, SET
 FQ0343'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FQ0343'IT IS 85.8 FEET WEST OF A FOREST SERVICE ROAD, 29 FEET SOUTH
 FQ0343'OF A LARGE PINE TREE WITH A TRIANGLE BLAZE, 17 FEET WEST OF
 FQ0343'A TELEPHONE LINE AND 2.3 FEET NORTHEAST OF A WITNESS POST.
 FQ0343'
 FQ0343'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHWEST
 FQ0343'FROM THE STATION TO INTERSTATE HIGHWAY 17.  CROSS THE HIGHWAY
 FQ0343'AND CONTINUE SOUTHWEST TO THE AZIMUTH MARK.  IT IS ABOUT 0.2
 FQ0343'MILE AND A 10 MINUTE PACK.
 FQ0343
 FQ0343                          STATION RECOVERY (1959)
 FQ0343
 FQ0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FQ0343'10.8 MI SW FROM FLAGSTAFF.
 FQ0343'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0343'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0343'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO AN UNDERPASS
 FQ0343'BENEATH THE NEW ROAD, GO THROUGH THE UNDERPASS AND FOLLOW THE GRAVELED
 FQ0343'ROAD SOUTHERLY FOR 4.4 MILES TO A BLADED ROAD ON THE LEFT. (FROM THE
 FQ0343'UNDERPASS THE GRAVELED ROAD PARALLELS THE NEW CONSTRUCTION OF
 FQ0343'INTERSTATE HIGHWAY 17.) TURN ON THE BLADED ROAD AND GO SOUTH FOR 0.25
 FQ0343'MILE TO A FORK, THENCE ABOUT 0.1 MILE SOUTH THENCE WESTWARD THROUGH
 FQ0343'THE TRESS ABOUT 0.05, 54 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3.8 FEET
 FQ0343'WEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FQ0343'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0342 ***********************************************************************
 FQ0342  DESIGNATION -  JAMES RM 1
 FQ0342  PID         -  FQ0342
 FQ0342  STATE/COUNTY-  AZ/COCONINO
 FQ0342  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0342
 FQ0342                         *CURRENT SURVEY CONTROL
 FQ0342  ___________________________________________________________________
 FQ0342* NAD 83(1986)-  35 03 27.     (N)    111 41 00.     (W)     SCALED    
 FQ0342* NAVD 88     -      2076.704  (meters)    6813.32   (feet)  ADJUSTED  
 FQ0342  ___________________________________________________________________
 FQ0342  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0342  DYNAMIC HT  -        2073.758 (meters)    6803.65  (feet)  COMP
 FQ0342  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 FQ0342
 FQ0342  VERT ORDER  -  SECOND    CLASS 0
 FQ0342
 FQ0342.The horizontal coordinates were scaled from a topographic map and have
 FQ0342.an estimated accuracy of +/- 6 seconds.
 FQ0342
 FQ0342.The orthometric height was determined by differential leveling
 FQ0342.and adjusted in June 1991.
 FQ0342
 FQ0342.The geoid height was determined by GEOID03.
 FQ0342
 FQ0342.The dynamic height is computed by dividing the NAVD 88
 FQ0342.geopotential number by the normal gravity value computed on the
 FQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0342.degrees latitude (g = 980.6199 gals.).
 FQ0342
 FQ0342.The modeled gravity was interpolated from observed gravity values.
 FQ0342
 FQ0342;                    North         East    Units  Estimated Accuracy
 FQ0342;SPC AZ C     -   449,980.      234,640.      MT  (+/- 180 meters Scaled)
 FQ0342
 FQ0342                          SUPERSEDED SURVEY CONTROL
 FQ0342
 FQ0342  NGVD 29 (??/??/92) 2075.703  (m)         6810.04   (f) ADJ UNCH    2 0
 FQ0342
 FQ0342.Superseded values are not recommended for survey control.
 FQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0342.See file dsdata.txt to determine how the superseded data were derived.
 FQ0342
 FQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD376796(NAD 83)
 FQ0342_MARKER: DR = REFERENCE MARK DISK
 FQ0342_SETTING: 80 = SET IN A BOULDER
 FQ0342_SP_SET: BOULDER
 FQ0342_STAMPING: JAMES NO 1 1959
 FQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0342+STABILITY: SURFACE MOTION
 FQ0342
 FQ0342  HISTORY     - Date     Condition        Report By
 FQ0342  HISTORY     - 1959     MONUMENTED       CGS
 FQ0342
 FQ0342                          STATION DESCRIPTION
 FQ0342
 FQ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0342'10.8 MI SW FROM FLAGSTAFF.
 FQ0342'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 FQ0342'RAILROAD STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S.
 FQ0342'HIGHWAY 89A, THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO AN
 FQ0342'UNDERPASS BENEATH THE NEW HIGHWAY, GO THROUGH THE UNDERPASS AND FOLLOW
 FQ0342'THE GRAVELED ROAD SOUTHERLY FOR 4.4 MILES TO A BLADED ROAD, TURN ON
 FQ0342'THE BLADED ROAD AND GO SOUTH FOR 0.25 MILE TO A FORK, THENCE SOUTH
 FQ0342'ABOUT 0.1 MILE, THENCE WESTWARD THROUGH THE TREES ABOUT 0.05 MILE, 45
 FQ0342'FEET EAST OF THE RIGHT-OF-WAY FENCE, 44 FEET SOUTHWEST OF THE WITNESS
 FQ0342'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0341 ***********************************************************************
 FQ0341  DESIGNATION -  JAMES RM 2
 FQ0341  PID         -  FQ0341
 FQ0341  STATE/COUNTY-  AZ/COCONINO
 FQ0341  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0341
 FQ0341                         *CURRENT SURVEY CONTROL
 FQ0341  ___________________________________________________________________
 FQ0341* NAD 83(1986)-  35 03 27.     (N)    111 41 00.     (W)     SCALED    
 FQ0341* NAVD 88     -      2077.567  (meters)    6816.15   (feet)  ADJUSTED  
 FQ0341  ___________________________________________________________________
 FQ0341  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0341  DYNAMIC HT  -        2074.620 (meters)    6806.48  (feet)  COMP
 FQ0341  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 FQ0341
 FQ0341  VERT ORDER  -  SECOND    CLASS 0
 FQ0341
 FQ0341.The horizontal coordinates were scaled from a topographic map and have
 FQ0341.an estimated accuracy of +/- 6 seconds.
 FQ0341
 FQ0341.The orthometric height was determined by differential leveling
 FQ0341.and adjusted in June 1991.
 FQ0341
 FQ0341.The geoid height was determined by GEOID03.
 FQ0341
 FQ0341.The dynamic height is computed by dividing the NAVD 88
 FQ0341.geopotential number by the normal gravity value computed on the
 FQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0341.degrees latitude (g = 980.6199 gals.).
 FQ0341
 FQ0341.The modeled gravity was interpolated from observed gravity values.
 FQ0341
 FQ0341;                    North         East    Units  Estimated Accuracy
 FQ0341;SPC AZ C     -   449,980.      234,640.      MT  (+/- 180 meters Scaled)
 FQ0341
 FQ0341                          SUPERSEDED SURVEY CONTROL
 FQ0341
 FQ0341  NGVD 29 (??/??/92) 2076.566  (m)         6812.87   (f) ADJ UNCH    2 0
 FQ0341
 FQ0341.Superseded values are not recommended for survey control.
 FQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0341.See file dsdata.txt to determine how the superseded data were derived.
 FQ0341
 FQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD376796(NAD 83)
 FQ0341_MARKER: DR = REFERENCE MARK DISK
 FQ0341_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0341_SP_SET: BEDROCK
 FQ0341_STAMPING: JAMES NO 2 1959
 FQ0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0341+STABILITY: POSITION/ELEVATION WELL
 FQ0341
 FQ0341  HISTORY     - Date     Condition        Report By
 FQ0341  HISTORY     - 1959     MONUMENTED       CGS
 FQ0341
 FQ0341                          STATION DESCRIPTION
 FQ0341
 FQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0341'10.8 MI SW FROM FLAGSTAFF.
 FQ0341'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0341'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0341'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO AN UNDERPASS
 FQ0341'BENEATH THE NEW HIGHWAY, GO THROUGH THE UNDERPASS AND FOLLOW THE
 FQ0341'GRAVELED ROAD SOUTHERLY FOR 4.4 MILES TO A BLADED ROAD, TURN ON THE
 FQ0341'BLADED ROAD AND GO SOUTH FOR 0.25 MILE TO A FORK, THENCE SOUTH ABOUT
 FQ0341'0.1 MILE THENCE WESTWARD THROUGH THE TRESS ABOUT 0.05 MILE, 31.5 FEET
 FQ0341'WEST OF THE WITNESS POST, 26 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 FQ0341'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH TO THE EAST AND
 FQ0341'PROJECTS 2 FEET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1101 ***********************************************************************
 CY1101  DESIGNATION -  JAVA
 CY1101  PID         -  CY1101
 CY1101  STATE/COUNTY-  AZ/GRAHAM
 CY1101  USGS QUAD   -  JAVELINA PEAK (1966)
 CY1101
 CY1101                         *CURRENT SURVEY CONTROL
 CY1101  ___________________________________________________________________
 CY1101* NAD 83(1992)-  32 34 52.95799(N)    109 23 45.45020(W)     ADJUSTED  
 CY1101* NAVD 88     -      1705.4    (meters)    5595.     (feet)  VERTCON   
 CY1101  ___________________________________________________________________
 CY1101  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 CY1101  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CY1101  HORZ ORDER  -  FIRST
 CY1101
 CY1101.The horizontal coordinates were established by classical geodetic methods
 CY1101.and adjusted by the National Geodetic Survey in August 1993.
 CY1101
 CY1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1101
 CY1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1101
 CY1101.The geoid height was determined by GEOID03.
 CY1101
 CY1101;                    North         East     Units Scale Factor Converg.
 CY1101;SPC AZ E     -   175,592.678   285,717.058   MT  0.99996454   +0 24 54.2
 CY1101;SPC AZ E     -   576,091.46    937,391.92   iFT  0.99996454   +0 24 54.2
 CY1101;UTM  12      - 3,606,014.975   650,554.819   MT  0.99987951   +0 51 50.2
 CY1101
 CY1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1101!SPC AZ E     -   0.99973650  x   0.99996454  =   0.99970105
 CY1101!UTM  12      -   0.99973650  x   0.99987951  =   0.99961604
 CY1101
 CY1101|---------------------------------------------------------------------|
 CY1101| PID    Reference Object                     Distance      Geod. Az  |
 CY1101|                                                           dddmmss.s |
 CY1101| CY1102 JAVALINA WITNESS MARK                 0.126 METERS 02208     |
 CY1101| CC6745 JAVA RM 1                             8.498 METERS 04534     |
 CY1101| CC6744 JAVA AZ MK                                         0601042.8 |
 CY1101| CC6746 JAVA RM 2                             6.543 METERS 14355     |
 CY1101| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.43.2 KM 2801703.2 |
 CY1101|---------------------------------------------------------------------|
 CY1101
 CY1101                          SUPERSEDED SURVEY CONTROL
 CY1101
 CY1101  NAD 83(1986)-  32 34 52.95314(N)    109 23 45.44688(W) AD(       ) 1
 CY1101  NAD 27      -  32 34 52.70100(N)    109 23 43.20400(W) AD(       ) 1
 CY1101  NGVD 29 (07/19/86) 1704.7    (m)         5593.     (f) VERT ANG    3  
 CY1101
 CY1101.Superseded values are not recommended for survey control.
 CY1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1101.See file dsdata.txt to determine how the superseded data were derived.
 CY1101
 CY1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5055506015(NAD 83)
 CY1101_MARKER: DS = TRIANGULATION STATION DISK
 CY1101_SETTING: 66 = SET IN ROCK OUTCROP
 CY1101
 CY1101  HISTORY     - Date     Condition        Report By
 CY1101  HISTORY     - 1945     MONUMENTED       CGS
 CY1101  HISTORY     - 1965     GOOD             USGS
 CY1101
 CY1101                          STATION DESCRIPTION
 CY1101
 CY1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1101'STATION IS LOCATED ON A PROMINENT PEAK, THE HIGHEST IN THE S
 CY1101'END OF THE WHITLOCK MOUNTAINS.  AND, BY APPROXIMATE AIR LINE
 CY1101'DISTANCES, IS 21 MILES SE OF SOLOMONSVILLE, 20 MILES WSW OF
 CY1101'DUNCAN, 8 MILES ESE OF TANQUE, AND 6 MILES SW OF THE SEELY RANCH.
 CY1101'
 CY1101'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY1101'GO E ON U.S. HIGHWAY 70 FOR 17.9 MILES TO A GRAVEL ROAD RIGHT,
 CY1101'1.9 MILES AFTER PASSING A HIGHWAY SIGN WHICH READS DUNCAN 20.
 CY1101'TURN RIGHT ON THE GRAVEL ROAD S FOR 7.2 MILES, KEEPING ON
 CY1101'THE MAIN TRAVELED ROAD TO A ROAD FORK WHERE THE MAIN ROAD GOES
 CY1101'RIGHT TO THE SEELY RANCH AND STATION SEEL.  TURN LEFT AT
 CY1101'THIS FORK AND CONTINUE S FOR 0.3 MILE TO A GATE.  PASS THROUGH
 CY1101'GATE AND KEEP LEFT FORK THROUGH A C.C.C. CAMP 0.4 MILE TO
 CY1101'A FORK.  TAKE THE RIGHT FORK AND CONTINUE S FOR 3.6 MILES
 CY1101'TO A TRACK ROAD RIGHT THROUGH A GATE JUST BEFORE REACHING A
 CY1101'CATTLE GUARD.  TURN RIGHT (W) ON THE TRACK ROAD FOR 2.2
 CY1101'MILES TO A FORK.  THE LEFT FORK GOES 0.15 MILE TO A
 CY1101'WINDMILL, TANK AND CORRAL WHERE THE AZIMUTH MARK IS
 CY1101'LOCATED.  TO REACH THE STATION CONTINUE ON THE RIGHT
 CY1101'FORK FOR 1.3 MILES, TURN LEFT OFF THE ROAD, CROSS THE
 CY1101'WASH, AND CONTINUE W ALONG THE FENCE LINE A SHORT
 CY1101'DISTANCE TO A GATE.  PASS THROUGH GATE AND CONTINUE S
 CY1101'ON DIM TRACKS FOR 1.85 MILES TO THE END OF TRUCK
 CY1101'TRAVEL IN A SADDLE E OF THE STATION.  FROM HERE PACK W
 CY1101'ACROSS THE CANYON AND UP THE STEEP SLOPE TO THE HIGHEST POINT
 CY1101'AND THE STATION.
 CY1101'
 CY1101'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 CY1101'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE
 CY1101'THE GROUND AND IS STAMPED JAVA 1945.  IT IS LOCATED ON THE
 CY1101'HIGHEST PART OF THE HILL, 0.126 METER SSW OF THE IRON ROD
 CY1101'WHICH IS LEADED INTO THE BEDROCK AND IS A WITNESS MARK FOR
 CY1101'U.S. SOIL EROSION SERVICE STATION JAVALINA.  THE ROD IS
 CY1101'ABOUT 3/4 INCH DIAMETER PROJECTING ABOUT 1 INCH.
 CY1101'
 CY1101'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1101'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 1 INCH ABOVE
 CY1101'GROUND AND IS STAMPED JAVA NO 1 1945.  IT IS NE OF THE STATION
 CY1101'AND ABOUT 1 FOOT LOWER.
 CY1101'
 CY1101'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1101'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS
 CY1101'STAMPED JAVA NO 2 1945.  IT IS SSE OF THE STATION AND ABOUT 3
 CY1101'FEET LOWER.
 CY1101'
 CY1101'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE SW SIDE
 CY1101'OF THE CONCRETE FOUNDATION OF A BLACK STEEL WATER TANK AND
 CY1101'IS STAMPED JAVA 1945.  IT PROJECTS ABOUT 6 INCHES ABOVE
 CY1101'THE GROUND, IS ENE OF THE STATION, 27.4 FEET NW OF THE CENTER
 CY1101'OF THE WINDMILL, AND 17.9 FEET SSE OF A 4- BY 4-INCH WHITE
 CY1101'WITNESS POST.
 CY1101
 CY1101                          STATION RECOVERY (1965)
 CY1101
 CY1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY1101'STATION WAS RECOVERED.
 CY1101'
 CY1101'REVISED TO REACH--FROM SAFFORD POST OFFICE PROCEED EAST
 CY1101'ON U.S. HWY 70 21 MILES, TURN RIGHT AND PROCEED SOUTH ON
 CY1101'A GRAVEL ROAD 7.0 MILES TO THE HACKBERRY RANCH.  CONTINUE
 CY1101'SOUTH ALONG ROAD 3.3 MILES TO A FENCE AND WIRE GATE.  (AZIMUTH
 CY1101'MARK MAY BE REACHED BY PROCEEDING 2.5 MILES WEST ALONG A ROAD ON
 CY1101'THE NORTH SIDE OF THIS FENCE TO WINDMILL, TANK, AND CORRAL
 CY1101'WHERE THE AZIMUTH MARK IS LOCATED.  CONTINUE SOUTH ALONG
 CY1101'DIRT ROAD 9.0 MILES TO A FENCE AND GATE AT THE RABBIT FARM.
 CY1101'CONTINUE SOUTH ALONG DIRT ROAD 1.0 MILE, TURN RIGHT AND
 CY1101'PROCEED WEST THRU FENCE AND GATE ABOUT 1000 FEET NORTH OF THE
 CY1101'CHANEY PLACE.  FOLLOW DIRT ROAD NORTH AND WEST 6.4 MILES TO
 CY1101'BADGER DIN WELL WHICH IS LOCATED AT THE BASE OF THE
 CY1101'EXTREME SOUTH END OF THE WHITLOCK MOUNTAINS.  AT THIS
 CY1101'WINDMILL, WELL, AND CORRAL, TURN RIGHT AND FOLLOW ROAD EAST
 CY1101'AND NORTH 2.7 MILES TO END OF ROAD AT EAST BASE OF
 CY1101'HIGHEST PEAK.  FROM HERE PACK WEST TO HIGHEST POINT AND
 CY1101'STATION.  A 1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1102 ***********************************************************************
 CY1102  DESIGNATION -  JAVALINA WITNESS MARK
 CY1102  PID         -  CY1102
 CY1102  STATE/COUNTY-  AZ/GRAHAM
 CY1102  USGS QUAD   -  JAVELINA PEAK (1966)
 CY1102
 CY1102                         *CURRENT SURVEY CONTROL
 CY1102  ___________________________________________________________________
 CY1102* NAD 83(1992)-  32 34 52.96178(N)    109 23 45.44838(W)     ADJUSTED  
 CY1102* NAVD 88     -      1706.     (meters)    5597.     (feet)  SCALED    
 CY1102  ___________________________________________________________________
 CY1102  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 CY1102  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CY1102  HORZ ORDER  -  SECOND
 CY1102
 CY1102.The horizontal coordinates were established by classical geodetic methods
 CY1102.and adjusted by the National Geodetic Survey in August 1993.
 CY1102
 CY1102.The orthometric height was scaled from a topographic map.
 CY1102
 CY1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1102
 CY1102.The geoid height was determined by GEOID03.
 CY1102
 CY1102;                    North         East     Units Scale Factor Converg.
 CY1102;SPC AZ E     -   175,592.795   285,717.105   MT  0.99996454   +0 24 54.2
 CY1102;SPC AZ E     -   576,091.85    937,392.08   iFT  0.99996454   +0 24 54.2
 CY1102;UTM  12      - 3,606,015.092   650,554.865   MT  0.99987951   +0 51 50.2
 CY1102
 CY1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1102!SPC AZ E     -   0.99973645  x   0.99996454  =   0.99970100
 CY1102!UTM  12      -   0.99973645  x   0.99987951  =   0.99961599
 CY1102
 CY1102                          SUPERSEDED SURVEY CONTROL
 CY1102
 CY1102  NAD 83(1986)-  32 34 52.95693(N)    109 23 45.44506(W) AD(       ) 2
 CY1102  NAD 27      -  32 34 52.70500(N)    109 23 43.20200(W) AD(       ) 2
 CY1102
 CY1102.Superseded values are not recommended for survey control.
 CY1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1102.See file dsdata.txt to determine how the superseded data were derived.
 CY1102
 CY1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5055506015(NAD 83)
 CY1102_MARKER: I = METAL ROD
 CY1102_SETTING: 66 = SET IN ROCK OUTCROP
 CY1102_SP_SET: SET IN BEDROCK
 CY1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1102+STABILITY: POSITION/ELEVATION WELL
 CY1102
 CY1102  HISTORY     - Date     Condition        Report By
 CY1102  HISTORY     - 1945     MONUMENTED       USSES
 CY1102
 CY1102                          STATION DESCRIPTION
 CY1102
 CY1102'DESCRIBED BY US SOIL EROSION SERVICE 1945
 CY1102'STATION JAVA IS LOCATED ON A PROMINENT PEAK, THE HIGHEST IN THE S
 CY1102'END OF THE WHITLOCK MOUNTAINS.  AND, BY APPROXIMATE AIR LINE
 CY1102'DISTANCES, IS 21 MILES SE OF SOLOMONSVILLE, 20 MILES WSW OF
 CY1102'DUNCAN, 8 MILES ESE OF TANQUE, AND 6 MILES SW OF THE SEELY RANCH.
 CY1102'
 CY1102'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY1102'GO E ON U.S. HIGHWAY 70 FOR 17.9 MILES TO A GRAVEL ROAD RIGHT,
 CY1102'1.9 MILES AFTER PASSING A HIGHWAY SIGN WHICH READS DUNCAN 20.
 CY1102'TURN RIGHT ON THE GRAVEL ROAD S FOR 7.2 MILES, KEEPING ON
 CY1102'THE MAIN TRAVELED ROAD TO A ROAD FORK WHERE THE MAIN ROAD GOES
 CY1102'RIGHT TO THE SEELY RANCH AND STATION SEEL.  TURN LEFT AT
 CY1102'THIS FORK AND CONTINUE S FOR 0.3 MILE TO A GATE.  PASS THROUGH
 CY1102'GATE AND KEEP LEFT FORK THROUGH A C.C.C. CAMP 0.4 MILE TO
 CY1102'A FORK.  TAKE THE RIGHT FORK AND CONTINUE S FOR 3.6 MILES
 CY1102'TO A TRACK ROAD RIGHT THROUGH A GATE JUST BEFORE REACHING A
 CY1102'CATTLE GUARD.  TURN RIGHT (W) ON THE TRACK ROAD FOR 2.2
 CY1102'MILES TO A FORK.  THE LEFT FORK GOES 0.15 MILE TO A
 CY1102'WINDMILL, TANK AND CORRAL WHERE THE AZIMUTH MARK IS
 CY1102'LOCATED.  TO REACH THE STATION CONTINUE ON THE RIGHT
 CY1102'FORK FOR 1.3 MILES, TURN LEFT OFF THE ROAD, CROSS THE
 CY1102'WASH, AND CONTINUE W ALONG THE FENCE LINE A SHORT
 CY1102'DISTANCE TO A GATE.  PASS THROUGH GATE AND CONTINUE S
 CY1102'ON DIM TRACKS FOR 1.85 MILES TO THE END OF TRUCK
 CY1102'TRAVEL IN A SADDLE E OF THE STATION.  FROM HERE PACK W
 CY1102'ACROSS THE CANYON AND UP THE STEEP SLOPE TO THE HIGHEST POINT
 CY1102'AND STATION JAVA.
 CY1102'
 CY1102'STATION JAVA IS LOCATED ON THE
 CY1102'HIGHEST PART OF THE HILL, 0.126 METER SSW OF THE IRON ROD
 CY1102'WHICH IS LEADED INTO THE BEDROCK AND IS A WITNESS MARK FOR
 CY1102'U.S. SOIL EROSION SERVICE STATION JAVALINA.  THE ROD IS
 CY1102'ABOUT 3/4 INCH DIAMETER PROJECTING ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0860 ***********************************************************************
 CZ0860  DESIGNATION -  JAY
 CZ0860  PID         -  CZ0860
 CZ0860  STATE/COUNTY-  AZ/PIMA
 CZ0860  USGS QUAD   -  JAYNES (1992)
 CZ0860
 CZ0860                         *CURRENT SURVEY CONTROL
 CZ0860  ___________________________________________________________________
 CZ0860* NAD 83(1992)-  32 17 36.44264(N)    111 01 41.61150(W)     ADJUSTED  
 CZ0860* NAVD 88     -       684.27   (+/-2cm)    2245.0    (feet)  VERTCON   
 CZ0860  ___________________________________________________________________
 CZ0860  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 CZ0860  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0860  HORZ ORDER  -  SECOND
 CZ0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0860
 CZ0860.The horizontal coordinates were established by classical geodetic methods
 CZ0860.and adjusted by the National Geodetic Survey in August 1993.
 CZ0860
 CZ0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0860.The vertical order pertains to the NGVD 29 superseded value.
 CZ0860
 CZ0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0860
 CZ0860.The geoid height was determined by GEOID03.
 CZ0860
 CZ0860;                    North         East     Units Scale Factor Converg.
 CZ0860;SPC AZ C     -   143,751.571   297,036.200   MT  0.99998632   +0 28 28.9
 CZ0860;SPC AZ C     -   471,625.89    974,528.22   iFT  0.99998632   +0 28 28.9
 CZ0860;UTM  12      - 3,572,964.213   497,342.485   MT  0.99960009   -0 00 54.3
 CZ0860
 CZ0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0860!SPC AZ C     -   0.99989716  x   0.99998632  =   0.99988349
 CZ0860!UTM  12      -   0.99989716  x   0.99960009  =   0.99949730
 CZ0860
 CZ0860|---------------------------------------------------------------------|
 CZ0860| PID    Reference Object                     Distance      Geod. Az  |
 CZ0860|                                                           dddmmss.s |
 CZ0860| CZ0859 JAY RM 1                             27.652 METERS 06419     |
 CZ0860| CZ0861 JAY RM 2                             27.867 METERS 14132     |
 CZ0860| CH5777 HIGHWAY 84 STA 626+923 2251.45                     1421838.8 |
 CZ0860| CZ1958 TUCSON POL TRAINING CENTER TK       APPROX. 3.3 KM 1583958.9 |
 CZ0860|---------------------------------------------------------------------|
 CZ0860
 CZ0860                          SUPERSEDED SURVEY CONTROL
 CZ0860
 CZ0860  NAD 83(1986)-  32 17 36.43759(N)    111 01 41.60791(W) AD(       ) 2
 CZ0860  NAD 27      -  32 17 36.16620(N)    111 01 39.26830(W) AD(       ) 2
 CZ0860  NGVD 29 (??/??/92)  683.607  (m)         2242.80   (f) ADJ UNCH    2 0
 CZ0860
 CZ0860.Superseded values are not recommended for survey control.
 CZ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0860.See file dsdata.txt to determine how the superseded data were derived.
 CZ0860
 CZ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9734272964(NAD 83)
 CZ0860_MARKER: DS = TRIANGULATION STATION DISK
 CZ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0860_STAMPING: JAY 1959
 CZ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0860+STABILITY: SURFACE MOTION
 CZ0860
 CZ0860  HISTORY     - Date     Condition        Report By
 CZ0860  HISTORY     - 1960     MONUMENTED       CGS
 CZ0860  HISTORY     - 1960     GOOD             NGS
 CZ0860  HISTORY     - 1967     MARK NOT FOUND   USGS
 CZ0860
 CZ0860                          STATION DESCRIPTION
 CZ0860
 CZ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ0860'THE STATION IS 0.5 MILE SOUTHEAST OF THE VILLAGE OF JAYNES
 CZ0860'AND 0.4 MILE NORTHWEST OF MILE POST 238.
 CZ0860'
 CZ0860'TO REACH THE STATION FROM THE POST OFFICE AT CORTARO GO SOUTHEAST
 CZ0860'ON STATE HIGHWAY 84 FOR 5.0 MILES TO THE VILLAGE OF JAYNES,
 CZ0860'CONTINUE SOUTHEAST ON STATE HIGHWAY 84 FOR 0.5 MILE TO THE
 CZ0860'STATION ON THE LEFT.
 CZ0860'
 CZ0860'THE STATION MARK, STAMPED JAY 1959, IS A STANDARD DISK SET
 CZ0860'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0860'3 INCHES.  IT IS 125 FEET NORTHEAST OF THE CENTER OF THE NORTH
 CZ0860'BOUND TRAFFIC LANE OF STATE HIGHWAY 84, 124 FEET SOUTHWEST OF
 CZ0860'THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 26 FEET SOUTHWEST
 CZ0860'OF THE CENTER OF A GRAVELED ROAD.
 CZ0860'
 CZ0860'REFERENCE MARK NO. 1, STAMPED JAY NO 1 1959, IS A STANDARD
 CZ0860'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0860'PROJECTS 4 INCHES.  IT IS 53 FEET NORTHEAST OF THE CENTER
 CZ0860'OF THE GRAVELED ROAD, 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0860'OF THE RAILROAD TRACKS AND 1-1/2 FEET WEST OF A POWER POLE.
 CZ0860'
 CZ0860'REFERENCE MARK NO. 2, STAMPED JAY NO 2 1959, IS A STANDARD DISK
 CZ0860'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0860'5 INCHES.  IT IS 135 FEET NORTHEAST OF THE NORTH BOUND TRAFFIC
 CZ0860'LANE OF STATE HIGHWAY 84, 115 FEET SOUTHWEST OF THE SOUTHWEST
 CZ0860'RAIL OF THE RAILROAD TRACKS AND 20 FEET SOUTHWEST OF THE
 CZ0860'CENTER OF THE GRAVELED ROAD.
 CZ0860'
 CZ0860'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON
 CZ0860'THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 CZ0860'
 CZ0860'THE AZIMUTH MARK, STAMPED 2251.45 626+923, IS AN ARIZONA
 CZ0860'HIGHWAY DEPT. ELEV. DISK CEMENTED IN A DRILL HOLE IN THE
 CZ0860'NORTH HEAD WALL OF A CONCRETE CULVERT.  IT IS 73 FEET SOUTHWEST OF
 CZ0860'THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 15 FEET NORTHEAST OF
 CZ0860'THE CENTER OF THE GRAVELED ROAD.
 CZ0860
 CZ0860                          STATION RECOVERY (1960)
 CZ0860
 CZ0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0860'5.5 MI SE FROM CORTARO.
 CZ0860'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0860'CORTARO, 0.4 MILE NORTHWEST OF MILEPOST 238, 125 FEET NORTHEAST OF THE
 CZ0860'CENTER LINE OF THE NORTHBOUND TRAFFIC LANE, 124 FEET WEST OF WEST RAIL
 CZ0860'OF RAILROAD TRACKS, 26 FEET WEST OF THE CENTER OF A GRAVELED ROAD, SET
 CZ0860'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CZ0860
 CZ0860                          STATION RECOVERY (1967)
 CZ0860
 CZ0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0860'STATION NOT RECOVERED.  THERE IS EVIDENCE OF CONSTRUCTION
 CZ0860'ACTIVITY IN AREA WHILE CONSTRUCTING FREEWAY.  THE REMAINS
 CZ0860'OF WHAT APPEARED TO BE A STANDARD CONCRETE POST WAS FOUND.  IT
 CZ0860'COULD NOT BE DETERMINED WHAT REFERENCE MARK IT COULD BE
 CZ0860'SINCE THE AREA HAS CHANGED CONSIDERABLY SINCE DATE OF
 CZ0860'DESCRIPTION.
 CZ0860'
 CZ0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILES SE
 CZ0860'OF THE VILLAGE OF JANES AND 0.4 MI NW OF MI POST 238.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0853 ***********************************************************************
 DW0853  DESIGNATION -  JAY
 DW0853  PID         -  DW0853
 DW0853  STATE/COUNTY-  AZ/LA PAZ
 DW0853  USGS QUAD   -  BOUSE (1990)
 DW0853
 DW0853                         *CURRENT SURVEY CONTROL
 DW0853  ___________________________________________________________________
 DW0853* NAD 83(1992)-  33 56 02.00318(N)    114 00 24.10916(W)     ADJUSTED  
 DW0853* NAVD 88     -       287.82   (+/-2cm)     944.3    (feet)  VERTCON   
 DW0853  ___________________________________________________________________
 DW0853  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DW0853  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DW0853  HORZ ORDER  -  THIRD
 DW0853  VERT ORDER  -  THIRD ? (See Below)
 DW0853
 DW0853.The horizontal coordinates were established by classical geodetic methods
 DW0853.and adjusted by the National Geodetic Survey in August 1993.
 DW0853
 DW0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0853.The vertical order pertains to the NGVD 29 superseded value.
 DW0853
 DW0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0853
 DW0853.The geoid height was determined by GEOID03.
 DW0853
 DW0853;                    North         East     Units Scale Factor Converg.
 DW0853;SPC AZ W     -   325,362.040   189,628.300   MT  0.99994027   -0 08 35.9
 DW0853;SPC AZ W     - 1,067,460.76    622,140.09   iFT  0.99994027   -0 08 35.9
 DW0853;UTM  11      - 3,758,862.684   776,686.790   MT  1.00054385   +1 40 19.3
 DW0853;UTM  12      - 3,758,898.918   222,074.704   MT  1.00055232   -1 40 46.3
 DW0853
 DW0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0853!SPC AZ W     -   0.99995969  x   0.99994027  =   0.99989997
 DW0853!UTM  11      -   0.99995969  x   1.00054385  =   1.00050352
 DW0853!UTM  12      -   0.99995969  x   1.00055232  =   1.00051199
 DW0853
 DW0853|---------------------------------------------------------------------|
 DW0853| PID    Reference Object                     Distance      Geod. Az  |
 DW0853|                                                           dddmmss.s |
 DW0853| DW0258 BOUSE RAILROAD WATER TANK            65.898 METERS 09836     |
 DW0853| DW0818 J 99                                 68.759 METERS 11959     |
 DW0853| CF0890 JAY RM 1                             12.445 METERS 14642     |
 DW0853| CF0891 JAY RM 2                              8.679 METERS 24156     |
 DW0853| CF0889 JAY AZ MK                                          3300204.1 |
 DW0853|---------------------------------------------------------------------|
 DW0853
 DW0853                          SUPERSEDED SURVEY CONTROL
 DW0853
 DW0853  NAD 83(1986)-  33 56 02.00145(N)    114 00 24.11896(W) AD(       ) 3
 DW0853  NAD 27      -  33 56 01.91600(N)    114 00 21.33300(W) AD(       ) 3
 DW0853  NGVD 29 (07/19/86)  287.19   (m)          942.2    (f) LEVELING    3  
 DW0853
 DW0853.Superseded values are not recommended for survey control.
 DW0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0853.See file dsdata.txt to determine how the superseded data were derived.
 DW0853
 DW0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7668758863(NAD 83)
 DW0853_MARKER: DS = TRIANGULATION STATION DISK
 DW0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0853+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DW0853
 DW0853  HISTORY     - Date     Condition        Report By
 DW0853  HISTORY     - 1949     MONUMENTED       CGS
 DW0853  HISTORY     - 20060219 GOOD             USPSQD
 DW0853  HISTORY     - 20071019 GOOD             GEOCAC
 DW0853
 DW0853                          STATION DESCRIPTION
 DW0853
 DW0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0853'THE STATION IS LOCATED IN BOUSE 0.1 MILE NORTH OF THE JUNCTION
 DW0853'OF STATE HIGHWAY 72 AND 95, 140 FEET WEST OF THE WEST RAIL
 DW0853'OF THE SANTE FE RAILROAD, 235 FEET NORTHWEST OF RAILROAD MILE
 DW0853'POST 80, 78 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 DW0853'72, 42 FEET NORTHEAST OF A POWER LINE POLE AND 10 FEET WEST OF
 DW0853'A WHITE WITNESS POST.  THE STATION MARK PROJECTS 3 INCHES AND
 DW0853'IS STAMPED, JAY 1949.
 DW0853'
 DW0853'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0853'THE STATION MARK, PROJECTS 3 INCHES AND STAMPED, JAY NO 1 1949.
 DW0853'
 DW0853'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0853'THE STATION MARK, PROJECTS 6 INCHES AND STAMPED, JAY NO 2 1949.
 DW0853'
 DW0853'REFERENCE MARK NO. 3 IS A USC AND GS BENCH MARK SET IN THE NORTHWEST
 DW0853'CORNER OF AN ABANDONED CONCRETE ENGINE FOUNDATION 20 FEET WEST
 DW0853'OF THE WEST RAIL OF THE SANTE FE RAILROAD, 10 FEET NORTH OF
 DW0853'RAILROAD MILE POST 80, 3 FEET SOUTH OF A WHITE WITNESS POST,
 DW0853'PROJECTS 8 INCHES AND STAMPED, J 99 1935.
 DW0853'
 DW0853'THE AZIMUTH MARK IS LOCATED 45 FEET WEST OF THE CENTER LINE
 DW0853'OF STATE HIGHWAY 72, 3 FEET SOUTH OF A POWER LINE POLE, 3
 DW0853'FEET NORTH OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND
 DW0853'STAMPED, JAY 1949.
 DW0853'
 DW0853'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON STATE
 DW0853'HIGHWAY 72 FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT.
 DW0853
 DW0853                          STATION RECOVERY (2006)
 DW0853
 DW0853'RECOVERY NOTE BY US POWER SQUADRON 2006
 DW0853'RECOVERED IN GOOD CONDITION.
 DW0853
 DW0853                          STATION RECOVERY (2007)
 DW0853
 DW0853'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DW0853'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DW0853'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DW0853'THE WITNESS POST WAS NOT FOUND. DID NOT SEARCH FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0966 ***********************************************************************
 ES0966  DESIGNATION -  JAY
 ES0966  PID         -  ES0966
 ES0966  STATE/COUNTY-  AZ/COCONINO
 ES0966  USGS QUAD   -  JAYCOX MTN (1970)
 ES0966
 ES0966                         *CURRENT SURVEY CONTROL
 ES0966  ___________________________________________________________________
 ES0966* NAD 83(1992)-  34 50 27.69515(N)    111 15 24.19332(W)     ADJUSTED  
 ES0966* NAVD 88     -      2171.     (meters)    7123.     (feet)  SCALED    
 ES0966  ___________________________________________________________________
 ES0966  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 ES0966  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 ES0966  HORZ ORDER  -  SECOND
 ES0966
 ES0966.The horizontal coordinates were established by classical geodetic methods
 ES0966.and adjusted by the National Geodetic Survey in August 1993.
 ES0966
 ES0966.The orthometric height was scaled from a topographic map.
 ES0966
 ES0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0966
 ES0966.The geoid height was determined by GEOID03.
 ES0966
 ES0966;                    North         East     Units Scale Factor Converg.
 ES0966;SPC AZ C     -   426,138.180   273,716.006   MT  0.99994488   +0 22 37.3
 ES0966;SPC AZ C     - 1,398,091.14    898,018.39   iFT  0.99994488   +0 22 37.3
 ES0966;UTM  12      - 3,855,443.772   476,528.597   MT  0.99960679   -0 08 48.0
 ES0966
 ES0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0966!SPC AZ C     -   0.99966300  x   0.99994488  =   0.99960790
 ES0966!UTM  12      -   0.99966300  x   0.99960679  =   0.99926993
 ES0966
 ES0966|---------------------------------------------------------------------|
 ES0966| PID    Reference Object                     Distance      Geod. Az  |
 ES0966|                                                           dddmmss.s |
 ES0966| CH2566 JAY RM 2                             25.777 METERS 23332     |
 ES0966| CH2564 JAY AZ MK                                          2342243.0 |
 ES0966| CH2565 JAY RM 1                             15.780 METERS 32406     |
 ES0966|---------------------------------------------------------------------|
 ES0966
 ES0966                          SUPERSEDED SURVEY CONTROL
 ES0966
 ES0966  NAD 83(1986)-  34 50 27.68942(N)    111 15 24.19708(W) AD(       ) 2
 ES0966  NAD 27      -  34 50 27.61800(N)    111 15 21.68000(W) AD(       ) 2
 ES0966
 ES0966.Superseded values are not recommended for survey control.
 ES0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0966.See file dsdata.txt to determine how the superseded data were derived.
 ES0966
 ES0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7652955444(NAD 83)
 ES0966_MARKER: DS = TRIANGULATION STATION DISK
 ES0966_SETTING: 80 = SET IN A BOULDER
 ES0966_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ES0966
 ES0966  HISTORY     - Date     Condition        Report By
 ES0966  HISTORY     - 1936     MONUMENTED       CGS
 ES0966  HISTORY     - 1972     GOOD             AZHD
 ES0966
 ES0966                          STATION DESCRIPTION
 ES0966
 ES0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ES0966'THE STATION IS ON THE SLOPING RIDGE THAT EXTENDS NORTHEAST FROM
 ES0966'JAY COX MOUNTAIN, AND IS ABOUT 0.75 MILE FROM THE NORTHWEST END
 ES0966'OF THE MOUNTAIN.  THIS IS A BORDER STATION AND THE MOUNTAIN IS
 ES0966'OUTSIDE OF THE LIMIT.  THE STATION IS ABOUT 11 MILES SOUTHEAST
 ES0966'OF MORMON LAKE RANGER STATION AT THE SOUTHEAST END OF MORMON
 ES0966'LAKE, ABOUT 34 MILES AIRLINE SOUTHEAST OF FLAGSTAFF, AND ABOUT 8
 ES0966'MILES SOUTH OF WOODLAND RANGER STATION.  JAY COX MOUNTAIN, IS A
 ES0966'LOW, LONE HILL RISING ABOUT 300 FEET ABOVE THE SURROUNDING
 ES0966'COUNTRY AND COVERED WITH PINE TIMBER.  IT IS ABOUT 9 MILES
 ES0966'SOUTHEAST OF PINE HILL, A SIMILAR HILL AT THE JUNCTION OF
 ES0966'THE WOODLAND RANGER STATION AND KINNIKINICK ROADS.  THE
 ES0966'STATION MARK IS SET IN THE WEST END OF A ROUNDED TOP
 ES0966'RECTANGULAR BOULDER.  THE BOULDER PROJECTS ABOUT 8 INCHES.
 ES0966'THE STATION IS 92 FEET EAST-NORTHEAST OF A 2-FOOT JUNIPER
 ES0966'TREE.
 ES0966'
 ES0966'TO REACH FROM FLAGSTAFF, GO SOUTH ON U.S. HIGHWAY 66 FROM THE
 ES0966'UNDERPASS AT THE WEST END OF THE BUSINESS DISTRICT 0.4 MILE.
 ES0966'TAKE THE LEFT FORK, STATE HIGHWAY 79, AND GO 1.6 MILES, TAKE THE
 ES0966'LEFT FORK OFF HIGHWAY 79 AND GO TOWARD MORMON LAKE ON A GOOD
 ES0966'GRADED ROAD FOR 2.0 MILES, KEEP THE MAIN-TRAVELED ROAD (LEFT
 ES0966'FORK) AND GO 5.1 MILES TO LAKE MARY LODGE, THEN CONTINUE ON THE
 ES0966'MAIN HIGHWAY TOWARD MORMON LAKE 18.7 MILES.  TURN BACK TO THE
 ES0966'LEFT AT THIS POINT AND NORTHEAST UP THE HILL TO A GRADED ROAD
 ES0966'SIGN WOODLAND R.S. 12-1/2 M.  FOLLOW THIS ROAD 4.9 MILES,
 ES0966'TAKE RIGHT FORK SOUTH AT THE KINNIKINICK LAKE SIGN AND GO
 ES0966'SOUTH ON THE GRADED ROAD 3.7 MILES.  THIS POINT IS ABOUT 1
 ES0966'MILE FROM THE LAKE.  TAKE THE RIGHT FORK OFF THE GRADED ROAD AT
 ES0966'THE SIGN READING HAY LAKE AND FOLLOW THE ROCKY TRACK ROAD
 ES0966'4.2 MILES TO THE WEST END OF THE SWAMPY FLAT WHICH IS ABOUT 1-1/2
 ES0966'MILES NORTHWEST OF JAY COX MOUNTAIN.  PASS AROUND THE SWAMP
 ES0966'AND THEN GO SOUTH ON LEFT OFF THE ROAD THROUGH THE ROCKY
 ES0966'FLATS ALONG THE NORTH SIDE OF JAY COX MOUNTAIN.  PASS ABOUT 1/2
 ES0966'MILE NORTH OF THE MOUNTAIN AND GO UP A GENTLE SLOPE TO THE TOP
 ES0966'OF THE RIDGE WHICH EXTENDS NORTHEAST FROM THE STATION, 2.2 MILES
 ES0966'TO THE TOP AT A POINT ABOUT 0.75 MILE FROM THE NORTH END OF THE
 ES0966'MOUNTAIN AND STATION.
 ES0966'
 ES0966'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, SET IN A
 ES0966'LARGE RECTANGULAR BOULDER.  BOULDER PROJECTS ABOUT 10 INCHES.
 ES0966'
 ES0966'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, SET IN AN
 ES0966'18-INCH SQUARE FLAT-TOPPED BOULDER.  BOULDER PROJECTS ABOUT 4
 ES0966'INCHES.
 ES0966'
 ES0966'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE WEST OF STATION, 223 DEG
 ES0966'(MAG.), ABOUT HALFWAY UP THE SLOPE, ABOUT 100 YARDS NORTH OF
 ES0966'SADDLE.  MARK IS FLUSH WITH GROUND.
 ES0966'
 ES0966'LIGHTS SHOWN FROM THE GROUND AT STATIONS WOODLAND, SUNSET-1920,
 ES0966'METEOR AND CHEVELON-1920 WERE VISIBLE FROM A 20-FOOT STAND AT
 ES0966'THIS STATION.
 ES0966'
 ES0966'SURFACE, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ES0966'THERE IS NO UNDERGROUND MARK.
 ES0966'
 ES0966'HEIGHT OF LIGHT ABOVE STATION MARK - 20 FEET.
 ES0966
 ES0966                          STATION RECOVERY (1972)
 ES0966
 ES0966'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES0966'GENERAL LOCATION AS PER DESCRIPTION.
 ES0966'
 ES0966'TO REACH AS PER DESCRIPTION.
 ES0966'
 ES0966'STATION MARK AS PER DESCRIPTION.
 ES0966'
 ES0966'REFERENCE MARKS R.M. 1((51.77) IS STAMPED R.M. 2) AND R.M. 2
 ES0966'BOTH IN AND GOOD.
 ES0966'
 ES0966'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0859 ***********************************************************************
 CZ0859  DESIGNATION -  JAY RM 1
 CZ0859  PID         -  CZ0859
 CZ0859  STATE/COUNTY-  AZ/PIMA
 CZ0859  USGS QUAD   -  JAYNES (1992)
 CZ0859
 CZ0859                         *CURRENT SURVEY CONTROL
 CZ0859  ___________________________________________________________________
 CZ0859* NAD 83(1986)-  32 17 35.     (N)    111 01 40.     (W)     SCALED    
 CZ0859* NAVD 88     -       684.92   (+/-2cm)    2247.1    (feet)  VERTCON   
 CZ0859  ___________________________________________________________________
 CZ0859  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0859
 CZ0859.The horizontal coordinates were scaled from a topographic map and have
 CZ0859.an estimated accuracy of +/- 6 seconds.
 CZ0859
 CZ0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0859.The vertical order pertains to the NGVD 29 superseded value.
 CZ0859
 CZ0859.The geoid height was determined by GEOID03.
 CZ0859
 CZ0859;                    North         East    Units  Estimated Accuracy
 CZ0859;SPC AZ C     -   143,710.      297,080.      MT  (+/- 180 meters Scaled)
 CZ0859
 CZ0859                          SUPERSEDED SURVEY CONTROL
 CZ0859
 CZ0859  NGVD 29 (??/??/92)  684.252  (m)         2244.92   (f) ADJ UNCH    2 0
 CZ0859
 CZ0859.Superseded values are not recommended for survey control.
 CZ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0859.See file dsdata.txt to determine how the superseded data were derived.
 CZ0859
 CZ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA973729(NAD 83)
 CZ0859_MARKER: DR = REFERENCE MARK DISK
 CZ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0859_STAMPING: JAY NO 1 1959
 CZ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0859+STABILITY: SURFACE MOTION
 CZ0859
 CZ0859  HISTORY     - Date     Condition        Report By
 CZ0859  HISTORY     - 1960     MONUMENTED       CGS
 CZ0859  HISTORY     - 1960     GOOD             NGS
 CZ0859
 CZ0859                          STATION DESCRIPTION
 CZ0859
 CZ0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0859'5.5 MI SE FROM CORTARO.
 CZ0859'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0859'CORTARO, 0.4 MILE NORTHWEST OF MILEPOST 238, 53 FEET EAST OF THE
 CZ0859'CENTER OF THE GRAVELED ROAD, 35 FEET WEST OF THE WEST RAIL OF THE
 CZ0859'RAILROAD TRACKS, 1.5 FEET WEST OF A POWER LINE POLE, SET IN 12-INCH
 CZ0859'SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0861 ***********************************************************************
 CZ0861  DESIGNATION -  JAY RM 2
 CZ0861  PID         -  CZ0861
 CZ0861  STATE/COUNTY-  AZ/PIMA
 CZ0861  USGS QUAD   -  JAYNES (1992)
 CZ0861
 CZ0861                         *CURRENT SURVEY CONTROL
 CZ0861  ___________________________________________________________________
 CZ0861* NAD 83(1986)-  32 17 35.     (N)    111 01 40.     (W)     SCALED    
 CZ0861* NAVD 88     -       684.59   (+/-2cm)    2246.0    (feet)  VERTCON   
 CZ0861  ___________________________________________________________________
 CZ0861  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0861
 CZ0861.The horizontal coordinates were scaled from a topographic map and have
 CZ0861.an estimated accuracy of +/- 6 seconds.
 CZ0861
 CZ0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0861.The vertical order pertains to the NGVD 29 superseded value.
 CZ0861
 CZ0861.The geoid height was determined by GEOID03.
 CZ0861
 CZ0861;                    North         East    Units  Estimated Accuracy
 CZ0861;SPC AZ C     -   143,710.      297,080.      MT  (+/- 180 meters Scaled)
 CZ0861
 CZ0861                          SUPERSEDED SURVEY CONTROL
 CZ0861
 CZ0861  NGVD 29 (??/??/92)  683.920  (m)         2243.83   (f) ADJ UNCH    2 0
 CZ0861
 CZ0861.Superseded values are not recommended for survey control.
 CZ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0861.See file dsdata.txt to determine how the superseded data were derived.
 CZ0861
 CZ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA973729(NAD 83)
 CZ0861_MARKER: DR = REFERENCE MARK DISK
 CZ0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0861_STAMPING: JAY NO 2 1959
 CZ0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0861+STABILITY: SURFACE MOTION
 CZ0861
 CZ0861  HISTORY     - Date     Condition        Report By
 CZ0861  HISTORY     - 1960     MONUMENTED       CGS
 CZ0861  HISTORY     - 1960     GOOD             NGS
 CZ0861
 CZ0861                          STATION DESCRIPTION
 CZ0861
 CZ0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0861'5.5 MI SE FROM CORTARO.
 CZ0861'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0861'CORTARO, 0.4 MILE NORTHWEST OF MILEPOST 238, 91 FEET SOUTHEAST OF
 CZ0861'TRIANGULATION STATION, SET IN 12-INCH SQUARE CONCRETE POST PROJECTING
 CZ0861'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0547 ***********************************************************************
 CZ0547  DESIGNATION -  JAYNES
 CZ0547  PID         -  CZ0547
 CZ0547  STATE/COUNTY-  AZ/PIMA
 CZ0547  USGS QUAD   -  JAYNES (1992)
 CZ0547
 CZ0547                         *CURRENT SURVEY CONTROL
 CZ0547  ___________________________________________________________________
 CZ0547* NAD 83(2007)-  32 19 25.13533(N)    111 03 03.79234(W)     ADJUSTED  
 CZ0547* NAVD 88     -       675.847  (meters)    2217.34   (feet)  ADJUSTED  
 CZ0547  ___________________________________________________________________
 CZ0547  EPOCH DATE  -        2007.00
 CZ0547  X           -  -1,938,061.960 (meters)                     COMP
 CZ0547  Y           -  -5,035,408.582 (meters)                     COMP
 CZ0547  Z           -   3,391,159.132 (meters)                     COMP
 CZ0547  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CZ0547  ELLIP HEIGHT-         646.587 (meters)          (02/10/07) ADJUSTED
 CZ0547  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0547  DYNAMIC HT  -         674.931 (meters)    2214.34  (feet)  COMP
 CZ0547
 CZ0547  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0547  Type    PID    Designation                      North   East  Ellip
 CZ0547  -------------------------------------------------------------------
 CZ0547  NETWORK CZ0547 JAYNES                            0.76   0.78   1.53
 CZ0547  -------------------------------------------------------------------
 CZ0547  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 CZ0547
 CZ0547  VERT ORDER  -  FIRST     CLASS II
 CZ0547
 CZ0547.The horizontal coordinates were established by GPS observations
 CZ0547.and adjusted by the National Geodetic Survey in February 2007.
 CZ0547
 CZ0547.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0547.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0547.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0547.The epoch date for horizontal control is a decimal equivalence
 CZ0547.of Year/Month/Day.
 CZ0547
 CZ0547.The orthometric height was determined by differential leveling
 CZ0547.and adjusted in June 1991.
 CZ0547
 CZ0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0547
 CZ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0547
 CZ0547.The ellipsoidal height was determined by GPS observations
 CZ0547.and is referenced to NAD 83.
 CZ0547
 CZ0547.The geoid height was determined by GEOID03.
 CZ0547
 CZ0547.The dynamic height is computed by dividing the NAVD 88
 CZ0547.geopotential number by the normal gravity value computed on the
 CZ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0547.degrees latitude (g = 980.6199 gals.).
 CZ0547
 CZ0547.The modeled gravity was interpolated from observed gravity values.
 CZ0547
 CZ0547;                    North         East     Units Scale Factor Converg.
 CZ0547;SPC AZ C     -   147,081.921   294,859.078   MT  0.99998188   +0 27 46.3
 CZ0547;SPC AZ C     -   482,552.23    967,385.43   iFT  0.99998188   +0 27 46.3
 CZ0547;UTM  12      - 3,576,311.772   495,194.747   MT  0.99960028   -0 01 38.3
 CZ0547
 CZ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0547!SPC AZ C     -   0.99989849  x   0.99998188  =   0.99988037
 CZ0547!UTM  12      -   0.99989849  x   0.99960028  =   0.99949881
 CZ0547
 CZ0547|---------------------------------------------------------------------|
 CZ0547| PID    Reference Object                     Distance      Geod. Az  |
 CZ0547|                                                           dddmmss.s |
 CZ0547| CZ0548 JAYNES RM 1                          27.243 METERS 04452     |
 CZ0547| CZ0551 JAYNES RM 3 AZIMUTH                                1351108.6 |
 CZ0547| CZ0858 JAYNES RM 3                          32.806 METERS 13727     |
 CZ0547| CH5778 JAYNES RM 4                         168.777 METERS 29017     |
 CZ0547| CZ1965 AIRWAY BEACON 8                     APPROX.11.5 KM 3091126.7 |
 CZ0547| CZ0549 JAYNES RM 2                          21.108 METERS 31748     |
 CZ0547|---------------------------------------------------------------------|
 CZ0547
 CZ0547                          SUPERSEDED SURVEY CONTROL
 CZ0547
 CZ0547  ELLIP H (07/18/02)  646.621  (m)                       GP(       ) 4 2
 CZ0547  NAD 83(1992)-  32 19 25.13468(N)    111 03 03.79050(W) AD(       ) 1
 CZ0547  ELLIP H (08/23/93)  646.732  (m)                       GP(       ) 4 2
 CZ0547  NAD 83(1986)-  32 19 25.13063(N)    111 03 03.78681(W) AD(       ) 1
 CZ0547  NAD 27      -  32 19 24.86200(N)    111 03 01.44400(W) AD(       ) 1
 CZ0547  NAVD 88 (10/01/91)  675.85   (m)         2217.4    (f) LEVELING    3  
 CZ0547  NGVD 29 (??/??/92)  675.183  (m)         2215.16   (f) ADJ UNCH    1 2
 CZ0547
 CZ0547.Superseded values are not recommended for survey control.
 CZ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0547.See file dsdata.txt to determine how the superseded data were derived.
 CZ0547
 CZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9519576312(NAD 83)
 CZ0547_MARKER: DS = TRIANGULATION STATION DISK
 CZ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0547_SP_SET: CONCRETE POST
 CZ0547_STAMPING: JAYNES 1935
 CZ0547_MARK LOGO: CGS   
 CZ0547_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0547+STABILITY: SURFACE MOTION
 CZ0547
 CZ0547  HISTORY     - Date     Condition        Report By
 CZ0547  HISTORY     - 1935     MONUMENTED       CGS
 CZ0547  HISTORY     - 1942     GOOD             CGS
 CZ0547  HISTORY     - 1951     GOOD             CGS
 CZ0547  HISTORY     - 1951     GOOD             NGS
 CZ0547  HISTORY     - 1953     GOOD             USAF
 CZ0547  HISTORY     - 1960     GOOD             CGS
 CZ0547  HISTORY     - 1960     GOOD             NGS
 CZ0547  HISTORY     - 1967     GOOD             CGS
 CZ0547  HISTORY     - 1967     GOOD             USGS
 CZ0547  HISTORY     - 1980     GOOD             NGS
 CZ0547  HISTORY     - 1981     GOOD             NGS
 CZ0547  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0547
 CZ0547                          STATION DESCRIPTION
 CZ0547
 CZ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ0547'ABOUT 9 MILES NORTHWEST OF TUCSON, 2.1 MILES NORTHWEST OF
 CZ0547'JAYNES RAILROAD STATION, AND 0.7 MILE FROM RILLITO CREEK
 CZ0547'BRIDGE, ON STATE HIGHWAY NO. 84.  MARKED BY STANDARD BRONZE
 CZ0547'DISKS.  REFERENCE MARK NO. 1,
 CZ0547'A STANDARD BRONZE REFERENCE DISK IS 27.243 METERS
 CZ0547'(89.38 FEET) FROM STATION.  REFERENCE
 CZ0547'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK IS
 CZ0547'21.131 METERS (69.33 FEET) FROM STATION.
 CZ0547'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD
 CZ0547'BRONZE DISK, IS ON RIGHT SIDE OF ROAD IN CONCRETE CULVERT,
 CZ0547'0.1 MILE FROM STATION.
 CZ0547
 CZ0547                          STATION RECOVERY (1942)
 CZ0547
 CZ0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 CZ0547'ORIGINAL DESCRIPTION SUFFICES.  ALL MARKS ARE IN GOOD CONDITION.
 CZ0547
 CZ0547                          STATION RECOVERY (1951)
 CZ0547
 CZ0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CZ0547'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ0547'
 CZ0547'STATION IS LOCATED ABOUT 2.1 MILES NW OF JAYNES.  TO REACH
 CZ0547'THE STATION, GO 2.1 MILES NW ALONG STATE HIGHWAY 84 FROM THE
 CZ0547'SOUTHERN PACIFIC CO. RAILROAD STATION AT JAYNES.
 CZ0547'
 CZ0547'STATION MARK IS A STANDARD DISK, STAMPED JAYNES 1935, SET IN
 CZ0547'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 CZ0547'IT IS LOCATED 0.7 MILE NW OF THE BRIDGE OVER RILLITO CREEK,
 CZ0547'ABOUT 8 POLES SE OF RAILROAD MILE POLE 975, 52-1/2 FEET SW
 CZ0547'OF THE HIGHWAY CENTER LINE, AND 5.4 FEET NE OF A WIRE HIGHWAY
 CZ0547'RIGHT-OF-WAY FENCE.
 CZ0547'
 CZ0547'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED JAYNES
 CZ0547'NO 1 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CZ0547'FOOT ABOVE GROUND, 89.38 FEET NE OF THE STATION.
 CZ0547'
 CZ0547'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED JAYNES NO 2 1935,
 CZ0547'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND,
 CZ0547'69.33 FEET WNW OF THE STATION.
 CZ0547'
 CZ0547'AZIMUTH MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED JAYNES
 CZ0547'AZIMUTH NO 3 1935, SET IN THE TOP OF THE CENTER OF THE SW
 CZ0547'HEAD WALL OF HIGHWAY CULVERT.  IT IS 0.1 MILE ESE OF THE STATION.
 CZ0547
 CZ0547                          STATION RECOVERY (1951)
 CZ0547
 CZ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CZ0547'2.1 MI NW FROM JAYNES.
 CZ0547'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0547'RAILROAD FROM THE RAILROAD STATION AT JAYNES, 0.7 MILE NORTHWEST OF
 CZ0547'RILLITO CREEK, 0.3 MILE NORTHWEST OF A T JUNCTION OF THE HIGHWAY AND A
 CZ0547'GRAVEL ROAD LEADING NORTHEAST TO GREEN FIELDS BOYS SCHOOL, 8 POLES
 CZ0547'SOUTHEAST OF MILE POLE 975, 66 YARDS SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0547'OF SOUTHERN PACIFIC SINGLE TRACKS, 52 1/2 FEET SOUTHWEST FOR THE
 CZ0547'HIGHWAY CENTERLINE, 5.4 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY
 CZ0547'FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, IN THE TOP OF A CONCRETE
 CZ0547'POST PROJECTING 0.3 FEET ABOVE GROUND, AND ABOUT LEVEL WITH THE
 CZ0547'HIGHWAY IN ELEVATION.
 CZ0547
 CZ0547                          STATION RECOVERY (1953)
 CZ0547
 CZ0547'RECOVERY NOTE BY US AIR FORCE 1953
 CZ0547'LETTER OF MAJOR HOWARD A. BURD, COMDG., 1ST COMPUTATIONS
 CZ0547'TECHNICAL SQUADRON, FORBES AIR FORCE BASE, TOPEKA, KANSAS,
 CZ0547'DATED 3 MARCH 1953--
 CZ0547'
 CZ0547'ALL MARKERS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CZ0547'
 CZ0547'STATION IS A STANDARD TRIANGULATION MARKER, SET IN CONCRETE
 CZ0547'AND PROJECTING 6 IN. ON THE W SIDE OF STATE HIGHWAY 84.
 CZ0547'
 CZ0547'TO REACH THE STATION FROM JAYNES RAILROAD STATION, GO N ON
 CZ0547'STATE HIGHWAY 84 FOR 2.0 MI. TO A CONCRETE CULVERT AND THE
 CZ0547'AZIMUTH MARK ON THE LEFT, EMBEDDED ON THE CULVERT, CONTINUE
 CZ0547'FOR 0.2 MI. TO THE STATION ON THE LEFT.
 CZ0547
 CZ0547                          STATION RECOVERY (1960)
 CZ0547
 CZ0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0547'STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK 2
 CZ0547'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE
 CZ0547'MARK 1 HAD BEEN DESTROYED, REFERENCE MARKS 3 AND 4 WERE
 CZ0547'ESTABLISHED.  DUE TO A POWERLINE ABOVE THE STATION MARK PREVENTING
 CZ0547'THE BUILDING OF A STEEL TOWER REFERENCE MARK 4 WAS OCCUPIED.
 CZ0547'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CZ0547'
 CZ0547'STATION IS LOCATED IN THE MEDIAN BETWEEN THE NORTHWEST AND
 CZ0547'SOUTHEAST LANES OF STATE HIGHWAY 84, ABOUT 3 MILES SOUTHEAST
 CZ0547'OF CORTARO AND 2 MILES NORTHWEST OF JAYNES.
 CZ0547'
 CZ0547'REACHED FROM THE POST OFFICE IN CORTARO BY GOING SOUTHEAST
 CZ0547'ON STATE HIGHWAY 84 FOR 3.0 MILES TO MILE POST 235 ON THE
 CZ0547'RIGHT AND THE STATION ON THE LEFT.
 CZ0547'
 CZ0547'STATION MARK IS A STANDARD DISK, STAMPED JAYNES 1935, SET
 CZ0547'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING
 CZ0547'5 INCHES.  IT IS 176 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0547'OF RAILROAD TRACKS, 163 FEET SOUTHEAST OF A POWERLINE POLE,
 CZ0547'110 FEET NORTHWEST OF A POWERLINE POLE AND 100 FEET WEST
 CZ0547'OF TELEPHONE POLE NUMBER 4.
 CZ0547'
 CZ0547'REFERENCE MARK 2 IS STAMPED JAYNES NO 2 1935 AND PROJECTS
 CZ0547'1 INCH.  IT IS 176 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND
 CZ0547'94 FEET SOUTHEAST OF A POWERLINE POLE.
 CZ0547'
 CZ0547'REFERENCE MARK 3 IS 177 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0547'AND 1 FOOT NORTH WEST OF A POWERLINE POLE.
 CZ0547'
 CZ0547'REFERENCE MARK 4 IS 91.5 FEET NORTHWEST OF A POWERLINE POLE,
 CZ0547'78 FEET SOUTHWEST OF THE SOUTHEAST BOUND LANE OF STATE HIGHWAY
 CZ0547'84, 38.4 FEET SOUTHWEST OF MILEPOST 235 AND 21.9 FEET NORTHEAST
 CZ0547'OF A WITNESS POST.  IT IS SET 12 INCHES BELOW THE GROUND
 CZ0547'SURFACE.
 CZ0547'
 CZ0547'REFERENCE MARKS 3 AND 4 ARE STAMPED NO 3 AND 4 1959 RESPECTIVELY.
 CZ0547'
 CZ0547'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED JAYNES
 CZ0547'AZIMUTH NO 3 1935, CEMENTED IN A DRILL HOLE IN THE CENTER
 CZ0547'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 CZ0547'NORTHWEST BOUND LANE OF STATE HIGHWAY 84.  IT IS 0.1 MILE
 CZ0547'SOUTHEAST OF THE STATION.
 CZ0547
 CZ0547                          STATION RECOVERY (1960)
 CZ0547
 CZ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0547'RECOVERED IN GOOD CONDITION.
 CZ0547
 CZ0547                          STATION RECOVERY (1967)
 CZ0547
 CZ0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ0547'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CZ0547'FOUND IN GOOD CONDITION.
 CZ0547'
 CZ0547'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.  STATE HIGHWAY
 CZ0547'84 IS NOW A FRONTAGE ROAD ON THE NORTH SIDE OF INTERSTATE
 CZ0547'HIGHWAY 10.
 CZ0547
 CZ0547                          STATION RECOVERY (1967)
 CZ0547
 CZ0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0547'RECOVERED AS DESCRIBED EXCEPT AS NOTED.  THE TO REACH MILEAGE IS
 CZ0547'ALL RIGHT.  STATION LOCATED BETWEEN NORTHBOUND LANE OF FREEWAY
 CZ0547'AND EAST ACCESS ROAD, 52.5 FEET SW OF ACCESS ROAD CENTER LINE
 CZ0547'STAMPED JAYNES 1935.  REFERENCE MARK 1 HAS BEEN HIT BY ROAD
 CZ0547'EQUIPMENT AND IS LAYING ON ITS SIDE.  REFERENCE MARK 2 A STANDARD
 CZ0547'C AND GS TABLET STAMPED JAYNES 2 1935 IS SET IN CONCRETE 3
 CZ0547'FT WEST OF FENCE, ABOUT 125 FT NW OF POWERLINE POLE.  REFERENCE
 CZ0547'MARK 3 IS A STANDARD C AND GS R.M. TABLET STAMPED JAYNES
 CZ0547'3 1935 SET IN CONCRETE 2 FT W. OF FENCE ABOUT 50 FT S OF
 CZ0547'A POWER POLE.  THIS MARK HAS BEEN SLIGHTLY DISTURBED
 CZ0547'(TILTED) BY ROAD EQUIPMENT.  REFERENCE MARK 4 WAS NOT FOUND.
 CZ0547'
 CZ0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 CZ0547'MILES NW OF TUCSON.
 CZ0547
 CZ0547                          STATION RECOVERY (1980)
 CZ0547
 CZ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0547'THE MARK IS 0.3 M BELOW OLD HIGHWAY.
 CZ0547'14.0 KILOMETERS (8.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0547'RAILROAD FROM THE STATION AT TUCSON, 53.9 METERS (177 FEET)
 CZ0547'SOUTHWEST OF AND ACROSS THE FRONTAGE ROAD FROM THE SOUTHWEST RAIL,
 CZ0547'72.4 METERS (238 FEET) NORTH OF THE CENTERLINE OF ORANGE GROVE ROAD,
 CZ0547'28.6 METERS (94 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 CZ0547'ON-RAMP TO INTERSTATE HIGHWAY 10, 16.1 METERS (53 FEET) SOUTHWEST
 CZ0547'OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY) AND 0.8 METER
 CZ0547'(2.8 FEET) SOUTHWEST OF A FENCE LINE.
 CZ0547'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 CZ0547
 CZ0547                          STATION RECOVERY (1981)
 CZ0547
 CZ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CN)
 CZ0547'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 CZ0547'RECOVERED AS DESCRIBED IN 1967.  DUE TO CONSTRUCTION ALONG ORANGE
 CZ0547'GROVE ROAD AND INTERSTATE HIGHWAY 10, THE STATION WILL SOON BE
 CZ0547'DESTROYED.  JAYNES 2 WAS ESTABLISHED NEARBY.
 CZ0547
 CZ0547                          STATION RECOVERY (2006)
 CZ0547
 CZ0547'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0547'THE ENTIRE AREA HAS BEEN GRADED SMOOTH. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0551 ***********************************************************************
 CZ0551  DESIGNATION -  JAYNES RM 3 AZIMUTH
 CZ0551  PID         -  CZ0551
 CZ0551  STATE/COUNTY-  AZ/PIMA
 CZ0551  USGS QUAD   -  JAYNES (1992)
 CZ0551
 CZ0551                         *CURRENT SURVEY CONTROL
 CZ0551  ___________________________________________________________________
 CZ0551* NAD 83(1986)-  32 19 17.     (N)    111 02 54.     (W)     SCALED    
 CZ0551* NAVD 88     -       674.477  (meters)    2212.85   (feet)  ADJUSTED  
 CZ0551  ___________________________________________________________________
 CZ0551  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ0551  DYNAMIC HT  -         673.562 (meters)    2209.84  (feet)  COMP
 CZ0551  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 CZ0551
 CZ0551  VERT ORDER  -  FIRST     CLASS II
 CZ0551
 CZ0551.The horizontal coordinates were scaled from a topographic map and have
 CZ0551.an estimated accuracy of +/- 6 seconds.
 CZ0551
 CZ0551.The orthometric height was determined by differential leveling
 CZ0551.and adjusted in June 1991.
 CZ0551
 CZ0551.The geoid height was determined by GEOID03.
 CZ0551
 CZ0551.The dynamic height is computed by dividing the NAVD 88
 CZ0551.geopotential number by the normal gravity value computed on the
 CZ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0551.degrees latitude (g = 980.6199 gals.).
 CZ0551
 CZ0551.The modeled gravity was interpolated from observed gravity values.
 CZ0551
 CZ0551;                    North         East    Units  Estimated Accuracy
 CZ0551;SPC AZ C     -   146,830.      295,120.      MT  (+/- 180 meters Scaled)
 CZ0551
 CZ0551                          SUPERSEDED SURVEY CONTROL
 CZ0551
 CZ0551  NGVD 29 (??/??/92)  673.812  (m)         2210.66   (f) ADJ UNCH    1 2
 CZ0551
 CZ0551.Superseded values are not recommended for survey control.
 CZ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0551.See file dsdata.txt to determine how the superseded data were derived.
 CZ0551
 CZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA954760(NAD 83)
 CZ0551_MARKER: DR = REFERENCE MARK DISK
 CZ0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0551_SP_SET: CULVERT
 CZ0551_STAMPING: JAYNES AZIMUTH NO3 1935
 CZ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0551
 CZ0551  HISTORY     - Date     Condition        Report By
 CZ0551  HISTORY     - 1935     MONUMENTED       CGS
 CZ0551  HISTORY     - 1951     GOOD             NGS
 CZ0551  HISTORY     - 1960     GOOD             NGS
 CZ0551  HISTORY     - 1980     GOOD             NGS
 CZ0551  HISTORY     - 19960521 MARK NOT FOUND   USPSQD
 CZ0551  HISTORY     - 19970309 GOOD             USPSQD
 CZ0551  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0551  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0551
 CZ0551                          STATION DESCRIPTION
 CZ0551
 CZ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0551'1.9 MI NW FROM JAYNES.
 CZ0551'2.0 MILES NORTHWEST ALONG THE STATE HIGHWAY 84 AND THE SOUTHERN
 CZ0551'PACIFIC RAILROAD FROM THE RAILROAD STATION AT JAYNES, 0.2 MILE
 CZ0551'NORTHWEST OF A T JUNCTION OF THE HIGHWAY WITH A GRAVEL ROAD LEADING
 CZ0551'NORTHEAST TO GREEN FIELDS BOYS SCHOOL, AT RAILROAD MILEAGE 975.47, IN
 CZ0551'THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEADWALL OF A
 CZ0551'DOUBLE BOX-TYPE CONCRETE CULVERT, 16 1/2 FEET SOUTHWEST OF THE HIGHWAY
 CZ0551'CENTERLINE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 CZ0551
 CZ0551                          STATION RECOVERY (1960)
 CZ0551
 CZ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0551'RECOVERED IN GOOD CONDITION.
 CZ0551
 CZ0551                          STATION RECOVERY (1980)
 CZ0551
 CZ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0551'13.7 KILOMETERS (8.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0551'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ0551'SOUTHEAST OF ORANGE GROVE ROAD, AT RAILROAD MILEAGE 975.47, IN THE
 CZ0551'TOP AND CENTER OF THE SOUTHWEST HEADWALL OF A DOUBLE BOX CULVERT
 CZ0551'UNDER THE OLD HIGHWAY, 5.0 METERS (16.5 FEET) SOUTHWEST OF THE
 CZ0551'CENTERLINE OF THE OLD HIGHWAY.
 CZ0551'THE MARK IS 0.1 M ABOVE THE OLD HIGHWAY.
 CZ0551
 CZ0551                          STATION RECOVERY (1996)
 CZ0551
 CZ0551'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0551'MARK NOT FOUND.
 CZ0551
 CZ0551                          STATION RECOVERY (1997)
 CZ0551
 CZ0551'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0551'RECOVERED IN GOOD CONDITION.
 CZ0551
 CZ0551                          STATION RECOVERY (2006)
 CZ0551
 CZ0551'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0551'MARK NOT FOUND.  NO BOX CULVERT.
 CZ0551
 CZ0551                          STATION RECOVERY (2006)
 CZ0551
 CZ0551'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0551'AN RV STORAGE FACILITY HAS BEEN BUILT AT THE DESCRIBED LOCATION. THE
 CZ0551'CULVERT MAY HAVE BEEN INCORPORATED INTO THE NEW STRUCTURE, BUT THE TOP
 CZ0551'OF THE HEADWALL IS NOW INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1177 ***********************************************************************
 CG1177  DESIGNATION -  JCT
 CG1177  PID         -  CG1177
 CG1177  STATE/COUNTY-  AZ/COCHISE
 CG1177  USGS QUAD   -  TOMBSTONE SE (1982)
 CG1177
 CG1177                         *CURRENT SURVEY CONTROL
 CG1177  ___________________________________________________________________
 CG1177* NAD 83(1992)-  31 30 48.95599(N)    110 00 47.64088(W)     ADJUSTED  
 CG1177* NAVD 88     -      1609.1    (meters)    5279.     (feet)  VERTCON   
 CG1177  ___________________________________________________________________
 CG1177  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 CG1177  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CG1177  HORZ ORDER  -  SECOND
 CG1177
 CG1177.The horizontal coordinates were established by classical geodetic methods
 CG1177.and adjusted by the National Geodetic Survey in August 1993.
 CG1177
 CG1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1177
 CG1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1177
 CG1177.The geoid height was determined by GEOID03.
 CG1177
 CG1177;                    North         East     Units Scale Factor Converg.
 CG1177;SPC AZ E     -    56,949.212   227,932.940   MT  0.99990262   +0 04 48.7
 CG1177;SPC AZ E     -   186,841.25    747,811.48   iFT  0.99990262   +0 04 48.7
 CG1177;UTM  12      - 3,486,945.621   593,696.155   MT  0.99970828   +0 30 57.0
 CG1177
 CG1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1177!SPC AZ E     -   0.99975173  x   0.99990262  =   0.99965437
 CG1177!UTM  12      -   0.99975173  x   0.99970828  =   0.99946008
 CG1177
 CG1177|---------------------------------------------------------------------|
 CG1177| PID    Reference Object                     Distance      Geod. Az  |
 CG1177|                                                           dddmmss.s |
 CG1177| CS6127 JCT RM 1                              6.779 METERS 03903     |
 CG1177| CS6128 JCT RM 2                             17.912 METERS 12707     |
 CG1177|---------------------------------------------------------------------|
 CG1177
 CG1177                          SUPERSEDED SURVEY CONTROL
 CG1177
 CG1177  NAD 83(1986)-  31 30 48.94983(N)    110 00 47.63295(W) AD(       ) 2
 CG1177  NGVD 29 (06/28/91) 1608.2    (m)         5276.     (f) VERT ANG    3  
 CG1177
 CG1177.Superseded values are not recommended for survey control.
 CG1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1177.See file dsdata.txt to determine how the superseded data were derived.
 CG1177
 CG1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9369686946(NAD 83)
 CG1177_MARKER: DS = TRIANGULATION STATION DISK
 CG1177_SETTING: 66 = SET IN ROCK OUTCROP
 CG1177_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1177+STABILITY: POSITION/ELEVATION WELL
 CG1177
 CG1177  HISTORY     - Date     Condition        Report By
 CG1177  HISTORY     - 1986     MONUMENTED       AZDT
 CG1177
 CG1177                          STATION DESCRIPTION
 CG1177
 CG1177'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1177'THE STATION IS LOCATED ON TOP OF A HILL ABOUT 0.2 MILE NORTH OF THE
 CG1177'JUNCTION OF U.S. HIGHWAY 80 AND STATE ROUTE 90 WHICH IS 15 MILES EAST
 CG1177'OF SIERRA VISTA.
 CG1177'
 CG1177'THE STATION MARK IS AN AZDT DISK STAMPED---JCT 1986---.  IT IS SET IN
 CG1177'BEDROCK ON TOP OF THE HILL.
 CG1177'
 CG1177'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JCT RM 1 1986---.  IT IS
 CG1177'SET IN BEDROCK.
 CG1177'
 CG1177'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JCT RM 2 1986---.  IT IS
 CG1177'SET IN BEDROCK.
 CG1177'
 CG1177'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1177'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TRAVEL EAST
 CG1177'ALONG SR 90 FOR 16.1 MILES TO THE JUNCTION WITH U.S. HIGHWAY 80.  TURN
 CG1177'LEFT AND TRAVEL NORTH ALONG U.S. 80 FOR 0.15 MILES TO A TRAFFIC PULL
 CG1177'OUT AREA ON THE RIGHT AND END OF TRUCK TRAVEL.  PACK SOUTHEAST TO THE
 CG1177'TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0057 ***********************************************************************
 EU0057  DESIGNATION -  JEDD
 EU0057  PID         -  EU0057
 EU0057  STATE/COUNTY-  AZ/MOHAVE
 EU0057  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0057
 EU0057                         *CURRENT SURVEY CONTROL
 EU0057  ___________________________________________________________________
 EU0057* NAD 83(1992)-  34 44 23.08531(N)    114 14 04.28118(W)     ADJUSTED  
 EU0057* NAVD 88     -       403.10   (+/-2cm)    1322.5    (feet)  VERTCON   
 EU0057  ___________________________________________________________________
 EU0057  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 EU0057  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EU0057  HORZ ORDER  -  SECOND
 EU0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0057
 EU0057.The horizontal coordinates were established by classical geodetic methods
 EU0057.and adjusted by the National Geodetic Survey in August 1993.
 EU0057
 EU0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0057.The vertical order pertains to the NGVD 29 superseded value.
 EU0057
 EU0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0057
 EU0057.The geoid height was determined by GEOID03.
 EU0057
 EU0057;                    North         East     Units Scale Factor Converg.
 EU0057;SPC AZ W     -   414,825.716   168,992.006   MT  0.99995759   -0 16 34.0
 EU0057;SPC AZ W     - 1,360,976.76    554,435.72   iFT  0.99995759   -0 16 34.0
 EU0057;UTM  11      - 3,847,666.003   753,185.532   MT  1.00039016   +1 34 36.3
 EU0057
 EU0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0057!SPC AZ W     -   0.99994149  x   0.99995759  =   0.99989908
 EU0057!UTM  11      -   0.99994149  x   1.00039016  =   1.00033162
 EU0057
 EU0057|---------------------------------------------------------------------|
 EU0057| PID    Reference Object                     Distance      Geod. Az  |
 EU0057|                                                           dddmmss.s |
 EU0057| EU0056 JEDD RM 1                             9.942 METERS 08454     |
 EU0057| EU0058 JEDD RM 2                            21.352 METERS 19622     |
 EU0057| CC6528 I40 STA 1208.22                                    3183156.6 |
 EU0057| CC5453 JEDD AZ MK                                         3315220.6 |
 EU0057|---------------------------------------------------------------------|
 EU0057
 EU0057                          SUPERSEDED SURVEY CONTROL
 EU0057
 EU0057  NAD 83(1986)-  34 44 23.08733(N)    114 14 04.28869(W) AD(       ) 2
 EU0057  NAD 27      -  34 44 23.05910(N)    114 14 01.45590(W) AD(       ) 2
 EU0057  NGVD 29 (??/??/??)  402.409  (m)         1320.24   (f) ADJUSTED    2 0
 EU0057
 EU0057.Superseded values are not recommended for survey control.
 EU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0057.See file dsdata.txt to determine how the superseded data were derived.
 EU0057
 EU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5318647666(NAD 83)
 EU0057_MARKER: DE = TRAVERSE STATION DISK
 EU0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0057_STAMPING: JEDD 1961
 EU0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0057+STABILITY: SURFACE MOTION
 EU0057
 EU0057  HISTORY     - Date     Condition        Report By
 EU0057  HISTORY     - 1961     MONUMENTED       CGS
 EU0057  HISTORY     - 1961     GOOD             CGS
 EU0057  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0057  HISTORY     - 1971     GOOD             NGS
 EU0057  HISTORY     - 1971     GOOD             AZHD
 EU0057
 EU0057                          STATION DESCRIPTION
 EU0057
 EU0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0057'STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF TOPOCK,
 EU0057'11 MILES SOUTHWEST OF YUCCA AND ON A SMALL ROUND TOP KNOLL ABOUT
 EU0057'0.3 MILE SOUTH OF U.S. HIGHWAY 66.
 EU0057'
 EU0057'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND MAIN SURFACED
 EU0057'ROAD WEST IN YUCCA, GO SOUTH AND WEST ON U.S. HIGHWAY 66 FOR 10.7
 EU0057'MILES TO MILE POST 15, CONTINUE SOUTHWESTERLY ON U.S. HIGHWAY 66
 EU0057'FOR 0.5 MILE TO BRIDGE AND AZIMUTH MARK AS DESCRIBED, CONTINUE
 EU0057'SOUTHWESTERLY ON U.S. HIGHWAY 66 FOR 0.65 MILE TO A IRON GATE ON
 EU0057'LEFT, TURN LEFT THROUGH GATE AND GO SOUTHEASTERLY AND THEN SOUTH
 EU0057'FOR 0.4 MILE ON BLADED ROAD TO THE EL PASO NATURAL GAS LINE,
 EU0057'TURN LEFT GO EASTERLY ON PIPE LINE ROAD FOR 0.5 MILE TO A
 EU0057'TRIANGLE BLAZED TELEPHONE POLE ON RIGHT, TURN LEFT OFF ROAD
 EU0057'AND FOLLOW TRACK ROAD NORTHERLY FOR 0.2 MILE TO TOP OF KNOLL
 EU0057'AND STATION.
 EU0057'
 EU0057'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED JEDD 1961, IS
 EU0057'SET IN THE TOP OF A 11 SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 EU0057'5 INCHES.  THE MARK IS ON TOP CENTER OF KNOLL AND IS 22 FEET
 EU0057'SOUTHWEST OF THE WITNESS POST.
 EU0057'
 EU0057'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK STAMPED JEDD NO 1
 EU0057'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 EU0057'IS PROJECTING ABOUT 5 INCHES.  THE MARK IS ON THE NORTHEAST
 EU0057'SLOPE OF KNOLL AND 23 FEET SOUTHEAST OF THE WITNESS POST.
 EU0057'
 EU0057'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK STAMPED JEDD NO
 EU0057'2 1961, IS SET FLUSH IN DRILL HOLE ON TOP OF BOULDER WHICH
 EU0057'PROJECTS ABOUT 4 INCHES.  THE MARK IS ON SOUTH SLOPE OF KNOLL
 EU0057'AND IS 90.6 FEET SOUTH OF THE WITNESS POST.
 EU0057'
 EU0057'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK STAMPED JEDD 1961, IS
 EU0057'SET FLUSH IN A DRILL HOLE ON TOP OF CONCRETE BRIDGE RAILING OF
 EU0057'BUCK MT. WASH BRIDGE.  THE MARK IS 5 FEET NORTHEAST OF THE
 EU0057'SOUTHEAST CORNER OF BRIDGE.
 EU0057
 EU0057                          STATION RECOVERY (1961)
 EU0057
 EU0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EU0057'13.5 MI SW FROM YUCCA.
 EU0057'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0057'YUCCA, THENCE 12 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO A HOUSE
 EU0057'ON THE NORTH SIDE OF THE ROAD AND A SIGN EMERGENCY WATER, THENCE
 EU0057'0.45 MILES SOUTHEAST AND SOUTH ALONG A SAND ROAD TO THE EL PASO
 EU0057'NATURAL GAS COMPANY PIPELINE AND A LINE OF POWER POLES, THENCE
 EU0057'0.6 MILES EAST ALONG A SAND ROAD AND LINE OF POWER POLES, THENCE
 EU0057'ABOUT 0.15 MILES NORTH TO THE HIGHEST PART OF A ROCKY HILL, 27
 EU0057'FEET NORTHEAST OF A 2 FOOT HIGH ROCK CAIRN, 22 FEET SOUTH OF A
 EU0057'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EU0057'5 INCHES.
 EU0057
 EU0057                          STATION RECOVERY (1970)
 EU0057
 EU0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0057'NOT FOUND.  SEARCHED IN AREA DESCRIBED.  THE MARK MAY HAVE BEEN
 EU0057'DESTROYED DURING NEW FREEWAY (INTERSTATE 40) CONSTRUCTION.
 EU0057'
 EU0057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11.6 MI
 EU0057'SOUTHWEST OF YUCCA.
 EU0057
 EU0057                          STATION RECOVERY (1971)
 EU0057
 EU0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0057'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EU0057'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DISTROYED DURING
 EU0057'BRIDGE CONSTRUCTION ALONG INTERSTATE HIGHWAY 40.  A NEW AZIMUTH
 EU0057'MARK WAS ESTABLISHED AT THIS TIME.
 EU0057'
 EU0057'THE STATION MARK IS A STANDARD DISK STAMPED, JEDD 1961.  IT IS
 EU0057'SET IN THE TOP OF A 11 INCH CONCRETE MONUMENT ON THE HIGHEST
 EU0057'PART OF THE HILL, 22 FEET SOUTHWEST OF THE WITNESS POST.
 EU0057'
 EU0057'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, JEDD NO 1 1961.
 EU0057'IT IS SET IN THE TOP OF AN 11 INCH CONCRETE MONUMENT WHICH
 EU0057'PROJECTS 5 INCHES.  IT IS 23 FEET SOUTHEAST OF THE WITNESS POST.
 EU0057'
 EU0057'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, JEDD NO 2 1961.
 EU0057'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT FLUSH WITH
 EU0057'THE GROUND.
 EU0057'
 EU0057'THE AZIMUTH MARK IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK WHICH
 EU0057'IS STAMPED, ELEV. 1208.22 1968.  THE MARK IS SET IN A DRILL HOLE
 EU0057'IN THE SOUTH HEADWALL OF THE WEST BOUND LANE OF I-40.
 EU0057'
 EU0057'TO REACH THE STATION FROM THE YUCCA AND ALAMO OVERCROSSING OF
 EU0057'INTERSTATE HIGHWAY 40 IN YUCCA, GO WEST AND SOUTH ALONG I-40
 EU0057'FOR 10.7 MILES TO A HIGHWAY BRIDGE AND THE AZIMUTH MARK ON THE
 EU0057'LEFT AT THE SOUTH END OF THE BRIDGE.  THIS IS JUST BEFORE
 EU0057'ENTERING AN AREA OF LOW HILLS, CONTINUE SOUTH FOR 0.6 MILE TO A
 EU0057'SIDE ROAD LEFT.  TURN LEFT AND FOLLOW THE DIRT ROAD EAST FOR 1.0
 EU0057'MILE TO A GRADED ROAD ALONG GAS LINE.  TURN LEFT AND GO NORTH
 EU0057'ON GRADED ROAD FOR ABOUT 0.9 MILE TO A PROMINENT HILL ON THE
 EU0057'LEFT.  TURN LEFT ACROSS COUNTRY FOR ABOUT 0.15 MILE TO TOP OF
 EU0057'HILL AND STATION.
 EU0057'
 EU0057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 EU0057'SOUTHWEST OF YUCCA.
 EU0057
 EU0057                          STATION RECOVERY (1971)
 EU0057
 EU0057'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 EU0057'GENERAL LOCATION INT. 40, BETWEEN THE COLORADO RIVER AND
 EU0057'KINGMAN.  ABOUT 0.3 MILES SOUTH OF INT. 40.  TO REACH FROM
 EU0057'MILEPOST 14, INT. 40, WESTERLY ON THE INT., PAST THE FRANCONIA
 EU0057'HIGHWAY YARD, FOR 0.2 MILES, LEFT, SOUTH, THROUGH GATE ON TRACK
 EU0057'ROAD FOR 0.4 MILES TO EL PASO PIPELINE VALVES, LEFT, EAST, ON
 EU0057'PIPELINE ROAD FOR 0.6 MILES, LEFT, NORTHERLY, TO TOP OF HILL
 EU0057'0.1 MILES AND TO THE STATION.  THE STATION IS A STANDARD USC
 EU0057'AND GS TRIANGULATION BRASS CAP, SET IN THE TOP OF 12 IN SQUARE
 EU0057'CONCRETE POST, UP 0.5 FT AND STAMPED JEDD 1961.  R.M. NO.
 EU0057'1 IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN THE
 EU0057'TOP OF 12 IN SQUARE CONCRETE POST, UP 0.5 FT, STAMPED, JEDD NO
 EU0057'1 1961.  R.M. NO. 2 IS A STANDARD USC AND GS REFERENCE MARK
 EU0057'BRASS CAP, SET IN A DRILL HOLE IN A LARGE BASALT BOULDER ON
 EU0057'THE SOUTH SLOPE OF THE HILL.  A USC AND GS WITNESS POST LIES 22
 EU0057'FT NORTHWEST OF THE MAIN STATION.
 EU0057'
 EU0057'THE AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0056 ***********************************************************************
 EU0056  DESIGNATION -  JEDD RM 1
 EU0056  PID         -  EU0056
 EU0056  STATE/COUNTY-  AZ/MOHAVE
 EU0056  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0056
 EU0056                         *CURRENT SURVEY CONTROL
 EU0056  ___________________________________________________________________
 EU0056* NAD 83(1986)-  34 44 23.     (N)    114 14 04.     (W)     SCALED    
 EU0056* NAVD 88     -       402.22   (+/-2cm)    1319.6    (feet)  VERTCON   
 EU0056  ___________________________________________________________________
 EU0056  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EU0056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0056
 EU0056.The horizontal coordinates were scaled from a topographic map and have
 EU0056.an estimated accuracy of +/- 6 seconds.
 EU0056
 EU0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0056.The vertical order pertains to the NGVD 29 superseded value.
 EU0056
 EU0056.The geoid height was determined by GEOID03.
 EU0056
 EU0056;                    North         East    Units  Estimated Accuracy
 EU0056;SPC AZ W     -   414,820.      169,000.      MT  (+/- 180 meters Scaled)
 EU0056
 EU0056                          SUPERSEDED SURVEY CONTROL
 EU0056
 EU0056  NGVD 29 (??/??/??)  401.528  (m)         1317.35   (f) ADJUSTED    2 0
 EU0056
 EU0056.Superseded values are not recommended for survey control.
 EU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0056.See file dsdata.txt to determine how the superseded data were derived.
 EU0056
 EU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU531476(NAD 83)
 EU0056_MARKER: DR = REFERENCE MARK DISK
 EU0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0056_STAMPING: JEDD NO 1 1961
 EU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0056+STABILITY: SURFACE MOTION
 EU0056
 EU0056  HISTORY     - Date     Condition        Report By
 EU0056  HISTORY     - 1961     MONUMENTED       CGS
 EU0056
 EU0056                          STATION DESCRIPTION
 EU0056
 EU0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0056'13.5 MI SE FROM YUCCA.
 EU0056'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0056'YUCCA, THENCE 12 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO A HOUSE
 EU0056'ON THE NORTH SIDE OF THE ROAD AND A SIGN EMERGENCY WATER, THENCE
 EU0056'0.45 MILES SOUTHEAST AND SOUTH ALONG A SAND ROAD TO THE EL PASO
 EU0056'NATURAL GAS COMPANY PIPELINE AND A LINE OF POWER POLES, THENCE
 EU0056'0.6 MILES EAST ALONG A SAND ROAD AND LINE OF POWER POLES,
 EU0056'THENCE 0.6 MILES EAST ALONG A SAND ROAD AND LINE OF POWER POLES,
 EU0056'THENCE 0.15 MILES NORTH TO THE HIGHEST PART OF A ROCKY HILL,
 EU0056'32.8 FEET EAST OF TRAVERSE STATION JEDD, 57 FEET EAST OF A 2
 EU0056'FOOT HIGH ROCK CAIRN, 23.3 FEET SOUTHEAST OF A METAL WITNESS
 EU0056'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0058 ***********************************************************************
 EU0058  DESIGNATION -  JEDD RM 2
 EU0058  PID         -  EU0058
 EU0058  STATE/COUNTY-  AZ/MOHAVE
 EU0058  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0058
 EU0058                         *CURRENT SURVEY CONTROL
 EU0058  ___________________________________________________________________
 EU0058* NAD 83(1986)-  34 44 23.     (N)    114 14 04.     (W)     SCALED    
 EU0058* NAVD 88     -       401.90   (+/-2cm)    1318.6    (feet)  VERTCON   
 EU0058  ___________________________________________________________________
 EU0058  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EU0058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0058
 EU0058.The horizontal coordinates were scaled from a topographic map and have
 EU0058.an estimated accuracy of +/- 6 seconds.
 EU0058
 EU0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0058.The vertical order pertains to the NGVD 29 superseded value.
 EU0058
 EU0058.The geoid height was determined by GEOID03.
 EU0058
 EU0058;                    North         East    Units  Estimated Accuracy
 EU0058;SPC AZ W     -   414,820.      169,000.      MT  (+/- 180 meters Scaled)
 EU0058
 EU0058                          SUPERSEDED SURVEY CONTROL
 EU0058
 EU0058  NGVD 29 (??/??/??)  401.213  (m)         1316.31   (f) ADJUSTED    2 0
 EU0058
 EU0058.Superseded values are not recommended for survey control.
 EU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0058.See file dsdata.txt to determine how the superseded data were derived.
 EU0058
 EU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU531476(NAD 83)
 EU0058_MARKER: DR = REFERENCE MARK DISK
 EU0058_SETTING: 80 = SET IN A BOULDER
 EU0058_SP_SET: BOULDER
 EU0058_STAMPING: JEDD NO 2 1961
 EU0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0058+STABILITY: SURFACE MOTION
 EU0058
 EU0058  HISTORY     - Date     Condition        Report By
 EU0058  HISTORY     - 1961     MONUMENTED       CGS
 EU0058
 EU0058                          STATION DESCRIPTION
 EU0058
 EU0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0058'13.5 MI SE FROM YUCCA.
 EU0058'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0058'YUCCA, THENCE 12 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO A
 EU0058'HOUSE ON THE NORTH SIDE OF THE ROAD AND A SIGN EMERGENCY WATER,
 EU0058'THENCE 0.45 MILES SOUTHEAST AND SOUTH ALONG A SAND ROAD TO
 EU0058'THE EL PASO NATURAL GAS COMPANY PIPELINE AND A LINE OF POWER
 EU0058'POLES, THENCE 0.6 MILES EAST ALONG A SAND ROAD AND LINE OF
 EU0058'POWER POLES, THENCE 0.15 MILES NORTH TO THE HIGHEST PART OF A
 EU0058'ROCKY HILL, NEAR THE SOUTHWEST EDGE OF THE HILL, SET IN THE TOP
 EU0058'OF A 2 FOOT BY 2 FOOT BOULDER, 48.5 FEET SOUTH OF A 2 FOOT HIGH
 EU0058'ROCK CAIRN, 70.1 FEET SOUTH-SOUTHWEST OF TRAVERSE STATION JEDD,
 EU0058'90.6 FEET SOUTHWEST OF A METAL WITNESS POST AND ABOUT 0.5 FEET
 EU0058'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0715 ***********************************************************************
 FQ0715  DESIGNATION -  JEDDITO
 FQ0715  PID         -  FQ0715
 FQ0715  STATE/COUNTY-  AZ/NAVAJO
 FQ0715  USGS QUAD   -  LAMB WELL (1991)
 FQ0715
 FQ0715                         *CURRENT SURVEY CONTROL
 FQ0715  ___________________________________________________________________
 FQ0715* NAD 83(1992)-  35 45 29.16992(N)    110 04 34.74715(W)     ADJUSTED  
 FQ0715* NAVD 88     -      2077.51   (+/-2cm)    6816.0    (feet)  VERTCON   
 FQ0715  ___________________________________________________________________
 FQ0715  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 FQ0715  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 FQ0715  HORZ ORDER  -  FIRST
 FQ0715  VERT ORDER  -  THIRD ? (See Below)
 FQ0715
 FQ0715.The horizontal coordinates were established by classical geodetic methods
 FQ0715.and adjusted by the National Geodetic Survey in August 1993.
 FQ0715
 FQ0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0715.The vertical order pertains to the NGVD 29 superseded value.
 FQ0715
 FQ0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0715
 FQ0715.The geoid height was determined by GEOID03.
 FQ0715
 FQ0715;                    North         East     Units Scale Factor Converg.
 FQ0715;SPC AZ E     -   527,679.204   221,530.099   MT  0.99990082   +0 03 10.1
 FQ0715;SPC AZ E     - 1,731,230.98    726,804.79   iFT  0.99990082   +0 03 10.1
 FQ0715;UTM  12      - 3,957,512.407   583,503.853   MT  0.99968592   +0 32 23.3
 FQ0715
 FQ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0715!SPC AZ E     -   0.99967739  x   0.99990082  =   0.99957824
 FQ0715!UTM  12      -   0.99967739  x   0.99968592  =   0.99936341
 FQ0715
 FQ0715:                Primary Azimuth Mark                     Grid Az
 FQ0715:SPC AZ E     -  JEDDITO AZ MK                            197 41 03.4
 FQ0715:UTM  12      -  JEDDITO AZ MK                            197 11 50.2
 FQ0715
 FQ0715|---------------------------------------------------------------------|
 FQ0715| PID    Reference Object                     Distance      Geod. Az  |
 FQ0715|                                                           dddmmss.s |
 FQ0715| CD3532 JEDDITO AZ MK                                      1974413.5 |
 FQ0715| CD3533 JEDDITO RM 1                         10.044 METERS 23528     |
 FQ0715| CD3534 JEDDITO RM 2                          8.364 METERS 32217     |
 FQ0715|---------------------------------------------------------------------|
 FQ0715
 FQ0715                          SUPERSEDED SURVEY CONTROL
 FQ0715
 FQ0715  NAD 83(1986)-  35 45 29.17164(N)    110 04 34.74793(W) AD(       ) 1
 FQ0715  NAD 27      -  35 45 29.14300(N)    110 04 32.31200(W) AD(       ) 1
 FQ0715  NGVD 29 (07/19/86) 2076.55   (m)         6812.8    (f) LEVELING    3  
 FQ0715
 FQ0715.Superseded values are not recommended for survey control.
 FQ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0715.See file dsdata.txt to determine how the superseded data were derived.
 FQ0715
 FQ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8350457512(NAD 83)
 FQ0715_MARKER: DS = TRIANGULATION STATION DISK
 FQ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0715
 FQ0715  HISTORY     - Date     Condition        Report By
 FQ0715  HISTORY     - 1951     MONUMENTED       CGS
 FQ0715  HISTORY     - 1965     GOOD             USGS
 FQ0715
 FQ0715                          STATION DESCRIPTION
 FQ0715
 FQ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0715'STATION IS LOCATED, AIRLINE, ABOUT 9 MILES EAST SOUTHEAST OF
 FQ0715'KEAMS CANYON, 4 MILES EAST OF THE JEDDITO TRADING POST, 1-1/2
 FQ0715'MILES NORTH OF THE KEAMS CANYON-GANADO ROAD, ON A LOW, BRUSH
 FQ0715'COVERED HILL ALONG THE RIDGE OF HILLS ON THE SOUTHEAST SIDE OF
 FQ0715'JEDDITO WASH.
 FQ0715'
 FQ0715'TO REACH FROM THE U.S. POST OFFICE AND ROAD FORK IN KEAMS
 FQ0715'CANYON, TAKE THE LEFT FORK, UP THE STEEP SHELF ROAD, FOR 9.4
 FQ0715'MILES TO THE JUNCTION OF THE HOLBROOK ROAD.  CONTINUE EAST
 FQ0715'ON THE GANADO ROAD FOR 1.2 MILES TO A DIM FORK LEFT.  (TO
 FQ0715'REACH THE AZIMUTH MARK, CONTINUE EAST ON THE HOLBROOK ROAD
 FQ0715'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT) TURN LEFT OFF
 FQ0715'THE HOLBROOK ROAD AND GO NORTHEAST ON THE MAIN TRAVELED ROAD
 FQ0715'FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK, NORTH, AND GO
 FQ0715'0.9 MILE TO THE TOP OF THE HILL AND THE STATION.
 FQ0715'
 FQ0715'STATION MARK, STAMPED JEDDITO 1951, IS A STANDARD DISK SET
 FQ0715'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0715'7 INCHES.  IT IS 8.4 FEET SOUTHWEST OF A WITNESS POST.
 FQ0715'
 FQ0715'REFERENCE MARK NUMBER 1, STAMPED JEDDITO NO 1 1951, IS A STANDARD
 FQ0715'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0715'6 INCHES AND IS 18 INCHES LOWER IN ELEVATION THAN THE STATION.
 FQ0715'
 FQ0715'REFERENCE MARK NUMBER 2, STAMPED JEDDITO NO 2 1951, IS A
 FQ0715'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FQ0715'POST THAT PROJECTS 3 INCHES AND IS 12 INCHES LOWER IN ELEVATION
 FQ0715'THAN THE STATION.
 FQ0715'
 FQ0715'AZIMUTH MARK, STAMPED JEDDITO 1951, IS A STANDARD DISK SET
 FQ0715'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0715'6 INCHES.  IT IS 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FQ0715'3 FEET WEST OF A WITNESS POST AND 8 FEET WEST OF A TELEPHONE
 FQ0715'POLE WITH A TRIANGLE BLAZE.
 FQ0715'
 FQ0715'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FQ0715
 FQ0715                          STATION RECOVERY (1965)
 FQ0715
 FQ0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0715'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1178 ***********************************************************************
 CG1178  DESIGNATION -  JEFF
 CG1178  PID         -  CG1178
 CG1178  STATE/COUNTY-  AZ/COCHISE
 CG1178  USGS QUAD   -  TOMBSTONE SE (1982)
 CG1178
 CG1178                         *CURRENT SURVEY CONTROL
 CG1178  ___________________________________________________________________
 CG1178* NAD 83(1992)-  31 35 59.63691(N)    110 02 36.37090(W)     ADJUSTED  
 CG1178* NAVD 88     -      1375.2    (meters)    4512.     (feet)  VERTCON   
 CG1178  ___________________________________________________________________
 CG1178  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CG1178  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CG1178  HORZ ORDER  -  SECOND
 CG1178
 CG1178.The horizontal coordinates were established by classical geodetic methods
 CG1178.and adjusted by the National Geodetic Survey in August 1993.
 CG1178
 CG1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1178
 CG1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1178
 CG1178.The geoid height was determined by GEOID03.
 CG1178
 CG1178;                    North         East     Units Scale Factor Converg.
 CG1178;SPC AZ E     -    66,513.538   225,053.534   MT  0.99990169   +0 03 52.5
 CG1178;SPC AZ E     -   218,220.27    738,364.61   iFT  0.99990169   +0 03 52.5
 CG1178;UTM  12      - 3,496,485.869   590,744.609   MT  0.99970156   +0 30 04.5
 CG1178
 CG1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1178!SPC AZ E     -   0.99978844  x   0.99990169  =   0.99969015
 CG1178!UTM  12      -   0.99978844  x   0.99970156  =   0.99949006
 CG1178
 CG1178|---------------------------------------------------------------------|
 CG1178| PID    Reference Object                     Distance      Geod. Az  |
 CG1178|                                                           dddmmss.s |
 CG1178| CS6129 JEFF RM 1                             9.168 METERS 18301     |
 CG1178| CS6130 JEFF RM 2                             8.578 METERS 27119     |
 CG1178|---------------------------------------------------------------------|
 CG1178
 CG1178                          SUPERSEDED SURVEY CONTROL
 CG1178
 CG1178  NAD 83(1986)-  31 35 59.63068(N)    110 02 36.36368(W) AD(       ) 2
 CG1178  NGVD 29 (06/28/91) 1374.4    (m)         4509.     (f) VERT ANG    3  
 CG1178
 CG1178.Superseded values are not recommended for survey control.
 CG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1178.See file dsdata.txt to determine how the superseded data were derived.
 CG1178
 CG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9074596486(NAD 83)
 CG1178_MARKER: DS = TRIANGULATION STATION DISK
 CG1178_SETTING: 66 = SET IN ROCK OUTCROP
 CG1178_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1178+STABILITY: POSITION/ELEVATION WELL
 CG1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1178+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CG1178
 CG1178  HISTORY     - Date     Condition        Report By
 CG1178  HISTORY     - 1986     MONUMENTED       AZDT
 CG1178  HISTORY     - 20061209 GOOD             GEOCAC
 CG1178
 CG1178                          STATION DESCRIPTION
 CG1178
 CG1178'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1178'THE STATION IS LOCATED 8 MILES SOUTHEAST OF TOMBSTONE ALONG THE EAST
 CG1178'SIDE OF U.S. HIGHWAY 80.
 CG1178'
 CG1178'THE STATION MARK IS AN AZDT DISK STAMPED---JEFF 1986---.  IT IS SET IN
 CG1178'A DRILL HOLE IN A ROCK OUTCROP.  IT IS 5 FEET NORTHWEST OF A CAIRN.
 CG1178'
 CG1178'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JEFF RM 1 1986---.  IT IS
 CG1178'SET IN A ROCK OUTCROP.
 CG1178'
 CG1178'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JEFF RM 2 1986---.  IT IS
 CG1178'SET IN A ROCK OUTCROP.
 CG1178'
 CG1178'TO REACH THE STATION FROM THE JOHN L WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG1178'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 8.5 MILES TO A DIRT ROAD AND A
 CG1178'GATE ON THE LEFT AT MILE POST 326.35.  PASS THROUGH THE GATE AND TURN
 CG1178'RIGHT FOR 0.15 MILE TO END OF TRUCK TRAVEL.  PACK NORTH TO THE TOP OF
 CG1178'RIDGE AND STATION.
 CG1178
 CG1178                          STATION RECOVERY (2006)
 CG1178
 CG1178'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG1178'MARKER AND REFERENCE MARKS LOCATED PER DESCRIPTION. ALL THREE MARKERS
 CG1178'ARE STAMPED 1987 NOT 1986
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0911 ***********************************************************************
 ES0911  DESIGNATION -  JEFFERS
 ES0911  PID         -  ES0911
 ES0911  STATE/COUNTY-  AZ/NAVAJO
 ES0911  USGS QUAD   -  PORTER CANYON (1986)
 ES0911
 ES0911                         *CURRENT SURVEY CONTROL
 ES0911  ___________________________________________________________________
 ES0911* NAD 83(1992)-  34 48 46.86203(N)    110 12 05.04840(W)     ADJUSTED  
 ES0911* NAVD 88     -      1658.0    (meters)    5440.     (feet)  VERTCON   
 ES0911  ___________________________________________________________________
 ES0911  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 ES0911  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0911  HORZ ORDER  -  SECOND
 ES0911
 ES0911.The horizontal coordinates were established by classical geodetic methods
 ES0911.and adjusted by the National Geodetic Survey in August 1993.
 ES0911
 ES0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0911
 ES0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0911
 ES0911.The geoid height was determined by GEOID03.
 ES0911
 ES0911;                    North         East     Units Scale Factor Converg.
 ES0911;SPC AZ E     -   422,833.185   210,182.166   MT  0.99990012   -0 01 11.4
 ES0911;SPC AZ E     - 1,387,247.98    689,574.04   iFT  0.99990012   -0 01 11.4
 ES0911;UTM  12      - 3,852,598.316   573,039.573   MT  0.99966575   +0 27 21.4
 ES0911
 ES0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0911!SPC AZ E     -   0.99974363  x   0.99990012  =   0.99964378
 ES0911!UTM  12      -   0.99974363  x   0.99966575  =   0.99940947
 ES0911
 ES0911|---------------------------------------------------------------------|
 ES0911| PID    Reference Object                     Distance      Geod. Az  |
 ES0911|                                                           dddmmss.s |
 ES0911| DZ1400 JEFFERS RM 1                         11.982 METERS 02709     |
 ES0911| ES0889 BELL                                APPROX. 3.1 KM 0304834.1 |
 ES0911| DZ1401 JEFFERS RM 2                         11.588 METERS 20805     |
 ES0911|---------------------------------------------------------------------|
 ES0911
 ES0911                          SUPERSEDED SURVEY CONTROL
 ES0911
 ES0911  NAD 83(1986)-  34 48 46.85514(N)    110 12 05.05145(W) AD(       ) 2
 ES0911  NGVD 29 (08/03/87) 1657.1    (m)         5437.     (f) VERT ANG    3  
 ES0911
 ES0911.Superseded values are not recommended for survey control.
 ES0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0911.See file dsdata.txt to determine how the superseded data were derived.
 ES0911
 ES0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7304052598(NAD 83)
 ES0911_MARKER: DS = TRIANGULATION STATION DISK
 ES0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0911+STABILITY: SURFACE MOTION
 ES0911
 ES0911  HISTORY     - Date     Condition        Report By
 ES0911  HISTORY     - 1983     MONUMENTED       AZDT
 ES0911
 ES0911                          STATION DESCRIPTION
 ES0911
 ES0911'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0911'THE STATION IS LOCATED 6-1/2 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0911'ROUTE 377.
 ES0911'
 ES0911'THE STATION MARK IS AN AZDT DISK STAMPED---JEFFERS 1983---.  IT IS SET
 ES0911'IN TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHWEST OF THE CENTER
 ES0911'LINE OF THE HIGHWAY AND 4 FEET SOUTH OF THE WITNESS POST AND SIGN.
 ES0911'
 ES0911'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---P AND M 1251-4 1973---.  IT
 ES0911'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0911'
 ES0911'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JEFFERS RM 2 1983---.  IT
 ES0911'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0911'
 ES0911'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST 0.1
 ES0911'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT ALONG STATE ROUTE
 ES0911'77 AND TRAVEL SOUTH 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT AND
 ES0911'TRAVEL SOUTHWEST 4.5 MILES TO THE STATION ON THE RIGHT AT MILE POST
 ES0911'29.35.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1794 ***********************************************************************
 DU1794  DESIGNATION -  JENNINGS
 DU1794  PID         -  DU1794
 DU1794  STATE/COUNTY-  AZ/MARICOPA
 DU1794  USGS QUAD   -  STEWART MTN (1978)
 DU1794
 DU1794                         *CURRENT SURVEY CONTROL
 DU1794  ___________________________________________________________________
 DU1794* NAD 83(1992)-  33 34 53.58946(N)    111 37 26.93530(W)     ADJUSTED  
 DU1794* NAVD 88     -       471.4    (meters)    1547.     (feet)  VERTCON   
 DU1794  ___________________________________________________________________
 DU1794  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DU1794  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU1794  HORZ ORDER  -  SECOND
 DU1794
 DU1794.The horizontal coordinates were established by classical geodetic methods
 DU1794.and adjusted by the National Geodetic Survey in August 1993.
 DU1794
 DU1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1794
 DU1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1794
 DU1794.The geoid height was determined by GEOID03.
 DU1794
 DU1794;                    North         East     Units Scale Factor Converg.
 DU1794;SPC AZ C     -   286,283.228   240,513.329   MT  0.99990909   +0 09 42.5
 DU1794;SPC AZ C     -   939,249.44    789,085.73   iFT  0.99990909   +0 09 42.5
 DU1794;UTM  12      - 3,715,935.441   442,079.688   MT  0.99964136   -0 20 42.9
 DU1794
 DU1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1794!SPC AZ C     -   0.99993059  x   0.99990909  =   0.99983969
 DU1794!UTM  12      -   0.99993059  x   0.99964136  =   0.99957198
 DU1794
 DU1794|---------------------------------------------------------------------|
 DU1794| PID    Reference Object                     Distance      Geod. Az  |
 DU1794|                                                           dddmmss.s |
 DU1794| DU1814 JENNINGS RM 1                        11.243 METERS 00514     |
 DU1794| DU2197 ADAMS                               APPROX. 7.6 KM 0234103.7 |
 DU1794| DU1815 JENNINGS RM 2                        12.236 METERS 27123     |
 DU1794|---------------------------------------------------------------------|
 DU1794
 DU1794                          SUPERSEDED SURVEY CONTROL
 DU1794
 DU1794  NAD 83(1986)-  33 34 53.58565(N)    111 37 26.94244(W) AD(       ) 2
 DU1794  NGVD 29 (07/10/87)  470.8    (m)         1545.     (f) VERT ANG    3  
 DU1794
 DU1794.Superseded values are not recommended for survey control.
 DU1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1794.See file dsdata.txt to determine how the superseded data were derived.
 DU1794
 DU1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4208015935(NAD 83)
 DU1794_MARKER: DS = TRIANGULATION STATION DISK
 DU1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1794+STABILITY: SURFACE MOTION
 DU1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1794+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2008
 DU1794
 DU1794  HISTORY     - Date     Condition        Report By
 DU1794  HISTORY     - 1981     MONUMENTED       AZDT
 DU1794  HISTORY     - 20080322 GOOD             GEOCAC
 DU1794
 DU1794                          STATION DESCRIPTION
 DU1794
 DU1794'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1794'THE STATION IS LOCATED 4.5 MILES SOUTHEAST OF FORT MCDOWELL, 2.5 MILES
 DU1794'EAST OF THE VERDE RIVER BRIDGE AND ALONG ARIZONA HIGHWAY 87.
 DU1794'
 DU1794'THE STATION MARK IS AN AZDT DISK STAMPED---JENNINGS 1981---SET IN
 DU1794'TOP OF A 10 INCH CONCRETE MONUMENT 3.6 FEET SOUTHEAST OF THE WITNESS
 DU1794'POST.
 DU1794'
 DU1794'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JENNINGS RM 1 1981---SET
 DU1794'IN TOP OF A CONCRETE MONUMENT.
 DU1794'
 DU1794'REFERENCE MARK 2 IS A AZDT DISK STAMPED---JENNINGS RM 1 1981---,  IT
 DU1794'IS SET IN THE TOP OF A CONCRETE MONUMENT.
 DU1794'
 DU1794'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1794'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1794'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1794'49.3 MILES TO THE BEGAINING OF THE DIVIDED HIGHWAY.  TRAVEL SOUTH  ON
 DU1794'THE HIGHWAY FOR 2.1 MILES TO SAGUARO LAKE TURN OFF, CONTINUE SOUTH FOR
 DU1794'5.1 MILES TO A HIGHWAY CUT WHICH IS ABOUT 350 FEET BEYOND THE END OF
 DU1794'THE DIVIDED HIGHWAY AND STATION ON THE RIGHT.  TO DRIVE TO THE STATION
 DU1794'CONTINUE SOUTH TO FIRST GATE ON RIGHT, PASS THROUGH GATE AND WORK WAY
 DU1794'BACK TO STATION ON TOP OF CUT.
 DU1794
 DU1794                          STATION RECOVERY (2008)
 DU1794
 DU1794'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0234 ***********************************************************************
 ET0234  DESIGNATION -  JET
 ET0234  PID         -  ET0234
 ET0234  STATE/COUNTY-  AZ/YAVAPAI
 ET0234  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0234
 ET0234                         *CURRENT SURVEY CONTROL
 ET0234  ___________________________________________________________________
 ET0234* NAD 83(1992)-  34 16 36.30521(N)    112 07 06.56424(W)     ADJUSTED  
 ET0234* NAVD 88     -      1125.06   (+/-2cm)    3691.1    (feet)  VERTCON   
 ET0234  ___________________________________________________________________
 ET0234  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 ET0234  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 ET0234  HORZ ORDER  -  SECOND
 ET0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0234
 ET0234.The horizontal coordinates were established by classical geodetic methods
 ET0234.and adjusted by the National Geodetic Survey in August 1993.
 ET0234
 ET0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0234.The vertical order pertains to the NGVD 29 superseded value.
 ET0234
 ET0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0234
 ET0234.The geoid height was determined by GEOID03.
 ET0234
 ET0234;                    North         East     Units Scale Factor Converg.
 ET0234;SPC AZ C     -   363,367.836   194,777.117   MT  0.99990426   -0 06 49.2
 ET0234;SPC AZ C     - 1,192,151.69    639,032.54   iFT  0.99990426   -0 06 49.2
 ET0234;UTM  12      - 3,793,408.328   397,043.632   MT  0.99973066   -0 37 47.9
 ET0234
 ET0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0234!SPC AZ C     -   0.99982767  x   0.99990426  =   0.99973194
 ET0234!UTM  12      -   0.99982767  x   0.99973066  =   0.99955837
 ET0234
 ET0234|---------------------------------------------------------------------|
 ET0234| PID    Reference Object                     Distance      Geod. Az  |
 ET0234|                                                           dddmmss.s |
 ET0234| ET0233 JET RM 1                             11.171 METERS 01357     |
 ET0234| ET0235 JET RM 2                             10.061 METERS 14233     |
 ET0234| ET0239 SUN                                 APPROX. 4.9 KM 1795949.8 |
 ET0234|---------------------------------------------------------------------|
 ET0234
 ET0234                          SUPERSEDED SURVEY CONTROL
 ET0234
 ET0234  NAD 83(1986)-  34 16 36.30060(N)    112 07 06.56398(W) AD(       ) 2
 ET0234  NAD 27      -  34 16 36.19370(N)    112 07 03.99800(W) AD(       ) 2
 ET0234  NGVD 29 (??/??/92) 1124.387  (m)         3688.93   (f) ADJ UNCH    2 0
 ET0234
 ET0234.Superseded values are not recommended for survey control.
 ET0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0234.See file dsdata.txt to determine how the superseded data were derived.
 ET0234
 ET0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9704493408(NAD 83)
 ET0234_MARKER: DS = TRIANGULATION STATION DISK
 ET0234_SETTING: 80 = SET IN A BOULDER
 ET0234_SP_SET: BOULDER
 ET0234_STAMPING: JET 1958
 ET0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0234+STABILITY: SURFACE MOTION
 ET0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0234+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2008
 ET0234
 ET0234  HISTORY     - Date     Condition        Report By
 ET0234  HISTORY     - 1959     MONUMENTED       CGS
 ET0234  HISTORY     - 1959     GOOD             NGS
 ET0234  HISTORY     - 20060715 GOOD             GEOCAC
 ET0234  HISTORY     - 20081122 GOOD             GEOCAC
 ET0234
 ET0234                          STATION DESCRIPTION
 ET0234
 ET0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0234'THE STATION IS ABOUT 15 MILES NORTH OF BLACK CANYON, 3.5 MILES
 ET0234'SOUTH OF THE JUNCTION OF ARIZONA STATE HIGHWAY 69 AND 79,
 ET0234'CORDES JUNCTION, 100 YARDS WEST OF STATE HIGHWAY 69, 100 YARDS
 ET0234'EAST OF A HIGH POWER LINE AND ON A LOW, SHARP, ROCKY HILL.
 ET0234'
 ET0234'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0234'GO NORTH ON STATE HIGHWAY 69 FOR 15.3 MILES TO THE STATION ON
 ET0234'THE LEFT, WEST.
 ET0234'
 ET0234'THE STATION IS A STANDARD DISK, STAMPED JET 1958, CEMENTED
 ET0234'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 9 INCHES AND IS 5
 ET0234'FEET NORTHEAST OF A WITNESS POST.
 ET0234'
 ET0234'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JET NO 1 1958,
 ET0234'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 6 INCHES
 ET0234'AND IS 40.9 FEET NORTHEAST OF THE WITNESS POST.
 ET0234'
 ET0234'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JET NO 2 1958,
 ET0234'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES
 ET0234'AND IS 33.2 FEET SOUTHEAST OF THE WITNESS POST.
 ET0234'
 ET0234'TRIANGULATION STATION SUN CAN BE USED FOR AN AZIMUTH MARK.
 ET0234'(SEE THE DESCRIPTION THEREOF)
 ET0234
 ET0234                          STATION RECOVERY (1959)
 ET0234
 ET0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0234'15.3 MI N FROM BLACK CANYON.
 ET0234'15.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0234'CANYON, 100 YARDS WEST OF STATE
 ET0234'HIGHWAY 69 100 YARDS EAST OF A HIGH
 ET0234'POWER LINE ON A LOW, SHARP, ROCKY HILL, 5 FEET NORTHEAST OF THE
 ET0234'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 9
 ET0234'INCHES.
 ET0234
 ET0234                          STATION RECOVERY (2006)
 ET0234
 ET0234'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0234'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0234'SEARCH BY PID.
 ET0234
 ET0234                          STATION RECOVERY (2008)
 ET0234
 ET0234'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0234'RECOVERED STATION JET ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0406 ***********************************************************************
 GQ0406  DESIGNATION -  JET
 GQ0406  PID         -  GQ0406
 GQ0406  STATE/COUNTY-  AZ/MOHAVE
 GQ0406  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0406
 GQ0406                         *CURRENT SURVEY CONTROL
 GQ0406  ___________________________________________________________________
 GQ0406* NAD 83(1992)-  36 58 27.15697(N)    113 40 09.01220(W)     ADJUSTED  
 GQ0406* NAVD 88     -       991.9    (meters)    3254.     (feet)  VERTCON   
 GQ0406  ___________________________________________________________________
 GQ0406  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GQ0406  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 GQ0406  HORZ ORDER  -  SECOND
 GQ0406
 GQ0406.The horizontal coordinates were established by classical geodetic methods
 GQ0406.and adjusted by the National Geodetic Survey in November 1997.
 GQ0406
 GQ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0406
 GQ0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0406
 GQ0406.The geoid height was determined by GEOID03.
 GQ0406
 GQ0406;                    North         East     Units Scale Factor Converg.
 GQ0406;SPC AZ W     -   662,633.449   220,556.759   MT  0.99993397   +0 02 55.0
 GQ0406;SPC AZ W     - 2,173,994.26    723,611.41   iFT  0.99993397   +0 02 55.0
 GQ0406;SPC UT S     - 3,036,372.705   306,860.941   MT  1.00005041   -1 19 44.5
 GQ0406;UTM  12      - 4,095,341.462   262,403.584   MT  1.00029550   -1 36 22.1
 GQ0406
 GQ0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0406!SPC AZ W     -   0.99984824  x   0.99993397  =   0.99978222
 GQ0406!SPC UT S     -   0.99984824  x   1.00005041  =   0.99989864
 GQ0406!UTM  12      -   0.99984824  x   1.00029550  =   1.00014369
 GQ0406
 GQ0406:                Primary Azimuth Mark                     Grid Az
 GQ0406:SPC AZ W     -  SM 26                                    006 20 26.6
 GQ0406:SPC UT S     -  SM 26                                    007 43 06.1
 GQ0406:UTM  12      -  SM 26                                    007 59 43.7
 GQ0406
 GQ0406|---------------------------------------------------------------------|
 GQ0406| PID    Reference Object                     Distance      Geod. Az  |
 GQ0406|                                                           dddmmss.s |
 GQ0406| GQ0187 SM 26                                              0062321.6 |
 GQ0406| CH2567 JET RM 1                              6.213 METERS 07850     |
 GQ0406| CH2568 JET RM 2                              8.835 METERS 24155     |
 GQ0406|---------------------------------------------------------------------|
 GQ0406
 GQ0406                          SUPERSEDED SURVEY CONTROL
 GQ0406
 GQ0406  NAD 83(1992)-  36 58 27.15500(N)    113 40 09.01412(W) AD(       ) 2
 GQ0406  NAD 83(1986)-  36 58 27.15278(N)    113 40 09.01231(W) AD(       ) 2
 GQ0406  NAD 27      -  36 58 27.22070(N)    113 40 06.15820(W) AD(       ) 2
 GQ0406  NGVD 29 (07/19/86)  991.1    (m)         3252.     (f) VERT ANG    3  
 GQ0406
 GQ0406.Superseded values are not recommended for survey control.
 GQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0406.See file dsdata.txt to determine how the superseded data were derived.
 GQ0406
 GQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6240495341(NAD 83)
 GQ0406_MARKER: DE = TRAVERSE STATION DISK
 GQ0406_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0406
 GQ0406  HISTORY     - Date     Condition        Report By
 GQ0406  HISTORY     - 1962     MONUMENTED       CGS
 GQ0406  HISTORY     - 1971     GOOD             LAWPC
 GQ0406
 GQ0406                          STATION DESCRIPTION
 GQ0406
 GQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0406'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF ST. GEORGE,
 GQ0406'UTAH, 2 MILES SOUTH OF THE UTAH-ARIZONA STATE LINE, ON A
 GQ0406'HIGH BLUFF ON THE SOUTH SIDE OF BLACK ROCK CANYON AND ON
 GQ0406'THE NORTH EDGE OF A ROCKY CLIFF.
 GQ0406'
 GQ0406'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE,
 GQ0406'GO WEST FOR 0.1 MILE, TURN LEFT, GO SOUTH ON MAIN STREET
 GQ0406'FOR 1.8 MILES TO A SIDE ROAD RIGHT AND END OF SURFACED ROAD,
 GQ0406'CONTINUE SOUTH FOR 0.05 MILE TO FORK, KEEP RIGHT FORK, CONTINUE
 GQ0406'SOUTH FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT, GO THROUGH
 GQ0406'CUT IN NEW ROAD FOR 0.1 MILE TO A T ROAD.  TURN LEFT, FOLLOW
 GQ0406'THE MAIN ROAD SOUTHERLY FOR 2.9 MILES TO A FORK, KEEP LEFT,
 GQ0406'CONTINUE SOUTH FOR 0.25 MILE TO FORK, KEEP RIGHT, GO 0.15
 GQ0406'MILE TO FORK, KEEP LEFT, FOLLOW THE MAIN ROAD SOUTHERLY FOR
 GQ0406'1.2 MILES TO FORK, KEEP RIGHT FORK, CONTINUE SOUTHERLY FOR
 GQ0406'0.25 MILE TO A GATE, PASS THROUGH GATE, CONTINUE SOUTHERLY
 GQ0406'ON MAIN ROAD FOR 1.95 MILES TO A SIX WAY DIRT ROAD
 GQ0406'INTERSECTION, TURN RIGHT, GO WEST ON MAIN ROAD FOR 0.35 MILE TO
 GQ0406'A GATE, PASS THROUGH GATE, CONTINUE WESTERLY ON MAIN
 GQ0406'ROAD FOR 2.0 MILES (HERE AZIMUTH MARK SM 26 IS 0.1 MILE TO THE
 GQ0406'RIGHT), TURN LEFT, GO SOUTHWEST FOR 0.25 MILE TO THE BASE OF
 GQ0406'HILL AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHWEST
 GQ0406'UP STEEP SLOPE TO THE STATION (ABOUT 15 MINUTE PACK).
 GQ0406'
 GQ0406'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 GQ0406'IN OUTCROPPING BEDROCK WHICH IS FLUSH AND IS STAMPED JET
 GQ0406'1962.  THE MARK IS 28 FEET EAST-SOUTHEAST OF A CAIRN AND
 GQ0406'19 FEET SOUTH OF EDGE OF CLIFF.
 GQ0406'
 GQ0406'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 GQ0406'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET ON THE
 GQ0406'NORTH SIDE AND IS STAMPED JET R.M. 1 1962.  THE MARK IS 45 FEET
 GQ0406'EAST OF A CAIRN AND 15 FEET SOUTH OF THE NORTH EDGE OF CLIFF.
 GQ0406'
 GQ0406'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 GQ0406'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET ON
 GQ0406'THE NORTH SIDE AND IS STAMPED JET R.M. 2 1962.  THE MARK
 GQ0406'IS 27 FEET SOUTH OF A CAIRN.
 GQ0406'
 GQ0406'AZIMUTH MARK, IS A 1-1/2 INCH BRONZE DISK SET IN TOP OF A
 GQ0406'4 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 GQ0406'STAMPED S M 26.
 GQ0406'
 GQ0406'HEIGHT OF LIGHT ABOVE STATION MARK 3.06 METERS.
 GQ0406
 GQ0406                          STATION RECOVERY (1971)
 GQ0406
 GQ0406'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0406'JET 1962-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2079 ***********************************************************************
 DU2079  DESIGNATION -  JET
 DU2079  PID         -  DU2079
 DU2079  STATE/COUNTY-  AZ/PINAL
 DU2079  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU2079
 DU2079                         *CURRENT SURVEY CONTROL
 DU2079  ___________________________________________________________________
 DU2079* NAD 83(1992)-  33 16 52.10709(N)    111 22 16.71618(W)     ADJUSTED  
 DU2079* NAVD 88     -       571.9    (meters)    1876.     (feet)  VERTCON   
 DU2079  ___________________________________________________________________
 DU2079  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 DU2079  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DU2079  HORZ ORDER  -  SECOND
 DU2079
 DU2079.The horizontal coordinates were established by classical geodetic methods
 DU2079.and adjusted by the National Geodetic Survey in August 1993.
 DU2079
 DU2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2079
 DU2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2079
 DU2079.The geoid height was determined by GEOID03.
 DU2079
 DU2079;                    North         East     Units Scale Factor Converg.
 DU2079;SPC AZ C     -   253,061.568   264,158.306   MT  0.99993180   +0 17 57.4
 DU2079;SPC AZ C     -   830,254.49    866,661.11   iFT  0.99993180   +0 17 57.4
 DU2079;UTM  12      - 3,682,516.430   465,424.090   MT  0.99961474   -0 12 13.5
 DU2079
 DU2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2079!SPC AZ C     -   0.99991479  x   0.99993180  =   0.99984660
 DU2079!UTM  12      -   0.99991479  x   0.99961474  =   0.99952956
 DU2079
 DU2079|---------------------------------------------------------------------|
 DU2079| PID    Reference Object                     Distance      Geod. Az  |
 DU2079|                                                           dddmmss.s |
 DU2079| CH5779 JET RM 1                             20.048 METERS 03822     |
 DU2079| DU2078 DONS                                APPROX. 2.5 KM 0524216.0 |
 DU2079| CH5780 JET RM 2                             15.270 METERS 31242     |
 DU2079|---------------------------------------------------------------------|
 DU2079
 DU2079                          SUPERSEDED SURVEY CONTROL
 DU2079
 DU2079  NAD 83(1986)-  33 16 52.10163(N)    111 22 16.71928(W) AD(       ) 2
 DU2079  NAD 27      -  33 16 51.91040(N)    111 22 14.25958(W) AD(       ) 2
 DU2079  NGVD 29 (07/19/86)  571.4    (m)         1875.     (f) VERT ANG    3  
 DU2079
 DU2079.Superseded values are not recommended for survey control.
 DU2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2079.See file dsdata.txt to determine how the superseded data were derived.
 DU2079
 DU2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6542482516(NAD 83)
 DU2079_MARKER: DD = SURVEY DISK
 DU2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2079+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU2079
 DU2079  HISTORY     - Date     Condition        Report By
 DU2079  HISTORY     - 1975     MONUMENTED       AZDT
 DU2079  HISTORY     - 20021010 GOOD             SRP
 DU2079  HISTORY     - 20061029 GOOD             GEOCAC
 DU2079  HISTORY     - 20081212 GOOD             GEOCAC
 DU2079
 DU2079                          STATION DESCRIPTION
 DU2079
 DU2079'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2079'THE STATION IS ABOUT 13.75 MILES SOUTHEAST OF APACHE JUNCTION
 DU2079'AND 2.6 MILES NORTHWEST OF FLORENCE JUNCTION ALONG
 DU2079'U.S. HWY. 60-80-89.
 DU2079'
 DU2079'THE STATION IS AN A.D.O.T. HWY. DIVISION DISK STAMPED JET
 DU2079'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DU2079'STATION IS 159 FEET SOUTH OF THE EASTBOUND HWY. CENTERLINE, 109
 DU2079'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 115 FEET SOUTHEAST OF A
 DU2079'GATE IN THE RIGHT-OF-WAY FENCE, 17 FEET NORTH OF A TRACK ROAD
 DU2079'PARALLELING THE FENCE LINE, AND IS MARKED BY A WITNESS POST AND
 DU2079'SIGN 2.91 FEET TO THE SOUTH.
 DU2079'
 DU2079'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED RM 1
 DU2079'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2079'MARK IS 93 FEET SOUTH OF HWY. CENTERLINE, 43 FEET SOUTH OF THE
 DU2079'RIGHT-OF-WAY FENCELINE AND IS 52 FEET EAST OF A TRACK ROAD LEADING
 DU2079'TO A GATE IN THE RIGHT-OF-WAY FENCE.
 DU2079'
 DU2079'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED RM 2
 DU2079'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2079'MARK IS 159 FEET SOUTH OF THE EASTBOUND CENTERLINE OF THE
 DU2079'HWY., 109 FEET SOUTH OF RIGHT-OF-WAY FENCE, 9 FEET NORTH OF A
 DU2079'TRACK ROAD PARALLELING FENCELINE AND 19 FEET EAST OF TRACK ROAD
 DU2079'LEADING TO A GATE IN THE RIGHT-OF-WAY FENCE.
 DU2079'
 DU2079'TO REACH THE STATION FROM APACHE JUNCTION, GO SOUTHEAST ON
 DU2079'U.S. HWY. 60-80-89 FOR 13.75 MILES TO MILE POST 209.7 AND THE
 DU2079'STATION ON THE RIGHT OR SOUTH.
 DU2079'
 DU2079'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2079
 DU2079                          STATION RECOVERY (2002)
 DU2079
 DU2079'RECOVERY NOTE BY SALT RIVER PROJECT 2002 (AMB)
 DU2079'RECOVERED IN GOOD CONDITION.
 DU2079
 DU2079                          STATION RECOVERY (2006)
 DU2079
 DU2079'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2079'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 1 IS TILTED.
 DU2079
 DU2079                          STATION RECOVERY (2008)
 DU2079
 DU2079'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2079'RECOVERED STATION MARK IN GOOD CONDITION, REFERENCE MARK 1 IN POOR
 DU2079'CONDITION, AND REFERENCE MARK 2 WAS NOT FOUND AS DESCRIBED WITH THE
 DU2079'FOLLOWING UPDATE TO THE DESCRIPTION - REFERENCE MARK 1 IS TILTED, AND
 DU2079'REFERENCE MARK 2 MAY BE COVERED WITH GRAVEL OR A PAVED ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0233 ***********************************************************************
 ET0233  DESIGNATION -  JET RM 1
 ET0233  PID         -  ET0233
 ET0233  STATE/COUNTY-  AZ/YAVAPAI
 ET0233  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0233
 ET0233                         *CURRENT SURVEY CONTROL
 ET0233  ___________________________________________________________________
 ET0233* NAD 83(1986)-  34 16 36.     (N)    112 07 06.     (W)     SCALED    
 ET0233* NAVD 88     -      1124.89   (+/-2cm)    3690.6    (feet)  VERTCON   
 ET0233  ___________________________________________________________________
 ET0233  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 ET0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0233
 ET0233.The horizontal coordinates were scaled from a topographic map and have
 ET0233.an estimated accuracy of +/- 6 seconds.
 ET0233
 ET0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0233.The vertical order pertains to the NGVD 29 superseded value.
 ET0233
 ET0233.The geoid height was determined by GEOID03.
 ET0233
 ET0233;                    North         East    Units  Estimated Accuracy
 ET0233;SPC AZ C     -   363,360.      194,790.      MT  (+/- 180 meters Scaled)
 ET0233
 ET0233                          SUPERSEDED SURVEY CONTROL
 ET0233
 ET0233  NGVD 29 (??/??/92) 1124.218  (m)         3688.37   (f) ADJ UNCH    2 0
 ET0233
 ET0233.Superseded values are not recommended for survey control.
 ET0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0233.See file dsdata.txt to determine how the superseded data were derived.
 ET0233
 ET0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970933(NAD 83)
 ET0233_MARKER: DR = REFERENCE MARK DISK
 ET0233_SETTING: 80 = SET IN A BOULDER
 ET0233_SP_SET: BOULDER
 ET0233_STAMPING: JET NO 1 1958
 ET0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0233+STABILITY: SURFACE MOTION
 ET0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0233+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2008
 ET0233
 ET0233  HISTORY     - Date     Condition        Report By
 ET0233  HISTORY     - 1958     MONUMENTED       CGS
 ET0233  HISTORY     - 1959     GOOD             NGS
 ET0233  HISTORY     - 20081122 GOOD             GEOCAC
 ET0233
 ET0233                          STATION DESCRIPTION
 ET0233
 ET0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0233'15.3 MI N FROM BLACK CANYON.
 ET0233'15.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0233'CANYON, 100 YARDS WEST OF STATE HIGHWAY 69, 100 YARDS EAST OF A HIGH
 ET0233'POWER LINE ON A LOW, SHARP, ROCKY HILL, 41 FEET NORTHEAST OF THE
 ET0233'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 ET0233'INCHES.
 ET0233
 ET0233                          STATION RECOVERY (2008)
 ET0233
 ET0233'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0235 ***********************************************************************
 ET0235  DESIGNATION -  JET RM 2
 ET0235  PID         -  ET0235
 ET0235  STATE/COUNTY-  AZ/YAVAPAI
 ET0235  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0235
 ET0235                         *CURRENT SURVEY CONTROL
 ET0235  ___________________________________________________________________
 ET0235* NAD 83(1986)-  34 16 36.     (N)    112 07 06.     (W)     SCALED    
 ET0235* NAVD 88     -      1124.23   (+/-2cm)    3688.4    (feet)  VERTCON   
 ET0235  ___________________________________________________________________
 ET0235  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 ET0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0235
 ET0235.The horizontal coordinates were scaled from a topographic map and have
 ET0235.an estimated accuracy of +/- 6 seconds.
 ET0235
 ET0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0235.The vertical order pertains to the NGVD 29 superseded value.
 ET0235
 ET0235.The geoid height was determined by GEOID03.
 ET0235
 ET0235;                    North         East    Units  Estimated Accuracy
 ET0235;SPC AZ C     -   363,360.      194,790.      MT  (+/- 180 meters Scaled)
 ET0235
 ET0235                          SUPERSEDED SURVEY CONTROL
 ET0235
 ET0235  NGVD 29 (??/??/92) 1123.562  (m)         3686.22   (f) ADJ UNCH    2 0
 ET0235
 ET0235.Superseded values are not recommended for survey control.
 ET0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0235.See file dsdata.txt to determine how the superseded data were derived.
 ET0235
 ET0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970933(NAD 83)
 ET0235_MARKER: DR = REFERENCE MARK DISK
 ET0235_SETTING: 80 = SET IN A BOULDER
 ET0235_SP_SET: BOULDER
 ET0235_STAMPING: JET NO 2 1958
 ET0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0235+STABILITY: SURFACE MOTION
 ET0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0235+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2008
 ET0235
 ET0235  HISTORY     - Date     Condition        Report By
 ET0235  HISTORY     - 1958     MONUMENTED       CGS
 ET0235  HISTORY     - 1959     GOOD             NGS
 ET0235  HISTORY     - 20081122 GOOD             GEOCAC
 ET0235
 ET0235                          STATION DESCRIPTION
 ET0235
 ET0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0235'15.3 MI N FROM BLACK CANYON.
 ET0235'15.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0235'CANYON, 100 YARDS WEST OF STATE HIGHWAY 69, 100 YARDS EAST OF A HIGH
 ET0235'POWER LINE ON A LOW, SHARP, ROCKY HILL, 33 FEET SOUTHEAST OF THE
 ET0235'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8
 ET0235'INCHES.
 ET0235
 ET0235                          STATION RECOVERY (2008)
 ET0235
 ET0235'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0650 ***********************************************************************
 DA0650  DESIGNATION -  JIM
 DA0650  PID         -  DA0650
 DA0650  STATE/COUNTY-  AZ/MARICOPA
 DA0650  USGS QUAD   -  BOSQUE (1973)
 DA0650
 DA0650                         *CURRENT SURVEY CONTROL
 DA0650  ___________________________________________________________________
 DA0650* NAD 83(1992)-  32 54 26.34757(N)    112 32 03.97921(W)     ADJUSTED  
 DA0650* NAVD 88     -       385.72   (+/-2cm)    1265.5    (feet)  VERTCON   
 DA0650  ___________________________________________________________________
 DA0650  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 DA0650  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DA0650  HORZ ORDER  -  FIRST
 DA0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0650
 DA0650.The horizontal coordinates were established by classical geodetic methods
 DA0650.and adjusted by the National Geodetic Survey in August 1993.
 DA0650
 DA0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0650.The vertical order pertains to the NGVD 29 superseded value.
 DA0650
 DA0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0650
 DA0650.The geoid height was determined by GEOID03.
 DA0650
 DA0650;                    North         East     Units Scale Factor Converg.
 DA0650;SPC AZ C     -   211,643.142   155,572.252   MT  0.99994116   -0 20 08.3
 DA0650;SPC AZ C     -   694,367.26    510,407.65   iFT  0.99994116   -0 20 08.3
 DA0650;UTM  12      - 3,642,056.441   356,502.371   MT  0.99985390   -0 50 01.6
 DA0650
 DA0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0650!SPC AZ C     -   0.99994431  x   0.99994116  =   0.99988547
 DA0650!UTM  12      -   0.99994431  x   0.99985390  =   0.99979821
 DA0650
 DA0650|---------------------------------------------------------------------|
 DA0650| PID    Reference Object                     Distance      Geod. Az  |
 DA0650|                                                           dddmmss.s |
 DA0650| DA0651 JIM RM 1                              4.777 METERS 01212     |
 DA0650| DA0649 JIM RM 2                             18.210 METERS 10551     |
 DA0650| DA0648 F 298                                              1181518.3 |
 DA0650|---------------------------------------------------------------------|
 DA0650
 DA0650                          SUPERSEDED SURVEY CONTROL
 DA0650
 DA0650  NAD 83(1986)-  32 54 26.33889(N)    112 32 03.98297(W) AD(       ) 1
 DA0650  NAD 27      -  32 54 26.18700(N)    112 32 01.42450(W) AD(       ) 1
 DA0650  NGVD 29 (??/??/92)  385.077  (m)         1263.37   (f) ADJ UNCH    2 0
 DA0650
 DA0650.Superseded values are not recommended for survey control.
 DA0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0650.See file dsdata.txt to determine how the superseded data were derived.
 DA0650
 DA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5650242056(NAD 83)
 DA0650_MARKER: DS = TRIANGULATION STATION DISK
 DA0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0650_STAMPING: JIM 1960
 DA0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0650+STABILITY: SURFACE MOTION
 DA0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0650+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0650
 DA0650  HISTORY     - Date     Condition        Report By
 DA0650  HISTORY     - 1960     MONUMENTED       CGS
 DA0650  HISTORY     - 1967     GOOD             AMS
 DA0650  HISTORY     - 1971     GOOD             NGS
 DA0650  HISTORY     - 1971     GOOD             NGS
 DA0650  HISTORY     - 20071130 GOOD             GEOCAC
 DA0650
 DA0650                          STATION DESCRIPTION
 DA0650
 DA0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0650'THE STATION IS 10.2 MILES EASTERLY ALONG INTERSTATE ROUTE 8
 DA0650'FROM GILA BEND, 325 FEET NORTHEAST OF HIGHWAY MILE POST 131,
 DA0650'200 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANES,
 DA0650'100 FEET OUTSIDE, NORTH, OF THE RIGHT OF WAY FENCE LINE
 DA0650'AND 7 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA0650'
 DA0650'THE STATION, WITH UNDERGROUND MARK, STAMPED JIM 1960 IS A
 DA0650'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0650'4 INCHES.
 DA0650'
 DA0650'REFERENCE MARK 1, STAMPED JIM NO 1 1960, IS A STANDARD DISK
 DA0650'SET IN A DRILL HOLE IN A NATURALLY EMBEDDED BOULDER PROJECTING
 DA0650'2 INCHES.
 DA0650'
 DA0650'REFERENCE MARK 2, STAMPED JIM NO 2 1960, IS A STANDARD DISK
 DA0650'SET IN A DRILL HOLE IN A BURIED BOULDER PROJECTING 4 INCHES.
 DA0650'
 DA0650'THE AZIMUTH MARK, STAMPED F 298 1951, IS A STANDARD BENCH
 DA0650'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 DA0650'INCHES AND IS 0.2 MILE SOUTHEAST ALONG THE INTERSTATE ROUTE,
 DA0650'ABOUT MIDWAY BETWEEN THE EAST AND WEST TRAFFIC LANES, 48
 DA0650'FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND LANES, 2
 DA0650'FEET LOWER THAN THE SURFACE OF THE HIGHWAY AND 2.5 FEET
 DA0650'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA0650'
 DA0650'THE STATION MAY BE DRIVEN TO BY GOING EAST ALONG THE INTERSTATE
 DA0650'ROUTE FOR 0.3 MILE TO A STEEL GATE IN THE RIGHT OF WAY FENCE
 DA0650'ON THE NORTH SIDE OF THE HIGHWAY, A KEY MAY BE OBTAINED
 DA0650'FROM THE HIGHWAY DEPARTMENT FOR THE LOCK, TURN LEFT, NORTH,
 DA0650'THROUGH THE GATE AND FOLLOW THE RIGHT OF WAY FENCE WEST FOR
 DA0650'0.3 MILE TO THE STATION AS DESCRIBED ABOVE.
 DA0650
 DA0650                          STATION RECOVERY (1967)
 DA0650
 DA0650'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DA0650'RECOVERED AS DESCRIBED
 DA0650'
 DA0650'DESCRIPTION IS ADEQUATE
 DA0650'
 DA0650'R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 DA0650'
 DA0650'LISTED DIST R.M. NO 1 = 4.779 METERS
 DA0650'
 DA0650'R.M. NO 2 = 18.208 METERS
 DA0650'
 DA0650'CHECK DIST R.M. NO 1 = 4.779 METERS
 DA0650'
 DA0650'R.M. NO 2 = 18.212 METERS
 DA0650'
 DA0650'THE MARK IS 77.00 FEET NORTH OF THE RIGHT OF WAY FENCE.
 DA0650
 DA0650                          STATION RECOVERY (1971)
 DA0650
 DA0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0650'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DA0650'RECOVERED AS PREVIOUSLY DESCRIBED IN 1960 IN GOOD CONDITION.
 DA0650'
 DA0650'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF GILA BEND,
 DA0650'ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 8, ON U.S. GOVERNMENT
 DA0650'PROPERTY, BUREAU OF RECLAMATION LAND MANAGEMENT, THE GRAZING RIGHTS
 DA0650'OF THIS LAND HAS BEEN LEASED TO MR. MARION GETZWILLER, POST OFFICE
 DA0650'BOX 127 CASA GRANDE, PHONE 836-5017.
 DA0650'
 DA0650'TO REACH FROM 1 BLOCK SOUTH OF THE POST OFFICE IN GILA BEND GO EAST
 DA0650'ON U.S. HIGHWAY 80 AND STATE HIGHWAY 84 TO THEIR JUNCTION.  BEAR
 DA0650'RIGHT AND GO EASTERLY ON STATE HIGHWAY 84 TO A JUNCTION WITH
 DA0650'INTERSTATE HIGHWAY 8.  CONTINUE EASTERLY ON INTERSTATE HIGHWAY 8
 DA0650'FOR 8.6 MILES TO THE AZIMUTH MARK ON THE LEFT IN THE CENTER OF THE
 DA0650'MEDIAN OF THE HIGHWAY.  CONTINUE EASTERLY FOR 0.1 MILE TO A WIRE
 DA0650'GATE IN THE NORTH RIGHT-OF-WAY FENCE.  TURN RIGHT AND GO NORTH
 DA0650'CROSSING THE WEST BOUND LANE OF TRAFFIC, PASS THROUGH GATE, TURN
 DA0650'LEFT AND GO WEST ALONG NORTH SIDE OF FENCE FOR 0.3 MILE TO THE
 DA0650'STATION AS DESCRIBED.
 DA0650'
 DA0650'THE STATION MARK IS A STANDARD DISK STAMPED JIM 1960, SET IN THE TOP
 DA0650'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 DA0650'IT IS 78 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 7.6 FEET
 DA0650'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA0650'
 DA0650'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JIM NO 1 1960, CEMENTED
 DA0650'IN A DRILL HOLE IN A NATURALLY EMBEDDED BOULDER WHICH PROJECTS 2
 DA0650'INCHES.  IT IS 93 FEET NORTH OF THE FENCE AND 22 FEET NORTH OF THE
 DA0650'WITNESS POST.
 DA0650'
 DA0650'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JIM NO 2 1960, CEMENTED
 DA0650'IN A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS 1-INCH.  IT IS
 DA0650'73.5 FEET NORTH OF THE FENCE AND 57 FEET EAST OF THE WITNESS POST.
 DA0650'
 DA0650'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED F 298 1951,
 DA0650'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DA0650'PROJECTS 5 INCHES.  IT IS 61 FEET NORTH OF THE CENTER LINE OF THE
 DA0650'EAST BOUND LANE OF THE HIGHWAY, 47 FEET SOUTH OF THE CENTER LINE
 DA0650'OF THE WEST BOUND LANE, 2.5 FEET WEST OF A METAL WITNESS POST WITH
 DA0650'SIGN ATTACHED AND ABOUT 2 FEET LOWER THAN THE ROAD SURFACE.
 DA0650'
 DA0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DA0650'EAST-SOUTHEAST OF GILA BEND.
 DA0650'
 DA0650'HEIGHT OF LIGHT ABOVE STATION MARK 73.1 FEET.
 DA0650
 DA0650                          STATION RECOVERY (1971)
 DA0650
 DA0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0650'10 MI ESE FROM GILA BEND.
 DA0650'8.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 8 FROM THE JUNCTION OF
 DA0650'STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 ABOUT 2 MILES SOUTHEAST OF
 DA0650'GILA BEND, 78 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 7.6 FEET
 DA0650'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP
 DA0650'OF A 12-INCH DIAMETER CONCRETE MONUMENT PROJECTING 4 INCHES.
 DA0650
 DA0650                          STATION RECOVERY (2007)
 DA0650
 DA0650'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0650'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DA0650'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0651 ***********************************************************************
 DA0651  DESIGNATION -  JIM RM 1
 DA0651  PID         -  DA0651
 DA0651  STATE/COUNTY-  AZ/MARICOPA
 DA0651  USGS QUAD   -  BOSQUE (1973)
 DA0651
 DA0651                         *CURRENT SURVEY CONTROL
 DA0651  ___________________________________________________________________
 DA0651* NAD 83(1986)-  32 54 26.     (N)    112 32 04.     (W)     SCALED    
 DA0651* NAVD 88     -       385.64   (+/-2cm)    1265.2    (feet)  VERTCON   
 DA0651  ___________________________________________________________________
 DA0651  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DA0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0651
 DA0651.The horizontal coordinates were scaled from a topographic map and have
 DA0651.an estimated accuracy of +/- 6 seconds.
 DA0651
 DA0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0651.The vertical order pertains to the NGVD 29 superseded value.
 DA0651
 DA0651.The geoid height was determined by GEOID03.
 DA0651
 DA0651;                    North         East    Units  Estimated Accuracy
 DA0651;SPC AZ C     -   211,630.      155,570.      MT  (+/- 180 meters Scaled)
 DA0651
 DA0651                          SUPERSEDED SURVEY CONTROL
 DA0651
 DA0651  NGVD 29 (??/??/92)  385.003  (m)         1263.13   (f) ADJ UNCH    2 0
 DA0651
 DA0651.Superseded values are not recommended for survey control.
 DA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0651.See file dsdata.txt to determine how the superseded data were derived.
 DA0651
 DA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB565420(NAD 83)
 DA0651_MARKER: DR = REFERENCE MARK DISK
 DA0651_SETTING: 80 = SET IN A BOULDER
 DA0651_SP_SET: BOULDER
 DA0651_STAMPING: JIM NO 1 1960
 DA0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0651+STABILITY: SURFACE MOTION
 DA0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0651+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0651
 DA0651  HISTORY     - Date     Condition        Report By
 DA0651  HISTORY     - 1960     MONUMENTED       CGS
 DA0651  HISTORY     - 1971     GOOD             NGS
 DA0651  HISTORY     - 20071130 GOOD             GEOCAC
 DA0651
 DA0651                          STATION DESCRIPTION
 DA0651
 DA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0651'10 MI ESE FROM GILA BEND.
 DA0651'8.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 8 FROM THE JUNCTION OF
 DA0651'STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 ABOUT 2 MILES SOUTHEAST OF
 DA0651'GILA BEND, 93 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 22 FEET
 DA0651'NORTH OF A METAL WITNESS POST WITH SIGN STTACHED, SET IN A DRILL HOLE
 DA0651'IN A BOULDER PROJECTING 2 INCHES.
 DA0651
 DA0651                          STATION RECOVERY (2007)
 DA0651
 DA0651'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0651'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0651'32 54 26.5 (N)   112 32 04.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0649 ***********************************************************************
 DA0649  DESIGNATION -  JIM RM 2
 DA0649  PID         -  DA0649
 DA0649  STATE/COUNTY-  AZ/MARICOPA
 DA0649  USGS QUAD   -  BOSQUE (1973)
 DA0649
 DA0649                         *CURRENT SURVEY CONTROL
 DA0649  ___________________________________________________________________
 DA0649* NAD 83(1986)-  32 54 26.     (N)    112 32 04.     (W)     SCALED    
 DA0649* NAVD 88     -       385.81   (+/-2cm)    1265.8    (feet)  VERTCON   
 DA0649  ___________________________________________________________________
 DA0649  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DA0649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0649
 DA0649.The horizontal coordinates were scaled from a topographic map and have
 DA0649.an estimated accuracy of +/- 6 seconds.
 DA0649
 DA0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0649.The vertical order pertains to the NGVD 29 superseded value.
 DA0649
 DA0649.The geoid height was determined by GEOID03.
 DA0649
 DA0649;                    North         East    Units  Estimated Accuracy
 DA0649;SPC AZ C     -   211,630.      155,570.      MT  (+/- 180 meters Scaled)
 DA0649
 DA0649                          SUPERSEDED SURVEY CONTROL
 DA0649
 DA0649  NGVD 29 (??/??/92)  385.166  (m)         1263.67   (f) ADJ UNCH    2 0
 DA0649
 DA0649.Superseded values are not recommended for survey control.
 DA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0649.See file dsdata.txt to determine how the superseded data were derived.
 DA0649
 DA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB565420(NAD 83)
 DA0649_MARKER: DR = REFERENCE MARK DISK
 DA0649_SETTING: 80 = SET IN A BOULDER
 DA0649_SP_SET: BOULDER
 DA0649_STAMPING: JIM NO 2 1960
 DA0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0649+STABILITY: SURFACE MOTION
 DA0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0649+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0649
 DA0649  HISTORY     - Date     Condition        Report By
 DA0649  HISTORY     - 1960     MONUMENTED       CGS
 DA0649  HISTORY     - 1971     GOOD             NGS
 DA0649  HISTORY     - 20071130 GOOD             GEOCAC
 DA0649
 DA0649                          STATION DESCRIPTION
 DA0649
 DA0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0649'10 MI ESE FROM GILA BEND.
 DA0649'8.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 8 FROM THE JUNCTION OF
 DA0649'STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 ABOUT 2 MILES SOUTHEAST OF
 DA0649'GILA BEND, 73.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 57 FEET
 DA0649'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN A DRILL HOLE
 DA0649'IN A BOULDER PROJECTING 1-INCH.
 DA0649
 DA0649                          STATION RECOVERY (2007)
 DA0649
 DA0649'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0649'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0649'32 54 26.3 (N)   112 32 03.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2106 ***********************************************************************
 DU2106  DESIGNATION -  JIMMY
 DU2106  PID         -  DU2106
 DU2106  STATE/COUNTY-  AZ/MARICOPA
 DU2106  USGS QUAD   -  HIGLEY (1981)
 DU2106
 DU2106                         *CURRENT SURVEY CONTROL
 DU2106  ___________________________________________________________________
 DU2106* NAD 83(2007)-  33 20 53.70550(N)    111 38 08.94129(W)     NO CHECK  
 DU2106* NAVD 88     -       427.8    (meters)    1404.     (feet)  VERTCON   
 DU2106  ___________________________________________________________________
 DU2106  EPOCH DATE  -        2007.00
 DU2106  X           -  -1,966,555.823 (meters)                     COMP
 DU2106  Y           -  -4,957,895.735 (meters)                     COMP
 DU2106  Z           -   3,486,506.181 (meters)                     COMP
 DU2106  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 DU2106  ELLIP HEIGHT-         398.537 (meters)          (02/10/07) NO CHECK
 DU2106  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU2106
 DU2106  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2106  Type    PID    Designation                      North   East  Ellip
 DU2106  -------------------------------------------------------------------
 DU2106  NETWORK DU2106 JIMMY                             4.84   3.59  10.90
 DU2106  -------------------------------------------------------------------
 DU2106
 DU2106.The horizontal coordinates were established by GPS observations
 DU2106.and adjusted by the National Geodetic Survey in February 2007.
 DU2106
 DU2106.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2106.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2106.No horizontal observational check was made to the station.
 DU2106.The horizontal coordinates are valid at the epoch date displayed above.
 DU2106.The epoch date for horizontal control is a decimal equivalence
 DU2106.of Year/Month/Day.
 DU2106
 DU2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2106
 DU2106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2106
 DU2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2106
 DU2106.The ellipsoidal height was determined by GPS observations
 DU2106.and is referenced to NAD 83.
 DU2106
 DU2106.The geoid height was determined by GEOID03.
 DU2106
 DU2106;                    North         East     Units Scale Factor Converg.
 DU2106;SPC AZ C     -   260,406.626   239,500.134   MT  0.99990842   +0 09 15.8
 DU2106;SPC AZ C     -   854,352.45    785,761.59   iFT  0.99990842   +0 09 15.8
 DU2106;UTM  12      - 3,690,075.680   440,838.574   MT  0.99964315   -0 20 58.3
 DU2106
 DU2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2106!SPC AZ C     -   0.99993744  x   0.99990842  =   0.99984586
 DU2106!UTM  12      -   0.99993744  x   0.99964315  =   0.99958061
 DU2106
 DU2106|---------------------------------------------------------------------|
 DU2106| PID    Reference Object                     Distance      Geod. Az  |
 DU2106|                                                           dddmmss.s |
 DU2106| CH5781 JIMMY RM 2                           12.706 METERS 17950     |
 DU2106| DU2109 DOUBLE 2                            APPROX. 7.7 KM 3473706.9 |
 DU2106| DU2107 JIMMY RM 1                           12.795 METERS 35930     |
 DU2106|---------------------------------------------------------------------|
 DU2106
 DU2106                          SUPERSEDED SURVEY CONTROL
 DU2106
 DU2106  ELLIP H (06/11/02)  398.587  (m)                       GP(       ) 4 2
 DU2106  NAD 83(1992)-  33 20 53.70387(N)    111 38 08.93964(W) AD(       ) 2
 DU2106  ELLIP H (08/23/93)  398.646  (m)                       GP(       ) 4 2
 DU2106  NAD 83(1986)-  33 20 53.69876(N)    111 38 08.94334(W) AD(       ) 2
 DU2106  NAD 27      -  33 20 53.52108(N)    111 38 06.46230(W) AD(       ) 2
 DU2106  NGVD 29 (07/19/86)  427.3    (m)         1402.     (f) VERT ANG    3  
 DU2106
 DU2106.Superseded values are not recommended for survey control.
 DU2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2106.See file dsdata.txt to determine how the superseded data were derived.
 DU2106
 DU2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4083990076(NAD 83)
 DU2106_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2106+STABILITY: SURFACE MOTION
 DU2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2106+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2106
 DU2106  HISTORY     - Date     Condition        Report By
 DU2106  HISTORY     - 1975     MONUMENTED       AZDT
 DU2106  HISTORY     - 1976     GOOD             AZDT
 DU2106  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU2106  HISTORY     - 1986     GOOD             AZDT
 DU2106  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2106
 DU2106                          STATION DESCRIPTION
 DU2106
 DU2106'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2106'THE STATION IS ABOUT 6.9 MILES NORTH OF QUEEN CREEK AND 12.2
 DU2106'MILES SOUTHEAST OF MESA ALONG THE WEST SIDE OF ELLSWORTH ROAD.
 DU2106'
 DU2106'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED JIMMY 1975
 DU2106'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 DU2106'IS 34 FEET WEST OF THE CENTERLINE OF ELLSWORTH ROAD, 693 FEET
 DU2106'SOUTH OF CENTERLINE OF ELLIOT ROAD AND IS MARKED BY A WITNESS POST
 DU2106'AND SIGN 3 FEET TO NORTHWEST.
 DU2106'
 DU2106'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2106'JIMMY 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT,
 DU2106'34 FEET WEST OF CENTERLINE OF ELLSWORTH ROAD.
 DU2106'
 DU2106'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2106'JIMMY 1975 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT AND IS
 DU2106'34 FEET WEST OF CENTERLINE OF ELLSWORTH ROAD.
 DU2106'
 DU2106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND
 DU2106'93 AND U.S. HIGHWAY 60, 70, 80 AND 89 IN MESA, GO EAST ON
 DU2106'U.S. HWY. 60, 70, 80 AND 89 FOR 12 MILES TO ELLSWORTH ROAD, GO
 DU2106'SOUTH ON ELLSWORTH ROAD FOR 4.5 MILES TO ELLIOT ROAD.  THE
 DU2106'STATION IS ON THE RIGHT (WEST) OF ELLSWORTH ROAD JUST SOUTH OF
 DU2106'ELLIOT ROAD.
 DU2106'
 DU2106'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2106
 DU2106                          STATION RECOVERY (1979)
 DU2106
 DU2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2106'NOT RECOVERED.  BOTH REFERENCE MARKS WERE FOUND OUT OF
 DU2106'GROUND.  THE AREA APPEARS TO HAVE GRADED.
 DU2106'
 DU2106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2106'2.5 MILES NORTHEAST OF WILLIAMS AIR FORCE BASE.
 DU2106
 DU2106                          STATION RECOVERY (1986)
 DU2106
 DU2106'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU2106'THE STATION WAS RECOVERED AT THIS DATE.
 DU2106'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU2106'DESCRIPTION WAS ADEQUATE.
 DU2106
 DU2106                          STATION RECOVERY (2006)
 DU2106
 DU2106'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2106'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU2106'ADJUSTED COORDINATES FOR THE STATION POINT INTO SOUTHBOUND LANES OF
 DU2106'NEWLY WIDENED ELLSWORTH ROAD. NO WITNESS POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0744 ***********************************************************************
 CG0744  DESIGNATION -  JJ 118
 CG0744  PID         -  CG0744
 CG0744  STATE/COUNTY-  AZ/PIMA
 CG0744  USGS QUAD   -  TOPAWA (1979)
 CG0744
 CG0744                         *CURRENT SURVEY CONTROL
 CG0744  ___________________________________________________________________
 CG0744* NAD 83(1986)-  31 45 23.     (N)    111 49 52.     (W)     SCALED    
 CG0744* NAVD 88     -       739.03   (+/-2cm)    2424.6    (feet)  VERTCON   
 CG0744  ___________________________________________________________________
 CG0744  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0744
 CG0744.The horizontal coordinates were scaled from a topographic map and have
 CG0744.an estimated accuracy of +/- 6 seconds.
 CG0744
 CG0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0744.The vertical order pertains to the NGVD 29 superseded value.
 CG0744
 CG0744.The geoid height was determined by GEOID03.
 CG0744
 CG0744;                    North         East    Units  Estimated Accuracy
 CG0744;SPC AZ C     -    83,860.      221,470.      MT  (+/- 180 meters Scaled)
 CG0744
 CG0744                          SUPERSEDED SURVEY CONTROL
 CG0744
 CG0744  NGVD 29 (??/??/92)  738.320  (m)         2422.30   (f) ADJ UNCH    2 0
 CG0744
 CG0744.Superseded values are not recommended for survey control.
 CG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0744.See file dsdata.txt to determine how the superseded data were derived.
 CG0744
 CG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA212137(NAD 83)
 CG0744_MARKER: DB = BENCH MARK DISK
 CG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0744_STAMPING: JJ 118 1935
 CG0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0744+STABILITY: SURFACE MOTION
 CG0744
 CG0744  HISTORY     - Date     Condition        Report By
 CG0744  HISTORY     - 1935     MONUMENTED       CGS
 CG0744  HISTORY     - 1961     GOOD             NGS
 CG0744
 CG0744                          STATION DESCRIPTION
 CG0744
 CG0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CG0744'6.1 MI NE FROM VAMORI.
 CG0744'ABOUT 5.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE WINDMILL
 CG0744'AND TWO WATER TANKS AT VAMORI.  THENCE 0.2 MILE NORTHWEST ALONG AN OLD
 CG0744'ROAD PARALLELING THE NORTHEAST SIDE OF A ROW OF TELEPHONE POLES, 55
 CG0744'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF
 CG0744'TELEPHONE POLES, 35 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FEET
 CG0744'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN
 CG0744'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0879 ***********************************************************************
 FR0879  DESIGNATION -  JO
 FR0879  PID         -  FR0879
 FR0879  STATE/COUNTY-  AZ/COCONINO
 FR0879  USGS QUAD   -  ASH FORK (1979)
 FR0879
 FR0879                         *CURRENT SURVEY CONTROL
 FR0879  ___________________________________________________________________
 FR0879* NAD 83(1992)-  35 11 19.52501(N)    112 25 47.68020(W)     ADJUSTED  
 FR0879* NAVD 88     -      1684.4    (meters)    5526.     (feet)  VERTCON   
 FR0879  ___________________________________________________________________
 FR0879  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 FR0879  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 FR0879  HORZ ORDER  -  SECOND
 FR0879
 FR0879.The horizontal coordinates were established by classical geodetic methods
 FR0879.and adjusted by the National Geodetic Survey in August 1993.
 FR0879
 FR0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0879
 FR0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0879
 FR0879.The geoid height was determined by GEOID03.
 FR0879
 FR0879;                    North         East     Units Scale Factor Converg.
 FR0879;SPC AZ C     -   464,633.896   166,619.160   MT  0.99992692   -0 17 44.8
 FR0879;SPC AZ C     - 1,524,389.42    546,650.79   iFT  0.99992692   -0 17 44.8
 FR0879;UTM  12      - 3,894,912.089   369,814.010   MT  0.99980887   -0 49 26.9
 FR0879
 FR0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0879!SPC AZ C     -   0.99973958  x   0.99992692  =   0.99966652
 FR0879!UTM  12      -   0.99973958  x   0.99980887  =   0.99954850
 FR0879
 FR0879|---------------------------------------------------------------------|
 FR0879| PID    Reference Object                     Distance      Geod. Az  |
 FR0879|                                                           dddmmss.s |
 FR0879| CH2571 JO RM 2                               6.080 METERS 00055     |
 FR0879| FR0888 CORVA                               APPROX.10.8 KM 0412124.9 |
 FR0879| CH2570 JO RM 1                               5.743 METERS 08500     |
 FR0879| FR0880 ASH FORK SANTA FE RR WATER TK       APPROX. 6.6 KM 3073450.5 |
 FR0879|---------------------------------------------------------------------|
 FR0879
 FR0879                          SUPERSEDED SURVEY CONTROL
 FR0879
 FR0879  NAD 83(1986)-  35 11 19.52354(N)    112 25 47.67759(W) AD(       ) 2
 FR0879  NAD 27      -  35 11 19.47890(N)    112 25 45.02840(W) AD(       ) 2
 FR0879  NGVD 29 (07/19/86) 1683.5    (m)         5523.     (f) VERT ANG    3  
 FR0879
 FR0879.Superseded values are not recommended for survey control.
 FR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0879.See file dsdata.txt to determine how the superseded data were derived.
 FR0879
 FR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6981494912(NAD 83)
 FR0879_MARKER: DS = TRIANGULATION STATION DISK
 FR0879_SETTING: 80 = SET IN A BOULDER
 FR0879_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0879
 FR0879  HISTORY     - Date     Condition        Report By
 FR0879  HISTORY     - 1958     MONUMENTED       CGS
 FR0879  HISTORY     - 1962     GOOD             CGS
 FR0879  HISTORY     - 1980     GOOD             AZDT
 FR0879
 FR0879                          STATION DESCRIPTION
 FR0879
 FR0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0879'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LONE ROUND
 FR0879'TOPPED HILL THAT IS ABOUT 16 MILES SOUTHWEST OF WILLIAMS, 4
 FR0879'MILES SOUTHEAST OF ASH FORK AND 1-1/2 MILES SOUTH OF THE MONTE
 FR0879'CARLO CAFE AND MOTEL WHICH IS LOCATED ON U.S. HIGHWAY 66.
 FR0879'
 FR0879'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, GO SOUTH
 FR0879'FOR 1 BLOCK TO THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 66,
 FR0879'TURN LEFT, EAST, AND GO 3.3 MILES TO A CONCRETE BRIDGE OVER A
 FR0879'DRY WASH, CONTINUE AHEAD ON THE HIGHWAY FOR 0.4 MILE TO A T-ROAD
 FR0879'RIGHT (THIS IS DIRECTLY ACROSS THE HIGHWAY FROM THE MONTE
 FR0879'CARLO CAFE AND MOTEL) TURN RIGHT, SOUTH, PASS THROUGH A METAL
 FR0879'GATE AND GO AS PER SIGN MEATH SIDING 9 FOR 0.8 MILE TO A WIRE
 FR0879'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE TRACK
 FR0879'ROAD FOR 0.6 MILE TO A CROSSROAD AND TELEPHONE LINE, TURN RIGHT,
 FR0879'WEST, FOLLOW THE TRACK ROAD WEST ALONG THE TELEPHONE LINE
 FR0879'FOR 0.3 MILE TO A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE
 FR0879'WEST ALONG THE TELEPHONE LINE FOR 0.4 MILE TO A POLE WITH 3
 FR0879'NOTCHES, HERE LEAVE THE TRACK ROAD AND GO SOUTH AND
 FR0879'SOUTHEAST FOR 0.5 MILE TO THE TOP OF THE HILL AND THE
 FR0879'STATION.
 FR0879'
 FR0879'THE STATION MARK, STAMPED JO 1958, IS A STANDARD DISK CEMENTED
 FR0879'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.  THE MARK
 FR0879'IS 44 FEET WEST OF THE HIGHEST POINT OF THE HILL AND 11 FEET
 FR0879'SOUTHWEST OF A WITNESS SIGN POST.
 FR0879'
 FR0879'REFERENCE MARK NO. 1, STAMPED JO NO 1 1958, IS A STANDARD
 FR0879'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18
 FR0879'INCHES AND IS 9 FEET EAST OF A WITNESS SIGN POST.
 FR0879'
 FR0879'REFERENCE MARK NO. 2, STAMPED JO NO 2 1958, IS A STANDARD DISK
 FR0879'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 FR0879'AND IS 20 FEET NORTHWEST OF A WITNESS SIGN POST.
 FR0879
 FR0879                          STATION RECOVERY (1962)
 FR0879
 FR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0879'STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION.
 FR0879'AL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A SLIGHT DIFFERENCE
 FR0879'WAS FOUND IN THE DISTANCE TO REFERENCE MARK 2.  A DIFFERENCE
 FR0879'WAS FOUND IN THE DIRECTION TO REFERENCE MARK 1 AND A SECOND
 FR0879'SET OF OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.
 FR0879'
 FR0879'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FR0879'
 FR0879'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FR0879
 FR0879                          STATION RECOVERY (1980)
 FR0879
 FR0879'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0879'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0879'CONDITION AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0879'
 FR0879'TO REACH THE STATION FROM ASH FORK TRAVEL EAST ALONG INTERSTATE 40 FOR
 FR0879'A FEW MILES TO MONTE CARLO INTERCHANGE.  TRAVEL SOUTH ALONG MONTE
 FR0879'CARLO ROAD FOR 0.05 MILE TO END OF PAVEMENT AND CATTLE GUARD.  CROSS
 FR0879'CATTLE GUARD AND CONTINUE SOUTH ON FOREST SERVICE ROAD 27 FOR 0.05
 FR0879'MILE TO A FORK.  TAKE LEFT FORK FOR 0.7 MILE TO A GATE, PASS THROUGH
 FR0879'GATE AND CONTINUE SOUTH FOR 0.4 MILE TO A GATE, PASS THROUGH GATE AND
 FR0879'CONTINUE 0.1 MILE TO FOREST ROAD 114.  TURN RIGHT AND TRAVEL WEST FOR
 FR0879'0.3 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE WEST FOR 0.4 MILE
 FR0879'TO A DIM TRACK ROAD ON LEFT.  TURN LEFT FOR 0.5 TO END OF ROAD.  PACK
 FR0879'WEST TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0922 ***********************************************************************
 ET0922  DESIGNATION -  JOE
 ET0922  PID         -  ET0922
 ET0922  STATE/COUNTY-  AZ/YAVAPAI
 ET0922  USGS QUAD   -  JOES HILL (1969)
 ET0922
 ET0922                         *CURRENT SURVEY CONTROL
 ET0922  ___________________________________________________________________
 ET0922* NAD 83(1992)-  34 10 50.64337(N)    112 04 44.80168(W)     ADJUSTED  
 ET0922* NAVD 88     -      1233.     (meters)    4045.     (feet)  SCALED    
 ET0922  ___________________________________________________________________
 ET0922  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 ET0922  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 ET0922  HORZ ORDER  -  SECOND
 ET0922
 ET0922.The horizontal coordinates were established by classical geodetic methods
 ET0922.and adjusted by the National Geodetic Survey in August 1993.
 ET0922
 ET0922.The orthometric height was scaled from a topographic map.
 ET0922
 ET0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0922
 ET0922.The geoid height was determined by GEOID03.
 ET0922
 ET0922;                    North         East     Units Scale Factor Converg.
 ET0922;SPC AZ C     -   352,711.542   198,385.910   MT  0.99990276   -0 05 28.5
 ET0922;SPC AZ C     - 1,157,190.10    650,872.41   iFT  0.99990276   -0 05 28.5
 ET0922;UTM  12      - 3,782,721.880   400,555.748   MT  0.99972190   -0 36 22.7
 ET0922
 ET0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0922!SPC AZ C     -   0.99981084  x   0.99990276  =   0.99971361
 ET0922!UTM  12      -   0.99981084  x   0.99972190  =   0.99953279
 ET0922
 ET0922|---------------------------------------------------------------------|
 ET0922| PID    Reference Object                     Distance      Geod. Az  |
 ET0922|                                                           dddmmss.s |
 ET0922| CH2572 JOE RM 1                              7.924 METERS 03914     |
 ET0922| CH2573 JOE RM 2                              5.111 METERS 17100     |
 ET0922| ET0251 MAN                                 APPROX. 6.0 KM 2600732.8 |
 ET0922|---------------------------------------------------------------------|
 ET0922
 ET0922                          SUPERSEDED SURVEY CONTROL
 ET0922
 ET0922  NAD 83(1986)-  34 10 50.63735(N)    112 04 44.80181(W) AD(       ) 2
 ET0922  NAD 27      -  34 10 50.51780(N)    112 04 42.23710(W) AD(       ) 2
 ET0922
 ET0922.Superseded values are not recommended for survey control.
 ET0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0922.See file dsdata.txt to determine how the superseded data were derived.
 ET0922
 ET0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0055682722(NAD 83)
 ET0922_MARKER: DS = TRIANGULATION STATION DISK
 ET0922_SETTING: 80 = SET IN A BOULDER
 ET0922_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0922+STABILITY: SURFACE MOTION
 ET0922
 ET0922  HISTORY     - Date     Condition        Report By
 ET0922  HISTORY     - 1959     MONUMENTED       CGS
 ET0922  HISTORY     - 1966     GOOD             USGS
 ET0922  HISTORY     - 1969     GOOD             USGS
 ET0922
 ET0922                          STATION DESCRIPTION
 ET0922
 ET0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0922'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF CORDES
 ET0922'JUNCTION, 10 MILES NORTH AND 4 MILES EAST OF THE TOWN OF
 ET0922'BLACK CANYON, 4 MILES EAST OF STATE HIGHWAY 69 AND 1-1/2
 ET0922'MILES EAST OF A DEEP CANYON AND THE AGUA FRIA RIVER, ON THE
 ET0922'HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE THAT IS LOCALLY
 ET0922'KNOWN AS JOES HILL.
 ET0922'
 ET0922'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0922'GO NORTH ON STATE HIGHWAY 69 FOR 14.6 MILES TO A T-ROAD
 ET0922'RIGHT AND SIGN BLOODY BASIN-HORSESHOE RANCH, TURN RIGHT, EAST,
 ET0922'GO 4.4 MILES ON THE GRADED ROAD TO THE HORSESHOE RANCH.
 ET0922'CONTINUE AHEAD AS PER SIGN BLOODY BASIN FOR 6.0 MILES T A
 ET0922'Y-FORK, TAKE THE RIGHT FORK AS PER SIGN 2 COPPER CR CABIN-3
 ET0922'ROCK HOUSE-5 PERRY MESA, GO SOUTH FOR 1.0 MILE TO A WIRE
 ET0922'GATE THAT IS JUST WEST OF A LARGE STOCK PEN.  PASS THROUGH
 ET0922'THE GATE AND GO SOUTH ON THE BLADED ROAD FOR 0.8 MILE TO
 ET0922'A Y-FORK, TAKE THE RIGHT FORK AND GO 0.6 MILE TO A WIRE
 ET0922'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 0.4
 ET0922'MILE TO A T-ROAD AND U.S.C. AND G.S. BM L329 1952 ON THE
 ET0922'LEFT.  TURN RIGHT, WEST, FOLLOW THE TRACK ROAD FOR 2.3
 ET0922'MILES TO A WIRE GATE AT THE SOUTHEAST CORNER OF A STOCK
 ET0922'PEN.  PASS THROUGH THE GATE AND CONTINUE WEST ON THE TRACK
 ET0922'ROAD FOR 0.4 MILE TO THE WEST SIDE OF THE STOCK PEN AND
 ET0922'A POND ON THE RIGHT.  CONTINUE WEST ON THE VERY ROUGH TRACK
 ET0922'ROAD FOR 0.6 MILE TO A Y-FORK THAT IS ABOUT 0.1 MILE
 ET0922'SOUTH OF A WINDMILL, TAKE THE LEFT FORK AND CONTINUE WESTERLY
 ET0922'ON THE TRACK ROAD FOR 1.7 MILES TO THE CREST OF A LOW
 ET0922'RIDGE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 ET0922'SOUTH ALONG THE RIDGE FOR 20 MINUTES TO THE HIGHEST
 ET0922'POINT OF THE HILL AND THE STATION.
 ET0922'
 ET0922'THE STATION MARK, STAMPED JOE 1958, IS A STANDARD DISK CEMENTED
 ET0922'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 FEET
 ET0922'AND IS 8.2 FEET SOUTHWEST OF A WITNESS POST.
 ET0922'
 ET0922'REFERENCE MARK NO. 1, STAMPED JOE NO 1 1958, IS A STANDARD
 ET0922'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0922'3 FEET AND IS 20.3 FEET NORTH OF A WITNESS POST.
 ET0922'
 ET0922'REFERENCE MARK NO. 2, STAMPED JOE NO 2 1958, IS A STANDARD
 ET0922'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0922'1 FOOT AND IS 18.3 FEET SOUTH OF A WITNESS POST.
 ET0922'
 ET0922'STATION MAN CAN BE USED FOR AN AZIMUTH MARK.  (SEE DESCRIPTION
 ET0922'THEREOF).
 ET0922
 ET0922                          STATION RECOVERY (1966)
 ET0922
 ET0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ET0922'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  RMS
 ET0922'AGREE WITH NGS.
 ET0922
 ET0922                          STATION RECOVERY (1969)
 ET0922
 ET0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0922'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 ET0922'CONDITION.  RMS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1094 ***********************************************************************
 ET1094  DESIGNATION -  JOE
 ET1094  PID         -  ET1094
 ET1094  STATE/COUNTY-  AZ/MOHAVE
 ET1094  USGS QUAD   -  PILGRIM WASH (1967)
 ET1094
 ET1094                         *CURRENT SURVEY CONTROL
 ET1094  ___________________________________________________________________
 ET1094* NAD 83(1992)-  34 52 31.09898(N)    113 38 47.38887(W)     ADJUSTED  
 ET1094* NAVD 88     -       753.4    (meters)    2472.     (feet)  VERTCON   
 ET1094  ___________________________________________________________________
 ET1094  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 ET1094  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 ET1094  HORZ ORDER  -  SECOND
 ET1094
 ET1094.The horizontal coordinates were established by classical geodetic methods
 ET1094.and adjusted by the National Geodetic Survey in August 1993.
 ET1094
 ET1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1094
 ET1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1094
 ET1094.The geoid height was determined by GEOID03.
 ET1094
 ET1094;                    North         East     Units Scale Factor Converg.
 ET1094;SPC AZ W     -   429,761.250   222,822.290   MT  0.99993444   +0 03 33.1
 ET1094;SPC AZ W     - 1,409,977.85    731,044.26   iFT  0.99993444   +0 03 33.1
 ET1094;UTM  12      - 3,862,410.715   258,106.981   MT  1.00032122   -1 30 50.3
 ET1094
 ET1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1094!SPC AZ W     -   0.99988626  x   0.99993444  =   0.99982070
 ET1094!UTM  12      -   0.99988626  x   1.00032122  =   1.00020744
 ET1094
 ET1094|---------------------------------------------------------------------|
 ET1094| PID    Reference Object                     Distance      Geod. Az  |
 ET1094|                                                           dddmmss.s |
 ET1094| CH2574 JOE RM 1                              9.490 METERS 16429     |
 ET1094| ET1095 CANE                                APPROX. 3.3 KM 3442319.2 |
 ET1094| CH2575 JOE RM 2                              8.314 METERS 34452     |
 ET1094|---------------------------------------------------------------------|
 ET1094
 ET1094                          SUPERSEDED SURVEY CONTROL
 ET1094
 ET1094  NAD 83(1986)-  34 52 31.09969(N)    113 38 47.39462(W) AD(       ) 2
 ET1094  NAD 27      -  34 52 31.06263(N)    113 38 44.61218(W) AD(       ) 2
 ET1094  NGVD 29 (07/19/86)  752.6    (m)         2469.     (f) VERT ANG    3  
 ET1094
 ET1094.Superseded values are not recommended for survey control.
 ET1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1094.See file dsdata.txt to determine how the superseded data were derived.
 ET1094
 ET1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5810762411(NAD 83)
 ET1094_MARKER: DD = SURVEY DISK
 ET1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1094+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 ET1094
 ET1094  HISTORY     - Date     Condition        Report By
 ET1094  HISTORY     - 1979     MONUMENTED       AZDT
 ET1094  HISTORY     - 19980702 GOOD             USPSQD
 ET1094  HISTORY     - 20050808 GOOD             USPSQD
 ET1094
 ET1094                          STATION DESCRIPTION
 ET1094
 ET1094'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1094'THE STATION IS LOCATED 12 MILES NORTH OF WICKIEUP ALONG THE WEST SIDE
 ET1094'OF U.S. HIGHWAY 93.
 ET1094'
 ET1094'THE STATION MARK IS AN ADOT DISK STAMPED, JOE 1979.  IT IS SET IN TOP
 ET1094'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 ET1094'3.7 FEET SE OF THE WITNESS POST.
 ET1094'
 ET1094'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, JOE RM 1 1979.  IT IS SET IN
 ET1094'TOP OF A 10 INCH CONCRETE MONUMENT.
 ET1094'
 ET1094'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, JOE RM 2 1979.  IT IS SET IN
 ET1094'TOP OF A 10 INCH CONCRETE MONUMENT.
 ET1094'
 ET1094'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1094'U.S. HIGHWAY 93 FOR 12.2 MILES TO A SMALL CUT IN THE ROADWAY AND THE
 ET1094'STATION 97 FEET WEST OF HIGHWAY CENTERLINE.
 ET1094
 ET1094                          STATION RECOVERY (1998)
 ET1094
 ET1094'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1094'RECOVERED IN GOOD CONDITION.
 ET1094
 ET1094                          STATION RECOVERY (2005)
 ET1094
 ET1094'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1865 ***********************************************************************
 DV1865  DESIGNATION -  JOE
 DV1865  PID         -  DV1865
 DV1865  STATE/COUNTY-  AZ/MARICOPA
 DV1865  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV1865
 DV1865                         *CURRENT SURVEY CONTROL
 DV1865  ___________________________________________________________________
 DV1865* NAD 83(2007)-  33 43 33.95272(N)    112 18 25.55612(W)     NO CHECK  
 DV1865* NAVD 88     -       416.8    (meters)    1367.     (feet)  VERTCON   
 DV1865  ___________________________________________________________________
 DV1865  EPOCH DATE  -        2007.00
 DV1865  X           -  -2,015,714.156 (meters)                     COMP
 DV1865  Y           -  -4,913,084.977 (meters)                     COMP
 DV1865  Z           -   3,521,433.963 (meters)                     COMP
 DV1865  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DV1865  ELLIP HEIGHT-         387.336 (meters)          (02/10/07) NO CHECK
 DV1865  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV1865
 DV1865  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1865  Type    PID    Designation                      North   East  Ellip
 DV1865  -------------------------------------------------------------------
 DV1865  NETWORK DV1865 JOE                               8.98  12.25   9.35
 DV1865  -------------------------------------------------------------------
 DV1865
 DV1865.The horizontal coordinates were established by GPS observations
 DV1865.and adjusted by the National Geodetic Survey in February 2007.
 DV1865
 DV1865.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1865.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1865.No horizontal observational check was made to the station.
 DV1865.The horizontal coordinates are valid at the epoch date displayed above.
 DV1865.The epoch date for horizontal control is a decimal equivalence
 DV1865.of Year/Month/Day.
 DV1865
 DV1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1865
 DV1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1865
 DV1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1865
 DV1865.The ellipsoidal height was determined by GPS observations
 DV1865.and is referenced to NAD 83.
 DV1865
 DV1865.The geoid height was determined by GEOID03.
 DV1865
 DV1865;                    North         East     Units Scale Factor Converg.
 DV1865;SPC AZ C     -   302,344.146   177,178.152   MT  0.99991613   -0 13 00.4
 DV1865;SPC AZ C     -   991,942.74    581,293.15   iFT  0.99991613   -0 13 00.4
 DV1865;UTM  12      - 3,732,553.958   378,902.144   MT  0.99978079   -0 43 33.0
 DV1865
 DV1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1865!SPC AZ C     -   0.99993920  x   0.99991613  =   0.99985533
 DV1865!UTM  12      -   0.99993920  x   0.99978079  =   0.99972000
 DV1865
 DV1865:                Primary Azimuth Mark                     Grid Az
 DV1865:SPC AZ C     -  AGUA                                     016 07 16.9
 DV1865:UTM  12      -  AGUA                                     016 37 49.5
 DV1865
 DV1865|---------------------------------------------------------------------|
 DV1865| PID    Reference Object                     Distance      Geod. Az  |
 DV1865|                                                           dddmmss.s |
 DV1865| DV1857 AGUA                                APPROX. 3.1 KM 0155416.5 |
 DV1865| CR7746 JOE RM 1                             11.508 METERS 08607     |
 DV1865| DV0077 R 366                                26.684 METERS 15115     |
 DV1865| DV1866 JOE AZ MK                           159.318 METERS 21637     |
 DV1865| CR7747 JOE RM 2                              9.779 METERS 27505     |
 DV1865|---------------------------------------------------------------------|
 DV1865
 DV1865                          SUPERSEDED SURVEY CONTROL
 DV1865
 DV1865  ELLIP H (06/11/02)  387.340  (m)                       GP(       ) 4 2
 DV1865  NAD 83(1992)-  33 43 33.95274(N)    112 18 25.55647(W) AD(       ) 2
 DV1865  ELLIP H (08/23/93)  387.481  (m)                       GP(       ) 4 2
 DV1865  NAD 83(1986)-  33 43 33.94723(N)    112 18 25.56282(W) AD(       ) 2
 DV1865  NGVD 29 (09/11/89)  416.2    (m)         1365.     (f) GPS OBS     3  
 DV1865
 DV1865.Superseded values are not recommended for survey control.
 DV1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1865.See file dsdata.txt to determine how the superseded data were derived.
 DV1865
 DV1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7890232554(NAD 83)
 DV1865_MARKER: DS = TRIANGULATION STATION DISK
 DV1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1865+STABILITY: SURFACE MOTION
 DV1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1865+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV1865
 DV1865  HISTORY     - Date     Condition        Report By
 DV1865  HISTORY     - 1986     MONUMENTED       AZDT
 DV1865  HISTORY     - 1986     GOOD             AZDT
 DV1865  HISTORY     - 20061004 GOOD             GEOCAC
 DV1865  HISTORY     - 20071102 GOOD             GEOCAC
 DV1865
 DV1865                          STATION DESCRIPTION
 DV1865
 DV1865'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1865'THE STATION IS LOCATED 8.5 MILES NORTH OF EL MARAGE, 11 MILES WEST
 DV1865'OF INTERSTATE HIGHWAY 17 AND ON THE BEARDSLEY CANAL EMBANKMENT.
 DV1865'
 DV1865'THE STATION MARK IS AN AZDT DISK STAMPED---JOE 1986---.  IT IS SET IN
 DV1865'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE TOP OF THE
 DV1865'CANAL BANK.
 DV1865'
 DV1865'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JOE RM 1 1986---.  IT IS
 DV1865'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1865'
 DV1865'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JOE RM 2 1986---.  IT IS
 DV1865'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1865'
 DV1865'BM R 366 IS A CGS BENCH MARK STAMPED---R 366 1967---.  IT IS SET IN
 DV1865'CONCRETE IN A 4 INCH PIPE.
 DV1865'
 DV1865'THE AZIMUTH MARK IS A USGLO MARK STAMPED---T5N R1E S36 S31 S1 S6 R1W
 DV1865'T4N 1922---.  IT IS SET ON TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 2
 DV1865'FEET.  IT IS 3 FEET WEST OF A WITNESS POST.
 DV1865'
 DV1865'TO REACH THE STATION FROM THE INTERSECTION OF UNION HILLS ROAD WHICH
 DV1865'IS 99TH AVENUE AND LAKE PLASENT ROAD IS SUN CITY, TRAVEL NORTH ALONG
 DV1865'LAKE PLASENT ROAD FOR 4.9 MILES TO JOMAX ROAD.  TURN LEFT AND TRAVEL
 DV1865'WEST ALONG       JOMAX ROAD FOR 1.2 MILES TO NORTH 107TH AVENUE.  BARE
 DV1865'RIGHT ON THE MAIN ROAD FOR 0.8 MILE TO A FORK.  TAKE THE LEFT FORK
 DV1865'WEST FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST
 DV1865'FOR 0.15 MILE TO A GATE UNDER THE EAST END OF THE BEARDSLEY CANAL
 DV1865'FLUME.  TURN LEFT AND FOLLOW THE FLUME AND CANAL BANK ALONG THE SOUTH
 DV1865'SIDE FOR 0.7 MILE TO THE STATION ON THE SOUTH EDGE OF THE TOP OF THE
 DV1865'CANAL BANK.
 DV1865
 DV1865                          STATION RECOVERY (1986)
 DV1865
 DV1865'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1865'THE STATION WAS RECOVERED AT THIS DATE.
 DV1865'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1865'DESCRIPTION WAS ADEQUATE.
 DV1865
 DV1865                          STATION RECOVERY (2006)
 DV1865
 DV1865'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1865'THE STATION MARK, AND RM1 WERE RECOVERED AS DESCRIBED.
 DV1865
 DV1865                          STATION RECOVERY (2007)
 DV1865
 DV1865'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1865'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION, AND DID
 DV1865'NOT FIND REFERENCE MARK 2 WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV1865'- THE MEASURED DESCRIPTION FOR REFERENCE MARK 2 POINTS TO THE EDGE OF
 DV1865'THE CANAL BANK AND GRADED ROAD, AND THE WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5789 ***********************************************************************
 DH5789  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5789  DESIGNATION -  JOE
 DH5789  PID         -  DH5789
 DH5789  STATE/COUNTY-  AZ/YAVAPAI
 DH5789  USGS QUAD   -  CLARKDALE (1973)
 DH5789
 DH5789                         *CURRENT SURVEY CONTROL
 DH5789  ___________________________________________________________________
 DH5789* NAD 83(2007)-  34 45 10.32739(N)    112 06 17.54274(W)     ADJUSTED  
 DH5789* NAVD 88     -      1472.29   (meters)    4830.3    (feet)  GPS OBS   
 DH5789  ___________________________________________________________________
 DH5789  EPOCH DATE  -        2007.00
 DH5789  X           -  -1,974,572.233 (meters)                     COMP
 DH5789  Y           -  -4,861,598.803 (meters)                     COMP
 DH5789  Z           -   3,616,199.690 (meters)                     COMP
 DH5789  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 DH5789  ELLIP HEIGHT-        1446.861 (meters)          (02/10/07) ADJUSTED
 DH5789  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DH5789
 DH5789  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5789  Type    PID    Designation                      North   East  Ellip
 DH5789  -------------------------------------------------------------------
 DH5789  NETWORK DH5789 JOE                               0.88   0.71   2.63
 DH5789  -------------------------------------------------------------------
 DH5789
 DH5789.The horizontal coordinates were established by GPS observations
 DH5789.and adjusted by the National Geodetic Survey in February 2007.
 DH5789
 DH5789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5789.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5789.The horizontal coordinates are valid at the epoch date displayed above.
 DH5789.The epoch date for horizontal control is a decimal equivalence
 DH5789.of Year/Month/Day.
 DH5789
 DH5789.The orthometric height was determined by GPS observations and a
 DH5789.high-resolution geoid model.
 DH5789.The orthometric height was determined by GPS observations and a
 DH5789.high-resolution geoid model using precise GPS observation and
 DH5789.processing techniques.
 DH5789
 DH5789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5789
 DH5789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5789
 DH5789.The ellipsoidal height was determined by GPS observations
 DH5789.and is referenced to NAD 83.
 DH5789
 DH5789.The geoid height was determined by GEOID03.
 DH5789
 DH5789;                    North         East     Units Scale Factor Converg.
 DH5789;SPC AZ C     -   416,176.762   196,129.206   MT  0.99990366   -0 06 26.2
 DH5789;SPC AZ C     - 1,365,409.32    643,468.52   iFT  0.99990366   -0 06 26.2
 DH5789;UTM  12      - 3,846,193.553   398,874.112   MT  0.99972604   -0 37 47.5
 DH5789
 DH5789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5789!SPC AZ C     -   0.99977294  x   0.99990366  =   0.99967662
 DH5789!UTM  12      -   0.99977294  x   0.99972604  =   0.99949904
 DH5789
 DH5789                          SUPERSEDED SURVEY CONTROL
 DH5789
 DH5789  NAD 83(1992)-  34 45 10.32694(N)    112 06 17.54240(W) AD(       ) A
 DH5789  ELLIP H (05/31/05) 1446.861  (m)                       GP(       ) 4 2
 DH5789
 DH5789.Superseded values are not recommended for survey control.
 DH5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5789.See file dsdata.txt to determine how the superseded data were derived.
 DH5789
 DH5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9887446194(NAD 83)
 DH5789_MARKER: DD = SURVEY DISK
 DH5789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5789_STAMPING: 1976 LS4491
 DH5789_MARK LOGO: NONE  
 DH5789_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5789+STABILITY: SURFACE MOTION
 DH5789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5789+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5789
 DH5789  HISTORY     - Date     Condition        Report By
 DH5789  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5789
 DH5789                          STATION DESCRIPTION
 DH5789
 DH5789'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5789'THE STATION IS LOCATED IN JEROME, AZ.
 DH5789' 
 DH5789'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89A AND
 DH5789'THE CEMENT PLANT ROAD, PROCEED WEST ON 89A APPROXIMATELY 3.7 MILES TO
 DH5789'NORTH STREET, PROCEED NORTHEAST ON NORTH STREET APPROXIMATELY 250 FT
 DH5789'THEN BEARING NORTH AND CONTINUING ON NORTH STREET APPROXIMATELY 200 FT
 DH5789'AND THE STATION ON THE LEFT.
 DH5789' 
 DH5789'THE STATION IS APPROXIMATELY 70 FT SOUTH OF THE GATE TO THE JEROME
 DH5789'CEMETARY AND 8.5 FT EAST OF A 4-STRAND FENCE.  IT IS A 3 INCH BRASS
 DH5789'DISK SET IN CONCRETE FLUSH WITH THE GROUND.  THE DISK IS EMBOSSED 1976
 DH5789'JOE JONES AND ASSOC. LS4491.
 DH5789' 
 DH5789'DESCRIBED BY TRUE NORTH SURVEYS, DEC 2003 (SJS)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1188 ***********************************************************************
 CY1188  DESIGNATION -  JOG
 CY1188  PID         -  CY1188
 CY1188  STATE/COUNTY-  AZ/COCHISE
 CY1188  USGS QUAD   -  SULPHUR SPRING (1985)
 CY1188
 CY1188                         *CURRENT SURVEY CONTROL
 CY1188  ___________________________________________________________________
 CY1188* NAD 83(1992)-  32 04 46.38485(N)    109 45 24.03512(W)     ADJUSTED  
 CY1188* NAVD 88     -      1287.69   (+/-2cm)    4224.7    (feet)  VERTCON   
 CY1188  ___________________________________________________________________
 CY1188  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CY1188  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY1188  HORZ ORDER  -  FIRST
 CY1188  VERT ORDER  -  THIRD ? (See Below)
 CY1188
 CY1188.The horizontal coordinates were established by classical geodetic methods
 CY1188.and adjusted by the National Geodetic Survey in August 1993.
 CY1188
 CY1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1188.The vertical order pertains to the NGVD 29 superseded value.
 CY1188
 CY1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1188
 CY1188.The geoid height was determined by GEOID03.
 CY1188
 CY1188;                    North         East     Units Scale Factor Converg.
 CY1188;SPC AZ E     -   119,760.937   252,064.054   MT  0.99991847   +0 13 03.9
 CY1188;SPC AZ E     -   392,916.46    826,981.80   iFT  0.99991847   +0 13 03.9
 CY1188;UTM  12      - 3,549,929.649   617,341.092   MT  0.99976980   +0 39 37.4
 CY1188
 CY1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1188!SPC AZ E     -   0.99980211  x   0.99991847  =   0.99972059
 CY1188!UTM  12      -   0.99980211  x   0.99976980  =   0.99957195
 CY1188
 CY1188|---------------------------------------------------------------------|
 CY1188| PID    Reference Object                     Distance      Geod. Az  |
 CY1188|                                                           dddmmss.s |
 CY1188| CC6747 JOG RM 1                             19.214 METERS 00725     |
 CY1188| CC6748 JOG RM 2                             15.331 METERS 09158     |
 CY1188| CC6749 JOG RM 3 AZIMUTH                                   3593240.6 |
 CY1188|---------------------------------------------------------------------|
 CY1188
 CY1188                          SUPERSEDED SURVEY CONTROL
 CY1188
 CY1188  NAD 83(1986)-  32 04 46.37915(N)    109 45 24.03011(W) AD(       ) 1
 CY1188  NAD 27      -  32 04 46.08800(N)    109 45 21.79600(W) AD(       ) 1
 CY1188  NGVD 29 (07/19/86) 1286.93   (m)         4222.2    (f) LEVELING    3  
 CY1188
 CY1188.Superseded values are not recommended for survey control.
 CY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1188.See file dsdata.txt to determine how the superseded data were derived.
 CY1188
 CY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1734149930(NAD 83)
 CY1188_MARKER: DS = TRIANGULATION STATION DISK
 CY1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1188
 CY1188  HISTORY     - Date     Condition        Report By
 CY1188  HISTORY     - 1935     MONUMENTED       CGS
 CY1188  HISTORY     - 1958     GOOD             CGS
 CY1188  HISTORY     - 1974     SEE DESCRIPTION  USGS
 CY1188
 CY1188                          STATION DESCRIPTION
 CY1188
 CY1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1188'STATION IS TO THE EAST SIDE OF ROAD WHERE ROAD JOGS TO THE
 CY1188'WEST, APPROXIMATELY ON THE SECTION LINE OF SECS. 35 AND 1,
 CY1188'T. 15 S., AND T. 16 S., RESPECTIVELY, R. 25 E.
 CY1188'
 CY1188'TO REACH FROM WILLCOX TAKE THE ROAD EAST (CHIRICAHUA NATIONAL
 CY1188'MONUMENT) FROM RAILROAD STATION FOR 6.2 MILES TO POINT WHERE
 CY1188'ROAD FORKS, TAKE THE RIGHT FORK (STRAIGHT AHEAD), AND GO 8.0
 CY1188'MILES TO THE TURN OR JOG IN THE ROAD.  THE STATION IS ON THE LEFT
 CY1188'SIDE OF ROAD NEAR FENCE CORNER.
 CY1188'
 CY1188'REFERENCE MARK NO. 3 (AZIMUTH), IS SOUTH OF THE STATION 0.5
 CY1188'MILE, AND ON WEST SIDE OF THE ROAD.
 CY1188
 CY1188                          STATION RECOVERY (1958)
 CY1188
 CY1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CY1188'STATION RECOVERED IN GOOD CONDITION, REFERENCE MARK NO. 1 AND
 CY1188'NO. 3 (AZIMUTH MARK) WERE FOUND DESTROYED.  MARKS HAD BEEN
 CY1188'KNOCKED OUT OF GROUND.  REFERENCE MARK NO. 2 WAS FOUND DISTURBED.
 CY1188'MARK HAD BEEN HIT BY A GRADER OR BULLDOZER.
 CY1188'
 CY1188'STATION IS LOCATED 36 FEET SOUTH-SOUTHWEST OF POWER POLE
 CY1188'NO. WX60, 17 FEET EAST C/L DIRT ROAD, 12 FEET NORTH C/L OF
 CY1188'DIRT ROAD WEST, AND PROJECTING ABOUT 2 INCHES.
 CY1188'
 CY1188'TO REACH FROM THE RAILROAD DEPOT IN WILLCOX GO 5.8 MILES
 CY1188'SOUTHEAST AND SOUTH ON STATE HIGHWAY 186 TO FORK IN MAIN ROAD,
 CY1188'TAKE RIGHT FORK SOUTH 7.7 MILES TO FORK IN ROAD, TAKE RIGHT
 CY1188'FORK SOUTH 7.7 MILES TO FORK IN ROAD, TAKE LEFT FORK 0.2 MILE
 CY1188'SOUTH TO INTERSECTION AND STATION ON LEFT.
 CY1188
 CY1188                          STATION RECOVERY (1974)
 CY1188
 CY1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (PGJ)
 CY1188'THIS MARK, TRIANGULATED BY USC AND GS AND LEVELED ON BY USGS,
 CY1188'WAS SEARCHED FOR AND NOT FOUND.  THE INTERSECTION ROADS HAVE
 CY1188'BEEN WIDENED SINCE THE 1958 REPORT AND THE 36 FEET SOUTH-SOUTHWEST
 CY1188'OF POWER POLE NO. WX60, CALLED FOR IN THE 1958 REVISED
 CY1188'DESCRIPTION, PUTS THE MARK IN THE ROAD.  I BELIEVE THE MARK IS
 CY1188'DESTROYED EVEN THOUGH REMNANTS OF THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0027 ***********************************************************************
 CZ0027  DESIGNATION -  JOHNSON
 CZ0027  PID         -  CZ0027
 CZ0027  STATE/COUNTY-  AZ/COCHISE
 CZ0027  USGS QUAD   -  DRAGOON (1995)
 CZ0027
 CZ0027                         *CURRENT SURVEY CONTROL
 CZ0027  ___________________________________________________________________
 CZ0027* NAD 83(1992)-  32 05 02.52447(N)    110 02 49.50616(W)     ADJUSTED  
 CZ0027* NAVD 88     -      1485.88   (+/-2cm)    4874.9    (feet)  VERTCON   
 CZ0027  ___________________________________________________________________
 CZ0027  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CZ0027  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CZ0027  HORZ ORDER  -  SECOND
 CZ0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0027
 CZ0027.The horizontal coordinates were established by classical geodetic methods
 CZ0027.and adjusted by the National Geodetic Survey in August 1993.
 CZ0027
 CZ0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0027.The vertical order pertains to the NGVD 29 superseded value.
 CZ0027
 CZ0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0027
 CZ0027.The geoid height was determined by GEOID03.
 CZ0027
 CZ0027;                    North         East     Units Scale Factor Converg.
 CZ0027;SPC AZ E     -   120,190.736   224,648.200   MT  0.99990157   +0 03 48.7
 CZ0027;SPC AZ E     -   394,326.56    737,034.78   iFT  0.99990157   +0 03 48.7
 CZ0027;UTM  12      - 3,550,147.587   589,927.542   MT  0.99969973   +0 30 22.3
 CZ0027
 CZ0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0027!SPC AZ E     -   0.99977102  x   0.99990157  =   0.99967261
 CZ0027!UTM  12      -   0.99977102  x   0.99969973  =   0.99947081
 CZ0027
 CZ0027|---------------------------------------------------------------------|
 CZ0027| PID    Reference Object                     Distance      Geod. Az  |
 CZ0027|                                                           dddmmss.s |
 CZ0027| CZ0028 JOHNSON RM 1                          8.735 METERS 05515     |
 CZ0027| CZ1783 PHOENIX EL PASO AWY BCN T 2         APPROX. 8.5 KM 2292240.5 |
 CZ0027| CZ0026 JOHNSON RM 2                          9.665 METERS 23806     |
 CZ0027|---------------------------------------------------------------------|
 CZ0027
 CZ0027                          SUPERSEDED SURVEY CONTROL
 CZ0027
 CZ0027  NAD 83(1986)-  32 05 02.51751(N)    110 02 49.50376(W) AD(       ) 2
 CZ0027  NAD 27      -  32 05 02.23540(N)    110 02 47.25320(W) AD(       ) 2
 CZ0027  NGVD 29 (??/??/92) 1484.995  (m)         4872.02   (f) ADJ UNCH    2 0
 CZ0027
 CZ0027.Superseded values are not recommended for survey control.
 CZ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0027.See file dsdata.txt to determine how the superseded data were derived.
 CZ0027
 CZ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8992850148(NAD 83)
 CZ0027_MARKER: DS = TRIANGULATION STATION DISK
 CZ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0027_STAMPING: JOHNSON 1960
 CZ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0027+STABILITY: SURFACE MOTION
 CZ0027
 CZ0027  HISTORY     - Date     Condition        Report By
 CZ0027  HISTORY     - 1960     MONUMENTED       CGS
 CZ0027  HISTORY     - 1960     GOOD             CGS
 CZ0027  HISTORY     - 1967     MARK NOT FOUND   USAF
 CZ0027  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0027
 CZ0027                          STATION DESCRIPTION
 CZ0027
 CZ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ0027'STATION IS LOCATED IN THE MEDIAN OF INTERSTATE HIGHWAY 10
 CZ0027'ABOUT 16-1/2 MILES EAST OF BENSON, 16-1/2 MILES WEST OF
 CZ0027'WILLCOX AND 0.3 MILE EAST OF THE JOHNSON ROAD OVERPASS.
 CZ0027'
 CZ0027'REACHED FROM THE POST OFFICE IN BENSON BY GOING EASTERLY
 CZ0027'ON STATE HIGHWAY 86 THEN INTERSTATE HIGHWAY 10 FOR 17.5
 CZ0027'MILES TO JOHNSON ROAD OVERPASS, CONTINUE EASTERLY ON HIGHWAY
 CZ0027'10 FOR 0.3 MILE TO THE STATION ON THE LEFT ABOUT 25 FEET
 CZ0027'ABOVE THE ROAD SURFACE.
 CZ0027'
 CZ0027'STATION MARKS ARE STANDARD DISKS, STAMPED JOHNSON 1960.  THE
 CZ0027'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CZ0027'POST PROJECTING 3 INCHES.  IT IS 3.7 FEET SOUTHEAST OF
 CZ0027'A METAL WITNESS POST.
 CZ0027'
 CZ0027'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOHNSON NO 1
 CZ0027'1960, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CZ0027'PROJECTING 4 INCHES.  IT IS 29 FEET NORTHEAST OF THE METAL
 CZ0027'WITNESS POST.
 CZ0027'
 CZ0027'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOHNSON NO
 CZ0027'2 1960, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 CZ0027'PROJECTING 8 INCHES.  IT IS 32 FEET SOUTHWEST OF THE METAL
 CZ0027'WITNESS POST.
 CZ0027'
 CZ0027'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  USE EITHER
 CZ0027'THE AIRWAY BEACON, OR TRIANGULATION STATIONS TEXAS SUMMIT
 CZ0027'OR GUNNISON 1946 FOR AZIMUTH MARKS.  SEE DESCRIPTIONS THEREOF.
 CZ0027
 CZ0027                          STATION RECOVERY (1960)
 CZ0027
 CZ0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0027'17.8 MI E FROM BENSON.
 CZ0027'17.8 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0027'HIGHWAY 86, 0.3 MILE EAST OF THE JOHNSON ROAD OVERPASS, 3.7 FEET
 CZ0027'SOUTHEAST OF A WITNESS POST, 25.0 FEET HIGHER THAN THE HIGHWAY, SET IN
 CZ0027'THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CZ0027
 CZ0027                          STATION RECOVERY (1967)
 CZ0027
 CZ0027'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CZ0027'SEARCHED FOR BUT NOT FOUND.
 CZ0027
 CZ0027                          STATION RECOVERY (1979)
 CZ0027
 CZ0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0027'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0985 ***********************************************************************
 ET0985  DESIGNATION -  JOHNSON
 ET0985  PID         -  ET0985
 ET0985  STATE/COUNTY-  AZ/YAVAPAI
 ET0985  USGS QUAD   -  SIMMONS (1979)
 ET0985
 ET0985                         *CURRENT SURVEY CONTROL
 ET0985  ___________________________________________________________________
 ET0985* NAD 83(1992)-  34 50 49.88490(N)    112 40 51.03723(W)     ADJUSTED  
 ET0985* NAVD 88     -      1463.1    (meters)    4800.     (feet)  VERTCON   
 ET0985  ___________________________________________________________________
 ET0985  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 ET0985  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 ET0985  HORZ ORDER  -  FIRST
 ET0985
 ET0985.The horizontal coordinates were established by classical geodetic methods
 ET0985.and adjusted by the National Geodetic Survey in August 1993.
 ET0985
 ET0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0985
 ET0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0985
 ET0985.The geoid height was determined by GEOID03.
 ET0985
 ET0985;                    North         East     Units Scale Factor Converg.
 ET0985;SPC AZ C     -   426,889.619   143,476.503   MT  0.99996017   -0 26 12.0
 ET0985;SPC AZ C     - 1,400,556.49    470,723.44   iFT  0.99996017   -0 26 12.0
 ET0985;UTM  12      - 3,857,385.436   346,327.923   MT  0.99989106   -0 57 38.2
 ET0985
 ET0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0985!SPC AZ C     -   0.99977454  x   0.99996017  =   0.99973472
 ET0985!UTM  12      -   0.99977454  x   0.99989106  =   0.99966562
 ET0985
 ET0985:                Primary Azimuth Mark                     Grid Az
 ET0985:SPC AZ C     -  JOHNSON AZ MK                            135 48 10.6
 ET0985:UTM  12      -  JOHNSON AZ MK                            136 19 36.8
 ET0985
 ET0985|---------------------------------------------------------------------|
 ET0985| PID    Reference Object                     Distance      Geod. Az  |
 ET0985|                                                           dddmmss.s |
 ET0985| CH2576 JOHNSON AZ MK                                      1352158.6 |
 ET0985| CH2577 JOHNSON RM 1                         11.062 METERS 27440     |
 ET0985| CH2578 JOHNSON RM 2                         11.138 METERS 35941     |
 ET0985|---------------------------------------------------------------------|
 ET0985
 ET0985                          SUPERSEDED SURVEY CONTROL
 ET0985
 ET0985  NAD 83(1986)-  34 50 49.88517(N)    112 40 51.03708(W) AD(       ) 1
 ET0985  NAD 27      -  34 50 49.81100(N)    112 40 48.39600(W) AD(       ) 1
 ET0985  NGVD 29 (07/19/86) 1462.2    (m)         4797.     (f) VERT ANG    3  
 ET0985
 ET0985.Superseded values are not recommended for survey control.
 ET0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0985.See file dsdata.txt to determine how the superseded data were derived.
 ET0985
 ET0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4632857385(NAD 83)
 ET0985_MARKER: DS = TRIANGULATION STATION DISK
 ET0985_SETTING: 0 = UNSPECIFIED SETTING
 ET0985
 ET0985  HISTORY     - Date     Condition        Report By
 ET0985  HISTORY     - 1944     MONUMENTED       CGS
 ET0985  HISTORY     - 1959     GOOD             CGS
 ET0985  HISTORY     - 1972     GOOD             AZHD
 ET0985
 ET0985                          STATION DESCRIPTION
 ET0985
 ET0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0985'STATION IS ABOUT 2 MILES W OF WALNUT CREEK ROAD, 115 FEET SW
 ET0985'OF A TRACK ROAD, ON A ROUNDED AND WOODED KNOLL 25 MILES
 ET0985'NW OF PRESCOTT.
 ET0985'
 ET0985'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0985'PROJECTING 1 INCH ABOVE GROUND AND IS STAMPED JOHNSON 1944.
 ET0985'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE 24 INCHES
 ET0985'BELOW GROUND SURFACE.
 ET0985'
 ET0985'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 ET0985'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND AND IS STAMPED
 ET0985'JOHNSON NO 1 1944.  IT IS 1-1/2 FEET LOWER IN ELEVATION THAN
 ET0985'STATION MARK.
 ET0985'
 ET0985'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0985'POST PROJECTING 2 INCHES ABOVE GROUND AND IS STAMPED JOHNSON
 ET0985'NO 2 1944.  IT IS 2 FEET LOWER IN ELEVATION THAN STATION MARK.
 ET0985'
 ET0985'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 ET0985'PROJECTING 3 INCHES ABOVE GROUND AND IS STAMPED JOHNSON 1944.
 ET0985'IT IS 35 FEET SE OF THE CENTER LINE OF GRADED ROAD, 4 FEET
 ET0985'NW OF WHITE WITNESS POST.
 ET0985'
 ET0985'TO REACH STATION FROM PRESCOTT, GO W, FROM THE INTERSECTION
 ET0985'OF MONTEZUMA AND GURLEY STREETS, ON GURLEY STREET FOR 0.3 MILE TO
 ET0985'A TEXACO SERVICE STATION.  TURN RIGHT ONTO GROVE AVENUE AND GO
 ET0985'1.1 MILES, TAKE LEFT FORK AT THE MILLER VALLEY SCHOOL AND
 ET0985'CONTINUE ON PAVED HIGHWAY FOR 1.4 MILES TO JUNCTION.  TURN
 ET0985'SHARP RIGHT AND GO 1.5 MILES TO SMALL BRIDGE AND END OF
 ET0985'PAVEMENT.  CONTINUE FOR 16.1 MILES TO ROAD ON LEFT AND SIGN
 ET0985'CCC CAMP.  CONTINUE STRAIGHT AHEAD FOR 4.8 MILES TO ROAD ON
 ET0985'LEFT AND SIGN BAR 37 RANCH.  TURN LEFT, CROSS CATTLE GUARD,
 ET0985'AND GO 1.0 MILE TO AZIMUTH MARK ON LEFT.  FROM AZIMUTH MARK
 ET0985'CONTINUE ON GRADED ROAD FOR 0.3 MILE TO TRACK ROAD ON RIGHT
 ET0985'JUST E OF SMALL CULVERT.  TAKE TRACK ROAD AND GO 0.5 MILE
 ET0985'TO WOODEN GATE, GO THROUGH GATE AND CONTINUE 0.05 MILE AND
 ET0985'TAKE RIGHT FORK, THENCE 0.9 MILE TO SMALL SADDLE AND
 ET0985'STATION ON LEFT.
 ET0985'
 ET0985'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET0985
 ET0985                          STATION RECOVERY (1959)
 ET0985
 ET0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ET0985'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 ET0985'CONDITION.
 ET0985'
 ET0985'A NEW TO REACH FOLLOWS--
 ET0985'
 ET0985'TO REACH THE STATION FROM CHINO VALLEY POST OFFICE GO SOUTH ON
 ET0985'U.S. HIGHWAY 89 FOR 1.4 MILES TO A CROSS ROAD.  TURN RIGHT,
 ET0985'CROSS CATTLE GUARD, AND PROCEED WEST FOR 0.7 MILES TO A CROSS
 ET0985'ROAD.  TURN LEFT AND FOLLOW THE CHINO VALLEY CUT-OFF FOR 6.0 MILES
 ET0985'TO THE WILLIAMSON VALLEY ROAD.  TURN RIGHT AND PROCEED NORTHWEST
 ET0985'FOR 12.6 MILES TO A FORK.  TAKE THE LEFT FORK (CAMP WOOD ROAD)
 ET0985'AND GO WEST FOR 0.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 ET0985'CONTINUE STRAIGHT AHEAD FOR 0.3 MILES TO A TRACK ROAD JUST
 ET0985'EAST OF A SMALL CULVERT.  TURN RIGHT AND FOLLOW THE TRACK
 ET0985'ROAD FOR 0.3 MILES TO A WOODEN GATE.  PASS THROUGH THE GATE
 ET0985'AND PROCEED NORTHWEST FOR 0.2 MILES TO A FORK.  TAKE THE
 ET0985'RIGHT FORK AND PROCEED NORTHWEST FOR 0.5 MILES TO THE
 ET0985'STATION ON THE LEFT OF THE ROAD (ABOUT 100 FEET) AT THE TOP
 ET0985'OF A SMALL RISE.
 ET0985
 ET0985                          STATION RECOVERY (1972)
 ET0985
 ET0985'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0985'ALL MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1784 ***********************************************************************
 CZ1784  DESIGNATION -  JOHNSON CAIRN
 CZ1784  PID         -  CZ1784
 CZ1784  STATE/COUNTY-  AZ/COCHISE
 CZ1784  USGS QUAD   -  DRAGOON (1995)
 CZ1784
 CZ1784                         *CURRENT SURVEY CONTROL
 CZ1784  ___________________________________________________________________
 CZ1784* NAD 83(1992)-  32 06 43.11490(N)    110 05 40.18427(W)     ADJUSTED  
 CZ1784* NAVD 88     -              **(meters)            **(feet)            
 CZ1784  ___________________________________________________________________
 CZ1784  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CZ1784  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CZ1784  HORZ ORDER  -  THIRD
 CZ1784
 CZ1784.The horizontal coordinates were established by classical geodetic methods
 CZ1784.and adjusted by the National Geodetic Survey in August 1993.
 CZ1784
 CZ1784
 CZ1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1784
 CZ1784.The geoid height was determined by GEOID03.
 CZ1784
 CZ1784;                    North         East     Units Scale Factor Converg.
 CZ1784;SPC AZ E     -   123,284.873   220,170.686   MT  0.99990057   +0 02 18.1
 CZ1784;SPC AZ E     -   404,477.93    722,344.77   iFT  0.99990057   +0 02 18.1
 CZ1784;UTM  12      - 3,553,206.395   585,427.176   MT  0.99969000   +0 28 52.9
 CZ1784
 CZ1784                          SUPERSEDED SURVEY CONTROL
 CZ1784
 CZ1784  NAD 83(1986)-  32 06 43.10725(N)    110 05 40.18420(W) AD(       ) 4
 CZ1784  NAD 27      -  32 06 42.82000(N)    110 05 37.94000(W) AD(       ) 3
 CZ1784
 CZ1784.Superseded values are not recommended for survey control.
 CZ1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1784.See file dsdata.txt to determine how the superseded data were derived.
 CZ1784
 CZ1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8542753206(NAD 83)
 CZ1784_MARKER: 72 = CAIRN
 CZ1784
 CZ1784  HISTORY     - Date     Condition        Report By
 CZ1784  HISTORY     - 1935     FIRST OBSERVED   USGS
 CZ1784
 CZ1784                          STATION DESCRIPTION
 CZ1784
 CZ1784'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1009 ***********************************************************************
 ET1009  DESIGNATION -  JOHNSON MOUNTAIN
 ET1009  PID         -  ET1009
 ET1009  STATE/COUNTY-  AZ/YAVAPAI
 ET1009  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET1009
 ET1009                         *CURRENT SURVEY CONTROL
 ET1009  ___________________________________________________________________
 ET1009* NAD 83(1992)-  34 47 57.02371(N)    112 48 53.75138(W)     ADJUSTED  
 ET1009* NAVD 88     -      1954.     (meters)    6411.     (feet)  SCALED    
 ET1009  ___________________________________________________________________
 ET1009  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ET1009  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ET1009  HORZ ORDER  -  THIRD
 ET1009
 ET1009.The horizontal coordinates were established by classical geodetic methods
 ET1009.and adjusted by the National Geodetic Survey in August 1993.
 ET1009
 ET1009.The orthometric height was scaled from a topographic map.
 ET1009
 ET1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1009
 ET1009.The geoid height was determined by GEOID03.
 ET1009
 ET1009;                    North         East     Units Scale Factor Converg.
 ET1009;SPC AZ C     -   421,664.701   131,166.292   MT  0.99998324   -0 30 45.6
 ET1009;SPC AZ C     - 1,383,414.37    430,335.60   iFT  0.99998324   -0 30 45.6
 ET1009;UTM  12      - 3,852,273.530   333,971.170   MT  0.99993976   -1 02 09.7
 ET1009
 ET1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1009!SPC AZ C     -   0.99969755  x   0.99998324  =   0.99968079
 ET1009!UTM  12      -   0.99969755  x   0.99993976  =   0.99963732
 ET1009
 ET1009:                Primary Azimuth Mark                     Grid Az
 ET1009:SPC AZ C     -  ROUND HILL                               340 31 37.6
 ET1009:UTM  12      -  ROUND HILL                               341 03 01.7
 ET1009
 ET1009|---------------------------------------------------------------------|
 ET1009| PID    Reference Object                     Distance      Geod. Az  |
 ET1009|                                                           dddmmss.s |
 ET1009| ET1003 ROUND HILL                          APPROX. 9.3 KM 3400052.0 |
 ET1009|---------------------------------------------------------------------|
 ET1009
 ET1009                          SUPERSEDED SURVEY CONTROL
 ET1009
 ET1009  NAD 83(1986)-  34 47 57.03116(N)    112 48 53.74971(W) AD(       ) 3
 ET1009  NAD 27      -  34 47 56.94600(N)    112 48 51.05600(W) AD(       ) 3
 ET1009
 ET1009.Superseded values are not recommended for survey control.
 ET1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1009.See file dsdata.txt to determine how the superseded data were derived.
 ET1009
 ET1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3397152274(NAD 83)
 ET1009_MARKER: DD = SURVEY DISK
 ET1009_SETTING: 0 = UNSPECIFIED SETTING
 ET1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1009
 ET1009  HISTORY     - Date     Condition        Report By
 ET1009  HISTORY     - 1935     MONUMENTED       USFS
 ET1009
 ET1009                          STATION DESCRIPTION
 ET1009
 ET1009'DESCRIBED BY US FOREST SERVICE 1935
 ET1009'STATION IS ON TOP OF A HIGH FLAT MESA ON THE N SIDE OF CAMP
 ET1009'WOOD ROAD, 26 MI. (AIRLINE) NW OF PRESCOTT.  THERE IS A HEAVY
 ET1009'GROWTH OF JUNIPER ON THIS MESA.
 ET1009'
 ET1009'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN MALPAIS ROCK,
 ET1009'STAMPED JOHNSON MTN 1935.
 ET1009'
 ET1009'TO REACH THE STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET1009'CREEK-SELIGMAN ROAD FOR 24 MI. TO THE INTERSECTION WITH THE
 ET1009'CAMP WOOD ROAD W, THENCE TAKE THE LATTER ROAD FOR APPROXIMATELY
 ET1009'12 MI. TO THE W BASE OF A MESA, THENCE CLIMB OVER A TALUS
 ET1009'SLOPE TO THE TOP OF THE MESA AND FOLLOW THE MESA E FOR
 ET1009'APPROXIMATELY 1/4 MI. TO THE STATION.
 ET1009'
 ET1009'SIGNAL--FLUTTER FLAGS ON 10-FT. POLE SUPPORTED BY 6-FT. ROCK
 ET1009'CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0285 ***********************************************************************
 GQ0285  DESIGNATION -  JOHNSON RESET
 GQ0285  PID         -  GQ0285
 GQ0285  STATE/COUNTY-  AZ/COCONINO
 GQ0285  USGS QUAD   -  MUGGINS FLAT (1988)
 GQ0285
 GQ0285                         *CURRENT SURVEY CONTROL
 GQ0285  ___________________________________________________________________
 GQ0285* NAD 83(1992)-  36 59 30.72390(N)    112 19 11.60356(W)     ADJUSTED  
 GQ0285* NAVD 88     -      1663.4    (meters)    5457.     (feet)  VERTCON   
 GQ0285  ___________________________________________________________________
 GQ0285  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GQ0285  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 GQ0285  HORZ ORDER  -  THIRD
 GQ0285
 GQ0285.The horizontal coordinates were established by classical geodetic methods
 GQ0285.and adjusted by the National Geodetic Survey in November 1997.
 GQ0285
 GQ0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0285
 GQ0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0285
 GQ0285.The geoid height was determined by GEOID03.
 GQ0285
 GQ0285;                    North         East     Units Scale Factor Converg.
 GQ0285;SPC AZ C     -   664,643.684   177,468.113   MT  0.99991586   -0 14 33.4
 GQ0285;SPC AZ C     - 2,180,589.51    582,244.47   iFT  0.99991586   -0 14 33.4
 GQ0285;SPC UT S     - 3,036,412.238   427,010.027   MT  1.00004614   -0 30 08.4
 GQ0285;UTM  12      - 4,094,784.335   382,545.990   MT  0.99976995   -0 47 39.4
 GQ0285
 GQ0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0285!SPC AZ C     -   0.99974251  x   0.99991586  =   0.99965839
 GQ0285!SPC UT S     -   0.99974251  x   1.00004614  =   0.99978863
 GQ0285!UTM  12      -   0.99974251  x   0.99976995  =   0.99951252
 GQ0285
 GQ0285|---------------------------------------------------------------------|
 GQ0285| PID    Reference Object                     Distance      Geod. Az  |
 GQ0285|                                                           dddmmss.s |
 GQ0285| CH2580 JOHNSON RM 1                         10.410 METERS 00409     |
 GQ0285| CH2581 JOHNSON RM 2                         11.793 METERS 07317     |
 GQ0285| CH2579 JOHNSON AZ MK                                      2475432.2 |
 GQ0285|---------------------------------------------------------------------|
 GQ0285
 GQ0285                          SUPERSEDED SURVEY CONTROL
 GQ0285
 GQ0285  NAD 83(1992)-  36 59 30.72379(N)    112 19 11.60368(W) AD(       ) 3
 GQ0285  NAD 83(1986)-  36 59 30.72490(N)    112 19 11.59695(W) AD(       ) 3
 GQ0285  NAD 27      -  36 59 30.76400(N)    112 19 08.90200(W) AD(       ) 3
 GQ0285  NGVD 29 (07/19/86) 1662.4    (m)         5454.     (f) VERT ANG    3  
 GQ0285
 GQ0285.Superseded values are not recommended for survey control.
 GQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0285.See file dsdata.txt to determine how the superseded data were derived.
 GQ0285
 GQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8254694784(NAD 83)
 GQ0285_MARKER: H = DRILL HOLE
 GQ0285_SETTING: 80 = SET IN A BOULDER
 GQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0285+STABILITY: SURFACE MOTION
 GQ0285
 GQ0285  HISTORY     - Date     Condition        Report By
 GQ0285  HISTORY     - 1953     MONUMENTED       USGS
 GQ0285  HISTORY     - 1972     GOOD             AZHD
 GQ0285
 GQ0285                          STATION DESCRIPTION
 GQ0285
 GQ0285'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0285'THE STATION IS ABOUT 12 MILES EAST-NORTHEAST OF FREDONIA, 12
 GQ0285'MILES EAST-SOUTHEAST OF KANAB, UTAH, 1/2 MILE SOUTH OF THE
 GQ0285'UTAH-ARIZONA STATE LINE AND 1/4 MILE EAST OF JOHNSON SPRING.
 GQ0285'IT IS ON A HIGH POINT OF A LOW RIM THAT OVERLOOKS THE VALLEY
 GQ0285'TO THE SOUTH.
 GQ0285'
 GQ0285'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GQ0285'89 AND UTAH STATE HIGHWAY 136, AT THE SOUTH EDGE OF KANAB,
 GQ0285'GO EAST ON UTAH STATE HIGHWAY 136 FOR 8.0 MILES TO A FORK.
 GQ0285'TAKE THE RIGHT FORK AND CONTINUE EAST ON THE MAIN ROAD FOR
 GQ0285'7.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST
 GQ0285'FOR 0.9 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH
 GQ0285'ON THE MAIN ROAD FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK
 GQ0285'AND CONTINUE SOUTHWESTERLY FOR 1.5 MILES TO A ROAD
 GQ0285'INTERSECTION AT THE SOUTH CORNER OF A CORRAL.  TURN RIGHT,
 GQ0285'NORTHEAST, AND FOLLOW THE CROOKED ROAD IN A GENERAL
 GQ0285'WESTERLY DIRECTION FOR 5.5 MILES TO THE END OF THE ROAD AT
 GQ0285'A CORRAL AND WATER TANK.  CONTINUE NORTH ON THE OLD TRACKS
 GQ0285'FOR 0.2 MILE TO THE HOUSED SPRING AT THE BASE OF THE BLUFF
 GQ0285'AND THE END OF TRUCK TRAVEL.  (THE AZIMUTH MARK IS ON THE
 GQ0285'BARE, SANDSTONE HUMP ABOUT 300 FEET TO THE SOUTHWEST.)
 GQ0285'FROM THE END OF TRUCK TRAVEL PACK NORTHEAST THROUGH THE
 GQ0285'BREAK IN THE BLUFF AND THEN BEAR EAST ALONG THE RIM FOR
 GQ0285'ABOUT 0.2 MILE TO THE STATION.
 GQ0285'
 GQ0285'THE STATION MARK IS STAMPED JOHNSON USGS 1953.  IT IS A STANDARD
 GQ0285'DISK SET IN BEDROCK FLUSH WITH THE SURFACE AND SET IN THE
 GQ0285'1-INCH DRILL HOLE AND TRIANGULAR CUT THAT MARKS THE U.S. GEOLOGICAL
 GQ0285'SURVEY STATION JOHNSON.  THE MARK IS 8 FEET NORTH OF THE EDGE OF
 GQ0285'THE BLUFF.
 GQ0285'
 GQ0285'REFERENCE MARK 1 IS STAMPED JOHNSON USGS NO 1 1953.  IT IS
 GQ0285'A STANDARD DISK SET IN BEDROCK FLUSH WITH THE SURFACE AND IS
 GQ0285'18 INCHES LOWER THAN THE STATION MARK.
 GQ0285'
 GQ0285'REFERENCE MARK 2 IS STAMPED JOHNSON USGS NO 2 1953.  IT IS
 GQ0285'A STANDARD DISK SET IN BEDROCK FLUSH WITH THE SURFACE AND IS
 GQ0285'30 INCHES LOWER THAN THE STATION MARK.
 GQ0285'
 GQ0285'THE AZIMUTH MARK IS STAMPED JOHNSON USGS 1953.  IT IS A STANDARD
 GQ0285'DISK SET FLUSH WITH THE SURFACE IN THE TOP OF A BARE, SANDSTONE
 GQ0285'HUMP THAT IS ABOUT 20 FEET HIGH.  IT IS ABOUT 85 YARDS SOUTH
 GQ0285'OF THE HOUSED SPRING, 85 YARDS SOUTHWEST OF AN OLD CORRAL AND
 GQ0285'1 FOOT SOUTHEAST OF A 30-INCH CAIRN.
 GQ0285
 GQ0285                          STATION RECOVERY (1972)
 GQ0285
 GQ0285'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0285'GENERAL LOCATION-ABOUT 12 MILES ENE OF FREDONIA AND ABOUT
 GQ0285'12 MILES ESE OF KANAB, UTAH AND 1/2 MILE S OF UTAH-ARIZ. ST.
 GQ0285'LINE.
 GQ0285'
 GQ0285'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY.
 GQ0285'
 GQ0285'STATION MARK-STD USGS BC SET IN BEDROCK STAMPED JOHNSON
 GQ0285'USGS 1953.
 GQ0285'
 GQ0285'REFERENCE MARKS-NO 1 AND NO 2 STD USGS BCS SET IN BEDROCK
 GQ0285'STAMPED JOHNSON NO 1 AND NO 2 1953 RESPECTIVELY COND GOOD.
 GQ0285'
 GQ0285'AZIMUTH MARK-NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0028 ***********************************************************************
 CZ0028  DESIGNATION -  JOHNSON RM 1
 CZ0028  PID         -  CZ0028
 CZ0028  STATE/COUNTY-  AZ/COCHISE
 CZ0028  USGS QUAD   -  DRAGOON (1995)
 CZ0028
 CZ0028                         *CURRENT SURVEY CONTROL
 CZ0028  ___________________________________________________________________
 CZ0028* NAD 83(1986)-  32 05 03.     (N)    110 02 47.     (W)     SCALED    
 CZ0028* NAVD 88     -      1485.82   (+/-2cm)    4874.7    (feet)  VERTCON   
 CZ0028  ___________________________________________________________________
 CZ0028  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CZ0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0028
 CZ0028.The horizontal coordinates were scaled from a topographic map and have
 CZ0028.an estimated accuracy of +/- 6 seconds.
 CZ0028
 CZ0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0028.The vertical order pertains to the NGVD 29 superseded value.
 CZ0028
 CZ0028.The geoid height was determined by GEOID03.
 CZ0028
 CZ0028;                    North         East    Units  Estimated Accuracy
 CZ0028;SPC AZ E     -   120,210.      224,710.      MT  (+/- 180 meters Scaled)
 CZ0028
 CZ0028                          SUPERSEDED SURVEY CONTROL
 CZ0028
 CZ0028  NGVD 29 (??/??/92) 1484.936  (m)         4871.83   (f) ADJ UNCH    2 0
 CZ0028
 CZ0028.Superseded values are not recommended for survey control.
 CZ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0028.See file dsdata.txt to determine how the superseded data were derived.
 CZ0028
 CZ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA899501(NAD 83)
 CZ0028_MARKER: DR = REFERENCE MARK DISK
 CZ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0028_STAMPING: JOHNSON NO 1 1960
 CZ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0028+STABILITY: SURFACE MOTION
 CZ0028
 CZ0028  HISTORY     - Date     Condition        Report By
 CZ0028  HISTORY     - 1960     MONUMENTED       CGS
 CZ0028  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0028
 CZ0028                          STATION DESCRIPTION
 CZ0028
 CZ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0028'17.8 MI E FROM BENSON.
 CZ0028'17.8 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0028'HIGHWAY 86, 0.3 MILE EAST OF JOHNSON ROAD OVERPASS, 29.0 FEET
 CZ0028'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF AN 11-INCH SQUARE
 CZ0028'CONCRETE POST PROJECTING 4 INCHES.
 CZ0028
 CZ0028                          STATION RECOVERY (1979)
 CZ0028
 CZ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0028'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0026 ***********************************************************************
 CZ0026  DESIGNATION -  JOHNSON RM 2
 CZ0026  PID         -  CZ0026
 CZ0026  STATE/COUNTY-  AZ/COCHISE
 CZ0026  USGS QUAD   -  DRAGOON (1995)
 CZ0026
 CZ0026                         *CURRENT SURVEY CONTROL
 CZ0026  ___________________________________________________________________
 CZ0026* NAD 83(1986)-  32 05 02.     (N)    110 02 48.     (W)     SCALED    
 CZ0026* NAVD 88     -      1485.93   (+/-2cm)    4875.1    (feet)  VERTCON   
 CZ0026  ___________________________________________________________________
 CZ0026  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CZ0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0026
 CZ0026.The horizontal coordinates were scaled from a topographic map and have
 CZ0026.an estimated accuracy of +/- 6 seconds.
 CZ0026
 CZ0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0026.The vertical order pertains to the NGVD 29 superseded value.
 CZ0026
 CZ0026.The geoid height was determined by GEOID03.
 CZ0026
 CZ0026;                    North         East    Units  Estimated Accuracy
 CZ0026;SPC AZ E     -   120,180.      224,690.      MT  (+/- 180 meters Scaled)
 CZ0026
 CZ0026                          SUPERSEDED SURVEY CONTROL
 CZ0026
 CZ0026  NGVD 29 (??/??/92) 1485.051  (m)         4872.20   (f) ADJ UNCH    2 0
 CZ0026
 CZ0026.Superseded values are not recommended for survey control.
 CZ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0026.See file dsdata.txt to determine how the superseded data were derived.
 CZ0026
 CZ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA899501(NAD 83)
 CZ0026_MARKER: DR = REFERENCE MARK DISK
 CZ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0026_STAMPING: JOHNSON NO 2 1960
 CZ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0026+STABILITY: SURFACE MOTION
 CZ0026
 CZ0026  HISTORY     - Date     Condition        Report By
 CZ0026  HISTORY     - 1960     MONUMENTED       CGS
 CZ0026  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0026
 CZ0026                          STATION DESCRIPTION
 CZ0026
 CZ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0026'17.8 MI E FROM BENSON.
 CZ0026'17.8 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0026'HIGHWAY 86, 0.3 MILE EAST OF THE JOHNSON ROAD OVERPASS, 32.0 FEET
 CZ0026'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF AN 11-INCH SQUARE
 CZ0026'CONCRETE POST PROJECTING 8 INCHES.
 CZ0026
 CZ0026                          STATION RECOVERY (1979)
 CZ0026
 CZ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0026'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2211 ***********************************************************************
 DU2211  DESIGNATION -  JOKAKE
 DU2211  PID         -  DU2211
 DU2211  STATE/COUNTY-  AZ/MARICOPA
 DU2211  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2211
 DU2211                         *CURRENT SURVEY CONTROL
 DU2211  ___________________________________________________________________
 DU2211* NAD 83(1992)-  33 30 06.94006(N)    111 57 21.92128(W)     ADJUSTED  
 DU2211* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 DU2211  ___________________________________________________________________
 DU2211  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DU2211  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU2211  HORZ ORDER  -  THIRD
 DU2211
 DU2211.The horizontal coordinates were established by classical geodetic methods
 DU2211.and adjusted by the National Geodetic Survey in August 1993.
 DU2211
 DU2211.The orthometric height was scaled from a topographic map.
 DU2211
 DU2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2211
 DU2211.The geoid height was determined by GEOID03.
 DU2211
 DU2211;                    North         East     Units Scale Factor Converg.
 DU2211;SPC AZ C     -   277,414.948   209,697.201   MT  0.99990017   -0 01 18.3
 DU2211;SPC AZ C     -   910,154.03    687,982.94   iFT  0.99990017   -0 01 18.3
 DU2211;UTM  12      - 3,707,341.955   411,193.637   MT  0.99969723   -0 31 39.9
 DU2211
 DU2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2211!SPC AZ C     -   0.99994255  x   0.99990017  =   0.99984273
 DU2211!UTM  12      -   0.99994255  x   0.99969723  =   0.99963980
 DU2211
 DU2211|---------------------------------------------------------------------|
 DU2211| PID    Reference Object                     Distance      Geod. Az  |
 DU2211|                                                           dddmmss.s |
 DU2211| CH5783 JOKAKE RM 1                          11.596 METERS 26523     |
 DU2211| CH5782 JOKAKE AZ MK                                       2671630.0 |
 DU2211| CH5784 JOKAKE RM 2                           9.859 METERS 35537     |
 DU2211|---------------------------------------------------------------------|
 DU2211
 DU2211                          SUPERSEDED SURVEY CONTROL
 DU2211
 DU2211  NAD 83(1986)-  33 30 06.93475(N)    111 57 21.92597(W) AD(       ) 3
 DU2211  NAD 27      -  33 30 06.77700(N)    111 57 19.40300(W) AD(       ) 3
 DU2211
 DU2211.Superseded values are not recommended for survey control.
 DU2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2211.See file dsdata.txt to determine how the superseded data were derived.
 DU2211
 DU2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1119407342(NAD 83)
 DU2211_MARKER: DS = TRIANGULATION STATION DISK
 DU2211_SETTING: 0 = UNSPECIFIED SETTING
 DU2211
 DU2211  HISTORY     - Date     Condition        Report By
 DU2211  HISTORY     - 1936     MONUMENTED       CGS
 DU2211  HISTORY     - 1960     POOR             CGS
 DU2211  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU2211  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU2211
 DU2211                          STATION DESCRIPTION
 DU2211
 DU2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2211'ABOUT 10 MILES NORTHEAST OF THE COURTHOUSE IN PHOENIX, 0.3
 DU2211'MILE WEST OF THE JOKAKE INN, 1 MILE SOUTHEAST OF THE SUMMIT
 DU2211'OF CAMEL BACK MOUNTAIN, 30 FEET NORTH OF THE CENTER LINE OF
 DU2211'EAST AND WEST ROAD, AND 71.7 FEET NORTHWEST OF THE NORTHWEST
 DU2211'CORNER OF BOOSTER PUMPHOUSE NO. 2 WHICH IS ON THE SOUTH SIDE OF
 DU2211'THE ROAD.  THE STATION MARK IS A STANDARD DISK CAST ON A 1-INCH
 DU2211'BRONZE ROD AND PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.
 DU2211'REFERENCE MARK NO. 1, A STANDARD DISK CAST ON A 1-INCH BRONZE
 DU2211'ROD AND PROJECTING ABOUT 10 INCHES ABOVE THE GROUND, IS
 DU2211'11.596 METERS (38.04 FEET) FROM STATION S 85 DEG 23 MIN W.
 DU2211'REFERENCE MARK NO. 2, A STANDARD DISK CAST ON A
 DU2211'1-INCH BRONZE ROD AND PROJECTING ABOUT 10 INCHES ABOVE THE
 DU2211'GROUND, IS 9.859 METERS (32.35 FEET) FROM STATION
 DU2211'N 04 DEG 23 MIN W.  THE AZIMUTH MARK, A STANDARD
 DU2211'BRONZE DISK, IS IN THE SOUTHWEST ANGLE OF THE
 DU2211'INTERSECTING ROADS, 3 FEET NORTHEAST OF THE NORTHEAST
 DU2211'CORNER OF BOOSTER PUMPHOUSE NO. 1, AND 0.3 MILE FROM STATION
 DU2211'S 87 DEG 17 MIN W.
 DU2211
 DU2211                          STATION RECOVERY (1960)
 DU2211
 DU2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU2211'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 DU2211'RECOVERED.  THE STATION MARK HAD BEEN HIT REPEATEDLY BY ROAD
 DU2211'EQUIPMENT AND WAS FOUND BADLY BENT AND LEANING OUT OF
 DU2211'POSITION.  THERE WAS NO UNDERGROUND MARK.
 DU2211'
 DU2211'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE DESTROYED BY
 DU2211'THIS UNIT.
 DU2211
 DU2211                          STATION RECOVERY (1963)
 DU2211
 DU2211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2211'STATION MARK WAS SEARCHED FOR AND NOT FOUND, PROBABLY DESTROYED
 DU2211'DURING ROAD CONSTRUCTION.
 DU2211
 DU2211                          STATION RECOVERY (2007)
 DU2211
 DU2211'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2211'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2211'MARK. THE ROAD HAS BEEN WIDENED, AND THE PAVEMENT EXTENDS MORE THAN 30
 DU2211'FEET NORTH OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1013 ***********************************************************************
 ET1013  DESIGNATION -  JOLLY
 ET1013  PID         -  ET1013
 ET1013  STATE/COUNTY-  AZ/YAVAPAI
 ET1013  USGS QUAD   -  SUNRISE PEAK (1980)
 ET1013
 ET1013                         *CURRENT SURVEY CONTROL
 ET1013  ___________________________________________________________________
 ET1013* NAD 83(1992)-  34 53 19.04513(N)    113 10 59.50950(W)     ADJUSTED  
 ET1013* NAVD 88     -      1885.6    (meters)    6186.     (feet)  VERTCON   
 ET1013  ___________________________________________________________________
 ET1013  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 ET1013  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 ET1013  HORZ ORDER  -  FIRST
 ET1013
 ET1013.The horizontal coordinates were established by classical geodetic methods
 ET1013.and adjusted by the National Geodetic Survey in August 1993.
 ET1013
 ET1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1013
 ET1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1013
 ET1013.The geoid height was determined by GEOID03.
 ET1013
 ET1013;                    North         East     Units Scale Factor Converg.
 ET1013;SPC AZ C     -   431,951.347    97,592.602   MT  1.00006513   -0 43 28.3
 ET1013;SPC AZ C     - 1,417,163.21    320,185.70   iFT  1.00006513   -0 43 28.3
 ET1013;UTM  12      - 3,862,866.694   300,493.261   MT  1.00009059   -1 14 57.0
 ET1013
 ET1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1013!SPC AZ C     -   0.99970835  x   1.00006513  =   0.99977347
 ET1013!UTM  12      -   0.99970835  x   1.00009059  =   0.99979892
 ET1013
 ET1013:                Primary Azimuth Mark                     Grid Az
 ET1013:SPC AZ C     -  JOLLY AZ MK                              005 35 37.1
 ET1013:UTM  12      -  JOLLY AZ MK                              006 07 05.8
 ET1013
 ET1013|---------------------------------------------------------------------|
 ET1013| PID    Reference Object                     Distance      Geod. Az  |
 ET1013|                                                           dddmmss.s |
 ET1013| CH2582 JOLLY AZ MK                                        0045208.8 |
 ET1013| CH2583 JOLLY RM 1                            7.093 METERS 05618     |
 ET1013| ET1012 WEATHER BUREAU HOUSE                APPROX.24.9 KM 1034055.9 |
 ET1013| CH2584 JOLLY RM 2                            5.577 METERS 29625     |
 ET1013|---------------------------------------------------------------------|
 ET1013
 ET1013                          SUPERSEDED SURVEY CONTROL
 ET1013
 ET1013  NAD 83(1986)-  34 53 19.04542(N)    113 10 59.51506(W) AD(       ) 1
 ET1013  NAD 27      -  34 53 18.98800(N)    113 10 56.79400(W) AD(       ) 1
 ET1013  NGVD 29 (07/19/86) 1884.6    (m)         6183.     (f) VERT ANG    3  
 ET1013
 ET1013.Superseded values are not recommended for survey control.
 ET1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1013.See file dsdata.txt to determine how the superseded data were derived.
 ET1013
 ET1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0049362867(NAD 83)
 ET1013_MARKER: DS = TRIANGULATION STATION DISK
 ET1013_SETTING: 80 = SET IN A BOULDER
 ET1013_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1013
 ET1013  HISTORY     - Date     Condition        Report By
 ET1013  HISTORY     - 1944     MONUMENTED       CGS
 ET1013  HISTORY     - 1955     GOOD             CGS
 ET1013  HISTORY     - 1960     GOOD             CGS
 ET1013  HISTORY     - 1968     GOOD             AMS
 ET1013  HISTORY     - 1972     GOOD             AZHD
 ET1013
 ET1013                          STATION DESCRIPTION
 ET1013
 ET1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1013'STATION IS 28 MILES (AIR LINE) ENE OF WIKIEUP AND 47-1/2 MILES
 ET1013'(AIR LINE) WNW OF PRESCOTT.  IT IS ON THE HIGHEST POINT OF
 ET1013'A LOW ROUNDED HILL COVERED WITH SMALL TIMBER, ABOUT 3-1/2
 ET1013'MILES (AIR LINE) W OF MT. HOPE.
 ET1013'
 ET1013'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 ET1013'3 INCHES ABOVE THE GROUND.  IT IS STAMPED JOLLY 1944.
 ET1013'
 ET1013'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1013'FLUSH WITH THE GROUND AND IS STAMPED JOLLY NO 1 1944.  IT
 ET1013'IS ABOUT 4 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 ET1013'
 ET1013'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1013'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1013'JOLLY NO 2 1944.  IT IS ABOUT 4 INCHES HIGHER IN ELEVATION
 ET1013'THAN THE STATION MARK.
 ET1013'
 ET1013'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER FLUSH
 ET1013'WITH THE GROUND AND IS STAMPED JOLLY 1944.  IT IS 2-1/2 FEET
 ET1013'S OF A 2-FOOT CAIRN AND ABOUT 75 PACES SW OF THE TOP OF THE
 ET1013'FIRST KNOLL N OF THE STATION.
 ET1013'
 ET1013'TO REACH STATION FROM POST OFFICE AT SELIGMAN, GO W ON U.S.
 ET1013'HIGHWAY 66 FOR 2.9 MILES TO A GRADED ROAD COMING IN ON THE
 ET1013'LEFT AND A SIGN ON THE LEFT READING CAA AIRPORT 15.7 MI.  HERE
 ET1013'TAKE THE ROAD TO THE LEFT OR SW ACROSS THE RAILROAD TRACKS
 ET1013'FOR 10.5 MILES TO A FORK AND SIGN AIRPORT 5 MI.  HERE TAKE
 ET1013'LEFT FORK FOR 17.5 MILES TO STATION STROTJOST AND THE STROTJOST
 ET1013'RANCH, BOTH ON THE LEFT.  CONTINUE 0.4 MILE TO A FORK.  TAKE
 ET1013'THE LEFT FORK FOR 9.7 MILES TO A FORK.  HERE TAKE THE RIGHT
 ET1013'FORK FOR 3.4 MILES TO A FORK.  HERE THE MAIN-TRAVELED ROAD
 ET1013'GOES TO THE LEFT.  TAKE THE RIGHT FORK FOR 8.0 MILES TO A
 ET1013'FORK.  HERE TAKE THE LEFT FORK FOR 1.9 MILES TO A WASH.
 ET1013'CONTINUE ON THE ROAD FOR 0.3 MILE TO A SECOND WASH.  CROSS THE
 ET1013'WASH AND TURN LEFT (SW) CROSS COUNTRY UP ONTO A LOW
 ET1013'RIDGE.  GO UP THE RIDGE S TO THE TOP OF LOW WOODED KNOLL.
 ET1013'FROM THE WASH TO THE END OF TRUCK TRAVEL IS 0.6 MILE.
 ET1013'FROM THE END OF TRUCK TRAVEL PACK SE INTO A SADDLE AND ONTO
 ET1013'THE TOP OF THE HILL AND THE STATION.
 ET1013'
 ET1013'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1013
 ET1013                          STATION RECOVERY (1955)
 ET1013
 ET1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1013'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 ET1013'CLARIFICATION OF THE DESCRIPTION FOLLOWS--
 ET1013'
 ET1013'THE STATION IS ABOUT 28 MI. AIRLINE E-NE OF WIKIEUP, 47-1/2
 ET1013'MI. AIRLINE W-NW OF PRESCOTT, ON THE HIGHEST POINT OF A LOW
 ET1013'ROUNDED HILL COVERED WITH SMALL BRUSH AND TIMBER, AND ABOUT
 ET1013'3-1/2 MI. W OF MT. HOPE.
 ET1013'
 ET1013'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO W
 ET1013'ON U.S. HIGHWAY 66 FOR 2.9 MI. TO A GRADED ROAD TO THE LEFT.
 ET1013'TAKE THE GRADED ROAD ACROSS THE RAILROAD FOR 10.5 MI. TO A
 ET1013'FORK.  TAKE THE LEFT FORK FOR 17.5 MI. TO STATION STROTJOST
 ET1013'AND THE STROTJOST RANCH.  CONTINUE FOR 0.4 MI. TO A FORK.
 ET1013'TAKE THE LEFT FORK FOR 9.7 MI. TO A FORK JUST BEFORE REACHING
 ET1013'THE RANCH BUILDINGS.  TAKE THE RIGHT FORK FOR 8.0 MI. TO A
 ET1013'FORK.  TAKE THE LEFT FORK FOR 1.9 MI. TO A WASH.  TURN LEFT
 ET1013'UP THE SIDE OF THE WASH FOR ABOUT 0.5 MI. TO THE END OF TRUCK
 ET1013'TRAVEL.  PACK S UP A RIDGE TO THE SUMMIT AND THE STATION (A
 ET1013'TEN-MINUTE PACK).
 ET1013
 ET1013                          STATION RECOVERY (1960)
 ET1013
 ET1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 ET1013'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 ET1013'A NEW TO REACH FOLLOWS.
 ET1013'
 ET1013'TO REACH STATION FROM PRESCOTT, GO NW FROM THE MILLER VALLEY
 ET1013'SCHOOL FOR 1.4 MILES AND TURN SHARP RIGHT, THENCE GO IN A
 ET1013'NORTHERLY DIRECTION REACHING THE END OF PAVEMENT IN 6.4 MILES.
 ET1013'CONTINUE STRAIGHT AHEAD FOR 16.0 MILES TO A SIDE ROAD ON LEFT
 ET1013'LEADING TO CAMP WOOD P.O.  CONTINUE STRAIGHT AHEAD AND CROSS
 ET1013'THE WALNUT CREEK BRIDGE IN 14.1 MILES, THENCE TAKE NEXT LEFT
 ET1013'IN 0.2 MILES AT SIGN READING, WALNUT CREEK STATION, THENCE
 ET1013'GO TO A FORK IN 1.9 MILES, GO RIGHT FOR 3.9 MILES TO ANOTHER
 ET1013'FORK, GO RIGHT ON ROAD TO THE ORO HEADQUARTERS FOR 8.5 MILES
 ET1013'TO A SIDE ROAD ON LEFT.  TAKE SIDE ROAD FOR 0.6 MILES TO A
 ET1013'FORK, GO RIGHT TO ANOTHER FORK FOR 2.7 MILES, GO RIGHT AND
 ET1013'WESTERLY, PASSING LAKE MARY ON RIGHT IN 2.3 MILES.  ROAD
 ET1013'EVENTUALLY SWINGS AROUND TO THE SOUTH AND PASSES ANOTHER
 ET1013'LAKE ON LEFT IN 2.5 MILES AND REACHES THE WEST BOUNDARY
 ET1013'OF THE BACA LAND GRANT AND A METAL GATE IN 4.3 MILES,
 ET1013'THENCE GO STRAIGHT AHEAD FOR 1.1 MILES TO A SMALL WASH
 ET1013'AND TURN LEFT OFF ROAD, GO SW, ACROSS COUNTRY, ALONG WEST
 ET1013'SIDE OF WASH, ABOUT 0.5 MILES TO A FENCE AND END OF
 ET1013'TRUCK TRAVEL.  CROSS FENCE AND PACK SOUTHWESTERLY TO HIGH
 ET1013'POINT OF LAND AND STATION.  A 15 MINUTE PACK.
 ET1013
 ET1013                          STATION RECOVERY (1968)
 ET1013
 ET1013'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 ET1013'THE STATION MARK, R.M.S 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 ET1013'AS DESCRIBED AND IN GOOD CONDITION.
 ET1013'
 ET1013'DESCRIPTION ADEQUATE.
 ET1013
 ET1013                          STATION RECOVERY (1972)
 ET1013
 ET1013'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1013'GENERAL LOCATION IS 28 MILES ENE OF WIKIEUP AND 47-1/2
 ET1013'MILES WNW OF PRESCOTT
 ET1013'
 ET1013'TO REACH FROM PRESCOTT (1960) ADEQUATE UP TO ORO O RANCH
 ET1013'WHERE IT IS NOT TO CLEAR-BUT GO WESTERLY FROM RANCH ABOUT 2.2
 ET1013'MILES TO A METAL GATE AND 0.5 MILES TO A FORK.  BEAR RIGHT
 ET1013'TO LAKE MARY-ADEQUATE TO WASH WHERE DESCRIPTION SHOULD READ
 ET1013'SOUTHEAST INSTEAD OF SOUTHWEST
 ET1013'
 ET1013'STATION MARK GOOD
 ET1013'
 ET1013'REFERENCE MARKS GOOD
 ET1013'
 ET1013'AZIMUTH MARK NO VISITED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1233 ***********************************************************************
 CY1233  DESIGNATION -  JONES
 CY1233  PID         -  CY1233
 CY1233  STATE/COUNTY-  AZ/GRAHAM
 CY1233  USGS QUAD   -  ARTESIA (1966)
 CY1233
 CY1233                         *CURRENT SURVEY CONTROL
 CY1233  ___________________________________________________________________
 CY1233* NAD 83(1992)-  32 44 51.39965(N)    109 37 32.76806(W)     ADJUSTED  
 CY1233* NAVD 88     -       961.6    (meters)    3155.     (feet)  VERTCON   
 CY1233  ___________________________________________________________________
 CY1233  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 CY1233  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY1233  HORZ ORDER  -  SECOND
 CY1233
 CY1233.The horizontal coordinates were established by classical geodetic methods
 CY1233.and adjusted by the National Geodetic Survey in August 1993.
 CY1233
 CY1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1233
 CY1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1233
 CY1233.The geoid height was determined by GEOID03.
 CY1233
 CY1233;                    North         East     Units Scale Factor Converg.
 CY1233;SPC AZ E     -   193,893.269   264,047.309   MT  0.99993167   +0 17 33.4
 CY1233;SPC AZ E     -   636,132.77    866,296.95   iFT  0.99993167   +0 17 33.4
 CY1233;UTM  12      - 3,624,142.928   628,744.359   MT  0.99980438   +0 44 36.5
 CY1233
 CY1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1233!SPC AZ E     -   0.99985327  x   0.99993167  =   0.99978495
 CY1233!UTM  12      -   0.99985327  x   0.99980438  =   0.99965768
 CY1233
 CY1233:                Primary Azimuth Mark                     Grid Az
 CY1233:SPC AZ E     -  JONES AZ MK                              023 05 54.8
 CY1233:UTM  12      -  JONES AZ MK                              022 38 51.7
 CY1233
 CY1233|---------------------------------------------------------------------|
 CY1233| PID    Reference Object                     Distance      Geod. Az  |
 CY1233|                                                           dddmmss.s |
 CY1233| CC6750 JONES AZ MK                                        0232328.2 |
 CY1233| CC6751 JONES RM 1                           22.899 METERS 05535     |
 CY1233| CC6752 JONES RM 2                           15.951 METERS 18900     |
 CY1233|---------------------------------------------------------------------|
 CY1233
 CY1233                          SUPERSEDED SURVEY CONTROL
 CY1233
 CY1233  NAD 83(1986)-  32 44 51.39301(N)    109 37 32.76439(W) AD(       ) 2
 CY1233  NAD 27      -  32 44 51.15000(N)    109 37 30.47700(W) AD(       ) 2
 CY1233  NGVD 29 (07/19/86)  961.0    (m)         3153.     (f) VERT ANG    3  
 CY1233
 CY1233.Superseded values are not recommended for survey control.
 CY1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1233.See file dsdata.txt to determine how the superseded data were derived.
 CY1233
 CY1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2874424143(NAD 83)
 CY1233_MARKER: DD = SURVEY DISK
 CY1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1233
 CY1233  HISTORY     - Date     Condition        Report By
 CY1233  HISTORY     - 1945     MONUMENTED       USSES
 CY1233
 CY1233                          STATION DESCRIPTION
 CY1233
 CY1233'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1233'THE STATION IS LOCATED, BY APPROXIMATE AIR LINE DISTANCES--
 CY1233'8 MILES SE OF SAFFORD, 4-1/2 MILES S OF SOLOMONSVILLE, AND
 CY1233'1-1/2 MILES WSW OF THE SOUTHERN PACIFIC CO. RAILROAD.  IT IS
 CY1233'ON TOP OF A LOW RIDGE W OF THE SAN SIMON WASH.
 CY1233'
 CY1233'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1233'S ON U.S. HIGHWAY 70 FOR 0.1 MILE TO WHERE U.S. HIGHWAY 70
 CY1233'TURNS LEFT AND A GRADED GRAVEL ROAD CONTINUES STRAIGHT AHEAD
 CY1233'S.  FOLLOW THE GRADED ROAD S FOR 1.3 MILES TO A FORK JUST AFTER
 CY1233'CROSSING A BRIDGE.  TAKE THE LEFT FORK FOR 0.1 MILE TO A RIGHT
 CY1233'TURN AT A FENCE CORNER JUST BEFORE REACHING THE RAILROAD
 CY1233'STATION.  TURN RIGHT AND FOLLOW THE ROAD TO THE LEFT OF THE
 CY1233'STOCK PENS FOR 0.1 MILE TO THE RAILROAD TRACKS.  CROSS TRACKS
 CY1233'AND FOLLOW THE MAIN TRAVELED ROAD S FOR 3.4 MILES TO A
 CY1233'FORK.  LEFT FORK GOES TO THE JONES RANCH.  THE AZIMUTH MARK
 CY1233'IS ON THE RIGHT FORK, ON THE RIGHT SIDE OF THE ROAD, AND 60
 CY1233'FEET SSW OF THE FORK INTERSECTION.  TAKE THE RIGHT FORK FOR 0.7
 CY1233'MILE.  TURN LEFT FOR 0.4 MILE ALONG A FENCE LINE.  THEN
 CY1233'TURN LEFT (E) AND FOLLOW TRACKS ALONG CREST OF RIDGE FOR 0.35
 CY1233'MILE TO THE STATION.
 CY1233'
 CY1233'STATION MARK IS A BRONZE STATION DISK OF THE U.S. SOIL EROSION
 CY1233'SERVICE STAMPED 19 JONES 35.  IT IS SET IN A SQUARE CONCRETE
 CY1233'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 CY1233'LOCATED 17.0 FEET NNE OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1233'
 CY1233'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1233'CONCRETE POST ABOUT FLUSH WITH THE GROUND AND IS STAMPED JONES
 CY1233'USSES NO 1 1945.  IT IS LOCATED NE OF THE STATION AND ABOUT
 CY1233'1 FOOT LOWER.
 CY1233'
 CY1233'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1233'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 CY1233'AND IS STAMPED JONES USSES NO 2 1945.  IT IS LOCATED S OF THE
 CY1233'STATION ON ABOUT THE SAME LEVEL.
 CY1233'
 CY1233'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 CY1233'POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1233'USSES JONES 1945.  IT IS NNE OF THE STATION, 16 FEET W OF THE
 CY1233'TRACK ROAD, AND 4.5 FEET WSW OF A 4- BY 4-INCH WHITE WITNESS
 CY1233'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1960 ***********************************************************************
 DU1960  DESIGNATION -  JONES
 DU1960  PID         -  DU1960
 DU1960  STATE/COUNTY-  AZ/GRAHAM
 DU1960  USGS QUAD   -  DEWEY FLAT (1989)
 DU1960
 DU1960                         *CURRENT SURVEY CONTROL
 DU1960  ___________________________________________________________________
 DU1960* NAD 83(1992)-  33 08 00.80078(N)    110 20 44.67099(W)     ADJUSTED  
 DU1960* NAVD 88     -      1158.0    (meters)    3799.     (feet)  VERTCON   
 DU1960  ___________________________________________________________________
 DU1960  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 DU1960  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU1960  HORZ ORDER  -  FIRST
 DU1960
 DU1960.The horizontal coordinates were established by classical geodetic methods
 DU1960.and adjusted by the National Geodetic Survey in August 1993.
 DU1960
 DU1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1960
 DU1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1960
 DU1960.The geoid height was determined by GEOID03.
 DU1960
 DU1960;                    North         East     Units Scale Factor Converg.
 DU1960;SPC AZ E     -   236,576.422   196,651.759   MT  0.99990344   -0 05 52.4
 DU1960;SPC AZ E     -   776,169.36    645,182.94   iFT  0.99990344   -0 05 52.4
 DU1960;UTM  12      - 3,666,283.562   561,026.352   MT  0.99964592   +0 21 27.4
 DU1960
 DU1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1960!SPC AZ E     -   0.99982249  x   0.99990344  =   0.99972595
 DU1960!UTM  12      -   0.99982249  x   0.99964592  =   0.99946848
 DU1960
 DU1960|---------------------------------------------------------------------|
 DU1960| PID    Reference Object                     Distance      Geod. Az  |
 DU1960|                                                           dddmmss.s |
 DU1960| CD3054 JONES RM 1                            9.706 METERS 09210     |
 DU1960| DU1962 MOUNT TURNBULL PEAK                 APPROX.10.3 KM 1295051.2 |
 DU1960| CD3055 JONES RM 2                            7.094 METERS 18255     |
 DU1960| CD3053 JONES AZ MK                                        1864559.5 |
 DU1960| DU1967 MOUNT TRIPLET PEAK                  APPROX.23.3 KM 3590520.0 |
 DU1960|---------------------------------------------------------------------|
 DU1960
 DU1960                          SUPERSEDED SURVEY CONTROL
 DU1960
 DU1960  NAD 83(1986)-  33 08 00.79645(N)    110 20 44.67219(W) AD(       ) 1
 DU1960  NAD 27      -  33 08 00.58000(N)    110 20 42.32600(W) AD(       ) 1
 DU1960  NGVD 29 (07/19/86) 1157.4    (m)         3797.     (f) VERT ANG    3  
 DU1960
 DU1960.Superseded values are not recommended for survey control.
 DU1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1960.See file dsdata.txt to determine how the superseded data were derived.
 DU1960
 DU1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6102666284(NAD 83)
 DU1960_MARKER: DS = TRIANGULATION STATION DISK
 DU1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1960
 DU1960  HISTORY     - Date     Condition        Report By
 DU1960  HISTORY     - 1945     MONUMENTED       CGS
 DU1960  HISTORY     - 1967     SEE DESCRIPTION  AMS
 DU1960
 DU1960                          STATION DESCRIPTION
 DU1960
 DU1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1960'STATION IS 10-1/2 MILES (AIR LINE) E OF COOLIDGE DAM, 10-1/2
 DU1960'MILES (AIR LINE) WSW OF CALVA, AND ABOUT 6 MILES S OF THE COOLIDGE
 DU1960'RESERVOIR.  IT IS ON A LOW RIDGE RUNNING NW FROM THE MOUNTAINS TO
 DU1960'THE W OF MT. TURNBULL WHICH IS THE HIGHEST POINT IN THE VICINITY.
 DU1960'
 DU1960'TO REACH STATION FROM THE CENTER OF COOLIDGE DAM, GO E ON U.S.
 DU1960'HIGHWAY 70 FOR 7.9 MILES TO COTTONWOOD SPRINGS SERVICE STATION.
 DU1960'CONTINUE FOR 4.7 MILES TO A DIM TRACK ROAD ON THE RIGHT WHICH IS
 DU1960'0.15 MILE W OF A CONCRETE BRIDGE ON THE HIGHWAY.  TURN RIGHT OR S
 DU1960'AND GO 0.5 MILE TO A POINT WHERE THE ROAD ENTERS A WASH.
 DU1960'CONTINUE UP WASH FOR 0.8 MILE TO A POINT WHERE THE ROAD LEAVES
 DU1960'THE WASH.  CONTINUE 1.2 MILES TO A POINT WHERE THE ROAD
 DU1960'RE-ENTERS THE WASH.  CONTINUE 0.1 MILE TO A FORK IN THE WASH.
 DU1960'TAKE THE RIGHT HAND WASH AND GO 0.25 MILE TO A FORK.  HERE TAKE
 DU1960'THE LEFT HAND WASH AND GO 0.35 MILE TO A DIRT DAM.  HERE TURN
 DU1960'SHARP LEFT AND GO 0.5 MILE UP THE RIDGE TO THE WITNESS POST AND
 DU1960'STATION ON THE LEFT.
 DU1960'
 DU1960'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1960'POST PROJECTING 3 INCHES ABOVE GROUND AND IS STAMPED JONES 1945.
 DU1960'IT IS 8-1/2 FEET SSE OF THE WITNESS POST AND IS ABOUT 30 FEET E
 DU1960'OF THE ROAD TO STATION.  UNDERGROUND MARK IS A BRONZE STATION
 DU1960'DISK SET IN CONCRETE.
 DU1960'
 DU1960'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1960'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND AND IS
 DU1960'STAMPED JONES NO 1 1945.  IT IS ABOUT 22 INCHES BELOW THE STATION.
 DU1960'MARK IS E OF THE STATION.
 DU1960'
 DU1960'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE,
 DU1960'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1960'JONES NO 2 1945.  IT IS AT ABOUT THE SAME LEVEL AS THE STATION.
 DU1960'MARK IS S OF THE STATION.
 DU1960'
 DU1960'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE
 DU1960'POST PROJECTING 3 INCHES ABOVE THE GROUND AND IS STAMPED JONES
 DU1960'1945.  THE MARK IS 5 FEET W OF THE WITNESS POST AND IS ABOUT 46
 DU1960'YARDS N OF THE CENTER OF THE TRACK ROAD FROM THE STATION.  THE
 DU1960'MARK IS 0.8 MILE ALONG THE TRACK ROAD TO STATION TO THE S.
 DU1960'
 DU1960'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 DU1960
 DU1960                          STATION RECOVERY (1967)
 DU1960
 DU1960'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1960'STATION IS LOCATED APPROXIMATELY 11.0 AIRMILES (ESE) OF COOLIDGE
 DU1960'DAM AND APPROXIMATELY 13.5 AIRMILES (W) OF BYLAS, ARIZONA, ABOUT
 DU1960'50 FT (W) OF ROAD TO HOUSE RANCH.
 DU1960'
 DU1960'TO REACH FROM CENTER OF COOLIDGE DAM PROCEED (E) ON OLD U.S.
 DU1960'70 12.8 MI TO A GRADED DIRT ROAD ON RIGHT, TURN RIGHT (S) 3.3
 DU1960'MI TO A DIRT DAM, HERE TURN SHARP LEFT (E) UP RIDGE 0.7 MI TO
 DU1960'MINOR SUMMIT AND DIM TRACKS ON RIGHT LEADING (NW) ABOUT 50 FT
 DU1960'TO WITNESS POST AND STATION.
 DU1960'
 DU1960'STATION IS A STANDARD DISK SET DEEP IN 8 IN X 8 IN CONCRETE
 DU1960'MONUMENT WHICH PROJECTS 5 IN ABOVE GROUND STAMPED JONES 1945.
 DU1960'NAME OF AGENCY CAST IN MARK IS BURRIED IN CONCRETE AND NOT
 DU1960'READABLE.  MARK IS ABOUT 4 FT (SSW) OF UNPAINTED 6 IN X 6 IN
 DU1960'WITNESS POST.
 DU1960'
 DU1960'R.M. 1 IS A STANDARD USC AND GS DISK SET IN AN 8 IN X 8 IN CONCRETE
 DU1960'MONUMENT WHICH PROJECTS 2 IN ABOVE THE GROUND STAMPED JONES NO 1
 DU1960'1945.  FROM THE STATION IT IS (NE) ON A MAG AZ OF 82 DEG AT A
 DU1960'DISTANCE OF 31.85 FT AND A DE OF -1.82 FT.
 DU1960'
 DU1960'R.M. 2 IS A STANDARD USC AND GS DISK SET IN AN 8 IN X 8 IN
 DU1960'CONCRETE MONUMENT WHICH PROJECTS 2 IN ABOVE THE GROUND STAMPED
 DU1960'JONES NO 2 1945.  FROM THE STATION IT IS (SE) ON A MAG AZ OF
 DU1960'174 DEG AT A DISTANCE OF 23.30 FT AND A DE OF +0.37 FT.
 DU1960'
 DU1960'AZ MARK NOT SEARCHED FOR.
 DU1960'
 DU1960'CONDITION OF ALL MARKS LOCATED IS EXCELLENT.
 DU1960'
 DU1960'VIEW FROM HEIGHT OF TRIPOD 1.5M CLEAR 360 DEG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0912 ***********************************************************************
 ES0912  DESIGNATION -  JONES
 ES0912  PID         -  ES0912
 ES0912  STATE/COUNTY-  AZ/NAVAJO
 ES0912  USGS QUAD   -  HEBER (1990)
 ES0912
 ES0912                         *CURRENT SURVEY CONTROL
 ES0912  ___________________________________________________________________
 ES0912* NAD 83(1992)-  34 26 22.64923(N)    110 37 20.20577(W)     ADJUSTED  
 ES0912* NAVD 88     -      2045.9    (meters)    6712.     (feet)  VERTCON   
 ES0912  ___________________________________________________________________
 ES0912  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ES0912  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0912  HORZ ORDER  -  SECOND
 ES0912
 ES0912.The horizontal coordinates were established by classical geodetic methods
 ES0912.and adjusted by the National Geodetic Survey in August 1993.
 ES0912
 ES0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0912
 ES0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0912
 ES0912.The geoid height was determined by GEOID03.
 ES0912
 ES0912;                    North         East     Units Scale Factor Converg.
 ES0912;SPC AZ E     -   381,509.100   171,490.421   MT  0.99992160   -0 15 27.6
 ES0912;SPC AZ E     - 1,251,670.28    562,632.61   iFT  0.99992160   -0 15 27.6
 ES0912;UTM  12      - 3,810,967.139   534,701.049   MT  0.99961484   +0 12 49.0
 ES0912
 ES0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0912!SPC AZ E     -   0.99968269  x   0.99992160  =   0.99960431
 ES0912!UTM  12      -   0.99968269  x   0.99961484  =   0.99929765
 ES0912
 ES0912:                Primary Azimuth Mark                     Grid Az
 ES0912:SPC AZ E     -  HOLLOW                                   105 18 14.7
 ES0912:UTM  12      -  HOLLOW                                   104 49 58.1
 ES0912
 ES0912|---------------------------------------------------------------------|
 ES0912| PID    Reference Object                     Distance      Geod. Az  |
 ES0912|                                                           dddmmss.s |
 ES0912| ES0906 HOLLOW                              497.664 METERS 1050247.1 |
 ES0912| ES0941 TANK                                311.049 METERS 25217     |
 ES0912|---------------------------------------------------------------------|
 ES0912
 ES0912                          SUPERSEDED SURVEY CONTROL
 ES0912
 ES0912  NAD 83(1986)-  34 26 22.64296(N)    110 37 20.20988(W) AD(       ) 2
 ES0912  NGVD 29 (08/03/87) 2044.9    (m)         6709.     (f) VERT ANG    3  
 ES0912
 ES0912.Superseded values are not recommended for survey control.
 ES0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0912.See file dsdata.txt to determine how the superseded data were derived.
 ES0912
 ES0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3470110967(NAD 83)
 ES0912_MARKER: DS = TRIANGULATION STATION DISK
 ES0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0912+STABILITY: SURFACE MOTION
 ES0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0912+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 ES0912
 ES0912  HISTORY     - Date     Condition        Report By
 ES0912  HISTORY     - 1984     MONUMENTED       AZDT
 ES0912  HISTORY     - 19971011 GOOD             USPSQD
 ES0912  HISTORY     - 20051022 GOOD             EVANS
 ES0912
 ES0912                          STATION DESCRIPTION
 ES0912
 ES0912'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0912'THE STATION IS LOCATED 1-1/2 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0912'SIDE OF STATE ROUTE 260.
 ES0912'
 ES0912'THE STATION MARK IS AN AZDT DISK STAMPED---JONES 1984---.  IT IS SET
 ES0912'IN THE TOP OF A 10 INCH CONCRETE MONUMENT 58 FEET NORTH OF THE CENTER
 ES0912'LINE OF THE HIGHWAY, 39 FEET SOUTH OF THE RIGHT OF WAY FENCE AND 4
 ES0912'FEET HIGHER THEN THE HIGHWAY.
 ES0912'
 ES0912'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0912'AND STATE ROUTE 260 TRAVEL WEST ALONG SR 260 FOR 1.5 MILES TO MILEPOST
 ES0912'302.45 AND THE STATION ON TOP OF THE LOW CUT BANK ON THE RIGHT.
 ES0912
 ES0912                          STATION RECOVERY (1997)
 ES0912
 ES0912'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0912'RECOVERED IN GOOD CONDITION.
 ES0912
 ES0912                          STATION RECOVERY (2005)
 ES0912
 ES0912'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6873 ***********************************************************************
 DH6873  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6873  DESIGNATION -  JONES
 DH6873  PID         -  DH6873
 DH6873  STATE/COUNTY-  AZ/GILA
 DH6873  USGS QUAD   -  GLOBE (1982)
 DH6873
 DH6873                         *CURRENT SURVEY CONTROL
 DH6873  ___________________________________________________________________
 DH6873* NAD 83(2007)-  33 22 34.92981(N)    110 52 13.90081(W)     ADJUSTED  
 DH6873* NAVD 88     -      1299.13   (meters)    4262.2    (feet)  GPS OBS   
 DH6873  ___________________________________________________________________
 DH6873  EPOCH DATE  -        2007.00
 DH6873  X           -  -1,899,809.420 (meters)                     COMP
 DH6873  Y           -  -4,982,798.328 (meters)                     COMP
 DH6873  Z           -   3,489,591.348 (meters)                     COMP
 DH6873  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DH6873  ELLIP HEIGHT-        1271.660 (meters)          (02/10/07) ADJUSTED
 DH6873  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DH6873
 DH6873  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6873  Type    PID    Designation                      North   East  Ellip
 DH6873  -------------------------------------------------------------------
 DH6873  NETWORK DH6873 JONES                             0.49   0.45   1.71
 DH6873  -------------------------------------------------------------------
 DH6873
 DH6873.The horizontal coordinates were established by GPS observations
 DH6873.and adjusted by the National Geodetic Survey in February 2007.
 DH6873
 DH6873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6873.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6873.The horizontal coordinates are valid at the epoch date displayed above.
 DH6873.The epoch date for horizontal control is a decimal equivalence
 DH6873.of Year/Month/Day.
 DH6873
 DH6873.The orthometric height was determined by GPS observations and a
 DH6873.high-resolution geoid model.
 DH6873.The orthometric height was determined by GPS observations and a
 DH6873.high-resolution geoid model using precise GPS observation and
 DH6873.processing techniques.
 DH6873
 DH6873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6873
 DH6873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6873
 DH6873.The ellipsoidal height was determined by GPS observations
 DH6873.and is referenced to NAD 83.
 DH6873
 DH6873.The geoid height was determined by GEOID03.
 DH6873
 DH6873;                    North         East     Units Scale Factor Converg.
 DH6873;SPC AZ E     -   263,710.985   147,868.486   MT  0.99995286   -0 23 14.0
 DH6873;SPC AZ E     -   865,193.52    485,132.83   iFT  0.99995286   -0 23 14.0
 DH6873;UTM  12      - 3,693,020.038   512,043.126   MT  0.99960179   +0 04 16.4
 DH6873
 DH6873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6873!SPC AZ E     -   0.99980040  x   0.99995286  =   0.99975327
 DH6873!UTM  12      -   0.99980040  x   0.99960179  =   0.99940227
 DH6873
 DH6873                          SUPERSEDED SURVEY CONTROL
 DH6873
 DH6873  NAD 83(1992)-  33 22 34.92964(N)    110 52 13.90050(W) AD(       ) B
 DH6873  ELLIP H (08/22/05) 1271.669  (m)                       GP(       ) 4 2
 DH6873
 DH6873.Superseded values are not recommended for survey control.
 DH6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6873.See file dsdata.txt to determine how the superseded data were derived.
 DH6873
 DH6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1204393020(NAD 83)
 DH6873_MARKER: DD = SURVEY DISK
 DH6873_SETTING: 66 = SET IN ROCK OUTCROP
 DH6873_STAMPING: JONES 2004 LS14169
 DH6873_MARK LOGO: AZ-007
 DH6873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6873+STABILITY: POSITION/ELEVATION WELL
 DH6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6873+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DH6873
 DH6873  HISTORY     - Date     Condition        Report By
 DH6873  HISTORY     - 2004  01 MONUMENTED       AZ-001
 DH6873  HISTORY     - 20051004 GOOD             AZ-007
 DH6873  HISTORY     - 20081114 GOOD             GEOCAC
 DH6873
 DH6873                          STATION DESCRIPTION
 DH6873
 DH6873'DESCRIBED BY APACHE COUNTY ARIZONA 2004
 DH6873'STARTING AT THE INTERSECTION US-60 AND ADONIS AVE IN MIAMI,AZ. PROCEED
 DH6873'SOUTH ON ADONIS AVE 0.4 MILES TO 5 WAY STOP. PROCEED THROUGH STOP VIA
 DH6873'EASTERLY EXIT FOR 0.2 MILES TO THE END OF PAVEMENT. CONTINUE 0.7 MILES
 DH6873'TO TEE INTERSECTION. PROCEED WEST 1.5 MILES TO CATTLE GUARD. CONTINUE
 DH6873'0.1 MILES SOUTH THE WHERE ROAD SPLITS. TAKE WESTERLY FORK TO CLIMB
 DH6873'HILL FOR 300 FT. MONUMENT IS 10FT EAST OF ROAD AND 5FT FROM WITNESS
 DH6873'POST.
 DH6873
 DH6873                          STATION RECOVERY (2005)
 DH6873
 DH6873'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6873'RECOVERED IN GOOD CONDITION.
 DH6873
 DH6873                          STATION RECOVERY (2008)
 DH6873
 DH6873'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DH6873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0998 ***********************************************************************
 ET0998  DESIGNATION -  JONES MOUNTAIN
 ET0998  PID         -  ET0998
 ET0998  STATE/COUNTY-  AZ/YAVAPAI
 ET0998  USGS QUAD   -  SMITH MESA (1986)
 ET0998
 ET0998                         *CURRENT SURVEY CONTROL
 ET0998  ___________________________________________________________________
 ET0998* NAD 83(1992)-  34 42 15.49114(N)    112 46 55.63192(W)     ADJUSTED  
 ET0998* NAVD 88     -      1954.     (meters)    6411.     (feet)  SCALED    
 ET0998  ___________________________________________________________________
 ET0998  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 ET0998  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 ET0998  HORZ ORDER  -  THIRD
 ET0998
 ET0998.The horizontal coordinates were established by classical geodetic methods
 ET0998.and adjusted by the National Geodetic Survey in August 1993.
 ET0998
 ET0998.The orthometric height was scaled from a topographic map.
 ET0998
 ET0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0998
 ET0998.The geoid height was determined by GEOID03.
 ET0998
 ET0998;                    North         East     Units Scale Factor Converg.
 ET0998;SPC AZ C     -   411,114.436   134,078.050   MT  0.99997745   -0 29 34.0
 ET0998;SPC AZ C     - 1,348,800.64    439,888.62   iFT  0.99997745   -0 29 34.0
 ET0998;UTM  12      - 3,841,697.629   336,786.425   MT  0.99992834   -1 00 53.5
 ET0998
 ET0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0998!SPC AZ C     -   0.99969759  x   0.99997745  =   0.99967504
 ET0998!UTM  12      -   0.99969759  x   0.99992834  =   0.99962595
 ET0998
 ET0998                          SUPERSEDED SURVEY CONTROL
 ET0998
 ET0998  NAD 83(1986)-  34 42 15.49546(N)    112 46 55.63310(W) AD(       ) 3
 ET0998  NAD 27      -  34 42 15.40735(N)    112 46 52.97783(W) AD(       ) 3
 ET0998
 ET0998.Superseded values are not recommended for survey control.
 ET0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0998.See file dsdata.txt to determine how the superseded data were derived.
 ET0998
 ET0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3678641698(NAD 83)
 ET0998_MARKER: DD = SURVEY DISK
 ET0998_SETTING: 80 = SET IN A BOULDER
 ET0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0998+STABILITY: SURFACE MOTION
 ET0998
 ET0998  HISTORY     - Date     Condition        Report By
 ET0998  HISTORY     - 1935     MONUMENTED       USFS
 ET0998
 ET0998                          STATION DESCRIPTION
 ET0998
 ET0998'DESCRIBED BY US FOREST SERVICE 1935
 ET0998'STATION IS ON HIGHEST AND MOST PROMINENT RUGGED GRANITE
 ET0998'MOUNTAIN IN THE IMMEDIATE LOCALITY, 21 MILES NW OF PRESCOTT,
 ET0998'(AIR LINE).  1 MILE NE OF DUMB-BELL RANCH.  0.7 MILE N OF
 ET0998'JONES RANCH.  AND 3 MILES W OF FAIR OAKS.
 ET0998'
 ET0998'STATION MARK IS A STANDARD U.S.F.S. TABLET STAMPED IN GRANITE
 ET0998'BOULDER JONES MT. 1935.
 ET0998'
 ET0998'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-SELIGMAN
 ET0998'ROAD APPROXIMATELY 18 MILES TO INTERSECTION WITH THE WILLIAMSON
 ET0998'VALLEY-FAIR OAKS ROAD WESTWARDLY, THENCE TAKE THIS ROAD
 ET0998'APPROXIMATELY 17 MILES TO A POINT 1/2 MILE NE OF THE JONES
 ET0998'RANCH AND END OF ROAD.  THENCE CLIMB ABOUT 1/2 MILE SOUTHERLY
 ET0998'FROM ROAD TO TOP OF HIGHEST GRANITE BOULDER AND STATION.
 ET0998'
 ET0998'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY WHITE-WASHED
 ET0998'ROCK CAIRN 6 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0058 ***********************************************************************
 ES0058  DESIGNATION -  JOSEPH CITY
 ES0058  PID         -  ES0058
 ES0058  STATE/COUNTY-  AZ/NAVAJO
 ES0058  USGS QUAD   -  JOSEPH CITY (1986)
 ES0058
 ES0058                         *CURRENT SURVEY CONTROL
 ES0058  ___________________________________________________________________
 ES0058* NAD 83(1992)-  34 57 32.77186(N)    110 20 53.56052(W)     ADJUSTED  
 ES0058* NAVD 88     -      1528.702  (meters)    5015.42   (feet)  ADJUSTED  
 ES0058  ___________________________________________________________________
 ES0058  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ES0058  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0058  DYNAMIC HT  -        1526.648 (meters)    5008.68  (feet)  COMP
 ES0058  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 ES0058
 ES0058  HORZ ORDER  -  SECOND
 ES0058  VERT ORDER  -  SECOND    CLASS 0
 ES0058
 ES0058.The horizontal coordinates were established by classical geodetic methods
 ES0058.and adjusted by the National Geodetic Survey in August 1993.
 ES0058
 ES0058.The orthometric height was determined by differential leveling
 ES0058.and adjusted in June 1991.
 ES0058.WARNING-Repeat measurements at this control monument indicate possible
 ES0058.vertical movement.
 ES0058
 ES0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0058
 ES0058.The geoid height was determined by GEOID03.
 ES0058
 ES0058.The dynamic height is computed by dividing the NAVD 88
 ES0058.geopotential number by the normal gravity value computed on the
 ES0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0058.degrees latitude (g = 980.6199 gals.).
 ES0058
 ES0058.The modeled gravity was interpolated from observed gravity values.
 ES0058
 ES0058;                    North         East     Units Scale Factor Converg.
 ES0058;SPC AZ E     -   439,052.632   196,780.534   MT  0.99990339   -0 06 14.5
 ES0058;SPC AZ E     - 1,440,461.39    645,605.43   iFT  0.99990339   -0 06 14.5
 ES0058;UTM  12      - 3,868,701.736   559,506.823   MT  0.99964364   +0 22 24.5
 ES0058
 ES0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0058!SPC AZ E     -   0.99976389  x   0.99990339  =   0.99966731
 ES0058!UTM  12      -   0.99976389  x   0.99964364  =   0.99940762
 ES0058
 ES0058|---------------------------------------------------------------------|
 ES0058| PID    Reference Object                     Distance      Geod. Az  |
 ES0058|                                                           dddmmss.s |
 ES0058| ES0059 JOSEPH CITY RM 1                     23.805 METERS 10838     |
 ES0058| ES0060 JOSEPH CITY AZ MK                                  1155925.6 |
 ES0058| ES0057 JOSEPH CITY RM 2                     24.171 METERS 28734     |
 ES0058|---------------------------------------------------------------------|
 ES0058
 ES0058                          SUPERSEDED SURVEY CONTROL
 ES0058
 ES0058  NAD 83(1986)-  34 57 32.76559(N)    110 20 53.56279(W) AD(       ) 2
 ES0058  NAD 27      -  34 57 32.67810(N)    110 20 51.11360(W) AD(       ) 2
 ES0058  NGVD 29 (??/??/92) 1527.978  (m)         5013.04   (f) ADJ UNCH    2 0
 ES0058
 ES0058.Superseded values are not recommended for survey control.
 ES0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0058.See file dsdata.txt to determine how the superseded data were derived.
 ES0058
 ES0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5950768702(NAD 83)
 ES0058_MARKER: DS = TRIANGULATION STATION DISK
 ES0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0058_STAMPING: JOSEPH CITY 1959
 ES0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0058+STABILITY: SURFACE MOTION
 ES0058
 ES0058  HISTORY     - Date     Condition        Report By
 ES0058  HISTORY     - 1959     MONUMENTED       CGS
 ES0058  HISTORY     - 1959     GOOD             CGS
 ES0058  HISTORY     - 1967     GOOD             CGS
 ES0058  HISTORY     - 1971     GOOD             AZHD
 ES0058  HISTORY     - 1972     GOOD             AZDT
 ES0058  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0058  HISTORY     - 20080618 MARK NOT FOUND   INDIV
 ES0058
 ES0058                          STATION DESCRIPTION
 ES0058
 ES0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0058'THE STATION IS 0.75 MILE WEST OF THE POST OFFICE IN JOSEPH
 ES0058'CITY, 0.45 MILE WEST OF MILE POST 295 AND ON THE SOUTH RIGHT-OF-WAY
 ES0058'OF A MACADAM ROAD THAT WAS U.S. HIGHWAY 66.
 ES0058'
 ES0058'TO REACH THE STATION FROM THE POST OFFICE IN JOSEPH CITY
 ES0058'GO WEST ON U.S. HIGHWAY 66 FOR 0.3 MILE TO A CONCRETE AND STEEL
 ES0058'BRIDGE AND THE AZIMUTH MARK IN THE SOUTH WALK WAY OF THE
 ES0058'BRIDGE.  CONTINUE WEST ON U.S. HIGHWAY 66 FOR 0.1 MILE TO A
 ES0058'DIAGONAL ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE MACADAM
 ES0058'ROAD WESTERLY FOR 0.35 MILE TO THE STATION AND REFERENCE
 ES0058'MARKS ON THE LEFT.
 ES0058'
 ES0058'THE STATION MARK, STAMPED JOSEPH CITY 1959, IS A STANDARD DISK
 ES0058'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ES0058'3 INCHES.  IT IS 122 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ES0058'OF MR. ARTHUR BAILEYS HOUSE, 42 FEET SOUTH OF THE CENTER OF
 ES0058'THE MACADAM ROAD AND 8.0 FEET NORTH OF THE WITNESS POST AND
 ES0058'THE EAST-WEST FENCE LINE.
 ES0058'
 ES0058'REFERENCE MARK NO. 1, STAMPED JOSEPH CITY NO 1 1959, IS A
 ES0058'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ES0058'THAT PROJECTS 3 INCHES.  IT IS 43 FEET SOUTH OF THE CENTER OF THE
 ES0058'MACADAM ROAD AND 7 FEET NORTH OF THE EAST-WEST FENCE LINE.
 ES0058'
 ES0058'REFERENCE MARK NO. 2, STAMPED JOSEPH CITY NO 2 1959, IS A
 ES0058'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ES0058'THAT PROJECTS 3 INCHES.  IT IS 40 FEET SOUTH OF THE CENTER OF
 ES0058'THE MACADAM ROAD AND 10 FEET NORTH OF THE EAST-WEST FENCE LINE.
 ES0058'
 ES0058'THE AZIMUTH MARK, STAMPED JOSEPH CITY 1959, IS A STANDARD
 ES0058'DISK CEMENTED IN A DRILL HOLE IN THE WALK WAY OF A CONCRETE
 ES0058'BRIDGE.  IT IS 140 FEET NORTHEAST OF MILE POST 295, 26 FEET
 ES0058'EAST OF THE WEST END OF THE BRIDGE AND 18 FEET SOUTH OF THE
 ES0058'CENTER OF U.S. HIGHWAY 66.
 ES0058
 ES0058                          STATION RECOVERY (1959)
 ES0058
 ES0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0058'0.75 MI NW FROM JOSEPH CITY.
 ES0058'0.4 MILE WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0058'CITY, THENCE WESTERLY ALONG OLD HIGHWAY 66, 122 FEET SOUTHWEST OF THE
 ES0058'SOUTHWEST CORNER OF MR. ARTHUR BAILYS HOUSE, 42 FEET SOUTH OF THE
 ES0058'CENTER OF THE OLD HIGHWAY, 8 FEET NORTH OF THE WITNESS POST, SET IN
 ES0058'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 ES0058
 ES0058                          STATION RECOVERY (1967)
 ES0058
 ES0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ES0058'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD
 ES0058'CONDITION.
 ES0058
 ES0058                          STATION RECOVERY (1971)
 ES0058
 ES0058'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 ES0058'GENERAL LOCATION - INT. 40, BETWEEN WINSLOW AND HOLBROOK.
 ES0058'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 ES0058'BY THE USC AND GS IN 1959.  THE DESCRIPTION IS ADEQUATE.
 ES0058
 ES0058                          STATION RECOVERY (1972)
 ES0058
 ES0058'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1972
 ES0058'TO REACH - AFTER PASSING THE AZIMUTH MARK IN THE ORIGINAL
 ES0058'DESCRIPTION, TURN N. FOR 0.2 MILES TO CROSS STREET.  TURN
 ES0058'W. FOR 0.45 MI. TO OLD. HWY 66 ON LEFT (S).  TURN E.S.E. FOR
 ES0058'450 FT PLUS OR MINUS TO THE STATION.  THE HOUSE IN ORIGINAL
 ES0058'DESCRIP. IS GONE.
 ES0058'
 ES0058'STATION MARK - IN AND GOOD (AS DESCRIBED).
 ES0058'
 ES0058'REFERENCE MARKS - IN AND GOOD (AS DESCRIBED).
 ES0058'
 ES0058'AZIMUTH MARK - IN AND GOOD (AS DESCRIBED).
 ES0058
 ES0058                          STATION RECOVERY (1983)
 ES0058
 ES0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0058'MARK NOT FOUND.
 ES0058
 ES0058                          STATION RECOVERY (2008)
 ES0058
 ES0058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 ES0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0060 ***********************************************************************
 ES0060  DESIGNATION -  JOSEPH CITY AZ MK
 ES0060  PID         -  ES0060
 ES0060  STATE/COUNTY-  AZ/NAVAJO
 ES0060  USGS QUAD   -  JOSEPH CITY (1986)
 ES0060
 ES0060                         *CURRENT SURVEY CONTROL
 ES0060  ___________________________________________________________________
 ES0060* NAD 83(1986)-  34 57 22.     (N)    110 20 28.     (W)     SCALED    
 ES0060* NAVD 88     -      1526.557  (meters)    5008.38   (feet)  ADJUSTED  
 ES0060  ___________________________________________________________________
 ES0060  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0060  DYNAMIC HT  -        1524.505 (meters)    5001.65  (feet)  COMP
 ES0060  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 ES0060
 ES0060  VERT ORDER  -  FIRST     CLASS II
 ES0060
 ES0060.The horizontal coordinates were scaled from a topographic map and have
 ES0060.an estimated accuracy of +/- 6 seconds.
 ES0060
 ES0060.The orthometric height was determined by differential leveling
 ES0060.and adjusted in June 1991.
 ES0060
 ES0060.The geoid height was determined by GEOID03.
 ES0060
 ES0060.The dynamic height is computed by dividing the NAVD 88
 ES0060.geopotential number by the normal gravity value computed on the
 ES0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0060.degrees latitude (g = 980.6199 gals.).
 ES0060
 ES0060.The modeled gravity was interpolated from observed gravity values.
 ES0060
 ES0060;                    North         East    Units  Estimated Accuracy
 ES0060;SPC AZ E     -   438,720.      197,430.      MT  (+/- 180 meters Scaled)
 ES0060
 ES0060                          SUPERSEDED SURVEY CONTROL
 ES0060
 ES0060  NGVD 29 (??/??/92) 1525.787  (m)         5005.85   (f) ADJ UNCH    1 2
 ES0060
 ES0060.Superseded values are not recommended for survey control.
 ES0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0060.See file dsdata.txt to determine how the superseded data were derived.
 ES0060
 ES0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD601683(NAD 83)
 ES0060_MARKER: DZ = AZIMUTH MARK DISK
 ES0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0060_SP_SET: BRIDGE
 ES0060_STAMPING: JOSEPH CITY 1959
 ES0060_MARK LOGO: CGS   
 ES0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0060
 ES0060  HISTORY     - Date     Condition        Report By
 ES0060  HISTORY     - 1959     MONUMENTED       CGS
 ES0060  HISTORY     - 1983     GOOD             NGS
 ES0060  HISTORY     - 20080619 MARK NOT FOUND   INDIV
 ES0060
 ES0060                          STATION DESCRIPTION
 ES0060
 ES0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0060'IN JOSEPH CITY.
 ES0060'0.4 MILE WEST OF THE POST OFFICE AT JOSEPH CITY, NAVAJO COUNTY, ALONG
 ES0060'U.S. HIGHWAY 66, ABOUT 100 FEET EAST OF MILEPOST 295, 17 FEET SOUTH OF
 ES0060'THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE WEST END OF THE
 ES0060'SOUTH HEADWALL OF A LARGE CONCRETE BRIDGE JUST BEFORE REACHING JOSEPH
 ES0060'CITY.
 ES0060
 ES0060                          STATION RECOVERY (1983)
 ES0060
 ES0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0060'RECOVERED IN GOOD CONDITION.
 ES0060
 ES0060                          STATION RECOVERY (2008)
 ES0060
 ES0060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 ES0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0059 ***********************************************************************
 ES0059  DESIGNATION -  JOSEPH CITY RM 1
 ES0059  PID         -  ES0059
 ES0059  STATE/COUNTY-  AZ/NAVAJO
 ES0059  USGS QUAD   -  JOSEPH CITY (1986)
 ES0059
 ES0059                         *CURRENT SURVEY CONTROL
 ES0059  ___________________________________________________________________
 ES0059* NAD 83(1986)-  34 57 32.     (N)    110 20 53.     (W)     SCALED    
 ES0059* NAVD 88     -      1528.774  (meters)    5015.65   (feet)  ADJUSTED  
 ES0059  ___________________________________________________________________
 ES0059  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0059  DYNAMIC HT  -        1526.721 (meters)    5008.92  (feet)  COMP
 ES0059  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 ES0059
 ES0059  VERT ORDER  -  SECOND    CLASS 0
 ES0059
 ES0059.The horizontal coordinates were scaled from a topographic map and have
 ES0059.an estimated accuracy of +/- 6 seconds.
 ES0059
 ES0059.The orthometric height was determined by differential leveling
 ES0059.and adjusted in June 1991.
 ES0059.WARNING-Repeat measurements at this control monument indicate possible
 ES0059.vertical movement.
 ES0059
 ES0059.The geoid height was determined by GEOID03.
 ES0059
 ES0059.The dynamic height is computed by dividing the NAVD 88
 ES0059.geopotential number by the normal gravity value computed on the
 ES0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0059.degrees latitude (g = 980.6199 gals.).
 ES0059
 ES0059.The modeled gravity was interpolated from observed gravity values.
 ES0059
 ES0059;                    North         East    Units  Estimated Accuracy
 ES0059;SPC AZ E     -   439,030.      196,800.      MT  (+/- 180 meters Scaled)
 ES0059
 ES0059                          SUPERSEDED SURVEY CONTROL
 ES0059
 ES0059  NGVD 29 (??/??/92) 1527.996  (m)         5013.10   (f) ADJ UNCH    2 0
 ES0059
 ES0059.Superseded values are not recommended for survey control.
 ES0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0059.See file dsdata.txt to determine how the superseded data were derived.
 ES0059
 ES0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD595686(NAD 83)
 ES0059_MARKER: DR = REFERENCE MARK DISK
 ES0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0059_STAMPING: JOSEPH NO 1 1959
 ES0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0059+STABILITY: SURFACE MOTION
 ES0059
 ES0059  HISTORY     - Date     Condition        Report By
 ES0059  HISTORY     - 1959     MONUMENTED       CGS
 ES0059  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0059
 ES0059                          STATION DESCRIPTION
 ES0059
 ES0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0059'0.75 MI NW FROM JOSEPH CITY.
 ES0059'0.4 MILE WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0059'CITY, THENCE WESTERLY ALONG OLD HIGHWAY 66, 78 FEET EAST OF THE
 ES0059'STATION, 43 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, 7 FEET NORTH
 ES0059'OF THE EAST-WEST FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 ES0059'POST THAT PROJECTS 3 INCHES.
 ES0059
 ES0059                          STATION RECOVERY (1983)
 ES0059
 ES0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0057 ***********************************************************************
 ES0057  DESIGNATION -  JOSEPH CITY RM 2
 ES0057  PID         -  ES0057
 ES0057  STATE/COUNTY-  AZ/NAVAJO
 ES0057  USGS QUAD   -  JOSEPH CITY (1986)
 ES0057
 ES0057                         *CURRENT SURVEY CONTROL
 ES0057  ___________________________________________________________________
 ES0057* NAD 83(1986)-  34 57 32.     (N)    110 20 53.     (W)     SCALED    
 ES0057* NAVD 88     -      1528.339  (meters)    5014.23   (feet)  ADJUSTED  
 ES0057  ___________________________________________________________________
 ES0057  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0057  DYNAMIC HT  -        1526.286 (meters)    5007.49  (feet)  COMP
 ES0057  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 ES0057
 ES0057  VERT ORDER  -  SECOND    CLASS 0
 ES0057
 ES0057.The horizontal coordinates were scaled from a topographic map and have
 ES0057.an estimated accuracy of +/- 6 seconds.
 ES0057
 ES0057.The orthometric height was determined by differential leveling
 ES0057.and adjusted in June 1991.
 ES0057.WARNING-Repeat measurements at this control monument indicate possible
 ES0057.vertical movement.
 ES0057
 ES0057.The geoid height was determined by GEOID03.
 ES0057
 ES0057.The dynamic height is computed by dividing the NAVD 88
 ES0057.geopotential number by the normal gravity value computed on the
 ES0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0057.degrees latitude (g = 980.6199 gals.).
 ES0057
 ES0057.The modeled gravity was interpolated from observed gravity values.
 ES0057
 ES0057;                    North         East    Units  Estimated Accuracy
 ES0057;SPC AZ E     -   439,030.      196,800.      MT  (+/- 180 meters Scaled)
 ES0057
 ES0057                          SUPERSEDED SURVEY CONTROL
 ES0057
 ES0057  NGVD 29 (??/??/92) 1527.613  (m)         5011.84   (f) ADJ UNCH    2 0
 ES0057
 ES0057.Superseded values are not recommended for survey control.
 ES0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0057.See file dsdata.txt to determine how the superseded data were derived.
 ES0057
 ES0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD595686(NAD 83)
 ES0057_MARKER: DR = REFERENCE MARK DISK
 ES0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0057_STAMPING: JOSEPH CITY NO 2 1959
 ES0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0057+STABILITY: SURFACE MOTION
 ES0057
 ES0057  HISTORY     - Date     Condition        Report By
 ES0057  HISTORY     - 1959     MONUMENTED       CGS
 ES0057  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0057
 ES0057                          STATION DESCRIPTION
 ES0057
 ES0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0057'0.75 MI NW FROM JOSEPH CITY.
 ES0057'0.4 MILE WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0057'CITY, THENCE WESTERLY ALONG OLD HIGHWAY 66, 79 FEET WEST OF THE
 ES0057'STATION, 40 FEET SOUTH OF OLD HIGHWAY 66, 10 FEET NORTH OF THE
 ES0057'EAST-WEST FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0057'PROJECTS 3 INCHES.
 ES0057
 ES0057                          STATION RECOVERY (1983)
 ES0057
 ES0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1036 ***********************************************************************
 ET1036  DESIGNATION -  JOSH
 ET1036  PID         -  ET1036
 ET1036  STATE/COUNTY-  AZ/YAVAPAI
 ET1036  USGS QUAD   -  DATE CREEK RANCH (1967)
 ET1036
 ET1036                         *CURRENT SURVEY CONTROL
 ET1036  ___________________________________________________________________
 ET1036* NAD 83(1992)-  34 14 21.46898(N)    113 04 46.12486(W)     ADJUSTED  
 ET1036* NAVD 88     -       918.2    (meters)    3012.     (feet)  VERTCON   
 ET1036  ___________________________________________________________________
 ET1036  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 ET1036  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 ET1036  HORZ ORDER  -  SECOND
 ET1036
 ET1036.The horizontal coordinates were established by classical geodetic methods
 ET1036.and adjusted by the National Geodetic Survey in August 1993.
 ET1036
 ET1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1036
 ET1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1036
 ET1036.The geoid height was determined by GEOID03.
 ET1036
 ET1036;                    North         East     Units Scale Factor Converg.
 ET1036;SPC AZ C     -   359,806.727   106,243.984   MT  1.00004139   -0 39 15.5
 ET1036;SPC AZ C     - 1,180,468.26    348,569.50   iFT  1.00004139   -0 39 15.5
 ET1036;SPC AZ W     -   359,410.439   275,128.087   MT  0.99998035   +0 22 38.2
 ET1036;SPC AZ W     - 1,179,168.11    902,651.20   iFT  0.99998035   +0 22 38.2
 ET1036;UTM  12      - 3,790,645.170   308,489.224   MT  1.00005211   -1 10 13.4
 ET1036
 ET1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1036!SPC AZ C     -   0.99986045  x   1.00004139  =   0.99990184
 ET1036!SPC AZ W     -   0.99986045  x   0.99998035  =   0.99984081
 ET1036!UTM  12      -   0.99986045  x   1.00005211  =   0.99991256
 ET1036
 ET1036|---------------------------------------------------------------------|
 ET1036| PID    Reference Object                     Distance      Geod. Az  |
 ET1036|                                                           dddmmss.s |
 ET1036| CH2585 JOSH RM 1                             9.390 METERS 02637     |
 ET1036| ET1035 LAVA                                APPROX. 9.4 KM 1392542.0 |
 ET1036| CH2586 JOSH RM 2                            11.248 METERS 27256     |
 ET1036|---------------------------------------------------------------------|
 ET1036
 ET1036                          SUPERSEDED SURVEY CONTROL
 ET1036
 ET1036  NAD 83(1986)-  34 14 21.46842(N)    113 04 46.12902(W) AD(       ) 2
 ET1036  NAD 27      -  34 14 21.38983(N)    113 04 43.43840(W) AD(       ) 2
 ET1036  NGVD 29 (07/19/86)  917.5    (m)         3010.     (f) VERT ANG    3  
 ET1036
 ET1036.Superseded values are not recommended for survey control.
 ET1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1036.See file dsdata.txt to determine how the superseded data were derived.
 ET1036
 ET1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0848990645(NAD 83)
 ET1036_MARKER: DD = SURVEY DISK
 ET1036_SETTING: 80 = SET IN A BOULDER
 ET1036
 ET1036  HISTORY     - Date     Condition        Report By
 ET1036  HISTORY     - 1966     MONUMENTED       USGS
 ET1036  HISTORY     - 1967     GOOD             USGS
 ET1036  HISTORY     - 1980     GOOD             AZDT
 ET1036
 ET1036                          STATION DESCRIPTION
 ET1036
 ET1036'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JRS)
 ET1036'LOCATED ABOUT 14.5 MI. (AIRLINE) NW. OF CONGRESS.  AOBUT 10 MI. SW.
 ET1036'OF THE TOWN OF DATE CREEK.  ABOUT 3 MI. NW. OF DATE CREEK RANCH.
 ET1036'ABOUT 0.2 MI. OFF THE HIGHWAY.  ON A ROUNDED TOP.
 ET1036'
 ET1036'TO REACH FROM WICKENBURG, GO N. ON U.S. 93 FOR 16.2 MI. TO THE
 ET1036'JUNCTION STATE HIGHWAY 71.  CONTINUE ON U.S. 93 FOR 11.2 MI. TO A
 ET1036'DIRT RD. INTERSECTION.  TURN LEFT AND GO THROUGH GATE, JUST BEYOND
 ET1036'GATE TAKE T-RD. LEFT FOR 0.15 MI. TO A RD. FORK.  TAKE RIGHT FORK
 ET1036'AND CONTINUE ON RD. ACROSS A POND DAM AND UP A HILL FOR 0.45 MI.
 ET1036'TO STATION.
 ET1036'
 ET1036'STATION MARK--STANDARD ALUMINUM TABLET STAMPED JOSH ET 1966 IN A
 ET1036'2 X 2 FT. BURIED BOULDER PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
 ET1036'
 ET1036'REFERENCE MARK NO. 1--STANDARD BRASS TABLET STAMPED NO 1 1966 IN
 ET1036'A 1-1/2 FT. X 1-1/2 FT. ROCK PROJECTING AOBUT 0.2 FT. ABOVE
 ET1036'GROUND.
 ET1036'
 ET1036'REFERENCE MARK NO. 2--STANDARD BRASS TABLET STAMPED NO 2 1966 IN
 ET1036'A 2 FT. X 2 FT. BURIED ROCK PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 ET1036
 ET1036                          STATION RECOVERY (1980)
 ET1036
 ET1036'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1036'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1036'DESCRIBED.  THE ROUTE TO THE STATION REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE5319 ***********************************************************************
 DE5319  DESIGNATION -  JROB
 DE5319  PID         -  DE5319
 DE5319  STATE/COUNTY-  AZ/YUMA
 DE5319  USGS QUAD   -  KOFA (1982)
 DE5319
 DE5319                         *CURRENT SURVEY CONTROL
 DE5319  ___________________________________________________________________
 DE5319* NAD 83(2007)-  32 56 24.80844(N)    113 42 11.56554(W)     ADJUSTED  
 DE5319* NAVD 88     -       159.7    (meters)     524.     (feet)  GPS OBS   
 DE5319  ___________________________________________________________________
 DE5319  EPOCH DATE  -        2007.00
 DE5319  X           -  -2,153,987.346 (meters)                     COMP
 DE5319  Y           -  -4,906,172.675 (meters)                     COMP
 DE5319  Z           -   3,448,466.101 (meters)                     COMP
 DE5319  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 DE5319  ELLIP HEIGHT-         127.199 (meters)          (02/10/07) ADJUSTED
 DE5319  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DE5319
 DE5319  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5319  Type    PID    Designation                      North   East  Ellip
 DE5319  -------------------------------------------------------------------
 DE5319  NETWORK DE5319 JROB                              0.71   1.53   4.25
 DE5319  -------------------------------------------------------------------
 DE5319
 DE5319.The horizontal coordinates were established by GPS observations
 DE5319.and adjusted by the National Geodetic Survey in February 2007.
 DE5319
 DE5319.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5319.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5319.The horizontal coordinates are valid at the epoch date displayed above.
 DE5319.The epoch date for horizontal control is a decimal equivalence
 DE5319.of Year/Month/Day.
 DE5319
 DE5319.The orthometric height was determined by GPS observations and a
 DE5319.high-resolution geoid model.
 DE5319
 DE5319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5319
 DE5319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5319
 DE5319.The ellipsoidal height was determined by GPS observations
 DE5319.and is referenced to NAD 83.
 DE5319
 DE5319.The geoid height was determined by GEOID03.
 DE5319
 DE5319;                    North         East     Units Scale Factor Converg.
 DE5319;SPC AZ W     -   215,131.018   217,735.083   MT  0.99993357   +0 01 31.6
 DE5319;SPC AZ W     -   705,810.43    714,353.95   iFT  0.99993357   +0 01 31.6
 DE5319;UTM  12      - 3,647,903.612   247,268.385   MT  1.00038764   -1 28 14.5
 DE5319
 DE5319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5319!SPC AZ W     -   0.99998003  x   0.99993357  =   0.99991360
 DE5319!UTM  12      -   0.99998003  x   1.00038764  =   1.00036766
 DE5319
 DE5319                          SUPERSEDED SURVEY CONTROL
 DE5319
 DE5319  NAD 83(1992)-  32 56 24.80747(N)    113 42 11.56593(W) AD(2000.35) B
 DE5319  ELLIP H (06/11/02)  127.182  (m)                       GP(       ) 3 2
 DE5319
 DE5319.Superseded values are not recommended for survey control.
 DE5319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5319.See file dsdata.txt to determine how the superseded data were derived.
 DE5319
 DE5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4726847904(NAD 83)
 DE5319_MARKER: DD = SURVEY DISK
 DE5319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5319_STAMPING: JROB 1990 GSG
 DE5319_MARK LOGO: DMA   
 DE5319_PROJECTION: FLUSH
 DE5319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5319+STABILITY: SURFACE MOTION
 DE5319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5319+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE5319
 DE5319  HISTORY     - Date     Condition        Report By
 DE5319  HISTORY     - UNK      MONUMENTED       DMA
 DE5319  HISTORY     - 20020529 SEE DESCRIPTION  USA
 DE5319
 DE5319                          STATION DESCRIPTION
 DE5319
 DE5319'DESCRIBED BY US ARMY 2002 (DHM)
 DE5319'THE STATION IS LOCATED NEAR TOWER 67 ON THE KOFA FIRING RANGE OF THE
 DE5319'U.S.
 DE5319'ARMY YUMA PROVING GROUND, APPROXIMATELY 20 MILES NORTHEAST OF YUMA,
 DE5319'ARIZONA.
 DE5319' 
 DE5319'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 95 AND
 DE5319'ABERDEEN ROAD, PROCEED EAST ON ABERDEEN, LEADING INTO THE ENTERANCE
 DE5319'OF THE YUMA PROVING GROUND'S KOFA FIRING RANGE.  CONTINUE ON ABERDEEN
 DE5319'ROAD FOR 1.5 MILES TO THE INTERSECTION OF ABERDEEN ROAD AND FIRING
 DE5319'FRONT
 DE5319'ROAD.  TURN RIGHT, SOUTH, ONTO FIRING FRONT ROAD AND GO 0.8 MILES TO
 DE5319'THE
 DE5319'INTERSECTION OF FIRING FRONT ROAD AND POLELINE ROAD.  TURN LEFT, EAST,
 DE5319'ONTO POWERLINE ROAD AND CONTINUE FOR 18.6 MILES TO WHERE THE ROAD
 DE5319'BECOMES A GRAVEL ROAD.  CONTINUE EAST ON POLELINE ROAD FOR 5.9 MILES
 DE5319'TO
 DE5319'THE INTERSECTION OF POWERLINE ROAD, WELLTON-KOFA ROAD, AND GROWL
 DE5319'ROAD.  CONTINUE EAST ON GROWL ROAD FOR 8.15 MILES TO A CURVE.  HERE,
 DE5319'GROWL ROAD BECOMES BECOMES KOFA-MOHAWK ROAD.  BEAR LEFT, NORTH,
 DE5319'AROUND THE CURVE AND GO 0.95 MILE NORTH ON KOFA-MOHAWK ROAD TO THE
 DE5319'INTERSECTION OF KOFA-MOHAWK ROAD, KLM ROAD, AND GROWL ROAD. TURN
 DE5319'RIGHT, EAST, ONTO GROWL ROAD AND CONTINUE FOR 5.80 MILES TO A T
 DE5319'INTERSECTION WITH AN ACCESS ROAD TO TOWER 67.  TURN LEFT,
 DE5319'NORTH-NORTHWEST, ONTO THE ACCESS ROAD AND GO 0.50 MILE TO A T
 DE5319'INTERSECTION WITH A ROAD LEADING TO TOWER 67.  TURN RIGHT,
 DE5319'EAST-NORTHEAST, AND GO 0.10 MILE, BYPASSING TOWER 67 HALFWAY, TO THE
 DE5319'STATION.
 DE5319' 
 DE5319'THE STATION MARK IS A STANDARD DEFENSE MAPPING AGENCY BRONZE DISK
 DE5319'STAMPED JROB 1990 9S9.  IT IS CENTERED IN THE TOP OF A 0.60 METER
 DE5319'SQUARE
 DE5319'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IN ON-LINE WITH
 DE5319'TOWER 66 (TO THE WEST)) AND THE TWO SOUTH LEGS OF TOWER 67.
 DE5319' 
 DE5319'NOTE - CLEARANCE MUST BE OBTAINED FROM KOFA RANGE CONTROL BEFORE
 DE5319'PROCEEDING ONTO POWERLINE ROAD.  A 4-WHEEL DRIVE VEHICLE MAY BE
 DE5319'REQUIRED AT THE STATION SITE BECAUSE OF FINE SAND IN THE IMMEDIATE
 DE5319'AREA.
 DE5319' 
 DE5319' 
 DE5319' 
 DE5319'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0979 ***********************************************************************
 CG0979  DESIGNATION -  JUAN
 CG0979  PID         -  CG0979
 CG0979  STATE/COUNTY-  AZ/COCHISE
 CG0979  USGS QUAD   -  MC GREW SPRING (1973)
 CG0979
 CG0979                         *CURRENT SURVEY CONTROL
 CG0979  ___________________________________________________________________
 CG0979* NAD 83(1992)-  31 52 12.79767(N)    110 16 58.60838(W)     ADJUSTED  
 CG0979* NAVD 88     -      1221.8    (meters)    4009.     (feet)  VERTCON   
 CG0979  ___________________________________________________________________
 CG0979  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CG0979  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0979  HORZ ORDER  -  THIRD
 CG0979
 CG0979.The horizontal coordinates were established by classical geodetic methods
 CG0979.and adjusted by the National Geodetic Survey in August 1993.
 CG0979
 CG0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0979
 CG0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0979
 CG0979.The geoid height was determined by GEOID03.
 CG0979
 CG0979;                    North         East     Units Scale Factor Converg.
 CG0979;SPC AZ E     -    96,483.788   202,357.976   MT  0.99990149   -0 03 41.0
 CG0979;SPC AZ E     -   316,547.86    663,904.12   iFT  0.99990149   -0 03 41.0
 CG0979;UTM  12      - 3,526,274.979   567,825.525   MT  0.99965673   +0 22 43.0
 CG0979
 CG0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0979!SPC AZ E     -   0.99981256  x   0.99990149  =   0.99971407
 CG0979!UTM  12      -   0.99981256  x   0.99965673  =   0.99946935
 CG0979
 CG0979|---------------------------------------------------------------------|
 CG0979| PID    Reference Object                     Distance      Geod. Az  |
 CG0979|                                                           dddmmss.s |
 CG0979| CC6765 JUAN RM 1                            16.018 METERS 05156     |
 CG0979| CC6764 JUAN AZ MK                                         1541705.1 |
 CG0979| CC6766 JUAN RM 2                            18.800 METERS 32141     |
 CG0979|---------------------------------------------------------------------|
 CG0979
 CG0979                          SUPERSEDED SURVEY CONTROL
 CG0979
 CG0979  NAD 83(1986)-  31 52 12.79166(N)    110 16 58.60430(W) AD(       ) 3
 CG0979  NAD 27      -  31 52 12.48000(N)    110 16 56.34300(W) AD(       ) 3
 CG0979  NGVD 29 (07/19/86) 1221.0    (m)         4006.     (f) VERT ANG    3  
 CG0979
 CG0979.Superseded values are not recommended for survey control.
 CG0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0979.See file dsdata.txt to determine how the superseded data were derived.
 CG0979
 CG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6782626275(NAD 83)
 CG0979_MARKER: DS = TRIANGULATION STATION DISK
 CG0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0979+STABILITY: SURFACE MOTION
 CG0979
 CG0979  HISTORY     - Date     Condition        Report By
 CG0979  HISTORY     - 1946     MONUMENTED       CGS
 CG0979  HISTORY     - 1986     GOOD             AZDT
 CG0979
 CG0979                          STATION DESCRIPTION
 CG0979
 CG0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0979'STATION IS LOCATED ABOUT 7 MILES, AIRLINE, SSE OF BENSON, ABOUT
 CG0979'4-1/2 MILES, AIRLINE, SW OF ST. DAVID, AND ABOUT 0.1 MILE NE
 CG0979'OF THE SAN JUAN SIDING ON THE SOUTHERN PACIFIC RAILROAD.  IT IS
 CG0979'NOT A PROMINENT POINT, BUT IS ON THE HIGHEST POINT OF A FLAT
 CG0979'ROLLING MESA.
 CG0979'
 CG0979'TO REACH THE STATION FROM ST. DAVID, PROCEED TOWARD BENSON ON
 CG0979'U.S. HIGHWAY 80 FOR 1.4 MILES TO A PAVED ROAD LEADING TO THE
 CG0979'LEFT AT A SIGN APACHE POWDER COMPANY.  THIS IS AT THE W END OF A
 CG0979'STEEL BRIDGE OVER THE SAN PEDRO RIVER AND JUST AFTER CROSSING A
 CG0979'RAILROAD TRACK.  TURN LEFT ON THE PAVED ROAD AND CONTINUE FOR 0.9
 CG0979'MILE TO A GRAVEL ROAD LEADING TO THE RIGHT.  THIS IS JUST AFTER
 CG0979'CROSSING A SMALL WOODEN BRIDGE.  TURN RIGHT AND CONTINUE FOR
 CG0979'0.6 MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE FOR 2.1
 CG0979'MILES TO THE STATION ON THE RIGHT.  THIS IS ABOUT 0.1 MILE
 CG0979'BEFORE REACHING A GATE ENTERING THE RAILROAD RIGHT-OF-WAY.
 CG0979'
 CG0979'THE STATION MARK IS A BRONZE STATION DISK, STAMPED JUAN 1946, AND
 CG0979'SET IN A 10-INCH-SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES.
 CG0979'IT IS ON THE HIGHEST POINT OF THE FLAT MESA, 81 FEET WNW OF THE
 CG0979'CENTER OF THE ROAD, 250 FEET N OF THE S GATEPOST, AND 12.1 FEET S
 CG0979'OF A WHITE WITNESS POST.  UNDERGROUND MARK IS A BRONZE STATION
 CG0979'DISK SET IN CONCRETE.
 CG0979'
 CG0979'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED JUAN NO 1 1946,
 CG0979'AND SET IN A CONCRETE POST 10 INCHES SQUARE PROJECTING ABOUT 3
 CG0979'INCHES.  IT IS NE OF THE STATION AND ABOUT LEVEL WITH IT.
 CG0979'
 CG0979'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED JUAN NO 2
 CG0979'1946, AND SET IN A CONCRETE POST 10 INCHES SQUARE PROJECTING ABOUT
 CG0979'1 INCH.  IT IS NW OF THE STATION AND ABOUT LEVEL WITH IT.
 CG0979'
 CG0979'AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED JUAN 1946, AND SET
 CG0979'IN A 10-INCH-SQUARE CONCRETE POST ABOUT FLUSH WITH THE SURROUNDING
 CG0979'GROUND.  IT IS ABOUT 1/2 MILE SE OF THE STATION, 19.5 FEET ENE OF
 CG0979'THE RIGHT-OF-WAY FENCE, AND 4.4 FEET ENE OF A WHITE WITNESS POST.
 CG0979'TO REACH THE MARK FROM THE STATION, CONTINUE TO THE GATE AT THE
 CG0979'ENTRANCE TO RIGHT-OF-WAY.  AT THIS POINT TURN LEFT ON A TRACK
 CG0979'LEADING S ALONG THE FENCE AND CONTINUE FOR 0.4 MILE TO THE MARK
 CG0979'WHICH IS TO THE RIGHT OF THE ROAD, THAT IS, BETWEEN THE ROAD
 CG0979'AND THE RIGHT-OF-WAY FENCE.
 CG0979
 CG0979                          STATION RECOVERY (1986)
 CG0979
 CG0979'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0979'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0979'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0979'
 CG0979'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL WEST AND
 CG0979'NORTH ALONG U.S. HIGHWAY 80 FOR 2.0 MILES TO THE APACHE POWDER PLANT
 CG0979'ROAD ON THE LEFT.  TURN LEFT FOR 1.35 MILES TO AN OLD PAVED ROAD ON
 CG0979'THE RIGHT.  TURN RIGHT CROSSING A CATTLE GUARD AND TRAVEL 0.55 MILE TO
 CG0979'A DIRT ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 2.95 MILE TO
 CG0979'A GAS LINE CROSS ROAD, CONTINUE AHEAD FOR 0.05 MILE TO THE STATION ON
 CG0979'THE RIGHT.
 CG0979'
 CG0979'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH FOR 0.1 MILE
 CG0979'TO A ROAD FORK.  TAKE THE LEFT FORK FOR 0.2 MILE TO THE MARK ON THE
 CG0979'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0771 ***********************************************************************
 DT0771  DESIGNATION -  JUAN
 DT0771  PID         -  DT0771
 DT0771  STATE/COUNTY-  AZ/GREENLEE
 DT0771  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0771
 DT0771                         *CURRENT SURVEY CONTROL
 DT0771  ___________________________________________________________________
 DT0771* NAD 83(1992)-  33 17 37.94724(N)    109 21 28.12406(W)     ADJUSTED  
 DT0771* NAVD 88     -      1913.0    (meters)    6276.     (feet)  VERTCON   
 DT0771  ___________________________________________________________________
 DT0771  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DT0771  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 DT0771  HORZ ORDER  -  SECOND
 DT0771
 DT0771.The horizontal coordinates were established by classical geodetic methods
 DT0771.and adjusted by the National Geodetic Survey in August 1993.
 DT0771
 DT0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0771
 DT0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0771
 DT0771.The geoid height was determined by GEOID03.
 DT0771
 DT0771;                    North         East     Units Scale Factor Converg.
 DT0771;SPC AZ E     -   254,632.915   288,691.929   MT  0.99996994   +0 26 38.5
 DT0771;SPC AZ E     -   835,409.83    947,152.00   iFT  0.99996994   +0 26 38.5
 DT0771;UTM  12      - 3,685,069.681   652,904.142   MT  0.99988826   +0 54 05.9
 DT0771
 DT0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0771!SPC AZ E     -   0.99970361  x   0.99996994  =   0.99967356
 DT0771!UTM  12      -   0.99970361  x   0.99988826  =   0.99959190
 DT0771
 DT0771|---------------------------------------------------------------------|
 DT0771| PID    Reference Object                     Distance      Geod. Az  |
 DT0771|                                                           dddmmss.s |
 DT0771| CD3064 JUAN RM 1                             8.500 METERS 15819     |
 DT0771| DT0764 GREY PK                             APPROX. 8.5 KM 2131133.6 |
 DT0771| CD3065 JUAN RM 2                             6.139 METERS 24242     |
 DT0771|---------------------------------------------------------------------|
 DT0771
 DT0771                          SUPERSEDED SURVEY CONTROL
 DT0771
 DT0771  NAD 83(1986)-  33 17 37.94381(N)    109 21 28.12347(W) AD(       ) 2
 DT0771  NAD 27      -  33 17 37.73014(N)    109 21 25.84622(W) AD(       ) 2
 DT0771  NGVD 29 (07/19/86) 1912.1    (m)         6273.     (f) VERT ANG    3  
 DT0771
 DT0771.Superseded values are not recommended for survey control.
 DT0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0771.See file dsdata.txt to determine how the superseded data were derived.
 DT0771
 DT0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5290485070(NAD 83)
 DT0771_MARKER: DD = SURVEY DISK
 DT0771_SETTING: 80 = SET IN A BOULDER
 DT0771_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DT0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0771+STABILITY: SURFACE MOTION
 DT0771
 DT0771  HISTORY     - Date     Condition        Report By
 DT0771  HISTORY     - 1978     MONUMENTED       AZDT
 DT0771
 DT0771                          STATION DESCRIPTION
 DT0771
 DT0771'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0771'THE STATION IS LOCATED ABOUT 16.5 MILES WEST-NORTHWEST OF CLIFTON
 DT0771'ON A ROCKY FLAT-TOPPED RIDGE ALONG NORTH SIDE OF U.S. HWY. 666.
 DT0771'
 DT0771'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED JUAN 1978 AND IS
 DT0771'EPOXIED IN A DRILL HOLE IN A BOULDER.  THE STATION IS 300 FEET NORTH
 DT0771'OF HWY. 666 CENTERLINE ON A ROCKY FLAT-TOPPED RIDGE AND IS MARKED
 DT0771'WITH A WITNESS SIGN AND POST 4.8 FEET EAST NORTHEAST OF STATION.
 DT0771'
 DT0771'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED JUAN RM 2
 DT0771'1978 AND IS EPOXIED TO A ROCK.
 DT0771'
 DT0771'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED JUAN RM 1
 DT0771'1978 AND IS EPOXIED TO A ROCK.
 DT0771'
 DT0771'TO REACH THE STATION FROM THE ADMINISTRATION BLDGE AT THE MORENCI
 DT0771'MINE ON U.S. HWY. 666 (MILE POST 168.6), TRAVEL NORTH ON HWY. 666
 DT0771'FOR 22.0 MILES TO MILE POST 190.66 AND THE STATION ON THE LEFT.  TO
 DT0771'REACH STATION, CONTINUE ON HWY. FOR 0.09 MILE AROUND CURVE IN
 DT0771'ROAD, TURN RIGHT AND DRIVE AS FAR AS POSSIBLE PAST BENCH MARK
 DT0771'N74.  FROM HERE PACK EAST ON RIDGE FOR ABOUT 500 FEET.  STATION
 DT0771'IS ON THE FLAT ABOUT 50 FEET SOUTH OF THE NORTH EDGE OF RIDGE.
 DT0771'
 DT0771'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0055 ***********************************************************************
 EU0055  DESIGNATION -  JUDD AZ MK
 EU0055  PID         -  EU0055
 EU0055  STATE/COUNTY-  AZ/MOHAVE
 EU0055  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0055
 EU0055                         *CURRENT SURVEY CONTROL
 EU0055  ___________________________________________________________________
 EU0055* NAD 83(1986)-  34 44 37.     (N)    114 14 13.     (W)     SCALED    
 EU0055* NAVD 88     -       370.97   (+/-2cm)    1217.1    (feet)  VERTCON   
 EU0055  ___________________________________________________________________
 EU0055  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EU0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0055
 EU0055.The horizontal coordinates were scaled from a topographic map and have
 EU0055.an estimated accuracy of +/- 6 seconds.
 EU0055
 EU0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0055.The vertical order pertains to the NGVD 29 superseded value.
 EU0055
 EU0055.The geoid height was determined by GEOID03.
 EU0055
 EU0055;                    North         East    Units  Estimated Accuracy
 EU0055;SPC AZ W     -   415,260.      168,770.      MT  (+/- 180 meters Scaled)
 EU0055
 EU0055                          SUPERSEDED SURVEY CONTROL
 EU0055
 EU0055  NGVD 29 (??/??/??)  370.280  (m)         1214.83   (f) ADJUSTED    2 0
 EU0055
 EU0055.Superseded values are not recommended for survey control.
 EU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0055.See file dsdata.txt to determine how the superseded data were derived.
 EU0055
 EU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU529480(NAD 83)
 EU0055_MARKER: DZ = AZIMUTH MARK DISK
 EU0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0055_SP_SET: BRIDGE GUARDRAIL
 EU0055_STAMPING: JEDD 1961
 EU0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0055
 EU0055  HISTORY     - Date     Condition        Report By
 EU0055  HISTORY     - 1961     MONUMENTED       CGS
 EU0055  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0055  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0055
 EU0055                          STATION DESCRIPTION
 EU0055
 EU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0055'11.6 MI SW FROM YUCCA.
 EU0055'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN
 EU0055'YUCCA, THENCE 11.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, SET
 EU0055'IN TOP OF A CONCRETE GUARD RAIL AT THE WEST END OF A 225 FOOT
 EU0055'CONCRETE BRIDGE OVER BUCK MOUNTAIN WASH, 15 FEET SOUTH-SOUTHWEST
 EU0055'OF THE CENTER OF U.S. HIGHWAY 66, AND ABOUT 3 FEET ABOVE THE
 EU0055'LEVEL OF THE HIGHWAY.
 EU0055
 EU0055                          STATION RECOVERY (1970)
 EU0055
 EU0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0055'MARK NOT FOUND.
 EU0055
 EU0055                          STATION RECOVERY (1981)
 EU0055
 EU0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0055'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1218 ***********************************************************************
 CY1218  DESIGNATION -  JUDIA
 CY1218  PID         -  CY1218
 CY1218  STATE/COUNTY-  AZ/GRAHAM
 CY1218  USGS QUAD   -  SAN JOSE (1985)
 CY1218
 CY1218                         *CURRENT SURVEY CONTROL
 CY1218  ___________________________________________________________________
 CY1218* NAD 83(1992)-  32 47 29.36195(N)    109 33 03.86098(W)     ADJUSTED  
 CY1218* NAVD 88     -       972.30   (+/-2cm)    3190.0    (feet)  VERTCON   
 CY1218  ___________________________________________________________________
 CY1218  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CY1218  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY1218  HORZ ORDER  -  SECOND
 CY1218  VERT ORDER  -  THIRD ? (See Below)
 CY1218
 CY1218.The horizontal coordinates were established by classical geodetic methods
 CY1218.and adjusted by the National Geodetic Survey in August 1993.
 CY1218
 CY1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1218.The vertical order pertains to the NGVD 29 superseded value.
 CY1218
 CY1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1218
 CY1218.The geoid height was determined by GEOID03.
 CY1218
 CY1218;                    North         East     Units Scale Factor Converg.
 CY1218;SPC AZ E     -   198,797.248   271,018.887   MT  0.99994098   +0 20 00.3
 CY1218;SPC AZ E     -   652,221.94    889,169.58   iFT  0.99994098   +0 20 00.3
 CY1218;UTM  12      - 3,629,101.051   635,676.271   MT  0.99982698   +0 47 05.4
 CY1218
 CY1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1218!SPC AZ E     -   0.99985156  x   0.99994098  =   0.99979255
 CY1218!UTM  12      -   0.99985156  x   0.99982698  =   0.99967856
 CY1218
 CY1218|---------------------------------------------------------------------|
 CY1218| PID    Reference Object                     Distance      Geod. Az  |
 CY1218|                                                           dddmmss.s |
 CY1218| CC6767 JUDIA RM 1                           12.201 METERS 12558     |
 CY1218| CY0717 WICK                                APPROX.15.1 KM 2675101.0 |
 CY1218| CC6768 JUDIA RM 2                           12.203 METERS 30518     |
 CY1218|---------------------------------------------------------------------|
 CY1218
 CY1218                          SUPERSEDED SURVEY CONTROL
 CY1218
 CY1218  NAD 83(1986)-  32 47 29.35659(N)    109 33 03.85798(W) AD(       ) 2
 CY1218  NAD 27      -  32 47 29.12049(N)    109 33 01.58506(W) AD(       ) 2
 CY1218  NGVD 29 (07/20/88)  971.69   (m)         3188.0    (f) LEVELING    3  
 CY1218
 CY1218.Superseded values are not recommended for survey control.
 CY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1218.See file dsdata.txt to determine how the superseded data were derived.
 CY1218
 CY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3567629101(NAD 83)
 CY1218_MARKER: DS = TRIANGULATION STATION DISK
 CY1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1218+STABILITY: SURFACE MOTION
 CY1218
 CY1218  HISTORY     - Date     Condition        Report By
 CY1218  HISTORY     - 1976     MONUMENTED       AZDT
 CY1218  HISTORY     - 1983     GOOD             AZDT
 CY1218  HISTORY     - 1985     GOOD             AZDT
 CY1218
 CY1218                          STATION DESCRIPTION
 CY1218
 CY1218'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1218'THE STATION IS ABOUT 10 MILES EAST SOUTHEAST OF SAFFORD AT THE
 CY1218'JUNCTION OF U.S. HWYS. 666 AND 70 IN THE HWY. RIGHT-OF-WAY.
 CY1218'
 CY1218'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED JUDIA 1976 AND
 CY1218'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.2
 CY1218'FEET.  STATION IS 173 FEET SOUTH OF U.S. HWY. 70 CENTERLINE,
 CY1218'IN LINE WITH U.S. HWY. 666 CENTERLINE, ABOUT 15 FEET NORTHEAST OF
 CY1218'RIGHT-OF-WAY FENCE AND MARKED BY A WITNESS POST AND SIGN 3 FEET
 CY1218'SOUTH.
 CY1218'
 CY1218'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED JUDIA RM
 CY1218'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1218'PROJECTING 0.4 FEET, INSIDE THE R/W FENCE.
 CY1218'
 CY1218'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED JUDIA RM 2
 CY1218'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST PROJECTING 0.4
 CY1218'FEET, INSIDE THE R/W FENCE.
 CY1218'
 CY1218'TO REACH THE STATION FROM SAFFORD, TRAVEL SOUTHEAST ON U.S. HWY. 70
 CY1218'FOR ABOUT 10 MILES TO THE STATION IN THE SOUTH R/W OF THE JUNCTION
 CY1218'OF U.S. 70 AND U.S. 666.
 CY1218'
 CY1218'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1218
 CY1218                          STATION RECOVERY (1983)
 CY1218
 CY1218'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1218'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 CY1218'AZDT IN 1976.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 CY1218
 CY1218                          STATION RECOVERY (1985)
 CY1218
 CY1218'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1218'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1976.
 CY1218'AN ERROR WAS FOUND IN THE TRANSFER OF ANGLES IN THE 1976 DESCRIPTION
 CY1218'TO REFERENCE MARK 2.
 CY1218'
 CY1218'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1218'U.S. HIGHWAY 70 FOR 10.7 MILES TO THE JUNCTION WITH U.S. HIGHWAY 666
 CY1218'AND THE STATION ON THE RIGHT.  THE STATION IS 173 FEET SOUTH OF THE
 CY1218'CENTER LINE OF U.S. 70, 15 FEET NORTH OF THE RIGHT OF WAY FENCE AND ON
 CY1218'THE PROLONGATION OF THE CENTER LINE OF U.S. 666.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0333 ***********************************************************************
 GQ0333  DESIGNATION -  JUMPUP
 GQ0333  PID         -  GQ0333
 GQ0333  STATE/COUNTY-  AZ/COCONINO
 GQ0333  USGS QUAD   -  JUMPUP POINT (1988)
 GQ0333
 GQ0333                         *CURRENT SURVEY CONTROL
 GQ0333  ___________________________________________________________________
 GQ0333* NAD 83(1992)-  36 33 50.89471(N)    112 36 29.83334(W)     ADJUSTED  
 GQ0333* NAVD 88     -      1726.1    (meters)    5663.     (feet)  VERTCON   
 GQ0333  ___________________________________________________________________
 GQ0333  LAPLACE CORR-           8.17  (seconds)                    DEFLEC99
 GQ0333  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GQ0333  HORZ ORDER  -  SECOND
 GQ0333
 GQ0333.The horizontal coordinates were established by classical geodetic methods
 GQ0333.and adjusted by the National Geodetic Survey in August 1993.
 GQ0333
 GQ0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0333
 GQ0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0333
 GQ0333.The geoid height was determined by GEOID03.
 GQ0333
 GQ0333;                    North         East     Units Scale Factor Converg.
 GQ0333;SPC AZ C     -   617,328.300   151,453.862   MT  0.99994720   -0 24 43.3
 GQ0333;SPC AZ C     - 2,025,355.31    496,895.87   iFT  0.99994720   -0 24 43.3
 GQ0333;UTM  12      - 4,047,725.959   356,082.769   MT  0.99985518   -0 57 29.7
 GQ0333
 GQ0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0333!SPC AZ C     -   0.99973276  x   0.99994720  =   0.99967997
 GQ0333!UTM  12      -   0.99973276  x   0.99985518  =   0.99958798
 GQ0333
 GQ0333:                Primary Azimuth Mark                     Grid Az
 GQ0333:SPC AZ C     -  JUMPUP AZ MK                             138 28 12.3
 GQ0333:UTM  12      -  JUMPUP AZ MK                             139 00 58.7
 GQ0333
 GQ0333|---------------------------------------------------------------------|
 GQ0333| PID    Reference Object                     Distance      Geod. Az  |
 GQ0333|                                                           dddmmss.s |
 GQ0333| CH2587 JUMPUP AZ MK                                       1380329.0 |
 GQ0333| CH2589 JUMPUP RM 2                           8.485 METERS 25701     |
 GQ0333| CH2588 JUMPUP RM 1                           4.942 METERS 35432     |
 GQ0333|---------------------------------------------------------------------|
 GQ0333
 GQ0333                          SUPERSEDED SURVEY CONTROL
 GQ0333
 GQ0333  NAD 83(1986)-  36 33 50.88811(N)    112 36 29.83046(W) AD(       ) 2
 GQ0333  NAD 27      -  36 33 50.93800(N)    112 36 27.14300(W) AD(       ) 2
 GQ0333  NGVD 29 (07/19/86) 1725.2    (m)         5660.     (f) VERT ANG    3  
 GQ0333
 GQ0333.Superseded values are not recommended for survey control.
 GQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0333.See file dsdata.txt to determine how the superseded data were derived.
 GQ0333
 GQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5608347726(NAD 83)
 GQ0333_MARKER: DS = TRIANGULATION STATION DISK
 GQ0333_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0333_SP_SET: SET IN A ROCK LEDGE
 GQ0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0333+STABILITY: POSITION/ELEVATION WELL
 GQ0333
 GQ0333  HISTORY     - Date     Condition        Report By
 GQ0333  HISTORY     - 1933     MONUMENTED       USGS
 GQ0333  HISTORY     - 1953     GOOD             USGS
 GQ0333  HISTORY     - 1956     GOOD             USGS
 GQ0333
 GQ0333                          STATION DESCRIPTION
 GQ0333
 GQ0333'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0333'LOCATED ABOUT 1.5 MI S. AND 3.5 MI W. OF JUMPUP RANGER STATION,
 GQ0333'3.5 MI N. OF JUMPUP POINT, ABOUT 2 MI NE. OF JCT. OF KANAB CREEK
 GQ0333'AND HACKS CANYON.  ON EAST RIM OF KANAB CANYON, ON NORTH RIM OF
 GQ0333'SHORT SIDE CANYON, 10 FT. N. OF ROCK BLUFF.  POINT OF RIDGE RISES
 GQ0333'TO PROMINENT, ROCKY KNOLL AT END AND IS SPARSELY-TIMBERED.
 GQ0333'
 GQ0333'TO REACH FROM JUMPUP RANGER STATION, GO ABOUT 5 MI N. ON
 GQ0333'RYAN-JUMPUP FOREST SERVICE RD. TO SIGN READING LITTLE SPRINGS PT.
 GQ0333'FOLLOW DIM RD. 1.4 MI SW. TO WHERE RD. TURNS W. DOWN RIDGE,
 GQ0333'CONTINUE ALONG MAIN DIVIDE WEST SIDE OF JUMPUP CANYON ABOUT 6 MI
 GQ0333'SW.  FOLLOW MAIN RIDGE W. LEADING TO POINT ABOVE KANAB CANYON.
 GQ0333'
 GQ0333'STATION MARK--STANDARD TABLET STAMPED---JUMPUP 1933---, CEMENTED IN
 GQ0333'SOLID ROCK LEDGE.
 GQ0333'
 GQ0333'RM 1--1-INCH DRILL HOLE SURROUNDED BY TRIANGLE CUT IN ROCK.
 GQ0333'
 GQ0333'RM 2--1-INCH DRILL HOLE SURROUNDED BY TRIANGLE CUT IN ROCK.
 GQ0333
 GQ0333                          STATION RECOVERY (1953)
 GQ0333
 GQ0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0333'THE STATION IS LOCATED ABOUT 3.5 MILES WEST AND 1.5 MILES
 GQ0333'SOUTH OF THE JUMPUP RANGER STATION.  IT IS ON THE EAST RIM OF
 GQ0333'KANAB CANYON, ABOUT 2 MILES NORTHEAST OF THE JUNCTION OF
 GQ0333'KANAB AND HACKS CANYONS AND ON THE NORTH RIM OF A SHORT, SIDE
 GQ0333'CANYON.  THE STATION IS ON A BARE, SQUARE-SHAPED BUTTE AT THE
 GQ0333'WEST END OF AN EAST-WEST RIDGE.  THIS BUTTE IS THE HIGHEST
 GQ0333'POINT IN THE VICINITY.
 GQ0333'
 GQ0333'TO REACH FROM THE ARIZONA CHECKING STATION AT THE SOUTH EDGE
 GQ0333'OF FREDONIA, GO IN A SOUTHEASTERLY DIRECTION ON U.S. HIGHWAY
 GQ0333'89 FOR 1.3 MILES TO A FORK AND A LARGE MILL ON THE RIGHT.
 GQ0333'TAKE THE RIGHT FORK AS PER SIGN BIG SPRINGS AND GO FOR 20.6
 GQ0333'MILES TO RYAN.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 1.7
 GQ0333'MILES TO A FORK.  TURN RIGHT AND GO WEST FOR 1.3 MILES TO
 GQ0333'A FORK AND SIGN SLIDE-JUMPUP-PINE-FLAT-BIG SADDLE.  TAKE THE
 GQ0333'LEFT FORK UP HILL FOR 1.8 MILES TO A T-FORKS.  TURN RIGHT AS
 GQ0333'PER SIGN JUMPUP AND GO 1.1 MILES TO A FORK AND SIGN TABLE
 GQ0333'ROCK-SLIDE.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR
 GQ0333'2.4 MILES TO A FORK.  KEEP LEFT AND GO 0.6 MILE TO A T-FORK
 GQ0333'AND SIGN WILLOW POINT.  KEEP LEFT STRAIGHT AHEAD FOR 0.7
 GQ0333'MILE TO A Y-FORK AND SIGN BUCK HORN POINT.  KEEP LEFT
 GQ0333'AND GO SOUTH FOR 2.0 MILES TO A FORK AND SIGN SLIDE
 GQ0333'TANK-JUMPUP.  KEEP LEFT FOR 100 YARDS TO SLIDE TANK AND
 GQ0333'CORRALS.  PASS AROUND THE LEFT SIDE OF THE CORRALS AND
 GQ0333'CONTINUE SOUTH DOWN THE DRAW FOR 4.9 MILES TO CROSSROADS.
 GQ0333'BEAR SLIGHTLY RIGHT AND THEN LEFT AND CONTINUE SOUTH AS
 GQ0333'PER SIGN JUMPUP POINT FOR 1.2 MILES TO A FORK.  GO
 GQ0333'STRAIGHT AHEAD AS PER SIGN JUMPUP POINT FOR 0.3 MILE TO AN
 GQ0333'OLD CORRAL.  PASS CORRAL ON THE RIGHT AND CONTINUE SOUTH
 GQ0333'FOR 3.7 MILES TO A FORK.  KEEP LEFT FORK STRAIGHT
 GQ0333'AHEAD SOUTH FOR 2.0 MILES INTO A SMALL SADDLE WITH THREE
 GQ0333'TREES ON THE RIGHT.  THE MIDDLE TREE IS MARKED WITH A
 GQ0333'TRIANGLE BLAZE.  FROM THIS POINT DRIVE NORTH DOWN THROUGH A
 GQ0333'DRAW, THEN UP ONTO A RIDGE.  TURN LEFT AND FOLLOW THE RIDGE
 GQ0333'WEST TO THE HIGHEST POINT AND STATION.
 GQ0333'
 GQ0333'THE STATION IS A U.S.G.S. BENCH MARK STAMPED JUMPUP 1933.
 GQ0333'IT IS CEMENTED IN A DRILL HOLE IN A 5 FT X 5 FT EXPOSED SLAB
 GQ0333'OF BEDROCK WHICH PROJECTS 3 INCHES.  IT IS 15 FEET NORTHWEST
 GQ0333'OF A CANYON RIM AND 12 FEET SOUTH-SOUTHWEST OF A JUNIPER TREE.
 GQ0333'
 GQ0333'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JUMPUP USGS NO 1
 GQ0333'1953.  IT IS CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH
 GQ0333'PROJECTS 3 INCHES.
 GQ0333'
 GQ0333'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JUMPUP USGS NO 2
 GQ0333'1953.  IT IS CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH
 GQ0333'IS FLUSH.
 GQ0333'
 GQ0333'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JUMPUP USGS 1953.
 GQ0333'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0333'IT IS 200 FEET EAST OF A DIM TRACK ROAD, 25 FEET WEST OF A
 GQ0333'DEEP CANYON RIM AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 GQ0333'TO REACH FROM THE SADDLE AND THE BLAZED TREE CONTINUE STRAIGHT
 GQ0333'AHEAD FOR 0.3 MILE TO WHERE THE ROAD BENDS TO THE RIGHT.
 GQ0333'HERE TURN LEFT OFF THE ROAD AND TO THE MARK AS DESCRIBED.
 GQ0333
 GQ0333                          STATION RECOVERY (1956)
 GQ0333
 GQ0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0952 ***********************************************************************
 ET0952  DESIGNATION -  JUNCTION
 ET0952  PID         -  ET0952
 ET0952  STATE/COUNTY-  AZ/YAVAPAI
 ET0952  USGS QUAD   -  PEEPLES VALLEY (1969)
 ET0952
 ET0952                         *CURRENT SURVEY CONTROL
 ET0952  ___________________________________________________________________
 ET0952* NAD 83(1992)-  34 22 20.41245(N)    112 39 48.36254(W)     ADJUSTED  
 ET0952* NAVD 88     -      1260.4    (meters)    4135.     (feet)  VERTCON   
 ET0952  ___________________________________________________________________
 ET0952  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 ET0952  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 ET0952  HORZ ORDER  -  SECOND
 ET0952
 ET0952.The horizontal coordinates were established by classical geodetic methods
 ET0952.and adjusted by the National Geodetic Survey in August 1993.
 ET0952
 ET0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0952
 ET0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0952
 ET0952.The geoid height was determined by GEOID03.
 ET0952
 ET0952;                    North         East     Units Scale Factor Converg.
 ET0952;SPC AZ C     -   374,204.158   144,678.680   MT  0.99995813   -0 25 17.8
 ET0952;SPC AZ C     - 1,227,703.93    474,667.59   iFT  0.99995813   -0 25 17.8
 ET0952;UTM  12      - 3,804,694.882   347,051.095   MT  0.99988836   -0 56 21.5
 ET0952
 ET0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0952!SPC AZ C     -   0.99980651  x   0.99995813  =   0.99976465
 ET0952!UTM  12      -   0.99980651  x   0.99988836  =   0.99969490
 ET0952
 ET0952|---------------------------------------------------------------------|
 ET0952| PID    Reference Object                     Distance      Geod. Az  |
 ET0952|                                                           dddmmss.s |
 ET0952| CH2592 JUNCTION RM 1                        12.383 METERS 02935     |
 ET0952| ET0956 SHEPPARD                            APPROX. 2.6 KM 0442103.2 |
 ET0952| CH2593 JUNCTION RM 2                        12.376 METERS 20947     |
 ET0952|---------------------------------------------------------------------|
 ET0952
 ET0952                          SUPERSEDED SURVEY CONTROL
 ET0952
 ET0952  NAD 83(1986)-  34 22 20.41148(N)    112 39 48.36341(W) AD(       ) 2
 ET0952  NAD 27      -  34 22 20.32748(N)    112 39 45.73835(W) AD(       ) 2
 ET0952  NGVD 29 (07/19/86) 1259.6    (m)         4133.     (f) VERT ANG    3  
 ET0952
 ET0952.Superseded values are not recommended for survey control.
 ET0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0952.See file dsdata.txt to determine how the superseded data were derived.
 ET0952
 ET0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4705104695(NAD 83)
 ET0952_MARKER: DD = SURVEY DISK
 ET0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0952+STABILITY: SURFACE MOTION
 ET0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0952+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 ET0952
 ET0952  HISTORY     - Date     Condition        Report By
 ET0952  HISTORY     - 1980     MONUMENTED       AZDT
 ET0952  HISTORY     - 20050814 GOOD             USPSQD
 ET0952
 ET0952                          STATION DESCRIPTION
 ET0952
 ET0952'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0952'THE STATION IS LOCATED 11 MILES NORTHEAST OF YARNELL AT KIRTLAND
 ET0952'JUNCTION ALONG THE EAST RIGHT OF WAY OF US HIGHWAY 89.
 ET0952'
 ET0952'THE STATION MARK IS AN ADOT DISK STAMPED JUNCTION 1980.  IT IS SET IN
 ET0952'TOP OF A CONCRETE MONUMENT 2.4 FEET WEST OF THE WITNESS POST AND ABOUT
 ET0952'500 FEET NORTH OF THE STORE IN KIRTLAND JUNCTION.
 ET0952'
 ET0952'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, JUNCTION RM 1 1980.  IT IS
 ET0952'SET IN TOP OF A CONCRETE MONUMENT.
 ET0952'
 ET0952'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, JUNCTION RM 2 1980.  IT IS
 ET0952'SET IN TOP OF A CONCRETE MONUMENT.
 ET0952'
 ET0952'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL TRAVEL NORTH ON
 ET0952'US HIGHWAY 89 FOR 12.15 MILES TO THE STORE IN KIRTLAND JUNCTION.
 ET0952'CONTINUE NORTH FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ET0952
 ET0952                          STATION RECOVERY (2005)
 ET0952
 ET0952'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0852 ***********************************************************************
 FR0852  DESIGNATION -  JUNCTION
 FR0852  PID         -  FR0852
 FR0852  STATE/COUNTY-  AZ/COCONINO
 FR0852  USGS QUAD   -  VALLE TANK (1989)
 FR0852
 FR0852                         *CURRENT SURVEY CONTROL
 FR0852  ___________________________________________________________________
 FR0852* NAD 83(1992)-  35 38 48.45171(N)    112 08 26.41773(W)     ADJUSTED  
 FR0852* NAVD 88     -      1829.3    (meters)    6002.     (feet)  VERTCON   
 FR0852  ___________________________________________________________________
 FR0852  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 FR0852  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FR0852  HORZ ORDER  -  SECOND
 FR0852
 FR0852.The horizontal coordinates were established by classical geodetic methods
 FR0852.and adjusted by the National Geodetic Survey in August 1993.
 FR0852
 FR0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0852
 FR0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0852
 FR0852.The geoid height was determined by GEOID03.
 FR0852
 FR0852;                    North         East     Units Scale Factor Converg.
 FR0852;SPC AZ C     -   515,349.482   193,075.224   MT  0.99990507   -0 07 50.0
 FR0852;SPC AZ C     - 1,690,779.14    633,448.90   iFT  0.99990507   -0 07 50.0
 FR0852;UTM  12      - 3,945,372.799   396,735.302   MT  0.99973140   -0 39 53.4
 FR0852
 FR0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0852!SPC AZ C     -   0.99971663  x   0.99990507  =   0.99962172
 FR0852!UTM  12      -   0.99971663  x   0.99973140  =   0.99944810
 FR0852
 FR0852|---------------------------------------------------------------------|
 FR0852| PID    Reference Object                     Distance      Geod. Az  |
 FR0852|                                                           dddmmss.s |
 FR0852| CH2591 JUNCTION RM 2                        12.939 METERS 00314     |
 FR0852| FR0851 MILLER                              APPROX. 7.3 KM 0061755.9 |
 FR0852| CH2590 JUNCTION RM 1                        13.358 METERS 18643     |
 FR0852|---------------------------------------------------------------------|
 FR0852
 FR0852                          SUPERSEDED SURVEY CONTROL
 FR0852
 FR0852  NAD 83(1986)-  35 38 48.44972(N)    112 08 26.41399(W) AD(       ) 2
 FR0852  NAD 27      -  35 38 48.46299(N)    112 08 23.82226(W) AD(       ) 2
 FR0852  NGVD 29 (07/19/86) 1828.4    (m)         5999.     (f) VERT ANG    3  
 FR0852
 FR0852.Superseded values are not recommended for survey control.
 FR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0852.See file dsdata.txt to determine how the superseded data were derived.
 FR0852
 FR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9673545373(NAD 83)
 FR0852_MARKER: DD = SURVEY DISK
 FR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0852+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0852
 FR0852  HISTORY     - Date     Condition        Report By
 FR0852  HISTORY     - 1975     MONUMENTED       AZDT
 FR0852  HISTORY     - 20000715 GOOD             AZDT
 FR0852
 FR0852                          STATION DESCRIPTION
 FR0852
 FR0852'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0852'THE STATION IS LOCATED ABOUT 28.2 MILES NORTH OF WILLIAMS ALONG
 FR0852'STATE ROUTE 64 IN THE WEST RIGHT-OF-WAY.
 FR0852'
 FR0852'THE STATION IS A ADOT HWY. DIVISION DISK STAMPED JUNCTION 1975
 FR0852'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 FR0852'IS 0.4 MILE SOUTH OF JUNCTION WITH U.S. HWY 180, 144 FEET WEST
 FR0852'OF STATE ROUTE 64 CENTERLINE, 13.5 FEET EAST OF RIGHT-OF-WAY
 FR0852'FENCE LINE AND 3 FEET EAST OF WITNESS POST AND SIGN.
 FR0852'
 FR0852'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED JUNCTION RM
 FR0852'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FR0852'PROJECTING 0.4 FEET.  THE MARK IS 156 FEET WEST OF CENTERLINE OF
 FR0852'HWY. AND 13.2 FEET EAST OF RIGHT-OF-WAY FENCE.
 FR0852'
 FR0852'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED JUNCTION
 FR0852'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FR0852'PROJECTING 0.6 FEET.
 FR0852'
 FR0852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND STATE
 FR0852'ROUTE 64 (2 MILES EAST OF WILLIAMS), TRAVEL NORTH ON STATE ROUTE
 FR0852'64 TO MILE POST 213.1 AND THE STATION ON THE LEFT.  (WEST).
 FR0852'
 FR0852'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0852
 FR0852                          STATION RECOVERY (2000)
 FR0852
 FR0852'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1091 ***********************************************************************
 CY1091  DESIGNATION -  JUNCTION
 CY1091  PID         -  CY1091
 CY1091  STATE/COUNTY-  AZ/GREENLEE
 CY1091  USGS QUAD   -  YORK (1986)
 CY1091
 CY1091                         *CURRENT SURVEY CONTROL
 CY1091  ___________________________________________________________________
 CY1091* NAD 83(1992)-  32 58 08.63620(N)    109 12 32.10242(W)     ADJUSTED  
 CY1091* NAVD 88     -      1161.2    (meters)    3810.     (feet)  VERTCON   
 CY1091  ___________________________________________________________________
 CY1091  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 CY1091  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CY1091  HORZ ORDER  -  SECOND
 CY1091
 CY1091.The horizontal coordinates were established by classical geodetic methods
 CY1091.and adjusted by the National Geodetic Survey in August 1993.
 CY1091
 CY1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1091
 CY1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1091
 CY1091.The geoid height was determined by GEOID03.
 CY1091
 CY1091;                    North         East     Units Scale Factor Converg.
 CY1091;SPC AZ E     -   218,728.357   302,888.735   MT  0.99999880   +0 31 16.4
 CY1091;SPC AZ E     -   717,612.72    993,729.45   iFT  0.99999880   +0 31 16.4
 CY1091;UTM  12      - 3,649,281.573   667,385.046   MT  0.99994547   +0 58 29.7
 CY1091
 CY1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1091!SPC AZ E     -   0.99982175  x   0.99999880  =   0.99982055
 CY1091!UTM  12      -   0.99982175  x   0.99994547  =   0.99976723
 CY1091
 CY1091:                Primary Azimuth Mark                     Grid Az
 CY1091:SPC AZ E     -  SIDE                                     214 10 21.3
 CY1091:UTM  12      -  SIDE                                     213 43 08.0
 CY1091
 CY1091|---------------------------------------------------------------------|
 CY1091| PID    Reference Object                     Distance      Geod. Az  |
 CY1091|                                                           dddmmss.s |
 CY1091| CY1088 SIDE                                APPROX. 2.8 KM 2144137.7 |
 CY1091|---------------------------------------------------------------------|
 CY1091
 CY1091                          SUPERSEDED SURVEY CONTROL
 CY1091
 CY1091  NAD 83(1986)-  32 58 08.63225(N)    109 12 32.09998(W) AD(       ) 2
 CY1091  NAD 27      -  32 58 08.39819(N)    109 12 29.85862(W) AD(       ) 2
 CY1091  NGVD 29 (07/19/86) 1160.5    (m)         3807.     (f) VERT ANG    3  
 CY1091
 CY1091.Superseded values are not recommended for survey control.
 CY1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1091.See file dsdata.txt to determine how the superseded data were derived.
 CY1091
 CY1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6738549282(NAD 83)
 CY1091_MARKER: DD = SURVEY DISK
 CY1091_SETTING: 0 = UNSPECIFIED SETTING
 CY1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1091+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY1091
 CY1091  HISTORY     - Date     Condition        Report By
 CY1091  HISTORY     - 1976     MONUMENTED       DI
 CY1091  HISTORY     - 20061020 GOOD             GEOCAC
 CY1091
 CY1091                          STATION DESCRIPTION
 CY1091
 CY1091'DESCRIBED BY US DEPARTMENT OF INTERIOR 1976 (TT)
 CY1091'NO REFERENCE MARKS
 CY1091'
 CY1091'THE STATION IS ABOUT 8 MILES SOUTHEAST OF CLIFTON, 2 MILES
 CY1091'EAST NORTHEAST OF JUNCTION WITH U.S. HWY 666 AND STATEY HWYS. 78
 CY1091'AND 75.
 CY1091'
 CY1091'THE STATION IS A U.S. SOIL EROSION DISK STAMPED JUNCTION 1935
 CY1091'AND IS SET IN A CONCRETE MONUMENT PROJECTING 0.2 FEET.  THE STATION
 CY1091'IS 175 FEET NORTHWEST OF A T INTERSECTION, OLD HWY. 75 AND OLD
 CY1091'DIRT ROAD TO SOUTH, AND 75 FEET WEST OF A SMALL TRIANGULAR
 CY1091'BARBED WIRE CORRAL.
 CY1091'
 CY1091'TO REACH THE STATION FROM THE JUNCTION OF U.S. 666 AND STATE
 CY1091'HWY. 78 AND 75 SOUTH OF CLIFTON, GO EAST ON HWY. 78 FOR 1.9 MILES
 CY1091'TO LEFT FORK (OLD ROAD), CONTINUE ON LEFT FORK FOR ABOUT 0.2
 CY1091'MILE TO AN OLD T INTERSECTION AND END OF CAR TRAVEL.  STATION IS
 CY1091'175 FEET NORTHWEST AND ACROSS WIRE FENCE.
 CY1091'
 CY1091'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1091
 CY1091                          STATION RECOVERY (2006)
 CY1091
 CY1091'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1091'RECOVERED STATION IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 CY1091'UPDATE TO THE DESCRIPTION   IT APPEARS THAT SOME OF THE CONCRETE
 CY1091'MONUMENT HAS BEEN CHISELED AWAY BUT THE DISC DOES NOT APPEAR TO HAVE
 CY1091'BEEN AFFECTED, AND THE STATION IS LOCATED WEST OF A WITNESS POST.
 CY1091' 
 CY1091'UPDATE TO THE TO REACH DESCRIPTION   U.S. 666 IS NOW U.S. 191, AND THE
 CY1091'LEFT FORK IS A DIRT ROAD WHICH IS WARDS CANYON ROAD WHICH HAS A CATTLE
 CY1091'GUARD JUST AFTER THE TURN OFF FROM HWY. 78.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1891 ***********************************************************************
 CZ1891  DESIGNATION -  JUNCTION
 CZ1891  PID         -  CZ1891
 CZ1891  STATE/COUNTY-  AZ/PINAL
 CZ1891  USGS QUAD   -  MAMMOTH (1972)
 CZ1891
 CZ1891                         *CURRENT SURVEY CONTROL
 CZ1891  ___________________________________________________________________
 CZ1891* NAD 83(1992)-  32 39 42.91244(N)    110 41 01.41106(W)     ADJUSTED  
 CZ1891* NAVD 88     -      1047.8    (meters)    3438.     (feet)  VERTCON   
 CZ1891  ___________________________________________________________________
 CZ1891  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CZ1891  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CZ1891  HORZ ORDER  -  SECOND
 CZ1891
 CZ1891.The horizontal coordinates were established by classical geodetic methods
 CZ1891.and adjusted by the National Geodetic Survey in August 1993.
 CZ1891
 CZ1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1891
 CZ1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1891
 CZ1891.The geoid height was determined by GEOID03.
 CZ1891
 CZ1891;                    North         East     Units Scale Factor Converg.
 CZ1891;SPC AZ C     -   184,933.357   329,011.952   MT  1.00006488   +0 39 55.7
 CZ1891;SPC AZ C     -   606,736.74  1,079,435.54   iFT  1.00006488   +0 39 55.7
 CZ1891;UTM  12      - 3,613,852.567   529,657.293   MT  0.99961085   +0 10 14.5
 CZ1891
 CZ1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1891!SPC AZ C     -   0.99983993  x   1.00006488  =   0.99990480
 CZ1891!UTM  12      -   0.99983993  x   0.99961085  =   0.99945085
 CZ1891
 CZ1891|---------------------------------------------------------------------|
 CZ1891| PID    Reference Object                     Distance      Geod. Az  |
 CZ1891|                                                           dddmmss.s |
 CZ1891| CC6772 JUNCTION RM 2                        17.670 METERS 17740     |
 CZ1891| CZ1892 HIGHWAY                             APPROX. 5.4 KM 2402635.6 |
 CZ1891| CC6771 JUNCTION RM 1                        11.655 METERS 35742     |
 CZ1891|---------------------------------------------------------------------|
 CZ1891
 CZ1891                          SUPERSEDED SURVEY CONTROL
 CZ1891
 CZ1891  NAD 83(1986)-  32 39 42.91000(N)    110 41 01.40666(W) AD(       ) 2
 CZ1891  NAD 27      -  32 39 42.66161(N)    110 40 59.04911(W) AD(       ) 2
 CZ1891  NGVD 29 (07/19/86) 1047.1    (m)         3435.     (f) VERT ANG    3  
 CZ1891
 CZ1891.Superseded values are not recommended for survey control.
 CZ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1891.See file dsdata.txt to determine how the superseded data were derived.
 CZ1891
 CZ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2965713853(NAD 83)
 CZ1891_MARKER: DD = SURVEY DISK
 CZ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1891
 CZ1891  HISTORY     - Date     Condition        Report By
 CZ1891  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1891
 CZ1891                          STATION DESCRIPTION
 CZ1891
 CZ1891'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1891'THE STATION IS ABOUT 4.75 MILES SOUTHWEST OF MAMMOTH AND 5
 CZ1891'MILES NORTHWEST OF SAN MANUEL AT THE JUNCTION OF ARIZONA HWY. 77
 CZ1891'AND 76.
 CZ1891'
 CZ1891'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED JUNCTION 1977
 CZ1891'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 CZ1891'WITNESS POST AND SIGN 3.4 FEET TO SOUTHWEST.
 CZ1891'
 CZ1891'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED JUNCTION
 CZ1891'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1891'PROJECTING 0.3 FEET.
 CZ1891'
 CZ1891'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED JUNCTION
 CZ1891'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1891'PROJECTING 0.4 FEET.
 CZ1891'
 CZ1891'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 CZ1891'76, 5 MILES SOUTHWEST OF MAMMOTH, GO SOUTH ON HWY. 76 FOR 0.45
 CZ1891'MILE TO A CHAIN GATE ON RIGHT, PASS THROUGH GATE AND FOLLOW MAIN
 CZ1891'TRAVELED TRAIL FOR 0.3 MILE TO TOP OF RIDGE WHERE TRAIL MAKES A
 CZ1891'SHARP LEFT TURN, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO STATION
 CZ1891'WHICH IS ABOUT 500 FEET SOUTHWEST OF THE JUNCTION OF HWY. 77-76
 CZ1891'AND ON THE NOSE OF A RIDGE.
 CZ1891'
 CZ1891'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2112 ***********************************************************************
 DU2112  DESIGNATION -  JUNCTION
 DU2112  PID         -  DU2112
 DU2112  STATE/COUNTY-  AZ/PINAL
 DU2112  USGS QUAD   -  BLACKWATER (1981)
 DU2112
 DU2112                         *CURRENT SURVEY CONTROL
 DU2112  ___________________________________________________________________
 DU2112* NAD 83(1992)-  33 00 08.75716(N)    111 31 21.17149(W)     ADJUSTED  
 DU2112* NAVD 88     -       432.00   (+/-2cm)    1417.3    (feet)  VERTCON   
 DU2112  ___________________________________________________________________
 DU2112  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DU2112  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU2112  HORZ ORDER  -  FIRST
 DU2112  VERT ORDER  -  THIRD ? (See Below)
 DU2112
 DU2112.The horizontal coordinates were established by classical geodetic methods
 DU2112.and adjusted by the National Geodetic Survey in August 1993.
 DU2112
 DU2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2112.The vertical order pertains to the NGVD 29 superseded value.
 DU2112
 DU2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2112
 DU2112.The geoid height was determined by GEOID03.
 DU2112
 DU2112;                    North         East     Units Scale Factor Converg.
 DU2112;SPC AZ C     -   222,090.285   250,187.116   MT  0.99991672   +0 12 52.8
 DU2112;SPC AZ C     -   728,642.67    820,823.87   iFT  0.99991672   +0 12 52.8
 DU2112;UTM  12      - 3,651,677.858   451,186.839   MT  0.99962938   -0 17 04.6
 DU2112
 DU2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2112!SPC AZ C     -   0.99993684  x   0.99991672  =   0.99985357
 DU2112!UTM  12      -   0.99993684  x   0.99962938  =   0.99956624
 DU2112
 DU2112:                Primary Azimuth Mark                     Grid Az
 DU2112:SPC AZ C     -  POSTEN                                   060 53 14.4
 DU2112:UTM  12      -  POSTEN                                   061 23 11.8
 DU2112
 DU2112|---------------------------------------------------------------------|
 DU2112| PID    Reference Object                     Distance      Geod. Az  |
 DU2112|                                                           dddmmss.s |
 DU2112| DU0546 POSTEN                              APPROX.12.1 KM 0610607.2 |
 DU2112| CH4244 HIGHWAY 84 DISK                                    0872408.2 |
 DU2112| CH5785 JUNCTION RM 1                        14.628 METERS 08856     |
 DU2112| CH5786 JUNCTION RM 2                        15.767 METERS 21050     |
 DU2112|---------------------------------------------------------------------|
 DU2112
 DU2112                          SUPERSEDED SURVEY CONTROL
 DU2112
 DU2112  NAD 83(1986)-  33 00 08.74954(N)    111 31 21.17257(W) AD(       ) 1
 DU2112  NAD 27      -  33 00 08.53100(N)    111 31 18.72500(W) AD(       ) 1
 DU2112  NGVD 29 (07/19/86)  431.50   (m)         1415.7    (f) LEVELING    3  
 DU2112
 DU2112.Superseded values are not recommended for survey control.
 DU2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2112.See file dsdata.txt to determine how the superseded data were derived.
 DU2112
 DU2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5118751678(NAD 83)
 DU2112_MARKER: DS = TRIANGULATION STATION DISK
 DU2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2112
 DU2112  HISTORY     - Date     Condition        Report By
 DU2112  HISTORY     - 1935     MONUMENTED       CGS
 DU2112  HISTORY     - 1966     GOOD             CGS
 DU2112  HISTORY     - 1973     GOOD             NGS
 DU2112  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DU2112  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU2112
 DU2112                          STATION DESCRIPTION
 DU2112
 DU2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2112'ABOUT 8 MILES WEST OF FLORENCE AT JUNCTION OF STATE HIGHWAYS 87
 DU2112'AND 287, 85 FEET SOUTH OF THE EAST-WEST ROAD OF THE TRIANGLE AND
 DU2112'200 FEET WEST OF THE EAST ANGLE OF THE TRIANGLE.  MARKED BY
 DU2112'STANDARD BRONZE DISKS.  REFERENCE
 DU2112'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 14.628
 DU2112'METERS (47.99 FEET) FROM STATION N 88 DEG 56 MIN E.
 DU2112'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2112'IS 15.767 METERS (51.73 FEET) FROM STATION S 30 DEG 50 MIN W.
 DU2112'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT
 DU2112'BENCH MARK STAMPED 1931, STATION 418/02, AND
 DU2112'IS IN THE FIRST CONCRETE CULVERT EAST OF THE RAILROAD, 0.2
 DU2112'MILE FROM STATION N 87 DEG 24 MIN E.
 DU2112
 DU2112                          STATION RECOVERY (1966)
 DU2112
 DU2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DU2112'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DU2112'REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND THE AZIMUTH
 DU2112'MARK HAVE BEEN DESTROYED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DU2112'
 DU2112'TO REACH THE STATION FROM THE POST OFFICE IN COOLIDGE, GO WEST ON
 DU2112'WEST CENTRAL AVENUE FOR 0.3 MILE TO STATE HIGHWAY 87.  TURN RIGHT
 DU2112'AND GO NORTH ON STATE HIGHWAY 87 FOR 1.45 MILES TO STATE HIGHWAY
 DU2112'287.  TURN RIGHT AND GO NORTHEAST ON STATE HIGHWAY 287 FOR 0.35
 DU2112'MILE TO THE MARK ON THE LEFT.
 DU2112'
 DU2112'THE STATION MARK, A STANDARD DISK STAMPED JUNCTION 1935, SET IN
 DU2112'THE TOP OF A 12 INCH SQUARE CONCRETE BLOCK FLUSH WITH THE SURFACE
 DU2112'OF THE GROUND.  IT IS 0.2 MILE WEST OF A RAILROAD OVERPASS,
 DU2112'270 FEET WEST OF THE EAST SIDE OF THE JUNCTION, ABOUT 55 FEET
 DU2112'SOUTH OF STATE HIGHWAY 287.
 DU2112
 DU2112                          STATION RECOVERY (1973)
 DU2112
 DU2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2112'THE STATION WAS REPORTED OFF POSITION BY ANOTHER AGENCY.  IT WAS
 DU2112'INVESTIGATED AND FOUND THAT THE TOP 8 INCHES OF THE STATION
 DU2112'MONUMENT HAD BEEN BROKEN OFF AND MOVED FROM THE ORIGINAL
 DU2112'POSITION.  THE REFERENCE MARKS AND THE AZIMUTH MARKS WERE GRADED
 DU2112'OUT AND DESTROYED.  AN INVERSE FROM THE BROKEN STATION TO THE
 DU2112'TRUE STATION WAS MADE AND AN UNSUCCESSFUL SEARCH FOR THE
 DU2112'UNDERGROUND MARK RESULTED.
 DU2112'
 DU2112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST
 DU2112'OF FLORENCE
 DU2112
 DU2112                          STATION RECOVERY (1976)
 DU2112
 DU2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2112'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DU2112'MARK HAVE BEEN DESTROYED FOR A NUMBER OF YEARS.  THE UNDERGROUND
 DU2112'STATION MARK WAS RECOVERED BY USE OF INVERSE DATA FROM JUNCTION 2
 DU2112'(ADOT).  THE STATION MARK WAS BROUGHT TO THE SURFACE AT THIS TIME
 DU2112'AND TIED TO JUNCTION 2.  THE MARK IS LOCATED IN AN ASPHALT MIX AREA
 DU2112'AND OBSTRUCTED IN MOST DIRECTIONS BY LOCAL OBJECTS.
 DU2112'
 DU2112'THE STATION MARK WHICH IS STAMPED JUNCTION 1935 1976, IS SET IN
 DU2112'THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE SURROUNDING
 DU2112'SURFACE.  242 FEET NE OF THE SW SIDE OF AN ELEVATED OIL TANK,
 DU2112'220-1/2 FEET SW OF THE NE END OF TRAFFIC ISLAND FORMED BY U.S.
 DU2112'HIGHWAYS 87 AND 287, 97-1/2 FT. NNW OF CENTERLINE OF 87 AND 287
 DU2112'ON RANGE TO JUNCTION 2.
 DU2112'
 DU2112'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 DU2112
 DU2112                          STATION RECOVERY (2007)
 DU2112
 DU2112'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2112'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2112'MARK. THERE IS NO EVIDENCE OF THE ELEVATED TANK, AND THERE HAS BEEN
 DU2112'ROAD CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0838 ***********************************************************************
 ES0838  DESIGNATION -  JUNCTION
 ES0838  PID         -  ES0838
 ES0838  STATE/COUNTY-  AZ/NAVAJO
 ES0838  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0838
 ES0838                         *CURRENT SURVEY CONTROL
 ES0838  ___________________________________________________________________
 ES0838* NAD 83(1992)-  34 15 45.72609(N)    110 01 16.57407(W)     ADJUSTED  
 ES0838* NAVD 88     -      1948.1    (meters)    6391.     (feet)  VERTCON   
 ES0838  ___________________________________________________________________
 ES0838  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 ES0838  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ES0838  HORZ ORDER  -  SECOND
 ES0838
 ES0838.The horizontal coordinates were established by classical geodetic methods
 ES0838.and adjusted by the National Geodetic Survey in August 1993.
 ES0838
 ES0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0838
 ES0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0838
 ES0838.The geoid height was determined by GEOID03.
 ES0838
 ES0838;                    North         East     Units Scale Factor Converg.
 ES0838;SPC AZ E     -   361,800.623   226,749.562   MT  0.99990221   +0 04 54.7
 ES0838;SPC AZ E     - 1,187,009.92    743,929.01   iFT  0.99990221   +0 04 54.7
 ES0838;UTM  12      - 3,791,717.743   590,105.974   MT  0.99970008   +0 33 03.8
 ES0838
 ES0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0838!SPC AZ E     -   0.99969801  x   0.99990221  =   0.99960025
 ES0838!UTM  12      -   0.99969801  x   0.99970008  =   0.99939818
 ES0838
 ES0838|---------------------------------------------------------------------|
 ES0838| PID    Reference Object                     Distance      Geod. Az  |
 ES0838|                                                           dddmmss.s |
 ES0838| DZ1189 JUNCTION RM 2                        19.812 METERS 16230     |
 ES0838| ES0839 PHONE                               APPROX. 3.6 KM 3421644.0 |
 ES0838| DZ1188 JUNCTION RM 1                        19.803 METERS 34326     |
 ES0838|---------------------------------------------------------------------|
 ES0838
 ES0838                          SUPERSEDED SURVEY CONTROL
 ES0838
 ES0838  NAD 83(1986)-  34 15 45.72296(N)    110 01 16.58001(W) AD(       ) 2
 ES0838  NGVD 29 (09/20/87) 1947.2    (m)         6388.     (f) VERT ANG    3  
 ES0838
 ES0838.Superseded values are not recommended for survey control.
 ES0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0838.See file dsdata.txt to determine how the superseded data were derived.
 ES0838
 ES0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9010691718(NAD 83)
 ES0838_MARKER: DD = SURVEY DISK
 ES0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0838+STABILITY: SURFACE MOTION
 ES0838
 ES0838  HISTORY     - Date     Condition        Report By
 ES0838  HISTORY     - 1981     MONUMENTED       AZDT
 ES0838  HISTORY     - 20061103 GOOD             GEOCAC
 ES0838
 ES0838                          STATION DESCRIPTION
 ES0838
 ES0838'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0838'THE STATION IS LOCATED 1 MILE NORTHEAST OF SHOWLOW AND 0.4 MILE NORTH
 ES0838'OF THE JUNCTION OF US HIGHWAY 60 AND STATE ROUTE 77.
 ES0838'
 ES0838'THE STATION MARK IS AN ADOT DISK STAMPED---JUNCTION 1981---.  JT IS SE
 ES0838'THE TOP OF A CONCRETE MONUMENT, 206 FEET SOUTHWEST OF THE RIGHT OF WAY
 ES0838'FENCELINE AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 ES0838'
 ES0838'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---JUNCTION RM 1 1981---.  IT
 ES0838'SET IN TOP OF A CONCRETE MONUMENT.
 ES0838'
 ES0838'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---JUNCTION RM 2 1981---.  IT
 ES0838'SET IN TOP OF A CONCRETE MONUMENT.
 ES0838'
 ES0838'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST ON
 ES0838'US HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION WITH STATE ROUTE 77.  TURN
 ES0838'LEFT ALONG SR 77 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 ES0838
 ES0838                          STATION RECOVERY (2006)
 ES0838
 ES0838'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0838'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION AS
 ES0838'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION   STATION IS
 ES0838'LOCATED .6 FEET SOUTHWEST OF A WITNESS POST AND 12 FEET WEST OF A DIRT
 ES0838'TRACK ROAD. REFERENCE MARK 2 WAS FOUND DESTROYED   THE DISC AND THE
 ES0838'TOP OF THE CONCRETE MONUMENT WAS FOUND LAYING ON THE SURFACE OF THE
 ES0838'GROUND.
 ES0838' 
 ES0838'UPDATE TO THE TO REACH DESCRIPTION    AFTER TURNING LEFT ON SR 77
 ES0838'TRAVEL .6 MILES TO THORTON ROAD ON THE LEFT, TURN LEFT WEST ON THORTON
 ES0838'ROAD TO A DIRT TRACK ROAD ON THE LEFT. TURN LEFT SOUTH ON THE DIRT
 ES0838'TRACK ROAD FOR .1 MILES TO THE STATION ON THE RIGHT NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0913 ***********************************************************************
 ES0913  DESIGNATION -  JUNCTION
 ES0913  PID         -  ES0913
 ES0913  STATE/COUNTY-  AZ/NAVAJO
 ES0913  USGS QUAD   -  ARIPINE (1990)
 ES0913
 ES0913                         *CURRENT SURVEY CONTROL
 ES0913  ___________________________________________________________________
 ES0913* NAD 83(1992)-  34 28 13.10506(N)    110 28 16.82699(W)     ADJUSTED  
 ES0913* NAVD 88     -      1959.2    (meters)    6428.     (feet)  VERTCON   
 ES0913  ___________________________________________________________________
 ES0913  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 ES0913  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES0913  HORZ ORDER  -  SECOND
 ES0913
 ES0913.The horizontal coordinates were established by classical geodetic methods
 ES0913.and adjusted by the National Geodetic Survey in August 1993.
 ES0913
 ES0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0913
 ES0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0913
 ES0913.The geoid height was determined by GEOID03.
 ES0913
 ES0913;                    North         East     Units Scale Factor Converg.
 ES0913;SPC AZ E     -   384,860.323   185,371.565   MT  0.99990965   -0 10 20.8
 ES0913;SPC AZ E     - 1,262,665.10    608,174.43   iFT  0.99990965   -0 10 20.8
 ES0913;UTM  12      - 3,814,431.453   548,550.078   MT  0.99962905   +0 17 57.2
 ES0913
 ES0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0913!SPC AZ E     -   0.99969631  x   0.99990965  =   0.99960598
 ES0913!UTM  12      -   0.99969631  x   0.99962905  =   0.99932547
 ES0913
 ES0913|---------------------------------------------------------------------|
 ES0913| PID    Reference Object                     Distance      Geod. Az  |
 ES0913|                                                           dddmmss.s |
 ES0913| DZ1402 JUNCTION RM 1                        12.091 METERS 06351     |
 ES0913| DZ1403 JUNCTION RM 2                        10.985 METERS 15057     |
 ES0913| ES0896 CROSS                               APPROX. 3.0 KM 2493844.9 |
 ES0913|---------------------------------------------------------------------|
 ES0913
 ES0913                          SUPERSEDED SURVEY CONTROL
 ES0913
 ES0913  NAD 83(1986)-  34 28 13.09813(N)    110 28 16.83108(W) AD(       ) 2
 ES0913  NGVD 29 (08/03/87) 1958.2    (m)         6425.     (f) VERT ANG    3  
 ES0913
 ES0913.Superseded values are not recommended for survey control.
 ES0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0913.See file dsdata.txt to determine how the superseded data were derived.
 ES0913
 ES0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4855014431(NAD 83)
 ES0913_MARKER: DS = TRIANGULATION STATION DISK
 ES0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0913+STABILITY: SURFACE MOTION
 ES0913
 ES0913  HISTORY     - Date     Condition        Report By
 ES0913  HISTORY     - 1984     MONUMENTED       AZDT
 ES0913
 ES0913                          STATION DESCRIPTION
 ES0913
 ES0913'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0913'THE STATION IS LOCATED 7-3/4 MILES NORTHEAST OF HEBER ALONG STATE
 ES0913'ROUTE 377.
 ES0913'
 ES0913'THE STATION MARK IS AN AZDT DISK STAMPED---JUNCTION 1984---.  IT IS
 ES0913'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 48 FEET EAST OF THE CENTER
 ES0913'LINE OF THE HIGHWAY AND 54 FEET WEST OF THE RIGHT OF WAY FENCE.
 ES0913'
 ES0913'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JUNCTION RM 1 1984---.  IT
 ES0913'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0913'
 ES0913'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JUNCTION RM 2 1984---.  IT
 ES0913'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0913'
 ES0913'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0913'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO STATE
 ES0913'ROUTE 277.  BARE LEFT ALONG SR 277 FOR 6.75 MILES TO THE JUNCTION WITH
 ES0913'STATE ROUTE 377.  BARE LEFT ALONG SR 377 FOR 0.6 MILE TO MILE POST 0.6
 ES0913'AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0494 ***********************************************************************
 GP0494  DESIGNATION -  JUNCTION
 GP0494  PID         -  GP0494
 GP0494  STATE/COUNTY-  AZ/COCONINO
 GP0494  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0494
 GP0494                         *CURRENT SURVEY CONTROL
 GP0494  ___________________________________________________________________
 GP0494* NAD 83(1992)-  36 04 49.46992(N)    111 23 27.94750(W)     ADJUSTED  
 GP0494* NAVD 88     -      1377.4    (meters)    4519.     (feet)  VERTCON   
 GP0494  ___________________________________________________________________
 GP0494  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GP0494  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GP0494  HORZ ORDER  -  SECOND
 GP0494
 GP0494.The horizontal coordinates were established by classical geodetic methods
 GP0494.and adjusted by the National Geodetic Survey in August 1993.
 GP0494
 GP0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0494
 GP0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0494
 GP0494.The geoid height was determined by GEOID03.
 GP0494
 GP0494;                    North         East     Units Scale Factor Converg.
 GP0494;SPC AZ C     -   563,561.940   260,694.662   MT  0.99992760   +0 18 34.3
 GP0494;SPC AZ C     - 1,848,956.50    855,297.45   iFT  0.99992760   +0 18 34.3
 GP0494;UTM  12      - 3,992,937.747   464,787.132   MT  0.99961528   -0 13 49.2
 GP0494
 GP0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0494!SPC AZ C     -   0.99978758  x   0.99992760  =   0.99971520
 GP0494!UTM  12      -   0.99978758  x   0.99961528  =   0.99940295
 GP0494
 GP0494|---------------------------------------------------------------------|
 GP0494| PID    Reference Object                     Distance      Geod. Az  |
 GP0494|                                                           dddmmss.s |
 GP0494| CR7975 JUNCTION RM 1                         9.240 METERS 14803     |
 GP0494| GP0491 GRAY HILL                           APPROX. 5.2 KM 1872536.1 |
 GP0494| CR7976 JUNCTION RM 2                         9.087 METERS 33845     |
 GP0494|---------------------------------------------------------------------|
 GP0494
 GP0494                          SUPERSEDED SURVEY CONTROL
 GP0494
 GP0494  NAD 83(1986)-  36 04 49.47048(N)    111 23 27.94338(W) AD(       ) 2
 GP0494  NGVD 29 (07/12/88) 1376.5    (m)         4516.     (f) VERT ANG    3  
 GP0494
 GP0494.Superseded values are not recommended for survey control.
 GP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0494.See file dsdata.txt to determine how the superseded data were derived.
 GP0494
 GP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6478792938(NAD 83)
 GP0494_MARKER: DS = TRIANGULATION STATION DISK
 GP0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0494+STABILITY: SURFACE MOTION
 GP0494
 GP0494  HISTORY     - Date     Condition        Report By
 GP0494  HISTORY     - 1983     MONUMENTED       AZDT
 GP0494
 GP0494                          STATION DESCRIPTION
 GP0494
 GP0494'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0494'THE STATION IS LOCATED 14-1/2 MILES NORTH OF CAMERON ALONG U.S.
 GP0494'HIGHWAY 89.
 GP0494'
 GP0494'THE STATION MARK IS AN AZDT DISK STAMPED---JUNCTION 1983---.  IT IS
 GP0494'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 136 FEET EAST OF THE CENTER
 GP0494'LINE OF THE HIGHWAY.
 GP0494'
 GP0494'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JUNCTION RM 1 1983---.  IT
 GP0494'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0494'
 GP0494'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JUNCTION RM 2 1983---.  IT
 GP0494'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0494'
 GP0494'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0494'FOR 14 MILES TO THE JUNCTION OF U.S. HIGHWAY 160, TRAVEL NORTH ALONG
 GP0494'U.S. 89 FOR 0.25 MILE TO A LOW GRAY HILL ON THE RIGHT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0682 ***********************************************************************
 ER0682  DESIGNATION -  JUNCTION
 ER0682  PID         -  ER0682
 ER0682  STATE/COUNTY-  AZ/APACHE
 ER0682  USGS QUAD   -  WILD COW LAKE (1978)
 ER0682
 ER0682                         *CURRENT SURVEY CONTROL
 ER0682  ___________________________________________________________________
 ER0682* NAD 83(1992)-  34 53 46.78234(N)    109 14 17.82759(W)     ADJUSTED  
 ER0682* NAVD 88     -      1898.68   (+/-2cm)    6229.3    (feet)  VERTCON   
 ER0682  ___________________________________________________________________
 ER0682  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 ER0682  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 ER0682  HORZ ORDER  -  SECOND
 ER0682  VERT ORDER  -  THIRD ? (See Below)
 ER0682
 ER0682.The horizontal coordinates were established by classical geodetic methods
 ER0682.and adjusted by the National Geodetic Survey in August 1993.
 ER0682
 ER0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0682.The vertical order pertains to the NGVD 29 superseded value.
 ER0682
 ER0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0682
 ER0682.The geoid height was determined by GEOID03.
 ER0682
 ER0682;                    North         East     Units Scale Factor Converg.
 ER0682;SPC AZ E     -   432,467.372   298,209.784   MT  0.99998870   +0 31 52.1
 ER0682;SPC AZ E     - 1,418,856.21    978,378.56   iFT  0.99998870   +0 31 52.1
 ER0682;UTM  12      - 3,862,962.426   660,970.700   MT  0.99991936   +1 00 29.1
 ER0682
 ER0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0682!SPC AZ E     -   0.99970567  x   0.99998870  =   0.99969437
 ER0682!UTM  12      -   0.99970567  x   0.99991936  =   0.99962505
 ER0682
 ER0682|---------------------------------------------------------------------|
 ER0682| PID    Reference Object                     Distance      Geod. Az  |
 ER0682|                                                           dddmmss.s |
 ER0682| CS5176 JUNCTION RM 1                        10.078 METERS 17957     |
 ER0682| CS5177 JUNCTION RM 2                        10.195 METERS 35931     |
 ER0682|---------------------------------------------------------------------|
 ER0682
 ER0682                          SUPERSEDED SURVEY CONTROL
 ER0682
 ER0682  NAD 83(1986)-  34 53 46.77693(N)    109 14 17.83156(W) AD(       ) 2
 ER0682  NGVD 29 (01/29/91) 1897.76   (m)         6226.2    (f) LEVELING    3  
 ER0682
 ER0682.Superseded values are not recommended for survey control.
 ER0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0682.See file dsdata.txt to determine how the superseded data were derived.
 ER0682
 ER0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6097162962(NAD 83)
 ER0682_MARKER: DS = TRIANGULATION STATION DISK
 ER0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0682+STABILITY: SURFACE MOTION
 ER0682
 ER0682  HISTORY     - Date     Condition        Report By
 ER0682  HISTORY     - 1982     MONUMENTED       AZDT
 ER0682
 ER0682                          STATION DESCRIPTION
 ER0682
 ER0682'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0682'THE STATION IS LOCATED 23 MILES SOUTHEAST OF SANDERS ALONG U.S.
 ER0682'HIGHWAY 666.
 ER0682'
 ER0682'THE STATION MARK IS AN AZDT DISK STAMPED---JUNCTION 1982---.  IT IS
 ER0682'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 72 FEET WEST OF THE
 ER0682'CENTER LINE OF THE HIGHWAY AND 4 FEET EAST OF THE WITNESS POST.
 ER0682'
 ER0682'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---JUNCTION RM 1 1982---.  IT
 ER0682'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0682'
 ER0682'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---JUNCTION RM 2 1982---.  IT
 ER0682'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0682'
 ER0682'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS TRAVEL SOUTH FOR
 ER0682'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 ER0682'ALONG U.S. 666 FOR 24.1 MILES TO MILEPOST 344.3 AND THE STATION ON THE
 ER0682'RIGHT ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2023 ***********************************************************************
 CZ2023  DESIGNATION -  JUNCTION 2
 CZ2023  PID         -  CZ2023
 CZ2023  STATE/COUNTY-  AZ/PINAL
 CZ2023  USGS QUAD   -  COOLIDGE (1992)
 CZ2023
 CZ2023                         *CURRENT SURVEY CONTROL
 CZ2023  ___________________________________________________________________
 CZ2023* NAD 83(1992)-  32 59 30.27683(N)    111 31 25.49149(W)     ADJUSTED  
 CZ2023* NAVD 88     -       436.8    (meters)    1433.     (feet)  VERTCON   
 CZ2023  ___________________________________________________________________
 CZ2023  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 CZ2023  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ2023  HORZ ORDER  -  SECOND
 CZ2023
 CZ2023.The horizontal coordinates were established by classical geodetic methods
 CZ2023.and adjusted by the National Geodetic Survey in August 1993.
 CZ2023
 CZ2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2023
 CZ2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2023
 CZ2023.The geoid height was determined by GEOID03.
 CZ2023
 CZ2023;                    North         East     Units Scale Factor Converg.
 CZ2023;SPC AZ C     -   220,904.518   250,079.412   MT  0.99991662   +0 12 50.2
 CZ2023;SPC AZ C     -   724,752.36    820,470.51   iFT  0.99991662   +0 12 50.2
 CZ2023;UTM  12      - 3,650,493.415   451,068.842   MT  0.99962952   -0 17 06.7
 CZ2023
 CZ2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2023!SPC AZ C     -   0.99993609  x   0.99991662  =   0.99985272
 CZ2023!UTM  12      -   0.99993609  x   0.99962952  =   0.99956564
 CZ2023
 CZ2023:                Primary Azimuth Mark                     Grid Az
 CZ2023:SPC AZ C     -  POSTEN                                   056 29 25.8
 CZ2023:UTM  12      -  POSTEN                                   056 59 22.7
 CZ2023
 CZ2023|---------------------------------------------------------------------|
 CZ2023| PID    Reference Object                     Distance      Geod. Az  |
 CZ2023|                                                           dddmmss.s |
 CZ2023| DU0546 POSTEN                              APPROX.12.8 KM 0564216.0 |
 CZ2023| CH5788 JUNCTION 2 RM 2                      20.316 METERS 21101     |
 CZ2023| CH5787 JUNCTION 2 RM 1                      13.037 METERS 35958     |
 CZ2023|---------------------------------------------------------------------|
 CZ2023
 CZ2023                          SUPERSEDED SURVEY CONTROL
 CZ2023
 CZ2023  NAD 83(1986)-  32 59 30.26923(N)    111 31 25.49260(W) AD(       ) 2
 CZ2023  NAD 27      -  32 59 30.04844(N)    111 31 23.04676(W) AD(       ) 2
 CZ2023  NGVD 29 (07/19/86)  436.3    (m)         1431.     (f) VERT ANG    3  
 CZ2023
 CZ2023.Superseded values are not recommended for survey control.
 CZ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2023.See file dsdata.txt to determine how the superseded data were derived.
 CZ2023
 CZ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5106950493(NAD 83)
 CZ2023_MARKER: DD = SURVEY DISK
 CZ2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2023+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 CZ2023
 CZ2023  HISTORY     - Date     Condition        Report By
 CZ2023  HISTORY     - 1976     MONUMENTED       AZDT
 CZ2023  HISTORY     - 19960213 GOOD             USPSQD
 CZ2023  HISTORY     - 20060923 GOOD             GEOCAC
 CZ2023
 CZ2023                          STATION DESCRIPTION
 CZ2023
 CZ2023'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CZ2023'THE STATION IS LOCATED ABOUT 0.9 MILES NORTH OF COOLIDGE AND
 CZ2023'8.3 MILES WEST SOUTHWEST OF FLORENCE ALONG STATE HIGHWAY 87
 CZ2023'AND 287 NEAR THE PIMA LATERAL.
 CZ2023'
 CZ2023'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED JUNCTION
 CZ2023'2 P AND M GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 CZ2023'MONUMENT.  THE STATION IS 74 FEET EAST OF HIGHWAY 87, 84 FEET NORTH
 CZ2023'OF CENTERLINE OF THE PIMA LATERAL CANAL, AND 1.5 FEET WEST OF
 CZ2023'A RIGHT-OF-WAY ANGLE IRON PAINTED 467+55.47.  STATION IS MARKED
 CZ2023'WITH A WITNESS POST AND SIGN 3 FEET WEST.
 CZ2023'
 CZ2023'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 CZ2023'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 58 FEET EAST
 CZ2023'OF CENTERLINE OF NORTHBOUND LANE OF HIGHWAY 87 AND 287.
 CZ2023'
 CZ2023'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 CZ2023'1975 AND IS EPOXIED IN THE NORTHEAST CORNER OF BRIDGE.  THE
 CZ2023'MARK IS 39.5 FEET EAST OF THE BRIDGE CENTERLINE AND 4 FEET FROM
 CZ2023'THE NORTH END OF BRIDGE.
 CZ2023'
 CZ2023'TO REACH THE STATION FROM THE JUNIOR HIGH SCHOOL IN COOLIDGE, GO
 CZ2023'NORTH ON HIGHWAY 87 AND 287 FOR 0.75 MILE TO THE PIMA LATERAL
 CZ2023'CANAL AND THE STATION ON THE RIGHT (EAST).
 CZ2023'
 CZ2023'NEAREST TOWN--COLLIDGE.
 CZ2023'
 CZ2023'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ2023
 CZ2023                          STATION RECOVERY (1996)
 CZ2023
 CZ2023'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2023'RECOVERED IN GOOD CONDITION.
 CZ2023
 CZ2023                          STATION RECOVERY (2006)
 CZ2023
 CZ2023'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0918 ***********************************************************************
 FR0918  DESIGNATION -  JUNGLE
 FR0918  PID         -  FR0918
 FR0918  STATE/COUNTY-  AZ/COCONINO
 FR0918  USGS QUAD   -  FRAZIER WELLS SW (1967)
 FR0918
 FR0918                         *CURRENT SURVEY CONTROL
 FR0918  ___________________________________________________________________
 FR0918* NAD 83(1992)-  35 51 56.58457(N)    113 14 27.84302(W)     ADJUSTED  
 FR0918* NAVD 88     -      2190.     (meters)    7185.     (feet)  SCALED    
 FR0918  ___________________________________________________________________
 FR0918  LAPLACE CORR-          16.39  (seconds)                    DEFLEC99
 FR0918  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 FR0918  HORZ ORDER  -  FIRST
 FR0918
 FR0918.The horizontal coordinates were established by classical geodetic methods
 FR0918.and adjusted by the National Geodetic Survey in August 1993.
 FR0918
 FR0918.The orthometric height was scaled from a topographic map.
 FR0918
 FR0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0918
 FR0918.The geoid height was determined by GEOID03.
 FR0918
 FR0918;                    North         East     Units Scale Factor Converg.
 FR0918;SPC AZ C     -   540,424.735    93,753.618   MT  1.00007622   -0 46 33.8
 FR0918;SPC AZ C     - 1,773,047.03    307,590.61   iFT  1.00007622   -0 46 33.8
 FR0918;SPC AZ W     -   539,752.331   259,322.023   MT  0.99995935   +0 17 53.5
 FR0918;SPC AZ W     - 1,770,840.98    850,794.04   iFT  0.99995935   +0 17 53.5
 FR0918;UTM  12      - 3,971,373.923   297,659.737   MT  1.00010452   -1 18 48.5
 FR0918
 FR0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0918!SPC AZ C     -   0.99966030  x   1.00007622  =   0.99973650
 FR0918!SPC AZ W     -   0.99966030  x   0.99995935  =   0.99961967
 FR0918!UTM  12      -   0.99966030  x   1.00010452  =   0.99976479
 FR0918
 FR0918:                Primary Azimuth Mark                     Grid Az
 FR0918:SPC AZ C     -  JUNGLE RIM                               013 20 03.3
 FR0918:SPC AZ W     -  JUNGLE RIM                               012 15 36.0
 FR0918:UTM  12      -  JUNGLE RIM                               013 52 18.0
 FR0918
 FR0918|---------------------------------------------------------------------|
 FR0918| PID    Reference Object                     Distance      Geod. Az  |
 FR0918|                                                           dddmmss.s |
 FR0918| FR0920 JUNGLE RIM                          APPROX. 1.3 KM 0123329.5 |
 FR0918| FR0928 DIAMOND RIM AZ MK 1                 APPROX.19.2 KM 2111144.3 |
 FR0918| CH2595 JUNGLE RM 2                           6.292 METERS 23412     |
 FR0918| CH2594 JUNGLE RM 1                          10.560 METERS 31952     |
 FR0918|---------------------------------------------------------------------|
 FR0918
 FR0918                          SUPERSEDED SURVEY CONTROL
 FR0918
 FR0918  NAD 83(1986)-  35 51 56.57756(N)    113 14 27.84238(W) AD(       ) 1
 FR0918  NAD 27      -  35 51 56.61800(N)    113 14 25.09800(W) AD(       ) 1
 FR0918
 FR0918.Superseded values are not recommended for survey control.
 FR0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0918.See file dsdata.txt to determine how the superseded data were derived.
 FR0918
 FR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE9766071374(NAD 83)
 FR0918_MARKER: DS = TRIANGULATION STATION DISK
 FR0918_SETTING: 66 = SET IN ROCK OUTCROP
 FR0918
 FR0918  HISTORY     - Date     Condition        Report By
 FR0918  HISTORY     - 1935     MONUMENTED       CGS
 FR0918  HISTORY     - 1936     GOOD             CGS
 FR0918  HISTORY     - 1972     GOOD             AZHD
 FR0918
 FR0918                          STATION DESCRIPTION
 FR0918
 FR0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0918'STATION IS THE NOTHERN ONE OF TWO CLIFFS ABOUT 1/4 MILE APART,
 FR0918'AT THE BREAK OF THE AUBREY CLIFFS, 9 MILES AIRLINE NORTH-NORTHEAST
 FR0918'OF THE JUNCTION OF THE PEACH SPRINGS CANYON, AND THE GRAND
 FR0918'CANYON, AND 27 MILES AIRLINE NORTHEAST OF THE TOWN OF PEACH
 FR0918'SPRINGS, AND 5 MILES EAST OF THE COLORADO RIVER AT THE NEAREST
 FR0918'POINT AND 5 MILE SOUTHWEST OF THE TANK AND CORRALS WHICH LAY
 FR0918'IN THE WEST FORK OF PROSPECT VALLEY.  STATION AND TWO REFERENCE
 FR0918'MARKS ARE SET INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0918'
 FR0918'REACHED FROM PEACH SPRINGS AS FOLLOWS.  GO EAST ON THE HIGHWAY
 FR0918'17 MILES (4 MILES AFTER PASSING HYDE PARK), TURN LEFT LEAVING THE
 FR0918'HIGHWAY AND FOLLOW THE GRADED ROAD NORTH FOR 23 MILES TO A
 FR0918'RANCH HOUSE, PASS TO THE EAST OF THE HOUSE AND CONTINUE
 FR0918'NORTH AND WEST 8.0 MILES, TAKE THE LEFT FORK AND GO 0.5 MILE
 FR0918'TO SAWMILL AND HOUSES, PASS THE HOUSE AND TAKE THE RIGHT FORK
 FR0918'ACROSS SMALL FLAT AND CONTINUE ON ROAD DOWN CANYON 4.8 MILES
 FR0918'TAKE THE LEFT FORK AT A POINT WHERE THE CANYON WIDENS OUT,
 FR0918'CONTINUE ON ROAD SOUTH 4.5 MILES TO CORRALS, PASS THROUGH
 FR0918'CORRALS AND COME OUT AT THE SOUTHWEST CORNER, GO SOUTH BY
 FR0918'WEST ALONG THE EAST SIDE OF THE WASH, 0.7 MILE TO WHERE
 FR0918'THE WASH CAN BE CROSSED, TURN RIGHT TO ANOTHER WASH,
 FR0918'THENCE UP THE WASH AND ALONG THE RIDGES SOUTH AND WEST 1.5
 FR0918'MILES TO THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 FR0918'TRAVEL, (THE STATION IS JUST A LITTLE SOUTH OF WEST),
 FR0918'GO WEST TO THE TOP OF THE FIRST RIDGE, THENCE SOUTH BY
 FR0918'WEST ABOUT 1 MILE ALONG THE RIDGE, THENCE WEST CROSSING
 FR0918'TWO OR THREE WASHES TO THE RIM OF THE CANYON, THENCE SOUTH
 FR0918'ALONG THE RIM OF THE STATION.  A PACK OF TWO HOURS.
 FR0918
 FR0918                          STATION RECOVERY (1936)
 FR0918
 FR0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0918'ON THE HUALPAI INDIAN RESERVATION, ABOUT 25-1/2 MILES
 FR0918'NORTH-NORTHEAST OF PEACH SPRINGS, 10-1/2 MILES NORTHWEST OF
 FR0918'FRAZIER WELLS, 8 MILES DUE NORTH ON DIAMOND CREEK, ON A
 FR0918'PROMINENT, ROCKY, PROMONTORY OF THE AUBREY CLIFFS ALONG THE EAST
 FR0918'RIM OF THE CANYON OF THE COLORADO RIVER, ABOUT 1/4 MILE NORTH
 FR0918'OF ANOTHER POINT OF ABOUT THE SAME ELEVATION, ON THE SOUTH
 FR0918'SIDE OF A DEEP, SEMI-CIRCULAR INDENTATION IN THE CANYON RIM,
 FR0918'ABOUT 50 YARDS WEST OF A FLAG IN A TREE AND 15 YARDS EAST
 FR0918'OF THE EAST EDGE OF THE CANYON.  A STANDARD STATION DISK,
 FR0918'STAMPED JUNGLE 1934, SET INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0918'
 FR0918'REFERENCE MARK NO. 1 IS WEST BY NORTH OF THE STATION, IN
 FR0918'WHITISH ROCK OUTCROP AT EAST EDGE OF THE CANYON.
 FR0918'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, AT EDGE OF
 FR0918'POINT TO SOUTH, IN ROCK OUTCROP.  THE AZIMUTH MARK IS
 FR0918'STATION JUNGLE RIM, ABOUT 1-1/2 MILES NORTH BY WEST ALONG
 FR0918'THE CANYON RIM.
 FR0918'
 FR0918'TO REACH THE STATION FROM PEACH SPRINGS, GO EASTERLY ON U.S.
 FR0918'HIGHWAY 66 FOR ABOUT 17 MILES, OR 4 MILES PAST HYDE PARK STORE
 FR0918'AND STATION AND TURN LEFT (NORTH) UP THE VALLEY FOR 23 MILES
 FR0918'ON THE MAIN GRADED ROAD TO FRAZIER WELLS AND TURN RIGHT ALONG
 FR0918'SOUTH SIDE OF CORRALS FOR 0.2 MILE, AND TURN LEFT ALONG EAST
 FR0918'SIDE OF CORRALS FOR ABOUT 8 MILES TO SAWMILL AND HOUSES AT
 FR0918'PINE LODGE, ON SUMMIT OF RIDGE, THENCE NORTH ON MAIN ROAD
 FR0918'FOR 0.4 MILE AND TAKE RIGHT FORK, THENCE NORTHERLY DOWN
 FR0918'DRAW AND CANYON FOR 4.8 MILES AND TAKE LEFT FORK WHERE CANYON
 FR0918'OPENS OUT INTO A BROAD VALLEY, THENCE SOUTHERLY UP THE
 FR0918'VALLEY FOR 4.9 MILES, OR 1.3 MILES PAST TANK AND CORRALS,
 FR0918'AND BEAR LEFT OFF MAIN ROAD AND GO SOUTHWESTERLY ALONG
 FR0918'LEFT SIDE OF FENCE AT EARTH TANK DAM, THENCE 0.2 MILE
 FR0918'TO CORRALS AND PASS THROUGH THE FOUR GATES OF THE CORRALS
 FR0918'AND GO WEST FOR ABOUT 100 YARDS AND PICK UP TRACKS
 FR0918'LEADING SOUTHWESTERLY, THENCE SOUTHWEST 0.5 MILE AND CUT
 FR0918'BACK SHARP RIGHT AROUND WASH, THENCE SOUTHWEST ALONG DIM
 FR0918'TRACKS AND OCCASIONAL BLAZES FOR 0.7 MILE TO A TRIPLE
 FR0918'BLAZED TREE ON THE LEFT, CONTINUE A FEW YARDS AND TURN BACK
 FR0918'SHARP TO THE RIGHT AROUND THE HEAD OF A SMALL ARROYO TO
 FR0918'FOOT OF SLOPE, THEN BEAR LEFT AND FOLLOW DIM TRACKS,
 FR0918'FLAGGED AND BLAZED AT INTERVALS, FOR ABOUT 1 MILE TO END OF
 FR0918'TRUCK TRAVEL IN A SHALLOW DRAW AT EAST BASE OF RIDGE.  GO
 FR0918'WEST-SOUTHWEST UP THE DRAW FOR ABOUT 3/4 MILE TO TOP OF
 FR0918'FIRST HIGH RIDGE, THEN SOUTH ALONG THE RIDGE FOR ABOUT 3/4
 FR0918'MILE, THEN WEST, CROSSING THREE DEEP DRAWS, FOR ABOUT 1-1/2
 FR0918'MILE TO THE RIM OF THE CANYON.  THE POINT ON WHICH THE STATION
 FR0918'IS LOCATED CAN BE SEEN FROM HERE, ABOUT 1 MILE SOUTH ALONG THE
 FR0918'RIM.  TOTAL PACK ABOUT 4 MILES, ALL BRUSHY GOING, ABOUT 1-3/4
 FR0918'HOURS LOADED.
 FR0918'
 FR0918'A 4-FOOT STAND FOR INSTRUMENT AND LIGHTS.
 FR0918
 FR0918                          STATION RECOVERY (1972)
 FR0918
 FR0918'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 FR0918'GENERAL LOCATION - 27 MILES AIRLINE NORTHEAST OF PEACH
 FR0918'SPRINGS AND 5 MILES EAST OF COLORADO RIVER.
 FR0918'
 FR0918'TO REACH - AT CHINO AND MAIN ST. IN SELIGMAN WEST ON 66
 FR0918'AND 40 FOR 34.1 MILES, TURN RIGHT (NORTH) ON FRAZIER WELLS
 FR0918'SUPAI RD. CONTINUE ON WELL GRADED RD FOR 25.5 MILES TO FRAZIER
 FR0918'WELLS, TURN LEFT THENCE 1 MILE TAKE RIGHT FORK PAST EAST SIDE
 FR0918'OF CORRALS CONTINUE 2.9 MILES TAKE RIGHT FGORK, CONTINUE 2.4
 FR0918'MILES CONTINUE STRAIGHT AHEAD FOR 0.8 MILES TAKE LEFT FORK OF
 FR0918'THREE FOR 50 FEET THEN RIGHT FORK CONTINUE 0.35 MILES, ROAD
 FR0918'ENTERS FROM RIGHT, CONT. 1.8 MILES TAKE LEFT FORK, FOR 0.1
 FR0918'MILES TAKE RIGHT FORK NORTHERLY AND DOWN DRAW.  CONTINUE 3.3
 FR0918'MILES TAKE LEFT FORK WHERE ROAD OPENS UP AS YOU ENTER PROSPECT
 FR0918'VALLEY, CONTINUE 0.1 MILES TAKE LEFT FORK FOR 0.9 MILES
 FR0918'ROAD ENTERS FROM RIGHT CONTINUE 2.9 MILES TO EARTH TANK AND
 FR0918'CORRAL ON LEFT CONTINUE 1.4 MILES TAKE RIGHT FORK AT
 FR0918'TANK ON RIGHT CONTINUE 0.1 MILES LEAVE GRADED ROAD AS YOU
 FR0918'PASS LOADING CHUTE PASS THROUGH DOWNED FENCE PICK UP DIM
 FR0918'TRACK ROAD SOUTHWESTERLY FOR 0.3 MILES TAKE RIGHT FORK
 FR0918'FOR 0.2 MILES END OF TRUCK TRAVEL PACK UP RIDGE
 FR0918'SOUTHWESTERLY FOR 2 MILES THENCE WEST FOR 1.5 MILES TO
 FR0918'RIM OF GRAND CANYON THENCE 0.5 SOUTHERLY ALONG RIM TO
 FR0918'STATION ABOUT 3 HRS PACK VERY BRUSHY AND ROUGH TERRAIN.
 FR0918'
 FR0918'STATION MARK - GOOD AS DESCRIBED.
 FR0918'
 FR0918'REFERENCE MARKS - GOOD AS DESCRIBED.
 FR0918'
 FR0918'AZIMUTH MARK - DID NOT VISIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0920 ***********************************************************************
 FR0920  DESIGNATION -  JUNGLE RIM
 FR0920  PID         -  FR0920
 FR0920  STATE/COUNTY-  AZ/COCONINO
 FR0920  USGS QUAD   -  HOCKEY PUCK SPRING (1967)
 FR0920
 FR0920                         *CURRENT SURVEY CONTROL
 FR0920  ___________________________________________________________________
 FR0920* NAD 83(1992)-  35 52 39.27814(N)    113 14 16.15734(W)     ADJUSTED  
 FR0920* NAVD 88     -      2159.     (meters)    7083.     (feet)  SCALED    
 FR0920  ___________________________________________________________________
 FR0920  LAPLACE CORR-          16.27  (seconds)                    DEFLEC99
 FR0920  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FR0920  HORZ ORDER  -  THIRD
 FR0920
 FR0920.The horizontal coordinates were established by classical geodetic methods
 FR0920.and adjusted by the National Geodetic Survey in August 1993.
 FR0920
 FR0920.The orthometric height was scaled from a topographic map.
 FR0920
 FR0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0920
 FR0920.The geoid height was determined by GEOID03.
 FR0920
 FR0920;                    North         East     Units Scale Factor Converg.
 FR0920;SPC AZ C     -   541,736.619    94,064.564   MT  1.00007531   -0 46 27.7
 FR0920;SPC AZ C     - 1,777,351.11    308,610.77   iFT  1.00007531   -0 46 27.7
 FR0920;SPC AZ W     -   541,069.662   259,608.284   MT  0.99995968   +0 18 00.6
 FR0920;SPC AZ W     - 1,775,162.93    851,733.22   iFT  0.99995968   +0 18 00.6
 FR0920;UTM  12      - 3,972,682.868   297,982.986   MT  1.00010290   -1 18 43.0
 FR0920
 FR0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0920!SPC AZ C     -   0.99966516  x   1.00007531  =   0.99974045
 FR0920!SPC AZ W     -   0.99966516  x   0.99995968  =   0.99962486
 FR0920!UTM  12      -   0.99966516  x   1.00010290  =   0.99976803
 FR0920
 FR0920|---------------------------------------------------------------------|
 FR0920| PID    Reference Object                     Distance      Geod. Az  |
 FR0920|                                                           dddmmss.s |
 FR0920| CH2596 JUNGLE RIM RM 1                       2.225 METERS 11647     |
 FR0920| FR0918 JUNGLE                              APPROX. 1.3 KM 1923336.3 |
 FR0920| CH2597 JUNGLE RIM RM 2                       3.415 METERS 24444     |
 FR0920|---------------------------------------------------------------------|
 FR0920
 FR0920                          SUPERSEDED SURVEY CONTROL
 FR0920
 FR0920  NAD 83(1986)-  35 52 39.27062(N)    113 14 16.15682(W) AD(       ) 3
 FR0920  NAD 27      -  35 52 39.31700(N)    113 14 13.41100(W) AD(       ) 3
 FR0920
 FR0920.Superseded values are not recommended for survey control.
 FR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0920.See file dsdata.txt to determine how the superseded data were derived.
 FR0920
 FR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE9798372683(NAD 83)
 FR0920_MARKER: DS = TRIANGULATION STATION DISK
 FR0920_SETTING: 66 = SET IN ROCK OUTCROP
 FR0920
 FR0920  HISTORY     - Date     Condition        Report By
 FR0920  HISTORY     - 1936     MONUMENTED       CGS
 FR0920
 FR0920                          STATION DESCRIPTION
 FR0920
 FR0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0920'STATION IS LOCATED ON A PROMINENT, ROCKY BLUFF ON THE SOUTH
 FR0920'RIM OF THE COLORADO RIVER CANYON, ABOUT 2 MILES AIRLINE SOUTH
 FR0920'OF THE COLORADO RIVER AT THE NEAREST POINT.  ABOUT 8 MILES
 FR0920'AIRLINE DUE NORTH OF DIAMOND CREEK, ABOUT 28 MILES AIRLINE
 FR0920'NORTHEAST OF THE TOWN OF PEACH SPRINGS, STATION IS LOCATED
 FR0920'ON THE FIRST PROMINENT, WHITE, ROCKY EXTENSION OF THE RIM-CLIFFS
 FR0920'ABOUT 1.25 MILES AIRLINE NORTHEAST OF TRIANGULATION STATION
 FR0920'JUNGLE 1934.  STATION AND TWO REFERENCE MARKS SET
 FR0920'INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0920'
 FR0920'TO REACH STATION FROM PEACH SPRINGS POST OFFICE, GO NORTHEAST
 FR0920'ON U.S. HIGHWAY 66 FOR 18.0 MILES, (4 MILES EAST OF HYDE
 FR0920'PARK), TURN LEFT ON OLD GRADED ROAD, PASSING THROUGH GATE IN
 FR0920'HIGHWAY FENCE, AND FOLLOW THE OLD GRADED ROAD NORTH UP THE
 FR0920'BROAD VALLEY, 23 MILES TO FRAZIERS WELLS, PASS EAST OF THE
 FR0920'CORRALS AND RANCH HOUSE AND FOLLOW THE MAIN-TRAVELED ROAD NORTH
 FR0920'6.0 MILES TO SUMMIT OF RIDGE AND SAWMILL AT PINE LODGE ON
 FR0920'LEFT OF ROAD, CONTINUE NORTH ON MAIN-TRAVELED ROAD 0.4 MILE,
 FR0920'TAKE RIGHT FORK, AND FOLLOW MAIN-TRAVELED ROAD 4.7 MILES DOWN
 FR0920'CANYON, TAKE LEFT FORK, AND FOLLOW ROAD SOUTHERLY UP
 FR0920'BROAD PROSPECT VALLEY 3.6 MILES, PASS A DIRT TANK AND
 FR0920'CORRALS AT THIS POINT, CONTINUE ON ROAD 1.3 MILES TO NEW
 FR0920'EARTH DAM, PASS OVER END OF DAM AND TAKE RIGHT, DIM FORK,
 FR0920'(LEFT FORK LEADS TO CABINS 0.4 MILE) AND FOLLOW SOUTHWEST
 FR0920'ALONG LEFT SIDE OF FENCE 0.2 MILE TO CORRALS, PASS THROUGH
 FR0920'4 GATES IN CORRALS.  FROM SOUTHWEST CORNER OF CORRALS DRIVE
 FR0920'ACROSS COUNTRY, 240 DEGREES MAGNETIC (WEST-SOUTHWEST) 0.2
 FR0920'MILE (NOTE 3 BLAZES IN A SMALL PINE), HERE PICK UP WELL
 FR0920'DEFINED TRUCK TRACKS AND FOLLOW SOUTHWESTERLY 0.5 MILE.  (THIS
 FR0920'TRUCK TRAVEL WAS WELL FLAGGED WITH WHITE RAGS BY THE 1934
 FR0920'PARTY), CUT BACK SHARPLY TO RIGHT AROUND WASH, THEN CONTINUE
 FR0920'SOUTHWESTERLY 0.7 MILE, NOTE LARGE TREE ON LEFT OF ROAD,
 FR0920'BLAZED WITH ONE OLD AND TWO NEW BLAZES, GO A FEW YARDS PAST
 FR0920'THIS TREE, THEN TURN SHARP RIGHT, (LEFT FORK IS ALSO
 FR0920'MARKED BY WHTIE RAGS) AND FOLLOW TRACKS (FLAGGED ROUTE),
 FR0920'DOWNHILL TO SMALL DRAW, THEN TURN LEFT UP DRAW, THEN RIGHT UP
 FR0920'ANOTHER SMALL DRAW, A TOTAL OF 1.0 MILE TO END OF TRUCK
 FR0920'TRAVEL FROM SHARP RIGHT TURN OFF MAIN-TRAVELED ROAD.  END
 FR0920'OF TRUCK TRAVEL IS ON EAST SLOPE OF HIGH RIDGE AND IS MARKED
 FR0920'BY A LARGE TRIANGLE BLAZED IN LARGE PINE TREE.  THE STATION
 FR0920'IS ON THE CANYON RIM JUST ABOUT DUE WEST AND THREE MILES
 FR0920'FROM END OF TRUCK TRAVEL.  (A PACK ROUTE FLAGGED WITH WHITE
 FR0920'RAGS LEADS TO WITHIN 1 MILE TO RIM FROM END OF TRUCK TRAVEL,
 FR0920'AND MAY BE USED IF FOUND).  FROM END OF TRUCK TRAVEL PACK
 FR0920'WEST ABOUT 0.5 MILE TO TOP OF RIDGE, THENCE SOUTH-SOUTHWEST
 FR0920'ALONG CREST OF RIDGE ABOUT 1.0 MILE, THENCE WEST, CROSSING
 FR0920'TWO NARROW DRAWS, (OR WASHES), ABOUT 1.5 MILES TO CANYON RIM.
 FR0920'THEN WALK ALONG RIM ABOUT 1.0 MILE NORTHEAST OF STATION.
 FR0920'
 FR0920'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0356 ***********************************************************************
 CF0356  DESIGNATION -  JUNIPER
 CF0356  PID         -  CF0356
 CF0356  STATE/COUNTY-  AZ/COCHISE
 CF0356  USGS QUAD   -  BISBEE (1978)
 CF0356
 CF0356                         *CURRENT SURVEY CONTROL
 CF0356  ___________________________________________________________________
 CF0356* NAD 83(1992)-  31 29 08.35893(N)    109 57 23.29695(W)     ADJUSTED  
 CF0356* NAVD 88     -      2168.     (meters)    7113.     (feet)  SCALED    
 CF0356  ___________________________________________________________________
 CF0356  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CF0356  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CF0356  HORZ ORDER  -  FIRST
 CF0356
 CF0356.The horizontal coordinates were established by classical geodetic methods
 CF0356.and adjusted by the National Geodetic Survey in August 1993.
 CF0356
 CF0356.The orthometric height was scaled from a topographic map.
 CF0356
 CF0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0356
 CF0356.The geoid height was determined by GEOID03.
 CF0356
 CF0356;                    North         East     Units Scale Factor Converg.
 CF0356;SPC AZ E     -    53,860.119   233,330.112   MT  0.99990492   +0 06 35.2
 CF0356;SPC AZ E     -   176,706.43    765,518.74   iFT  0.99990492   +0 06 35.2
 CF0356;UTM  12      - 3,483,898.212   599,115.623   MT  0.99972117   +0 32 42.2
 CF0356
 CF0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0356!SPC AZ E     -   0.99966399  x   0.99990492  =   0.99956895
 CF0356!UTM  12      -   0.99966399  x   0.99972117  =   0.99938526
 CF0356
 CF0356|---------------------------------------------------------------------|
 CF0356| PID    Reference Object                     Distance      Geod. Az  |
 CF0356|                                                           dddmmss.s |
 CF0356| CC6774 JUNIPER RM 1                          6.708 METERS 08241     |
 CF0356| CF0425 STATE RADIO TOWER                   APPROX. 1.5 KM 1734130.9 |
 CF0356| CC6773 JUNIPER AZ MK                                      1755657.8 |
 CF0356| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.35.8 KM 3295619.5 |
 CF0356| CC6775 JUNIPER RM 2                          3.817 METERS 34837     |
 CF0356|---------------------------------------------------------------------|
 CF0356
 CF0356                          SUPERSEDED SURVEY CONTROL
 CF0356
 CF0356  NAD 83(1986)-  31 29 08.35390(N)    109 57 23.28847(W) AD(       ) 1
 CF0356  NAD 27      -  31 29 08.00100(N)    109 57 21.01400(W) AD(       ) 1
 CF0356
 CF0356.Superseded values are not recommended for survey control.
 CF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0356.See file dsdata.txt to determine how the superseded data were derived.
 CF0356
 CF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9911683898(NAD 83)
 CF0356_MARKER: DS = TRIANGULATION STATION DISK
 CF0356_SETTING: 66 = SET IN ROCK OUTCROP
 CF0356_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0356+STABILITY: POSITION/ELEVATION WELL
 CF0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0356+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CF0356
 CF0356  HISTORY     - Date     Condition        Report By
 CF0356  HISTORY     - 1938     MONUMENTED       CGS
 CF0356  HISTORY     - 1973     GOOD             AZHD
 CF0356  HISTORY     - 1986     GOOD             AZDT
 CF0356  HISTORY     - 20061209 GOOD             GEOCAC
 CF0356
 CF0356                          STATION DESCRIPTION
 CF0356
 CF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0356'STATION IS LOCATED ABOUT 4.0 MILES NW OF BISBEE AND ABOUT 2.0
 CF0356'MILES NW OF THE PASS ON U.S. HIGHWAY 80 AND 1/4 MILE NE OF
 CF0356'THE HIGHEST PEAK IN THIS VICINITY ON A ROCKY RIDGE WHICH IS
 CF0356'THE NE EXTENSION OF THE MAIN PEAK AND SEPARATED FROM IT BY A LOW
 CF0356'SADDLE.
 CF0356'
 CF0356'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0356'SET IN OUTCROPPING BEDROCK.
 CF0356'
 CF0356'TO REACH FROM BISBEE GO W FROM THE POST OFFICE ON U.S. HIGHWAY
 CF0356'80, 2.7 MILES TO THE TOP OF THE PASS.  AT THE HIGHEST POINT
 CF0356'OF U.S. HIGHWAY 80 IN THE PASS THERE IS AN OLD ROAD TURNING
 CF0356'RIGHT, N, THROUGH A CATTLE GUARD.  GO N ON THIS ROAD UP STEEP
 CF0356'GRADE 1.0 MILE TO THE END OF THE GRADED ROAD.  HERE THERE IS
 CF0356'A TRACK ROAD TURNING SHARP LEFT.  FOLLOW THIS ROUGH TRACK
 CF0356'ROAD (KEEPING MAIN RIGHT HAND TRACK AT FORKS) ALONG THE TOP OF
 CF0356'THE RIDGE 1.5 MILES TO A SADDLE AND OLD ROCK HOUSE ON THE
 CF0356'HILLSIDE AHEAD - END OF TRUCK TRAVEL.  PICK UP TRAIL 50 YARDS
 CF0356'W OF OLD ROCK HOUSE WHICH SKIRTS THE E SIDE OF THE PEAK
 CF0356'AHEAD AND COMES INTO A SADDLE.  AT THE SADDLE TURN RIGHT NE
 CF0356'ALONG THE RIDGE TO THE FIRST HIGH POINT AND STATION.  STATION
 CF0356'IS ABOUT 1.0 MILE FROM END OF TRUCK TRAVEL.  STATION AND
 CF0356'REFERENCE MARKS ARE IN BARE LEDGE ROCK AND EASILY LOCATED.
 CF0356'
 CF0356'AZIMUTH MARK IS AT END OF TRUCK TRAVEL 70 PACES S OF AN OLD
 CF0356'LOADING PLATFORM AND 20 FEET E OF ROAD.
 CF0356
 CF0356                          STATION RECOVERY (1973)
 CF0356
 CF0356'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (ARD)
 CF0356'A.  GENERAL LOCATION 4 AIRLINE MILES N.W. OF BISBEE AND 2 MILES
 CF0356'N.W. OF THE PASS ON U.S. HWY. 80.
 CF0356'
 CF0356'B.  TO REACH FROM THE POST OFFICE IN BISBEE, GO W. ON HWY 80,
 CF0356'2.7 MILES TO THE TOP OF THE PASS ON THE OLD HWY.  TURN RIGHT
 CF0356'UP DIRT RD LEADING TO A HILLTOP COVERED WITH MICROWAVE AND
 CF0356'RADIO TOWERS, FOR 2.3 MILES TO A FORK.  TAKE RT. FORK FOR 1.1
 CF0356'MILES AROUND THE WEST AND NORTH SIDES OF A SECOND HILL WITH
 CF0356'RADIO TOWER.  TO A DIM TRACK RD LEFT (N.E.) GO N.E. FOR 0.2
 CF0356'MILES ACROSS SMALL SADDLE, TO THE END OF TRUCK TRAVEL.  PACK
 CF0356'N.E.  600 FT OVER SMALL ROCKY KNOLL AND THROUGH SMALL SADDLE TO A
 CF0356'ROCKY RIDGE AND THE STATION.
 CF0356'
 CF0356'C.  STATION MARK STANDARD BRONZE DISKS SET IN ROCK OUTCROP
 CF0356'
 CF0356'D.  REFERENCE MARKS R.M. 1 AND R.M. 2 - STANDARD BRONZE DISKS SET
 CF0356'IN ROCK OUTCROP WERE RECOVERED IN GOOD CONDITION.
 CF0356'
 CF0356'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CF0356
 CF0356                          STATION RECOVERY (1986)
 CF0356
 CF0356'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0356'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CF0356'AS DESCRIBED IN 1938.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0356'
 CF0356'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE TRAVEL NORTHWEST
 CF0356'ALONG OLD U.S. HIGHWAY 80 FOR 1.35 MILES TO THE JUNCTION WITH THE NEW
 CF0356'ROUTE OF U.S. HIGHWAY 80.  BEAR LEFT ALONG THE OLD ROUTE PASSING UNDER
 CF0356'A HIGHWAY BRIDGE AND TRAVEL WEST AND NORTH FOR 1.4 MILES TO THE SUMMIT
 CF0356'AND A BLADED ROAD ON THE RIGHT.  TURN RIGHT ON THE BLADED ROAD FOR
 CF0356'2.35 MILES TO THE AZIMUTH MARK ON THE RIGHT IN A SMALL SADDLE WHICH IS
 CF0356'JUST PAST SOME RADIO TOWERS, CONTINUE 0.45 MILE TO A FORK.  TAKE THE
 CF0356'RIGHT FORK NORTHEAST FOR 0.35 MILE TO A TRACK ROAD ON THE LEFT.  TURN
 CF0356'LEFT ALONG THE RIDGE FOR 0.2 MILE TO END OF TRUCK TRAVEL.  PACK
 CF0356'NORTHEAST TO THE LAST HIGH POINT AND STATION.
 CF0356
 CF0356                          STATION RECOVERY (2006)
 CF0356
 CF0356'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CF0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1006 ***********************************************************************
 ET1006  DESIGNATION -  JUNIPER MESA
 ET1006  PID         -  ET1006
 ET1006  STATE/COUNTY-  AZ/YAVAPAI
 ET1006  USGS QUAD   -  INDIAN PEAK (1986)
 ET1006
 ET1006                         *CURRENT SURVEY CONTROL
 ET1006  ___________________________________________________________________
 ET1006* NAD 83(1992)-  34 57 43.43119(N)    112 51 17.65621(W)     ADJUSTED  
 ET1006* NAVD 88     -      1961.     (meters)    6434.     (feet)  SCALED    
 ET1006  ___________________________________________________________________
 ET1006  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 ET1006  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 ET1006  HORZ ORDER  -  THIRD
 ET1006
 ET1006.The horizontal coordinates were established by classical geodetic methods
 ET1006.and adjusted by the National Geodetic Survey in August 1993.
 ET1006
 ET1006.The orthometric height was scaled from a topographic map.
 ET1006
 ET1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1006
 ET1006.The geoid height was determined by GEOID03.
 ET1006
 ET1006;                    North         East     Units Scale Factor Converg.
 ET1006;SPC AZ C     -   439,768.060   127,677.718   MT  0.99999045   -0 32 15.6
 ET1006;SPC AZ C     - 1,442,808.60    418,890.15   iFT  0.99999045   -0 32 15.6
 ET1006;UTM  12      - 3,870,407.331   330,648.572   MT  0.99995348   -1 03 47.4
 ET1006
 ET1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1006!SPC AZ C     -   0.99969639  x   0.99999045  =   0.99968684
 ET1006!UTM  12      -   0.99969639  x   0.99995348  =   0.99964988
 ET1006
 ET1006                          SUPERSEDED SURVEY CONTROL
 ET1006
 ET1006  NAD 83(1986)-  34 57 43.43447(N)    112 51 17.64878(W) AD(       ) 3
 ET1006  NAD 27      -  34 57 43.37400(N)    112 51 14.99000(W) AD(       ) 3
 ET1006
 ET1006.Superseded values are not recommended for survey control.
 ET1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1006.See file dsdata.txt to determine how the superseded data were derived.
 ET1006
 ET1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3064970407(NAD 83)
 ET1006_MARKER: DD = SURVEY DISK
 ET1006_SETTING: 0 = UNSPECIFIED SETTING
 ET1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1006
 ET1006  HISTORY     - Date     Condition        Report By
 ET1006  HISTORY     - 1935     MONUMENTED       USFS
 ET1006
 ET1006                          STATION DESCRIPTION
 ET1006
 ET1006'DESCRIBED BY US FOREST SERVICE 1935
 ET1006'STATION IS ON A LEDGE ON THE MOST E PART OF JUNIPER MESA (NOT
 ET1006'ON THE HIGHEST POINT).  JUNIPER MESA IS THE HIGHEST POINT
 ET1006'IN THE WALNUT CREEK AREA.
 ET1006'
 ET1006'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN A LIMESTONE
 ET1006'LEDGE ROCK, STAMPED JUNIPER MESA 1935.
 ET1006'
 ET1006'TO REACH THE STATION FROM PRESCOTT, TAKE THE PRESCOTT-SELIGMAN
 ET1006'ROAD FOR APPROXIMATELY 44 MI. TO THE INTERSECTION WITH A
 ET1006'RANCH ROAD W.  THIS POINT IS 7.1 MI. N OF THE INTERSECTION OF
 ET1006'THE WALNUT CREEK RANGER STATION ROAD.  THENCE TAKE THIS ROAD
 ET1006'SW TO ITS TERMINUS AND WALK ABOUT ONE HOUR SE TO THE EDGE
 ET1006'OF THE MESA AND STATION.
 ET1006'
 ET1006'SIGNAL--FLUTTER FLAGS ON 8-FT. POLE SUPPORTED BY 6-FT. ROCK
 ET1006'CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1067 ***********************************************************************
 ES1067  DESIGNATION -  JUNIPER RIDGE LOT
 ES1067  PID         -  ES1067
 ES1067  STATE/COUNTY-  AZ/NAVAJO
 ES1067  USGS QUAD   -  PINEDALE (1970)
 ES1067
 ES1067                         *CURRENT SURVEY CONTROL
 ES1067  ___________________________________________________________________
 ES1067* NAD 83(1992)-  34 16 09.84553(N)    110 11 28.56574(W)     ADJUSTED  
 ES1067* NAVD 88     -      2135.     (meters)    7005.     (feet)  SCALED    
 ES1067  ___________________________________________________________________
 ES1067  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ES1067  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES1067  HORZ ORDER  -  THIRD
 ES1067
 ES1067.The horizontal coordinates were established by classical geodetic methods
 ES1067.and adjusted by the National Geodetic Survey in August 1993.
 ES1067
 ES1067.The orthometric height was scaled from a topographic map.
 ES1067
 ES1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1067
 ES1067.The geoid height was determined by GEOID03.
 ES1067
 ES1067;                    North         East     Units Scale Factor Converg.
 ES1067;SPC AZ E     -   362,534.453   211,094.614   MT  0.99990006   -0 00 49.9
 ES1067;SPC AZ E     - 1,189,417.50    692,567.63   iFT  0.99990006   -0 00 49.9
 ES1067;UTM  12      - 3,792,323.212   574,448.939   MT  0.99966832   +0 27 19.5
 ES1067
 ES1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1067!SPC AZ E     -   0.99966872  x   0.99990006  =   0.99956881
 ES1067!UTM  12      -   0.99966872  x   0.99966832  =   0.99933715
 ES1067
 ES1067                          SUPERSEDED SURVEY CONTROL
 ES1067
 ES1067  NAD 83(1986)-  34 16 09.84180(N)    110 11 28.56916(W) AD(       ) 4
 ES1067  NAD 27      -  34 16 09.69800(N)    110 11 26.15600(W) AD(       ) 3
 ES1067
 ES1067.Superseded values are not recommended for survey control.
 ES1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1067.See file dsdata.txt to determine how the superseded data were derived.
 ES1067
 ES1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC7444992323(NAD 83)
 ES1067_MARKER: 57 = LOOKOUT TOWER
 ES1067
 ES1067  HISTORY     - Date     Condition        Report By
 ES1067  HISTORY     - 1958     FIRST OBSERVED   CGS
 ES1067
 ES1067                          STATION DESCRIPTION
 ES1067
 ES1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1067'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES SOUTHWEST OF
 ES1067'TAYLOR, ABOUT 8 MILES WEST-NORTHWEST OF SHOW LOW AND ABOUT
 ES1067'4 MILES SOUTHEAST OF THE VILLAGE OF PINEDALE, ON THE HIGHEST
 ES1067'PART OF JUNIPER RIDGE.
 ES1067'
 ES1067'THE STATION IS CONSTRUCTED OF GALVANIZED STEEL, HAS A 22-FOOT
 ES1067'SQUARE BASE, A 14-FOOT SQUARE METAL LOOKOUT HOUSE ON TOP AND
 ES1067'THE OVERALL HEIGHT IS 63 FEET.  THE POINT OF INTERSECTION
 ES1067'WAS THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0254 ***********************************************************************
 GQ0254  DESIGNATION -  JUPITER
 GQ0254  PID         -  GQ0254
 GQ0254  STATE/COUNTY-  AZ/COCONINO
 GQ0254  USGS QUAD   -  SHIVA TEMPLE (1988)
 GQ0254
 GQ0254                         *CURRENT SURVEY CONTROL
 GQ0254  ___________________________________________________________________
 GQ0254* NAD 83(1992)-  36 10 49.29589(N)    112 07 42.58444(W)     ADJUSTED  
 GQ0254* NAVD 88     -      2366.0    (meters)    7762.     (feet)  VERTCON   
 GQ0254  ___________________________________________________________________
 GQ0254  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 GQ0254  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 GQ0254  HORZ ORDER  -  THIRD
 GQ0254
 GQ0254.The horizontal coordinates were established by classical geodetic methods
 GQ0254.and adjusted by the National Geodetic Survey in August 1993.
 GQ0254
 GQ0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0254
 GQ0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0254
 GQ0254.The geoid height was determined by GEOID03.
 GQ0254
 GQ0254;                    North         East     Units Scale Factor Converg.
 GQ0254;SPC AZ C     -   574,544.545   194,306.192   MT  0.99990447   -0 07 30.2
 GQ0254;SPC AZ C     - 1,884,988.66    637,487.51   iFT  0.99990447   -0 07 30.2
 GQ0254;UTM  12      - 4,004,543.307   398,521.459   MT  0.99972688   -0 39 58.5
 GQ0254
 GQ0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0254!SPC AZ C     -   0.99963237  x   0.99990447  =   0.99953688
 GQ0254!UTM  12      -   0.99963237  x   0.99972688  =   0.99935935
 GQ0254
 GQ0254:                Primary Azimuth Mark                     Grid Az
 GQ0254:SPC AZ C     -  ROWE                                     191 07 59.0
 GQ0254:UTM  12      -  ROWE                                     191 40 27.3
 GQ0254
 GQ0254|---------------------------------------------------------------------|
 GQ0254| PID    Reference Object                     Distance      Geod. Az  |
 GQ0254|                                                           dddmmss.s |
 GQ0254| GQ0267 ROWE                                APPROX.12.1 KM 1910028.8 |
 GQ0254|---------------------------------------------------------------------|
 GQ0254
 GQ0254                          SUPERSEDED SURVEY CONTROL
 GQ0254
 GQ0254  NAD 83(1986)-  36 10 49.29257(N)    112 07 42.58468(W) AD(       ) 3
 GQ0254  NGVD 29 (05/08/89) 2365.0    (m)         7759.     (f) VERT ANG    3  
 GQ0254
 GQ0254.Superseded values are not recommended for survey control.
 GQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0254.See file dsdata.txt to determine how the superseded data were derived.
 GQ0254
 GQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9852104543(NAD 83)
 GQ0254_MARKER: DS = TRIANGULATION STATION DISK
 GQ0254_SETTING: 80 = SET IN A BOULDER
 GQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0254+STABILITY: SURFACE MOTION
 GQ0254
 GQ0254  HISTORY     - Date     Condition        Report By
 GQ0254  HISTORY     - 1903     MONUMENTED       USGS
 GQ0254
 GQ0254                          STATION DESCRIPTION
 GQ0254
 GQ0254'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0254'LOCATED ON POINT JUPITER WHICH EXTENDS FARTHEST S. BETWEEN MOUTH
 GQ0254'OF BRIGHT ANGEL CREEK AND POINT SUBLIME, ON EXTREMITY OF POINT
 GQ0254'BEYOND ANY LARGE TIMBER.
 GQ0254'
 GQ0254'TO REACH FROM BRIGHT ANGEL SPRING, TAKE SADDLE HORSES.
 GQ0254'
 GQ0254'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, SET IN
 GQ0254'LIMESTONE ROCK.
 GQ0254'
 GQ0254'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0473 ***********************************************************************
 FR0473  DESIGNATION -  K 1
 FR0473  PID         -  FR0473
 FR0473  STATE/COUNTY-  AZ/MOHAVE
 FR0473  USGS QUAD   -  VALENTINE (1980)
 FR0473
 FR0473                         *CURRENT SURVEY CONTROL
 FR0473  ___________________________________________________________________
 FR0473* NAD 83(1986)-  35 22 38.     (N)    113 43 43.     (W)     SCALED    
 FR0473* NAVD 88     -      1081.028  (meters)    3546.67   (feet)  POSTED    
 FR0473  ___________________________________________________________________
 FR0473  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FR0473  DYNAMIC HT  -        1079.730 (meters)    3542.41  (feet)  COMP
 FR0473  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 FR0473
 FR0473  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0473
 FR0473.The horizontal coordinates were scaled from a topographic map and have
 FR0473.an estimated accuracy of +/- 6 seconds.
 FR0473
 FR0473.The orthometric height was determined by differential leveling
 FR0473.and adjusted by the  in 1992.
 FR0473.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0473.rate of 2.1 thru 3.0 mm/km.
 FR0473
 FR0473.The geoid height was determined by GEOID03.
 FR0473
 FR0473.The dynamic height is computed by dividing the NAVD 88
 FR0473.geopotential number by the normal gravity value computed on the
 FR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0473.degrees latitude (g = 980.6199 gals.).
 FR0473
 FR0473.The modeled gravity was interpolated from observed gravity values.
 FR0473
 FR0473;                    North         East    Units  Estimated Accuracy
 FR0473;SPC AZ W     -   485,440.      215,300.      MT  (+/- 180 meters Scaled)
 FR0473
 FR0473                          SUPERSEDED SURVEY CONTROL
 FR0473
 FR0473  NGVD 29 (??/??/92) 1080.227  (m)         3544.04   (f) ADJ UNCH    1 1
 FR0473
 FR0473.Superseded values are not recommended for survey control.
 FR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0473.See file dsdata.txt to determine how the superseded data were derived.
 FR0473
 FR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE521182(NAD 83)
 FR0473_MARKER: DB = BENCH MARK DISK
 FR0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0473_SP_SET: ABUTMENT
 FR0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0473
 FR0473  HISTORY     - Date     Condition        Report By
 FR0473  HISTORY     - UNK      MONUMENTED       CGS
 FR0473  HISTORY     - 1940     GOOD             NGS
 FR0473  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0473
 FR0473                          STATION DESCRIPTION
 FR0473
 FR0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0473'0.3 MI NW FROM HACKBERRY.
 FR0473'0.3 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0473'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, AT THE WEST END OF THE
 FR0473'RAILROAD BRIDGE OVER HACKBERRY WASH, IN THE TOP OF THE STONE ABUTMENT,
 FR0473'MIDWAY BETWEEN THE TWO TRACKS, AND 2 FEET LOWER THAN THE TOP OF THE
 FR0473'RAIL.  A STANDARD DISK.  NOTE-- STAMPING HAS BEEN OBLITERATED.
 FR0473
 FR0473                          STATION RECOVERY (1982)
 FR0473
 FR0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0473'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0337 ***********************************************************************
 DU0337  DESIGNATION -  K 101
 DU0337  PID         -  DU0337
 DU0337  STATE/COUNTY-  AZ/GILA
 DU0337  USGS QUAD   -  CHROME BUTTE (1966)
 DU0337
 DU0337                         *CURRENT SURVEY CONTROL
 DU0337  ___________________________________________________________________
 DU0337* NAD 83(1986)-  33 35 00.     (N)    110 39 05.     (W)     SCALED    
 DU0337* NAVD 88     -      1254.253  (meters)    4115.00   (feet)  ADJUSTED  
 DU0337  ___________________________________________________________________
 DU0337  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DU0337  DYNAMIC HT  -        1252.514 (meters)    4109.29  (feet)  COMP
 DU0337  MODELED GRAV-     979,206.8   (mgal)                       NAVD 88
 DU0337
 DU0337  VERT ORDER  -  SECOND    CLASS 0
 DU0337
 DU0337.The horizontal coordinates were scaled from a topographic map and have
 DU0337.an estimated accuracy of +/- 6 seconds.
 DU0337
 DU0337.The orthometric height was determined by differential leveling
 DU0337.and adjusted in June 1991.
 DU0337
 DU0337.The geoid height was determined by GEOID03.
 DU0337
 DU0337.The dynamic height is computed by dividing the NAVD 88
 DU0337.geopotential number by the normal gravity value computed on the
 DU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0337.degrees latitude (g = 980.6199 gals.).
 DU0337
 DU0337.The modeled gravity was interpolated from observed gravity values.
 DU0337
 DU0337;                    North         East    Units  Estimated Accuracy
 DU0337;SPC AZ E     -   286,550.      168,370.      MT  (+/- 180 meters Scaled)
 DU0337
 DU0337                          SUPERSEDED SURVEY CONTROL
 DU0337
 DU0337  NGVD 29 (??/??/92) 1253.578  (m)         4112.78   (f) ADJ UNCH    2 0
 DU0337
 DU0337.Superseded values are not recommended for survey control.
 DU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0337.See file dsdata.txt to determine how the superseded data were derived.
 DU0337
 DU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC323160(NAD 83)
 DU0337_MARKER: DD = SURVEY DISK
 DU0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0337_STAMPING: K 101 1935
 DU0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0337+STABILITY: SURFACE MOTION
 DU0337
 DU0337  HISTORY     - Date     Condition        Report By
 DU0337  HISTORY     - 1935     MONUMENTED       USFS
 DU0337  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0337  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0337
 DU0337                          STATION DESCRIPTION
 DU0337
 DU0337'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0337'19.8 MI NE FROM GLOBE.
 DU0337'19.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0337'ABOUT 120 FEET NORTH OF RIGHT-OF-WAY MARKER 986+66.9, AT THE LOW BANK
 DU0337'OF A CUT, AND ABOUT 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 DU0337'SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 60 HAS BEEN
 DU0337'REALIGNED AND THE AREA WHERE THIS BENCH MARK WAS LOCATED HAS BEEN
 DU0337'COVERED WITH FILL.
 DU0337
 DU0337                          STATION RECOVERY (1979)
 DU0337
 DU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0337'NOTE=THE ROAD HAS BEEN WIDENED AND REALIGNED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0521 ***********************************************************************
 ET0521  DESIGNATION -  K 102
 ET0521  PID         -  ET0521
 ET0521  STATE/COUNTY-  AZ/YAVAPAI
 ET0521  USGS QUAD   -  MOUNT JOSH (1979)
 ET0521
 ET0521                         *CURRENT SURVEY CONTROL
 ET0521  ___________________________________________________________________
 ET0521* NAD 83(1986)-  34 38 06.     (N)    112 39 05.     (W)     SCALED    
 ET0521* NAVD 88     -      1494.037  (meters)    4901.69   (feet)  POSTED    
 ET0521  ___________________________________________________________________
 ET0521  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 ET0521  DYNAMIC HT  -        1492.030 (meters)    4895.10  (feet)  COMP
 ET0521  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 ET0521
 ET0521  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0521
 ET0521.The horizontal coordinates were scaled from a topographic map and have
 ET0521.an estimated accuracy of +/- 6 seconds.
 ET0521
 ET0521.The orthometric height was determined by differential leveling
 ET0521.and adjusted in November 2005.
 ET0521.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0521.was located on a no-check spur therefore a value was not computed.
 ET0521.No vertical observational check was made to the station.
 ET0521
 ET0521.The geoid height was determined by GEOID03.
 ET0521
 ET0521.The dynamic height is computed by dividing the NAVD 88
 ET0521.geopotential number by the normal gravity value computed on the
 ET0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0521.degrees latitude (g = 980.6199 gals.).
 ET0521
 ET0521.The modeled gravity was interpolated from observed gravity values.
 ET0521
 ET0521;                    North         East    Units  Estimated Accuracy
 ET0521;SPC AZ C     -   403,330.      146,000.      MT  (+/- 180 meters Scaled)
 ET0521
 ET0521                          SUPERSEDED SURVEY CONTROL
 ET0521
 ET0521  NGVD 29 (??/??/92) 1493.192  (m)         4898.91   (f) ADJ UNCH    2 0
 ET0521
 ET0521.Superseded values are not recommended for survey control.
 ET0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0521.See file dsdata.txt to determine how the superseded data were derived.
 ET0521
 ET0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD486338(NAD 83)
 ET0521_MARKER: DD = SURVEY DISK
 ET0521_SETTING: 66 = SET IN ROCK OUTCROP
 ET0521_SP_SET: GRANITE OUTCROP
 ET0521_STAMPING: K 102 1935
 ET0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0521+STABILITY: POSITION/ELEVATION WELL
 ET0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0521+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0521
 ET0521  HISTORY     - Date     Condition        Report By
 ET0521  HISTORY     - 1935     MONUMENTED       USFS
 ET0521  HISTORY     - 1974     GOOD             USGS
 ET0521  HISTORY     - 20090122 GOOD             GEOCAC
 ET0521
 ET0521                          STATION DESCRIPTION
 ET0521
 ET0521'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0521'9.8 MI N FROM SKULL VALLEY.
 ET0521'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. NO. ALONG THE PAVED ROAD
 ET0521'TOWARD PRESCOTT, GO LEFT ON THE GRADED COUNTY RD. 2.9 MI. TO T-RD.
 ET0521'WEST, GO STRAIGHT 1.0 MI. TO T-RD. EAST, GO STRAIGHT 0.9 MI. ABOUT
 ET0521'0.25 MI. SW OF A LARGE RANCH HOUSE, AT THE N. EDGE OF A CLUMP OF OAK
 ET0521'TREES NEAR THE BASE OF A NE SLOPE, IN THE TOP OF A 4X5 FT. GRANITE
 ET0521'OUT-CROP 61 FT. WEST OF THE CENTER OF THE ROAD AND 6 FT. HIGHER.
 ET0521
 ET0521                          STATION RECOVERY (2009)
 ET0521
 ET0521'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0478 ***********************************************************************
 ET0478  DESIGNATION -  K 103
 ET0478  PID         -  ET0478
 ET0478  STATE/COUNTY-  AZ/YAVAPAI
 ET0478  USGS QUAD   -  INDIAN PEAK (1986)
 ET0478
 ET0478                         *CURRENT SURVEY CONTROL
 ET0478  ___________________________________________________________________
 ET0478* NAD 83(1986)-  34 55 57.     (N)    112 49 03.     (W)     SCALED    
 ET0478* NAVD 88     -      1557.194  (meters)    5108.89   (feet)  POSTED    
 ET0478  ___________________________________________________________________
 ET0478  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ET0478  DYNAMIC HT  -        1555.120 (meters)    5102.09  (feet)  COMP
 ET0478  MODELED GRAV-     979,249.1   (mgal)                       NAVD 88
 ET0478
 ET0478  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0478
 ET0478.The horizontal coordinates were scaled from a topographic map and have
 ET0478.an estimated accuracy of +/- 6 seconds.
 ET0478
 ET0478.The orthometric height was determined by differential leveling
 ET0478.and adjusted in November 2005.
 ET0478.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0478.was located on a no-check spur therefore a value was not computed.
 ET0478.No vertical observational check was made to the station.
 ET0478
 ET0478.The geoid height was determined by GEOID03.
 ET0478
 ET0478.The dynamic height is computed by dividing the NAVD 88
 ET0478.geopotential number by the normal gravity value computed on the
 ET0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0478.degrees latitude (g = 980.6199 gals.).
 ET0478
 ET0478.The modeled gravity was interpolated from observed gravity values.
 ET0478
 ET0478;                    North         East    Units  Estimated Accuracy
 ET0478;SPC AZ C     -   436,460.      131,060.      MT  (+/- 180 meters Scaled)
 ET0478
 ET0478                          SUPERSEDED SURVEY CONTROL
 ET0478
 ET0478  NGVD 29 (??/??/92) 1556.265  (m)         5105.85   (f) ADJ UNCH    2 0
 ET0478
 ET0478.Superseded values are not recommended for survey control.
 ET0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0478.See file dsdata.txt to determine how the superseded data were derived.
 ET0478
 ET0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD340670(NAD 83)
 ET0478_MARKER: DD = SURVEY DISK
 ET0478_SETTING: 66 = SET IN ROCK OUTCROP
 ET0478_SP_SET: ROCK LEDGE
 ET0478_STAMPING: K 103 1935
 ET0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0478+STABILITY: POSITION/ELEVATION WELL
 ET0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0478+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 ET0478
 ET0478  HISTORY     - Date     Condition        Report By
 ET0478  HISTORY     - 1935     MONUMENTED       USFS
 ET0478  HISTORY     - 1935     GOOD             NGS
 ET0478  HISTORY     - 20080531 GOOD             GEOCAC
 ET0478
 ET0478                          STATION DESCRIPTION
 ET0478
 ET0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0478'1.8 MI NW FROM WALNUT CREEK RANGER STATION.
 ET0478'1.8 MI. S.E. OF A CATTLE GUARD ACROSS ROAD, 300 FT. N. OF THE CENTER
 ET0478'LINE OF THE S. INTERSECTION OF ROADS FORMING A Y AND 45 FT. N. OF THE
 ET0478'CENTER LINE OF N. INTERSECTION, 27 FT. W. OF THE CENTERLINE MAIN ROAD,
 ET0478'STD. FOREST SERVICE DISC SET IN A RED ROCK LEDGE ABOUT 1 FT. ABOVE THE
 ET0478'ROAD BED, STAMPED K 103 1935.  NOTE-- INTERSECTION OF ROADS AT K-103
 ET0478'ARE TO SELIGMAN, SIMMONS AND WALNUT CREEK.
 ET0478
 ET0478                          STATION RECOVERY (2008)
 ET0478
 ET0478'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0482 ***********************************************************************
 DU0482  DESIGNATION -  K 107
 DU0482  PID         -  DU0482
 DU0482  STATE/COUNTY-  AZ/PINAL
 DU0482  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0482
 DU0482                         *CURRENT SURVEY CONTROL
 DU0482  ___________________________________________________________________
 DU0482* NAD 83(1986)-  33 15 48.     (N)    111 20 26.     (W)     SCALED    
 DU0482* NAVD 88     -       580.87   (+/-2cm)    1905.7    (feet)  VERTCON   
 DU0482  ___________________________________________________________________
 DU0482  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DU0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0482
 DU0482.The horizontal coordinates were scaled from a topographic map and have
 DU0482.an estimated accuracy of +/- 6 seconds.
 DU0482
 DU0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0482.The vertical order pertains to the NGVD 29 superseded value.
 DU0482
 DU0482.The geoid height was determined by GEOID03.
 DU0482
 DU0482;                    North         East    Units  Estimated Accuracy
 DU0482;SPC AZ C     -   251,100.      267,030.      MT  (+/- 180 meters Scaled)
 DU0482
 DU0482                          SUPERSEDED SURVEY CONTROL
 DU0482
 DU0482  NGVD 29 (??/??/92)  580.317  (m)         1903.92   (f) ADJ UNCH    2 0
 DU0482
 DU0482.Superseded values are not recommended for survey control.
 DU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0482.See file dsdata.txt to determine how the superseded data were derived.
 DU0482
 DU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB682805(NAD 83)
 DU0482_MARKER: DB = BENCH MARK DISK
 DU0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0482_STAMPING: K 107 1935
 DU0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0482+STABILITY: SURFACE MOTION
 DU0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0482+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU0482
 DU0482  HISTORY     - Date     Condition        Report By
 DU0482  HISTORY     - 1935     MONUMENTED       CGS
 DU0482  HISTORY     - 20070409 GOOD             GEOCAC
 DU0482  HISTORY     - 20081212 GOOD             GEOCAC
 DU0482
 DU0482                          STATION DESCRIPTION
 DU0482
 DU0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0482'0.6 MI NW FROM FLORENCE JUNCTION.
 DU0482'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.2
 DU0482'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, 300 FEET WEST OF SOME SMALL
 DU0482'ROCK KNOLLS, AT THE WEST END OF A MOUNTAIN RIDGE, AND 64 FEET WEST OF
 DU0482'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 107 1935
 DU0482'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 0.6 MILE NORTHWEST
 DU0482'ALONG OLD U.S. HIGHWAY 60 FROM FLORENCE JCT. 0.2 MILE NORTHWEST OF A
 DU0482'CURVE IN THE HIGHWAY.  300 FEET WEST OF SOME SMALL ROCK KNOLLS AT THE
 DU0482'WEST EDGE OF A MOUNTAIN RIDGE, AND 64 FEET WEST OF CENTERLINE OF THE
 DU0482'HIGHWAY.
 DU0482
 DU0482                          STATION RECOVERY (2007)
 DU0482
 DU0482'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0482'RECOVERED IN GOOD CONDITION.
 DU0482
 DU0482                          STATION RECOVERY (2008)
 DU0482
 DU0482'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0482'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0482'THE DESCRIPTION - THE MARK IS LOCATED 4.0 FEET WEST OF A WITNESS POST.
 DU0482'HANDHELD COORDINATES
 DU0482'33 15 48.2 (N)   111 20 27.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0450 ***********************************************************************
 DU0450  DESIGNATION -  K 108
 DU0450  PID         -  DU0450
 DU0450  STATE/COUNTY-  AZ/PINAL
 DU0450  USGS QUAD   -  FLORENCE NE (1966)
 DU0450
 DU0450                         *CURRENT SURVEY CONTROL
 DU0450  ___________________________________________________________________
 DU0450* NAD 83(1986)-  33 13 55.     (N)    111 20 37.     (W)     SCALED    
 DU0450* NAVD 88     -       563.60   (+/-2cm)    1849.1    (feet)  VERTCON   
 DU0450  ___________________________________________________________________
 DU0450  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0450
 DU0450.The horizontal coordinates were scaled from a topographic map and have
 DU0450.an estimated accuracy of +/- 6 seconds.
 DU0450
 DU0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0450.The vertical order pertains to the NGVD 29 superseded value.
 DU0450
 DU0450.The geoid height was determined by GEOID03.
 DU0450
 DU0450;                    North         East    Units  Estimated Accuracy
 DU0450;SPC AZ C     -   247,620.      266,770.      MT  (+/- 180 meters Scaled)
 DU0450
 DU0450                          SUPERSEDED SURVEY CONTROL
 DU0450
 DU0450  NGVD 29 (??/??/92)  563.055  (m)         1847.29   (f) ADJ UNCH    2 0
 DU0450
 DU0450.Superseded values are not recommended for survey control.
 DU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0450.See file dsdata.txt to determine how the superseded data were derived.
 DU0450
 DU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB679770(NAD 83)
 DU0450_MARKER: DB = BENCH MARK DISK
 DU0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0450_STAMPING: K 108 1935
 DU0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0450+STABILITY: SURFACE MOTION
 DU0450
 DU0450  HISTORY     - Date     Condition        Report By
 DU0450  HISTORY     - 1935     MONUMENTED       CGS
 DU0450  HISTORY     - 19950922 MARK NOT FOUND   USPSQD
 DU0450  HISTORY     - 20070324 POOR             GEOCAC
 DU0450
 DU0450                          STATION DESCRIPTION
 DU0450
 DU0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0450'1.9 MI S FROM FLORENCE JUNCTION.
 DU0450'1.9 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM FLORENCE JUNCTION, AT THE
 DU0450'CROSSING OF THE SOUTHERN PACIFIC CO. RAILROAD, 80 FEET NORTH OF THE
 DU0450'CENTERLINE OF THE TRACK, AND 58 FEET EAST OF THE CENTERLINE OF THE
 DU0450'HIGHWAY.  A STANDARD DISK, STAMPED K 108 1935 AND SET IN THE TOP OF A
 DU0450'CONCRETE POST.
 DU0450
 DU0450                          STATION RECOVERY (1995)
 DU0450
 DU0450'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0450'MARK NOT FOUND.
 DU0450
 DU0450                          STATION RECOVERY (2007)
 DU0450
 DU0450'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0450'THE MARK HAS BEEN STRUCK BY ROAD MACHINERY AND IS LEANING AT ABOUT A
 DU0450'FORTY-FIVE DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0393 ***********************************************************************
 DA0393  DESIGNATION -  K 109
 DA0393  PID         -  DA0393
 DA0393  STATE/COUNTY-  AZ/PIMA
 DA0393  USGS QUAD   -  BATES WELL (1990)
 DA0393
 DA0393                         *CURRENT SURVEY CONTROL
 DA0393  ___________________________________________________________________
 DA0393* NAD 83(1986)-  32 10 10.     (N)    112 57 05.     (W)     SCALED    
 DA0393* NAVD 88     -       412.04   (+/-2cm)    1351.8    (feet)  VERTCON   
 DA0393  ___________________________________________________________________
 DA0393  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0393
 DA0393.The horizontal coordinates were scaled from a topographic map and have
 DA0393.an estimated accuracy of +/- 6 seconds.
 DA0393
 DA0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0393.The vertical order pertains to the NGVD 29 superseded value.
 DA0393
 DA0393.The geoid height was determined by GEOID03.
 DA0393
 DA0393;                    North         East    Units  Estimated Accuracy
 DA0393;SPC AZ C     -   130,120.      115,770.      MT  (+/- 180 meters Scaled)
 DA0393
 DA0393                          SUPERSEDED SURVEY CONTROL
 DA0393
 DA0393  NGVD 29 (??/??/92)  411.333  (m)         1349.52   (f) ADJ UNCH    2 0
 DA0393
 DA0393.Superseded values are not recommended for survey control.
 DA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0393.See file dsdata.txt to determine how the superseded data were derived.
 DA0393
 DA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA160608(NAD 83)
 DA0393_MARKER: DB = BENCH MARK DISK
 DA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0393_STAMPING: K 109 1935
 DA0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0393+STABILITY: SURFACE MOTION
 DA0393
 DA0393  HISTORY     - Date     Condition        Report By
 DA0393  HISTORY     - 1935     MONUMENTED       CGS
 DA0393  HISTORY     - 1962     GOOD             NGS
 DA0393  HISTORY     - 19871209 MARK NOT FOUND   USPSQD
 DA0393
 DA0393                          STATION DESCRIPTION
 DA0393
 DA0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0393'19.55 MI S FROM AJO.
 DA0393'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0393'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0393'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0393'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0393'BATES WELL AND HENRY GRAYS RANCH HOUSE, ABOUT 0.2 MILE WEST OF THE
 DA0393'MOST EASTERLY OF THREE WELLS, 312 FEET SOUTH OF THE SOUTHWEST CORNER
 DA0393'OF HENRY GRAYS RANCH HOUSE, 57 FEET SOUTH OF THE CENTER OF THE
 DA0393'JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING EAST, 10 FEET EAST
 DA0393'OF THE CENTER LINE OF A NORTH-SOUTH TRAIL ROAD, 19 FEET NORTHWEST OF
 DA0393'AN 18-INCH FORKED TREE AT THE WEST SIDE OF AN OLD SHACK, AT THE WEST
 DA0393'SIDE OF AN OLD WOODEN FENCE, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET
 DA0393'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DA0393
 DA0393                          STATION RECOVERY (1987)
 DA0393
 DA0393'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 DA0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0695 ***********************************************************************
 CZ0695  DESIGNATION -  K 11
 CZ0695  PID         -  CZ0695
 CZ0695  STATE/COUNTY-  AZ/PIMA
 CZ0695  USGS QUAD   -  AVRA (1992)
 CZ0695
 CZ0695                         *CURRENT SURVEY CONTROL
 CZ0695  ___________________________________________________________________
 CZ0695* NAD 83(1986)-  32 20 07.     (N)    111 15 01.     (W)     SCALED    
 CZ0695* NAVD 88     -       636.94   (+/-2cm)    2089.7    (feet)  VERTCON   
 CZ0695  ___________________________________________________________________
 CZ0695  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0695
 CZ0695.The horizontal coordinates were scaled from a topographic map and have
 CZ0695.an estimated accuracy of +/- 6 seconds.
 CZ0695
 CZ0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0695.The vertical order pertains to the NGVD 29 superseded value.
 CZ0695
 CZ0695.The geoid height was determined by GEOID03.
 CZ0695
 CZ0695;                    North         East    Units  Estimated Accuracy
 CZ0695;SPC AZ C     -   148,240.      276,090.      MT  (+/- 180 meters Scaled)
 CZ0695
 CZ0695                          SUPERSEDED SURVEY CONTROL
 CZ0695
 CZ0695  NGVD 29 (??/??/92)  636.328  (m)         2087.69   (f) ADJ UNCH    2 0
 CZ0695
 CZ0695.Superseded values are not recommended for survey control.
 CZ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0695.See file dsdata.txt to determine how the superseded data were derived.
 CZ0695
 CZ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA764776(NAD 83)
 CZ0695_MARKER: DD = SURVEY DISK
 CZ0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0695_STAMPING: K 11 1934 2088
 CZ0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0695+STABILITY: SURFACE MOTION
 CZ0695
 CZ0695  HISTORY     - Date     Condition        Report By
 CZ0695  HISTORY     - 1934     MONUMENTED       USGS
 CZ0695  HISTORY     - 1951     GOOD             NGS
 CZ0695
 CZ0695                          STATION DESCRIPTION
 CZ0695
 CZ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0695'11.7 MI W FROM RILLITO.
 CZ0695'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0695'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0695'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0695'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, THENCE 1.6
 CZ0695'MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 4.3 MILES SOUTH ALONG A
 CZ0695'TRACK ROAD, ABOUT 0.3 MILE NORTH OF A T JUNCTION OF A TRACK ROAD
 CZ0695'LEADING EAST-WEST, AT A T LEADING EAST IN THE NORTH-SOUTH POWER LINE,
 CZ0695'82.7 FEET NORTHEAST OF A POWER LINE POLE, 40.4 FEET EAST OF A FENCE
 CZ0695'CORNER, 22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 CZ0695'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0695'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS APPARENTLY
 CZ0695'HIT BY A PIECE OF FARM EQUIPMENT AS A PIECE OF THE CONCRETE POST IS
 CZ0695'CHIPED OFF AND THE TOP OF THE DISK HAD BEEN SCRAPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0392 ***********************************************************************
 DA0392  DESIGNATION -  K 110
 DA0392  PID         -  DA0392
 DA0392  STATE/COUNTY-  AZ/PIMA
 DA0392  USGS QUAD   -  BATES WELL (1990)
 DA0392
 DA0392                         *CURRENT SURVEY CONTROL
 DA0392  ___________________________________________________________________
 DA0392* NAD 83(1986)-  32 10 25.     (N)    112 56 37.     (W)     SCALED    
 DA0392* NAVD 88     -       419.55   (+/-2cm)    1376.5    (feet)  VERTCON   
 DA0392  ___________________________________________________________________
 DA0392  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DA0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0392
 DA0392.The horizontal coordinates were scaled from a topographic map and have
 DA0392.an estimated accuracy of +/- 6 seconds.
 DA0392
 DA0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0392.The vertical order pertains to the NGVD 29 superseded value.
 DA0392
 DA0392.The geoid height was determined by GEOID03.
 DA0392
 DA0392;                    North         East    Units  Estimated Accuracy
 DA0392;SPC AZ C     -   130,580.      116,510.      MT  (+/- 180 meters Scaled)
 DA0392
 DA0392                          SUPERSEDED SURVEY CONTROL
 DA0392
 DA0392  NGVD 29 (??/??/92)  418.848  (m)         1374.17   (f) ADJ UNCH    2 0
 DA0392
 DA0392.Superseded values are not recommended for survey control.
 DA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0392.See file dsdata.txt to determine how the superseded data were derived.
 DA0392
 DA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA167613(NAD 83)
 DA0392_MARKER: DB = BENCH MARK DISK
 DA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0392_STAMPING: K 110 1935
 DA0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0392+STABILITY: SURFACE MOTION
 DA0392
 DA0392  HISTORY     - Date     Condition        Report By
 DA0392  HISTORY     - 1935     MONUMENTED       CGS
 DA0392  HISTORY     - 1952     GOOD             NGS
 DA0392
 DA0392                          STATION DESCRIPTION
 DA0392
 DA0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0392'18.4 MI S FROM AJO.
 DA0392'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0392'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0392'ALONG HIGHWAY 86 TO THE JUNCTION OF DARBY WELL ROAD, THENCE 16.35
 DA0392'MILES SOUTHWEST AND SOUTH ALONG THE DARBY WELL AND BATES WELL ROAD, 41
 DA0392'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 13 1/2 FEET
 DA0392'EAST OF THE CENTER LINE OF THE ROAD LEADING TO GROWLER CANYON, 2.1
 DA0392'FEET EAST OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.4 FEET,
 DA0392'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0158 ***********************************************************************
 GQ0158  DESIGNATION -  K 111
 GQ0158  PID         -  GQ0158
 GQ0158  STATE/COUNTY-  AZ/MOHAVE
 GQ0158  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0158
 GQ0158                         *CURRENT SURVEY CONTROL
 GQ0158  ___________________________________________________________________
 GQ0158* NAD 83(1986)-  36 53 59.     (N)    113 56 01.     (W)     SCALED    
 GQ0158* NAVD 88     -       560.536  (meters)    1839.03   (feet)  POSTED    
 GQ0158  ___________________________________________________________________
 GQ0158  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GQ0158  DYNAMIC HT  -         559.970 (meters)    1837.17  (feet)  COMP
 GQ0158  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 GQ0158
 GQ0158  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GQ0158
 GQ0158.The horizontal coordinates were scaled from a topographic map and have
 GQ0158.an estimated accuracy of +/- 6 seconds.
 GQ0158
 GQ0158.The orthometric height was determined by differential leveling
 GQ0158.and adjusted by the  in 1992.
 GQ0158.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GQ0158.rate of 3.1 thru 4.0 mm/km.
 GQ0158
 GQ0158.The geoid height was determined by GEOID03.
 GQ0158
 GQ0158.The dynamic height is computed by dividing the NAVD 88
 GQ0158.geopotential number by the normal gravity value computed on the
 GQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0158.degrees latitude (g = 980.6199 gals.).
 GQ0158
 GQ0158.The modeled gravity was interpolated from observed gravity values.
 GQ0158
 GQ0158;                    North         East    Units  Estimated Accuracy
 GQ0158;SPC AZ W     -   654,380.      197,000.      MT  (+/- 180 meters Scaled)
 GQ0158
 GQ0158                          SUPERSEDED SURVEY CONTROL
 GQ0158
 GQ0158  NGVD 29 (??/??/92)  559.799  (m)         1836.61   (f) ADJ UNCH    1 1
 GQ0158
 GQ0158.Superseded values are not recommended for survey control.
 GQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0158.See file dsdata.txt to determine how the superseded data were derived.
 GQ0158
 GQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF386877(NAD 83)
 GQ0158_MARKER: DB = BENCH MARK DISK
 GQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0158_STAMPING: K 111 1935
 GQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0158+STABILITY: SURFACE MOTION
 GQ0158
 GQ0158  HISTORY     - Date     Condition        Report By
 GQ0158  HISTORY     - 1935     MONUMENTED       CGS
 GQ0158  HISTORY     - 1941     GOOD             NGS
 GQ0158  HISTORY     - 1979     MARK NOT FOUND   USGS
 GQ0158  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0158
 GQ0158                          STATION DESCRIPTION
 GQ0158
 GQ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GQ0158'IN BEAVER DAM LODGE.
 GQ0158'AT BEAVER DAM LODGE, MOHAVE COUNTY, ON U. S. HIGHWAY 91, 66 FEET SOUTH
 GQ0158'OF THE SOUTHEAST CORNER OF A CONOCO SERVICE STATION, 50 FEET WEST OF
 GQ0158'THE CENTERLINE OF THE HIGHWAY, AND 25 FEET EAST OF THE EAST SIDE OF A
 GQ0158'SMALL PARK.  A STANDARD DISK, STAMPED K 111 1935 AND SET IN THE TOP OF
 GQ0158'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 GQ0158
 GQ0158                          STATION RECOVERY (1941)
 GQ0158
 GQ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 GQ0158'RECOVERED IN GOOD CONDITION.
 GQ0158
 GQ0158                          STATION RECOVERY (1979)
 GQ0158
 GQ0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0158'MARK NOT FOUND.
 GQ0158
 GQ0158                          STATION RECOVERY (1982)
 GQ0158
 GQ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0158'NOT RECOVERED, AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0726 ***********************************************************************
 CZ0726  DESIGNATION -  K 112
 CZ0726  PID         -  CZ0726
 CZ0726  STATE/COUNTY-  AZ/PIMA
 CZ0726  USGS QUAD   -  AVRA (1992)
 CZ0726
 CZ0726                         *CURRENT SURVEY CONTROL
 CZ0726  ___________________________________________________________________
 CZ0726* NAD 83(1986)-  32 15 34.     (N)    111 12 24.     (W)     SCALED    
 CZ0726* NAVD 88     -       749.09   (+/-2cm)    2457.6    (feet)  VERTCON   
 CZ0726  ___________________________________________________________________
 CZ0726  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CZ0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0726
 CZ0726.The horizontal coordinates were scaled from a topographic map and have
 CZ0726.an estimated accuracy of +/- 6 seconds.
 CZ0726
 CZ0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0726.The vertical order pertains to the NGVD 29 superseded value.
 CZ0726
 CZ0726.The geoid height was determined by GEOID03.
 CZ0726
 CZ0726;                    North         East    Units  Estimated Accuracy
 CZ0726;SPC AZ C     -   139,860.      280,260.      MT  (+/- 180 meters Scaled)
 CZ0726
 CZ0726                          SUPERSEDED SURVEY CONTROL
 CZ0726
 CZ0726  NGVD 29 (??/??/92)  748.428  (m)         2455.47   (f) ADJ UNCH    2 0
 CZ0726
 CZ0726.Superseded values are not recommended for survey control.
 CZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0726.See file dsdata.txt to determine how the superseded data were derived.
 CZ0726
 CZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA805692(NAD 83)
 CZ0726_MARKER: DB = BENCH MARK DISK
 CZ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0726_STAMPING: K 112 1935
 CZ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0726+STABILITY: SURFACE MOTION
 CZ0726
 CZ0726  HISTORY     - Date     Condition        Report By
 CZ0726  HISTORY     - 1935     MONUMENTED       CGS
 CZ0726  HISTORY     - 1951     GOOD             NGS
 CZ0726
 CZ0726                          STATION DESCRIPTION
 CZ0726
 CZ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0726'18.1 MI W FROM TUCSON.
 CZ0726'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0726'HIGHWAY 86, THENCE 11.9 MILES NORTHWEST ALONG THE KINNEY ROAD (VIA
 CZ0726'MCCAIN LOOP), 0.2 MILE NORTH OF A T JUNCTION OF A GRADED ROAD LEADING
 CZ0726'WEST, AT A POINT WHERE AN EAST-WEST SANDY WASH CROSSES THE ROAD, 24
 CZ0726'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF
 CZ0726'THE APPROXIMATE CENTER OF THE WASH, 2.2 FEET SOUTH OF A WITNESS POST,
 CZ0726'AND SET IN A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0416 ***********************************************************************
 CG0416  DESIGNATION -  K 113
 CG0416  PID         -  CG0416
 CG0416  STATE/COUNTY-  AZ/PIMA
 CG0416  USGS QUAD   -  FRESNO WASH (1982)
 CG0416
 CG0416                         *CURRENT SURVEY CONTROL
 CG0416  ___________________________________________________________________
 CG0416* NAD 83(1986)-  31 50 57.     (N)    111 23 53.     (W)     SCALED    
 CG0416* NAVD 88     -       915.89   (+/-2cm)    3004.9    (feet)  VERTCON   
 CG0416  ___________________________________________________________________
 CG0416  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CG0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0416
 CG0416.The horizontal coordinates were scaled from a topographic map and have
 CG0416.an estimated accuracy of +/- 6 seconds.
 CG0416
 CG0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0416.The vertical order pertains to the NGVD 29 superseded value.
 CG0416
 CG0416.The geoid height was determined by GEOID03.
 CG0416
 CG0416;                    North         East    Units  Estimated Accuracy
 CG0416;SPC AZ C     -    94,260.      262,440.      MT  (+/- 180 meters Scaled)
 CG0416
 CG0416                          SUPERSEDED SURVEY CONTROL
 CG0416
 CG0416  NGVD 29 (??/??/92)  915.151  (m)         3002.46   (f) ADJ UNCH    2 0
 CG0416
 CG0416.Superseded values are not recommended for survey control.
 CG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0416.See file dsdata.txt to determine how the superseded data were derived.
 CG0416
 CG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA623237(NAD 83)
 CG0416_MARKER: DB = BENCH MARK DISK
 CG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0416_STAMPING: K 113 1935
 CG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0416+STABILITY: SURFACE MOTION
 CG0416
 CG0416  HISTORY     - Date     Condition        Report By
 CG0416  HISTORY     - 1935     MONUMENTED       CGS
 CG0416  HISTORY     - 1951     GOOD             NGS
 CG0416  HISTORY     - 1977     GOOD             USGS
 CG0416  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0416
 CG0416                          STATION DESCRIPTION
 CG0416
 CG0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0416'17.35 MI S FROM THREE POINTS.
 CG0416'17.35 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0416'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 2.4 MILES SOUTH OF THE
 CG0416'PALO ALTO RANCH, AT A LARGE WASH ACROSS THE ROAD WITH CONCRETE SLABS
 CG0416'PILED ON THE NORTHWEST EDGE OF THE WASH, AND AT A T JUNCTION OF THE
 CG0416'MAIN ROAD AND A TRACK ROAD LEADING SOUTHEAST, 144.8 FEET NORTH OF
 CG0416'(USGS CHISELED SQUARE) IN A CONCRETE HEADWALL, 111 FEET SOUTHWEST OF
 CG0416'THE CENTER OF A LARGE WASH, 40 1/2 FEET WEST OF THE CENTER LINE OF THE
 CG0416'MAIN ROAD AT THE CENTER OF A T JUNCTION, 2.3 FEET NORTHEAST OF THE
 CG0416'WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 CG0416'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0416
 CG0416                          STATION RECOVERY (1977)
 CG0416
 CG0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0416'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0416'286.
 CG0416
 CG0416                          STATION RECOVERY (2001)
 CG0416
 CG0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0493 ***********************************************************************
 CG0493  DESIGNATION -  K 114
 CG0493  PID         -  CG0493
 CG0493  STATE/COUNTY-  AZ/PIMA
 CG0493  USGS QUAD   -  TWIN BUTTES (1981)
 CG0493
 CG0493                         *CURRENT SURVEY CONTROL
 CG0493  ___________________________________________________________________
 CG0493* NAD 83(1986)-  31 55 32.     (N)    111 03 35.     (W)     SCALED    
 CG0493* NAVD 88     -      1040.53   (+/-2cm)    3413.8    (feet)  VERTCON   
 CG0493  ___________________________________________________________________
 CG0493  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0493
 CG0493.The horizontal coordinates were scaled from a topographic map and have
 CG0493.an estimated accuracy of +/- 6 seconds.
 CG0493
 CG0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0493.The vertical order pertains to the NGVD 29 superseded value.
 CG0493
 CG0493.The geoid height was determined by GEOID03.
 CG0493
 CG0493;                    North         East    Units  Estimated Accuracy
 CG0493;SPC AZ C     -   102,930.      294,390.      MT  (+/- 180 meters Scaled)
 CG0493
 CG0493                          SUPERSEDED SURVEY CONTROL
 CG0493
 CG0493  NGVD 29 (??/??/92) 1039.784  (m)         3411.36   (f) ADJ UNCH    2 0
 CG0493
 CG0493.Superseded values are not recommended for survey control.
 CG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0493.See file dsdata.txt to determine how the superseded data were derived.
 CG0493
 CG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943321(NAD 83)
 CG0493_MARKER: DB = BENCH MARK DISK
 CG0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0493_STAMPING: K 114 1935
 CG0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0493+STABILITY: SURFACE MOTION
 CG0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0493+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0493
 CG0493  HISTORY     - Date     Condition        Report By
 CG0493  HISTORY     - 1935     MONUMENTED       CGS
 CG0493  HISTORY     - 1959     GOOD             NGS
 CG0493  HISTORY     - 1976     GOOD             USGS
 CG0493  HISTORY     - 20060316 GOOD             USPSQD
 CG0493
 CG0493                          STATION DESCRIPTION
 CG0493
 CG0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CG0493'6.5 MI SW FROM SAHUARITA.
 CG0493'2.1 MILES NORTH ALONG THE SAN XAVIER ROAD FROM TWIN BUTTES, 300 FEET
 CG0493'SOUTH OF THREE MAIL BOXES AT THE JUNCTION OF A ROAD LEADING EAST, AND
 CG0493'49 FEET EAST OF THE CENTERLINE OF THE SAN XAVIER ROAD.  A STANDARD
 CG0493'DISK, STAMPED K 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0493
 CG0493                          STATION RECOVERY (1976)
 CG0493
 CG0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0493'4.0 MILES SOUTH ALONG THE TWIN BUTTES ROAD FROM SAN XAVIER, PIMA
 CG0493'COUNTY, 280 FEET SOUTH OF THE SAHUARITA ROAD JUNCTION, 45 FEET EAST
 CG0493'FROM THE CENTER LINE OF THE TWIN BUTTES ROAD. A STANDARD DISK,
 CG0493'STAMPED K 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0493
 CG0493                          STATION RECOVERY (2006)
 CG0493
 CG0493'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0493'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0446 ***********************************************************************
 CG0446  DESIGNATION -  K 115
 CG0446  PID         -  CG0446
 CG0446  STATE/COUNTY-  AZ/PIMA
 CG0446  USGS QUAD   -  STEVENS MTN (1982)
 CG0446
 CG0446                         *CURRENT SURVEY CONTROL
 CG0446  ___________________________________________________________________
 CG0446* NAD 83(1986)-  31 55 48.     (N)    111 16 05.     (W)     SCALED    
 CG0446* NAVD 88     -      1167.11   (+/-2cm)    3829.1    (feet)  VERTCON   
 CG0446  ___________________________________________________________________
 CG0446  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0446
 CG0446.The horizontal coordinates were scaled from a topographic map and have
 CG0446.an estimated accuracy of +/- 6 seconds.
 CG0446
 CG0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0446.The vertical order pertains to the NGVD 29 superseded value.
 CG0446
 CG0446.The geoid height was determined by GEOID03.
 CG0446
 CG0446;                    North         East    Units  Estimated Accuracy
 CG0446;SPC AZ C     -   103,290.      274,690.      MT  (+/- 180 meters Scaled)
 CG0446
 CG0446                          SUPERSEDED SURVEY CONTROL
 CG0446
 CG0446  NGVD 29 (??/??/92) 1166.315  (m)         3826.49   (f) ADJ UNCH    2 0
 CG0446
 CG0446.Superseded values are not recommended for survey control.
 CG0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0446.See file dsdata.txt to determine how the superseded data were derived.
 CG0446
 CG0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA746327(NAD 83)
 CG0446_MARKER: DB = BENCH MARK DISK
 CG0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0446_STAMPING: K 115 1935
 CG0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0446+STABILITY: SURFACE MOTION
 CG0446
 CG0446  HISTORY     - Date     Condition        Report By
 CG0446  HISTORY     - 1935     MONUMENTED       CGS
 CG0446  HISTORY     - 1975     GOOD             USGS
 CG0446
 CG0446                          STATION DESCRIPTION
 CG0446
 CG0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0446'14.3 MI SW FROM SAN XAVIER.
 CG0446'14.3 MILES SOUTHWEST OF SAN XAVIER, PIMA COUNTY.  THIS BENCH MARK MAY
 CG0446'BE REACHED BY GOING 0.7 MILE NORTH ALONG THE TUCSON ROAD, THENCE 11.7
 CG0446'MILES SOUTHWEST ALONG THE SOTO RANCH ROAD, AND THENCE 1.9 MILES SOUTH
 CG0446'ALONG THE YELLOW BIRD MINE ROAD.  IT IS 1.5 MILES SOUTHWEST OF THE
 CG0446'SOTO JR. RANCH HOUSE, 375 FEET SOUTHWEST OF A WIDE ARROYO, AND 30 FEET
 CG0446'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 115
 CG0446'1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0446
 CG0446                          STATION RECOVERY (1975)
 CG0446
 CG0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0446'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.,
 CG0446'THENCE 11.6 MI S. ALONG SIERRITA MTN. RD., THENCE 0.3 MI SW. ALONG
 CG0446'WINTHROP RD. 105 FT E. OF CENTERLINE OF RD. SET IN CONCRETE POST. NGS
 CG0446'DISK STAMPED K 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0495 ***********************************************************************
 FS0495  DESIGNATION -  K 116
 FS0495  PID         -  FS0495
 FS0495  STATE/COUNTY-  AZ/MOHAVE
 FS0495  USGS QUAD   -  GRASSHOPPER JUNCTION NW (1967)
 FS0495
 FS0495                         *CURRENT SURVEY CONTROL
 FS0495  ___________________________________________________________________
 FS0495* NAD 83(2007)-  35 29 23.73737(N)    114 25 26.13975(W)     ADJUSTED  
 FS0495* NAVD 88     -       970.732  (meters)    3184.81   (feet)  POSTED    
 FS0495  ___________________________________________________________________
 FS0495  EPOCH DATE  -        2007.00
 FS0495  X           -  -2,150,049.034 (meters)                     COMP
 FS0495  Y           -  -4,734,500.155 (meters)                     COMP
 FS0495  Z           -   3,682,805.004 (meters)                     COMP
 FS0495  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 FS0495  ELLIP HEIGHT-         942.074 (meters)          (03/02/09) ADJUSTED
 FS0495  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FS0495  DYNAMIC HT  -         969.630 (meters)    3181.19  (feet)  COMP
 FS0495  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 FS0495
 FS0495  HORZ ORDER  -  A
 FS0495  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0495  ELLP ORDER  -  FOURTH    CLASS I
 FS0495
 FS0495.The horizontal coordinates were established by GPS observations
 FS0495.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS0495
 FS0495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0495.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0495.The horizontal coordinates are valid at the epoch date displayed above.
 FS0495.The epoch date for horizontal control is a decimal equivalence
 FS0495.of Year/Month/Day.
 FS0495
 FS0495.The orthometric height was determined by differential leveling
 FS0495.and adjusted by the  in 1992.
 FS0495.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0495.rate of 1.1 thru 2.0 mm/km.
 FS0495
 FS0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0495
 FS0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0495
 FS0495.The ellipsoidal height was determined by GPS observations
 FS0495.and is referenced to NAD 83.
 FS0495
 FS0495.The geoid height was determined by GEOID03.
 FS0495
 FS0495.The dynamic height is computed by dividing the NAVD 88
 FS0495.geopotential number by the normal gravity value computed on the
 FS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0495.degrees latitude (g = 980.6199 gals.).
 FS0495
 FS0495.The modeled gravity was interpolated from observed gravity values.
 FS0495
 FS0495;                    North         East     Units Scale Factor Converg.
 FS0495;SPC AZ W     -   498,149.160   152,210.930   MT  0.99997940   -0 23 28.6
 FS0495;SPC AZ W     - 1,634,347.64    499,379.69   iFT  0.99997940   -0 23 28.6
 FS0495;UTM  11      - 3,930,427.429   733,687.020   MT  1.00027302   +1 29 46.5
 FS0495
 FS0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0495!SPC AZ W     -   0.99985216  x   0.99997940  =   0.99983156
 FS0495!UTM  11      -   0.99985216  x   1.00027302  =   1.00012513
 FS0495
 FS0495                          SUPERSEDED SURVEY CONTROL
 FS0495
 FS0495  NAVD 88 (03/02/09)  970.73   (m)         3184.8    (f) LEVELING    3  
 FS0495  NGVD 29 (??/??/92)  969.952  (m)         3182.25   (f) ADJ UNCH    1 2
 FS0495
 FS0495.Superseded values are not recommended for survey control.
 FS0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0495.See file dsdata.txt to determine how the superseded data were derived.
 FS0495
 FS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3368730427(NAD 83)
 FS0495_MARKER: DB = BENCH MARK DISK
 FS0495_SETTING: 66 = SET IN ROCK OUTCROP
 FS0495_SP_SET: ROCK OUTCROP
 FS0495_STAMPING: K 116 1935
 FS0495_MARK LOGO: CGS   
 FS0495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0495+STABILITY: POSITION/ELEVATION WELL
 FS0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0495+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 FS0495
 FS0495  HISTORY     - Date     Condition        Report By
 FS0495  HISTORY     - 1935     MONUMENTED       CGS
 FS0495  HISTORY     - 1950     GOOD             NGS
 FS0495  HISTORY     - 20081114 GOOD             GEOANA
 FS0495
 FS0495                          STATION DESCRIPTION
 FS0495
 FS0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0495'13 MI NW FROM GRASSHOPPER JUNCTION.
 FS0495'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0495'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 5.6 MILES WEST
 FS0495'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.4
 FS0495'MILE EAST OF A CATTLE GUARD, ABOUT 74 YARDS WEST OF A POINT
 FS0495'WHERE THE ROAD CROSSES A DRY WASH, IN THE TOP OF A BASALT
 FS0495'OUTCROP, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.4
 FS0495'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 FS0495'ROAD, AND FLUSH WITH THE GROUND.
 FS0495
 FS0495                          STATION RECOVERY (2008)
 FS0495
 FS0495'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0495'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY NICK BOONE
 FS0495'(MOHAVE COUNTY) FOLLOWS.
 FS0495' 
 FS0495'THE STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) WEST-NORTHWEST OF
 FS0495'CHLORIDE, 11.3 MI (18.2 KM) NORTHWEST OF GRASSHOPPER JUNCTION AND 11.1
 FS0495'MI (17.9 KM) SOUTHWEST OF DOLAN SPRINGS.
 FS0495' 
 FS0495'TO REACH FROM THE INTERSECTION OF HIGHWAY 68 AND HIGHWAY 93, GO NORTH
 FS0495'ON HIGHWAY 93 FOR 22.3 MI (35.9 KM) TO DIRT ROAD ON WEST AT
 FS0495'INTERSECTION OF COTTONWOOD ROAD AND HIGHWAY 93.  GO WEST ON COTTONWOOD
 FS0495'ROAD (BLADED DIRT) 5.1 MI (8.2 KM) TO DIRT TRACK ROAD.  GO SOUTH ON
 FS0495'DIRT TRACK 0.5 MI (0.8 KM) TO ANOTHER DIRT TRACK ROAD INTERSECTION.
 FS0495'TURN RIGHT AND GO WEST 0.3 MI (0.5 KM) ON THIS DIRT TRACK.  FOLLOW
 FS0495'THIS ROAD BACK SOUTH FOR 0.05 MI (0.1 KM) THEN STAY RIGHT ON DIRT
 FS0495'TRACK ROAD TO WEST OVER HILL FOR 0.4 MI (0.6 KM) TO STATION ON THE
 FS0495'LEFT.
 FS0495' 
 FS0495'THE STATION IS A 3 INCH (8 CM) BRASS DISK CEMENTED IN BEDROCK OUTCROP
 FS0495'3.5 FT (1.1 M) BY 5 FT (1.5 M) BY 1 INCH (3 CM) ABOVE NATURAL GROUND.
 FS0495'THE STATION IS 48 FT (15 M) SOUTH OF DIRT TRACK ROAD, 4 FT (1.2 M)
 FS0495'SOUTH OF STEEL SIGH POST, AND 3.5 FT (1.1 M) SOUTHWEST OF A 4 INCH (10
 FS0495'CM) SQUARE WOOD POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0517 ***********************************************************************
 CG0517  DESIGNATION -  K 117
 CG0517  PID         -  CG0517
 CG0517  STATE/COUNTY-  AZ/PIMA
 CG0517  USGS QUAD   -  ARIVACA (1979)
 CG0517
 CG0517                         *CURRENT SURVEY CONTROL
 CG0517  ___________________________________________________________________
 CG0517* NAD 83(1986)-  31 36 59.     (N)    111 18 53.     (W)     SCALED    
 CG0517* NAVD 88     -      1205.75   (+/-2cm)    3955.9    (feet)  VERTCON   
 CG0517  ___________________________________________________________________
 CG0517  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CG0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0517
 CG0517.The horizontal coordinates were scaled from a topographic map and have
 CG0517.an estimated accuracy of +/- 6 seconds.
 CG0517
 CG0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0517.The vertical order pertains to the NGVD 29 superseded value.
 CG0517
 CG0517.The geoid height was determined by GEOID03.
 CG0517
 CG0517;                    North         East    Units  Estimated Accuracy
 CG0517;SPC AZ C     -    68,490.      270,470.      MT  (+/- 180 meters Scaled)
 CG0517
 CG0517                          SUPERSEDED SURVEY CONTROL
 CG0517
 CG0517  NGVD 29 (??/??/92) 1204.924  (m)         3953.15   (f) ADJ UNCH    2 0
 CG0517
 CG0517.Superseded values are not recommended for survey control.
 CG0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0517.See file dsdata.txt to determine how the superseded data were derived.
 CG0517
 CG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV701979(NAD 83)
 CG0517_MARKER: DB = BENCH MARK DISK
 CG0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0517_STAMPING: K 117 1935
 CG0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0517+STABILITY: SURFACE MOTION
 CG0517
 CG0517  HISTORY     - Date     Condition        Report By
 CG0517  HISTORY     - 1935     MONUMENTED       CGS
 CG0517  HISTORY     - 1952     GOOD             NGS
 CG0517  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0517
 CG0517                          STATION DESCRIPTION
 CG0517
 CG0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0517'3.6 MI NE FROM ARIVACA.
 CG0517'3.6 MILES NORTHEAST ALONG THE ARIVACA ROAD FROM THE SCHOOL AT ARIVACA,
 CG0517'0.5 MILE NORTHEAST OF A CATTLE GUARD, ON THE TOP OF A SMALL ROCKY
 CG0517'RIDGE, 42 FEET NORTH OF THE CENTER LINE OF ARIVACA ROAD, AND SET IN A
 CG0517'CONCRETE POST PROJECTING 0.6 FOOT, AND ABOUT LEVEL WITH THE ROAD.
 CG0517
 CG0517                          STATION RECOVERY (2001)
 CG0517
 CG0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0517'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0537 ***********************************************************************
 CG0537  DESIGNATION -  K 118
 CG0537  PID         -  CG0537
 CG0537  STATE/COUNTY-  AZ/PIMA
 CG0537  USGS QUAD   -  WILBUR CANYON (1980)
 CG0537
 CG0537                         *CURRENT SURVEY CONTROL
 CG0537  ___________________________________________________________________
 CG0537* NAD 83(1986)-  31 36 34.     (N)    111 26 40.     (W)     SCALED    
 CG0537* NAVD 88     -      1085.18   (+/-2cm)    3560.3    (feet)  VERTCON   
 CG0537  ___________________________________________________________________
 CG0537  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CG0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0537
 CG0537.The horizontal coordinates were scaled from a topographic map and have
 CG0537.an estimated accuracy of +/- 6 seconds.
 CG0537
 CG0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0537.The vertical order pertains to the NGVD 29 superseded value.
 CG0537
 CG0537.The geoid height was determined by GEOID03.
 CG0537
 CG0537;                    North         East    Units  Estimated Accuracy
 CG0537;SPC AZ C     -    67,660.      258,170.      MT  (+/- 180 meters Scaled)
 CG0537
 CG0537                          SUPERSEDED SURVEY CONTROL
 CG0537
 CG0537  NGVD 29 (??/??/92) 1084.389  (m)         3557.70   (f) ADJ UNCH    2 0
 CG0537
 CG0537.Superseded values are not recommended for survey control.
 CG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0537.See file dsdata.txt to determine how the superseded data were derived.
 CG0537
 CG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV578972(NAD 83)
 CG0537_MARKER: DB = BENCH MARK DISK
 CG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0537_STAMPING: K 118 1935
 CG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0537+STABILITY: SURFACE MOTION
 CG0537
 CG0537  HISTORY     - Date     Condition        Report By
 CG0537  HISTORY     - 1935     MONUMENTED       CGS
 CG0537  HISTORY     - 1951     GOOD             NGS
 CG0537  HISTORY     - 1975     GOOD             USGS
 CG0537
 CG0537                          STATION DESCRIPTION
 CG0537
 CG0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0537'9.95 MI NW FROM ARIVACA.
 CG0537'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0537'THENCE 7.8 MILES NORTHWEST ALONG THE MAIN ROAD TO A Y JUNCTION OF A
 CG0537'TRACK ROAD LEADING WEST AND SOUTHWEST, THENCE 1.55 MILES WEST AND
 CG0537'SOUTHWEST ALONG THE TRACK ROAD TO A Y JUNCTION OF A ROAD LEADING NORTH
 CG0537'AND SOUTH, THENCE 0.5 MILE SOUTH, 1.25 MILES SOUTHWEST OF AN IRON
 CG0537'GATE, SALT LICKS AND WATER TANK FOR CATTLE, 54 FEET EAST OF THE CENTER
 CG0537'LINE OF THE TRACK ROAD, 1.9 FEET NORTH OF THE WITNESS POST AND ABOUT 1
 CG0537'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0537'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0537
 CG0537                          STATION RECOVERY (1975)
 CG0537
 CG0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0537'ARIVACA, 0.1 MI S. TO MAIN RD. FROM SCHOOLHOUSE, THENCE 8.8 MI NW. TO
 CG0537'X-RDS., THENCE 0.9 MI S. (LEFT TURN) THROUGH GATE TO EAST-WEST FENCE
 CG0537'AND GATE, THENCE 1.0 MI S. ALONG MAIN RD. 150 FT S. OF SMALL AND
 CG0537'SHARP BEND IN RD., 55 FT E. OF CENTERLINE OF RD., 1.9 FT N. OF
 CG0537'WITNESS POST. SET IN TOP OF CONCRETE POST PROJECTING 0.7 FT. STANDARD
 CG0537'DISK STAMPED K 118 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1077 ***********************************************************************
 DV1077  DESIGNATION -  K 12
 DV1077  PID         -  DV1077
 DV1077  STATE/COUNTY-  AZ/LA PAZ
 DV1077  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1077
 DV1077                         *CURRENT SURVEY CONTROL
 DV1077  ___________________________________________________________________
 DV1077* NAD 83(1986)-  33 54 48.     (N)    113 32 37.     (W)     SCALED    
 DV1077* NAVD 88     -       675.342  (meters)    2215.68   (feet)  ADJUSTED  
 DV1077  ___________________________________________________________________
 DV1077  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV1077  DYNAMIC HT  -         674.542 (meters)    2213.06  (feet)  COMP
 DV1077  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 DV1077  OBS GRAVITY -     979,430.8   (mgal)                       GRAV_OBS
 DV1077
 DV1077  VERT ORDER  -  FIRST     CLASS II
 DV1077
 DV1077.The horizontal coordinates were scaled from a topographic map and have
 DV1077.an estimated accuracy of +/- 6 seconds.
 DV1077
 DV1077.The orthometric height was determined by differential leveling
 DV1077.and adjusted in June 1991.
 DV1077
 DV1077.The geoid height was determined by GEOID03.
 DV1077
 DV1077.The dynamic height is computed by dividing the NAVD 88
 DV1077.geopotential number by the normal gravity value computed on the
 DV1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1077.degrees latitude (g = 980.6199 gals.).
 DV1077
 DV1077.The modeled gravity was interpolated from observed gravity values.
 DV1077.The observed gravity was obtained from relative gravimeter ties
 DV1077.to the IGSN71 gravity network.
 DV1077
 DV1077;                    North         East    Units  Estimated Accuracy
 DV1077;SPC AZ W     -   323,070.      232,450.      MT  (+/- 180 meters Scaled)
 DV1077
 DV1077                          SUPERSEDED SURVEY CONTROL
 DV1077
 DV1077  NGVD 29 (??/??/92)  674.609  (m)         2213.28   (f) ADJ UNCH    1 2
 DV1077
 DV1077.Superseded values are not recommended for survey control.
 DV1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1077.See file dsdata.txt to determine how the superseded data were derived.
 DV1077
 DV1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC648554(NAD 83)
 DV1077_MARKER: DB = BENCH MARK DISK
 DV1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1077_STAMPING: 2213.280 K 12 1927
 DV1077_MARK LOGO: CGS   
 DV1077_PROJECTION: PROJECTING 12 CENTIMETERS
 DV1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1077+STABILITY: SURFACE MOTION
 DV1077
 DV1077  HISTORY     - Date     Condition        Report By
 DV1077  HISTORY     - 1927     MONUMENTED       CGS
 DV1077  HISTORY     - 1934     GOOD             NGS
 DV1077  HISTORY     - 1981     GOOD             NGS
 DV1077
 DV1077                          STATION DESCRIPTION
 DV1077
 DV1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1077'6.4 MI N FROM WENDEN.
 DV1077'6.4 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 DV1077'WENDEN, YUMA COUNTY, 3.0 MILES SOUTH OF CUNNINGHAM PASS, AT A SHARP
 DV1077'CURVE, 90 YARDS SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 19 YARDS
 DV1077'SOUTHEAST OF THE CENTERLINE OF AN ABANDONED ROAD, 37 YARDS NORTHEAST
 DV1077'OF THE CENTER OF A WASH, 66 FEET NORTHWEST OF A BLAZED GIANT CACTUS,
 DV1077'AND 42 FEET NORTHEAST OF ANOTHER BLAZED GIANT CACTUS. A STANDARD DISK,
 DV1077'STAMPED 2213.280 K 12 1927 AND SET IN THE TOP OF A CONCRETE POST
 DV1077'PROJECTING 6 INCHES ABOVE GROUND.
 DV1077
 DV1077                          STATION RECOVERY (1981)
 DV1077
 DV1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1077'10.4 KM (6.45 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1077'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.2 KM (0.1 MI) NORTHEAST
 DV1077'CROSS-COUNTRY FROM THE Y JUNCTION OF LOW MOUNTAIN ROAD, 0.1 KM (0.05
 DV1077'MI) SOUTH ALONG A TRACK ROAD FROM ITS JUNCTION WITH LOW MOUNTAIN ROAD,
 DV1077'139.3 METERS (457 FT) EAST OF THE CENTERLINE OF WENDEN-LAKE ALAMO
 DV1077'ROAD, 73.0 METERS (240 FT) SOUTHEAST OF THE CENTERLINE OF LOW MOUNTAIN
 DV1077'ROAD, 3.8 METERS (12.5 FT) EAST OF THE CENTERLINE OF THE TRACK ROAD.
 DV1077'THE MARK IS 05 METERS  W FROM A WITNESS POST.
 DV1077'THE MARK IS 0.45 M BELOW THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0698 ***********************************************************************
 CZ0698  DESIGNATION -  K 12
 CZ0698  PID         -  CZ0698
 CZ0698  STATE/COUNTY-  AZ/PIMA
 CZ0698  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0698
 CZ0698                         *CURRENT SURVEY CONTROL
 CZ0698  ___________________________________________________________________
 CZ0698* NAD 83(1986)-  32 17 31.     (N)    111 15 06.     (W)     SCALED    
 CZ0698* NAVD 88     -       657.87   (+/-2cm)    2158.4    (feet)  VERTCON   
 CZ0698  ___________________________________________________________________
 CZ0698  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0698
 CZ0698.The horizontal coordinates were scaled from a topographic map and have
 CZ0698.an estimated accuracy of +/- 6 seconds.
 CZ0698
 CZ0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0698.The vertical order pertains to the NGVD 29 superseded value.
 CZ0698
 CZ0698.The geoid height was determined by GEOID03.
 CZ0698
 CZ0698;                    North         East    Units  Estimated Accuracy
 CZ0698;SPC AZ C     -   143,430.      275,990.      MT  (+/- 180 meters Scaled)
 CZ0698
 CZ0698                          SUPERSEDED SURVEY CONTROL
 CZ0698
 CZ0698  NGVD 29 (??/??/92)  657.245  (m)         2156.31   (f) ADJ UNCH    2 0
 CZ0698
 CZ0698.Superseded values are not recommended for survey control.
 CZ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0698.See file dsdata.txt to determine how the superseded data were derived.
 CZ0698
 CZ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA763728(NAD 83)
 CZ0698_MARKER: DD = SURVEY DISK
 CZ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0698_STAMPING: K 12 1934 2157
 CZ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0698+STABILITY: SURFACE MOTION
 CZ0698
 CZ0698  HISTORY     - Date     Condition        Report By
 CZ0698  HISTORY     - 1934     MONUMENTED       USGS
 CZ0698  HISTORY     - 1951     GOOD             NGS
 CZ0698
 CZ0698                          STATION DESCRIPTION
 CZ0698
 CZ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0698'15.1 MI SW FROM RILLITO.
 CZ0698'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0698'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0698'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0698'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, 1.6 MILE
 CZ0698'SOUTHWEST ALONG A DIRT ROAD, THENCE 7.7 MILES SOUTH ALONG A TRACK
 CZ0698'ROAD, 0.15 MILE EAST OF ONE OF GARCIAS RANCHES, AND ABOUT 0.1 MILE
 CZ0698'NORTHEAST OF A Y JUNCTION OF A GRADED ROAD LEADING EAST-WEST, AT A T
 CZ0698'IN A POWER LINE, 82.9 FEET NORTHEAST OF A POWER LINE POLE WITH TWO GUY
 CZ0698'WIRES, 23.1 FEET SOUTHEAST OF A FENCE CORNER, 10 FEET NORTHWEST OF THE
 CZ0698'CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST, AND SET
 CZ0698'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0433 ***********************************************************************
 GR0433  DESIGNATION -  K 120
 GR0433  PID         -  GR0433
 GR0433  STATE/COUNTY-  AZ/MOHAVE
 GR0433  USGS QUAD   -  BONELLI BAY (1983)
 GR0433
 GR0433                         *CURRENT SURVEY CONTROL
 GR0433  ___________________________________________________________________
 GR0433* NAD 83(1986)-  36 00 16.     (N)    114 28 22.     (W)     SCALED    
 GR0433* NAVD 88     -       425.943  (meters)    1397.45   (feet)  POSTED    
 GR0433  ___________________________________________________________________
 GR0433  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR0433  DYNAMIC HT  -         425.520 (meters)    1396.06  (feet)  COMP
 GR0433  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 GR0433
 GR0433  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0433
 GR0433.The horizontal coordinates were scaled from a topographic map and have
 GR0433.an estimated accuracy of +/- 6 seconds.
 GR0433
 GR0433.The orthometric height was determined by differential leveling
 GR0433.and adjusted by the  in 1992.
 GR0433.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0433.rate of 1.1 thru 2.0 mm/km.
 GR0433
 GR0433.The geoid height was determined by GEOID03.
 GR0433
 GR0433.The dynamic height is computed by dividing the NAVD 88
 GR0433.geopotential number by the normal gravity value computed on the
 GR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0433.degrees latitude (g = 980.6199 gals.).
 GR0433
 GR0433.The modeled gravity was interpolated from observed gravity values.
 GR0433
 GR0433;                    North         East    Units  Estimated Accuracy
 GR0433;SPC AZ W     -   555,270.      148,200.      MT  (+/- 180 meters Scaled)
 GR0433
 GR0433                          SUPERSEDED SURVEY CONTROL
 GR0433
 GR0433  NGVD 29 (??/??/92)  425.224  (m)         1395.09   (f) ADJ UNCH    1 1
 GR0433
 GR0433.Superseded values are not recommended for survey control.
 GR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0433.See file dsdata.txt to determine how the superseded data were derived.
 GR0433
 GR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV277873(NAD 83)
 GR0433_MARKER: DB = BENCH MARK DISK
 GR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0433_STAMPING: K 120 1935
 GR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0433+STABILITY: SURFACE MOTION
 GR0433
 GR0433  HISTORY     - Date     Condition        Report By
 GR0433  HISTORY     - 1935     MONUMENTED       CGS
 GR0433  HISTORY     - 1950     GOOD             NGS
 GR0433  HISTORY     - 1963     GOOD             NGS
 GR0433
 GR0433                          STATION DESCRIPTION
 GR0433
 GR0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0433'4.0 MI S FROM MOUTH OF DETRITAL WASH.
 GR0433'4.0 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0433'ABOUT 140 YARDS WEST OF THE WEST EDGE, ABOUT 220 YARDS EAST OF THE
 GR0433'FOOTHILLS, ABOUT 55 YARDS WEST OF THE HIGHWATER MARK, 3.1 FEET
 GR0433'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0433'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 GR0433
 GR0433                          STATION RECOVERY (1963)
 GR0433
 GR0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0942 ***********************************************************************
 FS0942  DESIGNATION -  K 121 RESET
 FS0942  PID         -  FS0942
 FS0942  STATE/COUNTY-  AZ/MOHAVE
 FS0942  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0942
 FS0942                         *CURRENT SURVEY CONTROL
 FS0942  ___________________________________________________________________
 FS0942* NAD 83(1986)-  35 43 10.     (N)    114 29 09.     (W)     SCALED    
 FS0942* NAVD 88     -       737.905  (meters)    2420.94   (feet)  ADJUSTED  
 FS0942  ___________________________________________________________________
 FS0942  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0942  DYNAMIC HT  -         737.114 (meters)    2418.35  (feet)  COMP
 FS0942  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 FS0942
 FS0942  VERT ORDER  -  FIRST     CLASS II
 FS0942
 FS0942.The horizontal coordinates were scaled from a topographic map and have
 FS0942.an estimated accuracy of +/- 6 seconds.
 FS0942
 FS0942.The orthometric height was determined by differential leveling
 FS0942.and adjusted in June 1991.
 FS0942
 FS0942.The geoid height was determined by GEOID03.
 FS0942
 FS0942.The dynamic height is computed by dividing the NAVD 88
 FS0942.geopotential number by the normal gravity value computed on the
 FS0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0942.degrees latitude (g = 980.6199 gals.).
 FS0942
 FS0942.The modeled gravity was interpolated from observed gravity values.
 FS0942
 FS0942;                    North         East    Units  Estimated Accuracy
 FS0942;SPC AZ W     -   523,650.      146,780.      MT  (+/- 180 meters Scaled)
 FS0942
 FS0942                          SUPERSEDED SURVEY CONTROL
 FS0942
 FS0942.No superseded survey control is available for this station.
 FS0942
 FS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV274557(NAD 83)
 FS0942_MARKER: DB = BENCH MARK DISK
 FS0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0942_SP_SET: CONCRETE POST
 FS0942_STAMPING: K 121 RESET 1981
 FS0942_MARK LOGO: NGS   
 FS0942_PROJECTION: FLUSH
 FS0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0942+STABILITY: SURFACE MOTION
 FS0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0942+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0942
 FS0942  HISTORY     - Date     Condition        Report By
 FS0942  HISTORY     - 1981     MONUMENTED       AZDT
 FS0942  HISTORY     - 1982     GOOD             NGS
 FS0942  HISTORY     - 19870304 GOOD             USPSQD
 FS0942  HISTORY     - 20050717 GOOD             USPSQD
 FS0942
 FS0942                          STATION DESCRIPTION
 FS0942
 FS0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0942'46.8 KM (29.1 MI) SE FROM HOOVER DAM.
 FS0942'46.8 KM (29.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0942'OF HOOVER DAM, AT MILEPOST 27, 35 METERS (115 FT) SOUTHWEST OF THE
 FS0942'CENTERLINE OF THE OLD HIGHWAY, 2.5 METERS (8.3 FT) NORTHEAST OF A
 FS0942'FENCE.
 FS0942'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FS0942'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FS0942
 FS0942                          STATION RECOVERY (1987)
 FS0942
 FS0942'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0942'RECOVERED IN GOOD CONDITION.
 FS0942
 FS0942                          STATION RECOVERY (2005)
 FS0942
 FS0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0942'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0682 ***********************************************************************
 CG0682  DESIGNATION -  K 122
 CG0682  PID         -  CG0682
 CG0682  STATE/COUNTY-  AZ/PIMA
 CG0682  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0682
 CG0682                         *CURRENT SURVEY CONTROL
 CG0682  ___________________________________________________________________
 CG0682* NAD 83(1986)-  31 41 43.     (N)    111 42 20.     (W)     SCALED    
 CG0682* NAVD 88     -       869.17   (+/-2cm)    2851.6    (feet)  VERTCON   
 CG0682  ___________________________________________________________________
 CG0682  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 CG0682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0682
 CG0682.The horizontal coordinates were scaled from a topographic map and have
 CG0682.an estimated accuracy of +/- 6 seconds.
 CG0682
 CG0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0682.The vertical order pertains to the NGVD 29 superseded value.
 CG0682
 CG0682.The geoid height was determined by GEOID03.
 CG0682
 CG0682;                    North         East    Units  Estimated Accuracy
 CG0682;SPC AZ C     -    77,100.      233,370.      MT  (+/- 180 meters Scaled)
 CG0682
 CG0682                          SUPERSEDED SURVEY CONTROL
 CG0682
 CG0682  NGVD 29 (??/??/92)  868.413  (m)         2849.12   (f) ADJ UNCH    2 0
 CG0682
 CG0682.Superseded values are not recommended for survey control.
 CG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0682.See file dsdata.txt to determine how the superseded data were derived.
 CG0682
 CG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA331068(NAD 83)
 CG0682_MARKER: DB = BENCH MARK DISK
 CG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0682_STAMPING: K 122 1935
 CG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0682+STABILITY: SURFACE MOTION
 CG0682
 CG0682  HISTORY     - Date     Condition        Report By
 CG0682  HISTORY     - 1935     MONUMENTED       CGS
 CG0682  HISTORY     - 1952     GOOD             NGS
 CG0682  HISTORY     - 1977     GOOD             USGS
 CG0682
 CG0682                          STATION DESCRIPTION
 CG0682
 CG0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0682'9.8 MI NE FROM SAN MIGUEL.
 CG0682'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0682'MIGUEL, THENCE 5.5 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0682'0.85 MILE SOUTH OF A Y JUNCTION OF GRAVEL ROAD LEADING SOUTHWEST, 304
 CG0682'1/2 FEET SOUTH OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD,
 CG0682'30 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF THE
 CG0682'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, SET IN THE TOP
 CG0682'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND, AND A METAL
 CG0682'TAG ON A STAKE STAMPED 2849.6.
 CG0682
 CG0682                          STATION RECOVERY (1977)
 CG0682
 CG0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0682'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0682'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0073 ***********************************************************************
 DU0073  DESIGNATION -  K 123
 DU0073  PID         -  DU0073
 DU0073  STATE/COUNTY-  AZ/GILA
 DU0073  USGS QUAD   -  SONTAG CREEK (1979)
 DU0073
 DU0073                         *CURRENT SURVEY CONTROL
 DU0073  ___________________________________________________________________
 DU0073* NAD 83(1986)-  33 36 50.     (N)    110 15 14.     (W)     SCALED    
 DU0073* NAVD 88     -      1764.916  (meters)    5790.40   (feet)  ADJUSTED  
 DU0073  ___________________________________________________________________
 DU0073  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 DU0073  DYNAMIC HT  -        1762.315 (meters)    5781.86  (feet)  COMP
 DU0073  MODELED GRAV-     979,100.1   (mgal)                       NAVD 88
 DU0073
 DU0073  VERT ORDER  -  SECOND    CLASS 0
 DU0073
 DU0073.The horizontal coordinates were scaled from a topographic map and have
 DU0073.an estimated accuracy of +/- 6 seconds.
 DU0073
 DU0073.The orthometric height was determined by differential leveling
 DU0073.and adjusted in June 1991.
 DU0073
 DU0073.The geoid height was determined by GEOID03.
 DU0073
 DU0073.The dynamic height is computed by dividing the NAVD 88
 DU0073.geopotential number by the normal gravity value computed on the
 DU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0073.degrees latitude (g = 980.6199 gals.).
 DU0073
 DU0073.The modeled gravity was interpolated from observed gravity values.
 DU0073
 DU0073;                    North         East    Units  Estimated Accuracy
 DU0073;SPC AZ E     -   289,840.      205,270.      MT  (+/- 180 meters Scaled)
 DU0073
 DU0073                          SUPERSEDED SURVEY CONTROL
 DU0073
 DU0073  NGVD 29 (??/??/92) 1764.189  (m)         5788.01   (f) ADJ UNCH    2 0
 DU0073
 DU0073.Superseded values are not recommended for survey control.
 DU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0073.See file dsdata.txt to determine how the superseded data were derived.
 DU0073
 DU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC692195(NAD 83)
 DU0073_MARKER: DB = BENCH MARK DISK
 DU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0073_STAMPING: K 123 1935
 DU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0073+STABILITY: SURFACE MOTION
 DU0073
 DU0073  HISTORY     - Date     Condition        Report By
 DU0073  HISTORY     - 1935     MONUMENTED       CGS
 DU0073
 DU0073                          STATION DESCRIPTION
 DU0073
 DU0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0073'5.7 MI NE FROM HILLTOP.
 DU0073'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0073'COUNTY, 3.8 MILES SOUTHEAST ALONG THE ROCKY CREEK ROAD, 0.5 MILE EAST
 DU0073'OF TURKEY TANKS, 130 FEET WEST OF A FENCE, 68 FEET SOUTH OF A
 DU0073'SINGLE-STRAND ROW OF POLES, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 DU0073'ROAD.  A STANDARD DISK, STAMPED K 123 1935 AND SET IN THE TOP OF A
 DU0073'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0470 ***********************************************************************
 FS0470  DESIGNATION -  K 126
 FS0470  PID         -  FS0470
 FS0470  STATE/COUNTY-  AZ/MOHAVE
 FS0470  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0470
 FS0470                         *CURRENT SURVEY CONTROL
 FS0470  ___________________________________________________________________
 FS0470* NAD 83(1986)-  35 59 46.     (N)    114 04 52.     (W)     SCALED    
 FS0470* NAVD 88     -       941.575  (meters)    3089.15   (feet)  POSTED    
 FS0470  ___________________________________________________________________
 FS0470  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0470  DYNAMIC HT  -         940.550 (meters)    3085.79  (feet)  COMP
 FS0470  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 FS0470
 FS0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0470
 FS0470.The horizontal coordinates were scaled from a topographic map and have
 FS0470.an estimated accuracy of +/- 6 seconds.
 FS0470
 FS0470.The orthometric height was determined by differential leveling
 FS0470.and adjusted by the  in 1992.
 FS0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0470.rate of 0.0 thru 1.0 mm/km.
 FS0470
 FS0470.The geoid height was determined by GEOID03.
 FS0470
 FS0470.The dynamic height is computed by dividing the NAVD 88
 FS0470.geopotential number by the normal gravity value computed on the
 FS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0470.degrees latitude (g = 980.6199 gals.).
 FS0470
 FS0470.The modeled gravity was interpolated from observed gravity values.
 FS0470
 FS0470;                    North         East    Units  Estimated Accuracy
 FS0470;SPC AZ W     -   554,150.      183,510.      MT  (+/- 180 meters Scaled)
 FS0470
 FS0470                          SUPERSEDED SURVEY CONTROL
 FS0470
 FS0470  NGVD 29 (??/??/92)  940.848  (m)         3086.77   (f) ADJ UNCH    1 1
 FS0470
 FS0470.Superseded values are not recommended for survey control.
 FS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0470.See file dsdata.txt to determine how the superseded data were derived.
 FS0470
 FS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV631874(NAD 83)
 FS0470_MARKER: DB = BENCH MARK DISK
 FS0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0470_STAMPING: K 126 1935
 FS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0470+STABILITY: SURFACE MOTION
 FS0470
 FS0470  HISTORY     - Date     Condition        Report By
 FS0470  HISTORY     - 1935     MONUMENTED       CGS
 FS0470  HISTORY     - 1950     GOOD             NGS
 FS0470  HISTORY     - 19861215 GOOD             USPSQD
 FS0470
 FS0470                          STATION DESCRIPTION
 FS0470
 FS0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0470'12 MI S FROM PIERCES FERRY.
 FS0470'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0470'RANGER STATION AT PIERCES FERRY, THENCE 11.5 MILES SOUTH ALONG
 FS0470'AN OLD ABANDONED ROAD, ABOUT 0.2 MILE EAST OF THE PARK SERVICE
 FS0470'ROAD, AT THE SOUTH FOOT OF A HILL, 60 FEET NORTHWEST OF THE
 FS0470'APPROXIMATE CENTER OF A WASH, 14 FEET EAST OF THE CENTER LINE
 FS0470'OF THE ROAD, 2.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 FS0470'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0470
 FS0470                          STATION RECOVERY (1986)
 FS0470
 FS0470'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0404 ***********************************************************************
 GR0404  DESIGNATION -  K 127 RESET
 GR0404  PID         -  GR0404
 GR0404  STATE/COUNTY-  AZ/MOHAVE
 GR0404  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0404
 GR0404                         *CURRENT SURVEY CONTROL
 GR0404  ___________________________________________________________________
 GR0404* NAD 83(1986)-  36 07 04.     (N)    114 00 27.     (W)     SCALED    
 GR0404* NAVD 88     -       389.04   (+/-2cm)    1276.4    (feet)  VERTCON   
 GR0404  ___________________________________________________________________
 GR0404  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR0404  VERT ORDER  -  THIRD (See Below)
 GR0404
 GR0404.The horizontal coordinates were scaled from a topographic map and have
 GR0404.an estimated accuracy of +/- 6 seconds.
 GR0404
 GR0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0404.The vertical order pertains to the NGVD 29 superseded value.
 GR0404
 GR0404.The geoid height was determined by GEOID03.
 GR0404
 GR0404;                    North         East    Units  Estimated Accuracy
 GR0404;SPC AZ W     -   567,630.      190,180.      MT  (+/- 180 meters Scaled)
 GR0404
 GR0404                          SUPERSEDED SURVEY CONTROL
 GR0404
 GR0404  NGVD 29 (03/28/06)  388.39   (m)         1274.2    (f) RESET       3  
 GR0404
 GR0404.Superseded values are not recommended for survey control.
 GR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0404.See file dsdata.txt to determine how the superseded data were derived.
 GR0404
 GR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA693011(NAD 83)
 GR0404_MARKER: X = CHISELED CROSS
 GR0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0404_SP_SET: CULVERT
 GR0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0404
 GR0404  HISTORY     - Date     Condition        Report By
 GR0404  HISTORY     - 1942     MONUMENTED       AZDT
 GR0404  HISTORY     - 1942     GOOD             NGS
 GR0404
 GR0404                          STATION DESCRIPTION
 GR0404
 GR0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GR0404'65 MI N FROM HACKBERRY.
 GR0404'65 MILES NORTH ALONG THE ROAD LEADING PIERCES FERRY VIA RED LAKE (DRY)
 GR0404'FROM HACKBERRY, 1.9 MILES SOUTH ALONG BOULDER DAM RECREATIONAL AREA
 GR0404'ROUTE 3 FROM PIERCES FERRY, AT THE JUNCTION OF THE LAKEVIEW SPUR, AT A
 GR0404'30-INCH CORRUGATED METAL PIPE CULVERT UNDER THE EAST LEG OF THE WYE,
 GR0404'ON THE TOP OF THE NORTHWEST HEADWALL, AND AT THE NORTH CORNER. A
 GR0404'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0429 ***********************************************************************
 FS0429  DESIGNATION -  K 128
 FS0429  PID         -  FS0429
 FS0429  STATE/COUNTY-  AZ/MOHAVE
 FS0429  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0429
 FS0429                         *CURRENT SURVEY CONTROL
 FS0429  ___________________________________________________________________
 FS0429* NAD 83(1986)-  35 53 45.     (N)    114 10 19.     (W)     SCALED    
 FS0429* NAVD 88     -       725.756  (meters)    2381.08   (feet)  POSTED    
 FS0429  ___________________________________________________________________
 FS0429  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FS0429  DYNAMIC HT  -         724.980 (meters)    2378.54  (feet)  COMP
 FS0429  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 FS0429
 FS0429  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0429
 FS0429.The horizontal coordinates were scaled from a topographic map and have
 FS0429.an estimated accuracy of +/- 6 seconds.
 FS0429
 FS0429.The orthometric height was determined by differential leveling
 FS0429.and adjusted by the  in 1992.
 FS0429.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0429.rate of 0.0 thru 1.0 mm/km.
 FS0429
 FS0429.The geoid height was determined by GEOID03.
 FS0429
 FS0429.The dynamic height is computed by dividing the NAVD 88
 FS0429.geopotential number by the normal gravity value computed on the
 FS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0429.degrees latitude (g = 980.6199 gals.).
 FS0429
 FS0429.The modeled gravity was interpolated from observed gravity values.
 FS0429
 FS0429;                    North         East    Units  Estimated Accuracy
 FS0429;SPC AZ W     -   543,060.      175,270.      MT  (+/- 180 meters Scaled)
 FS0429
 FS0429                          SUPERSEDED SURVEY CONTROL
 FS0429
 FS0429  NGVD 29 (??/??/92)  725.059  (m)         2378.80   (f) ADJ UNCH    1 1
 FS0429
 FS0429.Superseded values are not recommended for survey control.
 FS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0429.See file dsdata.txt to determine how the superseded data were derived.
 FS0429
 FS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV552760(NAD 83)
 FS0429_MARKER: DB = BENCH MARK DISK
 FS0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0429_STAMPING: K 128 1935
 FS0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0429+STABILITY: SURFACE MOTION
 FS0429
 FS0429  HISTORY     - Date     Condition        Report By
 FS0429  HISTORY     - 1935     MONUMENTED       CGS
 FS0429  HISTORY     - 1950     GOOD             NGS
 FS0429  HISTORY     - 1960     MARK NOT FOUND   USGS
 FS0429  HISTORY     - 19870219 GOOD             USPSQD
 FS0429
 FS0429                          STATION DESCRIPTION
 FS0429
 FS0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0429'9.9 MI S FROM MOUTH OF HUALPAI WASH.
 FS0429'9.9 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0429'WASH ON THE SOUTH SHORE OF LAKE MEAD, IN HUALPAI WASH, ABOUT 110
 FS0429'YARDS EAST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTHWEST OF
 FS0429'THE APPROXIMATE CENTER OF THE MOUTH OF A SMALL WASH ENTERING
 FS0429'HUALPAI WASH FROM THE WEST, 8 FEET WEST OF THE WEST BANK OF HUALPAI
 FS0429'WASH, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 FS0429'THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE POST
 FS0429'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0429
 FS0429                          STATION RECOVERY (1960)
 FS0429
 FS0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FS0429'MARK NOT FOUND.
 FS0429
 FS0429                          STATION RECOVERY (1987)
 FS0429
 FS0429'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0781 ***********************************************************************
 DV0781  DESIGNATION -  K 13
 DV0781  PID         -  DV0781
 DV0781  STATE/COUNTY-  AZ/MARICOPA
 DV0781  USGS QUAD   -  HASSAYAMPA (1978)
 DV0781
 DV0781                         *CURRENT SURVEY CONTROL
 DV0781  ___________________________________________________________________
 DV0781* NAD 83(1986)-  33 21 23.     (N)    112 44 12.     (W)     SCALED    
 DV0781* NAVD 88     -       268.056  (meters)     879.45   (feet)  ADJUSTED  
 DV0781  ___________________________________________________________________
 DV0781  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV0781  DYNAMIC HT  -         267.746 (meters)     878.43  (feet)  COMP
 DV0781  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 DV0781
 DV0781  VERT ORDER  -  FIRST     CLASS II
 DV0781
 DV0781.The horizontal coordinates were scaled from a topographic map and have
 DV0781.an estimated accuracy of +/- 6 seconds.
 DV0781
 DV0781.The orthometric height was determined by differential leveling
 DV0781.and adjusted in June 1991.
 DV0781
 DV0781.The geoid height was determined by GEOID03.
 DV0781
 DV0781.The dynamic height is computed by dividing the NAVD 88
 DV0781.geopotential number by the normal gravity value computed on the
 DV0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0781.degrees latitude (g = 980.6199 gals.).
 DV0781
 DV0781.The modeled gravity was interpolated from observed gravity values.
 DV0781
 DV0781;                    North         East    Units  Estimated Accuracy
 DV0781;SPC AZ C     -   261,570.      137,050.      MT  (+/- 180 meters Scaled)
 DV0781
 DV0781                          SUPERSEDED SURVEY CONTROL
 DV0781
 DV0781  NGVD 29 (??/??/92)  267.423  (m)          877.37   (f) ADJ UNCH    1 2
 DV0781
 DV0781.Superseded values are not recommended for survey control.
 DV0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0781.See file dsdata.txt to determine how the superseded data were derived.
 DV0781
 DV0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB384921(NAD 83)
 DV0781_MARKER: DB = BENCH MARK DISK
 DV0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0781_SP_SET: CONCRETE POST
 DV0781_STAMPING: K 13 1927
 DV0781_MARK LOGO: CGS   
 DV0781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0781+STABILITY: SURFACE MOTION
 DV0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0781+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DV0781
 DV0781  HISTORY     - Date     Condition        Report By
 DV0781  HISTORY     - 1927     MONUMENTED       CGS
 DV0781  HISTORY     - 1967     GOOD             NGS
 DV0781  HISTORY     - 1981     GOOD             NGS
 DV0781  HISTORY     - 19920316 GOOD             NGS
 DV0781  HISTORY     - 20060128 GOOD             USPSQD
 DV0781  HISTORY     - 20060128 GOOD             USPSQD
 DV0781
 DV0781                          STATION DESCRIPTION
 DV0781
 DV0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0781'0.85 MI NW FROM HASSAYAMPA.
 DV0781'0.85 MILE NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0781'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 11, T 1 S, R 5 W
 DV0781'0.15 MILE NORTHWEST OF A DIP IN THE ROAD, 140 FEET SOUTHWEST OF THE
 DV0781'CENTER LINE OF THE ROAD, 92 FEET WEST-SOUTHWEST OF A TELEPHONE POLE
 DV0781'WHICH IS BRACED BY A GUY WIRE, 59 FEET SOUTHWEST OF A FENCE, 2.2 FEET
 DV0781'NORTHEAST OF A WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF
 DV0781'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DV0781'INCHES.
 DV0781
 DV0781                          STATION RECOVERY (1981)
 DV0781
 DV0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0781'RECOVERED IN GOOD CONDITION.
 DV0781
 DV0781                          STATION RECOVERY (1992)
 DV0781
 DV0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0781'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0781'BUCKEYE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0781'THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG STATE HIGHWAY 85, THENCE 9.5
 DV0781'KM (5.90 MI) WESTERLY ALONG OLD U.S. HIGHWAY 80, THENCE 1.4 KM (0.85
 DV0781'MI) NORTHWESTERLY ALONG SALOME HIGHWAY, 42.2 M (138.5 FT) SOUTHWEST
 DV0781'OF THE HIGHWAY CENTERLINE, 28.4 M (93.2 FT) WEST OF A UTILITY POLE
 DV0781'WITH A GUY CABLE, 18.0 M (59.1 FT) SOUTHWEST OF A FENCE POST WITH A
 DV0781'WITNESS SIGN ATTACHED, 0.6 M (2.0 FT) NORTHEAST OF A 4 BY 4-INCH
 DV0781'WOODEN POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 DV0781'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DV0781
 DV0781                          STATION RECOVERY (2006)
 DV0781
 DV0781'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0781'RECOVERED AS DESCRIBED.
 DV0781
 DV0781                          STATION RECOVERY (2006)
 DV0781
 DV0781'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0781'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0745 ***********************************************************************
 CZ0745  DESIGNATION -  K 13
 CZ0745  PID         -  CZ0745
 CZ0745  STATE/COUNTY-  AZ/PIMA
 CZ0745  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0745
 CZ0745                         *CURRENT SURVEY CONTROL
 CZ0745  ___________________________________________________________________
 CZ0745* NAD 83(1986)-  32 14 53.     (N)    111 15 07.     (W)     SCALED    
 CZ0745* NAVD 88     -       674.30   (+/-2cm)    2212.3    (feet)  VERTCON   
 CZ0745  ___________________________________________________________________
 CZ0745  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0745
 CZ0745.The horizontal coordinates were scaled from a topographic map and have
 CZ0745.an estimated accuracy of +/- 6 seconds.
 CZ0745
 CZ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0745.The vertical order pertains to the NGVD 29 superseded value.
 CZ0745
 CZ0745.The geoid height was determined by GEOID03.
 CZ0745
 CZ0745;                    North         East    Units  Estimated Accuracy
 CZ0745;SPC AZ C     -   138,570.      276,000.      MT  (+/- 180 meters Scaled)
 CZ0745
 CZ0745                          SUPERSEDED SURVEY CONTROL
 CZ0745
 CZ0745  NGVD 29 (??/??/92)  673.666  (m)         2210.19   (f) ADJ UNCH    2 0
 CZ0745
 CZ0745.Superseded values are not recommended for survey control.
 CZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0745.See file dsdata.txt to determine how the superseded data were derived.
 CZ0745
 CZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA762679(NAD 83)
 CZ0745_MARKER: DD = SURVEY DISK
 CZ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0745_STAMPING: K 13 2211 1934
 CZ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0745+STABILITY: SURFACE MOTION
 CZ0745
 CZ0745  HISTORY     - Date     Condition        Report By
 CZ0745  HISTORY     - 1934     MONUMENTED       USGS
 CZ0745  HISTORY     - 1951     GOOD             NGS
 CZ0745  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0745
 CZ0745                          STATION DESCRIPTION
 CZ0745
 CZ0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0745'18.4 MI W FROM TUCSON.
 CZ0745'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0745'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0745'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0745'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 3.1 MILES WEST
 CZ0745'ALONG A DIRT ROAD, 5.8 MILES WEST OF THE EL PASO NATURAL GAS LINE, 0.7
 CZ0745'MILE EAST OF DUNNS FARM HOUSE, 0.6 MILE WEST OF A POINT WHERE A POWER
 CZ0745'LINE CROSSES THE ROAD, AT A NORTH-SOUTH FENCE LINE AND A WOODEN GATE
 CZ0745'ACROSS THE ROAD, 9.6 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND THE
 CZ0745'CENTER OF THE WOODEN GATE, 3.2 FEET SOUTH OF THE SOUTH WOODEN GATE
 CZ0745'POST, 1.8 FEET NORTHWEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ0745'ROAD, AND SET IN A CONCRETE POST PROJECTING ABOUT FLUSH WITH THE
 CZ0745'GROUND AND INCASED IN TIN.
 CZ0745
 CZ0745                          STATION RECOVERY (1975)
 CZ0745
 CZ0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0123 ***********************************************************************
 GQ0123  DESIGNATION -  K 130
 GQ0123  PID         -  GQ0123
 GQ0123  STATE/COUNTY-  AZ/MOHAVE
 GQ0123  USGS QUAD   -  GYP HILLS (1971)
 GQ0123
 GQ0123                         *CURRENT SURVEY CONTROL
 GQ0123  ___________________________________________________________________
 GQ0123* NAD 83(1986)-  36 20 31.     (N)    113 57 21.     (W)     SCALED    
 GQ0123* NAVD 88     -       540.220  (meters)    1772.37   (feet)  POSTED    
 GQ0123  ___________________________________________________________________
 GQ0123  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GQ0123  DYNAMIC HT  -         539.660 (meters)    1770.53  (feet)  COMP
 GQ0123  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 GQ0123
 GQ0123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0123
 GQ0123.The horizontal coordinates were scaled from a topographic map and have
 GQ0123.an estimated accuracy of +/- 6 seconds.
 GQ0123
 GQ0123.The orthometric height was determined by differential leveling
 GQ0123.and adjusted by the  in 1992.
 GQ0123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0123.rate of 0.0 thru 1.0 mm/km.
 GQ0123
 GQ0123.The geoid height was determined by GEOID03.
 GQ0123
 GQ0123.The dynamic height is computed by dividing the NAVD 88
 GQ0123.geopotential number by the normal gravity value computed on the
 GQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0123.degrees latitude (g = 980.6199 gals.).
 GQ0123
 GQ0123.The modeled gravity was interpolated from observed gravity values.
 GQ0123
 GQ0123;                    North         East    Units  Estimated Accuracy
 GQ0123;SPC AZ W     -   592,490.      194,880.      MT  (+/- 180 meters Scaled)
 GQ0123
 GQ0123                          SUPERSEDED SURVEY CONTROL
 GQ0123
 GQ0123  NGVD 29 (??/??/92)  539.514  (m)         1770.06   (f) ADJ UNCH    1 1
 GQ0123
 GQ0123.Superseded values are not recommended for survey control.
 GQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0123.See file dsdata.txt to determine how the superseded data were derived.
 GQ0123
 GQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF347259(NAD 83)
 GQ0123_MARKER: DB = BENCH MARK DISK
 GQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0123_STAMPING: K 130 1935
 GQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0123+STABILITY: SURFACE MOTION
 GQ0123
 GQ0123  HISTORY     - Date     Condition        Report By
 GQ0123  HISTORY     - 1935     MONUMENTED       CGS
 GQ0123  HISTORY     - 1950     GOOD             NGS
 GQ0123
 GQ0123                          STATION DESCRIPTION
 GQ0123
 GQ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0123'43.2 MI SE FROM RIVERSIDE, NV.
 GQ0123'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0123'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0123'THENCE 3.5 MILES NORTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0123'FERRY ROAD, 1.0 MILE EAST OF AND ACROSS GRAND WASH FROM B.M. Y 54, AT
 GQ0123'A POINT WHERE THE ROAD LEAVES THE WASH, ABOUT 20 YARDS NORTHWEST OF
 GQ0123'THE BASE OF THE SOUTHEAST RIM OF THE WASH, 23 FEET SOUTHWEST OF THE
 GQ0123'CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A WITNESS POST, ABOUT
 GQ0123'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GQ0123'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0150 ***********************************************************************
 ET0150  DESIGNATION -  K 131
 ET0150  PID         -  ET0150
 ET0150  STATE/COUNTY-  AZ/YAVAPAI
 ET0150  USGS QUAD   -  CHERRY (1973)
 ET0150
 ET0150                         *CURRENT SURVEY CONTROL
 ET0150  ___________________________________________________________________
 ET0150* NAD 83(1986)-  34 32 39.     (N)    112 03 00.     (W)     SCALED    
 ET0150* NAVD 88     -      1456.48   (+/-2cm)    4778.5    (feet)  VERTCON   
 ET0150  ___________________________________________________________________
 ET0150  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 ET0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0150
 ET0150.The horizontal coordinates were scaled from a topographic map and have
 ET0150.an estimated accuracy of +/- 6 seconds.
 ET0150
 ET0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0150.The vertical order pertains to the NGVD 29 superseded value.
 ET0150
 ET0150.The geoid height was determined by GEOID03.
 ET0150
 ET0150;                    North         East    Units  Estimated Accuracy
 ET0150;SPC AZ C     -   393,020.      201,120.      MT  (+/- 180 meters Scaled)
 ET0150
 ET0150                          SUPERSEDED SURVEY CONTROL
 ET0150
 ET0150  NGVD 29 (??/??/92) 1455.666  (m)         4775.80   (f) ADJ UNCH    2 0
 ET0150
 ET0150.Superseded values are not recommended for survey control.
 ET0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0150.See file dsdata.txt to determine how the superseded data were derived.
 ET0150
 ET0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD036229(NAD 83)
 ET0150_MARKER: DB = BENCH MARK DISK
 ET0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0150_STAMPING: K 313 1935
 ET0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0150+STABILITY: SURFACE MOTION
 ET0150
 ET0150  HISTORY     - Date     Condition        Report By
 ET0150  HISTORY     - 1935     MONUMENTED       CGS
 ET0150  HISTORY     - 1952     GOOD             NGS
 ET0150  HISTORY     - 20070908 GOOD             GEOCAC
 ET0150
 ET0150                          STATION DESCRIPTION
 ET0150
 ET0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0150'7.1 MI SE FROM CHERRY.
 ET0150'5.1  MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ET0150'THENCE 2 MILES EAST ALONG A TRACK ROAD, 0.35 MILE EAST OF A WINDMILL,
 ET0150'0.5 MILE WEST OF THE JUNCTION OF THE ROAD TO JOHNSONS WASH RANGER
 ET0150'STATION, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 32 FEET
 ET0150'WEST OF A SMALL WASH, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT
 ET0150'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0150'0.3 FOOT ABOVE THE GROUND.
 ET0150
 ET0150                          STATION RECOVERY (2007)
 ET0150
 ET0150'RECOVERY NOTE BY GEOCACHING 2007
 ET0150'FROM SR169 HEAD NORTH ON FR 372 FOR 1.34 MILES. THEN HEAD EAST ON A
 ET0150'WELL MANTAINED DIRT ROAD FOR 1.94 MILES. THE STATON IS APROXX 25 FEET
 ET0150'SOUTH OF THE VENTERLINE OF THE ROAD HIDDEN BY SCRUB.
 ET0150' 
 ET0150'GPS COORDINATS NOTED AT STATION N 34  32.665 W 112  02.999
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0363 ***********************************************************************
 ES0363  DESIGNATION -  K 132
 ES0363  PID         -  ES0363
 ES0363  STATE/COUNTY-  AZ/YAVAPAI
 ES0363  USGS QUAD   -  DUGAS (1967)
 ES0363
 ES0363                         *CURRENT SURVEY CONTROL
 ES0363  ___________________________________________________________________
 ES0363* NAD 83(1986)-  34 21 09.     (N)    111 55 12.     (W)     SCALED    
 ES0363* NAVD 88     -      1394.18   (+/-2cm)    4574.1    (feet)  VERTCON   
 ES0363  ___________________________________________________________________
 ES0363  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ES0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0363
 ES0363.The horizontal coordinates were scaled from a topographic map and have
 ES0363.an estimated accuracy of +/- 6 seconds.
 ES0363
 ES0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0363.The vertical order pertains to the NGVD 29 superseded value.
 ES0363
 ES0363.The geoid height was determined by GEOID03.
 ES0363
 ES0363;                    North         East    Units  Estimated Accuracy
 ES0363;SPC AZ C     -   371,750.      213,050.      MT  (+/- 180 meters Scaled)
 ES0363
 ES0363                          SUPERSEDED SURVEY CONTROL
 ES0363
 ES0363  NGVD 29 (??/??/92) 1393.442  (m)         4571.65   (f) ADJ UNCH    2 0
 ES0363
 ES0363.Superseded values are not recommended for survey control.
 ES0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0363.See file dsdata.txt to determine how the superseded data were derived.
 ES0363
 ES0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD153016(NAD 83)
 ES0363_MARKER: DB = BENCH MARK DISK
 ES0363_SETTING: 66 = SET IN ROCK OUTCROP
 ES0363_SP_SET: BLACK OUTCROP
 ES0363_STAMPING: K 132 1935
 ES0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0363+STABILITY: POSITION/ELEVATION WELL
 ES0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0363+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0363
 ES0363  HISTORY     - Date     Condition        Report By
 ES0363  HISTORY     - 1935     MONUMENTED       CGS
 ES0363  HISTORY     - 1952     GOOD             NGS
 ES0363  HISTORY     - 20080925 GOOD             GEOCAC
 ES0363
 ES0363                          STATION DESCRIPTION
 ES0363
 ES0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0363'4.1 MI E FROM DUGAS.
 ES0363'4.1 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, ON THE SOUTH
 ES0363'SLOPE OF A RACK COVERED RIDGE, BETWEEN A POWER LINE AND A TELEPHONE
 ES0363'LINE, SET ON TOP OF A 6-FOOT BY 5-FOOT OUTCROP, 85 YARDS WEST OF A
 ES0363'JUNCTION OF A ROAD LEADING SOUTH TO THE DOUBLE T RANCH, 41 1/2 FEET
 ES0363'NORTH OF THE CENTER LINE AND ABOUT 7 FEET HIGHER THAN THE ROAD, 30
 ES0363'FEET NORTHEAST OF A TELEPHONE POLE.
 ES0363
 ES0363                          STATION RECOVERY (2008)
 ES0363
 ES0363'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0363'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0363'34 21.149' W 111
 ES0363'55.212'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0408 ***********************************************************************
 ES0408  DESIGNATION -  K 133
 ES0408  PID         -  ES0408
 ES0408  STATE/COUNTY-  AZ/YAVAPAI
 ES0408  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0408
 ES0408                         *CURRENT SURVEY CONTROL
 ES0408  ___________________________________________________________________
 ES0408* NAD 83(1986)-  34 13 47.     (N)    111 59 09.     (W)     SCALED    
 ES0408* NAVD 88     -      1171.46   (+/-2cm)    3843.4    (feet)  VERTCON   
 ES0408  ___________________________________________________________________
 ES0408  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 ES0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0408
 ES0408.The horizontal coordinates were scaled from a topographic map and have
 ES0408.an estimated accuracy of +/- 6 seconds.
 ES0408
 ES0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0408.The vertical order pertains to the NGVD 29 superseded value.
 ES0408
 ES0408.The geoid height was determined by GEOID03.
 ES0408
 ES0408;                    North         East    Units  Estimated Accuracy
 ES0408;SPC AZ C     -   358,140.      206,990.      MT  (+/- 180 meters Scaled)
 ES0408
 ES0408                          SUPERSEDED SURVEY CONTROL
 ES0408
 ES0408  NGVD 29 (??/??/92) 1170.772  (m)         3841.11   (f) ADJ UNCH    2 0
 ES0408
 ES0408.Superseded values are not recommended for survey control.
 ES0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0408.See file dsdata.txt to determine how the superseded data were derived.
 ES0408
 ES0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC092880(NAD 83)
 ES0408_MARKER: DB = BENCH MARK DISK
 ES0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0408_STAMPING: K 133 1935
 ES0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0408+STABILITY: SURFACE MOTION
 ES0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0408+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 ES0408
 ES0408  HISTORY     - Date     Condition        Report By
 ES0408  HISTORY     - 1935     MONUMENTED       CGS
 ES0408  HISTORY     - 1952     GOOD             NGS
 ES0408  HISTORY     - 20080428 GOOD             GEOCAC
 ES0408
 ES0408                          STATION DESCRIPTION
 ES0408
 ES0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0408'13.6 MI S FROM DUGAS.
 ES0408'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 10.2
 ES0408'MILES SOUTH ALONG A DIM ROAD(TRACK), THENCE 1.4 MILES SOUTHWEST ALONG
 ES0408'A VERY DIM TRACK ROAD, 15.3 MILES SOUTHEAST OF CORDES, 0.4 MILE
 ES0408'NORTHEAST ALONG VERY DIM TRACKS FROM THE JUNCTION OF THE BLOODY BASIN
 ES0408'ROAD AND A GRADED ROAD LEADING SOUTH, AT THE WEST BOUNDARY OF THE
 ES0408'TONTO NATIONAL FOREST, AT A WIRE GATE OF THE BOUNDARY FENCE, 25.7 FEET
 ES0408'SOUTH OF THE SOUTH GATE POST, 21 1/2 FEET SOUTHEAST OF THE CENTER LINE
 ES0408'OF AND ABOUT LEVEL WITH THE ROAD, 1.4 FEET WEST OF THE FENCE, AND SET
 ES0408'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ES0408
 ES0408                          STATION RECOVERY (2008)
 ES0408
 ES0408'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0603 ***********************************************************************
 GR0603  DESIGNATION -  K 134
 GR0603  PID         -  GR0603
 GR0603  STATE/COUNTY-  AZ/MOHAVE
 GR0603  USGS QUAD   -  HOOVER DAM (1997)
 GR0603
 GR0603                         *CURRENT SURVEY CONTROL
 GR0603  ___________________________________________________________________
 GR0603* NAD 83(1986)-  36 00 30.     (N)    114 43 39.     (W)     SCALED    
 GR0603* NAVD 88     -       396.845  (meters)    1301.98   (feet)  POSTED    
 GR0603  ___________________________________________________________________
 GR0603  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0603  DYNAMIC HT  -         396.450 (meters)    1300.69  (feet)  COMP
 GR0603  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 GR0603
 GR0603  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0603
 GR0603.The horizontal coordinates were scaled from a topographic map and have
 GR0603.an estimated accuracy of +/- 6 seconds.
 GR0603
 GR0603.The orthometric height was determined by differential leveling
 GR0603.and adjusted by the  in 1992.
 GR0603.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0603.rate of 2.1 thru 3.0 mm/km.
 GR0603
 GR0603.The geoid height was determined by GEOID03.
 GR0603
 GR0603.The dynamic height is computed by dividing the NAVD 88
 GR0603.geopotential number by the normal gravity value computed on the
 GR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0603.degrees latitude (g = 980.6199 gals.).
 GR0603
 GR0603.The modeled gravity was interpolated from observed gravity values.
 GR0603
 GR0603;                    North         East    Units  Estimated Accuracy
 GR0603;SPC AZ W     -   555,900.      125,240.      MT  (+/- 180 meters Scaled)
 GR0603
 GR0603                          SUPERSEDED SURVEY CONTROL
 GR0603
 GR0603  NGVD 29 (??/??/92)  396.141  (m)         1299.67   (f) ADJ UNCH    1 1
 GR0603
 GR0603.Superseded values are not recommended for survey control.
 GR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0603.See file dsdata.txt to determine how the superseded data were derived.
 GR0603
 GR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV048872(NAD 83)
 GR0603_MARKER: DB = BENCH MARK DISK
 GR0603_SETTING: 66 = SET IN ROCK OUTCROP
 GR0603_SP_SET: ROCKY RIDGE
 GR0603_STAMPING: K 134 1935
 GR0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0603+STABILITY: POSITION/ELEVATION WELL
 GR0603
 GR0603  HISTORY     - Date     Condition        Report By
 GR0603  HISTORY     - 1935     MONUMENTED       CGS
 GR0603  HISTORY     - 1950     GOOD             NGS
 GR0603  HISTORY     - 1963     GOOD             NGS
 GR0603  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0603  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0603  HISTORY     - 1981     MARK NOT FOUND   NGS
 GR0603
 GR0603                          STATION DESCRIPTION
 GR0603
 GR0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0603'1.4 MI E FROM HOOVER DAM.
 GR0603'1.4 MILES EAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA) END
 GR0603'OF HOOVER DAM, AT A POINT WHERE THE HIGHWAY CROSSES TWO WASHES, IN THE
 GR0603'TOP OF AN OUTCROP ON THE SOUTHEAST SLOPE OF A ROCKY RIDGE, 120.8 FEET
 GR0603'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET NORTHEAST OF THE
 GR0603'NORTHWEST END OF A GUARD RAIL, ABOUT 20 YARDS NORTHWEST OF THE
 GR0603'APPROXIMATE CENTER AND ABOUT 30 FEET HIGHER THAN A DEEP WASH, 4 FEET
 GR0603'SOUTH OF A CAIRN, AND ABOUT LEVEL WITH THE HIGHWAY.
 GR0603
 GR0603                          STATION RECOVERY (1963)
 GR0603
 GR0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0603'RECOVERED IN GOOD CONDITION.
 GR0603
 GR0603                          STATION RECOVERY (1979)
 GR0603
 GR0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0603'MARK NOT FOUND.
 GR0603
 GR0603                          STATION RECOVERY (1979)
 GR0603
 GR0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0603'MARK NOT FOUND.
 GR0603
 GR0603                          STATION RECOVERY (1981)
 GR0603
 GR0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0955 ***********************************************************************
 FS0955  DESIGNATION -  K 135 RESET
 FS0955  PID         -  FS0955
 FS0955  STATE/COUNTY-  AZ/MOHAVE
 FS0955  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0955
 FS0955                         *CURRENT SURVEY CONTROL
 FS0955  ___________________________________________________________________
 FS0955* NAD 83(1986)-  35 50 39.     (N)    114 34 36.     (W)     SCALED    
 FS0955* NAVD 88     -       690.790  (meters)    2266.37   (feet)  ADJUSTED  
 FS0955  ___________________________________________________________________
 FS0955  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0955  DYNAMIC HT  -         690.086 (meters)    2264.06  (feet)  COMP
 FS0955  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 FS0955
 FS0955  VERT ORDER  -  FIRST     CLASS II
 FS0955
 FS0955.The horizontal coordinates were scaled from a topographic map and have
 FS0955.an estimated accuracy of +/- 6 seconds.
 FS0955
 FS0955.The orthometric height was determined by differential leveling
 FS0955.and adjusted in June 1991.
 FS0955
 FS0955.The geoid height was determined by GEOID03.
 FS0955
 FS0955.The dynamic height is computed by dividing the NAVD 88
 FS0955.geopotential number by the normal gravity value computed on the
 FS0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0955.degrees latitude (g = 980.6199 gals.).
 FS0955
 FS0955.The modeled gravity was interpolated from observed gravity values.
 FS0955
 FS0955;                    North         East    Units  Estimated Accuracy
 FS0955;SPC AZ W     -   537,560.      138,680.      MT  (+/- 180 meters Scaled)
 FS0955
 FS0955                          SUPERSEDED SURVEY CONTROL
 FS0955
 FS0955.No superseded survey control is available for this station.
 FS0955
 FS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV188693(NAD 83)
 FS0955_MARKER: DB = BENCH MARK DISK
 FS0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0955_SP_SET: CONCRETE POST
 FS0955_STAMPING: K 135 RESET 1981
 FS0955_MARK LOGO: NGS   
 FS0955_PROJECTION: PROJECTING 13 CENTIMETERS
 FS0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0955+STABILITY: SURFACE MOTION
 FS0955
 FS0955  HISTORY     - Date     Condition        Report By
 FS0955  HISTORY     - 1981     MONUMENTED       AZDT
 FS0955  HISTORY     - 1981     GOOD             NGS
 FS0955
 FS0955                          STATION DESCRIPTION
 FS0955
 FS0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0955'26.1 KM (16.2 MI) SE FROM HOOVER DAM.
 FS0955'26.1 KM (16.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0955'OF HOOVER DAM, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 16, 0.25 KM
 FS0955'(0.15 MI) NORTHWEST OF MILEPOST 17, ON THE INSIDE AND ABOUT THE CENTER
 FS0955'OF A CURVE, AT THE SOUTHEAST END OF A CUT, 29.6 METERS (96.5 FT)
 FS0955'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.75 METER (2.5 FT)
 FS0955'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 56.4 METERS (185 FT) SOUTHWEST OF
 FS0955'AND ACROSS THE HIGHWAY FROM BENCH MARK K 135, 69.5 METERS (228 FT)
 FS0955'SOUTH OF AND ACROSS THE HIGHWAY FROM BENCH MARK U 355.
 FS0955'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0258 ***********************************************************************
 DT0258  DESIGNATION -  K 136
 DT0258  PID         -  DT0258
 DT0258  STATE/COUNTY-  AZ/APACHE
 DT0258  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0258
 DT0258                         *CURRENT SURVEY CONTROL
 DT0258  ___________________________________________________________________
 DT0258* NAD 83(1986)-  33 51 31.     (N)    109 29 44.     (W)     SCALED    
 DT0258* NAVD 88     -      2805.454  (meters)    9204.23   (feet)  ADJUSTED  
 DT0258  ___________________________________________________________________
 DT0258  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 DT0258  DYNAMIC HT  -        2800.718 (meters)    9188.69  (feet)  COMP
 DT0258  MODELED GRAV-     978,845.5   (mgal)                       NAVD 88
 DT0258
 DT0258  VERT ORDER  -  SECOND    CLASS 0
 DT0258
 DT0258.The horizontal coordinates were scaled from a topographic map and have
 DT0258.an estimated accuracy of +/- 6 seconds.
 DT0258
 DT0258.The orthometric height was determined by differential leveling
 DT0258.and adjusted in June 1991.
 DT0258
 DT0258.The geoid height was determined by GEOID03.
 DT0258
 DT0258.The dynamic height is computed by dividing the NAVD 88
 DT0258.geopotential number by the normal gravity value computed on the
 DT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0258.degrees latitude (g = 980.6199 gals.).
 DT0258
 DT0258.The modeled gravity was interpolated from observed gravity values.
 DT0258
 DT0258;                    North         East    Units  Estimated Accuracy
 DT0258;SPC AZ E     -   317,180.      275,460.      MT  (+/- 180 meters Scaled)
 DT0258
 DT0258                          SUPERSEDED SURVEY CONTROL
 DT0258
 DT0258  NGVD 29 (??/??/92) 2804.209  (m)         9200.14   (f) ADJ UNCH    2 0
 DT0258
 DT0258.Superseded values are not recommended for survey control.
 DT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0258.See file dsdata.txt to determine how the superseded data were derived.
 DT0258
 DT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC391474(NAD 83)
 DT0258_MARKER: DB = BENCH MARK DISK
 DT0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0258_STAMPING: K 136 1935
 DT0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0258+STABILITY: SURFACE MOTION
 DT0258
 DT0258  HISTORY     - Date     Condition        Report By
 DT0258  HISTORY     - 1935     MONUMENTED       CGS
 DT0258  HISTORY     - 1958     GOOD             NGS
 DT0258
 DT0258                          STATION DESCRIPTION
 DT0258
 DT0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DT0258'1.1 MI N FROM RESERVATION RANCH.
 DT0258'1.1 MILES NORTH ALONG THE FORT APACHE RESERVATION BOUNDARY FENCE LINE.
 DT0258'400 FEET NORTHWEST OF THE 4 MILE BOUNDARY POST, 130 FEET WEST OF THE
 DT0258'BOUNDARY FENCE LINE, AT A SMALL CLEARING AND ABOUT 100 YARDS SOUTH OF
 DT0258'A LARGER CLEARING, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0288 ***********************************************************************
 DT0288  DESIGNATION -  K 137
 DT0288  PID         -  DT0288
 DT0288  STATE/COUNTY-  AZ/APACHE
 DT0288  USGS QUAD   -  LUNA LAKE (1991)
 DT0288
 DT0288                         *CURRENT SURVEY CONTROL
 DT0288  ___________________________________________________________________
 DT0288* NAD 83(1986)-  33 51 25.     (N)    109 05 06.     (W)     SCALED    
 DT0288* NAVD 88     -      2530.949  (meters)    8303.62   (feet)  ADJUSTED  
 DT0288  ___________________________________________________________________
 DT0288  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DT0288  DYNAMIC HT  -        2526.836 (meters)    8290.13  (feet)  COMP
 DT0288  MODELED GRAV-     978,919.2   (mgal)                       NAVD 88
 DT0288
 DT0288  VERT ORDER  -  SECOND    CLASS 0
 DT0288
 DT0288.The horizontal coordinates were scaled from a topographic map and have
 DT0288.an estimated accuracy of +/- 6 seconds.
 DT0288
 DT0288.The orthometric height was determined by differential leveling
 DT0288.and adjusted in June 1991.
 DT0288
 DT0288.The geoid height was determined by GEOID03.
 DT0288
 DT0288.The dynamic height is computed by dividing the NAVD 88
 DT0288.geopotential number by the normal gravity value computed on the
 DT0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0288.degrees latitude (g = 980.6199 gals.).
 DT0288
 DT0288.The modeled gravity was interpolated from observed gravity values.
 DT0288
 DT0288;                    North         East    Units  Estimated Accuracy
 DT0288;SPC AZ E     -   317,310.      313,450.      MT  (+/- 180 meters Scaled)
 DT0288
 DT0288                          SUPERSEDED SURVEY CONTROL
 DT0288
 DT0288  NGVD 29 (??/??/92) 2529.919  (m)         8300.24   (f) ADJ UNCH    2 0
 DT0288
 DT0288.Superseded values are not recommended for survey control.
 DT0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0288.See file dsdata.txt to determine how the superseded data were derived.
 DT0288
 DT0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC771479(NAD 83)
 DT0288_MARKER: DB = BENCH MARK DISK
 DT0288_SETTING: 66 = SET IN ROCK OUTCROP
 DT0288_SP_SET: LARGE ROCK
 DT0288_STAMPING: K 137 1935
 DT0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0288+STABILITY: POSITION/ELEVATION WELL
 DT0288
 DT0288  HISTORY     - Date     Condition        Report By
 DT0288  HISTORY     - 1935     MONUMENTED       CGS
 DT0288  HISTORY     - 19891002 GOOD             USPSQD
 DT0288  HISTORY     - 20050729 GOOD             USPSQD
 DT0288
 DT0288                          STATION DESCRIPTION
 DT0288
 DT0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0288'4.8 MI E FROM ALPINE.
 DT0288'4.8 MI. E ALONG HWY. NO.11 AND STONE CREEK ROAD. 21 FT. S F 30 IN.
 DT0288'PINE TREE WITH DEAD PINE TREE BETWEEN, 12 FT W OF OAK TREE, ON E SIDE
 DT0288'OF SMALL RISE AND 84 FT. SE OF CENTERLINE OF ROAD. SET IN LARGE ROCK
 DT0288'ABOUT 1 FOOT HIGH.
 DT0288
 DT0288                          STATION RECOVERY (1989)
 DT0288
 DT0288'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0288'RECOVERED IN GOOD CONDITION.
 DT0288
 DT0288                          STATION RECOVERY (2005)
 DT0288
 DT0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0538 ***********************************************************************
 CY0538  DESIGNATION -  K 14
 CY0538  PID         -  CY0538
 CY0538  STATE/COUNTY-  AZ/GRAHAM
 CY0538  USGS QUAD   -  TANQUE (1966)
 CY0538
 CY0538                         *CURRENT SURVEY CONTROL
 CY0538  ___________________________________________________________________
 CY0538* NAD 83(1986)-  32 34 11.     (N)    109 32 06.     (W)     SCALED    
 CY0538* NAVD 88     -      1019.88   (+/-2cm)    3346.1    (feet)  VERTCON   
 CY0538  ___________________________________________________________________
 CY0538  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CY0538  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0538
 CY0538.The horizontal coordinates were scaled from a topographic map and have
 CY0538.an estimated accuracy of +/- 6 seconds.
 CY0538
 CY0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0538.The vertical order pertains to the NGVD 29 superseded value.
 CY0538
 CY0538.The geoid height was determined by GEOID03.
 CY0538
 CY0538;                    North         East    Units  Estimated Accuracy
 CY0538;SPC AZ E     -   174,210.      272,670.      MT  (+/- 180 meters Scaled)
 CY0538
 CY0538                          SUPERSEDED SURVEY CONTROL
 CY0538
 CY0538  NGVD 29 (??/??/92) 1019.202  (m)         3343.83   (f) ADJ UNCH    1 2
 CY0538
 CY0538.Superseded values are not recommended for survey control.
 CY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0538.See file dsdata.txt to determine how the superseded data were derived.
 CY0538
 CY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB375045(NAD 83)
 CY0538_MARKER: DB = BENCH MARK DISK
 CY0538_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY0538_SP_SET: PREFAB CONC. POST IN EARTH
 CY0538_STAMPING: 3343.832 K 14 1932
 CY0538_MARK LOGO: CGS   
 CY0538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0538+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1972
 CY0538
 CY0538  HISTORY     - Date     Condition        Report By
 CY0538  HISTORY     - 1932     MONUMENTED       CGS
 CY0538  HISTORY     - 19720301 GOOD             USGS
 CY0538
 CY0538                          STATION DESCRIPTION
 CY0538
 CY0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0538'2.7 MI S FROM TANQUE.
 CY0538'ON SOUTHERN PACIFIC RAILROAD, 77 FEET EAST OF MILEPOST 1115, 42 FEET
 CY0538'EAST OF RAILROAD CENTER LINE.
 CY0538
 CY0538                          STATION RECOVERY (1972)
 CY0538
 CY0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CY0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0283 ***********************************************************************
 ER0283  DESIGNATION -  K 141
 ER0283  PID         -  ER0283
 ER0283  STATE/COUNTY-  AZ/NAVAJO
 ER0283  USGS QUAD   -  LAKESIDE (1984)
 ER0283
 ER0283                         *CURRENT SURVEY CONTROL
 ER0283  ___________________________________________________________________
 ER0283* NAD 83(1986)-  34 09 35.     (N)    109 58 36.     (W)     SCALED    
 ER0283* NAVD 88     -      2048.123  (meters)    6719.55   (feet)  ADJUSTED  
 ER0283  ___________________________________________________________________
 ER0283  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 ER0283  DYNAMIC HT  -        2045.019 (meters)    6709.37  (feet)  COMP
 ER0283  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 ER0283
 ER0283  VERT ORDER  -  SECOND    CLASS 0
 ER0283
 ER0283.The horizontal coordinates were scaled from a topographic map and have
 ER0283.an estimated accuracy of +/- 6 seconds.
 ER0283
 ER0283.The orthometric height was determined by differential leveling
 ER0283.and adjusted in June 1991.
 ER0283
 ER0283.The geoid height was determined by GEOID03.
 ER0283
 ER0283.The dynamic height is computed by dividing the NAVD 88
 ER0283.geopotential number by the normal gravity value computed on the
 ER0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0283.degrees latitude (g = 980.6199 gals.).
 ER0283
 ER0283.The modeled gravity was interpolated from observed gravity values.
 ER0283
 ER0283;                    North         East    Units  Estimated Accuracy
 ER0283;SPC AZ E     -   350,390.      230,880.      MT  (+/- 180 meters Scaled)
 ER0283
 ER0283                          SUPERSEDED SURVEY CONTROL
 ER0283
 ER0283  NGVD 29 (??/??/92) 2047.223  (m)         6716.60   (f) ADJ UNCH    2 0
 ER0283
 ER0283.Superseded values are not recommended for survey control.
 ER0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0283.See file dsdata.txt to determine how the superseded data were derived.
 ER0283
 ER0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC943803(NAD 83)
 ER0283_MARKER: DB = BENCH MARK DISK
 ER0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0283_STAMPING: K 141 1935
 ER0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0283+STABILITY: SURFACE MOTION
 ER0283
 ER0283  HISTORY     - Date     Condition        Report By
 ER0283  HISTORY     - 1935     MONUMENTED       CGS
 ER0283  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0283
 ER0283                          STATION DESCRIPTION
 ER0283
 ER0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0283'IN LAKESIDE.
 ER0283'AT LAKESIDE, NAVAJO COUNTY, ON STATE HIGHWAY 77, 50 FEET EAST OF A
 ER0283'HOUSE AT THE RANGER STATION, 35 FEET NORTH OF THE SOUTHEAST CORNER OF
 ER0283'A FENCE SURROUNDING A YARD, 20 FEET NORTH OF THE CENTERLINE OF THE
 ER0283'HIGHWAY, AND 2.5 FEET NORTH OF THE NORTH END OF A SMALL WIRE GATE.  A
 ER0283'STANDARD DISK, STAMPED K 141 1935 AND SET IN THE TOP OF A CONCRETE
 ER0283'POST.
 ER0283
 ER0283                          STATION RECOVERY (1983)
 ER0283
 ER0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0252 ***********************************************************************
 ES0252  DESIGNATION -  K 142
 ES0252  PID         -  ES0252
 ES0252  STATE/COUNTY-  AZ/COCONINO
 ES0252  USGS QUAD   -  GRAMA DRAW (1965)
 ES0252
 ES0252                         *CURRENT SURVEY CONTROL
 ES0252  ___________________________________________________________________
 ES0252* NAD 83(1986)-  34 36 16.     (N)    110 53 01.     (W)     SCALED    
 ES0252* NAVD 88     -      2024.322  (meters)    6641.46   (feet)  ADJUSTED  
 ES0252  ___________________________________________________________________
 ES0252  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0252  DYNAMIC HT  -        2021.353 (meters)    6631.72  (feet)  COMP
 ES0252  MODELED GRAV-     979,095.8   (mgal)                       NAVD 88
 ES0252
 ES0252  VERT ORDER  -  SECOND    CLASS 0
 ES0252
 ES0252.The horizontal coordinates were scaled from a topographic map and have
 ES0252.an estimated accuracy of +/- 6 seconds.
 ES0252
 ES0252.The orthometric height was determined by differential leveling
 ES0252.and adjusted in June 1991.
 ES0252
 ES0252.The geoid height was determined by GEOID03.
 ES0252
 ES0252.The dynamic height is computed by dividing the NAVD 88
 ES0252.geopotential number by the normal gravity value computed on the
 ES0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0252.degrees latitude (g = 980.6199 gals.).
 ES0252
 ES0252.The modeled gravity was interpolated from observed gravity values.
 ES0252
 ES0252;                    North         East    Units  Estimated Accuracy
 ES0252;SPC AZ C     -   400,180.      308,110.      MT  (+/- 180 meters Scaled)
 ES0252
 ES0252                          SUPERSEDED SURVEY CONTROL
 ES0252
 ES0252  NGVD 29 (??/??/92) 2023.338  (m)         6638.23   (f) ADJ UNCH    2 0
 ES0252
 ES0252.Superseded values are not recommended for survey control.
 ES0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0252.See file dsdata.txt to determine how the superseded data were derived.
 ES0252
 ES0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD106291(NAD 83)
 ES0252_MARKER: DB = BENCH MARK DISK
 ES0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0252_STAMPING: K-142 1935
 ES0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0252+STABILITY: SURFACE MOTION
 ES0252
 ES0252  HISTORY     - Date     Condition        Report By
 ES0252  HISTORY     - 1935     MONUMENTED       CGS
 ES0252  HISTORY     - 1965     MARK NOT FOUND   USGS
 ES0252
 ES0252                          STATION DESCRIPTION
 ES0252
 ES0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0252'3.0 MI N FROM WALLACE RANGER STA RD JCT.
 ES0252'3.0 MI N ALONG ROAD TO WINSLOW.  37.0 MI S.W. OF WINSLOW (UNION OIL
 ES0252'CO. PLANT) ON THE WEST BANK OF A STORM DITCH, 115 FEET W OF A
 ES0252'TELEPHONE LINE, 30 FEET E OF THE CENTERLINE OF THE ROAD.
 ES0252
 ES0252                          STATION RECOVERY (1965)
 ES0252
 ES0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ES0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0411 ***********************************************************************
 DT0411  DESIGNATION -  K 145
 DT0411  PID         -  DT0411
 DT0411  STATE/COUNTY-  AZ/GRAHAM
 DT0411  USGS QUAD   -  GILA PEAK (1989)
 DT0411
 DT0411                         *CURRENT SURVEY CONTROL
 DT0411  ___________________________________________________________________
 DT0411* NAD 83(1986)-  33 13 57.     (N)    109 53 41.     (W)     SCALED    
 DT0411* NAVD 88     -      1568.130  (meters)    5144.77   (feet)  ADJUSTED  
 DT0411  ___________________________________________________________________
 DT0411  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DT0411  DYNAMIC HT  -        1565.791 (meters)    5137.10  (feet)  COMP
 DT0411  MODELED GRAV-     979,090.7   (mgal)                       NAVD 88
 DT0411
 DT0411  VERT ORDER  -  SECOND    CLASS 0
 DT0411
 DT0411.The horizontal coordinates were scaled from a topographic map and have
 DT0411.an estimated accuracy of +/- 6 seconds.
 DT0411
 DT0411.The orthometric height was determined by differential leveling
 DT0411.and adjusted in June 1991.
 DT0411
 DT0411.The geoid height was determined by GEOID03.
 DT0411
 DT0411.The dynamic height is computed by dividing the NAVD 88
 DT0411.geopotential number by the normal gravity value computed on the
 DT0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0411.degrees latitude (g = 980.6199 gals.).
 DT0411
 DT0411.The modeled gravity was interpolated from observed gravity values.
 DT0411
 DT0411;                    North         East    Units  Estimated Accuracy
 DT0411;SPC AZ E     -   247,570.      238,710.      MT  (+/- 180 meters Scaled)
 DT0411
 DT0411                          SUPERSEDED SURVEY CONTROL
 DT0411
 DT0411  NGVD 29 (??/??/92) 1567.368  (m)         5142.27   (f) ADJ UNCH    2 0
 DT0411
 DT0411.Superseded values are not recommended for survey control.
 DT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0411.See file dsdata.txt to determine how the superseded data were derived.
 DT0411
 DT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB029776(NAD 83)
 DT0411_MARKER: DB = BENCH MARK DISK
 DT0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0411_STAMPING: K 145 1935
 DT0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0411+STABILITY: SURFACE MOTION
 DT0411
 DT0411  HISTORY     - Date     Condition        Report By
 DT0411  HISTORY     - 1935     MONUMENTED       CGS
 DT0411
 DT0411                          STATION DESCRIPTION
 DT0411
 DT0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0411'4.4 MI SW FROM ARSENIC TUBS RANCH HDQ.
 DT0411'0.2 MILE SOUTH ALONG A TRACK ROAD FROM THE ARSENIC TUBS RANCH
 DT0411'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0411'THENCE 1.5 MILES SOUTH ALONG A DIM TRACK ROAD, ABOUT 0.9 MILE SOUTH OF
 DT0411'A FENCE, 126 FEET SOUTHEAST OF THE SOUTHEAST BUNK OF A WASH, 47 1/2
 DT0411'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 DT0411'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DT0411'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0155 ***********************************************************************
 ES0155  DESIGNATION -  K 146
 ES0155  PID         -  ES0155
 ES0155  STATE/COUNTY-  AZ/NAVAJO
 ES0155  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0155
 ES0155                         *CURRENT SURVEY CONTROL
 ES0155  ___________________________________________________________________
 ES0155* NAD 83(1986)-  34 07 51.     (N)    110 06 28.     (W)     SCALED    
 ES0155* NAVD 88     -      1841.637  (meters)    6042.10   (feet)  ADJUSTED  
 ES0155  ___________________________________________________________________
 ES0155  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES0155  DYNAMIC HT  -        1838.924 (meters)    6033.20  (feet)  COMP
 ES0155  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 ES0155
 ES0155  VERT ORDER  -  SECOND    CLASS 0
 ES0155
 ES0155.The horizontal coordinates were scaled from a topographic map and have
 ES0155.an estimated accuracy of +/- 6 seconds.
 ES0155
 ES0155.The orthometric height was determined by differential leveling
 ES0155.and adjusted in June 1991.
 ES0155
 ES0155.The geoid height was determined by GEOID03.
 ES0155
 ES0155.The dynamic height is computed by dividing the NAVD 88
 ES0155.geopotential number by the normal gravity value computed on the
 ES0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0155.degrees latitude (g = 980.6199 gals.).
 ES0155
 ES0155.The modeled gravity was interpolated from observed gravity values.
 ES0155
 ES0155;                    North         East    Units  Estimated Accuracy
 ES0155;SPC AZ E     -   347,170.      218,790.      MT  (+/- 180 meters Scaled)
 ES0155
 ES0155                          SUPERSEDED SURVEY CONTROL
 ES0155
 ES0155  NGVD 29 (??/??/92) 1840.764  (m)         6039.24   (f) ADJ UNCH    2 0
 ES0155
 ES0155.Superseded values are not recommended for survey control.
 ES0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0155.See file dsdata.txt to determine how the superseded data were derived.
 ES0155
 ES0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC822770(NAD 83)
 ES0155_MARKER: DB = BENCH MARK DISK
 ES0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0155_STAMPING: K 146 1960
 ES0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0155+STABILITY: SURFACE MOTION
 ES0155
 ES0155  HISTORY     - Date     Condition        Report By
 ES0155  HISTORY     - 1960     MONUMENTED       CGS
 ES0155  HISTORY     - 1983     GOOD             NGS
 ES0155  HISTORY     - 19960919 GOOD             USPSQD
 ES0155
 ES0155                          STATION DESCRIPTION
 ES0155
 ES0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0155'10.6 MI SW FROM SHOW LOW.
 ES0155'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0155'SHOW LOW, THENCE 10.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0155'HIGHWAY 77, IN SECTION 34, R 21 E, T 9 N, 1.0 MILE SOUTHWEST OF THE
 ES0155'FOREST DALE TRADING POST, 100 FEET NORTHWEST OF THE CENTER LINE OF THE
 ES0155'HIGHWAY, 85 FEET NORTHWEST OF THE NORTHWEST ROCK HEADWALL OF A 24-INCH
 ES0155'CULVERT, 9 INCHES SOUTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL
 ES0155'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 ES0155'CONCRETE POST PROJECTING 4 INCHES.
 ES0155
 ES0155                          STATION RECOVERY (1983)
 ES0155
 ES0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0155'RECOVERED IN GOOD CONDITION.
 ES0155
 ES0155                          STATION RECOVERY (1996)
 ES0155
 ES0155'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0038 ***********************************************************************
 DU0038  DESIGNATION -  K 147
 DU0038  PID         -  DU0038
 DU0038  STATE/COUNTY-  AZ/GILA
 DU0038  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0038
 DU0038                         *CURRENT SURVEY CONTROL
 DU0038  ___________________________________________________________________
 DU0038* NAD 83(1986)-  33 50 15.     (N)    110 26 30.     (W)     SCALED    
 DU0038* NAVD 88     -      1456.632  (meters)    4778.97   (feet)  ADJUSTED  
 DU0038  ___________________________________________________________________
 DU0038  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DU0038  DYNAMIC HT  -        1454.563 (meters)    4772.18  (feet)  COMP
 DU0038  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 DU0038
 DU0038  VERT ORDER  -  SECOND    CLASS 0
 DU0038
 DU0038.The horizontal coordinates were scaled from a topographic map and have
 DU0038.an estimated accuracy of +/- 6 seconds.
 DU0038
 DU0038.The orthometric height was determined by differential leveling
 DU0038.and adjusted in June 1991.
 DU0038
 DU0038.The geoid height was determined by GEOID03.
 DU0038
 DU0038.The dynamic height is computed by dividing the NAVD 88
 DU0038.geopotential number by the normal gravity value computed on the
 DU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0038.degrees latitude (g = 980.6199 gals.).
 DU0038
 DU0038.The modeled gravity was interpolated from observed gravity values.
 DU0038
 DU0038;                    North         East    Units  Estimated Accuracy
 DU0038;SPC AZ E     -   314,670.      187,910.      MT  (+/- 180 meters Scaled)
 DU0038
 DU0038                          SUPERSEDED SURVEY CONTROL
 DU0038
 DU0038  NGVD 29 (??/??/92) 1455.919  (m)         4776.63   (f) ADJ UNCH    2 0
 DU0038
 DU0038.Superseded values are not recommended for survey control.
 DU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0038.See file dsdata.txt to determine how the superseded data were derived.
 DU0038
 DU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC516442(NAD 83)
 DU0038_MARKER: DB = BENCH MARK DISK
 DU0038_SETTING: 66 = SET IN ROCK OUTCROP
 DU0038_SP_SET: ROCK OUTCROP
 DU0038_STAMPING: K 147 1960
 DU0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0038+STABILITY: POSITION/ELEVATION WELL
 DU0038
 DU0038  HISTORY     - Date     Condition        Report By
 DU0038  HISTORY     - 1960     MONUMENTED       CGS
 DU0038  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0038
 DU0038                          STATION DESCRIPTION
 DU0038
 DU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0038'12.95 MI NE FROM SENECA.
 DU0038'ABOUT 12.95 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0038'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0038'THE NORTHEAST END OF A CUT AND THE SOUTHWEST END OF A SMALL FILL, IN
 DU0038'THE TOP OF A ROCK OUTCROP, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DU0038'HIGHWAY, 41 FEET NORTHWEST OF A FENCE, AND ABOUT 5 FEET ABOVE THE
 DU0038'LEVEL OF THE HIGHWAY.
 DU0038
 DU0038                          STATION RECOVERY (1979)
 DU0038
 DU0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0038'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.  THE ROCK CUT HAS
 DU0038'BEEN LEVELED TO TWO FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0161 ***********************************************************************
 DU0161  DESIGNATION -  K 149
 DU0161  PID         -  DU0161
 DU0161  STATE/COUNTY-  AZ/GRAHAM
 DU0161  USGS QUAD   -  BRONCO GULCH (1966)
 DU0161
 DU0161                         *CURRENT SURVEY CONTROL
 DU0161  ___________________________________________________________________
 DU0161* NAD 83(1986)-  33 22 46.     (N)    110 11 45.     (W)     SCALED    
 DU0161* NAVD 88     -      1430.151  (meters)    4692.09   (feet)  ADJUSTED  
 DU0161  ___________________________________________________________________
 DU0161  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DU0161  DYNAMIC HT  -        1428.093 (meters)    4685.34  (feet)  COMP
 DU0161  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 DU0161
 DU0161  VERT ORDER  -  SECOND    CLASS 0
 DU0161
 DU0161.The horizontal coordinates were scaled from a topographic map and have
 DU0161.an estimated accuracy of +/- 6 seconds.
 DU0161
 DU0161.The orthometric height was determined by differential leveling
 DU0161.and adjusted in June 1991.
 DU0161
 DU0161.The geoid height was determined by GEOID03.
 DU0161
 DU0161.The dynamic height is computed by dividing the NAVD 88
 DU0161.geopotential number by the normal gravity value computed on the
 DU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0161.degrees latitude (g = 980.6199 gals.).
 DU0161
 DU0161.The modeled gravity was interpolated from observed gravity values.
 DU0161
 DU0161;                    North         East    Units  Estimated Accuracy
 DU0161;SPC AZ E     -   263,830.      210,650.      MT  (+/- 180 meters Scaled)
 DU0161
 DU0161                          SUPERSEDED SURVEY CONTROL
 DU0161
 DU0161  NGVD 29 (??/??/92) 1429.452  (m)         4689.79   (f) ADJ UNCH    2 0
 DU0161
 DU0161.Superseded values are not recommended for survey control.
 DU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0161.See file dsdata.txt to determine how the superseded data were derived.
 DU0161
 DU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB748936(NAD 83)
 DU0161_MARKER: DB = BENCH MARK DISK
 DU0161_SETTING: 66 = SET IN ROCK OUTCROP
 DU0161_SP_SET: ROCK OUTCROP
 DU0161_STAMPING: K 149 1935
 DU0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0161+STABILITY: POSITION/ELEVATION WELL
 DU0161
 DU0161  HISTORY     - Date     Condition        Report By
 DU0161  HISTORY     - 1935     MONUMENTED       CGS
 DU0161
 DU0161                          STATION DESCRIPTION
 DU0161
 DU0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0161'11.2 MI W FROM ASH CREEK RANCH.
 DU0161'11.2 MILES WEST ALONG THE SAN CARLOS ROAD FROM ASH CREEK RANCH, GRAHAM
 DU0161'COUNTY, 0.5 MILE EAST OF A WATERING HOLE, 0.3 MILE WEST OF A 12-INCH
 DU0161'CULVERT, AT A SLOPE, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 DU0161'IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED K 149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0080 ***********************************************************************
 DU0080  DESIGNATION -  K 150
 DU0080  PID         -  DU0080
 DU0080  STATE/COUNTY-  AZ/GILA
 DU0080  USGS QUAD   -  SONTAG CREEK (1979)
 DU0080
 DU0080                         *CURRENT SURVEY CONTROL
 DU0080  ___________________________________________________________________
 DU0080* NAD 83(1986)-  33 31 14.     (N)    110 19 17.     (W)     SCALED    
 DU0080* NAVD 88     -      1331.397  (meters)    4368.09   (feet)  ADJUSTED  
 DU0080  ___________________________________________________________________
 DU0080  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DU0080  DYNAMIC HT  -        1329.542 (meters)    4362.01  (feet)  COMP
 DU0080  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 DU0080
 DU0080  VERT ORDER  -  SECOND    CLASS 0
 DU0080
 DU0080.The horizontal coordinates were scaled from a topographic map and have
 DU0080.an estimated accuracy of +/- 6 seconds.
 DU0080
 DU0080.The orthometric height was determined by differential leveling
 DU0080.and adjusted in June 1991.
 DU0080
 DU0080.The geoid height was determined by GEOID03.
 DU0080
 DU0080.The dynamic height is computed by dividing the NAVD 88
 DU0080.geopotential number by the normal gravity value computed on the
 DU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0080.degrees latitude (g = 980.6199 gals.).
 DU0080
 DU0080.The modeled gravity was interpolated from observed gravity values.
 DU0080
 DU0080;                    North         East    Units  Estimated Accuracy
 DU0080;SPC AZ E     -   279,490.      198,990.      MT  (+/- 180 meters Scaled)
 DU0080
 DU0080                          SUPERSEDED SURVEY CONTROL
 DU0080
 DU0080  NGVD 29 (??/??/92) 1330.750  (m)         4365.97   (f) ADJ UNCH    2 0
 DU0080
 DU0080.Superseded values are not recommended for survey control.
 DU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0080.See file dsdata.txt to determine how the superseded data were derived.
 DU0080
 DU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC630092(NAD 83)
 DU0080_MARKER: DB = BENCH MARK DISK
 DU0080_SETTING: 80 = SET IN A BOULDER
 DU0080_SP_SET: BOULDER
 DU0080_STAMPING: K 150 1935
 DU0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0080+STABILITY: SURFACE MOTION
 DU0080
 DU0080  HISTORY     - Date     Condition        Report By
 DU0080  HISTORY     - 1935     MONUMENTED       CGS
 DU0080
 DU0080                          STATION DESCRIPTION
 DU0080
 DU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0080'16.7 MI N FROM SAN CARLOS.
 DU0080'16.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0080'6.1 MILES SOUTHEAST ALONG THE WARM SPRING ROAD, 2.0 MILES EAST OF THE
 DU0080'BEAR CANYON ASBESTOS MINE CAMP, AT THE START OF A DOWN GRADE, OPPOSITE
 DU0080'A CURVE, 55 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP
 DU0080'OF A BOULDER.  A STANDARD DISK, STAMPED K 150 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0430 ***********************************************************************
 ES0430  DESIGNATION -  K 155
 ES0430  PID         -  ES0430
 ES0430  STATE/COUNTY-  AZ/YAVAPAI
 ES0430  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0430
 ES0430                         *CURRENT SURVEY CONTROL
 ES0430  ___________________________________________________________________
 ES0430* NAD 83(1986)-  34 12 27.     (N)    111 55 58.     (W)     SCALED    
 ES0430* NAVD 88     -      1342.39   (+/-2cm)    4404.2    (feet)  VERTCON   
 ES0430  ___________________________________________________________________
 ES0430  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 ES0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0430
 ES0430.The horizontal coordinates were scaled from a topographic map and have
 ES0430.an estimated accuracy of +/- 6 seconds.
 ES0430
 ES0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0430.The vertical order pertains to the NGVD 29 superseded value.
 ES0430
 ES0430.The geoid height was determined by GEOID03.
 ES0430
 ES0430;                    North         East    Units  Estimated Accuracy
 ES0430;SPC AZ C     -   355,670.      211,880.      MT  (+/- 180 meters Scaled)
 ES0430
 ES0430                          SUPERSEDED SURVEY CONTROL
 ES0430
 ES0430  NGVD 29 (??/??/92) 1341.662  (m)         4401.77   (f) ADJ UNCH    2 0
 ES0430
 ES0430.Superseded values are not recommended for survey control.
 ES0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0430.See file dsdata.txt to determine how the superseded data were derived.
 ES0430
 ES0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC140855(NAD 83)
 ES0430_MARKER: DB = BENCH MARK DISK
 ES0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0430_STAMPING: K 155 1935
 ES0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0430+STABILITY: SURFACE MOTION
 ES0430
 ES0430  HISTORY     - Date     Condition        Report By
 ES0430  HISTORY     - 1935     MONUMENTED       CGS
 ES0430  HISTORY     - 1952     GOOD             NGS
 ES0430  HISTORY     - 1967     MARK NOT FOUND   USGS
 ES0430
 ES0430                          STATION DESCRIPTION
 ES0430
 ES0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0430'18.9 MI SE FROM CORDES.
 ES0430'18.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0430'CORDES, 0.9 MILE NORTHEAST OF THE COPPER QUEEN MINE, 0.3 MILE NORTH OF
 ES0430'THE CROSSING OF A WASH, IN A SMALL SANDY WASH SURROUNDED WITH THICK
 ES0430'MESQUITE, 134 FEET EAST OF AND ACROSS THE ROAD FROM A 14-INCH TREE, 27
 ES0430'FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD,
 ES0430'2.2 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 ES0430'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 ES0430
 ES0430                          STATION RECOVERY (1967)
 ES0430
 ES0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ES0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0211 ***********************************************************************
 DU0211  DESIGNATION -  K 16
 DU0211  PID         -  DU0211
 DU0211  STATE/COUNTY-  AZ/GILA
 DU0211  USGS QUAD   -  BUCKET MTN (1965)
 DU0211
 DU0211                         *CURRENT SURVEY CONTROL
 DU0211  ___________________________________________________________________
 DU0211* NAD 83(1986)-  33 21 37.     (N)    110 32 15.     (W)     SCALED    
 DU0211* NAVD 88     -       873.140  (meters)    2864.63   (feet)  ADJUSTED  
 DU0211  ___________________________________________________________________
 DU0211  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DU0211  DYNAMIC HT  -         871.983 (meters)    2860.83  (feet)  COMP
 DU0211  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 DU0211
 DU0211  VERT ORDER  -  FIRST     CLASS II
 DU0211
 DU0211.The horizontal coordinates were scaled from a topographic map and have
 DU0211.an estimated accuracy of +/- 6 seconds.
 DU0211
 DU0211.The orthometric height was determined by differential leveling
 DU0211.and adjusted in June 1991.
 DU0211
 DU0211.The geoid height was determined by GEOID03.
 DU0211
 DU0211.The dynamic height is computed by dividing the NAVD 88
 DU0211.geopotential number by the normal gravity value computed on the
 DU0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0211.degrees latitude (g = 980.6199 gals.).
 DU0211
 DU0211.The modeled gravity was interpolated from observed gravity values.
 DU0211
 DU0211;                    North         East    Units  Estimated Accuracy
 DU0211;SPC AZ E     -   261,770.      178,850.      MT  (+/- 180 meters Scaled)
 DU0211
 DU0211                          SUPERSEDED SURVEY CONTROL
 DU0211
 DU0211  NGVD 29 (??/??/92)  872.564  (m)         2862.74   (f) ADJ UNCH    1 2
 DU0211
 DU0211.Superseded values are not recommended for survey control.
 DU0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0211.See file dsdata.txt to determine how the superseded data were derived.
 DU0211
 DU0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB430913(NAD 83)
 DU0211_MARKER: DB = BENCH MARK DISK
 DU0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0211_STAMPING: 2862.737 K 16 1933
 DU0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0211+STABILITY: SURFACE MOTION
 DU0211
 DU0211  HISTORY     - Date     Condition        Report By
 DU0211  HISTORY     - 1933     MONUMENTED       CGS
 DU0211
 DU0211                          STATION DESCRIPTION
 DU0211
 DU0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0211'5.1 MI W FROM SAN CARLOS.
 DU0211'ON SOUTHERN PACIFIC RIGHT OF WAY, 300 FEET EAST OF MILEPOST 1206, ON
 DU0211'EAST BANK OF WASH, 75 FEET NORTHEAST OF EASTERLY END OF RAILROAD
 DU0211'TRESTLE, 50 FEET NORTH OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0756 ***********************************************************************
 CZ0756  DESIGNATION -  K 17
 CZ0756  PID         -  CZ0756
 CZ0756  STATE/COUNTY-  AZ/PIMA
 CZ0756  USGS QUAD   -  AVRA (1992)
 CZ0756
 CZ0756                         *CURRENT SURVEY CONTROL
 CZ0756  ___________________________________________________________________
 CZ0756* NAD 83(1986)-  32 22 27.     (N)    111 08 24.     (W)     SCALED    
 CZ0756* NAVD 88     -       648.95   (+/-2cm)    2129.1    (feet)  VERTCON   
 CZ0756  ___________________________________________________________________
 CZ0756  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0756
 CZ0756.The horizontal coordinates were scaled from a topographic map and have
 CZ0756.an estimated accuracy of +/- 6 seconds.
 CZ0756
 CZ0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0756.The vertical order pertains to the NGVD 29 superseded value.
 CZ0756
 CZ0756.The geoid height was determined by GEOID03.
 CZ0756
 CZ0756;                    North         East    Units  Estimated Accuracy
 CZ0756;SPC AZ C     -   152,620.      286,440.      MT  (+/- 180 meters Scaled)
 CZ0756
 CZ0756                          SUPERSEDED SURVEY CONTROL
 CZ0756
 CZ0756  NGVD 29 (??/??/92)  648.301  (m)         2126.97   (f) ADJ UNCH    2 0
 CZ0756
 CZ0756.Superseded values are not recommended for survey control.
 CZ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0756.See file dsdata.txt to determine how the superseded data were derived.
 CZ0756
 CZ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA868819(NAD 83)
 CZ0756_MARKER: DD = SURVEY DISK
 CZ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0756_STAMPING: K 17 1934 2128
 CZ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0756+STABILITY: SURFACE MOTION
 CZ0756
 CZ0756  HISTORY     - Date     Condition        Report By
 CZ0756  HISTORY     - 1934     MONUMENTED       USGS
 CZ0756  HISTORY     - 1951     GOOD             NGS
 CZ0756  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0756
 CZ0756                          STATION DESCRIPTION
 CZ0756
 CZ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0756'4.2 MI NW FROM CORTARO.
 CZ0756'0.9 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0756'AT CORTARO, THENCE 3.3 MILES NORTHWEST ALONG SILVER BELL ROAD TO THE
 CZ0756'INTERSECTION 0.1 MILE SOUTHEAST OF RATTLESNAKE PASS, 3.8 MILES SOUTH
 CZ0756'OF RILLITO, 127 FEET NORTHWEST OF THE CENTER OF A Y JUNCTION OF RATTLE
 CZ0756'SNAKE PASS ROAD, 45 1/2 FEET NORTHEAST OF THE CENTER LINE OF RATTLE
 CZ0756'SNAKE PASS ROAD, 30 FEET WEST OF THE CENTER LINE OF SILVER BELL ROAD,
 CZ0756'2 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0756'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 CZ0756'THE GROUND.
 CZ0756
 CZ0756                          STATION RECOVERY (1997)
 CZ0756
 CZ0756'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0362 ***********************************************************************
 DU0362  DESIGNATION -  K 17
 DU0362  PID         -  DU0362
 DU0362  STATE/COUNTY-  AZ/PIMA
 DU0362  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU0362
 DU0362                         *CURRENT SURVEY CONTROL
 DU0362  ___________________________________________________________________
 DU0362* NAD 83(1986)-  33 36 56.     (N)    111 01 51.     (W)     SCALED    
 DU0362* NAVD 88     -       743.261  (meters)    2438.52   (feet)  ADJUSTED  
 DU0362  ___________________________________________________________________
 DU0362  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DU0362  DYNAMIC HT  -         742.304 (meters)    2435.38  (feet)  COMP
 DU0362  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 DU0362
 DU0362  VERT ORDER  -  FIRST     CLASS II
 DU0362
 DU0362.The horizontal coordinates were scaled from a topographic map and have
 DU0362.an estimated accuracy of +/- 6 seconds.
 DU0362
 DU0362.The orthometric height was determined by differential leveling
 DU0362.and adjusted in June 1991.
 DU0362
 DU0362.The geoid height was determined by GEOID03.
 DU0362
 DU0362.The dynamic height is computed by dividing the NAVD 88
 DU0362.geopotential number by the normal gravity value computed on the
 DU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0362.degrees latitude (g = 980.6199 gals.).
 DU0362
 DU0362.The modeled gravity was interpolated from observed gravity values.
 DU0362
 DU0362;                    North         East    Units  Estimated Accuracy
 DU0362;SPC AZ C     -   290,370.      295,560.      MT  (+/- 180 meters Scaled)
 DU0362
 DU0362                          SUPERSEDED SURVEY CONTROL
 DU0362
 DU0362  NGVD 29 (??/??/92)  742.672  (m)         2436.58   (f) ADJ UNCH    1 2
 DU0362
 DU0362.Superseded values are not recommended for survey control.
 DU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0362.See file dsdata.txt to determine how the superseded data were derived.
 DU0362
 DU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC971195(NAD 83)
 DU0362_MARKER: DD = SURVEY DISK
 DU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0362_STAMPING: 2436.583 K 17 1933
 DU0362_MARK LOGO: CGS   
 DU0362_PROJECTION: PROJECTING 4 CENTIMETERS
 DU0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0362+STABILITY: SURFACE MOTION
 DU0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0362+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU0362
 DU0362  HISTORY     - Date     Condition        Report By
 DU0362  HISTORY     - 1933     MONUMENTED       CGS
 DU0362  HISTORY     - 1946     GOOD             CGS
 DU0362  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0362  HISTORY     - 19990929 GOOD             AZDT
 DU0362  HISTORY     - 20030623 GOOD             AZ-007
 DU0362  HISTORY     - 20050529 GOOD             USPSQD
 DU0362  HISTORY     - 20070506 GOOD             GEOCAC
 DU0362
 DU0362                          STATION DESCRIPTION
 DU0362
 DU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DU0362'7.8 MI SE FROM ROOSEVELT.
 DU0362'7.8 MI SE FROM ROOSEVELT, ALONG THE APACHE TRAIL HIGHWAY FROM THE
 DU0362'POST OFFICE AT ROOSEVELT, GILA COUNTY, 6.6 MILES NORTHWEST OF THE
 DU0362'JUNCTION OF THE GLOBE-YOUNG HIGHWAY, 1.5 MILES NORTHWEST OF THE
 DU0362'JUNCTION OF A SIDE ROAD AND THE HIGHWAY, 35 FEET SOUTH OF THE
 DU0362'CENTERLINE OF THE HIGHWAY, AND AT A MAILBOX AND METAL-PIPE SIGN
 DU0362'--A.J. COANER--.  A STANDARD DISK STAMPED--2436.583 K 17 1933--,
 DU0362'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE
 DU0362'THE GROUND.
 DU0362
 DU0362                          STATION RECOVERY (1979)
 DU0362
 DU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0362'NOTE=THE ROAD HAS BEEN WIDENED.
 DU0362
 DU0362                          STATION RECOVERY (1999)
 DU0362
 DU0362'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1999
 DU0362'RECOVERED AS DESCRIBED.
 DU0362
 DU0362                          STATION RECOVERY (2003)
 DU0362
 DU0362'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU0362'FOUND AS DESCRIBED.
 DU0362
 DU0362                          STATION RECOVERY (2005)
 DU0362
 DU0362'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0362'RECOVERED AS DESCRIBED.  NO MAIL BOX OR SIGN.  STATION IS 26' WEST OF
 DU0362'CENTERLINE OF SIDE ROAD.
 DU0362
 DU0362                          STATION RECOVERY (2007)
 DU0362
 DU0362'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0362'THE MONUMENT HAS SEEN SOME ABUSE, BUT THE MARK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0121 ***********************************************************************
 CZ0121  DESIGNATION -  K 19
 CZ0121  PID         -  CZ0121
 CZ0121  STATE/COUNTY-  AZ/PIMA
 CZ0121  USGS QUAD   -  ORO VALLEY (1981)
 CZ0121
 CZ0121                         *CURRENT SURVEY CONTROL
 CZ0121  ___________________________________________________________________
 CZ0121* NAD 83(1986)-  32 27 58.     (N)    110 55 39.     (W)     SCALED    
 CZ0121* NAVD 88     -       913.74   (+/-2cm)    2997.8    (feet)  VERTCON   
 CZ0121  ___________________________________________________________________
 CZ0121  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CZ0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0121
 CZ0121.The horizontal coordinates were scaled from a topographic map and have
 CZ0121.an estimated accuracy of +/- 6 seconds.
 CZ0121
 CZ0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0121.The vertical order pertains to the NGVD 29 superseded value.
 CZ0121
 CZ0121.The geoid height was determined by GEOID03.
 CZ0121
 CZ0121;                    North         East    Units  Estimated Accuracy
 CZ0121;SPC AZ C     -   162,980.      306,350.      MT  (+/- 180 meters Scaled)
 CZ0121
 CZ0121                          SUPERSEDED SURVEY CONTROL
 CZ0121
 CZ0121  NGVD 29 (??/??/92)  913.043  (m)         2995.54   (f) ADJ UNCH    2 0
 CZ0121
 CZ0121.Superseded values are not recommended for survey control.
 CZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0121.See file dsdata.txt to determine how the superseded data were derived.
 CZ0121
 CZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA068921(NAD 83)
 CZ0121_MARKER: DD = SURVEY DISK
 CZ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0121_STAMPING: K 19 1934 2186 FEET
 CZ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0121+STABILITY: SURFACE MOTION
 CZ0121
 CZ0121  HISTORY     - Date     Condition        Report By
 CZ0121  HISTORY     - 1934     MONUMENTED       CGS
 CZ0121  HISTORY     - 1967     GOOD             USGS
 CZ0121
 CZ0121                          STATION DESCRIPTION
 CZ0121
 CZ0121'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0121'8.5 MI S FROM MARANA.
 CZ0121'LOCATED ABOUT 8 1/2 MI S OF MARANA, 7 MI SW OF RILLITO, 8 MILES W OF
 CZ0121'CORTARO, 1/2 MILE NORTH OF A GROCERY STORE ON SAN DARIO ROAD AND 30
 CZ0121'FEET NORTH OF A DIRT ROAD LEADING WEST.  TO REACH FROM RR DEPOT AT
 CZ0121'RILLITO GO SOUTH ON U.S. INTERSTATE NO. 10 FOR 1.5 MILES TO AVRA ROAD,
 CZ0121'TURN RIGHT (WEST) AND GO 5.0 MILES TO JUNC. WITH SAN DARIO ROAD, TURN
 CZ0121'LEFT (SOUTH) AND GO 4.8 MILES TO STATION ON RIGHT. STATION MARK. A
 CZ0121'USGS (CWA) TABLET STAMPED K 19 1934 2186 FEET SET IN CONCRETE. T 12S.,
 CZ0121'R11E., NEAR S. COR, SECS. 33 AND 34, ABOUT 45 FT W OF CENTER OF RD.
 CZ0121'NOTE-- THE ROAD GRADER HAS EXPOSED ONE SIDE OF CONCRETE POST AND
 CZ0121'STATION IS IN DANGER OF CAVING INTO DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0381 ***********************************************************************
 DU0381  DESIGNATION -  K 20
 DU0381  PID         -  DU0381
 DU0381  STATE/COUNTY-  AZ/PIMA
 DU0381  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0381
 DU0381                         *CURRENT SURVEY CONTROL
 DU0381  ___________________________________________________________________
 DU0381* NAD 83(1986)-  33 53 56.     (N)    111 18 32.     (W)     SCALED    
 DU0381* NAVD 88     -       735.578  (meters)    2413.31   (feet)  ADJUSTED  
 DU0381  ___________________________________________________________________
 DU0381  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU0381  DYNAMIC HT  -         734.635 (meters)    2410.22  (feet)  COMP
 DU0381  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 DU0381
 DU0381  VERT ORDER  -  FIRST     CLASS II
 DU0381
 DU0381.The horizontal coordinates were scaled from a topographic map and have
 DU0381.an estimated accuracy of +/- 6 seconds.
 DU0381
 DU0381.The orthometric height was determined by differential leveling
 DU0381.and adjusted in June 1991.
 DU0381
 DU0381.The geoid height was determined by GEOID03.
 DU0381
 DU0381.The dynamic height is computed by dividing the NAVD 88
 DU0381.geopotential number by the normal gravity value computed on the
 DU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0381.degrees latitude (g = 980.6199 gals.).
 DU0381
 DU0381.The modeled gravity was interpolated from observed gravity values.
 DU0381
 DU0381;                    North         East    Units  Estimated Accuracy
 DU0381;SPC AZ C     -   321,610.      269,570.      MT  (+/- 180 meters Scaled)
 DU0381
 DU0381                          SUPERSEDED SURVEY CONTROL
 DU0381
 DU0381  NGVD 29 (??/??/92)  734.961  (m)         2411.28   (f) ADJ UNCH    1 2
 DU0381
 DU0381.Superseded values are not recommended for survey control.
 DU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0381.See file dsdata.txt to determine how the superseded data were derived.
 DU0381
 DU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC714509(NAD 83)
 DU0381_MARKER: DB = BENCH MARK DISK
 DU0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0381_STAMPING: K-20 1934 ELEV 2313 FT
 DU0381_MARK LOGO: CGS   
 DU0381_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0381+STABILITY: SURFACE MOTION
 DU0381
 DU0381  HISTORY     - Date     Condition        Report By
 DU0381  HISTORY     - 1934     MONUMENTED       CGS
 DU0381  HISTORY     - 1967     GOOD             USGS
 DU0381  HISTORY     - 1983     GOOD             NGS
 DU0381  HISTORY     - 20070101 MARK NOT FOUND   GEOCAC
 DU0381
 DU0381                          STATION DESCRIPTION
 DU0381
 DU0381'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DU0381'2.0 MI N FROM TONTO BASIN.
 DU0381'ABOUT 1.7 MI. NE OF CORTARO, 435 FT E. OF PROFESSOR HEMINGWAY LARGE
 DU0381'2-STORY STONE RANCH HOUSE. LOCATED ABOUT 5 1/2 MILES SE OF RILLITO, 1
 DU0381'1/2 MILES NE OF CORTARO IN THE SE 1/4 OF SECTION 24, T 12S, R12E, 25
 DU0381'FT SE OF DIRT ROAD, 435 FEET NE OF RUINS OF A 2 STORY STONE HOUSE. TO
 DU0381'REACH FROM CORTARO GO NW ON CORTARO ROAD TO FREEWAY UNDERPASS -
 DU0381'CONTINUE EAST ON CONTARO ROAD FOR 1.05 MILES TO ROAD T - TURN LEFT
 DU0381'(NORTH) ON TRACK RD FOR 0.2 MILE TO ROAD Y TAKE RIGHT FORK AND GO 0.7
 DU0381'MILE TO STATION ON RIGHT.  STATION MARK-- A USGS (CWA) STATION STAMPED
 DU0381'K-20 1934 ELEV 3213 FT SET IN CONCRETE POST.
 DU0381
 DU0381                          STATION RECOVERY (1983)
 DU0381
 DU0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0381'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0381'2.9 KM (1.8 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU0381'PUNKIN CENTER, ON A LARGE FLAT RIDGE OVERLOOKING TONTO CREEK AND NEAR
 DU0381'THE CENTER OF A STEEP GRADE, 0.6 KM (0.4 MI) NORTH OF MILEPOST 264,
 DU0381'18.2 METERS (60 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 DU0381'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DU0381'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DU0381
 DU0381                          STATION RECOVERY (2007)
 DU0381
 DU0381'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0381'THE HIGHWAY HAS BEEN REALIGNED AND MOVED. THE PAVEMENT OF THE OLD
 DU0381'HIGHWAY WAS REMOVED, ONLY VAGUE TRACES OF THE OLD ROADBED REMAIN.
 DU0381'ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0419 ***********************************************************************
 DU0419  DESIGNATION -  K 21
 DU0419  PID         -  DU0419
 DU0419  STATE/COUNTY-  AZ/MARICOPA
 DU0419  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0419
 DU0419                         *CURRENT SURVEY CONTROL
 DU0419  ___________________________________________________________________
 DU0419* NAD 83(1986)-  33 31 30.     (N)    111 18 25.     (W)     SCALED    
 DU0419* NAVD 88     -       681.750  (meters)    2236.71   (feet)  ADJUSTED  
 DU0419  ___________________________________________________________________
 DU0419  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DU0419  DYNAMIC HT  -         680.874 (meters)    2233.83  (feet)  COMP
 DU0419  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 DU0419
 DU0419  VERT ORDER  -  FIRST     CLASS II
 DU0419
 DU0419.The horizontal coordinates were scaled from a topographic map and have
 DU0419.an estimated accuracy of +/- 6 seconds.
 DU0419
 DU0419.The orthometric height was determined by differential leveling
 DU0419.and adjusted in June 1991.
 DU0419
 DU0419.The geoid height was determined by GEOID03.
 DU0419
 DU0419.The dynamic height is computed by dividing the NAVD 88
 DU0419.geopotential number by the normal gravity value computed on the
 DU0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0419.degrees latitude (g = 980.6199 gals.).
 DU0419
 DU0419.The modeled gravity was interpolated from observed gravity values.
 DU0419
 DU0419;                    North         East    Units  Estimated Accuracy
 DU0419;SPC AZ C     -   280,140.      270,000.      MT  (+/- 180 meters Scaled)
 DU0419
 DU0419                          SUPERSEDED SURVEY CONTROL
 DU0419
 DU0419  NGVD 29 (??/??/92)  681.128  (m)         2234.67   (f) ADJ UNCH    1 2
 DU0419
 DU0419.Superseded values are not recommended for survey control.
 DU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0419.See file dsdata.txt to determine how the superseded data were derived.
 DU0419
 DU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC714095(NAD 83)
 DU0419_MARKER: DB = BENCH MARK DISK
 DU0419_SETTING: 66 = SET IN ROCK OUTCROP
 DU0419_SP_SET: ROCK
 DU0419_STAMPING: K 21 1933
 DU0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0419+STABILITY: POSITION/ELEVATION WELL
 DU0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0419+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0419
 DU0419  HISTORY     - Date     Condition        Report By
 DU0419  HISTORY     - 1933     MONUMENTED       CGS
 DU0419  HISTORY     - 1948     GOOD             NGS
 DU0419  HISTORY     - 1980     GOOD             NGS
 DU0419  HISTORY     - 20060812 GOOD             GEOCAC
 DU0419  HISTORY     - 20080716 GOOD             GEOCAC
 DU0419
 DU0419                          STATION DESCRIPTION
 DU0419
 DU0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0419'10.2 MI NE FROM TORTILLA FLAT.
 DU0419'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0419'TORTILLA FLAT, 0.3 MILE SOUTH OF MILE POST 224, 35.5 FEET NORTHWEST OF
 DU0419'THE CENTER LINE OF THE HIGHWAY, 30.0 FEET NORTHWEST OF THE BRIDGE, AT
 DU0419'FISH CREEK CANYON, AT THE EAST APPROACH OF THE HIGHWAY BRIDGE OVER
 DU0419'FISH CREEK, SET IN TOP OF A LARGE ROCK AND ABOUT 3.0 FEET ABOVE
 DU0419'HIGHWAY.
 DU0419
 DU0419                          STATION RECOVERY (1980)
 DU0419
 DU0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0419'14.5 KM (9.0 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0419'OFFICE AT TORTILLA FLAT, 0.5 KM (0.3 MI) SOUTH OF HIGHWAY MILEPOST
 DU0419'224, IN TOP OF A ROCK OUTCROP AT THE NORTHWEST CORNER OF A
 DU0419'HIGHWAY BRIDGE OVER FISH CREEK, 10.8 METERS (35.5 FT) WEST OF THE
 DU0419'CENTERLINE OF THE HIGHWAY, 9.1 METERS (30.0 FT) WEST OF THE NORTHWEST
 DU0419'CORNER OF THE BRIDGE, 1.1 METERS (3.6 FT) EAST OF A 10-CM (3-INCH)
 DU0419'STEEL PIPE IN TOP OF A CIRCULAR CONCRETE STRUCTURE.
 DU0419'THE MARK IS 0.6 M ABOVE THE BRIDGE.
 DU0419
 DU0419                          STATION RECOVERY (2006)
 DU0419
 DU0419'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0419'RECOVERED IN GOOD CONDITION.
 DU0419
 DU0419                          STATION RECOVERY (2008)
 DU0419
 DU0419'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0419'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0419'33 31.495 W 111
 DU0419'18.433.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0784 ***********************************************************************
 DU0784  DESIGNATION -  K 22
 DU0784  PID         -  DU0784
 DU0784  STATE/COUNTY-  AZ/PIMA
 DU0784  USGS QUAD   -  MESA (1982)
 DU0784
 DU0784                         *CURRENT SURVEY CONTROL
 DU0784  ___________________________________________________________________
 DU0784* NAD 83(1986)-  33 24 51.     (N)    111 49 31.     (W)     SCALED    
 DU0784* NAVD 88     -       378.10   (+/-2cm)    1240.5    (feet)  VERTCON   
 DU0784  ___________________________________________________________________
 DU0784  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0784
 DU0784.The horizontal coordinates were scaled from a topographic map and have
 DU0784.an estimated accuracy of +/- 6 seconds.
 DU0784
 DU0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0784.The vertical order pertains to the NGVD 29 superseded value.
 DU0784
 DU0784.The geoid height was determined by GEOID03.
 DU0784
 DU0784;                    North         East    Units  Estimated Accuracy
 DU0784;SPC AZ C     -   267,690.      221,860.      MT  (+/- 180 meters Scaled)
 DU0784
 DU0784                          SUPERSEDED SURVEY CONTROL
 DU0784
 DU0784  NGVD 29 (??/??/92)  377.536  (m)         1238.63   (f) ADJ UNCH    2 0
 DU0784
 DU0784.Superseded values are not recommended for survey control.
 DU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0784.See file dsdata.txt to determine how the superseded data were derived.
 DU0784
 DU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB232975(NAD 83)
 DU0784_MARKER: DD = SURVEY DISK
 DU0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0784_STAMPING: K-22 1934 ELEV 2369
 DU0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0784+STABILITY: SURFACE MOTION
 DU0784
 DU0784  HISTORY     - Date     Condition        Report By
 DU0784  HISTORY     - 1934     MONUMENTED       CGS
 DU0784  HISTORY     - 1967     GOOD             USGS
 DU0784  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0784  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0784
 DU0784                          STATION DESCRIPTION
 DU0784
 DU0784'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DU0784'3.0 MI SW FROM PHILIPS RANCH.
 DU0784'ABOUT 3 MI SW OF PHILIPS RANCH (RANCH DEL SOCORRO).  FROM RYAN FIELD
 DU0784'PROCEED SW ALONG A10 HWY FOR 3.7 MILES TO A DIRT ROAD NW., GO RIGHT
 DU0784'ALONG ROAD 0.5 MILES TO A ROAD FORK TAKE RIGHT FORK (N) FOR 2.2 MILES,
 DU0784'TURN LEFT ON A DIRT ROAD (W) FOR 1.0 MILES TO STATION ON RIGHT. THE
 DU0784'STATION MARK IS IN GOOD CONDITION AND IS A USGS STD TABLET SET IN
 DU0784'CONCRETE POST AND STAMPED K-22 1934 ELEV 2369 FT.
 DU0784
 DU0784                          STATION RECOVERY (1992)
 DU0784
 DU0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0784'THE DESCRIBED BUILDING HAS BEEN REMOVED.  ASSUMED DESTROYED.
 DU0784
 DU0784                          STATION RECOVERY (2005)
 DU0784
 DU0784'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0784'THE SCALED COORDINATES POINT TO AN AREA OF MESA WHERE THERE ARE NO
 DU0784'LONGER ANY DIRT ROADS, AND IS OCCUPIED BY A PARKING GARAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0531 ***********************************************************************
 DV0531  DESIGNATION -  K 23
 DV0531  PID         -  DV0531
 DV0531  STATE/COUNTY-  AZ/MARICOPA
 DV0531  USGS QUAD   -  PHOENIX (1982)
 DV0531
 DV0531                         *CURRENT SURVEY CONTROL
 DV0531  ___________________________________________________________________
 DV0531* NAD 83(1986)-  33 26 51.     (N)    112 04 33.     (W)     SCALED    
 DV0531* NAVD 88     -       331.648  (meters)    1088.08   (feet)  ADJUSTED  
 DV0531  ___________________________________________________________________
 DV0531  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0531  DYNAMIC HT  -         331.265 (meters)    1086.83  (feet)  COMP
 DV0531  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 DV0531
 DV0531  VERT ORDER  -  FIRST     CLASS II
 DV0531
 DV0531.The horizontal coordinates were scaled from a topographic map and have
 DV0531.an estimated accuracy of +/- 6 seconds.
 DV0531
 DV0531.The orthometric height was determined by differential leveling
 DV0531.and adjusted in November 1993.
 DV0531
 DV0531.The geoid height was determined by GEOID03.
 DV0531
 DV0531.The dynamic height is computed by dividing the NAVD 88
 DV0531.geopotential number by the normal gravity value computed on the
 DV0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0531.degrees latitude (g = 980.6199 gals.).
 DV0531
 DV0531.The modeled gravity was interpolated from observed gravity values.
 DV0531
 DV0531;                    North         East    Units  Estimated Accuracy
 DV0531;SPC AZ C     -   271,390.      198,560.      MT  (+/- 180 meters Scaled)
 DV0531
 DV0531                          SUPERSEDED SURVEY CONTROL
 DV0531
 DV0531  NGVD 29 (??/??/92)  331.073  (m)         1086.20   (f) ADJ UNCH    1 2
 DV0531
 DV0531.Superseded values are not recommended for survey control.
 DV0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0531.See file dsdata.txt to determine how the superseded data were derived.
 DV0531
 DV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC000014(NAD 83)
 DV0531_MARKER: DB = BENCH MARK DISK
 DV0531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0531_SP_SET: RETAINING WALL
 DV0531_STAMPING: K 23 1933 1086.192
 DV0531_MARK LOGO: CGS   
 DV0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0531+STABILITY: SURFACE MOTION
 DV0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0531+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 DV0531
 DV0531  HISTORY     - Date     Condition        Report By
 DV0531  HISTORY     - 1933     MONUMENTED       CGS
 DV0531  HISTORY     - 1949     GOOD             NGS
 DV0531  HISTORY     - 19920311 GOOD             NGS
 DV0531  HISTORY     - 20060228 GOOD             USPSQD
 DV0531
 DV0531                          STATION DESCRIPTION
 DV0531
 DV0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0531'IN PHOENIX.
 DV0531'AT MARICOPA COUNTY COURTHOUSE, ON NORTHERLY BANNISTER OF BASEMENT
 DV0531'ENTRANCE UNDER EAST SIDE OF FRONT ENTRANCE.
 DV0531
 DV0531                          STATION RECOVERY (1949)
 DV0531
 DV0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0531'RECOVERED IN GOOD CONDITION.
 DV0531
 DV0531                          STATION RECOVERY (1992)
 DV0531
 DV0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0531'IN PHOENIX, AT 125 WEST WASHINGTON STREET, NEAR THE WEST END OF THE
 DV0531'NORTH CONCRETE RETAINING WALL AT THE EAST ENTRANCE TO THE BASEMENT OF
 DV0531'THE COUNTY COURTHOUSE, 44.4 M (145.7 FT) WEST OF THE WEST CURB OF 1ST
 DV0531'AVENUE, 26.3 M (86.3 FT) SOUTH OF THE SOUTH CURB OF THE STREET, 4.8 M
 DV0531'(15.7 FT) SOUTH OF THE BOTTOM STEP AT THE MAIN ENTRANCE TO THE
 DV0531'BUILDING, AND 3.4 M (11.2 FT) NORTH OF THE NORTH FACE OF THE
 DV0531'BUILDING.
 DV0531
 DV0531                          STATION RECOVERY (2006)
 DV0531
 DV0531'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1982 ***********************************************************************
 CZ1982  DESIGNATION -  K 23
 CZ1982  PID         -  CZ1982
 CZ1982  STATE/COUNTY-  AZ/PIMA
 CZ1982  USGS QUAD   -  THREE POINTS (1992)
 CZ1982
 CZ1982                         *CURRENT SURVEY CONTROL
 CZ1982  ___________________________________________________________________
 CZ1982* NAD 83(1992)-  32 06 12.34085(N)    111 15 05.55983(W)     ADJUSTED  
 CZ1982* NAVD 88     -       759.06   (+/-2cm)    2490.3    (feet)  VERTCON   
 CZ1982  ___________________________________________________________________
 CZ1982  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CZ1982  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ1982  HORZ ORDER  -  FIRST
 CZ1982  VERT ORDER  -  THIRD ? (See Below)
 CZ1982
 CZ1982.The horizontal coordinates were established by classical geodetic methods
 CZ1982.and adjusted by the National Geodetic Survey in August 1993.
 CZ1982
 CZ1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1982.The vertical order pertains to the NGVD 29 superseded value.
 CZ1982
 CZ1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1982
 CZ1982.The geoid height was determined by GEOID03.
 CZ1982
 CZ1982;                    North         East     Units Scale Factor Converg.
 CZ1982;SPC AZ C     -   122,528.413   276,133.179   MT  0.99994858   +0 21 12.6
 CZ1982;SPC AZ C     -   401,996.11    905,948.75   iFT  0.99994858   +0 21 12.6
 CZ1982;UTM  12      - 3,551,927.689   476,266.964   MT  0.99960695   -0 08 01.3
 CZ1982
 CZ1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1982!SPC AZ C     -   0.99988552  x   0.99994858  =   0.99983411
 CZ1982!UTM  12      -   0.99988552  x   0.99960695  =   0.99949252
 CZ1982
 CZ1982|---------------------------------------------------------------------|
 CZ1982| PID    Reference Object                     Distance      Geod. Az  |
 CZ1982|                                                           dddmmss.s |
 CZ1982| CZ1983 T15S R11E SECS 19 20 29 30            8.110 METERS 09408     |
 CZ1982| CZ0798 K 23 RM 1                            16.729 METERS 14128     |
 CZ1982| CH5790 K 23 RM 3 AZIMUTH                                  2010708.7 |
 CZ1982| CH5789 K 23 RM 2                            12.475 METERS 25303     |
 CZ1982|---------------------------------------------------------------------|
 CZ1982
 CZ1982                          SUPERSEDED SURVEY CONTROL
 CZ1982
 CZ1982  NAD 83(1986)-  32 06 12.33607(N)    111 15 05.55792(W) AD(       ) 1
 CZ1982  NAD 27      -  32 06 12.05600(N)    111 15 03.18900(W) AD(       ) 1
 CZ1982  NGVD 29 (07/19/86)  758.38   (m)         2488.1    (f) LEVELING    3  
 CZ1982
 CZ1982.Superseded values are not recommended for survey control.
 CZ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1982.See file dsdata.txt to determine how the superseded data were derived.
 CZ1982
 CZ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7626751928(NAD 83)
 CZ1982_MARKER: DS = TRIANGULATION STATION DISK
 CZ1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1982
 CZ1982  HISTORY     - Date     Condition        Report By
 CZ1982  HISTORY     - 1935     MONUMENTED       USGS
 CZ1982  HISTORY     - 1961     POOR             CGS
 CZ1982  HISTORY     - 1973     MARK NOT FOUND   AZHD
 CZ1982
 CZ1982                          STATION DESCRIPTION
 CZ1982
 CZ1982'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CZ1982'ABOUT 19 MILES SOUTHWEST OF TUCSON, AND ABOUT 0.2 MILE NORTH
 CZ1982'OF THE TUCSON-AJO ROAD, ON THE ONLY NOTICEABLE RISE BETWEEN
 CZ1982'SNYDERS HILL AND THE HILLS TO THE WEST, AND ABOUT 8-1/2 MILES
 CZ1982'BEYOND SNYDERS HILL, NEAR LINE BETWEEN SECS. 29 AND 32, T.
 CZ1982'15 S., R. 11 E.  MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY
 CZ1982'DISK SET IN AN 8-INCH CYLINDRICAL CONCRETE POST.  REFERENCE
 CZ1982'MARK NO. 1 IS 16.729 METERS (54.89 FEET) FROM STATION IN
 CZ1982'S 38 DEG 32 MIN E. REFERENCE MARK NO. 2 IS 12.475 METERS
 CZ1982'(40.93 FEET) FROM STATION  S 73 DEG 03 MIN W. G.L.O.
 CZ1982'SECTION CORNER IS 8.11 METERS (26.6 FEET) FROM STATION IN
 CZ1982'S 85 DEG 52 MIN E. AZIMUTH MARK (REFERENCE MARK NO.
 CZ1982'3), A STANDARD BRONZE DISK SET IN A CONCRETE DIP IN THE
 CZ1982'HIGHWAY, IS 0.3 MILE FROM STATION  S 21 DEG 07 MIN
 CZ1982'09 SEC W.
 CZ1982
 CZ1982                          STATION RECOVERY (1961)
 CZ1982
 CZ1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 CZ1982'THE STATION MARK HAS BEEN HIT AND IS NEAR THE CENTER OF A
 CZ1982'NEW ROAD.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  REFERENCE
 CZ1982'MARK NO. 1 IS IN PLACE.  IT WAS ASSUMED THAT THERE WAS NO
 CZ1982'UNDERGROUND MARK UNDER THE STATION BEENS IT WAS A U.S.G.S.
 CZ1982'BENCH MARK.
 CZ1982
 CZ1982                          STATION RECOVERY (1973)
 CZ1982
 CZ1982'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973
 CZ1982'GENERAL LOCATION-APPROX. 19 MILES SW OF TUCSON APPROX 0.2 MILE
 CZ1982'N. OF TUCSON-AJO HWY.
 CZ1982'
 CZ1982'TO REACH-ORIGINAL DESCRIPTION IS ADEQUATE.
 CZ1982'
 CZ1982'STATION MARK-DESTROYED.
 CZ1982'
 CZ1982'REFERENCE MARKS-R.M. 2 DSTROYED R.M. 1 IS GOOD.
 CZ1982'
 CZ1982'AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0798 ***********************************************************************
 CZ0798  DESIGNATION -  K 23 RM 1
 CZ0798  PID         -  CZ0798
 CZ0798  STATE/COUNTY-  AZ/PIMA
 CZ0798  USGS QUAD   -  THREE POINTS (1992)
 CZ0798
 CZ0798                         *CURRENT SURVEY CONTROL
 CZ0798  ___________________________________________________________________
 CZ0798* NAD 83(1986)-  32 06 13.     (N)    111 15 04.     (W)     SCALED    
 CZ0798* NAVD 88     -       759.06   (+/-2cm)    2490.3    (feet)  VERTCON   
 CZ0798  ___________________________________________________________________
 CZ0798  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0798
 CZ0798.The horizontal coordinates were scaled from a topographic map and have
 CZ0798.an estimated accuracy of +/- 6 seconds.
 CZ0798
 CZ0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0798.The vertical order pertains to the NGVD 29 superseded value.
 CZ0798
 CZ0798.The geoid height was determined by GEOID03.
 CZ0798
 CZ0798;                    North         East    Units  Estimated Accuracy
 CZ0798;SPC AZ C     -   122,550.      276,170.      MT  (+/- 180 meters Scaled)
 CZ0798
 CZ0798                          SUPERSEDED SURVEY CONTROL
 CZ0798
 CZ0798  NGVD 29 (??/??/92)  758.38   (m)         2488.1    (f) COMPUTED    2 0
 CZ0798
 CZ0798.Superseded values are not recommended for survey control.
 CZ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0798.See file dsdata.txt to determine how the superseded data were derived.
 CZ0798
 CZ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA763519(NAD 83)
 CZ0798_MARKER: DR = REFERENCE MARK DISK
 CZ0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0798_SP_SET: CONCRETE MASS
 CZ0798_STAMPING: K 23 NO 1 1935 U S G S
 CZ0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0798
 CZ0798  HISTORY     - Date     Condition        Report By
 CZ0798  HISTORY     - 1935     MONUMENTED       USGS
 CZ0798  HISTORY     - 1962     GOOD             NGS
 CZ0798
 CZ0798                          STATION DESCRIPTION
 CZ0798
 CZ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0798'18.7 MI SW FROM TUCSON.
 CZ0798'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0798'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST ALONG A GRADED ROAD
 CZ0798'0.3 MILE, 35 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 1.5 FEET SOUTH
 CZ0798'OF A METAL WITNESS POST.  THE MARK IS A COAST AND GEODETIC SURVEY
 CZ0798'REFERENCE MARK DISK SET IN THE TOP OF A MASS OF CONCRETE WHICH
 CZ0798'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0939 ***********************************************************************
 DV0939  DESIGNATION -  K 24
 DV0939  PID         -  DV0939
 DV0939  STATE/COUNTY-  AZ/MARICOPA
 DV0939  USGS QUAD   -  WICKENBURG (1978)
 DV0939
 DV0939                         *CURRENT SURVEY CONTROL
 DV0939  ___________________________________________________________________
 DV0939* NAD 83(1986)-  33 54 04.     (N)    112 40 27.     (W)     SCALED    
 DV0939* NAVD 88     -       572.685  (meters)    1878.88   (feet)  POSTED    
 DV0939  ___________________________________________________________________
 DV0939  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV0939  DYNAMIC HT  -         572.000 (meters)    1876.64  (feet)  COMP
 DV0939  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 DV0939
 DV0939  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0939
 DV0939.The horizontal coordinates were scaled from a topographic map and have
 DV0939.an estimated accuracy of +/- 6 seconds.
 DV0939
 DV0939.The orthometric height was determined by differential leveling
 DV0939.and adjusted in November 2005.
 DV0939.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0939.was located on a no-check spur therefore a value was not computed.
 DV0939.No vertical observational check was made to the station.
 DV0939
 DV0939.The geoid height was determined by GEOID03.
 DV0939
 DV0939.The dynamic height is computed by dividing the NAVD 88
 DV0939.geopotential number by the normal gravity value computed on the
 DV0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0939.degrees latitude (g = 980.6199 gals.).
 DV0939
 DV0939.The modeled gravity was interpolated from observed gravity values.
 DV0939
 DV0939;                    North         East    Units  Estimated Accuracy
 DV0939;SPC AZ C     -   321,940.      143,300.      MT  (+/- 180 meters Scaled)
 DV0939
 DV0939                          SUPERSEDED SURVEY CONTROL
 DV0939
 DV0939  NGVD 29 (??/??/92)  572.138  (m)         1877.09   (f) ADJ UNCH    2 0
 DV0939
 DV0939.Superseded values are not recommended for survey control.
 DV0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0939.See file dsdata.txt to determine how the superseded data were derived.
 DV0939
 DV0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC452524(NAD 83)
 DV0939_MARKER: DB = BENCH MARK DISK
 DV0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0939_SP_SET: CULVERT
 DV0939_STAMPING: K 24 1933
 DV0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0939
 DV0939  HISTORY     - Date     Condition        Report By
 DV0939  HISTORY     - 1933     MONUMENTED       CGS
 DV0939  HISTORY     - 1939     GOOD             NGS
 DV0939
 DV0939                          STATION DESCRIPTION
 DV0939
 DV0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0939'4.7 MI NW FROM HOT SPRINGS JUNCTION.
 DV0939'4.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0939'FROM HOT SPRINGS JUNCTION, 2.3 MILES SOUTH OF THE SIDING AT ALLAH,
 DV0939'1000 FEET NORTHWEST OF MILEPOST 146, AT CULVERT E 146, AND IN THE TOP
 DV0939'OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED K 24
 DV0939'1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0408 ***********************************************************************
 FS0408  DESIGNATION -  K 253
 FS0408  PID         -  FS0408
 FS0408  STATE/COUNTY-  AZ/MOHAVE
 FS0408  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0408
 FS0408                         *CURRENT SURVEY CONTROL
 FS0408  ___________________________________________________________________
 FS0408* NAD 83(1986)-  35 59 47.     (N)    114 08 25.     (W)     SCALED    
 FS0408* NAVD 88     -       433.932  (meters)    1423.66   (feet)  POSTED    
 FS0408  ___________________________________________________________________
 FS0408  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0408  DYNAMIC HT  -         433.500 (meters)    1422.24  (feet)  COMP
 FS0408  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 FS0408
 FS0408  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0408
 FS0408.The horizontal coordinates were scaled from a topographic map and have
 FS0408.an estimated accuracy of +/- 6 seconds.
 FS0408
 FS0408.The orthometric height was determined by differential leveling
 FS0408.and adjusted by the  in 1992.
 FS0408.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0408.rate of 4.1 thru 8.0 mm/km.
 FS0408
 FS0408.The geoid height was determined by GEOID03.
 FS0408
 FS0408.The dynamic height is computed by dividing the NAVD 88
 FS0408.geopotential number by the normal gravity value computed on the
 FS0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0408.degrees latitude (g = 980.6199 gals.).
 FS0408
 FS0408.The modeled gravity was interpolated from observed gravity values.
 FS0408
 FS0408;                    North         East    Units  Estimated Accuracy
 FS0408;SPC AZ W     -   554,200.      178,170.      MT  (+/- 180 meters Scaled)
 FS0408
 FS0408                          SUPERSEDED SURVEY CONTROL
 FS0408
 FS0408  NGVD 29 (??/??/92)  433.305  (m)         1421.60   (f) ADJ UNCH    1 1
 FS0408
 FS0408.Superseded values are not recommended for survey control.
 FS0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0408.See file dsdata.txt to determine how the superseded data were derived.
 FS0408
 FS0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV577873(NAD 83)
 FS0408_MARKER: DB = BENCH MARK DISK
 FS0408_SETTING: 66 = SET IN ROCK OUTCROP
 FS0408_SP_SET: ROCK OUTCROP
 FS0408_STAMPING: K 253 1940
 FS0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0408+STABILITY: POSITION/ELEVATION WELL
 FS0408
 FS0408  HISTORY     - Date     Condition        Report By
 FS0408  HISTORY     - 1940     MONUMENTED       CGS
 FS0408  HISTORY     - 1950     GOOD             NGS
 FS0408  HISTORY     - 19870220 GOOD             USPSQD
 FS0408
 FS0408                          STATION DESCRIPTION
 FS0408
 FS0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0408'1.7 MI S FROM MOUTH OF HUALPAI WASH.
 FS0408'1.7 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0408'WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE WEST EDGE OF HUALPAI
 FS0408'WASH, IN THE TOP OF THE EAST EDGE OF A LARGE OUTCROP, 23 FEET
 FS0408'EAST OF THE WEST BANK OF THE WASH, 22 FEET WEST OF THE CENTER LINE
 FS0408'OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE
 FS0408'WHITE PAINTED LETTERS B M.
 FS0408
 FS0408                          STATION RECOVERY (1987)
 FS0408
 FS0408'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0367 ***********************************************************************
 FS0367  DESIGNATION -  K 254
 FS0367  PID         -  FS0367
 FS0367  STATE/COUNTY-  AZ/MOHAVE
 FS0367  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0367
 FS0367                         *CURRENT SURVEY CONTROL
 FS0367  ___________________________________________________________________
 FS0367* NAD 83(1986)-  35 34 12.     (N)    114 18 29.     (W)     SCALED    
 FS0367* NAVD 88     -       955.179  (meters)    3133.78   (feet)  POSTED    
 FS0367  ___________________________________________________________________
 FS0367  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0367  DYNAMIC HT  -         954.090 (meters)    3130.21  (feet)  COMP
 FS0367  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 FS0367
 FS0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0367
 FS0367.The horizontal coordinates were scaled from a topographic map and have
 FS0367.an estimated accuracy of +/- 6 seconds.
 FS0367
 FS0367.The orthometric height was determined by differential leveling
 FS0367.and adjusted by the  in 1992.
 FS0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0367.rate of 0.0 thru 1.0 mm/km.
 FS0367
 FS0367.The geoid height was determined by GEOID03.
 FS0367
 FS0367.The dynamic height is computed by dividing the NAVD 88
 FS0367.geopotential number by the normal gravity value computed on the
 FS0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0367.degrees latitude (g = 980.6199 gals.).
 FS0367
 FS0367.The modeled gravity was interpolated from observed gravity values.
 FS0367
 FS0367;                    North         East    Units  Estimated Accuracy
 FS0367;SPC AZ W     -   506,970.      162,780.      MT  (+/- 180 meters Scaled)
 FS0367
 FS0367                          SUPERSEDED SURVEY CONTROL
 FS0367
 FS0367  NGVD 29 (??/??/92)  954.405  (m)         3131.24   (f) ADJ UNCH    1 1
 FS0367
 FS0367.Superseded values are not recommended for survey control.
 FS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0367.See file dsdata.txt to determine how the superseded data were derived.
 FS0367
 FS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV439395(NAD 83)
 FS0367_MARKER: DB = BENCH MARK DISK
 FS0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0367_STAMPING: K 254 1941
 FS0367_MARK LOGO: CGS   
 FS0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0367+STABILITY: SURFACE MOTION
 FS0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0367+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 FS0367
 FS0367  HISTORY     - Date     Condition        Report By
 FS0367  HISTORY     - 1941     MONUMENTED       CGS
 FS0367  HISTORY     - 1950     GOOD             NGS
 FS0367  HISTORY     - 1978     GOOD             LOCSUR
 FS0367  HISTORY     - 1982     GOOD             NGS
 FS0367  HISTORY     - 19870112 GOOD             USPSQD
 FS0367  HISTORY     - 20051011 GOOD             NGS
 FS0367
 FS0367                          STATION DESCRIPTION
 FS0367
 FS0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0367'14.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0367'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0367'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 3.8 MILES
 FS0367'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, ABOUT 72
 FS0367'YARDS NORTH OF THE APPROXIMATE CENTER OF A WASH, ON THE OUTSIDE
 FS0367'OF A CURVE, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 FS0367'3.2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 FS0367'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 FS0367'THE GROUND.
 FS0367
 FS0367                          STATION RECOVERY (1978)
 FS0367
 FS0367'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0367'RECOVERED IN GOOD CONDITION.
 FS0367
 FS0367                          STATION RECOVERY (1982)
 FS0367
 FS0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0367'RECOVERED IN GOOD CONDITION.
 FS0367
 FS0367                          STATION RECOVERY (1987)
 FS0367
 FS0367'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0367'RECOVERED IN GOOD CONDITION.
 FS0367
 FS0367                          STATION RECOVERY (2005)
 FS0367
 FS0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0367'PIERCES FERRY ROAD HAS BEEN PAVED AND STRAIGHTENED.  STATION IS NE OF
 FS0367'CORNEROF PIERCES FERRY ROAD AND EDGEMONT ROAD, 115 PACES E OF E FENCE
 FS0367'AROUND BALLFIELD PARK, IN OPEN BLM LAND, PROXIMATE TO POWERPOLE 57105
 FS0367'ALONG PIERCES FERRY ROAD.  WITNESS POST IS TRIANGULAR CONCRETE POST.
 FS0367'MARK IS 0.5 M NW OF SECOND WITNESS POST, A 3 M TALL WHITE, PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0549 ***********************************************************************
 ET0549  DESIGNATION -  K 255
 ET0549  PID         -  ET0549
 ET0549  STATE/COUNTY-  AZ/YAVAPAI
 ET0549  USGS QUAD   -  SIMMONS (1979)
 ET0549
 ET0549                         *CURRENT SURVEY CONTROL
 ET0549  ___________________________________________________________________
 ET0549* NAD 83(1986)-  34 51 43.     (N)    112 39 49.     (W)     SCALED    
 ET0549* NAVD 88     -      1409.035  (meters)    4622.81   (feet)  POSTED    
 ET0549  ___________________________________________________________________
 ET0549  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 ET0549  DYNAMIC HT  -        1407.190 (meters)    4616.76  (feet)  COMP
 ET0549  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 ET0549
 ET0549  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0549
 ET0549.The horizontal coordinates were scaled from a topographic map and have
 ET0549.an estimated accuracy of +/- 6 seconds.
 ET0549
 ET0549.The orthometric height was determined by differential leveling
 ET0549.and adjusted in November 2005.
 ET0549.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0549.rate of 0.0 thru 1.0 mm/km.
 ET0549
 ET0549.The geoid height was determined by GEOID03.
 ET0549
 ET0549.The dynamic height is computed by dividing the NAVD 88
 ET0549.geopotential number by the normal gravity value computed on the
 ET0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0549.degrees latitude (g = 980.6199 gals.).
 ET0549
 ET0549.The modeled gravity was interpolated from observed gravity values.
 ET0549
 ET0549;                    North         East    Units  Estimated Accuracy
 ET0549;SPC AZ C     -   428,510.      145,070.      MT  (+/- 180 meters Scaled)
 ET0549
 ET0549                          SUPERSEDED SURVEY CONTROL
 ET0549
 ET0549  NGVD 29 (??/??/92) 1408.228  (m)         4620.16   (f) ADJ UNCH    2 0
 ET0549
 ET0549.Superseded values are not recommended for survey control.
 ET0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0549.See file dsdata.txt to determine how the superseded data were derived.
 ET0549
 ET0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD479589(NAD 83)
 ET0549_MARKER: DB = BENCH MARK DISK
 ET0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0549_STAMPING: K 255 1941
 ET0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0549+STABILITY: SURFACE MOTION
 ET0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0549+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0549
 ET0549  HISTORY     - Date     Condition        Report By
 ET0549  HISTORY     - 1941     MONUMENTED       CGS
 ET0549  HISTORY     - 1974     GOOD             USGS
 ET0549  HISTORY     - 20080823 GOOD             GEOCAC
 ET0549
 ET0549                          STATION DESCRIPTION
 ET0549
 ET0549'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0549'4.0 MI NW FROM SIMMONS.
 ET0549'4.0 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0549'VALLEY WASH AT SIMMONS, TO POINT ON ROAD ABOUT 0.1 MI SE OF ROAD
 ET0549'JUNCTION AND CATTLE GUARD.  48 FT NE (NORMAL) OF CENTER LINE OF THE
 ET0549'ROAD, 10 FT SW OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN
 ET0549'THE ROAD.  A STANDARD USC AND GS DISK STAMPED K 255 1941 AND SET IN
 ET0549'THE TOP OF A CONCRETE POST PROJECTING 0.6 FT ABOVE GROUND.
 ET0549
 ET0549                          STATION RECOVERY (2008)
 ET0549
 ET0549'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0573 ***********************************************************************
 ET0573  DESIGNATION -  K 256
 ET0573  PID         -  ET0573
 ET0573  STATE/COUNTY-  AZ/YAVAPAI
 ET0573  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0573
 ET0573                         *CURRENT SURVEY CONTROL
 ET0573  ___________________________________________________________________
 ET0573* NAD 83(1986)-  34 53 55.     (N)    112 41 43.     (W)     SCALED    
 ET0573* NAVD 88     -      1439.35   (+/-2cm)    4722.3    (feet)  VERTCON   
 ET0573  ___________________________________________________________________
 ET0573  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ET0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0573
 ET0573.The horizontal coordinates were scaled from a topographic map and have
 ET0573.an estimated accuracy of +/- 6 seconds.
 ET0573
 ET0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0573.The vertical order pertains to the NGVD 29 superseded value.
 ET0573
 ET0573.The geoid height was determined by GEOID03.
 ET0573
 ET0573;                    North         East    Units  Estimated Accuracy
 ET0573;SPC AZ C     -   432,600.      142,200.      MT  (+/- 180 meters Scaled)
 ET0573
 ET0573                          SUPERSEDED SURVEY CONTROL
 ET0573
 ET0573  NGVD 29 (??/??/92) 1438.487  (m)         4719.44   (f) ADJ UNCH    2 0
 ET0573
 ET0573.Superseded values are not recommended for survey control.
 ET0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0573.See file dsdata.txt to determine how the superseded data were derived.
 ET0573
 ET0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD451631(NAD 83)
 ET0573_MARKER: DB = BENCH MARK DISK
 ET0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0573_STAMPING: K 256 1941
 ET0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0573+STABILITY: SURFACE MOTION
 ET0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0573+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 ET0573
 ET0573  HISTORY     - Date     Condition        Report By
 ET0573  HISTORY     - 1941     MONUMENTED       CGS
 ET0573  HISTORY     - 20080531 GOOD             GEOCAC
 ET0573
 ET0573                          STATION DESCRIPTION
 ET0573
 ET0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0573'7.1 MI NW FROM SIMMONS.
 ET0573'7.1 MILES NORTHWEST ALONG A COUNTY ROAD FROM THE CONCRETE BRIDGE OVER
 ET0573'HITT WASH AT SIMMONS, 3.0 MILES NORTHWEST THE INTERSECTION OF THE ROAD
 ET0573'LEADING TO PAULDEN, 0.3 MILE EAST OF THE PRESCOTT NATIONAL FOREST
 ET0573'BOUNDARY SIGNPOST, 0.3 MILE NORTHWEST OF THE CROSSING OF A LARGE WASH,
 ET0573'AT THE SUMMIT OF A HILL, 160 FEET EAST OF A LARGE CEDAR TREE, 47 FEET
 ET0573'EAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN
 ET0573'WITNESS POST, 2 FEET LOWER THAN THE ROAD.  SET IN THE TOP OF A
 ET0573'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 ET0573
 ET0573                          STATION RECOVERY (2008)
 ET0573
 ET0573'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0273 ***********************************************************************
 FR0273  DESIGNATION -  K 257
 FR0273  PID         -  FR0273
 FR0273  STATE/COUNTY-  AZ/YAVAPAI
 FR0273  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0273
 FR0273                         *CURRENT SURVEY CONTROL
 FR0273  ___________________________________________________________________
 FR0273* NAD 83(1986)-  35 04 20.     (N)    112 50 49.     (W)     SCALED    
 FR0273* NAVD 88     -      1681.02   (+/-2cm)    5515.1    (feet)  VERTCON   
 FR0273  ___________________________________________________________________
 FR0273  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FR0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0273
 FR0273.The horizontal coordinates were scaled from a topographic map and have
 FR0273.an estimated accuracy of +/- 6 seconds.
 FR0273
 FR0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0273.The vertical order pertains to the NGVD 29 superseded value.
 FR0273
 FR0273.The geoid height was determined by GEOID03.
 FR0273
 FR0273;                    North         East    Units  Estimated Accuracy
 FR0273;SPC AZ C     -   451,980.      128,520.      MT  (+/- 180 meters Scaled)
 FR0273
 FR0273                          SUPERSEDED SURVEY CONTROL
 FR0273
 FR0273  NGVD 29 (??/??/92) 1680.060  (m)         5512.00   (f) ADJ UNCH    2 0
 FR0273
 FR0273.Superseded values are not recommended for survey control.
 FR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0273.See file dsdata.txt to determine how the superseded data were derived.
 FR0273
 FR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD316826(NAD 83)
 FR0273_MARKER: DB = BENCH MARK DISK
 FR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0273_STAMPING: K 257 1941
 FR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0273+STABILITY: SURFACE MOTION
 FR0273
 FR0273  HISTORY     - Date     Condition        Report By
 FR0273  HISTORY     - 1941     MONUMENTED       CGS
 FR0273
 FR0273                          STATION DESCRIPTION
 FR0273
 FR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0273'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0273'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0273'YAVAPAI COUNTY, THENCE ABOUT 11.0 MILES NORTH ALONG THE ROAD LEADING
 FR0273'TO SELIGMAN, ABOUT 0.2 MILE NORTH OF A CURVE. 66 FEET WEST OF A LARGE
 FR0273'CEDAR TREE, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST
 FR0273'OF A WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 FR0273'DISK, STAMPED K 257 1941 AND SET IN THE TOP OF A CONCRETE POST
 FR0273'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0215 ***********************************************************************
 DV0215  DESIGNATION -  K 258
 DV0215  PID         -  DV0215
 DV0215  STATE/COUNTY-  AZ/MARICOPA
 DV0215  USGS QUAD   -  GLENDALE (1982)
 DV0215
 DV0215                         *CURRENT SURVEY CONTROL
 DV0215  ___________________________________________________________________
 DV0215* NAD 83(1986)-  33 37 16.     (N)    112 11 05.     (W)     SCALED    
 DV0215* NAVD 88     -       375.33   (+/-2cm)    1231.4    (feet)  VERTCON   
 DV0215  ___________________________________________________________________
 DV0215  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0215  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0215
 DV0215.The horizontal coordinates were scaled from a topographic map and have
 DV0215.an estimated accuracy of +/- 6 seconds.
 DV0215
 DV0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0215.The vertical order pertains to the NGVD 29 superseded value.
 DV0215
 DV0215.The geoid height was determined by GEOID03.
 DV0215
 DV0215;                    North         East    Units  Estimated Accuracy
 DV0215;SPC AZ C     -   290,660.      188,490.      MT  (+/- 180 meters Scaled)
 DV0215
 DV0215                          SUPERSEDED SURVEY CONTROL
 DV0215
 DV0215  NGVD 29 (??/??/92)  374.774  (m)         1229.57   (f) ADJ UNCH    1 2
 DV0215
 DV0215.Superseded values are not recommended for survey control.
 DV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0215.See file dsdata.txt to determine how the superseded data were derived.
 DV0215
 DV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC901207(NAD 83)
 DV0215_MARKER: DB = BENCH MARK DISK
 DV0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0215_STAMPING: K 258 1945
 DV0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0215+STABILITY: SURFACE MOTION
 DV0215
 DV0215  HISTORY     - Date     Condition        Report By
 DV0215  HISTORY     - 1945     MONUMENTED       CGS
 DV0215  HISTORY     - 1975     GOOD             NGS
 DV0215  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV0215
 DV0215                          STATION DESCRIPTION
 DV0215
 DV0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0215'IN THUNDERBIRD NO 1 AIRPORT.
 DV0215'AT THE THUNDERBIRD NO. 1 AIRPORT, SET IN THE NORTHWEST END OF THE
 DV0215'SOUTHWEST CONCRETE BASE OF THE SOUTHWEST HANGAR DOORS, 7.5 FEET
 DV0215'SOUTHEAST OF THE WEST CORNER OF HANGAR, 1.5 FEET SOUTHWEST OF THE
 DV0215'SOUTHWEST FACE OF THE SOUTHWEST-MOST HANGAR, 0.5 FOOT ABOVE THE
 DV0215'GROUND.  BRONZE BENCH MARK DISK.
 DV0215
 DV0215                          STATION RECOVERY (1975)
 DV0215
 DV0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DV0215'RECOVERED IN GOOD CONDITION.
 DV0215
 DV0215                          STATION RECOVERY (2004)
 DV0215
 DV0215'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0215'NOT FOUND.  ROAD GONE.  BUILDING PRESENT.  HANGER DOORS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0775 ***********************************************************************
 DU0775  DESIGNATION -  K 259
 DU0775  PID         -  DU0775
 DU0775  STATE/COUNTY-  AZ/MARICOPA
 DU0775  USGS QUAD   -  HIGLEY (1981)
 DU0775
 DU0775                         *CURRENT SURVEY CONTROL
 DU0775  ___________________________________________________________________
 DU0775* NAD 83(1986)-  33 18 24.     (N)    111 40 10.     (W)     SCALED    
 DU0775* NAVD 88     -       411.33   (+/-2cm)    1349.5    (feet)  VERTCON   
 DU0775  ___________________________________________________________________
 DU0775  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0775  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0775
 DU0775.This mark is at Phoenix-Williams Gateway Airport (IWA)
 DU0775
 DU0775.The horizontal coordinates were scaled from a topographic map and have
 DU0775.an estimated accuracy of +/- 6 seconds.
 DU0775
 DU0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0775.The vertical order pertains to the NGVD 29 superseded value.
 DU0775
 DU0775.The geoid height was determined by GEOID03.
 DU0775
 DU0775;                    North         East    Units  Estimated Accuracy
 DU0775;SPC AZ C     -   255,790.      236,380.      MT  (+/- 180 meters Scaled)
 DU0775
 DU0775                          SUPERSEDED SURVEY CONTROL
 DU0775
 DU0775  NGVD 29 (??/??/92)  410.821  (m)         1347.84   (f) ADJ UNCH    1 2
 DU0775
 DU0775.Superseded values are not recommended for survey control.
 DU0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0775.See file dsdata.txt to determine how the superseded data were derived.
 DU0775
 DU0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB376854(NAD 83)
 DU0775_MARKER: DB = BENCH MARK DISK
 DU0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0775_SP_SET: FOUNDATION
 DU0775_STAMPING: K 259 1945
 DU0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0775
 DU0775  HISTORY     - Date     Condition        Report By
 DU0775  HISTORY     - 1945     MONUMENTED       CGS
 DU0775  HISTORY     - 1948     GOOD             NGS
 DU0775  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 DU0775  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DU0775  HISTORY     - 20070726 MARK NOT FOUND   GEOCAC
 DU0775
 DU0775                          STATION DESCRIPTION
 DU0775
 DU0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0775'IN WILLIAMS A F B.
 DU0775'AT WILLIAMS A.F.B., MARICOPA COUNTY, BETWEEN THE OPERATIONS BUILDING
 DU0775'AND THE CONTROL TOWER, 9.2 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 DU0775'TOWER, IN THE TOP OF THE SOUTHEAST CORNER OF THE FOUNDATION OF AN
 DU0775'ABANDONED BUILDING, AND 1.7 FEET HIGHER THAN THE GROUND.  NOTE-- USE
 DU0775'WITH CAUTION.
 DU0775
 DU0775                          STATION RECOVERY (1995)
 DU0775
 DU0775'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU0775'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 DU0775'PERSON-HOUR.
 DU0775
 DU0775                          STATION RECOVERY (2002)
 DU0775
 DU0775'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0775'SEARCHED FOR NOT FOUND
 DU0775
 DU0775                          STATION RECOVERY (2007)
 DU0775
 DU0775'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0775'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0775'MARK. THE TOWER, AND ALL OLD FOUNDATIONS HAVE BEEN REMOVED. ASSUMED
 DU0775'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0331 ***********************************************************************
 ET0331  DESIGNATION -  K 26
 ET0331  PID         -  ET0331
 ET0331  STATE/COUNTY-  AZ/YAVAPAI
 ET0331  USGS QUAD   -  BISMARCK MESA (1969)
 ET0331
 ET0331                         *CURRENT SURVEY CONTROL
 ET0331  ___________________________________________________________________
 ET0331* NAD 83(1986)-  34 24 38.     (N)    112 51 52.     (W)     SCALED    
 ET0331* NAVD 88     -      1255.587  (meters)    4119.37   (feet)  POSTED    
 ET0331  ___________________________________________________________________
 ET0331  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 ET0331  DYNAMIC HT  -        1253.970 (meters)    4114.07  (feet)  COMP
 ET0331  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 ET0331
 ET0331  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0331
 ET0331.The horizontal coordinates were scaled from a topographic map and have
 ET0331.an estimated accuracy of +/- 6 seconds.
 ET0331
 ET0331.The orthometric height was determined by differential leveling
 ET0331.and adjusted in November 2005.
 ET0331.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0331.rate of 1.1 thru 2.0 mm/km.
 ET0331
 ET0331.The geoid height was determined by GEOID03.
 ET0331
 ET0331.The dynamic height is computed by dividing the NAVD 88
 ET0331.geopotential number by the normal gravity value computed on the
 ET0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0331.degrees latitude (g = 980.6199 gals.).
 ET0331
 ET0331.The modeled gravity was interpolated from observed gravity values.
 ET0331
 ET0331;                    North         East    Units  Estimated Accuracy
 ET0331;SPC AZ C     -   378,600.      126,230.      MT  (+/- 180 meters Scaled)
 ET0331
 ET0331                          SUPERSEDED SURVEY CONTROL
 ET0331
 ET0331  NGVD 29 (??/??/92) 1254.808  (m)         4116.82   (f) ADJ UNCH    1 2
 ET0331
 ET0331.Superseded values are not recommended for survey control.
 ET0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0331.See file dsdata.txt to determine how the superseded data were derived.
 ET0331
 ET0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD286092(NAD 83)
 ET0331_MARKER: DB = BENCH MARK DISK
 ET0331_SETTING: 80 = SET IN A BOULDER
 ET0331_SP_SET: BOULDER
 ET0331_STAMPING: K 26 1933
 ET0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0331+STABILITY: SURFACE MOTION
 ET0331
 ET0331  HISTORY     - Date     Condition        Report By
 ET0331  HISTORY     - 1933     MONUMENTED       CGS
 ET0331  HISTORY     - 1950     GOOD             NGS
 ET0331
 ET0331                          STATION DESCRIPTION
 ET0331
 ET0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0331'3.7 MI E FROM HILLSIDE.
 ET0331'3.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0331'THE STATION AT HILLSIDE, 164 1/2 FEET SOUTHEAST OF AND ACROSS THE
 ET0331'TRACK FROM MILEPOLE 98, IN THE TOP OF A BLACK BOULDER FLUSH WITH THE
 ET0331'GROUND, 61 FEET WEST OF A FENCE, 36.5 FEET EAST OF THE EAST RAIL, AND
 ET0331'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0363 ***********************************************************************
 CZ0363  DESIGNATION -  K 260
 CZ0363  PID         -  CZ0363
 CZ0363  STATE/COUNTY-  AZ/PINAL
 CZ0363  USGS QUAD   -  RED ROCK (1993)
 CZ0363
 CZ0363                         *CURRENT SURVEY CONTROL
 CZ0363  ___________________________________________________________________
 CZ0363* NAD 83(1986)-  32 30 22.     (N)    111 16 34.     (W)     SCALED    
 CZ0363* NAVD 88     -       587.19   (+/-2cm)    1926.5    (feet)  VERTCON   
 CZ0363  ___________________________________________________________________
 CZ0363  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0363
 CZ0363.The horizontal coordinates were scaled from a topographic map and have
 CZ0363.an estimated accuracy of +/- 6 seconds.
 CZ0363
 CZ0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0363.The vertical order pertains to the NGVD 29 superseded value.
 CZ0363
 CZ0363.The geoid height was determined by GEOID03.
 CZ0363
 CZ0363;                    North         East    Units  Estimated Accuracy
 CZ0363;SPC AZ C     -   167,170.      273,550.      MT  (+/- 180 meters Scaled)
 CZ0363
 CZ0363                          SUPERSEDED SURVEY CONTROL
 CZ0363
 CZ0363  NGVD 29 (??/??/92)  586.687  (m)         1924.82   (f) ADJ UNCH    1 2
 CZ0363
 CZ0363.Superseded values are not recommended for survey control.
 CZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0363.See file dsdata.txt to determine how the superseded data were derived.
 CZ0363
 CZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA740965(NAD 83)
 CZ0363_MARKER: DB = BENCH MARK DISK
 CZ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0363_STAMPING: K 260 1945
 CZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0363+STABILITY: SURFACE MOTION
 CZ0363
 CZ0363  HISTORY     - Date     Condition        Report By
 CZ0363  HISTORY     - 1945     MONUMENTED       CGS
 CZ0363  HISTORY     - 1960     GOOD             NGS
 CZ0363  HISTORY     - 1977     GOOD             USGS
 CZ0363
 CZ0363                          STATION DESCRIPTION
 CZ0363
 CZ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0363'1.1 MI E FROM MARANA AIRPORT.
 CZ0363'0.6 MILE WEST ALONG A COUNTY ROAD TO MARANA AIRPORT FROM ITS JUNCTION
 CZ0363'WITH HIGHWAY 84, 717 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 96
 CZ0363'FEET NORTH OF THE COUNTY ROAD, 5 FEET SOUTH OF A WIRE FENCE AND 4.5
 CZ0363'FEET EAST OF THE FOURTH TELEPHONE POLE WEST OF THE DIRT ROAD.  A
 CZ0363'STANDARD DISK STAMPED K 260 1945 AND SET IN THE TOP OF A CONCRETE POST
 CZ0363'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0363
 CZ0363                          STATION RECOVERY (1977)
 CZ0363
 CZ0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0363'1.7 MI. EAST OF MARANA AIR PARK ENTRANCE, 717 FT. WEST OF THE
 CZ0363'CENTERLINE OF A DIRT RD., 96 FT. NORTH OF THE COUNTY RD., 5 FT. SOUTH
 CZ0363'OF A WIRE FENCE. SET IN THE TOP OF A CONC. POST PROJECTING 0.5 FT.
 CZ0363'ABOVE THE GROUND. STD. DISK STAMPED K 260 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0148 ***********************************************************************
 CF0148  DESIGNATION -  K 261
 CF0148  PID         -  CF0148
 CF0148  STATE/COUNTY-  AZ/COCHISE
 CF0148  USGS QUAD   -  DOUGLAS (1978)
 CF0148
 CF0148                         *CURRENT SURVEY CONTROL
 CF0148  ___________________________________________________________________
 CF0148* NAD 83(1986)-  31 20 44.     (N)    109 30 40.     (W)     SCALED    
 CF0148* NAVD 88     -      1259.27   (+/-2cm)    4131.5    (feet)  VERTCON   
 CF0148  ___________________________________________________________________
 CF0148  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0148
 CF0148.The horizontal coordinates were scaled from a topographic map and have
 CF0148.an estimated accuracy of +/- 6 seconds.
 CF0148
 CF0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0148.The vertical order pertains to the NGVD 29 superseded value.
 CF0148
 CF0148.The geoid height was determined by GEOID03.
 CF0148
 CF0148;                    North         East    Units  Estimated Accuracy
 CF0148;SPC AZ E     -    38,490.      275,740.      MT  (+/- 180 meters Scaled)
 CF0148
 CF0148                          SUPERSEDED SURVEY CONTROL
 CF0148
 CF0148  NGVD 29 (??/??/92) 1258.459  (m)         4128.79   (f) ADJ UNCH    2 0
 CF0148
 CF0148.Superseded values are not recommended for survey control.
 CF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0148.See file dsdata.txt to determine how the superseded data were derived.
 CF0148
 CF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV416688(NAD 83)
 CF0148_MARKER: DB = BENCH MARK DISK
 CF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0148_STAMPING: K 261 1945
 CF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0148+STABILITY: SURFACE MOTION
 CF0148
 CF0148  HISTORY     - Date     Condition        Report By
 CF0148  HISTORY     - 1945     MONUMENTED       CGS
 CF0148  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0148
 CF0148                          STATION DESCRIPTION
 CF0148
 CF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CF0148'IN DOUGLAS INTERNATL AIRPORT.
 CF0148'AT DOUGLAS INTERNATIONAL AIRPORT, SET AT THE SOUTH END OF THE MAIN
 CF0148'GATE, 4.0 FEET SOUTH OF THE GUARD RAIL FENCE AT THE SOUTH END OF THE
 CF0148'CATTLE GUARD, 2.0 FEET EAST OF THE WEST BOUNDARY FENCE OF THE AIRPORT,
 CF0148'1.9 FEET NORTH OF THE WITNESS POST, ABOUT FLUSH WITH THE SURFACE OF
 CF0148'THE GROUND.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 CF0148'POST POURED IN THE FIELD.
 CF0148
 CF0148                          STATION RECOVERY (1980)
 CF0148
 CF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0148'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0018 ***********************************************************************
 FR0018  DESIGNATION -  K 262
 FR0018  PID         -  FR0018
 FR0018  STATE/COUNTY-  AZ/COCONINO
 FR0018  USGS QUAD   -  VALLE TANK (1989)
 FR0018
 FR0018                         *CURRENT SURVEY CONTROL
 FR0018  ___________________________________________________________________
 FR0018* NAD 83(1986)-  35 39 00.     (N)    112 08 25.     (W)     SCALED    
 FR0018* NAVD 88     -      1827.449  (meters)    5995.56   (feet)  POSTED    
 FR0018  ___________________________________________________________________
 FR0018  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 FR0018  DYNAMIC HT  -        1825.030 (meters)    5987.62  (feet)  COMP
 FR0018  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 FR0018
 FR0018  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0018
 FR0018.The horizontal coordinates were scaled from a topographic map and have
 FR0018.an estimated accuracy of +/- 6 seconds.
 FR0018
 FR0018.The orthometric height was determined by differential leveling
 FR0018.and adjusted by the  in 1992.
 FR0018.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0018.was located on a no-check spur therefore a value was not computed.
 FR0018.No vertical observational check was made to the station.
 FR0018
 FR0018.The geoid height was determined by GEOID03.
 FR0018
 FR0018.The dynamic height is computed by dividing the NAVD 88
 FR0018.geopotential number by the normal gravity value computed on the
 FR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0018.degrees latitude (g = 980.6199 gals.).
 FR0018
 FR0018.The modeled gravity was interpolated from observed gravity values.
 FR0018
 FR0018;                    North         East    Units  Estimated Accuracy
 FR0018;SPC AZ C     -   515,710.      193,110.      MT  (+/- 180 meters Scaled)
 FR0018
 FR0018                          SUPERSEDED SURVEY CONTROL
 FR0018
 FR0018  NGVD 29 (??/??/92) 1826.568  (m)         5992.67   (f) ADJ UNCH    2 0
 FR0018
 FR0018.Superseded values are not recommended for survey control.
 FR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0018.See file dsdata.txt to determine how the superseded data were derived.
 FR0018
 FR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE967457(NAD 83)
 FR0018_MARKER: DD = SURVEY DISK
 FR0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0018_SP_SET: CONCRETE BASE
 FR0018_STAMPING: K 262 1945
 FR0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0018
 FR0018  HISTORY     - Date     Condition        Report By
 FR0018  HISTORY     - 1945     MONUMENTED       USE
 FR0018  HISTORY     - 1976     GOOD             NGS
 FR0018
 FR0018                          STATION DESCRIPTION
 FR0018
 FR0018'DESCRIBED BY US ENGINEERS 1945
 FR0018'IN VALLE AIRPORT.
 FR0018'AT VALLE AIRPORT, COCONINO COUNTY, AT THE MAIN ENTRANCE, AT A SEMI
 FR0018'CIRCULAR DRIVE IN FRONT OF THE T.W.A. AIRLINE BUILDING, 47 FEET EAST
 FR0018'OF THE CENTER LINE OF THE DRIVE, AND IN THE WEST SIDE OF THE CONCRETE
 FR0018'BASE OF THE FLAGPOLE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 FR0018'STAMPED K 262 1945.
 FR0018
 FR0018                          STATION RECOVERY (1976)
 FR0018
 FR0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FR0018'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC
 FR0018'AND GS IN LINE 101 IN QUAD. 351121 WITH THE FOLLOWING EXCEPTION
 FR0018'NOTED-- THE STATION IS NOW ABOUT 25 FT. WEST OF THE WEST WALL OF AN
 FR0018'EXXON SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0749 ***********************************************************************
 DV0749  DESIGNATION -  K 263
 DV0749  PID         -  DV0749
 DV0749  STATE/COUNTY-  AZ/MARICOPA
 DV0749  USGS QUAD   -  TONOPAH (1984)
 DV0749
 DV0749                         *CURRENT SURVEY CONTROL
 DV0749  ___________________________________________________________________
 DV0749* NAD 83(1986)-  33 29 37.     (N)    112 54 09.     (W)     SCALED    
 DV0749* NAVD 88     -       337.310  (meters)    1106.66   (feet)  ADJUSTED  
 DV0749  ___________________________________________________________________
 DV0749  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0749  DYNAMIC HT  -         336.914 (meters)    1105.36  (feet)  COMP
 DV0749  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 DV0749
 DV0749  VERT ORDER  -  FIRST     CLASS II
 DV0749
 DV0749.The horizontal coordinates were scaled from a topographic map and have
 DV0749.an estimated accuracy of +/- 6 seconds.
 DV0749
 DV0749.The orthometric height was determined by differential leveling
 DV0749.and adjusted in June 1991.
 DV0749
 DV0749.The geoid height was determined by GEOID03.
 DV0749
 DV0749.The dynamic height is computed by dividing the NAVD 88
 DV0749.geopotential number by the normal gravity value computed on the
 DV0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0749.degrees latitude (g = 980.6199 gals.).
 DV0749
 DV0749.The modeled gravity was interpolated from observed gravity values.
 DV0749
 DV0749;                    North         East    Units  Estimated Accuracy
 DV0749;SPC AZ C     -   276,930.      121,760.      MT  (+/- 180 meters Scaled)
 DV0749
 DV0749                          SUPERSEDED SURVEY CONTROL
 DV0749
 DV0749  NGVD 29 (??/??/92)  336.690  (m)         1104.62   (f) ADJ UNCH    1 2
 DV0749
 DV0749.Superseded values are not recommended for survey control.
 DV0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0749.See file dsdata.txt to determine how the superseded data were derived.
 DV0749
 DV0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC232076(NAD 83)
 DV0749_MARKER: DB = BENCH MARK DISK
 DV0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0749_STAMPING: K 263 1947
 DV0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0749+STABILITY: SURFACE MOTION
 DV0749
 DV0749  HISTORY     - Date     Condition        Report By
 DV0749  HISTORY     - 1947     MONUMENTED       CGS
 DV0749  HISTORY     - 1967     GOOD             NGS
 DV0749  HISTORY     - 1981     GOOD             NGS
 DV0749  HISTORY     - 20010420 MARK NOT FOUND   MCDOT
 DV0749
 DV0749                          STATION DESCRIPTION
 DV0749
 DV0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0749'2.25 MI E FROM TONOPAH.
 DV0749'2.25 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0749'TONOPAH, IN S 29, T 2 N, R 6 W, 38 1/2 FEET SOUTH OF THE CENTER LINE
 DV0749'OF THE ROAD, 35 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 1.6 FEET
 DV0749'EAST OF A POWER POLE BRACED BY A GUY WIRE, 2.6 FEET NORTH OF A WOODEN
 DV0749'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DV0749'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0749
 DV0749                          STATION RECOVERY (1981)
 DV0749
 DV0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0749'RECOVERED IN GOOD CONDITION.
 DV0749
 DV0749                          STATION RECOVERY (2001)
 DV0749
 DV0749'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
 DV0749' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0716 ***********************************************************************
 DV0716  DESIGNATION -  K 264
 DV0716  PID         -  DV0716
 DV0716  STATE/COUNTY-  AZ/MARICOPA
 DV0716  USGS QUAD   -  VALENCIA (1982)
 DV0716
 DV0716                         *CURRENT SURVEY CONTROL
 DV0716  ___________________________________________________________________
 DV0716* NAD 83(1986)-  33 26 15.     (N)    112 36 27.     (W)     SCALED    
 DV0716* NAVD 88     -       334.969  (meters)    1098.98   (feet)  ADJUSTED  
 DV0716  ___________________________________________________________________
 DV0716  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DV0716  DYNAMIC HT  -         334.585 (meters)    1097.72  (feet)  COMP
 DV0716  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 DV0716
 DV0716  VERT ORDER  -  FIRST     CLASS II
 DV0716
 DV0716.The horizontal coordinates were scaled from a topographic map and have
 DV0716.an estimated accuracy of +/- 6 seconds.
 DV0716
 DV0716.The orthometric height was determined by differential leveling
 DV0716.and adjusted in June 1991.
 DV0716
 DV0716.The geoid height was determined by GEOID03.
 DV0716
 DV0716.The dynamic height is computed by dividing the NAVD 88
 DV0716.geopotential number by the normal gravity value computed on the
 DV0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0716.degrees latitude (g = 980.6199 gals.).
 DV0716
 DV0716.The modeled gravity was interpolated from observed gravity values.
 DV0716
 DV0716;                    North         East    Units  Estimated Accuracy
 DV0716;SPC AZ C     -   270,480.      149,130.      MT  (+/- 180 meters Scaled)
 DV0716
 DV0716                          SUPERSEDED SURVEY CONTROL
 DV0716
 DV0716  NGVD 29 (??/??/92)  334.322  (m)         1096.85   (f) ADJ UNCH    1 2
 DV0716
 DV0716.Superseded values are not recommended for survey control.
 DV0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0716.See file dsdata.txt to determine how the superseded data were derived.
 DV0716
 DV0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC505009(NAD 83)
 DV0716_MARKER: DB = BENCH MARK DISK
 DV0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0716_STAMPING: K 264 1947
 DV0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0716+STABILITY: SURFACE MOTION
 DV0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0716+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 DV0716
 DV0716  HISTORY     - Date     Condition        Report By
 DV0716  HISTORY     - 1947     MONUMENTED       CGS
 DV0716  HISTORY     - 1967     GOOD             NGS
 DV0716  HISTORY     - 1981     GOOD             NGS
 DV0716  HISTORY     - 20010417 GOOD             MCDOT
 DV0716  HISTORY     - 20080407 GOOD             GEOCAC
 DV0716
 DV0716                          STATION DESCRIPTION
 DV0716
 DV0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0716'5.0 MI NW FROM BUCKEYE.
 DV0716'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0716'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 0.9 MILE
 DV0716'NORTHWEST ALONG YUMA ROAD, IN S 7, T 1 N, R 3 W, 0.15 MILE EAST OF A
 DV0716'CURVE IN THE ROAD, 106 YARDS NORTH OF A POWER POLE, 33 FEET SOUTH OF
 DV0716'THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST,
 DV0716'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DV0716'CONCRETE POST PROJECTING 5 INCHES.
 DV0716
 DV0716                          STATION RECOVERY (1981)
 DV0716
 DV0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0716'RECOVERED IN GOOD CONDITION.
 DV0716
 DV0716                          STATION RECOVERY (2001)
 DV0716
 DV0716'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0716'FROM WB I-10 EXIT RAMP .05 MILES N TO TONOPAH HWY.THENCE .95 MILES W
 DV0716'TO BM K264 (ON SW SIDE OF RD.)
 DV0716'USC+G BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST + METAL SURVEY
 DV0716'MARKER SIGN
 DV0716' 
 DV0716' 
 DV0716
 DV0716                          STATION RECOVERY (2008)
 DV0716
 DV0716'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0104 ***********************************************************************
 DV0104  DESIGNATION -  K 265
 DV0104  PID         -  DV0104
 DV0104  STATE/COUNTY-  AZ/MARICOPA
 DV0104  USGS QUAD   -  WADDELL (1975)
 DV0104
 DV0104                         *CURRENT SURVEY CONTROL
 DV0104  ___________________________________________________________________
 DV0104* NAD 83(1986)-  33 33 57.     (N)    112 28 12.     (W)     SCALED    
 DV0104* NAVD 88     -       389.384  (meters)    1277.50   (feet)  ADJUSTED  
 DV0104  ___________________________________________________________________
 DV0104  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0104  DYNAMIC HT  -         388.935 (meters)    1276.03  (feet)  COMP
 DV0104  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 DV0104
 DV0104  VERT ORDER  -  FIRST     CLASS II
 DV0104
 DV0104.The horizontal coordinates were scaled from a topographic map and have
 DV0104.an estimated accuracy of +/- 6 seconds.
 DV0104
 DV0104.The orthometric height was determined by differential leveling
 DV0104.and adjusted in June 1991.
 DV0104
 DV0104.The geoid height was determined by GEOID03.
 DV0104
 DV0104.The dynamic height is computed by dividing the NAVD 88
 DV0104.geopotential number by the normal gravity value computed on the
 DV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0104.degrees latitude (g = 980.6199 gals.).
 DV0104
 DV0104.The modeled gravity was interpolated from observed gravity values.
 DV0104
 DV0104;                    North         East    Units  Estimated Accuracy
 DV0104;SPC AZ C     -   284,640.      161,990.      MT  (+/- 180 meters Scaled)
 DV0104
 DV0104                          SUPERSEDED SURVEY CONTROL
 DV0104
 DV0104  NGVD 29 (??/??/92)  389.084  (m)         1276.52   (f) ADJ UNCH    1 2
 DV0104
 DV0104.Superseded values are not recommended for survey control.
 DV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0104.See file dsdata.txt to determine how the superseded data were derived.
 DV0104
 DV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC635149(NAD 83)
 DV0104_MARKER: DB = BENCH MARK DISK
 DV0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0104_SP_SET: CULVERT
 DV0104_STAMPING: K 265 1948
 DV0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0104+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2008
 DV0104
 DV0104  HISTORY     - Date     Condition        Report By
 DV0104  HISTORY     - 1948     MONUMENTED       CGS
 DV0104  HISTORY     - 1967     GOOD             NGS
 DV0104  HISTORY     - 1981     GOOD             NGS
 DV0104  HISTORY     - 20080131 GOOD             INDIV
 DV0104
 DV0104                          STATION DESCRIPTION
 DV0104
 DV0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0104'15.5 MI NW FROM GOODYEAR.
 DV0104'ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0104'THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, THENCE 0.5 MILE WEST
 DV0104'ALONG WEST INDIAN SCHOOL ROAD, THENCE 5.0 MILES NORTH ALONG CANAL ROAD
 DV0104'WHICH PARALLELS THE EAST SIDE OF BEARDSLEY CANAL, OR ABOUT 7.0 MILES
 DV0104'NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE HIGHWAY 93 FROM
 DV0104'THE POST OFFICE AT EL MIRAGE, THENCE 9.75 MILES SOUTHWEST ALONG CANAL
 DV0104'ROAD WHICH PARALLELS THE EAST SIDE OF THE BEARDSLEY CANAL, IN SECTION
 DV0104'33, T 3 N, R 2 W, AT THE JUNCTION OF CANAL ROAD AND OLIVE AVENUE, 17
 DV0104'FEET WEST OF THE CENTER LINE OF CANAL ROAD, 26 FEET SOUTH OF THE
 DV0104'EXTENDED CENTER LINE OF OLIVE AVENUE, SET IN THE TOP OF THE EAST
 DV0104'PORTION OF THE CONCRETE FOUNDATION FOR IRRIGATION GATE NUMBER 9, 1
 DV0104'INCH NORTH OF A METAL WALKWAY OVER THE CANAL, 7 FEET WEST OF THE SOUTH
 DV0104'END OF A CONCRETE HEAD WALL OF A CULVERT UNDER THE ROAD, 4 1/2 FEET
 DV0104'EAST OF THE CENTER LINE OF THE CANAL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 DV0104'OF THE ROAD.
 DV0104
 DV0104                          STATION RECOVERY (1981)
 DV0104
 DV0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0104'RECOVERED IN GOOD CONDITION.
 DV0104
 DV0104                          STATION RECOVERY (2008)
 DV0104
 DV0104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BJU)
 DV0104'FOUND GOOD CONDITION. SUBSIDENCE OF +/- 0.30FT
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0037 ***********************************************************************
 DV0037  DESIGNATION -  K 267
 DV0037  PID         -  DV0037
 DV0037  STATE/COUNTY-  AZ/MARICOPA
 DV0037  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0037
 DV0037                         *CURRENT SURVEY CONTROL
 DV0037  ___________________________________________________________________
 DV0037* NAD 83(1986)-  33 34 12.     (N)    112 07 32.     (W)     SCALED    
 DV0037* NAVD 88     -       375.60   (+/-2cm)    1232.3    (feet)  VERTCON   
 DV0037  ___________________________________________________________________
 DV0037  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0037
 DV0037.The horizontal coordinates were scaled from a topographic map and have
 DV0037.an estimated accuracy of +/- 6 seconds.
 DV0037
 DV0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0037.The vertical order pertains to the NGVD 29 superseded value.
 DV0037
 DV0037.The geoid height was determined by GEOID03.
 DV0037
 DV0037;                    North         East    Units  Estimated Accuracy
 DV0037;SPC AZ C     -   284,980.      193,970.      MT  (+/- 180 meters Scaled)
 DV0037
 DV0037                          SUPERSEDED SURVEY CONTROL
 DV0037
 DV0037  NGVD 29 (??/??/92)  375.056  (m)         1230.50   (f) ADJ UNCH    1 2
 DV0037
 DV0037.Superseded values are not recommended for survey control.
 DV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0037.See file dsdata.txt to determine how the superseded data were derived.
 DV0037
 DV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC955150(NAD 83)
 DV0037_MARKER: DD = SURVEY DISK
 DV0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0037_SP_SET: CONCRETE STRUCTURE
 DV0037_STAMPING: K 267
 DV0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0037
 DV0037  HISTORY     - Date     Condition        Report By
 DV0037  HISTORY     - UNK      MONUMENTED       BOR
 DV0037  HISTORY     - 1967     GOOD             NGS
 DV0037  HISTORY     - 1981     GOOD             NGS
 DV0037  HISTORY     - 1988     GOOD             USPSQD
 DV0037  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV0037  HISTORY     - 20070302 MARK NOT FOUND   GEOCAC
 DV0037
 DV0037                          STATION DESCRIPTION
 DV0037
 DV0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0037'4.5 MI W FROM SUNNYSLOPE.
 DV0037'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0037'SUNNYSLOPE, THENCE 3.9 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0037'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 26, T 3 N, R
 DV0037'3 E, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, A U.S. RECLAMATION
 DV0037'SERVICE DISK SET IN THE CENTER OF THE TOP OF A CONCRETE STRUCTURE
 DV0037'SUPPORTING A FLOODGATE FOR AN UNDERGROUND CHANNEL LEADING SOUTH, 50
 DV0037'1/2 FEET NORTH AND ACROSS THE ROAD FROM A CHAIN LINK FENCE WHICH
 DV0037'ENCLOSES THE PHOENIX FILTERING PLANT, 44 FEET NORTHEAST AND ACROSS THE
 DV0037'ROAD FROM A POWER POLE, 33 FEET NORTH OF AN 8- X 8-FOOT CONCRETE
 DV0037'STRUCTURE SUPPORTING 2 FLOODGATES, 17 FEET SOUTHEAST OF THE SOUTHEAST
 DV0037'END OF A LARGE FLOODGATE ACROSS THE ARIZONA CANAL, AND ABOUT 1 FOOT
 DV0037'BELOW THE LEVEL OF THE ROAD.
 DV0037
 DV0037                          STATION RECOVERY (1981)
 DV0037
 DV0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0037'6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0037'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP AND CENTER OF A
 DV0037'CONCRETE HEADWALL FOR A FLOODGATE, 0.8 KM (0.5 MI) WEST OF INTERSTATE
 DV0037'HIGHWAY 17, 2.6 KM (1.6 MI) NORTHEAST OF BENCH MARK U 366, 15.4 METERS
 DV0037'(50.5 FT) NORTH OF A CHAIN LINK FENCE AROUND THE PHOENIX FILTERING
 DV0037'PLANT, 5.2 METERS (17 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DV0037'FLOODGATE STRUCTURE, NOTE-NOT LEVELED THIS SURVEY.
 DV0037'THE MARK IS 0.3 M ABOVE THE LEVEE.
 DV0037
 DV0037                          STATION RECOVERY (1988)
 DV0037
 DV0037'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHS)
 DV0037'RECOVERED IN GOOD CONDITION.
 DV0037
 DV0037                          STATION RECOVERY (2004)
 DV0037
 DV0037'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV0037'NOT FOUND.
 DV0037
 DV0037                          STATION RECOVERY (2007)
 DV0037
 DV0037'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0037'NOT RECOVERED. THE DESCRIBED HEADGATE WAS LOCATED, BUT THE WALLS OF
 DV0037'THE STRUCTURE APPEAR TO HAVE BEEN RAISED, WITH ADDITIONAL CONCRETE
 DV0037'ADDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0646 ***********************************************************************
 DU0646  DESIGNATION -  K 269
 DU0646  PID         -  DU0646
 DU0646  STATE/COUNTY-  AZ/MARICOPA
 DU0646  USGS QUAD   -  BUCKHORN (1982)
 DU0646
 DU0646                         *CURRENT SURVEY CONTROL
 DU0646  ___________________________________________________________________
 DU0646* NAD 83(1986)-  33 27 08.     (N)    111 42 05.     (W)     SCALED    
 DU0646* NAVD 88     -       443.49   (+/-2cm)    1455.0    (feet)  VERTCON   
 DU0646  ___________________________________________________________________
 DU0646  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0646  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0646
 DU0646.The horizontal coordinates were scaled from a topographic map and have
 DU0646.an estimated accuracy of +/- 6 seconds.
 DU0646
 DU0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0646.The vertical order pertains to the NGVD 29 superseded value.
 DU0646
 DU0646.The geoid height was determined by GEOID03.
 DU0646
 DU0646;                    North         East    Units  Estimated Accuracy
 DU0646;SPC AZ C     -   271,920.      233,370.      MT  (+/- 180 meters Scaled)
 DU0646
 DU0646                          SUPERSEDED SURVEY CONTROL
 DU0646
 DU0646  NGVD 29 (??/??/92)  442.937  (m)         1453.20   (f) ADJ UNCH    1 2
 DU0646
 DU0646.Superseded values are not recommended for survey control.
 DU0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0646.See file dsdata.txt to determine how the superseded data were derived.
 DU0646
 DU0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC348016(NAD 83)
 DU0646_MARKER: DB = BENCH MARK DISK
 DU0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0646_STAMPING: K 269 1948
 DU0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0646+STABILITY: SURFACE MOTION
 DU0646
 DU0646  HISTORY     - Date     Condition        Report By
 DU0646  HISTORY     - 1948     MONUMENTED       CGS
 DU0646  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0646  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU0646
 DU0646                          STATION DESCRIPTION
 DU0646
 DU0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0646'11.2 MI NW FROM APACHE JUNCTION.
 DU0646'ABOUT 7.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM APACHE JUNCTION,
 DU0646'THENCE 2.4 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE WEST ALONG
 DU0646'A DIRT ROAD, ABOUT 275 FEET SOUTHWEST OF A RANCH HOUSE, 33.4 FEET
 DU0646'NORTH OF THE CENTER LINE OF THE ROAD, 6.4 FEET SOUTH OF A WIRE FENCE,
 DU0646'4.2 FEET WEST OF A TELEPHONE POLE, 2.2 FEET EAST OF A WHITE WOODEN
 DU0646'WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE
 DU0646'POST PROJECTING 3 INCHES.
 DU0646
 DU0646                          STATION RECOVERY (1981)
 DU0646
 DU0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0646'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION OR NEW PIPELINE.
 DU0646
 DU0646                          STATION RECOVERY (2008)
 DU0646
 DU0646'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0646'THE PAVED ROADWAY IS MUCH WIDER THAN 33.4 FEET AT THE DESCRIBED
 DU0646'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0065 ***********************************************************************
 ET0065  DESIGNATION -  K 27
 ET0065  PID         -  ET0065
 ET0065  STATE/COUNTY-  AZ/YAVAPAI
 ET0065  USGS QUAD   -  PRESCOTT (1973)
 ET0065
 ET0065                         *CURRENT SURVEY CONTROL
 ET0065  ___________________________________________________________________
 ET0065* NAD 83(1986)-  34 32 31.     (N)    112 27 38.     (W)     SCALED    
 ET0065* NAVD 88     -      1644.367  (meters)    5394.89   (feet)  POSTED    
 ET0065  ___________________________________________________________________
 ET0065  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ET0065  DYNAMIC HT  -        1642.110 (meters)    5387.49  (feet)  COMP
 ET0065  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 ET0065
 ET0065  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0065
 ET0065.The horizontal coordinates were scaled from a topographic map and have
 ET0065.an estimated accuracy of +/- 6 seconds.
 ET0065
 ET0065.The orthometric height was determined by differential leveling
 ET0065.and adjusted in November 2005.
 ET0065.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0065.was located on a no-check spur therefore a value was not computed.
 ET0065.No vertical observational check was made to the station.
 ET0065
 ET0065.The geoid height was determined by GEOID03.
 ET0065
 ET0065.The dynamic height is computed by dividing the NAVD 88
 ET0065.geopotential number by the normal gravity value computed on the
 ET0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0065.degrees latitude (g = 980.6199 gals.).
 ET0065
 ET0065.The modeled gravity was interpolated from observed gravity values.
 ET0065
 ET0065;                    North         East    Units  Estimated Accuracy
 ET0065;SPC AZ C     -   392,900.      163,440.      MT  (+/- 180 meters Scaled)
 ET0065
 ET0065                          SUPERSEDED SURVEY CONTROL
 ET0065
 ET0065  NGVD 29 (??/??/92) 1643.524  (m)         5392.13   (f) ADJ UNCH    1 2
 ET0065
 ET0065.Superseded values are not recommended for survey control.
 ET0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0065.See file dsdata.txt to determine how the superseded data were derived.
 ET0065
 ET0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD659232(NAD 83)
 ET0065_MARKER: DB = BENCH MARK DISK
 ET0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0065_SP_SET: BUILDING
 ET0065_STAMPING: K 27 1933
 ET0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0065+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 ET0065
 ET0065  HISTORY     - Date     Condition        Report By
 ET0065  HISTORY     - 1933     MONUMENTED       CGS
 ET0065  HISTORY     - 1950     GOOD             NGS
 ET0065  HISTORY     - 19970628 GOOD             USPSQD
 ET0065  HISTORY     - 20010511 GOOD             NGS
 ET0065  HISTORY     - 20010806 GOOD             NGS
 ET0065  HISTORY     - 20060123 GOOD             GEOCAC
 ET0065  HISTORY     - 20070923 GOOD             GEOCAC
 ET0065
 ET0065                          STATION DESCRIPTION
 ET0065
 ET0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0065'IN PRESCOTT.
 ET0065'AT PRESCOTT, 0.5 MILE EAST ALONG EAST GURLEY STREET (U.S. HIGHWAY 89)
 ET0065'FROM THE COUNTY COURTHOUSE, AT THE INTERSECTION OF WASHINGTON STREET,
 ET0065'AT THE CITY ATHLETIC STADIUM, SET VERTICALLY IN THE SOUTHWEST CONCRETE
 ET0065'WALL, 19.8 FEET NORTHWEST OF THE NORTHWEST END OF A WIRE GATE AT THE
 ET0065'ENTRANCE AND 1.8 FEET ABOVE THE GROUND.
 ET0065
 ET0065                          STATION RECOVERY (1997)
 ET0065
 ET0065'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0065'RECOVERED IN GOOD CONDITION.
 ET0065
 ET0065                          STATION RECOVERY (2001)
 ET0065
 ET0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0065'CITY PARK AND BALL FIELD IS NOW CALLED KEN LIDLEY FIELD.  GURLEY ST.
 ET0065'IS NO LONGER ROUTE 89.
 ET0065
 ET0065                          STATION RECOVERY (2001)
 ET0065
 ET0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0065
 ET0065                          STATION RECOVERY (2006)
 ET0065
 ET0065'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0065'RECOVERED IN GOOD CONDITION.
 ET0065
 ET0065                          STATION RECOVERY (2007)
 ET0065
 ET0065'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0420 ***********************************************************************
 DU0420  DESIGNATION -  K 270
 DU0420  PID         -  DU0420
 DU0420  STATE/COUNTY-  AZ/MARICOPA
 DU0420  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0420
 DU0420                         *CURRENT SURVEY CONTROL
 DU0420  ___________________________________________________________________
 DU0420* NAD 83(1986)-  33 31 58.     (N)    111 18 32.     (W)     SCALED    
 DU0420* NAVD 88     -       773.696  (meters)    2538.37   (feet)  ADJUSTED  
 DU0420  ___________________________________________________________________
 DU0420  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DU0420  DYNAMIC HT  -         772.681 (meters)    2535.04  (feet)  COMP
 DU0420  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 DU0420
 DU0420  VERT ORDER  -  FIRST     CLASS II
 DU0420
 DU0420.The horizontal coordinates were scaled from a topographic map and have
 DU0420.an estimated accuracy of +/- 6 seconds.
 DU0420
 DU0420.The orthometric height was determined by differential leveling
 DU0420.and adjusted in June 1991.
 DU0420
 DU0420.The geoid height was determined by GEOID03.
 DU0420
 DU0420.The dynamic height is computed by dividing the NAVD 88
 DU0420.geopotential number by the normal gravity value computed on the
 DU0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0420.degrees latitude (g = 980.6199 gals.).
 DU0420
 DU0420.The modeled gravity was interpolated from observed gravity values.
 DU0420
 DU0420;                    North         East    Units  Estimated Accuracy
 DU0420;SPC AZ C     -   281,000.      269,810.      MT  (+/- 180 meters Scaled)
 DU0420
 DU0420                          SUPERSEDED SURVEY CONTROL
 DU0420
 DU0420  NGVD 29 (??/??/92)  773.056  (m)         2536.27   (f) ADJ UNCH    1 2
 DU0420
 DU0420.Superseded values are not recommended for survey control.
 DU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0420.See file dsdata.txt to determine how the superseded data were derived.
 DU0420
 DU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC713103(NAD 83)
 DU0420_MARKER: DB = BENCH MARK DISK
 DU0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0420_SP_SET: CULVERT
 DU0420_STAMPING: K 270 1948
 DU0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0420+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU0420
 DU0420  HISTORY     - Date     Condition        Report By
 DU0420  HISTORY     - 1948     MONUMENTED       CGS
 DU0420  HISTORY     - 1980     GOOD             NGS
 DU0420  HISTORY     - 20071122 GOOD             GEOCAC
 DU0420
 DU0420                          STATION DESCRIPTION
 DU0420
 DU0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0420'9.5 MI NE FROM TORTILLA FLAT.
 DU0420'9.5 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0420'TORTILLA FLAT, 0.4 MILE SOUTH OF WIDE TURN OUT ON GRADE, 9.4 FEET
 DU0420'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTHWEST OF THE
 DU0420'NORTHWEST EDGE OF THE HEADWALL, 4.9 FEET NORTHWEST OF HIGH ROCK CLIFF,
 DU0420'SET IN TOP OF THE SOUTHWEST CONCRETE HEADWALL OF STEEL CULVERT AND
 DU0420'PROJECTING 2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0420
 DU0420                          STATION RECOVERY (1980)
 DU0420
 DU0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0420'13.4 KM (8.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0420'OFFICE AT TORTILLA FLAT, IN TOP OF THE WEST HEADWALL FOR A STEEL
 DU0420'CULVERT UNDER THE HIGHWAY, 2.8 METERS (9.4 FT) WEST OF THE CENTERLINE
 DU0420'OF THE HIGHWAY, 38.4 METERS (126 FT) SOUTH OF HIGHWAY MILEPOST
 DU0420'223, 2.5METERS (8.2 FT) SOUTH OF THE NORTH END OF THE HEADWALLHOEDWALL
 DU0420'METERS (5.0 FT) EAST OF A ROCK CLIFF.
 DU0420'THE MARK IS 0.75 M ABOVE THE HIGHWAY.
 DU0420
 DU0420                          STATION RECOVERY (2007)
 DU0420
 DU0420'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0388 ***********************************************************************
 DV0388  DESIGNATION -  K 271
 DV0388  PID         -  DV0388
 DV0388  STATE/COUNTY-  AZ/MARICOPA
 DV0388  USGS QUAD   -  LAVEEN (1973)
 DV0388
 DV0388                         *CURRENT SURVEY CONTROL
 DV0388  ___________________________________________________________________
 DV0388* NAD 83(1986)-  33 19 30.     (N)    112 10 09.     (W)     SCALED    
 DV0388* NAVD 88     -       321.24   (+/-2cm)    1053.9    (feet)  VERTCON   
 DV0388  ___________________________________________________________________
 DV0388  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0388
 DV0388.The horizontal coordinates were scaled from a topographic map and have
 DV0388.an estimated accuracy of +/- 6 seconds.
 DV0388
 DV0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0388.The vertical order pertains to the NGVD 29 superseded value.
 DV0388
 DV0388.The geoid height was determined by GEOID03.
 DV0388
 DV0388;                    North         East    Units  Estimated Accuracy
 DV0388;SPC AZ C     -   257,820.      189,850.      MT  (+/- 180 meters Scaled)
 DV0388
 DV0388                          SUPERSEDED SURVEY CONTROL
 DV0388
 DV0388  NGVD 29 (??/??/92)  320.622  (m)         1051.91   (f) ADJ UNCH    2 0
 DV0388
 DV0388.Superseded values are not recommended for survey control.
 DV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0388.See file dsdata.txt to determine how the superseded data were derived.
 DV0388
 DV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911879(NAD 83)
 DV0388_MARKER: DB = BENCH MARK DISK
 DV0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0388_SP_SET: CATTLE GUARD
 DV0388_STAMPING: K 271 1948
 DV0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0388
 DV0388  HISTORY     - Date     Condition        Report By
 DV0388  HISTORY     - 1948     MONUMENTED       CGS
 DV0388  HISTORY     - 1963     GOOD             NGS
 DV0388  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0388  HISTORY     - 20070828 MARK NOT FOUND   GEOCAC
 DV0388
 DV0388                          STATION DESCRIPTION
 DV0388
 DV0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0388'3.4 MI N FROM KOMATKE.
 DV0388'3.4 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 64.3 FEET SOUTHEAST OF
 DV0388'A STEEL TRANSMISSION POLE, 13.4 FEET EAST OF A WIRE FENCE, 11.6 FEET
 DV0388'WEST OF THE CENTER LINE OF LATERAL 17, 1.0 FOOT ABOVE THE LEVEL OF THE
 DV0388'ROAD, SET IN THE TOP OF THE WEST CONCRETE HEADWALL OF A STEEL CATTLE
 DV0388'GUARD.
 DV0388
 DV0388                          STATION RECOVERY (1963)
 DV0388
 DV0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0388'RECOVERED IN GOOD CONDITION.
 DV0388
 DV0388                          STATION RECOVERY (1994)
 DV0388
 DV0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0388'MARK NOT FOUND.
 DV0388
 DV0388                          STATION RECOVERY (2007)
 DV0388
 DV0388'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0388'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0388'MARK. THERE IS NO CATTLE GUARD AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0373 ***********************************************************************
 DV0373  DESIGNATION -  K 273
 DV0373  PID         -  DV0373
 DV0373  STATE/COUNTY-  AZ/MARICOPA
 DV0373  USGS QUAD   -  LAVEEN (1973)
 DV0373
 DV0373                         *CURRENT SURVEY CONTROL
 DV0373  ___________________________________________________________________
 DV0373* NAD 83(1986)-  33 16 02.     (N)    112 09 08.     (W)     SCALED    
 DV0373* NAVD 88     -       320.582  (meters)    1051.78   (feet)  ADJUSTED  
 DV0373  ___________________________________________________________________
 DV0373  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0373  DYNAMIC HT  -         320.215 (meters)    1050.57  (feet)  COMP
 DV0373  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 DV0373
 DV0373  VERT ORDER  -  FIRST     CLASS II
 DV0373
 DV0373.The horizontal coordinates were scaled from a topographic map and have
 DV0373.an estimated accuracy of +/- 6 seconds.
 DV0373
 DV0373.The orthometric height was determined by differential leveling
 DV0373.and adjusted in August 1994.
 DV0373
 DV0373.The geoid height was determined by GEOID03.
 DV0373
 DV0373.The dynamic height is computed by dividing the NAVD 88
 DV0373.geopotential number by the normal gravity value computed on the
 DV0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0373.degrees latitude (g = 980.6199 gals.).
 DV0373
 DV0373.The modeled gravity was interpolated from observed gravity values.
 DV0373
 DV0373;                    North         East    Units  Estimated Accuracy
 DV0373;SPC AZ C     -   251,410.      191,420.      MT  (+/- 180 meters Scaled)
 DV0373
 DV0373                          SUPERSEDED SURVEY CONTROL
 DV0373
 DV0373  NGVD 29 (??/??/92)  320.020  (m)         1049.93   (f) ADJ UNCH    1 2
 DV0373
 DV0373.Superseded values are not recommended for survey control.
 DV0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0373.See file dsdata.txt to determine how the superseded data were derived.
 DV0373
 DV0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB926815(NAD 83)
 DV0373_MARKER: DB = BENCH MARK DISK
 DV0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0373_SP_SET: CONCRETE POST
 DV0373_STAMPING: K 273 1948
 DV0373_MARK LOGO: CGS   
 DV0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0373+STABILITY: SURFACE MOTION
 DV0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0373+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 DV0373
 DV0373  HISTORY     - Date     Condition        Report By
 DV0373  HISTORY     - 1948     MONUMENTED       CGS
 DV0373  HISTORY     - 19940325 GOOD             NGS
 DV0373
 DV0373                          STATION DESCRIPTION
 DV0373
 DV0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0373'1.3 MI SE FROM KOMATKE.
 DV0373'1.3 MILE SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 70.3 FEET
 DV0373'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55.2 FEET SOUTHEAST OF A
 DV0373'SMALL WASH, 2.0 FEET BELOW THE LEVEL OF THE ROAD, 2.3 FEET SOUTHEAST
 DV0373'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0373'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0373
 DV0373                          STATION RECOVERY (1994)
 DV0373
 DV0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0373'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0373'LAVEEN, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG BELTLINE ROAD.  21.1 M
 DV0373'(69.2 FT) SOUTHWEST OF THE ROAD CENTERLINE, 0.9 M (3.0 FT) SOUTHEAST
 DV0373'OF A 4 BY 4-INCH WOODEN POST, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 DV0373'ROAD, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 DV0373'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0703 ***********************************************************************
 DV0703  DESIGNATION -  K 274
 DV0703  PID         -  DV0703
 DV0703  STATE/COUNTY-  AZ/PINAL
 DV0703  USGS QUAD   -  MARICOPA (1978)
 DV0703
 DV0703                         *CURRENT SURVEY CONTROL
 DV0703  ___________________________________________________________________
 DV0703* NAD 83(1986)-  33 01 44.     (N)    112 03 55.     (W)     SCALED    
 DV0703* NAVD 88     -       362.98   (+/-2cm)    1190.9    (feet)  VERTCON   
 DV0703  ___________________________________________________________________
 DV0703  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0703  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0703
 DV0703.The horizontal coordinates were scaled from a topographic map and have
 DV0703.an estimated accuracy of +/- 6 seconds.
 DV0703
 DV0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0703.The vertical order pertains to the NGVD 29 superseded value.
 DV0703
 DV0703.The geoid height was determined by GEOID03.
 DV0703
 DV0703;                    North         East    Units  Estimated Accuracy
 DV0703;SPC AZ C     -   224,970.      199,480.      MT  (+/- 180 meters Scaled)
 DV0703
 DV0703                          SUPERSEDED SURVEY CONTROL
 DV0703
 DV0703  NGVD 29 (??/??/92)  362.442  (m)         1189.11   (f) ADJ UNCH    1 2
 DV0703
 DV0703.Superseded values are not recommended for survey control.
 DV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0703.See file dsdata.txt to determine how the superseded data were derived.
 DV0703
 DV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB005549(NAD 83)
 DV0703_MARKER: DB = BENCH MARK DISK
 DV0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0703_SP_SET: WATER BOX
 DV0703_STAMPING: K 274 1948
 DV0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0703
 DV0703  HISTORY     - Date     Condition        Report By
 DV0703  HISTORY     - 1948     MONUMENTED       CGS
 DV0703  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 DV0703
 DV0703                          STATION DESCRIPTION
 DV0703
 DV0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0703'3.1 MI SW FROM MARICOPA.
 DV0703'2.0 MILES SOUTH ALONG A DIRT ROAD LEADING SOUTH FROM THE POST OFFICE
 DV0703'AT MARICOPA, THENCE 1.1 MILES WEST TO GOVERNMENT WELLS, 48.4 FEET WEST
 DV0703'OF THE CENTER LINE OF A ROAD LEADING NORTH, 35.8 FEET NORTH OF THE
 DV0703'CENTER LINE OF THE ROAD, 9.9 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DV0703'BUILDING, SET IN THE SOUTHEAST CORNER OF A 8 BY 10 FOOT WATER BOX,
 DV0703'ABOUT 1.0 FOOT ABOVE THE GROUND.
 DV0703
 DV0703                          STATION RECOVERY (2006)
 DV0703
 DV0703'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0703'NO WATER BOX AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0818 ***********************************************************************
 DU0818  DESIGNATION -  K 277
 DU0818  PID         -  DU0818
 DU0818  STATE/COUNTY-  AZ/MARICOPA
 DU0818  USGS QUAD   -  GUADALUPE (1982)
 DU0818
 DU0818                         *CURRENT SURVEY CONTROL
 DU0818  ___________________________________________________________________
 DU0818* NAD 83(1986)-  33 18 20.     (N)    111 55 42.     (W)     SCALED    
 DU0818* NAVD 88     -       357.26   (+/-2cm)    1172.1    (feet)  VERTCON   
 DU0818  ___________________________________________________________________
 DU0818  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU0818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0818
 DU0818.The horizontal coordinates were scaled from a topographic map and have
 DU0818.an estimated accuracy of +/- 6 seconds.
 DU0818
 DU0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0818.The vertical order pertains to the NGVD 29 superseded value.
 DU0818
 DU0818.The geoid height was determined by GEOID03.
 DU0818
 DU0818;                    North         East    Units  Estimated Accuracy
 DU0818;SPC AZ C     -   255,640.      212,270.      MT  (+/- 180 meters Scaled)
 DU0818
 DU0818                          SUPERSEDED SURVEY CONTROL
 DU0818
 DU0818  NGVD 29 (??/??/92)  356.709  (m)         1170.30   (f) ADJ UNCH    2 0
 DU0818
 DU0818.Superseded values are not recommended for survey control.
 DU0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0818.See file dsdata.txt to determine how the superseded data were derived.
 DU0818
 DU0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB135855(NAD 83)
 DU0818_MARKER: DB = BENCH MARK DISK
 DU0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0818_SP_SET: CULVERT
 DU0818_STAMPING: K 277 1948
 DU0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0818
 DU0818  HISTORY     - Date     Condition        Report By
 DU0818  HISTORY     - 1948     MONUMENTED       CGS
 DU0818  HISTORY     - 1959     GOOD             NGS
 DU0818  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 DU0818  HISTORY     - 20070717 MARK NOT FOUND   GEOCAC
 DU0818
 DU0818                          STATION DESCRIPTION
 DU0818
 DU0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0818'5.4 MI W FROM CHANDLER.
 DU0818'5.4 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0818'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 38.2 FEET SOUTH OF THE
 DU0818'CENTER LINE OF THE ROAD, 14.6 FEET WEST OF THE CENTER LINE OF A DIRT
 DU0818'ROAD, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP AND IN THE
 DU0818'CENTER OF THE WEST CONCRETE HEADWALL OF A CULVERT IN THE ROAD FOR A
 DU0818'IRRIGATION DITCH.
 DU0818
 DU0818                          STATION RECOVERY (1959)
 DU0818
 DU0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0818'RECOVERED IN GOOD CONDITION.
 DU0818
 DU0818                          STATION RECOVERY (2006)
 DU0818
 DU0818'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0818'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE CONCRETE
 DU0818'ROAD IS NOW MACADAM AND IS CALLED CHANDLER BOULEVARD, THE DIRT ROAD IS
 DU0818'NOW MACADAM AND IS CALLED RURAL ROAD, AND THE IRRIGATION DITCH IS NOW
 DU0818'LOCATED UNDERGROUND.
 DU0818
 DU0818                          STATION RECOVERY (2007)
 DU0818
 DU0818'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0818'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0818'MARK. THE CANAL HAS LONG SINCE BEEN REMOVED, AND THE ROAD HAS BEEN
 DU0818'WIDENED. THE DESCRIBED LOCATION IS NOW UNDER THE PAVEMENT OF THE CURB
 DU0818'LANE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0339 ***********************************************************************
 CZ0339  DESIGNATION -  K 279
 CZ0339  PID         -  CZ0339
 CZ0339  STATE/COUNTY-  AZ/PINAL
 CZ0339  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0339
 CZ0339                         *CURRENT SURVEY CONTROL
 CZ0339  ___________________________________________________________________
 CZ0339* NAD 83(1986)-  32 39 17.     (N)    111 24 02.     (W)     SCALED    
 CZ0339* NAVD 88     -       540.768  (meters)    1774.17   (feet)  ADJUSTED  
 CZ0339  ___________________________________________________________________
 CZ0339  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ0339  DYNAMIC HT  -         540.078 (meters)    1771.91  (feet)  COMP
 CZ0339  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 CZ0339  OBS GRAVITY -     979,349.7   (mgal)                       GRAV_OBS
 CZ0339
 CZ0339  VERT ORDER  -  FIRST     CLASS II
 CZ0339
 CZ0339.The horizontal coordinates were scaled from a topographic map and have
 CZ0339.an estimated accuracy of +/- 6 seconds.
 CZ0339
 CZ0339.The orthometric height was determined by differential leveling
 CZ0339.and adjusted in November 1993.
 CZ0339
 CZ0339.The geoid height was determined by GEOID03.
 CZ0339
 CZ0339.The dynamic height is computed by dividing the NAVD 88
 CZ0339.geopotential number by the normal gravity value computed on the
 CZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0339.degrees latitude (g = 980.6199 gals.).
 CZ0339
 CZ0339.The modeled gravity was interpolated from observed gravity values.
 CZ0339.The observed gravity was obtained from relative gravimeter ties
 CZ0339.to the IGSN71 gravity network.
 CZ0339
 CZ0339;                    North         East    Units  Estimated Accuracy
 CZ0339;SPC AZ C     -   183,580.      261,780.      MT  (+/- 180 meters Scaled)
 CZ0339
 CZ0339                          SUPERSEDED SURVEY CONTROL
 CZ0339
 CZ0339  NAVD 88 (06/15/91)  540.776  (m)         1774.20   (f) UNKNOWN     1 2
 CZ0339  NGVD 29 (??/??/92)  540.182  (m)         1772.25   (f) ADJ UNCH    1 2
 CZ0339
 CZ0339.Superseded values are not recommended for survey control.
 CZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0339.See file dsdata.txt to determine how the superseded data were derived.
 CZ0339
 CZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB624130(NAD 83)
 CZ0339_MARKER: DD = SURVEY DISK
 CZ0339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0339_SP_SET: HEADWALL
 CZ0339_STAMPING: K 279
 CZ0339_MARK LOGO: AZHD  
 CZ0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0339+STABILITY: SURFACE MOTION
 CZ0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0339+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ0339
 CZ0339  HISTORY     - Date     Condition        Report By
 CZ0339  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0339  HISTORY     - 1952     GOOD             NGS
 CZ0339  HISTORY     - 1960     GOOD             NGS
 CZ0339  HISTORY     - 1975     GOOD             AZDT
 CZ0339  HISTORY     - 1978     GOOD             USGS
 CZ0339  HISTORY     - 1980     GOOD             NGS
 CZ0339  HISTORY     - 1984     GOOD             NGS
 CZ0339  HISTORY     - 19911205 GOOD             NGS
 CZ0339
 CZ0339                          STATION DESCRIPTION
 CZ0339
 CZ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0339'6.8 MI SE FROM PICACHO.
 CZ0339'6.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0339'STATION AT PICACHO, AT PICACHO PEAK, AT THE T JUNCTION OF A GRAVEL
 CZ0339'ROAD LEADING SOUTHWEST TO THE ARIZONA STATE HIGHWAY MAINTENANCE
 CZ0339'OFFICE, AT A 36 INCH CORRUGATED METAL PIPE CULVERT UNDER STATE HIGHWAY
 CZ0339'84, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL, 63
 CZ0339'FEET EAST OF THE CENTER OF A JUNCTION OF A GRAVEL ROAD, 15 1/2 FEET
 CZ0339'NORTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0339'HIGHWAY.
 CZ0339
 CZ0339                          STATION RECOVERY (1960)
 CZ0339
 CZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0339'RECOVERED IN GOOD CONDITION.
 CZ0339
 CZ0339                          STATION RECOVERY (1975)
 CZ0339
 CZ0339'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0339'FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8 OF I-10, NORTH 0.1
 CZ0339'MILES TO A T JUNCTION.  RIGHT, WEST, FOR 0.65 MILES AND TO THE STATION
 CZ0339'ON THE RIGHT.  ON A 10 FT. CULVERT HEADWALL, ABOUT LEVEL WITH THE
 CZ0339'ROAD.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 10 FT. CULVERT
 CZ0339'HEADWALL AND STAMPED WITH A USC AND GS DESIGNATION.
 CZ0339
 CZ0339                          STATION RECOVERY (1978)
 CZ0339
 CZ0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CZ0339'PICACHO P.O., 7.0 MI. SE OF ALONG NE FRONTAGE ROAD OF I-10. 0.65 MI.
 CZ0339'NW OF PICACHO PEAK ROAD INTERCHANGE. AT A 36 IN. CORRUGATED METAL
 CZ0339'PIPE CULVERT IN THE TOP OF THE CENTER OF THE NE CONCRETE HEADWALL. 15
 CZ0339'1/2 FT. NE OF CENTERLINE OF FRONTAGE ROAD, AND ABOUT 1 FT. HIGHER
 CZ0339'THAN ROAD. AHD BRONZE TABLET STAMPED K-279.
 CZ0339
 CZ0339                          STATION RECOVERY (1980)
 CZ0339
 CZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0339'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0339'41.6 KILOMETERS (25.85 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0339'RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
 CZ0339'NORTHWEST OF RAILROAD BRIDGE 944.57, AT A 3.0-METER PIPE CULVERT
 CZ0339'UNDER A FRONTAGE ROAD (OLD U. S. HIGHWAY 84), IN THE TOP CENTER OF
 CZ0339'THE NORTHEAST HEADWALL, 61.6 METERS (202 FEET) SOUTHWEST OF THE
 CZ0339'SOUTHWEST RAIL OF THE MAIN TRACK, 4.6 METERS (15 FEET) NORTHEAST
 CZ0339'OF THE CENTERLINE OF THE ROAD AND 1.8 METERS (6 FEET) NORTHWEST OF
 CZ0339'THE SOUTHEAST END OF THE HEADWALL.
 CZ0339
 CZ0339                          STATION RECOVERY (1984)
 CZ0339
 CZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0339'RECOVERED IN GOOD CONDITION.
 CZ0339
 CZ0339                          STATION RECOVERY (1991)
 CZ0339
 CZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0339'11.3 KM (7.00 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0339'POST OFFICE IN PICACHO, IN TOP OF AND 1.9 M (6.2 FT) NORTHWEST OF THE
 CZ0339'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, 21.0 M
 CZ0339'(68.9 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO A
 CZ0339'GRAVEL STORAGE AREA, 4.7 M (15.4 FT) NORTHEAST OF THE ROAD
 CZ0339'CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0071 ***********************************************************************
 ET0071  DESIGNATION -  K 28
 ET0071  PID         -  ET0071
 ET0071  STATE/COUNTY-  AZ/YAVAPAI
 ET0071  USGS QUAD   -  PRESCOTT VALLEY NORTH (1973)
 ET0071
 ET0071                         *CURRENT SURVEY CONTROL
 ET0071  ___________________________________________________________________
 ET0071* NAD 83(1986)-  34 39 12.     (N)    112 16 44.     (W)     SCALED    
 ET0071* NAVD 88     -      1542.399  (meters)    5060.35   (feet)  POSTED    
 ET0071  ___________________________________________________________________
 ET0071  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ET0071  DYNAMIC HT  -        1540.340 (meters)    5053.60  (feet)  COMP
 ET0071  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 ET0071
 ET0071  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0071
 ET0071.The horizontal coordinates were scaled from a topographic map and have
 ET0071.an estimated accuracy of +/- 6 seconds.
 ET0071
 ET0071.The orthometric height was determined by differential leveling
 ET0071.and adjusted in November 2005.
 ET0071
 ET0071.The geoid height was determined by GEOID03.
 ET0071
 ET0071.The dynamic height is computed by dividing the NAVD 88
 ET0071.geopotential number by the normal gravity value computed on the
 ET0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0071.degrees latitude (g = 980.6199 gals.).
 ET0071
 ET0071.The modeled gravity was interpolated from observed gravity values.
 ET0071
 ET0071;                    North         East    Units  Estimated Accuracy
 ET0071;SPC AZ C     -   405,180.      180,160.      MT  (+/- 180 meters Scaled)
 ET0071
 ET0071                          SUPERSEDED SURVEY CONTROL
 ET0071
 ET0071  NGVD 29 (??/??/92) 1541.600  (m)         5057.73   (f) ADJ UNCH    1 2
 ET0071
 ET0071.Superseded values are not recommended for survey control.
 ET0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0071.See file dsdata.txt to determine how the superseded data were derived.
 ET0071
 ET0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD828353(NAD 83)
 ET0071_MARKER: DB = BENCH MARK DISK
 ET0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0071_STAMPING: 5057.733 K 28 1933
 ET0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0071+STABILITY: SURFACE MOTION
 ET0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0071+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 ET0071
 ET0071  HISTORY     - Date     Condition        Report By
 ET0071  HISTORY     - 1933     MONUMENTED       CGS
 ET0071  HISTORY     - 20010511 GOOD             NGS
 ET0071  HISTORY     - 20071110 GOOD             GEOCAC
 ET0071
 ET0071                          STATION DESCRIPTION
 ET0071
 ET0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0071'15.4 MI NE FROM PRESCOTT.
 ET0071'CONCRETE POST, AT SIDE OF HIGHWAY, 1.9 MILES EAST OF STATE HIGHWAY
 ET0071'MAINTENANCE STATION, 0.15 MILES SOUTHEAST OF POWER LINE, 1.0 MILES
 ET0071'SOUTH OF CONE SHAPED HILLS, 50 FEET SOUTHEAST OF HIGHWAY CENTER-LINE.
 ET0071
 ET0071                          STATION RECOVERY (2001)
 ET0071
 ET0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0071'HIGHWAY IS AZ 89A (FORMERLY US 89A). ATSF RR TRACKS PARALLEL TO ROUTE
 ET0071'AZ 89 HAVE BEEN REMOVED.
 ET0071
 ET0071                          STATION RECOVERY (2007)
 ET0071
 ET0071'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0704 ***********************************************************************
 ET0704  DESIGNATION -  K 280
 ET0704  PID         -  ET0704
 ET0704  STATE/COUNTY-  AZ/LA PAZ
 ET0704  USGS QUAD   -  PLANET (1990)
 ET0704
 ET0704                         *CURRENT SURVEY CONTROL
 ET0704  ___________________________________________________________________
 ET0704* NAD 83(1986)-  34 10 05.     (N)    113 56 36.     (W)     SCALED    
 ET0704* NAVD 88     -       511.67   (+/-2cm)    1678.7    (feet)  VERTCON   
 ET0704  ___________________________________________________________________
 ET0704  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 ET0704  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0704
 ET0704.The horizontal coordinates were scaled from a topographic map and have
 ET0704.an estimated accuracy of +/- 6 seconds.
 ET0704
 ET0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0704.The vertical order pertains to the NGVD 29 superseded value.
 ET0704
 ET0704.The geoid height was determined by GEOID03.
 ET0704
 ET0704;                    North         East    Units  Estimated Accuracy
 ET0704;SPC AZ W     -   351,320.      195,540.      MT  (+/- 180 meters Scaled)
 ET0704
 ET0704                          SUPERSEDED SURVEY CONTROL
 ET0704
 ET0704  NGVD 29 (??/??/92)  511.014  (m)         1676.55   (f) ADJ UNCH    1 2
 ET0704
 ET0704.Superseded values are not recommended for survey control.
 ET0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0704.See file dsdata.txt to determine how the superseded data were derived.
 ET0704
 ET0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC286847(NAD 83)
 ET0704_MARKER: DB = BENCH MARK DISK
 ET0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0704_STAMPING: K 280 1948
 ET0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0704+STABILITY: SURFACE MOTION
 ET0704
 ET0704  HISTORY     - Date     Condition        Report By
 ET0704  HISTORY     - 1948     MONUMENTED       CGS
 ET0704
 ET0704                          STATION DESCRIPTION
 ET0704
 ET0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0704'21.0 MI N FROM BOUSE.
 ET0704'21 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0704'BOUSE, 53 FEET NORTHEAST OF THE CENTER LINE OF A DRY WASH, 41 FEET
 ET0704'WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTHWEST OF A WHITE
 ET0704'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD. SET
 ET0704'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1188 ***********************************************************************
 DV1188  DESIGNATION -  K 281
 DV1188  PID         -  DV1188
 DV1188  STATE/COUNTY-  AZ/LA PAZ
 DV1188  USGS QUAD   -  UTTING (1990)
 DV1188
 DV1188                         *CURRENT SURVEY CONTROL
 DV1188  ___________________________________________________________________
 DV1188* NAD 83(1986)-  33 51 04.     (N)    113 54 16.     (W)     SCALED    
 DV1188* NAVD 88     -       342.72   (+/-2cm)    1124.4    (feet)  VERTCON   
 DV1188  ___________________________________________________________________
 DV1188  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1188  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1188
 DV1188.The horizontal coordinates were scaled from a topographic map and have
 DV1188.an estimated accuracy of +/- 6 seconds.
 DV1188
 DV1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1188.The vertical order pertains to the NGVD 29 superseded value.
 DV1188
 DV1188.The geoid height was determined by GEOID03.
 DV1188
 DV1188;                    North         East    Units  Estimated Accuracy
 DV1188;SPC AZ W     -   316,160.      199,070.      MT  (+/- 180 meters Scaled)
 DV1188
 DV1188                          SUPERSEDED SURVEY CONTROL
 DV1188
 DV1188  NGVD 29 (??/??/92)  342.069  (m)         1122.27   (f) ADJ UNCH    1 2
 DV1188
 DV1188.Superseded values are not recommended for survey control.
 DV1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1188.See file dsdata.txt to determine how the superseded data were derived.
 DV1188
 DV1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC312494(NAD 83)
 DV1188_MARKER: DB = BENCH MARK DISK
 DV1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1188_STAMPING: K 281 1948
 DV1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1188+STABILITY: SURFACE MOTION
 DV1188
 DV1188  HISTORY     - Date     Condition        Report By
 DV1188  HISTORY     - 1948     MONUMENTED       CGS
 DV1188
 DV1188                          STATION DESCRIPTION
 DV1188
 DV1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1188'8.2 MI SE FROM BOUSE.
 DV1188'8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1188'FROM THE WATER TANK AT BOUSE, 0.2 MILE SOUTHEAST OF MILEPOST 72, 41
 DV1188'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 3.1 FEET SOUTHEAST OF
 DV1188'A WHITE WOODEN WITNESS POST, 3 FEET NORTHWEST OF A POLE, AND ABOUT 3
 DV1188'FEET BELOW THE SURFACE OF THE TRACK.  SET IN THE TOP OF A CONCRETE
 DV1188'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0683 ***********************************************************************
 DU0683  DESIGNATION -  K 282
 DU0683  PID         -  DU0683
 DU0683  STATE/COUNTY-  AZ/MARICOPA
 DU0683  USGS QUAD   -  HIGLEY (1981)
 DU0683
 DU0683                         *CURRENT SURVEY CONTROL
 DU0683  ___________________________________________________________________
 DU0683* NAD 83(1986)-  33 15 45.     (N)    111 38 03.     (W)     SCALED    
 DU0683* NAVD 88     -       426.34   (+/-2cm)    1398.8    (feet)  VERTCON   
 DU0683  ___________________________________________________________________
 DU0683  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0683  OBS GRAVITY -     979,415.5   (mgal)                       GRAV_OBS
 DU0683
 DU0683  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0683
 DU0683.The horizontal coordinates were scaled from a topographic map and have
 DU0683.an estimated accuracy of +/- 6 seconds.
 DU0683
 DU0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0683.The vertical order pertains to the NGVD 29 superseded value.
 DU0683
 DU0683.The geoid height was determined by GEOID03.
 DU0683.The observed gravity was obtained from relative gravimeter ties
 DU0683.to the IGSN71 gravity network.
 DU0683
 DU0683;                    North         East    Units  Estimated Accuracy
 DU0683;SPC AZ C     -   250,900.      239,680.      MT  (+/- 180 meters Scaled)
 DU0683
 DU0683                          SUPERSEDED SURVEY CONTROL
 DU0683
 DU0683  NGVD 29 (??/??/92)  425.852  (m)         1397.15   (f) ADJ UNCH    1 2
 DU0683
 DU0683.Superseded values are not recommended for survey control.
 DU0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0683.See file dsdata.txt to determine how the superseded data were derived.
 DU0683
 DU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB409805(NAD 83)
 DU0683_MARKER: DB = BENCH MARK DISK
 DU0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0683_SP_SET: BUILDING
 DU0683_STAMPING: K 282 1948
 DU0683_MARK LOGO: CGS   
 DU0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0683+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 DU0683
 DU0683  HISTORY     - Date     Condition        Report By
 DU0683  HISTORY     - 1948     MONUMENTED       CGS
 DU0683  HISTORY     - 1967     GOOD             NGS
 DU0683  HISTORY     - 1979     GOOD             LOCSUR
 DU0683  HISTORY     - 19920110 GOOD             NGS
 DU0683  HISTORY     - 20051203 GOOD             GEOCAC
 DU0683
 DU0683                          STATION DESCRIPTION
 DU0683
 DU0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0683'IN QUEEN CREEK.
 DU0683'AT QUEEN CREEK, ALONG ELLSWORTH AVENUE AT THE QUEEN CREEK SCHOOL, IN S
 DU0683'15, T 2 S, R 7 E, 85 FEET EAST OF THE CENTER LINE OF ELLSWORTH AVENUE,
 DU0683'SET VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION OF THE MAIN
 DU0683'BRICK SCHOOL BUILDING, 5 INCHES ABOVE THE LEVEL OF THE GROUND, 3
 DU0683'INCHES ABOVE THE LEVEL OF A SIDEWALK, 1.7 FEET SOUTH OF THE NORTHWEST
 DU0683'CORNER OF THE BUILDING, 33 FEET NORTH OF THE CENTER OF THE MAIN
 DU0683'ENTRANCE ON THE WEST SIDE OF THE MAIN SCHOOL BUILDING, AND ABOUT LEVEL
 DU0683'WITH ELLSWORTH AVENUE.
 DU0683
 DU0683                          STATION RECOVERY (1979)
 DU0683
 DU0683'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0683'RECOVERED IN GOOD CONDITION.
 DU0683
 DU0683                          STATION RECOVERY (1992)
 DU0683
 DU0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0683'1.7 KM (1.05 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0683'IN QUEEN CREEK, SET VERTICALLY IN THE WEST FACE OF THE OLD QUEEN
 DU0683'CREEK SCHOOL (MOST NORTHERLY BUILDING), 25.9 M (85.0 FT) EAST OF THE
 DU0683'CENTERLINE OF THE ROAD, 0.4 M (1.3 FT) SOUTH OF THE NORTHWEST CORNER
 DU0683'OF THE BUILDING, AND LEVEL WITH THE ROAD.  NOTE--THE MARK IS BEHIND A
 DU0683'HEDGE AND IS INACCESSIBLE.
 DU0683
 DU0683                          STATION RECOVERY (2005)
 DU0683
 DU0683'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DU0683'THE HEDGE HAS BEEN REMOVED, THE MARK IS FULLY ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0388 ***********************************************************************
 CZ0388  DESIGNATION -  K 283
 CZ0388  PID         -  CZ0388
 CZ0388  STATE/COUNTY-  AZ/PINAL
 CZ0388  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0388
 CZ0388                         *CURRENT SURVEY CONTROL
 CZ0388  ___________________________________________________________________
 CZ0388* NAD 83(1986)-  32 57 33.     (N)    111 27 19.     (W)     SCALED    
 CZ0388* NAVD 88     -       457.455  (meters)    1500.83   (feet)  ADJUSTED  
 CZ0388  ___________________________________________________________________
 CZ0388  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CZ0388  DYNAMIC HT  -         456.892 (meters)    1498.99  (feet)  COMP
 CZ0388  MODELED GRAV-     979,394.0   (mgal)                       NAVD 88
 CZ0388
 CZ0388  VERT ORDER  -  FIRST     CLASS II
 CZ0388
 CZ0388.The horizontal coordinates were scaled from a topographic map and have
 CZ0388.an estimated accuracy of +/- 6 seconds.
 CZ0388
 CZ0388.The orthometric height was determined by differential leveling
 CZ0388.and adjusted in November 1993.
 CZ0388
 CZ0388.The geoid height was determined by GEOID03.
 CZ0388
 CZ0388.The dynamic height is computed by dividing the NAVD 88
 CZ0388.geopotential number by the normal gravity value computed on the
 CZ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0388.degrees latitude (g = 980.6199 gals.).
 CZ0388
 CZ0388.The modeled gravity was interpolated from observed gravity values.
 CZ0388
 CZ0388;                    North         East    Units  Estimated Accuracy
 CZ0388;SPC AZ C     -   217,320.      256,490.      MT  (+/- 180 meters Scaled)
 CZ0388
 CZ0388                          SUPERSEDED SURVEY CONTROL
 CZ0388
 CZ0388  NGVD 29 (??/??/92)  457.004  (m)         1499.35   (f) ADJ UNCH    1 2
 CZ0388
 CZ0388.Superseded values are not recommended for survey control.
 CZ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0388.See file dsdata.txt to determine how the superseded data were derived.
 CZ0388
 CZ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB574468(NAD 83)
 CZ0388_MARKER: DB = BENCH MARK DISK
 CZ0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0388_SP_SET: HEADWALL
 CZ0388_STAMPING: K 283 1948
 CZ0388_MARK LOGO: CGS   
 CZ0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0388+STABILITY: SURFACE MOTION
 CZ0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0388+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0388
 CZ0388  HISTORY     - Date     Condition        Report By
 CZ0388  HISTORY     - 1948     MONUMENTED       CGS
 CZ0388  HISTORY     - 1967     GOOD             NGS
 CZ0388  HISTORY     - 1968     GOOD             NGS
 CZ0388  HISTORY     - 19920104 GOOD             NGS
 CZ0388  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0388
 CZ0388                          STATION DESCRIPTION
 CZ0388
 CZ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0388'8.85 MI SW FROM FLORENCE.
 CZ0388'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0388'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0388'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0388'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0388'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0388'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN S 30, T 5 S, R 9
 CZ0388'E, 36 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 32 FEET
 CZ0388'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 14 FEET WEST OF THE
 CZ0388'CENTER LINE OF THE NORTH-SOUTH ROAD SET IN THE TOP OF THE SOUTH END OF
 CZ0388'THE WEST CONCRETE HEAD WALL OF A CULVERT UNDER THE NORTH-SOUTH ROAD,
 CZ0388'AND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 CZ0388
 CZ0388                          STATION RECOVERY (1968)
 CZ0388
 CZ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0388'RECOVERED IN GOOD CONDITION.
 CZ0388
 CZ0388                          STATION RECOVERY (1992)
 CZ0388
 CZ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0388'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0388'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0388'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0388'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0388'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0388'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 1.6 KM (1.00 MI)
 CZ0388'SOUTHERLY ALONG CLEMANS ROAD, IN TOP OF AND 1.2 M (3.9 FT) NORTH OF
 CZ0388'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 11.5 M
 CZ0388'(37.7 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 4.5 M (14.8 FT)
 CZ0388'WEST OF THE ROAD CENTER, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 CZ0388'ROAD.
 CZ0388
 CZ0388                          STATION RECOVERY (2007)
 CZ0388
 CZ0388'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0534 ***********************************************************************
 DV0534  DESIGNATION -  K 284
 DV0534  PID         -  DV0534
 DV0534  STATE/COUNTY-  AZ/MARICOPA
 DV0534  USGS QUAD   -  PHOENIX (1982)
 DV0534
 DV0534                         *CURRENT SURVEY CONTROL
 DV0534  ___________________________________________________________________
 DV0534* NAD 83(1986)-  33 27 04.     (N)    112 06 00.     (W)     SCALED    
 DV0534* NAVD 88     -       327.60   (+/-2cm)    1074.8    (feet)  VERTCON   
 DV0534  ___________________________________________________________________
 DV0534  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0534
 DV0534.The horizontal coordinates were scaled from a topographic map and have
 DV0534.an estimated accuracy of +/- 6 seconds.
 DV0534
 DV0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0534.The vertical order pertains to the NGVD 29 superseded value.
 DV0534
 DV0534.The geoid height was determined by GEOID03.
 DV0534
 DV0534;                    North         East    Units  Estimated Accuracy
 DV0534;SPC AZ C     -   271,790.      196,320.      MT  (+/- 180 meters Scaled)
 DV0534
 DV0534                          SUPERSEDED SURVEY CONTROL
 DV0534
 DV0534  NGVD 29 (??/??/92)  326.938  (m)         1072.63   (f) ADJ UNCH    2 0
 DV0534
 DV0534.Superseded values are not recommended for survey control.
 DV0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0534.See file dsdata.txt to determine how the superseded data were derived.
 DV0534
 DV0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC977018(NAD 83)
 DV0534_MARKER: DB = BENCH MARK DISK
 DV0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0534_SP_SET: FOUNDATION
 DV0534_STAMPING: K 284 1949
 DV0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0534+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2008
 DV0534
 DV0534  HISTORY     - Date     Condition        Report By
 DV0534  HISTORY     - 1949     MONUMENTED       CGS
 DV0534  HISTORY     - 1963     GOOD             NGS
 DV0534  HISTORY     - 20080403 GOOD             GEOCAC
 DV0534
 DV0534                          STATION DESCRIPTION
 DV0534
 DV0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0534'IN PHOENIX.
 DV0534'1.7 MILES NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 DV0534'FROM THE UNION STATION AT PHOENIX, AT THE INTERSECTION OF WEST VAN
 DV0534'BUREN STREET AND 19TH AVENUE, 52 FEET NORTH OF THE CENTER OF WEST VAN
 DV0534'BUREN STREET, 32 FEET WEST OF THE WEST RAIL OF THE TRACK, AT THE
 DV0534'SOUTHEAST CORNER OF THE VALLEY LUMBER CO. BUILDING, IN THE EAST FACE
 DV0534'OF THE CONCRETE FOUNDATION, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0534'GROUND.
 DV0534
 DV0534                          STATION RECOVERY (2008)
 DV0534
 DV0534'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0534' 
 DV0534' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0616 ***********************************************************************
 DA0616  DESIGNATION -  K 285
 DA0616  PID         -  DA0616
 DA0616  STATE/COUNTY-  AZ/MARICOPA
 DA0616  USGS QUAD   -  BOSQUE (1973)
 DA0616
 DA0616                         *CURRENT SURVEY CONTROL
 DA0616  ___________________________________________________________________
 DA0616* NAD 83(1986)-  32 57 56.     (N)    112 36 13.     (W)     SCALED    
 DA0616* NAVD 88     -       294.813  (meters)     967.23   (feet)  ADJUSTED  
 DA0616  ___________________________________________________________________
 DA0616  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DA0616  DYNAMIC HT  -         294.460 (meters)     966.07  (feet)  COMP
 DA0616  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DA0616
 DA0616  VERT ORDER  -  FIRST     CLASS II
 DA0616
 DA0616.The horizontal coordinates were scaled from a topographic map and have
 DA0616.an estimated accuracy of +/- 6 seconds.
 DA0616
 DA0616.The orthometric height was determined by differential leveling
 DA0616.and adjusted in June 1991.
 DA0616
 DA0616.The geoid height was determined by GEOID03.
 DA0616
 DA0616.The dynamic height is computed by dividing the NAVD 88
 DA0616.geopotential number by the normal gravity value computed on the
 DA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0616.degrees latitude (g = 980.6199 gals.).
 DA0616
 DA0616.The modeled gravity was interpolated from observed gravity values.
 DA0616
 DA0616;                    North         East    Units  Estimated Accuracy
 DA0616;SPC AZ C     -   218,140.      149,140.      MT  (+/- 180 meters Scaled)
 DA0616
 DA0616                          SUPERSEDED SURVEY CONTROL
 DA0616
 DA0616  NGVD 29 (??/??/92)  294.183  (m)          965.17   (f) ADJ UNCH    1 2
 DA0616
 DA0616.Superseded values are not recommended for survey control.
 DA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0616.See file dsdata.txt to determine how the superseded data were derived.
 DA0616
 DA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB501486(NAD 83)
 DA0616_MARKER: DB = BENCH MARK DISK
 DA0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0616_STAMPING: K 285 1949
 DA0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0616+STABILITY: SURFACE MOTION
 DA0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0616+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0616
 DA0616  HISTORY     - Date     Condition        Report By
 DA0616  HISTORY     - 1949     MONUMENTED       CGS
 DA0616  HISTORY     - 1967     GOOD             NGS
 DA0616  HISTORY     - 1980     GOOD             NGS
 DA0616  HISTORY     - 1980     GOOD             NGS
 DA0616  HISTORY     - 19941202 GOOD             USPSQD
 DA0616  HISTORY     - 20070603 GOOD             GEOCAC
 DA0616
 DA0616                          STATION DESCRIPTION
 DA0616
 DA0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0616'6.7 MI E FROM GILA BEND.
 DA0616'6.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0616'GILA BEND, IN S 30, T 5 S, R 4 W, 15 1/2 RAILS EAST OF A WOODEN
 DA0616'RAILROAD BRIDGE, 4 1/2 RAILS WEST OF AN ELECTRIC SIGNAL BOX, 40 FEET
 DA0616'SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS, 7 FEET EAST OF A
 DA0616'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.1 FEET SOUTH OF A METAL
 DA0616'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 DA0616'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 DA0616
 DA0616                          STATION RECOVERY (1980)
 DA0616
 DA0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0616'RECOVERED IN GOOD CONDITION.
 DA0616
 DA0616                          STATION RECOVERY (1980)
 DA0616
 DA0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0616'RECOVERED IN GOOD CONDITION.
 DA0616
 DA0616                          STATION RECOVERY (1994)
 DA0616
 DA0616'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0616'RECOVERED IN GOOD CONDITION.
 DA0616
 DA0616                          STATION RECOVERY (2007)
 DA0616
 DA0616'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0682 ***********************************************************************
 ET0682  DESIGNATION -  K 286
 ET0682  PID         -  ET0682
 ET0682  STATE/COUNTY-  AZ/MOHAVE
 ET0682  USGS QUAD   -  SIGNAL MOUNTAIN (1990)
 ET0682
 ET0682                         *CURRENT SURVEY CONTROL
 ET0682  ___________________________________________________________________
 ET0682* NAD 83(1986)-  34 29 45.     (N)    113 36 59.     (W)     SCALED    
 ET0682* NAVD 88     -       463.005  (meters)    1519.04   (feet)  POSTED    
 ET0682  ___________________________________________________________________
 ET0682  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 ET0682  DYNAMIC HT  -         462.480 (meters)    1517.32  (feet)  COMP
 ET0682  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 ET0682
 ET0682  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0682
 ET0682.The horizontal coordinates were scaled from a topographic map and have
 ET0682.an estimated accuracy of +/- 6 seconds.
 ET0682
 ET0682.The orthometric height was determined by differential leveling
 ET0682.and adjusted in November 2005.
 ET0682.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0682.rate of 1.1 thru 2.0 mm/km.
 ET0682
 ET0682.The geoid height was determined by GEOID03.
 ET0682
 ET0682.The dynamic height is computed by dividing the NAVD 88
 ET0682.geopotential number by the normal gravity value computed on the
 ET0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0682.degrees latitude (g = 980.6199 gals.).
 ET0682
 ET0682.The modeled gravity was interpolated from observed gravity values.
 ET0682
 ET0682;                    North         East    Units  Estimated Accuracy
 ET0682;SPC AZ W     -   387,670.      225,630.      MT  (+/- 180 meters Scaled)
 ET0682
 ET0682                          SUPERSEDED SURVEY CONTROL
 ET0682
 ET0682  NGVD 29 (??/??/92)  462.308  (m)         1516.76   (f) ADJ UNCH    1 2
 ET0682
 ET0682.Superseded values are not recommended for survey control.
 ET0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0682.See file dsdata.txt to determine how the superseded data were derived.
 ET0682
 ET0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD597202(NAD 83)
 ET0682_MARKER: DB = BENCH MARK DISK
 ET0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0682_STAMPING: K 286 1950
 ET0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0682+STABILITY: SURFACE MOTION
 ET0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0682+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0682
 ET0682  HISTORY     - Date     Condition        Report By
 ET0682  HISTORY     - 1950     MONUMENTED       CGS
 ET0682  HISTORY     - 19870504 GOOD             USGS
 ET0682  HISTORY     - 20010122 GOOD             AZ-015
 ET0682
 ET0682                          STATION DESCRIPTION
 ET0682
 ET0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0682'2.1 MI NE FROM SIGNAL.
 ET0682'2.1 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0682'INTERSECTION AT SIGNAL, 0.7 MILE SOUTHWEST OF THE INTERSECTION OF A
 ET0682'NARROW DIRT ROAD, AT THE SOUTH END OF A U CURVE, 20 FEET WEST OF THE
 ET0682'CENTER LINE OF THE ROAD, 19 FEET EAST OF THE EAST EDGE OF A GROUP OF
 ET0682'JOSHUA TREES, 18 FEET SOUTH OF THE APPROXIMATE CENTER OF A SMALL DRY
 ET0682'WASH, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 ET0682'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 ET0682'THE GROUND.
 ET0682
 ET0682                          STATION RECOVERY (1987)
 ET0682
 ET0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0682'RECOVERED IN GOOD CONDITION.
 ET0682
 ET0682                          STATION RECOVERY (2001)
 ET0682
 ET0682'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0619 ***********************************************************************
 ET0619  DESIGNATION -  K 287
 ET0619  PID         -  ET0619
 ET0619  STATE/COUNTY-  AZ/MOHAVE
 ET0619  USGS QUAD   -  KAISER SPRING (1980)
 ET0619
 ET0619                         *CURRENT SURVEY CONTROL
 ET0619  ___________________________________________________________________
 ET0619* NAD 83(1986)-  34 36 27.     (N)    113 28 11.     (W)     SCALED    
 ET0619* NAVD 88     -       887.822  (meters)    2912.80   (feet)  POSTED    
 ET0619  ___________________________________________________________________
 ET0619  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 ET0619  DYNAMIC HT  -         886.750 (meters)    2909.28  (feet)  COMP
 ET0619  MODELED GRAV-     979,400.3   (mgal)                       NAVD 88
 ET0619
 ET0619  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0619
 ET0619.The horizontal coordinates were scaled from a topographic map and have
 ET0619.an estimated accuracy of +/- 6 seconds.
 ET0619
 ET0619.The orthometric height was determined by differential leveling
 ET0619.and adjusted in November 2005.
 ET0619.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0619.rate of 1.1 thru 2.0 mm/km.
 ET0619
 ET0619.The geoid height was determined by GEOID03.
 ET0619
 ET0619.The dynamic height is computed by dividing the NAVD 88
 ET0619.geopotential number by the normal gravity value computed on the
 ET0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0619.degrees latitude (g = 980.6199 gals.).
 ET0619
 ET0619.The modeled gravity was interpolated from observed gravity values.
 ET0619
 ET0619;                    North         East    Units  Estimated Accuracy
 ET0619;SPC AZ W     -   400,090.      239,070.      MT  (+/- 180 meters Scaled)
 ET0619
 ET0619                          SUPERSEDED SURVEY CONTROL
 ET0619
 ET0619  NGVD 29 (??/??/92)  887.093  (m)         2910.40   (f) ADJ UNCH    1 2
 ET0619
 ET0619.Superseded values are not recommended for survey control.
 ET0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0619.See file dsdata.txt to determine how the superseded data were derived.
 ET0619
 ET0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD735322(NAD 83)
 ET0619_MARKER: DB = BENCH MARK DISK
 ET0619_SETTING: 80 = SET IN A BOULDER
 ET0619_SP_SET: RED BOULDER
 ET0619_STAMPING: K 287 1950
 ET0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0619+STABILITY: SURFACE MOTION
 ET0619
 ET0619  HISTORY     - Date     Condition        Report By
 ET0619  HISTORY     - 1950     MONUMENTED       CGS
 ET0619  HISTORY     - 1975     GOOD             USGS
 ET0619
 ET0619                          STATION DESCRIPTION
 ET0619
 ET0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0619'13.3 MI S FROM WIKIEUP.
 ET0619'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0619'WIKIEUP, THENCE 5.9 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.6 MILE
 ET0619'SOUTHWEST OF A CATTLE GUARD, ABOUT 64 YARDS WEST OF A POINT WHERE THE
 ET0619'PARKER-BAGDAD POWER LINE CROSSES THE ROAD, 71.7 FEET WEST OF THE
 ET0619'NORTHWEST OF TWIN POWER LINE POLES, IN THE TOP OF A RED BOULDER, 57
 ET0619'FEET EAST OF A 10-INCH SAGUARO CACTUS, 11 FEET SOUTH OF THE CENTER
 ET0619'LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE
 ET0619'WHITE PAINTED LETTERS B M.
 ET0619
 ET0619                          STATION RECOVERY (1975)
 ET0619
 ET0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0619'WIKIEUP POST OFFICE, 8.0 MI S. OF ALONG STATE HWY. 93, THENCE 3.5 MI
 ET0619'E. ALONG COUNTY RD. TO RD. RIGHT, THENCE 300 FT ON OLD RD. TO BOULDER
 ET0619'AND BM ON RIGHT. 71.7 FT W. OF NORTHWEST ONE OF TWIN POWER POLES, 57
 ET0619'FT E. OF 10-INCH SAGUARO CACTUS, 11 FT S. AND ABOUT 1 FT HIGHER THAN
 ET0619'CENTERLINE OF RD. ON TOP OF A RED BOULDER. NGS TABLET STAMPED K 287
 ET0619'1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0445 ***********************************************************************
 ET0445  DESIGNATION -  K 288
 ET0445  PID         -  ET0445
 ET0445  STATE/COUNTY-  AZ/YAVAPAI
 ET0445  USGS QUAD   -  SKULL VALLEY (1979)
 ET0445
 ET0445                         *CURRENT SURVEY CONTROL
 ET0445  ___________________________________________________________________
 ET0445* NAD 83(1986)-  34 33 08.     (N)    112 40 02.     (W)     SCALED    
 ET0445* NAVD 88     -      1405.069  (meters)    4609.80   (feet)  POSTED    
 ET0445  ___________________________________________________________________
 ET0445  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 ET0445  DYNAMIC HT  -        1403.190 (meters)    4603.63  (feet)  COMP
 ET0445  MODELED GRAV-     979,250.5   (mgal)                       NAVD 88
 ET0445
 ET0445  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0445
 ET0445.The horizontal coordinates were scaled from a topographic map and have
 ET0445.an estimated accuracy of +/- 6 seconds.
 ET0445
 ET0445.The orthometric height was determined by differential leveling
 ET0445.and adjusted in November 2005.
 ET0445.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0445.rate of 1.1 thru 2.0 mm/km.
 ET0445
 ET0445.The geoid height was determined by GEOID03.
 ET0445
 ET0445.The dynamic height is computed by dividing the NAVD 88
 ET0445.geopotential number by the normal gravity value computed on the
 ET0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0445.degrees latitude (g = 980.6199 gals.).
 ET0445
 ET0445.The modeled gravity was interpolated from observed gravity values.
 ET0445
 ET0445;                    North         East    Units  Estimated Accuracy
 ET0445;SPC AZ C     -   394,160.      144,480.      MT  (+/- 180 meters Scaled)
 ET0445
 ET0445                          SUPERSEDED SURVEY CONTROL
 ET0445
 ET0445  NGVD 29 (??/??/92) 1404.246  (m)         4607.10   (f) ADJ UNCH    1 2
 ET0445
 ET0445.Superseded values are not recommended for survey control.
 ET0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0445.See file dsdata.txt to determine how the superseded data were derived.
 ET0445
 ET0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD470246(NAD 83)
 ET0445_MARKER: DB = BENCH MARK DISK
 ET0445_SETTING: 80 = SET IN A BOULDER
 ET0445_SP_SET: BOULDER
 ET0445_STAMPING: K 288
 ET0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0445+STABILITY: SURFACE MOTION
 ET0445
 ET0445  HISTORY     - Date     Condition        Report By
 ET0445  HISTORY     - UNK      MONUMENTED       CGS
 ET0445  HISTORY     - 1974     GOOD             USGS
 ET0445
 ET0445                          STATION DESCRIPTION
 ET0445
 ET0445'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0445'4.1 MI N FROM SKULL VALLEY.
 ET0445'4.1 MI. NORTH ALONG THE AT AND SF RR FROM THE STATION AT SKULL VALLEY.
 ET0445'FROM THE PO AT SKULL VALLEY GO 4.3 MI. NORTH ALONG THE PAVED RD.
 ET0445'TOWARD PRESCOTT TO A T-RD. EAST, GO RT. ON A DIRT RD. 0.3 MI. ON MAIN
 ET0445'TRAVELED RD, RD ENTERS WASH, GO DOWN (SOUTH) WASH 0.2 MI. TO MAIN
 ET0445'WASH. GO RT. DOWN MAIN WASH 0.1 MI. TO JUST PASSED A LARGE ROCK
 ET0445'OUT-CROP. BM IS ON THE OLD RR GRADE ABOUT 25 FT. ABOVE THE WASH TO THE
 ET0445'SOUTH EAST, AT THE SOUTH END OF A FILL ON A CUT ABOUT 18 FT. NORTH
 ET0445'WEST OF THE CENTER LINE OF THE RR GRADE IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0642 ***********************************************************************
 ET0642  DESIGNATION -  K 289
 ET0642  PID         -  ET0642
 ET0642  STATE/COUNTY-  AZ/YAVAPAI
 ET0642  USGS QUAD   -  THORN PEAK (1967)
 ET0642
 ET0642                         *CURRENT SURVEY CONTROL
 ET0642  ___________________________________________________________________
 ET0642* NAD 83(1986)-  34 27 58.     (N)    113 13 31.     (W)     SCALED    
 ET0642* NAVD 88     -       786.399  (meters)    2580.04   (feet)  POSTED    
 ET0642  ___________________________________________________________________
 ET0642  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0642  DYNAMIC HT  -         785.450 (meters)    2576.93  (feet)  COMP
 ET0642  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 ET0642
 ET0642  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0642
 ET0642.The horizontal coordinates were scaled from a topographic map and have
 ET0642.an estimated accuracy of +/- 6 seconds.
 ET0642
 ET0642.The orthometric height was determined by differential leveling
 ET0642.and adjusted in November 2005.
 ET0642.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0642.rate of 2.1 thru 3.0 mm/km.
 ET0642
 ET0642.The geoid height was determined by GEOID03.
 ET0642
 ET0642.The dynamic height is computed by dividing the NAVD 88
 ET0642.geopotential number by the normal gravity value computed on the
 ET0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0642.degrees latitude (g = 980.6199 gals.).
 ET0642
 ET0642.The modeled gravity was interpolated from observed gravity values.
 ET0642
 ET0642;                    North         East    Units  Estimated Accuracy
 ET0642;SPC AZ C     -   385,130.       93,140.      MT  (+/- 180 meters Scaled)
 ET0642
 ET0642                          SUPERSEDED SURVEY CONTROL
 ET0642
 ET0642  NGVD 29 (??/??/92)  785.688  (m)         2577.71   (f) ADJ UNCH    1 2
 ET0642
 ET0642.Superseded values are not recommended for survey control.
 ET0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0642.See file dsdata.txt to determine how the superseded data were derived.
 ET0642
 ET0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD956160(NAD 83)
 ET0642_MARKER: DB = BENCH MARK DISK
 ET0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0642_STAMPING: K 289 1950
 ET0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0642+STABILITY: SURFACE MOTION
 ET0642
 ET0642  HISTORY     - Date     Condition        Report By
 ET0642  HISTORY     - 1950     MONUMENTED       CGS
 ET0642  HISTORY     - 1955     GOOD             NGS
 ET0642
 ET0642                          STATION DESCRIPTION
 ET0642
 ET0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0642'14.7 MI S FROM BAGDAD.
 ET0642'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0642'AT BAGDAD, THENCE 7.9 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT THE
 ET0642'BASE OF THE SOUTHWEST SLOPE OF A PROMINENT ROCKY KNOLL, 162 FEET EAST
 ET0642'OF THE CROSSING OF A DRY WASH, 80 1/2 FEET EAST OF A 10-INCH MESQUITE
 ET0642'TREE, 48 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET WEST
 ET0642'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 ET0642'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 ET0642
 ET0642                          STATION RECOVERY (1955)
 ET0642
 ET0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0303 ***********************************************************************
 ES0303  DESIGNATION -  K 29
 ES0303  PID         -  ES0303
 ES0303  STATE/COUNTY-  AZ/GILA
 ES0303  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0303
 ES0303                         *CURRENT SURVEY CONTROL
 ES0303  ___________________________________________________________________
 ES0303* NAD 83(1986)-  34 22 07.     (N)    111 26 21.     (W)     SCALED    
 ES0303* NAVD 88     -      1645.792  (meters)    5399.57   (feet)  ADJUSTED  
 ES0303  ___________________________________________________________________
 ES0303  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 ES0303  DYNAMIC HT  -        1643.491 (meters)    5392.02  (feet)  COMP
 ES0303  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 ES0303
 ES0303  VERT ORDER  -  FIRST     CLASS II
 ES0303
 ES0303.The horizontal coordinates were scaled from a topographic map and have
 ES0303.an estimated accuracy of +/- 6 seconds.
 ES0303
 ES0303.The orthometric height was determined by differential leveling
 ES0303.and adjusted in June 1991.
 ES0303
 ES0303.The geoid height was determined by GEOID03.
 ES0303
 ES0303.The dynamic height is computed by dividing the NAVD 88
 ES0303.geopotential number by the normal gravity value computed on the
 ES0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0303.degrees latitude (g = 980.6199 gals.).
 ES0303
 ES0303.The modeled gravity was interpolated from observed gravity values.
 ES0303
 ES0303;                    North         East    Units  Estimated Accuracy
 ES0303;SPC AZ E     -   374,270.       96,320.      MT  (+/- 180 meters Scaled)
 ES0303
 ES0303                          SUPERSEDED SURVEY CONTROL
 ES0303
 ES0303  NGVD 29 (??/??/92) 1644.982  (m)         5396.91   (f) ADJ UNCH    1 2
 ES0303
 ES0303.Superseded values are not recommended for survey control.
 ES0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0303.See file dsdata.txt to determine how the superseded data were derived.
 ES0303
 ES0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD596031(NAD 83)
 ES0303_MARKER: DB = BENCH MARK DISK
 ES0303_SETTING: 66 = SET IN ROCK OUTCROP
 ES0303_SP_SET: LIMESTONE LEDGE
 ES0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0303+STABILITY: POSITION/ELEVATION WELL
 ES0303
 ES0303  HISTORY     - Date     Condition        Report By
 ES0303  HISTORY     - UNK      MONUMENTED       CGS
 ES0303  HISTORY     - 1933     GOOD             NGS
 ES0303  HISTORY     - 1972     GOOD             USGS
 ES0303
 ES0303                          STATION DESCRIPTION
 ES0303
 ES0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0303'1.7 MI SE FROM PINE.
 ES0303'AT SIDE OF HIGHWAY, SOUTH SLOPE OF GULCH, 70 FEET SOUTH OF HIGHWAY
 ES0303'CENTER-LINE, TOP OF LIMESTONE LEDGE PAINTED WHITE B.M.
 ES0303
 ES0303                          STATION RECOVERY (1972)
 ES0303
 ES0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ES0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0628 ***********************************************************************
 ET0628  DESIGNATION -  K 290
 ET0628  PID         -  ET0628
 ET0628  STATE/COUNTY-  AZ/YAVAPAI
 ET0628  USGS QUAD   -  MALPAIS MESA NE (1967)
 ET0628
 ET0628                         *CURRENT SURVEY CONTROL
 ET0628  ___________________________________________________________________
 ET0628* NAD 83(1986)-  34 27 26.     (N)    113 01 12.     (W)     SCALED    
 ET0628* NAVD 88     -       808.605  (meters)    2652.90   (feet)  POSTED    
 ET0628  ___________________________________________________________________
 ET0628  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 ET0628  DYNAMIC HT  -         807.610 (meters)    2649.63  (feet)  COMP
 ET0628  MODELED GRAV-     979,380.0   (mgal)                       NAVD 88
 ET0628
 ET0628  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0628
 ET0628.The horizontal coordinates were scaled from a topographic map and have
 ET0628.an estimated accuracy of +/- 6 seconds.
 ET0628
 ET0628.The orthometric height was determined by differential leveling
 ET0628.and adjusted in November 2005.
 ET0628.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0628.rate of 2.1 thru 3.0 mm/km.
 ET0628
 ET0628.The geoid height was determined by GEOID03.
 ET0628
 ET0628.The dynamic height is computed by dividing the NAVD 88
 ET0628.geopotential number by the normal gravity value computed on the
 ET0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0628.degrees latitude (g = 980.6199 gals.).
 ET0628
 ET0628.The modeled gravity was interpolated from observed gravity values.
 ET0628
 ET0628;                    North         East    Units  Estimated Accuracy
 ET0628;SPC AZ C     -   383,920.      111,990.      MT  (+/- 180 meters Scaled)
 ET0628
 ET0628                          SUPERSEDED SURVEY CONTROL
 ET0628
 ET0628  NGVD 29 (??/??/92)  807.877  (m)         2650.51   (f) ADJ UNCH    1 2
 ET0628
 ET0628.Superseded values are not recommended for survey control.
 ET0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0628.See file dsdata.txt to determine how the superseded data were derived.
 ET0628
 ET0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD144147(NAD 83)
 ET0628_MARKER: DB = BENCH MARK DISK
 ET0628_SETTING: 66 = SET IN ROCK OUTCROP
 ET0628_SP_SET: GRANITE OUTCROP
 ET0628_STAMPING: K 290 1950
 ET0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0628+STABILITY: POSITION/ELEVATION WELL
 ET0628
 ET0628  HISTORY     - Date     Condition        Report By
 ET0628  HISTORY     - 1950     MONUMENTED       CGS
 ET0628  HISTORY     - 1967     MARK NOT FOUND   NGS
 ET0628  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0628
 ET0628                          STATION DESCRIPTION
 ET0628
 ET0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0628'8.8 MI NW FROM HILLSIDE.
 ET0628'8.8 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0628'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, ON THE OUTSIDE OF A
 ET0628'CURVE, BETWEEN TWO ROCK CUTS, IN THE TOP OF A BENCH AT THE SOUTHWEST
 ET0628'END OF A LARGE GRANITE OUTCROP, 42 FEET SOUTH OF THE CENTER LINE OF
 ET0628'THE HIGHWAY, 30 FEET EAST OF A 6- INCH MESQUITE TREE, ABOUT 15 FEET
 ET0628'HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0628
 ET0628                          STATION RECOVERY (1967)
 ET0628
 ET0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ET0628'MARK NOT FOUND.
 ET0628
 ET0628                          STATION RECOVERY (2008)
 ET0628
 ET0628'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0628'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0628'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0515 ***********************************************************************
 CZ0515  DESIGNATION -  K 291
 CZ0515  PID         -  CZ0515
 CZ0515  STATE/COUNTY-  AZ/PIMA
 CZ0515  USGS QUAD   -  MARANA (1992)
 CZ0515
 CZ0515                         *CURRENT SURVEY CONTROL
 CZ0515  ___________________________________________________________________
 CZ0515* NAD 83(1986)-  32 24 55.     (N)    111 09 01.     (W)     SCALED    
 CZ0515* NAVD 88     -       627.388  (meters)    2058.36   (feet)  ADJUSTED  
 CZ0515  ___________________________________________________________________
 CZ0515  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0515  DYNAMIC HT  -         626.560 (meters)    2055.64  (feet)  COMP
 CZ0515  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 CZ0515
 CZ0515  VERT ORDER  -  FIRST     CLASS II
 CZ0515
 CZ0515.The horizontal coordinates were scaled from a topographic map and have
 CZ0515.an estimated accuracy of +/- 6 seconds.
 CZ0515
 CZ0515.The orthometric height was determined by differential leveling
 CZ0515.and adjusted in June 1991.
 CZ0515
 CZ0515.The geoid height was determined by GEOID03.
 CZ0515
 CZ0515.The dynamic height is computed by dividing the NAVD 88
 CZ0515.geopotential number by the normal gravity value computed on the
 CZ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0515.degrees latitude (g = 980.6199 gals.).
 CZ0515
 CZ0515.The modeled gravity was interpolated from observed gravity values.
 CZ0515
 CZ0515;                    North         East    Units  Estimated Accuracy
 CZ0515;SPC AZ C     -   157,170.      285,440.      MT  (+/- 180 meters Scaled)
 CZ0515
 CZ0515                          SUPERSEDED SURVEY CONTROL
 CZ0515
 CZ0515  NGVD 29 (??/??/92)  626.767  (m)         2056.32   (f) ADJ UNCH    1 2
 CZ0515
 CZ0515.Superseded values are not recommended for survey control.
 CZ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0515.See file dsdata.txt to determine how the superseded data were derived.
 CZ0515
 CZ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA858864(NAD 83)
 CZ0515_MARKER: DB = BENCH MARK DISK
 CZ0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0515_SP_SET: CONCRETE BASE
 CZ0515_STAMPING: K 291 1951
 CZ0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0515+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0515
 CZ0515  HISTORY     - Date     Condition        Report By
 CZ0515  HISTORY     - 1951     MONUMENTED       CGS
 CZ0515  HISTORY     - 1962     GOOD             NGS
 CZ0515  HISTORY     - 1980     GOOD             NGS
 CZ0515  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0515
 CZ0515                          STATION DESCRIPTION
 CZ0515
 CZ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0515'IN RILLITO.
 CZ0515'AT RILLITO, 35 YARDS WEST OF THE SOUTHWEST CORNER OF THE SOUTHERN
 CZ0515'PACIFIC RAILROAD STATION, IN THE TOP OF THE SOUTHWEST ONE OF A GROUP
 CZ0515'OF CONCRETE BASED WHICH SUPPORT THE LEGS OF THE SOUTHERN PACIFIC
 CZ0515'RAILROAD WATER TANK, 0.4 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE
 CZ0515'CONCRETE BASE, AND 1 FOOT HIGHER THAN THE GROUND IN ELEVATION.
 CZ0515
 CZ0515                          STATION RECOVERY (1980)
 CZ0515
 CZ0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0515'27.7 KILOMETERS (17.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0515'RAILROAD FROM THE STATION AT TUCSON, AT THE RILLITO WATER TOWER, IN
 CZ0515'TOP OF THE SOUTH CORNER OF THE SOUTHWESTERNMOST FOOTING FOUNDATION
 CZ0515'PROJECTING 0.2 METER ABOVE THE GROUND, 56.4 METERS (185 FEET)
 CZ0515'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 20.4 METERS
 CZ0515'(67 FEET) SOUTHWEST OF A WELL AND 13.2 METERS (43.5 FEET) NORTHEAST
 CZ0515'OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84).
 CZ0515'THE MARK IS 1 M BELOW THE ROAD.
 CZ0515
 CZ0515                          STATION RECOVERY (2006)
 CZ0515
 CZ0515'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0692 ***********************************************************************
 CZ0692  DESIGNATION -  K 292
 CZ0692  PID         -  CZ0692
 CZ0692  STATE/COUNTY-  AZ/PIMA
 CZ0692  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0692
 CZ0692                         *CURRENT SURVEY CONTROL
 CZ0692  ___________________________________________________________________
 CZ0692* NAD 83(1986)-  32 21 07.     (N)    111 15 04.     (W)     SCALED    
 CZ0692* NAVD 88     -       627.66   (+/-2cm)    2059.2    (feet)  VERTCON   
 CZ0692  ___________________________________________________________________
 CZ0692  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0692
 CZ0692.The horizontal coordinates were scaled from a topographic map and have
 CZ0692.an estimated accuracy of +/- 6 seconds.
 CZ0692
 CZ0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0692.The vertical order pertains to the NGVD 29 superseded value.
 CZ0692
 CZ0692.The geoid height was determined by GEOID03.
 CZ0692
 CZ0692;                    North         East    Units  Estimated Accuracy
 CZ0692;SPC AZ C     -   150,090.      276,000.      MT  (+/- 180 meters Scaled)
 CZ0692
 CZ0692                          SUPERSEDED SURVEY CONTROL
 CZ0692
 CZ0692  NGVD 29 (??/??/92)  627.054  (m)         2057.26   (f) ADJ UNCH    2 0
 CZ0692
 CZ0692.Superseded values are not recommended for survey control.
 CZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0692.See file dsdata.txt to determine how the superseded data were derived.
 CZ0692
 CZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA763794(NAD 83)
 CZ0692_MARKER: DB = BENCH MARK DISK
 CZ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0692_STAMPING: K 292 1951
 CZ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0692+STABILITY: SURFACE MOTION
 CZ0692
 CZ0692  HISTORY     - Date     Condition        Report By
 CZ0692  HISTORY     - 1951     MONUMENTED       CGS
 CZ0692  HISTORY     - 1967     MARK NOT FOUND   USGS
 CZ0692
 CZ0692                          STATION DESCRIPTION
 CZ0692
 CZ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0692'10.6 MI W FROM RILLITO.
 CZ0692'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0692'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0692'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0692'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, THENCE 1.6
 CZ0692'MILES WEST ALONG A DIRT ROAD, THENCE 3.2 MILES SOUTH ALONG A TRACK
 CZ0692'ROAD, AT A POINT WHERE A POWER LINE SPURS OFF THE MAIN LINE TO AN
 CZ0692'ELECTRIC WATER PUMP, AND IN LINE WITH A NORTH-SOUTH POWER LINE, 270.7
 CZ0692'FEET EAST OF THE WATER PUMP, 189 FEET WEST OF THE CENTER LINE OF THE
 CZ0692'ROAD, 151 FEET NORTH OF THE GENERAL LAND OFFICE SECTION CORNER, 3.6
 CZ0692'FEET SOUTH OF A POWER LINE POLE, 2.3 FEET NORTH OF A WITNESS POST, AND
 CZ0692'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0692'GROUND.  NOTE-- 1956 REPORT-- CONCRETE POST BROKEN OFF DID NOT SEE
 CZ0692'BRASS PLATE.
 CZ0692
 CZ0692                          STATION RECOVERY (1967)
 CZ0692
 CZ0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0635 ***********************************************************************
 CZ0635  DESIGNATION -  K 294
 CZ0635  PID         -  CZ0635
 CZ0635  STATE/COUNTY-  AZ/PIMA
 CZ0635  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0635
 CZ0635                         *CURRENT SURVEY CONTROL
 CZ0635  ___________________________________________________________________
 CZ0635* NAD 83(1986)-  32 23 06.     (N)    111 18 15.     (W)     SCALED    
 CZ0635* NAVD 88     -       611.96   (+/-2cm)    2007.7    (feet)  VERTCON   
 CZ0635  ___________________________________________________________________
 CZ0635  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0635
 CZ0635.The horizontal coordinates were scaled from a topographic map and have
 CZ0635.an estimated accuracy of +/- 6 seconds.
 CZ0635
 CZ0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0635.The vertical order pertains to the NGVD 29 superseded value.
 CZ0635
 CZ0635.The geoid height was determined by GEOID03.
 CZ0635
 CZ0635;                    North         East    Units  Estimated Accuracy
 CZ0635;SPC AZ C     -   153,720.      270,990.      MT  (+/- 180 meters Scaled)
 CZ0635
 CZ0635                          SUPERSEDED SURVEY CONTROL
 CZ0635
 CZ0635  NGVD 29 (??/??/92)  611.382  (m)         2005.84   (f) ADJ UNCH    2 0
 CZ0635
 CZ0635.Superseded values are not recommended for survey control.
 CZ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0635.See file dsdata.txt to determine how the superseded data were derived.
 CZ0635
 CZ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA713831(NAD 83)
 CZ0635_MARKER: DB = BENCH MARK DISK
 CZ0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0635_SP_SET: CATTLE GUARD
 CZ0635_STAMPING: K 294 1951
 CZ0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0635
 CZ0635  HISTORY     - Date     Condition        Report By
 CZ0635  HISTORY     - 1951     MONUMENTED       CGS
 CZ0635  HISTORY     - 1962     GOOD             NGS
 CZ0635
 CZ0635                          STATION DESCRIPTION
 CZ0635
 CZ0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0635'15.0 MI W FROM CORTARO.
 CZ0635'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0635'CORTARO, THENCE 10.8 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.5
 CZ0635'MILE SOUTH ALONG AN OILED ROAD AT A CATTLEGUARD, A BRONZE DISK SET IN
 CZ0635'THE NORTHEAST CORNER OF THE EAST HEADWALL OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0758 ***********************************************************************
 CZ0758  DESIGNATION -  K 295
 CZ0758  PID         -  CZ0758
 CZ0758  STATE/COUNTY-  AZ/PIMA
 CZ0758  USGS QUAD   -  JAYNES (1992)
 CZ0758
 CZ0758                         *CURRENT SURVEY CONTROL
 CZ0758  ___________________________________________________________________
 CZ0758* NAD 83(1986)-  32 21 31.     (N)    111 06 51.     (W)     SCALED    
 CZ0758* NAVD 88     -       651.19   (+/-2cm)    2136.4    (feet)  VERTCON   
 CZ0758  ___________________________________________________________________
 CZ0758  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0758
 CZ0758.The horizontal coordinates were scaled from a topographic map and have
 CZ0758.an estimated accuracy of +/- 6 seconds.
 CZ0758
 CZ0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0758.The vertical order pertains to the NGVD 29 superseded value.
 CZ0758
 CZ0758.The geoid height was determined by GEOID03.
 CZ0758
 CZ0758;                    North         East    Units  Estimated Accuracy
 CZ0758;SPC AZ C     -   150,910.      288,890.      MT  (+/- 180 meters Scaled)
 CZ0758
 CZ0758                          SUPERSEDED SURVEY CONTROL
 CZ0758
 CZ0758  NGVD 29 (??/??/92)  650.537  (m)         2134.30   (f) ADJ UNCH    2 0
 CZ0758
 CZ0758.Superseded values are not recommended for survey control.
 CZ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0758.See file dsdata.txt to determine how the superseded data were derived.
 CZ0758
 CZ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA892801(NAD 83)
 CZ0758_MARKER: DB = BENCH MARK DISK
 CZ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0758_STAMPING: K 295 1951
 CZ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0758+STABILITY: SURFACE MOTION
 CZ0758
 CZ0758  HISTORY     - Date     Condition        Report By
 CZ0758  HISTORY     - 1951     MONUMENTED       CGS
 CZ0758  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0758
 CZ0758                          STATION DESCRIPTION
 CZ0758
 CZ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0758'2.2 MI W FROM CORTARO.
 CZ0758'0.9 MILE SOUTHWEST ALONG CORTARO ROAD FROM THE POST OFFICE AND STORE
 CZ0758'AT CORTARO, THENCE 1.3 MILES NORTHWEST ALONG SILVER BELL ROAD, IN THE
 CZ0758'CROTCH OF A Y FORMED BY THE JUNCTION OF WADE ROAD, 130 FEET SOUTH OF
 CZ0758'THE CENTER OF THE JUNCTION, 44 FEET SOUTHWEST OF THE CENTER LINE OF
 CZ0758'SILVER BELL ROAD, 39 FEET EAST OF THE CENTER LINE OF WADE ROAD, 15
 CZ0758'FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET NORTH OF A WITNESS POST,
 CZ0758'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CZ0758'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0758
 CZ0758                          STATION RECOVERY (1997)
 CZ0758
 CZ0758'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0665 ***********************************************************************
 CZ0665  DESIGNATION -  K 296
 CZ0665  PID         -  CZ0665
 CZ0665  STATE/COUNTY-  AZ/PIMA
 CZ0665  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0665
 CZ0665                         *CURRENT SURVEY CONTROL
 CZ0665  ___________________________________________________________________
 CZ0665* NAD 83(1986)-  32 10 58.     (N)    111 15 38.     (W)     SCALED    
 CZ0665* NAVD 88     -       706.67   (+/-2cm)    2318.5    (feet)  VERTCON   
 CZ0665  ___________________________________________________________________
 CZ0665  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0665
 CZ0665.The horizontal coordinates were scaled from a topographic map and have
 CZ0665.an estimated accuracy of +/- 6 seconds.
 CZ0665
 CZ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0665.The vertical order pertains to the NGVD 29 superseded value.
 CZ0665
 CZ0665.The geoid height was determined by GEOID03.
 CZ0665
 CZ0665;                    North         East    Units  Estimated Accuracy
 CZ0665;SPC AZ C     -   131,320.      275,230.      MT  (+/- 180 meters Scaled)
 CZ0665
 CZ0665                          SUPERSEDED SURVEY CONTROL
 CZ0665
 CZ0665  NGVD 29 (??/??/92)  706.022  (m)         2316.34   (f) ADJ UNCH    2 0
 CZ0665
 CZ0665.Superseded values are not recommended for survey control.
 CZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0665.See file dsdata.txt to determine how the superseded data were derived.
 CZ0665
 CZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA754607(NAD 83)
 CZ0665_MARKER: DB = BENCH MARK DISK
 CZ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0665_STAMPING: K 296 1951
 CZ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0665+STABILITY: SURFACE MOTION
 CZ0665
 CZ0665  HISTORY     - Date     Condition        Report By
 CZ0665  HISTORY     - 1951     MONUMENTED       CGS
 CZ0665  HISTORY     - 1975     GOOD             USGS
 CZ0665  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ0665
 CZ0665                          STATION DESCRIPTION
 CZ0665
 CZ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0665'20.7 MI W FROM TUCSON.
 CZ0665'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0665'HIGHWAY 86, THENCE 5.2 MILES NORTH ALONG A SAND AND DIRT ROAD, THENCE
 CZ0665'0.7 MILE WEST ALONG A VERY DIM TRACK ROAD, THENCE 0.35 MILE NORTH
 CZ0665'ALONG THE WEST SIDE OF A FENCE, THENCE 0.9 MILE TO ROBLES WELL WEST
 CZ0665'ALONG A VERY DIM TRACK ROAD AND SOUTH SIDE OF A FENCE TO A T
 CZ0665'INTERSECTION OF A NORTH-SOUTH FENCE WITH NO GATE, 0.3 MILE WEST OF A
 CZ0665'DIRT WATER TANK, 31.4 FEET NORTH OF A T JUNCTION OF A NORTH-SOUTH
 CZ0665'FENCE CORNER POST, 18 FEET EAST OF THE CENTER LINE OF A VERY DIM TRACK
 CZ0665'ROAD, 3 FEET NORTH OF A WITNESS POST, 1.8 FEET WEST OF A NORTH-SOUTH
 CZ0665'FENCE LINE, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET THE TOP
 CZ0665'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0665
 CZ0665                          STATION RECOVERY (1975)
 CZ0665
 CZ0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0665'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RD. TURN RIGHT (N.)
 CZ0665'ON SANDARIO RD. 4.3 MI TO T-RD. TURN LEFT (W.) 1.6 MI TO ROBLES WELL.
 CZ0665'CONTINUE WEST 1.0 MI TO NORTH-SOUTH FENCE. TURN RIGHT (N.) 0.5 MI
 CZ0665'ALONG EAST SIDE OF FENCE. 28 FT N. OF 10-IN X 10-IN X 5-FT FENCE
 CZ0665'POST, 20 FT N. OF OLD DIM RD. AND GATE. UNDER NORTH-SOUTH FENCE. SET
 CZ0665'ON TOP OF CONCRETE POST PROJECTING 0.4 FT. NGS DISK STAMPED K 296
 CZ0665'1951.
 CZ0665
 CZ0665                          STATION RECOVERY (1995)
 CZ0665
 CZ0665'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1126 ***********************************************************************
 CZ1126  DESIGNATION -  K 297
 CZ1126  PID         -  CZ1126
 CZ1126  STATE/COUNTY-  AZ/PINAL
 CZ1126  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1126
 CZ1126                         *CURRENT SURVEY CONTROL
 CZ1126  ___________________________________________________________________
 CZ1126* NAD 83(1986)-  32 50 59.     (N)    111 59 52.     (W)     SCALED    
 CZ1126* NAVD 88     -       417.54   (+/-2cm)    1369.9    (feet)  VERTCON   
 CZ1126  ___________________________________________________________________
 CZ1126  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 CZ1126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1126
 CZ1126.The horizontal coordinates were scaled from a topographic map and have
 CZ1126.an estimated accuracy of +/- 6 seconds.
 CZ1126
 CZ1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1126.The vertical order pertains to the NGVD 29 superseded value.
 CZ1126
 CZ1126.The geoid height was determined by GEOID03.
 CZ1126
 CZ1126;                    North         East    Units  Estimated Accuracy
 CZ1126;SPC AZ C     -   205,090.      205,770.      MT  (+/- 180 meters Scaled)
 CZ1126
 CZ1126                          SUPERSEDED SURVEY CONTROL
 CZ1126
 CZ1126  NGVD 29 (??/??/92)  416.951  (m)         1367.95   (f) ADJ UNCH    2 0
 CZ1126
 CZ1126.Superseded values are not recommended for survey control.
 CZ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1126.See file dsdata.txt to determine how the superseded data were derived.
 CZ1126
 CZ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066350(NAD 83)
 CZ1126_MARKER: DB = BENCH MARK DISK
 CZ1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1126_STAMPING: K 297 1951
 CZ1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1126+STABILITY: SURFACE MOTION
 CZ1126
 CZ1126  HISTORY     - Date     Condition        Report By
 CZ1126  HISTORY     - 1951     MONUMENTED       CGS
 CZ1126  HISTORY     - 1960     GOOD             NGS
 CZ1126
 CZ1126                          STATION DESCRIPTION
 CZ1126
 CZ1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1126'3.5 MI SW FROM STANFIELD.
 CZ1126'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1126'STANFIELD, THENCE 2.1 MILES SOUTH ALONG THE WHITE-PARKER ROAD, AT A
 CZ1126'POINT WHERE THE ROAD CROSSES A LARGE DRY WASH, ABOUT 100 FEET SOUTH OF
 CZ1126'THE APPROXIMATE CENTER OF THE WASH, 21 FEET SOUTH OF THE CENTER OF A
 CZ1126'GATE, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET NORTH OF A
 CZ1126'WITNESS POST, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A
 CZ1126'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1126'WITH THE ROAD.
 CZ1126
 CZ1126                          STATION RECOVERY (1960)
 CZ1126
 CZ1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0687 ***********************************************************************
 DA0687  DESIGNATION -  K 298
 DA0687  PID         -  DA0687
 DA0687  STATE/COUNTY-  AZ/MARICOPA
 DA0687  USGS QUAD   -  BOSQUE (1973)
 DA0687
 DA0687                         *CURRENT SURVEY CONTROL
 DA0687  ___________________________________________________________________
 DA0687* NAD 83(1986)-  32 57 41.     (N)    112 35 51.     (W)     SCALED    
 DA0687* NAVD 88     -       302.239  (meters)     991.60   (feet)  ADJUSTED  
 DA0687  ___________________________________________________________________
 DA0687  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DA0687  DYNAMIC HT  -         301.876 (meters)     990.40  (feet)  COMP
 DA0687  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 DA0687
 DA0687  VERT ORDER  -  FIRST     CLASS II
 DA0687
 DA0687.The horizontal coordinates were scaled from a topographic map and have
 DA0687.an estimated accuracy of +/- 6 seconds.
 DA0687
 DA0687.The orthometric height was determined by differential leveling
 DA0687.and adjusted in June 1991.
 DA0687
 DA0687.The geoid height was determined by GEOID03.
 DA0687
 DA0687.The dynamic height is computed by dividing the NAVD 88
 DA0687.geopotential number by the normal gravity value computed on the
 DA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0687.degrees latitude (g = 980.6199 gals.).
 DA0687
 DA0687.The modeled gravity was interpolated from observed gravity values.
 DA0687
 DA0687;                    North         East    Units  Estimated Accuracy
 DA0687;SPC AZ C     -   217,680.      149,710.      MT  (+/- 180 meters Scaled)
 DA0687
 DA0687                          SUPERSEDED SURVEY CONTROL
 DA0687
 DA0687  NGVD 29 (??/??/92)  301.627  (m)          989.59   (f) ADJ UNCH    1 2
 DA0687
 DA0687.Superseded values are not recommended for survey control.
 DA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0687.See file dsdata.txt to determine how the superseded data were derived.
 DA0687
 DA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB506481(NAD 83)
 DA0687_MARKER: DB = BENCH MARK DISK
 DA0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0687_STAMPING: K 298 1951
 DA0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0687+STABILITY: SURFACE MOTION
 DA0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0687+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0687
 DA0687  HISTORY     - Date     Condition        Report By
 DA0687  HISTORY     - 1951     MONUMENTED       CGS
 DA0687  HISTORY     - 1973     GOOD             USGS
 DA0687  HISTORY     - 1980     GOOD             NGS
 DA0687  HISTORY     - 1980     GOOD             NGS
 DA0687  HISTORY     - 20080418 GOOD             GEOCAC
 DA0687
 DA0687                          STATION DESCRIPTION
 DA0687
 DA0687'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0687'11.7 MI E FROM GILA BEND.
 DA0687'2.8 MI. SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0687'HIGHWAY 80, THENCE 8.0 MI. ALONG INTERSTATE 8 TO A GATE AND A GRAVEL
 DA0687'ROAD NORTH OF THE WEST BOUND LANE, THENCE 3.45 MI. NORTHWEST ALONG A
 DA0687'DIRT ROAD TO A ROAD FORK, TAKE RIGHT FORK FOR 2.7 MI. TO A ROAD FORK
 DA0687'TAKE RIGHT FORK FOR 0.3 MI. TO A CORRAL AND WELL, 10.5 FEET NORTH OF
 DA0687'THE SOUTHWEST CORNER OF FENCE AND 1.8 FEET WEST OF FENCE, SET IN THE
 DA0687'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DA0687
 DA0687                          STATION RECOVERY (1980)
 DA0687
 DA0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0687'RECOVERED IN GOOD CONDITION.
 DA0687
 DA0687                          STATION RECOVERY (1980)
 DA0687
 DA0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0687'RECOVERED IN GOOD CONDITION.
 DA0687
 DA0687                          STATION RECOVERY (2008)
 DA0687
 DA0687'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0687'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0687'32 57 40.9 (N)   112 35 50.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1243 ***********************************************************************
 CZ1243  DESIGNATION -  K 299
 CZ1243  PID         -  CZ1243
 CZ1243  STATE/COUNTY-  AZ/PINAL
 CZ1243  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1243
 CZ1243                         *CURRENT SURVEY CONTROL
 CZ1243  ___________________________________________________________________
 CZ1243* NAD 83(1986)-  32 44 07.     (N)    111 47 39.     (W)     SCALED    
 CZ1243* NAVD 88     -       450.42   (+/-2cm)    1477.8    (feet)  VERTCON   
 CZ1243  ___________________________________________________________________
 CZ1243  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ1243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1243
 CZ1243.The horizontal coordinates were scaled from a topographic map and have
 CZ1243.an estimated accuracy of +/- 6 seconds.
 CZ1243
 CZ1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1243.The vertical order pertains to the NGVD 29 superseded value.
 CZ1243
 CZ1243.The geoid height was determined by GEOID03.
 CZ1243
 CZ1243;                    North         East    Units  Estimated Accuracy
 CZ1243;SPC AZ C     -   192,400.      224,840.      MT  (+/- 180 meters Scaled)
 CZ1243
 CZ1243                          SUPERSEDED SURVEY CONTROL
 CZ1243
 CZ1243  NGVD 29 (??/??/92)  449.822  (m)         1475.79   (f) ADJ UNCH    2 0
 CZ1243
 CZ1243.Superseded values are not recommended for survey control.
 CZ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1243.See file dsdata.txt to determine how the superseded data were derived.
 CZ1243
 CZ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB255222(NAD 83)
 CZ1243_MARKER: DB = BENCH MARK DISK
 CZ1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1243_STAMPING: K 299 1952
 CZ1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1243+STABILITY: SURFACE MOTION
 CZ1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1243+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1243
 CZ1243  HISTORY     - Date     Condition        Report By
 CZ1243  HISTORY     - 1952     MONUMENTED       CGS
 CZ1243  HISTORY     - 1966     GOOD             NGS
 CZ1243  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1243
 CZ1243                          STATION DESCRIPTION
 CZ1243
 CZ1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1243'1.6 MI SW FROM CHIU CHUISCHU.
 CZ1243'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1243'OF CHIU CHUISCHU, THENCE 0.3 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1243'ROAD, THENCE 0.8 MILE SOUTHWEST ALONG THE OLD COVERED WELLS ROAD,
 CZ1243'ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING EAST
 CZ1243'TO GRAVEL PIT, 268 FEET SOUTHEAST OF THE CENTER LINE OF THE COVERED
 CZ1243'WELLS ROAD, 61 FEET SOUTHEAST OF A TELEPHONE POLE, 47 FEET NORTHWEST
 CZ1243'OF THE CENTER LINE OF THE OLD ROAD, 1.7 FEET SOUTHEAST OF A WITNESS
 CZ1243'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ1243'GROUND, AND ABOUT LEVEL WITH THE ROADS.
 CZ1243
 CZ1243                          STATION RECOVERY (1966)
 CZ1243
 CZ1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1243'RECOVERED IN GOOD CONDITION.
 CZ1243
 CZ1243                          STATION RECOVERY (2008)
 CZ1243
 CZ1243'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1243'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1243'44.093' W111 47.720'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1172 ***********************************************************************
 DV1172  DESIGNATION -  K 30
 DV1172  PID         -  DV1172
 DV1172  STATE/COUNTY-  AZ/LA PAZ
 DV1172  USGS QUAD   -  HOPE (1990)
 DV1172
 DV1172                         *CURRENT SURVEY CONTROL
 DV1172  ___________________________________________________________________
 DV1172* NAD 83(1986)-  33 44 18.     (N)    113 40 34.     (W)     SCALED    
 DV1172* NAVD 88     -       543.24   (+/-2cm)    1782.3    (feet)  VERTCON   
 DV1172  ___________________________________________________________________
 DV1172  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DV1172  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1172
 DV1172.The horizontal coordinates were scaled from a topographic map and have
 DV1172.an estimated accuracy of +/- 6 seconds.
 DV1172
 DV1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1172.The vertical order pertains to the NGVD 29 superseded value.
 DV1172
 DV1172.The geoid height was determined by GEOID03.
 DV1172
 DV1172;                    North         East    Units  Estimated Accuracy
 DV1172;SPC AZ W     -   303,650.      220,210.      MT  (+/- 180 meters Scaled)
 DV1172
 DV1172                          SUPERSEDED SURVEY CONTROL
 DV1172
 DV1172  NGVD 29 (??/??/92)  542.532  (m)         1779.96   (f) ADJ UNCH    1 2
 DV1172
 DV1172.Superseded values are not recommended for survey control.
 DV1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1172.See file dsdata.txt to determine how the superseded data were derived.
 DV1172
 DV1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC520363(NAD 83)
 DV1172_MARKER: DB = BENCH MARK DISK
 DV1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1172_STAMPING: 1779.957 K30 1933
 DV1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1172+STABILITY: SURFACE MOTION
 DV1172
 DV1172  HISTORY     - Date     Condition        Report By
 DV1172  HISTORY     - 1933     MONUMENTED       CGS
 DV1172  HISTORY     - 1948     GOOD             NGS
 DV1172
 DV1172                          STATION DESCRIPTION
 DV1172
 DV1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1172'4.7 MI SW FROM SALOME.
 DV1172'4.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1172'FROM SALOME, YUMA COUNTY, 37 RAILS NORTHEAST OF MILEPOST 55, AT AN
 DV1172'ABANDONED HIGHWAY CROSSING, 38 FEET SOUTH OF THE CENTERLINE OF THE
 DV1172'TRACK, AND 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 DV1172'DISK, STAMPED 1779.957 K 30 1933 AND SET IN THE TOP OF A CONCRETE POST
 DV1172'PROJECTING 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0331 ***********************************************************************
 DV0331  DESIGNATION -  K 30
 DV0331  PID         -  DV0331
 DV0331  STATE/COUNTY-  AZ/PINAL
 DV0331  USGS QUAD   -  MARICOPA (1978)
 DV0331
 DV0331                         *CURRENT SURVEY CONTROL
 DV0331  ___________________________________________________________________
 DV0331* NAD 83(1986)-  33 04 27.     (N)    112 05 00.     (W)     SCALED    
 DV0331* NAVD 88     -       350.18   (+/-2cm)    1148.9    (feet)  VERTCON   
 DV0331  ___________________________________________________________________
 DV0331  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0331  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0331
 DV0331.The horizontal coordinates were scaled from a topographic map and have
 DV0331.an estimated accuracy of +/- 6 seconds.
 DV0331
 DV0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0331.The vertical order pertains to the NGVD 29 superseded value.
 DV0331
 DV0331.The geoid height was determined by GEOID03.
 DV0331
 DV0331;                    North         East    Units  Estimated Accuracy
 DV0331;SPC AZ C     -   229,990.      197,800.      MT  (+/- 180 meters Scaled)
 DV0331
 DV0331                          SUPERSEDED SURVEY CONTROL
 DV0331
 DV0331  NGVD 29 (??/??/92)  349.653  (m)         1147.15   (f) ADJ UNCH    1 2
 DV0331
 DV0331.Superseded values are not recommended for survey control.
 DV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0331.See file dsdata.txt to determine how the superseded data were derived.
 DV0331
 DV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB988600(NAD 83)
 DV0331_MARKER: DD = SURVEY DISK
 DV0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0331+STABILITY: SURFACE MOTION
 DV0331
 DV0331  HISTORY     - Date     Condition        Report By
 DV0331  HISTORY     - UNK      MONUMENTED       DOD
 DV0331  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0331
 DV0331                          STATION DESCRIPTION
 DV0331
 DV0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0331'2.3 MI NW FROM MARICOPA.
 DV0331'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0331'POST OFFICE AT MARICOPA, ABOUT 94 YARDS NORTHEAST OF BRIDGE 895.33,
 DV0331'ABOUT 53 YARDS NORTH OF THE NORTH RAIL, 43 FEET NORTH OF THE CENTER
 DV0331'LINE OF THE ROAD, AND ABOUT 1 FOOT BELOW THE SURFACE OF THE ROAD. SET
 DV0331'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. NOTE--
 DV0331'ROAD CONSTRUCTION HAS OCCURRED AT THE DESCRIBED LOCATION OF THE MARK
 DV0331'AND IT IS BELIEVED THE MARK WAS EITHER COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0143 ***********************************************************************
 DA0143  DESIGNATION -  K 300
 DA0143  PID         -  DA0143
 DA0143  STATE/COUNTY-  AZ/PINAL
 DA0143  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0143
 DA0143                         *CURRENT SURVEY CONTROL
 DA0143  ___________________________________________________________________
 DA0143* NAD 83(1986)-  32 57 17.     (N)    112 02 52.     (W)     SCALED    
 DA0143* NAVD 88     -       375.91   (+/-2cm)    1233.3    (feet)  VERTCON   
 DA0143  ___________________________________________________________________
 DA0143  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0143
 DA0143.The horizontal coordinates were scaled from a topographic map and have
 DA0143.an estimated accuracy of +/- 6 seconds.
 DA0143
 DA0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0143.The vertical order pertains to the NGVD 29 superseded value.
 DA0143
 DA0143.The geoid height was determined by GEOID03.
 DA0143
 DA0143;                    North         East    Units  Estimated Accuracy
 DA0143;SPC AZ C     -   216,740.      201,100.      MT  (+/- 180 meters Scaled)
 DA0143
 DA0143                          SUPERSEDED SURVEY CONTROL
 DA0143
 DA0143  NGVD 29 (??/??/92)  375.356  (m)         1231.48   (f) ADJ UNCH    2 0
 DA0143
 DA0143.Superseded values are not recommended for survey control.
 DA0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0143.See file dsdata.txt to determine how the superseded data were derived.
 DA0143
 DA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB020467(NAD 83)
 DA0143_MARKER: DB = BENCH MARK DISK
 DA0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0143_STAMPING: K 300 1952
 DA0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0143+STABILITY: SURFACE MOTION
 DA0143
 DA0143  HISTORY     - Date     Condition        Report By
 DA0143  HISTORY     - 1952     MONUMENTED       CGS
 DA0143  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0143
 DA0143                          STATION DESCRIPTION
 DA0143
 DA0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0143'9.6 MI NW FROM STANFIELD.
 DA0143'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0143'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0143'3.0 MILES WEST ALONG THE MILLER ROAD, THENCE 1.0 MILES NORTH ALONG
 DA0143'MARICOPA ROAD, ABOUT 140 YARDS SOUTH OF A RIGHT ANGLE IN A POWER LINE,
 DA0143'BETWEEN THE MAIN ROAD AND A DIRT ROAD WHICH RUNS PARALLEL TO THE MAIN
 DA0143'ROAD, ABOUT 44 YARDS SOUTH OF A LONE IRON WOOD TREE, 50 FEET EAST OF
 DA0143'THE CENTER LINE OF THE ROAD, 16 FEET WEST OF THE CENTER LINE OF A DIRT
 DA0143'ROAD, 41 1/2 FEET NORTH OF THE WEST END OF A 24 INCH CORRUGATED METAL
 DA0143'PIPE CULVERT UNDER THE DIRT ROAD, 1.4 FEET SOUTH OF A WITNESS POST,
 DA0143'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0143'GROUND, AND 2 FEET LOWER THAN THE ROAD.  NOTE-- THIS MARK IS IN LARGE
 DA0143'DRAIN.
 DA0143
 DA0143                          STATION RECOVERY (1963)
 DA0143
 DA0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0751 ***********************************************************************
 CZ0751  DESIGNATION -  K 301
 CZ0751  PID         -  CZ0751
 CZ0751  STATE/COUNTY-  AZ/PIMA
 CZ0751  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0751
 CZ0751                         *CURRENT SURVEY CONTROL
 CZ0751  ___________________________________________________________________
 CZ0751* NAD 83(1986)-  32 14 23.     (N)    111 19 25.     (W)     SCALED    
 CZ0751* NAVD 88     -       685.31   (+/-2cm)    2248.4    (feet)  VERTCON   
 CZ0751  ___________________________________________________________________
 CZ0751  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0751
 CZ0751.The horizontal coordinates were scaled from a topographic map and have
 CZ0751.an estimated accuracy of +/- 6 seconds.
 CZ0751
 CZ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0751.The vertical order pertains to the NGVD 29 superseded value.
 CZ0751
 CZ0751.The geoid height was determined by GEOID03.
 CZ0751
 CZ0751;                    North         East    Units  Estimated Accuracy
 CZ0751;SPC AZ C     -   137,600.      269,250.      MT  (+/- 180 meters Scaled)
 CZ0751
 CZ0751                          SUPERSEDED SURVEY CONTROL
 CZ0751
 CZ0751  NGVD 29 (??/??/92)  684.685  (m)         2246.34   (f) ADJ UNCH    2 0
 CZ0751
 CZ0751.Superseded values are not recommended for survey control.
 CZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0751.See file dsdata.txt to determine how the superseded data were derived.
 CZ0751
 CZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA695670(NAD 83)
 CZ0751_MARKER: DB = BENCH MARK DISK
 CZ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0751_STAMPING: K 301 1951
 CZ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0751+STABILITY: SURFACE MOTION
 CZ0751
 CZ0751  HISTORY     - Date     Condition        Report By
 CZ0751  HISTORY     - 1951     MONUMENTED       CGS
 CZ0751  HISTORY     - 1975     GOOD             USGS
 CZ0751
 CZ0751                          STATION DESCRIPTION
 CZ0751
 CZ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0751'23.2 MI W FROM TUCSON.
 CZ0751'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0751'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0751'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0751'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0751'ALONG A DIRT ROAD TO A NORTH-SOUTH POWER LINE AND A T JUNCTION OF A
 CZ0751'ROAD, THENCE 0.4 MILE SOUTH ALONG THE POWER LINE TO AN INTERSECTION,
 CZ0751'THENCE 2.9 MILES WEST ALONG A DIRT ROAD, AT A Y JUNCTION OF THE MAIN
 CZ0751'ROAD AND A TRACK ROAD LEADING NORTHWEST, 81 FEET NORTHEAST OF THE
 CZ0751'CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 51 FEET NORTH OF THE
 CZ0751'CENTER OF THE Y OF THE ROADS, 34 1/2 FEET NORTHWEST OF THE CENTER LINE
 CZ0751'OF THE MAIN ROAD, 2.4 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1/2
 CZ0751'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0751'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0751
 CZ0751                          STATION RECOVERY (1975)
 CZ0751
 CZ0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0751'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0751'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0751'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0751'BEND. TURN LEFT, THROUGH GATE, THENCE SOUTH-SOUTHWEST ALONG MAIN RD.
 CZ0751'0.15 MI TO RD. FORK. BEAR RIGHT (W.) 2.8 MI TO RD. FORK. 140 FT W. OF
 CZ0751'RD. FORK, 35 FT NW. OF MAIN TRACK RD. SET IN TOP OF CONCRETE POST
 CZ0751'PROJECTING 0.3 FT. NGS DISK STAMPED K 301 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0542 ***********************************************************************
 CG0542  DESIGNATION -  K 302
 CG0542  PID         -  CG0542
 CG0542  STATE/COUNTY-  AZ/PIMA
 CG0542  USGS QUAD   -  WILBUR CANYON (1980)
 CG0542
 CG0542                         *CURRENT SURVEY CONTROL
 CG0542  ___________________________________________________________________
 CG0542* NAD 83(1986)-  31 34 37.     (N)    111 29 54.     (W)     SCALED    
 CG0542* NAVD 88     -      1067.65   (+/-2cm)    3502.8    (feet)  VERTCON   
 CG0542  ___________________________________________________________________
 CG0542  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CG0542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0542
 CG0542.The horizontal coordinates were scaled from a topographic map and have
 CG0542.an estimated accuracy of +/- 6 seconds.
 CG0542
 CG0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0542.The vertical order pertains to the NGVD 29 superseded value.
 CG0542
 CG0542.The geoid height was determined by GEOID03.
 CG0542
 CG0542;                    North         East    Units  Estimated Accuracy
 CG0542;SPC AZ C     -    64,040.      253,070.      MT  (+/- 180 meters Scaled)
 CG0542
 CG0542                          SUPERSEDED SURVEY CONTROL
 CG0542
 CG0542  NGVD 29 (??/??/92) 1066.856  (m)         3500.18   (f) ADJ UNCH    2 0
 CG0542
 CG0542.Superseded values are not recommended for survey control.
 CG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0542.See file dsdata.txt to determine how the superseded data were derived.
 CG0542
 CG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV527936(NAD 83)
 CG0542_MARKER: DB = BENCH MARK DISK
 CG0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0542_STAMPING: K 302 1951
 CG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0542+STABILITY: SURFACE MOTION
 CG0542
 CG0542  HISTORY     - Date     Condition        Report By
 CG0542  HISTORY     - 1951     MONUMENTED       CGS
 CG0542  HISTORY     - 1977     GOOD             USGS
 CG0542
 CG0542                          STATION DESCRIPTION
 CG0542
 CG0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0542'8.55 MI NE FROM SASABE.
 CG0542'6.05 MILE NORTH ALONG THE THREE POINT-SASABE ROAD FROM THE SCHOOL
 CG0542'HOUSE AT SASBE TO A T JUNCTION OF A ROAD LEADING EAST TO GILLS RANCH,
 CG0542'THENCE 2.5 MILES ALONG A DIRT ROAD ACROSS THE BRIDGE TO THE RANCH,
 CG0542'TAKE ROAD TO THE LEFT AND THRU THE CATTLE GUARD IN THE NORTHSOUTH
 CG0542'FENCE, THENCE LEFT ROAD UP HILL IN AN EASTERLY DIRECTION, 0.35 MILE
 CG0542'SOUTHWEST OF A WOODEN GATE AND FENCE LINE LEADING NORTHWEST AND
 CG0542'SOUTHEAST, 21 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 CG0542'WEST OF THE WITNESS POST, AND ABOUT SET IN THE TOP OF A CONCRETE POST
 CG0542'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0542
 CG0542                          STATION RECOVERY (1977)
 CG0542
 CG0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0542'SASABE, 6.05 MI N. OF ALONG STATE HWY. 286 FROM SCHOOLHOUSE TO T-RD.,
 CG0542'THENCE 2.5 MI ALONG DIRT RD. ACROSS BRIDGE, TAKE RD. TO LEFT AND
 CG0542'THROUGH CATTLE GUARD IN NORTH-SOUTH FENCE, THENCE TAKE RD. UPHILL IN
 CG0542'EASTERLY DIRECTION, 0.35 MI SW. OF WOODEN GATE AND FENCE LINE LEADING
 CG0542'NORTHWEST AND SOUTHEAST. 21 FT S. OF CENTERLINE OF TRACK RD., 2.3 FT
 CG0542'W. OF WITNESS POST ABOUT 1/2 FT HIGHER THAN RD. SET IN CONCRETE POST
 CG0542'PROJECTING 0.5 FT ABOVE GROUND. STANDARD DISK STAMPED K 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0410 ***********************************************************************
 CZ0410  DESIGNATION -  K 303
 CZ0410  PID         -  CZ0410
 CZ0410  STATE/COUNTY-  AZ/PINAL
 CZ0410  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0410
 CZ0410                         *CURRENT SURVEY CONTROL
 CZ0410  ___________________________________________________________________
 CZ0410* NAD 83(1986)-  32 33 05.     (N)    111 26 46.     (W)     SCALED    
 CZ0410* NAVD 88     -       540.46   (+/-2cm)    1773.2    (feet)  VERTCON   
 CZ0410  ___________________________________________________________________
 CZ0410  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0410
 CZ0410.The horizontal coordinates were scaled from a topographic map and have
 CZ0410.an estimated accuracy of +/- 6 seconds.
 CZ0410
 CZ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0410.The vertical order pertains to the NGVD 29 superseded value.
 CZ0410
 CZ0410.The geoid height was determined by GEOID03.
 CZ0410
 CZ0410;                    North         East    Units  Estimated Accuracy
 CZ0410;SPC AZ C     -   172,100.      257,550.      MT  (+/- 180 meters Scaled)
 CZ0410
 CZ0410                          SUPERSEDED SURVEY CONTROL
 CZ0410
 CZ0410  NGVD 29 (??/??/92)  539.975  (m)         1771.57   (f) ADJ UNCH    2 0
 CZ0410
 CZ0410.Superseded values are not recommended for survey control.
 CZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0410.See file dsdata.txt to determine how the superseded data were derived.
 CZ0410
 CZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB581016(NAD 83)
 CZ0410_MARKER: DB = BENCH MARK DISK
 CZ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0410_STAMPING: K 303 1951
 CZ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0410+STABILITY: SURFACE MOTION
 CZ0410
 CZ0410  HISTORY     - Date     Condition        Report By
 CZ0410  HISTORY     - 1951     MONUMENTED       CGS
 CZ0410  HISTORY     - 1977     GOOD             USGS
 CZ0410
 CZ0410                          STATION DESCRIPTION
 CZ0410
 CZ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0410'8.3 MI W FROM RED ROCK.
 CZ0410'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0410'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ0410'GRADED ROAD, THENCE 1.7 MILES NORTHWEST ALONG A GRADED ROAD, 0.7 MILE
 CZ0410'NORTHWEST OF A Y JUNCTION WITH A GRADED ROAD LEADING WEST, 0.5 MILE
 CZ0410'SOUTHEAST OF A SMALL RANCH HOUSE OWNED BY LA OSA LIVESTOCK CO. AT A T
 CZ0410'IN A FENCE LINE AND DIRECTLY IN LINE WITH THE PROLONGATION OF THE
 CZ0410'FENCE LINE LEADING NORTH, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0410'ROAD, 1.4 FEET SOUTHWEST OF THE FENCE, 2.2 FEET NORTHWEST OF THE
 CZ0410'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN A
 CZ0410'CONCRETE POST PROJECTING 0.6 FOOT.
 CZ0410
 CZ0410                          STATION RECOVERY (1977)
 CZ0410
 CZ0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0410'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD) FROM FORMER SPRR
 CZ0410'STATION, AT RED ROCK, THENCE 6.5 MI SW. ALONG SASCO RD. THENCE 1.7 MI
 CZ0410'NW. 0.7 MI NW. OF Y-JCT. WITH RD. W. 25 SE. OF DRAIN CROSSING RD., 20
 CZ0410'FT NE. OF CENTERLINE OF RD. 1.4 FT SW. OF FENCE, ABOUT 1 FT HIGHER
 CZ0410'THAN RD. IN CONCRETE POST PROJECTING 0.6 FT. NGS DISK STAMPED K 303
 CZ0410'1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0474 ***********************************************************************
 CG0474  DESIGNATION -  K 305
 CG0474  PID         -  CG0474
 CG0474  STATE/COUNTY-  AZ/PIMA
 CG0474  USGS QUAD   -  PENITAS HILLS (1979)
 CG0474
 CG0474                         *CURRENT SURVEY CONTROL
 CG0474  ___________________________________________________________________
 CG0474* NAD 83(1986)-  31 49 01.     (N)    111 20 16.     (W)     SCALED    
 CG0474* NAVD 88     -      1016.47   (+/-2cm)    3334.9    (feet)  VERTCON   
 CG0474  ___________________________________________________________________
 CG0474  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CG0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0474
 CG0474.The horizontal coordinates were scaled from a topographic map and have
 CG0474.an estimated accuracy of +/- 6 seconds.
 CG0474
 CG0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0474.The vertical order pertains to the NGVD 29 superseded value.
 CG0474
 CG0474.The geoid height was determined by GEOID03.
 CG0474
 CG0474;                    North         East    Units  Estimated Accuracy
 CG0474;SPC AZ C     -    90,720.      268,160.      MT  (+/- 180 meters Scaled)
 CG0474
 CG0474                          SUPERSEDED SURVEY CONTROL
 CG0474
 CG0474  NGVD 29 (??/??/92) 1015.708  (m)         3332.37   (f) ADJ UNCH    2 0
 CG0474
 CG0474.Superseded values are not recommended for survey control.
 CG0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0474.See file dsdata.txt to determine how the superseded data were derived.
 CG0474
 CG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA680201(NAD 83)
 CG0474_MARKER: DB = BENCH MARK DISK
 CG0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0474_STAMPING: K 305 1951
 CG0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0474+STABILITY: SURFACE MOTION
 CG0474
 CG0474  HISTORY     - Date     Condition        Report By
 CG0474  HISTORY     - 1951     MONUMENTED       CGS
 CG0474  HISTORY     - 1952     GOOD             NGS
 CG0474
 CG0474                          STATION DESCRIPTION
 CG0474
 CG0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0474'21.8 MI SE FROM THREE POINTS.
 CG0474'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0474'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG THE SASABE ROAD, THENCE
 CG0474'4.4 MILES EAST ALONG A TRACK ROAD, 0.8 MILE EAST OF A WIRE GATE ACROSS
 CG0474'THE ROAD, 0.75 MILE WEST OF A T JUNCTION OF A TRACK ROAD LEADING
 CG0474'NORTH, 0.4 MILE EAST OF A Y JUNCTION OF A TRACK ROAD LEADING
 CG0474'SOUTHEAST, 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET WEST
 CG0474'OF A WITNESS POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0474'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0678 ***********************************************************************
 CG0678  DESIGNATION -  K 306
 CG0678  PID         -  CG0678
 CG0678  STATE/COUNTY-  AZ/PIMA
 CG0678  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0678
 CG0678                         *CURRENT SURVEY CONTROL
 CG0678  ___________________________________________________________________
 CG0678* NAD 83(1986)-  31 43 10.     (N)    111 39 55.     (W)     SCALED    
 CG0678* NAVD 88     -      1031.12   (+/-2cm)    3382.9    (feet)  VERTCON   
 CG0678  ___________________________________________________________________
 CG0678  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0678
 CG0678.The horizontal coordinates were scaled from a topographic map and have
 CG0678.an estimated accuracy of +/- 6 seconds.
 CG0678
 CG0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0678.The vertical order pertains to the NGVD 29 superseded value.
 CG0678
 CG0678.The geoid height was determined by GEOID03.
 CG0678
 CG0678;                    North         East    Units  Estimated Accuracy
 CG0678;SPC AZ C     -    79,790.      237,180.      MT  (+/- 180 meters Scaled)
 CG0678
 CG0678                          SUPERSEDED SURVEY CONTROL
 CG0678
 CG0678  NGVD 29 (??/??/92) 1030.328  (m)         3380.33   (f) ADJ UNCH    2 0
 CG0678
 CG0678.Superseded values are not recommended for survey control.
 CG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0678.See file dsdata.txt to determine how the superseded data were derived.
 CG0678
 CG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA369095(NAD 83)
 CG0678_MARKER: DB = BENCH MARK DISK
 CG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0678_STAMPING: K 306 1952
 CG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0678+STABILITY: SURFACE MOTION
 CG0678
 CG0678  HISTORY     - Date     Condition        Report By
 CG0678  HISTORY     - 1952     MONUMENTED       CGS
 CG0678  HISTORY     - 1977     GOOD             USGS
 CG0678
 CG0678                          STATION DESCRIPTION
 CG0678
 CG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0678'16.05 MI SE FROM TOPAWA.
 CG0678'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0678'TOPAWA, THENCE 7.15 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0678'KEEP TO THE LEFT AT A Y JUNCTION AND GO TO THE RIGHT AT THE Y JUNCTION
 CG0678'LEADING SOUTH TO BEAR WELLS, 0.2 MILE WEST OF THE Y JUNCTION OF A ROAD
 CG0678'LEADING EAST TO BEAR CANYON SOUTH RIDGE TRAIL, 36 1/2 FEET NORTH OF
 CG0678'THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT
 CG0678'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0678'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0678
 CG0678                          STATION RECOVERY (1977)
 CG0678
 CG0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0678'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0678'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0378 ***********************************************************************
 DA0378  DESIGNATION -  K 307
 DA0378  PID         -  DA0378
 DA0378  STATE/COUNTY-  AZ/PIMA
 DA0378  USGS QUAD   -  AJO SOUTH (1990)
 DA0378
 DA0378                         *CURRENT SURVEY CONTROL
 DA0378  ___________________________________________________________________
 DA0378* NAD 83(1986)-  32 17 17.     (N)    112 51 29.     (W)     SCALED    
 DA0378* NAVD 88     -       527.88   (+/-2cm)    1731.9    (feet)  VERTCON   
 DA0378  ___________________________________________________________________
 DA0378  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0378
 DA0378.The horizontal coordinates were scaled from a topographic map and have
 DA0378.an estimated accuracy of +/- 6 seconds.
 DA0378
 DA0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0378.The vertical order pertains to the NGVD 29 superseded value.
 DA0378
 DA0378.The geoid height was determined by GEOID03.
 DA0378
 DA0378;                    North         East    Units  Estimated Accuracy
 DA0378;SPC AZ C     -   143,200.      124,690.      MT  (+/- 180 meters Scaled)
 DA0378
 DA0378                          SUPERSEDED SURVEY CONTROL
 DA0378
 DA0378  NGVD 29 (??/??/92)  527.172  (m)         1729.56   (f) ADJ UNCH    2 0
 DA0378
 DA0378.Superseded values are not recommended for survey control.
 DA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0378.See file dsdata.txt to determine how the superseded data were derived.
 DA0378
 DA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA250738(NAD 83)
 DA0378_MARKER: DB = BENCH MARK DISK
 DA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0378_STAMPING: K 307 1952
 DA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0378+STABILITY: SURFACE MOTION
 DA0378
 DA0378  HISTORY     - Date     Condition        Report By
 DA0378  HISTORY     - 1952     MONUMENTED       CGS
 DA0378
 DA0378                          STATION DESCRIPTION
 DA0378
 DA0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0378'7.85 MI S FROM AJO.
 DA0378'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0378'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0378'HIGHWAY 86 TO JUNCTION OF DARBY WELL ROAD, THENCE 5.8 MILES SOUTHWEST
 DA0378'AND SOUTH ALONG DARBY WELL ROAD LEADING TO BATES WELL, AT A SLIGHT
 DA0378'CURVE IN THE ROAD AND JUNCTION OF DIM ROAD LEADING SOUTHSOUTHEAST, 30
 DA0378'FEET EAST OF THE CENTERLINE OF MAIN ROAD, 12 1/2 FEET NORTHEAST OF THE
 DA0378'CENTERLINE OF DIM ROAD LEADING SOUTHSOUTHEAST, 2.1 FEET NORTH OF THE
 DA0378'WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, AND
 DA0378'ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0095 ***********************************************************************
 CH0095  DESIGNATION -  K 308
 CH0095  PID         -  CH0095
 CH0095  STATE/COUNTY-  AZ/PIMA
 CH0095  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0095
 CH0095                         *CURRENT SURVEY CONTROL
 CH0095  ___________________________________________________________________
 CH0095* NAD 83(1986)-  31 54 25.     (N)    112 54 11.     (W)     SCALED    
 CH0095* NAVD 88     -       396.30   (+/-2cm)    1300.2    (feet)  VERTCON   
 CH0095  ___________________________________________________________________
 CH0095  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 CH0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0095
 CH0095.The horizontal coordinates were scaled from a topographic map and have
 CH0095.an estimated accuracy of +/- 6 seconds.
 CH0095
 CH0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0095.The vertical order pertains to the NGVD 29 superseded value.
 CH0095
 CH0095.The geoid height was determined by GEOID03.
 CH0095
 CH0095;                    North         East    Units  Estimated Accuracy
 CH0095;SPC AZ C     -   100,970.      120,070.      MT  (+/- 180 meters Scaled)
 CH0095
 CH0095                          SUPERSEDED SURVEY CONTROL
 CH0095
 CH0095  NGVD 29 (??/??/92)  395.570  (m)         1297.80   (f) ADJ UNCH    2 0
 CH0095
 CH0095.Superseded values are not recommended for survey control.
 CH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0095.See file dsdata.txt to determine how the superseded data were derived.
 CH0095
 CH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA200317(NAD 83)
 CH0095_MARKER: DB = BENCH MARK DISK
 CH0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0095_STAMPING: K 308 1952
 CH0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0095+STABILITY: SURFACE MOTION
 CH0095
 CH0095  HISTORY     - Date     Condition        Report By
 CH0095  HISTORY     - 1952     MONUMENTED       CGS
 CH0095
 CH0095                          STATION DESCRIPTION
 CH0095
 CH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0095'7.45 MI NW FROM LUKEVILLE.
 CH0095'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0095'LUKEVILLE TO JUNCTION, THENCE 6.5 MILES WEST ALONG THE QUITOVOQUITO
 CH0095'ROAD, 151 FEET NORTHEAST AND ACROSS THE ROAD FROM THE U. S. - MEXICAN
 CH0095'FENCE LINE, 39 FEET NORTHEAST OF THE CENTERLINE OF ROAD, 38 FEET WEST
 CH0095'OF THE WEST EDGE OF THE BANK OF THE WASH, 2.4 FEET SOUTH OF THE
 CH0095'WITNESS POST, CONCRETE POST PROJECTING 0.2 FOOT AND ABOUT LEVEL WITH
 CH0095'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0415 ***********************************************************************
 DA0415  DESIGNATION -  K 309
 DA0415  PID         -  DA0415
 DA0415  STATE/COUNTY-  AZ/PIMA
 DA0415  USGS QUAD   -  ARMENTA WELL (1990)
 DA0415
 DA0415                         *CURRENT SURVEY CONTROL
 DA0415  ___________________________________________________________________
 DA0415* NAD 83(1986)-  32 08 30.     (N)    112 45 29.     (W)     SCALED    
 DA0415* NAVD 88     -       561.440  (meters)    1841.99   (feet)  ADJUSTED  
 DA0415  ___________________________________________________________________
 DA0415  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DA0415  DYNAMIC HT  -         560.705 (meters)    1839.58  (feet)  COMP
 DA0415  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 DA0415
 DA0415  VERT ORDER  -  FIRST     CLASS II
 DA0415
 DA0415.The horizontal coordinates were scaled from a topographic map and have
 DA0415.an estimated accuracy of +/- 6 seconds.
 DA0415
 DA0415.The orthometric height was determined by differential leveling
 DA0415.and adjusted in June 1991.
 DA0415
 DA0415.The geoid height was determined by GEOID03.
 DA0415
 DA0415.The dynamic height is computed by dividing the NAVD 88
 DA0415.geopotential number by the normal gravity value computed on the
 DA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0415.degrees latitude (g = 980.6199 gals.).
 DA0415
 DA0415.The modeled gravity was interpolated from observed gravity values.
 DA0415
 DA0415;                    North         East    Units  Estimated Accuracy
 DA0415;SPC AZ C     -   126,890.      133,980.      MT  (+/- 180 meters Scaled)
 DA0415
 DA0415                          SUPERSEDED SURVEY CONTROL
 DA0415
 DA0415  NGVD 29 (??/??/92)  560.710  (m)         1839.60   (f) ADJ UNCH    1 2
 DA0415
 DA0415.Superseded values are not recommended for survey control.
 DA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0415.See file dsdata.txt to determine how the superseded data were derived.
 DA0415
 DA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA341574(NAD 83)
 DA0415_MARKER: DB = BENCH MARK DISK
 DA0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0415_STAMPING: K 309 1952
 DA0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0415+STABILITY: SURFACE MOTION
 DA0415
 DA0415  HISTORY     - Date     Condition        Report By
 DA0415  HISTORY     - 1952     MONUMENTED       CGS
 DA0415  HISTORY     - 1953     GOOD             NGS
 DA0415  HISTORY     - 1981     GOOD             NGS
 DA0415
 DA0415                          STATION DESCRIPTION
 DA0415
 DA0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0415'20.4 MI SE FROM AJO.
 DA0415'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0415'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0415'HIGHWAY 86, THENCE 9.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY,
 DA0415'THENCE 0.5 MILE EAST ALONG A TRACK ROAD, 70 1/2 FEET SOUTHWEST OF THE
 DA0415'CENTER OF A SMALL WASH, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DA0415'2.1 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 DA0415'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DA0415'GROUND.
 DA0415
 DA0415                          STATION RECOVERY (1981)
 DA0415
 DA0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0481 ***********************************************************************
 ES0481  DESIGNATION -  K 31
 ES0481  PID         -  ES0481
 ES0481  STATE/COUNTY-  AZ/YAVAPAI
 ES0481  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0481
 ES0481                         *CURRENT SURVEY CONTROL
 ES0481  ___________________________________________________________________
 ES0481* NAD 83(1986)-  34 46 56.     (N)    111 55 35.     (W)     SCALED    
 ES0481* NAVD 88     -      1105.072  (meters)    3625.56   (feet)  ADJUSTED  
 ES0481  ___________________________________________________________________
 ES0481  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 ES0481  DYNAMIC HT  -        1103.674 (meters)    3620.97  (feet)  COMP
 ES0481  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 ES0481
 ES0481  VERT ORDER  -  FIRST     CLASS II
 ES0481
 ES0481.The horizontal coordinates were scaled from a topographic map and have
 ES0481.an estimated accuracy of +/- 6 seconds.
 ES0481
 ES0481.The orthometric height was determined by differential leveling
 ES0481.and adjusted in June 1991.
 ES0481
 ES0481.The geoid height was determined by GEOID03.
 ES0481
 ES0481.The dynamic height is computed by dividing the NAVD 88
 ES0481.geopotential number by the normal gravity value computed on the
 ES0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0481.degrees latitude (g = 980.6199 gals.).
 ES0481
 ES0481.The modeled gravity was interpolated from observed gravity values.
 ES0481
 ES0481;                    North         East    Units  Estimated Accuracy
 ES0481;SPC AZ C     -   419,420.      212,470.      MT  (+/- 180 meters Scaled)
 ES0481
 ES0481                          SUPERSEDED SURVEY CONTROL
 ES0481
 ES0481  NGVD 29 (??/??/92) 1104.296  (m)         3623.01   (f) ADJ UNCH    1 2
 ES0481
 ES0481.Superseded values are not recommended for survey control.
 ES0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0481.See file dsdata.txt to determine how the superseded data were derived.
 ES0481
 ES0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD152492(NAD 83)
 ES0481_MARKER: DB = BENCH MARK DISK
 ES0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0481+STABILITY: SURFACE MOTION
 ES0481
 ES0481  HISTORY     - Date     Condition        Report By
 ES0481  HISTORY     - UNK      MONUMENTED       CGS
 ES0481  HISTORY     - 1933     GOOD             NGS
 ES0481  HISTORY     - 20051005 MARK NOT FOUND   NGS
 ES0481
 ES0481                          STATION DESCRIPTION
 ES0481
 ES0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0481'9.7 MI E FROM COTTONWOOD.
 ES0481'CONCRETE POST, AT SIDE OF HIGHWAY, 6.1 MILES NORTHEAST OF VERDE RIVER
 ES0481'HIGHWAY BRIDGE, 0.5 MILES NORTH OF NORMAN FAIN RANCH, 600 FEET WEST OF
 ES0481'A DRY CREEK, AT HIGHWAY ENGINEERS STATION 473+75, 70 FEET WEST OF
 ES0481'HIGHWAY CENTER-LINE.
 ES0481
 ES0481                          STATION RECOVERY (2005)
 ES0481
 ES0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0482 ***********************************************************************
 ES0482  DESIGNATION -  K 31 RESET
 ES0482  PID         -  ES0482
 ES0482  STATE/COUNTY-  AZ/YAVAPAI
 ES0482  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0482
 ES0482                         *CURRENT SURVEY CONTROL
 ES0482  ___________________________________________________________________
 ES0482* NAD 83(2007)-  34 46 55.49094(N)    111 55 34.93629(W)     ADJUSTED  
 ES0482* NAVD 88     -      1106.761  (meters)    3631.10   (feet)  ADJUSTED  
 ES0482  ___________________________________________________________________
 ES0482  EPOCH DATE  -        2007.00
 ES0482  X           -  -1,958,614.349 (meters)                     COMP
 ES0482  Y           -  -4,865,733.768 (meters)                     COMP
 ES0482  Z           -   3,618,653.992 (meters)                     COMP
 ES0482  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 ES0482  ELLIP HEIGHT-        1081.473 (meters)          (02/10/07) ADJUSTED
 ES0482  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 ES0482  DYNAMIC HT  -        1105.361 (meters)    3626.51  (feet)  COMP
 ES0482
 ES0482  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0482  Type    PID    Designation                      North   East  Ellip
 ES0482  -------------------------------------------------------------------
 ES0482  NETWORK ES0482 K 31 RESET                        0.98   0.82   2.88
 ES0482  -------------------------------------------------------------------
 ES0482  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 ES0482
 ES0482  VERT ORDER  -  FIRST     CLASS II
 ES0482
 ES0482.The horizontal coordinates were established by GPS observations
 ES0482.and adjusted by the National Geodetic Survey in February 2007.
 ES0482
 ES0482.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0482.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0482.The horizontal coordinates are valid at the epoch date displayed above.
 ES0482.The epoch date for horizontal control is a decimal equivalence
 ES0482.of Year/Month/Day.
 ES0482
 ES0482.The orthometric height was determined by differential leveling
 ES0482.and adjusted in June 1991.
 ES0482
 ES0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0482
 ES0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0482
 ES0482.The ellipsoidal height was determined by GPS observations
 ES0482.and is referenced to NAD 83.
 ES0482
 ES0482.The geoid height was determined by GEOID03.
 ES0482
 ES0482.The dynamic height is computed by dividing the NAVD 88
 ES0482.geopotential number by the normal gravity value computed on the
 ES0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0482.degrees latitude (g = 980.6199 gals.).
 ES0482
 ES0482.The modeled gravity was interpolated from observed gravity values.
 ES0482
 ES0482;                    North         East     Units Scale Factor Converg.
 ES0482;SPC AZ C     -   419,401.032   212,471.838   MT  0.99990001   -0 00 19.9
 ES0482;SPC AZ C     - 1,375,987.64    697,086.08   iFT  0.99990001   -0 00 19.9
 ES0482;UTM  12      - 3,849,267.982   415,242.296   MT  0.99968854   -0 31 42.6
 ES0482
 ES0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0482!SPC AZ C     -   0.99983027  x   0.99990001  =   0.99973030
 ES0482!UTM  12      -   0.99983027  x   0.99968854  =   0.99951886
 ES0482
 ES0482                          SUPERSEDED SURVEY CONTROL
 ES0482
 ES0482  NAD 83(1992)-  34 46 55.49044(N)    111 55 34.93588(W) AD(       ) A
 ES0482  ELLIP H (05/31/05) 1081.476  (m)                       GP(       ) 4 2
 ES0482  NAVD 88 (05/31/05) 1106.76   (m)         3631.1    (f) LEVELING    3  
 ES0482  NGVD 29 (??/??/??) 1105.99   (m)         3628.6    (f) RESET       3  
 ES0482
 ES0482.Superseded values are not recommended for survey control.
 ES0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0482.See file dsdata.txt to determine how the superseded data were derived.
 ES0482
 ES0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1524249268(NAD 83)
 ES0482_MARKER: DB = BENCH MARK DISK
 ES0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0482_STAMPING: K 31 RESET 1935
 ES0482_MARK LOGO: CGS   
 ES0482_PROJECTION: PROJECTING 18 CENTIMETERS
 ES0482_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0482+STABILITY: SURFACE MOTION
 ES0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0482+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2007
 ES0482
 ES0482  HISTORY     - Date     Condition        Report By
 ES0482  HISTORY     - 1935     MONUMENTED       BPR
 ES0482  HISTORY     - 1982     GOOD             NGS
 ES0482  HISTORY     - 20031215 GOOD             SHEPH
 ES0482  HISTORY     - 20051005 GOOD             NGS
 ES0482  HISTORY     - 20070701 GOOD             INDIV
 ES0482
 ES0482                          STATION DESCRIPTION
 ES0482
 ES0482'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1935
 ES0482'9.6 MI E FROM COTTONWOOD.
 ES0482'ABOUT 9.6 MILES EAST ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 ES0482'COTTONWOOD, YAVAPAI COUNTY, ABOUT 6.1 MILES NORTHEAST OF THE BRIDGE
 ES0482'OVER VERDE RIVER, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF A ROAD
 ES0482'LEADING TO THE NORMAN FAIN RANCH, ON A GRASSY SLOPE ABOUT 0.1 MILE
 ES0482'NORTH OF A DIP, AT SURVEY STATION 473+33, AND ABOUT 140 FEET WEST OF
 ES0482'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 31 RESET
 ES0482'1935 AND SET IN THE TOP OF A CONCRETE POST.
 ES0482
 ES0482                          STATION RECOVERY (1982)
 ES0482
 ES0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0482'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0482'10.0 KM (6.2 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0482'JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, 0.3 KM (0.2 MI) SOUTHWEST
 ES0482'OF A BRIDGE OVER SPRING CREEK ON THE SOUTH SLOPE OF A HILL, 45.1
 ES0482'METERS (148 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 22.2 METERS (73
 ES0482'FT) NORTHWEST OF A FENCE, 48.7 METERS (160 FT) WEST OF A BRACED FENCE
 ES0482'POST.
 ES0482'THE MARK IS 2.0 METERS  SE FROM A WITNESS POST.
 ES0482'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0482
 ES0482                          STATION RECOVERY (2003)
 ES0482
 ES0482'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003 (MLD)
 ES0482'RECOVERY NOTE BY SHEPHARD-WESNITZER, DEC 2003 (MLD) RECOVERED IN GOOD
 ES0482'CONDITION. A NEW DESCRIPTION FOLLOWS. TO REACH THE STATION FROM THE
 ES0482'INTERSECTION OF STATE HIGHWAY 260 AND STATE HIGHWAY 89A IN COTTONWOOD,
 ES0482'GO NORTHEAST ON HIGHWAY 89A 10.2 KM (6.3 MI) TO THE STATION ON THE
 ES0482'NORTHWEST EDGE OF THE RIGHT-OF-WAY.
 ES0482' 
 ES0482'THE STATION IS 1.6 KM (1.0 MI) SOUTH OF THE INTERSECTION OF STATE
 ES0482'HIGHWAY 89A AND PAGE SPRINGS ROAD AND 0.2 KM (0.15 MI) SOUTH OF THE
 ES0482'SOUTH END OF THE BRIDGE OVER SPRING CREEK.  THE STATION IS 18 M (60
 ES0482'FT) NORTHWEST OF THE EDGE OF PAVEMENT, 3 M (10 FT) INSIDE THE
 ES0482'RIGHT-OF-WAY FENCE, AND 3 M (10 FT) FROM A CARSONITE WITNESS POST.
 ES0482'THE STATION IS A BRASS DISK SET IN A 25X25X25 CM (10X10X10 IN)
 ES0482'CONCRETE MONUMENT.
 ES0482
 ES0482                          STATION RECOVERY (2005)
 ES0482
 ES0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0482'RECOVERED IN GOOD CONDITION.
 ES0482
 ES0482                          STATION RECOVERY (2007)
 ES0482
 ES0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJM)
 ES0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1268 ***********************************************************************
 CZ1268  DESIGNATION -  K 310
 CZ1268  PID         -  CZ1268
 CZ1268  STATE/COUNTY-  AZ/PINAL
 CZ1268  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1268
 CZ1268                         *CURRENT SURVEY CONTROL
 CZ1268  ___________________________________________________________________
 CZ1268* NAD 83(1986)-  32 31 38.     (N)    111 48 42.     (W)     SCALED    
 CZ1268* NAVD 88     -       495.01   (+/-2cm)    1624.0    (feet)  VERTCON   
 CZ1268  ___________________________________________________________________
 CZ1268  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1268
 CZ1268.The horizontal coordinates were scaled from a topographic map and have
 CZ1268.an estimated accuracy of +/- 6 seconds.
 CZ1268
 CZ1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1268.The vertical order pertains to the NGVD 29 superseded value.
 CZ1268
 CZ1268.The geoid height was determined by GEOID03.
 CZ1268
 CZ1268;                    North         East    Units  Estimated Accuracy
 CZ1268;SPC AZ C     -   169,330.      223,220.      MT  (+/- 180 meters Scaled)
 CZ1268
 CZ1268                          SUPERSEDED SURVEY CONTROL
 CZ1268
 CZ1268  NGVD 29 (??/??/92)  494.445  (m)         1622.19   (f) ADJ UNCH    2 0
 CZ1268
 CZ1268.Superseded values are not recommended for survey control.
 CZ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1268.See file dsdata.txt to determine how the superseded data were derived.
 CZ1268
 CZ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA237991(NAD 83)
 CZ1268_MARKER: DB = BENCH MARK DISK
 CZ1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1268_STAMPING: K 310 1952
 CZ1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1268+STABILITY: SURFACE MOTION
 CZ1268
 CZ1268  HISTORY     - Date     Condition        Report By
 CZ1268  HISTORY     - 1952     MONUMENTED       CGS
 CZ1268
 CZ1268                          STATION DESCRIPTION
 CZ1268
 CZ1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1268'8.4 MI SE FROM JACKRABBIT.
 CZ1268'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1268'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 8.0 MILES EAST AND
 CZ1268'SOUTHEAST ALONG A TRACK ROAD, AT THE CROSSING OF A SMALL GRAVEL
 CZ1268'COVERED CLEARING, 30 FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL
 CZ1268'WITH THE ROAD, 2.4 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF
 CZ1268'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0920 ***********************************************************************
 CZ0920  DESIGNATION -  K 311
 CZ0920  PID         -  CZ0920
 CZ0920  STATE/COUNTY-  AZ/PIMA
 CZ0920  USGS QUAD   -  QUEENS WELL (1989)
 CZ0920
 CZ0920                         *CURRENT SURVEY CONTROL
 CZ0920  ___________________________________________________________________
 CZ0920* NAD 83(1986)-  32 20 49.     (N)    111 43 17.     (W)     SCALED    
 CZ0920* NAVD 88     -       570.92   (+/-2cm)    1873.1    (feet)  VERTCON   
 CZ0920  ___________________________________________________________________
 CZ0920  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ0920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0920
 CZ0920.The horizontal coordinates were scaled from a topographic map and have
 CZ0920.an estimated accuracy of +/- 6 seconds.
 CZ0920
 CZ0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0920.The vertical order pertains to the NGVD 29 superseded value.
 CZ0920
 CZ0920.The geoid height was determined by GEOID03.
 CZ0920
 CZ0920;                    North         East    Units  Estimated Accuracy
 CZ0920;SPC AZ C     -   149,350.      231,740.      MT  (+/- 180 meters Scaled)
 CZ0920
 CZ0920                          SUPERSEDED SURVEY CONTROL
 CZ0920
 CZ0920  NGVD 29 (??/??/92)  570.340  (m)         1871.19   (f) ADJ UNCH    2 0
 CZ0920
 CZ0920.Superseded values are not recommended for survey control.
 CZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0920.See file dsdata.txt to determine how the superseded data were derived.
 CZ0920
 CZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA321791(NAD 83)
 CZ0920_MARKER: DB = BENCH MARK DISK
 CZ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0920_STAMPING: K 311 1952
 CZ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0920+STABILITY: SURFACE MOTION
 CZ0920
 CZ0920  HISTORY     - Date     Condition        Report By
 CZ0920  HISTORY     - 1952     MONUMENTED       CGS
 CZ0920
 CZ0920                          STATION DESCRIPTION
 CZ0920
 CZ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0920'12.25 MI SW FROM SILVER BELL CEMETERY.
 CZ0920'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0920'THENCE 9.55 MILES SOUTHWEST ALONG A DIM TRACK ROAD, 0.3 MILE SOUTHWEST
 CZ0920'OF THE CROSSING OF A 150 FEET WIDE WASH, AND ABOUT 45 YARDS SOUTHWEST
 CZ0920'OF THE NORTHEAST EDGE OF A LARGE, OPEN CLEARING, ON THE NORTHWEST SIDE
 CZ0920'OF A 2 FOOT HIGH GRAVEL MOUND, 42 FEET SOUTHEAST OF THE CENTER LINE OF
 CZ0920'AND ABOUT LEVEL WITH THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND
 CZ0920'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0429 ***********************************************************************
 ES0429  DESIGNATION -  K 312
 ES0429  PID         -  ES0429
 ES0429  STATE/COUNTY-  AZ/YAVAPAI
 ES0429  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0429
 ES0429                         *CURRENT SURVEY CONTROL
 ES0429  ___________________________________________________________________
 ES0429* NAD 83(1986)-  34 12 31.     (N)    111 56 49.     (W)     SCALED    
 ES0429* NAVD 88     -      1308.30   (+/-2cm)    4292.3    (feet)  VERTCON   
 ES0429  ___________________________________________________________________
 ES0429  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 ES0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0429
 ES0429.The horizontal coordinates were scaled from a topographic map and have
 ES0429.an estimated accuracy of +/- 6 seconds.
 ES0429
 ES0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0429.The vertical order pertains to the NGVD 29 superseded value.
 ES0429
 ES0429.The geoid height was determined by GEOID03.
 ES0429
 ES0429;                    North         East    Units  Estimated Accuracy
 ES0429;SPC AZ C     -   355,790.      210,570.      MT  (+/- 180 meters Scaled)
 ES0429
 ES0429                          SUPERSEDED SURVEY CONTROL
 ES0429
 ES0429  NGVD 29 (??/??/92) 1307.575  (m)         4289.94   (f) ADJ UNCH    2 0
 ES0429
 ES0429.Superseded values are not recommended for survey control.
 ES0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0429.See file dsdata.txt to determine how the superseded data were derived.
 ES0429
 ES0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC127856(NAD 83)
 ES0429_MARKER: DB = BENCH MARK DISK
 ES0429_SETTING: 66 = SET IN ROCK OUTCROP
 ES0429_SP_SET: GRANITE OUTCROP
 ES0429_STAMPING: K 312 1952
 ES0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0429+STABILITY: POSITION/ELEVATION WELL
 ES0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0429+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 ES0429
 ES0429  HISTORY     - Date     Condition        Report By
 ES0429  HISTORY     - 1952     MONUMENTED       CGS
 ES0429  HISTORY     - 20080428 GOOD             GEOCAC
 ES0429
 ES0429                          STATION DESCRIPTION
 ES0429
 ES0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0429'17.9 MI SE FROM CORDES.
 ES0429'17.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0429'CORDES, ABOUT 150 YARDS NORTH OF A LARGE CORRUGATED TIN BUILDING, AT
 ES0429'THE COPPER QUEEN MINE, ON THE TOP OF A STEEP GRADE, ON THE SOUTHWEST
 ES0429'SLOPE OF A GRANITE COVERED HILL, IN TOP OF THE CENTER OF A 2-FOOT BY
 ES0429'3-FOOT GRANITE OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 60 FEET
 ES0429'NORTHEAST OF THE CENTER LINE OF AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 ES0429
 ES0429                          STATION RECOVERY (2008)
 ES0429
 ES0429'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0429'THE CORRUGATED TIN BUILDING NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0014 ***********************************************************************
 CG0014  DESIGNATION -  K 313
 CG0014  PID         -  CG0014
 CG0014  STATE/COUNTY-  AZ/COCHISE
 CG0014  USGS QUAD   -  BENSON (1983)
 CG0014
 CG0014                         *CURRENT SURVEY CONTROL
 CG0014  ___________________________________________________________________
 CG0014* NAD 83(1986)-  31 59 10.     (N)    110 19 30.     (W)     SCALED    
 CG0014* NAVD 88     -      1138.65   (+/-2cm)    3735.7    (feet)  VERTCON   
 CG0014  ___________________________________________________________________
 CG0014  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0014  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0014
 CG0014.The horizontal coordinates were scaled from a topographic map and have
 CG0014.an estimated accuracy of +/- 6 seconds.
 CG0014
 CG0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0014.The vertical order pertains to the NGVD 29 superseded value.
 CG0014
 CG0014.The geoid height was determined by GEOID03.
 CG0014
 CG0014;                    North         East    Units  Estimated Accuracy
 CG0014;SPC AZ E     -   109,340.      198,400.      MT  (+/- 180 meters Scaled)
 CG0014
 CG0014                          SUPERSEDED SURVEY CONTROL
 CG0014
 CG0014  NGVD 29 (??/??/92) 1137.859  (m)         3733.13   (f) ADJ UNCH    1 2
 CG0014
 CG0014.Superseded values are not recommended for survey control.
 CG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0014.See file dsdata.txt to determine how the superseded data were derived.
 CG0014
 CG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA637390(NAD 83)
 CG0014_MARKER: DB = BENCH MARK DISK
 CG0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0014_SP_SET: CULVERT
 CG0014_STAMPING: K 313 1952
 CG0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0014
 CG0014  HISTORY     - Date     Condition        Report By
 CG0014  HISTORY     - 1952     MONUMENTED       CGS
 CG0014
 CG0014                          STATION DESCRIPTION
 CG0014
 CG0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0014'2.5 MI NW FROM BENSON.
 CG0014'2.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0014'THE STATION AT BENSON, 0.25 MILE EAST OF MILEPOLE 1030, 0.2 MILE
 CG0014'NORTHWEST OF A TELEGRAPH LINE CROSSING AT CULVERT NUMBER 1030.25, IN
 CG0014'TOP OF THE SOUTHWEST CONCRETE HEADWALL IN THE SOUTHEAST END, 9.8 FEET
 CG0014'SOUTHWEST OF THE SOUTHWEST RAIL, 1.0 FOOT NORTHWEST OF THE SOUTHEAST
 CG0014'END OF THE HEADWALL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0371 ***********************************************************************
 ES0371  DESIGNATION -  K 314
 ES0371  PID         -  ES0371
 ES0371  STATE/COUNTY-  AZ/YAVAPAI
 ES0371  USGS QUAD   -  TULE MESA (1967)
 ES0371
 ES0371                         *CURRENT SURVEY CONTROL
 ES0371  ___________________________________________________________________
 ES0371* NAD 83(1986)-  34 22 14.     (N)    111 50 51.     (W)     SCALED    
 ES0371* NAVD 88     -      1763.82   (+/-2cm)    5786.8    (feet)  VERTCON   
 ES0371  ___________________________________________________________________
 ES0371  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 ES0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0371
 ES0371.The horizontal coordinates were scaled from a topographic map and have
 ES0371.an estimated accuracy of +/- 6 seconds.
 ES0371
 ES0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0371.The vertical order pertains to the NGVD 29 superseded value.
 ES0371
 ES0371.The geoid height was determined by GEOID03.
 ES0371
 ES0371;                    North         East    Units  Estimated Accuracy
 ES0371;SPC AZ C     -   373,760.      219,720.      MT  (+/- 180 meters Scaled)
 ES0371
 ES0371                          SUPERSEDED SURVEY CONTROL
 ES0371
 ES0371  NGVD 29 (??/??/92) 1763.020  (m)         5784.17   (f) ADJ UNCH    2 0
 ES0371
 ES0371.Superseded values are not recommended for survey control.
 ES0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0371.See file dsdata.txt to determine how the superseded data were derived.
 ES0371
 ES0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD220035(NAD 83)
 ES0371_MARKER: DB = BENCH MARK DISK
 ES0371_SETTING: 66 = SET IN ROCK OUTCROP
 ES0371_SP_SET: OUTCROP
 ES0371_STAMPING: K 314 1952
 ES0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0371+STABILITY: POSITION/ELEVATION WELL
 ES0371
 ES0371  HISTORY     - Date     Condition        Report By
 ES0371  HISTORY     - 1952     MONUMENTED       CGS
 ES0371
 ES0371                          STATION DESCRIPTION
 ES0371
 ES0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0371'9.2 MI E FROM DUGAS.
 ES0371'9.6 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.45 MILE EAST
 ES0371'OF A DIRT RESERVOIR, ON THE WEST SLOPE OF A VERY ROCKY HILL, 0.05 MILE
 ES0371'WEST OF THE TOP OF A GRADE, IN TOP OF THE CENTER OF A 5-FOOT BY 6-FOOT
 ES0371'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 69.6 FEET SOUTHWEST OF,
 ES0371'AND ACROSS THE ROAD, FROM A 3-FOOT FORKED JUNIPER TREE, 22.8 FEET EAST
 ES0371'OF A 2-FOOT JUNIPER TREE, 22 FEET EAST OF AND ABOUT LEVEL WITH THE
 ES0371'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0534 ***********************************************************************
 ET0534  DESIGNATION -  K 315
 ET0534  PID         -  ET0534
 ET0534  STATE/COUNTY-  AZ/YAVAPAI
 ET0534  USGS QUAD   -  SKULL VALLEY (1979)
 ET0534
 ET0534                         *CURRENT SURVEY CONTROL
 ET0534  ___________________________________________________________________
 ET0534* NAD 83(1986)-  34 32 34.     (N)    112 40 42.     (W)     SCALED    
 ET0534* NAVD 88     -      1406.190  (meters)    4613.48   (feet)  POSTED    
 ET0534  ___________________________________________________________________
 ET0534  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 ET0534  DYNAMIC HT  -        1404.320 (meters)    4607.34  (feet)  COMP
 ET0534  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 ET0534
 ET0534  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0534
 ET0534.The horizontal coordinates were scaled from a topographic map and have
 ET0534.an estimated accuracy of +/- 6 seconds.
 ET0534
 ET0534.The orthometric height was determined by differential leveling
 ET0534.and adjusted in November 2005.
 ET0534
 ET0534.The geoid height was determined by GEOID03.
 ET0534
 ET0534.The dynamic height is computed by dividing the NAVD 88
 ET0534.geopotential number by the normal gravity value computed on the
 ET0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0534.degrees latitude (g = 980.6199 gals.).
 ET0534
 ET0534.The modeled gravity was interpolated from observed gravity values.
 ET0534
 ET0534;                    North         East    Units  Estimated Accuracy
 ET0534;SPC AZ C     -   393,120.      143,450.      MT  (+/- 180 meters Scaled)
 ET0534
 ET0534                          SUPERSEDED SURVEY CONTROL
 ET0534
 ET0534  NGVD 29 (??/??/92) 1405.375  (m)         4610.80   (f) ADJ UNCH    2 0
 ET0534
 ET0534.Superseded values are not recommended for survey control.
 ET0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0534.See file dsdata.txt to determine how the superseded data were derived.
 ET0534
 ET0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD459236(NAD 83)
 ET0534_MARKER: DB = BENCH MARK DISK
 ET0534_SETTING: 0 = UNSPECIFIED SETTING
 ET0534_STAMPING: K 315 1952
 ET0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0534
 ET0534  HISTORY     - Date     Condition        Report By
 ET0534  HISTORY     - 1952     MONUMENTED       CGS
 ET0534  HISTORY     - 1974     GOOD             USGS
 ET0534
 ET0534                          STATION DESCRIPTION
 ET0534
 ET0534'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0534'3.7 MI N FROM SKULL VALLEY.
 ET0534'FROM THE PO AT SKULL VALLEY GO NORTH ALONG THE PAVED ROAD TOWARD
 ET0534'PRESCOTT 3.2 MI., ABOUT 0.55 MI. NORTH OF A DIRT RD LEADING TO THE
 ET0534'EAST, 53 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FT. NW OF A
 ET0534'FENCE CORNER.  NOTE-- THIS IS A BRUSHEY AREA, ABOUT LEVEL WITH THE
 ET0534'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0312 ***********************************************************************
 ET0312  DESIGNATION -  K 316
 ET0312  PID         -  ET0312
 ET0312  STATE/COUNTY-  AZ/YAVAPAI
 ET0312  USGS QUAD   -  ESTLER PEAK (1974)
 ET0312
 ET0312                         *CURRENT SURVEY CONTROL
 ET0312  ___________________________________________________________________
 ET0312* NAD 83(1986)-  34 24 27.     (N)    112 05 23.     (W)     SCALED    
 ET0312* NAVD 88     -      1181.61   (+/-2cm)    3876.7    (feet)  VERTCON   
 ET0312  ___________________________________________________________________
 ET0312  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0312
 ET0312.The horizontal coordinates were scaled from a topographic map and have
 ET0312.an estimated accuracy of +/- 6 seconds.
 ET0312
 ET0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0312.The vertical order pertains to the NGVD 29 superseded value.
 ET0312
 ET0312.The geoid height was determined by GEOID03.
 ET0312
 ET0312;                    North         East    Units  Estimated Accuracy
 ET0312;SPC AZ C     -   377,870.      197,450.      MT  (+/- 180 meters Scaled)
 ET0312
 ET0312                          SUPERSEDED SURVEY CONTROL
 ET0312
 ET0312  NGVD 29 (??/??/92) 1180.904  (m)         3874.35   (f) ADJ UNCH    2 0
 ET0312
 ET0312.Superseded values are not recommended for survey control.
 ET0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0312.See file dsdata.txt to determine how the superseded data were derived.
 ET0312
 ET0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD998078(NAD 83)
 ET0312_MARKER: DB = BENCH MARK DISK
 ET0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0312_STAMPING: K 316 1952
 ET0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0312+STABILITY: SURFACE MOTION
 ET0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0312+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0312
 ET0312  HISTORY     - Date     Condition        Report By
 ET0312  HISTORY     - 1952     MONUMENTED       CGS
 ET0312  HISTORY     - 20080613 GOOD             GEOCAC
 ET0312  HISTORY     - 20080816 GOOD             GEOCAC
 ET0312
 ET0312                          STATION DESCRIPTION
 ET0312
 ET0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0312'8.7 MI W FROM DUGAS.
 ET0312'8.7 MILES WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, DIRECTLY
 ET0312'UNDER A STEEL TRANSMISSION POWER LINE TOWER, 85 FEET SOUTH OF THE
 ET0312'CENTER LINE OF THE ROAD, 35 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 ET0312'SMALL WASH, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 ET0312'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ET0312
 ET0312                          STATION RECOVERY (2008)
 ET0312
 ET0312'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0312'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0312'THE DESCRIPTION - THE STEEL TRANSMISSION TOWER HAS BEEN CUT DOWN AND
 ET0312'THE POWER LINES ARE RUN ON WOODEN POLES. HANDHELD COORDINATES
 ET0312'34 24 27.6 (N)   112 05 23.2 (W)  (NAD 83).
 ET0312' 
 ET0312'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF INTERSTATE 17
 ET0312'AND DUGAS ROAD (ORME ROAD), TAKE ORME ROAD NORTHWEST FOR 0.3 MILES TO
 ET0312'OLD SYCAMORE ROAD. TURN LEFT ON OLD SYCAMORE ROAD AND GO WEST FOR 0.7
 ET0312'MILES TO THE STATION ON THE LEFT.
 ET0312
 ET0312                          STATION RECOVERY (2008)
 ET0312
 ET0312'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0312'GPSR COORDINATES (NAD 83)  N34 24.460 W112 05.390
 ET0312'3,859 FT ASL
 ET0312' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0097 ***********************************************************************
 CZ0097  DESIGNATION -  K 317
 CZ0097  PID         -  CZ0097
 CZ0097  STATE/COUNTY-  AZ/PIMA
 CZ0097  USGS QUAD   -  TUCSON SE (1992)
 CZ0097
 CZ0097                         *CURRENT SURVEY CONTROL
 CZ0097  ___________________________________________________________________
 CZ0097* NAD 83(1986)-  32 04 16.     (N)    110 45 05.     (W)     SCALED    
 CZ0097* NAVD 88     -       943.82   (+/-2cm)    3096.5    (feet)  VERTCON   
 CZ0097  ___________________________________________________________________
 CZ0097  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CZ0097  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0097
 CZ0097.The horizontal coordinates were scaled from a topographic map and have
 CZ0097.an estimated accuracy of +/- 6 seconds.
 CZ0097
 CZ0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0097.The vertical order pertains to the NGVD 29 superseded value.
 CZ0097
 CZ0097.The geoid height was determined by GEOID03.
 CZ0097
 CZ0097;                    North         East    Units  Estimated Accuracy
 CZ0097;SPC AZ C     -   119,350.      323,380.      MT  (+/- 180 meters Scaled)
 CZ0097
 CZ0097                          SUPERSEDED SURVEY CONTROL
 CZ0097
 CZ0097  NGVD 29 (??/??/92)  943.108  (m)         3094.18   (f) ADJ UNCH    1 2
 CZ0097
 CZ0097.Superseded values are not recommended for survey control.
 CZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0097.See file dsdata.txt to determine how the superseded data were derived.
 CZ0097
 CZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA234483(NAD 83)
 CZ0097_MARKER: DB = BENCH MARK DISK
 CZ0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0097_SP_SET: CULVERT
 CZ0097_STAMPING: K 317 1952
 CZ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0097+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 CZ0097
 CZ0097  HISTORY     - Date     Condition        Report By
 CZ0097  HISTORY     - 1952     MONUMENTED       CGS
 CZ0097  HISTORY     - 20031221 GOOD             GEOCAC
 CZ0097  HISTORY     - 20061215 GOOD             GEOCAC
 CZ0097
 CZ0097                          STATION DESCRIPTION
 CZ0097
 CZ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0097'2.9 MI NW FROM VAIL.
 CZ0097'2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0097'RAILROAD STATION AT VAIL, SET IN THE TOP OF THE NORTHEAST HEADWALL OF
 CZ0097'A DOUBLE CONCRETE PIPE CULVERT UNDER THE TRACK, 19.6 FEET NORTHEAST OF
 CZ0097'THE NORTHEAST RAIL, 0.7 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 CZ0097'HEADWALL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 CZ0097
 CZ0097                          STATION RECOVERY (2003)
 CZ0097
 CZ0097'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0097'RECOVERED IN GOOD CONDITION.
 CZ0097
 CZ0097                          STATION RECOVERY (2006)
 CZ0097
 CZ0097'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0097'FOUND AS DESCRIPTION STATES. SCALED COORDINATES WERE OFF AND MY
 CZ0097'READINGS ON A GPSMAP 60CX WERE N 32 04.270 W 110 45.098
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0881 ***********************************************************************
 CZ0881  DESIGNATION -  K 318
 CZ0881  PID         -  CZ0881
 CZ0881  STATE/COUNTY-  AZ/PIMA
 CZ0881  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0881
 CZ0881                         *CURRENT SURVEY CONTROL
 CZ0881  ___________________________________________________________________
 CZ0881* NAD 83(1986)-  32 26 56.     (N)    111 48 09.     (W)     SCALED    
 CZ0881* NAVD 88     -       524.12   (+/-2cm)    1719.6    (feet)  VERTCON   
 CZ0881  ___________________________________________________________________
 CZ0881  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0881
 CZ0881.The horizontal coordinates were scaled from a topographic map and have
 CZ0881.an estimated accuracy of +/- 6 seconds.
 CZ0881
 CZ0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0881.The vertical order pertains to the NGVD 29 superseded value.
 CZ0881
 CZ0881.The geoid height was determined by GEOID03.
 CZ0881
 CZ0881;                    North         East    Units  Estimated Accuracy
 CZ0881;SPC AZ C     -   160,650.      224,090.      MT  (+/- 180 meters Scaled)
 CZ0881
 CZ0881                          SUPERSEDED SURVEY CONTROL
 CZ0881
 CZ0881  NGVD 29 (??/??/92)  523.547  (m)         1717.67   (f) ADJ UNCH    2 0
 CZ0881
 CZ0881.Superseded values are not recommended for survey control.
 CZ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0881.See file dsdata.txt to determine how the superseded data were derived.
 CZ0881
 CZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA245904(NAD 83)
 CZ0881_MARKER: DB = BENCH MARK DISK
 CZ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0881_STAMPING: K 318 1952
 CZ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0881+STABILITY: SURFACE MOTION
 CZ0881
 CZ0881  HISTORY     - Date     Condition        Report By
 CZ0881  HISTORY     - 1952     MONUMENTED       CGS
 CZ0881
 CZ0881                          STATION DESCRIPTION
 CZ0881
 CZ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0881'14.2 MI SE FROM KOMELIH.
 CZ0881'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0881'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 3.15 MILES SOUTH
 CZ0881'ALONG A DIM TRACK ROAD, 1.0 MILE SOUTH OF B.M. K93, ABOUT 1 3/4 MILES
 CZ0881'NORTH-NORTHEAST OF A LOW ROUND HILL, ABOUT 350 YARDS DUE WEST OF TWO
 CZ0881'GIANT SAGUAROS, AT A SMALL SANDY CLEARING SURROUNDED WITH MESQUITE, 12
 CZ0881'FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.6
 CZ0881'FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0881'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0048 ***********************************************************************
 DA0048  DESIGNATION -  K 319
 DA0048  PID         -  DA0048
 DA0048  STATE/COUNTY-  AZ/MARICOPA
 DA0048  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0048
 DA0048                         *CURRENT SURVEY CONTROL
 DA0048  ___________________________________________________________________
 DA0048* NAD 83(1986)-  32 41 36.     (N)    112 13 07.     (W)     SCALED    
 DA0048* NAVD 88     -       609.51   (+/-2cm)    1999.7    (feet)  VERTCON   
 DA0048  ___________________________________________________________________
 DA0048  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0048
 DA0048.The horizontal coordinates were scaled from a topographic map and have
 DA0048.an estimated accuracy of +/- 6 seconds.
 DA0048
 DA0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0048.The vertical order pertains to the NGVD 29 superseded value.
 DA0048
 DA0048.The geoid height was determined by GEOID03.
 DA0048
 DA0048;                    North         East    Units  Estimated Accuracy
 DA0048;SPC AZ C     -   187,790.      185,050.      MT  (+/- 180 meters Scaled)
 DA0048
 DA0048                          SUPERSEDED SURVEY CONTROL
 DA0048
 DA0048  NGVD 29 (??/??/92)  608.838  (m)         1997.50   (f) ADJ UNCH    2 0
 DA0048
 DA0048.Superseded values are not recommended for survey control.
 DA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0048.See file dsdata.txt to determine how the superseded data were derived.
 DA0048
 DA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB857179(NAD 83)
 DA0048_MARKER: DB = BENCH MARK DISK
 DA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0048_STAMPING: K 319 1952
 DA0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0048+STABILITY: SURFACE MOTION
 DA0048
 DA0048  HISTORY     - Date     Condition        Report By
 DA0048  HISTORY     - 1952     MONUMENTED       CGS
 DA0048
 DA0048                          STATION DESCRIPTION
 DA0048
 DA0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0048'9.3 MI NW FROM BITTER WELL.
 DA0048'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0048'4.2 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 0.7 MILE NORTH ALONG, A
 DA0048'FENCE, THENCE 1.2 MILES NORTHWEST ALONG A FENCE, 9.3 MILES SOUTHEAST
 DA0048'OF STOUTS WELL, ABOUT 60 YARDS EAST OF THE NORTHEAST END OF A LEVEE,
 DA0048'AT THE JUNCTION OF A TRACK ROAD LEADING NORTH 0.3 MILE EAST OF THE Y
 DA0048'JUNCTION OF A TRACK ROAD LEADING NORTH AND A T IN A FENCE LINE, 204
 DA0048'FEET SOUTHEAST OF THE CENTER AT THE JUNCTION, 174 FEET SOUTHEAST OF A
 DA0048'FENCE CORNER, 3.1 FEET NORTHWEST OF A LARGE FENCE POST WITH A GUY
 DA0048'POLE, 1.7 FEET SOUTHEAST OF A WITNESS POST, 1.0 FEET NORTHEAST OF THE
 DA0048'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DA0048'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0252 ***********************************************************************
 FQ0252  DESIGNATION -  K 32
 FQ0252  PID         -  FQ0252
 FQ0252  STATE/COUNTY-  AZ/COCONINO
 FQ0252  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0252
 FQ0252                         *CURRENT SURVEY CONTROL
 FQ0252  ___________________________________________________________________
 FQ0252* NAD 83(1986)-  35 09 08.     (N)    111 39 30.     (W)     SCALED    
 FQ0252* NAVD 88     -      2115.220  (meters)    6939.68   (feet)  ADJUSTED  
 FQ0252  ___________________________________________________________________
 FQ0252  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FQ0252  DYNAMIC HT  -        2112.205 (meters)    6929.79  (feet)  COMP
 FQ0252  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 FQ0252
 FQ0252  VERT ORDER  -  FIRST     CLASS II
 FQ0252
 FQ0252.The horizontal coordinates were scaled from a topographic map and have
 FQ0252.an estimated accuracy of +/- 6 seconds.
 FQ0252
 FQ0252.The orthometric height was determined by differential leveling
 FQ0252.and adjusted in June 1991.
 FQ0252
 FQ0252.The geoid height was determined by GEOID03.
 FQ0252
 FQ0252.The dynamic height is computed by dividing the NAVD 88
 FQ0252.geopotential number by the normal gravity value computed on the
 FQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0252.degrees latitude (g = 980.6199 gals.).
 FQ0252
 FQ0252.The modeled gravity was interpolated from observed gravity values.
 FQ0252
 FQ0252;                    North         East    Units  Estimated Accuracy
 FQ0252;SPC AZ C     -   460,490.      236,900.      MT  (+/- 180 meters Scaled)
 FQ0252
 FQ0252                          SUPERSEDED SURVEY CONTROL
 FQ0252
 FQ0252  NGVD 29 (??/??/92) 2114.195  (m)         6936.32   (f) ADJ UNCH    1 2
 FQ0252
 FQ0252.Superseded values are not recommended for survey control.
 FQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0252.See file dsdata.txt to determine how the superseded data were derived.
 FQ0252
 FQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD400901(NAD 83)
 FQ0252_MARKER: DB = BENCH MARK DISK
 FQ0252_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0252_SP_SET: SANDSTONE OUTCROP
 FQ0252_STAMPING: 6936.321 K 32 1933
 FQ0252_MARK LOGO: CGS   
 FQ0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0252+STABILITY: POSITION/ELEVATION WELL
 FQ0252
 FQ0252  HISTORY     - Date     Condition        Report By
 FQ0252  HISTORY     - 1933     MONUMENTED       CGS
 FQ0252  HISTORY     - 1982     GOOD             NGS
 FQ0252
 FQ0252                          STATION DESCRIPTION
 FQ0252
 FQ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0252'3.6 MI S FROM FLAGSTAFF.
 FQ0252'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0252'FLAGSTAFF, COCONINO COUNTY, ABOUT 0.6 MILE NORTHEAST OF A HIGHWAY
 FQ0252'JUNCTION, ABOUT 0.2 MILE SOUTHWEST OF A RAILROAD, ABOUT 120 FEET EAST
 FQ0252'OF THE CENTER LINE OF THE HIGHWAY, ON THE SOUTHEAST BANK OF A DRY
 FQ0252'WASH, IN THE TOP OF A SANDSTONE OUTCROP 20 FEET SOUTH OF AN OUTCROP 8
 FQ0252'FEET IN DIAMETER, AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD DISK,
 FQ0252'STAMPED 6936.321 K 32 1933.
 FQ0252
 FQ0252                          STATION RECOVERY (1982)
 FQ0252
 FQ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0252'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0252'0.3 KM (0.2 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0252'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.6
 FQ0252'KM (1.0 MI) SOUTHEAST ALONG LAKE MARY ROAD, THENCE 0.2 KM (0.1 MI)
 FQ0252'SOUTH ALONG A DRY WASH, IN TOP OF A 3 BY 6 FOOT EXPOSED LEDGE OF
 FQ0252'SANDSTONE OUTCROP ON THE SOUTHEAST BANK OF A DRY WASH, 0.9 KM (0.55
 FQ0252'MI) NORTHEAST OF THE NORTHEAST END OF THE PULLIAM AIRPORT LANDING
 FQ0252'STRIP, 0.2 KM (0.1 MI) SOUTH OF THE MORMON LAKE RANGER STATION, 14.6
 FQ0252'METERS (48.0 FT) EAST OF A 36 INCH PONDEROSA PINE TREE, 39.6 METERS
 FQ0252'(130.0 FT) SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 FQ0252'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FQ0252'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0757 ***********************************************************************
 DA0757  DESIGNATION -  K 320
 DA0757  PID         -  DA0757
 DA0757  STATE/COUNTY-  AZ/MARICOPA
 DA0757  USGS QUAD   -  SENTINEL NE (1986)
 DA0757
 DA0757                         *CURRENT SURVEY CONTROL
 DA0757  ___________________________________________________________________
 DA0757* NAD 83(1986)-  32 53 41.     (N)    113 00 57.     (W)     SCALED    
 DA0757* NAVD 88     -       229.701  (meters)     753.61   (feet)  ADJUSTED  
 DA0757  ___________________________________________________________________
 DA0757  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA0757  DYNAMIC HT  -         229.436 (meters)     752.74  (feet)  COMP
 DA0757  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DA0757
 DA0757  VERT ORDER  -  FIRST     CLASS II
 DA0757
 DA0757.The horizontal coordinates were scaled from a topographic map and have
 DA0757.an estimated accuracy of +/- 6 seconds.
 DA0757
 DA0757.The orthometric height was determined by differential leveling
 DA0757.and adjusted in June 1991.
 DA0757
 DA0757.The geoid height was determined by GEOID03.
 DA0757
 DA0757.The dynamic height is computed by dividing the NAVD 88
 DA0757.geopotential number by the normal gravity value computed on the
 DA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0757.degrees latitude (g = 980.6199 gals.).
 DA0757
 DA0757.The modeled gravity was interpolated from observed gravity values.
 DA0757
 DA0757;                    North         East    Units  Estimated Accuracy
 DA0757;SPC AZ C     -   210,610.      110,530.      MT  (+/- 180 meters Scaled)
 DA0757
 DA0757                          SUPERSEDED SURVEY CONTROL
 DA0757
 DA0757  NGVD 29 (??/??/92)  229.097  (m)          751.63   (f) ADJ UNCH    1 2
 DA0757
 DA0757.Superseded values are not recommended for survey control.
 DA0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0757.See file dsdata.txt to determine how the superseded data were derived.
 DA0757
 DA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB114414(NAD 83)
 DA0757_MARKER: DB = BENCH MARK DISK
 DA0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0757_STAMPING: K 320 1952
 DA0757_MARK LOGO: CGS   
 DA0757_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0757+STABILITY: SURFACE MOTION
 DA0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0757+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0757
 DA0757  HISTORY     - Date     Condition        Report By
 DA0757  HISTORY     - 1952     MONUMENTED       CGS
 DA0757  HISTORY     - 1980     GOOD             NGS
 DA0757  HISTORY     - 1980     GOOD             NGS
 DA0757  HISTORY     - 20060128 GOOD             USPSQD
 DA0757  HISTORY     - 20060128 GOOD             USPSQD
 DA0757
 DA0757                          STATION DESCRIPTION
 DA0757
 DA0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0757'11.8 MI NE FROM SENTINEL.
 DA0757'11.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA0757'THE WATER TANK AT SENTINEL, 3 POLES NORTHWEST OF SEMAPHORE NO. 8379,
 DA0757'0.2 MILE SOUTHWEST OF BRIDGE NO. 838.51, 39.3 FEET NORTH OF THE NORTH
 DA0757'RAIL, 2.4 FEET WEST OF MILEPOST 838, 2 FEET EAST OF A WITNESS POST, 2
 DA0757'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0757'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0757
 DA0757                          STATION RECOVERY (1980)
 DA0757
 DA0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0757'19.1 KM (11.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0757'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.5 KM
 DA0757'(0.3 MI) NORTHEAST OF RAILROAD SEMAPHORE NUMBER 8377, AT RAILROAD
 DA0757'MILEPOLE 838, 12.2 METERS (40.0 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA0757'0.8 METERS (2.5 FT) SOUTHWEST OF THE MILEPOLE.
 DA0757'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0757'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0757
 DA0757                          STATION RECOVERY (1980)
 DA0757
 DA0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0757'19.1 KM (11.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0757'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.5 KM
 DA0757'(0.3 MI) NORTHEAST OF RAILROAD SEMAPHORE NUMBER 8377, AT RAILROAD
 DA0757'MILEPOLE 838, 12.2 METERS (40.0 FT) NORTHWEST OF THE NORTHWEST RAIL,
 DA0757'0.8 METERS (2.5 FT) SOUTHWEST OF THE MILEPOLE.
 DA0757'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0757'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0757
 DA0757                          STATION RECOVERY (2006)
 DA0757
 DA0757'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0757'RECOVERED AS DESCRIBED.
 DA0757
 DA0757                          STATION RECOVERY (2006)
 DA0757
 DA0757'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0757'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8623 ***********************************************************************
 DE8623  DESIGNATION -  K 321 RESET
 DE8623  PID         -  DE8623
 DE8623  STATE/COUNTY-  AZ/MARICOPA
 DE8623  USGS QUAD   -  AZTEC SE (1982)
 DE8623
 DE8623                         *CURRENT SURVEY CONTROL
 DE8623  ___________________________________________________________________
 DE8623* NAD 83(1986)-  32 50 25.     (N)    113 18 52.     (W)     SCALED    
 DE8623* NAVD 88     -       168.27   (meters)     552.1    (feet)  RESET     
 DE8623  ___________________________________________________________________
 DE8623  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE8623  VERT ORDER  -  THIRD
 DE8623
 DE8623.The horizontal coordinates were scaled from a topographic map and have
 DE8623.an estimated accuracy of +/- 6 seconds.
 DE8623
 DE8623.The orthometric height was computed from unverified reset data.
 DE8623.No vertical observational check was made to the station.
 DE8623
 DE8623.The geoid height was determined by GEOID03.
 DE8623
 DE8623;                    North         East    Units  Estimated Accuracy
 DE8623;SPC AZ C     -   204,910.       82,510.      MT  (+/- 180 meters Scaled)
 DE8623
 DE8623                          SUPERSEDED SURVEY CONTROL
 DE8623
 DE8623.No superseded survey control is available for this station.
 DE8623
 DE8623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB833359(NAD 83)
 DE8623_MARKER: DV = VERTICAL CONTROL DISK
 DE8623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8623_STAMPING: K 321 RESET 2002
 DE8623_MARK LOGO: NGS   
 DE8623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8623+STABILITY: SURFACE MOTION
 DE8623
 DE8623  HISTORY     - Date     Condition        Report By
 DE8623  HISTORY     - 2002     MONUMENTED       NGS
 DE8623
 DE8623                          STATION DESCRIPTION
 DE8623
 DE8623'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8623'TO REACH THE STATION GO, 10 KM (6.20 MI) SOUTHWEST ALONG THE SOTUHERN
 DE8623'PACIFIC RAILROAD FROM THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS
 DE8623'IN SENTINEL, AT HIGHWAY MILEPOST 81, 57.9 METERS (190.0 FT) SOUTHWEST
 DE8623'OF RAILROAD MILEPOLE 820, 28.8 METERS (94.5 FT) NORTHWEST OF THE
 DE8623'NORTHWEST RAIL, 34.6 METERS (113.5 FT) SOUTHEAST OF THE CENTERLINE OF
 DE8623'THE EAST BOND LANES OF THE INTERSTATE, 1.7 METERS (5.6 FT) SOUTHEAST
 DE8623'OF THE SOUTHEAST HIGHWAY RIGHT-OF-WAY FENCE.  THE MARK IS 0.75 METERS
 DE8623'(2.46 FT) WEST OF A WHITE CARSONITE POLE WITH A SURVEY MARKER SIGN.
 DE8623'THE MARK IS 1.4 M (4.6 FT) BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0843 ***********************************************************************
 DV0843  DESIGNATION -  K 322
 DV0843  PID         -  DV0843
 DV0843  STATE/COUNTY-  AZ/MARICOPA
 DV0843  USGS QUAD   -  HASSAYAMPA (1978)
 DV0843
 DV0843                         *CURRENT SURVEY CONTROL
 DV0843  ___________________________________________________________________
 DV0843* NAD 83(1986)-  33 22 00.     (N)    112 43 00.     (W)     SCALED    
 DV0843* NAVD 88     -       268.046  (meters)     879.41   (feet)  ADJUSTED  
 DV0843  ___________________________________________________________________
 DV0843  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV0843  DYNAMIC HT  -         267.737 (meters)     878.40  (feet)  COMP
 DV0843  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DV0843
 DV0843  VERT ORDER  -  FIRST     CLASS II
 DV0843
 DV0843.The horizontal coordinates were scaled from a topographic map and have
 DV0843.an estimated accuracy of +/- 6 seconds.
 DV0843
 DV0843.The orthometric height was determined by differential leveling
 DV0843.and adjusted in November 1993.
 DV0843
 DV0843.The geoid height was determined by GEOID03.
 DV0843
 DV0843.The dynamic height is computed by dividing the NAVD 88
 DV0843.geopotential number by the normal gravity value computed on the
 DV0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0843.degrees latitude (g = 980.6199 gals.).
 DV0843
 DV0843.The modeled gravity was interpolated from observed gravity values.
 DV0843
 DV0843;                    North         East    Units  Estimated Accuracy
 DV0843;SPC AZ C     -   262,700.      138,920.      MT  (+/- 180 meters Scaled)
 DV0843
 DV0843                          SUPERSEDED SURVEY CONTROL
 DV0843
 DV0843  NGVD 29 (??/??/92)  267.417  (m)          877.35   (f) ADJ UNCH    1 2
 DV0843
 DV0843.Superseded values are not recommended for survey control.
 DV0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0843.See file dsdata.txt to determine how the superseded data were derived.
 DV0843
 DV0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB402932(NAD 83)
 DV0843_MARKER: DB = BENCH MARK DISK
 DV0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0843_SP_SET: CONCRETE POST
 DV0843_STAMPING: K 322 1952
 DV0843_MARK LOGO: CGS   
 DV0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0843+STABILITY: SURFACE MOTION
 DV0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0843+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0843
 DV0843  HISTORY     - Date     Condition        Report By
 DV0843  HISTORY     - 1952     MONUMENTED       CGS
 DV0843  HISTORY     - 1960     GOOD             NGS
 DV0843  HISTORY     - 19920316 GOOD             NGS
 DV0843
 DV0843                          STATION DESCRIPTION
 DV0843
 DV0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0843'7.7 MI W FROM BUCKEYE.
 DV0843'7.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0843'STATION AT BUCKEYE, ABOUT 1/2 MILE EAST OF THE STATION SIGN OF
 DV0843'HASSAYAMPA, 125 FEET SOUTH OF MILEPOST 868, 89 FEET SOUTH OF THE SOUTH
 DV0843'RAIL, 8 1/2 FEET NORTH OF A FENCE, 2 FEET EAST OF A SMALL POWER POLE,
 DV0843'1 FOOT WEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE
 DV0843'RAILROAD TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DV0843'FOOT ABOVE THE GROUND.
 DV0843
 DV0843                          STATION RECOVERY (1960)
 DV0843
 DV0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0843'RECOVERED IN GOOD CONDITION.
 DV0843
 DV0843                          STATION RECOVERY (1992)
 DV0843
 DV0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0843'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0843'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0843'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0843'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0843'SOUTHERLY ALONG WILSON AVENUE, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG
 DV0843'THE SOUTHERN PACIFIC RAILROAD, 27.0 M (88.6 FT) SOUTH OF THE NEAR
 DV0843'RAIL, 7.0 M (23.0 FT) SOUTHWEST OF AN UNDERGROUND PIPELINE WARNING
 DV0843'SIGN, 3.9 M (12.8 FT) NORTH OF THE NORTH EDGE OF AN IRRIGATION DITCH,
 DV0843'2.4 M (7.9 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) EAST OF A
 DV0843'UTILITY POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 DV0843'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0168 ***********************************************************************
 DU0168  DESIGNATION -  K 323
 DU0168  PID         -  DU0168
 DU0168  STATE/COUNTY-  AZ/GRAHAM
 DU0168  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0168
 DU0168                         *CURRENT SURVEY CONTROL
 DU0168  ___________________________________________________________________
 DU0168* NAD 83(1986)-  33 21 58.     (N)    110 03 23.     (W)     SCALED    
 DU0168* NAVD 88     -      1495.599  (meters)    4906.81   (feet)  ADJUSTED  
 DU0168  ___________________________________________________________________
 DU0168  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DU0168  DYNAMIC HT  -        1493.413 (meters)    4899.64  (feet)  COMP
 DU0168  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 DU0168
 DU0168  VERT ORDER  -  SECOND    CLASS 0
 DU0168
 DU0168.The horizontal coordinates were scaled from a topographic map and have
 DU0168.an estimated accuracy of +/- 6 seconds.
 DU0168
 DU0168.The orthometric height was determined by differential leveling
 DU0168.and adjusted in June 1991.
 DU0168
 DU0168.The geoid height was determined by GEOID03.
 DU0168
 DU0168.The dynamic height is computed by dividing the NAVD 88
 DU0168.geopotential number by the normal gravity value computed on the
 DU0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0168.degrees latitude (g = 980.6199 gals.).
 DU0168
 DU0168.The modeled gravity was interpolated from observed gravity values.
 DU0168
 DU0168;                    North         East    Units  Estimated Accuracy
 DU0168;SPC AZ E     -   262,360.      223,620.      MT  (+/- 180 meters Scaled)
 DU0168
 DU0168                          SUPERSEDED SURVEY CONTROL
 DU0168
 DU0168  NGVD 29 (??/??/92) 1494.880  (m)         4904.45   (f) ADJ UNCH    2 0
 DU0168
 DU0168.Superseded values are not recommended for survey control.
 DU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0168.See file dsdata.txt to determine how the superseded data were derived.
 DU0168
 DU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB877922(NAD 83)
 DU0168_MARKER: DB = BENCH MARK DISK
 DU0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0168_STAMPING: K 232 1952
 DU0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0168+STABILITY: SURFACE MOTION
 DU0168
 DU0168  HISTORY     - Date     Condition        Report By
 DU0168  HISTORY     - 1952     MONUMENTED       CGS
 DU0168
 DU0168                          STATION DESCRIPTION
 DU0168
 DU0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0168'1.8 MI W FROM ASH CREEK RANCH.
 DU0168'1.8 MILES WEST ALONG ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK RANCH,
 DU0168'ABOUT 0.1 MILE EAST OF A POINT WHERE A TELEPHONE LINE CROSSES THE
 DU0168'ROAD, 47 FEET SOUTHEAST OF A TELEPHONE POLE, 25 1/2 FEET NORTH OF THE
 DU0168'CENTER LINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 DU0168'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DU0168'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0429 ***********************************************************************
 CY0429  DESIGNATION -  K 324
 CY0429  PID         -  CY0429
 CY0429  STATE/COUNTY-  AZ/COCHISE
 CY0429  USGS QUAD   -  RAILROAD PASS (1979)
 CY0429
 CY0429                         *CURRENT SURVEY CONTROL
 CY0429  ___________________________________________________________________
 CY0429* NAD 83(1986)-  32 20 45.     (N)    109 40 39.     (W)     SCALED    
 CY0429* NAVD 88     -      1274.87   (+/-2cm)    4182.6    (feet)  VERTCON   
 CY0429  ___________________________________________________________________
 CY0429  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0429  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0429
 CY0429.The horizontal coordinates were scaled from a topographic map and have
 CY0429.an estimated accuracy of +/- 6 seconds.
 CY0429
 CY0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0429.The vertical order pertains to the NGVD 29 superseded value.
 CY0429
 CY0429.The geoid height was determined by GEOID03.
 CY0429
 CY0429;                    North         East    Units  Estimated Accuracy
 CY0429;SPC AZ E     -   149,320.      259,400.      MT  (+/- 180 meters Scaled)
 CY0429
 CY0429                          SUPERSEDED SURVEY CONTROL
 CY0429
 CY0429  NGVD 29 (??/??/92) 1274.065  (m)         4179.99   (f) ADJ UNCH    1 2
 CY0429
 CY0429.Superseded values are not recommended for survey control.
 CY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0429.See file dsdata.txt to determine how the superseded data were derived.
 CY0429
 CY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA244795(NAD 83)
 CY0429_MARKER: DB = BENCH MARK DISK
 CY0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0429_SP_SET: BRIDGE ABUTMENT
 CY0429_STAMPING: K 324 1952
 CY0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0429
 CY0429  HISTORY     - Date     Condition        Report By
 CY0429  HISTORY     - 1952     MONUMENTED       CGS
 CY0429
 CY0429                          STATION DESCRIPTION
 CY0429
 CY0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0429'11.5 MI W FROM BOWIE.
 CY0429'11.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0429'STATION AT BOWIE, 12.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC
 CY0429'COMPANY RAILROAD FROM THE STATION AT WILLCOX, 0.1 MILE WEST OF
 CY0429'MILEPOLE NUMBER 1087, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 CY0429'ABUTMENT OF BRIDGE NUMBER 1086.93, 88.0 FEET SOUTHWEST OF A T JUNCTION
 CY0429'OF A FENCE LINE, 6.8 FEET NORTH OF THE NORTH RAIL, 1.4 FEET EAST OF
 CY0429'THE WEST EDGE OF THE BRIDGE, AND ABOUT 2.0 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0004 ***********************************************************************
 CZ0004  DESIGNATION -  K 325
 CZ0004  PID         -  CZ0004
 CZ0004  STATE/COUNTY-  AZ/COCHISE
 CZ0004  USGS QUAD   -  DRAGOON (1995)
 CZ0004
 CZ0004                         *CURRENT SURVEY CONTROL
 CZ0004  ___________________________________________________________________
 CZ0004* NAD 83(1986)-  32 01 41.     (N)    110 02 15.     (W)     SCALED    
 CZ0004* NAVD 88     -      1407.47   (+/-2cm)    4617.7    (feet)  VERTCON   
 CZ0004  ___________________________________________________________________
 CZ0004  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CZ0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0004
 CZ0004.The horizontal coordinates were scaled from a topographic map and have
 CZ0004.an estimated accuracy of +/- 6 seconds.
 CZ0004
 CZ0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0004.The vertical order pertains to the NGVD 29 superseded value.
 CZ0004
 CZ0004.The geoid height was determined by GEOID03.
 CZ0004
 CZ0004;                    North         East    Units  Estimated Accuracy
 CZ0004;SPC AZ E     -   113,990.      225,560.      MT  (+/- 180 meters Scaled)
 CZ0004
 CZ0004                          SUPERSEDED SURVEY CONTROL
 CZ0004
 CZ0004  NGVD 29 (??/??/92) 1406.587  (m)         4614.78   (f) ADJ UNCH    1 2
 CZ0004
 CZ0004.Superseded values are not recommended for survey control.
 CZ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0004.See file dsdata.txt to determine how the superseded data were derived.
 CZ0004
 CZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA908439(NAD 83)
 CZ0004_MARKER: DB = BENCH MARK DISK
 CZ0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0004_SP_SET: SEMAPHORE
 CZ0004_STAMPING: K 325 1952
 CZ0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0004
 CZ0004  HISTORY     - Date     Condition        Report By
 CZ0004  HISTORY     - 1952     MONUMENTED       CGS
 CZ0004  HISTORY     - 1958     GOOD             DOD
 CZ0004
 CZ0004                          STATION DESCRIPTION
 CZ0004
 CZ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0004'IN DRAGOON.
 CZ0004'AT THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT DRAGOON, IN THE
 CZ0004'TOP OF THE NORTH CORNER OF THE FOUNDATION OF THE MAIN SEMAPHORE, 0.1
 CZ0004'MILE SOUTHWEST OF MILEPOLE NUMBER 1054, 70.0 FEET WEST OF THE NORTH
 CZ0004'CORNER OF THE STATION BUILDING, 58.3 FEET NORTHWEST OF THE TICKET
 CZ0004'OFFICE, 5.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHWEST MOST
 CZ0004'SIDING, 2.0 FEET NORTH OF THE SEMAPHORE STAFF, AND ABOUT LEVEL WITH
 CZ0004'THE TRACK.  NOTE-- INQUIRY WAS MADE AS TO THE STABILITY AND PERMANENCY
 CZ0004'OF THIS FOUNDATION.
 CZ0004
 CZ0004                          STATION RECOVERY (1958)
 CZ0004
 CZ0004'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CZ0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0420 ***********************************************************************
 DT0420  DESIGNATION -  K 327
 DT0420  PID         -  DT0420
 DT0420  STATE/COUNTY-  AZ/GRAHAM
 DT0420  USGS QUAD   -  TULE TUBS (1967)
 DT0420
 DT0420                         *CURRENT SURVEY CONTROL
 DT0420  ___________________________________________________________________
 DT0420* NAD 83(1986)-  33 16 19.     (N)    109 59 58.     (W)     SCALED    
 DT0420* NAVD 88     -      1571.814  (meters)    5156.86   (feet)  ADJUSTED  
 DT0420  ___________________________________________________________________
 DT0420  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DT0420  DYNAMIC HT  -        1569.506 (meters)    5149.29  (feet)  COMP
 DT0420  MODELED GRAV-     979,113.6   (mgal)                       NAVD 88
 DT0420
 DT0420  VERT ORDER  -  SECOND    CLASS 0
 DT0420
 DT0420.The horizontal coordinates were scaled from a topographic map and have
 DT0420.an estimated accuracy of +/- 6 seconds.
 DT0420
 DT0420.The orthometric height was determined by differential leveling
 DT0420.and adjusted in June 1991.
 DT0420
 DT0420.The geoid height was determined by GEOID03.
 DT0420
 DT0420.The dynamic height is computed by dividing the NAVD 88
 DT0420.geopotential number by the normal gravity value computed on the
 DT0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0420.degrees latitude (g = 980.6199 gals.).
 DT0420
 DT0420.The modeled gravity was interpolated from observed gravity values.
 DT0420
 DT0420;                    North         East    Units  Estimated Accuracy
 DT0420;SPC AZ E     -   251,920.      228,940.      MT  (+/- 180 meters Scaled)
 DT0420
 DT0420                          SUPERSEDED SURVEY CONTROL
 DT0420
 DT0420  NGVD 29 (??/??/92) 1571.084  (m)         5154.46   (f) ADJ UNCH    2 0
 DT0420
 DT0420.Superseded values are not recommended for survey control.
 DT0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0420.See file dsdata.txt to determine how the superseded data were derived.
 DT0420
 DT0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB931818(NAD 83)
 DT0420_MARKER: DB = BENCH MARK DISK
 DT0420_SETTING: 80 = SET IN A BOULDER
 DT0420_SP_SET: BOULDER
 DT0420_STAMPING: K 327 1952
 DT0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0420+STABILITY: SURFACE MOTION
 DT0420
 DT0420  HISTORY     - Date     Condition        Report By
 DT0420  HISTORY     - 1952     MONUMENTED       CGS
 DT0420
 DT0420                          STATION DESCRIPTION
 DT0420
 DT0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0420'13.0 MI NW FROM ARSENIC TUBS RANCH HDQR.
 DT0420'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0420'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0420'THENCE 3.2 MILES SOUTH A DIM TRACK ROAD, THENCE 7.1 MILES NORTHWEST
 DT0420'ALONG A TRACK ROAD, ABOUT 1.3 MILES SOUTHEAST OF THE SOUTHEAST EDGE OF
 DT0420'HOOKERS GAP RESERVOIR, ON A ROCKY MOUND, 163 1/2 FEET NORTHEAST OF THE
 DT0420'CENTER LINE OF THE ROAD, 7 FEET NORTHEAST OF A CAIRN, ABOUT LEVEL WITH
 DT0420'THE ROAD, AND SET IN THE TOP OF A LARGE FLAT EMBEDED MALPAIS BOULDER
 DT0420'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0407 ***********************************************************************
 ES0407  DESIGNATION -  K 329
 ES0407  PID         -  ES0407
 ES0407  STATE/COUNTY-  AZ/YAVAPAI
 ES0407  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0407
 ES0407                         *CURRENT SURVEY CONTROL
 ES0407  ___________________________________________________________________
 ES0407* NAD 83(1986)-  34 12 56.     (N)    111 59 13.     (W)     SCALED    
 ES0407* NAVD 88     -      1184.62   (+/-2cm)    3886.5    (feet)  VERTCON   
 ES0407  ___________________________________________________________________
 ES0407  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 ES0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0407
 ES0407.The horizontal coordinates were scaled from a topographic map and have
 ES0407.an estimated accuracy of +/- 6 seconds.
 ES0407
 ES0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0407.The vertical order pertains to the NGVD 29 superseded value.
 ES0407
 ES0407.The geoid height was determined by GEOID03.
 ES0407
 ES0407;                    North         East    Units  Estimated Accuracy
 ES0407;SPC AZ C     -   356,560.      206,880.      MT  (+/- 180 meters Scaled)
 ES0407
 ES0407                          SUPERSEDED SURVEY CONTROL
 ES0407
 ES0407  NGVD 29 (??/??/92) 1183.928  (m)         3884.27   (f) ADJ UNCH    2 0
 ES0407
 ES0407.Superseded values are not recommended for survey control.
 ES0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0407.See file dsdata.txt to determine how the superseded data were derived.
 ES0407
 ES0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC090864(NAD 83)
 ES0407_MARKER: DB = BENCH MARK DISK
 ES0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0407_STAMPING: K 329 1952
 ES0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0407+STABILITY: SURFACE MOTION
 ES0407
 ES0407  HISTORY     - Date     Condition        Report By
 ES0407  HISTORY     - 1952     MONUMENTED       CGS
 ES0407  HISTORY     - 20071124 GOOD             GEOCAC
 ES0407
 ES0407                          STATION DESCRIPTION
 ES0407
 ES0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0407'15.8 MI SE FROM CORDES.
 ES0407'14.4 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ES0407'STORE AT CORDES, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD, AT THE
 ES0407'JUNCTION OF A TRACK ROAD TO THE COPPER CREEK RAILROAD STATION, 179
 ES0407'FEET NORTH OF A FENCE LINE, 72 FEET SOUTH OF THE CENTER LINE OF THE
 ES0407'ROAD JUNCTION, 22 FEET WEST OF THE CENTERLINE OF THE ROAD AND ABOUT 1
 ES0407'FOOT HIGHER THAN THE ROAD. 2 FEET SOUTHWEST OF THE WITNESS POST AND IS
 ES0407'SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
 ES0407
 ES0407                          STATION RECOVERY (2007)
 ES0407
 ES0407'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ES0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0142 ***********************************************************************
 GO0142  DESIGNATION -  K 33
 GO0142  PID         -  GO0142
 GO0142  STATE/COUNTY-  AZ/APACHE
 GO0142  USGS QUAD   -  LITTLE WHITE HOUSE RUINS (1982)
 GO0142
 GO0142                         *CURRENT SURVEY CONTROL
 GO0142  ___________________________________________________________________
 GO0142* NAD 83(1986)-  36 02 38.     (N)    109 36 26.     (W)     SCALED    
 GO0142* NAVD 88     -      1801.029  (meters)    5908.88   (feet)  ADJUSTED  
 GO0142  ___________________________________________________________________
 GO0142  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GO0142  DYNAMIC HT  -        1798.737 (meters)    5901.36  (feet)  COMP
 GO0142  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 GO0142
 GO0142  VERT ORDER  -  FIRST     CLASS II
 GO0142
 GO0142.The horizontal coordinates were scaled from a topographic map and have
 GO0142.an estimated accuracy of +/- 6 seconds.
 GO0142
 GO0142.The orthometric height was determined by differential leveling
 GO0142.and adjusted in June 1991.
 GO0142
 GO0142.The geoid height was determined by GEOID03.
 GO0142
 GO0142.The dynamic height is computed by dividing the NAVD 88
 GO0142.geopotential number by the normal gravity value computed on the
 GO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0142.degrees latitude (g = 980.6199 gals.).
 GO0142
 GO0142.The modeled gravity was interpolated from observed gravity values.
 GO0142
 GO0142;                    North         East    Units  Estimated Accuracy
 GO0142;SPC AZ E     -   559,530.      263,770.      MT  (+/- 180 meters Scaled)
 GO0142
 GO0142                          SUPERSEDED SURVEY CONTROL
 GO0142
 GO0142  NGVD 29 (??/??/92) 1800.158  (m)         5906.02   (f) ADJ UNCH    1 2
 GO0142
 GO0142.Superseded values are not recommended for survey control.
 GO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0142.See file dsdata.txt to determine how the superseded data were derived.
 GO0142
 GO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE254897(NAD 83)
 GO0142_MARKER: DB = BENCH MARK DISK
 GO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0142_STAMPING: K 33 1933
 GO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0142+STABILITY: SURFACE MOTION
 GO0142
 GO0142  HISTORY     - Date     Condition        Report By
 GO0142  HISTORY     - 1933     MONUMENTED       CGS
 GO0142  HISTORY     - 1934     GOOD             NGS
 GO0142
 GO0142                          STATION DESCRIPTION
 GO0142
 GO0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0142'11.6 MI FROM CHIN LEE.
 GO0142'11.6 MILES SOUTHEAST OF THE POST OFFICE ALONG THE CHIN LEE-GANADO
 GO0142'ROAD, 5.3 MILES SOUTHEAST OF A WOODEN BRIDGE OVER A WASH, AT THE CREST
 GO0142'OF A RISE, SET 68 YARDS WEST OF THE CENTERLINE OF A ROAD AND 3 FEET
 GO0142'EAST OF THE THIRD POLE SOUTH OF A LOW POLE IN A DIP, ABOUT 5 FEET
 GO0142'BELOW THE LEVEL OF THE ROAD, AND 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0314 ***********************************************************************
 CY0314  DESIGNATION -  K 330
 CY0314  PID         -  CY0314
 CY0314  STATE/COUNTY-  AZ/COCHISE
 CY0314  USGS QUAD   -  VANAR NW (1987)
 CY0314
 CY0314                         *CURRENT SURVEY CONTROL
 CY0314  ___________________________________________________________________
 CY0314* NAD 83(1986)-  32 14 47.     (N)    109 07 51.     (W)     SCALED    
 CY0314* NAVD 88     -      1169.364  (meters)    3836.49   (feet)  ADJUSTED  
 CY0314  ___________________________________________________________________
 CY0314  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CY0314  DYNAMIC HT  -        1167.629 (meters)    3830.80  (feet)  COMP
 CY0314  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 CY0314
 CY0314  VERT ORDER  -  FIRST     CLASS II
 CY0314
 CY0314.The horizontal coordinates were scaled from a topographic map and have
 CY0314.an estimated accuracy of +/- 6 seconds.
 CY0314
 CY0314.The orthometric height was determined by differential leveling
 CY0314.and adjusted in June 1991.
 CY0314
 CY0314.The geoid height was determined by GEOID03.
 CY0314
 CY0314.The dynamic height is computed by dividing the NAVD 88
 CY0314.geopotential number by the normal gravity value computed on the
 CY0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0314.degrees latitude (g = 980.6199 gals.).
 CY0314
 CY0314.The modeled gravity was interpolated from observed gravity values.
 CY0314
 CY0314;                    North         East    Units  Estimated Accuracy
 CY0314;SPC AZ E     -   138,660.      310,970.      MT  (+/- 180 meters Scaled)
 CY0314
 CY0314                          SUPERSEDED SURVEY CONTROL
 CY0314
 CY0314  NGVD 29 (??/??/92) 1168.872  (m)         3834.87   (f) ADJ UNCH    1 2
 CY0314
 CY0314.Superseded values are not recommended for survey control.
 CY0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0314.See file dsdata.txt to determine how the superseded data were derived.
 CY0314
 CY0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA760692(NAD 83)
 CY0314_MARKER: DB = BENCH MARK DISK
 CY0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0314_STAMPING: K 330 1952
 CY0314_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0314+STABILITY: SURFACE MOTION
 CY0314
 CY0314  HISTORY     - Date     Condition        Report By
 CY0314  HISTORY     - 1952     MONUMENTED       CGS
 CY0314  HISTORY     - 1960     GOOD             NGS
 CY0314  HISTORY     - 1979     GOOD             NGS
 CY0314
 CY0314                          STATION DESCRIPTION
 CY0314
 CY0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0314'5.9 MI E FROM SAN SIMON.
 CY0314'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0314'RAILROAD STATION AT SAN SIMON, THENCE 5.75 MILES EAST ALONG STATE
 CY0314'HIGHWAY 86, 110 FEET SOUTH OF RAILROAD MILEPOST 1120, 90.6 FEET SOUTH
 CY0314'OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 120 FEET NORTH OF
 CY0314'THE CENTER LINE OF THE HIGHWAY, 82 FEET SOUTHEAST OF A TELEPHONE POLE,
 CY0314'6.4 FEET NORTH OF A VERTICAL RAIL, 3.8 FEET WEST OF A WITNESS POST,
 CY0314'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CY0314'GROUND.
 CY0314
 CY0314                          STATION RECOVERY (1960)
 CY0314
 CY0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0314'RECOVERED IN GOOD CONDITION.
 CY0314
 CY0314                          STATION RECOVERY (1979)
 CY0314
 CY0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0314'9.0 KILOMETERS (5.65 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0314'RAIL ROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0314'0.24 KILOMETER (0.15 MILE) EAST OF THE I-10 MILE POST 386,
 CY0314'0.4 KILOMETER (0.25 MILE) WEST OF RAILROAD SIGNAL LIGHT 1120,
 CY0314'0.3 KILOMETER (0.2 MILE) WEST OF RAILROAD BRIDGE 1120.16,
 CY0314'42.0 METERS (137.9 FEET) SOUTH AND ACROSS THE TRACKS FROM
 CY0314'MILE POST 1120,
 CY0314'27.44 METERS (9.0 FEET) SOUTH OF THE SOUTH RAIL,
 CY0314'33.6 METERS (110.3 FEET) NORTH OF THE CENTERLINE OF THE WEST
 CY0314'BOUND LANES OF I-10, 10.3 METERS (33.8 FEET) WEST NORTHWEST OF
 CY0314'A BRACED ANGLE IRON FENCE POST IN THE RIGHT-OF-FENCE, 2.37 METERS
 CY0314'(7.8 FEET) NORTH OF RIGHT OF WAY FENCE.
 CY0314'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CY0314'THE MARK IS 0.6 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0506 ***********************************************************************
 DA0506  DESIGNATION -  K 331
 DA0506  PID         -  DA0506
 DA0506  STATE/COUNTY-  AZ/MARICOPA
 DA0506  USGS QUAD   -  SMURR (1973)
 DA0506
 DA0506                         *CURRENT SURVEY CONTROL
 DA0506  ___________________________________________________________________
 DA0506* NAD 83(1986)-  32 52 54.     (N)    112 45 11.     (W)     SCALED    
 DA0506* NAVD 88     -       258.049  (meters)     846.62   (feet)  ADJUSTED  
 DA0506  ___________________________________________________________________
 DA0506  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0506  DYNAMIC HT  -         257.746 (meters)     845.62  (feet)  COMP
 DA0506  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 DA0506
 DA0506  VERT ORDER  -  FIRST     CLASS II
 DA0506
 DA0506.The horizontal coordinates were scaled from a topographic map and have
 DA0506.an estimated accuracy of +/- 6 seconds.
 DA0506
 DA0506.The orthometric height was determined by differential leveling
 DA0506.and adjusted in June 1991.
 DA0506
 DA0506.The geoid height was determined by GEOID03.
 DA0506
 DA0506.The dynamic height is computed by dividing the NAVD 88
 DA0506.geopotential number by the normal gravity value computed on the
 DA0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0506.degrees latitude (g = 980.6199 gals.).
 DA0506
 DA0506.The modeled gravity was interpolated from observed gravity values.
 DA0506
 DA0506;                    North         East    Units  Estimated Accuracy
 DA0506;SPC AZ C     -   208,940.      135,100.      MT  (+/- 180 meters Scaled)
 DA0506
 DA0506                          SUPERSEDED SURVEY CONTROL
 DA0506
 DA0506  NGVD 29 (??/??/92)  257.450  (m)          844.65   (f) ADJ UNCH    1 2
 DA0506
 DA0506.Superseded values are not recommended for survey control.
 DA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0506.See file dsdata.txt to determine how the superseded data were derived.
 DA0506
 DA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB360395(NAD 83)
 DA0506_MARKER: DB = BENCH MARK DISK
 DA0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0506_STAMPING: K 331 1953
 DA0506_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0506+STABILITY: SURFACE MOTION
 DA0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0506+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0506
 DA0506  HISTORY     - Date     Condition        Report By
 DA0506  HISTORY     - 1953     MONUMENTED       CGS
 DA0506  HISTORY     - 1980     GOOD             NGS
 DA0506  HISTORY     - 20010730 MARK NOT FOUND   NGS
 DA0506  HISTORY     - 20060128 GOOD             USPSQD
 DA0506  HISTORY     - 20060128 GOOD             USPSQD
 DA0506  HISTORY     - 20070603 GOOD             GEOCAC
 DA0506
 DA0506                          STATION DESCRIPTION
 DA0506
 DA0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0506'5.0 MI S FROM GILA BEND.
 DA0506'5.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0506'COMPANY RAILROAD STATION AT GILA BEND, 0.1 MILE SOUTH OF TUCSON,
 DA0506'CORNERLIA AND GILA BEND RAILROAD BRIDGE 52, 8 POLES SOUTH OF MILEPOLE
 DA0506'5, 96.1 FEET WEST OF THE WEST RAIL, 46 FEET EAST OF THE CENTER LINE OF
 DA0506'THE HIGHWAY, 4 FEET NORTH OF AN IRON TELEPHONE POLE, 2.4 FEET SOUTH OF
 DA0506'A WITNESS POST, ABOUT 2 HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 DA0506'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0506
 DA0506                          STATION RECOVERY (1980)
 DA0506
 DA0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0506'7.8 KM (4.85 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0506'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15
 DA0506'MI) SOUTHWEST OF STATE HIGHWAY 85 MILEPOST 5, 0.2 KM (0.1 MI)
 DA0506'SOUTHWEST OF RAILWAY BRIDGE NUMBER 52, 8 TELEGRAPH POLES SOUTHWEST
 DA0506'OF RAILWAY MILEPOLE 5, 29.1 METERS (96.1 FT) NORTHWEST OF THE
 DA0506'NORTHWEST RAIL OF THE TRACKS, 26.2 METERS (86.0 FT) SOUTHEAST OF THE
 DA0506'CENTERLINE OF THE HIGHWAY, 1.5 METERS (5.0 FT) NORTHEAST OF AN IRON
 DA0506'TELEGRAPH POLE, 0.3 METER (1.0 FT) SOUTHEAST OF THE SOUTHEAST
 DA0506'RIGHT-OF-WAY FENCE.
 DA0506'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0506'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0506
 DA0506                          STATION RECOVERY (2001)
 DA0506
 DA0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0506'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0506
 DA0506                          STATION RECOVERY (2006)
 DA0506
 DA0506'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0506'RECOVERED AS DESCRIBED.
 DA0506
 DA0506                          STATION RECOVERY (2006)
 DA0506
 DA0506'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0506'RECOVERED AS DESCRIBED.
 DA0506
 DA0506                          STATION RECOVERY (2007)
 DA0506
 DA0506'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0544 ***********************************************************************
 DA0544  DESIGNATION -  K 332
 DA0544  PID         -  DA0544
 DA0544  STATE/COUNTY-  AZ/MARICOPA
 DA0544  USGS QUAD   -  DEADMAN GAP (1986)
 DA0544
 DA0544                         *CURRENT SURVEY CONTROL
 DA0544  ___________________________________________________________________
 DA0544* NAD 83(1986)-  32 36 07.     (N)    112 52 22.     (W)     SCALED    
 DA0544* NAVD 88     -       348.69   (+/-2cm)    1144.0    (feet)  VERTCON   
 DA0544  ___________________________________________________________________
 DA0544  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0544  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0544
 DA0544.The horizontal coordinates were scaled from a topographic map and have
 DA0544.an estimated accuracy of +/- 6 seconds.
 DA0544
 DA0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0544.The vertical order pertains to the NGVD 29 superseded value.
 DA0544
 DA0544.The geoid height was determined by GEOID03.
 DA0544
 DA0544;                    North         East    Units  Estimated Accuracy
 DA0544;SPC AZ C     -   178,020.      123,620.      MT  (+/- 180 meters Scaled)
 DA0544
 DA0544                          SUPERSEDED SURVEY CONTROL
 DA0544
 DA0544  NGVD 29 (??/??/92)  348.048  (m)         1141.89   (f) ADJ UNCH    1 2
 DA0544
 DA0544.Superseded values are not recommended for survey control.
 DA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0544.See file dsdata.txt to determine how the superseded data were derived.
 DA0544
 DA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB242087(NAD 83)
 DA0544_MARKER: DB = BENCH MARK DISK
 DA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0544_STAMPING: K 332 1953
 DA0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0544+STABILITY: SURFACE MOTION
 DA0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0544+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0544
 DA0544  HISTORY     - Date     Condition        Report By
 DA0544  HISTORY     - 1953     MONUMENTED       CGS
 DA0544  HISTORY     - 20070603 GOOD             GEOCAC
 DA0544
 DA0544                          STATION DESCRIPTION
 DA0544
 DA0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0544'19.1 MI N FROM AJO.
 DA0544'16.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0544'FROM THE STATION AT AJO, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD,
 DA0544'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 85, THENCE 0.1 MILE WEST
 DA0544'ALONG A GRAVELED ROAD, AT WILLIAMS AIR FORCE AUXILIARY FIELD NO. 2, AT
 DA0544'THE JUNCTION OF THE NORTHWEST-SOUTHEAST AND EAST-WEST RUNWAYS, 100
 DA0544'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RUNWAY PAVEMENT, 74 FEET
 DA0544'SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS
 DA0544'POST, ABOUT LEVEL WITH THE RUNWAY PAVEMENT, AND SET IN THE TOP OF A
 DA0544'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0544
 DA0544                          STATION RECOVERY (2007)
 DA0544
 DA0544'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0343 ***********************************************************************
 DA0343  DESIGNATION -  K 333
 DA0343  PID         -  DA0343
 DA0343  STATE/COUNTY-  AZ/PIMA
 DA0343  USGS QUAD   -  ARMENTA WELL (1990)
 DA0343
 DA0343                         *CURRENT SURVEY CONTROL
 DA0343  ___________________________________________________________________
 DA0343* NAD 83(1986)-  32 13 03.     (N)    112 45 26.     (W)     SCALED    
 DA0343* NAVD 88     -       532.004  (meters)    1745.42   (feet)  ADJUSTED  
 DA0343  ___________________________________________________________________
 DA0343  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DA0343  DYNAMIC HT  -         531.316 (meters)    1743.16  (feet)  COMP
 DA0343  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 DA0343
 DA0343  VERT ORDER  -  FIRST     CLASS II
 DA0343
 DA0343.The horizontal coordinates were scaled from a topographic map and have
 DA0343.an estimated accuracy of +/- 6 seconds.
 DA0343
 DA0343.The orthometric height was determined by differential leveling
 DA0343.and adjusted in June 1991.
 DA0343
 DA0343.The geoid height was determined by GEOID03.
 DA0343
 DA0343.The dynamic height is computed by dividing the NAVD 88
 DA0343.geopotential number by the normal gravity value computed on the
 DA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0343.degrees latitude (g = 980.6199 gals.).
 DA0343
 DA0343.The modeled gravity was interpolated from observed gravity values.
 DA0343
 DA0343;                    North         East    Units  Estimated Accuracy
 DA0343;SPC AZ C     -   135,290.      134,130.      MT  (+/- 180 meters Scaled)
 DA0343
 DA0343                          SUPERSEDED SURVEY CONTROL
 DA0343
 DA0343  NGVD 29 (??/??/92)  531.281  (m)         1743.04   (f) ADJ UNCH    1 2
 DA0343
 DA0343.Superseded values are not recommended for survey control.
 DA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0343.See file dsdata.txt to determine how the superseded data were derived.
 DA0343
 DA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA344658(NAD 83)
 DA0343_MARKER: DB = BENCH MARK DISK
 DA0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0343_SP_SET: CULVERT
 DA0343_STAMPING: K 333 1953
 DA0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0343
 DA0343  HISTORY     - Date     Condition        Report By
 DA0343  HISTORY     - 1953     MONUMENTED       CGS
 DA0343  HISTORY     - 1981     GOOD             NGS
 DA0343  HISTORY     - 19970305 GOOD             USPSQD
 DA0343  HISTORY     - 19990120 GOOD             USPSQD
 DA0343
 DA0343                          STATION DESCRIPTION
 DA0343
 DA0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0343'14.5 MI SE FROM AJO.
 DA0343'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0343'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0343'HIGHWAY 86, THENCE 3.6 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT A
 DA0343'TWIN CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 DA0343'EAST CONCRETE HEAD WALL, 15.4 FEET EAST OF THE CENTER LINE OF THE
 DA0343'HIGHWAY, 8.4 FEET SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT 1
 DA0343'FOOT HIGHER THAN THE HIGHWAY.
 DA0343
 DA0343                          STATION RECOVERY (1981)
 DA0343
 DA0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0343'5.9 KM (3.65 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0343'STATE HIGHWAY 86 IN WHY, 0.6 KM (0.4 MI) NORTHEAST OF HIGHWAY MILEPOST
 DA0343'57, 0.2 KM (0.1 MI) NORTHEAST OF A HIGHWAY SIGN READING -ORGAN PIPE
 DA0343'CACTUS NATIONAL MONUMENT 1 MILE-, SET IN THE TOP CENTER OF THE
 DA0343'SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 4.7 M
 DA0343'(15.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DA0343'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
 DA0343
 DA0343                          STATION RECOVERY (1997)
 DA0343
 DA0343'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0343'RECOVERED IN GOOD CONDITION.
 DA0343
 DA0343                          STATION RECOVERY (1999)
 DA0343
 DA0343'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0504 ***********************************************************************
 CG0504  DESIGNATION -  K 334
 CG0504  PID         -  CG0504
 CG0504  STATE/COUNTY-  AZ/PIMA
 CG0504  USGS QUAD   -  AMADO (1981)
 CG0504
 CG0504                         *CURRENT SURVEY CONTROL
 CG0504  ___________________________________________________________________
 CG0504* NAD 83(1986)-  31 43 35.     (N)    111 04 37.     (W)     SCALED    
 CG0504* NAVD 88     -       957.37   (+/-2cm)    3141.0    (feet)  VERTCON   
 CG0504  ___________________________________________________________________
 CG0504  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0504  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0504
 CG0504.The horizontal coordinates were scaled from a topographic map and have
 CG0504.an estimated accuracy of +/- 6 seconds.
 CG0504
 CG0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0504.The vertical order pertains to the NGVD 29 superseded value.
 CG0504
 CG0504.The geoid height was determined by GEOID03.
 CG0504
 CG0504;                    North         East    Units  Estimated Accuracy
 CG0504;SPC AZ C     -    80,840.      292,940.      MT  (+/- 180 meters Scaled)
 CG0504
 CG0504                          SUPERSEDED SURVEY CONTROL
 CG0504
 CG0504  NGVD 29 (??/??/92)  956.575  (m)         3138.36   (f) ADJ UNCH    1 2
 CG0504
 CG0504.Superseded values are not recommended for survey control.
 CG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0504.See file dsdata.txt to determine how the superseded data were derived.
 CG0504
 CG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA927101(NAD 83)
 CG0504_MARKER: DB = BENCH MARK DISK
 CG0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0504_STAMPING: K 334 1953
 CG0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0504+STABILITY: SURFACE MOTION
 CG0504
 CG0504  HISTORY     - Date     Condition        Report By
 CG0504  HISTORY     - 1953     MONUMENTED       CGS
 CG0504  HISTORY     - 1976     GOOD             USGS
 CG0504
 CG0504                          STATION DESCRIPTION
 CG0504
 CG0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0504'2.4 MI NW FROM AMADO.
 CG0504'1.4 MILES NORTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0504'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF A CATTLE
 CG0504'GUARD, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF
 CG0504'A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CG0504'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CG0504'GROUND.
 CG0504
 CG0504                          STATION RECOVERY (1976)
 CG0504
 CG0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0504'1.0 MI WEST ALONG PAVED ROAD FROM ARIVACA JUNCTION. 0.1 MI EAST OF
 CG0504'CATTLE GUARD, 45 FT N. OF THE CATTLEGUARD, 45 FT N. OF THE CENTERLINE
 CG0504'OF THE ROAD. ABOUT LEVEL WITH ROAD. AND SET IN TOP OF A CONCRETE POST
 CG0504'PROJECTING 0.3 FEET. A STANDARD DISK STAMPED K 334 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0495 ***********************************************************************
 CG0495  DESIGNATION -  K 335
 CG0495  PID         -  CG0495
 CG0495  STATE/COUNTY-  AZ/PIMA
 CG0495  USGS QUAD   -  TWIN BUTTES (1981)
 CG0495
 CG0495                         *CURRENT SURVEY CONTROL
 CG0495  ___________________________________________________________________
 CG0495* NAD 83(1986)-  31 53 04.     (N)    111 03 34.     (W)     SCALED    
 CG0495* NAVD 88     -      1042.92   (+/-2cm)    3421.6    (feet)  VERTCON   
 CG0495  ___________________________________________________________________
 CG0495  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0495
 CG0495.The horizontal coordinates were scaled from a topographic map and have
 CG0495.an estimated accuracy of +/- 6 seconds.
 CG0495
 CG0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0495.The vertical order pertains to the NGVD 29 superseded value.
 CG0495
 CG0495.The geoid height was determined by GEOID03.
 CG0495
 CG0495;                    North         East    Units  Estimated Accuracy
 CG0495;SPC AZ C     -    98,380.      294,460.      MT  (+/- 180 meters Scaled)
 CG0495
 CG0495                          SUPERSEDED SURVEY CONTROL
 CG0495
 CG0495  NGVD 29 (??/??/92) 1042.154  (m)         3419.13   (f) ADJ UNCH    2 0
 CG0495
 CG0495.Superseded values are not recommended for survey control.
 CG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0495.See file dsdata.txt to determine how the superseded data were derived.
 CG0495
 CG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA943276(NAD 83)
 CG0495_MARKER: DB = BENCH MARK DISK
 CG0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0495_STAMPING: K 335 1954
 CG0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0495+STABILITY: SURFACE MOTION
 CG0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0495+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0495
 CG0495  HISTORY     - Date     Condition        Report By
 CG0495  HISTORY     - 1954     MONUMENTED       CGS
 CG0495  HISTORY     - 20060316 GOOD             USPSQD
 CG0495
 CG0495                          STATION DESCRIPTION
 CG0495
 CG0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CG0495'1.4 MI S FROM TWIN BUTTES.
 CG0495'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT TWIN BUTTES,
 CG0495'232 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT THE CENTER OF A
 CG0495'CATTLE GUARD, 143 FEET SOUTH OF THE CENTER OF THE CROSSING OF A WASH,
 CG0495'59 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH
 CG0495'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 CG0495'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0495
 CG0495                          STATION RECOVERY (2006)
 CG0495
 CG0495'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0495'RECOVERED AS DESCRIBED.  SIDE ROAD IS NOW TWIN BUTTES ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0479 ***********************************************************************
 DA0479  DESIGNATION -  K 336
 DA0479  PID         -  DA0479
 DA0479  STATE/COUNTY-  AZ/PIMA
 DA0479  USGS QUAD   -  BURRO GAP (1990)
 DA0479
 DA0479                         *CURRENT SURVEY CONTROL
 DA0479  ___________________________________________________________________
 DA0479* NAD 83(1986)-  32 24 24.     (N)    112 41 15.     (W)     SCALED    
 DA0479* NAVD 88     -       563.14   (+/-2cm)    1847.6    (feet)  VERTCON   
 DA0479  ___________________________________________________________________
 DA0479  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0479
 DA0479.The horizontal coordinates were scaled from a topographic map and have
 DA0479.an estimated accuracy of +/- 6 seconds.
 DA0479
 DA0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0479.The vertical order pertains to the NGVD 29 superseded value.
 DA0479
 DA0479.The geoid height was determined by GEOID03.
 DA0479
 DA0479;                    North         East    Units  Estimated Accuracy
 DA0479;SPC AZ C     -   156,220.      140,850.      MT  (+/- 180 meters Scaled)
 DA0479
 DA0479                          SUPERSEDED SURVEY CONTROL
 DA0479
 DA0479  NGVD 29 (??/??/92)  562.427  (m)         1845.23   (f) ADJ UNCH    2 0
 DA0479
 DA0479.Superseded values are not recommended for survey control.
 DA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0479.See file dsdata.txt to determine how the superseded data were derived.
 DA0479
 DA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA413867(NAD 83)
 DA0479_MARKER: DB = BENCH MARK DISK
 DA0479_SETTING: 80 = SET IN A BOULDER
 DA0479_SP_SET: BOULDER
 DA0479_STAMPING: K 336 1961
 DA0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0479+STABILITY: SURFACE MOTION
 DA0479
 DA0479  HISTORY     - Date     Condition        Report By
 DA0479  HISTORY     - 1961     MONUMENTED       CGS
 DA0479
 DA0479                          STATION DESCRIPTION
 DA0479
 DA0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0479'11.45 MI E FROM AJO.
 DA0479'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0479'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0479'STATE HIGHWAY 85.  THENCE 9.9 MILES EAST ALONG A DIRT ROAD WHICH
 DA0479'FOLLOWS A PIPE LINE.  0.25 MILE NORTHEAST OF A METAL WINDMILL, SET IN
 DA0479'THE TOP OF A LARGE BLACK BOULDER WHICH PROJECTS 24 INCHES ABOVE THE
 DA0479'GROUND, 126 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 20 FEET
 DA0479'NORTHEAST OF A TALL, TWIN SAGUARO, 58.5 FEET NORTHWEST OF A METAL
 DA0479'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0227 ***********************************************************************
 DA0227  DESIGNATION -  K 337
 DA0227  PID         -  DA0227
 DA0227  STATE/COUNTY-  AZ/PIMA
 DA0227  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0227
 DA0227                         *CURRENT SURVEY CONTROL
 DA0227  ___________________________________________________________________
 DA0227* NAD 83(1986)-  32 29 18.     (N)    112 23 39.     (W)     SCALED    
 DA0227* NAVD 88     -       742.91   (+/-2cm)    2437.4    (feet)  VERTCON   
 DA0227  ___________________________________________________________________
 DA0227  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DA0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0227
 DA0227.The horizontal coordinates were scaled from a topographic map and have
 DA0227.an estimated accuracy of +/- 6 seconds.
 DA0227
 DA0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0227.The vertical order pertains to the NGVD 29 superseded value.
 DA0227
 DA0227.The geoid height was determined by GEOID03.
 DA0227
 DA0227;                    North         East    Units  Estimated Accuracy
 DA0227;SPC AZ C     -   165,110.      168,490.      MT  (+/- 180 meters Scaled)
 DA0227
 DA0227                          SUPERSEDED SURVEY CONTROL
 DA0227
 DA0227  NGVD 29 (??/??/92)  742.190  (m)         2435.00   (f) ADJ UNCH    2 0
 DA0227
 DA0227.Superseded values are not recommended for survey control.
 DA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0227.See file dsdata.txt to determine how the superseded data were derived.
 DA0227
 DA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA690954(NAD 83)
 DA0227_MARKER: DB = BENCH MARK DISK
 DA0227_SETTING: 80 = SET IN A BOULDER
 DA0227_SP_SET: BOULDER
 DA0227_STAMPING: K 337 1961
 DA0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0227+STABILITY: SURFACE MOTION
 DA0227
 DA0227  HISTORY     - Date     Condition        Report By
 DA0227  HISTORY     - 1961     MONUMENTED       CGS
 DA0227
 DA0227                          STATION DESCRIPTION
 DA0227
 DA0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0227'11.45 MI W FROM VENTANA.
 DA0227'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0227'AT VENTANA.  THENCE 4.95 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0227'PIPE LINE, SET IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 10 INCHES,
 DA0227'29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44 FEET NORTH AND ACROSS
 DA0227'THE ROAD FROM PIPE LINE MILEPOST NUMBER 52, AND ABOUT LEVEL WITH THE
 DA0227'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0465 ***********************************************************************
 DA0465  DESIGNATION -  K 338
 DA0465  PID         -  DA0465
 DA0465  STATE/COUNTY-  AZ/PIMA
 DA0465  USGS QUAD   -  GU VO (1990)
 DA0465
 DA0465                         *CURRENT SURVEY CONTROL
 DA0465  ___________________________________________________________________
 DA0465* NAD 83(1986)-  32 03 07.     (N)    112 34 29.     (W)     SCALED    
 DA0465* NAVD 88     -       668.15   (+/-2cm)    2192.1    (feet)  VERTCON   
 DA0465  ___________________________________________________________________
 DA0465  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0465
 DA0465.The horizontal coordinates were scaled from a topographic map and have
 DA0465.an estimated accuracy of +/- 6 seconds.
 DA0465
 DA0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0465.The vertical order pertains to the NGVD 29 superseded value.
 DA0465
 DA0465.The geoid height was determined by GEOID03.
 DA0465
 DA0465;                    North         East    Units  Estimated Accuracy
 DA0465;SPC AZ C     -   116,820.      151,220.      MT  (+/- 180 meters Scaled)
 DA0465
 DA0465                          SUPERSEDED SURVEY CONTROL
 DA0465
 DA0465  NGVD 29 (??/??/92)  667.408  (m)         2189.65   (f) ADJ UNCH    2 0
 DA0465
 DA0465.Superseded values are not recommended for survey control.
 DA0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0465.See file dsdata.txt to determine how the superseded data were derived.
 DA0465
 DA0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA513472(NAD 83)
 DA0465_MARKER: DB = BENCH MARK DISK
 DA0465_SETTING: 80 = SET IN A BOULDER
 DA0465_SP_SET: BOULDER
 DA0465_STAMPING: K 338 1961
 DA0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0465+STABILITY: SURFACE MOTION
 DA0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA0465+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 DA0465
 DA0465  HISTORY     - Date     Condition        Report By
 DA0465  HISTORY     - 1961     MONUMENTED       CGS
 DA0465  HISTORY     - 20020430 GOOD             INDIV
 DA0465
 DA0465                          STATION DESCRIPTION
 DA0465
 DA0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0465'17.8 MI N FROM MENAGERS.
 DA0465'ABOUT 17.8 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0465'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  0.6 MILE SOUTH OF THE
 DA0465'SCHOOL AT GU VO, AN INDIAN VILLAGE, SET IN THE TOP OF A BOULDER WHICH
 DA0465'PROJECTS 2 FEET, AT THE BOTTOM OF THE EAST SLOPE OF A ROCKY HILL, 132
 DA0465'FEET WEST OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH OF A TELEPHONE
 DA0465'POLE BRACED WITH A GUY WIRE, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 DA0465'ROAD.
 DA0465
 DA0465                          STATION RECOVERY (2002)
 DA0465
 DA0465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0054 ***********************************************************************
 CH0054  DESIGNATION -  K 339
 CH0054  PID         -  CH0054
 CH0054  STATE/COUNTY-  AZ/PIMA
 CH0054  USGS QUAD   -  KUPK (1988)
 CH0054
 CH0054                         *CURRENT SURVEY CONTROL
 CH0054  ___________________________________________________________________
 CH0054* NAD 83(1986)-  31 56 16.     (N)    112 12 24.     (W)     SCALED    
 CH0054* NAVD 88     -       560.97   (+/-2cm)    1840.4    (feet)  VERTCON   
 CH0054  ___________________________________________________________________
 CH0054  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 CH0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0054
 CH0054.The horizontal coordinates were scaled from a topographic map and have
 CH0054.an estimated accuracy of +/- 6 seconds.
 CH0054
 CH0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0054.The vertical order pertains to the NGVD 29 superseded value.
 CH0054
 CH0054.The geoid height was determined by GEOID03.
 CH0054
 CH0054;                    North         East    Units  Estimated Accuracy
 CH0054;SPC AZ C     -   104,010.      185,940.      MT  (+/- 180 meters Scaled)
 CH0054
 CH0054                          SUPERSEDED SURVEY CONTROL
 CH0054
 CH0054  NGVD 29 (??/??/92)  560.298  (m)         1838.24   (f) ADJ UNCH    2 0
 CH0054
 CH0054.Superseded values are not recommended for survey control.
 CH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0054.See file dsdata.txt to determine how the superseded data were derived.
 CH0054
 CH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA859341(NAD 83)
 CH0054_MARKER: DB = BENCH MARK DISK
 CH0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0054_STAMPING: K 339 1961
 CH0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0054+STABILITY: SURFACE MOTION
 CH0054
 CH0054  HISTORY     - Date     Condition        Report By
 CH0054  HISTORY     - 1961     MONUMENTED       CGS
 CH0054
 CH0054                          STATION DESCRIPTION
 CH0054
 CH0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0054'1.2 MI N FROM KUPK.
 CH0054'ABOUT 1.2 MILES NORTH ALONG A DIM TRAIL ROAD FROM THE STUCCO CHURCH AT
 CH0054'KUPK, AN INDIAN VILLAGE.  OR ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT
 CH0054'ROAD FROM THE MISSION CHURCH AT PISINIMO, AN INDIAN VILLAGE. THENCE
 CH0054'7.8 MILES SOUTHEAST ALONG A TRAIL ROAD.  THENCE 2.3 MILES EAST ALONG A
 CH0054'DIM TRAIL ROAD.  15 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 42
 CH0054'FEET SOUTH OF THE CENTER LINE OF A NARROW WASH, 12 FEET SOUTH OF A
 CH0054'12-INCH MESQUITE TREE, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 CH0054'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0054'PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 0.75 MILE NORTH OF A
 CH0054'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0054'NUMBERED 62.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0170 ***********************************************************************
 FP0170  DESIGNATION -  K 34
 FP0170  PID         -  FP0170
 FP0170  STATE/COUNTY-  AZ/APACHE
 FP0170  USGS QUAD   -  KINLICHEE (1983)
 FP0170
 FP0170                         *CURRENT SURVEY CONTROL
 FP0170  ___________________________________________________________________
 FP0170* NAD 83(1986)-  35 43 06.     (N)    109 25 08.     (W)     SCALED    
 FP0170* NAVD 88     -      2097.382  (meters)    6881.16   (feet)  ADJUSTED  
 FP0170  ___________________________________________________________________
 FP0170  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FP0170  DYNAMIC HT  -        2094.481 (meters)    6871.64  (feet)  COMP
 FP0170  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 FP0170
 FP0170  VERT ORDER  -  FIRST     CLASS II
 FP0170
 FP0170.The horizontal coordinates were scaled from a topographic map and have
 FP0170.an estimated accuracy of +/- 6 seconds.
 FP0170
 FP0170.The orthometric height was determined by differential leveling
 FP0170.and adjusted in June 1991.
 FP0170
 FP0170.The geoid height was determined by GEOID03.
 FP0170
 FP0170.The dynamic height is computed by dividing the NAVD 88
 FP0170.geopotential number by the normal gravity value computed on the
 FP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0170.degrees latitude (g = 980.6199 gals.).
 FP0170
 FP0170.The modeled gravity was interpolated from observed gravity values.
 FP0170
 FP0170;                    North         East    Units  Estimated Accuracy
 FP0170;SPC AZ E     -   523,520.      281,020.      MT  (+/- 180 meters Scaled)
 FP0170
 FP0170                          SUPERSEDED SURVEY CONTROL
 FP0170
 FP0170  NGVD 29 (??/??/92) 2096.402  (m)         6877.95   (f) ADJ UNCH    1 2
 FP0170
 FP0170.Superseded values are not recommended for survey control.
 FP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0170.See file dsdata.txt to determine how the superseded data were derived.
 FP0170
 FP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE430538(NAD 83)
 FP0170_MARKER: DB = BENCH MARK DISK
 FP0170_SETTING: 66 = SET IN ROCK OUTCROP
 FP0170_SP_SET: OUTCROP
 FP0170_STAMPING: 6877.945 K 34 1933
 FP0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0170+STABILITY: POSITION/ELEVATION WELL
 FP0170
 FP0170  HISTORY     - Date     Condition        Report By
 FP0170  HISTORY     - 1933     MONUMENTED       CGS
 FP0170  HISTORY     - 1934     GOOD             NGS
 FP0170  HISTORY     - 1977     GOOD             USGS
 FP0170
 FP0170                          STATION DESCRIPTION
 FP0170
 FP0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0170'8.6 MI SE FROM GANADO.
 FP0170'8.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0170'OFFICE AT GANADO, APACHE COUNTY, 250 FEET SOUTHWEST OF THE MIDDLE OF A
 FP0170'LONG CURVE AROUND A LOW PINE COVERED HILL, ON A NORTHWEST SLOPE NEAR
 FP0170'THE CENTER OF THE NORTHWEST END OF A GROUP OF SANDSTONE OUTCROPS, 104
 FP0170'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 FP0170'SANDSTONE OUTCROP, AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 FP0170'STAMPED 6877. 945 K 34 1933.
 FP0170
 FP0170                          STATION RECOVERY (1977)
 FP0170
 FP0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0170'6.85 MILES EAST ALONG STATE HIGHWAY 264 FROM THE JUNCTION OF STATE
 FP0170'HIGHWAYS 63 AND 264 IN GANADO, APACHE CO., TO A ROAD AT THE LEFT,
 FP0170'TURN LEFT AND PROCEED 0.1 MILES TO A ROAD CROSSING, TURN RIGHT ON OLD
 FP0170'HIGHWAY RIGHT OF WAY AND TRAVEL 0.6 MILES TO BM ON RIGHT. BM IS 250
 FP0170'FEET SOUTHWEST OF THE MIDDLE OF A LONG CURVE, ON A NORTHWEST SLOPE OF
 FP0170'A LOW PINE COVERED HILL, 104 FEET SOUTHEAST OF THE CENTERLINE OF
 FP0170'ROAD, IN THE TOP OF A SAND OUTCROP AND 4 FEET HIGHER THAN THE ROAD. A
 FP0170'STANDARD TABLET STAMPED 6877.945 K 34 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0142 ***********************************************************************
 FR0142  DESIGNATION -  K 340
 FR0142  PID         -  FR0142
 FR0142  STATE/COUNTY-  AZ/COCONINO
 FR0142  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0142
 FR0142                         *CURRENT SURVEY CONTROL
 FR0142  ___________________________________________________________________
 FR0142* NAD 83(1986)-  35 14 54.     (N)    112 11 57.     (W)     SCALED    
 FR0142* NAVD 88     -      2068.496  (meters)    6786.39   (feet)  ADJUSTED  
 FR0142  ___________________________________________________________________
 FR0142  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FR0142  DYNAMIC HT  -        2065.600 (meters)    6776.89  (feet)  COMP
 FR0142  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 FR0142
 FR0142  VERT ORDER  -  FIRST     CLASS II
 FR0142
 FR0142.The horizontal coordinates were scaled from a topographic map and have
 FR0142.an estimated accuracy of +/- 6 seconds.
 FR0142
 FR0142.The orthometric height was determined by differential leveling
 FR0142.and adjusted in June 1991.
 FR0142
 FR0142.The geoid height was determined by GEOID03.
 FR0142
 FR0142.The dynamic height is computed by dividing the NAVD 88
 FR0142.geopotential number by the normal gravity value computed on the
 FR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0142.degrees latitude (g = 980.6199 gals.).
 FR0142
 FR0142.The modeled gravity was interpolated from observed gravity values.
 FR0142
 FR0142;                    North         East    Units  Estimated Accuracy
 FR0142;SPC AZ C     -   471,160.      187,650.      MT  (+/- 180 meters Scaled)
 FR0142
 FR0142                          SUPERSEDED SURVEY CONTROL
 FR0142
 FR0142  NGVD 29 (??/??/92) 2067.516  (m)         6783.18   (f) ADJ UNCH    1 2
 FR0142
 FR0142.Superseded values are not recommended for survey control.
 FR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0142.See file dsdata.txt to determine how the superseded data were derived.
 FR0142
 FR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE909012(NAD 83)
 FR0142_MARKER: DB = BENCH MARK DISK
 FR0142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0142_STAMPING: K 340 1958
 FR0142_MARK LOGO: CGS   
 FR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0142+STABILITY: SURFACE MOTION
 FR0142
 FR0142  HISTORY     - Date     Condition        Report By
 FR0142  HISTORY     - 1958     MONUMENTED       CGS
 FR0142  HISTORY     - 1982     GOOD             NGS
 FR0142
 FR0142                          STATION DESCRIPTION
 FR0142
 FR0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0142'0.2 MI W FROM WILLIAMS.
 FR0142'ONE BLOCK NORTH OF THE POST OFFICE IN WILLIAMS, THENCE 0.65 MILE WEST
 FR0142'ALONG U.S. HIGHWAYS 66 AND 89, 8 FEET SOUTH OF THE SOUTH RAIL OF THE
 FR0142'SOUTH TRACK, CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST ABUTMENT
 FR0142'OF A ROCK RAILROAD BRIDGE.
 FR0142
 FR0142                          STATION RECOVERY (1982)
 FR0142
 FR0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0142'0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0142'AND SANTA FE RAILROAD STATION IN WILLIAMS, 0.3 KM (0.2 MI) EAST OF THE
 FR0142'WILLIAMS CEMETARY, AT A RAILROAD BRIDGE, IN TOP OF THE WEST STONE AND
 FR0142'CONCRETE ABUTMENT, 0.3 METER (1.0 FT) NORTH OF THE SOUTH END, 21.9
 FR0142'METERS (72 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.9 METERS (36
 FR0142'FT) SOUTH OF THE SOUTH RAIL AND 1 FOOT BELOW THE RAILS.
 FR0142'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0002 ***********************************************************************
 CH0002  DESIGNATION -  K 340
 CH0002  PID         -  CH0002
 CH0002  STATE/COUNTY-  AZ/PIMA
 CH0002  USGS QUAD   -  BAILEY PEAK (1988)
 CH0002
 CH0002                         *CURRENT SURVEY CONTROL
 CH0002  ___________________________________________________________________
 CH0002* NAD 83(1986)-  31 49 02.     (N)    112 29 57.     (W)     SCALED    
 CH0002* NAVD 88     -       541.41   (+/-2cm)    1776.3    (feet)  VERTCON   
 CH0002  ___________________________________________________________________
 CH0002  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CH0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0002
 CH0002.The horizontal coordinates were scaled from a topographic map and have
 CH0002.an estimated accuracy of +/- 6 seconds.
 CH0002
 CH0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0002.The vertical order pertains to the NGVD 29 superseded value.
 CH0002
 CH0002.The geoid height was determined by GEOID03.
 CH0002
 CH0002;                    North         East    Units  Estimated Accuracy
 CH0002;SPC AZ C     -    90,750.      158,210.      MT  (+/- 180 meters Scaled)
 CH0002
 CH0002                          SUPERSEDED SURVEY CONTROL
 CH0002
 CH0002  NGVD 29 (??/??/92)  540.701  (m)         1773.95   (f) ADJ UNCH    2 0
 CH0002
 CH0002.Superseded values are not recommended for survey control.
 CH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0002.See file dsdata.txt to determine how the superseded data were derived.
 CH0002
 CH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA581211(NAD 83)
 CH0002_MARKER: DB = BENCH MARK DISK
 CH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0002_STAMPING: K 340 1962
 CH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0002+STABILITY: SURFACE MOTION
 CH0002
 CH0002  HISTORY     - Date     Condition        Report By
 CH0002  HISTORY     - 1961     MONUMENTED       CGS
 CH0002
 CH0002                          STATION DESCRIPTION
 CH0002
 CH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0002'4.75 MI E FROM MENAGERS.
 CH0002'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0002'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0002'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0002'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0002'AND A SMALL LAKE. THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0002'THENCE 0.85 MILE SOUTHEAST AONG A TRAIL ROAD.  THENCE 1.75 MILES EAST
 CH0002'ALONG A TRAIL ROAD.  3.0 MILES WEST OF THE MORE WESTERLY OF TWO METAL
 CH0002'WINDMILLS, 0.3 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CH0002'WHICH PROJECTS 16 FEET AND IS NUMBERED 55, 43 FEET NORTH OF THE CENTER
 CH0002'LINE OF THE TRAIL ROAD, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 CH0002'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CH0002'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0289 ***********************************************************************
 FQ0289  DESIGNATION -  K 341
 FQ0289  PID         -  FQ0289
 FQ0289  STATE/COUNTY-  AZ/COCONINO
 FQ0289  USGS QUAD   -  BELLEMONT (1980)
 FQ0289
 FQ0289                         *CURRENT SURVEY CONTROL
 FQ0289  ___________________________________________________________________
 FQ0289* NAD 83(1986)-  35 14 49.     (N)    111 51 41.     (W)     SCALED    
 FQ0289* NAVD 88     -      2199.030  (meters)    7214.65   (feet)  ADJUSTED  
 FQ0289  ___________________________________________________________________
 FQ0289  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0289  DYNAMIC HT  -        2195.906 (meters)    7204.40  (feet)  COMP
 FQ0289  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 FQ0289
 FQ0289  VERT ORDER  -  FIRST     CLASS II
 FQ0289
 FQ0289.The horizontal coordinates were scaled from a topographic map and have
 FQ0289.an estimated accuracy of +/- 6 seconds.
 FQ0289
 FQ0289.The orthometric height was determined by differential leveling
 FQ0289.and adjusted in June 1991.
 FQ0289
 FQ0289.The geoid height was determined by GEOID03.
 FQ0289
 FQ0289.The dynamic height is computed by dividing the NAVD 88
 FQ0289.geopotential number by the normal gravity value computed on the
 FQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0289.degrees latitude (g = 980.6199 gals.).
 FQ0289
 FQ0289.The modeled gravity was interpolated from observed gravity values.
 FQ0289
 FQ0289;                    North         East    Units  Estimated Accuracy
 FQ0289;SPC AZ C     -   470,970.      218,390.      MT  (+/- 180 meters Scaled)
 FQ0289
 FQ0289                          SUPERSEDED SURVEY CONTROL
 FQ0289
 FQ0289  NGVD 29 (??/??/92) 2198.003  (m)         7211.28   (f) ADJ UNCH    1 2
 FQ0289
 FQ0289.Superseded values are not recommended for survey control.
 FQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0289.See file dsdata.txt to determine how the superseded data were derived.
 FQ0289
 FQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE216007(NAD 83)
 FQ0289_MARKER: DB = BENCH MARK DISK
 FQ0289_SETTING: 80 = SET IN A BOULDER
 FQ0289_SP_SET: BOULDER
 FQ0289_STAMPING: K 341 1958
 FQ0289_MARK LOGO: CGS   
 FQ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0289+STABILITY: SURFACE MOTION
 FQ0289
 FQ0289  HISTORY     - Date     Condition        Report By
 FQ0289  HISTORY     - 1958     MONUMENTED       CGS
 FQ0289  HISTORY     - 1982     GOOD             NGS
 FQ0289
 FQ0289                          STATION DESCRIPTION
 FQ0289
 FQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0289'13.7 MI W FROM FLAGSTAFF.
 FQ0289'13.7 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0289'IN FLAGSTAFF, 0.15 MILE EAST OF THE ROAD LEADING TO THE NOD INDIAN
 FQ0289'VILLAGE, 0.1 MILE EAST OF MILEPOST NUMBER 202, ABOUT 240 FEET SOUTH OF
 FQ0289'THE HIGHWAY, 6 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL
 FQ0289'HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FQ0289
 FQ0289                          STATION RECOVERY (1982)
 FQ0289
 FQ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0289'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0289'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 7.9 KM (4.9 MI) WEST ALONG
 FQ0289'OLD US HIGHWAY 66, IN TOP OF A 3 BY 4 FOOT BOULDER PROJECTING 1 FOOT
 FQ0289'ABOVE THE GROUND, 0.6 KM (0.4 MI) EAST OF THE EAST END OF THE PAVED
 FQ0289'PART OF OLD US HIGHWAY 66, 0.2 KM (0.15 MI) EAST OF THE T JUNCTION OF
 FQ0289'A DIRT ROAD LEADING SOUTH TO THE NOD INDIAN VILLAGE, AT A GROUP OF
 FQ0289'SEVEN PINES TREES IN THE SOUTH RIGHT OF WAY FENCE OF THE OLD HIGHWAY,
 FQ0289'76.6 METERS (258 FT) SOUTH OF A SLOW SIGN, 73.1 METERS (240 FT) SOUTH
 FQ0289'OF THE CENTERLINE OF THE OLD HIGHWAY, 9 METERS (30 FT) NORTHWEST OF A
 FQ0289'36-INCH PINE TREE USED AS A FENCE CORNER, 6 METERS (20 FT) WEST OF THE
 FQ0289'OLD FENCE ALIGNMENT, 1.9 KM (1.2 MI) WEST OF BENCH MARK M 341.
 FQ0289'THE MARK IS 2 METERS  W FROM A WITNESS POST.
 FQ0289'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0022 ***********************************************************************
 CH0022  DESIGNATION -  K 341
 CH0022  PID         -  CH0022
 CH0022  STATE/COUNTY-  AZ/PIMA
 CH0022  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0022
 CH0022                         *CURRENT SURVEY CONTROL
 CH0022  ___________________________________________________________________
 CH0022* NAD 83(1986)-  31 47 38.     (N)    112 14 06.     (W)     SCALED    
 CH0022* NAVD 88     -       561.12   (+/-2cm)    1840.9    (feet)  VERTCON   
 CH0022  ___________________________________________________________________
 CH0022  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 CH0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0022
 CH0022.The horizontal coordinates were scaled from a topographic map and have
 CH0022.an estimated accuracy of +/- 6 seconds.
 CH0022
 CH0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0022.The vertical order pertains to the NGVD 29 superseded value.
 CH0022
 CH0022.The geoid height was determined by GEOID03.
 CH0022
 CH0022;                    North         East    Units  Estimated Accuracy
 CH0022;SPC AZ C     -    88,060.      183,220.      MT  (+/- 180 meters Scaled)
 CH0022
 CH0022                          SUPERSEDED SURVEY CONTROL
 CH0022
 CH0022  NGVD 29 (??/??/92)  560.432  (m)         1838.68   (f) ADJ UNCH    2 0
 CH0022
 CH0022.Superseded values are not recommended for survey control.
 CH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0022.See file dsdata.txt to determine how the superseded data were derived.
 CH0022
 CH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA830182(NAD 83)
 CH0022_MARKER: DB = BENCH MARK DISK
 CH0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0022_STAMPING: K 341 1961
 CH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0022+STABILITY: SURFACE MOTION
 CH0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0022+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 CH0022
 CH0022  HISTORY     - Date     Condition        Report By
 CH0022  HISTORY     - 1961     MONUMENTED       CGS
 CH0022  HISTORY     - 20060822 GOOD             TOHONO
 CH0022
 CH0022                          STATION DESCRIPTION
 CH0022
 CH0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0022'4.35 MI E FROM PAPAGO FARMS.
 CH0022'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0022'PAPAGO FARMS.  THENCE 3.9 MILES EAST ALONG A GRADED DIRT ROAD.  3.4
 CH0022'MILES EAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0022'FEET AND IS NUMBERED 67, ABOUT MIDWAY OF A CURVE AND 79 FEET SOUTHEAST
 CH0022'OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF A METAL WITNESS
 CH0022'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CH0022'PROJECTING 6 INCHES.
 CH0022
 CH0022                          STATION RECOVERY (2006)
 CH0022
 CH0022'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CH0022'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0223 ***********************************************************************
 FQ0223  DESIGNATION -  K 342
 FQ0223  PID         -  FQ0223
 FQ0223  STATE/COUNTY-  AZ/COCONINO
 FQ0223  USGS QUAD   -  METEOR CRATER (1983)
 FQ0223
 FQ0223                         *CURRENT SURVEY CONTROL
 FQ0223  ___________________________________________________________________
 FQ0223* NAD 83(1986)-  35 06 21.     (N)    111 00 36.     (W)     SCALED    
 FQ0223* NAVD 88     -      1620.229  (meters)    5315.70   (feet)  ADJUSTED  
 FQ0223  ___________________________________________________________________
 FQ0223  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FQ0223  DYNAMIC HT  -        1618.047 (meters)    5308.54  (feet)  COMP
 FQ0223  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 FQ0223
 FQ0223  VERT ORDER  -  FIRST     CLASS II
 FQ0223
 FQ0223.The horizontal coordinates were scaled from a topographic map and have
 FQ0223.an estimated accuracy of +/- 6 seconds.
 FQ0223
 FQ0223.The orthometric height was determined by differential leveling
 FQ0223.and adjusted in June 1991.
 FQ0223
 FQ0223.The geoid height was determined by GEOID03.
 FQ0223
 FQ0223.The dynamic height is computed by dividing the NAVD 88
 FQ0223.geopotential number by the normal gravity value computed on the
 FQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0223.degrees latitude (g = 980.6199 gals.).
 FQ0223
 FQ0223.The modeled gravity was interpolated from observed gravity values.
 FQ0223
 FQ0223;                    North         East    Units  Estimated Accuracy
 FQ0223;SPC AZ C     -   455,690.      296,010.      MT  (+/- 180 meters Scaled)
 FQ0223
 FQ0223                          SUPERSEDED SURVEY CONTROL
 FQ0223
 FQ0223  NGVD 29 (??/??/92) 1619.384  (m)         5312.93   (f) ADJ UNCH    1 2
 FQ0223
 FQ0223.Superseded values are not recommended for survey control.
 FQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0223.See file dsdata.txt to determine how the superseded data were derived.
 FQ0223
 FQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD990847(NAD 83)
 FQ0223_MARKER: DB = BENCH MARK DISK
 FQ0223_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0223_SP_SET: ROCK OUTCROP
 FQ0223_STAMPING: K 342 1958
 FQ0223_MARK LOGO: CGS   
 FQ0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0223+STABILITY: POSITION/ELEVATION WELL
 FQ0223
 FQ0223  HISTORY     - Date     Condition        Report By
 FQ0223  HISTORY     - 1958     MONUMENTED       CGS
 FQ0223  HISTORY     - 1983     GOOD             NGS
 FQ0223
 FQ0223                          STATION DESCRIPTION
 FQ0223
 FQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0223'19.0 MI W FROM WINSLOW.
 FQ0223'19.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0223'0.4 MILE EAST OF MILEPOST 254, 170 FEET SOUTH OF THE HIGHWAY, 40 FEET
 FQ0223'SOUTH OF THE FENCE, 7.6 FEET WEST OF THE WITNESS POST, CEMENTED IN A
 FQ0223'DRILL HOLE IN A LARGE ROCK OUTCROP THAT PROJECTS 2 FEET.
 FQ0223
 FQ0223                          STATION RECOVERY (1983)
 FQ0223
 FQ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0223'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  30.2 KM (18.75
 FQ0223'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0223'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) EAST OF MILEPOST 235, IN THE
 FQ0223'CENTER OF A 15 BY 18 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 51.8
 FQ0223'METERS (169.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0223'THE HIGHWAY AND 12.3 METERS (40.4 FT) SOUTH OF A FENCE.
 FQ0223'THE MARK IS 2.4 METERS  W FROM A WITNESS POST.
 FQ0223'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0035 ***********************************************************************
 CH0035  DESIGNATION -  K 342
 CH0035  PID         -  CH0035
 CH0035  STATE/COUNTY-  AZ/PIMA
 CH0035  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0035
 CH0035                         *CURRENT SURVEY CONTROL
 CH0035  ___________________________________________________________________
 CH0035* NAD 83(1986)-  31 43 26.     (N)    112 04 44.     (W)     SCALED    
 CH0035* NAVD 88     -       659.57   (+/-2cm)    2163.9    (feet)  VERTCON   
 CH0035  ___________________________________________________________________
 CH0035  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 CH0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0035
 CH0035.The horizontal coordinates were scaled from a topographic map and have
 CH0035.an estimated accuracy of +/- 6 seconds.
 CH0035
 CH0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0035.The vertical order pertains to the NGVD 29 superseded value.
 CH0035
 CH0035.The geoid height was determined by GEOID03.
 CH0035
 CH0035;                    North         East    Units  Estimated Accuracy
 CH0035;SPC AZ C     -    80,270.      197,990.      MT  (+/- 180 meters Scaled)
 CH0035
 CH0035                          SUPERSEDED SURVEY CONTROL
 CH0035
 CH0035  NGVD 29 (??/??/92)  658.863  (m)         2161.62   (f) ADJ UNCH    2 0
 CH0035
 CH0035.Superseded values are not recommended for survey control.
 CH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0035.See file dsdata.txt to determine how the superseded data were derived.
 CH0035
 CH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA977103(NAD 83)
 CH0035_MARKER: DB = BENCH MARK DISK
 CH0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0035_STAMPING: K 342 1961
 CH0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0035+STABILITY: SURFACE MOTION
 CH0035
 CH0035  HISTORY     - Date     Condition        Report By
 CH0035  HISTORY     - 1961     MONUMENTED       CGS
 CH0035
 CH0035                          STATION DESCRIPTION
 CH0035
 CH0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0035'11.75 MI SE FROM KOTS KUG.
 CH0035'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0035'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0035'EAST ALONG A GRADED DIRT ROAD.  THENCE 8.8 MILES SOUTHEAST ALONG A
 CH0035'TRAIL ROAD, 0.2 MILE SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0035'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 69, 1.8 MILES SOUTHEAST OF
 CH0035'A WINDMILL AND LARGE METAL WATER TANK, 454 FEET WEST OF A FENCE, 24
 CH0035'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A METAL
 CH0035'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CH0035'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0145 ***********************************************************************
 DV0145  DESIGNATION -  K 343
 DV0145  PID         -  DV0145
 DV0145  STATE/COUNTY-  AZ/MARICOPA
 DV0145  USGS QUAD   -  NEW RIVER (1981)
 DV0145
 DV0145                         *CURRENT SURVEY CONTROL
 DV0145  ___________________________________________________________________
 DV0145* NAD 83(1986)-  33 52 50.     (N)    112 08 52.     (W)     SCALED    
 DV0145* NAVD 88     -       590.12   (+/-2cm)    1936.1    (feet)  VERTCON   
 DV0145  ___________________________________________________________________
 DV0145  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DV0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0145
 DV0145.The horizontal coordinates were scaled from a topographic map and have
 DV0145.an estimated accuracy of +/- 6 seconds.
 DV0145
 DV0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0145.The vertical order pertains to the NGVD 29 superseded value.
 DV0145
 DV0145.The geoid height was determined by GEOID03.
 DV0145
 DV0145;                    North         East    Units  Estimated Accuracy
 DV0145;SPC AZ C     -   319,430.      191,980.      MT  (+/- 180 meters Scaled)
 DV0145
 DV0145                          SUPERSEDED SURVEY CONTROL
 DV0145
 DV0145  NGVD 29 (??/??/92)  589.507  (m)         1934.07   (f) ADJ UNCH    2 0
 DV0145
 DV0145.Superseded values are not recommended for survey control.
 DV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0145.See file dsdata.txt to determine how the superseded data were derived.
 DV0145
 DV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC938495(NAD 83)
 DV0145_MARKER: DB = BENCH MARK DISK
 DV0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0145_SP_SET: MONUMENT
 DV0145_STAMPING: K 343 1959
 DV0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0145
 DV0145  HISTORY     - Date     Condition        Report By
 DV0145  HISTORY     - 1959     MONUMENTED       CGS
 DV0145  HISTORY     - 1970     GOOD             NGS
 DV0145  HISTORY     - 19951015 GOOD             USPSQD
 DV0145  HISTORY     - 20070629 GOOD             GEOCAC
 DV0145
 DV0145                          STATION DESCRIPTION
 DV0145
 DV0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0145'1.75 MI S FROM NEW RIVER.
 DV0145'1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0145'RIVER TO THE MARK ON THE RIGHT.  141 FEET NORTHWEST OF SIGN DESERT
 DV0145'HILLS EXIT 1/2 MILE, 33 FEET WEST OF THE CENTER LINE OF THE WEST
 DV0145'FRONTAGE ROAD, 2 1/2 FEET NORTH OF THE WITNESS POST AND 2 FEET EAST OF
 DV0145'THE RIGHT OF WAY FENCE.  THE MARK IS SET IN THE TOP OF A 12 INCH ROUND
 DV0145'CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 DV0145
 DV0145                          STATION RECOVERY (1995)
 DV0145
 DV0145'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0145'RECOVERED IN GOOD CONDITION.
 DV0145
 DV0145                          STATION RECOVERY (2007)
 DV0145
 DV0145'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0145'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DV0145'COORDINATES
 DV0145'33 52 50.9 (N)   112 08 52.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0904 ***********************************************************************
 DA0904  DESIGNATION -  K 344
 DA0904  PID         -  DA0904
 DA0904  STATE/COUNTY-  AZ/PIMA
 DA0904  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0904
 DA0904                         *CURRENT SURVEY CONTROL
 DA0904  ___________________________________________________________________
 DA0904* NAD 83(1986)-  32 06 14.     (N)    113 18 11.     (W)     SCALED    
 DA0904* NAVD 88     -       268.43   (+/-2cm)     880.7    (feet)  VERTCON   
 DA0904  ___________________________________________________________________
 DA0904  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA0904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0904
 DA0904.The horizontal coordinates were scaled from a topographic map and have
 DA0904.an estimated accuracy of +/- 6 seconds.
 DA0904
 DA0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0904.The vertical order pertains to the NGVD 29 superseded value.
 DA0904
 DA0904.The geoid height was determined by GEOID03.
 DA0904
 DA0904;                    North         East    Units  Estimated Accuracy
 DA0904;SPC AZ C     -   123,230.       82,510.      MT  (+/- 180 meters Scaled)
 DA0904
 DA0904                          SUPERSEDED SURVEY CONTROL
 DA0904
 DA0904  NGVD 29 (??/??/92)  267.752  (m)          878.45   (f) ADJ UNCH    2 0
 DA0904
 DA0904.Superseded values are not recommended for survey control.
 DA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0904.See file dsdata.txt to determine how the superseded data were derived.
 DA0904
 DA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA826542(NAD 83)
 DA0904_MARKER: DB = BENCH MARK DISK
 DA0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0904_STAMPING: K 344 1961
 DA0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0904+STABILITY: SURFACE MOTION
 DA0904
 DA0904  HISTORY     - Date     Condition        Report By
 DA0904  HISTORY     - 1961     MONUMENTED       CGS
 DA0904  HISTORY     - 1962     GOOD             NGS
 DA0904
 DA0904                          STATION DESCRIPTION
 DA0904
 DA0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0904'1.1 MI SW FROM PAPAGO WELL.
 DA0904'ABOUT 1.1 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0904'TANK AT PAPAGO WELL, 1.5 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0904'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 31, ABOUT 0.1
 DA0904'MILE NORTH OF A NORTHWEST-SOUTHEAST ROCKY RIDGE, 15 FEET NORTH OF THE
 DA0904'CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST,
 DA0904'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF
 DA0904'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0586 ***********************************************************************
 ES0586  DESIGNATION -  K 344
 ES0586  PID         -  ES0586
 ES0586  STATE/COUNTY-  AZ/YAVAPAI
 ES0586  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0586
 ES0586                         *CURRENT SURVEY CONTROL
 ES0586  ___________________________________________________________________
 ES0586* NAD 83(2007)-  34 34 13.02950(N)    111 53 35.25690(W)     ADJUSTED  
 ES0586* NAVD 88     -      1002.662  (meters)    3289.57   (feet)  ADJUSTED  
 ES0586  ___________________________________________________________________
 ES0586  EPOCH DATE  -        2007.00
 ES0586  X           -  -1,960,743.868 (meters)                     COMP
 ES0586  Y           -  -4,879,194.762 (meters)                     COMP
 ES0586  Z           -   3,599,269.084 (meters)                     COMP
 ES0586  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ES0586  ELLIP HEIGHT-         976.649 (meters)          (02/10/07) ADJUSTED
 ES0586  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 ES0586  DYNAMIC HT  -        1001.388 (meters)    3285.39  (feet)  COMP
 ES0586
 ES0586  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0586  Type    PID    Designation                      North   East  Ellip
 ES0586  -------------------------------------------------------------------
 ES0586  NETWORK ES0586 K 344                             0.96   0.94   2.82
 ES0586  -------------------------------------------------------------------
 ES0586  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 ES0586
 ES0586  VERT ORDER  -  FIRST     CLASS II
 ES0586
 ES0586.The horizontal coordinates were established by GPS observations
 ES0586.and adjusted by the National Geodetic Survey in February 2007.
 ES0586
 ES0586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0586.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0586.The horizontal coordinates are valid at the epoch date displayed above.
 ES0586.The epoch date for horizontal control is a decimal equivalence
 ES0586.of Year/Month/Day.
 ES0586
 ES0586.The orthometric height was determined by differential leveling
 ES0586.and adjusted in June 1991.
 ES0586
 ES0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0586
 ES0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0586
 ES0586.The ellipsoidal height was determined by GPS observations
 ES0586.and is referenced to NAD 83.
 ES0586
 ES0586.The geoid height was determined by GEOID03.
 ES0586
 ES0586.The dynamic height is computed by dividing the NAVD 88
 ES0586.geopotential number by the normal gravity value computed on the
 ES0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0586.degrees latitude (g = 980.6199 gals.).
 ES0586
 ES0586.The modeled gravity was interpolated from observed gravity values.
 ES0586
 ES0586;                    North         East     Units Scale Factor Converg.
 ES0586;SPC AZ C     -   395,908.201   215,519.858   MT  0.99990006   +0 00 48.1
 ES0586;SPC AZ C     - 1,298,911.42    707,086.15   iFT  0.99990006   +0 00 48.1
 ES0586;UTM  12      - 3,825,753.422   418,075.733   MT  0.99968272   -0 30 24.5
 ES0586
 ES0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0586!SPC AZ C     -   0.99984671  x   0.99990006  =   0.99974679
 ES0586!UTM  12      -   0.99984671  x   0.99968272  =   0.99952948
 ES0586
 ES0586                          SUPERSEDED SURVEY CONTROL
 ES0586
 ES0586  NAD 83(1992)-  34 34 13.02899(N)    111 53 35.25648(W) AD(       ) A
 ES0586  ELLIP H (05/31/05)  976.650  (m)                       GP(       ) 4 2
 ES0586  NAVD 88 (05/31/05) 1002.66   (m)         3289.6    (f) LEVELING    3  
 ES0586  NGVD 29 (??/??/92) 1001.931  (m)         3287.17   (f) ADJ UNCH    1 2
 ES0586
 ES0586.Superseded values are not recommended for survey control.
 ES0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0586.See file dsdata.txt to determine how the superseded data were derived.
 ES0586
 ES0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1807625753(NAD 83)
 ES0586_MARKER: DB = BENCH MARK DISK
 ES0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0586_STAMPING: K 344 1959
 ES0586_MARK LOGO: CGS   
 ES0586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0586+STABILITY: SURFACE MOTION
 ES0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0586+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 ES0586
 ES0586  HISTORY     - Date     Condition        Report By
 ES0586  HISTORY     - 1959     MONUMENTED       CGS
 ES0586  HISTORY     - 1982     GOOD             NGS
 ES0586  HISTORY     - 20031215 GOOD             SHEPH
 ES0586
 ES0586                          STATION DESCRIPTION
 ES0586
 ES0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0586'3.0 MI W FROM CAMP VERDE.
 ES0586'3.0 MILES SOUTHWEST ALONG THE PAVED ROAD LEADING TO PHOENIX FROM THE
 ES0586'POST OFFICE IN CAMP VERDE, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY
 ES0586'79, 0.5 MILE NORTH OF MILEPOST 286, 100 FEET WEST OF THE CENTER OF THE
 ES0586'HIGHWAY, 1 FOOT EAST OF THE FENCE, 4 FEET SOUTH OF THE WITNESS POST,
 ES0586'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0586
 ES0586                          STATION RECOVERY (1982)
 ES0586
 ES0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0586'RECOVERED IN GOOD CONDITION.
 ES0586
 ES0586                          STATION RECOVERY (2003)
 ES0586
 ES0586'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003 (MLD)
 ES0586'RECOVERY NOTE BY SHEPHARD-WESNITZER, DEC 2003 (MLD) RECOVERED IN GOOD
 ES0586'CONDITION. A NEW DESCRIPTION FOLLOWS. TO REACH THE STATION FROM THE
 ES0586'INTERSECTION OF INTERSTATE 17 AND STATE HIGHWAY 260 (EXIT 287), GO
 ES0586'SOUTH 1.2 KM (0.7 MI) ON I-17 TO A REDUCED SPEED AHEAD SIGN ON THE
 ES0586'RIGHT AND THE STATION ON THE RIGHT.
 ES0586' 
 ES0586'THE STATION IS 25 M (80 FT) WEST OF THE WEST EDGE OF THE PAVEMENT OF
 ES0586'THE SOUTHBOUND LANE AND APPROXIMATELY 30 M (100 FT) NORTHWEST OF A
 ES0586''REDUCED SPEED AHEAD' SIGN.  THE STATION IS 1 M (3 FT) SOUTH OF A
 ES0586'WHITE WITNESS SIGN MOUNTED ON A 3 FT TALL T-POST.  THE STATION IS 0.5
 ES0586'M (1.5 FT) INSIDE THE R. O. W. FENCE.  THE STATION IS A 9 CM (3.5 IN)
 ES0586'BRASSCAP SET IN A 0.3 M (1 FT) DIAMETER CONCRETE CYLINDER AND IS 13 CM
 ES0586'(5 IN) ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0879 ***********************************************************************
 DA0879  DESIGNATION -  K 345
 DA0879  PID         -  DA0879
 DA0879  STATE/COUNTY-  AZ/PIMA
 DA0879  USGS QUAD   -  NORTH OF AGUA DULCE (1990)
 DA0879
 DA0879                         *CURRENT SURVEY CONTROL
 DA0879  ___________________________________________________________________
 DA0879* NAD 83(1986)-  32 14 58.     (N)    113 09 40.     (W)     SCALED    
 DA0879* NAVD 88     -       279.72   (+/-2cm)     917.7    (feet)  VERTCON   
 DA0879  ___________________________________________________________________
 DA0879  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DA0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0879
 DA0879.The horizontal coordinates were scaled from a topographic map and have
 DA0879.an estimated accuracy of +/- 6 seconds.
 DA0879
 DA0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0879.The vertical order pertains to the NGVD 29 superseded value.
 DA0879
 DA0879.The geoid height was determined by GEOID03.
 DA0879
 DA0879;                    North         East    Units  Estimated Accuracy
 DA0879;SPC AZ C     -   139,200.       96,100.      MT  (+/- 180 meters Scaled)
 DA0879
 DA0879                          SUPERSEDED SURVEY CONTROL
 DA0879
 DA0879  NGVD 29 (??/??/92)  279.048  (m)          915.51   (f) ADJ UNCH    2 0
 DA0879
 DA0879.Superseded values are not recommended for survey control.
 DA0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0879.See file dsdata.txt to determine how the superseded data were derived.
 DA0879
 DA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA964701(NAD 83)
 DA0879_MARKER: DB = BENCH MARK DISK
 DA0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0879_STAMPING: K 345 1961
 DA0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0879+STABILITY: SURFACE MOTION
 DA0879
 DA0879  HISTORY     - Date     Condition        Report By
 DA0879  HISTORY     - 1961     MONUMENTED       CGS
 DA0879  HISTORY     - 1962     GOOD             NGS
 DA0879
 DA0879                          STATION DESCRIPTION
 DA0879
 DA0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0879'35.25 MI SW FROM AJO.
 DA0879'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0879'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0879'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0879'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0879'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0879'ALONG A TRAIL ROAD.  THENCE 11.6 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0879'2.35 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0879'PROJECTS 16 FEET AND IS NUMBERED 46, 6.1 MILES NORTHWEST OF A BOUNDARY
 DA0879'FENCE CORNER OF THE CABEZA PRIETE GAME REFUGE, ABOUT 0.4 MILE
 DA0879'NORTHEAST OF AN EARTH DAM AND SMALL POND, 23 FEET WEST OF THE CENTER
 DA0879'LINE OF THE ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 DA0879'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DA0879'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0524 ***********************************************************************
 ES0524  DESIGNATION -  K 345
 ES0524  PID         -  ES0524
 ES0524  STATE/COUNTY-  AZ/COCONINO
 ES0524  USGS QUAD   -  MUNDS PARK (1974)
 ES0524
 ES0524                         *CURRENT SURVEY CONTROL
 ES0524  ___________________________________________________________________
 ES0524* NAD 83(1986)-  34 56 19.     (N)    111 39 00.     (W)     SCALED    
 ES0524* NAVD 88     -      1969.609  (meters)    6461.96   (feet)  ADJUSTED  
 ES0524  ___________________________________________________________________
 ES0524  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ES0524  DYNAMIC HT  -        1966.855 (meters)    6452.92  (feet)  COMP
 ES0524  MODELED GRAV-     979,165.1   (mgal)                       NAVD 88
 ES0524
 ES0524  VERT ORDER  -  SECOND    CLASS 0
 ES0524
 ES0524.The horizontal coordinates were scaled from a topographic map and have
 ES0524.an estimated accuracy of +/- 6 seconds.
 ES0524
 ES0524.The orthometric height was determined by differential leveling
 ES0524.and adjusted in June 1991.
 ES0524
 ES0524.The geoid height was determined by GEOID03.
 ES0524
 ES0524.The dynamic height is computed by dividing the NAVD 88
 ES0524.geopotential number by the normal gravity value computed on the
 ES0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0524.degrees latitude (g = 980.6199 gals.).
 ES0524
 ES0524.The modeled gravity was interpolated from observed gravity values.
 ES0524
 ES0524;                    North         East    Units  Estimated Accuracy
 ES0524;SPC AZ C     -   436,800.      237,720.      MT  (+/- 180 meters Scaled)
 ES0524
 ES0524                          SUPERSEDED SURVEY CONTROL
 ES0524
 ES0524  NGVD 29 (??/??/92) 1968.665  (m)         6458.86   (f) ADJ UNCH    2 0
 ES0524
 ES0524.Superseded values are not recommended for survey control.
 ES0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0524.See file dsdata.txt to determine how the superseded data were derived.
 ES0524
 ES0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD406664(NAD 83)
 ES0524_MARKER: DB = BENCH MARK DISK
 ES0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0524_SP_SET: BRIDGE
 ES0524_STAMPING: K 345 1959
 ES0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0524
 ES0524  HISTORY     - Date     Condition        Report By
 ES0524  HISTORY     - 1959     MONUMENTED       CGS
 ES0524
 ES0524                          STATION DESCRIPTION
 ES0524
 ES0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0524'18.3 MI S FROM FLAGSTAFF.
 ES0524'0.7 MILES WEST AND SOUTH U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0524'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0524'THENCE 17.8 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 0.2 MILE NORTH OF
 ES0524'A LOG HOUSE WITH A RED ROOF AND BIG ROCK CHIMMEY ON THE NORTH END OF
 ES0524'THE HOUSE, 32 FEET EAST OF THE CENTER OF THE NORTH-BOUND LANE, 23 FEET
 ES0524'NORTH OF THE WITNESS POST, CEMENTED IN THE CENTER OF THE EAST HEADWALL
 ES0524'OF A 50 FOOT CONCTETE BRIDGE OVER A CREEK LEADING TO THE GOLF COURSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0959 ***********************************************************************
 DA0959  DESIGNATION -  K 346
 DA0959  PID         -  DA0959
 DA0959  STATE/COUNTY-  AZ/YUMA
 DA0959  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0959
 DA0959                         *CURRENT SURVEY CONTROL
 DA0959  ___________________________________________________________________
 DA0959* NAD 83(1986)-  32 14 04.     (N)    113 49 26.     (W)     SCALED    
 DA0959* NAVD 88     -       370.26   (+/-2cm)    1214.8    (feet)  VERTCON   
 DA0959  ___________________________________________________________________
 DA0959  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DA0959  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0959
 DA0959.The horizontal coordinates were scaled from a topographic map and have
 DA0959.an estimated accuracy of +/- 6 seconds.
 DA0959
 DA0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0959.The vertical order pertains to the NGVD 29 superseded value.
 DA0959
 DA0959.The geoid height was determined by GEOID03.
 DA0959
 DA0959;                    North         East    Units  Estimated Accuracy
 DA0959;SPC AZ W     -   136,870.      206,400.      MT  (+/- 180 meters Scaled)
 DA0959
 DA0959                          SUPERSEDED SURVEY CONTROL
 DA0959
 DA0959  NGVD 29 (??/??/92)  369.561  (m)         1212.47   (f) ADJ UNCH    2 0
 DA0959
 DA0959.Superseded values are not recommended for survey control.
 DA0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0959.See file dsdata.txt to determine how the superseded data were derived.
 DA0959
 DA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA339699(NAD 83)
 DA0959_MARKER: DB = BENCH MARK DISK
 DA0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0959_STAMPING: K 346 1961
 DA0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0959+STABILITY: SURFACE MOTION
 DA0959
 DA0959  HISTORY     - Date     Condition        Report By
 DA0959  HISTORY     - 1961     MONUMENTED       CGS
 DA0959  HISTORY     - 1962     GOOD             NGS
 DA0959
 DA0959                          STATION DESCRIPTION
 DA0959
 DA0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0959'5.0 MI W FROM TULE WELL.
 DA0959'ABOUT 5.0 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0959'COMMISSION SHELTER AT TULE WELL, 1.7 MILES WEST OF A 4X4-INCH WHITE
 DA0959'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 1, 26 FEET
 DA0959'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET SOUTHWEST OF
 DA0959'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DA0959'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0081 ***********************************************************************
 ES0081  DESIGNATION -  K 346
 ES0081  PID         -  ES0081
 ES0081  STATE/COUNTY-  AZ/NAVAJO
 ES0081  USGS QUAD   -  HOLBROOK (1986)
 ES0081
 ES0081                         *CURRENT SURVEY CONTROL
 ES0081  ___________________________________________________________________
 ES0081* NAD 83(2007)-  34 55 33.02584(N)    110 08 39.94431(W)     NO CHECK  
 ES0081* NAVD 88     -      1595.974  (meters)    5236.12   (feet)  ADJUSTED  
 ES0081  ___________________________________________________________________
 ES0081  EPOCH DATE  -        2007.00
 ES0081  X           -  -1,803,362.596 (meters)                     COMP
 ES0081  Y           -  -4,916,104.451 (meters)                     COMP
 ES0081  Z           -   3,632,024.306 (meters)                     COMP
 ES0081  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 ES0081  ELLIP HEIGHT-        1571.684 (meters)          (02/10/07) NO CHECK
 ES0081  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0081  DYNAMIC HT  -        1593.778 (meters)    5228.92  (feet)  COMP
 ES0081
 ES0081  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0081  Type    PID    Designation                      North   East  Ellip
 ES0081  -------------------------------------------------------------------
 ES0081  NETWORK ES0081 K 346                             3.59   9.13  10.60
 ES0081  -------------------------------------------------------------------
 ES0081  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 ES0081
 ES0081  VERT ORDER  -  FIRST     CLASS II
 ES0081
 ES0081.The horizontal coordinates were established by GPS observations
 ES0081.and adjusted by the National Geodetic Survey in February 2007.
 ES0081
 ES0081.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0081.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0081.No horizontal observational check was made to the station.
 ES0081.The horizontal coordinates are valid at the epoch date displayed above.
 ES0081.The epoch date for horizontal control is a decimal equivalence
 ES0081.of Year/Month/Day.
 ES0081
 ES0081.The orthometric height was determined by differential leveling
 ES0081.and adjusted in June 1991.
 ES0081
 ES0081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0081
 ES0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0081
 ES0081.The ellipsoidal height was determined by GPS observations
 ES0081.and is referenced to NAD 83.
 ES0081
 ES0081.The geoid height was determined by GEOID03.
 ES0081
 ES0081.The dynamic height is computed by dividing the NAVD 88
 ES0081.geopotential number by the normal gravity value computed on the
 ES0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0081.degrees latitude (g = 980.6199 gals.).
 ES0081
 ES0081.The modeled gravity was interpolated from observed gravity values.
 ES0081
 ES0081;                    North         East     Units Scale Factor Converg.
 ES0081;SPC AZ E     -   435,348.019   215,391.665   MT  0.99990005   +0 00 45.8
 ES0081;SPC AZ E     - 1,428,307.15    706,665.57   iFT  0.99990005   +0 00 45.8
 ES0081;UTM  12      - 3,865,153.153   578,143.653   MT  0.99967526   +0 29 23.5
 ES0081
 ES0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0081!SPC AZ E     -   0.99975336  x   0.99990005  =   0.99965343
 ES0081!UTM  12      -   0.99975336  x   0.99967526  =   0.99942870
 ES0081
 ES0081                          SUPERSEDED SURVEY CONTROL
 ES0081
 ES0081  NAD 83(1992)-  34 55 33.02545(N)    110 08 39.94391(W) AD(2002.00) 1
 ES0081  ELLIP H (10/18/04) 1571.695  (m)                       GP(       ) 4 1
 ES0081  NAVD 88 (10/18/04) 1595.97   (m)         5236.1    (f) LEVELING    3  
 ES0081  NGVD 29 (??/??/92) 1595.132  (m)         5233.36   (f) ADJ UNCH    1 2
 ES0081
 ES0081.Superseded values are not recommended for survey control.
 ES0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0081.See file dsdata.txt to determine how the superseded data were derived.
 ES0081
 ES0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7814465153(NAD 83)
 ES0081_MARKER: DB = BENCH MARK DISK
 ES0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0081_STAMPING: K 346 1959
 ES0081_MARK LOGO: CGS   
 ES0081_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0081+STABILITY: SURFACE MOTION
 ES0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0081+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 ES0081
 ES0081  HISTORY     - Date     Condition        Report By
 ES0081  HISTORY     - 1959     MONUMENTED       CGS
 ES0081  HISTORY     - 1983     GOOD             NGS
 ES0081  HISTORY     - 20040224 GOOD             MSAM
 ES0081
 ES0081                          STATION DESCRIPTION
 ES0081
 ES0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0081'2.0 MI NE FROM HOLBROOK.
 ES0081'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0081'HOLBROOK, NAVAJO COUNTY, ABOUT 100 YARDS EAST OF MOTEL 66, 0.45 MILE
 ES0081'EAST OF MILEPOST 308, 72 FEET NORTH OF THE OLD ROADBED (MAY BE THE
 ES0081'WESTBOUND LANE FOR THE NEW HIGHWAY), 2 FEET SOUTHEAST OF A FENCE
 ES0081'CORNER, 18 INCHES SOUTH OF THE FENCE, 1 FOOT WEST OF A WITNESS POST,
 ES0081'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 ES0081'INCHES.
 ES0081
 ES0081                          STATION RECOVERY (1983)
 ES0081
 ES0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0081'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.9 KM (1.2 MI)
 ES0081'NORTHEASTERLY ALONG NAVAJO BOULEVARD FROM ITS JUNCTION WITH INTERSTATE
 ES0081'HIGHWAY 40 IN HOLBROOK, 68.9 METERS (226.0 FT) NORTHEAST OF THE EAST
 ES0081'CORNER OF A MOTEL, 45.1 METERS (148.0 FT) NORTHWEST OF THE CENTER OF
 ES0081'THE BOULEVARD, 32.9 METERS (107.9 FT) SOUTHWEST OF UTILITY POLE NUMBER
 ES0081'1214 AND 19.5 METERS (64.0 FT) NORTHWEST OF THE CENTER OF AN OLD ROAD
 ES0081'BED.
 ES0081'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 ES0081'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0081
 ES0081                          STATION RECOVERY (2004)
 ES0081
 ES0081'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 ES0081'RECOVERY NOTE MSAM 2004 (DJK)
 ES0081' 
 ES0081'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0997 ***********************************************************************
 DA0997  DESIGNATION -  K 347
 DA0997  PID         -  DA0997
 DA0997  STATE/COUNTY-  AZ/YUMA
 DA0997  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0997
 DA0997                         *CURRENT SURVEY CONTROL
 DA0997  ___________________________________________________________________
 DA0997* NAD 83(1986)-  32 11 21.     (N)    113 43 03.     (W)     SCALED    
 DA0997* NAVD 88     -       355.71   (+/-2cm)    1167.0    (feet)  VERTCON   
 DA0997  ___________________________________________________________________
 DA0997  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0997
 DA0997.The horizontal coordinates were scaled from a topographic map and have
 DA0997.an estimated accuracy of +/- 6 seconds.
 DA0997
 DA0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0997.The vertical order pertains to the NGVD 29 superseded value.
 DA0997
 DA0997.The geoid height was determined by GEOID03.
 DA0997
 DA0997;                    North         East    Units  Estimated Accuracy
 DA0997;SPC AZ W     -   131,850.      216,430.      MT  (+/- 180 meters Scaled)
 DA0997
 DA0997                          SUPERSEDED SURVEY CONTROL
 DA0997
 DA0997  NGVD 29 (??/??/92)  355.019  (m)         1164.76   (f) ADJ UNCH    2 0
 DA0997
 DA0997.Superseded values are not recommended for survey control.
 DA0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0997.See file dsdata.txt to determine how the superseded data were derived.
 DA0997
 DA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA438646(NAD 83)
 DA0997_MARKER: DB = BENCH MARK DISK
 DA0997_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0997_SP_SET: 6 1/2 FT
 DA0997_STAMPING: K 347 1961
 DA0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0997
 DA0997  HISTORY     - Date     Condition        Report By
 DA0997  HISTORY     - 1961     MONUMENTED       CGS
 DA0997  HISTORY     - 1962     GOOD             NGS
 DA0997
 DA0997                          STATION DESCRIPTION
 DA0997
 DA0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0997'3.3 MI SE FROM TULE WELL.
 DA0997'ABOUT 3.3 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0997'COMMISSION SHELTER AT TULE WELL. 3.3 MILES SOUTHEAST OF A 4X4-INCH
 DA0997'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28,
 DA0997'27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 75 FEET SOUTHWEST OF
 DA0997'THE CREST OF A SMALL KNOLL, 2.0 FEET WEST OF A METAL WITNESS POST,
 DA0997'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 DA0997'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 1/2 FEET AND
 DA0997'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0231 ***********************************************************************
 FP0231  DESIGNATION -  K 347
 FP0231  PID         -  FP0231
 FP0231  STATE/COUNTY-  AZ/APACHE
 FP0231  USGS QUAD   -  HOUCK (1971)
 FP0231
 FP0231                         *CURRENT SURVEY CONTROL
 FP0231  ___________________________________________________________________
 FP0231* NAD 83(1986)-  35 17 00.     (N)    109 13 37.     (W)     SCALED    
 FP0231* NAVD 88     -      1822.390  (meters)    5978.96   (feet)  ADJUSTED  
 FP0231  ___________________________________________________________________
 FP0231  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 FP0231  DYNAMIC HT  -        1819.863 (meters)    5970.67  (feet)  COMP
 FP0231  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 FP0231
 FP0231  VERT ORDER  -  FIRST     CLASS II
 FP0231
 FP0231.The horizontal coordinates were scaled from a topographic map and have
 FP0231.an estimated accuracy of +/- 6 seconds.
 FP0231
 FP0231.The orthometric height was determined by differential leveling
 FP0231.and adjusted in June 1991.
 FP0231
 FP0231.The geoid height was determined by GEOID03.
 FP0231
 FP0231.The dynamic height is computed by dividing the NAVD 88
 FP0231.geopotential number by the normal gravity value computed on the
 FP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0231.degrees latitude (g = 980.6199 gals.).
 FP0231
 FP0231.The modeled gravity was interpolated from observed gravity values.
 FP0231
 FP0231;                    North         East    Units  Estimated Accuracy
 FP0231;SPC AZ E     -   475,410.      298,840.      MT  (+/- 180 meters Scaled)
 FP0231
 FP0231                          SUPERSEDED SURVEY CONTROL
 FP0231
 FP0231  NGVD 29 (??/??/92) 1821.448  (m)         5975.87   (f) ADJ UNCH    1 2
 FP0231
 FP0231.Superseded values are not recommended for survey control.
 FP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0231.See file dsdata.txt to determine how the superseded data were derived.
 FP0231
 FP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE612059(NAD 83)
 FP0231_MARKER: DB = BENCH MARK DISK
 FP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0231_STAMPING: K 347 1959
 FP0231_MARK LOGO: CGS   
 FP0231_PROJECTION: FLUSH
 FP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0231+STABILITY: SURFACE MOTION
 FP0231
 FP0231  HISTORY     - Date     Condition        Report By
 FP0231  HISTORY     - 1959     MONUMENTED       USGS
 FP0231  HISTORY     - 1974     GOOD             USGS
 FP0231  HISTORY     - 1983     GOOD             NGS
 FP0231
 FP0231                          STATION DESCRIPTION
 FP0231
 FP0231'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FP0231'1.1 MI W FROM HOUCK.
 FP0231'1.1 MILES WEST ALONG THE FRONTAGE ROAD FROM THE POST OFFICE AT HOUCK,
 FP0231'126 FEET N. OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE 40, 49
 FP0231'FEET N.E. OF A ROAD INTERSECTION, 36 FEET E. OF A NS. ROAD, 26 FEET N.
 FP0231'OF THE CENTERLINE OF THE FRONTAGE ROAD AND 2.0 FEET SOUTH OF A FENCE.
 FP0231'A STANDARD USC AND GS TABLET STAMPED K 347 1959 SET IN A CONCRETE POST
 FP0231'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  NOTE-- 7.65 MILES EAST
 FP0231'ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT SANDERS.
 FP0231
 FP0231                          STATION RECOVERY (1983)
 FP0231
 FP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0231'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  22.2 KM (13.8
 FP0231'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0231'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0231'NORTHEAST OF MILEPOST 347, 35.6 METERS (116.8 FT) NORTH OF THE
 FP0231'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 12.3 METERS
 FP0231'(40.4 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 9.4 METERS
 FP0231'(30.8 FT) EAST OF A FENCE CORNER, 8.9 METERS (29.2 FT) NORTH OF THE
 FP0231'CENTER OF THE NORTH FRONTAGE ROAD AND 0.6 METER (2.0 FT) SOUTH OF A
 FP0231'FENCE.
 FP0231'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 FP0231'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0011 ***********************************************************************
 DB0011  DESIGNATION -  K 348
 DB0011  PID         -  DB0011
 DB0011  STATE/COUNTY-  AZ/YUMA
 DB0011  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB0011
 DB0011                         *CURRENT SURVEY CONTROL
 DB0011  ___________________________________________________________________
 DB0011* NAD 83(1986)-  32 21 40.     (N)    114 08 36.     (W)     SCALED    
 DB0011* NAVD 88     -       294.51   (+/-2cm)     966.2    (feet)  VERTCON   
 DB0011  ___________________________________________________________________
 DB0011  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DB0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0011
 DB0011.The horizontal coordinates were scaled from a topographic map and have
 DB0011.an estimated accuracy of +/- 6 seconds.
 DB0011
 DB0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0011.The vertical order pertains to the NGVD 29 superseded value.
 DB0011
 DB0011.The geoid height was determined by GEOID03.
 DB0011
 DB0011;                    North         East    Units  Estimated Accuracy
 DB0011;SPC AZ W     -   150,980.      176,340.      MT  (+/- 180 meters Scaled)
 DB0011
 DB0011                          SUPERSEDED SURVEY CONTROL
 DB0011
 DB0011  NGVD 29 (??/??/??)  293.818  (m)          963.97   (f) ADJUSTED    2 0
 DB0011
 DB0011.Superseded values are not recommended for survey control.
 DB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0011.See file dsdata.txt to determine how the superseded data were derived.
 DB0011
 DB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR688840(NAD 83)
 DB0011_MARKER: DB = BENCH MARK DISK
 DB0011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0011_SP_SET: 12 1/2 FEET
 DB0011_STAMPING: K 348 1962
 DB0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0011
 DB0011  HISTORY     - Date     Condition        Report By
 DB0011  HISTORY     - 1962     MONUMENTED       CGS
 DB0011
 DB0011                          STATION DESCRIPTION
 DB0011
 DB0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0011'36.6 MI SSW FROM LIGURTA.
 DB0011'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0011'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0011'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0011'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0011'A WASH, THENCE 17.55 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.5
 DB0011'MILE WEST NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DB0011'WHICH PROJECTS 16 FEET AND IS NUMBER 13, 0.2 MILE WEST OF THE
 DB0011'POINT OF A SHARP HILL, 15 FEET SOUTHWEST OF THE CENTER LINE OF
 DB0011'THE OLD ROAD, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DB0011'CLAMPED ON THE TOP OF A COPPER COATED ROD WHICH IS DRIVEN TO A
 DB0011'DEPTH OF 12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 DB0011'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1160 ***********************************************************************
 CZ1160  DESIGNATION -  K 348
 CZ1160  PID         -  CZ1160
 CZ1160  STATE/COUNTY-  AZ/PINAL
 CZ1160  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1160
 CZ1160                         *CURRENT SURVEY CONTROL
 CZ1160  ___________________________________________________________________
 CZ1160* NAD 83(1986)-  32 44 03.     (N)    111 31 58.     (W)     SCALED    
 CZ1160* NAVD 88     -       482.96   (+/-2cm)    1584.5    (feet)  VERTCON   
 CZ1160  ___________________________________________________________________
 CZ1160  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1160
 CZ1160.The horizontal coordinates were scaled from a topographic map and have
 CZ1160.an estimated accuracy of +/- 6 seconds.
 CZ1160
 CZ1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1160.The vertical order pertains to the NGVD 29 superseded value.
 CZ1160
 CZ1160.The geoid height was determined by GEOID03.
 CZ1160
 CZ1160;                    North         East    Units  Estimated Accuracy
 CZ1160;SPC AZ C     -   192,340.      249,340.      MT  (+/- 180 meters Scaled)
 CZ1160
 CZ1160                          SUPERSEDED SURVEY CONTROL
 CZ1160
 CZ1160  NGVD 29 (??/??/92)  482.403  (m)         1582.68   (f) ADJ UNCH    2 0
 CZ1160
 CZ1160.Superseded values are not recommended for survey control.
 CZ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1160.See file dsdata.txt to determine how the superseded data were derived.
 CZ1160
 CZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB500219(NAD 83)
 CZ1160_MARKER: DB = BENCH MARK DISK
 CZ1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1160_SP_SET: STONE PIPE
 CZ1160_STAMPING: K 348 1960
 CZ1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1160
 CZ1160  HISTORY     - Date     Condition        Report By
 CZ1160  HISTORY     - 1960     MONUMENTED       CGS
 CZ1160  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1160  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1160
 CZ1160                          STATION DESCRIPTION
 CZ1160
 CZ1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1160'1.5 MI SE FROM ELOY.
 CZ1160'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY FROM THE DEPOT AT ELOY, THENCE
 CZ1160'0.2 MILES SOUTH ALONG TRACK ROAD, 58 FEET WEST OF TRACK ROAD ON DIKE,
 CZ1160'47 FEET WEST OF POWER POLE AND IN LINE WITH THE POWER POLES, 20 FEET
 CZ1160'SOUTH OF CENTER LINE OF MAIN TRACK ROAD LEADING WEST, 1 FOOT NORTH OF
 CZ1160'WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVE PIPE
 CZ1160'PROJECTING 10 INCHES.
 CZ1160
 CZ1160                          STATION RECOVERY (1977)
 CZ1160
 CZ1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1160'MARK NOT FOUND.
 CZ1160
 CZ1160                          STATION RECOVERY (2007)
 CZ1160
 CZ1160'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1160'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0092 ***********************************************************************
 DA0092  DESIGNATION -  K 349
 DA0092  PID         -  DA0092
 DA0092  STATE/COUNTY-  AZ/PINAL
 DA0092  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0092
 DA0092                         *CURRENT SURVEY CONTROL
 DA0092  ___________________________________________________________________
 DA0092* NAD 83(1986)-  32 50 07.     (N)    112 09 45.     (W)     SCALED    
 DA0092* NAVD 88     -       591.50   (+/-2cm)    1940.6    (feet)  VERTCON   
 DA0092  ___________________________________________________________________
 DA0092  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0092
 DA0092.The horizontal coordinates were scaled from a topographic map and have
 DA0092.an estimated accuracy of +/- 6 seconds.
 DA0092
 DA0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0092.The vertical order pertains to the NGVD 29 superseded value.
 DA0092
 DA0092.The geoid height was determined by GEOID03.
 DA0092
 DA0092;                    North         East    Units  Estimated Accuracy
 DA0092;SPC AZ C     -   203,510.      190,350.      MT  (+/- 180 meters Scaled)
 DA0092
 DA0092                          SUPERSEDED SURVEY CONTROL
 DA0092
 DA0092  NGVD 29 (??/??/92)  590.843  (m)         1938.46   (f) ADJ UNCH    2 0
 DA0092
 DA0092.Superseded values are not recommended for survey control.
 DA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0092.See file dsdata.txt to determine how the superseded data were derived.
 DA0092
 DA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912336(NAD 83)
 DA0092_MARKER: DB = BENCH MARK DISK
 DA0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0092_SP_SET: STOVEPIPE
 DA0092_STAMPING: K 349 1960
 DA0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0092
 DA0092  HISTORY     - Date     Condition        Report By
 DA0092  HISTORY     - 1960     MONUMENTED       CGS
 DA0092
 DA0092                          STATION DESCRIPTION
 DA0092
 DA0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0092'12.3 MI W FROM STANFIELD.
 DA0092'12.3 MILES WEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT STANFIELD,
 DA0092'94 FEET NORTH OF CENTER LINE OF HIGHWAY, 1 FOOT SOUTH OF FENCE, 2 FEET
 DA0092'WEST OF WITNESS POST, SET IN TOP OF 6-INCH STOVEPIPE FILLED WITH
 DA0092'CONCRETE, AND PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0939 ***********************************************************************
 DA0939  DESIGNATION -  K 349
 DA0939  PID         -  DA0939
 DA0939  STATE/COUNTY-  AZ/YUMA
 DA0939  USGS QUAD   -  BUCK PEAK (1990)
 DA0939
 DA0939                         *CURRENT SURVEY CONTROL
 DA0939  ___________________________________________________________________
 DA0939* NAD 83(1986)-  32 23 38.     (N)    113 57 26.     (W)     SCALED    
 DA0939* NAVD 88     -       295.23   (+/-2cm)     968.6    (feet)  VERTCON   
 DA0939  ___________________________________________________________________
 DA0939  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DA0939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0939
 DA0939.The horizontal coordinates were scaled from a topographic map and have
 DA0939.an estimated accuracy of +/- 6 seconds.
 DA0939
 DA0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0939.The vertical order pertains to the NGVD 29 superseded value.
 DA0939
 DA0939.The geoid height was determined by GEOID03.
 DA0939
 DA0939;                    North         East    Units  Estimated Accuracy
 DA0939;SPC AZ W     -   154,570.      193,860.      MT  (+/- 180 meters Scaled)
 DA0939
 DA0939                          SUPERSEDED SURVEY CONTROL
 DA0939
 DA0939  NGVD 29 (??/??/92)  294.534  (m)          966.32   (f) ADJ UNCH    2 0
 DA0939
 DA0939.Superseded values are not recommended for survey control.
 DA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0939.See file dsdata.txt to determine how the superseded data were derived.
 DA0939
 DA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA218879(NAD 83)
 DA0939_MARKER: DB = BENCH MARK DISK
 DA0939_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0939_SP_SET: 5 FT
 DA0939_STAMPING: K 349 1961
 DA0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0939
 DA0939  HISTORY     - Date     Condition        Report By
 DA0939  HISTORY     - 1961     MONUMENTED       CGS
 DA0939  HISTORY     - 1962     GOOD             NGS
 DA0939
 DA0939                          STATION DESCRIPTION
 DA0939
 DA0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0939'20.8 MI NW FROM TULE WELL.
 DA0939'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0939'COMMISSION SHELTER AT TULE WELL.  THENCE 17.5 MILES NORTHWEST ALONG A
 DA0939'DIM TRAIL ROAD, 2.3 MILES GENERALLY SOUTHEASTERLY DIRECTION OF A
 DA0939'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECT 16 FEET AND IS
 DA0939'NUMBER 5, 0.5 MILE SOUTHEAST OF A FISH AND GAME COMMISSION SIGN BOARD,
 DA0939'56 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET
 DA0939'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 DA0939'THE ROAD, AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A
 DA0939'DEPTH OF 5 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTNG 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0297 ***********************************************************************
 ER0297  DESIGNATION -  K 35
 ER0297  PID         -  ER0297
 ER0297  STATE/COUNTY-  AZ/NAVAJO
 ER0297  USGS QUAD   -  AGATE HOUSE (1982)
 ER0297
 ER0297                         *CURRENT SURVEY CONTROL
 ER0297  ___________________________________________________________________
 ER0297* NAD 83(1986)-  34 48 59.     (N)    109 52 25.     (W)     SCALED    
 ER0297* NAVD 88     -      1667.883  (meters)    5472.05   (feet)  ADJUSTED  
 ER0297  ___________________________________________________________________
 ER0297  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ER0297  DYNAMIC HT  -        1665.561 (meters)    5464.43  (feet)  COMP
 ER0297  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 ER0297
 ER0297  VERT ORDER  -  SECOND    CLASS 0
 ER0297
 ER0297.The horizontal coordinates were scaled from a topographic map and have
 ER0297.an estimated accuracy of +/- 6 seconds.
 ER0297
 ER0297.The orthometric height was determined by differential leveling
 ER0297.and adjusted in June 1991.
 ER0297
 ER0297.The geoid height was determined by GEOID03.
 ER0297
 ER0297.The dynamic height is computed by dividing the NAVD 88
 ER0297.geopotential number by the normal gravity value computed on the
 ER0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0297.degrees latitude (g = 980.6199 gals.).
 ER0297
 ER0297.The modeled gravity was interpolated from observed gravity values.
 ER0297
 ER0297;                    North         East    Units  Estimated Accuracy
 ER0297;SPC AZ E     -   423,250.      240,170.      MT  (+/- 180 meters Scaled)
 ER0297
 ER0297                          SUPERSEDED SURVEY CONTROL
 ER0297
 ER0297  NGVD 29 (??/??/92) 1667.034  (m)         5469.26   (f) ADJ UNCH    2 0
 ER0297
 ER0297.Superseded values are not recommended for survey control.
 ER0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0297.See file dsdata.txt to determine how the superseded data were derived.
 ER0297
 ER0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD030532(NAD 83)
 ER0297_MARKER: DB = BENCH MARK DISK
 ER0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0297_SP_SET: BRIDGE
 ER0297_STAMPING: K 35 1934
 ER0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0297
 ER0297  HISTORY     - Date     Condition        Report By
 ER0297  HISTORY     - 1934     MONUMENTED       CGS
 ER0297  HISTORY     - 1976     GOOD             USGS
 ER0297
 ER0297                          STATION DESCRIPTION
 ER0297
 ER0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0297'18.2 MI SE FROM HOLBROOK.
 ER0297'18.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0297'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, 0.4 MILE WEST
 ER0297'OF THE ENTRANCE ROAD LEADING TO THE PETRIFIED NATIONAL FOREST MUSEUM,
 ER0297'AT A CONCRETE BRIDGE, IN THE CENTER OF THE TOP OF THE SOUTH GUARDRAIL,
 ER0297'AND 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 ER0297'STAMPED K 35 1934.
 ER0297
 ER0297                          STATION RECOVERY (1976)
 ER0297
 ER0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0297'HOLBROOK 18.15 MILES SE. OF ALONG U.S. HWY. 180 FROM A.T. &
 ER0297'S.F.RAILROAD STATION, THENCE LEFT 1.9 MILES ALONG ENTRANCE RD. TO
 ER0297'PETRIFIED FOREST N.P. THENCE LEFT 0.4 MILES ALONG OLD HWY. TO A
 ER0297'CONCRETE BRIDGE, IN THE CENTER OF THE TOP OF THE SOUTH GUARD RAIL AND
 ER0297'12 FT S. OF THE CENTERLINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0109 ***********************************************************************
 DB0109  DESIGNATION -  K 350
 DB0109  PID         -  DB0109
 DB0109  STATE/COUNTY-  AZ/YUMA
 DB0109  USGS QUAD   -  FORTUNA SW (1965)
 DB0109
 DB0109                         *CURRENT SURVEY CONTROL
 DB0109  ___________________________________________________________________
 DB0109* NAD 83(1986)-  32 35 46.     (N)    114 22 55.     (W)     SCALED    
 DB0109* NAVD 88     -       156.63   (+/-2cm)     513.9    (feet)  VERTCON   
 DB0109  ___________________________________________________________________
 DB0109  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DB0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0109
 DB0109.The horizontal coordinates were scaled from a topographic map and have
 DB0109.an estimated accuracy of +/- 6 seconds.
 DB0109
 DB0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0109.The vertical order pertains to the NGVD 29 superseded value.
 DB0109
 DB0109.The geoid height was determined by GEOID03.
 DB0109
 DB0109;                    North         East    Units  Estimated Accuracy
 DB0109;SPC AZ W     -   177,150.      154,040.      MT  (+/- 180 meters Scaled)
 DB0109
 DB0109                          SUPERSEDED SURVEY CONTROL
 DB0109
 DB0109  NGVD 29 (??/??/??)  155.955  (m)          511.66   (f) ADJUSTED    2 0
 DB0109
 DB0109.Superseded values are not recommended for survey control.
 DB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0109.See file dsdata.txt to determine how the superseded data were derived.
 DB0109
 DB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS457095(NAD 83)
 DB0109_MARKER: DB = BENCH MARK DISK
 DB0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0109_STAMPING: K 350 1962
 DB0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0109+STABILITY: SURFACE MOTION
 DB0109
 DB0109  HISTORY     - Date     Condition        Report By
 DB0109  HISTORY     - 1962     MONUMENTED       CGS
 DB0109  HISTORY     - 20060303 POOR             GEOCAC
 DB0109
 DB0109                          STATION DESCRIPTION
 DB0109
 DB0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0109'12.4 MI SW FROM LIGURTA.
 DB0109'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0109'STATION AND CAFE AT LIGURTA, THENCE 5.25 MILES SOUTH SOUTHEAST
 DB0109'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 0.1 MILE
 DB0109'SOUTHEAST OF A WASH, ABOUT 67 YARDS NORTHEAST OF AND ACROSS THE
 DB0109'ROAD FROM THE BASE OF A HILL FORMING A BENCH, 0.25 MILE NORTHWEST
 DB0109'OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0109'AND IS NUMBER 9, 51 FEET WEST OF A WASH, 40 FEET NORTHEAST OF
 DB0109'THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A METAL WITNESS
 DB0109'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 DB0109'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DB0109
 DB0109                          STATION RECOVERY (2006)
 DB0109
 DB0109'RECOVERY NOTE BY GEOCACHING 2006
 DB0109'FOUND THE MARK IN MUTILATED CONDITION. THE DISK HAS BEEN REMOVED BUT
 DB0109'THE PIN IS STILL PRESENT. THERE IS METAL WITNESS POST ADJACENT.
 DB0109' 
 DB0109'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0109'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0109'RESOURCES OFFICE AT THE MCAS-YUMA.
 DB0109' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1132 ***********************************************************************
 DA1132  DESIGNATION -  K 351
 DA1132  PID         -  DA1132
 DA1132  STATE/COUNTY-  AZ/YUMA
 DA1132  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1132
 DA1132                         *CURRENT SURVEY CONTROL
 DA1132  ___________________________________________________________________
 DA1132* NAD 83(1986)-  32 33 26.     (N)    113 43 39.     (W)     SCALED    
 DA1132* NAVD 88     -       161.16   (+/-2cm)     528.7    (feet)  VERTCON   
 DA1132  ___________________________________________________________________
 DA1132  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DA1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1132
 DA1132.The horizontal coordinates were scaled from a topographic map and have
 DA1132.an estimated accuracy of +/- 6 seconds.
 DA1132
 DA1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1132.The vertical order pertains to the NGVD 29 superseded value.
 DA1132
 DA1132.The geoid height was determined by GEOID03.
 DA1132
 DA1132;                    North         East    Units  Estimated Accuracy
 DA1132;SPC AZ W     -   172,660.      215,470.      MT  (+/- 180 meters Scaled)
 DA1132
 DA1132                          SUPERSEDED SURVEY CONTROL
 DA1132
 DA1132  NGVD 29 (??/??/92)  160.516  (m)          526.63   (f) ADJ UNCH    2 0
 DA1132
 DA1132.Superseded values are not recommended for survey control.
 DA1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1132.See file dsdata.txt to determine how the superseded data were derived.
 DA1132
 DA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB439054(NAD 83)
 DA1132_MARKER: DB = BENCH MARK DISK
 DA1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1132_STAMPING: K 351 1962
 DA1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1132+STABILITY: SURFACE MOTION
 DA1132
 DA1132  HISTORY     - Date     Condition        Report By
 DA1132  HISTORY     - 1962     MONUMENTED       CGS
 DA1132
 DA1132                          STATION DESCRIPTION
 DA1132
 DA1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1132'19.35 MI SE FROM TACNA.
 DA1132'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1132'TACNA.  THENCE 13.35 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO
 DA1132'TULE WELL, 2.4 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA1132'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 42 FEET NORTHEAST OF
 DA1132'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS
 DA1132'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA1132'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0927 ***********************************************************************
 DA0927  DESIGNATION -  K 352
 DA0927  PID         -  DA0927
 DA0927  STATE/COUNTY-  AZ/YUMA
 DA0927  USGS QUAD   -  MONREAL WELL (1990)
 DA0927
 DA0927                         *CURRENT SURVEY CONTROL
 DA0927  ___________________________________________________________________
 DA0927* NAD 83(1986)-  32 28 38.     (N)    113 28 31.     (W)     SCALED    
 DA0927* NAVD 88     -       202.34   (+/-2cm)     663.8    (feet)  VERTCON   
 DA0927  ___________________________________________________________________
 DA0927  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0927
 DA0927.The horizontal coordinates were scaled from a topographic map and have
 DA0927.an estimated accuracy of +/- 6 seconds.
 DA0927
 DA0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0927.The vertical order pertains to the NGVD 29 superseded value.
 DA0927
 DA0927.The geoid height was determined by GEOID03.
 DA0927
 DA0927;                    North         East    Units  Estimated Accuracy
 DA0927;SPC AZ W     -   163,820.      239,180.      MT  (+/- 180 meters Scaled)
 DA0927
 DA0927                          SUPERSEDED SURVEY CONTROL
 DA0927
 DA0927  NGVD 29 (??/??/92)  201.710  (m)          661.78   (f) ADJ UNCH    2 0
 DA0927
 DA0927.Superseded values are not recommended for survey control.
 DA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0927.See file dsdata.txt to determine how the superseded data were derived.
 DA0927
 DA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA673960(NAD 83)
 DA0927_MARKER: DB = BENCH MARK DISK
 DA0927_SETTING: 66 = SET IN ROCK OUTCROP
 DA0927_SP_SET: ROCK OUTCROP
 DA0927_STAMPING: K 352 1962
 DA0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0927+STABILITY: POSITION/ELEVATION WELL
 DA0927
 DA0927  HISTORY     - Date     Condition        Report By
 DA0927  HISTORY     - 1962     MONUMENTED       CGS
 DA0927
 DA0927                          STATION DESCRIPTION
 DA0927
 DA0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0927'16.9 MI W FROM TONY TANK.
 DA0927'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0927'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA0927'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA0927'MOHAWK MOUNTAINS TO A PASS, 0.25 MILE WEST OF A 4X4-INCH WHITE WOODEN
 DA0927'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 39, AT THE
 DA0927'NORTHWEST END OF A ROCKY PROJECTION AND ENTRANCE TO A PASS THROUGH THE
 DA0927'MOHAWK MOUNTAINS, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0927'ROAD, 27.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 DA0927'ABOVE THE LEVEL OF THE TRAIL ROAD, SET IN THE TOP OF A ROCK OUTCROP
 DA0927'WHICH PROJECTS 1  1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0800 ***********************************************************************
 DA0800  DESIGNATION -  K 353
 DA0800  PID         -  DA0800
 DA0800  STATE/COUNTY-  AZ/MARICOPA
 DA0800  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0800
 DA0800                         *CURRENT SURVEY CONTROL
 DA0800  ___________________________________________________________________
 DA0800* NAD 83(1986)-  32 31 18.     (N)    113 18 20.     (W)     SCALED    
 DA0800* NAVD 88     -       197.33   (+/-2cm)     647.4    (feet)  VERTCON   
 DA0800  ___________________________________________________________________
 DA0800  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0800
 DA0800.The horizontal coordinates were scaled from a topographic map and have
 DA0800.an estimated accuracy of +/- 6 seconds.
 DA0800
 DA0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0800.The vertical order pertains to the NGVD 29 superseded value.
 DA0800
 DA0800.The geoid height was determined by GEOID03.
 DA0800
 DA0800;                    North         East    Units  Estimated Accuracy
 DA0800;SPC AZ C     -   169,560.       82,880.      MT  (+/- 180 meters Scaled)
 DA0800
 DA0800                          SUPERSEDED SURVEY CONTROL
 DA0800
 DA0800  NGVD 29 (??/??/92)  196.703  (m)          645.35   (f) ADJ UNCH    2 0
 DA0800
 DA0800.Superseded values are not recommended for survey control.
 DA0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0800.See file dsdata.txt to determine how the superseded data were derived.
 DA0800
 DA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB834006(NAD 83)
 DA0800_MARKER: DB = BENCH MARK DISK
 DA0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0800_STAMPING: K 353 1961
 DA0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0800+STABILITY: SURFACE MOTION
 DA0800
 DA0800  HISTORY     - Date     Condition        Report By
 DA0800  HISTORY     - 1961     MONUMENTED       CGS
 DA0800  HISTORY     - 1962     GOOD             NGS
 DA0800
 DA0800                          STATION DESCRIPTION
 DA0800
 DA0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0800'3.7 MI NW FROM TONY TANK.
 DA0800'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0800'TONY TANK.  THENCE 2.0 MILES WEST ALONG A TRAIL ROAD, 2.0 MILES
 DA0800'GENERALLY WESTERLY DIRECTION OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0800'WHICH PROJECTS 16 FEET AND IS NUMBER 36, 0.55 MILE EAST OF A METAL
 DA0800'TANK AND CORRAL, 13 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD,
 DA0800'35 1/2 FEET NORTH OF A LONE CACTUS, 1.9 FEET NORTH OF A METAL WITNESS
 DA0800'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0800'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0184 ***********************************************************************
 DB0184  DESIGNATION -  K 353
 DB0184  PID         -  DB0184
 DB0184  STATE/COUNTY-  AZ/YUMA
 DB0184  USGS QUAD   -  LIGURTA (1965)
 DB0184
 DB0184                         *CURRENT SURVEY CONTROL
 DB0184  ___________________________________________________________________
 DB0184* NAD 83(1992)-  32 39 35.01082(N)    114 21 59.64663(W)     ADJUSTED  
 DB0184* NAVD 88     -       144.843  (meters)     475.21   (feet)  ADJUSTED  
 DB0184  ___________________________________________________________________
 DB0184  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 DB0184  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DB0184  DYNAMIC HT  -         144.678 (meters)     474.66  (feet)  COMP
 DB0184  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 DB0184
 DB0184  HORZ ORDER  -  SECOND
 DB0184  VERT ORDER  -  FIRST     CLASS II
 DB0184
 DB0184.The horizontal coordinates were established by classical geodetic methods
 DB0184.and adjusted by the National Geodetic Survey in August 1993.
 DB0184
 DB0184.The orthometric height was determined by differential leveling
 DB0184.and adjusted in June 1991.
 DB0184
 DB0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0184
 DB0184.The geoid height was determined by GEOID03.
 DB0184
 DB0184.The dynamic height is computed by dividing the NAVD 88
 DB0184.geopotential number by the normal gravity value computed on the
 DB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0184.degrees latitude (g = 980.6199 gals.).
 DB0184
 DB0184.The modeled gravity was interpolated from observed gravity values.
 DB0184
 DB0184;                    North         East     Units Scale Factor Converg.
 DB0184;SPC AZ W     -   184,192.431   155,522.915   MT  0.99997457   -0 19 57.9
 DB0184;SPC AZ W     -   604,305.88    510,245.78   iFT  0.99997457   -0 19 57.9
 DB0184;UTM  11      - 3,616,629.371   746,980.744   MT  1.00035224   +1 25 18.7
 DB0184
 DB0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0184!SPC AZ W     -   0.99998252  x   0.99997457  =   0.99995709
 DB0184!UTM  11      -   0.99998252  x   1.00035224  =   1.00033475
 DB0184
 DB0184                          SUPERSEDED SURVEY CONTROL
 DB0184
 DB0184  NAD 83(1986)-  32 39 35.01524(N)    114 21 59.65621(W) AD(       ) 2
 DB0184  NAD 27      -  32 39 34.84690(N)    114 21 56.85610(W) AD(       ) 2
 DB0184  NGVD 29 (??/??/??)  144.183  (m)          473.04   (f) ADJUSTED    1 2
 DB0184
 DB0184.Superseded values are not recommended for survey control.
 DB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0184.See file dsdata.txt to determine how the superseded data were derived.
 DB0184
 DB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4698116629(NAD 83)
 DB0184_MARKER: DB = BENCH MARK DISK
 DB0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0184_STAMPING: K 353 1960
 DB0184_MARK LOGO: CGS   
 DB0184_PROJECTION: PROJECTING 15 CENTIMETERS
 DB0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0184+STABILITY: SURFACE MOTION
 DB0184
 DB0184  HISTORY     - Date     Condition        Report By
 DB0184  HISTORY     - 1960     MONUMENTED       CGS
 DB0184  HISTORY     - 1960     GOOD             CGS
 DB0184  HISTORY     - 1967     GOOD             NGS
 DB0184  HISTORY     - 1981     GOOD             NGS
 DB0184  HISTORY     - 1981     GOOD             NGS
 DB0184
 DB0184                          STATION DESCRIPTION
 DB0184
 DB0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0184'TO REACH STATION BELT FROM LIGURTA GO WESTERLY ON U.S. HWY 80 FOR 2.35
 DB0184'MILES TO THE SUMMIT OF TELEGRAPH PASS, CONTINUE WEST ON
 DB0184'THE HIGHWAY FOR 2.15 MILES TO THE STATION ON THE LEFT.
 DB0184'
 DB0184'THE BENCH MARK IS STAMPED K 353 1960, IS A STANDARD
 DB0184'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES,
 DB0184'105 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 DB0184'THE SAME ELEVATION AS THE STATION.
 DB0184
 DB0184                          STATION RECOVERY (1960)
 DB0184
 DB0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0184'4.6 MI W FROM LIGURTA.
 DB0184'4.55 MILES WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 105 FEET
 DB0184'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 61.93 FEET WEST OF BELT
 DB0184'1960, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
 DB0184
 DB0184                          STATION RECOVERY (1967)
 DB0184
 DB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0184'RECOVERED IN GOOD CONDITION.
 DB0184
 DB0184                          STATION RECOVERY (1981)
 DB0184
 DB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0184'26.5 KM (16.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION
 DB0184'OF 4TH AVENUE IN YUMA, 1.0 KM (0.6 MI) SOUTHEAST OF BENCH MARK Q 353,
 DB0184'0.25 KM (0.15 MI) WEST OF INTERSTATE 8 MILEPOST 17, 15.5 M (51.0 FT)
 DB0184'SOUTH OF THE CENTERLINE OF HIGHWAY 80, 18.9 M (62.0 FT) WEST OF
 DB0184'STATION BELT.
 DB0184'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DB0184'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DB0184
 DB0184                          STATION RECOVERY (1981)
 DB0184
 DB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0184'26.5 KM (16.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION
 DB0184'OF 4TH AVENUE IN YUMA, 1.0 KM (0.6 MI) SOUTHEAST OF BENCH MARK Q 353,
 DB0184'0.25 KM (0.15 MI) WEST OF INTERSTATE 8 MILEPOST 17, 15.5 M (51.0 FT)
 DB0184'SOUTH OF THE CENTERLINE OF HIGHWAY 80, 18.9 M (62.0 FT) WEST OF
 DB0184'STATION BELT.
 DB0184'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DB0184'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0683 ***********************************************************************
 DA0683  DESIGNATION -  K 354
 DA0683  PID         -  DA0683
 DA0683  STATE/COUNTY-  AZ/MARICOPA
 DA0683  USGS QUAD   -  GILA BEND (1973)
 DA0683
 DA0683                         *CURRENT SURVEY CONTROL
 DA0683  ___________________________________________________________________
 DA0683* NAD 83(1986)-  32 56 34.     (N)    112 44 08.     (W)     SCALED    
 DA0683* NAVD 88     -       222.370  (meters)     729.56   (feet)  ADJUSTED  
 DA0683  ___________________________________________________________________
 DA0683  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0683  DYNAMIC HT  -         222.109 (meters)     728.70  (feet)  COMP
 DA0683  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 DA0683
 DA0683  VERT ORDER  -  FIRST     CLASS II
 DA0683
 DA0683.The horizontal coordinates were scaled from a topographic map and have
 DA0683.an estimated accuracy of +/- 6 seconds.
 DA0683
 DA0683.The orthometric height was determined by differential leveling
 DA0683.and adjusted in June 1991.
 DA0683
 DA0683.The geoid height was determined by GEOID03.
 DA0683
 DA0683.The dynamic height is computed by dividing the NAVD 88
 DA0683.geopotential number by the normal gravity value computed on the
 DA0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0683.degrees latitude (g = 980.6199 gals.).
 DA0683
 DA0683.The modeled gravity was interpolated from observed gravity values.
 DA0683
 DA0683;                    North         East    Units  Estimated Accuracy
 DA0683;SPC AZ C     -   215,700.      136,790.      MT  (+/- 180 meters Scaled)
 DA0683
 DA0683                          SUPERSEDED SURVEY CONTROL
 DA0683
 DA0683  NGVD 29 (??/??/92)  221.798  (m)          727.68   (f) ADJ UNCH    1 2
 DA0683
 DA0683.Superseded values are not recommended for survey control.
 DA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0683.See file dsdata.txt to determine how the superseded data were derived.
 DA0683
 DA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB377462(NAD 83)
 DA0683_MARKER: DB = BENCH MARK DISK
 DA0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0683_SP_SET: ABUTMENT
 DA0683_STAMPING: K 354 1960
 DA0683_MARK LOGO: CGS   
 DA0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0683+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0683
 DA0683  HISTORY     - Date     Condition        Report By
 DA0683  HISTORY     - 1960     MONUMENTED       CGS
 DA0683  HISTORY     - 1980     GOOD             NGS
 DA0683  HISTORY     - 1980     GOOD             NGS
 DA0683  HISTORY     - 1980     GOOD             NGS
 DA0683  HISTORY     - 1980     GOOD             NGS
 DA0683  HISTORY     - 1981     GOOD             NGS
 DA0683  HISTORY     - 19941201 GOOD             USPSQD
 DA0683  HISTORY     - 20060128 GOOD             USPSQD
 DA0683  HISTORY     - 20060128 GOOD             USPSQD
 DA0683  HISTORY     - 20070417 GOOD             GEOCAC
 DA0683
 DA0683                          STATION DESCRIPTION
 DA0683
 DA0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0683'1.1 MI W FROM GILA BEND.
 DA0683'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE DEPOT AT
 DA0683'GILA BEND TO A BRIDGE, 8 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 DA0683'TRACK, SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST CONCRETE
 DA0683'ABUTMENT AND ABOUT 5 INCHES LOWER THAN THE TRACK.
 DA0683
 DA0683                          STATION RECOVERY (1980)
 DA0683
 DA0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0683'NOTE--HEADING SHOULD READ--1.7 KILOMETERS (1.1 MILES) WEST ALONG THE
 DA0683'SOUTHERN PACIFIC RAILROAD FROM THE CROSSING OF MARTIN AVENUE IN
 DA0683'GILA BEND.
 DA0683
 DA0683                          STATION RECOVERY (1980)
 DA0683
 DA0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0683'NOTE--HEADING SHOULD READ--1.7 KILOMETERS (1.1 MILES) WEST ALONG THE
 DA0683'SOUTHERN PACIFIC RAILROAD FROM THE CROSSING OF MARTIN AVENUE IN
 DA0683'GILA BEND.
 DA0683
 DA0683                          STATION RECOVERY (1980)
 DA0683
 DA0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0683'RECOVERED IN GOOD CONDITION.
 DA0683
 DA0683                          STATION RECOVERY (1980)
 DA0683
 DA0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0683'RECOVERED IN GOOD CONDITION.
 DA0683
 DA0683                          STATION RECOVERY (1981)
 DA0683
 DA0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0683'RECOVERED IN GOOD CONDITION.
 DA0683
 DA0683                          STATION RECOVERY (1994)
 DA0683
 DA0683'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0683'RECOVERED IN GOOD CONDITION.
 DA0683
 DA0683                          STATION RECOVERY (2006)
 DA0683
 DA0683'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0683'RECOVERED AS DESCRIBED.
 DA0683
 DA0683                          STATION RECOVERY (2006)
 DA0683
 DA0683'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0683'RECOVERED AS DESCRIBED.
 DA0683
 DA0683                          STATION RECOVERY (2007)
 DA0683
 DA0683'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0762 ***********************************************************************
 DA0762  DESIGNATION -  K 355
 DA0762  PID         -  DA0762
 DA0762  STATE/COUNTY-  AZ/MARICOPA
 DA0762  USGS QUAD   -  SENTINEL (1986)
 DA0762
 DA0762                         *CURRENT SURVEY CONTROL
 DA0762  ___________________________________________________________________
 DA0762* NAD 83(1986)-  32 48 40.     (N)    113 14 27.     (W)     SCALED    
 DA0762* NAVD 88     -       215.35   (+/-2cm)     706.5    (feet)  VERTCON   
 DA0762  ___________________________________________________________________
 DA0762  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DA0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0762
 DA0762.The horizontal coordinates were scaled from a topographic map and have
 DA0762.an estimated accuracy of +/- 6 seconds.
 DA0762
 DA0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0762.The vertical order pertains to the NGVD 29 superseded value.
 DA0762
 DA0762.The geoid height was determined by GEOID03.
 DA0762
 DA0762;                    North         East    Units  Estimated Accuracy
 DA0762;SPC AZ C     -   201,580.       89,360.      MT  (+/- 180 meters Scaled)
 DA0762
 DA0762                          SUPERSEDED SURVEY CONTROL
 DA0762
 DA0762  NGVD 29 (??/??/92)  214.752  (m)          704.57   (f) ADJ UNCH    2 0
 DA0762
 DA0762.Superseded values are not recommended for survey control.
 DA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0762.See file dsdata.txt to determine how the superseded data were derived.
 DA0762
 DA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB902325(NAD 83)
 DA0762_MARKER: DB = BENCH MARK DISK
 DA0762_SETTING: 80 = SET IN A BOULDER
 DA0762_SP_SET: BOULDER
 DA0762_STAMPING: K 355 1962
 DA0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0762+STABILITY: SURFACE MOTION
 DA0762
 DA0762  HISTORY     - Date     Condition        Report By
 DA0762  HISTORY     - 1962     MONUMENTED       CGS
 DA0762
 DA0762                          STATION DESCRIPTION
 DA0762
 DA0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0762'3.8 MI S FROM SENTINEL.
 DA0762'ABOUT 3.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE U.S. HIGHWAY 80
 DA0762'OVERPASS AT SENTINEL, 2.4 MILES SOUTH OF A 4X4-INCH WHITE WOODEN
 DA0762'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 22, 1.7 MILES
 DA0762'NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DA0762'AND IS NUMBERED 21, 0.25 MILE SOUTHEAST OF A CURVE IN THE ROAD, 0.1
 DA0762'MILE NORTHWEST OF A CURVE IN THE ROAD, 123 FEET SOUTHWEST OF THE
 DA0762'CENTER LINE OF THE ROAD, 30.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA0762'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A LAVA
 DA0762'BOULDER ON THE NORTHEAST SLOPE OF A SMALL RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0335 ***********************************************************************
 CG0335  DESIGNATION -  K 355
 CG0335  PID         -  CG0335
 CG0335  STATE/COUNTY-  AZ/PIMA
 CG0335  USGS QUAD   -  THE NARROWS (1981)
 CG0335
 CG0335                         *CURRENT SURVEY CONTROL
 CG0335  ___________________________________________________________________
 CG0335* NAD 83(1986)-  31 59 14.     (N)    110 35 13.     (W)     SCALED    
 CG0335* NAVD 88     -      1097.445  (meters)    3600.53   (feet)  ADJUSTED  
 CG0335  ___________________________________________________________________
 CG0335  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CG0335  DYNAMIC HT  -        1095.834 (meters)    3595.25  (feet)  COMP
 CG0335  MODELED GRAV-     979,134.0   (mgal)                       NAVD 88
 CG0335
 CG0335  VERT ORDER  -  FIRST     CLASS II
 CG0335
 CG0335.The horizontal coordinates were scaled from a topographic map and have
 CG0335.an estimated accuracy of +/- 6 seconds.
 CG0335
 CG0335.The orthometric height was determined by differential leveling
 CG0335.and adjusted in June 1991.
 CG0335
 CG0335.The geoid height was determined by GEOID03.
 CG0335
 CG0335.The dynamic height is computed by dividing the NAVD 88
 CG0335.geopotential number by the normal gravity value computed on the
 CG0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0335.degrees latitude (g = 980.6199 gals.).
 CG0335
 CG0335.The modeled gravity was interpolated from observed gravity values.
 CG0335
 CG0335;                    North         East    Units  Estimated Accuracy
 CG0335;SPC AZ C     -   110,220.      339,020.      MT  (+/- 180 meters Scaled)
 CG0335
 CG0335                          SUPERSEDED SURVEY CONTROL
 CG0335
 CG0335  NGVD 29 (??/??/92) 1096.686  (m)         3598.04   (f) ADJ UNCH    1 2
 CG0335
 CG0335.Superseded values are not recommended for survey control.
 CG0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0335.See file dsdata.txt to determine how the superseded data were derived.
 CG0335
 CG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA390390(NAD 83)
 CG0335_MARKER: DB = BENCH MARK DISK
 CG0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0335_STAMPING: K 355 1960
 CG0335_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0335+STABILITY: SURFACE MOTION
 CG0335
 CG0335  HISTORY     - Date     Condition        Report By
 CG0335  HISTORY     - 1960     MONUMENTED       CGS
 CG0335  HISTORY     - 1979     GOOD             NGS
 CG0335
 CG0335                          STATION DESCRIPTION
 CG0335
 CG0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0335'17.6 MI NW FROM BENSON.
 CG0335'17.61 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CG0335'BENSON TO MILE POST 274, 98 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CG0335'BOUND TRAFFIC LANE, 74 FEET SOUTH OF THE MILE POST, 3.1 FEET EAST OF A
 CG0335'METAL WITNESS POST, 1.1 FEET NORTH OF A FENCE, SET IN A CYLINDRICAL
 CG0335'CONCRETE POST PROJECTING 6 INCHES AND ABOUT 25 FEET LOWER THAN THE
 CG0335'HIGHWAY.
 CG0335
 CG0335                          STATION RECOVERY (1979)
 CG0335
 CG0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0335'17.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0335'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 288, 102 FEET SOUTH
 CG0335'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 190 FEET EAST OF
 CG0335'THE CENTERLINE OF A TRACK ROAD AND 1 FOOT NORTH OF THE SOUTH
 CG0335'RIGHT-OF-WAY FENCE.
 CG0335'THE MARK IS 4 FT  E FROM A WITNESS POST.
 CG0335'THE MARK IS 20 FT BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0242 ***********************************************************************
 DB0242  DESIGNATION -  K 356
 DB0242  PID         -  DB0242
 DB0242  STATE/COUNTY-  AZ/YUMA
 DB0242  USGS QUAD   -  YUMA EAST (1994)
 DB0242
 DB0242                         *CURRENT SURVEY CONTROL
 DB0242  ___________________________________________________________________
 DB0242* NAD 83(1986)-  32 39 25.     (N)    114 34 52.     (W)     SCALED    
 DB0242* NAVD 88     -        64.40   (+/-2cm)     211.3    (feet)  VERTCON   
 DB0242  ___________________________________________________________________
 DB0242  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DB0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0242
 DB0242.The horizontal coordinates were scaled from a topographic map and have
 DB0242.an estimated accuracy of +/- 6 seconds.
 DB0242
 DB0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0242.The vertical order pertains to the NGVD 29 superseded value.
 DB0242
 DB0242.The geoid height was determined by GEOID03.
 DB0242
 DB0242;                    North         East    Units  Estimated Accuracy
 DB0242;SPC AZ W     -   184,020.      135,400.      MT  (+/- 180 meters Scaled)
 DB0242
 DB0242                          SUPERSEDED SURVEY CONTROL
 DB0242
 DB0242  NGVD 29 (??/??/??)   63.744  (m)          209.13   (f) ADJUSTED    2 0
 DB0242
 DB0242.Superseded values are not recommended for survey control.
 DB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0242.See file dsdata.txt to determine how the superseded data were derived.
 DB0242
 DB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS268158(NAD 83)
 DB0242_MARKER: DB = BENCH MARK DISK
 DB0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0242_STAMPING: K 356 1964
 DB0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0242+STABILITY: SURFACE MOTION
 DB0242
 DB0242  HISTORY     - Date     Condition        Report By
 DB0242  HISTORY     - 1964     MONUMENTED       CGS
 DB0242  HISTORY     - 1972     MARK NOT FOUND   NGS
 DB0242
 DB0242                          STATION DESCRIPTION
 DB0242
 DB0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DB0242'5.8 MI SE FROM YUMA.
 DB0242'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0242'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 1.0
 DB0242'MILE SOUTH ALONG AN ASPHALT ROAD LEADING TO THE MARINE CORPS
 DB0242'AIR STATION, 0.1 MILE NORTHEAST OF THE SENTRY POST AT THE GATE
 DB0242'TO THE MARINE CORPS AIR STATION, 49.5 FEET SOUTH-SOUTHEAST OF A
 DB0242'SPEED LIMIT SIGN, 40.5 FEET EAST OF THE PAINTED CENTERLINE OF THE
 DB0242'ASPHALT ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST, 2 FEET
 DB0242'NORTH OF A POWER POLE WITH A TRANSFORMER AND SET IN THE TOP OF A
 DB0242'10-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE
 DB0242'SURFACE OF THE GROUND.
 DB0242
 DB0242                          STATION RECOVERY (1972)
 DB0242
 DB0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0485 ***********************************************************************
 CY0485  DESIGNATION -  K 358
 CY0485  PID         -  CY0485
 CY0485  STATE/COUNTY-  AZ/COCHISE
 CY0485  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0485
 CY0485                         *CURRENT SURVEY CONTROL
 CY0485  ___________________________________________________________________
 CY0485* NAD 83(1986)-  32 16 05.     (N)    109 50 26.     (W)     SCALED    
 CY0485* NAVD 88     -      1273.45   (+/-2cm)    4178.0    (feet)  VERTCON   
 CY0485  ___________________________________________________________________
 CY0485  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CY0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0485
 CY0485.The horizontal coordinates were scaled from a topographic map and have
 CY0485.an estimated accuracy of +/- 6 seconds.
 CY0485
 CY0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0485.The vertical order pertains to the NGVD 29 superseded value.
 CY0485
 CY0485.The geoid height was determined by GEOID03.
 CY0485
 CY0485;                    North         East    Units  Estimated Accuracy
 CY0485;SPC AZ E     -   140,640.      244,080.      MT  (+/- 180 meters Scaled)
 CY0485
 CY0485                          SUPERSEDED SURVEY CONTROL
 CY0485
 CY0485  NGVD 29 (??/??/92) 1272.702  (m)         4175.52   (f) ADJ UNCH    2 0
 CY0485
 CY0485.Superseded values are not recommended for survey control.
 CY0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0485.See file dsdata.txt to determine how the superseded data were derived.
 CY0485
 CY0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA091707(NAD 83)
 CY0485_MARKER: DB = BENCH MARK DISK
 CY0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0485_STAMPING: K 358 1960
 CY0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0485+STABILITY: SURFACE MOTION
 CY0485
 CY0485  HISTORY     - Date     Condition        Report By
 CY0485  HISTORY     - 1960     MONUMENTED       CGS
 CY0485
 CY0485                          STATION DESCRIPTION
 CY0485
 CY0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0485'0.6 MI W FROM WILLCOX.
 CY0485'0.6 MILE WEST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON MALEY STREET
 CY0485'TO BISBEE AVENUE, THENCE 1.0 MILE NORTH ON BISBEE AVENUE TO A
 CY0485'CROSSROAD.  THE MARK IS 1 FOOT SOUTH OF A FENCE, 9.9 FEET WEST OF A
 CY0485'POWER POLE, 61 FEET NORTHEAST OF A NORTH-SOUTH, EAST-WEST CROSSROAD,
 CY0485'2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 CY0485'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0547 ***********************************************************************
 DA0547  DESIGNATION -  K 36
 DA0547  PID         -  DA0547
 DA0547  STATE/COUNTY-  AZ/MARICOPA
 DA0547  USGS QUAD   -  DEADMAN GAP (1986)
 DA0547
 DA0547                         *CURRENT SURVEY CONTROL
 DA0547  ___________________________________________________________________
 DA0547* NAD 83(1986)-  32 33 48.     (N)    112 50 59.     (W)     SCALED    
 DA0547* NAVD 88     -       372.988  (meters)    1223.71   (feet)  ADJUSTED  
 DA0547  ___________________________________________________________________
 DA0547  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0547  DYNAMIC HT  -         372.529 (meters)    1222.21  (feet)  COMP
 DA0547  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 DA0547
 DA0547  VERT ORDER  -  FIRST     CLASS II
 DA0547
 DA0547.The horizontal coordinates were scaled from a topographic map and have
 DA0547.an estimated accuracy of +/- 6 seconds.
 DA0547
 DA0547.The orthometric height was determined by differential leveling
 DA0547.and adjusted in June 1991.
 DA0547
 DA0547.The geoid height was determined by GEOID03.
 DA0547
 DA0547.The dynamic height is computed by dividing the NAVD 88
 DA0547.geopotential number by the normal gravity value computed on the
 DA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0547.degrees latitude (g = 980.6199 gals.).
 DA0547
 DA0547.The modeled gravity was interpolated from observed gravity values.
 DA0547
 DA0547;                    North         East    Units  Estimated Accuracy
 DA0547;SPC AZ C     -   173,710.      125,740.      MT  (+/- 180 meters Scaled)
 DA0547
 DA0547                          SUPERSEDED SURVEY CONTROL
 DA0547
 DA0547  NGVD 29 (??/??/92)  372.341  (m)         1221.59   (f) ADJ UNCH    1 2
 DA0547
 DA0547.Superseded values are not recommended for survey control.
 DA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0547.See file dsdata.txt to determine how the superseded data were derived.
 DA0547
 DA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263043(NAD 83)
 DA0547_MARKER: DB = BENCH MARK DISK
 DA0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0547_STAMPING: K 36 1933 1221.684
 DA0547_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0547+STABILITY: SURFACE MOTION
 DA0547
 DA0547  HISTORY     - Date     Condition        Report By
 DA0547  HISTORY     - 1933     MONUMENTED       CGS
 DA0547  HISTORY     - 1953     GOOD             NGS
 DA0547  HISTORY     - 1980     GOOD             NGS
 DA0547
 DA0547                          STATION DESCRIPTION
 DA0547
 DA0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0547'15.1 MI N FROM AJO.
 DA0547'15.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0547'FROM THE STATION AT AJO, 13 1/2 POLES SOUTH OF MILEPOLE 28, 96.0 FEET
 DA0547'WEST OF THE WEST RAIL, 89 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET
 DA0547'SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND
 DA0547'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 DA0547'GROUND.
 DA0547
 DA0547                          STATION RECOVERY (1980)
 DA0547
 DA0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0547'24.6 KM (15.25 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0547'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 13-1/2 POLES SOUTH
 DA0547'OF RAILWAY MILEPOLE 28, SET IN LINE WITH A ROW OF IRON TELEGRAPH
 DA0547'POLES, 29.3 METERS (96.0 FT) WEST OF THE WEST RAIL OF THE TRACKS, 29.3
 DA0547'METERS (96.0 FT) EAST OF THE CENTERLINE OF THE DIRT ROAD PARALLELING
 DA0547'THE TRACKS, 27.1 METERS (89.0 FT) SOUTH OF AN IRON TELEGRAPH POLE.
 DA0547'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0547'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0304 ***********************************************************************
 DV0304  DESIGNATION -  K 360
 DV0304  PID         -  DV0304
 DV0304  STATE/COUNTY-  AZ/MARICOPA
 DV0304  USGS QUAD   -  MOBILE (1978)
 DV0304
 DV0304                         *CURRENT SURVEY CONTROL
 DV0304  ___________________________________________________________________
 DV0304* NAD 83(1986)-  33 02 44.     (N)    112 18 33.     (W)     SCALED    
 DV0304* NAVD 88     -       417.592  (meters)    1370.05   (feet)  ADJUSTED  
 DV0304  ___________________________________________________________________
 DV0304  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DV0304  DYNAMIC HT  -         417.087 (meters)    1368.39  (feet)  COMP
 DV0304  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 DV0304
 DV0304  VERT ORDER  -  FIRST     CLASS II
 DV0304
 DV0304.The horizontal coordinates were scaled from a topographic map and have
 DV0304.an estimated accuracy of +/- 6 seconds.
 DV0304
 DV0304.The orthometric height was determined by differential leveling
 DV0304.and adjusted in June 1991.
 DV0304
 DV0304.The geoid height was determined by GEOID03.
 DV0304
 DV0304.The dynamic height is computed by dividing the NAVD 88
 DV0304.geopotential number by the normal gravity value computed on the
 DV0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0304.degrees latitude (g = 980.6199 gals.).
 DV0304
 DV0304.The modeled gravity was interpolated from observed gravity values.
 DV0304
 DV0304;                    North         East    Units  Estimated Accuracy
 DV0304;SPC AZ C     -   226,870.      176,700.      MT  (+/- 180 meters Scaled)
 DV0304
 DV0304                          SUPERSEDED SURVEY CONTROL
 DV0304
 DV0304  NGVD 29 (??/??/92)  416.974  (m)         1368.02   (f) ADJ UNCH    1 2
 DV0304
 DV0304.Superseded values are not recommended for survey control.
 DV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0304.See file dsdata.txt to determine how the superseded data were derived.
 DV0304
 DV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB777570(NAD 83)
 DV0304_MARKER: DB = BENCH MARK DISK
 DV0304_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0304_SP_SET: 14 FEET
 DV0304_STAMPING: K 360 1967
 DV0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0304+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0304
 DV0304  HISTORY     - Date     Condition        Report By
 DV0304  HISTORY     - 1967     MONUMENTED       CGS
 DV0304  HISTORY     - 1980     GOOD             NGS
 DV0304  HISTORY     - 1980     GOOD             NGS
 DV0304  HISTORY     - 19941202 GOOD             USPSQD
 DV0304  HISTORY     - 20070321 GOOD             GEOCAC
 DV0304
 DV0304                          STATION DESCRIPTION
 DV0304
 DV0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0304'2.25 MI W FROM MOBILE.
 DV0304'ABOUT 2.25 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0304'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 30, T 5 S, R 1 E, 3 RAILS
 DV0304'SOUTHWEST OF A SMALL RAILROAD BRIDGE, 38 FEET NORTHWEST OF THE
 DV0304'NORTHWEST RAIL OF THE MAIN TRACK, 5 1/2 FEET SOUTHWEST OF THE 1ST
 DV0304'TELEPHONE POLE SOUTHWEST OF MILEPOST 882, IN LINE WITH A ROW OF
 DV0304'TELEPHONE POLES, NORTHEAST OF A WOODEN WITNESS POST, ABOUT 3 FEET
 DV0304'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 DV0304'COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED IN A
 DV0304'5-INCH IRON PIPE PROJECTING 6 INCHES.
 DV0304
 DV0304                          STATION RECOVERY (1980)
 DV0304
 DV0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0304'RECOVERED IN GOOD CONDITION.
 DV0304
 DV0304                          STATION RECOVERY (1980)
 DV0304
 DV0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0304'RECOVERED IN GOOD CONDITION.
 DV0304
 DV0304                          STATION RECOVERY (1994)
 DV0304
 DV0304'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0304'RECOVERED IN GOOD CONDITION.
 DV0304
 DV0304                          STATION RECOVERY (2007)
 DV0304
 DV0304'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0813 ***********************************************************************
 DV0813  DESIGNATION -  K 361
 DV0813  PID         -  DV0813
 DV0813  STATE/COUNTY-  AZ/MARICOPA
 DV0813  USGS QUAD   -  COTTON CENTER (1973)
 DV0813
 DV0813                         *CURRENT SURVEY CONTROL
 DV0813  ___________________________________________________________________
 DV0813* NAD 83(2007)-  33 07 19.26466(N)    112 40 10.44509(W)     ADJUSTED  
 DV0813* NAVD 88     -       225.046  (meters)     738.34   (feet)  ADJUSTED  
 DV0813  ___________________________________________________________________
 DV0813  EPOCH DATE  -        2007.00
 DV0813  X           -  -2,060,917.503 (meters)                     COMP
 DV0813  Y           -  -4,934,141.507 (meters)                     COMP
 DV0813  Z           -   3,465,405.993 (meters)                     COMP
 DV0813  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV0813  ELLIP HEIGHT-         193.852 (meters)          (02/10/07) ADJUSTED
 DV0813  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV0813  DYNAMIC HT  -         224.783 (meters)     737.48  (feet)  COMP
 DV0813
 DV0813  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0813  Type    PID    Designation                      North   East  Ellip
 DV0813  -------------------------------------------------------------------
 DV0813  NETWORK DV0813 K 361                             0.73   0.67   1.08
 DV0813  -------------------------------------------------------------------
 DV0813  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 DV0813
 DV0813  VERT ORDER  -  FIRST     CLASS II
 DV0813
 DV0813.The horizontal coordinates were established by GPS observations
 DV0813.and adjusted by the National Geodetic Survey in February 2007.
 DV0813
 DV0813.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0813.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0813.The horizontal coordinates are valid at the epoch date displayed above.
 DV0813.The epoch date for horizontal control is a decimal equivalence
 DV0813.of Year/Month/Day.
 DV0813
 DV0813.The orthometric height was determined by differential leveling
 DV0813.and adjusted in June 1991.
 DV0813
 DV0813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0813
 DV0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0813
 DV0813.The ellipsoidal height was determined by GPS observations
 DV0813.and is referenced to NAD 83.
 DV0813
 DV0813.The geoid height was determined by GEOID03.
 DV0813
 DV0813.The dynamic height is computed by dividing the NAVD 88
 DV0813.geopotential number by the normal gravity value computed on the
 DV0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0813.degrees latitude (g = 980.6199 gals.).
 DV0813
 DV0813.The modeled gravity was interpolated from observed gravity values.
 DV0813
 DV0813;                    North         East     Units Scale Factor Converg.
 DV0813;SPC AZ C     -   235,534.904   143,102.157   MT  0.99996084   -0 24 41.1
 DV0813;SPC AZ C     -   772,752.31    469,495.27   iFT  0.99996084   -0 24 41.1
 DV0813;UTM  12      - 3,666,054.240   344,241.988   MT  0.99989913   -0 54 44.9
 DV0813
 DV0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0813!SPC AZ C     -   0.99996957  x   0.99996084  =   0.99993041
 DV0813!UTM  12      -   0.99996957  x   0.99989913  =   0.99986870
 DV0813
 DV0813                          SUPERSEDED SURVEY CONTROL
 DV0813
 DV0813  NAD 83(1992)-  33 07 19.26382(N)    112 40 10.44479(W) AD(       ) B
 DV0813  ELLIP H (04/12/01)  193.885  (m)                       GP(       ) 3 2
 DV0813  NAVD 88 (04/12/01)  225.05   (m)          738.4    (f) LEVELING    3  
 DV0813  NGVD 29 (??/??/92)  224.412  (m)          736.26   (f) ADJ UNCH    1 2
 DV0813
 DV0813.Superseded values are not recommended for survey control.
 DV0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0813.See file dsdata.txt to determine how the superseded data were derived.
 DV0813
 DV0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4424266054(NAD 83)
 DV0813_MARKER: DB = BENCH MARK DISK
 DV0813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0813_SP_SET: 11 1/2 FEET
 DV0813_STAMPING: K 361 1967
 DV0813_MARK LOGO: CGS   
 DV0813_PROJECTION: PROJECTING 15 CENTIMETERS
 DV0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0813+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV0813_ROD/PIPE-DEPTH:  3.5 meters
 DV0813
 DV0813  HISTORY     - Date     Condition        Report By
 DV0813  HISTORY     - 1967     MONUMENTED       CGS
 DV0813  HISTORY     - 1981     GOOD             NGS
 DV0813  HISTORY     - 20000419 GOOD             MCDOT
 DV0813  HISTORY     - 20060128 GOOD             USPSQD
 DV0813  HISTORY     - 20060129 GOOD             USPSQD
 DV0813  HISTORY     - 20070417 GOOD             GEOCAC
 DV0813
 DV0813                          STATION DESCRIPTION
 DV0813
 DV0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0813'13.2 MI N FROM GILA.
 DV0813'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0813'GILA BEND, THENCE 12.35 MILES NORTH ALONG THE ARLINGTON HASSAYAMPA
 DV0813'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 33, T 3 S, R 4 W, ABOUT 0.1
 DV0813'MILE SOUTHEAST OF AN IRRIGATION WELL WHICH IS LOCATED ON THE NORTHEAST
 DV0813'SIDE OF THE HIGHWAY AND ACROSS THE HIGHWAY FROM A SMALL FRAME HOUSE,
 DV0813'53 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET
 DV0813'NORTH OF THE MORE NORTHERLY OF TWO POWER POLES WHICH ARE SUPPORTING A
 DV0813'GROUP OF SMALL TRANSFORMERS, 1.1 FEET SOUTHEAST OF A METAL WITNESS
 DV0813'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP
 DV0813'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 1/2
 DV0813'FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 DV0813
 DV0813                          STATION RECOVERY (1981)
 DV0813
 DV0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0813'RECOVERED IN GOOD CONDITION.
 DV0813
 DV0813                          STATION RECOVERY (2000)
 DV0813
 DV0813'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0813'RECOVERED AS DESCRIBED.
 DV0813
 DV0813                          STATION RECOVERY (2006)
 DV0813
 DV0813'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0813'RECOVERED AS DESCRIBED.
 DV0813
 DV0813                          STATION RECOVERY (2006)
 DV0813
 DV0813'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0813'RECOVERED AS DESCRIBED.
 DV0813
 DV0813                          STATION RECOVERY (2007)
 DV0813
 DV0813'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0764 ***********************************************************************
 DV0764  DESIGNATION -  K 362
 DV0764  PID         -  DV0764
 DV0764  STATE/COUNTY-  AZ/MARICOPA
 DV0764  USGS QUAD   -  TONOPAH (1984)
 DV0764
 DV0764                         *CURRENT SURVEY CONTROL
 DV0764  ___________________________________________________________________
 DV0764* NAD 83(1986)-  33 27 16.     (N)    112 56 02.     (W)     SCALED    
 DV0764* NAVD 88     -       325.661  (meters)    1068.44   (feet)  ADJUSTED  
 DV0764  ___________________________________________________________________
 DV0764  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV0764  DYNAMIC HT  -         325.282 (meters)    1067.20  (feet)  COMP
 DV0764  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 DV0764
 DV0764  VERT ORDER  -  FIRST     CLASS II
 DV0764
 DV0764.The horizontal coordinates were scaled from a topographic map and have
 DV0764.an estimated accuracy of +/- 6 seconds.
 DV0764
 DV0764.The orthometric height was determined by differential leveling
 DV0764.and adjusted in June 1991.
 DV0764
 DV0764.The geoid height was determined by GEOID03.
 DV0764
 DV0764.The dynamic height is computed by dividing the NAVD 88
 DV0764.geopotential number by the normal gravity value computed on the
 DV0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0764.degrees latitude (g = 980.6199 gals.).
 DV0764
 DV0764.The modeled gravity was interpolated from observed gravity values.
 DV0764
 DV0764;                    North         East    Units  Estimated Accuracy
 DV0764;SPC AZ C     -   272,610.      118,800.      MT  (+/- 180 meters Scaled)
 DV0764
 DV0764                          SUPERSEDED SURVEY CONTROL
 DV0764
 DV0764  NGVD 29 (??/??/92)  325.043  (m)         1066.41   (f) ADJ UNCH    1 2
 DV0764
 DV0764.Superseded values are not recommended for survey control.
 DV0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0764.See file dsdata.txt to determine how the superseded data were derived.
 DV0764
 DV0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC202033(NAD 83)
 DV0764_MARKER: DB = BENCH MARK DISK
 DV0764_SETTING: 80 = SET IN A BOULDER
 DV0764_SP_SET: BOULDER
 DV0764_STAMPING: K 362 1967
 DV0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0764+STABILITY: SURFACE MOTION
 DV0764
 DV0764  HISTORY     - Date     Condition        Report By
 DV0764  HISTORY     - 1967     MONUMENTED       CGS
 DV0764  HISTORY     - 1981     GOOD             NGS
 DV0764
 DV0764                          STATION DESCRIPTION
 DV0764
 DV0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0764'14.5 MI NW FROM HASSAYAMPA.
 DV0764'14.5 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0764'SERVICE STATION AND STORE AT HASSAYAMPA, OR ABOUT 6.85 MILES WEST
 DV0764'ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT TONOPAH, THENCE 8.2
 DV0764'MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD, 0.25 MILE NORTHWEST OF
 DV0764'A GROUP OF RANCH BUILDINGS, 147 FEET SOUTHWEST OF THE CENTER LINE OF
 DV0764'THE ROAD, SET IN THE TOP OF A 4- BY 6-FOOT BOULDER WHICH PROJECTS 14
 DV0764'INCHES ON THE NORTHEAST SIDE, AT THE EAST FOOT OF A ROCK COVERED HILL,
 DV0764'103 FEET SOUTH WEST OF A POWER POLE WHICH IS BRACED BY TWO GUY WIRES,
 DV0764'AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0764
 DV0764                          STATION RECOVERY (1981)
 DV0764
 DV0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1014 ***********************************************************************
 CZ1014  DESIGNATION -  K 363
 CZ1014  PID         -  CZ1014
 CZ1014  STATE/COUNTY-  AZ/PINAL
 CZ1014  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1014
 CZ1014                         *CURRENT SURVEY CONTROL
 CZ1014  ___________________________________________________________________
 CZ1014* NAD 83(1986)-  32 51 14.     (N)    111 43 11.     (W)     SCALED    
 CZ1014* NAVD 88     -       436.920  (meters)    1433.46   (feet)  ADJUSTED  
 CZ1014  ___________________________________________________________________
 CZ1014  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1014  DYNAMIC HT  -         436.384 (meters)    1431.70  (feet)  COMP
 CZ1014  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 CZ1014  OBS GRAVITY -     979,397.6   (mgal)                       GRAV_OBS
 CZ1014
 CZ1014  VERT ORDER  -  FIRST     CLASS II
 CZ1014
 CZ1014.The horizontal coordinates were scaled from a topographic map and have
 CZ1014.an estimated accuracy of +/- 6 seconds.
 CZ1014
 CZ1014.The orthometric height was determined by differential leveling
 CZ1014.and adjusted in November 1993.
 CZ1014
 CZ1014.The geoid height was determined by GEOID03.
 CZ1014
 CZ1014.The dynamic height is computed by dividing the NAVD 88
 CZ1014.geopotential number by the normal gravity value computed on the
 CZ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1014.degrees latitude (g = 980.6199 gals.).
 CZ1014
 CZ1014.The modeled gravity was interpolated from observed gravity values.
 CZ1014.The observed gravity was obtained from relative gravimeter ties
 CZ1014.to the IGSN71 gravity network.
 CZ1014
 CZ1014;                    North         East    Units  Estimated Accuracy
 CZ1014;SPC AZ C     -   205,570.      231,790.      MT  (+/- 180 meters Scaled)
 CZ1014
 CZ1014                          SUPERSEDED SURVEY CONTROL
 CZ1014
 CZ1014  NAVD 88 (06/15/91)  436.905  (m)         1433.41   (f) UNKNOWN     1 2
 CZ1014  NGVD 29 (??/??/92)  436.373  (m)         1431.67   (f) ADJ UNCH    1 2
 CZ1014
 CZ1014.Superseded values are not recommended for survey control.
 CZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1014.See file dsdata.txt to determine how the superseded data were derived.
 CZ1014
 CZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB326353(NAD 83)
 CZ1014_MARKER: DB = BENCH MARK DISK
 CZ1014_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ1014_SP_SET: RETAINING WALL
 CZ1014_STAMPING: K 363 1967
 CZ1014_MARK LOGO: CGS   
 CZ1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1014+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1014
 CZ1014  HISTORY     - Date     Condition        Report By
 CZ1014  HISTORY     - 1967     MONUMENTED       CGS
 CZ1014  HISTORY     - 1970     GOOD             NGS
 CZ1014  HISTORY     - 1980     GOOD             NGS
 CZ1014  HISTORY     - 1980     GOOD             NGS
 CZ1014  HISTORY     - 1984     GOOD             NGS
 CZ1014  HISTORY     - 19911205 GOOD             NGS
 CZ1014  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1014
 CZ1014                          STATION DESCRIPTION
 CZ1014
 CZ1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1014'2.6 MI SE FROM CASA GRANDE.
 CZ1014'ABOUT 2.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1014'STATION AT CASA GRANDE, IN S 34, T 6 S, R 6 E, 12 1/2 POLES SOUTHEAST
 CZ1014'OF MILEPOST NUMBER 921, 102 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 CZ1014'THE MAIN TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE
 CZ1014'FOUNDATION OF A HEADGATE IN AN IRRIGATION CANAL, 73 FEET SOUTHWEST OF
 CZ1014'THE CENTER LINE OF STATE HIGHWAY 84, ABOUT LEVEL WITH THE HIGHWAY, AND
 CZ1014'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CZ1014
 CZ1014                          STATION RECOVERY (1970)
 CZ1014
 CZ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1014'RECOVERED IN GOOD CONDITION.
 CZ1014
 CZ1014                          STATION RECOVERY (1980)
 CZ1014
 CZ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1014'RECOVERED IN GOOD CONDITION.
 CZ1014
 CZ1014                          STATION RECOVERY (1980)
 CZ1014
 CZ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1014'RECOVERED IN GOOD CONDITION.
 CZ1014
 CZ1014                          STATION RECOVERY (1984)
 CZ1014
 CZ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1014'RECOVERED IN GOOD CONDITION.
 CZ1014
 CZ1014                          STATION RECOVERY (1991)
 CZ1014
 CZ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1014'4.6 KM (2.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1014'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1014'BOULEVARD) IN CASA GRANDE, NEAR THE INTERSECTION OF NOBLE STREET, IN
 CZ1014'TOP OF AND 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF A
 CZ1014'CONCRETE RETAINING WALL OF A HEAD GATE IN A CANAL, 20.0 M (65.6 FT)
 CZ1014'SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 3.0 M (9.8
 CZ1014'FT) SOUTHWEST OF THE CENTER OF THE HEAD GATE.
 CZ1014
 CZ1014                          STATION RECOVERY (2007)
 CZ1014
 CZ1014'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0557 ***********************************************************************
 DU0557  DESIGNATION -  K 364
 DU0557  PID         -  DU0557
 DU0557  STATE/COUNTY-  AZ/PINAL
 DU0557  USGS QUAD   -  FLORENCE (1981)
 DU0557
 DU0557                         *CURRENT SURVEY CONTROL
 DU0557  ___________________________________________________________________
 DU0557* NAD 83(1986)-  33 05 53.     (N)    111 28 02.     (W)     SCALED    
 DU0557* NAVD 88     -       471.951  (meters)    1548.39   (feet)  ADJUSTED  
 DU0557  ___________________________________________________________________
 DU0557  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0557  DYNAMIC HT  -         471.378 (meters)    1546.51  (feet)  COMP
 DU0557  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 DU0557
 DU0557  VERT ORDER  -  FIRST     CLASS II
 DU0557
 DU0557.The horizontal coordinates were scaled from a topographic map and have
 DU0557.an estimated accuracy of +/- 6 seconds.
 DU0557
 DU0557.The orthometric height was determined by differential leveling
 DU0557.and adjusted in November 1993.
 DU0557
 DU0557.The geoid height was determined by GEOID03.
 DU0557
 DU0557.The dynamic height is computed by dividing the NAVD 88
 DU0557.geopotential number by the normal gravity value computed on the
 DU0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0557.degrees latitude (g = 980.6199 gals.).
 DU0557
 DU0557.The modeled gravity was interpolated from observed gravity values.
 DU0557
 DU0557;                    North         East    Units  Estimated Accuracy
 DU0557;SPC AZ C     -   232,720.      255,310.      MT  (+/- 180 meters Scaled)
 DU0557
 DU0557                          SUPERSEDED SURVEY CONTROL
 DU0557
 DU0557  NGVD 29 (??/??/92)  471.367  (m)         1546.48   (f) ADJ UNCH    1 2
 DU0557
 DU0557.Superseded values are not recommended for survey control.
 DU0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0557.See file dsdata.txt to determine how the superseded data were derived.
 DU0557
 DU0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB564622(NAD 83)
 DU0557_MARKER: DB = BENCH MARK DISK
 DU0557_SETTING: 66 = SET IN ROCK OUTCROP
 DU0557_SP_SET: IN A DRILL HOLE IN BEDROCK
 DU0557_STAMPING: K 364 1967
 DU0557_MARK LOGO: CGS   
 DU0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0557+STABILITY: POSITION/ELEVATION WELL
 DU0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0557+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1992
 DU0557
 DU0557  HISTORY     - Date     Condition        Report By
 DU0557  HISTORY     - 1967     MONUMENTED       CGS
 DU0557  HISTORY     - 19920110 GOOD             NGS
 DU0557  HISTORY     - 20070509 MARK NOT FOUND   GEOCAC
 DU0557
 DU0557                          STATION DESCRIPTION
 DU0557
 DU0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0557'3.65 MI SE FROM MAGMA.
 DU0557'ABOUT 3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0557'STATION SIGN AT MAGMA, THENCE 0.35 MILE SOUTHWEST, CROSS-COUNTRY, TO
 DU0557'THE NORTHEAST SLOPE OF A ROCK STREWN RIDGE, IN SECTION 7, T 4 S, R 9
 DU0557'E, 0.3 MILE SOUTHEAST OF THE HIGHEST HILL IN THE VICINITY, 200 FEET
 DU0557'SOUTHEAST OF THE FOOT OF THE RIDGE, SET IN THE TOP OF A ROCK OUTCROP
 DU0557'WHICH IS ABOUT LEVEL WITH THE GROUND ON THE SOUTHEAST SIDE AND
 DU0557'PROJECTS 3 FEET ON THE NORTHEAST SIDE, 1.1 FEET SOUTH OF A METAL
 DU0557'WITNESS POST.
 DU0557
 DU0557                          STATION RECOVERY (1992)
 DU0557
 DU0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0557'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0557'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0557'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 3.9 KM
 DU0557'(2.40 MI) NORTHERLY ALONG FELIX ROAD, THENCE 1.2 KM (0.75 MI)
 DU0557'NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 0.6 KM
 DU0557'(0.35 MI) SOUTHWESTERLY ACROSS COUNTRY, NEAR THE SOUTH END OF A 5
 DU0557'BY-12 FOOT AREA OF OUTCROPPING BEDROCK ALONG THE WEST SLOPE AND NEAR
 DU0557'THE TOP OF A ROCKY HILL, 60.0 M (196.8 FT) EAST OF THE WEST BASE OF
 DU0557'THE HILL, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 DU0557
 DU0557                          STATION RECOVERY (2007)
 DU0557
 DU0557'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0557'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0557'MARK. HEAVY MACHINERY HAS BEEN ACTIVE IN THE AREA, AND THERE IS A ROCK
 DU0557'AND GRAVEL OPERATION JUST TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0067 ***********************************************************************
 DV0067  DESIGNATION -  K 365
 DV0067  PID         -  DV0067
 DV0067  STATE/COUNTY-  AZ/MARICOPA
 DV0067  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0067
 DV0067                         *CURRENT SURVEY CONTROL
 DV0067  ___________________________________________________________________
 DV0067* NAD 83(1986)-  33 40 02.     (N)    112 17 23.     (W)     SCALED    
 DV0067* NAVD 88     -       378.679  (meters)    1242.38   (feet)  ADJUSTED  
 DV0067  ___________________________________________________________________
 DV0067  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV0067  DYNAMIC HT  -         378.240 (meters)    1240.94  (feet)  COMP
 DV0067  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 DV0067
 DV0067  VERT ORDER  -  FIRST     CLASS II
 DV0067
 DV0067.The horizontal coordinates were scaled from a topographic map and have
 DV0067.an estimated accuracy of +/- 6 seconds.
 DV0067
 DV0067.The orthometric height was determined by differential leveling
 DV0067.and adjusted in June 1991.
 DV0067
 DV0067.The geoid height was determined by GEOID03.
 DV0067
 DV0067.The dynamic height is computed by dividing the NAVD 88
 DV0067.geopotential number by the normal gravity value computed on the
 DV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0067.degrees latitude (g = 980.6199 gals.).
 DV0067
 DV0067.The modeled gravity was interpolated from observed gravity values.
 DV0067
 DV0067;                    North         East    Units  Estimated Accuracy
 DV0067;SPC AZ C     -   295,810.      178,770.      MT  (+/- 180 meters Scaled)
 DV0067
 DV0067                          SUPERSEDED SURVEY CONTROL
 DV0067
 DV0067  NGVD 29 (??/??/92)  378.071  (m)         1240.39   (f) ADJ UNCH    1 2
 DV0067
 DV0067.Superseded values are not recommended for survey control.
 DV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0067.See file dsdata.txt to determine how the superseded data were derived.
 DV0067
 DV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC804260(NAD 83)
 DV0067_MARKER: DB = BENCH MARK DISK
 DV0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0067_STAMPING: K 365 1967
 DV0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0067+STABILITY: SURFACE MOTION
 DV0067
 DV0067  HISTORY     - Date     Condition        Report By
 DV0067  HISTORY     - 1967     MONUMENTED       CGS
 DV0067  HISTORY     - 1981     GOOD             NGS
 DV0067  HISTORY     - 20050118 MARK NOT FOUND   MCDOT
 DV0067  HISTORY     - 20061004 MARK NOT FOUND   GEOCAC
 DV0067
 DV0067                          STATION DESCRIPTION
 DV0067
 DV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0067'4.5 MI N FROM SUN CITY.
 DV0067'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0067'CITY, IN SECTION 20, T 4 N, R 1 E, 64 FEET NORTHEAST OF THE CENTER OF
 DV0067'THE INTERSECTION OF THE AVENUE AND A GRAVELED ROAD, 26 FEET EAST OF
 DV0067'THE CENTER LINE OF THE AVENUE, 54 FEET NORTH OF THE CENTER LINE OF THE
 DV0067'GRAVELED ROAD, 6 1/2 FEET EAST OF A POWER POLE WHICH IS BRACED BY 2
 DV0067'GUY WIRES, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 DV0067'THE LEVEL OF THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DV0067'PROJECTS 6 INCHES.
 DV0067
 DV0067                          STATION RECOVERY (1981)
 DV0067
 DV0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0067'RECOVERED IN GOOD CONDITION.
 DV0067
 DV0067                          STATION RECOVERY (2005)
 DV0067
 DV0067'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 DV0067'FIELD CREW SEARCHED AND DID NOT FIND.
 DV0067
 DV0067                          STATION RECOVERY (2006)
 DV0067
 DV0067'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0067'THE ROADS HAVE BEEN WIDENED. THE POWER POLE AND WITNESS POST ARE NOT
 DV0067'THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0099 ***********************************************************************
 DV0099  DESIGNATION -  K 366
 DV0099  PID         -  DV0099
 DV0099  STATE/COUNTY-  AZ/MARICOPA
 DV0099  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0099
 DV0099                         *CURRENT SURVEY CONTROL
 DV0099  ___________________________________________________________________
 DV0099* NAD 83(1986)-  33 37 51.     (N)    112 27 28.     (W)     SCALED    
 DV0099* NAVD 88     -       405.264  (meters)    1329.60   (feet)  ADJUSTED  
 DV0099  ___________________________________________________________________
 DV0099  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DV0099  DYNAMIC HT  -         404.792 (meters)    1328.06  (feet)  COMP
 DV0099  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DV0099
 DV0099  VERT ORDER  -  FIRST     CLASS II
 DV0099
 DV0099.The horizontal coordinates were scaled from a topographic map and have
 DV0099.an estimated accuracy of +/- 6 seconds.
 DV0099
 DV0099.The orthometric height was determined by differential leveling
 DV0099.and adjusted in June 1991.
 DV0099
 DV0099.The geoid height was determined by GEOID03.
 DV0099
 DV0099.The dynamic height is computed by dividing the NAVD 88
 DV0099.geopotential number by the normal gravity value computed on the
 DV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0099.degrees latitude (g = 980.6199 gals.).
 DV0099
 DV0099.The modeled gravity was interpolated from observed gravity values.
 DV0099
 DV0099;                    North         East    Units  Estimated Accuracy
 DV0099;SPC AZ C     -   291,840.      163,160.      MT  (+/- 180 meters Scaled)
 DV0099
 DV0099                          SUPERSEDED SURVEY CONTROL
 DV0099
 DV0099  NGVD 29 (??/??/92)  405.271  (m)         1329.63   (f) ADJ UNCH    1 2
 DV0099
 DV0099.Superseded values are not recommended for survey control.
 DV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0099.See file dsdata.txt to determine how the superseded data were derived.
 DV0099
 DV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC647221(NAD 83)
 DV0099_MARKER: DB = BENCH MARK DISK
 DV0099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0099_SP_SET: 16 FEET
 DV0099_STAMPING: K 366 1967
 DV0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0099
 DV0099  HISTORY     - Date     Condition        Report By
 DV0099  HISTORY     - 1967     MONUMENTED       CGS
 DV0099  HISTORY     - 1981     GOOD             NGS
 DV0099
 DV0099                          STATION DESCRIPTION
 DV0099
 DV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0099'12.05 MI W FROM EL MIRAGE.
 DV0099'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0099'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 5.05 MILES
 DV0099'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0099'BEARDSLEY CANAL, IN SECTION 3, T 3 N, R 2 W, 68 FEET EAST OF THE
 DV0099'CENTER LINE OF THE ROAD, 38 FEET EAST OF AN IRRIGATION WELL, 10 FEET
 DV0099'EAST OF THE MORE EASTERLY OF TWO POLES WHICH SUPPORT 3 TRANSFORMERS, 7
 DV0099'FEET WEST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1.6 FEET
 DV0099'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 DV0099'ROAD AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 DV0099'A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS
 DV0099'8 INCHES.
 DV0099
 DV0099                          STATION RECOVERY (1981)
 DV0099
 DV0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0210 ***********************************************************************
 DA0210  DESIGNATION -  K 37
 DA0210  PID         -  DA0210
 DA0210  STATE/COUNTY-  AZ/PIMA
 DA0210  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0210
 DA0210                         *CURRENT SURVEY CONTROL
 DA0210  ___________________________________________________________________
 DA0210* NAD 83(1986)-  32 10 35.     (N)    112 15 21.     (W)     SCALED    
 DA0210* NAVD 88     -       702.41   (+/-2cm)    2304.5    (feet)  VERTCON   
 DA0210  ___________________________________________________________________
 DA0210  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DA0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0210
 DA0210.The horizontal coordinates were scaled from a topographic map and have
 DA0210.an estimated accuracy of +/- 6 seconds.
 DA0210
 DA0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0210.The vertical order pertains to the NGVD 29 superseded value.
 DA0210
 DA0210.The geoid height was determined by GEOID03.
 DA0210
 DA0210;                    North         East    Units  Estimated Accuracy
 DA0210;SPC AZ C     -   130,480.      181,380.      MT  (+/- 180 meters Scaled)
 DA0210
 DA0210                          SUPERSEDED SURVEY CONTROL
 DA0210
 DA0210  NGVD 29 (??/??/92)  701.696  (m)         2302.15   (f) ADJ UNCH    2 0
 DA0210
 DA0210.Superseded values are not recommended for survey control.
 DA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0210.See file dsdata.txt to determine how the superseded data were derived.
 DA0210
 DA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA816606(NAD 83)
 DA0210_MARKER: DB = BENCH MARK DISK
 DA0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0210_STAMPING: K 37 1933 2302.315 BLANCO 1936
 DA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0210+STABILITY: SURFACE MOTION
 DA0210
 DA0210  HISTORY     - Date     Condition        Report By
 DA0210  HISTORY     - 1936     MONUMENTED       CGS
 DA0210  HISTORY     - 1961     GOOD             NGS
 DA0210  HISTORY     - 19970306 GOOD             USPSQD
 DA0210
 DA0210                          STATION DESCRIPTION
 DA0210
 DA0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0210'7.0 MI E FROM TRACY.
 DA0210'ABOUT 7.0 MILES EAST ALONG STATE HIGHWAY 86 FROM THE HIGHWAY
 DA0210'DEPARTMENT MAINTENANCE CAMP AT TRACY, AN INDIAN VILLAGE.  0.4 MILE
 DA0210'EAST OF THE JUNCTION OF STATE HIGHWAY 86 AND A ROAD LEADING SOUTH TO
 DA0210'PISINIMO, AN INDIAN VILLAGE.  54 FEET SOUTH OF THE CENTER LINE OF THE
 DA0210'HIGHWAY, 129 FEET SOUTH AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE,
 DA0210'0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 DA0210'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 DA0210
 DA0210                          STATION RECOVERY (1997)
 DA0210
 DA0210'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0639 ***********************************************************************
 CG0639  DESIGNATION -  K 38
 CG0639  PID         -  CG0639
 CG0639  STATE/COUNTY-  AZ/PIMA
 CG0639  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0639
 CG0639                         *CURRENT SURVEY CONTROL
 CG0639  ___________________________________________________________________
 CG0639* NAD 83(1986)-  31 59 46.     (N)    111 41 34.     (W)     SCALED    
 CG0639* NAVD 88     -       915.53   (+/-2cm)    3003.7    (feet)  VERTCON   
 CG0639  ___________________________________________________________________
 CG0639  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0639
 CG0639.The horizontal coordinates were scaled from a topographic map and have
 CG0639.an estimated accuracy of +/- 6 seconds.
 CG0639
 CG0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0639.The vertical order pertains to the NGVD 29 superseded value.
 CG0639
 CG0639.The geoid height was determined by GEOID03.
 CG0639
 CG0639;                    North         East    Units  Estimated Accuracy
 CG0639;SPC AZ C     -   110,460.      234,520.      MT  (+/- 180 meters Scaled)
 CG0639
 CG0639                          SUPERSEDED SURVEY CONTROL
 CG0639
 CG0639  NGVD 29 (??/??/92)  914.792  (m)         3001.28   (f) ADJ UNCH    2 0
 CG0639
 CG0639.Superseded values are not recommended for survey control.
 CG0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0639.See file dsdata.txt to determine how the superseded data were derived.
 CG0639
 CG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA345402(NAD 83)
 CG0639_MARKER: DB = BENCH MARK DISK
 CG0639_SETTING: 66 = SET IN ROCK OUTCROP
 CG0639_SP_SET: ROCK OUTCROP
 CG0639_STAMPING: K 38 3001.431 1933
 CG0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0639+STABILITY: POSITION/ELEVATION WELL
 CG0639
 CG0639  HISTORY     - Date     Condition        Report By
 CG0639  HISTORY     - 1933     MONUMENTED       CGS
 CG0639  HISTORY     - 1952     GOOD             NGS
 CG0639
 CG0639                          STATION DESCRIPTION
 CG0639
 CG0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0639'13.95 MI NE FROM SELLS.
 CG0639'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0639'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 0.25 MILE
 CG0639'SOUTHEAST ALONG A DIRT ROAD, THENCE 0.6 MILE EAST ALONG THE OLD
 CG0639'HIGHWAY, AT A POINT WHERE THE ROAD CROSSES THE WASH, AND SET IN THE
 CG0639'TOP OF A LARGE OUTCROP WITH OLD INDIAN CARVINGS, 213 1/2 FEET SOUTH OF
 CG0639'THE CENTER OF THE OLD HIGHWAY AND WASH, 168 FEET SOUTHEAST OF THE
 CG0639'CENTER LINE OF THE OLD HIGHWAY, 155.8 FEET EAST OF A TELEPHONE POLE,
 CG0639'AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0283 ***********************************************************************
 FR0283  DESIGNATION -  K 385
 FR0283  PID         -  FR0283
 FR0283  STATE/COUNTY-  AZ/COCONINO
 FR0283  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0283
 FR0283                         *CURRENT SURVEY CONTROL
 FR0283  ___________________________________________________________________
 FR0283* NAD 83(1986)-  35 20 38.     (N)    112 51 04.     (W)     SCALED    
 FR0283* NAVD 88     -      1614.644  (meters)    5297.38   (feet)  POSTED    
 FR0283  ___________________________________________________________________
 FR0283  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 FR0283  DYNAMIC HT  -        1612.500 (meters)    5290.34  (feet)  COMP
 FR0283  MODELED GRAV-     979,252.0   (mgal)                       NAVD 88
 FR0283
 FR0283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0283
 FR0283.The horizontal coordinates were scaled from a topographic map and have
 FR0283.an estimated accuracy of +/- 6 seconds.
 FR0283
 FR0283.The orthometric height was determined by differential leveling
 FR0283.and adjusted by the  in 1992.
 FR0283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0283.rate of 0.0 thru 1.0 mm/km.
 FR0283
 FR0283.The geoid height was determined by GEOID03.
 FR0283
 FR0283.The dynamic height is computed by dividing the NAVD 88
 FR0283.geopotential number by the normal gravity value computed on the
 FR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0283.degrees latitude (g = 980.6199 gals.).
 FR0283
 FR0283.The modeled gravity was interpolated from observed gravity values.
 FR0283
 FR0283;                    North         East    Units  Estimated Accuracy
 FR0283;SPC AZ C     -   482,120.      128,420.      MT  (+/- 180 meters Scaled)
 FR0283
 FR0283                          SUPERSEDED SURVEY CONTROL
 FR0283
 FR0283  NGVD 29 (??/??/92) 1613.743  (m)         5294.42   (f) ADJ UNCH    2 0
 FR0283
 FR0283.Superseded values are not recommended for survey control.
 FR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0283.See file dsdata.txt to determine how the superseded data were derived.
 FR0283
 FR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE317127(NAD 83)
 FR0283_MARKER: DB = BENCH MARK DISK
 FR0283_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0283_STAMPING: K 385 1968
 FR0283_MARK LOGO: CGS   
 FR0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0283+STABILITY: SURFACE MOTION
 FR0283
 FR0283  HISTORY     - Date     Condition        Report By
 FR0283  HISTORY     - 1968     MONUMENTED       CGS
 FR0283  HISTORY     - 1982     GOOD             NGS
 FR0283
 FR0283                          STATION DESCRIPTION
 FR0283
 FR0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0283'2.65 MI NE FROM SELIGMAN.
 FR0283'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0283'THE STATION AT SELIGMAN, THENCE 1.6 MILES NORTH ALONG A DIRT ROAD, IN
 FR0283'THE TOP AND 5.2 FEET NORTH OF THE SOUTH CORNER OF THE CONCRETE
 FR0283'FOUNDATION OF A BELL TELEPHONE BUILDING, 225 FEET NORTHWEST OF THE
 FR0283'CENTER LINE OF THE ROAD, 5.3 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 FR0283'BUILDING, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 FR0283
 FR0283                          STATION RECOVERY (1982)
 FR0283
 FR0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0302 ***********************************************************************
 FR0302  DESIGNATION -  K 386
 FR0302  PID         -  FR0302
 FR0302  STATE/COUNTY-  AZ/COCONINO
 FR0302  USGS QUAD   -  BIG BUD TANK (1981)
 FR0302
 FR0302                         *CURRENT SURVEY CONTROL
 FR0302  ___________________________________________________________________
 FR0302* NAD 83(1986)-  35 31 37.     (N)    112 52 14.     (W)     SCALED    
 FR0302* NAVD 88     -      1781.868  (meters)    5846.01   (feet)  POSTED    
 FR0302  ___________________________________________________________________
 FR0302  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 FR0302  DYNAMIC HT  -        1779.430 (meters)    5838.01  (feet)  COMP
 FR0302  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 FR0302
 FR0302  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0302
 FR0302.The horizontal coordinates were scaled from a topographic map and have
 FR0302.an estimated accuracy of +/- 6 seconds.
 FR0302
 FR0302.The orthometric height was determined by differential leveling
 FR0302.and adjusted by the  in 1992.
 FR0302.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0302.rate of 0.0 thru 1.0 mm/km.
 FR0302
 FR0302.The geoid height was determined by GEOID03.
 FR0302
 FR0302.The dynamic height is computed by dividing the NAVD 88
 FR0302.geopotential number by the normal gravity value computed on the
 FR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0302.degrees latitude (g = 980.6199 gals.).
 FR0302
 FR0302.The modeled gravity was interpolated from observed gravity values.
 FR0302
 FR0302;                    North         East    Units  Estimated Accuracy
 FR0302;SPC AZ C     -   502,450.      126,850.      MT  (+/- 180 meters Scaled)
 FR0302
 FR0302                          SUPERSEDED SURVEY CONTROL
 FR0302
 FR0302  NGVD 29 (??/??/92) 1780.894  (m)         5842.82   (f) ADJ UNCH    2 0
 FR0302
 FR0302.Superseded values are not recommended for survey control.
 FR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0302.See file dsdata.txt to determine how the superseded data were derived.
 FR0302
 FR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE304330(NAD 83)
 FR0302_MARKER: DB = BENCH MARK DISK
 FR0302_SETTING: 66 = SET IN ROCK OUTCROP
 FR0302_SP_SET: LAVA OUTCROP
 FR0302_STAMPING: K 386 1968
 FR0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0302+STABILITY: POSITION/ELEVATION WELL
 FR0302
 FR0302  HISTORY     - Date     Condition        Report By
 FR0302  HISTORY     - 1968     MONUMENTED       CGS
 FR0302
 FR0302                          STATION DESCRIPTION
 FR0302
 FR0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0302'17.05 MI N FROM SELIGMAN.
 FR0302'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0302'THE STATION AT SELIGMAN, THENCE 16.0 MILES NORTH ALONG A DIRT ROAD,
 FR0302'0.2 MILE NORTH OF THE JUNCTION OF FENCES AND A GATE, IN THE TOP OF A
 FR0302'LAVA OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 85 FEET
 FR0302'EAST OF THE CENTER LINE OF THE ROAD, 154 FEET EAST OF A FENCE, 1.1
 FR0302'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 FR0302'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0059 ***********************************************************************
 FR0059  DESIGNATION -  K 387
 FR0059  PID         -  FR0059
 FR0059  STATE/COUNTY-  AZ/COCONINO
 FR0059  USGS QUAD   -  MILLER TANK (1981)
 FR0059
 FR0059                         *CURRENT SURVEY CONTROL
 FR0059  ___________________________________________________________________
 FR0059* NAD 83(1986)-  35 44 31.     (N)    112 21 18.     (W)     SCALED    
 FR0059* NAVD 88     -      1777.508  (meters)    5831.71   (feet)  POSTED    
 FR0059  ___________________________________________________________________
 FR0059  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FR0059  DYNAMIC HT  -        1775.190 (meters)    5824.10  (feet)  COMP
 FR0059  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 FR0059
 FR0059  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0059
 FR0059.The horizontal coordinates were scaled from a topographic map and have
 FR0059.an estimated accuracy of +/- 6 seconds.
 FR0059
 FR0059.The orthometric height was determined by differential leveling
 FR0059.and adjusted by the  in 1992.
 FR0059.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0059.rate of 0.0 thru 1.0 mm/km.
 FR0059
 FR0059.The geoid height was determined by GEOID03.
 FR0059
 FR0059.The dynamic height is computed by dividing the NAVD 88
 FR0059.geopotential number by the normal gravity value computed on the
 FR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0059.degrees latitude (g = 980.6199 gals.).
 FR0059
 FR0059.The modeled gravity was interpolated from observed gravity values.
 FR0059
 FR0059;                    North         East    Units  Estimated Accuracy
 FR0059;SPC AZ C     -   525,970.      173,710.      MT  (+/- 180 meters Scaled)
 FR0059
 FR0059                          SUPERSEDED SURVEY CONTROL
 FR0059
 FR0059  NGVD 29 (??/??/92) 1776.654  (m)         5828.91   (f) ADJ UNCH    2 0
 FR0059
 FR0059.Superseded values are not recommended for survey control.
 FR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0059.See file dsdata.txt to determine how the superseded data were derived.
 FR0059
 FR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE774561(NAD 83)
 FR0059_MARKER: DB = BENCH MARK DISK
 FR0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0059_SP_SET: FOUNDATION
 FR0059_STAMPING: K 387 1968
 FR0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0059
 FR0059  HISTORY     - Date     Condition        Report By
 FR0059  HISTORY     - 1968     MONUMENTED       CGS
 FR0059
 FR0059                          STATION DESCRIPTION
 FR0059
 FR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0059'5.95 MI W FROM WILLAHA.
 FR0059'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0059'THE SIDING SIGN AT WILLAHA, THENCE 5.15 MILES WEST ALONG A STEEL TOWER
 FR0059'POWER LINE, 2 TOWERS WEST OF BENCH MARK J 387, 1 TOWER EAST OF THE
 FR0059'CROSSING OF A GRAVELED ROAD TO WILLAHA, ON A FLAT RIDGE, IN THE TOP OF
 FR0059'THE CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF TOWER 777, 36
 FR0059'FEET WEST OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0059'ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0332 ***********************************************************************
 FR0332  DESIGNATION -  K 388
 FR0332  PID         -  FR0332
 FR0332  STATE/COUNTY-  AZ/COCONINO
 FR0332  USGS QUAD   -  BLACK TANK (1980)
 FR0332
 FR0332                         *CURRENT SURVEY CONTROL
 FR0332  ___________________________________________________________________
 FR0332* NAD 83(1986)-  35 42 18.     (N)    112 41 54.     (W)     SCALED    
 FR0332* NAVD 88     -      1723.975  (meters)    5656.07   (feet)  POSTED    
 FR0332  ___________________________________________________________________
 FR0332  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 FR0332  DYNAMIC HT  -        1721.740 (meters)    5648.74  (feet)  COMP
 FR0332  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 FR0332
 FR0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0332
 FR0332.The horizontal coordinates were scaled from a topographic map and have
 FR0332.an estimated accuracy of +/- 6 seconds.
 FR0332
 FR0332.The orthometric height was determined by differential leveling
 FR0332.and adjusted by the  in 1992.
 FR0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0332.rate of 0.0 thru 1.0 mm/km.
 FR0332
 FR0332.The geoid height was determined by GEOID03.
 FR0332
 FR0332.The dynamic height is computed by dividing the NAVD 88
 FR0332.geopotential number by the normal gravity value computed on the
 FR0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0332.degrees latitude (g = 980.6199 gals.).
 FR0332
 FR0332.The modeled gravity was interpolated from observed gravity values.
 FR0332
 FR0332;                    North         East    Units  Estimated Accuracy
 FR0332;SPC AZ C     -   522,070.      142,630.      MT  (+/- 180 meters Scaled)
 FR0332
 FR0332                          SUPERSEDED SURVEY CONTROL
 FR0332
 FR0332  NGVD 29 (??/??/92) 1723.106  (m)         5653.22   (f) ADJ UNCH    2 0
 FR0332
 FR0332.Superseded values are not recommended for survey control.
 FR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0332.See file dsdata.txt to determine how the superseded data were derived.
 FR0332
 FR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE463525(NAD 83)
 FR0332_MARKER: DB = BENCH MARK DISK
 FR0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0332_SP_SET: FOUNDATION
 FR0332_STAMPING: K 388 1968
 FR0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0332
 FR0332  HISTORY     - Date     Condition        Report By
 FR0332  HISTORY     - 1968     MONUMENTED       CGS
 FR0332
 FR0332                          STATION DESCRIPTION
 FR0332
 FR0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0332'25.95 MI W FROM WILLAHA.
 FR0332'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0332'THE SIDING SIGN AT WILLAHA, THENCE 25.15 MILES WEST ALONG A STEEL
 FR0332'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK J 388, IN THE TOP OF THE
 FR0332'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 839, 53 FEET
 FR0332'NORTH OF THE CENTER LINE OF THE ROAD ALONG THE TOWERS, ABOUT 1 FOOT
 FR0332'HIGHER THAN THE ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0374 ***********************************************************************
 FR0374  DESIGNATION -  K 389
 FR0374  PID         -  FR0374
 FR0374  STATE/COUNTY-  AZ/COCONINO
 FR0374  USGS QUAD   -  SUPAI CAMP (1981)
 FR0374
 FR0374                         *CURRENT SURVEY CONTROL
 FR0374  ___________________________________________________________________
 FR0374* NAD 83(1986)-  35 59 34.     (N)    112 50 23.     (W)     SCALED    
 FR0374* NAVD 88     -      1814.076  (meters)    5951.68   (feet)  POSTED    
 FR0374  ___________________________________________________________________
 FR0374  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0374  DYNAMIC HT  -        1811.750 (meters)    5944.05  (feet)  COMP
 FR0374  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 FR0374
 FR0374  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0374
 FR0374.The horizontal coordinates were scaled from a topographic map and have
 FR0374.an estimated accuracy of +/- 6 seconds.
 FR0374
 FR0374.The orthometric height was determined by differential leveling
 FR0374.and adjusted by the  in 1992.
 FR0374.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0374.was located on a no-check spur therefore a value was not computed.
 FR0374.No vertical observational check was made to the station.
 FR0374
 FR0374.The geoid height was determined by GEOID03.
 FR0374
 FR0374.The dynamic height is computed by dividing the NAVD 88
 FR0374.geopotential number by the normal gravity value computed on the
 FR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0374.degrees latitude (g = 980.6199 gals.).
 FR0374
 FR0374.The modeled gravity was interpolated from observed gravity values.
 FR0374
 FR0374;                    North         East    Units  Estimated Accuracy
 FR0374;SPC AZ C     -   554,110.      130,130.      MT  (+/- 180 meters Scaled)
 FR0374
 FR0374                          SUPERSEDED SURVEY CONTROL
 FR0374
 FR0374  NGVD 29 (??/??/92) 1813.178  (m)         5948.73   (f) ADJ UNCH    2 0
 FR0374
 FR0374.Superseded values are not recommended for survey control.
 FR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0374.See file dsdata.txt to determine how the superseded data were derived.
 FR0374
 FR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE341847(NAD 83)
 FR0374_MARKER: DB = BENCH MARK DISK
 FR0374_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0374_SP_SET: 8 FT.
 FR0374_STAMPING: K 389 1968
 FR0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0374
 FR0374  HISTORY     - Date     Condition        Report By
 FR0374  HISTORY     - 1968     MONUMENTED       CGS
 FR0374
 FR0374                          STATION DESCRIPTION
 FR0374
 FR0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0374'50.1 MI NE FROM PEACH SPRINGS.
 FR0374'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0374'SPRINGS, THENCE 42.85 MILES NORTHEAST ALONG HUALAPAI INDIAN
 FR0374'RESERVATION ROAD, 0.15 MILE SOUTHWEST OF A FENCE CORNER, 50 1/2 FEET
 FR0374'NORTHWEST OF THE CENTER LINE OF THE ROAD, 69.2 FEET SOUTHWEST OF A
 FR0374'FENCE, 1 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1.7 FEET SOUTHEAST OF
 FR0374'A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, A DISK ON THE
 FR0374'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 8 FEET. THE
 FR0374'UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING
 FR0374'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0274 ***********************************************************************
 CZ0274  DESIGNATION -  K 39
 CZ0274  PID         -  CZ0274
 CZ0274  STATE/COUNTY-  AZ/PIMA
 CZ0274  USGS QUAD   -  TUCSON (1992)
 CZ0274
 CZ0274                         *CURRENT SURVEY CONTROL
 CZ0274  ___________________________________________________________________
 CZ0274* NAD 83(1986)-  32 11 33.     (N)    110 59 54.     (W)     SCALED    
 CZ0274* NAVD 88     -       728.68   (+/-2cm)    2390.7    (feet)  VERTCON   
 CZ0274  ___________________________________________________________________
 CZ0274  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0274
 CZ0274.The horizontal coordinates were scaled from a topographic map and have
 CZ0274.an estimated accuracy of +/- 6 seconds.
 CZ0274
 CZ0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0274.The vertical order pertains to the NGVD 29 superseded value.
 CZ0274
 CZ0274.The geoid height was determined by GEOID03.
 CZ0274
 CZ0274;                    North         East    Units  Estimated Accuracy
 CZ0274;SPC AZ C     -   132,580.      299,950.      MT  (+/- 180 meters Scaled)
 CZ0274
 CZ0274                          SUPERSEDED SURVEY CONTROL
 CZ0274
 CZ0274  NGVD 29 (??/??/92)  728.000  (m)         2388.45   (f) ADJ UNCH    2 0
 CZ0274
 CZ0274.Superseded values are not recommended for survey control.
 CZ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0274.See file dsdata.txt to determine how the superseded data were derived.
 CZ0274
 CZ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA001617(NAD 83)
 CZ0274_MARKER: DB = BENCH MARK DISK
 CZ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0274_STAMPING: 2388.712 K 39 1933
 CZ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0274+STABILITY: SURFACE MOTION
 CZ0274
 CZ0274  HISTORY     - Date     Condition        Report By
 CZ0274  HISTORY     - 1933     MONUMENTED       CGS
 CZ0274  HISTORY     - 1935     GOOD             NGS
 CZ0274  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0274
 CZ0274                          STATION DESCRIPTION
 CZ0274
 CZ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CZ0274'2.9 MI SW FROM TUCSON.
 CZ0274'2.9 MILES SOUTHWEST ALONG WEST VALLEY ROAD FROM THE CITY HALL AT
 CZ0274'TUCSON, PIMA COUNTY, 1.1 MILES NORTHEAST OF THE INTERSECTION OF STATE
 CZ0274'HIGHWAY 86 AT AJO JUNCTION, 60 YARDS NORTH OF A CONCRETE
 CZ0274'IRRIGATION-CANAL GATE, AND 57 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CZ0274'HIGHWAY.  A STANDARD DISK, STAMPED 2388.712 K 39 1933 AND SET IN THE
 CZ0274'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 CZ0274
 CZ0274                          STATION RECOVERY (2006)
 CZ0274
 CZ0274'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0274'MARK NOT FOUND. AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0576 ***********************************************************************
 FS0576  DESIGNATION -  K 391
 FS0576  PID         -  FS0576
 FS0576  STATE/COUNTY-  AZ/MOHAVE
 FS0576  USGS QUAD   -  KINGMAN (1980)
 FS0576
 FS0576                         *CURRENT SURVEY CONTROL
 FS0576  ___________________________________________________________________
 FS0576* NAD 83(1986)-  35 12 22.     (N)    114 02 03.     (W)     SCALED    
 FS0576* NAVD 88     -      1057.514  (meters)    3469.53   (feet)  POSTED    
 FS0576  ___________________________________________________________________
 FS0576  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0576  DYNAMIC HT  -        1056.260 (meters)    3465.41  (feet)  COMP
 FS0576  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 FS0576
 FS0576  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0576
 FS0576.The horizontal coordinates were scaled from a topographic map and have
 FS0576.an estimated accuracy of +/- 6 seconds.
 FS0576
 FS0576.The orthometric height was determined by differential leveling
 FS0576.and adjusted by the  in 1992.
 FS0576.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0576.was located on a no-check spur therefore a value was not computed.
 FS0576.No vertical observational check was made to the station.
 FS0576
 FS0576.The geoid height was determined by GEOID03.
 FS0576
 FS0576.The dynamic height is computed by dividing the NAVD 88
 FS0576.geopotential number by the normal gravity value computed on the
 FS0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0576.degrees latitude (g = 980.6199 gals.).
 FS0576
 FS0576.The modeled gravity was interpolated from observed gravity values.
 FS0576
 FS0576;                    North         East    Units  Estimated Accuracy
 FS0576;SPC AZ W     -   466,490.      187,490.      MT  (+/- 180 meters Scaled)
 FS0576
 FS0576                          SUPERSEDED SURVEY CONTROL
 FS0576
 FS0576  NGVD 29 (??/??/92) 1056.709  (m)         3466.89   (f) ADJ UNCH    2 0
 FS0576
 FS0576.Superseded values are not recommended for survey control.
 FS0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0576.See file dsdata.txt to determine how the superseded data were derived.
 FS0576
 FS0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU699999(NAD 83)
 FS0576_MARKER: DB = BENCH MARK DISK
 FS0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0576_STAMPING: K 391 1962
 FS0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0576+STABILITY: SURFACE MOTION
 FS0576
 FS0576  HISTORY     - Date     Condition        Report By
 FS0576  HISTORY     - 1962     MONUMENTED       CGS
 FS0576  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0576
 FS0576                          STATION DESCRIPTION
 FS0576
 FS0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FS0576'2.5 MI NE FROM KINGMAN.
 FS0576'ABOUT 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE
 FS0576'ATCHISON, TOPEKA, AND SANTA FE RAILWAY STATION AT KINGMAN,
 FS0576'THENCE 1.1 MILES NORTH ALONG AN ASPHALT PAVED STREET (STOCTON
 FS0576'ROAD), TO A SIGN KINGMAN COUNTRY CLUB, AND JUNCTION OF AN ASPHALT
 FS0576'PAVED ROAD WEST, AND A GRAVELED STREET EAST, 41 FEET WEST OF THE
 FS0576'CENTER OF STOCTON ROAD, 37 FEET NORTH OF THE CENTER OF THE
 FS0576'ASPHALT PAVED ROAD LEADING WEST, 99 FEET WEST-NORTHWEST OF A
 FS0576'STREET SIGN (STOCKTON ROAD-GATES AVE., 6 FEET NORTH OF A WOODEN
 FS0576'SIGN (KINGMAN COUNTRY CLUB), 2.6 FEET SOUTH OF A METAL WITNESS
 FS0576'POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 FS0576'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FS0576
 FS0576                          STATION RECOVERY (1982)
 FS0576
 FS0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0576'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0414 ***********************************************************************
 FR0414  DESIGNATION -  K 392
 FR0414  PID         -  FR0414
 FR0414  STATE/COUNTY-  AZ/MOHAVE
 FR0414  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0414
 FR0414                         *CURRENT SURVEY CONTROL
 FR0414  ___________________________________________________________________
 FR0414* NAD 83(1986)-  35 10 44.     (N)    113 30 30.     (W)     SCALED    
 FR0414* NAVD 88     -      1362.136  (meters)    4468.94   (feet)  POSTED    
 FR0414  ___________________________________________________________________
 FR0414  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FR0414  DYNAMIC HT  -        1360.400 (meters)    4463.25  (feet)  COMP
 FR0414  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 FR0414
 FR0414  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0414
 FR0414.The horizontal coordinates were scaled from a topographic map and have
 FR0414.an estimated accuracy of +/- 6 seconds.
 FR0414
 FR0414.The orthometric height was determined by differential leveling
 FR0414.and adjusted by the  in 1992.
 FR0414.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0414.rate of 0.0 thru 1.0 mm/km.
 FR0414
 FR0414.The geoid height was determined by GEOID03.
 FR0414
 FR0414.The dynamic height is computed by dividing the NAVD 88
 FR0414.geopotential number by the normal gravity value computed on the
 FR0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0414.degrees latitude (g = 980.6199 gals.).
 FR0414
 FR0414.The modeled gravity was interpolated from observed gravity values.
 FR0414
 FR0414;                    North         East    Units  Estimated Accuracy
 FR0414;SPC AZ W     -   463,460.      235,370.      MT  (+/- 180 meters Scaled)
 FR0414
 FR0414                          SUPERSEDED SURVEY CONTROL
 FR0414
 FR0414  NGVD 29 (??/??/92) 1361.280  (m)         4466.13   (f) ADJ UNCH    2 0
 FR0414
 FR0414.Superseded values are not recommended for survey control.
 FR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0414.See file dsdata.txt to determine how the superseded data were derived.
 FR0414
 FR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD715957(NAD 83)
 FR0414_MARKER: DB = BENCH MARK DISK
 FR0414_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0414_SP_SET: UNSPEC. ROCK
 FR0414_STAMPING: K 392 1962
 FR0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0414
 FR0414  HISTORY     - Date     Condition        Report By
 FR0414  HISTORY     - 1962     MONUMENTED       CGS
 FR0414  HISTORY     - 20060920 MARK NOT FOUND   EVANS
 FR0414
 FR0414                          STATION DESCRIPTION
 FR0414
 FR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0414'37.45 MI NE FROM KINGMAN.
 FR0414'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0414'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0414'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0414'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 8.35 MILES
 FR0414'EAST ALONG THE DIRT ROAD, 18.5 FEET SOUTHEAST OF THE CENTER OF THE
 FR0414'ROAD, 7.0 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0414'4 BY 6 FOOT ROCK WHICH PROJECTS 2 FEET.
 FR0414
 FR0414                          STATION RECOVERY (2006)
 FR0414
 FR0414'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (BSF)
 FR0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0462 ***********************************************************************
 FR0462  DESIGNATION -  K 393
 FR0462  PID         -  FR0462
 FR0462  STATE/COUNTY-  AZ/YAVAPAI
 FR0462  USGS QUAD   -  YAMPAI SE (1981)
 FR0462
 FR0462                         *CURRENT SURVEY CONTROL
 FR0462  ___________________________________________________________________
 FR0462* NAD 83(1986)-  35 17 08.     (N)    113 07 03.     (W)     SCALED    
 FR0462* NAVD 88     -      1678.362  (meters)    5506.43   (feet)  POSTED    
 FR0462  ___________________________________________________________________
 FR0462  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 FR0462  DYNAMIC HT  -        1676.110 (meters)    5499.04  (feet)  COMP
 FR0462  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 FR0462
 FR0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0462
 FR0462.The horizontal coordinates were scaled from a topographic map and have
 FR0462.an estimated accuracy of +/- 6 seconds.
 FR0462
 FR0462.The orthometric height was determined by differential leveling
 FR0462.and adjusted by the  in 1992.
 FR0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0462.rate of 0.0 thru 1.0 mm/km.
 FR0462
 FR0462.The geoid height was determined by GEOID03.
 FR0462
 FR0462.The dynamic height is computed by dividing the NAVD 88
 FR0462.geopotential number by the normal gravity value computed on the
 FR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0462.degrees latitude (g = 980.6199 gals.).
 FR0462
 FR0462.The modeled gravity was interpolated from observed gravity values.
 FR0462
 FR0462;                    North         East    Units  Estimated Accuracy
 FR0462;SPC AZ C     -   475,910.      104,130.      MT  (+/- 180 meters Scaled)
 FR0462
 FR0462                          SUPERSEDED SURVEY CONTROL
 FR0462
 FR0462  NGVD 29 (??/??/92) 1677.425  (m)         5503.35   (f) ADJ UNCH    2 0
 FR0462
 FR0462.Superseded values are not recommended for survey control.
 FR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0462.See file dsdata.txt to determine how the superseded data were derived.
 FR0462
 FR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE074067(NAD 83)
 FR0462_MARKER: DB = BENCH MARK DISK
 FR0462_SETTING: 66 = SET IN ROCK OUTCROP
 FR0462_SP_SET: ROCK OUTCROP
 FR0462_STAMPING: K 393 1962
 FR0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0462+STABILITY: POSITION/ELEVATION WELL
 FR0462
 FR0462  HISTORY     - Date     Condition        Report By
 FR0462  HISTORY     - 1962     MONUMENTED       CGS
 FR0462
 FR0462                          STATION DESCRIPTION
 FR0462
 FR0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0462'15.3 MI W FROM SELIGMAN.
 FR0462'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0462'STATION AT SELIGMAN, THENCE 12.3 MILES WEST ALONG A GRAVEL ROAD, ABOUT
 FR0462'0.15 MILE EAST OF A WINDMILL AND TANK, 65 FEET NORTH OF A WASH, 51
 FR0462'FEET SOUTH OF THE ROAD, 3 FEET NORTH OF A PAINTED ROCK, 8 FEET BELOW
 FR0462'THE LEVEL OF THE ROAD, AND IS SET IN TOP OF A 3 BY 3 FOOT OUTCROPPING
 FR0462'ROCK, WHICH PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0239 ***********************************************************************
 FR0239  DESIGNATION -  K 394
 FR0239  PID         -  FR0239
 FR0239  STATE/COUNTY-  AZ/YAVAPAI
 FR0239  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0239
 FR0239                         *CURRENT SURVEY CONTROL
 FR0239  ___________________________________________________________________
 FR0239* NAD 83(1986)-  35 14 42.     (N)    112 37 19.     (W)     SCALED    
 FR0239* NAVD 88     -      1574.596  (meters)    5165.99   (feet)  ADJUSTED  
 FR0239  ___________________________________________________________________
 FR0239  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 FR0239  DYNAMIC HT  -        1572.516 (meters)    5159.16  (feet)  COMP
 FR0239  MODELED GRAV-     979,257.5   (mgal)                       NAVD 88
 FR0239
 FR0239  VERT ORDER  -  FIRST     CLASS II
 FR0239
 FR0239.The horizontal coordinates were scaled from a topographic map and have
 FR0239.an estimated accuracy of +/- 6 seconds.
 FR0239
 FR0239.The orthometric height was determined by differential leveling
 FR0239.and adjusted in June 1991.
 FR0239
 FR0239.The geoid height was determined by GEOID03.
 FR0239
 FR0239.The dynamic height is computed by dividing the NAVD 88
 FR0239.geopotential number by the normal gravity value computed on the
 FR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0239.degrees latitude (g = 980.6199 gals.).
 FR0239
 FR0239.The modeled gravity was interpolated from observed gravity values.
 FR0239
 FR0239;                    North         East    Units  Estimated Accuracy
 FR0239;SPC AZ C     -   470,980.      149,180.      MT  (+/- 180 meters Scaled)
 FR0239
 FR0239                          SUPERSEDED SURVEY CONTROL
 FR0239
 FR0239  NGVD 29 (??/??/92) 1573.699  (m)         5163.04   (f) ADJ UNCH    1 2
 FR0239
 FR0239.Superseded values are not recommended for survey control.
 FR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0239.See file dsdata.txt to determine how the superseded data were derived.
 FR0239
 FR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE524014(NAD 83)
 FR0239_MARKER: DB = BENCH MARK DISK
 FR0239_SETTING: 80 = SET IN A BOULDER
 FR0239_STAMPING: K 394 1962
 FR0239_MARK LOGO: CGS   
 FR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0239+STABILITY: SURFACE MOTION
 FR0239
 FR0239  HISTORY     - Date     Condition        Report By
 FR0239  HISTORY     - 1962     MONUMENTED       CGS
 FR0239  HISTORY     - 1973     GOOD             USGS
 FR0239  HISTORY     - 1982     GOOD             NGS
 FR0239
 FR0239                          STATION DESCRIPTION
 FR0239
 FR0239'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0239'8.7 MI W FROM ASH FORK.
 FR0239'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0239'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST TO THE
 FR0239'CROOKTON OVERPASS, THENCE 2.5 MILES NORTHWEST ON OLD US HWY. 66. ABOUT
 FR0239'100 FT. WEST OF A LONE TREE, 100 FT. SOUTH OF THE CENTERLINE OF THE
 FR0239'ROAD, 1.3 FT. SOUTH OF A FENCE, 64 FT. WEST OF A TELEPHONE POLE, 12
 FR0239'FT. WEST OF A METAL WITNESS POST, SET IN TOP OF A 3X3 FT. ROCK
 FR0239'PROJECTING 0.2 FT. AND ABOUT LEVEL WITH THE ROAD.
 FR0239
 FR0239                          STATION RECOVERY (1982)
 FR0239
 FR0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0239'24.9 KM (15.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0239'AND SANTA FE RAILROAD STATION IN SELIGMAN, 36.5 METERS (120 FT) WEST
 FR0239'OF A LONE LARGE JUNIPER TREE, 30.4 METERS (100 FT) SOUTHWEST OF THE
 FR0239'CENTERLINE OF THE HIGHWAY, 0.3 METER (1 FT) SOUTHWEST OF A FENCE.
 FR0239'THE MARK IS 3 METERS  W FROM A WITNESS POST.
 FR0239'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0484 ***********************************************************************
 DV0484  DESIGNATION -  K 395
 DV0484  PID         -  DV0484
 DV0484  STATE/COUNTY-  AZ/MARICOPA
 DV0484  USGS QUAD   -  PERRYVILLE (1982)
 DV0484
 DV0484                         *CURRENT SURVEY CONTROL
 DV0484  ___________________________________________________________________
 DV0484* NAD 83(1986)-  33 24 22.     (N)    112 24 55.     (W)     SCALED    
 DV0484* NAVD 88     -       276.44   (+/-2cm)     907.0    (feet)  VERTCON   
 DV0484  ___________________________________________________________________
 DV0484  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0484
 DV0484.The horizontal coordinates were scaled from a topographic map and have
 DV0484.an estimated accuracy of +/- 6 seconds.
 DV0484
 DV0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0484.The vertical order pertains to the NGVD 29 superseded value.
 DV0484
 DV0484.The geoid height was determined by GEOID03.
 DV0484
 DV0484;                    North         East    Units  Estimated Accuracy
 DV0484;SPC AZ C     -   266,900.      166,980.      MT  (+/- 180 meters Scaled)
 DV0484
 DV0484                          SUPERSEDED SURVEY CONTROL
 DV0484
 DV0484  NGVD 29 (??/??/92)  275.806  (m)          904.87   (f) ADJ UNCH    2 0
 DV0484
 DV0484.Superseded values are not recommended for survey control.
 DV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0484.See file dsdata.txt to determine how the superseded data were derived.
 DV0484
 DV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB683972(NAD 83)
 DV0484_MARKER: DB = BENCH MARK DISK
 DV0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0484_STAMPING: K 395 1962
 DV0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0484+STABILITY: SURFACE MOTION
 DV0484
 DV0484  HISTORY     - Date     Condition        Report By
 DV0484  HISTORY     - 1962     MONUMENTED       CGS
 DV0484  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0484  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV0484
 DV0484                          STATION DESCRIPTION
 DV0484
 DV0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0484'4.7 MI SW FROM AVONDALE.
 DV0484'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL IN AVONDALE,
 DV0484'THENCE 0.7 MILES SOUTH ALONG LITCHFIELD RD, THENCE 3.15 MILES
 DV0484'SOUTHWEST ON US HY. 80 AND THE MARK.  THE MARK IS A STANDARD DISK SET
 DV0484'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES, LOCATED 123 FT. NORTH
 DV0484'OF THE CENTER OF US HY. 80, 30 FT. SOUTH OF THE SOUTH RAIL OF THE
 DV0484'TRACKS, 4.3 FT. EAST OF A TELEPHONE POLE, 2.0 FT. BELOW THE LEVEL OF
 DV0484'THE HY.
 DV0484
 DV0484                          STATION RECOVERY (1992)
 DV0484
 DV0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0484'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0484
 DV0484                          STATION RECOVERY (2008)
 DV0484
 DV0484'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0484'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0484'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1121 ***********************************************************************
 DV1121  DESIGNATION -  K 396 19
 DV1121  PID         -  DV1121
 DV1121  STATE/COUNTY-  AZ/LA PAZ
 DV1121  USGS QUAD   -  HOPE SW (1990)
 DV1121
 DV1121                         *CURRENT SURVEY CONTROL
 DV1121  ___________________________________________________________________
 DV1121* NAD 83(1986)-  33 37 19.     (N)    113 41 58.     (W)     SCALED    
 DV1121* NAVD 88     -       375.70   (+/-2cm)    1232.6    (feet)  VERTCON   
 DV1121  ___________________________________________________________________
 DV1121  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DV1121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1121
 DV1121.The horizontal coordinates were scaled from a topographic map and have
 DV1121.an estimated accuracy of +/- 6 seconds.
 DV1121
 DV1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1121.The vertical order pertains to the NGVD 29 superseded value.
 DV1121
 DV1121.The geoid height was determined by GEOID03.
 DV1121
 DV1121;                    North         East    Units  Estimated Accuracy
 DV1121;SPC AZ W     -   290,740.      218,050.      MT  (+/- 180 meters Scaled)
 DV1121
 DV1121                          SUPERSEDED SURVEY CONTROL
 DV1121
 DV1121  NGVD 29 (??/??/92)  375.028  (m)         1230.40   (f) ADJ UNCH    2 0
 DV1121
 DV1121.Superseded values are not recommended for survey control.
 DV1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1121.See file dsdata.txt to determine how the superseded data were derived.
 DV1121
 DV1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC495235(NAD 83)
 DV1121_MARKER: DB = BENCH MARK DISK
 DV1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1121_STAMPING: K 396 19 1962
 DV1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1121+STABILITY: SURFACE MOTION
 DV1121
 DV1121  HISTORY     - Date     Condition        Report By
 DV1121  HISTORY     - 1962     MONUMENTED       CGS
 DV1121  HISTORY     - 19870207 GOOD             USGS
 DV1121
 DV1121                          STATION DESCRIPTION
 DV1121
 DV1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1121'13.7 MI SW FROM HOPE.
 DV1121'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1121'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1121'4.0 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1121'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.2 FEET NORTHWEST
 DV1121'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1121'3 INCHES.
 DV1121
 DV1121                          STATION RECOVERY (1987)
 DV1121
 DV1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0299 ***********************************************************************
 CG0299  DESIGNATION -  K 399
 CG0299  PID         -  CG0299
 CG0299  STATE/COUNTY-  AZ/PIMA
 CG0299  USGS QUAD   -  GREEN VALLEY (1981)
 CG0299
 CG0299                         *CURRENT SURVEY CONTROL
 CG0299  ___________________________________________________________________
 CG0299* NAD 83(1986)-  31 50 13.     (N)    110 56 53.     (W)     SCALED    
 CG0299* NAVD 88     -       936.14   (+/-2cm)    3071.3    (feet)  VERTCON   
 CG0299  ___________________________________________________________________
 CG0299  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CG0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0299
 CG0299.The horizontal coordinates were scaled from a topographic map and have
 CG0299.an estimated accuracy of +/- 6 seconds.
 CG0299
 CG0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0299.The vertical order pertains to the NGVD 29 superseded value.
 CG0299
 CG0299.The geoid height was determined by GEOID03.
 CG0299
 CG0299;                    North         East    Units  Estimated Accuracy
 CG0299;SPC AZ C     -    93,200.      305,040.      MT  (+/- 180 meters Scaled)
 CG0299
 CG0299                          SUPERSEDED SURVEY CONTROL
 CG0299
 CG0299  NGVD 29 (??/??/92)  935.384  (m)         3068.84   (f) ADJ UNCH    2 0
 CG0299
 CG0299.Superseded values are not recommended for survey control.
 CG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0299.See file dsdata.txt to determine how the superseded data were derived.
 CG0299
 CG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA049223(NAD 83)
 CG0299_MARKER: DB = BENCH MARK DISK
 CG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0299_STAMPING: K 399 1962
 CG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0299+STABILITY: SURFACE MOTION
 CG0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0299+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 CG0299
 CG0299  HISTORY     - Date     Condition        Report By
 CG0299  HISTORY     - 1962     MONUMENTED       CGS
 CG0299  HISTORY     - 20060316 GOOD             USPSQD
 CG0299  HISTORY     - 20080823 GOOD             GEOCAC
 CG0299
 CG0299                          STATION DESCRIPTION
 CG0299
 CG0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0299'1.9 MI SE FROM CONTINENTAL.
 CG0299'1.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, 98 FEET
 CG0299'SOUTHWEST OF CENTERLINE OF PAVED ROAD, 13.8 FEET EAST OF A POWER LINE
 CG0299'POLE, 2.0 FEET EAST OF A METAL WITNESS POST, AND IN LINE WITH THE
 CG0299'POWER LINE POLES.  THE MARK IS SET IN THE TOP OF A CYLINDRICAL
 CG0299'CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE GROUND.
 CG0299
 CG0299                          STATION RECOVERY (2006)
 CG0299
 CG0299'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0299'RECOVERED AS DESCRIBED.
 CG0299
 CG0299                          STATION RECOVERY (2008)
 CG0299
 CG0299'RECOVERY NOTE BY GEOCACHING 2008 (DJH)
 CG0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0022 ***********************************************************************
 ES0022  DESIGNATION -  K 4
 ES0022  PID         -  ES0022
 ES0022  STATE/COUNTY-  AZ/NAVAJO
 ES0022  USGS QUAD   -  SUN VALLEY (1986)
 ES0022
 ES0022                         *CURRENT SURVEY CONTROL
 ES0022  ___________________________________________________________________
 ES0022* NAD 83(1986)-  34 55 33.     (N)    110 04 01.     (W)     SCALED    
 ES0022* NAVD 88     -      1563.777  (meters)    5130.49   (feet)  POSTED    
 ES0022  ___________________________________________________________________
 ES0022  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0022  DYNAMIC HT  -        1561.620 (meters)    5123.41  (feet)  COMP
 ES0022  MODELED GRAV-     979,200.9   (mgal)                       NAVD 88
 ES0022
 ES0022  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ES0022
 ES0022.The horizontal coordinates were scaled from a topographic map and have
 ES0022.an estimated accuracy of +/- 6 seconds.
 ES0022
 ES0022.The orthometric height was determined by differential leveling
 ES0022.and adjusted by the  in 1992.
 ES0022.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ES0022.rate of 1.1 thru 2.0 mm/km.
 ES0022
 ES0022.The geoid height was determined by GEOID03.
 ES0022
 ES0022.The dynamic height is computed by dividing the NAVD 88
 ES0022.geopotential number by the normal gravity value computed on the
 ES0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0022.degrees latitude (g = 980.6199 gals.).
 ES0022
 ES0022.The modeled gravity was interpolated from observed gravity values.
 ES0022
 ES0022;                    North         East    Units  Estimated Accuracy
 ES0022;SPC AZ E     -   435,350.      222,470.      MT  (+/- 180 meters Scaled)
 ES0022
 ES0022                          SUPERSEDED SURVEY CONTROL
 ES0022
 ES0022.No superseded survey control is available for this station.
 ES0022
 ES0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD852652(NAD 83)
 ES0022_MARKER: P = PIPE CAP
 ES0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0022_STAMPING: 5127.782
 ES0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0022
 ES0022  HISTORY     - Date     Condition        Report By
 ES0022  HISTORY     - UNK      MONUMENTED       CGS
 ES0022  HISTORY     - 1934     GOOD             NGS
 ES0022
 ES0022                          STATION DESCRIPTION
 ES0022
 ES0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0022'1.5 MI W FROM ARNTZ.
 ES0022'1-1/2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ES0022'THE STATION AT ARNTZ, NAVAJO COUNTY, 18 YARDS NORTHEAST OF MILEPOST
 ES0022'247, 20 FEET NORTH OF A POLE, 6 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 ES0022'FENCE, AND 93 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A
 ES0022'STANDARD CAP, STAMPED 5127.782 AND FASTENED ON THE TOP OF A 3-1/2 INCH
 ES0022'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0250 ***********************************************************************
 CY0250  DESIGNATION -  K 40
 CY0250  PID         -  CY0250
 CY0250  STATE/COUNTY-  AZ/GREENLEE
 CY0250  USGS QUAD   -  GUTHRIE (1986)
 CY0250
 CY0250                         *CURRENT SURVEY CONTROL
 CY0250  ___________________________________________________________________
 CY0250* NAD 83(1986)-  32 54 22.     (N)    109 19 20.     (W)     SCALED    
 CY0250* NAVD 88     -      1497.988  (meters)    4914.65   (feet)  ADJUSTED  
 CY0250  ___________________________________________________________________
 CY0250  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CY0250  DYNAMIC HT  -        1495.755 (meters)    4907.32  (feet)  COMP
 CY0250  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 CY0250
 CY0250  VERT ORDER  -  SECOND    CLASS 0
 CY0250
 CY0250.The horizontal coordinates were scaled from a topographic map and have
 CY0250.an estimated accuracy of +/- 6 seconds.
 CY0250
 CY0250.The orthometric height was determined by differential leveling
 CY0250.and adjusted in June 1991.
 CY0250
 CY0250.The geoid height was determined by GEOID03.
 CY0250
 CY0250.The dynamic height is computed by dividing the NAVD 88
 CY0250.geopotential number by the normal gravity value computed on the
 CY0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0250.degrees latitude (g = 980.6199 gals.).
 CY0250
 CY0250.The modeled gravity was interpolated from observed gravity values.
 CY0250
 CY0250;                    North         East    Units  Estimated Accuracy
 CY0250;SPC AZ E     -   211,660.      292,350.      MT  (+/- 180 meters Scaled)
 CY0250
 CY0250                          SUPERSEDED SURVEY CONTROL
 CY0250
 CY0250  NGVD 29 (??/??/92) 1497.231  (m)         4912.17   (f) ADJ UNCH    2 0
 CY0250
 CY0250.Superseded values are not recommended for survey control.
 CY0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0250.See file dsdata.txt to determine how the superseded data were derived.
 CY0250
 CY0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB569421(NAD 83)
 CY0250_MARKER: DB = BENCH MARK DISK
 CY0250_SETTING: 80 = SET IN A BOULDER
 CY0250_SP_SET: BOULDER
 CY0250_STAMPING: K 40 1934
 CY0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0250+STABILITY: SURFACE MOTION
 CY0250
 CY0250  HISTORY     - Date     Condition        Report By
 CY0250  HISTORY     - 1934     MONUMENTED       CGS
 CY0250
 CY0250                          STATION DESCRIPTION
 CY0250
 CY0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0250'17.5 MI SW FROM CLIFTON.
 CY0250'17.5 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, ABOUT 58
 CY0250'FT. EAST OF CENTER LINE OF ANGLE IN HWY., 42 FT. EAST OF CULVERT, IN
 CY0250'MALPYE BOULDER AT BOTTOM OF WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0008 ***********************************************************************
 GP0008  DESIGNATION -  K 401
 GP0008  PID         -  GP0008
 GP0008  STATE/COUNTY-  AZ/NAVAJO
 GP0008  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0008
 GP0008                         *CURRENT SURVEY CONTROL
 GP0008  ___________________________________________________________________
 GP0008* NAD 83(1986)-  36 55 46.     (N)    110 13 30.     (W)     SCALED    
 GP0008* NAVD 88     -      1612.650  (meters)    5290.84   (feet)  ADJUSTED  
 GP0008  ___________________________________________________________________
 GP0008  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 GP0008  DYNAMIC HT  -        1610.785 (meters)    5284.72  (feet)  COMP
 GP0008  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 GP0008
 GP0008  VERT ORDER  -  FIRST     CLASS II
 GP0008
 GP0008.The horizontal coordinates were scaled from a topographic map and have
 GP0008.an estimated accuracy of +/- 6 seconds.
 GP0008
 GP0008.The orthometric height was determined by differential leveling
 GP0008.and adjusted in June 1991.
 GP0008
 GP0008.The geoid height was determined by GEOID03.
 GP0008
 GP0008.The dynamic height is computed by dividing the NAVD 88
 GP0008.geopotential number by the normal gravity value computed on the
 GP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0008.degrees latitude (g = 980.6199 gals.).
 GP0008
 GP0008.The modeled gravity was interpolated from observed gravity values.
 GP0008
 GP0008;                    North         East    Units  Estimated Accuracy
 GP0008;SPC AZ E     -   657,640.      208,160.      MT  (+/- 180 meters Scaled)
 GP0008
 GP0008                          SUPERSEDED SURVEY CONTROL
 GP0008
 GP0008  NGVD 29 (??/??/92) 1611.744  (m)         5287.86   (f) ADJ UNCH    1 2
 GP0008
 GP0008.Superseded values are not recommended for survey control.
 GP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0008.See file dsdata.txt to determine how the superseded data were derived.
 GP0008
 GP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF690873(NAD 83)
 GP0008_MARKER: DB = BENCH MARK DISK
 GP0008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0008_SP_SET: 7 FT
 GP0008_STAMPING: K 401 1962
 GP0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0008
 GP0008  HISTORY     - Date     Condition        Report By
 GP0008  HISTORY     - 1962     MONUMENTED       CGS
 GP0008  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0008  HISTORY     - 19851216 POOR             USGS
 GP0008
 GP0008                          STATION DESCRIPTION
 GP0008
 GP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0008'8.25 MI S FROM GOULDING TR POST, UT.
 GP0008'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0008'UTAH.  THENCE 6.05 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0008'STATE HIGHWAY 64.  THENCE 0.25 MILE SOUTHWEST ALONG A DIRT ROAD, ABOUT
 GP0008'0.15 MILE WEST OF HIGHWAY 64, 99 FEET SOUTHEAST OF THE CENTERLINE OF
 GP0008'THE DIRT ROAD, 32 FEET SOUTHEAST OF THE CENTERLINE OF AN ABANDONED
 GP0008'ROAD, 3.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 GP0008'THE LEVEL OF THE ROADS, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED
 GP0008'ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET AND ENCASED IN A 6-INCH TILE
 GP0008'PROJECTING 6 INCHES.
 GP0008
 GP0008                          STATION RECOVERY (1983)
 GP0008
 GP0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0008'MARK NOT FOUND.
 GP0008
 GP0008                          STATION RECOVERY (1985)
 GP0008
 GP0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0008'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1267 ***********************************************************************
 DU1267  DESIGNATION -  K 403
 DU1267  PID         -  DU1267
 DU1267  STATE/COUNTY-  AZ/GILA
 DU1267  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DU1267
 DU1267                         *CURRENT SURVEY CONTROL
 DU1267  ___________________________________________________________________
 DU1267* NAD 83(1986)-  33 31 08.     (N)    110 52 06.     (W)     SCALED    
 DU1267* NAVD 88     -       913.694  (meters)    2997.68   (feet)  ADJUSTED  
 DU1267  ___________________________________________________________________
 DU1267  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DU1267  DYNAMIC HT  -         912.483 (meters)    2993.70  (feet)  COMP
 DU1267  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 DU1267
 DU1267  VERT ORDER  -  FIRST     CLASS II
 DU1267
 DU1267.The horizontal coordinates were scaled from a topographic map and have
 DU1267.an estimated accuracy of +/- 6 seconds.
 DU1267
 DU1267.The orthometric height was determined by differential leveling
 DU1267.and adjusted in June 1991.
 DU1267
 DU1267.The geoid height was determined by GEOID03.
 DU1267
 DU1267.The dynamic height is computed by dividing the NAVD 88
 DU1267.geopotential number by the normal gravity value computed on the
 DU1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1267.degrees latitude (g = 980.6199 gals.).
 DU1267
 DU1267.The modeled gravity was interpolated from observed gravity values.
 DU1267
 DU1267;                    North         East    Units  Estimated Accuracy
 DU1267;SPC AZ E     -   279,520.      148,180.      MT  (+/- 180 meters Scaled)
 DU1267
 DU1267                          SUPERSEDED SURVEY CONTROL
 DU1267
 DU1267.No superseded survey control is available for this station.
 DU1267
 DU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC122088(NAD 83)
 DU1267_MARKER: DB = BENCH MARK DISK
 DU1267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1267_SP_SET: STAINLESS STEEL ROD
 DU1267_STAMPING: K 403 1979
 DU1267_PROJECTION: FLUSH
 DU1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1267+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2006
 DU1267_ROD/PIPE-DEPTH: 4.57 meters
 DU1267
 DU1267  HISTORY     - Date     Condition        Report By
 DU1267  HISTORY     - 1979     MONUMENTED       NGS
 DU1267  HISTORY     - 20061029 GOOD             GEOCAC
 DU1267
 DU1267                          STATION DESCRIPTION
 DU1267
 DU1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1267'12.4 MI NW FROM GLOBE.
 DU1267'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1267'COURTHOUSE IN GLOBE, THENCE 7.85 MILES NORTH ALONG STATE HIGHWAY
 DU1267'88 (APACHE TRAIL), 31.5 FEET EAST OF THE CENTERLINE OF THE
 DU1267'HIGHWAY AND 1.3 FEET WEST OF A FENCE.
 DU1267'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1267'THE MARK IS 1.7 FT  NNW FROM A WITNESS POST.
 DU1267'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1267
 DU1267                          STATION RECOVERY (2006)
 DU1267
 DU1267'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0299 ***********************************************************************
 GP0299  DESIGNATION -  K 403
 GP0299  PID         -  GP0299
 GP0299  STATE/COUNTY-  AZ/COCONINO
 GP0299  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0299
 GP0299                         *CURRENT SURVEY CONTROL
 GP0299  ___________________________________________________________________
 GP0299* NAD 83(1986)-  36 41 54.     (N)    111 35 23.     (W)     SCALED    
 GP0299* NAVD 88     -      1851.749  (meters)    6075.28   (feet)  ADJUSTED  
 GP0299  ___________________________________________________________________
 GP0299  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 GP0299  DYNAMIC HT  -        1849.504 (meters)    6067.91  (feet)  COMP
 GP0299  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 GP0299
 GP0299  VERT ORDER  -  FIRST     CLASS II
 GP0299
 GP0299.The horizontal coordinates were scaled from a topographic map and have
 GP0299.an estimated accuracy of +/- 6 seconds.
 GP0299
 GP0299.The orthometric height was determined by differential leveling
 GP0299.and adjusted in June 1991.
 GP0299
 GP0299.The geoid height was determined by GEOID03.
 GP0299
 GP0299.The dynamic height is computed by dividing the NAVD 88
 GP0299.geopotential number by the normal gravity value computed on the
 GP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0299.degrees latitude (g = 980.6199 gals.).
 GP0299
 GP0299.The modeled gravity was interpolated from observed gravity values.
 GP0299
 GP0299;                    North         East    Units  Estimated Accuracy
 GP0299;SPC AZ C     -   632,050.      242,570.      MT  (+/- 180 meters Scaled)
 GP0299
 GP0299                          SUPERSEDED SURVEY CONTROL
 GP0299
 GP0299  NGVD 29 (??/??/92) 1850.770  (m)         6072.07   (f) ADJ UNCH    1 2
 GP0299
 GP0299.Superseded values are not recommended for survey control.
 GP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0299.See file dsdata.txt to determine how the superseded data were derived.
 GP0299
 GP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF473615(NAD 83)
 GP0299_MARKER: DB = BENCH MARK DISK
 GP0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0299_STAMPING: K 403 1962
 GP0299_MARK LOGO: CGS   
 GP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0299+STABILITY: SURFACE MOTION
 GP0299
 GP0299  HISTORY     - Date     Condition        Report By
 GP0299  HISTORY     - 1962     MONUMENTED       CGS
 GP0299  HISTORY     - 1983     GOOD             NGS
 GP0299
 GP0299                          STATION DESCRIPTION
 GP0299
 GP0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0299'7.0 MI NE FROM BITTER SPRINGS.
 GP0299'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0299'STATION AT BITTER SPRINGS.  THENCE 6.8 MILES NORTHEAST ALONG U.S.
 GP0299'HIGHWAY 89 LEADING TO PAGE, 0.35 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0299'531, 93 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF
 GP0299'THE CENTERLINE OF A TRAIL ROAD, 2.2 FEET EAST OF A METAL WITNESS POST,
 GP0299'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 GP0299'A CONCRETE POST PROJECTING 5 INCHES.
 GP0299
 GP0299                          STATION RECOVERY (1983)
 GP0299
 GP0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0299'RECOVERED IN GOOD CONDITION.  ADD--8.1 METERS (26.5 FT) SOUTHWEST OF
 GP0299'THE SOUTHWEST GATE POST FOR A WIRE GATE AND 2.3 METERS (7.5 FT)
 GP0299'NORTHWEST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1287 ***********************************************************************
 DU1287  DESIGNATION -  K 404
 DU1287  PID         -  DU1287
 DU1287  STATE/COUNTY-  AZ/GILA
 DU1287  USGS QUAD   -  WINDY HILL (1978)
 DU1287
 DU1287                         *CURRENT SURVEY CONTROL
 DU1287  ___________________________________________________________________
 DU1287* NAD 83(1986)-  33 37 58.     (N)    111 04 02.     (W)     SCALED    
 DU1287* NAVD 88     -       706.126  (meters)    2316.68   (feet)  ADJUSTED  
 DU1287  ___________________________________________________________________
 DU1287  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU1287  DYNAMIC HT  -         705.216 (meters)    2313.70  (feet)  COMP
 DU1287  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 DU1287
 DU1287  VERT ORDER  -  FIRST     CLASS II
 DU1287
 DU1287.The horizontal coordinates were scaled from a topographic map and have
 DU1287.an estimated accuracy of +/- 6 seconds.
 DU1287
 DU1287.The orthometric height was determined by differential leveling
 DU1287.and adjusted in June 1991.
 DU1287
 DU1287.The geoid height was determined by GEOID03.
 DU1287
 DU1287.The dynamic height is computed by dividing the NAVD 88
 DU1287.geopotential number by the normal gravity value computed on the
 DU1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1287.degrees latitude (g = 980.6199 gals.).
 DU1287
 DU1287.The modeled gravity was interpolated from observed gravity values.
 DU1287
 DU1287;                    North         East    Units  Estimated Accuracy
 DU1287;SPC AZ E     -   292,290.      129,810.      MT  (+/- 180 meters Scaled)
 DU1287
 DU1287                          SUPERSEDED SURVEY CONTROL
 DU1287
 DU1287.No superseded survey control is available for this station.
 DU1287
 DU1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC937214(NAD 83)
 DU1287_MARKER: DB = BENCH MARK DISK
 DU1287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1287_SP_SET: STAINLESS STEEL ROD
 DU1287_STAMPING: K 404 1979
 DU1287_PROJECTION: FLUSH
 DU1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1287_ROD/PIPE-DEPTH: 3.05 meters
 DU1287
 DU1287  HISTORY     - Date     Condition        Report By
 DU1287  HISTORY     - 1979     MONUMENTED       NGS
 DU1287  HISTORY     - 1988     GOOD             USPSQD
 DU1287  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU1287
 DU1287                          STATION DESCRIPTION
 DU1287
 DU1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1287'4.5 MI SE FROM ROOSEVELT.
 DU1287'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM THE
 DU1287'POST OFFICE IN ROOSEVELT, 67.4 FEET SOUTH-SOUTHWEST
 DU1287'OF A FENCE AND 35 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DU1287'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 10 FEET.  ACCESS TO THE DISK IS
 DU1287'THROUGH A 4-INCH SCREW PLUG.
 DU1287'THE MARK IS 1.6 FT  NNW FROM A WITNESS POST.
 DU1287'THE MARK IS 1 FT BELOW THE HIGHWAY.
 DU1287
 DU1287                          STATION RECOVERY (1988)
 DU1287
 DU1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DU1287'RECOVERED IN GOOD CONDITION.
 DU1287
 DU1287                          STATION RECOVERY (2004)
 DU1287
 DU1287'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1287'MARK NOT FOUND. ROAD WIDENED 35 FEET, LOCATION UNDER RAISED SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0284 ***********************************************************************
 GP0284  DESIGNATION -  K 404
 GP0284  PID         -  GP0284
 GP0284  STATE/COUNTY-  AZ/COCONINO
 GP0284  USGS QUAD   -  LEES FERRY (1985)
 GP0284
 GP0284                         *CURRENT SURVEY CONTROL
 GP0284  ___________________________________________________________________
 GP0284* NAD 83(1986)-  36 51 09.     (N)    111 30 30.     (W)     SCALED    
 GP0284* NAVD 88     -      1359.408  (meters)    4459.99   (feet)  ADJUSTED  
 GP0284  ___________________________________________________________________
 GP0284  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 GP0284  DYNAMIC HT  -        1357.827 (meters)    4454.80  (feet)  COMP
 GP0284  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 GP0284
 GP0284  VERT ORDER  -  FIRST     CLASS II
 GP0284
 GP0284.The horizontal coordinates were scaled from a topographic map and have
 GP0284.an estimated accuracy of +/- 6 seconds.
 GP0284
 GP0284.The orthometric height was determined by differential leveling
 GP0284.and adjusted in June 1991.
 GP0284
 GP0284.The geoid height was determined by GEOID03.
 GP0284
 GP0284.The dynamic height is computed by dividing the NAVD 88
 GP0284.geopotential number by the normal gravity value computed on the
 GP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0284.degrees latitude (g = 980.6199 gals.).
 GP0284
 GP0284.The modeled gravity was interpolated from observed gravity values.
 GP0284
 GP0284;                    North         East    Units  Estimated Accuracy
 GP0284;SPC AZ C     -   649,180.      249,770.      MT  (+/- 180 meters Scaled)
 GP0284
 GP0284                          SUPERSEDED SURVEY CONTROL
 GP0284
 GP0284  NGVD 29 (??/??/92) 1358.492  (m)         4456.99   (f) ADJ UNCH    1 2
 GP0284
 GP0284.Superseded values are not recommended for survey control.
 GP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0284.See file dsdata.txt to determine how the superseded data were derived.
 GP0284
 GP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF546786(NAD 83)
 GP0284_MARKER: DB = BENCH MARK DISK
 GP0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0284_STAMPING: K 404 1962
 GP0284_MARK LOGO: CGS   
 GP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0284+STABILITY: SURFACE MOTION
 GP0284
 GP0284  HISTORY     - Date     Condition        Report By
 GP0284  HISTORY     - 1962     MONUMENTED       CGS
 GP0284  HISTORY     - 1963     GOOD             NGS
 GP0284  HISTORY     - 1983     GOOD             NGS
 GP0284
 GP0284                          STATION DESCRIPTION
 GP0284
 GP0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0284'6.75 MI S FROM PAGE.
 GP0284'ABOUT 6.75 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0284'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.2 MILE SOUTH OF A METAL
 GP0284'WINDMILL WHICH IS ON THE WEST SIDE OF THE HIGHWAY, 0.1 MILE NORTH OF
 GP0284'HIGHWAY MILEPOST NUMBER 543, 166 FEET SOUTHEAST OF A TELEPHONE POLE
 GP0284'NUMBERED 3, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FEET
 GP0284'WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 GP0284'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GP0284'MARK IS IN A SANDY AREA AND THROUGH TIME MAY DRIFT OVER WITH SAND.
 GP0284
 GP0284                          STATION RECOVERY (1963)
 GP0284
 GP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GP0284'RECOVERED IN GOOD CONDITION.
 GP0284
 GP0284                          STATION RECOVERY (1983)
 GP0284
 GP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0284'RECOVERED IN GOOD CONDITION.  ADD--16.0 METERS (52.5 FT) EAST OF THE
 GP0284'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1193 ***********************************************************************
 DU1193  DESIGNATION -  K 405
 DU1193  PID         -  DU1193
 DU1193  STATE/COUNTY-  AZ/GILA
 DU1193  USGS QUAD   -  SEVENMILE MTS (1966)
 DU1193
 DU1193                         *CURRENT SURVEY CONTROL
 DU1193  ___________________________________________________________________
 DU1193* NAD 83(1986)-  33 36 44.     (N)    110 36 48.     (W)     SCALED    
 DU1193* NAVD 88     -      1428.841  (meters)    4687.79   (feet)  ADJUSTED  
 DU1193  ___________________________________________________________________
 DU1193  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DU1193  DYNAMIC HT  -        1426.830 (meters)    4681.19  (feet)  COMP
 DU1193  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 DU1193
 DU1193  VERT ORDER  -  FIRST     CLASS II
 DU1193
 DU1193.The horizontal coordinates were scaled from a topographic map and have
 DU1193.an estimated accuracy of +/- 6 seconds.
 DU1193
 DU1193.The orthometric height was determined by differential leveling
 DU1193.and adjusted in June 1991.
 DU1193
 DU1193.The geoid height was determined by GEOID03.
 DU1193
 DU1193.The dynamic height is computed by dividing the NAVD 88
 DU1193.geopotential number by the normal gravity value computed on the
 DU1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1193.degrees latitude (g = 980.6199 gals.).
 DU1193
 DU1193.The modeled gravity was interpolated from observed gravity values.
 DU1193
 DU1193;                    North         East    Units  Estimated Accuracy
 DU1193;SPC AZ E     -   289,740.      171,910.      MT  (+/- 180 meters Scaled)
 DU1193
 DU1193                          SUPERSEDED SURVEY CONTROL
 DU1193
 DU1193.No superseded survey control is available for this station.
 DU1193
 DU1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC358192(NAD 83)
 DU1193_MARKER: DB = BENCH MARK DISK
 DU1193_SETTING: 66 = SET IN ROCK OUTCROP
 DU1193_SP_SET: ROCK OUTCROP
 DU1193_STAMPING: K 405 1979
 DU1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1193+STABILITY: POSITION/ELEVATION WELL
 DU1193
 DU1193  HISTORY     - Date     Condition        Report By
 DU1193  HISTORY     - 1979     MONUMENTED       NGS
 DU1193
 DU1193                          STATION DESCRIPTION
 DU1193
 DU1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1193'19.7 MI NE FROM GLOBE.
 DU1193'19.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1193'COURTHOUSE IN GLOBE, 40.7 FEET SOUTH OF THE CENTERLINE OF THE
 DU1193'HIGHWAY.
 DU1193'THE MARK IS 3.8 FT  SW FROM A WITNESS POST.
 DU1193'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0099 ***********************************************************************
 GP0099  DESIGNATION -  K 405
 GP0099  PID         -  GP0099
 GP0099  STATE/COUNTY-  AZ/COCONINO
 GP0099  USGS QUAD   -  PAGE (1985)
 GP0099
 GP0099                         *CURRENT SURVEY CONTROL
 GP0099  ___________________________________________________________________
 GP0099* NAD 83(1986)-  36 56 06.     (N)    111 29 07.     (W)     SCALED    
 GP0099* NAVD 88     -      1166.294  (meters)    3826.42   (feet)  ADJUSTED  
 GP0099  ___________________________________________________________________
 GP0099  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0099  DYNAMIC HT  -        1164.978 (meters)    3822.10  (feet)  COMP
 GP0099  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 GP0099
 GP0099  VERT ORDER  -  FIRST     CLASS II
 GP0099
 GP0099.The horizontal coordinates were scaled from a topographic map and have
 GP0099.an estimated accuracy of +/- 6 seconds.
 GP0099
 GP0099.The orthometric height was determined by differential leveling
 GP0099.and adjusted in June 1991.
 GP0099
 GP0099.The geoid height was determined by GEOID03.
 GP0099
 GP0099.The dynamic height is computed by dividing the NAVD 88
 GP0099.geopotential number by the normal gravity value computed on the
 GP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0099.degrees latitude (g = 980.6199 gals.).
 GP0099
 GP0099.The modeled gravity was interpolated from observed gravity values.
 GP0099
 GP0099;                    North         East    Units  Estimated Accuracy
 GP0099;SPC AZ C     -   658,340.      251,790.      MT  (+/- 180 meters Scaled)
 GP0099
 GP0099                          SUPERSEDED SURVEY CONTROL
 GP0099
 GP0099  NGVD 29 (??/??/92) 1165.422  (m)         3823.56   (f) ADJ UNCH    1 2
 GP0099
 GP0099.Superseded values are not recommended for survey control.
 GP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0099.See file dsdata.txt to determine how the superseded data were derived.
 GP0099
 GP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF567877(NAD 83)
 GP0099_MARKER: DB = BENCH MARK DISK
 GP0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0099_SP_SET: ABUTMENT
 GP0099_STAMPING: K 405 1962
 GP0099_MARK LOGO: CGS   
 GP0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0099
 GP0099  HISTORY     - Date     Condition        Report By
 GP0099  HISTORY     - 1962     MONUMENTED       CGS
 GP0099  HISTORY     - 1983     SEE DESCRIPTION  NGS
 GP0099
 GP0099                          STATION DESCRIPTION
 GP0099
 GP0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0099'IN PAGE.
 GP0099'AT THE SOUTHWEST END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  25
 GP0099'FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 20.3 FEET SOUTHEAST
 GP0099'OF THE CENTERLINE OF THE BRIDGE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 GP0099'BRIDGE, AND SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GP0099'CONCRETE ABUTMENT OF THE BRIDGE.
 GP0099
 GP0099                          STATION RECOVERY (1983)
 GP0099
 GP0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0099'THE BM ITSELF WAS RECOVERED IN GOOD CONDITION.  HOWEVER, CONDITIONS AT
 GP0099'THE BM SITE MADE IT UNSAFE FOR LEVELING.  NOT LEVELED TO IN 1983-84
 GP0099'DUE TO SAFETY REASONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0335 ***********************************************************************
 ER0335  DESIGNATION -  K 406
 ER0335  PID         -  ER0335
 ER0335  STATE/COUNTY-  AZ/APACHE
 ER0335  USGS QUAD   -  MC NARY (1985)
 ER0335
 ER0335                         *CURRENT SURVEY CONTROL
 ER0335  ___________________________________________________________________
 ER0335* NAD 83(1986)-  34 04 15.     (N)    109 51 13.     (W)     SCALED    
 ER0335* NAVD 88     -      2224.613  (meters)    7298.58   (feet)  ADJUSTED  
 ER0335  ___________________________________________________________________
 ER0335  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ER0335  DYNAMIC HT  -        2221.154 (meters)    7287.24  (feet)  COMP
 ER0335  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 ER0335
 ER0335  VERT ORDER  -  FIRST     CLASS II
 ER0335
 ER0335.The horizontal coordinates were scaled from a topographic map and have
 ER0335.an estimated accuracy of +/- 6 seconds.
 ER0335
 ER0335.The orthometric height was determined by differential leveling
 ER0335.and adjusted in June 1991.
 ER0335
 ER0335.The geoid height was determined by GEOID03.
 ER0335
 ER0335.The dynamic height is computed by dividing the NAVD 88
 ER0335.geopotential number by the normal gravity value computed on the
 ER0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0335.degrees latitude (g = 980.6199 gals.).
 ER0335
 ER0335.The modeled gravity was interpolated from observed gravity values.
 ER0335
 ER0335;                    North         East    Units  Estimated Accuracy
 ER0335;SPC AZ E     -   340,550.      242,260.      MT  (+/- 180 meters Scaled)
 ER0335
 ER0335                          SUPERSEDED SURVEY CONTROL
 ER0335
 ER0335.No superseded survey control is available for this station.
 ER0335
 ER0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC057706(NAD 83)
 ER0335_MARKER: DB = BENCH MARK DISK
 ER0335_SETTING: 66 = SET IN ROCK OUTCROP
 ER0335_SP_SET: ROCK OUTCROP
 ER0335_STAMPING: K 406 1979
 ER0335_MARK LOGO: NGS   
 ER0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0335+STABILITY: POSITION/ELEVATION WELL
 ER0335
 ER0335  HISTORY     - Date     Condition        Report By
 ER0335  HISTORY     - 1979     MONUMENTED       NGS
 ER0335  HISTORY     - 1983     GOOD             NGS
 ER0335
 ER0335                          STATION DESCRIPTION
 ER0335
 ER0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0335'IN MCNARY.
 ER0335'0.15 MILE SOUTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0335'MARK IS SET AT THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING
 ER0335'HOUSING THE SUNRISE LAUNDRY, 75.5 FEET WEST OF THE CENTER OF THE
 ER0335'STREET, 16.4 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 ER0335'BUILDING AND 10.6 FEET NORTH OF POWER POLE A.
 ER0335'THE MARK IS 1.9 FT  NW FROM A WITNESS POST.
 ER0335'THE MARK IS 2 FT ABOVE THE STREET.
 ER0335
 ER0335                          STATION RECOVERY (1983)
 ER0335
 ER0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1211 ***********************************************************************
 DU1211  DESIGNATION -  K 407
 DU1211  PID         -  DU1211
 DU1211  STATE/COUNTY-  AZ/GILA
 DU1211  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1211
 DU1211                         *CURRENT SURVEY CONTROL
 DU1211  ___________________________________________________________________
 DU1211* NAD 83(1986)-  33 47 56.     (N)    110 29 15.     (W)     SCALED    
 DU1211* NAVD 88     -      1211.931  (meters)    3976.14   (feet)  ADJUSTED  
 DU1211  ___________________________________________________________________
 DU1211  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DU1211  DYNAMIC HT  -        1210.278 (meters)    3970.72  (feet)  COMP
 DU1211  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 DU1211
 DU1211  VERT ORDER  -  FIRST     CLASS II
 DU1211
 DU1211.The horizontal coordinates were scaled from a topographic map and have
 DU1211.an estimated accuracy of +/- 6 seconds.
 DU1211
 DU1211.The orthometric height was determined by differential leveling
 DU1211.and adjusted in June 1991.
 DU1211
 DU1211.The geoid height was determined by GEOID03.
 DU1211
 DU1211.The dynamic height is computed by dividing the NAVD 88
 DU1211.geopotential number by the normal gravity value computed on the
 DU1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1211.degrees latitude (g = 980.6199 gals.).
 DU1211
 DU1211.The modeled gravity was interpolated from observed gravity values.
 DU1211
 DU1211;                    North         East    Units  Estimated Accuracy
 DU1211;SPC AZ E     -   310,400.      183,650.      MT  (+/- 180 meters Scaled)
 DU1211
 DU1211                          SUPERSEDED SURVEY CONTROL
 DU1211
 DU1211.No superseded survey control is available for this station.
 DU1211
 DU1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC474399(NAD 83)
 DU1211_MARKER: DB = BENCH MARK DISK
 DU1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1211_SP_SET: STAINLESS STEEL ROD
 DU1211_STAMPING: K 407 1979
 DU1211_PROJECTION: FLUSH
 DU1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1211_ROD/PIPE-DEPTH: 3.05 meters
 DU1211
 DU1211  HISTORY     - Date     Condition        Report By
 DU1211  HISTORY     - 1979     MONUMENTED       NGS
 DU1211  HISTORY     - 19960918 GOOD             USPSQD
 DU1211
 DU1211                          STATION DESCRIPTION
 DU1211
 DU1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1211'39.7 MI NE FROM GLOBE.
 DU1211'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1211'IN SALT RIVER CANYON, 43.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1211'AND 19.0 FEET EAST OF A GUARD RAIL.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU1211'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1211'REFUSAL WAS REACHED AT 10 FEET.  ACCESS TO THE DISK IS THROUGH A
 DU1211'4-INCH SCREW PLUG.
 DU1211'THE MARK IS 2.3 FT  S FROM A WITNESS POST.
 DU1211'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1211
 DU1211                          STATION RECOVERY (1996)
 DU1211
 DU1211'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0448 ***********************************************************************
 DT0448  DESIGNATION -  K 408
 DT0448  PID         -  DT0448
 DT0448  STATE/COUNTY-  AZ/NAVAJO
 DT0448  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0448
 DT0448                         *CURRENT SURVEY CONTROL
 DT0448  ___________________________________________________________________
 DT0448* NAD 83(1986)-  33 53 55.     (N)    109 56 45.     (W)     SCALED    
 DT0448* NAVD 88     -      1694.224  (meters)    5558.47   (feet)  ADJUSTED  
 DT0448  ___________________________________________________________________
 DT0448  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 DT0448  DYNAMIC HT  -        1691.728 (meters)    5550.28  (feet)  COMP
 DT0448  MODELED GRAV-     979,103.5   (mgal)                       NAVD 88
 DT0448
 DT0448  VERT ORDER  -  FIRST     CLASS II
 DT0448
 DT0448.The horizontal coordinates were scaled from a topographic map and have
 DT0448.an estimated accuracy of +/- 6 seconds.
 DT0448
 DT0448.The orthometric height was determined by differential leveling
 DT0448.and adjusted in June 1991.
 DT0448
 DT0448.The geoid height was determined by GEOID03.
 DT0448
 DT0448.The dynamic height is computed by dividing the NAVD 88
 DT0448.geopotential number by the normal gravity value computed on the
 DT0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0448.degrees latitude (g = 980.6199 gals.).
 DT0448
 DT0448.The modeled gravity was interpolated from observed gravity values.
 DT0448
 DT0448;                    North         East    Units  Estimated Accuracy
 DT0448;SPC AZ E     -   321,430.      233,780.      MT  (+/- 180 meters Scaled)
 DT0448
 DT0448                          SUPERSEDED SURVEY CONTROL
 DT0448
 DT0448.No superseded survey control is available for this station.
 DT0448
 DT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC974514(NAD 83)
 DT0448_MARKER: DB = BENCH MARK DISK
 DT0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0448_SP_SET: STAINLESS STEEL ROD
 DT0448_STAMPING: K 408 1979
 DT0448_PROJECTION: FLUSH
 DT0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0448_ROD/PIPE-DEPTH: 4.57 meters
 DT0448
 DT0448  HISTORY     - Date     Condition        Report By
 DT0448  HISTORY     - 1979     MONUMENTED       NGS
 DT0448
 DT0448                          STATION DESCRIPTION
 DT0448
 DT0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0448'4.7 MI NORTH FROM WHITERIVER.
 DT0448'4.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0448'HEADQUARTERS IN WHITERIVER, 0.3 MILE SOUTH OF HIGHWAY MILE MARKER
 DT0448'344, 100 FEET NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING WEST
 DT0448'ACROSS A CATTLE GUARD, 47.7 FEET SOUTH OF THE SOUTH GATE POST AT A
 DT0448'TRACK ROAD LEADING EASTERLY, 40.1 FEET EAST OF THE CENTERLINE OF THE
 DT0448'HIGHWAY, 4.7 FEET WEST OF A BARBED WIRE FENCE AND 3.6 FEET NORTH
 DT0448'OF UTILITY POLE 3 1 105.
 DT0448'THE MARK IS 8.6 FT  N FROM  ON A FENCE POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0471 ***********************************************************************
 DT0471  DESIGNATION -  K 409
 DT0471  PID         -  DT0471
 DT0471  STATE/COUNTY-  AZ/APACHE
 DT0471  USGS QUAD   -  ALPINE (1991)
 DT0471
 DT0471                         *CURRENT SURVEY CONTROL
 DT0471  ___________________________________________________________________
 DT0471* NAD 83(1986)-  33 52 08.     (N)    109 10 00.     (W)     SCALED    
 DT0471* NAVD 88     -      2477.957  (meters)    8129.76   (feet)  ADJUSTED  
 DT0471  ___________________________________________________________________
 DT0471  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 DT0471  DYNAMIC HT  -        2473.883 (meters)    8116.40  (feet)  COMP
 DT0471  MODELED GRAV-     978,902.7   (mgal)                       NAVD 88
 DT0471
 DT0471  VERT ORDER  -  FIRST     CLASS II
 DT0471
 DT0471.The horizontal coordinates were scaled from a topographic map and have
 DT0471.an estimated accuracy of +/- 6 seconds.
 DT0471
 DT0471.The orthometric height was determined by differential leveling
 DT0471.and adjusted in June 1991.
 DT0471
 DT0471.The geoid height was determined by GEOID03.
 DT0471
 DT0471.The dynamic height is computed by dividing the NAVD 88
 DT0471.geopotential number by the normal gravity value computed on the
 DT0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0471.degrees latitude (g = 980.6199 gals.).
 DT0471
 DT0471.The modeled gravity was interpolated from observed gravity values.
 DT0471
 DT0471;                    North         East    Units  Estimated Accuracy
 DT0471;SPC AZ E     -   318,560.      305,880.      MT  (+/- 180 meters Scaled)
 DT0471
 DT0471                          SUPERSEDED SURVEY CONTROL
 DT0471
 DT0471.No superseded survey control is available for this station.
 DT0471
 DT0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC695491(NAD 83)
 DT0471_MARKER: DB = BENCH MARK DISK
 DT0471_SETTING: 66 = SET IN ROCK OUTCROP
 DT0471_SP_SET: ROCK OUTCROP
 DT0471_STAMPING: K 409 1980
 DT0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0471+STABILITY: POSITION/ELEVATION WELL
 DT0471
 DT0471  HISTORY     - Date     Condition        Report By
 DT0471  HISTORY     - 1980     MONUMENTED       NGS
 DT0471  HISTORY     - 1990     GOOD             USPSQD
 DT0471  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0471
 DT0471                          STATION DESCRIPTION
 DT0471
 DT0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0471'3.1 KM NW FROM ALPINE.
 DT0471'3.1 KM (1.95 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0471'POST OFFICE IN ALPINE, 1.0 KM (0.6 MI) NORTHWEST OF MILE
 DT0471'POST 425, 0.2 KM (0.15 MI) NORTHWEST OF A SIDE ROAD LEADING
 DT0471'SOUTHWEST, 18.4 METERS (60.4 FT) EAST OF A FENCE AND 12.5 METERS
 DT0471'(41.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0471'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 DT0471'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 DT0471
 DT0471                          STATION RECOVERY (1990)
 DT0471
 DT0471'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 DT0471'RECOVERED IN GOOD CONDITION.
 DT0471
 DT0471                          STATION RECOVERY (2005)
 DT0471
 DT0471'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0471'MARK NOT FOUND.  HIGHWAY WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0345 ***********************************************************************
 ER0345  DESIGNATION -  K 410
 ER0345  PID         -  ER0345
 ER0345  STATE/COUNTY-  AZ/APACHE
 ER0345  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0345
 ER0345                         *CURRENT SURVEY CONTROL
 ER0345  ___________________________________________________________________
 ER0345* NAD 83(1986)-  34 03 10.     (N)    109 44 39.     (W)     SCALED    
 ER0345* NAVD 88     -      2380.922  (meters)    7811.41   (feet)  ADJUSTED  
 ER0345  ___________________________________________________________________
 ER0345  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 ER0345  DYNAMIC HT  -        2377.137 (meters)    7798.99  (feet)  COMP
 ER0345  MODELED GRAV-     978,960.0   (mgal)                       NAVD 88
 ER0345
 ER0345  VERT ORDER  -  FIRST     CLASS II
 ER0345
 ER0345.The horizontal coordinates were scaled from a topographic map and have
 ER0345.an estimated accuracy of +/- 6 seconds.
 ER0345
 ER0345.The orthometric height was determined by differential leveling
 ER0345.and adjusted in June 1991.
 ER0345
 ER0345.The geoid height was determined by GEOID03.
 ER0345
 ER0345.The dynamic height is computed by dividing the NAVD 88
 ER0345.geopotential number by the normal gravity value computed on the
 ER0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0345.degrees latitude (g = 980.6199 gals.).
 ER0345
 ER0345.The modeled gravity was interpolated from observed gravity values.
 ER0345
 ER0345;                    North         East    Units  Estimated Accuracy
 ER0345;SPC AZ E     -   338,590.      252,370.      MT  (+/- 180 meters Scaled)
 ER0345
 ER0345                          SUPERSEDED SURVEY CONTROL
 ER0345
 ER0345.No superseded survey control is available for this station.
 ER0345
 ER0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC159687(NAD 83)
 ER0345_MARKER: DB = BENCH MARK DISK
 ER0345_SETTING: 66 = SET IN ROCK OUTCROP
 ER0345_SP_SET: ROCK OUTCROP
 ER0345_STAMPING: K 410 1980
 ER0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0345+STABILITY: POSITION/ELEVATION WELL
 ER0345
 ER0345  HISTORY     - Date     Condition        Report By
 ER0345  HISTORY     - 1980     MONUMENTED       NGS
 ER0345  HISTORY     - 20050729 GOOD             USPSQD
 ER0345
 ER0345                          STATION DESCRIPTION
 ER0345
 ER0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0345'11.5 KM EAST FROM MCNARY.
 ER0345'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0345'OFFICE IN MCNARY, THENCE 11.4 KM (7.05 MI) EAST ALONG
 ER0345'STATE HIGHWAY 260, 0.9 KM (0.55 MI) EAST OF BOG CREEK, 0.3
 ER0345'KM (0.2 MI) EAST OF A SIDE ROAD LEADING NORTH, 0.5
 ER0345'KM (0.3 MI) WEST OF MILE POST 368, IN TOP OF A 8 BY 5 FT
 ER0345'ROCK OUTCROP, 8.0 METERS (26.2 FT) NORTH OF THE CENTERLINE
 ER0345'OF THE HIGHWAY AND 22.7 METERS (74.5 FT) SOUTH OF A FENCE.
 ER0345'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 ER0345'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ER0345
 ER0345                          STATION RECOVERY (2005)
 ER0345
 ER0345'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0345'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0357 ***********************************************************************
 ER0357  DESIGNATION -  K 411
 ER0357  PID         -  ER0357
 ER0357  STATE/COUNTY-  AZ/APACHE
 ER0357  USGS QUAD   -  GREENS PEAK (1969)
 ER0357
 ER0357                         *CURRENT SURVEY CONTROL
 ER0357  ___________________________________________________________________
 ER0357* NAD 83(1986)-  34 03 19.     (N)    109 34 14.     (W)     SCALED    
 ER0357* NAVD 88     -      2798.013  (meters)    9179.81   (feet)  ADJUSTED  
 ER0357  ___________________________________________________________________
 ER0357  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ER0357  DYNAMIC HT  -        2793.343 (meters)    9164.49  (feet)  COMP
 ER0357  MODELED GRAV-     978,864.6   (mgal)                       NAVD 88
 ER0357
 ER0357  VERT ORDER  -  FIRST     CLASS II
 ER0357
 ER0357.The horizontal coordinates were scaled from a topographic map and have
 ER0357.an estimated accuracy of +/- 6 seconds.
 ER0357
 ER0357.The orthometric height was determined by differential leveling
 ER0357.and adjusted in June 1991.
 ER0357
 ER0357.The geoid height was determined by GEOID03.
 ER0357
 ER0357.The dynamic height is computed by dividing the NAVD 88
 ER0357.geopotential number by the normal gravity value computed on the
 ER0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0357.degrees latitude (g = 980.6199 gals.).
 ER0357
 ER0357.The modeled gravity was interpolated from observed gravity values.
 ER0357
 ER0357;                    North         East    Units  Estimated Accuracy
 ER0357;SPC AZ E     -   338,950.      268,390.      MT  (+/- 180 meters Scaled)
 ER0357
 ER0357                          SUPERSEDED SURVEY CONTROL
 ER0357
 ER0357.No superseded survey control is available for this station.
 ER0357
 ER0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC319692(NAD 83)
 ER0357_MARKER: DB = BENCH MARK DISK
 ER0357_SETTING: 66 = SET IN ROCK OUTCROP
 ER0357_SP_SET: ROCK OUTCROP
 ER0357_STAMPING: K 411 1980
 ER0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0357+STABILITY: POSITION/ELEVATION WELL
 ER0357
 ER0357  HISTORY     - Date     Condition        Report By
 ER0357  HISTORY     - 1980     MONUMENTED       NGS
 ER0357
 ER0357                          STATION DESCRIPTION
 ER0357
 ER0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0357'28.1 KM WEST FROM EAGAR.
 ER0357'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0357'OFFICE IN EAGAR, THENCE 27.9 KM (17.3 MI) WEST ALONG STATE
 ER0357'HIGHWAY 260, 0.2 KM (0.1 MI) EAST OF MILE POST 379, IN TOP
 ER0357'OF A ROCK OUTCROP IN THE EAST END OF A CLEARED AREA, 173.7 METERS
 ER0357'(570.0 FT) EAST OF A SIGN APACHE NATIONAL FOREST, 142.6 METERS
 ER0357'(468.0 FT) WEST AND ACROSS THE HIGHWAY FROM A DIRT ROAD LEADING
 ER0357'SOUTH AND EAST TO A CINDER PIT AND 33.7 METERS (110.6 FT) NORTH OF THE
 ER0357'CENTERLINE OF THE HIGHWAY.
 ER0357'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ER0357'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1021 ***********************************************************************
 DV1021  DESIGNATION -  K 413 39
 DV1021  PID         -  DV1021
 DV1021  STATE/COUNTY-  AZ/LA PAZ
 DV1021  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1021
 DV1021                         *CURRENT SURVEY CONTROL
 DV1021  ___________________________________________________________________
 DV1021* NAD 83(1986)-  33 34 00.     (N)    113 21 10.     (W)     SCALED    
 DV1021* NAVD 88     -       418.14   (+/-2cm)    1371.8    (feet)  VERTCON   
 DV1021  ___________________________________________________________________
 DV1021  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DV1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1021
 DV1021.The horizontal coordinates were scaled from a topographic map and have
 DV1021.an estimated accuracy of +/- 6 seconds.
 DV1021
 DV1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1021.The vertical order pertains to the NGVD 29 superseded value.
 DV1021
 DV1021.The geoid height was determined by GEOID03.
 DV1021
 DV1021;                    North         East    Units  Estimated Accuracy
 DV1021;SPC AZ W     -   284,670.      250,240.      MT  (+/- 180 meters Scaled)
 DV1021
 DV1021                          SUPERSEDED SURVEY CONTROL
 DV1021
 DV1021  NGVD 29 (??/??/92)  417.477  (m)         1369.67   (f) ADJ UNCH    2 0
 DV1021
 DV1021.Superseded values are not recommended for survey control.
 DV1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1021.See file dsdata.txt to determine how the superseded data were derived.
 DV1021
 DV1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC816165(NAD 83)
 DV1021_MARKER: DB = BENCH MARK DISK
 DV1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1021_STAMPING: K 413 39 1962
 DV1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1021+STABILITY: SURFACE MOTION
 DV1021
 DV1021  HISTORY     - Date     Condition        Report By
 DV1021  HISTORY     - 1962     MONUMENTED       CGS
 DV1021  HISTORY     - 19860519 MARK NOT FOUND   USGS
 DV1021
 DV1021                          STATION DESCRIPTION
 DV1021
 DV1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1021'25.2 MI SE FROM SALOME.
 DV1021'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1021'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1021'WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK ROAD,
 DV1021'THENCE 1.0 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE
 DV1021'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.9 FEET
 DV1021'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1021'FLUSH WITH THE GROUND.
 DV1021
 DV1021                          STATION RECOVERY (1986)
 DV1021
 DV1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JRM)
 DV1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1014 ***********************************************************************
 DU1014  DESIGNATION -  K 414
 DU1014  PID         -  DU1014
 DU1014  STATE/COUNTY-  AZ/MARICOPA
 DU1014  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1014
 DU1014                         *CURRENT SURVEY CONTROL
 DU1014  ___________________________________________________________________
 DU1014* NAD 83(1986)-  33 10 52.     (N)    111 53 28.     (W)     SCALED    
 DU1014* NAVD 88     -       363.58   (+/-2cm)    1192.8    (feet)  VERTCON   
 DU1014  ___________________________________________________________________
 DU1014  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1014
 DU1014.The horizontal coordinates were scaled from a topographic map and have
 DU1014.an estimated accuracy of +/- 6 seconds.
 DU1014
 DU1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1014.The vertical order pertains to the NGVD 29 superseded value.
 DU1014
 DU1014.The geoid height was determined by GEOID03.
 DU1014
 DU1014;                    North         East    Units  Estimated Accuracy
 DU1014;SPC AZ C     -   241,840.      215,740.      MT  (+/- 180 meters Scaled)
 DU1014
 DU1014                          SUPERSEDED SURVEY CONTROL
 DU1014
 DU1014  NGVD 29 (??/??/92)  363.086  (m)         1191.22   (f) ADJ UNCH    2 0
 DU1014
 DU1014.Superseded values are not recommended for survey control.
 DU1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1014.See file dsdata.txt to determine how the superseded data were derived.
 DU1014
 DU1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169717(NAD 83)
 DU1014_MARKER: DB = BENCH MARK DISK
 DU1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1014_STAMPING: K 414 1962
 DU1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1014+STABILITY: SURFACE MOTION
 DU1014
 DU1014  HISTORY     - Date     Condition        Report By
 DU1014  HISTORY     - 1962     MONUMENTED       CGS
 DU1014
 DU1014                          STATION DESCRIPTION
 DU1014
 DU1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1014'17.1 MI SW FROM CHANDLER.
 DU1014'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1014'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1014'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 8.2 MILES
 DU1014'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1014'OF PROPOSED INTERSTATE HIGHWAY 10, 4.5 FEET NORTHEAST OF THE CENTER OF
 DU1014'THE TRACK ROAD, ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN TOP OF A
 DU1014'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0965 ***********************************************************************
 DV0965  DESIGNATION -  K 415 60
 DV0965  PID         -  DV0965
 DV0965  STATE/COUNTY-  AZ/MARICOPA
 DV0965  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 DV0965
 DV0965                         *CURRENT SURVEY CONTROL
 DV0965  ___________________________________________________________________
 DV0965* NAD 83(1986)-  33 30 22.     (N)    112 59 06.     (W)     SCALED    
 DV0965* NAVD 88     -       369.04   (+/-2cm)    1210.8    (feet)  VERTCON   
 DV0965  ___________________________________________________________________
 DV0965  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0965
 DV0965.The horizontal coordinates were scaled from a topographic map and have
 DV0965.an estimated accuracy of +/- 6 seconds.
 DV0965
 DV0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0965.The vertical order pertains to the NGVD 29 superseded value.
 DV0965
 DV0965.The geoid height was determined by GEOID03.
 DV0965
 DV0965;                    North         East    Units  Estimated Accuracy
 DV0965;SPC AZ C     -   278,390.      114,100.      MT  (+/- 180 meters Scaled)
 DV0965
 DV0965                          SUPERSEDED SURVEY CONTROL
 DV0965
 DV0965  NGVD 29 (??/??/92)  368.387  (m)         1208.62   (f) ADJ UNCH    2 0
 DV0965
 DV0965.Superseded values are not recommended for survey control.
 DV0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0965.See file dsdata.txt to determine how the superseded data were derived.
 DV0965
 DV0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC156091(NAD 83)
 DV0965_MARKER: DB = BENCH MARK DISK
 DV0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0965_STAMPING: K 415 60 1962
 DV0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0965+STABILITY: SURFACE MOTION
 DV0965
 DV0965  HISTORY     - Date     Condition        Report By
 DV0965  HISTORY     - 1962     MONUMENTED       CGS
 DV0965
 DV0965                          STATION DESCRIPTION
 DV0965
 DV0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0965'3.45 MI NW FROM TONOPAH.
 DV0965'1.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0965'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 0.8 MILE
 DV0965'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV0965'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL
 DV0965'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1387 ***********************************************************************
 CZ1387  DESIGNATION -  K 416
 CZ1387  PID         -  CZ1387
 CZ1387  STATE/COUNTY-  AZ/PINAL
 CZ1387  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1387
 CZ1387                         *CURRENT SURVEY CONTROL
 CZ1387  ___________________________________________________________________
 CZ1387* NAD 83(1986)-  32 57 23.     (N)    111 42 55.     (W)     SCALED    
 CZ1387* NAVD 88     -       452.66   (+/-2cm)    1485.1    (feet)  VERTCON   
 CZ1387  ___________________________________________________________________
 CZ1387  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1387
 CZ1387.The horizontal coordinates were scaled from a topographic map and have
 CZ1387.an estimated accuracy of +/- 6 seconds.
 CZ1387
 CZ1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1387.The vertical order pertains to the NGVD 29 superseded value.
 CZ1387
 CZ1387.The geoid height was determined by GEOID03.
 CZ1387
 CZ1387;                    North         East    Units  Estimated Accuracy
 CZ1387;SPC AZ C     -   216,930.      232,190.      MT  (+/- 180 meters Scaled)
 CZ1387
 CZ1387                          SUPERSEDED SURVEY CONTROL
 CZ1387
 CZ1387  NGVD 29 (??/??/92)  452.116  (m)         1483.32   (f) ADJ UNCH    2 0
 CZ1387
 CZ1387.Superseded values are not recommended for survey control.
 CZ1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1387.See file dsdata.txt to determine how the superseded data were derived.
 CZ1387
 CZ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB331466(NAD 83)
 CZ1387_MARKER: DB = BENCH MARK DISK
 CZ1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1387_STAMPING: K 416 1962
 CZ1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1387+STABILITY: SURFACE MOTION
 CZ1387
 CZ1387  HISTORY     - Date     Condition        Report By
 CZ1387  HISTORY     - 1962     MONUMENTED       CGS
 CZ1387  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1387
 CZ1387                          STATION DESCRIPTION
 CZ1387
 CZ1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1387'9.9 MI NE FROM CASA GRANDE.
 CZ1387'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1387'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1387'FLORENCE BLVD, TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1387'CANAL FOR 2.05 MILES TO CROSSROADS, THENCE NORTHWEST ALONG THE DIRT
 CZ1387'ROAD FOR 3.75 MILES TO THE MARK, 3.8 FT. NORTH OF A STEEL WITNESS
 CZ1387'POST, A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 8
 CZ1387'INCHES.
 CZ1387
 CZ1387                          STATION RECOVERY (2007)
 CZ1387
 CZ1387'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1387'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. A WITNESS POST WAS
 CZ1387'LOCATED, BUT NO MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0851 ***********************************************************************
 CG0851  DESIGNATION -  K 418
 CG0851  PID         -  CG0851
 CG0851  STATE/COUNTY-  AZ/COCHISE
 CG0851  USGS QUAD   -  SAINT DAVID (1973)
 CG0851
 CG0851                         *CURRENT SURVEY CONTROL
 CG0851  ___________________________________________________________________
 CG0851* NAD 83(1986)-  31 59 01.     (N)    110 12 03.     (W)     SCALED    
 CG0851* NAVD 88     -      1230.729  (meters)    4037.82   (feet)  ADJUSTED  
 CG0851  ___________________________________________________________________
 CG0851  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CG0851  DYNAMIC HT  -        1228.874 (meters)    4031.73  (feet)  COMP
 CG0851  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 CG0851  OBS GRAVITY -     979,090.0   (mgal)                       GRAV_OBS
 CG0851
 CG0851  VERT ORDER  -  FIRST     CLASS II
 CG0851
 CG0851.The horizontal coordinates were scaled from a topographic map and have
 CG0851.an estimated accuracy of +/- 6 seconds.
 CG0851
 CG0851.The orthometric height was determined by differential leveling
 CG0851.and adjusted in June 1991.
 CG0851
 CG0851.The geoid height was determined by GEOID03.
 CG0851
 CG0851.The dynamic height is computed by dividing the NAVD 88
 CG0851.geopotential number by the normal gravity value computed on the
 CG0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0851.degrees latitude (g = 980.6199 gals.).
 CG0851
 CG0851.The modeled gravity was interpolated from observed gravity values.
 CG0851.The observed gravity was obtained from relative gravimeter ties
 CG0851.to the IGSN71 gravity network.
 CG0851
 CG0851;                    North         East    Units  Estimated Accuracy
 CG0851;SPC AZ E     -   109,050.      210,130.      MT  (+/- 180 meters Scaled)
 CG0851
 CG0851                          SUPERSEDED SURVEY CONTROL
 CG0851
 CG0851.No superseded survey control is available for this station.
 CG0851
 CG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA755388(NAD 83)
 CG0851_MARKER: DB = BENCH MARK DISK
 CG0851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0851_SP_SET: STAINLESS STEEL ROD
 CG0851_STAMPING: K 418 1979
 CG0851_PROJECTION: FLUSH
 CG0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0851_ROD/PIPE-DEPTH: 7.6  meters
 CG0851
 CG0851  HISTORY     - Date     Condition        Report By
 CG0851  HISTORY     - 1979     MONUMENTED       NGS
 CG0851
 CG0851                          STATION DESCRIPTION
 CG0851
 CG0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0851'11.0 KM NE FROM BENSON.
 CG0851'11.0 KILOMETERS (6.85 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CG0851'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.3 KILOMETER (0.2 MILE)
 CG0851'NORTHEAST OF MILE POST 311, AT THE CROSSING OF A TELEPHONE LINE, 60
 CG0851'METERS (197 FEET) NORTHWEST OF THE NORTH CORNER OF A U. S. GOVERNMENT
 CG0851'CONCRETE BLOCK BUILDING AND IN LINE WITH THE EXTENSION OF THE
 CG0851'NORTHEAST FACE, 30.8 METERS (101 FEET) SOUTHEAST OF THE CENTERLINE
 CG0851'OF THE EASTBOUND TRAFFIC LANES, 32.3 METERS (106 FEET) WEST OF A
 CG0851'T-JUNCTION POWER LINE POLE WITH A GUY WIRE, 18.6 METERS (61.2 FEET)
 CG0851'NORTHEAST OF THE CENTERLINE OF A DIM TRACK ROAD AND 0.6 METER (2.0
 CG0851'FEET) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CG0851'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CG0851'THE MARK IS 2.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1501 ***********************************************************************
 CZ1501  DESIGNATION -  K 419
 CZ1501  PID         -  CZ1501
 CZ1501  STATE/COUNTY-  AZ/PIMA
 CZ1501  USGS QUAD   -  TUCSON SW (1992)
 CZ1501
 CZ1501                         *CURRENT SURVEY CONTROL
 CZ1501  ___________________________________________________________________
 CZ1501* NAD 83(1986)-  32 00 48.     (N)    110 57 02.     (W)     SCALED    
 CZ1501* NAVD 88     -       805.940  (meters)    2644.15   (feet)  ADJUSTED  
 CZ1501  ___________________________________________________________________
 CZ1501  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ1501  DYNAMIC HT  -         804.794 (meters)    2640.39  (feet)  COMP
 CZ1501  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 CZ1501
 CZ1501  VERT ORDER  -  FIRST     CLASS II
 CZ1501
 CZ1501.The horizontal coordinates were scaled from a topographic map and have
 CZ1501.an estimated accuracy of +/- 6 seconds.
 CZ1501
 CZ1501.The orthometric height was determined by differential leveling
 CZ1501.and adjusted in June 1991.
 CZ1501
 CZ1501.The geoid height was determined by GEOID03.
 CZ1501
 CZ1501.The dynamic height is computed by dividing the NAVD 88
 CZ1501.geopotential number by the normal gravity value computed on the
 CZ1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1501.degrees latitude (g = 980.6199 gals.).
 CZ1501
 CZ1501.The modeled gravity was interpolated from observed gravity values.
 CZ1501
 CZ1501;                    North         East    Units  Estimated Accuracy
 CZ1501;SPC AZ C     -   112,750.      304,630.      MT  (+/- 180 meters Scaled)
 CZ1501
 CZ1501                          SUPERSEDED SURVEY CONTROL
 CZ1501
 CZ1501.No superseded survey control is available for this station.
 CZ1501
 CZ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA046419(NAD 83)
 CZ1501_MARKER: DB = BENCH MARK DISK
 CZ1501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1501_SP_SET: STAINLESS STEEL ROD
 CZ1501_STAMPING: K 419 1980
 CZ1501_PROJECTION: RECESSED 3 CENTIMETERS
 CZ1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1501_ROD/PIPE-DEPTH: 10.4 meters
 CZ1501
 CZ1501  HISTORY     - Date     Condition        Report By
 CZ1501  HISTORY     - 1980     MONUMENTED       NGS
 CZ1501  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ1501
 CZ1501                          STATION DESCRIPTION
 CZ1501
 CZ1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1501'6.4 KM NORTH FROM SAHUARITA.
 CZ1501'6.4 KILOMETERS (3.95 MILES) NORTH ALONG U S HIGHWAY 89 FROM
 CZ1501'THE POST OFFICE AT SAHUARITA, 33.9 METERS (111.2 FEET) NORTHWEST
 CZ1501'OF HIGHWAY MILEPOST 52, 19.9 METERS (65.3 FEET) WEST OF THE
 CZ1501'HIGHWAY CENTERLINE, 4.2 METERS (14 FEET) NORTH OF A POWER LINE
 CZ1501'POLE WITH TWO GUY WIRES, 9.6 METERS (31.5 FEET) SOUTHWEST OF
 CZ1501'A GUY POLE WITH A GUY WIRE CROSSING THE HIGHWAY, 0.6 METER
 CZ1501'(2 FEET) EAST OF THE WEST RIGHT OF WAY FENCE.
 CZ1501'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CZ1501'THE MARK IS 1 M BELOW THE HIGHWAY..
 CZ1501
 CZ1501                          STATION RECOVERY (1995)
 CZ1501
 CZ1501'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0256 ***********************************************************************
 ER0256  DESIGNATION -  K 42
 ER0256  PID         -  ER0256
 ER0256  STATE/COUNTY-  AZ/APACHE
 ER0256  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0256
 ER0256                         *CURRENT SURVEY CONTROL
 ER0256  ___________________________________________________________________
 ER0256* NAD 83(1986)-  34 02 32.     (N)    109 40 47.     (W)     SCALED    
 ER0256* NAVD 88     -      2503.116  (meters)    8212.31   (feet)  ADJUSTED  
 ER0256  ___________________________________________________________________
 ER0256  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 ER0256  DYNAMIC HT  -        2499.072 (meters)    8199.04  (feet)  COMP
 ER0256  MODELED GRAV-     978,929.5   (mgal)                       NAVD 88
 ER0256
 ER0256  VERT ORDER  -  FIRST     CLASS II
 ER0256
 ER0256.The horizontal coordinates were scaled from a topographic map and have
 ER0256.an estimated accuracy of +/- 6 seconds.
 ER0256
 ER0256.The orthometric height was determined by differential leveling
 ER0256.and adjusted in June 1991.
 ER0256
 ER0256.The geoid height was determined by GEOID03.
 ER0256
 ER0256.The dynamic height is computed by dividing the NAVD 88
 ER0256.geopotential number by the normal gravity value computed on the
 ER0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0256.degrees latitude (g = 980.6199 gals.).
 ER0256
 ER0256.The modeled gravity was interpolated from observed gravity values.
 ER0256
 ER0256;                    North         East    Units  Estimated Accuracy
 ER0256;SPC AZ E     -   337,440.      258,320.      MT  (+/- 180 meters Scaled)
 ER0256
 ER0256                          SUPERSEDED SURVEY CONTROL
 ER0256
 ER0256  NGVD 29 (??/??/92) 2502.030  (m)         8208.74   (f) ADJ UNCH    1 2
 ER0256
 ER0256.Superseded values are not recommended for survey control.
 ER0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0256.See file dsdata.txt to determine how the superseded data were derived.
 ER0256
 ER0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC218676(NAD 83)
 ER0256_MARKER: DB = BENCH MARK DISK
 ER0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0256_STAMPING: K 42 1934
 ER0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0256+STABILITY: SURFACE MOTION
 ER0256
 ER0256  HISTORY     - Date     Condition        Report By
 ER0256  HISTORY     - 1934     MONUMENTED       CGS
 ER0256  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0256
 ER0256                          STATION DESCRIPTION
 ER0256
 ER0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0256'11.3 MI E FROM MCNARY.
 ER0256'11.3 MILES EAST ALONG STATE HIGHWAY 73 FROM MCNARY, APACHE COUNTY, 28
 ER0256'FEET NORTH OF A WOODEN CATTLE GUARD, AND 70 FEET SOUTH OF A FENCE
 ER0256'CORNER.  A STANDARD DISK, STAMPED K 42 1934 AND SET IN THE TOP OF A
 ER0256'CONCRETE POST.
 ER0256
 ER0256                          STATION RECOVERY (1969)
 ER0256
 ER0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0200 ***********************************************************************
 CF0200  DESIGNATION -  K 420
 CF0200  PID         -  CF0200
 CF0200  STATE/COUNTY-  AZ/COCHISE
 CF0200  USGS QUAD   -  PEARCE (1985)
 CF0200
 CF0200                         *CURRENT SURVEY CONTROL
 CF0200  ___________________________________________________________________
 CF0200* NAD 83(1986)-  31 57 08.     (N)    109 50 10.     (W)     SCALED    
 CF0200* NAVD 88     -      1306.777  (meters)    4287.32   (feet)  ADJUSTED  
 CF0200  ___________________________________________________________________
 CF0200  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CF0200  DYNAMIC HT  -        1304.775 (meters)    4280.75  (feet)  COMP
 CF0200  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 CF0200
 CF0200  VERT ORDER  -  FIRST     CLASS II
 CF0200
 CF0200.The horizontal coordinates were scaled from a topographic map and have
 CF0200.an estimated accuracy of +/- 6 seconds.
 CF0200
 CF0200.The orthometric height was determined by differential leveling
 CF0200.and adjusted in June 1991.
 CF0200
 CF0200.The geoid height was determined by GEOID03.
 CF0200
 CF0200.The dynamic height is computed by dividing the NAVD 88
 CF0200.geopotential number by the normal gravity value computed on the
 CF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0200.degrees latitude (g = 980.6199 gals.).
 CF0200
 CF0200.The modeled gravity was interpolated from observed gravity values.
 CF0200
 CF0200;                    North         East    Units  Estimated Accuracy
 CF0200;SPC AZ E     -   105,620.      244,610.      MT  (+/- 180 meters Scaled)
 CF0200
 CF0200                          SUPERSEDED SURVEY CONTROL
 CF0200
 CF0200.No superseded survey control is available for this station.
 CF0200
 CF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA099357(NAD 83)
 CF0200_MARKER: DB = BENCH MARK DISK
 CF0200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0200_SP_SET: STAINLESS STEEL ROD
 CF0200_STAMPING: K 420 1980
 CF0200_PROJECTION: FLUSH
 CF0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0200_ROD/PIPE-DEPTH: 3.3  meters
 CF0200
 CF0200  HISTORY     - Date     Condition        Report By
 CF0200  HISTORY     - 1980     MONUMENTED       NGS
 CF0200
 CF0200                          STATION DESCRIPTION
 CF0200
 CF0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0200'1.8 KM NW FROM PEARCE.
 CF0200'1.8 KILOMETERS (1.15 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CF0200'THE POST OFFICE IN PEARCE, 0.55 KILOMETER (0.35 MILE) NORTHWEST
 CF0200'OF HIGHWAY MILEPOST 49, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF
 CF0200'IRONWOOD ROAD, 14.9 METERS (49 FEET) NORTHEAST OF THE CENTERLINE
 CF0200'OF THE HIGHWAY, 7.8 METERS (26 FEET) NORTHWEST OF THE CENTER OF A
 CF0200'DIRT ROAD LEADING NORTHEAST, 3.2 METERS (10.5 FEET) NORTHWEST OF THE
 CF0200'SOUTHEAST END OF THE RIGHT-OF-WAY FENCE.
 CF0200'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0232 ***********************************************************************
 CF0232  DESIGNATION -  K 421
 CF0232  PID         -  CF0232
 CF0232  STATE/COUNTY-  AZ/COCHISE
 CF0232  USGS QUAD   -  MC NEAL (1986)
 CF0232
 CF0232                         *CURRENT SURVEY CONTROL
 CF0232  ___________________________________________________________________
 CF0232* NAD 83(1986)-  31 35 36.     (N)    109 40 10.     (W)     SCALED    
 CF0232* NAVD 88     -      1267.014  (meters)    4156.86   (feet)  ADJUSTED  
 CF0232  ___________________________________________________________________
 CF0232  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0232  DYNAMIC HT  -        1265.045 (meters)    4150.40  (feet)  COMP
 CF0232  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 CF0232
 CF0232  VERT ORDER  -  FIRST     CLASS II
 CF0232
 CF0232.The horizontal coordinates were scaled from a topographic map and have
 CF0232.an estimated accuracy of +/- 6 seconds.
 CF0232
 CF0232.The orthometric height was determined by differential leveling
 CF0232.and adjusted in June 1991.
 CF0232
 CF0232.The geoid height was determined by GEOID03.
 CF0232
 CF0232.The dynamic height is computed by dividing the NAVD 88
 CF0232.geopotential number by the normal gravity value computed on the
 CF0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0232.degrees latitude (g = 980.6199 gals.).
 CF0232
 CF0232.The modeled gravity was interpolated from observed gravity values.
 CF0232
 CF0232;                    North         East    Units  Estimated Accuracy
 CF0232;SPC AZ E     -    65,890.      260,550.      MT  (+/- 180 meters Scaled)
 CF0232
 CF0232                          SUPERSEDED SURVEY CONTROL
 CF0232
 CF0232.No superseded survey control is available for this station.
 CF0232
 CF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV262961(NAD 83)
 CF0232_MARKER: DB = BENCH MARK DISK
 CF0232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0232_SP_SET: STAINLESS STEEL ROD
 CF0232_STAMPING: K 421 1980
 CF0232_PROJECTION: FLUSH
 CF0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0232_ROD/PIPE-DEPTH: 3.0  meters
 CF0232
 CF0232  HISTORY     - Date     Condition        Report By
 CF0232  HISTORY     - 1980     MONUMENTED       NGS
 CF0232
 CF0232                          STATION DESCRIPTION
 CF0232
 CF0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0232'0.9 KM SOUTH FROM MCNEAL.
 CF0232'0.9 KILOMETER (0.55 MILE) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0232'THE POST OFFICE IN MCNEAL, 0.5 KILOMETER (0.3 MILE) SOUTH OF
 CF0232'DAVIS ROAD, 29.9 METERS (98 FEET) WEST OF THE CENTERLINE OF
 CF0232'THE HIGHWAY, 27.1 METERS (89 FEET) NORTH-NORTHWEST OF HIGHWAY
 CF0232'MILEPOST 18, 22.4 METERS (73.5 FEET) WEST OF THE NORTH END OF
 CF0232'A TRIPLE BOX CONCRETE CULVERT, 0.6 METER (2 FEET) NORTH OF
 CF0232'A WIRE FENCE, 0.4 METER (1.5 FEET) EAST OF THE RIGHT-OF-WAY
 CF0232'FENCE.
 CF0232'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0232'THE MARK IS 1.8 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1231 ***********************************************************************
 DV1231  DESIGNATION -  K 422
 DV1231  PID         -  DV1231
 DV1231  STATE/COUNTY-  AZ/MARICOPA
 DV1231  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV1231
 DV1231                         *CURRENT SURVEY CONTROL
 DV1231  ___________________________________________________________________
 DV1231* NAD 83(1986)-  33 01 10.     (N)    112 22 54.     (W)     SCALED    
 DV1231* NAVD 88     -       444.477  (meters)    1458.26   (feet)  ADJUSTED  
 DV1231  ___________________________________________________________________
 DV1231  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV1231  DYNAMIC HT  -         443.939 (meters)    1456.49  (feet)  COMP
 DV1231  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 DV1231
 DV1231  VERT ORDER  -  FIRST     CLASS II
 DV1231
 DV1231.The horizontal coordinates were scaled from a topographic map and have
 DV1231.an estimated accuracy of +/- 6 seconds.
 DV1231
 DV1231.The orthometric height was determined by differential leveling
 DV1231.and adjusted in June 1991.
 DV1231
 DV1231.The geoid height was determined by GEOID03.
 DV1231
 DV1231.The dynamic height is computed by dividing the NAVD 88
 DV1231.geopotential number by the normal gravity value computed on the
 DV1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1231.degrees latitude (g = 980.6199 gals.).
 DV1231
 DV1231.The modeled gravity was interpolated from observed gravity values.
 DV1231
 DV1231;                    North         East    Units  Estimated Accuracy
 DV1231;SPC AZ C     -   224,000.      169,920.      MT  (+/- 180 meters Scaled)
 DV1231
 DV1231                          SUPERSEDED SURVEY CONTROL
 DV1231
 DV1231.No superseded survey control is available for this station.
 DV1231
 DV1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB709542(NAD 83)
 DV1231_MARKER: DB = BENCH MARK DISK
 DV1231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1231_SP_SET: STAINLESS STEEL ROD
 DV1231_STAMPING: K 422 1980
 DV1231_PROJECTION: FLUSH
 DV1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1231+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV1231_ROD/PIPE-DEPTH: 5.8  meters
 DV1231
 DV1231  HISTORY     - Date     Condition        Report By
 DV1231  HISTORY     - 1980     MONUMENTED       NGS
 DV1231  HISTORY     - 19941202 GOOD             USPSQD
 DV1231  HISTORY     - 20070321 GOOD             GEOCAC
 DV1231
 DV1231                          STATION DESCRIPTION
 DV1231
 DV1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DV1231'10.9 KM SW FROM MOBILE.
 DV1231'10.9 KILOMETERS (6.8 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 DV1231'RAILROAD FROM THE ELEMENTARY SCHOOL IN MOBILE, 1.0 KILOMETER (0.6
 DV1231'MILE) SOUTHWEST OF RAILROAD MILE POLE 878, 0.5 KILOMETER (0.3 MILE)
 DV1231'SOUTHWEST OF RAILROAD SIGNAL POLE 8777, 0.7 KILOMETER (0.45 MILE)
 DV1231'NORTHEAST OF RAILROAD MILE POST 877, SET AT THE SOUTHEAST RAILROAD
 DV1231'RIGHT-OF-WAY, 29.3 METERS (96 FEET) SOUTHEAST OF THE SOUTHEAST RAIL,
 DV1231'2.7 METERS (9 FEET) SOUTHEAST OF A TELEGRAPH POLE AND 0.3 METER
 DV1231'(1 FOOT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DV1231'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DV1231'THE MARK IS 0.6 M BELOW TRACKS.
 DV1231
 DV1231                          STATION RECOVERY (1994)
 DV1231
 DV1231'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1231'RECOVERED IN GOOD CONDITION.
 DV1231
 DV1231                          STATION RECOVERY (2007)
 DV1231
 DV1231'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0882 ***********************************************************************
 CG0882  DESIGNATION -  K 423
 CG0882  PID         -  CG0882
 CG0882  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0882  USGS QUAD   -  RIO RICO (1981)
 CG0882
 CG0882                         *CURRENT SURVEY CONTROL
 CG0882  ___________________________________________________________________
 CG0882* NAD 83(1986)-  31 27 51.     (N)    110 59 39.     (W)     SCALED    
 CG0882* NAVD 88     -      1053.306  (meters)    3455.72   (feet)  ADJUSTED  
 CG0882  ___________________________________________________________________
 CG0882  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0882  DYNAMIC HT  -        1051.699 (meters)    3450.45  (feet)  COMP
 CG0882  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CG0882
 CG0882  VERT ORDER  -  FIRST     CLASS II
 CG0882
 CG0882.The horizontal coordinates were scaled from a topographic map and have
 CG0882.an estimated accuracy of +/- 6 seconds.
 CG0882
 CG0882.The orthometric height was determined by differential leveling
 CG0882.and adjusted in June 1991.
 CG0882
 CG0882.The geoid height was determined by GEOID03.
 CG0882
 CG0882.The dynamic height is computed by dividing the NAVD 88
 CG0882.geopotential number by the normal gravity value computed on the
 CG0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0882.degrees latitude (g = 980.6199 gals.).
 CG0882
 CG0882.The modeled gravity was interpolated from observed gravity values.
 CG0882
 CG0882;                    North         East    Units  Estimated Accuracy
 CG0882;SPC AZ C     -    51,830.      301,030.      MT  (+/- 180 meters Scaled)
 CG0882
 CG0882                          SUPERSEDED SURVEY CONTROL
 CG0882
 CG0882.No superseded survey control is available for this station.
 CG0882
 CG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV005810(NAD 83)
 CG0882_MARKER: DB = BENCH MARK DISK
 CG0882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0882_SP_SET: PIER
 CG0882_STAMPING: K 423 1980
 CG0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0882
 CG0882  HISTORY     - Date     Condition        Report By
 CG0882  HISTORY     - 1980     MONUMENTED       NGS
 CG0882  HISTORY     - 19981006 GOOD             USPSQD
 CG0882
 CG0882                          STATION DESCRIPTION
 CG0882
 CG0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0882'13.0 KM SE FROM TUMACACORI.
 CG0882'13.0 KILOMETERS (8.1 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0882'FROM THE INTERCHANGE AT TUMACACORI, AT THE RIO RICO DRIVE-CALABASAS
 CG0882'ROAD OVERPASS, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 CG0882'NORTHWESTERN OF TWO PIERS BETWEEN THE HIGHWAY LANES, 1.4 METERS
 CG0882'(4.8 FEET) ABOVE THE GROUND.
 CG0882'THE MARK IS 1 M ABOVE THE HIGHWAY.
 CG0882
 CG0882                          STATION RECOVERY (1998)
 CG0882
 CG0882'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1456 ***********************************************************************
 CZ1456  DESIGNATION -  K 424
 CZ1456  PID         -  CZ1456
 CZ1456  STATE/COUNTY-  AZ/PINAL
 CZ1456  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1456
 CZ1456                         *CURRENT SURVEY CONTROL
 CZ1456  ___________________________________________________________________
 CZ1456* NAD 83(1986)-  32 39 44.     (N)    111 24 43.     (W)     SCALED    
 CZ1456* NAVD 88     -       534.587  (meters)    1753.89   (feet)  ADJUSTED  
 CZ1456  ___________________________________________________________________
 CZ1456  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1456  DYNAMIC HT  -         533.905 (meters)    1751.65  (feet)  COMP
 CZ1456  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 CZ1456  OBS GRAVITY -     979,351.6   (mgal)                       GRAV_OBS
 CZ1456
 CZ1456  VERT ORDER  -  FIRST     CLASS II
 CZ1456
 CZ1456.The horizontal coordinates were scaled from a topographic map and have
 CZ1456.an estimated accuracy of +/- 6 seconds.
 CZ1456
 CZ1456.The orthometric height was determined by differential leveling
 CZ1456.and adjusted in November 1993.
 CZ1456
 CZ1456.The geoid height was determined by GEOID03.
 CZ1456
 CZ1456.The dynamic height is computed by dividing the NAVD 88
 CZ1456.geopotential number by the normal gravity value computed on the
 CZ1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1456.degrees latitude (g = 980.6199 gals.).
 CZ1456
 CZ1456.The modeled gravity was interpolated from observed gravity values.
 CZ1456.The observed gravity was obtained from relative gravimeter ties
 CZ1456.to the IGSN71 gravity network.
 CZ1456
 CZ1456;                    North         East    Units  Estimated Accuracy
 CZ1456;SPC AZ C     -   184,410.      260,700.      MT  (+/- 180 meters Scaled)
 CZ1456
 CZ1456                          SUPERSEDED SURVEY CONTROL
 CZ1456
 CZ1456  NAVD 88 (06/15/91)  534.626  (m)         1754.02   (f) UNKNOWN     1 2
 CZ1456
 CZ1456.Superseded values are not recommended for survey control.
 CZ1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1456.See file dsdata.txt to determine how the superseded data were derived.
 CZ1456
 CZ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB613139(NAD 83)
 CZ1456_MARKER: DV = VERTICAL CONTROL DISK
 CZ1456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1456_SP_SET: STAINLESS STEEL ROD
 CZ1456_STAMPING: K 424 1980
 CZ1456_MARK LOGO: NGS   
 CZ1456_PROJECTION: FLUSH
 CZ1456_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1456+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 CZ1456_ROD/PIPE-DEPTH: 7.6  meters
 CZ1456
 CZ1456  HISTORY     - Date     Condition        Report By
 CZ1456  HISTORY     - 1980     MONUMENTED       NGS
 CZ1456  HISTORY     - 1984     GOOD             NGS
 CZ1456  HISTORY     - 19911205 GOOD             NGS
 CZ1456  HISTORY     - 20030507 GOOD             NGS
 CZ1456  HISTORY     - 20050505 GOOD             NGS
 CZ1456
 CZ1456                          STATION DESCRIPTION
 CZ1456
 CZ1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1456'40.2 KM SE FROM CASA GRANDE.
 CZ1456'THE MARK IS 0.4 M BELOW THE TRACKS.
 CZ1456'40.2 KILOMETERS (25.0 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1456'RAILROAD FROM THE STATION AT CASA GRANDE, 26.6 METERS (87 FEET)
 CZ1456'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACKS, 48.8 METERS
 CZ1456'(160 FEET) WEST OF THE WEST CORNER OF RAILROAD BRIDGE 943.66,
 CZ1456'12.6 METERS (41.5 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE
 CZ1456'ROAD AND 2.8 METERS (9 FEET) NORTHWEST OF THE SECOND TELEPHONE POLE
 CZ1456'NORTHWEST OF THE RAILROAD BRIDGE AND IN LINE WITH THE NORTHEAST
 CZ1456'POLES.
 CZ1456'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1456
 CZ1456                          STATION RECOVERY (1984)
 CZ1456
 CZ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1456'RECOVERED IN GOOD CONDITION.
 CZ1456
 CZ1456                          STATION RECOVERY (1991)
 CZ1456
 CZ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1456'9.9 KM (6.15 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1456'POST OFFICE IN PICACHO, 48.6 M (159.4 FT) WEST OF THE WEST CORNER OF
 CZ1456'SOUTHERN PACIFIC RAILROAD BRIDGE NUMBER 943.66, 22.2 M (72.8 FT)
 CZ1456'SOUTHWEST OF THE NEAR RAIL, 12.7 M (41.7 FT) NORTHEAST OF THE ROAD
 CZ1456'CENTERLINE, 2.7 M (8.9 FT) NORTHWEST OF A UTILITY POLE, 0.6 M (2.0
 CZ1456'FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 CZ1456'OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 CZ1456'FLUSH WITH THE GROUND SURFACE.
 CZ1456
 CZ1456                          STATION RECOVERY (2003)
 CZ1456
 CZ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1456'RECOVERED IN GOOD CONDITION.
 CZ1456
 CZ1456                          STATION RECOVERY (2005)
 CZ1456
 CZ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CZ1456'DUE TO SUBSIDENCE OF SURFACE SOILS (AND THUS MARK COLLAR), DISK SITS
 CZ1456'TOO HIGH FOR PVC PIPE CAP TO BE SCREWED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0432 ***********************************************************************
 DT0432  DESIGNATION -  K 43
 DT0432  PID         -  DT0432
 DT0432  STATE/COUNTY-  AZ/NAVAJO
 DT0432  USGS QUAD   -  WHITERIVER (1984)
 DT0432
 DT0432                         *CURRENT SURVEY CONTROL
 DT0432  ___________________________________________________________________
 DT0432* NAD 83(1986)-  33 48 48.     (N)    109 59 10.     (W)     SCALED    
 DT0432* NAVD 88     -      1560.356  (meters)    5119.27   (feet)  ADJUSTED  
 DT0432  ___________________________________________________________________
 DT0432  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 DT0432  DYNAMIC HT  -        1558.088 (meters)    5111.83  (feet)  COMP
 DT0432  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 DT0432
 DT0432  VERT ORDER  -  FIRST     CLASS II
 DT0432
 DT0432.The horizontal coordinates were scaled from a topographic map and have
 DT0432.an estimated accuracy of +/- 6 seconds.
 DT0432
 DT0432.The orthometric height was determined by differential leveling
 DT0432.and adjusted in June 1991.
 DT0432
 DT0432.The geoid height was determined by GEOID03.
 DT0432
 DT0432.The dynamic height is computed by dividing the NAVD 88
 DT0432.geopotential number by the normal gravity value computed on the
 DT0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0432.degrees latitude (g = 980.6199 gals.).
 DT0432
 DT0432.The modeled gravity was interpolated from observed gravity values.
 DT0432
 DT0432;                    North         East    Units  Estimated Accuracy
 DT0432;SPC AZ E     -   311,970.      230,080.      MT  (+/- 180 meters Scaled)
 DT0432
 DT0432                          SUPERSEDED SURVEY CONTROL
 DT0432
 DT0432  NGVD 29 (??/??/92) 1559.631  (m)         5116.89   (f) ADJ UNCH    1 2
 DT0432
 DT0432.Superseded values are not recommended for survey control.
 DT0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0432.See file dsdata.txt to determine how the superseded data were derived.
 DT0432
 DT0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC938419(NAD 83)
 DT0432_MARKER: DB = BENCH MARK DISK
 DT0432_SETTING: 66 = SET IN ROCK OUTCROP
 DT0432_SP_SET: ROCK OUTCROP
 DT0432_STAMPING: K 43 1934
 DT0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0432+STABILITY: POSITION/ELEVATION WELL
 DT0432
 DT0432  HISTORY     - Date     Condition        Report By
 DT0432  HISTORY     - 1934     MONUMENTED       CGS
 DT0432  HISTORY     - 1979     GOOD             NGS
 DT0432
 DT0432                          STATION DESCRIPTION
 DT0432
 DT0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0432'2.0 MI SW FROM WHITERIVER.
 DT0432'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO
 DT0432'COUNTY, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET
 DT0432'SOUTHEAST OF AN ANGLE IN A FENCE LINE, AND IN THE TOP OF A LARGE ROCK
 DT0432'OUTCROP.  A STANDARD DISK, STAMPED K 43 1934.
 DT0432
 DT0432                          STATION RECOVERY (1979)
 DT0432
 DT0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0432'2.0 MILES SOUTHWESTERLY ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBE
 DT0432'HEADQUARTERS IN WHITERIVER, 66.1 FEET SOUTH OF UTILITY POLE NUMBER 49,
 DT0432'55.5 FEET SOUTHEAST OF A BARBED WIRE FENCE AND 37.5 FEET NORTHWEST OF
 DT0432'THE CENTERLINE OF THE HIGHWAY.
 DT0432'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0844 ***********************************************************************
 CG0844  DESIGNATION -  K 430
 CG0844  PID         -  CG0844
 CG0844  STATE/COUNTY-  AZ/COCHISE
 CG0844  USGS QUAD   -  BENSON (1983)
 CG0844
 CG0844                         *CURRENT SURVEY CONTROL
 CG0844  ___________________________________________________________________
 CG0844* NAD 83(2007)-  31 57 49.27801(N)    110 20 47.76321(W)     ADJUSTED  
 CG0844* NAVD 88     -      1231.644  (meters)    4040.82   (feet)  ADJUSTED  
 CG0844  ___________________________________________________________________
 CG0844  EPOCH DATE  -        2007.00
 CG0844  X           -  -1,883,555.766 (meters)                     COMP
 CG0844  Y           -  -5,079,213.027 (meters)                     COMP
 CG0844  Z           -   3,357,653.389 (meters)                     COMP
 CG0844  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CG0844  ELLIP HEIGHT-        1203.807 (meters)          (04/15/08) ADJUSTED
 CG0844  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0844  DYNAMIC HT  -        1229.791 (meters)    4034.74  (feet)  COMP
 CG0844  MODELED GRAV-     979,092.2   (mgal)                       NAVD 88
 CG0844  OBS GRAVITY -     979,088.9   (mgal)                       GRAV_OBS
 CG0844
 CG0844  HORZ ORDER  -  FIRST
 CG0844  VERT ORDER  -  FIRST     CLASS II
 CG0844  ELLP ORDER  -  THIRD     CLASS I
 CG0844
 CG0844.The horizontal coordinates were established by GPS observations
 CG0844.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 CG0844
 CG0844.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0844.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0844.The horizontal coordinates are valid at the epoch date displayed above.
 CG0844.The epoch date for horizontal control is a decimal equivalence
 CG0844.of Year/Month/Day.
 CG0844
 CG0844.The orthometric height was determined by differential leveling
 CG0844.and adjusted in June 1991.
 CG0844
 CG0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0844
 CG0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0844
 CG0844.The ellipsoidal height was determined by GPS observations
 CG0844.and is referenced to NAD 83.
 CG0844
 CG0844.The geoid height was determined by GEOID03.
 CG0844
 CG0844.The dynamic height is computed by dividing the NAVD 88
 CG0844.geopotential number by the normal gravity value computed on the
 CG0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0844.degrees latitude (g = 980.6199 gals.).
 CG0844
 CG0844.The modeled gravity was interpolated from observed gravity values.
 CG0844.The observed gravity was obtained from relative gravimeter ties
 CG0844.to the IGSN71 gravity network.
 CG0844
 CG0844;                    North         East     Units Scale Factor Converg.
 CG0844;SPC AZ E     -   106,855.090   196,352.441   MT  0.99990357   -0 05 42.9
 CG0844;SPC AZ E     -   350,574.44    644,200.92   iFT  0.99990357   -0 05 42.9
 CG0844;UTM  12      - 3,536,597.205   561,741.941   MT  0.99964701   +0 20 45.3
 CG0844
 CG0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0844!SPC AZ E     -   0.99981102  x   0.99990357  =   0.99971460
 CG0844!UTM  12      -   0.99981102  x   0.99964701  =   0.99945809
 CG0844
 CG0844                          SUPERSEDED SURVEY CONTROL
 CG0844
 CG0844  NAVD 88 (04/15/08) 1231.64   (m)         4040.8    (f) LEVELING    3  
 CG0844
 CG0844.Superseded values are not recommended for survey control.
 CG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0844.See file dsdata.txt to determine how the superseded data were derived.
 CG0844
 CG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6174236597(NAD 83)
 CG0844_MARKER: I = METAL ROD
 CG0844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0844_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0844_STAMPING: K 430 1979
 CG0844_PROJECTION: RECESSED 3 CENTIMETERS
 CG0844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0844+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2008
 CG0844_ROD/PIPE-DEPTH: 7.62 meters
 CG0844
 CG0844  HISTORY     - Date     Condition        Report By
 CG0844  HISTORY     - 1979     MONUMENTED       NGS
 CG0844  HISTORY     - 20061209 GOOD             GEOCAC
 CG0844  HISTORY     - 20080317 GOOD             STANTI
 CG0844
 CG0844                          STATION DESCRIPTION
 CG0844
 CG0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0844'1.7 MI WEST FROM BENSON.
 CG0844'1.7 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0844'OVERPASS AT BENSON, AT THE SOUTHWEST CORNER OF JUNCTION OF INTERSTATE
 CG0844'10 AND STATE HIGHWAY 90 BETWEEN THE OFF-RAMP AND THE FRONTAGE ROAD,
 CG0844'ON A SMALL KNOLL, 98 FEET SOUTH OF THE CENTERLINE OF THE INTERSTATE
 CG0844'10 OFF-RAMP, 115 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 90,
 CG0844'76 FEET NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD AND 5 FEET EAST
 CG0844'OF A WIRE FENCE.
 CG0844'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CG0844'THE MARK IS 6 FT ABOVE HIGHWAY 90 CENTERLINE.
 CG0844
 CG0844                          STATION RECOVERY (2006)
 CG0844
 CG0844'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0844'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE COVER IS BROKEN OFF,
 CG0844'BUT STILL PRESENT.
 CG0844
 CG0844                          STATION RECOVERY (2008)
 CG0844
 CG0844'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (KRJ)
 CG0844'RECOVERED AS DESCRIBED IN GOOD CONDITION.  HH2 GPS POSITION IS
 CG0844'N315749.3 W1102047.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0675 ***********************************************************************
 CY0675  DESIGNATION -  K 431
 CY0675  PID         -  CY0675
 CY0675  STATE/COUNTY-  AZ/COCHISE
 CY0675  USGS QUAD   -  BOWIE (1974)
 CY0675
 CY0675                         *CURRENT SURVEY CONTROL
 CY0675  ___________________________________________________________________
 CY0675* NAD 83(1986)-  32 19 38.     (N)    109 29 12.     (W)     SCALED    
 CY0675* NAVD 88     -      1149.516  (meters)    3771.37   (feet)  ADJUSTED  
 CY0675  ___________________________________________________________________
 CY0675  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0675  DYNAMIC HT  -        1147.823 (meters)    3765.82  (feet)  COMP
 CY0675  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 CY0675
 CY0675  VERT ORDER  -  FIRST     CLASS II
 CY0675
 CY0675.The horizontal coordinates were scaled from a topographic map and have
 CY0675.an estimated accuracy of +/- 6 seconds.
 CY0675
 CY0675.The orthometric height was determined by differential leveling
 CY0675.and adjusted in June 1991.
 CY0675
 CY0675.The geoid height was determined by GEOID03.
 CY0675
 CY0675.The dynamic height is computed by dividing the NAVD 88
 CY0675.geopotential number by the normal gravity value computed on the
 CY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0675.degrees latitude (g = 980.6199 gals.).
 CY0675
 CY0675.The modeled gravity was interpolated from observed gravity values.
 CY0675
 CY0675;                    North         East    Units  Estimated Accuracy
 CY0675;SPC AZ E     -   147,350.      277,380.      MT  (+/- 180 meters Scaled)
 CY0675
 CY0675                          SUPERSEDED SURVEY CONTROL
 CY0675
 CY0675.No superseded survey control is available for this station.
 CY0675
 CY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA424777(NAD 83)
 CY0675_MARKER: DB = BENCH MARK DISK
 CY0675_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CY0675_SP_SET: BUILDING
 CY0675_STAMPING: K 431 1979
 CY0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0675+STABILITY: POSITION/ELEVATION WELL
 CY0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CY0675+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0675
 CY0675  HISTORY     - Date     Condition        Report By
 CY0675  HISTORY     - 1979     MONUMENTED       NGS
 CY0675  HISTORY     - 20081010 GOOD             GEOCAC
 CY0675
 CY0675                          STATION DESCRIPTION
 CY0675
 CY0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0675'IN BOWIE.
 CY0675'SET VERTICALLY IN THE NORTHEAST CORNER OF THE BOWIE HIGH SCHOOL
 CY0675'BUILDING JUST BELOW THE WHITE MARBLE INSCRIBED STONE READING BOWIE
 CY0675'HIGH SCHOOL, 24.6 METERS (82 FEET) SOUTHEAST OF A FLAG POLE,
 CY0675'17.6 METERS (58 FEET) EAST OF THE CENTER OF THE MAIN ENTRANCE TO
 CY0675'THE SCHOOL AND 17.6 METERS (58 FEET) SOUTH OF THE MOST SOUTHERLY ONE
 CY0675'OF A ROW OF COTTOWOOD TREES.
 CY0675'THE MARK IS 0.4 M ABOVE GROUND.
 CY0675
 CY0675                          STATION RECOVERY (2008)
 CY0675
 CY0675'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0675'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0675'19.523' W109  29.376'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0690 ***********************************************************************
 CY0690  DESIGNATION -  K 436
 CY0690  PID         -  CY0690
 CY0690  STATE/COUNTY-  AZ/GRAHAM
 CY0690  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0690
 CY0690                         *CURRENT SURVEY CONTROL
 CY0690  ___________________________________________________________________
 CY0690* NAD 83(1986)-  32 30 17.     (N)    109 40 28.     (W)     SCALED    
 CY0690* NAVD 88     -      1348.495  (meters)    4424.19   (feet)  ADJUSTED  
 CY0690  ___________________________________________________________________
 CY0690  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CY0690  DYNAMIC HT  -        1346.498 (meters)    4417.64  (feet)  COMP
 CY0690  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 CY0690
 CY0690  VERT ORDER  -  FIRST     CLASS II
 CY0690
 CY0690.The horizontal coordinates were scaled from a topographic map and have
 CY0690.an estimated accuracy of +/- 6 seconds.
 CY0690
 CY0690.The orthometric height was determined by differential leveling
 CY0690.and adjusted in June 1991.
 CY0690
 CY0690.The geoid height was determined by GEOID03.
 CY0690
 CY0690.The dynamic height is computed by dividing the NAVD 88
 CY0690.geopotential number by the normal gravity value computed on the
 CY0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0690.degrees latitude (g = 980.6199 gals.).
 CY0690
 CY0690.The modeled gravity was interpolated from observed gravity values.
 CY0690
 CY0690;                    North         East    Units  Estimated Accuracy
 CY0690;SPC AZ E     -   166,940.      259,610.      MT  (+/- 180 meters Scaled)
 CY0690
 CY0690                          SUPERSEDED SURVEY CONTROL
 CY0690
 CY0690.No superseded survey control is available for this station.
 CY0690
 CY0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA245971(NAD 83)
 CY0690_MARKER: DB = BENCH MARK DISK
 CY0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0690_SP_SET: STAINLESS STEEL ROD
 CY0690_STAMPING: K 436 1979
 CY0690_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0690_ROD/PIPE-DEPTH: 3.05 meters
 CY0690
 CY0690  HISTORY     - Date     Condition        Report By
 CY0690  HISTORY     - 1979     MONUMENTED       NGS
 CY0690
 CY0690                          STATION DESCRIPTION
 CY0690
 CY0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0690'22.9 MI SOUTH FROM SAFFORD.
 CY0690'22.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0690'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 98, ACROSS THE
 CY0690'HIGHWAY FROM A DIRT PULL-OUT, 98 FEET WEST OF THE CENTERLINE OF THE
 CY0690'HIGHWAY, 190 FEET NORTHWEST OF THE WEST END OF A 48-INCH CORRUGATED
 CY0690'METAL PIPE CULVERT UNDER THE HIGHWAY AND 1.5 FEET EAST OF THE RIGHT-
 CY0690'OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0690'THE MARK IS 3 FT  S FROM A WITNESS POST.
 CY0690'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1151 ***********************************************************************
 DU1151  DESIGNATION -  K 437
 DU1151  PID         -  DU1151
 DU1151  STATE/COUNTY-  AZ/GILA
 DU1151  USGS QUAD   -  BUCKET MTN (1965)
 DU1151
 DU1151                         *CURRENT SURVEY CONTROL
 DU1151  ___________________________________________________________________
 DU1151* NAD 83(1986)-  33 20 45.     (N)    110 37 16.     (W)     SCALED    
 DU1151* NAVD 88     -       974.910  (meters)    3198.52   (feet)  ADJUSTED  
 DU1151  ___________________________________________________________________
 DU1151  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DU1151  DYNAMIC HT  -         973.593 (meters)    3194.20  (feet)  COMP
 DU1151  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 DU1151
 DU1151  VERT ORDER  -  FIRST     CLASS II
 DU1151
 DU1151.The horizontal coordinates were scaled from a topographic map and have
 DU1151.an estimated accuracy of +/- 6 seconds.
 DU1151
 DU1151.The orthometric height was determined by differential leveling
 DU1151.and adjusted in June 1991.
 DU1151
 DU1151.The geoid height was determined by GEOID03.
 DU1151
 DU1151.The dynamic height is computed by dividing the NAVD 88
 DU1151.geopotential number by the normal gravity value computed on the
 DU1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1151.degrees latitude (g = 980.6199 gals.).
 DU1151
 DU1151.The modeled gravity was interpolated from observed gravity values.
 DU1151
 DU1151;                    North         East    Units  Estimated Accuracy
 DU1151;SPC AZ E     -   260,200.      171,060.      MT  (+/- 180 meters Scaled)
 DU1151
 DU1151                          SUPERSEDED SURVEY CONTROL
 DU1151
 DU1151.No superseded survey control is available for this station.
 DU1151
 DU1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB352896(NAD 83)
 DU1151_MARKER: DB = BENCH MARK DISK
 DU1151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1151_SP_SET: STAINLESS STEEL ROD
 DU1151_STAMPING: K 437 1979
 DU1151_PROJECTION: FLUSH
 DU1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1151+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1151_ROD/PIPE-DEPTH: 1.5  meters
 DU1151
 DU1151  HISTORY     - Date     Condition        Report By
 DU1151  HISTORY     - 1979     MONUMENTED       NGS
 DU1151  HISTORY     - 20081008 GOOD             GEOCAC
 DU1151
 DU1151                          STATION DESCRIPTION
 DU1151
 DU1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1151'15.2 KM SE FROM GLOBE.
 DU1151'15.2 KILOMETERS (9.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1151'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.3 KILOMETER (0.2 MILE)
 DU1151'SOUTHEAST OF HIGHWAY MILE POST 261, AT THE NORTHWEST END OF A HIGHWAY
 DU1151'CUT, 30.5 METERS (99 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU1151'3.5 METERS (11.5 FEET) SOUTHEAST OF THE SOUTHEAST END OF A GATE IN
 DU1151'THE RIGHT-OF-WAY FENCE AND 0.6 METER (2 FEET) NORTHEAST OF THE
 DU1151'FENCE.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED IN SANDSTONE
 DU1151'BEDROCK FORMATION.
 DU1151'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1151'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1151
 DU1151                          STATION RECOVERY (2008)
 DU1151
 DU1151'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1151'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1151'20.742' W110  37.246'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1119 ***********************************************************************
 DU1119  DESIGNATION -  K 438
 DU1119  PID         -  DU1119
 DU1119  STATE/COUNTY-  AZ/GRAHAM
 DU1119  USGS QUAD   -  CALVA (1989)
 DU1119
 DU1119                         *CURRENT SURVEY CONTROL
 DU1119  ___________________________________________________________________
 DU1119* NAD 83(1986)-  33 12 56.     (N)    110 12 48.     (W)     SCALED    
 DU1119* NAVD 88     -       838.832  (meters)    2752.07   (feet)  ADJUSTED  
 DU1119  ___________________________________________________________________
 DU1119  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU1119  DYNAMIC HT  -         837.694 (meters)    2748.33  (feet)  COMP
 DU1119  MODELED GRAV-     979,254.1   (mgal)                       NAVD 88
 DU1119
 DU1119  VERT ORDER  -  FIRST     CLASS II
 DU1119
 DU1119.The horizontal coordinates were scaled from a topographic map and have
 DU1119.an estimated accuracy of +/- 6 seconds.
 DU1119
 DU1119.The orthometric height was determined by differential leveling
 DU1119.and adjusted in June 1991.
 DU1119
 DU1119.The geoid height was determined by GEOID03.
 DU1119
 DU1119.The dynamic height is computed by dividing the NAVD 88
 DU1119.geopotential number by the normal gravity value computed on the
 DU1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1119.degrees latitude (g = 980.6199 gals.).
 DU1119
 DU1119.The modeled gravity was interpolated from observed gravity values.
 DU1119
 DU1119;                    North         East    Units  Estimated Accuracy
 DU1119;SPC AZ E     -   245,660.      209,010.      MT  (+/- 180 meters Scaled)
 DU1119
 DU1119                          SUPERSEDED SURVEY CONTROL
 DU1119
 DU1119.No superseded survey control is available for this station.
 DU1119
 DU1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB733754(NAD 83)
 DU1119_MARKER: DB = BENCH MARK DISK
 DU1119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1119_SP_SET: STAINLESS STEEL ROD
 DU1119_STAMPING: K 438 1979
 DU1119_PROJECTION: FLUSH
 DU1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1119_ROD/PIPE-DEPTH: 2.7  meters
 DU1119
 DU1119  HISTORY     - Date     Condition        Report By
 DU1119  HISTORY     - 1979     MONUMENTED       NGS
 DU1119
 DU1119                          STATION DESCRIPTION
 DU1119
 DU1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1119'15.1 KM NW FROM BYLAS.
 DU1119'15.1 KILOMETERS (9.35 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1119'POST OFFICE IN BYLAS, 0.25 KILOMETER (0.15 MILE) NORTHWEST OF
 DU1119'HIGHWAY MILE POST 287, 30.9 METERS (101 FEET) SOUTHWEST OF THE
 DU1119'CENTERLINE OF THE HIGHWAY, 20.4 METERS (67 FEET) SOUTHEAST OF THE
 DU1119'CENTERLINE OF THE ENTRANCE TO A STATE HIGHWAY GRAVEL PIT AND 0.3
 DU1119'METER (1 FOOT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  THE ROD WAS
 DU1119'DRIVEN TO REFUSAL.
 DU1119'THE MARK IS 2 METERS  NW FROM A WITNESS POST.
 DU1119'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0731 ***********************************************************************
 CY0731  DESIGNATION -  K 439
 CY0731  PID         -  CY0731
 CY0731  STATE/COUNTY-  AZ/GRAHAM
 CY0731  USGS QUAD   -  THATCHER (1985)
 CY0731
 CY0731                         *CURRENT SURVEY CONTROL
 CY0731  ___________________________________________________________________
 CY0731* NAD 83(1986)-  32 51 47.     (N)    109 47 18.     (W)     SCALED    
 CY0731* NAVD 88     -       881.300  (meters)    2891.40   (feet)  ADJUSTED  
 CY0731  ___________________________________________________________________
 CY0731  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0731  DYNAMIC HT  -         880.067 (meters)    2887.35  (feet)  COMP
 CY0731  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 CY0731
 CY0731  VERT ORDER  -  FIRST     CLASS II
 CY0731
 CY0731.The horizontal coordinates were scaled from a topographic map and have
 CY0731.an estimated accuracy of +/- 6 seconds.
 CY0731
 CY0731.The orthometric height was determined by differential leveling
 CY0731.and adjusted in June 1991.
 CY0731
 CY0731.The geoid height was determined by GEOID03.
 CY0731
 CY0731.The dynamic height is computed by dividing the NAVD 88
 CY0731.geopotential number by the normal gravity value computed on the
 CY0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0731.degrees latitude (g = 980.6199 gals.).
 CY0731
 CY0731.The modeled gravity was interpolated from observed gravity values.
 CY0731
 CY0731;                    North         East    Units  Estimated Accuracy
 CY0731;SPC AZ E     -   206,630.      248,770.      MT  (+/- 180 meters Scaled)
 CY0731
 CY0731                          SUPERSEDED SURVEY CONTROL
 CY0731
 CY0731.No superseded survey control is available for this station.
 CY0731
 CY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB133367(NAD 83)
 CY0731_MARKER: DB = BENCH MARK DISK
 CY0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0731_SP_SET: STAINLESS STEEL ROD
 CY0731_STAMPING: K 439 1979
 CY0731_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0731_ROD/PIPE-DEPTH: 9.14 meters
 CY0731
 CY0731  HISTORY     - Date     Condition        Report By
 CY0731  HISTORY     - 1979     MONUMENTED       NGS
 CY0731
 CY0731                          STATION DESCRIPTION
 CY0731
 CY0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0731'3.2 MI SE FROM PIMA.
 CY0731'3.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0731'PIMA, ON THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY, 151 FEET
 CY0731'SOUTHEAST ALONG THE HIGHWAY FROM MILE POST 334, 42.5 FEET SOUTHWEST
 CY0731'OF THE SOUTHWEST RAIL, 22 FEET SOUTHEAST OF THE NORTHWEST CORNER POST
 CY0731'IN THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTHEAST OF THE RAILROAD
 CY0731'RIGHT-OF-WAY FENCE.
 CY0731'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0731'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0023 ***********************************************************************
 DU0023  DESIGNATION -  K 44
 DU0023  PID         -  DU0023
 DU0023  STATE/COUNTY-  AZ/GILA
 DU0023  USGS QUAD   -  SONTAG CREEK (1979)
 DU0023
 DU0023                         *CURRENT SURVEY CONTROL
 DU0023  ___________________________________________________________________
 DU0023* NAD 83(1986)-  33 36 20.     (N)    110 22 14.     (W)     SCALED    
 DU0023* NAVD 88     -      1758.482  (meters)    5769.29   (feet)  ADJUSTED  
 DU0023  ___________________________________________________________________
 DU0023  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DU0023  DYNAMIC HT  -        1755.902 (meters)    5760.82  (feet)  COMP
 DU0023  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 DU0023
 DU0023  VERT ORDER  -  FIRST     CLASS II
 DU0023
 DU0023.The horizontal coordinates were scaled from a topographic map and have
 DU0023.an estimated accuracy of +/- 6 seconds.
 DU0023
 DU0023.The orthometric height was determined by differential leveling
 DU0023.and adjusted in June 1991.
 DU0023
 DU0023.The geoid height was determined by GEOID03.
 DU0023
 DU0023.The dynamic height is computed by dividing the NAVD 88
 DU0023.geopotential number by the normal gravity value computed on the
 DU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0023.degrees latitude (g = 980.6199 gals.).
 DU0023
 DU0023.The modeled gravity was interpolated from observed gravity values.
 DU0023
 DU0023;                    North         East    Units  Estimated Accuracy
 DU0023;SPC AZ E     -   288,930.      194,440.      MT  (+/- 180 meters Scaled)
 DU0023
 DU0023                          SUPERSEDED SURVEY CONTROL
 DU0023
 DU0023  NGVD 29 (??/??/92) 1757.780  (m)         5766.98   (f) ADJ UNCH    1 2
 DU0023
 DU0023.Superseded values are not recommended for survey control.
 DU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0023.See file dsdata.txt to determine how the superseded data were derived.
 DU0023
 DU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC583186(NAD 83)
 DU0023_MARKER: DB = BENCH MARK DISK
 DU0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0023_STAMPING: K 44 1934
 DU0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0023+STABILITY: SURFACE MOTION
 DU0023
 DU0023  HISTORY     - Date     Condition        Report By
 DU0023  HISTORY     - 1934     MONUMENTED       CGS
 DU0023
 DU0023                          STATION DESCRIPTION
 DU0023
 DU0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0023'26.5 MI NE FROM SAN CARLOS.
 DU0023'26.5 MILES NORTHEAST ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA
 DU0023'COUNTY, 2.1 MILES NORTHEAST OF HILL TOP STATION, ON A SMALL FLAT, 25
 DU0023'YARDS EAST OF A WASH, 54 FEET SOUTHWEST OF A WOODEN DRAIN, AND 30 FEET
 DU0023'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 44
 DU0023'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0007 ***********************************************************************
 ES0007  DESIGNATION -  K 45
 ES0007  PID         -  ES0007
 ES0007  STATE/COUNTY-  AZ/NAVAJO
 ES0007  USGS QUAD   -  SECOND KNOLLS (1970)
 ES0007
 ES0007                         *CURRENT SURVEY CONTROL
 ES0007  ___________________________________________________________________
 ES0007* NAD 83(1986)-  34 37 28.     (N)    110 08 54.     (W)     SCALED    
 ES0007* NAVD 88     -      1733.244  (meters)    5686.48   (feet)  ADJUSTED  
 ES0007  ___________________________________________________________________
 ES0007  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0007  DYNAMIC HT  -        1730.787 (meters)    5678.42  (feet)  COMP
 ES0007  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 ES0007
 ES0007  VERT ORDER  -  FIRST     CLASS II
 ES0007
 ES0007.The horizontal coordinates were scaled from a topographic map and have
 ES0007.an estimated accuracy of +/- 6 seconds.
 ES0007
 ES0007.The orthometric height was determined by differential leveling
 ES0007.and adjusted in June 1991.
 ES0007
 ES0007.The geoid height was determined by GEOID03.
 ES0007
 ES0007.The dynamic height is computed by dividing the NAVD 88
 ES0007.geopotential number by the normal gravity value computed on the
 ES0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0007.degrees latitude (g = 980.6199 gals.).
 ES0007
 ES0007.The modeled gravity was interpolated from observed gravity values.
 ES0007
 ES0007;                    North         East    Units  Estimated Accuracy
 ES0007;SPC AZ E     -   401,920.      215,040.      MT  (+/- 180 meters Scaled)
 ES0007
 ES0007                          SUPERSEDED SURVEY CONTROL
 ES0007
 ES0007  NGVD 29 (??/??/92) 1732.384  (m)         5683.66   (f) ADJ UNCH    1 2
 ES0007
 ES0007.Superseded values are not recommended for survey control.
 ES0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0007.See file dsdata.txt to determine how the superseded data were derived.
 ES0007
 ES0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD780317(NAD 83)
 ES0007_MARKER: DB = BENCH MARK DISK
 ES0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0007_STAMPING: K-45 1934
 ES0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0007+STABILITY: SURFACE MOTION
 ES0007
 ES0007  HISTORY     - Date     Condition        Report By
 ES0007  HISTORY     - 1934     MONUMENTED       CGS
 ES0007  HISTORY     - 1970     MARK NOT FOUND   USGS
 ES0007  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0007
 ES0007                          STATION DESCRIPTION
 ES0007
 ES0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0007'12.8 MI N FROM SNOW FLAKE.
 ES0007'12.8 MILES NORTH OF, ALONG APACHE RAILROAD.  1 POLE SOUTH OF PIPE
 ES0007'CULVERT.  43 FT. EAST OF CENTER LINE OF TRACK.  ACROSS TRACK FROM MILE
 ES0007'POST NO. 22.  CONCRETE POST 10 INCHES ABOVE THE GROUND.
 ES0007
 ES0007                          STATION RECOVERY (1970)
 ES0007
 ES0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0007'MARK NOT FOUND.
 ES0007
 ES0007                          STATION RECOVERY (1983)
 ES0007
 ES0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0269 ***********************************************************************
 ER0269  DESIGNATION -  K 46
 ER0269  PID         -  ER0269
 ER0269  STATE/COUNTY-  AZ/NAVAJO
 ER0269  USGS QUAD   -  INDIAN PINE (1977)
 ER0269
 ER0269                         *CURRENT SURVEY CONTROL
 ER0269  ___________________________________________________________________
 ER0269* NAD 83(1986)-  34 06 53.     (N)    109 53 26.     (W)     SCALED    
 ER0269* NAVD 88     -      2200.421  (meters)    7219.21   (feet)  ADJUSTED  
 ER0269  ___________________________________________________________________
 ER0269  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 ER0269  DYNAMIC HT  -        2197.021 (meters)    7208.06  (feet)  COMP
 ER0269  MODELED GRAV-     979,011.3   (mgal)                       NAVD 88
 ER0269
 ER0269  VERT ORDER  -  FIRST     CLASS II
 ER0269
 ER0269.The horizontal coordinates were scaled from a topographic map and have
 ER0269.an estimated accuracy of +/- 6 seconds.
 ER0269
 ER0269.The orthometric height was determined by differential leveling
 ER0269.and adjusted in June 1991.
 ER0269
 ER0269.The geoid height was determined by GEOID03.
 ER0269
 ER0269.The dynamic height is computed by dividing the NAVD 88
 ER0269.geopotential number by the normal gravity value computed on the
 ER0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0269.degrees latitude (g = 980.6199 gals.).
 ER0269
 ER0269.The modeled gravity was interpolated from observed gravity values.
 ER0269
 ER0269;                    North         East    Units  Estimated Accuracy
 ER0269;SPC AZ E     -   345,410.      238,830.      MT  (+/- 180 meters Scaled)
 ER0269
 ER0269                          SUPERSEDED SURVEY CONTROL
 ER0269
 ER0269  NGVD 29 (??/??/92) 2199.476  (m)         7216.11   (f) ADJ UNCH    1 2
 ER0269
 ER0269.Superseded values are not recommended for survey control.
 ER0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0269.See file dsdata.txt to determine how the superseded data were derived.
 ER0269
 ER0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC023754(NAD 83)
 ER0269_MARKER: DB = BENCH MARK DISK
 ER0269_SETTING: 66 = SET IN ROCK OUTCROP
 ER0269_SP_SET: OUTCROP
 ER0269_STAMPING: K 46 1934
 ER0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0269+STABILITY: POSITION/ELEVATION WELL
 ER0269
 ER0269  HISTORY     - Date     Condition        Report By
 ER0269  HISTORY     - 1934     MONUMENTED       CGS
 ER0269
 ER0269                          STATION DESCRIPTION
 ER0269
 ER0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0269'4.3 MI N FROM MC NARY.
 ER0269'4.3 MILES NORTH ALONG APACHE R.R. ALONG APACHE R.R., ABOUT 98 YDS.
 ER0269'NORTH OF SWITCH STAND AT FISHERS NO. SIDING, 95 FT. NORTH OF MILE
 ER0269'MARKER 68 ON PINE TREE, 82 FT. WEST OF CENTER LINE OF TRACK, 33 FT.
 ER0269'WEST OF STONE CAIRN, AND 12 FT. WEST OF TELEGRAPH LINE, IN BASALT
 ER0269'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1167 ***********************************************************************
 DA1167  DESIGNATION -  K 469
 DA1167  PID         -  DA1167
 DA1167  STATE/COUNTY-  AZ/MARICOPA
 DA1167  USGS QUAD   -  THEBA (1973)
 DA1167
 DA1167                         *CURRENT SURVEY CONTROL
 DA1167  ___________________________________________________________________
 DA1167* NAD 83(1986)-  32 55 16.     (N)    112 53 17.     (W)     SCALED    
 DA1167* NAVD 88     -       222.581  (meters)     730.25   (feet)  ADJUSTED  
 DA1167  ___________________________________________________________________
 DA1167  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA1167  DYNAMIC HT  -         222.323 (meters)     729.40  (feet)  COMP
 DA1167  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DA1167
 DA1167  VERT ORDER  -  FIRST     CLASS II
 DA1167
 DA1167.The horizontal coordinates were scaled from a topographic map and have
 DA1167.an estimated accuracy of +/- 6 seconds.
 DA1167
 DA1167.The orthometric height was determined by differential leveling
 DA1167.and adjusted in June 1991.
 DA1167
 DA1167.The geoid height was determined by GEOID03.
 DA1167
 DA1167.The dynamic height is computed by dividing the NAVD 88
 DA1167.geopotential number by the normal gravity value computed on the
 DA1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1167.degrees latitude (g = 980.6199 gals.).
 DA1167
 DA1167.The modeled gravity was interpolated from observed gravity values.
 DA1167
 DA1167;                    North         East    Units  Estimated Accuracy
 DA1167;SPC AZ C     -   213,420.      122,510.      MT  (+/- 180 meters Scaled)
 DA1167
 DA1167                          SUPERSEDED SURVEY CONTROL
 DA1167
 DA1167.No superseded survey control is available for this station.
 DA1167
 DA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB234441(NAD 83)
 DA1167_MARKER: I = METAL ROD
 DA1167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DA1167_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DA1167_STAMPING: K 469 1980
 DA1167_MARK LOGO: NGS   
 DA1167_PROJECTION: FLUSH
 DA1167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1167+STABILITY: POSITION/ELEVATION WELL
 DA1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1167+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA1167_ROD/PIPE-DEPTH: 9.8  meters
 DA1167_SLEEVE-DEPTH  : 8.5 meters
 DA1167
 DA1167  HISTORY     - Date     Condition        Report By
 DA1167  HISTORY     - 1980     MONUMENTED       NGS
 DA1167  HISTORY     - 20060128 GOOD             USPSQD
 DA1167  HISTORY     - 20060128 GOOD             USPSQD
 DA1167  HISTORY     - 20070626 GOOD             GEOCAC
 DA1167
 DA1167                          STATION DESCRIPTION
 DA1167
 DA1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1167'16.4 KM (10.2 MI) SW FROM GILA BEND.
 DA1167'16.4 KM (11.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1167'THE MARTIN AVENUE CROSSING IN GILA BEND, AT THE JUNCTION OF PALOMA
 DA1167'ROAD AND THE FRONTAGE ROAD, AT A POWER LINE CROSSING, SET ON THE
 DA1167'SOUTHEAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8 BETWEEN THE EAST-BOUND
 DA1167'OFF RAMP AND THE RIGHT-OF-WAY FENCE, 117.3 METERS (385 FT) NORTHWEST
 DA1167'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 26.8 METERS (88.0 FT)
 DA1167'SOUTHWEST OF THE CENTERLINE OF PALOMA ROAD, 22.9 METERS (75.0 FT)
 DA1167'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 7.2 METERS (23.5
 DA1167'FT) SOUTHEAST OF THE CENTERLINE OF A CATTLE GUARD ON THE OFF RAMP,
 DA1167'2.6 METERS (8.5 FT) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA1167'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA1167'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 DA1167
 DA1167                          STATION RECOVERY (2006)
 DA1167
 DA1167'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1167'RECOVERED AS DESCRIBED.
 DA1167
 DA1167                          STATION RECOVERY (2006)
 DA1167
 DA1167'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1167'RECOVERED AS DESCRIBED.
 DA1167
 DA1167                          STATION RECOVERY (2007)
 DA1167
 DA1167'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0235 ***********************************************************************
 ER0235  FBN         -  This is a Federal Base Network Control Station.
 ER0235  DESIGNATION -  K 47
 ER0235  PID         -  ER0235
 ER0235  STATE/COUNTY-  AZ/APACHE
 ER0235  USGS QUAD   -  SPRINGERVILLE NW (1968)
 ER0235
 ER0235                         *CURRENT SURVEY CONTROL
 ER0235  ___________________________________________________________________
 ER0235* NAD 83(2007)-  34 14 54.15936(N)    109 23 31.28140(W)     ADJUSTED  
 ER0235* NAVD 88     -      1978.188  (meters)    6490.11   (feet)  ADJUSTED  
 ER0235  ___________________________________________________________________
 ER0235  EPOCH DATE  -        2007.00
 ER0235  X           -  -1,752,924.370 (meters)                     COMP
 ER0235  Y           -  -4,979,911.518 (meters)                     COMP
 ER0235  Z           -   3,570,354.526 (meters)                     COMP
 ER0235  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ER0235  ELLIP HEIGHT-        1955.381 (meters)          (02/10/07) ADJUSTED
 ER0235  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 ER0235  DYNAMIC HT  -        1975.224 (meters)    6480.38  (feet)  COMP
 ER0235
 ER0235  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0235  Type    PID    Designation                      North   East  Ellip
 ER0235  -------------------------------------------------------------------
 ER0235  NETWORK ER0235 K 47                              0.41   0.39   1.23
 ER0235  -------------------------------------------------------------------
 ER0235  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 ER0235
 ER0235  VERT ORDER  -  SECOND    CLASS 0
 ER0235
 ER0235.The horizontal coordinates were established by GPS observations
 ER0235.and adjusted by the National Geodetic Survey in February 2007.
 ER0235
 ER0235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0235.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0235.The horizontal coordinates are valid at the epoch date displayed above.
 ER0235.The epoch date for horizontal control is a decimal equivalence
 ER0235.of Year/Month/Day.
 ER0235
 ER0235.The orthometric height was determined by differential leveling
 ER0235.and adjusted in June 1991.
 ER0235
 ER0235.Photographs are available for this station.
 ER0235
 ER0235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0235
 ER0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0235
 ER0235.The ellipsoidal height was determined by GPS observations
 ER0235.and is referenced to NAD 83.
 ER0235
 ER0235.The geoid height was determined by GEOID03.
 ER0235
 ER0235.The dynamic height is computed by dividing the NAVD 88
 ER0235.geopotential number by the normal gravity value computed on the
 ER0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0235.degrees latitude (g = 980.6199 gals.).
 ER0235
 ER0235.The modeled gravity was interpolated from observed gravity values.
 ER0235
 ER0235;                    North         East     Units Scale Factor Converg.
 ER0235;SPC AZ E     -   360,473.745   284,710.028   MT  0.99996273   +0 26 09.5
 ER0235;SPC AZ E     - 1,182,656.64    934,088.02   iFT  0.99996273   +0 26 09.5
 ER0235;UTM  12      - 3,790,865.631   648,066.822   MT  0.99987025   +0 54 18.4
 ER0235
 ER0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0235!SPC AZ E     -   0.99969314  x   0.99996273  =   0.99965588
 ER0235!UTM  12      -   0.99969314  x   0.99987025  =   0.99956343
 ER0235
 ER0235:                Primary Azimuth Mark                     Grid Az
 ER0235:SPC AZ E     -  K 47 AZ MK                               142 53 36.2
 ER0235:UTM  12      -  K 47 AZ MK                               142 25 27.3
 ER0235
 ER0235|---------------------------------------------------------------------|
 ER0235| PID    Reference Object                     Distance      Geod. Az  |
 ER0235|                                                           dddmmss.s |
 ER0235| CD1601 K 47 AZ MK                                         1431945.7 |
 ER0235| CD1602 K 47 RM 1                            10.469 METERS 23538     |
 ER0235| CD1603 K 47 RM 2                            21.771 METERS 32659     |
 ER0235|---------------------------------------------------------------------|
 ER0235
 ER0235                          SUPERSEDED SURVEY CONTROL
 ER0235
 ER0235  ELLIP H (09/30/99) 1955.383  (m)                       GP(       ) 3 1
 ER0235  NAD 83(1992)-  34 14 54.15802(N)    109 23 31.28771(W) AD(       ) B
 ER0235  NAD 83(1992)-  34 14 54.15950(N)    109 23 31.28093(W) AD(       ) A
 ER0235  ELLIP H (09/30/92) 1955.502  (m)                       GP(       ) 2 1
 ER0235  NAD 83(1986)-  34 14 54.15802(N)    109 23 31.28771(W) AD(       ) 2
 ER0235  NAD 27      -  34 14 53.99619(N)    109 23 28.96934(W) AD(       ) 2
 ER0235  NAVD 88 (09/30/92) 1978.19   (m)         6490.1    (f) LEVELING    3  
 ER0235  NGVD 29 (??/??/92) 1977.311  (m)         6487.23   (f) ADJ UNCH    2 0
 ER0235
 ER0235.Superseded values are not recommended for survey control.
 ER0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0235.See file dsdata.txt to determine how the superseded data were derived.
 ER0235
 ER0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4806790866(NAD 83)
 ER0235_MARKER: DB = BENCH MARK DISK
 ER0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0235_SP_SET: CONCRETE POST
 ER0235_STAMPING: K 47 1934
 ER0235_MARK LOGO: CGS   
 ER0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 ER0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0235+STABILITY: SURFACE MOTION
 ER0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0235+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1999
 ER0235
 ER0235  HISTORY     - Date     Condition        Report By
 ER0235  HISTORY     - 1934     MONUMENTED       CGS
 ER0235  HISTORY     - 1936     GOOD             CGS
 ER0235  HISTORY     - 1967     GOOD             CGS
 ER0235  HISTORY     - 1978     GOOD             AZDT
 ER0235  HISTORY     - 19920227 GOOD             NGS
 ER0235  HISTORY     - 19981119 GOOD             NGS
 ER0235  HISTORY     - 19990311 GOOD             NGS
 ER0235
 ER0235                          STATION DESCRIPTION
 ER0235
 ER0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0235'10.2 MI N FROM SPRINGERVILLE.
 ER0235'10.2 MILES NORTH ALONG U.S. HIGHWAY 260 FROM SPRINGERVILLE, APACHE
 ER0235'COUNTY, 1.5 MILES NORTH OF A CINDER CONE, 61 FEET WEST OF THE
 ER0235'CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF POLES, AND 6 FEET
 ER0235'EAST OF THE FENCE.  A STANDARD DISK, STAMPED K 47 1934 AND SET IN THE
 ER0235'TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.  NOTE-- THIS
 ER0235'MARK WAS USED AS A TRIANGULATION STATION.  NOTE-- TO REACH FROM THE
 ER0235'POST OFFICE AT SPRINGERVILLE, ARIZONA GO WEST ON U.S. HWYS. 60, 180
 ER0235'AND 666 FOR 3.5 MILES TO A HIGHWAY INTERSECTION.  AT THIS JUNCTION
 ER0235'U.S. HWYS. 180 AND 666 TURN NORTH.  CONTINUE ON WEST ON U.S. HWY. 60
 ER0235'FOR 1.3 MILES TO A JUNCTION WITH OLD HIGHWAY 260, TURN RIGHT ON TO OLD
 ER0235'HIGHWAY 260 AND FOLLOW IT FOR 5.6 MILES TO A LOW RISE ON WHICH BM IS
 ER0235'ESTABLISHED.  THE TABLET IS SET IN THE TOP OF A CONCRETE POST 61 FEET
 ER0235'WEST OF THE CENTER LINE OF OLD HIGHWAY.
 ER0235
 ER0235                          STATION RECOVERY (1936)
 ER0235
 ER0235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0235'THE STATION IS ABOUT 10 MILES NW OF SPRINGERVILLE ON W SIDE OF
 ER0235'U.S. HIGHWAY 260, REPORTED TO BE IN SECTION 30, BUT PROBABLY
 ER0235'IN SECTION 20, T. 10 N, R. 28 E, ABOUT 1.5 MILES N OF A CINDER
 ER0235'CONE, 60.7 FEET SW OF U.S. HIGHWAY 260, AND 5.38 FEET NE OF
 ER0235'FENCE LINE.
 ER0235'
 ER0235'STATION MARK IS A STANDARD BENCH MARK DISK SET IN TOP OF A 6-INCH
 ER0235'SQUARE CONCRETE POST.
 ER0235'
 ER0235'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE, AS
 ER0235'DESCRIBED.
 ER0235'
 ER0235'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE STANDARD DISKS
 ER0235'SET IN DRILL HOLES IN ROCK.
 ER0235'
 ER0235'REFERENCE MARK NO. 1 IS 34.36 FEET FROM THE STATION
 ER0235'S 55 DEG 37 MIN W.
 ER0235'
 ER0235'REFERENCE MARK NO. 2 IS 5 FEET NE OF A FENCE AND 71.45 FEET
 ER0235'FROM THE STATION N 33 DEG 01 MIN W.
 ER0235'
 ER0235'AZIMUTH MARK IS 25 PACES E OF THE CENTER OF U.S. HIGHWAY 260,
 ER0235'200 FEET N OF A CATTLE GUARD, IN A LARGE ROCK OUTCROP WHICH
 ER0235'PROJECTS ABOUT 2 FEET, AND APPROXIMATELY 1 MILE FROM THE STATION
 ER0235'S 36 DEG 40 MIN E.
 ER0235
 ER0235                          STATION RECOVERY (1967)
 ER0235
 ER0235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ER0235'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 ER0235'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ER0235'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 ER0235'
 ER0235'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60, 180
 ER0235'AND 666 (WHICH IS 5.0 MILES NORTH OF SPRINGERVILLE), GO WEST ON
 ER0235'U.S. HIGHWAY 60 FOR 1.3 MILES TO THE OLD HIGHWAY.  TURN RIGHT
 ER0235'AND GO NORTH-NORTHWEST ON THE OLD HIGHWAY FOR 3.9 MILES TO THE TOP
 ER0235'OF A SMALL RIDGE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ER0235'NORTHWEST ON THE OLD HIGHWAY FOR 1.5 MILES TO THE STATION
 ER0235'ON THE LEFT.
 ER0235'
 ER0235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MILES
 ER0235'NORTHWEST OF SPRINGERVILLE, ABOUT 2.5 MILES NORTH OF U.S.
 ER0235'HIGHWAY 60, 1.7 MILES EAST OF U.S. HIGHWAYS 180 AND 666
 ER0235'AND 5.0 MILES NORTHWEST OF JUNCTIONS 180-666 AND 60.
 ER0235
 ER0235                          STATION RECOVERY (1978)
 ER0235
 ER0235'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0235'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ER0235'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 ER0235'ANGLES TO MARKS CHECKED THE 1936 MEASUREMENTS.
 ER0235
 ER0235                          STATION RECOVERY (1992)
 ER0235
 ER0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ER0235'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTHWEST OF
 ER0235'SPRINGERVILLE, ON THE SOUTHWEST SIDE OF OLD U.S. HIGHWAY 260, NOW
 ER0235'COUNTY ROAD 4365, 8.1 KM (5.0 MI) NORTH OF U.S. HIGHWAY 60.
 ER0235'OWNERSHIP-APACHE COUNTY.
 ER0235'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180 AND
 ER0235'666, LOCATED ABOUT 8.1 KM (5.0 MI) NORTHWEST OF SPRINGERVILLE, GO
 ER0235'WEST ON U.S. HIGHWAY 60 FOR 2.4 KM (1.5 MI) TO A CATTLE GUARD AND
 ER0235'COUNTY ROAD 4365 ON THE RIGHT.  TURN RIGHT, PASS OVER CATTLE GUARD
 ER0235'AND GO NORTHWESTERLY, ON COUNTY ROAD 4365 (OLD U.S. HIGHWAY 260) FOR
 ER0235'6.45 KM (4.01 MI) TO THE TOP OF A SMALL RIDGE.  CONTINUE
 ER0235'NORTHWESTERLY ON COUNTY ROAD FOR 2.4 KM (1.5 MI) TO A CONCRTE CULVERT
 ER0235'UNDER THE ROAD.  CONTINUE NORTHWEST ON COUNTY ROAD FOR 0.16 KM
 ER0235'(0.10 MI) TO THE STATION ON THE LEFT, OVER THE RIGHT-OF-WAY FENCE.
 ER0235'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 ER0235'PROJECTING 15 CM ABOVE THE GROUND.  LOCATED 19.6 M (64.3 FT)
 ER0235'SOUTHWEST OF THE CENTER OF THE ROAD AND 3.0 M (9.8 FT) SOUTHWEST OF A
 ER0235'FENCELINE AND FIBERGLASS WITNESS POST.
 ER0235
 ER0235                          STATION RECOVERY (1998)
 ER0235
 ER0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ER0235'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF
 ER0235'SPRINGERVILLE, 12.07 KM (7.50 MI) NORTHWEST OF THE JUNCTION OF US
 ER0235'HIGHWAYS 60, 191 AND 180, ON THE SOUTHWEST SIDE OF A SINGLE LANE DIRT
 ER0235'ROAD LEADING NORTHWEST, 2.25 KM (1.40 MI) WEST OF THE JUNCTION OF US
 ER0235'HIGHWAYS 191 AND 60.  TO REACH THE STATION FROM THE JUNCTION OF US
 ER0235'HIGHWAYS 60, 191 AND 180, ABOUT 6.4 KM (3.95 MI) NORTHWEST OF
 ER0235'SPRINGERVILLE, GO WEST ON US HIGHWAY 60 FOR 2.25 KM (1.40 MI) TO THE
 ER0235'JUNCTION OF A GRAVELED-DIRT ROAD ON THE RIGHT WITH SIGN -PRIMITIVE
 ER0235'ROAD CAUTION USE AT YOUR OWN RISK THIS SURFACE IS NOT REGULARLY
 ER0235'MAINTAINED- (THIS ROAD IS 0.16 KM (0.10 MI) EAST OF HIGHWAY MILEPOST
 ER0235'383).  TURN RIGHT, NORTHWESTERLY ON THE SINGLE LANE ROAD PASSING OVER
 ER0235'A CATTLE GUARD AND GO 8.77 KM (5.45 MI) TO THE STATION ON THE LEFT, ON
 ER0235'THE SOUTHWEST SIDE OF A BARBED WIRE FENCE.  THE STATION PROJECTS 28 CM
 ER0235'ABOVE GROUND.  LOCATED 46.79 M (153.51 FT) NORTH-NORTHEAST OF POWER
 ER0235'POLE NUMBER 2, 18.44 M (60.50 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 ER0235'AND 3.44 M (11.29 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST IN FENCE
 ER0235'LINE.
 ER0235
 ER0235                          STATION RECOVERY (1999)
 ER0235
 ER0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 ER0235'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1190 ***********************************************************************
 DA1190  DESIGNATION -  K 470
 DA1190  PID         -  DA1190
 DA1190  STATE/COUNTY-  AZ/YUMA
 DA1190  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1190
 DA1190                         *CURRENT SURVEY CONTROL
 DA1190  ___________________________________________________________________
 DA1190* NAD 83(1986)-  32 43 47.     (N)    113 44 36.     (W)     SCALED    
 DA1190* NAVD 88     -       160.195  (meters)     525.57   (feet)  ADJUSTED  
 DA1190  ___________________________________________________________________
 DA1190  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1190  DYNAMIC HT  -         160.015 (meters)     524.98  (feet)  COMP
 DA1190  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DA1190
 DA1190  VERT ORDER  -  FIRST     CLASS II
 DA1190
 DA1190.The horizontal coordinates were scaled from a topographic map and have
 DA1190.an estimated accuracy of +/- 6 seconds.
 DA1190
 DA1190.The orthometric height was determined by differential leveling
 DA1190.and adjusted in June 1991.
 DA1190
 DA1190.The geoid height was determined by GEOID03.
 DA1190
 DA1190.The dynamic height is computed by dividing the NAVD 88
 DA1190.geopotential number by the normal gravity value computed on the
 DA1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1190.degrees latitude (g = 980.6199 gals.).
 DA1190
 DA1190.The modeled gravity was interpolated from observed gravity values.
 DA1190
 DA1190;                    North         East    Units  Estimated Accuracy
 DA1190;SPC AZ W     -   191,790.      213,990.      MT  (+/- 180 meters Scaled)
 DA1190
 DA1190                          SUPERSEDED SURVEY CONTROL
 DA1190
 DA1190.No superseded survey control is available for this station.
 DA1190
 DA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB429246(NAD 83)
 DA1190_MARKER: DB = BENCH MARK DISK
 DA1190_SETTING: 66 = SET IN ROCK OUTCROP
 DA1190_SP_SET: ROCK OUTCROP
 DA1190_STAMPING: K 470 1981
 DA1190_MARK LOGO: NGS   
 DA1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1190+STABILITY: POSITION/ELEVATION WELL
 DA1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA1190+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1190
 DA1190  HISTORY     - Date     Condition        Report By
 DA1190  HISTORY     - 1981     MONUMENTED       NGS
 DA1190  HISTORY     - 20090206 GOOD             GEOCAC
 DA1190
 DA1190                          STATION DESCRIPTION
 DA1190
 DA1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1190'20.2 KM (12.55 MI) NE FROM TACNA.
 DA1190'20.2 KM (12.55 MI) NORTHEAST ALONG U.S. HIGHWAY FROM THE POST OFFICE
 DA1190'IN TACNA, 0.3 KM (0.2 MI) SOUTHEAST OF HIGHWAY MILEPOST 57, 0.25 KM
 DA1190'(0.15 MI) NORTHWEST OF THE JUNCTION OF AVENUE 52E, SET IN TOP OF A
 DA1190'ROCK OUTCROP, AT THE NORTHEAST EDGE OF THE SOUTHEAST END OF A ROCK
 DA1190'CUT, 8.4 M (27.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.3 M
 DA1190'(30.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 DA1190'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA1190'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 DA1190
 DA1190                          STATION RECOVERY (2009)
 DA1190
 DA1190'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1190'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATE
 DA1190' COORDINATES OF N 32 43' 47.1 W 113 44' 35.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0819 ***********************************************************************
 ET0819  DESIGNATION -  K 471
 ET0819  PID         -  ET0819
 ET0819  STATE/COUNTY-  AZ/MOHAVE
 ET0819  USGS QUAD   -  BEECHER CANYON (1967)
 ET0819
 ET0819                         *CURRENT SURVEY CONTROL
 ET0819  ___________________________________________________________________
 ET0819* NAD 83(1986)-  34 39 10.     (N)    113 52 21.     (W)     SCALED    
 ET0819* NAVD 88     -       943.292  (meters)    3094.78   (feet)  ADJUSTED  
 ET0819  ___________________________________________________________________
 ET0819  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ET0819  DYNAMIC HT  -         942.167 (meters)    3091.09  (feet)  COMP
 ET0819  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 ET0819
 ET0819  VERT ORDER  -  FIRST     CLASS II
 ET0819
 ET0819.The horizontal coordinates were scaled from a topographic map and have
 ET0819.an estimated accuracy of +/- 6 seconds.
 ET0819
 ET0819.The orthometric height was determined by differential leveling
 ET0819.and adjusted in June 1991.
 ET0819
 ET0819.The geoid height was determined by GEOID03.
 ET0819
 ET0819.The dynamic height is computed by dividing the NAVD 88
 ET0819.geopotential number by the normal gravity value computed on the
 ET0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0819.degrees latitude (g = 980.6199 gals.).
 ET0819
 ET0819.The modeled gravity was interpolated from observed gravity values.
 ET0819
 ET0819;                    North         East    Units  Estimated Accuracy
 ET0819;SPC AZ W     -   405,080.      202,130.      MT  (+/- 180 meters Scaled)
 ET0819
 ET0819                          SUPERSEDED SURVEY CONTROL
 ET0819
 ET0819.No superseded survey control is available for this station.
 ET0819
 ET0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD367382(NAD 83)
 ET0819_MARKER: I = METAL ROD
 ET0819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0819_SP_SET: STAINLESS STEEL ROD
 ET0819_STAMPING: K 471 1981
 ET0819_MARK LOGO: NGS   
 ET0819_PROJECTION: FLUSH
 ET0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0819_ROD/PIPE-DEPTH: 2.4  meters
 ET0819
 ET0819  HISTORY     - Date     Condition        Report By
 ET0819  HISTORY     - 1981     MONUMENTED       NGS
 ET0819
 ET0819                          STATION DESCRIPTION
 ET0819
 ET0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0819'36.5 KM (22.7 MI) SE FROM YUCCA.
 ET0819'36.5 KM (22.7 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0819'INTERSTATE HIGHWAY 40 IN YUCCA, 1.05 KM (0.65 MI) NORTHWEST OF A
 ET0819'CATTLE GUARD, 14.2 METERS (46.5 FT) NORTHEAST OF THE CENTERLINE OF
 ET0819'ALAMO ROAD, 25.6 METERS (84.0 FT) SOUTHEAST OF THE CENTERLINE OF A
 ET0819'SMALL WASH, 0.9 METERS (3.0 FT) SOUTHWEST OF A 3 X 5 FOOT WHITE
 ET0819'BOULDER, ROD DRIVEN TO REFUSAL.
 ET0819'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 ET0819'THE MARK IS 0.3 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1309 ***********************************************************************
 DU1309  DESIGNATION -  K 473
 DU1309  PID         -  DU1309
 DU1309  STATE/COUNTY-  AZ/MARICOPA
 DU1309  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU1309
 DU1309                         *CURRENT SURVEY CONTROL
 DU1309  ___________________________________________________________________
 DU1309* NAD 83(1986)-  33 32 02.     (N)    111 23 45.     (W)     SCALED    
 DU1309* NAVD 88     -       566.231  (meters)    1857.71   (feet)  ADJUSTED  
 DU1309  ___________________________________________________________________
 DU1309  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DU1309  DYNAMIC HT  -         565.521 (meters)    1855.38  (feet)  COMP
 DU1309  MODELED GRAV-     979,366.0   (mgal)                       NAVD 88
 DU1309
 DU1309  VERT ORDER  -  FIRST     CLASS II
 DU1309
 DU1309.The horizontal coordinates were scaled from a topographic map and have
 DU1309.an estimated accuracy of +/- 6 seconds.
 DU1309
 DU1309.The orthometric height was determined by differential leveling
 DU1309.and adjusted in June 1991.
 DU1309
 DU1309.The geoid height was determined by GEOID03.
 DU1309
 DU1309.The dynamic height is computed by dividing the NAVD 88
 DU1309.geopotential number by the normal gravity value computed on the
 DU1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1309.degrees latitude (g = 980.6199 gals.).
 DU1309
 DU1309.The modeled gravity was interpolated from observed gravity values.
 DU1309
 DU1309;                    North         East    Units  Estimated Accuracy
 DU1309;SPC AZ C     -   281,080.      261,730.      MT  (+/- 180 meters Scaled)
 DU1309
 DU1309                          SUPERSEDED SURVEY CONTROL
 DU1309
 DU1309.No superseded survey control is available for this station.
 DU1309
 DU1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC632105(NAD 83)
 DU1309_MARKER: DB = BENCH MARK DISK
 DU1309_SETTING: 66 = SET IN ROCK OUTCROP
 DU1309_SP_SET: ROCK OUTCROP
 DU1309_STAMPING: K 473 1980
 DU1309_MARK LOGO: NGS   
 DU1309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1309+STABILITY: POSITION/ELEVATION WELL
 DU1309
 DU1309  HISTORY     - Date     Condition        Report By
 DU1309  HISTORY     - 1980     MONUMENTED       NGS
 DU1309  HISTORY     - 20081008 GOOD             GEOCAC
 DU1309
 DU1309                          STATION DESCRIPTION
 DU1309
 DU1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1309'0.6 KM (0.4 MI) WEST FROM TORTILLA FLAT.
 DU1309'0.6 KM (0.4 MI) WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU1309'TORTILLA FLAT, IN TOP OF THE NORTH END OF A VOLCANIC ROCK OUTCROP
 DU1309'ON THE EAST BANK OF A SMALL RAVINE, 91.7 METERS (301 FT) WEST OF
 DU1309'HIGHWAY MILEPOST 213, 12.8 METERS (42.0 FT) SOUTH OF THE CENTERLINE
 DU1309'OF THE HIGHWAY, 10.4 METERS (34.0 FT) SOUTH-SOUTHEAST OF THE SOUTH
 DU1309'END OF A 60-CM (24-INCH) STEEL PIPE CULVERT WITH A ROCK HEADWALL.
 DU1309'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 DU1309'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 DU1309
 DU1309                          STATION RECOVERY (2008)
 DU1309
 DU1309'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1309'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU1309'33 31.545' W 111
 DU1309'23.756'.  IT APPEARS THAT AN ERROR WAS MADE IN RECORDING OR ENTERING
 DU1309'THE SCALED LATITUDE, AS
 DU1309'THE MARK IS APPROXIMATELY .5 MILES SOUTH OF LISTED COORDINATES, NEAR
 DU1309'THE HIGHWAY AS INDICATED
 DU1309'IN THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1343 ***********************************************************************
 DU1343  DESIGNATION -  K 474
 DU1343  PID         -  DU1343
 DU1343  STATE/COUNTY-  AZ/MARICOPA
 DU1343  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1343
 DU1343                         *CURRENT SURVEY CONTROL
 DU1343  ___________________________________________________________________
 DU1343* NAD 83(1986)-  33 31 16.     (N)    111 59 12.     (W)     SCALED    
 DU1343* NAVD 88     -       394.239  (meters)    1293.43   (feet)  ADJUSTED  
 DU1343  ___________________________________________________________________
 DU1343  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DU1343  DYNAMIC HT  -         393.780 (meters)    1291.93  (feet)  COMP
 DU1343  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 DU1343
 DU1343  VERT ORDER  -  FIRST     CLASS II
 DU1343
 DU1343.The horizontal coordinates were scaled from a topographic map and have
 DU1343.an estimated accuracy of +/- 6 seconds.
 DU1343
 DU1343.The orthometric height was determined by differential leveling
 DU1343.and adjusted in June 1991.
 DU1343
 DU1343.The geoid height was determined by GEOID03.
 DU1343
 DU1343.The dynamic height is computed by dividing the NAVD 88
 DU1343.geopotential number by the normal gravity value computed on the
 DU1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1343.degrees latitude (g = 980.6199 gals.).
 DU1343
 DU1343.The modeled gravity was interpolated from observed gravity values.
 DU1343
 DU1343;                    North         East    Units  Estimated Accuracy
 DU1343;SPC AZ C     -   279,540.      206,860.      MT  (+/- 180 meters Scaled)
 DU1343
 DU1343                          SUPERSEDED SURVEY CONTROL
 DU1343
 DU1343.No superseded survey control is available for this station.
 DU1343
 DU1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC083094(NAD 83)
 DU1343_MARKER: DB = BENCH MARK DISK
 DU1343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1343_SP_SET: ABUTMENT
 DU1343_STAMPING: K 474 1981
 DU1343_MARK LOGO: NGS   
 DU1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1343+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU1343
 DU1343  HISTORY     - Date     Condition        Report By
 DU1343  HISTORY     - 1981     MONUMENTED       NGS
 DU1343  HISTORY     - 1982     GOOD             AZDT
 DU1343  HISTORY     - 19950517 GOOD             USPSQD
 DU1343  HISTORY     - 20051205 GOOD             USPSQD
 DU1343  HISTORY     - 20080501 GOOD             GEOCAC
 DU1343
 DU1343                          STATION DESCRIPTION
 DU1343
 DU1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1343'10.0 KM (6.2 MI) EAST FROM SUNNYSLOPE.
 DU1343'6.9 KM (4.3 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DU1343'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, THENCE 2.6 KM (1.6 MI)
 DU1343'EAST ALONG STANFORD DRIVE, THENCE 0.5 KM (0.3 MI) NORTH ALONG 44TH
 DU1343'STREET, IN TOP OF THE SOUTHWEST END OF THE SOUTH ABUTMENT OF A 3
 DU1343'CHANNEL BRIDGE OVER A DRY WASH, 0.6 KM (0.4 MI) SOUTHWEST OF BENCH
 DU1343'MARK W 365, 2.55 METERS (8.3 FT) WEST OF THE WEST CURB OF THE STREET,
 DU1343'0.5 METER (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT,
 DU1343'0.27 METER (0.6 FT) SOUTH OF THE SOUTHWEST CORNER OF THE SOUTH
 DU1343'CONCRETE BANISTER FOR THE WEST BRIDGE GUARD RAIL.
 DU1343'THE MARK IS 0.3 M ABOVE THE STREET.
 DU1343
 DU1343                          STATION RECOVERY (1982)
 DU1343
 DU1343'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1343'RECOVERED IN GOOD CONDITION.
 DU1343
 DU1343                          STATION RECOVERY (1995)
 DU1343
 DU1343'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1343'RECOVERED IN GOOD CONDITION.
 DU1343
 DU1343                          STATION RECOVERY (2005)
 DU1343
 DU1343'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DU1343'RECOVERED AS DESCRIBED.
 DU1343
 DU1343                          STATION RECOVERY (2008)
 DU1343
 DU1343'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU1343' 
 DU1343' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1273 ***********************************************************************
 DV1273  DESIGNATION -  K 475
 DV1273  PID         -  DV1273
 DV1273  STATE/COUNTY-  AZ/MARICOPA
 DV1273  USGS QUAD   -  WADDELL (1975)
 DV1273
 DV1273                         *CURRENT SURVEY CONTROL
 DV1273  ___________________________________________________________________
 DV1273* NAD 83(1986)-  33 36 34.     (N)    112 27 34.     (W)     SCALED    
 DV1273* NAVD 88     -       405.286  (meters)    1329.68   (feet)  ADJUSTED  
 DV1273  ___________________________________________________________________
 DV1273  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1273  DYNAMIC HT  -         404.815 (meters)    1328.13  (feet)  COMP
 DV1273  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DV1273
 DV1273  VERT ORDER  -  FIRST     CLASS II
 DV1273
 DV1273.The horizontal coordinates were scaled from a topographic map and have
 DV1273.an estimated accuracy of +/- 6 seconds.
 DV1273
 DV1273.The orthometric height was determined by differential leveling
 DV1273.and adjusted in June 1991.
 DV1273
 DV1273.The geoid height was determined by GEOID03.
 DV1273
 DV1273.The dynamic height is computed by dividing the NAVD 88
 DV1273.geopotential number by the normal gravity value computed on the
 DV1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1273.degrees latitude (g = 980.6199 gals.).
 DV1273
 DV1273.The modeled gravity was interpolated from observed gravity values.
 DV1273
 DV1273;                    North         East    Units  Estimated Accuracy
 DV1273;SPC AZ C     -   289,470.      162,990.      MT  (+/- 180 meters Scaled)
 DV1273
 DV1273                          SUPERSEDED SURVEY CONTROL
 DV1273
 DV1273.No superseded survey control is available for this station.
 DV1273
 DV1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC646198(NAD 83)
 DV1273_MARKER: DB = BENCH MARK DISK
 DV1273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1273_SP_SET: HEADWALL
 DV1273_STAMPING: K 475 1981
 DV1273_MARK LOGO: NGS   
 DV1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1273+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 DV1273
 DV1273  HISTORY     - Date     Condition        Report By
 DV1273  HISTORY     - 1981     MONUMENTED       NGS
 DV1273  HISTORY     - 20080717 GOOD             SURPGS
 DV1273
 DV1273                          STATION DESCRIPTION
 DV1273
 DV1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1273'22.0 KM (13.65 MI) WEST FROM EL MIRAGE.
 DV1273'11.3 KM (7.0 MI) NORTHWEST ALONG US HIGHWAY 60 FROM THE POST OFFICE
 DV1273'AT EL MIRAGE, THENCE 10.7 KM (6.65 MI) SOUTHWEST ALONG CANAL ROAD,
 DV1273'AT THE NORTHEAST CORNER OF A CONCRETE SIDEWALK OVER AN ABANDON
 DV1273'FLOOD CONTROL GATE, IN TOP OF THE SOUTH END OF THE WEST HEADWALL,
 DV1273'2.1 METERS (7 FT) WEST OF THE CENTERLINE OF THE ROAD, 11.6 METERS
 DV1273'(38 FT) SOUTH OF THE EXTENDED CENTERLINE OF WADDELL ROAD, 0.9 METER
 DV1273'(3.0 FT) SOUTH OF THE GATE SHAFT.
 DV1273'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV1273
 DV1273                          STATION RECOVERY (2008)
 DV1273
 DV1273'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 DV1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1234 ***********************************************************************
 DV1234  DESIGNATION -  K 476
 DV1234  PID         -  DV1234
 DV1234  STATE/COUNTY-  AZ/MARICOPA
 DV1234  USGS QUAD   -  HASSAYAMPA (1978)
 DV1234
 DV1234                         *CURRENT SURVEY CONTROL
 DV1234  ___________________________________________________________________
 DV1234* NAD 83(2007)-  33 21 19.01172(N)    112 44 03.63418(W)     ADJUSTED  
 DV1234* NAVD 88     -       262.926  (meters)     862.62   (feet)  ADJUSTED  
 DV1234  ___________________________________________________________________
 DV1234  EPOCH DATE  -        2007.00
 DV1234  X           -  -2,061,026.331 (meters)                     COMP
 DV1234  Y           -  -4,918,758.576 (meters)                     COMP
 DV1234  Z           -   3,487,065.889 (meters)                     COMP
 DV1234  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV1234  ELLIP HEIGHT-         231.973 (meters)          (09/24/08) ADJUSTED
 DV1234  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV1234  DYNAMIC HT  -         262.622 (meters)     861.62  (feet)  COMP
 DV1234  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 DV1234
 DV1234  HORZ ORDER  -  A
 DV1234  VERT ORDER  -  FIRST     CLASS II
 DV1234  ELLP ORDER  -  SECOND    CLASS I
 DV1234
 DV1234.The horizontal coordinates were established by GPS observations
 DV1234.and adjusted by the National Geodetic Survey in September 2008.
 DV1234
 DV1234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1234.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1234.The horizontal coordinates are valid at the epoch date displayed above.
 DV1234.The epoch date for horizontal control is a decimal equivalence
 DV1234.of Year/Month/Day.
 DV1234
 DV1234.The orthometric height was determined by differential leveling
 DV1234.and adjusted in June 1991.
 DV1234
 DV1234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1234
 DV1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1234
 DV1234.The ellipsoidal height was determined by GPS observations
 DV1234.and is referenced to NAD 83.
 DV1234
 DV1234.The geoid height was determined by GEOID03.
 DV1234
 DV1234.The dynamic height is computed by dividing the NAVD 88
 DV1234.geopotential number by the normal gravity value computed on the
 DV1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1234.degrees latitude (g = 980.6199 gals.).
 DV1234
 DV1234.The modeled gravity was interpolated from observed gravity values.
 DV1234
 DV1234;                    North         East     Units Scale Factor Converg.
 DV1234;SPC AZ C     -   261,449.556   137,259.843   MT  0.99997138   -0 26 58.6
 DV1234;SPC AZ C     -   857,774.13    450,327.57   iFT  0.99997138   -0 26 58.6
 DV1234;UTM  12      - 3,692,017.692   338,627.546   MT  0.99992107   -0 57 13.7
 DV1234
 DV1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1234!SPC AZ C     -   0.99996358  x   0.99997138  =   0.99993496
 DV1234!UTM  12      -   0.99996358  x   0.99992107  =   0.99988466
 DV1234
 DV1234                          SUPERSEDED SURVEY CONTROL
 DV1234
 DV1234  NAVD 88 (09/24/08)  262.93   (m)          862.6    (f) LEVELING    3  
 DV1234
 DV1234.Superseded values are not recommended for survey control.
 DV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1234.See file dsdata.txt to determine how the superseded data were derived.
 DV1234
 DV1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3862892018(NAD 83)
 DV1234_MARKER: DV = VERTICAL CONTROL DISK
 DV1234_SETTING: 66 = SET IN ROCK OUTCROP
 DV1234_SP_SET: IN A DRILL HOLE IN BEDROCK
 DV1234_STAMPING: K 476 1981
 DV1234_MARK LOGO: NGS   
 DV1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1234+STABILITY: POSITION/ELEVATION WELL
 DV1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1234+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1234
 DV1234  HISTORY     - Date     Condition        Report By
 DV1234  HISTORY     - 1981     MONUMENTED       NGS
 DV1234  HISTORY     - 19920316 GOOD             NGS
 DV1234  HISTORY     - 20060116 GOOD             NGS
 DV1234  HISTORY     - 20060128 GOOD             USPSQD
 DV1234  HISTORY     - 20060129 GOOD             USPSQD
 DV1234
 DV1234                          STATION DESCRIPTION
 DV1234
 DV1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1234'1.1 KM (0.7 MI) NW FROM HASSAYAMPA.
 DV1234'THE MARK IS 0.9 M ABOVE THE ROAD.
 DV1234'1.1 KM (0.7 MI) NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE
 DV1234'CHEVRON SERVICE STATION AND STORE AT HASSAYAMPA, IN TOP OF A LAVA
 DV1234'ROCK OUTCROP, 0.2 KM (0.1 MI) SOUTHEAST OF A ROAD LEADING NORTHEAST,
 DV1234'10.5 METERS (34.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.8
 DV1234'METERS (6.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 DV1234'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 DV1234
 DV1234                          STATION RECOVERY (1992)
 DV1234
 DV1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV1234'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV1234'BUCKEYE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV1234'THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG STATE HIGHWAY 85, THENCE 9.5
 DV1234'KM (5.90 MI) WESTERLY ALONG OLD U.S. HIGHWAY 80, THENCE 1.1 KM (0.70
 DV1234'MI) NORTHWESTERLY ALONG SALOME HIGHWAY, NEAR THE CENTER OF A 10 BY
 DV1234'10-FOOT AREA OF OUTCROPPING BEDROCK, 10.6 M (34.8 FT) SOUTHWEST OF
 DV1234'THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) NORTHEAST OF A FENCE, 1.0 M
 DV1234'(3.3 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE
 DV1234'LEVEL OF THE HIGHWAY.
 DV1234
 DV1234                          STATION RECOVERY (2006)
 DV1234
 DV1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DV1234'RECOVERED AS DESCRIBED.
 DV1234
 DV1234                          STATION RECOVERY (2006)
 DV1234
 DV1234'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV1234'RECOVERED AS DESCRIBED.
 DV1234
 DV1234                          STATION RECOVERY (2006)
 DV1234
 DV1234'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1234'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1374 ***********************************************************************
 DV1374  DESIGNATION -  K 477
 DV1374  PID         -  DV1374
 DV1374  STATE/COUNTY-  AZ/LA PAZ
 DV1374  USGS QUAD   -  SOCORRO MINE (1990)
 DV1374
 DV1374                         *CURRENT SURVEY CONTROL
 DV1374  ___________________________________________________________________
 DV1374* NAD 83(1986)-  33 42 18.     (N)    113 29 25.     (W)     SCALED    
 DV1374* NAVD 88     -       495.350  (meters)    1625.16   (feet)  ADJUSTED  
 DV1374  ___________________________________________________________________
 DV1374  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 DV1374  DYNAMIC HT  -         494.771 (meters)    1623.26  (feet)  COMP
 DV1374  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 DV1374
 DV1374  VERT ORDER  -  FIRST     CLASS II
 DV1374
 DV1374.The horizontal coordinates were scaled from a topographic map and have
 DV1374.an estimated accuracy of +/- 6 seconds.
 DV1374
 DV1374.The orthometric height was determined by differential leveling
 DV1374.and adjusted in June 1991.
 DV1374
 DV1374.The geoid height was determined by GEOID03.
 DV1374
 DV1374.The dynamic height is computed by dividing the NAVD 88
 DV1374.geopotential number by the normal gravity value computed on the
 DV1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1374.degrees latitude (g = 980.6199 gals.).
 DV1374
 DV1374.The modeled gravity was interpolated from observed gravity values.
 DV1374
 DV1374;                    North         East    Units  Estimated Accuracy
 DV1374;SPC AZ W     -   299,980.      237,440.      MT  (+/- 180 meters Scaled)
 DV1374
 DV1374                          SUPERSEDED SURVEY CONTROL
 DV1374
 DV1374.No superseded survey control is available for this station.
 DV1374
 DV1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC692322(NAD 83)
 DV1374_MARKER: I = METAL ROD
 DV1374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1374_SP_SET: STAINLESS STEEL ROD
 DV1374_STAMPING: K 477 1981
 DV1374_MARK LOGO: NGS   
 DV1374_PROJECTION: FLUSH
 DV1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1374_ROD/PIPE-DEPTH: 7.3  meters
 DV1374
 DV1374  HISTORY     - Date     Condition        Report By
 DV1374  HISTORY     - 1981     MONUMENTED       NGS
 DV1374
 DV1374                          STATION DESCRIPTION
 DV1374
 DV1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1374'15.0 KM (9.3 MI) SE FROM SALOME.
 DV1374'15.0 KM (9.3 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1374'HIGHWAY 60 AT SALOME, 0.8 KM (0.5 MI) NORTH OF A SMALL FARMING
 DV1374'SETTLEMENT, 80 PACES NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION
 DV1374'OF A NORTH-SOUTH DIRT ROAD, 17.1 METERS (56 FT) NORTHEAST OF THE
 DV1374'CENTERLINE OF THE ROAD, 46.7 METERS (153 FT) WEST OF THE CENTERLINE
 DV1374'OF THE DIRT ROAD, 16.6 METERS (54.5 FT) SOUTHEAST OF THE CENTER
 DV1374'OF THE CROSSING OF A SMALL WASH, THE ROD WAS DRIVEN TO REFUSAL AT A
 DV1374'DEPTH OF 24 FEET.
 DV1374'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DV1374'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1401 ***********************************************************************
 DV1401  DESIGNATION -  K 478
 DV1401  PID         -  DV1401
 DV1401  STATE/COUNTY-  AZ/LA PAZ
 DV1401  USGS QUAD   -  VICKSBURG (1990)
 DV1401
 DV1401                         *CURRENT SURVEY CONTROL
 DV1401  ___________________________________________________________________
 DV1401* NAD 83(1986)-  33 42 07.     (N)    113 50 48.     (W)     SCALED    
 DV1401* NAVD 88     -       343.859  (meters)    1128.14   (feet)  ADJUSTED  
 DV1401  ___________________________________________________________________
 DV1401  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DV1401  DYNAMIC HT  -         343.468 (meters)    1126.86  (feet)  COMP
 DV1401  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DV1401
 DV1401  VERT ORDER  -  FIRST     CLASS II
 DV1401
 DV1401.The horizontal coordinates were scaled from a topographic map and have
 DV1401.an estimated accuracy of +/- 6 seconds.
 DV1401
 DV1401.The orthometric height was determined by differential leveling
 DV1401.and adjusted in June 1991.
 DV1401
 DV1401.The geoid height was determined by GEOID03.
 DV1401
 DV1401.The dynamic height is computed by dividing the NAVD 88
 DV1401.geopotential number by the normal gravity value computed on the
 DV1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1401.degrees latitude (g = 980.6199 gals.).
 DV1401
 DV1401.The modeled gravity was interpolated from observed gravity values.
 DV1401
 DV1401;                    North         East    Units  Estimated Accuracy
 DV1401;SPC AZ W     -   299,610.      204,400.      MT  (+/- 180 meters Scaled)
 DV1401
 DV1401                          SUPERSEDED SURVEY CONTROL
 DV1401
 DV1401.No superseded survey control is available for this station.
 DV1401
 DV1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC361327(NAD 83)
 DV1401_MARKER: I = METAL ROD
 DV1401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1401_SP_SET: STAINLESS STEEL ROD
 DV1401_STAMPING: K 478 1981
 DV1401_MARK LOGO: NGS   
 DV1401_PROJECTION: FLUSH
 DV1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1401_ROD/PIPE-DEPTH: 5.1  meters
 DV1401
 DV1401  HISTORY     - Date     Condition        Report By
 DV1401  HISTORY     - 1981     MONUMENTED       NGS
 DV1401
 DV1401                          STATION DESCRIPTION
 DV1401
 DV1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1401'25.4 KM (15.75 MI) SW FROM SALOME.
 DV1401'25.4 KM (15.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1401'OF SALOME ROAD IN SALOME, 80.2 METERS (263 FT) EAST OF HIGHWAY
 DV1401'MILEPOST 41, 26.0 METERS (85.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DV1401'HIGHWAY, 10.7 METERS (35.0 FT) NORTHEAST OF A WOODEN WITNESS POST
 DV1401'NUMBER 529 FOR AN UNDERGROUND TELEPHONE CABLE WHERE IT CROSSES THE
 DV1401'HIGHWAY, 7.9 METERS (26.0 FT) SOUTHWEST OF A POWER POLE, 0.35 METERS
 DV1401'(1.2 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 DV1401'THE MARK IS 04 METERS  NE FROM A WITNESS POST.
 DV1401'THE MARK IS 10 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1292 ***********************************************************************
 DW1292  DESIGNATION -  K 479
 DW1292  PID         -  DW1292
 DW1292  STATE/COUNTY-  AZ/LA PAZ
 DW1292  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW1292
 DW1292                         *CURRENT SURVEY CONTROL
 DW1292  ___________________________________________________________________
 DW1292* NAD 83(1986)-  33 36 35.     (N)    114 29 01.     (W)     SCALED    
 DW1292* NAVD 88     -       127.017  (meters)     416.72   (feet)  ADJUSTED  
 DW1292  ___________________________________________________________________
 DW1292  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW1292  DYNAMIC HT  -         126.878 (meters)     416.27  (feet)  COMP
 DW1292  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 DW1292
 DW1292  VERT ORDER  -  FIRST     CLASS II
 DW1292
 DW1292.The horizontal coordinates were scaled from a topographic map and have
 DW1292.an estimated accuracy of +/- 6 seconds.
 DW1292
 DW1292.The orthometric height was determined by differential leveling
 DW1292.and adjusted in June 1991.
 DW1292
 DW1292.The geoid height was determined by GEOID03.
 DW1292
 DW1292.The dynamic height is computed by dividing the NAVD 88
 DW1292.geopotential number by the normal gravity value computed on the
 DW1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1292.degrees latitude (g = 980.6199 gals.).
 DW1292
 DW1292.The modeled gravity was interpolated from observed gravity values.
 DW1292
 DW1292;                    North         East    Units  Estimated Accuracy
 DW1292;SPC AZ W     -   289,620.      145,280.      MT  (+/- 180 meters Scaled)
 DW1292
 DW1292                          SUPERSEDED SURVEY CONTROL
 DW1292
 DW1292.No superseded survey control is available for this station.
 DW1292
 DW1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT334217(NAD 83)
 DW1292_MARKER: DB = BENCH MARK DISK
 DW1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1292_SP_SET: SMALL BRIDGE ABUTMENT
 DW1292_STAMPING: K 479 1981
 DW1292_MARK LOGO: NGS   
 DW1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1292
 DW1292  HISTORY     - Date     Condition        Report By
 DW1292  HISTORY     - 1981     MONUMENTED       NGS
 DW1292
 DW1292                          STATION DESCRIPTION
 DW1292
 DW1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1292'4.5 KM (2.8 MI) EAST FROM EHERNBERG.
 DW1292'4.5 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1292'THE HIGHWAY BRIDGE OVER THE COLORADO RIVE IN EHRENBERG, 0.25 KM (0.15
 DW1292'MI) WEST OF HIGHWAY MILEPOST 3, 0.1 KM (0.05 MI) NORTHEAST OF BENCH
 DW1292'MARK 142+00 AZHD, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DW1292'ABUTMENT OF A 4 CHANNEL BRIDGE UNDER THE HIGHWAY, 12.2 METERS (40.0
 DW1292'FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES.
 DW1292'THE MARK IS 0.7 M BELOW THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0173 ***********************************************************************
 ER0173  DESIGNATION -  K 48
 ER0173  PID         -  ER0173
 ER0173  STATE/COUNTY-  AZ/APACHE
 ER0173  USGS QUAD   -  WILD COW LAKE (1978)
 ER0173
 ER0173                         *CURRENT SURVEY CONTROL
 ER0173  ___________________________________________________________________
 ER0173* NAD 83(1986)-  34 54 02.     (N)    109 14 39.     (W)     SCALED    
 ER0173* NAVD 88     -      1880.089  (meters)    6168.26   (feet)  ADJUSTED  
 ER0173  ___________________________________________________________________
 ER0173  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 ER0173  DYNAMIC HT  -        1877.380 (meters)    6159.37  (feet)  COMP
 ER0173  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 ER0173
 ER0173  VERT ORDER  -  SECOND    CLASS 0
 ER0173
 ER0173.The horizontal coordinates were scaled from a topographic map and have
 ER0173.an estimated accuracy of +/- 6 seconds.
 ER0173
 ER0173.The orthometric height was determined by differential leveling
 ER0173.and adjusted in June 1991.
 ER0173
 ER0173.The geoid height was determined by GEOID03.
 ER0173
 ER0173.The dynamic height is computed by dividing the NAVD 88
 ER0173.geopotential number by the normal gravity value computed on the
 ER0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0173.degrees latitude (g = 980.6199 gals.).
 ER0173
 ER0173.The modeled gravity was interpolated from observed gravity values.
 ER0173
 ER0173;                    North         East    Units  Estimated Accuracy
 ER0173;SPC AZ E     -   432,930.      297,670.      MT  (+/- 180 meters Scaled)
 ER0173
 ER0173                          SUPERSEDED SURVEY CONTROL
 ER0173
 ER0173  NGVD 29 (??/??/92) 1879.173  (m)         6165.25   (f) ADJ UNCH    2 0
 ER0173
 ER0173.Superseded values are not recommended for survey control.
 ER0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0173.See file dsdata.txt to determine how the superseded data were derived.
 ER0173
 ER0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD604634(NAD 83)
 ER0173_MARKER: DB = BENCH MARK DISK
 ER0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0173_STAMPING: K-48 1934
 ER0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0173+STABILITY: SURFACE MOTION
 ER0173
 ER0173  HISTORY     - Date     Condition        Report By
 ER0173  HISTORY     - 1934     MONUMENTED       CGS
 ER0173  HISTORY     - 1973     MARK NOT FOUND   USGS
 ER0173
 ER0173                          STATION DESCRIPTION
 ER0173
 ER0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0173'26.4 MI W FROM ZUNI, NM.
 ER0173'26.4 MILES WEST OF, ALONG STATE HIGHWAY NO. 61 13.8 MILES WEST OF
 ER0173'ARIZONA AND NEW MEXICO STATE LINE.  AT JUNCTION OF STATE HIGHWAY NO.
 ER0173'61 AND ROAD TO SANDERS.  96 FEET NORTH OF THE CENTER OF INTERSECTION
 ER0173'OF ROADS.  27 FEET EAST OF THE CENTER LINE OF ROAD TO SANDERS.  28
 ER0173'FEET NORTH OF THE CENTER LINE OF HIGHWAY NO. 61.
 ER0173
 ER0173                          STATION RECOVERY (1973)
 ER0173
 ER0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ER0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0755 ***********************************************************************
 ET0755  DESIGNATION -  K 480
 ET0755  PID         -  ET0755
 ET0755  STATE/COUNTY-  AZ/LA PAZ
 ET0755  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0755
 ET0755                         *CURRENT SURVEY CONTROL
 ET0755  ___________________________________________________________________
 ET0755* NAD 83(1986)-  34 03 05.     (N)    113 33 37.     (W)     SCALED    
 ET0755* NAVD 88     -       607.147  (meters)    1991.95   (feet)  ADJUSTED  
 ET0755  ___________________________________________________________________
 ET0755  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ET0755  DYNAMIC HT  -         606.442 (meters)    1989.64  (feet)  COMP
 ET0755  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 ET0755  OBS GRAVITY -     979,456.2   (mgal)                       GRAV_OBS
 ET0755
 ET0755  VERT ORDER  -  FIRST     CLASS II
 ET0755
 ET0755.The horizontal coordinates were scaled from a topographic map and have
 ET0755.an estimated accuracy of +/- 6 seconds.
 ET0755
 ET0755.The orthometric height was determined by differential leveling
 ET0755.and adjusted in June 1991.
 ET0755
 ET0755.The geoid height was determined by GEOID03.
 ET0755
 ET0755.The dynamic height is computed by dividing the NAVD 88
 ET0755.geopotential number by the normal gravity value computed on the
 ET0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0755.degrees latitude (g = 980.6199 gals.).
 ET0755
 ET0755.The modeled gravity was interpolated from observed gravity values.
 ET0755.The observed gravity was obtained from relative gravimeter ties
 ET0755.to the IGSN71 gravity network.
 ET0755
 ET0755;                    North         East    Units  Estimated Accuracy
 ET0755;SPC AZ W     -   338,380.      230,880.      MT  (+/- 180 meters Scaled)
 ET0755
 ET0755                          SUPERSEDED SURVEY CONTROL
 ET0755
 ET0755.No superseded survey control is available for this station.
 ET0755
 ET0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC636708(NAD 83)
 ET0755_MARKER: I = METAL ROD
 ET0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0755_SP_SET: STAINLESS STEEL ROD
 ET0755_STAMPING: K 480 1981
 ET0755_MARK LOGO: NGS   
 ET0755_PROJECTION: FLUSH
 ET0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0755_ROD/PIPE-DEPTH: 2.7  meters
 ET0755
 ET0755  HISTORY     - Date     Condition        Report By
 ET0755  HISTORY     - 1981     MONUMENTED       NGS
 ET0755  HISTORY     - 19990306 GOOD             USPSQD
 ET0755
 ET0755                          STATION DESCRIPTION
 ET0755
 ET0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0755'27.5 KM (17.1 MI) NORTH FROM WENDEN.
 ET0755'27.5 KM (17.1 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0755'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.3 KM (0.2 MI) NORTHEAST OF
 ET0755'THE NORTHEAST END OF A SLIGHT CURVE IN THE ROAD, 1.3 METERS (4.5 FT)
 ET0755'SOUTHWEST AND IN LINE WITH POWER POLE NUMBER PS 62493, 69.0 METERS
 ET0755'(226 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 ET0755'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 ET0755'THE MARK IS 0.8 M BELOW THE ROAD.
 ET0755
 ET0755                          STATION RECOVERY (1999)
 ET0755
 ET0755'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0767 ***********************************************************************
 ET0767  DESIGNATION -  K 481
 ET0767  PID         -  ET0767
 ET0767  STATE/COUNTY-  AZ/LA PAZ
 ET0767  USGS QUAD   -  ALAMO DAM (1990)
 ET0767
 ET0767                         *CURRENT SURVEY CONTROL
 ET0767  ___________________________________________________________________
 ET0767* NAD 83(1986)-  34 12 20.     (N)    113 30 49.     (W)     SCALED    
 ET0767* NAVD 88     -       518.448  (meters)    1700.94   (feet)  ADJUSTED  
 ET0767  ___________________________________________________________________
 ET0767  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET0767  DYNAMIC HT  -         517.860 (meters)    1699.01  (feet)  COMP
 ET0767  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 ET0767  OBS GRAVITY -     979,488.3   (mgal)                       GRAV_OBS
 ET0767
 ET0767  VERT ORDER  -  FIRST     CLASS II
 ET0767
 ET0767.The horizontal coordinates were scaled from a topographic map and have
 ET0767.an estimated accuracy of +/- 6 seconds.
 ET0767
 ET0767.The orthometric height was determined by differential leveling
 ET0767.and adjusted in June 1991.
 ET0767
 ET0767.The geoid height was determined by GEOID03.
 ET0767
 ET0767.The dynamic height is computed by dividing the NAVD 88
 ET0767.geopotential number by the normal gravity value computed on the
 ET0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0767.degrees latitude (g = 980.6199 gals.).
 ET0767
 ET0767.The modeled gravity was interpolated from observed gravity values.
 ET0767.The observed gravity was obtained from relative gravimeter ties
 ET0767.to the IGSN71 gravity network.
 ET0767
 ET0767;                    North         East    Units  Estimated Accuracy
 ET0767;SPC AZ W     -   355,490.      235,150.      MT  (+/- 180 meters Scaled)
 ET0767
 ET0767                          SUPERSEDED SURVEY CONTROL
 ET0767
 ET0767.No superseded survey control is available for this station.
 ET0767
 ET0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC684878(NAD 83)
 ET0767_MARKER: I = METAL ROD
 ET0767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0767_SP_SET: STAINLESS STEEL ROD
 ET0767_STAMPING: K 481 1981
 ET0767_MARK LOGO: NGS   
 ET0767_PROJECTION: FLUSH
 ET0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0767_ROD/PIPE-DEPTH: 3.6  meters
 ET0767
 ET0767  HISTORY     - Date     Condition        Report By
 ET0767  HISTORY     - 1981     MONUMENTED       NGS
 ET0767  HISTORY     - 19990306 GOOD             USPSQD
 ET0767  HISTORY     - 20081016 GOOD             GEOCAC
 ET0767
 ET0767                          STATION DESCRIPTION
 ET0767
 ET0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0767'10.6 KM (6.6 MI) SE FROM ALAMO LAKE.
 ET0767'10.6 KM (6.6 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0767'SOUTHEAST END OF ALAMO DAM, 0.6 KM (0.4 MI) SOUTHEAST OF A CATTLE
 ET0767'GUARD IN THE ROAD, 0.4 KM (0.25 MI) NORTHWEST OF THE NORTHWEST END OF
 ET0767'A ROAD CURVE, AT THE SOUTHEAST END OF AN ALLUVIAL CUT AND THE TOP OF A
 ET0767'SLIGHT GRADE, 12.1 METERS (39.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 ET0767'ROAD, 12.0 METERS (40.0 FT) NORTHWEST OF THE CENTERLINE OF A SMALL DRY
 ET0767'WASH.
 ET0767'THE MARK IS 0.55 METERS  NE FROM A WITNESS POST.
 ET0767'THE MARK IS 0.4 M ABOVE THE ROAD CENTERLINE.
 ET0767
 ET0767                          STATION RECOVERY (1999)
 ET0767
 ET0767'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0767'RECOVERED IN GOOD CONDITION.
 ET0767
 ET0767                          STATION RECOVERY (2008)
 ET0767
 ET0767'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0767'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0767' 
 ET0767'N 34 12.371'  W 113 30.809'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0792 ***********************************************************************
 ET0792  DESIGNATION -  K 482
 ET0792  PID         -  ET0792
 ET0792  STATE/COUNTY-  AZ/MOHAVE
 ET0792  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0792
 ET0792                         *CURRENT SURVEY CONTROL
 ET0792  ___________________________________________________________________
 ET0792* NAD 83(1986)-  34 19 30.     (N)    113 39 54.     (W)     SCALED    
 ET0792* NAVD 88     -       566.113  (meters)    1857.32   (feet)  ADJUSTED  
 ET0792  ___________________________________________________________________
 ET0792  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ET0792  DYNAMIC HT  -         565.464 (meters)    1855.19  (feet)  COMP
 ET0792  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 ET0792  OBS GRAVITY -     979,473.8   (mgal)                       GRAV_OBS
 ET0792
 ET0792  VERT ORDER  -  FIRST     CLASS II
 ET0792
 ET0792.The horizontal coordinates were scaled from a topographic map and have
 ET0792.an estimated accuracy of +/- 6 seconds.
 ET0792
 ET0792.The orthometric height was determined by differential leveling
 ET0792.and adjusted in June 1991.
 ET0792
 ET0792.The geoid height was determined by GEOID03.
 ET0792
 ET0792.The dynamic height is computed by dividing the NAVD 88
 ET0792.geopotential number by the normal gravity value computed on the
 ET0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0792.degrees latitude (g = 980.6199 gals.).
 ET0792
 ET0792.The modeled gravity was interpolated from observed gravity values.
 ET0792.The observed gravity was obtained from relative gravimeter ties
 ET0792.to the IGSN71 gravity network.
 ET0792
 ET0792;                    North         East    Units  Estimated Accuracy
 ET0792;SPC AZ W     -   368,720.      221,180.      MT  (+/- 180 meters Scaled)
 ET0792
 ET0792                          SUPERSEDED SURVEY CONTROL
 ET0792
 ET0792.No superseded survey control is available for this station.
 ET0792
 ET0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD548014(NAD 83)
 ET0792_MARKER: DB = BENCH MARK DISK
 ET0792_SETTING: 66 = SET IN ROCK OUTCROP
 ET0792_SP_SET: ROCK OUTCROP
 ET0792_STAMPING: K 482 1981
 ET0792_MARK LOGO: NGS   
 ET0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0792+STABILITY: POSITION/ELEVATION WELL
 ET0792
 ET0792  HISTORY     - Date     Condition        Report By
 ET0792  HISTORY     - 1981     MONUMENTED       NGS
 ET0792
 ET0792                          STATION DESCRIPTION
 ET0792
 ET0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0792'82.4 KM (51.2 MI) SE FROM YUCCA.
 ET0792'82.4 KM (51.2 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0792'INTERSTATE HIGHWAY 40 IN YUCCA, ON THE WEST SIDE OF A RIDGE, SET IN
 ET0792'TOP OF THE EAST EDGE OF A 14 X 18 FOOT LIGHT BROWN ROCK OUTCROP
 ET0792'PROJECTING 3 FEET, 53.4 METERS (175 FT) NORTH-NORTHEAST OF THE
 ET0792'CENTERLINE OF THE ROAD, 21.0 METERS (69.0 FT) WEST OF THE CENTERLINE
 ET0792'AND 3.0 METERS (10.0 FT) BELOW A DIRT ROAD ON TOP OF THE RIDGE, 1.8
 ET0792'METERS (6.0 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP, 0.4 METERS
 ET0792'(1.3 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 ET0792'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 ET0792'THE MARK IS 6.0 M ABOVE A DRY WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0900 ***********************************************************************
 FS0900  DESIGNATION -  K 484
 FS0900  PID         -  FS0900
 FS0900  STATE/COUNTY-  AZ/MOHAVE
 FS0900  USGS QUAD   -  KINGMAN SE (1980)
 FS0900
 FS0900                         *CURRENT SURVEY CONTROL
 FS0900  ___________________________________________________________________
 FS0900* NAD 83(1986)-  35 07 19.     (N)    114 06 41.     (W)     SCALED    
 FS0900* NAVD 88     -       864.914  (meters)    2837.64   (feet)  ADJUSTED  
 FS0900  ___________________________________________________________________
 FS0900  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FS0900  DYNAMIC HT  -         863.914 (meters)    2834.36  (feet)  COMP
 FS0900  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 FS0900
 FS0900  VERT ORDER  -  FIRST     CLASS II
 FS0900
 FS0900.The horizontal coordinates were scaled from a topographic map and have
 FS0900.an estimated accuracy of +/- 6 seconds.
 FS0900
 FS0900.The orthometric height was determined by differential leveling
 FS0900.and adjusted in June 1991.
 FS0900
 FS0900.The geoid height was determined by GEOID03.
 FS0900
 FS0900.The dynamic height is computed by dividing the NAVD 88
 FS0900.geopotential number by the normal gravity value computed on the
 FS0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0900.degrees latitude (g = 980.6199 gals.).
 FS0900
 FS0900.The modeled gravity was interpolated from observed gravity values.
 FS0900
 FS0900;                    North         East    Units  Estimated Accuracy
 FS0900;SPC AZ W     -   457,180.      180,420.      MT  (+/- 180 meters Scaled)
 FS0900
 FS0900                          SUPERSEDED SURVEY CONTROL
 FS0900
 FS0900.No superseded survey control is available for this station.
 FS0900
 FS0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU632903(NAD 83)
 FS0900_MARKER: DB = BENCH MARK DISK
 FS0900_SETTING: 66 = SET IN ROCK OUTCROP
 FS0900_SP_SET: ROCK OUTCROP
 FS0900_STAMPING: K 484 1981
 FS0900_MARK LOGO: NGS   
 FS0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0900+STABILITY: POSITION/ELEVATION WELL
 FS0900
 FS0900  HISTORY     - Date     Condition        Report By
 FS0900  HISTORY     - 1981     MONUMENTED       NGS
 FS0900
 FS0900                          STATION DESCRIPTION
 FS0900
 FS0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0900'10.05 KM (6.25 MI) SW FROM KINGMAN.
 FS0900'10.05 KM (6.25 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0900'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, IN TOP OF
 FS0900'A 6 BY 10 FOOT OUTCROP BETWEEN THE HIGHWAY AND THE NORTHWEST FRONTAGE
 FS0900'ROAD, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 43, 23.6 METERS (77.5 FT)
 FS0900'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES, 111.3 METERS
 FS0900'(365 FT) NORTHEAST OF THE -YUCCA 17 MI- HIGHWAY SIGN, 7.9 METERS (26 F
 FS0900'SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 1.4 METERS (4.5 FT)
 FS0900'SOUTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE.
 FS0900'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FS0900'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1329 ***********************************************************************
 GR1329  DESIGNATION -  K 485
 GR1329  PID         -  GR1329
 GR1329  STATE/COUNTY-  AZ/MOHAVE
 GR1329  USGS QUAD   -  HOOVER DAM (1997)
 GR1329
 GR1329                         *CURRENT SURVEY CONTROL
 GR1329  ___________________________________________________________________
 GR1329* NAD 83(1986)-  36 00 44.     (N)    114 44 07.     (W)     SCALED    
 GR1329* NAVD 88     -       418.721  (meters)    1373.75   (feet)  ADJUSTED  
 GR1329  ___________________________________________________________________
 GR1329  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1329  DYNAMIC HT  -         418.310 (meters)    1372.41  (feet)  COMP
 GR1329  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 GR1329
 GR1329  VERT ORDER  -  FIRST     CLASS II
 GR1329
 GR1329.The horizontal coordinates were scaled from a topographic map and have
 GR1329.an estimated accuracy of +/- 6 seconds.
 GR1329
 GR1329.The orthometric height was determined by differential leveling
 GR1329.and adjusted in June 1991.
 GR1329
 GR1329.The geoid height was determined by GEOID03.
 GR1329
 GR1329.The dynamic height is computed by dividing the NAVD 88
 GR1329.geopotential number by the normal gravity value computed on the
 GR1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1329.degrees latitude (g = 980.6199 gals.).
 GR1329
 GR1329.The modeled gravity was interpolated from observed gravity values.
 GR1329
 GR1329;                    North         East    Units  Estimated Accuracy
 GR1329;SPC AZ W     -   556,340.      124,540.      MT  (+/- 180 meters Scaled)
 GR1329
 GR1329                          SUPERSEDED SURVEY CONTROL
 GR1329
 GR1329.No superseded survey control is available for this station.
 GR1329
 GR1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV040876(NAD 83)
 GR1329_MARKER: DB = BENCH MARK DISK
 GR1329_SETTING: 66 = SET IN ROCK OUTCROP
 GR1329_SP_SET: ROCK OUTCROP
 GR1329_STAMPING: K 485 1981
 GR1329_MARK LOGO: NGS   
 GR1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1329+STABILITY: POSITION/ELEVATION WELL
 GR1329
 GR1329  HISTORY     - Date     Condition        Report By
 GR1329  HISTORY     - 1981     MONUMENTED       NGS
 GR1329
 GR1329                          STATION DESCRIPTION
 GR1329
 GR1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GR1329'1.05 KM (0.65 MI) SE FROM HOOVER DAM.
 GR1329'1.05 KM (0.65 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 GR1329'OF HOOVER DAM, IN TOP OF THE NORTH END OF A LARGE RED ROCK LEDGE ON
 GR1329'THE OUTSIDE OF THE SECOND SWITCH-BACK SOUTHEAST OF THE DAM, 18.2
 GR1329'METERS (59.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 METERS (9
 GR1329'FT) SOUTH OF A DIRT ROAD LEADING WEST, 0.3 METER (1 FT) ABOVE THE DIRT
 GR1329'ROAD.
 GR1329'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 GR1329'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0947 ***********************************************************************
 FS0947  DESIGNATION -  K 486
 FS0947  PID         -  FS0947
 FS0947  STATE/COUNTY-  AZ/MOHAVE
 FS0947  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0947
 FS0947                         *CURRENT SURVEY CONTROL
 FS0947  ___________________________________________________________________
 FS0947* NAD 83(1986)-  35 46 40.     (N)    114 31 03.     (W)     SCALED    
 FS0947* NAVD 88     -       706.522  (meters)    2317.98   (feet)  ADJUSTED  
 FS0947  ___________________________________________________________________
 FS0947  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS0947  DYNAMIC HT  -         705.782 (meters)    2315.55  (feet)  COMP
 FS0947  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 FS0947
 FS0947  VERT ORDER  -  FIRST     CLASS II
 FS0947
 FS0947.The horizontal coordinates were scaled from a topographic map and have
 FS0947.an estimated accuracy of +/- 6 seconds.
 FS0947
 FS0947.The orthometric height was determined by differential leveling
 FS0947.and adjusted in June 1991.
 FS0947
 FS0947.The geoid height was determined by GEOID03.
 FS0947
 FS0947.The dynamic height is computed by dividing the NAVD 88
 FS0947.geopotential number by the normal gravity value computed on the
 FS0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0947.degrees latitude (g = 980.6199 gals.).
 FS0947
 FS0947.The modeled gravity was interpolated from observed gravity values.
 FS0947
 FS0947;                    North         East    Units  Estimated Accuracy
 FS0947;SPC AZ W     -   530,150.      143,970.      MT  (+/- 180 meters Scaled)
 FS0947
 FS0947                          SUPERSEDED SURVEY CONTROL
 FS0947
 FS0947.No superseded survey control is available for this station.
 FS0947
 FS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV243621(NAD 83)
 FS0947_MARKER: DB = BENCH MARK DISK
 FS0947_SETTING: 66 = SET IN ROCK OUTCROP
 FS0947_SP_SET: ROCK OUTCROP
 FS0947_STAMPING: K 486 1982
 FS0947_MARK LOGO: NGS   
 FS0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0947+STABILITY: POSITION/ELEVATION WELL
 FS0947
 FS0947  HISTORY     - Date     Condition        Report By
 FS0947  HISTORY     - 1982     MONUMENTED       NGS
 FS0947
 FS0947                          STATION DESCRIPTION
 FS0947
 FS0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0947'36.7 KM (22.8 MI) SE FROM HOOVER DAM.
 FS0947'36.7 KM (22.8 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0947'OF HOOVER DAM, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 22, IN TOP OF THE
 FS0947'LOWER PORTION OF A MASSIVE VOLCANIC OUTCROP AT THE NORTHWEST END OF A
 FS0947'HIGHWAY CUT, 16.7 METERS (55 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FS0947'OLD HIGHWAY, 16.7 METERS (55 FT) NORTHEAST OF A FENCE.
 FS0947'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FS0947'THE MARK IS 1.2 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0710 ***********************************************************************
 FR0710  DESIGNATION -  K 487
 FR0710  PID         -  FR0710
 FR0710  STATE/COUNTY-  AZ/MOHAVE
 FR0710  USGS QUAD   -  TRUXTON (1980)
 FR0710
 FR0710                         *CURRENT SURVEY CONTROL
 FR0710  ___________________________________________________________________
 FR0710* NAD 83(1986)-  35 28 43.     (N)    113 34 32.     (W)     SCALED    
 FR0710* NAVD 88     -      1317.699  (meters)    4323.15   (feet)  ADJUSTED  
 FR0710  ___________________________________________________________________
 FR0710  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FR0710  DYNAMIC HT  -        1316.073 (meters)    4317.82  (feet)  COMP
 FR0710  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 FR0710
 FR0710  VERT ORDER  -  FIRST     CLASS II
 FR0710
 FR0710.The horizontal coordinates were scaled from a topographic map and have
 FR0710.an estimated accuracy of +/- 6 seconds.
 FR0710
 FR0710.The orthometric height was determined by differential leveling
 FR0710.and adjusted in June 1991.
 FR0710
 FR0710.The geoid height was determined by GEOID03.
 FR0710
 FR0710.The dynamic height is computed by dividing the NAVD 88
 FR0710.geopotential number by the normal gravity value computed on the
 FR0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0710.degrees latitude (g = 980.6199 gals.).
 FR0710
 FR0710.The modeled gravity was interpolated from observed gravity values.
 FR0710
 FR0710;                    North         East    Units  Estimated Accuracy
 FR0710;SPC AZ W     -   496,700.      229,190.      MT  (+/- 180 meters Scaled)
 FR0710
 FR0710                          SUPERSEDED SURVEY CONTROL
 FR0710
 FR0710.No superseded survey control is available for this station.
 FR0710
 FR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE663291(NAD 83)
 FR0710_MARKER: I = METAL ROD
 FR0710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0710_SP_SET: STAINLESS STEEL ROD
 FR0710_STAMPING: K 487 1982
 FR0710_MARK LOGO: NGS   
 FR0710_PROJECTION: FLUSH
 FR0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0710_ROD/PIPE-DEPTH: 4.8  meters
 FR0710
 FR0710  HISTORY     - Date     Condition        Report By
 FR0710  HISTORY     - 1982     MONUMENTED       NGS
 FR0710
 FR0710                          STATION DESCRIPTION
 FR0710
 FR0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0710'15.4 KM (9.6 MI) SW FROM PEACH SPRINGS.
 FR0710'15.4 KM (9.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0710'AT PEACH SPRINGS, 0.16 KM (0.1 MILE) NORTHEAST OF HIGHWAY MILEPOST 94,
 FR0710'0.95 KM (0.6 MILE) SOUTHWEST OF THE ORLANDO MOTEL AT TRUXTON, 32.0
 FR0710'METERS (105.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.3
 FR0710'METER (1.0 FOOT) NORTHWEST OF A FENCE.
 FR0710'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0710'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0737 ***********************************************************************
 FR0737  DESIGNATION -  K 488
 FR0737  PID         -  FR0737
 FR0737  STATE/COUNTY-  AZ/COCONINO
 FR0737  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0737
 FR0737                         *CURRENT SURVEY CONTROL
 FR0737  ___________________________________________________________________
 FR0737* NAD 83(1986)-  35 31 12.     (N)    113 12 19.     (W)     SCALED    
 FR0737* NAVD 88     -      1680.084  (meters)    5512.08   (feet)  ADJUSTED  
 FR0737  ___________________________________________________________________
 FR0737  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FR0737  DYNAMIC HT  -        1677.904 (meters)    5504.92  (feet)  COMP
 FR0737  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 FR0737
 FR0737  VERT ORDER  -  FIRST     CLASS II
 FR0737
 FR0737.The horizontal coordinates were scaled from a topographic map and have
 FR0737.an estimated accuracy of +/- 6 seconds.
 FR0737
 FR0737.The orthometric height was determined by differential leveling
 FR0737.and adjusted in June 1991.
 FR0737
 FR0737.The geoid height was determined by GEOID03.
 FR0737
 FR0737.The dynamic height is computed by dividing the NAVD 88
 FR0737.geopotential number by the normal gravity value computed on the
 FR0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0737.degrees latitude (g = 980.6199 gals.).
 FR0737
 FR0737.The modeled gravity was interpolated from observed gravity values.
 FR0737
 FR0737;                    North         East    Units  Estimated Accuracy
 FR0737;SPC AZ C     -   502,020.       96,480.      MT  (+/- 180 meters Scaled)
 FR0737
 FR0737                          SUPERSEDED SURVEY CONTROL
 FR0737
 FR0737.No superseded survey control is available for this station.
 FR0737
 FR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE000329(NAD 83)
 FR0737_MARKER: DB = BENCH MARK DISK
 FR0737_SETTING: 66 = SET IN ROCK OUTCROP
 FR0737_SP_SET: ROCK OUTCROP
 FR0737_STAMPING: K 488 1982
 FR0737_MARK LOGO: NGS   
 FR0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0737+STABILITY: POSITION/ELEVATION WELL
 FR0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0737+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FR0737
 FR0737  HISTORY     - Date     Condition        Report By
 FR0737  HISTORY     - 1982     MONUMENTED       NGS
 FR0737  HISTORY     - 20060422 GOOD             NGS
 FR0737
 FR0737                          STATION DESCRIPTION
 FR0737
 FR0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0737'25.1 KM (15.6 MI) EAST FROM PEACH SPRINGS.
 FR0737'25.1 KM (15.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0737'PEACH SPRINGS, IN THE TOP OF A REDISH COLORED LEDGE OF OUTCROP
 FR0737'PROJECTING 1 FOOT ABOVE THE GROUND IN THE WEST END OF A LOW HIGHWAY
 FR0737'CUT AT HYDE PARK, DUE SOUTH OF AND ACROSS THE HIGHWAY FROM THE EAST
 FR0737'WALL OF AN OLD GARAGE BUILDING, 68.5 METERS (225 FT) WEST OF THE
 FR0737'CENTERLINE OF THE ROAD LEADING SOUTH TO YAMPAI, 32.0 METERS (105 FT)
 FR0737'WEST OF MILEPOST 117, 14.9 METERS (49 FT) SOUTH OF THE CENTERLINE OF
 FR0737'THE HIGHWAY, 13.4 METERS (44 FT) NORTH OF A FENCE, 10.9 METERS (36 FT)
 FR0737'NORTH OF A 24-INCH JUNIPER TREE.
 FR0737'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FR0737'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FR0737
 FR0737                          STATION RECOVERY (2006)
 FR0737
 FR0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0737'US 66 IS NOW AZ 66 AND HISTORIC US 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0773 ***********************************************************************
 FR0773  DESIGNATION -  K 489
 FR0773  PID         -  FR0773
 FR0773  STATE/COUNTY-  AZ/COCONINO
 FR0773  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0773
 FR0773                         *CURRENT SURVEY CONTROL
 FR0773  ___________________________________________________________________
 FR0773* NAD 83(1986)-  35 13 11.     (N)    112 20 15.     (W)     SCALED    
 FR0773* NAVD 88     -      1899.529  (meters)    6232.04   (feet)  ADJUSTED  
 FR0773  ___________________________________________________________________
 FR0773  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 FR0773  DYNAMIC HT  -        1896.898 (meters)    6223.41  (feet)  COMP
 FR0773  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 FR0773
 FR0773  VERT ORDER  -  FIRST     CLASS II
 FR0773
 FR0773.The horizontal coordinates were scaled from a topographic map and have
 FR0773.an estimated accuracy of +/- 6 seconds.
 FR0773
 FR0773.The orthometric height was determined by differential leveling
 FR0773.and adjusted in June 1991.
 FR0773
 FR0773.The geoid height was determined by GEOID03.
 FR0773
 FR0773.The dynamic height is computed by dividing the NAVD 88
 FR0773.geopotential number by the normal gravity value computed on the
 FR0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0773.degrees latitude (g = 980.6199 gals.).
 FR0773
 FR0773.The modeled gravity was interpolated from observed gravity values.
 FR0773
 FR0773;                    North         East    Units  Estimated Accuracy
 FR0773;SPC AZ C     -   468,030.      175,050.      MT  (+/- 180 meters Scaled)
 FR0773
 FR0773                          SUPERSEDED SURVEY CONTROL
 FR0773
 FR0773.No superseded survey control is available for this station.
 FR0773
 FR0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD782982(NAD 83)
 FR0773_MARKER: DB = BENCH MARK DISK
 FR0773_SETTING: 66 = SET IN ROCK OUTCROP
 FR0773_SP_SET: ROCK OUTCROP
 FR0773_STAMPING: K 489 1982
 FR0773_MARK LOGO: NGS   
 FR0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0773+STABILITY: POSITION/ELEVATION WELL
 FR0773
 FR0773  HISTORY     - Date     Condition        Report By
 FR0773  HISTORY     - 1982     MONUMENTED       NGS
 FR0773
 FR0773                          STATION DESCRIPTION
 FR0773
 FR0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0773'13.5 KM (8.4 MI) EAST FROM ASH FORK.
 FR0773'13.5 KM (8.4 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0773'US HIGHWAY 89 IN ASH FORK, 0.2 KM (0.1 MI) WEST OF THE GILA AND SALT
 FR0773'RIVER MERIDIAN, 0.2 KM (0.1 MI) EAST OF MILEPOST 154, 0.2 KM (0.1 MI)
 FR0773'WEST OF THE WEST END OF A DEEP HIGHWAY FILL, 0.1 KM (0.05 MI)
 FR0773'NORTHEAST OF A POINT WHERE THE OLD LEAVES THE NEW HIGHWAY, IN THE TOP
 FR0773'OF A SANDSTONE LEDGE PROJECTING 2 FEET FROM THE NORTH HIGHWAY CUT,
 FR0773'91.3 METERS (300 FT) WEST OF THE WEST END OF A STEEL GUARDRAIL, 13.7
 FR0773'METERS (45 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 FR0773'LANES, 1.8 METERS (6 FT) SOUTH OF AND BELOW THE TOP OF THE CUT, 9.1
 FR0773'METERS (30 FT) WEST OF AN OVERHANGING LEDGE AND ABOUT 2 FEET ABOVE THE
 FR0773'GROUND.
 FR0773'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FR0773'THE MARK IS 1 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0050 ***********************************************************************
 GP0050  DESIGNATION -  K 49
 GP0050  PID         -  GP0050
 GP0050  STATE/COUNTY-  AZ/NAVAJO
 GP0050  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0050
 GP0050                         *CURRENT SURVEY CONTROL
 GP0050  ___________________________________________________________________
 GP0050* NAD 83(1986)-  36 28 52.     (N)    110 40 09.     (W)     SCALED    
 GP0050* NAVD 88     -      1881.417  (meters)    6172.62   (feet)  ADJUSTED  
 GP0050  ___________________________________________________________________
 GP0050  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 GP0050  DYNAMIC HT  -        1879.035 (meters)    6164.80  (feet)  COMP
 GP0050  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 GP0050
 GP0050  VERT ORDER  -  FIRST     CLASS II
 GP0050
 GP0050.The horizontal coordinates were scaled from a topographic map and have
 GP0050.an estimated accuracy of +/- 6 seconds.
 GP0050
 GP0050.The orthometric height was determined by differential leveling
 GP0050.and adjusted in June 1991.
 GP0050
 GP0050.The geoid height was determined by GEOID03.
 GP0050
 GP0050.The dynamic height is computed by dividing the NAVD 88
 GP0050.geopotential number by the normal gravity value computed on the
 GP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0050.degrees latitude (g = 980.6199 gals.).
 GP0050
 GP0050.The modeled gravity was interpolated from observed gravity values.
 GP0050
 GP0050;                    North         East    Units  Estimated Accuracy
 GP0050;SPC AZ E     -   608,010.      168,330.      MT  (+/- 180 meters Scaled)
 GP0050
 GP0050                          SUPERSEDED SURVEY CONTROL
 GP0050
 GP0050  NGVD 29 (??/??/92) 1880.397  (m)         6169.27   (f) ADJ UNCH    1 2
 GP0050
 GP0050.Superseded values are not recommended for survey control.
 GP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0050.See file dsdata.txt to determine how the superseded data were derived.
 GP0050
 GP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF296373(NAD 83)
 GP0050_MARKER: DB = BENCH MARK DISK
 GP0050_SETTING: 0 = UNSPECIFIED SETTING
 GP0050_STAMPING: K 49 1934
 GP0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0050
 GP0050  HISTORY     - Date     Condition        Report By
 GP0050  HISTORY     - 1934     MONUMENTED       CGS
 GP0050  HISTORY     - 1970     GOOD             USGS
 GP0050  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0050
 GP0050                          STATION DESCRIPTION
 GP0050
 GP0050'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0050'19.2 MI NE FROM TONALEA.
 GP0050'19.2 MILES NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO
 GP0050'COUNTY, 1.3 MILES NORTHEAST ALONG U.S. HWY. 164 FROM PAVED ROAD TO
 GP0050'SHONTO, THENCE ON DIRT ROAD NORTHERLY 0.7 MILE TO THE DIM TUBA
 GP0050'CITY-KAYONTA DIRT ROAD (ABOUT 575 FEET SOUTH OF AN UNDERGROUND
 GP0050'PIPELINE), THENCE NORTHEAST 0.3 MILE, 47 FEET NORTHWEST OF CENTERLINE
 GP0050'OF THE ROAD, ABOUT 150 FEET SOUTHWEST OF A DIM TRACK BEARING EAST-WEST
 GP0050'AND ABOUT 100 FEET SOUTH OF A SMALL DOUBLE CEDAR.
 GP0050
 GP0050                          STATION RECOVERY (1983)
 GP0050
 GP0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0382 ***********************************************************************
 FQ0382  DESIGNATION -  K 490
 FQ0382  PID         -  FQ0382
 FQ0382  STATE/COUNTY-  AZ/COCONINO
 FQ0382  USGS QUAD   -  BELLEMONT (1980)
 FQ0382
 FQ0382                         *CURRENT SURVEY CONTROL
 FQ0382  ___________________________________________________________________
 FQ0382* NAD 83(1986)-  35 14 09.     (N)    111 49 23.     (W)     SCALED    
 FQ0382* NAVD 88     -      2181.209  (meters)    7156.18   (feet)  ADJUSTED  
 FQ0382  ___________________________________________________________________
 FQ0382  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0382  DYNAMIC HT  -        2178.126 (meters)    7146.07  (feet)  COMP
 FQ0382  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 FQ0382
 FQ0382  VERT ORDER  -  FIRST     CLASS II
 FQ0382
 FQ0382.The horizontal coordinates were scaled from a topographic map and have
 FQ0382.an estimated accuracy of +/- 6 seconds.
 FQ0382
 FQ0382.The orthometric height was determined by differential leveling
 FQ0382.and adjusted in June 1991.
 FQ0382
 FQ0382.The geoid height was determined by GEOID03.
 FQ0382
 FQ0382.The dynamic height is computed by dividing the NAVD 88
 FQ0382.geopotential number by the normal gravity value computed on the
 FQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0382.degrees latitude (g = 980.6199 gals.).
 FQ0382
 FQ0382.The modeled gravity was interpolated from observed gravity values.
 FQ0382
 FQ0382;                    North         East    Units  Estimated Accuracy
 FQ0382;SPC AZ C     -   469,740.      221,880.      MT  (+/- 180 meters Scaled)
 FQ0382
 FQ0382                          SUPERSEDED SURVEY CONTROL
 FQ0382
 FQ0382.No superseded survey control is available for this station.
 FQ0382
 FQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD251995(NAD 83)
 FQ0382_MARKER: DB = BENCH MARK DISK
 FQ0382_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0382_SP_SET: OVERPASS
 FQ0382_STAMPING: K 490 1982
 FQ0382_MARK LOGO: NGS   
 FQ0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0382
 FQ0382  HISTORY     - Date     Condition        Report By
 FQ0382  HISTORY     - 1982     MONUMENTED       NGS
 FQ0382
 FQ0382                          STATION DESCRIPTION
 FQ0382
 FQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0382'17.2 KM (10.7 MI) WEST FROM FLAGSTAFF.
 FQ0382'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0382'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 4.2 KM (2.6 MI) WEST ALONG
 FQ0382'OLD US HIGHWAY 66, 0.2 KM (0.1 MI) NORTH OF OLD US HIGHWAY 66 AND THE
 FQ0382'ENTRANCE TO THE NAVAJO ARMY DEPOT, IN TOP OF THE SOUTHWEST END OF THE
 FQ0382'SOUTHEAST CONCRETE GUARDRAIL OF THE BELLEMONT ROAD OVERPASS OVER
 FQ0382'INTERSTATE HIGHWAY 40, 27.4 METERS (90 FT) SOUTHWEST OF THE EAST BOUND
 FQ0382'TRAFFIC LANES, 6.0 METERS (20 FT) SOUTHEAST OF THE CENTERLINE OF
 FQ0382'BELLEMONT ROAD, 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF
 FQ0382'THE GUARDRAIL.
 FQ0382'THE MARK IS 1 M ABOVE THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0406 ***********************************************************************
 FQ0406  DESIGNATION -  K 491
 FQ0406  PID         -  FQ0406
 FQ0406  STATE/COUNTY-  AZ/COCONINO
 FQ0406  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0406
 FQ0406                         *CURRENT SURVEY CONTROL
 FQ0406  ___________________________________________________________________
 FQ0406* NAD 83(1986)-  35 01 33.     (N)    111 44 17.     (W)     SCALED    
 FQ0406* NAVD 88     -      1786.982  (meters)    5862.79   (feet)  ADJUSTED  
 FQ0406  ___________________________________________________________________
 FQ0406  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0406  DYNAMIC HT  -        1784.494 (meters)    5854.63  (feet)  COMP
 FQ0406  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 FQ0406
 FQ0406  VERT ORDER  -  FIRST     CLASS II
 FQ0406
 FQ0406.The horizontal coordinates were scaled from a topographic map and have
 FQ0406.an estimated accuracy of +/- 6 seconds.
 FQ0406
 FQ0406.The orthometric height was determined by differential leveling
 FQ0406.and adjusted in June 1991.
 FQ0406
 FQ0406.The geoid height was determined by GEOID03.
 FQ0406
 FQ0406.The dynamic height is computed by dividing the NAVD 88
 FQ0406.geopotential number by the normal gravity value computed on the
 FQ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0406.degrees latitude (g = 980.6199 gals.).
 FQ0406
 FQ0406.The modeled gravity was interpolated from observed gravity values.
 FQ0406
 FQ0406;                    North         East    Units  Estimated Accuracy
 FQ0406;SPC AZ C     -   446,450.      229,660.      MT  (+/- 180 meters Scaled)
 FQ0406
 FQ0406                          SUPERSEDED SURVEY CONTROL
 FQ0406
 FQ0406.No superseded survey control is available for this station.
 FQ0406
 FQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD326761(NAD 83)
 FQ0406_MARKER: DB = BENCH MARK DISK
 FQ0406_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0406_SP_SET: ROCK OUTCROP
 FQ0406_STAMPING: K 491 1982
 FQ0406_MARK LOGO: NGS   
 FQ0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0406+STABILITY: POSITION/ELEVATION WELL
 FQ0406
 FQ0406  HISTORY     - Date     Condition        Report By
 FQ0406  HISTORY     - 1982     MONUMENTED       NGS
 FQ0406
 FQ0406                          STATION DESCRIPTION
 FQ0406
 FQ0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0406'21.4 KM (13.3 MI) SW FROM FLAGSTAFF.
 FQ0406'21.4 KM (13.3 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0406'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE
 FQ0406'BASE OF A HIGH SANDSTONE CUT ON THE INSIDE OF A CURVE, 7.0 METERS
 FQ0406'(23.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 27.4 METERS (90.0 FT)
 FQ0406'NORTHEAST OF THE SOUTHWEST END OF A STEEL GUARD RAIL, 16.4 METERS
 FQ0406'(54.0 FT) NORTHEAST OF THE NORTHWEST END OF A 24 INCH CORRUGATED METAL
 FQ0406'PIPE CULVERT.
 FQ0406'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FQ0406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0460 ***********************************************************************
 FQ0460  DESIGNATION -  K 492
 FQ0460  PID         -  FQ0460
 FQ0460  STATE/COUNTY-  AZ/COCONINO
 FQ0460  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0460
 FQ0460                         *CURRENT SURVEY CONTROL
 FQ0460  ___________________________________________________________________
 FQ0460* NAD 83(1986)-  35 15 41.     (N)    111 32 58.     (W)     SCALED    
 FQ0460* NAVD 88     -      2057.592  (meters)    6750.62   (feet)  ADJUSTED  
 FQ0460  ___________________________________________________________________
 FQ0460  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0460  DYNAMIC HT  -        2054.683 (meters)    6741.07  (feet)  COMP
 FQ0460  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 FQ0460
 FQ0460  VERT ORDER  -  FIRST     CLASS II
 FQ0460
 FQ0460.The horizontal coordinates were scaled from a topographic map and have
 FQ0460.an estimated accuracy of +/- 6 seconds.
 FQ0460
 FQ0460.The orthometric height was determined by differential leveling
 FQ0460.and adjusted in June 1991.
 FQ0460
 FQ0460.The geoid height was determined by GEOID03.
 FQ0460
 FQ0460.The dynamic height is computed by dividing the NAVD 88
 FQ0460.geopotential number by the normal gravity value computed on the
 FQ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0460.degrees latitude (g = 980.6199 gals.).
 FQ0460
 FQ0460.The modeled gravity was interpolated from observed gravity values.
 FQ0460
 FQ0460;                    North         East    Units  Estimated Accuracy
 FQ0460;SPC AZ C     -   472,630.      246,770.      MT  (+/- 180 meters Scaled)
 FQ0460
 FQ0460                          SUPERSEDED SURVEY CONTROL
 FQ0460
 FQ0460.No superseded survey control is available for this station.
 FQ0460
 FQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE500021(NAD 83)
 FQ0460_MARKER: I = METAL ROD
 FQ0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0460_SP_SET: STAINLESS STEEL ROD
 FQ0460_STAMPING: K 492 1982
 FQ0460_MARK LOGO: NGS   
 FQ0460_PROJECTION: FLUSH
 FQ0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0460_ROD/PIPE-DEPTH: 6.0  meters
 FQ0460
 FQ0460  HISTORY     - Date     Condition        Report By
 FQ0460  HISTORY     - 1982     MONUMENTED       NGS
 FQ0460
 FQ0460                          STATION DESCRIPTION
 FQ0460
 FQ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0460'16.1 KM (10.0 MI) NORTH FROM FLAGSTAFF.
 FQ0460'16.1 KM (10.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0460'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.2 KM (0.1 MI) NORTHEAST
 FQ0460'OF MILEPOST 422, AT THE ENTRANCE TO THE HORSEMANS LODGE, 15.8 METERS
 FQ0460'(52 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 10.9 METERS (36 FT)
 FQ0460'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 1.0 METER (3 FT) NORTHWEST OF A
 FQ0460'POWER POLE WITH A LIGHT ATTACHED, 0.3 METER (1 FT) SOUTHEAST OF A PIPE
 FQ0460'FENCE.
 FQ0460'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FQ0460'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0666 ***********************************************************************
 ES0666  DESIGNATION -  K 493
 ES0666  PID         -  ES0666
 ES0666  STATE/COUNTY-  AZ/YAVAPAI
 ES0666  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0666
 ES0666                         *CURRENT SURVEY CONTROL
 ES0666  ___________________________________________________________________
 ES0666* NAD 83(1986)-  34 45 21.     (N)    111 57 13.     (W)     SCALED    
 ES0666* NAVD 88     -      1104.009  (meters)    3622.07   (feet)  ADJUSTED  
 ES0666  ___________________________________________________________________
 ES0666  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 ES0666  DYNAMIC HT  -        1102.623 (meters)    3617.52  (feet)  COMP
 ES0666  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 ES0666
 ES0666  VERT ORDER  -  FIRST     CLASS II
 ES0666
 ES0666.The horizontal coordinates were scaled from a topographic map and have
 ES0666.an estimated accuracy of +/- 6 seconds.
 ES0666
 ES0666.The orthometric height was determined by differential leveling
 ES0666.and adjusted in June 1991.
 ES0666
 ES0666.The geoid height was determined by GEOID03.
 ES0666
 ES0666.The dynamic height is computed by dividing the NAVD 88
 ES0666.geopotential number by the normal gravity value computed on the
 ES0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0666.degrees latitude (g = 980.6199 gals.).
 ES0666
 ES0666.The modeled gravity was interpolated from observed gravity values.
 ES0666
 ES0666;                    North         East    Units  Estimated Accuracy
 ES0666;SPC AZ C     -   416,490.      209,980.      MT  (+/- 180 meters Scaled)
 ES0666
 ES0666                          SUPERSEDED SURVEY CONTROL
 ES0666
 ES0666.No superseded survey control is available for this station.
 ES0666
 ES0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD127463(NAD 83)
 ES0666_MARKER: DB = BENCH MARK DISK
 ES0666_SETTING: 66 = SET IN ROCK OUTCROP
 ES0666_SP_SET: ROCK OUTCROP
 ES0666_STAMPING: K 493 1982
 ES0666_MARK LOGO: NGS   
 ES0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0666+STABILITY: POSITION/ELEVATION WELL
 ES0666
 ES0666  HISTORY     - Date     Condition        Report By
 ES0666  HISTORY     - 1982     MONUMENTED       NGS
 ES0666  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ES0666
 ES0666                          STATION DESCRIPTION
 ES0666
 ES0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0666'6.1 KM (3.8 MI) NE FROM COTTONWOOD.
 ES0666'6.1 KM (3.8 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0666'JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, IN TOP OF A SANDSTONE
 ES0666'OUTCROP IN THE SOUTHWEST END OF A LOW CUT, AT WIRE GATES ON BOTH SIDES
 ES0666'OF THE HIGHWAY, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 359, 5.4 METERS
 ES0666'(18 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 18.2 METERS (60 FT) WEST
 ES0666'OF THE SOUTHWEST END OF A GATE, 30.4 METERS (100 FT) SOUTH OF THE
 ES0666'SOUTHWEST END OF A GATE.
 ES0666'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0666'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0666
 ES0666                          STATION RECOVERY (2005)
 ES0666
 ES0666'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0666'MARK NOT FOUND.
 ES0666'ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0689 ***********************************************************************
 ES0689  DESIGNATION -  K 494
 ES0689  PID         -  ES0689
 ES0689  STATE/COUNTY-  AZ/YAVAPAI
 ES0689  USGS QUAD   -  CAMP VERDE (1969)
 ES0689
 ES0689                         *CURRENT SURVEY CONTROL
 ES0689  ___________________________________________________________________
 ES0689* NAD 83(1986)-  34 31 16.     (N)    111 46 31.     (W)     SCALED    
 ES0689* NAVD 88     -       980.321  (meters)    3216.27   (feet)  ADJUSTED  
 ES0689  ___________________________________________________________________
 ES0689  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES0689  DYNAMIC HT  -         979.087 (meters)    3212.22  (feet)  COMP
 ES0689  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 ES0689
 ES0689  VERT ORDER  -  FIRST     CLASS II
 ES0689
 ES0689.The horizontal coordinates were scaled from a topographic map and have
 ES0689.an estimated accuracy of +/- 6 seconds.
 ES0689
 ES0689.The orthometric height was determined by differential leveling
 ES0689.and adjusted in June 1991.
 ES0689
 ES0689.The geoid height was determined by GEOID03.
 ES0689
 ES0689.The dynamic height is computed by dividing the NAVD 88
 ES0689.geopotential number by the normal gravity value computed on the
 ES0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0689.degrees latitude (g = 980.6199 gals.).
 ES0689
 ES0689.The modeled gravity was interpolated from observed gravity values.
 ES0689
 ES0689;                    North         East    Units  Estimated Accuracy
 ES0689;SPC AZ C     -   390,460.      226,340.      MT  (+/- 180 meters Scaled)
 ES0689
 ES0689                          SUPERSEDED SURVEY CONTROL
 ES0689
 ES0689.No superseded survey control is available for this station.
 ES0689
 ES0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD288202(NAD 83)
 ES0689_MARKER: I = METAL ROD
 ES0689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0689_SP_SET: STAINLESS STEEL ROD
 ES0689_STAMPING: K 494 1982
 ES0689_MARK LOGO: NGS   
 ES0689_PROJECTION: FLUSH
 ES0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0689+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 ES0689_ROD/PIPE-DEPTH: 4.6  meters
 ES0689
 ES0689  HISTORY     - Date     Condition        Report By
 ES0689  HISTORY     - 1982     MONUMENTED       NGS
 ES0689  HISTORY     - 19980228 GOOD             USPSQD
 ES0689  HISTORY     - 20040904 GOOD             DEWDAV
 ES0689
 ES0689                          STATION DESCRIPTION
 ES0689
 ES0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0689'10.3 KM (6.4 MI) SE FROM CAMP VERDE.
 ES0689'10.3 KM (6.4 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0689'OFFICE IN CAMP VERDE, IN THE NORTHEAST CORNER OF THE Y JUNCTION OF A
 ES0689'DIRT ROAD LEADING SOUTHEAST TO CLEAR CREEK CAMPGROUND, ACROSS THE
 ES0689'HIGHWAY FROM A MOBILE HOME PARK, 0.2 KM (0.1 MI) NORTH OF THE BRIDGE
 ES0689'OVER CLEAR CREEK, 19.2 METERS (63 FT) EAST OF THE HIGHWAY CENTERLINE,
 ES0689'13.0 METERS (43 FT) NORTH OF THE DIRT ROAD CENTER, 4.5 METERS (15 FT)
 ES0689'EAST OF THE EAST END OF A STONE, FOREST SERVICE SIGN, 0.5 METER (1.5
 ES0689'FT) WEST OF A FENCE, 8.0 METERS (26 FT) NORTH-NORTHEAST OF THE NORTH
 ES0689'END OF A 18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0689'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 ES0689'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0689
 ES0689                          STATION RECOVERY (1998)
 ES0689
 ES0689'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0689'RECOVERED IN GOOD CONDITION.
 ES0689
 ES0689                          STATION RECOVERY (2004)
 ES0689
 ES0689'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 ES0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0717 ***********************************************************************
 ES0717  DESIGNATION -  K 495
 ES0717  PID         -  ES0717
 ES0717  STATE/COUNTY-  AZ/GILA
 ES0717  USGS QUAD   -  STRAWBERRY (1967)
 ES0717
 ES0717                         *CURRENT SURVEY CONTROL
 ES0717  ___________________________________________________________________
 ES0717* NAD 83(1986)-  34 24 29.     (N)    111 35 00.     (W)     SCALED    
 ES0717* NAVD 88     -      1606.574  (meters)    5270.90   (feet)  ADJUSTED  
 ES0717  ___________________________________________________________________
 ES0717  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 ES0717  DYNAMIC HT  -        1604.353 (meters)    5263.61  (feet)  COMP
 ES0717  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 ES0717  OBS GRAVITY -     979,197.7   (mgal)                       GRAV_OBS
 ES0717
 ES0717  VERT ORDER  -  FIRST     CLASS II
 ES0717
 ES0717.The horizontal coordinates were scaled from a topographic map and have
 ES0717.an estimated accuracy of +/- 6 seconds.
 ES0717
 ES0717.The orthometric height was determined by differential leveling
 ES0717.and adjusted in June 1991.
 ES0717
 ES0717.The geoid height was determined by GEOID03.
 ES0717
 ES0717.The dynamic height is computed by dividing the NAVD 88
 ES0717.geopotential number by the normal gravity value computed on the
 ES0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0717.degrees latitude (g = 980.6199 gals.).
 ES0717
 ES0717.The modeled gravity was interpolated from observed gravity values.
 ES0717.The observed gravity was obtained from relative gravimeter ties
 ES0717.to the IGSN71 gravity network.
 ES0717
 ES0717;                    North         East    Units  Estimated Accuracy
 ES0717;SPC AZ E     -   378,820.       83,120.      MT  (+/- 180 meters Scaled)
 ES0717
 ES0717                          SUPERSEDED SURVEY CONTROL
 ES0717
 ES0717.No superseded survey control is available for this station.
 ES0717
 ES0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD463075(NAD 83)
 ES0717_MARKER: DB = BENCH MARK DISK
 ES0717_SETTING: 66 = SET IN ROCK OUTCROP
 ES0717_SP_SET: ROCK OUTCROP
 ES0717_STAMPING: K 495 1982
 ES0717_MARK LOGO: NGS   
 ES0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0717+STABILITY: POSITION/ELEVATION WELL
 ES0717
 ES0717  HISTORY     - Date     Condition        Report By
 ES0717  HISTORY     - 1982     MONUMENTED       NGS
 ES0717
 ES0717                          STATION DESCRIPTION
 ES0717
 ES0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0717'14.5 KM (9.0 MI) NW FROM PINE.
 ES0717'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0717'IN PINE, THENCE 9.6 KM (6.0 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0717'OF A 2 BY 2 FOOT LEDGE OF OUTCROP, 0.3 KM (0.2 MI) WEST OF A PROMINENT
 ES0717'KNOLL ON THE OUTSIDE OF A CURVE FORMED BY THE ROAD CUT, 4.3 METERS (14
 ES0717'FT) SOUTH OF THE ROAD CENTERLINE.
 ES0717'THE MARK IS 0.1 METERS  W FROM A WITNESS POST.
 ES0717'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0736 ***********************************************************************
 ES0736  DESIGNATION -  K 496
 ES0736  PID         -  ES0736
 ES0736  STATE/COUNTY-  AZ/GILA
 ES0736  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0736
 ES0736                         *CURRENT SURVEY CONTROL
 ES0736  ___________________________________________________________________
 ES0736* NAD 83(1986)-  34 19 00.     (N)    111 23 20.     (W)     SCALED    
 ES0736* NAVD 88     -      1477.243  (meters)    4846.59   (feet)  ADJUSTED  
 ES0736  ___________________________________________________________________
 ES0736  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 ES0736  DYNAMIC HT  -        1475.222 (meters)    4839.96  (feet)  COMP
 ES0736  MODELED GRAV-     979,215.4   (mgal)                       NAVD 88
 ES0736
 ES0736  VERT ORDER  -  FIRST     CLASS II
 ES0736
 ES0736.The horizontal coordinates were scaled from a topographic map and have
 ES0736.an estimated accuracy of +/- 6 seconds.
 ES0736
 ES0736.The orthometric height was determined by differential leveling
 ES0736.and adjusted in June 1991.
 ES0736
 ES0736.The geoid height was determined by GEOID03.
 ES0736
 ES0736.The dynamic height is computed by dividing the NAVD 88
 ES0736.geopotential number by the normal gravity value computed on the
 ES0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0736.degrees latitude (g = 980.6199 gals.).
 ES0736
 ES0736.The modeled gravity was interpolated from observed gravity values.
 ES0736
 ES0736;                    North         East    Units  Estimated Accuracy
 ES0736;SPC AZ E     -   368,450.      100,870.      MT  (+/- 180 meters Scaled)
 ES0736
 ES0736                          SUPERSEDED SURVEY CONTROL
 ES0736
 ES0736.No superseded survey control is available for this station.
 ES0736
 ES0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC642973(NAD 83)
 ES0736_MARKER: DB = BENCH MARK DISK
 ES0736_SETTING: 66 = SET IN ROCK OUTCROP
 ES0736_SP_SET: ROCK OUTCROP
 ES0736_STAMPING: K 496 1982
 ES0736_MARK LOGO: NGS   
 ES0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0736+STABILITY: POSITION/ELEVATION WELL
 ES0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0736+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 ES0736
 ES0736  HISTORY     - Date     Condition        Report By
 ES0736  HISTORY     - 1982     MONUMENTED       NGS
 ES0736  HISTORY     - 19980819 GOOD             USPSQD
 ES0736  HISTORY     - 20080808 GOOD             GEOCAC
 ES0736
 ES0736                          STATION DESCRIPTION
 ES0736
 ES0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0736'10.9 KM (6.8 MI) SE FROM PINE.
 ES0736'10.9 KM (6.8 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0736'IN PINE, ACROSS THE HIGHWAY FROM THE WEST END OF A TURN OUT AREA, IN
 ES0736'TOP OF A LOWER LEDGE OF LIMESTONE OUTCROP PROJECTING 1 FOOT ABOVE THE
 ES0736'SURFACE OF THE GROUND, 5.4 METERS (18 FT) NORTH OF THE HIGHWAY
 ES0736'CENTERLINE.
 ES0736'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0736'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0736
 ES0736                          STATION RECOVERY (1998)
 ES0736
 ES0736'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0736'RECOVERED IN GOOD CONDITION.
 ES0736
 ES0736                          STATION RECOVERY (2008)
 ES0736
 ES0736'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0736'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0736'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0736'CEMENTED BASE. HANDHELD COORDINATES
 ES0736'34 18 59.7 (N)   111 23 22.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0762 ***********************************************************************
 ES0762  DESIGNATION -  K 497
 ES0762  PID         -  ES0762
 ES0762  STATE/COUNTY-  AZ/GILA
 ES0762  USGS QUAD   -  GISELA (1972)
 ES0762
 ES0762                         *CURRENT SURVEY CONTROL
 ES0762  ___________________________________________________________________
 ES0762* NAD 83(1986)-  34 00 48.     (N)    111 18 57.     (W)     SCALED    
 ES0762* NAVD 88     -       863.727  (meters)    2833.74   (feet)  ADJUSTED  
 ES0762  ___________________________________________________________________
 ES0762  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 ES0762  DYNAMIC HT  -         862.631 (meters)    2830.15  (feet)  COMP
 ES0762  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 ES0762
 ES0762  VERT ORDER  -  FIRST     CLASS II
 ES0762
 ES0762.The horizontal coordinates were scaled from a topographic map and have
 ES0762.an estimated accuracy of +/- 6 seconds.
 ES0762
 ES0762.The orthometric height was determined by differential leveling
 ES0762.and adjusted in June 1991.
 ES0762
 ES0762.The geoid height was determined by GEOID03.
 ES0762
 ES0762.The dynamic height is computed by dividing the NAVD 88
 ES0762.geopotential number by the normal gravity value computed on the
 ES0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0762.degrees latitude (g = 980.6199 gals.).
 ES0762
 ES0762.The modeled gravity was interpolated from observed gravity values.
 ES0762
 ES0762;                    North         East    Units  Estimated Accuracy
 ES0762;SPC AZ E     -   334,730.      107,220.      MT  (+/- 180 meters Scaled)
 ES0762
 ES0762                          SUPERSEDED SURVEY CONTROL
 ES0762
 ES0762.No superseded survey control is available for this station.
 ES0762
 ES0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC708636(NAD 83)
 ES0762_MARKER: DB = BENCH MARK DISK
 ES0762_SETTING: 66 = SET IN ROCK OUTCROP
 ES0762_SP_SET: ROCK OUTCROP
 ES0762_STAMPING: K 497 1982
 ES0762_MARK LOGO: NGS   
 ES0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0762+STABILITY: POSITION/ELEVATION WELL
 ES0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0762+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0762
 ES0762  HISTORY     - Date     Condition        Report By
 ES0762  HISTORY     - 1982     MONUMENTED       NGS
 ES0762  HISTORY     - 20080307 GOOD             GEOCAC
 ES0762
 ES0762                          STATION DESCRIPTION
 ES0762
 ES0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0762'17.7 KM (11.0 MI) NORTH FROM PUNKIN CENTER.
 ES0762'17.2 KM (10.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 ES0762'IN PUNKIN CENTER, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG RYE CREEK
 ES0762'ROAD, IN TOP OF A 4 BY 6 FOOT PORTION OF OUTCROP FLUSH WITH THE GROUND
 ES0762'AND ON THE WEST SLOPE OF A ROCKY KNOLL, 0.5 KM (0.3 MI) NORTHEAST OF
 ES0762'JAKES CORNER, 18.0 METERS (59 FT) EAST OF THE ROAD CENTERLINE, 15.8
 ES0762'METERS (52 FT) EAST OF POWER POLE 385, 8.5 METERS (28 FT) NORTH OF BM
 ES0762'W 26 USGS.
 ES0762'THE MARK IS 5.5 METERS  N FROM A WITNESS POST.
 ES0762'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0762
 ES0762                          STATION RECOVERY (2008)
 ES0762
 ES0762'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0762'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0762'34 00 49.1 (N)   111 18 57.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1635 ***********************************************************************
 DU1635  DESIGNATION -  K 498
 DU1635  PID         -  DU1635
 DU1635  STATE/COUNTY-  AZ/GILA
 DU1635  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1635
 DU1635                         *CURRENT SURVEY CONTROL
 DU1635  ___________________________________________________________________
 DU1635* NAD 83(1986)-  33 42 11.     (N)    111 11 51.     (W)     SCALED    
 DU1635* NAVD 88     -       729.396  (meters)    2393.03   (feet)  ADJUSTED  
 DU1635  ___________________________________________________________________
 DU1635  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DU1635  DYNAMIC HT  -         728.471 (meters)    2389.99  (feet)  COMP
 DU1635  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 DU1635
 DU1635  VERT ORDER  -  FIRST     CLASS II
 DU1635
 DU1635.The horizontal coordinates were scaled from a topographic map and have
 DU1635.an estimated accuracy of +/- 6 seconds.
 DU1635
 DU1635.The orthometric height was determined by differential leveling
 DU1635.and adjusted in June 1991.
 DU1635
 DU1635.The geoid height was determined by GEOID03.
 DU1635
 DU1635.The dynamic height is computed by dividing the NAVD 88
 DU1635.geopotential number by the normal gravity value computed on the
 DU1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1635.degrees latitude (g = 980.6199 gals.).
 DU1635
 DU1635.The modeled gravity was interpolated from observed gravity values.
 DU1635
 DU1635;                    North         East    Units  Estimated Accuracy
 DU1635;SPC AZ E     -   300,200.      117,800.      MT  (+/- 180 meters Scaled)
 DU1635
 DU1635                          SUPERSEDED SURVEY CONTROL
 DU1635
 DU1635.No superseded survey control is available for this station.
 DU1635
 DU1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC816292(NAD 83)
 DU1635_MARKER: I = METAL ROD
 DU1635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1635_SP_SET: STAINLESS STEEL ROD
 DU1635_STAMPING: K 498 1983
 DU1635_MARK LOGO: NGS   
 DU1635_PROJECTION: FLUSH
 DU1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1635_ROD/PIPE-DEPTH: 7.0  meters
 DU1635
 DU1635  HISTORY     - Date     Condition        Report By
 DU1635  HISTORY     - 1983     MONUMENTED       NGS
 DU1635
 DU1635                          STATION DESCRIPTION
 DU1635
 DU1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1635'6.9 KM (4.3 MI) NW FROM ROOSEVELT DAM.
 DU1635'6.9 KM (4.3 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1635'ROOSEVELT DAM, ON TOP OF A LARGE FLAT RIDGE, 0.5 KM (0.3 MI) WEST OF A
 DU1635'HORSESHOE CURVE, 21.7 METERS (71 FT) SOUTHEAST OF THE HIGHWAY
 DU1635'CENTERLINE, 14.0 METERS (46 FT) SOUTHEAST OF MILEPOST 246.
 DU1635'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DU1635'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0355 ***********************************************************************
 GP0355  DESIGNATION -  K 499
 GP0355  PID         -  GP0355
 GP0355  STATE/COUNTY-  AZ/COCONINO
 GP0355  USGS QUAD   -  FERRY SWALE (1985)
 GP0355
 GP0355                         *CURRENT SURVEY CONTROL
 GP0355  ___________________________________________________________________
 GP0355* NAD 83(1986)-  36 58 36.     (N)    111 31 15.     (W)     SCALED    
 GP0355* NAVD 88     -      1233.827  (meters)    4047.98   (feet)  ADJUSTED  
 GP0355  ___________________________________________________________________
 GP0355  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0355  DYNAMIC HT  -        1232.429 (meters)    4043.39  (feet)  COMP
 GP0355  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 GP0355
 GP0355  VERT ORDER  -  FIRST     CLASS II
 GP0355
 GP0355.The horizontal coordinates were scaled from a topographic map and have
 GP0355.an estimated accuracy of +/- 6 seconds.
 GP0355
 GP0355.The orthometric height was determined by differential leveling
 GP0355.and adjusted in June 1991.
 GP0355
 GP0355.The geoid height was determined by GEOID03.
 GP0355
 GP0355.The dynamic height is computed by dividing the NAVD 88
 GP0355.geopotential number by the normal gravity value computed on the
 GP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0355.degrees latitude (g = 980.6199 gals.).
 GP0355
 GP0355.The modeled gravity was interpolated from observed gravity values.
 GP0355
 GP0355;                    North         East    Units  Estimated Accuracy
 GP0355;SPC AZ C     -   662,950.      248,600.      MT  (+/- 180 meters Scaled)
 GP0355
 GP0355                          SUPERSEDED SURVEY CONTROL
 GP0355
 GP0355.No superseded survey control is available for this station.
 GP0355
 GP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF536924(NAD 83)
 GP0355_MARKER: DB = BENCH MARK DISK
 GP0355_SETTING: 66 = SET IN ROCK OUTCROP
 GP0355_SP_SET: ROCK OUTCROP
 GP0355_STAMPING: K 499 1983
 GP0355_MARK LOGO: NGS   
 GP0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0355+STABILITY: POSITION/ELEVATION WELL
 GP0355
 GP0355  HISTORY     - Date     Condition        Report By
 GP0355  HISTORY     - 1983     MONUMENTED       NGS
 GP0355
 GP0355                          STATION DESCRIPTION
 GP0355
 GP0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0355'6.2 KM (3.9 MI) NW FROM PAGE.
 GP0355'6.25 KM (3.9 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE SOUTHWEST END
 GP0355'OF THE GLEN CANYON DAM IN PAGE, IN TOP OF AND 0.45 METER (1.5 FT)
 GP0355'SOUTHWEST OF THE NORTHEAST AND BOTTOM EDGE OF A 40- BY 175 FT PORTION
 GP0355'OF SANDSTONE BEDROCK IN A SLOPING HIGHWAY CUT ON THE INSIDE OF A
 GP0355'CURVE, AT THE T-JUNCTION OF AN ABANDONED TRACK ROAD LEADING NORTHEAST,
 GP0355'0.8 KM (0.4 MI) EAST OF MILEPOST 554, 20.4 METERS (67 FT) SOUTHWEST OF
 GP0355'THE HIGHWAY CENTERLINE, 51.2 METERS (168 FT) SOUTHWEST ACROSS THE
 GP0355'HIGHWAY FROM BM E 405, 30.5 METERS (100 FT) NORTHEAST OF THE RIGHT OF
 GP0355'WAY FENCE, 20.1 METERS (66 FT) NORTHWEST OF THE EXTENDED CENTER OF A
 GP0355'DIRT ROAD LEADING NORTHEAST.
 GP0355'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GP0355'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0498 ***********************************************************************
 CG0498  DESIGNATION -  K 49=TRISTA
 CG0498  PID         -  CG0498
 CG0498  STATE/COUNTY-  AZ/PIMA
 CG0498  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0498
 CG0498                         *CURRENT SURVEY CONTROL
 CG0498  ___________________________________________________________________
 CG0498* NAD 83(1992)-  31 51 35.19394(N)    111 03 02.57368(W)     ADJUSTED  
 CG0498* NAVD 88     -      1012.37   (+/-2cm)    3321.4    (feet)  VERTCON   
 CG0498  ___________________________________________________________________
 CG0498  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CG0498  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0498  HORZ ORDER  -  SECOND
 CG0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0498
 CG0498.The horizontal coordinates were established by classical geodetic methods
 CG0498.and adjusted by the National Geodetic Survey in August 1993.
 CG0498
 CG0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0498.The vertical order pertains to the NGVD 29 superseded value.
 CG0498
 CG0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0498
 CG0498.The geoid height was determined by GEOID03.
 CG0498
 CG0498;                    North         East     Units Scale Factor Converg.
 CG0498;SPC AZ C     -    95,646.644   295,303.986   MT  0.99998279   +0 27 25.6
 CG0498;SPC AZ C     -   313,801.33    968,845.10   iFT  0.99998279   +0 27 25.6
 CG0498;UTM  12      - 3,524,894.224   495,202.429   MT  0.99960028   -0 01 36.4
 CG0498
 CG0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0498!SPC AZ C     -   0.99984570  x   0.99998279  =   0.99982849
 CG0498!UTM  12      -   0.99984570  x   0.99960028  =   0.99944604
 CG0498
 CG0498                          SUPERSEDED SURVEY CONTROL
 CG0498
 CG0498  NAD 83(1986)-  31 51 35.18857(N)    111 03 02.57136(W) AD(       ) 2
 CG0498  NAD 27      -  31 51 34.89000(N)    111 03 00.24000(W) AD(       ) 2
 CG0498  NGVD 29 (??/??/92) 1011.60   (m)         3318.9    (f) COMPUTED    2 0
 CG0498
 CG0498.Superseded values are not recommended for survey control.
 CG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0498.See file dsdata.txt to determine how the superseded data were derived.
 CG0498
 CG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9520224894(NAD 83)
 CG0498_MARKER: DD = SURVEY DISK
 CG0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0498_STAMPING: K 49 1934
 CG0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0498+STABILITY: SURFACE MOTION
 CG0498
 CG0498  HISTORY     - Date     Condition        Report By
 CG0498  HISTORY     - 1935     MONUMENTED       CGS
 CG0498  HISTORY     - 1954     MARK NOT FOUND   NGS
 CG0498
 CG0498                          STATION DESCRIPTION
 CG0498
 CG0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0498'ABOUT 4 MILES, AIR LINE, WEST OF CONTINENTAL, ABOUT 3 MILES,
 CG0498'AIR LINE, WEST OF U.S. HIGHWAY NO. 89, AND ABOUT 18 FEET SOUTHWEST
 CG0498'OF ROAD.  TO REACH FROM CONTINENTAL, GO SOUTH ON U.S. HIGHWAY NO.
 CG0498'89 FOR 1.7 MILES TO THE TWIN BUTTES ROAD, THEN RIGHT AND GO 3.6
 CG0498'MILES TO STATION SITE.  STATION MARK IS STANDARD U.S. GEOLOGICAL
 CG0498'SURVEY DISK SET IN CONCRETE POST.
 CG0498
 CG0498                          STATION RECOVERY (1954)
 CG0498
 CG0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CG0498'2.9 MI SE FROM TWIN BUTTES.
 CG0498'2.9 MILES SOUTHEAST ALONG THE CONTINENTAL ROAD FROM TWIN BUTTES 78
 CG0498'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 21 FEET WEST OF THE
 CG0498'CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CG0498'TRIANGULATION-STATION DISK, STAMPED K 49 1934 AND SET IN THE TOP OF A
 CG0498'ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0258 ***********************************************************************
 FQ0258  DESIGNATION -  K 5
 FQ0258  PID         -  FQ0258
 FQ0258  STATE/COUNTY-  AZ/COCONINO
 FQ0258  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0258
 FQ0258                         *CURRENT SURVEY CONTROL
 FQ0258  ___________________________________________________________________
 FQ0258* NAD 83(1986)-  35 14 07.     (N)    111 34 23.     (W)     SCALED    
 FQ0258* NAVD 88     -      2102.882  (meters)    6899.21   (feet)  POSTED    
 FQ0258  ___________________________________________________________________
 FQ0258  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0258  DYNAMIC HT  -        2099.860 (meters)    6889.29  (feet)  COMP
 FQ0258  MODELED GRAV-     979,119.7   (mgal)                       NAVD 88
 FQ0258
 FQ0258  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0258
 FQ0258.The horizontal coordinates were scaled from a topographic map and have
 FQ0258.an estimated accuracy of +/- 6 seconds.
 FQ0258
 FQ0258.The orthometric height was determined by differential leveling
 FQ0258.and adjusted by the  in 1992.
 FQ0258.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0258.rate of 0.0 thru 1.0 mm/km.
 FQ0258
 FQ0258.The geoid height was determined by GEOID03.
 FQ0258
 FQ0258.The dynamic height is computed by dividing the NAVD 88
 FQ0258.geopotential number by the normal gravity value computed on the
 FQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0258.degrees latitude (g = 980.6199 gals.).
 FQ0258
 FQ0258.The modeled gravity was interpolated from observed gravity values.
 FQ0258
 FQ0258;                    North         East    Units  Estimated Accuracy
 FQ0258;SPC AZ C     -   469,730.      244,640.      MT  (+/- 180 meters Scaled)
 FQ0258
 FQ0258                          SUPERSEDED SURVEY CONTROL
 FQ0258
 FQ0258  NGVD 29 (??/??/92) 2101.820  (m)         6895.72   (f) ADJ UNCH    1 2
 FQ0258
 FQ0258.Superseded values are not recommended for survey control.
 FQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0258.See file dsdata.txt to determine how the superseded data were derived.
 FQ0258
 FQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD478992(NAD 83)
 FQ0258_MARKER: DB = BENCH MARK DISK
 FQ0258_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0258_SP_SET: ROCK OUTCROP
 FQ0258_STAMPING: ELEV 6895.721 K 5 1921
 FQ0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0258+STABILITY: POSITION/ELEVATION WELL
 FQ0258
 FQ0258  HISTORY     - Date     Condition        Report By
 FQ0258  HISTORY     - 1921     MONUMENTED       CGS
 FQ0258  HISTORY     - 1934     GOOD             NGS
 FQ0258  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0258
 FQ0258                          STATION DESCRIPTION
 FQ0258
 FQ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0258'1.2 MI SE FROM TOWNSEND.
 FQ0258'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF U.S.
 FQ0258'HIGHWAY 89 AT TOWNSEND, COCONINO COUNTY, 0.2 MILE NORTH OF THE
 FQ0258'JUNCTION OF A ROAD LEADING EAST TO A CABIN, OPPISITE A POINT 80 YARDS
 FQ0258'SOUTH OF THE JUNCTION OF THE ELDEN LOOKOUT TRAIL, 68 YARDS EAST OF THE
 FQ0258'CENTERLINE OF THE HIGHWAY, 49 YARDS WEST OF A BARBED-WIRE FENCE LINE,
 FQ0258'AND IN THE TOP OF A PROMINENT LONE ROCK OUTCROP PROJECTING 8 INCHES
 FQ0258'ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 6895.721 K 5 1921.
 FQ0258
 FQ0258                          STATION RECOVERY (1982)
 FQ0258
 FQ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0258'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0151 ***********************************************************************
 GP0151  DESIGNATION -  K 50
 GP0151  PID         -  GP0151
 GP0151  STATE/COUNTY-  AZ/COCONINO
 GP0151  USGS QUAD   -  TUBA CITY (1969)
 GP0151
 GP0151                         *CURRENT SURVEY CONTROL
 GP0151  ___________________________________________________________________
 GP0151* NAD 83(1986)-  36 07 46.     (N)    111 13 18.     (W)     SCALED    
 GP0151* NAVD 88     -      1492.697  (meters)    4897.29   (feet)  ADJUSTED  
 GP0151  ___________________________________________________________________
 GP0151  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0151  DYNAMIC HT  -        1490.829 (meters)    4891.16  (feet)  COMP
 GP0151  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 GP0151
 GP0151  VERT ORDER  -  FIRST     CLASS II
 GP0151
 GP0151.The horizontal coordinates were scaled from a topographic map and have
 GP0151.an estimated accuracy of +/- 6 seconds.
 GP0151
 GP0151.The orthometric height was determined by differential leveling
 GP0151.and adjusted in June 1991.
 GP0151
 GP0151.The geoid height was determined by GEOID03.
 GP0151
 GP0151.The dynamic height is computed by dividing the NAVD 88
 GP0151.geopotential number by the normal gravity value computed on the
 GP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0151.degrees latitude (g = 980.6199 gals.).
 GP0151
 GP0151.The modeled gravity was interpolated from observed gravity values.
 GP0151
 GP0151;                    North         East    Units  Estimated Accuracy
 GP0151;SPC AZ C     -   569,100.      275,920.      MT  (+/- 180 meters Scaled)
 GP0151
 GP0151                          SUPERSEDED SURVEY CONTROL
 GP0151
 GP0151  NGVD 29 (??/??/92) 1491.784  (m)         4894.29   (f) ADJ UNCH    1 2
 GP0151
 GP0151.Superseded values are not recommended for survey control.
 GP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0151.See file dsdata.txt to determine how the superseded data were derived.
 GP0151
 GP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE800983(NAD 83)
 GP0151_MARKER: DB = BENCH MARK DISK
 GP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0151_STAMPING: K 50 1934
 GP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0151+STABILITY: SURFACE MOTION
 GP0151
 GP0151  HISTORY     - Date     Condition        Report By
 GP0151  HISTORY     - 1934     MONUMENTED       CGS
 GP0151  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0151
 GP0151                          STATION DESCRIPTION
 GP0151
 GP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0151'1.1 MI NE FROM TUBA CITY.
 GP0151'1.1 MILES NORTHEAST ALONG THE OLD TONALEA ROAD FROM TUBA CITY,
 GP0151'COCONINO COUNTY, 0.5 MILE SOUTHWEST OF A SMALL CREEK, 0.5 MILE
 GP0151'NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO MOENKOPI, 150
 GP0151'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN LINE WITH A ROW OF
 GP0151'POLES.  A STANDARD DISK, STAMPED K 50 1934 AND SET IN THE TOP OF A
 GP0151'CONCRETE POST.  NOTE-- TUBA CITY POST OFFICE.  0.5 MILE NORTHWEST OF
 GP0151'ALONG MAIN STREET, THENCE 1.0 MILE EAST ALONG GRADED ROAD, 150 FT.
 GP0151'NORTH OF THE CENTERLING OF THE ROAD, AND IN LINE WITH A ROW OF POLES.
 GP0151'SET IN A CONCRETE POST PROJECTING 0.9 FT.  A USC AND GS BENCH MARK
 GP0151'STAMPED K 50 1934.
 GP0151
 GP0151                          STATION RECOVERY (1983)
 GP0151
 GP0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0151'THERE IS A NEW HOUSE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0398 ***********************************************************************
 FP0398  DESIGNATION -  K 500
 FP0398  PID         -  FP0398
 FP0398  STATE/COUNTY-  AZ/APACHE
 FP0398  USGS QUAD   -  NAVAJO NORTH (1972)
 FP0398
 FP0398                         *CURRENT SURVEY CONTROL
 FP0398  ___________________________________________________________________
 FP0398* NAD 83(1986)-  35 09 14.     (N)    109 30 05.     (W)     SCALED    
 FP0398* NAVD 88     -      1751.206  (meters)    5745.41   (feet)  ADJUSTED  
 FP0398  ___________________________________________________________________
 FP0398  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FP0398  DYNAMIC HT  -        1748.766 (meters)    5737.41  (feet)  COMP
 FP0398  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 FP0398
 FP0398  VERT ORDER  -  FIRST     CLASS II
 FP0398
 FP0398.The horizontal coordinates were scaled from a topographic map and have
 FP0398.an estimated accuracy of +/- 6 seconds.
 FP0398
 FP0398.The orthometric height was determined by differential leveling
 FP0398.and adjusted in June 1991.
 FP0398
 FP0398.The geoid height was determined by GEOID03.
 FP0398
 FP0398.The dynamic height is computed by dividing the NAVD 88
 FP0398.geopotential number by the normal gravity value computed on the
 FP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0398.degrees latitude (g = 980.6199 gals.).
 FP0398
 FP0398.The modeled gravity was interpolated from observed gravity values.
 FP0398
 FP0398;                    North         East    Units  Estimated Accuracy
 FP0398;SPC AZ E     -   460,850.      273,970.      MT  (+/- 180 meters Scaled)
 FP0398
 FP0398                          SUPERSEDED SURVEY CONTROL
 FP0398
 FP0398.No superseded survey control is available for this station.
 FP0398
 FP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD365911(NAD 83)
 FP0398_MARKER: I = METAL ROD
 FP0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0398_SP_SET: STAINLESS STEEL ROD
 FP0398_STAMPING: K 500 1983
 FP0398_MARK LOGO: NGS   
 FP0398_PROJECTION: FLUSH
 FP0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0398_ROD/PIPE-DEPTH: 3.4  meters
 FP0398
 FP0398  HISTORY     - Date     Condition        Report By
 FP0398  HISTORY     - 1983     MONUMENTED       NGS
 FP0398
 FP0398                          STATION DESCRIPTION
 FP0398
 FP0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0398'7.3 KM (4.55 MI) SW FROM CHAMBERS.
 FP0398'7.3 KM (4.55 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0398'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.2
 FP0398'KM (0.1 MI) SOUTHWEST OF MILEPOST 329, 42.4 METERS (139.1 FT) EAST OF
 FP0398'THE SOUTHEAST LEG OF A HIGHWAY INFORMATION SIGN (MCCARRELL RD EXIT 1
 FP0398'MILE), 34.7 METERS (113.8 FT) SOUTHWEST OF A UTILITY POLE, 29.0 METERS
 FP0398'(95.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 FP0398'THE HIGHWAY AND 0.3 METER (1.0 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS
 FP0398'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0398'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FP0398'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0804 ***********************************************************************
 ES0804  DESIGNATION -  K 501
 ES0804  PID         -  ES0804
 ES0804  STATE/COUNTY-  AZ/NAVAJO
 ES0804  USGS QUAD   -  SNOWFLAKE (1970)
 ES0804
 ES0804                         *CURRENT SURVEY CONTROL
 ES0804  ___________________________________________________________________
 ES0804* NAD 83(1986)-  34 35 32.     (N)    110 05 12.     (W)     SCALED    
 ES0804* NAVD 88     -      1686.938  (meters)    5534.56   (feet)  ADJUSTED  
 ES0804  ___________________________________________________________________
 ES0804  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0804  DYNAMIC HT  -        1684.545 (meters)    5526.71  (feet)  COMP
 ES0804  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 ES0804
 ES0804  VERT ORDER  -  FIRST     CLASS II
 ES0804
 ES0804.The horizontal coordinates were scaled from a topographic map and have
 ES0804.an estimated accuracy of +/- 6 seconds.
 ES0804
 ES0804.The orthometric height was determined by differential leveling
 ES0804.and adjusted in June 1991.
 ES0804
 ES0804.The geoid height was determined by GEOID03.
 ES0804
 ES0804.The dynamic height is computed by dividing the NAVD 88
 ES0804.geopotential number by the normal gravity value computed on the
 ES0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0804.degrees latitude (g = 980.6199 gals.).
 ES0804
 ES0804.The modeled gravity was interpolated from observed gravity values.
 ES0804
 ES0804;                    North         East    Units  Estimated Accuracy
 ES0804;SPC AZ E     -   398,340.      220,700.      MT  (+/- 180 meters Scaled)
 ES0804
 ES0804                          SUPERSEDED SURVEY CONTROL
 ES0804
 ES0804.No superseded survey control is available for this station.
 ES0804
 ES0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD837282(NAD 83)
 ES0804_MARKER: DB = BENCH MARK DISK
 ES0804_SETTING: 66 = SET IN ROCK OUTCROP
 ES0804_SP_SET: ROCK OUTCROP
 ES0804_STAMPING: K 501 1983
 ES0804_MARK LOGO: NGS   
 ES0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0804+STABILITY: POSITION/ELEVATION WELL
 ES0804
 ES0804  HISTORY     - Date     Condition        Report By
 ES0804  HISTORY     - 1983     MONUMENTED       NGS
 ES0804
 ES0804                          STATION DESCRIPTION
 ES0804
 ES0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0804'35.5 KM (22.05 MI) SOUT FROM HOLBROOK.
 ES0804'35.5 KM (22.05 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0804'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 367,
 ES0804'IN THE CENTER OF THE SOUTHERN 1/2 OF A 12 BY 12 FT EXPOSED AREA OF
 ES0804'OUTCROPPING BEDROCK, 56.4 METERS (185.0 FT) NORTHWEST OF THE NORTHWEST
 ES0804'END OF A HIGHWAY OVERPASS OF FIVE MILE DRAW, 30.2 METERS (99.1 FT)
 ES0804'WEST OF THE CENTERLINE OF THE HIGHWAY AND 10.5 METERS (34.4 FT) NORTH
 ES0804'OF A FENCE CORNER.
 ES0804'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ES0804'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0423 ***********************************************************************
 ER0423  DESIGNATION -  K 502
 ER0423  PID         -  ER0423
 ER0423  STATE/COUNTY-  AZ/NAVAJO
 ER0423  USGS QUAD   -  LAKESIDE (1984)
 ER0423
 ER0423                         *CURRENT SURVEY CONTROL
 ER0423  ___________________________________________________________________
 ER0423* NAD 83(1986)-  34 08 11.     (N)    109 57 02.     (W)     SCALED    
 ER0423* NAVD 88     -      2101.214  (meters)    6893.73   (feet)  ADJUSTED  
 ER0423  ___________________________________________________________________
 ER0423  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ER0423  DYNAMIC HT  -        2098.014 (meters)    6883.23  (feet)  COMP
 ER0423  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 ER0423
 ER0423  VERT ORDER  -  FIRST     CLASS II
 ER0423
 ER0423.The horizontal coordinates were scaled from a topographic map and have
 ER0423.an estimated accuracy of +/- 6 seconds.
 ER0423
 ER0423.The orthometric height was determined by differential leveling
 ER0423.and adjusted in June 1991.
 ER0423
 ER0423.The geoid height was determined by GEOID03.
 ER0423
 ER0423.The dynamic height is computed by dividing the NAVD 88
 ER0423.geopotential number by the normal gravity value computed on the
 ER0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0423.degrees latitude (g = 980.6199 gals.).
 ER0423
 ER0423.The modeled gravity was interpolated from observed gravity values.
 ER0423
 ER0423;                    North         East    Units  Estimated Accuracy
 ER0423;SPC AZ E     -   347,800.      233,290.      MT  (+/- 180 meters Scaled)
 ER0423
 ER0423                          SUPERSEDED SURVEY CONTROL
 ER0423
 ER0423.No superseded survey control is available for this station.
 ER0423
 ER0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC967777(NAD 83)
 ER0423_MARKER: I = METAL ROD
 ER0423_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0423+WITH SETTING: INFORMATION.
 ER0423_SP_SET: SHALLOW SET METAL ROD
 ER0423_STAMPING: K 502 1983
 ER0423_MARK LOGO: NGS   
 ER0423_PROJECTION: FLUSH
 ER0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0423+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2008
 ER0423_ROD/PIPE-DEPTH: 2.4  meters
 ER0423
 ER0423  HISTORY     - Date     Condition        Report By
 ER0423  HISTORY     - 1983     MONUMENTED       NGS
 ER0423  HISTORY     - 20061103 GOOD             GEOCAC
 ER0423  HISTORY     - 20080524 GOOD             GEOCAC
 ER0423
 ER0423                          STATION DESCRIPTION
 ER0423
 ER0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0423'13.8 KM (8.55 MI) NW FROM MCNARY.
 ER0423'0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 ER0423'MCNARY, THENCE 13.7 KM (8.5 MI) NORTHWESTERLY ALONG STATE HIGHWAY 260,
 ER0423'0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 352, 13.9 METERS (45.6 FT)
 ER0423'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 ER0423'HIGHWAY, 8.3 METERS (27.2 FT) NORTH OF THE CENTER OF PINE CREST ROAD
 ER0423'AND 0.5 METER (1.6 FT) EAST OF RIGHT-OF-WAY MARKER NUMBER P.0.T.
 ER0423'196+82.66.  REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 ER0423'POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0423'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ER0423'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ER0423
 ER0423                          STATION RECOVERY (2006)
 ER0423
 ER0423'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ER0423'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ER0423'34 08 10.98 (N)   109 57 02.82 (W)  (NAD 83).
 ER0423
 ER0423                          STATION RECOVERY (2008)
 ER0423
 ER0423'RECOVERY NOTE BY GEOCACHING 2008 (DJH)
 ER0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0390 ***********************************************************************
 FP0390  DESIGNATION -  K 503
 FP0390  PID         -  FP0390
 FP0390  STATE/COUNTY-  AZ/APACHE
 FP0390  USGS QUAD   -  SANDERS (1971)
 FP0390
 FP0390                         *CURRENT SURVEY CONTROL
 FP0390  ___________________________________________________________________
 FP0390* NAD 83(1986)-  35 13 17.     (N)    109 19 28.     (W)     SCALED    
 FP0390* NAVD 88     -      1785.607  (meters)    5858.28   (feet)  ADJUSTED  
 FP0390  ___________________________________________________________________
 FP0390  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 FP0390  DYNAMIC HT  -        1783.127 (meters)    5850.14  (feet)  COMP
 FP0390  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 FP0390
 FP0390  VERT ORDER  -  FIRST     CLASS II
 FP0390
 FP0390.The horizontal coordinates were scaled from a topographic map and have
 FP0390.an estimated accuracy of +/- 6 seconds.
 FP0390
 FP0390.The orthometric height was determined by differential leveling
 FP0390.and adjusted in June 1991.
 FP0390
 FP0390.The geoid height was determined by GEOID03.
 FP0390
 FP0390.The dynamic height is computed by dividing the NAVD 88
 FP0390.geopotential number by the normal gravity value computed on the
 FP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0390.degrees latitude (g = 980.6199 gals.).
 FP0390
 FP0390.The modeled gravity was interpolated from observed gravity values.
 FP0390
 FP0390;                    North         East    Units  Estimated Accuracy
 FP0390;SPC AZ E     -   468,460.      290,030.      MT  (+/- 180 meters Scaled)
 FP0390
 FP0390                          SUPERSEDED SURVEY CONTROL
 FP0390
 FP0390.No superseded survey control is available for this station.
 FP0390
 FP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD524988(NAD 83)
 FP0390_MARKER: DB = BENCH MARK DISK
 FP0390_SETTING: 66 = SET IN ROCK OUTCROP
 FP0390_SP_SET: ROCK OUTCROP
 FP0390_STAMPING: K 503 1983
 FP0390_MARK LOGO: NGS   
 FP0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0390
 FP0390  HISTORY     - Date     Condition        Report By
 FP0390  HISTORY     - 1983     MONUMENTED       NGS
 FP0390
 FP0390                          STATION DESCRIPTION
 FP0390
 FP0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0390'10.9 KM (6.75 MI) NE FROM CHAMBERS.
 FP0390'10.9 KM (6.75 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0390'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0390'THE CENTER OF A 10 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3
 FP0390'KM (0.2 MI) SOUTHWEST OF THE ARIZONA INSPECTION STATION, 0.2 KM (0.1
 FP0390'MI) NORTHEAST OF MILEPOST 340, 71.3 METERS (234.0 FT) SOUTHWEST OF
 FP0390'MILEPOST 340-5, 23.4 METERS (76.8 FT) NORTHWEST OF THE CENTERLINE OF
 FP0390'THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 3.0 METERS (9.8 FT)
 FP0390'SOUTHEAST OF A FENCE.
 FP0390'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FP0390'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0545 ***********************************************************************
 FQ0545  DESIGNATION -  K 504
 FQ0545  PID         -  FQ0545
 FQ0545  STATE/COUNTY-  AZ/COCONINO
 FQ0545  USGS QUAD   -  WINONA (1974)
 FQ0545
 FQ0545                         *CURRENT SURVEY CONTROL
 FQ0545  ___________________________________________________________________
 FQ0545* NAD 83(1986)-  35 12 06.     (N)    111 24 26.     (W)     SCALED    
 FQ0545* NAVD 88     -      1914.576  (meters)    6281.40   (feet)  ADJUSTED  
 FQ0545  ___________________________________________________________________
 FQ0545  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FQ0545  DYNAMIC HT  -        1911.904 (meters)    6272.64  (feet)  COMP
 FQ0545  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 FQ0545
 FQ0545  VERT ORDER  -  FIRST     CLASS II
 FQ0545
 FQ0545.The horizontal coordinates were scaled from a topographic map and have
 FQ0545.an estimated accuracy of +/- 6 seconds.
 FQ0545
 FQ0545.The orthometric height was determined by differential leveling
 FQ0545.and adjusted in June 1991.
 FQ0545
 FQ0545.The geoid height was determined by GEOID03.
 FQ0545
 FQ0545.The dynamic height is computed by dividing the NAVD 88
 FQ0545.geopotential number by the normal gravity value computed on the
 FQ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0545.degrees latitude (g = 980.6199 gals.).
 FQ0545
 FQ0545.The modeled gravity was interpolated from observed gravity values.
 FQ0545
 FQ0545;                    North         East    Units  Estimated Accuracy
 FQ0545;SPC AZ C     -   466,060.      259,750.      MT  (+/- 180 meters Scaled)
 FQ0545
 FQ0545                          SUPERSEDED SURVEY CONTROL
 FQ0545
 FQ0545.No superseded survey control is available for this station.
 FQ0545
 FQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD629954(NAD 83)
 FQ0545_MARKER: DB = BENCH MARK DISK
 FQ0545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0545_SP_SET: PIER
 FQ0545_STAMPING: K 504 1983
 FQ0545_MARK LOGO: NGS   
 FQ0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0545+STABILITY: POSITION/ELEVATION WELL
 FQ0545
 FQ0545  HISTORY     - Date     Condition        Report By
 FQ0545  HISTORY     - 1983     MONUMENTED       NGS
 FQ0545
 FQ0545                          STATION DESCRIPTION
 FQ0545
 FQ0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0545'23.8 KM (14.8 MI) EAST FROM FLAGSTAFF.
 FQ0545'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0545'RAILROAD STATION IN FLAGSTAFF, THENCE 10.2 KM (6.35 MI) EASTERLY ALONG
 FQ0545'INTERSTATE HIGHWAY 40, SET VERTICALLY IN THE EAST FACE OF THE MOST
 FQ0545'SOUTHERLY 1 OF 2 PIER IN THE MEDIAN OF THE HIGHWAY, 27.5 METERS (90.2
 FQ0545'FT) SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY
 FQ0545'AND 11.4 METERS (37.4 FT) NORTHEAST OF THE CENTERLINE OF THE EAST
 FQ0545'BOUND LANES OF THE HIGHWAY.
 FQ0545'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0475 ***********************************************************************
 GP0475  DESIGNATION -  K 505
 GP0475  PID         -  GP0475
 GP0475  STATE/COUNTY-  AZ/COCONINO
 GP0475  USGS QUAD   -  MOENAVE (1969)
 GP0475
 GP0475                         *CURRENT SURVEY CONTROL
 GP0475  ___________________________________________________________________
 GP0475* NAD 83(1986)-  36 08 18.     (N)    111 20 12.     (W)     SCALED    
 GP0475* NAVD 88     -      1457.376  (meters)    4781.41   (feet)  ADJUSTED  
 GP0475  ___________________________________________________________________
 GP0475  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0475  DYNAMIC HT  -        1455.575 (meters)    4775.50  (feet)  COMP
 GP0475  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 GP0475
 GP0475  VERT ORDER  -  FIRST     CLASS II
 GP0475
 GP0475.The horizontal coordinates were scaled from a topographic map and have
 GP0475.an estimated accuracy of +/- 6 seconds.
 GP0475
 GP0475.The orthometric height was determined by differential leveling
 GP0475.and adjusted in June 1991.
 GP0475
 GP0475.The geoid height was determined by GEOID03.
 GP0475
 GP0475.The dynamic height is computed by dividing the NAVD 88
 GP0475.geopotential number by the normal gravity value computed on the
 GP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0475.degrees latitude (g = 980.6199 gals.).
 GP0475
 GP0475.The modeled gravity was interpolated from observed gravity values.
 GP0475
 GP0475;                    North         East    Units  Estimated Accuracy
 GP0475;SPC AZ C     -   570,020.      265,560.      MT  (+/- 180 meters Scaled)
 GP0475
 GP0475                          SUPERSEDED SURVEY CONTROL
 GP0475
 GP0475.No superseded survey control is available for this station.
 GP0475
 GP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE697993(NAD 83)
 GP0475_MARKER: I = METAL ROD
 GP0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0475_SP_SET: STAINLESS STEEL ROD
 GP0475_STAMPING: K 505 1983
 GP0475_MARK LOGO: NGS   
 GP0475_PROJECTION: FLUSH
 GP0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0475_ROD/PIPE-DEPTH: 18.7 meters
 GP0475
 GP0475  HISTORY     - Date     Condition        Report By
 GP0475  HISTORY     - 1983     MONUMENTED       NGS
 GP0475
 GP0475                          STATION DESCRIPTION
 GP0475
 GP0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0475'13.8 KM (8.6 MI) SW FROM TUBA CITY.
 GP0475'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0475'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 5.2 KM (3.25 MI)
 GP0475'NORTHWESTERLY ALONG COUNTY ROAD 23, 15.0 METERS (49.2 FT) NORTHEAST OF
 GP0475'THE CENTER OF A PRIVATE DRIVEWAY LEADING SOUTHWEST TO A LARGE HOUSE,
 GP0475'10.9 METERS (35.8 FT) NORTH OF A FENCE, 7.0 METERS (23.0 FT) NORTH OF
 GP0475'THE CENTER OF THE ROAD, AND 5.1 METERS (16.7 FT) NORTHEAST OF THE
 GP0475'SOUTHEAST CORNER OF A SMALL BOX CULVERT.  NOTE=ACCESS TO THE DATUM
 GP0475'POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0475'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 GP0475'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0452 ***********************************************************************
 GP0452  DESIGNATION -  K 506
 GP0452  PID         -  GP0452
 GP0452  STATE/COUNTY-  AZ/COCONINO
 GP0452  USGS QUAD   -  GOPHER SPRING (1982)
 GP0452
 GP0452                         *CURRENT SURVEY CONTROL
 GP0452  ___________________________________________________________________
 GP0452* NAD 83(1986)-  36 15 16.     (N)    111 01 17.     (W)     SCALED    
 GP0452* NAVD 88     -      1709.014  (meters)    5606.99   (feet)  ADJUSTED  
 GP0452  ___________________________________________________________________
 GP0452  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 GP0452  DYNAMIC HT  -        1706.842 (meters)    5599.86  (feet)  COMP
 GP0452  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 GP0452
 GP0452  VERT ORDER  -  FIRST     CLASS II
 GP0452
 GP0452.The horizontal coordinates were scaled from a topographic map and have
 GP0452.an estimated accuracy of +/- 6 seconds.
 GP0452
 GP0452.The orthometric height was determined by differential leveling
 GP0452.and adjusted in June 1991.
 GP0452
 GP0452.The geoid height was determined by GEOID03.
 GP0452
 GP0452.The dynamic height is computed by dividing the NAVD 88
 GP0452.geopotential number by the normal gravity value computed on the
 GP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0452.degrees latitude (g = 980.6199 gals.).
 GP0452
 GP0452.The modeled gravity was interpolated from observed gravity values.
 GP0452
 GP0452;                    North         East    Units  Estimated Accuracy
 GP0452;SPC AZ C     -   583,120.      293,810.      MT  (+/- 180 meters Scaled)
 GP0452
 GP0452                          SUPERSEDED SURVEY CONTROL
 GP0452
 GP0452.No superseded survey control is available for this station.
 GP0452
 GP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF980121(NAD 83)
 GP0452_MARKER: DB = BENCH MARK DISK
 GP0452_SETTING: 66 = SET IN ROCK OUTCROP
 GP0452_SP_SET: ROCK OUTCROP
 GP0452_STAMPING: K 506 1983
 GP0452_MARK LOGO: NGS   
 GP0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0452+STABILITY: POSITION/ELEVATION WELL
 GP0452
 GP0452  HISTORY     - Date     Condition        Report By
 GP0452  HISTORY     - 1983     MONUMENTED       NGS
 GP0452
 GP0452                          STATION DESCRIPTION
 GP0452
 GP0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0452'25.2 KM (15.65 MI) NE FROM TUBA CITY.
 GP0452'25.2 KM (15.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0452'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE CENTER OF THE
 GP0452'SOUTHERN ONE QUARTER OF A 23- BY 85-FOOT EXPOSED AREA OF OUTCROPPING
 GP0452'BEDROCK, 0.7 KM (0.45 MI) SOUTH OF A DIRT ROAD LEADING EAST, 0.5 KM
 GP0452'(0.3 MI) NORTH OF MILEPOST 337, 59.1 METERS (193.9 FT) WEST OF THE
 GP0452'CENTERLINE OF THE HIGHWAY, 18.3 METERS (60.0 FT) SOUTH OF THE NORTH
 GP0452'EDGE OF THE OUTCROP, 5.2 METERS (17.1 FT) WEST OF THE EAST EDGE OF THE
 GP0452'OUTCROP, AND 1.8 METERS (5.9 FT) EAST OF A FENCE.
 GP0452'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0452'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0381 ***********************************************************************
 GP0381  DESIGNATION -  K 508
 GP0381  PID         -  GP0381
 GP0381  STATE/COUNTY-  AZ/COCONINO
 GP0381  USGS QUAD   -  THE GAP (1981)
 GP0381
 GP0381                         *CURRENT SURVEY CONTROL
 GP0381  ___________________________________________________________________
 GP0381* NAD 83(1986)-  36 15 59.     (N)    111 25 43.     (W)     SCALED    
 GP0381* NAVD 88     -      1580.914  (meters)    5186.72   (feet)  ADJUSTED  
 GP0381  ___________________________________________________________________
 GP0381  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0381  DYNAMIC HT  -        1578.948 (meters)    5180.27  (feet)  COMP
 GP0381  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 GP0381
 GP0381  VERT ORDER  -  FIRST     CLASS II
 GP0381
 GP0381.The horizontal coordinates were scaled from a topographic map and have
 GP0381.an estimated accuracy of +/- 6 seconds.
 GP0381
 GP0381.The orthometric height was determined by differential leveling
 GP0381.and adjusted in June 1991.
 GP0381
 GP0381.The geoid height was determined by GEOID03.
 GP0381
 GP0381.The dynamic height is computed by dividing the NAVD 88
 GP0381.geopotential number by the normal gravity value computed on the
 GP0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0381.degrees latitude (g = 980.6199 gals.).
 GP0381
 GP0381.The modeled gravity was interpolated from observed gravity values.
 GP0381
 GP0381;                    North         East    Units  Estimated Accuracy
 GP0381;SPC AZ C     -   584,180.      257,210.      MT  (+/- 180 meters Scaled)
 GP0381
 GP0381                          SUPERSEDED SURVEY CONTROL
 GP0381
 GP0381.No superseded survey control is available for this station.
 GP0381
 GP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF615135(NAD 83)
 GP0381_MARKER: I = METAL ROD
 GP0381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0381_SP_SET: STAINLESS STEEL ROD
 GP0381_STAMPING: K 508 1983
 GP0381_MARK LOGO: NGS   
 GP0381_PROJECTION: FLUSH
 GP0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0381_ROD/PIPE-DEPTH: 5.5  meters
 GP0381
 GP0381  HISTORY     - Date     Condition        Report By
 GP0381  HISTORY     - 1983     MONUMENTED       NGS
 GP0381
 GP0381                          STATION DESCRIPTION
 GP0381
 GP0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0381'4.8 KM (3.0 MI) SOUTH FROM THE GAP.
 GP0381'4.8 KM (3.0 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT THE
 GP0381'GAP, ON TOP OF A SMALL NARROW RIDGE, 50.9 METERS (167 FT) EAST OF
 GP0381'MILEPOST 495, 29.9 METERS (98 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 GP0381'55.2 METERS (181 FT) NORTHWEST OF THE NORTHEAST END OF A 36-INCH
 GP0381'CORRUGATED METAL PIPE CULVERT, 0.6 METER (2.0 FT) SOUTHWEST OF THE
 GP0381'RIGHT OF WAY FENCE.
 GP0381'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 GP0381'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0010 ***********************************************************************
 GQ0010  DESIGNATION -  K 51
 GQ0010  PID         -  GQ0010
 GQ0010  STATE/COUNTY-  AZ/COCONINO
 GQ0010  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0010
 GQ0010                         *CURRENT SURVEY CONTROL
 GQ0010  ___________________________________________________________________
 GQ0010* NAD 83(1986)-  36 43 44.     (N)    112 03 38.     (W)     SCALED    
 GQ0010* NAVD 88     -      1753.947  (meters)    5754.41   (feet)  POSTED    
 GQ0010  ___________________________________________________________________
 GQ0010  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 GQ0010  DYNAMIC HT  -        1751.790 (meters)    5747.33  (feet)  COMP
 GQ0010  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 GQ0010
 GQ0010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0010
 GQ0010.The horizontal coordinates were scaled from a topographic map and have
 GQ0010.an estimated accuracy of +/- 6 seconds.
 GQ0010
 GQ0010.The orthometric height was determined by differential leveling
 GQ0010.and adjusted by the  in 1992.
 GQ0010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0010.rate of 0.0 thru 1.0 mm/km.
 GQ0010
 GQ0010.The geoid height was determined by GEOID03.
 GQ0010
 GQ0010.The dynamic height is computed by dividing the NAVD 88
 GQ0010.geopotential number by the normal gravity value computed on the
 GQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0010.degrees latitude (g = 980.6199 gals.).
 GQ0010
 GQ0010.The modeled gravity was interpolated from observed gravity values.
 GQ0010
 GQ0010;                    North         East    Units  Estimated Accuracy
 GQ0010;SPC AZ C     -   635,400.      200,510.      MT  (+/- 180 meters Scaled)
 GQ0010
 GQ0010                          SUPERSEDED SURVEY CONTROL
 GQ0010
 GQ0010  NGVD 29 (??/??/92) 1752.896  (m)         5750.96   (f) ADJ UNCH    1 2
 GQ0010
 GQ0010.Superseded values are not recommended for survey control.
 GQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0010.See file dsdata.txt to determine how the superseded data were derived.
 GQ0010
 GQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF053653(NAD 83)
 GQ0010_MARKER: DB = BENCH MARK DISK
 GQ0010_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0010_SP_SET: LIMESTONE OUTCROP
 GQ0010_STAMPING: K 51 1934
 GQ0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0010+STABILITY: POSITION/ELEVATION WELL
 GQ0010
 GQ0010  HISTORY     - Date     Condition        Report By
 GQ0010  HISTORY     - 1934     MONUMENTED       CGS
 GQ0010
 GQ0010                          STATION DESCRIPTION
 GQ0010
 GQ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0010'1.5 MI W FROM HOUSE ROCK SPRINGS.
 GQ0010'1.5 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0010'COUNTY, 66 FEET EAST OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT, 87
 GQ0010'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET SOUTH OF A FALL IN
 GQ0010'A WASH, AND IN THE TOP OF A BROWN LIMESTONE OUTCROP.  A STANDARD DISK,
 GQ0010'STAMPED K 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0516 ***********************************************************************
 FQ0516  DESIGNATION -  K 510
 FQ0516  PID         -  FQ0516
 FQ0516  STATE/COUNTY-  AZ/COCONINO
 FQ0516  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0516
 FQ0516                         *CURRENT SURVEY CONTROL
 FQ0516  ___________________________________________________________________
 FQ0516* NAD 83(1986)-  35 58 00.     (N)    111 23 49.     (W)     SCALED    
 FQ0516* NAVD 88     -      1322.613  (meters)    4339.27   (feet)  ADJUSTED  
 FQ0516  ___________________________________________________________________
 FQ0516  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 FQ0516  DYNAMIC HT  -        1320.987 (meters)    4333.94  (feet)  COMP
 FQ0516  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 FQ0516
 FQ0516  VERT ORDER  -  FIRST     CLASS II
 FQ0516
 FQ0516.The horizontal coordinates were scaled from a topographic map and have
 FQ0516.an estimated accuracy of +/- 6 seconds.
 FQ0516
 FQ0516.The orthometric height was determined by differential leveling
 FQ0516.and adjusted in June 1991.
 FQ0516
 FQ0516.The geoid height was determined by GEOID03.
 FQ0516
 FQ0516.The dynamic height is computed by dividing the NAVD 88
 FQ0516.geopotential number by the normal gravity value computed on the
 FQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0516.degrees latitude (g = 980.6199 gals.).
 FQ0516
 FQ0516.The modeled gravity was interpolated from observed gravity values.
 FQ0516
 FQ0516;                    North         East    Units  Estimated Accuracy
 FQ0516;SPC AZ C     -   550,940.      260,240.      MT  (+/- 180 meters Scaled)
 FQ0516
 FQ0516                          SUPERSEDED SURVEY CONTROL
 FQ0516
 FQ0516.No superseded survey control is available for this station.
 FQ0516
 FQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE642803(NAD 83)
 FQ0516_MARKER: I = METAL ROD
 FQ0516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0516_SP_SET: STAINLESS STEEL ROD
 FQ0516_STAMPING: K 510 1983
 FQ0516_MARK LOGO: NGS   
 FQ0516_PROJECTION: FLUSH
 FQ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0516_ROD/PIPE-DEPTH: 4.8  meters
 FQ0516
 FQ0516  HISTORY     - Date     Condition        Report By
 FQ0516  HISTORY     - 1983     MONUMENTED       NGS
 FQ0516
 FQ0516                          STATION DESCRIPTION
 FQ0516
 FQ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0516'10.3 KM (6.4 MI) NORTH FROM CAMERON.
 FQ0516'10.3 KM (6.4 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0516'CAMERON, ON A SANDY KNOLL, 0.2 KM (0.1 MI) NORTH OF MILEPOST 473, 71.3
 FQ0516'METERS (234 FT) EAST OF THE HIGHWAY CENTERLINE, 3.0 METERS (10 FT)
 FQ0516'NORTH OF A BRACE POLE IN THE RIGHT OF WAY FENCE, 0.6 METER (2 FT) WEST
 FQ0516'OF THE RIGHT OF WAY FENCE.
 FQ0516'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FQ0516'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0493 ***********************************************************************
 FQ0493  DESIGNATION -  K 511
 FQ0493  PID         -  FQ0493
 FQ0493  STATE/COUNTY-  AZ/COCONINO
 FQ0493  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0493
 FQ0493                         *CURRENT SURVEY CONTROL
 FQ0493  ___________________________________________________________________
 FQ0493* NAD 83(1986)-  35 41 58.     (N)    111 29 57.     (W)     SCALED    
 FQ0493* NAVD 88     -      1572.164  (meters)    5158.01   (feet)  ADJUSTED  
 FQ0493  ___________________________________________________________________
 FQ0493  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0493  DYNAMIC HT  -        1570.126 (meters)    5151.32  (feet)  COMP
 FQ0493  MODELED GRAV-     979,282.2   (mgal)                       NAVD 88
 FQ0493
 FQ0493  VERT ORDER  -  FIRST     CLASS II
 FQ0493
 FQ0493.The horizontal coordinates were scaled from a topographic map and have
 FQ0493.an estimated accuracy of +/- 6 seconds.
 FQ0493
 FQ0493.The orthometric height was determined by differential leveling
 FQ0493.and adjusted in June 1991.
 FQ0493
 FQ0493.The geoid height was determined by GEOID03.
 FQ0493
 FQ0493.The dynamic height is computed by dividing the NAVD 88
 FQ0493.geopotential number by the normal gravity value computed on the
 FQ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0493.degrees latitude (g = 980.6199 gals.).
 FQ0493
 FQ0493.The modeled gravity was interpolated from observed gravity values.
 FQ0493
 FQ0493;                    North         East    Units  Estimated Accuracy
 FQ0493;SPC AZ C     -   521,250.      251,140.      MT  (+/- 180 meters Scaled)
 FQ0493
 FQ0493                          SUPERSEDED SURVEY CONTROL
 FQ0493
 FQ0493.No superseded survey control is available for this station.
 FQ0493
 FQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE548507(NAD 83)
 FQ0493_MARKER: DB = BENCH MARK DISK
 FQ0493_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0493_SP_SET: ROCK OUTCROP
 FQ0493_STAMPING: K 511 1983
 FQ0493_MARK LOGO: NGS   
 FQ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0493
 FQ0493  HISTORY     - Date     Condition        Report By
 FQ0493  HISTORY     - 1983     MONUMENTED       NGS
 FQ0493
 FQ0493                          STATION DESCRIPTION
 FQ0493
 FQ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0493'21.2 KM (13.2 MI) SOUTH FROM CAMERON.
 FQ0493'21.2 KM (13.2 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0493'CAMERON, IN TOP OF A 3 BY 4 FOOT PORTION OF VOLCANIC OUTCROP, 0.6 KM
 FQ0493'(0.4 MI) SOUTH OF MILEPOST 454, 16.1 METERS (53 FT) EAST OF THE
 FQ0493'HIGHWAY CENTERLINE, 9.4 METERS (31 FT) EAST OF THE SOUTH END OF A
 FQ0493'HEADWALL, 7.0 METERS (23 FT) WEST OF THE RIGHT OF WAY FENCE.
 FQ0493'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0493'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0426 ***********************************************************************
 GP0426  DESIGNATION -  K 512
 GP0426  PID         -  GP0426
 GP0426  STATE/COUNTY-  AZ/NAVAJO
 GP0426  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0426
 GP0426                         *CURRENT SURVEY CONTROL
 GP0426  ___________________________________________________________________
 GP0426* NAD 83(1986)-  36 28 41.     (N)    110 39 09.     (W)     SCALED    
 GP0426* NAVD 88     -      1915.742  (meters)    6285.23   (feet)  ADJUSTED  
 GP0426  ___________________________________________________________________
 GP0426  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 GP0426  DYNAMIC HT  -        1913.310 (meters)    6277.25  (feet)  COMP
 GP0426  MODELED GRAV-     979,293.8   (mgal)                       NAVD 88
 GP0426
 GP0426  VERT ORDER  -  FIRST     CLASS II
 GP0426
 GP0426.The horizontal coordinates were scaled from a topographic map and have
 GP0426.an estimated accuracy of +/- 6 seconds.
 GP0426
 GP0426.The orthometric height was determined by differential leveling
 GP0426.and adjusted in June 1991.
 GP0426
 GP0426.The geoid height was determined by GEOID03.
 GP0426
 GP0426.The dynamic height is computed by dividing the NAVD 88
 GP0426.geopotential number by the normal gravity value computed on the
 GP0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0426.degrees latitude (g = 980.6199 gals.).
 GP0426
 GP0426.The modeled gravity was interpolated from observed gravity values.
 GP0426
 GP0426;                    North         East    Units  Estimated Accuracy
 GP0426;SPC AZ E     -   607,660.      169,830.      MT  (+/- 180 meters Scaled)
 GP0426
 GP0426                          SUPERSEDED SURVEY CONTROL
 GP0426
 GP0426.No superseded survey control is available for this station.
 GP0426
 GP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF311370(NAD 83)
 GP0426_MARKER: I = METAL ROD
 GP0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0426_SP_SET: STAINLESS STEEL ROD
 GP0426_STAMPING: K 512 1983
 GP0426_MARK LOGO: NGS   
 GP0426_PROJECTION: FLUSH
 GP0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0426_ROD/PIPE-DEPTH: 17.1 meters
 GP0426
 GP0426  HISTORY     - Date     Condition        Report By
 GP0426  HISTORY     - 1983     MONUMENTED       NGS
 GP0426
 GP0426                          STATION DESCRIPTION
 GP0426
 GP0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0426'46.8 KM (29.05 MI) SW FROM KAYENTA.
 GP0426'46.8 KM (29.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0426'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 4.1 KM (2.55 MI) NORTHEAST
 GP0426'OF STATE HIGHWAY 98, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 364,
 GP0426'30.1 METERS (98.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0426'23.3 METERS (76.4 FT) NORTHEAST OF A UTILITY POLE, AND 10.2 METERS
 GP0426'(33.5 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING SOUTHEAST.
 GP0426'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0426'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GP0426'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0401 ***********************************************************************
 GP0401  DESIGNATION -  K 513
 GP0401  PID         -  GP0401
 GP0401  STATE/COUNTY-  AZ/NAVAJO
 GP0401  USGS QUAD   -  KAYENTA WEST (1968)
 GP0401
 GP0401                         *CURRENT SURVEY CONTROL
 GP0401  ___________________________________________________________________
 GP0401* NAD 83(2007)-  36 43 22.27395(N)    110 15 25.23488(W)     NO CHECK  
 GP0401* NAVD 88     -      1732.658  (meters)    5684.56   (feet)  ADJUSTED  
 GP0401  ___________________________________________________________________
 GP0401  EPOCH DATE  -        2007.00
 GP0401  X           -  -1,772,643.155 (meters)                     COMP
 GP0401  Y           -  -4,803,149.821 (meters)                     COMP
 GP0401  Z           -   3,793,809.200 (meters)                     COMP
 GP0401  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 GP0401  ELLIP HEIGHT-        1712.176 (meters)          (02/10/07) NO CHECK
 GP0401  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0401  DYNAMIC HT  -        1730.569 (meters)    5677.71  (feet)  COMP
 GP0401
 GP0401  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0401  Type    PID    Designation                      North   East  Ellip
 GP0401  -------------------------------------------------------------------
 GP0401  NETWORK GP0401 K 513                             0.53   0.41   1.59
 GP0401  -------------------------------------------------------------------
 GP0401  MODELED GRAV-     979,364.3   (mgal)                       NAVD 88
 GP0401
 GP0401  VERT ORDER  -  FIRST     CLASS II
 GP0401
 GP0401.The horizontal coordinates were established by GPS observations
 GP0401.and adjusted by the National Geodetic Survey in February 2007.
 GP0401
 GP0401.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0401.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0401.No horizontal observational check was made to the station.
 GP0401.The horizontal coordinates are valid at the epoch date displayed above.
 GP0401.The epoch date for horizontal control is a decimal equivalence
 GP0401.of Year/Month/Day.
 GP0401
 GP0401.The orthometric height was determined by differential leveling
 GP0401.and adjusted in June 1991.
 GP0401
 GP0401.Photographs are available for this station.
 GP0401
 GP0401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0401
 GP0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0401
 GP0401.The ellipsoidal height was determined by GPS observations
 GP0401.and is referenced to NAD 83.
 GP0401
 GP0401.The geoid height was determined by GEOID03.
 GP0401
 GP0401.The dynamic height is computed by dividing the NAVD 88
 GP0401.geopotential number by the normal gravity value computed on the
 GP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0401.degrees latitude (g = 980.6199 gals.).
 GP0401
 GP0401.The modeled gravity was interpolated from observed gravity values.
 GP0401
 GP0401;                    North         East     Units Scale Factor Converg.
 GP0401;SPC AZ E     -   634,720.673   205,290.131   MT  0.99990080   -0 03 14.5
 GP0401;SPC AZ E     - 2,082,416.91    673,524.05   iFT  0.99990080   -0 03 14.5
 GP0401;UTM  12      - 4,064,385.606   566,348.049   MT  0.99965423   +0 26 39.4
 GP0401
 GP0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0401!SPC AZ E     -   0.99973137  x   0.99990080  =   0.99963220
 GP0401!UTM  12      -   0.99973137  x   0.99965423  =   0.99938569
 GP0401
 GP0401                          SUPERSEDED SURVEY CONTROL
 GP0401
 GP0401  NAD 83(1992)-  36 43 22.27364(N)    110 15 25.23474(W) AD(       ) 1
 GP0401  ELLIP H (01/17/05) 1712.170  (m)                       GP(       ) 4 1
 GP0401  NAVD 88 (01/17/05) 1732.66   (m)         5684.6    (f) LEVELING    3  
 GP0401
 GP0401.Superseded values are not recommended for survey control.
 GP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0401.See file dsdata.txt to determine how the superseded data were derived.
 GP0401
 GP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6634864386(NAD 83)
 GP0401_MARKER: F = FLANGE-ENCASED ROD
 GP0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0401_SP_SET: STAINLESS STEEL ROD
 GP0401_STAMPING: K 513 1983
 GP0401_MARK LOGO: NGS   
 GP0401_PROJECTION: FLUSH
 GP0401_MAGNETIC: I = MARKER IS A STEEL ROD
 GP0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0401+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GP0401_ROD/PIPE-DEPTH: 3.7  meters
 GP0401
 GP0401  HISTORY     - Date     Condition        Report By
 GP0401  HISTORY     - 1983     MONUMENTED       NGS
 GP0401  HISTORY     - 20041109 GOOD             MSAM
 GP0401
 GP0401                          STATION DESCRIPTION
 GP0401
 GP0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0401'1.9 KM (1.2 MI) NE FROM KAYENTA.
 GP0401'1.9 KM (1.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION
 GP0401'WITH U.S. HIGHWAY 160 IN KAYENTA, 0.2 KM (0.1 MI) SOUTH OF THE POST
 GP0401'OFFICE, 89.1 METERS (292.3 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD
 GP0401'LEADING WEST, 54.0 METERS (177.2 FT) SOUTH OF THE CENTER OF A DIRT
 GP0401'ROAD LEADING NORTHWEST, 30.5 METERS (100.1 FT) WEST OF THE CENTERLINE
 GP0401'OF THE HIGHWAY, AND 1.4 METERS (4.6 FT) NORTH OF UTILITY POLE NUMBER
 GP0401'12A 10.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0401'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0401'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GP0401
 GP0401                          STATION RECOVERY (2004)
 GP0401
 GP0401'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 GP0401'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2004
 GP0401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2502 ***********************************************************************
 CZ2502  DESIGNATION -  K 516
 CZ2502  PID         -  CZ2502
 CZ2502  STATE/COUNTY-  AZ/PINAL
 CZ2502  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2502
 CZ2502                         *CURRENT SURVEY CONTROL
 CZ2502  ___________________________________________________________________
 CZ2502* NAD 83(1986)-  32 39 38.     (N)    111 37 11.     (W)     SCALED    
 CZ2502* NAVD 88     -       483.886  (meters)    1587.55   (feet)  ADJUSTED  
 CZ2502  ___________________________________________________________________
 CZ2502  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2502  DYNAMIC HT  -         483.271 (meters)    1585.53  (feet)  COMP
 CZ2502  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 CZ2502
 CZ2502  VERT ORDER  -  FIRST     CLASS II
 CZ2502
 CZ2502.The horizontal coordinates were scaled from a topographic map and have
 CZ2502.an estimated accuracy of +/- 6 seconds.
 CZ2502
 CZ2502.The orthometric height was determined by differential leveling
 CZ2502.and adjusted in November 1993.
 CZ2502
 CZ2502.The geoid height was determined by GEOID03.
 CZ2502
 CZ2502.The dynamic height is computed by dividing the NAVD 88
 CZ2502.geopotential number by the normal gravity value computed on the
 CZ2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2502.degrees latitude (g = 980.6199 gals.).
 CZ2502
 CZ2502.The modeled gravity was interpolated from observed gravity values.
 CZ2502
 CZ2502;                    North         East    Units  Estimated Accuracy
 CZ2502;SPC AZ C     -   184,150.      241,210.      MT  (+/- 180 meters Scaled)
 CZ2502
 CZ2502                          SUPERSEDED SURVEY CONTROL
 CZ2502
 CZ2502.No superseded survey control is available for this station.
 CZ2502
 CZ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418138(NAD 83)
 CZ2502_MARKER: I = METAL ROD
 CZ2502_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2502_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2502_STAMPING: K 516 1991
 CZ2502_MARK LOGO: NGS   
 CZ2502_PROJECTION: PROJECTING 4 CENTIMETERS
 CZ2502_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2502+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2502_ROD/PIPE-DEPTH: 8.3  meters
 CZ2502_SLEEVE-DEPTH  : 0.9 meters
 CZ2502
 CZ2502  HISTORY     - Date     Condition        Report By
 CZ2502  HISTORY     - 1991     MONUMENTED       NGS
 CZ2502
 CZ2502                          STATION DESCRIPTION
 CZ2502
 CZ2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2502'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2502'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ2502'THENCE 14.6 KM (9.05 MI) SOUTHERLY ALONG TOLTEC ROAD, 1.6 KM (1.00
 CZ2502'MI) NORTH OF THE INTERSECTION OF PRETZER ROAD, 31.6 M (103.7 FT) EAST
 CZ2502'OF THE ROAD CENTERLINE, 8.5 M (27.9 FT) SOUTH OF AND LEVEL WITH THE
 CZ2502'CENTER OF A DIRT ROAD, 7.5 M (24.6 FT) NORTHEAST OF THE EAST END OF A
 CZ2502'CHAIN-LINK FENCE AT THE WEST END OF AN IRRIGATION CANAL, 1.6 M (5.2
 CZ2502'FT) WEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 CZ2502'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2302 ***********************************************************************
 DU2302  DESIGNATION -  K 517
 DU2302  PID         -  DU2302
 DU2302  STATE/COUNTY-  AZ/MARICOPA
 DU2302  USGS QUAD   -  BUCKHORN (1982)
 DU2302
 DU2302                         *CURRENT SURVEY CONTROL
 DU2302  ___________________________________________________________________
 DU2302* NAD 83(1986)-  33 23 09.     (N)    111 41 07.     (W)     SCALED    
 DU2302* NAVD 88     -       416.412  (meters)    1366.18   (feet)  ADJUSTED  
 DU2302  ___________________________________________________________________
 DU2302  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU2302  DYNAMIC HT  -         415.914 (meters)    1364.54  (feet)  COMP
 DU2302  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 DU2302
 DU2302  VERT ORDER  -  FIRST     CLASS II
 DU2302
 DU2302.The horizontal coordinates were scaled from a topographic map and have
 DU2302.an estimated accuracy of +/- 6 seconds.
 DU2302
 DU2302.The orthometric height was determined by differential leveling
 DU2302.and adjusted in November 1993.
 DU2302
 DU2302.The geoid height was determined by GEOID03.
 DU2302
 DU2302.The dynamic height is computed by dividing the NAVD 88
 DU2302.geopotential number by the normal gravity value computed on the
 DU2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2302.degrees latitude (g = 980.6199 gals.).
 DU2302
 DU2302.The modeled gravity was interpolated from observed gravity values.
 DU2302
 DU2302;                    North         East    Units  Estimated Accuracy
 DU2302;SPC AZ C     -   264,560.      234,890.      MT  (+/- 180 meters Scaled)
 DU2302
 DU2302                          SUPERSEDED SURVEY CONTROL
 DU2302
 DU2302.No superseded survey control is available for this station.
 DU2302
 DU2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB362942(NAD 83)
 DU2302_MARKER: I = METAL ROD
 DU2302_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2302_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2302_STAMPING: K 517 1992
 DU2302_MARK LOGO: NGS   
 DU2302_PROJECTION: FLUSH
 DU2302_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2302+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2006
 DU2302_ROD/PIPE-DEPTH: 8.4  meters
 DU2302_SLEEVE-DEPTH  : 0.9 meters
 DU2302
 DU2302  HISTORY     - Date     Condition        Report By
 DU2302  HISTORY     - 1992     MONUMENTED       NGS
 DU2302  HISTORY     - 20061031 GOOD             GEOCAC
 DU2302
 DU2302                          STATION DESCRIPTION
 DU2302
 DU2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2302'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2302'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2302'3.3 KM (2.05 MI) SOUTHERLY ALONG SOUTH POWERS ROAD, 17.1 M (56.1 FT)
 DU2302'WEST OF THE WEST CURB OF THE ROAD, 5.7 M (18.7 FT) SOUTH OF A
 DU2302'CHAIN-LINK FENCE CORNER, 2.5 M (8.2 FT) NORTHWEST OF THE NORTHWEST
 DU2302'CORNER OF THE MOST NORTHERLY OF 2 UTILITY PEDESTALS, 2.3 M (7.5 FT)
 DU2302'SOUTH OF UTILITY POLE NUMBER 53 WITH 4 GUY CABLES, 1.0 M (3.3 FT)
 DU2302'BELOW THE LEVEL OF THE ROAD, AND 0.9 M (3.0 FT) EAST OF A WITNESS
 DU2302'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2302'LOGO CAP.
 DU2302
 DU2302                          STATION RECOVERY (2006)
 DU2302
 DU2302'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2326 ***********************************************************************
 DU2326  DESIGNATION -  K 518
 DU2326  PID         -  DU2326
 DU2326  STATE/COUNTY-  AZ/MARICOPA
 DU2326  USGS QUAD   -  MESA (1982)
 DU2326
 DU2326                         *CURRENT SURVEY CONTROL
 DU2326  ___________________________________________________________________
 DU2326* NAD 83(1986)-  33 24 59.     (N)    111 51 24.     (W)     SCALED    
 DU2326* NAVD 88     -       375.255  (meters)    1231.15   (feet)  ADJUSTED  
 DU2326  ___________________________________________________________________
 DU2326  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2326  DYNAMIC HT  -         374.815 (meters)    1229.71  (feet)  COMP
 DU2326  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 DU2326
 DU2326  VERT ORDER  -  FIRST     CLASS II
 DU2326
 DU2326.The horizontal coordinates were scaled from a topographic map and have
 DU2326.an estimated accuracy of +/- 6 seconds.
 DU2326
 DU2326.The orthometric height was determined by differential leveling
 DU2326.and adjusted in November 1993.
 DU2326
 DU2326.The geoid height was determined by GEOID03.
 DU2326
 DU2326.The dynamic height is computed by dividing the NAVD 88
 DU2326.geopotential number by the normal gravity value computed on the
 DU2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2326.degrees latitude (g = 980.6199 gals.).
 DU2326
 DU2326.The modeled gravity was interpolated from observed gravity values.
 DU2326
 DU2326;                    North         East    Units  Estimated Accuracy
 DU2326;SPC AZ C     -   267,930.      218,940.      MT  (+/- 180 meters Scaled)
 DU2326
 DU2326                          SUPERSEDED SURVEY CONTROL
 DU2326
 DU2326.No superseded survey control is available for this station.
 DU2326
 DU2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB203977(NAD 83)
 DU2326_MARKER: I = METAL ROD
 DU2326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2326_SP_SET: STAINLESS STEEL ROD
 DU2326_STAMPING: K 518 1992
 DU2326_MARK LOGO: NGS   
 DU2326_PROJECTION: FLUSH
 DU2326_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2326+STABILITY: POSITION/ELEVATION WELL
 DU2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2326+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DU2326_ROD/PIPE-DEPTH: 5.0  meters
 DU2326
 DU2326  HISTORY     - Date     Condition        Report By
 DU2326  HISTORY     - 1992     MONUMENTED       NGS
 DU2326  HISTORY     - 19940426 GOOD             NGS
 DU2326  HISTORY     - 20051228 POOR             GEOCAC
 DU2326  HISTORY     - 20060828 GOOD             GEOCAC
 DU2326
 DU2326                          STATION DESCRIPTION
 DU2326
 DU2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2326'IN MESA, AT THE INTERSECTION OF NORTH ALMA SCHOOL ROAD AND WEST
 DU2326'PEPPER PLACE, 19.7 M (64.6 FT) EAST OF THE CENTER OF A DRIVEWAY, 11.4
 DU2326'M (37.4 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE PLACE, 8.6 M
 DU2326'(28.2 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE ROAD, AND
 DU2326'0.6 M (2.0 FT) SOUTH OF A UTILITY POLE.
 DU2326
 DU2326                          STATION RECOVERY (1994)
 DU2326
 DU2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU2326'IN MESA, AT THE INTERSECTION OF NORTH ALMA SCHOOL ROAD AND WEST PEPPER
 DU2326'PLACE, 19.7 M (64.6 FT) EAST OF THE CENTER OF A DRIVEWAY, 11.4 M
 DU2326'(37.4 FT) NORTH OF AND LEVEL WITH THE PLACE CENTER, 8.6 M (28.2 FT)
 DU2326'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE ROAD, AND 0.6 M
 DU2326'(2.0 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 DU2326'THROUGH A 5-INCH LOGO CAP.
 DU2326
 DU2326                          STATION RECOVERY (2005)
 DU2326
 DU2326'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2326'RECOVERED IN POOR CONDITION (THE 5-INCH LOGO CAP HAS BEEN REMOVED) AS
 DU2326'DESCRIBED EXCEPT THE UTILITY POLE HAS BEEN REMOVED AND A STREET POST
 DU2326'IS NOW .7 FEET NORTH OF THE MARK.
 DU2326'THE REMAINS OF A PALM TREE THAT WAS GROWING IN THE SLEEVE WAS REMOVED
 DU2326'AND IT WAS NOTED THAT THE STAINLESS STEEL ROD MAY HAVE BEEN BENT
 DU2326'SLIGHTLY NORTH BY THE GROWTH OF THE PALM TREE. COORDINATES ARE
 DU2326'33 24 58.50 (N)   111 51 24.36 (W) (NAD 83).
 DU2326' 
 DU2326
 DU2326                          STATION RECOVERY (2006)
 DU2326
 DU2326'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2299 ***********************************************************************
 DV2299  DESIGNATION -  K 519
 DV2299  PID         -  DV2299
 DV2299  STATE/COUNTY-  AZ/MARICOPA
 DV2299  USGS QUAD   -  PHOENIX (1982)
 DV2299
 DV2299                         *CURRENT SURVEY CONTROL
 DV2299  ___________________________________________________________________
 DV2299* NAD 83(1986)-  33 25 19.     (N)    112 07 03.     (W)     SCALED    
 DV2299* NAVD 88     -       320.072  (meters)    1050.10   (feet)  ADJUSTED  
 DV2299  ___________________________________________________________________
 DV2299  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV2299  DYNAMIC HT  -         319.705 (meters)    1048.90  (feet)  COMP
 DV2299  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 DV2299
 DV2299  VERT ORDER  -  FIRST     CLASS II
 DV2299
 DV2299.The horizontal coordinates were scaled from a topographic map and have
 DV2299.an estimated accuracy of +/- 6 seconds.
 DV2299
 DV2299.The orthometric height was determined by differential leveling
 DV2299.and adjusted in November 1993.
 DV2299
 DV2299.The geoid height was determined by GEOID03.
 DV2299
 DV2299.The dynamic height is computed by dividing the NAVD 88
 DV2299.geopotential number by the normal gravity value computed on the
 DV2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2299.degrees latitude (g = 980.6199 gals.).
 DV2299
 DV2299.The modeled gravity was interpolated from observed gravity values.
 DV2299
 DV2299;                    North         East    Units  Estimated Accuracy
 DV2299;SPC AZ C     -   268,560.      194,680.      MT  (+/- 180 meters Scaled)
 DV2299
 DV2299                          SUPERSEDED SURVEY CONTROL
 DV2299
 DV2299.No superseded survey control is available for this station.
 DV2299
 DV2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB961986(NAD 83)
 DV2299_MARKER: I = METAL ROD
 DV2299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2299_SP_SET: STAINLESS STEEL ROD
 DV2299_STAMPING: K 519 1992
 DV2299_MARK LOGO: NGS   
 DV2299_PROJECTION: FLUSH
 DV2299_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2299+STABILITY: POSITION/ELEVATION WELL
 DV2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2299+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DV2299_ROD/PIPE-DEPTH: 5.5  meters
 DV2299
 DV2299  HISTORY     - Date     Condition        Report By
 DV2299  HISTORY     - 1992     MONUMENTED       NGS
 DV2299  HISTORY     - 20060819 GOOD             GEOCAC
 DV2299
 DV2299                          STATION DESCRIPTION
 DV2299
 DV2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2299'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2299'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2299'91ST AVENUE, THENCE 12.9 KM (8.00 MI) EASTERLY ALONG WEST LOWER
 DV2299'BUCKEYE ROAD, 28.1 M (92.2 FT) WEST OF THE CENTER OF SOUTH 27TH
 DV2299'AVENUE, 12.8 M (42.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 DV2299'THE EASTBOUND LANES OF THE ROAD, AND 0.4 M (1.3 FT) NORTH OF A
 DV2299'WITNESS POST AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT
 DV2299'IS THROUGH A 5-INCH LOGO CAP.
 DV2299
 DV2299                          STATION RECOVERY (2006)
 DV2299
 DV2299'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0066 ***********************************************************************
 GQ0066  DESIGNATION -  K 52
 GQ0066  PID         -  GQ0066
 GQ0066  STATE/COUNTY-  AZ/COCONINO
 GQ0066  USGS QUAD   -  FREDONIA (1988)
 GQ0066
 GQ0066                         *CURRENT SURVEY CONTROL
 GQ0066  ___________________________________________________________________
 GQ0066* NAD 83(1986)-  36 56 42.     (N)    112 31 35.     (W)     SCALED    
 GQ0066* NAVD 88     -      1424.758  (meters)    4674.39   (feet)  POSTED    
 GQ0066  ___________________________________________________________________
 GQ0066  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 GQ0066  DYNAMIC HT  -        1423.160 (meters)    4669.15  (feet)  COMP
 GQ0066  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 GQ0066
 GQ0066  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0066
 GQ0066.The horizontal coordinates were scaled from a topographic map and have
 GQ0066.an estimated accuracy of +/- 6 seconds.
 GQ0066
 GQ0066.The orthometric height was determined by differential leveling
 GQ0066.and adjusted by the  in 1992.
 GQ0066.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0066.rate of 0.0 thru 1.0 mm/km.
 GQ0066
 GQ0066.The geoid height was determined by GEOID03.
 GQ0066
 GQ0066.The dynamic height is computed by dividing the NAVD 88
 GQ0066.geopotential number by the normal gravity value computed on the
 GQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0066.degrees latitude (g = 980.6199 gals.).
 GQ0066
 GQ0066.The modeled gravity was interpolated from observed gravity values.
 GQ0066
 GQ0066;                    North         East    Units  Estimated Accuracy
 GQ0066;SPC AZ C     -   659,540.      159,050.      MT  (+/- 180 meters Scaled)
 GQ0066
 GQ0066                          SUPERSEDED SURVEY CONTROL
 GQ0066
 GQ0066  NGVD 29 (??/??/92) 1423.861  (m)         4671.45   (f) ADJ UNCH    1 2
 GQ0066
 GQ0066.Superseded values are not recommended for survey control.
 GQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0066.See file dsdata.txt to determine how the superseded data were derived.
 GQ0066
 GQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF640898(NAD 83)
 GQ0066_MARKER: DB = BENCH MARK DISK
 GQ0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GQ0066_SP_SET: FOUNDATION
 GQ0066_STAMPING: K-52 1934
 GQ0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0066
 GQ0066  HISTORY     - Date     Condition        Report By
 GQ0066  HISTORY     - 1934     MONUMENTED       CGS
 GQ0066
 GQ0066                          STATION DESCRIPTION
 GQ0066
 GQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0066'IN FREDONIA.
 GQ0066'AT INTERSECTION OF PIPE SPRINGS ROAD AND U.S. HIGHWAY NO. 89.  124 FT.
 GQ0066'SOUTH WEST OF GARAGE AND STORE BUILDING.  87 FT. WEST OF CENTER OF
 GQ0066'SOUTH HEADWALL OF DOUBLE PIPE CULVERT.  60 FT. SOUTH WEST OF CENTER OF
 GQ0066'INTERSECTION.  SET IN NORTH EAST CORNER OF FOUNDATION OF MONUMENT OF
 GQ0066'UTAH PIONEER TRAILS AND LANDMARKS ASSOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2324 ***********************************************************************
 DV2324  DESIGNATION -  K 520
 DV2324  PID         -  DV2324
 DV2324  STATE/COUNTY-  AZ/MARICOPA
 DV2324  USGS QUAD   -  VALENCIA (1982)
 DV2324
 DV2324                         *CURRENT SURVEY CONTROL
 DV2324  ___________________________________________________________________
 DV2324* NAD 83(1986)-  33 22 40.     (N)    112 30 08.     (W)     SCALED    
 DV2324* NAVD 88     -       265.161  (meters)     869.95   (feet)  ADJUSTED  
 DV2324  ___________________________________________________________________
 DV2324  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DV2324  DYNAMIC HT  -         264.859 (meters)     868.96  (feet)  COMP
 DV2324  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 DV2324
 DV2324  VERT ORDER  -  FIRST     CLASS II
 DV2324
 DV2324.The horizontal coordinates were scaled from a topographic map and have
 DV2324.an estimated accuracy of +/- 6 seconds.
 DV2324
 DV2324.The orthometric height was determined by differential leveling
 DV2324.and adjusted in November 1993.
 DV2324
 DV2324.The geoid height was determined by GEOID03.
 DV2324
 DV2324.The dynamic height is computed by dividing the NAVD 88
 DV2324.geopotential number by the normal gravity value computed on the
 DV2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2324.degrees latitude (g = 980.6199 gals.).
 DV2324
 DV2324.The modeled gravity was interpolated from observed gravity values.
 DV2324
 DV2324;                    North         East    Units  Estimated Accuracy
 DV2324;SPC AZ C     -   263,800.      158,880.      MT  (+/- 180 meters Scaled)
 DV2324
 DV2324                          SUPERSEDED SURVEY CONTROL
 DV2324
 DV2324.No superseded survey control is available for this station.
 DV2324
 DV2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB602941(NAD 83)
 DV2324_MARKER: I = METAL ROD
 DV2324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2324_SP_SET: STAINLESS STEEL ROD
 DV2324_STAMPING: K 520 1992
 DV2324_MARK LOGO: NGS   
 DV2324_PROJECTION: FLUSH
 DV2324_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2324+STABILITY: POSITION/ELEVATION WELL
 DV2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2324+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2324_ROD/PIPE-DEPTH: 13.3 meters
 DV2324
 DV2324  HISTORY     - Date     Condition        Report By
 DV2324  HISTORY     - 1992     MONUMENTED       NGS
 DV2324  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV2324
 DV2324                          STATION DESCRIPTION
 DV2324
 DV2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2324'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2324'BUCKEYE, THENCE 8.0 KM (4.95 MI) EASTERLY ALONG COUNTY ROAD 85, 0.2
 DV2324'KM (0.10 MI) EAST OF THE INTERSECTION OF AIRPORT ROAD, 16.4 M (53.8
 DV2324'FT) WEST OF THE CENTER OF A DRIVEWAY, 12.0 M (39.4 FT) SOUTH OF A
 DV2324'UTILITY POLE WITH A GUY CABLE, 10.8 M (35.4 FT) NORTH OF AND LEVEL
 DV2324'WITH THE ROAD CENTERLINE, 1.3 M (4.3 FT) WEST OF A CHAIN-LINK FENCE
 DV2324'CORNER, 1.0 M (3.3 FT) NORTH OF UTILITY POLE NUMBER 20802, AND 0.4 M
 DV2324'(1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 DV2324'THROUGH A 5-INCH LOGO CAP.
 DV2324
 DV2324                          STATION RECOVERY (2006)
 DV2324
 DV2324'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2342 ***********************************************************************
 DU2342  DESIGNATION -  K 521
 DU2342  PID         -  DU2342
 DU2342  STATE/COUNTY-  AZ/PINAL
 DU2342  USGS QUAD   -  GILA BUTTE NW (1981)
 DU2342
 DU2342                         *CURRENT SURVEY CONTROL
 DU2342  ___________________________________________________________________
 DU2342* NAD 83(1986)-  33 11 25.     (N)    111 59 54.     (W)     SCALED    
 DU2342* NAVD 88     -       346.648  (meters)    1137.29   (feet)  ADJUSTED  
 DU2342  ___________________________________________________________________
 DU2342  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DU2342  DYNAMIC HT  -         346.243 (meters)    1135.97  (feet)  COMP
 DU2342  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 DU2342
 DU2342  VERT ORDER  -  FIRST     CLASS II
 DU2342
 DU2342.The horizontal coordinates were scaled from a topographic map and have
 DU2342.an estimated accuracy of +/- 6 seconds.
 DU2342
 DU2342.The orthometric height was determined by differential leveling
 DU2342.and adjusted in August 1994.
 DU2342
 DU2342.The geoid height was determined by GEOID03.
 DU2342
 DU2342.The dynamic height is computed by dividing the NAVD 88
 DU2342.geopotential number by the normal gravity value computed on the
 DU2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2342.degrees latitude (g = 980.6199 gals.).
 DU2342
 DU2342.The modeled gravity was interpolated from observed gravity values.
 DU2342
 DU2342;                    North         East    Units  Estimated Accuracy
 DU2342;SPC AZ C     -   242,860.      205,750.      MT  (+/- 180 meters Scaled)
 DU2342
 DU2342                          SUPERSEDED SURVEY CONTROL
 DU2342
 DU2342.No superseded survey control is available for this station.
 DU2342
 DU2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB069728(NAD 83)
 DU2342_MARKER: I = METAL ROD
 DU2342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2342_SP_SET: STAINLESS STEEL ROD
 DU2342_STAMPING: K 521 1994
 DU2342_MARK LOGO: NGS   
 DU2342_PROJECTION: FLUSH
 DU2342_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2342+STABILITY: POSITION/ELEVATION WELL
 DU2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2342+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DU2342_ROD/PIPE-DEPTH: 14.6 meters
 DU2342
 DU2342  HISTORY     - Date     Condition        Report By
 DU2342  HISTORY     - 1994     MONUMENTED       NGS
 DU2342  HISTORY     - 20060831 GOOD             GEOCAC
 DU2342
 DU2342                          STATION DESCRIPTION
 DU2342
 DU2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2342'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DU2342'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DU2342'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG MARICOPA ROAD, 37.1 M
 DU2342'(121.7 FT) SOUTHEAST OF THE ROAD CENTERLINE, 11.3 M (37.1 FT) NORTH
 DU2342'OF THE CENTER OF A CATTLE GUARD, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 DU2342'THE ROAD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 DU2342'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2342
 DU2342                          STATION RECOVERY (2006)
 DU2342
 DU2342'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2369 ***********************************************************************
 DU2369  DESIGNATION -  K 522
 DU2369  PID         -  DU2369
 DU2369  STATE/COUNTY-  AZ/MARICOPA
 DU2369  USGS QUAD   -  CHANDLER (1981)
 DU2369
 DU2369                         *CURRENT SURVEY CONTROL
 DU2369  ___________________________________________________________________
 DU2369* NAD 83(1986)-  33 17 37.     (N)    111 50 13.     (W)     SCALED    
 DU2369* NAVD 88     -       371.604  (meters)    1219.17   (feet)  ADJUSTED  
 DU2369  ___________________________________________________________________
 DU2369  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2369  DYNAMIC HT  -         371.161 (meters)    1217.72  (feet)  COMP
 DU2369  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 DU2369
 DU2369  VERT ORDER  -  FIRST     CLASS II
 DU2369
 DU2369.The horizontal coordinates were scaled from a topographic map and have
 DU2369.an estimated accuracy of +/- 6 seconds.
 DU2369
 DU2369.The orthometric height was determined by differential leveling
 DU2369.and adjusted in August 1994.
 DU2369
 DU2369.The geoid height was determined by GEOID03.
 DU2369
 DU2369.The dynamic height is computed by dividing the NAVD 88
 DU2369.geopotential number by the normal gravity value computed on the
 DU2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2369.degrees latitude (g = 980.6199 gals.).
 DU2369
 DU2369.The modeled gravity was interpolated from observed gravity values.
 DU2369
 DU2369;                    North         East    Units  Estimated Accuracy
 DU2369;SPC AZ C     -   254,320.      220,790.      MT  (+/- 180 meters Scaled)
 DU2369
 DU2369                          SUPERSEDED SURVEY CONTROL
 DU2369
 DU2369.No superseded survey control is available for this station.
 DU2369
 DU2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220841(NAD 83)
 DU2369_MARKER: I = METAL ROD
 DU2369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2369_SP_SET: STAINLESS STEEL ROD
 DU2369_STAMPING: K 522 1994
 DU2369_MARK LOGO: NGS   
 DU2369_PROJECTION: FLUSH
 DU2369_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2369+STABILITY: POSITION/ELEVATION WELL
 DU2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2369+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 DU2369_ROD/PIPE-DEPTH: 6.0  meters
 DU2369
 DU2369  HISTORY     - Date     Condition        Report By
 DU2369  HISTORY     - 1994     MONUMENTED       NGS
 DU2369  HISTORY     - 20020923 GOOD             INDIV
 DU2369  HISTORY     - 20051118 GOOD             GEOCAC
 DU2369
 DU2369                          STATION DESCRIPTION
 DU2369
 DU2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2369'IN CHANDLER, AT THE INTERSECTION OF EAST MORELOS AND SOUTH DELAWARE
 DU2369'STREETS, 15.7 M (51.5 FT) SOUTH OF THE EXTENDED CENTER OF EAST
 DU2369'MORELOS STREET, 10.1 M (33.1 FT) WEST OF THE NEAR RAIL OF THE
 DU2369'SOUTHERN PACIFIC RAILROAD, 6.3 M (20.7 FT) EAST OF AND LEVEL WITH THE
 DU2369'EXTENDED CENTER OF SOUTH DELAWARE STREET, 0.8 M (2.6 FT) NORTH OF
 DU2369'UTILITY POLE NUMBER 14, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 DU2369'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2369
 DU2369                          STATION RECOVERY (2002)
 DU2369
 DU2369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TGF)
 DU2369'RECOVERED AS DESCRIBED
 DU2369
 DU2369                          STATION RECOVERY (2005)
 DU2369
 DU2369'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0969 ***********************************************************************
 FS0969  DESIGNATION -  K 53
 FS0969  PID         -  FS0969
 FS0969  STATE/COUNTY-  AZ/MOHAVE
 FS0969  USGS QUAD   -  RED LAKE (1968)
 FS0969
 FS0969                         *CURRENT SURVEY CONTROL
 FS0969  ___________________________________________________________________
 FS0969* NAD 83(1986)-  35 40 57.     (N)    114 00 34.     (W)     SCALED    
 FS0969* NAVD 88     -       842.781  (meters)    2765.02   (feet)  POSTED    
 FS0969  ___________________________________________________________________
 FS0969  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FS0969  DYNAMIC HT  -         841.820 (meters)    2761.87  (feet)  COMP
 FS0969  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 FS0969
 FS0969  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0969
 FS0969.The horizontal coordinates were scaled from a topographic map and have
 FS0969.an estimated accuracy of +/- 6 seconds.
 FS0969
 FS0969.The orthometric height was determined by differential leveling
 FS0969.and adjusted by the  in 1992.
 FS0969.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0969.rate of 1.1 thru 2.0 mm/km.
 FS0969
 FS0969.The geoid height was determined by GEOID03.
 FS0969
 FS0969.The dynamic height is computed by dividing the NAVD 88
 FS0969.geopotential number by the normal gravity value computed on the
 FS0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0969.degrees latitude (g = 980.6199 gals.).
 FS0969
 FS0969.The modeled gravity was interpolated from observed gravity values.
 FS0969
 FS0969;                    North         East    Units  Estimated Accuracy
 FS0969;SPC AZ W     -   519,340.      189,880.      MT  (+/- 180 meters Scaled)
 FS0969
 FS0969                          SUPERSEDED SURVEY CONTROL
 FS0969
 FS0969  NGVD 29 (??/??/92)  842.02   (m)         2762.5    (f) COMPUTED    1 1
 FS0969
 FS0969.Superseded values are not recommended for survey control.
 FS0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0969.See file dsdata.txt to determine how the superseded data were derived.
 FS0969
 FS0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV706528(NAD 83)
 FS0969_MARKER: DB = BENCH MARK DISK
 FS0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0969_STAMPING: K 53 1934
 FS0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0969+STABILITY: SURFACE MOTION
 FS0969
 FS0969  HISTORY     - Date     Condition        Report By
 FS0969  HISTORY     - 1934     MONUMENTED       CGS
 FS0969  HISTORY     - 1940     GOOD             NGS
 FS0969
 FS0969                          STATION DESCRIPTION
 FS0969
 FS0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0969'27.8 MI N FROM HACKBERRY.
 FS0969'27.8 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FS0969'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 5.4 MILES
 FS0969'NORTHWEST OF THE MUSIC MOUNTAIN MILL SITE, 4.5 MILES NORTHWEST OF THE
 FS0969'NEW ROAD, 0.3 MILE NORTHWEST OF A LARGE EARTH RESERVOIR, 13 FEET
 FS0969'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD, AND 2 FEET EAST OF A
 FS0969'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 53 1934 AND SET
 FS0969'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0083 ***********************************************************************
 GQ0083  DESIGNATION -  K 54
 GQ0083  PID         -  GQ0083
 GQ0083  STATE/COUNTY-  AZ/MOHAVE
 GQ0083  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0083
 GQ0083                         *CURRENT SURVEY CONTROL
 GQ0083  ___________________________________________________________________
 GQ0083* NAD 83(1986)-  36 09 18.     (N)    113 57 36.     (W)     SCALED    
 GQ0083* NAVD 88     -       426.108  (meters)    1397.99   (feet)  POSTED    
 GQ0083  ___________________________________________________________________
 GQ0083  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GQ0083  DYNAMIC HT  -         425.660 (meters)    1396.52  (feet)  COMP
 GQ0083  MODELED GRAV-     979,581.2   (mgal)                       NAVD 88
 GQ0083
 GQ0083  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0083
 GQ0083.The horizontal coordinates were scaled from a topographic map and have
 GQ0083.an estimated accuracy of +/- 6 seconds.
 GQ0083
 GQ0083.The orthometric height was determined by differential leveling
 GQ0083.and adjusted by the  in 1992.
 GQ0083.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0083.rate of 0.0 thru 1.0 mm/km.
 GQ0083
 GQ0083.The geoid height was determined by GEOID03.
 GQ0083
 GQ0083.The dynamic height is computed by dividing the NAVD 88
 GQ0083.geopotential number by the normal gravity value computed on the
 GQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0083.degrees latitude (g = 980.6199 gals.).
 GQ0083
 GQ0083.The modeled gravity was interpolated from observed gravity values.
 GQ0083
 GQ0083;                    North         East    Units  Estimated Accuracy
 GQ0083;SPC AZ W     -   571,750.      194,460.      MT  (+/- 180 meters Scaled)
 GQ0083
 GQ0083                          SUPERSEDED SURVEY CONTROL
 GQ0083
 GQ0083  NGVD 29 (??/??/92)  425.414  (m)         1395.71   (f) ADJ UNCH    1 1
 GQ0083
 GQ0083.Superseded values are not recommended for survey control.
 GQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0083.See file dsdata.txt to determine how the superseded data were derived.
 GQ0083
 GQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF337052(NAD 83)
 GQ0083_MARKER: DB = BENCH MARK DISK
 GQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0083_STAMPING: K 54 1934
 GQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0083+STABILITY: SURFACE MOTION
 GQ0083
 GQ0083  HISTORY     - Date     Condition        Report By
 GQ0083  HISTORY     - 1934     MONUMENTED       CGS
 GQ0083  HISTORY     - 1950     GOOD             NGS
 GQ0083
 GQ0083                          STATION DESCRIPTION
 GQ0083
 GQ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0083'64.8 MI SE FROM RIVERSIDE, NV.
 GQ0083'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0083'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0083'THENCE 25.1 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0083'FERRY ROAD, 0.15 MILE NORTH OF A FENCE ACROSS THE ROAD, ON THE TOP OF
 GQ0083'A RIDGE, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.6 FEET
 GQ0083'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GQ0083'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0159 ***********************************************************************
 GQ0159  DESIGNATION -  K 55
 GQ0159  PID         -  GQ0159
 GQ0159  STATE/COUNTY-  AZ/MOHAVE
 GQ0159  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0159
 GQ0159                         *CURRENT SURVEY CONTROL
 GQ0159  ___________________________________________________________________
 GQ0159* NAD 83(1986)-  36 54 46.     (N)    113 55 33.     (W)     SCALED    
 GQ0159* NAVD 88     -       615.714  (meters)    2020.06   (feet)  ADJUSTED  
 GQ0159  ___________________________________________________________________
 GQ0159  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 GQ0159  DYNAMIC HT  -         615.090 (meters)    2018.01  (feet)  COMP
 GQ0159  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 GQ0159
 GQ0159  VERT ORDER  -  FIRST     CLASS I
 GQ0159
 GQ0159.The horizontal coordinates were scaled from a topographic map and have
 GQ0159.an estimated accuracy of +/- 6 seconds.
 GQ0159
 GQ0159.The orthometric height was determined by differential leveling
 GQ0159.and adjusted in June 1991.
 GQ0159
 GQ0159.The geoid height was determined by GEOID03.
 GQ0159
 GQ0159.The dynamic height is computed by dividing the NAVD 88
 GQ0159.geopotential number by the normal gravity value computed on the
 GQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0159.degrees latitude (g = 980.6199 gals.).
 GQ0159
 GQ0159.The modeled gravity was interpolated from observed gravity values.
 GQ0159
 GQ0159;                    North         East    Units  Estimated Accuracy
 GQ0159;SPC AZ W     -   655,830.      197,690.      MT  (+/- 180 meters Scaled)
 GQ0159
 GQ0159                          SUPERSEDED SURVEY CONTROL
 GQ0159
 GQ0159  NGVD 29 (??/??/92)  614.966  (m)         2017.60   (f) ADJ UNCH    1 1
 GQ0159
 GQ0159.Superseded values are not recommended for survey control.
 GQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0159.See file dsdata.txt to determine how the superseded data were derived.
 GQ0159
 GQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF393891(NAD 83)
 GQ0159_MARKER: DB = BENCH MARK DISK
 GQ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0159_STAMPING: K 55 1934
 GQ0159_MARK LOGO: CGS   
 GQ0159_PROJECTION: PROJECTING 25 CENTIMETERS
 GQ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0159+STABILITY: SURFACE MOTION
 GQ0159
 GQ0159  HISTORY     - Date     Condition        Report By
 GQ0159  HISTORY     - 1935     MONUMENTED       CGS
 GQ0159  HISTORY     - 1953     GOOD             NGS
 GQ0159  HISTORY     - 1979     GOOD             USGS
 GQ0159  HISTORY     - 1982     GOOD             NGS
 GQ0159
 GQ0159                          STATION DESCRIPTION
 GQ0159
 GQ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GQ0159'3 MI N FROM LITTLEFIELD.
 GQ0159'1.0 MILE NORTH ALONG U.S. HIGHWAY 91 FROM BEAVER DAM LODGE, MOHAVE
 GQ0159'COUNTY, AT THE SUMMIT OF A LONG GRADE, AT THE SOUTH END OF A LONG
 GQ0159'TANGENT, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET
 GQ0159'WEST OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE
 GQ0159'GROUND.  A STANDARD DISK, STAMPED K 55 1934 AND SET IN THE TOP OF A
 GQ0159'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.  NOTE-- AS THERE HAS
 GQ0159'BEEN A CHANGE MADE IN U.S. HIGHWAY 91, A NEW TO REACH FOLLOWS.  FROM
 GQ0159'THE NEW BRIDGE ACROSS BEAVER DAM CREEK GO NORTH ON THE NEWLY
 GQ0159'CONSTRUCTED HIGHWAY FOR 1.7 MILES TO THE END OF THE NEW HIGHWAY, TURN
 GQ0159'RIGHT OFF THE HIGHWAY AND CIRCLE TO THE RIGHT AROUND THE NORTH END OF
 GQ0159'THE RIGHT-OF-WAY FENCE UNTIL YOU COME TO THE OLD HIGHWAY, HERE TURN
 GQ0159'LEFT IN A SOUTHERLY DIRECTION AND GO FOR 0.85 MILE TO THE MARK ON THE
 GQ0159'LEFT AS DESCRIBED.
 GQ0159
 GQ0159                          STATION RECOVERY (1979)
 GQ0159
 GQ0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0159'1.3 MILES NORTH ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE
 GQ0159'ON INTERSTATE HIGHWAY 15. THENCE 0.2 MILE EAST ON A GRAVEL ROAD,
 GQ0159'THENCE 0.5 MILE NORTH ALONG AN ABANDONED HIGHWAY, 37 FEET EAST OF THE
 GQ0159'CENTERLINE OF THE ABND HIGHWAY, 37 FEET EAST OF THE INTERSECTION OF A
 GQ0159'TRACK ROAD NORTHEAST. A STANDARD DISK, STAMPED K 55 1934 AND SET IN
 GQ0159'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 GQ0159
 GQ0159                          STATION RECOVERY (1982)
 GQ0159
 GQ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0159'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0159'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0159'MESQUITE, THENCE 20.1 KM (12.55 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0159'THENCE 1.3 KM (0.8 MI) SOUTH ALONG AN OLD HIGHWAY GRADE, AT THE
 GQ0159'JUNCTION OF TWO DIRT ROADS AT THE TOP OF THE OLD GRADE, 11.3 METERS
 GQ0159'(37 FT) EAST OF THE CENTER OF THE OLD HIGHWAY GRADE, 29.9 METERS (98
 GQ0159'FT) NORTH OF THE NORTHEAST CORNER OF A CATTLE GUARD, 10.6 METERS (35
 GQ0159'FT) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 6.8 METERS (22.5
 GQ0159'FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST.
 GQ0159'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 GQ0159'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0467 ***********************************************************************
 CG0467  DESIGNATION -  K 55
 CG0467  PID         -  CG0467
 CG0467  STATE/COUNTY-  AZ/PIMA
 CG0467  USGS QUAD   -  SAUCITO MTN (1981)
 CG0467
 CG0467                         *CURRENT SURVEY CONTROL
 CG0467  ___________________________________________________________________
 CG0467* NAD 83(1986)-  31 44 40.     (N)    111 10 15.     (W)     SCALED    
 CG0467* NAVD 88     -      1062.92   (+/-2cm)    3487.3    (feet)  VERTCON   
 CG0467  ___________________________________________________________________
 CG0467  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CG0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0467
 CG0467.The horizontal coordinates were scaled from a topographic map and have
 CG0467.an estimated accuracy of +/- 6 seconds.
 CG0467
 CG0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0467.The vertical order pertains to the NGVD 29 superseded value.
 CG0467
 CG0467.The geoid height was determined by GEOID03.
 CG0467
 CG0467;                    North         East    Units  Estimated Accuracy
 CG0467;SPC AZ C     -    82,780.      284,030.      MT  (+/- 180 meters Scaled)
 CG0467
 CG0467                          SUPERSEDED SURVEY CONTROL
 CG0467
 CG0467  NGVD 29 (??/??/92) 1062.117  (m)         3484.63   (f) ADJ UNCH    2 0
 CG0467
 CG0467.Superseded values are not recommended for survey control.
 CG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0467.See file dsdata.txt to determine how the superseded data were derived.
 CG0467
 CG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA838121(NAD 83)
 CG0467_MARKER: DD = SURVEY DISK
 CG0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0467_STAMPING: K 55 1934
 CG0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0467+STABILITY: SURFACE MOTION
 CG0467
 CG0467  HISTORY     - Date     Condition        Report By
 CG0467  HISTORY     - 1934     MONUMENTED       USGS
 CG0467  HISTORY     - 1952     GOOD             NGS
 CG0467
 CG0467                          STATION DESCRIPTION
 CG0467
 CG0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0467'7.7 MI NW FROM ARIVACA JUNCTION.
 CG0467'5.5 MILES WEST ALONG THE ARIVACA ROAD FROM THE ARIVACA JUNCTION,
 CG0467'THENCE 2.2 MILES NORTHWEST ALONG THE BATAMONTE RANCH ROAD, ALONG A
 CG0467'PORTION OF A DIM TRACK ROAD (ABANDONED) ABOUT 0.3 MILE SOUTHEAST OF A
 CG0467'JUNCTION OF A TRACK ROAD LEADING EAST, 144 1/2 FEET NORTHEAST OF THE
 CG0467'APPROXIMATE CENTER OF THE ROAD, 9 FEET NORTHEAST OF THE APPROXIMATE
 CG0467'CENTER OF THE ABANDONED ROAD, 1 FOOT SOUTHWEST OF A CAIRN, ABOUT LEVEL
 CG0467'WITH THE ROAD, AND SET IN THE TOP OF AN CONCRETE POST INCASED IN TIN
 CG0467'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0465 ***********************************************************************
 CG0465  DESIGNATION -  K 56
 CG0465  PID         -  CG0465
 CG0465  STATE/COUNTY-  AZ/PIMA
 CG0465  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG0465
 CG0465                         *CURRENT SURVEY CONTROL
 CG0465  ___________________________________________________________________
 CG0465* NAD 83(1986)-  31 45 48.     (N)    111 12 47.     (W)     SCALED    
 CG0465* NAVD 88     -      1109.17   (+/-2cm)    3639.0    (feet)  VERTCON   
 CG0465  ___________________________________________________________________
 CG0465  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CG0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0465
 CG0465.The horizontal coordinates were scaled from a topographic map and have
 CG0465.an estimated accuracy of +/- 6 seconds.
 CG0465
 CG0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0465.The vertical order pertains to the NGVD 29 superseded value.
 CG0465
 CG0465.The geoid height was determined by GEOID03.
 CG0465
 CG0465;                    North         East    Units  Estimated Accuracy
 CG0465;SPC AZ C     -    84,840.      280,010.      MT  (+/- 180 meters Scaled)
 CG0465
 CG0465                          SUPERSEDED SURVEY CONTROL
 CG0465
 CG0465  NGVD 29 (??/??/92) 1108.364  (m)         3636.36   (f) ADJ UNCH    2 0
 CG0465
 CG0465.Superseded values are not recommended for survey control.
 CG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0465.See file dsdata.txt to determine how the superseded data were derived.
 CG0465
 CG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA798142(NAD 83)
 CG0465_MARKER: DB = BENCH MARK DISK
 CG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0465_STAMPING: K 56 1934
 CG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0465+STABILITY: SURFACE MOTION
 CG0465
 CG0465  HISTORY     - Date     Condition        Report By
 CG0465  HISTORY     - 1934     MONUMENTED       USGS
 CG0465  HISTORY     - 1952     GOOD             NGS
 CG0465
 CG0465                          STATION DESCRIPTION
 CG0465
 CG0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0465'10.7 MI NW FROM ARIVACA JUNCTION.
 CG0465'5.5 MILES WEST ALONG THE ARIVACA ROAD FROM THE ARIVACA JUNCTION,
 CG0465'THENCE 5.3 MILES NORTHWEST ALONG THE BATAMONTE RANCH ROAD, 1.2 MILES
 CG0465'NORTHWEST OF A WOODEN GATE ACROSS THE ROAD, 0.4 MILE NORTHWEST OF A
 CG0465'JUNCTION OF A TRACK ROAD LEADING SOUTH ON THE TOP OF A BARREN KNOLL,
 CG0465'180 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 2 FEET
 CG0465'SOUTHWEST OF A CAIRN, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 CG0465'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0187 ***********************************************************************
 ET0187  DESIGNATION -  K 57
 ET0187  PID         -  ET0187
 ET0187  STATE/COUNTY-  AZ/YAVAPAI
 ET0187  USGS QUAD   -  BUMBLE BEE (1969)
 ET0187
 ET0187                         *CURRENT SURVEY CONTROL
 ET0187  ___________________________________________________________________
 ET0187* NAD 83(1986)-  34 14 17.     (N)    112 09 50.     (W)     SCALED    
 ET0187* NAVD 88     -       891.35   (+/-2cm)    2924.4    (feet)  VERTCON   
 ET0187  ___________________________________________________________________
 ET0187  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 ET0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0187
 ET0187.The horizontal coordinates were scaled from a topographic map and have
 ET0187.an estimated accuracy of +/- 6 seconds.
 ET0187
 ET0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0187.The vertical order pertains to the NGVD 29 superseded value.
 ET0187
 ET0187.The geoid height was determined by GEOID03.
 ET0187
 ET0187;                    North         East    Units  Estimated Accuracy
 ET0187;SPC AZ C     -   359,090.      190,590.      MT  (+/- 180 meters Scaled)
 ET0187
 ET0187                          SUPERSEDED SURVEY CONTROL
 ET0187
 ET0187  NGVD 29 (??/??/92)  890.689  (m)         2922.20   (f) ADJ UNCH    2 0
 ET0187
 ET0187.Superseded values are not recommended for survey control.
 ET0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0187.See file dsdata.txt to determine how the superseded data were derived.
 ET0187
 ET0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC928891(NAD 83)
 ET0187_MARKER: DB = BENCH MARK DISK
 ET0187_SETTING: 66 = SET IN ROCK OUTCROP
 ET0187_SP_SET: GRANITE ROCK
 ET0187_STAMPING: K 57 1934
 ET0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0187+STABILITY: POSITION/ELEVATION WELL
 ET0187
 ET0187  HISTORY     - Date     Condition        Report By
 ET0187  HISTORY     - 1934     MONUMENTED       CGS
 ET0187  HISTORY     - 20080731 MARK NOT FOUND   GEOCAC
 ET0187
 ET0187                          STATION DESCRIPTION
 ET0187
 ET0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0187'3.9 MI N FROM BUMBLE BEE.
 ET0187'3.9 MILES NORTH ALONG STATE HIGHWAY 69 FROM BUMBLE BEE, YAVAPAI
 ET0187'COUNTY, 80 FEET NORTH OF A GALVANIZED-IRON CULVERT IN A SMALL WASH, 25
 ET0187'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A LARGE LEDGE, AND IN
 ET0187'THE TOP OF A LARGE GRANITE ROCK.  A STANDARD DISK, STAMPED K 57 1934.
 ET0187
 ET0187                          STATION RECOVERY (2008)
 ET0187
 ET0187'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0187'A SEARCH OF THE INDICATED LOCATION REVEALED ONLY THE DRILL HOLE IN THE
 ET0187'BOULDER WHERE THE MARK
 ET0187'HAD BEEN, WITH THE DISK APPARENTLY HAVING BEEN REMOVED BY VANDALS.
 ET0187'HANDHELD GPSR INDICATED
 ET0187'COORDINATES OF N 34 14.284 W 112 09.824.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0726 ***********************************************************************
 DU0726  DESIGNATION -  K 58
 DU0726  PID         -  DU0726
 DU0726  STATE/COUNTY-  AZ/MARICOPA
 DU0726  USGS QUAD   -  CHANDLER (1981)
 DU0726
 DU0726                         *CURRENT SURVEY CONTROL
 DU0726  ___________________________________________________________________
 DU0726* NAD 83(1986)-  33 15 42.     (N)    111 50 12.     (W)     SCALED    
 DU0726* NAVD 88     -       371.93   (+/-2cm)    1220.2    (feet)  VERTCON   
 DU0726  ___________________________________________________________________
 DU0726  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0726
 DU0726.The horizontal coordinates were scaled from a topographic map and have
 DU0726.an estimated accuracy of +/- 6 seconds.
 DU0726
 DU0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0726.The vertical order pertains to the NGVD 29 superseded value.
 DU0726
 DU0726.The geoid height was determined by GEOID03.
 DU0726
 DU0726;                    North         East    Units  Estimated Accuracy
 DU0726;SPC AZ C     -   250,770.      220,810.      MT  (+/- 180 meters Scaled)
 DU0726
 DU0726                          SUPERSEDED SURVEY CONTROL
 DU0726
 DU0726  NGVD 29 (??/??/92)  371.412  (m)         1218.54   (f) ADJ UNCH    2 0
 DU0726
 DU0726.Superseded values are not recommended for survey control.
 DU0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0726.See file dsdata.txt to determine how the superseded data were derived.
 DU0726
 DU0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220806(NAD 83)
 DU0726_MARKER: DB = BENCH MARK DISK
 DU0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0726_SP_SET: CULVERT
 DU0726_STAMPING: K 58 1934
 DU0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0726
 DU0726  HISTORY     - Date     Condition        Report By
 DU0726  HISTORY     - 1934     MONUMENTED       CGS
 DU0726  HISTORY     - 1948     GOOD             NGS
 DU0726  HISTORY     - 1959     GOOD             NGS
 DU0726  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0726  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 DU0726  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU0726
 DU0726                          STATION DESCRIPTION
 DU0726
 DU0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0726'2.8 MI S FROM CHANDLER.
 DU0726'CO. RAILROAD FROM THE STATION AT CHANDLER, MARICOPA COUNTY, AT A
 DU0726'DIRT-ROAD CROSSING, 22 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD,
 DU0726'AT A CONCRETE CULVERT 932 C UNDER THE TRACK, IN THE TOP OF THE
 DU0726'NORTHWEST HEADWALL, AND 6 FEET WEST OF THE CENTERLINE OF THE TRACK.
 DU0726
 DU0726                          STATION RECOVERY (1959)
 DU0726
 DU0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0726'RECOVERED IN GOOD CONDITION.
 DU0726
 DU0726                          STATION RECOVERY (1994)
 DU0726
 DU0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0726'MARK NOT FOUND.
 DU0726
 DU0726                          STATION RECOVERY (2006)
 DU0726
 DU0726'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0726'DID NOT LOCATE ANY CULVERTS SOUTH OF THE DIRT ROAD, WHICH IS NOW
 DU0726'MACADAM AND CALLED QUEEN CREEK ROAD.
 DU0726
 DU0726                          STATION RECOVERY (2007)
 DU0726
 DU0726'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0726'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0726'MARK. THE ROAD HAS BEEN WIDENED AND THE CULVERT REMOVED. ASSUMED
 DU0726'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0420 ***********************************************************************
 CZ0420  DESIGNATION -  K 59
 CZ0420  PID         -  CZ0420
 CZ0420  STATE/COUNTY-  AZ/PINAL
 CZ0420  USGS QUAD   -  CACTUS FOREST (1993)
 CZ0420
 CZ0420                         *CURRENT SURVEY CONTROL
 CZ0420  ___________________________________________________________________
 CZ0420* NAD 83(1986)-  32 55 48.     (N)    111 18 24.     (W)     SCALED    
 CZ0420* NAVD 88     -       570.86   (+/-2cm)    1872.9    (feet)  VERTCON   
 CZ0420  ___________________________________________________________________
 CZ0420  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0420
 CZ0420.The horizontal coordinates were scaled from a topographic map and have
 CZ0420.an estimated accuracy of +/- 6 seconds.
 CZ0420
 CZ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0420.The vertical order pertains to the NGVD 29 superseded value.
 CZ0420
 CZ0420.The geoid height was determined by GEOID03.
 CZ0420
 CZ0420;                    North         East    Units  Estimated Accuracy
 CZ0420;SPC AZ C     -   214,150.      270,410.      MT  (+/- 180 meters Scaled)
 CZ0420
 CZ0420                          SUPERSEDED SURVEY CONTROL
 CZ0420
 CZ0420  NGVD 29 (??/??/92)  570.318  (m)         1871.12   (f) ADJ UNCH    2 0
 CZ0420
 CZ0420.Superseded values are not recommended for survey control.
 CZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0420.See file dsdata.txt to determine how the superseded data were derived.
 CZ0420
 CZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB713435(NAD 83)
 CZ0420_MARKER: DB = BENCH MARK DISK
 CZ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0420_STAMPING: K 59 1934
 CZ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0420+STABILITY: SURFACE MOTION
 CZ0420
 CZ0420  HISTORY     - Date     Condition        Report By
 CZ0420  HISTORY     - 1934     MONUMENTED       CGS
 CZ0420  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0420
 CZ0420                          STATION DESCRIPTION
 CZ0420
 CZ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0420'8.6 MI S FROM FLORENCE.
 CZ0420'8.6 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0420'FLORENCE, 60 YARDS SOUTH OF A DIP IN THE HIGHWAY, 34 FEET WEST OF THE
 CZ0420'CENTERLINE OF THE HIGHWAY, AND 18 FEET WEST OF A DRAINAGE DITCH. A
 CZ0420'STANDARD DISK, STAMPED K 59 1934 AND SET IN THE TOP OF A CONCRETE
 CZ0420'POST.
 CZ0420
 CZ0420                          STATION RECOVERY (1965)
 CZ0420
 CZ0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0170 ***********************************************************************
 FQ0170  DESIGNATION -  K 6
 FQ0170  PID         -  FQ0170
 FQ0170  STATE/COUNTY-  AZ/COCONINO
 FQ0170  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0170
 FQ0170                         *CURRENT SURVEY CONTROL
 FQ0170  ___________________________________________________________________
 FQ0170* NAD 83(1986)-  35 58 15.     (N)    111 24 10.     (W)     SCALED    
 FQ0170* NAVD 88     -      1310.206  (meters)    4298.57   (feet)  ADJUSTED  
 FQ0170  ___________________________________________________________________
 FQ0170  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0170  DYNAMIC HT  -        1308.594 (meters)    4293.28  (feet)  COMP
 FQ0170  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 FQ0170
 FQ0170  VERT ORDER  -  FIRST     CLASS II
 FQ0170
 FQ0170.The horizontal coordinates were scaled from a topographic map and have
 FQ0170.an estimated accuracy of +/- 6 seconds.
 FQ0170
 FQ0170.The orthometric height was determined by differential leveling
 FQ0170.and adjusted in June 1991.
 FQ0170
 FQ0170.The geoid height was determined by GEOID03.
 FQ0170
 FQ0170.The dynamic height is computed by dividing the NAVD 88
 FQ0170.geopotential number by the normal gravity value computed on the
 FQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0170.degrees latitude (g = 980.6199 gals.).
 FQ0170
 FQ0170.The modeled gravity was interpolated from observed gravity values.
 FQ0170
 FQ0170;                    North         East    Units  Estimated Accuracy
 FQ0170;SPC AZ C     -   551,400.      259,710.      MT  (+/- 180 meters Scaled)
 FQ0170
 FQ0170                          SUPERSEDED SURVEY CONTROL
 FQ0170
 FQ0170  NGVD 29 (??/??/92) 1309.328  (m)         4295.69   (f) ADJ UNCH    1 2
 FQ0170
 FQ0170.Superseded values are not recommended for survey control.
 FQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0170.See file dsdata.txt to determine how the superseded data were derived.
 FQ0170
 FQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE636807(NAD 83)
 FQ0170_MARKER: DB = BENCH MARK DISK
 FQ0170_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0170_SP_SET: SANDSTONE LEDGE
 FQ0170_STAMPING: ELEV 4295.687 FT K 6 1921
 FQ0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0170+STABILITY: POSITION/ELEVATION WELL
 FQ0170
 FQ0170  HISTORY     - Date     Condition        Report By
 FQ0170  HISTORY     - 1921     MONUMENTED       CGS
 FQ0170  HISTORY     - 1955     MARK NOT FOUND   USGS
 FQ0170
 FQ0170                          STATION DESCRIPTION
 FQ0170
 FQ0170'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0170'6.5 MI N FROM CAMERON.
 FQ0170'6.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0170'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 3.0 MILES SOUTH OF THE
 FQ0170'JUNCTION OF THE ROAD LEADING TO TUBA CITY, 0.2 MILE SOUTH OF A
 FQ0170'CONCRETE AND MASONRY BRIDGE WITH A RAILING, OPPOSITE THE SECOND
 FQ0170'DOUBLE-PIPE CULVERT NORTH OF THE CREST OF A HILL, 270 YARDS WEST OF
 FQ0170'THE HIGHWAY, AT THE EAST EDGE OF A SERIES OF ROUNDED DARK BROWN HILLS,
 FQ0170'48 FEET WEST OF THE CENTERLINE OF AN ABANDONED ROAD, 27 FEET EAST OF A
 FQ0170'NARROW RIDGE, 15 YARDS DOWNSTREAM ALONG A WASH FROM A POINT OPPOSITE
 FQ0170'THE HIGHEST POINT OF A SMALL HILL, 3 FEET FROM THE EDGE OF THE WASH,
 FQ0170'IN THE TOP OF A SANDSTONE LEDGE FLUSH WITH THE GROUND, AND 1 FOOT
 FQ0170'ABOVE THE BED OF THE WASH.  A STANDARD DISK, STAMPED ELEV 4295.687 FT
 FQ0170'K 6 1921.  NOTE-- IT WAS REPORTED AT THAT TIME THE SANDSTONE LEDGE HAS
 FQ0170'WEATHERED A GREAT DEAL AND IS CRUMBLING IN THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0548 ***********************************************************************
 FS0548  DESIGNATION -  K 60
 FS0548  PID         -  FS0548
 FS0548  STATE/COUNTY-  AZ/MOHAVE
 FS0548  USGS QUAD   -  CERBAT (1968)
 FS0548
 FS0548                         *CURRENT SURVEY CONTROL
 FS0548  ___________________________________________________________________
 FS0548* NAD 83(1986)-  35 21 21.     (N)    114 11 58.     (W)     SCALED    
 FS0548* NAVD 88     -      1090.357  (meters)    3577.28   (feet)  ADJUSTED  
 FS0548  ___________________________________________________________________
 FS0548  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0548  DYNAMIC HT  -        1089.063 (meters)    3573.03  (feet)  COMP
 FS0548  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 FS0548
 FS0548  VERT ORDER  -  FIRST     CLASS II
 FS0548
 FS0548.The horizontal coordinates were scaled from a topographic map and have
 FS0548.an estimated accuracy of +/- 6 seconds.
 FS0548
 FS0548.The orthometric height was determined by differential leveling
 FS0548.and adjusted in June 1991.
 FS0548
 FS0548.The geoid height was determined by GEOID03.
 FS0548
 FS0548.The dynamic height is computed by dividing the NAVD 88
 FS0548.geopotential number by the normal gravity value computed on the
 FS0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0548.degrees latitude (g = 980.6199 gals.).
 FS0548
 FS0548.The modeled gravity was interpolated from observed gravity values.
 FS0548
 FS0548;                    North         East    Units  Estimated Accuracy
 FS0548;SPC AZ W     -   483,160.      172,510.      MT  (+/- 180 meters Scaled)
 FS0548
 FS0548                          SUPERSEDED SURVEY CONTROL
 FS0548
 FS0548  NGVD 29 (??/??/92) 1089.536  (m)         3574.59   (f) ADJ UNCH    1 2
 FS0548
 FS0548.Superseded values are not recommended for survey control.
 FS0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0548.See file dsdata.txt to determine how the superseded data were derived.
 FS0548
 FS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV544161(NAD 83)
 FS0548_MARKER: DB = BENCH MARK DISK
 FS0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0548_STAMPING: K 60 1934
 FS0548_MARK LOGO: CGS   
 FS0548_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0548+STABILITY: SURFACE MOTION
 FS0548
 FS0548  HISTORY     - Date     Condition        Report By
 FS0548  HISTORY     - 1934     MONUMENTED       CGS
 FS0548  HISTORY     - 1940     GOOD             NGS
 FS0548  HISTORY     - 1955     GOOD             NGS
 FS0548  HISTORY     - 1982     GOOD             NGS
 FS0548  HISTORY     - 1982     GOOD             NGS
 FS0548
 FS0548                          STATION DESCRIPTION
 FS0548
 FS0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0548'4 MI S FROM CHLORIDE.
 FS0548'4.0 MILES SOUTH ALONG THE OLD KINGMAN ROAD FROM CHLORIDE, 146
 FS0548'FEET SOUTH OF THE JUNCTION OF A ROAD LEADING EAST TO EMERALD
 FS0548'MINE, 145 FEET NORTH OF THE CENTER OF A WASH, 36 FEET WEST OF
 FS0548'THE CENTERLINE OF THE OLD ROAD, 12 FEET SOUTHWEST OF A GREASEWOOD
 FS0548'BUSH, AND 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 FS0548'STANDARD DISK, STAMPED K 60 1934 AND SET IN THE TOP OF A CONCRETE
 FS0548'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0548
 FS0548                          STATION RECOVERY (1955)
 FS0548
 FS0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0548'RECOVERED IN GOOD CONDITION.
 FS0548
 FS0548                          STATION RECOVERY (1982)
 FS0548
 FS0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0548'6.4 KM (4.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0548'IN CHLORIDE, 44.5 METERS (146 FT) SOUTH OF THE JUNCTION OF A ROAD
 FS0548'LEADING EAST TO THE EMERALD MINE, 14.2 METERS (145 FT) NORTH OF THE
 FS0548'CENTER OF A WASH, 10.9 METERS (36 FT) WEST OF THE CENTERLINE OF THE
 FS0548'OLD HIGHWAY, 3.7 METERS (12 FT) SOUTHWEST OF A GREASEWOOD BUSH.
 FS0548'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 FS0548
 FS0548                          STATION RECOVERY (1982)
 FS0548
 FS0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0548'6.4 KM (4.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0548'IN CHLORIDE, 44.5 METERS (146 FT) SOUTH OF THE JUNCTION OF A ROAD
 FS0548'LEADING EAST TO THE EMERALD MINE, 14.2 METERS (145 FT) NORTH OF THE
 FS0548'CENTER OF A WASH, 10.9 METERS (36 FT) WEST OF THE CENTERLINE OF THE
 FS0548'OLD HIGHWAY, 3.7 METERS (12 FT) SOUTHWEST OF A GREASEWOOD BUSH.
 FS0548'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0034 ***********************************************************************
 FR0034  DESIGNATION -  K 61
 FR0034  PID         -  FR0034
 FR0034  STATE/COUNTY-  AZ/COCONINO
 FR0034  USGS QUAD   -  RED BUTTE SW (1980)
 FR0034
 FR0034                         *CURRENT SURVEY CONTROL
 FR0034  ___________________________________________________________________
 FR0034* NAD 83(1986)-  35 51 40.     (N)    112 14 58.     (W)     SCALED    
 FR0034* NAVD 88     -      1805.171  (meters)    5922.47   (feet)  POSTED    
 FR0034  ___________________________________________________________________
 FR0034  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FR0034  DYNAMIC HT  -        1802.820 (meters)    5914.75  (feet)  COMP
 FR0034  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 FR0034
 FR0034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0034
 FR0034.The horizontal coordinates were scaled from a topographic map and have
 FR0034.an estimated accuracy of +/- 6 seconds.
 FR0034
 FR0034.The orthometric height was determined by differential leveling
 FR0034.and adjusted by the  in 1992.
 FR0034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0034.rate of 0.0 thru 1.0 mm/km.
 FR0034
 FR0034.The geoid height was determined by GEOID03.
 FR0034
 FR0034.The dynamic height is computed by dividing the NAVD 88
 FR0034.geopotential number by the normal gravity value computed on the
 FR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0034.degrees latitude (g = 980.6199 gals.).
 FR0034
 FR0034.The modeled gravity was interpolated from observed gravity values.
 FR0034
 FR0034;                    North         East    Units  Estimated Accuracy
 FR0034;SPC AZ C     -   539,160.      183,310.      MT  (+/- 180 meters Scaled)
 FR0034
 FR0034                          SUPERSEDED SURVEY CONTROL
 FR0034
 FR0034  NGVD 29 (??/??/92) 1804.304  (m)         5919.62   (f) ADJ UNCH    2 0
 FR0034
 FR0034.Superseded values are not recommended for survey control.
 FR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0034.See file dsdata.txt to determine how the superseded data were derived.
 FR0034
 FR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE871692(NAD 83)
 FR0034_MARKER: DB = BENCH MARK DISK
 FR0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0034_SP_SET: CONCRETE BASE
 FR0034_STAMPING: K 61 1934
 FR0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0034+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0034
 FR0034  HISTORY     - Date     Condition        Report By
 FR0034  HISTORY     - 1934     MONUMENTED       CGS
 FR0034  HISTORY     - 1955     GOOD             NGS
 FR0034  HISTORY     - 20000715 GOOD             AZDT
 FR0034
 FR0034                          STATION DESCRIPTION
 FR0034
 FR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0034'19.0 MI S FROM GRAND CANYON.
 FR0034'ABOUT 19.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0034'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT ANITA, ABOUT
 FR0034'8 POLES SOUTH OF MILEPOST 45, IN THE TOP OF THE CONCRETE BASE OF A
 FR0034'LARGE WATER TANK, 9 FEET NORTH OF A STEEL LADDER, AND 45 FEET WEST OF
 FR0034'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 61 1934.
 FR0034
 FR0034                          STATION RECOVERY (1955)
 FR0034
 FR0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0034'RECOVERED IN GOOD CONDITION.
 FR0034
 FR0034                          STATION RECOVERY (2000)
 FR0034
 FR0034'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0366 ***********************************************************************
 FQ0366  DESIGNATION -  K 62
 FQ0366  PID         -  FQ0366
 FQ0366  STATE/COUNTY-  AZ/COCONINO
 FQ0366  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0366
 FQ0366                         *CURRENT SURVEY CONTROL
 FQ0366  ___________________________________________________________________
 FQ0366* NAD 83(1986)-  35 55 55.     (N)    111 44 59.     (W)     SCALED    
 FQ0366* NAVD 88     -      1859.291  (meters)    6100.02   (feet)  POSTED    
 FQ0366  ___________________________________________________________________
 FQ0366  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0366  DYNAMIC HT  -        1856.850 (meters)    6092.02  (feet)  COMP
 FQ0366  MODELED GRAV-     979,253.8   (mgal)                       NAVD 88
 FQ0366
 FQ0366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0366
 FQ0366.The horizontal coordinates were scaled from a topographic map and have
 FQ0366.an estimated accuracy of +/- 6 seconds.
 FQ0366
 FQ0366.The orthometric height was determined by differential leveling
 FQ0366.and adjusted by the  in 1992.
 FQ0366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0366.rate of 0.0 thru 1.0 mm/km.
 FQ0366
 FQ0366.The geoid height was determined by GEOID03.
 FQ0366
 FQ0366.The dynamic height is computed by dividing the NAVD 88
 FQ0366.geopotential number by the normal gravity value computed on the
 FQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0366.degrees latitude (g = 980.6199 gals.).
 FQ0366
 FQ0366.The modeled gravity was interpolated from observed gravity values.
 FQ0366
 FQ0366;                    North         East    Units  Estimated Accuracy
 FQ0366;SPC AZ C     -   546,980.      228,420.      MT  (+/- 180 meters Scaled)
 FQ0366
 FQ0366                          SUPERSEDED SURVEY CONTROL
 FQ0366
 FQ0366  NGVD 29 (??/??/92) 1858.353  (m)         6096.95   (f) ADJ UNCH    2 0
 FQ0366
 FQ0366.Superseded values are not recommended for survey control.
 FQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0366.See file dsdata.txt to determine how the superseded data were derived.
 FQ0366
 FQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE323766(NAD 83)
 FQ0366_MARKER: DB = BENCH MARK DISK
 FQ0366_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0366_SP_SET: LINESTONE OUTCROP
 FQ0366_STAMPING: K 62 1934
 FQ0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0366+STABILITY: POSITION/ELEVATION WELL
 FQ0366
 FQ0366  HISTORY     - Date     Condition        Report By
 FQ0366  HISTORY     - 1934     MONUMENTED       CGS
 FQ0366
 FQ0366                          STATION DESCRIPTION
 FQ0366
 FQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0366'23.8 MI W FROM CAMERON.
 FQ0366'ABOUT 23.8 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0366'COUNTY, 121 FEET SOUTH OF A 10- BY 10-FOOT CONCRETE BOX CULVERT, 35
 FQ0366'FEET SOUTH OF A LIMESTONE LEDGE, 47 FEET WEST OF THE CENTER LINE OF
 FQ0366'THE HIGHWAY, AND IN THE TOP OF A LIMESTONE LEDGE ABOUT 1 FOOT HIGHER
 FQ0366'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0001 ***********************************************************************
 FQ0001  DESIGNATION -  K 64
 FQ0001  PID         -  FQ0001
 FQ0001  STATE/COUNTY-  AZ/NAVAJO
 FQ0001  USGS QUAD   -  POLACCA (1991)
 FQ0001
 FQ0001                         *CURRENT SURVEY CONTROL
 FQ0001  ___________________________________________________________________
 FQ0001* NAD 83(1986)-  35 48 36.     (N)    110 29 54.     (W)     SCALED    
 FQ0001* NAVD 88     -      1886.932  (meters)    6190.71   (feet)  ADJUSTED  
 FQ0001  ___________________________________________________________________
 FQ0001  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 FQ0001  DYNAMIC HT  -        1884.475 (meters)    6182.65  (feet)  COMP
 FQ0001  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 FQ0001
 FQ0001  VERT ORDER  -  SECOND    CLASS 0
 FQ0001
 FQ0001.The horizontal coordinates were scaled from a topographic map and have
 FQ0001.an estimated accuracy of +/- 6 seconds.
 FQ0001
 FQ0001.The orthometric height was determined by differential leveling
 FQ0001.and adjusted in June 1991.
 FQ0001
 FQ0001.The geoid height was determined by GEOID03.
 FQ0001
 FQ0001.The dynamic height is computed by dividing the NAVD 88
 FQ0001.geopotential number by the normal gravity value computed on the
 FQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0001.degrees latitude (g = 980.6199 gals.).
 FQ0001
 FQ0001.The modeled gravity was interpolated from observed gravity values.
 FQ0001
 FQ0001;                    North         East    Units  Estimated Accuracy
 FQ0001;SPC AZ E     -   533,480.      183,390.      MT  (+/- 180 meters Scaled)
 FQ0001
 FQ0001                          SUPERSEDED SURVEY CONTROL
 FQ0001
 FQ0001  NGVD 29 (??/??/92) 1886.044  (m)         6187.80   (f) ADJ UNCH    2 0
 FQ0001
 FQ0001.Superseded values are not recommended for survey control.
 FQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0001.See file dsdata.txt to determine how the superseded data were derived.
 FQ0001
 FQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE453629(NAD 83)
 FQ0001_MARKER: DB = BENCH MARK DISK
 FQ0001_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0001_SP_SET: SANDSTONE
 FQ0001_STAMPING: K 64 1934
 FQ0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0001+STABILITY: POSITION/ELEVATION WELL
 FQ0001
 FQ0001  HISTORY     - Date     Condition        Report By
 FQ0001  HISTORY     - 1934     MONUMENTED       CGS
 FQ0001
 FQ0001                          STATION DESCRIPTION
 FQ0001
 FQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0001'9.7 MI E FROM ORAIBI.
 FQ0001'9.7 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO COUNTY,
 FQ0001'AT THE BASE OF A ROCKY HOGBACK, 50 FEET SOUTHEAST OF A DIM ROAD
 FQ0001'LEADING SOUTHWEST, 62 FEET EAST OF A ROW OF POLES, 36 FEET EAST OF THE
 FQ0001'CENTERLINE OF THE ROAD, BETWEEN TWO LARGE BOULDERS, AND IN SANDSTONE.
 FQ0001'A STANDARD DISK, STAMPED K 64 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0207 ***********************************************************************
 ES0207  DESIGNATION -  K 65
 ES0207  PID         -  ES0207
 ES0207  STATE/COUNTY-  AZ/GILA
 ES0207  USGS QUAD   -  O W POINT (1990)
 ES0207
 ES0207                         *CURRENT SURVEY CONTROL
 ES0207  ___________________________________________________________________
 ES0207* NAD 83(1986)-  34 15 07.     (N)    110 52 31.     (W)     SCALED    
 ES0207* NAVD 88     -      2105.969  (meters)    6909.33   (feet)  ADJUSTED  
 ES0207  ___________________________________________________________________
 ES0207  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ES0207  DYNAMIC HT  -        2102.756 (meters)    6898.79  (feet)  COMP
 ES0207  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 ES0207
 ES0207  VERT ORDER  -  SECOND    CLASS 0
 ES0207
 ES0207.The horizontal coordinates were scaled from a topographic map and have
 ES0207.an estimated accuracy of +/- 6 seconds.
 ES0207
 ES0207.The orthometric height was determined by differential leveling
 ES0207.and adjusted in June 1991.
 ES0207
 ES0207.The geoid height was determined by GEOID03.
 ES0207
 ES0207.The dynamic height is computed by dividing the NAVD 88
 ES0207.geopotential number by the normal gravity value computed on the
 ES0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0207.degrees latitude (g = 980.6199 gals.).
 ES0207
 ES0207.The modeled gravity was interpolated from observed gravity values.
 ES0207
 ES0207;                    North         East    Units  Estimated Accuracy
 ES0207;SPC AZ E     -   360,830.      148,100.      MT  (+/- 180 meters Scaled)
 ES0207
 ES0207                          SUPERSEDED SURVEY CONTROL
 ES0207
 ES0207  NGVD 29 (??/??/92) 2104.918  (m)         6905.89   (f) ADJ UNCH    2 0
 ES0207
 ES0207.Superseded values are not recommended for survey control.
 ES0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0207.See file dsdata.txt to determine how the superseded data were derived.
 ES0207
 ES0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC114900(NAD 83)
 ES0207_MARKER: DB = BENCH MARK DISK
 ES0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0207_STAMPING: K-65 1934
 ES0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0207+STABILITY: SURFACE MOTION
 ES0207
 ES0207  HISTORY     - Date     Condition        Report By
 ES0207  HISTORY     - 1934     MONUMENTED       CGS
 ES0207  HISTORY     - 1960     GOOD             USGS
 ES0207
 ES0207                          STATION DESCRIPTION
 ES0207
 ES0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0207'28.4 MI SW FROM HEBER.
 ES0207'ON HEBER-PAYSON ROAD, 40 FT. EAST OF CENTER LINE OF ROAD, 18 FT. SOUTH
 ES0207'EAST OF BURNED TREE STUMP, 15 FT. ABOUVE ROAD LEVEL, AT TOP OF SMALL
 ES0207'GRADE.
 ES0207
 ES0207                          STATION RECOVERY (1960)
 ES0207
 ES0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0510 ***********************************************************************
 DU0510  DESIGNATION -  K 67
 DU0510  PID         -  DU0510
 DU0510  STATE/COUNTY-  AZ/PINAL
 DU0510  USGS QUAD   -  NORTH BUTTE (1978)
 DU0510
 DU0510                         *CURRENT SURVEY CONTROL
 DU0510  ___________________________________________________________________
 DU0510* NAD 83(1986)-  33 05 40.     (N)    111 10 25.     (W)     SCALED    
 DU0510* NAVD 88     -       495.70   (+/-2cm)    1626.3    (feet)  VERTCON   
 DU0510  ___________________________________________________________________
 DU0510  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DU0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0510
 DU0510.The horizontal coordinates were scaled from a topographic map and have
 DU0510.an estimated accuracy of +/- 6 seconds.
 DU0510
 DU0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0510.The vertical order pertains to the NGVD 29 superseded value.
 DU0510
 DU0510.The geoid height was determined by GEOID03.
 DU0510
 DU0510;                    North         East    Units  Estimated Accuracy
 DU0510;SPC AZ C     -   232,470.      282,720.      MT  (+/- 180 meters Scaled)
 DU0510
 DU0510                          SUPERSEDED SURVEY CONTROL
 DU0510
 DU0510  NGVD 29 (??/??/92)  495.108  (m)         1624.37   (f) ADJ UNCH    2 0
 DU0510
 DU0510.Superseded values are not recommended for survey control.
 DU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0510.See file dsdata.txt to determine how the superseded data were derived.
 DU0510
 DU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB837617(NAD 83)
 DU0510_MARKER: DB = BENCH MARK DISK
 DU0510_SETTING: 66 = SET IN ROCK OUTCROP
 DU0510_SP_SET: BEDROCK
 DU0510_STAMPING: K 67 1934
 DU0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0510+STABILITY: POSITION/ELEVATION WELL
 DU0510
 DU0510  HISTORY     - Date     Condition        Report By
 DU0510  HISTORY     - 1934     MONUMENTED       CGS
 DU0510
 DU0510                          STATION DESCRIPTION
 DU0510
 DU0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0510'2.2 MI W FROM COCHRAN.
 DU0510'2.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0510'66 FEET EAST OF MILEPOST 973, 100 YARDS SOUTH OF THE BANK OF GILA
 DU0510'RIVER, 100 FEET WEST OF A CURVE, 9 FEET SOUTH OF THE CENTERLINE OF THE
 DU0510'TRACK, IN THE TOP OF SOLID BEDROCK, AND ABOUT 3 FEET LOWER THAN THE
 DU0510'TRACK.  A STANDARD DISK, STAMPED K 67 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0221 ***********************************************************************
 DT0221  DESIGNATION -  K 69
 DT0221  PID         -  DT0221
 DT0221  STATE/COUNTY-  AZ/GREENLEE
 DT0221  USGS QUAD   -  ALPINE (1991)
 DT0221
 DT0221                         *CURRENT SURVEY CONTROL
 DT0221  ___________________________________________________________________
 DT0221* NAD 83(1986)-  33 46 27.     (N)    109 11 49.     (W)     SCALED    
 DT0221* NAVD 88     -      2469.432  (meters)    8101.79   (feet)  ADJUSTED  
 DT0221  ___________________________________________________________________
 DT0221  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DT0221  DYNAMIC HT  -        2465.361 (meters)    8088.44  (feet)  COMP
 DT0221  MODELED GRAV-     978,898.7   (mgal)                       NAVD 88
 DT0221
 DT0221  VERT ORDER  -  SECOND    CLASS 0
 DT0221
 DT0221.The horizontal coordinates were scaled from a topographic map and have
 DT0221.an estimated accuracy of +/- 6 seconds.
 DT0221
 DT0221.The orthometric height was determined by differential leveling
 DT0221.and adjusted in June 1991.
 DT0221
 DT0221.The geoid height was determined by GEOID03.
 DT0221
 DT0221.The dynamic height is computed by dividing the NAVD 88
 DT0221.geopotential number by the normal gravity value computed on the
 DT0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0221.degrees latitude (g = 980.6199 gals.).
 DT0221
 DT0221.The modeled gravity was interpolated from observed gravity values.
 DT0221
 DT0221;                    North         East    Units  Estimated Accuracy
 DT0221;SPC AZ E     -   308,030.      303,180.      MT  (+/- 180 meters Scaled)
 DT0221
 DT0221                          SUPERSEDED SURVEY CONTROL
 DT0221
 DT0221  NGVD 29 (??/??/92) 2468.336  (m)         8098.20   (f) ADJ UNCH    2 0
 DT0221
 DT0221.Superseded values are not recommended for survey control.
 DT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0221.See file dsdata.txt to determine how the superseded data were derived.
 DT0221
 DT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC669385(NAD 83)
 DT0221_MARKER: DB = BENCH MARK DISK
 DT0221_SETTING: 66 = SET IN ROCK OUTCROP
 DT0221_SP_SET: OUTCROP
 DT0221_STAMPING: K-69 1934
 DT0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0221+STABILITY: POSITION/ELEVATION WELL
 DT0221
 DT0221  HISTORY     - Date     Condition        Report By
 DT0221  HISTORY     - 1934     MONUMENTED       CGS
 DT0221  HISTORY     - 19891002 GOOD             USPSQD
 DT0221
 DT0221                          STATION DESCRIPTION
 DT0221
 DT0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0221'8.2 MI S FROM ALPINE.
 DT0221'8.2 MI SOUTH ON STATE HWY NO.71.  ON STATE HIGHWAY NO.71, 28 FEET EAST
 DT0221'OF THE CENTERLINE OF THE HIGHWAY.
 DT0221
 DT0221                          STATION RECOVERY (1989)
 DT0221
 DT0221'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0321 ***********************************************************************
 DT0321  DESIGNATION -  K 70
 DT0321  PID         -  DT0321
 DT0321  STATE/COUNTY-  AZ/GREENLEE
 DT0321  USGS QUAD   -  ROBINSON MESA (1967)
 DT0321
 DT0321                         *CURRENT SURVEY CONTROL
 DT0321  ___________________________________________________________________
 DT0321* NAD 83(1986)-  33 25 42.     (N)    109 22 34.     (W)     SCALED    
 DT0321* NAVD 88     -      2416.697  (meters)    7928.78   (feet)  ADJUSTED  
 DT0321  ___________________________________________________________________
 DT0321  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 DT0321  DYNAMIC HT  -        2412.795 (meters)    7915.98  (feet)  COMP
 DT0321  MODELED GRAV-     978,934.0   (mgal)                       NAVD 88
 DT0321
 DT0321  VERT ORDER  -  SECOND    CLASS 0
 DT0321
 DT0321.The horizontal coordinates were scaled from a topographic map and have
 DT0321.an estimated accuracy of +/- 6 seconds.
 DT0321
 DT0321.The orthometric height was determined by differential leveling
 DT0321.and adjusted in June 1991.
 DT0321
 DT0321.The geoid height was determined by GEOID03.
 DT0321
 DT0321.The dynamic height is computed by dividing the NAVD 88
 DT0321.geopotential number by the normal gravity value computed on the
 DT0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0321.degrees latitude (g = 980.6199 gals.).
 DT0321
 DT0321.The modeled gravity was interpolated from observed gravity values.
 DT0321
 DT0321;                    North         East    Units  Estimated Accuracy
 DT0321;SPC AZ E     -   269,530.      286,870.      MT  (+/- 180 meters Scaled)
 DT0321
 DT0321                          SUPERSEDED SURVEY CONTROL
 DT0321
 DT0321  NGVD 29 (??/??/92) 2415.676  (m)         7925.43   (f) ADJ UNCH    2 0
 DT0321
 DT0321.Superseded values are not recommended for survey control.
 DT0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0321.See file dsdata.txt to determine how the superseded data were derived.
 DT0321
 DT0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB509999(NAD 83)
 DT0321_MARKER: DB = BENCH MARK DISK
 DT0321_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0321_SP_SET: UNSPECIFIED ROCK
 DT0321_STAMPING: K-70 1934
 DT0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0321
 DT0321  HISTORY     - Date     Condition        Report By
 DT0321  HISTORY     - 1934     MONUMENTED       CGS
 DT0321  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0321
 DT0321                          STATION DESCRIPTION
 DT0321
 DT0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0321'41.0 MI N FROM CLIFTON.
 DT0321'41.0 MI NORTH ON STATE HWY NO. 71, FROM P.O. AT A POINT WHERE THE
 DT0321'HIGHWAY MAKES A SHARP HORSE-SHOE CURVE THRU A CUT, AND 40 FEET EAST OF
 DT0321'THE CENTERLINE OF THE HIGHWAY.  SET IN A ROCK ABOUT 1 FOOT IN
 DT0321'DIAMETER, AND 4 INCHES ABOVE THE GROUND.
 DT0321
 DT0321                          STATION RECOVERY (1967)
 DT0321
 DT0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0082 ***********************************************************************
 FQ0082  DESIGNATION -  K 71
 FQ0082  PID         -  FQ0082
 FQ0082  STATE/COUNTY-  AZ/COCONINO
 FQ0082  USGS QUAD   -  OLD LEUPP (1986)
 FQ0082
 FQ0082                         *CURRENT SURVEY CONTROL
 FQ0082  ___________________________________________________________________
 FQ0082* NAD 83(1986)-  35 21 31.     (N)    110 56 45.     (W)     SCALED    
 FQ0082* NAVD 88     -      1477.018  (meters)    4845.85   (feet)  ADJUSTED  
 FQ0082  ___________________________________________________________________
 FQ0082  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0082  DYNAMIC HT  -        1475.114 (meters)    4839.60  (feet)  COMP
 FQ0082  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 FQ0082
 FQ0082  VERT ORDER  -  SECOND    CLASS 0
 FQ0082
 FQ0082.The horizontal coordinates were scaled from a topographic map and have
 FQ0082.an estimated accuracy of +/- 6 seconds.
 FQ0082
 FQ0082.The orthometric height was determined by differential leveling
 FQ0082.and adjusted in June 1991.
 FQ0082
 FQ0082.The geoid height was determined by GEOID03.
 FQ0082
 FQ0082.The dynamic height is computed by dividing the NAVD 88
 FQ0082.geopotential number by the normal gravity value computed on the
 FQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0082.degrees latitude (g = 980.6199 gals.).
 FQ0082
 FQ0082.The modeled gravity was interpolated from observed gravity values.
 FQ0082
 FQ0082;                    North         East    Units  Estimated Accuracy
 FQ0082;SPC AZ C     -   483,790.      301,590.      MT  (+/- 180 meters Scaled)
 FQ0082
 FQ0082                          SUPERSEDED SURVEY CONTROL
 FQ0082
 FQ0082  NGVD 29 (??/??/92) 1476.255  (m)         4843.35   (f) ADJ UNCH    2 0
 FQ0082
 FQ0082.Superseded values are not recommended for survey control.
 FQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0082.See file dsdata.txt to determine how the superseded data were derived.
 FQ0082
 FQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE049128(NAD 83)
 FQ0082_MARKER: DB = BENCH MARK DISK
 FQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0082_STAMPING: K 71 1934
 FQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0082+STABILITY: SURFACE MOTION
 FQ0082
 FQ0082  HISTORY     - Date     Condition        Report By
 FQ0082  HISTORY     - 1934     MONUMENTED       CGS
 FQ0082
 FQ0082                          STATION DESCRIPTION
 FQ0082
 FQ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0082'8.7 MI NE FROM LEUPP.
 FQ0082'8.7 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0082'COCONINO COUNTY, IN LINE WITH A ROW OF POLES, ABOUT 4-1/2 POLES
 FQ0082'SOUTHWEST OF AN ANGLE IN THE ROW OF POLES LEADING NORTHEAST, AND 121
 FQ0082'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 FQ0082'STAMPED K 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0026 ***********************************************************************
 FQ0026  DESIGNATION -  K 72
 FQ0026  PID         -  FQ0026
 FQ0026  STATE/COUNTY-  AZ/NAVAJO
 FQ0026  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0026
 FQ0026                         *CURRENT SURVEY CONTROL
 FQ0026  ___________________________________________________________________
 FQ0026* NAD 83(1986)-  35 43 42.     (N)    110 06 22.     (W)     SCALED    
 FQ0026* NAVD 88     -      2027.963  (meters)    6653.41   (feet)  ADJUSTED  
 FQ0026  ___________________________________________________________________
 FQ0026  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 FQ0026  DYNAMIC HT  -        2025.211 (meters)    6644.38  (feet)  COMP
 FQ0026  MODELED GRAV-     979,203.5   (mgal)                       NAVD 88
 FQ0026
 FQ0026  VERT ORDER  -  SECOND    CLASS 0
 FQ0026
 FQ0026.The horizontal coordinates were scaled from a topographic map and have
 FQ0026.an estimated accuracy of +/- 6 seconds.
 FQ0026
 FQ0026.The orthometric height was determined by differential leveling
 FQ0026.and adjusted in June 1991.
 FQ0026
 FQ0026.The geoid height was determined by GEOID03.
 FQ0026
 FQ0026.The dynamic height is computed by dividing the NAVD 88
 FQ0026.geopotential number by the normal gravity value computed on the
 FQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0026.degrees latitude (g = 980.6199 gals.).
 FQ0026
 FQ0026.The modeled gravity was interpolated from observed gravity values.
 FQ0026
 FQ0026;                    North         East    Units  Estimated Accuracy
 FQ0026;SPC AZ E     -   524,370.      218,840.      MT  (+/- 180 meters Scaled)
 FQ0026
 FQ0026                          SUPERSEDED SURVEY CONTROL
 FQ0026
 FQ0026  NGVD 29 (??/??/92) 2027.002  (m)         6650.26   (f) ADJ UNCH    2 0
 FQ0026
 FQ0026.Superseded values are not recommended for survey control.
 FQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0026.See file dsdata.txt to determine how the superseded data were derived.
 FQ0026
 FQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE808541(NAD 83)
 FQ0026_MARKER: DB = BENCH MARK DISK
 FQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0026_STAMPING: K 72 1934
 FQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0026+STABILITY: SURFACE MOTION
 FQ0026
 FQ0026  HISTORY     - Date     Condition        Report By
 FQ0026  HISTORY     - 1934     MONUMENTED       CGS
 FQ0026  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0026
 FQ0026                          STATION DESCRIPTION
 FQ0026
 FQ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0026'9.8 MI S FROM KEAMS CANYON.
 FQ0026'9.8 MILES SOUTH ALONG THE HOLBROOK ROAD FROM KEAMS CANYON, NAVAJO
 FQ0026'COUNTY, 60 YARDS WEST OF A ROW OF TELEPHONE POLES, 33 FEET NORTH OF AN
 FQ0026'OLD EAST-AND-WEST CROSSROAD, AND 29 FEET WEST OF THE CENTERLINE OF THE
 FQ0026'HOLBROOK-KEAMS CANYON ROAD.  A STANDARD DISK, STAMPED K 72 1934 AND
 FQ0026'SET IN THE TOP OF A CONCRETE POST.
 FQ0026
 FQ0026                          STATION RECOVERY (1965)
 FQ0026
 FQ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0260 ***********************************************************************
 CY0260  DESIGNATION -  K 73
 CY0260  PID         -  CY0260
 CY0260  STATE/COUNTY-  AZ/GREENLEE
 CY0260  USGS QUAD   -  GUTHRIE (1986)
 CY0260
 CY0260                         *CURRENT SURVEY CONTROL
 CY0260  ___________________________________________________________________
 CY0260* NAD 83(1986)-  32 59 40.     (N)    109 16 36.     (W)     SCALED    
 CY0260* NAVD 88     -      1153.12   (+/-2cm)    3783.2    (feet)  VERTCON   
 CY0260  ___________________________________________________________________
 CY0260  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CY0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0260
 CY0260.The horizontal coordinates were scaled from a topographic map and have
 CY0260.an estimated accuracy of +/- 6 seconds.
 CY0260
 CY0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0260.The vertical order pertains to the NGVD 29 superseded value.
 CY0260
 CY0260.The geoid height was determined by GEOID03.
 CY0260
 CY0260;                    North         East    Units  Estimated Accuracy
 CY0260;SPC AZ E     -   221,490.      296,530.      MT  (+/- 180 meters Scaled)
 CY0260
 CY0260                          SUPERSEDED SURVEY CONTROL
 CY0260
 CY0260  NGVD 29 (??/??/92) 1152.398  (m)         3780.83   (f) ADJ UNCH    2 0
 CY0260
 CY0260.Superseded values are not recommended for survey control.
 CY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0260.See file dsdata.txt to determine how the superseded data were derived.
 CY0260
 CY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB610519(NAD 83)
 CY0260_MARKER: DB = BENCH MARK DISK
 CY0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0260_SP_SET: BRIDGE
 CY0260_STAMPING: K 73 1934
 CY0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0260
 CY0260  HISTORY     - Date     Condition        Report By
 CY0260  HISTORY     - 1934     MONUMENTED       CGS
 CY0260
 CY0260                          STATION DESCRIPTION
 CY0260
 CY0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0260'4.8 MI NW FROM GUTHRIE.
 CY0260'4.8 MI. N.W. ALONG A. AND N.M. RY.  59 FT. S.E. OF MILE POLE 1210, 10
 CY0260'FT. E. OF THE CENTER LINE OF TRACK, AND SET HORIZONTAL IN THE N.E.
 CY0260'WING WALL OF BRIDGE NO.1209.97.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0328 ***********************************************************************
 DT0328  DESIGNATION -  K 74
 DT0328  PID         -  DT0328
 DT0328  STATE/COUNTY-  AZ/GREENLEE
 DT0328  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0328
 DT0328                         *CURRENT SURVEY CONTROL
 DT0328  ___________________________________________________________________
 DT0328* NAD 83(1986)-  33 21 48.     (N)    109 20 17.     (W)     SCALED    
 DT0328* NAVD 88     -      1971.709  (meters)    6468.85   (feet)  ADJUSTED  
 DT0328  ___________________________________________________________________
 DT0328  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 DT0328  DYNAMIC HT  -        1968.656 (meters)    6458.83  (feet)  COMP
 DT0328  MODELED GRAV-     979,018.1   (mgal)                       NAVD 88
 DT0328
 DT0328  VERT ORDER  -  SECOND    CLASS 0
 DT0328
 DT0328.The horizontal coordinates were scaled from a topographic map and have
 DT0328.an estimated accuracy of +/- 6 seconds.
 DT0328
 DT0328.The orthometric height was determined by differential leveling
 DT0328.and adjusted in June 1991.
 DT0328
 DT0328.The geoid height was determined by GEOID03.
 DT0328
 DT0328.The dynamic height is computed by dividing the NAVD 88
 DT0328.geopotential number by the normal gravity value computed on the
 DT0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0328.degrees latitude (g = 980.6199 gals.).
 DT0328
 DT0328.The modeled gravity was interpolated from observed gravity values.
 DT0328
 DT0328;                    North         East    Units  Estimated Accuracy
 DT0328;SPC AZ E     -   262,350.      290,470.      MT  (+/- 180 meters Scaled)
 DT0328
 DT0328                          SUPERSEDED SURVEY CONTROL
 DT0328
 DT0328  NGVD 29 (??/??/92) 1970.806  (m)         6465.89   (f) ADJ UNCH    2 0
 DT0328
 DT0328.Superseded values are not recommended for survey control.
 DT0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0328.See file dsdata.txt to determine how the superseded data were derived.
 DT0328
 DT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB546928(NAD 83)
 DT0328_MARKER: DB = BENCH MARK DISK
 DT0328_SETTING: 66 = SET IN ROCK OUTCROP
 DT0328_SP_SET: MALPAIS ROCK
 DT0328_STAMPING: K-74 1934
 DT0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0328+STABILITY: POSITION/ELEVATION WELL
 DT0328
 DT0328  HISTORY     - Date     Condition        Report By
 DT0328  HISTORY     - 1934     MONUMENTED       CGS
 DT0328
 DT0328                          STATION DESCRIPTION
 DT0328
 DT0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0328'32.0 MI N FROM CLIFTON.
 DT0328'32.0 MI NORTH ON STATE HWY NO. 71, FROM P.O. ABOUT 100 YDS SOUTHWEST
 DT0328'OF A SMALL INCLINE ON THE HIGHWAY, 18 FEET WEST OF A LONE JUNIPER
 DT0328'TREE, AND 63 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0211 ***********************************************************************
 CZ0211  DESIGNATION -  K 75
 CZ0211  PID         -  CZ0211
 CZ0211  STATE/COUNTY-  AZ/PIMA
 CZ0211  USGS QUAD   -  TUCSON SW (1992)
 CZ0211
 CZ0211                         *CURRENT SURVEY CONTROL
 CZ0211  ___________________________________________________________________
 CZ0211* NAD 83(1986)-  32 05 02.     (N)    110 57 30.     (W)     SCALED    
 CZ0211* NAVD 88     -       791.66   (+/-2cm)    2597.3    (feet)  VERTCON   
 CZ0211  ___________________________________________________________________
 CZ0211  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0211
 CZ0211.The horizontal coordinates were scaled from a topographic map and have
 CZ0211.an estimated accuracy of +/- 6 seconds.
 CZ0211
 CZ0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0211.The vertical order pertains to the NGVD 29 superseded value.
 CZ0211
 CZ0211.The geoid height was determined by GEOID03.
 CZ0211
 CZ0211;                    North         East    Units  Estimated Accuracy
 CZ0211;SPC AZ C     -   120,570.      303,830.      MT  (+/- 180 meters Scaled)
 CZ0211
 CZ0211                          SUPERSEDED SURVEY CONTROL
 CZ0211
 CZ0211  NGVD 29 (??/??/92)  791.023  (m)         2595.21   (f) ADJ UNCH    2 0
 CZ0211
 CZ0211.Superseded values are not recommended for survey control.
 CZ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0211.See file dsdata.txt to determine how the superseded data were derived.
 CZ0211
 CZ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA039497(NAD 83)
 CZ0211_MARKER: DB = BENCH MARK DISK
 CZ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0211_STAMPING: K-75 1934
 CZ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0211+STABILITY: SURFACE MOTION
 CZ0211
 CZ0211  HISTORY     - Date     Condition        Report By
 CZ0211  HISTORY     - 1934     MONUMENTED       CGS
 CZ0211  HISTORY     - 1935     GOOD             NGS
 CZ0211  HISTORY     - 1953     MARK NOT FOUND   NGS
 CZ0211
 CZ0211                          STATION DESCRIPTION
 CZ0211
 CZ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CZ0211'2.7 MI S FROM TUCSON.
 CZ0211'2.7 MI. S. OF DEPOT ALONG S.P. RY. 1/2 POLE S. OF MILE POST 994, 130
 CZ0211'FT. W. OF THE CENTER LINE OF THE TRACK, 175 FT. N.W. OF A SWITCH, AND
 CZ0211'55 FT. E. OF THE CENTER LINE OF THE HWY.
 CZ0211
 CZ0211                          STATION RECOVERY (1953)
 CZ0211
 CZ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CZ0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0210 ***********************************************************************
 CG0210  DESIGNATION -  K 77
 CG0210  PID         -  CG0210
 CG0210  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0210  USGS QUAD   -  NOGALES (1981)
 CG0210
 CG0210                         *CURRENT SURVEY CONTROL
 CG0210  ___________________________________________________________________
 CG0210* NAD 83(1986)-  31 20 15.     (N)    110 56 14.     (W)     SCALED    
 CG0210* NAVD 88     -      1175.743  (meters)    3857.42   (feet)  ADJUSTED  
 CG0210  ___________________________________________________________________
 CG0210  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0210  DYNAMIC HT  -        1173.919 (meters)    3851.43  (feet)  COMP
 CG0210  MODELED GRAV-     979,048.8   (mgal)                       NAVD 88
 CG0210
 CG0210  VERT ORDER  -  FIRST     CLASS II
 CG0210
 CG0210.The horizontal coordinates were scaled from a topographic map and have
 CG0210.an estimated accuracy of +/- 6 seconds.
 CG0210
 CG0210.The orthometric height was determined by differential leveling
 CG0210.and adjusted in June 1991.
 CG0210
 CG0210.The geoid height was determined by GEOID03.
 CG0210
 CG0210.The dynamic height is computed by dividing the NAVD 88
 CG0210.geopotential number by the normal gravity value computed on the
 CG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0210.degrees latitude (g = 980.6199 gals.).
 CG0210
 CG0210.The modeled gravity was interpolated from observed gravity values.
 CG0210
 CG0210;                    North         East    Units  Estimated Accuracy
 CG0210;SPC AZ C     -    37,830.      306,560.      MT  (+/- 180 meters Scaled)
 CG0210
 CG0210                          SUPERSEDED SURVEY CONTROL
 CG0210
 CG0210  NGVD 29 (??/??/92) 1174.835  (m)         3854.44   (f) ADJ UNCH    1 2
 CG0210
 CG0210.Superseded values are not recommended for survey control.
 CG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0210.See file dsdata.txt to determine how the superseded data were derived.
 CG0210
 CG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV059670(NAD 83)
 CG0210_MARKER: DB = BENCH MARK DISK
 CG0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0210_SP_SET: WALL
 CG0210_STAMPING: K 77 1934 3855.058
 CG0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0210+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 CG0210
 CG0210  HISTORY     - Date     Condition        Report By
 CG0210  HISTORY     - 1934     MONUMENTED       CGS
 CG0210  HISTORY     - 1954     GOOD             NGS
 CG0210  HISTORY     - 1959     GOOD             NGS
 CG0210  HISTORY     - 1980     GOOD             NGS
 CG0210  HISTORY     - 20030509 GOOD             NGS
 CG0210
 CG0210                          STATION DESCRIPTION
 CG0210
 CG0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0210'IN NOGALES.
 CG0210'AT NOGALES, 0.4 MILE NORTHEAST ALONG MORLEY AVENUE FROM THE SOUTHERN
 CG0210'PACIFIC COMPANY RAILROAD STATION, AT THE T JUNCTION OF HUGGINS AVENUE,
 CG0210'AT THE POST OFFICE, IN THE TOP OF THE NORTHEAST CONCRETE STAIRWAY
 CG0210'WALL, 12.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF MORLEY AVENUE, 11.2
 CG0210'FEET NORTHWEST OF THE NORTHWEST WALL OF THE BUILDING, 8.0 FEET
 CG0210'NORTHEAST OF THE CENTER OF THE STEPS, AND ABOUT 2 1/2 FEET HIGHER THAN
 CG0210'THE SIDEWALK.
 CG0210
 CG0210                          STATION RECOVERY (1959)
 CG0210
 CG0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0210'RECOVERED IN GOOD CONDITION.
 CG0210
 CG0210                          STATION RECOVERY (1980)
 CG0210
 CG0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0210'IN NOGALES, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF THE COUNTY
 CG0210'COURTHOUSE, AT THE POST OFFICE, IN TOP OF THE NORTHEAST CONCRETE
 CG0210'STAIRWAY WALL, 19.4 METERS (64 FEET) NORTHEAST OF THE NORTHEAST
 CG0210'CURB OF HUDGINS STREET, 3.8 METERS (12.5 FEET) SOUTHEAST OF THE
 CG0210'SOUTHEAST CURB OF MORLEY AVENUE, 3.4 METERS (11.2 FEET) NORTHWEST OF
 CG0210'THE NORTHWEST WALL OF THE POST OFFICE AND 2.4 METERS (8.0 FEET)
 CG0210'NORTHEAST OF THE CENTER OF THE STEPS.
 CG0210'THE MARK IS 1 M ABOVE THE SIDEWALK.
 CG0210
 CG0210                          STATION RECOVERY (2003)
 CG0210
 CG0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0534 ***********************************************************************
 CY0534  DESIGNATION -  K 79
 CY0534  PID         -  CY0534
 CY0534  STATE/COUNTY-  AZ/COCHISE
 CY0534  USGS QUAD   -  COCHISE (1985)
 CY0534
 CY0534                         *CURRENT SURVEY CONTROL
 CY0534  ___________________________________________________________________
 CY0534* NAD 83(1986)-  32 06 53.     (N)    109 55 17.     (W)     SCALED    
 CY0534* NAVD 88     -      1288.46   (+/-2cm)    4227.2    (feet)  VERTCON   
 CY0534  ___________________________________________________________________
 CY0534  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0534  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0534
 CY0534.The horizontal coordinates were scaled from a topographic map and have
 CY0534.an estimated accuracy of +/- 6 seconds.
 CY0534
 CY0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0534.The vertical order pertains to the NGVD 29 superseded value.
 CY0534
 CY0534.The geoid height was determined by GEOID03.
 CY0534
 CY0534;                    North         East    Units  Estimated Accuracy
 CY0534;SPC AZ E     -   123,610.      236,510.      MT  (+/- 180 meters Scaled)
 CY0534
 CY0534                          SUPERSEDED SURVEY CONTROL
 CY0534
 CY0534  NGVD 29 (??/??/92) 1287.690  (m)         4224.70   (f) ADJ UNCH    1 2
 CY0534
 CY0534.Superseded values are not recommended for survey control.
 CY0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0534.See file dsdata.txt to determine how the superseded data were derived.
 CY0534
 CY0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA017536(NAD 83)
 CY0534_MARKER: DB = BENCH MARK DISK
 CY0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0534_STAMPING: K 79 1934
 CY0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0534+STABILITY: SURFACE MOTION
 CY0534
 CY0534  HISTORY     - Date     Condition        Report By
 CY0534  HISTORY     - 1934     MONUMENTED       CGS
 CY0534  HISTORY     - 1952     GOOD             NGS
 CY0534  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0534
 CY0534                          STATION DESCRIPTION
 CY0534
 CY0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0534'IN COCHISE.
 CY0534'AT THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT COCHISE, 137.0
 CY0534'FEET WEST OF THE COCHISE HOTEL, 111.0 FEET SOUTH OF THE SOUTH CORNER
 CY0534'OF THE SOUTHERN PACIFIC COMPANY RAILROAD STATION BUILDING, 87.0 FEET
 CY0534'SOUTHEAST OF THE SOUTHEAST RAIL, 17.0 FEET SOUTHWEST OF THE CENTER
 CY0534'LINE OF A TRACK ROAD, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 2.0 FEET
 CY0534'LOWER THAN THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CY0534'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CY0534
 CY0534                          STATION RECOVERY (1980)
 CY0534
 CY0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0534'SEARCHED FOR BUT NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0366 ***********************************************************************
 CY0366  DESIGNATION -  K 79 RM
 CY0366  PID         -  CY0366
 CY0366  STATE/COUNTY-  AZ/COCHISE
 CY0366  USGS QUAD   -  COCHISE (1985)
 CY0366
 CY0366                         *CURRENT SURVEY CONTROL
 CY0366  ___________________________________________________________________
 CY0366* NAD 83(1986)-  32 06 48.     (N)    109 55 19.     (W)     SCALED    
 CY0366* NAVD 88     -      1287.81   (+/-2cm)    4225.1    (feet)  VERTCON   
 CY0366  ___________________________________________________________________
 CY0366  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0366
 CY0366.The horizontal coordinates were scaled from a topographic map and have
 CY0366.an estimated accuracy of +/- 6 seconds.
 CY0366
 CY0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0366.The vertical order pertains to the NGVD 29 superseded value.
 CY0366
 CY0366.The geoid height was determined by GEOID03.
 CY0366
 CY0366;                    North         East    Units  Estimated Accuracy
 CY0366;SPC AZ E     -   123,460.      236,450.      MT  (+/- 180 meters Scaled)
 CY0366
 CY0366                          SUPERSEDED SURVEY CONTROL
 CY0366
 CY0366  NGVD 29 (??/??/92) 1287.046  (m)         4222.58   (f) ADJ UNCH    1 2
 CY0366
 CY0366.Superseded values are not recommended for survey control.
 CY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0366.See file dsdata.txt to determine how the superseded data were derived.
 CY0366
 CY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA017535(NAD 83)
 CY0366_MARKER: Q = CHISELED SQUARE
 CY0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0366_SP_SET: SIDEWALK
 CY0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0366
 CY0366  HISTORY     - Date     Condition        Report By
 CY0366  HISTORY     - UNK      MONUMENTED       USGS
 CY0366  HISTORY     - 1952     GOOD             NGS
 CY0366
 CY0366                          STATION DESCRIPTION
 CY0366
 CY0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0366'IN COCHISE.
 CY0366'AT THE SOUTH CORNER OF AND IN THE SIDEWALK IN FRONT OF THE GENERAL
 CY0366'STORE, AT THE JUNCTION FORMED BY THE MAIN STREET AND THE OLD UNITED
 CY0366'STATES HIGHWAY 666, 43.0 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 CY0366'STREET, 42 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE OLD UNITED
 CY0366'STATED HIGHHWAY 666 LEADING SOUTHEAST, 12.5 FEET SOUTHWEST OF THE
 CY0366'SOUTHWEST SIDE OF THE ENTRANCE TO THE GENERAL STORE, 0.4 FOOT
 CY0366'SOUTHWEST OF THE GENERAL STORE, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CY0366'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0174 ***********************************************************************
 DB0174  DESIGNATION -  K 8
 DB0174  PID         -  DB0174
 DB0174  STATE/COUNTY-  AZ/YUMA
 DB0174  USGS QUAD   -  LIGURTA (1965)
 DB0174
 DB0174                         *CURRENT SURVEY CONTROL
 DB0174  ___________________________________________________________________
 DB0174* NAD 83(1986)-  32 40 29.     (N)    114 17 49.     (W)     SCALED    
 DB0174* NAVD 88     -        69.50   (+/-2cm)     228.0    (feet)  VERTCON   
 DB0174  ___________________________________________________________________
 DB0174  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0174  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0174
 DB0174.The horizontal coordinates were scaled from a topographic map and have
 DB0174.an estimated accuracy of +/- 6 seconds.
 DB0174
 DB0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0174.The vertical order pertains to the NGVD 29 superseded value.
 DB0174
 DB0174.The geoid height was determined by GEOID03.
 DB0174
 DB0174;                    North         East    Units  Estimated Accuracy
 DB0174;SPC AZ W     -   185,820.      162,060.      MT  (+/- 180 meters Scaled)
 DB0174
 DB0174                          SUPERSEDED SURVEY CONTROL
 DB0174
 DB0174  NGVD 29 (??/??/??)   68.853  (m)          225.90   (f) ADJUSTED    1 2
 DB0174
 DB0174.Superseded values are not recommended for survey control.
 DB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0174.See file dsdata.txt to determine how the superseded data were derived.
 DB0174
 DB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS534184(NAD 83)
 DB0174_MARKER: DB = BENCH MARK DISK
 DB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0174_STAMPING: 225.895 K 8 1927
 DB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0174+STABILITY: SURFACE MOTION
 DB0174
 DB0174  HISTORY     - Date     Condition        Report By
 DB0174  HISTORY     - 1927     MONUMENTED       CGS
 DB0174  HISTORY     - 1960     MARK NOT FOUND   NGS
 DB0174
 DB0174                          STATION DESCRIPTION
 DB0174
 DB0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0174'7 MI SE FROM DOME.
 DB0174'7.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0174'FROM THE STATION AT DOME, YUMA COUNTY, AT LIGURTA, 9 POLES
 DB0174'SOUTHEAST OF MILEPOST 760, 5 RAILS NORTHWEST OF BRIDGE 760.35,
 DB0174'71 YARDS NORTH OF THE CENTERLINE OF THE NORTH TRACK, 10 FEET
 DB0174'SOUTHEAST OF THE NORTHEAST CORNER OF A BOARD FENCE SURROUNDING
 DB0174'THE SECTION FOREMANS HOUSE, 3 FEET INSIDE THE RIGHT-OF-WAY FENCE,
 DB0174'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DB0174'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0184 ***********************************************************************
 CF0184  DESIGNATION -  K 80
 CF0184  PID         -  CF0184
 CF0184  STATE/COUNTY-  AZ/COCHISE
 CF0184  USGS QUAD   -  MC NEAL (1986)
 CF0184
 CF0184                         *CURRENT SURVEY CONTROL
 CF0184  ___________________________________________________________________
 CF0184* NAD 83(1986)-  31 30 22.     (N)    109 38 14.     (W)     SCALED    
 CF0184* NAVD 88     -      1258.87   (+/-2cm)    4130.1    (feet)  VERTCON   
 CF0184  ___________________________________________________________________
 CF0184  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0184
 CF0184.The horizontal coordinates were scaled from a topographic map and have
 CF0184.an estimated accuracy of +/- 6 seconds.
 CF0184
 CF0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0184.The vertical order pertains to the NGVD 29 superseded value.
 CF0184
 CF0184.The geoid height was determined by GEOID03.
 CF0184
 CF0184;                    North         East    Units  Estimated Accuracy
 CF0184;SPC AZ E     -    56,230.      263,650.      MT  (+/- 180 meters Scaled)
 CF0184
 CF0184                          SUPERSEDED SURVEY CONTROL
 CF0184
 CF0184  NGVD 29 (??/??/92) 1258.025  (m)         4127.37   (f) ADJ UNCH    2 0
 CF0184
 CF0184.Superseded values are not recommended for survey control.
 CF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0184.See file dsdata.txt to determine how the superseded data were derived.
 CF0184
 CF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV294864(NAD 83)
 CF0184_MARKER: DB = BENCH MARK DISK
 CF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0184_STAMPING: K 80 1934
 CF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0184+STABILITY: SURFACE MOTION
 CF0184
 CF0184  HISTORY     - Date     Condition        Report By
 CF0184  HISTORY     - 1934     MONUMENTED       CGS
 CF0184  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0184  HISTORY     - 1981     MARK NOT FOUND   USGS
 CF0184
 CF0184                          STATION DESCRIPTION
 CF0184
 CF0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0184'7.3 MI S FROM MCNEAL.
 CF0184'7.3 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM MCNEAL, COCHISE COUNTY, 38
 CF0184'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET WEST OF THE
 CF0184'CENTERLINE OF A DIM SIDE ROAD, AND 45 FEET WEST OF A ROW OF POLES.  A
 CF0184'STANDARD DISK, STAMPED K 80 1934 AND SET IN THE TOP OF A CONCRETE
 CF0184'POST.
 CF0184
 CF0184                          STATION RECOVERY (1980)
 CF0184
 CF0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0184'NOT RECOVERED, NEW HIGHWAY AND GRADING IN AREA.
 CF0184
 CF0184                          STATION RECOVERY (1981)
 CF0184
 CF0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0135 ***********************************************************************
 CF0135  DESIGNATION -  K 81
 CF0135  PID         -  CF0135
 CF0135  STATE/COUNTY-  AZ/COCHISE
 CF0135  USGS QUAD   -  PAUL SPUR (1957)
 CF0135
 CF0135                         *CURRENT SURVEY CONTROL
 CF0135  ___________________________________________________________________
 CF0135* NAD 83(1986)-  31 21 47.     (N)    109 41 21.     (W)     SCALED    
 CF0135* NAVD 88     -      1259.15   (+/-2cm)    4131.1    (feet)  VERTCON   
 CF0135  ___________________________________________________________________
 CF0135  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CF0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0135
 CF0135.The horizontal coordinates were scaled from a topographic map and have
 CF0135.an estimated accuracy of +/- 6 seconds.
 CF0135
 CF0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0135.The vertical order pertains to the NGVD 29 superseded value.
 CF0135
 CF0135.The geoid height was determined by GEOID03.
 CF0135
 CF0135;                    North         East    Units  Estimated Accuracy
 CF0135;SPC AZ E     -    40,350.      258,790.      MT  (+/- 180 meters Scaled)
 CF0135
 CF0135                          SUPERSEDED SURVEY CONTROL
 CF0135
 CF0135  NGVD 29 (??/??/92) 1258.337  (m)         4128.39   (f) ADJ UNCH    2 0
 CF0135
 CF0135.Superseded values are not recommended for survey control.
 CF0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0135.See file dsdata.txt to determine how the superseded data were derived.
 CF0135
 CF0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV246705(NAD 83)
 CF0135_MARKER: DB = BENCH MARK DISK
 CF0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0135_STAMPING: K 81 1934
 CF0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0135+STABILITY: SURFACE MOTION
 CF0135
 CF0135  HISTORY     - Date     Condition        Report By
 CF0135  HISTORY     - 1934     MONUMENTED       CGS
 CF0135  HISTORY     - 1958     GOOD             DOD
 CF0135
 CF0135                          STATION DESCRIPTION
 CF0135
 CF0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0135'8.4 MI W FROM DOUGLAS.
 CF0135'8.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0135'STATION AT DOUGLAS, COCHISE COUNTY, 2.0 MILES EAST OF THE FORREST
 CF0135'STATION, 37 FEET NORTH OF MILEPOST 1099, 68 FEET NORTH OF THE
 CF0135'CENTERLINE OF THE TRACK, 38 FEET SOUTH OF THE CENTERLINE OF U. S.
 CF0135'HIGHWAY 80, AND 3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED K
 CF0135'81 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM PROJECTS 0.4
 CF0135'FT. 57 PROJECTS 0.4 FT. 57 FT. SOUTH OF THE CENTER LINE OF HWY. AND IS
 CF0135'2.9 FT. 96 FT. NORTH OF CENTER LINE OF RAILROAD TRACK AND IS 2.1 FT.
 CF0135
 CF0135                          STATION RECOVERY (1958)
 CF0135
 CF0135'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CF0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0077 ***********************************************************************
 CF0077  DESIGNATION -  K 82
 CF0077  PID         -  CF0077
 CF0077  STATE/COUNTY-  AZ/COCHISE
 CF0077  USGS QUAD   -  APACHE (1987)
 CF0077
 CF0077                         *CURRENT SURVEY CONTROL
 CF0077  ___________________________________________________________________
 CF0077* NAD 83(1986)-  31 39 52.     (N)    109 09 00.     (W)     SCALED    
 CF0077* NAVD 88     -      1358.22   (+/-2cm)    4456.1    (feet)  VERTCON   
 CF0077  ___________________________________________________________________
 CF0077  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CF0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0077
 CF0077.The horizontal coordinates were scaled from a topographic map and have
 CF0077.an estimated accuracy of +/- 6 seconds.
 CF0077
 CF0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0077.The vertical order pertains to the NGVD 29 superseded value.
 CF0077
 CF0077.The geoid height was determined by GEOID03.
 CF0077
 CF0077;                    North         East    Units  Estimated Accuracy
 CF0077;SPC AZ E     -    74,110.      309,770.      MT  (+/- 180 meters Scaled)
 CF0077
 CF0077                          SUPERSEDED SURVEY CONTROL
 CF0077
 CF0077  NGVD 29 (??/??/92) 1357.355  (m)         4453.26   (f) ADJ UNCH    2 0
 CF0077
 CF0077.Superseded values are not recommended for survey control.
 CF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0077.See file dsdata.txt to determine how the superseded data were derived.
 CF0077
 CF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA753047(NAD 83)
 CF0077_MARKER: DB = BENCH MARK DISK
 CF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0077_STAMPING: K-82 1934
 CF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0077+STABILITY: SURFACE MOTION
 CF0077
 CF0077  HISTORY     - Date     Condition        Report By
 CF0077  HISTORY     - 1934     MONUMENTED       CGS
 CF0077  HISTORY     - 1935     GOOD             NGS
 CF0077
 CF0077                          STATION DESCRIPTION
 CF0077
 CF0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0077'2.1 MI SW FROM APACHE.
 CF0077'2.1 MI. S W. OF DEPOT ALONG THE S.P.R.R., 45 FT. SOUTHEAST OF MILE
 CF0077'POST 1145.  85 FT. SOUTHEAST OF THE CENTERLINE OF THE TRACK.  50 FT.
 CF0077'NORTH OF THE CENTERLINE OF US HWY 80.  1 1/2 FT NORTH OF THE FENCE
 CF0077'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0095 ***********************************************************************
 DA0095  DESIGNATION -  K 83
 DA0095  PID         -  DA0095
 DA0095  STATE/COUNTY-  AZ/PINAL
 DA0095  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0095
 DA0095                         *CURRENT SURVEY CONTROL
 DA0095  ___________________________________________________________________
 DA0095* NAD 83(1986)-  32 50 10.     (N)    112 11 33.     (W)     SCALED    
 DA0095* NAVD 88     -       567.09   (+/-2cm)    1860.5    (feet)  VERTCON   
 DA0095  ___________________________________________________________________
 DA0095  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0095
 DA0095.The horizontal coordinates were scaled from a topographic map and have
 DA0095.an estimated accuracy of +/- 6 seconds.
 DA0095
 DA0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0095.The vertical order pertains to the NGVD 29 superseded value.
 DA0095
 DA0095.The geoid height was determined by GEOID03.
 DA0095
 DA0095;                    North         East    Units  Estimated Accuracy
 DA0095;SPC AZ C     -   203,610.      187,540.      MT  (+/- 180 meters Scaled)
 DA0095
 DA0095                          SUPERSEDED SURVEY CONTROL
 DA0095
 DA0095  NGVD 29 (??/??/92)  566.428  (m)         1858.36   (f) ADJ UNCH    2 0
 DA0095
 DA0095.Superseded values are not recommended for survey control.
 DA0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0095.See file dsdata.txt to determine how the superseded data were derived.
 DA0095
 DA0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB883337(NAD 83)
 DA0095_MARKER: DB = BENCH MARK DISK
 DA0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0095_STAMPING: K 83 1935
 DA0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0095+STABILITY: SURFACE MOTION
 DA0095
 DA0095  HISTORY     - Date     Condition        Report By
 DA0095  HISTORY     - 1935     MONUMENTED       CGS
 DA0095  HISTORY     - 1960     GOOD             NGS
 DA0095
 DA0095                          STATION DESCRIPTION
 DA0095
 DA0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0095'13.9 MI W FROM STANFIELD.
 DA0095'13.9 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0095'STANFIELD, PINAL COUNTY, AT THE POINT WHERE THE HIGHWAY PASSES THROUGH
 DA0095'A WIDE CANYON AND SLOPES TO THE WEST, 100 FEET NORTHWEST OF THE NORTH
 DA0095'END OF AN IRON PIPE CULVERT, 112 FEET NORTH OF THE CENTERLINE OF THE
 DA0095'WESTBOUND TRAFFIC LANE OF THE HIGHWAY AND 2.5 FEET LOWER THAN THE
 DA0095'HIGHWAY.  A STANDARD DISK STAMPED K 83 1935 AND SET IN THE TOP OF A
 DA0095'CONCRETE POST PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1247 ***********************************************************************
 CZ1247  DESIGNATION -  K 84
 CZ1247  PID         -  CZ1247
 CZ1247  STATE/COUNTY-  AZ/PINAL
 CZ1247  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1247
 CZ1247                         *CURRENT SURVEY CONTROL
 CZ1247  ___________________________________________________________________
 CZ1247* NAD 83(1986)-  32 41 20.     (N)    111 50 34.     (W)     SCALED    
 CZ1247* NAVD 88     -       449.61   (+/-2cm)    1475.1    (feet)  VERTCON   
 CZ1247  ___________________________________________________________________
 CZ1247  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ1247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1247
 CZ1247.The horizontal coordinates were scaled from a topographic map and have
 CZ1247.an estimated accuracy of +/- 6 seconds.
 CZ1247
 CZ1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1247.The vertical order pertains to the NGVD 29 superseded value.
 CZ1247
 CZ1247.The geoid height was determined by GEOID03.
 CZ1247
 CZ1247;                    North         East    Units  Estimated Accuracy
 CZ1247;SPC AZ C     -   187,260.      220,290.      MT  (+/- 180 meters Scaled)
 CZ1247
 CZ1247                          SUPERSEDED SURVEY CONTROL
 CZ1247
 CZ1247  NGVD 29 (??/??/92)  449.017  (m)         1473.15   (f) ADJ UNCH    2 0
 CZ1247
 CZ1247.Superseded values are not recommended for survey control.
 CZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1247.See file dsdata.txt to determine how the superseded data were derived.
 CZ1247
 CZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB209171(NAD 83)
 CZ1247_MARKER: DB = BENCH MARK DISK
 CZ1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1247_STAMPING: K 84 1935
 CZ1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1247+STABILITY: SURFACE MOTION
 CZ1247
 CZ1247  HISTORY     - Date     Condition        Report By
 CZ1247  HISTORY     - 1935     MONUMENTED       CGS
 CZ1247  HISTORY     - 1966     GOOD             NGS
 CZ1247
 CZ1247                          STATION DESCRIPTION
 CZ1247
 CZ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1247'5.8 MI SW FROM CHUI CHUISCHU.
 CZ1247'5.8 MILES SOUTHWEST ALONG THE WINDING CASA GRANDE-CODVERED WELLS ROAD
 CZ1247'FROM THE CHURCH AT CHUI CHUISCHU (CHUICHU), PINAL COUNTY, 6.9 MILES
 CZ1247'NORTHEAST OF JACKRABBIT, IN THE FOOT HILLS, 100 YARDS WEST OF A SHARP
 CZ1247'ROAD CURVE TO THE WEST, 100 FEET WEST OF A WASH WHICH CROSSES THE ROAD
 CZ1247'AND 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD. A STANDARD DISK,
 CZ1247'STAMPED K 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CZ1247
 CZ1247                          STATION RECOVERY (1966)
 CZ1247
 CZ1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1220 ***********************************************************************
 CZ1220  DESIGNATION -  K 85
 CZ1220  PID         -  CZ1220
 CZ1220  STATE/COUNTY-  AZ/PINAL
 CZ1220  USGS QUAD   -  VAIVA VO (1993)
 CZ1220
 CZ1220                         *CURRENT SURVEY CONTROL
 CZ1220  ___________________________________________________________________
 CZ1220* NAD 83(1986)-  32 44 48.     (N)    111 54 08.     (W)     SCALED    
 CZ1220* NAVD 88     -       425.15   (+/-2cm)    1394.8    (feet)  VERTCON   
 CZ1220  ___________________________________________________________________
 CZ1220  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 CZ1220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1220
 CZ1220.The horizontal coordinates were scaled from a topographic map and have
 CZ1220.an estimated accuracy of +/- 6 seconds.
 CZ1220
 CZ1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1220.The vertical order pertains to the NGVD 29 superseded value.
 CZ1220
 CZ1220.The geoid height was determined by GEOID03.
 CZ1220
 CZ1220;                    North         East    Units  Estimated Accuracy
 CZ1220;SPC AZ C     -   193,660.      214,710.      MT  (+/- 180 meters Scaled)
 CZ1220
 CZ1220                          SUPERSEDED SURVEY CONTROL
 CZ1220
 CZ1220  NGVD 29 (??/??/92)  424.547  (m)         1392.87   (f) ADJ UNCH    2 0
 CZ1220
 CZ1220.Superseded values are not recommended for survey control.
 CZ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1220.See file dsdata.txt to determine how the superseded data were derived.
 CZ1220
 CZ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB154235(NAD 83)
 CZ1220_MARKER: DB = BENCH MARK DISK
 CZ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1220_STAMPING: K 85 1935
 CZ1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1220+STABILITY: SURFACE MOTION
 CZ1220
 CZ1220  HISTORY     - Date     Condition        Report By
 CZ1220  HISTORY     - 1935     MONUMENTED       CGS
 CZ1220  HISTORY     - 1952     GOOD             NGS
 CZ1220
 CZ1220                          STATION DESCRIPTION
 CZ1220
 CZ1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1220'3.0 MI N FROM COCKLEBUR.
 CZ1220'3.0 MILES NORTH ALONG A TRACK ROAD FROM THE WATER WELL AT COCKLEBUR,
 CZ1220'ABOUT 50 YARDS EAST OF THE EDGE OF A LARGE CLEARING, 150 FEET WEST OF
 CZ1220'A POINT WHERE THE ROAD CROSSES A DEEP WASH, 63 1/2 FEET NORTHWEST OF
 CZ1220'THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST OF A WITNESS POST, AND
 CZ1220'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CZ1220'GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1149 ***********************************************************************
 CZ1149  DESIGNATION -  K 88
 CZ1149  PID         -  CZ1149
 CZ1149  STATE/COUNTY-  AZ/PINAL
 CZ1149  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1149
 CZ1149                         *CURRENT SURVEY CONTROL
 CZ1149  ___________________________________________________________________
 CZ1149* NAD 83(1986)-  32 43 32.     (N)    111 52 11.     (W)     SCALED    
 CZ1149* NAVD 88     -       428.19   (+/-2cm)    1404.8    (feet)  VERTCON   
 CZ1149  ___________________________________________________________________
 CZ1149  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1149
 CZ1149.The horizontal coordinates were scaled from a topographic map and have
 CZ1149.an estimated accuracy of +/- 6 seconds.
 CZ1149
 CZ1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1149.The vertical order pertains to the NGVD 29 superseded value.
 CZ1149
 CZ1149.The geoid height was determined by GEOID03.
 CZ1149
 CZ1149;                    North         East    Units  Estimated Accuracy
 CZ1149;SPC AZ C     -   191,320.      217,760.      MT  (+/- 180 meters Scaled)
 CZ1149
 CZ1149                          SUPERSEDED SURVEY CONTROL
 CZ1149
 CZ1149  NGVD 29 (??/??/92)  427.586  (m)         1402.84   (f) ADJ UNCH    2 0
 CZ1149
 CZ1149.Superseded values are not recommended for survey control.
 CZ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1149.See file dsdata.txt to determine how the superseded data were derived.
 CZ1149
 CZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB185211(NAD 83)
 CZ1149_MARKER: DB = BENCH MARK DISK
 CZ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1149_STAMPING: K 88 1935
 CZ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1149+STABILITY: SURFACE MOTION
 CZ1149
 CZ1149  HISTORY     - Date     Condition        Report By
 CZ1149  HISTORY     - 1935     MONUMENTED       CGS
 CZ1149  HISTORY     - 1952     GOOD             NGS
 CZ1149  HISTORY     - 1966     GOOD             NGS
 CZ1149
 CZ1149                          STATION DESCRIPTION
 CZ1149
 CZ1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1149'4 MI E FROM COCKLEBUR.
 CZ1149'2.7 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR,
 CZ1149'THENCE 1.3 MILES EAST ALONG A TRACK ROAD, 0.3 MILE SOUTHWEST OF THE
 CZ1149'NORTH END OF THE SOUTH ONE OF SEVERAL LEVEES, 0.1 MILE EAST OF THE Y
 CZ1149'JUNCTION OF A PORTION OF A NEW TRACK ROAD, 49 FEET SOUTH OF THE CENTER
 CZ1149'LINE OF THE OLD LINE OF THE NEW TRACK ROAD, 49 FEET SOUTH OF THE
 CZ1149'CENTER LINE OF THE OLD TRACK ROAD, 1.8 FEET NORTH OF A WITNESS POST,
 CZ1149'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ1149'GROUND, AND LEVEL WITH THE ROAD.
 CZ1149
 CZ1149                          STATION RECOVERY (1966)
 CZ1149
 CZ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1150 ***********************************************************************
 CZ1150  DESIGNATION -  K 88 RM
 CZ1150  PID         -  CZ1150
 CZ1150  STATE/COUNTY-  AZ/PINAL
 CZ1150  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1150
 CZ1150                         *CURRENT SURVEY CONTROL
 CZ1150  ___________________________________________________________________
 CZ1150* NAD 83(1986)-  32 43 32.     (N)    111 52 11.     (W)     SCALED    
 CZ1150* NAVD 88     -       428.07   (+/-2cm)    1404.4    (feet)  VERTCON   
 CZ1150  ___________________________________________________________________
 CZ1150  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1150
 CZ1150.The horizontal coordinates were scaled from a topographic map and have
 CZ1150.an estimated accuracy of +/- 6 seconds.
 CZ1150
 CZ1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1150.The vertical order pertains to the NGVD 29 superseded value.
 CZ1150
 CZ1150.The geoid height was determined by GEOID03.
 CZ1150
 CZ1150;                    North         East    Units  Estimated Accuracy
 CZ1150;SPC AZ C     -   191,320.      217,760.      MT  (+/- 180 meters Scaled)
 CZ1150
 CZ1150                          SUPERSEDED SURVEY CONTROL
 CZ1150
 CZ1150  NGVD 29 (??/??/92)  427.470  (m)         1402.46   (f) ADJ UNCH    2 0
 CZ1150
 CZ1150.Superseded values are not recommended for survey control.
 CZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1150.See file dsdata.txt to determine how the superseded data were derived.
 CZ1150
 CZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB185211(NAD 83)
 CZ1150_MARKER: B = BOLT
 CZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1150+STABILITY: SURFACE MOTION
 CZ1150
 CZ1150  HISTORY     - Date     Condition        Report By
 CZ1150  HISTORY     - UNK      MONUMENTED       USGS
 CZ1150  HISTORY     - 1952     GOOD             NGS
 CZ1150
 CZ1150                          STATION DESCRIPTION
 CZ1150
 CZ1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1150'3.9 MI E FROM COCKLEBUR.
 CZ1150'2.7 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR,
 CZ1150'THENCE 1.2 MILES EAST ALONG A TRACK ROAD, AT THE Y JUNCTION OF A
 CZ1150'PORTION OF A NEW TRACK ROAD, 430 FEET WEST OF B.M. K 88, 120 FEET
 CZ1150'SOUTH OF THE APPROXIMATE CENTER OF THE JUCNTION, AND AN IRON BOLT SET
 CZ1150'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND,
 CZ1150'AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0347 ***********************************************************************
 DV0347  DESIGNATION -  K 89
 DV0347  PID         -  DV0347
 DV0347  STATE/COUNTY-  AZ/MARICOPA
 DV0347  USGS QUAD   -  MOBILE (1978)
 DV0347
 DV0347                         *CURRENT SURVEY CONTROL
 DV0347  ___________________________________________________________________
 DV0347* NAD 83(1986)-  33 02 56.     (N)    112 16 39.     (W)     SCALED    
 DV0347* NAVD 88     -       408.294  (meters)    1339.54   (feet)  ADJUSTED  
 DV0347  ___________________________________________________________________
 DV0347  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DV0347  DYNAMIC HT  -         407.800 (meters)    1337.92  (feet)  COMP
 DV0347  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 DV0347
 DV0347  VERT ORDER  -  FIRST     CLASS II
 DV0347
 DV0347.The horizontal coordinates were scaled from a topographic map and have
 DV0347.an estimated accuracy of +/- 6 seconds.
 DV0347
 DV0347.The orthometric height was determined by differential leveling
 DV0347.and adjusted in June 1991.
 DV0347
 DV0347.The geoid height was determined by GEOID03.
 DV0347
 DV0347.The dynamic height is computed by dividing the NAVD 88
 DV0347.geopotential number by the normal gravity value computed on the
 DV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0347.degrees latitude (g = 980.6199 gals.).
 DV0347
 DV0347.The modeled gravity was interpolated from observed gravity values.
 DV0347
 DV0347;                    North         East    Units  Estimated Accuracy
 DV0347;SPC AZ C     -   227,230.      179,660.      MT  (+/- 180 meters Scaled)
 DV0347
 DV0347                          SUPERSEDED SURVEY CONTROL
 DV0347
 DV0347  NGVD 29 (??/??/92)  407.676  (m)         1337.52   (f) ADJ UNCH    1 2
 DV0347
 DV0347.Superseded values are not recommended for survey control.
 DV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0347.See file dsdata.txt to determine how the superseded data were derived.
 DV0347
 DV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB807574(NAD 83)
 DV0347_MARKER: DB = BENCH MARK DISK
 DV0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0347_STAMPING: K 89 1935
 DV0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0347+STABILITY: SURFACE MOTION
 DV0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0347+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0347
 DV0347  HISTORY     - Date     Condition        Report By
 DV0347  HISTORY     - 1935     MONUMENTED       CGS
 DV0347  HISTORY     - 1948     GOOD             NGS
 DV0347  HISTORY     - 1974     GOOD             USGS
 DV0347  HISTORY     - 1980     GOOD             NGS
 DV0347  HISTORY     - 1980     GOOD             NGS
 DV0347  HISTORY     - 20070321 GOOD             GEOCAC
 DV0347
 DV0347                          STATION DESCRIPTION
 DV0347
 DV0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DV0347'0.6 MI S FROM MOBILE.
 DV0347'IN A LARGE DRAW WITH SHALL WASHES RUNNING DOWN IT, ABOUT 1/4 MI. WEST
 DV0347'OF AN OLD HOMESTEAD SHACK., AND 16 FEET EAST OF THE CENTERLINE OF THE
 DV0347'ROAD.
 DV0347
 DV0347                          STATION RECOVERY (1948)
 DV0347
 DV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0347'RECOVERED IN GOOD CONDITION.
 DV0347
 DV0347                          STATION RECOVERY (1974)
 DV0347
 DV0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DV0347'0.6 MI. SW FROM MOBILE, 1.2 MI. NNE FROM MOBILE WELL, 0.3 MI. SOUTH
 DV0347'FROM RR, 0.5 MI. NW FROM SE CORNER OF SECTION 29 T4S R1E, ABOUT 175
 DV0347'FEET WEST FROM DIRT ROAD. A STANDARD DISK.
 DV0347
 DV0347                          STATION RECOVERY (1980)
 DV0347
 DV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0347'RECOVERED IN GOOD CONDITION.
 DV0347
 DV0347                          STATION RECOVERY (1980)
 DV0347
 DV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0347'RECOVERED IN GOOD CONDITION.
 DV0347
 DV0347                          STATION RECOVERY (2007)
 DV0347
 DV0347'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1039 ***********************************************************************
 DA1039  DESIGNATION -  K 9
 DA1039  PID         -  DA1039
 DA1039  STATE/COUNTY-  AZ/YUMA
 DA1039  USGS QUAD   -  HORN (1965)
 DA1039
 DA1039                         *CURRENT SURVEY CONTROL
 DA1039  ___________________________________________________________________
 DA1039* NAD 83(1986)-  32 55 15.     (N)    113 33 32.     (W)     SCALED    
 DA1039* NAVD 88     -       134.56   (+/-2cm)     441.5    (feet)  VERTCON   
 DA1039  ___________________________________________________________________
 DA1039  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DA1039  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1039
 DA1039.The horizontal coordinates were scaled from a topographic map and have
 DA1039.an estimated accuracy of +/- 6 seconds.
 DA1039
 DA1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1039.The vertical order pertains to the NGVD 29 superseded value.
 DA1039
 DA1039.The geoid height was determined by GEOID03.
 DA1039
 DA1039;                    North         East    Units  Estimated Accuracy
 DA1039;SPC AZ W     -   213,000.      231,240.      MT  (+/- 180 meters Scaled)
 DA1039
 DA1039                          SUPERSEDED SURVEY CONTROL
 DA1039
 DA1039  NGVD 29 (??/??/92)  133.969  (m)          439.53   (f) ADJ UNCH    1 2
 DA1039
 DA1039.Superseded values are not recommended for survey control.
 DA1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1039.See file dsdata.txt to determine how the superseded data were derived.
 DA1039
 DA1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB607454(NAD 83)
 DA1039_MARKER: DB = BENCH MARK DISK
 DA1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1039_STAMPING: 439 439.530 K 9 1927
 DA1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1039+STABILITY: SURFACE MOTION
 DA1039
 DA1039  HISTORY     - Date     Condition        Report By
 DA1039  HISTORY     - 1927     MONUMENTED       CGS
 DA1039  HISTORY     - 1935     GOOD             NGS
 DA1039
 DA1039                          STATION DESCRIPTION
 DA1039
 DA1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1039'13.6 MI SW FROM HYDER.
 DA1039'13.6 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1039'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 7 POLES
 DA1039'SOUTHWEST OF MILEPOST 809, 8 FEET SOUTHEAST OF THE FOURTH POLE
 DA1039'SOUTHWEST OF CULVERT 808.87, 5 RAILS NORTHEAST OF CULVERT 808.72, 50
 DA1039'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE
 DA1039'RIGHT-OF-WAY FENCE, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 DA1039'DISK, STAMPED 439 439.530 K 9 1927 AND SET IN THE TOP OF A CONCRETE
 DA1039'POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0296 ***********************************************************************
 DA0296  DESIGNATION -  K 90
 DA0296  PID         -  DA0296
 DA0296  STATE/COUNTY-  AZ/PIMA
 DA0296  USGS QUAD   -  VENTANA (1990)
 DA0296
 DA0296                         *CURRENT SURVEY CONTROL
 DA0296  ___________________________________________________________________
 DA0296* NAD 83(1986)-  32 29 39.     (N)    112 14 15.     (W)     SCALED    
 DA0296* NAVD 88     -       672.27   (+/-2cm)    2205.6    (feet)  VERTCON   
 DA0296  ___________________________________________________________________
 DA0296  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0296
 DA0296.The horizontal coordinates were scaled from a topographic map and have
 DA0296.an estimated accuracy of +/- 6 seconds.
 DA0296
 DA0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0296.The vertical order pertains to the NGVD 29 superseded value.
 DA0296
 DA0296.The geoid height was determined by GEOID03.
 DA0296
 DA0296;                    North         East    Units  Estimated Accuracy
 DA0296;SPC AZ C     -   165,710.      183,210.      MT  (+/- 180 meters Scaled)
 DA0296
 DA0296                          SUPERSEDED SURVEY CONTROL
 DA0296
 DA0296  NGVD 29 (??/??/92)  671.587  (m)         2203.36   (f) ADJ UNCH    2 0
 DA0296
 DA0296.Superseded values are not recommended for survey control.
 DA0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0296.See file dsdata.txt to determine how the superseded data were derived.
 DA0296
 DA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA837958(NAD 83)
 DA0296_MARKER: DB = BENCH MARK DISK
 DA0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0296_STAMPING: K 90 1935
 DA0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0296+STABILITY: SURFACE MOTION
 DA0296
 DA0296  HISTORY     - Date     Condition        Report By
 DA0296  HISTORY     - 1935     MONUMENTED       CGS
 DA0296  HISTORY     - 1952     GOOD             NGS
 DA0296
 DA0296                          STATION DESCRIPTION
 DA0296
 DA0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0296'1.9 MI N FROM VENTANA.
 DA0296'1.9 MILES NORTH ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0296'ABOUT 3/4 MILE SOUTHWEST OF A MOUNTAIN, ABOUT MIDWAY BETWEEN TWO
 DA0296'RIDGES, ON THE WEST SLOPE OF A HILLSIDE COVERED WITH GREASE WOOD AND
 DA0296'PALO VERDE TREES, 11 FEET EAST OF THE CENTER LINE OF AND ABOUT 1 FOOT
 DA0296'HIGHER THAN THE ROAD, 1.4 FOOT WEST OF A WITNESS POST, AND SET IN THE
 DA0296'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0302 ***********************************************************************
 DA0302  DESIGNATION -  K 91
 DA0302  PID         -  DA0302
 DA0302  STATE/COUNTY-  AZ/PIMA
 DA0302  USGS QUAD   -  VENTANA (1990)
 DA0302
 DA0302                         *CURRENT SURVEY CONTROL
 DA0302  ___________________________________________________________________
 DA0302* NAD 83(1986)-  32 27 50.     (N)    112 11 12.     (W)     SCALED    
 DA0302* NAVD 88     -       706.55   (+/-2cm)    2318.1    (feet)  VERTCON   
 DA0302  ___________________________________________________________________
 DA0302  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0302
 DA0302.The horizontal coordinates were scaled from a topographic map and have
 DA0302.an estimated accuracy of +/- 6 seconds.
 DA0302
 DA0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0302.The vertical order pertains to the NGVD 29 superseded value.
 DA0302
 DA0302.The geoid height was determined by GEOID03.
 DA0302
 DA0302;                    North         East    Units  Estimated Accuracy
 DA0302;SPC AZ C     -   162,340.      187,980.      MT  (+/- 180 meters Scaled)
 DA0302
 DA0302                          SUPERSEDED SURVEY CONTROL
 DA0302
 DA0302  NGVD 29 (??/??/92)  705.859  (m)         2315.81   (f) ADJ UNCH    2 0
 DA0302
 DA0302.Superseded values are not recommended for survey control.
 DA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0302.See file dsdata.txt to determine how the superseded data were derived.
 DA0302
 DA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA884924(NAD 83)
 DA0302_MARKER: DB = BENCH MARK DISK
 DA0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0302_STAMPING: K 91 1935
 DA0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0302+STABILITY: SURFACE MOTION
 DA0302
 DA0302  HISTORY     - Date     Condition        Report By
 DA0302  HISTORY     - 1935     MONUMENTED       CGS
 DA0302  HISTORY     - 1952     GOOD             NGS
 DA0302
 DA0302                          STATION DESCRIPTION
 DA0302
 DA0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0302'14.9 MI SW FROM QUAJOTE.
 DA0302'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0302'VILLAGE OF QUAJOTE, THENCE 12.3 MILES SOUTHWEST ALONG A GRADED ROAD ON
 DA0302'THE NORTHWEST SLOPE OF A GRADE ABOUT 0.3 MILE SOUTHWEST OF 2 ABANDONED
 DA0302'SHACKS, ABOUT 125 YARDS SOUTH OF THE CROSSING AT A LARGE WOODEN GATE,
 DA0302'ABOUT 62 FEET SOUTHWEST OF A POINT WHERE THE ROAD CROSSES A LARGE
 DA0302'WASH, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 DA0302'SOUTHWEST OF A TWIN GIANT CACTUS, 1.3 FEET WEST OF A WITNESS POST, AND
 DA0302'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0302'GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0615 ***********************************************************************
 DA0615  DESIGNATION -  K 92
 DA0615  PID         -  DA0615
 DA0615  STATE/COUNTY-  AZ/MARICOPA
 DA0615  USGS QUAD   -  BOSQUE (1973)
 DA0615
 DA0615                         *CURRENT SURVEY CONTROL
 DA0615  ___________________________________________________________________
 DA0615* NAD 83(1986)-  32 57 49.     (N)    112 36 54.     (W)     SCALED    
 DA0615* NAVD 88     -       287.368  (meters)     942.81   (feet)  ADJUSTED  
 DA0615  ___________________________________________________________________
 DA0615  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DA0615  DYNAMIC HT  -         287.025 (meters)     941.68  (feet)  COMP
 DA0615  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 DA0615
 DA0615  VERT ORDER  -  FIRST     CLASS II
 DA0615
 DA0615.The horizontal coordinates were scaled from a topographic map and have
 DA0615.an estimated accuracy of +/- 6 seconds.
 DA0615
 DA0615.The orthometric height was determined by differential leveling
 DA0615.and adjusted in June 1991.
 DA0615
 DA0615.The geoid height was determined by GEOID03.
 DA0615
 DA0615.The dynamic height is computed by dividing the NAVD 88
 DA0615.geopotential number by the normal gravity value computed on the
 DA0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0615.degrees latitude (g = 980.6199 gals.).
 DA0615
 DA0615.The modeled gravity was interpolated from observed gravity values.
 DA0615
 DA0615;                    North         East    Units  Estimated Accuracy
 DA0615;SPC AZ C     -   217,930.      148,080.      MT  (+/- 180 meters Scaled)
 DA0615
 DA0615                          SUPERSEDED SURVEY CONTROL
 DA0615
 DA0615  NGVD 29 (??/??/92)  286.740  (m)          940.75   (f) ADJ UNCH    1 2
 DA0615
 DA0615.Superseded values are not recommended for survey control.
 DA0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0615.See file dsdata.txt to determine how the superseded data were derived.
 DA0615
 DA0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB490484(NAD 83)
 DA0615_MARKER: DB = BENCH MARK DISK
 DA0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0615_SP_SET: ABUTMENT
 DA0615_STAMPING: K 92 1935
 DA0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0615+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0615
 DA0615  HISTORY     - Date     Condition        Report By
 DA0615  HISTORY     - 1935     MONUMENTED       CGS
 DA0615  HISTORY     - 1967     GOOD             NGS
 DA0615  HISTORY     - 1980     GOOD             NGS
 DA0615  HISTORY     - 1980     GOOD             NGS
 DA0615  HISTORY     - 19941202 GOOD             USPSQD
 DA0615  HISTORY     - 20070603 GOOD             GEOCAC
 DA0615
 DA0615                          STATION DESCRIPTION
 DA0615
 DA0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0615'6.0 MI E FROM GILA BEND.
 DA0615'6.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0615'GILA BEND, IN S 25, T 5 S, R 4 W, 7 POLES WEST OF MILEPOST 862, 7 FEET
 DA0615'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF THE
 DA0615'SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE 861.75.
 DA0615
 DA0615                          STATION RECOVERY (1980)
 DA0615
 DA0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0615'RECOVERED IN GOOD CONDITION.
 DA0615
 DA0615                          STATION RECOVERY (1980)
 DA0615
 DA0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0615'RECOVERED IN GOOD CONDITION.
 DA0615
 DA0615                          STATION RECOVERY (1994)
 DA0615
 DA0615'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0615'RECOVERED IN GOOD CONDITION.
 DA0615
 DA0615                          STATION RECOVERY (2007)
 DA0615
 DA0615'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0880 ***********************************************************************
 CZ0880  DESIGNATION -  K 93
 CZ0880  PID         -  CZ0880
 CZ0880  STATE/COUNTY-  AZ/PIMA
 CZ0880  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0880
 CZ0880                         *CURRENT SURVEY CONTROL
 CZ0880  ___________________________________________________________________
 CZ0880* NAD 83(1986)-  32 27 45.     (N)    111 48 23.     (W)     SCALED    
 CZ0880* NAVD 88     -       517.31   (+/-2cm)    1697.2    (feet)  VERTCON   
 CZ0880  ___________________________________________________________________
 CZ0880  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0880
 CZ0880.The horizontal coordinates were scaled from a topographic map and have
 CZ0880.an estimated accuracy of +/- 6 seconds.
 CZ0880
 CZ0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0880.The vertical order pertains to the NGVD 29 superseded value.
 CZ0880
 CZ0880.The geoid height was determined by GEOID03.
 CZ0880
 CZ0880;                    North         East    Units  Estimated Accuracy
 CZ0880;SPC AZ C     -   162,150.      223,730.      MT  (+/- 180 meters Scaled)
 CZ0880
 CZ0880                          SUPERSEDED SURVEY CONTROL
 CZ0880
 CZ0880  NGVD 29 (??/??/92)  516.739  (m)         1695.33   (f) ADJ UNCH    2 0
 CZ0880
 CZ0880.Superseded values are not recommended for survey control.
 CZ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0880.See file dsdata.txt to determine how the superseded data were derived.
 CZ0880
 CZ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA242919(NAD 83)
 CZ0880_MARKER: DB = BENCH MARK DISK
 CZ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0880_STAMPING: K 93 1935
 CZ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0880+STABILITY: SURFACE MOTION
 CZ0880
 CZ0880  HISTORY     - Date     Condition        Report By
 CZ0880  HISTORY     - 1935     MONUMENTED       CGS
 CZ0880  HISTORY     - 1952     GOOD             NGS
 CZ0880
 CZ0880                          STATION DESCRIPTION
 CZ0880
 CZ0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0880'13.2 MI SE FROM KOMELIH.
 CZ0880'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0880'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 2.15 MILES SOUTH
 CZ0880'ALONG A DIM TRACK ROAD, 1.1 MILES SOUTHEAST OF B.M.J. 318, 0.15 MILE
 CZ0880'NORTH OF A MESQUITE AND IRON WOOD THICKET, ABOUT 60 YARDS NORTH OF AN
 CZ0880'IRON WOOD TREE, ON A MESQUITE COVERED FLAT, 18 FEET WEST OF THE CENTER
 CZ0880'LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.0 FEET NORTH OF A WITNESS
 CZ0880'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0880'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0591 ***********************************************************************
 CZ0591  DESIGNATION -  K 94
 CZ0591  PID         -  CZ0591
 CZ0591  STATE/COUNTY-  AZ/PIMA
 CZ0591  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0591
 CZ0591                         *CURRENT SURVEY CONTROL
 CZ0591  ___________________________________________________________________
 CZ0591* NAD 83(1986)-  32 26 49.     (N)    111 22 44.     (W)     SCALED    
 CZ0591* NAVD 88     -       611.61   (+/-2cm)    2006.6    (feet)  VERTCON   
 CZ0591  ___________________________________________________________________
 CZ0591  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0591
 CZ0591.The horizontal coordinates were scaled from a topographic map and have
 CZ0591.an estimated accuracy of +/- 6 seconds.
 CZ0591
 CZ0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0591.The vertical order pertains to the NGVD 29 superseded value.
 CZ0591
 CZ0591.The geoid height was determined by GEOID03.
 CZ0591
 CZ0591;                    North         East    Units  Estimated Accuracy
 CZ0591;SPC AZ C     -   160,550.      263,920.      MT  (+/- 180 meters Scaled)
 CZ0591
 CZ0591                          SUPERSEDED SURVEY CONTROL
 CZ0591
 CZ0591  NGVD 29 (??/??/92)  611.082  (m)         2004.86   (f) ADJ UNCH    2 0
 CZ0591
 CZ0591.Superseded values are not recommended for survey control.
 CZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0591.See file dsdata.txt to determine how the superseded data were derived.
 CZ0591
 CZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA643900(NAD 83)
 CZ0591_MARKER: DB = BENCH MARK DISK
 CZ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0591_STAMPING: K 94 1935
 CZ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0591+STABILITY: SURFACE MOTION
 CZ0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0591+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2009
 CZ0591
 CZ0591  HISTORY     - Date     Condition        Report By
 CZ0591  HISTORY     - 1935     MONUMENTED       CGS
 CZ0591  HISTORY     - 1951     GOOD             NGS
 CZ0591  HISTORY     - 20090222 GOOD             GEOCAC
 CZ0591
 CZ0591                          STATION DESCRIPTION
 CZ0591
 CZ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0591'16.7 MI SW FROM RILLITO.
 CZ0591'0.2 MILE SOUTHEAST ALONG STATE RAILROAD STATION AT RILLITO, THENCE 1.3
 CZ0591'MILES SOUTH ALONG A PRIVATE ROAD WHICH LEADS THRU THE ARIZONA PORTLAND
 CZ0591'CEMENT PLANT, THENCE 15.2 MILES WEST ACROSS MARANA NO. 2 AIRPORT ALONG
 CZ0591'SILVER BELL ROAD, 30 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3
 CZ0591'FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 CZ0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CZ0591'GROUND.
 CZ0591
 CZ0591                          STATION RECOVERY (2009)
 CZ0591
 CZ0591'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 CZ0591'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED
 CZ0591'COORDINATES OF N 32 26 49.1 W 111 22 44.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0611 ***********************************************************************
 FR0611  DESIGNATION -  K 95
 FR0611  PID         -  FR0611
 FR0611  STATE/COUNTY-  AZ/MOHAVE
 FR0611  USGS QUAD   -  HORSE FLAT (1968)
 FR0611
 FR0611                         *CURRENT SURVEY CONTROL
 FR0611  ___________________________________________________________________
 FR0611* NAD 83(1986)-  35 50 12.     (N)    113 51 58.     (W)     SCALED    
 FR0611* NAVD 88     -      1574.610  (meters)    5166.03   (feet)  POSTED    
 FR0611  ___________________________________________________________________
 FR0611  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FR0611  DYNAMIC HT  -        1572.710 (meters)    5159.80  (feet)  COMP
 FR0611  MODELED GRAV-     979,367.2   (mgal)                       NAVD 88
 FR0611
 FR0611  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0611
 FR0611.The horizontal coordinates were scaled from a topographic map and have
 FR0611.an estimated accuracy of +/- 6 seconds.
 FR0611
 FR0611.The orthometric height was determined by differential leveling
 FR0611.and adjusted by the  in 1992.
 FR0611.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0611.rate of 0.0 thru 1.0 mm/km.
 FR0611
 FR0611.The geoid height was determined by GEOID03.
 FR0611
 FR0611.The dynamic height is computed by dividing the NAVD 88
 FR0611.geopotential number by the normal gravity value computed on the
 FR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0611.degrees latitude (g = 980.6199 gals.).
 FR0611
 FR0611.The modeled gravity was interpolated from observed gravity values.
 FR0611
 FR0611;                    North         East    Units  Estimated Accuracy
 FR0611;SPC AZ W     -   536,420.      202,870.      MT  (+/- 180 meters Scaled)
 FR0611
 FR0611                          SUPERSEDED SURVEY CONTROL
 FR0611
 FR0611  NGVD 29 (??/??/92) 1573.766  (m)         5163.26   (f) ADJ UNCH    2 0
 FR0611
 FR0611.Superseded values are not recommended for survey control.
 FR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0611.See file dsdata.txt to determine how the superseded data were derived.
 FR0611
 FR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE411696(NAD 83)
 FR0611_MARKER: DB = BENCH MARK DISK
 FR0611_SETTING: 66 = SET IN ROCK OUTCROP
 FR0611_SP_SET: LIMESTONE OUTCROP
 FR0611_STAMPING: K 95 1935
 FR0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0611+STABILITY: POSITION/ELEVATION WELL
 FR0611
 FR0611  HISTORY     - Date     Condition        Report By
 FR0611  HISTORY     - 1935     MONUMENTED       CGS
 FR0611  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0611
 FR0611                          STATION DESCRIPTION
 FR0611
 FR0611'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0611'45.7 MI NW FROM PEACH SPRINGS.
 FR0611'45.7 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0611'ABOUT 0.3 MILE SOUTHEAST OF A SUMMIT, 21 FEET EAST OF THE CENTER LINE
 FR0611'OF THE ROAD, 6 FEET EAST OF THE CENTER LINE OF A SMALL WASH, AND IN
 FR0611'THE TOP OF THE WEST EDGE OF A GREY LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0392 ***********************************************************************
 FR0392  DESIGNATION -  K 97
 FR0392  PID         -  FR0392
 FR0392  STATE/COUNTY-  AZ/MOHAVE
 FR0392  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0392
 FR0392                         *CURRENT SURVEY CONTROL
 FR0392  ___________________________________________________________________
 FR0392* NAD 83(1986)-  35 37 11.     (N)    113 26 48.     (W)     SCALED    
 FR0392* NAVD 88     -      1058.305  (meters)    3472.12   (feet)  POSTED    
 FR0392  ___________________________________________________________________
 FR0392  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FR0392  DYNAMIC HT  -        1057.020 (meters)    3467.91  (feet)  COMP
 FR0392  MODELED GRAV-     979,386.0   (mgal)                       NAVD 88
 FR0392
 FR0392  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0392
 FR0392.The horizontal coordinates were scaled from a topographic map and have
 FR0392.an estimated accuracy of +/- 6 seconds.
 FR0392
 FR0392.The orthometric height was determined by differential leveling
 FR0392.and adjusted by the  in 1992.
 FR0392.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0392.was located on a no-check spur therefore a value was not computed.
 FR0392.No vertical observational check was made to the station.
 FR0392
 FR0392.The geoid height was determined by GEOID03.
 FR0392
 FR0392.The dynamic height is computed by dividing the NAVD 88
 FR0392.geopotential number by the normal gravity value computed on the
 FR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0392.degrees latitude (g = 980.6199 gals.).
 FR0392
 FR0392.The modeled gravity was interpolated from observed gravity values.
 FR0392
 FR0392;                    North         East    Units  Estimated Accuracy
 FR0392;SPC AZ W     -   512,380.      240,840.      MT  (+/- 180 meters Scaled)
 FR0392
 FR0392                          SUPERSEDED SURVEY CONTROL
 FR0392
 FR0392  NGVD 29 (??/??/92) 1057.394  (m)         3469.13   (f) ADJ UNCH    2 0
 FR0392
 FR0392.Superseded values are not recommended for survey control.
 FR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0392.See file dsdata.txt to determine how the superseded data were derived.
 FR0392
 FR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE784445(NAD 83)
 FR0392_MARKER: DB = BENCH MARK DISK
 FR0392_SETTING: 80 = SET IN A BOULDER
 FR0392_SP_SET: BOULDER
 FR0392_STAMPING: K 97 1935
 FR0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0392+STABILITY: SURFACE MOTION
 FR0392
 FR0392  HISTORY     - Date     Condition        Report By
 FR0392  HISTORY     - 1935     MONUMENTED       CGS
 FR0392
 FR0392                          STATION DESCRIPTION
 FR0392
 FR0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0392'7.8 MI N FROM PEACH SPRINGS.
 FR0392'ABOUT 7.8 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0392'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, ABOUT 100 YARDS NORTH OF
 FR0392'THE ENTRANCE TO A VALLEY, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FR0392'IN THE TOP OF A LARGE BROWN BOULDER, AND ABOUT 2 FEET ABOVE THE
 FR0392'GROUND.  A STANDARD DISK, STAMPED K 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0112 ***********************************************************************
 ET0112  DESIGNATION -  K 98
 ET0112  PID         -  ET0112
 ET0112  STATE/COUNTY-  AZ/COCONINO
 ET0112  USGS QUAD   -  PERKINSVILLE (1973)
 ET0112
 ET0112                         *CURRENT SURVEY CONTROL
 ET0112  ___________________________________________________________________
 ET0112* NAD 83(1986)-  34 57 47.     (N)    112 12 38.     (W)     SCALED    
 ET0112* NAVD 88     -      1412.70   (+/-2cm)    4634.8    (feet)  VERTCON   
 ET0112  ___________________________________________________________________
 ET0112  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 ET0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0112
 ET0112.The horizontal coordinates were scaled from a topographic map and have
 ET0112.an estimated accuracy of +/- 6 seconds.
 ET0112
 ET0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0112.The vertical order pertains to the NGVD 29 superseded value.
 ET0112
 ET0112.The geoid height was determined by GEOID03.
 ET0112
 ET0112;                    North         East    Units  Estimated Accuracy
 ET0112;SPC AZ C     -   439,520.      186,520.      MT  (+/- 180 meters Scaled)
 ET0112
 ET0112                          SUPERSEDED SURVEY CONTROL
 ET0112
 ET0112  NGVD 29 (??/??/92) 1411.905  (m)         4632.23   (f) ADJ UNCH    2 0
 ET0112
 ET0112.Superseded values are not recommended for survey control.
 ET0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0112.See file dsdata.txt to determine how the superseded data were derived.
 ET0112
 ET0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD894696(NAD 83)
 ET0112_MARKER: DB = BENCH MARK DISK
 ET0112_SETTING: 66 = SET IN ROCK OUTCROP
 ET0112_SP_SET: ROCK OUTCROP
 ET0112_STAMPING: K 98 1935
 ET0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0112+STABILITY: POSITION/ELEVATION WELL
 ET0112
 ET0112  HISTORY     - Date     Condition        Report By
 ET0112  HISTORY     - 1935     MONUMENTED       CGS
 ET0112  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0112
 ET0112                          STATION DESCRIPTION
 ET0112
 ET0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0112'6.8 MI N. FROM PERKINSVILLE.
 ET0112'6.8 MI. N. ALONG ROAD TO WILLIAMS 1.45 MI. N. OF A WOODEN BRIDGE, 0.7
 ET0112'MI. S. OF A ROAD BEARING N.E. TO SAND FLAT, 0.3 MI. S. OF SIDE ROAD
 ET0112'BEARING E., 100 FT. N. OF THE CENTER LINE JUNCTION OF ROADS TO DRAKE,
 ET0112'PERKINSVILLE AND WILLIAMS (LARGE SIGN PAINTED IN GREEN AND WHITE
 ET0112'LETTERS DRAKE), 30 FT. E. OF THE CENTER LINE OF HIGHWAY.
 ET0112
 ET0112                          STATION RECOVERY (1973)
 ET0112
 ET0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0961 ***********************************************************************
 FR0961  DESIGNATION -  KA 1
 FR0961  PID         -  FR0961
 FR0961  STATE/COUNTY-  AZ/MOHAVE
 FR0961  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0961
 FR0961                         *CURRENT SURVEY CONTROL
 FR0961  ___________________________________________________________________
 FR0961* NAD 83(1992)-  35 10 00.00620(N)    113 32 07.71814(W)     ADJUSTED  
 FR0961* NAVD 88     -      1413.     (meters)    4636.     (feet)  SCALED    
 FR0961  ___________________________________________________________________
 FR0961  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 FR0961  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FR0961  HORZ ORDER  -  SECOND
 FR0961
 FR0961.The horizontal coordinates were established by classical geodetic methods
 FR0961.and adjusted by the National Geodetic Survey in August 1993.
 FR0961
 FR0961.The orthometric height was scaled from a topographic map.
 FR0961
 FR0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0961
 FR0961.The geoid height was determined by GEOID03.
 FR0961
 FR0961;                    North         East     Units Scale Factor Converg.
 FR0961;SPC AZ W     -   462,099.383   232,902.309   MT  0.99993804   +0 07 24.8
 FR0961;SPC AZ W     - 1,516,074.09    764,115.19   iFT  0.99993804   +0 07 24.8
 FR0961;UTM  12      - 3,894,470.153   269,078.044   MT  1.00025723   -1 27 39.5
 FR0961
 FR0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0961!SPC AZ W     -   0.99978256  x   0.99993804  =   0.99972062
 FR0961!UTM  12      -   0.99978256  x   1.00025723  =   1.00003974
 FR0961
 FR0961                          SUPERSEDED SURVEY CONTROL
 FR0961
 FR0961  NAD 83(1986)-  35 10 00.00692(N)    113 32 07.72107(W) AD(       ) 2
 FR0961  NAD 27      -  35 09 59.98300(N)    113 32 04.94390(W) AD(       ) 2
 FR0961
 FR0961.Superseded values are not recommended for survey control.
 FR0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0961.See file dsdata.txt to determine how the superseded data were derived.
 FR0961
 FR0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6907894470(NAD 83)
 FR0961_MARKER: DE = TRAVERSE STATION DISK
 FR0961_SETTING: 66 = SET IN ROCK OUTCROP
 FR0961_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FR0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0961+STABILITY: POSITION/ELEVATION WELL
 FR0961
 FR0961  HISTORY     - Date     Condition        Report By
 FR0961  HISTORY     - 1962     MONUMENTED       AZHD
 FR0961
 FR0961                          STATION DESCRIPTION
 FR0961
 FR0961'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0961'THE STATION IS LOCATED ABOUT 32 MILES EAST OF KINGMAN, ABOUT
 FR0961'18 MILES SOUTH-SOUTHEAST OF HACKBERRY, ABOUT 6 MILES EAST OF
 FR0961'HACKBERRY ROAD, ABOUT 100 YARDS NORTH OF THE PIPELINE
 FR0961'RIGHT-OF-WAY AND IS ON THE NORTHEAST PART OF A SMALL HILL.
 FR0961'
 FR0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0961'AND STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO
 FR0961'EASTERLY ON STATE HIGHWAY 93 FOR 23 MILES TO MILE POST 95, CONTINUE
 FR0961'EAST ON STATE HIGHWAY 93 FOR 1.6 MILES TO FORKS, KEEP LEFT,
 FR0961'LEAVING STATE HIGHWAY 93, GO EAST FOR 0.2 MILE TO CROSSROAD
 FR0961'AND SIGN HACKBERRY, TURN LEFT, GO NORTH ON GRADED ROAD FOR
 FR0961'5.4 MILES TO A SIDE ROAD RIGHT AND SIGN SILVER SPRINGS
 FR0961'SUBDIVISION, TURN RIGHT, GO EASTERLY ON MAIN BLADED ROAD FOR 5.6
 FR0961'MILES TO CATTLEGUARD, CONTINUE EASTERLY ON BLADED ROAD
 FR0961'FOR 0.85 MILE TO BASE OF SMALL HILL ON RIGHT, FROM THIS POINT
 FR0961'PACK SOUTH TO TOP OF HILL AND STATION.
 FR0961'
 FR0961'KA NO. 1, A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION
 FR0961'BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FR0961'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS STAMPED
 FR0961'KA NO 1 1960.
 FR0961'
 FR0961'A TRAVERSE CONNECTION WAS MADE FROM STATION WALK TO KA NO. 1.
 FR0961'THE DISTANCE TO 15.55 FEET OR 4.740 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0905 ***********************************************************************
 FR0905  DESIGNATION -  KA 10
 FR0905  PID         -  FR0905
 FR0905  STATE/COUNTY-  AZ/YAVAPAI
 FR0905  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0905
 FR0905                         *CURRENT SURVEY CONTROL
 FR0905  ___________________________________________________________________
 FR0905* NAD 83(1992)-  35 19 12.46184(N)    112 53 28.56505(W)     ADJUSTED  
 FR0905* NAVD 88     -      1601.63   (+/-2cm)    5254.7    (feet)  VERTCON   
 FR0905  ___________________________________________________________________
 FR0905  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FR0905  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0905  HORZ ORDER  -  SECOND
 FR0905  VERT ORDER  -  THIRD ? (See Below)
 FR0905
 FR0905.The horizontal coordinates were established by classical geodetic methods
 FR0905.and adjusted by the National Geodetic Survey in August 1993.
 FR0905
 FR0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0905.The vertical order pertains to the NGVD 29 superseded value.
 FR0905
 FR0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0905
 FR0905.The geoid height was determined by GEOID03.
 FR0905
 FR0905;                    North         East     Units Scale Factor Converg.
 FR0905;SPC AZ C     -   479,522.572   124,745.750   MT  0.99999674   -0 33 48.6
 FR0905;SPC AZ C     - 1,573,236.78    409,270.83   iFT  0.99999674   -0 33 48.6
 FR0905;UTM  12      - 3,910,185.786   328,083.061   MT  0.99996424   -1 05 37.3
 FR0905
 FR0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0905!SPC AZ C     -   0.99975265  x   0.99999674  =   0.99974940
 FR0905!UTM  12      -   0.99975265  x   0.99996424  =   0.99971690
 FR0905
 FR0905                          SUPERSEDED SURVEY CONTROL
 FR0905
 FR0905  NAD 83(1986)-  35 19 12.46214(N)    112 53 28.56282(W) AD(       ) 2
 FR0905  NAD 27      -  35 19 12.44250(N)    112 53 25.91190(W) AD(       ) 2
 FR0905  NGVD 29 (07/19/86) 1600.76   (m)         5251.8    (f) LEVELING    3  
 FR0905
 FR0905.Superseded values are not recommended for survey control.
 FR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0905.See file dsdata.txt to determine how the superseded data were derived.
 FR0905
 FR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2808310186(NAD 83)
 FR0905_MARKER: DE = TRAVERSE STATION DISK
 FR0905_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FR0905_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FR0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0905
 FR0905  HISTORY     - Date     Condition        Report By
 FR0905  HISTORY     - 1962     MONUMENTED       AZHD
 FR0905
 FR0905                          STATION DESCRIPTION
 FR0905
 FR0905'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0905'THIS IS A TRAVERSE STATION.
 FR0905'
 FR0905'THE STATION IS LOCATED ABOUT 1 MILES SOUTHWEST OF SELIGMAN,
 FR0905'ABOUT 1/4 MILE WEST OF A CEMETERY, ON THE NORTH SIDE OF A
 FR0905'HILL AND JUST SOUTH OF PIPELINE RIGHT-OF-WAY.
 FR0905'
 FR0905'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0905'SOUTH FOR 0.05 MILE, TURN LEFT, GO SOUTHEAST ON U.S. HIGHWAY
 FR0905'66 FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, CROSS
 FR0905'RAILROAD TRACKS AND GO SOUTHERLY ON GRAVEL ROAD FOR 0.5 MILE
 FR0905'TO FORKS, TAKE RIGHT FORK, GO SOUTHWEST FOR 0.05 MILE, CROSSING
 FR0905'CATTLE GUARD TO FORKS, TAKE LEFT FORK AND CONTINUE WESTERLY
 FR0905'ON GRADED ROAD FOR 0.95 MILE TO PIPELINE, TURN LEFT, GO WEST
 FR0905'FOR 0.2 MILE TO A SMALL CEMENTERY ON RIGHT, CONTINUE WEST FOR
 FR0905'0.4 MILE TO THE STATION ON LEFT.
 FR0905'
 FR0905'STATION IS MARKED BY AN ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0905'STATION DISK WHICH IS SET IN TOP OF A MASS OF CONCRETE SURROUNDED
 FR0905'BY ROCKS, IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FR0905'STAMPED KA NO 10 1960.  THE MARK IS 120 FEET SOUTH OF THE CENTER
 FR0905'OF PIPELINE RIGHT-OF-WAY AND 26.4 FEET NORTH OF WITNESS POST.
 FR0905'
 FR0905'A TRAVERSE CONNECTION WAS MADE TO STATION DISH AND THE
 FR0905'DISTANCE IS 23.60 FEET OR 7.194 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0900 ***********************************************************************
 FR0900  DESIGNATION -  KA 12
 FR0900  PID         -  FR0900
 FR0900  STATE/COUNTY-  AZ/YAVAPAI
 FR0900  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0900
 FR0900                         *CURRENT SURVEY CONTROL
 FR0900  ___________________________________________________________________
 FR0900* NAD 83(1992)-  35 17 39.84214(N)    112 46 22.18609(W)     ADJUSTED  
 FR0900* NAVD 88     -      1748.     (meters)    5735.     (feet)  SCALED    
 FR0900  ___________________________________________________________________
 FR0900  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 FR0900  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FR0900  HORZ ORDER  -  SECOND
 FR0900
 FR0900.The horizontal coordinates were established by classical geodetic methods
 FR0900.and adjusted by the National Geodetic Survey in August 1993.
 FR0900
 FR0900.The orthometric height was scaled from a topographic map.
 FR0900
 FR0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0900
 FR0900.The geoid height was determined by GEOID03.
 FR0900
 FR0900;                    North         East     Units Scale Factor Converg.
 FR0900;SPC AZ C     -   476,568.881   135,490.246   MT  0.99997470   -0 29 40.9
 FR0900;SPC AZ C     - 1,563,546.20    444,521.80   iFT  0.99997470   -0 29 40.9
 FR0900;UTM  12      - 3,907,132.963   338,799.309   MT  0.99992025   -1 01 28.3
 FR0900
 FR0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0900!SPC AZ C     -   0.99972969  x   0.99997470  =   0.99970439
 FR0900!UTM  12      -   0.99972969  x   0.99992025  =   0.99964996
 FR0900
 FR0900                          SUPERSEDED SURVEY CONTROL
 FR0900
 FR0900  NAD 83(1986)-  35 17 39.84192(N)    112 46 22.18323(W) AD(       ) 2
 FR0900  NAD 27      -  35 17 39.81710(N)    112 46 19.54160(W) AD(       ) 2
 FR0900
 FR0900.Superseded values are not recommended for survey control.
 FR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0900.See file dsdata.txt to determine how the superseded data were derived.
 FR0900
 FR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3879907133(NAD 83)
 FR0900_MARKER: DE = TRAVERSE STATION DISK
 FR0900_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FR0900_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FR0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0900
 FR0900  HISTORY     - Date     Condition        Report By
 FR0900  HISTORY     - 1962     MONUMENTED       AZHD
 FR0900
 FR0900                          STATION DESCRIPTION
 FR0900
 FR0900'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0900'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF ASH FORK,
 FR0900'ABOUT 6 MILES SOUTHEAST OF SELIGMAN, ABOUT 3/4 MILE SOUTH OF
 FR0900'U.S. HIGHWAY 66, ABOUT 1 MILE NORTHWEST OF THE EL PASO PIPELINE
 FR0900'CO., PUMPING STATION AND ON THE SOUTH SIDE OF PIPELINE.
 FR0900'
 FR0900'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0900'SOUTH FOR 0.05 MILE, TURN LEFT, GO SOUTHEAST ON U.S. HIGHWAY 66
 FR0900'FOR 9.2 MILES TO THE CROOKTON OVERPASS, CONTINUE SOUTHEAST
 FR0900'FOR 0.2 MILE TO A SIDE ROAD RIGHT AND SIGN EL PASO PIPELINE
 FR0900'CO., SELIGMAN STATION, TURN RIGHT, GO NORTHWEST ON SURFACED
 FR0900'ROAD FOR 1.5 MILES TO FORKS AFTER CROSSING CATTLE GUARD, JUST
 FR0900'BEFORE REACHING THE PUMPING STATION, TAKE LEFT FORK AND FOLLOW
 FR0900'THE MAIN ROAD AROUND THE WEST SIDE OF PUMPING STATION TO THE
 FR0900'NORTHWEST CORNER OF FENCE AND A GATE, PASS THROUGH GATE AND
 FR0900'GO NORTHWESTERLY ON PIPELINE FOR 1.1 MILES TO TOP OF A RIDGE
 FR0900'AND STATION ON LEFT, SOUTH SIDE OF PIPELINE.
 FR0900'
 FR0900'THE STATION IS MARKED BY A ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0900'DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE SURROUNDED
 FR0900'BY ROCKS AND IS STAMPED KA NO 12 1960.  THE MARK IS 149 FEET
 FR0900'NORTH OF TELEPHONE POLE, 27.4 FEET NORTHEAST OF WITNESS POST
 FR0900'AND 19 FEET SOUTH OF PIPELINE RIGHT-OF-WAY.
 FR0900'
 FR0900'A TRAVERSE CONNECTION WAS MADE TO STATION RICK AND THE DISTANCE
 FR0900'IS 33.11 FEET OR 10.092 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0230 ***********************************************************************
 FR0230  DESIGNATION -  KA 13
 FR0230  PID         -  FR0230
 FR0230  STATE/COUNTY-  AZ/YAVAPAI
 FR0230  USGS QUAD   -  CROOKTON (1973)
 FR0230
 FR0230                         *CURRENT SURVEY CONTROL
 FR0230  ___________________________________________________________________
 FR0230* NAD 83(1992)-  35 16 11.66202(N)    112 41 46.34805(W)     ADJUSTED  
 FR0230* NAVD 88     -      1824.857  (meters)    5987.05   (feet)  POSTED    
 FR0230  ___________________________________________________________________
 FR0230  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 FR0230  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FR0230  DYNAMIC HT  -        1822.370 (meters)    5978.89  (feet)  COMP
 FR0230  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 FR0230
 FR0230  HORZ ORDER  -  SECOND
 FR0230  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0230
 FR0230.The horizontal coordinates were established by classical geodetic methods
 FR0230.and adjusted by the National Geodetic Survey in August 1993.
 FR0230
 FR0230.The orthometric height was determined by differential leveling
 FR0230.and adjusted by the  in 1992.
 FR0230.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0230.was located on a no-check spur therefore a value was not computed.
 FR0230.No vertical observational check was made to the station.
 FR0230
 FR0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0230
 FR0230.The geoid height was determined by GEOID03.
 FR0230
 FR0230.The dynamic height is computed by dividing the NAVD 88
 FR0230.geopotential number by the normal gravity value computed on the
 FR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0230.degrees latitude (g = 980.6199 gals.).
 FR0230
 FR0230.The modeled gravity was interpolated from observed gravity values.
 FR0230
 FR0230;                    North         East     Units Scale Factor Converg.
 FR0230;SPC AZ C     -   473,794.030   142,437.940   MT  0.99996197   -0 27 00.5
 FR0230;SPC AZ C     - 1,554,442.36    467,316.08   iFT  0.99996197   -0 27 00.5
 FR0230;UTM  12      - 3,904,294.181   345,720.628   MT  0.99989334   -0 58 46.7
 FR0230
 FR0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0230!SPC AZ C     -   0.99971761  x   0.99996197  =   0.99967959
 FR0230!UTM  12      -   0.99971761  x   0.99989334  =   0.99961098
 FR0230
 FR0230                          SUPERSEDED SURVEY CONTROL
 FR0230
 FR0230  NAD 83(1986)-  35 16 11.66145(N)    112 41 46.34477(W) AD(       ) 2
 FR0230  NAD 27      -  35 16 11.63200(N)    112 41 43.70860(W) AD(       ) 2
 FR0230  NGVD 29 (??/??/92) 1823.896  (m)         5983.90   (f) ADJ UNCH    2 0
 FR0230
 FR0230.Superseded values are not recommended for survey control.
 FR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0230.See file dsdata.txt to determine how the superseded data were derived.
 FR0230
 FR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4572104294(NAD 83)
 FR0230_MARKER: DD = SURVEY DISK
 FR0230_SETTING: 66 = SET IN ROCK OUTCROP
 FR0230_SP_SET: SET IN ROCK OUTCROP
 FR0230_STAMPING: KA 13 1960
 FR0230_MARK LOGO: AZHD  
 FR0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0230+STABILITY: POSITION/ELEVATION WELL
 FR0230
 FR0230  HISTORY     - Date     Condition        Report By
 FR0230  HISTORY     - 1962     MONUMENTED       AZHD
 FR0230  HISTORY     - 1962     GOOD             NGS
 FR0230  HISTORY     - 1982     GOOD             NGS
 FR0230
 FR0230                          STATION DESCRIPTION
 FR0230
 FR0230'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0230'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF ASH FORK,
 FR0230'10 MILES SOUTHEAST OF SELIGMAN, 1/2 MILE SOUTH OF U.S. HIGHWAY
 FR0230'66 AND IS IN THE APPROXIMATE CENTER OF A SMALL ROUND HILL.
 FR0230'
 FR0230'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0230'SOUTH FOR 0.05 MILE, TURN LEFT, GO SOUTHEAST ON U.S. HIGHWAY 66
 FR0230'FOR 9.2 MILES TO THE CROOKTON OVERPASS, CONTINUE ON U.S. HIGHWAY
 FR0230'66 FOR 1.6 MILES TO A SIDE ROAD RIGHT, JUST BEFORE REACHING
 FR0230'TOP OF HILL, TURN RIGHT, CROSS CATTLE GUARD AND GO SOUTHEAST ON
 FR0230'GRADED ROAD FOR 0.2 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE
 FR0230'SOUTHEAST AND SOUTH ON MAIN ROAD FOR 0.3 MILE TO A PIPELINE,
 FR0230'CONTINUE SOUTH ON MAIN ROAD FOR 0.45 MILE TO ANOTHER PIPELINE,
 FR0230'TURN LEFT (EAST) ALONG PIPELINE FOR 0.65 MILE TO A PIPELINE
 FR0230'MARKER NO. 250, TURN LEFT, GO NORTH AND NORTHEAST ON A DIM
 FR0230'TRACK ROAD FOR 0.35 MILE TO TOP OF HILL AND STATION.
 FR0230'
 FR0230'A TRAVERSE CONNECTION WAS MADE FROM STATION SEAL TO KA NO.
 FR0230'13 (AHD).  THE DISTANCE IS 22.62 FEET OR 6.895 METERS.
 FR0230'
 FR0230'STATION IS MARKED BY AN ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0230'STATION DISK WHICH IS SET IN TOP OF AN IRREGULAR MASS OF
 FR0230'CONCRETE WHICH IS SURROUNDED BY ROCK AND IS STAMPED KA NO 13
 FR0230'1960.  THE MARK IS 6.5 FEET WEST OF A WITNESS POST.
 FR0230
 FR0230                          STATION RECOVERY (1962)
 FR0230
 FR0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0230'12.45 MI SE FROM SELIGMAN.
 FR0230'10.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON TOPEKA AND
 FR0230'SANTA FE RAILWAY STATION AT SELIGMAN, THENCE 0.25 MILES SOUTHEAST
 FR0230'ALONG A DIRT ROAD TO A FORK IN THE ROAD, TAKE THE LEFT FORK IN THE
 FR0230'ROAD AND GO SOUTHWEST FOR 0.3 MILE TO A PIPE LINE, CROSS THE PIPE LINE
 FR0230'AND CONTINUE SOUTH ALONG A DIRT ROAD FOR 0.45 MILE TO ANOTHER PIPE
 FR0230'LINE, THENCE 0.7 MILE EAST ALONG THE PIPE LINE TO THE FOOT OF A STEEP
 FR0230'HILL AND A TRACK ROAD LEADING NORTHEAST, THENCE 0.35 MILE NORTHEAST
 FR0230'ALONG THE TRACK ROAD TO THE TOP OF A HILL, 22.6 FEET WEST NORTHWEST OF
 FR0230'TRAVERSE STATION SEAL, 6.6 FEET WEST OF A METAL WITNESS POST, AND IS
 FR0230'SET IN TOP OF A 10 INCH MASS OF CONCRETE SURROUNDED BY ROCKS.
 FR0230
 FR0230                          STATION RECOVERY (1982)
 FR0230
 FR0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0949 ***********************************************************************
 FR0949  DESIGNATION -  KA 4
 FR0949  PID         -  FR0949
 FR0949  STATE/COUNTY-  AZ/YAVAPAI
 FR0949  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0949
 FR0949                         *CURRENT SURVEY CONTROL
 FR0949  ___________________________________________________________________
 FR0949* NAD 83(1992)-  35 12 05.89123(N)    113 18 57.51418(W)     ADJUSTED  
 FR0949* NAVD 88     -      1669.     (meters)    5476.     (feet)  SCALED    
 FR0949  ___________________________________________________________________
 FR0949  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 FR0949  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FR0949  HORZ ORDER  -  SECOND
 FR0949
 FR0949.The horizontal coordinates were established by classical geodetic methods
 FR0949.and adjusted by the National Geodetic Survey in August 1993.
 FR0949
 FR0949.The orthometric height was scaled from a topographic map.
 FR0949
 FR0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0949
 FR0949.The geoid height was determined by GEOID03.
 FR0949
 FR0949;                    North         East     Units Scale Factor Converg.
 FR0949;SPC AZ C     -   466,839.048    85,942.205   MT  1.00010002   -0 48 24.3
 FR0949;SPC AZ C     - 1,531,624.17    281,962.61   iFT  1.00010002   -0 48 24.3
 FR0949;SPC AZ W     -   466,043.839   252,881.295   MT  0.99995258   +0 15 00.7
 FR0949;SPC AZ W     - 1,529,015.22    829,663.04   iFT  0.99995258   +0 15 00.7
 FR0949;UTM  12      - 3,897,861.306   289,163.663   MT  1.00014786   -1 20 08.0
 FR0949
 FR0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0949!SPC AZ C     -   0.99974226  x   1.00010002  =   0.99984226
 FR0949!SPC AZ W     -   0.99974226  x   0.99995258  =   0.99969485
 FR0949!UTM  12      -   0.99974226  x   1.00014786  =   0.99989008
 FR0949
 FR0949                          SUPERSEDED SURVEY CONTROL
 FR0949
 FR0949  NAD 83(1986)-  35 12 05.89095(N)    113 18 57.51726(W) AD(       ) 2
 FR0949  NAD 27      -  35 12 05.86710(N)    113 18 54.78060(W) AD(       ) 2
 FR0949
 FR0949.Superseded values are not recommended for survey control.
 FR0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0949.See file dsdata.txt to determine how the superseded data were derived.
 FR0949
 FR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8916497861(NAD 83)
 FR0949_MARKER: DE = TRAVERSE STATION DISK
 FR0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0949+STABILITY: SURFACE MOTION
 FR0949
 FR0949  HISTORY     - Date     Condition        Report By
 FR0949  HISTORY     - 1962     MONUMENTED       AZHD
 FR0949
 FR0949                          STATION DESCRIPTION
 FR0949
 FR0949'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0949'THE STATION IS LOCATED ABOUT 42 MILES EAST OF KINGMAN, 25 MILES
 FR0949'WEST OF SELIGMAN, 1 MILE EAST OF THE MOHAVE-YAVAPAI COUNTY
 FR0949'LINE AND IS ON THE NORTH SIDE OF THE NORTH ONE OF THREE PIPE
 FR0949'LINES.
 FR0949'
 FR0949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0949'AND STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO
 FR0949'EASTERLY ON STATE HIGHWAY 93 FOR 23 MILES TO MILE POST 95,
 FR0949'CONTINUE EAST FOR 1.6 MILES TO FORKS, TAKE LEFT FORK, LEAVING
 FR0949'STATE HIGHWAY 93, GO EAST 0.2 MILE TO CROSSROAD AND SIGN
 FR0949'HACKBERRY, TURN LEFT (NORTH) ON GRADED ROAD FOR 5.4 MILES TO
 FR0949'A SIDE ROAD RIGHT AND SIGN SILVER SPRINGS SUBDIVISION, TURN
 FR0949'RIGHT, GO EASTERLY ON A BLADED ROAD FOR 16.7 MILES TO MILLERS
 FR0949'RANCH, TURN RIGHT AND GO SOUTH AND EASTERLY ON MAIN BLADED
 FR0949'ROAD FOR 3.9 MILES TO A RANCH AND CORRALS ON THE RIGHT,
 FR0949'CONTINUE EASTERLY ON MAIN BLADED ROAD FOR 0.45 MILE TO A GATE,
 FR0949'PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY FOR 1.3 MILE
 FR0949'TO GATE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 FR0949'MAIN ROAD FOR 1.25 MILE TO A REVERSE FORK, CONTINUE
 FR0949'EASTERLY ON MAIN ROAD FOR 1.0 MILE TO A RANCH HOUSE ON
 FR0949'THE LEFT, CONTINUE EASTERLY FOR 0.6 MILE TO A DIM TRACK ROAD
 FR0949'LEFT, JUST BEFORE REACHING A TREE WITH A TRIANGLE BLAZE,
 FR0949'TURN LEFT, FOLLOW TRACK ROAD NORTH FOR 0.1 MILE TO PIPE LINE,
 FR0949'TURN LEFT, FOLLOW PIPE LINE WEST FOR 0.15 MILE TO A DIM
 FR0949'TRACK ROAD RIGHT, TURN RIGHT, FOLLOW TRACK NORTH FOR 0.2
 FR0949'MILE TO PIPE LINE, TURN LEFT, GO WEST ON PIPE LINE FOR 0.4
 FR0949'MILE TO A GATE, PASS THROUGH GATE AND CONTINUE WEST ON PIPE
 FR0949'LINE FOR 0.25 MILE TO ANOTHER GATE, PASS THROUGH GATE AND
 FR0949'CONTINUE WEST ALONG PIPE LINE FOR 0.25 MILE TO TOP OF
 FR0949'RIDGE AND THE STATION ON THE RIGHT.
 FR0949'
 FR0949'STATION IS MARKED BY AN ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0949'DISK SET IN A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 FR0949'THE SURFACE OF THE GROUND AND IS STAMPED KA NO 4 1960.  THE
 FR0949'MARK IS 31 FEET NORTH OF THE CENTER OF THE PIPE LINE RIGHT-OF-WAY
 FR0949'AND 16.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 FR0949'
 FR0949'A TRAVERSE CONNECTION WAS MADE FROM STATION TRIP TO KA NO. 4
 FR0949'(AHD).  IT IS 22.67 FEET OR 6.909 METERS SOUTH-SOUTHWEST OF
 FR0949'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0444 ***********************************************************************
 FR0444  DESIGNATION -  KA 5
 FR0444  PID         -  FR0444
 FR0444  STATE/COUNTY-  AZ/YAVAPAI
 FR0444  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0444
 FR0444                         *CURRENT SURVEY CONTROL
 FR0444  ___________________________________________________________________
 FR0444* NAD 83(1992)-  35 12 50.76232(N)    113 16 16.40959(W)     ADJUSTED  
 FR0444* NAVD 88     -      1661.425  (meters)    5450.86   (feet)  POSTED    
 FR0444  ___________________________________________________________________
 FR0444  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 FR0444  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FR0444  DYNAMIC HT  -        1659.230 (meters)    5443.66  (feet)  COMP
 FR0444  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 FR0444
 FR0444  HORZ ORDER  -  SECOND
 FR0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0444
 FR0444.The horizontal coordinates were established by classical geodetic methods
 FR0444.and adjusted by the National Geodetic Survey in August 1993.
 FR0444
 FR0444.The orthometric height was determined by differential leveling
 FR0444.and adjusted by the  in 1992.
 FR0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0444.rate of 0.0 thru 1.0 mm/km.
 FR0444
 FR0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0444
 FR0444.The geoid height was determined by GEOID03.
 FR0444
 FR0444.The dynamic height is computed by dividing the NAVD 88
 FR0444.geopotential number by the normal gravity value computed on the
 FR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0444.degrees latitude (g = 980.6199 gals.).
 FR0444
 FR0444.The modeled gravity was interpolated from observed gravity values.
 FR0444
 FR0444;                    North         East     Units Scale Factor Converg.
 FR0444;SPC AZ C     -   468,165.406    90,036.263   MT  1.00008738   -0 46 52.3
 FR0444;SPC AZ C     - 1,535,975.74    295,394.56   iFT  1.00008738   -0 46 52.3
 FR0444;SPC AZ W     -   467,445.308   256,949.620   MT  0.99995674   +0 16 33.9
 FR0444;SPC AZ W     - 1,533,613.22    843,010.56   iFT  0.99995674   +0 16 33.9
 FR0444;UTM  12      - 3,899,149.874   293,269.968   MT  1.00012672   -1 18 36.5
 FR0444
 FR0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0444!SPC AZ C     -   0.99974342  x   1.00008738  =   0.99983078
 FR0444!SPC AZ W     -   0.99974342  x   0.99995674  =   0.99970017
 FR0444!UTM  12      -   0.99974342  x   1.00012672  =   0.99987011
 FR0444
 FR0444                          SUPERSEDED SURVEY CONTROL
 FR0444
 FR0444  NAD 83(1986)-  35 12 50.76204(N)    113 16 16.41205(W) AD(       ) 2
 FR0444  NAD 27      -  35 12 50.73950(N)    113 16 13.68440(W) AD(       ) 2
 FR0444  NGVD 29 (??/??/92) 1660.52   (m)         5447.9    (f) COMPUTED    2 0
 FR0444
 FR0444.Superseded values are not recommended for survey control.
 FR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0444.See file dsdata.txt to determine how the superseded data were derived.
 FR0444
 FR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9327099150(NAD 83)
 FR0444_MARKER: DD = SURVEY DISK
 FR0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0444_SP_SET: CONCRETE MASS
 FR0444_STAMPING: KA 5 1960
 FR0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0444
 FR0444  HISTORY     - Date     Condition        Report By
 FR0444  HISTORY     - 1962     MONUMENTED       AZHD
 FR0444  HISTORY     - 1962     GOOD             NGS
 FR0444
 FR0444                          STATION DESCRIPTION
 FR0444
 FR0444'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0444'STATION IS LOCATED ABOUT 48 MILES EAST OF KINGMAN, 21
 FR0444'MILES WEST OF SELIGMAN AND ABOUT 0.25 MILE SOUTH OF SELIGMAN-KINGMAN
 FR0444'GRADED ROAD.
 FR0444'
 FR0444'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0444'93 IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEAST ON STATE
 FR0444'ROUTE 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE SOUTHEAST ON
 FR0444'STATE ROUTE 93 FOR 1.4 MILES TO FORK, KEEP LEFT STRAIGHT
 FR0444'AHEAD FOR 0.1 MILE TO CROSSROAD AND SIGN HACKBERRY, TURN
 FR0444'LEFT AND GO NORTH ON HACKBERRY ROAD FOR 4.85 MILES TO A SIDE
 FR0444'ROAD RIGHT AND SIGN SILVER SPRINGS SUBDIVISION, TURN RIGHT
 FR0444'AND GO EASTERLY FOR 5.3 MILES TO A CATTLE GUARD, CONTINUE
 FR0444'EASTERLY ON BLADED ROAD FOR 7.1 MILES TO A GATE, CONTINUE
 FR0444'EAST FOR 0.2 MILE TO ANOTHER GATE, CONTINUE EASTERLY FOR 2.3
 FR0444'MILES TO A FORK, KEEP RIGHT FOLLOWING MAIN BLADED ROAD
 FR0444'EASTERLY FOR 1.0 MILE TO GATE, CONTINUE EASTERLY 0.8 MILE
 FR0444'TO A CATTLE GUARD AND MILLERS RANCH HOUSE, FROM RANCH HOUSE
 FR0444'GO SOUTH THEN EASTERLY ON MAIN ROAD PASSING THROUGH TWO
 FR0444'GATES FOR 3.8 MILES TO CORRALS AND A RANCH HOUSE ON
 FR0444'RIGHT, CONTINUE EASTERLY FOR 0.5 MILES TO A GATE, CONTINUE
 FR0444'SOUTHEASTERLY ON MAIN ROAD FOR 1.2 MILES TO ANOTHER
 FR0444'GATE, CONTINUE ON MAIN ROAD SOUTHERLY AND EASTERLY FOR 1.1
 FR0444'MILES TO REVERSE FORK AND SIGN DOBSON LIVESTOCK CO. FORT ROCK
 FR0444'RANCH, CONTINUE STRAIGHT AHEAD EASTERLY ON MAIN ROAD FOR 1.0
 FR0444'MILE TO RANCH BUILDINGS ON LEFT, CONTINUE EASTERLY ON
 FR0444'MAIN ROAD FOR 2.3 MILES TO A CATTLE GUARD, CONTINUE EASTERLY
 FR0444'ON MAIN ROAD FOR 0.4 MILES TO A WATER POND ON RIGHT,
 FR0444'CONTINUE EAST ON MAIN ROAD FOR 0.35 MILE TO A TRIANGLE
 FR0444'BLAZED TREE ON RIGHT, TURN RIGHT OFF ROAD AND GO SOUTH
 FR0444'ACROSS PASTURE FOR 0.15 MILE TO PIPELINE, TURN RIGHT AND GO
 FR0444'WEST ON PIPELINE ROAD FOR 0.5 MILE TO TOP OF HILL AND TRAVERSE
 FR0444'STATION ON RIGHT.
 FR0444'
 FR0444'STATION IS A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION
 FR0444'BRONZE DISK STAMPED KA NO 5 1960, IS SET IN THE TOP OF A 8
 FR0444'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 FR0444'OF THE GROUND.  THE MARK IS 30 FEET SOUTH-SOUTHWEST OF THE
 FR0444'WITNESS POST AND 29 FEET NORTH OF THE CENTER OF THE PIPELINE
 FR0444'ROAD.
 FR0444'
 FR0444'A TRAVERSE CONNECTION WAS MADE FROM STATION WIND TO KA NO 5.
 FR0444'THE DISTANCE IS 26.76 FEET OR 8.157 METERS.
 FR0444
 FR0444                          STATION RECOVERY (1962)
 FR0444
 FR0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0444'25.9 MI W FROM SELIGMAN.
 FR0444'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0444'ITS STATION AT SELIGMAN, THENCE ABOUT 22.1 MILES WEST ALONG A GRAVEL
 FR0444'ROAD TO THE JUNCTION OF A DIM ROAD LEADING SOUTHWEST, THENCE 0.2 MILE
 FR0444'SOUTHWEST ALONG THE DIM ROAD TO A PIPE LINE, THENCE 0.6 MILE WEST
 FR0444'ALONG THE PIPE LINE TO THE TOP OF A HILL, 7.5 FEET NORTHWEST OF THE
 FR0444'PIPE LINE, 26.8 FEET SOUTHEAST OF TRAVERSE STATION WIND, 30.6 FOOT
 FR0444'SOUTHEAST OF A METAL WITNESS POST, AND IS A A.H.D. DISK SET IN
 FR0444'CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0945 ***********************************************************************
 FR0945  DESIGNATION -  KA 6
 FR0945  PID         -  FR0945
 FR0945  STATE/COUNTY-  AZ/YAVAPAI
 FR0945  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0945
 FR0945                         *CURRENT SURVEY CONTROL
 FR0945  ___________________________________________________________________
 FR0945* NAD 83(1992)-  35 14 29.61183(N)    113 12 09.53067(W)     ADJUSTED  
 FR0945* NAVD 88     -      1658.18   (+/-2cm)    5440.2    (feet)  VERTCON   
 FR0945  ___________________________________________________________________
 FR0945  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 FR0945  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FR0945  HORZ ORDER  -  SECOND
 FR0945  VERT ORDER  -  THIRD ? (See Below)
 FR0945
 FR0945.The horizontal coordinates were established by classical geodetic methods
 FR0945.and adjusted by the National Geodetic Survey in August 1993.
 FR0945
 FR0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0945.The vertical order pertains to the NGVD 29 superseded value.
 FR0945
 FR0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0945
 FR0945.The geoid height was determined by GEOID03.
 FR0945
 FR0945;                    North         East     Units Scale Factor Converg.
 FR0945;SPC AZ C     -   471,128.723    96,319.607   MT  1.00006877   -0 44 31.7
 FR0945;SPC AZ C     - 1,545,697.91    316,009.21   iFT  1.00006877   -0 44 31.7
 FR0945;SPC AZ W     -   470,523.735   263,176.464   MT  0.99996391   +0 18 57.0
 FR0945;SPC AZ W     - 1,543,713.04    863,439.84   iFT  0.99996391   +0 18 57.0
 FR0945;UTM  12      - 3,902,055.135   299,580.617   MT  1.00009505   -1 16 17.1
 FR0945
 FR0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0945!SPC AZ C     -   0.99974390  x   1.00006877  =   0.99981265
 FR0945!SPC AZ W     -   0.99974390  x   0.99996391  =   0.99970781
 FR0945!UTM  12      -   0.99974390  x   1.00009505  =   0.99983892
 FR0945
 FR0945                          SUPERSEDED SURVEY CONTROL
 FR0945
 FR0945  NAD 83(1986)-  35 14 29.61173(N)    113 12 09.53215(W) AD(       ) 2
 FR0945  NAD 27      -  35 14 29.58920(N)    113 12 06.82150(W) AD(       ) 2
 FR0945  NGVD 29 (07/19/86) 1657.23   (m)         5437.1    (f) LEVELING    3  
 FR0945
 FR0945.Superseded values are not recommended for survey control.
 FR0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0945.See file dsdata.txt to determine how the superseded data were derived.
 FR0945
 FR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE9958102055(NAD 83)
 FR0945_MARKER: DE = TRAVERSE STATION DISK
 FR0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0945+STABILITY: SURFACE MOTION
 FR0945
 FR0945  HISTORY     - Date     Condition        Report By
 FR0945  HISTORY     - 1962     MONUMENTED       AZHD
 FR0945
 FR0945                          STATION DESCRIPTION
 FR0945
 FR0945'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0945'STATION IS LOCATED ABOUT 51 MILES EAST OF KINGMAN, 19 MILES
 FR0945'WEST-SOUTHWEST OF SELIGMAN AND ABOUT 0.1 MILE NORTH OF THE
 FR0945'SELIGMAN-KINGMAN GRADED ROAD.
 FR0945'
 FR0945'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0945'91 IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEAST ON STATE
 FR0945'ROUTE 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE SOUTHEAST ON
 FR0945'STATE ROUTE 93 FOR 1.4 MILES TO FORK, KEEP LEFT STRAIGHT AHEAD
 FR0945'FOR 0.1 MILE TO CROSSROAD AND SIGN HACKBERRY, TURN LEFT AND GO
 FR0945'NORTH ON HACKBERRY ROAD FOR 4.85 MILES TO A SIDE ROAD RIGHT AND
 FR0945'SIGN SILVER SPRINGS SUBDIVISION, TURN RIGHT AND GO EASTERLY
 FR0945'FOR 5.3 MILES TO A CATTLE GUARD, CONTINUE EASTERLY ON BLADED
 FR0945'ROAD FOR 7.1 MILES TO A GATE, CONTINUE EAST FOR 0.2 MILE TO
 FR0945'ANOTHER GATE, CONTINUE EASTERLY FOR 2.3 MILES TO A FORK,
 FR0945'KEEP RIGHT FOLLOWING MAIN ROAD EASTERLY FOR 1.0 MILE TO
 FR0945'GATE, CONTINUE EASTERLY 0.8 MILE TO CATTLE GUARD AND MILLERS
 FR0945'RANCH HOUSE, FROM RANCH HOUSE GO SOUTH THEN EASTERLY ON
 FR0945'MAIN ROAD PASSING THROUGH TWO GATES FOR 3.8 MILES TO RANCH
 FR0945'HOUSE AND CORRALS ON RIGHT, CONTINUE EASTERLY FOR 0.5
 FR0945'MILES TO GATE, CONTINUE SOUTHEASTERLY ON MAIN ROAD FOR
 FR0945'1.2 MILES TO ANOTHER GATE, CONTINUE ON MAIN ROAD SOUTHERLY
 FR0945'AND EASTERLY FOR 1.1 MILES TO REVERSE FORK AND SIGN
 FR0945'DOBSON LIVESTOCK CO. FORK ROCK RANCH, CONTINUE STRAIGHT
 FR0945'AHEAD EASTERLY ON MAIN ROAD FOR 1.0 MILE TO RANCH BUILDINGS
 FR0945'ON LEFT, CONTINUE EASTERLY ON MAIN ROAD FOR 2.3 MILES TO
 FR0945'A CATTLE GUARD, CONTINUE EASTERLY ON MAIN ROAD FOR 0.4 MILE TO
 FR0945'A WATER POND ON RIGHT, CONTINUE EASTERLY ON MAIN ROAD FOR
 FR0945'0.35 MILE TO A TRIANGLE BLAZED TREE ON RIGHT, CONTINUE
 FR0945'EASTERLY 4.45 MILES TO WHERE PIPELINE CROSSES ROAD, TURN
 FR0945'SHARP LEFT AND GO WESTERLY UP HILL ON PIPELINE ROAD FOR
 FR0945'0.05 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 FR0945'
 FR0945'STATION IS A ARIZONA HIGHWAY DEPARTMET TRAVERSE STATION BRONZE
 FR0945'DISK STAMPED KA NO 6 1960, IS SET IN THE TOP OF A 8 INCH
 FR0945'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 FR0945'THE GROUND.  THE MARK IS 41.8 FEET WEST-SOUTHWEST OF A PIPELINE
 FR0945'PRESSURE GAUGE, 34.2 FEET WEST OF THE WITNESS POST AND 22 FEET
 FR0945'SOUTH OF THE CENTER OF PIPELINE ROAD.
 FR0945'
 FR0945'A TRAVERSE CONNECTION WAS MADE FROM STATION SLATE TO KA NO 6 (AHD).
 FR0945'THE DISTANCE IS 30.97 FEET OR 9.440 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0452 ***********************************************************************
 FR0452  DESIGNATION -  KA 6 RM 2
 FR0452  PID         -  FR0452
 FR0452  STATE/COUNTY-  AZ/YAVAPAI
 FR0452  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0452
 FR0452                         *CURRENT SURVEY CONTROL
 FR0452  ___________________________________________________________________
 FR0452* NAD 83(1986)-  35 14 30.     (N)    113 12 07.     (W)     SCALED    
 FR0452* NAVD 88     -      1658.129  (meters)    5440.04   (feet)  POSTED    
 FR0452  ___________________________________________________________________
 FR0452  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FR0452  DYNAMIC HT  -        1655.930 (meters)    5432.83  (feet)  COMP
 FR0452  MODELED GRAV-     979,251.4   (mgal)                       NAVD 88
 FR0452
 FR0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0452
 FR0452.The horizontal coordinates were scaled from a topographic map and have
 FR0452.an estimated accuracy of +/- 6 seconds.
 FR0452
 FR0452.The orthometric height was determined by differential leveling
 FR0452.and adjusted by the  in 1992.
 FR0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0452.rate of 0.0 thru 1.0 mm/km.
 FR0452
 FR0452.The geoid height was determined by GEOID03.
 FR0452
 FR0452.The dynamic height is computed by dividing the NAVD 88
 FR0452.geopotential number by the normal gravity value computed on the
 FR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0452.degrees latitude (g = 980.6199 gals.).
 FR0452
 FR0452.The modeled gravity was interpolated from observed gravity values.
 FR0452
 FR0452;                    North         East    Units  Estimated Accuracy
 FR0452;SPC AZ C     -   471,140.       96,380.      MT  (+/- 180 meters Scaled)
 FR0452
 FR0452                          SUPERSEDED SURVEY CONTROL
 FR0452
 FR0452  NGVD 29 (??/??/92) 1657.23   (m)         5437.1    (f) COMPUTED    2 0
 FR0452
 FR0452.Superseded values are not recommended for survey control.
 FR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0452.See file dsdata.txt to determine how the superseded data were derived.
 FR0452
 FR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE996020(NAD 83)
 FR0452_MARKER: DD = SURVEY DISK
 FR0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0452_STAMPING: A.H.D. NO 6 1960
 FR0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0452+STABILITY: SURFACE MOTION
 FR0452
 FR0452  HISTORY     - Date     Condition        Report By
 FR0452  HISTORY     - 1960     MONUMENTED       AZDT
 FR0452  HISTORY     - 1962     GOOD             NGS
 FR0452
 FR0452                          STATION DESCRIPTION
 FR0452
 FR0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0452'21.4 MI W FROM SELIGMAN.
 FR0452'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0452'STATION AT SELIGMAN, THENCE ABOUT 17.9 MILES WEST ALONG A GRAVEL ROAD
 FR0452'TO A PIPE LINE CROSSING, THENCE 0.5 MILE WEST ALONG THE PIPE LINE TO
 FR0452'THE TOP OF A HILL, 26 FEET SOUTH OF THE CENTER OF THE PIPE LINE, 31.0
 FR0452'FEET WEST OF TRAVERSE STATION SLATE, 34 FEET WEST OF A METAL WITNESS
 FR0452'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0937 ***********************************************************************
 FR0937  DESIGNATION -  KA 7
 FR0937  PID         -  FR0937
 FR0937  STATE/COUNTY-  AZ/YAVAPAI
 FR0937  USGS QUAD   -  YAMPAI SE (1981)
 FR0937
 FR0937                         *CURRENT SURVEY CONTROL
 FR0937  ___________________________________________________________________
 FR0937* NAD 83(1992)-  35 17 22.80827(N)    113 06 44.26829(W)     ADJUSTED  
 FR0937* NAVD 88     -      1788.     (meters)    5866.     (feet)  SCALED    
 FR0937  ___________________________________________________________________
 FR0937  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 FR0937  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FR0937  HORZ ORDER  -  SECOND
 FR0937
 FR0937.The horizontal coordinates were established by classical geodetic methods
 FR0937.and adjusted by the National Geodetic Survey in August 1993.
 FR0937
 FR0937.The orthometric height was scaled from a topographic map.
 FR0937
 FR0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0937
 FR0937.The geoid height was determined by GEOID03.
 FR0937
 FR0937;                    North         East     Units Scale Factor Converg.
 FR0937;SPC AZ C     -   476,363.401   104,607.386   MT  1.00004571   -0 41 26.9
 FR0937;SPC AZ C     - 1,562,872.05    343,200.09   iFT  1.00004571   -0 41 26.9
 FR0937;UTM  12      - 3,907,213.079   307,916.571   MT  1.00005472   -1 13 14.4
 FR0937
 FR0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0937!SPC AZ C     -   0.99972348  x   1.00004571  =   0.99976918
 FR0937!UTM  12      -   0.99972348  x   1.00005472  =   0.99977819
 FR0937
 FR0937                          SUPERSEDED SURVEY CONTROL
 FR0937
 FR0937  NAD 83(1986)-  35 17 22.80865(N)    113 06 44.26845(W) AD(       ) 2
 FR0937  NAD 27      -  35 17 22.78690(N)    113 06 41.57950(W) AD(       ) 2
 FR0937
 FR0937.Superseded values are not recommended for survey control.
 FR0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0937.See file dsdata.txt to determine how the superseded data were derived.
 FR0937
 FR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0791707213(NAD 83)
 FR0937_MARKER: DE = TRAVERSE STATION DISK
 FR0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0937+STABILITY: SURFACE MOTION
 FR0937
 FR0937  HISTORY     - Date     Condition        Report By
 FR0937  HISTORY     - 1962     MONUMENTED       AZHD
 FR0937
 FR0937                          STATION DESCRIPTION
 FR0937
 FR0937'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0937'STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF SELIGMAN,
 FR0937'ABOUT 0.2 MILE NORTH OF THE SELIGMAN-KINGMAN GRADED ROAD AND
 FR0937'AT TRANSMISSION POLES ON SOUTH SIDE OF HILL.
 FR0937'
 FR0937'TO REACH FROM THE POST OFFICE IN SELIGMAN, GO SOUTH 0.05 MILE
 FR0937'TO U.S. HIGHWAY 66, TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY
 FR0937'66 FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND CROSS
 FR0937'RAILROAD TRACKS AND GO WESTERLY ON MAIN ROAD FOR 5.7 MILES TO
 FR0937'FOOT OF A OVAL HILL STRAIGHT AHEAD, BEAR RIGHT FOLLOWING MAIN
 FR0937'ROAD WESTERLY FOR 1.9 MILES TO A SIDE ROAD LEFT, CONTINUE
 FR0937'WESTERLY FOLLOWING MAIN ROAD FOR 3.25 MILES TO ROAD FORK AND
 FR0937'SIGN DOBSON LIVESTOCK CO. FORT ROCK RANCH, KEEP RIGHT AND GO
 FR0937'WESTERLY ON MAIN ROAD FOR 1.4 MILES TO A TRACK ROAD RIGHT,
 FR0937'TURN SHARP RIGHT AND GO NORTHERLY KEEPING LEFT FORK OF TRACK
 FR0937'ROAD FOR 0.3 MILE TO TRANSMISSION LINE, TURN LEFT AND GO
 FR0937'WEST ON TRANSMISSION LINE ROAD UP STEEP HILL FOR 0.3 MILES
 FR0937'TO DOUBLE TRANSMISSION LINE POLES AND STATION.
 FR0937'
 FR0937'KA NO 7 (AHD), IS A ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0937'STATION BRONZE DISK STAMPED KA NO 7 1960, IS SET IN THE TOP OF A
 FR0937'8 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 FR0937'OF THE GROUND.  THE MARK IS 27 FEET EAST-NORTHEAST OF TRANSMISSION
 FR0937'POLE NO. 16-4, 26.7 FEET EAST-SOUTHEAST OF THE WITNESS POST
 FR0937'AND 6 FEET EAST OF A SMALL CAIRN.
 FR0937'
 FR0937'A TRAVERSE CONNECTION WAS MADE FROM STATION SIDE TO KA NO 7.
 FR0937'THE DISTANCE IS 23.43 FEET OR 7.140 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0466 ***********************************************************************
 FR0466  DESIGNATION -  KA 8
 FR0466  PID         -  FR0466
 FR0466  STATE/COUNTY-  AZ/YAVAPAI
 FR0466  USGS QUAD   -  YAMPAI SE (1981)
 FR0466
 FR0466                         *CURRENT SURVEY CONTROL
 FR0466  ___________________________________________________________________
 FR0466* NAD 83(1992)-  35 17 45.29236(N)    113 04 39.26868(W)     ADJUSTED  
 FR0466* NAVD 88     -      1771.804  (meters)    5812.99   (feet)  POSTED    
 FR0466  ___________________________________________________________________
 FR0466  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 FR0466  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FR0466  DYNAMIC HT  -        1769.430 (meters)    5805.20  (feet)  COMP
 FR0466  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 FR0466
 FR0466  HORZ ORDER  -  SECOND
 FR0466  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0466
 FR0466.The horizontal coordinates were established by classical geodetic methods
 FR0466.and adjusted by the National Geodetic Survey in August 1993.
 FR0466
 FR0466.The orthometric height was determined by differential leveling
 FR0466.and adjusted by the  in 1992.
 FR0466.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0466.was located on a no-check spur therefore a value was not computed.
 FR0466.No vertical observational check was made to the station.
 FR0466
 FR0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0466
 FR0466.The geoid height was determined by GEOID03.
 FR0466
 FR0466.The dynamic height is computed by dividing the NAVD 88
 FR0466.geopotential number by the normal gravity value computed on the
 FR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0466.degrees latitude (g = 980.6199 gals.).
 FR0466
 FR0466.The modeled gravity was interpolated from observed gravity values.
 FR0466
 FR0466;                    North         East     Units Scale Factor Converg.
 FR0466;SPC AZ C     -   477,018.773   107,773.914   MT  1.00003735   -0 40 15.0
 FR0466;SPC AZ C     - 1,565,022.22    353,588.96   iFT  1.00003735   -0 40 15.0
 FR0466;UTM  12      - 3,907,839.141   311,089.043   MT  1.00003982   -1 12 02.8
 FR0466
 FR0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0466!SPC AZ C     -   0.99972601  x   1.00003735  =   0.99976335
 FR0466!UTM  12      -   0.99972601  x   1.00003982  =   0.99976582
 FR0466
 FR0466                          SUPERSEDED SURVEY CONTROL
 FR0466
 FR0466  NAD 83(1986)-  35 17 45.29277(N)    113 04 39.26840(W) AD(       ) 2
 FR0466  NAD 27      -  35 17 45.27140(N)    113 04 36.58530(W) AD(       ) 2
 FR0466  NGVD 29 (??/??/92) 1770.88   (m)         5810.0    (f) COMPUTED    2 0
 FR0466
 FR0466.Superseded values are not recommended for survey control.
 FR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0466.See file dsdata.txt to determine how the superseded data were derived.
 FR0466
 FR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1108907839(NAD 83)
 FR0466_MARKER: DE = TRAVERSE STATION DISK
 FR0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0466_STAMPING: KA NO 8 1960
 FR0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0466+STABILITY: SURFACE MOTION
 FR0466
 FR0466  HISTORY     - Date     Condition        Report By
 FR0466  HISTORY     - 1962     MONUMENTED       AZHD
 FR0466  HISTORY     - 1962     GOOD             NGS
 FR0466
 FR0466                          STATION DESCRIPTION
 FR0466
 FR0466'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0466'THE STATION IS LOCATED ABOUT 12 MILES WEST OF SELIGMAN, 1/4
 FR0466'MILE NORTH OF THE SELIGMAN-KINGMAN DIRT ROAD AND ON A LOW
 FR0466'TIMBERED RIDGE WHERE POWER LINE CROSSES.
 FR0466'
 FR0466'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO SOUTH
 FR0466'0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 66, TURN RIGHT,
 FR0466'GO WEST-NORTHWEST ON U.S. HIGHWAY 66 FOR 2.9 MILES TO A SIDE
 FR0466'ROAD LEFT, TURN LEFT, CROSS RAILROAD TRACKS AND GO WEST ON
 FR0466'THE MAIN GRADED DIRT ROAD FOR 7.6 MILES TO A TRACK ROAD LEFT,
 FR0466'CONTINUE WESTERLY ON MAIN GRADED DIRT ROAD FOR 2.5 MILE TO
 FR0466'TOP OF A SMALL RIDGE, A SIDE ROAD RIGHT AND A TRIANGLE BLAZED
 FR0466'TREE ON THE RIGHT.  TURN RIGHT, FOLLOW DIM TRACK ROAD NORTH
 FR0466'THROUGH THE TIMBER FOR 0.4 MILE TO THE STATION ON THE NORTH
 FR0466'SIDE OF POWER LINE RIGHT-OF-WAY .
 FR0466'
 FR0466'STATION IS MARKED BY AN ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0466'STATION BRONZE DISK SET IN TOP OF A 6-INCH SQUARE CONCRETE
 FR0466'POST WHICH PROJECTS 2-INCHES AND IS STAMPED KA NO 8 1960.
 FR0466'THE MARK IS 34 FEET NORTHEAST OF THE NORTH ONE OF DOUBLE
 FR0466'POWER LINE POLES AND 25.3 FEET SOUTH OF A WITNESS POST.
 FR0466'
 FR0466'A TRAVERSE CONNECTION WAS MADE TO STATION HAWK AND THE DISTANCE
 FR0466'IS 15.66 FEET OR 4.774 METERS.
 FR0466
 FR0466                          STATION RECOVERY (1962)
 FR0466
 FR0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0466'13.0 MI W FROM SELIGMAN.
 FR0466'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0466'ITS STATION AT SELIGMAN, THENCE 9.55 MILES WEST ALONG A GRAVEL ROAD,
 FR0466'THENCE 0.45 MILE NORTHEAST ALONG A TRACK ROAD TO A POWER LINE, 34.5
 FR0466'FEET NORTHEAST OF THE NORTH ONE OF A DOUBLE POWER POLE, 15.6 FEET
 FR0466'SOUTH OF TRAVERSE STATION HAWK, 25.3 FEET SOUTH OF A METAL WITNESS
 FR0466'POST, AND IS A A.H.D. TRAVERSE STATION DISK SET IN TOP OF A CONCRETE
 FR0466'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0936 ***********************************************************************
 FR0936  DESIGNATION -  KA 9
 FR0936  PID         -  FR0936
 FR0936  STATE/COUNTY-  AZ/YAVAPAI
 FR0936  USGS QUAD   -  YAMPAI SE (1981)
 FR0936
 FR0936                         *CURRENT SURVEY CONTROL
 FR0936  ___________________________________________________________________
 FR0936* NAD 83(1992)-  35 17 54.60673(N)    113 01 03.97463(W)     ADJUSTED  
 FR0936* NAVD 88     -      1765.     (meters)    5791.     (feet)  SCALED    
 FR0936  ___________________________________________________________________
 FR0936  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 FR0936  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FR0936  HORZ ORDER  -  SECOND
 FR0936
 FR0936.The horizontal coordinates were established by classical geodetic methods
 FR0936.and adjusted by the National Geodetic Survey in August 1993.
 FR0936
 FR0936.The orthometric height was scaled from a topographic map.
 FR0936
 FR0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0936
 FR0936.The geoid height was determined by GEOID03.
 FR0936
 FR0936;                    North         East     Units Scale Factor Converg.
 FR0936;SPC AZ C     -   477,243.767   113,216.575   MT  1.00002355   -0 38 10.7
 FR0936;SPC AZ C     - 1,565,760.39    371,445.46   iFT  1.00002355   -0 38 10.7
 FR0936;UTM  12      - 3,908,013.784   316,533.535   MT  1.00001483   -1 09 58.6
 FR0936
 FR0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0936!SPC AZ C     -   0.99972708  x   1.00002355  =   0.99975062
 FR0936!UTM  12      -   0.99972708  x   1.00001483  =   0.99974190
 FR0936
 FR0936                          SUPERSEDED SURVEY CONTROL
 FR0936
 FR0936  NAD 83(1986)-  35 17 54.60707(N)    113 01 03.97376(W) AD(       ) 2
 FR0936  NAD 27      -  35 17 54.58620(N)    113 01 01.30230(W) AD(       ) 2
 FR0936
 FR0936.Superseded values are not recommended for survey control.
 FR0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0936.See file dsdata.txt to determine how the superseded data were derived.
 FR0936
 FR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1653408014(NAD 83)
 FR0936_MARKER: DE = TRAVERSE STATION DISK
 FR0936_SETTING: 66 = SET IN ROCK OUTCROP
 FR0936_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FR0936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0936+STABILITY: POSITION/ELEVATION WELL
 FR0936
 FR0936  HISTORY     - Date     Condition        Report By
 FR0936  HISTORY     - 1962     MONUMENTED       AZHD
 FR0936
 FR0936                          STATION DESCRIPTION
 FR0936
 FR0936'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 FR0936'THE STATION IS LOCATED ABOUT 8 MILES WEST OF SELIGMAN, 5 MILES
 FR0936'SOUTHWEST OF U.S. HIGHWAY 66 AND IN THE APPROXIMATE CENTER OF
 FR0936'A SMALL OVAL HILL.
 FR0936'
 FR0936'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0936'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 66, TURN RIGHT AND GO
 FR0936'NORTHWEST OF U.S. HIGHWAY 66 FOR 2.9 MILES TO A SIDE ROAD LEFT,
 FR0936'TURN LEFT, CROSSING RAILROAD TRACKS AND GO WESTERLY ON
 FR0936'BLADED ROAD FOR 5.8 MILES TO A PIPE LINE, CONTINUE WEST FOR
 FR0936'0.35 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO SOUTHERLY
 FR0936'AROUND WEST SIDE OF A HILL, THENCE EAST FOR 0.45 MILE TO A
 FR0936'SMALL SADDLE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 FR0936'NORTHERLY TO TOP OF HILL AND STATION.  (15 MINUTE PACK)
 FR0936'
 FR0936'STATION IS MARKED BY AN ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0936'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 FR0936'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED KA NO
 FR0936'9 1960.  THE MARK IS 25.5 FEET NORTHEST OF A SMALL TREE AND
 FR0936'7.2 FEET SOUTH OF A WITNESS POST.
 FR0936'
 FR0936'A TRAVERSE CONNECTION WAS MADE FROM STATION BUTTE TO KA NO.
 FR0936'9 (AHD).  IT IS 18.37 FEET OR 5.598 METERS SOUTHEAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0963 ***********************************************************************
 FR0963  DESIGNATION -  KABBA
 FR0963  PID         -  FR0963
 FR0963  STATE/COUNTY-  AZ/MOHAVE
 FR0963  USGS QUAD   -  BOTTLENECK WASH (1980)
 FR0963
 FR0963                         *CURRENT SURVEY CONTROL
 FR0963  ___________________________________________________________________
 FR0963* NAD 83(1992)-  35 06 47.36768(N)    113 40 55.05751(W)     ADJUSTED  
 FR0963* NAVD 88     -      1069.0    (meters)    3507.     (feet)  VERTCON   
 FR0963  ___________________________________________________________________
 FR0963  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FR0963  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FR0963  HORZ ORDER  -  SECOND
 FR0963
 FR0963.The horizontal coordinates were established by classical geodetic methods
 FR0963.and adjusted by the National Geodetic Survey in August 1993.
 FR0963
 FR0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0963
 FR0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0963
 FR0963.The geoid height was determined by GEOID03.
 FR0963
 FR0963;                    North         East     Units Scale Factor Converg.
 FR0963;SPC AZ W     -   456,144.181   219,562.233   MT  0.99993381   +0 02 20.9
 FR0963;SPC AZ W     - 1,496,536.03    720,348.53   iFT  0.99993381   +0 02 20.9
 FR0963;UTM  12      - 3,888,883.854   255,573.623   MT  1.00033637   -1 32 36.3
 FR0963
 FR0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0963!SPC AZ W     -   0.99983662  x   0.99993381  =   0.99977044
 FR0963!UTM  12      -   0.99983662  x   1.00033637  =   1.00017293
 FR0963
 FR0963|---------------------------------------------------------------------|
 FR0963| PID    Reference Object                     Distance      Geod. Az  |
 FR0963|                                                           dddmmss.s |
 FR0963| CH2599 KABBA RM 1                            8.985 METERS 12605     |
 FR0963| CH2600 KABBA RM 2                            8.282 METERS 30611     |
 FR0963| CH2598 KABBA AZ MK                                        3082936.5 |
 FR0963|---------------------------------------------------------------------|
 FR0963
 FR0963                          SUPERSEDED SURVEY CONTROL
 FR0963
 FR0963  NAD 83(1986)-  35 06 47.36892(N)    113 40 55.06098(W) AD(       ) 2
 FR0963  NAD 27      -  35 06 47.34920(N)    113 40 52.26610(W) AD(       ) 2
 FR0963  NGVD 29 (07/19/86) 1068.2    (m)         3505.     (f) VERT ANG    3  
 FR0963
 FR0963.Superseded values are not recommended for survey control.
 FR0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0963.See file dsdata.txt to determine how the superseded data were derived.
 FR0963
 FR0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5557488884(NAD 83)
 FR0963_MARKER: DS = TRIANGULATION STATION DISK
 FR0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0963+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 FR0963
 FR0963  HISTORY     - Date     Condition        Report By
 FR0963  HISTORY     - 1962     MONUMENTED       CGS
 FR0963  HISTORY     - 1979     GOOD             AZDT
 FR0963  HISTORY     - 20080301 GOOD             GEOCAC
 FR0963
 FR0963                          STATION DESCRIPTION
 FR0963
 FR0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0963'THE STATION IS LOCATED ABOUT 23 MILES EAST OF KINGMAN, 1-1/2
 FR0963'MILES WEST OF THE JUNCTION OF STATE HIGHWAY 93 AND HACKBERRY ROAD
 FR0963'AND IS ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 93.
 FR0963'
 FR0963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FR0963'STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO EASTERLY
 FR0963'ON STATE HIGHWAY 93 FOR 20.85 MILES TO MILE POST 94, CONTINUE
 FR0963'EAST FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST
 FR0963'FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 FR0963'
 FR0963'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP
 FR0963'OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS
 FR0963'STAMPED KABBA 1962.  THE MARK IS 38 FEET SOUTH OF THE CENTER OF
 FR0963'STATE HIGHWAY 93 AND 3.2 FEET SOUTH OF A WITNESS POST.
 FR0963'
 FR0963'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 FR0963'SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS STAMPED KABBA
 FR0963'NO 1 1962.  THE MARK IS 38 FEET SOUTH OF THE CENTER OF STATE
 FR0963'HIGHWAY 93 AND 29.5 FEET EAST-SOUTHEAST OF A WITNESS POST.
 FR0963'
 FR0963'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 FR0963'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5-INCHES AND IS STAMPED
 FR0963'KABBA NO 2 1962.  THE MARK IS 38 FEET SOUTH OF THE CENTER OF
 FR0963'STATE HIGHWAY 93 AND 27.4 FEET WEST OF A WITNESS POST.
 FR0963'
 FR0963'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH
 FR0963'SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS STAMPED KABBA
 FR0963'1962.  THE MARK IS 39 FEET NORTH OF THE CENTER OF STATE HIGHWAY 93
 FR0963'AND 2.5 FEET NORTH OF A WITNESS POST.
 FR0963
 FR0963                          STATION RECOVERY (1979)
 FR0963
 FR0963'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 FR0963'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 FR0963'FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED FOR ANGLES ON
 FR0963'DISTANCES AT THIS TIME.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0963'
 FR0963'TO REACH THE STATION FROM THE JUNCTION OF I40 AND U.S. 93 WHICH IS 20
 FR0963'MILES EAST OF KINGMAN, TRAVEL SOUTH ALONG U.S. 93 FOR 4.5 MILES TO A
 FR0963'GATE ON THE RIGHT (OLD HWY.).  PASS THROUGH THE GATE AND TRAVEL NORTH
 FR0963'WEST FOR 0.9 MILE TO THE STATION ON THE LEFT.
 FR0963
 FR0963                          STATION RECOVERY (2008)
 FR0963
 FR0963'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0255 ***********************************************************************
 GQ0255  DESIGNATION -  KAI
 GQ0255  PID         -  GQ0255
 GQ0255  STATE/COUNTY-  AZ/COCONINO
 GQ0255  USGS QUAD   -  CANE (1988)
 GQ0255
 GQ0255                         *CURRENT SURVEY CONTROL
 GQ0255  ___________________________________________________________________
 GQ0255* NAD 83(1992)-  36 36 57.67385(N)    112 00 34.98091(W)     ADJUSTED  
 GQ0255* NAVD 88     -      1858.7    (meters)    6098.     (feet)  VERTCON   
 GQ0255  ___________________________________________________________________
 GQ0255  LAPLACE CORR-         -12.37  (seconds)                    DEFLEC99
 GQ0255  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 GQ0255  HORZ ORDER  -  THIRD
 GQ0255
 GQ0255.The horizontal coordinates were established by classical geodetic methods
 GQ0255.and adjusted by the National Geodetic Survey in August 1993.
 GQ0255
 GQ0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0255
 GQ0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0255
 GQ0255.The geoid height was determined by GEOID03.
 GQ0255
 GQ0255;                    North         East     Units Scale Factor Converg.
 GQ0255;SPC AZ C     -   622,866.632   205,036.811   MT  0.99990085   -0 03 19.8
 GQ0255;SPC AZ C     - 2,043,525.70    672,692.95   iFT  0.99990085   -0 03 19.8
 GQ0255;UTM  12      - 4,052,752.221   409,708.263   MT  0.99970044   -0 36 08.2
 GQ0255
 GQ0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0255!SPC AZ C     -   0.99971186  x   0.99990085  =   0.99961274
 GQ0255!UTM  12      -   0.99971186  x   0.99970044  =   0.99941239
 GQ0255
 GQ0255:                Primary Azimuth Mark                     Grid Az
 GQ0255:SPC AZ C     -  JACOB RESET                              014 36 42.3
 GQ0255:UTM  12      -  JACOB RESET                              015 09 30.7
 GQ0255
 GQ0255|---------------------------------------------------------------------|
 GQ0255| PID    Reference Object                     Distance      Geod. Az  |
 GQ0255|                                                           dddmmss.s |
 GQ0255| GP0527 JACOB RESET                         APPROX.16.9 KM 0143322.5 |
 GQ0255|---------------------------------------------------------------------|
 GQ0255
 GQ0255                          SUPERSEDED SURVEY CONTROL
 GQ0255
 GQ0255  NAD 83(1986)-  36 36 57.67137(N)    112 00 34.97763(W) AD(       ) 3
 GQ0255  NGVD 29 (05/08/89) 1857.7    (m)         6095.     (f) VERT ANG    3  
 GQ0255
 GQ0255.Superseded values are not recommended for survey control.
 GQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0255.See file dsdata.txt to determine how the superseded data were derived.
 GQ0255
 GQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0970852752(NAD 83)
 GQ0255_MARKER: DD = SURVEY DISK
 GQ0255_SETTING: 80 = SET IN A BOULDER
 GQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0255+STABILITY: SURFACE MOTION
 GQ0255
 GQ0255  HISTORY     - Date     Condition        Report By
 GQ0255  HISTORY     - 1953     MONUMENTED       USGS
 GQ0255
 GQ0255                          STATION DESCRIPTION
 GQ0255
 GQ0255'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GQ0255'LOCATED ABOUT 7 MI S. OF U.S. HWY. 89, ABOUT 1.5 MI W. OF EAST
 GQ0255'BOUNDARY OF KAIBAB NATIONAL FOREST.  ABOUT 1000 FT ABOVE ELEVATION
 GQ0255'OF HOUSEROCK VALLEY, ON SIDE HILL, AT HIGHEST PART OF BARE,
 GQ0255'ROUNDED KNOLL.
 GQ0255'
 GQ0255'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GQ0255'89, DRIVE 6.1 MI E. TO T-RD. S. WITH SIGN (BUFFALO RANCH 21 MI).
 GQ0255'TURN RIGHT AND DRIVE 6.2 MI TO DIM TRACK RD. LEADING W.  FOLLOW
 GQ0255'TRACK RD. ABOUT 4 MI W. TO FOOT OF BARE KNOLL.  PACK ABOUT 0.5 MI
 GQ0255'TO TOP AND STATION.
 GQ0255'
 GQ0255'STATION MARK--STANDARD TABLET STAMPED---KAI 1953---, CEMENTED IN
 GQ0255'LARGE BOULDER FLUSH WITH GROUND.
 GQ0255'
 GQ0255'RM 1--COPPER NAIL AND WASHER IN 8-INCH PINON TREE.
 GQ0255'
 GQ0255'RM 2--COPPER NAIL AND WASHER IN 10-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1020 ***********************************************************************
 ET1020  DESIGNATION -  KAISER
 ET1020  PID         -  ET1020
 ET1020  STATE/COUNTY-  AZ/MOHAVE
 ET1020  USGS QUAD   -  KAISER SPRING (1980)
 ET1020
 ET1020                         *CURRENT SURVEY CONTROL
 ET1020  ___________________________________________________________________
 ET1020* NAD 83(1992)-  34 33 39.22052(N)    113 27 42.44672(W)     ADJUSTED  
 ET1020* NAVD 88     -       820.6    (meters)    2692.     (feet)  VERTCON   
 ET1020  ___________________________________________________________________
 ET1020  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 ET1020  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 ET1020  HORZ ORDER  -  SECOND
 ET1020
 ET1020.The horizontal coordinates were established by classical geodetic methods
 ET1020.and adjusted by the National Geodetic Survey in August 1993.
 ET1020
 ET1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1020
 ET1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1020
 ET1020.The geoid height was determined by GEOID03.
 ET1020
 ET1020;                    North         East     Units Scale Factor Converg.
 ET1020;SPC AZ W     -   394,917.142   239,808.147   MT  0.99994195   +0 09 48.6
 ET1020;SPC AZ W     - 1,295,659.91    786,772.14   iFT  0.99994195   +0 09 48.6
 ET1020;UTM  12      - 3,827,103.283   274,139.108   MT  1.00022882   -1 23 49.6
 ET1020
 ET1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1020!SPC AZ W     -   0.99987578  x   0.99994195  =   0.99981774
 ET1020!UTM  12      -   0.99987578  x   1.00022882  =   1.00010457
 ET1020
 ET1020|---------------------------------------------------------------------|
 ET1020| PID    Reference Object                     Distance      Geod. Az  |
 ET1020|                                                           dddmmss.s |
 ET1020| CH2601 KAISER RM 1                          10.392 METERS 02146     |
 ET1020| CH2602 KAISER RM 2                          10.401 METERS 09146     |
 ET1020| ET1104 TRANS                               APPROX. 6.0 KM 3063251.9 |
 ET1020|---------------------------------------------------------------------|
 ET1020
 ET1020                          SUPERSEDED SURVEY CONTROL
 ET1020
 ET1020  NAD 83(1986)-  34 33 39.21976(N)    113 27 42.45383(W) AD(       ) 2
 ET1020  NAD 27      -  34 33 39.15993(N)    113 27 39.71325(W) AD(       ) 2
 ET1020  NGVD 29 (07/19/86)  819.9    (m)         2690.     (f) VERT ANG    3  
 ET1020
 ET1020.Superseded values are not recommended for survey control.
 ET1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1020.See file dsdata.txt to determine how the superseded data were derived.
 ET1020
 ET1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7413927103(NAD 83)
 ET1020_MARKER: DD = SURVEY DISK
 ET1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1020+STABILITY: SURFACE MOTION
 ET1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1020+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 ET1020
 ET1020  HISTORY     - Date     Condition        Report By
 ET1020  HISTORY     - 1980     MONUMENTED       AZDT
 ET1020  HISTORY     - 20061006 GOOD             GEOCAC
 ET1020
 ET1020                          STATION DESCRIPTION
 ET1020
 ET1020'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1020'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF BAGDAD, 13 MILES
 ET1020'SOUTHEAST OF WIKIEUP AND 0.25 MILE WEST OF US HIGHWAY 93.
 ET1020'
 ET1020'THE STATION MARK IS AN ADOT DISK STAMPED KAISER 1980.  IT IS SET IN
 ET1020'TOP OF A CONCRETE MONUMENT 3 FEET EAST OF THE WITNESS POST.  THE
 ET1020'STATION IS ON THE LEFT OF THE GATE AND NEAR THE FENCE LINE.
 ET1020'
 ET1020'REFERENCE MARK 1 IS AN ADOT DISK STAMPED KAISER RM 1 1980.  IT IS SET
 ET1020'IN TOP OF A CONCRETE MONUMENT.
 ET1020'
 ET1020'REFERENCE MARK 2 IS AN ADOT DISK STAMPED KAISER RM 2 1980.  IT IS SET
 ET1020'IN TOP OF A CONCRETE MONUMENT.
 ET1020'
 ET1020'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTHEAST
 ET1020'ALONG US HIGHWAY 93 FOR 13.53 MILES TO A HIGHWAY CUT ON A CURVE AT THE
 ET1020'CREST OF A HILL THAT DROPS DOWN TO BURRO CREEK.  TURN RIGHT AT SOUTH
 ET1020'END OF CUT AND GO THROUGH GATE IN RIGHT OF FENCELINE AND TRAVEL UP
 ET1020'RIDGE 0.25 MILE TO A FENCE WITH A LOCKED GATE.  THE STATION IS LEFT OF
 ET1020'THE GATE NEAR THE FENCE.
 ET1020
 ET1020                          STATION RECOVERY (2006)
 ET1020
 ET1020'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET1020'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET1020'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 ET1020'THE WITNESS POST NEAR THE STATION MARK HAS BEEN REMOVED AND THE METAL
 ET1020'WITNESS SIGN HAS BEEN TIED TO A PALO VERDE TREE. THE STATION MARK IS
 ET1020'NOW 35.5 FEET SOUTH OF THE WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1487 ***********************************************************************
 DA1487  DESIGNATION -  KAKA
 DA1487  PID         -  DA1487
 DA1487  STATE/COUNTY-  AZ/PIMA
 DA1487  USGS QUAD   -  WEST OF VENTANA (1990)
 DA1487
 DA1487                         *CURRENT SURVEY CONTROL
 DA1487  ___________________________________________________________________
 DA1487* NAD 83(1992)-  32 28 55.72784(N)    112 19 37.14083(W)     ADJUSTED  
 DA1487* NAVD 88     -       815.7    (meters)    2676.     (feet)  VERTCON   
 DA1487  ___________________________________________________________________
 DA1487  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DA1487  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA1487  HORZ ORDER  -  SECOND
 DA1487
 DA1487.The horizontal coordinates were established by classical geodetic methods
 DA1487.and adjusted by the National Geodetic Survey in August 1993.
 DA1487
 DA1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1487
 DA1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1487
 DA1487.The geoid height was determined by GEOID03.
 DA1487
 DA1487;                    North         East     Units Scale Factor Converg.
 DA1487;SPC AZ C     -   164,401.575   174,795.847   MT  0.99991833   -0 13 13.3
 DA1487;SPC AZ C     -   539,375.25    573,477.19   iFT  0.99991833   -0 13 13.3
 DA1487;UTM  12      - 3,594,655.542   375,314.890   MT  0.99979171   -0 42 45.8
 DA1487
 DA1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1487!SPC AZ C     -   0.99987675  x   0.99991833  =   0.99979509
 DA1487!UTM  12      -   0.99987675  x   0.99979171  =   0.99966849
 DA1487
 DA1487|---------------------------------------------------------------------|
 DA1487| PID    Reference Object                     Distance      Geod. Az  |
 DA1487|                                                           dddmmss.s |
 DA1487| CH5793 KAKA RM 1                             9.257 METERS 03037     |
 DA1487| CH5792 KAKA AZ MK                                         0851107.6 |
 DA1487| CH5794 KAKA RM 2                             6.856 METERS 16434     |
 DA1487|---------------------------------------------------------------------|
 DA1487
 DA1487                          SUPERSEDED SURVEY CONTROL
 DA1487
 DA1487  NAD 83(1986)-  32 28 55.71748(N)    112 19 37.14127(W) AD(       ) 2
 DA1487  NAD 27      -  32 28 55.50200(N)    112 19 34.62900(W) AD(       ) 2
 DA1487  NGVD 29 (07/19/86)  815.0    (m)         2674.     (f) VERT ANG    3  
 DA1487
 DA1487.Superseded values are not recommended for survey control.
 DA1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1487.See file dsdata.txt to determine how the superseded data were derived.
 DA1487
 DA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7531594656(NAD 83)
 DA1487_MARKER: DS = TRIANGULATION STATION DISK
 DA1487_SETTING: 80 = SET IN A BOULDER
 DA1487_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1487
 DA1487  HISTORY     - Date     Condition        Report By
 DA1487  HISTORY     - 1936     MONUMENTED       CGS
 DA1487  HISTORY     - 1972     GOOD             AZHD
 DA1487
 DA1487                          STATION DESCRIPTION
 DA1487
 DA1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1487'ON THE SOUTHWEST AND HIGHEST POINT OF A LOW, BLACK, LAVA RANGE
 DA1487'THAT EXTENDS TO THE SOUTHWARD FROM THE INDIAN VILLAGE OF
 DA1487'KAKA.  IT IS ABOUT 2 MILES, AIR LINE, SOUTH OF KAKA, ABOUT 5
 DA1487'MILES, AIR LINE, WEST-NORTHWEST OF VENTANA AND ABOUT 21 MILES,
 DA1487'AIR LINE, NORTHWEST OF SANTA ROSA.  MARKED BY A STANDARD
 DA1487'BRONZE DISK.  REFERENCE MARK NO. 1,
 DA1487'A STANDARD BRONZE REFERENCE DISK, IS 9.257 METERS
 DA1487'(30.37 FEET) FROM STATION N 30 DEG 37 MIN E.
 DA1487'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1487'IS 6.856 METERS (22.49 FEET) FROM STATION S 34
 DA1487'DEG 34 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1487'IS ON THE FIRST HILL TO THE EAST OF THE STATION, ABOUT 75
 DA1487'YARDS SOUTH OF THE NORTH RIM OF THE HILL AND ONE-FOURTH
 DA1487'MILE FROM STATION N 85 DEG 11 MIN E.
 DA1487
 DA1487                          STATION RECOVERY (1972)
 DA1487
 DA1487'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1487'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1487'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1487'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0324 ***********************************************************************
 GQ0324  DESIGNATION -  KANAB
 GQ0324  PID         -  GQ0324
 GQ0324  STATE/COUNTY-  AZ/COCONINO
 GQ0324  USGS QUAD   -  FREDONIA (1988)
 GQ0324
 GQ0324                         *CURRENT SURVEY CONTROL
 GQ0324  ___________________________________________________________________
 GQ0324* NAD 83(1992)-  36 54 07.04573(N)    112 31 50.76357(W)     ADJUSTED  
 GQ0324* NAVD 88     -      1460.8    (meters)    4793.     (feet)  VERTCON   
 GQ0324  ___________________________________________________________________
 GQ0324  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GQ0324  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 GQ0324  HORZ ORDER  -  SECOND
 GQ0324
 GQ0324.The horizontal coordinates were established by classical geodetic methods
 GQ0324.and adjusted by the National Geodetic Survey in November 1997.
 GQ0324
 GQ0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0324
 GQ0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0324
 GQ0324.The geoid height was determined by GEOID03.
 GQ0324
 GQ0324;                    North         East     Units Scale Factor Converg.
 GQ0324;SPC AZ C     -   654,766.817   158,632.920   MT  0.99993689   -0 22 07.5
 GQ0324;SPC AZ C     - 2,148,185.10    520,449.21   iFT  0.99993689   -0 22 07.5
 GQ0324;SPC AZ W     -   655,306.785   322,020.156   MT  1.00007874   +0 43 55.8
 GQ0324;SPC AZ W     - 2,149,956.64  1,056,496.57   iFT  1.00007874   +0 43 55.8
 GQ0324;SPC UT S     - 3,026,620.054   408,127.516   MT  1.00006885   -0 37 53.5
 GQ0324;UTM  12      - 4,085,090.317   363,619.071   MT  0.99982914   -0 55 09.4
 GQ0324
 GQ0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0324!SPC AZ C     -   0.99977430  x   0.99993689  =   0.99971121
 GQ0324!SPC AZ W     -   0.99977430  x   1.00007874  =   0.99985303
 GQ0324!SPC UT S     -   0.99977430  x   1.00006885  =   0.99984314
 GQ0324!UTM  12      -   0.99977430  x   0.99982914  =   0.99960348
 GQ0324
 GQ0324|---------------------------------------------------------------------|
 GQ0324| PID    Reference Object                     Distance      Geod. Az  |
 GQ0324|                                                           dddmmss.s |
 GQ0324| CH2604 KANAB RM 1                            9.624 METERS 07057     |
 GQ0324| CH2605 KANAB RM 2                           10.320 METERS 24617     |
 GQ0324| GQ0323 KANAB SOUTH CAIRN                     5.440 METERS 32608     |
 GQ0324| CH2603 KANAB AZ MK                                        3432600.9 |
 GQ0324|---------------------------------------------------------------------|
 GQ0324
 GQ0324                          SUPERSEDED SURVEY CONTROL
 GQ0324
 GQ0324  NAD 83(1992)-  36 54 07.04517(N)    112 31 50.76401(W) AD(       ) 2
 GQ0324  NAD 83(1986)-  36 54 07.04297(N)    112 31 50.75981(W) AD(       ) 2
 GQ0324  NAD 27      -  36 54 07.08600(N)    112 31 48.05200(W) AD(       ) 2
 GQ0324  NGVD 29 (07/19/86) 1459.9    (m)         4790.     (f) VERT ANG    3  
 GQ0324
 GQ0324.Superseded values are not recommended for survey control.
 GQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0324.See file dsdata.txt to determine how the superseded data were derived.
 GQ0324
 GQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6361985090(NAD 83)
 GQ0324_MARKER: DS = TRIANGULATION STATION DISK
 GQ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0324
 GQ0324  HISTORY     - Date     Condition        Report By
 GQ0324  HISTORY     - 1953     MONUMENTED       CGS
 GQ0324  HISTORY     - 1974     GOOD             LAWPC
 GQ0324
 GQ0324                          STATION DESCRIPTION
 GQ0324
 GQ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0324'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF FREDONIA, ABOUT
 GQ0324'2 MILES WEST OF U.S. HIGHWAY 89, ABOUT 1-1/2 MILES EAST OF
 GQ0324'KANAB CREEK, ON THE SOUTH EDGE OF AN EAST-WEST RIDGE THAT
 GQ0324'SLOPES SLIGHTLY DOWNWARD TO THE WEST, SLIGHTLY UPWARD TO THE
 GQ0324'EAST AND DROPS ABRUPTLY FOR APPROXIMATELY 100 FEET ON THE
 GQ0324'SOUTH.
 GQ0324'
 GQ0324'REACHED FROM THE ARIZONA INSPECTION STATION IN FREDONIA BY
 GQ0324'DRIVING SOUTHEAST ALONG U.S. HIGHWAY 89 FOR 0.7 MILE TO A DIRT
 GQ0324'ROAD RIGHT.  TURN RIGHT AND GO ABOUT 40 YARDS TO A WIRE GATE.
 GQ0324'PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.7 MILE
 GQ0324'TO A FORK AT A WIRE GATE ON RIGHT.  TAKE THE RIGHT FORK, PASS
 GQ0324'THROUGH THE GATE, AND CONTINUE FOR 0.2 MILE TO A FORK.  TAKE
 GQ0324'THE LEFT FORK, WEST, AND CONTINUE FOR 0.15 MILE TO A FORK.
 GQ0324'TAKE THE LEFT FORK AND CONTINUE 0.2 MILE TO A FORK AT A FENCE
 GQ0324'CORNER.  TAKE THE RIGHT FORK AND FOLLOW THE FENCE SOUTHWEST
 GQ0324'FOR 0.3 MILE TO A T-ROAD LEFT AT A T-FENCE JUNCTION ON THE
 GQ0324'RIGHT.  TURN SHARP LEFT, SOUTH, AND FOLLOW A TRACK ROAD FOR
 GQ0324'1.15 MILES TO THE TOP OF A LOW RIDGE AND THE AZIMUTH MARK AS
 GQ0324'DESCRIBED BELOW.  CONTINUE ON TRACK ROAD FOR 0.35 MILE TO
 GQ0324'A WIRE GATE.  PASS THROUGH GATE, THENCE TURN LEFT, EASTERLY,
 GQ0324'AND FOLLOW A DIM TRACK ROAD FOR 0.3 MILE TO THE STATION.
 GQ0324'A DRIVE STATION.
 GQ0324'
 GQ0324'THE STATION IS 22 FEET NORTH OF THE SOUTH RIM OF THE RIDGE,
 GQ0324'18 FEET SOUTH-SOUTHEAST OF AN EIGHT-FOOT CAIRN.  IT IS A
 GQ0324'STANDARD DISK, STAMPED KANAB 1953, SET IN THE TOP OF A 12-INCH
 GQ0324'SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 GQ0324'GROUND SURFACE.
 GQ0324'
 GQ0324'REFERENCE MARK 1 IS APPROXIMATELY 6 INCHES HIGHER THAN THE
 GQ0324'STATION AND 9 FEET NORTH OF THE SOUTH RIM OF THE RIDGE.  IT
 GQ0324'IS A STANDARD DISK, STAMPED KANAB NO 1 1953, SET IN THE TOP
 GQ0324'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 GQ0324'ABOVE THE GROUND.
 GQ0324'
 GQ0324'REFERENCE MARK 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GQ0324'STATION AND 24 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE.
 GQ0324'IT IS A STANDARD DISK, STAMPED KANAB NO 2 1953, SET IN THE
 GQ0324'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 3
 GQ0324'INCHES ABOVE THE GROUND.
 GQ0324'
 GQ0324'THE AZIMUTH MARK IS 57 YARDS EAST OF THE TRACK ROAD AT A
 GQ0324'POINT WHERE THE ROAD PASSES OVER A LOW RIDGE AND 1 FOOT
 GQ0324'EAST-NORTHEAST OF A 4-INCH SQUARE WITNESS POST.  THE MARK
 GQ0324'IS A STANDARD DISK, STAMPED KANAB 1953, SET IN THE TOP OF A
 GQ0324'CONCRETE CYLINDER THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 GQ0324'GROUND.
 GQ0324
 GQ0324                          STATION RECOVERY (1974)
 GQ0324
 GQ0324'RECOVERY NOTE BY LA WTR AND PWR COMM 1974 (CER)
 GQ0324'KANAB 1953-EXCELLENT
 GQ0324'
 GQ0324'8 FT HIGH CAIRN 18 FT N.N.W.
 GQ0324'
 GQ0324'AZIMUTH MARK FND. GOOD CONDITION, NO WITNESS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0256 ***********************************************************************
 GQ0256  DESIGNATION -  KANAB POINT
 GQ0256  PID         -  GQ0256
 GQ0256  STATE/COUNTY-  AZ/MOHAVE
 GQ0256  USGS QUAD   -  KANAB POINT (1988)
 GQ0256
 GQ0256                         *CURRENT SURVEY CONTROL
 GQ0256  ___________________________________________________________________
 GQ0256* NAD 83(1992)-  36 24 15.88678(N)    112 39 07.54452(W)     ADJUSTED  
 GQ0256* NAVD 88     -      1762.20   (+/-2cm)    5781.5    (feet)  VERTCON   
 GQ0256  ___________________________________________________________________
 GQ0256  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 GQ0256  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 GQ0256  HORZ ORDER  -  THIRD
 GQ0256  VERT ORDER  -  THIRD ? (See Below)
 GQ0256
 GQ0256.The horizontal coordinates were established by classical geodetic methods
 GQ0256.and adjusted by the National Geodetic Survey in August 1993.
 GQ0256
 GQ0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0256.The vertical order pertains to the NGVD 29 superseded value.
 GQ0256
 GQ0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0256
 GQ0256.The geoid height was determined by GEOID03.
 GQ0256
 GQ0256;                    North         East     Units Scale Factor Converg.
 GQ0256;SPC AZ W     -   599,963.167   311,838.450   MT  1.00005278   +0 39 05.9
 GQ0256;SPC AZ W     - 1,968,383.09  1,023,092.03   iFT  1.00005278   +0 39 05.9
 GQ0256;UTM  12      - 4,030,073.041   351,858.362   MT  0.99987039   -0 58 50.4
 GQ0256
 GQ0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0256!SPC AZ W     -   0.99972717  x   1.00005278  =   0.99977994
 GQ0256!UTM  12      -   0.99972717  x   0.99987039  =   0.99959760
 GQ0256
 GQ0256:                Primary Azimuth Mark                     Grid Az
 GQ0256:SPC AZ W     -  CEDAR                                    265 42 35.9
 GQ0256:UTM  12      -  CEDAR                                    267 20 32.2
 GQ0256
 GQ0256|---------------------------------------------------------------------|
 GQ0256| PID    Reference Object                     Distance      Geod. Az  |
 GQ0256|                                                           dddmmss.s |
 GQ0256| GQ0244 CEDAR                               APPROX.17.1 KM 2662141.8 |
 GQ0256|---------------------------------------------------------------------|
 GQ0256
 GQ0256                          SUPERSEDED SURVEY CONTROL
 GQ0256
 GQ0256  NAD 83(1986)-  36 24 15.87975(N)    112 39 07.54123(W) AD(       ) 3
 GQ0256  NGVD 29 (05/08/89) 1761.36   (m)         5778.7    (f) LEVELING    3  
 GQ0256
 GQ0256.Superseded values are not recommended for survey control.
 GQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0256.See file dsdata.txt to determine how the superseded data were derived.
 GQ0256
 GQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5185830073(NAD 83)
 GQ0256_MARKER: DS = TRIANGULATION STATION DISK
 GQ0256_SETTING: 80 = SET IN A BOULDER
 GQ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0256+STABILITY: SURFACE MOTION
 GQ0256
 GQ0256  HISTORY     - Date     Condition        Report By
 GQ0256  HISTORY     - 1933     MONUMENTED       USGS
 GQ0256  HISTORY     - 1956     GOOD             USGS
 GQ0256
 GQ0256                          STATION DESCRIPTION
 GQ0256
 GQ0256'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0256'LOCATED ON HIGHEST PART OF KANAB POINT, NW. OF MOUTH OF KANAB
 GQ0256'CANYON, NEAR CENTER OF FLAT TOP OF POINT WHICH IS COVERED WITH
 GQ0256'SCATTERED GROWTH OF SCRUB JUNIPER AND PINON, 200 FT. W. OF
 GQ0256'EXTREME EASTERN POINT OF RIM, 3.5 FT. S. OF BASE OF SIGNAL TREE
 GQ0256'WHICH IS TALLEST TREE ON POINT.
 GQ0256'
 GQ0256'TO REACH FROM UPPER FINLEY TANK, GO THROUGH SAGEBRUSH VIA DIM
 GQ0256'SHEEPHERDERS RD.  OR FROM PHILLIPS TRIANGULATION STATION VIA DIM
 GQ0256'RD. S. NEAR RIM.
 GQ0256'
 GQ0256'STATION MARK--STANDARD TABLET STAMPED---KANAB PT 1933---, CEMENTED
 GQ0256'IN SQUARE-TOPPED, LIMESTONE ROCK EMBEDDED IN GROUND.
 GQ0256'
 GQ0256'RM 1--COPPER NAIL AND WASHER IN CENTER OF SMALL TRIANGULAR BLAZE
 GQ0256'ON LEANING PINON TREE.
 GQ0256'
 GQ0256'RM 2--COPPER NAIL AND WASHER IN SAWED KNOT NEAR BASE OF SMALL
 GQ0256'JUNIPER BUSH.
 GQ0256
 GQ0256                          STATION RECOVERY (1956)
 GQ0256
 GQ0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0256'RECOVERED IN GOOD CONDITION.
 GQ0256'
 GQ0256'TO REACH FROM FREDONIA, DRIVE 8.8 MI W. ON GRADED RD. TO RD.
 GQ0256'FORKS.  TAKE LEFT FORK 28.6 MI TO RD. FORKS.  TAKE LEFT FORK 3.6 MI
 GQ0256'TO TWIN TANKS.  DRIVE LEFT OF STOCK TANK AND CONTINUE 4.9 MI TO
 GQ0256'ROBINSON TANK.  GO 0.7 MI S. UP VALLEY TO RD. FORKS.  TAKE LEFT
 GQ0256'FORK 1.2 MI TO RD. FORKS.  TAKE RIGHT FORK 3.2 MI TO X-RDS. IN
 GQ0256'VALLEY, CONTINUE STRAIGHT AHEAD 0.9 MI TO FENCE LINE.  GO 1.3 MI
 GQ0256'E.  GO 1.3 MI S. ALONG TRACK RD. TO TRIANGULATION STATION
 GQ0256'PHILLIPS USGS ON LEFT, CONTINUE 4.6 MI S. TO REVERSE FORK AT
 GQ0256'BENCH MARK H 148, CONTINUE 1.3 MI SE. TO SOUTHEAST POINT OF
 GQ0256'PLATEAU AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0323 ***********************************************************************
 GQ0323  DESIGNATION -  KANAB SOUTH CAIRN
 GQ0323  PID         -  GQ0323
 GQ0323  STATE/COUNTY-  AZ/COCONINO
 GQ0323  USGS QUAD   -  FREDONIA (1988)
 GQ0323
 GQ0323                         *CURRENT SURVEY CONTROL
 GQ0323  ___________________________________________________________________
 GQ0323* NAD 83(1992)-  36 54 07.19227(N)    112 31 50.88601(W)     ADJUSTED  
 GQ0323* NAVD 88     -      1459.9    (meters)    4790.     (feet)  VERTCON   
 GQ0323  ___________________________________________________________________
 GQ0323  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GQ0323  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 GQ0323  HORZ ORDER  -  SECOND
 GQ0323
 GQ0323.The horizontal coordinates were established by classical geodetic methods
 GQ0323.and adjusted by the National Geodetic Survey in November 1997.
 GQ0323
 GQ0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0323
 GQ0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0323
 GQ0323.The geoid height was determined by GEOID03.
 GQ0323
 GQ0323;                    North         East     Units Scale Factor Converg.
 GQ0323;SPC AZ C     -   654,771.354   158,629.918   MT  0.99993689   -0 22 07.6
 GQ0323;SPC AZ C     - 2,148,199.98    520,439.36   iFT  0.99993689   -0 22 07.6
 GQ0323;UTM  12      - 4,085,094.882   363,616.113   MT  0.99982915   -0 55 09.5
 GQ0323
 GQ0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0323!SPC AZ C     -   0.99977444  x   0.99993689  =   0.99971135
 GQ0323!UTM  12      -   0.99977444  x   0.99982915  =   0.99960363
 GQ0323
 GQ0323:                Primary Azimuth Mark                     Grid Az
 GQ0323:SPC AZ C     -  SHINARUMP CAIRN                          047 15 12.0
 GQ0323:UTM  12      -  SHINARUMP CAIRN                          047 48 13.9
 GQ0323
 GQ0323|---------------------------------------------------------------------|
 GQ0323| PID    Reference Object                     Distance      Geod. Az  |
 GQ0323|                                                           dddmmss.s |
 GQ0323| GQ0288 SHINARUMP CAIRN                     APPROX.10.4 KM 0465304.4 |
 GQ0323|---------------------------------------------------------------------|
 GQ0323
 GQ0323                          SUPERSEDED SURVEY CONTROL
 GQ0323
 GQ0323  NAD 83(1992)-  36 54 07.19171(N)    112 31 50.88645(W) AD(       ) 2
 GQ0323  NAD 83(1986)-  36 54 07.18950(N)    112 31 50.88225(W) AD(       ) 2
 GQ0323  NAD 27      -  36 54 07.23300(N)    112 31 48.17400(W) AD(       ) 2
 GQ0323  NGVD 29 (05/08/89) 1459.0    (m)         4787.     (f) VERT ANG    3  
 GQ0323
 GQ0323.Superseded values are not recommended for survey control.
 GQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0323.See file dsdata.txt to determine how the superseded data were derived.
 GQ0323
 GQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6361685095(NAD 83)
 GQ0323_MARKER: V = STONE MONUMENT
 GQ0323_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GQ0323_SP_SET: OBJECT IMBEDDED IN GROUND
 GQ0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0323
 GQ0323  HISTORY     - Date     Condition        Report By
 GQ0323  HISTORY     - 1871     MONUMENTED       USGS
 GQ0323  HISTORY     - 1933     GOOD             USGS
 GQ0323  HISTORY     - 1953     GOOD             CGS
 GQ0323
 GQ0323                          STATION DESCRIPTION
 GQ0323
 GQ0323'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0323'RECOVERED IN GOOD CONDITION EXCEPT FOUND BASALT (OR MALAPAIS)
 GQ0323'ROCK IMBEDDED IN GROUND AND MARKED WITH CUT CROSS.  NO EVIDENCE
 GQ0323'OF ROCK MONUMENT OR WOOD TARGET.
 GQ0323'
 GQ0323'LOCATED 3 MI S. OF FREDONIA, 0.25 MI E. OF RD. LEADING S. FROM
 GQ0323'FREDONIA.
 GQ0323
 GQ0323                          STATION RECOVERY (1953)
 GQ0323
 GQ0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GQ0323'REACHED FROM THE ARIZ. INSPECTION STATION IN FREDONIA BY DRIVING SE
 GQ0323'ALONG U.S. HIGHWAY 89 FOR 0.7 MI. TO A DIRT RD. RIGHT.  TURN RIGHT
 GQ0323'AND GO ABOUT 40 YARDS TO A WIRE GATE, PASS THROUGH THE GATE AND
 GQ0323'CONTINUE SOUTHERLY FOR 0.7 MI. TO A FORK AT A WIRE GATE ON RIGHT.
 GQ0323'TAKE THE RIGHT FORK, PASS THROUGH THE GATE AND CONTINUE FOR 0.2 MI.
 GQ0323'TO A FORK.  TAKE THE LEFT FORK W. AND CONTINUE FOR 0.15 MI. TO A FORK.
 GQ0323'TAKE LEFT FORK AND CONTINUE 0.2 MI. TO A FORK AT A FENCE CORNER.  TAKE
 GQ0323'THE RIGHT FORK AND FOLLOW THE FENCE SW FOR 0.3 MI. TO A T-ROAD LEFT
 GQ0323'AT A T-FENCE JUNCTION ON THE RIGHT.  TURN SHARP LEFT, S AND FOLLOW
 GQ0323'A TRACK ROAD FOR 1.15 MI. TO THE TOP OF A LOW RIDGE.  CONTINUE ON
 GQ0323'TRACK ROAD FOR 0.35 MI. TO A WIRE GATE.  PASS THROUGH GATE THENCE TURN
 GQ0323'LEFT, EASTERLY, AND FOLLOW A DIM TRACK ROAD FOR 0.3 MI. TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0257 ***********************************************************************
 GQ0257  DESIGNATION -  KANABOWNITS LOT
 GQ0257  PID         -  GQ0257
 GQ0257  STATE/COUNTY-  AZ/COCONINO
 GQ0257  USGS QUAD   -  KANABOWNITS SPRING (1988)
 GQ0257
 GQ0257                         *CURRENT SURVEY CONTROL
 GQ0257  ___________________________________________________________________
 GQ0257* NAD 83(1992)-  36 17 23.52128(N)    112 12 44.79082(W)     ADJUSTED  
 GQ0257* NAVD 88     -      2512.9    (meters)    8244.     (feet)  VERTCON   
 GQ0257  ___________________________________________________________________
 GQ0257  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 GQ0257  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GQ0257  HORZ ORDER  -  THIRD
 GQ0257
 GQ0257.The horizontal coordinates were established by classical geodetic methods
 GQ0257.and adjusted by the National Geodetic Survey in August 1993.
 GQ0257
 GQ0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0257
 GQ0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0257
 GQ0257.The geoid height was determined by GEOID03.
 GQ0257
 GQ0257;                    North         East     Units Scale Factor Converg.
 GQ0257;SPC AZ C     -   586,714.396   186,792.371   MT  0.99990869   -0 10 30.2
 GQ0257;SPC AZ C     - 1,924,916.00    612,835.86   iFT  0.99990869   -0 10 30.2
 GQ0257;UTM  12      - 4,016,781.595   391,124.334   MT  0.99974605   -0 43 03.6
 GQ0257
 GQ0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0257!SPC AZ C     -   0.99960924  x   0.99990869  =   0.99951797
 GQ0257!UTM  12      -   0.99960924  x   0.99974605  =   0.99935539
 GQ0257
 GQ0257:                Primary Azimuth Mark                     Grid Az
 GQ0257:SPC AZ C     -  7555                                     268 59 43.1
 GQ0257:UTM  12      -  7555                                     269 32 16.5
 GQ0257
 GQ0257|---------------------------------------------------------------------|
 GQ0257| PID    Reference Object                     Distance      Geod. Az  |
 GQ0257|                                                           dddmmss.s |
 GQ0257| GQ0239 7555                                APPROX.13.3 KM 2684912.9 |
 GQ0257|---------------------------------------------------------------------|
 GQ0257
 GQ0257                          SUPERSEDED SURVEY CONTROL
 GQ0257
 GQ0257  NAD 83(1986)-  36 17 23.51868(N)    112 12 44.79027(W) AD(       ) 3
 GQ0257  NGVD 29 (05/08/89) 2511.8    (m)         8241.     (f) VERT ANG    3  
 GQ0257
 GQ0257.Superseded values are not recommended for survey control.
 GQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0257.See file dsdata.txt to determine how the superseded data were derived.
 GQ0257
 GQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9112416782(NAD 83)
 GQ0257_MARKER: 57 = LOOKOUT TOWER
 GQ0257
 GQ0257  HISTORY     - Date     Condition        Report By
 GQ0257  HISTORY     - 1956     FIRST OBSERVED   USGS
 GQ0257
 GQ0257                          STATION DESCRIPTION
 GQ0257
 GQ0257'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0257'LOCATED ABOUT 13 MI N. OF COLORADO RIVER, 10 MI NW. OF U.S.
 GQ0257'NATIONAL PARK SERVICE HEADQUARTERS NORTH RIM.
 GQ0257'
 GQ0257'TO REACH NOT GIVEN.
 GQ0257'
 GQ0257'STATION MARK--CENTER OF LOT.
 GQ0257'
 GQ0257'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1717 ***********************************************************************
 CZ1717  DESIGNATION -  KANNALLY
 CZ1717  PID         -  CZ1717
 CZ1717  STATE/COUNTY-  AZ/PINAL
 CZ1717  USGS QUAD   -  CAMPO BONITO (1972)
 CZ1717
 CZ1717                         *CURRENT SURVEY CONTROL
 CZ1717  ___________________________________________________________________
 CZ1717* NAD 83(1992)-  32 36 53.23401(N)    110 42 02.38851(W)     ADJUSTED  
 CZ1717* NAVD 88     -      1263.8    (meters)    4146.     (feet)  VERTCON   
 CZ1717  ___________________________________________________________________
 CZ1717  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CZ1717  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CZ1717  HORZ ORDER  -  THIRD
 CZ1717
 CZ1717.The horizontal coordinates were established by classical geodetic methods
 CZ1717.and adjusted by the National Geodetic Survey in August 1993.
 CZ1717
 CZ1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1717
 CZ1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1717
 CZ1717.The geoid height was determined by GEOID03.
 CZ1717
 CZ1717;                    North         East     Units Scale Factor Converg.
 CZ1717;SPC AZ C     -   179,688.109   327,482.860   MT  1.00006055   +0 39 19.7
 CZ1717;SPC AZ C     -   589,527.92  1,074,418.83   iFT  1.00006055   +0 39 19.7
 CZ1717;UTM  12      - 3,608,623.076   528,083.704   MT  0.99960973   +0 09 40.8
 CZ1717
 CZ1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1717!SPC AZ C     -   0.99980601  x   1.00006055  =   0.99986655
 CZ1717!UTM  12      -   0.99980601  x   0.99960973  =   0.99941581
 CZ1717
 CZ1717|---------------------------------------------------------------------|
 CZ1717| PID    Reference Object                     Distance      Geod. Az  |
 CZ1717|                                                           dddmmss.s |
 CZ1717| CZ1737 KANNALLY RM 1                         3.297 METERS 23231     |
 CZ1717| CZ1738 KANNALLY RM 2                         3.279 METERS 33959     |
 CZ1717| CZ1889 SIGNAL                              APPROX.12.2 KM 3400008.9 |
 CZ1717|---------------------------------------------------------------------|
 CZ1717
 CZ1717                          SUPERSEDED SURVEY CONTROL
 CZ1717
 CZ1717  NAD 83(1986)-  32 36 53.23108(N)    110 42 02.38406(W) AD(       ) 3
 CZ1717  NGVD 29 (05/20/88) 1263.1    (m)         4144.     (f) VERT ANG    3  
 CZ1717
 CZ1717.Superseded values are not recommended for survey control.
 CZ1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1717.See file dsdata.txt to determine how the superseded data were derived.
 CZ1717
 CZ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2808408623(NAD 83)
 CZ1717_MARKER: DD = SURVEY DISK
 CZ1717_SETTING: 80 = SET IN A BOULDER
 CZ1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1717+STABILITY: SURFACE MOTION
 CZ1717
 CZ1717  HISTORY     - Date     Condition        Report By
 CZ1717  HISTORY     - 1946     MONUMENTED       USGS
 CZ1717
 CZ1717                          STATION DESCRIPTION
 CZ1717
 CZ1717'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1717'LOCATED ABOUT 8.5 MI SW. OF MAMMOTH, ABOUT 4 MI E. OF ORACLE.  AT
 CZ1717'NORTHWEST END OF LONG LOW RIDGE ON LAND OWNED AND OCCUPIED BY
 CZ1717'KANNALLY BROTHERS.
 CZ1717'
 CZ1717'TO REACH FROM ORACLE POST OFFICE, GO 1.5 MI S. ON MT. LEMON RD.
 CZ1717'TO KANNALLY RANCH RD.  TURN LEFT 0.9 MI TO KANNALLY RANCH HOUSE,
 CZ1717'PASS THROUGH GATES AND CONTINUE ON POOR RD. 3 MI TO HILL ON LEFT.
 CZ1717'PACK UP HILL NW. TO TOP AND STATION.  THE KANNALLY BROTHERS
 CZ1717'INSIST ON GUIDING ANYONE VISITING STATION.
 CZ1717'
 CZ1717'STATION MARK--STANDARD TABLET STAMPED---KANNALLY 1946---, SET IN
 CZ1717'ROCK.
 CZ1717'
 CZ1717'RM 1--STANDARD RM TABLET STAMPED---KANNALLY NO 1 1946---, SET IN
 CZ1717'ROCK.
 CZ1717'
 CZ1717'RM 2--STANDARD RM TABLET STAMPED---KANNALLY 1946 NO 2---, SET IN
 CZ1717'ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0379 ***********************************************************************
 CF0379  DESIGNATION -  KANSAS
 CF0379  PID         -  CF0379
 CF0379  STATE/COUNTY-  AZ/COCHISE
 CF0379  USGS QUAD   -  PEARCE (1985)
 CF0379
 CF0379                         *CURRENT SURVEY CONTROL
 CF0379  ___________________________________________________________________
 CF0379* NAD 83(1992)-  31 54 20.31156(N)    109 45 10.50717(W)     ADJUSTED  
 CF0379* NAVD 88     -      1333.5    (meters)    4375.     (feet)  VERTCON   
 CF0379  ___________________________________________________________________
 CF0379  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CF0379  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CF0379  HORZ ORDER  -  SECOND
 CF0379
 CF0379.The horizontal coordinates were established by classical geodetic methods
 CF0379.and adjusted by the National Geodetic Survey in August 1993.
 CF0379
 CF0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0379
 CF0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0379
 CF0379.The geoid height was determined by GEOID03.
 CF0379
 CF0379;                    North         East     Units Scale Factor Converg.
 CF0379;SPC AZ E     -   100,479.778   252,492.573   MT  0.99991888   +0 13 07.2
 CF0379;SPC AZ E     -   329,658.06    828,387.71   iFT  0.99991888   +0 13 07.2
 CF0379;UTM  12      - 3,530,655.219   617,918.112   MT  0.99977148   +0 39 33.1
 CF0379
 CF0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0379!SPC AZ E     -   0.99979491  x   0.99991888  =   0.99971381
 CF0379!UTM  12      -   0.99979491  x   0.99977148  =   0.99956644
 CF0379
 CF0379|---------------------------------------------------------------------|
 CF0379| PID    Reference Object                     Distance      Geod. Az  |
 CF0379|                                                           dddmmss.s |
 CF0379| CS5417 KANSAS RM 1                          12.509 METERS 08821     |
 CF0379| CS5418 KANSAS RM 2                          13.776 METERS 27118     |
 CF0379|---------------------------------------------------------------------|
 CF0379
 CF0379                          SUPERSEDED SURVEY CONTROL
 CF0379
 CF0379  NAD 83(1986)-  31 54 20.30671(N)    109 45 10.50137(W) AD(       ) 2
 CF0379  NGVD 29 (03/13/91) 1332.7    (m)         4372.     (f) VERT ANG    3  
 CF0379
 CF0379.Superseded values are not recommended for survey control.
 CF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0379.See file dsdata.txt to determine how the superseded data were derived.
 CF0379
 CF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1791830655(NAD 83)
 CF0379_MARKER: DS = TRIANGULATION STATION DISK
 CF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0379+STABILITY: SURFACE MOTION
 CF0379
 CF0379  HISTORY     - Date     Condition        Report By
 CF0379  HISTORY     - 1982     MONUMENTED       AZDT
 CF0379
 CF0379                          STATION DESCRIPTION
 CF0379
 CF0379'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0379'THE STATION IS LOCATED ABOUT 30 AIRLINE MILES SOUTH OF WILLCOX, ARIZ.
 CF0379'
 CF0379'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AT U.S. I-10 AND
 CF0379'U.S. HWY 666 WHICH IS 8.5 MILES SOUTHWEST OF WILLCOX, ARIZONA.  TRAVEL
 CF0379'SOUTHEAST ON U.S. 666 23.7 MILES TO KANSAS SETTLEMENT ROAD ON THE LEFT
 CF0379'CONTINUE 0.6 MILE TO THE STATION ON THE LEFT.
 CF0379'
 CF0379'THE STATION MARKS ARE STANDARD ALUM DISKS STAMPED---KANSAS 1982---
 CF0379'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0379'SET LEVEL WITH THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 CF0379'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE MARK.  THE
 CF0379'STATION MARK IS 46.9 FEET NORTH OF CENTERLINE OF HWY 666 AND 3.7 FEET
 CF0379'SOUTH OF RIGHT-OF-WAY FENCE.  WITNESS POST AND SIGN IS 4 FEET NORTH.
 CF0379'
 CF0379'REFERENCE MARK 1 IS AN STANDARD ALUM DISK STAMPED---KANSAS RM 1---
 CF0379'SET IN THE TOP OF A CONCRETE POST, LEVEL WITH THE GROUND.
 CF0379'
 CF0379'REFERENCE MARK 2 IS AN STANDARD ALUM DISK STAMPED---KANSAS RM 2---
 CF0379'SET IN A 12-INCH CONCRETE POST, LEVEL WITH THE GROUND.
 CF0379'
 CF0379'NO AZIMUTH WAS SET FOR THIS STATION.  USE USGS TURKEY OR USGS SIX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5773 ***********************************************************************
 DH5773  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5773  DESIGNATION -  KANSAS
 DH5773  PID         -  DH5773
 DH5773  STATE/COUNTY-  AZ/COCHISE
 DH5773  USGS QUAD   -  SULPHUR SPRING (1985)
 DH5773
 DH5773                         *CURRENT SURVEY CONTROL
 DH5773  ___________________________________________________________________
 DH5773* NAD 83(2007)-  32 04 49.93627(N)    109 45 28.57126(W)     ADJUSTED  
 DH5773* NAVD 88     -      1284.77   (meters)    4215.1    (feet)  GPS OBS   
 DH5773  ___________________________________________________________________
 DH5773  EPOCH DATE  -        2007.00
 DH5773  X           -  -1,828,965.198 (meters)                     COMP
 DH5773  Y           -  -5,091,872.207 (meters)                     COMP
 DH5773  Z           -   3,368,669.655 (meters)                     COMP
 DH5773  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DH5773  ELLIP HEIGHT-        1257.620 (meters)          (02/10/07) ADJUSTED
 DH5773  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DH5773
 DH5773  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5773  Type    PID    Designation                      North   East  Ellip
 DH5773  -------------------------------------------------------------------
 DH5773  NETWORK DH5773 KANSAS                            0.65   0.53   1.80
 DH5773  -------------------------------------------------------------------
 DH5773
 DH5773.The horizontal coordinates were established by GPS observations
 DH5773.and adjusted by the National Geodetic Survey in February 2007.
 DH5773
 DH5773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5773.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5773.The horizontal coordinates are valid at the epoch date displayed above.
 DH5773.The epoch date for horizontal control is a decimal equivalence
 DH5773.of Year/Month/Day.
 DH5773
 DH5773.The orthometric height was determined by GPS observations and a
 DH5773.high-resolution geoid model.
 DH5773.The orthometric height was determined by GPS observations and a
 DH5773.high-resolution geoid model using precise GPS observation and
 DH5773.processing techniques.
 DH5773
 DH5773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5773
 DH5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5773
 DH5773.The ellipsoidal height was determined by GPS observations
 DH5773.and is referenced to NAD 83.
 DH5773
 DH5773.The geoid height was determined by GEOID03.
 DH5773
 DH5773;                    North         East     Units Scale Factor Converg.
 DH5773;SPC AZ E     -   119,869.867   251,944.688   MT  0.99991835   +0 13 01.5
 DH5773;SPC AZ E     -   393,273.84    826,590.18   iFT  0.99991835   +0 13 01.5
 DH5773;UTM  12      - 3,550,037.638   617,220.906   MT  0.99976945   +0 39 35.1
 DH5773
 DH5773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5773!SPC AZ E     -   0.99980257  x   0.99991835  =   0.99972094
 DH5773!UTM  12      -   0.99980257  x   0.99976945  =   0.99957207
 DH5773
 DH5773                          SUPERSEDED SURVEY CONTROL
 DH5773
 DH5773  NAD 83(1992)-  32 04 49.93590(N)    109 45 28.57033(W) AD(       ) B
 DH5773  ELLIP H (08/22/05) 1257.639  (m)                       GP(       ) 4 2
 DH5773
 DH5773.Superseded values are not recommended for survey control.
 DH5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5773.See file dsdata.txt to determine how the superseded data were derived.
 DH5773
 DH5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1722150038(NAD 83)
 DH5773_MARKER: DD = SURVEY DISK
 DH5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5773_STAMPING: KANSAS 2004
 DH5773_MARK LOGO: AZ-003
 DH5773_PROJECTION: FLUSH
 DH5773_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5773+STABILITY: SURFACE MOTION
 DH5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5773+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5773
 DH5773  HISTORY     - Date     Condition        Report By
 DH5773  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5773
 DH5773                          STATION DESCRIPTION
 DH5773
 DH5773'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5773'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5773'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5773'APPROX. 5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS
 DH5773'SETTELMENT RD. FOR APPROX. 8.0 MILES  TO THE BONITA BEAN FACTORY AND
 DH5773'TO THE STATION. THE STATION IS LOCATED IN A FARM FIELD JUST SOUTH OF
 DH5773'THE FACTORY AND APPROX. 60 FEET EAST OF THE CENTERLINE OF KANSAS
 DH5773'SETTELMENT RD.
 DH5773' 
 DH5773'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5773'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5773'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1174 ***********************************************************************
 CY1174  DESIGNATION -  KARL
 CY1174  PID         -  CY1174
 CY1174  STATE/COUNTY-  AZ/GRAHAM
 CY1174  USGS QUAD   -  MONK DRAW (1979)
 CY1174
 CY1174                         *CURRENT SURVEY CONTROL
 CY1174  ___________________________________________________________________
 CY1174* NAD 83(1992)-  32 28 12.29087(N)    109 39 33.09118(W)     ADJUSTED  
 CY1174* NAVD 88     -      1375.69   (+/-2cm)    4513.4    (feet)  VERTCON   
 CY1174  ___________________________________________________________________
 CY1174  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CY1174  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CY1174  HORZ ORDER  -  SECOND
 CY1174  VERT ORDER  -  THIRD ? (See Below)
 CY1174
 CY1174.The horizontal coordinates were established by classical geodetic methods
 CY1174.and adjusted by the National Geodetic Survey in August 1993.
 CY1174
 CY1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1174.The vertical order pertains to the NGVD 29 superseded value.
 CY1174
 CY1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1174
 CY1174.The geoid height was determined by GEOID03.
 CY1174
 CY1174;                    North         East     Units Scale Factor Converg.
 CY1174;SPC AZ E     -   163,102.923   261,062.104   MT  0.99992805   +0 16 20.8
 CY1174;SPC AZ E     -   535,114.58    856,502.97   iFT  0.99992805   +0 16 20.8
 CY1174;UTM  12      - 3,593,334.124   626,000.985   MT  0.99979578   +0 43 11.7
 CY1174
 CY1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1174!SPC AZ E     -   0.99978824  x   0.99992805  =   0.99971631
 CY1174!UTM  12      -   0.99978824  x   0.99979578  =   0.99958407
 CY1174
 CY1174|---------------------------------------------------------------------|
 CY1174| PID    Reference Object                     Distance      Geod. Az  |
 CY1174|                                                           dddmmss.s |
 CY1174| CY0890 KARL RM 1                             8.298 METERS 03540     |
 CY1174| CY0891 KARL RM 2                             8.520 METERS 11140     |
 CY1174| CY1164 BOWIE LOADING CHUTE                 APPROX.22.9 KM 1332600.9 |
 CY1174| CC6776 KARL AZ MK                                         2320729.7 |
 CY1174| CY0880 KARL AZ MK                          APPROX. 1.2 KM 2320727.9 |
 CY1174|---------------------------------------------------------------------|
 CY1174
 CY1174                          SUPERSEDED SURVEY CONTROL
 CY1174
 CY1174  NAD 83(1986)-  32 28 12.28681(N)    109 39 33.08672(W) AD(       ) 2
 CY1174  NAD 27      -  32 28 12.04300(N)    109 39 30.82900(W) AD(       ) 2
 CY1174  NGVD 29 (07/19/86) 1374.90   (m)         4510.8    (f) LEVELING    3  
 CY1174
 CY1174.Superseded values are not recommended for survey control.
 CY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1174.See file dsdata.txt to determine how the superseded data were derived.
 CY1174
 CY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2600193334(NAD 83)
 CY1174_MARKER: DS = TRIANGULATION STATION DISK
 CY1174_SETTING: 66 = SET IN ROCK OUTCROP
 CY1174_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1174+STABILITY: POSITION/ELEVATION WELL
 CY1174
 CY1174  HISTORY     - Date     Condition        Report By
 CY1174  HISTORY     - 1945     MONUMENTED       USSES
 CY1174  HISTORY     - 1983     GOOD             AZDT
 CY1174
 CY1174                          STATION DESCRIPTION
 CY1174
 CY1174'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1174'STATION IS LOCATED ON THE SE END AND HIGHEST PART OF A LOW RIDGE.
 CY1174'BY APPROXIMATE AIR LINE DISTANCES, 25 MILES S OF SAFFORD, 18
 CY1174'MILES NE OF WILLCOX, 15 MILES NW OF BOWIE, 3 MILES N OF THE
 CY1174'COCHISE-GRAHAM COUNTY LINE, AND 1/4 E OF U.S. HIGHWAY 666.
 CY1174'
 CY1174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY1174'AND 666 NEAR THE E END OF SAFFORD, GO S ON U.S. HIGHWAY 666 FOR
 CY1174'20.1 MILES TO THE END OF THE MACADAM PAVEMENT, THEN CONTINUE
 CY1174'S FOR 2.6 MILES TO A CATTLE GUARD, THENCE 3.0 MILES FURTHER TO
 CY1174'WHERE THE ROAD GOES OVER A SMALL RISE, TO A POINT ABOUT 50 YARDS
 CY1174'PAST A CONCRETE CULVERT.  (NOTE--THIS POINT IS 3.3 MILES BY
 CY1174'ROAD N OF THE COCHISE-GRAHAM COUNTY LINE AND 9.0 MILES BY ROAD
 CY1174'N OF THE JUNCTION OF U.S. HIGHWAY 666 AND STATE HIGHWAY 86.)
 CY1174'TURN LEFT (E) OFF THE ROAD AND FOLLOW ALONG THE CREST OF THE
 CY1174'RIDGE FOR 0.35 MILE TO THE HIGHEST POINT AND THE STATION.
 CY1174'TO REACH THE AZIMUTH MARK CONTINUE S ON THE ROAD FOR 0.5
 CY1174'MILE TO A SHEET METAL SHED ON THE RIGHT.  TURN RIGHT HERE
 CY1174'AND GO DUE W FOR 0.35 MILE, A SHORT DISTANCE BY ROAD, THEN
 CY1174'BEAR LEFT ACROSS COUNTRY TO THE MARK WHICH IS LOCATED PART
 CY1174'WAY UP ON THE SIDE OF A LOW HILL.
 CY1174'
 CY1174'STATION MARK IS A STANDARD U.S. SOIL EROSION SERVICE STATION
 CY1174'DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 CY1174'FOOT ABOVE THE GROUND AND IS STAMPED 19 KARL 35.  IT IS LOCATED
 CY1174'ON THE SE END AND HIGHEST PART OF THE RIDGE AND 9.6 FEET S OF A 4-
 CY1174'BY 4-INCH WHITE WITNESS POST.
 CY1174'
 CY1174'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 CY1174'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 CY1174'GROUND AND IS STAMPED KARL USSES NO 1 1945.  IT IS NE OF THE
 CY1174'STATION AND ABOUT 2 FEET LOWER.
 CY1174'
 CY1174'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 CY1174'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 CY1174'GROUND AND IS STAMPED KARL USSES NO 2 1945.  IT IS ESE OF THE
 CY1174'STATION AND ABOUT 2 FEET LOWER.
 CY1174'
 CY1174'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 CY1174'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 CY1174'GROUND AND IS STAMPED KARL USSES 1945.  IT IS WSW OF THE STATION,
 CY1174'6.8 FEET NW OF A 4- BY 4-INCH WHITE WITNESS POST IN A ROCK CAIRN,
 CY1174'AND 0.35 MILE W OF A SHEET METAL SHED ON U.S. HIGHWAY 666.
 CY1174
 CY1174                          STATION RECOVERY (1983)
 CY1174
 CY1174'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1174'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CY1174'DESCRIBED AND FOUND IN GOOD CONDITION.
 CY1174'
 CY1174'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1174'U.S. HIGHWAY 70 FOR 0.3 MILE TO JUNCTION WITH U.S. HIGHWAY 666.  TURN
 CY1174'RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.75 MILE TO THE JUNCTION
 CY1174'WITH STATE ROUTE 266.  TRAVEL SOUTH ALONG U.S. 666 FOR 9.35 MILES TO A
 CY1174'CORRAL ON THE RIGHT AND A TRAIL ROAD ON THE LEFT.  TURN LEFT PASSING
 CY1174'THROUGH A GATE AND TRAVEL EAST FOR 0.35 MILE TO A TRAIL ROAD LEFT.
 CY1174'TURN LEFT AND TRAVEL NORTH FOR 0.5 MILE TO A FORK JUST PAST A LOW
 CY1174'SADDLE.  TURN RIGHT ON DIM TRACKS AND TRAVEL EASTERLY FOR 0.35 MILE TO
 CY1174'THE HIGH POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0880 ***********************************************************************
 CY0880  DESIGNATION -  KARL AZ MK
 CY0880  PID         -  CY0880
 CY0880  STATE/COUNTY-  AZ/GRAHAM
 CY0880  USGS QUAD   -  MONK DRAW (1979)
 CY0880
 CY0880                         *CURRENT SURVEY CONTROL
 CY0880  ___________________________________________________________________
 CY0880* NAD 83(1992)-  32 27 47.68657(N)    109 40 10.40193(W)     ADJUSTED  
 CY0880* NAVD 88     -      1368.40   (+/-2cm)    4489.5    (feet)  VERTCON   
 CY0880  ___________________________________________________________________
 CY0880  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 CY0880  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY0880  HORZ ORDER  -  SECOND
 CY0880  VERT ORDER  -  THIRD ? (See Below)
 CY0880
 CY0880.The horizontal coordinates were established by classical geodetic methods
 CY0880.and adjusted by the National Geodetic Survey in August 1993.
 CY0880
 CY0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0880.The vertical order pertains to the NGVD 29 superseded value.
 CY0880
 CY0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0880
 CY0880.The geoid height was determined by GEOID03.
 CY0880
 CY0880;                    North         East     Units Scale Factor Converg.
 CY0880;SPC AZ E     -   162,340.486   260,091.409   MT  0.99992692   +0 16 00.6
 CY0880;SPC AZ E     -   532,613.14    853,318.27   iFT  0.99992692   +0 16 00.6
 CY0880;UTM  12      - 3,592,564.233   625,036.401   MT  0.99979279   +0 42 51.2
 CY0880
 CY0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0880!SPC AZ E     -   0.99978938  x   0.99992692  =   0.99971632
 CY0880!UTM  12      -   0.99978938  x   0.99979279  =   0.99958222
 CY0880
 CY0880:                Primary Azimuth Mark                     Grid Az
 CY0880:SPC AZ E     -  KARL                                     051 51 07.3
 CY0880:UTM  12      -  KARL                                     051 24 16.7
 CY0880
 CY0880|---------------------------------------------------------------------|
 CY0880| PID    Reference Object                     Distance      Geod. Az  |
 CY0880|                                                           dddmmss.s |
 CY0880| CY1174 KARL                                APPROX. 1.2 KM 0520707.9 |
 CY0880| CY0890 KARL RM 1                            12.687 METERS 08452     |
 CY0880| CY0891 KARL RM 2                             8.529 METERS 16923     |
 CY0880|---------------------------------------------------------------------|
 CY0880
 CY0880                          SUPERSEDED SURVEY CONTROL
 CY0880
 CY0880  NAD 83(1986)-  32 27 47.68248(N)    109 40 10.39757(W) AD(       ) 2
 CY0880  NGVD 29 (07/20/88) 1367.60   (m)         4486.9    (f) LEVELING    3  
 CY0880
 CY0880.Superseded values are not recommended for survey control.
 CY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0880.See file dsdata.txt to determine how the superseded data were derived.
 CY0880
 CY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2503692564(NAD 83)
 CY0880_MARKER: DS = TRIANGULATION STATION DISK
 CY0880_SETTING: 66 = SET IN ROCK OUTCROP
 CY0880_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0880+STABILITY: POSITION/ELEVATION WELL
 CY0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0880+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0880
 CY0880  HISTORY     - Date     Condition        Report By
 CY0880  HISTORY     - 1945     MONUMENTED       CGS
 CY0880  HISTORY     - 1983     GOOD             AZDT
 CY0880  HISTORY     - 20081010 GOOD             GEOCAC
 CY0880
 CY0880                          STATION DESCRIPTION
 CY0880
 CY0880'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0880'THE STATION IS LOCATED 25 MILES SOUTH OF SAFFORD, 18 MILES NORTHEAST
 CY0880'OF WILCOX AND ALONG U.S. HIGHWAY 666.
 CY0880'
 CY0880'THE STATION MARK IS A C+GS AZIMUTH MARK DISK STAMPED---KARL AZ USSES
 CY0880'1945---.  IT IS SET IN A DRILL HOLE IN A ROCK OUTCROP 183 FEET WEST OF
 CY0880'THE CENTER LINE OF THE HIGHWAY AND 7 FEET NORTHWEST OF THE WITNESS
 CY0880'POST.
 CY0880'
 CY0880'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---KARL AZ RM 1 1983---.  IT
 CY0880'IS SET IN A DRILL HOLE IN BEDROCK.
 CY0880'
 CY0880'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---KARL AZ RM 2 1983---.  IT
 CY0880'IS SET IN A DRILL HOLE IN BEDROCK.
 CY0880'
 CY0880'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0880'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0880'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.75 MILES TO THE
 CY0880'JUNCTION WITH STATE ROUTE 266.  TRAVEL SOUTH ALONG U.S. 666 FOR 9.35
 CY0880'MILES TO A CORRAL AND WINDMILL ON YOUR RIGHT, CONTINUE SOUTH FOR 0.1
 CY0880'MILE TO A RIDGE ON THE RIGHT AT A HIGHWAY CUT AND END OF TRUCK TRAVEL
 CY0880'AT MILE POST 95.05.  PACK TO THE STATION ABOUT 185 FEET WEST.
 CY0880
 CY0880                          STATION RECOVERY (2008)
 CY0880
 CY0880'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0880'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 1 AND RM 2 WERE ALSO
 CY0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0297 ***********************************************************************
 CY0297  DESIGNATION -  KARRO
 CY0297  PID         -  CY0297
 CY0297  STATE/COUNTY-  AZ/COCHISE
 CY0297  USGS QUAD   -  OLGA (1974)
 CY0297
 CY0297                         *CURRENT SURVEY CONTROL
 CY0297  ___________________________________________________________________
 CY0297* NAD 83(1992)-  32 17 10.63386(N)    109 18 19.47838(W)     ADJUSTED  
 CY0297* NAVD 88     -      1098.14   (+/-2cm)    3602.8    (feet)  VERTCON   
 CY0297  ___________________________________________________________________
 CY0297  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CY0297  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0297  HORZ ORDER  -  FIRST
 CY0297  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0297
 CY0297.The horizontal coordinates were established by classical geodetic methods
 CY0297.and adjusted by the National Geodetic Survey in August 1993.
 CY0297
 CY0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0297.The vertical order pertains to the NGVD 29 superseded value.
 CY0297
 CY0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0297
 CY0297.The geoid height was determined by GEOID03.
 CY0297
 CY0297;                    North         East     Units Scale Factor Converg.
 CY0297;SPC AZ E     -   142,935.727   294,482.107   MT  0.99998113   +0 27 36.2
 CY0297;SPC AZ E     -   468,949.24    966,148.65   iFT  0.99998113   +0 27 36.2
 CY0297;UTM  12      - 3,573,429.893   659,573.742   MT  0.99991402   +0 54 19.3
 CY0297
 CY0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0297!SPC AZ E     -   0.99983181  x   0.99998113  =   0.99981294
 CY0297!UTM  12      -   0.99983181  x   0.99991402  =   0.99974585
 CY0297
 CY0297|---------------------------------------------------------------------|
 CY0297| PID    Reference Object                     Distance      Geod. Az  |
 CY0297|                                                           dddmmss.s |
 CY0297| CY0341 KARRO 2                              69.997 METERS 00543     |
 CY0297| CY1158 WOOD OIL DERRICK                    APPROX. 4.3 KM 1105657.1 |
 CY0297| CY1133 STEEL OIL DERRICK                   APPROX. 9.2 KM 1135128.2 |
 CY0297| CY0298 KARRO RM 1                           12.704 METERS 18050     |
 CY0297| CY0299 KARRO RM 2                           13.569 METERS 27815     |
 CY0297| CC6777 ROUTE 86 STA 3919+51.25                            2872554.3 |
 CY0297|---------------------------------------------------------------------|
 CY0297
 CY0297                          SUPERSEDED SURVEY CONTROL
 CY0297
 CY0297  NAD 83(1986)-  32 17 10.62942(N)    109 18 19.47622(W) AD(       ) 1
 CY0297  NAD 27      -  32 17 10.35000(N)    109 18 17.26000(W) AD(       ) 1
 CY0297  NGVD 29 (??/??/92) 1097.446  (m)         3600.54   (f) ADJ UNCH    1 2
 CY0297
 CY0297.Superseded values are not recommended for survey control.
 CY0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0297.See file dsdata.txt to determine how the superseded data were derived.
 CY0297
 CY0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5957473430(NAD 83)
 CY0297_MARKER: DS = TRIANGULATION STATION DISK
 CY0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0297_STAMPING: KARRO 1945
 CY0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0297+STABILITY: SURFACE MOTION
 CY0297
 CY0297  HISTORY     - Date     Condition        Report By
 CY0297  HISTORY     - 1945     MONUMENTED       CGS
 CY0297  HISTORY     - 1953     GOOD             CGS
 CY0297  HISTORY     - 1953     GOOD             NGS
 CY0297  HISTORY     - 1958     GOOD             CGS
 CY0297  HISTORY     - 1958     GOOD             CGS
 CY0297  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CY0297  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0297
 CY0297                          STATION DESCRIPTION
 CY0297
 CY0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0297'STATION IS LOCATED ABOUT 10-1/2 MILES (AIR LINE) ESE OF BOWIE
 CY0297'AND 5 MILES WNW OF SAN SIMON ALONG THE S SIDE OF STATE HIGHWAY 86.
 CY0297'
 CY0297'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO S FOR
 CY0297'0.1 MILE TO STATE HIGHWAY 86.  TURN LEFT ON THE HIGHWAY AND
 CY0297'GO 10.3 MILES TO THE AZIMUTH MARK IN THE S HEADWALL OF A CONCRETE
 CY0297'CULVERT.  CONTINUE FOR 0.6 MILE TO A HIGHWAY CULVERT.  (THIS
 CY0297'POINT IS 0.8 MILE BEFORE REACHING THE RAILROAD SIDING KNOWN
 CY0297'AS KARRO.) TURN RIGHT (S) OFF STATE HIGHWAY 86 JUST BEFORE
 CY0297'REACHING THE CULVERT AND CROSS EARTH RETAINING WALL.  TURN
 CY0297'RIGHT TO GATE IN FENCE LINE.  PASS THROUGH GATE AND TURN LEFT,
 CY0297'GOING ABOUT 150 FEET ALONG FENCE TO STATION.  THE TOTAL
 CY0297'DISTANCE FROM THE HIGHWAY TO THE STATION IS ABOUT 0.05 MILE.
 CY0297'
 CY0297'THE STATION IS LOCATED 350 FEET S OF THE CENTER OF THE RAILROAD
 CY0297'TRACKS, 150 FEET S OF THE CENTER LINE OF STATE HIGHWAY 86, 54
 CY0297'FEET S OF A 4 INCH SQUARE WHITE WITNESS POST WHICH IS FASTENED
 CY0297'TO A WOODEN POWER-LINE POLE, AND 50-1/3 FEET S OF THE S HIGHWAY
 CY0297'RIGHT-OF-WAY FENCE.  IT IS MARKED BY A BRONZE STATION DISK
 CY0297'STAMPED KARRO 1945 AND IS SET IN THE TOP OF A SQUARE CONCRETE
 CY0297'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  AN UNDERGROUND
 CY0297'MARK WAS SET IN CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 CY0297'GROUND.
 CY0297'
 CY0297'REFERENCE MARK 1 IS S OF THE STATION AND AT ABOUT THE SAME LEVEL.
 CY0297'IT IS A BRONZE REFERENCE DISK STAMPED KARRO NO 1 1945 AND
 CY0297'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CY0297'7 INCHES ABOVE THE GROUND.
 CY0297'
 CY0297'REFERENCE MARK 2 IS W OF THE STATION AND AT ABOUT THE SAME
 CY0297'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED KARRO NO 2 1945
 CY0297'AND IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CY0297'6 INCHES ABOVE THE GROUND.
 CY0297'
 CY0297'AZIMUTH MARK IS 0.6 MILE WNW OF THE STATION.  IT IS MARKED BY
 CY0297'A STANDARD ARIZONA HIGHWAY DEPARTMENT BENCH-MARK DISK STAMPED
 CY0297'3603.74 3919+51.25 1940 AND IS SET IN THE CENTER OF THE S
 CY0297'HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 CY0297
 CY0297                          STATION RECOVERY (1953)
 CY0297
 CY0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 CY0297'0.15 MI. S ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC CO.
 CY0297'RAILROAD STATION AT SAN SIMON, THENCE 4.7 MI. W ALONG STATE
 CY0297'HIGHWAY 86, 210 FT. SE OF BENCH MARK V 330, 148 FT. S OF
 CY0297'THE CENTERLINE OF THE HIGHWAY, 53 FT. SE OF A POWER POLE, AND 3
 CY0297'FT. E OF A WITNESS POST.  A TRIANGULATION-STATION DISK, SET
 CY0297'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE
 CY0297'THE GROUND, STAMPED KARRO 1945.
 CY0297'
 CY0297'REFERENCE MARK 1 IS 41.2 FT. S OF THE STATION, AND 190.2 FT.
 CY0297'S OF THE CENTERLINE OF THE HIGHWAY.  A REFERENCE-MARK DISK,
 CY0297'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE
 CY0297'THE GROUND, STAMPED KARRO NO 1 1945.
 CY0297'
 CY0297'REFERENCE MARK 2 IS 44.7 FT. W OF THE STATION, AND 154 FT. S OF
 CY0297'THE CENTERLINE OF THE HIGHWAY.  A REFERENCE-MARK DISK, SET IN
 CY0297'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE THE
 CY0297'GROUND, STAMPED KARRO NO 2 1945.
 CY0297
 CY0297                          STATION RECOVERY (1953)
 CY0297
 CY0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0297'4.85 MI W FROM SAN SIMON.
 CY0297'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0297'RAILROAD STATION AT SAN SIMON, THENCE 4.7 MILES WEST ALONG STATE
 CY0297'HIGHWAY 86, 210 FEET SOUTHEAST OF BENCH MARK V 330, 148 FEET SOUTH OF
 CY0297'THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTHEAST OF A POWER POLE, 3
 CY0297'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0297'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0297
 CY0297                          STATION RECOVERY (1958)
 CY0297
 CY0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CY0297'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CY0297'
 CY0297'AZIMUTH MARK NOT SEARCHED FOR.  DESCRIPTION ADEQUATE AND
 CY0297'CORRECT.
 CY0297
 CY0297                          STATION RECOVERY (1958)
 CY0297
 CY0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GEB)
 CY0297'STATION MARK WAS RECOVERED WITHOUT THE DESCRIPTION BY REFERENCE
 CY0297'TO USGS QUAD MAP.  STATION WAS FOUND IN GOOD CONDITION.
 CY0297'AZMUTH MARKS AND REFERENCE MARKS WERE NOT SEARCHED FOR.  A
 CY0297'12 FOOT STAND WAS CONSTRUCTED AT THE STATION.
 CY0297
 CY0297                          STATION RECOVERY (1960)
 CY0297
 CY0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0297'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CY0297'IN GOOD CONDITION.  HOWEVER, DUE TO ROAD CONSTRUCTION THIS
 CY0297'STATION IS SOON TO BE DESTROYED.  AS A RESULT KARRO 2 WAS
 CY0297'ESTABLISHED DIRECTLY ACROSS THE HIGHWAY FROM THIS STATION.
 CY0297
 CY0297                          STATION RECOVERY (1979)
 CY0297
 CY0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0297'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS MARK IS BELIEVED
 CY0297'DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0341 ***********************************************************************
 CY0341  DESIGNATION -  KARRO 2
 CY0341  PID         -  CY0341
 CY0341  STATE/COUNTY-  AZ/COCHISE
 CY0341  USGS QUAD   -  OLGA (1974)
 CY0341
 CY0341                         *CURRENT SURVEY CONTROL
 CY0341  ___________________________________________________________________
 CY0341* NAD 83(1992)-  32 17 12.89498(N)    109 18 19.21216(W)     ADJUSTED  
 CY0341* NAVD 88     -      1097.672  (meters)    3601.28   (feet)  ADJUSTED  
 CY0341  ___________________________________________________________________
 CY0341  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CY0341  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0341  DYNAMIC HT  -        1096.054 (meters)    3595.97  (feet)  COMP
 CY0341  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CY0341
 CY0341  HORZ ORDER  -  FIRST
 CY0341  VERT ORDER  -  FIRST     CLASS II
 CY0341
 CY0341.The horizontal coordinates were established by classical geodetic methods
 CY0341.and adjusted by the National Geodetic Survey in August 1993.
 CY0341
 CY0341.The orthometric height was determined by differential leveling
 CY0341.and adjusted in June 1991.
 CY0341
 CY0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0341
 CY0341.The geoid height was determined by GEOID03.
 CY0341
 CY0341.The dynamic height is computed by dividing the NAVD 88
 CY0341.geopotential number by the normal gravity value computed on the
 CY0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0341.degrees latitude (g = 980.6199 gals.).
 CY0341
 CY0341.The modeled gravity was interpolated from observed gravity values.
 CY0341
 CY0341;                    North         East     Units Scale Factor Converg.
 CY0341;SPC AZ E     -   143,005.430   294,488.514   MT  0.99998114   +0 27 36.4
 CY0341;SPC AZ E     -   469,177.92    966,169.67   iFT  0.99998114   +0 27 36.4
 CY0341;UTM  12      - 3,573,499.638   659,579.607   MT  0.99991404   +0 54 19.5
 CY0341
 CY0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0341!SPC AZ E     -   0.99983188  x   0.99998114  =   0.99981303
 CY0341!UTM  12      -   0.99983188  x   0.99991404  =   0.99974594
 CY0341
 CY0341|---------------------------------------------------------------------|
 CY0341| PID    Reference Object                     Distance      Geod. Az  |
 CY0341|                                                           dddmmss.s |
 CY0341| CY0342 KARRO 2 RM 1                         15.896 METERS 08859     |
 CY0341| CY1159 VORTAC SAN SIMON SSO                APPROX. 4.4 KM 1162202.2 |
 CY0341| CY0297 KARRO                                69.997 METERS 18543     |
 CY0341| CY0295 W 330                                              2852626.8 |
 CY0341| CY0296 V 330                                17.736 METERS 30239     |
 CY0341|---------------------------------------------------------------------|
 CY0341
 CY0341                          SUPERSEDED SURVEY CONTROL
 CY0341
 CY0341  NAD 83(1986)-  32 17 12.89062(N)    109 18 19.21000(W) AD(       ) 1
 CY0341  NAD 27      -  32 17 12.61120(N)    109 18 16.99420(W) AD(       ) 1
 CY0341  NGVD 29 (??/??/92) 1096.957  (m)         3598.93   (f) ADJ UNCH    1 2
 CY0341
 CY0341.Superseded values are not recommended for survey control.
 CY0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0341.See file dsdata.txt to determine how the superseded data were derived.
 CY0341
 CY0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5958073500(NAD 83)
 CY0341_MARKER: DS = TRIANGULATION STATION DISK
 CY0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0341_STAMPING: KARRO 2 1960
 CY0341_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0341+STABILITY: SURFACE MOTION
 CY0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0341+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CY0341
 CY0341  HISTORY     - Date     Condition        Report By
 CY0341  HISTORY     - 1960     MONUMENTED       CGS
 CY0341  HISTORY     - 1968     GOOD             CGS
 CY0341  HISTORY     - 1970     GOOD             NGS
 CY0341  HISTORY     - 1970     GOOD             NGS
 CY0341  HISTORY     - 1979     GOOD             NGS
 CY0341  HISTORY     - 20050401 GOOD             NGS
 CY0341
 CY0341                          STATION DESCRIPTION
 CY0341
 CY0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0341'STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF EXISTING STATE
 CY0341'HIGHWAY 86, ABOUT 10-1/2 MILES EAST OF BOWIE AND 5 MILES WEST
 CY0341'OF SAN SIMON.
 CY0341'
 CY0341'REACHED FROM THE POST OFFICE IN BOWIE BY GOING EASTERLY ON
 CY0341'STATE HIGHWAY 86 FOR 10.9 MILES TO THE STATION ON THE LEFT JUST
 CY0341'AFTER CROSSING A SMALL CONCRETE CULVERT.
 CY0341'
 CY0341'STATION MARKS ARE STANDARD DISKS, STAMPED KARRO 2 1960.  THE
 CY0341'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0341'POST PROJECTING 3 INCHES.  IT IS 77 FEET NORTH OF THE CENTER
 CY0341'OF HIGHWAY 86.
 CY0341'
 CY0341'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KARRO NO 1 1960,
 CY0341'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0341'3 INCHES.  IT IS 89 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 CY0341'
 CY0341'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK, STAMPED V 330
 CY0341'1952, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH
 CY0341'THE GROUND SURFACE.  IT IS 98 FEET NORTH OF THE CENTER OF THE
 CY0341'HIGHWAY AND 2.2 FEET SOUTH OF A METAL WITNESS POST.
 CY0341'
 CY0341'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 CY0341
 CY0341                          STATION RECOVERY (1968)
 CY0341
 CY0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DPS)
 CY0341'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0341
 CY0341                          STATION RECOVERY (1970)
 CY0341
 CY0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0341'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 CY0341'IN GOOD CONDITION.  BENCH MARK V 330 WHICH WAS USED FOR REFERENCE
 CY0341'MARK 2 HAS BEEN BADLY CHIPPED ON THE SOUTH SIDE BUT IS SOLID.
 CY0341'BENCH MARK W 330 HAS BEEN ESTABLISHED AS AN AZIMUTH MARK FOR THIS
 CY0341'STATION.  THE DISTANCE AND THE DIRECTION TO THE REFERENCE
 CY0341'MARKS COMPARED FAVORABLY WITH THE 1960 OBSERVATIONS.  DUE TO
 CY0341'CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 CY0341'
 CY0341'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST-SOUTHEAST OF BOWIE, 5
 CY0341'MILES WEST-NORTHWEST OF SAN SIMON AND ON THE NORTH RIGHT-OF-WAY OF THE
 CY0341'FRONTAGE ROAD ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 10.
 CY0341'
 CY0341'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO EAST ON INTER-
 CY0341'STATE HIGHWAY 10 BUSINESS LOOP FOR 2.2 MILES TO A FRONTAGE ROAD ON THE
 CY0341'LEFT.  TURN LEFT AND GO EAST ON THE FRONTAGE ROAD FOR 8.2 MILES TO
 CY0341'BENCH MARK W 330, (THE AZIMUTH MARK) ON THE LEFT.  CONTINUE AHEAD EAST
 CY0341'ON THE FRONTAGE ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT AS
 CY0341'DESCRIBED.
 CY0341'
 CY0341'THE STATION MARK IS A STANDARD DISK STAMPED KARRO 2 1960, SET IN THE
 CY0341'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 CY0341'THE GROUND SURFACE.  IT IS 120 FEET SOUTH OF THE SOUTH RAIL OF THE
 CY0341'RAILROAD TRACK, 76.5 FEET NORTH OF THE CENTER OF THE FRONTAGE ROAD, 60
 CY0341'FEET NORTHEAST OF A METAL CULVERT AND 59 FEET EAST-SOUTHEAST OF A
 CY0341'METAL WITNESS POST WITH SIGN ATTACHED.
 CY0341'
 CY0341'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KARRO 2 NO 1 1960, SET IN
 CY0341'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CY0341'ABOVE THE GROUND SURFACE.  IT IS 91 FEET NORTH OF THE CENTER OF THE
 CY0341'FRONTAGE ROAD, 20 FEET WEST-SOUTHWEST OF A 3 FOOT IRON HIGHWAY RIGHT-
 CY0341'OF-WAY POST MARKED, (POT STA 3952) AND 11 FEET SOUTH OF THE SOUTH EDGE
 CY0341'OF THE SOUTH RAILROAD BORROW DITCH.
 CY0341'
 CY0341'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK STAMPED V 330 1952, SET
 CY0341'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CY0341'AND BADLY CHIPPED ON THE SOUTH SIDE.  IT PROJECTS 3 INCHES ABOVE THE
 CY0341'GROUND SURFACE.  IT IS 94 FEET NORTH OF THE CENTER OF THE FRONTAGE
 CY0341'ROAD, 66 FEET NORTH-NORTHWEST OF A METAL CULVERT AND 2 FEET SOUTH OF A
 CY0341'METAL WITNESS POST WITH A SIGN ATTACHED.
 CY0341'
 CY0341'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED W 330 1952, SET
 CY0341'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER.
 CY0341'IT PROJECITS 2 INCHES ON ITHE SOUITH SIDE BUIT IS ERODED ITO 12 INCHES
 CY0341'THE NORTH SIDE.  IT IS 111 FEET NORTH OF THE CENTER OF THE FRONTAGE
 CY0341'ROAD, 88 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND 3 FEET
 CY0341'EAST-NORTHEAST OF A 4X4 WOODEN WITNESS POST WITH SIGN ATTACHED.
 CY0341'
 CY0341'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 CY0341'
 CY0341'THE LINE FROM RM 1 TO BM V 330 IS OBSTRUCTED BY HEAVY BRUSH.
 CY0341'
 CY0341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CY0341'WEST-NORTHWEST OF SAN SIMON.
 CY0341
 CY0341                          STATION RECOVERY (1970)
 CY0341
 CY0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0341'5.0 MI WNW FROM SAN SIMON.
 CY0341'2.2 MILES EAST OF THE POST OFFICE AT BOWIE ON I-10 BUSINESS LOOP TO
 CY0341'FRONTAGE ROAD THENCE EAST ON FRONTAGE ROAD 9.3 MILES, 120 FEET SOUTH
 CY0341'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 76.5 FEET NORTH OF THE CENTER
 CY0341'OF THE ROAD, 60 FEET NORTHEAST OF A METAL CULVERT, AND 59 FEET
 CY0341'EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF A
 CY0341'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. SEC
 CY0341'20, T13 S, R 30 E.
 CY0341
 CY0341                          STATION RECOVERY (1979)
 CY0341
 CY0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0341'8.1 KILOMETERS (5.05 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0341'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.6 KILOMETER (0.4 MILE) EAST OF
 CY0341'RAILROAD MILE POST 1109, 0.2 KILOMETER (0.1 MILE) WEST OF RAILROAD
 CY0341'BRIDGE 1109.52, 23.4 METERS (77 FEET) NORTH OF THE CENTERLINE OF THE
 CY0341'HIGHWAY, 36.8 METERS (121 FEET) SOUTH OF THE SOUTH RAIL OF THE
 CY0341'SOUTHERN PACIFIC TRACKS, 18.3 METERS (60 FEET) NORTHEAST OF THE NORTH
 CY0341'END OF A 0.75- BY 0.75-METER METAL PIPE CULVERT UNDER THE OLD
 CY0341'HIGHWAY AND 17.7 METERS (58 FEET) SOUTHEAST OF BENCH MARK V 330.
 CY0341'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0341'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CY0341
 CY0341                          STATION RECOVERY (2005)
 CY0341
 CY0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0341'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0342 ***********************************************************************
 CY0342  DESIGNATION -  KARRO 2 RM 1
 CY0342  PID         -  CY0342
 CY0342  STATE/COUNTY-  AZ/COCHISE
 CY0342  USGS QUAD   -  OLGA (1974)
 CY0342
 CY0342                         *CURRENT SURVEY CONTROL
 CY0342  ___________________________________________________________________
 CY0342* NAD 83(1986)-  32 17 12.     (N)    109 18 18.     (W)     SCALED    
 CY0342* NAVD 88     -      1097.673  (meters)    3601.28   (feet)  ADJUSTED  
 CY0342  ___________________________________________________________________
 CY0342  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0342  DYNAMIC HT  -        1096.055 (meters)    3595.97  (feet)  COMP
 CY0342  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CY0342
 CY0342  VERT ORDER  -  FIRST     CLASS II
 CY0342
 CY0342.The horizontal coordinates were scaled from a topographic map and have
 CY0342.an estimated accuracy of +/- 6 seconds.
 CY0342
 CY0342.The orthometric height was determined by differential leveling
 CY0342.and adjusted in June 1991.
 CY0342
 CY0342.The geoid height was determined by GEOID03.
 CY0342
 CY0342.The dynamic height is computed by dividing the NAVD 88
 CY0342.geopotential number by the normal gravity value computed on the
 CY0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0342.degrees latitude (g = 980.6199 gals.).
 CY0342
 CY0342.The modeled gravity was interpolated from observed gravity values.
 CY0342
 CY0342;                    North         East    Units  Estimated Accuracy
 CY0342;SPC AZ E     -   142,980.      294,520.      MT  (+/- 180 meters Scaled)
 CY0342
 CY0342                          SUPERSEDED SURVEY CONTROL
 CY0342
 CY0342  NGVD 29 (??/??/92) 1096.956  (m)         3598.93   (f) ADJ UNCH    1 2
 CY0342
 CY0342.Superseded values are not recommended for survey control.
 CY0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0342.See file dsdata.txt to determine how the superseded data were derived.
 CY0342
 CY0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA596734(NAD 83)
 CY0342_MARKER: DR = REFERENCE MARK DISK
 CY0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0342_STAMPING: KARRO 2 NO 1 1960
 CY0342_PROJECTION: PROJECTING 4 CENTIMETERS
 CY0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0342+STABILITY: SURFACE MOTION
 CY0342
 CY0342  HISTORY     - Date     Condition        Report By
 CY0342  HISTORY     - 1960     MONUMENTED       CGS
 CY0342  HISTORY     - 1970     GOOD             NGS
 CY0342  HISTORY     - 1979     GOOD             NGS
 CY0342
 CY0342                          STATION DESCRIPTION
 CY0342
 CY0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0342'5.0 MI WNW FROM SAN SIMON.
 CY0342'2.2 MILES EAST OF THE POST OFFICE AT BOWIE ON I-10 BUSINESS LOOP TO
 CY0342'FRONTAGE ROAD THENCE EAST ON FRONTAGE ROAD 9.3 MILES, 91 FEET NORTH OF
 CY0342'THE CENTER OF THE ROAD, 20 FEET WEST-SOUTHWEST OF A 3-FOOT IRON
 CY0342'HIGHWAY RIGHT-OF-WAY POST MARKED (POT STA 3952) AND 11 FEET SOUTH OF
 CY0342'THE SOUTH EDGE OF THE RAILROAD BORROW DITCH, SET IN THE TOP OF A
 CY0342'10-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 CY0342
 CY0342                          STATION RECOVERY (1979)
 CY0342
 CY0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0342'8.1 KILOMETERS (5.05 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0342'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.6 KILOMETER (0.4 MILE) EAST OF
 CY0342'RAILROAD MILE POST 1109, 27.7 METERS (91 FEET) NORTH OF THE CENTERLINE
 CY0342'OF THE HIGHWAY, 38.6 METERS (127 FEET) SOUTHWEST OF THE SECOND
 CY0342'TELEPHONE POLE WEST OF RAILROAD BRIDGE 1109.52, 32.5 METERS (106 FEET)
 CY0342'SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC TRACKS, 15.8 METERS
 CY0342'(52 FEET) EAST OF STATION KARRO 2 AND 6.1 METERS (20 FEET) SOUTHWEST
 CY0342'OF AN ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER POST STATION 3952.
 CY0342'THE MARK IS 15.4 METERS  E FROM A WITNESS POST.
 CY0342'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0672 ***********************************************************************
 CY0672  DESIGNATION -  KARRO 2 RM A
 CY0672  PID         -  CY0672
 CY0672  STATE/COUNTY-  AZ/COCHISE
 CY0672  USGS QUAD   -  OLGA (1974)
 CY0672
 CY0672                         *CURRENT SURVEY CONTROL
 CY0672  ___________________________________________________________________
 CY0672* NAD 83(1992)-  32 17 11.61089(N)    109 18 19.01284(W)     ADJUSTED  
 CY0672* NAVD 88     -      1097.872  (meters)    3601.94   (feet)  ADJUSTED  
 CY0672  ___________________________________________________________________
 CY0672  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CY0672  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0672  DYNAMIC HT  -        1096.253 (meters)    3596.62  (feet)  COMP
 CY0672  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 CY0672
 CY0672  HORZ ORDER  -  FIRST
 CY0672  VERT ORDER  -  FIRST     CLASS II
 CY0672
 CY0672.The horizontal coordinates were established by classical geodetic methods
 CY0672.and adjusted by the National Geodetic Survey in August 1993.
 CY0672
 CY0672.The orthometric height was determined by differential leveling
 CY0672.and adjusted in June 1991.
 CY0672
 CY0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0672
 CY0672.The geoid height was determined by GEOID03.
 CY0672
 CY0672.The dynamic height is computed by dividing the NAVD 88
 CY0672.geopotential number by the normal gravity value computed on the
 CY0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0672.degrees latitude (g = 980.6199 gals.).
 CY0672
 CY0672.The modeled gravity was interpolated from observed gravity values.
 CY0672
 CY0672;                    North         East     Units Scale Factor Converg.
 CY0672;SPC AZ E     -   142,965.919   294,494.046   MT  0.99998115   +0 27 36.5
 CY0672;SPC AZ E     -   469,048.29    966,187.81   iFT  0.99998115   +0 27 36.5
 CY0672;UTM  12      - 3,573,460.174   659,585.446   MT  0.99991407   +0 54 19.6
 CY0672
 CY0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0672!SPC AZ E     -   0.99983185  x   0.99998115  =   0.99981301
 CY0672!UTM  12      -   0.99983185  x   0.99991407  =   0.99974594
 CY0672
 CY0672:                Primary Azimuth Mark                     Grid Az
 CY0672:SPC AZ E     -  VORTAC SAN SIMON SSO                     115 28 40.1
 CY0672:UTM  12      -  VORTAC SAN SIMON SSO                     115 01 57.0
 CY0672
 CY0672|---------------------------------------------------------------------|
 CY0672| PID    Reference Object                     Distance      Geod. Az  |
 CY0672|                                                           dddmmss.s |
 CY0672| CY1159 VORTAC SAN SIMON SSO                APPROX. 4.4 KM 1155616.6 |
 CY0672| CY1144 PORTAL                              APPROX.14.4 KM 1222403.4 |
 CY0672| CY0341 KARRO 2                              39.897 METERS 35229     |
 CY0672|---------------------------------------------------------------------|
 CY0672
 CY0672                          SUPERSEDED SURVEY CONTROL
 CY0672
 CY0672  NAD 83(1986)-  32 17 11.60607(N)    109 18 19.01060(W) AD(       ) 1
 CY0672  NAD 27      -  32 17 11.32707(N)    109 18 16.79487(W) AD(       ) 1
 CY0672  NGVD 29 (07/19/86) 1097.17   (m)         3599.6    (f) LEVELING    3  
 CY0672
 CY0672.Superseded values are not recommended for survey control.
 CY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0672.See file dsdata.txt to determine how the superseded data were derived.
 CY0672
 CY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5958573460(NAD 83)
 CY0672_MARKER: DS = TRIANGULATION STATION DISK
 CY0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0672_SP_SET: CONCRETE POST
 CY0672_STAMPING: KARRO 2 RM A 1970
 CY0672_PROJECTION: FLUSH
 CY0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0672+STABILITY: SURFACE MOTION
 CY0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0672+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CY0672
 CY0672  HISTORY     - Date     Condition        Report By
 CY0672  HISTORY     - 1970     MONUMENTED       NGS
 CY0672  HISTORY     - 1979     GOOD             NGS
 CY0672  HISTORY     - 20050401 GOOD             NGS
 CY0672
 CY0672                          STATION DESCRIPTION
 CY0672
 CY0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0672'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST-SOUTHEAST OF BOWIE,
 CY0672'5 MILES WEST-NORTHWEST OF SAN SIMON AND ON THE NORTH RIGHT-OF-WAY OF
 CY0672'THE FRONTAGE ROAD ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 10.
 CY0672'
 CY0672'TO REACH THE STATION SEE THE 1970 RECOVERY NOTE FOR TRIANGULATION
 CY0672'STATION KARRO 2 1960.
 CY0672'
 CY0672'THE STATION MARK IS A STANDARD DISK STAMPED KARRO 2 RM A 1970, SET
 CY0672'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 CY0672'THE GROUND SURFACE.  IT IS 85.5 FEET NORTH OF THE CENTER OF THE
 CY0672'WEST BOUND LANE OF INTERSTATE HIGHWAY 10, 46.5 FEET SOUTH OF THE
 CY0672'CENTER OF THE FRONTAGE ROAD AND 8 FEET NORTH OF A STEEL CABLE
 CY0672'RIGHT-OF-WAY FENCE.
 CY0672'
 CY0672'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
 CY0672
 CY0672                          STATION RECOVERY (1979)
 CY0672
 CY0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0672'8.1 KM WEST FROM SAN SIMON.
 CY0672'8.1 KILOMETERS (5.05 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0672'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.6 KILOMETER (0.4 MILE) EAST
 CY0672'OF RAILROAD MILE POST 1109, 13.5 METERS (44.5 FEET) SOUTH OF THE
 CY0672'CENTERLINE OF THE HIGHWAY, 39.8 METERS (131 FEET) SOUTHEAST OF AND
 CY0672'ACROSS THE OLD HIGHWAY FROM STATION KARRO 2, 27.4 METERS (90 FEET)
 CY0672'EAST OF THE SOUTH END OF A 0.75-METER BY 0.75-METER (30- BY 30-INCH)
 CY0672'METAL PIPE CULVERT UNDER THE OLD HIGHWAY AND 5.4 METERS (17.5 FEET)
 CY0672'NORTH OF THE INTERSTATE HIGHWAY 10 NORTH RIGHT-OF-WAY FENCE.
 CY0672'THE MARK IS 0.3 M BELOW THE OLD HIGHWAY.
 CY0672
 CY0672                          STATION RECOVERY (2005)
 CY0672
 CY0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0672'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0298 ***********************************************************************
 CY0298  DESIGNATION -  KARRO RM 1
 CY0298  PID         -  CY0298
 CY0298  STATE/COUNTY-  AZ/COCHISE
 CY0298  USGS QUAD   -  OLGA (1974)
 CY0298
 CY0298                         *CURRENT SURVEY CONTROL
 CY0298  ___________________________________________________________________
 CY0298* NAD 83(1986)-  32 17 10.     (N)    109 18 19.     (W)     SCALED    
 CY0298* NAVD 88     -      1098.24   (+/-2cm)    3603.1    (feet)  VERTCON   
 CY0298  ___________________________________________________________________
 CY0298  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0298
 CY0298.The horizontal coordinates were scaled from a topographic map and have
 CY0298.an estimated accuracy of +/- 6 seconds.
 CY0298
 CY0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0298.The vertical order pertains to the NGVD 29 superseded value.
 CY0298
 CY0298.The geoid height was determined by GEOID03.
 CY0298
 CY0298;                    North         East    Units  Estimated Accuracy
 CY0298;SPC AZ E     -   142,920.      294,500.      MT  (+/- 180 meters Scaled)
 CY0298
 CY0298                          SUPERSEDED SURVEY CONTROL
 CY0298
 CY0298  NGVD 29 (??/??/92) 1097.547  (m)         3600.87   (f) ADJ UNCH    1 2
 CY0298
 CY0298.Superseded values are not recommended for survey control.
 CY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0298.See file dsdata.txt to determine how the superseded data were derived.
 CY0298
 CY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA595734(NAD 83)
 CY0298_MARKER: DR = REFERENCE MARK DISK
 CY0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0298_STAMPING: KARRO NO 1 1945
 CY0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0298+STABILITY: SURFACE MOTION
 CY0298
 CY0298  HISTORY     - Date     Condition        Report By
 CY0298  HISTORY     - 1945     MONUMENTED       CGS
 CY0298  HISTORY     - 1953     GOOD             NGS
 CY0298  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0298
 CY0298                          STATION DESCRIPTION
 CY0298
 CY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0298'4.85 MI W FROM SAN SIMON.
 CY0298'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0298'RAILROAD STATION AT SAN SIMON, THENCE 4.7 MILES WEST ALONG STATE
 CY0298'HIGHWAY 86, 190.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41.2
 CY0298'FEET SOUTH OF TRIANGULATION STATION KARRO 1945.  SET IN THE TOP OF A
 CY0298'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0298
 CY0298                          STATION RECOVERY (1979)
 CY0298
 CY0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0298'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS MARK IS BELIEVED
 CY0298'DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0299 ***********************************************************************
 CY0299  DESIGNATION -  KARRO RM 2
 CY0299  PID         -  CY0299
 CY0299  STATE/COUNTY-  AZ/COCHISE
 CY0299  USGS QUAD   -  OLGA (1974)
 CY0299
 CY0299                         *CURRENT SURVEY CONTROL
 CY0299  ___________________________________________________________________
 CY0299* NAD 83(1986)-  32 17 10.     (N)    109 18 19.     (W)     SCALED    
 CY0299* NAVD 88     -      1098.16   (+/-2cm)    3602.9    (feet)  VERTCON   
 CY0299  ___________________________________________________________________
 CY0299  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0299  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0299
 CY0299.The horizontal coordinates were scaled from a topographic map and have
 CY0299.an estimated accuracy of +/- 6 seconds.
 CY0299
 CY0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0299.The vertical order pertains to the NGVD 29 superseded value.
 CY0299
 CY0299.The geoid height was determined by GEOID03.
 CY0299
 CY0299;                    North         East    Units  Estimated Accuracy
 CY0299;SPC AZ E     -   142,920.      294,500.      MT  (+/- 180 meters Scaled)
 CY0299
 CY0299                          SUPERSEDED SURVEY CONTROL
 CY0299
 CY0299  NGVD 29 (??/??/92) 1097.466  (m)         3600.60   (f) ADJ UNCH    1 2
 CY0299
 CY0299.Superseded values are not recommended for survey control.
 CY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0299.See file dsdata.txt to determine how the superseded data were derived.
 CY0299
 CY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA595734(NAD 83)
 CY0299_MARKER: DR = REFERENCE MARK DISK
 CY0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0299_STAMPING: KARRO NO 2 1945
 CY0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0299+STABILITY: SURFACE MOTION
 CY0299
 CY0299  HISTORY     - Date     Condition        Report By
 CY0299  HISTORY     - 1945     MONUMENTED       CGS
 CY0299  HISTORY     - 1953     GOOD             NGS
 CY0299  HISTORY     - 1960     GOOD             NGS
 CY0299  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0299
 CY0299                          STATION DESCRIPTION
 CY0299
 CY0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0299'4.85 MI W FROM SAN SIMON.
 CY0299'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0299'RAILROAD STATION AT SAN SIMON, THENCE 4.7 MILES WEST ALONG STATE
 CY0299'HIGHWAY 86, 154 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44.7
 CY0299'FEET WEST OF TRIANGULATION STATION KARRO 1945, SET IN THE TOP OF A
 CY0299'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0299
 CY0299                          STATION RECOVERY (1960)
 CY0299
 CY0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0299'RECOVERED IN GOOD CONDITION.
 CY0299
 CY0299                          STATION RECOVERY (1979)
 CY0299
 CY0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0299'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS MARK IS BELIEVED
 CY0299'DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0902 ***********************************************************************
 EU0902  DESIGNATION -  KASTER
 EU0902  PID         -  EU0902
 EU0902  STATE/COUNTY-  AZ/MOHAVE
 EU0902  USGS QUAD   -  YUCCA NE (1970)
 EU0902
 EU0902                         *CURRENT SURVEY CONTROL
 EU0902  ___________________________________________________________________
 EU0902* NAD 83(1992)-  34 59 34.52754(N)    114 00 34.11897(W)     ADJUSTED  
 EU0902* NAVD 88     -      1531.0    (meters)    5023.     (feet)  VERTCON   
 EU0902  ___________________________________________________________________
 EU0902  LAPLACE CORR-          12.82  (seconds)                    DEFLEC99
 EU0902  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EU0902  HORZ ORDER  -  SECOND
 EU0902
 EU0902.The horizontal coordinates were established by classical geodetic methods
 EU0902.and adjusted by the National Geodetic Survey in August 1993.
 EU0902
 EU0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0902
 EU0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0902
 EU0902.The geoid height was determined by GEOID03.
 EU0902
 EU0902;                    North         East     Units Scale Factor Converg.
 EU0902;SPC AZ W     -   442,834.836   189,672.287   MT  0.99994025   -0 08 55.7
 EU0902;SPC AZ W     - 1,452,870.20    622,284.41   iFT  0.99994025   -0 08 55.7
 EU0902;UTM  11      - 3,876,345.689   772,956.374   MT  1.00051835   +1 42 57.8
 EU0902;UTM  12      - 3,876,397.703   225,312.986   MT  1.00053004   -1 43 37.0
 EU0902
 EU0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0902!SPC AZ W     -   0.99976424  x   0.99994025  =   0.99970451
 EU0902!UTM  11      -   0.99976424  x   1.00051835  =   1.00028247
 EU0902!UTM  12      -   0.99976424  x   1.00053004  =   1.00029416
 EU0902
 EU0902|---------------------------------------------------------------------|
 EU0902| PID    Reference Object                     Distance      Geod. Az  |
 EU0902|                                                           dddmmss.s |
 EU0902| CC5474 KASTER RM 1                           3.389 METERS 11756     |
 EU0902| CC5475 KASTER RM 2                           7.613 METERS 19929     |
 EU0902| CC5473 KASTER AZ MK                                       2223045.0 |
 EU0902| FS1055 GRIFFITH WATER TANK                 APPROX.12.5 KM 3080724.4 |
 EU0902|---------------------------------------------------------------------|
 EU0902
 EU0902                          SUPERSEDED SURVEY CONTROL
 EU0902
 EU0902  NAD 83(1986)-  34 59 34.53051(N)    114 00 34.12513(W) AD(       ) 2
 EU0902  NAD 27      -  34 59 34.50800(N)    114 00 31.30400(W) AD(       ) 2
 EU0902  NGVD 29 (07/19/86) 1530.1    (m)         5020.     (f) VERT ANG    3  
 EU0902
 EU0902.Superseded values are not recommended for survey control.
 EU0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0902.See file dsdata.txt to determine how the superseded data were derived.
 EU0902
 EU0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU7295676346(NAD 83)
 EU0902_MARKER: DB = BENCH MARK DISK
 EU0902_SETTING: 66 = SET IN ROCK OUTCROP
 EU0902
 EU0902  HISTORY     - Date     Condition        Report By
 EU0902  HISTORY     - 1948     MONUMENTED       USGS
 EU0902
 EU0902                          STATION DESCRIPTION
 EU0902
 EU0902'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FAR)
 EU0902'THE STATION IS ON A PROMINENT AND VERY ROCKY KNOLL ON A LONG
 EU0902'SPUR RIDGE EXTENDING WEST AND SOUTH FROM THE MAIN RANGE OF THE
 EU0902'HUALPAI MOUNTAINS.  IT IS 15 MILES, SOUTH-SOUTHEAST OF KINGMAN,
 EU0902'11 MILES NORTHEAST OF YUCCA, AND 7 MILES EAST OF THE KINGMAN-YUCCA
 EU0902'ROAD.  THERE IS A HIGHER PEAK ABOUT 3/4 MILE WEST BY SOUTH AND A
 EU0902'HIGHER POINT ON THE SAME HILL AS THE STATION ABOUT 75 YARDS
 EU0902'NORTHEAST.
 EU0902'
 EU0902'THE STATION, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 EU0902'CEMENTED IN THE TOP OF A 10 BY 10 INCH MASS OF OUTCROPPING
 EU0902'BEDROCK, PROJECTING 12 INCHES ABOVE THE GROUND, IS STAMPED
 EU0902'KASTER 1926.  IT IS 20 FEET LOWER THAN THE HIGHEST POINT
 EU0902'OF OUTCROPPING ROCK ABOUT 75 YARDS NORTHEAST.
 EU0902'
 EU0902'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 EU0902'HOLE IN THE TOP OF A 10 INCH BY 12 INCH MASS OF OUTCROPPING
 EU0902'BEDROCK, PROJECTING 12 INCHES ABOVE THE GROUND, IS STAMPED
 EU0902'KASTER USGS NO 2 1948.  IT IS THE SAME ELEVATION AS THE STATION
 EU0902'MARK.
 EU0902'
 EU0902'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN THE TOP OF A
 EU0902'HUGE MASS OF OUTCROPPING BEDROCK, PROJECTING 3 FEET ABOVE
 EU0902'THE GROUND, IS STAMPED KASTER USGS NO 2 1948.  IT IS ABOUT
 EU0902'1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK.
 EU0902'
 EU0902'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0902'IN THE TOP OF A 12 FOOT BY 6 FOOT MASS OF OUTCROPPING BEDROCK,
 EU0902'PROJECTING 4 FEET ABOVE THE SURROUNDING SURFACE, IS STAMPED
 EU0902'KASTER USGS 1948.  IT IS 4 FEET SOUTH OF A 3-FOOT ROCK CAIRN
 EU0902'AND 75 YARDS NORTHEAST OF THE ROCK CREEK RANCH BUILDINGS.
 EU0902'
 EU0902'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 EU0902'RAILROAD DEPOT IN KINGMAN GO SOUTH AND WEST ON U.S. HIGHWAY
 EU0902'66 FOR 4.8 MILES TO GRADED DIRT ROAD LEFT, SOUTH (KINGMAN-YUCCA
 EU0902'ROAD).  TURN LEFT THROUGH A CATTLE GUARD AND GO SOUTHERLY ON THE
 EU0902'MAIN TRAVELED ROAD TOWARD YUCCA FOR 14.3 MILES TO ATHOS SIDING
 EU0902'ON THE LEFT.  TURN LEFT ACROSS THE RAILROAD TRACKS JUST SOUTH
 EU0902'OF THE SIGN POST AND FOLLOW THE MAIN GRADED ROAD NORTH THEN
 EU0902'EAST 5.7 MILES TO A WIRE GATE.  THE AZIMUTH MARK IS ABOUT 0.1
 EU0902'MILE SOUTHEAST OF THIS GATE NEAR THE RANCH BUILDINGS.  PASS
 EU0902'THROUGH THE GATE AND TURN LEFT ON A DIM TRACK ROAD EAST AND
 EU0902'NORTH UP SANTA FE CANYON FOR 2.0 MILES TO A GATE.  PASS
 EU0902'THROUGH THE GATE AND FOLLOW DIM TRACKS NORTHEASTERLY ABOUT
 EU0902'1.0 MILE TO A POINT WHERE THE TRACKS NARROW DOWN TO A
 EU0902'TRAIL AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 EU0902'EASTERLY ON THE TRAIL 1/4 MILE TO A NORTH AND SOUTH WASH.
 EU0902'TURN LEFT AND GO NORTHERLY ALONG THE LEFT SIDE OF THE WASH
 EU0902'TO A POINT WHERE IT BENDS NORTHWEST TOWARD A SADDLE.
 EU0902'KEEP NORTHERLY UP A VERY STEEP AND ROCKY RIDGE TO THE
 EU0902'HIGHEST POINT AND STATION.  A 2-1/4 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0631 ***********************************************************************
 GP0631  DESIGNATION -  KAYENTA
 GP0631  PID         -  GP0631
 GP0631  STATE/COUNTY-  AZ/NAVAJO
 GP0631  USGS QUAD   -  KAYENTA WEST (1968)
 GP0631
 GP0631                         *CURRENT SURVEY CONTROL
 GP0631  ___________________________________________________________________
 GP0631* NAD 83(1992)-  36 38 57.07474(N)    110 16 56.28575(W)     ADJUSTED  
 GP0631* NAVD 88     -      2479.3    (meters)    8134.     (feet)  VERTCON   
 GP0631  ___________________________________________________________________
 GP0631  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GP0631  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GP0631  HORZ ORDER  -  FIRST
 GP0631
 GP0631.The horizontal coordinates were established by classical geodetic methods
 GP0631.and adjusted by the National Geodetic Survey in August 1993.
 GP0631
 GP0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0631
 GP0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0631
 GP0631.The geoid height was determined by GEOID03.
 GP0631
 GP0631;                    North         East     Units Scale Factor Converg.
 GP0631;SPC AZ E     -   626,549.018   203,021.080   MT  0.99990132   -0 04 08.5
 GP0631;SPC AZ E     - 2,055,607.01    666,079.66   iFT  0.99990132   -0 04 08.5
 GP0631;UTM  12      - 4,056,196.579   564,150.638   MT  0.99965070   +0 25 42.3
 GP0631
 GP0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0631!SPC AZ E     -   0.99961423  x   0.99990132  =   0.99951559
 GP0631!UTM  12      -   0.99961423  x   0.99965070  =   0.99926507
 GP0631
 GP0631:                Primary Azimuth Mark                     Grid Az
 GP0631:SPC AZ E     -  KAYENTA AZ MK                            121 38 14.0
 GP0631:UTM  12      -  KAYENTA AZ MK                            121 08 23.2
 GP0631
 GP0631|---------------------------------------------------------------------|
 GP0631| PID    Reference Object                     Distance      Geod. Az  |
 GP0631|                                                           dddmmss.s |
 GP0631| CD3560 KAYENTA AZ MK                                      1213405.5 |
 GP0631| CD3562 KAYENTA RM 2                          6.355 METERS 13339     |
 GP0631| CD3561 KAYENTA RM 1                         13.484 METERS 19440     |
 GP0631|---------------------------------------------------------------------|
 GP0631
 GP0631                          SUPERSEDED SURVEY CONTROL
 GP0631
 GP0631  NAD 83(1986)-  36 38 57.07469(N)    110 16 56.28398(W) AD(       ) 1
 GP0631  NAD 27      -  36 38 57.07800(N)    110 16 53.80300(W) AD(       ) 1
 GP0631  NGVD 29 (07/19/86) 2478.3    (m)         8131.     (f) VERT ANG    3  
 GP0631
 GP0631.Superseded values are not recommended for survey control.
 GP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0631.See file dsdata.txt to determine how the superseded data were derived.
 GP0631
 GP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6415156197(NAD 83)
 GP0631_MARKER: DS = TRIANGULATION STATION DISK
 GP0631_SETTING: 66 = SET IN ROCK OUTCROP
 GP0631
 GP0631  HISTORY     - Date     Condition        Report By
 GP0631  HISTORY     - 1951     MONUMENTED       CGS
 GP0631  HISTORY     - 1970     GOOD             USGS
 GP0631
 GP0631                          STATION DESCRIPTION
 GP0631
 GP0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0631'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES SOUTH OF KAYENTA,
 GP0631'AND 1 MILE SOUTHWEST OF THE MOST NORTHERN POINT OF BLACK MES
 GP0631'IT IS ABOUT 1/4 MILE SOUTH OF THE NORTH RIM ON A PROMINENT
 GP0631'TIMBERED HILL ON THE MESA.
 GP0631'
 GP0631'TO REACH FROM THE U.S. POST OFFICE IN KAYENTA, GO EAST AND
 GP0631'SOUTHEAST FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 GP0631'SOUTHWEST FOR 0.15 MILE.  TAKE THE LEFT FORK AND GO SOUTH
 GP0631'FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK, TRACK ROAD, AND
 GP0631'GO SOUTHWESTERLY FOR 0.35 MILE.  KEEP RIGHT AND GO SOUTHWESTERLY
 GP0631'FOR 0.85 MILE.  KEEP RIGHT AND GO 0.25 MILE.  KEEP STRAIGHT
 GP0631'AHEAD, PASSING HOGANS, AND GO 0.2 MILE TO A CROSS ROAD.  KEEP
 GP0631'LEFT AND GO SOUTHWEST FOR 0.05 MILE.  CONTINUE STRAIGHT
 GP0631'AHEAD FOR 0.2 MILE.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE
 GP0631'TO A CROSS ROAD.  TURN LEFT AND GO SOUTH FOR 0.45 MILE TO A
 GP0631'DIM FORK AT A DOUBLE JUNIPER TREE WITH A BLAZE.  TAKE THE
 GP0631'RIGHT FORK, DIM, AND GO SOUTH SOUTHWEST, THROUGH SCATTERED
 GP0631'JUNIPER TREES FOR 0.6 MILE TO THE SOUTHWEST END OF A
 GP0631'SMALL MEADOW.  CONTINUE SOUTHERLY UP THE RIDGE FOR 0.25
 GP0631'MILE TO AN OPEN SPACE TO TURN THE TRUCK AROUND.  FROM HERE
 GP0631'PACK SOUTHERLY UP THE RIDGE ON A WELL DEFINED STOCK TRAIL TO
 GP0631'THE BASE OF THE MESA AND TWO HOGANS.  PASS TO THE LEFT OF
 GP0631'THE SECOND HOGAN AND BEAR TO THE LEFT, EASTERLY,
 GP0631'FOLLOWING THE TRAIL ALONG THE NORTH BASE OF THE MESA
 GP0631'WHICH IS LEVEL GOING FOR A WAYS.  THEN FOLLOW SWITCH BACKS
 GP0631'THAT BEAR TO THE SOUTHWEST TO THE TOP OF THE RIM AND
 GP0631'MESA.  CONTINUE ON THE TRAIL SOUTHWESTERLY FOR ABOUT 0.2
 GP0631'MILE TO A SMALL OPENING AND A TRIANGLE BLAZE ON THE RIGHT
 GP0631'ON A JUNIPER TREE.  TURN RIGHT, DUE WEST, AND GO ABOUT 0.1
 GP0631'MILE TO THE TOP OF SMALL KNOLL AND THE STATION.
 GP0631'
 GP0631'THIS IS ABOUT A 3 HOUR PACK.  NO WATER ALONG TRAIL OR ON TOP.
 GP0631'
 GP0631'STATION MARK, STAMPED KAYENTA 1951, IS A STANDARD DISK CEMENTED
 GP0631'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES.
 GP0631'IT IS ON THE HIGHEST POINT OF THE KNOLL.
 GP0631'
 GP0631'REFERENCE MARK NUMBER 1, STAMPED KAYENTA NO 1 1951, IS A
 GP0631'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GP0631'THAT PROJECTS 3 INCHES AND IS 15 INCHS LOWER IN ELEVATION
 GP0631'THAN THE STATION.
 GP0631'
 GP0631'REFERENCE MARK NUMBER 2, STAMPED KAYENTA NO 2 1951, IS A
 GP0631'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GP0631'THAT PROJECTS 6 INCHES AND IS 15 INCHES LOWER IN ELEVATION
 GP0631'THAN THE STATION.
 GP0631'
 GP0631'AZIMUTH MARK, STAMPED KAYENTA 1951, IS A STANDARD DISK CEMENTED
 GP0631'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 GP0631'THE GROUND.  TO REACH FROM THE STATION, GO EAST SOUTHEAST,
 GP0631'DOWN ACROSS SMALL VALLEY, FOR ABOUT 0.2 MILE TO A LARGE PINE TREE
 GP0631'AND THE AZIMUTH MARK. IT IS 6 FEET WEST SOUTHWEST OF THE PINE
 GP0631'TRE
 GP0631'
 GP0631'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GP0631
 GP0631                          STATION RECOVERY (1970)
 GP0631
 GP0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0631'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 GP0631'
 GP0631'ALL MARKS FOUND IN GOOD CONDITION.
 GP0631'
 GP0631'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0567 ***********************************************************************
 GP0567  DESIGNATION -  KEAM
 GP0567  PID         -  GP0567
 GP0567  STATE/COUNTY-  AZ/COCONINO
 GP0567  USGS QUAD   -  WHITE DOME (1985)
 GP0567
 GP0567                         *CURRENT SURVEY CONTROL
 GP0567  ___________________________________________________________________
 GP0567* NAD 83(1992)-  36 46 42.78948(N)    111 25 55.28015(W)     ADJUSTED  
 GP0567* NAVD 88     -      1735.     (meters)    5692.     (feet)  SCALED    
 GP0567  ___________________________________________________________________
 GP0567  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 GP0567  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GP0567  HORZ ORDER  -  FIRST
 GP0567
 GP0567.The horizontal coordinates were established by classical geodetic methods
 GP0567.and adjusted by the National Geodetic Survey in August 1993.
 GP0567
 GP0567.The orthometric height was scaled from a topographic map.
 GP0567
 GP0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0567
 GP0567.The geoid height was determined by GEOID03.
 GP0567
 GP0567;                    North         East     Units Scale Factor Converg.
 GP0567;SPC AZ C     -   641,006.851   256,619.610   MT  0.99992305   +0 17 24.6
 GP0567;SPC AZ C     - 2,103,040.85    841,927.85   iFT  0.99992305   +0 17 24.6
 GP0567;UTM  12      - 4,070,393.973   461,449.067   MT  0.99961831   -0 15 31.2
 GP0567
 GP0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0567!SPC AZ C     -   0.99973142  x   0.99992305  =   0.99965449
 GP0567!UTM  12      -   0.99973142  x   0.99961831  =   0.99934983
 GP0567
 GP0567|---------------------------------------------------------------------|
 GP0567| PID    Reference Object                     Distance      Geod. Az  |
 GP0567|                                                           dddmmss.s |
 GP0567| CH2610 KEAM RM 2                            14.595 METERS 14638     |
 GP0567| CH2609 KEAM RM 1                            14.310 METERS 24245     |
 GP0567| CH2611 KEAM RM 3 AZIMUTH                                  3560543.5 |
 GP0567|---------------------------------------------------------------------|
 GP0567
 GP0567                          SUPERSEDED SURVEY CONTROL
 GP0567
 GP0567  NAD 83(1986)-  36 46 42.78664(N)    111 25 55.27993(W) AD(       ) 1
 GP0567  NAD 27      -  36 46 42.82200(N)    111 25 52.73400(W) AD(       ) 1
 GP0567
 GP0567.Superseded values are not recommended for survey control.
 GP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0567.See file dsdata.txt to determine how the superseded data were derived.
 GP0567
 GP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6144970394(NAD 83)
 GP0567_MARKER: DS = TRIANGULATION STATION DISK
 GP0567_SETTING: 66 = SET IN ROCK OUTCROP
 GP0567
 GP0567  HISTORY     - Date     Condition        Report By
 GP0567  HISTORY     - 1934     MONUMENTED       CGS
 GP0567  HISTORY     - 1947     SEE DESCRIPTION  CGS
 GP0567
 GP0567                          STATION DESCRIPTION
 GP0567
 GP0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0567'THIRTY MILES BY ROAD WEST OF KAIBITO TRADING POST, 12 MILES
 GP0567'SOUTHEAST OF LEES FERRY BRIDGE, ABOUT 9 MILES SOUTHWEST OF
 GP0567'PROMINENT FLAT-TOPPED BUTTE KNOWN LOCALLY AS CLACHEE, NEAR
 GP0567'SOUTHWEST END OF LOW FLAT-TOPPED BUTTE, SOUTHWEST END OF WHICH
 GP0567'BREAKS OFF IN STEEP WHITE SLOPE, AND NORTHWEST END IN GRADUAL
 GP0567'SLOPE.  TO REACH FROM TUBA CITY, DRIVE ABOUT 25 MILES EAST
 GP0567'TO RED LAKE TRADING POST.  TURN LEFT AT BOTTOM OF HILL AND
 GP0567'SIGN KAIBITO TRADING POST AND GO 21.2 MILES TO POINT REACHED
 GP0567'1.3 MILES BEFORE KAIBITO TRADING POST WOULD BE REACHED.  TURN
 GP0567'SHARPLY TO LEFT (170 DEG) AND GO 0.4 MILE.  TURN RIGHT AND
 GP0567'GO 0.7 MILE.  TAKE LEFT FORK, GO 0.5 MILE, CONTINUE
 GP0567'STRAIGHT AHEAD ACROSS DIM CROSSROAD AND GO 1.5 MILES.  TURN
 GP0567'RIGHT AND GO 0.6 MILE.  TURN RIGHT AND GO 0.8 MILE.
 GP0567'TURN LEFT AND GO 0.6 MILE.  TAKE RIGHT FORK AND GO 0.5
 GP0567'MILE.  TAKE RIGHT FORK (LARGE BLAZE ON CEDAR TREE ON
 GP0567'RIGHT) AND GO 10.6 MILES.  TURN SHARPLY LEFT ONTO DIM ROAD
 GP0567'(SMALL CAIRN ON LEFT) AND GO 4.8 MILES, DROPPING INTO VALLEY
 GP0567'AND SWITCHING BACK SHARPLY TO LEFT (170 DEG) GO 0.6
 GP0567'MILE, TURN LEFT, GO 0.6 MILE, CONTINUE STRAIGHT AHEAD
 GP0567'AT OBLIQUE CROSSROAD AND GO 0.4 MILE.  TAKE RIGHT FORK
 GP0567'AND GO 3.2 MILES.  TAKE LEFT FORK AND GO 0.6 MILE, PAST
 GP0567'SMALL DIRT DAM ON RIGHT.  CONTINUE 0.8 MILE, TAKE RIGHT
 GP0567'FORK AND GO 0.6 MILE.  TAKE RIGHT FORK AND GO 1.0 MILE,
 GP0567'PASS STONE-COVERED DIRT DAM ON LEFT, AND CONTINUE 0.4
 GP0567'MILE.  TURN LEFT OFF ROAD AND GO 0.3 MILE TO FOOT OF BUTTE,
 GP0567'THENCE SOUTHWEST 1/4 MILE TO STATION ON SUMMIT OF BUTTE.
 GP0567'ROADS GIVEN IN ABOVE DESCRIPTION ARE LITTLE-USED WAGON ROADS,
 GP0567'SUBJECT TO CHANGE.  STATION MARK IS STANDARD DISK IN
 GP0567'SURFACE OF ROCK LEVEL WITH GROUND.  REFERENCE MARKS
 GP0567'ARE STANDARD DISKS IN ROCK RIM AT EDGE OF BUTTE.
 GP0567'NO. 1 IS 14.310 METERS (46.95 FEET) SOUTHWEST FROM STATION.
 GP0567'S 62 DEG 45 MIN W.  NO. 2 IS 14.595 METERS (47.88 FEET)
 GP0567'SOUTHEAST S 33 DEG 22 MIN E.  NO. 3 (AZIMUTH MARK)
 GP0567'IS IN LARGE BOULDER N SMALL HILL AT BASE OF BUTTE, 1/8 MILE
 GP0567'NORTH OF STATION N 03 DEG 54 MIN W. BEARING
 GP0567'FROM STATION TO PARIA NEEDLE, 12 MILES TO WEST, N 70 DEG 11 MIN W.
 GP0567
 GP0567                          STATION RECOVERY (1947)
 GP0567
 GP0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0567'THE STATION WAS FOUND AS DESCRIBED AND THE ORIGINAL STATION
 GP0567'MARK KEAM HAS BEEN DESTROYED.  A NEW MARK WAS ESTABLISHED AS
 GP0567'KEM 2 AND PUT IN THE SAME DRILL HOLE AS THE OLD STATION.
 GP0567'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF THE COPPER
 GP0567'MINE TRADING POST, 12 MILES SOUTHEAST OF NAVAJO BRIDGE BY TRAIL
 GP0567'OVER THE MOUNTAINS, ABOUT 9 MILES SOUTHWEST OF A PROMIENT
 GP0567'FLAT-TOPPED BUTTE KNOWN LOCALLY AS CLACHEE, NEAR THE SOUTHWEST
 GP0567'END OF LOW FLAT-TOPPED BUTTE, SOUTHWEST END OF WHICH BREAKS
 GP0567'OFF IN STEEP WHITE SLOPE, AND NORTHEAST END IN GRADUAL
 GP0567'SLOPE.  IT IS A STANDARD DISK STAMPED KEAM 2 1947, SET IN
 GP0567'BEDROCK, FLUSH.  THE MARK IS 14 METERS NORTHEAST OF THE
 GP0567'SOUTHWEST EDGE OF THE BUTTE, 6 METERS SOUTHWEST OF THE
 GP0567'NORTHWEST EDGE OF THE BUTTE, AND ON THE HIGHEST PART OF
 GP0567'THE BUTTE.
 GP0567'
 GP0567'REFERENCE MARK NO 1 HAS BEEN DESTROYED AND A NEW ONE WAS SET.
 GP0567'IT IS A STANDARD DISK STAMPED KEAM 2 NO 1 1947, SET IN BEDROCK,
 GP0567'FLUSH.  THE MARK IS 1 METER EAST OF THE EDGE OF THE BUTTE, AND
 GP0567'ABOUT THE SAME ELEVATION AS THE STATION.
 GP0567'
 GP0567'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED KEAM NO 2 1934,
 GP0567'SET IN BEDROCK, FLUSH, AND IS IN GOOD CONDITION.  IT IS 1 METER
 GP0567'WEST OF THE EDGE OF THE BUTTE, AND ABOUT 1 FOOT LOWER THAN
 GP0567'THE STATION.
 GP0567'
 GP0567'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEAM NO 3 1934,
 GP0567'SET IN BEDROCK ABOUT 8 FEET HIGH.  IT IS 0.3 MILE NORTH OF
 GP0567'THE STATION AND IN LARGE BOULDER AT THE BASE OF THE BUTTE,
 GP0567'15 FEET SOUTH OF A PINON TREE.
 GP0567'
 GP0567'TO REACH THE STATION FROM NAVAJO BRIDGE GO SOUTH ON U.S.
 GP0567'HIGHWAY 89 FOR 41 MILES TO THE GAP.  TURN LEFT ON A DIRT ROAD
 GP0567'AND GO 1.5 MILES TO THE TOP OF THE RIM, TAKE THE LEFT FORK
 GP0567'AND GO 4.6 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW THE
 GP0567'BLADED ROAD FOR 20 MILES TO THE COPPER MINE TRADING POST.
 GP0567'FROM THE POST FOLLOW TRACK ROAD NORTH OVER THE HILL FOR
 GP0567'2.0 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 1.6 MILES
 GP0567'TO A FORK.  TAKE RIGHT FORK FOR 2.0 MILES TO DIAGONAL CROSS
 GP0567'ROADS.  KEEP STRAIGHT AHEAD UP THE VALLEY NORTH INTO SADDLE
 GP0567'BETWEEN LOW CLIFFS 1.3 MILES TO A FORK.  KEEP LEFT FORK AND
 GP0567'GO 0.9 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT
 GP0567'AHEAD 0.3 TO DIAGONAL CROSS ROADS, TAKE THE RIGHT FORK AND
 GP0567'GO 1.2 MILES AND A ROAD ON THE LEFT.  CONTINUE STRAIGHT
 GP0567'AHEAD 1.9 MILES TO DIAGONAL CROSS ROADS.  CONTINUE STRAIGHT
 GP0567'AHEAD FOR 0.1 MILE TO CROSS ROADS.  TURN LEFT AND GO 0.4
 GP0567'MILE THEN BEAR RIGHT ACROSS COUNTY 1/2 MILE TO THE HIGHEST
 GP0567'PART OF THE BUTTE AND THE STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0568 ***********************************************************************
 GP0568  DESIGNATION -  KEAM 2
 GP0568  PID         -  GP0568
 GP0568  STATE/COUNTY-  AZ/COCONINO
 GP0568  USGS QUAD   -  WHITE DOME (1985)
 GP0568
 GP0568                         *CURRENT SURVEY CONTROL
 GP0568  ___________________________________________________________________
 GP0568* NAD 83(1992)-  36 46 42.78856(N)    111 25 55.27968(W)     ADJUSTED  
 GP0568* NAVD 88     -      1733.9    (meters)    5689.     (feet)  VERTCON   
 GP0568  ___________________________________________________________________
 GP0568  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 GP0568  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GP0568  HORZ ORDER  -  SECOND
 GP0568
 GP0568.The horizontal coordinates were established by classical geodetic methods
 GP0568.and adjusted by the National Geodetic Survey in August 1993.
 GP0568
 GP0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0568
 GP0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0568
 GP0568.The geoid height was determined by GEOID03.
 GP0568
 GP0568;                    North         East     Units Scale Factor Converg.
 GP0568;SPC AZ C     -   641,006.823   256,619.621   MT  0.99992305   +0 17 24.6
 GP0568;SPC AZ C     - 2,103,040.76    841,927.89   iFT  0.99992305   +0 17 24.6
 GP0568;UTM  12      - 4,070,393.945   461,449.078   MT  0.99961831   -0 15 31.2
 GP0568
 GP0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0568!SPC AZ C     -   0.99973159  x   0.99992305  =   0.99965466
 GP0568!UTM  12      -   0.99973159  x   0.99961831  =   0.99935000
 GP0568
 GP0568|---------------------------------------------------------------------|
 GP0568| PID    Reference Object                     Distance      Geod. Az  |
 GP0568|                                                           dddmmss.s |
 GP0568| CH2610 KEAM RM 2                            14.521 METERS 05424     |
 GP0568| CH2613 KEAM 2 RM 3                          17.567 METERS 13251     |
 GP0568| CH2612 KEAM 2 RM 1                          12.095 METERS 24407     |
 GP0568| CH2611 KEAM RM 3 AZIMUTH                                  2635240.4 |
 GP0568|---------------------------------------------------------------------|
 GP0568
 GP0568                          SUPERSEDED SURVEY CONTROL
 GP0568
 GP0568  NAD 83(1986)-  36 46 42.78393(N)    111 25 55.28042(W) AD(       ) 2
 GP0568  NAD 27      -  36 46 42.81520(N)    111 25 52.73204(W) AD(       ) 2
 GP0568  NGVD 29 (07/12/88) 1732.9    (m)         5685.     (f) VERT ANG    3  
 GP0568
 GP0568.Superseded values are not recommended for survey control.
 GP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0568.See file dsdata.txt to determine how the superseded data were derived.
 GP0568
 GP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6144970394(NAD 83)
 GP0568_MARKER: DS = TRIANGULATION STATION DISK
 GP0568_SETTING: 66 = SET IN ROCK OUTCROP
 GP0568_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0568+STABILITY: POSITION/ELEVATION WELL
 GP0568
 GP0568  HISTORY     - Date     Condition        Report By
 GP0568  HISTORY     - 1947     MONUMENTED       CGS
 GP0568  HISTORY     - 1954     GOOD             USGS
 GP0568  HISTORY     - 1963     GOOD             CGS
 GP0568  HISTORY     - 1983     GOOD             AZDT
 GP0568
 GP0568                          STATION DESCRIPTION
 GP0568
 GP0568'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0568'RECOVERED IN GOOD CONDITION.
 GP0568'
 GP0568'REACHED BY HELICOPTER.
 GP0568
 GP0568                          STATION RECOVERY (1963)
 GP0568
 GP0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0568'THE STATION, AZIMUTH AND AZIMUTH MARK 2 WERE RECOVERED AND IN
 GP0568'GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED AND A NEW
 GP0568'MARK WAS ESTABLISHED.
 GP0568'
 GP0568'THE STATION IS ABOUT 12 MILES SOUTHWEST OF NAVAJO BRIDGE, 10
 GP0568'MILES SOUTH OF PAGE AND 9 MILES SOUTHWEST OF A PROMINENT
 GP0568'FLAT-TOPPED BUTTE KNOWN LOCALLY AS CLACHEE.  IT IS NEAR THE
 GP0568'SOUTHWEST END OF A LOW FLAT-TOPPED BUTTE, SOUTHWEST END OF
 GP0568'WHICH BREAKS OFF IN STEEP WHITE SLOPE AND THE NORTHEAST END
 GP0568'IN A GRADUAL SLOPE.
 GP0568'
 GP0568'TO REACH FROM THE RADIO STATION IN PAGE, GO SOUTHERLY ON
 GP0568'MAIN ROAD FOR 1.7 MILES TO A FORK, KEEP LEFT FORK, STRAIGHT
 GP0568'AHEAD FOR 2.3 MILES TO A WINDMILL ON THE LEFT AND A BRICK
 GP0568'BUILDING ON THE RIGHT.  CONTINUE SOUTHERLY ON MAIN ROAD FOR
 GP0568'1.4 MILES TO WHERE THE ROAD CROSSES UNDER A DOUBLE-POLE
 GP0568'POWERLINE, THENCE SOUTHERLY FOR 3.0 MILES TO A SIGN COPPER
 GP0568'MINE 12 MILES - U.S. 89 38 MILES.  CONTINUE SOUTHERLY ON THE
 GP0568'MAIN ROAD FOR 1.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT, EAST,
 GP0568'FOR 0.55 MILE TO A DIM SIDE ROAD LEFT.  TURN LEFT AND GO
 GP0568'NORTH AND WEST FOR 0.55 MILE TO TOP OF BUTTE AND THE
 GP0568'STATION.
 GP0568'
 GP0568'THE STATION MARK, STAMPED KEAM 2 1947, IS A STANDARD
 GP0568'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 63 FEET
 GP0568'NORTHEAST OF THE SOUTHEAST EDGE OF THE BUTTE, 43 FEET NORTH
 GP0568'OF THE SOUTH EDGE AND 16 FEET SOUTHWEST OF A 2-FOOT HIGH CAIRN.
 GP0568'
 GP0568'REFERENCE MARK 2, STAMPED KEAM NO 2 1934, IS A
 GP0568'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 51
 GP0568'FEET SOUTH OF A CAIRN, 3 FEET WEST OF THE EDGE OF THE BUTTE
 GP0568'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GP0568'
 GP0568'REFERENCE MARK 3, STAMPED KEAM 2 NO 3 1947, IS
 GP0568'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 1 FOOT
 GP0568'EAST OF THE EDGE OF THE BUTTE.
 GP0568'
 GP0568'THE AZIMUTH MARK, STAMPED KEAM NO 3 1934, IS A
 GP0568'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 8
 GP0568'FEET HIGH.  IT IS 0.3 MILE NORTH OF THE STATION AT THE BASE
 GP0568'OF THE BUTTE AND 16 FEET SOUTH OF A PINON TREE.
 GP0568
 GP0568                          STATION RECOVERY (1983)
 GP0568
 GP0568'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0568'THE STATION WAS RECOVERED AS DESCRIBED IN 1947.  A NEW ROUTE TO THE
 GP0568'STATION FOLLOWS.
 GP0568'
 GP0568'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89L AND STATE
 GP0568'ROUTE 98 IN PAGE TRAVEL SOUTH ON S.R. 98 FOR 1.35 MILES TO COPPER MINE
 GP0568'ROAD.  TURN RIGHT AND TRAVEL SOUTH ALONG COPPER MINE ROAD FOR 8.75
 GP0568'MILES TO CROSS ROAD AND A CATTLE GUARD ON THE LEFT.  TURN LEFT PASSING
 GP0568'OVER CATTLE GUARD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 GP0568'0.55 MILE TO A FORK.  TAKE LEFT FORK FOR 0.55 MILE TO THE SOUTHEAST
 GP0568'END OF LOW BUTTE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0714 ***********************************************************************
 FQ0714  DESIGNATION -  KEAMS
 FQ0714  PID         -  FQ0714
 FQ0714  STATE/COUNTY-  AZ/NAVAJO
 FQ0714  USGS QUAD   -  LAMB WELL (1991)
 FQ0714
 FQ0714                         *CURRENT SURVEY CONTROL
 FQ0714  ___________________________________________________________________
 FQ0714* NAD 83(2007)-  35 50 38.55374(N)    110 05 33.24714(W)     ADJUSTED  
 FQ0714* NAVD 88     -      2077.6    (meters)    6816.     (feet)  GPS OBS   
 FQ0714  ___________________________________________________________________
 FQ0714  EPOCH DATE  -        2007.00
 FQ0714  X           -  -1,778,776.692 (meters)                     COMP
 FQ0714  Y           -  -4,862,689.935 (meters)                     COMP
 FQ0714  Z           -   3,715,382.288 (meters)                     COMP
 FQ0714  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 FQ0714  ELLIP HEIGHT-        2056.395 (meters)          (02/10/07) ADJUSTED
 FQ0714  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FQ0714
 FQ0714  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0714  Type    PID    Designation                      North   East  Ellip
 FQ0714  -------------------------------------------------------------------
 FQ0714  NETWORK FQ0714 KEAMS                             0.80   0.71   3.18
 FQ0714  -------------------------------------------------------------------
 FQ0714
 FQ0714.The horizontal coordinates were established by GPS observations
 FQ0714.and adjusted by the National Geodetic Survey in February 2007.
 FQ0714
 FQ0714.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0714.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0714.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0714.The epoch date for horizontal control is a decimal equivalence
 FQ0714.of Year/Month/Day.
 FQ0714
 FQ0714.The orthometric height was determined by GPS observations and a
 FQ0714.high-resolution geoid model.
 FQ0714
 FQ0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0714
 FQ0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0714
 FQ0714.The ellipsoidal height was determined by GPS observations
 FQ0714.and is referenced to NAD 83.
 FQ0714
 FQ0714.The geoid height was determined by GEOID03.
 FQ0714
 FQ0714;                    North         East     Units Scale Factor Converg.
 FQ0714;SPC AZ E     -   537,212.515   220,053.411   MT  0.99990055   +0 02 36.2
 FQ0714;SPC AZ E     - 1,762,508.25    721,960.01   iFT  0.99990055   +0 02 36.2
 FQ0714;UTM  12      - 3,967,030.749   581,946.441   MT  0.99968275   +0 31 53.1
 FQ0714
 FQ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0714!SPC AZ E     -   0.99967735  x   0.99990055  =   0.99957793
 FQ0714!UTM  12      -   0.99967735  x   0.99968275  =   0.99936020
 FQ0714
 FQ0714|---------------------------------------------------------------------|
 FQ0714| PID    Reference Object                     Distance      Geod. Az  |
 FQ0714|                                                           dddmmss.s |
 FQ0714| FQ0017 Q 72                                 18.970 METERS 00700     |
 FQ0714| CD3563 KEAMS AZ MK                                        1034920.6 |
 FQ0714| CD3564 KEAMS RM 1                           10.655 METERS 26914     |
 FQ0714|---------------------------------------------------------------------|
 FQ0714
 FQ0714                          SUPERSEDED SURVEY CONTROL
 FQ0714
 FQ0714  NAD 83(1992)-  35 50 38.55322(N)    110 05 33.24639(W) AD(       ) 1
 FQ0714  ELLIP H (03/15/96) 2056.428  (m)                       GP(       ) 4 1
 FQ0714  NAD 83(1992)-  35 50 38.55236(N)    110 05 33.24532(W) AD(       ) 1
 FQ0714  NAD 83(1986)-  35 50 38.55496(N)    110 05 33.24458(W) AD(       ) 1
 FQ0714  NAD 27      -  35 50 38.53100(N)    110 05 30.81200(W) AD(       ) 1
 FQ0714  NGVD 29 (07/19/86) 2076.55   (m)         6812.8    (f) LEVELING    3  
 FQ0714
 FQ0714.Superseded values are not recommended for survey control.
 FQ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0714.See file dsdata.txt to determine how the superseded data were derived.
 FQ0714
 FQ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8194667031(NAD 83)
 FQ0714_MARKER: DS = TRIANGULATION STATION DISK
 FQ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0714_STAMPING: KEAMS 1951
 FQ0714_MARK LOGO: CGS   
 FQ0714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0714+STABILITY: SURFACE MOTION
 FQ0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0714+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 FQ0714
 FQ0714  HISTORY     - Date     Condition        Report By
 FQ0714  HISTORY     - 1951     MONUMENTED       CGS
 FQ0714  HISTORY     - 1954     GOOD             BAKER
 FQ0714  HISTORY     - 1955     GOOD             CGS
 FQ0714  HISTORY     - 1968     GOOD             CGS
 FQ0714  HISTORY     - 19950808 GOOD             NGS
 FQ0714
 FQ0714                          STATION DESCRIPTION
 FQ0714
 FQ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0714'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF THE OLD KEAMS
 FQ0714'CANYON-STEAMBOAT ROAD.  IT IS ABOUT 4 MILES AIRLINE EAST-NORTHEAST
 FQ0714'OF KEAMS CANYON, ABOUT 17 MILES AIRLINE WEST-NORTHWEST OF
 FQ0714'STEAMBOAT, AND ABOUT 6 MILES AIRLINE NORTH OF THE JEDDITO
 FQ0714'TRADING POST.
 FQ0714'
 FQ0714'THE STATION IS 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FQ0714'80 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD FORK, AND 4-1/2
 FQ0714'FEET EAST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK
 FQ0714'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0714'5 INCHES.  THE DISK IS STAMPED--KEAMS 1951.
 FQ0714'
 FQ0714'REFERENCE MARK NUMBER ONE IS 40 FEET SOUTH OF THE CENTER
 FQ0714'LINE OF THE ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT
 FQ0714'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FQ0714'POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED--KEAMS NO 1
 FQ0714'1951.
 FQ0714'
 FQ0714'BM Q 72 WILL SERVE AS THE NUMBER TWO REFERENCE MARK.  IT IS 24
 FQ0714'FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF
 FQ0714'THE CENTER LINE OF THE ROAD INTERSECTION, AND ABOUT 2-1/2 FEET
 FQ0714'LOWER THAN THE STATION.  IT IS A STANDARD BENCH MARK DISK SET
 FQ0714'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0714'11 INCHES.  THE DISK IS STAMPED--Q 72 1934.
 FQ0714'
 FQ0714'THE AZIMUTH MARK IS LOCATED IN THE SMALL TRIANGLE FORMED BY
 FQ0714'A ROAD FORK.  IT IS 6 FEET NORTH OF THE CENTER LINE OF A
 FQ0714'ROAD, 22 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, AND 2
 FQ0714'FEET SOUTH OF A 1 BY 4 STAKE.  IT IS A STANDARD DISK SET
 FQ0714'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0714'6 INCHES.  THE DISK IS STAMPED--KEAMS 1951.  TO REACH THE
 FQ0714'MARK FROM THE STATION GO EAST-SOUTHEAST ON THE ROAD FOR 0.3
 FQ0714'MILE TO A FORK AND THE MARK ON THE LEFT.
 FQ0714'
 FQ0714'TO REACH THE STATION FROM THE POST OFFICE IN KEAMS CANYON
 FQ0714'GO EASTERLY ON THE ROAD TOWARDS GANADO FOR 2.2 MILES TO A FORK.
 FQ0714'TAKE THE LEFT FORK AND GO 5.8 MILES TO THE STATION ON THE RIGHT.
 FQ0714'
 FQ0714'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 FQ0714
 FQ0714                          STATION RECOVERY (1954)
 FQ0714
 FQ0714'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (WGR)
 FQ0714'STATION FOUND AS DESCRIBED, ALL REFERENCE MARKS RECOVERED.
 FQ0714'AZIMUTH MARK RECOVERED.  CONDITION - GOOD.
 FQ0714
 FQ0714                          STATION RECOVERY (1955)
 FQ0714
 FQ0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0714'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 FQ0714'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FQ0714'IS ADEQUATE EXCEPT THAT THE DIRECTIONS FOR REACHING THE STATION
 FQ0714'ARE NOW OBSOLETE.  NEW DIRECTIONS TO REACH THE STATION FOLLOW--
 FQ0714'
 FQ0714'TO REACH THE STATION FROM THE POST OFFICE IN KEAMS CANYON
 FQ0714'GO EAST ON THE PAVED ROAD TO GANADO FOR 0.5 MILE TO A GRADED
 FQ0714'ROAD LEFT, TURN LEFT AND GO NORTH AND EAST FOR 1.7 MILES TO A
 FQ0714'FORK, TAKE THE LEFT FORK AND CONTINUE 5.8 MILES TO A FORK AND
 FQ0714'THE STATION ON THE RIGHT.
 FQ0714
 FQ0714                          STATION RECOVERY (1968)
 FQ0714
 FQ0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 FQ0714'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FQ0714'IN GOOD CONDITION.  THE POST OFFICE HAS BEEN MOVED AND A
 FQ0714'NEW DESCRIPTION FOLLOWS.
 FQ0714'
 FQ0714'TO REACH THE STATION FROM THE POST OFFICE IN KEAMS CANYON, GO
 FQ0714'EASTERLY ON THE PAVED ROAD FOR 0.3 MILES.  TURN LEFT ONTO STATE
 FQ0714'HIGHWAY 264 AND GO SOUTHEAST FOR 1.3 MILES.  TURN LEFT OFF THE
 FQ0714'HIGHWAY, CROSS OVER THE CATTLE GUARD AND GO NORTHEASTERLY
 FQ0714'ON A NARROW OILED ROAD, PASSING THE CITY DUMP GROUNDS, FOR
 FQ0714'0.9 MILES.  TAKE THE LEFT FORK AND FOLLOW THE NARROW SANDY
 FQ0714'ROAD NORTHEASTERLY FOR 2.6 MILES.  TAKE THE RIGHT FORK AND
 FQ0714'GO NORTHEASTERLY FOR 1.5 MILES.  TAKE THE LEFT FORK AND GO
 FQ0714'NORTHEASTERLY FOR 1.0 MILES TO A CROSS ROAD.  TAKE THE RIGHT
 FQ0714'HAND ROAD AND GO NORTHEASTERLY FOR 0.7 MILES TO A FORK AND
 FQ0714'THE STATION ON THE RIGHT, EAST SIDE OF THE ROAD.
 FQ0714
 FQ0714                          STATION RECOVERY (1995)
 FQ0714
 FQ0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0714'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST-NORTHEAST OF THE
 FQ0714'VILLAGE OF KEAMS CANYON AND 8 MI (12.9 KM) NORTH OF THE INTERSECTION
 FQ0714'OF ARIZONA HIGHWAYS 264 AND 77 ON HOPI INDIAN TRIBAL LAND.  TO REACH
 FQ0714'THE STATION FROM THE TURNOFF FROM ARIZONA HIGHWAY 264 FOR KEAMS
 FQ0714'CANYON, GO EAST TOWARDS KEAMS CANYON FOR 0.25 MI (0.40 KM) TO A STOP
 FQ0714'SIGN AT A 4-WAY INTERSECTION AND A HOPI INDIAN AGENCY WELCOME SIGN.
 FQ0714'CONTINUE STRAIGHT, EAST, FOR 0.2 MI (0.3 KM) TO THE INDIAN HEALTH
 FQ0714'SERVICE HOSPITAL ON THE LEFT.  CONTINUE STRAIGHT, SOUTHEAST, FOR 0.4
 FQ0714'MI (0.6 KM) TO A JUNCTION WITH A PAVED ROAD ON THE LEFT.  TURN LEFT,
 FQ0714'SOUTHEAST, AND GO 1.6 MI (2.6 KM) TO A CATTLEGUARD.  CONTINUE FOR 0.6
 FQ0714'MI (1.0 KM) TO A Y INTERSECTION, AS THE PAVEMENT ENDS AND THE ROAD
 FQ0714'CLIMBS A HILL OUT OF THE CANYON BOTTOM.  TURN RIGHT AT THE Y
 FQ0714'INTERSECTION ON INDIAN ROUTE 65 AND GO 0.4 MI (0.6 KM) TO A Y
 FQ0714'INTERSECTION WITH A ROAD ON THE RIGHT.  TURN RIGHT, NORTHEAST, AND GO
 FQ0714'0.4 MI (0.6 KM) TO A ROAD ON THE RIGHT LEADING TO OLD HOMESITES. STAY
 FQ0714'LEFT ON THE MAIN ROAD AT THIS POINT AND GO 0.7 MI (1.1 KM) , CROSSING
 FQ0714'AN EARTHEN DAM/CAUSEWAY ACROSS KEAMS CANYON WASH, TO A Y INTERSECTION.
 FQ0714'TAKE THE LEFT FORK AND GO 0.3 MI (0.5 KM) TO A REVERSE Y INTERSECTION.
 FQ0714'CONTINUE STRAIGHT, EAST, AND GO 0.35 MI (0.56 KM) TO A CATTLEGUARD AND
 FQ0714'A ROAD ON THE LEFT.  CONTINUE STRAIGHT, ACROSS THE CATTLEGUARD, AND GO
 FQ0714'0.8 MI (1.3 KM) TO A Y JUNCTION.  GO LEFT, NORTHEAST, FOR 1.1 MI (1.8
 FQ0714'KM) TO AN X JUNCTION.  STAY RIGHT, ON THE MAIN ROAD, AND GO 0.4 MI
 FQ0714'(0.6 KM) TO A Y JUNCTION.  STAY RIGHT, ON THE MAIN ROAD, AND GO 0.25
 FQ0714'MI (0.40 KM) TO A Y JUNCTION AND THE STATION ON THE RIGHT, SOUTH, SIDE
 FQ0714'OF THE ROAD.  THE STATION IS A USCGS TRIANGULATION STATION DISK
 FQ0714'STAMPED ---KEAMS 1951--- AND SET IN THE TOP OF A 0.25 M (0.82 FT)
 FQ0714'SQUARE CONCRETE POST THAT PROJECTS 0.1 M (0.3 FT) ABOVE GROUND LEVEL.
 FQ0714'THE STATION IS 13.5 M (44.3 FT) SOUTH OF THE NOSE OF A Y JUNCTION OF
 FQ0714'TWO DIRT ROADS ON A LOW HILLSIDE, PARTIALLY COVERED WITH LOW PINYON
 FQ0714'AND JUNIPER TREES.  BENCHMARK Q 72 IS 5.0 M (16.4 FT) NORTH OF THE Y
 FQ0714'JUNCTION CENTERLINE NOSE REFERENCED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4134 ***********************************************************************
 DH4134  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4134  DESIGNATION -  KEARNY CORS ARP
 DH4134  CORS_ID     -  AZKR
 DH4134  PID         -  DH4134
 DH4134  STATE/COUNTY-  AZ/PINAL
 DH4134  USGS QUAD   -  KEARNY (1964)
 DH4134
 DH4134                         *CURRENT SURVEY CONTROL
 DH4134  ___________________________________________________________________
 DH4134* NAD 83(CORS)-  33 03 32.23586(N)    110 54 36.94592(W)     ADJUSTED  
 DH4134* NAVD 88     -              **(meters)            **(feet)            
 DH4134  ___________________________________________________________________
 DH4134  EPOCH DATE  -        2002.00
 DH4134  X           -  -1,909,936.550 (meters)                     COMP
 DH4134  Y           -  -4,998,942.475 (meters)                     COMP
 DH4134  Z           -   3,459,746.570 (meters)                     COMP
 DH4134  ELLIP HEIGHT-         561.411 (meters)          (06/??/05) ADJUSTED
 DH4134  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH4134  HORZ ORDER  -  SPECIAL (CORS)
 DH4134  ELLP ORDER  -  SPECIAL (CORS)
 DH4134
 DH4134.ITRF positions are available for this station.
 DH4134.The coordinates were established by GPS observations
 DH4134.and adjusted by the National Geodetic Survey in June 2005.
 DH4134.The coordinates are valid at the epoch date displayed above.
 DH4134.The epoch date for horizontal control is a decimal equivalence
 DH4134.of Year/Month/Day.
 DH4134
 DH4134
 DH4134.The PID for the CORS L1 Phase Center is DI6104.
 DH4134
 DH4134.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4134
 DH4134.The ellipsoidal height was determined by GPS observations
 DH4134.and is referenced to NAD 83.
 DH4134
 DH4134.The geoid height was determined by GEOID03.
 DH4134
 DH4134;                    North         East     Units Scale Factor Converg.
 DH4134;SPC AZ C     -   228,739.509   307,341.655   MT  1.00000887   +0 32 56.5
 DH4134;SPC AZ C     -   750,457.71  1,008,338.76   iFT  1.00000887   +0 32 56.5
 DH4134
 DH4134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4134!SPC AZ C     -   0.99991187  x   1.00000887  =   0.99992074
 DH4134
 DH4134                          SUPERSEDED SURVEY CONTROL
 DH4134
 DH4134.No superseded survey control is available for this station.
 DH4134
 DH4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0837757826(NAD 83)
 DH4134_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4134
 DH4134                          STATION DESCRIPTION
 DH4134
 DH4134'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4134'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4134'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4134'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4134'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4134'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI6104 ***********************************************************************
 DI6104  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI6104  DESIGNATION -  KEARNY CORS L1 PHASE CENTER
 DI6104  CORS_ID     -  AZKR
 DI6104  PID         -  DI6104
 DI6104  STATE/COUNTY-  AZ/PINAL
 DI6104  USGS QUAD   -  KEARNY (1964)
 DI6104
 DI6104                         *CURRENT SURVEY CONTROL
 DI6104  ___________________________________________________________________
 DI6104* NAD 83(CORS)-  33 03 32.23591(N)    110 54 36.94589(W)     ADJUSTED  
 DI6104* NAVD 88     -              **(meters)            **(feet)            
 DI6104  ___________________________________________________________________
 DI6104  EPOCH DATE  -        2002.00
 DI6104  X           -  -1,909,936.575 (meters)                     COMP
 DI6104  Y           -  -4,998,942.541 (meters)                     COMP
 DI6104  Z           -   3,459,746.617 (meters)                     COMP
 DI6104  ELLIP HEIGHT-         561.496 (meters)          (06/??/05) ADJUSTED
 DI6104  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DI6104  HORZ ORDER  -  SPECIAL (CORS)
 DI6104  ELLP ORDER  -  SPECIAL (CORS)
 DI6104
 DI6104.ITRF positions are available for this station.
 DI6104.The coordinates were established by GPS observations
 DI6104.and adjusted by the National Geodetic Survey in June 2005.
 DI6104.The coordinates are valid at the epoch date displayed above.
 DI6104.The epoch date for horizontal control is a decimal equivalence
 DI6104.of Year/Month/Day.
 DI6104
 DI6104
 DI6104.The PID for the CORS ARP is DH4134.
 DI6104
 DI6104.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI6104
 DI6104.The ellipsoidal height was determined by GPS observations
 DI6104.and is referenced to NAD 83.
 DI6104
 DI6104.The geoid height was determined by GEOID03.
 DI6104
 DI6104;                    North         East     Units Scale Factor Converg.
 DI6104;SPC AZ C     -   228,739.511   307,341.656   MT  1.00000887   +0 32 56.5
 DI6104;SPC AZ C     -   750,457.71  1,008,338.77   iFT  1.00000887   +0 32 56.5
 DI6104
 DI6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6104!SPC AZ C     -   0.99991185  x   1.00000887  =   0.99992072
 DI6104
 DI6104                          SUPERSEDED SURVEY CONTROL
 DI6104
 DI6104.No superseded survey control is available for this station.
 DI6104
 DI6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0837757826(NAD 83)
 DI6104_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI6104
 DI6104                          STATION DESCRIPTION
 DI6104
 DI6104'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI6104'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI6104'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI6104'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI6104'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI6104'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0586 ***********************************************************************
 FQ0586  DESIGNATION -  KEETSOL
 FQ0586  PID         -  FQ0586
 FQ0586  STATE/COUNTY-  AZ/COCONINO
 FQ0586  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0586
 FQ0586                         *CURRENT SURVEY CONTROL
 FQ0586  ___________________________________________________________________
 FQ0586* NAD 83(1992)-  35 52 13.89342(N)    111 29 41.01350(W)     ADJUSTED  
 FQ0586* NAVD 88     -      1455.1    (meters)    4774.     (feet)  VERTCON   
 FQ0586  ___________________________________________________________________
 FQ0586  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 FQ0586  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FQ0586  HORZ ORDER  -  SECOND
 FQ0586
 FQ0586.The horizontal coordinates were established by classical geodetic methods
 FQ0586.and adjusted by the National Geodetic Survey in August 1993.
 FQ0586
 FQ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0586
 FQ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0586
 FQ0586.The geoid height was determined by GEOID03.
 FQ0586
 FQ0586;                    North         East     Units Scale Factor Converg.
 FQ0586;SPC AZ C     -   540,230.379   251,462.116   MT  0.99991788   +0 14 50.1
 FQ0586;SPC AZ C     - 1,772,409.38    825,006.94   iFT  0.99991788   +0 14 50.1
 FQ0586;UTM  12      - 3,969,701.027   455,338.579   MT  0.99962458   -0 17 23.6
 FQ0586
 FQ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0586!SPC AZ C     -   0.99977542  x   0.99991788  =   0.99969332
 FQ0586!UTM  12      -   0.99977542  x   0.99962458  =   0.99940008
 FQ0586
 FQ0586|---------------------------------------------------------------------|
 FQ0586| PID    Reference Object                     Distance      Geod. Az  |
 FQ0586|                                                           dddmmss.s |
 FQ0586| CH2615 ROUTE 64 STA 1432+44.16 4772.2       18.409 METERS 00209     |
 FQ0586| CH2614 KEETSOL RM 1                         13.483 METERS 11456     |
 FQ0586| FQ0585 HOLE                                APPROX. 1.5 KM 1333701.6 |
 FQ0586|---------------------------------------------------------------------|
 FQ0586
 FQ0586                          SUPERSEDED SURVEY CONTROL
 FQ0586
 FQ0586  NAD 83(1986)-  35 52 13.89501(N)    111 29 41.01003(W) AD(       ) 2
 FQ0586  NAD 27      -  35 52 13.91185(N)    111 29 38.49451(W) AD(       ) 2
 FQ0586  NGVD 29 (07/19/86) 1454.2    (m)         4771.     (f) VERT ANG    3  
 FQ0586
 FQ0586.Superseded values are not recommended for survey control.
 FQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0586.See file dsdata.txt to determine how the superseded data were derived.
 FQ0586
 FQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5533969701(NAD 83)
 FQ0586_MARKER: DD = SURVEY DISK
 FQ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0586
 FQ0586  HISTORY     - Date     Condition        Report By
 FQ0586  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0586
 FQ0586                          STATION DESCRIPTION
 FQ0586
 FQ0586'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0586'THE STATION IS ABOUT 5 MILES WEST OF CAMERON, 22.5 MILES WEST
 FQ0586'SOUTHWEST OF TUBA CITY ON THE NORTH SIDE OF ARIZONA HWY. 64 ATOP
 FQ0586'A SMALL HWY. CUTBANK.
 FQ0586'
 FQ0586'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED KEETSOL 1976
 FQ0586'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.3
 FQ0586'FEET.  THE STATION IS 45 FEET NORTH OF HWY. 64 CENTERLINE ABOVE A
 FQ0586'5 FOOT CUTBANK AND IS MARKED WITH A WITNESS POST AND SIGN 3 FEET
 FQ0586'TO THE NORTH.
 FQ0586'
 FQ0586'REFERENCE MARK 2 IS A U.S.D.A. BUREAU OF PUBLIC ROADS TABLET
 FQ0586'STAMPED ELEV. 4772.2 FT. STA. 1432+44.18 1934 AND IS SET ON A PIPE
 FQ0586'CEMENTED INTO GROUND PROJECTING 0.4 FEET.
 FQ0586'
 FQ0586'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED KEETSOL
 FQ0586'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0586'PROJECTING 0.3 FEET.
 FQ0586'
 FQ0586'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0586'FOR ABOUT 1 MILE TO THE JUNCTION WITH ARIZONA HWY. 64, TURN RIGHT
 FQ0586'(WEST) ON HWY. 64 AND GO TO MILE POST 291.65, STATION IS ON THE
 FQ0586'RIGHT (NORTH) 45 FEET FROM HWY. CENTERLINE.
 FQ0586'
 FQ0586'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0879 ***********************************************************************
 DW0879  DESIGNATION -  KEISER
 DW0879  PID         -  DW0879
 DW0879  STATE/COUNTY-  AZ/LA PAZ
 DW0879  USGS QUAD   -  SOUTH OF QUARTZSITE (1990)
 DW0879
 DW0879                         *CURRENT SURVEY CONTROL
 DW0879  ___________________________________________________________________
 DW0879* NAD 83(1992)-  33 36 11.49686(N)    114 12 59.55238(W)     ADJUSTED  
 DW0879* NAVD 88     -       317.5    (meters)    1042.     (feet)  VERTCON   
 DW0879  ___________________________________________________________________
 DW0879  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 DW0879  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DW0879  HORZ ORDER  -  FIRST
 DW0879
 DW0879.The horizontal coordinates were established by classical geodetic methods
 DW0879.and adjusted by the National Geodetic Survey in August 1993.
 DW0879
 DW0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0879
 DW0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0879
 DW0879.The geoid height was determined by GEOID03.
 DW0879
 DW0879;                    North         East     Units Scale Factor Converg.
 DW0879;SPC AZ W     -   288,752.140   170,061.910   MT  0.99995644   -0 15 29.5
 DW0879;SPC AZ W     -   947,349.54    557,945.90   iFT  0.99995644   -0 15 29.5
 DW0879;UTM  11      - 3,721,633.962   758,274.983   MT  1.00042246   +1 32 28.8
 DW0879
 DW0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0879!SPC AZ W     -   0.99995517  x   0.99995644  =   0.99991161
 DW0879!UTM  11      -   0.99995517  x   1.00042246  =   1.00037761
 DW0879
 DW0879:                Primary Azimuth Mark                     Grid Az
 DW0879:SPC AZ W     -  CAIRN NORTH END NEW WATER MTN            074 51 41.7
 DW0879:UTM  11      -  CAIRN NORTH END NEW WATER MTN            073 03 43.4
 DW0879
 DW0879|---------------------------------------------------------------------|
 DW0879| PID    Reference Object                     Distance      Geod. Az  |
 DW0879|                                                           dddmmss.s |
 DW0879| DW0874 CAIRN NORTH END NEW WATER MTN       APPROX.12.0 KM 0743612.2 |
 DW0879| CF0903 KEISER RM 1                          10.994 METERS 17658     |
 DW0879| CF0902 KEISER AZ MK                                       1813237.4 |
 DW0879| DW0890 LOS ANGELES PHOENIX AWY BCN 23      APPROX.12.2 KM 2642813.7 |
 DW0879| CF0904 KEISER RM 2                          17.760 METERS 27546     |
 DW0879| CF0905 KEISER RM 3                          11.743 METERS 27628     |
 DW0879| DW0887 SUGAR LOAF PK CAIRN                 APPROX. 9.8 KM 2901152.2 |
 DW0879| DW0881 KEISER POINT A                       11.518 METERS 30659     |
 DW0879|---------------------------------------------------------------------|
 DW0879
 DW0879                          SUPERSEDED SURVEY CONTROL
 DW0879
 DW0879  NAD 83(1986)-  33 36 11.49467(N)    114 12 59.55870(W) AD(       ) 1
 DW0879  NAD 27      -  33 36 11.39800(N)    114 12 56.76100(W) AD(       ) 1
 DW0879  NGVD 29 (07/19/86)  316.8    (m)         1039.     (f) VERT ANG    3  
 DW0879
 DW0879.Superseded values are not recommended for survey control.
 DW0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0879.See file dsdata.txt to determine how the superseded data were derived.
 DW0879
 DW0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5827521634(NAD 83)
 DW0879_MARKER: DS = TRIANGULATION STATION DISK
 DW0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0879
 DW0879  HISTORY     - Date     Condition        Report By
 DW0879  HISTORY     - 1949     MONUMENTED       CGS
 DW0879  HISTORY     - 1967     GOOD             CGS
 DW0879  HISTORY     - 1971     GOOD             NGS
 DW0879
 DW0879                          STATION DESCRIPTION
 DW0879
 DW0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0879'STATION LOCATED ABOUT 4.0 MILES AIR LINE SOUTH OF QUARTZSITE,
 DW0879'50 PACES EAST OF STATE HIGHWAY 95, 10 PACES EAST OF THE
 DW0879'CENTER LINE OF DOUBLE-POLE TRANSMISSION LINE, NEAR POLE
 DW0879'BEARING THE METAL NUMBER DESIGNATION 400, 3 PACES NORTHEAST
 DW0879'OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED, KEISER
 DW0879'1949.
 DW0879'
 DW0879'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 DW0879'10 PACES EAST OF CENTER LINE OF TRANSMISSION LINE, PROJECTS
 DW0879'4 INCHES, AND STAMPED, KEISER NO 1 1949.
 DW0879'
 DW0879'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 DW0879'7 PACES SOUTHWEST OF POLE NO. 400, PROJECTS 4 INCHES, AND
 DW0879'STAMPED, KEISER NO 2 1949.
 DW0879'
 DW0879'AZIMUTH MARK IS LOCATED 28 PACES EAST OF CENTER LINE OF
 DW0879'STATE HIGHWAY 95, 24 PACES SOUTHWEST OF POLE NO. 403, 7
 DW0879'PACES WEST OF CENTER LINE OF TRANSMISSION LINE, 4 PACES
 DW0879'EAST OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND STAMPED,
 DW0879'KEISER 1949.
 DW0879'
 DW0879'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH
 DW0879'STATE HIGHWAY 95, ABOUT 0.8 MILE EAST OF QUARTZSITE, GO SOUTH
 DW0879'ON STATE HIGHWAY 95 FOR 4.45 MILES TO STATION ON LEFT AS
 DW0879'DESCRIBED ABOVE.  A DRIVE STATION.
 DW0879'
 DW0879'TO REACH AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON STATE
 DW0879'HIGHWAY 95 FOR 0.3 MILE TO MARK ON LEFT AS DESCRIBED ABOVE.
 DW0879
 DW0879                          STATION RECOVERY (1967)
 DW0879
 DW0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PAW)
 DW0879'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 DW0879'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1949.  REFERENCE
 DW0879'MARK 2 WAS RECOVERED LYING HORIZONTALLY UPON THE GROUND SURFACE
 DW0879'AND THE DISK WAS RECOVERED.  THE DISTANCE TO REFERENCE MARK
 DW0879'1 WAS FOUND TO CHECK.  THE HORIZONTAL DIRECTIONS TO REFERENCE
 DW0879'MARK 1 AND AIRWAY BEACON 23 CHECKED VERY GOOD.  REFERENCE
 DW0879'MARK 3 WAS ESTABLISHED THIS YEAR.  THE 1949 ROUTE TO THE
 DW0879'STATION WAS USED IN RECOVERY AND FOUND TO BE ADEQUATE ALTHOUGH
 DW0879'THE HIGHWAY BETWEEN QUARTZSITE AND YUMA HAS BEEN UNDERGOING
 DW0879'A WIDENING AND RE-ALIGNMENT PROGRAM.  A NEW DESCRIPTION
 DW0879'FOLLOWS.
 DW0879'
 DW0879'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF QUARTZSITE,
 DW0879'ON THE EAST SIDE OF U.S. HIGHWAY 95, AND ON THE EAST SIDE
 DW0879'OF A DOUBLE WOODEN POLE POWERLINE AND POWERLINE ROAD.
 DW0879'
 DW0879'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DW0879'10 AND U.S. HIGHWAY 95 AT QUARTZSITE, DRIVE SOUTH ON HIGHWAY
 DW0879'95 FOR 4.25 MILES TO THE STATION ON THE LEFT.
 DW0879'
 DW0879'THE SURFACE STATION MARK, A STANDARD DISK STAMPED KEISER
 DW0879'1949, IS SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES
 DW0879'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND
 DW0879'SURFACE.  IT IS 155 FEET EAST OF THE CENTER OF THE HIGHWAY,
 DW0879'55.0 FEET EAST OF THE BLADED POWERLINE ROAD, 31.0 FEET SOUTHEAST
 DW0879'OF TWIN POWERLINE POLES NUMBER 49-7, 8.5 FEET NORTHEAST
 DW0879'OF A 4-INCHES SQUARE WOODEN WITNESS POST AND 4.5 FEET SOUTHEAST
 DW0879'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DW0879'
 DW0879'REFERENCE MARK 1, A STANDARD DISK STAMPED KEISER NO 1 1949, IS
 DW0879'SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE
 DW0879'AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 DW0879'IT IS 158 FEET EAST OF THE CENTER OF THE HIGHWAY AND 58.0
 DW0879'FEET EAST OF THE POWERLINE ROAD.
 DW0879'
 DW0879'REFERENCE MARK 3, A STANDARD DISK STAMPED KEISER NO. 3 1949,
 DW0879'IS SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE
 DW0879'AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 DW0879'IT IS 116.5 FEET EAST OF THE CENTER OF THE HIGHWAY, 16.5
 DW0879'FEET SOUTH OF THE WEST ONE OF TWIN POWERLINE POLES NUMBER
 DW0879'49-7, AND 16.0 FEET EAST OF THE CENTER OF THE POWERLINE ROAD.
 DW0879'
 DW0879'THE AZIMUTH MARK, A STANDARD DISK STAMPED KEISER 1949, IS
 DW0879'SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE
 DW0879'AT THE TOP AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 DW0879'IT IS 99.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 86.5
 DW0879'FEET SOUTH-SOUTHWEST OF THE WEST ONE OF TWIN POWERLINE POLES
 DW0879'NUMBER 50-1, 13.8 FEET EAST-SOUTHEAST OF A 4-INCHES SQUARE
 DW0879'WOODEN WITNESS POST, 12.0 FEET WEST OF THE CENTER OF A BLADED
 DW0879'POWERLINE ROAD AND 2.7 FEET NORTH OF A METAL WITNESS POST
 DW0879'WITH SIGN ATTACHED.
 DW0879'
 DW0879'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH
 DW0879'ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DW0879
 DW0879                          STATION RECOVERY (1971)
 DW0879
 DW0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DW0879'THE STATION, AZIMUTH AND REFERENCE MARK NUMBER 1 WERE RECOVERED
 DW0879'AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 DW0879'FOUND TO HAVE BEEN MOVED FROM THE ORIGINAL POSITION AND
 DW0879'IS NOW STAMPED NUMBER 3.  A COMPLETE DESCRIPTION FOLLOWS.
 DW0879'
 DW0879'THE STATION IS LOCATED 4.4 MILES SOUTH OF THE MAIN INTERSECTION
 DW0879'OF U.S. HIGHWAY 95 AND INTERSTATE HIGHWAY 10 AT THE TOWN
 DW0879'OF QUARTZSITE.
 DW0879'
 DW0879'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DW0879'95 AND INTERSTATE HIGHWAY 10, WHICH IS 0.7 MILE EAST OF
 DW0879'THE POST OFFICE AT QUARTZSITE, GO SOUTH ON U.S. HIGHWAY 95
 DW0879'FOR 4.4 MILES TO THE STATION ON THE LEFT, EAST SIDE OF THE
 DW0879'HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 DW0879'SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT.
 DW0879'
 DW0879'THE STATION MARK IS A STANDARD DISK, STAMPED KEISER 1949,
 DW0879'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 DW0879'150 FEET EAST OF THE CENTER OF THE HIGHWAY, 29 FEET EAST
 DW0879'OF THE CENTERLINE OF A DOUBLE-POLE TRANSMISSION LINE, 4
 DW0879'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 3 FEET
 DW0879'NORTHEAST OF A 4 X 4 WITNESS POST.
 DW0879'
 DW0879'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEISER
 DW0879'NO 1 1949, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DW0879'IT IS 70 FEET SOUTHEAST OF THE WEST TRANSMISSION LINE POLE
 DW0879'AND 40 FEET SOUTH OF THE METAL WITNESS POST.
 DW0879'
 DW0879'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED KEISER
 DW0879'NO 3 1949, SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH.
 DW0879'IT IS 23 FEET SOUTHWEST OF THE EAST TRANSMISSION LINE POLE
 DW0879'AND 16 FEET SOUTH OF THE WEST TRANSMISSION LINE POLE.
 DW0879'
 DW0879'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KEISER 1949,
 DW0879'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 DW0879'85 FEET EAST OF THE CENTER OF THE HIGHWAY, 20 FEET WEST
 DW0879'OF THE CENTERLINE OF THE DOUBLE-POLE TRANSMISSION LINE AND
 DW0879'11 FEET EAST OF A WITNESS POST.
 DW0879'
 DW0879'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DW0879'
 DW0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.4 MILES
 DW0879'SOUTH OF QUARTZSITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2049 ***********************************************************************
 CZ2049  DESIGNATION -  KEITH
 CZ2049  PID         -  CZ2049
 CZ2049  STATE/COUNTY-  AZ/PINAL
 CZ2049  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2049
 CZ2049                         *CURRENT SURVEY CONTROL
 CZ2049  ___________________________________________________________________
 CZ2049* NAD 83(1992)-  32 45 42.87363(N)    111 40 50.25208(W)     ADJUSTED  
 CZ2049* NAVD 88     -       456.1    (meters)    1496.     (feet)  VERTCON   
 CZ2049  ___________________________________________________________________
 CZ2049  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CZ2049  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2049  HORZ ORDER  -  FIRST
 CZ2049
 CZ2049.The horizontal coordinates were established by classical geodetic methods
 CZ2049.and adjusted by the National Geodetic Survey in August 1993.
 CZ2049
 CZ2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2049
 CZ2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2049
 CZ2049.The geoid height was determined by GEOID03.
 CZ2049
 CZ2049;                    North         East     Units Scale Factor Converg.
 CZ2049;SPC AZ C     -   195,374.023   235,475.669   MT  0.99990603   +0 07 39.8
 CZ2049;SPC AZ C     -   640,990.89    772,557.97   iFT  0.99990603   +0 07 39.8
 CZ2049;UTM  12      - 3,625,097.612   436,247.948   MT  0.99965011   -0 22 06.0
 CZ2049
 CZ2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2049!SPC AZ C     -   0.99993313  x   0.99990603  =   0.99983917
 CZ2049!UTM  12      -   0.99993313  x   0.99965011  =   0.99958327
 CZ2049
 CZ2049:                Primary Azimuth Mark                     Grid Az
 CZ2049:SPC AZ C     -  KEITH AZ MK                              080 34 21.7
 CZ2049:UTM  12      -  KEITH AZ MK                              081 04 07.5
 CZ2049
 CZ2049|---------------------------------------------------------------------|
 CZ2049| PID    Reference Object                     Distance      Geod. Az  |
 CZ2049|                                                           dddmmss.s |
 CZ2049| CH5795 KEITH AZ MK                                        0804201.5 |
 CZ2049| CZ2025 ELOY MUNICIPAL TANK                 APPROX.11.8 KM 0955126.8 |
 CZ2049| CH5796 KEITH RM 1                           40.365 METERS 14000     |
 CZ2049| CH5797 KEITH RM 2                           49.585 METERS 23018     |
 CZ2049|---------------------------------------------------------------------|
 CZ2049
 CZ2049                          SUPERSEDED SURVEY CONTROL
 CZ2049
 CZ2049  NAD 83(1986)-  32 45 42.86820(N)    111 40 50.25205(W) AD(       ) 1
 CZ2049  NAD 27      -  32 45 42.65527(N)    111 40 47.80250(W) AD(       ) 1
 CZ2049  NGVD 29 (07/19/86)  455.5    (m)         1494.     (f) VERT ANG    3  
 CZ2049
 CZ2049.Superseded values are not recommended for survey control.
 CZ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2049.See file dsdata.txt to determine how the superseded data were derived.
 CZ2049
 CZ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3624825098(NAD 83)
 CZ2049_MARKER: DS = TRIANGULATION STATION DISK
 CZ2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2049
 CZ2049  HISTORY     - Date     Condition        Report By
 CZ2049  HISTORY     - 1971     MONUMENTED       NGS
 CZ2049  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2049
 CZ2049                          STATION DESCRIPTION
 CZ2049
 CZ2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2049'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF CASA GRANDE, 7
 CZ2049'MILES WEST OF ELOY, 3 MILES SOUTH OF INTERSTATE HIGHWAY 10, 0.5 MILE
 CZ2049'NORTH-NORTHWEST OF ARIZONA CITY AND ON PROPERTY OWNED BY THE ALLEN
 CZ2049'KEITH CORPORATION, FURNITURE FACTORY NO. 2, ARIZONA CITY.
 CZ2049'
 CZ2049'TO REACH THE STATION FROM THE POST OFFICE IN ARIZONA CITY GO NORTH ON
 CZ2049'SUNLAND GIN ROAD FOR 0.4 MILE TO THE INTERSECTION OF BATTAGLIA
 CZ2049'ROAD.  TURN LEFT AND GO WEST ON BATTAGLIA ROAD FOR 0.1 MILE TO THE
 CZ2049'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON BATTAGLIA ROAD FOR
 CZ2049'0.4 MILE TO A WOODEN BRIDGE ON THE LEFT AND A FURNITURE FACTORY.
 CZ2049'TURN LEFT CROSSING THE BRIDGE AND GO SOUTH INTO A PARKING AREA
 CZ2049'FOR 0.1 MILE TO THE STATION.
 CZ2049'
 CZ2049'THE STATION MARKS ARE STANDARD DISKS STAMPED KEITH 1971, THE SURFACE
 CZ2049'MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 CZ2049'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 207
 CZ2049'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FURNITURE
 CZ2049'FACTORY AND 121 FEET EAST OF AN OLEANDER HEDGE.  AN UNDER-GROUND
 CZ2049'DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CZ2049'
 CZ2049'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEITH NO 1 1971, SET IN
 CZ2049'THE TOP OF A AROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CZ2049'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 2.5 FEET WEST OF A
 CZ2049'POWER LINE POLE WITH A TRIANGULAR BLAZE.
 CZ2049'
 CZ2049'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEITH NO 2 1971, SET IN
 CZ2049'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CZ2049'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 3 FEET WEST OF AN
 CZ2049'OLEANDER HEDGE AND 2 FEET SOUTH OF A POWER LINE POLE WITH A
 CZ2049'TRIANGULAR BLAZE.
 CZ2049'
 CZ2049'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEITH 1971, SET IN THE
 CZ2049'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CZ2049'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 CZ2049'NORTH OF THE CENTER OF THE SURFACED ROAD, 2.5 FEET EAST OF A METAL
 CZ2049'WITNESS POST WITH SIGN AND 2 FEET WEST OF A POWER LINE POLE.
 CZ2049
 CZ2049                          STATION RECOVERY (2007)
 CZ2049
 CZ2049'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2049'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 CZ2049'MARK. THE DESCRIBED AREA HAS BEEN USED AS A DRIVEWAY FOR HEAVY TRUCKS.
 CZ2049'RM1 WAS RECOVERED AND MEASUREMENTS MADE. THE UNDERGROUND MARK IS
 CZ2049'LIKELY STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1989 ***********************************************************************
 DU1989  DESIGNATION -  KEL
 DU1989  PID         -  DU1989
 DU1989  STATE/COUNTY-  AZ/PINAL
 DU1989  USGS QUAD   -  KEARNY (1964)
 DU1989
 DU1989                         *CURRENT SURVEY CONTROL
 DU1989  ___________________________________________________________________
 DU1989* NAD 83(1992)-  33 05 49.64531(N)    110 55 11.22770(W)     ADJUSTED  
 DU1989* NAVD 88     -       751.     (meters)    2464.     (feet)  SCALED    
 DU1989  ___________________________________________________________________
 DU1989  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 DU1989  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DU1989  HORZ ORDER  -  THIRD
 DU1989
 DU1989.The horizontal coordinates were established by classical geodetic methods
 DU1989.and adjusted by the National Geodetic Survey in August 1993.
 DU1989
 DU1989.The orthometric height was scaled from a topographic map.
 DU1989
 DU1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1989
 DU1989.The geoid height was determined by GEOID03.
 DU1989
 DU1989;                    North         East     Units Scale Factor Converg.
 DU1989;SPC AZ C     -   232,964.063   306,412.152   MT  1.00000673   +0 32 39.8
 DU1989;SPC AZ C     -   764,317.79  1,005,289.21   iFT  1.00000673   +0 32 39.8
 DU1989;SPC AZ E     -   232,774.295   143,062.047   MT  0.99996091   -0 24 40.6
 DU1989;SPC AZ E     -   763,695.19    469,363.67   iFT  0.99996091   -0 24 40.6
 DU1989;UTM  12      - 3,662,057.031   507,485.087   MT  0.99960069   +0 02 37.7
 DU1989
 DU1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1989!SPC AZ C     -   0.99988664  x   1.00000673  =   0.99989337
 DU1989!SPC AZ E     -   0.99988664  x   0.99996091  =   0.99984755
 DU1989!UTM  12      -   0.99988664  x   0.99960069  =   0.99948737
 DU1989
 DU1989|---------------------------------------------------------------------|
 DU1989| PID    Reference Object                     Distance      Geod. Az  |
 DU1989|                                                           dddmmss.s |
 DU1989| CD3074 KEL RM 1                              7.447 METERS 16938     |
 DU1989| DU1988 KELVIN                              249.307 METERS 17746     |
 DU1989| CD3075 KEL RM 2                              7.733 METERS 27201     |
 DU1989| DU2048 GRANITE MOUNTAIN                    APPROX.12.3 KM 3055449.1 |
 DU1989|---------------------------------------------------------------------|
 DU1989
 DU1989                          SUPERSEDED SURVEY CONTROL
 DU1989
 DU1989  NAD 83(1986)-  33 05 49.63964(N)    110 55 11.22698(W) AD(       ) 3
 DU1989  NAD 27      -  33 05 49.41272(N)    110 55 08.82677(W) AD(       ) 3
 DU1989
 DU1989.Superseded values are not recommended for survey control.
 DU1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1989.See file dsdata.txt to determine how the superseded data were derived.
 DU1989
 DU1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0748562057(NAD 83)
 DU1989_MARKER: DS = TRIANGULATION STATION DISK
 DU1989_SETTING: 80 = SET IN A BOULDER
 DU1989_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1989+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2008
 DU1989
 DU1989  HISTORY     - Date     Condition        Report By
 DU1989  HISTORY     - 1936     MONUMENTED       CGS
 DU1989  HISTORY     - 1966     GOOD             AMS
 DU1989  HISTORY     - 20061110 GOOD             GEOCAC
 DU1989  HISTORY     - 20080111 GOOD             GEOCAC
 DU1989
 DU1989                          STATION DESCRIPTION
 DU1989
 DU1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU1989'ABOUT 3 MILES EAST-SOUTHEAST OF THE TOWN OF KELVIN, 0.1 MILE
 DU1989'NORTH OF THE KELVIN-WINKELMAN HIGHWAY, ON THE NORTH END AND
 DU1989'HIGHEST PART OF A NORTH AND SOUTH RIDGE CROSSED BY THE HIGHWAY.
 DU1989'THE STATION IS ON A BOULDER PROJECTING ABOUT 18 INCHES ABOVE
 DU1989'THE GROUND.  MARKED BY A STANDARD BRONZE DISK.
 DU1989'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DU1989'DISK, IS 7.447 METERS (24.43 FEET) FROM STATION
 DU1989'S 10 DEG 52 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU1989'BRONZE REFERENCE DISK, IS 7.733 METERS (25.37 FEET)
 DU1989'FROM STATION N 87 DEG 58 MIN W.  STATION KELVIN MAY
 DU1989'BE USED AS AN AZIMUTH MARK.
 DU1989
 DU1989                          STATION RECOVERY (1966)
 DU1989
 DU1989'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DU1989'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED.
 DU1989
 DU1989                          STATION RECOVERY (2006)
 DU1989
 DU1989'RECOVERY NOTE BY GEOCACHING 2006 (MDR)
 DU1989'LOCATED AS DESCRIBED AND LOCATED SOUTH REFERENCE MARK BUT NORTH MARK
 DU1989'MIGHT BE IN VERY DENSE BRUSH/CHOLLA GROWTH.
 DU1989' 
 DU1989'KELVIN-WINKELMAN HIGHWAY IS NOW IN VERY POOR CONDITION AND REQUIRES
 DU1989'HIGH CLEARANCE/4WD VEHICLE FOR APPROACH FROM SR 177.
 DU1989
 DU1989                          STATION RECOVERY (2008)
 DU1989
 DU1989'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1989'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 DU1989'DESCRIBED. AZIMUTH MARK WAS RECOVERED IN POOR CONDITION AND REFERENCE
 DU1989'MARK 1 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2246 ***********************************************************************
 DU2246  DESIGNATION -  KELL
 DU2246  PID         -  DU2246
 DU2246  STATE/COUNTY-  AZ/MARICOPA
 DU2246  USGS QUAD   -  BUCKHORN (1982)
 DU2246
 DU2246                         *CURRENT SURVEY CONTROL
 DU2246  ___________________________________________________________________
 DU2246* NAD 83(2007)-  33 26 44.76367(N)    111 38 58.87135(W)     ADJUSTED  
 DU2246* NAVD 88     -       497.3    (meters)    1632.     (feet)  VERTCON   
 DU2246  ___________________________________________________________________
 DU2246  EPOCH DATE  -        2007.00
 DU2246  X           -  -1,965,580.837 (meters)                     COMP
 DU2246  Y           -  -4,951,939.827 (meters)                     COMP
 DU2246  Z           -   3,495,574.871 (meters)                     COMP
 DU2246  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DU2246  ELLIP HEIGHT-         468.167 (meters)          (02/10/07) ADJUSTED
 DU2246  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU2246
 DU2246  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2246  Type    PID    Designation                      North   East  Ellip
 DU2246  -------------------------------------------------------------------
 DU2246  NETWORK DU2246 KELL                              1.25   1.04   7.15
 DU2246  -------------------------------------------------------------------
 DU2246
 DU2246.The horizontal coordinates were established by GPS observations
 DU2246.and adjusted by the National Geodetic Survey in February 2007.
 DU2246
 DU2246.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2246.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2246.The horizontal coordinates are valid at the epoch date displayed above.
 DU2246.The epoch date for horizontal control is a decimal equivalence
 DU2246.of Year/Month/Day.
 DU2246
 DU2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2246
 DU2246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2246
 DU2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2246
 DU2246.The ellipsoidal height was determined by GPS observations
 DU2246.and is referenced to NAD 83.
 DU2246
 DU2246.The geoid height was determined by GEOID03.
 DU2246
 DU2246;                    North         East     Units Scale Factor Converg.
 DU2246;SPC AZ C     -   271,217.866   238,181.489   MT  0.99990759   +0 08 49.7
 DU2246;SPC AZ C     -   889,822.40    781,435.33   iFT  0.99990759   +0 08 49.7
 DU2246;UTM  12      - 3,700,895.256   439,615.512   MT  0.99964495   -0 21 29.1
 DU2246
 DU2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2246!SPC AZ C     -   0.99992651  x   0.99990759  =   0.99983410
 DU2246!UTM  12      -   0.99992651  x   0.99964495  =   0.99957148
 DU2246
 DU2246                          SUPERSEDED SURVEY CONTROL
 DU2246
 DU2246  ELLIP H (06/11/02)  468.221  (m)                       GP(       ) 4 2
 DU2246  NAD 83(1992)-  33 26 44.76231(N)    111 38 58.87001(W) AD(       ) 1
 DU2246  ELLIP H (08/23/93)  468.279  (m)                       GP(       ) 4 2
 DU2246  NAD 83(1986)-  33 26 44.75480(N)    111 38 58.87467(W) AD(       ) 1
 DU2246  NGVD 29 (09/11/89)  496.7    (m)         1630.     (f) GPS OBS     3  
 DU2246
 DU2246.Superseded values are not recommended for survey control.
 DU2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2246.See file dsdata.txt to determine how the superseded data were derived.
 DU2246
 DU2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3961600895(NAD 83)
 DU2246_MARKER: DD = SURVEY DISK
 DU2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2246+STABILITY: SURFACE MOTION
 DU2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2246+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 DU2246
 DU2246  HISTORY     - Date     Condition        Report By
 DU2246  HISTORY     - 1986     MONUMENTED       AZDT
 DU2246  HISTORY     - 20040313 GOOD             USPSQD
 DU2246  HISTORY     - 20040313 GOOD             USPSQD
 DU2246  HISTORY     - 20060825 GOOD             GEOCAC
 DU2246
 DU2246                          STATION DESCRIPTION
 DU2246
 DU2246'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2246'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) WEST-NORTHWEST OF
 DU2246'APACHE JUNCTION, ARIZONA.
 DU2246'
 DU2246'TO REACH THE STATION FROM THE INTERSECTION OF MCKELLIPS ROAD AND
 DU2246'ELLSWORTH ROAD, GO WEST ON MCKELLIPS ROAD FOR 0.6 KM (0.4 MI) TO A
 DU2246'GRADED ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWEST FOR 0.97 KM
 DU2246'(0.6 MI) ON THE GRADED ROAD TO THE STATION ON THE LEFT.
 DU2246'
 DU2246'THE STATION IS A STANDARD AGS DISK
 DU2246'STAMPED---KELL 1986---,
 DU2246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2246'25 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 DU2246'1.25 METERS (4.1 FT) SOUTH-SOUTHEAST FROM A WITNESS POST AND SIGN,
 DU2246'12.8 METERS (42.0 FT) SOUTHEAST FROM THE OLD USERY PASS ROAD.
 DU2246'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2246'STAMPED---KELL 1986---,
 DU2246'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2246
 DU2246                          STATION RECOVERY (2004)
 DU2246
 DU2246'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DU2246'RECOVERED AS DESCRIBED
 DU2246
 DU2246                          STATION RECOVERY (2004)
 DU2246
 DU2246'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DU2246'RECOVERED AS DESCRIBED
 DU2246
 DU2246                          STATION RECOVERY (2006)
 DU2246
 DU2246'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2246'THIS MARK IS IN THE PROPOSED PATH OF THE SOON TO BE CONSTRUCTED SR202
 DU2246'FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1811 ***********************************************************************
 CZ1811  DESIGNATION -  KELLOGG
 CZ1811  PID         -  CZ1811
 CZ1811  STATE/COUNTY-  AZ/PIMA
 CZ1811  USGS QUAD   -  MOUNT BIGELOW (1981)
 CZ1811
 CZ1811                         *CURRENT SURVEY CONTROL
 CZ1811  ___________________________________________________________________
 CZ1811* NAD 83(1992)-  32 24 50.47485(N)    110 42 32.79632(W)     ADJUSTED  
 CZ1811* NAVD 88     -      2561.4    (meters)    8404.     (feet)  VERTCON   
 CZ1811  ___________________________________________________________________
 CZ1811  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CZ1811  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CZ1811  HORZ ORDER  -  FIRST
 CZ1811
 CZ1811.The horizontal coordinates were established by classical geodetic methods
 CZ1811.and adjusted by the National Geodetic Survey in August 1993.
 CZ1811
 CZ1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1811
 CZ1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1811
 CZ1811.The geoid height was determined by GEOID03.
 CZ1811
 CZ1811;                    North         East     Units Scale Factor Converg.
 CZ1811;SPC AZ C     -   157,415.028   326,942.345   MT  1.00005904   +0 38 50.5
 CZ1811;SPC AZ C     -   516,453.50  1,072,645.49   iFT  1.00005904   +0 38 50.5
 CZ1811;UTM  12      - 3,586,365.495   527,351.975   MT  0.99960923   +0 09 21.3
 CZ1811
 CZ1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1811!SPC AZ C     -   0.99960234  x   1.00005904  =   0.99966135
 CZ1811!UTM  12      -   0.99960234  x   0.99960923  =   0.99921172
 CZ1811
 CZ1811|---------------------------------------------------------------------|
 CZ1811| PID    Reference Object                     Distance      Geod. Az  |
 CZ1811|                                                           dddmmss.s |
 CZ1811| CC6781 KELLOGG RM 1                          8.108 METERS 11720     |
 CZ1811| CC6780 KELLOGG AZ MK                                      1503023.2 |
 CZ1811| CC6782 KELLOGG RM 2                          5.050 METERS 32107     |
 CZ1811|---------------------------------------------------------------------|
 CZ1811
 CZ1811                          SUPERSEDED SURVEY CONTROL
 CZ1811
 CZ1811  NAD 83(1986)-  32 24 50.47142(N)    110 42 32.79296(W) AD(       ) 1
 CZ1811  NAD 27      -  32 24 50.22000(N)    110 42 30.47700(W) AD(       ) 1
 CZ1811  NGVD 29 (07/19/86) 2560.5    (m)         8401.     (f) VERT ANG    3  
 CZ1811
 CZ1811.Superseded values are not recommended for survey control.
 CZ1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1811.See file dsdata.txt to determine how the superseded data were derived.
 CZ1811
 CZ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2735286365(NAD 83)
 CZ1811_MARKER: DD = SURVEY DISK
 CZ1811_SETTING: 80 = SET IN A BOULDER
 CZ1811_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1811
 CZ1811  HISTORY     - Date     Condition        Report By
 CZ1811  HISTORY     - 1947     MONUMENTED       USGS
 CZ1811
 CZ1811                          STATION DESCRIPTION
 CZ1811
 CZ1811'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (DHK)
 CZ1811'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE NORTHEAST OF
 CZ1811'TUCSON, ABOUT 13 MILES AIR LINE WEST OF REDINGTON, ON A HIGH
 CZ1811'TIMBERED SUMMIT OF THE SANTA CATALINA MOUNTAINS, ABOUT 0.4
 CZ1811'MILE AIR LINE SOUTHEAST OF THE MT. BIGELOW L.O. TOWER, ON
 CZ1811'THE HIGHEST POINT AND EAST END OF A EAST-WEST RIDGE, 10 FEET
 CZ1811'EAST OF A 6 INCH PINE, 12 FEET SOUTHEAST OF A 6 INCH SPRUCE
 CZ1811'TREE, A U.S.G.S. BENCH MARK SET IN A BOULDER WHICH IS
 CZ1811'APPROXIMATELY 3 INCHES BELOW THE GROUND SURFACE.  IT IS NOT
 CZ1811'STAMPED.
 CZ1811'
 CZ1811'REFERENCE MARK NO. 1 IS A BRONZE DISK, SOUTHEAST OF AND
 CZ1811'APPROXIMATELY 4 FEET LOWER THAN THE STATION, ON THE SOUTHEAST
 CZ1811'SLOPE, PROJECTS 3 INCHES AND IS STAMPED KELLOGG USGS NO 1
 CZ1811'1947.
 CZ1811'
 CZ1811'REFERENCE MARK NO. 2 IS A BRONZE DISK, NORTHWEST OF AND
 CZ1811'APPROXIMATELY 2 FEET LOWER THAN THE STATION, ON THE NORTH
 CZ1811'SLOPE, SET FLUSH AND IS STAMPED KELLOGG USGS NO 2 1947
 CZ1811'
 CZ1811'THE AZIMUTH IS LOCATED ALONG THE MT. LEMON HIGHWAY 1.5 MILE
 CZ1811'SOUTH OF THE RANGER STATION ON A HORSESHOE CURVE, 12 FEET
 CZ1811'EAST OF AND APPROXIMATELY 14 INCHES HIGHER THAN THE CENTER LINE
 CZ1811'OF ROAD, SET AT THE BASE AND ON A SMALL SHELF OF A 20 FOOT
 CZ1811'VERTICAL CLIFF, STAMPED KELLOGG USGS 1947.  IT IS 10 FEET
 CZ1811'NORTH OF A 4X4 WITNESS POST.
 CZ1811'
 CZ1811'TO REACH FROM THE INTERSECTION OF SPEEDWAY AND U.S. HIGHWAYS
 CZ1811'80 AND 89 IN TUCSON.  GO EAST ON SPEEDWAY FOR 6.75 MILES TO A
 CZ1811'T INTERSECTION.  TURN LEFT AND FOLLOW PAVED HIGHWAY FOR 4.0
 CZ1811'MILES TO A FORK.  TURN LEFT ON NEW HIGHWAY TOWARD MT. LEMON
 CZ1811'AND GO 5.3 MILES TO THE U.S. CORONADO FOREST SERVICE ENTRANCE
 CZ1811'SIGN.  CONTINUE FOR 17.7 MILES TO SIGN RANGER STATION 2.5
 CZ1811'MI. ETC.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO AZIMUTH
 CZ1811'MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD
 CZ1811'FOR 1.6 MILES TO RANGER STATION ON LEFT AND SIGN MT. BIGELOW
 CZ1811'L.O. ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK TO THE
 CZ1811'RIGHT (N) FOLLOWING THE MT. BIGELOW TRAIL FOR APPROXIMATELY
 CZ1811'0.5 MILE TO SADDLE.  TURN RIGHT (E) AND FOLLOW CREST OF
 CZ1811'RIDGE TO THE HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 CZ1811'A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0337 ***********************************************************************
 FQ0337  DESIGNATION -  KELLY
 FQ0337  PID         -  FQ0337
 FQ0337  STATE/COUNTY-  AZ/COCONINO
 FQ0337  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0337
 FQ0337                         *CURRENT SURVEY CONTROL
 FQ0337  ___________________________________________________________________
 FQ0337* NAD 83(1992)-  35 04 42.02757(N)    111 41 26.75266(W)     ADJUSTED  
 FQ0337* NAVD 88     -      2130.460  (meters)    6989.68   (feet)  ADJUSTED  
 FQ0337  ___________________________________________________________________
 FQ0337  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FQ0337  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0337  DYNAMIC HT  -        2127.455 (meters)    6979.83  (feet)  COMP
 FQ0337  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 FQ0337
 FQ0337  HORZ ORDER  -  SECOND
 FQ0337  VERT ORDER  -  SECOND    CLASS 0
 FQ0337
 FQ0337.The horizontal coordinates were established by classical geodetic methods
 FQ0337.and adjusted by the National Geodetic Survey in August 1993.
 FQ0337
 FQ0337.The orthometric height was determined by differential leveling
 FQ0337.and adjusted in June 1991.
 FQ0337
 FQ0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0337
 FQ0337.The geoid height was determined by GEOID03.
 FQ0337
 FQ0337.The dynamic height is computed by dividing the NAVD 88
 FQ0337.geopotential number by the normal gravity value computed on the
 FQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0337.degrees latitude (g = 980.6199 gals.).
 FQ0337
 FQ0337.The modeled gravity was interpolated from observed gravity values.
 FQ0337
 FQ0337;                    North         East     Units Scale Factor Converg.
 FQ0337;SPC AZ C     -   452,287.937   233,960.468   MT  0.99990523   +0 07 47.4
 FQ0337;SPC AZ C     - 1,483,884.31    767,586.84   iFT  0.99990523   +0 07 47.4
 FQ0337;UTM  12      - 3,881,949.005   437,026.198   MT  0.99964887   -0 23 49.2
 FQ0337
 FQ0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0337!SPC AZ C     -   0.99966936  x   0.99990523  =   0.99957462
 FQ0337!UTM  12      -   0.99966936  x   0.99964887  =   0.99931835
 FQ0337
 FQ0337|---------------------------------------------------------------------|
 FQ0337| PID    Reference Object                     Distance      Geod. Az  |
 FQ0337|                                                           dddmmss.s |
 FQ0337| FQ0338 KELLY RM 2                           22.481 METERS 08643     |
 FQ0337| CH2616 KELLY AZ MK                                        0871121.0 |
 FQ0337| FQ0336 KELLY RM 1                           23.500 METERS 33257     |
 FQ0337|---------------------------------------------------------------------|
 FQ0337
 FQ0337                          SUPERSEDED SURVEY CONTROL
 FQ0337
 FQ0337  NAD 83(1986)-  35 04 42.02519(N)    111 41 26.75068(W) AD(       ) 2
 FQ0337  NAD 27      -  35 04 41.97590(N)    111 41 24.16650(W) AD(       ) 2
 FQ0337  NGVD 29 (??/??/92) 2129.478  (m)         6986.46   (f) ADJ UNCH    2 0
 FQ0337
 FQ0337.Superseded values are not recommended for survey control.
 FQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0337.See file dsdata.txt to determine how the superseded data were derived.
 FQ0337
 FQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3702681949(NAD 83)
 FQ0337_MARKER: DS = TRIANGULATION STATION DISK
 FQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0337_STAMPING: KELLY 1959
 FQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0337+STABILITY: SURFACE MOTION
 FQ0337
 FQ0337  HISTORY     - Date     Condition        Report By
 FQ0337  HISTORY     - 1959     MONUMENTED       CGS
 FQ0337  HISTORY     - 1959     GOOD             CGS
 FQ0337
 FQ0337                          STATION DESCRIPTION
 FQ0337
 FQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0337'THE STATION IS ON A TREE COVERED, NORTH-SOUTH RIDGE ABOUT
 FQ0337'8 MILES SOUTH OF FLAGSTAFF, ABOUT 1 MILE NORTH OF KELLY
 FQ0337'CANYON AND ABOUT 0.3 MILE WEST OF THE NEW HIGHWAY.
 FQ0337'
 FQ0337'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FLAGSTAFF
 FQ0337'GO SOUTHWEST ON U.S. HIGHWAYS 66 AND 89 FOR 0.7 MILE TO THE
 FQ0337'JUNCTION OF U.S. HIGHWAYS 66, 89 AND 89A IN THE SOUTHWEST PART
 FQ0337'OF FLAGSTAFF.  FROM HERE GO SOUTH ON U.S. HIGHWAY 89A FOR 3.8
 FQ0337'MILES TO A CROSSROAD AT THE ENTRANCE TO THE AIRPORT.  CONTINUE
 FQ0337'SOUTH ON U.S. HIGHWAY 89A FOR 0.8 MILE TO A SIDE ROAD LEFT,
 FQ0337'TURN LEFT ON GRAVELED ROAD AND GO SOUTHEASTERLY FOR 0.8 MILE
 FQ0337'TO THE NEW HIGHWAY.  CONTINUE SOUTH ON THE OLD ROAD FOR 3.1
 FQ0337'MILES TO THE NEW HIGHWAY, FOLLOW THE NEW HIGHWAY SOUTH FOR
 FQ0337'0.3 MILE TO THE TOP OF THE GRADE WITH HIGH CUT BANKS AND THE
 FQ0337'AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE NEW HIGHWAY FOR 0.05
 FQ0337'MILE THEN LEAVE THE HIGHWAY, TURN SHARP RIGHT AND FOLLOW
 FQ0337'THE TRACK NORTH, NORTHWEST AND WEST FOR A DISTANCE OF 0.3
 FQ0337'MILE TO A SMALL SADDLE WHERE THE TRACK ROAD VEERS TOWARD THE
 FQ0337'SOUTH CONTINUE ON THE TRACK ROAD FOR 0.15 MILE TO THE
 FQ0337'STATION AND REFERENCE MARKS.
 FQ0337'
 FQ0337'THE STATION MARK IS 23 FEET WEST OF A PINE TREE WITH A TRIANGLE
 FQ0337'BLAZE AND 15.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 FQ0337'STANDARD STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE
 FQ0337'CONCRETE POST.  IT PROJECTS 3 INCHES AND IS STAMPED KELLY 1959.
 FQ0337'
 FQ0337'REFERENCE MARK NO. 1, A STANDARD REFERENCE MARK DISK CEMENTED IN
 FQ0337'A DRILL HOLE IN A BOULDER, IS 64.0 FEET NORTH OF THE WITNESS
 FQ0337'POST.  THE BOULDER PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FQ0337'KELLY NO 1 1959.
 FQ0337'
 FQ0337'REFERENCE MARK NO. 2 IS 86.0 FEET EAST OF THE WITNESS POST
 FQ0337'AND 52 FEET EAST OF THE PINE TREE WITH THE TRIANGLE BLAZE.
 FQ0337'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 FQ0337'IN A BOULDER THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 FQ0337'KELLY NO 2 1959.
 FQ0337'
 FQ0337'THE AZIMUTH MARK IS 90 FEET WEST OF A HIGH LINE POLE WITH
 FQ0337'A METAL BRACE AND 33 FEET EAST OF THE TOP OF THE CUT BANK.
 FQ0337'IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12
 FQ0337'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND THE
 FQ0337'DISK IS STAMPED KELLY 1959.
 FQ0337
 FQ0337                          STATION RECOVERY (1959)
 FQ0337
 FQ0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FQ0337'9.5 MI SW FROM FLAGSTAFF.
 FQ0337'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0337'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0337'THENCE 0.8 MILE EASTERLY ALONG THE GRAVELED ROAD TO THE NEW HIGHWAY.
 FQ0337'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 3.1 MILES TO THE NEW HIGHWAY,
 FQ0337'FOLLOW THE NEW HIGHWAY 0.35 MILE THEN LEAVE THE HIGHWAY AND FOLLOW THE
 FQ0337'TRACK ROAD NORTHWEST AND WEST FOR 0.3 MILE TO A SMALL SADDLE WHERE THE
 FQ0337'TRACK ROAD VEERS TO THE SOUTH, CONTINUE ON THE TRACK ROAD 0.15, 23
 FQ0337'FEET WEST OF A PINE TREE WITH A TRIANGLE BLAZE, 15 FEET SOUTHEAST OF
 FQ0337'THE WITNESS POST, SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT
 FQ0337'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0431 ***********************************************************************
 GP0431  DESIGNATION -  KELLY
 GP0431  PID         -  GP0431
 GP0431  STATE/COUNTY-  AZ/NAVAJO
 GP0431  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0431
 GP0431                         *CURRENT SURVEY CONTROL
 GP0431  ___________________________________________________________________
 GP0431* NAD 83(1992)-  36 26 46.53811(N)    110 43 35.83254(W)     ADJUSTED  
 GP0431* NAVD 88     -      1889.863  (meters)    6200.33   (feet)  ADJUSTED  
 GP0431  ___________________________________________________________________
 GP0431  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 GP0431  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 GP0431  DYNAMIC HT  -        1887.478 (meters)    6192.50  (feet)  COMP
 GP0431  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 GP0431
 GP0431  HORZ ORDER  -  SECOND
 GP0431  VERT ORDER  -  FIRST     CLASS II
 GP0431
 GP0431.The horizontal coordinates were established by classical geodetic methods
 GP0431.and adjusted by the National Geodetic Survey in August 1993.
 GP0431
 GP0431.The orthometric height was determined by differential leveling
 GP0431.and adjusted in June 1991.
 GP0431
 GP0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0431
 GP0431.The geoid height was determined by GEOID03.
 GP0431
 GP0431.The dynamic height is computed by dividing the NAVD 88
 GP0431.geopotential number by the normal gravity value computed on the
 GP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0431.degrees latitude (g = 980.6199 gals.).
 GP0431
 GP0431.The modeled gravity was interpolated from observed gravity values.
 GP0431
 GP0431;                    North         East     Units Scale Factor Converg.
 GP0431;SPC AZ E     -   604,172.136   163,163.290   MT  0.99993103   -0 19 57.6
 GP0431;SPC AZ E     - 1,982,192.05    535,312.63   iFT  0.99993103   -0 19 57.6
 GP0431;SPC AZ C     -   604,684.647   320,042.814   MT  1.00004018   +0 42 25.3
 GP0431;SPC AZ C     - 1,983,873.51  1,050,009.23   iFT  1.00004018   +0 42 25.3
 GP0431;UTM  12      - 4,033,481.846   524,499.539   MT  0.99960739   +0 09 44.7
 GP0431
 GP0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0431!SPC AZ E     -   0.99970683  x   0.99993103  =   0.99963788
 GP0431!SPC AZ C     -   0.99970683  x   1.00004018  =   0.99974700
 GP0431!UTM  12      -   0.99970683  x   0.99960739  =   0.99931433
 GP0431
 GP0431:                Primary Azimuth Mark                     Grid Az
 GP0431:SPC AZ E     -  SHONTO WATER TANK                        020 10 56.9
 GP0431:SPC AZ C     -  SHONTO WATER TANK                        019 08 34.0
 GP0431:UTM  12      -  SHONTO WATER TANK                        019 41 14.6
 GP0431
 GP0431|---------------------------------------------------------------------|
 GP0431| PID    Reference Object                     Distance      Geod. Az  |
 GP0431|                                                           dddmmss.s |
 GP0431| GP0654 SHONTO WATER TANK                   APPROX.18.1 KM 0195059.3 |
 GP0431| CD3565 KELLY RM 1                           12.888 METERS 12004     |
 GP0431| CD3566 KELLY RM 2                           15.347 METERS 21737     |
 GP0431|---------------------------------------------------------------------|
 GP0431
 GP0431                          SUPERSEDED SURVEY CONTROL
 GP0431
 GP0431  NAD 83(1986)-  36 26 46.53820(N)    110 43 35.83029(W) AD(       ) 2
 GP0431  NAD 27      -  36 26 46.55699(N)    110 43 33.31672(W) AD(       ) 2
 GP0431  NGVD 29 (07/19/86) 1888.7    (m)         6197.     (f) VERT ANG    3  
 GP0431
 GP0431.Superseded values are not recommended for survey control.
 GP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0431.See file dsdata.txt to determine how the superseded data were derived.
 GP0431
 GP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF2450033482(NAD 83)
 GP0431_MARKER: DS = TRIANGULATION STATION DISK
 GP0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0431_SP_SET: CONCRETE POST
 GP0431_STAMPING: KELLY 1970
 GP0431_MARK LOGO: USGS  
 GP0431_PROJECTION: FLUSH
 GP0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0431+STABILITY: SURFACE MOTION
 GP0431
 GP0431  HISTORY     - Date     Condition        Report By
 GP0431  HISTORY     - 1970     MONUMENTED       USGS
 GP0431  HISTORY     - 1983     GOOD             NGS
 GP0431
 GP0431                          STATION DESCRIPTION
 GP0431
 GP0431'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0431'INSTRUMENT TRIPOD 5.7 FT ABOVE STATION MARK.
 GP0431'
 GP0431'LOCATED ABOUT 36 MI (AIRLINE) NE. OF TUBA CITY.  ABOUT 14.5 MI NE. OF
 GP0431'TONALEA.  ABOUT 11 MI SW. OF SHONTO BOARDING SCHOOL.  ON THE EAST
 GP0431'SIDE OF HIGHWAY 164 AT A LARGE CUT.
 GP0431'
 GP0431'TO REACH FROM TONALEA POST OFFICE GO NE. ON U. S. HWY. 164 FOR 15.2
 GP0431'MI TO POINT WHERE HWY. IS CUT THROUGH A LOW RIDGE (THIS POINT IS
 GP0431'ABOUT 5.5 MI. NE OF COW SPRINGS TRADING POST AND ABOUT 2.1 MI SW.
 GP0431'OF THE T RD. JUNCTION OF SHONTO RD. AND HWY. 164).  STATION MARK
 GP0431'IS ON CENTERLINE OF RIDGE ABOUT 150 FT SOUTH OF HWY.
 GP0431'
 GP0431'STATION MARK--A STANDARD USGS TABLET STAMPED KELLY - 1970 SET IN
 GP0431'CONCRETE POST PROJECTING ABOUT 0.2 FT ABOVE GROUND.
 GP0431'
 GP0431'UNDERGROUND MARK--A STANDARD USGS TRIANGULATION TABLET, NOT STAMPED,
 GP0431'SET IN CONCRETE 2.6 FT BELOW STATION MARK.
 GP0431'
 GP0431'REFERENCE MARK NO. 1--A STANDARD USGS RM TABLET STAMPED NO 1 - 1970
 GP0431'SET IN CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND.
 GP0431'
 GP0431'REFERENCE MARK NO. 2--A STANDARD USGS RM TABLET STAMPED NO 2 - 1970
 GP0431'SET IN CONCRETE POST PROJECTING 0.1 FT ABOVE GROUND AND AT SAME
 GP0431'ELEV.  AS STATION MARK.
 GP0431
 GP0431                          STATION RECOVERY (1983)
 GP0431
 GP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0431'54.4 KM (33.8 MI) SW FROM KAYENTA.
 GP0431'54.4 KM (33.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0431'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 3.5 KM (2.15 MI) SOUTHWEST
 GP0431'OF STATE HIGHWAY 98, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 359, 0.2 KM
 GP0431'(0.1 MI) SOUTHWEST OF A DIRT ROAD LEADING SOUTH, AT A UTILITY LINE
 GP0431'CROSSING AND IN THE CENTER OF A HIGHWAY CUT, 78.6 METERS (257.9 FT)
 GP0431'SOUTHWEST OF A UTILITY POLE, 45.7 METERS (149.9 FT) SOUTHEAST OF THE
 GP0431'CENTERLINE OF THE HIGHWAY, AND 6.0 METERS (19.7 FT) SOUTHEAST OF A
 GP0431'FENCE.
 GP0431'THE MARK IS 2.3 METERS  S FROM A WITNESS POST.
 GP0431'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0336 ***********************************************************************
 FQ0336  DESIGNATION -  KELLY RM 1
 FQ0336  PID         -  FQ0336
 FQ0336  STATE/COUNTY-  AZ/COCONINO
 FQ0336  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0336
 FQ0336                         *CURRENT SURVEY CONTROL
 FQ0336  ___________________________________________________________________
 FQ0336* NAD 83(1986)-  35 04 41.     (N)    111 41 27.     (W)     SCALED    
 FQ0336* NAVD 88     -      2130.383  (meters)    6989.43   (feet)  ADJUSTED  
 FQ0336  ___________________________________________________________________
 FQ0336  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0336  DYNAMIC HT  -        2127.377 (meters)    6979.57  (feet)  COMP
 FQ0336  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 FQ0336
 FQ0336  VERT ORDER  -  SECOND    CLASS 0
 FQ0336
 FQ0336.The horizontal coordinates were scaled from a topographic map and have
 FQ0336.an estimated accuracy of +/- 6 seconds.
 FQ0336
 FQ0336.The orthometric height was determined by differential leveling
 FQ0336.and adjusted in June 1991.
 FQ0336
 FQ0336.The geoid height was determined by GEOID03.
 FQ0336
 FQ0336.The dynamic height is computed by dividing the NAVD 88
 FQ0336.geopotential number by the normal gravity value computed on the
 FQ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0336.degrees latitude (g = 980.6199 gals.).
 FQ0336
 FQ0336.The modeled gravity was interpolated from observed gravity values.
 FQ0336
 FQ0336;                    North         East    Units  Estimated Accuracy
 FQ0336;SPC AZ C     -   452,260.      233,950.      MT  (+/- 180 meters Scaled)
 FQ0336
 FQ0336                          SUPERSEDED SURVEY CONTROL
 FQ0336
 FQ0336  NGVD 29 (??/??/92) 2129.400  (m)         6986.21   (f) ADJ UNCH    2 0
 FQ0336
 FQ0336.Superseded values are not recommended for survey control.
 FQ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0336.See file dsdata.txt to determine how the superseded data were derived.
 FQ0336
 FQ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD370819(NAD 83)
 FQ0336_MARKER: DR = REFERENCE MARK DISK
 FQ0336_SETTING: 80 = SET IN A BOULDER
 FQ0336_SP_SET: BOULDER
 FQ0336_STAMPING: KELLY NO 1 1959
 FQ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0336+STABILITY: SURFACE MOTION
 FQ0336
 FQ0336  HISTORY     - Date     Condition        Report By
 FQ0336  HISTORY     - 1959     MONUMENTED       CGS
 FQ0336
 FQ0336                          STATION DESCRIPTION
 FQ0336
 FQ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0336'9.5 MI SW FROM FLAGSTAFF.
 FQ0336'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0336'STATION AT FLAGSTAFF, THENCE 4.6 MILE SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0336'THENCE 0.8 MILE EASTERLY ALONG THE GRAVELED ROAD TO THE NEW HIGHWAY.
 FQ0336'CONTINUE SOUTH ALONG THE GRAVELED ROAD 3.1 MILES TO THE NEW HIGHWAY,
 FQ0336'FOLLOW THE NEW HIGHWAY 0.35 MILE THEN LEAVE THE HIGHWAY AND FOLLOW THE
 FQ0336'TRACK ROAD NORTHWEST AND WEST FOR 0.3 MILE TO A SMALL SADDLE WHERE THE
 FQ0336'TRACK ROAD VEERS TO THE SOUTH, CONTINUE 0.15 MILE ON THE TRACK ROAD,
 FQ0336'64 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 FQ0336'BOULDER THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0338 ***********************************************************************
 FQ0338  DESIGNATION -  KELLY RM 2
 FQ0338  PID         -  FQ0338
 FQ0338  STATE/COUNTY-  AZ/COCONINO
 FQ0338  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0338
 FQ0338                         *CURRENT SURVEY CONTROL
 FQ0338  ___________________________________________________________________
 FQ0338* NAD 83(1986)-  35 04 41.     (N)    111 41 27.     (W)     SCALED    
 FQ0338* NAVD 88     -      2129.444  (meters)    6986.35   (feet)  ADJUSTED  
 FQ0338  ___________________________________________________________________
 FQ0338  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0338  DYNAMIC HT  -        2126.440 (meters)    6976.50  (feet)  COMP
 FQ0338  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 FQ0338
 FQ0338  VERT ORDER  -  SECOND    CLASS 0
 FQ0338
 FQ0338.The horizontal coordinates were scaled from a topographic map and have
 FQ0338.an estimated accuracy of +/- 6 seconds.
 FQ0338
 FQ0338.The orthometric height was determined by differential leveling
 FQ0338.and adjusted in June 1991.
 FQ0338
 FQ0338.The geoid height was determined by GEOID03.
 FQ0338
 FQ0338.The dynamic height is computed by dividing the NAVD 88
 FQ0338.geopotential number by the normal gravity value computed on the
 FQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0338.degrees latitude (g = 980.6199 gals.).
 FQ0338
 FQ0338.The modeled gravity was interpolated from observed gravity values.
 FQ0338
 FQ0338;                    North         East    Units  Estimated Accuracy
 FQ0338;SPC AZ C     -   452,260.      233,950.      MT  (+/- 180 meters Scaled)
 FQ0338
 FQ0338                          SUPERSEDED SURVEY CONTROL
 FQ0338
 FQ0338  NGVD 29 (??/??/92) 2128.462  (m)         6983.13   (f) ADJ UNCH    2 0
 FQ0338
 FQ0338.Superseded values are not recommended for survey control.
 FQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0338.See file dsdata.txt to determine how the superseded data were derived.
 FQ0338
 FQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD370819(NAD 83)
 FQ0338_MARKER: DR = REFERENCE MARK DISK
 FQ0338_SETTING: 80 = SET IN A BOULDER
 FQ0338_SP_SET: BOULDER
 FQ0338_STAMPING: KELLY NO 2 1959
 FQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0338+STABILITY: SURFACE MOTION
 FQ0338
 FQ0338  HISTORY     - Date     Condition        Report By
 FQ0338  HISTORY     - 1959     MONUMENTED       CGS
 FQ0338
 FQ0338                          STATION DESCRIPTION
 FQ0338
 FQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0338'9.5 MI SW FROM FLAGSTAFF.
 FQ0338'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0338'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0338'THENCE 0.8 MILE EASTERLY ALONG THE GRAVELED ROAD TO THE NEW HIGHWAY.
 FQ0338'CONTINUE SOUTH ALONG THE GRAVELED ROAD 3.1 MILES TO THE NEW HIGHWAY,
 FQ0338'FOLLOW THE NEW HIGHWAY 0.35 MILE THEN LEAVE THE HIGHWAY AND FOLLOW THE
 FQ0338'TRACK ROAD NORTHWEST AND WEST 0.45 MILE, 86 FEET EAST OF THE WITNESS
 FQ0338'POST 52 FEET EAST OF THE PINE TREE WITH THE TRIANGLE BLAZE, CEMENTED
 FQ0338'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1789 ***********************************************************************
 CZ1789  DESIGNATION -  KELSEY
 CZ1789  PID         -  CZ1789
 CZ1789  STATE/COUNTY-  AZ/COCHISE
 CZ1789  USGS QUAD   -  DEEPWELL RANCH (1985)
 CZ1789
 CZ1789                         *CURRENT SURVEY CONTROL
 CZ1789  ___________________________________________________________________
 CZ1789* NAD 83(1992)-  32 14 05.38845(N)    110 13 01.46261(W)     ADJUSTED  
 CZ1789* NAVD 88     -      1625.5    (meters)    5333.     (feet)  VERTCON   
 CZ1789  ___________________________________________________________________
 CZ1789  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 CZ1789  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CZ1789  HORZ ORDER  -  FIRST
 CZ1789
 CZ1789.The horizontal coordinates were established by classical geodetic methods
 CZ1789.and adjusted by the National Geodetic Survey in August 1993.
 CZ1789
 CZ1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1789
 CZ1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1789
 CZ1789.The geoid height was determined by GEOID03.
 CZ1789
 CZ1789;                    North         East     Units Scale Factor Converg.
 CZ1789;SPC AZ E     -   136,905.580   208,609.607   MT  0.99990028   -0 01 36.8
 CZ1789;SPC AZ E     -   449,165.29    684,414.72   iFT  0.99990028   -0 01 36.8
 CZ1789;UTM  12      - 3,566,734.150   573,763.539   MT  0.99966710   +0 25 03.4
 CZ1789
 CZ1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1789!SPC AZ E     -   0.99974914  x   0.99990028  =   0.99964944
 CZ1789!UTM  12      -   0.99974914  x   0.99966710  =   0.99941632
 CZ1789
 CZ1789|---------------------------------------------------------------------|
 CZ1789| PID    Reference Object                     Distance      Geod. Az  |
 CZ1789|                                                           dddmmss.s |
 CZ1789| CC6785 LONE TREE RM 2                        8.931 METERS 04934     |
 CZ1789| CZ1790 LONE TREE                             1.753 METERS 09617     |
 CZ1789| CC6783 KELSEY AZ MK                                       1021352.3 |
 CZ1789| CC6786 KELSEY RM 3                           3.462 METERS 20042     |
 CZ1789| CC6784 LONE TREE RM 1                        2.497 METERS 31209     |
 CZ1789|---------------------------------------------------------------------|
 CZ1789
 CZ1789                          SUPERSEDED SURVEY CONTROL
 CZ1789
 CZ1789  NAD 83(1986)-  32 14 05.38290(N)    110 13 01.45815(W) AD(       ) 1
 CZ1789  NAD 27      -  32 14 05.11700(N)    110 12 59.20100(W) AD(       ) 1
 CZ1789  NGVD 29 (07/19/86) 1624.7    (m)         5330.     (f) VERT ANG    3  
 CZ1789
 CZ1789.Superseded values are not recommended for survey control.
 CZ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1789.See file dsdata.txt to determine how the superseded data were derived.
 CZ1789
 CZ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA7376466734(NAD 83)
 CZ1789_MARKER: DS = TRIANGULATION STATION DISK
 CZ1789_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1789
 CZ1789  HISTORY     - Date     Condition        Report By
 CZ1789  HISTORY     - 1946     MONUMENTED       CGS
 CZ1789  HISTORY     - 1947     GOOD             CGS
 CZ1789
 CZ1789                          STATION DESCRIPTION
 CZ1789
 CZ1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1789'THE STATION IS ON A HIGH, CONE-SHAPED PEAK, THE HIGHEST IN THE
 CZ1789'VICINITY, AND ON THE DIVIDE BETWEEN THE ALLEN FLATS AND THE SAN
 CZ1789'PEDRO RIVER.  (DIVIDE IS LOW CONTINUATION OF GALIURO MOUNTAINS.)
 CZ1789'BY APPROXIMATE AIRLINE DISTANCES IT IS 22 MILES W OF WILLCOX,
 CZ1789'18-1/2 MILES NNE OF BENSON, 6-1/2 MILES E OF THE SAN PEDRO
 CZ1789'RIVER, 4 MILES NW OF THE CROSS X RANCH, AND 3/4 MILE S OF KELSEY
 CZ1789'CANYON.
 CZ1789'
 CZ1789'TO REACH FROM THE VALLEY NATIONAL BANK IN WILLCOX, GO SW ON
 CZ1789'STATE HIGHWAY 86 FOR 0.1 MILE TO CROSS ROADS AT TEXACO SERVICE
 CZ1789'STATION ON THE RIGHT.  TURN RIGHT AND GO 0.3 MILE, JOG TO THE
 CZ1789'LEFT AND CONTINUE W FOR 0.25 MILE, THENCE JOG RIGHT AND HEAD
 CZ1789'DUE W ON A MACADAM ROAD.  CONTINUE FOR 15 MILES TO A FORK, KEEP
 CZ1789'LEFT FORK 5.7 MILES TO RANCH WITH RED-ROOFED BUILDINGS ON THE
 CZ1789'LEFT (CROSS X RANCH).  CONTINUE 0.25 MILE TO A CATTLE GUARD,
 CZ1789'THEN 0.1 MILE FURTHER TO A TRACK ROAD FORKING TO THE RIGHT.
 CZ1789'TURN N ON THIS TRACK ROAD 1.5 MILES, KEEP LEFT FORK AND GO
 CZ1789'1.6 MILES TO WHERE ROAD FIRST PASSES UNDER TELEPHONE LINE.
 CZ1789'CONTINUE 0.1 MILE, KEEP LEFT FORK AND GO 0.1 MILE FURTHER.
 CZ1789'THIS POINT IS 50 FEET AFTER PASSING UNDER THE
 CZ1789'TELEPHONE LINE THE SECOND TIME.  TURN LEFT AND FOLLOW DIM
 CZ1789'TRACKS W 1.7 MILES TO A CROSS WASH.  BEAR RIGHT DOWN TO THE
 CZ1789'BENCH ABOVE THE WASH, THENCE RIGHT ALONG THE BENCH 0.2 MILE TO
 CZ1789'WHERE THE WASH CAN BE CROSSED.  CROSS THIS WASH AND
 CZ1789'ANOTHER ONE THEN HEAD NW UP THE RIDGE ABOUT 1 MILE TO
 CZ1789'THE END OF TRUCK TRAVEL.  PACK FROM HERE FOR ABOUT 20
 CZ1789'MINUTES TO THE HIGHEST POINT AND STATION.
 CZ1789'
 CZ1789'THE STATION MARK IS A BRONZE STATION DISK, STAMPED KELSEY
 CZ1789'1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1789'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED ON
 CZ1789'THE HIGHEST PART OF THE HILL, 5-3/4 FEET W OF LONE TREE U.S.G.S.
 CZ1789'1937.  THE U.S. GEOLOGICAL SURVEY STATION WAS SIMPLY A TARGET
 CZ1789'ATTACHED TO A TREE OR BUSH WHICH HAS BEEN CUT DOWN.
 CZ1789'
 CZ1789'REFERENCE MARK 1, WHICH IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1789'DISK, STAMPED 1 LONE TREE 1937, IS SET IN A DRILL HOLE IN
 CZ1789'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1-1/2 INCHES ABOVE
 CZ1789'THE GROUND.  IT IS LOCATED NW OF THE STATION AND ABOUT 1 FOOT
 CZ1789'LOWER.
 CZ1789'
 CZ1789'REFERENCE MARK 2, WHICH IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1789'DISK, STAMPED 2 LONE TREE 1937, IS SET IN A DRILL HOLE IN
 CZ1789'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 CZ1789'GROUND.  IT IS LOCATED NE OF THE STATION AND ABOUT 8 FEET LOWER.
 CZ1789'
 CZ1789'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK, STAMPED KELSEY
 CZ1789'NO 3 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1789'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED SSW
 CZ1789'OF THE STATION AND ABOUT 1 FOOT LOWER.
 CZ1789'
 CZ1789'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED KELSEY
 CZ1789'1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1789'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS LOCATED ON
 CZ1789'A RISE IN THE RIDGE E OF THE STATION, 3 FEET NW OF A 4- BY 4-INCH
 CZ1789'WHITE WITNESS POST.
 CZ1789
 CZ1789                          STATION RECOVERY (1947)
 CZ1789
 CZ1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1789'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 CZ1789'DESCRIBED WITH THE EXCEPTION OF SMALL DISCREPANCY IN REFERENCE
 CZ1789'MARK DISTANCES.  CORRECT DISTANCES GIVEN BELOW.
 CZ1789'
 CZ1789'THE STATION IS LOCATED ABOUT 22 MILES AIRLINE WEST OF WILLCOX,
 CZ1789'18.5 MILES AIRLINE NORTH-NORTHEAST OF BENSON AND 6.5 MILES EAST
 CZ1789'OF THE SAN PEDRO RIVER, ON A PROMINENT CONE-SHAPED PEAK, THE
 CZ1789'HIGHEST IN THE VICINITY.  THE STATION MARK IS A BRONZE DISK
 CZ1789'PROJECTS 2 INCHES AND IS STAMPED,
 CZ1789'KELSEY 1946.
 CZ1789'
 CZ1789'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL REFERENCE DISK SET
 CZ1789'IN BEDROCK 1 FOOT LOWER THAN THE STATION MARK.  IT PROJECTS
 CZ1789'2 INCHES AND IS STAMPED, 1 LONE TREE 1937.
 CZ1789'
 CZ1789'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL REFERENCE DISK
 CZ1789'SET IN BEDROCK 8 FEET LOWER THAN THE STATION MARK.  IT PROJECTS
 CZ1789'3 INCHES AND IS STAMPED, 2 LONE TREE 1937.
 CZ1789'
 CZ1789'REFERENCE MARK NO. 3 IS A BRONZE DISK
 CZ1789'PROJECTS 8 INCHES, IS 1 FOOT LOWER THAN THE STATION MARK
 CZ1789'AND IS STAMPED, KELSEY NO 3 1946.
 CZ1789'
 CZ1789'THE AZIMUTH MARK IS A BRONZE DISK
 CZ1789'SET FLUSH ON A HIGH POINT OF A RIDGE 3 FEET NORTHWEST OF A
 CZ1789'WHITE WITNESS POST.  IT IS STAMPED, KELSEY 1946.
 CZ1789'
 CZ1789'TO REACH THE STATION FROM THE POST OFFICE IN POMERENE.  GO
 CZ1789'WEST 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 17.2 MILES
 CZ1789'TO A ROAD RIGHT AT SIGN, WILLCOX 32 MILES.  TURN RIGHT, GO 9.7
 CZ1789'MILES TO A ROAD SHARP LEFT JUST BEFORE REACHING A FENCE.
 CZ1789'TURN LEFT, GO 3.0 MILES TO TELEPHONE LINE.  CONTINUE 0.1 MILE
 CZ1789'TO A FORK.  TURN LEFT FOLLOW ROAD 0.1 MILE THEN LEAVE ROAD, TURN
 CZ1789'LEFT AND FOLLOW RIDGE WESTERLY 1.8 MILE AND END OF TRUCK
 CZ1789'TRAVEL.  WALK DOWN SLOPE, CROSS WASH, THEN WESTERLY UP RIDGE TO
 CZ1789'HIGHEST POINT AND STATION.  A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1988 ***********************************************************************
 DU1988  DESIGNATION -  KELVIN
 DU1988  PID         -  DU1988
 DU1988  STATE/COUNTY-  AZ/PINAL
 DU1988  USGS QUAD   -  KEARNY (1964)
 DU1988
 DU1988                         *CURRENT SURVEY CONTROL
 DU1988  ___________________________________________________________________
 DU1988* NAD 83(1992)-  33 05 41.55901(N)    110 55 10.85190(W)     ADJUSTED  
 DU1988* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 DU1988  ___________________________________________________________________
 DU1988  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 DU1988  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DU1988  HORZ ORDER  -  FIRST
 DU1988
 DU1988.The horizontal coordinates were established by classical geodetic methods
 DU1988.and adjusted by the National Geodetic Survey in August 1993.
 DU1988
 DU1988.The orthometric height was scaled from a topographic map.
 DU1988
 DU1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1988
 DU1988.The geoid height was determined by GEOID03.
 DU1988
 DU1988;                    North         East     Units Scale Factor Converg.
 DU1988;SPC AZ C     -   232,715.048   306,424.263   MT  1.00000675   +0 32 39.9
 DU1988;SPC AZ C     -   763,500.81  1,005,328.95   iFT  1.00000675   +0 32 39.9
 DU1988;SPC AZ E     -   232,525.125   143,070.003   MT  0.99996090   -0 24 40.3
 DU1988;SPC AZ E     -   762,877.71    469,389.77   iFT  0.99996090   -0 24 40.3
 DU1988;UTM  12      - 3,661,808.021   507,495.019   MT  0.99960069   +0 02 37.9
 DU1988
 DU1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1988!SPC AZ C     -   0.99988334  x   1.00000675  =   0.99989009
 DU1988!SPC AZ E     -   0.99988334  x   0.99996090  =   0.99984425
 DU1988!UTM  12      -   0.99988334  x   0.99960069  =   0.99948408
 DU1988
 DU1988|---------------------------------------------------------------------|
 DU1988| PID    Reference Object                     Distance      Geod. Az  |
 DU1988|                                                           dddmmss.s |
 DU1988| CD3076 KELVIN RM 1                           7.314 METERS 08324     |
 DU1988| CD3078 KELVIN RM 3 AZIMUTH                                1011710.3 |
 DU1988| CD3077 KELVIN RM 2                          10.255 METERS 17845     |
 DU1988|---------------------------------------------------------------------|
 DU1988
 DU1988                          SUPERSEDED SURVEY CONTROL
 DU1988
 DU1988  NAD 83(1986)-  33 05 41.55384(N)    110 55 10.85119(W) AD(       ) 1
 DU1988  NAD 27      -  33 05 41.32760(N)    110 55 08.45110(W) AD(       ) 1
 DU1988
 DU1988.Superseded values are not recommended for survey control.
 DU1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1988.See file dsdata.txt to determine how the superseded data were derived.
 DU1988
 DU1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0749561808(NAD 83)
 DU1988
 DU1988  HISTORY     - Date     Condition        Report By
 DU1988  HISTORY     - 1935     MONUMENTED       CGS
 DU1988  HISTORY     - 1936     GOOD             CGS
 DU1988  HISTORY     - 1966     GOOD             AMS
 DU1988  HISTORY     - 20080111 POOR             GEOCAC
 DU1988
 DU1988                          STATION DESCRIPTION
 DU1988
 DU1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DU1988'ON A RIDGE SOUTH OF THE KELVIN-WINKELMAN ROAD, 4.3 MILES EAST
 DU1988'BY ROAD FROM KELVIN.  TO REACH, FOLLOW THE KELVIN-WINKELMAN
 DU1988'ROAD EAST FOR 3.5 MILES, CROSS THREE WOODEN BRIDGES CLOSE
 DU1988'TOGETHER, AND CONTINUE FOR 0.7 MILE TO A SHARP LEFT TURN.
 DU1988'STATION IS ON THE RIDGE RUNNING SOUTH, SLIGHTLY LOWER THAN
 DU1988'THE ROAD, AND ABOUT 50 FEET SOUTH OF THE ROAD CENTER ON THE
 DU1988'TURN.  MARKED BY A STANDARD BRONZE DISK.
 DU1988'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU1988'IS 7.314 METERS (24.00 FEET) FROM STATION
 DU1988'N 83 DEG 23 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU1988'BRONZE REFERENCE DISK, IS 10.255 METERS
 DU1988'(33.64 FEET) FROM STATION S 01 DEG 15 MIN E.  THE
 DU1988'AZIMUTH MARK, A STANDARD BRONZE DISK, IS
 DU1988'REFERENCE MARK NO. 3, AND IS ABOUT 300 YARDS FROM STATION
 DU1988'S 78 DEG 43 MIN E.
 DU1988
 DU1988                          STATION RECOVERY (1966)
 DU1988
 DU1988'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 DU1988'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO 1 WERE
 DU1988'RECOVERED AS DESCRIBED.  REF. MK. NO 2 WAS NOT FOUND AND IS
 DU1988'PRESUMED LOST BY THE ADDITION OF A BLADED TRAIL IN THE IMMEDIATE
 DU1988'VICINITY.
 DU1988
 DU1988                          STATION RECOVERY (2008)
 DU1988
 DU1988'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1988'RECOVERED STATION MARK AND REFERENCE MARK 1 IN POOR CONDITION AS
 DU1988'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION - THE STATION
 DU1988'DISK HAS BEEN REDUCED TO THE TRIANGLE THAT WAS IN THE CENTER OF THE
 DU1988'DISK AND IT NOW LOOKS MORE LIKE A RIVET. IT IS SET IN A 1 FOOT SQUARE
 DU1988'ROCK AND IS 12.5 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 DU1988'MONUMENT.
 DU1988'REFERENCE MARK 1 HAS BEEN REDUCED TO ITS DRILL HOLE IN A 3 FOOT BY 2
 DU1988'FOOT BOULDER. REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT SEARCHED
 DU1988'FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2277 ***********************************************************************
 DU2277  DESIGNATION -  KELVIN
 DU2277  PID         -  DU2277
 DU2277  STATE/COUNTY-  AZ/PINAL
 DU2277  USGS QUAD   -  HOT TAMALE PEAK (1982)
 DU2277
 DU2277                         *CURRENT SURVEY CONTROL
 DU2277  ___________________________________________________________________
 DU2277* NAD 83(1992)-  33 09 21.00968(N)    110 55 31.94049(W)     ADJUSTED  
 DU2277* NAVD 88     -      1514.7    (meters)    4969.     (feet)  VERTCON   
 DU2277  ___________________________________________________________________
 DU2277  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 DU2277  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU2277  HORZ ORDER  -  THIRD
 DU2277
 DU2277.The horizontal coordinates were established by classical geodetic methods
 DU2277.and adjusted by the National Geodetic Survey in August 1993.
 DU2277
 DU2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2277
 DU2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2277
 DU2277.The geoid height was determined by GEOID03.
 DU2277
 DU2277;                    North         East     Units Scale Factor Converg.
 DU2277;SPC AZ C     -   239,470.310   305,813.514   MT  1.00000536   +0 32 31.6
 DU2277;SPC AZ C     -   785,663.75  1,003,325.18   iFT  1.00000536   +0 32 31.6
 DU2277;SPC AZ E     -   239,289.337   142,572.115   MT  0.99996176   -0 24 54.2
 DU2277;SPC AZ E     -   785,070.00    467,756.28   iFT  0.99996176   -0 24 54.2
 DU2277;UTM  12      - 3,668,565.624   506,943.581   MT  0.99960059   +0 02 26.6
 DU2277
 DU2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2277!SPC AZ C     -   0.99976669  x   1.00000536  =   0.99977205
 DU2277!SPC AZ E     -   0.99976669  x   0.99996176  =   0.99972846
 DU2277!UTM  12      -   0.99976669  x   0.99960059  =   0.99936737
 DU2277
 DU2277                          SUPERSEDED SURVEY CONTROL
 DU2277
 DU2277  NAD 83(1986)-  33 09 21.00761(N)    110 55 31.94274(W) AD(       ) 3
 DU2277  NGVD 29 (04/26/91) 1514.0    (m)         4967.     (f) VERT ANG    3  
 DU2277
 DU2277.Superseded values are not recommended for survey control.
 DU2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2277.See file dsdata.txt to determine how the superseded data were derived.
 DU2277
 DU2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0694468566(NAD 83)
 DU2277_MARKER: N = NAIL
 DU2277_SETTING: 66 = SET IN ROCK OUTCROP
 DU2277_SP_SET: SET IN BEDROCK
 DU2277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2277+STABILITY: POSITION/ELEVATION WELL
 DU2277
 DU2277  HISTORY     - Date     Condition        Report By
 DU2277  HISTORY     - 1900     MONUMENTED       USGS
 DU2277
 DU2277                          STATION DESCRIPTION
 DU2277
 DU2277'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2277'LOCATED 3 MI E. OF RAY MINE ON MINERAL CREEK, 2 MI W. OF GRAY
 DU2277'MINING CAMP ON GLOBE-RIVERSIDE WAGON RD. WHERE IT CROSSES DIVIDE
 DU2277'8 MI N. OF RIVERSIDE.  ON HIGHEST ROUND HILL ON DIVIDE BETWEEN
 DU2277'GILA RIVER, MINERAL AND DRIPPING SPRING CREEKS.
 DU2277'
 DU2277'TO REACH NOT GIVEN.
 DU2277'
 DU2277'STATION MARK--THREE NAILS CEMENTED IN DRILL HOLE IN SOLID ROCK
 DU2277'UNDER CENTER OF ROCK MONUMENT.
 DU2277'
 DU2277'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0956 ***********************************************************************
 CG0956  DESIGNATION -  KENDALL
 CG0956  PID         -  CG0956
 CG0956  STATE/COUNTY-  AZ/COCHISE
 CG0956  USGS QUAD   -  TOMBSTONE (1978)
 CG0956
 CG0956                         *CURRENT SURVEY CONTROL
 CG0956  ___________________________________________________________________
 CG0956* NAD 83(1992)-  31 44 07.58760(N)    110 00 34.75306(W)     ADJUSTED  
 CG0956* NAVD 88     -      1429.3    (meters)    4689.     (feet)  VERTCON   
 CG0956  ___________________________________________________________________
 CG0956  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 CG0956  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CG0956  HORZ ORDER  -  SECOND
 CG0956
 CG0956.The horizontal coordinates were established by classical geodetic methods
 CG0956.and adjusted by the National Geodetic Survey in August 1993.
 CG0956
 CG0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0956
 CG0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0956
 CG0956.The geoid height was determined by GEOID03.
 CG0956
 CG0956;                    North         East     Units Scale Factor Converg.
 CG0956;SPC AZ E     -    81,545.187   228,237.619   MT  0.99990273   +0 04 57.3
 CG0956;SPC AZ E     -   267,536.70    748,811.09   iFT  0.99990273   +0 04 57.3
 CG0956;UTM  12      - 3,511,538.426   593,813.210   MT  0.99970854   +0 31 15.4
 CG0956
 CG0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0956!SPC AZ E     -   0.99977994  x   0.99990273  =   0.99968269
 CG0956!UTM  12      -   0.99977994  x   0.99970854  =   0.99948854
 CG0956
 CG0956|---------------------------------------------------------------------|
 CG0956| PID    Reference Object                     Distance      Geod. Az  |
 CG0956|                                                           dddmmss.s |
 CG0956| CG0894 C 78                                               15455     |
 CG0956| CC6788 KENDALL AZ MK                                      2440415.5 |
 CG0956| CG0957 TOMBSTONE COURTHOUSE SPIRE          APPROX. 6.2 KM 2452608.1 |
 CG0956| CC6789 KENDALL RM 2                          8.610 METERS 25431     |
 CG0956|---------------------------------------------------------------------|
 CG0956
 CG0956                          SUPERSEDED SURVEY CONTROL
 CG0956
 CG0956  NAD 83(1986)-  31 44 07.58253(N)    110 00 34.74945(W) AD(       ) 2
 CG0956  NAD 27      -  31 44 07.26000(N)    110 00 32.47400(W) AD(       ) 2
 CG0956  NGVD 29 (07/19/86) 1428.4    (m)         4686.     (f) VERT ANG    3  
 CG0956
 CG0956.Superseded values are not recommended for survey control.
 CG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0956.See file dsdata.txt to determine how the superseded data were derived.
 CG0956
 CG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9381311538(NAD 83)
 CG0956_MARKER: DS = TRIANGULATION STATION DISK
 CG0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0956+STABILITY: SURFACE MOTION
 CG0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0956+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CG0956
 CG0956  HISTORY     - Date     Condition        Report By
 CG0956  HISTORY     - 1946     MONUMENTED       CGS
 CG0956  HISTORY     - 1957     GOOD             USGS
 CG0956  HISTORY     - 1961     GOOD             LOCENG
 CG0956  HISTORY     - 1985     GOOD             AZDT
 CG0956  HISTORY     - 20060506 GOOD             NGS
 CG0956  HISTORY     - 20070504 GOOD             GEOCAC
 CG0956
 CG0956                          STATION DESCRIPTION
 CG0956
 CG0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0956'THE STATION IS 4 MILES ENE OF TOMBSTONE BY AIRLINE.
 CG0956'
 CG0956'TO REACH FROM THE POST OFFICE IN TOMBSTONE, GO SW ON U.S. HIGHWAY
 CG0956'80 FOR 0.6 MILE TO A SIDE ROAD LEFT AND A SIGN READING GLEASON
 CG0956'PEARCE.  FOLLOWING THE SIGN, TAKE THE LEFT FORK, A GRADED ROAD,
 CG0956'AND GO 3.3 MILES TO THE WITNESS POST AND AZIMUTH MARK ON THE LEFT.
 CG0956'CONTINUE 0.4 MILE TO THE WITNESS POST AND THE STATION ON THE
 CG0956'LEFT.
 CG0956'
 CG0956'THE STATION MARK IS A BRONZE STATION DISK, STAMPED KENDALL 1946,
 CG0956'AND IS SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 CG0956'12 FEET ENE OF THE WITNESS POST AND 114 FEET NW OF THE CENTER OF
 CG0956'THE TOMBSTONE-GLEASON ROAD.  UNDERGROUND MARK IS A BRONZE STATION
 CG0956'DISK SET IN CONCRETE.
 CG0956'
 CG0956'REFERENCE MARK 1 IS A BRONZE BENCH-MARK DISK, STAMPED C 78 1934,
 CG0956'AND IS SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 CG0956'IS 83 FEET SE OF THE CENTER OF THE TOMBSTONE-GLEASON ROAD.  THE
 CG0956'MARK IS ABOUT 12 FEET BELOW THE STATION AND SE OF IT.
 CG0956'
 CG0956'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED KENDALL NO 2
 CG0956'1946, AND IS SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CG0956'IT IS ABOUT THE SAME LEVEL AS THE STATION.  THE MARK IS SW OF
 CG0956'THE STATION.
 CG0956'
 CG0956'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED KENDALL 1946,
 CG0956'AND IS SET IN A SQUARE CONCRETE POST FLUSH.  IT IS 6 FEET WNW OF
 CG0956'THE WITNESS POST AND 41-1/2 FEET NW OF THE ROAD FROM TOMBSTONE
 CG0956'TO GLEASON.  THE MARK IS 0.4 MILE SW OF THE STATION.
 CG0956'
 CG0956'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CG0956
 CG0956                          STATION RECOVERY (1957)
 CG0956
 CG0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG0956'RECOVERED AS DESCRIBED BY NGS IN 1946 IN DESCRIPTION LIST 31 110
 CG0956'1, STATION 1040.  ALL MARKS IN GOOD CONDITION EXCEPT RM 1 NOT FOUND.
 CG0956
 CG0956                          STATION RECOVERY (1961)
 CG0956
 CG0956'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (RRR)
 CG0956'RECOVERED BY BEAR CR MINING CO.
 CG0956'
 CG0956'STATION FOUND IN EXCELLENT CONDITION.
 CG0956
 CG0956                          STATION RECOVERY (1985)
 CG0956
 CG0956'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (HW)
 CG0956'THE STATION MARK, REFERENCE MARKS AND AZ MARK WERE RECOVERED IN GOOD
 CG0956'CONDITION. THE 1946 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 CG0956
 CG0956                          STATION RECOVERY (2006)
 CG0956
 CG0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CG0956'MARK IS STAMPED 'KENDALL 1946 ASA 245.'  MARK IS 1.6 M NORTH OF EPG
 CG0956'WITNESS POST.
 CG0956
 CG0956                          STATION RECOVERY (2007)
 CG0956
 CG0956'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0956'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG0956'CONDITION AS DESCRIBED, DID NOT SEARCH FOR THE AZIMUTH MARK. UPDATED
 CG0956'TO REACH DIRECTIONS FOLLOW.
 CG0956' 
 CG0956'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CG0956'SOUTHEAST ON SAFFORD STREET FOR 0.1 MILES TO STATE HIGHWAY 80. TURN
 CG0956'RIGHT AND TRAVEL SOUTHWEST FOR 0.1 MILES THEN SOUTHEAST FOR 0.9 MILES
 CG0956'ON STATE HIGHWAY 80 TO CAMINO SAN RAFAEL ROAD. TURN LEFT AND TRAVEL
 CG0956'NORTH ON CAMINO SAN RAFAEL ROAD FOR 1.1 MILES TO GLEESON ROAD.
 CG0956'TURN RIGHT AND TRAVEL EAST ON GLEESON ROAD FOR 0.4 MILES TO A CATTLE
 CG0956'GUARD WHERE THE ROAD BECOMES A GRADED ROAD AND CONTINUE 2.3 MILES TO
 CG0956'THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0559 ***********************************************************************
 FQ0559  DESIGNATION -  KENDRICK
 FQ0559  PID         -  FQ0559
 FQ0559  STATE/COUNTY-  AZ/COCONINO
 FQ0559  USGS QUAD   -  KENDRICK PEAK (1966)
 FQ0559
 FQ0559                         *CURRENT SURVEY CONTROL
 FQ0559  ___________________________________________________________________
 FQ0559* NAD 83(1992)-  35 24 29.02384(N)    111 51 03.46100(W)     ADJUSTED  
 FQ0559* NAVD 88     -      3176.6    (meters)   10422.     (feet)  VERTCON   
 FQ0559  ___________________________________________________________________
 FQ0559  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 FQ0559  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 FQ0559  HORZ ORDER  -  THIRD
 FQ0559
 FQ0559.The horizontal coordinates were established by classical geodetic methods
 FQ0559.and adjusted by the National Geodetic Survey in August 1993.
 FQ0559
 FQ0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0559
 FQ0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0559
 FQ0559.The geoid height was determined by GEOID03.
 FQ0559
 FQ0559;                    North         East     Units Scale Factor Converg.
 FQ0559;SPC AZ C     -   488,843.851   219,327.589   MT  0.99990044   +0 02 17.0
 FQ0559;SPC AZ C     - 1,603,818.41    719,578.70   iFT  0.99990044   +0 02 17.0
 FQ0559;UTM  12      - 3,918,629.592   422,734.891   MT  0.99967357   -0 29 35.0
 FQ0559
 FQ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0559!SPC AZ C     -   0.99950524  x   0.99990044  =   0.99940573
 FQ0559!UTM  12      -   0.99950524  x   0.99967357  =   0.99917897
 FQ0559
 FQ0559:                Primary Azimuth Mark                     Grid Az
 FQ0559:SPC AZ C     -  RED HILL                                 296 33 10.5
 FQ0559:UTM  12      -  RED HILL                                 297 05 02.5
 FQ0559
 FQ0559|---------------------------------------------------------------------|
 FQ0559| PID    Reference Object                     Distance      Geod. Az  |
 FQ0559|                                                           dddmmss.s |
 FQ0559| FQ0562 RED HILL                            APPROX.14.3 KM 2963527.5 |
 FQ0559|---------------------------------------------------------------------|
 FQ0559
 FQ0559                          SUPERSEDED SURVEY CONTROL
 FQ0559
 FQ0559  NAD 83(1986)-  35 24 29.02169(N)    111 51 03.45700(W) AD(       ) 3
 FQ0559  NGVD 29 (05/08/89) 3175.4    (m)        10418.     (f) VERT ANG    3  
 FQ0559
 FQ0559.Superseded values are not recommended for survey control.
 FQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0559.See file dsdata.txt to determine how the superseded data were derived.
 FQ0559
 FQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2273518630(NAD 83)
 FQ0559_MARKER: DD = SURVEY DISK
 FQ0559_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0559_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0559+STABILITY: POSITION/ELEVATION WELL
 FQ0559
 FQ0559  HISTORY     - Date     Condition        Report By
 FQ0559  HISTORY     - 1965     MONUMENTED       USGS
 FQ0559
 FQ0559                          STATION DESCRIPTION
 FQ0559
 FQ0559'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0559'LOCATED ABOUT 18 MI NW. OF FLAGSTAFF, 12 MI N. OF BELLEMONT.  10.1
 FQ0559'MI NNW. OF HUMPHREYS PEAK.  ON PROMINENT, TIMBERED TOP KNOWN
 FQ0559'LOCALLY AS KENDRICK PEAK.
 FQ0559'
 FQ0559'TO REACH FROM PARKS, DRIVE 7.9 MI N. ON FOREST SERVICE RD. 141 TO
 FQ0559'RD. FORK IN 90 DEGREE BEND OF MAIN-TRAVELED RD.  TAKE RIGHT FORK
 FQ0559'LEAVING MAIN-TRAVELED RD. AND FOLLOW DIRT RD. 1.6 MI TO Y-RD.
 FQ0559'FORK.  TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. 3.1 MI E. TO
 FQ0559'Y-RD. FORK.  TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED RD. 0.9 MI TO
 FQ0559'RD. FORK.  TAKE RIGHT FORK 0.1 MI TO Y-RD. FORK.  TAKE LEFT FORK
 FQ0559'0.2 MI TO T-RD. N.  TAKE LEFT FORK AND FOLLOW OLD RD. 0.7 MI TO
 FQ0559'END OF TRUCK TRAVEL.  PACK UP TRAIL TO HIGHEST POINT AND STATION.
 FQ0559'A 1-HOUR 45-MINUTE PACK.
 FQ0559'
 FQ0559'STATION MARK--STANDARD TABLET STAMPED---KENDRICK 1965---, CEMENTED
 FQ0559'IN DRILL HOLE IN ROCK OUTCROP.
 FQ0559'
 FQ0559'KENDRICK USGS--OLD TABLET, UNSTAMPED, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0560 ***********************************************************************
 FQ0560  DESIGNATION -  KENDRICK
 FQ0560  PID         -  FQ0560
 FQ0560  STATE/COUNTY-  AZ/COCONINO
 FQ0560  USGS QUAD   -  KENDRICK PEAK (1966)
 FQ0560
 FQ0560                         *CURRENT SURVEY CONTROL
 FQ0560  ___________________________________________________________________
 FQ0560* NAD 83(1992)-  35 24 29.07943(N)    111 51 03.56059(W)     ADJUSTED  
 FQ0560* NAVD 88     -      3177.4    (meters)   10425.     (feet)  VERTCON   
 FQ0560  ___________________________________________________________________
 FQ0560  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 FQ0560  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 FQ0560  HORZ ORDER  -  THIRD
 FQ0560
 FQ0560.The horizontal coordinates were established by classical geodetic methods
 FQ0560.and adjusted by the National Geodetic Survey in August 1993.
 FQ0560
 FQ0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0560
 FQ0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0560
 FQ0560.The geoid height was determined by GEOID03.
 FQ0560
 FQ0560;                    North         East     Units Scale Factor Converg.
 FQ0560;SPC AZ C     -   488,845.563   219,325.075   MT  0.99990044   +0 02 17.0
 FQ0560;SPC AZ C     - 1,603,824.03    719,570.46   iFT  0.99990044   +0 02 17.0
 FQ0560;UTM  12      - 3,918,631.326   422,732.394   MT  0.99967357   -0 29 35.1
 FQ0560
 FQ0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0560!SPC AZ C     -   0.99950512  x   0.99990044  =   0.99940561
 FQ0560!UTM  12      -   0.99950512  x   0.99967357  =   0.99917885
 FQ0560
 FQ0560:                Primary Azimuth Mark                     Grid Az
 FQ0560:SPC AZ C     -  WILLIAMS                                 234 27 10.8
 FQ0560:UTM  12      -  WILLIAMS                                 234 59 02.9
 FQ0560
 FQ0560|---------------------------------------------------------------------|
 FQ0560| PID    Reference Object                     Distance      Geod. Az  |
 FQ0560|                                                           dddmmss.s |
 FQ0560| FR0837 WILLIAMS                            APPROX.39.6 KM 2342927.8 |
 FQ0560|---------------------------------------------------------------------|
 FQ0560
 FQ0560                          SUPERSEDED SURVEY CONTROL
 FQ0560
 FQ0560  NAD 83(1986)-  35 24 29.07753(N)    111 51 03.55475(W) AD(       ) 3
 FQ0560  NGVD 29 (05/08/89) 3176.2    (m)        10421.     (f) VERT ANG    3  
 FQ0560
 FQ0560.Superseded values are not recommended for survey control.
 FQ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0560.See file dsdata.txt to determine how the superseded data were derived.
 FQ0560
 FQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2273218631(NAD 83)
 FQ0560_MARKER: DS = TRIANGULATION STATION DISK
 FQ0560_SETTING: 80 = SET IN A BOULDER
 FQ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0560+STABILITY: SURFACE MOTION
 FQ0560
 FQ0560  HISTORY     - Date     Condition        Report By
 FQ0560  HISTORY     - 1902     MONUMENTED       USGS
 FQ0560  HISTORY     - 1903     GOOD             USGS
 FQ0560
 FQ0560                          STATION DESCRIPTION
 FQ0560
 FQ0560'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FQ0560'LOCATED ON HIGHEST POINT OF KENDRICK MTN.
 FQ0560'
 FQ0560'TO REACH FROM SPRING VALLEY AND MOTTS LAKE, TAKE WAGON RD. TO
 FQ0560'WEST FOOT OF MOUNTAIN.  SADDLE HORSES CAN BE TAKEN WITHIN 300 FT.
 FQ0560'OF SUMMIT.
 FQ0560'
 FQ0560'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 FQ0560'IN MALPAIS ROCK UNDER LOOSE PILE OF ROCK 5 FT. HIGH.
 FQ0560'
 FQ0560'RMS--NONE SET.
 FQ0560
 FQ0560                          STATION RECOVERY (1903)
 FQ0560
 FQ0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1903
 FQ0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0675 ***********************************************************************
 FQ0675  DESIGNATION -  KENDRICK PEAK LOOKOUT TOWER
 FQ0675  PID         -  FQ0675
 FQ0675  STATE/COUNTY-  AZ/COCONINO
 FQ0675  USGS QUAD   -  KENDRICK PEAK (1966)
 FQ0675
 FQ0675                         *CURRENT SURVEY CONTROL
 FQ0675  ___________________________________________________________________
 FQ0675* NAD 83(1992)-  35 24 29.02991(N)    111 51 03.45742(W)     ADJUSTED  
 FQ0675* NAVD 88     -              **(meters)            **(feet)            
 FQ0675  ___________________________________________________________________
 FQ0675  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 FQ0675  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 FQ0675  HORZ ORDER  -  THIRD
 FQ0675
 FQ0675.The horizontal coordinates were established by classical geodetic methods
 FQ0675.and adjusted by the National Geodetic Survey in August 1993.
 FQ0675
 FQ0675
 FQ0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0675
 FQ0675.The geoid height was determined by GEOID03.
 FQ0675
 FQ0675;                    North         East     Units Scale Factor Converg.
 FQ0675;SPC AZ C     -   488,844.038   219,327.679   MT  0.99990044   +0 02 17.1
 FQ0675;SPC AZ C     - 1,603,819.02    719,579.00   iFT  0.99990044   +0 02 17.1
 FQ0675;UTM  12      - 3,918,629.778   422,734.983   MT  0.99967357   -0 29 35.0
 FQ0675
 FQ0675                          SUPERSEDED SURVEY CONTROL
 FQ0675
 FQ0675  NAD 83(1986)-  35 24 29.02976(N)    111 51 03.45912(W) AD(       ) 4
 FQ0675  NAD 27      -  35 24 29.00971(N)    111 51 00.90162(W) AD(       ) 3
 FQ0675
 FQ0675.Superseded values are not recommended for survey control.
 FQ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0675.See file dsdata.txt to determine how the superseded data were derived.
 FQ0675
 FQ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2273518630(NAD 83)
 FQ0675_MARKER: 57 = LOOKOUT TOWER
 FQ0675
 FQ0675  HISTORY     - Date     Condition        Report By
 FQ0675  HISTORY     - 1936     FIRST OBSERVED   CGS
 FQ0675  HISTORY     - 1955     GOOD             CGS
 FQ0675
 FQ0675                          STATION DESCRIPTION
 FQ0675
 FQ0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0675'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 FQ0675'
 FQ0675'ABOUT 18 MI. (AIRLINE) NW OF FLAGSTAFF, ON THE SUMMIT OF
 FQ0675'KENDRICK PEAK (THE HIGHEST MOUNTAIN IN THE VICINITY).  THE
 FQ0675'APEX OF THE ROOF OF A SMALL ONE-STORY YELLOW-PAINTED LOOKOUT
 FQ0675'STRUCTURE ABOUT 15 FT. SQUARE.
 FQ0675'
 FQ0675'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FQ0675'DEPOT IN FLAGSTAFF, GO W ALONG U.S. HIGHWAY 66 FOR 11.8 MI.
 FQ0675'TO A T-ROAD N, TURN RIGHT AND PROCEED N FOLLOWING U.S. FOREST
 FQ0675'SERVICE ROUTE 271 TAKING THE LEFT FORK AT A Y-ROAD FOR 2.4
 FQ0675'MI. FROM THE HIGHWAY, THE LEFT FORK AT A Y-ROAD FOR 3.5 MI.
 FQ0675'FROM THE HIGHWAY, THE RIGHT FORK AT A Y-ROAD FOR 4.5 MI. FROM
 FQ0675'THE HIGHWAY, THE LEFT FORK AT A Y-ROAD FOR 4.9 MI. FROM THE
 FQ0675'HIGHWAY, THE LEFT FORK AT A Y-ROAD FOR 6.1 MI. FROM THE
 FQ0675'HIGHWAY, AND THE LEFT FORK AT A Y-ROAD FOR 9.8 MI. FROM THE
 FQ0675'HIGHWAY, THE INTERSECTION OF FOREST SERVICE ROUTES 271 AND
 FQ0675'271B.  KEEP LEFT ON ROUTE 271B, TAKING THE RIGHT FORK AT A
 FQ0675'Y-ROAD FOR 11.2 MI. FROM THE HIGHWAY, AND TURN RIGHT AT A
 FQ0675'T-ROAD FOR 11.4 MI.  FROM THE HIGHWAY, PROCEEDING N FOR 0.7
 FQ0675'MI. TO A SMALL PARK AND THE END OF TRUCK TRAVEL.  PACK N
 FQ0675'UP THE MOUNTAIN ALONG THE KENDRICK TRAIL TO THE STATION.
 FQ0675'A 2-1/2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0864 ***********************************************************************
 ES0864  DESIGNATION -  KENS
 ES0864  PID         -  ES0864
 ES0864  STATE/COUNTY-  AZ/COCONINO
 ES0864  USGS QUAD   -  QUAYLE HILL (1971)
 ES0864
 ES0864                         *CURRENT SURVEY CONTROL
 ES0864  ___________________________________________________________________
 ES0864* NAD 83(1992)-  34 39 29.85365(N)    111 06 34.43237(W)     ADJUSTED  
 ES0864* NAVD 88     -      2060.7    (meters)    6761.     (feet)  VERTCON   
 ES0864  ___________________________________________________________________
 ES0864  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 ES0864  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0864  HORZ ORDER  -  SECOND
 ES0864
 ES0864.The horizontal coordinates were established by classical geodetic methods
 ES0864.and adjusted by the National Geodetic Survey in August 1993.
 ES0864
 ES0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0864
 ES0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0864
 ES0864.The geoid height was determined by GEOID03.
 ES0864
 ES0864;                    North         East     Units Scale Factor Converg.
 ES0864;SPC AZ C     -   405,966.188   287,337.330   MT  0.99996743   +0 27 32.4
 ES0864;SPC AZ C     - 1,331,910.07    942,707.78   iFT  0.99996743   +0 27 32.4
 ES0864;UTM  12      - 3,835,155.548   489,960.667   MT  0.99960124   -0 03 44.3
 ES0864
 ES0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0864!SPC AZ C     -   0.99968032  x   0.99996743  =   0.99964776
 ES0864!UTM  12      -   0.99968032  x   0.99960124  =   0.99928169
 ES0864
 ES0864:                Primary Azimuth Mark                     Grid Az
 ES0864:SPC AZ C     -  PIT                                      011 38 08.2
 ES0864:UTM  12      -  PIT                                      012 09 24.9
 ES0864
 ES0864|---------------------------------------------------------------------|
 ES0864| PID    Reference Object                     Distance      Geod. Az  |
 ES0864|                                                           dddmmss.s |
 ES0864| ES0873 PIT                                 APPROX. 1.0 KM 0120540.6 |
 ES0864| ES0885 VALS                                APPROX. 0.7 KM 1702058.0 |
 ES0864|---------------------------------------------------------------------|
 ES0864
 ES0864                          SUPERSEDED SURVEY CONTROL
 ES0864
 ES0864  NAD 83(1986)-  34 39 29.84712(N)    111 06 34.43633(W) AD(       ) 2
 ES0864  NGVD 29 (07/10/87) 2059.8    (m)         6758.     (f) VERT ANG    3  
 ES0864
 ES0864.Superseded values are not recommended for survey control.
 ES0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0864.See file dsdata.txt to determine how the superseded data were derived.
 ES0864
 ES0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8996135156(NAD 83)
 ES0864_MARKER: DS = TRIANGULATION STATION DISK
 ES0864_SETTING: 80 = SET IN A BOULDER
 ES0864_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0864+STABILITY: SURFACE MOTION
 ES0864
 ES0864  HISTORY     - Date     Condition        Report By
 ES0864  HISTORY     - 1981     MONUMENTED       AZDT
 ES0864  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 ES0864  HISTORY     - 20080723 GOOD             GEOCAC
 ES0864
 ES0864                          STATION DESCRIPTION
 ES0864
 ES0864'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0864'THE STATION IS LOCATED 5.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0864'STATION ALONG ARIZONA HIGHWAY 87.
 ES0864'
 ES0864'THE STATION MARK IS AN AZDT DISK STAMPED---KENS 1981---SET IN A
 ES0864'DRILL HOLE IN A BOULDER 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 ES0864'AND 4 FEET EAST OF A CAIRN.
 ES0864'
 ES0864'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0864'
 ES0864'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0864'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0864'CONTINUE NORTH ALONG THE HIGHWAY FOR 6.6 MILES TO THE STATION ON THE
 ES0864'LEFT.
 ES0864
 ES0864                          STATION RECOVERY (1998)
 ES0864
 ES0864'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0864'MARK NOT FOUND.
 ES0864
 ES0864                          STATION RECOVERY (2008)
 ES0864
 ES0864'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2223 ***********************************************************************
 DU2223  DESIGNATION -  KENTUCK 5 17
 DU2223  PID         -  DU2223
 DU2223  STATE/COUNTY-  AZ/MARICOPA
 DU2223  USGS QUAD   -  HUMBOLDT MTN (1978)
 DU2223
 DU2223                         *CURRENT SURVEY CONTROL
 DU2223  ___________________________________________________________________
 DU2223* NAD 83(1992)-  33 54 48.89132(N)    111 47 02.32907(W)     ADJUSTED  
 DU2223* NAVD 88     -      1529.     (meters)    5016.     (feet)  SCALED    
 DU2223  ___________________________________________________________________
 DU2223  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DU2223  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU2223  HORZ ORDER  -  SECOND
 DU2223
 DU2223.The horizontal coordinates were established by classical geodetic methods
 DU2223.and adjusted by the National Geodetic Survey in August 1993.
 DU2223
 DU2223.The orthometric height was scaled from a topographic map.
 DU2223
 DU2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2223
 DU2223.The geoid height was determined by GEOID03.
 DU2223
 DU2223;                    North         East     Units Scale Factor Converg.
 DU2223;SPC AZ C     -   323,076.992   225,629.379   MT  0.99990186   +0 04 26.5
 DU2223;SPC AZ C     - 1,059,963.88    740,253.87   iFT  0.99990186   +0 04 26.5
 DU2223;UTM  12      - 3,752,850.721   427,527.025   MT  0.99966475   -0 26 14.8
 DU2223
 DU2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2223!SPC AZ C     -   0.99976447  x   0.99990186  =   0.99966635
 DU2223!UTM  12      -   0.99976447  x   0.99966475  =   0.99942930
 DU2223
 DU2223                          SUPERSEDED SURVEY CONTROL
 DU2223
 DU2223  NAD 83(1986)-  33 54 48.88525(N)    111 47 02.33294(W) AD(       ) 2
 DU2223  NAD 27      -  33 54 48.74500(N)    111 46 59.81400(W) AD(       ) 2
 DU2223
 DU2223.Superseded values are not recommended for survey control.
 DU2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2223.See file dsdata.txt to determine how the superseded data were derived.
 DU2223
 DU2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2752752851(NAD 83)
 DU2223_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2223_SETTING: 66 = SET IN ROCK OUTCROP
 DU2223_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2223+STABILITY: POSITION/ELEVATION WELL
 DU2223
 DU2223  HISTORY     - Date     Condition        Report By
 DU2223  HISTORY     - 1946     MONUMENTED       USFS
 DU2223  HISTORY     - 20080621 MARK NOT FOUND   GEOCAC
 DU2223
 DU2223                          STATION DESCRIPTION
 DU2223
 DU2223'DESCRIBED BY US FOREST SERVICE 1946
 DU2223'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO SOUTH
 DU2223'AND EAST ON THE HORSE SHOE AND BARTLETT DAM ROAD FOR 1.15 MILES
 DU2223'TO THE END OF THE MACADAM ROAD, HERE CONTINUE ON THE WELL GRADED
 DU2223'ROAD FOR 2.4 MILES TO THE CATTLE GUARD MARKING THE ENTRANCE INTO
 DU2223'THE TONTO NATIONAL FOREST.  CROSS OVER THIS CATTLE GUARD AND
 DU2223'CONTINUE ON THE WELL GRADED ROAD FOR 3.95 MILES TO A FORK.  TAKE
 DU2223'THE LEFT FORK AS PER SIGN TO CAMP CREEK AND CONTINUE ON THE
 DU2223'MAIN TRAVELED ROAD FOR 2.35 MILES TO WHERE THE ROAD CROSSES
 DU2223'BLUE WASH, HERE CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 DU2223'ROAD FOR 0.1 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER
 DU2223'SIGN KAY RANCH 3/4 GOING 0.75 MILES TO THE BOTTOM OF A CANYON
 DU2223'AND A FORK.  TAKE THE RIGHT FORK GOING FOR 50 FEET TO A GATE,
 DU2223'HERE TURN SHARP LEFT BEFORE GOING THROUGH THE GATE AND
 DU2223'FOLLOW THE DIM TRACK ROAD ALONG THE FENCE, ACROSS THE WASH AND
 DU2223'UP OUT OF THE CANYON, GOING FOR 0.9 MILES TO A WASH.  TURN
 DU2223'LEFT UP THIS WASH, GOING FOR 0.1 MILE AND THEN TURN RIGHT ON A
 DU2223'DIM ROAD UP A SMALL WASH AND GO 0.2 MILES TO WHERE THE TRACK ROAD
 DU2223'LEAVES THE WASH ON THE LEFT.  TURN LEFT HERE AND FOLLOW THIS
 DU2223'TRACK ROAD FOR 0.4 MILES TO A FORK, TAKE THE LEFT FORK AND
 DU2223'FOLLOW THIS TRACK ROAD FOR 3.5 MILES TO WHERE IT MAKES A LEFT
 DU2223'TURN AND A DIM TRACK ROAD TURNS OFF TO THE RIGHT.  TAKE THE
 DU2223'DIM RIGHT FORK AND FOLLOW THE DIM TRACK ROAD UP THE RIDGE FOR 0.3
 DU2223'MILES TO A GROUP OF LARGE BOULDERS.
 DU2223'CONTINUE ON UP THE RIDGE, FOLLOWING THE TRAIL FOR 0.2 MILES TO THE
 DU2223'END OF TRUCK TRAVEL.  FROM HERE PACK UP THE TRAIL TO THE TOP OF
 DU2223'THE LOW SADDLE TO THE LEFT OF THE HIGHEST PEAK ON THE RIDGE
 DU2223'BETWEEN THE END OF TRUCK TRAVEL AND THE STATION.  FROM THIS SADDLE
 DU2223'ANGLE RIGHT AND FOLLOW THE RIDGE TO THE HIGHEST POINT AND
 DU2223'STATION.
 DU2223'THE FOREST SERVICE MARK IS A STANDARD DEPARTMENT OF AGRICULTURE
 DU2223'FOREST SERVICE MARK STAMPED FIRE CONTROL VISIBLE AREA MAP POINT
 DU2223'KENTUCK 5 17 38, SET IN OUT-CROPPING BEDROCK WHICH PROJECTS ABOUT
 DU2223'5 INCHES ABOVE THE SURROUNDING SURFACE AND IS ABOUT 1 FOOT ABOVE
 DU2223'THE STATION.  IT IS LOCATED NORTHEAST OF THE STATION.
 DU2223
 DU2223                          STATION RECOVERY (2008)
 DU2223
 DU2223'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2223'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED ONLY EVIDENCE OF THE
 DU2223'MARK, BUT NOT THE MARK ITSELF. A BIT OF THE MOUNTING CEMENT IS ALL
 DU2223'THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1508 ***********************************************************************
 DA1508  DESIGNATION -  KERWO
 DA1508  PID         -  DA1508
 DA1508  STATE/COUNTY-  AZ/PIMA
 DA1508  USGS QUAD   -  GU VO (1990)
 DA1508
 DA1508                         *CURRENT SURVEY CONTROL
 DA1508  ___________________________________________________________________
 DA1508* NAD 83(1992)-  32 04 50.02431(N)    112 35 16.22652(W)     ADJUSTED  
 DA1508* NAVD 88     -       798.     (meters)    2618.     (feet)  SCALED    
 DA1508  ___________________________________________________________________
 DA1508  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DA1508  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA1508  HORZ ORDER  -  SECOND
 DA1508
 DA1508.The horizontal coordinates were established by classical geodetic methods
 DA1508.and adjusted by the National Geodetic Survey in August 1993.
 DA1508
 DA1508.The orthometric height was scaled from a topographic map.
 DA1508
 DA1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1508
 DA1508.The geoid height was determined by GEOID03.
 DA1508
 DA1508;                    North         East     Units Scale Factor Converg.
 DA1508;SPC AZ C     -   119,996.588   149,999.874   MT  0.99994949   -0 21 23.3
 DA1508;SPC AZ C     -   393,689.59    492,125.57   iFT  0.99994949   -0 21 23.3
 DA1508;UTM  12      - 3,550,468.500   350,142.821   MT  0.99987695   -0 50 36.5
 DA1508
 DA1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1508!SPC AZ C     -   0.99987969  x   0.99994949  =   0.99982919
 DA1508!UTM  12      -   0.99987969  x   0.99987695  =   0.99975666
 DA1508
 DA1508|---------------------------------------------------------------------|
 DA1508| PID    Reference Object                     Distance      Geod. Az  |
 DA1508|                                                           dddmmss.s |
 DA1508| CH5799 KERWO RM 1                            8.005 METERS 07219     |
 DA1508| DA1507 KERWO WHITE CHAPEL CROSS            APPROX. 3.2 KM 1254247.0 |
 DA1508| CH5800 KERWO RM 2                            5.674 METERS 17123     |
 DA1508| CH5798 KERWO AZ MK                                        2432401.0 |
 DA1508|---------------------------------------------------------------------|
 DA1508
 DA1508                          SUPERSEDED SURVEY CONTROL
 DA1508
 DA1508  NAD 83(1986)-  32 04 50.01441(N)    112 35 16.22769(W) AD(       ) 2
 DA1508  NAD 27      -  32 04 49.76800(N)    112 35 13.71200(W) AD(       ) 2
 DA1508
 DA1508.Superseded values are not recommended for survey control.
 DA1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1508.See file dsdata.txt to determine how the superseded data were derived.
 DA1508
 DA1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5014350468(NAD 83)
 DA1508_MARKER: DS = TRIANGULATION STATION DISK
 DA1508_SETTING: 66 = SET IN ROCK OUTCROP
 DA1508
 DA1508  HISTORY     - Date     Condition        Report By
 DA1508  HISTORY     - 1936     MONUMENTED       CGS
 DA1508  HISTORY     - 20041028 POOR             INDIV
 DA1508
 DA1508                          STATION DESCRIPTION
 DA1508
 DA1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1508'ON THE HIGHEST CONICAL HILL ON THE SOUTH END OF A LAVA RIDGE
 DA1508'ABOUT 2-1/2 MILES NORTHWEST OF THE INDIAN VILLAGE OF KERWO,
 DA1508'ABOUT 25 MILES SOUTHEAST OF THE TOWN OF AJO AND ABOUT 0.3 MILE
 DA1508'EAST OF THE GRADED ROAD LEADING TO KERWO.  MARKED BY A STANDARD
 DA1508'BRONZE DISK.  REFERENCE MARK NO. 1,
 DA1508'A STANDARD BRONZE REFERENCE DISK, IS 8.005 METERS
 DA1508'(26.26 FEET) FROM STATION N 72 DEG 19 MIN E.  REFERENCE
 DA1508'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DA1508'5.674 METERS (18.62 FEET) FROM STATION S 08 DEG 37
 DA1508'MIN E.  THE AZIMUTH MARK, A STANDAD BRONZE DISK, IS 75
 DA1508'FEET EAST OF THE CENTERLINE OF THE KERWO-AJO GRADED ROAD,
 DA1508'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS 0.4 MILE FROM
 DA1508'STATION S 63 DEG 24 MIN W.
 DA1508
 DA1508                          STATION RECOVERY (2004)
 DA1508
 DA1508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LD)
 DA1508'BRASS CAP KERWO APPARENTLY WAS PULLED FROM ITS FOUNADATION ON THE
 DA1508'SUMMIT OF A SMALL MOUNTAIN AND ROLLED OVER THE WEST SIDE OF THE
 DA1508'MOUNTAIN.  THE BRASS CAP IS STILL CEMENTED IN THE BOULDER, WHICH RESTS
 DA1508'ABOUT 30 FEET BELOW THE SUMMIT OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1507 ***********************************************************************
 DA1507  DESIGNATION -  KERWO WHITE CHAPEL CROSS
 DA1507  PID         -  DA1507
 DA1507  STATE/COUNTY-  AZ/PIMA
 DA1507  USGS QUAD   -  GU VO (1990)
 DA1507
 DA1507                         *CURRENT SURVEY CONTROL
 DA1507  ___________________________________________________________________
 DA1507* NAD 83(1992)-  32 03 49.00543(N)    112 33 36.57321(W)     ADJUSTED  
 DA1507* NAVD 88     -              **(meters)            **(feet)            
 DA1507  ___________________________________________________________________
 DA1507  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DA1507  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA1507  HORZ ORDER  -  THIRD
 DA1507
 DA1507.The horizontal coordinates were established by classical geodetic methods
 DA1507.and adjusted by the National Geodetic Survey in August 1993.
 DA1507
 DA1507
 DA1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1507
 DA1507.The geoid height was determined by GEOID03.
 DA1507
 DA1507;                    North         East     Units Scale Factor Converg.
 DA1507;SPC AZ C     -   118,101.282   152,601.900   MT  0.99994551   -0 20 29.8
 DA1507;SPC AZ C     -   387,471.40    500,662.40   iFT  0.99994551   -0 20 29.8
 DA1507;UTM  12      - 3,548,551.296   352,728.453   MT  0.99986748   -0 49 42.2
 DA1507
 DA1507                          SUPERSEDED SURVEY CONTROL
 DA1507
 DA1507  NAD 83(1986)-  32 03 48.99511(N)    112 33 36.57410(W) AD(       ) 4
 DA1507  NAD 27      -  32 03 48.74427(N)    112 33 34.05832(W) AD(       ) 3
 DA1507
 DA1507.Superseded values are not recommended for survey control.
 DA1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1507.See file dsdata.txt to determine how the superseded data were derived.
 DA1507
 DA1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5272848551(NAD 83)
 DA1507_MARKER: 91 = CHURCH CROSS
 DA1507
 DA1507  HISTORY     - Date     Condition        Report By
 DA1507  HISTORY     - 1936     FIRST OBSERVED   CGS
 DA1507  HISTORY     - 1962     SEE DESCRIPTION  USGS
 DA1507
 DA1507                          STATION DESCRIPTION
 DA1507
 DA1507'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1507'WHITE CROSS INTERSECTED IN 1936 HAS BEEN DESTROYED.  ACCORDING TO
 DA1507'THE INDIAN RESIDENTS OF THE VILLAGE.  A NEW CROSS HAS BEEN
 DA1507'CONSTRUCTED ABOUT 600 FT. NORTH OF THE ORIGINAL CROSS POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0350 ***********************************************************************
 CY0350  DESIGNATION -  KETTLE
 CY0350  PID         -  CY0350
 CY0350  STATE/COUNTY-  AZ/COCHISE
 CY0350  USGS QUAD   -  VANAR (1987)
 CY0350
 CY0350                         *CURRENT SURVEY CONTROL
 CY0350  ___________________________________________________________________
 CY0350* NAD 83(1992)-  32 14 38.19892(N)    109 07 05.50044(W)     ADJUSTED  
 CY0350* NAVD 88     -      1183.816  (meters)    3883.90   (feet)  ADJUSTED  
 CY0350  ___________________________________________________________________
 CY0350  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 CY0350  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CY0350  DYNAMIC HT  -        1182.060 (meters)    3878.14  (feet)  COMP
 CY0350  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 CY0350
 CY0350  HORZ ORDER  -  SECOND
 CY0350  VERT ORDER  -  FIRST     CLASS II
 CY0350
 CY0350.The horizontal coordinates were established by classical geodetic methods
 CY0350.and adjusted by the National Geodetic Survey in August 1993.
 CY0350
 CY0350.The orthometric height was determined by differential leveling
 CY0350.and adjusted in June 1991.
 CY0350
 CY0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0350
 CY0350.The geoid height was determined by GEOID03.
 CY0350
 CY0350.The dynamic height is computed by dividing the NAVD 88
 CY0350.geopotential number by the normal gravity value computed on the
 CY0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0350.degrees latitude (g = 980.6199 gals.).
 CY0350
 CY0350.The modeled gravity was interpolated from observed gravity values.
 CY0350
 CY0350;                    North         East     Units Scale Factor Converg.
 CY0350;SPC AZ E     -   138,397.372   312,162.728   MT  1.00002035   +0 33 34.0
 CY0350;SPC AZ E     -   454,059.62  1,024,155.93   iFT  1.00002035   +0 33 34.0
 CY0350;SPC NM W     -   138,641.735   708,917.661   MT  1.00009741   -0 41 08.1
 CY0350;SPC NM W     -   454,860.43  2,325,840.69   sFT  1.00009741   -0 41 08.1
 CY0350;UTM  12      - 3,569,029.230   677,288.198   MT  0.99998762   +1 00 15.3
 CY0350
 CY0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0350!SPC AZ E     -   0.99981831  x   1.00002035  =   0.99983866
 CY0350!SPC NM W     -   0.99981831  x   1.00009741  =   0.99991571
 CY0350!UTM  12      -   0.99981831  x   0.99998762  =   0.99980594
 CY0350
 CY0350|---------------------------------------------------------------------|
 CY0350| PID    Reference Object                     Distance      Geod. Az  |
 CY0350|                                                           dddmmss.s |
 CY0350| CY0669 KETTLE RM 3                           7.669 METERS 01730     |
 CY0350| CY0351 KETTLE RM 1                          18.045 METERS 02408     |
 CY0350| CY0352 KETTLE RM 2                           9.060 METERS 10229     |
 CY0350| CY0315 J 330                                              1043507.6 |
 CY0350|---------------------------------------------------------------------|
 CY0350
 CY0350                          SUPERSEDED SURVEY CONTROL
 CY0350
 CY0350  NAD 83(1986)-  32 14 38.19466(N)    109 07 05.49864(W) AD(       ) 2
 CY0350  NAD 27      -  32 14 37.91840(N)    109 07 03.27590(W) AD(       ) 2
 CY0350  NGVD 29 (??/??/92) 1183.222  (m)         3881.95   (f) ADJ UNCH    1 2
 CY0350
 CY0350.Superseded values are not recommended for survey control.
 CY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0350.See file dsdata.txt to determine how the superseded data were derived.
 CY0350
 CY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA7728869029(NAD 83)
 CY0350_MARKER: DR = REFERENCE MARK DISK
 CY0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0350_STAMPING: KETTLE 1960
 CY0350_PROJECTION: PROJECTING 7 CENTIMETERS
 CY0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0350+STABILITY: SURFACE MOTION
 CY0350
 CY0350  HISTORY     - Date     Condition        Report By
 CY0350  HISTORY     - 1960     MONUMENTED       CGS
 CY0350  HISTORY     - 1960     GOOD             CGS
 CY0350  HISTORY     - 1976     GOOD             NGS
 CY0350  HISTORY     - 1979     GOOD             NGS
 CY0350
 CY0350                          STATION DESCRIPTION
 CY0350
 CY0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0350'THE STATION IS LOCATED 7 MILES EAST OF SAN SIMON ON THE NORTH
 CY0350'SIDE OF ARIZONA STATE HIGHWAY 86.
 CY0350'
 CY0350'TO REACH THE STATION FROM THE POST OFFICE IN SAN SIMON, GO
 CY0350'SOUTH 0.1 MILE TO STATE HIGHWAY 86, TURN LEFT AND GO EAST FOR
 CY0350'3.0 MILES TO THE TRAFFIC INSPECTION STATION, CONTINUE EAST
 CY0350'ON HIGHWAY 86 FOR 4.0 MILES TO THE STATION ON THE LEFT.  BENCH
 CY0350'MARK J 330, USED AS AN AZIMUTH MARK, IS ON THE NORTH SIDE OF
 CY0350'HIGHWAY 86, 0.25 MILE EAST OF THE STATION.
 CY0350'
 CY0350'THE STATION MARK IS A STANDARD DISK STAMPED KETTLE 1960, SET IN A
 CY0350'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 101
 CY0350'FEET NORTH OF THE CENTER OF THE HIGHWAY, 98 FEET SOUTH OF THE
 CY0350'SOUTH RAIL OF THE RAILROAD AND 4.5 FEET SOUTH OF A WITNESS POST.
 CY0350'
 CY0350'R.M. 1 IS A STANDARD DISK STAMPED KETTLE NO 1 1960, SET IN
 CY0350'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 CY0350'160 FEET NORTH OF THE CENTER OF THE HIGHWAY, 54.7 FEET NORTH OF
 CY0350'THE WITNESS POST AND 39 FEET SOUTH OF THE RAILROAD TRACK.
 CY0350'
 CY0350'R.M. 2 IS A STANDARD DISK STAMPED KETTLE NO 2 1960, SET IN
 CY0350'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 102
 CY0350'FEET NORTH OF THE CENTER OF THE HIGHWAY, 97 FEET SOUTH OF
 CY0350'THE RAILROAD TRACK AND 29.8 FEET EAST OF THE WITNESS POST.
 CY0350'
 CY0350'BENCH MARK J 330 IS A STANDARD DISK SET IN THE TOP OF A
 CY0350'CONCRETE CYLINDER THAT PROJECTS 6 INCHES.  IT IS STAMPED J 330
 CY0350'1952 AND IS 110 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CY0350'85 FEET SOUTH OF THE RAILROAD TRACK AND 3 FEET FROM A WITNESS
 CY0350'POST.  IT IS 250 FEET SOUTHEAST OF RAILROAD MILEPOST 1121.
 CY0350
 CY0350                          STATION RECOVERY (1960)
 CY0350
 CY0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0350'7.0 MI E FROM SAN SIMON.
 CY0350'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON PAVED
 CY0350'STREET, THENCE 7.0 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 98.0
 CY0350'FEET SOUTH OF THE RAILROAD, 101 FEET NORTH OF CENTER OF HIGHWAY, 4.5
 CY0350'FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 CY0350'CONCRETE POST PROJECTING 3 INCHES.
 CY0350
 CY0350                          STATION RECOVERY (1976)
 CY0350
 CY0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CY0350'STATION MARK, REFERENCE MARK NUMBER 2 AND BENCH MARK J330 (AZIMUTH
 CY0350'MARK) WERE ALL FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER 1
 CY0350'DISK WAS NOT FOUND.  A REFERENCE MARK NUMBER 3 WAS ESTABLISHED AT
 CY0350'THIS TIME.  THE DISTANCE TO REFERENCE MARK NUMBER 2 CHECKED BUT
 CY0350'THE ANGLE WAS FOUND TO BE IN ERROR BY 9 MINUTES.  MARK DOES NOT
 CY0350'APPEAR TO HAVE BEEN HIT AND IS SOLID IN THE GROUND.
 CY0350'
 CY0350'STATION IS LOCATED 4.3 MILES WEST OF THE NEW MEXICO-ARIZONA STATE
 CY0350'LINE, 7 MILES EAST OF SAN SIMON, 4 MILES EAST OF AN ARIZONA
 CY0350'INSPECTION STATION, ON NORTH SIDE OF INTERSTATE HIGHWAY 10 AND IN
 CY0350'FENCELINE.
 CY0350'
 CY0350'STATION IS A STATION MARK DISK, STAMPED KETTLE 1960, SET IN THE TOP
 CY0350'OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  MARK IS 103 FEET
 CY0350'NORTH OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 10, 98 FEET
 CY0350'SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, 69 FEET SOUTH OF A
 CY0350'RAILROAD RIGHT-OF-WAY ROAD, 4.5 FEET SOUTH OF A METAL WITNESS
 CY0350'POST AND 2.6 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 CY0350'
 CY0350'REFERENCE MARK 2 IS A REFERENCE MARK DISK, STAMPED KETTLE NO 2 1960,
 CY0350'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3
 CY0350'INCHES.  MARK IS 2 FEET NORTH OF AN EAST-WEST FENCELINE.
 CY0350'
 CY0350'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED KETTLE 1960
 CY0350'NO 3 1976, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS
 CY0350'ATTACHED TO AN OCTAGON SHAPED STEEL PLATE BURRIED IN THE GROUND.
 CY0350'DISK PROJECTS ABOUT 3 INCHES.  MARK IS 25 FEET NORTH OF THE
 CY0350'EAST-WEST FENCELINE AND 30 FEET EAST OF A METAL WITNESS POST.
 CY0350'
 CY0350'BENCH MARK J330 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK, STAMPED
 CY0350'J 330 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 CY0350'ABOUT 5 INCHES.  MARK IS 74 FEET SOUTH OF THE SOUTH RAIL OF A
 CY0350'RAILROAD TRACK, 60 FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY ROAD,
 CY0350'15 FEET NORTH OF A FENCELINE AND 3.5 FEET EAST OF A METAL WITNESS
 CY0350'POST.
 CY0350'
 CY0350'THE BENCH MARK IS REACHED FROM THE STATION BY GOING EAST, ALONG THE
 CY0350'RAILROAD RIGHT-OF-WAY ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 CY0350'
 CY0350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF
 CY0350'SAN SIMON.
 CY0350
 CY0350                          STATION RECOVERY (1979)
 CY0350
 CY0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0350'10.3 KILOMETERS (6.45 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0350'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0350'29.7 METERS (97.45 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CY0350'SOUTH HEADWALL CULVERT 1120.76, 29.8 METERS  (97.8 FEET) SOUTH
 CY0350'OF THE SOUTH RAIL, 31.23 METERS (102.5 FEET) NORTH OF THE
 CY0350'CENTERLINE OF THE WEST BOUND LANES OF I-10,
 CY0350'0.15 METER (0.5 FEET) NORTH OF THE RIGHT OF WAY FENCE.
 CY0350'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 CY0350'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0352 ***********************************************************************
 CY0352  DESIGNATION -  KETTLE RM 2
 CY0352  PID         -  CY0352
 CY0352  STATE/COUNTY-  AZ/COCHISE
 CY0352  USGS QUAD   -  VANAR (1987)
 CY0352
 CY0352                         *CURRENT SURVEY CONTROL
 CY0352  ___________________________________________________________________
 CY0352* NAD 83(1986)-  32 14 37.     (N)    109 07 05.     (W)     SCALED    
 CY0352* NAVD 88     -      1183.705  (meters)    3883.54   (feet)  ADJUSTED  
 CY0352  ___________________________________________________________________
 CY0352  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CY0352  DYNAMIC HT  -        1181.949 (meters)    3877.78  (feet)  COMP
 CY0352  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 CY0352
 CY0352  VERT ORDER  -  FIRST     CLASS II
 CY0352
 CY0352.The horizontal coordinates were scaled from a topographic map and have
 CY0352.an estimated accuracy of +/- 6 seconds.
 CY0352
 CY0352.The orthometric height was determined by differential leveling
 CY0352.and adjusted in June 1991.
 CY0352
 CY0352.The geoid height was determined by GEOID03.
 CY0352
 CY0352.The dynamic height is computed by dividing the NAVD 88
 CY0352.geopotential number by the normal gravity value computed on the
 CY0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0352.degrees latitude (g = 980.6199 gals.).
 CY0352
 CY0352.The modeled gravity was interpolated from observed gravity values.
 CY0352
 CY0352;                    North         East    Units  Estimated Accuracy
 CY0352;SPC AZ E     -   138,360.      312,180.      MT  (+/- 180 meters Scaled)
 CY0352
 CY0352                          SUPERSEDED SURVEY CONTROL
 CY0352
 CY0352  NGVD 29 (??/??/92) 1183.112  (m)         3881.59   (f) ADJ UNCH    1 2
 CY0352
 CY0352.Superseded values are not recommended for survey control.
 CY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0352.See file dsdata.txt to determine how the superseded data were derived.
 CY0352
 CY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA773689(NAD 83)
 CY0352_MARKER: DR = REFERENCE MARK DISK
 CY0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0352_STAMPING: KETTLE NO 2 1960
 CY0352_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0352+STABILITY: SURFACE MOTION
 CY0352
 CY0352  HISTORY     - Date     Condition        Report By
 CY0352  HISTORY     - 1960     MONUMENTED       CGS
 CY0352  HISTORY     - 1979     GOOD             NGS
 CY0352
 CY0352                          STATION DESCRIPTION
 CY0352
 CY0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0352'7.0 MI E FROM SAN SIMON.
 CY0352'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON A PAVED
 CY0352'STREET, THENCE 7.0 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 102
 CY0352'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 97 FEET SOUTH OF
 CY0352'RAILROAD, 29.8 FEET EAST OF WITNESS POST, SET IN THE TOP OF A 12-INCH
 CY0352'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CY0352
 CY0352                          STATION RECOVERY (1979)
 CY0352
 CY0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0352'10.3 KILOMETERS (6.45 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0352'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.1 KILOMETER
 CY0352'(0.05 MILE) EAST OF MILE POST 1121, 34.9 METERS (114.5 FEET)
 CY0352'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH HEADWALL OF
 CY0352'RAILROAD CULVERT 1120.76, 72.2 METERS (236.7 FEET) WEST
 CY0352'NORTHWEST OF INTERSTATE 10 WEST BOUND MILE POST 387, 29.9
 CY0352'METERS (98.3 FEET) SOUTH OF THE SOUTH RAIL, 9.0 METERS
 CY0352'(29.6 FEET) EAST OF THE STATION, 25.7 METERS (84.3 FEET)
 CY0352'SOUTHWEST OF THE FIRST TELEPHONE EAST OF CULVERT 1120.76,
 CY0352'0.6 METER (1.8 FEET) NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0352'THE MARK IS 9.2 METERS  E FROM A WITNESS POST.
 CY0352'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0669 ***********************************************************************
 CY0669  DESIGNATION -  KETTLE RM 3
 CY0669  PID         -  CY0669
 CY0669  STATE/COUNTY-  AZ/COCHISE
 CY0669  USGS QUAD   -  VANAR (1987)
 CY0669
 CY0669                         *CURRENT SURVEY CONTROL
 CY0669  ___________________________________________________________________
 CY0669* NAD 83(1986)-  32 14 37.     (N)    109 07 05.     (W)     SCALED    
 CY0669* NAVD 88     -      1183.808  (meters)    3883.88   (feet)  ADJUSTED  
 CY0669  ___________________________________________________________________
 CY0669  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CY0669  DYNAMIC HT  -        1182.052 (meters)    3878.12  (feet)  COMP
 CY0669  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 CY0669
 CY0669  VERT ORDER  -  FIRST     CLASS II
 CY0669
 CY0669.The horizontal coordinates were scaled from a topographic map and have
 CY0669.an estimated accuracy of +/- 6 seconds.
 CY0669
 CY0669.The orthometric height was determined by differential leveling
 CY0669.and adjusted in June 1991.
 CY0669
 CY0669.The geoid height was determined by GEOID03.
 CY0669
 CY0669.The dynamic height is computed by dividing the NAVD 88
 CY0669.geopotential number by the normal gravity value computed on the
 CY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0669.degrees latitude (g = 980.6199 gals.).
 CY0669
 CY0669.The modeled gravity was interpolated from observed gravity values.
 CY0669
 CY0669;                    North         East    Units  Estimated Accuracy
 CY0669;SPC AZ E     -   138,360.      312,180.      MT  (+/- 180 meters Scaled)
 CY0669
 CY0669                          SUPERSEDED SURVEY CONTROL
 CY0669
 CY0669.No superseded survey control is available for this station.
 CY0669
 CY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA773689(NAD 83)
 CY0669_MARKER: DR = REFERENCE MARK DISK
 CY0669_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CY0669+WITH SETTING: INTO GROUND
 CY0669_SP_SET: METAL ROD WITH BASE PLATE
 CY0669_STAMPING: KETTLE 1960 NO 3 1976
 CY0669_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0669+STABILITY: SURFACE MOTION
 CY0669
 CY0669  HISTORY     - Date     Condition        Report By
 CY0669  HISTORY     - 1976     MONUMENTED       NGS
 CY0669  HISTORY     - 1979     GOOD             NGS
 CY0669
 CY0669                          STATION DESCRIPTION
 CY0669
 CY0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0669'10.3 KM EAST FROM SAN SIMON.
 CY0669'10.3 KILOMETERS (6.45 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0669'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0669'23.75 METERS (77.9 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 CY0669'OF THE SOUTH HEADWALL OF RAILROAD CULVERT 1120.76, 22.1 METERS
 CY0669'(72.5 FEET) SOUTH OF THE SOUTH RAIL, 7.7 METERS (25.3 FEET)
 CY0669'NORTH OF THE STATION, 7.8 METERS (25.6 FEET) NORTH OF THE RIGHT-
 CY0669'OF-WAY FENCE, 11.4 METERS (37.3 FEET) NORTHWEST OF RM 2,
 CY0669'ENCASED IN A BLACK PVC PIPE PROJECTING 10 CENTIMETERS.
 CY0669'THE MARK IS 6.2 METERS  N FROM A WITNESS POST.
 CY0669'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1843 ***********************************************************************
 DU1843  DESIGNATION -  KEUHENE
 DU1843  PID         -  DU1843
 DU1843  STATE/COUNTY-  AZ/GILA
 DU1843  USGS QUAD   -  MULE HOOF BEND (1988)
 DU1843
 DU1843                         *CURRENT SURVEY CONTROL
 DU1843  ___________________________________________________________________
 DU1843* NAD 83(1992)-  33 47 35.87416(N)    110 36 49.93443(W)     ADJUSTED  
 DU1843* NAVD 88     -      1497.7    (meters)    4914.     (feet)  VERTCON   
 DU1843  ___________________________________________________________________
 DU1843  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 DU1843  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DU1843  HORZ ORDER  -  THIRD
 DU1843
 DU1843.The horizontal coordinates were established by classical geodetic methods
 DU1843.and adjusted by the National Geodetic Survey in August 1993.
 DU1843
 DU1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1843
 DU1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1843
 DU1843.The geoid height was determined by GEOID03.
 DU1843
 DU1843;                    North         East     Units Scale Factor Converg.
 DU1843;SPC AZ E     -   309,818.579   171,949.332   MT  0.99992113   -0 14 55.5
 DU1843;SPC AZ E     - 1,016,465.15    564,138.23   iFT  0.99992113   -0 14 55.5
 DU1843;UTM  12      - 3,739,304.689   535,744.447   MT  0.99961575   +0 12 53.2
 DU1843
 DU1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1843!SPC AZ E     -   0.99976900  x   0.99992113  =   0.99969015
 DU1843!UTM  12      -   0.99976900  x   0.99961575  =   0.99938484
 DU1843
 DU1843|---------------------------------------------------------------------|
 DU1843| PID    Reference Object                     Distance      Geod. Az  |
 DU1843|                                                           dddmmss.s |
 DU1843| DU1869 KEUHENE RM 2                          6.416 METERS 08047     |
 DU1843| DU1868 KEUHENE RM 1                          9.031 METERS 20153     |
 DU1843| DU1839 DIVIDE                              APPROX.11.6 KM 2542835.7 |
 DU1843|---------------------------------------------------------------------|
 DU1843
 DU1843                          SUPERSEDED SURVEY CONTROL
 DU1843
 DU1843  NAD 83(1986)-  33 47 35.86791(N)    110 36 49.93675(W) AD(       ) 3
 DU1843  NGVD 29 (09/20/88) 1497.0    (m)         4911.     (f) VERT ANG    3  
 DU1843
 DU1843.Superseded values are not recommended for survey control.
 DU1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1843.See file dsdata.txt to determine how the superseded data were derived.
 DU1843
 DU1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3574439305(NAD 83)
 DU1843_MARKER: DS = TRIANGULATION STATION DISK
 DU1843_SETTING: 80 = SET IN A BOULDER
 DU1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1843+STABILITY: SURFACE MOTION
 DU1843
 DU1843  HISTORY     - Date     Condition        Report By
 DU1843  HISTORY     - 1947     MONUMENTED       USGS
 DU1843
 DU1843                          STATION DESCRIPTION
 DU1843
 DU1843'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DU1843'LOCATED ABOUT 27 MI N. OF GLOBE, 6 MI W. OF SENECA (APACHE REST).
 DU1843'AT JCT. OF EAST RIM OF ASH CANYON AND SALT RIVER CANYON.
 DU1843'
 DU1843'TO REACH FROM SENECA, DRIVE ON U.S. HWY. 60 0.5 MI N.  TURN LEFT
 DU1843'ON REGAL-PHILIPS MINE RD. 3.7 MI W. TO THE PHILIPS MINE, CONTINUE
 DU1843'STRAIGHT AHEAD 2.2 MI TO RD. JCT. AND SIGN ASH SPRING, CONTINUE
 DU1843'0.2 MI STRAIGHT AHEAD.  TURN LEFT ON DIM TRACK RD. 1.5 MI TO
 DU1843'KEUHENE MINE CABINS, CONTINUE 1.1 MI TO END OF TRUCK TRAVEL.  WALK
 DU1843'ABOUT 0.25 MI N. TO TOP OF SMALL HILL AND STATION.
 DU1843'
 DU1843'STATION MARK--STANDARD TABLET STAMPED---KEUHENE 1947---, CEMENTED
 DU1843'IN ROCK.
 DU1843'
 DU1843'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1843'
 DU1843'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0914 ***********************************************************************
 ES0914  DESIGNATION -  KEY
 ES0914  PID         -  ES0914
 ES0914  STATE/COUNTY-  AZ/NAVAJO
 ES0914  USGS QUAD   -  HEBER (1990)
 ES0914
 ES0914                         *CURRENT SURVEY CONTROL
 ES0914  ___________________________________________________________________
 ES0914* NAD 83(1992)-  34 26 26.35698(N)    110 31 57.68815(W)     ADJUSTED  
 ES0914* NAVD 88     -      1985.5    (meters)    6514.     (feet)  VERTCON   
 ES0914  ___________________________________________________________________
 ES0914  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ES0914  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0914  HORZ ORDER  -  SECOND
 ES0914
 ES0914.The horizontal coordinates were established by classical geodetic methods
 ES0914.and adjusted by the National Geodetic Survey in August 1993.
 ES0914
 ES0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0914
 ES0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0914
 ES0914.The geoid height was determined by GEOID03.
 ES0914
 ES0914;                    North         East     Units Scale Factor Converg.
 ES0914;SPC AZ E     -   381,589.955   179,723.796   MT  0.99991394   -0 12 25.2
 ES0914;SPC AZ E     - 1,251,935.55    589,645.00   iFT  0.99991394   -0 12 25.2
 ES0914;UTM  12      - 3,811,115.670   542,931.019   MT  0.99962272   +0 15 51.4
 ES0914
 ES0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0914!SPC AZ E     -   0.99969216  x   0.99991394  =   0.99960613
 ES0914!UTM  12      -   0.99969216  x   0.99962272  =   0.99931500
 ES0914
 ES0914:                Primary Azimuth Mark                     Grid Az
 ES0914:SPC AZ E     -  MO                                       022 46 21.9
 ES0914:UTM  12      -  MO                                       022 18 05.3
 ES0914
 ES0914|---------------------------------------------------------------------|
 ES0914| PID    Reference Object                     Distance      Geod. Az  |
 ES0914|                                                           dddmmss.s |
 ES0914| ES0923 MO                                  APPROX. 0.7 KM 0223356.7 |
 ES0914|---------------------------------------------------------------------|
 ES0914
 ES0914                          SUPERSEDED SURVEY CONTROL
 ES0914
 ES0914  NAD 83(1986)-  34 26 26.35020(N)    110 31 57.69224(W) AD(       ) 2
 ES0914  NGVD 29 (08/03/87) 1984.6    (m)         6511.     (f) VERT ANG    3  
 ES0914
 ES0914.Superseded values are not recommended for survey control.
 ES0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0914.See file dsdata.txt to determine how the superseded data were derived.
 ES0914
 ES0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4293111116(NAD 83)
 ES0914_MARKER: DS = TRIANGULATION STATION DISK
 ES0914_SETTING: 66 = SET IN ROCK OUTCROP
 ES0914_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0914+STABILITY: POSITION/ELEVATION WELL
 ES0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0914+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2005
 ES0914
 ES0914  HISTORY     - Date     Condition        Report By
 ES0914  HISTORY     - 1984     MONUMENTED       AZDT
 ES0914  HISTORY     - 19971011 GOOD             USPSQD
 ES0914  HISTORY     - 20050904 GOOD             EVANS
 ES0914
 ES0914                          STATION DESCRIPTION
 ES0914
 ES0914'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0914'THE STATION IS LOCATED 3-3/4 MILES NORTHEAST OF HEBER ALONG THE EAST
 ES0914'SIDE OF STATE ROUTE 277.
 ES0914'
 ES0914'THE STATION MARK IS AN AZDT DISK STAMPED---KEY 1984---.  IT IS SET IN
 ES0914'A DRILL HOLE IN A SANDSTONE BOULDER 44 FEET SOUTHEAST OF THE CENTER
 ES0914'LINE OF THE HIGHWAY, 49 FEET NORTHWEST OF THE RIGHT OF WAY FENCELINE
 ES0914'AND 4 FEET NORTHWEST OF THE WITNESS POST.
 ES0914'
 ES0914'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0914'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0914'JUNCTION OF STATE ROUTE 277.  TURN LEFT ALONG STATE ROUTE 277 FOR 2.95
 ES0914'MILES TO MILE POST 308.75 AND THE STATION ON THE RIGHT.
 ES0914
 ES0914                          STATION RECOVERY (1997)
 ES0914
 ES0914'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0914'RECOVERED IN GOOD CONDITION.
 ES0914
 ES0914                          STATION RECOVERY (2005)
 ES0914
 ES0914'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0881 ***********************************************************************
 CY0881  DESIGNATION -  KEY
 CY0881  PID         -  CY0881
 CY0881  STATE/COUNTY-  AZ/GRAHAM
 CY0881  USGS QUAD   -  MONK DRAW (1979)
 CY0881
 CY0881                         *CURRENT SURVEY CONTROL
 CY0881  ___________________________________________________________________
 CY0881* NAD 83(1992)-  32 27 27.01325(N)    109 39 58.95311(W)     ADJUSTED  
 CY0881* NAVD 88     -      1357.32   (+/-2cm)    4453.1    (feet)  VERTCON   
 CY0881  ___________________________________________________________________
 CY0881  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 CY0881  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CY0881  HORZ ORDER  -  SECOND
 CY0881  VERT ORDER  -  THIRD ? (See Below)
 CY0881
 CY0881.The horizontal coordinates were established by classical geodetic methods
 CY0881.and adjusted by the National Geodetic Survey in August 1993.
 CY0881
 CY0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0881.The vertical order pertains to the NGVD 29 superseded value.
 CY0881
 CY0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0881
 CY0881.The geoid height was determined by GEOID03.
 CY0881
 CY0881;                    North         East     Units Scale Factor Converg.
 CY0881;SPC AZ E     -   161,705.112   260,393.357   MT  0.99992727   +0 16 06.6
 CY0881;SPC AZ E     -   530,528.58    854,308.91   iFT  0.99992727   +0 16 06.6
 CY0881;UTM  12      - 3,591,931.321   625,343.260   MT  0.99979374   +0 42 56.9
 CY0881
 CY0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0881!SPC AZ E     -   0.99979112  x   0.99992727  =   0.99971841
 CY0881!UTM  12      -   0.99979112  x   0.99979374  =   0.99958491
 CY0881
 CY0881|---------------------------------------------------------------------|
 CY0881| PID    Reference Object                     Distance      Geod. Az  |
 CY0881|                                                           dddmmss.s |
 CY0881| CY0893 KEY RM 1                             12.262 METERS 15814     |
 CY0881| CY0885 TORRO                               APPROX. 4.2 KM 1911910.4 |
 CY0881| CY0892 KEY RM 2                             12.154 METERS 33741     |
 CY0881|---------------------------------------------------------------------|
 CY0881
 CY0881                          SUPERSEDED SURVEY CONTROL
 CY0881
 CY0881  NAD 83(1986)-  32 27 27.00913(N)    109 39 58.94880(W) AD(       ) 2
 CY0881  NGVD 29 (07/20/88) 1356.52   (m)         4450.5    (f) LEVELING    3  
 CY0881
 CY0881.Superseded values are not recommended for survey control.
 CY0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0881.See file dsdata.txt to determine how the superseded data were derived.
 CY0881
 CY0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2534391931(NAD 83)
 CY0881_MARKER: DS = TRIANGULATION STATION DISK
 CY0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0881+STABILITY: SURFACE MOTION
 CY0881
 CY0881  HISTORY     - Date     Condition        Report By
 CY0881  HISTORY     - 1983     MONUMENTED       AZDT
 CY0881  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0881
 CY0881                          STATION DESCRIPTION
 CY0881
 CY0881'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0881'THE STATION IS LOCATED 27 MILES SOUTH OF SAFFORD ALONG U.S. HIGHWAY
 CY0881'666.
 CY0881'
 CY0881'THE STATION MARK IS AN AZDT DISK STAMPED---KEY 1977---.  IT IS SET IN
 CY0881'TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET WEST OF THE CENTER LINE OF
 CY0881'THE HIGHWAY AND 3 FEET EAST OF THE WITNESS POST.
 CY0881'
 CY0881'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---KEY RM 1 1983---.  IT IS
 CY0881'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0881'
 CY0881'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---KEY RM 2 1983---.  IT IS
 CY0881'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0881'
 CY0881'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0881'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0881'TURN RIGHT AND GO SOUTH ALONG U.S. 666 FOR 16.75 MILES TO THE JUNCTION
 CY0881'WITH STATE ROUTE 266.  TRAVEL SOUTH ALONG U.S. 666 FOR 10.45 MILES TO
 CY0881'THE STATION ON THE RIGHT AT MILE POST 94.6.
 CY0881
 CY0881                          STATION RECOVERY (2008)
 CY0881
 CY0881'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0881'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CY0881'MARK. THIS SECTION OF THE HIGHWAY IS UNDER CONSTRUCTION TO ADD
 CY0881'NORTHBOUND LANES TO THE EAST OF THE OLD ROADWAY. APPARENTLY THE
 CY0881'CONSTRUCTION REQUIRED THE RESHAPING OF THIS CUT. THE WITNESS POST IS
 CY0881'STILL THERE, BUT THE MONUMENTS HAVE ALL BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1765 ***********************************************************************
 CZ1765  DESIGNATION -  KILBERG
 CZ1765  PID         -  CZ1765
 CZ1765  STATE/COUNTY-  AZ/GRAHAM
 CZ1765  USGS QUAD   -  BASSETT PEAK (1972)
 CZ1765
 CZ1765                         *CURRENT SURVEY CONTROL
 CZ1765  ___________________________________________________________________
 CZ1765* NAD 83(1992)-  32 33 20.57232(N)    110 21 42.80024(W)     ADJUSTED  
 CZ1765* NAVD 88     -      2065.9    (meters)    6778.     (feet)  VERTCON   
 CZ1765  ___________________________________________________________________
 CZ1765  LAPLACE CORR-           9.29  (seconds)                    DEFLEC99
 CZ1765  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CZ1765  HORZ ORDER  -  FIRST
 CZ1765
 CZ1765.The horizontal coordinates were established by classical geodetic methods
 CZ1765.and adjusted by the National Geodetic Survey in August 1993.
 CZ1765
 CZ1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1765
 CZ1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1765
 CZ1765.The geoid height was determined by GEOID03.
 CZ1765
 CZ1765;                    North         East     Units Scale Factor Converg.
 CZ1765;SPC AZ E     -   172,501.790   195,026.780   MT  0.99990414   -0 06 18.2
 CZ1765;SPC AZ E     -   565,950.75    639,851.64   iFT  0.99990414   -0 06 18.2
 CZ1765;SPC AZ C     -   173,551.234   359,375.819   MT  1.00016283   +0 50 12.5
 CZ1765;SPC AZ C     -   569,393.81  1,179,054.52   iFT  1.00016283   +0 50 12.5
 CZ1765;UTM  12      - 3,602,214.686   559,907.161   MT  0.99964425   +0 20 36.2
 CZ1765
 CZ1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1765!SPC AZ E     -   0.99968004  x   0.99990414  =   0.99958422
 CZ1765!SPC AZ C     -   0.99968004  x   1.00016283  =   0.99984282
 CZ1765!UTM  12      -   0.99968004  x   0.99964425  =   0.99932441
 CZ1765
 CZ1765|---------------------------------------------------------------------|
 CZ1765| PID    Reference Object                     Distance      Geod. Az  |
 CZ1765|                                                           dddmmss.s |
 CZ1765| CC6800 KILBERG RM 1                          5.913 METERS 20729     |
 CZ1765| CC6799 KILBERG AZ MK                                      2512545.7 |
 CZ1765| CC6801 KILBERG RM 2                          7.903 METERS 30500     |
 CZ1765|---------------------------------------------------------------------|
 CZ1765
 CZ1765                          SUPERSEDED SURVEY CONTROL
 CZ1765
 CZ1765  NAD 83(1986)-  32 33 20.57037(N)    110 21 42.79607(W) AD(       ) 1
 CZ1765  NAD 27      -  32 33 20.31400(N)    110 21 40.49500(W) AD(       ) 1
 CZ1765  NGVD 29 (07/19/86) 2065.1    (m)         6775.     (f) VERT ANG    3  
 CZ1765
 CZ1765.Superseded values are not recommended for survey control.
 CZ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1765.See file dsdata.txt to determine how the superseded data were derived.
 CZ1765
 CZ1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5990702215(NAD 83)
 CZ1765_MARKER: DS = TRIANGULATION STATION DISK
 CZ1765_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1765_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1765
 CZ1765  HISTORY     - Date     Condition        Report By
 CZ1765  HISTORY     - 1946     MONUMENTED       CGS
 CZ1765  HISTORY     - 1947     SEE DESCRIPTION  CGS
 CZ1765  HISTORY     - 1972     GOOD             AZHD
 CZ1765
 CZ1765                          STATION DESCRIPTION
 CZ1765
 CZ1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1765'STATION WAS BUILT AND OBSERVED ON FROM STATION PADDY.  IT WAS
 CZ1765'NOT OCCUPIED.  FOLLOWING DESCRIPTION COMPILED FROM BUILDERS
 CZ1765'NOTES.  ROUTE TO STATION AS DESCRIBED BY RECONNAISSANCE PARTY
 CZ1765'IS ADEQUATE.
 CZ1765'
 CZ1765'STATION IS LOCATED IN THE GALIURO MOUNTAINS, ABOUT 20 MILES
 CZ1765'SE OF MAMMOTH, AND ABOUT 9 MILES E OF THE SACATON RANCH WHICH
 CZ1765'IS LOCATED MIDWAY BETWEEN MAMMOTH AND REDINGTON, ON THE SAN
 CZ1765'PEDRO RIVER.  STATION IS ALSO ABOUT 1-1/2 MILES SE OF THE OLD
 CZ1765'SIXTEEN TO ONE MINE.
 CZ1765'
 CZ1765'ALL MARKS ARE SET IN BEDROCK.
 CZ1765'
 CZ1765'STATION MARK IS A BRONZE STATION DISK, STAMPED KILBERG 1946.
 CZ1765'IT IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 CZ1765'
 CZ1765'REFERENCE MARK 1, A BRONZE REFERENCE DISK, STAMPED KILBERG NO
 CZ1765'1 1946, IS 6 PACES SW.
 CZ1765'
 CZ1765'REFERENCE MARK 2, A BRONZE REFERENCE DISK, STAMPED KILBERG
 CZ1765'NO 2 1946, IS 8 PACES NW.
 CZ1765'
 CZ1765'THE AZIMUTH MARK, A BRONZE AZIMUTH DISK, STAMPED KILBERG 1946,
 CZ1765'IS ABOUT 3-1/2 MILES WSW, ON TOP OF A SMALL HILL ON RIDGE,
 CZ1765'ABOUT 100 FEET S OF ROAD, 2.35 MILES BEYOND LAST GATE MENTIONED
 CZ1765'IN APPROACH, AND 2.1 MILES AFTER CROSSING LAST WASH.
 CZ1765'
 CZ1765'NOT OCCUPIED.
 CZ1765
 CZ1765                          STATION RECOVERY (1947)
 CZ1765
 CZ1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1765'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF MAMMOTH
 CZ1765'AND ABOUT 8 MILES EAST OF THE SAN PEDRO RIVER ON THE HIGH
 CZ1765'PEAK OF THE GALIURO MOUNTAIN.  THE STATION MARK IS A BRONZE
 CZ1765'DISK, PROJECTS 4 INCHES, SET ON HIGHEST POINT OF PEAK 12 FEET
 CZ1765'NORTH OF A TRIANGULAR-BLAZED TREE.  IT IS STAMPED, KILBERG
 CZ1765'1946.
 CZ1765'
 CZ1765'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECT 16 INCHES, IS
 CZ1765'1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED, KILBERG
 CZ1765'NO 1 1946.
 CZ1765'
 CZ1765'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 6 INCHES, IS 1
 CZ1765'FOOT LOWER THAN THE STATION MARK AND IS STAMPED, KILBERG NO
 CZ1765'2 1946.
 CZ1765'
 CZ1765'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 10 INCHES, SET ON
 CZ1765'HIGHEST POINT OF A SMALL HILL 25 YARDS SOUTH OF A DIM ROAD
 CZ1765'AND 6 FEET SOUTHEAST OF A CAIRN.  IT IS STAMPED, KILBERG 1946.
 CZ1765'
 CZ1765'TO REACH THE STATION FROM ORACLE.  FOLLOW THE MT. LEMMON ROAD
 CZ1765'5.0 MILES TO A ROAD LEFT AT SIGN, SAN PEDRO RIVER.  TURN LEFT,
 CZ1765'FOLLOW MAIN ROAD 9.05 MILES TO THE SAN PEDRO RIVER.  TURN RIGHT
 CZ1765'FOLLOW RIVER BED 2.8 MILE TO A GATE ON LEFT.  PASS THROUGH
 CZ1765'GATE AND FOLLOW ROAD 2.5 MILE TO RIVER.  CROSS RIVER AND GO
 CZ1765'0.3 MILE TO A GATE.  PASS THROUGH GATE, GO 0.2 MILE TO A GATE.
 CZ1765'PASS THROUGH GATE, GO 2.2 MILES TO A GATE.  PASS THROUGH GATE,
 CZ1765'FOLLOW ROAD SOUTH THEN EASTERLY 3.7 MILES TO A GATE.  PASS
 CZ1765'THROUGH GATE, GO 2.3 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE
 CZ1765'0.6 MILE TO AN OLD CORRAL.  CONTINUE ON DIM TRACK ROAD
 CZ1765'SOUTHEASTERLY THEN EASTERLY 2.1 MILES TO END OF TRUCK
 CZ1765'TRAVEL.  FROM HERE WALK NORTHEASTERLY TO TOP OF RIDGE IN
 CZ1765'SMALL SADDLE--FOLLOW RIDGE TO RIGHT KEEPING TO RIGHT OF HIGH
 CZ1765'CLIFFS THEN FOLLOW TOP OF RIDGE SOUTHERLY TO HIGHEST POINT
 CZ1765'AND STATION.  A 3 HOUR PACK.
 CZ1765
 CZ1765                          STATION RECOVERY (1972)
 CZ1765
 CZ1765'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1765'GENERAL LOCATION SAME AS GIVEN.
 CZ1765'
 CZ1765'TO REACH FROM THE REDINGTON RIVER BRIDGE GO NORTH 9.2
 CZ1765'MILES TO THE SACATON RANCH.  AT THE RANCH GO THRU CORRAL
 CZ1765'(3 GATES) AND FOLLOW ROAD 0.1 MILE AND THRU GATE ON THE LEFT.
 CZ1765'FOLLOW ROAD ALONG FENCE 1.0 MILE TO RIVER.  CROSS RIVER AND
 CZ1765'FOLLOW ROAD 1.5 MILE TO POWER LINE CROSSING ROAD ON TOP OF RIDGE.
 CZ1765'CONTINUE ON ROAD FOR 1.8 MILE TO FORK ON ROAD.  TAKE RIGHT FORK
 CZ1765'FOR 1.9 MILE TO FORK IN ROAD.  TAKE RIGHT FORK FOR 0.7 MILE TO
 CZ1765'FORK IN ROAD.  TAKE LEFT FORK FOR 1.9 MILE TO FORK.  TAKE
 CZ1765'RIGHT FORK FOR 1.5 MILE TO DIM ROAD LEADING TO LEFT ON TOP OF
 CZ1765'RIDGE.  CONTINUE ON TOP OF RIDGE TO END OF TRUCK TRAVEL.  5
 CZ1765'HOUR PACK FROM HERE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1147 ***********************************************************************
 DA1147  DESIGNATION -  KIM
 DA1147  PID         -  DA1147
 DA1147  STATE/COUNTY-  AZ/YUMA
 DA1147  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1147
 DA1147                         *CURRENT SURVEY CONTROL
 DA1147  ___________________________________________________________________
 DA1147* NAD 83(1992)-  32 44 15.08843(N)    113 41 48.57179(W)     ADJUSTED  
 DA1147* NAVD 88     -       118.73   (+/-2cm)     389.5    (feet)  VERTCON   
 DA1147  ___________________________________________________________________
 DA1147  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DA1147  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1147  HORZ ORDER  -  SECOND
 DA1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1147
 DA1147.The horizontal coordinates were established by classical geodetic methods
 DA1147.and adjusted by the National Geodetic Survey in August 1993.
 DA1147
 DA1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1147.The vertical order pertains to the NGVD 29 superseded value.
 DA1147
 DA1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1147
 DA1147.The geoid height was determined by GEOID03.
 DA1147
 DA1147;                    North         East     Units Scale Factor Converg.
 DA1147;SPC AZ W     -   192,653.042   218,343.658   MT  0.99993364   +0 01 43.5
 DA1147;SPC AZ W     -   632,063.79    716,350.58   iFT  0.99993364   +0 01 43.5
 DA1147;UTM  12      - 3,625,407.203   247,291.481   MT  1.00038753   -1 27 33.1
 DA1147
 DA1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1147!SPC AZ W     -   0.99998646  x   0.99993364  =   0.99992010
 DA1147!UTM  12      -   0.99998646  x   1.00038753  =   1.00037399
 DA1147
 DA1147|---------------------------------------------------------------------|
 DA1147| PID    Reference Object                     Distance      Geod. Az  |
 DA1147|                                                           dddmmss.s |
 DA1147| DA1149 KIM RM 1                             21.143 METERS 06514     |
 DA1147| DA1085 B 323                                              2381707.2 |
 DA1147| DA1146 KIM RM 2                             21.419 METERS 24737     |
 DA1147| DA1427 KIM RM 3                             95.556 METERS 35555     |
 DA1147|---------------------------------------------------------------------|
 DA1147
 DA1147                          SUPERSEDED SURVEY CONTROL
 DA1147
 DA1147  NAD 83(1986)-  32 44 15.08349(N)    113 41 48.57846(W) AD(       ) 2
 DA1147  NAD 27      -  32 44 14.91100(N)    113 41 45.86190(W) AD(       ) 2
 DA1147  NGVD 29 (??/??/92)  118.101  (m)          387.47   (f) ADJ UNCH    2 0
 DA1147
 DA1147.Superseded values are not recommended for survey control.
 DA1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1147.See file dsdata.txt to determine how the superseded data were derived.
 DA1147
 DA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4729125407(NAD 83)
 DA1147_MARKER: DE = TRAVERSE STATION DISK
 DA1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1147_STAMPING: KIM 1960
 DA1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1147+STABILITY: SURFACE MOTION
 DA1147
 DA1147  HISTORY     - Date     Condition        Report By
 DA1147  HISTORY     - 1960     MONUMENTED       CGS
 DA1147  HISTORY     - 1960     GOOD             CGS
 DA1147
 DA1147                          STATION DESCRIPTION
 DA1147
 DA1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1147'THE STATION IS 3.2 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM
 DA1147'THE SUMMIT OF MOHAWK PASS AND THE MOHAWK LODGE, EXACTLY OPPOSITE
 DA1147'HIGHWAY MILEPOST 60, 150 FEET NORTH OF THE CENTER LINE OF THE
 DA1147'HIGHWAY AND 5 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 DA1147'ATTACHED.
 DA1147'
 DA1147'THE STATION AND UNDERGROUND MARK, STAMPED KIM 1960, ARE STANDARD
 DA1147'TRAVERSE DISKS WITH THE SURFACE MARK SET IN A SQUARE CONCRETE
 DA1147'POST PROJECTING 6 INCHES.
 DA1147'
 DA1147'REFERENCE MARK 1, STAMPED KIM NO 1 1960, IS A STANDARD DISK
 DA1147'SET IN CONCRETE IN A 4-INCH SOIL PIPE PROJECTING 10 INCHES.
 DA1147'
 DA1147'REFERENCE MARK 2, STAMPED KIM NO 2 1960, IS A STANDARD DISK SET
 DA1147'IN CONCRETE IN A 4-INCH SOIL PIPE PROJECTING 10 INCHES.
 DA1147'
 DA1147'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A CYLINDRICAL
 DA1147'CONCRETE POST AND STAMPED B 323 1952.  IT IS 0.3 MILE WEST OF
 DA1147'THE STATION, 107 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 DA1147'80, 48.3 FEET NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC
 DA1147'RAILROAD, 2 FEET WEST OF A WOODEN WITNESS POST AND 2 FEET EAST
 DA1147'OF RAILROAD MILEPOST 796.
 DA1147'
 DA1147'A 2-WHEEL DRIVE STATION.
 DA1147
 DA1147                          STATION RECOVERY (1960)
 DA1147
 DA1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA1147'3.2 MI E FROM MOHAWK.
 DA1147'3.2 MILES EAST ON U.S. HIGHWAY 80 FROM MOHAWK LODGE TO HIGHWAY MILE
 DA1147'POLE 60, 150 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 70.27 FEET
 DA1147'EAST OF R.M. 2, 69.37 FEET WEST OF R.M. 1, 5 FEET NORTH OF A METAL
 DA1147'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 6
 DA1147'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1149 ***********************************************************************
 DA1149  DESIGNATION -  KIM RM 1
 DA1149  PID         -  DA1149
 DA1149  STATE/COUNTY-  AZ/YUMA
 DA1149  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1149
 DA1149                         *CURRENT SURVEY CONTROL
 DA1149  ___________________________________________________________________
 DA1149* NAD 83(1986)-  32 44 14.     (N)    113 41 48.     (W)     SCALED    
 DA1149* NAVD 88     -       118.74   (+/-2cm)     389.6    (feet)  VERTCON   
 DA1149  ___________________________________________________________________
 DA1149  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1149
 DA1149.The horizontal coordinates were scaled from a topographic map and have
 DA1149.an estimated accuracy of +/- 6 seconds.
 DA1149
 DA1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1149.The vertical order pertains to the NGVD 29 superseded value.
 DA1149
 DA1149.The geoid height was determined by GEOID03.
 DA1149
 DA1149;                    North         East    Units  Estimated Accuracy
 DA1149;SPC AZ W     -   192,620.      218,360.      MT  (+/- 180 meters Scaled)
 DA1149
 DA1149                          SUPERSEDED SURVEY CONTROL
 DA1149
 DA1149  NGVD 29 (??/??/92)  118.113  (m)          387.51   (f) ADJ UNCH    2 0
 DA1149
 DA1149.Superseded values are not recommended for survey control.
 DA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1149.See file dsdata.txt to determine how the superseded data were derived.
 DA1149
 DA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB473253(NAD 83)
 DA1149_MARKER: DR = REFERENCE MARK DISK
 DA1149_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1149+WITH SETTING: INTO GROUND
 DA1149_STAMPING: KIM NO 1 1960
 DA1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1149+STABILITY: SURFACE MOTION
 DA1149
 DA1149  HISTORY     - Date     Condition        Report By
 DA1149  HISTORY     - 1960     MONUMENTED       CGS
 DA1149
 DA1149                          STATION DESCRIPTION
 DA1149
 DA1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1149'3.2 MI E FROM MOHAWK.
 DA1149'3.2 MILES EAST ON U.S. HIGHWAY 80 FROM MOHAWK LODGE TO HIGHWAY MILE
 DA1149'POLE 60, 69.37 FEET EAST OF THE STATION MARK, SET IN CONCRETE IN THE
 DA1149'TOP OF A 4 INCH SOIL PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1146 ***********************************************************************
 DA1146  DESIGNATION -  KIM RM 2
 DA1146  PID         -  DA1146
 DA1146  STATE/COUNTY-  AZ/YUMA
 DA1146  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1146
 DA1146                         *CURRENT SURVEY CONTROL
 DA1146  ___________________________________________________________________
 DA1146* NAD 83(1986)-  32 44 14.     (N)    113 41 48.     (W)     SCALED    
 DA1146* NAVD 88     -       118.94   (+/-2cm)     390.2    (feet)  VERTCON   
 DA1146  ___________________________________________________________________
 DA1146  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1146
 DA1146.The horizontal coordinates were scaled from a topographic map and have
 DA1146.an estimated accuracy of +/- 6 seconds.
 DA1146
 DA1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1146.The vertical order pertains to the NGVD 29 superseded value.
 DA1146
 DA1146.The geoid height was determined by GEOID03.
 DA1146
 DA1146;                    North         East    Units  Estimated Accuracy
 DA1146;SPC AZ W     -   192,620.      218,360.      MT  (+/- 180 meters Scaled)
 DA1146
 DA1146                          SUPERSEDED SURVEY CONTROL
 DA1146
 DA1146  NGVD 29 (??/??/92)  118.315  (m)          388.17   (f) ADJ UNCH    2 0
 DA1146
 DA1146.Superseded values are not recommended for survey control.
 DA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1146.See file dsdata.txt to determine how the superseded data were derived.
 DA1146
 DA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB473253(NAD 83)
 DA1146_MARKER: DR = REFERENCE MARK DISK
 DA1146_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1146+WITH SETTING: INTO GROUND
 DA1146_STAMPING: KIM NO 2 1960
 DA1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1146+STABILITY: SURFACE MOTION
 DA1146
 DA1146  HISTORY     - Date     Condition        Report By
 DA1146  HISTORY     - 1960     MONUMENTED       CGS
 DA1146
 DA1146                          STATION DESCRIPTION
 DA1146
 DA1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1146'3.2 MI E FROM MOHAWK.
 DA1146'3.2 MILES EAST ON U.S. HIGHWAY 80 FROM MOHAWK LODGE TO HIGHWAY MILE
 DA1146'POLE 60, 70.27 FEET WEST OF THE STATION MARK, SET IN CONCRETE IN THE
 DA1146'TOP OF A 4 INCH SOIL PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0479 ***********************************************************************
 DV0479  DESIGNATION -  KING
 DV0479  PID         -  DV0479
 DV0479  STATE/COUNTY-  AZ/MARICOPA
 DV0479  USGS QUAD   -  PERRYVILLE (1982)
 DV0479
 DV0479                         *CURRENT SURVEY CONTROL
 DV0479  ___________________________________________________________________
 DV0479* NAD 83(1992)-  33 25 16.54024(N)    112 28 42.94573(W)     ADJUSTED  
 DV0479* NAVD 88     -       292.26   (+/-2cm)     958.9    (feet)  VERTCON   
 DV0479  ___________________________________________________________________
 DV0479  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DV0479  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0479  HORZ ORDER  -  SECOND
 DV0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0479
 DV0479.The horizontal coordinates were established by classical geodetic methods
 DV0479.and adjusted by the National Geodetic Survey in August 1993.
 DV0479
 DV0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0479.The vertical order pertains to the NGVD 29 superseded value.
 DV0479
 DV0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0479
 DV0479.The geoid height was determined by GEOID03.
 DV0479
 DV0479;                    North         East     Units Scale Factor Converg.
 DV0479;SPC AZ C     -   268,609.344   161,101.763   MT  0.99993366   -0 18 34.2
 DV0479;SPC AZ C     -   881,264.25    528,549.09   iFT  0.99993366   -0 18 34.2
 DV0479;UTM  12      - 3,698,966.705   362,529.792   MT  0.99983299   -0 48 52.3
 DV0479
 DV0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0479!SPC AZ C     -   0.99995889  x   0.99993366  =   0.99989256
 DV0479!UTM  12      -   0.99995889  x   0.99983299  =   0.99979189
 DV0479
 DV0479:                Primary Azimuth Mark                     Grid Az
 DV0479:SPC AZ C     -  GOODYEAR AIRCRAFT CORP TANK              084 06 55.6
 DV0479:UTM  12      -  GOODYEAR AIRCRAFT CORP TANK              084 37 13.7
 DV0479
 DV0479|---------------------------------------------------------------------|
 DV0479| PID    Reference Object                     Distance      Geod. Az  |
 DV0479|                                                           dddmmss.s |
 DV0479| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX.10.9 KM 0834821.4 |
 DV0479| DV2121 LITCHFIELD PARK NAF BEACON          APPROX.10.5 KM 0855051.1 |
 DV0479| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX.10.2 KM 0863124.1 |
 DV0479| DV0478 KING RM 1                            31.225 METERS 15958     |
 DV0479| CH5801 KING AZ MK                                         1812345.9 |
 DV0479| DV0520 Y 264                                41.226 METERS 23121     |
 DV0479|---------------------------------------------------------------------|
 DV0479
 DV0479                          SUPERSEDED SURVEY CONTROL
 DV0479
 DV0479  NAD 83(1986)-  33 25 16.53423(N)    112 28 42.95048(W) AD(       ) 2
 DV0479  NAD 27      -  33 25 16.38280(N)    112 28 40.36430(W) AD(       ) 2
 DV0479  NGVD 29 (??/??/92)  291.616  (m)          956.74   (f) ADJ UNCH    2 0
 DV0479
 DV0479.Superseded values are not recommended for survey control.
 DV0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0479.See file dsdata.txt to determine how the superseded data were derived.
 DV0479
 DV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6253098967(NAD 83)
 DV0479_MARKER: DE = TRAVERSE STATION DISK
 DV0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0479_STAMPING: KING 1962
 DV0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0479+STABILITY: SURFACE MOTION
 DV0479
 DV0479  HISTORY     - Date     Condition        Report By
 DV0479  HISTORY     - 1962     MONUMENTED       CGS
 DV0479  HISTORY     - 1962     GOOD             CGS
 DV0479  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0479
 DV0479                          STATION DESCRIPTION
 DV0479
 DV0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0479'STATION IS LOCATED ABOUT 9 MILES WEST OF AVONDALE, ABOUT
 DV0479'7 MILES NORTHEAST OF BUCKEYE AND ABOUT 1-1/4 MILES SOUTHWEST
 DV0479'OF PERRYVILLE.
 DV0479'
 DV0479'TO REACH FROM THE CITY HALL IN AVONDALE, GO WEST ON WESTERN
 DV0479'AVE. FOR 0.9 MILE TO CROSSROAD AT STOPLITE, CONTINUE WEST ON
 DV0479'YUMA ROAD FOR 6.5 MILES TO PERRYVILLE ROAD AT PERRYVILLE,
 DV0479'CONTINUE WEST ON YUMA ROAD FOR 1.0 MILE TO CROSSROAD (JACK
 DV0479'RABBIT ROAD AND S. 195TH AVENUE), TURN LEFT AND GO SOUTH ON
 DV0479'JACK RABBIT ROAD AND S. 195TH AVENUE FOR 1.0 MILE TO W. LOWER
 DV0479'BUCKEYE ROAD AND STATION IN THE NORTHEAST CORNER OF CROSSROADS
 DV0479'AS DESCRIBED.
 DV0479'
 DV0479'STATION MARK, A STANDARD TRAVERSE DISK, STAMPED KING 1962, IS
 DV0479'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 5
 DV0479'INCHES ABOVE THE GROUND.  THE MARK IS 66 FEET EAST OF THE CENTER
 DV0479'OF JACK RABBIT ROAD, 45 FEET NORTH OF CENTER OF W. LOWER
 DV0479'BUCKEYE ROAD, 28 FEET WEST OF CENTER OF ROAD, 27 FEET SOUTH OF
 DV0479'THE SOUTH ONE OF A ROW OF TREES AND 4.5 FEET NORTH OF THE
 DV0479'WITNESS POST.
 DV0479'
 DV0479'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED KING NO 1
 DV0479'1962, IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DV0479'5 FEET SQUARE CONCRETE IRRIGATION PUMP FOUNDATION WHICH
 DV0479'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  THE MARK IS 49
 DV0479'FEET SOUTH OF THE CENTER OF W. LOWER BUCKEYE ROAD.
 DV0479'
 DV0479'REFERENCE MARK 2, A GEODETIC BENCH MARK DISK STAMPED Y 264
 DV0479'1948, IS SET IN TOP OF A 5 INCH SQUARE CONCRETE POST WHICH IS
 DV0479'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 40 FEET
 DV0479'WEST OF THE CENTER OF JACK RABBIT ROAD, 39 FEET SOUTH OF THE
 DV0479'CENTER OF W. LOWER BUCKEYE ROAD, 1.4 FEET EAST OF A WITNESS POST
 DV0479'AND 1 FEET NORTH OF THE FENCE.
 DV0479'
 DV0479'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED KING 1962, IS SET
 DV0479'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 8 INCHES
 DV0479'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 25 FEET EAST OF
 DV0479'CENTER OF JACK RABBIT ROAD, 2.8 FEET SOUTHWEST OF THE WITNESS
 DV0479'POST, 2.2 FEET WEST OF THE FENCE AND 2 FEET NORTH OF A TELEPHONE
 DV0479'POLE.
 DV0479'
 DV0479'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON
 DV0479'JACK RABBIT ROAD FOR 0.35 MILE TO MARK ON LEFT AS DESCRIBED.
 DV0479
 DV0479                          STATION RECOVERY (1962)
 DV0479
 DV0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0479'2.0 MI SW FROM PERRYVILLE.
 DV0479'1.0 MILE SOUTH ALONG PERRYVILLE ROAD FROM THE JUNCTION OF YUMA ROAD AT
 DV0479'PERRYVILLE, THENCE 1.0 MILE WEST ALONG LOWER BUCKEYE TO THE JUNCTION
 DV0479'OF JACKRABBIT ROAD AND THE MARK.  THE MARK IS A STANDARD DISK SET IN
 DV0479'TOP OF A CONCRETE POST PROJECTING 3 INCHES, LOCATED 44 FT. NORTH OF
 DV0479'THE CENTER OF LOWER BUCKEYE, 65 FT. EAST OF THE CENTER OF JACKRABBIT
 DV0479'ROAD, 12 FT. EAST OF A FENCELINE, 33 FT. NORTHEAST OF THE EAST END OF
 DV0479'THE NORTHMOST HEADWALL OF A IRRIGATION CANAL, 4.5 FT. NORTH OF A
 DV0479'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 DV0479
 DV0479                          STATION RECOVERY (2006)
 DV0479
 DV0479'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0402 ***********************************************************************
 CG0402  FBN         -  This is a Federal Base Network Control Station.
 CG0402  DESIGNATION -  KING
 CG0402  PID         -  CG0402
 CG0402  STATE/COUNTY-  AZ/PIMA
 CG0402  USGS QUAD   -  STEVENS MTN (1982)
 CG0402
 CG0402                         *CURRENT SURVEY CONTROL
 CG0402  ___________________________________________________________________
 CG0402* NAD 83(2007)-  31 58 58.27753(N)    111 22 24.99647(W)     ADJUSTED  
 CG0402* NAVD 88     -       850.1    (meters)    2789.     (feet)  GPS OBS   
 CG0402  ___________________________________________________________________
 CG0402  EPOCH DATE  -        2007.00
 CG0402  X           -  -1,973,762.825 (meters)                     COMP
 CG0402  Y           -  -5,043,285.521 (meters)                     COMP
 CG0402  Z           -   3,359,253.422 (meters)                     COMP
 CG0402  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CG0402  ELLIP HEIGHT-         820.177 (meters)          (02/10/07) ADJUSTED
 CG0402  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0402
 CG0402  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG0402  Type    PID    Designation                      North   East  Ellip
 CG0402  -------------------------------------------------------------------
 CG0402  NETWORK CG0402 KING                              0.47   0.43   1.37
 CG0402  -------------------------------------------------------------------
 CG0402
 CG0402.The horizontal coordinates were established by GPS observations
 CG0402.and adjusted by the National Geodetic Survey in February 2007.
 CG0402
 CG0402.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0402.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0402.The horizontal coordinates are valid at the epoch date displayed above.
 CG0402.The epoch date for horizontal control is a decimal equivalence
 CG0402.of Year/Month/Day.
 CG0402
 CG0402.The orthometric height was determined by GPS observations and a
 CG0402.high-resolution geoid model.
 CG0402
 CG0402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0402
 CG0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0402
 CG0402.The ellipsoidal height was determined by GPS observations
 CG0402.and is referenced to NAD 83.
 CG0402
 CG0402.The geoid height was determined by GEOID03.
 CG0402
 CG0402;                    North         East     Units Scale Factor Converg.
 CG0402;SPC AZ C     -   109,094.868   264,679.872   MT  0.99993247   +0 17 15.5
 CG0402;SPC AZ C     -   357,922.80    868,372.28   iFT  0.99993247   +0 17 15.5
 CG0402;UTM  12      - 3,538,596.241   464,703.851   MT  0.99961536   -0 11 52.4
 CG0402
 CG0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0402!SPC AZ C     -   0.99987123  x   0.99993247  =   0.99980371
 CG0402!UTM  12      -   0.99987123  x   0.99961536  =   0.99948664
 CG0402
 CG0402|---------------------------------------------------------------------|
 CG0402| PID    Reference Object                     Distance      Geod. Az  |
 CG0402|                                                           dddmmss.s |
 CG0402| CG0403 KING RM 1                            17.034 METERS 11641     |
 CG0402| CG0405 KING AZ MK                                         2125940.9 |
 CG0402| CG0404 KING RM 2                            16.402 METERS 23111     |
 CG0402|---------------------------------------------------------------------|
 CG0402
 CG0402                          SUPERSEDED SURVEY CONTROL
 CG0402
 CG0402  ELLIP H (09/30/99)  820.211  (m)                       GP(       ) 3 1
 CG0402  NAD 83(1986)-  31 58 58.27156(N)    111 22 24.98851(W) AD(       ) B
 CG0402  NAD 83(1992)-  31 58 58.27614(N)    111 22 24.99506(W) AD(       ) A
 CG0402  ELLIP H (09/30/92)  820.261  (m)                       GP(       ) 2 1
 CG0402  NAD 83(1986)-  31 58 58.27156(N)    111 22 24.98851(W) AD(       ) 2
 CG0402  NAD 27      -  31 58 57.99000(N)    111 22 22.62600(W) AD(       ) 2
 CG0402  NGVD 29 (??/??/92)  849.428  (m)         2786.83   (f) ADJ UNCH    2 0
 CG0402
 CG0402.Superseded values are not recommended for survey control.
 CG0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0402.See file dsdata.txt to determine how the superseded data were derived.
 CG0402
 CG0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA6470438596(NAD 83)
 CG0402_MARKER: DS = TRIANGULATION STATION DISK
 CG0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0402_SP_SET: CONCRETE POST
 CG0402_STAMPING: KING 1936
 CG0402_MARK LOGO: CGS   
 CG0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0402+STABILITY: SURFACE MOTION
 CG0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0402+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1998
 CG0402
 CG0402  HISTORY     - Date     Condition        Report By
 CG0402  HISTORY     - 1936     MONUMENTED       CGS
 CG0402  HISTORY     - 1951     GOOD             CGS
 CG0402  HISTORY     - 1951     GOOD             NGS
 CG0402  HISTORY     - 1962     GOOD             CGS
 CG0402  HISTORY     - 1974     GOOD             USGS
 CG0402  HISTORY     - 19920203 GOOD             NGS
 CG0402  HISTORY     - 19981109 GOOD             NGS
 CG0402
 CG0402                          STATION DESCRIPTION
 CG0402
 CG0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0402'ABOUT 28 MILES, AIR LINE, SOUTHWEST OF THE CITY OF TUCSON,
 CG0402'ABOUT 7 MILES SOUTH-SOUTHWEST OF ROBIES JUNCTION (ON THE
 CG0402'TUCSON-SELLS ROAD), AND ABOUT ONE-HALF MILE EAST OF THE KING RANCH
 CG0402'HOUSE.  0.3 MILE SOUTHWEST OF A CATTLE GUARD, 0.4 MILE
 CG0402'NORTHEAST OF A JOGGED CROSS ROADS AT KINGS MAIL BOX, 29
 CG0402'PACES SOUTHEAST OF THE CENTER LINE OF A GRAVEL HIGHWAY, IN
 CG0402'CACTUS BRUSH ON A LOW RISE.  MARKED BY STANDARD BRONZE DISKS.
 CG0402'REFERENCE MARK NO. 1, A STANDARD
 CG0402'BRONZE REFERENCE DISK, IS 48 PACES SOUTHEAST OF CENTER
 CG0402'LINE OF HIGHWAY AND 17.010 METERS (55.81 FEET) FROM STATION
 CG0402'S 63 DEG 17 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CG0402'BRONZE REFERENCE DISK, IS 21 PACES SOUTHEAST OF
 CG0402'THE HIGHWAY AND 16.407 METERS (53.83 FEET) FROM STATION
 CG0402'S 51 DEG 10 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 CG0402'DISK, IS 9 PACES NORTHWEST OF THE CENTER LINE OF
 CG0402'THE MAIN GRAVELED ROAD, 9 PACES SOUTHWEST OF THE CENTER LINE
 CG0402'OF THE GRAVEL T-ROAD LEADING NORTHWEST TO KINGS RANCH
 CG0402'HOUSE, 3 PACES WEST OF KINGS MAIL BOX, AND 0.4 MILE FROM
 CG0402'STATION S 33 DEG 00 MIN W.
 CG0402
 CG0402                          STATION RECOVERY (1951)
 CG0402
 CG0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CG0402'THE STATION, R.M. 2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CG0402'R.M. 1 HAD BEEN HIT AND PART OF THE CONCRETE POST HAS BEEN BROKEN
 CG0402'OFF.  WITNESS POSTS WERE SET 2 FEET N OF R.M. 2 AND 1.7 FEET S
 CG0402'OF THE AZIMUTH MARK.  DESCRIPTION FOLLOWS--
 CG0402'
 CG0402'STATION IS ABOUT 28 MILES, AIR LINE, SW OF THE CITY OF TUCSON,
 CG0402'7.6 MILES SSW OF ROBLES JUNCTION (NOW CALLED THREE POINTS) ON
 CG0402'STATE HIGHWAY 86, ABOUT 1/2 MILE E OF THE KING RANCH HOUSE, AND
 CG0402'0.4 MILE S OF A CATTLE GUARD ACROSS THE THREE POINTS-SASABE ROAD.
 CG0402'
 CG0402'TO REACH FROM TUCSON, FOLLOW STATE HIGHWAY 89 FROM CENTER OF
 CG0402'CITY OF THE U.S. VETERANS HOSPITAL AND JUNCTION OF HIGHWAY 86,
 CG0402'THENCE 22 MILES SW ALONG STATE HIGWHAY 86 TO THREE POINTS, THENCE
 CG0402'7.6 MILES SSW ALONG THE THREE POINTS-SASABE ROAD TO A HIGH POINT
 CG0402'IN THE ROAD.
 CG0402'
 CG0402'STATION MARK IS A STANDARD DISK, STAMPED KING 1936, SET IN THE
 CG0402'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0402'IT IS 8-1/2 FEET SE OF THE CENTER LINE OF THE ROAD, 55.9 FEET NW
 CG0402'OF R.M. 1, 53.8 FEET NE OF R.M. 2, 44.7 FEET W OF A POWER LINE
 CG0402'POLE, AND ABOUT 3-1/2 FEET HIGHER THAN THE ROAD.
 CG0402'
 CG0402'R.M. 1 IS A STANDARD DISK, STAMPED KING NO 1 1936, SET IN
 CG0402'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0402'IT IS 140 FEET SE OF THEC NTER LINE O THE ROAD, 19.6 FEET S OF
 CG0402'A POWER LINE POLE, AND 3-1/2 FEET HIGHER THAN THE ROAD.
 CG0402'
 CG0402'R.M. 2 IS A STANDARD DISK, STAMPED KING NO 2 1936, SET IN
 CG0402'THE TOP OF A CONCRETE POST.  IT IS 90 FEET W OF A POWER LINE POLE,
 CG0402'62-1/2 FEET SE OF THE CENTER LINE OF THE ROAD, 2 FEET S OF THE
 CG0402'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 CG0402'
 CG0402'AZIMUTH MARK IS A STANDARD DISK, STAMPED KING 1936, SET IN
 CG0402'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0402'IT IS 0.4 MILE SSW OF THE STATION, BETWEEN TWO IRON PIPES USED TO
 CG0402'SUPPORT A RANCH SIGN, AT A T-JUNCTION OF A ROAD LEADING TO THE
 CG0402'KING RANCH HOUSE, 180 FEET NW OF A POWER LINE POLE WITH ONE GUY
 CG0402'WIRE, 28-1/2 FEET NW OF THE CENTER LINE OF THE THREE
 CG0402'POINTS-SASABE ROAD, 20.7 FEET SE OF A GREEN IRON POST SUPPORTING
 CG0402'KINGS MAIL BOX, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 CG0402'
 CG0402'WITNESS POSTS ARE MADE OF 4- BY 4-INCH WOODEN POSTS PAINTED
 CG0402'WHITE WITH THE LETTERS U.S.B.M. STENCILED ON THEM AND PROJECTING
 CG0402'18 INCHES ABOVE THE GROUND.  THEY WERE PLACED 1.7 FEET S OF THE
 CG0402'AZIMUTH MARK AND 2 FEET N OF R.M. 2.
 CG0402'
 CG0402'DISTANCES BETWEEN REFERENCE MARKS MEASURED TO THE TENTH OF A
 CG0402'FOOT.  DIRECTIONS NOT CHECKED.
 CG0402
 CG0402                          STATION RECOVERY (1951)
 CG0402
 CG0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CG0402'7.6 MI S FROM THREE POINTS.
 CG0402'7.6 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0402'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, AT A CUT AND SHORT RISE
 CG0402'IN THE ROAD, 0.4 MILE SOUTH OF A CATTLE GUARD, 84 1/2 FEET SOUTHEAST
 CG0402'OF THE CENTER LINE OF THE ROAD, 55.9 FEET NORTHWEST OF R.M. NO1, 53.8
 CG0402'FEET NORTHEAST OF R.M. NO. 2, 44.7 FEET WEST OF A POWER LINE POLE, AND
 CG0402'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0402'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0402
 CG0402                          STATION RECOVERY (1962)
 CG0402
 CG0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0402'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK
 CG0402'2 WERE RECOVERED, FOUND TO BE AS DESCRIBED IN 1936 AND IN GOOD
 CG0402'CONDITION.  A PORTION OF THE CONCRETE SIDE OF REFERENCE MARK 1
 CG0402'WAS FOUND TO BE BROKEN OFF.  THE DIRECTIONS TO THE AZIMUTH MARK
 CG0402'AND REFERENCE MARKS 1 AND 2 WERE CHECKED, BUT A LONGER DISTANCE
 CG0402'TO REFERENCE MARK 1 WAS FOUND.
 CG0402'
 CG0402'A MODIFIED DESCRIPTION AND ROUTE FOLLOWS--THE STATION IS ABOUT 28
 CG0402'MILES, AIRLINE, SOUTHWEST OF TUCSON, 7-1/2 MILES SOUTH-SOUTHWEST
 CG0402'OF ROBLES JUNCTION, WHCIH IS THE JUNCTION OF STATE HIGHWAYS 86 AND
 CG0402'286, 0.6 MILE EAST-NORTHEAST OF THE KING ANVIL RANCH HEADQUARTERS
 CG0402'AND IN THE NE 1/4 SEC. 1, T 17 S, R 9 E.  IT IS ALONG THE EAST
 CG0402'RIGHT-OF-WAY OF STATE HIGHWAY 286, ON THE SUMMIT OF A SMALL
 CG0402'RIDGE AND ABOUT 7 FEET HIGHER IN ELEVATION THAN THE SURFACE OF
 CG0402'THE HIGHWAY.
 CG0402'
 CG0402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND
 CG0402'286 AT ROBLES JUNCTION, WHICH IS ABOUT 22 MILES WEST-SOUTHWEST
 CG0402'OF TUCSON, DRIVE SOUTH-SOUTHWEST ON STATE HIGHWAY 286 FOR 7.5
 CG0402'MILES TO THE STATION ON THE LEFT.
 CG0402'
 CG0402'THE STATION MARK, A STANDARD DISK STAMPED KING 1936, IS SET IN THE
 CG0402'TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 CG0402'PROJECTING 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 73.5
 CG0402'FEET EAST OF THE CENTER OF THE HIGHWAY, 27.0 FEET WEST OF THE EAST
 CG0402'HIGHWAY RIGHT-OF-WAY FENCE AND 1.8 FEET SOUTHWEST OF A METAL
 CG0402'WITNESS POST WITH SIGN.
 CG0402'
 CG0402'REFERENCE MARK 1, A STANDARD DISK STAMPED KING NO 1 1936, IS SET
 CG0402'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 CG0402'PROJECTING 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 29.0
 CG0402'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 19.5 FEET SOUTHEAST OF
 CG0402'A POWERLINE POLE AND ABOUT THE SAME ELEVATION AS THE STATION
 CG0402'MARK.
 CG0402'
 CG0402'REFERENCE MARK 2, A STANDARD DISK STAMPED KING NO 2 1936, IS SE
 CG0402'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 CG0402'PROJECTING 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 54.5
 CG0402'FEET EAST OF THE CENTER OF THE HIGHWAY, 46.5 FEET WEST OF THE
 CG0402'EAST RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHEAST OF A WOODEN WITNESS
 CG0402'POST AND ABOUT 12 INCHES LOWER IN ELEVATION THAN THE STATION
 CG0402'MARK.
 CG0402'
 CG0402'THE AZIMUTH MARK, A STANDARD DISK STAMPED KING 1936, IS SET IN
 CG0402'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 CG0402'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS AT
 CG0402'THE KING ANVIL RANCH ENTRANCE ROAD, AT THE NORTH BASE OF THE
 CG0402'KING ANVIL RANCH SIGN POST, 63.0 FEET EAST OF A STEEL AND
 CG0402'CONCRETE CATTLE GUARD, 38.0 FEET WEST OF THE CENTER OF STATE
 CG0402'HIGHWAY 286 AND 20.5 FEET EAST OF A LARGE MAIL BOX SUPPORTED BY AN
 CG0402'IRON PIPE.
 CG0402
 CG0402                          STATION RECOVERY (1974)
 CG0402
 CG0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GLC)
 CG0402'CORRECT DESCRIPTION TO READ *7.6 MILES SOUTH OF A Y JUNCTION AND
 CG0402'STATION A 113 AT THREE POINTS ALONG A PAVED ROAD LEADING SOUTH TO
 CG0402'SASSBE, AT A CUT AND SHORT RISE IN THE ROAD, 75 FEET SOUTHEAST
 CG0402'OF THE CENTERLINE OF THE ROAD, 55.9 FEET NORTHWEST OF R.M. NO. 1,
 CG0402'53.8 FEET NORTHEAST OF R.M. NO. 2, 44.7 FEET WEST OF A POWER POLE
 CG0402'AND ABOUT 3-1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 CG0402'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0402
 CG0402                          STATION RECOVERY (1992)
 CG0402
 CG0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CG0402'THE STATION IS LOCATED ABOUT 45 KM (28.0 MI) SOUTHWEST OF TUCSON, 12
 CG0402'KM (7.5 MI) SOUTHWEST OF THREE POINTS (ALSO CALLED ROBLES JUNCTION),
 CG0402'ALONG STATE HIGHWAY 286, ON THE RIGHT-OF-WAY, AT MILE 37.95, ON A LOW
 CG0402'CUTBANK WITH SEVERAL LOW TREES.  OWNERSHIP--STATE DEPARTMENT OF
 CG0402'TRANSPORTATION.
 CG0402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 286 AT
 CG0402'THREE POINTS, GO SOUTHWEST ON HIGHWAY 286 FOR 5.21 KM (3.24 MI) TO A
 CG0402'PAVED ROAD LEFT (DIAMOND BELL RANCH ROAD).  CONTINUE AHEAD FOR 6.65
 CG0402'KM (4.13 MI) TO A SLIGHT RISE IN ROAD AND THE STATION ON THE LEFT.
 CG0402'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 CG0402'PROJECTING 15 CM ABOVE GROUND.  LOCATED 22.4 M (73.5 FT) EAST OF AND
 CG0402'1.3 M (4.3 FT) HIGHER THAN THE HIGHWAY CENTER, 14.5 M (47.6 FT)
 CG0402'WEST-SOUTHWEST OF A UTILITY POLE ACROSS THE FENCE, 8.4 M (27.6 FT)
 CG0402'WEST OF THE RIGHT-OF-WAY FENCE AND 0.6 M (2.0 FT) SOUTHWEST OF A METAL
 CG0402'WITNESS POST.
 CG0402
 CG0402                          STATION RECOVERY (1998)
 CG0402
 CG0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CG0402'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0405 ***********************************************************************
 CG0405  DESIGNATION -  KING AZ MK
 CG0405  PID         -  CG0405
 CG0405  STATE/COUNTY-  AZ/PIMA
 CG0405  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0405
 CG0405                         *CURRENT SURVEY CONTROL
 CG0405  ___________________________________________________________________
 CG0405* NAD 83(1986)-  31 58 40.     (N)    111 22 36.     (W)     SCALED    
 CG0405* NAVD 88     -       848.07   (+/-2cm)    2782.4    (feet)  VERTCON   
 CG0405  ___________________________________________________________________
 CG0405  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0405
 CG0405.The horizontal coordinates were scaled from a topographic map and have
 CG0405.an estimated accuracy of +/- 6 seconds.
 CG0405
 CG0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0405.The vertical order pertains to the NGVD 29 superseded value.
 CG0405
 CG0405.The geoid height was determined by GEOID03.
 CG0405
 CG0405;                    North         East    Units  Estimated Accuracy
 CG0405;SPC AZ C     -   108,530.      264,390.      MT  (+/- 180 meters Scaled)
 CG0405
 CG0405                          SUPERSEDED SURVEY CONTROL
 CG0405
 CG0405  NGVD 29 (??/??/92)  847.350  (m)         2780.01   (f) ADJ UNCH    2 0
 CG0405
 CG0405.Superseded values are not recommended for survey control.
 CG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0405.See file dsdata.txt to determine how the superseded data were derived.
 CG0405
 CG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA644380(NAD 83)
 CG0405_MARKER: DZ = AZIMUTH MARK DISK
 CG0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0405_STAMPING: KING 1936
 CG0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0405+STABILITY: SURFACE MOTION
 CG0405
 CG0405  HISTORY     - Date     Condition        Report By
 CG0405  HISTORY     - 1936     MONUMENTED       CGS
 CG0405  HISTORY     - 1974     GOOD             USGS
 CG0405  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0405
 CG0405                          STATION DESCRIPTION
 CG0405
 CG0405'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0405'8 MI S FROM THREE POINTS.
 CG0405'8 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS AND
 CG0405'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 38 FEET WEST OF A T
 CG0405'JUNCTION OF THE MAIN ROAD LEADING SOUTH TO SASABE AND A ROAD LEADING
 CG0405'NORTHWEST TO A RANCH, AND ABOUT 180 FEET NORTHWEST OF A POWER LINE
 CG0405'POLE WITH GUY WIRE AND T JUNCTION OF THE LINE LEADING NORTHWEST, 38
 CG0405'FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, 20.7 FEET SOUTHEAST
 CG0405'OF A GREEN IRON POST SUPPORTING A MAIL BOX, 1 FOOT NORTH OF A WOODEN
 CG0405'RANCH SIGN, AND ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 CG0405'CONCRETE POST, FLUSH WITH THE GROUND.
 CG0405
 CG0405                          STATION RECOVERY (2001)
 CG0405
 CG0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0926 ***********************************************************************
 FS0926  DESIGNATION -  KING RESET
 FS0926  PID         -  FS0926
 FS0926  STATE/COUNTY-  AZ/MOHAVE
 FS0926  USGS QUAD   -  KINGMAN NW (1983)
 FS0926
 FS0926                         *CURRENT SURVEY CONTROL
 FS0926  ___________________________________________________________________
 FS0926* NAD 83(1992)-  35 14 59.75371(N)    114 09 09.82303(W)     ADJUSTED  
 FS0926* NAVD 88     -      1008.160  (meters)    3307.60   (feet)  ADJUSTED  
 FS0926  ___________________________________________________________________
 FS0926  LAPLACE CORR-           8.41  (seconds)                    DEFLEC99
 FS0926  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0926  DYNAMIC HT  -        1006.985 (meters)    3303.75  (feet)  COMP
 FS0926  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 FS0926
 FS0926  HORZ ORDER  -  SECOND
 FS0926  VERT ORDER  -  FIRST     CLASS II
 FS0926
 FS0926.The horizontal coordinates were established by classical geodetic methods
 FS0926.and adjusted by the National Geodetic Survey in August 1993.
 FS0926
 FS0926.The orthometric height was determined by differential leveling
 FS0926.and adjusted in June 1991.
 FS0926
 FS0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0926
 FS0926.The geoid height was determined by GEOID03.
 FS0926
 FS0926.The dynamic height is computed by dividing the NAVD 88
 FS0926.geopotential number by the normal gravity value computed on the
 FS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0926.degrees latitude (g = 980.6199 gals.).
 FS0926
 FS0926.The modeled gravity was interpolated from observed gravity values.
 FS0926
 FS0926;                    North         East     Units Scale Factor Converg.
 FS0926;SPC AZ W     -   471,389.621   176,710.121   MT  0.99994988   -0 13 56.8
 FS0926;SPC AZ W     - 1,546,553.87    579,757.61   iFT  0.99994988   -0 13 56.8
 FS0926;UTM  11      - 3,904,476.942   759,061.619   MT  1.00042718   +1 38 39.1
 FS0926
 FS0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0926!SPC AZ W     -   0.99984626  x   0.99994988  =   0.99979615
 FS0926!UTM  11      -   0.99984626  x   1.00042718  =   1.00027338
 FS0926
 FS0926|---------------------------------------------------------------------|
 FS0926| PID    Reference Object                     Distance      Geod. Az  |
 FS0926|                                                           dddmmss.s |
 FS0926| CC5484 KING RM 1                            13.439 METERS 01743     |
 FS0926| CC5483 KING AZ MK                                         1461748.1 |
 FS0926| FS0925 KING RM 2                            11.625 METERS 29821     |
 FS0926|---------------------------------------------------------------------|
 FS0926
 FS0926                          SUPERSEDED SURVEY CONTROL
 FS0926
 FS0926  NAD 83(1986)-  35 14 59.75688(N)    114 09 09.82314(W) AD(       ) 2
 FS0926  NAD 27      -  35 14 59.76500(N)    114 09 06.99300(W) AD(       ) 2
 FS0926  NGVD 29 (11/23/90) 1007.47   (m)         3305.3    (f) LEVELING    3  
 FS0926
 FS0926.Superseded values are not recommended for survey control.
 FS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0926.See file dsdata.txt to determine how the superseded data were derived.
 FS0926
 FS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5906204477(NAD 83)
 FS0926_MARKER: DS = TRIANGULATION STATION DISK
 FS0926_SETTING: 80 = SET IN A BOULDER
 FS0926_SP_SET: BOULDER
 FS0926_STAMPING: KING 1980 1947
 FS0926_MARK LOGO: NGS   
 FS0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0926+STABILITY: SURFACE MOTION
 FS0926
 FS0926  HISTORY     - Date     Condition        Report By
 FS0926  HISTORY     - 1981     MONUMENTED       AZDT
 FS0926  HISTORY     - 1982     GOOD             NGS
 FS0926
 FS0926                          STATION DESCRIPTION
 FS0926
 FS0926'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0926'THE STATION IS ABOUT 6-1/2 MILES AIRLINE NORTHWEST OF KINGMAN,
 FS0926'ABOUT 6 FEET SOUTH OF A FENCE LINE ON THE NORTHEAST SIDE
 FS0926'OF U.S. HIGHWAY 93-466.
 FS0926'
 FS0926'TO REACH THE STATION FROM THE DEPOT IN KINGMAN GO NORTHWEST
 FS0926'ON U.S. HIGHWAY 93-466 TOWARD HOOVER DAM FOR 7.3 MILES TO THE
 FS0926'STATION ON THE RIGHT.
 FS0926'
 FS0926'THE STATION DRILL HOLE AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FS0926'AND FOUND IN GOOD CONDITION.  A NEW STA MARK STAMPED---- KING 1947
 FS0926'1981 WAS SET IN THE OLD DRILL.  THE ROUTE TO THE STATION IS ADEQUITE.
 FS0926
 FS0926                          STATION RECOVERY (1982)
 FS0926
 FS0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0926'11.1 KM (6.9 MI) NW FROM KINGMAN.
 FS0926'11.1 KM (6.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0926'HIGHWAY 40 OVERPASS IN KINGMAN, 0.2 KM (0.1 MI) NORTHWEST OF A SMALL
 FS0926'BRIDGE, 28.4 METERS (93 FT) NORTHEAST OF THE CENTERLINE OF THE
 FS0926'HIGHWAY, 11.9 METERS (39 FT) EAST OF RM 2, 13.4 METERS (44 FT) SOUTH
 FS0926'OF RM 1, 1.8 METERS (6 FT) SOUTHWEST OF A FENCE.
 FS0926'THE MARK IS 1 METERS  NE FROM A WITNESS POST.
 FS0926'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0478 ***********************************************************************
 DV0478  DESIGNATION -  KING RM 1
 DV0478  PID         -  DV0478
 DV0478  STATE/COUNTY-  AZ/MARICOPA
 DV0478  USGS QUAD   -  PERRYVILLE (1982)
 DV0478
 DV0478                         *CURRENT SURVEY CONTROL
 DV0478  ___________________________________________________________________
 DV0478* NAD 83(1986)-  33 25 16.     (N)    112 28 43.     (W)     SCALED    
 DV0478* NAVD 88     -       292.18   (+/-2cm)     958.6    (feet)  VERTCON   
 DV0478  ___________________________________________________________________
 DV0478  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0478
 DV0478.The horizontal coordinates were scaled from a topographic map and have
 DV0478.an estimated accuracy of +/- 6 seconds.
 DV0478
 DV0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0478.The vertical order pertains to the NGVD 29 superseded value.
 DV0478
 DV0478.The geoid height was determined by GEOID03.
 DV0478
 DV0478;                    North         East    Units  Estimated Accuracy
 DV0478;SPC AZ C     -   268,590.      161,100.      MT  (+/- 180 meters Scaled)
 DV0478
 DV0478                          SUPERSEDED SURVEY CONTROL
 DV0478
 DV0478  NGVD 29 (??/??/92)  291.540  (m)          956.49   (f) ADJ UNCH    2 0
 DV0478
 DV0478.Superseded values are not recommended for survey control.
 DV0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0478.See file dsdata.txt to determine how the superseded data were derived.
 DV0478
 DV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB625989(NAD 83)
 DV0478_MARKER: DR = REFERENCE MARK DISK
 DV0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0478_SP_SET: PUMP BASE
 DV0478_STAMPING: KING NO 1 1962
 DV0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0478
 DV0478  HISTORY     - Date     Condition        Report By
 DV0478  HISTORY     - 1962     MONUMENTED       CGS
 DV0478  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0478
 DV0478                          STATION DESCRIPTION
 DV0478
 DV0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0478'2.0 MI SW FROM PERRYVILLE.
 DV0478'1.0 MILE SOUTH ALONG PERRYVILLE ROAD FROM THE JUNCTION OF YUMA ROAD AT
 DV0478'PERRYVILLE, THENCE 1.0 MILE WEST ALONG LOWER BUCKEYE TO THE JUNCTION
 DV0478'OF JACKRABBIT ROAD.  THE MARK IS LOCATED 49 FT. SOUTH OF THE CENTER OF
 DV0478'LOWER BUCKEYE ROAD, 100 FT. EAST OF THE CENTER OF JACKRABBIT ROAD, 19
 DV0478'FT. EAST-SOUTHEAST OF A POWER POLE WITH THREE TRANS, 102.4 FT.
 DV0478'SOUTHEAST OF TRAVERSE STATION KING, SET IN TOP OF THE NORTHEAST CORNER
 DV0478'OF A CONCRETE BASE FOR A IRRIGATION PUMP, 98.5 FT. SOUTHEAST OF A
 DV0478'STEEL WITNESS POST 1.0 FT. ABOVE LOWER BUCKEYE ROAD, A STANDARD DISK
 DV0478'DRILLED INTO THE CONCRETE.
 DV0478
 DV0478                          STATION RECOVERY (2006)
 DV0478
 DV0478'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0403 ***********************************************************************
 CG0403  DESIGNATION -  KING RM 1
 CG0403  PID         -  CG0403
 CG0403  STATE/COUNTY-  AZ/PIMA
 CG0403  USGS QUAD   -  STEVENS MTN (1982)
 CG0403
 CG0403                         *CURRENT SURVEY CONTROL
 CG0403  ___________________________________________________________________
 CG0403* NAD 83(1986)-  31 58 57.     (N)    111 22 24.     (W)     SCALED    
 CG0403* NAVD 88     -       850.17   (+/-2cm)    2789.3    (feet)  VERTCON   
 CG0403  ___________________________________________________________________
 CG0403  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0403
 CG0403.The horizontal coordinates were scaled from a topographic map and have
 CG0403.an estimated accuracy of +/- 6 seconds.
 CG0403
 CG0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0403.The vertical order pertains to the NGVD 29 superseded value.
 CG0403
 CG0403.The geoid height was determined by GEOID03.
 CG0403
 CG0403;                    North         East    Units  Estimated Accuracy
 CG0403;SPC AZ C     -   109,060.      264,710.      MT  (+/- 180 meters Scaled)
 CG0403
 CG0403                          SUPERSEDED SURVEY CONTROL
 CG0403
 CG0403  NGVD 29 (??/??/92)  849.454  (m)         2786.92   (f) ADJ UNCH    2 0
 CG0403
 CG0403.Superseded values are not recommended for survey control.
 CG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0403.See file dsdata.txt to determine how the superseded data were derived.
 CG0403
 CG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA647385(NAD 83)
 CG0403_MARKER: DR = REFERENCE MARK DISK
 CG0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0403_STAMPING: KING NO. 1 1936
 CG0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0403+STABILITY: SURFACE MOTION
 CG0403
 CG0403  HISTORY     - Date     Condition        Report By
 CG0403  HISTORY     - 1936     MONUMENTED       CGS
 CG0403  HISTORY     - 1974     GOOD             USGS
 CG0403  HISTORY     - 20010331 GOOD             NGS
 CG0403
 CG0403                          STATION DESCRIPTION
 CG0403
 CG0403'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0403'7.6 MI S FROM THREE POINTS.
 CG0403'7.6 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0403'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, AT A CUT AND A SHORT RISE
 CG0403'IN THE ROAD, 140 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 92.3
 CG0403'FEET EAST OF RM NO 2, 55.9 FEET SOUTHEAST OF STATION KING, 19.6 FEET
 CG0403'SOUTH OF A POWER LINE POLE, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD,
 CG0403'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET ABOVE THE
 CG0403'GROUND.  NOTE-- CONCRETE POST WAS HIT AND PART OF THE POST IS BROKEN
 CG0403'OFF.
 CG0403
 CG0403                          STATION RECOVERY (2001)
 CG0403
 CG0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0403'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0925 ***********************************************************************
 FS0925  DESIGNATION -  KING RM 2
 FS0925  PID         -  FS0925
 FS0925  STATE/COUNTY-  AZ/MOHAVE
 FS0925  USGS QUAD   -  CERBAT (1968)
 FS0925
 FS0925                         *CURRENT SURVEY CONTROL
 FS0925  ___________________________________________________________________
 FS0925* NAD 83(1986)-  35 15 00.     (N)    114 09 10.     (W)     SCALED    
 FS0925* NAVD 88     -      1007.641  (meters)    3305.90   (feet)  ADJUSTED  
 FS0925  ___________________________________________________________________
 FS0925  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0925  DYNAMIC HT  -        1006.465 (meters)    3302.04  (feet)  COMP
 FS0925  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 FS0925
 FS0925  VERT ORDER  -  FIRST     CLASS II
 FS0925
 FS0925.The horizontal coordinates were scaled from a topographic map and have
 FS0925.an estimated accuracy of +/- 6 seconds.
 FS0925
 FS0925.The orthometric height was determined by differential leveling
 FS0925.and adjusted in June 1991.
 FS0925
 FS0925.The geoid height was determined by GEOID03.
 FS0925
 FS0925.The dynamic height is computed by dividing the NAVD 88
 FS0925.geopotential number by the normal gravity value computed on the
 FS0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0925.degrees latitude (g = 980.6199 gals.).
 FS0925
 FS0925.The modeled gravity was interpolated from observed gravity values.
 FS0925
 FS0925;                    North         East    Units  Estimated Accuracy
 FS0925;SPC AZ W     -   471,400.      176,710.      MT  (+/- 180 meters Scaled)
 FS0925
 FS0925                          SUPERSEDED SURVEY CONTROL
 FS0925
 FS0925.No superseded survey control is available for this station.
 FS0925
 FS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV590044(NAD 83)
 FS0925_MARKER: DR = REFERENCE MARK DISK
 FS0925_SETTING: 80 = SET IN A BOULDER
 FS0925_SP_SET: BOULDER
 FS0925_STAMPING: KING NO 2 1947
 FS0925_MARK LOGO: CGS   
 FS0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0925+STABILITY: SURFACE MOTION
 FS0925
 FS0925  HISTORY     - Date     Condition        Report By
 FS0925  HISTORY     - 1947     MONUMENTED       CGS
 FS0925  HISTORY     - 1982     GOOD             NGS
 FS0925
 FS0925                          STATION DESCRIPTION
 FS0925
 FS0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0925'11.1 KM (6.9 MI) NW FROM KINGMAN.
 FS0925'11.1 KM (6.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0925'HIGHWAY 40 OVERPASS IN KINGMAN, 0.2 KM (0.1 MI) NORTHWEST OF A SMALL
 FS0925'BRIDGE, 11.9 METERS (39 FT) WEST OF THE STATION, 16.2 METERS (53 FT)
 FS0925'SOUTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0404 ***********************************************************************
 CG0404  DESIGNATION -  KING RM 2
 CG0404  PID         -  CG0404
 CG0404  STATE/COUNTY-  AZ/PIMA
 CG0404  USGS QUAD   -  STEVENS MTN (1982)
 CG0404
 CG0404                         *CURRENT SURVEY CONTROL
 CG0404  ___________________________________________________________________
 CG0404* NAD 83(1986)-  31 58 57.     (N)    111 22 24.     (W)     SCALED    
 CG0404* NAVD 88     -       849.73   (+/-2cm)    2787.8    (feet)  VERTCON   
 CG0404  ___________________________________________________________________
 CG0404  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0404
 CG0404.The horizontal coordinates were scaled from a topographic map and have
 CG0404.an estimated accuracy of +/- 6 seconds.
 CG0404
 CG0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0404.The vertical order pertains to the NGVD 29 superseded value.
 CG0404
 CG0404.The geoid height was determined by GEOID03.
 CG0404
 CG0404;                    North         East    Units  Estimated Accuracy
 CG0404;SPC AZ C     -   109,060.      264,710.      MT  (+/- 180 meters Scaled)
 CG0404
 CG0404                          SUPERSEDED SURVEY CONTROL
 CG0404
 CG0404  NGVD 29 (??/??/92)  849.009  (m)         2785.46   (f) ADJ UNCH    2 0
 CG0404
 CG0404.Superseded values are not recommended for survey control.
 CG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0404.See file dsdata.txt to determine how the superseded data were derived.
 CG0404
 CG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA647385(NAD 83)
 CG0404_MARKER: DR = REFERENCE MARK DISK
 CG0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0404_STAMPING: KING NO. 2 1936
 CG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0404+STABILITY: SURFACE MOTION
 CG0404
 CG0404  HISTORY     - Date     Condition        Report By
 CG0404  HISTORY     - 1936     MONUMENTED       CGS
 CG0404  HISTORY     - 1974     GOOD             USGS
 CG0404  HISTORY     - 20010331 GOOD             NGS
 CG0404
 CG0404                          STATION DESCRIPTION
 CG0404
 CG0404'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0404'7.6 MI S FROM THREE POINTS.
 CG0404'7.6 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0404'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, AT A CUT AND SHORT RISE IN
 CG0404'THE ROAD, 92.3 FEET WEST OF RM NO 1, AND ABOUT 90 FEET WEST OF A POWER
 CG0404'POLE, 55 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 53.8 FEET
 CG0404'SOUTHWEST OF STATION KING, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET
 CG0404'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET ABOVE THE GROUND.
 CG0404
 CG0404                          STATION RECOVERY (2001)
 CG0404
 CG0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1045 ***********************************************************************
 FS1045  DESIGNATION -  KINGMAN
 FS1045  PID         -  FS1045
 FS1045  STATE/COUNTY-  AZ/MOHAVE
 FS1045  USGS QUAD   -  KINGMAN (1980)
 FS1045
 FS1045                         *CURRENT SURVEY CONTROL
 FS1045  ___________________________________________________________________
 FS1045* NAD 83(1992)-  35 11 50.18768(N)    114 02 30.29780(W)     ADJUSTED  
 FS1045* NAVD 88     -      1152.29   (+/-2cm)    3780.5    (feet)  VERTCON   
 FS1045  ___________________________________________________________________
 FS1045  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 FS1045  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS1045  HORZ ORDER  -  FIRST
 FS1045  VERT ORDER  -  THIRD ? (See Below)
 FS1045
 FS1045.The horizontal coordinates were established by classical geodetic methods
 FS1045.and adjusted by the National Geodetic Survey in August 1993.
 FS1045
 FS1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1045.The vertical order pertains to the NGVD 29 superseded value.
 FS1045
 FS1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1045
 FS1045.The geoid height was determined by GEOID03.
 FS1045
 FS1045;                    North         East     Units Scale Factor Converg.
 FS1045;SPC AZ W     -   465,512.619   186,792.543   MT  0.99994203   -0 10 05.4
 FS1045;SPC AZ W     - 1,527,272.37    612,836.43   iFT  0.99994203   -0 10 05.4
 FS1045;UTM  11      - 3,898,930.206   769,336.265   MT  1.00049411   +1 42 22.1
 FS1045;UTM  12      - 3,899,159.923   223,059.142   MT  1.00054532   -1 45 15.7
 FS1045
 FS1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1045!SPC AZ W     -   0.99982362  x   0.99994203  =   0.99976566
 FS1045!UTM  11      -   0.99982362  x   1.00049411  =   1.00031764
 FS1045!UTM  12      -   0.99982362  x   1.00054532  =   1.00036884
 FS1045
 FS1045|---------------------------------------------------------------------|
 FS1045| PID    Reference Object                     Distance      Geod. Az  |
 FS1045|                                                           dddmmss.s |
 FS1045| CC5486 KINGMAN RM 1                          9.011 METERS 03417     |
 FS1045| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 2.2 KM 1090132.5 |
 FS1045| FS1050 RADAR                                15.904 METERS 12425     |
 FS1045| FS1049 KINGMAN AIRWAY BEACON TOWER         APPROX. 0.7 KM 1392809.7 |
 FS1045| FS1047 KINGMAN UTIL CO TALL STK            APPROX. 1.8 KM 2394058.8 |
 FS1045| CC5485 KINGMAN AZ MK                                      2425510.4 |
 FS1045| FS1046 BULL                                APPROX. 4.1 KM 2454133.0 |
 FS1045| CC5487 KINGMAN RM 2                          3.971 METERS 25919     |
 FS1045| FS1042 KINGMAN CO SHERIFF DEPT MAST        APPROX. 0.9 KM 2690957.8 |
 FS1045|---------------------------------------------------------------------|
 FS1045
 FS1045                          SUPERSEDED SURVEY CONTROL
 FS1045
 FS1045  NAD 83(1986)-  35 11 50.18560(N)    114 02 30.29418(W) AD(       ) 1
 FS1045  NAD 27      -  35 11 50.19900(N)    114 02 27.46800(W) AD(       ) 1
 FS1045  NGVD 29 (07/19/86) 1151.50   (m)         3777.9    (f) LEVELING    3  
 FS1045
 FS1045.Superseded values are not recommended for survey control.
 FS1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1045.See file dsdata.txt to determine how the superseded data were derived.
 FS1045
 FS1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6933698930(NAD 83)
 FS1045_MARKER: DS = TRIANGULATION STATION DISK
 FS1045_SETTING: 66 = SET IN ROCK OUTCROP
 FS1045_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1045+STABILITY: POSITION/ELEVATION WELL
 FS1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1045+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS1045
 FS1045  HISTORY     - Date     Condition        Report By
 FS1045  HISTORY     - 1948     MONUMENTED       CGS
 FS1045  HISTORY     - 1955     SEE DESCRIPTION  USE
 FS1045  HISTORY     - 1960     GOOD             AMS
 FS1045  HISTORY     - 1961     GOOD             CGS
 FS1045  HISTORY     - 1961     GOOD             CGS
 FS1045  HISTORY     - 1974     GOOD             NGS
 FS1045  HISTORY     - 1980     GOOD             NGS
 FS1045  HISTORY     - 1981     GOOD             AZDT
 FS1045  HISTORY     - 20051020 GOOD             NGS
 FS1045
 FS1045                          STATION DESCRIPTION
 FS1045
 FS1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1045'THE STATION IS ON A RIMROCKED HILL OVERLOOKING THE TOWN OF
 FS1045'KINGMAN, ABOUT 3/4 MILE NORTHEAST OF THE COURT HOUSE AND ABOUT
 FS1045'1/2 MILE NORTH OF U.S. HIGHWAY 66, ON THE NORTHWEST END OF
 FS1045'THE HILL.
 FS1045'
 FS1045'TO REACH THE STATION FROM THE DEPOT IN KINGMAN GO NORTHEASTERLY
 FS1045'ON U.S. HIGHWAY 66 FOR 1.3 MILES TO A Y FORK JUST AFTER PASSING
 FS1045'THE EL TROVATORE AUTO COURT.  TAKE LEFT ROAD NORTHERLY FOR
 FS1045'0.25 MILE TO A STREET INTERSECTION.  TURN LEFT AND GO
 FS1045'SOUTHWESTERLY FOR 0.25 MILE TO END OF STREET AT THE BASE OF HILL.
 FS1045'BEAR LEFT ON TRACKS FOR ABOUT 150 YARDS TO A SADDLE AND END
 FS1045'OF TRUCK TRAVEL.  FROM THE SADDLE CONTINUE ON FOOT
 FS1045'NORTHERLY UP ROCKY CLIFF, THEN ALONG TOP OF HILL TO THE
 FS1045'NORTH NORTHWEST EDGE AND STATION.
 FS1045'
 FS1045'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP ABOUT
 FS1045'FLUSH WITH THE GROUND SURFACE, ABOUT 20 FEET NORTH NORTHEAST
 FS1045'OF THE SOUTHWEST EDGE OF RIM AND ABOUT 50 YARDS SOUTHWEST
 FS1045'OF THE NORTH NORTHWEST END OF HILL.  IT IS STAMPED KINGMAN
 FS1045'1947.
 FS1045'
 FS1045'R.M. NO 1 IS A STANDARD BRONZE REFERENCE DISK SET OUTCROP
 FS1045'FLUSH WITH THE GROUND SURFACE AND IS ABOUT THE SAME ELEVATION
 FS1045'AS THE STATION.  IT IS STAMPED KINGMAN NO 1 1947.
 FS1045'
 FS1045'R.M. NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN OUTCROP
 FS1045'PROJECTING ABOUT 2 FEET AND IS ABOUT 1-1/2 FEET HIGHER THAN
 FS1045'THE STATION.  IT IS STAMPED KINGMAN NO 2 1947.
 FS1045'
 FS1045'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE NORTH
 FS1045'RAIL OF A CONCRETE CULVERT ON U.S. HIGHWAY 66 ABOUT 50 YARDS
 FS1045'SOUTHWEST OF ITS JUNCTION WITH U.S. HIGHWAY 93 JUST SOUTHWEST
 FS1045'OF KINGMAN.  IT IS STAMPED KINGMAN 1947.
 FS1045
 FS1045                          STATION RECOVERY (1955)
 FS1045
 FS1045'RECOVERY NOTE BY US ENGINEERS 1955
 FS1045'LETTER OF MR. D.C. BAER, PROJ. ENGR., KINGMAN ARIZ.--THIS IS
 FS1045'TO INFORM YOU THAT STATION WAS DESTROYED BY BULLDOZER EQUIPMENT.
 FS1045'THERE ARE 2 OTHER MONUMENTS LOCATED WITHIN 50 FEET OF THE
 FS1045'STATION.  THERE ARE KINGMAN R.M. 1 1947 AND KINGMAN R.M. 2 1947.
 FS1045
 FS1045                          STATION RECOVERY (1960)
 FS1045
 FS1045'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 FS1045'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 FS1045'DESCRIBED.
 FS1045
 FS1045                          STATION RECOVERY (1961)
 FS1045
 FS1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FS1045'STATION MARK AND REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED
 FS1045'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FS1045'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND IS LOST.  IT WAS
 FS1045'PROBABLY TORN OUT BY MACHINERY.
 FS1045
 FS1045                          STATION RECOVERY (1961)
 FS1045
 FS1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1045'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARK 1
 FS1045'AND REFERENCE MARK 2 WERE FOUND TO BE IN GOOD CONDITION.  THE
 FS1045'AZIMUTH MARK IS BELIEVED TO HAVE BEEN DESTROYED BY WIDENING
 FS1045'OF U.S. HIGHWAY 66.  A DIFFERENCE IN DIRECTION WAS FOUND TO
 FS1045'THE REFERENCE MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FS1045'
 FS1045'STATION IS LOCATED ON A RIM ROCK HILL OVERLOOKING THE TOWN
 FS1045'OF KINGMAN, ABOUT 3/4 MILE NORTHEAST OF THE COURTHOUSE, ABOUT
 FS1045'1/4 MILE NORTH OF U.S. HIGHWAY 66 AND ON THE NORTHWEST END
 FS1045'OF HILL AT RADAR SITE.
 FS1045'
 FS1045'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 IN THE
 FS1045'SOUTHWEST EDGE OF KINGMAN, GO EASTERLY THROUGH TOWN ON U.S.
 FS1045'HIGHWAYS 66 AND 93 FOR 1.8 MILE TO TOP OF HILL AND HALL STREET
 FS1045'ON LEFT, (JUST AFTER PASSING HILL TOP MOTEL), TURN LEFT ON
 FS1045'HALL STREET AND GO NORTH FOR 0.2 MILE TO JEFFERSON AVENUE,
 FS1045'TURN LEFT AND GO WESTERLY ON JEFFERSON AVENUE FOR 0.5 MILE
 FS1045'TO TOP OF STEEP HILL AND LOCKED GATE.  PASS THROUGH GATE AND
 FS1045'GO SOUTHWESTERLY FOR ABOUT 100 YARDS TO RADAR TOWER ON RIGHT
 FS1045'AND STATION AS DESCRIBED.
 FS1045'
 FS1045'STATION MARK, A STANDARD STATION DISK SET IN A DRILL HOLE
 FS1045'IN OUTCROPPING BEDROCK ABOUT FLUSH WITH THE SURFACE OF THE
 FS1045'GROUND.  THE MARK IS 20 FEET NORTH-NORTHEAST OF THE SOUTHWEST
 FS1045'EDGE OF RIM AND ABOUT 50 YARDS SOUTHWEST OF THE NORTH NORTHWEST
 FS1045'END OF THE HILL, 63.5 FEET SOUTHWEST OF WEST CORNER OF A LARGE
 FS1045'WHITE METAL BUILDING, 41 FEET NORTHWEST OF THE NORTHWEST
 FS1045'LEG OF RADAR TOWER AND 11.2 FEET NORTHEAST OF THE WITNESS
 FS1045'POST AND FENCE.  THE DISK IS STAMPED KINGMAN 1947.
 FS1045'
 FS1045'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FS1045'HOLE FLUSH WITH THE GROUND SURFACE AND IS ABOUT THE SAME
 FS1045'ELEVATION AS THE STATION.  THE MARK IS 51 FEET NORTH OF THE
 FS1045'NORTHWEST LEG OF RADAR TOWER, 39.6 FEET NORTHEAST OF THE WITNESS
 FS1045'POST AND FENCE AND 34.6 FEET SOUTHWEST OF THE WEST CORNER OF
 FS1045'A LARGE WHITE METAL BUILDING.  THE DISK IS STAMPED KINGMAN NO 1
 FS1045'1947.
 FS1045'
 FS1045'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 FS1045'HOLE FLUSH WITH THE TOP OF ROCK WHICH PROJECTS ABOUT 2 FEET.
 FS1045'THE MARK IS IN FENCE LINE, 51 FEET WEST-NORTHWEST OF THE
 FS1045'NORTHWEST LEG OF RADAR TOWER AND 9.8 FEET NORTHWEST OF WITNESS
 FS1045'POST.  THE DISK IS STAMPED KINGMAN NO 2 1947.
 FS1045'
 FS1045'RADAR (USE), IS A CORPS OF ENGINEERS BRONZE DISK STAMPED
 FS1045'RADAR EL.3821.5--EL. 3778.2 1955, IS SET IN THE TOP OF A 8
 FS1045'INCH SQUARE CONCRETE POST WHICH IS SET ABOUT 2 INCHES ABOVE
 FS1045'THE GROUND.  THE MARK IS UNDER CENTER OF RADAR TOWER.
 FS1045'
 FS1045'NOTICE--THE KEY TO THE LOCKED GATE MAY BE OBTAINED FROM MR.
 FS1045'CHRISTENSEN AT THE HEADQUARTERS OF THE 659 TH AC AND W
 FS1045'SQUADRON WHICH IS LOCATED JUST WEST OF THE CHAMBER OF COMMERCE
 FS1045'BUILDING.
 FS1045'
 FS1045'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 FS1045
 FS1045                          STATION RECOVERY (1974)
 FS1045
 FS1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FS1045'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1961 RECOVERY
 FS1045'NOTE.  ALL MARKS ARE IN GOOD CONDITION AND THE ROUTE TO THE
 FS1045'STATION IS UNCHANGED.
 FS1045'
 FS1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KINGMAN
 FS1045
 FS1045                          STATION RECOVERY (1980)
 FS1045
 FS1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FS1045'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND RADAR USE WERE RECOVERED
 FS1045'IN GOOD CONDITION.  THE ROUTE TO THE STATION REMAINS UNCHANGED.  THE
 FS1045'PROPERTY IS NOW OWNED BY WESTERN ELECTRONICS CORPORATION.  PERMISSION
 FS1045'AND A KEY TO LOCKED GATE MUST BE OBTAINED TO ENTER PROPERTY.
 FS1045
 FS1045                          STATION RECOVERY (1981)
 FS1045
 FS1045'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1045'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED.  THE
 FS1045'AZIMUTH MARK WAS FOUND DESTROYED.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS1045'THE KEY TO THE LOCKED GATE CAN BE OBTAINED FROM WESTERN ELECTRONICS AT
 FS1045'2332 WEST KINGMAN AVENUE.
 FS1045'
 FS1045'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TURN RIGHT AND
 FS1045'TRAVEL 0.05 MILE TO JEFFERSON STREET.  TURN LEFT ON JEFFERSON STREET
 FS1045'AND TRAVEL WEST 0.35 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE UP
 FS1045'HILL FOR 0.15 TO A GATE, PASS THROUGH GATE AND TURN LEFT FOR 0.05 MILE
 FS1045'AROUND SHED ON GRAVELED ROAD TO STATION ON THE LEFT.
 FS1045
 FS1045                          STATION RECOVERY (2005)
 FS1045
 FS1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1045'MARK IS IN TIRE TRACK OF ROAD AROUND BLDG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0914 ***********************************************************************
 FS0914  DESIGNATION -  KINGMAN AIRFIELD
 FS0914  PID         -  FS0914
 FS0914  STATE/COUNTY-  AZ/MOHAVE
 FS0914  USGS QUAD   -  KINGMAN (1980)
 FS0914
 FS0914                         *CURRENT SURVEY CONTROL
 FS0914  ___________________________________________________________________
 FS0914* NAD 83(1992)-  35 13 29.26110(N)    114 00 42.24855(W)     ADJUSTED  
 FS0914* NAVD 88     -      1044.064  (meters)    3425.40   (feet)  ADJUSTED  
 FS0914  ___________________________________________________________________
 FS0914  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 FS0914  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0914  DYNAMIC HT  -        1042.827 (meters)    3421.34  (feet)  COMP
 FS0914  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 FS0914
 FS0914  HORZ ORDER  -  THIRD
 FS0914  VERT ORDER  -  FIRST     CLASS II
 FS0914
 FS0914.The horizontal coordinates were established by classical geodetic methods
 FS0914.and adjusted by the National Geodetic Survey in August 1993.
 FS0914
 FS0914.The orthometric height was determined by differential leveling
 FS0914.and adjusted in June 1991.
 FS0914
 FS0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0914
 FS0914.The geoid height was determined by GEOID03.
 FS0914
 FS0914.The dynamic height is computed by dividing the NAVD 88
 FS0914.geopotential number by the normal gravity value computed on the
 FS0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0914.degrees latitude (g = 980.6199 gals.).
 FS0914
 FS0914.The modeled gravity was interpolated from observed gravity values.
 FS0914
 FS0914;                    North         East     Units Scale Factor Converg.
 FS0914;SPC AZ W     -   468,558.052   189,533.715   MT  0.99994033   -0 09 03.5
 FS0914;SPC AZ W     - 1,537,263.95    621,829.77   iFT  0.99994033   -0 09 03.5
 FS0914;UTM  11      - 3,902,065.455   771,977.811   MT  1.00051173   +1 43 28.7
 FS0914;UTM  12      - 3,902,130.050   225,885.270   MT  1.00052612   -1 44 17.6
 FS0914
 FS0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0914!SPC AZ W     -   0.99984058  x   0.99994033  =   0.99978092
 FS0914!UTM  11      -   0.99984058  x   1.00051173  =   1.00035223
 FS0914!UTM  12      -   0.99984058  x   1.00052612  =   1.00036662
 FS0914
 FS0914:                Primary Azimuth Mark                     Grid Az
 FS0914:SPC AZ W     -  KINGMAN ARMY AIR BASE TANK BCN           055 10 32.0
 FS0914:UTM  11      -  KINGMAN ARMY AIR BASE TANK BCN           053 17 59.8
 FS0914:UTM  12      -  KINGMAN ARMY AIR BASE TANK BCN           056 45 46.1
 FS0914
 FS0914|---------------------------------------------------------------------|
 FS0914| PID    Reference Object                     Distance      Geod. Az  |
 FS0914|                                                           dddmmss.s |
 FS0914| FR0977 KINGMAN ARMY AIR BASE TANK BCN      APPROX. 7.5 KM 0550128.5 |
 FS0914| FS1044 T21N R16W SECS 5 6 7 8               24.778 METERS 06326     |
 FS0914| FS0913 KINGMAN AIRFIELD RM 1                13.230 METERS 17133     |
 FS0914| CC5404 HOLIDAY                                            1802457.0 |
 FS0914| FS1043 KINGMAN MUNICIPAL AIRFIELD BCN      344.815 METERS 18115     |
 FS0914| CC5488 KINGMAN AIRFIELD AZ MK                             1823832.7 |
 FS0914| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 3.8 KM 1893027.6 |
 FS0914| FS1049 KINGMAN AIRWAY BEACON TOWER         APPROX. 4.3 KM 2120124.5 |
 FS0914| FS0912 KINGMAN AIRFIELD RM 2                13.162 METERS 27719     |
 FS0914|---------------------------------------------------------------------|
 FS0914
 FS0914                          SUPERSEDED SURVEY CONTROL
 FS0914
 FS0914  NAD 83(1986)-  35 13 29.25799(N)    114 00 42.24590(W) AD(       ) 3
 FS0914  NAD 27      -  35 13 29.27050(N)    114 00 39.42790(W) AD(       ) 3
 FS0914  NGVD 29 (11/23/90) 1043.36   (m)         3423.1    (f) LEVELING    3  
 FS0914
 FS0914.Superseded values are not recommended for survey control.
 FS0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0914.See file dsdata.txt to determine how the superseded data were derived.
 FS0914
 FS0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7197802065(NAD 83)
 FS0914_MARKER: DS = TRIANGULATION STATION DISK
 FS0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0914_SP_SET: CONCRETE POST
 FS0914_STAMPING: KINGMAN AIRFIELD 1947
 FS0914_MARK LOGO: CGS   
 FS0914_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0914+STABILITY: SURFACE MOTION
 FS0914
 FS0914  HISTORY     - Date     Condition        Report By
 FS0914  HISTORY     - 1948     MONUMENTED       CGS
 FS0914  HISTORY     - 1961     GOOD             CGS
 FS0914  HISTORY     - 1972     GOOD             AZ-015
 FS0914  HISTORY     - 1974     GOOD             NGS
 FS0914  HISTORY     - 1981     GOOD             AZDT
 FS0914  HISTORY     - 1982     GOOD             NGS
 FS0914  HISTORY     - 20051020 MARK NOT FOUND   NGS
 FS0914
 FS0914                          STATION DESCRIPTION
 FS0914
 FS0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS0914'THE STATION IS IN THE NORTHEAST CORNER OF THE KINGMAN AIRFIELD,
 FS0914'2/10 MILE NORTH OF THE AIRPORT BUILDINGS, 1/2 MILE NORTH OF
 FS0914'U.S. HIGHWAY NO. 66, AND ABOUT 2-1/2 MILES NORTHEAST OF KINGMAN.
 FS0914'
 FS0914'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 FS0914'SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE SURFACE
 FS0914'OF THE GROUND, IS STAMPED KINGMAN AIRFIELD 1947.  IT IS 9 FEET
 FS0914'SOUTHWEST OF A FENCE CORNER WHICH MARKS THE NORTHEAST BOUNDARY
 FS0914'OF THE AIRFIELD.
 FS0914'
 FS0914'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 FS0914'12 INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE THE
 FS0914'SURFACE OF THE GROUND, IS STAMPED KINGMAN AIRFIELD NO 1 1947.
 FS0914'IT IS 1/3 FT. WEST OF A NORTH SOUTH FENCE LINE AND IS
 FS0914'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 FS0914'
 FS0914'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 FS0914'12 INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE THE
 FS0914'SURFACE OF THE GROUND, IS STAMPED KINGMAN AIRFIELD NO 2 1947.
 FS0914'
 FS0914'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS0914'A HUGE MASS OF OUTCROPPING BEDROCK ON THE WESTERN EDGE OF A
 FS0914'SMALL BUT PROMINENT BUTTE, IS STAMPED KINGMAN AIRFIELD 1947.
 FS0914'IT IS 75 YARDS EAST OF U.S. HIGHWAY NO. 66 JUST SOUTH-SOUTHWEST
 FS0914'OF THE JUNCTION OF THE AIRPORT ROAD WITH HIGHWAY NO. 66.
 FS0914'
 FS0914'THE GENERAL LAND OFFICE MARK IS A THREE INCH BRONZE CAP ON
 FS0914'TOP OF A 2-1/2 INCH IRON PIPE, PROJECTING 12 INCHES ABOVE THE
 FS0914'SURFACE OF A SMALL DRAINAGE DITCH.  IT IS STAMPED T 21 N,
 FS0914'R 16 W, S 5,6,7,8.
 FS0914
 FS0914                          STATION RECOVERY (1961)
 FS0914
 FS0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS0914'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK
 FS0914'NUMBER 1 AND NUMBER 2 WERE FOUND TO BE IN GOOD CONDITION.  THE
 FS0914'AZIMUTH MARK HAD BEEN DESTROYED AND A NEW DISK WAS SET IN
 FS0914'THE SAME DRILL HOLE IN OUTCROPPING ROCK.  THE DISTANCE AND
 FS0914'DIRECTION TO REFERENCE MARK 1 WERE CHECKED AND FOUND TO BE
 FS0914'CORRECT.  THE DISTANCE TO REFERENCE MARK NUMBER 2 CHECKED AND
 FS0914'A SLIGHT DIFFERENCE IN THE DIRECTION WAS FOUND.
 FS0914'
 FS0914'THE PROPERTY IS NO LONGER USED AS THE KINGMAN AIRPORT.
 FS0914'
 FS0914'A COMPLETE NEW DESCRIPTION FOLLOWS--
 FS0914'
 FS0914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FS0914'STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO NORTHEAST
 FS0914'ON U.S. HIGHWAY 66 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE
 FS0914'RIGHT, ABOUT 100 YARDS ON A HIGH ROCKY KNOLL.  CONTINUE NORTHEAST
 FS0914'ON U.S. HIGHWAY 66 FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 FS0914'NORTH, AND GO 0.55 MILE TO THE STATION AS DESCRIBED.
 FS0914'
 FS0914'THE STATION MARK PROJECTS ABOUT 4 INCHES AND IS STAMPED KINGMAN
 FS0914'AIRFIELD 1947.  IT IS 65 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE,
 FS0914'6.5 FEET SOUTH OF FENCE, 14 FEET SOUTHWEST OF CENTER OF GATE
 FS0914'AND 5.3 FEET SOUTH OF WITNESS POST.
 FS0914'
 FS0914'REFERENCE MARK 1 PROJECTS ABOUT 5 INCHES AND IS STAMPED KINGMAN
 FS0914'AIRFIELD NO 1 1947.  IT IS 49 FEET SOUTH OF FENCE, 12 FEET
 FS0914'WEST OF CENTER OF TRACK ROAD AND 48.5 FEET SOUTH-SOUTHEAST OF
 FS0914'WITNESS POST.
 FS0914'
 FS0914'REFERENCE MARK 2 PROJECTS ABOUT 5 INCHES AND IS STAMPED KINGMAN
 FS0914'AIRFIELD NO 2 1947.  IT IS 42.9 FEET WEST OF WITNESS POST AND
 FS0914'1.5 FEET SOUTH OF FENCE.
 FS0914'
 FS0914'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 FS0914'ROCK AT THE WESTERN EDGE OF A SMALL ROCKY KNOLL.  THE DISK
 FS0914'IS STAMPED KINGMAN AIRFIELD 1947 RESET 1961.
 FS0914'
 FS0914'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 69.06 FEET OR
 FS0914'21.050 METERS.
 FS0914
 FS0914                          STATION RECOVERY (1972)
 FS0914
 FS0914'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 1972
 FS0914'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION, BUT VERY
 FS0914'VULNERABLE.  THE AZIMUTH MARK WAS DESTROYED.
 FS0914
 FS0914                          STATION RECOVERY (1974)
 FS0914
 FS0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FS0914'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FS0914'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 FS0914'AND A NEW ONE WAS ESTABLISHED.  THE GLO PIPE WAS NOT RECOVERED.
 FS0914'
 FS0914'THE STATION MARK IS A STANDARD DISK STAMPED, KINGMAN AIRFIELD
 FS0914'1948.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FS0914'PROJECTS ABOUT 4 INCHES.  IT IS IN THE SOUTHWEST CORNER OF
 FS0914'THE INTERSECTION OF AIRWAY AVENUE AND BANK STREET.  76-1/2
 FS0914'FEET WEST OF BANK STREET, 52 FEET SOUTHWEST OF A JUNCTION
 FS0914'POWER POLE, 38-1/2 FEET SOUTH OF AIRWAY AVENUE AND 5-1/2 FEET
 FS0914'SOUTH OF A WITNESS POST AND SIGN.
 FS0914'
 FS0914'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, KINGMAN AIRFIELD
 FS0914'NO 1 1948.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FS0914'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 69 FEET WEST OF THE CENTER
 FS0914'OF BANK STREET AND 48-1/2 FEET SOUTH OF THE WITNESS POST.
 FS0914'
 FS0914'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, KINGMAN AIRFIELD
 FS0914'NO 2 1948.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 FS0914'WHICH PROJECTS ABOUT 4 INCHES.  IT IS 43 FEET WEST OF THE
 FS0914'WITNESS POST AND 31 FEET SOUTH OF AIRWAY AVENUE.
 FS0914'
 FS0914'THE 1974 AZIMUTH MARK IS A 3 INCH DISK BELONGING TO THE CITY
 FS0914'OF KINGMAN.  THE MARK IS STAMPED, HOLIDAY 1968, SET IN A DRILL
 FS0914'HOLE ON TOP OF THE LOW RIM ROCK HILL WHICH IS JUST NORTH OF
 FS0914'THE HOLIDAY INN.
 FS0914'
 FS0914'TO REACH THE STATION FROM THE LEWIS KINGMAN PARK IN KINGMAN,
 FS0914'GO NORTH ALONG U.S. HIGHWAY 66, I-40 FOR 0.8 MILE TO THE
 FS0914'HOLIDAY INN ON THE RIGHT (THE AZIMUTH MARK IS 100 YARDS NORTH
 FS0914'OF THIS POINT), CONTINUE NORTH ALONG I-40 FOR 0.95 MILE TO
 FS0914'AIRWAY AVENUE.  TURN LEFT ALONG AIRWAY AVENUE FOR 0.55 MILE
 FS0914'TO INTERSECTION OF BANK STREET AND STATION.
 FS0914'
 FS0914'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FS0914'
 FS0914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KINGMAN
 FS0914
 FS0914                          STATION RECOVERY (1981)
 FS0914
 FS0914'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS0914'THE STATION WAS RECOVERED AS DESCRIBED IN 1961.  THE AZIMUTH MARK DISK
 FS0914'HAS BEEN REMOVED FROM THE DRILL HOLE IN THE ROCK OUTCROP.
 FS0914'
 FS0914'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS0914'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN LEFT ALONG US
 FS0914'66 FOR 2.65 MILES TO AIRWAY AVENUE.  TURN LEFT ALONG AIRWAY AVENUE AND
 FS0914'TRAVEL WEST 0.5 MILE TO BANK STREET AND STATION ON THE LEFT, AT
 FS0914'SOUTHWEST CORNER OF INTERSECTION.
 FS0914
 FS0914                          STATION RECOVERY (1982)
 FS0914
 FS0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0914'8.5 KM (5.3 MI) NE FROM KINGMAN.
 FS0914'7.5 KM (4.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0914'RAILROAD FROM THE STATION AT KINGMAN, THENCE 1.0 KM (0.6 MILE) WEST
 FS0914'ALONG AIRWAY AVE., 24.0 METERS (78.5 FEET) WEST OF THE CENTERLINE OF
 FS0914'BANKS STREET, 12.4 METERS (40.5 FEET) SOUTH OF THE CENTERLINE OF
 FS0914'AIRWAY AVE. 16.0 METERS (52.5 FEET) WEST-SOUTHWEST OF A T JUNCTION
 FS0914'POWER LINE POLE, 13.3 METERS (43.8 FEET) NORTH OF RM 1, 13.2 METERS
 FS0914'(43.3 FEET) EAST OF RM 2.
 FS0914'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 FS0914
 FS0914                          STATION RECOVERY (2005)
 FS0914
 FS0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0914'STATION WAS LIKELY DESTROYED IN 4-LANING (NEW EAST BOUND LANES) OF
 FS0914'AIRWAY AVE.  POSSIBLY IT, OR UNDERGROUND MARK, IS UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0912 ***********************************************************************
 FS0912  DESIGNATION -  KINGMAN AIRFIELD RM 2
 FS0912  PID         -  FS0912
 FS0912  STATE/COUNTY-  AZ/MOHAVE
 FS0912  USGS QUAD   -  KINGMAN (1980)
 FS0912
 FS0912                         *CURRENT SURVEY CONTROL
 FS0912  ___________________________________________________________________
 FS0912* NAD 83(1986)-  35 13 29.     (N)    114 00 42.     (W)     SCALED    
 FS0912* NAVD 88     -      1043.901  (meters)    3424.87   (feet)  ADJUSTED  
 FS0912  ___________________________________________________________________
 FS0912  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0912  DYNAMIC HT  -        1042.665 (meters)    3420.81  (feet)  COMP
 FS0912  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FS0912
 FS0912  VERT ORDER  -  FIRST     CLASS II
 FS0912
 FS0912.The horizontal coordinates were scaled from a topographic map and have
 FS0912.an estimated accuracy of +/- 6 seconds.
 FS0912
 FS0912.The orthometric height was determined by differential leveling
 FS0912.and adjusted in June 1991.
 FS0912
 FS0912.The geoid height was determined by GEOID03.
 FS0912
 FS0912.The dynamic height is computed by dividing the NAVD 88
 FS0912.geopotential number by the normal gravity value computed on the
 FS0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0912.degrees latitude (g = 980.6199 gals.).
 FS0912
 FS0912.The modeled gravity was interpolated from observed gravity values.
 FS0912
 FS0912;                    North         East    Units  Estimated Accuracy
 FS0912;SPC AZ W     -   468,550.      189,540.      MT  (+/- 180 meters Scaled)
 FS0912
 FS0912                          SUPERSEDED SURVEY CONTROL
 FS0912
 FS0912.No superseded survey control is available for this station.
 FS0912
 FS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV719020(NAD 83)
 FS0912_MARKER: DR = REFERENCE MARK DISK
 FS0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0912_SP_SET: CONCRETE POST
 FS0912_STAMPING: KINGMAN AIRFIELD NO 2 1947
 FS0912_MARK LOGO: CGS   
 FS0912_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0912+STABILITY: SURFACE MOTION
 FS0912
 FS0912  HISTORY     - Date     Condition        Report By
 FS0912  HISTORY     - 1947     MONUMENTED       CGS
 FS0912  HISTORY     - 1982     GOOD             NGS
 FS0912  HISTORY     - 20051020 MARK NOT FOUND   NGS
 FS0912
 FS0912                          STATION DESCRIPTION
 FS0912
 FS0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0912'8.5 KM (5.3 MI) NE FROM KINGMAN.
 FS0912'7.5 KM (4.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0912'RAILROAD FROM THE STATION AT KINGMAN, THENCE 1.0 KM (0.6 MILE) WEST
 FS0912'ALONG AIRWAY AVE. AT THE INTERSECTION OF BANK STREET, 10.4 METERS
 FS0912'(34.0 FEET) SOUTH OF THE CENTERLINE OF AIRWAY AVE., 21.0 METERS (69.0
 FS0912'FEET) NORTHWEST OF RM 1, 13.2 METERS (43.3 FEET) WEST OF THE STATION.
 FS0912'THE MARK IS 13.3 METERS  W FROM A WITNESS POST.
 FS0912'THE MARK IS ABOVE LEVEL WITH AIRWAY AVE..
 FS0912
 FS0912                          STATION RECOVERY (2005)
 FS0912
 FS0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0912'STATION WAS LIKELY DESTROYED IN 4-LANING (NEW EAST BOUND LANES) OF
 FS0912'AIRWAY AVE.  POSSIBLY IT IS UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0913 ***********************************************************************
 FS0913  DESIGNATION -  KINGMAN AIRFIELD RM 1
 FS0913  PID         -  FS0913
 FS0913  STATE/COUNTY-  AZ/MOHAVE
 FS0913  USGS QUAD   -  KINGMAN (1980)
 FS0913
 FS0913                         *CURRENT SURVEY CONTROL
 FS0913  ___________________________________________________________________
 FS0913* NAD 83(1986)-  35 13 29.     (N)    114 00 42.     (W)     SCALED    
 FS0913* NAVD 88     -      1044.266  (meters)    3426.06   (feet)  ADJUSTED  
 FS0913  ___________________________________________________________________
 FS0913  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0913  DYNAMIC HT  -        1043.029 (meters)    3422.00  (feet)  COMP
 FS0913  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FS0913
 FS0913  VERT ORDER  -  FIRST     CLASS II
 FS0913
 FS0913.The horizontal coordinates were scaled from a topographic map and have
 FS0913.an estimated accuracy of +/- 6 seconds.
 FS0913
 FS0913.The orthometric height was determined by differential leveling
 FS0913.and adjusted in June 1991.
 FS0913
 FS0913.The geoid height was determined by GEOID03.
 FS0913
 FS0913.The dynamic height is computed by dividing the NAVD 88
 FS0913.geopotential number by the normal gravity value computed on the
 FS0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0913.degrees latitude (g = 980.6199 gals.).
 FS0913
 FS0913.The modeled gravity was interpolated from observed gravity values.
 FS0913
 FS0913;                    North         East    Units  Estimated Accuracy
 FS0913;SPC AZ W     -   468,550.      189,540.      MT  (+/- 180 meters Scaled)
 FS0913
 FS0913                          SUPERSEDED SURVEY CONTROL
 FS0913
 FS0913.No superseded survey control is available for this station.
 FS0913
 FS0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV719020(NAD 83)
 FS0913_MARKER: DR = REFERENCE MARK DISK
 FS0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0913_SP_SET: CONCRETE POST
 FS0913_STAMPING: KINGMAN AIRFIELD NO 1 1947
 FS0913_MARK LOGO: CGS   
 FS0913_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0913+STABILITY: SURFACE MOTION
 FS0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0913+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 FS0913
 FS0913  HISTORY     - Date     Condition        Report By
 FS0913  HISTORY     - 1947     MONUMENTED       CGS
 FS0913  HISTORY     - 1982     GOOD             NGS
 FS0913  HISTORY     - 20051020 GOOD             NGS
 FS0913
 FS0913                          STATION DESCRIPTION
 FS0913
 FS0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0913'8.5 KM (5.3 MI) NE FROM KINGMAN.
 FS0913'7.5 KM (4.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0913'RAILROAD FROM THE STATION AT KINGMAN, THENCE 1.0 KM (0.6 MILE) WEST
 FS0913'ALONG AIRWAY AVE., 21.8 METERS (71.5 FEET) WEST OF THE CENTERLINE OF
 FS0913'BANK STREET, 21.0 METERS (69.0 FEET) SOUTHEAST OF RM 2, 13.3 METERS
 FS0913'(43.8 FEET) SOUTH OF THE STATION.
 FS0913'THE MARK IS ABOVE LEVEL WITH AIRWAY AVE..
 FS0913
 FS0913                          STATION RECOVERY (2005)
 FS0913
 FS0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0913'AIRWAY AVE. WAS WIDENED TO SOUTH.  NEW DISTANCE MEASUREMENTS WERE NOT
 FS0913'MADE.  MARK IS 0.4 M WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1049 ***********************************************************************
 FS1049  DESIGNATION -  KINGMAN AIRWAY BEACON TOWER
 FS1049  PID         -  FS1049
 FS1049  STATE/COUNTY-  AZ/MOHAVE
 FS1049  USGS QUAD   -  KINGMAN (1980)
 FS1049
 FS1049                         *CURRENT SURVEY CONTROL
 FS1049  ___________________________________________________________________
 FS1049* NAD 83(1992)-  35 11 32.12609(N)    114 02 11.48625(W)     ADJUSTED  
 FS1049* NAVD 88     -              **(meters)            **(feet)            
 FS1049  ___________________________________________________________________
 FS1049  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 FS1049  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS1049  HORZ ORDER  -  THIRD
 FS1049
 FS1049.The horizontal coordinates were established by classical geodetic methods
 FS1049.and adjusted by the National Geodetic Survey in August 1993.
 FS1049
 FS1049
 FS1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1049
 FS1049.The geoid height was determined by GEOID03.
 FS1049
 FS1049;                    North         East     Units Scale Factor Converg.
 FS1049;SPC AZ W     -   464,954.651   187,266.782   MT  0.99994172   -0 09 54.5
 FS1049;SPC AZ W     - 1,525,441.77    614,392.33   iFT  0.99994172   -0 09 54.5
 FS1049;UTM  11      - 3,898,387.746   769,828.771   MT  1.00049739   +1 42 32.2
 FS1049;UTM  12      - 3,898,588.699   223,518.031   MT  1.00054219   -1 45 04.0
 FS1049
 FS1049                          SUPERSEDED SURVEY CONTROL
 FS1049
 FS1049  NAD 83(1986)-  35 11 32.12325(N)    114 02 11.48410(W) AD(       ) 4
 FS1049  NAD 27      -  35 11 32.13600(N)    114 02 08.65700(W) AD(       ) 3
 FS1049
 FS1049.Superseded values are not recommended for survey control.
 FS1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1049.See file dsdata.txt to determine how the superseded data were derived.
 FS1049
 FS1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6982998388(NAD 83)
 FS1049_MARKER: 21 = AIRPORT BEACON
 FS1049
 FS1049  HISTORY     - Date     Condition        Report By
 FS1049  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1049  HISTORY     - 1954     GOOD             CGS
 FS1049  HISTORY     - 1955     GOOD             CGS
 FS1049  HISTORY     - 1961     GOOD             CGS
 FS1049
 FS1049                          STATION DESCRIPTION
 FS1049
 FS1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1049'THE STATION IS ON THE EASTERN EDGE OF THE CITY OF KINGMAN,
 FS1049'BETWEEN KINGMAN AND HILLTOP ADDITION, AND ON THE SUMMIT OF A LOW
 FS1049'AND VERY ROCKY DARK COLORED HILL.
 FS1049'
 FS1049'THE STATION IS A STANDARD 4-LEGGED STEEL TOWER ABOUT 35 FEET
 FS1049'HIGH.  THE ROTATING BEACON LIGHT HAS BEEN REMOVED FROM THE TOP.
 FS1049'
 FS1049'THE CENTER OF THE TOP OF THE TOWER WAS USED FOR POINTINGS.
 FS1049
 FS1049                          STATION RECOVERY (1954)
 FS1049
 FS1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 FS1049'STATION RECOVERED AS DESCRIBED.
 FS1049
 FS1049                          STATION RECOVERY (1955)
 FS1049
 FS1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1049'RECOVERED-THE STATION WAS RECOVERED IN GOOD CONDITION AS
 FS1049'DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND CORRECT.
 FS1049
 FS1049                          STATION RECOVERY (1961)
 FS1049
 FS1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1049'THIS STATION WAS RECOVERED AS DESCRIBED BY F.A. RIDDELL IN 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1042 ***********************************************************************
 FS1042  DESIGNATION -  KINGMAN CO SHERIFF DEPT MAST
 FS1042  PID         -  FS1042
 FS1042  STATE/COUNTY-  AZ/MOHAVE
 FS1042  USGS QUAD   -  KINGMAN (1980)
 FS1042
 FS1042                         *CURRENT SURVEY CONTROL
 FS1042  ___________________________________________________________________
 FS1042* NAD 83(1992)-  35 11 49.77232(N)    114 03 04.94540(W)     ADJUSTED  
 FS1042* NAVD 88     -              **(meters)            **(feet)            
 FS1042  ___________________________________________________________________
 FS1042  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 FS1042  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS1042  HORZ ORDER  -  THIRD
 FS1042
 FS1042.The horizontal coordinates were established by classical geodetic methods
 FS1042.and adjusted by the National Geodetic Survey in August 1993.
 FS1042
 FS1042
 FS1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1042
 FS1042.The geoid height was determined by GEOID03.
 FS1042
 FS1042;                    North         East     Units Scale Factor Converg.
 FS1042;SPC AZ W     -   465,502.434   185,916.085   MT  0.99994261   -0 10 25.4
 FS1042;SPC AZ W     - 1,527,238.96    609,960.91   iFT  0.99994261   -0 10 25.4
 FS1042;UTM  11      - 3,898,891.339   768,460.128   MT  1.00048830   +1 42 02.1
 FS1042;UTM  12      - 3,899,174.012   222,182.206   MT  1.00055132   -1 45 35.7
 FS1042
 FS1042                          SUPERSEDED SURVEY CONTROL
 FS1042
 FS1042  NAD 83(1986)-  35 11 49.76931(N)    114 03 04.94248(W) AD(       ) 4
 FS1042  NAD 27      -  35 11 49.78300(N)    114 03 02.11600(W) AD(       ) 3
 FS1042
 FS1042.Superseded values are not recommended for survey control.
 FS1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1042.See file dsdata.txt to determine how the superseded data were derived.
 FS1042
 FS1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6846098891(NAD 83)
 FS1042_MARKER: 42 = RADIO/TV MAST
 FS1042
 FS1042  HISTORY     - Date     Condition        Report By
 FS1042  HISTORY     - 1961     FIRST OBSERVED   CGS
 FS1042
 FS1042                          STATION DESCRIPTION
 FS1042
 FS1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1042'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF THE BUSINESS
 FS1042'SECTION OF KINGMAN AND IS ON A HIGH HILL OVERLOOKING KINGMAN.
 FS1042'
 FS1042'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 66, 93 AND 466 IN
 FS1042'THE SOUTHWEST EDGE OF KINGMAN, (AT THE CHAMBER OF COMMERCE
 FS1042'BUILDING IN KINGMAN), GO NORTH ON GRANDVIEW AVENUE FOR 0.45 MILE
 FS1042'TO LEAD STREET, TURN RIGHT AND GO EAST ON LEAD STREET FOR 0.2
 FS1042'MILE TO FORK, KEEP LEFT FORK AND GO NORTHERLY ON BLADED ROAD
 FS1042'FOR 0.15 MILE TO ROAD RIGHT, TURN SHARP RIGHT AND GO SOUTHEAST
 FS1042'UP STEEP HILL FOR 0.2 MILE TO A SIDE ROAD LEFT, (AND HOUSE
 FS1042'STRAIGHT AHEAD), TURN LEFT AND GO NORTHEASTERLY FOR 0.1 MILE
 FS1042'TO GATE, GO THROUGH GATE AND CONTINUE EASTERLY UP HILL ON
 FS1042'BLADED ROAD FOR 0.15 MILE TO RADIO MAST.
 FS1042'
 FS1042'STATION IS A RADIO MAST PAINTED RED, HAS A ANTENNA AND TWO RED
 FS1042'LIGHTS ON TOP AND IS APPROXIMATELY 50 FEET HIGH.
 FS1042'
 FS1042'POINT INTERSECTED WAS TOP CENTER LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AM7015 ***********************************************************************
 AM7015  HT_MOD      -  This is a Height Modernization Survey Station.
 AM7015  CORS        -  This is a GPS Continuously Operating Reference Station.
 AM7015  DESIGNATION -  KINGMAN CORS ARP
 AM7015  CORS_ID     -  KING
 AM7015  PID         -  AM7015
 AM7015  STATE/COUNTY-  AZ/MOHAVE
 AM7015  USGS QUAD   -  KINGMAN (1980)
 AM7015
 AM7015                         *CURRENT SURVEY CONTROL
 AM7015  ___________________________________________________________________
 AM7015* NAD 83(CORS)-  35 11 50.48098(N)    114 02 29.27558(W)     ADJUSTED  
 AM7015* NAVD 88     -      1158.61   (meters)    3801.2    (feet)  GPS OBS   
 AM7015  ___________________________________________________________________
 AM7015  EPOCH DATE  -        2002.00
 AM7015  X           -  -2,126,111.127 (meters)                     COMP
 AM7015  Y           -  -4,766,038.011 (meters)                     COMP
 AM7015  Z           -   3,656,432.144 (meters)                     COMP
 AM7015  ELLIP HEIGHT-        1130.237 (meters)          (05/??/02) ADJUSTED
 AM7015  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AM7015  HORZ ORDER  -  SPECIAL (CORS)
 AM7015  ELLP ORDER  -  SPECIAL (CORS)
 AM7015
 AM7015.ITRF positions are available for this station.
 AM7015.The coordinates were established by GPS observations
 AM7015.and adjusted by the National Geodetic Survey in May 2002.
 AM7015.The coordinates are valid at the epoch date displayed above.
 AM7015.The epoch date for horizontal control is a decimal equivalence
 AM7015.of Year/Month/Day.
 AM7015
 AM7015.The orthometric height was determined by GPS observations and a
 AM7015.high-resolution geoid model.
 AM7015.The orthometric height was determined by GPS observations and a
 AM7015.high-resolution geoid model using precise GPS observation and
 AM7015.processing techniques.
 AM7015
 AM7015.The PID for the CORS L1 Phase Center is AM7016.
 AM7015
 AM7015.The XYZ, and position/ellipsoidal ht. are equivalent.
 AM7015
 AM7015.The ellipsoidal height was determined by GPS observations
 AM7015.and is referenced to NAD 83.
 AM7015
 AM7015.The geoid height was determined by GEOID03.
 AM7015
 AM7015;                    North         East     Units Scale Factor Converg.
 AM7015;SPC AZ W     -   465,521.582   186,818.427   MT  0.99994201   -0 10 04.8
 AM7015;SPC AZ W     - 1,527,301.78    612,921.35   iFT  0.99994201   -0 10 04.8
 AM7015
 AM7015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM7015!SPC AZ W     -   0.99982263  x   0.99994201  =   0.99976465
 AM7015
 AM7015                          SUPERSEDED SURVEY CONTROL
 AM7015
 AM7015.No superseded survey control is available for this station.
 AM7015
 AM7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6936298940(NAD 83)
 AM7015_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AM7015
 AM7015                          STATION DESCRIPTION
 AM7015
 AM7015'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AM7015'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AM7015'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AM7015'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AM7015'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AM7015'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AM7016 ***********************************************************************
 AM7016  CORS        -  This is a GPS Continuously Operating Reference Station.
 AM7016  DESIGNATION -  KINGMAN CORS L1 PHASE CENTER
 AM7016  CORS_ID     -  KING
 AM7016  PID         -  AM7016
 AM7016  STATE/COUNTY-  AZ/MOHAVE
 AM7016  USGS QUAD   -  KINGMAN (1980)
 AM7016
 AM7016                         *CURRENT SURVEY CONTROL
 AM7016  ___________________________________________________________________
 AM7016* NAD 83(CORS)-  35 11 50.48097(N)    114 02 29.27562(W)     ADJUSTED  
 AM7016* NAVD 88     -              **(meters)            **(feet)            
 AM7016  ___________________________________________________________________
 AM7016  EPOCH DATE  -        2002.00
 AM7016  X           -  -2,126,111.152 (meters)                     COMP
 AM7016  Y           -  -4,766,038.065 (meters)                     COMP
 AM7016  Z           -   3,656,432.186 (meters)                     COMP
 AM7016  ELLIP HEIGHT-        1130.310 (meters)          (05/??/02) ADJUSTED
 AM7016  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AM7016  HORZ ORDER  -  SPECIAL (CORS)
 AM7016  ELLP ORDER  -  SPECIAL (CORS)
 AM7016
 AM7016.ITRF positions are available for this station.
 AM7016.The coordinates were established by GPS observations
 AM7016.and adjusted by the National Geodetic Survey in May 2002.
 AM7016.The coordinates are valid at the epoch date displayed above.
 AM7016.The epoch date for horizontal control is a decimal equivalence
 AM7016.of Year/Month/Day.
 AM7016
 AM7016
 AM7016.The PID for the CORS ARP is AM7015.
 AM7016
 AM7016.The XYZ, and position/ellipsoidal ht. are equivalent.
 AM7016
 AM7016.The ellipsoidal height was determined by GPS observations
 AM7016.and is referenced to NAD 83.
 AM7016
 AM7016.The geoid height was determined by GEOID03.
 AM7016
 AM7016;                    North         East     Units Scale Factor Converg.
 AM7016;SPC AZ W     -   465,521.581   186,818.426   MT  0.99994201   -0 10 04.8
 AM7016;SPC AZ W     - 1,527,301.77    612,921.35   iFT  0.99994201   -0 10 04.8
 AM7016
 AM7016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM7016!SPC AZ W     -   0.99982261  x   0.99994201  =   0.99976463
 AM7016
 AM7016                          SUPERSEDED SURVEY CONTROL
 AM7016
 AM7016.No superseded survey control is available for this station.
 AM7016
 AM7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6936298940(NAD 83)
 AM7016_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AM7016
 AM7016                          STATION DESCRIPTION
 AM7016
 AM7016'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AM7016'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AM7016'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AM7016'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AM7016'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AM7016'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0979 ***********************************************************************
 FR0979  DESIGNATION -  KINGMAN MUN AIRPORT BEACON
 FR0979  PID         -  FR0979
 FR0979  STATE/COUNTY-  AZ/MOHAVE
 FR0979  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0979
 FR0979                         *CURRENT SURVEY CONTROL
 FR0979  ___________________________________________________________________
 FR0979* NAD 83(1992)-  35 15 38.25672(N)    113 56 31.51306(W)     ADJUSTED  
 FR0979* NAVD 88     -              **(meters)            **(feet)            
 FR0979  ___________________________________________________________________
 FR0979  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 FR0979  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FR0979  HORZ ORDER  -  THIRD
 FR0979
 FR0979.This mark is at Kingman Airport (IGM)
 FR0979
 FR0979.The horizontal coordinates were established by classical geodetic methods
 FR0979.and adjusted by the National Geodetic Survey in August 1993.
 FR0979
 FR0979
 FR0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0979
 FR0979.The geoid height was determined by GEOID03.
 FR0979
 FR0979;                    North         East     Units Scale Factor Converg.
 FR0979;SPC AZ W     -   472,518.707   195,881.669   MT  0.99993710   -0 06 39.2
 FR0979;SPC AZ W     - 1,550,258.23    642,656.39   iFT  0.99993710   -0 06 39.2
 FR0979;UTM  12      - 3,905,915.419   232,344.191   MT  1.00048297   -1 41 58.1
 FR0979;UTM  11      - 3,906,234.324   778,196.362   MT  1.00055390   +1 45 59.2
 FR0979
 FR0979                          SUPERSEDED SURVEY CONTROL
 FR0979
 FR0979  NAD 83(1986)-  35 15 38.25310(N)    113 56 31.51278(W) AD(       ) 4
 FR0979  NAD 27      -  35 15 38.27000(N)    113 56 28.69600(W) AD(       ) 3
 FR0979
 FR0979.Superseded values are not recommended for survey control.
 FR0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0979.See file dsdata.txt to determine how the superseded data were derived.
 FR0979
 FR0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3234405915(NAD 83)
 FR0979_MARKER: 21 = AIRPORT BEACON
 FR0979
 FR0979  HISTORY     - Date     Condition        Report By
 FR0979  HISTORY     - 1961     FIRST OBSERVED   CGS
 FR0979  HISTORY     - 1972     GOOD             NGS
 FR0979  HISTORY     - 20080301 MARK NOT FOUND   GEOCAC
 FR0979
 FR0979                          STATION DESCRIPTION
 FR0979
 FR0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0979'STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF KINGMAN AND
 FR0979'ON THE KINGMAN MUNICIPAL AIRPORT.
 FR0979'
 FR0979'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FR0979'ROUTE 93 IN THE NORTHEAST END OF KINGMAN, GO NORTHEAST ON
 FR0979'U.S. HIGHWAY 66 FOR 5.9 MILES TO A SIDE ROAD RIGHT AND SIGN,
 FR0979'(KINGMAN AIRPORT), TURN RIGHT AND GO EASTERLY ON SURFACED
 FR0979'ROAD FOR 0.3 MILE TO T ROAD, TUR LEFT AND GO NORTHERLY FOR
 FR0979'0.2 MILE TO CURVE RIGHT, KEEP RIGHT AND GO EASTERLY FOR 0.2
 FR0979'MILE TO CROSSROAD, CONTINUE AHEAD EASTERLY FOLLOWING AIRPORT
 FR0979'SIGNS FOR 0.55 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 FR0979'NORTHERLY FOR 0.25 MILE TO LARGE HANGER ON RIGHT AND BEACON.
 FR0979'
 FR0979'STATION IS ON THE EAST END OF AIRPLANE HANGER, IS A GREEN
 FR0979'AND WHITE ROTATING LIGHT AND IS APPROXIMATELY 40 FEET HIGH.
 FR0979'
 FR0979'POINT INTERSECTED WAS CENTER OF LIGHT.
 FR0979'
 FR0979'NOTE--KINGMAN, MUNICIPAL AIRFIELD BEACON 1948 HAS BEEN
 FR0979'MOVED TO A NEW LOCATION.
 FR0979
 FR0979                          STATION RECOVERY (1972)
 FR0979
 FR0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 FR0979'THE STATION WAS RECOVERED AS DESCRIBED.
 FR0979'
 FR0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KINGMAN
 FR0979'MUNICIPAL AIRPORT.
 FR0979
 FR0979                          STATION RECOVERY (2008)
 FR0979
 FR0979'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR0979'THIS BCN HAS BEEN TAKEN DOWN AND A NEW ONE ERECTED AT MIDFIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0978 ***********************************************************************
 FR0978  DESIGNATION -  KINGMAN MUN APT CONTROL TOWER
 FR0978  PID         -  FR0978
 FR0978  STATE/COUNTY-  AZ/MOHAVE
 FR0978  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0978
 FR0978                         *CURRENT SURVEY CONTROL
 FR0978  ___________________________________________________________________
 FR0978* NAD 83(1992)-  35 15 31.35954(N)    113 56 39.98148(W)     ADJUSTED  
 FR0978* NAVD 88     -              **(meters)            **(feet)            
 FR0978  ___________________________________________________________________
 FR0978  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FR0978  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FR0978  HORZ ORDER  -  THIRD
 FR0978
 FR0978.This mark is at Kingman Airport (IGM)
 FR0978
 FR0978.The horizontal coordinates were established by classical geodetic methods
 FR0978.and adjusted by the National Geodetic Survey in August 1993.
 FR0978
 FR0978
 FR0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0978
 FR0978.The geoid height was determined by GEOID03.
 FR0978
 FR0978;                    North         East     Units Scale Factor Converg.
 FR0978;SPC AZ W     -   472,306.579   195,667.209   MT  0.99993719   -0 06 44.1
 FR0978;SPC AZ W     - 1,549,562.27    641,952.79   iFT  0.99993719   -0 06 44.1
 FR0978;UTM  12      - 3,905,709.205   232,123.813   MT  1.00048443   -1 42 02.7
 FR0978;UTM  11      - 3,906,015.150   777,988.838   MT  1.00055248   +1 45 54.0
 FR0978
 FR0978                          SUPERSEDED SURVEY CONTROL
 FR0978
 FR0978  NAD 83(1986)-  35 15 31.35541(N)    113 56 39.98132(W) AD(       ) 4
 FR0978  NAD 27      -  35 15 31.37300(N)    113 56 37.16500(W) AD(       ) 3
 FR0978
 FR0978.Superseded values are not recommended for survey control.
 FR0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0978.See file dsdata.txt to determine how the superseded data were derived.
 FR0978
 FR0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3212405709(NAD 83)
 FR0978_MARKER: 55 = TOWER
 FR0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FR0978+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 FR0978
 FR0978  HISTORY     - Date     Condition        Report By
 FR0978  HISTORY     - 1961     FIRST OBSERVED   CGS
 FR0978  HISTORY     - 1967     GOOD             CGS
 FR0978  HISTORY     - 1972     GOOD             NGS
 FR0978  HISTORY     - 1982     GOOD             NGS
 FR0978  HISTORY     - 20051020 GOOD             NGS
 FR0978  HISTORY     - 20080301 GOOD             GEOCAC
 FR0978
 FR0978                          STATION DESCRIPTION
 FR0978
 FR0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0978'STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF KINGMAN AND
 FR0978'ON THE KINGMAN MUNICIPAL AIRPORT.
 FR0978'
 FR0978'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FR0978'ROUTE 93 IN THE NORTHEAST END OF KINGMAN, GO NORTHEAST ON
 FR0978'U.S. HIGHWAY 66 FOR 5.9 MILES TO A SIDE ROAD RIGHT AND SIGN,
 FR0978'(KINGMAN AIRPORT), TURN RIGHT AND GO EASTERLY ON SURFACED
 FR0978'ROAD FOR 0.3 MILE TO T ROAD, TURN LEFT AND GO NORTHERLY FOR
 FR0978'0.2 MILE TO CURVE RIGHT, KEEP RIGHT AND GO EASTERLY FOR 0.2
 FR0978'MILE TO CROSSROAD, CONTINUE AHEAD EASTERLY FOLLOWING AIRPORT
 FR0978'SIGNS FOR 0.55 MILE TO CONTROL TOWER ON LEFT.
 FR0978'
 FR0978'STATION IS A GLASSED IN CABIN ATOP A FOUR LEG TOWER AND IS ABOUT
 FR0978'50 FEET HIGH.
 FR0978'
 FR0978'POINT INTERSECTED WAS TOP AND CENTER.
 FR0978
 FR0978                          STATION RECOVERY (1967)
 FR0978
 FR0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 FR0978'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND IN
 FR0978'GOOD CONDITION.
 FR0978'
 FR0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 FR0978'NORTHEAST OF KINGMAN.
 FR0978
 FR0978                          STATION RECOVERY (1972)
 FR0978
 FR0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 FR0978'THE STATION WAS RECOVERED AS DESCRIBED.
 FR0978'
 FR0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KINGMAN
 FR0978'MUNICIPAL AIRPORT.
 FR0978
 FR0978                          STATION RECOVERY (1982)
 FR0978
 FR0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 FR0978'STATION RECOVERED AS DESCRIBED.
 FR0978'
 FR0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NE OF
 FR0978'KINGMAN.
 FR0978
 FR0978                          STATION RECOVERY (2005)
 FR0978
 FR0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FR0978'RECOVERED IN GOOD CONDITION.
 FR0978
 FR0978                          STATION RECOVERY (2008)
 FR0978
 FR0978'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1051 ***********************************************************************
 FS1051  DESIGNATION -  KINGMAN RADIO STA KAAA MAST
 FS1051  PID         -  FS1051
 FS1051  STATE/COUNTY-  AZ/MOHAVE
 FS1051  USGS QUAD   -  KINGMAN (1980)
 FS1051
 FS1051                         *CURRENT SURVEY CONTROL
 FS1051  ___________________________________________________________________
 FS1051* NAD 83(1992)-  35 11 26.67329(N)    114 01 07.25833(W)     ADJUSTED  
 FS1051* NAVD 88     -              **(meters)            **(feet)            
 FS1051  ___________________________________________________________________
 FS1051  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 FS1051  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS1051  HORZ ORDER  -  THIRD
 FS1051
 FS1051.The horizontal coordinates were established by classical geodetic methods
 FS1051.and adjusted by the National Geodetic Survey in August 1993.
 FS1051
 FS1051
 FS1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1051
 FS1051.The geoid height was determined by GEOID03.
 FS1051
 FS1051;                    North         East     Units Scale Factor Converg.
 FS1051;SPC AZ W     -   464,782.081   188,891.087   MT  0.99994071   -0 09 17.4
 FS1051;SPC AZ W     - 1,524,875.59    619,721.41   iFT  0.99994071   -0 09 17.4
 FS1051;UTM  11      - 3,898,268.320   771,458.766   MT  1.00050826   +1 43 09.1
 FS1051;UTM  12      - 3,898,371.110   225,137.902   MT  1.00053118   -1 44 26.7
 FS1051
 FS1051                          SUPERSEDED SURVEY CONTROL
 FS1051
 FS1051  NAD 83(1986)-  35 11 26.67049(N)    114 01 07.25662(W) AD(       ) 4
 FS1051  NAD 27      -  35 11 26.68400(N)    114 01 04.43200(W) AD(       ) 3
 FS1051
 FS1051.Superseded values are not recommended for survey control.
 FS1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1051.See file dsdata.txt to determine how the superseded data were derived.
 FS1051
 FS1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU7145998268(NAD 83)
 FS1051_MARKER: 42 = RADIO/TV MAST
 FS1051
 FS1051  HISTORY     - Date     Condition        Report By
 FS1051  HISTORY     - 1961     FIRST OBSERVED   CGS
 FS1051
 FS1051                          STATION DESCRIPTION
 FS1051
 FS1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1051'STATION IS LOCATED IN THE EAST EDGE OF KINGMAN, ABOUT 1/2
 FS1051'MILE SOUTH OF STATE ROUTE 93 AND ABOUT 1/4 MILE EAST OF U.S.
 FS1051'HIGHWAY 66.
 FS1051'
 FS1051'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 93
 FS1051'IN THE EAST EDGE OF KINGMAN, GO EASTERLY ON STATE ROUTE 93 FOR
 FS1051'0.3 MILE TO JACKSON STREET, TURN RIGHT AND GO SOUTH ON JACKSON
 FS1051'STREET FOR 0.5 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO EAST
 FS1051'FOR 0.1 MILE TO STATION ON RIGHT.
 FS1051'
 FS1051'STATION IS A STEEL MAST APPROXIMATELY 200 FEET HIGH, IS
 FS1051'PAINTED RED AND WHITE AND HAS RED LIGHT ATOP.
 FS1051'
 FS1051'POINT INTERSECTED WAS RED LIGHT ATOP MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1047 ***********************************************************************
 FS1047  DESIGNATION -  KINGMAN UTIL CO TALL STK
 FS1047  PID         -  FS1047
 FS1047  STATE/COUNTY-  AZ/MOHAVE
 FS1047  USGS QUAD   -  KINGMAN (1980)
 FS1047
 FS1047                         *CURRENT SURVEY CONTROL
 FS1047  ___________________________________________________________________
 FS1047* NAD 83(1992)-  35 11 20.45307(N)    114 03 32.23035(W)     ADJUSTED  
 FS1047* NAVD 88     -              **(meters)            **(feet)            
 FS1047  ___________________________________________________________________
 FS1047  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 FS1047  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS1047  HORZ ORDER  -  THIRD
 FS1047
 FS1047.The horizontal coordinates were established by classical geodetic methods
 FS1047.and adjusted by the National Geodetic Survey in August 1993.
 FS1047
 FS1047
 FS1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1047
 FS1047.The geoid height was determined by GEOID03.
 FS1047
 FS1047;                    North         East     Units Scale Factor Converg.
 FS1047;SPC AZ W     -   464,601.054   185,223.096   MT  0.99994309   -0 10 41.0
 FS1047;SPC AZ W     - 1,524,281.67    607,687.32   iFT  0.99994309   -0 10 41.0
 FS1047;UTM  11      - 3,897,967.275   767,796.628   MT  1.00048392   +1 41 45.1
 FS1047;UTM  12      - 3,898,291.619   221,464.096   MT  1.00055625   -1 45 50.2
 FS1047
 FS1047                          SUPERSEDED SURVEY CONTROL
 FS1047
 FS1047  NAD 83(1986)-  35 11 20.45054(N)    114 03 32.22703(W) AD(       ) 4
 FS1047  NAD 27      -  35 11 20.46200(N)    114 03 29.39900(W) AD(       ) 3
 FS1047
 FS1047.Superseded values are not recommended for survey control.
 FS1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1047.See file dsdata.txt to determine how the superseded data were derived.
 FS1047
 FS1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6779797967(NAD 83)
 FS1047_MARKER: 63 = STACK
 FS1047
 FS1047  HISTORY     - Date     Condition        Report By
 FS1047  HISTORY     - 1961     FIRST OBSERVED   CGS
 FS1047
 FS1047                          STATION DESCRIPTION
 FS1047
 FS1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FS1047'STATION IS LOCATED AT THE JUNCTIONS OF U.S. HIGHWAYS 66, 466
 FS1047'AND 93 IN THE WEST EDGE OF KINGMAN.  STATION IS THE TALLEST OF
 FS1047'THREE STACKS ON TOP OF CITIZENS UTILITES CO. POWER PLANT
 FS1047'BUILDING, APPROXIMATELY 80 FEET HIGH AND PAINTED SILVER WITH
 FS1047'A BLACK TOP.
 FS1047'
 FS1047'THE POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1893 ***********************************************************************
 DU1893  DESIGNATION -  KINGS CROWN
 DU1893  PID         -  DU1893
 DU1893  STATE/COUNTY-  AZ/PINAL
 DU1893  USGS QUAD   -  SUPERIOR (1981)
 DU1893
 DU1893                         *CURRENT SURVEY CONTROL
 DU1893  ___________________________________________________________________
 DU1893* NAD 83(1992)-  33 19 53.77099(N)    111 04 15.76120(W)     ADJUSTED  
 DU1893* NAVD 88     -      1689.6    (meters)    5543.     (feet)  VERTCON   
 DU1893  ___________________________________________________________________
 DU1893  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 DU1893  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DU1893  HORZ ORDER  -  THIRD
 DU1893
 DU1893.The horizontal coordinates were established by classical geodetic methods
 DU1893.and adjusted by the National Geodetic Survey in August 1993.
 DU1893
 DU1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1893
 DU1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1893
 DU1893.The geoid height was determined by GEOID03.
 DU1893
 DU1893;                    North         East     Units Scale Factor Converg.
 DU1893;SPC AZ C     -   258,844.325   292,082.412   MT  0.99997638   +0 27 52.8
 DU1893;SPC AZ C     -   849,226.79    958,275.63   iFT  0.99997638   +0 27 52.8
 DU1893;UTM  12      - 3,688,051.722   493,388.230   MT  0.99960054   -0 02 20.5
 DU1893
 DU1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1893!SPC AZ C     -   0.99973922  x   0.99997638  =   0.99971561
 DU1893!UTM  12      -   0.99973922  x   0.99960054  =   0.99933986
 DU1893
 DU1893|---------------------------------------------------------------------|
 DU1893| PID    Reference Object                     Distance      Geod. Az  |
 DU1893|                                                           dddmmss.s |
 DU1893| DU1916 KINGS CROWN RM 1                      6.797 METERS 11830     |
 DU1893| DU1883 APACHE                              APPROX. 7.7 KM 1733655.5 |
 DU1893|---------------------------------------------------------------------|
 DU1893
 DU1893                          SUPERSEDED SURVEY CONTROL
 DU1893
 DU1893  NAD 83(1986)-  33 19 53.76650(N)    111 04 15.76186(W) AD(       ) 3
 DU1893  NGVD 29 (09/20/88) 1688.9    (m)         5541.     (f) VERT ANG    3  
 DU1893
 DU1893.Superseded values are not recommended for survey control.
 DU1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1893.See file dsdata.txt to determine how the superseded data were derived.
 DU1893
 DU1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9338888052(NAD 83)
 DU1893_MARKER: DS = TRIANGULATION STATION DISK
 DU1893_SETTING: 80 = SET IN A BOULDER
 DU1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1893+STABILITY: SURFACE MOTION
 DU1893
 DU1893  HISTORY     - Date     Condition        Report By
 DU1893  HISTORY     - 1946     MONUMENTED       USGS
 DU1893
 DU1893                          STATION DESCRIPTION
 DU1893
 DU1893'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1893'LOCATED ABOUT 2 MI NE. OF SUPERIOR, ABOUT 0.5 MI E. OF SILVER
 DU1893'KING MINE.  ON HIGHEST, PROMINENT, ROCKY POINT OF RIDGE.
 DU1893'
 DU1893'TO REACH FROM SUPERIOR POST OFFICE, TAKE U.S. HWYS. 60 AND 70 1.7
 DU1893'MI W.  TURN RIGHT ON SILVER KING RD. 0.6 MI TO RD. FORKS.  TAKE RIGHT
 DU1893'FORK 4 MI N. TO ABANDONED SILVER KING MINE.  CLIMB E. TO SUMMIT OF
 DU1893'RIDGE.  GO LEFT (N.) OVER FIRST POINT (QUEENS CROWN) DOWN OVER
 DU1893'SADDLE THEN UP TO SUMMIT AND STATION.
 DU1893'
 DU1893'STATION MARK--STANDARD TABLET STAMPED---KINGS CROWN 1946---,
 DU1893'CEMENTED IN BOULDER FLUSH WITH GROUND.
 DU1893'
 DU1893'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2278 ***********************************************************************
 DU2278  DESIGNATION -  KINGS CROWN
 DU2278  PID         -  DU2278
 DU2278  STATE/COUNTY-  AZ/PINAL
 DU2278  USGS QUAD   -  SUPERIOR (1981)
 DU2278
 DU2278                         *CURRENT SURVEY CONTROL
 DU2278  ___________________________________________________________________
 DU2278* NAD 83(1992)-  33 19 53.75687(N)    111 04 15.77161(W)     ADJUSTED  
 DU2278* NAVD 88     -      1689.6    (meters)    5543.     (feet)  VERTCON   
 DU2278  ___________________________________________________________________
 DU2278  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 DU2278  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DU2278  HORZ ORDER  -  THIRD
 DU2278
 DU2278.The horizontal coordinates were established by classical geodetic methods
 DU2278.and adjusted by the National Geodetic Survey in August 1993.
 DU2278
 DU2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2278
 DU2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2278
 DU2278.The geoid height was determined by GEOID03.
 DU2278
 DU2278;                    North         East     Units Scale Factor Converg.
 DU2278;SPC AZ C     -   258,843.888   292,082.146   MT  0.99997638   +0 27 52.8
 DU2278;SPC AZ C     -   849,225.35    958,274.76   iFT  0.99997638   +0 27 52.8
 DU2278;UTM  12      - 3,688,051.287   493,387.960   MT  0.99960054   -0 02 20.5
 DU2278
 DU2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2278!SPC AZ C     -   0.99973922  x   0.99997638  =   0.99971561
 DU2278!UTM  12      -   0.99973922  x   0.99960054  =   0.99933986
 DU2278
 DU2278                          SUPERSEDED SURVEY CONTROL
 DU2278
 DU2278  NAD 83(1986)-  33 19 53.75516(N)    111 04 15.77352(W) AD(       ) 3
 DU2278  NGVD 29 (04/26/91) 1688.9    (m)         5541.     (f) VERT ANG    3  
 DU2278
 DU2278.Superseded values are not recommended for survey control.
 DU2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2278.See file dsdata.txt to determine how the superseded data were derived.
 DU2278
 DU2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9338888051(NAD 83)
 DU2278_MARKER: DD = SURVEY DISK
 DU2278_SETTING: 66 = SET IN ROCK OUTCROP
 DU2278_SP_SET: SET IN BEDROCK
 DU2278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2278+STABILITY: POSITION/ELEVATION WELL
 DU2278
 DU2278  HISTORY     - Date     Condition        Report By
 DU2278  HISTORY     - 1899     MONUMENTED       USGS
 DU2278
 DU2278                          STATION DESCRIPTION
 DU2278
 DU2278'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2278'LOCATED ABOUT 1 MI E. OF SILVER KING MINE.  ON HIGHEST PART OF
 DU2278'MTN. OVERLOOKING QUEENS CROWN, ON CRAGGY HEAP OF ROCK KNOWN AS
 DU2278'KINGS CROWN.
 DU2278'
 DU2278'TO REACH NOT GIVEN.
 DU2278'
 DU2278'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2278'ROCK UNDER ROCK CAIRN 5 FT IN DIAMETER AND 8 FT HIGH.
 DU2278'
 DU2278'RMS--NONE SET.
 DU2278'
 DU2278'NOTE--IN 1946 STATION MARK WAS REPORTED DESTROYED.  NEW STATION
 DU2278'ALSO CALLED KINGS CROWN USGS WAS SET IN SAME POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5747 ***********************************************************************
 DH5747  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5747  DESIGNATION -  KINGS RANCH
 DH5747  PID         -  DH5747
 DH5747  STATE/COUNTY-  AZ/COCHISE
 DH5747  USGS QUAD   -  NICKSVILLE (1983)
 DH5747
 DH5747                         *CURRENT SURVEY CONTROL
 DH5747  ___________________________________________________________________
 DH5747* NAD 83(2007)-  31 25 21.89607(N)    110 12 25.05462(W)     ADJUSTED  
 DH5747* NAVD 88     -      1416.15   (meters)    4646.2    (feet)  GPS OBS   
 DH5747  ___________________________________________________________________
 DH5747  EPOCH DATE  -        2007.00
 DH5747  X           -  -1,882,112.048 (meters)                     COMP
 DH5747  Y           -  -5,113,513.952 (meters)                     COMP
 DH5747  Z           -   3,306,704.493 (meters)                     COMP
 DH5747  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DH5747  ELLIP HEIGHT-        1388.124 (meters)          (02/10/07) ADJUSTED
 DH5747  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DH5747
 DH5747  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5747  Type    PID    Designation                      North   East  Ellip
 DH5747  -------------------------------------------------------------------
 DH5747  NETWORK DH5747 KINGS RANCH                       1.96   1.86   6.02
 DH5747  -------------------------------------------------------------------
 DH5747
 DH5747.The horizontal coordinates were established by GPS observations
 DH5747.and adjusted by the National Geodetic Survey in February 2007.
 DH5747
 DH5747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5747.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5747.The horizontal coordinates are valid at the epoch date displayed above.
 DH5747.The epoch date for horizontal control is a decimal equivalence
 DH5747.of Year/Month/Day.
 DH5747
 DH5747.The orthometric height was determined by GPS observations and a
 DH5747.high-resolution geoid model.
 DH5747.The orthometric height was determined by GPS observations and a
 DH5747.high-resolution geoid model using precise GPS observation and
 DH5747.processing techniques.
 DH5747
 DH5747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5747
 DH5747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5747
 DH5747.The ellipsoidal height was determined by GPS observations
 DH5747.and is referenced to NAD 83.
 DH5747
 DH5747.The geoid height was determined by GEOID03.
 DH5747
 DH5747;                    North         East     Units Scale Factor Converg.
 DH5747;SPC AZ E     -    46,867.500   209,529.315   MT  0.99990018   -0 01 15.6
 DH5747;SPC AZ E     -   153,764.76    687,432.14   iFT  0.99990018   -0 01 15.6
 DH5747;UTM  12      - 3,476,726.631   575,373.500   MT  0.99967007   +0 24 48.5
 DH5747
 DH5747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5747!SPC AZ E     -   0.99978207  x   0.99990018  =   0.99968228
 DH5747!UTM  12      -   0.99978207  x   0.99967007  =   0.99945222
 DH5747
 DH5747                          SUPERSEDED SURVEY CONTROL
 DH5747
 DH5747  NAD 83(1992)-  31 25 21.89596(N)    110 12 25.05426(W) AD(       ) B
 DH5747  ELLIP H (08/22/05) 1388.143  (m)                       GP(       ) 4 2
 DH5747
 DH5747.Superseded values are not recommended for survey control.
 DH5747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5747.See file dsdata.txt to determine how the superseded data were derived.
 DH5747
 DH5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7537476727(NAD 83)
 DH5747_MARKER: DD = SURVEY DISK
 DH5747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5747_STAMPING: KINGS RANCH 2004
 DH5747_MARK LOGO: AZ-003
 DH5747_PROJECTION: FLUSH
 DH5747_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5747+STABILITY: SURFACE MOTION
 DH5747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5747+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5747
 DH5747  HISTORY     - Date     Condition        Report By
 DH5747  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5747
 DH5747                          STATION DESCRIPTION
 DH5747
 DH5747'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5747'FROM THE POST OFFICE ON HWY 92 IN BIBEE, ARIZONA GO WEST 15.1 MILES TO
 DH5747'KINGS RANCH ROAD. TURN RIGHT AND TRAVEL NORTH 1.48 MILES TO CALLE
 DH5747'CIELO GRANDE, STAY ON THE WEST SIDE OF THE ROAD AND CONTINUING NORTH
 DH5747'FOR .5 MILE TO THREE CANYONS ROAD. TURN LEFT AND GO WEST FOR 2.0
 DH5747'MILES. TURN RIGHT AND HEAD NORTH ALONG A FENCELINE AND NARROW ROAD .93
 DH5747'MILES TO POINT. STATION IS APPROXIMATELY 50 FEET WEST OF THE FENCE
 DH5747'LINE.
 DH5747' 
 DH5747'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT 15 INCHS BY 40
 DH5747'INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7531 ***********************************************************************
 DK7531  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7531  DESIGNATION -  KIPER
 DK7531  PID         -  DK7531
 DK7531  STATE/COUNTY-  AZ/COCHISE
 DK7531  USGS QUAD   -  GALLETA FLAT WEST (1973)
 DK7531
 DK7531                         *CURRENT SURVEY CONTROL
 DK7531  ___________________________________________________________________
 DK7531* NAD 83(2007)-  32 01 47.73026(N)    110 24 41.62281(W)     ADJUSTED  
 DK7531* NAVD 88     -      1200.13   (meters)    3937.4    (feet)  GPS OBS   
 DK7531  ___________________________________________________________________
 DK7531  EPOCH DATE  -        2007.00
 DK7531  X           -  -1,887,946.397 (meters)                     COMP
 DK7531  Y           -  -5,073,401.048 (meters)                     COMP
 DK7531  Z           -   3,363,866.790 (meters)                     COMP
 DK7531  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DK7531  ELLIP HEIGHT-        1172.282 (meters)          (11/28/08) ADJUSTED
 DK7531  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DK7531  HORZ ORDER  -  B
 DK7531  ELLP ORDER  -  FOURTH    CLASS II
 DK7531
 DK7531.The horizontal coordinates were established by GPS observations
 DK7531.and adjusted by the National Geodetic Survey in November 2008.
 DK7531
 DK7531.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7531.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7531.The horizontal coordinates are valid at the epoch date displayed above.
 DK7531.The epoch date for horizontal control is a decimal equivalence
 DK7531.of Year/Month/Day.
 DK7531
 DK7531.The orthometric height was determined by GPS observations and a
 DK7531.high-resolution geoid model.
 DK7531.The orthometric height was determined by GPS observations and a
 DK7531.high-resolution geoid model using precise GPS observation and
 DK7531.processing techniques.
 DK7531
 DK7531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7531
 DK7531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7531
 DK7531.The ellipsoidal height was determined by GPS observations
 DK7531.and is referenced to NAD 83.
 DK7531
 DK7531.The geoid height was determined by GEOID03.
 DK7531
 DK7531;                    North         East     Units Scale Factor Converg.
 DK7531;SPC AZ E     -   114,211.213   190,228.882   MT  0.99990660   -0 07 47.6
 DK7531;SPC AZ E     -   374,708.70    624,110.51   iFT  0.99990660   -0 07 47.6
 DK7531;UTM  12      - 3,543,903.998   555,563.495   MT  0.99963807   +0 18 43.5
 DK7531
 DK7531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7531!SPC AZ E     -   0.99981597  x   0.99990660  =   0.99972258
 DK7531!UTM  12      -   0.99981597  x   0.99963807  =   0.99945410
 DK7531
 DK7531                          SUPERSEDED SURVEY CONTROL
 DK7531
 DK7531.No superseded survey control is available for this station.
 DK7531
 DK7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5556343904(NAD 83)
 DK7531_MARKER: DD = SURVEY DISK
 DK7531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7531_STAMPING: KIPER 2005
 DK7531_MARK LOGO: AZ-003
 DK7531_PROJECTION: FLUSH
 DK7531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7531+STABILITY: SURFACE MOTION
 DK7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7531+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7531
 DK7531  HISTORY     - Date     Condition        Report By
 DK7531  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7531
 DK7531                          STATION DESCRIPTION
 DK7531
 DK7531'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7531'ON INTERSTATE 10 TRAVELING WEST FROM BENSON ARIZONA TAKE EXIT 297 ON
 DK7531'MESCAL ROAD AND TRAVEL NORTH ON MESCAL ROAD FOR APPROXIMATELY 4.21
 DK7531'MILE  TO A DIRT ROAD ON THE EAST SIDE OF THE ROAD.  TAKE SAID ROAD
 DK7531'EAST FOR 0.47 MILE TO A GATE, TRAVEL THROUGH THE GATE AND CONTINUE
 DK7531'EASTERLY FOR 0.44 MILE TO A Y IN THE ROAD.  GO RIGHT AND HEAD
 DK7531'SOUTHEASTERLY FOR 0.15 MILE TO THE STATION.
 DK7531' 
 DK7531'THE STATION IS A 3 INCH BRASS DSK SET IN A CONCRETE MONUMENT.  IT IS
 DK7531'STAMPED KIPER 2005. IT IS A COCHISE COUNTY HIGHWAY AND FLOODPLAIN
 DK7531'DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0979 ***********************************************************************
 ET0979  DESIGNATION -  KIRKLAND
 ET0979  PID         -  ET0979
 ET0979  STATE/COUNTY-  AZ/YAVAPAI
 ET0979  USGS QUAD   -  WEAVER PEAK (1969)
 ET0979
 ET0979                         *CURRENT SURVEY CONTROL
 ET0979  ___________________________________________________________________
 ET0979* NAD 83(1992)-  34 19 38.06460(N)    112 48 36.42071(W)     ADJUSTED  
 ET0979* NAVD 88     -      2006.     (meters)    6581.     (feet)  VERTCON   
 ET0979  ___________________________________________________________________
 ET0979  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 ET0979  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 ET0979  HORZ ORDER  -  SECOND
 ET0979
 ET0979.The horizontal coordinates were established by classical geodetic methods
 ET0979.and adjusted by the National Geodetic Survey in August 1993.
 ET0979
 ET0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0979
 ET0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0979
 ET0979.The geoid height was determined by GEOID03.
 ET0979
 ET0979;                    North         East     Units Scale Factor Converg.
 ET0979;SPC AZ C     -   369,310.953   131,143.656   MT  0.99998329   -0 30 13.9
 ET0979;SPC AZ C     - 1,211,650.11    430,261.34   iFT  0.99998329   -0 30 13.9
 ET0979;UTM  12      - 3,799,924.369   333,473.191   MT  0.99994183   -1 01 15.6
 ET0979
 ET0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0979!SPC AZ C     -   0.99968962  x   0.99998329  =   0.99967291
 ET0979!UTM  12      -   0.99968962  x   0.99994183  =   0.99963146
 ET0979
 ET0979:                Primary Azimuth Mark                     Grid Az
 ET0979:SPC AZ C     -  6391                                     133 49 55.1
 ET0979:UTM  12      -  6391                                     134 20 56.8
 ET0979
 ET0979|---------------------------------------------------------------------|
 ET0979| PID    Reference Object                     Distance      Geod. Az  |
 ET0979|                                                           dddmmss.s |
 ET0979| ET0960 6391                                APPROX.17.2 KM 1331941.2 |
 ET0979|---------------------------------------------------------------------|
 ET0979
 ET0979                          SUPERSEDED SURVEY CONTROL
 ET0979
 ET0979  NAD 83(1986)-  34 19 38.06299(N)    112 48 36.42495(W) AD(       ) 2
 ET0979  NAD 27      -  34 19 37.97855(N)    112 48 33.77353(W) AD(       ) 2
 ET0979  NGVD 29 (07/19/86) 2005.     (m)         6578.     (f) VERT ANG    3  
 ET0979
 ET0979.Superseded values are not recommended for survey control.
 ET0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0979.See file dsdata.txt to determine how the superseded data were derived.
 ET0979
 ET0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3347399924(NAD 83)
 ET0979_MARKER: DS = TRIANGULATION STATION DISK
 ET0979_SETTING: 66 = SET IN ROCK OUTCROP
 ET0979_SP_SET: SET IN BEDROCK
 ET0979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0979+STABILITY: POSITION/ELEVATION WELL
 ET0979
 ET0979  HISTORY     - Date     Condition        Report By
 ET0979  HISTORY     - 1902     MONUMENTED       USGS
 ET0979  HISTORY     - 1935     GOOD             USFS
 ET0979
 ET0979                          STATION DESCRIPTION
 ET0979
 ET0979'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0979'LOCATED 10 MI SW. OF KIRKLAND.  ON HIGHEST PEAK OF WEAVER MTNS.
 ET0979'
 ET0979'TO REACH NOT GIVEN.
 ET0979'
 ET0979'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 ET0979'ROCK.
 ET0979'
 ET0979'RMS--NONE SET.
 ET0979
 ET0979                          STATION RECOVERY (1935)
 ET0979
 ET0979'RECOVERY NOTE BY US FOREST SERVICE 1935
 ET0979'STATION IS ON THE HIGHEST PEAK OF WEAVER MOUNTAIN, 10 MILES
 ET0979'SW OF THE TOWN OF KIRKLAND.
 ET0979'
 ET0979'STATION MARK IS A STANDARD U.S.G.S. TABLET IN GRANITE LEDGE
 ET0979'ROCK, UNSTAMPED.
 ET0979'
 ET0979'TO REACH STATION FROM PRESCOTT, TAKE PRESCOTT-PHOENIX HIGHWAY
 ET0979'SOUTHERLY TO PEEPLES VALLEY, THENCE TURN WESTWARDLY ON RANCH
 ET0979'ROAD S OF SECOND SMALL RANCHHOUSE AND CONTINUE ON THIS ROAD
 ET0979'TO ITS END AT SMALL SHEEP RANCH, THENCE WESTWARDLY UP MOUNTAIN.
 ET0979'IT IS ABOUT A 4 HOURS CLIMB TO TOP OF MOUNTAIN AND STATION.
 ET0979'
 ET0979'SIGNAL--FLUTTER FLAGS ON 8-FOOT POLE SUPPORTED BY 6-FOOT ROCK
 ET0979'CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2520 ***********************************************************************
 CZ2520  DESIGNATION -  KITT ROAD
 CZ2520  PID         -  CZ2520
 CZ2520  STATE/COUNTY-  AZ/PIMA
 CZ2520  USGS QUAD   -  PAN TAK (1979)
 CZ2520
 CZ2520                         *CURRENT SURVEY CONTROL
 CZ2520  ___________________________________________________________________
 CZ2520* NAD 83(2007)-  32 01 21.17820(N)    111 34 36.65931(W)     ADJUSTED  
 CZ2520* NAVD 88     -       993.9    (meters)    3261.     (feet)  GPS OBS   
 CZ2520  ___________________________________________________________________
 CZ2520  EPOCH DATE  -        2007.00
 CZ2520  X           -  -1,990,826.742 (meters)                     COMP
 CZ2520  Y           -  -5,034,196.190 (meters)                     COMP
 CZ2520  Z           -   3,363,062.714 (meters)                     COMP
 CZ2520  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CZ2520  ELLIP HEIGHT-         963.769 (meters)          (02/10/07) ADJUSTED
 CZ2520  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ2520
 CZ2520  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2520  Type    PID    Designation                      North   East  Ellip
 CZ2520  -------------------------------------------------------------------
 CZ2520  NETWORK CZ2520 KITT ROAD                         1.59   1.41   5.29
 CZ2520  -------------------------------------------------------------------
 CZ2520
 CZ2520.The horizontal coordinates were established by GPS observations
 CZ2520.and adjusted by the National Geodetic Survey in February 2007.
 CZ2520
 CZ2520.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2520.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2520.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2520.The epoch date for horizontal control is a decimal equivalence
 CZ2520.of Year/Month/Day.
 CZ2520
 CZ2520.The orthometric height was determined by GPS observations and a
 CZ2520.high-resolution geoid model.
 CZ2520
 CZ2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2520
 CZ2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2520
 CZ2520.The ellipsoidal height was determined by GPS observations
 CZ2520.and is referenced to NAD 83.
 CZ2520
 CZ2520.The geoid height was determined by GEOID03.
 CZ2520
 CZ2520;                    North         East     Units Scale Factor Converg.
 CZ2520;SPC AZ C     -   113,417.694   245,459.374   MT  0.99991270   +0 10 48.7
 CZ2520;SPC AZ C     -   372,105.30    805,312.91   iFT  0.99991270   +0 10 48.7
 CZ2520;UTM  12      - 3,543,080.548   445,526.386   MT  0.99963659   -0 18 21.2
 CZ2520
 CZ2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2520!SPC AZ C     -   0.99984869  x   0.99991270  =   0.99976141
 CZ2520!UTM  12      -   0.99984869  x   0.99963659  =   0.99948534
 CZ2520
 CZ2520                          SUPERSEDED SURVEY CONTROL
 CZ2520
 CZ2520  ELLIP H (11/21/00)  963.814  (m)                       GP(       ) 3 1
 CZ2520  NAD 83(1986)-  32 01 21.17059(N)    111 34 36.65781(W) AD(       ) B
 CZ2520  NAD 83(1992)-  32 01 21.17710(N)    111 34 36.65812(W) AD(       ) B
 CZ2520  ELLIP H (09/30/92)  963.870  (m)                       GP(       ) 2 1
 CZ2520
 CZ2520.Superseded values are not recommended for survey control.
 CZ2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2520.See file dsdata.txt to determine how the superseded data were derived.
 CZ2520
 CZ2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA4552643081(NAD 83)
 CZ2520_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2520_SP_SET: CONCRETE POST
 CZ2520_STAMPING: KITT ROAD 1992
 CZ2520_MARK LOGO: NGS   
 CZ2520_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2520+STABILITY: SURFACE MOTION
 CZ2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2520+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CZ2520
 CZ2520  HISTORY     - Date     Condition        Report By
 CZ2520  HISTORY     - 1992     MONUMENTED       NGS
 CZ2520  HISTORY     - 19970306 GOOD             USPSQD
 CZ2520  HISTORY     - 20010909 GOOD             INDIV
 CZ2520
 CZ2520                          STATION DESCRIPTION
 CZ2520
 CZ2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2520'THE STATION IS LOCATED ABOUT 56 KM (34.8 MI) SOUTHWEST OF TUSCON, 31
 CZ2520'KM (19.3 MI) NORTHEAST OF SELLS, 0.48 KM (0.30 MI) SOUTH OF THE
 CZ2520'JUNCTION OF STATE HIGHWAYS 86 AND 386, IN THE PAPAGO INDIAN
 CZ2520'RESERVATION, ON THE RIGHT-OF-WAY OF HIGHWAY 386 (ROAD TO KITT PEAK),
 CZ2520'AT A GATE ACROSS THE HIGHWAY.  OWNERSHIP--STATE DEPARTMENT OF
 CZ2520'TRANSPORTATION.
 CZ2520'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 286 AT
 CZ2520'THREE POINTS (ALSO CALLED ROBLES JUNCTION), ABOUT 35 KM (21.7 MI)
 CZ2520'SOUTHWEST OF TUSCON, GO SOUTHWEST ON HIGHWAY 86 FOR ABOUT 27 KM
 CZ2520'(16.8 MI) TO ITS JUNCTION WITH HIGHWAY 386 ON THE LEFT.  TURN LEFT,
 CZ2520'SOUTH, ON HIGHWAY 386 FOR 0.48 KM (0.30 MI) TO THE GATE ACROSS THE
 CZ2520'ROAD AND THE STATION ON THE RIGHT.
 CZ2520'THE STATION IS A STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH
 CZ2520'THE GROUND.  LOCATED 40 M (131.2 FT) NORTH ALONG THE ROAD FROM THE
 CZ2520'NORTH END OF A LONG CONCRETE CULVERT HEADWALL, 17.1 M (56.1 FT)
 CZ2520'NORTHWEST OF A STEEL PIPE GATE POST, 13.4 M (44.0 FT) WEST OF AND
 CZ2520'LEVEL WITH THE HIGHWAY CENTER, 8.4 M (27.6 FT) WEST-NORTHWEST OF A
 CZ2520'PIPE SUPPORTING A MAILBOX AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS
 CZ2520'WITNESS POST.
 CZ2520
 CZ2520                          STATION RECOVERY (1997)
 CZ2520
 CZ2520'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2520'RECOVERED IN GOOD CONDITION.
 CZ2520
 CZ2520                          STATION RECOVERY (2001)
 CZ2520
 CZ2520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ2520'FOUND 45 FEET WEST OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1127 ***********************************************************************
 CG1127  DESIGNATION -  KITTS
 CG1127  PID         -  CG1127
 CG1127  STATE/COUNTY-  AZ/PIMA
 CG1127  USGS QUAD   -  KITT PEAK (1982)
 CG1127
 CG1127                         *CURRENT SURVEY CONTROL
 CG1127  ___________________________________________________________________
 CG1127* NAD 83(1992)-  31 57 53.70923(N)    111 35 57.40489(W)     ADJUSTED  
 CG1127* NAVD 88     -      2098.8    (meters)    6886.     (feet)  VERTCON   
 CG1127  ___________________________________________________________________
 CG1127  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CG1127  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CG1127  HORZ ORDER  -  SECOND
 CG1127
 CG1127.The horizontal coordinates were established by classical geodetic methods
 CG1127.and adjusted by the National Geodetic Survey in August 1993.
 CG1127
 CG1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1127
 CG1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1127
 CG1127.The geoid height was determined by GEOID03.
 CG1127
 CG1127;                    North         East     Units Scale Factor Converg.
 CG1127;SPC AZ C     -   107,021.416   243,359.426   MT  0.99991110   +0 10 04.9
 CG1127;SPC AZ C     -   351,120.13    798,423.31   iFT  0.99991110   +0 10 04.9
 CG1127;UTM  12      - 3,536,704.047   443,372.884   MT  0.99963955   -0 19 02.2
 CG1127
 CG1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1127!SPC AZ C     -   0.99967527  x   0.99991110  =   0.99958640
 CG1127!UTM  12      -   0.99967527  x   0.99963955  =   0.99931493
 CG1127
 CG1127:                Primary Azimuth Mark                     Grid Az
 CG1127:SPC AZ C     -  BIG MOUNTAIN                             012 23 35.1
 CG1127:UTM  12      -  BIG MOUNTAIN                             012 52 42.2
 CG1127
 CG1127|---------------------------------------------------------------------|
 CG1127| PID    Reference Object                     Distance      Geod. Az  |
 CG1127|                                                           dddmmss.s |
 CG1127| CZ1944 BIG MOUNTAIN                        APPROX.85.7 KM 0123340.0 |
 CG1127| CZ1943 PICACHO PEAK                        APPROX.76.6 KM 0140456.8 |
 CG1127| CH5805 KITTS AZ MK                                        0312412.5 |
 CG1127| CZ0778 A 113                               APPROX.29.9 KM 0651552.6 |
 CG1127| CZ1972 BLACK HILLS                         APPROX.52.8 KM 0750235.0 |
 CG1127| CG1075 HELMET PEAK MINERAL HILL            APPROX.49.0 KM 0893647.1 |
 CG1127| CH5806 KITTS RM 1                            4.129 METERS 12605     |
 CG1127| CG1129 COMOBABI PEAK                       APPROX.21.5 KM 1790718.6 |
 CG1127| CH5808 KITTS RM 3                            3.721 METERS 23211     |
 CG1127| CH5807 KITTS RM 2                            1.669 METERS 32233     |
 CG1127| CZ2015 SANTA ROSA                          APPROX.49.8 KM 3282630.9 |
 CG1127| CZ1999 SAWTOOTH                            APPROX.59.6 KM 3530850.0 |
 CG1127|---------------------------------------------------------------------|
 CG1127
 CG1127                          SUPERSEDED SURVEY CONTROL
 CG1127
 CG1127  NAD 83(1986)-  31 57 53.70338(N)    111 35 57.40387(W) AD(       ) 2
 CG1127  NAD 27      -  31 57 53.42500(N)    111 35 54.98500(W) AD(       ) 2
 CG1127  NGVD 29 (07/19/86) 2098.0    (m)         6883.     (f) VERT ANG    3  
 CG1127
 CG1127.Superseded values are not recommended for survey control.
 CG1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1127.See file dsdata.txt to determine how the superseded data were derived.
 CG1127
 CG1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA4337336704(NAD 83)
 CG1127
 CG1127  HISTORY     - Date     Condition        Report By
 CG1127  HISTORY     - 1920     MONUMENTED       CGS
 CG1127  HISTORY     - 1938     GOOD             CGS
 CG1127  HISTORY     - 1959     POOR             CGS
 CG1127  HISTORY     - 1978     GOOD             AZDT
 CG1127  HISTORY     - 19970306 GOOD             USPSQD
 CG1127  HISTORY     - 20010909 GOOD             INDIV
 CG1127  HISTORY     - 20070519 GOOD             INDIV
 CG1127
 CG1127                          STATION DESCRIPTION
 CG1127
 CG1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CG1127'ABOUT 40 MILES, AIR LINE, SOUTHWEST OF TUCSON, 2-1/2 MILES
 CG1127'SOUTH-SOUTHWEST OF COYOTE VILLAGE, ON THE PAPAGO INDIAN
 CG1127'RESERVATION, ON THE HIGHEST PART OF THE ROCKY RIDGE AT THE
 CG1127'NORTH END OF THE BABOQUIVARI MOUNTAIN RANGE (LOCALLY KNOWN
 CG1127'AS BLACK MOUNTAIN) THAT HAS A NOTICEABLE GROWTH OF TIMBER
 CG1127'ON TOP AND THE EASTERN SLOPE AND LIES ABOUT 5 MILES, AIR LINE,
 CG1127'SOUTHWEST OF A JAGGED ROCKY RANGE KNOWN AS THE COYOTE MOUNTAIN
 CG1127'RANGE, AMONG THE LARGE CLUMP OF WHITE GRANITE BOULDERS THAT
 CG1127'FORM THE HIGHEST PART.  MARKED BY A STANDARD BRONZE DISK
 CG1127'SET IN BEDROCK.  REFERENCE MARK NO. 1,
 CG1127'A STANDARD BRONZE REFERENCE DISK, IS SET IN TOP
 CG1127'OF LARGE DETACHED ROCK FRAGMENT AND IS 4.130 METERS (13.55
 CG1127'FEET) FROM STATION S 53 DEG 54 MIN E. REFERENCE
 CG1127'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS AT
 CG1127'NORTH EDGE OF THE SUMMIT AND SET IN BEDROCK AND IS
 CG1127'1.669 METERS (5.48 FEET) FROM STATION N 37 DEG 27 MIN W.
 CG1127'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 CG1127'IS AT COYOTE INDIAN VILLAGE ON THE NORTHWEST SIDE OF
 CG1127'THE TRACK ROAD LEADING THROUGH THE VILLAGE, AT THE VILLAGE
 CG1127'CHURCH, 21 YARDS SOUTH OF THE SOUTH CORNER OF THE CHURCH, AND 2
 CG1127'1/2 MILES FROM STATION N 31 DEG 23 MIN E.
 CG1127
 CG1127                          STATION RECOVERY (1959)
 CG1127
 CG1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLF)
 CG1127'STATION DISK IS IN PROPER LOCATION BUT THE GROAT HAS BEEN
 CG1127'BROKEN OUT SO THAT THE DISC CAN BE LIFTED OUT OF PLACE.  EVIDENCE
 CG1127'OF ANOTHER MONUMENT (R.M. NO. 2) (DRILL HOLE AND GROAT) ABOUT
 CG1127'6 FEET NORTHWEST, AND NO DISC FOUND.
 CG1127
 CG1127                          STATION RECOVERY (1978)
 CG1127
 CG1127'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CG1127'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 CG1127'CONDITION.  REFERENCE MARK 2 HAD BEEN DESTROYED AND REFERENCE MARK 3
 CG1127'WAS ESTABLISHED AT THIS TIME.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 CG1127'NOT RECOVERED.
 CG1127'
 CG1127'TO REACH THE STATION FROM THE JUNCTION OF MISSION AND AJO ROADS IN
 CG1127'TUCSON, TRAVEL WEST ON STATE HIGHWAY 86 FOR 36.9 MILES TO JUNCTION
 CG1127'WITH STATE ROUTE 386.  TURN LEFT ALONG 386 AND FOLLOW ROAD TO THE
 CG1127'SUMMIT.  CHECK IN AT THE ADMINISTRATION BUILDING AND INFORM PERSONNEL
 CG1127'OF YOUR PRESENCE ON THE MOUNTAIN.  THE STATION IS LOCATED ON THE NORTH
 CG1127'EAST END OF THE MOUNTAIN ON A PROMINENT HIGH POINT ABOUT 200 FEET
 CG1127'NORTH-EAST OF THE 4 METER TELESCOPE.  A 10 MINUTE PACK.
 CG1127
 CG1127                          STATION RECOVERY (1997)
 CG1127
 CG1127'RECOVERY NOTE BY US POWER SQUADRON 1997
 CG1127'RECOVERED IN GOOD CONDITION.
 CG1127
 CG1127                          STATION RECOVERY (2001)
 CG1127
 CG1127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CG1127'MEASURED GPS COORDS, N31 57 53.9, W111 35 57.4, ELEV. 6885 FT.
 CG1127
 CG1127                          STATION RECOVERY (2007)
 CG1127
 CG1127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JKM)
 CG1127' 
 CG1127'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 CG1127'CONDITION.  REFERENCE MARK 2 IS MISSING (THOUGH THE DRILL HOLE AND
 CG1127'CEMENT ARE STILL EVIDENT), AS NOTED IN THE 1959 RECOVERY.  THE AZIMUTH
 CG1127'MARK WAS NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0739 ***********************************************************************
 CG0739  DESIGNATION -  KK 118
 CG0739  PID         -  CG0739
 CG0739  STATE/COUNTY-  AZ/PIMA
 CG0739  USGS QUAD   -  TOPAWA (1979)
 CG0739
 CG0739                         *CURRENT SURVEY CONTROL
 CG0739  ___________________________________________________________________
 CG0739* NAD 83(1986)-  31 46 55.     (N)    111 50 48.     (W)     SCALED    
 CG0739* NAVD 88     -       733.21   (+/-2cm)    2405.5    (feet)  VERTCON   
 CG0739  ___________________________________________________________________
 CG0739  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 CG0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0739
 CG0739.The horizontal coordinates were scaled from a topographic map and have
 CG0739.an estimated accuracy of +/- 6 seconds.
 CG0739
 CG0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0739.The vertical order pertains to the NGVD 29 superseded value.
 CG0739
 CG0739.The geoid height was determined by GEOID03.
 CG0739
 CG0739;                    North         East    Units  Estimated Accuracy
 CG0739;SPC AZ C     -    86,690.      219,990.      MT  (+/- 180 meters Scaled)
 CG0739
 CG0739                          SUPERSEDED SURVEY CONTROL
 CG0739
 CG0739  NGVD 29 (??/??/92)  732.501  (m)         2403.21   (f) ADJ UNCH    2 0
 CG0739
 CG0739.Superseded values are not recommended for survey control.
 CG0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0739.See file dsdata.txt to determine how the superseded data were derived.
 CG0739
 CG0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA198165(NAD 83)
 CG0739_MARKER: DB = BENCH MARK DISK
 CG0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0739_STAMPING: K K 118 1935
 CG0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0739+STABILITY: SURFACE MOTION
 CG0739
 CG0739  HISTORY     - Date     Condition        Report By
 CG0739  HISTORY     - 1935     MONUMENTED       CGS
 CG0739  HISTORY     - 1952     GOOD             NGS
 CG0739
 CG0739                          STATION DESCRIPTION
 CG0739
 CG0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0739'3.5 MI SW FROM TOPAWA.
 CG0739'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0739'TOPAWA, THENCE 2 MILES SOUTH ALONG A DIRT ROAD, 0.5 MILE SOUTHEAST OF
 CG0739'A SMALL CEMETERY, AND ABOUT 0.3 MILE SOUTHEAST OF TOPAWA TRIANGULATION
 CG0739'STATION, 34 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 CG0739'NORTH OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 CG0739'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CG0739'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0593 ***********************************************************************
 FP0593  DESIGNATION -  KLAGETOH
 FP0593  PID         -  FP0593
 FP0593  STATE/COUNTY-  AZ/APACHE
 FP0593  USGS QUAD   -  KLAGETOH SOUTH (1972)
 FP0593
 FP0593                         *CURRENT SURVEY CONTROL
 FP0593  ___________________________________________________________________
 FP0593* NAD 83(1992)-  35 28 22.89589(N)    109 35 11.33015(W)     ADJUSTED  
 FP0593* NAVD 88     -      2067.6    (meters)    6783.     (feet)  VERTCON   
 FP0593  ___________________________________________________________________
 FP0593  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 FP0593  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 FP0593  HORZ ORDER  -  SECOND
 FP0593
 FP0593.The horizontal coordinates were established by classical geodetic methods
 FP0593.and adjusted by the National Geodetic Survey in August 1993.
 FP0593
 FP0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0593
 FP0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0593
 FP0593.The geoid height was determined by GEOID03.
 FP0593
 FP0593;                    North         East     Units Scale Factor Converg.
 FP0593;SPC AZ E     -   496,203.575   266,012.552   MT  0.99993415   +0 20 12.1
 FP0593;SPC AZ E     - 1,627,964.48    872,744.59   iFT  0.99993415   +0 20 12.1
 FP0593;UTM  12      - 3,926,420.101   628,243.583   MT  0.99980267   +0 49 13.5
 FP0593
 FP0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0593!SPC AZ E     -   0.99967901  x   0.99993415  =   0.99961318
 FP0593!UTM  12      -   0.99967901  x   0.99980267  =   0.99948174
 FP0593
 FP0593|---------------------------------------------------------------------|
 FP0593| PID    Reference Object                     Distance      Geod. Az  |
 FP0593|                                                           dddmmss.s |
 FP0593| CD3581 KLAGETOH RM 2                         4.958 METERS 11422     |
 FP0593| FP0594 WIDE RUIN                           APPROX.19.6 KM 1563731.9 |
 FP0593| CD3580 KLAGETOH RM 1                         3.749 METERS 27238     |
 FP0593|---------------------------------------------------------------------|
 FP0593
 FP0593                          SUPERSEDED SURVEY CONTROL
 FP0593
 FP0593  NAD 83(1986)-  35 28 22.89492(N)    109 35 11.33079(W) AD(       ) 2
 FP0593  NAD 27      -  35 28 22.83226(N)    109 35 08.94416(W) AD(       ) 2
 FP0593  NGVD 29 (07/19/86) 2066.6    (m)         6780.     (f) VERT ANG    3  
 FP0593
 FP0593.Superseded values are not recommended for survey control.
 FP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0593.See file dsdata.txt to determine how the superseded data were derived.
 FP0593
 FP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE2824426420(NAD 83)
 FP0593_MARKER: DD = SURVEY DISK
 FP0593_SETTING: 0 = UNSPECIFIED SETTING
 FP0593
 FP0593  HISTORY     - Date     Condition        Report By
 FP0593  HISTORY     - 1973     MONUMENTED       USGS
 FP0593
 FP0593                          STATION DESCRIPTION
 FP0593
 FP0593'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0593'RM 1-RM 2 NOT MEASURED.
 FP0593'
 FP0593'LOCATED 30 MI (AIRLINE) NE. OF THE PETRIFIED FOREST NATIONAL PARK
 FP0593'HEADQUARTERS. 16 MI S. OF GANADO. AND 3 MI SW. OF KLAGETOH.
 FP0593'
 FP0593'TO REACH FROM THE INTERSECTION OF ARIZONA STATE HIGHWAYS 63 AND 264
 FP0593'IN GANADO, GO S. ON HIGHWAY 63 FOR 14.3 MI TO A GRADED T-RD. W.
 FP0593'(RIGHT) WHICH IS 0.05 MI N. OF THE KLAGETOH TRADING POST. TURN W.
 FP0593'ALONG GRADED RD. FOR 2.7 MI TO A CLEARED TRACK RD. SW. (LEFT).
 FP0593'TURN LEFT ON CLEARED TRACK RD. FOR 1.4 MI TO A DIM TRACK LEADING
 FP0593'EASTERLY UP A GENTLE SWALE. TURN LEFT AND FOLLOW TRACK UP GENTLE
 FP0593'SWALE WHICH IS COVERED WITH DENSE SAGEBRUSH AND LINED BY PINON AND
 FP0593'JUNIPER ON EACH SIDE, FOR 0.3 MI TO A VERY DIM TRAIL FORK
 FP0593'LEADING E. (RIGHT).  TURN RIGHT ON VERY DIM TRACK AND CONTINUE UP
 FP0593'MAIN DRAINAGE FOR 0.5 MI TO A SADDLE JUST W. OF A LEDGE. TURN
 FP0593'RIGHT (S.) (4 WHEEL DRIVE REQUIRED BEYOND THIS POINT) UP STEEP
 FP0593'SANDY GRADE THROUGH PINE AND JUNIPER TREES FOR 0.15 MI TO TOP
 FP0593'AND STATION.
 FP0593'
 FP0593'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED KLAGETOH 1972
 FP0593'SET IN THE TOP OF A CONC. POST PROJECTING 0.3 FT.
 FP0593'
 FP0593'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 FP0593'STAMPED KLAGETOH NO 1 1972 SET IN THE TOP OF A CONC. POST FLUSH WITH
 FP0593'THE GROUND AND 1.6 FT BELOW STATION MARK.
 FP0593'
 FP0593'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 FP0593'STAMPED KLAGETOH NO 2 1972 SET IN THE TOP OF A CONC. POST FLUSH WITH
 FP0593'GROUND AND 1.3 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2110 ***********************************************************************
 DU2110  DESIGNATION -  KLEIN
 DU2110  PID         -  DU2110
 DU2110  STATE/COUNTY-  AZ/PINAL
 DU2110  USGS QUAD   -  SACATON NE (1978)
 DU2110
 DU2110                         *CURRENT SURVEY CONTROL
 DU2110  ___________________________________________________________________
 DU2110* NAD 83(1992)-  33 14 35.31978(N)    111 30 59.43444(W)     ADJUSTED  
 DU2110* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 DU2110  ___________________________________________________________________
 DU2110  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DU2110  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU2110  HORZ ORDER  -  THIRD
 DU2110
 DU2110.The horizontal coordinates were established by classical geodetic methods
 DU2110.and adjusted by the National Geodetic Survey in August 1993.
 DU2110
 DU2110.The orthometric height was scaled from a topographic map.
 DU2110
 DU2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2110
 DU2110.The geoid height was determined by GEOID03.
 DU2110
 DU2110;                    North         East     Units Scale Factor Converg.
 DU2110;SPC AZ C     -   248,786.552   250,649.451   MT  0.99991714   +0 13 09.7
 DU2110;SPC AZ C     -   816,228.85    822,340.72   iFT  0.99991714   +0 13 09.7
 DU2110;UTM  12      - 3,678,361.377   451,882.345   MT  0.99962855   -0 16 59.3
 DU2110
 DU2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2110!SPC AZ C     -   0.99993046  x   0.99991714  =   0.99984760
 DU2110!UTM  12      -   0.99993046  x   0.99962855  =   0.99955903
 DU2110
 DU2110|---------------------------------------------------------------------|
 DU2110| PID    Reference Object                     Distance      Geod. Az  |
 DU2110|                                                           dddmmss.s |
 DU2110| CH5810 KLEIN RM 1                           13.970 METERS 00309     |
 DU2110| CH5811 KLEIN RM 2                           17.110 METERS 10940     |
 DU2110| CH5809 KLEIN AZ MK                                        1095856.1 |
 DU2110|---------------------------------------------------------------------|
 DU2110
 DU2110                          SUPERSEDED SURVEY CONTROL
 DU2110
 DU2110  NAD 83(1986)-  33 14 35.31242(N)    111 30 59.43769(W) AD(       ) 3
 DU2110  NAD 27      -  33 14 35.12383(N)    111 30 56.99288(W) AD(       ) 3
 DU2110
 DU2110.Superseded values are not recommended for survey control.
 DU2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2110.See file dsdata.txt to determine how the superseded data were derived.
 DU2110
 DU2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5188278361(NAD 83)
 DU2110_MARKER: DS = TRIANGULATION STATION DISK
 DU2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2110
 DU2110  HISTORY     - Date     Condition        Report By
 DU2110  HISTORY     - 1936     MONUMENTED       CGS
 DU2110  HISTORY     - 1973     MARK NOT FOUND   NGS
 DU2110
 DU2110                          STATION DESCRIPTION
 DU2110
 DU2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2110'ABOUT 16-1/2 MILES NORTHWEST OF FLORENCE AND 10 MILES WEST OF
 DU2110'FLORENCE JUNCTION ON THE BRUSHY DESERT PLAIN LYING ALONG THE
 DU2110'WEST SIDE OF U.S. HIGHWAY NO. 80, ABOUT 1 MILE NORTH OF RANCH
 DU2110'HOUSE LOCALLY KNOWN AS THE OLD KLEINMAN PLACE, 100 YARDS
 DU2110'SOUTH-SOUTHWEST OF A SMALL DRY CHARCO, 15 FEET NORTHWEST OF A DIM
 DU2110'CATTLE TRAIL.  MARKED BY A STANDARD BRONZE DISK.
 DU2110'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DU2110'DISK, IS 13.970 METERS (45.83 FEET) FROM STATION
 DU2110'N 03 DEG 09 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU2110'BRONZE REFERENCE DISK, IS 17.110 METERS
 DU2110'(56.14 FEET) FROM STATION S 70 DEG 20 MIN E.  THE
 DU2110'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ALONG DIM
 DU2110'TRACKS LEADING TO STATION, IN RANGE WITH A LARGE, TWO-TONED
 DU2110'DOME PEAK ABOUT 20 MILES EAST, 36 FEET NORTH OF A SHALLOW WASH
 DU2110'AND ONE-FOURTH MILE FROM STATION S 70 DEG 01 MIN E.
 DU2110
 DU2110                          STATION RECOVERY (1973)
 DU2110
 DU2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2110'A LONG SEARCH WAS MADE FOR THE STATION WITHOUT FINDING ANY OF THE
 DU2110'MARKS.  THE STATION IS CONSIDERED LOST OR DESTROYED.
 DU2110'
 DU2110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16-1/2 MILES
 DU2110'NORTHWEST OF FLORENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2084 ***********************************************************************
 DU2084  DESIGNATION -  KLEINZ
 DU2084  PID         -  DU2084
 DU2084  STATE/COUNTY-  AZ/PINAL
 DU2084  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU2084
 DU2084                         *CURRENT SURVEY CONTROL
 DU2084  ___________________________________________________________________
 DU2084* NAD 83(1992)-  33 15 18.06552(N)    111 29 53.51988(W)     ADJUSTED  
 DU2084* NAVD 88     -       488.7    (meters)    1603.     (feet)  VERTCON   
 DU2084  ___________________________________________________________________
 DU2084  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 DU2084  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU2084  HORZ ORDER  -  SECOND
 DU2084
 DU2084.The horizontal coordinates were established by classical geodetic methods
 DU2084.and adjusted by the National Geodetic Survey in August 1993.
 DU2084
 DU2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2084
 DU2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2084
 DU2084.The geoid height was determined by GEOID03.
 DU2084
 DU2084;                    North         East     Units Scale Factor Converg.
 DU2084;SPC AZ C     -   250,110.029   252,350.407   MT  0.99991874   +0 13 46.1
 DU2084;SPC AZ C     -   820,570.96    827,921.28   iFT  0.99991874   +0 13 46.1
 DU2084;UTM  12      - 3,679,669.502   453,594.347   MT  0.99962655   -0 16 23.5
 DU2084
 DU2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2084!SPC AZ C     -   0.99992791  x   0.99991874  =   0.99984665
 DU2084!UTM  12      -   0.99992791  x   0.99962655  =   0.99955448
 DU2084
 DU2084|---------------------------------------------------------------------|
 DU2084| PID    Reference Object                     Distance      Geod. Az  |
 DU2084|                                                           dddmmss.s |
 DU2084| CH5812 KLEINZ RM 1                          13.688 METERS 14409     |
 DU2084| CH5813 KLEINZ RM 2                          13.798 METERS 33140     |
 DU2084| DU2090 PECOS                               APPROX. 3.8 KM 3370747.5 |
 DU2084|---------------------------------------------------------------------|
 DU2084
 DU2084                          SUPERSEDED SURVEY CONTROL
 DU2084
 DU2084  NAD 83(1986)-  33 15 18.06099(N)    111 29 53.52262(W) AD(       ) 2
 DU2084  NAD 27      -  33 15 17.86774(N)    111 29 51.05587(W) AD(       ) 2
 DU2084  NGVD 29 (07/19/86)  488.2    (m)         1602.     (f) VERT ANG    3  
 DU2084
 DU2084.Superseded values are not recommended for survey control.
 DU2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2084.See file dsdata.txt to determine how the superseded data were derived.
 DU2084
 DU2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5359479670(NAD 83)
 DU2084_MARKER: DD = SURVEY DISK
 DU2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2084
 DU2084  HISTORY     - Date     Condition        Report By
 DU2084  HISTORY     - 1975     MONUMENTED       AZDT
 DU2084  HISTORY     - 20070427 MARK NOT FOUND   GEOCAC
 DU2084
 DU2084                          STATION DESCRIPTION
 DU2084
 DU2084'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2084'THE STATION IS LOCATED ABOUT 11.5 MILES EAST SOUTHEAST OF APACHE
 DU2084'JUNCTION AND 16.3 MILES WEST NORTHWEST OF FLORENCE ON TOP OF A
 DU2084'FLOOD CONTROL DIKE.
 DU2084'
 DU2084'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED KLEINZ 1975
 DU2084'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 DU2084'IS ON THE SOUTHWEST CORNER OF DIKE AND MARKED WITH A WITNESS POST
 DU2084'AND SIGN 2.7 FEET TO THE WEST.
 DU2084'
 DU2084'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED RM1-KLEINZ
 DU2084'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON TOP
 DU2084'OF DIKE.
 DU2084'
 DU2084'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED RM 2
 DU2084'KLEINZ 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2084'ON TOP OF DIKE.
 DU2084'
 DU2084'TO REACH THE STATION FROM APACHE JUNCTION, GO WEST ON
 DU2084'U.S. HIGHWAY 60 FOR 0.85 MILE TO IRONWOOD ST., GO LEFT (SOUTH)
 DU2084'FOR 1.5 MILES TO SOUTHERN AVENUE AND HIGH SCHOOL ON THE
 DU2084'LEFT.  CONTINUE SOUTH FOR 3.45 MILES TO A CONCRETE LINED
 DU2084'WATERSHED DITCH, GO LEFT THROUGH GATE ON THE NORTH SIDE OF DITCH
 DU2084'AND FOLLOW DITCH NORTH EASTERLY FOR 1.2 MILES TO ANOTHER GATE,
 DU2084'PASS THROUGH GATE AND GO 200 FEET THEN MAKE A SHARP RIGHT
 DU2084'TURN ACROSS DITCH.  FOLLOW TRAIL SOUTHEAST FOR 0.3 MILE TO
 DU2084'BASE OF DIKE, GO LEFT FOR 0.4 MILE TO NORTHEAST END OF DIKE.
 DU2084'AT THIS POINT, MAKE HARD RIGHT TURN AND FOLLOW ROAD ON TOP OF
 DU2084'DIKE FOR 0.35 MILE TO BEND IN DIKE TO THE SOUTHEAST, CONTINUE
 DU2084'SOUTHEAST FOR 1.14 MILES TO A GATE IN FENCELINE ACROSS THE DIKE.
 DU2084'GO THROUGH GATE AND CONTINUE FOR 0.76 MILE TO STATION WARNER,
 DU2084'CONTINUE ON DIKE ROAD FOR 1.35 MILES TO A GATE,
 DU2084'PASS THROUGH GATE AND GO 1.59 MILES TO THE STATION PECOS ON
 DU2084'THE RIGHT ON THE SOUTHWEST CORNER OF DIKE, CONTINUE ON
 DU2084'DIKE ROAD 0.26 MILE TO END OF DIKE.  MAKE A HARD RIGHT TURN AND
 DU2084'GO 100 FEET ON TRACK ROAD THEN TURN LEFT ACROSS A DITCH AND
 DU2084'FOLLOW TRAIL 0.26 MILE TO BASE OF DIKE, TURN RIGHT AND FOLLOW
 DU2084'TRAIL 0.55 MILE ALONG BASE OF DIKE TO A GATE AND RAMP.  PASS
 DU2084'THROUGH GATE AND MAKE HARD LEFT UP RAMP TO TOP OF DIKE,
 DU2084'TURN RIGHT ON DIKE ROAD AND GO 1.0 MILE TO GATE, PASS THROUGH
 DU2084'GATE AND GO 0.64 MILE TO STATION ON THE RIGHT AT SOUTHWEST
 DU2084'CORNER OF DIKE.
 DU2084'
 DU2084'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2084
 DU2084                          STATION RECOVERY (2007)
 DU2084
 DU2084'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2084'THE MARK WAS NOT RECOVERED, BUT RM 1 WAS LOCATED, PUSHED OVER ON THE
 DU2084'SOUTHERN SLOPE OF THE DIVERSION DAM. THE STAMPING IS KLEIN 2, RM1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0652 ***********************************************************************
 GP0652  DESIGNATION -  KLETHLA
 GP0652  PID         -  GP0652
 GP0652  STATE/COUNTY-  AZ/NAVAJO
 GP0652  USGS QUAD   -  SHONTO SE (1982)
 GP0652
 GP0652                         *CURRENT SURVEY CONTROL
 GP0652  ___________________________________________________________________
 GP0652* NAD 83(1992)-  36 33 19.30325(N)    110 32 38.92271(W)     ADJUSTED  
 GP0652* NAVD 88     -      2003.9    (meters)    6574.     (feet)  VERTCON   
 GP0652  ___________________________________________________________________
 GP0652  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 GP0652  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 GP0652  HORZ ORDER  -  SECOND
 GP0652
 GP0652.The horizontal coordinates were established by classical geodetic methods
 GP0652.and adjusted by the National Geodetic Survey in August 1993.
 GP0652
 GP0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0652
 GP0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0652
 GP0652.The geoid height was determined by GEOID03.
 GP0652
 GP0652;                    North         East     Units Scale Factor Converg.
 GP0652;SPC AZ E     -   616,198.305   179,568.682   MT  0.99991406   -0 13 29.4
 GP0652;SPC AZ E     - 2,021,647.98    589,136.10   iFT  0.99991406   -0 13 29.4
 GP0652;UTM  12      - 4,045,645.741   540,795.242   MT  0.99962050   +0 16 17.4
 GP0652
 GP0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0652!SPC AZ E     -   0.99968885  x   0.99991406  =   0.99960293
 GP0652!UTM  12      -   0.99968885  x   0.99962050  =   0.99930946
 GP0652
 GP0652:                Primary Azimuth Mark                     Grid Az
 GP0652:SPC AZ E     -  TP 1                                     223 59 06.1
 GP0652:UTM  12      -  TP 1                                     223 29 19.3
 GP0652
 GP0652|---------------------------------------------------------------------|
 GP0652| PID    Reference Object                     Distance      Geod. Az  |
 GP0652|                                                           dddmmss.s |
 GP0652| GP0653 TP 1                                APPROX. 6.3 KM 2234536.7 |
 GP0652| CD3583 KLETHLA RM 2                         13.815 METERS 24025     |
 GP0652| CD3582 KLETHLA RM 1                         16.920 METERS 31410     |
 GP0652|---------------------------------------------------------------------|
 GP0652
 GP0652                          SUPERSEDED SURVEY CONTROL
 GP0652
 GP0652  NAD 83(1986)-  36 33 19.30319(N)    110 32 38.92002(W) AD(       ) 2
 GP0652  NAD 27      -  36 33 19.31110(N)    110 32 36.40526(W) AD(       ) 2
 GP0652  NGVD 29 (07/19/86) 2002.8    (m)         6571.     (f) VERT ANG    3  
 GP0652
 GP0652.Superseded values are not recommended for survey control.
 GP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0652.See file dsdata.txt to determine how the superseded data were derived.
 GP0652
 GP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4079545646(NAD 83)
 GP0652_MARKER: DD = SURVEY DISK
 GP0652_SETTING: 0 = UNSPECIFIED SETTING
 GP0652
 GP0652  HISTORY     - Date     Condition        Report By
 GP0652  HISTORY     - 1970     MONUMENTED       USGS
 GP0652
 GP0652                          STATION DESCRIPTION
 GP0652
 GP0652'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0652'INSTRUMENT TRIPOD 5.2 FT ABOVE STATION MARK.
 GP0652'
 GP0652'LOCATED ABOUT 49 MI (AIRLINE) NE. OF TUBA CITY.  ABOUT 20 MI SW. OF
 GP0652'KAYENTA.  ABOUT 7 MI SE. OF SHONTO BOARDING SCHOOL.  ABOUT 0.75
 GP0652'MI W. OF U. S. HIGHWAY 164, AT THE HIGHEST POINT OF A LARGE
 GP0652'SANDSTONE KNOLL.
 GP0652'
 GP0652'TO REACH FROM KAYENTA POST OFFICE GO S. TO JUNCTION OF U. S. HIGHWAY
 GP0652'164.  TURN RIGHT AND GO W. AND SW. 21 MI TO DIM TRACK RD., ON RIGHT
 GP0652'(N.) (THIS POINT IS ABOUT 10.5 MI NE. OF THE T-RD. JUNCTION OF
 GP0652'SHONTO RD. AND HIGHWAY 164 - AND ABOUT 2.0 MI SW. OF THE T-RD.
 GP0652'JUNCTION OF THE BATAKIN - NAVAJO NAT. MONUMENT RD.).  TURN N. OFF
 GP0652'HWY. AND GO ABOUT 1.0 MI TO PROMINENT SANDSTONE OUTCROP AND
 GP0652'STATION MARK.
 GP0652'
 GP0652'STATION MARK--A STANDARD USGS TRIANGULATION TABLET STAMPED
 GP0652'KLETHLA - 1970 SET ON COPPERWELD ROD CEMENTED IN DRILL HOLE ON HIGH
 GP0652'POINT OF OUTCROP.  NO UNDERGROUND MARK SET.
 GP0652'
 GP0652'REFERENCE MARK NO 1--A STANDARD USGS RM TABLET STAMPED NO 1 - 1970
 GP0652'SET ON COPPERWELD ROD CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP
 GP0652'ABOUT SAME ELEV. AS STATION MARK.
 GP0652'
 GP0652'REFERENCE MARK NO. 2--A STANDARD USGS RM TABLET STAMPED NO 2 - 1970
 GP0652'SET ON COPPERWELD ROD CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP
 GP0652'4.8 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1770 ***********************************************************************
 CZ1770  DESIGNATION -  KLONDYKE
 CZ1770  PID         -  CZ1770
 CZ1770  STATE/COUNTY-  AZ/GRAHAM
 CZ1770  USGS QUAD   -  KLONDYKE (1972)
 CZ1770
 CZ1770                         *CURRENT SURVEY CONTROL
 CZ1770  ___________________________________________________________________
 CZ1770* NAD 83(1992)-  32 49 31.84458(N)    110 20 26.47982(W)     ADJUSTED  
 CZ1770* NAVD 88     -      1126.0    (meters)    3694.     (feet)  VERTCON   
 CZ1770  ___________________________________________________________________
 CZ1770  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 CZ1770  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CZ1770  HORZ ORDER  -  SECOND
 CZ1770
 CZ1770.The horizontal coordinates were established by classical geodetic methods
 CZ1770.and adjusted by the National Geodetic Survey in August 1993.
 CZ1770
 CZ1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1770
 CZ1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1770
 CZ1770.The geoid height was determined by GEOID03.
 CZ1770
 CZ1770;                    North         East     Units Scale Factor Converg.
 CZ1770;SPC AZ E     -   202,415.707   197,066.752   MT  0.99990327   -0 05 39.6
 CZ1770;SPC AZ E     -   664,093.53    646,544.46   iFT  0.99990327   -0 05 39.6
 CZ1770;SPC AZ C     -   203,502.579   360,922.387   MT  1.00016841   +0 51 16.1
 CZ1770;SPC AZ C     -   667,659.38  1,184,128.57   iFT  1.00016841   +0 51 16.1
 CZ1770;UTM  12      - 3,632,135.979   561,711.613   MT  0.99964696   +0 21 26.7
 CZ1770
 CZ1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1770!SPC AZ E     -   0.99982753  x   0.99990327  =   0.99973081
 CZ1770!SPC AZ C     -   0.99982753  x   1.00016841  =   0.99999591
 CZ1770!UTM  12      -   0.99982753  x   0.99964696  =   0.99947455
 CZ1770
 CZ1770:                Primary Azimuth Mark                     Grid Az
 CZ1770:SPC AZ E     -  KLONDYKE AZ MK                           037 01 03.4
 CZ1770:SPC AZ C     -  KLONDYKE AZ MK                           036 04 07.7
 CZ1770:UTM  12      -  KLONDYKE AZ MK                           036 33 57.1
 CZ1770
 CZ1770|---------------------------------------------------------------------|
 CZ1770| PID    Reference Object                     Distance      Geod. Az  |
 CZ1770|                                                           dddmmss.s |
 CZ1770| CC6802 KLONDYKE AZ MK                                     0365523.8 |
 CZ1770| CC6803 KLONDYKE RM 1                         8.649 METERS 05845     |
 CZ1770| CC6804 KLONDYKE RM 2                         7.013 METERS 16204     |
 CZ1770|---------------------------------------------------------------------|
 CZ1770
 CZ1770                          SUPERSEDED SURVEY CONTROL
 CZ1770
 CZ1770  NAD 83(1986)-  32 49 31.84110(N)    110 20 26.47835(W) AD(       ) 2
 CZ1770  NAD 27      -  32 49 31.60500(N)    110 20 24.15700(W) AD(       ) 2
 CZ1770  NGVD 29 (07/19/86) 1125.3    (m)         3692.     (f) VERT ANG    3  
 CZ1770
 CZ1770.Superseded values are not recommended for survey control.
 CZ1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1770.See file dsdata.txt to determine how the superseded data were derived.
 CZ1770
 CZ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6171232136(NAD 83)
 CZ1770_MARKER: DS = TRIANGULATION STATION DISK
 CZ1770_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1770
 CZ1770  HISTORY     - Date     Condition        Report By
 CZ1770  HISTORY     - 1946     MONUMENTED       CGS
 CZ1770  HISTORY     - 1968     GOOD             AMS
 CZ1770
 CZ1770                          STATION DESCRIPTION
 CZ1770
 CZ1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1770'THE STATION IS LOCATED ABOUT 1 MILE SW OF KLONDYKE, ABOUT 5
 CZ1770'MILES NW OF THE ARAVAIPA RANGER STATION, ON THE E END OF THE
 CZ1770'RIDGE THAT PARALLELS FOURMILE CREEK, AND ABOUT 1/2 MILE S OF
 CZ1770'SAME.
 CZ1770'
 CZ1770'TO REACH FROM THE GENERAL STORE IN KLONDYKE, GO N 0.05 MILE
 CZ1770'TO A SIDE ROAD LEFT.  (AZIMUTH MARK IS 0.1 MILE S OF STORE.)
 CZ1770'HERE TURN LEFT AND GO 0.2 MILE TO CATTLE GUARD AND HOUSE.
 CZ1770'CROSS CATTLE GUARD AND CONTINUE FOR 100 FEET TO SWINGING WIRE
 CZ1770'GATE AT A FENCE INTERSECTION ON THE LEFT.  PASS THROUGH AND
 CZ1770'ANGLE RIGHT, S, 30 YARDS TO WIRE GATE.  PASS THROUGH AND GO
 CZ1770'50 FEET TO WOOD GATE.  PASS THROUGH AND TURN LEFT TO ANOTHER
 CZ1770'WOOD GATE.  PASS THROUGH, GO CROSS COUNTRY THROUGH SCRUB-TREE
 CZ1770'LAND, S, TOWARD LOW HILL.  PASS TO LEFT AND CONTINUE SE FOR
 CZ1770'0.2 MILE TO CLEARING.  CONTINUE 0.25 MILE TO WIRE GATE.
 CZ1770'PASS THROUGH AND GO 0.05 MILE, THEN TURN RIGHT AND GO 0.15
 CZ1770'MILE TO BASE OF LOW HILL AND END OF TRUCK TRAVEL.  FROM HERE
 CZ1770'PACK W UP RIDGE TO TOP AND STATION.
 CZ1770'
 CZ1770'THE STATION IS A STANDARD TRIANGULATION DISK, STAMPED KLONDYKE
 CZ1770'1946, AND SET IN A 3-INCH STEEL PIPE THAT IS EMBEDDED IN THE
 CZ1770'GROUND PROJECTING ABOUT 6 INCHES ABOVE SURFACE.  IT IS LOCATED
 CZ1770'45 FEET NE OF A FENCE CORNER, 27 FEET NNW OF A FENCE LINE, AND
 CZ1770'18 FEET W OF A 4- BY 4-INCH WHITE WITNESS POST.
 CZ1770'
 CZ1770'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED KLONDYKE NO
 CZ1770'1 1946, AND SET IN THE TOP OF A 3-INCH STEEL PIPE THAT IS
 CZ1770'IMBEDDED IN THE GROUND PROJECTING ABOUT 8 INCHES ABOVE THE
 CZ1770'SURROUNDING GROUND.  IT IS ABOUT LEVEL WITH THE STATION.
 CZ1770'
 CZ1770'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED KLONDYKE
 CZ1770'NO 2 1946, AND SET IN THE TOP OF A 3-INCH STEEL PIPE THAT IS
 CZ1770'IMBEDDED IN THE GROUND PROJECTING ABOUT 14 INCHES ABOVE THE
 CZ1770'GROUND.  IT IS ABOUT 18 INCHES HIGHER THAN THE STATION.
 CZ1770'
 CZ1770'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED KLONDYKE 1946,
 CZ1770'AND SET IN A DRILL HOLE IN A 5-FOOT CONCRETE CULVERT FOR A
 CZ1770'CATTLE GUARD.  IT IS LOCATED 0.1 MILE S OF THE GENERAL STORE
 CZ1770'IN KLONDYKE, ON THE BONITA-KLONDYKE ROAD, AND 11 FEET W OF A
 CZ1770'4- BY 4-INCH WHITE WITNESS POST THAT IS NAILED TO A FENCE
 CZ1770'POST.  IT IS 3/4 MILE NNE OF THE STATION.
 CZ1770'
 CZ1770'NOTE--THIS STATION REQUIRES STAKES FOR THE ERECTION OF AN
 CZ1770'O-TENT.
 CZ1770'
 CZ1770'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1770
 CZ1770                          STATION RECOVERY (1968)
 CZ1770
 CZ1770'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1770'STATION IS LOCATED ABOUT 1 AIRMILE (SW) OF KLONDYKE AND 5.5
 CZ1770'AIRMILES (NW) OF ARAVAIPA RANGER STATION AND 1 AIRMILE (S) OF
 CZ1770'FOURMILE CREEK.
 CZ1770'
 CZ1770'TO REACH FROM GENERAL STORE IN KLONDYKE GO (N) ON THE
 CZ1770'KLONDYKE-ARAVAIPA ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT (SW),
 CZ1770'TURN LEFT AND CONTINUE FOR 0.2 MILE TO A CATTLEGUARD AND
 CZ1770'HOUSE, CROSS OVER CATTLE GUARD AND CONTINUE ON SAME ROAD (SW)
 CZ1770'FOR 0.6 MILE TO A WIRE GATE AND REMAINS OF OLD FOUNDATION ON
 CZ1770'LEFT SIDE OF ROAD.  TURN LEFT AND TRAVEL CROSS COUNTRY (NE)
 CZ1770'THROUGH SCRUB COUNTRY FOR 0.55 MILE TO END OF SMALL RIDGE AND
 CZ1770'END OF TRUCK TRAVEL.  PROCEED ON FOOT (SSE) ALONG RIDGE THAT
 CZ1770'PARALLELS FOURMILE CREEK TO FENCE INTERSECTION.  STATION IS
 CZ1770'LOCATED 50 FT (NE) OF FENCE CORNER AND 25 FT (NNW) OF FENCE
 CZ1770'LINE.  PACK TIME 15 MINUTES.  STATION IS A USC AND GS
 CZ1770'BRONZE DISK SET IN A 3 IN PIPE STAMPED KLONDYKE 1946.
 CZ1770'
 CZ1770'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK SET IN A 3 IN
 CZ1770'PIPE STAMPED KLONDYKE 1 1946 AND IT IS N 58 DEG E
 CZ1770'AT A DISTANCE OF 8.66M AND A DE OF -0.28M FROM THE STATION.
 CZ1770'
 CZ1770'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK SET IN A 3 IN
 CZ1770'PIPE STAMPED KLONDYKE 2 1946 AND IT IS (SSE) ON A  OF
 CZ1770'S 19 DEG E AT A DISTANCE OF 7.012M AND A DE OF +0.38M FROM
 CZ1770'THE STATION.
 CZ1770'
 CZ1770'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 CZ1770'
 CZ1770'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW EXCELLENT IN ALL
 CZ1770'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0590 ***********************************************************************
 FQ0590  DESIGNATION -  KNOB
 FQ0590  PID         -  FQ0590
 FQ0590  STATE/COUNTY-  AZ/COCONINO
 FQ0590  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0590
 FQ0590                         *CURRENT SURVEY CONTROL
 FQ0590  ___________________________________________________________________
 FQ0590* NAD 83(1992)-  35 55 55.33288(N)    111 24 06.57834(W)     ADJUSTED  
 FQ0590* NAVD 88     -      1313.7    (meters)    4310.     (feet)  VERTCON   
 FQ0590  ___________________________________________________________________
 FQ0590  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 FQ0590  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0590  HORZ ORDER  -  SECOND
 FQ0590
 FQ0590.The horizontal coordinates were established by classical geodetic methods
 FQ0590.and adjusted by the National Geodetic Survey in August 1993.
 FQ0590
 FQ0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0590
 FQ0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0590
 FQ0590.The geoid height was determined by GEOID03.
 FQ0590
 FQ0590;                    North         East     Units Scale Factor Converg.
 FQ0590;SPC AZ C     -   547,095.052   259,815.161   MT  0.99992658   +0 18 07.7
 FQ0590;SPC AZ C     - 1,794,931.27    852,411.95   iFT  0.99992658   +0 18 07.7
 FQ0590;UTM  12      - 3,976,484.984   463,753.118   MT  0.99961619   -0 14 08.9
 FQ0590
 FQ0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0590!SPC AZ C     -   0.99979763  x   0.99992658  =   0.99972423
 FQ0590!UTM  12      -   0.99979763  x   0.99961619  =   0.99941390
 FQ0590
 FQ0590:                Primary Azimuth Mark                     Grid Az
 FQ0590:SPC AZ C     -  KOPI                                     005 45 14.3
 FQ0590:UTM  12      -  KOPI                                     006 17 30.9
 FQ0590
 FQ0590|---------------------------------------------------------------------|
 FQ0590| PID    Reference Object                     Distance      Geod. Az  |
 FQ0590|                                                           dddmmss.s |
 FQ0590| FQ0552 KOPI                                APPROX. 7.1 KM 0060322.0 |
 FQ0590| CH2617 KNOB RM 1                            10.396 METERS 04143     |
 FQ0590| CH2618 KNOB RM 2                            10.281 METERS 21949     |
 FQ0590|---------------------------------------------------------------------|
 FQ0590
 FQ0590                          SUPERSEDED SURVEY CONTROL
 FQ0590
 FQ0590  NAD 83(1986)-  35 55 55.33313(N)    111 24 06.57349(W) AD(       ) 2
 FQ0590  NAD 27      -  35 55 55.35612(N)    111 24 04.06819(W) AD(       ) 2
 FQ0590  NGVD 29 (07/19/86) 1312.8    (m)         4307.     (f) VERT ANG    3  
 FQ0590
 FQ0590.Superseded values are not recommended for survey control.
 FQ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0590.See file dsdata.txt to determine how the superseded data were derived.
 FQ0590
 FQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6375376485(NAD 83)
 FQ0590_MARKER: DS = TRIANGULATION STATION DISK
 FQ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0590+STABILITY: SURFACE MOTION
 FQ0590
 FQ0590  HISTORY     - Date     Condition        Report By
 FQ0590  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0590  HISTORY     - 1983     GOOD             AZDT
 FQ0590
 FQ0590                          STATION DESCRIPTION
 FQ0590
 FQ0590'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0590'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF CAMERON, 16 MILES
 FQ0590'SOUTHWEST OF TUBA CITY ALONG THE WEST SIDE OF U.S. HWY. 89 ON A
 FQ0590'HIGH B.O
 FQ0590'
 FQ0590'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED KNOB 1967 AND
 FQ0590'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 FQ0590'ABOUT 125 WEST OF U.S. HWY. 89 CENTERLINE, 18 FEET WEST OF R/W
 FQ0590'FENCE AND IS MARKED BY A WITNESS POST AND SIGN 3.5 FEET TO WEST.
 FQ0590'
 FQ0590'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED KNOB RM
 FQ0590'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 1.5 FEET
 FQ0590'WEST OF R/W FENCE.
 FQ0590'
 FQ0590'REFERENCE MARK 2 IS A AZDT HWY. DIVISION DISK STAMPED KNOB RM
 FQ0590'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 37 FEET
 FQ0590'WEST OF R/W FENCE.
 FQ0590'
 FQ0590'TO REACH THE STATION FROM CAMERON, TRAVEL NORTH ON U.S. HWY. 89
 FQ0590'TO MILE POST 470.77 AND STATION TO THE LEFT, (WEST) ON HIGHEST
 FQ0590'KNOB IN AREA.  DRIVE TO THE END OF DIKE NORTH OF THE STATION AND
 FQ0590'TURN SOUTH ON DIKE TO A LEVEL AREA BELOW THE STATION AND END OF
 FQ0590'TRUCK TRAVEL.  A SHORT PACK TO STATION.
 FQ0590'
 FQ0590'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0590
 FQ0590                          STATION RECOVERY (1983)
 FQ0590
 FQ0590'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0590'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1977.
 FQ0590'THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0293 ***********************************************************************
 GQ0293  DESIGNATION -  KNOB
 GQ0293  PID         -  GQ0293
 GQ0293  STATE/COUNTY-  AZ/COCONINO
 GQ0293  USGS QUAD   -  GRAND CANYON (1988)
 GQ0293
 GQ0293                         *CURRENT SURVEY CONTROL
 GQ0293  ___________________________________________________________________
 GQ0293* NAD 83(1992)-  36 04 17.19574(N)    112 09 16.61650(W)     ADJUSTED  
 GQ0293* NAVD 88     -      2152.7    (meters)    7063.     (feet)  VERTCON   
 GQ0293  ___________________________________________________________________
 GQ0293  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GQ0293  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GQ0293  HORZ ORDER  -  SECOND
 GQ0293
 GQ0293.The horizontal coordinates were established by classical geodetic methods
 GQ0293.and adjusted by the National Geodetic Survey in August 1993.
 GQ0293
 GQ0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0293
 GQ0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0293
 GQ0293.The geoid height was determined by GEOID03.
 GQ0293
 GQ0293;                    North         East     Units Scale Factor Converg.
 GQ0293;SPC AZ C     -   562,465.622   191,927.130   MT  0.99990566   -0 08 24.4
 GQ0293;SPC AZ C     - 1,845,359.65    629,682.19   iFT  0.99990566   -0 08 24.4
 GQ0293;UTM  12      - 3,992,489.473   396,028.997   MT  0.99973320   -0 40 47.6
 GQ0293
 GQ0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0293!SPC AZ C     -   0.99966588  x   0.99990566  =   0.99957157
 GQ0293!UTM  12      -   0.99966588  x   0.99973320  =   0.99939916
 GQ0293
 GQ0293:                Primary Azimuth Mark                     Grid Az
 GQ0293:SPC AZ C     -  ROYAL RESET                              074 44 29.8
 GQ0293:UTM  12      -  ROYAL RESET                              075 16 53.0
 GQ0293
 GQ0293|---------------------------------------------------------------------|
 GQ0293| PID    Reference Object                     Distance      Geod. Az  |
 GQ0293|                                                           dddmmss.s |
 GQ0293| GP0595 ROYAL RESET                         APPROX.19.2 KM 0743605.4 |
 GQ0293|---------------------------------------------------------------------|
 GQ0293
 GQ0293                          SUPERSEDED SURVEY CONTROL
 GQ0293
 GQ0293  NAD 83(1986)-  36 04 17.19136(N)    112 09 16.61675(W) AD(       ) 2
 GQ0293  NAD 27      -  36 04 17.25700(N)    112 09 14.00200(W) AD(       ) 2
 GQ0293  NGVD 29 (05/08/89) 2151.8    (m)         7060.     (f) VERT ANG    3  
 GQ0293
 GQ0293.Superseded values are not recommended for survey control.
 GQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0293.See file dsdata.txt to determine how the superseded data were derived.
 GQ0293
 GQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9602992489(NAD 83)
 GQ0293_MARKER: DS = TRIANGULATION STATION DISK
 GQ0293_SETTING: 0 = UNSPECIFIED SETTING
 GQ0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GQ0293+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 GQ0293
 GQ0293  HISTORY     - Date     Condition        Report By
 GQ0293  HISTORY     - 1920     MONUMENTED       CGS
 GQ0293  HISTORY     - 1934     GOOD             CGS
 GQ0293  HISTORY     - 1956     GOOD             USGS
 GQ0293  HISTORY     - 1972     GOOD             AZHD
 GQ0293  HISTORY     - 20060510 GOOD             GEOCAC
 GQ0293
 GQ0293                          STATION DESCRIPTION
 GQ0293
 GQ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 GQ0293'THE STATION IS NEAR THE SW CORNER OF THE FOREST SERVICE LOOKOUT
 GQ0293'TOWER WHICH IS ABOUT 2 MI. W OF THE EL TOVAR HOTEL AT GRAND
 GQ0293'CANYON, AND WHICH IS ABOUT 1/4 MI. FROM THE RIM OF THE CANYON.
 GQ0293'
 GQ0293'HEIGHT OF SIGNAL ABOVE STATION MARK - 11.69 M.
 GQ0293'
 GQ0293'NOTE--THE DISTANCES AND DIRECTIONS GIVEN ABOVE FOR THE REFERENCE
 GQ0293'MARKS WERE TAKEN IN THE TOWER AND WERE MEASURED TO THE INNER
 GQ0293'CORNER OF THE POSTS.
 GQ0293
 GQ0293                          STATION RECOVERY (1934)
 GQ0293
 GQ0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0293'STATION IS LOCATED ABOUT 1-1/2 MI. AIRLINE NW OF THE ATCHISON,
 GQ0293'TOPEKA AND SANTA FE RAILWAY DEPOT OF THE GRAND CANYON VILLAGE
 GQ0293'ON HOPI POINT, ABOUT 0.1 MI. W OF HERMIT RIM ROAD, AND UNDER
 GQ0293'THE FOREST SERVICE LOOKOUT TOWER.  STATION WAS FOUND IN
 GQ0293'GOOD CONDITION, AND ONE NEW REFERENCE MARK WAS ESTABLISHED.
 GQ0293'
 GQ0293'TO REACH FROM THE SANTA FE DEPOT, TAKE THE HERMIT RIM ROAD
 GQ0293'AND GO 0.5 MI. AND KEEP TO THE RIGHT, CONTINUE FOR 1.3MI.
 GQ0293'AND TURN LEFT ON A GRAVELED ROAD, GO 0.1 MI. TO THE LOOKOUT
 GQ0293'TOWER AND STATION.
 GQ0293
 GQ0293                          STATION RECOVERY (1956)
 GQ0293
 GQ0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0293'RECOVERED IN GOOD CONDITION.
 GQ0293
 GQ0293                          STATION RECOVERY (1972)
 GQ0293
 GQ0293'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0293'GENERAL LOCATION ABOUT 1-1/2 MILES AIRLINE NW OF A.T. AND S.R.
 GQ0293'DEPOT OF GRAND CANYON VILLAGE AND 0.1 MILE W OF HERMIT RIM RD.
 GQ0293'
 GQ0293'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVEREY NOTES
 GQ0293'
 GQ0293'STATION MARK STD USC AND GS BC SET IN CONC. STAMPED KNOB
 GQ0293'
 GQ0293'REFERENCE MARKS NO 1 STD USC AND GS BC NO 2 NOT OBSERVED
 GQ0293'
 GQ0293'AZIMUTH MARK NOT OBSERVED
 GQ0293'
 GQ0293'NOTE--ECCENTRIC STATION SET, TARGETED AND PHOTOGRAPHED FOR
 GQ0293'ORTHO.  SEE SKETCH, REVERSE SIDE.
 GQ0293
 GQ0293                          STATION RECOVERY (2006)
 GQ0293
 GQ0293'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 GQ0293'AZIMUTH MARK, REF MARK 1 AND REF MARK 2 NOT SEARCHED FOR OR OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1179 ***********************************************************************
 CG1179  DESIGNATION -  KNOB
 CG1179  PID         -  CG1179
 CG1179  STATE/COUNTY-  AZ/COCHISE
 CG1179  USGS QUAD   -  TOMBSTONE (1978)
 CG1179
 CG1179                         *CURRENT SURVEY CONTROL
 CG1179  ___________________________________________________________________
 CG1179* NAD 83(1992)-  31 39 11.43118(N)    110 01 59.42475(W)     ADJUSTED  
 CG1179* NAVD 88     -      1469.4    (meters)    4821.     (feet)  VERTCON   
 CG1179  ___________________________________________________________________
 CG1179  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CG1179  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CG1179  HORZ ORDER  -  SECOND
 CG1179
 CG1179.The horizontal coordinates were established by classical geodetic methods
 CG1179.and adjusted by the National Geodetic Survey in August 1993.
 CG1179
 CG1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1179
 CG1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1179
 CG1179.The geoid height was determined by GEOID03.
 CG1179
 CG1179;                    North         East     Units Scale Factor Converg.
 CG1179;SPC AZ E     -    72,421.377   226,020.175   MT  0.99990198   +0 04 12.2
 CG1179;SPC AZ E     -   237,602.94    741,536.01   iFT  0.99990198   +0 04 12.2
 CG1179;UTM  12      - 3,502,399.731   591,665.976   MT  0.99970363   +0 30 26.7
 CG1179
 CG1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1179!SPC AZ E     -   0.99977364  x   0.99990198  =   0.99967565
 CG1179!UTM  12      -   0.99977364  x   0.99970363  =   0.99947734
 CG1179
 CG1179|---------------------------------------------------------------------|
 CG1179| PID    Reference Object                     Distance      Geod. Az  |
 CG1179|                                                           dddmmss.s |
 CG1179| CS6131 KNOB RM 1                            27.853 METERS 11757     |
 CG1179| CS6132 KNOB RM 2                            21.446 METERS 32153     |
 CG1179|---------------------------------------------------------------------|
 CG1179
 CG1179                          SUPERSEDED SURVEY CONTROL
 CG1179
 CG1179  NAD 83(1986)-  31 39 11.42522(N)    110 01 59.41885(W) AD(       ) 2
 CG1179  NGVD 29 (06/28/91) 1468.6    (m)         4818.     (f) VERT ANG    3  
 CG1179
 CG1179.Superseded values are not recommended for survey control.
 CG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1179.See file dsdata.txt to determine how the superseded data were derived.
 CG1179
 CG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA9166602400(NAD 83)
 CG1179_MARKER: DS = TRIANGULATION STATION DISK
 CG1179_SETTING: 66 = SET IN ROCK OUTCROP
 CG1179_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1179+STABILITY: POSITION/ELEVATION WELL
 CG1179
 CG1179  HISTORY     - Date     Condition        Report By
 CG1179  HISTORY     - 1986     MONUMENTED       AZDT
 CG1179
 CG1179                          STATION DESCRIPTION
 CG1179
 CG1179'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1179'THE STATION IS LOCATED 4-1/2 MILES SOUTHEAST OF TOMBSTONE ALONG THE
 CG1179'EAST SIDE OF U.S. HIGHWAY 80.
 CG1179'
 CG1179'THE STATION MARK IS AN AZDT DISK STAMPED---KNOB 1986---.  IT IS SET IN
 CG1179'A DRILL HOLE IN BEDROCK 9 FEET NORTHWEST OF A CAIRN.
 CG1179'
 CG1179'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---KNOB RM 1 1986---.  IT IS
 CG1179'SET IN BEDROCK.
 CG1179'
 CG1179'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---KNOB RM 2 1986---.  IT IS
 CG1179'SET IN BEDROCK.
 CG1179'
 CG1179'TO REACH THE STATION FROM THE JOHN L WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG1179'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 4.7 MILES TO THE END OF TRUCK
 CG1179'TRAVEL AT MILE POST 322.45.  PACK EAST TO THE TOP OF A RED ROCKY HILL
 CG1179'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0292 ***********************************************************************
 GQ0292  DESIGNATION -  KNOB 2
 GQ0292  PID         -  GQ0292
 GQ0292  STATE/COUNTY-  AZ/COCONINO
 GQ0292  USGS QUAD   -  GRAND CANYON (1988)
 GQ0292
 GQ0292                         *CURRENT SURVEY CONTROL
 GQ0292  ___________________________________________________________________
 GQ0292* NAD 83(1992)-  36 04 17.99536(N)    112 09 16.96263(W)     ADJUSTED  
 GQ0292* NAVD 88     -      2146.     (meters)    7041.     (feet)  SCALED    
 GQ0292  ___________________________________________________________________
 GQ0292  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GQ0292  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GQ0292  HORZ ORDER  -  FIRST
 GQ0292
 GQ0292.The horizontal coordinates were established by classical geodetic methods
 GQ0292.and adjusted by the National Geodetic Survey in August 1993.
 GQ0292
 GQ0292.The orthometric height was scaled from a topographic map.
 GQ0292
 GQ0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0292
 GQ0292.The geoid height was determined by GEOID03.
 GQ0292
 GQ0292;                    North         East     Units Scale Factor Converg.
 GQ0292;SPC AZ C     -   562,490.287   191,918.530   MT  0.99990566   -0 08 24.6
 GQ0292;SPC AZ C     - 1,845,440.57    629,653.97   iFT  0.99990566   -0 08 24.6
 GQ0292;UTM  12      - 3,992,514.214   396,020.631   MT  0.99973322   -0 40 47.8
 GQ0292
 GQ0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0292!SPC AZ C     -   0.99966694  x   0.99990566  =   0.99957263
 GQ0292!UTM  12      -   0.99966694  x   0.99973322  =   0.99940025
 GQ0292
 GQ0292:                Primary Azimuth Mark                     Grid Az
 GQ0292:SPC AZ C     -  ROYAL RESET                              074 49 10.4
 GQ0292:UTM  12      -  ROYAL RESET                              075 21 33.6
 GQ0292
 GQ0292|---------------------------------------------------------------------|
 GQ0292| PID    Reference Object                     Distance      Geod. Az  |
 GQ0292|                                                           dddmmss.s |
 GQ0292| GP0595 ROYAL RESET                         APPROX.19.2 KM 0744045.8 |
 GQ0292| GQ0293 KNOB                                 26.124 METERS 16038     |
 GQ0292|---------------------------------------------------------------------|
 GQ0292
 GQ0292                          SUPERSEDED SURVEY CONTROL
 GQ0292
 GQ0292  NAD 83(1986)-  36 04 17.99097(N)    112 09 16.96288(W) AD(       ) 1
 GQ0292  NAD 27      -  36 04 18.05600(N)    112 09 14.34700(W) AD(       ) 1
 GQ0292
 GQ0292.Superseded values are not recommended for survey control.
 GQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0292.See file dsdata.txt to determine how the superseded data were derived.
 GQ0292
 GQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9602192514(NAD 83)
 GQ0292_MARKER: DS = TRIANGULATION STATION DISK
 GQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0292+STABILITY: SURFACE MOTION
 GQ0292
 GQ0292  HISTORY     - Date     Condition        Report By
 GQ0292  HISTORY     - 1934     MONUMENTED       CGS
 GQ0292  HISTORY     - 1952     GOOD             CGS
 GQ0292
 GQ0292                          STATION DESCRIPTION
 GQ0292
 GQ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0292'STATION IS LOCATED ABOUT 1-1/2 MI. AIRLINE NW OF THE ATCHISON,
 GQ0292'TOPEKA AND SANTA FE RAILWAY DEPOT OF THE GRAND CANYON VILLAGE OF
 GQ0292'HOPI POINT, ABOUT 0.1 MI. W OF HERMIT RIM ROAD, AND 26.123 M.
 GQ0292'N OF STATION KNOB (1920) WHICH IS UNDER THE FOREST SERVICE
 GQ0292'LOOKOUT TOWER.
 GQ0292'
 GQ0292'TO REACH FROM THE SANTA FE DEPOT, TAKE THE HERMIT RIM ROAD AND GO
 GQ0292'0.5 MI. AND KEEP TO THE RIGHT, CONTINUE FOR 1.3 MI. AND TURN
 GQ0292'LEFT ON A GRAVELED ROAD, GO 0.1 MI. TO THE LOOKOUT TOWER
 GQ0292'AND STATION.
 GQ0292'
 GQ0292'STATION KNOB (1920), WAS USED AS REFERENCE MARK.
 GQ0292'
 GQ0292'A REFERENCE MARK SET ACCORDING TO FOR STATION
 GQ0292'KNOB (1920), WAS USED AS REFERENCE MARK FOR THIS STATION.  THE
 GQ0292'ARROW ON IT DOES NOT POINT TOWARD STATION KNOB 2.
 GQ0292
 GQ0292                          STATION RECOVERY (1952)
 GQ0292
 GQ0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0292'STATION WAS RECOVERED, AND ALL THE MARKS WERE FOUND AS DESCRIBED
 GQ0292'IN THE ORIGINAL DESCRIPTION.  THE ORIGINAL DESCRIPTION IS
 GQ0292'ADEQUATE TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0614 ***********************************************************************
 FQ0614  DESIGNATION -  KNOLL
 FQ0614  PID         -  FQ0614
 FQ0614  STATE/COUNTY-  AZ/COCONINO
 FQ0614  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0614
 FQ0614                         *CURRENT SURVEY CONTROL
 FQ0614  ___________________________________________________________________
 FQ0614* NAD 83(1992)-  35 28 51.85372(N)    111 33 41.79928(W)     ADJUSTED  
 FQ0614* NAVD 88     -      1941.8    (meters)    6371.     (feet)  VERTCON   
 FQ0614  ___________________________________________________________________
 FQ0614  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 FQ0614  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0614  HORZ ORDER  -  SECOND
 FQ0614
 FQ0614.The horizontal coordinates were established by classical geodetic methods
 FQ0614.and adjusted by the National Geodetic Survey in August 1993.
 FQ0614
 FQ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0614
 FQ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0614
 FQ0614.The geoid height was determined by GEOID03.
 FQ0614
 FQ0614;                    North         East     Units Scale Factor Converg.
 FQ0614;SPC AZ C     -   496,999.181   245,578.394   MT  0.99991279   +0 12 21.9
 FQ0614;SPC AZ C     - 1,630,574.74    805,703.39   iFT  0.99991279   +0 12 21.9
 FQ0614;UTM  12      - 3,926,539.004   449,053.550   MT  0.99963198   -0 19 33.5
 FQ0614
 FQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0614!SPC AZ C     -   0.99969893  x   0.99991279  =   0.99961175
 FQ0614!UTM  12      -   0.99969893  x   0.99963198  =   0.99933102
 FQ0614
 FQ0614:                Primary Azimuth Mark                     Grid Az
 FQ0614:SPC AZ C     -  CINDER                                   017 03 59.1
 FQ0614:UTM  12      -  CINDER                                   017 35 54.5
 FQ0614
 FQ0614|---------------------------------------------------------------------|
 FQ0614| PID    Reference Object                     Distance      Geod. Az  |
 FQ0614|                                                           dddmmss.s |
 FQ0614| FQ0700 CINDER                              APPROX. 4.8 KM 0171621.0 |
 FQ0614| CH2623 KNOLL RM 1                            9.123 METERS 13213     |
 FQ0614| CH2624 KNOLL RM 2                           10.302 METERS 23504     |
 FQ0614|---------------------------------------------------------------------|
 FQ0614
 FQ0614                          SUPERSEDED SURVEY CONTROL
 FQ0614
 FQ0614  NAD 83(1986)-  35 28 51.85170(N)    111 33 41.79688(W) AD(       ) 2
 FQ0614  NAD 27      -  35 28 51.83194(N)    111 33 39.23339(W) AD(       ) 2
 FQ0614  NGVD 29 (07/19/86) 1940.9    (m)         6368.     (f) VERT ANG    3  
 FQ0614
 FQ0614.Superseded values are not recommended for survey control.
 FQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0614.See file dsdata.txt to determine how the superseded data were derived.
 FQ0614
 FQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4905426539(NAD 83)
 FQ0614_MARKER: DD = SURVEY DISK
 FQ0614_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0614
 FQ0614  HISTORY     - Date     Condition        Report By
 FQ0614  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0614  HISTORY     - 1977     GOOD             NGS
 FQ0614
 FQ0614                          STATION DESCRIPTION
 FQ0614
 FQ0614'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0614'THE STATION IS LOCATED ON CEDAR RIDGE ON TOP OF A LOW BLACK KNOLL
 FQ0614'ON THE WEST SIDE OF U.S. HIGHWAY 89.  IT IS ABOUT 24 MILES NORTH
 FQ0614'OF FLAGSTAFF, 19-1/2 MILES SOUTH OF GRAY MOUNTAIN ON PROPERTY
 FQ0614'WHICH BELONGS TO THE U.S. FORREST SERVICE.
 FQ0614'
 FQ0614'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, KNOLL 1321
 FQ0614'1974.  IT IS SET IN TOP OF A 1-1/2 X 2 FOOT OUTCROP WHICH IS ON
 FQ0614'THE HIGHEST PART OF THE KNOLL.
 FQ0614'
 FQ0614'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, KNOLL 1321
 FQ0614'RM 1 1974.  IT IS SET IN TOP OF A 2 X 3 FOOT ROCK WHICH PROJECTS
 FQ0614'7 INCHES.
 FQ0614'
 FQ0614'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, KNOLL 1321
 FQ0614'RM 2 1974.  IT IS SET IN TOP OF AN OUTCROP WHICH PROJECTS 4 INCHES.
 FQ0614'
 FQ0614'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0614'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO NORTH ALONG
 FQ0614'U.S. 89 FOR 22.4 MILES TO A SIDE ROAD LEFT AT A GATE.  PASS THROUGH
 FQ0614'GATE AND GO WEST FOR 0.3 MILES TO A TELEPHONE LINE.  TURN LEFT
 FQ0614'ALONG A TRACK ROAD AND FOLLOW TELEPHONE LINE FOR 0.85 MILE.  BEAR
 FQ0614'RIGHT AND GO SOUTHWEST ACROSS COUNTRY FOR ABOUT 0.1 MILE TO
 FQ0614'STATION.
 FQ0614'
 FQ0614'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0614
 FQ0614                          STATION RECOVERY (1977)
 FQ0614
 FQ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0614'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 FQ0614'CONDITION AS DESCRIBED IN 1974.
 FQ0614'
 FQ0614'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0614'
 FQ0614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0614'ABOUT 24 MILES N. OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0331 ***********************************************************************
 GQ0331  DESIGNATION -  KNOLL
 GQ0331  PID         -  GQ0331
 GQ0331  STATE/COUNTY-  AZ/COCONINO
 GQ0331  USGS QUAD   -  GUNSIGHT POINT (1988)
 GQ0331
 GQ0331                         *CURRENT SURVEY CONTROL
 GQ0331  ___________________________________________________________________
 GQ0331* NAD 83(1992)-  36 41 46.80439(N)    112 33 24.44123(W)     ADJUSTED  
 GQ0331* NAVD 88     -      1688.4    (meters)    5539.     (feet)  VERTCON   
 GQ0331  ___________________________________________________________________
 GQ0331  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 GQ0331  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 GQ0331  HORZ ORDER  -  SECOND
 GQ0331
 GQ0331.The horizontal coordinates were established by classical geodetic methods
 GQ0331.and adjusted by the National Geodetic Survey in August 1993.
 GQ0331
 GQ0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0331
 GQ0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0331
 GQ0331.The geoid height was determined by GEOID03.
 GQ0331
 GQ0331;                    North         East     Units Scale Factor Converg.
 GQ0331;SPC AZ C     -   631,965.196   156,161.214   MT  0.99994029   -0 22 57.1
 GQ0331;SPC AZ C     - 2,073,376.63    512,339.94   iFT  0.99994029   -0 22 57.1
 GQ0331;SPC AZ W     -   632,458.837   319,985.668   MT  1.00007335   +0 42 47.2
 GQ0331;SPC AZ W     - 2,074,996.18  1,049,821.75   iFT  1.00007335   +0 42 47.2
 GQ0331;UTM  12      - 4,062,315.826   360,929.191   MT  0.99983828   -0 55 49.6
 GQ0331
 GQ0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0331!SPC AZ C     -   0.99973862  x   0.99994029  =   0.99967892
 GQ0331!SPC AZ W     -   0.99973862  x   1.00007335  =   0.99981195
 GQ0331!UTM  12      -   0.99973862  x   0.99983828  =   0.99957694
 GQ0331
 GQ0331|---------------------------------------------------------------------|
 GQ0331| PID    Reference Object                     Distance      Geod. Az  |
 GQ0331|                                                           dddmmss.s |
 GQ0331| CH2621 RED KNOLL RM 2                       23.113 METERS 07929     |
 GQ0331| CH2622 KNOLL RM 3                            8.550 METERS 10037     |
 GQ0331| CH2619 KNOLL AZ MK                                        1190931.3 |
 GQ0331| GQ0330 RED KNOLL                             0.300 METERS 19327     |
 GQ0331| CH2620 RED KNOLL RM 1                        5.056 METERS 19712     |
 GQ0331|---------------------------------------------------------------------|
 GQ0331
 GQ0331                          SUPERSEDED SURVEY CONTROL
 GQ0331
 GQ0331  NAD 83(1986)-  36 41 46.79848(N)    112 33 24.43681(W) AD(       ) 2
 GQ0331  NAD 27      -  36 41 46.84100(N)    112 33 21.74900(W) AD(       ) 2
 GQ0331  NGVD 29 (07/19/86) 1687.5    (m)         5536.     (f) VERT ANG    3  
 GQ0331
 GQ0331.Superseded values are not recommended for survey control.
 GQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0331.See file dsdata.txt to determine how the superseded data were derived.
 GQ0331
 GQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6092962316(NAD 83)
 GQ0331_MARKER: DS = TRIANGULATION STATION DISK
 GQ0331_SETTING: 80 = SET IN A BOULDER
 GQ0331_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0331
 GQ0331  HISTORY     - Date     Condition        Report By
 GQ0331  HISTORY     - 1953     MONUMENTED       CGS
 GQ0331
 GQ0331                          STATION DESCRIPTION
 GQ0331
 GQ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0331'THE STATION IS ABOUT 17-1/2 MILES SOUTH OF FREDONIA AND 12 MILES
 GQ0331'WEST OF RYAN (RANGER STATION).  IT IS ON THE SOUTHEAST RIM OF
 GQ0331'SNAKE GULCH, ABOUT 4 MILES NORTHEAST OF THE MOUTH OF SLIDE CANYON
 GQ0331'AND 1 MILE WEST OF THE ROAD LEADING TO BUCK HORN POINT.  IT IS ON
 GQ0331'THE SUMMIT OF A SMALL, RED SANDSTONE HILL THAT LIES AT THE
 GQ0331'END OF THE RIDGE THAT EXTENDS WEST ALONG THE NORTH SIDE OF
 GQ0331'WILLOW CANYON.
 GQ0331'
 GQ0331'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION STATION
 GQ0331'IN FREDONIA GO SOUTHEASTERLY ON U.S. HIGHWAY 89 FOR 1.3 MILES
 GQ0331'TO THE RYAN-BIG SPRINGS ROAD ON THE RIGHT.  TURN RIGHT AND
 GQ0331'FOLLOW THE GRADED ROAD SOUTHEASTERLY FOR 21.2 MILES TO RYAN
 GQ0331'ON THE RIGHT.  CONTINUE SOUTHERLY ON THE ROAD TO BIG SPRINGS
 GQ0331'FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT AT SIGN, SLIDE.  TURN
 GQ0331'RIGHT, AS PER SIGN, AND GO 1.3 MILES TO A FORK.  TAKE THE LEFT
 GQ0331'FORK, AS PER THE SLIDE SIGN, AND GO 1.9 MILES TO A ROAD
 GQ0331'INTERSECTION.  TAKE THE RIGHT FORK, WEST, AS PER SIGN, SLIDE
 GQ0331'TANK, AND GO 1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND
 GQ0331'CONTINUE WEST ON THE MAIN ROAD FOR 0.1 MILE TO A FORK.  TAKE THE
 GQ0331'RIGHT FORK AND CONTINUE WEST ON THE MAIN ROAD FOR 2.3 MILES
 GQ0331'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHWEST FOR
 GQ0331'0.6 MILE TO A ROAD INTERSECTION.  TAKE THE LEFT FORK,
 GQ0331'WEST-SOUTHWEST, FOR 0.8 MILE TO A FORK.  TURN RIGHT AND GO
 GQ0331'WEST ON THE BUCK HORN POINT ROAD FOR 3.6 MILES TO A FORK.  TAKE
 GQ0331'THE RIGHT FORK AND CONTINUE WEST FOR 2.6 MILES TO A ROAD
 GQ0331'INTERSECTION.  TURN LEFT, SOUTHEAST, AND CONTINUE ON THE BUCK
 GQ0331'HORN POINT ROAD FOR 1.1 MILES TO A TRIANGULAR BLAZE ON A
 GQ0331'PINYON TREE ON THE RIGHT, WEST, SIDE OF THE ROAD AND THE
 GQ0331'AZIMUTH MARK ON THE LEDGE 0.1 MILE TO THE EAST OF THE
 GQ0331'ROAD.  FROM THE TRIANGULAR BLAZE TURN RIGHT AND GO WEST,
 GQ0331'ACROSS COUNTRY AND ALONG THE FLAT CREST OF THE RIDGE, FOR
 GQ0331'1.2 MILES TO THE KNOLL ON THE POINT OF THE RIDGE AND THE
 GQ0331'STATION.
 GQ0331'
 GQ0331'THE STATION MARK IS STAMPED KNOLL 1953.  IT IS ON THE HIGHEST
 GQ0331'PART OF THE HILL AND SET IN A FLAT, SANDSTONE BOULDER THAT
 GQ0331'PROJECTS ABOUT 6 INCHES OUT OF THE GROUND.  (THIS BOULDER
 GQ0331'IS SUBJECT TO MOVEMENT WHEN WALKED UPON.)
 GQ0331'
 GQ0331'STATION RED KNOLL (USGS) IS IN THE SAME BOULDER AS THE STATION
 GQ0331'MARK AND IS 1 FOOT SOUTH-SOUTHWEST OF IT.  THE STATION MARK IS
 GQ0331'A 1-INCH DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE ROCK.
 GQ0331'
 GQ0331'REFERENCE MARK 1 IS STAMPED RED KNOLL NO 1.  IT IS A STANDARD
 GQ0331'U.S. GEOLOGICAL SURVEY DISK SET IN A SANDSTONE LEDGE THAT IS
 GQ0331'ABOUT 2 FEET HIGH.
 GQ0331'
 GQ0331'REFERENCE MARK 2 IS STAMPED RED KNOLL NO 2.  IT IS A STANDARD
 GQ0331'USGS DISK SET IN A SANDSTONE OUTCROP THAT PROJECTS ABOUT 18
 GQ0331'INCHES.  IT IS ABOUT 7 FEET LOWER THAN THE STATION MARK.
 GQ0331'
 GQ0331'REFERENCE MARK 3 IS STAMPED KNOLL NO 3 1953.  IT IS A STANDARD
 GQ0331'USC AND GS DISK SET IN A 4-FOOT BY 4-FOOT BOULDER THAT PROJECTS
 GQ0331'10 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 GQ0331'STATION MARK.
 GQ0331'
 GQ0331'THE AZIMUTH MARK IS STAMPED KNOLL 1953.  IT IS A STANDARD
 GQ0331'USC AND GS DISK SET IN A 2-FOOT LEDGE OF SANDSTONE.  IT IS 0.1
 GQ0331'MILE EAST OF THE ROAD AND 18 INCHES SOUTH OF A WHITE WITNESS
 GQ0331'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0620 ***********************************************************************
 FQ0620  DESIGNATION -  KOCH
 FQ0620  PID         -  FQ0620
 FQ0620  STATE/COUNTY-  AZ/COCONINO
 FQ0620  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0620
 FQ0620                         *CURRENT SURVEY CONTROL
 FQ0620  ___________________________________________________________________
 FQ0620* NAD 83(1992)-  35 16 11.77959(N)    111 32 42.21732(W)     ADJUSTED  
 FQ0620* NAVD 88     -      2048.1    (meters)    6719.     (feet)  VERTCON   
 FQ0620  ___________________________________________________________________
 FQ0620  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 FQ0620  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0620  HORZ ORDER  -  SECOND
 FQ0620
 FQ0620.The horizontal coordinates were established by classical geodetic methods
 FQ0620.and adjusted by the National Geodetic Survey in August 1993.
 FQ0620
 FQ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0620
 FQ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0620
 FQ0620.The geoid height was determined by GEOID03.
 FQ0620
 FQ0620;                    North         East     Units Scale Factor Converg.
 FQ0620;SPC AZ C     -   473,582.360   247,168.175   MT  0.99991408   +0 12 52.5
 FQ0620;SPC AZ C     - 1,553,747.90    810,919.21   iFT  0.99991408   +0 12 52.5
 FQ0620;UTM  12      - 3,903,115.077   450,425.982   MT  0.99963029   -0 18 53.1
 FQ0620
 FQ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0620!SPC AZ C     -   0.99968226  x   0.99991408  =   0.99959637
 FQ0620!UTM  12      -   0.99968226  x   0.99963029  =   0.99931267
 FQ0620
 FQ0620|---------------------------------------------------------------------|
 FQ0620| PID    Reference Object                     Distance      Geod. Az  |
 FQ0620|                                                           dddmmss.s |
 FQ0620| CH2625 KOCH RM 1                             8.660 METERS 02124     |
 FQ0620| FQ0618 OLD CAVES                           APPROX. 1.7 KM 0575820.0 |
 FQ0620| CH2626 KOCH RM 2                             8.002 METERS 19950     |
 FQ0620|---------------------------------------------------------------------|
 FQ0620
 FQ0620                          SUPERSEDED SURVEY CONTROL
 FQ0620
 FQ0620  NAD 83(1986)-  35 16 11.77532(N)    111 32 42.21626(W) AD(       ) 2
 FQ0620  NAD 27      -  35 16 11.74080(N)    111 32 39.63724(W) AD(       ) 2
 FQ0620  NGVD 29 (07/19/86) 2047.1    (m)         6716.     (f) VERT ANG    3  
 FQ0620
 FQ0620.Superseded values are not recommended for survey control.
 FQ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0620.See file dsdata.txt to determine how the superseded data were derived.
 FQ0620
 FQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5042603115(NAD 83)
 FQ0620_MARKER: DD = SURVEY DISK
 FQ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0620
 FQ0620  HISTORY     - Date     Condition        Report By
 FQ0620  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0620
 FQ0620                          STATION DESCRIPTION
 FQ0620
 FQ0620'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0620'THE STATION IS LOCATED 8-3/4 MILES NORTHEAST OF FLAGSTAFF AT THE
 FQ0620'INTERSECTION OF KOCH ROAD.  THE STATION IS ON PROPERTY BELONGING
 FQ0620'TO THE HIGHWAY DEPARTMENT.
 FQ0620'
 FQ0620'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, KOCH 1321
 FQ0620'1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FQ0620'PROJECTS 5 INCHES.  THE MARK IS 102 FEET NORTH OF KOCH ROAD, 48
 FQ0620'FEET EAST OF THE CENTER LINE OF U.S. 89 AND 26 FEET NORTH OF THE
 FQ0620'WITNESS POST.
 FQ0620'
 FQ0620'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, KOCH RM 1
 FQ0620'1321 1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FQ0620'PROJECTS 2 INCHES.  IT IS 55 FEET NORTH OF THE WITNESS POST, 48
 FQ0620'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 1-1/2 FEET WEST OF
 FQ0620'THE FENCE LIN
 FQ0620'
 FQ0620'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED, P AND M
 FQ0620'1321 MP 422.70 1973.  IT IS SET IN TOP OF A BURIED BOULDER WHICH
 FQ0620'PROJECTS 1 INCH.  IT IS 74-1/2 FEET NORTH OF KOCH ROAD, 48 FEET
 FQ0620'EAST OF THE CENTER LINE OF U.S. 89 AND 2 FEET WEST OF THE WITNESS
 FQ0620'POST.
 FQ0620'
 FQ0620'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0620'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO WEST AND NORTH
 FQ0620'ALONG U.S. 89 FOR 6.25 MILES TO KOCH ROAD AND STATION.
 FQ0620'
 FQ0620'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0903 ***********************************************************************
 DW0903  DESIGNATION -  KOFA
 DW0903  PID         -  DW0903
 DW0903  STATE/COUNTY-  AZ/YUMA
 DW0903  USGS QUAD   -  PALM CANYON (1990)
 DW0903
 DW0903                         *CURRENT SURVEY CONTROL
 DW0903  ___________________________________________________________________
 DW0903* NAD 83(1992)-  33 21 33.26729(N)    114 04 58.35625(W)     ADJUSTED  
 DW0903* NAVD 88     -      1472.4    (meters)    4831.     (feet)  VERTCON   
 DW0903  ___________________________________________________________________
 DW0903  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 DW0903  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0903  HORZ ORDER  -  FIRST
 DW0903
 DW0903.The horizontal coordinates were established by classical geodetic methods
 DW0903.and adjusted by the National Geodetic Survey in June 1998.
 DW0903
 DW0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0903
 DW0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0903
 DW0903.The geoid height was determined by GEOID03.
 DW0903
 DW0903;                    North         East     Units Scale Factor Converg.
 DW0903;SPC AZ W     -   261,648.334   182,380.274   MT  0.99994516   -0 10 59.0
 DW0903;SPC AZ W     -   858,426.29    598,360.48   iFT  0.99994516   -0 10 59.0
 DW0903;UTM  11      - 3,694,915.296   771,442.515   MT  1.00050852   +1 36 18.2
 DW0903;UTM  12      - 3,695,359.949   213,128.119   MT  1.00061475   -1 41 47.0
 DW0903
 DW0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0903!SPC AZ W     -   0.99977390  x   0.99994516  =   0.99971907
 DW0903!UTM  11      -   0.99977390  x   1.00050852  =   1.00028231
 DW0903!UTM  12      -   0.99977390  x   1.00061475  =   1.00038851
 DW0903
 DW0903:                Primary Azimuth Mark                     Grid Az
 DW0903:SPC AZ W     -  NEEDLES                                  086 06 00.7
 DW0903:UTM  11      -  NEEDLES                                  084 18 43.5
 DW0903:UTM  12      -  NEEDLES                                  087 36 48.7
 DW0903
 DW0903|---------------------------------------------------------------------|
 DW0903| PID    Reference Object                     Distance      Geod. Az  |
 DW0903|                                                           dddmmss.s |
 DW0903| DV1930 NEEDLES                             APPROX.72.6 KM 0855501.7 |
 DW0903| CF0913 KOFA RM                              11.220 METERS 18721     |
 DW0903| DW0916 CASTLE DOME PEAK                    APPROX.31.0 KM 1903112.4 |
 DW0903| DB1267 GILA                                APPROX.74.6 KM 2023214.6 |
 DW0903| DW0937 CHOCOLATE CAIRN                     APPROX.39.1 KM 2563640.7 |
 DW0903|---------------------------------------------------------------------|
 DW0903
 DW0903                          SUPERSEDED SURVEY CONTROL
 DW0903
 DW0903  NAD 83(1992)-  33 21 33.26729(N)    114 04 58.35625(W) AD(       ) 1
 DW0903  NAD 83(1986)-  33 21 33.26231(N)    114 04 58.36019(W) AD(       ) 1
 DW0903  NAD 27      -  33 21 33.14600(N)    114 04 55.58300(W) AD(       ) 1
 DW0903  NGVD 29 (07/19/86) 1471.6    (m)         4828.     (f) VERT ANG    3  
 DW0903
 DW0903.Superseded values are not recommended for survey control.
 DW0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0903.See file dsdata.txt to determine how the superseded data were derived.
 DW0903
 DW0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7144394915(NAD 83)
 DW0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0903+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 DW0903
 DW0903  HISTORY     - Date     Condition        Report By
 DW0903  HISTORY     - 1911     MONUMENTED       CGS
 DW0903  HISTORY     - 1934     GOOD             CGS
 DW0903  HISTORY     - 1949     SEE DESCRIPTION  CGS
 DW0903  HISTORY     - 20060307 GOOD             GEOCAC
 DW0903
 DW0903                          STATION DESCRIPTION
 DW0903
 DW0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DW0903'THE STATION IS ABOUT 57 MILES NE OF YUMA, 45 MILES NW OF
 DW0903'MOHAWK, ABOUT 18 MILES SSE OF QUARTZSITE, 9 MILES NW OF
 DW0903'NORTH STAR MINE OR POLARIS POST OFFICE, AND ON SOUTHERLY ONE
 DW0903'OF TWO HIGHEST PEAKS (ABOUT THE SAME ELEVATION) IN VICINITY.
 DW0903'
 DW0903'STATION IS MARKED BY A STANDARD BRONZE DISK CEMENTED IN DRILL
 DW0903'HOLE IN ROCK.
 DW0903'
 DW0903'REFERENCE MARK IS CROSS CUT IN ROCK 11.22 METERS (36.8 FEET)
 DW0903'FROM STATION N 47 DEG 39 MIN E.  IN 1934, REFERENCE
 DW0903'MARK WAS ESTABLISHED (PROBABLY STANDARD REFERENCE DISK) 10.99
 DW0903'METERS (36.06 FEET) (SLOPE) FROM STATION S 07 DEG 21 MIN W.
 DW0903'
 DW0903'TO REACH FROM E CITY LIMITS OF YUMA, GO E 7.5 MILES ON U.S.
 DW0903'HIGHWAY 80 TO ROAD LEADING N AT SIGN DOME-QUARTZSITE, TURN
 DW0903'LEFT AND GO 1.8 MILES, TURN RIGHT AND FOLLOW MAIN ROAD 8.6
 DW0903'MILES, TAKE LEFT FORK AND GO 1.1 MILES TO FORKS JUST AFTER
 DW0903'CROSSING BRIDGE, TAKE RIGHT FORK AND FOLLOW MAIN ROAD (QUARTZSITE
 DW0903'ROAD) 36.3 MILES TO ROAD ON RIGHT AT SIGN HORSE TANK 5-KING
 DW0903'MINE-NORTH STAR, GO E 13.7 MILES TO ROAD LEADING N TOWARD
 DW0903'RANGE OF MOUNTAINS, GO N 4.1 MILES, TURN SHARP LEFT AND GO
 DW0903'SSW 1.0 MILE TO DIM CROSS ROAD, TURN RIGHT (W) AND FOLLOW
 DW0903'MAIN-TRAVELED ROAD 5.9 MILES IN A WESTERLY DIRECTION TOWARDS
 DW0903'A CONE-SHAPED HILL, CONTINUE STRAIGHT AHEAD 0.9 MILE, TURN
 DW0903'N AND GO ABOUT 1.0 MILE TOWARD BASE OF MOUNTAIN TO END OF
 DW0903'TRUCK TRAVEL, GO TO ENTRANCE OF FIRST CANYON JUST E OF
 DW0903'HIGHEST OR MAIN PART OF MOUNTAIN, FOLLOW CANYON TO FORKS,
 DW0903'TAKE LEFT FORK AND GO UP CANYON (KEEPING TO ALL MAIN LEFT
 DW0903'FORKS) TO TOP, TURN LEFT AND CLIMB TO THE LEFT ONE OF TWO
 DW0903'PEAKS AND STATION SITE.
 DW0903
 DW0903                          STATION RECOVERY (1949)
 DW0903
 DW0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0903'THE STATION MARK HAS BEEN DESTROYED BUT THE 1934 REFERENCE
 DW0903'MARK WAS FOUND IN GOOD CONDITION.  AN UNSTAMPED BRONZE DISK
 DW0903'WAS FOUND LYING ON TOP OF THE GROUND BUT NO DRILL HOLE COULD
 DW0903'BE LOCATED.  STATION KOFA 2 1949 WAS ESTABLISHED NEARBY.
 DW0903
 DW0903                          STATION RECOVERY (2006)
 DW0903
 DW0903'RECOVERY NOTE BY GEOCACHING 2006 (JER)
 DW0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0905 ***********************************************************************
 DW0905  DESIGNATION -  KOFA 2
 DW0905  PID         -  DW0905
 DW0905  STATE/COUNTY-  AZ/YUMA
 DW0905  USGS QUAD   -  PALM CANYON (1990)
 DW0905
 DW0905                         *CURRENT SURVEY CONTROL
 DW0905  ___________________________________________________________________
 DW0905* NAD 83(1992)-  33 21 33.27414(N)    114 04 58.36059(W)     ADJUSTED  
 DW0905* NAVD 88     -      1487.9    (meters)    4882.     (feet)  VERTCON   
 DW0905  ___________________________________________________________________
 DW0905  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 DW0905  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DW0905  HORZ ORDER  -  SECOND
 DW0905
 DW0905.The horizontal coordinates were established by classical geodetic methods
 DW0905.and adjusted by the National Geodetic Survey in August 1993.
 DW0905
 DW0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0905
 DW0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0905
 DW0905.The geoid height was determined by GEOID03.
 DW0905
 DW0905;                    North         East     Units Scale Factor Converg.
 DW0905;SPC AZ W     -   261,648.545   182,380.163   MT  0.99994516   -0 10 59.0
 DW0905;SPC AZ W     -   858,426.98    598,360.11   iFT  0.99994516   -0 10 59.0
 DW0905;UTM  11      - 3,694,915.504   771,442.397   MT  1.00050852   +1 36 18.2
 DW0905;UTM  12      - 3,695,360.164   213,128.013   MT  1.00061475   -1 41 47.0
 DW0905
 DW0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0905!SPC AZ W     -   0.99977147  x   0.99994516  =   0.99971664
 DW0905!UTM  11      -   0.99977147  x   1.00050852  =   1.00027987
 DW0905!UTM  12      -   0.99977147  x   1.00061475  =   1.00038608
 DW0905
 DW0905|---------------------------------------------------------------------|
 DW0905| PID    Reference Object                     Distance      Geod. Az  |
 DW0905|                                                           dddmmss.s |
 DW0905| CF0917 KOFA 2 RM 2                           8.012 METERS 03520     |
 DW0905| CF0916 KOFA 2 RM 1                                        18748     |
 DW0905| CF0915 KOFA 2 AZ MK                                       3283538.7 |
 DW0905|---------------------------------------------------------------------|
 DW0905
 DW0905                          SUPERSEDED SURVEY CONTROL
 DW0905
 DW0905  NAD 83(1986)-  33 21 33.27124(N)    114 04 58.36750(W) AD(       ) 2
 DW0905  NAD 27      -  33 21 33.15100(N)    114 04 55.58100(W) AD(       ) 2
 DW0905  NGVD 29 (07/19/86) 1487.1    (m)         4879.     (f) VERT ANG    3  
 DW0905
 DW0905.Superseded values are not recommended for survey control.
 DW0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0905.See file dsdata.txt to determine how the superseded data were derived.
 DW0905
 DW0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7144294916(NAD 83)
 DW0905_MARKER: DS = TRIANGULATION STATION DISK
 DW0905_SETTING: 66 = SET IN ROCK OUTCROP
 DW0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0905+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 DW0905
 DW0905  HISTORY     - Date     Condition        Report By
 DW0905  HISTORY     - 1949     MONUMENTED       CGS
 DW0905  HISTORY     - 1952     GOOD             USE
 DW0905  HISTORY     - 1954     GOOD             CGS
 DW0905  HISTORY     - 20060307 GOOD             GEOCAC
 DW0905
 DW0905                          STATION DESCRIPTION
 DW0905
 DW0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0905'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE SOUTH-SOUTHEAST
 DW0905'OF QUARTZSITE, ABOUT 8 MILES AIR LINE EAST OF STATE HIGHWAY
 DW0905'95, ON THE SOUTHWEST POINT OF TWO POINTS, ABOUT THE SAME
 DW0905'ELEVATION, ON THE HIGHEST MOUNTAIN IN THIS VICINITY.  THE
 DW0905'STATION MARK IS 4 FEET WEST OF SMALL CAIRN, FLUSH WITH THE
 DW0905'GROUND AND STAMPED, KOFA 2 1949.
 DW0905'
 DW0905'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN THE
 DW0905'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, KOF NO 1 1934.
 DW0905'
 DW0905'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DW0905'STATION MARK, PROJECTS 12 INCHES AND STAMPED, KOFA 2 NO 2 1949.
 DW0905'
 DW0905'THE AZIMUTH MARK IS LOCATED ABOUT 100 YARDS EAST-SOUTHEAST
 DW0905'OF WHERE ROAD GOES INTO LARGE WASH ON THE SIDE OF THE NORTHWEST
 DW0905'END OF RIDGE, ABOUT 150 FEET NORTHWEST OF A HIGH SHEER CLIFFED
 DW0905'PINACLE AN ABOUT 20 FEET ABOVE THE VALLEY FLOOR.  IT IS FLUSH
 DW0905'WITH THE GROUND AND STAMPED, KOFA 2 1949.
 DW0905'
 DW0905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 DW0905'70 AND STATE HIGHWAY 95 IN QUARTZSITE, GO SOUTH ON STATE
 DW0905'HIGHWAY 95 FOR 18.0 MILES TO A GRADED ROAD LEFT, EAST, AT
 DW0905'POWER LINE POLE 508.  TURN LEFT AND GO 1.1 MILE TO CROSSROAD.
 DW0905'CONTINUE STRAIGHT AHEAD FOR 2.5 MILES TO FORK AND SIGN KOFA
 DW0905'QUEEN MINE.  TURN LEFT AND FOLLOW TRACK ROAD FOR 4.3 MILES TO
 DW0905'SIGN KOFA QUEEN MINE AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 DW0905'CONTINUE ON ROAD UP WASH FOR 3.0 MILES TO LARGE WASH ON THE
 DW0905'RIGHT, WEST, AND THE END OF TRUCK TRAVEL.  HERE PACK WEST
 DW0905'UP WASH ABOUT 0.5 MILE TO FORK IN WASH.  THENCE PACK WEST
 DW0905'UP RIDGE BETWEEN THE WASHES TO A SADDLE TO THE RIGHT,
 DW0905'NORTH, OF A SHEER CLIFF.  THENCE PACK AROUND THE SIDE OF
 DW0905'HILL AND INTO WASH NORTH OF SMALL BUTTE.  CONTINUE WEST UP
 DW0905'WASH TO THE HIGHEST POINT.  THE STATION IS ABOUT 150
 DW0905'YARDS SOUTHWEST ON ANOTHER HIGH POINT.  A 2 1/2-HOUR
 DW0905'PACK.
 DW0905
 DW0905                          STATION RECOVERY (1952)
 DW0905
 DW0905'RECOVERY NOTE BY US ENGINEERS 1952
 DW0905'RECOVERED REFERENCES - STATION IS COVERED WITH ROCK CAIRN.
 DW0905'
 DW0905'TO REACH FROM YUMA, TRAVEL NORTH ON HIGHWAY 95 TO MILE POST
 DW0905'89 (HIGHWAY 95 LEAVES 4TH AVE. AT MILE POST 25.8).  TURN RIGHT
 DW0905'AT SIGN MARKED PALM CANYON ON NEW GRADED ROAD AND GO 3.6
 DW0905'MILES TO A FORK RIGHT, GO RIGHT AND STAY ON WELL DEFINED TRACKS
 DW0905'FOR 4.9 MILES (ROAD IS ROUGH BUT CAN BE TRAVERSED IN 2 WHEEL
 DW0905'DRIVE VEHICLE), AT THIS POINT NOTICE YELLOW CLOTH ON OCOTILLO
 DW0905'AND A GROUP OF SMALL ROCKS SPELLING P C WITH AN ARROW POINTING
 DW0905'TOWARD MOUNTAIN, TURN LEFT ON DESERT PAVEMENT UNTIL HALTED
 DW0905'BY LARGE WASH, EITHER FIND ROUTE ACROSS WASH OR DISMOUNT
 DW0905'AND WALK CROSS COUNTRY 40 MINUTES TOWARD ENTRANCE OF FIRST
 DW0905'CANYON JUST EAST OF HIGHEST OR MAIN PART OF MOUNTAIN,
 DW0905'FOLLOW CANYON AND STAY IN WATERWAY.  KEEP MAIN PEAK TO THE
 DW0905'LEFT AND TURN LEFT AT ALL MAIN FORKS IN ORDER TO ASCEND
 DW0905'BEHIND THE MAIN PEAK.  AFTER REACHING FIRST SUMMIT
 DW0905'LEVEL, GO ON PAST THE STEEP ROCK ON THE LEFT AND TURN
 DW0905'LEFT UP SADDLE TO THE LEFT ONE OF TWO PEAKS AND THE STATION
 DW0905'SITE.  2-1/2 HOUR PACK FROM MOUTH OF CANYON TO STATION.
 DW0905
 DW0905                          STATION RECOVERY (1954)
 DW0905
 DW0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 DW0905'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED
 DW0905'AND ARE IN GOOD CONDITION.
 DW0905'
 DW0905'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE 1949 DESCRIPTION IS
 DW0905'ADEQUATE.
 DW0905
 DW0905                          STATION RECOVERY (2006)
 DW0905
 DW0905'RECOVERY NOTE BY GEOCACHING 2006 (JER)
 DW0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0908 ***********************************************************************
 DW0908  DESIGNATION -  KOFA NORTH BASE
 DW0908  PID         -  DW0908
 DW0908  STATE/COUNTY-  AZ/LA PAZ
 DW0908  USGS QUAD   -  LIVINGSTON HILLS NW (1990)
 DW0908
 DW0908                         *CURRENT SURVEY CONTROL
 DW0908  ___________________________________________________________________
 DW0908* NAD 83(1992)-  33 27 49.57557(N)    114 13 02.68471(W)     ADJUSTED  
 DW0908* NAVD 88     -       375.30   (+/-2cm)    1231.3    (feet)  VERTCON   
 DW0908  ___________________________________________________________________
 DW0908  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DW0908  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DW0908  HORZ ORDER  -  FIRST
 DW0908  VERT ORDER  -  THIRD ? (See Below)
 DW0908
 DW0908.The horizontal coordinates were established by classical geodetic methods
 DW0908.and adjusted by the National Geodetic Survey in August 1993.
 DW0908
 DW0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0908.The vertical order pertains to the NGVD 29 superseded value.
 DW0908
 DW0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0908
 DW0908.The geoid height was determined by GEOID03.
 DW0908
 DW0908;                    North         East     Units Scale Factor Converg.
 DW0908;SPC AZ W     -   273,289.418   169,911.471   MT  0.99995660   -0 15 27.9
 DW0908;SPC AZ W     -   896,618.83    557,452.33   iFT  0.99995660   -0 15 27.9
 DW0908;UTM  11      - 3,706,166.902   758,609.455   MT  1.00042461   +1 32 06.7
 DW0908
 DW0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0908!SPC AZ W     -   0.99994613  x   0.99995660  =   0.99990274
 DW0908!UTM  11      -   0.99994613  x   1.00042461  =   1.00037072
 DW0908
 DW0908|---------------------------------------------------------------------|
 DW0908| PID    Reference Object                     Distance      Geod. Az  |
 DW0908|                                                           dddmmss.s |
 DW0908| CF0919 KOFA NORTH BASE RM 1                 21.185 METERS 00257     |
 DW0908| CF0918 KOFA NORTH BASE AZ MK                              1795645.9 |
 DW0908| CF0920 KOFA NORTH BASE RM 2                 18.749 METERS 27222     |
 DW0908|---------------------------------------------------------------------|
 DW0908
 DW0908                          SUPERSEDED SURVEY CONTROL
 DW0908
 DW0908  NAD 83(1986)-  33 27 49.57333(N)    114 13 02.69122(W) AD(       ) 1
 DW0908  NAD 27      -  33 27 49.46600(N)    114 12 59.89400(W) AD(       ) 1
 DW0908  NGVD 29 (07/19/86)  374.60   (m)         1229.0    (f) LEVELING    3  
 DW0908
 DW0908.Superseded values are not recommended for survey control.
 DW0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0908.See file dsdata.txt to determine how the superseded data were derived.
 DW0908
 DW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5860906167(NAD 83)
 DW0908_MARKER: DS = TRIANGULATION STATION DISK
 DW0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0908_MARK LOGO: CGS   
 DW0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0908+STABILITY: SURFACE MOTION
 DW0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0908+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 DW0908
 DW0908  HISTORY     - Date     Condition        Report By
 DW0908  HISTORY     - 1949     MONUMENTED       CGS
 DW0908  HISTORY     - 1961     GOOD             CGS
 DW0908  HISTORY     - 1964     GOOD             CGS
 DW0908  HISTORY     - 1971     GOOD             NGS
 DW0908  HISTORY     - 1981     GOOD             NGS
 DW0908  HISTORY     - 19990805 GOOD             NGS
 DW0908  HISTORY     - 20081020 GOOD             JCLS
 DW0908
 DW0908                          STATION DESCRIPTION
 DW0908
 DW0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0908'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE SOUTH OF QUARTZSITE
 DW0908'ON THE FLAT SANDY AREA TO THE WEST OF STATE HIGHWAY 95.  THE
 DW0908'STATION MARK PROJECTS 4 INCHES, IS SET 38 PACES WEST OF
 DW0908'STATE HIGHWAY 95, 6 FEET WEST OF A WHITE WITNESS POST AND IS
 DW0908'STAMPED, KOFA NORTH BASE 1949.
 DW0908'
 DW0908'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS ABOUT 18 INCHES
 DW0908'LOWER THAN THE STATION MARK AND IS STAMPED, KOFA NORTH BASE
 DW0908'NO 1 1949.
 DW0908'
 DW0908'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 DW0908'AS THE STATION MARK AND IS STAMPED, KOFA NORTH BASE NO 2 1949.
 DW0908'
 DW0908'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 40 PACES WEST OF
 DW0908'STATE HIGHWAY 95, 3 FEET WEST OF A WHITE WITNESS POST AND
 DW0908'IS STAMPED, KOFA NORTH BASE 1949.
 DW0908'
 DW0908'TO REACH THE STATION FROM QUARTZSITE.  GO SOUTH ON STATE
 DW0908'HIGHWAY 95.  14.0 MILES TO THE STATION ON THE RIGHT.  A DRIVE
 DW0908'STATION.
 DW0908
 DW0908                          STATION RECOVERY (1961)
 DW0908
 DW0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AMS)
 DW0908'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DW0908
 DW0908                          STATION RECOVERY (1964)
 DW0908
 DW0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 DW0908'ALL STATION MARKINGS WERE LOCATED AND WERE IN GOOD CONDITION.  THE
 DW0908'LOCATION DESCRIPTION IS ADEQUATE.
 DW0908
 DW0908                          STATION RECOVERY (1971)
 DW0908
 DW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DW0908'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 DW0908'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 DW0908'DISTANCE AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY
 DW0908'WITH THE 1949 DATA COMPLETE NEW DESCRIPTION FOLLOWS--
 DW0908'
 DW0908'THE STATION IS LOCATED ABOUT 23 MILES EAST OF THE COLORADO
 DW0908'RIVER, 15 MILES SOUTH OF QUARTZSITE AND ON THE WEST SIDE OF
 DW0908'U.S. HIGHWAY 95.
 DW0908'
 DW0908'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE GO
 DW0908'EAST ON BUSINESS LOOP 10, U.S. 60 AND U.S. 95 FOR 0.7 MILE
 DW0908'TO THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 95.
 DW0908'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 95 FOR 14.7 MILES TO
 DW0908'THE STATION ON THE RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE
 DW0908'SOUTH ON U.S. HIGHWAY 95 FOR 0.4 MILE TO THE MARK ON THE RIGHT.)
 DW0908'
 DW0908'THE STATION MARK IS A STANDARD DISK STAMPED KOFA NORTH BASE
 DW0908'1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DW0908'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET
 DW0908'WEST OF THE CENTER OF U.S. HIGHWAY 95, 112 FEET NORTHEAST
 DW0908'OF A POWER LINE POLE AND 3 FEET WEST OF A METAL WITNESS POST
 DW0908'WITH SIGN.
 DW0908'
 DW0908'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KOFA NORTH BASE
 DW0908'NO 1 1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DW0908'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 133
 DW0908'FEET WEST OF THE CENTER OF U.S. HIGHWAY 95 AND 64.5 FEET NORTH
 DW0908'OF A METAL WITNESS POST WITH SIGN.
 DW0908'
 DW0908'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KOFA NORTH BASE
 DW0908'NO 2 1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DW0908'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 69
 DW0908'FEET NORTH-NORTHEAST OF A POWERLINE POLE AND 62 FEET WEST
 DW0908'OF A METAL WITNESS POST WITH SIGN.
 DW0908'
 DW0908'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KOFA NORTH BASE
 DW0908'1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DW0908'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 122
 DW0908'FEET WEST OF THE CENTER OF U.S. HIGHWAY 95 AND 2 FEET NORTH
 DW0908'OF A METAL WITNESS POST WITH SIGN.
 DW0908'
 DW0908'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 DW0908'SOUTH OF QUARTZSITE
 DW0908
 DW0908                          STATION RECOVERY (1981)
 DW0908
 DW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0908'THE STATION AND RMS WERE RECOVERED AS DECRIBED. MILL POST 90.4.
 DW0908
 DW0908                          STATION RECOVERY (1999)
 DW0908
 DW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DDW)
 DW0908'STATION AND RMS RECOVERED IN GOOD CONDITION - DESCRIPTION WAS NOT
 DW0908'VERIFIED AS HE DID NOT HAVE THEM WITH HIM.
 DW0908
 DW0908                          STATION RECOVERY (2008)
 DW0908
 DW0908'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DW0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0910 ***********************************************************************
 DW0910  DESIGNATION -  KOFA SOUTH BASE
 DW0910  PID         -  DW0910
 DW0910  STATE/COUNTY-  AZ/YUMA
 DW0910  USGS QUAD   -  LIVINGSTON HILLS NW (1990)
 DW0910
 DW0910                         *CURRENT SURVEY CONTROL
 DW0910  ___________________________________________________________________
 DW0910* NAD 83(1992)-  33 22 37.14996(N)    114 13 02.41258(W)     ADJUSTED  
 DW0910* NAVD 88     -       418.1    (meters)    1372.     (feet)  VERTCON   
 DW0910  ___________________________________________________________________
 DW0910  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DW0910  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW0910  HORZ ORDER  -  SECOND
 DW0910
 DW0910.The horizontal coordinates were established by classical geodetic methods
 DW0910.and adjusted by the National Geodetic Survey in August 1993.
 DW0910
 DW0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0910
 DW0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0910
 DW0910.The geoid height was determined by GEOID03.
 DW0910
 DW0910;                    North         East     Units Scale Factor Converg.
 DW0910;SPC AZ W     -   263,664.419   169,875.257   MT  0.99995664   -0 15 25.6
 DW0910;SPC AZ W     -   865,040.74    557,333.52   iFT  0.99995664   -0 15 25.6
 DW0910;UTM  11      - 3,696,540.961   758,874.180   MT  1.00042632   +1 31 54.2
 DW0910
 DW0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0910!SPC AZ W     -   0.99993945  x   0.99995664  =   0.99989609
 DW0910!UTM  11      -   0.99993945  x   1.00042632  =   1.00036574
 DW0910
 DW0910|---------------------------------------------------------------------|
 DW0910| PID    Reference Object                     Distance      Geod. Az  |
 DW0910|                                                           dddmmss.s |
 DW0910| CF0922 KOFA SOUTH BASE RM 1                 12.088 METERS 12429     |
 DW0910| CF0921 KOFA SOUTH BASE AZ MK                              1720032.1 |
 DW0910| CF0924 KOFA SOUTH BASE RM 3                  9.045 METERS 18257     |
 DW0910| CF0923 KOFA SOUTH BASE RM 2                  9.344 METERS 27229     |
 DW0910| DW0909 T1S R19W SECS 3 4 CC                 39.042 METERS 35344     |
 DW0910|---------------------------------------------------------------------|
 DW0910
 DW0910                          SUPERSEDED SURVEY CONTROL
 DW0910
 DW0910  NAD 83(1986)-  33 22 37.14809(N)    114 13 02.41918(W) AD(       ) 2
 DW0910  NAD 27      -  33 22 37.03000(N)    114 12 59.62400(W) AD(       ) 2
 DW0910  NGVD 29 (07/19/86)  417.4    (m)         1369.     (f) VERT ANG    3  
 DW0910
 DW0910.Superseded values are not recommended for survey control.
 DW0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0910.See file dsdata.txt to determine how the superseded data were derived.
 DW0910
 DW0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5887496541(NAD 83)
 DW0910_MARKER: DS = TRIANGULATION STATION DISK
 DW0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0910_STAMPING: KOFA SOUTH BASE 1990
 DW0910_MARK LOGO: CGS   
 DW0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0910+STABILITY: SURFACE MOTION
 DW0910
 DW0910  HISTORY     - Date     Condition        Report By
 DW0910  HISTORY     - 1949     MONUMENTED       CGS
 DW0910  HISTORY     - 1966     GOOD             CGS
 DW0910  HISTORY     - 1967     GOOD             CGS
 DW0910  HISTORY     - 1971     GOOD             NGS
 DW0910  HISTORY     - 1981     GOOD             NGS
 DW0910  HISTORY     - 19990805 GOOD             NGS
 DW0910
 DW0910                          STATION DESCRIPTION
 DW0910
 DW0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0910'THE STATION IS LOCATED ABOUT 19.5 MILES AIRLINE SOUTH OF
 DW0910'QUARTZSITE AND JUST WEST OF STATE HIGHWAY 95.  THE STATION
 DW0910'MARK PROJECTS 4 INCHES, IS SET 36 PACES WEST OF STATE HIGHWAY
 DW0910'95 AND 4-1/2 FEET SOUTHWEST OF A WHITE WITNESS POST.  IT IS
 DW0910'STAMPED, KOFA SOUTH BASE 1949.
 DW0910'
 DW0910'REFERENCE MARK NO. 1 PROJECTS 4 INCHES IS SET 28 PACES WEST
 DW0910'OF THE HIGHWAY AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 DW0910'IT IS STAMPED, KOFA SOUTH BASE NO 1 1949.
 DW0910'
 DW0910'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 DW0910'AS THE STATION MARK AND IS STAMPED, KOFA SOUTH BASE NO 2 1949.
 DW0910'
 DW0910'A U.S. GENERAL LAND OFFICE MARK IS RIVETED TO THE TOP OF A
 DW0910'2 INCH IRON PIPE THAT PROJECTS 8 INCHES.  IT IS 39 PACES
 DW0910'WEST OF THE HIGHWAY AND ABOUT 5 FEET LOWER THAN THE STATION
 DW0910'MARK.  IT IS STAMPED, T1N R19W S33 S4C S3C T1S R19W 1947.
 DW0910'
 DW0910'THE AZIMUTH MARK PROJECTS 8 INCHES, IS SET 35 PACES EAST OF
 DW0910'THE HIGHWAY, 3 PACES NORTH-NORTHEAST OF POWERLINE POLE 528 AND
 DW0910'1 FOOT NORTHEAST OF A WHITE WITNESS POST.  IT IS STAMPED,
 DW0910'KOFA SOUTH BASE 1949.
 DW0910'
 DW0910'TO REACH THE STATION FROM QUARTZSITE, GO SOUTH ON STATE HIGHWAY
 DW0910'95, 19.75 MILES TO THE STATION ON RIGHT.  A DRIVE STATION.
 DW0910'
 DW0910'A LEVEL AND TRAVERSE CONNECTION WAS MADE TO THE U.S. GENERAL
 DW0910'LAND OFFICE MARK.
 DW0910
 DW0910                          STATION RECOVERY (1966)
 DW0910
 DW0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (KFB)
 DW0910'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DW0910'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DW0910'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 DW0910'FOLLOWS.
 DW0910'
 DW0910'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 DW0910'10 AND U.S. HIGHWAY 95 ON THE SOUTH EDGE OF QUARTZSITE, GO
 DW0910'SOUTH ON U.S. HIGHWAY 95 FOR 19.2 MILES TO THE STATION ON
 DW0910'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 DW0910'SOUTH ON U.S. HIGHWAY 95 FOR 0.3 MILE TO POWERLINE POLE NUMBER
 DW0910'656 AND THE MARK ON THE LEFT.
 DW0910'
 DW0910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19.0 MILES
 DW0910'SOUTH OF QUARTZSITE, ABOUT 2.5 MILES NORTH OF THE ROAD LEADING
 DW0910'TO CIBOLA, ABOUT 5.0 MILES EAST OF WEAVER PASS AND 35 PACES
 DW0910'WEST OF U.S. HIGHWAY 95.
 DW0910
 DW0910                          STATION RECOVERY (1967)
 DW0910
 DW0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PAW)
 DW0910'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2,
 DW0910'AND THE U.S. GENERAL LAND OFFICE SECTION MARK WERE ALL RECOVERED
 DW0910'IN GOOD CONDITION AND AS DESCRIBED IN 1949.  REFERENCE MARK
 DW0910'1 IS IN DANGER OF BEING DISTURBED OR DESTROYED BY MODIFICATION
 DW0910'OF U.S. HIGHWAY 95, BUT THE 1949 DISTANCE AND DIRECTION WAS
 DW0910'CHECKED FAVORABLY AT THIS TIME AND THE MARK WAS LEFT
 DW0910'UNDISTURBED.  THE 1949 DISTANCES AND DIRECTIONS TO REFERENCE MARK
 DW0910'2 AND THE U.S.G.L.O. MARK WERE CHECKED FAVORABLY.
 DW0910'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 DW0910'DESCRIPTION FOLLOWS.
 DW0910'
 DW0910'THE STATION IS LOCATED ON GRAVEL COVERED DESERT PLAIN, ABOUT
 DW0910'19.5 MILES SOUTH OF QUARTZSITE AND ON THE WEST SIDE OF U.S.
 DW0910'HIGHWAY 95.
 DW0910'
 DW0910'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DW0910'10 AND U.S. HIGHWAY 95 AT QUARTZSITE, DRIVE SOUTH ON HIGHWAY
 DW0910'95 FOR 19.55 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DW0910'
 DW0910'THE SURFACE-STATION MARK IS A STANDARD DISK, STAMPED KOFA SOUTH
 DW0910'BASE 1949, SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES
 DW0910'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 DW0910'IT IS 55 FEET WEST OF THE CENTER OF THE PROJECTED RE-ALIGNED
 DW0910'HIGHWAY, 5.0 FEET WEST OF A METAL WITNESS POST WITH SIGN
 DW0910'ATTACHED AND 4.5 FEET SOUTHWEST OF A 4-INCHES SQUARE WOODEN
 DW0910'WITNESS POST.
 DW0910'
 DW0910'REFERENCE MARK 1, A STANDARD DISK STAMPED KOFA SOUTH BASE NO 1
 DW0910'1949, IS SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES
 DW0910'SQUARE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 DW0910'IS 27.0 FEET WEST OF THE CENTER OF THE RE-ALIGNED HIGHWAY.
 DW0910'
 DW0910'REFERENCE MARK 2, A STANDARD DISK STAMPED KOFA SOUTH BASE NO
 DW0910'2 1949, IS SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES
 DW0910'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND
 DW0910'SURFACE.  IT IS 60 FEET WEST OF THE CENTER OF THE HIGHWAY
 DW0910'AND 60.5 FEET EAST OF POWERLINE POLE PS59108.
 DW0910'
 DW0910'REFERENCE MARK 3, A STANDARD DISK STAMPED KOFA SOUTH BASE
 DW0910'NO. 3 1949, IS SET IN THE TOP OF A 10 INCHES IN DIAMETER
 DW0910'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 DW0910'IT IS 62 FEET WEST OF THE CENTER OF THE RE-ALIGNED HIGHWAY
 DW0910'AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 DW0910'
 DW0910'THE U.S. GENERAL LAND OFFICE MARK IS RIVETED TO THE TOP OF
 DW0910'A 2-INCHES IN DIAMETER IRON PIPE THAT PROJECTS 8 INCHES ABOVE
 DW0910'THE GROUND SURFACE.  IT IS STAMPED T1N R19W S33 S4C T1S R19W
 DW0910'1947.  IT IS 70 FEET WEST OF THE CENTER OF THE RE-ALIGNED
 DW0910'HIGHWAY AND 25 FEET NORTH OF THE CENTER OF AN OLD BLADED
 DW0910'ROAD.
 DW0910'
 DW0910'THE AZIMUTH MARK, A STANDARD DISK STAMPED KOFA SOUTH BASE 1949,
 DW0910'IS SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE
 DW0910'AT THE TOP AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 DW0910'IT IS 50 FEET EAST OF THE CENTER OF THE RE-ALIGNED HIGHWAY,
 DW0910'10 FEET NORTH-NORTHEAST OF POWERLINE POLE NUMBER 528 AND 1.0
 DW0910'FOOT NORTHEAST OF A 4-INCHES SQUARE WOODEN WITNESS POST.
 DW0910'
 DW0910'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON
 DW0910'THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT.
 DW0910
 DW0910                          STATION RECOVERY (1971)
 DW0910
 DW0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DW0910'THE STATION MARK, REFERENCE MARKS 2 AND 3, GLO MARK, AND THE
 DW0910'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DW0910'REFERENCE MARK 1 WAS FOUND DESTROYED, AND REFERENCE MARK 3
 DW0910'HAS BEEN ESTABLISHED BY AN UNKNOWN ORGANIZATION.  THE DISTANCE
 DW0910'AND DIRECTION TO REFERENCE MARK 2, GLO MARK, AND THE AZIMUTH
 DW0910'MARK COMPARED FAVORABLY WITH THE 1949 DATA COMPLETE NEW
 DW0910'DESCRIPTION FOLLOWS--
 DW0910'
 DW0910'THE STATION IS LOCATED ABOUT 30 MILES EAST OF THE COLORADO
 DW0910'RIVER, 20 MILES SOUTH OF QUARTZSITE AND ON THE WEST SIDE
 DW0910'OF U.S. HIGHWAY 95.
 DW0910'
 DW0910'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE,
 DW0910'GO EAST ON BUSINESS LOOP 10, U.S. HIGHWAY 60 AND U.S. HIGHWAY
 DW0910'95 FOR 0.7 MILE TO THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 DW0910'HIGHWAY 95.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 95 FOR
 DW0910'19.85 MILE POST 85.  CONTINUE SOUTH ON U.S. HIGHWAY 95 FOR
 DW0910'0.5 MILE TO THE STATION ON THE RIGHT.  (TO REACH THE AZIMUTH
 DW0910'MARK, CONTINUE SOUTH ON U.S. HIGHWAY 95 FOR 0.35 MILE TO
 DW0910'THE MARK ON THE LEFT.)
 DW0910'
 DW0910'THE STATION MARK IS A STANDARD DISK STAMPED KOFA SOUTH BASE
 DW0910'1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DW0910'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET
 DW0910'WEST OF THE CENTER OF U.S. HIGHWAY 95, 6 FEET SOUTH-SOUTHWEST
 DW0910'OF A 4 X 4-INCH WOODEN WITNESS POST AND 3 FEET NORTH-NORTHWEST
 DW0910'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DW0910'
 DW0910'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KOFA SOUTH BASE
 DW0910'NO 2 1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DW0910'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 60
 DW0910'FEET WEST OF THE CENTER OF U.S. HIGHWAY 95, 35 FEET WEST
 DW0910'OF THE METAL WITNESS POST WITH SIGN ATTACHED AND 28 FEET WEST
 DW0910'OF THE 4 X 4-INCH WOODEN WITNESS POST.
 DW0910'
 DW0910'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KOFA SOUTH BASE
 DW0910'NO 3 1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DW0910'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT 82 FEET
 DW0910'WEST OF U.S. HIGHWAY 95, 34.5 FEET SOUTH OF THE 4 X 4-INCH
 DW0910'WOODEN WITNESS POST AND 33 FEET SOUTH OF THE METAL WITNESS
 DW0910'POST WITH SIGN ATTACHED.
 DW0910'
 DW0910'THE MARK IS AN U.S. GENERAL LAND OFFICE DISK RIVETED TO THE
 DW0910'TOP OF A 2-INCH IRON PIPE AND IS STAMPED T1N R19W S33 S4 S3
 DW0910'CCT1S R19W 1947.  IT IS 131 FEET NORTH OF THE METAL WITNESS
 DW0910'POST WITH SIGN ATTACHED AND 73 FEET WEST OF THE CENTER OF
 DW0910'U.S. HIGHWAY 95.
 DW0910'
 DW0910'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KOFA SOUTH BASE
 DW0910'1949, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DW0910'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 10
 DW0910'FEET NORTH-NORTHWEST OF A POWER POLE NUMBER 656 AND 2.5 FEET
 DW0910'NORTHEAST OF A 4 X 4-INCH WOODEN WITNESS POST WITH SIGN ATTACHED.
 DW0910'
 DW0910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 DW0910'SOUTH OF QUARTZSITE
 DW0910
 DW0910                          STATION RECOVERY (1981)
 DW0910
 DW0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0910'THE STATION MARK AND REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK
 DW0910'WERE RECOVERED AS DESCRIBED.
 DW0910
 DW0910                          STATION RECOVERY (1999)
 DW0910
 DW0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DDW)
 DW0910'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION WAS NOT VERIFIED
 DW0910'AS HE DID NOT HAVE IT WITH HIM.  RM 1 AT KOFA SOUTH BASE NOT FOUND AS
 DW0910'NOTED IN RECOVERY NOTE DATED 1971.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0915 ***********************************************************************
 ES0915  DESIGNATION -  KOHLS
 ES0915  PID         -  ES0915
 ES0915  STATE/COUNTY-  AZ/GILA
 ES0915  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0915
 ES0915                         *CURRENT SURVEY CONTROL
 ES0915  ___________________________________________________________________
 ES0915* NAD 83(1992)-  34 18 44.43963(N)    111 06 04.38794(W)     ADJUSTED  
 ES0915* NAVD 88     -      1841.8    (meters)    6043.     (feet)  VERTCON   
 ES0915  ___________________________________________________________________
 ES0915  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 ES0915  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ES0915  HORZ ORDER  -  SECOND
 ES0915
 ES0915.The horizontal coordinates were established by classical geodetic methods
 ES0915.and adjusted by the National Geodetic Survey in August 1993.
 ES0915
 ES0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0915
 ES0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0915
 ES0915.The geoid height was determined by GEOID03.
 ES0915
 ES0915;                    North         East     Units Scale Factor Converg.
 ES0915;SPC AZ E     -   367,692.699   127,346.084   MT  0.99999117   -0 31 36.6
 ES0915;SPC AZ E     - 1,206,340.88    417,802.11   iFT  0.99999117   -0 31 36.6
 ES0915;SPC AZ C     -   367,598.320   288,411.543   MT  0.99996941   +0 27 34.9
 ES0915;SPC AZ C     - 1,206,031.23    946,232.10   iFT  0.99996941   +0 27 34.9
 ES0915;UTM  12      - 3,796,793.618   490,687.006   MT  0.99960107   -0 03 25.4
 ES0915
 ES0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0915!SPC AZ E     -   0.99971482  x   0.99999117  =   0.99970599
 ES0915!SPC AZ C     -   0.99971482  x   0.99996941  =   0.99968424
 ES0915!UTM  12      -   0.99971482  x   0.99960107  =   0.99931600
 ES0915
 ES0915|---------------------------------------------------------------------|
 ES0915| PID    Reference Object                     Distance      Geod. Az  |
 ES0915|                                                           dddmmss.s |
 ES0915| DZ1404 KOHLS RM 1                            8.680 METERS 06724     |
 ES0915| DZ1405 KOHLS RM 2                            8.963 METERS 21157     |
 ES0915| ES0937 RUIN                                APPROX. 3.8 KM 2292237.7 |
 ES0915|---------------------------------------------------------------------|
 ES0915
 ES0915                          SUPERSEDED SURVEY CONTROL
 ES0915
 ES0915  NAD 83(1986)-  34 18 44.43485(N)    111 06 04.39495(W) AD(       ) 2
 ES0915  NGVD 29 (08/03/87) 1841.0    (m)         6040.     (f) VERT ANG    3  
 ES0915
 ES0915.Superseded values are not recommended for survey control.
 ES0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0915.See file dsdata.txt to determine how the superseded data were derived.
 ES0915
 ES0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9068796794(NAD 83)
 ES0915_MARKER: DS = TRIANGULATION STATION DISK
 ES0915_SETTING: 66 = SET IN ROCK OUTCROP
 ES0915_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0915+STABILITY: POSITION/ELEVATION WELL
 ES0915
 ES0915  HISTORY     - Date     Condition        Report By
 ES0915  HISTORY     - 1984     MONUMENTED       AZDT
 ES0915
 ES0915                          STATION DESCRIPTION
 ES0915
 ES0915'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0915'THE STATION IS LOCATED 14-1/2 MILES NORTHEAST OF PAYSON, 1-1/4 MILES
 ES0915'SOUTHWEST OF KOHLS RANCH ON THE WEST SLOPE OF A HIGH TIMBERED RIDGE
 ES0915'WHICH IS EAST OF STATE ROUTE 260.
 ES0915'
 ES0915'THE STATION MARK IS AN AZDT DISK STAMPED---KOHLS 1984---.  IT IS SET
 ES0915'IN A DRILL HOLE IN A ROCK OUTCROP 5 FEET SOUTHEAST OF A WITNESS POST.
 ES0915'
 ES0915'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---KOHLS RM 1 1984---.  IT IS
 ES0915'SET IN A DRILL HOLE IN A BOULDER.
 ES0915'
 ES0915'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---KOHLS RM 2 1984---.  IT IS
 ES0915'SET IN A DRILL HOLE IN A BOULDER.
 ES0915'
 ES0915'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0915'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN LEFT AND TRAVEL
 ES0915'NORTH ALONG MAIN STREET FOR 0.7 MILE TO THE JUNCTION WITH STATE ROUTE
 ES0915'260.  TURN RIGHT AND TRAVEL EAST ALONG SR 260 FOR 14.85 MILE TO MILE
 ES0915'POST 266.75 AND A TRAIL ROAD RIGHT WHICH PARALLELS SR 260 FOR 600 FEET
 ES0915'SOUTH OF CONTROLL ROAD.  TURN RIGHT AND CONTINUE FOR 0.1 MILE TO A
 ES0915'TRACK ROAD RIGHT.  TURN RIGHT AND TRAVEL EAST FOR 0.15 MILE TO A GATE.
 ES0915'PASS THROUGH GATE FOR 0.3 MILE TO A FORK, TAKE LEFT FORK AND PASS
 ES0915'THROUGH A GATE FOR 0.35 MILE TO A T-INTERSECTION.  TURN RIGHT PASSING
 ES0915'UNDER POWER AND TELEPHONE LINES FOR 0.3 MILE TO A FORK.  TAKE THE
 ES0915'RIGHT FORK FOR 0.15 MILE TO END OF TRUCK TRAVEL.  PACK EASTSOUTHEAST
 ES0915'UP THE HILL TO THE STATION ON SOUTHWEST SIDE OF HILL NEAR AN OLD SCAR
 ES0915'MADE TO TAKE T.V. ANTENNA ON TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0864 ***********************************************************************
 CZ0864  DESIGNATION -  KOMELIH
 CZ0864  PID         -  CZ0864
 CZ0864  STATE/COUNTY-  AZ/PIMA
 CZ0864  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0864
 CZ0864                         *CURRENT SURVEY CONTROL
 CZ0864  ___________________________________________________________________
 CZ0864* NAD 83(1992)-  32 29 51.86239(N)    111 56 36.56123(W)     ADJUSTED  
 CZ0864* NAVD 88     -       568.43   (+/-2cm)    1864.9    (feet)  VERTCON   
 CZ0864  ___________________________________________________________________
 CZ0864  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 CZ0864  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CZ0864  HORZ ORDER  -  SECOND
 CZ0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0864
 CZ0864.The horizontal coordinates were established by classical geodetic methods
 CZ0864.and adjusted by the National Geodetic Survey in August 1993.
 CZ0864
 CZ0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0864.The vertical order pertains to the NGVD 29 superseded value.
 CZ0864
 CZ0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0864
 CZ0864.The geoid height was determined by GEOID03.
 CZ0864
 CZ0864;                    North         East     Units Scale Factor Converg.
 CZ0864;SPC AZ C     -   166,056.745   210,839.491   MT  0.99990008   -0 00 51.9
 CZ0864;SPC AZ C     -   544,805.59    691,730.61   iFT  0.99990008   -0 00 51.9
 CZ0864;UTM  12      - 3,596,000.644   411,365.482   MT  0.99969687   -0 30 25.0
 CZ0864
 CZ0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0864!SPC AZ C     -   0.99991556  x   0.99990008  =   0.99981565
 CZ0864!UTM  12      -   0.99991556  x   0.99969687  =   0.99961246
 CZ0864
 CZ0864|---------------------------------------------------------------------|
 CZ0864| PID    Reference Object                     Distance      Geod. Az  |
 CZ0864|                                                           dddmmss.s |
 CZ0864| CZ0866 KOMELIH RM 2                          6.440 METERS 10548     |
 CZ0864| CZ1258 T 84                                               3330639.5 |
 CZ0864| CZ0865 KOMELIH RM 1                          3.592 METERS 35821     |
 CZ0864|---------------------------------------------------------------------|
 CZ0864
 CZ0864                          SUPERSEDED SURVEY CONTROL
 CZ0864
 CZ0864  NAD 83(1986)-  32 29 51.85472(N)    111 56 36.56427(W) AD(       ) 2
 CZ0864  NAD 27      -  32 29 51.62900(N)    111 56 34.07600(W) AD(       ) 2
 CZ0864  NGVD 29 (??/??/92)  567.834  (m)         1862.97   (f) ADJ UNCH    2 0
 CZ0864
 CZ0864.Superseded values are not recommended for survey control.
 CZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0864.See file dsdata.txt to determine how the superseded data were derived.
 CZ0864
 CZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA1136596001(NAD 83)
 CZ0864_MARKER: DS = TRIANGULATION STATION DISK
 CZ0864_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0864_SP_SET: ROCK OUTCROP
 CZ0864_STAMPING: K O M E L I H 1936
 CZ0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0864+STABILITY: POSITION/ELEVATION WELL
 CZ0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0864+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 CZ0864
 CZ0864  HISTORY     - Date     Condition        Report By
 CZ0864  HISTORY     - 1936     MONUMENTED       CGS
 CZ0864  HISTORY     - 1952     GOOD             CGS
 CZ0864  HISTORY     - 1952     GOOD             NGS
 CZ0864  HISTORY     - 20080307 GOOD             INDIV
 CZ0864
 CZ0864                          STATION DESCRIPTION
 CZ0864
 CZ0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ0864'ON THE PAPAGO INDIAN RESERVATION, ABOUT 13 MILES NORTH-NORTHEAST
 CZ0864'OF SANTA ROSA INDIAN VILLAGE, ONE-HALF MILE EAST OF KOMELIH
 CZ0864'INDIAN VILLAGE, NEAR THE NORTH SIDE OF T. 11 S., R. 4 E., ON
 CZ0864'THE SUMMIT OF A LOW, ROCKY, AND ISOLATED HILL ABOUT 300
 CZ0864'FEET HIGH, AT THE EAST END OF THE HILL, ON THE SEMIDETACHED
 CZ0864'KNOLL WHICH FORMS THE HIGHEST POINT OF THE SUMMIT, ABOUT
 CZ0864'40 YARDS EAST OF A SMALL DIVIDE, 20 YARDS WEST OF THE SHARP
 CZ0864'DROP AT THE EAST END OF THE SUMMIT, 10 FEET NORTH OF THE
 CZ0864'SOUTH EDGE OF THE SUMMIT, IN FLAT ROCK LEDGE.  MARKED BY A
 CZ0864'STANDARD BRONZE DISK.  REFERENCE MARK
 CZ0864'NO. 1, A STANDARD BRONZE REFERENCE DISK IS ON
 CZ0864'THE LONGITUDINAL CENTER OF THE SUMMIT IN TOP OF A SMALL
 CZ0864'BOULDER AND 3.592 METERS (11.78 FEET) FROM STATION
 CZ0864'N 01 DEG 39 MIN W.  REFERENCE MARK NO. 2, A STANDARD
 CZ0864'BRONZE REFERENCE DISK IS NEAR EAST END OF
 CZ0864'THE SUMMIT, IN ROCK LEDGE AND 6.440 METERS (21.13 FEET)
 CZ0864'S 74 DEG 12 MIN E.  THE AZIMUTH MARK IS ON THE SANTA
 CZ0864'ROSA-CASA GRANDE HIGHWAY, 0.15 MILE NORTH-NORTHEAST ALONG
 CZ0864'THE HIGHWAY FROM THE NORTH END OF A LARGE WOODEN BRIDGE,
 CZ0864'ABOUT 120 YARDS NORTH BY WEST OF THE VILLAGE WINDMILL, AND
 CZ0864'30 FEET EAST OF THE CENTER OF THE HIGHWAY, MARKED BY A
 CZ0864'STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 CZ0864'TABLET, STAMPED T 84 1935, SET IN TOP OF A CONCRETE
 CZ0864'POST AND 0.6 MILE FROM STATION N 26 DEG 53 MIN W.
 CZ0864
 CZ0864                          STATION RECOVERY (1952)
 CZ0864
 CZ0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CZ0864'STATION IS LOCATED ABOUT 0.8 MILE SE OF KOMELIH.  TO REACH
 CZ0864'THE STATION, FOLLOW A TRACK ROAD 0.8 MILE SE FROM THE WINDMILL
 CZ0864'AT KOMELIH, THENCE ABOUT 300 YARDS S TO THE TOP OF ABOUT A
 CZ0864'300-FOOT HIGH ROCKY HILL.
 CZ0864'
 CZ0864'STATION MARK IS A STANDARD DISK, STAMPED KOMELIH 1936, SET
 CZ0864'IN THE TOP OF AN OUTCROP FLUSH WITH THE GROUND.  IT IS ON A
 CZ0864'SEMIDETACHED KNOLL WHICH FORMS THE HIGHEST POINT OF THE
 CZ0864'HILL, ABOUT 40 YARDS E OF THE DIVIDE, ABOUT 20 YARDS W OF
 CZ0864'THE DROP AT THE E EDGE OF THE SUMMIT, AND 9 FEET N OF THE S
 CZ0864'EDGE OF THE SUMMIT.
 CZ0864'
 CZ0864'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED KOMELIH
 CZ0864'NO 1 1936, SET IN THE TOP OF THE E END OF A 2- BY 2-FOOT
 CZ0864'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND.  IT IS 11.78 FEET
 CZ0864'N OF THE STATION AND 0.4 FOOT W OF THE E END OF THE OUTCROP.
 CZ0864'
 CZ0864'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED KOMELIH
 CZ0864'NO 2 1936, SET IN THE TOP OF THE W EDGE OF THE ROCK LEDGE OF
 CZ0864'THE E EDGE OF A SUMMIT.  IT IS 21.13 FEET E OF THE STATION
 CZ0864'AND 12 FEET N OF THE S EDGE OF THE SUMMIT.
 CZ0864
 CZ0864                          STATION RECOVERY (1952)
 CZ0864
 CZ0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CZ0864'0.9 MI SE FROM KOMELIH.
 CZ0864'0.8 MILE SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0864'THENCE 0.1 MILE SOUTH TO THE TOP OF A ROCKY HILL, ON THE
 CZ0864'SEMI-DETATCHED KNOLL WHICH FORMS THE HIGHEST POINT OF THE HILL, ABOUT
 CZ0864'40 YARDS EAST OF THE DIVIDE IN HILLS, ABOUT 20 YARDS WEST OF THE DROP
 CZ0864'AT THE EAST EDGE OF THE SUMMIT, IN TOP OF AN OUTCROP, ABOUT FLUSH WITH
 CZ0864'THE GROUND, 9 FEET NORTH OF THE SOUTH EDGE OF THE SUMMIT.
 CZ0864
 CZ0864                          STATION RECOVERY (2008)
 CZ0864
 CZ0864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (AH)
 CZ0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0865 ***********************************************************************
 CZ0865  DESIGNATION -  KOMELIH RM 1
 CZ0865  PID         -  CZ0865
 CZ0865  STATE/COUNTY-  AZ/PIMA
 CZ0865  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0865
 CZ0865                         *CURRENT SURVEY CONTROL
 CZ0865  ___________________________________________________________________
 CZ0865* NAD 83(1986)-  32 29 51.     (N)    111 56 35.     (W)     SCALED    
 CZ0865* NAVD 88     -       568.48   (+/-2cm)    1865.1    (feet)  VERTCON   
 CZ0865  ___________________________________________________________________
 CZ0865  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CZ0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0865
 CZ0865.The horizontal coordinates were scaled from a topographic map and have
 CZ0865.an estimated accuracy of +/- 6 seconds.
 CZ0865
 CZ0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0865.The vertical order pertains to the NGVD 29 superseded value.
 CZ0865
 CZ0865.The geoid height was determined by GEOID03.
 CZ0865
 CZ0865;                    North         East    Units  Estimated Accuracy
 CZ0865;SPC AZ C     -   166,030.      210,880.      MT  (+/- 180 meters Scaled)
 CZ0865
 CZ0865                          SUPERSEDED SURVEY CONTROL
 CZ0865
 CZ0865  NGVD 29 (??/??/92)  567.889  (m)         1863.15   (f) ADJ UNCH    2 0
 CZ0865
 CZ0865.Superseded values are not recommended for survey control.
 CZ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0865.See file dsdata.txt to determine how the superseded data were derived.
 CZ0865
 CZ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA114959(NAD 83)
 CZ0865_MARKER: DR = REFERENCE MARK DISK
 CZ0865_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0865_SP_SET: ROCK OUTCROP
 CZ0865_STAMPING: K O M E L I H NUMBER 1 1936
 CZ0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0865+STABILITY: POSITION/ELEVATION WELL
 CZ0865
 CZ0865  HISTORY     - Date     Condition        Report By
 CZ0865  HISTORY     - 1936     MONUMENTED       CGS
 CZ0865  HISTORY     - 1952     GOOD             NGS
 CZ0865
 CZ0865                          STATION DESCRIPTION
 CZ0865
 CZ0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0865'0.9 MI SE FROM KOMELIH.
 CZ0865'SAME DESCRIPTION TO REACH AS KOMELIH TRIANGLE STATION, IN TOP OF A 2
 CZ0865'FEET BY 2 FEET OUTCROP WHICH IS PROJECTING 1.0 FOOT ABOVE THE GROUND,
 CZ0865'11.8 FEET NORTH OF THE STATION, 0.4 FOOT WEST OF THE EAST EDGE OF THE
 CZ0865'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0866 ***********************************************************************
 CZ0866  DESIGNATION -  KOMELIH RM 2
 CZ0866  PID         -  CZ0866
 CZ0866  STATE/COUNTY-  AZ/PIMA
 CZ0866  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0866
 CZ0866                         *CURRENT SURVEY CONTROL
 CZ0866  ___________________________________________________________________
 CZ0866* NAD 83(1986)-  32 29 51.     (N)    111 56 36.     (W)     SCALED    
 CZ0866* NAVD 88     -       568.17   (+/-2cm)    1864.1    (feet)  VERTCON   
 CZ0866  ___________________________________________________________________
 CZ0866  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CZ0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0866
 CZ0866.The horizontal coordinates were scaled from a topographic map and have
 CZ0866.an estimated accuracy of +/- 6 seconds.
 CZ0866
 CZ0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0866.The vertical order pertains to the NGVD 29 superseded value.
 CZ0866
 CZ0866.The geoid height was determined by GEOID03.
 CZ0866
 CZ0866;                    North         East    Units  Estimated Accuracy
 CZ0866;SPC AZ C     -   166,030.      210,850.      MT  (+/- 180 meters Scaled)
 CZ0866
 CZ0866                          SUPERSEDED SURVEY CONTROL
 CZ0866
 CZ0866  NGVD 29 (??/??/92)  567.578  (m)         1862.13   (f) ADJ UNCH    2 0
 CZ0866
 CZ0866.Superseded values are not recommended for survey control.
 CZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0866.See file dsdata.txt to determine how the superseded data were derived.
 CZ0866
 CZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA113959(NAD 83)
 CZ0866_MARKER: DR = REFERENCE MARK DISK
 CZ0866_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0866_SP_SET: ROCK LEDGE
 CZ0866_STAMPING: K O M E L I H NUMBER 2 1936
 CZ0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0866+STABILITY: POSITION/ELEVATION WELL
 CZ0866
 CZ0866  HISTORY     - Date     Condition        Report By
 CZ0866  HISTORY     - 1936     MONUMENTED       CGS
 CZ0866  HISTORY     - 1952     GOOD             NGS
 CZ0866
 CZ0866                          STATION DESCRIPTION
 CZ0866
 CZ0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0866'0.9 MI SE FROM KOMELIH.
 CZ0866'SAME DESCRIPTION TO REACH AS KOMELIH TRIANGLE STATION, IN TOP OF THE
 CZ0866'WEST EDGE OF A ROCK LEDGE WHICH IS AT THE EAST EDGE OF THE SUMMIT,
 CZ0866'ABOUT FLUSH WITH THE GROUND, 21.1 FEET EAST OF THE STATION, 12 FEET
 CZ0866'NORTH OF SOUTH EDGE OF THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1309 ***********************************************************************
 DB1309  DESIGNATION -  KOOL
 DB1309  PID         -  DB1309
 DB1309  STATE/COUNTY-  AZ/YUMA
 DB1309  USGS QUAD   -  BARD (1979)
 DB1309
 DB1309                         *CURRENT SURVEY CONTROL
 DB1309  ___________________________________________________________________
 DB1309* NAD 83(1992)-  32 48 54.29244(N)    114 30 28.65482(W)     ADJUSTED  
 DB1309* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 DB1309  ___________________________________________________________________
 DB1309  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 DB1309  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DB1309  HORZ ORDER  -  SECOND
 DB1309
 DB1309.The horizontal coordinates were established by classical geodetic methods
 DB1309.and adjusted by the National Geodetic Survey in August 1993.
 DB1309
 DB1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1309
 DB1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1309
 DB1309.The geoid height was determined by GEOID03.
 DB1309
 DB1309;                    North         East     Units Scale Factor Converg.
 DB1309;SPC AZ W     -   201,506.722   142,382.711   MT  0.99999543   -0 24 38.8
 DB1309;SPC AZ W     -   661,111.29    467,134.88   iFT  0.99999543   -0 24 38.8
 DB1309;SPC CA 6     -   573,273.816 2,163,129.598   MT  0.99999487   +0 57 26.2
 DB1309;SPC CA 6     - 1,880,815.84  7,096,867.69   sFT  0.99999487   +0 57 26.2
 DB1309;UTM  11      - 3,633,537.861   733,311.019   MT  1.00027125   +1 21 04.0
 DB1309
 DB1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1309!SPC AZ W     -   0.99999786  x   0.99999543  =   0.99999329
 DB1309!SPC CA 6     -   0.99999786  x   0.99999487  =   0.99999273
 DB1309!UTM  11      -   0.99999786  x   1.00027125  =   1.00026911
 DB1309
 DB1309|---------------------------------------------------------------------|
 DB1309| PID    Reference Object                     Distance      Geod. Az  |
 DB1309|                                                           dddmmss.s |
 DB1309| CF0926 KOOL RM 1                            28.777 METERS 04144     |
 DB1309| CF0925 KOOL AZ MK                                         0872217.3 |
 DB1309| CF0927 KOOL RM 2                            31.080 METERS 23750     |
 DB1309|---------------------------------------------------------------------|
 DB1309
 DB1309                          SUPERSEDED SURVEY CONTROL
 DB1309
 DB1309  NAD 83(1986)-  32 48 54.29893(N)    114 30 28.66098(W) AD(       ) 2
 DB1309  NAD 27      -  32 48 54.14142(N)    114 30 25.84327(W) AD(       ) 2
 DB1309  NGVD 29 (07/19/86)   46.5    (m)          153.     (f) VERT ANG    3  
 DB1309
 DB1309.Superseded values are not recommended for survey control.
 DB1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1309.See file dsdata.txt to determine how the superseded data were derived.
 DB1309
 DB1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3331133538(NAD 83)
 DB1309_MARKER: DS = TRIANGULATION STATION DISK
 DB1309_SETTING: 0 = UNSPECIFIED SETTING
 DB1309
 DB1309  HISTORY     - Date     Condition        Report By
 DB1309  HISTORY     - 1964     MONUMENTED       CGS
 DB1309
 DB1309                          STATION DESCRIPTION
 DB1309
 DB1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1309'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF YUMA, 5
 DB1309'MILES SOUTHWEST OF YUMA PROVING GROUND HEADQUARTERS, 1 MILE
 DB1309'SOUTHWEST OF LAGUNA DAM AND ON THE EAST BANK OF THE COLORADO
 DB1309'RIVER.
 DB1309'
 DB1309'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE YUMA PROVING
 DB1309'GROUND HEADQUARTERS, GO WEST ON A BLACK TOP ROAD FOR 0.2 MILE
 DB1309'TO A CROSSROAD AT THE WEST END OF A BRIDGE OVER A CANAL.
 DB1309'TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF THE CANAL ON A
 DB1309'GRAVEL ROAD FOR 6.0 MILES TO A FLOOD GATE ON THE RIGHT.  CONTINUE
 DB1309'SOUTH ON THE GRAVEL ROAD FOR 0.15 MILE TO A SIDE ROAD AND CANAL
 DB1309'ON THE RIGHT.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF
 DB1309'THE CANAL ON A DIRT ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON
 DB1309'THE RIGHT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.65 MILE TO A
 DB1309'SIDE ROAD AND IRRIGATION DITCH ON THE RIGHT.  (NOTE--IN THE
 DB1309'EVENT THE FIELD IS FLOODED FOR IRRIGATION IT WILL BE A PACK
 DB1309'FROM THIS POINT.) TURN RIGHT AND GO SOUTHWEST ALONG THE TOP
 DB1309'OF A DIKE FOR 0.2 MILE, THENCE SOUTH ALONG THE TOP OF A SANDY
 DB1309'DIKE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DB1309'
 DB1309'THE STATION MARK, A STANDARD DISK STAMPED KOOL 1964, IS BRAZED
 DB1309'TO THE TOP END OF A 2-INCH CAST IRON PIPE SET IN CONCRETE
 DB1309'AND PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 31 FEET
 DB1309'NORTHWEST OF THE NORTHWEST EDGE OF A CULTIVATED FIELD, 17 FEET
 DB1309'SOUTHEAST OF THE WEST EDGE OF A BANK AND 1.6 FEET SOUTH OF A
 DB1309'METAL WITNESS POST.
 DB1309'
 DB1309'REFERENCE MARK 1, A STANDARD DISK STAMPED KOOL NO 1 1964, IS
 DB1309'BRAZED TO THE TOP END OF A 2-INCH CAST IRON PIPE SET IN
 DB1309'CONCRETE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DB1309'94.5 FEET NORTH OF THE METAL WITNESS POST, 49 FEET NORTHWEST
 DB1309'OF THE NORTHWEST EDGE OF THE CULTIVATED FIELD, 7 FEET SOUTHEAST
 DB1309'OF THE WEST EDGE OF THE BANK AND 1 FOOT NORTHWEST OF A METAL
 DB1309'POST.
 DB1309'
 DB1309'REFERENCE MARK 2, A STANDARD DISK STAMPED KOOL NO 2 1964, IS
 DB1309'BRAZED TO THE TOP END OF A 2-INCH CAST IRON PIPE SET IN
 DB1309'CONCRETE AND PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS
 DB1309'103 FEET SOUTHWEST OF THE METAL WITNESS POST, 47 FEET NORTHWEST OF
 DB1309'THE NORTHWEST EDGE OF THE CULTIVATED FIELD, 10 FEET SOUTHEAST OF
 DB1309'THE WEST EDGE OF THE BANK AND 1 FOOT NORTHWEST OF A METAL POST.
 DB1309'
 DB1309'AZIMUTH MARK, A STANDARD DISK STAMPED KOOL 1964, IS BRAZED
 DB1309'TO THE TOP END OF A 2-INCH CAST IRON PIPE SET IN CONCRETE
 DB1309'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 DB1309'NORTH OF THE NORTH EDGE OF A CANAL, 58 FEET NORTH OF THE
 DB1309'CENTER OF A DIRT ROAD, 2 FEET SOUTH OF A TELEPHONE POLE AND 1.7
 DB1309'FEET NORTH OF A METAL WITNESS POST.
 DB1309'
 DB1309'OBSERVATION WAS MADE FROM A 64 FOOT TOWER.
 DB1309'
 DB1309'NOTE--A FOUR WHEEL DRIVE VEHICLE REQUIRED.
 DB1309'
 DB1309'THIS STATION WAS USED TO LOCATED BDRY. PT. NO. 19 CALIF-ARIZ
 DB1309'WHICH LIES ON THE CENTERLINE OF THE COLORADO RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0160 ***********************************************************************
 CH0160  DESIGNATION -  KOPEKA
 CH0160  PID         -  CH0160
 CH0160  STATE/COUNTY-  AZ/PIMA
 CH0160  USGS QUAD   -  KOM VO (1988)
 CH0160
 CH0160                         *CURRENT SURVEY CONTROL
 CH0160  ___________________________________________________________________
 CH0160* NAD 83(1992)-  31 55 11.18632(N)    112 17 17.81481(W)     ADJUSTED  
 CH0160* NAVD 88     -       912.     (meters)    2992.     (feet)  SCALED    
 CH0160  ___________________________________________________________________
 CH0160  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CH0160  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CH0160  HORZ ORDER  -  FIRST
 CH0160
 CH0160.The horizontal coordinates were established by classical geodetic methods
 CH0160.and adjusted by the National Geodetic Survey in August 1993.
 CH0160
 CH0160.The orthometric height was scaled from a topographic map.
 CH0160
 CH0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0160
 CH0160.The geoid height was determined by GEOID03.
 CH0160
 CH0160;                    North         East     Units Scale Factor Converg.
 CH0160;SPC AZ C     -   102,032.218   178,217.774   MT  0.99991523   -0 11 47.4
 CH0160;SPC AZ C     -   334,751.37    584,703.98   iFT  0.99991523   -0 11 47.4
 CH0160;UTM  12      - 3,532,267.352   378,204.495   MT  0.99978295   -0 40 52.5
 CH0160
 CH0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0160!SPC AZ C     -   0.99986179  x   0.99991523  =   0.99977703
 CH0160!UTM  12      -   0.99986179  x   0.99978295  =   0.99964477
 CH0160
 CH0160:                Primary Azimuth Mark                     Grid Az
 CH0160:SPC AZ C     -  KOPEKA AZ MK                             055 31 27.5
 CH0160:UTM  12      -  KOPEKA AZ MK                             056 00 32.6
 CH0160
 CH0160|---------------------------------------------------------------------|
 CH0160| PID    Reference Object                     Distance      Geod. Az  |
 CH0160|                                                           dddmmss.s |
 CH0160| CH5814 KOPEKA AZ MK                                       0551940.1 |
 CH0160| CH5815 KOPEKA RM 1                           9.433 METERS 10357     |
 CH0160| CH5816 KOPEKA RM 2                           3.689 METERS 20520     |
 CH0160|---------------------------------------------------------------------|
 CH0160
 CH0160                          SUPERSEDED SURVEY CONTROL
 CH0160
 CH0160  NAD 83(1986)-  31 55 11.17840(N)    112 17 17.81549(W) AD(       ) 1
 CH0160  NAD 27      -  31 55 10.90700(N)    112 17 15.33600(W) AD(       ) 1
 CH0160
 CH0160.Superseded values are not recommended for survey control.
 CH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0160.See file dsdata.txt to determine how the superseded data were derived.
 CH0160
 CH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA7820432267(NAD 83)
 CH0160_MARKER: DS = TRIANGULATION STATION DISK
 CH0160_SETTING: 66 = SET IN ROCK OUTCROP
 CH0160
 CH0160  HISTORY     - Date     Condition        Report By
 CH0160  HISTORY     - 1935     MONUMENTED       CGS
 CH0160
 CH0160                          STATION DESCRIPTION
 CH0160
 CH0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CH0160'ON THE SUMMIT OF A VERY PROMINENT PEAK LOCALLY CALLED KOPA,
 CH0160'9 MILES, AIR LINE, SOUTH BY WEST OF PISINEMO.  MARKED BY A
 CH0160'STANDARD BRONZE DISK. REFERENCE MARK
 CH0160'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 9.433 METERS
 CH0160'(30.95 FEET) FROM STATION S 76 DEG 03 MIN E. REFERENCE
 CH0160'MARK NO. 2, A STANDARD BRONZE DISK, IS 3.689 METERS
 CH0160'(12.10 FEET) FROM STATION S 25 DEG 20 MIN W. IN
 CH0160'1936 AN AZIMUTH MARK WAS ESTABLISHED ON A BRUSHY FLAT ABOUT
 CH0160'0.1 MILE WEST OF AN EARTH RESERVOIR, 10 FEET SOUTH OF A TRACK
 CH0160'ROAD, PROJECTING ABOUT 8 INCHES ABOVE THE GROUND AND 3 MILES
 CH0160'FROM STATION N 55 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0552 ***********************************************************************
 FQ0552  DESIGNATION -  KOPI
 FQ0552  PID         -  FQ0552
 FQ0552  STATE/COUNTY-  AZ/COCONINO
 FQ0552  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0552
 FQ0552                         *CURRENT SURVEY CONTROL
 FQ0552  ___________________________________________________________________
 FQ0552* NAD 83(1992)-  35 59 44.08321(N)    111 23 36.71345(W)     ADJUSTED  
 FQ0552* NAVD 88     -      1344.1    (meters)    4410.     (feet)  VERTCON   
 FQ0552  ___________________________________________________________________
 FQ0552  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FQ0552  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0552  HORZ ORDER  -  SECOND
 FQ0552
 FQ0552.The horizontal coordinates were established by classical geodetic methods
 FQ0552.and adjusted by the National Geodetic Survey in August 1993.
 FQ0552
 FQ0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0552
 FQ0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0552
 FQ0552.The geoid height was determined by GEOID03.
 FQ0552
 FQ0552;                    North         East     Units Scale Factor Converg.
 FQ0552;SPC AZ C     -   554,148.905   260,525.915   MT  0.99992740   +0 18 26.9
 FQ0552;SPC AZ C     - 1,818,073.84    854,743.82   iFT  0.99992740   +0 18 26.9
 FQ0552;UTM  12      - 3,983,529.656   464,529.874   MT  0.99961550   -0 13 52.6
 FQ0552
 FQ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0552!SPC AZ C     -   0.99979283  x   0.99992740  =   0.99972025
 FQ0552!UTM  12      -   0.99979283  x   0.99961550  =   0.99940841
 FQ0552
 FQ0552|---------------------------------------------------------------------|
 FQ0552| PID    Reference Object                     Distance      Geod. Az  |
 FQ0552|                                                           dddmmss.s |
 FQ0552| CR7977 KOPI RM 1                             9.170 METERS 18646     |
 FQ0552| GP0491 GRAY HILL                           APPROX. 4.3 KM 3535834.2 |
 FQ0552| CR7978 KOPI RM 2                             9.030 METERS 35408     |
 FQ0552|---------------------------------------------------------------------|
 FQ0552
 FQ0552                          SUPERSEDED SURVEY CONTROL
 FQ0552
 FQ0552  NAD 83(1986)-  35 59 44.08368(N)    111 23 36.70813(W) AD(       ) 2
 FQ0552  NGVD 29 (07/12/88) 1343.3    (m)         4407.     (f) VERT ANG    3  
 FQ0552
 FQ0552.Superseded values are not recommended for survey control.
 FQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0552.See file dsdata.txt to determine how the superseded data were derived.
 FQ0552
 FQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6453083530(NAD 83)
 FQ0552_MARKER: DS = TRIANGULATION STATION DISK
 FQ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0552+STABILITY: SURFACE MOTION
 FQ0552
 FQ0552  HISTORY     - Date     Condition        Report By
 FQ0552  HISTORY     - 1983     MONUMENTED       AZDT
 FQ0552
 FQ0552                          STATION DESCRIPTION
 FQ0552
 FQ0552'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0552'THE STATION IS LOCATED 8-1/2 MILES NORTH OF CAMERON ALONG U.S. HIGHWAY
 FQ0552'89.
 FQ0552'
 FQ0552'THE STATION IS AN AZDT DISK STAMPED---KOPI 1983---.  IT IS SET IN TOP
 FQ0552'OF A 10 INCH CONCRETE MONUMENT 196 FEET WEST OF THE CENTERLINE OF THE
 FQ0552'HIGHWAY AND AND 3 FEET EAST OF THE WITNESS POST.
 FQ0552'
 FQ0552'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---KOPI RM 1 1983---.  IT IS
 FQ0552'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FQ0552'
 FQ0552'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---KOPI RM 2 1983---.  IT IS
 FQ0552'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FQ0552'
 FQ0552'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 FQ0552'FOR 8.5 MILES TO MILE POST 475.2 AND THE STATION ON THE LEFT ABOVE A
 FQ0552'HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1472 ***********************************************************************
 DA1472  DESIGNATION -  KUG
 DA1472  PID         -  DA1472
 DA1472  STATE/COUNTY-  AZ/PIMA
 DA1472  USGS QUAD   -  VAINOM KUG (1990)
 DA1472
 DA1472                         *CURRENT SURVEY CONTROL
 DA1472  ___________________________________________________________________
 DA1472* NAD 83(1992)-  32 04 13.73721(N)    112 02 28.89128(W)     ADJUSTED  
 DA1472* NAVD 88     -       650.75   (+/-2cm)    2135.0    (feet)  VERTCON   
 DA1472  ___________________________________________________________________
 DA1472  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DA1472  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DA1472  HORZ ORDER  -  SECOND
 DA1472  VERT ORDER  -  THIRD ? (See Below)
 DA1472
 DA1472.The horizontal coordinates were established by classical geodetic methods
 DA1472.and adjusted by the National Geodetic Survey in August 1993.
 DA1472
 DA1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1472.The vertical order pertains to the NGVD 29 superseded value.
 DA1472
 DA1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1472
 DA1472.The geoid height was determined by GEOID03.
 DA1472
 DA1472;                    North         East     Units Scale Factor Converg.
 DA1472;SPC AZ C     -   118,688.673   201,587.655   MT  0.99990171   -0 03 58.3
 DA1472;SPC AZ C     -   389,398.53    661,376.82   iFT  0.99990171   -0 03 58.3
 DA1472;UTM  12      - 3,548,722.488   401,711.046   MT  0.99971914   -0 33 10.7
 DA1472
 DA1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1472!SPC AZ C     -   0.99990268  x   0.99990171  =   0.99980440
 DA1472!UTM  12      -   0.99990268  x   0.99971914  =   0.99962184
 DA1472
 DA1472:                Primary Azimuth Mark                     Grid Az
 DA1472:SPC AZ C     -  CABABI RESET                             096 33 06.9
 DA1472:UTM  12      -  CABABI RESET                             097 02 19.3
 DA1472
 DA1472|---------------------------------------------------------------------|
 DA1472| PID    Reference Object                     Distance      Geod. Az  |
 DA1472|                                                           dddmmss.s |
 DA1472| AA5247 CABABI RESET                        APPROX. 4.3 KM 0962908.6 |
 DA1472| CH5817 KUG RM 1                              9.134 METERS 14653     |
 DA1472| CH5818 KUG RM 2                             10.135 METERS 32612     |
 DA1472|---------------------------------------------------------------------|
 DA1472
 DA1472                          SUPERSEDED SURVEY CONTROL
 DA1472
 DA1472  NAD 83(1986)-  32 04 13.73045(N)    112 02 28.89200(W) AD(       ) 2
 DA1472  NAD 27      -  32 04 13.47470(N)    112 02 26.42740(W) AD(       ) 2
 DA1472  NGVD 29 (07/19/86)  650.07   (m)         2132.8    (f) LEVELING    3  
 DA1472
 DA1472.Superseded values are not recommended for survey control.
 DA1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1472.See file dsdata.txt to determine how the superseded data were derived.
 DA1472
 DA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0171148722(NAD 83)
 DA1472_MARKER: DD = SURVEY DISK
 DA1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1472
 DA1472  HISTORY     - Date     Condition        Report By
 DA1472  HISTORY     - 1979     MONUMENTED       AZDT
 DA1472  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA1472
 DA1472                          STATION DESCRIPTION
 DA1472
 DA1472'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1472'THE STATION IS LOCATED ABOUT 14.25 MILES NORTHWEST OF SELLS ALONG THE
 DA1472'NORTH RIGHT-OF-WAY OF ARIZONA HIGHWAY 86.
 DA1472'
 DA1472'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED KUG 1979.  IT IS
 DA1472'SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT WHICH IS 100 FEET
 DA1472'NORTH OF THE HIGHWAY CENTERLINE AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 DA1472'FENCELINE.
 DA1472'
 DA1472'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED KUG RM1 1979
 DA1472'IT IS SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT WHICH IS
 DA1472'ABOUT 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH
 DA1472'OF THE RIGHT-OF-WAY FENCELINE.
 DA1472'
 DA1472'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED KUG RM 2
 DA1472'1979.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT WHICH
 DA1472'IS 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH
 DA1472'OF THE RIGHT-OF-WAY FENCE.
 DA1472'
 DA1472'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HIGHWAY 86 AND THE
 DA1472'OLD AJO HIGHWAY IN SELLS WHICH IS JUST WEST OF THE WATER TANK, TRAVEL
 DA1472'NORTHWEST ON HIGHWAY 86 FOR 20.2 MILES TO MILE POST 99.65 AND THE
 DA1472'STATION ON THE RIGHT JUST INSIDE OF THE RIGHT-OF-WAY FENCELINE.
 DA1472
 DA1472                          STATION RECOVERY (1999)
 DA1472
 DA1472'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0512 ***********************************************************************
 FR0512  DESIGNATION -  L 1
 FR0512  PID         -  FR0512
 FR0512  STATE/COUNTY-  AZ/MOHAVE
 FR0512  USGS QUAD   -  HACKBERRY (1977)
 FR0512
 FR0512                         *CURRENT SURVEY CONTROL
 FR0512  ___________________________________________________________________
 FR0512* NAD 83(1986)-  35 22 27.     (N)    113 43 32.     (W)     SCALED    
 FR0512* NAVD 88     -      1083.989  (meters)    3556.39   (feet)  POSTED    
 FR0512  ___________________________________________________________________
 FR0512  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FR0512  DYNAMIC HT  -        1082.690 (meters)    3552.13  (feet)  COMP
 FR0512  MODELED GRAV-     979,398.5   (mgal)                       NAVD 88
 FR0512
 FR0512  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0512
 FR0512.The horizontal coordinates were scaled from a topographic map and have
 FR0512.an estimated accuracy of +/- 6 seconds.
 FR0512
 FR0512.The orthometric height was determined by differential leveling
 FR0512.and adjusted by the  in 1992.
 FR0512.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0512.rate of 2.1 thru 3.0 mm/km.
 FR0512
 FR0512.The geoid height was determined by GEOID03.
 FR0512
 FR0512.The dynamic height is computed by dividing the NAVD 88
 FR0512.geopotential number by the normal gravity value computed on the
 FR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0512.degrees latitude (g = 980.6199 gals.).
 FR0512
 FR0512.The modeled gravity was interpolated from observed gravity values.
 FR0512
 FR0512;                    North         East    Units  Estimated Accuracy
 FR0512;SPC AZ W     -   485,100.      215,580.      MT  (+/- 180 meters Scaled)
 FR0512
 FR0512                          SUPERSEDED SURVEY CONTROL
 FR0512
 FR0512  NGVD 29 (??/??/92) 1083.186  (m)         3553.75   (f) ADJ UNCH    1 1
 FR0512
 FR0512.Superseded values are not recommended for survey control.
 FR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0512.See file dsdata.txt to determine how the superseded data were derived.
 FR0512
 FR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE523179(NAD 83)
 FR0512_MARKER: Q = CHISELED SQUARE
 FR0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0512_SP_SET: SANDSTONE POST
 FR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0512+STABILITY: SURFACE MOTION
 FR0512
 FR0512  HISTORY     - Date     Condition        Report By
 FR0512  HISTORY     - UNK      MONUMENTED       CGS
 FR0512  HISTORY     - 1940     GOOD             NGS
 FR0512  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0512
 FR0512                          STATION DESCRIPTION
 FR0512
 FR0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0512'IN HACKBERRY.
 FR0512'AT HACKBERRY, MOHAVE COUNTY, 106 FEET NORTHWEST OF THE NORTHWEST END
 FR0512'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 32.5 FEET
 FR0512'NORTHEAST OF THE CENTERLINE OF THE NORTH TRACK, 7 FEET NORTH OF A
 FR0512'POLE, 4.3 FEET WEST OF THE SOUTHEAST CORNER OF A FENCE AROUND THE
 FR0512'FIRST HOUSE WEST OF THE STATION, AND 1.7 FEET FROM A WHITE WOODEN
 FR0512'WITNESS POST.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A RED
 FR0512'SANDSTONE POST LETTERED USBM AND PROJECTING 0.2 FOOT ABOVE GROUND.
 FR0512
 FR0512                          STATION RECOVERY (1982)
 FR0512
 FR0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0512'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0340 ***********************************************************************
 DU0340  DESIGNATION -  L 101
 DU0340  PID         -  DU0340
 DU0340  STATE/COUNTY-  AZ/GILA
 DU0340  USGS QUAD   -  CHROME BUTTE (1966)
 DU0340
 DU0340                         *CURRENT SURVEY CONTROL
 DU0340  ___________________________________________________________________
 DU0340* NAD 83(1986)-  33 36 34.     (N)    110 37 35.     (W)     SCALED    
 DU0340* NAVD 88     -      1391.456  (meters)    4565.14   (feet)  ADJUSTED  
 DU0340  ___________________________________________________________________
 DU0340  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DU0340  DYNAMIC HT  -        1389.509 (meters)    4558.75  (feet)  COMP
 DU0340  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 DU0340
 DU0340  VERT ORDER  -  SECOND    CLASS 0
 DU0340
 DU0340.The horizontal coordinates were scaled from a topographic map and have
 DU0340.an estimated accuracy of +/- 6 seconds.
 DU0340
 DU0340.The orthometric height was determined by differential leveling
 DU0340.and adjusted in June 1991.
 DU0340
 DU0340.The geoid height was determined by GEOID03.
 DU0340
 DU0340.The dynamic height is computed by dividing the NAVD 88
 DU0340.geopotential number by the normal gravity value computed on the
 DU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0340.degrees latitude (g = 980.6199 gals.).
 DU0340
 DU0340.The modeled gravity was interpolated from observed gravity values.
 DU0340
 DU0340;                    North         East    Units  Estimated Accuracy
 DU0340;SPC AZ E     -   289,430.      170,700.      MT  (+/- 180 meters Scaled)
 DU0340
 DU0340                          SUPERSEDED SURVEY CONTROL
 DU0340
 DU0340  NGVD 29 (??/??/92) 1390.772  (m)         4562.89   (f) ADJ UNCH    2 0
 DU0340
 DU0340.Superseded values are not recommended for survey control.
 DU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0340.See file dsdata.txt to determine how the superseded data were derived.
 DU0340
 DU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC346189(NAD 83)
 DU0340_MARKER: DD = SURVEY DISK
 DU0340_SETTING: 80 = SET IN A BOULDER
 DU0340_SP_SET: BOULDER
 DU0340_STAMPING: L 101 1935
 DU0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0340+STABILITY: SURFACE MOTION
 DU0340
 DU0340  HISTORY     - Date     Condition        Report By
 DU0340  HISTORY     - 1935     MONUMENTED       USFS
 DU0340  HISTORY     - 1935     GOOD             NGS
 DU0340  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0340
 DU0340                          STATION DESCRIPTION
 DU0340
 DU0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0340'22.1 MI NE FROM GLOBE.
 DU0340'22.1 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0340'ABOUT 75 FEET SOUTH OF RIGHT-OF-WAY MARKER 1113+25, 35 FEET WEST OF
 DU0340'THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE GRANITE
 DU0340'BOULDER.  NOTE-- TO REACH FROM SALT RIVER BRIDGE LOCATED LOW, ARIZONA
 DU0340'GO SOUTH FOR 19.9 MILES TO STATION SITE.
 DU0340
 DU0340                          STATION RECOVERY (1979)
 DU0340
 DU0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0340'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.  THE ROAD HAS BEEN
 DU0340'WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0519 ***********************************************************************
 ET0519  DESIGNATION -  L 102
 ET0519  PID         -  ET0519
 ET0519  STATE/COUNTY-  AZ/YAVAPAI
 ET0519  USGS QUAD   -  MOUNT JOSH (1979)
 ET0519
 ET0519                         *CURRENT SURVEY CONTROL
 ET0519  ___________________________________________________________________
 ET0519* NAD 83(1986)-  34 39 36.     (N)    112 39 17.     (W)     SCALED    
 ET0519* NAVD 88     -      1541.439  (meters)    5057.20   (feet)  POSTED    
 ET0519  ___________________________________________________________________
 ET0519  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0519  DYNAMIC HT  -        1539.380 (meters)    5050.45  (feet)  COMP
 ET0519  MODELED GRAV-     979,244.9   (mgal)                       NAVD 88
 ET0519
 ET0519  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0519
 ET0519.The horizontal coordinates were scaled from a topographic map and have
 ET0519.an estimated accuracy of +/- 6 seconds.
 ET0519
 ET0519.The orthometric height was determined by differential leveling
 ET0519.and adjusted in November 2005.
 ET0519.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0519.was located on a no-check spur therefore a value was not computed.
 ET0519.No vertical observational check was made to the station.
 ET0519
 ET0519.The geoid height was determined by GEOID03.
 ET0519
 ET0519.The dynamic height is computed by dividing the NAVD 88
 ET0519.geopotential number by the normal gravity value computed on the
 ET0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0519.degrees latitude (g = 980.6199 gals.).
 ET0519
 ET0519.The modeled gravity was interpolated from observed gravity values.
 ET0519
 ET0519;                    North         East    Units  Estimated Accuracy
 ET0519;SPC AZ C     -   406,110.      145,710.      MT  (+/- 180 meters Scaled)
 ET0519
 ET0519                          SUPERSEDED SURVEY CONTROL
 ET0519
 ET0519  NGVD 29 (??/??/92) 1540.602  (m)         5054.46   (f) ADJ UNCH    2 0
 ET0519
 ET0519.Superseded values are not recommended for survey control.
 ET0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0519.See file dsdata.txt to determine how the superseded data were derived.
 ET0519
 ET0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD483365(NAD 83)
 ET0519_MARKER: DD = SURVEY DISK
 ET0519_SETTING: 66 = SET IN ROCK OUTCROP
 ET0519_SP_SET: GRANITE OUTCROP
 ET0519_STAMPING: L 102 1935
 ET0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0519+STABILITY: POSITION/ELEVATION WELL
 ET0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0519+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0519
 ET0519  HISTORY     - Date     Condition        Report By
 ET0519  HISTORY     - 1935     MONUMENTED       USFS
 ET0519  HISTORY     - 1974     GOOD             USGS
 ET0519  HISTORY     - 20090122 GOOD             GEOCAC
 ET0519
 ET0519                          STATION DESCRIPTION
 ET0519
 ET0519'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0519'11.5 MI N FROM SKULL VALLEY.
 ET0519'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. N. ALONG THE PAVED ROAD
 ET0519'TOWARD PRESCOTT, GO LEFT ON THE GRADED COUNTY ROAD 2.9 MI. TO T-RD.
 ET0519'WEST, GO STRAIGHT 1.0 MI. TO T-RD. EAST, GO STRAIGHT 2.7 MI., ABOUT
 ET0519'0.1 MI. SE OF A GRADED T-RD.  TO THE NE, IN THE TOP, NW CORNER OF A 7
 ET0519'FT. GRANITE OUT-CROP, ABOUT 100 FT. NE OF THE CENTER LINE OF THE RD.
 ET0519'AND 10 FT. HIGHER, MK. IS 2.0 FT ABOVE GROUND.
 ET0519
 ET0519                          STATION RECOVERY (2009)
 ET0519
 ET0519'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0476 ***********************************************************************
 ET0476  DESIGNATION -  L 103
 ET0476  PID         -  ET0476
 ET0476  STATE/COUNTY-  AZ/YAVAPAI
 ET0476  USGS QUAD   -  INDIAN PEAK (1986)
 ET0476
 ET0476                         *CURRENT SURVEY CONTROL
 ET0476  ___________________________________________________________________
 ET0476* NAD 83(1986)-  34 57 18.     (N)    112 48 40.     (W)     SCALED    
 ET0476* NAVD 88     -      1595.244  (meters)    5233.73   (feet)  POSTED    
 ET0476  ___________________________________________________________________
 ET0476  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ET0476  DYNAMIC HT  -        1593.120 (meters)    5226.76  (feet)  COMP
 ET0476  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 ET0476
 ET0476  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0476
 ET0476.The horizontal coordinates were scaled from a topographic map and have
 ET0476.an estimated accuracy of +/- 6 seconds.
 ET0476
 ET0476.The orthometric height was determined by differential leveling
 ET0476.and adjusted in November 2005.
 ET0476.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0476.was located on a no-check spur therefore a value was not computed.
 ET0476.No vertical observational check was made to the station.
 ET0476
 ET0476.The geoid height was determined by GEOID03.
 ET0476
 ET0476.The dynamic height is computed by dividing the NAVD 88
 ET0476.geopotential number by the normal gravity value computed on the
 ET0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0476.degrees latitude (g = 980.6199 gals.).
 ET0476
 ET0476.The modeled gravity was interpolated from observed gravity values.
 ET0476
 ET0476;                    North         East    Units  Estimated Accuracy
 ET0476;SPC AZ C     -   438,950.      131,670.      MT  (+/- 180 meters Scaled)
 ET0476
 ET0476                          SUPERSEDED SURVEY CONTROL
 ET0476
 ET0476  NGVD 29 (??/??/92) 1594.307  (m)         5230.66   (f) ADJ UNCH    2 0
 ET0476
 ET0476.Superseded values are not recommended for survey control.
 ET0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0476.See file dsdata.txt to determine how the superseded data were derived.
 ET0476
 ET0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD346695(NAD 83)
 ET0476_MARKER: DD = SURVEY DISK
 ET0476_SETTING: 66 = SET IN ROCK OUTCROP
 ET0476_SP_SET: MALAPAIS ROCK
 ET0476_STAMPING: L 103 1935
 ET0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0476+STABILITY: POSITION/ELEVATION WELL
 ET0476
 ET0476  HISTORY     - Date     Condition        Report By
 ET0476  HISTORY     - 1935     MONUMENTED       USFS
 ET0476  HISTORY     - 1935     GOOD             NGS
 ET0476
 ET0476                          STATION DESCRIPTION
 ET0476
 ET0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0476'3.6 MI NW FROM WALNUT CREEK RANGER STATION.
 ET0476'3.6 MILE. N.W. ALONG ROAD TO SELIGMAN. 0.1 MI. S.E. OF A CATTLE GUARD
 ET0476'ACROSS ROAD, 120 FT. W. OF THE CENTER LINE ROAD, 10 FT. N.E. OF A
 ET0476'JUNIPER TREE, STD.  FOREST SERVICE DISC SET IN A MALAPAIS ROCK
 ET0476'OUT-CROP, ABOUT 5 FT. ABOVE THE ROAD BED, STAMPED, L 103 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0481 ***********************************************************************
 DU0481  DESIGNATION -  L 107
 DU0481  PID         -  DU0481
 DU0481  STATE/COUNTY-  AZ/PINAL
 DU0481  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0481
 DU0481                         *CURRENT SURVEY CONTROL
 DU0481  ___________________________________________________________________
 DU0481* NAD 83(1986)-  33 15 33.     (N)    111 20 13.     (W)     SCALED    
 DU0481* NAVD 88     -       574.73   (+/-2cm)    1885.6    (feet)  VERTCON   
 DU0481  ___________________________________________________________________
 DU0481  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DU0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0481
 DU0481.The horizontal coordinates were scaled from a topographic map and have
 DU0481.an estimated accuracy of +/- 6 seconds.
 DU0481
 DU0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0481.The vertical order pertains to the NGVD 29 superseded value.
 DU0481
 DU0481.The geoid height was determined by GEOID03.
 DU0481
 DU0481;                    North         East    Units  Estimated Accuracy
 DU0481;SPC AZ C     -   250,640.      267,370.      MT  (+/- 180 meters Scaled)
 DU0481
 DU0481                          SUPERSEDED SURVEY CONTROL
 DU0481
 DU0481  NGVD 29 (??/??/92)  574.178  (m)         1883.78   (f) ADJ UNCH    2 0
 DU0481
 DU0481.Superseded values are not recommended for survey control.
 DU0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0481.See file dsdata.txt to determine how the superseded data were derived.
 DU0481
 DU0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB686800(NAD 83)
 DU0481_MARKER: DB = BENCH MARK DISK
 DU0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0481_STAMPING: L 107 1935
 DU0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0481+STABILITY: SURFACE MOTION
 DU0481
 DU0481  HISTORY     - Date     Condition        Report By
 DU0481  HISTORY     - 1935     MONUMENTED       CGS
 DU0481  HISTORY     - 20070409 MARK NOT FOUND   GEOCAC
 DU0481
 DU0481                          STATION DESCRIPTION
 DU0481
 DU0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0481'IN FLORENCE JUNCTION.
 DU0481'AT FLORENCE JUNCTION, PINAL COUNTY, AT THE JUNCTION OF U.S. HIGHWAYS
 DU0481'60 AND 80, 250 FEET NORTHWEST OF THE SIGN BOARDS AT THE CENTER OF THE
 DU0481'TRIANGLE FORMED BY THE JUNCTION, 64 FEET NORTHWEST OF THE ENTRANCE TO
 DU0481'CAMP SUNKIST IN 1935, 34 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DU0481'SOUTHWEST CABIN, AND IN LINE WITH THE EAST EDGE OF THE CABIN.  A
 DU0481'STANDARD DISK, STAMPED L 107 1935 AND SET IN THE TOP OF A CONCRETE
 DU0481'POST.
 DU0481
 DU0481                          STATION RECOVERY (2007)
 DU0481
 DU0481'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0481'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THERE HAVE BEEN A
 DU0481'LOT OF CHANGES OVER THE YEARS. THERE IS MUCH BROKEN CONCRETE IN THE
 DU0481'AREA, AND MANY OUTLINES OF WHAT COULD HAVE BEEN CABIN FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0451 ***********************************************************************
 DU0451  DESIGNATION -  L 108
 DU0451  PID         -  DU0451
 DU0451  STATE/COUNTY-  AZ/PINAL
 DU0451  USGS QUAD   -  FLORENCE NE (1966)
 DU0451
 DU0451                         *CURRENT SURVEY CONTROL
 DU0451  ___________________________________________________________________
 DU0451* NAD 83(1986)-  33 12 11.     (N)    111 20 54.     (W)     SCALED    
 DU0451* NAVD 88     -       549.59   (+/-2cm)    1803.1    (feet)  VERTCON   
 DU0451  ___________________________________________________________________
 DU0451  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0451
 DU0451.The horizontal coordinates were scaled from a topographic map and have
 DU0451.an estimated accuracy of +/- 6 seconds.
 DU0451
 DU0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0451.The vertical order pertains to the NGVD 29 superseded value.
 DU0451
 DU0451.The geoid height was determined by GEOID03.
 DU0451
 DU0451;                    North         East    Units  Estimated Accuracy
 DU0451;SPC AZ C     -   244,410.      266,350.      MT  (+/- 180 meters Scaled)
 DU0451
 DU0451                          SUPERSEDED SURVEY CONTROL
 DU0451
 DU0451  NGVD 29 (??/??/92)  549.038  (m)         1801.30   (f) ADJ UNCH    2 0
 DU0451
 DU0451.Superseded values are not recommended for survey control.
 DU0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0451.See file dsdata.txt to determine how the superseded data were derived.
 DU0451
 DU0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB675738(NAD 83)
 DU0451_MARKER: DB = BENCH MARK DISK
 DU0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0451_STAMPING: L-108 1935
 DU0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0451+STABILITY: SURFACE MOTION
 DU0451
 DU0451  HISTORY     - Date     Condition        Report By
 DU0451  HISTORY     - 1935     MONUMENTED       CGS
 DU0451  HISTORY     - 1964     MARK NOT FOUND   USGS
 DU0451  HISTORY     - 20070325 MARK NOT FOUND   GEOCAC
 DU0451
 DU0451                          STATION DESCRIPTION
 DU0451
 DU0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0451'4.0 MI S FROM FLORENCE JUNCTION.
 DU0451'4.0 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM FLORENCE JUNCTION, AT THE
 DU0451'POINT WHERE THE HIGHWAY CROSSES A DITCH, 58 FEET SOUTHWEST OF A
 DU0451'CULVERT, 58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 48 FEET
 DU0451'SOUTH OF THE SOUTH EDGE OF THE DITCH.  A STANDARD DISK, STAMPED L 108
 DU0451'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DU0451
 DU0451                          STATION RECOVERY (1964)
 DU0451
 DU0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DU0451'MARK NOT FOUND.
 DU0451
 DU0451                          STATION RECOVERY (2007)
 DU0451
 DU0451'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0451'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0398 ***********************************************************************
 DA0398  DESIGNATION -  L 109
 DA0398  PID         -  DA0398
 DA0398  STATE/COUNTY-  AZ/PIMA
 DA0398  USGS QUAD   -  BATES WELL (1990)
 DA0398
 DA0398                         *CURRENT SURVEY CONTROL
 DA0398  ___________________________________________________________________
 DA0398* NAD 83(1986)-  32 09 01.     (N)    112 58 09.     (W)     SCALED    
 DA0398* NAVD 88     -       400.08   (+/-2cm)    1312.6    (feet)  VERTCON   
 DA0398  ___________________________________________________________________
 DA0398  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DA0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0398
 DA0398.The horizontal coordinates were scaled from a topographic map and have
 DA0398.an estimated accuracy of +/- 6 seconds.
 DA0398
 DA0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0398.The vertical order pertains to the NGVD 29 superseded value.
 DA0398
 DA0398.The geoid height was determined by GEOID03.
 DA0398
 DA0398;                    North         East    Units  Estimated Accuracy
 DA0398;SPC AZ C     -   128,020.      114,080.      MT  (+/- 180 meters Scaled)
 DA0398
 DA0398                          SUPERSEDED SURVEY CONTROL
 DA0398
 DA0398  NGVD 29 (??/??/92)  399.389  (m)         1310.33   (f) ADJ UNCH    2 0
 DA0398
 DA0398.Superseded values are not recommended for survey control.
 DA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0398.See file dsdata.txt to determine how the superseded data were derived.
 DA0398
 DA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA142587(NAD 83)
 DA0398_MARKER: DB = BENCH MARK DISK
 DA0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0398_STAMPING: L 109 1935
 DA0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0398+STABILITY: SURFACE MOTION
 DA0398
 DA0398  HISTORY     - Date     Condition        Report By
 DA0398  HISTORY     - 1935     MONUMENTED       CGS
 DA0398  HISTORY     - 1952     GOOD             NGS
 DA0398
 DA0398                          STATION DESCRIPTION
 DA0398
 DA0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0398'32.45 MI NW FROM LUKEVILLE.
 DA0398'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0398'LUKEVILLE TO A JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND A
 DA0398'Y JUNCTION, THENCE 14.35 MILES NORTH ALONG BATES WELL ROAD TO A Y
 DA0398'JUNCTION, THENCE 3.1 MILE NORTHEAST ALONG THE OLD (VERY DIM) BATES
 DA0398'WELL ROAD, AND ABOUT 1 MILE WEST OF A DEEPLY CUT SADDLE IN THE
 DA0398'MOUNTAINS, 24 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.7
 DA0398'FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0398'PROJECTING 0.3 FOOT ABOVE THE GROUND., AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0124 ***********************************************************************
 ET0124  DESIGNATION -  L 111
 ET0124  PID         -  ET0124
 ET0124  STATE/COUNTY-  AZ/YAVAPAI
 ET0124  USGS QUAD   -  HUMBOLDT (1973)
 ET0124
 ET0124                         *CURRENT SURVEY CONTROL
 ET0124  ___________________________________________________________________
 ET0124* NAD 83(1986)-  34 31 45.     (N)    112 13 46.     (W)     SCALED    
 ET0124* NAVD 88     -      1396.01   (+/-2cm)    4580.1    (feet)  VERTCON   
 ET0124  ___________________________________________________________________
 ET0124  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 ET0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0124
 ET0124.The horizontal coordinates were scaled from a topographic map and have
 ET0124.an estimated accuracy of +/- 6 seconds.
 ET0124
 ET0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0124.The vertical order pertains to the NGVD 29 superseded value.
 ET0124
 ET0124.The geoid height was determined by GEOID03.
 ET0124
 ET0124;                    North         East    Units  Estimated Accuracy
 ET0124;SPC AZ C     -   391,390.      184,650.      MT  (+/- 180 meters Scaled)
 ET0124
 ET0124                          SUPERSEDED SURVEY CONTROL
 ET0124
 ET0124  NGVD 29 (??/??/92) 1395.198  (m)         4577.41   (f) ADJ UNCH    2 0
 ET0124
 ET0124.Superseded values are not recommended for survey control.
 ET0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0124.See file dsdata.txt to determine how the superseded data were derived.
 ET0124
 ET0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD871215(NAD 83)
 ET0124_MARKER: DB = BENCH MARK DISK
 ET0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0124_STAMPING: L 111 1935
 ET0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0124+STABILITY: SURFACE MOTION
 ET0124
 ET0124  HISTORY     - Date     Condition        Report By
 ET0124  HISTORY     - 1935     MONUMENTED       CGS
 ET0124  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0124
 ET0124                          STATION DESCRIPTION
 ET0124
 ET0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0124'0.6 MI E FROM DEWEY.
 ET0124'ABOUT 0.6 MILE EAST ALONG THE CHERRY ROAD FROM DEWEY, YAVAPAI COUNTY,
 ET0124'AT CATTLE GUARD, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 2
 ET0124'FEET EAST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 ET0124
 ET0124                          STATION RECOVERY (1973)
 ET0124
 ET0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0729 ***********************************************************************
 CZ0729  DESIGNATION -  L 112
 CZ0729  PID         -  CZ0729
 CZ0729  STATE/COUNTY-  AZ/PIMA
 CZ0729  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0729
 CZ0729                         *CURRENT SURVEY CONTROL
 CZ0729  ___________________________________________________________________
 CZ0729* NAD 83(1986)-  32 14 46.     (N)    111 10 46.     (W)     SCALED    
 CZ0729* NAVD 88     -       830.84   (+/-2cm)    2725.8    (feet)  VERTCON   
 CZ0729  ___________________________________________________________________
 CZ0729  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0729
 CZ0729.The horizontal coordinates were scaled from a topographic map and have
 CZ0729.an estimated accuracy of +/- 6 seconds.
 CZ0729
 CZ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0729.The vertical order pertains to the NGVD 29 superseded value.
 CZ0729
 CZ0729.The geoid height was determined by GEOID03.
 CZ0729
 CZ0729;                    North         East    Units  Estimated Accuracy
 CZ0729;SPC AZ C     -   138,390.      282,830.      MT  (+/- 180 meters Scaled)
 CZ0729
 CZ0729                          SUPERSEDED SURVEY CONTROL
 CZ0729
 CZ0729  NGVD 29 (??/??/92)  830.156  (m)         2723.60   (f) ADJ UNCH    2 0
 CZ0729
 CZ0729.Superseded values are not recommended for survey control.
 CZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0729.See file dsdata.txt to determine how the superseded data were derived.
 CZ0729
 CZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA830677(NAD 83)
 CZ0729_MARKER: DB = BENCH MARK DISK
 CZ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0729_STAMPING: L 112 1935
 CZ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0729+STABILITY: SURFACE MOTION
 CZ0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0729+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0729
 CZ0729  HISTORY     - Date     Condition        Report By
 CZ0729  HISTORY     - 1935     MONUMENTED       CGS
 CZ0729  HISTORY     - 1951     GOOD             NGS
 CZ0729  HISTORY     - 20010922 GOOD             INDIV
 CZ0729  HISTORY     - 20060405 GOOD             NGS
 CZ0729
 CZ0729                          STATION DESCRIPTION
 CZ0729
 CZ0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0729'16.0 MI W FROM TUCSON.
 CZ0729'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0729'HIGHWAY 86 (AJO-TUCSON), THENCE 9.8 MILES NORTHWEST ALONG THE KINNEY
 CZ0729'ROAD (VIA MCCAIN LOOP), 0.25 MILE WEST OF A ROCK CULVERT UNDER THE
 CZ0729'ROAD, 0.2 MILE EAST OF A POINT WHERE THE ROAD CROSSES A CANYON, 22 1/2
 CZ0729'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF A WITNESS
 CZ0729'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 CZ0729'THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CZ0729
 CZ0729                          STATION RECOVERY (2001)
 CZ0729
 CZ0729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0729'WITNESS POST NO LONGER PRESENT.  MEASURED GPS COORDS, N32 14 46.8,
 CZ0729'W111 10 47.5, ELEV. 2728 FT.
 CZ0729
 CZ0729                          STATION RECOVERY (2006)
 CZ0729
 CZ0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0729'DISK IS NOW STAMPED 'L 112 1935 DOT.'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0420 ***********************************************************************
 CG0420  DESIGNATION -  L 113
 CG0420  PID         -  CG0420
 CG0420  STATE/COUNTY-  AZ/PIMA
 CG0420  USGS QUAD   -  FRESNO WASH (1982)
 CG0420
 CG0420                         *CURRENT SURVEY CONTROL
 CG0420  ___________________________________________________________________
 CG0420* NAD 83(1986)-  31 50 00.     (N)    111 24 55.     (W)     SCALED    
 CG0420* NAVD 88     -       923.06   (+/-2cm)    3028.4    (feet)  VERTCON   
 CG0420  ___________________________________________________________________
 CG0420  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CG0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0420
 CG0420.The horizontal coordinates were scaled from a topographic map and have
 CG0420.an estimated accuracy of +/- 6 seconds.
 CG0420
 CG0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0420.The vertical order pertains to the NGVD 29 superseded value.
 CG0420
 CG0420.The geoid height was determined by GEOID03.
 CG0420
 CG0420;                    North         East    Units  Estimated Accuracy
 CG0420;SPC AZ C     -    92,500.      260,820.      MT  (+/- 180 meters Scaled)
 CG0420
 CG0420                          SUPERSEDED SURVEY CONTROL
 CG0420
 CG0420  NGVD 29 (??/??/92)  922.318  (m)         3025.97   (f) ADJ UNCH    2 0
 CG0420
 CG0420.Superseded values are not recommended for survey control.
 CG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0420.See file dsdata.txt to determine how the superseded data were derived.
 CG0420
 CG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA607220(NAD 83)
 CG0420_MARKER: DB = BENCH MARK DISK
 CG0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0420_STAMPING: L 113 1935
 CG0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0420+STABILITY: SURFACE MOTION
 CG0420
 CG0420  HISTORY     - Date     Condition        Report By
 CG0420  HISTORY     - 1935     MONUMENTED       CGS
 CG0420  HISTORY     - 1951     GOOD             NGS
 CG0420  HISTORY     - 1977     GOOD             USGS
 CG0420  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0420
 CG0420                          STATION DESCRIPTION
 CG0420
 CG0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0420'19.3 MI S FROM THREE POINTS.
 CG0420'19.3 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0420'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 4.3 MILES SOUTH OF THE
 CG0420'PALO ALTO RANCH ON SASABE ROAD, 0.75 MILES SOUTHWEST OF A STEEL BRIDGE
 CG0420'OVER THE ALTAR WASH, AND ABOUT 250 FEET SOUTHWEST OF A POWER LINE
 CG0420'POLE, 56 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH
 CG0420'OF THE CENTER OF A DRAIN DITCH, 2 FEET SOUTH OF THE WITNESS POST, AND
 CG0420'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0420'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0420
 CG0420                          STATION RECOVERY (1977)
 CG0420
 CG0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0420'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0420'286.
 CG0420
 CG0420                          STATION RECOVERY (2001)
 CG0420
 CG0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0494 ***********************************************************************
 CG0494  DESIGNATION -  L 114
 CG0494  PID         -  CG0494
 CG0494  STATE/COUNTY-  AZ/PIMA
 CG0494  USGS QUAD   -  TWIN BUTTES (1981)
 CG0494
 CG0494                         *CURRENT SURVEY CONTROL
 CG0494  ___________________________________________________________________
 CG0494* NAD 83(1986)-  31 53 52.     (N)    111 03 23.     (W)     SCALED    
 CG0494* NAVD 88     -      1046.54   (+/-2cm)    3433.5    (feet)  VERTCON   
 CG0494  ___________________________________________________________________
 CG0494  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0494
 CG0494.The horizontal coordinates were scaled from a topographic map and have
 CG0494.an estimated accuracy of +/- 6 seconds.
 CG0494
 CG0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0494.The vertical order pertains to the NGVD 29 superseded value.
 CG0494
 CG0494.The geoid height was determined by GEOID03.
 CG0494
 CG0494;                    North         East    Units  Estimated Accuracy
 CG0494;SPC AZ C     -    99,860.      294,730.      MT  (+/- 180 meters Scaled)
 CG0494
 CG0494                          SUPERSEDED SURVEY CONTROL
 CG0494
 CG0494  NGVD 29 (??/??/92) 1045.782  (m)         3431.04   (f) ADJ UNCH    2 0
 CG0494
 CG0494.Superseded values are not recommended for survey control.
 CG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0494.See file dsdata.txt to determine how the superseded data were derived.
 CG0494
 CG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA946291(NAD 83)
 CG0494_MARKER: DB = BENCH MARK DISK
 CG0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0494_STAMPING: L 114 1935
 CG0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0494+STABILITY: SURFACE MOTION
 CG0494
 CG0494  HISTORY     - Date     Condition        Report By
 CG0494  HISTORY     - 1935     MONUMENTED       CGS
 CG0494  HISTORY     - 1954     GOOD             NGS
 CG0494  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0494
 CG0494                          STATION DESCRIPTION
 CG0494
 CG0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0494'0.4 MI SW FROM U.OKTWIN BUTTES.
 CG0494'0.4 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE STORE AT TWIN
 CG0494'BUTTES, 0.1 MILE SOUTHEAST OF A CATTLE GUARD ACROSS THE ROAD, ABOUT
 CG0494'150 YARDS EAST OF SOME MINE BUILDINGS ON THE WEST SIDE OF THE ROAD, ON
 CG0494'THE APPROXIMATE CENTER OF THE NORTHEAST BANK OF A SHALLOW CUT, 62.5
 CG0494'FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF A CONCRETE BOX
 CG0494'CULVERT, 29 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6
 CG0494'FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD,
 CG0494'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0494'GROUND.
 CG0494
 CG0494                          STATION RECOVERY (1976)
 CG0494
 CG0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0447 ***********************************************************************
 CG0447  DESIGNATION -  L 115
 CG0447  PID         -  CG0447
 CG0447  STATE/COUNTY-  AZ/PIMA
 CG0447  USGS QUAD   -  STEVENS MTN (1982)
 CG0447
 CG0447                         *CURRENT SURVEY CONTROL
 CG0447  ___________________________________________________________________
 CG0447* NAD 83(1986)-  31 55 34.     (N)    111 18 00.     (W)     SCALED    
 CG0447* NAVD 88     -      1063.29   (+/-2cm)    3488.5    (feet)  VERTCON   
 CG0447  ___________________________________________________________________
 CG0447  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CG0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0447
 CG0447.The horizontal coordinates were scaled from a topographic map and have
 CG0447.an estimated accuracy of +/- 6 seconds.
 CG0447
 CG0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0447.The vertical order pertains to the NGVD 29 superseded value.
 CG0447
 CG0447.The geoid height was determined by GEOID03.
 CG0447
 CG0447;                    North         East    Units  Estimated Accuracy
 CG0447;SPC AZ C     -   102,840.      271,670.      MT  (+/- 180 meters Scaled)
 CG0447
 CG0447                          SUPERSEDED SURVEY CONTROL
 CG0447
 CG0447  NGVD 29 (??/??/92) 1062.519  (m)         3485.95   (f) ADJ UNCH    2 0
 CG0447
 CG0447.Superseded values are not recommended for survey control.
 CG0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0447.See file dsdata.txt to determine how the superseded data were derived.
 CG0447
 CG0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA716322(NAD 83)
 CG0447_MARKER: DB = BENCH MARK DISK
 CG0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0447_STAMPING: L 115 1935
 CG0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0447+STABILITY: SURFACE MOTION
 CG0447
 CG0447  HISTORY     - Date     Condition        Report By
 CG0447  HISTORY     - 1935     MONUMENTED       CGS
 CG0447  HISTORY     - 1975     GOOD             USGS
 CG0447
 CG0447                          STATION DESCRIPTION
 CG0447
 CG0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0447'16.3 MI SW FROM SAN XAVIER.
 CG0447'16.3 MILES SOUTHWEST OF SAN XAVIER, PIMA COUNTY.  THIS BENCH MARK MAY
 CG0447'BE REACHED BY GOING 0.7 MILE NORTH ALONG THE TUCSON ROAD, THENCE 11.7
 CG0447'MILES SOUTHWEST ALONG THE SOTO RANCH ROAD, AND THENCE 3.9 MILES SOUTH
 CG0447'ALONG THE YELLOW BIRD MINE ROAD.  IT IS 0.8 MILE NORTHWEST OF LINCOLN
 CG0447'CAMP (IN 1935 THIS WAS THE OFFICE OF THE YELLOW BIRD MINE), IN THE WYE
 CG0447'FORMED BY A ROAD JUNCTION, AND 35 FEET SOUTH OF THE CENTERLINE OF THE
 CG0447'ROAD.  A STANDARD DISK, STAMPED L 115 1935 AND SET IN THE TOP OF A
 CG0447'CONCRETE POST.
 CG0447
 CG0447                          STATION RECOVERY (1975)
 CG0447
 CG0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0447'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.,
 CG0447'THENCE 11.6 MI S. ALONG SIERRITA MTN. RD., THENCE 1.1 MI W. ALONG
 CG0447'WINTHROP RD., THENCE 0.2 MI S. ALONG WILDCAT AVE. TO RD. FORK, THENCE
 CG0447'1.4 MI W. ALONG TRACK RD. 61 FT SE. OF CENTERLINE OF RD. SET IN
 CG0447'CONCRETE POST. NGS DISK STAMPED L 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0497 ***********************************************************************
 FS0497  DESIGNATION -  L 116
 FS0497  PID         -  FS0497
 FS0497  STATE/COUNTY-  AZ/MOHAVE
 FS0497  USGS QUAD   -  GRASSHOPPER JUNCTION NW (1967)
 FS0497
 FS0497                         *CURRENT SURVEY CONTROL
 FS0497  ___________________________________________________________________
 FS0497* NAD 83(1986)-  35 29 24.     (N)    114 23 27.     (W)     SCALED    
 FS0497* NAVD 88     -       917.340  (meters)    3009.64   (feet)  POSTED    
 FS0497  ___________________________________________________________________
 FS0497  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FS0497  DYNAMIC HT  -         916.300 (meters)    3006.23  (feet)  COMP
 FS0497  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 FS0497
 FS0497  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0497
 FS0497.The horizontal coordinates were scaled from a topographic map and have
 FS0497.an estimated accuracy of +/- 6 seconds.
 FS0497
 FS0497.The orthometric height was determined by differential leveling
 FS0497.and adjusted by the  in 1992.
 FS0497.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0497.rate of 1.1 thru 2.0 mm/km.
 FS0497
 FS0497.The geoid height was determined by GEOID03.
 FS0497
 FS0497.The dynamic height is computed by dividing the NAVD 88
 FS0497.geopotential number by the normal gravity value computed on the
 FS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0497.degrees latitude (g = 980.6199 gals.).
 FS0497
 FS0497.The modeled gravity was interpolated from observed gravity values.
 FS0497
 FS0497;                    North         East    Units  Estimated Accuracy
 FS0497;SPC AZ W     -   498,140.      155,210.      MT  (+/- 180 meters Scaled)
 FS0497
 FS0497                          SUPERSEDED SURVEY CONTROL
 FS0497
 FS0497  NGVD 29 (??/??/92)  916.559  (m)         3007.08   (f) ADJ UNCH    1 2
 FS0497
 FS0497.Superseded values are not recommended for survey control.
 FS0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0497.See file dsdata.txt to determine how the superseded data were derived.
 FS0497
 FS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV366305(NAD 83)
 FS0497_MARKER: DB = BENCH MARK DISK
 FS0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0497_STAMPING: L 116 1935
 FS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0497+STABILITY: SURFACE MOTION
 FS0497
 FS0497  HISTORY     - Date     Condition        Report By
 FS0497  HISTORY     - 1935     MONUMENTED       CGS
 FS0497  HISTORY     - 1950     GOOD             NGS
 FS0497
 FS0497                          STATION DESCRIPTION
 FS0497
 FS0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0497'11.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0497'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0497'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 3.7 MILES WEST
 FS0497'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.55
 FS0497'MILE WEST OF A POINT WHERE THE ROAD CROSSES A DRY WASH, 0.25
 FS0497'MILE EAST OF THE JUNCTION OF A TRACK ROAD LEADING NORTH, 44
 FS0497'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF THE
 FS0497'APPROXIMATE CENTER OF A DITCH, 2.6 FEET SOUTH OF A WITNESS
 FS0497'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 FS0497'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0518 ***********************************************************************
 CG0518  DESIGNATION -  L 117
 CG0518  PID         -  CG0518
 CG0518  STATE/COUNTY-  AZ/PIMA
 CG0518  USGS QUAD   -  ARIVACA (1979)
 CG0518
 CG0518                         *CURRENT SURVEY CONTROL
 CG0518  ___________________________________________________________________
 CG0518* NAD 83(1986)-  31 35 20.     (N)    111 19 00.     (W)     SCALED    
 CG0518* NAVD 88     -      1148.57   (+/-2cm)    3768.3    (feet)  VERTCON   
 CG0518  ___________________________________________________________________
 CG0518  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CG0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0518
 CG0518.The horizontal coordinates were scaled from a topographic map and have
 CG0518.an estimated accuracy of +/- 6 seconds.
 CG0518
 CG0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0518.The vertical order pertains to the NGVD 29 superseded value.
 CG0518
 CG0518.The geoid height was determined by GEOID03.
 CG0518
 CG0518;                    North         East    Units  Estimated Accuracy
 CG0518;SPC AZ C     -    65,440.      270,300.      MT  (+/- 180 meters Scaled)
 CG0518
 CG0518                          SUPERSEDED SURVEY CONTROL
 CG0518
 CG0518  NGVD 29 (??/??/92) 1147.740  (m)         3765.54   (f) ADJ UNCH    2 0
 CG0518
 CG0518.Superseded values are not recommended for survey control.
 CG0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0518.See file dsdata.txt to determine how the superseded data were derived.
 CG0518
 CG0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV699949(NAD 83)
 CG0518_MARKER: DB = BENCH MARK DISK
 CG0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0518_STAMPING: L 117 1935
 CG0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0518+STABILITY: SURFACE MOTION
 CG0518
 CG0518  HISTORY     - Date     Condition        Report By
 CG0518  HISTORY     - 1935     MONUMENTED       CGS
 CG0518  HISTORY     - 1952     GOOD             NGS
 CG0518  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0518
 CG0518                          STATION DESCRIPTION
 CG0518
 CG0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0518'1.6 MI NE FROM ARIVACA.
 CG0518'1.6 MILES NORTHEAST ALONG ARIVACA ROAD FROM THE SCHOOL AT ARIVACA, ON
 CG0518'THE TOP OF A SMALL RIDGE, 448 FEET SOUTH OF A CATTLE GUARD, 64 FEET
 CG0518'NORTH OF A DIM ROAD, 42 FEET EAST OF THE CENTER LINE OF ARIVACA ROAD,
 CG0518'2 FEET SOUTH OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING
 CG0518'0.5 FOOT, AND ABOUT LEVEL WITH THE ROAD.
 CG0518
 CG0518                          STATION RECOVERY (2001)
 CG0518
 CG0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0518'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0399 ***********************************************************************
 FS0399  DESIGNATION -  L 119
 FS0399  PID         -  FS0399
 FS0399  STATE/COUNTY-  AZ/MOHAVE
 FS0399  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0399
 FS0399                         *CURRENT SURVEY CONTROL
 FS0399  ___________________________________________________________________
 FS0399* NAD 83(1986)-  35 51 53.     (N)    114 30 04.     (W)     SCALED    
 FS0399* NAVD 88     -       612.159  (meters)    2008.39   (feet)  POSTED    
 FS0399  ___________________________________________________________________
 FS0399  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0399  DYNAMIC HT  -         611.530 (meters)    2006.33  (feet)  COMP
 FS0399  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 FS0399
 FS0399  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0399
 FS0399.The horizontal coordinates were scaled from a topographic map and have
 FS0399.an estimated accuracy of +/- 6 seconds.
 FS0399
 FS0399.The orthometric height was determined by differential leveling
 FS0399.and adjusted by the  in 1992.
 FS0399.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0399.rate of 0.0 thru 1.0 mm/km.
 FS0399
 FS0399.The geoid height was determined by GEOID03.
 FS0399
 FS0399.The dynamic height is computed by dividing the NAVD 88
 FS0399.geopotential number by the normal gravity value computed on the
 FS0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0399.degrees latitude (g = 980.6199 gals.).
 FS0399
 FS0399.The modeled gravity was interpolated from observed gravity values.
 FS0399
 FS0399;                    North         East    Units  Estimated Accuracy
 FS0399;SPC AZ W     -   539,780.      145,530.      MT  (+/- 180 meters Scaled)
 FS0399
 FS0399                          SUPERSEDED SURVEY CONTROL
 FS0399
 FS0399  NGVD 29 (??/??/92)  611.426  (m)         2005.99   (f) ADJ UNCH    1 1
 FS0399
 FS0399.Superseded values are not recommended for survey control.
 FS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0399.See file dsdata.txt to determine how the superseded data were derived.
 FS0399
 FS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV256718(NAD 83)
 FS0399_MARKER: DB = BENCH MARK DISK
 FS0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0399_STAMPING: L 119 1935
 FS0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0399+STABILITY: SURFACE MOTION
 FS0399
 FS0399  HISTORY     - Date     Condition        Report By
 FS0399  HISTORY     - 1935     MONUMENTED       CGS
 FS0399  HISTORY     - 1950     GOOD             NGS
 FS0399  HISTORY     - 1963     GOOD             NGS
 FS0399
 FS0399                          STATION DESCRIPTION
 FS0399
 FS0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0399'15.5 MI S FROM MOUTH OF DETRITAL WASH.
 FS0399'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0399'MEAD, THENCE 8.6 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.6
 FS0399'MILE NORTH OF THE JUNCTION OF A DIM DIRT ROAD LEADING NORTHWEST,
 FS0399'ON THE TOP OF A FLAT BARREN RIDGE, 53 FEET SOUTH OF THE
 FS0399'APPROXIMATE CENTER OF A DRY WASH, 35 FEET EAST OF THE CENTER
 FS0399'LINE OF THE ROAD, 24 FEET NORTHWEST OF A SMALL BUSHY MESQUITE
 FS0399'TREE, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER
 FS0399'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0399'0.8 FOOT ABOVE THE GROUND.
 FS0399
 FS0399                          STATION RECOVERY (1963)
 FS0399
 FS0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1078 ***********************************************************************
 DV1078  DESIGNATION -  L 12
 DV1078  PID         -  DV1078
 DV1078  STATE/COUNTY-  AZ/LA PAZ
 DV1078  USGS QUAD   -  SALOME (1990)
 DV1078
 DV1078                         *CURRENT SURVEY CONTROL
 DV1078  ___________________________________________________________________
 DV1078* NAD 83(1986)-  33 51 59.     (N)    113 32 41.     (W)     SCALED    
 DV1078* NAVD 88     -       608.028  (meters)    1994.84   (feet)  ADJUSTED  
 DV1078  ___________________________________________________________________
 DV1078  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV1078  DYNAMIC HT  -         607.307 (meters)    1992.47  (feet)  COMP
 DV1078  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 DV1078
 DV1078  VERT ORDER  -  FIRST     CLASS II
 DV1078
 DV1078.The horizontal coordinates were scaled from a topographic map and have
 DV1078.an estimated accuracy of +/- 6 seconds.
 DV1078
 DV1078.The orthometric height was determined by differential leveling
 DV1078.and adjusted in June 1991.
 DV1078
 DV1078.The geoid height was determined by GEOID03.
 DV1078
 DV1078.The dynamic height is computed by dividing the NAVD 88
 DV1078.geopotential number by the normal gravity value computed on the
 DV1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1078.degrees latitude (g = 980.6199 gals.).
 DV1078
 DV1078.The modeled gravity was interpolated from observed gravity values.
 DV1078
 DV1078;                    North         East    Units  Estimated Accuracy
 DV1078;SPC AZ W     -   317,870.      232,350.      MT  (+/- 180 meters Scaled)
 DV1078
 DV1078                          SUPERSEDED SURVEY CONTROL
 DV1078
 DV1078  NGVD 29 (??/??/92)  607.358  (m)         1992.64   (f) ADJ UNCH    1 2
 DV1078
 DV1078.Superseded values are not recommended for survey control.
 DV1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1078.See file dsdata.txt to determine how the superseded data were derived.
 DV1078
 DV1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC646502(NAD 83)
 DV1078_MARKER: DB = BENCH MARK DISK
 DV1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1078_STAMPING: 1992.640 L 12 1927
 DV1078_MARK LOGO: CGS   
 DV1078_PROJECTION: PROJECTING 10 CENTIMETERS
 DV1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1078+STABILITY: SURFACE MOTION
 DV1078
 DV1078  HISTORY     - Date     Condition        Report By
 DV1078  HISTORY     - 1927     MONUMENTED       CGS
 DV1078  HISTORY     - 1934     GOOD             NGS
 DV1078  HISTORY     - 1981     GOOD             NGS
 DV1078
 DV1078                          STATION DESCRIPTION
 DV1078
 DV1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1078'3.1 MI N FROM WENDEN.
 DV1078'3.1 MILES NORTH ALONG A ROAD FROM THE JUNCTION OF U.S. HIGHWAY 60 AT
 DV1078'WENDEN, YUMA COUNTY, 6.3 MILES SOUTH OF CUNNINGHAM PASS, IN LINE WITH
 DV1078'A LONE GIANT CACTUS ABOUT 1/4 MILE TO THE EAST AND THE THIRD MOUNTAIN
 DV1078'PEAK FROM THE NORTHEAST END OF THE HARQUAHALA MOUNTAIN RANGE TO THE
 DV1078'SOUTHEAST, 31 YARDS WEST OF THE CENTERLINE OF THE ROAD, AND 10 FEET
 DV1078'EAST OF THE EAST BANK OF THE TOP OF A CONCRETE POST PROJECTING 3
 DV1078'INCHES ABOVE GROUND.
 DV1078
 DV1078                          STATION RECOVERY (1981)
 DV1078
 DV1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1078'5.0 KM (3.15 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1078'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, IN LINE WITH A LONE GIANT
 DV1078'SAGUARO CACTUS TO THE EAST AND THE THIRD MOUNTAIN PEAK SOUTHEAST OF
 DV1078'THE NORTHEAST END OF THE HARQUAHALA MOUNTAIN RANGE, 31.0 METERS (102
 DV1078'FT) WEST OF THE CENTERLINE OF THE ROAD, 41.2 METERS (135 FT)
 DV1078'SOUTH-SOUTHEAST OF A POWER POLE, 37.5 METERS (123 FT) NORTH OF A
 DV1078'12-INCH MESQUITE TREE, 21.4 METERS (70.0 FT) EAST OF THE CENTERLINE OF
 DV1078'THE POWER LINES.
 DV1078'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DV1078'THE MARK IS 0.9 M BELOW THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0284 ***********************************************************************
 FS0284  DESIGNATION -  L 121
 FS0284  PID         -  FS0284
 FS0284  STATE/COUNTY-  AZ/MOHAVE
 FS0284  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0284
 FS0284                         *CURRENT SURVEY CONTROL
 FS0284  ___________________________________________________________________
 FS0284* NAD 83(1986)-  35 42 26.     (N)    114 28 41.     (W)     SCALED    
 FS0284* NAVD 88     -       738.942  (meters)    2424.35   (feet)  ADJUSTED  
 FS0284  ___________________________________________________________________
 FS0284  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0284  DYNAMIC HT  -         738.146 (meters)    2421.73  (feet)  COMP
 FS0284  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 FS0284
 FS0284  VERT ORDER  -  FIRST     CLASS I
 FS0284
 FS0284.The horizontal coordinates were scaled from a topographic map and have
 FS0284.an estimated accuracy of +/- 6 seconds.
 FS0284
 FS0284.The orthometric height was determined by differential leveling
 FS0284.and adjusted in June 1991.
 FS0284
 FS0284.The geoid height was determined by GEOID03.
 FS0284
 FS0284.The dynamic height is computed by dividing the NAVD 88
 FS0284.geopotential number by the normal gravity value computed on the
 FS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0284.degrees latitude (g = 980.6199 gals.).
 FS0284
 FS0284.The modeled gravity was interpolated from observed gravity values.
 FS0284
 FS0284;                    North         East    Units  Estimated Accuracy
 FS0284;SPC AZ W     -   522,290.      147,480.      MT  (+/- 180 meters Scaled)
 FS0284
 FS0284                          SUPERSEDED SURVEY CONTROL
 FS0284
 FS0284  NGVD 29 (??/??/92)  738.242  (m)         2422.05   (f) ADJ UNCH    1 1
 FS0284
 FS0284.Superseded values are not recommended for survey control.
 FS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0284.See file dsdata.txt to determine how the superseded data were derived.
 FS0284
 FS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV281544(NAD 83)
 FS0284_MARKER: DB = BENCH MARK DISK
 FS0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0284_STAMPING: L 121 1935
 FS0284_MARK LOGO: CGS   
 FS0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0284+STABILITY: SURFACE MOTION
 FS0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0284+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0284
 FS0284  HISTORY     - Date     Condition        Report By
 FS0284  HISTORY     - 1935     MONUMENTED       CGS
 FS0284  HISTORY     - 1949     GOOD             NGS
 FS0284  HISTORY     - 1955     GOOD             NGS
 FS0284  HISTORY     - 1981     MARK NOT FOUND   USGS
 FS0284  HISTORY     - 1982     GOOD             NGS
 FS0284  HISTORY     - 19870225 MARK NOT FOUND   USPSQD
 FS0284  HISTORY     - 20050717 GOOD             USPSQD
 FS0284
 FS0284                          STATION DESCRIPTION
 FS0284
 FS0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0284'24.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0284'24.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0284'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 0.2 MILE
 FS0284'NORTHWEST OF BOULDER INN, 165 1/2 FEET NORTH OF AND ACROSS THE
 FS0284'HIGHWAY FROM MILEPOST 28, 123 FEET EAST OF THE CENTER OF THE
 FS0284'NORTHEAST END OF THE SOUTHEAST ONE OF TWO 30-INCH CORRUGATED
 FS0284'METAL PIPE CULVERTS, 102.0 FEET NORTHEAST OF THE CENTER LINE OF
 FS0284'THE HIGHWAY, 93.0 FEET SOUTHWEST OF A FENCE, 1.8 FEET WEST OF A
 FS0284'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET
 FS0284'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 FS0284'GROUND.
 FS0284
 FS0284                          STATION RECOVERY (1955)
 FS0284
 FS0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0284'RECOVERED IN GOOD CONDITION.
 FS0284
 FS0284                          STATION RECOVERY (1981)
 FS0284
 FS0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FS0284'MARK NOT FOUND.
 FS0284
 FS0284                          STATION RECOVERY (1982)
 FS0284
 FS0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0284'RECOVERED IN GOOD CONDITION.
 FS0284
 FS0284                          STATION RECOVERY (1987)
 FS0284
 FS0284'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0284'MARK NOT FOUND.
 FS0284
 FS0284                          STATION RECOVERY (2005)
 FS0284
 FS0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0284'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0941 ***********************************************************************
 FS0941  DESIGNATION -  L 121 RESET
 FS0941  PID         -  FS0941
 FS0941  STATE/COUNTY-  AZ/MOHAVE
 FS0941  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0941
 FS0941                         *CURRENT SURVEY CONTROL
 FS0941  ___________________________________________________________________
 FS0941* NAD 83(1986)-  35 42 24.     (N)    114 28 45.     (W)     SCALED    
 FS0941* NAVD 88     -       740.270  (meters)    2428.70   (feet)  ADJUSTED  
 FS0941  ___________________________________________________________________
 FS0941  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FS0941  DYNAMIC HT  -         739.472 (meters)    2426.08  (feet)  COMP
 FS0941  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 FS0941
 FS0941  VERT ORDER  -  FIRST     CLASS II
 FS0941
 FS0941.The horizontal coordinates were scaled from a topographic map and have
 FS0941.an estimated accuracy of +/- 6 seconds.
 FS0941
 FS0941.The orthometric height was determined by differential leveling
 FS0941.and adjusted in June 1991.
 FS0941
 FS0941.The geoid height was determined by GEOID03.
 FS0941
 FS0941.The dynamic height is computed by dividing the NAVD 88
 FS0941.geopotential number by the normal gravity value computed on the
 FS0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0941.degrees latitude (g = 980.6199 gals.).
 FS0941
 FS0941.The modeled gravity was interpolated from observed gravity values.
 FS0941
 FS0941;                    North         East    Units  Estimated Accuracy
 FS0941;SPC AZ W     -   522,230.      147,380.      MT  (+/- 180 meters Scaled)
 FS0941
 FS0941                          SUPERSEDED SURVEY CONTROL
 FS0941
 FS0941.No superseded survey control is available for this station.
 FS0941
 FS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV280543(NAD 83)
 FS0941_MARKER: DB = BENCH MARK DISK
 FS0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0941_SP_SET: CONCRETE POST
 FS0941_STAMPING: L 121 RESET 1981
 FS0941_MARK LOGO: NGS   
 FS0941_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0941+STABILITY: SURFACE MOTION
 FS0941
 FS0941  HISTORY     - Date     Condition        Report By
 FS0941  HISTORY     - 1981     MONUMENTED       AZDT
 FS0941  HISTORY     - 1982     GOOD             NGS
 FS0941  HISTORY     - 19870304 GOOD             USPSQD
 FS0941
 FS0941                          STATION DESCRIPTION
 FS0941
 FS0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0941'49.7 KM (30.9 MI) SE FROM HOOVER DAM.
 FS0941'49.7 KM (30.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0941'OF HOOVER DAM, 40.1 KM (24.9 MI) NORTHWEST OF GRASSHOPPER JUNCTION,
 FS0941'0.3 KM (0.2 MI) NORTHWEST OF THE BOULDER INN CAFE, AT MILEPOST 28,
 FS0941'59.7 METERS (196 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY,
 FS0941'0.9 METER (3 FT) NORTHEAST OF A FENCE.
 FS0941'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FS0941'THE MARK IS 0.6 M ABOVE THE OLD HIGHWAY.
 FS0941
 FS0941                          STATION RECOVERY (1987)
 FS0941
 FS0941'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0685 ***********************************************************************
 CG0685  DESIGNATION -  L 122
 CG0685  PID         -  CG0685
 CG0685  STATE/COUNTY-  AZ/PIMA
 CG0685  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0685
 CG0685                         *CURRENT SURVEY CONTROL
 CG0685  ___________________________________________________________________
 CG0685* NAD 83(1986)-  31 40 11.     (N)    111 42 36.     (W)     SCALED    
 CG0685* NAVD 88     -       862.78   (+/-2cm)    2830.6    (feet)  VERTCON   
 CG0685  ___________________________________________________________________
 CG0685  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CG0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0685
 CG0685.The horizontal coordinates were scaled from a topographic map and have
 CG0685.an estimated accuracy of +/- 6 seconds.
 CG0685
 CG0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0685.The vertical order pertains to the NGVD 29 superseded value.
 CG0685
 CG0685.The geoid height was determined by GEOID03.
 CG0685
 CG0685;                    North         East    Units  Estimated Accuracy
 CG0685;SPC AZ C     -    74,270.      232,960.      MT  (+/- 180 meters Scaled)
 CG0685
 CG0685                          SUPERSEDED SURVEY CONTROL
 CG0685
 CG0685  NGVD 29 (??/??/92)  862.021  (m)         2828.15   (f) ADJ UNCH    2 0
 CG0685
 CG0685.Superseded values are not recommended for survey control.
 CG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0685.See file dsdata.txt to determine how the superseded data were derived.
 CG0685
 CG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA326040(NAD 83)
 CG0685_MARKER: DB = BENCH MARK DISK
 CG0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0685_STAMPING: L 122 1935
 CG0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0685+STABILITY: SURFACE MOTION
 CG0685
 CG0685  HISTORY     - Date     Condition        Report By
 CG0685  HISTORY     - 1935     MONUMENTED       CGS
 CG0685  HISTORY     - 1952     GOOD             NGS
 CG0685  HISTORY     - 1977     GOOD             USGS
 CG0685
 CG0685                          STATION DESCRIPTION
 CG0685
 CG0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0685'7.7 MI NE FROM SAN MIGUEL.
 CG0685'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0685'MIGUEL, THENCE 3.4 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0685'143 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE MAIN ROAD
 CG0685'AND TRACK ROAD LEADING EAST AND WEST, 88 FEET SOUTHWEST AND ACROSS THE
 CG0685'ROAD FROM A CHISELED SQUARE IN A MASONRY HEADWALL OF A CULVERT, 32
 CG0685'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A WITNESS
 CG0685'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0685'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CG0685
 CG0685                          STATION RECOVERY (1977)
 CG0685
 CG0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0685'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0685'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0686 ***********************************************************************
 CG0686  DESIGNATION -  L 122 RM
 CG0686  PID         -  CG0686
 CG0686  STATE/COUNTY-  AZ/PIMA
 CG0686  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0686
 CG0686                         *CURRENT SURVEY CONTROL
 CG0686  ___________________________________________________________________
 CG0686* NAD 83(1986)-  31 40 11.     (N)    111 42 35.     (W)     SCALED    
 CG0686* NAVD 88     -       862.63   (+/-2cm)    2830.1    (feet)  VERTCON   
 CG0686  ___________________________________________________________________
 CG0686  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 CG0686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0686
 CG0686.The horizontal coordinates were scaled from a topographic map and have
 CG0686.an estimated accuracy of +/- 6 seconds.
 CG0686
 CG0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0686.The vertical order pertains to the NGVD 29 superseded value.
 CG0686
 CG0686.The geoid height was determined by GEOID03.
 CG0686
 CG0686;                    North         East    Units  Estimated Accuracy
 CG0686;SPC AZ C     -    74,270.      232,980.      MT  (+/- 180 meters Scaled)
 CG0686
 CG0686                          SUPERSEDED SURVEY CONTROL
 CG0686
 CG0686  NGVD 29 (??/??/92)  861.876  (m)         2827.67   (f) ADJ UNCH    2 0
 CG0686
 CG0686.Superseded values are not recommended for survey control.
 CG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0686.See file dsdata.txt to determine how the superseded data were derived.
 CG0686
 CG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA327040(NAD 83)
 CG0686_MARKER: Q = CHISELED SQUARE
 CG0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0686_SP_SET: CULVERT
 CG0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0686
 CG0686  HISTORY     - Date     Condition        Report By
 CG0686  HISTORY     - UNK      MONUMENTED       USGS
 CG0686  HISTORY     - 1952     GOOD             NGS
 CG0686  HISTORY     - 1977     GOOD             USGS
 CG0686
 CG0686                          STATION DESCRIPTION
 CG0686
 CG0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0686'7.7 MI NE FROM SAN MIGUEL.
 CG0686'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0686'MIGUEL, THENCE 3.4 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0686'A CHISELED SQUARE CUT IN THE TOP OF THE SOUTH END OF THE EAST MASONRY
 CG0686'HEADWALL OF A CULVERT, 88 FEET NORTHEAST AND ACROSS THE ROAD FROM B.M.
 CG0686'L 122, 8 1/2 FEET EAST OF THE CENTER LINE OF THE BABOQUIVARI FOOT
 CG0686'HILLS ROAD, 3.2 FEET NORTH OF THE SOUTH END OF THE EAST MASONRY
 CG0686'HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
 CG0686
 CG0686                          STATION RECOVERY (1977)
 CG0686
 CG0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0686'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0686'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0074 ***********************************************************************
 DU0074  DESIGNATION -  L 123
 DU0074  PID         -  DU0074
 DU0074  STATE/COUNTY-  AZ/GILA
 DU0074  USGS QUAD   -  SONTAG CREEK (1979)
 DU0074
 DU0074                         *CURRENT SURVEY CONTROL
 DU0074  ___________________________________________________________________
 DU0074* NAD 83(1986)-  33 36 32.     (N)    110 16 30.     (W)     SCALED    
 DU0074* NAVD 88     -      1861.790  (meters)    6108.22   (feet)  ADJUSTED  
 DU0074  ___________________________________________________________________
 DU0074  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DU0074  DYNAMIC HT  -        1859.051 (meters)    6099.24  (feet)  COMP
 DU0074  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 DU0074
 DU0074  VERT ORDER  -  SECOND    CLASS 0
 DU0074
 DU0074.The horizontal coordinates were scaled from a topographic map and have
 DU0074.an estimated accuracy of +/- 6 seconds.
 DU0074
 DU0074.The orthometric height was determined by differential leveling
 DU0074.and adjusted in June 1991.
 DU0074
 DU0074.The geoid height was determined by GEOID03.
 DU0074
 DU0074.The dynamic height is computed by dividing the NAVD 88
 DU0074.geopotential number by the normal gravity value computed on the
 DU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0074.degrees latitude (g = 980.6199 gals.).
 DU0074
 DU0074.The modeled gravity was interpolated from observed gravity values.
 DU0074
 DU0074;                    North         East    Units  Estimated Accuracy
 DU0074;SPC AZ E     -   289,280.      203,310.      MT  (+/- 180 meters Scaled)
 DU0074
 DU0074                          SUPERSEDED SURVEY CONTROL
 DU0074
 DU0074  NGVD 29 (??/??/92) 1861.076  (m)         6105.88   (f) ADJ UNCH    2 0
 DU0074
 DU0074.Superseded values are not recommended for survey control.
 DU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0074.See file dsdata.txt to determine how the superseded data were derived.
 DU0074
 DU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC672190(NAD 83)
 DU0074_MARKER: DB = BENCH MARK DISK
 DU0074_SETTING: 66 = SET IN ROCK OUTCROP
 DU0074_SP_SET: ROCK OUTCROP
 DU0074_STAMPING: L 123 1935
 DU0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0074+STABILITY: POSITION/ELEVATION WELL
 DU0074
 DU0074  HISTORY     - Date     Condition        Report By
 DU0074  HISTORY     - 1935     MONUMENTED       CGS
 DU0074
 DU0074                          STATION DESCRIPTION
 DU0074
 DU0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0074'5.7 MI NE FROM HILLTOP.
 DU0074'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0074'COUNTY, 2.3 MILES SOUTHEAST ALONG THE ROCKY CREEK ROAD, 130 FEET EAST
 DU0074'OF THE JUNCTION OF A ROAD LEADING NORTHEAST, AT A GATE, 45 FEET SOUTH
 DU0074'OF THE CENTERLINE OF THE ROAD, 30 FEET WEST OF A FENCE AND IN THE TOP
 DU0074'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED L 123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0492 ***********************************************************************
 FR0492  DESIGNATION -  L 124
 FR0492  PID         -  FR0492
 FR0492  STATE/COUNTY-  AZ/MOHAVE
 FR0492  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0492
 FR0492                         *CURRENT SURVEY CONTROL
 FR0492  ___________________________________________________________________
 FR0492* NAD 83(1992)-  35 20 58.88806(N)    113 52 48.18157(W)     ADJUSTED  
 FR0492* NAVD 88     -      1010.651  (meters)    3315.78   (feet)  ADJUSTED  
 FR0492  ___________________________________________________________________
 FR0492  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 FR0492  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FR0492  DYNAMIC HT  -        1009.463 (meters)    3311.88  (feet)  COMP
 FR0492  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 FR0492
 FR0492  HORZ ORDER  -  SECOND
 FR0492  VERT ORDER  -  FIRST     CLASS I
 FR0492
 FR0492.The horizontal coordinates were established by classical geodetic methods
 FR0492.and adjusted by the National Geodetic Survey in August 1993.
 FR0492
 FR0492.The orthometric height was determined by differential leveling
 FR0492.and adjusted in June 1991.
 FR0492
 FR0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0492
 FR0492.The geoid height was determined by GEOID03.
 FR0492
 FR0492.The dynamic height is computed by dividing the NAVD 88
 FR0492.geopotential number by the normal gravity value computed on the
 FR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0492.degrees latitude (g = 980.6199 gals.).
 FR0492
 FR0492.The modeled gravity was interpolated from observed gravity values.
 FR0492
 FR0492;                    North         East     Units Scale Factor Converg.
 FR0492;SPC AZ W     -   482,390.235   201,539.447   MT  0.99993505   -0 04 30.9
 FR0492;SPC AZ W     - 1,582,645.13    661,218.66   iFT  0.99993505   -0 04 30.9
 FR0492;UTM  12      - 3,915,631.252   238,276.875   MT  1.00044424   -1 40 02.1
 FR0492
 FR0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0492!SPC AZ W     -   0.99984576  x   0.99993505  =   0.99978082
 FR0492!UTM  12      -   0.99984576  x   1.00044424  =   1.00028993
 FR0492
 FR0492                          SUPERSEDED SURVEY CONTROL
 FR0492
 FR0492  NAD 83(1986)-  35 20 58.88390(N)    113 52 48.18124(W) AD(       ) 2
 FR0492  NAD 27      -  35 20 58.90800(N)    113 52 45.37700(W) AD(       ) 2
 FR0492  NGVD 29 (??/??/92) 1009.864  (m)         3313.20   (f) ADJ UNCH    1 1
 FR0492
 FR0492.Superseded values are not recommended for survey control.
 FR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0492.See file dsdata.txt to determine how the superseded data were derived.
 FR0492
 FR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3827715631(NAD 83)
 FR0492_MARKER: DB = BENCH MARK DISK
 FR0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0492_STAMPING: L 124 1935
 FR0492_MARK LOGO: CGS   
 FR0492_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0492+STABILITY: SURFACE MOTION
 FR0492
 FR0492  HISTORY     - Date     Condition        Report By
 FR0492  HISTORY     - 1948     MONUMENTED       CGS
 FR0492  HISTORY     - 1955     GOOD             NGS
 FR0492  HISTORY     - 1982     GOOD             NGS
 FR0492
 FR0492                          STATION DESCRIPTION
 FR0492
 FR0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FR0492'STATION MARK IS A
 FR0492'STANDARD BRONZE BENCH MARK DISK SET IN A 12 X 12 INCH CONCRETE
 FR0492'POST PROJECTING ABOUT 8 INCHES, AND IS ABOUT THE SAME ELEVATION
 FR0492'AS STATION WALAPAI NE BASE.  IT IS STAMPED L 124 1935.
 FR0492'
 FR0492'TO REACH STATION WALAPAI NE BASE FROM THE RAILROAD STATION IN KINGMAN
 FR0492'GO NORTHEASTERLY ON U.S. HIGHWAY 66 FOR 14.6 MILES TO A DIRT
 FR0492'ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE TO THE WALAPAI SIDEING
 FR0492'AND DIRT ROAD LEADING NORTH.  TURN LEFT AND GO NORTHERLY ALONG
 FR0492'WEST SIDE OF FENCE FOR 0.3 MILE TO TRACKS RIGHT AT END OF
 FR0492'FENCE.  TURN RIGHT (EASTERLY) FOR ABOUT 142 FEET AND STATION WALAPAI
 FR0492'NE BASE.
 FR0492
 FR0492                          STATION RECOVERY (1955)
 FR0492
 FR0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0492'12.1 MI SW FROM HACKBERRY.
 FR0492'12.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0492'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 0.3 MILE NORTHEAST OF
 FR0492'THE STATION SIGN AT WALAPAI, 300 FEET WEST OF A PRIVATE-ROAD CROSSING,
 FR0492'170 FEET FROM MILEPOST 501, 120 FEET SOUTH OF THE RIGHT OF WAY FENCE,
 FR0492'93 FEET NORTH OF THE CENTERLINE OF THE NORTH MAIN TRACK, AND 3 FEET
 FR0492'FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 124 1935
 FR0492'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
 FR0492
 FR0492                          STATION RECOVERY (1982)
 FR0492
 FR0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0492'24.9 KM (15.5 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0492'FE RAILROAD FROM THE STATION AT KINGMAN, 27.1 METERS (89.0 FEET)
 FR0492'NORTHWEST OF THE NORTHWEST RAIL, 73.9 METERS (242.5 FEET) SOUTHWEST OF
 FR0492'STATION WALAPAI NE BASE, 24.7 METERS (81.0 FEET) NORTHWEST OF RAILROAD
 FR0492'MILEPOST 501, 4.9 METERS (16.0 FEET) NORTHWEST OF THE CENTERLINE OF A
 FR0492'DIRT ROAD.NOTE THIS MARK IS RM 1 TO STATION WALAPAI NE BASE.
 FR0492'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FR0492'THE MARK IS 1.8 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0369 ***********************************************************************
 GR0369  DESIGNATION -  L 126
 GR0369  PID         -  GR0369
 GR0369  STATE/COUNTY-  AZ/MOHAVE
 GR0369  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0369
 GR0369                         *CURRENT SURVEY CONTROL
 GR0369  ___________________________________________________________________
 GR0369* NAD 83(1986)-  36 00 20.     (N)    114 05 10.     (W)     SCALED    
 GR0369* NAVD 88     -       952.269  (meters)    3124.24   (feet)  POSTED    
 GR0369  ___________________________________________________________________
 GR0369  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0369  DYNAMIC HT  -         951.240 (meters)    3120.86  (feet)  COMP
 GR0369  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 GR0369
 GR0369  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0369
 GR0369.The horizontal coordinates were scaled from a topographic map and have
 GR0369.an estimated accuracy of +/- 6 seconds.
 GR0369
 GR0369.The orthometric height was determined by differential leveling
 GR0369.and adjusted by the  in 1992.
 GR0369.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0369.rate of 0.0 thru 1.0 mm/km.
 GR0369
 GR0369.The geoid height was determined by GEOID03.
 GR0369
 GR0369.The dynamic height is computed by dividing the NAVD 88
 GR0369.geopotential number by the normal gravity value computed on the
 GR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0369.degrees latitude (g = 980.6199 gals.).
 GR0369
 GR0369.The modeled gravity was interpolated from observed gravity values.
 GR0369
 GR0369;                    North         East    Units  Estimated Accuracy
 GR0369;SPC AZ W     -   555,200.      183,060.      MT  (+/- 180 meters Scaled)
 GR0369
 GR0369                          SUPERSEDED SURVEY CONTROL
 GR0369
 GR0369  NGVD 29 (??/??/92)  951.549  (m)         3121.87   (f) ADJ UNCH    1 1
 GR0369
 GR0369.Superseded values are not recommended for survey control.
 GR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0369.See file dsdata.txt to determine how the superseded data were derived.
 GR0369
 GR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV626884(NAD 83)
 GR0369_MARKER: DB = BENCH MARK DISK
 GR0369_SETTING: 80 = SET IN A BOULDER
 GR0369_SP_SET: BOULDER
 GR0369_STAMPING: L 126 1935
 GR0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0369+STABILITY: SURFACE MOTION
 GR0369
 GR0369  HISTORY     - Date     Condition        Report By
 GR0369  HISTORY     - 1935     MONUMENTED       CGS
 GR0369  HISTORY     - 1950     GOOD             NGS
 GR0369
 GR0369                          STATION DESCRIPTION
 GR0369
 GR0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0369'10.8 MI S FROM PIERCES FERRY.
 GR0369'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0369'STATION AT PIERCES FERRY, THENCE 10.3 MILES SOUTH ALONG AN OLD
 GR0369'ABANDONED ROAD, 0.1 MILE WEST OF A 36-INCH CORRUGATED METAL PIPE
 GR0369'CULVERT UNDER THE PARK SERVICE ROAD, IN THE TOP OF A GRANITE BOULDER,
 GR0369'ABOUT 65 YARDS SOUTH OF THE TOP OF AN EAST-WEST RIDGE, 60 FEET
 GR0369'NORTHWEST OF THE APPROXIMATE CENTER OF A CURVE IN THE ROAD, 15 FEET
 GR0369'WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0405 ***********************************************************************
 GR0405  DESIGNATION -  L 127
 GR0405  PID         -  GR0405
 GR0405  STATE/COUNTY-  AZ/MOHAVE
 GR0405  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0405
 GR0405                         *CURRENT SURVEY CONTROL
 GR0405  ___________________________________________________________________
 GR0405* NAD 83(1986)-  36 07 00.     (N)    114 00 13.     (W)     SCALED    
 GR0405* NAVD 88     -       374.099  (meters)    1227.36   (feet)  POSTED    
 GR0405  ___________________________________________________________________
 GR0405  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR0405  DYNAMIC HT  -         373.720 (meters)    1226.11  (feet)  COMP
 GR0405  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 GR0405
 GR0405  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0405
 GR0405.The horizontal coordinates were scaled from a topographic map and have
 GR0405.an estimated accuracy of +/- 6 seconds.
 GR0405
 GR0405.The orthometric height was determined by differential leveling
 GR0405.and adjusted by the  in 1992.
 GR0405.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0405.rate of 1.1 thru 2.0 mm/km.
 GR0405
 GR0405.The geoid height was determined by GEOID03.
 GR0405
 GR0405.The dynamic height is computed by dividing the NAVD 88
 GR0405.geopotential number by the normal gravity value computed on the
 GR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0405.degrees latitude (g = 980.6199 gals.).
 GR0405
 GR0405.The modeled gravity was interpolated from observed gravity values.
 GR0405
 GR0405;                    North         East    Units  Estimated Accuracy
 GR0405;SPC AZ W     -   567,510.      190,530.      MT  (+/- 180 meters Scaled)
 GR0405
 GR0405                          SUPERSEDED SURVEY CONTROL
 GR0405
 GR0405  NGVD 29 (??/??/92)  373.418  (m)         1225.12   (f) ADJ UNCH    1 1
 GR0405
 GR0405.Superseded values are not recommended for survey control.
 GR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0405.See file dsdata.txt to determine how the superseded data were derived.
 GR0405
 GR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA696010(NAD 83)
 GR0405_MARKER: DB = BENCH MARK DISK
 GR0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0405_STAMPING: L 127 1935
 GR0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0405+STABILITY: SURFACE MOTION
 GR0405
 GR0405  HISTORY     - Date     Condition        Report By
 GR0405  HISTORY     - 1935     MONUMENTED       CGS
 GR0405  HISTORY     - 1950     GOOD             NGS
 GR0405
 GR0405                          STATION DESCRIPTION
 GR0405
 GR0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0405'IN PIERCES FERRY.
 GR0405'AT PIERCES FERRY, 167 YARDS EAST OF THE NORTHEAST CORNER OF THE RANGER
 GR0405'STATION, 85 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 2.7
 GR0405'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GR0405'TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0428 ***********************************************************************
 FS0428  DESIGNATION -  L 128
 FS0428  PID         -  FS0428
 FS0428  STATE/COUNTY-  AZ/MOHAVE
 FS0428  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0428
 FS0428                         *CURRENT SURVEY CONTROL
 FS0428  ___________________________________________________________________
 FS0428* NAD 83(1986)-  35 54 17.     (N)    114 10 19.     (W)     SCALED    
 FS0428* NAVD 88     -       708.672  (meters)    2325.03   (feet)  POSTED    
 FS0428  ___________________________________________________________________
 FS0428  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FS0428  DYNAMIC HT  -         707.920 (meters)    2322.57  (feet)  COMP
 FS0428  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 FS0428
 FS0428  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0428
 FS0428.The horizontal coordinates were scaled from a topographic map and have
 FS0428.an estimated accuracy of +/- 6 seconds.
 FS0428
 FS0428.The orthometric height was determined by differential leveling
 FS0428.and adjusted by the  in 1992.
 FS0428.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0428.rate of 0.0 thru 1.0 mm/km.
 FS0428
 FS0428.The geoid height was determined by GEOID03.
 FS0428
 FS0428.The dynamic height is computed by dividing the NAVD 88
 FS0428.geopotential number by the normal gravity value computed on the
 FS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0428.degrees latitude (g = 980.6199 gals.).
 FS0428
 FS0428.The modeled gravity was interpolated from observed gravity values.
 FS0428
 FS0428;                    North         East    Units  Estimated Accuracy
 FS0428;SPC AZ W     -   544,040.      175,270.      MT  (+/- 180 meters Scaled)
 FS0428
 FS0428                          SUPERSEDED SURVEY CONTROL
 FS0428
 FS0428  NGVD 29 (??/??/92)  707.981  (m)         2322.77   (f) ADJ UNCH    1 1
 FS0428
 FS0428.Superseded values are not recommended for survey control.
 FS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0428.See file dsdata.txt to determine how the superseded data were derived.
 FS0428
 FS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV552770(NAD 83)
 FS0428_MARKER: DB = BENCH MARK DISK
 FS0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0428_STAMPING: L 128 1935
 FS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0428+STABILITY: SURFACE MOTION
 FS0428
 FS0428  HISTORY     - Date     Condition        Report By
 FS0428  HISTORY     - 1935     MONUMENTED       CGS
 FS0428  HISTORY     - 1950     GOOD             NGS
 FS0428  HISTORY     - 1959     MARK NOT FOUND   USGS
 FS0428
 FS0428                          STATION DESCRIPTION
 FS0428
 FS0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0428'9.3 MI S FROM MOUTH OF HUALPAI WASH.
 FS0428'9.3 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0428'WASH ON THE SOUTH SHORE OF LAKE MEAD, IN HUALPAI WASH, 0.35 MILE
 FS0428'SOUTH OF THE JUNCTION OF A TRACK ROAD LEADING EAST TO THE CORLEY
 FS0428'AND BEAM MINE, 72 FEET WEST OF THE APPROXIMATE CENTER OF THE MAIN
 FS0428'CHANNEL OF THE WASH, 36 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FS0428'2.6 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 FS0428'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FS0428'ABOVE THE GROUND.  NOTE-- THE MARK IS PROBABLY DESTROYED BY
 FS0428'EROSION.
 FS0428
 FS0428                          STATION RECOVERY (1959)
 FS0428
 FS0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FS0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0422 ***********************************************************************
 FS0422  DESIGNATION -  L 129
 FS0422  PID         -  FS0422
 FS0422  STATE/COUNTY-  AZ/MOHAVE
 FS0422  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0422
 FS0422                         *CURRENT SURVEY CONTROL
 FS0422  ___________________________________________________________________
 FS0422* NAD 83(1986)-  35 56 31.     (N)    114 09 51.     (W)     SCALED    
 FS0422* NAVD 88     -       615.484  (meters)    2019.30   (feet)  POSTED    
 FS0422  ___________________________________________________________________
 FS0422  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FS0422  DYNAMIC HT  -         614.840 (meters)    2017.19  (feet)  COMP
 FS0422  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 FS0422
 FS0422  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0422
 FS0422.The horizontal coordinates were scaled from a topographic map and have
 FS0422.an estimated accuracy of +/- 6 seconds.
 FS0422
 FS0422.The orthometric height was determined by differential leveling
 FS0422.and adjusted by the  in 1992.
 FS0422.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0422.rate of 0.0 thru 1.0 mm/km.
 FS0422
 FS0422.The geoid height was determined by GEOID03.
 FS0422
 FS0422.The dynamic height is computed by dividing the NAVD 88
 FS0422.geopotential number by the normal gravity value computed on the
 FS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0422.degrees latitude (g = 980.6199 gals.).
 FS0422
 FS0422.The modeled gravity was interpolated from observed gravity values.
 FS0422
 FS0422;                    North         East    Units  Estimated Accuracy
 FS0422;SPC AZ W     -   548,170.      175,990.      MT  (+/- 180 meters Scaled)
 FS0422
 FS0422                          SUPERSEDED SURVEY CONTROL
 FS0422
 FS0422  NGVD 29 (??/??/92)  614.815  (m)         2017.11   (f) ADJ UNCH    1 1
 FS0422
 FS0422.Superseded values are not recommended for survey control.
 FS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0422.See file dsdata.txt to determine how the superseded data were derived.
 FS0422
 FS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV558812(NAD 83)
 FS0422_MARKER: DB = BENCH MARK DISK
 FS0422_SETTING: 66 = SET IN ROCK OUTCROP
 FS0422_SP_SET: ROCK CLIFF
 FS0422_STAMPING: L 129 1935
 FS0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0422+STABILITY: POSITION/ELEVATION WELL
 FS0422
 FS0422  HISTORY     - Date     Condition        Report By
 FS0422  HISTORY     - 1935     MONUMENTED       CGS
 FS0422  HISTORY     - 1950     GOOD             NGS
 FS0422  HISTORY     - 19870220 GOOD             USPSQD
 FS0422
 FS0422                          STATION DESCRIPTION
 FS0422
 FS0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0422'6.5 MI S FROM MOUTH OF HUALPAI WASH.
 FS0422'6.5 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0422'WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE WEST SIDE OF HUALPAI
 FS0422'WASH, AT THE NORTH END OF A ROCK CLIFF, IN A LEDGE OF AN OUTCROP,
 FS0422'74 FEET WEST OF THE CENTER LINE OF THE ROAD, 43 FEET WEST OF THE
 FS0422'WEST ONE OF TWO WHITE BOULDERS, AND ABOUT 2 FEET HIGHER THAN THE
 FS0422'ROAD.
 FS0422
 FS0422                          STATION RECOVERY (1987)
 FS0422
 FS0422'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0128 ***********************************************************************
 GQ0128  DESIGNATION -  L 130
 GQ0128  PID         -  GQ0128
 GQ0128  STATE/COUNTY-  AZ/MOHAVE
 GQ0128  USGS QUAD   -  GYP HILLS (1971)
 GQ0128
 GQ0128                         *CURRENT SURVEY CONTROL
 GQ0128  ___________________________________________________________________
 GQ0128* NAD 83(1986)-  36 19 53.     (N)    113 58 47.     (W)     SCALED    
 GQ0128* NAVD 88     -       515.003  (meters)    1689.64   (feet)  POSTED    
 GQ0128  ___________________________________________________________________
 GQ0128  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GQ0128  DYNAMIC HT  -         514.480 (meters)    1687.92  (feet)  COMP
 GQ0128  MODELED GRAV-     979,599.2   (mgal)                       NAVD 88
 GQ0128
 GQ0128  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0128
 GQ0128.The horizontal coordinates were scaled from a topographic map and have
 GQ0128.an estimated accuracy of +/- 6 seconds.
 GQ0128
 GQ0128.The orthometric height was determined by differential leveling
 GQ0128.and adjusted by the  in 1992.
 GQ0128.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0128.rate of 0.0 thru 1.0 mm/km.
 GQ0128
 GQ0128.The geoid height was determined by GEOID03.
 GQ0128
 GQ0128.The dynamic height is computed by dividing the NAVD 88
 GQ0128.geopotential number by the normal gravity value computed on the
 GQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0128.degrees latitude (g = 980.6199 gals.).
 GQ0128
 GQ0128.The modeled gravity was interpolated from observed gravity values.
 GQ0128
 GQ0128;                    North         East    Units  Estimated Accuracy
 GQ0128;SPC AZ W     -   591,330.      192,740.      MT  (+/- 180 meters Scaled)
 GQ0128
 GQ0128                          SUPERSEDED SURVEY CONTROL
 GQ0128
 GQ0128  NGVD 29 (??/??/92)  514.310  (m)         1687.37   (f) ADJ UNCH    1 1
 GQ0128
 GQ0128.Superseded values are not recommended for survey control.
 GQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0128.See file dsdata.txt to determine how the superseded data were derived.
 GQ0128
 GQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF325248(NAD 83)
 GQ0128_MARKER: DB = BENCH MARK DISK
 GQ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0128_STAMPING: L 130 1935
 GQ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0128+STABILITY: SURFACE MOTION
 GQ0128
 GQ0128  HISTORY     - Date     Condition        Report By
 GQ0128  HISTORY     - 1935     MONUMENTED       CGS
 GQ0128  HISTORY     - 1950     GOOD             NGS
 GQ0128
 GQ0128                          STATION DESCRIPTION
 GQ0128
 GQ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0128'41.4 MI SE FROM RIVERSIDE, NV.
 GQ0128'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0128'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0128'THENCE 1.7 MILES NORTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0128'FERRY ROAD, 0.75 MILE NORTH OF THE Y JUNCTION OF A DIRT ROAD LEADING
 GQ0128'NORTHEAST ACROSS GRAND WASH, ON TOP OF A MESA, ABOUT 51 YARDS WEST OF
 GQ0128'THE WEST RIM OF THE WASH, 46 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GQ0128'2.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 GQ0128'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0152 ***********************************************************************
 ET0152  DESIGNATION -  L 131
 ET0152  PID         -  ET0152
 ET0152  STATE/COUNTY-  AZ/YAVAPAI
 ET0152  USGS QUAD   -  CHERRY (1973)
 ET0152
 ET0152                         *CURRENT SURVEY CONTROL
 ET0152  ___________________________________________________________________
 ET0152* NAD 83(1986)-  34 32 08.     (N)    112 01 59.     (W)     SCALED    
 ET0152* NAVD 88     -      1414.08   (+/-2cm)    4639.4    (feet)  VERTCON   
 ET0152  ___________________________________________________________________
 ET0152  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ET0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0152
 ET0152.The horizontal coordinates were scaled from a topographic map and have
 ET0152.an estimated accuracy of +/- 6 seconds.
 ET0152
 ET0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0152.The vertical order pertains to the NGVD 29 superseded value.
 ET0152
 ET0152.The geoid height was determined by GEOID03.
 ET0152
 ET0152;                    North         East    Units  Estimated Accuracy
 ET0152;SPC AZ C     -   392,060.      202,680.      MT  (+/- 180 meters Scaled)
 ET0152
 ET0152                          SUPERSEDED SURVEY CONTROL
 ET0152
 ET0152  NGVD 29 (??/??/92) 1413.258  (m)         4636.66   (f) ADJ UNCH    2 0
 ET0152
 ET0152.Superseded values are not recommended for survey control.
 ET0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0152.See file dsdata.txt to determine how the superseded data were derived.
 ET0152
 ET0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD052220(NAD 83)
 ET0152_MARKER: DB = BENCH MARK DISK
 ET0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0152_STAMPING: L 131 1935
 ET0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0152+STABILITY: SURFACE MOTION
 ET0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0152+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0152
 ET0152  HISTORY     - Date     Condition        Report By
 ET0152  HISTORY     - 1935     MONUMENTED       CGS
 ET0152  HISTORY     - 1952     GOOD             NGS
 ET0152  HISTORY     - 20080711 GOOD             GEOCAC
 ET0152
 ET0152                          STATION DESCRIPTION
 ET0152
 ET0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0152'9.1 MI SE FROM CHERRY.
 ET0152'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ET0152'THENCE 4.0 MILES EAST ALONG A TRACK ROAD, 0.55 MILE SOUTH OF THE TRAIL
 ET0152'LEADING TO CHERRY CREEK ROAD, 80 FEET SOUTHEAST OF A SMALL WASH, 31
 ET0152'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTHEAST OF A
 ET0152'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 ET0152'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 ET0152
 ET0152                          STATION RECOVERY (2008)
 ET0152
 ET0152'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0152'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0152'THE DESCRIPTION - THE MARK IS 3.0 FEET EAST OF A METAL WITNESS POST.
 ET0152'HANDHELD COORDINATES
 ET0152'34 32 08.5 (N)   112 01 59.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0366 ***********************************************************************
 ES0366  DESIGNATION -  L 132
 ES0366  PID         -  ES0366
 ES0366  STATE/COUNTY-  AZ/YAVAPAI
 ES0366  USGS QUAD   -  DUGAS (1967)
 ES0366
 ES0366                         *CURRENT SURVEY CONTROL
 ES0366  ___________________________________________________________________
 ES0366* NAD 83(1986)-  34 21 13.     (N)    111 53 19.     (W)     SCALED    
 ES0366* NAVD 88     -      1541.05   (+/-2cm)    5055.9    (feet)  VERTCON   
 ES0366  ___________________________________________________________________
 ES0366  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ES0366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0366
 ES0366.The horizontal coordinates were scaled from a topographic map and have
 ES0366.an estimated accuracy of +/- 6 seconds.
 ES0366
 ES0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0366.The vertical order pertains to the NGVD 29 superseded value.
 ES0366
 ES0366.The geoid height was determined by GEOID03.
 ES0366
 ES0366;                    North         East    Units  Estimated Accuracy
 ES0366;SPC AZ C     -   371,880.      215,940.      MT  (+/- 180 meters Scaled)
 ES0366
 ES0366                          SUPERSEDED SURVEY CONTROL
 ES0366
 ES0366  NGVD 29 (??/??/92) 1540.291  (m)         5053.44   (f) ADJ UNCH    2 0
 ES0366
 ES0366.Superseded values are not recommended for survey control.
 ES0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0366.See file dsdata.txt to determine how the superseded data were derived.
 ES0366
 ES0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD182017(NAD 83)
 ES0366_MARKER: DB = BENCH MARK DISK
 ES0366_SETTING: 66 = SET IN ROCK OUTCROP
 ES0366_SP_SET: ROCK OUTCROP
 ES0366_STAMPING: L 132 1935
 ES0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0366+STABILITY: POSITION/ELEVATION WELL
 ES0366
 ES0366  HISTORY     - Date     Condition        Report By
 ES0366  HISTORY     - 1935     MONUMENTED       CGS
 ES0366  HISTORY     - 1952     GOOD             NGS
 ES0366  HISTORY     - 20080925 GOOD             GEOCAC
 ES0366
 ES0366                          STATION DESCRIPTION
 ES0366
 ES0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0366'6.1 MI E FROM DUGAS.
 ES0366'6.1 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, IN TOP OF A
 ES0366'5-FOOT BY 7-FOOT ROCK OUTCROP PROJECTING 2 FEET ABOVE THE GROUND,
 ES0366'DIRECTLY UNDER THE NORTH WIRE OF A 3 WIRE POWER LINE, 135 FEET NORTH
 ES0366'OF THE CENTER LINE AND ABOUT 12 FEET HIGHER THAN THE ROAD, 58 FEET
 ES0366'WEST OF THE NORTHWEST LEG OF A STEEL TRANSMISSION TOWER NUMBER 113,
 ES0366'AND 46 FEET NORTH OF THE NORTH EDGE OF A SMALL WASH.
 ES0366
 ES0366                          STATION RECOVERY (2008)
 ES0366
 ES0366'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0366'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0366'34 21.217' W 111
 ES0366'53.330'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0411 ***********************************************************************
 ES0411  DESIGNATION -  L 133
 ES0411  PID         -  ES0411
 ES0411  STATE/COUNTY-  AZ/YAVAPAI
 ES0411  USGS QUAD   -  DUGAS (1967)
 ES0411
 ES0411                         *CURRENT SURVEY CONTROL
 ES0411  ___________________________________________________________________
 ES0411* NAD 83(1986)-  34 15 00.     (N)    111 58 12.     (W)     SCALED    
 ES0411* NAVD 88     -      1203.63   (+/-2cm)    3948.9    (feet)  VERTCON   
 ES0411  ___________________________________________________________________
 ES0411  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 ES0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0411
 ES0411.The horizontal coordinates were scaled from a topographic map and have
 ES0411.an estimated accuracy of +/- 6 seconds.
 ES0411
 ES0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0411.The vertical order pertains to the NGVD 29 superseded value.
 ES0411
 ES0411.The geoid height was determined by GEOID03.
 ES0411
 ES0411;                    North         East    Units  Estimated Accuracy
 ES0411;SPC AZ C     -   360,380.      208,450.      MT  (+/- 180 meters Scaled)
 ES0411
 ES0411                          SUPERSEDED SURVEY CONTROL
 ES0411
 ES0411  NGVD 29 (??/??/92) 1202.942  (m)         3946.65   (f) ADJ UNCH    2 0
 ES0411
 ES0411.Superseded values are not recommended for survey control.
 ES0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0411.See file dsdata.txt to determine how the superseded data were derived.
 ES0411
 ES0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC106903(NAD 83)
 ES0411_MARKER: DB = BENCH MARK DISK
 ES0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0411_STAMPING: L 133 1935
 ES0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0411+STABILITY: SURFACE MOTION
 ES0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0411+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0411
 ES0411  HISTORY     - Date     Condition        Report By
 ES0411  HISTORY     - 1935     MONUMENTED       CGS
 ES0411  HISTORY     - 1952     GOOD             NGS
 ES0411  HISTORY     - 20090220 GOOD             GEOCAC
 ES0411
 ES0411                          STATION DESCRIPTION
 ES0411
 ES0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0411'11.7 MI S FROM DUGAS.
 ES0411'2.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 9.7
 ES0411'MILES SOUTH ALONG A DIM TRACK ROAD, 0.2 MILE NORTHWEST OF THE SUMMIT
 ES0411'OF A SADDLE WITCH ROAD AND TELEPHONE LINE PASSES THROUGH, 160 FEET
 ES0411'SOUTHEAST OF A CREEK CROSSING, ON THE NORTHWEST SLOPE OF A HILL, 19
 ES0411'FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN THE
 ES0411'ROAD, 2.1 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 ES0411'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ES0411
 ES0411                          STATION RECOVERY (2009)
 ES0411
 ES0411'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0411'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0411'THE DESCRIPTION - THE WITNESS POST IS GONE AND THE DIM TRACK ROAD IS
 ES0411'NOW A GRADED ROAD CALLED THE GREAT WESTERN TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0605 ***********************************************************************
 GR0605  DESIGNATION -  L 134
 GR0605  PID         -  GR0605
 GR0605  STATE/COUNTY-  AZ/MOHAVE
 GR0605  USGS QUAD   -  HOOVER DAM (1997)
 GR0605
 GR0605                         *CURRENT SURVEY CONTROL
 GR0605  ___________________________________________________________________
 GR0605* NAD 83(1986)-  36 00 10.     (N)    114 43 31.     (W)     SCALED    
 GR0605* NAVD 88     -       402.033  (meters)    1319.00   (feet)  POSTED    
 GR0605  ___________________________________________________________________
 GR0605  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0605  DYNAMIC HT  -         401.640 (meters)    1317.71  (feet)  COMP
 GR0605  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 GR0605
 GR0605  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0605
 GR0605.The horizontal coordinates were scaled from a topographic map and have
 GR0605.an estimated accuracy of +/- 6 seconds.
 GR0605
 GR0605.The orthometric height was determined by differential leveling
 GR0605.and adjusted by the  in 1992.
 GR0605.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0605.rate of 4.1 thru 8.0 mm/km.
 GR0605
 GR0605.The geoid height was determined by GEOID03.
 GR0605
 GR0605.The dynamic height is computed by dividing the NAVD 88
 GR0605.geopotential number by the normal gravity value computed on the
 GR0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0605.degrees latitude (g = 980.6199 gals.).
 GR0605
 GR0605.The modeled gravity was interpolated from observed gravity values.
 GR0605
 GR0605;                    North         East    Units  Estimated Accuracy
 GR0605;SPC AZ W     -   555,280.      125,430.      MT  (+/- 180 meters Scaled)
 GR0605
 GR0605                          SUPERSEDED SURVEY CONTROL
 GR0605
 GR0605  NGVD 29 (??/??/92)  401.328  (m)         1316.69   (f) ADJ UNCH    1 1
 GR0605
 GR0605.Superseded values are not recommended for survey control.
 GR0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0605.See file dsdata.txt to determine how the superseded data were derived.
 GR0605
 GR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV050866(NAD 83)
 GR0605_MARKER: DB = BENCH MARK DISK
 GR0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0605_SP_SET: CULVERT
 GR0605_STAMPING: L 134 1935
 GR0605_MARK LOGO: CGS   
 GR0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0605
 GR0605  HISTORY     - Date     Condition        Report By
 GR0605  HISTORY     - 1935     MONUMENTED       CGS
 GR0605  HISTORY     - 1963     GOOD             NGS
 GR0605  HISTORY     - 1979     GOOD             USGS
 GR0605  HISTORY     - 1981     GOOD             NGS
 GR0605
 GR0605                          STATION DESCRIPTION
 GR0605
 GR0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0605'1.8 MI SE FROM HOOVER DAM.
 GR0605'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE SOUTHEAST (ARIZONA)
 GR0605'END OF HOOVER DAM, 172 FEET WEST OF THE NORTHWEST END OF A WHITE
 GR0605'GRANITE CUT, IN THE TOP OF AN OUTCROP, 132.5 FEET SOUTHWEST OF THE
 GR0605'CENTER LINE OF THE HIGHWAY, 150.4 FEET SOUTH OF THE CENTER OF THE
 GR0605'SOUTHWEST HEAD WALL OF A 6- BY 6-FOOT CONCRETE BOX CULVERT, 2 FEET
 GR0605'NORTH OF A CAIRN, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 GR0605
 GR0605                          STATION RECOVERY (1979)
 GR0605
 GR0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0605'1.8 MILES SE ALONG U S HIGHWAY 93 FROM THE SE (ARIZONA) END OF HOOVER
 GR0605'DAM. 130 FEET SW OF CENTERLINE OF ABANDONED HIGHWAY. 150 FEET SOUTH
 GR0605'OF A 6 X 6 FOOT BOX CULVERT AND 170 FEET WEST OF THE NW END OF A CUT.
 GR0605'A STANDARD USC AND GS TABLET STAMPED L 134 1935 AND SET IN THE TOP OF
 GR0605'A ROCK OUTCROP ABOUT 15 FEET HIGHER THAN OLD ROAD.
 GR0605
 GR0605                          STATION RECOVERY (1981)
 GR0605
 GR0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0830 ***********************************************************************
 FS0830  DESIGNATION -  L 135
 FS0830  PID         -  FS0830
 FS0830  STATE/COUNTY-  AZ/MOHAVE
 FS0830  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0830
 FS0830                         *CURRENT SURVEY CONTROL
 FS0830  ___________________________________________________________________
 FS0830* NAD 83(1986)-  35 48 06.     (N)    114 32 10.     (W)     SCALED    
 FS0830* NAVD 88     -       711.794  (meters)    2335.28   (feet)  ADJUSTED  
 FS0830  ___________________________________________________________________
 FS0830  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0830  DYNAMIC HT  -         711.054 (meters)    2332.85  (feet)  COMP
 FS0830  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 FS0830
 FS0830  VERT ORDER  -  FIRST     CLASS I
 FS0830
 FS0830.The horizontal coordinates were scaled from a topographic map and have
 FS0830.an estimated accuracy of +/- 6 seconds.
 FS0830
 FS0830.The orthometric height was determined by differential leveling
 FS0830.and adjusted in June 1991.
 FS0830
 FS0830.The geoid height was determined by GEOID03.
 FS0830
 FS0830.The dynamic height is computed by dividing the NAVD 88
 FS0830.geopotential number by the normal gravity value computed on the
 FS0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0830.degrees latitude (g = 980.6199 gals.).
 FS0830
 FS0830.The modeled gravity was interpolated from observed gravity values.
 FS0830
 FS0830;                    North         East    Units  Estimated Accuracy
 FS0830;SPC AZ W     -   532,810.      142,310.      MT  (+/- 180 meters Scaled)
 FS0830
 FS0830                          SUPERSEDED SURVEY CONTROL
 FS0830
 FS0830  NGVD 29 (??/??/92)  711.063  (m)         2332.88   (f) ADJ UNCH    1 1
 FS0830
 FS0830.Superseded values are not recommended for survey control.
 FS0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0830.See file dsdata.txt to determine how the superseded data were derived.
 FS0830
 FS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV226647(NAD 83)
 FS0830_MARKER: DB = BENCH MARK DISK
 FS0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0830_STAMPING: L 135 1935
 FS0830_MARK LOGO: CGS   
 FS0830_PROJECTION: FLUSH
 FS0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0830+STABILITY: SURFACE MOTION
 FS0830
 FS0830  HISTORY     - Date     Condition        Report By
 FS0830  HISTORY     - 1935     MONUMENTED       CGS
 FS0830  HISTORY     - 1950     GOOD             NGS
 FS0830  HISTORY     - 1969     GOOD             NGS
 FS0830  HISTORY     - 1982     GOOD             NGS
 FS0830
 FS0830                          STATION DESCRIPTION
 FS0830
 FS0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0830'20.7 MI SE FROM HOOVER DAM.
 FS0830'20.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0830'(ARIZONA) END OF HOOVER DAM, 42.1 FEET SOUTH OF THE CENTER OF
 FS0830'THE SOUTHWEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT,
 FS0830'34.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5
 FS0830'FEET NORTHEAST OF A WITNESS POST, 1 FOOT SOUTHEAST OF A CAIRN,
 FS0830'ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 FS0830'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0830
 FS0830                          STATION RECOVERY (1969)
 FS0830
 FS0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0830'RECOVERED IN GOOD CONDITION.
 FS0830
 FS0830                          STATION RECOVERY (1982)
 FS0830
 FS0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0830'32.5 KM (20.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0830'OF HOOVER DAM, 12.8 METERS (42 FT) SOUTH OF THE SOUTHWEST END OF A
 FS0830'36-INCH CORRUGATED METAL PIPE CULVERT, 10.4 METERS (34.3 FT) SOUTHWEST
 FS0830'OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0830'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FS0830'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0259 ***********************************************************************
 DT0259  DESIGNATION -  L 136
 DT0259  PID         -  DT0259
 DT0259  STATE/COUNTY-  AZ/APACHE
 DT0259  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0259
 DT0259                         *CURRENT SURVEY CONTROL
 DT0259  ___________________________________________________________________
 DT0259* NAD 83(1986)-  33 50 42.     (N)    109 29 43.     (W)     SCALED    
 DT0259* NAVD 88     -      2766.833  (meters)    9077.52   (feet)  ADJUSTED  
 DT0259  ___________________________________________________________________
 DT0259  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 DT0259  DYNAMIC HT  -        2762.164 (meters)    9062.20  (feet)  COMP
 DT0259  MODELED GRAV-     978,847.7   (mgal)                       NAVD 88
 DT0259
 DT0259  VERT ORDER  -  SECOND    CLASS 0
 DT0259
 DT0259.The horizontal coordinates were scaled from a topographic map and have
 DT0259.an estimated accuracy of +/- 6 seconds.
 DT0259
 DT0259.The orthometric height was determined by differential leveling
 DT0259.and adjusted in June 1991.
 DT0259
 DT0259.The geoid height was determined by GEOID03.
 DT0259
 DT0259.The dynamic height is computed by dividing the NAVD 88
 DT0259.geopotential number by the normal gravity value computed on the
 DT0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0259.degrees latitude (g = 980.6199 gals.).
 DT0259
 DT0259.The modeled gravity was interpolated from observed gravity values.
 DT0259
 DT0259;                    North         East    Units  Estimated Accuracy
 DT0259;SPC AZ E     -   315,670.      275,490.      MT  (+/- 180 meters Scaled)
 DT0259
 DT0259                          SUPERSEDED SURVEY CONTROL
 DT0259
 DT0259  NGVD 29 (??/??/92) 2765.594  (m)         9073.45   (f) ADJ UNCH    2 0
 DT0259
 DT0259.Superseded values are not recommended for survey control.
 DT0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0259.See file dsdata.txt to determine how the superseded data were derived.
 DT0259
 DT0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC392459(NAD 83)
 DT0259_MARKER: DB = BENCH MARK DISK
 DT0259_SETTING: 66 = SET IN ROCK OUTCROP
 DT0259_SP_SET: LARGE ROCK
 DT0259_STAMPING: L-136 1935
 DT0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0259+STABILITY: POSITION/ELEVATION WELL
 DT0259
 DT0259  HISTORY     - Date     Condition        Report By
 DT0259  HISTORY     - 1935     MONUMENTED       CGS
 DT0259  HISTORY     - 1958     GOOD             USGS
 DT0259
 DT0259                          STATION DESCRIPTION
 DT0259
 DT0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0259'0.2 MI N FROM RESERVATION RANCH.
 DT0259'0.2 MI NW ALONG ROAD TO THOMPSON RANCH AND SPRINGERVILLE ON THE ROAD
 DT0259'TO RESERVATION RANCH, ABOUT 200 YDS  W OF A LARGE MARSHY FLAT, 24 FT W
 DT0259'OF THE CENTERLINE OF THE ROAD, 30 FT E OF A FENCE, 24 FT SW OF A 20
 DT0259'INCH PINE TREE, SET IN A LARGE ROCK.
 DT0259
 DT0259                          STATION RECOVERY (1958)
 DT0259
 DT0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0289 ***********************************************************************
 DT0289  DESIGNATION -  L 137
 DT0289  PID         -  DT0289
 DT0289  STATE/COUNTY-  AZ/APACHE
 DT0289  USGS QUAD   -  LUNA LAKE (1991)
 DT0289
 DT0289                         *CURRENT SURVEY CONTROL
 DT0289  ___________________________________________________________________
 DT0289* NAD 83(1986)-  33 51 56.     (N)    109 04 20.     (W)     SCALED    
 DT0289* NAVD 88     -      2414.244  (meters)    7920.73   (feet)  ADJUSTED  
 DT0289  ___________________________________________________________________
 DT0289  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DT0289  DYNAMIC HT  -        2410.329 (meters)    7907.89  (feet)  COMP
 DT0289  MODELED GRAV-     978,927.4   (mgal)                       NAVD 88
 DT0289
 DT0289  VERT ORDER  -  SECOND    CLASS 0
 DT0289
 DT0289.The horizontal coordinates were scaled from a topographic map and have
 DT0289.an estimated accuracy of +/- 6 seconds.
 DT0289
 DT0289.The orthometric height was determined by differential leveling
 DT0289.and adjusted in June 1991.
 DT0289
 DT0289.The geoid height was determined by GEOID03.
 DT0289
 DT0289.The dynamic height is computed by dividing the NAVD 88
 DT0289.geopotential number by the normal gravity value computed on the
 DT0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0289.degrees latitude (g = 980.6199 gals.).
 DT0289
 DT0289.The modeled gravity was interpolated from observed gravity values.
 DT0289
 DT0289;                    North         East    Units  Estimated Accuracy
 DT0289;SPC AZ E     -   318,280.      314,620.      MT  (+/- 180 meters Scaled)
 DT0289
 DT0289                          SUPERSEDED SURVEY CONTROL
 DT0289
 DT0289  NGVD 29 (??/??/92) 2413.209  (m)         7917.34   (f) ADJ UNCH    2 0
 DT0289
 DT0289.Superseded values are not recommended for survey control.
 DT0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0289.See file dsdata.txt to determine how the superseded data were derived.
 DT0289
 DT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC783489(NAD 83)
 DT0289_MARKER: DB = BENCH MARK DISK
 DT0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0289_STAMPING: L 137 1935
 DT0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0289+STABILITY: SURFACE MOTION
 DT0289
 DT0289  HISTORY     - Date     Condition        Report By
 DT0289  HISTORY     - 1935     MONUMENTED       CGS
 DT0289  HISTORY     - 19891002 GOOD             USPSQD
 DT0289  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0289
 DT0289                          STATION DESCRIPTION
 DT0289
 DT0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0289'5.8 MI NE FROM ALPINE.
 DT0289'5.8 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. ON N SIDE OF
 DT0289'SLOPE, ON OUT-SIDE OF CURVE, ABOUT 27 FT. N OF PINE TREE AND 36 FT. NW
 DT0289'OF CENTERLINE OF THE ROAD.
 DT0289
 DT0289                          STATION RECOVERY (1989)
 DT0289
 DT0289'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0289'RECOVERED IN GOOD CONDITION.
 DT0289
 DT0289                          STATION RECOVERY (2005)
 DT0289
 DT0289'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0289'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0539 ***********************************************************************
 CY0539  DESIGNATION -  L 14
 CY0539  PID         -  CY0539
 CY0539  STATE/COUNTY-  AZ/GRAHAM
 CY0539  USGS QUAD   -  TANQUE (1966)
 CY0539
 CY0539                         *CURRENT SURVEY CONTROL
 CY0539  ___________________________________________________________________
 CY0539* NAD 83(1986)-  32 35 35.     (N)    109 32 09.     (W)     SCALED    
 CY0539* NAVD 88     -      1002.31   (+/-2cm)    3288.4    (feet)  VERTCON   
 CY0539  ___________________________________________________________________
 CY0539  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CY0539  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0539
 CY0539.The horizontal coordinates were scaled from a topographic map and have
 CY0539.an estimated accuracy of +/- 6 seconds.
 CY0539
 CY0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0539.The vertical order pertains to the NGVD 29 superseded value.
 CY0539
 CY0539.The geoid height was determined by GEOID03.
 CY0539
 CY0539;                    North         East    Units  Estimated Accuracy
 CY0539;SPC AZ E     -   176,800.      272,580.      MT  (+/- 180 meters Scaled)
 CY0539
 CY0539                          SUPERSEDED SURVEY CONTROL
 CY0539
 CY0539  NGVD 29 (??/??/92) 1001.643  (m)         3286.22   (f) ADJ UNCH    1 2
 CY0539
 CY0539.Superseded values are not recommended for survey control.
 CY0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0539.See file dsdata.txt to determine how the superseded data were derived.
 CY0539
 CY0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB374071(NAD 83)
 CY0539_MARKER: DB = BENCH MARK DISK
 CY0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0539_STAMPING: 3286.224 L 14 1932
 CY0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0539+STABILITY: SURFACE MOTION
 CY0539
 CY0539  HISTORY     - Date     Condition        Report By
 CY0539  HISTORY     - 1932     MONUMENTED       CGS
 CY0539
 CY0539                          STATION DESCRIPTION
 CY0539
 CY0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0539'1.1 MI S FROM TANQUE.
 CY0539'ON SOUTHERN PACIFIC RAILROAD, 400 FEET NORTH OF BRIDGE MARKED 116.53,
 CY0539'15 FEET EAST OF SIGN MARKED TANQUE ONE MILE, 25 FEET EAST OF RAILROAD
 CY0539'CENTER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0284 ***********************************************************************
 ER0284  DESIGNATION -  L 141
 ER0284  PID         -  ER0284
 ER0284  STATE/COUNTY-  AZ/NAVAJO
 ER0284  USGS QUAD   -  LAKESIDE (1984)
 ER0284
 ER0284                         *CURRENT SURVEY CONTROL
 ER0284  ___________________________________________________________________
 ER0284* NAD 83(1986)-  34 10 47.     (N)    109 58 00.     (W)     SCALED    
 ER0284* NAVD 88     -      2055.187  (meters)    6742.73   (feet)  ADJUSTED  
 ER0284  ___________________________________________________________________
 ER0284  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ER0284  DYNAMIC HT  -        2052.080 (meters)    6732.53  (feet)  COMP
 ER0284  MODELED GRAV-     979,050.1   (mgal)                       NAVD 88
 ER0284
 ER0284  VERT ORDER  -  SECOND    CLASS 0
 ER0284
 ER0284.The horizontal coordinates were scaled from a topographic map and have
 ER0284.an estimated accuracy of +/- 6 seconds.
 ER0284
 ER0284.The orthometric height was determined by differential leveling
 ER0284.and adjusted in June 1991.
 ER0284
 ER0284.The geoid height was determined by GEOID03.
 ER0284
 ER0284.The dynamic height is computed by dividing the NAVD 88
 ER0284.geopotential number by the normal gravity value computed on the
 ER0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0284.degrees latitude (g = 980.6199 gals.).
 ER0284
 ER0284.The modeled gravity was interpolated from observed gravity values.
 ER0284
 ER0284;                    North         East    Units  Estimated Accuracy
 ER0284;SPC AZ E     -   352,610.      231,800.      MT  (+/- 180 meters Scaled)
 ER0284
 ER0284                          SUPERSEDED SURVEY CONTROL
 ER0284
 ER0284  NGVD 29 (??/??/92) 2054.291  (m)         6739.79   (f) ADJ UNCH    2 0
 ER0284
 ER0284.Superseded values are not recommended for survey control.
 ER0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0284.See file dsdata.txt to determine how the superseded data were derived.
 ER0284
 ER0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC952825(NAD 83)
 ER0284_MARKER: DB = BENCH MARK DISK
 ER0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0284_STAMPING: L 141 1935
 ER0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0284+STABILITY: SURFACE MOTION
 ER0284
 ER0284  HISTORY     - Date     Condition        Report By
 ER0284  HISTORY     - 1935     MONUMENTED       CGS
 ER0284  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0284
 ER0284                          STATION DESCRIPTION
 ER0284
 ER0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0284'2.0 MI E FROM LAKESIDE.
 ER0284'2.0 MILES EAST ALONG THE SPONSELLER SIDING ROAD FROM THE RANGER
 ER0284'STATION AT LAKESIDE, NAVAJO COUNTY, 0.5 MILE SOUTH OF A LARGE
 ER0284'RANCHHOUSE, AT THE TOP OF A ROCKY MESA, 50 FEET SOUTH OF A FENCE, AND
 ER0284'28 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 ER0284'L 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ER0284
 ER0284                          STATION RECOVERY (1983)
 ER0284
 ER0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0253 ***********************************************************************
 ES0253  DESIGNATION -  L 142
 ES0253  PID         -  ES0253
 ES0253  STATE/COUNTY-  AZ/COCONINO
 ES0253  USGS QUAD   -  GRAMA DRAW (1965)
 ES0253
 ES0253                         *CURRENT SURVEY CONTROL
 ES0253  ___________________________________________________________________
 ES0253* NAD 83(1986)-  34 34 51.     (N)    110 53 36.     (W)     SCALED    
 ES0253* NAVD 88     -      2066.774  (meters)    6780.74   (feet)  ADJUSTED  
 ES0253  ___________________________________________________________________
 ES0253  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0253  DYNAMIC HT  -        2063.732 (meters)    6770.76  (feet)  COMP
 ES0253  MODELED GRAV-     979,089.2   (mgal)                       NAVD 88
 ES0253
 ES0253  VERT ORDER  -  SECOND    CLASS 0
 ES0253
 ES0253.The horizontal coordinates were scaled from a topographic map and have
 ES0253.an estimated accuracy of +/- 6 seconds.
 ES0253
 ES0253.The orthometric height was determined by differential leveling
 ES0253.and adjusted in June 1991.
 ES0253
 ES0253.The geoid height was determined by GEOID03.
 ES0253
 ES0253.The dynamic height is computed by dividing the NAVD 88
 ES0253.geopotential number by the normal gravity value computed on the
 ES0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0253.degrees latitude (g = 980.6199 gals.).
 ES0253
 ES0253.The modeled gravity was interpolated from observed gravity values.
 ES0253
 ES0253;                    North         East    Units  Estimated Accuracy
 ES0253;SPC AZ C     -   397,550.      307,250.      MT  (+/- 180 meters Scaled)
 ES0253
 ES0253                          SUPERSEDED SURVEY CONTROL
 ES0253
 ES0253  NGVD 29 (??/??/92) 2065.779  (m)         6777.48   (f) ADJ UNCH    2 0
 ES0253
 ES0253.Superseded values are not recommended for survey control.
 ES0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0253.See file dsdata.txt to determine how the superseded data were derived.
 ES0253
 ES0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD097265(NAD 83)
 ES0253_MARKER: DB = BENCH MARK DISK
 ES0253_SETTING: 66 = SET IN ROCK OUTCROP
 ES0253_SP_SET: LIMESTONE OUTCROP
 ES0253_STAMPING: L-142 1935
 ES0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0253+STABILITY: POSITION/ELEVATION WELL
 ES0253
 ES0253  HISTORY     - Date     Condition        Report By
 ES0253  HISTORY     - 1935     MONUMENTED       CGS
 ES0253
 ES0253                          STATION DESCRIPTION
 ES0253
 ES0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0253'1.4 MI N FROM WALLACE RANGER STA RD JCT.
 ES0253'1.4 MI N ALONG ROAD TO WINSLOW.  38.6 MI. S.W. OF WINSLOW (UNION OIL
 ES0253'CO. PLANT) AT A CURVE IN THE ROAD, AT THE BASE OF A HILL, 65 FEET W OF
 ES0253'THE CENTERLINE OF THE ROAD, SET IN LARGE LIMESTONE ROCK, 25 X 5 AND 3
 ES0253'1/2 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0413 ***********************************************************************
 DT0413  DESIGNATION -  L 145
 DT0413  PID         -  DT0413
 DT0413  STATE/COUNTY-  AZ/GRAHAM
 DT0413  USGS QUAD   -  GILA PEAK (1989)
 DT0413
 DT0413                         *CURRENT SURVEY CONTROL
 DT0413  ___________________________________________________________________
 DT0413* NAD 83(1986)-  33 13 06.     (N)    109 55 03.     (W)     SCALED    
 DT0413* NAVD 88     -      1608.268  (meters)    5276.46   (feet)  ADJUSTED  
 DT0413  ___________________________________________________________________
 DT0413  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DT0413  DYNAMIC HT  -        1605.868 (meters)    5268.59  (feet)  COMP
 DT0413  MODELED GRAV-     979,088.3   (mgal)                       NAVD 88
 DT0413
 DT0413  VERT ORDER  -  SECOND    CLASS 0
 DT0413
 DT0413.The horizontal coordinates were scaled from a topographic map and have
 DT0413.an estimated accuracy of +/- 6 seconds.
 DT0413
 DT0413.The orthometric height was determined by differential leveling
 DT0413.and adjusted in June 1991.
 DT0413
 DT0413.The geoid height was determined by GEOID03.
 DT0413
 DT0413.The dynamic height is computed by dividing the NAVD 88
 DT0413.geopotential number by the normal gravity value computed on the
 DT0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0413.degrees latitude (g = 980.6199 gals.).
 DT0413
 DT0413.The modeled gravity was interpolated from observed gravity values.
 DT0413
 DT0413;                    North         East    Units  Estimated Accuracy
 DT0413;SPC AZ E     -   245,990.      236,590.      MT  (+/- 180 meters Scaled)
 DT0413
 DT0413                          SUPERSEDED SURVEY CONTROL
 DT0413
 DT0413  NGVD 29 (??/??/92) 1607.500  (m)         5273.94   (f) ADJ UNCH    2 0
 DT0413
 DT0413.Superseded values are not recommended for survey control.
 DT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0413.See file dsdata.txt to determine how the superseded data were derived.
 DT0413
 DT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB008760(NAD 83)
 DT0413_MARKER: DB = BENCH MARK DISK
 DT0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0413_STAMPING: L 145 1935
 DT0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0413+STABILITY: SURFACE MOTION
 DT0413
 DT0413  HISTORY     - Date     Condition        Report By
 DT0413  HISTORY     - 1935     MONUMENTED       CGS
 DT0413  HISTORY     - 19870512 MARK NOT FOUND   USGS
 DT0413
 DT0413                          STATION DESCRIPTION
 DT0413
 DT0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0413'5.9 MI SW FROM ARSENIC TUBS RANCH HDQ.
 DT0413'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0413'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0413'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, AT THE JUNCTION OF A
 DT0413'TRACK ROAD LEADING NORTHWEST, 66 FEET NORTHWEST OF THE CENTER LINE OF
 DT0413'THE TRACK ROAD LEADING SOUTH, 10 FEET NORTHEAST OF THE CENTER LINE OF
 DT0413'THE TRACK ROAD LEADING NORTHWEST, 2 FEET SOUTH OF A WITNESS POST,
 DT0413'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DT0413'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 DT0413
 DT0413                          STATION RECOVERY (1987)
 DT0413
 DT0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (NKP)
 DT0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0154 ***********************************************************************
 ES0154  DESIGNATION -  L 146
 ES0154  PID         -  ES0154
 ES0154  STATE/COUNTY-  AZ/NAVAJO
 ES0154  USGS QUAD   -  FAUGHT RIDGE (1977)
 ES0154
 ES0154                         *CURRENT SURVEY CONTROL
 ES0154  ___________________________________________________________________
 ES0154* NAD 83(1986)-  34 07 23.     (N)    110 07 19.     (W)     SCALED    
 ES0154* NAVD 88     -      1816.262  (meters)    5958.85   (feet)  ADJUSTED  
 ES0154  ___________________________________________________________________
 ES0154  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES0154  DYNAMIC HT  -        1813.581 (meters)    5950.06  (feet)  COMP
 ES0154  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 ES0154
 ES0154  VERT ORDER  -  SECOND    CLASS 0
 ES0154
 ES0154.The horizontal coordinates were scaled from a topographic map and have
 ES0154.an estimated accuracy of +/- 6 seconds.
 ES0154
 ES0154.The orthometric height was determined by differential leveling
 ES0154.and adjusted in June 1991.
 ES0154
 ES0154.The geoid height was determined by GEOID03.
 ES0154
 ES0154.The dynamic height is computed by dividing the NAVD 88
 ES0154.geopotential number by the normal gravity value computed on the
 ES0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0154.degrees latitude (g = 980.6199 gals.).
 ES0154
 ES0154.The modeled gravity was interpolated from observed gravity values.
 ES0154
 ES0154;                    North         East    Units  Estimated Accuracy
 ES0154;SPC AZ E     -   346,300.      217,490.      MT  (+/- 180 meters Scaled)
 ES0154
 ES0154                          SUPERSEDED SURVEY CONTROL
 ES0154
 ES0154  NGVD 29 (??/??/92) 1815.386  (m)         5955.98   (f) ADJ UNCH    2 0
 ES0154
 ES0154.Superseded values are not recommended for survey control.
 ES0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0154.See file dsdata.txt to determine how the superseded data were derived.
 ES0154
 ES0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC809761(NAD 83)
 ES0154_MARKER: DB = BENCH MARK DISK
 ES0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0154_STAMPING: L 146 1960
 ES0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0154+STABILITY: SURFACE MOTION
 ES0154
 ES0154  HISTORY     - Date     Condition        Report By
 ES0154  HISTORY     - 1960     MONUMENTED       CGS
 ES0154  HISTORY     - 19960919 GOOD             USPSQD
 ES0154
 ES0154                          STATION DESCRIPTION
 ES0154
 ES0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0154'11.6 MI SW FROM SHOW LOW.
 ES0154'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0154'SHOW LOW, THENCE 11.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0154'HIGHWAY 77, 105 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1/2
 ES0154'FOOT NORTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 ES0154'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 ES0154'PROJECTING 4 INCHES.
 ES0154
 ES0154                          STATION RECOVERY (1996)
 ES0154
 ES0154'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0039 ***********************************************************************
 DU0039  DESIGNATION -  L 147
 DU0039  PID         -  DU0039
 DU0039  STATE/COUNTY-  AZ/GILA
 DU0039  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0039
 DU0039                         *CURRENT SURVEY CONTROL
 DU0039  ___________________________________________________________________
 DU0039* NAD 83(1986)-  33 50 27.     (N)    110 25 51.     (W)     SCALED    
 DU0039* NAVD 88     -      1440.089  (meters)    4724.69   (feet)  ADJUSTED  
 DU0039  ___________________________________________________________________
 DU0039  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DU0039  DYNAMIC HT  -        1438.035 (meters)    4717.95  (feet)  COMP
 DU0039  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 DU0039
 DU0039  VERT ORDER  -  FIRST     CLASS II
 DU0039
 DU0039.The horizontal coordinates were scaled from a topographic map and have
 DU0039.an estimated accuracy of +/- 6 seconds.
 DU0039
 DU0039.The orthometric height was determined by differential leveling
 DU0039.and adjusted in June 1991.
 DU0039
 DU0039.The geoid height was determined by GEOID03.
 DU0039
 DU0039.The dynamic height is computed by dividing the NAVD 88
 DU0039.geopotential number by the normal gravity value computed on the
 DU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0039.degrees latitude (g = 980.6199 gals.).
 DU0039
 DU0039.The modeled gravity was interpolated from observed gravity values.
 DU0039
 DU0039;                    North         East    Units  Estimated Accuracy
 DU0039;SPC AZ E     -   315,030.      188,910.      MT  (+/- 180 meters Scaled)
 DU0039
 DU0039                          SUPERSEDED SURVEY CONTROL
 DU0039
 DU0039  NGVD 29 (??/??/92) 1439.366  (m)         4722.32   (f) ADJ UNCH    1 2
 DU0039
 DU0039.Superseded values are not recommended for survey control.
 DU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0039.See file dsdata.txt to determine how the superseded data were derived.
 DU0039
 DU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC526446(NAD 83)
 DU0039_MARKER: DB = BENCH MARK DISK
 DU0039_SETTING: 66 = SET IN ROCK OUTCROP
 DU0039_SP_SET: ROCK LEDGE
 DU0039_STAMPING: L 147 1960
 DU0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0039+STABILITY: POSITION/ELEVATION WELL
 DU0039
 DU0039  HISTORY     - Date     Condition        Report By
 DU0039  HISTORY     - 1960     MONUMENTED       CGS
 DU0039  HISTORY     - 1979     GOOD             NGS
 DU0039
 DU0039                          STATION DESCRIPTION
 DU0039
 DU0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0039'13.45 MI NE FROM SENECA.
 DU0039'ABOUT 13.45 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0039'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN
 DU0039'THE TOP OF A ROCK LEDGE, ON THE SOUTHWEST SLOPE OF A HILL AND ON THE
 DU0039'NORTHEAST EDGE OF A RAVINE.  76 FEET NORTHWEST OF THE CENTER LINE OF
 DU0039'THE HIGHWAY, 25 FEET SOUTHEAST OF A FENCE, AND ABOUT 2 FEET BELOW THE
 DU0039'LEVEL OF THE HIGHWAY.
 DU0039
 DU0039                          STATION RECOVERY (1979)
 DU0039
 DU0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0039'7.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0039'IN SALT RIVER CANYON, 0.2 MILE NORTHEAST OF MILE POST 300, SET IN
 DU0039'THE TOP OF A ROCK LEDGE ON THE NORTHEAST EDGE OF A RAVINE, 76 FEET
 DU0039'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 52 FEET WEST OF THE
 DU0039'NORTHWEST END OF A STEEL GUARD RAIL AND 25 FEET SOUTHWEST OF THE
 DU0039'RIGHT OF WAY FENCE.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0
 DU0039'MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0039'THE MARK IS 2.5 FT  E FROM A WITNESS POST.
 DU0039'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0162 ***********************************************************************
 DU0162  DESIGNATION -  L 149
 DU0162  PID         -  DU0162
 DU0162  STATE/COUNTY-  AZ/GRAHAM
 DU0162  USGS QUAD   -  BRONCO GULCH (1966)
 DU0162
 DU0162                         *CURRENT SURVEY CONTROL
 DU0162  ___________________________________________________________________
 DU0162* NAD 83(1986)-  33 22 54.     (N)    110 11 24.     (W)     SCALED    
 DU0162* NAVD 88     -      1467.525  (meters)    4814.70   (feet)  ADJUSTED  
 DU0162  ___________________________________________________________________
 DU0162  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DU0162  DYNAMIC HT  -        1465.409 (meters)    4807.76  (feet)  COMP
 DU0162  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 DU0162
 DU0162  VERT ORDER  -  SECOND    CLASS 0
 DU0162
 DU0162.The horizontal coordinates were scaled from a topographic map and have
 DU0162.an estimated accuracy of +/- 6 seconds.
 DU0162
 DU0162.The orthometric height was determined by differential leveling
 DU0162.and adjusted in June 1991.
 DU0162
 DU0162.The geoid height was determined by GEOID03.
 DU0162
 DU0162.The dynamic height is computed by dividing the NAVD 88
 DU0162.geopotential number by the normal gravity value computed on the
 DU0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0162.degrees latitude (g = 980.6199 gals.).
 DU0162
 DU0162.The modeled gravity was interpolated from observed gravity values.
 DU0162
 DU0162;                    North         East    Units  Estimated Accuracy
 DU0162;SPC AZ E     -   264,080.      211,190.      MT  (+/- 180 meters Scaled)
 DU0162
 DU0162                          SUPERSEDED SURVEY CONTROL
 DU0162
 DU0162  NGVD 29 (??/??/92) 1466.825  (m)         4812.41   (f) ADJ UNCH    2 0
 DU0162
 DU0162.Superseded values are not recommended for survey control.
 DU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0162.See file dsdata.txt to determine how the superseded data were derived.
 DU0162
 DU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB753938(NAD 83)
 DU0162_MARKER: DB = BENCH MARK DISK
 DU0162_SETTING: 66 = SET IN ROCK OUTCROP
 DU0162_SP_SET: ROCK OUTCROP
 DU0162_STAMPING: L 149 1935
 DU0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0162+STABILITY: POSITION/ELEVATION WELL
 DU0162
 DU0162  HISTORY     - Date     Condition        Report By
 DU0162  HISTORY     - 1935     MONUMENTED       CGS
 DU0162  HISTORY     - 1961     GOOD             NGS
 DU0162
 DU0162                          STATION DESCRIPTION
 DU0162
 DU0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0162'10.8 MI W FROM ASH CREEK RANCH.
 DU0162'10.8 MILES WEST ALONG THE SAN CARLOS ROAD FROM ASH CREEK RANCH, GRAHAM
 DU0162'COUNTY, AT A ROAD JUNCTION, 120 FEET EAST OF THE CENTERLINE OF THE
 DU0162'WARM SPRING ROAD, 47 FEET NORTH OF THE CENTERLINE OF THE ASH CREEK
 DU0162'RANCH ROAD, 50 FEET SOUTH OF A ROW OF POLES, AND IN THE TOP OF A ROCK
 DU0162'OUTCROP.  A STANDARD DISK, STAMPED L 149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0380 ***********************************************************************
 DT0380  DESIGNATION -  L 15
 DT0380  PID         -  DT0380
 DT0380  STATE/COUNTY-  AZ/GRAHAM
 DT0380  USGS QUAD   -  FORT THOMAS (1989)
 DT0380
 DT0380                         *CURRENT SURVEY CONTROL
 DT0380  ___________________________________________________________________
 DT0380* NAD 83(1986)-  33 02 30.     (N)    109 58 46.     (W)     SCALED    
 DT0380* NAVD 88     -       824.831  (meters)    2706.13   (feet)  ADJUSTED  
 DT0380  ___________________________________________________________________
 DT0380  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DT0380  DYNAMIC HT  -         823.702 (meters)    2702.43  (feet)  COMP
 DT0380  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 DT0380
 DT0380  VERT ORDER  -  FIRST     CLASS II
 DT0380
 DT0380.The horizontal coordinates were scaled from a topographic map and have
 DT0380.an estimated accuracy of +/- 6 seconds.
 DT0380
 DT0380.The orthometric height was determined by differential leveling
 DT0380.and adjusted in June 1991.
 DT0380
 DT0380.The geoid height was determined by GEOID03.
 DT0380
 DT0380.The dynamic height is computed by dividing the NAVD 88
 DT0380.geopotential number by the normal gravity value computed on the
 DT0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0380.degrees latitude (g = 980.6199 gals.).
 DT0380
 DT0380.The modeled gravity was interpolated from observed gravity values.
 DT0380
 DT0380;                    North         East    Units  Estimated Accuracy
 DT0380;SPC AZ E     -   226,390.      230,850.      MT  (+/- 180 meters Scaled)
 DT0380
 DT0380                          SUPERSEDED SURVEY CONTROL
 DT0380
 DT0380  NGVD 29 (??/??/92)  824.255  (m)         2704.24   (f) ADJ UNCH    1 2
 DT0380
 DT0380.Superseded values are not recommended for survey control.
 DT0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0380.See file dsdata.txt to determine how the superseded data were derived.
 DT0380
 DT0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB952563(NAD 83)
 DT0380_MARKER: DB = BENCH MARK DISK
 DT0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0380_SP_SET: CONCRETE
 DT0380_STAMPING: L 15 1933 270.243
 DT0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0380+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0380
 DT0380  HISTORY     - Date     Condition        Report By
 DT0380  HISTORY     - 1933     MONUMENTED       CGS
 DT0380  HISTORY     - 1958     GOOD             USGS
 DT0380  HISTORY     - 1979     GOOD             NGS
 DT0380  HISTORY     - 20081009 GOOD             GEOCAC
 DT0380
 DT0380                          STATION DESCRIPTION
 DT0380
 DT0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DT0380'0.8 MI NW FROM FT THOMAS.
 DT0380'ON SOUTHERN PACIFIC RIGHT OF WAY, 420 FT.
 DT0380'NORTHWEST OF MILEPOST 1160, 10 FT. NORTHEAST OF RAILROAD CENTERLINE,
 DT0380'80 FT. SOUTHWEST OF PAVED HIGHWAY CENTERLINE AT  HIGHWAY STATION 3161
 DT0380'+ 15.
 DT0380
 DT0380                          STATION RECOVERY (1958)
 DT0380
 DT0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0380'RECOVERED IN GOOD CONDITION.
 DT0380
 DT0380                          STATION RECOVERY (1979)
 DT0380
 DT0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0380'1.0 MILE NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DT0380'FT. THOMAS, ON THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY, SET IN
 DT0380'THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT UNDER
 DT0380'THE TRACKS, APPROXIMATELY 160 PACES NORTHWEST ALONG THE TRACKS FROM
 DT0380'RAILROAD MILE POST 1160, 107 FEET SOUTHWEST OF THE CENTERLINE OF
 DT0380'THE HIGHWAY AND 8.5 FEET NORTHEAST OF THE NORTHEAST RAIL.
 DT0380'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0380
 DT0380                          STATION RECOVERY (2008)
 DT0380
 DT0380'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0380'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0380'02.525' W109  58.747'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0144 ***********************************************************************
 DU0144  DESIGNATION -  L 150
 DU0144  PID         -  DU0144
 DU0144  STATE/COUNTY-  AZ/GILA
 DU0144  USGS QUAD   -  SONTAG CREEK (1979)
 DU0144
 DU0144                         *CURRENT SURVEY CONTROL
 DU0144  ___________________________________________________________________
 DU0144* NAD 83(1986)-  33 31 04.     (N)    110 18 13.     (W)     SCALED    
 DU0144* NAVD 88     -      1348.023  (meters)    4422.64   (feet)  ADJUSTED  
 DU0144  ___________________________________________________________________
 DU0144  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DU0144  DYNAMIC HT  -        1346.138 (meters)    4416.45  (feet)  COMP
 DU0144  MODELED GRAV-     979,191.3   (mgal)                       NAVD 88
 DU0144
 DU0144  VERT ORDER  -  SECOND    CLASS 0
 DU0144
 DU0144.The horizontal coordinates were scaled from a topographic map and have
 DU0144.an estimated accuracy of +/- 6 seconds.
 DU0144
 DU0144.The orthometric height was determined by differential leveling
 DU0144.and adjusted in June 1991.
 DU0144
 DU0144.The geoid height was determined by GEOID03.
 DU0144
 DU0144.The dynamic height is computed by dividing the NAVD 88
 DU0144.geopotential number by the normal gravity value computed on the
 DU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0144.degrees latitude (g = 980.6199 gals.).
 DU0144
 DU0144.The modeled gravity was interpolated from observed gravity values.
 DU0144
 DU0144;                    North         East    Units  Estimated Accuracy
 DU0144;SPC AZ E     -   279,180.      200,640.      MT  (+/- 180 meters Scaled)
 DU0144
 DU0144                          SUPERSEDED SURVEY CONTROL
 DU0144
 DU0144  NGVD 29 (??/??/92) 1347.370  (m)         4420.50   (f) ADJ UNCH    2 0
 DU0144
 DU0144.Superseded values are not recommended for survey control.
 DU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0144.See file dsdata.txt to determine how the superseded data were derived.
 DU0144
 DU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC646089(NAD 83)
 DU0144_MARKER: DB = BENCH MARK DISK
 DU0144_SETTING: 66 = SET IN ROCK OUTCROP
 DU0144_SP_SET: ROCK OUTCROP
 DU0144_STAMPING: L 150 1935
 DU0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0144+STABILITY: POSITION/ELEVATION WELL
 DU0144
 DU0144  HISTORY     - Date     Condition        Report By
 DU0144  HISTORY     - 1935     MONUMENTED       CGS
 DU0144
 DU0144                          STATION DESCRIPTION
 DU0144
 DU0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0144'16.7 MI N FROM SAN CARLOS.
 DU0144'16.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0144'8.1 MILES SOUTHEAST ALONG THE WARM SPRING ROAD, 0.7 MILE WEST OF A
 DU0144'GATE, 75 YARDS NORTH OF THE CENTER OF A CURVE, OPPOSITE A CURVE, 60
 DU0144'FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK
 DU0144'OUTCROP.  A STANDARD DISK, STAMPED L 150 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0401 ***********************************************************************
 DT0401  DESIGNATION -  L 153
 DT0401  PID         -  DT0401
 DT0401  STATE/COUNTY-  AZ/GRAHAM
 DT0401  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0401
 DT0401                         *CURRENT SURVEY CONTROL
 DT0401  ___________________________________________________________________
 DT0401* NAD 83(1986)-  33 06 25.     (N)    109 40 30.     (W)     SCALED    
 DT0401* NAVD 88     -      1555.705  (meters)    5104.01   (feet)  ADJUSTED  
 DT0401  ___________________________________________________________________
 DT0401  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DT0401  DYNAMIC HT  -        1553.408 (meters)    5096.47  (feet)  COMP
 DT0401  MODELED GRAV-     979,105.8   (mgal)                       NAVD 88
 DT0401
 DT0401  VERT ORDER  -  SECOND    CLASS 0
 DT0401
 DT0401.The horizontal coordinates were scaled from a topographic map and have
 DT0401.an estimated accuracy of +/- 6 seconds.
 DT0401
 DT0401.The orthometric height was determined by differential leveling
 DT0401.and adjusted in June 1991.
 DT0401
 DT0401.The geoid height was determined by GEOID03.
 DT0401
 DT0401.The dynamic height is computed by dividing the NAVD 88
 DT0401.geopotential number by the normal gravity value computed on the
 DT0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0401.degrees latitude (g = 980.6199 gals.).
 DT0401
 DT0401.The modeled gravity was interpolated from observed gravity values.
 DT0401
 DT0401;                    North         East    Units  Estimated Accuracy
 DT0401;SPC AZ E     -   233,720.      259,250.      MT  (+/- 180 meters Scaled)
 DT0401
 DT0401                          SUPERSEDED SURVEY CONTROL
 DT0401
 DT0401  NGVD 29 (??/??/92) 1555.007  (m)         5101.72   (f) ADJ UNCH    2 0
 DT0401
 DT0401.Superseded values are not recommended for survey control.
 DT0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0401.See file dsdata.txt to determine how the superseded data were derived.
 DT0401
 DT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB236639(NAD 83)
 DT0401_MARKER: DB = BENCH MARK DISK
 DT0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0401_STAMPING: L 153 1935
 DT0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0401+STABILITY: SURFACE MOTION
 DT0401
 DT0401  HISTORY     - Date     Condition        Report By
 DT0401  HISTORY     - 1935     MONUMENTED       CGS
 DT0401
 DT0401                          STATION DESCRIPTION
 DT0401
 DT0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0401'2.0 MI S FROM HAT RANCH PIMA RD FKS.
 DT0401'2.0 MI. S ALONG ROAD TO PIMA.  0.5 MI. N OF GATE ACROSS ROAD AT TOP OF
 DT0401'STEEP GRADE AND 33 FT. E OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0433 ***********************************************************************
 ES0433  DESIGNATION -  L 155
 ES0433  PID         -  ES0433
 ES0433  STATE/COUNTY-  AZ/YAVAPAI
 ES0433  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0433
 ES0433                         *CURRENT SURVEY CONTROL
 ES0433  ___________________________________________________________________
 ES0433* NAD 83(1986)-  34 12 41.     (N)    111 54 16.     (W)     SCALED    
 ES0433* NAVD 88     -      1459.76   (+/-2cm)    4789.2    (feet)  VERTCON   
 ES0433  ___________________________________________________________________
 ES0433  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 ES0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0433
 ES0433.The horizontal coordinates were scaled from a topographic map and have
 ES0433.an estimated accuracy of +/- 6 seconds.
 ES0433
 ES0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0433.The vertical order pertains to the NGVD 29 superseded value.
 ES0433
 ES0433.The geoid height was determined by GEOID03.
 ES0433
 ES0433;                    North         East    Units  Estimated Accuracy
 ES0433;SPC AZ C     -   356,100.      214,490.      MT  (+/- 180 meters Scaled)
 ES0433
 ES0433                          SUPERSEDED SURVEY CONTROL
 ES0433
 ES0433  NGVD 29 (??/??/92) 1459.021  (m)         4786.80   (f) ADJ UNCH    2 0
 ES0433
 ES0433.Superseded values are not recommended for survey control.
 ES0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0433.See file dsdata.txt to determine how the superseded data were derived.
 ES0433
 ES0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC166859(NAD 83)
 ES0433_MARKER: DB = BENCH MARK DISK
 ES0433_SETTING: 66 = SET IN ROCK OUTCROP
 ES0433_SP_SET: OUTCROP
 ES0433_STAMPING: L 155 1935
 ES0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0433+STABILITY: POSITION/ELEVATION WELL
 ES0433
 ES0433  HISTORY     - Date     Condition        Report By
 ES0433  HISTORY     - 1935     MONUMENTED       CGS
 ES0433  HISTORY     - 1952     GOOD             NGS
 ES0433  HISTORY     - 20080428 GOOD             GEOCAC
 ES0433
 ES0433                          STATION DESCRIPTION
 ES0433
 ES0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0433'21.2 MI SE FROM CORDES.
 ES0433'21.2 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0433'CORDES, 0.1 MILE SOUTHWEST OF THE CROSSING OF A SMALL STREAM, ON THE
 ES0433'EAST SLOPE OF A HILLSIDE, ABOUT 35 FEET EAST OF A PROMINENT ROCK RIM,
 ES0433'IN TOP OF THE CENTER OF A 2-FOOT BY 4-FOOT OUTCROP PROJECTING 1 1/2
 ES0433'FEET ABOVE THE GROUND, 74 FEET WEST OF THE CENTER LINE OF AND ABOUT 12
 ES0433'FEET HIGHER THAN THE ROAD, 60.1 FEET WEST OF A 1-FOOT OAK TREE ON THE
 ES0433'WEST EDGE OF A ROAD, AND 26.4 FEET SOUTH OF A FORKED 10-INCH OAK TREE.
 ES0433
 ES0433                          STATION RECOVERY (2008)
 ES0433
 ES0433'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0216 ***********************************************************************
 DU0216  DESIGNATION -  L 16
 DU0216  PID         -  DU0216
 DU0216  STATE/COUNTY-  AZ/GILA
 DU0216  USGS QUAD   -  BUCKET MTN (1965)
 DU0216
 DU0216                         *CURRENT SURVEY CONTROL
 DU0216  ___________________________________________________________________
 DU0216* NAD 83(1986)-  33 21 52.     (N)    110 35 01.     (W)     SCALED    
 DU0216* NAVD 88     -       910.438  (meters)    2987.00   (feet)  ADJUSTED  
 DU0216  ___________________________________________________________________
 DU0216  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DU0216  DYNAMIC HT  -         909.219 (meters)    2983.00  (feet)  COMP
 DU0216  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 DU0216
 DU0216  VERT ORDER  -  FIRST     CLASS II
 DU0216
 DU0216.The horizontal coordinates were scaled from a topographic map and have
 DU0216.an estimated accuracy of +/- 6 seconds.
 DU0216
 DU0216.The orthometric height was determined by differential leveling
 DU0216.and adjusted in June 1991.
 DU0216
 DU0216.The geoid height was determined by GEOID03.
 DU0216
 DU0216.The dynamic height is computed by dividing the NAVD 88
 DU0216.geopotential number by the normal gravity value computed on the
 DU0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0216.degrees latitude (g = 980.6199 gals.).
 DU0216
 DU0216.The modeled gravity was interpolated from observed gravity values.
 DU0216
 DU0216;                    North         East    Units  Estimated Accuracy
 DU0216;SPC AZ E     -   262,250.      174,560.      MT  (+/- 180 meters Scaled)
 DU0216
 DU0216                          SUPERSEDED SURVEY CONTROL
 DU0216
 DU0216  NGVD 29 (??/??/92)  909.852  (m)         2985.07   (f) ADJ UNCH    1 2
 DU0216
 DU0216.Superseded values are not recommended for survey control.
 DU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0216.See file dsdata.txt to determine how the superseded data were derived.
 DU0216
 DU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB387917(NAD 83)
 DU0216_MARKER: DB = BENCH MARK DISK
 DU0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0216_SP_SET: CULVERT
 DU0216_STAMPING: 2985.073 L 16 1933
 DU0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0216
 DU0216  HISTORY     - Date     Condition        Report By
 DU0216  HISTORY     - 1933     MONUMENTED       CGS
 DU0216
 DU0216                          STATION DESCRIPTION
 DU0216
 DU0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0216'7.9 MI W FROM SAN CARLOS.
 DU0216'ON SOUTHERN PACIFIC RIGHT OF WAY, 1.0 MILES WEST OF REPPY SIDING, 850
 DU0216'FEET EAST OF MILEPOST 1209, 18 FEET NORTH OF RAILROAD CENTER-LINE, ON
 DU0216'CONCRETE DECK OF RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0286 ***********************************************************************
 CZ0286  DESIGNATION -  L 18
 CZ0286  PID         -  CZ0286
 CZ0286  STATE/COUNTY-  AZ/PINAL
 CZ0286  USGS QUAD   -  DUDLEYVILLE (1972)
 CZ0286
 CZ0286                         *CURRENT SURVEY CONTROL
 CZ0286  ___________________________________________________________________
 CZ0286* NAD 83(1986)-  32 55 51.     (N)    110 43 58.     (W)     SCALED    
 CZ0286* NAVD 88     -       619.38   (+/-2cm)    2032.1    (feet)  VERTCON   
 CZ0286  ___________________________________________________________________
 CZ0286  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CZ0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0286
 CZ0286.The horizontal coordinates were scaled from a topographic map and have
 CZ0286.an estimated accuracy of +/- 6 seconds.
 CZ0286
 CZ0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0286.The vertical order pertains to the NGVD 29 superseded value.
 CZ0286
 CZ0286.The geoid height was determined by GEOID03.
 CZ0286
 CZ0286;                    North         East    Units  Estimated Accuracy
 CZ0286;SPC AZ C     -   214,700.      324,080.      MT  (+/- 180 meters Scaled)
 CZ0286
 CZ0286                          SUPERSEDED SURVEY CONTROL
 CZ0286
 CZ0286  NGVD 29 (??/??/92)  618.768  (m)         2030.07   (f) ADJ UNCH    2 0
 CZ0286
 CZ0286.Superseded values are not recommended for survey control.
 CZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0286.See file dsdata.txt to determine how the superseded data were derived.
 CZ0286
 CZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB249436(NAD 83)
 CZ0286_MARKER: DB = BENCH MARK DISK
 CZ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0286_STAMPING: 2030.157 L 18 1933
 CZ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0286+STABILITY: SURFACE MOTION
 CZ0286
 CZ0286  HISTORY     - Date     Condition        Report By
 CZ0286  HISTORY     - 1933     MONUMENTED       CGS
 CZ0286  HISTORY     - 1934     GOOD             NGS
 CZ0286
 CZ0286                          STATION DESCRIPTION
 CZ0286
 CZ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0286'4.7 MI SE FROM WINKELMAN.
 CZ0286'IN PINAL COUNTY, 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM
 CZ0286'WINKELMAN, GILA COUNTY, 1.0 MILE NORTH OF MALPAIS HILL, AT HUMPHRY
 CZ0286'RANCH, ON THE SOUTH BANK OF A WASH, 85 FEET NORTHWEST OF THE
 CZ0286'CENTERLINE OF THE HIGHWAY, 75 FEET EAST OF A WELL, AND 3 FEET EAST OF
 CZ0286'A FENCE LINE.  A STANDARD DISK, STAMPED 2030.157 L 18 1933 AND SET IN
 CZ0286'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0382 ***********************************************************************
 DU0382  DESIGNATION -  L 20
 DU0382  PID         -  DU0382
 DU0382  STATE/COUNTY-  AZ/GILA
 DU0382  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0382
 DU0382                         *CURRENT SURVEY CONTROL
 DU0382  ___________________________________________________________________
 DU0382* NAD 83(1986)-  33 55 24.     (N)    111 19 04.     (W)     SCALED    
 DU0382* NAVD 88     -       746.862  (meters)    2450.33   (feet)  ADJUSTED  
 DU0382  ___________________________________________________________________
 DU0382  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU0382  DYNAMIC HT  -         745.911 (meters)    2447.21  (feet)  COMP
 DU0382  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 DU0382  OBS GRAVITY -     979,340.6   (mgal)                       GRAV_OBS
 DU0382
 DU0382  VERT ORDER  -  FIRST     CLASS II
 DU0382
 DU0382.The horizontal coordinates were scaled from a topographic map and have
 DU0382.an estimated accuracy of +/- 6 seconds.
 DU0382
 DU0382.The orthometric height was determined by differential leveling
 DU0382.and adjusted in June 1991.
 DU0382
 DU0382.The geoid height was determined by GEOID03.
 DU0382
 DU0382.The dynamic height is computed by dividing the NAVD 88
 DU0382.geopotential number by the normal gravity value computed on the
 DU0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0382.degrees latitude (g = 980.6199 gals.).
 DU0382
 DU0382.The modeled gravity was interpolated from observed gravity values.
 DU0382.The observed gravity was obtained from relative gravimeter ties
 DU0382.to the IGSN71 gravity network.
 DU0382
 DU0382;                    North         East    Units  Estimated Accuracy
 DU0382;SPC AZ E     -   324,750.      106,930.      MT  (+/- 180 meters Scaled)
 DU0382
 DU0382                          SUPERSEDED SURVEY CONTROL
 DU0382
 DU0382  NGVD 29 (??/??/92)  746.246  (m)         2448.31   (f) ADJ UNCH    1 2
 DU0382
 DU0382.Superseded values are not recommended for survey control.
 DU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0382.See file dsdata.txt to determine how the superseded data were derived.
 DU0382
 DU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC706537(NAD 83)
 DU0382_MARKER: DB = BENCH MARK DISK
 DU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0382_STAMPING: 2448.309 L 20 1933
 DU0382_MARK LOGO: CGS   
 DU0382_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0382+STABILITY: SURFACE MOTION
 DU0382
 DU0382  HISTORY     - Date     Condition        Report By
 DU0382  HISTORY     - 1933     MONUMENTED       CGS
 DU0382  HISTORY     - 1934     GOOD             NGS
 DU0382  HISTORY     - 1983     GOOD             NGS
 DU0382  HISTORY     - 20070101 MARK NOT FOUND   GEOCAC
 DU0382
 DU0382                          STATION DESCRIPTION
 DU0382
 DU0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0382'4.0 MI N FROM TONTO BASIN.
 DU0382'4.0 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0382'GILA COUNTY, NEAR A GRADE EXCAVATION, ON THE SOUTHWEST SLOPE OF A
 DU0382'KNOLL EAST OF A HILL, 72 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU0382'AND AT THE ENTRANCE TO THE LEN COLLINS PLACE IN 1933.  A STANDARD
 DU0382'DISK, STAMPED 2448.309 L 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 DU0382'PROJECTING 6 INCHES ABOVE GROUND.
 DU0382
 DU0382                          STATION RECOVERY (1983)
 DU0382
 DU0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0382'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0382'6.1 KM (3.8 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU0382'PUNKIN CENTER, ON THE SOUTHWEST SLOPE OF A SMALL KNOLL, 0.1 KM (0.05
 DU0382'MI) NORTHEAST OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 0.6
 DU0382'KM (0.4 MI) NORTHEAST OF MILEPOST 266, 18.6 METERS (61.3 FT) SOUTHEAST
 DU0382'OF THE HIGHWAY CENTERLINE, 76.0 METERS (250 FT) NORTHEAST OF THE DIRT
 DU0382'ROAD CENTER, 0.7 METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 DU0382'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU0382'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 DU0382
 DU0382                          STATION RECOVERY (2007)
 DU0382
 DU0382'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0382'THE HIGHWAY HAS BEEN REALIGNED AND IMPROVED. AT THE DESCRIBED
 DU0382'LOCATION, THE NEW ALIGNMENT CROSSES THE OLD ONE, AND TEN FEET OF FILL
 DU0382'HAVE BEEN ADDED FOR THE NEW HIGHWAY. ASSUMED WELL BURIED IF NOT
 DU0382'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0422 ***********************************************************************
 DU0422  DESIGNATION -  L 21
 DU0422  PID         -  DU0422
 DU0422  STATE/COUNTY-  AZ/MARICOPA
 DU0422  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0422
 DU0422                         *CURRENT SURVEY CONTROL
 DU0422  ___________________________________________________________________
 DU0422* NAD 83(1986)-  33 31 59.     (N)    111 18 50.     (W)     SCALED    
 DU0422* NAVD 88     -       912.333  (meters)    2993.21   (feet)  ADJUSTED  
 DU0422  ___________________________________________________________________
 DU0422  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DU0422  DYNAMIC HT  -         911.140 (meters)    2989.30  (feet)  COMP
 DU0422  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 DU0422
 DU0422  VERT ORDER  -  FIRST     CLASS II
 DU0422
 DU0422.The horizontal coordinates were scaled from a topographic map and have
 DU0422.an estimated accuracy of +/- 6 seconds.
 DU0422
 DU0422.The orthometric height was determined by differential leveling
 DU0422.and adjusted in June 1991.
 DU0422
 DU0422.The geoid height was determined by GEOID03.
 DU0422
 DU0422.The dynamic height is computed by dividing the NAVD 88
 DU0422.geopotential number by the normal gravity value computed on the
 DU0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0422.degrees latitude (g = 980.6199 gals.).
 DU0422
 DU0422.The modeled gravity was interpolated from observed gravity values.
 DU0422
 DU0422;                    North         East    Units  Estimated Accuracy
 DU0422;SPC AZ C     -   281,030.      269,350.      MT  (+/- 180 meters Scaled)
 DU0422
 DU0422                          SUPERSEDED SURVEY CONTROL
 DU0422
 DU0422  NGVD 29 (??/??/92)  911.706  (m)         2991.16   (f) ADJ UNCH    1 2
 DU0422
 DU0422.Superseded values are not recommended for survey control.
 DU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0422.See file dsdata.txt to determine how the superseded data were derived.
 DU0422
 DU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC708104(NAD 83)
 DU0422_MARKER: DB = BENCH MARK DISK
 DU0422_SETTING: 66 = SET IN ROCK OUTCROP
 DU0422_SP_SET: ROCK LEDGE
 DU0422_STAMPING: L 21 1933
 DU0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0422+STABILITY: POSITION/ELEVATION WELL
 DU0422
 DU0422  HISTORY     - Date     Condition        Report By
 DU0422  HISTORY     - 1933     MONUMENTED       CGS
 DU0422  HISTORY     - 1948     GOOD             NGS
 DU0422  HISTORY     - 1980     GOOD             NGS
 DU0422  HISTORY     - 20070512 MARK NOT FOUND   GEOCAC
 DU0422
 DU0422                          STATION DESCRIPTION
 DU0422
 DU0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0422'8.5 MI NE FROM TORTILLA FLAT.
 DU0422'8.5 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0422'TORTILLA FLAT, 138 FEET WEST OF A STEEL TRANSMISSION TOWER, 50 FEET
 DU0422'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3.0 FEET ABOVE THE
 DU0422'GROUND, AT THE SUMMIT OF THE GRADE OF FISH CREEK HILL, SET IN THE TOP
 DU0422'OF A LEDGE OF VOLCANIC ROCK AND ABOUT 3.0 FEET BELOW THE LEVEL OF THE
 DU0422'HIGHWAY.
 DU0422
 DU0422                          STATION RECOVERY (1980)
 DU0422
 DU0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0422'11.7 KM (7.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0422'OFFICE AT TORTILLA FLAT, IN TOP OF A ROCK OUTCROP IN A SMALL
 DU0422'ISLAND BETWEEN THE HIGHWAY AND A TURNOUT ON TOP OF FISH CREEK HILL,
 DU0422'15.2 METERS (50.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU0422'42.0 METERS (138 FT) SOUTHEAST OF A STEEL POWER LINE TOWER, 18.9
 DU0422'METERS (62.0 FT) EAST-SOUTHEAST OF POWER POLE NUMBER 103 WITH FOUR
 DU0422'GUY WIRES, 15.2 METERS (50.0 FT) NORTH-NORTHEAST OF HIGHWAY MILEPOST
 DU0422'222.
 DU0422'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0422
 DU0422                          STATION RECOVERY (2007)
 DU0422
 DU0422'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0422'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0422'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0786 ***********************************************************************
 DU0786  DESIGNATION -  L 22
 DU0786  PID         -  DU0786
 DU0786  STATE/COUNTY-  AZ/MARICOPA
 DU0786  USGS QUAD   -  MESA (1982)
 DU0786
 DU0786                         *CURRENT SURVEY CONTROL
 DU0786  ___________________________________________________________________
 DU0786* NAD 83(1986)-  33 24 50.     (N)    111 51 56.     (W)     SCALED    
 DU0786* NAVD 88     -       373.419  (meters)    1225.13   (feet)  ADJUSTED  
 DU0786  ___________________________________________________________________
 DU0786  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0786  DYNAMIC HT  -         372.982 (meters)    1223.69  (feet)  COMP
 DU0786  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 DU0786
 DU0786  VERT ORDER  -  FIRST     CLASS II
 DU0786
 DU0786.The horizontal coordinates were scaled from a topographic map and have
 DU0786.an estimated accuracy of +/- 6 seconds.
 DU0786
 DU0786.The orthometric height was determined by differential leveling
 DU0786.and adjusted in November 1993.
 DU0786
 DU0786.The geoid height was determined by GEOID03.
 DU0786
 DU0786.The dynamic height is computed by dividing the NAVD 88
 DU0786.geopotential number by the normal gravity value computed on the
 DU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0786.degrees latitude (g = 980.6199 gals.).
 DU0786
 DU0786.The modeled gravity was interpolated from observed gravity values.
 DU0786
 DU0786;                    North         East    Units  Estimated Accuracy
 DU0786;SPC AZ C     -   267,650.      218,110.      MT  (+/- 180 meters Scaled)
 DU0786
 DU0786                          SUPERSEDED SURVEY CONTROL
 DU0786
 DU0786  NGVD 29 (??/??/92)  373.108  (m)         1224.11   (f) ADJ UNCH    1 2
 DU0786
 DU0786.Superseded values are not recommended for survey control.
 DU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0786.See file dsdata.txt to determine how the superseded data were derived.
 DU0786
 DU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB195975(NAD 83)
 DU0786_MARKER: DB = BENCH MARK DISK
 DU0786_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0786_SP_SET: RETAINING WALL
 DU0786_STAMPING: L 22 1933
 DU0786_MARK LOGO: CGS   
 DU0786_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0786+STABILITY: SURFACE MOTION
 DU0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0786+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DU0786
 DU0786  HISTORY     - Date     Condition        Report By
 DU0786  HISTORY     - UNK      MONUMENTED       CGS
 DU0786  HISTORY     - 1933     GOOD             NGS
 DU0786  HISTORY     - 1959     GOOD             NGS
 DU0786  HISTORY     - 19920302 GOOD             NGS
 DU0786  HISTORY     - 19940425 GOOD             NGS
 DU0786  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0786  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0786
 DU0786                          STATION DESCRIPTION
 DU0786
 DU0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0786'2.6 MI W FROM MESA.
 DU0786'AT SIDE OF HIGHWAY, AT EAST SIDE OF ENTRANCE TO UNIVERSITY OF ARIZONA
 DU0786'EXPERIMENTAL FARM, ON TOP OF CONCRETE CHANNEL WALL OF IRRIGATION
 DU0786'DITCH, 45 FEET SOUTH OF HIGHWAY CENTER-LINE.
 DU0786
 DU0786                          STATION RECOVERY (1959)
 DU0786
 DU0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0786'RECOVERED IN GOOD CONDITION.
 DU0786
 DU0786                          STATION RECOVERY (1992)
 DU0786
 DU0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0786'IN MESA, AT THE INTERSECTION OF WEST MAIN STREET AND LONGMORE ROAD,
 DU0786'IN TOP OF AND 2.9 M (9.5 FT) WEST OF THE EAST END OF THE NORTH
 DU0786'CONCRETE RETAINING WALL OF A HEAD GATE AT THE INTERSECTION OF TWO
 DU0786'IRRIGATION DITCHES, 10.0 M (32.8 FT) WEST OF THE EXTENDED CENTER OF
 DU0786'THE ROAD, AND 0.7 M (2.3 FT) SOUTH OF AND LEVEL WITH THE SOUTH CURB
 DU0786'OF THE STREET.
 DU0786
 DU0786                          STATION RECOVERY (1994)
 DU0786
 DU0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0786'IN MESA, AT THE INTERSECTION OF WEST MAIN STREET AND LONGMORE ROAD, IN
 DU0786'TOP OF AND 2.9 M (9.5 FT) WEST OF THE EAST END OF THE NORTH CONCRETE
 DU0786'RETAINING WALL OF A HEADGATE AT THE INTERSECTION OF 2 IRRIGATION
 DU0786'DITCHES, 10.0 M (32.8 FT) WEST OF THE EXTENDED CENTER OF THE ROAD,
 DU0786'AND 0.7 M (2.3 FT) SOUTH OF AND LEVEL WITH THE SOUTH CURB OF THE
 DU0786'STREET.
 DU0786
 DU0786                          STATION RECOVERY (2005)
 DU0786
 DU0786'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0786'THE IRRIGATION DITCHES AND HEADWALL AT THE INTERSECTION OF MAIN STREET
 DU0786'AND LONGMORE ROAD ARE NOW BURIED UNDERGROUND.
 DU0786
 DU0786                          STATION RECOVERY (2007)
 DU0786
 DU0786'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0786'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0786'MARK. THE DESCRIBED AREA HAS BEEN RE-DEVELOPED, AND IS NOW THE
 DU0786'ENTRANCE TO THE EAST VALLEY INSTITUTE OF TECHNOLOGY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0942 ***********************************************************************
 DV0942  DESIGNATION -  L 24
 DV0942  PID         -  DV0942
 DV0942  STATE/COUNTY-  AZ/MARICOPA
 DV0942  USGS QUAD   -  WICKENBURG (1978)
 DV0942
 DV0942                         *CURRENT SURVEY CONTROL
 DV0942  ___________________________________________________________________
 DV0942* NAD 83(1986)-  33 55 31.     (N)    112 41 20.     (W)     SCALED    
 DV0942* NAVD 88     -       592.288  (meters)    1943.20   (feet)  POSTED    
 DV0942  ___________________________________________________________________
 DV0942  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DV0942  DYNAMIC HT  -         591.570 (meters)    1940.84  (feet)  COMP
 DV0942  MODELED GRAV-     979,413.4   (mgal)                       NAVD 88
 DV0942
 DV0942  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0942
 DV0942.The horizontal coordinates were scaled from a topographic map and have
 DV0942.an estimated accuracy of +/- 6 seconds.
 DV0942
 DV0942.The orthometric height was determined by differential leveling
 DV0942.and adjusted in November 2005.
 DV0942.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0942.was located on a no-check spur therefore a value was not computed.
 DV0942.No vertical observational check was made to the station.
 DV0942
 DV0942.The geoid height was determined by GEOID03.
 DV0942
 DV0942.The dynamic height is computed by dividing the NAVD 88
 DV0942.geopotential number by the normal gravity value computed on the
 DV0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0942.degrees latitude (g = 980.6199 gals.).
 DV0942
 DV0942.The modeled gravity was interpolated from observed gravity values.
 DV0942
 DV0942;                    North         East    Units  Estimated Accuracy
 DV0942;SPC AZ C     -   324,640.      141,960.      MT  (+/- 180 meters Scaled)
 DV0942
 DV0942                          SUPERSEDED SURVEY CONTROL
 DV0942
 DV0942  NGVD 29 (??/??/92)  591.734  (m)         1941.38   (f) ADJ UNCH    2 0
 DV0942
 DV0942.Superseded values are not recommended for survey control.
 DV0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0942.See file dsdata.txt to determine how the superseded data were derived.
 DV0942
 DV0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC438551(NAD 83)
 DV0942_MARKER: DB = BENCH MARK DISK
 DV0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0942_SP_SET: CULVERT
 DV0942_STAMPING: L 24 1933
 DV0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0942+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV0942
 DV0942  HISTORY     - Date     Condition        Report By
 DV0942  HISTORY     - 1933     MONUMENTED       CGS
 DV0942  HISTORY     - 1939     GOOD             NGS
 DV0942  HISTORY     - 20070429 GOOD             GEOCAC
 DV0942
 DV0942                          STATION DESCRIPTION
 DV0942
 DV0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0942'4.1 MI SE FROM WICKENBURG.
 DV0942'4.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0942'FROM WICKENBURG, 1/4 MILE NORTH OF MILEPOST 144, 1/4 MILE SOUTH OF A
 DV0942'TELEPHONE BOOTH, AT CULVERT D 144, AND IN THE TOP OF THE WEST CONCRETE
 DV0942'HEADWALL.  A STANDARD DISK, STAMPED L 24 1933.
 DV0942
 DV0942                          STATION RECOVERY (2007)
 DV0942
 DV0942'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0999 ***********************************************************************
 DV0999  DESIGNATION -  L 25
 DV0999  PID         -  DV0999
 DV0999  STATE/COUNTY-  AZ/LA PAZ
 DV0999  USGS QUAD   -  WEBBER CANYON (1989)
 DV0999
 DV0999                         *CURRENT SURVEY CONTROL
 DV0999  ___________________________________________________________________
 DV0999* NAD 83(1986)-  33 52 36.     (N)    113 24 02.     (W)     SCALED    
 DV0999* NAVD 88     -       630.63   (+/-2cm)    2069.0    (feet)  VERTCON   
 DV0999  ___________________________________________________________________
 DV0999  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0999
 DV0999.The horizontal coordinates were scaled from a topographic map and have
 DV0999.an estimated accuracy of +/- 6 seconds.
 DV0999
 DV0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0999.The vertical order pertains to the NGVD 29 superseded value.
 DV0999
 DV0999.The geoid height was determined by GEOID03.
 DV0999
 DV0999;                    North         East    Units  Estimated Accuracy
 DV0999;SPC AZ W     -   319,040.      245,690.      MT  (+/- 180 meters Scaled)
 DV0999
 DV0999                          SUPERSEDED SURVEY CONTROL
 DV0999
 DV0999  NGVD 29 (??/??/92)  629.933  (m)         2066.71   (f) ADJ UNCH    2 0
 DV0999
 DV0999.Superseded values are not recommended for survey control.
 DV0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0999.See file dsdata.txt to determine how the superseded data were derived.
 DV0999
 DV0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC779510(NAD 83)
 DV0999_MARKER: DB = BENCH MARK DISK
 DV0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0999_STAMPING: L-25 1933
 DV0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0999+STABILITY: SURFACE MOTION
 DV0999
 DV0999  HISTORY     - Date     Condition        Report By
 DV0999  HISTORY     - 1933     MONUMENTED       CGS
 DV0999  HISTORY     - 1934     GOOD             NGS
 DV0999
 DV0999                          STATION DESCRIPTION
 DV0999
 DV0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0999'8.8 MI E FROM WENDEN.
 DV0999'8.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0999'WENDEN, YUMA COUNTY, 4.2 MILES WEST OF THE YUMA-MARICOPA COUNTY LINE,
 DV0999'30 FEET NORTH OF MILEPOST 36, 200 FEET WEST OF A RAILROAD CROSSING, 70
 DV0999'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 65 FEET NORTH OF THE
 DV0999'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 25 1933 AND SET
 DV0999'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0301 ***********************************************************************
 GR0301  DESIGNATION -  L 253
 GR0301  PID         -  GR0301
 GR0301  STATE/COUNTY-  AZ/MOHAVE
 GR0301  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0301
 GR0301                         *CURRENT SURVEY CONTROL
 GR0301  ___________________________________________________________________
 GR0301* NAD 83(1986)-  36 00 43.     (N)    114 07 35.     (W)     SCALED    
 GR0301* NAVD 88     -       363.215  (meters)    1191.65   (feet)  POSTED    
 GR0301  ___________________________________________________________________
 GR0301  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GR0301  DYNAMIC HT  -         362.850 (meters)    1190.45  (feet)  COMP
 GR0301  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 GR0301
 GR0301  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0301
 GR0301.The horizontal coordinates were scaled from a topographic map and have
 GR0301.an estimated accuracy of +/- 6 seconds.
 GR0301
 GR0301.The orthometric height was determined by differential leveling
 GR0301.and adjusted by the  in 1992.
 GR0301.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0301.was located on a no-check spur therefore a value was not computed.
 GR0301.No vertical observational check was made to the station.
 GR0301
 GR0301.The geoid height was determined by GEOID03.
 GR0301
 GR0301.The dynamic height is computed by dividing the NAVD 88
 GR0301.geopotential number by the normal gravity value computed on the
 GR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0301.degrees latitude (g = 980.6199 gals.).
 GR0301
 GR0301.The modeled gravity was interpolated from observed gravity values.
 GR0301
 GR0301;                    North         East    Units  Estimated Accuracy
 GR0301;SPC AZ W     -   555,920.      179,430.      MT  (+/- 180 meters Scaled)
 GR0301
 GR0301                          SUPERSEDED SURVEY CONTROL
 GR0301
 GR0301  NGVD 29 (??/??/92)  362.590  (m)         1189.60   (f) ADJ UNCH    1 1
 GR0301
 GR0301.Superseded values are not recommended for survey control.
 GR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0301.See file dsdata.txt to determine how the superseded data were derived.
 GR0301
 GR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV589890(NAD 83)
 GR0301_MARKER: DB = BENCH MARK DISK
 GR0301_SETTING: 80 = SET IN A BOULDER
 GR0301_SP_SET: BOULDER
 GR0301_STAMPING: L 253 1940
 GR0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0301+STABILITY: SURFACE MOTION
 GR0301
 GR0301  HISTORY     - Date     Condition        Report By
 GR0301  HISTORY     - 1940     MONUMENTED       CGS
 GR0301  HISTORY     - 1950     GOOD             NGS
 GR0301  HISTORY     - 1964     MARK NOT FOUND   NGS
 GR0301
 GR0301                          STATION DESCRIPTION
 GR0301
 GR0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0301'0.1 MI S FROM MOUTH OF HUALPAI WASH.
 GR0301'0.1 MILE SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI WASH
 GR0301'ON THE SOUTH SHORE OF LAKE MEAD, IN THE TOP OF A LARGE SLOPING BOULDER
 GR0301'ON THE WEST SIDE OF HUALPAI WASH, 27 FEET WEST OF THE CENTER LINE OF
 GR0301'THE ROAD, 20 FEET EAST OF THE WEST BANK OF THE WASH, ABOUT 2 FEET
 GR0301'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0301'NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK WITH NEGATIVE RESULTS.
 GR0301'MARK MAY HAVE BEEN WASHED AWAY OR BURIED.
 GR0301
 GR0301                          STATION RECOVERY (1964)
 GR0301
 GR0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GR0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0368 ***********************************************************************
 FS0368  DESIGNATION -  L 254
 FS0368  PID         -  FS0368
 FS0368  STATE/COUNTY-  AZ/MOHAVE
 FS0368  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0368
 FS0368                         *CURRENT SURVEY CONTROL
 FS0368  ___________________________________________________________________
 FS0368* NAD 83(1986)-  35 34 43.     (N)    114 17 30.     (W)     SCALED    
 FS0368* NAVD 88     -       985.915  (meters)    3234.62   (feet)  POSTED    
 FS0368  ___________________________________________________________________
 FS0368  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FS0368  DYNAMIC HT  -         984.790 (meters)    3230.93  (feet)  COMP
 FS0368  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 FS0368
 FS0368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0368
 FS0368.The horizontal coordinates were scaled from a topographic map and have
 FS0368.an estimated accuracy of +/- 6 seconds.
 FS0368
 FS0368.The orthometric height was determined by differential leveling
 FS0368.and adjusted by the  in 1992.
 FS0368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0368.rate of 0.0 thru 1.0 mm/km.
 FS0368
 FS0368.The geoid height was determined by GEOID03.
 FS0368
 FS0368.The dynamic height is computed by dividing the NAVD 88
 FS0368.geopotential number by the normal gravity value computed on the
 FS0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0368.degrees latitude (g = 980.6199 gals.).
 FS0368
 FS0368.The modeled gravity was interpolated from observed gravity values.
 FS0368
 FS0368;                    North         East    Units  Estimated Accuracy
 FS0368;SPC AZ W     -   507,910.      164,270.      MT  (+/- 180 meters Scaled)
 FS0368
 FS0368                          SUPERSEDED SURVEY CONTROL
 FS0368
 FS0368  NGVD 29 (??/??/92)  985.138  (m)         3232.07   (f) ADJ UNCH    1 1
 FS0368
 FS0368.Superseded values are not recommended for survey control.
 FS0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0368.See file dsdata.txt to determine how the superseded data were derived.
 FS0368
 FS0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV454405(NAD 83)
 FS0368_MARKER: DB = BENCH MARK DISK
 FS0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0368_STAMPING: L 254 1941
 FS0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0368+STABILITY: SURFACE MOTION
 FS0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0368+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 FS0368
 FS0368  HISTORY     - Date     Condition        Report By
 FS0368  HISTORY     - 1941     MONUMENTED       CGS
 FS0368  HISTORY     - 1950     GOOD             NGS
 FS0368  HISTORY     - 1978     GOOD             LOCSUR
 FS0368  HISTORY     - 19870112 GOOD             USPSQD
 FS0368  HISTORY     - 20051011 GOOD             NGS
 FS0368
 FS0368                          STATION DESCRIPTION
 FS0368
 FS0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0368'15.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0368'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0368'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 4.8 MILES
 FS0368'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.2 MILE
 FS0368'SOUTHWEST OF A ROUND CONCRETE WATER TROUGH, ABOUT 100 YARDS WEST
 FS0368'OF THE CENTER OF THE JUNCTION OF THE OLD ROAD, 104 FEET NORTHWEST
 FS0368'OF THE CENTER LINE OF THE NEW ROAD, 85.0 FEET SOUTHEAST OF A
 FS0368'FENCE, 67 FEET NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 4.4
 FS0368'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FS0368'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 FS0368'GROUND.
 FS0368
 FS0368                          STATION RECOVERY (1978)
 FS0368
 FS0368'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0368'RECOVERED IN GOOD CONDITION.
 FS0368
 FS0368                          STATION RECOVERY (1987)
 FS0368
 FS0368'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0368'RECOVERED IN GOOD CONDITION.
 FS0368
 FS0368                          STATION RECOVERY (2005)
 FS0368
 FS0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0368'PIERCES FERRY ROAD HAS BEEN PAVED AND STRAIGHTENED.  STATION IS 4.7 MI
 FS0368'NE ALONG NEW ROAD FROM US 93, IN NW CORNER OF ROAD AND HAVASU ROAD.
 FS0368'IT IS ABOUT 25 YARDS W OF HAVASU RD. AND ABOUT 27 YARDS NW OF PIERCES
 FS0368'FERRY ROAD.  WITNESS POST IS TRIANGULAR CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0550 ***********************************************************************
 ET0550  DESIGNATION -  L 255
 ET0550  PID         -  ET0550
 ET0550  STATE/COUNTY-  AZ/YAVAPAI
 ET0550  USGS QUAD   -  SIMMONS (1979)
 ET0550
 ET0550                         *CURRENT SURVEY CONTROL
 ET0550  ___________________________________________________________________
 ET0550* NAD 83(1986)-  34 51 48.     (N)    112 39 56.     (W)     SCALED    
 ET0550* NAVD 88     -      1411.047  (meters)    4629.41   (feet)  POSTED    
 ET0550  ___________________________________________________________________
 ET0550  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 ET0550  DYNAMIC HT  -        1409.200 (meters)    4623.35  (feet)  COMP
 ET0550  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 ET0550
 ET0550  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0550
 ET0550.The horizontal coordinates were scaled from a topographic map and have
 ET0550.an estimated accuracy of +/- 6 seconds.
 ET0550
 ET0550.The orthometric height was determined by differential leveling
 ET0550.and adjusted in November 2005.
 ET0550.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0550.rate of 0.0 thru 1.0 mm/km.
 ET0550
 ET0550.The geoid height was determined by GEOID03.
 ET0550
 ET0550.The dynamic height is computed by dividing the NAVD 88
 ET0550.geopotential number by the normal gravity value computed on the
 ET0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0550.degrees latitude (g = 980.6199 gals.).
 ET0550
 ET0550.The modeled gravity was interpolated from observed gravity values.
 ET0550
 ET0550;                    North         East    Units  Estimated Accuracy
 ET0550;SPC AZ C     -   428,670.      144,890.      MT  (+/- 180 meters Scaled)
 ET0550
 ET0550                          SUPERSEDED SURVEY CONTROL
 ET0550
 ET0550  NGVD 29 (??/??/92) 1410.240  (m)         4626.76   (f) ADJ UNCH    2 0
 ET0550
 ET0550.Superseded values are not recommended for survey control.
 ET0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0550.See file dsdata.txt to determine how the superseded data were derived.
 ET0550
 ET0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD477591(NAD 83)
 ET0550_MARKER: DB = BENCH MARK DISK
 ET0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0550_STAMPING: L 255 1941
 ET0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0550+STABILITY: SURFACE MOTION
 ET0550
 ET0550  HISTORY     - Date     Condition        Report By
 ET0550  HISTORY     - 1941     MONUMENTED       CGS
 ET0550  HISTORY     - 1974     GOOD             USGS
 ET0550
 ET0550                          STATION DESCRIPTION
 ET0550
 ET0550'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0550'4.1 MI NW FROM SIMMONS.
 ET0550'4.1 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0550'VALLEY WASH AT SIMMONS, TO ROAD JUNNCTION AND CATTLE GUARD.  69 FT NW
 ET0550'OF CATTLE GUARD, 40 FT SW (NORMAL) OF CENTER LINE OF THE ROAD, 1.3 FT
 ET0550'NE OF A RIGHT-OF-WAY FENCE, AND ABOUT 0.6 FT HIGHER THAN THE ROAD.  A
 ET0550'STANDARD USC AND GS DISK STAMPED L 255 1941 AND SET IN THE TOP OF A
 ET0550'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0572 ***********************************************************************
 ET0572  DESIGNATION -  L 256
 ET0572  PID         -  ET0572
 ET0572  STATE/COUNTY-  AZ/YAVAPAI
 ET0572  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0572
 ET0572                         *CURRENT SURVEY CONTROL
 ET0572  ___________________________________________________________________
 ET0572* NAD 83(1986)-  34 54 16.     (N)    112 42 35.     (W)     SCALED    
 ET0572* NAVD 88     -      1440.28   (+/-2cm)    4725.3    (feet)  VERTCON   
 ET0572  ___________________________________________________________________
 ET0572  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 ET0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0572
 ET0572.The horizontal coordinates were scaled from a topographic map and have
 ET0572.an estimated accuracy of +/- 6 seconds.
 ET0572
 ET0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0572.The vertical order pertains to the NGVD 29 superseded value.
 ET0572
 ET0572.The geoid height was determined by GEOID03.
 ET0572
 ET0572;                    North         East    Units  Estimated Accuracy
 ET0572;SPC AZ C     -   433,260.      140,890.      MT  (+/- 180 meters Scaled)
 ET0572
 ET0572                          SUPERSEDED SURVEY CONTROL
 ET0572
 ET0572  NGVD 29 (??/??/92) 1439.404  (m)         4722.44   (f) ADJ UNCH    2 0
 ET0572
 ET0572.Superseded values are not recommended for survey control.
 ET0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0572.See file dsdata.txt to determine how the superseded data were derived.
 ET0572
 ET0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD437637(NAD 83)
 ET0572_MARKER: DB = BENCH MARK DISK
 ET0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0572_SP_SET: BRIDGE
 ET0572_STAMPING: L 256 1941
 ET0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0572+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0572
 ET0572  HISTORY     - Date     Condition        Report By
 ET0572  HISTORY     - 1941     MONUMENTED       CGS
 ET0572  HISTORY     - 20080531 MARK NOT FOUND   GEOCAC
 ET0572  HISTORY     - 20080823 GOOD             GEOCAC
 ET0572
 ET0572                          STATION DESCRIPTION
 ET0572
 ET0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0572'8.1 MI NW FROM SIMMONS.
 ET0572'8.1 MILES NORTHWEST ALONG A COUNTY ROAD FROM THE CONCRETE BRIDGE OVER
 ET0572'HITT WASH AT SIMMONS, 4.0 MILES NORTHWEST OF THE INTERSECTION OF THE
 ET0572'ROAD LEADING TO PAULDEN, 0.7 MILE WEST OF THE PRESCOTT NATIONAL FOREST
 ET0572'BOUNDARY SIGNPOST, 0.1 MILE WEST OF THE INTERSECTION OF A ROAD LEADING
 ET0572'SOUTH TO INDIAN SPRINGS, AT A BRIDGE OVER A WASH, IN THE TOP OF THE
 ET0572'NORTHWEST CONCRETE WING WALL, 14 FEET NORTH OF THE CENTER LINE OF THE
 ET0572'ROAD, 2.2 FEET NORTH OF THE WEST IRON GUARDRAIL POST AND ABOUT LEVEL
 ET0572'WITH THE ROAD.
 ET0572
 ET0572                          STATION RECOVERY (2008)
 ET0572
 ET0572'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0572'MARK NOT FOUND.
 ET0572
 ET0572                          STATION RECOVERY (2008)
 ET0572
 ET0572'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0276 ***********************************************************************
 FR0276  DESIGNATION -  L 257
 FR0276  PID         -  FR0276
 FR0276  STATE/COUNTY-  AZ/YAVAPAI
 FR0276  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0276
 FR0276                         *CURRENT SURVEY CONTROL
 FR0276  ___________________________________________________________________
 FR0276* NAD 83(1986)-  35 03 07.     (N)    112 50 03.     (W)     SCALED    
 FR0276* NAVD 88     -      1633.35   (+/-2cm)    5358.7    (feet)  VERTCON   
 FR0276  ___________________________________________________________________
 FR0276  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FR0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0276
 FR0276.The horizontal coordinates were scaled from a topographic map and have
 FR0276.an estimated accuracy of +/- 6 seconds.
 FR0276
 FR0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0276.The vertical order pertains to the NGVD 29 superseded value.
 FR0276
 FR0276.The geoid height was determined by GEOID03.
 FR0276
 FR0276;                    North         East    Units  Estimated Accuracy
 FR0276;SPC AZ C     -   449,720.      129,660.      MT  (+/- 180 meters Scaled)
 FR0276
 FR0276                          SUPERSEDED SURVEY CONTROL
 FR0276
 FR0276  NGVD 29 (??/??/92) 1632.402  (m)         5355.64   (f) ADJ UNCH    2 0
 FR0276
 FR0276.Superseded values are not recommended for survey control.
 FR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0276.See file dsdata.txt to determine how the superseded data were derived.
 FR0276
 FR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD327803(NAD 83)
 FR0276_MARKER: DB = BENCH MARK DISK
 FR0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0276_STAMPING: L 257 1941
 FR0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0276+STABILITY: SURFACE MOTION
 FR0276
 FR0276  HISTORY     - Date     Condition        Report By
 FR0276  HISTORY     - 1941     MONUMENTED       CGS
 FR0276
 FR0276                          STATION DESCRIPTION
 FR0276
 FR0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0276'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0276'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0276'YAVAPAI COUNTY, THENCE ABOUT 9.5 MILES NORTH ALONG THE ROAD LEADING TO
 FR0276'SELIGMAN, ABOUT 1.4 MILES NORTH OF THE CROSSING OF A WASH, ABOUT 1.3
 FR0276'MILES NORTH OF THE INTERSECTION OF A RANCH ROAD LEADING EAST, 51 FEET
 FR0276'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WOODEN WITNESS
 FR0276'POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED L 257
 FR0276'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT
 FR0276'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0214 ***********************************************************************
 DV0214  DESIGNATION -  L 258
 DV0214  PID         -  DV0214
 DV0214  STATE/COUNTY-  AZ/MARICOPA
 DV0214  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0214
 DV0214                         *CURRENT SURVEY CONTROL
 DV0214  ___________________________________________________________________
 DV0214* NAD 83(1986)-  33 37 30.     (N)    112 11 07.     (W)     SCALED    
 DV0214* NAVD 88     -       376.30   (+/-2cm)    1234.6    (feet)  VERTCON   
 DV0214  ___________________________________________________________________
 DV0214  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0214  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0214
 DV0214.The horizontal coordinates were scaled from a topographic map and have
 DV0214.an estimated accuracy of +/- 6 seconds.
 DV0214
 DV0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0214.The vertical order pertains to the NGVD 29 superseded value.
 DV0214
 DV0214.The geoid height was determined by GEOID03.
 DV0214
 DV0214;                    North         East    Units  Estimated Accuracy
 DV0214;SPC AZ C     -   291,100.      188,440.      MT  (+/- 180 meters Scaled)
 DV0214
 DV0214                          SUPERSEDED SURVEY CONTROL
 DV0214
 DV0214  NGVD 29 (??/??/92)  375.750  (m)         1232.77   (f) ADJ UNCH    1 2
 DV0214
 DV0214.Superseded values are not recommended for survey control.
 DV0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0214.See file dsdata.txt to determine how the superseded data were derived.
 DV0214
 DV0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900212(NAD 83)
 DV0214_MARKER: DB = BENCH MARK DISK
 DV0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0214_STAMPING: L 258 1945
 DV0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0214+STABILITY: SURFACE MOTION
 DV0214
 DV0214  HISTORY     - Date     Condition        Report By
 DV0214  HISTORY     - 1945     MONUMENTED       CGS
 DV0214  HISTORY     - 1975     GOOD             NGS
 DV0214  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV0214
 DV0214                          STATION DESCRIPTION
 DV0214
 DV0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0214'IN THUNDERBIRD NO 1 AIRPORT.
 DV0214'AT THE THUNDERBIRD NO. 1 AIRPORT, NEAR THE MAIN GATE, ABOUT 125 FEET
 DV0214'NORTHWEST OF THE MAIN GATE, SET ALONG THE SOUTH HEDGE ROW AND AT THE
 DV0214'SOUTHEAST CORNER OF THE SQUARE PARK, 19 FEET WEST OF ABOUT THE
 DV0214'CENTER-LINE OF THE EAST HEDGE ROW, 3 FEET NORTH OF THE NORTH EDGE OF
 DV0214'THE SOUTH HEDGE ROW, 4.2 FEET EAST OF THE WATER HYDRANT.  A BRONZE
 DV0214'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 DV0214'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 DV0214
 DV0214                          STATION RECOVERY (1975)
 DV0214
 DV0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DV0214'RECOVERED IN GOOD CONDITION.
 DV0214
 DV0214                          STATION RECOVERY (2004)
 DV0214
 DV0214'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0214'NOT FOUND.  AREA REGRADED SUBSTANTIALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0335 ***********************************************************************
 ET0335  DESIGNATION -  L 26
 ET0335  PID         -  ET0335
 ET0335  STATE/COUNTY-  AZ/YAVAPAI
 ET0335  USGS QUAD   -  BISMARCK MESA (1969)
 ET0335
 ET0335                         *CURRENT SURVEY CONTROL
 ET0335  ___________________________________________________________________
 ET0335* NAD 83(1986)-  34 25 03.     (N)    112 49 51.     (W)     SCALED    
 ET0335* NAVD 88     -      1283.543  (meters)    4211.09   (feet)  POSTED    
 ET0335  ___________________________________________________________________
 ET0335  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 ET0335  DYNAMIC HT  -        1281.890 (meters)    4205.67  (feet)  COMP
 ET0335  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 ET0335
 ET0335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0335
 ET0335.The horizontal coordinates were scaled from a topographic map and have
 ET0335.an estimated accuracy of +/- 6 seconds.
 ET0335
 ET0335.The orthometric height was determined by differential leveling
 ET0335.and adjusted in November 2005.
 ET0335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0335.rate of 0.0 thru 1.0 mm/km.
 ET0335
 ET0335.The geoid height was determined by GEOID03.
 ET0335
 ET0335.The dynamic height is computed by dividing the NAVD 88
 ET0335.geopotential number by the normal gravity value computed on the
 ET0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0335.degrees latitude (g = 980.6199 gals.).
 ET0335
 ET0335.The modeled gravity was interpolated from observed gravity values.
 ET0335
 ET0335;                    North         East    Units  Estimated Accuracy
 ET0335;SPC AZ C     -   379,340.      129,330.      MT  (+/- 180 meters Scaled)
 ET0335
 ET0335                          SUPERSEDED SURVEY CONTROL
 ET0335
 ET0335  NGVD 29 (??/??/92) 1282.763  (m)         4208.53   (f) ADJ UNCH    1 2
 ET0335
 ET0335.Superseded values are not recommended for survey control.
 ET0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0335.See file dsdata.txt to determine how the superseded data were derived.
 ET0335
 ET0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD317099(NAD 83)
 ET0335_MARKER: DB = BENCH MARK DISK
 ET0335_SETTING: 80 = SET IN A BOULDER
 ET0335_SP_SET: BOULDER
 ET0335_STAMPING: L 26 1933
 ET0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0335+STABILITY: SURFACE MOTION
 ET0335
 ET0335  HISTORY     - Date     Condition        Report By
 ET0335  HISTORY     - 1933     MONUMENTED       CGS
 ET0335  HISTORY     - 1950     GOOD             NGS
 ET0335
 ET0335                          STATION DESCRIPTION
 ET0335
 ET0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0335'5.6 MI E FROM HILLSIDE.
 ET0335'5.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0335'THE STATION AT HILLSIDE, 10 1/2 RAILS NORTHEAST OF MILEPOLE 96, AT THE
 ET0335'WEST END OF GRAND VIEW SIDING, IN THE TOP OF A BLACK BOULDER
 ET0335'PROJECTING 1 FOOT ABOVE GROUND, 47 1/2 FEET EAST OF A HAND SWITH, 32.5
 ET0335'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET HIGHER THAN THE
 ET0335'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0016 ***********************************************************************
 FR0016  DESIGNATION -  L 262
 FR0016  PID         -  FR0016
 FR0016  STATE/COUNTY-  AZ/COCONINO
 FR0016  USGS QUAD   -  VALLE TANK (1989)
 FR0016
 FR0016                         *CURRENT SURVEY CONTROL
 FR0016  ___________________________________________________________________
 FR0016* NAD 83(1986)-  35 38 36.     (N)    112 08 29.     (W)     SCALED    
 FR0016* NAVD 88     -      1828.547  (meters)    5999.16   (feet)  POSTED    
 FR0016  ___________________________________________________________________
 FR0016  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FR0016  DYNAMIC HT  -        1826.120 (meters)    5991.20  (feet)  COMP
 FR0016  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 FR0016
 FR0016  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0016
 FR0016.The horizontal coordinates were scaled from a topographic map and have
 FR0016.an estimated accuracy of +/- 6 seconds.
 FR0016
 FR0016.The orthometric height was determined by differential leveling
 FR0016.and adjusted by the  in 1992.
 FR0016.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0016.was located on a no-check spur therefore a value was not computed.
 FR0016.No vertical observational check was made to the station.
 FR0016
 FR0016.The geoid height was determined by GEOID03.
 FR0016
 FR0016.The dynamic height is computed by dividing the NAVD 88
 FR0016.geopotential number by the normal gravity value computed on the
 FR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0016.degrees latitude (g = 980.6199 gals.).
 FR0016
 FR0016.The modeled gravity was interpolated from observed gravity values.
 FR0016
 FR0016;                    North         East    Units  Estimated Accuracy
 FR0016;SPC AZ C     -   514,970.      193,010.      MT  (+/- 180 meters Scaled)
 FR0016
 FR0016                          SUPERSEDED SURVEY CONTROL
 FR0016
 FR0016  NGVD 29 (??/??/92) 1827.667  (m)         5996.27   (f) ADJ UNCH    2 0
 FR0016
 FR0016.Superseded values are not recommended for survey control.
 FR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0016.See file dsdata.txt to determine how the superseded data were derived.
 FR0016
 FR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE966449(NAD 83)
 FR0016_MARKER: DB = BENCH MARK DISK
 FR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0016_STAMPING: L 262 1945
 FR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0016+STABILITY: SURFACE MOTION
 FR0016
 FR0016  HISTORY     - Date     Condition        Report By
 FR0016  HISTORY     - 1945     MONUMENTED       CGS
 FR0016  HISTORY     - 1976     GOOD             NGS
 FR0016  HISTORY     - 20000622 GOOD             AZDT
 FR0016
 FR0016                          STATION DESCRIPTION
 FR0016
 FR0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FR0016'IN VALLE AIRPORT.
 FR0016'AT VALLE AIRPORT, COCONINO COUNTY, ABOUT 0.5 MILE SOUTH OF THE AIRWAY
 FR0016'BEACON, AT THE SOUTHEAST CORNER OF THE FIELD AT THE JUNCTION OF STATE
 FR0016'HIGHWAY 64 AND THE COUNTY ROAD LEADING WEST TO VALLE, ABOUT 103 FEET
 FR0016'WEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER
 FR0016'LINE OF THE ROAD TO VALLE, 2 FEET EAST OF A FENCE CORNER, AND 2 FEET
 FR0016'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 262
 FR0016'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 FR0016'ABOVE GROUND.
 FR0016
 FR0016                          STATION RECOVERY (1976)
 FR0016
 FR0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FR0016'RECOVERED IN GOOD CONDITION.
 FR0016
 FR0016                          STATION RECOVERY (2000)
 FR0016
 FR0016'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0715 ***********************************************************************
 DV0715  DESIGNATION -  L 264
 DV0715  PID         -  DV0715
 DV0715  STATE/COUNTY-  AZ/MARICOPA
 DV0715  USGS QUAD   -  VALENCIA (1982)
 DV0715
 DV0715                         *CURRENT SURVEY CONTROL
 DV0715  ___________________________________________________________________
 DV0715* NAD 83(1986)-  33 26 08.     (N)    112 35 29.     (W)     SCALED    
 DV0715* NAVD 88     -       333.824  (meters)    1095.22   (feet)  ADJUSTED  
 DV0715  ___________________________________________________________________
 DV0715  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DV0715  DYNAMIC HT  -         333.442 (meters)    1093.97  (feet)  COMP
 DV0715  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 DV0715
 DV0715  VERT ORDER  -  FIRST     CLASS II
 DV0715
 DV0715.The horizontal coordinates were scaled from a topographic map and have
 DV0715.an estimated accuracy of +/- 6 seconds.
 DV0715
 DV0715.The orthometric height was determined by differential leveling
 DV0715.and adjusted in June 1991.
 DV0715
 DV0715.The geoid height was determined by GEOID03.
 DV0715
 DV0715.The dynamic height is computed by dividing the NAVD 88
 DV0715.geopotential number by the normal gravity value computed on the
 DV0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0715.degrees latitude (g = 980.6199 gals.).
 DV0715
 DV0715.The modeled gravity was interpolated from observed gravity values.
 DV0715
 DV0715;                    North         East    Units  Estimated Accuracy
 DV0715;SPC AZ C     -   270,260.      150,620.      MT  (+/- 180 meters Scaled)
 DV0715
 DV0715                          SUPERSEDED SURVEY CONTROL
 DV0715
 DV0715  NGVD 29 (??/??/92)  333.179  (m)         1093.10   (f) ADJ UNCH    1 2
 DV0715
 DV0715.Superseded values are not recommended for survey control.
 DV0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0715.See file dsdata.txt to determine how the superseded data were derived.
 DV0715
 DV0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC520007(NAD 83)
 DV0715_MARKER: DB = BENCH MARK DISK
 DV0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0715_STAMPING: L 264 1947
 DV0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0715+STABILITY: SURFACE MOTION
 DV0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0715+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DV0715
 DV0715  HISTORY     - Date     Condition        Report By
 DV0715  HISTORY     - 1947     MONUMENTED       CGS
 DV0715  HISTORY     - 1967     GOOD             NGS
 DV0715  HISTORY     - 1981     GOOD             NGS
 DV0715  HISTORY     - 20010418 GOOD             MCDOT
 DV0715  HISTORY     - 20061011 GOOD             GEOCAC
 DV0715  HISTORY     - 20071130 GOOD             GEOCAC
 DV0715
 DV0715                          STATION DESCRIPTION
 DV0715
 DV0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0715'4.1 MI NW FROM BUCKEYE.
 DV0715'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0715'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, IN S 7, T 1 N, R 3
 DV0715'W, 0.15 MILE SOUTHEAST OF AN ELECTRICAL SUBSTATION, 52 FEET NORTHWEST
 DV0715'OF THE CENTER OF THE INTERSECTION OF MILLER ROAD AND YUMA ROAD, 66 1/2
 DV0715'FEET WEST AND ACROSS MILLER ROAD FROM POWER POLE NUMBER 18-11, 42 FEET
 DV0715'WEST OF THE CENTER LINE OF MILLER ROAD, 30 FEET NORTH OF THE CENTER
 DV0715'LINE OF YUMA ROAD, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1
 DV0715'1/2 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 DV0715'CONCRETE POST PROJECTING 4 INCHES.
 DV0715
 DV0715                          STATION RECOVERY (1981)
 DV0715
 DV0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0715'RECOVERED IN GOOD CONDITION.
 DV0715
 DV0715                          STATION RECOVERY (2001)
 DV0715
 DV0715'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0715'FROM WB I-10 EXIT RAMP .05 MILES N TO NW CORNER OF MILLER RD. +
 DV0715'TONOPAH-SALOME HWY
 DV0715'USC+G BC SET IN CONC. PEDESTAL W/ METAL SURVEY MARKER SIGN
 DV0715' 
 DV0715' 
 DV0715' 
 DV0715' 
 DV0715' 
 DV0715' 
 DV0715
 DV0715                          STATION RECOVERY (2006)
 DV0715
 DV0715'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0715'RECOVERED IN GOOD CONDITION.
 DV0715
 DV0715                          STATION RECOVERY (2007)
 DV0715
 DV0715'RECOVERY NOTE BY GEOCACHING 2007
 DV0715'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0103 ***********************************************************************
 DV0103  DESIGNATION -  L 265
 DV0103  PID         -  DV0103
 DV0103  STATE/COUNTY-  AZ/MARICOPA
 DV0103  USGS QUAD   -  WADDELL (1975)
 DV0103
 DV0103                         *CURRENT SURVEY CONTROL
 DV0103  ___________________________________________________________________
 DV0103* NAD 83(1986)-  33 34 48.     (N)    112 28 12.     (W)     SCALED    
 DV0103* NAVD 88     -       397.660  (meters)    1304.66   (feet)  ADJUSTED  
 DV0103  ___________________________________________________________________
 DV0103  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0103  DYNAMIC HT  -         397.200 (meters)    1303.15  (feet)  COMP
 DV0103  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 DV0103
 DV0103  VERT ORDER  -  FIRST     CLASS II
 DV0103
 DV0103.The horizontal coordinates were scaled from a topographic map and have
 DV0103.an estimated accuracy of +/- 6 seconds.
 DV0103
 DV0103.The orthometric height was determined by differential leveling
 DV0103.and adjusted in June 1991.
 DV0103
 DV0103.The geoid height was determined by GEOID03.
 DV0103
 DV0103.The dynamic height is computed by dividing the NAVD 88
 DV0103.geopotential number by the normal gravity value computed on the
 DV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0103.degrees latitude (g = 980.6199 gals.).
 DV0103
 DV0103.The modeled gravity was interpolated from observed gravity values.
 DV0103
 DV0103;                    North         East    Units  Estimated Accuracy
 DV0103;SPC AZ C     -   286,210.      162,000.      MT  (+/- 180 meters Scaled)
 DV0103
 DV0103                          SUPERSEDED SURVEY CONTROL
 DV0103
 DV0103  NGVD 29 (??/??/92)  397.796  (m)         1305.10   (f) ADJ UNCH    1 2
 DV0103
 DV0103.Superseded values are not recommended for survey control.
 DV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0103.See file dsdata.txt to determine how the superseded data were derived.
 DV0103
 DV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC635165(NAD 83)
 DV0103_MARKER: DB = BENCH MARK DISK
 DV0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0103_STAMPING: L 265 1948
 DV0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0103+STABILITY: SURFACE MOTION
 DV0103
 DV0103  HISTORY     - Date     Condition        Report By
 DV0103  HISTORY     - 1948     MONUMENTED       CGS
 DV0103  HISTORY     - 1967     GOOD             NGS
 DV0103  HISTORY     - 1981     GOOD             NGS
 DV0103
 DV0103                          STATION DESCRIPTION
 DV0103
 DV0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0103'15.75 MI W FROM EL MIRAGE.
 DV0103'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0103'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 8.75 MILES
 DV0103'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0103'BEARDSLEY CANAL, OR ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST
 DV0103'OFFICE AT GOODYEAR, THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD,
 DV0103'THENCE 0.5 MILE WEST ALONG WEST INDIAN SCHOOL ROAD, THENCE 6.0 MILES
 DV0103'NORTH ALONG CANAL ROAD WHICH PARALLELS THE BEARDSLEY CANAL, IN SECTION
 DV0103'28, T 3 N, R 2 W, AT THE JUNCTION OF CANAL ROAD AND PEORIA AVENUE, 28
 DV0103'FEET EAST OF THE CENTER LINE OF CANAL ROAD, 164 FEET SOUTH OF THE
 DV0103'CENTER LINE OF PEORIA AVENUE, 138 FEET SOUTH OF THE SOUTHEAST CORNER
 DV0103'OF IRRIGATION GATE NUMBER 8, 1.6 FEET EAST OF A METAL WITNESS POST,
 DV0103'ABOUT 1 FOOT BELOW THE LEVEL OF CANAL ROAD, AND SET IN THE TOP OF A
 DV0103'CONCRETE POST WHICH PROJECTS 2 INCHES.
 DV0103
 DV0103                          STATION RECOVERY (1981)
 DV0103
 DV0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0074 ***********************************************************************
 DV0074  DESIGNATION -  L 266
 DV0074  PID         -  DV0074
 DV0074  STATE/COUNTY-  AZ/MARICOPA
 DV0074  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0074
 DV0074                         *CURRENT SURVEY CONTROL
 DV0074  ___________________________________________________________________
 DV0074* NAD 83(1986)-  33 43 49.     (N)    112 17 26.     (W)     SCALED    
 DV0074* NAVD 88     -       390.059  (meters)    1279.72   (feet)  ADJUSTED  
 DV0074  ___________________________________________________________________
 DV0074  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV0074  DYNAMIC HT  -         389.609 (meters)    1278.24  (feet)  COMP
 DV0074  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DV0074
 DV0074  VERT ORDER  -  FIRST     CLASS II
 DV0074
 DV0074.The horizontal coordinates were scaled from a topographic map and have
 DV0074.an estimated accuracy of +/- 6 seconds.
 DV0074
 DV0074.The orthometric height was determined by differential leveling
 DV0074.and adjusted in June 1991.
 DV0074
 DV0074.The geoid height was determined by GEOID03.
 DV0074
 DV0074.The dynamic height is computed by dividing the NAVD 88
 DV0074.geopotential number by the normal gravity value computed on the
 DV0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0074.degrees latitude (g = 980.6199 gals.).
 DV0074
 DV0074.The modeled gravity was interpolated from observed gravity values.
 DV0074
 DV0074;                    North         East    Units  Estimated Accuracy
 DV0074;SPC AZ C     -   302,800.      178,710.      MT  (+/- 180 meters Scaled)
 DV0074
 DV0074                          SUPERSEDED SURVEY CONTROL
 DV0074
 DV0074  NGVD 29 (??/??/92)  389.430  (m)         1277.65   (f) ADJ UNCH    1 2
 DV0074
 DV0074.Superseded values are not recommended for survey control.
 DV0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0074.See file dsdata.txt to determine how the superseded data were derived.
 DV0074
 DV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC804329(NAD 83)
 DV0074_MARKER: DB = BENCH MARK DISK
 DV0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0074_STAMPING: L 266 1948
 DV0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0074+STABILITY: SURFACE MOTION
 DV0074
 DV0074  HISTORY     - Date     Condition        Report By
 DV0074  HISTORY     - 1948     MONUMENTED       CGS
 DV0074  HISTORY     - 1967     GOOD             NGS
 DV0074  HISTORY     - 1981     GOOD             NGS
 DV0074
 DV0074                          STATION DESCRIPTION
 DV0074
 DV0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0074'9.05 MI N FROM SUN CITY.
 DV0074'ABOUT 6.25 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0074'CITY, THENCE 2.45 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.35 MILE
 DV0074'NORTHWEST ALONG A GRAVELED ROAD, OR ABOUT 7.0 MILES NORTHWEST ALONG
 DV0074'U.S. HIGHWAYS 60, 70 AND 89 AND STATE HIGHWAY 93 FROM THE POST OFFICE
 DV0074'AT EL MIRAGE, THENCE 7.55 MILES NORTHEAST ALONG CANAL ROAD WHICH
 DV0074'PARALLELS THE SOUTHEAST SIDE OF THE BEARDSLEY CANAL, THENCE 0.5 MILE
 DV0074'EAST ALONG A PRIVATE TRAIL ROAD, THENCE 0.35 MILE SOUTHEAST ALONG A
 DV0074'GRAVELED ROAD, IN SECTION 32, T 5 N, R 1 E, AT A JUNCTION OF THE
 DV0074'GRAVELED ROAD AND A GRAVELED ROAD WHICH LEADS NORTH, ON A GRAVEL BENCH
 DV0074'ON THE NORTHWEST BANK OF THE AGUA FRIA RIVER, 46 FEET NORTHEAST OF THE
 DV0074'CENTER LINE OF THE ROAD WHICH LEADS TO THE CANAL, 38 FEET NORTHWEST OF
 DV0074'THE MOST SOUTHWESTERLY OF 2 POWER POLES, 1.8 FEET SOUTHEAST OF A METAL
 DV0074'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DV0074'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 DV0074
 DV0074                          STATION RECOVERY (1981)
 DV0074
 DV0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1092 ***********************************************************************
 DU1092  DESIGNATION -  L 268
 DU1092  PID         -  DU1092
 DU1092  STATE/COUNTY-  AZ/MARICOPA
 DU1092  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1092
 DU1092                         *CURRENT SURVEY CONTROL
 DU1092  ___________________________________________________________________
 DU1092* NAD 83(1986)-  33 31 52.     (N)    111 54 57.     (W)     SCALED    
 DU1092* NAVD 88     -       390.33   (+/-2cm)    1280.6    (feet)  VERTCON   
 DU1092  ___________________________________________________________________
 DU1092  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1092  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1092
 DU1092.The horizontal coordinates were scaled from a topographic map and have
 DU1092.an estimated accuracy of +/- 6 seconds.
 DU1092
 DU1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1092.The vertical order pertains to the NGVD 29 superseded value.
 DU1092
 DU1092.The geoid height was determined by GEOID03.
 DU1092
 DU1092;                    North         East    Units  Estimated Accuracy
 DU1092;SPC AZ C     -   280,650.      213,440.      MT  (+/- 180 meters Scaled)
 DU1092
 DU1092                          SUPERSEDED SURVEY CONTROL
 DU1092
 DU1092  NGVD 29 (??/??/92)  389.815  (m)         1278.92   (f) ADJ UNCH    1 2
 DU1092
 DU1092.Superseded values are not recommended for survey control.
 DU1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1092.See file dsdata.txt to determine how the superseded data were derived.
 DU1092
 DU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC149105(NAD 83)
 DU1092_MARKER: DB = BENCH MARK DISK
 DU1092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1092_SP_SET: STRUCTURE
 DU1092_STAMPING: L 268 1948
 DU1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1092
 DU1092  HISTORY     - Date     Condition        Report By
 DU1092  HISTORY     - 1948     MONUMENTED       CGS
 DU1092  HISTORY     - 1967     GOOD             NGS
 DU1092  HISTORY     - 1971     GOOD             NGS
 DU1092  HISTORY     - 1981     GOOD             NGS
 DU1092  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1092  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU1092
 DU1092                          STATION DESCRIPTION
 DU1092
 DU1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1092'3.6 MI NE FROM SCOTTSDALE.
 DU1092'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1092'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 0.5
 DU1092'MILE NORTH ALONG A DIRT ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DU1092'ARIZONA CANAL, 134 YARDS EAST AND ACROSS THE CANAL FROM THE
 DU1092'INTERSECTION OF MILLER ROAD AND LINCOLN DRIVE, 22 FEET WEST OF THE
 DU1092'CENTER LINE OF THE DIRT ROAD ALONG THE CANAL, SET IN THE TOP OF THE
 DU1092'NORTHWEST CORNER OF A CONCRETE STRUCTURE SUPPORTING A FLOODGATE, 13
 DU1092'FEET NORTH OF THE CENTER LINE OF AN ABANDONED WOODEN BRIDGE OVER THE
 DU1092'CANAL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD ALONG THE
 DU1092'CANAL.  IN SECTION 11, T 2 N, R 5 E.
 DU1092
 DU1092                          STATION RECOVERY (1971)
 DU1092
 DU1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU1092'RECOVERED IN GOOD CONDITION.
 DU1092
 DU1092                          STATION RECOVERY (1981)
 DU1092
 DU1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1092'RECOVERED IN GOOD CONDITION.
 DU1092
 DU1092                          STATION RECOVERY (1998)
 DU1092
 DU1092'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1092'MARK NOT FOUND.
 DU1092
 DU1092                          STATION RECOVERY (2006)
 DU1092
 DU1092'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1092'NO BRIDGE AND NO FLOODGATE HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0647 ***********************************************************************
 DU0647  DESIGNATION -  L 269
 DU0647  PID         -  DU0647
 DU0647  STATE/COUNTY-  AZ/MARICOPA
 DU0647  USGS QUAD   -  BUCKHORN (1982)
 DU0647
 DU0647                         *CURRENT SURVEY CONTROL
 DU0647  ___________________________________________________________________
 DU0647* NAD 83(1986)-  33 27 07.     (N)    111 43 07.     (W)     SCALED    
 DU0647* NAVD 88     -       426.90   (+/-2cm)    1400.6    (feet)  VERTCON   
 DU0647  ___________________________________________________________________
 DU0647  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU0647  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0647
 DU0647.The horizontal coordinates were scaled from a topographic map and have
 DU0647.an estimated accuracy of +/- 6 seconds.
 DU0647
 DU0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0647.The vertical order pertains to the NGVD 29 superseded value.
 DU0647
 DU0647.The geoid height was determined by GEOID03.
 DU0647
 DU0647;                    North         East    Units  Estimated Accuracy
 DU0647;SPC AZ C     -   271,890.      231,770.      MT  (+/- 180 meters Scaled)
 DU0647
 DU0647                          SUPERSEDED SURVEY CONTROL
 DU0647
 DU0647  NGVD 29 (??/??/92)  426.347  (m)         1398.77   (f) ADJ UNCH    1 2
 DU0647
 DU0647.Superseded values are not recommended for survey control.
 DU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0647.See file dsdata.txt to determine how the superseded data were derived.
 DU0647
 DU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC332016(NAD 83)
 DU0647_MARKER: DB = BENCH MARK DISK
 DU0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0647_STAMPING: L 269 1948
 DU0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0647+STABILITY: SURFACE MOTION
 DU0647
 DU0647  HISTORY     - Date     Condition        Report By
 DU0647  HISTORY     - 1948     MONUMENTED       CGS
 DU0647  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0647  HISTORY     - 20071126 MARK NOT FOUND   GEOCAC
 DU0647
 DU0647                          STATION DESCRIPTION
 DU0647
 DU0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0647'12.2 MI NW FROM APACHE JUNCTION.
 DU0647'ABOUT 7.8 MILES WEST ALONG U.S. HIGHWAY 80 FROM APACHE JUNCTION,
 DU0647'THENCE 2.4 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST
 DU0647'ALONG A DIRT ROAD, AT A ROAD CROSSING, ABOUT 0.6 MILE EAST OF THE MAIN
 DU0647'ENTRANCE TO THE FALCON AIRPORT, 36.4 FEET WEST OF THE CENTER LINE OF
 DU0647'THE NORTH-SOUTH ROAD, 24.0 FEET SOUTH OF THE CENTER LINE OF THE
 DU0647'EAST-WEST ROAD, 6.0 FEET EAST OF THE EAST EDGE OF A CONCRETE WALL OF
 DU0647'AN IRRIGATION CANAL, 3.4 FEET SOUTHWEST OF A POWER POLE, 1.9 FEET
 DU0647'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS, SET
 DU0647'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0647
 DU0647                          STATION RECOVERY (1981)
 DU0647
 DU0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0647'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0647
 DU0647                          STATION RECOVERY (2007)
 DU0647
 DU0647'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0647'THE IRRIGATION CANAL HAS BEEN REMOVED, AND THE INTERSECTION HAS
 DU0647'EXPANDED (BOTH ROADS HAVE BEEN WIDENED). ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0062 ***********************************************************************
 ET0062  DESIGNATION -  L 27
 ET0062  PID         -  ET0062
 ET0062  STATE/COUNTY-  AZ/YAVAPAI
 ET0062  USGS QUAD   -  PRESCOTT (1973)
 ET0062
 ET0062                         *CURRENT SURVEY CONTROL
 ET0062  ___________________________________________________________________
 ET0062* NAD 83(1986)-  34 33 17.     (N)    112 27 08.     (W)     SCALED    
 ET0062* NAVD 88     -      1617.410  (meters)    5306.45   (feet)  POSTED    
 ET0062  ___________________________________________________________________
 ET0062  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0062  DYNAMIC HT  -        1615.190 (meters)    5299.17  (feet)  COMP
 ET0062  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 ET0062
 ET0062  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0062
 ET0062.The horizontal coordinates were scaled from a topographic map and have
 ET0062.an estimated accuracy of +/- 6 seconds.
 ET0062
 ET0062.The orthometric height was determined by differential leveling
 ET0062.and adjusted in November 2005.
 ET0062.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0062.rate of 2.1 thru 3.0 mm/km.
 ET0062
 ET0062.The geoid height was determined by GEOID03.
 ET0062
 ET0062.The dynamic height is computed by dividing the NAVD 88
 ET0062.geopotential number by the normal gravity value computed on the
 ET0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0062.degrees latitude (g = 980.6199 gals.).
 ET0062
 ET0062.The modeled gravity was interpolated from observed gravity values.
 ET0062
 ET0062;                    North         East    Units  Estimated Accuracy
 ET0062;SPC AZ C     -   394,310.      164,210.      MT  (+/- 180 meters Scaled)
 ET0062
 ET0062                          SUPERSEDED SURVEY CONTROL
 ET0062
 ET0062  NGVD 29 (??/??/92) 1616.567  (m)         5303.69   (f) ADJ UNCH    1 2
 ET0062
 ET0062.Superseded values are not recommended for survey control.
 ET0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0062.See file dsdata.txt to determine how the superseded data were derived.
 ET0062
 ET0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD667246(NAD 83)
 ET0062_MARKER: DB = BENCH MARK DISK
 ET0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0062_SP_SET: FLAGPOLE BASE
 ET0062_STAMPING: 5303.687 L 27 1933
 ET0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0062+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 ET0062
 ET0062  HISTORY     - Date     Condition        Report By
 ET0062  HISTORY     - 1933     MONUMENTED       CGS
 ET0062  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0062  HISTORY     - 20050423 GOOD             USPSQD
 ET0062
 ET0062                          STATION DESCRIPTION
 ET0062
 ET0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0062'1.0 MI NE FROM PRESCOTT.
 ET0062'AT FORT WHIPPLE, SOUTH OF ADMINISTRATION BUILDING, ON TOP OF CONCRETE
 ET0062'BASE OF FLAGPOLE.
 ET0062
 ET0062                          STATION RECOVERY (1997)
 ET0062
 ET0062'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0062'MARK NOT FOUND.
 ET0062
 ET0062                          STATION RECOVERY (2005)
 ET0062
 ET0062'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0062'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0063 ***********************************************************************
 ET0063  DESIGNATION -  L 27 RESET
 ET0063  PID         -  ET0063
 ET0063  STATE/COUNTY-  AZ/YAVAPAI
 ET0063  USGS QUAD   -  PRESCOTT (1973)
 ET0063
 ET0063                         *CURRENT SURVEY CONTROL
 ET0063  ___________________________________________________________________
 ET0063* NAD 83(1986)-  34 33 17.     (N)    112 27 08.     (W)     SCALED    
 ET0063* NAVD 88     -      1617.78   (+/-2cm)    5307.7    (feet)  VERTCON   
 ET0063  ___________________________________________________________________
 ET0063  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0063  VERT ORDER  -  THIRD (See Below)
 ET0063
 ET0063.The horizontal coordinates were scaled from a topographic map and have
 ET0063.an estimated accuracy of +/- 6 seconds.
 ET0063
 ET0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0063.The vertical order pertains to the NGVD 29 superseded value.
 ET0063
 ET0063.The geoid height was determined by GEOID03.
 ET0063
 ET0063;                    North         East    Units  Estimated Accuracy
 ET0063;SPC AZ C     -   394,310.      164,210.      MT  (+/- 180 meters Scaled)
 ET0063
 ET0063                          SUPERSEDED SURVEY CONTROL
 ET0063
 ET0063  NGVD 29 (??/??/??) 1616.86   (m)         5304.6    (f) RESET       3  
 ET0063
 ET0063.Superseded values are not recommended for survey control.
 ET0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0063.See file dsdata.txt to determine how the superseded data were derived.
 ET0063
 ET0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD667246(NAD 83)
 ET0063_MARKER: DB = BENCH MARK DISK
 ET0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0063_SP_SET: FLAGPOLE BASE
 ET0063_STAMPING: L 27 RESET 1939
 ET0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0063+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 ET0063
 ET0063  HISTORY     - Date     Condition        Report By
 ET0063  HISTORY     - 1939     MONUMENTED       LOCENG
 ET0063  HISTORY     - 1942     GOOD             NGS
 ET0063  HISTORY     - 1960     GOOD             NGS
 ET0063  HISTORY     - 19970628 GOOD             USPSQD
 ET0063  HISTORY     - 20010511 GOOD             NGS
 ET0063  HISTORY     - 20010806 GOOD             NGS
 ET0063  HISTORY     - 20041207 GOOD             NGS
 ET0063  HISTORY     - 20050423 GOOD             USPSQD
 ET0063
 ET0063                          STATION DESCRIPTION
 ET0063
 ET0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 ET0063'1.0 MI NE FROM PRESCOTT.
 ET0063'ABOUT 1 MILE NORTHEAST OF PRESCOTT, YAVAPAI COUNTY, AT FORT WHIPPLE,
 ET0063'AT VETERANS ADMINISTRATION FACILITY BUILDING 107, AT THE  TRAFFIC
 ET0063'CIRCLE NORTH OF THE BUILDING AT THE SOUTH OF A FLAGPOLE BASE, AND IN
 ET0063'THE TOP OF THE SIDEWALK NEAR THE EDGE. A STANDARD DISK, STAMPED
 ET0063'5304.654 L 27 RESET 1939.
 ET0063
 ET0063                          STATION RECOVERY (1960)
 ET0063
 ET0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ET0063'RECOVERED IN GOOD CONDITION.
 ET0063
 ET0063                          STATION RECOVERY (1997)
 ET0063
 ET0063'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0063'RECOVERED IN GOOD CONDITION.
 ET0063
 ET0063                          STATION RECOVERY (2001)
 ET0063
 ET0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0063'RECOVERED IN GOOD CONDITION.
 ET0063
 ET0063                          STATION RECOVERY (2001)
 ET0063
 ET0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0063
 ET0063                          STATION RECOVERY (2004)
 ET0063
 ET0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0063'CONCRETE SIDEWALK HAS A NEW SKIM COATING, BUT MARK IS EXPOSED.
 ET0063
 ET0063                          STATION RECOVERY (2005)
 ET0063
 ET0063'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0063'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0416 ***********************************************************************
 DU0416  DESIGNATION -  L 270
 DU0416  PID         -  DU0416
 DU0416  STATE/COUNTY-  AZ/MARICOPA
 DU0416  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0416
 DU0416                         *CURRENT SURVEY CONTROL
 DU0416  ___________________________________________________________________
 DU0416* NAD 83(1986)-  33 32 19.     (N)    111 16 54.     (W)     SCALED    
 DU0416* NAVD 88     -       711.577  (meters)    2334.57   (feet)  ADJUSTED  
 DU0416  ___________________________________________________________________
 DU0416  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DU0416  DYNAMIC HT  -         710.638 (meters)    2331.48  (feet)  COMP
 DU0416  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 DU0416
 DU0416  VERT ORDER  -  FIRST     CLASS II
 DU0416
 DU0416.The horizontal coordinates were scaled from a topographic map and have
 DU0416.an estimated accuracy of +/- 6 seconds.
 DU0416
 DU0416.The orthometric height was determined by differential leveling
 DU0416.and adjusted in June 1991.
 DU0416
 DU0416.The geoid height was determined by GEOID03.
 DU0416
 DU0416.The dynamic height is computed by dividing the NAVD 88
 DU0416.geopotential number by the normal gravity value computed on the
 DU0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0416.degrees latitude (g = 980.6199 gals.).
 DU0416
 DU0416.The modeled gravity was interpolated from observed gravity values.
 DU0416
 DU0416;                    North         East    Units  Estimated Accuracy
 DU0416;SPC AZ C     -   281,660.      272,330.      MT  (+/- 180 meters Scaled)
 DU0416
 DU0416                          SUPERSEDED SURVEY CONTROL
 DU0416
 DU0416  NGVD 29 (??/??/92)  710.936  (m)         2332.46   (f) ADJ UNCH    1 2
 DU0416
 DU0416.Superseded values are not recommended for survey control.
 DU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0416.See file dsdata.txt to determine how the superseded data were derived.
 DU0416
 DU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC738110(NAD 83)
 DU0416_MARKER: DB = BENCH MARK DISK
 DU0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0416_SP_SET: CULVERT
 DU0416_STAMPING: L 270 1948
 DU0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0416+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0416
 DU0416  HISTORY     - Date     Condition        Report By
 DU0416  HISTORY     - 1948     MONUMENTED       CGS
 DU0416  HISTORY     - 1980     GOOD             NGS
 DU0416  HISTORY     - 20060812 GOOD             GEOCAC
 DU0416  HISTORY     - 20080716 GOOD             AZDT
 DU0416  HISTORY     - 20080716 GOOD             GEOCAC
 DU0416
 DU0416                          STATION DESCRIPTION
 DU0416
 DU0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0416'12.3 MI NE FROM TORTILLA FLAT.
 DU0416'12.3 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0416'TORTILLA FLAT, 0.2 MILE WEST OF MILE POST 226, 11.4 FEET NORTH OF THE
 DU0416'CENTER LINE OF THE HIGHWAY, 0.9 FOOT WEST OF THE EAST END OF THE
 DU0416'HEADWALL, SET IN THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 DU0416'CONCRETE CULVERT AND ABOUT 1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DU0416
 DU0416                          STATION RECOVERY (1980)
 DU0416
 DU0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0416'17.9 KM (11.1 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0416'OFFICE AT TORTILLA FLAT, 0.3 KM (0.2 MI) NORTHWEST OF HIGHWAY MILEPOST
 DU0416'226, IN TOP OF THE EAST END OF THE NORTH HEADWALL OF A 1.8 X 1.5
 DU0416'METER (6 X 5 FT) CONCRETE BOX CULVERT UNDER THE HIGHWAY, 3.5 METERS
 DU0416'(11.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, MARK IS 45-CM
 DU0416'(18-INCHES) BELOW THE TOP OF THE HEADWALL AND IS ACCESSED THROUGH
 DU0416'AN OPENING IN THE CINDER BLOCK.
 DU0416'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DU0416
 DU0416                          STATION RECOVERY (2006)
 DU0416
 DU0416'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0416'RECOVERED IN GOOD CONDITION.
 DU0416
 DU0416                          STATION RECOVERY (2008)
 DU0416
 DU0416'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2008 (JLI)
 DU0416'STATION LOCATION RECOVERY FROM 1980 STILL ACCURATE, BUT THERE IS NO
 DU0416'LONGER A CINDER BLOCK OPENING, THE MARK IS NOW EXPOSED AND MAY HAVE
 DU0416'SEDIMENT COVERING IT. IT IS LOCATED ON THE N.E. CORNER OF THE NORTH
 DU0416'HEADWALL.
 DU0416
 DU0416                          STATION RECOVERY (2008)
 DU0416
 DU0416'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0416'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0416'33 32.318 W 111
 DU0416'16.902.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0375 ***********************************************************************
 DV0375  DESIGNATION -  L 271
 DV0375  PID         -  DV0375
 DV0375  STATE/COUNTY-  AZ/MARICOPA
 DV0375  USGS QUAD   -  FOWLER (1982)
 DV0375
 DV0375                         *CURRENT SURVEY CONTROL
 DV0375  ___________________________________________________________________
 DV0375* NAD 83(1986)-  33 25 19.     (N)    112 10 10.     (W)     SCALED    
 DV0375* NAVD 88     -       313.10   (+/-2cm)    1027.2    (feet)  VERTCON   
 DV0375  ___________________________________________________________________
 DV0375  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0375
 DV0375.The horizontal coordinates were scaled from a topographic map and have
 DV0375.an estimated accuracy of +/- 6 seconds.
 DV0375
 DV0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0375.The vertical order pertains to the NGVD 29 superseded value.
 DV0375
 DV0375.The geoid height was determined by GEOID03.
 DV0375
 DV0375;                    North         East    Units  Estimated Accuracy
 DV0375;SPC AZ C     -   268,570.      189,850.      MT  (+/- 180 meters Scaled)
 DV0375
 DV0375                          SUPERSEDED SURVEY CONTROL
 DV0375
 DV0375  NGVD 29 (??/??/92)  312.460  (m)         1025.13   (f) ADJ UNCH    2 0
 DV0375
 DV0375.Superseded values are not recommended for survey control.
 DV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0375.See file dsdata.txt to determine how the superseded data were derived.
 DV0375
 DV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912986(NAD 83)
 DV0375_MARKER: DB = BENCH MARK DISK
 DV0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0375_STAMPING: L 271 1948
 DV0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0375+STABILITY: SURFACE MOTION
 DV0375
 DV0375  HISTORY     - Date     Condition        Report By
 DV0375  HISTORY     - 1948     MONUMENTED       CGS
 DV0375  HISTORY     - 1962     MARK NOT FOUND   DOD
 DV0375  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0375
 DV0375                          STATION DESCRIPTION
 DV0375
 DV0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0375'6.7 MI W FROM PHOENIX.
 DV0375'5.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0375'STATION AT PHOENIX, THENCE 1.5 MILES SOUTH ALONG LATERAL 17, 94.0 FEET
 DV0375'SOUTHEAST OF THE RIVERSIDE STORE, 34.3 FEET SOUTH OF A GRAVEL ROAD,
 DV0375'29.6 FEET WEST OF THE CENTER LINE OF LATERAL 17, 10.4 FEET SOUTHWEST
 DV0375'OF A ROCK AND CONCRETE HEADWALL, 1.5 FEET EAST OF A WIRE FENCE, 1.0
 DV0375'FOOT ABOVE THE LEVEL OF THE ROAD, 2.6 FEET NORTH OF THE WHITE WOODEN
 DV0375'WITNESS POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTING 0.5
 DV0375'FOOT ABOVE THE GROUND AND AT THE NORTHEAST CORNER OF A WIRE FENCE.
 DV0375
 DV0375                          STATION RECOVERY (1962)
 DV0375
 DV0375'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 DV0375'MARK NOT FOUND.
 DV0375
 DV0375                          STATION RECOVERY (2007)
 DV0375
 DV0375'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0375'A LARGE WAREHOUSE HAS BEEN BUILT AT THE DESCRIBED LOCATION. ASSUMED
 DV0375'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0428 ***********************************************************************
 DV0428  DESIGNATION -  L 272
 DV0428  PID         -  DV0428
 DV0428  STATE/COUNTY-  AZ/MARICOPA
 DV0428  USGS QUAD   -  PHOENIX (1982)
 DV0428
 DV0428                         *CURRENT SURVEY CONTROL
 DV0428  ___________________________________________________________________
 DV0428* NAD 83(1986)-  33 24 51.     (N)    112 02 49.     (W)     SCALED    
 DV0428* NAVD 88     -       330.70   (+/-2cm)    1085.0    (feet)  VERTCON   
 DV0428  ___________________________________________________________________
 DV0428  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0428
 DV0428.The horizontal coordinates were scaled from a topographic map and have
 DV0428.an estimated accuracy of +/- 6 seconds.
 DV0428
 DV0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0428.The vertical order pertains to the NGVD 29 superseded value.
 DV0428
 DV0428.The geoid height was determined by GEOID03.
 DV0428
 DV0428;                    North         East    Units  Estimated Accuracy
 DV0428;SPC AZ C     -   267,690.      201,240.      MT  (+/- 180 meters Scaled)
 DV0428
 DV0428                          SUPERSEDED SURVEY CONTROL
 DV0428
 DV0428  NGVD 29 (??/??/92)  330.050  (m)         1082.84   (f) ADJ UNCH    2 0
 DV0428
 DV0428.Superseded values are not recommended for survey control.
 DV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0428.See file dsdata.txt to determine how the superseded data were derived.
 DV0428
 DV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB026976(NAD 83)
 DV0428_MARKER: DB = BENCH MARK DISK
 DV0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0428_STAMPING: L 272 1948
 DV0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0428+STABILITY: SURFACE MOTION
 DV0428
 DV0428  HISTORY     - Date     Condition        Report By
 DV0428  HISTORY     - 1948     MONUMENTED       CGS
 DV0428  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0428  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0428
 DV0428                          STATION DESCRIPTION
 DV0428
 DV0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0428'3.5 MI SE FROM PHOENIX.
 DV0428'2.9 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0428'PHOENIX, THENCE 1.8 MILES EAST ALONG BROADWAY, THENCE 0.5 MILE NORTH
 DV0428'ALONG 16TH STREET TO THE SOUTH PHOENIX AIRPORT, 84.5 FEET NORTH OF A
 DV0428'DIRT ROAD LEADING WEST, 2.9 FEET SOUTH OF A SERVICE POLE OF POWER
 DV0428'LINE, 1.0 FOOT EAST OF A WIRE FENCE, 2.0 FEET ABOVE THE LEVEL OF THE
 DV0428'STRIP, 1.7 FEET WEST OF A WHITE WOODEN WITNESS POST, AT THE NORTHWEST
 DV0428'CORNER OF THE AIRPORT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DV0428'0.5 FOOT ABOVE THE GROUND.
 DV0428
 DV0428                          STATION RECOVERY (1992)
 DV0428
 DV0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0428'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0428
 DV0428                          STATION RECOVERY (2007)
 DV0428
 DV0428'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0428'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0428'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0372 ***********************************************************************
 DV0372  DESIGNATION -  L 273
 DV0372  PID         -  DV0372
 DV0372  STATE/COUNTY-  AZ/MARICOPA
 DV0372  USGS QUAD   -  LAVEEN (1973)
 DV0372
 DV0372                         *CURRENT SURVEY CONTROL
 DV0372  ___________________________________________________________________
 DV0372* NAD 83(1986)-  33 15 31.     (N)    112 08 13.     (W)     SCALED    
 DV0372* NAVD 88     -       323.599  (meters)    1061.67   (feet)  ADJUSTED  
 DV0372  ___________________________________________________________________
 DV0372  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0372  DYNAMIC HT  -         323.229 (meters)    1060.46  (feet)  COMP
 DV0372  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 DV0372
 DV0372  VERT ORDER  -  FIRST     CLASS II
 DV0372
 DV0372.The horizontal coordinates were scaled from a topographic map and have
 DV0372.an estimated accuracy of +/- 6 seconds.
 DV0372
 DV0372.The orthometric height was determined by differential leveling
 DV0372.and adjusted in August 1994.
 DV0372
 DV0372.The geoid height was determined by GEOID03.
 DV0372
 DV0372.The dynamic height is computed by dividing the NAVD 88
 DV0372.geopotential number by the normal gravity value computed on the
 DV0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0372.degrees latitude (g = 980.6199 gals.).
 DV0372
 DV0372.The modeled gravity was interpolated from observed gravity values.
 DV0372
 DV0372;                    North         East    Units  Estimated Accuracy
 DV0372;SPC AZ C     -   250,450.      192,840.      MT  (+/- 180 meters Scaled)
 DV0372
 DV0372                          SUPERSEDED SURVEY CONTROL
 DV0372
 DV0372  NGVD 29 (??/??/92)  323.043  (m)         1059.85   (f) ADJ UNCH    1 2
 DV0372
 DV0372.Superseded values are not recommended for survey control.
 DV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0372.See file dsdata.txt to determine how the superseded data were derived.
 DV0372
 DV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB941805(NAD 83)
 DV0372_MARKER: DB = BENCH MARK DISK
 DV0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0372_SP_SET: CONCRETE POST
 DV0372_STAMPING: L 273 1948
 DV0372_MARK LOGO: CGS   
 DV0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0372+STABILITY: SURFACE MOTION
 DV0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0372+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV0372
 DV0372  HISTORY     - Date     Condition        Report By
 DV0372  HISTORY     - 1948     MONUMENTED       CGS
 DV0372  HISTORY     - 19940325 GOOD             NGS
 DV0372  HISTORY     - 20060821 GOOD             GEOCAC
 DV0372
 DV0372                          STATION DESCRIPTION
 DV0372
 DV0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0372'2.4 MI SE FROM KOMATKE.
 DV0372'2.4 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 82.8 FEET
 DV0372'NORTHEAST OF THE CENTER LINE OF THE ROAD, 24.0 FEET NORTHWEST OF A
 DV0372'TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, 3.4 FEET SOUTHEAST OF A
 DV0372'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0372'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DV0372
 DV0372                          STATION RECOVERY (1994)
 DV0372
 DV0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0372'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0372'LAVEEN, THENCE 3.9 KM (2.40 MI) EASTERLY ALONG BELTLINE ROAD, 53.9 M
 DV0372'(176.8 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, 39.4 M
 DV0372'(129.3 FT) EAST OF A FIBER OPTIC CABLE WARNING SIGN, 24.7 M
 DV0372'(81.0 FT) NORTHEAST OF THE ROAD CENTERLINE, 0.5 M (1.6 FT) SOUTHWEST
 DV0372'OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND
 DV0372'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DV0372
 DV0372                          STATION RECOVERY (2006)
 DV0372
 DV0372'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0348 ***********************************************************************
 DV0348  DESIGNATION -  L 274
 DV0348  PID         -  DV0348
 DV0348  STATE/COUNTY-  AZ/PINAL
 DV0348  USGS QUAD   -  ENID (1978)
 DV0348
 DV0348                         *CURRENT SURVEY CONTROL
 DV0348  ___________________________________________________________________
 DV0348* NAD 83(1986)-  33 03 48.     (N)    112 09 07.     (W)     SCALED    
 DV0348* NAVD 88     -       371.75   (+/-2cm)    1219.6    (feet)  VERTCON   
 DV0348  ___________________________________________________________________
 DV0348  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0348  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0348
 DV0348.The horizontal coordinates were scaled from a topographic map and have
 DV0348.an estimated accuracy of +/- 6 seconds.
 DV0348
 DV0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0348.The vertical order pertains to the NGVD 29 superseded value.
 DV0348
 DV0348.The geoid height was determined by GEOID03.
 DV0348
 DV0348;                    North         East    Units  Estimated Accuracy
 DV0348;SPC AZ C     -   228,800.      191,390.      MT  (+/- 180 meters Scaled)
 DV0348
 DV0348                          SUPERSEDED SURVEY CONTROL
 DV0348
 DV0348  NGVD 29 (??/??/92)  371.188  (m)         1217.81   (f) ADJ UNCH    1 2
 DV0348
 DV0348.Superseded values are not recommended for survey control.
 DV0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0348.See file dsdata.txt to determine how the superseded data were derived.
 DV0348
 DV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB924588(NAD 83)
 DV0348_MARKER: DB = BENCH MARK DISK
 DV0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0348_STAMPING: L 274 1948
 DV0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0348+STABILITY: SURFACE MOTION
 DV0348
 DV0348  HISTORY     - Date     Condition        Report By
 DV0348  HISTORY     - 1948     MONUMENTED       CGS
 DV0348  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0348  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0348
 DV0348                          STATION DESCRIPTION
 DV0348
 DV0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0348'7.5 MI NW FROM MARICOPA.
 DV0348'6.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0348'POST OFFICE AT MARICOPA, THENCE 1.1 MILES SOUTH ALONG THE HIDDEN
 DV0348'VALLEY ROAD, 56.3 FEET EAST OF THE CENTER LINE OF THE ROAD, 46.8 FEET
 DV0348'NORTH OF A ROAD LEADING EAST, 1.0 FOOT BELOW THE LEVEL OF THE ROAD,
 DV0348'3.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DV0348'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0348
 DV0348                          STATION RECOVERY (1980)
 DV0348
 DV0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0348'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE HAS BEEN PLOWING
 DV0348'IN THE DESCRIBED AREA OF THIS MARK.
 DV0348
 DV0348                          STATION RECOVERY (1980)
 DV0348
 DV0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0348'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE HAS BEEN PLOWING
 DV0348'IN THE DESCRIBED AREA OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1044 ***********************************************************************
 DU1044  DESIGNATION -  L 275
 DU1044  PID         -  DU1044
 DU1044  STATE/COUNTY-  AZ/PINAL
 DU1044  USGS QUAD   -  SACATON BUTTE (1967)
 DU1044
 DU1044                         *CURRENT SURVEY CONTROL
 DU1044  ___________________________________________________________________
 DU1044* NAD 83(1986)-  33 03 58.     (N)    111 56 42.     (W)     SCALED    
 DU1044* NAVD 88     -       366.35   (+/-2cm)    1201.9    (feet)  VERTCON   
 DU1044  ___________________________________________________________________
 DU1044  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DU1044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1044
 DU1044.The horizontal coordinates were scaled from a topographic map and have
 DU1044.an estimated accuracy of +/- 6 seconds.
 DU1044
 DU1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1044.The vertical order pertains to the NGVD 29 superseded value.
 DU1044
 DU1044.The geoid height was determined by GEOID03.
 DU1044
 DU1044;                    North         East    Units  Estimated Accuracy
 DU1044;SPC AZ C     -   229,080.      210,710.      MT  (+/- 180 meters Scaled)
 DU1044
 DU1044                          SUPERSEDED SURVEY CONTROL
 DU1044
 DU1044  NGVD 29 (??/??/92)  365.881  (m)         1200.39   (f) ADJ UNCH    2 0
 DU1044
 DU1044.Superseded values are not recommended for survey control.
 DU1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1044.See file dsdata.txt to determine how the superseded data were derived.
 DU1044
 DU1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB117590(NAD 83)
 DU1044_MARKER: DB = BENCH MARK DISK
 DU1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1044_SP_SET: CULVERT
 DU1044_STAMPING: L 275 1948
 DU1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1044+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DU1044
 DU1044  HISTORY     - Date     Condition        Report By
 DU1044  HISTORY     - 1948     MONUMENTED       CGS
 DU1044  HISTORY     - 1961     GOOD             NGS
 DU1044  HISTORY     - 20061215 GOOD             GEOCAC
 DU1044
 DU1044                          STATION DESCRIPTION
 DU1044
 DU1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1044'7.9 MI E FROM MARICOPA.
 DU1044'7.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU1044'POST OFFICE AT MARICOPA, THENCE 5.2 MILES NORTH ALONG A DIRT ROAD, 0.5
 DU1044'MILE SOUTH OF A WELL WITH A WATER TANK, 65.4 FEET SOUTH OF A CATTLE
 DU1044'GUARD IN THE ROAD, 12.4 FEET WEST OF THE CENTER LINE OF THE ROAD SET
 DU1044'IN THE TOP AND IN THE CENTER OF A CONCRETE HEADWALL OF A CULVERT IN
 DU1044'THE ROAD FOR A IRRIGATION DITCH.
 DU1044
 DU1044                          STATION RECOVERY (1961)
 DU1044
 DU1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DU1044'RECOVERED IN GOOD CONDITION.
 DU1044
 DU1044                          STATION RECOVERY (2006)
 DU1044
 DU1044'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0841 ***********************************************************************
 DU0841  DESIGNATION -  L 276
 DU0841  PID         -  DU0841
 DU0841  STATE/COUNTY-  AZ/PINAL
 DU0841  USGS QUAD   -  SACATON BUTTE (1967)
 DU0841
 DU0841                         *CURRENT SURVEY CONTROL
 DU0841  ___________________________________________________________________
 DU0841* NAD 83(1986)-  33 07 03.     (N)    111 53 32.     (W)     SCALED    
 DU0841* NAVD 88     -       364.40   (+/-2cm)    1195.5    (feet)  VERTCON   
 DU0841  ___________________________________________________________________
 DU0841  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DU0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0841
 DU0841.The horizontal coordinates were scaled from a topographic map and have
 DU0841.an estimated accuracy of +/- 6 seconds.
 DU0841
 DU0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0841.The vertical order pertains to the NGVD 29 superseded value.
 DU0841
 DU0841.The geoid height was determined by GEOID03.
 DU0841
 DU0841;                    North         East    Units  Estimated Accuracy
 DU0841;SPC AZ C     -   234,780.      215,640.      MT  (+/- 180 meters Scaled)
 DU0841
 DU0841                          SUPERSEDED SURVEY CONTROL
 DU0841
 DU0841  NGVD 29 (??/??/92)  363.922  (m)         1193.97   (f) ADJ UNCH    2 0
 DU0841
 DU0841.Superseded values are not recommended for survey control.
 DU0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0841.See file dsdata.txt to determine how the superseded data were derived.
 DU0841
 DU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB167646(NAD 83)
 DU0841_MARKER: DB = BENCH MARK DISK
 DU0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0841_SP_SET: CULVERT
 DU0841_STAMPING: L 276 1948
 DU0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0841
 DU0841  HISTORY     - Date     Condition        Report By
 DU0841  HISTORY     - 1948     MONUMENTED       CGS
 DU0841  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0841  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0841
 DU0841                          STATION DESCRIPTION
 DU0841
 DU0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0841'0.5 MI W FROM CASA BLANCA.
 DU0841'0.5 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0841'52.7 FEET WEST OF THE CENTER LINE OF THE ADAMS ROAD, 12.2 FEET NORTH
 DU0841'OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, SET IN THE
 DU0841'TOP AND IN THE CENTER OF THE NORTH CONCRETE HEADWALL OF A CULVERT IN
 DU0841'THE ROAD FOR A IRRIGATION DITCH.
 DU0841
 DU0841                          STATION RECOVERY (1994)
 DU0841
 DU0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0841'MARK NOT FOUND.
 DU0841
 DU0841                          STATION RECOVERY (2007)
 DU0841
 DU0841'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0841'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0841'MARK. THE CULVERT AND IT'S ASSOCIATED HEADWALL HAVE BEEN REMOVED.
 DU0841'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0819 ***********************************************************************
 DU0819  DESIGNATION -  L 277
 DU0819  PID         -  DU0819
 DU0819  STATE/COUNTY-  AZ/MARICOPA
 DU0819  USGS QUAD   -  GUADALUPE (1982)
 DU0819
 DU0819                         *CURRENT SURVEY CONTROL
 DU0819  ___________________________________________________________________
 DU0819* NAD 83(1986)-  33 18 19.     (N)    111 56 45.     (W)     SCALED    
 DU0819* NAVD 88     -       355.49   (+/-2cm)    1166.3    (feet)  VERTCON   
 DU0819  ___________________________________________________________________
 DU0819  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0819
 DU0819.The horizontal coordinates were scaled from a topographic map and have
 DU0819.an estimated accuracy of +/- 6 seconds.
 DU0819
 DU0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0819.The vertical order pertains to the NGVD 29 superseded value.
 DU0819
 DU0819.The geoid height was determined by GEOID03.
 DU0819
 DU0819;                    North         East    Units  Estimated Accuracy
 DU0819;SPC AZ C     -   255,610.      210,640.      MT  (+/- 180 meters Scaled)
 DU0819
 DU0819                          SUPERSEDED SURVEY CONTROL
 DU0819
 DU0819  NGVD 29 (??/??/92)  354.932  (m)         1164.47   (f) ADJ UNCH    2 0
 DU0819
 DU0819.Superseded values are not recommended for survey control.
 DU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0819.See file dsdata.txt to determine how the superseded data were derived.
 DU0819
 DU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB119855(NAD 83)
 DU0819_MARKER: DB = BENCH MARK DISK
 DU0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0819_SP_SET: BRIDGE
 DU0819_STAMPING: L 277 1948
 DU0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0819
 DU0819  HISTORY     - Date     Condition        Report By
 DU0819  HISTORY     - 1948     MONUMENTED       CGS
 DU0819  HISTORY     - 1962     GOOD             NGS
 DU0819  HISTORY     - 20040215 MARK NOT FOUND   GEOCAC
 DU0819
 DU0819                          STATION DESCRIPTION
 DU0819
 DU0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0819'6.5 MI W FROM CHANDLER.
 DU0819'6.5 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0819'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 172 FEET SOUTHEAST OF THE
 DU0819'WEST CHANDLER MERCANTILE, 50.5 FEET EAST OF THE CENTER LINE OF A ROAD
 DU0819'ALONG THE WEST BANK OF A IRRIGATION DITCH, 44.4 FEET SOUTH OF THE
 DU0819'CENTER LINE OF THE ROAD, SET IN THE TOP AND IN THE EAST END OF A
 DU0819'CONCRETE HEADWALL OF BRIDGE OVER A LARGE IRRIGATION DITCH.
 DU0819
 DU0819                          STATION RECOVERY (1962)
 DU0819
 DU0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0819'RECOVERED IN GOOD CONDITION.
 DU0819
 DU0819                          STATION RECOVERY (2004)
 DU0819
 DU0819'RECOVERY NOTE BY GEOCACHING 2004 (DOB)
 DU0819'THE AREA HAS BEEN DEVELOPED.  THE BRIDGE AND IRRIGATION DITCH NO
 DU0819'LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0340 ***********************************************************************
 CZ0340  DESIGNATION -  L 279
 CZ0340  PID         -  CZ0340
 CZ0340  STATE/COUNTY-  AZ/PINAL
 CZ0340  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0340
 CZ0340                         *CURRENT SURVEY CONTROL
 CZ0340  ___________________________________________________________________
 CZ0340* NAD 83(1986)-  32 39 12.     (N)    111 23 53.     (W)     SCALED    
 CZ0340* NAVD 88     -       541.643  (meters)    1777.04   (feet)  ADJUSTED  
 CZ0340  ___________________________________________________________________
 CZ0340  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ0340  DYNAMIC HT  -         540.952 (meters)    1774.77  (feet)  COMP
 CZ0340  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 CZ0340  OBS GRAVITY -     979,349.5   (mgal)                       GRAV_OBS
 CZ0340
 CZ0340  VERT ORDER  -  FIRST     CLASS II
 CZ0340
 CZ0340.The horizontal coordinates were scaled from a topographic map and have
 CZ0340.an estimated accuracy of +/- 6 seconds.
 CZ0340
 CZ0340.The orthometric height was determined by differential leveling
 CZ0340.and adjusted in November 1993.
 CZ0340
 CZ0340.The geoid height was determined by GEOID03.
 CZ0340
 CZ0340.The dynamic height is computed by dividing the NAVD 88
 CZ0340.geopotential number by the normal gravity value computed on the
 CZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0340.degrees latitude (g = 980.6199 gals.).
 CZ0340
 CZ0340.The modeled gravity was interpolated from observed gravity values.
 CZ0340.The observed gravity was obtained from relative gravimeter ties
 CZ0340.to the IGSN71 gravity network.
 CZ0340
 CZ0340;                    North         East    Units  Estimated Accuracy
 CZ0340;SPC AZ C     -   183,430.      262,010.      MT  (+/- 180 meters Scaled)
 CZ0340
 CZ0340                          SUPERSEDED SURVEY CONTROL
 CZ0340
 CZ0340  NAVD 88 (06/15/91)  541.649  (m)         1777.06   (f) UNKNOWN     1 2
 CZ0340  NGVD 29 (??/??/92)  541.051  (m)         1775.10   (f) ADJ UNCH    1 2
 CZ0340
 CZ0340.Superseded values are not recommended for survey control.
 CZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0340.See file dsdata.txt to determine how the superseded data were derived.
 CZ0340
 CZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB626129(NAD 83)
 CZ0340_MARKER: DD = SURVEY DISK
 CZ0340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0340_SP_SET: HEADWALL
 CZ0340_STAMPING: L 279
 CZ0340_MARK LOGO: AZHD  
 CZ0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0340+STABILITY: SURFACE MOTION
 CZ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0340+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ0340
 CZ0340  HISTORY     - Date     Condition        Report By
 CZ0340  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0340  HISTORY     - 1952     GOOD             NGS
 CZ0340  HISTORY     - 1968     GOOD             NGS
 CZ0340  HISTORY     - 1975     GOOD             AZDT
 CZ0340  HISTORY     - 1978     GOOD             USGS
 CZ0340  HISTORY     - 1980     GOOD             NGS
 CZ0340  HISTORY     - 1984     GOOD             NGS
 CZ0340  HISTORY     - 19911205 GOOD             NGS
 CZ0340  HISTORY     - 20040513 GOOD             NGS
 CZ0340
 CZ0340                          STATION DESCRIPTION
 CZ0340
 CZ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0340'7.0 MI SE FROM PICACHO.
 CZ0340'7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CZ0340'AT PICACHO, 0.2 MILE SOUTHEAST OF PICACHO PEAK, AT A 24 INCH
 CZ0340'CORRUGATED METAL PIPE CULVERT UNDER STATE HIGHWAY 84, IN THE TOP OF
 CZ0340'THE CENTER OF THE NORTHEAST CONCRETE HEADWALL, 15 1/2 FEET NORTHEAST
 CZ0340'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 CZ0340
 CZ0340                          STATION RECOVERY (1968)
 CZ0340
 CZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0340'RECOVERED IN GOOD CONDITION.
 CZ0340
 CZ0340                          STATION RECOVERY (1975)
 CZ0340
 CZ0340'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0340'FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8 OF I-10, NORTH 0.1
 CZ0340'MILES TO T JUNCTION.  RIGHT, WEST FOR 0.45 MILES AND TO THE STATION ON
 CZ0340'THE RIGHT.  AN AHD BRASS CAP, CEMENTED TO THE TOP AND CENTER OF 10 FT.
 CZ0340'CULVERT HEADWALL AND STAMPED WITH A USC AND GS DESIGNATION.
 CZ0340
 CZ0340                          STATION RECOVERY (1978)
 CZ0340
 CZ0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CZ0340'PICACHO P.O. 7.18 MI. SE OF-- ALONG NW FRONTAGE ROAD OF I-10. 0.45
 CZ0340'MI. NW OF PICACHO PEAK ROAD INTERCHANGE-- AT A 24 INCH CORRUGATED
 CZ0340'METAL PIPE CULVERT IN THE TOP CENTER OF THE NE CONCRETE HEADWALL-- 15
 CZ0340'1/2 FT. NE OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE FRONTAGE
 CZ0340'ROAD. AHD BRONZE TABLET STAMPED L-279.
 CZ0340
 CZ0340                          STATION RECOVERY (1980)
 CZ0340
 CZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0340'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0340'63.1 KILOMETERS (39.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0340'RAILROAD FROM THE STATION AT TUCSON, ALSO 41.9 KILOMETERS (26.05
 CZ0340'MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CZ0340'AT CASA GRANDE, 0.7 KILOMETER (0.45 MILE) NORTHWEST OF THE T-JUNCTION
 CZ0340'OF THE FRONTAGE ROAD AND PICACHO PEAK ROAD, 0.2 KILOMETER (0.1 MILE)
 CZ0340'SOUTHEAST OF RAILROAD BRIDGE 944.57, SET IN THE TOP CENTER OF THE
 CZ0340'NORTHEAST HEADWALL FOR A 0.6-METER METAL PIPE CULVERT UNDER THE
 CZ0340'FRONTAGE ROAD, 46.9 METERS (154 FEET) SOUTHWEST OF THE SOUTHWEST
 CZ0340'RAIL, 4.6 METERS (15 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0340'FRONTAGE ROAD AND 1.5 METERS (4.9 FEET) NORTHWEST OF THE SOUTHEAST
 CZ0340'END OF THE HEADWALL.
 CZ0340
 CZ0340                          STATION RECOVERY (1984)
 CZ0340
 CZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0340'RECOVERED IN GOOD CONDITION.
 CZ0340
 CZ0340                          STATION RECOVERY (1991)
 CZ0340
 CZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0340'11.6 KM (7.20 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0340'POST OFFICE IN PICACHO, IN TOP OF AND 1.5 M (4.9 FT) NORTHWEST OF THE
 CZ0340'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, AND
 CZ0340'4.7 M (15.4 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE.
 CZ0340
 CZ0340                          STATION RECOVERY (2004)
 CZ0340
 CZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0072 ***********************************************************************
 ET0072  DESIGNATION -  L 28
 ET0072  PID         -  ET0072
 ET0072  STATE/COUNTY-  AZ/YAVAPAI
 ET0072  USGS QUAD   -  PRESCOTT VALLEY NORTH (1973)
 ET0072
 ET0072                         *CURRENT SURVEY CONTROL
 ET0072  ___________________________________________________________________
 ET0072* NAD 83(1986)-  34 39 43.     (N)    112 15 16.     (W)     SCALED    
 ET0072* NAVD 88     -      1578.786  (meters)    5179.73   (feet)  POSTED    
 ET0072  ___________________________________________________________________
 ET0072  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ET0072  DYNAMIC HT  -        1576.670 (meters)    5172.79  (feet)  COMP
 ET0072  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 ET0072
 ET0072  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0072
 ET0072.The horizontal coordinates were scaled from a topographic map and have
 ET0072.an estimated accuracy of +/- 6 seconds.
 ET0072
 ET0072.The orthometric height was determined by differential leveling
 ET0072.and adjusted in November 2005.
 ET0072.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0072.rate of 1.1 thru 2.0 mm/km.
 ET0072
 ET0072.The geoid height was determined by GEOID03.
 ET0072
 ET0072.The dynamic height is computed by dividing the NAVD 88
 ET0072.geopotential number by the normal gravity value computed on the
 ET0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0072.degrees latitude (g = 980.6199 gals.).
 ET0072
 ET0072.The modeled gravity was interpolated from observed gravity values.
 ET0072
 ET0072;                    North         East    Units  Estimated Accuracy
 ET0072;SPC AZ C     -   406,130.      182,400.      MT  (+/- 180 meters Scaled)
 ET0072
 ET0072                          SUPERSEDED SURVEY CONTROL
 ET0072
 ET0072  NGVD 29 (??/??/92) 1577.983  (m)         5177.10   (f) ADJ UNCH    1 2
 ET0072
 ET0072.Superseded values are not recommended for survey control.
 ET0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0072.See file dsdata.txt to determine how the superseded data were derived.
 ET0072
 ET0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD850362(NAD 83)
 ET0072_MARKER: DB = BENCH MARK DISK
 ET0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0072_STAMPING: 5177.099 L 28 1933
 ET0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0072+STABILITY: SURFACE MOTION
 ET0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0072+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 ET0072
 ET0072  HISTORY     - Date     Condition        Report By
 ET0072  HISTORY     - 1933     MONUMENTED       CGS
 ET0072  HISTORY     - 20071110 GOOD             GEOCAC
 ET0072
 ET0072                          STATION DESCRIPTION
 ET0072
 ET0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0072'16.9 MI NE FROM PRESCOTT.
 ET0072'CONCRETE POST, AT SIDE OF HIGHWAY, SOUTHEAST OF LOW RANGE OF ROCKY
 ET0072'HILLS, 0.2 MILES EAST OF WASH, 0.15 MILES SOUTH OF POWER LINE, 50 FEET
 ET0072'NORTH OF HIGHWAY CENTER-LINE.
 ET0072
 ET0072                          STATION RECOVERY (2007)
 ET0072
 ET0072'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0705 ***********************************************************************
 ET0705  DESIGNATION -  L 280
 ET0705  PID         -  ET0705
 ET0705  STATE/COUNTY-  AZ/LA PAZ
 ET0705  USGS QUAD   -  PLANET (1990)
 ET0705
 ET0705                         *CURRENT SURVEY CONTROL
 ET0705  ___________________________________________________________________
 ET0705* NAD 83(1986)-  34 09 25.     (N)    113 56 04.     (W)     SCALED    
 ET0705* NAVD 88     -       484.61   (+/-2cm)    1589.9    (feet)  VERTCON   
 ET0705  ___________________________________________________________________
 ET0705  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 ET0705  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0705
 ET0705.The horizontal coordinates were scaled from a topographic map and have
 ET0705.an estimated accuracy of +/- 6 seconds.
 ET0705
 ET0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0705.The vertical order pertains to the NGVD 29 superseded value.
 ET0705
 ET0705.The geoid height was determined by GEOID03.
 ET0705
 ET0705;                    North         East    Units  Estimated Accuracy
 ET0705;SPC AZ W     -   350,090.      196,350.      MT  (+/- 180 meters Scaled)
 ET0705
 ET0705                          SUPERSEDED SURVEY CONTROL
 ET0705
 ET0705  NGVD 29 (??/??/92)  483.956  (m)         1587.78   (f) ADJ UNCH    1 2
 ET0705
 ET0705.Superseded values are not recommended for survey control.
 ET0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0705.See file dsdata.txt to determine how the superseded data were derived.
 ET0705
 ET0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC294834(NAD 83)
 ET0705_MARKER: DB = BENCH MARK DISK
 ET0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0705_STAMPING: L 280 1948
 ET0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0705+STABILITY: SURFACE MOTION
 ET0705
 ET0705  HISTORY     - Date     Condition        Report By
 ET0705  HISTORY     - 1948     MONUMENTED       CGS
 ET0705
 ET0705                          STATION DESCRIPTION
 ET0705
 ET0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0705'20 MI N FROM BOUSE.
 ET0705'20 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0705'BOUSE, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 41 FEET
 ET0705'NORTHEAST OF THE CENTER LINE OF A DRY WASH, 2.8 FEET NORTHWEST OF A
 ET0705'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE SURFACE OF THE
 ET0705'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 ET0705'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1190 ***********************************************************************
 DV1190  DESIGNATION -  L 281
 DV1190  PID         -  DV1190
 DV1190  STATE/COUNTY-  AZ/LA PAZ
 DV1190  USGS QUAD   -  UTTING (1990)
 DV1190
 DV1190                         *CURRENT SURVEY CONTROL
 DV1190  ___________________________________________________________________
 DV1190* NAD 83(1986)-  33 50 05.     (N)    113 52 51.     (W)     SCALED    
 DV1190* NAVD 88     -       347.96   (+/-2cm)    1141.6    (feet)  VERTCON   
 DV1190  ___________________________________________________________________
 DV1190  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1190  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1190
 DV1190.The horizontal coordinates were scaled from a topographic map and have
 DV1190.an estimated accuracy of +/- 6 seconds.
 DV1190
 DV1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1190.The vertical order pertains to the NGVD 29 superseded value.
 DV1190
 DV1190.The geoid height was determined by GEOID03.
 DV1190
 DV1190;                    North         East    Units  Estimated Accuracy
 DV1190;SPC AZ W     -   314,340.      201,250.      MT  (+/- 180 meters Scaled)
 DV1190
 DV1190                          SUPERSEDED SURVEY CONTROL
 DV1190
 DV1190  NGVD 29 (??/??/92)  347.307  (m)         1139.46   (f) ADJ UNCH    1 2
 DV1190
 DV1190.Superseded values are not recommended for survey control.
 DV1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1190.See file dsdata.txt to determine how the superseded data were derived.
 DV1190
 DV1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC334475(NAD 83)
 DV1190_MARKER: DB = BENCH MARK DISK
 DV1190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1190_SP_SET: WALL
 DV1190_STAMPING: L 281 1948
 DV1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1190
 DV1190  HISTORY     - Date     Condition        Report By
 DV1190  HISTORY     - 1948     MONUMENTED       CGS
 DV1190
 DV1190                          STATION DESCRIPTION
 DV1190
 DV1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1190'9.9 MI SE FROM BOUSE.
 DV1190'9.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1190'FROM THE WATER TANK AT BOUSE, 9.8 MILES NORTHWEST OF VICKSBURG, ABOUT
 DV1190'84 YARDS NORTHWEST OF MILEPOST 70, AT THE SOUTHWEST END OF WOODEN
 DV1190'BRIDGE 71 A, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND
 DV1190'LEVEL WITH THE SURFACE OF THE TRACK.  SET IN THE TOP OF THE CONCRETE
 DV1190'PARAPET WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0387 ***********************************************************************
 CZ0387  DESIGNATION -  L 283
 CZ0387  PID         -  CZ0387
 CZ0387  STATE/COUNTY-  AZ/PINAL
 CZ0387  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0387
 CZ0387                         *CURRENT SURVEY CONTROL
 CZ0387  ___________________________________________________________________
 CZ0387* NAD 83(1986)-  32 56 41.     (N)    111 27 19.     (W)     SCALED    
 CZ0387* NAVD 88     -       459.897  (meters)    1508.85   (feet)  ADJUSTED  
 CZ0387  ___________________________________________________________________
 CZ0387  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CZ0387  DYNAMIC HT  -         459.330 (meters)    1506.99  (feet)  COMP
 CZ0387  MODELED GRAV-     979,391.7   (mgal)                       NAVD 88
 CZ0387
 CZ0387  VERT ORDER  -  FIRST     CLASS II
 CZ0387
 CZ0387.The horizontal coordinates were scaled from a topographic map and have
 CZ0387.an estimated accuracy of +/- 6 seconds.
 CZ0387
 CZ0387.The orthometric height was determined by differential leveling
 CZ0387.and adjusted in November 1993.
 CZ0387
 CZ0387.The geoid height was determined by GEOID03.
 CZ0387
 CZ0387.The dynamic height is computed by dividing the NAVD 88
 CZ0387.geopotential number by the normal gravity value computed on the
 CZ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0387.degrees latitude (g = 980.6199 gals.).
 CZ0387
 CZ0387.The modeled gravity was interpolated from observed gravity values.
 CZ0387
 CZ0387;                    North         East    Units  Estimated Accuracy
 CZ0387;SPC AZ C     -   215,720.      256,500.      MT  (+/- 180 meters Scaled)
 CZ0387
 CZ0387                          SUPERSEDED SURVEY CONTROL
 CZ0387
 CZ0387  NGVD 29 (??/??/92)  459.436  (m)         1507.33   (f) ADJ UNCH    1 2
 CZ0387
 CZ0387.Superseded values are not recommended for survey control.
 CZ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0387.See file dsdata.txt to determine how the superseded data were derived.
 CZ0387
 CZ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB574452(NAD 83)
 CZ0387_MARKER: DB = BENCH MARK DISK
 CZ0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0387_SP_SET: HEADWALL
 CZ0387_STAMPING: L 283 1948
 CZ0387_MARK LOGO: CGS   
 CZ0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0387+STABILITY: SURFACE MOTION
 CZ0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0387+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0387
 CZ0387  HISTORY     - Date     Condition        Report By
 CZ0387  HISTORY     - 1948     MONUMENTED       CGS
 CZ0387  HISTORY     - 1967     GOOD             NGS
 CZ0387  HISTORY     - 1968     GOOD             NGS
 CZ0387  HISTORY     - 19920104 GOOD             NGS
 CZ0387  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0387
 CZ0387                          STATION DESCRIPTION
 CZ0387
 CZ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0387'9.85 MI SW FROM FLORENCE.
 CZ0387'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0387'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0387'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0387'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0387'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0387'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 32, T 5
 CZ0387'S, R 9 E, 54 FEET NORTHEAST OF A ROAD INTERSECTION, 15 FEET EAST OF
 CZ0387'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 50 FEET NORTH OF THE CENTER
 CZ0387'LINE OF THE EAST-WEST ROAD, SET IN THE TOP OF THE NORTH END OF THE
 CZ0387'EAST CONCRETE HEAD WILL OF A CONCRETE CULVERT UNDER THE NORTH-SOUTH
 CZ0387'ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS.
 CZ0387
 CZ0387                          STATION RECOVERY (1968)
 CZ0387
 CZ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0387'RECOVERED IN GOOD CONDITION.
 CZ0387
 CZ0387                          STATION RECOVERY (1992)
 CZ0387
 CZ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0387'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0387'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0387'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0387'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0387'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0387'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0387'SOUTHERLY ALONG CLEMANS ROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF
 CZ0387'THE NORTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT, 14.3 M
 CZ0387'(46.9 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 4.5 M (14.8 FT)
 CZ0387'EAST OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 CZ0387'ROAD.  NOTE--THE DISK HAS BEEN MUTILATED.
 CZ0387
 CZ0387                          STATION RECOVERY (2007)
 CZ0387
 CZ0387'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0536 ***********************************************************************
 DV0536  DESIGNATION -  L 284
 DV0536  PID         -  DV0536
 DV0536  STATE/COUNTY-  AZ/MARICOPA
 DV0536  USGS QUAD   -  PHOENIX (1982)
 DV0536
 DV0536                         *CURRENT SURVEY CONTROL
 DV0536  ___________________________________________________________________
 DV0536* NAD 83(1986)-  33 27 57.     (N)    112 06 01.     (W)     SCALED    
 DV0536* NAVD 88     -       330.37   (+/-2cm)    1083.9    (feet)  VERTCON   
 DV0536  ___________________________________________________________________
 DV0536  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0536
 DV0536.The horizontal coordinates were scaled from a topographic map and have
 DV0536.an estimated accuracy of +/- 6 seconds.
 DV0536
 DV0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0536.The vertical order pertains to the NGVD 29 superseded value.
 DV0536
 DV0536.The geoid height was determined by GEOID03.
 DV0536
 DV0536;                    North         East    Units  Estimated Accuracy
 DV0536;SPC AZ C     -   273,430.      196,290.      MT  (+/- 180 meters Scaled)
 DV0536
 DV0536                          SUPERSEDED SURVEY CONTROL
 DV0536
 DV0536  NGVD 29 (??/??/92)  329.728  (m)         1081.78   (f) ADJ UNCH    2 0
 DV0536
 DV0536.Superseded values are not recommended for survey control.
 DV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0536.See file dsdata.txt to determine how the superseded data were derived.
 DV0536
 DV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC977034(NAD 83)
 DV0536_MARKER: DB = BENCH MARK DISK
 DV0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0536_STAMPING: L 284 1949
 DV0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0536+STABILITY: SURFACE MOTION
 DV0536
 DV0536  HISTORY     - Date     Condition        Report By
 DV0536  HISTORY     - 1949     MONUMENTED       CGS
 DV0536  HISTORY     - 1963     GOOD             NGS
 DV0536
 DV0536                          STATION DESCRIPTION
 DV0536
 DV0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0536'IN PHOENIX.
 DV0536'AT THE INTERSECTION OF GRAND AVENUE AND WEST MCDOWELL ROAD, FORMERLY
 DV0536'CALLED SIX POINTS INTERSECTION, ABOUT 100 YARDS NORTHWEST OF THE
 DV0536'INTERSECTION, 9 FEET SOUTHWEST OF THE SOUTHWEST CURB OF GRAND AVENUE,
 DV0536'9 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK (ATCHISON
 DV0536'TOPEKA AND SANTA FE RAILWAY), 3 FEET NORTHWEST OF A TELEGRAPH POLE, 3
 DV0536'FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DV0536'OF GRAND AVENUE, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0536'INCHES.  NOTE-- 84 FEET NE OF THE NE RAIL OF THE MAIN LINE OF THE
 DV0536'SANTA FE RR.  9.5 FEET NE OF THE NE RAIL OF A SIDE TRACK.  132.5 FEET
 DV0536'N-NE OF TT-J-3 AMS 1962.  4 FEET NW OF A TELEPHONE POLE 3 FEET SE OF A
 DV0536'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0613 ***********************************************************************
 DA0613  DESIGNATION -  L 285
 DA0613  PID         -  DA0613
 DA0613  STATE/COUNTY-  AZ/MARICOPA
 DA0613  USGS QUAD   -  GILA BEND (1973)
 DA0613
 DA0613                         *CURRENT SURVEY CONTROL
 DA0613  ___________________________________________________________________
 DA0613* NAD 83(2007)-  32 57 35.97750(N)    112 38 15.66608(W)     ADJUSTED  
 DA0613* NAVD 88     -       267.223  (meters)     876.71   (feet)  ADJUSTED  
 DA0613  ___________________________________________________________________
 DA0613  EPOCH DATE  -        2007.00
 DA0613  X           -  -2,061,956.331 (meters)                     COMP
 DA0613  Y           -  -4,944,363.188 (meters)                     COMP
 DA0613  Z           -   3,450,365.104 (meters)                     COMP
 DA0613  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 DA0613  ELLIP HEIGHT-         235.947 (meters)          (02/10/07) ADJUSTED
 DA0613  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0613  DYNAMIC HT  -         266.905 (meters)     875.67  (feet)  COMP
 DA0613
 DA0613  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA0613  Type    PID    Designation                      North   East  Ellip
 DA0613  -------------------------------------------------------------------
 DA0613  NETWORK DA0613 L 285                             0.76   0.69   1.25
 DA0613  -------------------------------------------------------------------
 DA0613  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 DA0613
 DA0613  VERT ORDER  -  FIRST     CLASS II
 DA0613
 DA0613.The horizontal coordinates were established by GPS observations
 DA0613.and adjusted by the National Geodetic Survey in February 2007.
 DA0613
 DA0613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0613.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0613.The horizontal coordinates are valid at the epoch date displayed above.
 DA0613.The epoch date for horizontal control is a decimal equivalence
 DA0613.of Year/Month/Day.
 DA0613
 DA0613.The orthometric height was determined by differential leveling
 DA0613.and adjusted in June 1991.
 DA0613
 DA0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0613
 DA0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0613
 DA0613.The ellipsoidal height was determined by GPS observations
 DA0613.and is referenced to NAD 83.
 DA0613
 DA0613.The geoid height was determined by GEOID03.
 DA0613
 DA0613.The dynamic height is computed by dividing the NAVD 88
 DA0613.geopotential number by the normal gravity value computed on the
 DA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0613.degrees latitude (g = 980.6199 gals.).
 DA0613
 DA0613.The modeled gravity was interpolated from observed gravity values.
 DA0613
 DA0613;                    North         East     Units Scale Factor Converg.
 DA0613;SPC AZ C     -   217,545.881   145,954.133   MT  0.99995600   -0 23 32.2
 DA0613;SPC AZ C     -   713,733.21    478,852.14   iFT  0.99995600   -0 23 32.2
 DA0613;UTM  12      - 3,648,042.177   346,936.711   MT  0.99988888   -0 53 28.2
 DA0613
 DA0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0613!SPC AZ C     -   0.99996296  x   0.99995600  =   0.99991896
 DA0613!UTM  12      -   0.99996296  x   0.99988888  =   0.99985184
 DA0613
 DA0613                          SUPERSEDED SURVEY CONTROL
 DA0613
 DA0613  NAD 83(1992)-  32 57 35.97663(N)    112 38 15.66581(W) AD(       ) B
 DA0613  ELLIP H (04/12/01)  235.983  (m)                       GP(       ) 3 2
 DA0613  NAVD 88 (04/12/01)  267.22   (m)          876.7    (f) LEVELING    3  
 DA0613  NGVD 29 (??/??/92)  266.601  (m)          874.67   (f) ADJ UNCH    1 2
 DA0613
 DA0613.Superseded values are not recommended for survey control.
 DA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0613.See file dsdata.txt to determine how the superseded data were derived.
 DA0613
 DA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4693748042(NAD 83)
 DA0613_MARKER: DB = BENCH MARK DISK
 DA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0613_STAMPING: L 285 1949
 DA0613_MARK LOGO: CGS   
 DA0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0613+STABILITY: SURFACE MOTION
 DA0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0613+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0613
 DA0613  HISTORY     - Date     Condition        Report By
 DA0613  HISTORY     - 1949     MONUMENTED       CGS
 DA0613  HISTORY     - 1967     GOOD             NGS
 DA0613  HISTORY     - 1980     GOOD             NGS
 DA0613  HISTORY     - 1980     GOOD             NGS
 DA0613  HISTORY     - 19941202 GOOD             USPSQD
 DA0613  HISTORY     - 20000424 GOOD             MCDOT
 DA0613  HISTORY     - 20070603 GOOD             GEOCAC
 DA0613
 DA0613                          STATION DESCRIPTION
 DA0613
 DA0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0613'4.7 MI E FROM GILA BEND.
 DA0613'4.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0613'GILA BEND, IN S 26, T 5 S, R 4 W, 0.25 MILE WEST OF SEMAPHORE 860.8, 2
 DA0613'1/2 POLES EAST OF A RAILROAD TRESTLE, 47 FEET NORTH OF THE NORTH RAIL
 DA0613'OF THE MAIN TRACK, 88 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD
 DA0613'8 FEET NORTH OF A TELEPHONE POLE, 1.0 FEET WEST OF A METAL WITNESS
 DA0613'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP
 DA0613'OF A CONCRETE POST PROJECTING 5 INCHES.
 DA0613
 DA0613                          STATION RECOVERY (1980)
 DA0613
 DA0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0613'RECOVERED IN GOOD CONDITION.
 DA0613
 DA0613                          STATION RECOVERY (1980)
 DA0613
 DA0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0613'RECOVERED IN GOOD CONDITION.
 DA0613
 DA0613                          STATION RECOVERY (1994)
 DA0613
 DA0613'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0613'RECOVERED IN GOOD CONDITION.
 DA0613
 DA0613                          STATION RECOVERY (2000)
 DA0613
 DA0613'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0613'RECOVERED AS DESCRIBED.
 DA0613
 DA0613                          STATION RECOVERY (2007)
 DA0613
 DA0613'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0681 ***********************************************************************
 ET0681  DESIGNATION -  L 286
 ET0681  PID         -  ET0681
 ET0681  STATE/COUNTY-  AZ/MOHAVE
 ET0681  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0681
 ET0681                         *CURRENT SURVEY CONTROL
 ET0681  ___________________________________________________________________
 ET0681* NAD 83(1986)-  34 30 18.     (N)    113 36 27.     (W)     SCALED    
 ET0681* NAVD 88     -       461.529  (meters)    1514.20   (feet)  POSTED    
 ET0681  ___________________________________________________________________
 ET0681  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 ET0681  DYNAMIC HT  -         461.000 (meters)    1512.46  (feet)  COMP
 ET0681  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 ET0681
 ET0681  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0681
 ET0681.The horizontal coordinates were scaled from a topographic map and have
 ET0681.an estimated accuracy of +/- 6 seconds.
 ET0681
 ET0681.The orthometric height was determined by differential leveling
 ET0681.and adjusted in November 2005.
 ET0681.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0681.rate of 1.1 thru 2.0 mm/km.
 ET0681
 ET0681.The geoid height was determined by GEOID03.
 ET0681
 ET0681.The dynamic height is computed by dividing the NAVD 88
 ET0681.geopotential number by the normal gravity value computed on the
 ET0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0681.degrees latitude (g = 980.6199 gals.).
 ET0681
 ET0681.The modeled gravity was interpolated from observed gravity values.
 ET0681
 ET0681;                    North         East    Units  Estimated Accuracy
 ET0681;SPC AZ W     -   388,690.      226,450.      MT  (+/- 180 meters Scaled)
 ET0681
 ET0681                          SUPERSEDED SURVEY CONTROL
 ET0681
 ET0681  NGVD 29 (??/??/92)  460.832  (m)         1511.91   (f) ADJ UNCH    1 2
 ET0681
 ET0681.Superseded values are not recommended for survey control.
 ET0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0681.See file dsdata.txt to determine how the superseded data were derived.
 ET0681
 ET0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD606212(NAD 83)
 ET0681_MARKER: DB = BENCH MARK DISK
 ET0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0681_STAMPING: L 286 1950
 ET0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0681+STABILITY: SURFACE MOTION
 ET0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0681+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0681
 ET0681  HISTORY     - Date     Condition        Report By
 ET0681  HISTORY     - 1950     MONUMENTED       CGS
 ET0681  HISTORY     - 20010122 GOOD             AZ-015
 ET0681
 ET0681                          STATION DESCRIPTION
 ET0681
 ET0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0681'3.1 MI NE FROM SIGNAL.
 ET0681'3.1 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0681'INTERSECTION AT SIGNAL, 0.6 MILE SOUTHWEST OF THE JUNCTION OF A DIRT
 ET0681'ROAD LEADING SOUTH TO THE ROY EATON RANCHHOUSE, 0.3 MILE NORTHEAST OF
 ET0681'THE INTERSECTION OF A NARROW DIRT ROAD, ON THE TOP OF A SMALL RIDGE
 ET0681'BETWEEN TWO WASHES, 37 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ET0681'39 FEET NORTHWEST OF A 6-INCH PALO VERDE TREE, 2.0 FEET NORTH OF A
 ET0681'WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 ET0681'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ET0681
 ET0681                          STATION RECOVERY (2001)
 ET0681
 ET0681'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0618 ***********************************************************************
 ET0618  DESIGNATION -  L 287
 ET0618  PID         -  ET0618
 ET0618  STATE/COUNTY-  AZ/MOHAVE
 ET0618  USGS QUAD   -  KAISER SPRING (1980)
 ET0618
 ET0618                         *CURRENT SURVEY CONTROL
 ET0618  ___________________________________________________________________
 ET0618* NAD 83(1986)-  34 36 45.     (N)    113 27 33.     (W)     SCALED    
 ET0618* NAVD 88     -       892.740  (meters)    2928.93   (feet)  POSTED    
 ET0618  ___________________________________________________________________
 ET0618  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 ET0618  DYNAMIC HT  -         891.650 (meters)    2925.36  (feet)  COMP
 ET0618  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 ET0618
 ET0618  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0618
 ET0618.The horizontal coordinates were scaled from a topographic map and have
 ET0618.an estimated accuracy of +/- 6 seconds.
 ET0618
 ET0618.The orthometric height was determined by differential leveling
 ET0618.and adjusted in November 2005.
 ET0618.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0618.rate of 1.1 thru 2.0 mm/km.
 ET0618
 ET0618.The geoid height was determined by GEOID03.
 ET0618
 ET0618.The dynamic height is computed by dividing the NAVD 88
 ET0618.geopotential number by the normal gravity value computed on the
 ET0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0618.degrees latitude (g = 980.6199 gals.).
 ET0618
 ET0618.The modeled gravity was interpolated from observed gravity values.
 ET0618
 ET0618;                    North         East    Units  Estimated Accuracy
 ET0618;SPC AZ W     -   400,640.      240,030.      MT  (+/- 180 meters Scaled)
 ET0618
 ET0618                          SUPERSEDED SURVEY CONTROL
 ET0618
 ET0618  NGVD 29 (??/??/92)  892.002  (m)         2926.51   (f) ADJ UNCH    1 2
 ET0618
 ET0618.Superseded values are not recommended for survey control.
 ET0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0618.See file dsdata.txt to determine how the superseded data were derived.
 ET0618
 ET0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD745328(NAD 83)
 ET0618_MARKER: DB = BENCH MARK DISK
 ET0618_SETTING: 80 = SET IN A BOULDER
 ET0618_SP_SET: BOULDER
 ET0618_STAMPING: L 287 1950
 ET0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0618+STABILITY: SURFACE MOTION
 ET0618
 ET0618  HISTORY     - Date     Condition        Report By
 ET0618  HISTORY     - 1950     MONUMENTED       CGS
 ET0618  HISTORY     - 1975     MARK NOT FOUND   USGS
 ET0618
 ET0618                          STATION DESCRIPTION
 ET0618
 ET0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0618'14.1 MI S FROM WIKIEUP.
 ET0618'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0618'WIKIEUP, THENCE 6.7 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.25
 ET0618'MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 0.2 MILE
 ET0618'NORTHEAST OF A CATTLE GUARD, 171 FEET NORTHEAST OF THE SOUTHEAST ONE
 ET0618'OF TWIN POWER LINE POLES, 88 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 ET0618'GORGE, IN THE TOP OF A BOULDER, 17 1/2 FEET NORTHWEST OF THE CENTER
 ET0618'LINE OF THE ROAD, ABOUT 9 FEET LOWER THAN THE ROAD, AND MARKED BY THE
 ET0618'WHITE PAINTED LETTERS B M.
 ET0618
 ET0618                          STATION RECOVERY (1975)
 ET0618
 ET0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0522 ***********************************************************************
 ET0522  DESIGNATION -  L 288
 ET0522  PID         -  ET0522
 ET0522  STATE/COUNTY-  AZ/YAVAPAI
 ET0522  USGS QUAD   -  MOUNT JOSH (1979)
 ET0522
 ET0522                         *CURRENT SURVEY CONTROL
 ET0522  ___________________________________________________________________
 ET0522* NAD 83(1986)-  34 37 33.     (N)    112 39 15.     (W)     SCALED    
 ET0522* NAVD 88     -      1483.707  (meters)    4867.80   (feet)  POSTED    
 ET0522  ___________________________________________________________________
 ET0522  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 ET0522  DYNAMIC HT  -        1481.720 (meters)    4861.28  (feet)  COMP
 ET0522  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 ET0522
 ET0522  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0522
 ET0522.The horizontal coordinates were scaled from a topographic map and have
 ET0522.an estimated accuracy of +/- 6 seconds.
 ET0522
 ET0522.The orthometric height was determined by differential leveling
 ET0522.and adjusted in November 2005.
 ET0522.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0522.rate of 2.1 thru 3.0 mm/km.
 ET0522
 ET0522.The geoid height was determined by GEOID03.
 ET0522
 ET0522.The dynamic height is computed by dividing the NAVD 88
 ET0522.geopotential number by the normal gravity value computed on the
 ET0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0522.degrees latitude (g = 980.6199 gals.).
 ET0522
 ET0522.The modeled gravity was interpolated from observed gravity values.
 ET0522
 ET0522;                    North         East    Units  Estimated Accuracy
 ET0522;SPC AZ C     -   402,320.      145,740.      MT  (+/- 180 meters Scaled)
 ET0522
 ET0522                          SUPERSEDED SURVEY CONTROL
 ET0522
 ET0522  NGVD 29 (??/??/92) 1482.864  (m)         4865.03   (f) ADJ UNCH    2 0
 ET0522
 ET0522.Superseded values are not recommended for survey control.
 ET0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0522.See file dsdata.txt to determine how the superseded data were derived.
 ET0522
 ET0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD483327(NAD 83)
 ET0522_MARKER: DB = BENCH MARK DISK
 ET0522_SETTING: 66 = SET IN ROCK OUTCROP
 ET0522_SP_SET: GRANITE OUTCROP
 ET0522_STAMPING: L 288 1950
 ET0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0522+STABILITY: POSITION/ELEVATION WELL
 ET0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0522+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0522
 ET0522  HISTORY     - Date     Condition        Report By
 ET0522  HISTORY     - 1950     MONUMENTED       CGS
 ET0522  HISTORY     - 1974     GOOD             USGS
 ET0522  HISTORY     - 20090122 GOOD             GEOCAC
 ET0522
 ET0522                          STATION DESCRIPTION
 ET0522
 ET0522'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0522'8.8 MI N FROM SKULL VALLEY.
 ET0522'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. NO. ALONG THE PAVED ROAD
 ET0522'TOWARD PRESCOTT, GO LEFT ON A GRADED COUNTY ROAD 2.9 MI. TO T-RD.
 ET0522'WEST, GO STRAIGHT 1.0 MI. TO T-RD. EAST, GO STRAIGHT 0.1 MI. TO
 ET0522'GRANITE OUT-CROP, AT THE SE BASE, 174 FT. NW OF THE CROSSING OF THE
 ET0522'ROAD AND TONTO WASH, 84 FT. NW OF THE CENTER LINE OF THE ROAD AND
 ET0522'ABOUT 2 FT. HIGHER.
 ET0522
 ET0522                          STATION RECOVERY (2009)
 ET0522
 ET0522'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0296 ***********************************************************************
 GR0296  DESIGNATION -  L 289
 GR0296  PID         -  GR0296
 GR0296  STATE/COUNTY-  AZ/MOHAVE
 GR0296  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0296
 GR0296                         *CURRENT SURVEY CONTROL
 GR0296  ___________________________________________________________________
 GR0296* NAD 83(1986)-  36 00 16.     (N)    114 08 02.     (W)     SCALED    
 GR0296* NAVD 88     -       387.908  (meters)    1272.66   (feet)  POSTED    
 GR0296  ___________________________________________________________________
 GR0296  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR0296  DYNAMIC HT  -         387.520 (meters)    1271.39  (feet)  COMP
 GR0296  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 GR0296
 GR0296  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0296
 GR0296.The horizontal coordinates were scaled from a topographic map and have
 GR0296.an estimated accuracy of +/- 6 seconds.
 GR0296
 GR0296.The orthometric height was determined by differential leveling
 GR0296.and adjusted by the  in 1992.
 GR0296.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0296.rate of 1.1 thru 2.0 mm/km.
 GR0296
 GR0296.The geoid height was determined by GEOID03.
 GR0296
 GR0296.The dynamic height is computed by dividing the NAVD 88
 GR0296.geopotential number by the normal gravity value computed on the
 GR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0296.degrees latitude (g = 980.6199 gals.).
 GR0296
 GR0296.The modeled gravity was interpolated from observed gravity values.
 GR0296
 GR0296;                    North         East    Units  Estimated Accuracy
 GR0296;SPC AZ W     -   555,090.      178,750.      MT  (+/- 180 meters Scaled)
 GR0296
 GR0296                          SUPERSEDED SURVEY CONTROL
 GR0296
 GR0296  NGVD 29 (??/??/92)  387.286  (m)         1270.62   (f) ADJ UNCH    1 1
 GR0296
 GR0296.Superseded values are not recommended for survey control.
 GR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0296.See file dsdata.txt to determine how the superseded data were derived.
 GR0296
 GR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV583882(NAD 83)
 GR0296_MARKER: DB = BENCH MARK DISK
 GR0296_SETTING: 80 = SET IN A BOULDER
 GR0296_SP_SET: BOULDER
 GR0296_STAMPING: L 289 1950
 GR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0296+STABILITY: SURFACE MOTION
 GR0296
 GR0296  HISTORY     - Date     Condition        Report By
 GR0296  HISTORY     - 1950     MONUMENTED       CGS
 GR0296  HISTORY     - 1964     GOOD             NGS
 GR0296
 GR0296                          STATION DESCRIPTION
 GR0296
 GR0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GR0296'0.95 MI S FROM MOUTH OF HUALPAI WAHS.
 GR0296'0.95 MILE SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 GR0296'WASH, AT THE SOUTHERLY EDGE OF GREGG BASIN, LAKE MEAD, ON THE WEST
 GR0296'SIDE OF HUALPAI WASH, IN THE TOP OF THE EAST EDGE OF A LARGE SLOPING
 GR0296'BOULDER, DIRTECTLY OPPOSITE A STEEP GRAVEL BANK, 30 FT. WEST FROM
 GR0296'CENTER OF WASH, 4 FT. ABOVE WASH BED, AND MARKED BY THE WHITE PAINTED
 GR0296'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0304 ***********************************************************************
 ES0304  DESIGNATION -  L 29
 ES0304  PID         -  ES0304
 ES0304  STATE/COUNTY-  AZ/GILA
 ES0304  USGS QUAD   -  PINE (1973)
 ES0304
 ES0304                         *CURRENT SURVEY CONTROL
 ES0304  ___________________________________________________________________
 ES0304* NAD 83(1986)-  34 23 03.     (N)    111 27 18.     (W)     SCALED    
 ES0304* NAVD 88     -      1637.280  (meters)    5371.64   (feet)  ADJUSTED  
 ES0304  ___________________________________________________________________
 ES0304  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 ES0304  DYNAMIC HT  -        1635.010 (meters)    5364.20  (feet)  COMP
 ES0304  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 ES0304
 ES0304  VERT ORDER  -  FIRST     CLASS II
 ES0304
 ES0304.The horizontal coordinates were scaled from a topographic map and have
 ES0304.an estimated accuracy of +/- 6 seconds.
 ES0304
 ES0304.The orthometric height was determined by differential leveling
 ES0304.and adjusted in June 1991.
 ES0304
 ES0304.The geoid height was determined by GEOID03.
 ES0304
 ES0304.The dynamic height is computed by dividing the NAVD 88
 ES0304.geopotential number by the normal gravity value computed on the
 ES0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0304.degrees latitude (g = 980.6199 gals.).
 ES0304
 ES0304.The modeled gravity was interpolated from observed gravity values.
 ES0304
 ES0304;                    North         East    Units  Estimated Accuracy
 ES0304;SPC AZ E     -   376,020.       94,880.      MT  (+/- 180 meters Scaled)
 ES0304
 ES0304                          SUPERSEDED SURVEY CONTROL
 ES0304
 ES0304  NGVD 29 (??/??/92) 1636.483  (m)         5369.03   (f) ADJ UNCH    1 2
 ES0304
 ES0304.Superseded values are not recommended for survey control.
 ES0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0304.See file dsdata.txt to determine how the superseded data were derived.
 ES0304
 ES0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD581048(NAD 83)
 ES0304_MARKER: DB = BENCH MARK DISK
 ES0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0304_STAMPING: L 29 1933
 ES0304_MARK LOGO: CGS   
 ES0304_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0304+STABILITY: SURFACE MOTION
 ES0304
 ES0304  HISTORY     - Date     Condition        Report By
 ES0304  HISTORY     - 1933     MONUMENTED       CGS
 ES0304  HISTORY     - 1973     GOOD             USGS
 ES0304  HISTORY     - 1982     GOOD             NGS
 ES0304  HISTORY     - 19980819 GOOD             USPSQD
 ES0304
 ES0304                          STATION DESCRIPTION
 ES0304
 ES0304'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0304'0.15 MI S FROM PINE.
 ES0304'0.15 MILE SOUTH OF THE POST OFFICE IN PINE.  100 FEET WEST OF THE
 ES0304'CENTERLINE OF THE INTERSECTION AND 45 FEET SOUTH OF SIDE STREET
 ES0304'LEADING WEST.  A STANDARD DISK STAMPED L 29 1933 AND SET IN THE TOP OF
 ES0304'A CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 ES0304
 ES0304                          STATION RECOVERY (1982)
 ES0304
 ES0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0304'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0304'0.2 KM (0.1 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0304'IN PINE, AT THE T JUNCTION OF THE FIRST ROAD NORTH OF THE BRIDGE AND
 ES0304'IN THE LAWN BETWEEN A SMALL CABIN AND A ROW OF LARGE COTTONWOOD TREES,
 ES0304'32.0 METERS (105 FT) WEST OF THE HIGHWAY CENTERLINE, 15.5 METERS (51
 ES0304'FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING WEST, 6.4 METERS (21
 ES0304'FT) WEST OF THE CENTER OF A DRIVEWAY, 6.4 METERS (21 FT) SOUTH OF THE
 ES0304'MOST EASTERLY 36 INCH COTTONWOOD TREE, 2.7 METERS (9 FT) NORTH OF THE
 ES0304'NORTHWEST CORNER OF THE CABIN.
 ES0304'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0304
 ES0304                          STATION RECOVERY (1998)
 ES0304
 ES0304'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0629 ***********************************************************************
 ET0629  DESIGNATION -  L 290
 ET0629  PID         -  ET0629
 ET0629  STATE/COUNTY-  AZ/YAVAPAI
 ET0629  USGS QUAD   -  MALPAIS MESA NE (1967)
 ET0629
 ET0629                         *CURRENT SURVEY CONTROL
 ET0629  ___________________________________________________________________
 ET0629* NAD 83(1986)-  34 27 38.     (N)    113 02 20.     (W)     SCALED    
 ET0629* NAVD 88     -       750.273  (meters)    2461.52   (feet)  POSTED    
 ET0629  ___________________________________________________________________
 ET0629  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 ET0629  DYNAMIC HT  -         749.360 (meters)    2458.53  (feet)  COMP
 ET0629  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 ET0629
 ET0629  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0629
 ET0629.The horizontal coordinates were scaled from a topographic map and have
 ET0629.an estimated accuracy of +/- 6 seconds.
 ET0629
 ET0629.The orthometric height was determined by differential leveling
 ET0629.and adjusted in November 2005.
 ET0629.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0629.rate of 0.0 thru 1.0 mm/km.
 ET0629
 ET0629.The geoid height was determined by GEOID03.
 ET0629
 ET0629.The dynamic height is computed by dividing the NAVD 88
 ET0629.geopotential number by the normal gravity value computed on the
 ET0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0629.degrees latitude (g = 980.6199 gals.).
 ET0629
 ET0629.The modeled gravity was interpolated from observed gravity values.
 ET0629
 ET0629;                    North         East    Units  Estimated Accuracy
 ET0629;SPC AZ C     -   384,310.      110,260.      MT  (+/- 180 meters Scaled)
 ET0629
 ET0629                          SUPERSEDED SURVEY CONTROL
 ET0629
 ET0629  NGVD 29 (??/??/92)  749.553  (m)         2459.16   (f) ADJ UNCH    1 2
 ET0629
 ET0629.Superseded values are not recommended for survey control.
 ET0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0629.See file dsdata.txt to determine how the superseded data were derived.
 ET0629
 ET0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD127151(NAD 83)
 ET0629_MARKER: DB = BENCH MARK DISK
 ET0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0629_SP_SET: CULVERT
 ET0629_STAMPING: L 290 19950
 ET0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0629+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0629
 ET0629  HISTORY     - Date     Condition        Report By
 ET0629  HISTORY     - 1950     MONUMENTED       CGS
 ET0629  HISTORY     - 20080803 GOOD             GEOCAC
 ET0629
 ET0629                          STATION DESCRIPTION
 ET0629
 ET0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0629'9.9 MI NW FROM HILLSIDE.
 ET0629'9.9 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0629'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, ON A SMALL ROCKY
 ET0629'KNOLL, IN THE TOP OF A GRANITE BOULDER, 158.9 FEET NORTHWEST OF THE
 ET0629'NORTHWEST END OF THE NORTH HEAD WALL OF A 10- BY 10-FOOT CONCRETE BOX
 ET0629'CULVERT, 94 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19.7
 ET0629'FEET NORTHEAST OF A FENCE, 18 FEET WEST OF THE APPROXIMATE CENTER OF A
 ET0629'SHALLOW DRY WASH, ABOUT 6 FEET LOWER THAN THE HIGHWAY, AND MARKED BY
 ET0629'THE WHITE PAINTED LETTERS B M.
 ET0629
 ET0629                          STATION RECOVERY (2008)
 ET0629
 ET0629'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0629'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0629'27.644' W113 02.338'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0516 ***********************************************************************
 CZ0516  DESIGNATION -  L 291
 CZ0516  PID         -  CZ0516
 CZ0516  STATE/COUNTY-  AZ/PIMA
 CZ0516  USGS QUAD   -  MARANA (1992)
 CZ0516
 CZ0516                         *CURRENT SURVEY CONTROL
 CZ0516  ___________________________________________________________________
 CZ0516* NAD 83(1986)-  32 24 47.     (N)    111 08 51.     (W)     SCALED    
 CZ0516* NAVD 88     -       628.59   (+/-2cm)    2062.3    (feet)  VERTCON   
 CZ0516  ___________________________________________________________________
 CZ0516  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0516  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0516
 CZ0516.The horizontal coordinates were scaled from a topographic map and have
 CZ0516.an estimated accuracy of +/- 6 seconds.
 CZ0516
 CZ0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0516.The vertical order pertains to the NGVD 29 superseded value.
 CZ0516
 CZ0516.The geoid height was determined by GEOID03.
 CZ0516
 CZ0516;                    North         East    Units  Estimated Accuracy
 CZ0516;SPC AZ C     -   156,930.      285,710.      MT  (+/- 180 meters Scaled)
 CZ0516
 CZ0516                          SUPERSEDED SURVEY CONTROL
 CZ0516
 CZ0516  NGVD 29 (??/??/92)  627.956  (m)         2060.22   (f) ADJ UNCH    1 2
 CZ0516
 CZ0516.Superseded values are not recommended for survey control.
 CZ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0516.See file dsdata.txt to determine how the superseded data were derived.
 CZ0516
 CZ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA861862(NAD 83)
 CZ0516_MARKER: DB = BENCH MARK DISK
 CZ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0516_STAMPING: L 291 1951
 CZ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0516+STABILITY: SURFACE MOTION
 CZ0516
 CZ0516  HISTORY     - Date     Condition        Report By
 CZ0516  HISTORY     - 1951     MONUMENTED       CGS
 CZ0516  HISTORY     - 1960     GOOD             NGS
 CZ0516  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0516  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 CZ0516  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0516
 CZ0516                          STATION DESCRIPTION
 CZ0516
 CZ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0516'0.2 MI SE FROM RILLITO.
 CZ0516'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0516'RAILROAD FROM THE RAILROAD STATION AT RILLITO, 2 POLES NORTHWEST OF
 CZ0516'RAILROAD MILE POST 967, 163 FEET NORTHEAST OF THE CENTERLINE OF THE
 CZ0516'NORTHWEST BOUND HIGHWAY TRAFFIC LANE, 65 FEET SOUTHWEST OF THE
 CZ0516'SOUTHWEST RAIL OF THE MAIN TRACK, 3.7 FEET NORTHWEST OF TELEPHONE POLE
 CZ0516'24, 2.2 FEET SOUTHEAST OF A WITNESS POST, IN THE TOP OF A CONCRETE
 CZ0516'POST PROJECTING 0.5 FOOT ABOVE GROUND, AND ABOUT 1 1/2 FEET LOWER THAN
 CZ0516'THE TRACK IN ELEVATION.
 CZ0516
 CZ0516                          STATION RECOVERY (1960)
 CZ0516
 CZ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0516'RECOVERED IN GOOD CONDITION.
 CZ0516
 CZ0516                          STATION RECOVERY (1980)
 CZ0516
 CZ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0516'THE AREA DESCRIBED HAS BEEN GRADED AND THE MARK IS BELIEVED DESTROYED.
 CZ0516
 CZ0516                          STATION RECOVERY (1996)
 CZ0516
 CZ0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0516'MARK NOT FOUND.
 CZ0516
 CZ0516                          STATION RECOVERY (2006)
 CZ0516
 CZ0516'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0516'NO MONUMENT RECOVERED NEAR ANY OF THE POLES IN THE VICINITY. ASSUMED
 CZ0516'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0636 ***********************************************************************
 CZ0636  DESIGNATION -  L 294
 CZ0636  PID         -  CZ0636
 CZ0636  STATE/COUNTY-  AZ/PIMA
 CZ0636  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0636
 CZ0636                         *CURRENT SURVEY CONTROL
 CZ0636  ___________________________________________________________________
 CZ0636* NAD 83(1986)-  32 22 45.     (N)    111 17 56.     (W)     SCALED    
 CZ0636* NAVD 88     -       612.62   (+/-2cm)    2009.9    (feet)  VERTCON   
 CZ0636  ___________________________________________________________________
 CZ0636  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0636
 CZ0636.The horizontal coordinates were scaled from a topographic map and have
 CZ0636.an estimated accuracy of +/- 6 seconds.
 CZ0636
 CZ0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0636.The vertical order pertains to the NGVD 29 superseded value.
 CZ0636
 CZ0636.The geoid height was determined by GEOID03.
 CZ0636
 CZ0636;                    North         East    Units  Estimated Accuracy
 CZ0636;SPC AZ C     -   153,080.      271,490.      MT  (+/- 180 meters Scaled)
 CZ0636
 CZ0636                          SUPERSEDED SURVEY CONTROL
 CZ0636
 CZ0636  NGVD 29 (??/??/92)  612.042  (m)         2008.01   (f) ADJ UNCH    2 0
 CZ0636
 CZ0636.Superseded values are not recommended for survey control.
 CZ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0636.See file dsdata.txt to determine how the superseded data were derived.
 CZ0636
 CZ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA718825(NAD 83)
 CZ0636_MARKER: DB = BENCH MARK DISK
 CZ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0636_STAMPING: L 294 1951
 CZ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0636+STABILITY: SURFACE MOTION
 CZ0636
 CZ0636  HISTORY     - Date     Condition        Report By
 CZ0636  HISTORY     - 1951     MONUMENTED       CGS
 CZ0636  HISTORY     - 1962     GOOD             NGS
 CZ0636
 CZ0636                          STATION DESCRIPTION
 CZ0636
 CZ0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0636'15.5 MI W FROM CORTARO.
 CZ0636'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0636'CORTARO, THENCE 10.8 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.5
 CZ0636'MILE SOUTH ALONG AN OILED ROAD TO A CATTLE GUARD, THENCE 0.5 MILE
 CZ0636'SOUTHEAST ALONG THE EAST EDGE OF THE MARANA AUX. AIRPORT (NOW
 CZ0636'ABANDONED), 33.6 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD, 2.2
 CZ0636'FEET SOUTH OF A WHITE WITNESS POST, A BRONZE DISK SET IN THE TOP OF A
 CZ0636'12X12-INCH CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0754 ***********************************************************************
 CZ0754  DESIGNATION -  L 295
 CZ0754  PID         -  CZ0754
 CZ0754  STATE/COUNTY-  AZ/PIMA
 CZ0754  USGS QUAD   -  MARANA (1992)
 CZ0754
 CZ0754                         *CURRENT SURVEY CONTROL
 CZ0754  ___________________________________________________________________
 CZ0754* NAD 83(1986)-  32 23 46.     (N)    111 08 40.     (W)     SCALED    
 CZ0754* NAVD 88     -       649.866  (meters)    2132.10   (feet)  ADJUSTED  
 CZ0754  ___________________________________________________________________
 CZ0754  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CZ0754  DYNAMIC HT  -         649.005 (meters)    2129.28  (feet)  COMP
 CZ0754  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 CZ0754
 CZ0754  VERT ORDER  -  FIRST     CLASS II
 CZ0754
 CZ0754.The horizontal coordinates were scaled from a topographic map and have
 CZ0754.an estimated accuracy of +/- 6 seconds.
 CZ0754
 CZ0754.The orthometric height was determined by differential leveling
 CZ0754.and adjusted in June 1991.
 CZ0754
 CZ0754.The geoid height was determined by GEOID03.
 CZ0754
 CZ0754.The dynamic height is computed by dividing the NAVD 88
 CZ0754.geopotential number by the normal gravity value computed on the
 CZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0754.degrees latitude (g = 980.6199 gals.).
 CZ0754
 CZ0754.The modeled gravity was interpolated from observed gravity values.
 CZ0754
 CZ0754;                    North         East    Units  Estimated Accuracy
 CZ0754;SPC AZ C     -   155,050.      286,010.      MT  (+/- 180 meters Scaled)
 CZ0754
 CZ0754                          SUPERSEDED SURVEY CONTROL
 CZ0754
 CZ0754  NGVD 29 (??/??/92)  649.221  (m)         2129.99   (f) ADJ UNCH    1 2
 CZ0754
 CZ0754.Superseded values are not recommended for survey control.
 CZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0754.See file dsdata.txt to determine how the superseded data were derived.
 CZ0754
 CZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA864843(NAD 83)
 CZ0754_MARKER: DB = BENCH MARK DISK
 CZ0754_SETTING: 80 = SET IN A BOULDER
 CZ0754_SP_SET: BOULDER
 CZ0754_STAMPING: L 295 1951
 CZ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0754+STABILITY: SURFACE MOTION
 CZ0754
 CZ0754  HISTORY     - Date     Condition        Report By
 CZ0754  HISTORY     - 1951     MONUMENTED       CGS
 CZ0754  HISTORY     - 1980     GOOD             NGS
 CZ0754
 CZ0754                          STATION DESCRIPTION
 CZ0754
 CZ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0754'2.2 MI S FROM RILLITO.
 CZ0754'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0754'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0754'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 0.7 MILE SOUTHEAST
 CZ0754'ALONG SILVER BELL ROAD, 0.4 MILE SOUTHEAST OF A CATTLE GUARD, 0.1 MILE
 CZ0754'NORTHWEST OF A SUMMIT OF A PASS, AND IN THE TOP OF A 6 BY 8 FEET SAND
 CZ0754'STONE BOULDER PROJECTING 5 FEET ABOVE THE GROUND, 25 1/2 FEET
 CZ0754'NORTHEAST OF THE CENTER LINE OF SILVER BELL ROAD, AND ABOUT 6 FEET
 CZ0754'HIGHER THAN THE ROAD.
 CZ0754
 CZ0754                          STATION RECOVERY (1980)
 CZ0754
 CZ0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0754'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0754'RAILROAD FROM THE STATION AT TUCSON, THENCE 2.0 KILOMETERS (1.2 MILES)
 CZ0754'WEST ALONG AVRA VALLEY ROAD, THENCE 1.0 KILOMETER (0.6 MILES)
 CZ0754'SOUTHWEST ALONG A PRIVATE ROAD BELONGING TO THE ARIZONA PORTLAND
 CZ0754'CEMENT COMPANY, THENCE 1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG A
 CZ0754'PRIVATE GRAVEL ROAD,
 CZ0754'SET IN TOP OF A 1.8 BY 1.8 METER (6 BY 6 FOOT) BOULDER PROJECTING
 CZ0754'1.2 METERS (4.O FEET), 1.5 METERS (5.0 FEET) ABOVE THE GRAVELED
 CZ0754'ROAD, 8.5 METERS (27.9 FEET) NORTHEAST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0667 ***********************************************************************
 CZ0667  DESIGNATION -  L 296
 CZ0667  PID         -  CZ0667
 CZ0667  STATE/COUNTY-  AZ/PIMA
 CZ0667  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0667
 CZ0667                         *CURRENT SURVEY CONTROL
 CZ0667  ___________________________________________________________________
 CZ0667* NAD 83(1986)-  32 11 24.     (N)    111 17 00.     (W)     SCALED    
 CZ0667* NAVD 88     -       706.63   (+/-2cm)    2318.3    (feet)  VERTCON   
 CZ0667  ___________________________________________________________________
 CZ0667  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0667
 CZ0667.The horizontal coordinates were scaled from a topographic map and have
 CZ0667.an estimated accuracy of +/- 6 seconds.
 CZ0667
 CZ0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0667.The vertical order pertains to the NGVD 29 superseded value.
 CZ0667
 CZ0667.The geoid height was determined by GEOID03.
 CZ0667
 CZ0667;                    North         East    Units  Estimated Accuracy
 CZ0667;SPC AZ C     -   132,110.      273,080.      MT  (+/- 180 meters Scaled)
 CZ0667
 CZ0667                          SUPERSEDED SURVEY CONTROL
 CZ0667
 CZ0667  NGVD 29 (??/??/92)  705.988  (m)         2316.23   (f) ADJ UNCH    2 0
 CZ0667
 CZ0667.Superseded values are not recommended for survey control.
 CZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0667.See file dsdata.txt to determine how the superseded data were derived.
 CZ0667
 CZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA732615(NAD 83)
 CZ0667_MARKER: DB = BENCH MARK DISK
 CZ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0667_STAMPING: L 296 1951
 CZ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0667+STABILITY: SURFACE MOTION
 CZ0667
 CZ0667  HISTORY     - Date     Condition        Report By
 CZ0667  HISTORY     - 1951     MONUMENTED       CGS
 CZ0667  HISTORY     - 1975     GOOD             USGS
 CZ0667
 CZ0667                          STATION DESCRIPTION
 CZ0667
 CZ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0667'22.9 MI W FROM TUCSON.
 CZ0667'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0667'HIGHWAY 86, THENCE 3.8 MILES NORTHWEST ALONG A DIRT ROAD TO A WATER
 CZ0667'TANK AT PHILLIPS RANCH, THENCE 4.4 MILES WEST AND NORTH TO A T
 CZ0667'JUNCTION OF A DIM TRACK ROAD LEADING NORTH, THENCE 0.5 MILE NORTH TO
 CZ0667'AN EAST-WEST FENCE AT THE EDGE OF AN INDIAN RESERVATION, THENCE 0.6
 CZ0667'MILE WEST ALONG THE SOUTH SIDE OF THE FENCE, 0.5 MILE NORTH OF DOLSONS
 CZ0667'RANCH HOUSE, 0.45 MILE EAST OF PAPAGO INDIAN RESERVATION GATE, 0.1
 CZ0667'MILE SOUTHEAST OF THE RUINS OF A FARM HOUSE AND TANK, 218 FEET WEST OF
 CZ0667'THE CENTER OF A T JUNCTION OF A ROAD LEADING SOUTH, 20 1/2 FEET NORTH
 CZ0667'OF THE CENTER LINE OF THE TRACK ROAD, 4.3 FEET WEST OF A WITNESS POST,
 CZ0667'1.5 FEET SOUTH OF A FENCE AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 CZ0667'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ0667'GROUND.
 CZ0667
 CZ0667                          STATION RECOVERY (1975)
 CZ0667
 CZ0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0667'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0667'(N.) ON SANDARIO RD. 4.3 MI TO T-RD. TURN LEFT (W.) 3.6 MI TO RD.
 CZ0667'FORK (0.6 MI E. OF DONALDSON RANCH). TURN RIGHT (N.) 0.5 MI TO
 CZ0667'EAST-WEST FENCE. TURN LEFT (W.) 0.65 MI ALONG SOUTH SIDE OF FENCE
 CZ0667'(0.5 MI N. OF DONALDSON RANCH HOUSE). 60 FT NORTH OF EAST-WEST FENCE
 CZ0667'ON LEVEE, 1.5 FT SOUTH OF EAST-WEST FENCE LINE. SET IN TOP OF
 CZ0667'CONCRETE POST FLUSH WITH GROUND. NGS DISK STAMPED L 296 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1128 ***********************************************************************
 CZ1128  DESIGNATION -  L 297
 CZ1128  PID         -  CZ1128
 CZ1128  STATE/COUNTY-  AZ/PINAL
 CZ1128  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1128
 CZ1128                         *CURRENT SURVEY CONTROL
 CZ1128  ___________________________________________________________________
 CZ1128* NAD 83(1986)-  32 50 25.     (N)    111 59 52.     (W)     SCALED    
 CZ1128* NAVD 88     -       424.03   (+/-2cm)    1391.2    (feet)  VERTCON   
 CZ1128  ___________________________________________________________________
 CZ1128  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1128
 CZ1128.The horizontal coordinates were scaled from a topographic map and have
 CZ1128.an estimated accuracy of +/- 6 seconds.
 CZ1128
 CZ1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1128.The vertical order pertains to the NGVD 29 superseded value.
 CZ1128
 CZ1128.The geoid height was determined by GEOID03.
 CZ1128
 CZ1128;                    North         East    Units  Estimated Accuracy
 CZ1128;SPC AZ C     -   204,040.      205,770.      MT  (+/- 180 meters Scaled)
 CZ1128
 CZ1128                          SUPERSEDED SURVEY CONTROL
 CZ1128
 CZ1128  NGVD 29 (??/??/92)  423.433  (m)         1389.21   (f) ADJ UNCH    2 0
 CZ1128
 CZ1128.Superseded values are not recommended for survey control.
 CZ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1128.See file dsdata.txt to determine how the superseded data were derived.
 CZ1128
 CZ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066340(NAD 83)
 CZ1128_MARKER: DB = BENCH MARK DISK
 CZ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1128_STAMPING: L 297 1951
 CZ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1128+STABILITY: SURFACE MOTION
 CZ1128
 CZ1128  HISTORY     - Date     Condition        Report By
 CZ1128  HISTORY     - 1951     MONUMENTED       CGS
 CZ1128  HISTORY     - 1971     GOOD             NGS
 CZ1128
 CZ1128                          STATION DESCRIPTION
 CZ1128
 CZ1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1128'4.9 MI SW FROM STANFIELD.
 CZ1128'2.1 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE IN
 CZ1128'STANFIELD, THENCE 2.8 MILES SOUTH ALONG GRAVELED ROAD TO THE CORNER OF
 CZ1128'SECTION 1, 6, 12, 7, 12 FEET WEST OF THE CENTER OF THE ROAD, 10 FEET
 CZ1128'SOUTH OF THE SOUTH GATE POST AND 1.5 WEST OF A METAL WITNESS POST WITH
 CZ1128'SIGN, SET IN THE TOP OF ROUND CONCRETE MONUMENT PROJECTING 4 INCHES.
 CZ1128'CORNER OF NE 1/4, SEC 12, T 7 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0496 ***********************************************************************
 DA0496  DESIGNATION -  L 298
 DA0496  PID         -  DA0496
 DA0496  STATE/COUNTY-  AZ/MARICOPA
 DA0496  USGS QUAD   -  GILA BEND (1973)
 DA0496
 DA0496                         *CURRENT SURVEY CONTROL
 DA0496  ___________________________________________________________________
 DA0496* NAD 83(1986)-  32 56 40.     (N)    112 42 57.     (W)     SCALED    
 DA0496* NAVD 88     -       227.343  (meters)     745.87   (feet)  ADJUSTED  
 DA0496  ___________________________________________________________________
 DA0496  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0496  DYNAMIC HT  -         227.075 (meters)     745.00  (feet)  COMP
 DA0496  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 DA0496
 DA0496  VERT ORDER  -  FIRST     CLASS II
 DA0496
 DA0496.The horizontal coordinates were scaled from a topographic map and have
 DA0496.an estimated accuracy of +/- 6 seconds.
 DA0496
 DA0496.The orthometric height was determined by differential leveling
 DA0496.and adjusted in June 1991.
 DA0496
 DA0496.The geoid height was determined by GEOID03.
 DA0496
 DA0496.The dynamic height is computed by dividing the NAVD 88
 DA0496.geopotential number by the normal gravity value computed on the
 DA0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0496.degrees latitude (g = 980.6199 gals.).
 DA0496
 DA0496.The modeled gravity was interpolated from observed gravity values.
 DA0496
 DA0496;                    North         East    Units  Estimated Accuracy
 DA0496;SPC AZ C     -   215,870.      138,640.      MT  (+/- 180 meters Scaled)
 DA0496
 DA0496                          SUPERSEDED SURVEY CONTROL
 DA0496
 DA0496  NGVD 29 (??/??/92)  226.781  (m)          744.03   (f) ADJ UNCH    1 2
 DA0496
 DA0496.Superseded values are not recommended for survey control.
 DA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0496.See file dsdata.txt to determine how the superseded data were derived.
 DA0496
 DA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB396464(NAD 83)
 DA0496_MARKER: DB = BENCH MARK DISK
 DA0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0496_SP_SET: CURB
 DA0496_STAMPING: L 298 1951
 DA0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0496
 DA0496  HISTORY     - Date     Condition        Report By
 DA0496  HISTORY     - 1951     MONUMENTED       CGS
 DA0496  HISTORY     - 1953     GOOD             NGS
 DA0496  HISTORY     - 1980     GOOD             NGS
 DA0496  HISTORY     - 1980     GOOD             NGS
 DA0496  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 DA0496  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DA0496
 DA0496                          STATION DESCRIPTION
 DA0496
 DA0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0496'IN GILA BEND.
 DA0496'AT GILA BEN, 0.05 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY
 DA0496'RAILROAD FROM THE STATION, THENCE 0.05 MILE SOUTH ALONG STATE HIGHWAY
 DA0496'85, AT A CONCRETE BRIDGE OVER GILISPI LAND AND IRRIGATION CANAL, IN
 DA0496'THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURB, 11.3 FEET WEST OF
 DA0496'THE CENTER LINE OF THE HIGHWAY, 8.0 FEET NORTH OF THE SOUTH END OF THE
 DA0496'CURB, AND 0.8 FOOT HIGHER THAN THE HIGHWAY.
 DA0496
 DA0496                          STATION RECOVERY (1980)
 DA0496
 DA0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0496'RECOVERED IN GOOD CONDITION.
 DA0496
 DA0496                          STATION RECOVERY (1980)
 DA0496
 DA0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0496'RECOVERED IN GOOD CONDITION.
 DA0496
 DA0496                          STATION RECOVERY (1994)
 DA0496
 DA0496'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0496'MARK NOT FOUND.
 DA0496
 DA0496                          STATION RECOVERY (2007)
 DA0496
 DA0496'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0496'THE BRIDGE CURBS HAVE BEEN UPGRADED TO THREE FOOT HIGH, SOLID CONCRETE
 DA0496'RAILINGS. THE MARK HAS EITHER BEEN COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1153 ***********************************************************************
 CZ1153  DESIGNATION -  L 299
 CZ1153  PID         -  CZ1153
 CZ1153  STATE/COUNTY-  AZ/PINAL
 CZ1153  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1153
 CZ1153                         *CURRENT SURVEY CONTROL
 CZ1153  ___________________________________________________________________
 CZ1153* NAD 83(1986)-  32 43 59.     (N)    111 49 17.     (W)     SCALED    
 CZ1153* NAVD 88     -       439.17   (+/-2cm)    1440.8    (feet)  VERTCON   
 CZ1153  ___________________________________________________________________
 CZ1153  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1153
 CZ1153.The horizontal coordinates were scaled from a topographic map and have
 CZ1153.an estimated accuracy of +/- 6 seconds.
 CZ1153
 CZ1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1153.The vertical order pertains to the NGVD 29 superseded value.
 CZ1153
 CZ1153.The geoid height was determined by GEOID03.
 CZ1153
 CZ1153;                    North         East    Units  Estimated Accuracy
 CZ1153;SPC AZ C     -   192,150.      222,290.      MT  (+/- 180 meters Scaled)
 CZ1153
 CZ1153                          SUPERSEDED SURVEY CONTROL
 CZ1153
 CZ1153  NGVD 29 (??/??/92)  438.572  (m)         1438.88   (f) ADJ UNCH    2 0
 CZ1153
 CZ1153.Superseded values are not recommended for survey control.
 CZ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1153.See file dsdata.txt to determine how the superseded data were derived.
 CZ1153
 CZ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB230219(NAD 83)
 CZ1153_MARKER: DB = BENCH MARK DISK
 CZ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1153_STAMPING: L 299 1952
 CZ1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1153+STABILITY: SURFACE MOTION
 CZ1153
 CZ1153  HISTORY     - Date     Condition        Report By
 CZ1153  HISTORY     - 1952     MONUMENTED       CGS
 CZ1153  HISTORY     - 1966     GOOD             NGS
 CZ1153
 CZ1153                          STATION DESCRIPTION
 CZ1153
 CZ1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1153'3.1 MI W FROM CHIU CHUISCHU.
 CZ1153'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1153'OF CHIU CHUISCHU, THENCE 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1153'ROAD, THENCE 2.2 MILES WEST ALONG A TRACK ROAD, AT THE Y JUNCTION OF A
 CZ1153'DIM TRACK ROAD LEADING SOUTHWEST, 0.15 MILE EAST OF THE SOUTH END OF A
 CZ1153'LEVEE, 49 1/2 FEET NORTHWEST OF A DIM TRACK ROAD, 25 FEET NORTHWEST OF
 CZ1153'THE TRACK ROAD, 1.6 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP
 CZ1153'OF A CONCRETE POST PROJECTING 0.L FOOT ABOVE THE GROUND.
 CZ1153
 CZ1153                          STATION RECOVERY (1966)
 CZ1153
 CZ1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0176 ***********************************************************************
 FQ0176  DESIGNATION -  L 3
 FQ0176  PID         -  FQ0176
 FQ0176  STATE/COUNTY-  AZ/COCONINO
 FQ0176  USGS QUAD   -  BABBITT WASH (1983)
 FQ0176
 FQ0176                         *CURRENT SURVEY CONTROL
 FQ0176  ___________________________________________________________________
 FQ0176* NAD 83(1986)-  35 11 22.     (N)    111 11 20.     (W)     SCALED    
 FQ0176* NAVD 88     -      1672.882  (meters)    5488.45   (feet)  POSTED    
 FQ0176  ___________________________________________________________________
 FQ0176  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FQ0176  DYNAMIC HT  -        1670.640 (meters)    5481.09  (feet)  COMP
 FQ0176  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 FQ0176
 FQ0176  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0176
 FQ0176.The horizontal coordinates were scaled from a topographic map and have
 FQ0176.an estimated accuracy of +/- 6 seconds.
 FQ0176
 FQ0176.The orthometric height was determined by differential leveling
 FQ0176.and adjusted by the  in 1992.
 FQ0176.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0176.rate of 0.0 thru 1.0 mm/km.
 FQ0176
 FQ0176.The geoid height was determined by GEOID03.
 FQ0176
 FQ0176.The dynamic height is computed by dividing the NAVD 88
 FQ0176.geopotential number by the normal gravity value computed on the
 FQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0176.degrees latitude (g = 980.6199 gals.).
 FQ0176
 FQ0176.The modeled gravity was interpolated from observed gravity values.
 FQ0176
 FQ0176;                    North         East    Units  Estimated Accuracy
 FQ0176;SPC AZ C     -   464,830.      279,640.      MT  (+/- 180 meters Scaled)
 FQ0176
 FQ0176                          SUPERSEDED SURVEY CONTROL
 FQ0176
 FQ0176  NGVD 29 (??/??/92) 1672.028  (m)         5485.65   (f) ADJ UNCH    1 2
 FQ0176
 FQ0176.Superseded values are not recommended for survey control.
 FQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0176.See file dsdata.txt to determine how the superseded data were derived.
 FQ0176
 FQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD828940(NAD 83)
 FQ0176_MARKER: B = BOLT
 FQ0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0176_SP_SET: ABUTMENT
 FQ0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0176
 FQ0176  HISTORY     - Date     Condition        Report By
 FQ0176  HISTORY     - UNK      MONUMENTED       CGS
 FQ0176  HISTORY     - 1955     GOOD             NGS
 FQ0176
 FQ0176                          STATION DESCRIPTION
 FQ0176
 FQ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0176'1.3 MI W FROM HIBBARD.
 FQ0176'1.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0176'THE STATION AT HIBBARD, COCONINO COUNTY, 5 POLES WEST OF MILEPOST 316,
 FQ0176'AT BRIDGE A 317, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 1
 FQ0176'FOOT FROM THE FACE, AND 7-1/2 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0176'TRACK.  A COPPER BOLT, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0144 ***********************************************************************
 DA0144  DESIGNATION -  L 300
 DA0144  PID         -  DA0144
 DA0144  STATE/COUNTY-  AZ/PINAL
 DA0144  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0144
 DA0144                         *CURRENT SURVEY CONTROL
 DA0144  ___________________________________________________________________
 DA0144* NAD 83(1986)-  32 58 10.     (N)    112 02 52.     (W)     SCALED    
 DA0144* NAVD 88     -       373.43   (+/-2cm)    1225.2    (feet)  VERTCON   
 DA0144  ___________________________________________________________________
 DA0144  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0144
 DA0144.The horizontal coordinates were scaled from a topographic map and have
 DA0144.an estimated accuracy of +/- 6 seconds.
 DA0144
 DA0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0144.The vertical order pertains to the NGVD 29 superseded value.
 DA0144
 DA0144.The geoid height was determined by GEOID03.
 DA0144
 DA0144;                    North         East    Units  Estimated Accuracy
 DA0144;SPC AZ C     -   218,370.      201,100.      MT  (+/- 180 meters Scaled)
 DA0144
 DA0144                          SUPERSEDED SURVEY CONTROL
 DA0144
 DA0144  NGVD 29 (??/??/92)  372.875  (m)         1223.34   (f) ADJ UNCH    2 0
 DA0144
 DA0144.Superseded values are not recommended for survey control.
 DA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0144.See file dsdata.txt to determine how the superseded data were derived.
 DA0144
 DA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB020483(NAD 83)
 DA0144_MARKER: DB = BENCH MARK DISK
 DA0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0144_STAMPING: L 300 1952
 DA0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0144+STABILITY: SURFACE MOTION
 DA0144
 DA0144  HISTORY     - Date     Condition        Report By
 DA0144  HISTORY     - 1952     MONUMENTED       CGS
 DA0144  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0144
 DA0144                          STATION DESCRIPTION
 DA0144
 DA0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0144'10.6 MI NW FROM STANFIELD.
 DA0144'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0144'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0144'3.0 MILES WEST ALONG THE MILLER ROAD, THENCE 2.0 MILES NORTH ALONG THE
 DA0144'MARICOPA ROAD, 47 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 1/2
 DA0144'FEET SOUTH OF A POWER LINE POLE, 1.4 FEET WESTOF A FENCE, 1.8 FEET
 DA0144'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0144'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND 3 FEET LOWER THAN THE ROAD.
 DA0144
 DA0144                          STATION RECOVERY (1963)
 DA0144
 DA0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0752 ***********************************************************************
 CZ0752  DESIGNATION -  L 301
 CZ0752  PID         -  CZ0752
 CZ0752  STATE/COUNTY-  AZ/PIMA
 CZ0752  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0752
 CZ0752                         *CURRENT SURVEY CONTROL
 CZ0752  ___________________________________________________________________
 CZ0752* NAD 83(1986)-  32 14 03.     (N)    111 20 15.     (W)     SCALED    
 CZ0752* NAVD 88     -       692.68   (+/-2cm)    2272.6    (feet)  VERTCON   
 CZ0752  ___________________________________________________________________
 CZ0752  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0752
 CZ0752.The horizontal coordinates were scaled from a topographic map and have
 CZ0752.an estimated accuracy of +/- 6 seconds.
 CZ0752
 CZ0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0752.The vertical order pertains to the NGVD 29 superseded value.
 CZ0752
 CZ0752.The geoid height was determined by GEOID03.
 CZ0752
 CZ0752;                    North         East    Units  Estimated Accuracy
 CZ0752;SPC AZ C     -   136,980.      267,940.      MT  (+/- 180 meters Scaled)
 CZ0752
 CZ0752                          SUPERSEDED SURVEY CONTROL
 CZ0752
 CZ0752  NGVD 29 (??/??/92)  692.055  (m)         2270.52   (f) ADJ UNCH    2 0
 CZ0752
 CZ0752.Superseded values are not recommended for survey control.
 CZ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0752.See file dsdata.txt to determine how the superseded data were derived.
 CZ0752
 CZ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA682664(NAD 83)
 CZ0752_MARKER: DB = BENCH MARK DISK
 CZ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0752_STAMPING: L 301 1951
 CZ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0752+STABILITY: SURFACE MOTION
 CZ0752
 CZ0752  HISTORY     - Date     Condition        Report By
 CZ0752  HISTORY     - 1951     MONUMENTED       CGS
 CZ0752  HISTORY     - 1975     GOOD             USGS
 CZ0752
 CZ0752                          STATION DESCRIPTION
 CZ0752
 CZ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0752'24.1 MI W FROM TUCSON.
 CZ0752'8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE TUCSON
 CZ0752'MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE 6.4
 CZ0752'MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0752'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0752'ALONG A DIRT ROAD TO A NORTH-SOUTH POWER LINE AND A T JUNCTION OF A
 CZ0752'ROAD, THENCE 0.4 MILE SOUTH ALONG A POWER LINE TO AN INTERSECTION,
 CZ0752'THENCE 3.8 MILES WEST ALONG A DIRT ROAD, AT A Y JUNCTION OF A MAIN
 CZ0752'ROAD AND A TRACK ROAD LEADING NORTH AND SET IN THE FORK OF THE Y
 CZ0752'JUNCTION, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD
 CZ0752'LEADING NORTH, 31 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 CZ0752'2 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CZ0752'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0752'THE GROUND.
 CZ0752
 CZ0752                          STATION RECOVERY (1975)
 CZ0752
 CZ0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0752'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0752'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0752'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0752'BEND. TURN LEFT, THROUGH GATE, THENCE SOUTH-SOUTHWEST ALONG MAIN RD.
 CZ0752'0.15 MI TO FORK. BEAR RIGHT (W.) 3.8 MI TO RD. FORK. 80 FT W. OF
 CZ0752'FORK, 30 FT NW. OF MAIN TRACK RD. SET IN TOP OF A CONCRETE POST
 CZ0752'PROJECTING 0.5 FT. NGS DISK STAMPED L 301 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0540 ***********************************************************************
 CG0540  DESIGNATION -  L 302
 CG0540  PID         -  CG0540
 CG0540  STATE/COUNTY-  AZ/PIMA
 CG0540  USGS QUAD   -  WILBUR CANYON (1980)
 CG0540
 CG0540                         *CURRENT SURVEY CONTROL
 CG0540  ___________________________________________________________________
 CG0540* NAD 83(1986)-  31 35 08.     (N)    111 28 07.     (W)     SCALED    
 CG0540* NAVD 88     -      1081.69   (+/-2cm)    3548.8    (feet)  VERTCON   
 CG0540  ___________________________________________________________________
 CG0540  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CG0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0540
 CG0540.The horizontal coordinates were scaled from a topographic map and have
 CG0540.an estimated accuracy of +/- 6 seconds.
 CG0540
 CG0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0540.The vertical order pertains to the NGVD 29 superseded value.
 CG0540
 CG0540.The geoid height was determined by GEOID03.
 CG0540
 CG0540;                    North         East    Units  Estimated Accuracy
 CG0540;SPC AZ C     -    65,000.      255,880.      MT  (+/- 180 meters Scaled)
 CG0540
 CG0540                          SUPERSEDED SURVEY CONTROL
 CG0540
 CG0540  NGVD 29 (??/??/92) 1080.896  (m)         3546.24   (f) ADJ UNCH    2 0
 CG0540
 CG0540.Superseded values are not recommended for survey control.
 CG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0540.See file dsdata.txt to determine how the superseded data were derived.
 CG0540
 CG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV555945(NAD 83)
 CG0540_MARKER: DB = BENCH MARK DISK
 CG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0540_STAMPING: L 302 1951
 CG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0540+STABILITY: SURFACE MOTION
 CG0540
 CG0540  HISTORY     - Date     Condition        Report By
 CG0540  HISTORY     - 1951     MONUMENTED       CGS
 CG0540  HISTORY     - 1975     GOOD             USGS
 CG0540
 CG0540                          STATION DESCRIPTION
 CG0540
 CG0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0540'12.95 MI W FROM ARIVACA.
 CG0540'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0540'THENCE 7.8 MILES NORTHWEST ALONG THE MAIN ROAD TO A Y JUNCTION OF A
 CG0540'TRACK ROAD LEADING WEST AND SOUTHWEST, THENCE 1.55 MILES WEST AND
 CG0540'SOUTHWEST ALONG A TRACK ROAD TO A Y JUNCTION LEADING NORTH AND SOUTH,
 CG0540'THENCE 2.2 MILES SOUTH ALONG A TRACK ROAD TO A Y JUNCTION, THENCE 1.45
 CG0540'MILES SOUTHWEST ALONG THIS TRACK ROAD LEADING SOUTHWEST, 6.05 MILES
 CG0540'NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0540'SASABE TO A T JUNCTION OF A ROAD LEADING EAST TO GILLS RANCH, THENCE
 CG0540'4.55 MILES EAST ALONG A DIRT ROAD ACROSS A BRIDGE TO THE RANCH, TAKE
 CG0540'LEFT ROAD THRU A CATTLE GUARD IN THE NORTH-SOUTH FENCE LINE, THENCE
 CG0540'TAKE THE LEFT HAND ROAD UP THE HILL IN AN EASTERLY DIRECTION, 0.05
 CG0540'MILE EAST OF A LARGE WASH WITH RUINS OF TWO ADOBE HUTS ALONG THE SIDE,
 CG0540'AND ABOUT 140 FEET EAST OF FOUR CONCRETE FORMS FOR SALT LICKS FOR
 CG0540'CATTLE, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH
 CG0540'OF THE WITNESS POST, AND ABOUT 1 1/2 FOOT HIGHER THAN THE ROAD, AND
 CG0540'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CG0540'GROUND.
 CG0540
 CG0540                          STATION RECOVERY (1975)
 CG0540
 CG0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0540'ARIVACA, 0.1 MI S. TO MAIN RD. FROM SCHOOLHOUSE, THENCE 8.8 MI NW. TO
 CG0540'X-RDS., THENCE 0.9 MI S. (LEFT TURN) THROUGH GATE TO EAST-WEST FENCE
 CG0540'AND GATE, THENCE 3.0 MI S. ALONG MAIN RD. TO RD. FORK, THENCE 1.4 MI
 CG0540'W. (RIGHT), (0.05 MI E. OF LARGE WASH). 140 FT E. OF FOUR SQUARE
 CG0540'CONCRETE POSTS HOLDING SALT LICKS FOR CATTLE, 20 FT N. OF CENTERLINE
 CG0540'OF RD., 1.8 FT S. OF WITNESS POST. SET IN TOP OF CIRCULAR CONCRETE
 CG0540'POST PROJECTING 0.8 FT. STANDARD DISK STAMPED L 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0408 ***********************************************************************
 CZ0408  DESIGNATION -  L 303
 CZ0408  PID         -  CZ0408
 CZ0408  STATE/COUNTY-  AZ/PINAL
 CZ0408  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0408
 CZ0408                         *CURRENT SURVEY CONTROL
 CZ0408  ___________________________________________________________________
 CZ0408* NAD 83(1986)-  32 33 20.     (N)    111 28 28.     (W)     SCALED    
 CZ0408* NAVD 88     -       530.38   (+/-2cm)    1740.1    (feet)  VERTCON   
 CZ0408  ___________________________________________________________________
 CZ0408  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0408
 CZ0408.The horizontal coordinates were scaled from a topographic map and have
 CZ0408.an estimated accuracy of +/- 6 seconds.
 CZ0408
 CZ0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0408.The vertical order pertains to the NGVD 29 superseded value.
 CZ0408
 CZ0408.The geoid height was determined by GEOID03.
 CZ0408
 CZ0408;                    North         East    Units  Estimated Accuracy
 CZ0408;SPC AZ C     -   172,550.      254,890.      MT  (+/- 180 meters Scaled)
 CZ0408
 CZ0408                          SUPERSEDED SURVEY CONTROL
 CZ0408
 CZ0408  NGVD 29 (??/??/92)  529.876  (m)         1738.43   (f) ADJ UNCH    2 0
 CZ0408
 CZ0408.Superseded values are not recommended for survey control.
 CZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0408.See file dsdata.txt to determine how the superseded data were derived.
 CZ0408
 CZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB554021(NAD 83)
 CZ0408_MARKER: DB = BENCH MARK DISK
 CZ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0408_STAMPING: L 303 1951
 CZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0408+STABILITY: SURFACE MOTION
 CZ0408
 CZ0408  HISTORY     - Date     Condition        Report By
 CZ0408  HISTORY     - 1951     MONUMENTED       CGS
 CZ0408  HISTORY     - 1977     GOOD             USGS
 CZ0408
 CZ0408                          STATION DESCRIPTION
 CZ0408
 CZ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0408'10.2 MI W FROM RED ROCK.
 CZ0408'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0408'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ0408'GRADED ROAD, THENCE 3.6 MILES NORTHWEST ALONG A GRADED ROAD, 0.65 MILE
 CZ0408'NORTHWEST OF A Y JUNCTION WITH A GRADED ROAD LEADING NORTH, AND 0.45
 CZ0408'MILE NORTHWEST OF THE LA OSA RANCH HAND BUNK HOUSE, AT A FENCE LINE ON
 CZ0408'THE NORTHEAST SIDE OF SOME HILLS, ABOUT 60 YARDS NORTHEAST OF THE BASE
 CZ0408'OF A MOUNTAIN, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15.6
 CZ0408'FEET SOUTH OF THE SOUTH GATE POST OF A GATE WHICH A ROAD PASSES THRU,
 CZ0408'1.5 FEET WEST OF A FENCE, 2.6 FEET NORTH OF THE WITNESS POST, AND
 CZ0408'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST
 CZ0408'PROJECTING 0.6 FOOT.
 CZ0408
 CZ0408                          STATION RECOVERY (1977)
 CZ0408
 CZ0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0408'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD) FROM FORMER SPRR
 CZ0408'STATION AT RED ROCK, THENCE 6.5 MI SW. ALONG SASCO RD., THENCE 3.0 MI
 CZ0408'NW., THENCE 0.1 MI W., THENCE 0.55 MI SW. TO BASE OF MOUNTAIN. AT
 CZ0408'FENCE LINE N., 22 FT S. OF CENTERLINE OF RD., ABOUT 1 FT HIGHER THAN
 CZ0408'ROAD. IN CONCRETE POST PROJECTING 0.6 FT. NGS DISK STAMPED L 303
 CZ0408'1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1340 ***********************************************************************
 CZ1340  DESIGNATION -  L 304
 CZ1340  PID         -  CZ1340
 CZ1340  STATE/COUNTY-  AZ/PINAL
 CZ1340  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1340
 CZ1340                         *CURRENT SURVEY CONTROL
 CZ1340  ___________________________________________________________________
 CZ1340* NAD 83(1986)-  32 42 21.     (N)    111 33 02.     (W)     SCALED    
 CZ1340* NAVD 88     -       487.396  (meters)    1599.07   (feet)  ADJUSTED  
 CZ1340  ___________________________________________________________________
 CZ1340  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1340  DYNAMIC HT  -         486.774 (meters)    1597.02  (feet)  COMP
 CZ1340  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 CZ1340  OBS GRAVITY -     979,347.9   (mgal)                       GRAV_OBS
 CZ1340
 CZ1340  VERT ORDER  -  FIRST     CLASS II
 CZ1340
 CZ1340.The horizontal coordinates were scaled from a topographic map and have
 CZ1340.an estimated accuracy of +/- 6 seconds.
 CZ1340
 CZ1340.The orthometric height was determined by differential leveling
 CZ1340.and adjusted in November 1993.
 CZ1340
 CZ1340.The geoid height was determined by GEOID03.
 CZ1340
 CZ1340.The dynamic height is computed by dividing the NAVD 88
 CZ1340.geopotential number by the normal gravity value computed on the
 CZ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1340.degrees latitude (g = 980.6199 gals.).
 CZ1340
 CZ1340.The modeled gravity was interpolated from observed gravity values.
 CZ1340.The observed gravity was obtained from relative gravimeter ties
 CZ1340.to the IGSN71 gravity network.
 CZ1340
 CZ1340;                    North         East    Units  Estimated Accuracy
 CZ1340;SPC AZ C     -   189,190.      247,680.      MT  (+/- 180 meters Scaled)
 CZ1340
 CZ1340                          SUPERSEDED SURVEY CONTROL
 CZ1340
 CZ1340  NGVD 29 (??/??/92)  491.518  (m)         1612.59   (f) ADJ UNCH    1 2
 CZ1340
 CZ1340.Superseded values are not recommended for survey control.
 CZ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1340.See file dsdata.txt to determine how the superseded data were derived.
 CZ1340
 CZ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB483188(NAD 83)
 CZ1340_MARKER: DB = BENCH MARK DISK
 CZ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1340_SP_SET: CONCRETE POST
 CZ1340_STAMPING: L 304 1951
 CZ1340_MARK LOGO: CGS   
 CZ1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1340+STABILITY: SURFACE MOTION
 CZ1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1340+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1340
 CZ1340  HISTORY     - Date     Condition        Report By
 CZ1340  HISTORY     - 1951     MONUMENTED       CGS
 CZ1340  HISTORY     - 19911212 GOOD             NGS
 CZ1340
 CZ1340                          STATION DESCRIPTION
 CZ1340
 CZ1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1340'3.3 MI S FROM ELOY.
 CZ1340'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1340'RAILROAD STATION AT ELOY, THENCE 3 MILES SOUTH ALONG SUNSHINE BLVD.,
 CZ1340'ABOUT 95 YARDS NORTH OF THE INTERSECTION OF SHAY ROAD, AT AN OFFSET IN
 CZ1340'A FENCE LINE, 38 FEET WEST OF THE CENTER LINE OF THE BLVD., 2.7 FEET
 CZ1340'NORTHWEST OF THE NORTHEAST CORNER OF A FENCE AROUND A STUCCO HOUSE, 2
 CZ1340'FEET WEST OF A TELEGRAPH POLE, 2.2 FEET SOUTH OF A WITNESS POST, AND
 CZ1340'SET IN A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1340'1 FOOT LOWER THAN THE ROAD.
 CZ1340
 CZ1340                          STATION RECOVERY (1991)
 CZ1340
 CZ1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1340'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1340'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1340'THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 0.1 KM
 CZ1340'(0.05 MI) NORTH OF AN EAST-WEST IRRIGATION CANAL, 25.1 M (82.3 FT)
 CZ1340'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE (ABANDONED), 11.4 M
 CZ1340'(37.4 FT) WEST OF THE BOULEVARD CENTERLINE, 8.4 M (27.6 FT)
 CZ1340'SOUTH-SOUTHEAST OF THE CENTER OF A 90 DEGREE ANGLE OF AN IRRIGATION
 CZ1340'DITCH, 0.6 M (2.0 FT) WEST OF A UTILITY POLE AND JUNCTION BOX NUMBER
 CZ1340'39, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD, AND THE MONUMENT
 CZ1340'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0720 ***********************************************************************
 CG0720  DESIGNATION -  L 305
 CG0720  PID         -  CG0720
 CG0720  STATE/COUNTY-  AZ/PIMA
 CG0720  USGS QUAD   -  SELLS EAST (1982)
 CG0720
 CG0720                         *CURRENT SURVEY CONTROL
 CG0720  ___________________________________________________________________
 CG0720* NAD 83(1986)-  31 54 48.     (N)    111 47 47.     (W)     SCALED    
 CG0720* NAVD 88     -       791.44   (+/-2cm)    2596.6    (feet)  VERTCON   
 CG0720  ___________________________________________________________________
 CG0720  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CG0720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0720
 CG0720.The horizontal coordinates were scaled from a topographic map and have
 CG0720.an estimated accuracy of +/- 6 seconds.
 CG0720
 CG0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0720.The vertical order pertains to the NGVD 29 superseded value.
 CG0720
 CG0720.The geoid height was determined by GEOID03.
 CG0720
 CG0720;                    North         East    Units  Estimated Accuracy
 CG0720;SPC AZ C     -   101,260.      224,740.      MT  (+/- 180 meters Scaled)
 CG0720
 CG0720                          SUPERSEDED SURVEY CONTROL
 CG0720
 CG0720  NGVD 29 (??/??/92)  790.732  (m)         2594.26   (f) ADJ UNCH    2 0
 CG0720
 CG0720.Superseded values are not recommended for survey control.
 CG0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0720.See file dsdata.txt to determine how the superseded data were derived.
 CG0720
 CG0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA247311(NAD 83)
 CG0720_MARKER: DB = BENCH MARK DISK
 CG0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0720_STAMPING: L 305 1952
 CG0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0720+STABILITY: SURFACE MOTION
 CG0720
 CG0720  HISTORY     - Date     Condition        Report By
 CG0720  HISTORY     - 1952     MONUMENTED       CGS
 CG0720
 CG0720                          STATION DESCRIPTION
 CG0720
 CG0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0720'7.05 MI E FROM SELLS.
 CG0720'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0720'THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 86, THENCE 1.05 MILES
 CG0720'SOUTHWEST ALONG A GRAVEL ROAD, AND ABOUT 150 FEET EAST OF A RANCH
 CG0720'BUILDING AND A T JUNCTION OF A ROAD LEADING NORTHEAST AND ROADS
 CG0720'LEADING NORTHWEST AND SOUTHEAST, 121 FEET NORTHEAST OF THE CENTER LINE
 CG0720'OF THE ROAD LEADING SOUTHEAST, 93 FEET SOUTHEAST OF THE CENTER LINE OF
 CG0720'THE ROAD LEADING NORTHEAST TO HIGHWAY 86, 2.4 FEET NORTH OF A WITNESS
 CG0720'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0720'POST PROJECTING 0.3 FOOT ABOVE THE GROUND, THIS LINE GOES NORTHEAST
 CG0720'AND SOUTHEAST AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0681 ***********************************************************************
 CG0681  DESIGNATION -  L 306
 CG0681  PID         -  CG0681
 CG0681  STATE/COUNTY-  AZ/PIMA
 CG0681  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0681
 CG0681                         *CURRENT SURVEY CONTROL
 CG0681  ___________________________________________________________________
 CG0681* NAD 83(1986)-  31 42 19.     (N)    111 41 44.     (W)     SCALED    
 CG0681* NAVD 88     -       908.02   (+/-2cm)    2979.1    (feet)  VERTCON   
 CG0681  ___________________________________________________________________
 CG0681  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0681
 CG0681.The horizontal coordinates were scaled from a topographic map and have
 CG0681.an estimated accuracy of +/- 6 seconds.
 CG0681
 CG0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0681.The vertical order pertains to the NGVD 29 superseded value.
 CG0681
 CG0681.The geoid height was determined by GEOID03.
 CG0681
 CG0681;                    North         East    Units  Estimated Accuracy
 CG0681;SPC AZ C     -    78,210.      234,320.      MT  (+/- 180 meters Scaled)
 CG0681
 CG0681                          SUPERSEDED SURVEY CONTROL
 CG0681
 CG0681  NGVD 29 (??/??/92)  907.252  (m)         2976.54   (f) ADJ UNCH    2 0
 CG0681
 CG0681.Superseded values are not recommended for survey control.
 CG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0681.See file dsdata.txt to determine how the superseded data were derived.
 CG0681
 CG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA340079(NAD 83)
 CG0681_MARKER: DB = BENCH MARK DISK
 CG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0681_STAMPING: L 306 1952
 CG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0681+STABILITY: SURFACE MOTION
 CG0681
 CG0681  HISTORY     - Date     Condition        Report By
 CG0681  HISTORY     - 1952     MONUMENTED       CGS
 CG0681  HISTORY     - 1977     GOOD             USGS
 CG0681
 CG0681                          STATION DESCRIPTION
 CG0681
 CG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0681'10.8 MI NE FROM SAN MIGUEL.
 CG0681'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0681'MIGUEL, THENCE 6.5 MILES NORTH ALONG BABOQUIVARI FOOT HILLS ROAD, 0.15
 CG0681'MILE NORTHEAST OF A Y JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST,
 CG0681'0.05 MILE WEST OF USGS COPPER NAIL AND WASHER 2985.7, 119 FEET
 CG0681'NORTHEAST OF THE CENTER OF THE Y JUNCTION OF THE MAIN ROAD AND A ROAD
 CG0681'LEADING WEST, 37 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 CG0681'2.2 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND
 CG0681'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CG0681'GROUND.
 CG0681
 CG0681                          STATION RECOVERY (1977)
 CG0681
 CG0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0681'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0681'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0381 ***********************************************************************
 DA0381  DESIGNATION -  L 307
 DA0381  PID         -  DA0381
 DA0381  STATE/COUNTY-  AZ/PIMA
 DA0381  USGS QUAD   -  AJO SOUTH (1990)
 DA0381
 DA0381                         *CURRENT SURVEY CONTROL
 DA0381  ___________________________________________________________________
 DA0381* NAD 83(1986)-  32 15 55.     (N)    112 52 03.     (W)     SCALED    
 DA0381* NAVD 88     -       505.32   (+/-2cm)    1657.9    (feet)  VERTCON   
 DA0381  ___________________________________________________________________
 DA0381  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DA0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0381
 DA0381.The horizontal coordinates were scaled from a topographic map and have
 DA0381.an estimated accuracy of +/- 6 seconds.
 DA0381
 DA0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0381.The vertical order pertains to the NGVD 29 superseded value.
 DA0381
 DA0381.The geoid height was determined by GEOID03.
 DA0381
 DA0381;                    North         East    Units  Estimated Accuracy
 DA0381;SPC AZ C     -   140,680.      123,780.      MT  (+/- 180 meters Scaled)
 DA0381
 DA0381                          SUPERSEDED SURVEY CONTROL
 DA0381
 DA0381  NGVD 29 (??/??/92)  504.615  (m)         1655.56   (f) ADJ UNCH    2 0
 DA0381
 DA0381.Superseded values are not recommended for survey control.
 DA0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0381.See file dsdata.txt to determine how the superseded data were derived.
 DA0381
 DA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA241713(NAD 83)
 DA0381_MARKER: DB = BENCH MARK DISK
 DA0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0381_STAMPING: L 307 1952
 DA0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0381+STABILITY: SURFACE MOTION
 DA0381
 DA0381  HISTORY     - Date     Condition        Report By
 DA0381  HISTORY     - 1952     MONUMENTED       CGS
 DA0381
 DA0381                          STATION DESCRIPTION
 DA0381
 DA0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0381'9.65 MI S FROM AJO.
 DA0381'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0381'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0381'HIGHWAY 86 TO JUNCTION OF DARBY WELL ROAD, THENCE 7.6 MILES SOUTHWEST
 DA0381'AND SOUTH ALONG DARBY WELL ROAD LEADING TO BATES WELL, 38 FEET
 DA0381'NORTHWEST OF THE CENTERLINE OF NEW ROAD, 10 FEET SOUTHEAST OF THE
 DA0381'CENTERLINE OF THE OLD ROAD, 2.0 FEET SOUTH OF THE WITNESS POST, IN THE
 DA0381'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, AND ABOUT 1 FOOT HIGHER
 DA0381'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0096 ***********************************************************************
 CH0096  DESIGNATION -  L 308
 CH0096  PID         -  CH0096
 CH0096  STATE/COUNTY-  AZ/PIMA
 CH0096  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0096
 CH0096                         *CURRENT SURVEY CONTROL
 CH0096  ___________________________________________________________________
 CH0096* NAD 83(1986)-  31 54 42.     (N)    112 55 07.     (W)     SCALED    
 CH0096* NAVD 88     -       389.10   (+/-2cm)    1276.6    (feet)  VERTCON   
 CH0096  ___________________________________________________________________
 CH0096  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CH0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0096
 CH0096.The horizontal coordinates were scaled from a topographic map and have
 CH0096.an estimated accuracy of +/- 6 seconds.
 CH0096
 CH0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0096.The vertical order pertains to the NGVD 29 superseded value.
 CH0096
 CH0096.The geoid height was determined by GEOID03.
 CH0096
 CH0096;                    North         East    Units  Estimated Accuracy
 CH0096;SPC AZ C     -   101,510.      118,600.      MT  (+/- 180 meters Scaled)
 CH0096
 CH0096                          SUPERSEDED SURVEY CONTROL
 CH0096
 CH0096  NGVD 29 (??/??/92)  388.382  (m)         1274.22   (f) ADJ UNCH    2 0
 CH0096
 CH0096.Superseded values are not recommended for survey control.
 CH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0096.See file dsdata.txt to determine how the superseded data were derived.
 CH0096
 CH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA185322(NAD 83)
 CH0096_MARKER: DB = BENCH MARK DISK
 CH0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0096_STAMPING: L 308 1952
 CH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0096+STABILITY: SURFACE MOTION
 CH0096
 CH0096  HISTORY     - Date     Condition        Report By
 CH0096  HISTORY     - 1952     MONUMENTED       CGS
 CH0096
 CH0096                          STATION DESCRIPTION
 CH0096
 CH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0096'8.45 MI NW FROM LUKEVILLE.
 CH0096'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0096'LUKEVILLE AT JUNCTION, THENCE 7.5 MILES WEST ALONG THE QUITOVOQUITO
 CH0096'ROAD, 249 FEET NORTHEAST OF THE U. S.-MEXICAN FENCE LINE, 90 FEET
 CH0096'SOUTHEAST OF THE CENTER OF A SMALL WASH, 71 1/2 FEET NORTHWEST OF THE
 CH0096'CENTER OF A SMALL WASH, 43 1/2 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CH0096'ROAD, 2.5 FEET NORTH OF THE WITNESS POST, IN A CONCRETE POST
 CH0096'PROJECTING 0.3 FEET AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0447 ***********************************************************************
 DA0447  DESIGNATION -  L 309
 DA0447  PID         -  DA0447
 DA0447  STATE/COUNTY-  AZ/PIMA
 DA0447  USGS QUAD   -  GUNSIGHT (1990)
 DA0447
 DA0447                         *CURRENT SURVEY CONTROL
 DA0447  ___________________________________________________________________
 DA0447* NAD 83(1986)-  32 13 30.     (N)    112 42 11.     (W)     SCALED    
 DA0447* NAVD 88     -       593.82   (+/-2cm)    1948.2    (feet)  VERTCON   
 DA0447  ___________________________________________________________________
 DA0447  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0447
 DA0447.The horizontal coordinates were scaled from a topographic map and have
 DA0447.an estimated accuracy of +/- 6 seconds.
 DA0447
 DA0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0447.The vertical order pertains to the NGVD 29 superseded value.
 DA0447
 DA0447.The geoid height was determined by GEOID03.
 DA0447
 DA0447;                    North         East    Units  Estimated Accuracy
 DA0447;SPC AZ C     -   136,090.      139,240.      MT  (+/- 180 meters Scaled)
 DA0447
 DA0447                          SUPERSEDED SURVEY CONTROL
 DA0447
 DA0447  NGVD 29 (??/??/92)  593.083  (m)         1945.81   (f) ADJ UNCH    2 0
 DA0447
 DA0447.Superseded values are not recommended for survey control.
 DA0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0447.See file dsdata.txt to determine how the superseded data were derived.
 DA0447
 DA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA395666(NAD 83)
 DA0447_MARKER: DB = BENCH MARK DISK
 DA0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0447_STAMPING: L 309 1952
 DA0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0447+STABILITY: SURFACE MOTION
 DA0447
 DA0447  HISTORY     - Date     Condition        Report By
 DA0447  HISTORY     - 1952     MONUMENTED       CGS
 DA0447  HISTORY     - 19970306 GOOD             USPSQD
 DA0447
 DA0447                          STATION DESCRIPTION
 DA0447
 DA0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0447'14.7 MI SE FROM AJO.
 DA0447'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0447'FROM THE STATION AT AJO, TO HIGHWAY 86, THENCE 14.55 MILES SOUTHEAST
 DA0447'ALONG HIGHWAY 86, 1 MILE NORTHWEST OF THE T JUNCTION OF THE GUNSIGHT
 DA0447'ROAD LEADING SOUTHEAST AND SOUTH, 103 1/2 FEET SOUTHWEST OF THE CENTER
 DA0447'OF A SMALL WASH, 60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 DA0447'86, 2 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN
 DA0447'THE HIGHWAY, AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
 DA0447
 DA0447                          STATION RECOVERY (1997)
 DA0447
 DA0447'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0484 ***********************************************************************
 ES0484  DESIGNATION -  L 31
 ES0484  PID         -  ES0484
 ES0484  STATE/COUNTY-  AZ/YAVAPAI
 ES0484  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0484
 ES0484                         *CURRENT SURVEY CONTROL
 ES0484  ___________________________________________________________________
 ES0484* NAD 83(1986)-  34 48 34.     (N)    111 54 32.     (W)     SCALED    
 ES0484* NAVD 88     -      1197.094  (meters)    3927.47   (feet)  ADJUSTED  
 ES0484  ___________________________________________________________________
 ES0484  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ES0484  DYNAMIC HT  -        1195.571 (meters)    3922.47  (feet)  COMP
 ES0484  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 ES0484
 ES0484  VERT ORDER  -  FIRST     CLASS II
 ES0484
 ES0484.The horizontal coordinates were scaled from a topographic map and have
 ES0484.an estimated accuracy of +/- 6 seconds.
 ES0484
 ES0484.The orthometric height was determined by differential leveling
 ES0484.and adjusted in June 1991.
 ES0484
 ES0484.The geoid height was determined by GEOID03.
 ES0484
 ES0484.The dynamic height is computed by dividing the NAVD 88
 ES0484.geopotential number by the normal gravity value computed on the
 ES0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0484.degrees latitude (g = 980.6199 gals.).
 ES0484
 ES0484.The modeled gravity was interpolated from observed gravity values.
 ES0484
 ES0484;                    North         East    Units  Estimated Accuracy
 ES0484;SPC AZ C     -   422,440.      214,070.      MT  (+/- 180 meters Scaled)
 ES0484
 ES0484                          SUPERSEDED SURVEY CONTROL
 ES0484
 ES0484  NGVD 29 (??/??/92) 1196.312  (m)         3924.90   (f) ADJ UNCH    1 2
 ES0484
 ES0484.Superseded values are not recommended for survey control.
 ES0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0484.See file dsdata.txt to determine how the superseded data were derived.
 ES0484
 ES0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD168522(NAD 83)
 ES0484_MARKER: DB = BENCH MARK DISK
 ES0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0484+STABILITY: SURFACE MOTION
 ES0484
 ES0484  HISTORY     - Date     Condition        Report By
 ES0484  HISTORY     - UNK      MONUMENTED       CGS
 ES0484  HISTORY     - 1933     GOOD             NGS
 ES0484
 ES0484                          STATION DESCRIPTION
 ES0484
 ES0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0484'11.0 MI SW FROM SEDONA.
 ES0484'CONCRETE POST, AT SIDE OF HIGHWAY, IN SADDLE-BACK, 50 FEET EAST OF
 ES0484'HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0024 ***********************************************************************
 GP0024  DESIGNATION -  L 31
 GP0024  PID         -  GP0024
 GP0024  STATE/COUNTY-  AZ/NAVAJO
 GP0024  USGS QUAD   -  KAYENTA EAST (1968)
 GP0024
 GP0024                         *CURRENT SURVEY CONTROL
 GP0024  ___________________________________________________________________
 GP0024* NAD 83(1986)-  36 39 15.     (N)    110 10 47.     (W)     SCALED    
 GP0024* NAVD 88     -      1714.532  (meters)    5625.09   (feet)  ADJUSTED  
 GP0024  ___________________________________________________________________
 GP0024  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GP0024  DYNAMIC HT  -        1712.447 (meters)    5618.25  (feet)  COMP
 GP0024  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 GP0024
 GP0024  VERT ORDER  -  FIRST     CLASS II
 GP0024
 GP0024.The horizontal coordinates were scaled from a topographic map and have
 GP0024.an estimated accuracy of +/- 6 seconds.
 GP0024
 GP0024.The orthometric height was determined by differential leveling
 GP0024.and adjusted in June 1991.
 GP0024
 GP0024.The geoid height was determined by GEOID03.
 GP0024
 GP0024.The dynamic height is computed by dividing the NAVD 88
 GP0024.geopotential number by the normal gravity value computed on the
 GP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0024.degrees latitude (g = 980.6199 gals.).
 GP0024
 GP0024.The modeled gravity was interpolated from observed gravity values.
 GP0024
 GP0024;                    North         East    Units  Estimated Accuracy
 GP0024;SPC AZ E     -   627,100.      212,190.      MT  (+/- 180 meters Scaled)
 GP0024
 GP0024                          SUPERSEDED SURVEY CONTROL
 GP0024
 GP0024  NGVD 29 (??/??/92) 1713.622  (m)         5622.11   (f) ADJ UNCH    1 2
 GP0024
 GP0024.Superseded values are not recommended for survey control.
 GP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0024.See file dsdata.txt to determine how the superseded data were derived.
 GP0024
 GP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF733568(NAD 83)
 GP0024_MARKER: DB = BENCH MARK DISK
 GP0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0024_STAMPING: 5622.108 L 31 1933
 GP0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0024+STABILITY: SURFACE MOTION
 GP0024
 GP0024  HISTORY     - Date     Condition        Report By
 GP0024  HISTORY     - 1933     MONUMENTED       CGS
 GP0024  HISTORY     - 1934     GOOD             NGS
 GP0024
 GP0024                          STATION DESCRIPTION
 GP0024
 GP0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0024'7.5 MI SE FROM KAYENTA.
 GP0024'7.5 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0024'OFFICE AT KAYENTA, NAVAJO COUNTY, 5.7 MILES SOUTHEAST OF THE JUNCTION
 GP0024'OF A ROAD LEADING TO SHIPROCK, AT THE JUNCTION OF A ROAD LEADING
 GP0024'SOUTH, AT THE BOTTOM OF AN EAST SLOPE, 41 FEET SOUTH OF THE CENTERLINE
 GP0024'OF THE MAIN ROAD, AND 33 FEET EAST OF THE CENTERLINE OF THE WEST SIDE
 GP0024'ROAD.  A STANDARD DISK, STAMPED 5622.108 L 31 1933 AND SET IN THE TOP
 GP0024'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0485 ***********************************************************************
 ES0485  DESIGNATION -  L 31 RESET
 ES0485  PID         -  ES0485
 ES0485  STATE/COUNTY-  AZ/YAVAPAI
 ES0485  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0485
 ES0485                         *CURRENT SURVEY CONTROL
 ES0485  ___________________________________________________________________
 ES0485* NAD 83(1986)-  34 48 34.     (N)    111 54 32.     (W)     SCALED    
 ES0485* NAVD 88     -      1198.499  (meters)    3932.08   (feet)  ADJUSTED  
 ES0485  ___________________________________________________________________
 ES0485  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ES0485  DYNAMIC HT  -        1196.975 (meters)    3927.08  (feet)  COMP
 ES0485  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 ES0485
 ES0485  VERT ORDER  -  FIRST     CLASS II
 ES0485
 ES0485.The horizontal coordinates were scaled from a topographic map and have
 ES0485.an estimated accuracy of +/- 6 seconds.
 ES0485
 ES0485.The orthometric height was determined by differential leveling
 ES0485.and adjusted in June 1991.
 ES0485
 ES0485.The geoid height was determined by GEOID03.
 ES0485
 ES0485.The dynamic height is computed by dividing the NAVD 88
 ES0485.geopotential number by the normal gravity value computed on the
 ES0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0485.degrees latitude (g = 980.6199 gals.).
 ES0485
 ES0485.The modeled gravity was interpolated from observed gravity values.
 ES0485
 ES0485;                    North         East    Units  Estimated Accuracy
 ES0485;SPC AZ C     -   422,440.      214,070.      MT  (+/- 180 meters Scaled)
 ES0485
 ES0485                          SUPERSEDED SURVEY CONTROL
 ES0485
 ES0485  NGVD 29 (??/??/??) 1197.72   (m)         3929.5    (f) RESET       3  
 ES0485
 ES0485.Superseded values are not recommended for survey control.
 ES0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0485.See file dsdata.txt to determine how the superseded data were derived.
 ES0485
 ES0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD168522(NAD 83)
 ES0485_MARKER: DB = BENCH MARK DISK
 ES0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0485_STAMPING: L 31 RESET 1935
 ES0485_MARK LOGO: CGS   
 ES0485_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0485+STABILITY: SURFACE MOTION
 ES0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0485+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 ES0485
 ES0485  HISTORY     - Date     Condition        Report By
 ES0485  HISTORY     - 1935     MONUMENTED       BPR
 ES0485  HISTORY     - 1982     GOOD             NGS
 ES0485  HISTORY     - 20051005 GOOD             NGS
 ES0485
 ES0485                          STATION DESCRIPTION
 ES0485
 ES0485'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1935
 ES0485'10.6 MI SW FROM SEDONA.
 ES0485'IN YAVAPAI COUNTY, ABOUT 10.6 MILES SOUTHWEST ALONG STATE HIGHWAY 79
 ES0485'FROM SEDONA, COCONINO COUNTY, ON A FLAT, ABOUT 0.1 MILE NORTH OF A LOW
 ES0485'POINT BETWEEN TWO RISES, AT SURVEY STATION 588+50, AND ABOUT 130 FEET
 ES0485'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 31
 ES0485'RESET 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10
 ES0485'INCHES ABOVE GROUND.
 ES0485
 ES0485                          STATION RECOVERY (1982)
 ES0485
 ES0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0485'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0485'16.1 KM (10.0 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0485'POST OFFICE IN SEDONA, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 364, 0.2
 ES0485'KM (0.15 MI) SOUTHWEST OF A ROAD LEADING EAST TO DEER PASS RANCH ON
 ES0485'THE SLOPE OF A HILL, 44.8 METERS (147 FT) NORTHWEST OF THE HIGHWAY
 ES0485'CENTERLINE, 21.9 METERS (72 FT) NORTHWEST OF A FENCE.
 ES0485'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ES0485'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 ES0485
 ES0485                          STATION RECOVERY (2005)
 ES0485
 ES0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 ES0485'FORMER AZ 79 AND LATER US 89A IS NOW AZ 89A.  IT HAS BEEN FOUR-LANED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1250 ***********************************************************************
 CZ1250  DESIGNATION -  L 310
 CZ1250  PID         -  CZ1250
 CZ1250  STATE/COUNTY-  AZ/PINAL
 CZ1250  USGS QUAD   -  VAIVA VO (1993)
 CZ1250
 CZ1250                         *CURRENT SURVEY CONTROL
 CZ1250  ___________________________________________________________________
 CZ1250* NAD 83(1986)-  32 37 45.     (N)    111 52 46.     (W)     SCALED    
 CZ1250* NAVD 88     -       467.92   (+/-2cm)    1535.2    (feet)  VERTCON   
 CZ1250  ___________________________________________________________________
 CZ1250  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1250
 CZ1250.The horizontal coordinates were scaled from a topographic map and have
 CZ1250.an estimated accuracy of +/- 6 seconds.
 CZ1250
 CZ1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1250.The vertical order pertains to the NGVD 29 superseded value.
 CZ1250
 CZ1250.The geoid height was determined by GEOID03.
 CZ1250
 CZ1250;                    North         East    Units  Estimated Accuracy
 CZ1250;SPC AZ C     -   180,630.      216,850.      MT  (+/- 180 meters Scaled)
 CZ1250
 CZ1250                          SUPERSEDED SURVEY CONTROL
 CZ1250
 CZ1250  NGVD 29 (??/??/92)  467.331  (m)         1533.24   (f) ADJ UNCH    2 0
 CZ1250
 CZ1250.Superseded values are not recommended for survey control.
 CZ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1250.See file dsdata.txt to determine how the superseded data were derived.
 CZ1250
 CZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB175105(NAD 83)
 CZ1250_MARKER: DB = BENCH MARK DISK
 CZ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1250_STAMPING: L 310 1952
 CZ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1250+STABILITY: SURFACE MOTION
 CZ1250
 CZ1250  HISTORY     - Date     Condition        Report By
 CZ1250  HISTORY     - 1952     MONUMENTED       CGS
 CZ1250
 CZ1250                          STATION DESCRIPTION
 CZ1250
 CZ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1250'2.0 MI NE FROM JACKRABBIT.
 CZ1250'1.3 MILES NORTHEAST ALONG THE OLD ABANDONED CASA GRANDE ROAD FROM THE
 CZ1250'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 0.7 MILE NORTHEAST
 CZ1250'ALONG THE NEW CASA GRANDE ROAD, AT A WIDE DIP IN THE ROAD, IN LINE
 CZ1250'WITH A TELEPHONE LINE, 154 FEET SOUTH OF THE CENTER OF THE DIP, 104
 CZ1250'FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT LOWER THAN THE
 CZ1250'ROAD, 5.7 FEET SOUTHWEST OF A TELEPHONE POLE, 2.5 FEET NORTHEAST OF A
 CZ1250'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ1250'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0287 ***********************************************************************
 DA0287  DESIGNATION -  L 311
 DA0287  PID         -  DA0287
 DA0287  STATE/COUNTY-  AZ/PIMA
 DA0287  USGS QUAD   -  VENTANA (1990)
 DA0287
 DA0287                         *CURRENT SURVEY CONTROL
 DA0287  ___________________________________________________________________
 DA0287* NAD 83(1986)-  32 26 35.     (N)    112 10 59.     (W)     SCALED    
 DA0287* NAVD 88     -       697.85   (+/-2cm)    2289.5    (feet)  VERTCON   
 DA0287  ___________________________________________________________________
 DA0287  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0287
 DA0287.The horizontal coordinates were scaled from a topographic map and have
 DA0287.an estimated accuracy of +/- 6 seconds.
 DA0287
 DA0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0287.The vertical order pertains to the NGVD 29 superseded value.
 DA0287
 DA0287.The geoid height was determined by GEOID03.
 DA0287
 DA0287;                    North         East    Units  Estimated Accuracy
 DA0287;SPC AZ C     -   160,020.      188,310.      MT  (+/- 180 meters Scaled)
 DA0287
 DA0287                          SUPERSEDED SURVEY CONTROL
 DA0287
 DA0287  NGVD 29 (??/??/92)  697.158  (m)         2287.26   (f) ADJ UNCH    2 0
 DA0287
 DA0287.Superseded values are not recommended for survey control.
 DA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0287.See file dsdata.txt to determine how the superseded data were derived.
 DA0287
 DA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA887901(NAD 83)
 DA0287_MARKER: DB = BENCH MARK DISK
 DA0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0287_STAMPING: L 311 1952
 DA0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0287+STABILITY: SURFACE MOTION
 DA0287
 DA0287  HISTORY     - Date     Condition        Report By
 DA0287  HISTORY     - 1952     MONUMENTED       CGS
 DA0287
 DA0287                          STATION DESCRIPTION
 DA0287
 DA0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0287'4.45 MI E FROM VENTANA.
 DA0287'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0287'THENCE 0.7 MILES SOUTH ALONG A TRACK ROAD, 0.5 MILE NORTH OF THE
 DA0287'CROSSING OF A WIRE GATE IN THE CROTCH OF A Y JUNCTION OF A TRACK ROAD
 DA0287'LEADING NORTH ABOUT 100 YARDS SOUTH OF AN ABANDONED MINE, 36 FEET WEST
 DA0287'OF THE CENTER LINE OF A TRACK ROAD, 25 FEET NORTHEAST OF THE CENTER
 DA0287'LINE OF AND ABOUT 1 1/2 FEET LOWER THAN THE MAIN ROAD, 4.2 FEET SOUTH
 DA0287'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0287'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0432 ***********************************************************************
 ES0432  DESIGNATION -  L 312
 ES0432  PID         -  ES0432
 ES0432  STATE/COUNTY-  AZ/YAVAPAI
 ES0432  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0432
 ES0432                         *CURRENT SURVEY CONTROL
 ES0432  ___________________________________________________________________
 ES0432* NAD 83(1986)-  34 12 44.     (N)    111 55 04.     (W)     SCALED    
 ES0432* NAVD 88     -      1478.04   (+/-2cm)    4849.2    (feet)  VERTCON   
 ES0432  ___________________________________________________________________
 ES0432  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 ES0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0432
 ES0432.The horizontal coordinates were scaled from a topographic map and have
 ES0432.an estimated accuracy of +/- 6 seconds.
 ES0432
 ES0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0432.The vertical order pertains to the NGVD 29 superseded value.
 ES0432
 ES0432.The geoid height was determined by GEOID03.
 ES0432
 ES0432;                    North         East    Units  Estimated Accuracy
 ES0432;SPC AZ C     -   356,190.      213,260.      MT  (+/- 180 meters Scaled)
 ES0432
 ES0432                          SUPERSEDED SURVEY CONTROL
 ES0432
 ES0432  NGVD 29 (??/??/92) 1477.299  (m)         4846.77   (f) ADJ UNCH    2 0
 ES0432
 ES0432.Superseded values are not recommended for survey control.
 ES0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0432.See file dsdata.txt to determine how the superseded data were derived.
 ES0432
 ES0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC154860(NAD 83)
 ES0432_MARKER: DB = BENCH MARK DISK
 ES0432_SETTING: 66 = SET IN ROCK OUTCROP
 ES0432_SP_SET: ROCK LEDGE
 ES0432_STAMPING: L 312 1952
 ES0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0432+STABILITY: POSITION/ELEVATION WELL
 ES0432
 ES0432  HISTORY     - Date     Condition        Report By
 ES0432  HISTORY     - 1952     MONUMENTED       CGS
 ES0432  HISTORY     - 20080528 POOR             GEOCAC
 ES0432
 ES0432                          STATION DESCRIPTION
 ES0432
 ES0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0432'20.3 MI SE FROM CORDES.
 ES0432'20.3 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0432'CORDES, 0.3 MILE SOUTHWEST OF THE SUMMIT OF A LONG STEEP GRADE, ON THE
 ES0432'SOUTHWEST SLOPE OF A MOUNTAIN, ABOUT 60 YARDS EAST OF THE CENTER OF A
 ES0432'SHARP CURVE, IN TOP OF A ROCK LEDGE PROJECTING 2 FEET ABOVE THE
 ES0432'GROUND, 19 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 2 FEET LOWER
 ES0432'THAN THE ROAD, AND 1.8 FEET EAST OF THE WEST EDGE OF THE LEDGE.
 ES0432
 ES0432                          STATION RECOVERY (2008)
 ES0432
 ES0432'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0432'THE DISK IS MISSING BUT THE STEM IS STILL EMBEDDED IN THE ROCK.
 ES0432'PHOTOS ON GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0431 ***********************************************************************
 ES0431  DESIGNATION -  L 313
 ES0431  PID         -  ES0431
 ES0431  STATE/COUNTY-  AZ/YAVAPAI
 ES0431  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0431
 ES0431                         *CURRENT SURVEY CONTROL
 ES0431  ___________________________________________________________________
 ES0431* NAD 83(1986)-  34 12 42.     (N)    111 55 40.     (W)     SCALED    
 ES0431* NAVD 88     -      1405.27   (+/-2cm)    4610.5    (feet)  VERTCON   
 ES0431  ___________________________________________________________________
 ES0431  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 ES0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0431
 ES0431.The horizontal coordinates were scaled from a topographic map and have
 ES0431.an estimated accuracy of +/- 6 seconds.
 ES0431
 ES0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0431.The vertical order pertains to the NGVD 29 superseded value.
 ES0431
 ES0431.The geoid height was determined by GEOID03.
 ES0431
 ES0431;                    North         East    Units  Estimated Accuracy
 ES0431;SPC AZ C     -   356,130.      212,340.      MT  (+/- 180 meters Scaled)
 ES0431
 ES0431                          SUPERSEDED SURVEY CONTROL
 ES0431
 ES0431  NGVD 29 (??/??/92) 1404.536  (m)         4608.05   (f) ADJ UNCH    2 0
 ES0431
 ES0431.Superseded values are not recommended for survey control.
 ES0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0431.See file dsdata.txt to determine how the superseded data were derived.
 ES0431
 ES0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC145860(NAD 83)
 ES0431_MARKER: DB = BENCH MARK DISK
 ES0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0431_SP_SET: CULVERT
 ES0431_STAMPING: L 313 1952
 ES0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0431
 ES0431  HISTORY     - Date     Condition        Report By
 ES0431  HISTORY     - 1952     MONUMENTED       CGS
 ES0431  HISTORY     - 20080428 GOOD             GEOCAC
 ES0431
 ES0431                          STATION DESCRIPTION
 ES0431
 ES0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0431'19.6 MI SE FROM CORDES.
 ES0431'19.6 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0431'CORDES, ON THE OUTSIDE OF A SWITCH BACK CURVE, AT A 28-INCH CORRUGATED
 ES0431'METAL PIPE CULVERT UNDER THE ROAD, IN THE NORTHEAST SLOPE OF A 4-FOOT
 ES0431'BY 6-FOOT EMBEDDED GRANITE BOULDER PROJECTING 1 1/2 FEET AND LOCATED
 ES0431'ON THE SOUTH EDGE OF A SMALL WASH, 22 FEET NORTHWEST OF THE CENTER
 ES0431'LINE OF AND ABOUT LEVEL WITH THE ROAD, 17.8 FEET WEST OF THE TOP OF
 ES0431'THE NORTHWEST END OF THE CULVERT, 6 FEET SOUTH OF THE CENTER LINE OF
 ES0431'THE WASH, AND 2.0 FEET SOUTHEAST OF THE NORTHWEST POINT OF A BOULDER.
 ES0431
 ES0431                          STATION RECOVERY (2008)
 ES0431
 ES0431'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0195 ***********************************************************************
 ET0195  DESIGNATION -  L 314
 ET0195  PID         -  ET0195
 ET0195  STATE/COUNTY-  AZ/YAVAPAI
 ET0195  USGS QUAD   -  CLEATOR (1974)
 ET0195
 ET0195                         *CURRENT SURVEY CONTROL
 ET0195  ___________________________________________________________________
 ET0195* NAD 83(1986)-  34 21 58.     (N)    112 11 46.     (W)     SCALED    
 ET0195* NAVD 88     -      1294.74   (+/-2cm)    4247.8    (feet)  VERTCON   
 ET0195  ___________________________________________________________________
 ET0195  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 ET0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0195
 ET0195.The horizontal coordinates were scaled from a topographic map and have
 ET0195.an estimated accuracy of +/- 6 seconds.
 ET0195
 ET0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0195.The vertical order pertains to the NGVD 29 superseded value.
 ET0195
 ET0195.The geoid height was determined by GEOID03.
 ET0195
 ET0195;                    North         East    Units  Estimated Accuracy
 ET0195;SPC AZ C     -   373,300.      187,660.      MT  (+/- 180 meters Scaled)
 ET0195
 ET0195                          SUPERSEDED SURVEY CONTROL
 ET0195
 ET0195  NGVD 29 (??/??/92) 1293.994  (m)         4245.38   (f) ADJ UNCH    2 0
 ET0195
 ET0195.Superseded values are not recommended for survey control.
 ET0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0195.See file dsdata.txt to determine how the superseded data were derived.
 ET0195
 ET0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD900033(NAD 83)
 ET0195_MARKER: DB = BENCH MARK DISK
 ET0195_SETTING: 66 = SET IN ROCK OUTCROP
 ET0195_SP_SET: ROCK OUTCROP
 ET0195_STAMPING: L 314 1952
 ET0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0195+STABILITY: POSITION/ELEVATION WELL
 ET0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0195+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0195
 ET0195  HISTORY     - Date     Condition        Report By
 ET0195  HISTORY     - 1952     MONUMENTED       CGS
 ET0195  HISTORY     - 1974     GOOD             USGS
 ET0195  HISTORY     - 20040821 GOOD             USPSQD
 ET0195  HISTORY     - 20080125 GOOD             GEOCAC
 ET0195
 ET0195                          STATION DESCRIPTION
 ET0195
 ET0195'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0195'3.8 MI SE FROM MAYER.
 ET0195'3.7 MILES SOUTHEAST ALONG THE COUNTY ROAD FROM THE POST OFFICE IN
 ET0195'MAYER, 5.0 MILES NORTHWEST OF CORDES, 89.7 FEET SOUTHEAST OF THE EAST
 ET0195'END OF THE SOUTH CONCRETE HEADWALL AT AN 18 INCH METAL PIPE UNDER THE
 ET0195'ROAD, 80 FEET SOUTH OF AND ABOUT 6 FEET LOWER THAN THE CENTER LINE OF
 ET0195'THE ROAD, 38.6 FEET SOUTHEAST OF A POWER LINE POLE, IN TOP OF A 3-FOOT
 ET0195'BY 3-FOOT ROCK OUTCROP FLUSH WITH THE GROUND. A STANDARD DISK STAMPED
 ET0195'L 314 1952.
 ET0195
 ET0195                          STATION RECOVERY (2004)
 ET0195
 ET0195'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0195'RECOVERED AS DESCRIBED.
 ET0195
 ET0195                          STATION RECOVERY (2008)
 ET0195
 ET0195'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0195'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0195'34 21 58.6 (N)   112 11 46.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0533 ***********************************************************************
 ET0533  DESIGNATION -  L 315
 ET0533  PID         -  ET0533
 ET0533  STATE/COUNTY-  AZ/YAVAPAI
 ET0533  USGS QUAD   -  SKULL VALLEY (1979)
 ET0533
 ET0533                         *CURRENT SURVEY CONTROL
 ET0533  ___________________________________________________________________
 ET0533* NAD 83(1986)-  34 33 17.     (N)    112 40 13.     (W)     SCALED    
 ET0533* NAVD 88     -      1438.398  (meters)    4719.14   (feet)  POSTED    
 ET0533  ___________________________________________________________________
 ET0533  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 ET0533  DYNAMIC HT  -        1436.480 (meters)    4712.85  (feet)  COMP
 ET0533  MODELED GRAV-     979,250.7   (mgal)                       NAVD 88
 ET0533
 ET0533  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0533
 ET0533.The horizontal coordinates were scaled from a topographic map and have
 ET0533.an estimated accuracy of +/- 6 seconds.
 ET0533
 ET0533.The orthometric height was determined by differential leveling
 ET0533.and adjusted in November 2005.
 ET0533
 ET0533.The geoid height was determined by GEOID03.
 ET0533
 ET0533.The dynamic height is computed by dividing the NAVD 88
 ET0533.geopotential number by the normal gravity value computed on the
 ET0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0533.degrees latitude (g = 980.6199 gals.).
 ET0533
 ET0533.The modeled gravity was interpolated from observed gravity values.
 ET0533
 ET0533;                    North         East    Units  Estimated Accuracy
 ET0533;SPC AZ C     -   394,440.      144,200.      MT  (+/- 180 meters Scaled)
 ET0533
 ET0533                          SUPERSEDED SURVEY CONTROL
 ET0533
 ET0533  NGVD 29 (??/??/92) 1437.574  (m)         4716.44   (f) ADJ UNCH    2 0
 ET0533
 ET0533.Superseded values are not recommended for survey control.
 ET0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0533.See file dsdata.txt to determine how the superseded data were derived.
 ET0533
 ET0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD467249(NAD 83)
 ET0533_MARKER: DB = BENCH MARK DISK
 ET0533_SETTING: 0 = UNSPECIFIED SETTING
 ET0533_STAMPING: L 315 1952
 ET0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0533
 ET0533  HISTORY     - Date     Condition        Report By
 ET0533  HISTORY     - 1952     MONUMENTED       CGS
 ET0533  HISTORY     - 1974     GOOD             USGS
 ET0533
 ET0533                          STATION DESCRIPTION
 ET0533
 ET0533'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0533'4.3 MI N FROM SKULL VALLEY.
 ET0533'FROM THE PO AT SKULL VALLEY GO NO. ON THE PAVED RD. TOWARD PRESCOTT
 ET0533'4.1 MI.  0.2 MI. SO OF A DIRT RD LEADING TO THE EAST, ON A BRUSH
 ET0533'COVERED HILL AT THE NORTH END OF A CURVE AND ABOUT 100 FT. SO. OF A 10
 ET0533'FT. CUT, 64 FT. EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FT.
 ET0533'HIGHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0096 ***********************************************************************
 CZ0096  DESIGNATION -  L 317
 CZ0096  PID         -  CZ0096
 CZ0096  STATE/COUNTY-  AZ/PIMA
 CZ0096  USGS QUAD   -  TUCSON SE (1992)
 CZ0096
 CZ0096                         *CURRENT SURVEY CONTROL
 CZ0096  ___________________________________________________________________
 CZ0096* NAD 83(1986)-  32 04 24.     (N)    110 45 24.     (W)     SCALED    
 CZ0096* NAVD 88     -       938.77   (+/-2cm)    3079.9    (feet)  VERTCON   
 CZ0096  ___________________________________________________________________
 CZ0096  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CZ0096  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0096
 CZ0096.The horizontal coordinates were scaled from a topographic map and have
 CZ0096.an estimated accuracy of +/- 6 seconds.
 CZ0096
 CZ0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0096.The vertical order pertains to the NGVD 29 superseded value.
 CZ0096
 CZ0096.The geoid height was determined by GEOID03.
 CZ0096
 CZ0096;                    North         East    Units  Estimated Accuracy
 CZ0096;SPC AZ C     -   119,590.      322,880.      MT  (+/- 180 meters Scaled)
 CZ0096
 CZ0096                          SUPERSEDED SURVEY CONTROL
 CZ0096
 CZ0096  NGVD 29 (??/??/92)  938.064  (m)         3077.63   (f) ADJ UNCH    1 2
 CZ0096
 CZ0096.Superseded values are not recommended for survey control.
 CZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0096.See file dsdata.txt to determine how the superseded data were derived.
 CZ0096
 CZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA229485(NAD 83)
 CZ0096_MARKER: DB = BENCH MARK DISK
 CZ0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0096_SP_SET: CULVERT
 CZ0096_STAMPING: L 317 1952
 CZ0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0096+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 CZ0096
 CZ0096  HISTORY     - Date     Condition        Report By
 CZ0096  HISTORY     - 1952     MONUMENTED       CGS
 CZ0096  HISTORY     - 20031221 GOOD             GEOCAC
 CZ0096  HISTORY     - 20061215 GOOD             GEOCAC
 CZ0096
 CZ0096                          STATION DESCRIPTION
 CZ0096
 CZ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0096'3.2 MI NW FROM VAIL.
 CZ0096'3.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0096'RAILROAD STATION AT VAIL, IN THE TOP OF AND THE NORTHWEST END OF THE
 CZ0096'NORTHEAST CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE
 CZ0096'TRACK, 13.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.7 FOOT SOUTHEAST
 CZ0096'OF THE NORTHWEST END OF THE HEADWALL AND ABOUT 2 FEET LOWER THAN THE
 CZ0096'TRACK.
 CZ0096
 CZ0096                          STATION RECOVERY (2003)
 CZ0096
 CZ0096'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0096'RECOVERED IN GOOD CONDITION.
 CZ0096
 CZ0096                          STATION RECOVERY (2006)
 CZ0096
 CZ0096'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0096'FOUND AS DESCRIPTION STATES. SCALED COORDINATES WERE OFF AND MY
 CZ0096'READINGS ON A GPSMAP 60CX WERE N 32 04.408 W 110 45.422
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0883 ***********************************************************************
 CZ0883  DESIGNATION -  L 318
 CZ0883  PID         -  CZ0883
 CZ0883  STATE/COUNTY-  AZ/PIMA
 CZ0883  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0883
 CZ0883                         *CURRENT SURVEY CONTROL
 CZ0883  ___________________________________________________________________
 CZ0883* NAD 83(1986)-  32 25 10.     (N)    111 47 56.     (W)     SCALED    
 CZ0883* NAVD 88     -       546.60   (+/-2cm)    1793.3    (feet)  VERTCON   
 CZ0883  ___________________________________________________________________
 CZ0883  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0883
 CZ0883.The horizontal coordinates were scaled from a topographic map and have
 CZ0883.an estimated accuracy of +/- 6 seconds.
 CZ0883
 CZ0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0883.The vertical order pertains to the NGVD 29 superseded value.
 CZ0883
 CZ0883.The geoid height was determined by GEOID03.
 CZ0883
 CZ0883;                    North         East    Units  Estimated Accuracy
 CZ0883;SPC AZ C     -   157,380.      224,440.      MT  (+/- 180 meters Scaled)
 CZ0883
 CZ0883                          SUPERSEDED SURVEY CONTROL
 CZ0883
 CZ0883  NGVD 29 (??/??/92)  546.023  (m)         1791.41   (f) ADJ UNCH    2 0
 CZ0883
 CZ0883.Superseded values are not recommended for survey control.
 CZ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0883.See file dsdata.txt to determine how the superseded data were derived.
 CZ0883
 CZ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA248872(NAD 83)
 CZ0883_MARKER: DB = BENCH MARK DISK
 CZ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0883_STAMPING: L 318 1952
 CZ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0883+STABILITY: SURFACE MOTION
 CZ0883
 CZ0883  HISTORY     - Date     Condition        Report By
 CZ0883  HISTORY     - 1952     MONUMENTED       CGS
 CZ0883
 CZ0883                          STATION DESCRIPTION
 CZ0883
 CZ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0883'16.3 MI SE FROM KOMELIH.
 CZ0883'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0883'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 5.25 MILES SOUTH
 CZ0883'ALONG A DIM TRACK ROAD, 1.1 MILES SOUTH OF B.M. J93, ABOUT 1/2 MILE
 CZ0883'DUE EAST OF THE SOUTH END OF A LOW ROUND HILL, AT THE CROSSING OF A
 CZ0883'DEEP WASH, 25 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 CZ0883'ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE WASH, 13.4 FEET WEST OF
 CZ0883'A 14 INCH PALO VERDE TREE, 1.8 FEET SOUTH OF A WITNESS POST, AND SET
 CZ0883'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0049 ***********************************************************************
 DA0049  DESIGNATION -  L 319
 DA0049  PID         -  DA0049
 DA0049  STATE/COUNTY-  AZ/MARICOPA
 DA0049  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0049
 DA0049                         *CURRENT SURVEY CONTROL
 DA0049  ___________________________________________________________________
 DA0049* NAD 83(1986)-  32 41 28.     (N)    112 13 36.     (W)     SCALED    
 DA0049* NAVD 88     -       611.65   (+/-2cm)    2006.7    (feet)  VERTCON   
 DA0049  ___________________________________________________________________
 DA0049  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0049
 DA0049.The horizontal coordinates were scaled from a topographic map and have
 DA0049.an estimated accuracy of +/- 6 seconds.
 DA0049
 DA0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0049.The vertical order pertains to the NGVD 29 superseded value.
 DA0049
 DA0049.The geoid height was determined by GEOID03.
 DA0049
 DA0049;                    North         East    Units  Estimated Accuracy
 DA0049;SPC AZ C     -   187,540.      184,290.      MT  (+/- 180 meters Scaled)
 DA0049
 DA0049                          SUPERSEDED SURVEY CONTROL
 DA0049
 DA0049  NGVD 29 (??/??/92)  610.985  (m)         2004.54   (f) ADJ UNCH    2 0
 DA0049
 DA0049.Superseded values are not recommended for survey control.
 DA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0049.See file dsdata.txt to determine how the superseded data were derived.
 DA0049
 DA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB850177(NAD 83)
 DA0049_MARKER: DB = BENCH MARK DISK
 DA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0049_STAMPING: L 319 1952
 DA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0049+STABILITY: SURFACE MOTION
 DA0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0049+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0049
 DA0049  HISTORY     - Date     Condition        Report By
 DA0049  HISTORY     - 1952     MONUMENTED       CGS
 DA0049  HISTORY     - 20090206 GOOD             GEOCAC
 DA0049
 DA0049                          STATION DESCRIPTION
 DA0049
 DA0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0049'8.7 MI SE FROM STOUTS WELL.
 DA0049'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 5.7
 DA0049'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.6 MILES SOUTHEAST ALONG A
 DA0049'DIM TRACK ROAD AT THE JUNCTION OF A NORTHEAST-SOUTHWEST TRACK ROAD,
 DA0049'0.55 MILE EAST OF THE CROSSING OF A DIRT LEVEE, 0.25 MILE SOUTHWEST OF
 DA0049'THE Y JUNCTION OF A TRACK ROAD LEADING NORTH AND A T IN A FENCE LINE,
 DA0049'45 FEET EAST OF THE CENTER OF THE JUNCTION, 24 1/2 FEET SOUTHEAST OF
 DA0049'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND SET
 DA0049'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND,
 DA0049'AND ABOUT LEVEL WITH THE ROAD.
 DA0049
 DA0049                          STATION RECOVERY (2009)
 DA0049
 DA0049'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0049'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0049'32 41 29.0 (N)   112 13 36.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0255 ***********************************************************************
 FQ0255  DESIGNATION -  L 32
 FQ0255  PID         -  FQ0255
 FQ0255  STATE/COUNTY-  AZ/COCONINO
 FQ0255  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0255
 FQ0255                         *CURRENT SURVEY CONTROL
 FQ0255  ___________________________________________________________________
 FQ0255* NAD 83(1986)-  35 10 36.     (N)    111 39 44.     (W)     SCALED    
 FQ0255* NAVD 88     -      2098.022  (meters)    6883.26   (feet)  ADJUSTED  
 FQ0255  ___________________________________________________________________
 FQ0255  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 FQ0255  DYNAMIC HT  -        2095.035 (meters)    6873.46  (feet)  COMP
 FQ0255  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 FQ0255
 FQ0255  VERT ORDER  -  FIRST     CLASS II
 FQ0255
 FQ0255.The horizontal coordinates were scaled from a topographic map and have
 FQ0255.an estimated accuracy of +/- 6 seconds.
 FQ0255
 FQ0255.The orthometric height was determined by differential leveling
 FQ0255.and adjusted in June 1991.
 FQ0255
 FQ0255.The geoid height was determined by GEOID03.
 FQ0255
 FQ0255.The dynamic height is computed by dividing the NAVD 88
 FQ0255.geopotential number by the normal gravity value computed on the
 FQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0255.degrees latitude (g = 980.6199 gals.).
 FQ0255
 FQ0255.The modeled gravity was interpolated from observed gravity values.
 FQ0255
 FQ0255;                    North         East    Units  Estimated Accuracy
 FQ0255;SPC AZ C     -   463,200.      236,540.      MT  (+/- 180 meters Scaled)
 FQ0255
 FQ0255                          SUPERSEDED SURVEY CONTROL
 FQ0255
 FQ0255  NGVD 29 (??/??/92) 2096.974  (m)         6879.82   (f) ADJ UNCH    1 2
 FQ0255
 FQ0255.Superseded values are not recommended for survey control.
 FQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0255.See file dsdata.txt to determine how the superseded data were derived.
 FQ0255
 FQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD397928(NAD 83)
 FQ0255_MARKER: DB = BENCH MARK DISK
 FQ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0255_STAMPING: 6879.921 L 32 1933
 FQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0255+STABILITY: SURFACE MOTION
 FQ0255
 FQ0255  HISTORY     - Date     Condition        Report By
 FQ0255  HISTORY     - 1933     MONUMENTED       CGS
 FQ0255  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0255
 FQ0255                          STATION DESCRIPTION
 FQ0255
 FQ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0255'1.8 MI S FROM FLAGSTAFF.
 FQ0255'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0255'FLAGSTAFF, COCONINO COUNTY, ABOUT 144 YARDS SOUTH OF A CULVERT, ABOUT
 FQ0255'100 YARDS SOUTH OF A RAILROAD TRESTLE, ON A RIDGE SOUTH OF A DRY WASH,
 FQ0255'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 12 FEET SOUTH OF
 FQ0255'POLE 12376.  A STANDARD DISK, STAMPED 6879.921 L 32 1933 AND SET IN
 FQ0255'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FQ0255
 FQ0255                          STATION RECOVERY (1982)
 FQ0255
 FQ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0255'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0119 ***********************************************************************
 GO0119  DESIGNATION -  L 32
 GO0119  PID         -  GO0119
 GO0119  STATE/COUNTY-  AZ/APACHE
 GO0119  USGS QUAD   -  WINDY VALLEY (1968)
 GO0119
 GO0119                         *CURRENT SURVEY CONTROL
 GO0119  ___________________________________________________________________
 GO0119* NAD 83(1986)-  36 22 54.     (N)    109 43 22.     (W)     SCALED    
 GO0119* NAVD 88     -      1711.481  (meters)    5615.08   (feet)  ADJUSTED  
 GO0119  ___________________________________________________________________
 GO0119  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GO0119  DYNAMIC HT  -        1709.332 (meters)    5608.03  (feet)  COMP
 GO0119  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 GO0119
 GO0119  VERT ORDER  -  FIRST     CLASS II
 GO0119
 GO0119.The horizontal coordinates were scaled from a topographic map and have
 GO0119.an estimated accuracy of +/- 6 seconds.
 GO0119
 GO0119.The orthometric height was determined by differential leveling
 GO0119.and adjusted in June 1991.
 GO0119
 GO0119.The geoid height was determined by GEOID03.
 GO0119
 GO0119.The dynamic height is computed by dividing the NAVD 88
 GO0119.geopotential number by the normal gravity value computed on the
 GO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0119.degrees latitude (g = 980.6199 gals.).
 GO0119
 GO0119.The modeled gravity was interpolated from observed gravity values.
 GO0119
 GO0119;                    North         East    Units  Estimated Accuracy
 GO0119;SPC AZ E     -   596,950.      253,190.      MT  (+/- 180 meters Scaled)
 GO0119
 GO0119                          SUPERSEDED SURVEY CONTROL
 GO0119
 GO0119  NGVD 29 (??/??/92) 1710.570  (m)         5612.10   (f) ADJ UNCH    1 2
 GO0119
 GO0119.Superseded values are not recommended for survey control.
 GO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0119.See file dsdata.txt to determine how the superseded data were derived.
 GO0119
 GO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF145270(NAD 83)
 GO0119_MARKER: DB = BENCH MARK DISK
 GO0119_SETTING: 66 = SET IN ROCK OUTCROP
 GO0119_SP_SET: SET IN ROCK OUTCROP
 GO0119_STAMPING: L 32 1933
 GO0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0119+STABILITY: POSITION/ELEVATION WELL
 GO0119
 GO0119  HISTORY     - Date     Condition        Report By
 GO0119  HISTORY     - 1933     MONUMENTED       CGS
 GO0119  HISTORY     - 1934     GOOD             NGS
 GO0119  HISTORY     - 1968     GOOD             UTU
 GO0119
 GO0119                          STATION DESCRIPTION
 GO0119
 GO0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0119'24.5 MI NW FROM CHIN LEE.
 GO0119'24.5 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0119'ROAD, 8.6 MILES EAST OF THE WEST ROAD JUNCTION TO ROUGH ROCK SPRINGS,
 GO0119'300 FEET NORTHWEST OF THE TOP OF A STEEP GRADE DOWN INTO THE DRAW, SET
 GO0119'NEAR THE BOTTOM OF A RED SANDSTONE SLOPE ON THE SOUTHWEST SLOPE, 140
 GO0119'FEET NORTHWEST OF THE RIM OF A DRAW AND 53 FEET NORTHEAST OF THE
 GO0119'CENTERLINE OF THE ROAD.  A STANDARD DISK SET IN A SANDSTONE OUTCROP 11
 GO0119'YARDS NORTH OF THE SOUTH EDGE.
 GO0119
 GO0119                          STATION RECOVERY (1968)
 GO0119
 GO0119'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0756 ***********************************************************************
 DA0756  DESIGNATION -  L 320
 DA0756  PID         -  DA0756
 DA0756  STATE/COUNTY-  AZ/MARICOPA
 DA0756  USGS QUAD   -  SENTINEL NE (1986)
 DA0756
 DA0756                         *CURRENT SURVEY CONTROL
 DA0756  ___________________________________________________________________
 DA0756* NAD 83(1986)-  32 53 22.     (N)    113 01 55.     (W)     SCALED    
 DA0756* NAVD 88     -       232.367  (meters)     762.36   (feet)  ADJUSTED  
 DA0756  ___________________________________________________________________
 DA0756  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA0756  DYNAMIC HT  -         232.099 (meters)     761.48  (feet)  COMP
 DA0756  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DA0756
 DA0756  VERT ORDER  -  FIRST     CLASS II
 DA0756
 DA0756.The horizontal coordinates were scaled from a topographic map and have
 DA0756.an estimated accuracy of +/- 6 seconds.
 DA0756
 DA0756.The orthometric height was determined by differential leveling
 DA0756.and adjusted in June 1991.
 DA0756
 DA0756.The geoid height was determined by GEOID03.
 DA0756
 DA0756.The dynamic height is computed by dividing the NAVD 88
 DA0756.geopotential number by the normal gravity value computed on the
 DA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0756.degrees latitude (g = 980.6199 gals.).
 DA0756
 DA0756.The modeled gravity was interpolated from observed gravity values.
 DA0756
 DA0756;                    North         East    Units  Estimated Accuracy
 DA0756;SPC AZ C     -   210,040.      109,010.      MT  (+/- 180 meters Scaled)
 DA0756
 DA0756                          SUPERSEDED SURVEY CONTROL
 DA0756
 DA0756  NGVD 29 (??/??/92)  231.745  (m)          760.32   (f) ADJ UNCH    1 2
 DA0756
 DA0756.Superseded values are not recommended for survey control.
 DA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0756.See file dsdata.txt to determine how the superseded data were derived.
 DA0756
 DA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB099408(NAD 83)
 DA0756_MARKER: DB = BENCH MARK DISK
 DA0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0756_STAMPING: L 320 1952
 DA0756_MARK LOGO: CGS   
 DA0756_PROJECTION: FLUSH
 DA0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0756+STABILITY: SURFACE MOTION
 DA0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0756+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0756
 DA0756  HISTORY     - Date     Condition        Report By
 DA0756  HISTORY     - 1952     MONUMENTED       CGS
 DA0756  HISTORY     - 1980     GOOD             NGS
 DA0756  HISTORY     - 1980     GOOD             NGS
 DA0756  HISTORY     - 20060128 GOOD             USPSQD
 DA0756  HISTORY     - 20060128 GOOD             USPSQD
 DA0756
 DA0756                          STATION DESCRIPTION
 DA0756
 DA0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0756'10.8 MI E FROM SENTINEL.
 DA0756'10.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0756'WATER TANK AT SENTINEL, 54.2 FEET NORTHEAST OF THE NORTHEAST END OF
 DA0756'BRIDGE NO. 836.99, 39.1 FEET NORTH OF THE NORTH RAIL, 2.7 FEET EAST OF
 DA0756'MILEPOST 837, 2.2 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 DA0756'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0756'ABOVE THE GROUND.
 DA0756
 DA0756                          STATION RECOVERY (1980)
 DA0756
 DA0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0756'17.5 KM (10.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0756'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0756'RAILROAD MILEPOLE 837, 11.9 METERS (39.0 FT) NORTHWEST OF THE
 DA0756'NORTHWEST RAIL, 16.5 METERS (54.0 FT) NORTH OF THE NORTHEAST CORNER
 DA0756'OF RAILROAD BRIDGE NUMBER 836.99, 0.9 METER (3.0 FT) NORTHEAST OF THE
 DA0756'MILEPOLE.
 DA0756'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0756'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0756
 DA0756                          STATION RECOVERY (1980)
 DA0756
 DA0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0756'17.5 KM (10.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0756'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0756'RAILROAD MILEPOLE 837, 11.9 METERS (39.0 FT) NORTHWEST OF THE
 DA0756'NORTHWEST RAIL, 16.5 METERS (54.0 FT) NORTH OF THE NORTHEAST CORNER
 DA0756'OF RAILROAD BRIDGE NUMBER 836.99, 0.9 METER (3.0 FT) NORTHEAST OF THE
 DA0756'MILEPOLE.
 DA0756'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0756'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0756
 DA0756                          STATION RECOVERY (2006)
 DA0756
 DA0756'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0756'RECOVERED AS DESCRIBED.
 DA0756
 DA0756                          STATION RECOVERY (2006)
 DA0756
 DA0756'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0756'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0723 ***********************************************************************
 DA0723  DESIGNATION -  L 321
 DA0723  PID         -  DA0723
 DA0723  STATE/COUNTY-  AZ/YUMA
 DA0723  USGS QUAD   -  AZTEC SE (1982)
 DA0723
 DA0723                         *CURRENT SURVEY CONTROL
 DA0723  ___________________________________________________________________
 DA0723* NAD 83(1986)-  32 50 20.     (N)    113 19 51.     (W)     SCALED    
 DA0723* NAVD 88     -       167.719  (meters)     550.26   (feet)  ADJUSTED  
 DA0723  ___________________________________________________________________
 DA0723  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA0723  DYNAMIC HT  -         167.525 (meters)     549.62  (feet)  COMP
 DA0723  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DA0723
 DA0723  VERT ORDER  -  FIRST     CLASS II
 DA0723
 DA0723.The horizontal coordinates were scaled from a topographic map and have
 DA0723.an estimated accuracy of +/- 6 seconds.
 DA0723
 DA0723.The orthometric height was determined by differential leveling
 DA0723.and adjusted in June 1991.
 DA0723
 DA0723.The geoid height was determined by GEOID03.
 DA0723
 DA0723.The dynamic height is computed by dividing the NAVD 88
 DA0723.geopotential number by the normal gravity value computed on the
 DA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0723.degrees latitude (g = 980.6199 gals.).
 DA0723
 DA0723.The modeled gravity was interpolated from observed gravity values.
 DA0723
 DA0723;                    North         East    Units  Estimated Accuracy
 DA0723;SPC AZ W     -   203,970.      252,600.      MT  (+/- 180 meters Scaled)
 DA0723
 DA0723                          SUPERSEDED SURVEY CONTROL
 DA0723
 DA0723  NGVD 29 (??/??/92)  167.146  (m)          548.38   (f) ADJ UNCH    1 2
 DA0723
 DA0723.Superseded values are not recommended for survey control.
 DA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0723.See file dsdata.txt to determine how the superseded data were derived.
 DA0723
 DA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB818358(NAD 83)
 DA0723_MARKER: DB = BENCH MARK DISK
 DA0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0723_STAMPING: L 321 1952
 DA0723_MARK LOGO: CGS   
 DA0723_PROJECTION: FLUSH
 DA0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0723+STABILITY: SURFACE MOTION
 DA0723
 DA0723  HISTORY     - Date     Condition        Report By
 DA0723  HISTORY     - 1952     MONUMENTED       CGS
 DA0723  HISTORY     - 1960     GOOD             NGS
 DA0723  HISTORY     - 1980     GOOD             NGS
 DA0723  HISTORY     - 1980     GOOD             NGS
 DA0723
 DA0723                          STATION DESCRIPTION
 DA0723
 DA0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0723'IN AZTEC.
 DA0723'7.5 MILES FROM THE POST OFFICE AT AZTEC EASTWARD ALONG U. S. HIGHWAY
 DA0723'80, 0.15 MILE EAST OF THE YUMA-MARICOPA COUNTY LINE, 95 FEET NORTH OF
 DA0723'THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH FROM A WHITE WOODEN
 DA0723'WITNESS POST, 1 1/2 FOOT INSIDE THE FENCE LINE.  A STANDARD DISK SET
 DA0723'IN A CYLINDRICAL CONCRETE POST PROJECTING 4-INCHES AND SET NEAR THE
 DA0723'FENCE LINE OF THE PRESENT HIGHWAY RIGHT-OF-WAY.  DIRECTION TAKEN TO
 DA0723'THIS MARK FROM BOUNDARY R.M.3, AT COUNTY LINE.  NOTE-- 7.2 MILES WEST
 DA0723'ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL, 255 FEET NORTH
 DA0723'OF MILEPOST 819, 88 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DA0723
 DA0723                          STATION RECOVERY (1980)
 DA0723
 DA0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0723'11.6 KM (7.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0723'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, SET IN
 DA0723'THE CENTER MEDIAN OF INTERSTATE HIGHWAY 8, 0.25 KM (0.15 MI)
 DA0723'NORTHEAST OF THE MARICOPA-YUMA COUNTY LINE, AT HIGHWAY MILEPOST 80,
 DA0723'79.2 METERS (260 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 DA0723'22.9 METERS (75.0 FT) NORTHWEST OF THE CENTERLINE OF THE EAST-BOUND
 DA0723'LANES OF THE HIGHWAY, 13.1 METERS (43.0 FT) SOUTHEAST OF THE
 DA0723'CENTERLINE OF THE WEST-BOUND LANES.
 DA0723'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA0723'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
 DA0723
 DA0723                          STATION RECOVERY (1980)
 DA0723
 DA0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0723'11.6 KM (7.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0723'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, SET IN
 DA0723'THE CENTER MEDIAN OF INTERSTATE HIGHWAY 8, 0.25 KM (0.15 MI)
 DA0723'NORTHEAST OF THE MARICOPA-YUMA COUNTY LINE, AT HIGHWAY MILEPOST 80,
 DA0723'79.2 METERS (260 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 DA0723'22.9 METERS (75.0 FT) NORTHWEST OF THE CENTERLINE OF THE EAST-BOUND
 DA0723'LANES OF THE HIGHWAY, 13.1 METERS (43.0 FT) SOUTHEAST OF THE
 DA0723'CENTERLINE OF THE WEST-BOUND LANES.
 DA0723'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA0723'THE MARK IS 0.6 M BELOW THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0844 ***********************************************************************
 DV0844  DESIGNATION -  L 322
 DV0844  PID         -  DV0844
 DV0844  STATE/COUNTY-  AZ/MARICOPA
 DV0844  USGS QUAD   -  HASSAYAMPA (1978)
 DV0844
 DV0844                         *CURRENT SURVEY CONTROL
 DV0844  ___________________________________________________________________
 DV0844* NAD 83(1986)-  33 21 49.     (N)    112 44 17.     (W)     SCALED    
 DV0844* NAVD 88     -       270.669  (meters)     888.02   (feet)  ADJUSTED  
 DV0844  ___________________________________________________________________
 DV0844  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DV0844  DYNAMIC HT  -         270.356 (meters)     886.99  (feet)  COMP
 DV0844  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DV0844
 DV0844  VERT ORDER  -  FIRST     CLASS II
 DV0844
 DV0844.The horizontal coordinates were scaled from a topographic map and have
 DV0844.an estimated accuracy of +/- 6 seconds.
 DV0844
 DV0844.The orthometric height was determined by differential leveling
 DV0844.and adjusted in June 1991.
 DV0844
 DV0844.The geoid height was determined by GEOID03.
 DV0844
 DV0844.The dynamic height is computed by dividing the NAVD 88
 DV0844.geopotential number by the normal gravity value computed on the
 DV0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0844.degrees latitude (g = 980.6199 gals.).
 DV0844
 DV0844.The modeled gravity was interpolated from observed gravity values.
 DV0844
 DV0844;                    North         East    Units  Estimated Accuracy
 DV0844;SPC AZ C     -   262,380.      136,920.      MT  (+/- 180 meters Scaled)
 DV0844
 DV0844                          SUPERSEDED SURVEY CONTROL
 DV0844
 DV0844  NGVD 29 (??/??/92)  270.042  (m)          885.96   (f) ADJ UNCH    1 2
 DV0844
 DV0844.Superseded values are not recommended for survey control.
 DV0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0844.See file dsdata.txt to determine how the superseded data were derived.
 DV0844
 DV0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB382929(NAD 83)
 DV0844_MARKER: DB = BENCH MARK DISK
 DV0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0844_SP_SET: CONCRETE POST
 DV0844_STAMPING: L 322 1952
 DV0844_MARK LOGO: CGS   
 DV0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0844+STABILITY: SURFACE MOTION
 DV0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0844+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0844
 DV0844  HISTORY     - Date     Condition        Report By
 DV0844  HISTORY     - 1952     MONUMENTED       CGS
 DV0844  HISTORY     - 1960     GOOD             NGS
 DV0844  HISTORY     - 1981     GOOD             NGS
 DV0844  HISTORY     - 19920316 GOOD             NGS
 DV0844
 DV0844                          STATION DESCRIPTION
 DV0844
 DV0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0844'9 MI W FROM BUCKEYE.
 DV0844'9 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0844'STATION AT BUCKEYE, 5.4 MILES NORTHEAST OF HASSAYAMPA, 0.2 MILE WEST
 DV0844'OF MILEPOST 867, 0.2 MILE WEST OF THE WEST END OF A BRIDGE OVER THE
 DV0844'HASSAYAMPA RIVER, 2 POLES EAST OF A POWER LINE CROSSING, 159 FEET
 DV0844'SOUTHWEST OF THE CENTER LINE OF A CATTLE GUARD, 53.2 FEET SOUTH OF THE
 DV0844'SOUTH RAIL, 2.2 FEET WEST OF A POWER POLE WITH A GUY WIRE, ABOUT 1
 DV0844'FOOT LOWER THAN THE RAILROAD TRACK, AND SET IN THE TOP OF A CONCRETE
 DV0844'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0844
 DV0844                          STATION RECOVERY (1960)
 DV0844
 DV0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0844'RECOVERED IN GOOD CONDITION.
 DV0844
 DV0844                          STATION RECOVERY (1981)
 DV0844
 DV0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0844'RECOVERED IN GOOD CONDITION.
 DV0844
 DV0844                          STATION RECOVERY (1992)
 DV0844
 DV0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0844'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0844'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0844'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0844'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0844'SOUTHERLY ALONG WILSON AVENUE, THENCE 7.4 KM (4.60 MI) WESTERLY ALONG
 DV0844'THE SOUTHERN PACIFIC RAILROAD, 16.2 M (53.1 FT) SOUTH OF THE NEAR
 DV0844'RAIL, 0.6 M (2.0 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M
 DV0844'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.1
 DV0844'M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0209 ***********************************************************************
 DU0209  DESIGNATION -  L 323
 DU0209  PID         -  DU0209
 DU0209  STATE/COUNTY-  AZ/GRAHAM
 DU0209  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0209
 DU0209                         *CURRENT SURVEY CONTROL
 DU0209  ___________________________________________________________________
 DU0209* NAD 83(1986)-  33 20 18.     (N)    110 02 37.     (W)     SCALED    
 DU0209* NAVD 88     -      1501.729  (meters)    4926.92   (feet)  ADJUSTED  
 DU0209  ___________________________________________________________________
 DU0209  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DU0209  DYNAMIC HT  -        1499.536 (meters)    4919.73  (feet)  COMP
 DU0209  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 DU0209
 DU0209  VERT ORDER  -  SECOND    CLASS 0
 DU0209
 DU0209.The horizontal coordinates were scaled from a topographic map and have
 DU0209.an estimated accuracy of +/- 6 seconds.
 DU0209
 DU0209.The orthometric height was determined by differential leveling
 DU0209.and adjusted in June 1991.
 DU0209
 DU0209.The geoid height was determined by GEOID03.
 DU0209
 DU0209.The dynamic height is computed by dividing the NAVD 88
 DU0209.geopotential number by the normal gravity value computed on the
 DU0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0209.degrees latitude (g = 980.6199 gals.).
 DU0209
 DU0209.The modeled gravity was interpolated from observed gravity values.
 DU0209
 DU0209;                    North         East    Units  Estimated Accuracy
 DU0209;SPC AZ E     -   259,280.      224,820.      MT  (+/- 180 meters Scaled)
 DU0209
 DU0209                          SUPERSEDED SURVEY CONTROL
 DU0209
 DU0209  NGVD 29 (??/??/92) 1501.017  (m)         4924.59   (f) ADJ UNCH    2 0
 DU0209
 DU0209.Superseded values are not recommended for survey control.
 DU0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0209.See file dsdata.txt to determine how the superseded data were derived.
 DU0209
 DU0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB890892(NAD 83)
 DU0209_MARKER: DB = BENCH MARK DISK
 DU0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0209_STAMPING: L 323 1952
 DU0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0209+STABILITY: SURFACE MOTION
 DU0209
 DU0209  HISTORY     - Date     Condition        Report By
 DU0209  HISTORY     - 1952     MONUMENTED       CGS
 DU0209
 DU0209                          STATION DESCRIPTION
 DU0209
 DU0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0209'3.9 MI SW FROM ACH CREEK RANCH.
 DU0209'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0209'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0209'0.3 MILE SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, THENCE 1.2 MILES
 DU0209'SOUTHEAST ALONG THE OLD ARSENIC TUBS ROAD, ABOUT 1.2 MILES SOUTHEAST
 DU0209'OF THE JUNCTION OF CALVA ROAD, ABOUT 0.2 MILE SOUTHEAST OF A POINT
 DU0209'WHERE THE ROAD CROSSES A DEEP WASH, 1 MILE NORTHWEST OF A GATE, 46
 DU0209'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHEAST OF A
 DU0209'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DU0209'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0455 ***********************************************************************
 CY0455  DESIGNATION -  L 324
 CY0455  PID         -  CY0455
 CY0455  STATE/COUNTY-  AZ/COCHISE
 CY0455  USGS QUAD   -  LUZENA (1979)
 CY0455
 CY0455                         *CURRENT SURVEY CONTROL
 CY0455  ___________________________________________________________________
 CY0455* NAD 83(1986)-  32 19 32.     (N)    109 30 36.     (W)     SCALED    
 CY0455* NAVD 88     -      1165.334  (meters)    3823.27   (feet)  ADJUSTED  
 CY0455  ___________________________________________________________________
 CY0455  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0455  DYNAMIC HT  -        1163.623 (meters)    3817.65  (feet)  COMP
 CY0455  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 CY0455
 CY0455  VERT ORDER  -  FIRST     CLASS II
 CY0455
 CY0455.The horizontal coordinates were scaled from a topographic map and have
 CY0455.an estimated accuracy of +/- 6 seconds.
 CY0455
 CY0455.The orthometric height was determined by differential leveling
 CY0455.and adjusted in June 1991.
 CY0455
 CY0455.The geoid height was determined by GEOID03.
 CY0455
 CY0455.The dynamic height is computed by dividing the NAVD 88
 CY0455.geopotential number by the normal gravity value computed on the
 CY0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0455.degrees latitude (g = 980.6199 gals.).
 CY0455
 CY0455.The modeled gravity was interpolated from observed gravity values.
 CY0455
 CY0455;                    North         East    Units  Estimated Accuracy
 CY0455;SPC AZ E     -   147,150.      275,190.      MT  (+/- 180 meters Scaled)
 CY0455
 CY0455                          SUPERSEDED SURVEY CONTROL
 CY0455
 CY0455  NGVD 29 (??/??/92) 1164.899  (m)         3821.84   (f) ADJ UNCH    1 2
 CY0455
 CY0455.Superseded values are not recommended for survey control.
 CY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0455.See file dsdata.txt to determine how the superseded data were derived.
 CY0455
 CY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA402774(NAD 83)
 CY0455_MARKER: DB = BENCH MARK DISK
 CY0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0455_STAMPING: L 324 1952
 CY0455_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0455+STABILITY: SURFACE MOTION
 CY0455
 CY0455  HISTORY     - Date     Condition        Report By
 CY0455  HISTORY     - 1952     MONUMENTED       CGS
 CY0455  HISTORY     - 1960     GOOD             NGS
 CY0455  HISTORY     - 1974     GOOD             USGS
 CY0455  HISTORY     - 1979     GOOD             NGS
 CY0455
 CY0455                          STATION DESCRIPTION
 CY0455
 CY0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0455'1.6 MI W FROM BOWIE.
 CY0455'0.1 MILE SOUTH ALONG THE STREET TO THE HIGHWAY, THENCE 1.1 MILES WEST
 CY0455'ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT BOWIE, THENCE 0.4 MILE
 CY0455'SOUTHWEST, AT THE SOUTHWEST END OF THE NORTHEAST-SOUTHWEST RUNWAY OF
 CY0455'THE BOWIE AIRPORT, 73.0 FEET NW OF THE CENTER LINE OF THE
 CY0455'NORTHEAST-SOUTHWEST RUNWAY, 12.0 FEET NORTHWEST OF A POINT IN LINE
 CY0455'WITH THE SOUTHWEST END OF THE RUNWAY, 2.2 FEET SOUTH OF A WITNESS
 CY0455'POST, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE
 CY0455'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CY0455
 CY0455                          STATION RECOVERY (1960)
 CY0455
 CY0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0455'RECOVERED IN GOOD CONDITION.
 CY0455
 CY0455                          STATION RECOVERY (1974)
 CY0455
 CY0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY0455'BOWIE, 0.8 MI WEST OF POST OFFICE ALONG BUSINESS ROUTE I-10, TO A T
 CY0455'ROAD SOUTH, THENCE 0.5 MILE SOUTH TO SOUTH SIDE OF UNDERPASS AND T
 CY0455'ROAD, TURN RIGHT ON FRONTAGE ROAD AND GO WEST 0.6 MI TO CONCRETE
 CY0455'CULVERT UNDER ROAD, 280 FEET WEST ALONG ROAD FROM CULVERT AND 420
 CY0455'FEET SOUTH OF ROAD. 2.2 FEET SOUTH OF A WITNESS POST AND SET IN THE
 CY0455'TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
 CY0455
 CY0455                          STATION RECOVERY (1979)
 CY0455
 CY0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0455'2.6 KILOMETERS (1.6 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0455'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.3 KILOMETER (0.2 MILE) EAST OF
 CY0455'MILE POST 363, 132.5 METERS (435 FEET) SOUTHEAST OF THE CENTERLINE
 CY0455'OF THE SOUTHEAST FRONTAGE ROAD, 108.4 METERS (356 FEET) SOUTHEAST
 CY0455'OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 48.5 METERS (156 FEET) WEST OF
 CY0455'THE SECOND POWER LINE POLE WEST OF A JUNCTION POWER LINE POLE WITH
 CY0455'A GUY WIRE, 4.8 METERS (15.5 FEET) SOUTH OF A POINT IN LINE WITH A
 CY0455'ROW OF POWER LINE POLES AND 0.8 METER (2.5 FEET) SOUTH OF A WOODEN
 CY0455'WITNESS POST.
 CY0455'THE MARK IS 108 METERS  SE FROM A WITNESS POST.
 CY0455'THE MARK IS 1 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0359 ***********************************************************************
 CY0359  DESIGNATION -  L 325
 CY0359  PID         -  CY0359
 CY0359  STATE/COUNTY-  AZ/COCHISE
 CY0359  USGS QUAD   -  COCHISE (1985)
 CY0359
 CY0359                         *CURRENT SURVEY CONTROL
 CY0359  ___________________________________________________________________
 CY0359* NAD 83(1986)-  32 02 40.     (N)    109 58 14.     (W)     SCALED    
 CY0359* NAVD 88     -      1353.80   (+/-2cm)    4441.6    (feet)  VERTCON   
 CY0359  ___________________________________________________________________
 CY0359  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0359  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0359
 CY0359.The horizontal coordinates were scaled from a topographic map and have
 CY0359.an estimated accuracy of +/- 6 seconds.
 CY0359
 CY0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0359.The vertical order pertains to the NGVD 29 superseded value.
 CY0359
 CY0359.The geoid height was determined by GEOID03.
 CY0359
 CY0359;                    North         East    Units  Estimated Accuracy
 CY0359;SPC AZ E     -   115,810.      231,880.      MT  (+/- 180 meters Scaled)
 CY0359
 CY0359                          SUPERSEDED SURVEY CONTROL
 CY0359
 CY0359  NGVD 29 (??/??/92) 1352.968  (m)         4438.86   (f) ADJ UNCH    1 2
 CY0359
 CY0359.Superseded values are not recommended for survey control.
 CY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0359.See file dsdata.txt to determine how the superseded data were derived.
 CY0359
 CY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA971458(NAD 83)
 CY0359_MARKER: DB = BENCH MARK DISK
 CY0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0359_STAMPING: L 325 1952
 CY0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0359+STABILITY: SURFACE MOTION
 CY0359
 CY0359  HISTORY     - Date     Condition        Report By
 CY0359  HISTORY     - 1952     MONUMENTED       CGS
 CY0359
 CY0359                          STATION DESCRIPTION
 CY0359
 CY0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0359'4.4 MI NE FROM DRAGOON.
 CY0359'4.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0359'THE STATION AT DRAGOON, 5.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0359'COMPANY RAILROAD FROM THE STATION AT COCHISE, 0.3 MILE NORTHEAST OF
 CY0359'MILEPOLE NUMBER 1058, AT THE STATION SIGN AT MANZORO, 108.0 FEET NORTH
 CY0359'OF A CYLINDRICAL TELEPHONE HOUSE, 102.9 FEET NORTH OF THE STATION SIGN
 CY0359'AT MANZORO, 98.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 26.0 FEET
 CY0359'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A
 CY0359'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1.0 FOOT LOWER THAN THE
 CY0359'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CY0359'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0405 ***********************************************************************
 ES0405  DESIGNATION -  L 329
 ES0405  PID         -  ES0405
 ES0405  STATE/COUNTY-  AZ/YAVAPAI
 ES0405  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0405
 ES0405                         *CURRENT SURVEY CONTROL
 ES0405  ___________________________________________________________________
 ES0405* NAD 83(1986)-  34 11 26.     (N)    111 59 26.     (W)     SCALED    
 ES0405* NAVD 88     -      1208.11   (+/-2cm)    3963.6    (feet)  VERTCON   
 ES0405  ___________________________________________________________________
 ES0405  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 ES0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0405
 ES0405.The horizontal coordinates were scaled from a topographic map and have
 ES0405.an estimated accuracy of +/- 6 seconds.
 ES0405
 ES0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0405.The vertical order pertains to the NGVD 29 superseded value.
 ES0405
 ES0405.The geoid height was determined by GEOID03.
 ES0405
 ES0405;                    North         East    Units  Estimated Accuracy
 ES0405;SPC AZ C     -   353,790.      206,550.      MT  (+/- 180 meters Scaled)
 ES0405
 ES0405                          SUPERSEDED SURVEY CONTROL
 ES0405
 ES0405  NGVD 29 (??/??/92) 1207.427  (m)         3961.37   (f) ADJ UNCH    2 0
 ES0405
 ES0405.Superseded values are not recommended for survey control.
 ES0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0405.See file dsdata.txt to determine how the superseded data were derived.
 ES0405
 ES0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC087837(NAD 83)
 ES0405_MARKER: DB = BENCH MARK DISK
 ES0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0405_STAMPING: L 329 1952
 ES0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0405+STABILITY: SURFACE MOTION
 ES0405
 ES0405  HISTORY     - Date     Condition        Report By
 ES0405  HISTORY     - 1952     MONUMENTED       CGS
 ES0405  HISTORY     - 20080302 POOR             GEOCAC
 ES0405
 ES0405                          STATION DESCRIPTION
 ES0405
 ES0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0405'17.6 MI SE FROM CORDES.
 ES0405'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ES0405'STORE AT CORDES, THENCE 2.7 MILES SOUTH ALONG A TRACK ROAD, 15 FEET
 ES0405'SOUTHWEST OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING
 ES0405'WEST, 0.4 MILE SOUTH OF THE ENTRANCE TO TONTO NATIONAL FOREST, 104
 ES0405'FEET NORTH OF THE CENTER OF A SMALL WASH CROSSING THE ROAD, 30 FEET
 ES0405'WEST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 3.6
 ES0405'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ES0405'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ES0405
 ES0405                          STATION RECOVERY (2008)
 ES0405
 ES0405'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0405'THE TOP OF THE ROUND CONCRETE MONUMENT HAS BEEN KNOCKED OFF ALONG WITH
 ES0405'THE MARK WHICH IS MISSING.  A PIPE OR TUBE REMAINS EMBEDDED IN THE
 ES0405'MONUMENT, POSSIBLY PART OF HOW THE MARK WAS MOUNTED.   DUE TO ROAD
 ES0405'RELOCATION THE MONUMENT IS NOW ON THE LEFT EDGE OF THE ROAD.  SEE
 ES0405'PICTURES AT GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0143 ***********************************************************************
 GO0143  DESIGNATION -  L 33
 GO0143  PID         -  GO0143
 GO0143  STATE/COUNTY-  AZ/APACHE
 GO0143  USGS QUAD   -  LITTLE WHITE HOUSE RUINS (1982)
 GO0143
 GO0143                         *CURRENT SURVEY CONTROL
 GO0143  ___________________________________________________________________
 GO0143* NAD 83(1986)-  36 01 07.     (N)    109 36 20.     (W)     SCALED    
 GO0143* NAVD 88     -      1803.853  (meters)    5918.14   (feet)  ADJUSTED  
 GO0143  ___________________________________________________________________
 GO0143  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GO0143  DYNAMIC HT  -        1801.556 (meters)    5910.60  (feet)  COMP
 GO0143  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 GO0143
 GO0143  VERT ORDER  -  FIRST     CLASS II
 GO0143
 GO0143.The horizontal coordinates were scaled from a topographic map and have
 GO0143.an estimated accuracy of +/- 6 seconds.
 GO0143
 GO0143.The orthometric height was determined by differential leveling
 GO0143.and adjusted in June 1991.
 GO0143
 GO0143.The geoid height was determined by GEOID03.
 GO0143
 GO0143.The dynamic height is computed by dividing the NAVD 88
 GO0143.geopotential number by the normal gravity value computed on the
 GO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0143.degrees latitude (g = 980.6199 gals.).
 GO0143
 GO0143.The modeled gravity was interpolated from observed gravity values.
 GO0143
 GO0143;                    North         East    Units  Estimated Accuracy
 GO0143;SPC AZ E     -   556,720.      263,940.      MT  (+/- 180 meters Scaled)
 GO0143
 GO0143                          SUPERSEDED SURVEY CONTROL
 GO0143
 GO0143  NGVD 29 (??/??/92) 1802.985  (m)         5915.29   (f) ADJ UNCH    1 2
 GO0143
 GO0143.Superseded values are not recommended for survey control.
 GO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0143.See file dsdata.txt to determine how the superseded data were derived.
 GO0143
 GO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE256869(NAD 83)
 GO0143_MARKER: DB = BENCH MARK DISK
 GO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0143_STAMPING: L 33 1933
 GO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0143+STABILITY: SURFACE MOTION
 GO0143
 GO0143  HISTORY     - Date     Condition        Report By
 GO0143  HISTORY     - 1933     MONUMENTED       CGS
 GO0143  HISTORY     - 1934     GOOD             NGS
 GO0143
 GO0143                          STATION DESCRIPTION
 GO0143
 GO0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0143'13.4 MI SE FROM CHIN LEE.
 GO0143'13.4 MILES SOUTHEAST OF THE POST OFFICE ALONG THE CHIN LEE-GANADO
 GO0143'ROAD, 7.1 MILES SOUTHEAST OF A WOODEN BRIDGE OVER A WASH, AT THE CREST
 GO0143'OF A RISE, SET IN A POST 30 FEET WEST OF THE CENTERLINE OF THE ROAD
 GO0143'AND 3 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE TO THE WEST, LEVEL
 GO0143'WITH THE ROAD.  A STANDARD DISK SET IN A CONCRETE POST PROJECTING 3
 GO0143'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0312 ***********************************************************************
 CY0312  DESIGNATION -  L 330
 CY0312  PID         -  CY0312
 CY0312  STATE/COUNTY-  AZ/COCHISE
 CY0312  USGS QUAD   -  SAN SIMON (1987)
 CY0312
 CY0312                         *CURRENT SURVEY CONTROL
 CY0312  ___________________________________________________________________
 CY0312* NAD 83(1986)-  32 15 01.     (N)    109 08 45.     (W)     SCALED    
 CY0312* NAVD 88     -      1148.865  (meters)    3769.23   (feet)  ADJUSTED  
 CY0312  ___________________________________________________________________
 CY0312  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CY0312  DYNAMIC HT  -        1147.159 (meters)    3763.64  (feet)  COMP
 CY0312  MODELED GRAV-     979,115.3   (mgal)                       NAVD 88
 CY0312
 CY0312  VERT ORDER  -  FIRST     CLASS II
 CY0312
 CY0312.The horizontal coordinates were scaled from a topographic map and have
 CY0312.an estimated accuracy of +/- 6 seconds.
 CY0312
 CY0312.The orthometric height was determined by differential leveling
 CY0312.and adjusted in June 1991.
 CY0312
 CY0312.The geoid height was determined by GEOID03.
 CY0312
 CY0312.The dynamic height is computed by dividing the NAVD 88
 CY0312.geopotential number by the normal gravity value computed on the
 CY0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0312.degrees latitude (g = 980.6199 gals.).
 CY0312
 CY0312.The modeled gravity was interpolated from observed gravity values.
 CY0312
 CY0312;                    North         East    Units  Estimated Accuracy
 CY0312;SPC AZ E     -   139,080.      309,550.      MT  (+/- 180 meters Scaled)
 CY0312
 CY0312                          SUPERSEDED SURVEY CONTROL
 CY0312
 CY0312  NGVD 29 (??/??/92) 1148.478  (m)         3767.96   (f) ADJ UNCH    1 2
 CY0312
 CY0312.Superseded values are not recommended for survey control.
 CY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0312.See file dsdata.txt to determine how the superseded data were derived.
 CY0312
 CY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA746696(NAD 83)
 CY0312_MARKER: DB = BENCH MARK DISK
 CY0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0312_STAMPING: L 330 1952
 CY0312_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0312+STABILITY: SURFACE MOTION
 CY0312
 CY0312  HISTORY     - Date     Condition        Report By
 CY0312  HISTORY     - 1952     MONUMENTED       CGS
 CY0312  HISTORY     - 1960     GOOD             NGS
 CY0312  HISTORY     - 1979     GOOD             NGS
 CY0312
 CY0312                          STATION DESCRIPTION
 CY0312
 CY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0312'4.9 MI E FROM SAN SIMON.
 CY0312'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0312'RAILROAD STATION AT SAN SIMON, THENCE 4.75 MILES EAST ALONG STATE
 CY0312'HIGHWAY 86, 100 FEET SOUTH OF RAILROAD MILEPOST 1119, 81 FEET SOUTH OF
 CY0312'THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 110 FEET NORTH OF THE
 CY0312'CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 CY0312'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0312'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0312
 CY0312                          STATION RECOVERY (1960)
 CY0312
 CY0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0312'RECOVERED IN GOOD CONDITION.
 CY0312
 CY0312                          STATION RECOVERY (1979)
 CY0312
 CY0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0312'7.4 KILOMETERS (4.65 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0312'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0312'0.3 KILOMETER (0.2 MILE) EAST OF I-10 MILE POST 385,
 CY0312'39.0 METERS (128.0 FEET) SOUTH OF AND ACROSS THE TRACKS
 CY0312'FROM MILE POST 1119, 24.5 METERS (80.4 FEET) SOUTH OF THE SOUTH
 CY0312'RAIL, 32.9 METERS (108.0 FEET) NORTH THE CENTERLINE OF THE
 CY0312'WEST BOUND LANES I-10, 12.5 METERS (41.0 FEET) SOUTH OF A TELEPHONE
 CY0312'POLE, 5.25 METERS (17.25 FEET) NORTH OF A RIGHT-OF-WAY FENCE
 CY0312'THE MARK IS 0.65 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0508 ***********************************************************************
 DA0508  DESIGNATION -  L 331
 DA0508  PID         -  DA0508
 DA0508  STATE/COUNTY-  AZ/MARICOPA
 DA0508  USGS QUAD   -  BLACK GAP (1986)
 DA0508
 DA0508                         *CURRENT SURVEY CONTROL
 DA0508  ___________________________________________________________________
 DA0508* NAD 83(1986)-  32 50 34.     (N)    112 46 28.     (W)     SCALED    
 DA0508* NAVD 88     -       278.565  (meters)     913.93   (feet)  ADJUSTED  
 DA0508  ___________________________________________________________________
 DA0508  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0508  DYNAMIC HT  -         278.239 (meters)     912.86  (feet)  COMP
 DA0508  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 DA0508
 DA0508  VERT ORDER  -  FIRST     CLASS II
 DA0508
 DA0508.The horizontal coordinates were scaled from a topographic map and have
 DA0508.an estimated accuracy of +/- 6 seconds.
 DA0508
 DA0508.The orthometric height was determined by differential leveling
 DA0508.and adjusted in June 1991.
 DA0508
 DA0508.The geoid height was determined by GEOID03.
 DA0508
 DA0508.The dynamic height is computed by dividing the NAVD 88
 DA0508.geopotential number by the normal gravity value computed on the
 DA0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0508.degrees latitude (g = 980.6199 gals.).
 DA0508
 DA0508.The modeled gravity was interpolated from observed gravity values.
 DA0508
 DA0508;                    North         East    Units  Estimated Accuracy
 DA0508;SPC AZ C     -   204,640.      133,060.      MT  (+/- 180 meters Scaled)
 DA0508
 DA0508                          SUPERSEDED SURVEY CONTROL
 DA0508
 DA0508  NGVD 29 (??/??/92)  277.957  (m)          911.93   (f) ADJ UNCH    1 2
 DA0508
 DA0508.Superseded values are not recommended for survey control.
 DA0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0508.See file dsdata.txt to determine how the superseded data were derived.
 DA0508
 DA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB339352(NAD 83)
 DA0508_MARKER: DB = BENCH MARK DISK
 DA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0508_STAMPING: L 331 1953
 DA0508_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0508+STABILITY: SURFACE MOTION
 DA0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0508+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0508
 DA0508  HISTORY     - Date     Condition        Report By
 DA0508  HISTORY     - 1953     MONUMENTED       CGS
 DA0508  HISTORY     - 1980     GOOD             NGS
 DA0508  HISTORY     - 20060128 GOOD             USPSQD
 DA0508  HISTORY     - 20060128 GOOD             USPSQD
 DA0508  HISTORY     - 20070603 GOOD             GEOCAC
 DA0508
 DA0508                          STATION DESCRIPTION
 DA0508
 DA0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0508'8.0 MI S FROM GILA BEND.
 DA0508'8.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0508'COMPANY RAILROAD STATION AT GILA BEND, 0.15 MILE NORTH OF TUCSON,
 DA0508'CORNELIA AND GILA BEND RAILROAD BRIDGE 85 AND A WASH ACROSS THE
 DA0508'HIGHWAY, 9 POLES SOUTH OF RAILROAD MILEPOLE 8, 94.3 FEET WEST OF THE
 DA0508'WEST RAIL, 44.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 DA0508'SOUTH OF AN IRON TELEPHONE POLE, 3.0 FEET NORTH OF A WITNESS POST,
 DA0508'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0508'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0508
 DA0508                          STATION RECOVERY (1980)
 DA0508
 DA0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0508'12.7 KM (7.9 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0508'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.4 KM (0.25 MI)
 DA0508'SOUTHWEST OF STATE HIGHWAY MILEPOST 8, 0.25 KM (0.15 MI) NORTHEAST OF
 DA0508'RAILWAY BRIDGE NUMBER 85, 9 TELEGRAPH POLES SOUTHWEST OF RAILWAY
 DA0508'MILEPOLE 8, SET IN LINE WITH THE TELEGRAPH POLES, 28.7 METERS (94.3
 DA0508'FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 45.1 METERS (148
 DA0508'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FT)
 DA0508'SOUTHWEST OF AN IRON TELEGRAPH POLE, 0.9 METER (3.0 FT) SOUTHEAST
 DA0508'OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0508'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DA0508'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0508
 DA0508                          STATION RECOVERY (2006)
 DA0508
 DA0508'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0508'RECOVERED AS DESCRIBED.
 DA0508
 DA0508                          STATION RECOVERY (2006)
 DA0508
 DA0508'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0508'RECOVERED AS DESCRIBED.
 DA0508
 DA0508                          STATION RECOVERY (2007)
 DA0508
 DA0508'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0545 ***********************************************************************
 DA0545  DESIGNATION -  L 332
 DA0545  PID         -  DA0545
 DA0545  STATE/COUNTY-  AZ/MARICOPA
 DA0545  USGS QUAD   -  MIDWAY SW (1986)
 DA0545
 DA0545                         *CURRENT SURVEY CONTROL
 DA0545  ___________________________________________________________________
 DA0545* NAD 83(1986)-  32 36 36.     (N)    112 52 41.     (W)     SCALED    
 DA0545* NAVD 88     -       343.03   (+/-2cm)    1125.4    (feet)  VERTCON   
 DA0545  ___________________________________________________________________
 DA0545  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0545  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0545
 DA0545.The horizontal coordinates were scaled from a topographic map and have
 DA0545.an estimated accuracy of +/- 6 seconds.
 DA0545
 DA0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0545.The vertical order pertains to the NGVD 29 superseded value.
 DA0545
 DA0545.The geoid height was determined by GEOID03.
 DA0545
 DA0545;                    North         East    Units  Estimated Accuracy
 DA0545;SPC AZ C     -   178,910.      123,130.      MT  (+/- 180 meters Scaled)
 DA0545
 DA0545                          SUPERSEDED SURVEY CONTROL
 DA0545
 DA0545  NGVD 29 (??/??/92)  342.388  (m)         1123.32   (f) ADJ UNCH    1 2
 DA0545
 DA0545.Superseded values are not recommended for survey control.
 DA0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0545.See file dsdata.txt to determine how the superseded data were derived.
 DA0545
 DA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB237096(NAD 83)
 DA0545_MARKER: DB = BENCH MARK DISK
 DA0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0545_STAMPING: L 332 1953
 DA0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0545+STABILITY: SURFACE MOTION
 DA0545
 DA0545  HISTORY     - Date     Condition        Report By
 DA0545  HISTORY     - 1953     MONUMENTED       CGS
 DA0545
 DA0545                          STATION DESCRIPTION
 DA0545
 DA0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0545'19.8 MI N FROM AJO.
 DA0545'16.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0545'FROM THE STATION AT AJO, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD,
 DA0545'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 85, THENCE 0.1 MILE WEST
 DA0545'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG THE
 DA0545'NORTHWEST-SOUTHEAST RUNWAY OF WILLIAMS AIR FORCE AUXILIARY FIELD NO.
 DA0545'2, AT THE NORTH INSIDE CORNER OF A TRIANGLE FORMED BY 3 RUNWAYS, 50.2
 DA0545'FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT AT THE NORTH INSIDE
 DA0545'CORNER OF THE TRIANGLE, 40 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 DA0545'NORTHEAST-SOUTHWEST RUNWAY, 38 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 DA0545'THE NORTHWEST-SOUTHEAST RUNWAY, 2.6 FEET NORTH OF A WITNESS POST,
 DA0545'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0545'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0344 ***********************************************************************
 DA0344  DESIGNATION -  L 333
 DA0344  PID         -  DA0344
 DA0344  STATE/COUNTY-  AZ/PIMA
 DA0344  USGS QUAD   -  ARMENTA WELL (1990)
 DA0344
 DA0344                         *CURRENT SURVEY CONTROL
 DA0344  ___________________________________________________________________
 DA0344* NAD 83(1986)-  32 12 40.     (N)    112 45 31.     (W)     SCALED    
 DA0344* NAVD 88     -       534.528  (meters)    1753.70   (feet)  ADJUSTED  
 DA0344  ___________________________________________________________________
 DA0344  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 DA0344  DYNAMIC HT  -         533.836 (meters)    1751.43  (feet)  COMP
 DA0344  MODELED GRAV-     979,328.1   (mgal)                       NAVD 88
 DA0344
 DA0344  VERT ORDER  -  FIRST     CLASS II
 DA0344
 DA0344.The horizontal coordinates were scaled from a topographic map and have
 DA0344.an estimated accuracy of +/- 6 seconds.
 DA0344
 DA0344.The orthometric height was determined by differential leveling
 DA0344.and adjusted in June 1991.
 DA0344
 DA0344.The geoid height was determined by GEOID03.
 DA0344
 DA0344.The dynamic height is computed by dividing the NAVD 88
 DA0344.geopotential number by the normal gravity value computed on the
 DA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0344.degrees latitude (g = 980.6199 gals.).
 DA0344
 DA0344.The modeled gravity was interpolated from observed gravity values.
 DA0344
 DA0344;                    North         East    Units  Estimated Accuracy
 DA0344;SPC AZ C     -   134,590.      133,990.      MT  (+/- 180 meters Scaled)
 DA0344
 DA0344                          SUPERSEDED SURVEY CONTROL
 DA0344
 DA0344  NGVD 29 (??/??/92)  533.809  (m)         1751.34   (f) ADJ UNCH    1 2
 DA0344
 DA0344.Superseded values are not recommended for survey control.
 DA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0344.See file dsdata.txt to determine how the superseded data were derived.
 DA0344
 DA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA342651(NAD 83)
 DA0344_MARKER: DB = BENCH MARK DISK
 DA0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0344_SP_SET: CULVERT
 DA0344_STAMPING: L 333 1953
 DA0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0344
 DA0344  HISTORY     - Date     Condition        Report By
 DA0344  HISTORY     - 1953     MONUMENTED       CGS
 DA0344  HISTORY     - 1981     GOOD             NGS
 DA0344  HISTORY     - 19970305 GOOD             USPSQD
 DA0344  HISTORY     - 19990120 GOOD             USPSQD
 DA0344
 DA0344                          STATION DESCRIPTION
 DA0344
 DA0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0344'15.0 MI SE FROM AJO.
 DA0344'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0344'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0344'HIGHWAY 86, THENCE 4.1 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT A
 DA0344'36- INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE
 DA0344'WEST CONCRETE HEAD WALL, 20.7 FEET WEST OF THE CENTER LINE OF THE
 DA0344'HIGHWAY, 1.8 FEET SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT
 DA0344'LEVEL WITH THE HIGHWAY.
 DA0344
 DA0344                          STATION RECOVERY (1981)
 DA0344
 DA0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0344'6.7 KM (4.15 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0344'STATE HIGHWAY 86 IN WHY, 0.2 KM (0.1 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DA0344'57, SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL
 DA0344'OF A CULVERT UNDER THE HIGHWAY, 6.4 M (20.7 MI) NORTHWEST OF THE
 DA0344'CENTERLINE OF THE HIGHWAY.
 DA0344'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
 DA0344
 DA0344                          STATION RECOVERY (1997)
 DA0344
 DA0344'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0344'RECOVERED IN GOOD CONDITION.
 DA0344
 DA0344                          STATION RECOVERY (1999)
 DA0344
 DA0344'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0373 ***********************************************************************
 CG0373  DESIGNATION -  L 334
 CG0373  PID         -  CG0373
 CG0373  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0373  USGS QUAD   -  AMADO (1981)
 CG0373
 CG0373                         *CURRENT SURVEY CONTROL
 CG0373  ___________________________________________________________________
 CG0373* NAD 83(1986)-  31 43 20.     (N)    111 02 31.     (W)     SCALED    
 CG0373* NAVD 88     -       925.01   (+/-2cm)    3034.8    (feet)  VERTCON   
 CG0373  ___________________________________________________________________
 CG0373  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0373  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0373
 CG0373.The horizontal coordinates were scaled from a topographic map and have
 CG0373.an estimated accuracy of +/- 6 seconds.
 CG0373
 CG0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0373.The vertical order pertains to the NGVD 29 superseded value.
 CG0373
 CG0373.The geoid height was determined by GEOID03.
 CG0373
 CG0373;                    North         East    Units  Estimated Accuracy
 CG0373;SPC AZ C     -    80,400.      296,260.      MT  (+/- 180 meters Scaled)
 CG0373
 CG0373                          SUPERSEDED SURVEY CONTROL
 CG0373
 CG0373  NGVD 29 (??/??/92)  924.214  (m)         3032.19   (f) ADJ UNCH    1 2
 CG0373
 CG0373.Superseded values are not recommended for survey control.
 CG0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0373.See file dsdata.txt to determine how the superseded data were derived.
 CG0373
 CG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA960096(NAD 83)
 CG0373_MARKER: DB = BENCH MARK DISK
 CG0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0373_STAMPING: L 334 1953
 CG0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0373+STABILITY: SURFACE MOTION
 CG0373
 CG0373  HISTORY     - Date     Condition        Report By
 CG0373  HISTORY     - 1953     MONUMENTED       CGS
 CG0373
 CG0373                          STATION DESCRIPTION
 CG0373
 CG0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0373'1.2 MI N FROM AMADO.
 CG0373'1.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0373'WATER TANK AT AMADO, 0.1 MILE SOUTH OF MILEPOLE 1020, 0.1 MILE NORTH
 CG0373'OF THE CROSSING OF A TRACK ROAD, 98 FEET SOUTHWEST OF THE SOUTHWEST
 CG0373'CORNER OF A WOODEN BRIDGE, 64 FEET WEST OF THE SOUTHEAST CORNER OF AN
 CG0373'OFFSET IN A FENCE, 50.2 FEET WEST OF THE WEST RAIL, 1.3 FEET WEST OF A
 CG0373'FENCE, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN
 CG0373'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CG0373'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0481 ***********************************************************************
 DA0481  DESIGNATION -  L 336
 DA0481  PID         -  DA0481
 DA0481  STATE/COUNTY-  AZ/PIMA
 DA0481  USGS QUAD   -  BURRO GAP (1990)
 DA0481
 DA0481                         *CURRENT SURVEY CONTROL
 DA0481  ___________________________________________________________________
 DA0481* NAD 83(1986)-  32 25 42.     (N)    112 39 53.     (W)     SCALED    
 DA0481* NAVD 88     -       606.53   (+/-2cm)    1989.9    (feet)  VERTCON   
 DA0481  ___________________________________________________________________
 DA0481  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DA0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0481
 DA0481.The horizontal coordinates were scaled from a topographic map and have
 DA0481.an estimated accuracy of +/- 6 seconds.
 DA0481
 DA0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0481.The vertical order pertains to the NGVD 29 superseded value.
 DA0481
 DA0481.The geoid height was determined by GEOID03.
 DA0481
 DA0481;                    North         East    Units  Estimated Accuracy
 DA0481;SPC AZ C     -   158,610.      143,010.      MT  (+/- 180 meters Scaled)
 DA0481
 DA0481                          SUPERSEDED SURVEY CONTROL
 DA0481
 DA0481  NGVD 29 (??/??/92)  605.798  (m)         1987.52   (f) ADJ UNCH    2 0
 DA0481
 DA0481.Superseded values are not recommended for survey control.
 DA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0481.See file dsdata.txt to determine how the superseded data were derived.
 DA0481
 DA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA434891(NAD 83)
 DA0481_MARKER: DB = BENCH MARK DISK
 DA0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0481_SP_SET: 7 FT.
 DA0481_STAMPING: L 336 1961
 DA0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0481
 DA0481  HISTORY     - Date     Condition        Report By
 DA0481  HISTORY     - 1961     MONUMENTED       CGS
 DA0481
 DA0481                          STATION DESCRIPTION
 DA0481
 DA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0481'13.45 MI E FROM AJO.
 DA0481'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0481'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0481'STATE HIGHWAY 85.  THENCE 11.9 MILES EAST ALONG A DIRT ROAD WHICH
 DA0481'FOLLOWS A PIPE LINE.  2.25 MILES NORTHEAST OF A METAL WINDMILL, 55
 DA0481'FEET WEST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT WEST OF A METAL
 DA0481'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 DA0481'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET AND IS
 DA0481'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0225 ***********************************************************************
 DA0225  DESIGNATION -  L 337
 DA0225  PID         -  DA0225
 DA0225  STATE/COUNTY-  AZ/PIMA
 DA0225  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0225
 DA0225                         *CURRENT SURVEY CONTROL
 DA0225  ___________________________________________________________________
 DA0225* NAD 83(1986)-  32 28 30.     (N)    112 25 28.     (W)     SCALED    
 DA0225* NAVD 88     -       767.30   (+/-2cm)    2517.4    (feet)  VERTCON   
 DA0225  ___________________________________________________________________
 DA0225  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DA0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0225
 DA0225.The horizontal coordinates were scaled from a topographic map and have
 DA0225.an estimated accuracy of +/- 6 seconds.
 DA0225
 DA0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0225.The vertical order pertains to the NGVD 29 superseded value.
 DA0225
 DA0225.The geoid height was determined by GEOID03.
 DA0225
 DA0225;                    North         East    Units  Estimated Accuracy
 DA0225;SPC AZ C     -   163,650.      165,630.      MT  (+/- 180 meters Scaled)
 DA0225
 DA0225                          SUPERSEDED SURVEY CONTROL
 DA0225
 DA0225  NGVD 29 (??/??/92)  766.564  (m)         2514.97   (f) ADJ UNCH    2 0
 DA0225
 DA0225.Superseded values are not recommended for survey control.
 DA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0225.See file dsdata.txt to determine how the superseded data were derived.
 DA0225
 DA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA661939(NAD 83)
 DA0225_MARKER: DB = BENCH MARK DISK
 DA0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0225_STAMPING: L 337 1961
 DA0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0225+STABILITY: SURFACE MOTION
 DA0225
 DA0225  HISTORY     - Date     Condition        Report By
 DA0225  HISTORY     - 1961     MONUMENTED       CGS
 DA0225
 DA0225                          STATION DESCRIPTION
 DA0225
 DA0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0225'13.45 MI W FROM VENTANA.
 DA0225'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0225'AT VENTANA.  THENCE 6.5 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0225'PIPE LINE.  45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 71 FEET
 DA0225'NORTHEAST AND ACROSS THE ROAD FROM PIPE LINE MILEPOST NUMBER 54, 1.4
 DA0225'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0225'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0466 ***********************************************************************
 DA0466  DESIGNATION -  L 338
 DA0466  PID         -  DA0466
 DA0466  STATE/COUNTY-  AZ/PIMA
 DA0466  USGS QUAD   -  GU VO (1990)
 DA0466
 DA0466                         *CURRENT SURVEY CONTROL
 DA0466  ___________________________________________________________________
 DA0466* NAD 83(1986)-  32 02 16.     (N)    112 34 46.     (W)     SCALED    
 DA0466* NAVD 88     -       667.27   (+/-2cm)    2189.2    (feet)  VERTCON   
 DA0466  ___________________________________________________________________
 DA0466  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0466
 DA0466.The horizontal coordinates were scaled from a topographic map and have
 DA0466.an estimated accuracy of +/- 6 seconds.
 DA0466
 DA0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0466.The vertical order pertains to the NGVD 29 superseded value.
 DA0466
 DA0466.The geoid height was determined by GEOID03.
 DA0466
 DA0466;                    North         East    Units  Estimated Accuracy
 DA0466;SPC AZ C     -   115,250.      150,760.      MT  (+/- 180 meters Scaled)
 DA0466
 DA0466                          SUPERSEDED SURVEY CONTROL
 DA0466
 DA0466  NGVD 29 (??/??/92)  666.526  (m)         2186.76   (f) ADJ UNCH    2 0
 DA0466
 DA0466.Superseded values are not recommended for survey control.
 DA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0466.See file dsdata.txt to determine how the superseded data were derived.
 DA0466
 DA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA508457(NAD 83)
 DA0466_MARKER: DB = BENCH MARK DISK
 DA0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0466_STAMPING: L 338 1961
 DA0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0466+STABILITY: SURFACE MOTION
 DA0466
 DA0466  HISTORY     - Date     Condition        Report By
 DA0466  HISTORY     - 1961     MONUMENTED       CGS
 DA0466
 DA0466                          STATION DESCRIPTION
 DA0466
 DA0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0466'16.75 MI N FROM MENAGERS.
 DA0466'ABOUT 16.75 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0466'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  1.7 MILES SOUTH OF THE
 DA0466'SCHOOL AT GU VO, 94 FEET WEST OF THE CENTER LINE OF THE ROAD, 14 FEET
 DA0466'EAST OF A TELEPHONE POLE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT
 DA0466'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0466'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0055 ***********************************************************************
 CH0055  DESIGNATION -  L 339
 CH0055  PID         -  CH0055
 CH0055  STATE/COUNTY-  AZ/PIMA
 CH0055  USGS QUAD   -  KUPK (1988)
 CH0055
 CH0055                         *CURRENT SURVEY CONTROL
 CH0055  ___________________________________________________________________
 CH0055* NAD 83(1986)-  31 55 20.     (N)    112 12 50.     (W)     SCALED    
 CH0055* NAVD 88     -       563.08   (+/-2cm)    1847.4    (feet)  VERTCON   
 CH0055  ___________________________________________________________________
 CH0055  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0055
 CH0055.The horizontal coordinates were scaled from a topographic map and have
 CH0055.an estimated accuracy of +/- 6 seconds.
 CH0055
 CH0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0055.The vertical order pertains to the NGVD 29 superseded value.
 CH0055
 CH0055.The geoid height was determined by GEOID03.
 CH0055
 CH0055;                    North         East    Units  Estimated Accuracy
 CH0055;SPC AZ C     -   102,280.      185,250.      MT  (+/- 180 meters Scaled)
 CH0055
 CH0055                          SUPERSEDED SURVEY CONTROL
 CH0055
 CH0055  NGVD 29 (??/??/92)  562.399  (m)         1845.14   (f) ADJ UNCH    2 0
 CH0055
 CH0055.Superseded values are not recommended for survey control.
 CH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0055.See file dsdata.txt to determine how the superseded data were derived.
 CH0055
 CH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA852324(NAD 83)
 CH0055_MARKER: DB = BENCH MARK DISK
 CH0055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0055_SP_SET: 21 FT.
 CH0055_STAMPING: L 339 1961
 CH0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0055+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 CH0055
 CH0055  HISTORY     - Date     Condition        Report By
 CH0055  HISTORY     - 1961     MONUMENTED       CGS
 CH0055  HISTORY     - 20020402 GOOD             INDIV
 CH0055
 CH0055                          STATION DESCRIPTION
 CH0055
 CH0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0055'IN KUPK.
 CH0055'AT KUPK, AN INDIAN VILLAGE.  202 FEET EAST OF THE SOUTHEAST CORNER OF
 CH0055'A STUCCO CHURCH, 55 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 CH0055'ROAD, 24 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH,
 CH0055'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CH0055'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 21 FEET
 CH0055'AND ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.  NOTE-- THIS MARK IS
 CH0055'0.5 MILE SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CH0055'PROJECTS 16 FEET AND IS NUMBERED 62.
 CH0055
 CH0055                          STATION RECOVERY (2002)
 CH0055
 CH0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0171 ***********************************************************************
 FP0171  DESIGNATION -  L 34
 FP0171  PID         -  FP0171
 FP0171  STATE/COUNTY-  AZ/APACHE
 FP0171  USGS QUAD   -  KINLICHEE (1983)
 FP0171
 FP0171                         *CURRENT SURVEY CONTROL
 FP0171  ___________________________________________________________________
 FP0171* NAD 83(1986)-  35 43 08.     (N)    109 23 10.     (W)     SCALED    
 FP0171* NAVD 88     -      2141.974  (meters)    7027.46   (feet)  ADJUSTED  
 FP0171  ___________________________________________________________________
 FP0171  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FP0171  DYNAMIC HT  -        2138.986 (meters)    7017.66  (feet)  COMP
 FP0171  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 FP0171
 FP0171  VERT ORDER  -  FIRST     CLASS II
 FP0171
 FP0171.The horizontal coordinates were scaled from a topographic map and have
 FP0171.an estimated accuracy of +/- 6 seconds.
 FP0171
 FP0171.The orthometric height was determined by differential leveling
 FP0171.and adjusted in June 1991.
 FP0171
 FP0171.The geoid height was determined by GEOID03.
 FP0171
 FP0171.The dynamic height is computed by dividing the NAVD 88
 FP0171.geopotential number by the normal gravity value computed on the
 FP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0171.degrees latitude (g = 980.6199 gals.).
 FP0171
 FP0171.The modeled gravity was interpolated from observed gravity values.
 FP0171
 FP0171;                    North         East    Units  Estimated Accuracy
 FP0171;SPC AZ E     -   523,610.      283,980.      MT  (+/- 180 meters Scaled)
 FP0171
 FP0171                          SUPERSEDED SURVEY CONTROL
 FP0171
 FP0171  NGVD 29 (??/??/92) 2140.975  (m)         7024.18   (f) ADJ UNCH    1 2
 FP0171
 FP0171.Superseded values are not recommended for survey control.
 FP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0171.See file dsdata.txt to determine how the superseded data were derived.
 FP0171
 FP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE459539(NAD 83)
 FP0171_MARKER: DB = BENCH MARK DISK
 FP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0171_STAMPING: 7024.182 L 34 1933
 FP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0171+STABILITY: SURFACE MOTION
 FP0171
 FP0171  HISTORY     - Date     Condition        Report By
 FP0171  HISTORY     - 1933     MONUMENTED       CGS
 FP0171  HISTORY     - 1934     GOOD             NGS
 FP0171  HISTORY     - 1977     GOOD             USGS
 FP0171
 FP0171                          STATION DESCRIPTION
 FP0171
 FP0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0171'10.4 MI SE FROM GANADO.
 FP0171'10.4 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0171'OFFICE AT GANADO, APACHE COUNTY, 0.7 MILE EAST OF THE TRADING POST AT
 FP0171'CROSS CANYON, 145 FEET WEST OF THE CENTER OF A WOODEN BRIDGE OVER A
 FP0171'WASH, AT THE CREST OF A SMALL RISE, 41 FEET NORTHWEST OF THE
 FP0171'CENTERLINE OF THE ROAD, 64 FEET NORTHWEST OF THE SECOND POLE EAST OF A
 FP0171'GUYED POLE AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FP0171'7024.182 L 34 1933 AND SET IN THE TOP OF A CONCRETE POST.
 FP0171
 FP0171                          STATION RECOVERY (1977)
 FP0171
 FP0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0171'8.85 MILES EAST ALONG STATE HIGHWAY 264 FROM THE JUNCTION OF STATE
 FP0171'HIGHWAYS 63 AND 264 IN GANADO, APACHE CO., 0.7 MILES EAST OF THE
 FP0171'CROSS CANYON TRADING POST, 172 FEET NE OF A ROAD INTERSECTION, 120
 FP0171'FEET N. OF THE CENTERLINE OF THE HIGHWAY, 64 FEET NW OF A TELEPHONE
 FP0171'POLE, 20 FEET N. OF THE HIGHWAY RIGHT A WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0298 ***********************************************************************
 FQ0298  DESIGNATION -  L 340
 FQ0298  PID         -  FQ0298
 FQ0298  STATE/COUNTY-  AZ/COCONINO
 FQ0298  USGS QUAD   -  BELLEMONT (1980)
 FQ0298
 FQ0298                         *CURRENT SURVEY CONTROL
 FQ0298  ___________________________________________________________________
 FQ0298* NAD 83(1986)-  35 13 00.     (N)    111 47 19.     (W)     SCALED    
 FQ0298* NAVD 88     -      2186.533  (meters)    7173.65   (feet)  ADJUSTED  
 FQ0298  ___________________________________________________________________
 FQ0298  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0298  DYNAMIC HT  -        2183.428 (meters)    7163.46  (feet)  COMP
 FQ0298  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 FQ0298
 FQ0298  VERT ORDER  -  SECOND    CLASS 0
 FQ0298
 FQ0298.The horizontal coordinates were scaled from a topographic map and have
 FQ0298.an estimated accuracy of +/- 6 seconds.
 FQ0298
 FQ0298.The orthometric height was determined by differential leveling
 FQ0298.and adjusted in June 1991.
 FQ0298
 FQ0298.The geoid height was determined by GEOID03.
 FQ0298
 FQ0298.The dynamic height is computed by dividing the NAVD 88
 FQ0298.geopotential number by the normal gravity value computed on the
 FQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0298.degrees latitude (g = 980.6199 gals.).
 FQ0298
 FQ0298.The modeled gravity was interpolated from observed gravity values.
 FQ0298
 FQ0298;                    North         East    Units  Estimated Accuracy
 FQ0298;SPC AZ C     -   467,620.      225,020.      MT  (+/- 180 meters Scaled)
 FQ0298
 FQ0298                          SUPERSEDED SURVEY CONTROL
 FQ0298
 FQ0298  NGVD 29 (??/??/92) 2185.510  (m)         7170.29   (f) ADJ UNCH    2 0
 FQ0298
 FQ0298.Superseded values are not recommended for survey control.
 FQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0298.See file dsdata.txt to determine how the superseded data were derived.
 FQ0298
 FQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD282973(NAD 83)
 FQ0298_MARKER: DB = BENCH MARK DISK
 FQ0298_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0298_SP_SET: BEDROCK
 FQ0298_STAMPING: L 340 1958
 FQ0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0298+STABILITY: POSITION/ELEVATION WELL
 FQ0298
 FQ0298  HISTORY     - Date     Condition        Report By
 FQ0298  HISTORY     - 1958     MONUMENTED       CGS
 FQ0298  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0298
 FQ0298                          STATION DESCRIPTION
 FQ0298
 FQ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0298'8.5 MI W FROM FLAGSTAFF.
 FQ0298'9.0 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0298'IN FLAGSTAFF, 0.25 MILE WEST OF MILEPOST NUMBER 207, 57.6 FEET NORTH
 FQ0298'OF THE NORTH RAIL OF THE RAILROAD TRACK, 4 FEET SOUTH OF THE FENCE,
 FQ0298'5.3 FEET EAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK
 FQ0298'PROJECTING 4 INCHES.
 FQ0298
 FQ0298                          STATION RECOVERY (1982)
 FQ0298
 FQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0298'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0001 ***********************************************************************
 CH0001  DESIGNATION -  L 340
 CH0001  PID         -  CH0001
 CH0001  STATE/COUNTY-  AZ/PIMA
 CH0001  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0001
 CH0001                         *CURRENT SURVEY CONTROL
 CH0001  ___________________________________________________________________
 CH0001* NAD 83(1986)-  31 49 20.     (N)    112 30 59.     (W)     SCALED    
 CH0001* NAVD 88     -       535.42   (+/-2cm)    1756.6    (feet)  VERTCON   
 CH0001  ___________________________________________________________________
 CH0001  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 CH0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0001
 CH0001.The horizontal coordinates were scaled from a topographic map and have
 CH0001.an estimated accuracy of +/- 6 seconds.
 CH0001
 CH0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0001.The vertical order pertains to the NGVD 29 superseded value.
 CH0001
 CH0001.The geoid height was determined by GEOID03.
 CH0001
 CH0001;                    North         East    Units  Estimated Accuracy
 CH0001;SPC AZ C     -    91,310.      156,590.      MT  (+/- 180 meters Scaled)
 CH0001
 CH0001                          SUPERSEDED SURVEY CONTROL
 CH0001
 CH0001  NGVD 29 (??/??/92)  534.71   (m)         1754.3    (f) COMPUTED    2 0
 CH0001
 CH0001.Superseded values are not recommended for survey control.
 CH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0001.See file dsdata.txt to determine how the superseded data were derived.
 CH0001
 CH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA564217(NAD 83)
 CH0001_MARKER: DB = BENCH MARK DISK
 CH0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0001_STAMPING: L 340 1961
 CH0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0001+STABILITY: SURFACE MOTION
 CH0001
 CH0001  HISTORY     - Date     Condition        Report By
 CH0001  HISTORY     - 1961     MONUMENTED       CGS
 CH0001
 CH0001                          STATION DESCRIPTION
 CH0001
 CH0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0001'3.65 MI E FROM MENAGERS.
 CH0001'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0001'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0001'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0001'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0001'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0001'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD.  THENCE 0.65 MILE EAST
 CH0001'ALONG A TRAIL ROAD.  1.4 MILES WEST OF A 4X4-INCH WHITE WOODEN
 CH0001'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 55, 0.35 MILE
 CH0001'WEST OF THE MORE WESTERLY OF TWO SMALL DIRT DIKES, 22 FEET SOUTH OF
 CH0001'THE CENTER LINE OF THE TRAIL ROAD, 1.9 FEET SOUTHEAST OF A METAL
 CH0001'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CH0001'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0285 ***********************************************************************
 FQ0285  DESIGNATION -  L 341
 FQ0285  PID         -  FQ0285
 FQ0285  STATE/COUNTY-  AZ/COCONINO
 FQ0285  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0285
 FQ0285                         *CURRENT SURVEY CONTROL
 FQ0285  ___________________________________________________________________
 FQ0285* NAD 83(1986)-  35 14 45.     (N)    111 53 01.     (W)     SCALED    
 FQ0285* NAVD 88     -      2194.406  (meters)    7199.48   (feet)  ADJUSTED  
 FQ0285  ___________________________________________________________________
 FQ0285  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0285  DYNAMIC HT  -        2191.278 (meters)    7189.22  (feet)  COMP
 FQ0285  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 FQ0285
 FQ0285  VERT ORDER  -  FIRST     CLASS II
 FQ0285
 FQ0285.The horizontal coordinates were scaled from a topographic map and have
 FQ0285.an estimated accuracy of +/- 6 seconds.
 FQ0285
 FQ0285.The orthometric height was determined by differential leveling
 FQ0285.and adjusted in June 1991.
 FQ0285
 FQ0285.The geoid height was determined by GEOID03.
 FQ0285
 FQ0285.The dynamic height is computed by dividing the NAVD 88
 FQ0285.geopotential number by the normal gravity value computed on the
 FQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0285.degrees latitude (g = 980.6199 gals.).
 FQ0285
 FQ0285.The modeled gravity was interpolated from observed gravity values.
 FQ0285
 FQ0285;                    North         East    Units  Estimated Accuracy
 FQ0285;SPC AZ C     -   470,850.      216,370.      MT  (+/- 180 meters Scaled)
 FQ0285
 FQ0285                          SUPERSEDED SURVEY CONTROL
 FQ0285
 FQ0285  NGVD 29 (??/??/92) 2193.365  (m)         7196.06   (f) ADJ UNCH    1 2
 FQ0285
 FQ0285.Superseded values are not recommended for survey control.
 FQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0285.See file dsdata.txt to determine how the superseded data were derived.
 FQ0285
 FQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE196006(NAD 83)
 FQ0285_MARKER: DB = BENCH MARK DISK
 FQ0285_SETTING: 80 = SET IN A BOULDER
 FQ0285_SP_SET: BOULDER
 FQ0285_STAMPING: L 341 1958
 FQ0285_MARK LOGO: CGS   
 FQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0285+STABILITY: SURFACE MOTION
 FQ0285
 FQ0285  HISTORY     - Date     Condition        Report By
 FQ0285  HISTORY     - 1958     MONUMENTED       CGS
 FQ0285  HISTORY     - 1982     GOOD             NGS
 FQ0285
 FQ0285                          STATION DESCRIPTION
 FQ0285
 FQ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0285'14.5 MI W FROM FLAGSTAFF.
 FQ0285'15.1 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0285'IN FLAGSTAFF, 0.25 MILE WEST OF MILEPOST NUMBER 201, 55.6 FEET SOUTH
 FQ0285'OF THE FENCE, 24 FEET SOUTHEAST OF A BLAZED PINE TREE, 7.6 FEET WEST
 FQ0285'OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FQ0285'PROJECTS 1 FOOT.
 FQ0285
 FQ0285                          STATION RECOVERY (1982)
 FQ0285
 FQ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0285'23.0 KM (14.3 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0285'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF A 3 BY 3 FOOT BOULDER
 FQ0285'PROJECTING 1 FOOT ABOVE THE GROUND, 0.5 KM (0.3 MI) WEST OF A REST
 FQ0285'AREA, 0.2 KM (0.1 MI) WEST OF A REST AREA SIGN, 101.4 METERS (333 FT)
 FQ0285'SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 68.5 METERS
 FQ0285'(225 FT) SOUTH OF THE RIGHT OF WAY FENCE, 50.2 METERS (165 FT) SOUTH
 FQ0285'OF THE CENTERLINE OF AN ABANDONED HIGHWAY, 23.7 METERS (78 FT) SOUTH
 FQ0285'OF THE CENTERLINE OF A DIRT ROAD, 10 METERS (33 FT) NORTH OF A 36-INCH
 FQ0285'PONDAROSA PINE TREE, 7.3 METERS (24 FT) SOUTHEAST OF A 24-INCH
 FQ0285'PONDAROSA, 13.4 METERS (44 FT) SOUTH OF AN OLD WIRE FENCE.
 FQ0285'THE MARK IS 3 METERS  W FROM A WITNESS POST.
 FQ0285'THE MARK IS 4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0023 ***********************************************************************
 CH0023  DESIGNATION -  L 341
 CH0023  PID         -  CH0023
 CH0023  STATE/COUNTY-  AZ/PIMA
 CH0023  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0023
 CH0023                         *CURRENT SURVEY CONTROL
 CH0023  ___________________________________________________________________
 CH0023* NAD 83(1986)-  31 48 30.     (N)    112 13 54.     (W)     SCALED    
 CH0023* NAVD 88     -       559.72   (+/-2cm)    1836.3    (feet)  VERTCON   
 CH0023  ___________________________________________________________________
 CH0023  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 CH0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0023
 CH0023.The horizontal coordinates were scaled from a topographic map and have
 CH0023.an estimated accuracy of +/- 6 seconds.
 CH0023
 CH0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0023.The vertical order pertains to the NGVD 29 superseded value.
 CH0023
 CH0023.The geoid height was determined by GEOID03.
 CH0023
 CH0023;                    North         East    Units  Estimated Accuracy
 CH0023;SPC AZ C     -    89,660.      183,540.      MT  (+/- 180 meters Scaled)
 CH0023
 CH0023                          SUPERSEDED SURVEY CONTROL
 CH0023
 CH0023  NGVD 29 (??/??/92)  559.035  (m)         1834.10   (f) ADJ UNCH    2 0
 CH0023
 CH0023.Superseded values are not recommended for survey control.
 CH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0023.See file dsdata.txt to determine how the superseded data were derived.
 CH0023
 CH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA834198(NAD 83)
 CH0023_MARKER: DB = BENCH MARK DISK
 CH0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0023_STAMPING: L 341 1961
 CH0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0023+STABILITY: SURFACE MOTION
 CH0023
 CH0023  HISTORY     - Date     Condition        Report By
 CH0023  HISTORY     - 1961     MONUMENTED       CGS
 CH0023
 CH0023                          STATION DESCRIPTION
 CH0023
 CH0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0023'5.45 MI E FROM PAPAGO FARMS.
 CH0023'ABOUT 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0023'PAPAGO FARMS.  THENCE 5.0 MILES EAST ALONG A GRADED DIRT ROAD OR 1.6
 CH0023'MILES SOUTH ALONG A TRAIL ROAD FROM A WELL AND A LARGE STONE TANK AT
 CH0023'KOTS KUG, AN INDIAN VILLAGE.  THENCE 2.3 MILES WEST ALONG A GRADED
 CH0023'DIRT ROAD.  0.5 MILE SOUTH AND 2.3 MILES WEST OF A 4X4-INCH WHITE
 CH0023'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 65, 0.4
 CH0023'MILE NORTHEAST OF A CORRUGATED METAL CULVERT IN A WASH, NEAR THE EAST
 CH0023'END OF A CURVE IN THE ROAD, 92 FEET NORTH OF THE CENTER LINE OF THE
 CH0023'ROAD, 54 FEET EAST OF A TELEPHONE POLE, IN LINE WITH AN EAST-WEST ROW
 CH0023'OF TELEPHONE POLES, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CH0023'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CH0023'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0397 ***********************************************************************
 DA0397  DESIGNATION -  L 342
 DA0397  PID         -  DA0397
 DA0397  STATE/COUNTY-  AZ/PIMA
 DA0397  USGS QUAD   -  BATES WELL (1990)
 DA0397
 DA0397                         *CURRENT SURVEY CONTROL
 DA0397  ___________________________________________________________________
 DA0397* NAD 83(1986)-  32 10 18.     (N)    112 58 06.     (W)     SCALED    
 DA0397* NAVD 88     -       421.67   (+/-2cm)    1383.4    (feet)  VERTCON   
 DA0397  ___________________________________________________________________
 DA0397  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DA0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0397
 DA0397.The horizontal coordinates were scaled from a topographic map and have
 DA0397.an estimated accuracy of +/- 6 seconds.
 DA0397
 DA0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0397.The vertical order pertains to the NGVD 29 superseded value.
 DA0397
 DA0397.The geoid height was determined by GEOID03.
 DA0397
 DA0397;                    North         East    Units  Estimated Accuracy
 DA0397;SPC AZ C     -   130,390.      114,180.      MT  (+/- 180 meters Scaled)
 DA0397
 DA0397                          SUPERSEDED SURVEY CONTROL
 DA0397
 DA0397  NGVD 29 (??/??/92)  420.967  (m)         1381.12   (f) ADJ UNCH    2 0
 DA0397
 DA0397.Superseded values are not recommended for survey control.
 DA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0397.See file dsdata.txt to determine how the superseded data were derived.
 DA0397
 DA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA144611(NAD 83)
 DA0397_MARKER: DB = BENCH MARK DISK
 DA0397_SETTING: 66 = SET IN ROCK OUTCROP
 DA0397_SP_SET: ROCK OUTCROP
 DA0397_STAMPING: L 342 1961
 DA0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0397+STABILITY: POSITION/ELEVATION WELL
 DA0397
 DA0397  HISTORY     - Date     Condition        Report By
 DA0397  HISTORY     - 1961     MONUMENTED       CGS
 DA0397  HISTORY     - 1962     GOOD             NGS
 DA0397
 DA0397                          STATION DESCRIPTION
 DA0397
 DA0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0397'20.55 MI S FROM AJO.
 DA0397'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0397'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0397'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0397'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0397'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 1.0 MILE WEST ALONG A
 DA0397'TRAIL ROAD, 0.15 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0397'WHICH PROJECTS 16 FEET AND IS NUMBERED 50, 0.4 MILE NORTHEAST OF AN
 DA0397'ABANDONED MINE, 148 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 1
 DA0397'1/2 FEET WEST OF A ROCK CAIRN, ABOUT 40 FEET ABOVE THE LEVEL OF THE
 DA0397'TRAIL ROAD, SET IN THE TOP OF A ROCK OUTCROP ON TOP OF A ROCKY KNOLL
 DA0397'AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0053 ***********************************************************************
 FQ0053  DESIGNATION -  L 342
 FQ0053  PID         -  FQ0053
 FQ0053  STATE/COUNTY-  AZ/COCONINO
 FQ0053  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0053
 FQ0053                         *CURRENT SURVEY CONTROL
 FQ0053  ___________________________________________________________________
 FQ0053* NAD 83(1986)-  35 06 14.     (N)    110 59 45.     (W)     SCALED    
 FQ0053* NAVD 88     -      1602.444  (meters)    5257.35   (feet)  ADJUSTED  
 FQ0053  ___________________________________________________________________
 FQ0053  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FQ0053  DYNAMIC HT  -        1600.293 (meters)    5250.29  (feet)  COMP
 FQ0053  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 FQ0053
 FQ0053  VERT ORDER  -  SECOND    CLASS 0
 FQ0053
 FQ0053.The horizontal coordinates were scaled from a topographic map and have
 FQ0053.an estimated accuracy of +/- 6 seconds.
 FQ0053
 FQ0053.The orthometric height was determined by differential leveling
 FQ0053.and adjusted in June 1991.
 FQ0053
 FQ0053.The geoid height was determined by GEOID03.
 FQ0053
 FQ0053.The dynamic height is computed by dividing the NAVD 88
 FQ0053.geopotential number by the normal gravity value computed on the
 FQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0053.degrees latitude (g = 980.6199 gals.).
 FQ0053
 FQ0053.The modeled gravity was interpolated from observed gravity values.
 FQ0053
 FQ0053;                    North         East    Units  Estimated Accuracy
 FQ0053;SPC AZ C     -   455,490.      297,310.      MT  (+/- 180 meters Scaled)
 FQ0053
 FQ0053                          SUPERSEDED SURVEY CONTROL
 FQ0053
 FQ0053  NGVD 29 (??/??/92) 1601.609  (m)         5254.61   (f) ADJ UNCH    2 0
 FQ0053
 FQ0053.Superseded values are not recommended for survey control.
 FQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0053.See file dsdata.txt to determine how the superseded data were derived.
 FQ0053
 FQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD003845(NAD 83)
 FQ0053_MARKER: DB = BENCH MARK DISK
 FQ0053_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0053_SP_SET: BEDROCK
 FQ0053_STAMPING: L 342 1958
 FQ0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0053+STABILITY: POSITION/ELEVATION WELL
 FQ0053
 FQ0053  HISTORY     - Date     Condition        Report By
 FQ0053  HISTORY     - 1958     MONUMENTED       CGS
 FQ0053  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0053
 FQ0053                          STATION DESCRIPTION
 FQ0053
 FQ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0053'18.0 MI W FROM WINSLOW.
 FQ0053'18.2 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0053'1.2 MILES WEST OF THE SUNSHINE OVERPASS, 0.25 MILE EAST OF MILEPOST
 FQ0053'NUMBER 255, 69 PACES NORTH OF THE CENTER OF THE HIGHWAY, 33 FEET SOUTH
 FQ0053'OF THE CENTER OF THE OLD ROAD BED, 12 FEET SOUTHEAST OF THE WITNESS
 FQ0053'POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 FQ0053'GROUND.
 FQ0053
 FQ0053                          STATION RECOVERY (1983)
 FQ0053
 FQ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0053'THE MARK MAY HAVE BEEN DESTROYED BY CONSTRUCTION OF A REST AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0136 ***********************************************************************
 DV0136  DESIGNATION -  L 343 RESET
 DV0136  PID         -  DV0136
 DV0136  STATE/COUNTY-  AZ/MARICOPA
 DV0136  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0136
 DV0136                         *CURRENT SURVEY CONTROL
 DV0136  ___________________________________________________________________
 DV0136* NAD 83(1986)-  33 49 15.     (N)    112 08 33.     (W)     SCALED    
 DV0136* NAVD 88     -       537.42   (+/-2cm)    1763.2    (feet)  VERTCON   
 DV0136  ___________________________________________________________________
 DV0136  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DV0136  VERT ORDER  -  THIRD (See Below)
 DV0136
 DV0136.The horizontal coordinates were scaled from a topographic map and have
 DV0136.an estimated accuracy of +/- 6 seconds.
 DV0136
 DV0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0136.The vertical order pertains to the NGVD 29 superseded value.
 DV0136
 DV0136.The geoid height was determined by GEOID03.
 DV0136
 DV0136;                    North         East    Units  Estimated Accuracy
 DV0136;SPC AZ C     -   312,810.      192,460.      MT  (+/- 180 meters Scaled)
 DV0136
 DV0136                          SUPERSEDED SURVEY CONTROL
 DV0136
 DV0136  NGVD 29 (??/??/??)  536.82   (m)         1761.2    (f) RESET       3  
 DV0136
 DV0136.Superseded values are not recommended for survey control.
 DV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0136.See file dsdata.txt to determine how the superseded data were derived.
 DV0136
 DV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942428(NAD 83)
 DV0136_MARKER: DB = BENCH MARK DISK
 DV0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0136_SP_SET: MONUMENT
 DV0136_STAMPING: L 343 1959 RESET 1967
 DV0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0136
 DV0136  HISTORY     - Date     Condition        Report By
 DV0136  HISTORY     - 1967     MONUMENTED       CGS
 DV0136  HISTORY     - 1970     GOOD             NGS
 DV0136  HISTORY     - 1977     GOOD             LOCENG
 DV0136  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0136
 DV0136                          STATION DESCRIPTION
 DV0136
 DV0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0136'5.95 MI S FROM NEW RIVER.
 DV0136'5.95 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0136'RIVER TO THE EXIT ROAD AT PIONEER INTERCHANGE AND THE MARK ON THE
 DV0136'RIGHT.  97 FEET SOUTHEAST OF POWER POLE MARKED, AP ST 57, 72 FEET WEST
 DV0136'OF THE CENTER LINE OF THE EXIT ROAD AND 4 FEET NORTH OF THE WITNESS
 DV0136'POST.  THE MARK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 DV0136'UNDER THE WEST RIGHT OF WAY FENCE LINE.
 DV0136
 DV0136                          STATION RECOVERY (1977)
 DV0136
 DV0136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0136'RECOVERED IN GOOD CONDITION.
 DV0136
 DV0136                          STATION RECOVERY (1995)
 DV0136
 DV0136'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0903 ***********************************************************************
 DA0903  DESIGNATION -  L 344
 DA0903  PID         -  DA0903
 DA0903  STATE/COUNTY-  AZ/PIMA
 DA0903  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0903
 DA0903                         *CURRENT SURVEY CONTROL
 DA0903  ___________________________________________________________________
 DA0903* NAD 83(1986)-  32 06 03.     (N)    113 19 06.     (W)     SCALED    
 DA0903* NAVD 88     -       257.17   (+/-2cm)     843.7    (feet)  VERTCON   
 DA0903  ___________________________________________________________________
 DA0903  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DA0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0903
 DA0903.The horizontal coordinates were scaled from a topographic map and have
 DA0903.an estimated accuracy of +/- 6 seconds.
 DA0903
 DA0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0903.The vertical order pertains to the NGVD 29 superseded value.
 DA0903
 DA0903.The geoid height was determined by GEOID03.
 DA0903
 DA0903;                    North         East    Units  Estimated Accuracy
 DA0903;SPC AZ C     -   122,910.       81,070.      MT  (+/- 180 meters Scaled)
 DA0903
 DA0903                          SUPERSEDED SURVEY CONTROL
 DA0903
 DA0903  NGVD 29 (??/??/92)  256.487  (m)          841.49   (f) ADJ UNCH    2 0
 DA0903
 DA0903.Superseded values are not recommended for survey control.
 DA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0903.See file dsdata.txt to determine how the superseded data were derived.
 DA0903
 DA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA812539(NAD 83)
 DA0903_MARKER: DB = BENCH MARK DISK
 DA0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0903_STAMPING: L 344 1961
 DA0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0903+STABILITY: SURFACE MOTION
 DA0903
 DA0903  HISTORY     - Date     Condition        Report By
 DA0903  HISTORY     - 1961     MONUMENTED       CGS
 DA0903  HISTORY     - 1962     GOOD             NGS
 DA0903
 DA0903                          STATION DESCRIPTION
 DA0903
 DA0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0903'2.1 MI W FROM PAPAGO WELL.
 DA0903'ABUT 2.1 MILES WEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER TANK AT
 DA0903'PAPAGO WELL, 0.5 MILE EAST-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0903'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 31, 27 FEET
 DA0903'NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 1.8 FEET WEST OF A METAL
 DA0903'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND
 DA0903'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0585 ***********************************************************************
 ES0585  DESIGNATION -  L 344
 ES0585  PID         -  ES0585
 ES0585  STATE/COUNTY-  AZ/YAVAPAI
 ES0585  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0585
 ES0585                         *CURRENT SURVEY CONTROL
 ES0585  ___________________________________________________________________
 ES0585* NAD 83(1986)-  34 35 10.     (N)    111 52 48.     (W)     SCALED    
 ES0585* NAVD 88     -       949.882  (meters)    3116.40   (feet)  ADJUSTED  
 ES0585  ___________________________________________________________________
 ES0585  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0585  DYNAMIC HT  -         948.685 (meters)    3112.48  (feet)  COMP
 ES0585  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 ES0585
 ES0585  VERT ORDER  -  FIRST     CLASS II
 ES0585
 ES0585.The horizontal coordinates were scaled from a topographic map and have
 ES0585.an estimated accuracy of +/- 6 seconds.
 ES0585
 ES0585.The orthometric height was determined by differential leveling
 ES0585.and adjusted in June 1991.
 ES0585
 ES0585.The geoid height was determined by GEOID03.
 ES0585
 ES0585.The dynamic height is computed by dividing the NAVD 88
 ES0585.geopotential number by the normal gravity value computed on the
 ES0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0585.degrees latitude (g = 980.6199 gals.).
 ES0585
 ES0585.The modeled gravity was interpolated from observed gravity values.
 ES0585
 ES0585;                    North         East    Units  Estimated Accuracy
 ES0585;SPC AZ C     -   397,660.      216,720.      MT  (+/- 180 meters Scaled)
 ES0585
 ES0585                          SUPERSEDED SURVEY CONTROL
 ES0585
 ES0585  NGVD 29 (??/??/92)  949.158  (m)         3114.03   (f) ADJ UNCH    1 2
 ES0585
 ES0585.Superseded values are not recommended for survey control.
 ES0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0585.See file dsdata.txt to determine how the superseded data were derived.
 ES0585
 ES0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD192274(NAD 83)
 ES0585_MARKER: DB = BENCH MARK DISK
 ES0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0585_SP_SET: ABUTMENT
 ES0585_STAMPING: L 344 1959
 ES0585_MARK LOGO: CGS   
 ES0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0585
 ES0585  HISTORY     - Date     Condition        Report By
 ES0585  HISTORY     - 1959     MONUMENTED       CGS
 ES0585  HISTORY     - 1982     GOOD             NGS
 ES0585
 ES0585                          STATION DESCRIPTION
 ES0585
 ES0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0585'3.0 MI NW FROM CAMP VERDE.
 ES0585'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0585'POST OFFICE IN CAMP VERDE, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY
 ES0585'79, 0.1 MILE SOUTH OF MILEPOST 288, 16 FEET EAST OF THE CENTER OF THE
 ES0585'HIGHWAY, CEMENTED IN A DRILL HOLE 3 FEET NORTH OF THE SOUTH END OF THE
 ES0585'EAST ABUTMENT OF A CONCRETE BRIDGE OVER VERDE RIVER.
 ES0585
 ES0585                          STATION RECOVERY (1982)
 ES0585
 ES0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0585'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0585'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0585'IN CAMP VERDE, THENCE 1.0 KM (0.6 MI) NORTHEAST ALONG INTERSTATE
 ES0585'HIGHWAY 17, IN TOP OF THE SOUTH END OF THE EAST GUARD RAIL CURB FOR
 ES0585'THE WEST ONE OF TWO INTERSTATE HIGHWAY 17 BRIDGES OVER THE VERDE
 ES0585'RIVER, 4.9 METERS (16 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND
 ES0585'LANES, 0.9 METER (3 FT) NORTH OF THE SOUTH END OF THE EAST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0878 ***********************************************************************
 DA0878  DESIGNATION -  L 345
 DA0878  PID         -  DA0878
 DA0878  STATE/COUNTY-  AZ/PIMA
 DA0878  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0878
 DA0878                         *CURRENT SURVEY CONTROL
 DA0878  ___________________________________________________________________
 DA0878* NAD 83(1986)-  32 15 40.     (N)    113 10 09.     (W)     SCALED    
 DA0878* NAVD 88     -       273.55   (+/-2cm)     897.5    (feet)  VERTCON   
 DA0878  ___________________________________________________________________
 DA0878  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DA0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0878
 DA0878.The horizontal coordinates were scaled from a topographic map and have
 DA0878.an estimated accuracy of +/- 6 seconds.
 DA0878
 DA0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0878.The vertical order pertains to the NGVD 29 superseded value.
 DA0878
 DA0878.The geoid height was determined by GEOID03.
 DA0878
 DA0878;                    North         East    Units  Estimated Accuracy
 DA0878;SPC AZ C     -   140,510.       95,350.      MT  (+/- 180 meters Scaled)
 DA0878
 DA0878                          SUPERSEDED SURVEY CONTROL
 DA0878
 DA0878  NGVD 29 (??/??/92)  272.882  (m)          895.28   (f) ADJ UNCH    2 0
 DA0878
 DA0878.Superseded values are not recommended for survey control.
 DA0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0878.See file dsdata.txt to determine how the superseded data were derived.
 DA0878
 DA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA956714(NAD 83)
 DA0878_MARKER: DB = BENCH MARK DISK
 DA0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0878_STAMPING: L 345 1961
 DA0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0878+STABILITY: SURFACE MOTION
 DA0878
 DA0878  HISTORY     - Date     Condition        Report By
 DA0878  HISTORY     - 1961     MONUMENTED       CGS
 DA0878  HISTORY     - 1962     GOOD             NGS
 DA0878
 DA0878                          STATION DESCRIPTION
 DA0878
 DA0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0878'36.25 MI SW FROM AJO.
 DA0878'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0878'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0878'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0878'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0878'HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST ALONG A TRAIL
 DA0878'ROAD.  THENCE 12.6 MILES NORTHWEST ALONG A TRAIL ROAD, 1.35 MILES
 DA0878'SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0878'FEET AND IS NUMBERED 46, ABOUT 0.2 MILE SOUTHWEST OF A SCATTERED ROW
 DA0878'OF SMALL MESQUITE TREES ALONG A WASH, 28 FEET NORTHEAST OF THE CENTER
 DA0878'LINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 DA0878'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0878'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0528 ***********************************************************************
 ES0528  DESIGNATION -  L 345
 ES0528  PID         -  ES0528
 ES0528  STATE/COUNTY-  AZ/COCONINO
 ES0528  USGS QUAD   -  MUNDS PARK (1974)
 ES0528
 ES0528                         *CURRENT SURVEY CONTROL
 ES0528  ___________________________________________________________________
 ES0528* NAD 83(1986)-  34 55 22.     (N)    111 38 40.     (W)     SCALED    
 ES0528* NAVD 88     -      1978.773  (meters)    6492.02   (feet)  ADJUSTED  
 ES0528  ___________________________________________________________________
 ES0528  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 ES0528  DYNAMIC HT  -        1976.004 (meters)    6482.94  (feet)  COMP
 ES0528  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 ES0528
 ES0528  VERT ORDER  -  SECOND    CLASS 0
 ES0528
 ES0528.The horizontal coordinates were scaled from a topographic map and have
 ES0528.an estimated accuracy of +/- 6 seconds.
 ES0528
 ES0528.The orthometric height was determined by differential leveling
 ES0528.and adjusted in June 1991.
 ES0528
 ES0528.The geoid height was determined by GEOID03.
 ES0528
 ES0528.The dynamic height is computed by dividing the NAVD 88
 ES0528.geopotential number by the normal gravity value computed on the
 ES0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0528.degrees latitude (g = 980.6199 gals.).
 ES0528
 ES0528.The modeled gravity was interpolated from observed gravity values.
 ES0528
 ES0528;                    North         East    Units  Estimated Accuracy
 ES0528;SPC AZ C     -   435,040.      238,230.      MT  (+/- 180 meters Scaled)
 ES0528
 ES0528                          SUPERSEDED SURVEY CONTROL
 ES0528
 ES0528  NGVD 29 (??/??/92) 1977.829  (m)         6488.93   (f) ADJ UNCH    2 0
 ES0528
 ES0528.Superseded values are not recommended for survey control.
 ES0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0528.See file dsdata.txt to determine how the superseded data were derived.
 ES0528
 ES0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD411646(NAD 83)
 ES0528_MARKER: DB = BENCH MARK DISK
 ES0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0528_SP_SET: BRIDGE
 ES0528_STAMPING: L 345 1959
 ES0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0528
 ES0528  HISTORY     - Date     Condition        Report By
 ES0528  HISTORY     - 1959     MONUMENTED       CGS
 ES0528
 ES0528                          STATION DESCRIPTION
 ES0528
 ES0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0528'19.5 MI S FROM FLAGSTAFF.
 ES0528'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0528'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0528'THENCE 19.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 1.8 MILES
 ES0528'SOUTH OF THE GOLF COURSE, 36 FEET EAST OF THE CENTER OF THE
 ES0528'NORTH-BOUND LANE, 6.6 FEET NORTH OF THE WITNESS POST, CEMENTED IN THE
 ES0528'CENTER OF THE EAST HEADWALL OF A 12 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0960 ***********************************************************************
 DA0960  DESIGNATION -  L 346
 DA0960  PID         -  DA0960
 DA0960  STATE/COUNTY-  AZ/YUMA
 DA0960  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0960
 DA0960                         *CURRENT SURVEY CONTROL
 DA0960  ___________________________________________________________________
 DA0960* NAD 83(1986)-  32 14 36.     (N)    113 50 15.     (W)     SCALED    
 DA0960* NAVD 88     -       378.36   (+/-2cm)    1241.3    (feet)  VERTCON   
 DA0960  ___________________________________________________________________
 DA0960  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DA0960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0960
 DA0960.The horizontal coordinates were scaled from a topographic map and have
 DA0960.an estimated accuracy of +/- 6 seconds.
 DA0960
 DA0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0960.The vertical order pertains to the NGVD 29 superseded value.
 DA0960
 DA0960.The geoid height was determined by GEOID03.
 DA0960
 DA0960;                    North         East    Units  Estimated Accuracy
 DA0960;SPC AZ W     -   137,860.      205,110.      MT  (+/- 180 meters Scaled)
 DA0960
 DA0960                          SUPERSEDED SURVEY CONTROL
 DA0960
 DA0960  NGVD 29 (??/??/92)  377.656  (m)         1239.03   (f) ADJ UNCH    2 0
 DA0960
 DA0960.Superseded values are not recommended for survey control.
 DA0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0960.See file dsdata.txt to determine how the superseded data were derived.
 DA0960
 DA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA326709(NAD 83)
 DA0960_MARKER: DB = BENCH MARK DISK
 DA0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0960_STAMPING: L 346 1961
 DA0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0960+STABILITY: SURFACE MOTION
 DA0960
 DA0960  HISTORY     - Date     Condition        Report By
 DA0960  HISTORY     - 1961     MONUMENTED       CGS
 DA0960  HISTORY     - 1962     GOOD             NGS
 DA0960
 DA0960                          STATION DESCRIPTION
 DA0960
 DA0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0960'6.0 MI W FROM TULE WELL.
 DA0960'ABOUT 6.0 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0960'COMMISSION SHELTER AT TULE WELL, 0.5 MILE EAST OF A 4X4-INCH WHITE
 DA0960'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 17, 2.8
 DA0960'MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0960'FEET AND IS NUMBERED 1, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 DA0960'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DA0960'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0082 ***********************************************************************
 ES0082  DESIGNATION -  L 346
 ES0082  PID         -  ES0082
 ES0082  STATE/COUNTY-  AZ/NAVAJO
 ES0082  USGS QUAD   -  HOLBROOK (1986)
 ES0082
 ES0082                         *CURRENT SURVEY CONTROL
 ES0082  ___________________________________________________________________
 ES0082* NAD 83(1986)-  34 56 13.     (N)    110 07 56.     (W)     SCALED    
 ES0082* NAVD 88     -      1605.318  (meters)    5266.78   (feet)  ADJUSTED  
 ES0082  ___________________________________________________________________
 ES0082  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0082  DYNAMIC HT  -        1603.109 (meters)    5259.53  (feet)  COMP
 ES0082  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 ES0082
 ES0082  VERT ORDER  -  FIRST     CLASS II
 ES0082
 ES0082.The horizontal coordinates were scaled from a topographic map and have
 ES0082.an estimated accuracy of +/- 6 seconds.
 ES0082
 ES0082.The orthometric height was determined by differential leveling
 ES0082.and adjusted in June 1991.
 ES0082
 ES0082.The geoid height was determined by GEOID03.
 ES0082
 ES0082.The dynamic height is computed by dividing the NAVD 88
 ES0082.geopotential number by the normal gravity value computed on the
 ES0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0082.degrees latitude (g = 980.6199 gals.).
 ES0082
 ES0082.The modeled gravity was interpolated from observed gravity values.
 ES0082
 ES0082;                    North         East    Units  Estimated Accuracy
 ES0082;SPC AZ E     -   436,580.      216,510.      MT  (+/- 180 meters Scaled)
 ES0082
 ES0082                          SUPERSEDED SURVEY CONTROL
 ES0082
 ES0082  NGVD 29 (??/??/92) 1604.475  (m)         5264.02   (f) ADJ UNCH    1 2
 ES0082
 ES0082.Superseded values are not recommended for survey control.
 ES0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0082.See file dsdata.txt to determine how the superseded data were derived.
 ES0082
 ES0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD792663(NAD 83)
 ES0082_MARKER: DB = BENCH MARK DISK
 ES0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0082_STAMPING: L 346 1959
 ES0082_MARK LOGO: CGS   
 ES0082_PROJECTION: PROJECTING 5 CENTIMETERS
 ES0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0082+STABILITY: SURFACE MOTION
 ES0082
 ES0082  HISTORY     - Date     Condition        Report By
 ES0082  HISTORY     - 1959     MONUMENTED       CGS
 ES0082  HISTORY     - 1983     GOOD             NGS
 ES0082
 ES0082                          STATION DESCRIPTION
 ES0082
 ES0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0082'3.0 MI NE FROM HOLBROOK.
 ES0082'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0082'HOLBROOK, 0.45 MILE EAST OF MILEPOST 300, 68 FEET NORTH OF THE OLD
 ES0082'ROADBED, 46 FEET WEST OF A TELEPHONE 2 FEET SOUTH OF THE FENCE, 2 FEET
 ES0082'EAST OF A WITNESS POST, AND SET IN THE TOP OF A 12-INCH SQUARE
 ES0082'CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0082
 ES0082                          STATION RECOVERY (1983)
 ES0082
 ES0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0082'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.5 KM (2.15
 ES0082'MI) NORTHEASTERLY ALONG NAVAJO BOULEVARD FROM ITS JUNCTION WITH
 ES0082'INTERSTATE HIGHWAY 40 IN HOLBROOK, 42.1 METERS (138.1 FT) NORTHWEST OF
 ES0082'THE CENTER OF THE BOULEVARD, 14.0 METERS (45.9 FT) SOUTHWEST OF A
 ES0082'UTILITY POLE AND 0.6 METER (2.0 FT) SOUTHEAST OF A T-FENCE CORNER.
 ES0082'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 ES0082'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0996 ***********************************************************************
 DA0996  DESIGNATION -  L 347
 DA0996  PID         -  DA0996
 DA0996  STATE/COUNTY-  AZ/YUMA
 DA0996  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0996
 DA0996                         *CURRENT SURVEY CONTROL
 DA0996  ___________________________________________________________________
 DA0996* NAD 83(1986)-  32 11 58.     (N)    113 43 42.     (W)     SCALED    
 DA0996* NAVD 88     -       364.38   (+/-2cm)    1195.5    (feet)  VERTCON   
 DA0996  ___________________________________________________________________
 DA0996  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0996
 DA0996.The horizontal coordinates were scaled from a topographic map and have
 DA0996.an estimated accuracy of +/- 6 seconds.
 DA0996
 DA0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0996.The vertical order pertains to the NGVD 29 superseded value.
 DA0996
 DA0996.The geoid height was determined by GEOID03.
 DA0996
 DA0996;                    North         East    Units  Estimated Accuracy
 DA0996;SPC AZ W     -   132,990.      215,400.      MT  (+/- 180 meters Scaled)
 DA0996
 DA0996                          SUPERSEDED SURVEY CONTROL
 DA0996
 DA0996  NGVD 29 (??/??/92)  363.684  (m)         1193.19   (f) ADJ UNCH    2 0
 DA0996
 DA0996.Superseded values are not recommended for survey control.
 DA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0996.See file dsdata.txt to determine how the superseded data were derived.
 DA0996
 DA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA428658(NAD 83)
 DA0996_MARKER: DB = BENCH MARK DISK
 DA0996_SETTING: 66 = SET IN ROCK OUTCROP
 DA0996_SP_SET: ROCK OUTCROP
 DA0996_STAMPING: L 347 1961
 DA0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0996+STABILITY: POSITION/ELEVATION WELL
 DA0996
 DA0996  HISTORY     - Date     Condition        Report By
 DA0996  HISTORY     - 1961     MONUMENTED       CGS
 DA0996  HISTORY     - 1962     GOOD             NGS
 DA0996
 DA0996                          STATION DESCRIPTION
 DA0996
 DA0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0996'2.45 MI SE FROM TULE WELL.
 DA0996'ABOUT 2.45 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0996'COMMISSION SHELTER AT TULE WELL, NORTH OF AND AT THE FOOT OF A ROCKY
 DA0996'HILL, 2.45 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0996'WHICH PROJECTS 16 FEET AND IS NUMBERED 28, 89 FEET SOUTHWEST OF THE
 DA0996'CENTER LINE OF THE TRAIL ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH
 DA0996'PROJECTS 2 1/2 FEET, 37.0 FEET SOUTHWEST OF A METAL WITNESS POST, 120
 DA0996'FEET WEST OF THE CENTER OF THE JUNCTION OF THE TRAIL ROAD AND A TRAIL
 DA0996'ROAD LEADING WEST, 47 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD
 DA0996'LEADING WEST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0233 ***********************************************************************
 FP0233  DESIGNATION -  L 347
 FP0233  PID         -  FP0233
 FP0233  STATE/COUNTY-  AZ/APACHE
 FP0233  USGS QUAD   -  HOUCK (1971)
 FP0233
 FP0233                         *CURRENT SURVEY CONTROL
 FP0233  ___________________________________________________________________
 FP0233* NAD 83(1986)-  35 16 56.     (N)    109 11 56.     (W)     SCALED    
 FP0233* NAVD 88     -      1851.374  (meters)    6074.05   (feet)  ADJUSTED  
 FP0233  ___________________________________________________________________
 FP0233  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 FP0233  DYNAMIC HT  -        1848.804 (meters)    6065.62  (feet)  COMP
 FP0233  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 FP0233
 FP0233  VERT ORDER  -  FIRST     CLASS II
 FP0233
 FP0233.The horizontal coordinates were scaled from a topographic map and have
 FP0233.an estimated accuracy of +/- 6 seconds.
 FP0233
 FP0233.The orthometric height was determined by differential leveling
 FP0233.and adjusted in June 1991.
 FP0233.WARNING-Repeat measurements at this control monument indicate possible
 FP0233.vertical movement.
 FP0233
 FP0233.The geoid height was determined by GEOID03.
 FP0233
 FP0233.The dynamic height is computed by dividing the NAVD 88
 FP0233.geopotential number by the normal gravity value computed on the
 FP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0233.degrees latitude (g = 980.6199 gals.).
 FP0233
 FP0233.The modeled gravity was interpolated from observed gravity values.
 FP0233
 FP0233;                    North         East    Units  Estimated Accuracy
 FP0233;SPC AZ E     -   475,310.      301,400.      MT  (+/- 180 meters Scaled)
 FP0233
 FP0233                          SUPERSEDED SURVEY CONTROL
 FP0233
 FP0233  NGVD 29 (??/??/92) 1850.349  (m)         6070.69   (f) ADJ UNCH    1 2
 FP0233
 FP0233.Superseded values are not recommended for survey control.
 FP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0233.See file dsdata.txt to determine how the superseded data were derived.
 FP0233
 FP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE637058(NAD 83)
 FP0233_MARKER: DB = BENCH MARK DISK
 FP0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0233_STAMPING: L 347 1959
 FP0233_MARK LOGO: CGS   
 FP0233_PROJECTION: FLUSH
 FP0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0233+STABILITY: SURFACE MOTION
 FP0233
 FP0233  HISTORY     - Date     Condition        Report By
 FP0233  HISTORY     - 1959     MONUMENTED       CGS
 FP0233  HISTORY     - 1974     GOOD             USGS
 FP0233  HISTORY     - 1983     GOOD             NGS
 FP0233
 FP0233                          STATION DESCRIPTION
 FP0233
 FP0233'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FP0233'0.6 MI E FROM HOUCK.
 FP0233'0.6 MILES EAST ALONG THE FRONTAGE ROAD FROM THE POST OFFICE AT HOUCK,
 FP0233'109 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE 40,
 FP0233'39 FEET N. OF A FENCE, 22 FEET N.W. OF A STATE HIGHWAY TABLET, 22 FEET
 FP0233'N. OF THE CENTER OF THE FRONTAGE ROAD.  A STANDARD USC AND GS TABLET
 FP0233'STAMPED L 347 1959 SET IN A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 FP0233'THE GROUND.  NOTE-- 9.3 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST
 FP0233'OFFICE AT SANDERS.
 FP0233
 FP0233                          STATION RECOVERY (1983)
 FP0233
 FP0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0233'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.8 KM (15.4
 FP0233'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0233'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.1 KM (0.05 MI)
 FP0233'WEST OF MILEPOST 349, 34.6 KM (113.5 FT) NORTH OF THE CENTERLINE OF
 FP0233'THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 6.9 METERS (22.6 FT)
 FP0233'NORTH OF THE CENTERLINE OF THE NORTH FRONTAGE ROAD.
 FP0233'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 FP0233'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0010 ***********************************************************************
 DB0010  DESIGNATION -  L 348
 DB0010  PID         -  DB0010
 DB0010  STATE/COUNTY-  AZ/YUMA
 DB0010  USGS QUAD   -  BUTLER MOUNTAINS (1990)
 DB0010
 DB0010                         *CURRENT SURVEY CONTROL
 DB0010  ___________________________________________________________________
 DB0010* NAD 83(1986)-  32 22 07.     (N)    114 09 25.     (W)     SCALED    
 DB0010* NAVD 88     -       278.88   (+/-2cm)     915.0    (feet)  VERTCON   
 DB0010  ___________________________________________________________________
 DB0010  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DB0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0010
 DB0010.The horizontal coordinates were scaled from a topographic map and have
 DB0010.an estimated accuracy of +/- 6 seconds.
 DB0010
 DB0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0010.The vertical order pertains to the NGVD 29 superseded value.
 DB0010
 DB0010.The geoid height was determined by GEOID03.
 DB0010
 DB0010;                    North         East    Units  Estimated Accuracy
 DB0010;SPC AZ W     -   151,820.      175,060.      MT  (+/- 180 meters Scaled)
 DB0010
 DB0010                          SUPERSEDED SURVEY CONTROL
 DB0010
 DB0010  NGVD 29 (??/??/??)  278.194  (m)          912.71   (f) ADJUSTED    2 0
 DB0010
 DB0010.Superseded values are not recommended for survey control.
 DB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0010.See file dsdata.txt to determine how the superseded data were derived.
 DB0010
 DB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR675848(NAD 83)
 DB0010_MARKER: DB = BENCH MARK DISK
 DB0010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0010_SP_SET: 6 FEET
 DB0010_STAMPING: L 348 1962
 DB0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0010
 DB0010  HISTORY     - Date     Condition        Report By
 DB0010  HISTORY     - 1962     MONUMENTED       CGS
 DB0010
 DB0010                          STATION DESCRIPTION
 DB0010
 DB0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0010'35.6 MI SSW FROM LIGURTA.
 DB0010'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0010'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0010'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0010'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0010'A WASH, THENCE 16.55 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.5
 DB0010'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0010'PROJECTS 16 FEET AND IS NUMBER 13, IN AN OPEN FLAT, 15 FEET
 DB0010'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A
 DB0010'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 DB0010'AND CLAMPED ON THE TOP OF A COPPER COATED ROD WHICH IS DRIVEN
 DB0010'TO A DEPTH OF 6 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 DB0010'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1161 ***********************************************************************
 CZ1161  DESIGNATION -  L 348
 CZ1161  PID         -  CZ1161
 CZ1161  STATE/COUNTY-  AZ/PINAL
 CZ1161  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1161
 CZ1161                         *CURRENT SURVEY CONTROL
 CZ1161  ___________________________________________________________________
 CZ1161* NAD 83(1986)-  32 44 10.     (N)    111 33 01.     (W)     SCALED    
 CZ1161* NAVD 88     -       480.78   (+/-2cm)    1577.4    (feet)  VERTCON   
 CZ1161  ___________________________________________________________________
 CZ1161  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1161
 CZ1161.The horizontal coordinates were scaled from a topographic map and have
 CZ1161.an estimated accuracy of +/- 6 seconds.
 CZ1161
 CZ1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1161.The vertical order pertains to the NGVD 29 superseded value.
 CZ1161
 CZ1161.The geoid height was determined by GEOID03.
 CZ1161
 CZ1161;                    North         East    Units  Estimated Accuracy
 CZ1161;SPC AZ C     -   192,550.      247,700.      MT  (+/- 180 meters Scaled)
 CZ1161
 CZ1161                          SUPERSEDED SURVEY CONTROL
 CZ1161
 CZ1161  NGVD 29 (??/??/92)  480.23   (m)         1575.6    (f) COMPUTED    2 0
 CZ1161
 CZ1161.Superseded values are not recommended for survey control.
 CZ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1161.See file dsdata.txt to determine how the superseded data were derived.
 CZ1161
 CZ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484221(NAD 83)
 CZ1161_MARKER: DB = BENCH MARK DISK
 CZ1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1161_SP_SET: STONE PIPE
 CZ1161_STAMPING: L 348 1960
 CZ1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1161
 CZ1161  HISTORY     - Date     Condition        Report By
 CZ1161  HISTORY     - 1960     MONUMENTED       CGS
 CZ1161  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1161
 CZ1161                          STATION DESCRIPTION
 CZ1161
 CZ1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1161'1.1 MI SE FROM ELOY.
 CZ1161'0.3 MILE SOUTHEASDT FROM DEPOT AT ELOY, THENCE 0.8 MILE SOUTH ALONG
 CZ1161'SUNSHINE BOULEVARD, 28 FEET EAST OF CENTER LINE OF ROAD, 11 FEET WEST
 CZ1161'OF FENCE, 1.5 FEET NORTH OF WITNESS POST, 6 FEET SOUTH OF POWER POLE,
 CZ1161'SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 8 INCHES.
 CZ1161
 CZ1161                          STATION RECOVERY (2007)
 CZ1161
 CZ1161'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1161'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1162 ***********************************************************************
 CZ1162  DESIGNATION -  L 348 RESET
 CZ1162  PID         -  CZ1162
 CZ1162  STATE/COUNTY-  AZ/PINAL
 CZ1162  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1162
 CZ1162                         *CURRENT SURVEY CONTROL
 CZ1162  ___________________________________________________________________
 CZ1162* NAD 83(1986)-  32 44 09.     (N)    111 33 01.     (W)     SCALED    
 CZ1162* NAVD 88     -       482.85   (+/-2cm)    1584.2    (feet)  VERTCON   
 CZ1162  ___________________________________________________________________
 CZ1162  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1162  VERT ORDER  -  THIRD (See Below)
 CZ1162
 CZ1162.The horizontal coordinates were scaled from a topographic map and have
 CZ1162.an estimated accuracy of +/- 6 seconds.
 CZ1162
 CZ1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1162.The vertical order pertains to the NGVD 29 superseded value.
 CZ1162
 CZ1162.The geoid height was determined by GEOID03.
 CZ1162
 CZ1162;                    North         East    Units  Estimated Accuracy
 CZ1162;SPC AZ C     -   192,520.      247,700.      MT  (+/- 180 meters Scaled)
 CZ1162
 CZ1162                          SUPERSEDED SURVEY CONTROL
 CZ1162
 CZ1162  NGVD 29 (??/??/??)  482.30   (m)         1582.3    (f) RESET       3  
 CZ1162
 CZ1162.Superseded values are not recommended for survey control.
 CZ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1162.See file dsdata.txt to determine how the superseded data were derived.
 CZ1162
 CZ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB484221(NAD 83)
 CZ1162_MARKER: DB = BENCH MARK DISK
 CZ1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1162_SP_SET: CATTLE GUARD
 CZ1162_STAMPING: 348 1960 RESET 1964
 CZ1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1162
 CZ1162  HISTORY     - Date     Condition        Report By
 CZ1162  HISTORY     - 1964     MONUMENTED       AZHD
 CZ1162  HISTORY     - 1965     GOOD             AZDT
 CZ1162  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1162  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1162
 CZ1162                          STATION DESCRIPTION
 CZ1162
 CZ1162'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1965
 CZ1162'0.85 MI S FROM ELOY.
 CZ1162'ABOUT 0.85 MILES SOUTH OF ELOY FROM THE JUNCTION OF FRONTIER DRIVE
 CZ1162'(STATE HWY. 84) AND SUNSHINE BLVD. IN THE TOWN OF ELOY, DRIVE SOUTH ON
 CZ1162'SUNSHINE BLVD., FOR 0.85 MILES TO A CATTLE GUARD AND THE STATION ON
 CZ1162'THE LEFT.  THE MARK IS 0.12 MILES NORTH OF INTERSTATE HWY. 10, 15 FEET
 CZ1162'EAST OF THE CENTER LINE OF SUNSHINE BLVD., 70 FEET SOUTH OF THE RAMP
 CZ1162'LEADING TO THE ACCESS ROAD AND IT IS IN THE CENTER (TOP) OF THE EAST
 CZ1162'CATTLEGUARD HEADWALL ABOUT 1 FOOT ABOVE THE ROAD LEVEL.
 CZ1162
 CZ1162                          STATION RECOVERY (1977)
 CZ1162
 CZ1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1162'MARK NOT FOUND.
 CZ1162
 CZ1162                          STATION RECOVERY (2007)
 CZ1162
 CZ1162'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1162'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THERE IS NO CATTLE
 CZ1162'GUARD AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0097 ***********************************************************************
 DA0097  DESIGNATION -  L 349
 DA0097  PID         -  DA0097
 DA0097  STATE/COUNTY-  AZ/MARICOPA
 DA0097  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0097
 DA0097                         *CURRENT SURVEY CONTROL
 DA0097  ___________________________________________________________________
 DA0097* NAD 83(1986)-  32 50 12.     (N)    112 12 22.     (W)     SCALED    
 DA0097* NAVD 88     -       556.05   (+/-2cm)    1824.3    (feet)  VERTCON   
 DA0097  ___________________________________________________________________
 DA0097  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0097
 DA0097.The horizontal coordinates were scaled from a topographic map and have
 DA0097.an estimated accuracy of +/- 6 seconds.
 DA0097
 DA0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0097.The vertical order pertains to the NGVD 29 superseded value.
 DA0097
 DA0097.The geoid height was determined by GEOID03.
 DA0097
 DA0097;                    North         East    Units  Estimated Accuracy
 DA0097;SPC AZ C     -   203,680.      186,260.      MT  (+/- 180 meters Scaled)
 DA0097
 DA0097                          SUPERSEDED SURVEY CONTROL
 DA0097
 DA0097  NGVD 29 (??/??/92)  555.40   (m)         1822.2    (f) COMPUTED    2 0
 DA0097
 DA0097.Superseded values are not recommended for survey control.
 DA0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0097.See file dsdata.txt to determine how the superseded data were derived.
 DA0097
 DA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB871338(NAD 83)
 DA0097_MARKER: DB = BENCH MARK DISK
 DA0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0097_SP_SET: STOVEPIPE
 DA0097_STAMPING: L 349 1960
 DA0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0097
 DA0097  HISTORY     - Date     Condition        Report By
 DA0097  HISTORY     - 1960     MONUMENTED       CGS
 DA0097
 DA0097                          STATION DESCRIPTION
 DA0097
 DA0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0097'14.7 MI W FROM STANFIELD.
 DA0097'14.7 MILES WEST OF THE POST OFFICE AT STANFIELD, ABOUT 150 FEET
 DA0097'NORTHWEST OF MILEPOST 151, 94 FEET NORTH OF CENTERLINE OF HIGHWAY
 DA0097'WESTBOUND TRAFFIC LANE, 1.0 FOOT SOUTH OF FENCE, 1.5 FEET EAST OF
 DA0097'WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 DA0097'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0938 ***********************************************************************
 DA0938  DESIGNATION -  L 349
 DA0938  PID         -  DA0938
 DA0938  STATE/COUNTY-  AZ/YUMA
 DA0938  USGS QUAD   -  BUCK PEAK (1990)
 DA0938
 DA0938                         *CURRENT SURVEY CONTROL
 DA0938  ___________________________________________________________________
 DA0938* NAD 83(1986)-  32 24 22.     (N)    113 57 51.     (W)     SCALED    
 DA0938* NAVD 88     -       282.75   (+/-2cm)     927.7    (feet)  VERTCON   
 DA0938  ___________________________________________________________________
 DA0938  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DA0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0938
 DA0938.The horizontal coordinates were scaled from a topographic map and have
 DA0938.an estimated accuracy of +/- 6 seconds.
 DA0938
 DA0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0938.The vertical order pertains to the NGVD 29 superseded value.
 DA0938
 DA0938.The geoid height was determined by GEOID03.
 DA0938
 DA0938;                    North         East    Units  Estimated Accuracy
 DA0938;SPC AZ W     -   155,920.      193,210.      MT  (+/- 180 meters Scaled)
 DA0938
 DA0938                          SUPERSEDED SURVEY CONTROL
 DA0938
 DA0938  NGVD 29 (??/??/92)  282.061  (m)          925.40   (f) ADJ UNCH    2 0
 DA0938
 DA0938.Superseded values are not recommended for survey control.
 DA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0938.See file dsdata.txt to determine how the superseded data were derived.
 DA0938
 DA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA212893(NAD 83)
 DA0938_MARKER: DB = BENCH MARK DISK
 DA0938_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0938_SP_SET: 8 FT
 DA0938_STAMPING: L 349 1961
 DA0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0938
 DA0938  HISTORY     - Date     Condition        Report By
 DA0938  HISTORY     - 1961     MONUMENTED       CGS
 DA0938  HISTORY     - 1962     GOOD             NGS
 DA0938
 DA0938                          STATION DESCRIPTION
 DA0938
 DA0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0938'21.8 MI NW FROM TULE WELL.
 DA0938'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0938'COMMISSION SHELTER AT TULE WELL.  THENCE 18.5 MILES NORTHWEST ALONG A
 DA0938'DIM TRAIL ROAD, 1.3 MILES GENERALLY SOUTHERLY DIRECTION OF A 4X4-INCH
 DA0938'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 5,
 DA0938'1.45 MILES SOUTHEAST OF A LARGE SANDY WASH, 36 FEET NORTHEAST OF THE
 DA0938'CENTER LINE OF THE TRAIL ROAD, 2.8 FEET NORTHEAST OF A METAL WITNESS
 DA0938'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND CLAMPED ON A
 DA0938'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED
 DA0938'IN A 6-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0298 ***********************************************************************
 ER0298  DESIGNATION -  L 35
 ER0298  PID         -  ER0298
 ER0298  STATE/COUNTY-  AZ/NAVAJO
 ER0298  USGS QUAD   -  AGATE HOUSE (1982)
 ER0298
 ER0298                         *CURRENT SURVEY CONTROL
 ER0298  ___________________________________________________________________
 ER0298* NAD 83(1986)-  34 47 44.     (N)    109 51 06.     (W)     SCALED    
 ER0298* NAVD 88     -      1673.869  (meters)    5491.69   (feet)  ADJUSTED  
 ER0298  ___________________________________________________________________
 ER0298  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ER0298  DYNAMIC HT  -        1671.537 (meters)    5484.03  (feet)  COMP
 ER0298  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 ER0298
 ER0298  VERT ORDER  -  SECOND    CLASS 0
 ER0298
 ER0298.The horizontal coordinates were scaled from a topographic map and have
 ER0298.an estimated accuracy of +/- 6 seconds.
 ER0298
 ER0298.The orthometric height was determined by differential leveling
 ER0298.and adjusted in June 1991.
 ER0298
 ER0298.The geoid height was determined by GEOID03.
 ER0298
 ER0298.The dynamic height is computed by dividing the NAVD 88
 ER0298.geopotential number by the normal gravity value computed on the
 ER0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0298.degrees latitude (g = 980.6199 gals.).
 ER0298
 ER0298.The modeled gravity was interpolated from observed gravity values.
 ER0298
 ER0298;                    North         East    Units  Estimated Accuracy
 ER0298;SPC AZ E     -   420,940.      242,180.      MT  (+/- 180 meters Scaled)
 ER0298
 ER0298                          SUPERSEDED SURVEY CONTROL
 ER0298
 ER0298  NGVD 29 (??/??/92) 1673.024  (m)         5488.91   (f) ADJ UNCH    2 0
 ER0298
 ER0298.Superseded values are not recommended for survey control.
 ER0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0298.See file dsdata.txt to determine how the superseded data were derived.
 ER0298
 ER0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD050509(NAD 83)
 ER0298_MARKER: DB = BENCH MARK DISK
 ER0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0298_STAMPING: L 35 1934
 ER0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0298+STABILITY: SURFACE MOTION
 ER0298
 ER0298  HISTORY     - Date     Condition        Report By
 ER0298  HISTORY     - 1934     MONUMENTED       CGS
 ER0298  HISTORY     - 1965     GOOD             ATT
 ER0298  HISTORY     - 1976     GOOD             USGS
 ER0298
 ER0298                          STATION DESCRIPTION
 ER0298
 ER0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0298'20.2 MI SE FROM HOLBROOK.
 ER0298'20.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0298'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, AT THE
 ER0298'NAVAJO-APACHE COUNTY LINE, 1.5 MILES EAST OF THE ENTRANCE ROAD LEADING
 ER0298'TO THE PETRIFIED NATIONAL FOREST MUSEUM, AND 74 FEET SOUTH OF THE
 ER0298'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 35 1934 AND SET
 ER0298'IN THE TOP OF A CONCRETE POST.
 ER0298
 ER0298                          STATION RECOVERY (1965)
 ER0298
 ER0298'RECOVERY NOTE BY AMERICAN T AND T CO 1965
 ER0298'RECOVERED IN GOOD CONDITION.
 ER0298
 ER0298                          STATION RECOVERY (1976)
 ER0298
 ER0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0298'HOLBROOK 18.15 MILES SE. OF ALONG U.S. HWY. 180 FROM THEA.T. & S.F.
 ER0298'RAILROAD STATION, THENCE 1.9 MILES LEFT ALONG THE ENTRANCE RD. TO THE
 ER0298'PETRIFIED FOREST N.P; THENCE RIGHT 1.5 MILES ALONG OLD HWY TO BM ON
 ER0298'RIGHT 74" SOUTH OF THE CENTERLINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0108 ***********************************************************************
 DB0108  DESIGNATION -  L 350
 DB0108  PID         -  DB0108
 DB0108  STATE/COUNTY-  AZ/YUMA
 DB0108  USGS QUAD   -  FORTUNA SW (1965)
 DB0108
 DB0108                         *CURRENT SURVEY CONTROL
 DB0108  ___________________________________________________________________
 DB0108* NAD 83(1986)-  32 36 32.     (N)    114 23 24.     (W)     SCALED    
 DB0108* NAVD 88     -       143.09   (+/-2cm)     469.5    (feet)  VERTCON   
 DB0108  ___________________________________________________________________
 DB0108  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DB0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0108
 DB0108.The horizontal coordinates were scaled from a topographic map and have
 DB0108.an estimated accuracy of +/- 6 seconds.
 DB0108
 DB0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0108.The vertical order pertains to the NGVD 29 superseded value.
 DB0108
 DB0108.The geoid height was determined by GEOID03.
 DB0108
 DB0108;                    North         East    Units  Estimated Accuracy
 DB0108;SPC AZ W     -   178,570.      153,290.      MT  (+/- 180 meters Scaled)
 DB0108
 DB0108                          SUPERSEDED SURVEY CONTROL
 DB0108
 DB0108  NGVD 29 (??/??/??)  142.423  (m)          467.27   (f) ADJUSTED    2 0
 DB0108
 DB0108.Superseded values are not recommended for survey control.
 DB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0108.See file dsdata.txt to determine how the superseded data were derived.
 DB0108
 DB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS449109(NAD 83)
 DB0108_MARKER: DB = BENCH MARK DISK
 DB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0108_STAMPING: L 350 1962
 DB0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0108+STABILITY: SURFACE MOTION
 DB0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0108+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0108
 DB0108  HISTORY     - Date     Condition        Report By
 DB0108  HISTORY     - 1962     MONUMENTED       CGS
 DB0108  HISTORY     - 20060303 GOOD             GEOCAC
 DB0108
 DB0108                          STATION DESCRIPTION
 DB0108
 DB0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0108'11.3 MI SW FROM LIGURTA.
 DB0108'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0108'STATION AND CAFE AT LIGURTA, THENCE 4.2 MILES SOUTH-SOUTHEAST
 DB0108'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 1.3
 DB0108'MILES NORTHWEST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST
 DB0108'WHICH PROJECTS 16 FEET AND IS NUMBERED 9, 0.1 MILE SOUTHWEST OF
 DB0108'AND ACROSS THE ROAD FROM A WASH, 95 FEET SOUTHWEST OF THE CENTER
 DB0108'LINE OF THE ROAD, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT
 DB0108'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DB0108'PROJECTING 6 INCHES.
 DB0108
 DB0108                          STATION RECOVERY (2006)
 DB0108
 DB0108'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0108'FOUND IN GOOD CONDITION AT N 32  36.518 W 114  23.401. METAL WITNESS
 DB0108'POST AND SIGN ARE LOCATED ABOUT 2 FEET TO THE EAST.
 DB0108' 
 DB0108'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0108'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0108'RESOURCES OFFICE AT THE MCAS-YUMA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1131 ***********************************************************************
 DA1131  DESIGNATION -  L 351
 DA1131  PID         -  DA1131
 DA1131  STATE/COUNTY-  AZ/YUMA
 DA1131  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1131
 DA1131                         *CURRENT SURVEY CONTROL
 DA1131  ___________________________________________________________________
 DA1131* NAD 83(1986)-  32 34 07.     (N)    113 44 19.     (W)     SCALED    
 DA1131* NAVD 88     -       156.74   (+/-2cm)     514.2    (feet)  VERTCON   
 DA1131  ___________________________________________________________________
 DA1131  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DA1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1131
 DA1131.The horizontal coordinates were scaled from a topographic map and have
 DA1131.an estimated accuracy of +/- 6 seconds.
 DA1131
 DA1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1131.The vertical order pertains to the NGVD 29 superseded value.
 DA1131
 DA1131.The geoid height was determined by GEOID03.
 DA1131
 DA1131;                    North         East    Units  Estimated Accuracy
 DA1131;SPC AZ W     -   173,920.      214,430.      MT  (+/- 180 meters Scaled)
 DA1131
 DA1131                          SUPERSEDED SURVEY CONTROL
 DA1131
 DA1131  NGVD 29 (??/??/92)  156.092  (m)          512.11   (f) ADJ UNCH    2 0
 DA1131
 DA1131.Superseded values are not recommended for survey control.
 DA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1131.See file dsdata.txt to determine how the superseded data were derived.
 DA1131
 DA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB428067(NAD 83)
 DA1131_MARKER: DB = BENCH MARK DISK
 DA1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1131_STAMPING: L 351 1962
 DA1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1131+STABILITY: SURFACE MOTION
 DA1131
 DA1131  HISTORY     - Date     Condition        Report By
 DA1131  HISTORY     - 1962     MONUMENTED       CGS
 DA1131
 DA1131                          STATION DESCRIPTION
 DA1131
 DA1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1131'18.35 MI SE FROM TACNA.
 DA1131'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1131'TACNA.  THENCE 12.35 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO
 DA1131'TULE WELL, 1.4 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA1131'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 55 FEET SOUTHWEST OF
 DA1131'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A METAL WITNESS
 DA1131'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1131'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0926 ***********************************************************************
 DA0926  DESIGNATION -  L 352
 DA0926  PID         -  DA0926
 DA0926  STATE/COUNTY-  AZ/YUMA
 DA0926  USGS QUAD   -  MONREAL WELL (1990)
 DA0926
 DA0926                         *CURRENT SURVEY CONTROL
 DA0926  ___________________________________________________________________
 DA0926* NAD 83(1986)-  32 27 49.     (N)    113 28 48.     (W)     SCALED    
 DA0926* NAVD 88     -       220.97   (+/-2cm)     725.0    (feet)  VERTCON   
 DA0926  ___________________________________________________________________
 DA0926  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DA0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0926
 DA0926.The horizontal coordinates were scaled from a topographic map and have
 DA0926.an estimated accuracy of +/- 6 seconds.
 DA0926
 DA0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0926.The vertical order pertains to the NGVD 29 superseded value.
 DA0926
 DA0926.The geoid height was determined by GEOID03.
 DA0926
 DA0926;                    North         East    Units  Estimated Accuracy
 DA0926;SPC AZ W     -   162,310.      238,740.      MT  (+/- 180 meters Scaled)
 DA0926
 DA0926                          SUPERSEDED SURVEY CONTROL
 DA0926
 DA0926  NGVD 29 (??/??/92)  220.331  (m)          722.87   (f) ADJ UNCH    2 0
 DA0926
 DA0926.Superseded values are not recommended for survey control.
 DA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0926.See file dsdata.txt to determine how the superseded data were derived.
 DA0926
 DA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA669945(NAD 83)
 DA0926_MARKER: DR = REFERENCE MARK DISK
 DA0926_SETTING: 66 = SET IN ROCK OUTCROP
 DA0926_SP_SET: ROCK OUTCROP
 DA0926_STAMPING: L 352 1962
 DA0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0926+STABILITY: POSITION/ELEVATION WELL
 DA0926
 DA0926  HISTORY     - Date     Condition        Report By
 DA0926  HISTORY     - 1962     MONUMENTED       CGS
 DA0926
 DA0926                          STATION DESCRIPTION
 DA0926
 DA0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0926'18.0 MI W FROM TONY TANK.
 DA0926'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0926'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA0926'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA0926'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.1 MILES SOUTH SOUTHWEST ALONG
 DA0926'THE BASE OF THE MOUNTAIN TO ABOUT MIDWAY THROUGH THE PASS, 1.2 MILES
 DA0926'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0926'FEET AND IS NUMBERED 40, 0.25 MILE WEST AND 1.1 MILES SOUTH SOUTHWEST
 DA0926'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0926'IS NUMBERED 39, 71 FEET EAST SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0926'ROAD, 54 FEET EAST SOUTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET
 DA0926'ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A ROCK
 DA0926'OUTCROP AT THE BASE OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0176 ***********************************************************************
 DB0176  DESIGNATION -  L 353
 DB0176  PID         -  DB0176
 DB0176  STATE/COUNTY-  AZ/YUMA
 DB0176  USGS QUAD   -  LIGURTA (1965)
 DB0176
 DB0176                         *CURRENT SURVEY CONTROL
 DB0176  ___________________________________________________________________
 DB0176* NAD 83(1992)-  32 40 26.66147(N)    114 18 09.28632(W)     ADJUSTED  
 DB0176* NAVD 88     -        89.894  (meters)     294.93   (feet)  ADJUSTED  
 DB0176  ___________________________________________________________________
 DB0176  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DB0176  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB0176  DYNAMIC HT  -          89.791 (meters)     294.59  (feet)  COMP
 DB0176  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 DB0176
 DB0176  HORZ ORDER  -  SECOND
 DB0176  VERT ORDER  -  FIRST     CLASS II
 DB0176
 DB0176.The horizontal coordinates were established by classical geodetic methods
 DB0176.and adjusted by the National Geodetic Survey in August 1993.
 DB0176
 DB0176.The orthometric height was determined by differential leveling
 DB0176.and adjusted in June 1991.
 DB0176
 DB0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0176
 DB0176.The geoid height was determined by GEOID03.
 DB0176
 DB0176.The dynamic height is computed by dividing the NAVD 88
 DB0176.geopotential number by the normal gravity value computed on the
 DB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0176.degrees latitude (g = 980.6199 gals.).
 DB0176
 DB0176.The modeled gravity was interpolated from observed gravity values.
 DB0176
 DB0176;                    North         East     Units Scale Factor Converg.
 DB0176;SPC AZ W     -   185,750.411   161,533.754   MT  0.99996644   -0 17 54.0
 DB0176;SPC AZ W     -   609,417.36    529,966.38   iFT  0.99996644   -0 17 54.0
 DB0176;UTM  11      - 3,618,371.399   752,943.435   MT  1.00038900   +1 27 25.2
 DB0176
 DB0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0176!SPC AZ W     -   0.99999113  x   0.99996644  =   0.99995757
 DB0176!UTM  11      -   0.99999113  x   1.00038900  =   1.00038013
 DB0176
 DB0176:                Primary Azimuth Mark                     Grid Az
 DB0176:SPC AZ W     -  CRAG                                     220 06 56.1
 DB0176:UTM  11      -  CRAG                                     218 21 36.9
 DB0176
 DB0176|---------------------------------------------------------------------|
 DB0176| PID    Reference Object                     Distance      Geod. Az  |
 DB0176|                                                           dddmmss.s |
 DB0176| DB1255 CRAG                                APPROX. 2.0 KM 2194902.1 |
 DB0176|---------------------------------------------------------------------|
 DB0176
 DB0176                          SUPERSEDED SURVEY CONTROL
 DB0176
 DB0176  NAD 83(1986)-  32 40 26.66452(N)    114 18 09.29491(W) AD(       ) 2
 DB0176  NAD 27      -  32 40 26.49510(N)    114 18 06.50390(W) AD(       ) 2
 DB0176  NGVD 29 (??/??/??)   89.238  (m)          292.77   (f) ADJUSTED    1 2
 DB0176
 DB0176.Superseded values are not recommended for survey control.
 DB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0176.See file dsdata.txt to determine how the superseded data were derived.
 DB0176
 DB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5294318371(NAD 83)
 DB0176_MARKER: DB = BENCH MARK DISK
 DB0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0176_STAMPING: L 353 1960
 DB0176_MARK LOGO: CGS   
 DB0176_PROJECTION: PROJECTING 3 CENTIMETERS
 DB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0176+STABILITY: SURFACE MOTION
 DB0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0176+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0176
 DB0176  HISTORY     - Date     Condition        Report By
 DB0176  HISTORY     - 1960     MONUMENTED       CGS
 DB0176  HISTORY     - 1960     GOOD             CGS
 DB0176  HISTORY     - 1967     GOOD             AZHD
 DB0176  HISTORY     - 1981     GOOD             NGS
 DB0176  HISTORY     - 1981     GOOD             NGS
 DB0176  HISTORY     - 1981     GOOD             NGS
 DB0176  HISTORY     - 20090207 GOOD             GEOCAC
 DB0176
 DB0176                          STATION DESCRIPTION
 DB0176
 DB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0176'THE STATION IS 0.4 MILES WESTERLY ALONG U.S. HIGHWAY 80
 DB0176'FROM THE SERVICE STATION AND STORE AT LIGURTA, 90.5 FEET
 DB0176'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 5.2 FEET EAST
 DB0176'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DB0176'
 DB0176'THE STATION MARK IS A STANDARD BENCH MARK DISK SET IN A
 DB0176'CONCRETE POST (SQUARE) FLUSH WITH THE SURROUNDING SURFACE
 DB0176'AND STAMPED L-353 1960.
 DB0176'
 DB0176'NO REFERENCE MARKS WERE SET FOR THIS STATION.
 DB0176'
 DB0176'A 2-WHEEL DRIVE STATION.
 DB0176
 DB0176                          STATION RECOVERY (1960)
 DB0176
 DB0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0176'0.4 MI W FROM LIGURTA.
 DB0176'0.35 MILE WEST ON U.S. HIGHWAY 80 FROM LIGURTA, 92 FEET NORTH
 DB0176'OF THE CENTERLINE OF THE HIGHWAY, 5.6 FEET EAST OF A METAL
 DB0176'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST FLUSH WITH
 DB0176'THE GROUND.
 DB0176
 DB0176                          STATION RECOVERY (1967)
 DB0176
 DB0176'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DB0176'RECOVERED IN GOOD CONDITION.
 DB0176
 DB0176                          STATION RECOVERY (1981)
 DB0176
 DB0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0176'THE STATION WAS RECOVERED AS DESCRIBED IN 1960.
 DB0176
 DB0176                          STATION RECOVERY (1981)
 DB0176
 DB0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0176'15.2 KM (9.45 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0176'WELLTON, THENCE 0.1 KM (0.05 MI) WEST ALONG THE WEST-BOUND ENTRANCE
 DB0176'RAMP FOR INTERSTATE HIHGWAY 8, 0.55 KM (0.35 MI) WEST OF THE LIGURTA
 DB0176'BAR AND CAFE, 1.6 KM (1.0 MI) NORTHEAST OF BENCH MARK D 470, 55.5 M
 DB0176'(182 FT) NORTH OF THE CENTERLINE OF THE WEST-BOUND ENTRANCE RAMP,
 DB0176'6.4 KM (21.0 FT) NORTH OF POWER POLE NUMBER 307, 6.4 M (21.0 FT)
 DB0176'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRE, 3.0 M
 DB0176'(9.7 FT) SOUTHEAST OF THE ANCHOR FOR A GUY WIRE, 2.3 M (7.4 FT) SOUTH
 DB0176'OF A BARBED-WIRE RIGHT-OF-WAY FENCE.
 DB0176'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 DB0176'THE MARK IS 1.8 M BELOW THE ENTRANCE RAMP.
 DB0176
 DB0176                          STATION RECOVERY (1981)
 DB0176
 DB0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0176'15.2 KM (9.45 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0176'WELLTON, THENCE 0.1 KM (0.05 MI) WEST ALONG THE WEST-BOUND ENTRANCE
 DB0176'RAMP FOR INTERSTATE HIHGWAY 8, 0.55 KM (0.35 MI) WEST OF THE LIGURTA
 DB0176'BAR AND CAFE, 1.6 KM (1.0 MI) NORTHEAST OF BENCH MARK D 470, 55.5 M
 DB0176'(182 FT) NORTH OF THE CENTERLINE OF THE WEST-BOUND ENTRANCE RAMP,
 DB0176'6.4 KM (21.0 FT) NORTH OF POWER POLE NUMBER 307, 6.4 M (21.0 FT)
 DB0176'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRE, 3.0 M
 DB0176'(9.7 FT) SOUTHEAST OF THE ANCHOR FOR A GUY WIRE, 2.3 M (7.4 FT) SOUTH
 DB0176'OF A BARBED-WIRE RIGHT-OF-WAY FENCE.
 DB0176'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 DB0176'THE MARK IS 1.8 M BELOW THE ENTRANCE RAMP.
 DB0176
 DB0176                          STATION RECOVERY (2009)
 DB0176
 DB0176'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0799 ***********************************************************************
 DA0799  DESIGNATION -  L 353
 DA0799  PID         -  DA0799
 DA0799  STATE/COUNTY-  AZ/YUMA
 DA0799  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0799
 DA0799                         *CURRENT SURVEY CONTROL
 DA0799  ___________________________________________________________________
 DA0799* NAD 83(1986)-  32 31 22.     (N)    113 19 10.     (W)     SCALED    
 DA0799* NAVD 88     -       192.20   (+/-2cm)     630.6    (feet)  VERTCON   
 DA0799  ___________________________________________________________________
 DA0799  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DA0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0799
 DA0799.The horizontal coordinates were scaled from a topographic map and have
 DA0799.an estimated accuracy of +/- 6 seconds.
 DA0799
 DA0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0799.The vertical order pertains to the NGVD 29 superseded value.
 DA0799
 DA0799.The geoid height was determined by GEOID03.
 DA0799
 DA0799;                    North         East    Units  Estimated Accuracy
 DA0799;SPC AZ W     -   168,920.      253,810.      MT  (+/- 180 meters Scaled)
 DA0799
 DA0799                          SUPERSEDED SURVEY CONTROL
 DA0799
 DA0799  NGVD 29 (??/??/92)  191.574  (m)          628.52   (f) ADJ UNCH    2 0
 DA0799
 DA0799.Superseded values are not recommended for survey control.
 DA0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0799.See file dsdata.txt to determine how the superseded data were derived.
 DA0799
 DA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB821007(NAD 83)
 DA0799_MARKER: DB = BENCH MARK DISK
 DA0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0799_STAMPING: L 353 1961
 DA0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0799+STABILITY: SURFACE MOTION
 DA0799
 DA0799  HISTORY     - Date     Condition        Report By
 DA0799  HISTORY     - 1961     MONUMENTED       CGS
 DA0799  HISTORY     - 1962     GOOD             NGS
 DA0799
 DA0799                          STATION DESCRIPTION
 DA0799
 DA0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0799'4.6 MI NW FROM TONY TANK.
 DA0799'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0799'TONY TANK.  THENCE 2.9 MILES WEST ALONG A TRAIL ROAD, 3.1 MILES EAST
 DA0799'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0799'IS NUMBERED 37, 2.9 MILES GENERALLY WESTERLY DIRECTION OF A 4X4-INCH
 DA0799'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 36,
 DA0799'0.35 MILE WEST OF A METAL TANK AND CORRAL, 17 FEET SOUTH OF THE CENTER
 DA0799'LINE OF THE TRAIL ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 DA0799'LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0799'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0675 ***********************************************************************
 DA0675  DESIGNATION -  L 354
 DA0675  PID         -  DA0675
 DA0675  STATE/COUNTY-  AZ/MARICOPA
 DA0675  USGS QUAD   -  GILA BEND (1973)
 DA0675
 DA0675                         *CURRENT SURVEY CONTROL
 DA0675  ___________________________________________________________________
 DA0675* NAD 83(1986)-  32 55 56.     (N)    112 42 27.     (W)     SCALED    
 DA0675* NAVD 88     -       234.05   (+/-2cm)     767.9    (feet)  VERTCON   
 DA0675  ___________________________________________________________________
 DA0675  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0675
 DA0675.The horizontal coordinates were scaled from a topographic map and have
 DA0675.an estimated accuracy of +/- 6 seconds.
 DA0675
 DA0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0675.The vertical order pertains to the NGVD 29 superseded value.
 DA0675
 DA0675.The geoid height was determined by GEOID03.
 DA0675
 DA0675;                    North         East    Units  Estimated Accuracy
 DA0675;SPC AZ C     -   214,510.      139,400.      MT  (+/- 180 meters Scaled)
 DA0675
 DA0675                          SUPERSEDED SURVEY CONTROL
 DA0675
 DA0675  NGVD 29 (??/??/92)  233.460  (m)          765.94   (f) ADJ UNCH    2 0
 DA0675
 DA0675.Superseded values are not recommended for survey control.
 DA0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0675.See file dsdata.txt to determine how the superseded data were derived.
 DA0675
 DA0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB403450(NAD 83)
 DA0675_MARKER: DB = BENCH MARK DISK
 DA0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0675_STAMPING: L 354 1960
 DA0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0675+STABILITY: SURFACE MOTION
 DA0675
 DA0675  HISTORY     - Date     Condition        Report By
 DA0675  HISTORY     - 1960     MONUMENTED       CGS
 DA0675
 DA0675                          STATION DESCRIPTION
 DA0675
 DA0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0675'1.25 MI SE FROM GILA BEND.
 DA0675'0.15 MILE SOUTH ON STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC RAILROAD
 DA0675'DEPOT AT GILA BEND, THENCE 0.2 MILE EAST ON LOCKE STREET, THENCE 0.2
 DA0675'MILE SOUTH OF ST. LOUIS STREET, THENCE 0.6 MILE SOUTH ON DIM TRACK
 DA0675'ROAD, THENCE 0.1 MILE EAST CROSS COUNTRY, 240 FEET SOUTH OF THE
 DA0675'PROPOSED INTER STATE HIGHWAY, 6.9 FEET SOUTH OF A METAL WITNESS POST
 DA0675'WITH SIGN, 1.5 FEET WEST OF A FENCE, SET IN A CYLINDRICAL CONCRETE
 DA0675'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0761 ***********************************************************************
 DA0761  DESIGNATION -  L 355
 DA0761  PID         -  DA0761
 DA0761  STATE/COUNTY-  AZ/MARICOPA
 DA0761  USGS QUAD   -  SENTINEL (1986)
 DA0761
 DA0761                         *CURRENT SURVEY CONTROL
 DA0761  ___________________________________________________________________
 DA0761* NAD 83(1986)-  32 49 19.     (N)    113 13 58.     (W)     SCALED    
 DA0761* NAVD 88     -       220.235  (meters)     722.55   (feet)  ADJUSTED  
 DA0761  ___________________________________________________________________
 DA0761  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DA0761  DYNAMIC HT  -         219.979 (meters)     721.71  (feet)  COMP
 DA0761  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DA0761
 DA0761  VERT ORDER  -  FIRST     CLASS II
 DA0761
 DA0761.The horizontal coordinates were scaled from a topographic map and have
 DA0761.an estimated accuracy of +/- 6 seconds.
 DA0761
 DA0761.The orthometric height was determined by differential leveling
 DA0761.and adjusted in June 1991.
 DA0761
 DA0761.The geoid height was determined by GEOID03.
 DA0761
 DA0761.The dynamic height is computed by dividing the NAVD 88
 DA0761.geopotential number by the normal gravity value computed on the
 DA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0761.degrees latitude (g = 980.6199 gals.).
 DA0761
 DA0761.The modeled gravity was interpolated from observed gravity values.
 DA0761
 DA0761;                    North         East    Units  Estimated Accuracy
 DA0761;SPC AZ C     -   202,770.       90,130.      MT  (+/- 180 meters Scaled)
 DA0761
 DA0761                          SUPERSEDED SURVEY CONTROL
 DA0761
 DA0761  NGVD 29 (??/??/92)  219.628  (m)          720.56   (f) ADJ UNCH    1 2
 DA0761
 DA0761.Superseded values are not recommended for survey control.
 DA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0761.See file dsdata.txt to determine how the superseded data were derived.
 DA0761
 DA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB909337(NAD 83)
 DA0761_MARKER: DB = BENCH MARK DISK
 DA0761_SETTING: 80 = SET IN A BOULDER
 DA0761_SP_SET: BOULDER
 DA0761_STAMPING: L 355 1962
 DA0761_MARK LOGO: CGS   
 DA0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0761+STABILITY: SURFACE MOTION
 DA0761
 DA0761  HISTORY     - Date     Condition        Report By
 DA0761  HISTORY     - 1962     MONUMENTED       CGS
 DA0761  HISTORY     - 1980     GOOD             NGS
 DA0761  HISTORY     - 1980     GOOD             NGS
 DA0761
 DA0761                          STATION DESCRIPTION
 DA0761
 DA0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0761'2.8 MI SSE FROM SENTINEL.
 DA0761'ABOUT 2.8 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0761'HIGHWAY 80 OVERPASS AT SENTINEL, 1.4 MILES SOUTH-SOUTHEAST OF A
 DA0761'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0761'NUMBERED 22, 95 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 DA0761'SOUTHEAST OF A SMALL ROCK CAIRN, 40.2 FEET WEST OF A METAL WITNESS
 DA0761'POST, ABOUT LEVEL WITH THE ROAD, AND SET FLUSH IN THE TOP OF A FLAT
 DA0761'LAVA BOULDER.
 DA0761
 DA0761                          STATION RECOVERY (1980)
 DA0761
 DA0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0761'RECOVERED IN GOOD CONDITION.
 DA0761
 DA0761                          STATION RECOVERY (1980)
 DA0761
 DA0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0336 ***********************************************************************
 CG0336  DESIGNATION -  L 355
 CG0336  PID         -  CG0336
 CG0336  STATE/COUNTY-  AZ/PIMA
 CG0336  USGS QUAD   -  THE NARROWS (1981)
 CG0336
 CG0336                         *CURRENT SURVEY CONTROL
 CG0336  ___________________________________________________________________
 CG0336* NAD 83(1986)-  31 59 07.     (N)    110 34 23.     (W)     SCALED    
 CG0336* NAVD 88     -      1096.551  (meters)    3597.60   (feet)  ADJUSTED  
 CG0336  ___________________________________________________________________
 CG0336  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CG0336  DYNAMIC HT  -        1094.937 (meters)    3592.31  (feet)  COMP
 CG0336  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 CG0336  OBS GRAVITY -     979,136.3   (mgal)                       GRAV_OBS
 CG0336
 CG0336  VERT ORDER  -  FIRST     CLASS II
 CG0336
 CG0336.The horizontal coordinates were scaled from a topographic map and have
 CG0336.an estimated accuracy of +/- 6 seconds.
 CG0336
 CG0336.The orthometric height was determined by differential leveling
 CG0336.and adjusted in June 1991.
 CG0336
 CG0336.The geoid height was determined by GEOID03.
 CG0336
 CG0336.The dynamic height is computed by dividing the NAVD 88
 CG0336.geopotential number by the normal gravity value computed on the
 CG0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0336.degrees latitude (g = 980.6199 gals.).
 CG0336
 CG0336.The modeled gravity was interpolated from observed gravity values.
 CG0336.The observed gravity was obtained from relative gravimeter ties
 CG0336.to the IGSN71 gravity network.
 CG0336
 CG0336;                    North         East    Units  Estimated Accuracy
 CG0336;SPC AZ C     -   110,020.      340,340.      MT  (+/- 180 meters Scaled)
 CG0336
 CG0336                          SUPERSEDED SURVEY CONTROL
 CG0336
 CG0336  NGVD 29 (??/??/92) 1095.787  (m)         3595.09   (f) ADJ UNCH    1 2
 CG0336
 CG0336.Superseded values are not recommended for survey control.
 CG0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0336.See file dsdata.txt to determine how the superseded data were derived.
 CG0336
 CG0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA403388(NAD 83)
 CG0336_MARKER: DB = BENCH MARK DISK
 CG0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0336_STAMPING: L 355 1960
 CG0336_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0336+STABILITY: SURFACE MOTION
 CG0336
 CG0336  HISTORY     - Date     Condition        Report By
 CG0336  HISTORY     - 1960     MONUMENTED       CGS
 CG0336  HISTORY     - 1979     GOOD             NGS
 CG0336
 CG0336                          STATION DESCRIPTION
 CG0336
 CG0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0336'16.8 MI NW FROM BENSON.
 CG0336'16.8 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CG0336'BENSON, 97 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 CG0336'LANE, 82 FEET SOUTHWEST OF A PIPE CULVERT, 2.7 FEET WEST OF A METAL
 CG0336'WITNESS POST, 2 FEET NORTH OF A FENCE LINE, SET IN A CYLINDRICAL
 CG0336'CONCRETE POST PROJECTING 8 INCHES.
 CG0336
 CG0336                          STATION RECOVERY (1979)
 CG0336
 CG0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0336'16.5 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0336'OVERPASS AT BENSON, 0.2 MILE WEST OF MILE POST 289, 0.1 MILE EAST
 CG0336'OF THE SIGN READING EXIT 289 1 MILE, 100 FEET SOUTH OF THE CENTERLINE
 CG0336'OF THE EASTBOUND LANES, 74 FEET SOUTHWEST OF THE SOUTH END OF A
 CG0336'30-INCH PIPE CULVERT, 30 FEET WEST OF THE CENTER OF A SMALL WASH AND
 CG0336'2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0336'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CG0336'THE MARK IS ABOVE LEVEL WITH FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0514 ***********************************************************************
 DV0514  DESIGNATION -  L 356
 DV0514  PID         -  DV0514
 DV0514  STATE/COUNTY-  AZ/MARICOPA
 DV0514  USGS QUAD   -  PERRYVILLE (1982)
 DV0514
 DV0514                         *CURRENT SURVEY CONTROL
 DV0514  ___________________________________________________________________
 DV0514* NAD 83(1986)-  33 24 54.     (N)    112 22 35.     (W)     SCALED    
 DV0514* NAVD 88     -       285.88   (+/-2cm)     937.9    (feet)  VERTCON   
 DV0514  ___________________________________________________________________
 DV0514  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0514
 DV0514.The horizontal coordinates were scaled from a topographic map and have
 DV0514.an estimated accuracy of +/- 6 seconds.
 DV0514
 DV0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0514.The vertical order pertains to the NGVD 29 superseded value.
 DV0514
 DV0514.The geoid height was determined by GEOID03.
 DV0514
 DV0514;                    North         East    Units  Estimated Accuracy
 DV0514;SPC AZ C     -   267,870.      170,600.      MT  (+/- 180 meters Scaled)
 DV0514
 DV0514                          SUPERSEDED SURVEY CONTROL
 DV0514
 DV0514  NGVD 29 (??/??/92)  285.242  (m)          935.83   (f) ADJ UNCH    2 0
 DV0514
 DV0514.Superseded values are not recommended for survey control.
 DV0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0514.See file dsdata.txt to determine how the superseded data were derived.
 DV0514
 DV0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB720981(NAD 83)
 DV0514_MARKER: DB = BENCH MARK DISK
 DV0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0514_SP_SET: TOWER BASE
 DV0514_STAMPING: L 356 1965
 DV0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0514
 DV0514  HISTORY     - Date     Condition        Report By
 DV0514  HISTORY     - 1965     MONUMENTED       CGS
 DV0514  HISTORY     - 1972     GOOD             NGS
 DV0514
 DV0514                          STATION DESCRIPTION
 DV0514
 DV0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DV0514'1.35 MI SW FROM LITCHFIELD PARK USNAF.
 DV0514'0.05 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE OF THE
 DV0514'LITCHFIELD PARK U.S. NAVAL AIR FACILITY, THENCE 0.05 MILE SOUTHWEST
 DV0514'ALONG E AVENUE, THENCE 1.25 MILES EAST, SOUTH AND SOUTHWEST ALONG
 DV0514'ASPHALT ROAD WHICH PARALLELS THE SECURITY FENCE, IN THE WEST CORNER OF
 DV0514'THE CONCRETE BASE OF GUARD TOWER NO. 3, 37.3 FEET NORTHWEST OF THE
 DV0514'SECURITY FENCE, 28 FEET SOUTHEAST OF THE CENTER OF THE ASPHALT ROAD
 DV0514'AND CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
 DV0514
 DV0514                          STATION RECOVERY (1972)
 DV0514
 DV0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DV0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0486 ***********************************************************************
 CY0486  DESIGNATION -  L 358
 CY0486  PID         -  CY0486
 CY0486  STATE/COUNTY-  AZ/COCHISE
 CY0486  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0486
 CY0486                         *CURRENT SURVEY CONTROL
 CY0486  ___________________________________________________________________
 CY0486* NAD 83(1986)-  32 17 04.     (N)    109 49 29.     (W)     SCALED    
 CY0486* NAVD 88     -      1274.39   (+/-2cm)    4181.1    (feet)  VERTCON   
 CY0486  ___________________________________________________________________
 CY0486  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CY0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0486
 CY0486.The horizontal coordinates were scaled from a topographic map and have
 CY0486.an estimated accuracy of +/- 6 seconds.
 CY0486
 CY0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0486.The vertical order pertains to the NGVD 29 superseded value.
 CY0486
 CY0486.The geoid height was determined by GEOID03.
 CY0486
 CY0486;                    North         East    Units  Estimated Accuracy
 CY0486;SPC AZ E     -   142,460.      245,570.      MT  (+/- 180 meters Scaled)
 CY0486
 CY0486                          SUPERSEDED SURVEY CONTROL
 CY0486
 CY0486  NGVD 29 (??/??/92) 1273.652  (m)         4178.64   (f) ADJ UNCH    2 0
 CY0486
 CY0486.Superseded values are not recommended for survey control.
 CY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0486.See file dsdata.txt to determine how the superseded data were derived.
 CY0486
 CY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA106725(NAD 83)
 CY0486_MARKER: DB = BENCH MARK DISK
 CY0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0486_STAMPING: L 358 1960
 CY0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0486+STABILITY: SURFACE MOTION
 CY0486
 CY0486  HISTORY     - Date     Condition        Report By
 CY0486  HISTORY     - 1960     MONUMENTED       CGS
 CY0486
 CY0486                          STATION DESCRIPTION
 CY0486
 CY0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0486'2.55 MI NE FROM WILLCOX.
 CY0486'1.25 MILES NORTHEAST OF THE POST OFFICE AT WILLCOX, ARIZONA, ON STATE
 CY0486'HIGHWAY 86 TO A DIRT ROAD LEADING WEST, THENCE 0.15 MILES WEST ON A
 CY0486'GRAVEL ROAD TO A WOODEN GATE AND TRACK ROAD LEADING NORTH, THENCE 1.15
 CY0486'MILES NORTH ON TRACK ROAD TO THE MARK ON LEFT, 4 FEET NORTH OF
 CY0486'TELEPHONE POLE, 2.5 FEET EAST OF A FENCE, 29 FEET WEST OF THE CENTER
 CY0486'OF TRAIL ROAD, 3 FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A
 CY0486'12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0552 ***********************************************************************
 DA0552  DESIGNATION -  L 36
 DA0552  PID         -  DA0552
 DA0552  STATE/COUNTY-  AZ/MARICOPA
 DA0552  USGS QUAD   -  DEADMAN GAP (1986)
 DA0552
 DA0552                         *CURRENT SURVEY CONTROL
 DA0552  ___________________________________________________________________
 DA0552* NAD 83(1986)-  32 31 18.     (N)    112 51 11.     (W)     SCALED    
 DA0552* NAVD 88     -       388.645  (meters)    1275.08   (feet)  ADJUSTED  
 DA0552  ___________________________________________________________________
 DA0552  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DA0552  DYNAMIC HT  -         388.164 (meters)    1273.50  (feet)  COMP
 DA0552  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 DA0552
 DA0552  VERT ORDER  -  FIRST     CLASS II
 DA0552
 DA0552.The horizontal coordinates were scaled from a topographic map and have
 DA0552.an estimated accuracy of +/- 6 seconds.
 DA0552
 DA0552.The orthometric height was determined by differential leveling
 DA0552.and adjusted in June 1991.
 DA0552
 DA0552.The geoid height was determined by GEOID03.
 DA0552
 DA0552.The dynamic height is computed by dividing the NAVD 88
 DA0552.geopotential number by the normal gravity value computed on the
 DA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0552.degrees latitude (g = 980.6199 gals.).
 DA0552
 DA0552.The modeled gravity was interpolated from observed gravity values.
 DA0552
 DA0552;                    North         East    Units  Estimated Accuracy
 DA0552;SPC AZ C     -   169,100.      125,390.      MT  (+/- 180 meters Scaled)
 DA0552
 DA0552                          SUPERSEDED SURVEY CONTROL
 DA0552
 DA0552  NGVD 29 (??/??/92)  387.988  (m)         1272.92   (f) ADJ UNCH    1 2
 DA0552
 DA0552.Superseded values are not recommended for survey control.
 DA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0552.See file dsdata.txt to determine how the superseded data were derived.
 DA0552
 DA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA259997(NAD 83)
 DA0552_MARKER: DB = BENCH MARK DISK
 DA0552_SETTING: 66 = SET IN ROCK OUTCROP
 DA0552_SP_SET: ROCK OUTCROP
 DA0552_STAMPING: L 36 1933 1273.085
 DA0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0552+STABILITY: POSITION/ELEVATION WELL
 DA0552
 DA0552  HISTORY     - Date     Condition        Report By
 DA0552  HISTORY     - 1933     MONUMENTED       CGS
 DA0552  HISTORY     - 1953     GOOD             NGS
 DA0552  HISTORY     - 1980     GOOD             NGS
 DA0552
 DA0552                          STATION DESCRIPTION
 DA0552
 DA0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0552'12.1 MI N FROM AJO.
 DA0552'12.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0552'FROM THE STATION AT AJO, 12 POLES SOUTHWEST OF MILEPOLE 31, IN THE TOP
 DA0552'OF A CONGLOMERATE OUTCROP IN THE BED OF A SMALL SHALLOW DRAIN, 218
 DA0552'FEET NORTHEAST OF THE NORTH CORNER OF WOODEN CULVERT 315, 109 1/2 FEET
 DA0552'SOUTHEAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 74 FEET
 DA0552'SOUTHWEST OF A TELEPHONE POLE, 69.0 FEET NORTHWEST OF THE NORTHWEST
 DA0552'RAIL, 4.8 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
 DA0552
 DA0552                          STATION RECOVERY (1980)
 DA0552
 DA0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0552'19.6 KM (12.15 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0552'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.2 KM (0.1 MI)
 DA0552'SOUTH OF A SIGN READING -STATION ONE MILE-, 12 POLES SOUTHWEST OF
 DA0552'RAILWAY MILEPOLE 31, SET IN TOP OF A CONGLOMERATE OUTCROP, 21.0 METERS
 DA0552'(69.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 66.4 METERS (218 FT) NORTH
 DA0552'OF THE NORTHWEST CORNER OF RAILWAY CULVERT NUMBER 31.5, 33.8 METERS
 DA0552'(111 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD PARALLELING THE
 DA0552'TRACKS, 22.6 METERS (74.0 FT) SOUTHWEST OF A TELEGRAPH POLE.
 DA0552'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0552'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0311 ***********************************************************************
 DV0311  DESIGNATION -  L 360
 DV0311  PID         -  DV0311
 DV0311  STATE/COUNTY-  AZ/MARICOPA
 DV0311  USGS QUAD   -  ENID (1978)
 DV0311
 DV0311                         *CURRENT SURVEY CONTROL
 DV0311  ___________________________________________________________________
 DV0311* NAD 83(1986)-  33 03 53.     (N)    112 14 08.     (W)     SCALED    
 DV0311* NAVD 88     -       395.507  (meters)    1297.59   (feet)  ADJUSTED  
 DV0311  ___________________________________________________________________
 DV0311  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DV0311  DYNAMIC HT  -         395.032 (meters)    1296.03  (feet)  COMP
 DV0311  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 DV0311
 DV0311  VERT ORDER  -  FIRST     CLASS II
 DV0311
 DV0311.The horizontal coordinates were scaled from a topographic map and have
 DV0311.an estimated accuracy of +/- 6 seconds.
 DV0311
 DV0311.The orthometric height was determined by differential leveling
 DV0311.and adjusted in June 1991.
 DV0311
 DV0311.The geoid height was determined by GEOID03.
 DV0311
 DV0311.The dynamic height is computed by dividing the NAVD 88
 DV0311.geopotential number by the normal gravity value computed on the
 DV0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0311.degrees latitude (g = 980.6199 gals.).
 DV0311
 DV0311.The modeled gravity was interpolated from observed gravity values.
 DV0311
 DV0311;                    North         East    Units  Estimated Accuracy
 DV0311;SPC AZ C     -   228,970.      183,580.      MT  (+/- 180 meters Scaled)
 DV0311
 DV0311                          SUPERSEDED SURVEY CONTROL
 DV0311
 DV0311  NGVD 29 (??/??/92)  394.893  (m)         1295.58   (f) ADJ UNCH    1 2
 DV0311
 DV0311.Superseded values are not recommended for survey control.
 DV0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0311.See file dsdata.txt to determine how the superseded data were derived.
 DV0311
 DV0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB846591(NAD 83)
 DV0311_MARKER: DB = BENCH MARK DISK
 DV0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0311_SP_SET: 12 FEET
 DV0311_STAMPING: L 360 1967
 DV0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0311
 DV0311  HISTORY     - Date     Condition        Report By
 DV0311  HISTORY     - 1967     MONUMENTED       CGS
 DV0311  HISTORY     - 1980     GOOD             NGS
 DV0311  HISTORY     - 1980     GOOD             NGS
 DV0311  HISTORY     - 20070321 MARK NOT FOUND   GEOCAC
 DV0311
 DV0311                          STATION DESCRIPTION
 DV0311
 DV0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0311'2.2 MI E FROM MOBILE.
 DV0311'ABOUT 2.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0311'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 23, T 4 S, R 1 E, 0.25 MILE
 DV0311'EAST OF THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 100 YARDS
 DV0311'NORTHEAST AND ACROSS THE TRACKS FROM A SEMAPHORE AND BATTERY BOX, 160
 DV0311'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 35 FEET NORTH OF THE
 DV0311'CENTER LINE OF THE GRAVELED ROAD, 7 FEET EAST OF TELEPHONE POLE NUMBER
 DV0311'PS 92210, 1.7 FEET WEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DV0311'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 DV0311'A DEPTH OF 12 FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 6
 DV0311'INCHES.
 DV0311
 DV0311                          STATION RECOVERY (1980)
 DV0311
 DV0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0311'RECOVERED IN GOOD CONDITION.
 DV0311
 DV0311                          STATION RECOVERY (1980)
 DV0311
 DV0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0311'RECOVERED IN GOOD CONDITION.
 DV0311
 DV0311                          STATION RECOVERY (2007)
 DV0311
 DV0311'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0311'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0811 ***********************************************************************
 DV0811  DESIGNATION -  L 361
 DV0811  PID         -  DV0811
 DV0811  STATE/COUNTY-  AZ/MARICOPA
 DV0811  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0811
 DV0811                         *CURRENT SURVEY CONTROL
 DV0811  ___________________________________________________________________
 DV0811* NAD 83(1986)-  33 08 44.     (N)    112 40 37.     (W)     SCALED    
 DV0811* NAVD 88     -       226.756  (meters)     743.95   (feet)  ADJUSTED  
 DV0811  ___________________________________________________________________
 DV0811  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DV0811  DYNAMIC HT  -         226.491 (meters)     743.08  (feet)  COMP
 DV0811  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 DV0811
 DV0811  VERT ORDER  -  FIRST     CLASS II
 DV0811
 DV0811.The horizontal coordinates were scaled from a topographic map and have
 DV0811.an estimated accuracy of +/- 6 seconds.
 DV0811
 DV0811.The orthometric height was determined by differential leveling
 DV0811.and adjusted in June 1991.
 DV0811
 DV0811.The geoid height was determined by GEOID03.
 DV0811
 DV0811.The dynamic height is computed by dividing the NAVD 88
 DV0811.geopotential number by the normal gravity value computed on the
 DV0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0811.degrees latitude (g = 980.6199 gals.).
 DV0811
 DV0811.The modeled gravity was interpolated from observed gravity values.
 DV0811
 DV0811;                    North         East    Units  Estimated Accuracy
 DV0811;SPC AZ C     -   238,150.      142,430.      MT  (+/- 180 meters Scaled)
 DV0811
 DV0811                          SUPERSEDED SURVEY CONTROL
 DV0811
 DV0811  NGVD 29 (??/??/92)  226.127  (m)          741.88   (f) ADJ UNCH    1 2
 DV0811
 DV0811.Superseded values are not recommended for survey control.
 DV0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0811.See file dsdata.txt to determine how the superseded data were derived.
 DV0811
 DV0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB435686(NAD 83)
 DV0811_MARKER: DB = BENCH MARK DISK
 DV0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0811_STAMPING: L 361 1967
 DV0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0811+STABILITY: SURFACE MOTION
 DV0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0811+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV0811
 DV0811  HISTORY     - Date     Condition        Report By
 DV0811  HISTORY     - 1967     MONUMENTED       CGS
 DV0811  HISTORY     - 1981     GOOD             NGS
 DV0811  HISTORY     - 20060128 POOR             USPSQD
 DV0811  HISTORY     - 20060129 GOOD             USPSQD
 DV0811  HISTORY     - 20070417 GOOD             GEOCAC
 DV0811
 DV0811                          STATION DESCRIPTION
 DV0811
 DV0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0811'14.95 MI N FROM GILA BEND.
 DV0811'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0811'GILA BEND, THENCE 14.1 MILES NORTH ALONG THE ARLINGTON HASSAYAMPA
 DV0811'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 21, T 3 S, R 4 W, AT GILLESPIE
 DV0811'NO. 1 SUBSTATION, 46 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DV0811'5 1/2 FEET SOUTHWEST OF A CHAIN-LINK FENCE, 17 FEET SOUTHEAST OF POWER
 DV0811'POLE NUMBER 11 WHICH IS BRACED WITH A GUY WIRE, 2.0 FEET NORTH OF A
 DV0811'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 DV0811'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0811
 DV0811                          STATION RECOVERY (1981)
 DV0811
 DV0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0811'RECOVERED IN GOOD CONDITION.
 DV0811
 DV0811                          STATION RECOVERY (2006)
 DV0811
 DV0811'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0811'FOUND WITNESS POST.  NO MONUMENT.
 DV0811
 DV0811                          STATION RECOVERY (2006)
 DV0811
 DV0811'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0811'RECOVERED AS DESCRIBED.
 DV0811
 DV0811                          STATION RECOVERY (2007)
 DV0811
 DV0811'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0763 ***********************************************************************
 DV0763  DESIGNATION -  L 362
 DV0763  PID         -  DV0763
 DV0763  STATE/COUNTY-  AZ/MARICOPA
 DV0763  USGS QUAD   -  TONOPAH (1984)
 DV0763
 DV0763                         *CURRENT SURVEY CONTROL
 DV0763  ___________________________________________________________________
 DV0763* NAD 83(1986)-  33 27 37.     (N)    112 56 41.     (W)     SCALED    
 DV0763* NAVD 88     -       330.257  (meters)    1083.52   (feet)  ADJUSTED  
 DV0763  ___________________________________________________________________
 DV0763  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV0763  DYNAMIC HT  -         329.872 (meters)    1082.26  (feet)  COMP
 DV0763  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 DV0763
 DV0763  VERT ORDER  -  FIRST     CLASS II
 DV0763
 DV0763.The horizontal coordinates were scaled from a topographic map and have
 DV0763.an estimated accuracy of +/- 6 seconds.
 DV0763
 DV0763.The orthometric height was determined by differential leveling
 DV0763.and adjusted in June 1991.
 DV0763
 DV0763.The geoid height was determined by GEOID03.
 DV0763
 DV0763.The dynamic height is computed by dividing the NAVD 88
 DV0763.geopotential number by the normal gravity value computed on the
 DV0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0763.degrees latitude (g = 980.6199 gals.).
 DV0763
 DV0763.The modeled gravity was interpolated from observed gravity values.
 DV0763
 DV0763;                    North         East    Units  Estimated Accuracy
 DV0763;SPC AZ C     -   273,270.      117,790.      MT  (+/- 180 meters Scaled)
 DV0763
 DV0763                          SUPERSEDED SURVEY CONTROL
 DV0763
 DV0763  NGVD 29 (??/??/92)  329.637  (m)         1081.48   (f) ADJ UNCH    1 2
 DV0763
 DV0763.Superseded values are not recommended for survey control.
 DV0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0763.See file dsdata.txt to determine how the superseded data were derived.
 DV0763
 DV0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC192040(NAD 83)
 DV0763_MARKER: DB = BENCH MARK DISK
 DV0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0763_STAMPING: L 362 1967
 DV0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0763+STABILITY: SURFACE MOTION
 DV0763
 DV0763  HISTORY     - Date     Condition        Report By
 DV0763  HISTORY     - 1967     MONUMENTED       CGS
 DV0763  HISTORY     - 1981     GOOD             NGS
 DV0763
 DV0763                          STATION DESCRIPTION
 DV0763
 DV0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0763'14.35 MI SW FROM TONOPAH.
 DV0763'6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0763'TONOPAH, THENCE 7.4 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD OR
 DV0763'ABOUT 15.3 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE
 DV0763'CHEVRO SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 2, T 1 N, R
 DV0763'7 W, 101 FEET NORTH OF THE CENTER LINE OF THE ROAD, 37 FEET NORTH OF
 DV0763'THE CENTER LINE OF A GRAVELED ROAD, 179 FEET NORTHEAST AND ACROSS THE
 DV0763'ROAD FROM TELEPHONE POLE NUMBER 9 WHICH IS BRACED BY A GUY WIRE, 4.8
 DV0763'FEET WEST OF A METAL HIGHWAY RIGHT-OF-WAY MARKER WHICH IS NUMBERED STA
 DV0763'783+95.08 PC, 2.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DV0763'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV0763'WHICH PROJECTS 8 INCHES.
 DV0763
 DV0763                          STATION RECOVERY (1981)
 DV0763
 DV0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1015 ***********************************************************************
 CZ1015  DESIGNATION -  L 363
 CZ1015  PID         -  CZ1015
 CZ1015  STATE/COUNTY-  AZ/PINAL
 CZ1015  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1015
 CZ1015                         *CURRENT SURVEY CONTROL
 CZ1015  ___________________________________________________________________
 CZ1015* NAD 83(1986)-  32 50 54.     (N)    111 42 39.     (W)     SCALED    
 CZ1015* NAVD 88     -       438.475  (meters)    1438.56   (feet)  ADJUSTED  
 CZ1015  ___________________________________________________________________
 CZ1015  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1015  DYNAMIC HT  -         437.937 (meters)    1436.80  (feet)  COMP
 CZ1015  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 CZ1015  OBS GRAVITY -     979,396.9   (mgal)                       GRAV_OBS
 CZ1015
 CZ1015  VERT ORDER  -  FIRST     CLASS II
 CZ1015
 CZ1015.The horizontal coordinates were scaled from a topographic map and have
 CZ1015.an estimated accuracy of +/- 6 seconds.
 CZ1015
 CZ1015.The orthometric height was determined by differential leveling
 CZ1015.and adjusted in November 1993.
 CZ1015
 CZ1015.The geoid height was determined by GEOID03.
 CZ1015
 CZ1015.The dynamic height is computed by dividing the NAVD 88
 CZ1015.geopotential number by the normal gravity value computed on the
 CZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1015.degrees latitude (g = 980.6199 gals.).
 CZ1015
 CZ1015.The modeled gravity was interpolated from observed gravity values.
 CZ1015.The observed gravity was obtained from relative gravimeter ties
 CZ1015.to the IGSN71 gravity network.
 CZ1015
 CZ1015;                    North         East    Units  Estimated Accuracy
 CZ1015;SPC AZ C     -   204,950.      232,630.      MT  (+/- 180 meters Scaled)
 CZ1015
 CZ1015                          SUPERSEDED SURVEY CONTROL
 CZ1015
 CZ1015  NAVD 88 (06/15/91)  438.471  (m)         1438.55   (f) UNKNOWN     1 2
 CZ1015  NGVD 29 (??/??/92)  437.969  (m)         1436.90   (f) ADJ UNCH    1 2
 CZ1015
 CZ1015.Superseded values are not recommended for survey control.
 CZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1015.See file dsdata.txt to determine how the superseded data were derived.
 CZ1015
 CZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB334346(NAD 83)
 CZ1015_MARKER: DB = BENCH MARK DISK
 CZ1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1015_SP_SET: CONCRETE POST
 CZ1015_STAMPING: L 363 1967
 CZ1015_MARK LOGO: CGS   
 CZ1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1015+STABILITY: SURFACE MOTION
 CZ1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1015+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1015
 CZ1015  HISTORY     - Date     Condition        Report By
 CZ1015  HISTORY     - 1967     MONUMENTED       CGS
 CZ1015  HISTORY     - 1980     GOOD             NGS
 CZ1015  HISTORY     - 1980     GOOD             NGS
 CZ1015  HISTORY     - 1984     GOOD             NGS
 CZ1015  HISTORY     - 19911205 GOOD             NGS
 CZ1015  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1015
 CZ1015                          STATION DESCRIPTION
 CZ1015
 CZ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1015'3.2 MI SE FROM CASA GRANDE.
 CZ1015'ABOUT 3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1015'STATION AT CASA GRANDE, IN S 3, T 7 S, R 6 E, 47 FEET NORTHEAST OF THE
 CZ1015'NORTHEAST RAIL OF THE TRACK, 59 FEET SOUTHWEST OF THE SOUTHWEST BANK
 CZ1015'OF AN IRRIGATION CANAL, 19 FEET SOUTHEAST OF THE SOUTHWEST END OF A
 CZ1015'LARGE SIGNBOARD, 4 FEET NORTHWEST OF THE FIRST POLE SOUTHEAST OF
 CZ1015'MILEPOST NUMBER 922, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 CZ1015'4 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 CZ1015'POST ABOUT LEVEL WITH THE GROUND.
 CZ1015
 CZ1015                          STATION RECOVERY (1980)
 CZ1015
 CZ1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1015'RECOVERED IN GOOD CONDITION.
 CZ1015
 CZ1015                          STATION RECOVERY (1980)
 CZ1015
 CZ1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1015'RECOVERED IN GOOD CONDITION.
 CZ1015
 CZ1015                          STATION RECOVERY (1984)
 CZ1015
 CZ1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1015'RECOVERED IN GOOD CONDITION.
 CZ1015
 CZ1015                          STATION RECOVERY (1991)
 CZ1015
 CZ1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1015'5.7 KM (3.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1015'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1015'BOULEVARD) IN CASA GRANDE, 51.0 M (167.3 FT) NORTHWEST OF AN
 CZ1015'UNDERGROUND PIPELINE WARNING SIGN, 39.5 M (129.6 FT) SOUTHWEST OF THE
 CZ1015'HIGHWAY CENTERLINE, 14.3 M (46.9 FT) NORTHEAST OF THE NEAR RAIL OF
 CZ1015'THE SOUTHERN PACIFIC RAILROAD, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 CZ1015'TRACK, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 CZ1015'IS FLUSH WITH THE GROUND SURFACE.
 CZ1015
 CZ1015                          STATION RECOVERY (2007)
 CZ1015
 CZ1015'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0670 ***********************************************************************
 DU0670  DESIGNATION -  L 364
 DU0670  PID         -  DU0670
 DU0670  STATE/COUNTY-  AZ/PINAL
 DU0670  USGS QUAD   -  SACATON NE (1978)
 DU0670
 DU0670                         *CURRENT SURVEY CONTROL
 DU0670  ___________________________________________________________________
 DU0670* NAD 83(1986)-  33 09 50.     (N)    111 31 47.     (W)     SCALED    
 DU0670* NAVD 88     -       458.482  (meters)    1504.20   (feet)  ADJUSTED  
 DU0670  ___________________________________________________________________
 DU0670  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0670  DYNAMIC HT  -         457.930 (meters)    1502.39  (feet)  COMP
 DU0670  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 DU0670  OBS GRAVITY -     979,423.9   (mgal)                       GRAV_OBS
 DU0670
 DU0670  VERT ORDER  -  FIRST     CLASS II
 DU0670
 DU0670.The horizontal coordinates were scaled from a topographic map and have
 DU0670.an estimated accuracy of +/- 6 seconds.
 DU0670
 DU0670.The orthometric height was determined by differential leveling
 DU0670.and adjusted in November 1993.
 DU0670
 DU0670.The geoid height was determined by GEOID03.
 DU0670
 DU0670.The dynamic height is computed by dividing the NAVD 88
 DU0670.geopotential number by the normal gravity value computed on the
 DU0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0670.degrees latitude (g = 980.6199 gals.).
 DU0670
 DU0670.The modeled gravity was interpolated from observed gravity values.
 DU0670.The observed gravity was obtained from relative gravimeter ties
 DU0670.to the IGSN71 gravity network.
 DU0670
 DU0670;                    North         East    Units  Estimated Accuracy
 DU0670;SPC AZ C     -   239,990.      249,450.      MT  (+/- 180 meters Scaled)
 DU0670
 DU0670                          SUPERSEDED SURVEY CONTROL
 DU0670
 DU0670  NGVD 29 (??/??/92)  458.923  (m)         1505.65   (f) ADJ UNCH    1 2
 DU0670
 DU0670.Superseded values are not recommended for survey control.
 DU0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0670.See file dsdata.txt to determine how the superseded data were derived.
 DU0670
 DU0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB506695(NAD 83)
 DU0670_MARKER: DB = BENCH MARK DISK
 DU0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU0670_SP_SET: COPPER-CLAD STEEL ROD
 DU0670_STAMPING: L 364 1967
 DU0670_MARK LOGO: CGS   
 DU0670_MAGNETIC: I = MARKER IS A STEEL ROD
 DU0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0670+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DU0670
 DU0670  HISTORY     - Date     Condition        Report By
 DU0670  HISTORY     - 1967     MONUMENTED       CGS
 DU0670  HISTORY     - 19920111 GOOD             NGS
 DU0670  HISTORY     - 20060907 GOOD             GEOCAC
 DU0670
 DU0670                          STATION DESCRIPTION
 DU0670
 DU0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0670'2.8 MI NW FROM MAGMA.
 DU0670'ABOUT 2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0670'STATION SIGN AT MAGMA, IN S 16, T 3 S, R 8 E, 29 FEET SOUTHWEST OF THE
 DU0670'SOUTHWEST RAIL OF THE TRACKS, 36 FEET NORTHEAST OF THE CENTER LINE OF
 DU0670'A GRAVELED ROAD WHICH PARALLELS THE TRACKS, 3 1/2 FEET NORTHWEST OF
 DU0670'MILEPOST 947, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 DU0670'BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER
 DU0670'COATED ROD THAT IS DRIVEN TO THE DEPTH OF 9 FEET AND IS ENCASED IN A
 DU0670'5-INCH IRON PIPE PROJECTING 2 INCHES.
 DU0670
 DU0670                          STATION RECOVERY (1992)
 DU0670
 DU0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0670'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0670'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0670'THENCE 12.8 KM (7.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0670'RAILROAD, 17.3 M (56.8 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF
 DU0670'A GRAVELED ROAD, 9.0 M (29.5 FT) SOUTHWEST OF THE NEAR RAIL, 1.0 M
 DU0670'(3.3 FT) NORTHWEST OF MILEPOST 947, AND 0.4 M (1.3 FT) SOUTHEAST OF
 DU0670'THE NEAR RAIL.  NOTE--THE DISK IS ENCASED IN A 5-INCH METAL PIPE AND
 DU0670'IS FLUSH WITH THE GROUND SURFACE.
 DU0670
 DU0670                          STATION RECOVERY (2006)
 DU0670
 DU0670'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0069 ***********************************************************************
 DV0069  DESIGNATION -  L 365
 DV0069  PID         -  DV0069
 DV0069  STATE/COUNTY-  AZ/MARICOPA
 DV0069  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0069
 DV0069                         *CURRENT SURVEY CONTROL
 DV0069  ___________________________________________________________________
 DV0069* NAD 83(1986)-  33 40 55.     (N)    112 17 23.     (W)     SCALED    
 DV0069* NAVD 88     -       380.769  (meters)    1249.24   (feet)  ADJUSTED  
 DV0069  ___________________________________________________________________
 DV0069  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0069  DYNAMIC HT  -         380.328 (meters)    1247.79  (feet)  COMP
 DV0069  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 DV0069
 DV0069  VERT ORDER  -  FIRST     CLASS II
 DV0069
 DV0069.The horizontal coordinates were scaled from a topographic map and have
 DV0069.an estimated accuracy of +/- 6 seconds.
 DV0069
 DV0069.The orthometric height was determined by differential leveling
 DV0069.and adjusted in June 1991.
 DV0069
 DV0069.The geoid height was determined by GEOID03.
 DV0069
 DV0069.The dynamic height is computed by dividing the NAVD 88
 DV0069.geopotential number by the normal gravity value computed on the
 DV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0069.degrees latitude (g = 980.6199 gals.).
 DV0069
 DV0069.The modeled gravity was interpolated from observed gravity values.
 DV0069
 DV0069;                    North         East    Units  Estimated Accuracy
 DV0069;SPC AZ C     -   297,440.      178,770.      MT  (+/- 180 meters Scaled)
 DV0069
 DV0069                          SUPERSEDED SURVEY CONTROL
 DV0069
 DV0069  NGVD 29 (??/??/92)  380.162  (m)         1247.25   (f) ADJ UNCH    1 2
 DV0069
 DV0069.Superseded values are not recommended for survey control.
 DV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0069.See file dsdata.txt to determine how the superseded data were derived.
 DV0069
 DV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC804276(NAD 83)
 DV0069_MARKER: DB = BENCH MARK DISK
 DV0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0069_STAMPING: L 365 1967
 DV0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0069+STABILITY: SURFACE MOTION
 DV0069
 DV0069  HISTORY     - Date     Condition        Report By
 DV0069  HISTORY     - 1967     MONUMENTED       CGS
 DV0069  HISTORY     - 1981     GOOD             NGS
 DV0069  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0069  HISTORY     - 20050118 MARK NOT FOUND   MCDOT
 DV0069
 DV0069                          STATION DESCRIPTION
 DV0069
 DV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0069'5.5 MI N FROM SUN CITY.
 DV0069'ABOUT 5.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0069'CITY, IN SECTION 17, T 4 N, R 1 E, 0.5 MILE SOUTH OF AN IRRIGATION
 DV0069'WELL ON THE WEST SIDE OF THE AVENUE, 35 FEET EAST OF THE CENTER LINE
 DV0069'OF THE AVENUE, 41 FEET NORTH OF THE EXTENDED CENTER LINE OF A TRAIL
 DV0069'ROAD, 7 FEET EAST OF A POWER POLE, 2.2 FEET WEST OF A METAL WITNESS
 DV0069'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DV0069'A CONCRETE POST WHICH PROJECTS 6 INCHES.
 DV0069
 DV0069                          STATION RECOVERY (1981)
 DV0069
 DV0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0069'RECOVERED IN GOOD CONDITION.
 DV0069
 DV0069                          STATION RECOVERY (2002)
 DV0069
 DV0069'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0069'MARK NOT FOUND.
 DV0069
 DV0069                          STATION RECOVERY (2005)
 DV0069
 DV0069'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 DV0069'FIELD CREW SEARCHED AND DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0095 ***********************************************************************
 DV0095  DESIGNATION -  L 366
 DV0095  PID         -  DV0095
 DV0095  STATE/COUNTY-  AZ/MARICOPA
 DV0095  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0095
 DV0095                         *CURRENT SURVEY CONTROL
 DV0095  ___________________________________________________________________
 DV0095* NAD 83(1992)-  33 40 20.89661(N)    112 25 36.49396(W)     NO CHECK  
 DV0095* NAVD 88     -       407.359  (meters)    1336.48   (feet)  ADJUSTED  
 DV0095  ___________________________________________________________________
 DV0095  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DV0095  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0095  DYNAMIC HT  -         406.883 (meters)    1334.92  (feet)  COMP
 DV0095  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 DV0095
 DV0095  HORZ ORDER  -  SECOND
 DV0095  VERT ORDER  -  FIRST     CLASS II
 DV0095
 DV0095.The horizontal coordinates were established by classical geodetic methods
 DV0095.and adjusted by the National Geodetic Survey in August 1993.
 DV0095.No horizontal observational check was made to the station.
 DV0095
 DV0095.The orthometric height was determined by differential leveling
 DV0095.and adjusted in June 1991.
 DV0095
 DV0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0095
 DV0095.The geoid height was determined by GEOID03.
 DV0095
 DV0095.The dynamic height is computed by dividing the NAVD 88
 DV0095.geopotential number by the normal gravity value computed on the
 DV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0095.degrees latitude (g = 980.6199 gals.).
 DV0095
 DV0095.The modeled gravity was interpolated from observed gravity values.
 DV0095
 DV0095;                    North         East     Units Scale Factor Converg.
 DV0095;SPC AZ C     -   296,444.945   166,055.462   MT  0.99992758   -0 16 58.3
 DV0095;SPC AZ C     -   972,588.40    544,801.38   iFT  0.99992758   -0 16 58.3
 DV0095;UTM  12      - 3,726,754.458   367,728.899   MT  0.99981569   -0 47 28.3
 DV0095
 DV0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0095!SPC AZ C     -   0.99994076  x   0.99992758  =   0.99986835
 DV0095!UTM  12      -   0.99994076  x   0.99981569  =   0.99975646
 DV0095
 DV0095                          SUPERSEDED SURVEY CONTROL
 DV0095
 DV0095  NAD 83(1986)-  33 40 20.89080(N)    112 25 36.50107(W) AD(       ) 2
 DV0095  NGVD 29 (??/??/92)  406.789  (m)         1334.61   (f) ADJ UNCH    1 2
 DV0095
 DV0095.Superseded values are not recommended for survey control.
 DV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0095.See file dsdata.txt to determine how the superseded data were derived.
 DV0095
 DV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6772926754(NAD 83)
 DV0095_MARKER: DB = BENCH MARK DISK
 DV0095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0095_SP_SET: 22 FEET
 DV0095_STAMPING: L 366 1967
 DV0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0095
 DV0095  HISTORY     - Date     Condition        Report By
 DV0095  HISTORY     - 1967     MONUMENTED       CGS
 DV0095  HISTORY     - 1981     GOOD             NGS
 DV0095  HISTORY     - 20071102 MARK NOT FOUND   GEOCAC
 DV0095  HISTORY     - 20090217 MARK NOT FOUND   SURPGS
 DV0095
 DV0095                          STATION DESCRIPTION
 DV0095
 DV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0095'8.3 MI W FROM EL MIRAGE.
 DV0095'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0095'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 1.3 MILES
 DV0095'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0095'BEARDSLEY CANAL, IN SECTION 23, T 4 N, R 2 W, 0.4 MILE SOUTHWEST OF
 DV0095'THE MCMICKEN DAM OUTLET STRUCTURE, AT THE JUNCTION OF CANAL ROAD AND A
 DV0095'GRAVELED ROAD WHICH LEADS SOUTH, 22 FEET SOUTHEAST OF THE CENTER LINE
 DV0095'OF CANAL ROAD, 32 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 5
 DV0095'1/2 FEET WEST OF A POWER POLE, 1.7 FEET SOUTH OF A METAL WITNESS POST,
 DV0095'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 DV0095'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 22 FEET AND IS
 DV0095'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
 DV0095
 DV0095                          STATION RECOVERY (1981)
 DV0095
 DV0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0095'RECOVERED IN GOOD CONDITION.
 DV0095
 DV0095                          STATION RECOVERY (2007)
 DV0095
 DV0095'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0095'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO HEAVILY
 DV0095'GRADED AREA IN A NEW CONSTRUCTION SITE.
 DV0095
 DV0095                          STATION RECOVERY (2009)
 DV0095
 DV0095'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0095'DESCRIPTION OF MARK FALLS WITHIN A NEWLY CONSTRUCTED SUBDIVISION, AND
 DV0095'IS ASSUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0213 ***********************************************************************
 DA0213  DESIGNATION -  L 37
 DA0213  PID         -  DA0213
 DA0213  STATE/COUNTY-  AZ/PIMA
 DA0213  USGS QUAD   -  MAISH VAYA (1990)
 DA0213
 DA0213                         *CURRENT SURVEY CONTROL
 DA0213  ___________________________________________________________________
 DA0213* NAD 83(1986)-  32 10 26.     (N)    112 13 24.     (W)     SCALED    
 DA0213* NAVD 88     -       749.79   (+/-2cm)    2459.9    (feet)  VERTCON   
 DA0213  ___________________________________________________________________
 DA0213  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0213
 DA0213.The horizontal coordinates were scaled from a topographic map and have
 DA0213.an estimated accuracy of +/- 6 seconds.
 DA0213
 DA0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0213.The vertical order pertains to the NGVD 29 superseded value.
 DA0213
 DA0213.The geoid height was determined by GEOID03.
 DA0213
 DA0213;                    North         East    Units  Estimated Accuracy
 DA0213;SPC AZ C     -   130,190.      184,440.      MT  (+/- 180 meters Scaled)
 DA0213
 DA0213                          SUPERSEDED SURVEY CONTROL
 DA0213
 DA0213  NGVD 29 (??/??/92)  749.068  (m)         2457.57   (f) ADJ UNCH    2 0
 DA0213
 DA0213.Superseded values are not recommended for survey control.
 DA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0213.See file dsdata.txt to determine how the superseded data were derived.
 DA0213
 DA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA846603(NAD 83)
 DA0213_MARKER: DB = BENCH MARK DISK
 DA0213_SETTING: 66 = SET IN ROCK OUTCROP
 DA0213_SP_SET: RHYOLITE OUTCROP
 DA0213_STAMPING: 2457.731 L 37 1933
 DA0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0213+STABILITY: POSITION/ELEVATION WELL
 DA0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0213+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 DA0213
 DA0213  HISTORY     - Date     Condition        Report By
 DA0213  HISTORY     - 1933     MONUMENTED       CGS
 DA0213  HISTORY     - 1934     GOOD             NGS
 DA0213  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0213  HISTORY     - 20070308 GOOD             TOHONO
 DA0213
 DA0213                          STATION DESCRIPTION
 DA0213
 DA0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0213'0.6 MI E FROM POZO BLANCO.
 DA0213'0.6 MILE EAST ALONG STATE HIGHWAY 86 FROM THE CHURCH AT POZO BLANCO,
 DA0213'PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 0N THE EAST SIDE OF A LOW
 DA0213'ROCKY POINT EXTENDING DOWN TO THE HIGHWAY FROM THE SOUTH, 81 FEET
 DA0213'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A SILICIFIED
 DA0213'RHYOLITE OUTCROP, AND 6 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 DA0213'STAMPED 2457.731 L 37 1933.
 DA0213
 DA0213                          STATION RECOVERY (1997)
 DA0213
 DA0213'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0213'MARK NOT FOUND.
 DA0213
 DA0213                          STATION RECOVERY (2007)
 DA0213
 DA0213'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 DA0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0955 ***********************************************************************
 CZ0955  DESIGNATION -  L 38
 CZ0955  PID         -  CZ0955
 CZ0955  STATE/COUNTY-  AZ/PIMA
 CZ0955  USGS QUAD   -  HAIVANA NAKYA (1979)
 CZ0955
 CZ0955                         *CURRENT SURVEY CONTROL
 CZ0955  ___________________________________________________________________
 CZ0955* NAD 83(1986)-  32 00 32.     (N)    111 40 03.     (W)     SCALED    
 CZ0955* NAVD 88     -       916.19   (+/-2cm)    3005.9    (feet)  VERTCON   
 CZ0955  ___________________________________________________________________
 CZ0955  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0955
 CZ0955.The horizontal coordinates were scaled from a topographic map and have
 CZ0955.an estimated accuracy of +/- 6 seconds.
 CZ0955
 CZ0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0955.The vertical order pertains to the NGVD 29 superseded value.
 CZ0955
 CZ0955.The geoid height was determined by GEOID03.
 CZ0955
 CZ0955;                    North         East    Units  Estimated Accuracy
 CZ0955;SPC AZ C     -   111,880.      236,900.      MT  (+/- 180 meters Scaled)
 CZ0955
 CZ0955                          SUPERSEDED SURVEY CONTROL
 CZ0955
 CZ0955  NGVD 29 (??/??/92)  915.448  (m)         3003.43   (f) ADJ UNCH    2 0
 CZ0955
 CZ0955.Superseded values are not recommended for survey control.
 CZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0955.See file dsdata.txt to determine how the superseded data were derived.
 CZ0955
 CZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA369416(NAD 83)
 CZ0955_MARKER: DB = BENCH MARK DISK
 CZ0955_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0955_SP_SET: OUTCROP
 CZ0955_STAMPING: L 38 3003.593 1933
 CZ0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0955+STABILITY: POSITION/ELEVATION WELL
 CZ0955
 CZ0955  HISTORY     - Date     Condition        Report By
 CZ0955  HISTORY     - 1933     MONUMENTED       CGS
 CZ0955  HISTORY     - 1952     GOOD             NGS
 CZ0955  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0955
 CZ0955                          STATION DESCRIPTION
 CZ0955
 CZ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0955'15.55 MI NE FROM SELLS.
 CZ0955'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CZ0955'THENCE 14.05 MILES EAST ALONG THE STATE HIGHWAY 86, SET IN THE TOP OF
 CZ0955'A OUTCROP AND ABOUT THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 86, A
 CZ0955'SQUARE IRON BOX HAS BEEN PUT AROUND THE MARK WITH A ROUND LID, THE
 CZ0955'MARK 0.9 FOOT UNDER THE HIGHWAY ROAD BED, 8 1/2 FEET NORTHWEST OF THE
 CZ0955'CENTER LINE OF THE HIGHWAY, 6.7 FEET SOUTHEAST OF THE NORTHWEST EDGE
 CZ0955'OF THE HIGHWAY, AND ABOUT 0.9 FOOT UNDER THE HIGHWAY BED IN A IRON
 CZ0955'BOX.
 CZ0955
 CZ0955                          STATION RECOVERY (1975)
 CZ0955
 CZ0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0284 ***********************************************************************
 FR0284  DESIGNATION -  L 385
 FR0284  PID         -  FR0284
 FR0284  STATE/COUNTY-  AZ/COCONINO
 FR0284  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0284
 FR0284                         *CURRENT SURVEY CONTROL
 FR0284  ___________________________________________________________________
 FR0284* NAD 83(1986)-  35 21 12.     (N)    112 50 45.     (W)     SCALED    
 FR0284* NAVD 88     -      1625.386  (meters)    5332.62   (feet)  POSTED    
 FR0284  ___________________________________________________________________
 FR0284  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0284  DYNAMIC HT  -        1623.220 (meters)    5325.51  (feet)  COMP
 FR0284  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 FR0284
 FR0284  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0284
 FR0284.The horizontal coordinates were scaled from a topographic map and have
 FR0284.an estimated accuracy of +/- 6 seconds.
 FR0284
 FR0284.The orthometric height was determined by differential leveling
 FR0284.and adjusted by the  in 1992.
 FR0284.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0284.rate of 0.0 thru 1.0 mm/km.
 FR0284
 FR0284.The geoid height was determined by GEOID03.
 FR0284
 FR0284.The dynamic height is computed by dividing the NAVD 88
 FR0284.geopotential number by the normal gravity value computed on the
 FR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0284.degrees latitude (g = 980.6199 gals.).
 FR0284
 FR0284.The modeled gravity was interpolated from observed gravity values.
 FR0284
 FR0284;                    North         East    Units  Estimated Accuracy
 FR0284;SPC AZ C     -   483,170.      128,910.      MT  (+/- 180 meters Scaled)
 FR0284
 FR0284                          SUPERSEDED SURVEY CONTROL
 FR0284
 FR0284  NGVD 29 (??/??/92) 1624.476  (m)         5329.64   (f) ADJ UNCH    2 0
 FR0284
 FR0284.Superseded values are not recommended for survey control.
 FR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0284.See file dsdata.txt to determine how the superseded data were derived.
 FR0284
 FR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE322137(NAD 83)
 FR0284_MARKER: DB = BENCH MARK DISK
 FR0284_SETTING: 66 = SET IN ROCK OUTCROP
 FR0284_SP_SET: OUTCROP
 FR0284_STAMPING: L 385 1968
 FR0284_MARK LOGO: CGS   
 FR0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0284+STABILITY: POSITION/ELEVATION WELL
 FR0284
 FR0284  HISTORY     - Date     Condition        Report By
 FR0284  HISTORY     - 1968     MONUMENTED       CGS
 FR0284  HISTORY     - 1982     GOOD             NGS
 FR0284
 FR0284                          STATION DESCRIPTION
 FR0284
 FR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0284'3.4 MI NE FROM SELIGMAN.
 FR0284'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0284'THE STATION AT SELIGMAN, THENCE 2.35 MILES NORTH ALONG A DIRT ROAD, IN
 FR0284'THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND,
 FR0284'BETWEEN ROADS, 10 1/2 FEET EAST OF THE CENTER LINE OF THE WEST ROAD,
 FR0284'58 FEET WEST OF THE CENTER LINE OF THE EAST ROAD, 1.4 FEET EAST OF A
 FR0284'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 FR0284
 FR0284                          STATION RECOVERY (1982)
 FR0284
 FR0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0303 ***********************************************************************
 FR0303  DESIGNATION -  L 386
 FR0303  PID         -  FR0303
 FR0303  STATE/COUNTY-  AZ/COCONINO
 FR0303  USGS QUAD   -  BIG BUD TANK (1981)
 FR0303
 FR0303                         *CURRENT SURVEY CONTROL
 FR0303  ___________________________________________________________________
 FR0303* NAD 83(1986)-  35 32 22.     (N)    112 52 28.     (W)     SCALED    
 FR0303* NAVD 88     -      1796.704  (meters)    5894.69   (feet)  POSTED    
 FR0303  ___________________________________________________________________
 FR0303  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 FR0303  DYNAMIC HT  -        1794.260 (meters)    5886.67  (feet)  COMP
 FR0303  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 FR0303
 FR0303  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0303
 FR0303.The horizontal coordinates were scaled from a topographic map and have
 FR0303.an estimated accuracy of +/- 6 seconds.
 FR0303
 FR0303.The orthometric height was determined by differential leveling
 FR0303.and adjusted by the  in 1992.
 FR0303.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0303.rate of 0.0 thru 1.0 mm/km.
 FR0303
 FR0303.The geoid height was determined by GEOID03.
 FR0303
 FR0303.The dynamic height is computed by dividing the NAVD 88
 FR0303.geopotential number by the normal gravity value computed on the
 FR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0303.degrees latitude (g = 980.6199 gals.).
 FR0303
 FR0303.The modeled gravity was interpolated from observed gravity values.
 FR0303
 FR0303;                    North         East    Units  Estimated Accuracy
 FR0303;SPC AZ C     -   503,840.      126,510.      MT  (+/- 180 meters Scaled)
 FR0303
 FR0303                          SUPERSEDED SURVEY CONTROL
 FR0303
 FR0303  NGVD 29 (??/??/92) 1795.739  (m)         5891.52   (f) ADJ UNCH    2 0
 FR0303
 FR0303.Superseded values are not recommended for survey control.
 FR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0303.See file dsdata.txt to determine how the superseded data were derived.
 FR0303
 FR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE300344(NAD 83)
 FR0303_MARKER: DB = BENCH MARK DISK
 FR0303_SETTING: 66 = SET IN ROCK OUTCROP
 FR0303_SP_SET: LAVA OUTCROP
 FR0303_STAMPING: L 386 1968
 FR0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0303+STABILITY: POSITION/ELEVATION WELL
 FR0303
 FR0303  HISTORY     - Date     Condition        Report By
 FR0303  HISTORY     - 1968     MONUMENTED       CGS
 FR0303  HISTORY     - 1979     GOOD             USGS
 FR0303
 FR0303                          STATION DESCRIPTION
 FR0303
 FR0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0303'18.0 MI N FROM SELIGMAN.
 FR0303'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0303'THE STATION AT SELIGMAN, THENCE 16.95 MILES NORTH ALONG A DIRT ROAD,
 FR0303'ON THE NORTHEAST SLOPE OF A ROCKY RIDGE, IN THE TOP OF A LAVA OUTCROP
 FR0303'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 74 FEET SOUTHWEST OF THE
 FR0303'CENTER LINE OF THE ROAD, 180 FEET SOUTHEAST OF A FENCE CORNER, 22 FEET
 FR0303'NORTH OF A 12-INCH JUNIPER TREE, 1.2 FEET NORTHWEST OF A WITNESS POST,
 FR0303'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 FR0303
 FR0303                          STATION RECOVERY (1979)
 FR0303
 FR0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0303'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0303'THE S STATION AT SELIGMAN, THENCE 16.95 MILES NORTH ALONG A DIRT
 FR0303'ROAD, ON THE NORTHEAST SLOPE OF A ROCKY RIDGE, IN THE TOP OF A LOVA
 FR0303'OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 158 FEET
 FR0303'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 180 FEET SOUTHEAST OF A
 FR0303'FENCE CORNER, 22 FEET NORTH OF A 12 INCH JUNIPER TREE, 1.2 FEET
 FR0303'NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0058 ***********************************************************************
 FR0058  DESIGNATION -  L 387
 FR0058  PID         -  FR0058
 FR0058  STATE/COUNTY-  AZ/COCONINO
 FR0058  USGS QUAD   -  MILLER TANK (1981)
 FR0058
 FR0058                         *CURRENT SURVEY CONTROL
 FR0058  ___________________________________________________________________
 FR0058* NAD 83(1986)-  35 44 26.     (N)    112 22 00.     (W)     SCALED    
 FR0058* NAVD 88     -      1738.553  (meters)    5703.90   (feet)  POSTED    
 FR0058  ___________________________________________________________________
 FR0058  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FR0058  DYNAMIC HT  -        1736.280 (meters)    5696.45  (feet)  COMP
 FR0058  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 FR0058
 FR0058  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0058
 FR0058.The horizontal coordinates were scaled from a topographic map and have
 FR0058.an estimated accuracy of +/- 6 seconds.
 FR0058
 FR0058.The orthometric height was determined by differential leveling
 FR0058.and adjusted by the  in 1992.
 FR0058.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0058.rate of 0.0 thru 1.0 mm/km.
 FR0058
 FR0058.The geoid height was determined by GEOID03.
 FR0058
 FR0058.The dynamic height is computed by dividing the NAVD 88
 FR0058.geopotential number by the normal gravity value computed on the
 FR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0058.degrees latitude (g = 980.6199 gals.).
 FR0058
 FR0058.The modeled gravity was interpolated from observed gravity values.
 FR0058
 FR0058;                    North         East    Units  Estimated Accuracy
 FR0058;SPC AZ C     -   525,820.      172,660.      MT  (+/- 180 meters Scaled)
 FR0058
 FR0058                          SUPERSEDED SURVEY CONTROL
 FR0058
 FR0058  NGVD 29 (??/??/92) 1737.696  (m)         5701.09   (f) ADJ UNCH    2 0
 FR0058
 FR0058.Superseded values are not recommended for survey control.
 FR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0058.See file dsdata.txt to determine how the superseded data were derived.
 FR0058
 FR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE764560(NAD 83)
 FR0058_MARKER: DB = BENCH MARK DISK
 FR0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0058_SP_SET: FOUNDATION
 FR0058_STAMPING: L 387 1968
 FR0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0058
 FR0058  HISTORY     - Date     Condition        Report By
 FR0058  HISTORY     - 1968     MONUMENTED       CGS
 FR0058
 FR0058                          STATION DESCRIPTION
 FR0058
 FR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0058'6.65 MI W FROM WILLAHA.
 FR0058'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0058'THE SIDING SIGN AT WILLAHA, THENCE 5.85 MILES WEST ALONG A STEEL TOWER
 FR0058'POWER LINE, 0.35 MILE WEST OF CROSSING OF A GRAVELED ROAD TO WILLAHA,
 FR0058'2 TOWERS WEST OF BENCH MARK K 387, IN THE TOP OF THE CONCRETE
 FR0058'FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 779, 47 FEET NORTH OF
 FR0058'THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE ROAD AND
 FR0058'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0331 ***********************************************************************
 FR0331  DESIGNATION -  L 388
 FR0331  PID         -  FR0331
 FR0331  STATE/COUNTY-  AZ/COCONINO
 FR0331  USGS QUAD   -  BLACK TANK (1980)
 FR0331
 FR0331                         *CURRENT SURVEY CONTROL
 FR0331  ___________________________________________________________________
 FR0331* NAD 83(1986)-  35 42 00.     (N)    112 42 54.     (W)     SCALED    
 FR0331* NAVD 88     -      1735.505  (meters)    5693.90   (feet)  POSTED    
 FR0331  ___________________________________________________________________
 FR0331  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 FR0331  DYNAMIC HT  -        1733.240 (meters)    5686.47  (feet)  COMP
 FR0331  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 FR0331
 FR0331  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0331
 FR0331.The horizontal coordinates were scaled from a topographic map and have
 FR0331.an estimated accuracy of +/- 6 seconds.
 FR0331
 FR0331.The orthometric height was determined by differential leveling
 FR0331.and adjusted by the  in 1992.
 FR0331.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0331.rate of 0.0 thru 1.0 mm/km.
 FR0331
 FR0331.The geoid height was determined by GEOID03.
 FR0331
 FR0331.The dynamic height is computed by dividing the NAVD 88
 FR0331.geopotential number by the normal gravity value computed on the
 FR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0331.degrees latitude (g = 980.6199 gals.).
 FR0331
 FR0331.The modeled gravity was interpolated from observed gravity values.
 FR0331
 FR0331;                    North         East    Units  Estimated Accuracy
 FR0331;SPC AZ C     -   521,520.      141,110.      MT  (+/- 180 meters Scaled)
 FR0331
 FR0331                          SUPERSEDED SURVEY CONTROL
 FR0331
 FR0331  NGVD 29 (??/??/92) 1734.628  (m)         5691.03   (f) ADJ UNCH    2 0
 FR0331
 FR0331.Superseded values are not recommended for survey control.
 FR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0331.See file dsdata.txt to determine how the superseded data were derived.
 FR0331
 FR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE448520(NAD 83)
 FR0331_MARKER: DB = BENCH MARK DISK
 FR0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0331_SP_SET: FOUNDATION
 FR0331_STAMPING: L 388 1968
 FR0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0331
 FR0331  HISTORY     - Date     Condition        Report By
 FR0331  HISTORY     - 1968     MONUMENTED       CGS
 FR0331
 FR0331                          STATION DESCRIPTION
 FR0331
 FR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0331'26.95 MI W FROM WILLAHA.
 FR0331'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0331'THE SIDING SIGN AT WILLAHA, THENCE 26.15 MILES WEST ALONG A STEEL
 FR0331'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK K 388, IN THE TOP OF THE
 FR0331'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 842, 55 FEET
 FR0331'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0331'AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0063 ***********************************************************************
 GQ0063  DESIGNATION -  L 389
 GQ0063  PID         -  GQ0063
 GQ0063  STATE/COUNTY-  AZ/COCONINO
 GQ0063  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0063
 GQ0063                         *CURRENT SURVEY CONTROL
 GQ0063  ___________________________________________________________________
 GQ0063* NAD 83(1986)-  36 00 08.     (N)    112 49 28.     (W)     SCALED    
 GQ0063* NAVD 88     -      1815.668  (meters)    5956.90   (feet)  POSTED    
 GQ0063  ___________________________________________________________________
 GQ0063  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 GQ0063  DYNAMIC HT  -        1813.350 (meters)    5949.30  (feet)  COMP
 GQ0063  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 GQ0063
 GQ0063  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0063
 GQ0063.The horizontal coordinates were scaled from a topographic map and have
 GQ0063.an estimated accuracy of +/- 6 seconds.
 GQ0063
 GQ0063.The orthometric height was determined by differential leveling
 GQ0063.and adjusted by the  in 1992.
 GQ0063.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0063.was located on a no-check spur therefore a value was not computed.
 GQ0063.No vertical observational check was made to the station.
 GQ0063
 GQ0063.The geoid height was determined by GEOID03.
 GQ0063
 GQ0063.The dynamic height is computed by dividing the NAVD 88
 GQ0063.geopotential number by the normal gravity value computed on the
 GQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0063.degrees latitude (g = 980.6199 gals.).
 GQ0063
 GQ0063.The modeled gravity was interpolated from observed gravity values.
 GQ0063
 GQ0063;                    North         East    Units  Estimated Accuracy
 GQ0063;SPC AZ C     -   555,140.      131,520.      MT  (+/- 180 meters Scaled)
 GQ0063
 GQ0063                          SUPERSEDED SURVEY CONTROL
 GQ0063
 GQ0063  NGVD 29 (??/??/92) 1814.773  (m)         5953.97   (f) ADJ UNCH    2 0
 GQ0063
 GQ0063.Superseded values are not recommended for survey control.
 GQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0063.See file dsdata.txt to determine how the superseded data were derived.
 GQ0063
 GQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE355857(NAD 83)
 GQ0063_MARKER: DB = BENCH MARK DISK
 GQ0063_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0063_SP_SET: 7 FEET
 GQ0063_STAMPING: L 389 1968
 GQ0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0063
 GQ0063  HISTORY     - Date     Condition        Report By
 GQ0063  HISTORY     - 1968     MONUMENTED       CGS
 GQ0063
 GQ0063                          STATION DESCRIPTION
 GQ0063
 GQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GQ0063'51.1 MI NE FROM PEACH SPRINGS.
 GQ0063'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 GQ0063'SPRINGS, THENCE 43.85 MILES NORTHEAST ALONG HUALAPAI INDIAN
 GQ0063'RESERVATION ROAD, 0.4 MILE SOUTHWEST OF THE T JUNCTION OF A TELEPHONE
 GQ0063'LINE, 0.15 MILE NORTHEAST OF THE INTERSECTION OF A NORTH-SOUTH ROAD,
 GQ0063'50 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST
 GQ0063'OF A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2
 GQ0063'FEET HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 GQ0063'COATED ROD DRIVEN TO A DEPTH OF 7 FEET.  THE UPPER PORTION OF THE ROD
 GQ0063'IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0275 ***********************************************************************
 CZ0275  DESIGNATION -  L 39
 CZ0275  PID         -  CZ0275
 CZ0275  STATE/COUNTY-  AZ/PIMA
 CZ0275  USGS QUAD   -  TUCSON (1992)
 CZ0275
 CZ0275                         *CURRENT SURVEY CONTROL
 CZ0275  ___________________________________________________________________
 CZ0275* NAD 83(1986)-  32 13 01.     (N)    110 59 18.     (W)     SCALED    
 CZ0275* NAVD 88     -       718.150  (meters)    2356.13   (feet)  ADJUSTED  
 CZ0275  ___________________________________________________________________
 CZ0275  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0275  DYNAMIC HT  -         717.167 (meters)    2352.91  (feet)  COMP
 CZ0275  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 CZ0275
 CZ0275  VERT ORDER  -  FIRST     CLASS II
 CZ0275
 CZ0275.The horizontal coordinates were scaled from a topographic map and have
 CZ0275.an estimated accuracy of +/- 6 seconds.
 CZ0275
 CZ0275.The orthometric height was determined by differential leveling
 CZ0275.and adjusted in June 1991.
 CZ0275
 CZ0275.The geoid height was determined by GEOID03.
 CZ0275
 CZ0275.The dynamic height is computed by dividing the NAVD 88
 CZ0275.geopotential number by the normal gravity value computed on the
 CZ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0275.degrees latitude (g = 980.6199 gals.).
 CZ0275
 CZ0275.The modeled gravity was interpolated from observed gravity values.
 CZ0275
 CZ0275;                    North         East    Units  Estimated Accuracy
 CZ0275;SPC AZ C     -   135,300.      300,870.      MT  (+/- 180 meters Scaled)
 CZ0275
 CZ0275                          SUPERSEDED SURVEY CONTROL
 CZ0275
 CZ0275  NGVD 29 (??/??/92)  717.471  (m)         2353.90   (f) ADJ UNCH    1 2
 CZ0275
 CZ0275.Superseded values are not recommended for survey control.
 CZ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0275.See file dsdata.txt to determine how the superseded data were derived.
 CZ0275
 CZ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA010644(NAD 83)
 CZ0275_MARKER: DB = BENCH MARK DISK
 CZ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0275_STAMPING: 2354.146 L 39 1933
 CZ0275_PROJECTION: RECESSED 5 CENTIMETERS
 CZ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0275+STABILITY: SURFACE MOTION
 CZ0275
 CZ0275  HISTORY     - Date     Condition        Report By
 CZ0275  HISTORY     - 1933     MONUMENTED       CGS
 CZ0275  HISTORY     - 1951     GOOD             NGS
 CZ0275  HISTORY     - 1957     MARK NOT FOUND   USGS
 CZ0275  HISTORY     - 1980     GOOD             NGS
 CZ0275  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ0275  HISTORY     - 20080111 POOR             INDIV
 CZ0275
 CZ0275                          STATION DESCRIPTION
 CZ0275
 CZ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0275'1.2 MI SW FROM TUCSON.
 CZ0275'1.0 MILE WEST ALONG CONGRESS STREET FROM THE VALLEY NATIONAL BANK AT
 CZ0275'TUCSON, THENCE 0.2 MILE SOUTH ALONG S. GRANDE AVE, AT THE SOUTHWEST
 CZ0275'CORNER OF THE INTERSECTION OF S. GRANDE AVE. AND SENTINEL DRIVE, 50
 CZ0275'FEET S OF THE CENTERLINE OF SENTINEL DRIVE, 29 1/2 FEET WEST OF THE
 CZ0275'CENTERLINE OF S. GRANDE AVE, 8.1 FEET SOUTH OF THE TELEPHONE POLE 142
 CZ0275'A/I, 1.2 FEET EAST POST FLUSH WITH THE GROUND.
 CZ0275
 CZ0275                          STATION RECOVERY (1957)
 CZ0275
 CZ0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CZ0275'MARK NOT FOUND.
 CZ0275
 CZ0275                          STATION RECOVERY (1980)
 CZ0275
 CZ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0275'1.6 KILOMETERS (1.0 MILE) WEST ALONG CONGRESS STREET FROM THE
 CZ0275'VALLEY NATIONAL BANK AT TUCSON, THENCE 0.3 KILOMETER (0.2 MILE)
 CZ0275'SOUTH ALONG SOUTH GRANDE AVENUE. AT THE SOUTHWEST CORNER OF THE
 CZ0275'INTERSECTION OF SPRUCE STREET LEADING WEST AND
 CZ0275'SOUTH GRANDE AVENUE, 7.95 METERS (26.1 FEET) EAST OF THE NORTHEAST
 CZ0275'CORNER OF THE HOUSE AT 214 SOUTH GRANDE, 16 METERS (52.7 FEET)
 CZ0275'SOUTH OF THE CENTERLINE OF SPRUCE STREET, 8.8 METERS (28.9 FEET)
 CZ0275'WEST OF THE CENTERLINE OF SOUTH GRANDE AVENUE, 2.7 METERS (8.9
 CZ0275'FEET) SOUTH OF A UTILITY POLE, 1.68 METERS (5.5 FEET) NORTH OF
 CZ0275'THE NORTH EDGE OF THE CONCRETE WALK TO THE HOUSE, 0.25 METER
 CZ0275'(0.8 FOOT) EAST OF A FENCE.
 CZ0275'THE MARK IS ABOVE LEVEL WITH SOUTH GRANDE AVENUE.
 CZ0275
 CZ0275                          STATION RECOVERY (1995)
 CZ0275
 CZ0275'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0275'MARK NOT FOUND.
 CZ0275
 CZ0275                          STATION RECOVERY (2008)
 CZ0275
 CZ0275'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MLB)
 CZ0275'RECOVERED DURING CONSTRUCTION EXCAVATION. MARK PRESENT BUT BURIED TO
 CZ0275'DEPTH OF APROX. 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0574 ***********************************************************************
 FS0574  DESIGNATION -  L 391
 FS0574  PID         -  FS0574
 FS0574  STATE/COUNTY-  AZ/MOHAVE
 FS0574  USGS QUAD   -  KINGMAN (1980)
 FS0574
 FS0574                         *CURRENT SURVEY CONTROL
 FS0574  ___________________________________________________________________
 FS0574* NAD 83(1986)-  35 11 58.     (N)    114 00 40.     (W)     SCALED    
 FS0574* NAVD 88     -      1086.358  (meters)    3564.16   (feet)  ADJUSTED  
 FS0574  ___________________________________________________________________
 FS0574  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0574  DYNAMIC HT  -        1085.065 (meters)    3559.92  (feet)  COMP
 FS0574  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 FS0574
 FS0574  VERT ORDER  -  FIRST     CLASS II
 FS0574
 FS0574.The horizontal coordinates were scaled from a topographic map and have
 FS0574.an estimated accuracy of +/- 6 seconds.
 FS0574
 FS0574.The orthometric height was determined by differential leveling
 FS0574.and adjusted in June 1991.
 FS0574
 FS0574.The geoid height was determined by GEOID03.
 FS0574
 FS0574.The dynamic height is computed by dividing the NAVD 88
 FS0574.geopotential number by the normal gravity value computed on the
 FS0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0574.degrees latitude (g = 980.6199 gals.).
 FS0574
 FS0574.The modeled gravity was interpolated from observed gravity values.
 FS0574
 FS0574;                    North         East    Units  Estimated Accuracy
 FS0574;SPC AZ W     -   465,750.      189,580.      MT  (+/- 180 meters Scaled)
 FS0574
 FS0574                          SUPERSEDED SURVEY CONTROL
 FS0574
 FS0574  NGVD 29 (??/??/92) 1085.550  (m)         3561.51   (f) ADJ UNCH    1 2
 FS0574
 FS0574.Superseded values are not recommended for survey control.
 FS0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0574.See file dsdata.txt to determine how the superseded data were derived.
 FS0574
 FS0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU721992(NAD 83)
 FS0574_MARKER: DB = BENCH MARK DISK
 FS0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0574_STAMPING: L 391 1962
 FS0574_MARK LOGO: CGS   
 FS0574_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0574+STABILITY: SURFACE MOTION
 FS0574
 FS0574  HISTORY     - Date     Condition        Report By
 FS0574  HISTORY     - 1962     MONUMENTED       CGS
 FS0574  HISTORY     - 1967     GOOD             NGS
 FS0574  HISTORY     - 1982     GOOD             NGS
 FS0574
 FS0574                          STATION DESCRIPTION
 FS0574
 FS0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FS0574'0.9 MI E FROM KINGMAN.
 FS0574'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 FS0574'WITH U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, ABOUT
 FS0574'100 YARDS EAST OF MILEPOST 74, AT A FENCE CORNER SOUTH OF THE
 FS0574'HIGHWAY, 34 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 15 FEET EAST
 FS0574'OF THE CENTER OF A PRIVATE ROAD LEADING NORTH, 2.7 FEET SOUTHWEST
 FS0574'OF THE FENCE CORNER, 1 FOOT WEST OF THE FENCE, 1.7 FEET NORTHWEST
 FS0574'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FS0574'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FS0574'INCHES.
 FS0574
 FS0574                          STATION RECOVERY (1967)
 FS0574
 FS0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FS0574'RECOVERED IN GOOD CONDITION.
 FS0574
 FS0574                          STATION RECOVERY (1982)
 FS0574
 FS0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0574'3.9 KM (2.4 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0574'RAILROAD FROM THE STATION AT KINGMAN, THENCE 1.6 KM (1.0 MILE) EAST
 FS0574'ALONG LOUISE AVE. (OLD  HIGHWAY 93), 10.9 METERS (36.0 FT) WEST OF THE
 FS0574'CENTERLINE OF EASTERN STREET, 10.3 METERS (34.0 FT) SOUTH OF THE
 FS0574'CENTERLINE OF THE AVE., 9.1 METERS (30.0 FT) EAST OF THE NORTHEAST
 FS0574'CORNER OF A BLOCK FENCE.
 FS0574'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FS0574'THE MARK IS 0.3 M BELOW LOUISE AVE..
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0415 ***********************************************************************
 FR0415  DESIGNATION -  L 392
 FR0415  PID         -  FR0415
 FR0415  STATE/COUNTY-  AZ/MOHAVE
 FR0415  USGS QUAD   -  BULL SPRING (1980)
 FR0415
 FR0415                         *CURRENT SURVEY CONTROL
 FR0415  ___________________________________________________________________
 FR0415* NAD 83(1986)-  35 10 48.     (N)    113 29 43.     (W)     SCALED    
 FR0415* NAVD 88     -      1408.025  (meters)    4619.50   (feet)  POSTED    
 FR0415  ___________________________________________________________________
 FR0415  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FR0415  DYNAMIC HT  -        1406.230 (meters)    4613.61  (feet)  COMP
 FR0415  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 FR0415
 FR0415  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0415
 FR0415.The horizontal coordinates were scaled from a topographic map and have
 FR0415.an estimated accuracy of +/- 6 seconds.
 FR0415
 FR0415.The orthometric height was determined by differential leveling
 FR0415.and adjusted by the  in 1992.
 FR0415.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0415.rate of 0.0 thru 1.0 mm/km.
 FR0415
 FR0415.The geoid height was determined by GEOID03.
 FR0415
 FR0415.The dynamic height is computed by dividing the NAVD 88
 FR0415.geopotential number by the normal gravity value computed on the
 FR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0415.degrees latitude (g = 980.6199 gals.).
 FR0415
 FR0415.The modeled gravity was interpolated from observed gravity values.
 FR0415
 FR0415;                    North         East    Units  Estimated Accuracy
 FR0415;SPC AZ W     -   463,590.      236,560.      MT  (+/- 180 meters Scaled)
 FR0415
 FR0415                          SUPERSEDED SURVEY CONTROL
 FR0415
 FR0415  NGVD 29 (??/??/92) 1407.170  (m)         4616.69   (f) ADJ UNCH    2 0
 FR0415
 FR0415.Superseded values are not recommended for survey control.
 FR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0415.See file dsdata.txt to determine how the superseded data were derived.
 FR0415
 FR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD727958(NAD 83)
 FR0415_MARKER: DB = BENCH MARK DISK
 FR0415_SETTING: 66 = SET IN ROCK OUTCROP
 FR0415_SP_SET: BEDROCK OUTCROP
 FR0415_STAMPING: L 392 1962
 FR0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0415+STABILITY: POSITION/ELEVATION WELL
 FR0415
 FR0415  HISTORY     - Date     Condition        Report By
 FR0415  HISTORY     - 1962     MONUMENTED       CGS
 FR0415  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0415
 FR0415                          STATION DESCRIPTION
 FR0415
 FR0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0415'38.35 MI NE FROM KINGMAN.
 FR0415'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0415'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0415'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0415'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 9.25 MILES
 FR0415'EAST ALONG THE DIRT ROAD TO THE CROSSING OF A SMALL WASH, 52 FEET
 FR0415'NORTHWEST OF THE CENTER OF THE ROAD, 85 FEET NORTHEAST OF THE CENTER
 FR0415'OF THE WASH, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A 10 BY 15
 FR0415'FOOT OUTCROPPING OF BEDROCK ABOUT FLUSH WITH THE GROUND.
 FR0415
 FR0415                          STATION RECOVERY (1975)
 FR0415
 FR0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0463 ***********************************************************************
 FR0463  DESIGNATION -  L 393
 FR0463  PID         -  FR0463
 FR0463  STATE/COUNTY-  AZ/YAVAPAI
 FR0463  USGS QUAD   -  YAMPAI SE (1981)
 FR0463
 FR0463                         *CURRENT SURVEY CONTROL
 FR0463  ___________________________________________________________________
 FR0463* NAD 83(1986)-  35 17 07.     (N)    113 06 12.     (W)     SCALED    
 FR0463* NAVD 88     -      1702.429  (meters)    5585.39   (feet)  POSTED    
 FR0463  ___________________________________________________________________
 FR0463  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0463  DYNAMIC HT  -        1700.140 (meters)    5577.88  (feet)  COMP
 FR0463  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 FR0463
 FR0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0463
 FR0463.The horizontal coordinates were scaled from a topographic map and have
 FR0463.an estimated accuracy of +/- 6 seconds.
 FR0463
 FR0463.The orthometric height was determined by differential leveling
 FR0463.and adjusted by the  in 1992.
 FR0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0463.rate of 0.0 thru 1.0 mm/km.
 FR0463
 FR0463.The geoid height was determined by GEOID03.
 FR0463
 FR0463.The dynamic height is computed by dividing the NAVD 88
 FR0463.geopotential number by the normal gravity value computed on the
 FR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0463.degrees latitude (g = 980.6199 gals.).
 FR0463
 FR0463.The modeled gravity was interpolated from observed gravity values.
 FR0463
 FR0463;                    North         East    Units  Estimated Accuracy
 FR0463;SPC AZ C     -   475,870.      105,420.      MT  (+/- 180 meters Scaled)
 FR0463
 FR0463                          SUPERSEDED SURVEY CONTROL
 FR0463
 FR0463  NGVD 29 (??/??/92) 1701.488  (m)         5582.30   (f) ADJ UNCH    2 0
 FR0463
 FR0463.Superseded values are not recommended for survey control.
 FR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0463.See file dsdata.txt to determine how the superseded data were derived.
 FR0463
 FR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE087067(NAD 83)
 FR0463_MARKER: DB = BENCH MARK DISK
 FR0463_SETTING: 66 = SET IN ROCK OUTCROP
 FR0463_SP_SET: ROCK OUTCROP
 FR0463_STAMPING: L 393 1962
 FR0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0463+STABILITY: POSITION/ELEVATION WELL
 FR0463
 FR0463  HISTORY     - Date     Condition        Report By
 FR0463  HISTORY     - 1962     MONUMENTED       CGS
 FR0463
 FR0463                          STATION DESCRIPTION
 FR0463
 FR0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0463'14.4 MI W FROM SELIGMAN.
 FR0463'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0463'ITS STATION AT SELIGMAN, THENCE 11.4 MILES WEST ALONG A GRAVEL ROAD,
 FR0463'172 FEET SOUTH OF THE CENTER OF THE ROAD, 120 FEET NORTH OF THE PIPE
 FR0463'LINE, 120 FEET SOUTHEAST OF A TRIANGLE BLAZED TREE, 7.8 FEET
 FR0463'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL
 FR0463'OF THE ROAD, AND IS SET IN TOP OF A ROCK OUTCROP ABOUT FLUSH WITH THE
 FR0463'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0241 ***********************************************************************
 FR0241  DESIGNATION -  L 394
 FR0241  PID         -  FR0241
 FR0241  STATE/COUNTY-  AZ/YAVAPAI
 FR0241  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0241
 FR0241                         *CURRENT SURVEY CONTROL
 FR0241  ___________________________________________________________________
 FR0241* NAD 83(1986)-  35 14 01.     (N)    112 35 44.     (W)     SCALED    
 FR0241* NAVD 88     -      1532.569  (meters)    5028.10   (feet)  ADJUSTED  
 FR0241  ___________________________________________________________________
 FR0241  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FR0241  DYNAMIC HT  -        1530.559 (meters)    5021.51  (feet)  COMP
 FR0241  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 FR0241
 FR0241  VERT ORDER  -  FIRST     CLASS II
 FR0241
 FR0241.The horizontal coordinates were scaled from a topographic map and have
 FR0241.an estimated accuracy of +/- 6 seconds.
 FR0241
 FR0241.The orthometric height was determined by differential leveling
 FR0241.and adjusted in June 1991.
 FR0241
 FR0241.The geoid height was determined by GEOID03.
 FR0241
 FR0241.The dynamic height is computed by dividing the NAVD 88
 FR0241.geopotential number by the normal gravity value computed on the
 FR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0241.degrees latitude (g = 980.6199 gals.).
 FR0241
 FR0241.The modeled gravity was interpolated from observed gravity values.
 FR0241
 FR0241;                    North         East    Units  Estimated Accuracy
 FR0241;SPC AZ C     -   469,700.      151,570.      MT  (+/- 180 meters Scaled)
 FR0241
 FR0241                          SUPERSEDED SURVEY CONTROL
 FR0241
 FR0241  NGVD 29 (??/??/92) 1531.688  (m)         5025.21   (f) ADJ UNCH    1 2
 FR0241
 FR0241.Superseded values are not recommended for survey control.
 FR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0241.See file dsdata.txt to determine how the superseded data were derived.
 FR0241
 FR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE548001(NAD 83)
 FR0241_MARKER: DB = BENCH MARK DISK
 FR0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0241_STAMPING: L 394 1962
 FR0241_MARK LOGO: CGS   
 FR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0241+STABILITY: SURFACE MOTION
 FR0241
 FR0241  HISTORY     - Date     Condition        Report By
 FR0241  HISTORY     - 1962     MONUMENTED       CGS
 FR0241  HISTORY     - 1973     GOOD             USGS
 FR0241  HISTORY     - 1982     GOOD             NGS
 FR0241
 FR0241                          STATION DESCRIPTION
 FR0241
 FR0241'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0241'6.9 MI W FROM ASH FORK.
 FR0241'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0241'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST TO THE
 FR0241'CROOKTON OVERPASS, THENCE 0.7 MILE ON OLD US HWY. 66.  SET IN TOP OF
 FR0241'THE WINGWALL AT THE SOUTHEAST CORNER OF A 20 FT. CONCRETE BRIDGE, 20
 FR0241'FT. SOUTH OF THE CENTER OF AND ABOUT LEVEL WITH THE ROAD.
 FR0241
 FR0241                          STATION RECOVERY (1982)
 FR0241
 FR0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0241'27.5 KM (17.1 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0241'AND SANTA FE RAILROAD STATION IN SELIGMAN, 1.0 KM (0.6 MI) NORTHWEST
 FR0241'OF THE INTERSTATE HIGHWAY 40 OVERPASS, IN TOP OF THE SOUTHEAST
 FR0241'WINGWALL OF A SMALL BRIDGE OVER EIGHTMILE CREEK, 6.0 METERS (20 FT)
 FR0241'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6 METER (2 FT) SOUTH OF
 FR0241'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL.
 FR0241'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0483 ***********************************************************************
 DV0483  DESIGNATION -  L 395
 DV0483  PID         -  DV0483
 DV0483  STATE/COUNTY-  AZ/MARICOPA
 DV0483  USGS QUAD   -  PERRYVILLE (1982)
 DV0483
 DV0483                         *CURRENT SURVEY CONTROL
 DV0483  ___________________________________________________________________
 DV0483* NAD 83(1986)-  33 24 37.     (N)    112 25 36.     (W)     SCALED    
 DV0483* NAVD 88     -       280.44   (+/-2cm)     920.1    (feet)  VERTCON   
 DV0483  ___________________________________________________________________
 DV0483  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0483
 DV0483.The horizontal coordinates were scaled from a topographic map and have
 DV0483.an estimated accuracy of +/- 6 seconds.
 DV0483
 DV0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0483.The vertical order pertains to the NGVD 29 superseded value.
 DV0483
 DV0483.The geoid height was determined by GEOID03.
 DV0483
 DV0483;                    North         East    Units  Estimated Accuracy
 DV0483;SPC AZ C     -   267,370.      165,930.      MT  (+/- 180 meters Scaled)
 DV0483
 DV0483                          SUPERSEDED SURVEY CONTROL
 DV0483
 DV0483  NGVD 29 (??/??/92)  279.800  (m)          917.98   (f) ADJ UNCH    2 0
 DV0483
 DV0483.Superseded values are not recommended for survey control.
 DV0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0483.See file dsdata.txt to determine how the superseded data were derived.
 DV0483
 DV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB673976(NAD 83)
 DV0483_MARKER: DB = BENCH MARK DISK
 DV0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0483_STAMPING: L 395 1962
 DV0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0483+STABILITY: SURFACE MOTION
 DV0483
 DV0483  HISTORY     - Date     Condition        Report By
 DV0483  HISTORY     - 1962     MONUMENTED       CGS
 DV0483  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV0483
 DV0483                          STATION DESCRIPTION
 DV0483
 DV0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0483'6.20 MI SW FROM AVONDALE.
 DV0483'0.9 MILES WEST ALONG WESTERN AVENUE FROM THE CITY HALL AT AVONDALE,
 DV0483'THENCE 0.75 MILES SOUTH ALONG LITCHFIELD RD, THENCE 4.15 MILES
 DV0483'SOUTHWEST ALONG US HY. 80, THENCE 0.4 MILE NORTH ALONG COTTON LANE TO
 DV0483'THE MARK.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE POST
 DV0483'PROJECTING 4 INCHES, 1.8 SOUTH OF A POWER POLE, 3 FT. NORTH OF A
 DV0483'WITNESS POST, 1 FT. EAST OF THE CENTER OF A FENCELINE, 35 FT. EAST OF
 DV0483'THE CENTER OF COTTON LANE, ABOUT LEVEL WITH COTTON LANE.
 DV0483
 DV0483                          STATION RECOVERY (2007)
 DV0483
 DV0483'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0483'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0483'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1122 ***********************************************************************
 DV1122  DESIGNATION -  L 396 20
 DV1122  PID         -  DV1122
 DV1122  STATE/COUNTY-  AZ/LA PAZ
 DV1122  USGS QUAD   -  HOPE SW (1990)
 DV1122
 DV1122                         *CURRENT SURVEY CONTROL
 DV1122  ___________________________________________________________________
 DV1122* NAD 83(1986)-  33 37 06.     (N)    113 40 40.     (W)     SCALED    
 DV1122* NAVD 88     -       383.61   (+/-2cm)    1258.6    (feet)  VERTCON   
 DV1122  ___________________________________________________________________
 DV1122  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1122
 DV1122.The horizontal coordinates were scaled from a topographic map and have
 DV1122.an estimated accuracy of +/- 6 seconds.
 DV1122
 DV1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1122.The vertical order pertains to the NGVD 29 superseded value.
 DV1122
 DV1122.The geoid height was determined by GEOID03.
 DV1122
 DV1122;                    North         East    Units  Estimated Accuracy
 DV1122;SPC AZ W     -   290,340.      220,060.      MT  (+/- 180 meters Scaled)
 DV1122
 DV1122                          SUPERSEDED SURVEY CONTROL
 DV1122
 DV1122  NGVD 29 (??/??/92)  382.937  (m)         1256.35   (f) ADJ UNCH    2 0
 DV1122
 DV1122.Superseded values are not recommended for survey control.
 DV1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1122.See file dsdata.txt to determine how the superseded data were derived.
 DV1122
 DV1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC515230(NAD 83)
 DV1122_MARKER: DB = BENCH MARK DISK
 DV1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1122_STAMPING: L 396 20 1962
 DV1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1122+STABILITY: SURFACE MOTION
 DV1122
 DV1122  HISTORY     - Date     Condition        Report By
 DV1122  HISTORY     - 1962     MONUMENTED       CGS
 DV1122  HISTORY     - 19870206 GOOD             USGS
 DV1122
 DV1122                          STATION DESCRIPTION
 DV1122
 DV1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1122'15.0 MI SE FROM HOPE.
 DV1122'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1122'HIGHWAY 72 AT HOPE, THENCE 6.0 MILES SOUTH ALONG A BLADED ROAD, THENCE
 DV1122'5.3 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF
 DV1122'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.1 FEET NORTHWEST
 DV1122'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV1122'7 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM THE POSTOFFICE AT
 DV1122'SALOME BY GOING 0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD TO THE
 DV1122'JUNCTION OF A GRAVEL ROAD SOUTH, THENCE 14.0 MILES SOUTH ALONG THE
 DV1122'MAIN TRAVELED GRAVEL ROAD TO A BLADED TRACK, THENCE 3.5 MILES
 DV1122'WEST-NORTHWEST ALONG THE BLADED TRACK WHICH IS THE CENTER OF THE
 DV1122'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10.
 DV1122
 DV1122                          STATION RECOVERY (1987)
 DV1122
 DV1122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0300 ***********************************************************************
 CG0300  DESIGNATION -  L 399
 CG0300  PID         -  CG0300
 CG0300  STATE/COUNTY-  AZ/PIMA
 CG0300  USGS QUAD   -  GREEN VALLEY (1981)
 CG0300
 CG0300                         *CURRENT SURVEY CONTROL
 CG0300  ___________________________________________________________________
 CG0300* NAD 83(1986)-  31 49 45.     (N)    110 56 05.     (W)     SCALED    
 CG0300* NAVD 88     -       965.84   (+/-2cm)    3168.8    (feet)  VERTCON   
 CG0300  ___________________________________________________________________
 CG0300  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CG0300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0300
 CG0300.The horizontal coordinates were scaled from a topographic map and have
 CG0300.an estimated accuracy of +/- 6 seconds.
 CG0300
 CG0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0300.The vertical order pertains to the NGVD 29 superseded value.
 CG0300
 CG0300.The geoid height was determined by GEOID03.
 CG0300
 CG0300;                    North         East    Units  Estimated Accuracy
 CG0300;SPC AZ C     -    92,350.      306,310.      MT  (+/- 180 meters Scaled)
 CG0300
 CG0300                          SUPERSEDED SURVEY CONTROL
 CG0300
 CG0300  NGVD 29 (??/??/92)  965.069  (m)         3166.23   (f) ADJ UNCH    2 0
 CG0300
 CG0300.Superseded values are not recommended for survey control.
 CG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0300.See file dsdata.txt to determine how the superseded data were derived.
 CG0300
 CG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA061215(NAD 83)
 CG0300_MARKER: DB = BENCH MARK DISK
 CG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0300_STAMPING: L 399 1962
 CG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0300+STABILITY: SURFACE MOTION
 CG0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0300+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0300
 CG0300  HISTORY     - Date     Condition        Report By
 CG0300  HISTORY     - 1962     MONUMENTED       CGS
 CG0300  HISTORY     - 20060316 GOOD             USPSQD
 CG0300
 CG0300                          STATION DESCRIPTION
 CG0300
 CG0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0300'2.85 MI SE FROM CONTINENTAL.
 CG0300'2.85 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, 63 PACES WEST
 CG0300'OF SPEED LIMIT SIGN, 35 FEET SOUTH OF CENTERLINE OF PAVED ROAD, 6 FEET
 CG0300'WEST OF A POWER LINE POLE, AND 2.6 FEET NORTH OF A METAL WITNESS POST.
 CG0300'THE MARK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE POST.
 CG0300
 CG0300                          STATION RECOVERY (2006)
 CG0300
 CG0300'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0300'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0251 ***********************************************************************
 CY0251  DESIGNATION -  L 40
 CY0251  PID         -  CY0251
 CY0251  STATE/COUNTY-  AZ/GREENLEE
 CY0251  USGS QUAD   -  GUTHRIE (1986)
 CY0251
 CY0251                         *CURRENT SURVEY CONTROL
 CY0251  ___________________________________________________________________
 CY0251* NAD 83(1986)-  32 54 25.     (N)    109 20 21.     (W)     SCALED    
 CY0251* NAVD 88     -      1601.330  (meters)    5253.70   (feet)  ADJUSTED  
 CY0251  ___________________________________________________________________
 CY0251  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CY0251  DYNAMIC HT  -        1598.919 (meters)    5245.79  (feet)  COMP
 CY0251  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 CY0251
 CY0251  VERT ORDER  -  SECOND    CLASS 0
 CY0251
 CY0251.The horizontal coordinates were scaled from a topographic map and have
 CY0251.an estimated accuracy of +/- 6 seconds.
 CY0251
 CY0251.The orthometric height was determined by differential leveling
 CY0251.and adjusted in June 1991.
 CY0251
 CY0251.The geoid height was determined by GEOID03.
 CY0251
 CY0251.The dynamic height is computed by dividing the NAVD 88
 CY0251.geopotential number by the normal gravity value computed on the
 CY0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0251.degrees latitude (g = 980.6199 gals.).
 CY0251
 CY0251.The modeled gravity was interpolated from observed gravity values.
 CY0251
 CY0251;                    North         East    Units  Estimated Accuracy
 CY0251;SPC AZ E     -   211,740.      290,770.      MT  (+/- 180 meters Scaled)
 CY0251
 CY0251                          SUPERSEDED SURVEY CONTROL
 CY0251
 CY0251  NGVD 29 (??/??/92) 1600.558  (m)         5251.16   (f) ADJ UNCH    2 0
 CY0251
 CY0251.Superseded values are not recommended for survey control.
 CY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0251.See file dsdata.txt to determine how the superseded data were derived.
 CY0251
 CY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB553421(NAD 83)
 CY0251_MARKER: DB = BENCH MARK DISK
 CY0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0251_STAMPING: L 40 1934
 CY0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0251+STABILITY: SURFACE MOTION
 CY0251
 CY0251  HISTORY     - Date     Condition        Report By
 CY0251  HISTORY     - 1934     MONUMENTED       CGS
 CY0251
 CY0251                          STATION DESCRIPTION
 CY0251
 CY0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0251'19.0 MI SW FROM CLIFTON.
 CY0251'19.0 MILES SOUTH WEST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 2.0
 CY0251'MILES NORTH EAST OF SUMMIT, ABOUT 400 FT. NORTH OF LARGE TIMBERED
 CY0251'HILL, ON SMALL OPEN FLAT, ABOUT 45 FT. NORTH WEST OF CENTER OF ANGLE
 CY0251'IN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0043 ***********************************************************************
 GP0043  DESIGNATION -  L 401
 GP0043  PID         -  GP0043
 GP0043  STATE/COUNTY-  AZ/NAVAJO
 GP0043  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0043
 GP0043                         *CURRENT SURVEY CONTROL
 GP0043  ___________________________________________________________________
 GP0043* NAD 83(1986)-  36 57 19.     (N)    110 12 42.     (W)     SCALED    
 GP0043* NAVD 88     -      1599.396  (meters)    5247.35   (feet)  ADJUSTED  
 GP0043  ___________________________________________________________________
 GP0043  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 GP0043  DYNAMIC HT  -        1597.555 (meters)    5241.31  (feet)  COMP
 GP0043  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 GP0043
 GP0043  VERT ORDER  -  FIRST     CLASS II
 GP0043
 GP0043.The horizontal coordinates were scaled from a topographic map and have
 GP0043.an estimated accuracy of +/- 6 seconds.
 GP0043
 GP0043.The orthometric height was determined by differential leveling
 GP0043.and adjusted in June 1991.
 GP0043
 GP0043.The geoid height was determined by GEOID03.
 GP0043
 GP0043.The dynamic height is computed by dividing the NAVD 88
 GP0043.geopotential number by the normal gravity value computed on the
 GP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0043.degrees latitude (g = 980.6199 gals.).
 GP0043
 GP0043.The modeled gravity was interpolated from observed gravity values.
 GP0043
 GP0043;                    North         East    Units  Estimated Accuracy
 GP0043;SPC AZ E     -   660,510.      209,350.      MT  (+/- 180 meters Scaled)
 GP0043
 GP0043                          SUPERSEDED SURVEY CONTROL
 GP0043
 GP0043  NGVD 29 (??/??/92) 1598.496  (m)         5244.40   (f) ADJ UNCH    1 2
 GP0043
 GP0043.Superseded values are not recommended for survey control.
 GP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0043.See file dsdata.txt to determine how the superseded data were derived.
 GP0043
 GP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF701902(NAD 83)
 GP0043_MARKER: DB = BENCH MARK DISK
 GP0043_SETTING: 66 = SET IN ROCK OUTCROP
 GP0043_SP_SET: ROCK CLIFF
 GP0043_STAMPING: L 401 1962
 GP0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0043+STABILITY: POSITION/ELEVATION WELL
 GP0043
 GP0043  HISTORY     - Date     Condition        Report By
 GP0043  HISTORY     - 1962     MONUMENTED       CGS
 GP0043  HISTORY     - 19851219 POOR             USGS
 GP0043
 GP0043                          STATION DESCRIPTION
 GP0043
 GP0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0043'8.85 MI SE FROM OLJETO.
 GP0043'6.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT OLJETO.
 GP0043'THENCE 2.15 MILE SOUTHEAST ALONG A SANDY TRAIL ROAD.  OR THE MARK MAY
 GP0043'BE REACHED BY GOING 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS
 GP0043'TRADING POST IN UTAH.  THENCE 4.7 MILES SOUTH ALONG UTAH STATE HIGHWAY
 GP0043'47 AND ARIZONA STATE HIGHWAY 464.  THENCE 0.65 MILE NORTHWEST ALONG A
 GP0043'SANDY TRAIL ROAD, AT THE NORTH POINT OF A SOLID ROCK MESA, 0.1 MILE
 GP0043'SOUTHWEST OF THE TRAIL ROAD, 20 FEET SOUTHEAST OF THE POINT OF THE
 GP0043'MESA, 5.7 FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE
 GP0043'LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF THE BASE OF A ROCK
 GP0043'CLIFF.
 GP0043
 GP0043                          STATION RECOVERY (1985)
 GP0043
 GP0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0043'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1268 ***********************************************************************
 DU1268  DESIGNATION -  L 403
 DU1268  PID         -  DU1268
 DU1268  STATE/COUNTY-  AZ/GILA
 DU1268  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1268
 DU1268                         *CURRENT SURVEY CONTROL
 DU1268  ___________________________________________________________________
 DU1268* NAD 83(1986)-  33 31 06.     (N)    110 52 54.     (W)     SCALED    
 DU1268* NAVD 88     -       977.003  (meters)    3205.38   (feet)  ADJUSTED  
 DU1268  ___________________________________________________________________
 DU1268  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DU1268  DYNAMIC HT  -         975.704 (meters)    3201.12  (feet)  COMP
 DU1268  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 DU1268
 DU1268  VERT ORDER  -  FIRST     CLASS II
 DU1268
 DU1268.The horizontal coordinates were scaled from a topographic map and have
 DU1268.an estimated accuracy of +/- 6 seconds.
 DU1268
 DU1268.The orthometric height was determined by differential leveling
 DU1268.and adjusted in June 1991.
 DU1268
 DU1268.The geoid height was determined by GEOID03.
 DU1268
 DU1268.The dynamic height is computed by dividing the NAVD 88
 DU1268.geopotential number by the normal gravity value computed on the
 DU1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1268.degrees latitude (g = 980.6199 gals.).
 DU1268
 DU1268.The modeled gravity was interpolated from observed gravity values.
 DU1268
 DU1268;                    North         East    Units  Estimated Accuracy
 DU1268;SPC AZ E     -   279,460.      146,940.      MT  (+/- 180 meters Scaled)
 DU1268
 DU1268                          SUPERSEDED SURVEY CONTROL
 DU1268
 DU1268.No superseded survey control is available for this station.
 DU1268
 DU1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC109087(NAD 83)
 DU1268_MARKER: DB = BENCH MARK DISK
 DU1268_SETTING: 66 = SET IN ROCK OUTCROP
 DU1268_SP_SET: ROCK OUTCROP
 DU1268_STAMPING: L 403 1979
 DU1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1268+STABILITY: POSITION/ELEVATION WELL
 DU1268
 DU1268  HISTORY     - Date     Condition        Report By
 DU1268  HISTORY     - 1979     MONUMENTED       NGS
 DU1268  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1268
 DU1268                          STATION DESCRIPTION
 DU1268
 DU1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1268'13.4 MI NW FROM GLOBE.
 DU1268'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1268'COURTHOUSE IN GLOBE, THENCE 8.8 MILES NORTH ALONG STATE HIGHWAY
 DU1268'88 (APACHE TRAIL), 23.1 FEET SOUTH OF THE CENTERLINE OF THE
 DU1268'HIGHWAY.
 DU1268'THE MARK IS 4.5 FT  S FROM A WITNESS POST.
 DU1268'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 DU1268
 DU1268                          STATION RECOVERY (2005)
 DU1268
 DU1268'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1268'NOT FOUND. ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0298 ***********************************************************************
 GP0298  DESIGNATION -  L 403
 GP0298  PID         -  GP0298
 GP0298  STATE/COUNTY-  AZ/COCONINO
 GP0298  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0298
 GP0298                         *CURRENT SURVEY CONTROL
 GP0298  ___________________________________________________________________
 GP0298* NAD 83(1986)-  36 42 28.     (N)    111 34 45.     (W)     SCALED    
 GP0298* NAVD 88     -      1829.316  (meters)    6001.68   (feet)  ADJUSTED  
 GP0298  ___________________________________________________________________
 GP0298  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0298  DYNAMIC HT  -        1827.104 (meters)    5994.42  (feet)  COMP
 GP0298  MODELED GRAV-     979,356.5   (mgal)                       NAVD 88
 GP0298
 GP0298  VERT ORDER  -  FIRST     CLASS II
 GP0298
 GP0298.The horizontal coordinates were scaled from a topographic map and have
 GP0298.an estimated accuracy of +/- 6 seconds.
 GP0298
 GP0298.The orthometric height was determined by differential leveling
 GP0298.and adjusted in June 1991.
 GP0298.WARNING-Repeat measurements at this control monument indicate possible
 GP0298.vertical movement.
 GP0298
 GP0298.The geoid height was determined by GEOID03.
 GP0298
 GP0298.The dynamic height is computed by dividing the NAVD 88
 GP0298.geopotential number by the normal gravity value computed on the
 GP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0298.degrees latitude (g = 980.6199 gals.).
 GP0298
 GP0298.The modeled gravity was interpolated from observed gravity values.
 GP0298
 GP0298;                    North         East    Units  Estimated Accuracy
 GP0298;SPC AZ C     -   633,100.      243,510.      MT  (+/- 180 meters Scaled)
 GP0298
 GP0298                          SUPERSEDED SURVEY CONTROL
 GP0298
 GP0298  NGVD 29 (??/??/92) 1828.347  (m)         5998.50   (f) ADJ UNCH    1 2
 GP0298
 GP0298.Superseded values are not recommended for survey control.
 GP0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0298.See file dsdata.txt to determine how the superseded data were derived.
 GP0298
 GP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF482626(NAD 83)
 GP0298_MARKER: DB = BENCH MARK DISK
 GP0298_SETTING: 66 = SET IN ROCK OUTCROP
 GP0298_SP_SET: ROCK OUTCROP
 GP0298_STAMPING: L 403 1962
 GP0298_MARK LOGO: CGS   
 GP0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0298
 GP0298  HISTORY     - Date     Condition        Report By
 GP0298  HISTORY     - 1962     MONUMENTED       CGS
 GP0298  HISTORY     - 1983     GOOD             NGS
 GP0298
 GP0298                          STATION DESCRIPTION
 GP0298
 GP0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0298'7.9 MI NE FROM BITTER SPRINGS.
 GP0298'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0298'STATION AT BITTER SPRINGS.  THENCE 7.7 MILES NORTHEAST ALONG U.S.
 GP0298'HIGHWAY 89 LEADING TO PAGE, 58 FEET WEST OF THE CENTERLINE OF THE
 GP0298'HIGHWAY, 50 FEET SOUTH OF THE SOUTH EDGE OF A PARKING AREA ON THE WEST
 GP0298'SIDE OF THE HIGHWAY, 46 FEET SOUTH OF A METAL WITNESS POST, 37 FEET
 GP0298'NORTH OF A 12-INCH CEDAR TREE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 GP0298'IN THE TOP OF A ROCK OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF
 GP0298'THE GROUND.
 GP0298
 GP0298                          STATION RECOVERY (1983)
 GP0298
 GP0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1159 ***********************************************************************
 DU1159  DESIGNATION -  L 404
 DU1159  PID         -  DU1159
 DU1159  STATE/COUNTY-  AZ/GILA
 DU1159  USGS QUAD   -  GLOBE (1982)
 DU1159
 DU1159                         *CURRENT SURVEY CONTROL
 DU1159  ___________________________________________________________________
 DU1159* NAD 83(1986)-  33 23 46.     (N)    110 46 16.     (W)     SCALED    
 DU1159* NAVD 88     -      1116.535  (meters)    3663.17   (feet)  ADJUSTED  
 DU1159  ___________________________________________________________________
 DU1159  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU1159  DYNAMIC HT  -        1115.019 (meters)    3658.19  (feet)  COMP
 DU1159  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 DU1159
 DU1159  VERT ORDER  -  FIRST     CLASS II
 DU1159
 DU1159.The horizontal coordinates were scaled from a topographic map and have
 DU1159.an estimated accuracy of +/- 6 seconds.
 DU1159
 DU1159.The orthometric height was determined by differential leveling
 DU1159.and adjusted in June 1991.
 DU1159
 DU1159.The geoid height was determined by GEOID03.
 DU1159
 DU1159.The dynamic height is computed by dividing the NAVD 88
 DU1159.geopotential number by the normal gravity value computed on the
 DU1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1159.degrees latitude (g = 980.6199 gals.).
 DU1159
 DU1159.The modeled gravity was interpolated from observed gravity values.
 DU1159
 DU1159;                    North         East    Units  Estimated Accuracy
 DU1159;SPC AZ E     -   265,840.      157,130.      MT  (+/- 180 meters Scaled)
 DU1159
 DU1159                          SUPERSEDED SURVEY CONTROL
 DU1159
 DU1159.No superseded survey control is available for this station.
 DU1159
 DU1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB212952(NAD 83)
 DU1159_MARKER: DB = BENCH MARK DISK
 DU1159_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1159+WITH SETTING: INFORMATION.
 DU1159_SP_SET: SHALLOW SET METAL ROD
 DU1159_STAMPING: L 404 1979
 DU1159_PROJECTION: FLUSH
 DU1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1159+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1159_ROD/PIPE-DEPTH: 1.22 meters
 DU1159
 DU1159  HISTORY     - Date     Condition        Report By
 DU1159  HISTORY     - 1979     MONUMENTED       NGS
 DU1159  HISTORY     - 20030416 GOOD             AZ-007
 DU1159  HISTORY     - 20061112 GOOD             GEOCAC
 DU1159
 DU1159                          STATION DESCRIPTION
 DU1159
 DU1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1159'IN GLOBE.
 DU1159'ACROSS U.S. HIGHWAY 60 FROM THE GILA COUNTY COURTHOUSE IN GLOBE
 DU1159'IN THE CENTER OF TWO SIGN BOARDS, 82.0 FEET NORTH OF THE CENTERLINE
 DU1159'OF THE HIGHWAY AND 9.7 FEET SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST
 DU1159'SUPPORT LEG OF THE EAST SIGN BOARD.  NOTE=REFUSAL WAS REACHED AT
 DU1159'4 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1159'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 DU1159
 DU1159                          STATION RECOVERY (2003)
 DU1159
 DU1159'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1159'RECOVERED. MONUMENT IS LOOSE.
 DU1159
 DU1159                          STATION RECOVERY (2006)
 DU1159
 DU1159'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1159'RECOVERED AS DESCRIBED. THE MARK IS LOOSE/WOBBLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0283 ***********************************************************************
 GP0283  FBN         -  This is a Federal Base Network Control Station.
 GP0283  DESIGNATION -  L 404
 GP0283  PID         -  GP0283
 GP0283  STATE/COUNTY-  AZ/COCONINO
 GP0283  USGS QUAD   -  LEES FERRY (1985)
 GP0283
 GP0283                         *CURRENT SURVEY CONTROL
 GP0283  ___________________________________________________________________
 GP0283* NAD 83(2007)-  36 51 58.31246(N)    111 30 12.23451(W)     ADJUSTED  
 GP0283* NAVD 88     -      1337.778  (meters)    4389.03   (feet)  ADJUSTED  
 GP0283  ___________________________________________________________________
 GP0283  EPOCH DATE  -        2007.00
 GP0283  X           -  -1,873,091.209 (meters)                     COMP
 GP0283  Y           -  -4,754,292.059 (meters)                     COMP
 GP0283  Z           -   3,806,312.458 (meters)                     COMP
 GP0283  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GP0283  ELLIP HEIGHT-        1314.377 (meters)          (02/10/07) ADJUSTED
 GP0283  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0283  DYNAMIC HT  -        1336.228 (meters)    4383.94  (feet)  COMP
 GP0283
 GP0283  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0283  Type    PID    Designation                      North   East  Ellip
 GP0283  -------------------------------------------------------------------
 GP0283  NETWORK GP0283 L 404                             0.22   0.16   0.49
 GP0283  -------------------------------------------------------------------
 GP0283  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 GP0283
 GP0283  VERT ORDER  -  FIRST     CLASS II
 GP0283
 GP0283.The horizontal coordinates were established by GPS observations
 GP0283.and adjusted by the National Geodetic Survey in February 2007.
 GP0283
 GP0283.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0283.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0283.The horizontal coordinates are valid at the epoch date displayed above.
 GP0283.The epoch date for horizontal control is a decimal equivalence
 GP0283.of Year/Month/Day.
 GP0283
 GP0283.The orthometric height was determined by differential leveling
 GP0283.and adjusted in June 1991.
 GP0283
 GP0283.Photographs are available for this station.
 GP0283
 GP0283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0283
 GP0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0283
 GP0283.The ellipsoidal height was determined by GPS observations
 GP0283.and is referenced to NAD 83.
 GP0283
 GP0283.The geoid height was determined by GEOID03.
 GP0283
 GP0283.The dynamic height is computed by dividing the NAVD 88
 GP0283.geopotential number by the normal gravity value computed on the
 GP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0283.degrees latitude (g = 980.6199 gals.).
 GP0283
 GP0283.The modeled gravity was interpolated from observed gravity values.
 GP0283
 GP0283;                    North         East     Units Scale Factor Converg.
 GP0283;SPC AZ C     -   650,702.434   250,206.454   MT  0.99991672   +0 14 52.6
 GP0283;SPC AZ C     - 2,134,850.51    820,887.32   iFT  0.99991672   +0 14 52.6
 GP0283;UTM  12      - 4,080,147.693   455,131.060   MT  0.99962480   -0 18 07.3
 GP0283
 GP0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0283!SPC AZ C     -   0.99979377  x   0.99991672  =   0.99971051
 GP0283!UTM  12      -   0.99979377  x   0.99962480  =   0.99941865
 GP0283
 GP0283                          SUPERSEDED SURVEY CONTROL
 GP0283
 GP0283  ELLIP H (09/30/99) 1314.370  (m)                       GP(       ) 3 1
 GP0283  NAD 83(1992)-  36 51 58.31358(N)    111 30 12.23214(W) AD(       ) B
 GP0283  NAD 83(1992)-  36 51 58.31254(N)    111 30 12.23396(W) AD(       ) A
 GP0283  ELLIP H (09/30/92) 1314.422  (m)                       GP(       ) 2 1
 GP0283  NAVD 88 (09/30/92) 1337.78   (m)         4389.0    (f) LEVELING    3  
 GP0283
 GP0283.Superseded values are not recommended for survey control.
 GP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0283.See file dsdata.txt to determine how the superseded data were derived.
 GP0283
 GP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5513180148(NAD 83)
 GP0283_MARKER: DB = BENCH MARK DISK
 GP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0283_SP_SET: CONCRETE POST
 GP0283_STAMPING: L 404 1962
 GP0283_MARK LOGO: NONE  
 GP0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0283+STABILITY: SURFACE MOTION
 GP0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0283+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0283
 GP0283  HISTORY     - Date     Condition        Report By
 GP0283  HISTORY     - 1962     MONUMENTED       CGS
 GP0283  HISTORY     - 1983     GOOD             NGS
 GP0283  HISTORY     - 19920203 GOOD             NGS
 GP0283  HISTORY     - 19951211 GOOD             CHANCE
 GP0283  HISTORY     - 19981119 GOOD             NGS
 GP0283  HISTORY     - 19981119 GOOD             NGS
 GP0283  HISTORY     - 19990426 GOOD             NGS
 GP0283  HISTORY     - 19990607 GOOD             NGS
 GP0283  HISTORY     - 20030524 GOOD             JCLS
 GP0283  HISTORY     - 20030529 GOOD             GRANCN
 GP0283  HISTORY     - 20040915 GOOD             NGS
 GP0283  HISTORY     - 20050401 GOOD             GRANCN
 GP0283
 GP0283                          STATION DESCRIPTION
 GP0283
 GP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0283'5.75 MI S FROM PAGE.
 GP0283'ABOUT 5.75 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0283'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  239 FEET NORTHEAST OF
 GP0283'HIGHWAY MILEPOST NUMBER 544, 125 FEET EAST OF THE CENTERLINE OF THE
 GP0283'HIGHWAY, 20 FEET NORTH-NORTHWEST OF THE CENTERLINE OF A PRIVATE TRACK
 GP0283'ROAD, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 GP0283'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0283'PROJECTING 6 INCHES.
 GP0283
 GP0283                          STATION RECOVERY (1983)
 GP0283
 GP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0283'RECOVERED IN GOOD CONDITION.  ADD--6.5 METERS (21.5 FT) EAST OF THE
 GP0283'RIGHT OF WAY FENCE.
 GP0283
 GP0283                          STATION RECOVERY (1992)
 GP0283
 GP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GP0283'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) SOUTH OF THE GLEN CANYON
 GP0283'BRIDGE LOCATED AT PAGE, 6.1 KM (3.8 MI) SOUTH OF THE JUNCTION OF U.S.
 GP0283'HIGHWAY 89L LEADING EAST AND U.S. HIGHWAY 89 LEADING SOUTH NEAR THE
 GP0283'SOUTHWEST EDGE OF PAGE, AT MILE POST 544, AND AT THE EAST SIDE OF THE
 GP0283'EAST RIGHT-OF-WAY FENCE OF THE HIGHWAY.  OWNERSHIP--PRESUMED TO BE
 GP0283'THE NAVAJO NATION.
 GP0283'TO REACH THE STATION FROM THE NORTHEAST END OF THE GLEN CANYON BRIDGE
 GP0283'LOCATED NEAR THE NORTHWEST EDGE OF PAGE, GO SOUTH ON HIGHWAY 89 FOR
 GP0283'9.3 KM (5.8 MI) TO MILE POST 544, THE STATION ON THE LEFT AND A
 GP0283'NAVAJO INDIAN RESERVATION MARKER ON THE RIGHT.
 GP0283'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GP0283'PROJECTING 7 CM ABOVE THE GROUND.  LOCATED 73.0 M (239.5 FT)
 GP0283'NORTHEAST OF MILE POST 544, 38.0 M (124.7 FT) EAST OF THE CENTERLINE
 GP0283'OF THE HIGHWAY, 6.5 M (21.3 FT) EAST OF RIGHT-OF-WAY FENCELINE, 6.5 M
 GP0283'(21.3 FT) EAST OF A FIBERGLASS WITNESS POST, 6 M (19.7 FT) NORTHEAST
 GP0283'OF THE CENTER OF A DIM TRACK ROAD AND 0.91 M (2.99 FT) ABOVE THE
 GP0283'LEVEL OF THE HIGHWAY.
 GP0283
 GP0283                          STATION RECOVERY (1995)
 GP0283
 GP0283'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 GP0283'RECOVERED AS DESCRIBED AND IN GOOD CONDITION THE WITNESS POST HAS BEEN
 GP0283'MOVED IN LINE WITH FENCELINE
 GP0283
 GP0283                          STATION RECOVERY (1998)
 GP0283
 GP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GP0283'RECOVERED AS DESCRIBED.  LOCATED 0.08 KM (0.05 MI) NORTHWEST OF US
 GP0283'HIGHWAY 89 MILEPOST 544.
 GP0283
 GP0283                          STATION RECOVERY (1998)
 GP0283
 GP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 GP0283'RECOVERED IN GOOD CONDITION.
 GP0283
 GP0283                          STATION RECOVERY (1999)
 GP0283
 GP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GP0283'RECOVERED AS DESCRIBED.
 GP0283
 GP0283                          STATION RECOVERY (1999)
 GP0283
 GP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GP0283'RECOVERED AS DESCRIBED.
 GP0283
 GP0283                          STATION RECOVERY (2003)
 GP0283
 GP0283'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 GP0283'RECOVERED IN GOOD CONDITION.
 GP0283
 GP0283                          STATION RECOVERY (2003)
 GP0283
 GP0283'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 GP0283'RECOVERED AS DESCRIBED.
 GP0283
 GP0283                          STATION RECOVERY (2004)
 GP0283
 GP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 GP0283'RECOVERED AS DESCRIBED
 GP0283
 GP0283                          STATION RECOVERY (2005)
 GP0283
 GP0283'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 GP0283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1194 ***********************************************************************
 DU1194  DESIGNATION -  L 405
 DU1194  PID         -  DU1194
 DU1194  STATE/COUNTY-  AZ/GILA
 DU1194  USGS QUAD   -  SEVENMILE MTS (1966)
 DU1194
 DU1194                         *CURRENT SURVEY CONTROL
 DU1194  ___________________________________________________________________
 DU1194* NAD 83(1986)-  33 37 06.     (N)    110 36 06.     (W)     SCALED    
 DU1194* NAVD 88     -      1473.821  (meters)    4835.36   (feet)  ADJUSTED  
 DU1194  ___________________________________________________________________
 DU1194  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DU1194  DYNAMIC HT  -        1471.748 (meters)    4828.56  (feet)  COMP
 DU1194  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 DU1194
 DU1194  VERT ORDER  -  FIRST     CLASS II
 DU1194
 DU1194.The horizontal coordinates were scaled from a topographic map and have
 DU1194.an estimated accuracy of +/- 6 seconds.
 DU1194
 DU1194.The orthometric height was determined by differential leveling
 DU1194.and adjusted in June 1991.
 DU1194
 DU1194.The geoid height was determined by GEOID03.
 DU1194
 DU1194.The dynamic height is computed by dividing the NAVD 88
 DU1194.geopotential number by the normal gravity value computed on the
 DU1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1194.degrees latitude (g = 980.6199 gals.).
 DU1194
 DU1194.The modeled gravity was interpolated from observed gravity values.
 DU1194
 DU1194;                    North         East    Units  Estimated Accuracy
 DU1194;SPC AZ E     -   290,410.      173,000.      MT  (+/- 180 meters Scaled)
 DU1194
 DU1194                          SUPERSEDED SURVEY CONTROL
 DU1194
 DU1194.No superseded survey control is available for this station.
 DU1194
 DU1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC369199(NAD 83)
 DU1194_MARKER: DB = BENCH MARK DISK
 DU1194_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1194+WITH SETTING: INFORMATION.
 DU1194_SP_SET: SHALLOW SET METAL ROD
 DU1194_STAMPING: L 405 1979
 DU1194_PROJECTION: FLUSH
 DU1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1194_ROD/PIPE-DEPTH: 1.52 meters
 DU1194
 DU1194  HISTORY     - Date     Condition        Report By
 DU1194  HISTORY     - 1979     MONUMENTED       NGS
 DU1194
 DU1194                          STATION DESCRIPTION
 DU1194
 DU1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1194'20.5 MI NE FROM GLOBE.
 DU1194'20.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1194'COURTHOUSE IN GLOBE, 58.4 FEET WEST OF A FENCE AND 38.6 FEET EAST
 DU1194'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 5
 DU1194'FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1194'THE MARK IS 2.3 FT  N FROM A WITNESS POST.
 DU1194'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0336 ***********************************************************************
 ER0336  DESIGNATION -  L 406
 ER0336  PID         -  ER0336
 ER0336  STATE/COUNTY-  AZ/APACHE
 ER0336  USGS QUAD   -  MC NARY (1985)
 ER0336
 ER0336                         *CURRENT SURVEY CONTROL
 ER0336  ___________________________________________________________________
 ER0336* NAD 83(1986)-  34 04 25.     (N)    109 50 53.     (W)     SCALED    
 ER0336* NAVD 88     -      2224.707  (meters)    7298.89   (feet)  ADJUSTED  
 ER0336  ___________________________________________________________________
 ER0336  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 ER0336  DYNAMIC HT  -        2221.243 (meters)    7287.53  (feet)  COMP
 ER0336  MODELED GRAV-     978,998.3   (mgal)                       NAVD 88
 ER0336
 ER0336  VERT ORDER  -  FIRST     CLASS II
 ER0336
 ER0336.The horizontal coordinates were scaled from a topographic map and have
 ER0336.an estimated accuracy of +/- 6 seconds.
 ER0336
 ER0336.The orthometric height was determined by differential leveling
 ER0336.and adjusted in June 1991.
 ER0336
 ER0336.The geoid height was determined by GEOID03.
 ER0336
 ER0336.The dynamic height is computed by dividing the NAVD 88
 ER0336.geopotential number by the normal gravity value computed on the
 ER0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0336.degrees latitude (g = 980.6199 gals.).
 ER0336
 ER0336.The modeled gravity was interpolated from observed gravity values.
 ER0336
 ER0336;                    North         East    Units  Estimated Accuracy
 ER0336;SPC AZ E     -   340,860.      242,770.      MT  (+/- 180 meters Scaled)
 ER0336
 ER0336                          SUPERSEDED SURVEY CONTROL
 ER0336
 ER0336.No superseded survey control is available for this station.
 ER0336
 ER0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC062709(NAD 83)
 ER0336_MARKER: DB = BENCH MARK DISK
 ER0336_SETTING: 66 = SET IN ROCK OUTCROP
 ER0336_SP_SET: ROCK OUTCROP
 ER0336_STAMPING: L 406 1979
 ER0336_MARK LOGO: NGS   
 ER0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0336+STABILITY: POSITION/ELEVATION WELL
 ER0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0336+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 ER0336
 ER0336  HISTORY     - Date     Condition        Report By
 ER0336  HISTORY     - 1979     MONUMENTED       NGS
 ER0336  HISTORY     - 1983     GOOD             NGS
 ER0336  HISTORY     - 20070321 GOOD             USPSQD
 ER0336
 ER0336                          STATION DESCRIPTION
 ER0336
 ER0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0336'0.3 MI EAST FROM MCNARY.
 ER0336'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0336'AND THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 260, 305 FEET WEST OF
 ER0336'THE NORTH END OF A 4-FOOT CORRUGATED STEEL PIPE CULVERT LEADING SOUTH
 ER0336'UNDER THE HIGHWAY, 55.6 FEET NORTHWEST OF HIGHWAY MILE MARKER 361,
 ER0336'AND 48.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0336'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 ER0336'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 ER0336
 ER0336                          STATION RECOVERY (1983)
 ER0336
 ER0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0336'RECOVERED IN GOOD CONDITION.
 ER0336
 ER0336                          STATION RECOVERY (2007)
 ER0336
 ER0336'RECOVERY NOTE BY US POWER SQUADRON 2007 (PDF)
 ER0336'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1215 ***********************************************************************
 DU1215  DESIGNATION -  L 407
 DU1215  PID         -  DU1215
 DU1215  STATE/COUNTY-  AZ/GILA
 DU1215  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1215
 DU1215                         *CURRENT SURVEY CONTROL
 DU1215  ___________________________________________________________________
 DU1215* NAD 83(1986)-  33 48 29.     (N)    110 28 24.     (W)     SCALED    
 DU1215* NAVD 88     -      1346.126  (meters)    4416.42   (feet)  ADJUSTED  
 DU1215  ___________________________________________________________________
 DU1215  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DU1215  DYNAMIC HT  -        1344.263 (meters)    4410.30  (feet)  COMP
 DU1215  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 DU1215
 DU1215  VERT ORDER  -  FIRST     CLASS II
 DU1215
 DU1215.The horizontal coordinates were scaled from a topographic map and have
 DU1215.an estimated accuracy of +/- 6 seconds.
 DU1215
 DU1215.The orthometric height was determined by differential leveling
 DU1215.and adjusted in June 1991.
 DU1215
 DU1215.The geoid height was determined by GEOID03.
 DU1215
 DU1215.The dynamic height is computed by dividing the NAVD 88
 DU1215.geopotential number by the normal gravity value computed on the
 DU1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1215.degrees latitude (g = 980.6199 gals.).
 DU1215
 DU1215.The modeled gravity was interpolated from observed gravity values.
 DU1215
 DU1215;                    North         East    Units  Estimated Accuracy
 DU1215;SPC AZ E     -   311,410.      184,970.      MT  (+/- 180 meters Scaled)
 DU1215
 DU1215                          SUPERSEDED SURVEY CONTROL
 DU1215
 DU1215.No superseded survey control is available for this station.
 DU1215
 DU1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC487409(NAD 83)
 DU1215_MARKER: DB = BENCH MARK DISK
 DU1215_SETTING: 66 = SET IN ROCK OUTCROP
 DU1215_SP_SET: ROCK OUTCROP
 DU1215_STAMPING: L 407 1979
 DU1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1215+STABILITY: POSITION/ELEVATION WELL
 DU1215
 DU1215  HISTORY     - Date     Condition        Report By
 DU1215  HISTORY     - 1979     MONUMENTED       NGS
 DU1215  HISTORY     - 19960918 GOOD             USPSQD
 DU1215
 DU1215                          STATION DESCRIPTION
 DU1215
 DU1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1215'41.3 MI NE FROM GLOBE.
 DU1215'3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1215'IN SALT RIVER CANYON, 51.5 FEET WEST AND ACROSS THE HIGHWAY FROM A
 DU1215'GUARD RAIL AND 27.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1215'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES FROM THE GILA COUNTY
 DU1215'COURTHOUSE IN GLOBE.
 DU1215'THE MARK IS 2 FT  N FROM A WITNESS POST.
 DU1215'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1215
 DU1215                          STATION RECOVERY (1996)
 DU1215
 DU1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0446 ***********************************************************************
 DT0446  DESIGNATION -  L 408
 DT0446  PID         -  DT0446
 DT0446  STATE/COUNTY-  AZ/NAVAJO
 DT0446  USGS QUAD   -  WHITERIVER (1984)
 DT0446
 DT0446                         *CURRENT SURVEY CONTROL
 DT0446  ___________________________________________________________________
 DT0446* NAD 83(1986)-  33 51 42.     (N)    109 57 52.     (W)     SCALED    
 DT0446* NAVD 88     -      1632.626  (meters)    5356.37   (feet)  ADJUSTED  
 DT0446  ___________________________________________________________________
 DT0446  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 DT0446  DYNAMIC HT  -        1630.232 (meters)    5348.52  (feet)  COMP
 DT0446  MODELED GRAV-     979,112.3   (mgal)                       NAVD 88
 DT0446
 DT0446  VERT ORDER  -  FIRST     CLASS II
 DT0446
 DT0446.The horizontal coordinates were scaled from a topographic map and have
 DT0446.an estimated accuracy of +/- 6 seconds.
 DT0446
 DT0446.The orthometric height was determined by differential leveling
 DT0446.and adjusted in June 1991.
 DT0446
 DT0446.The geoid height was determined by GEOID03.
 DT0446
 DT0446.The dynamic height is computed by dividing the NAVD 88
 DT0446.geopotential number by the normal gravity value computed on the
 DT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0446.degrees latitude (g = 980.6199 gals.).
 DT0446
 DT0446.The modeled gravity was interpolated from observed gravity values.
 DT0446
 DT0446;                    North         East    Units  Estimated Accuracy
 DT0446;SPC AZ E     -   317,330.      232,070.      MT  (+/- 180 meters Scaled)
 DT0446
 DT0446                          SUPERSEDED SURVEY CONTROL
 DT0446
 DT0446.No superseded survey control is available for this station.
 DT0446
 DT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC957473(NAD 83)
 DT0446_MARKER: DB = BENCH MARK DISK
 DT0446_SETTING: 66 = SET IN ROCK OUTCROP
 DT0446_SP_SET: ROCK OUTCROP
 DT0446_STAMPING: L 408 1979
 DT0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0446+STABILITY: POSITION/ELEVATION WELL
 DT0446
 DT0446  HISTORY     - Date     Condition        Report By
 DT0446  HISTORY     - 1979     MONUMENTED       NGS
 DT0446
 DT0446                          STATION DESCRIPTION
 DT0446
 DT0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0446'1.8 MI NORTH FROM WHITERIVER.
 DT0446'1.8 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0446'HEADQUARTERS IN WHITERIVER, 54.2 FEET NORTHWEST OF THE WEST LEG
 DT0446'OF A SIGN (SPEED LIMIT 50), 50.8 FEET EAST OF A BARBED WIRE FENCE,
 DT0446'AND 39.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0472 ***********************************************************************
 DT0472  DESIGNATION -  L 409
 DT0472  PID         -  DT0472
 DT0472  STATE/COUNTY-  AZ/APACHE
 DT0472  USGS QUAD   -  ALPINE (1991)
 DT0472
 DT0472                         *CURRENT SURVEY CONTROL
 DT0472  ___________________________________________________________________
 DT0472* NAD 83(1986)-  33 51 26.     (N)    109 09 32.     (W)     SCALED    
 DT0472* NAVD 88     -      2456.933  (meters)    8060.79   (feet)  ADJUSTED  
 DT0472  ___________________________________________________________________
 DT0472  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0472  DYNAMIC HT  -        2452.894 (meters)    8047.54  (feet)  COMP
 DT0472  MODELED GRAV-     978,903.6   (mgal)                       NAVD 88
 DT0472
 DT0472  VERT ORDER  -  FIRST     CLASS II
 DT0472
 DT0472.The horizontal coordinates were scaled from a topographic map and have
 DT0472.an estimated accuracy of +/- 6 seconds.
 DT0472
 DT0472.The orthometric height was determined by differential leveling
 DT0472.and adjusted in June 1991.
 DT0472
 DT0472.The geoid height was determined by GEOID03.
 DT0472
 DT0472.The dynamic height is computed by dividing the NAVD 88
 DT0472.geopotential number by the normal gravity value computed on the
 DT0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0472.degrees latitude (g = 980.6199 gals.).
 DT0472
 DT0472.The modeled gravity was interpolated from observed gravity values.
 DT0472
 DT0472;                    North         East    Units  Estimated Accuracy
 DT0472;SPC AZ E     -   317,280.      306,610.      MT  (+/- 180 meters Scaled)
 DT0472
 DT0472                          SUPERSEDED SURVEY CONTROL
 DT0472
 DT0472.No superseded survey control is available for this station.
 DT0472
 DT0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC703478(NAD 83)
 DT0472_MARKER: I = METAL ROD
 DT0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0472_SP_SET: STAINLESS STEEL ROD
 DT0472_STAMPING: L 409 1980
 DT0472_PROJECTION: FLUSH
 DT0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0472_ROD/PIPE-DEPTH: 9.1  meters
 DT0472
 DT0472  HISTORY     - Date     Condition        Report By
 DT0472  HISTORY     - 1980     MONUMENTED       NGS
 DT0472  HISTORY     - 20050729 GOOD             USPSQD
 DT0472
 DT0472                          STATION DESCRIPTION
 DT0472
 DT0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0472'1.6 KM NW FROM ALPINE.
 DT0472'1.6 KM (1.0 MI) NORTHWEST ALONG U. S. HIGHWAY 180 FROM THE
 DT0472'POST OFFICE IN ALPINE, 1.0 KM (0.6 MI) NORTHWEST OF MILE
 DT0472'POST 426, 29.8 METERS (97.8 FT) SOUTH OF THE CENTERLINE OF THE
 DT0472'HIGHWAY, 15.2 METERS (49.9 FT) EAST OF THE CENTER OF A DRIVEWAY
 DT0472'LEADING SOUTH, 12.9 METERS (42.3 FT) EAST OF A FENCE CORNER, 0.5
 DT0472'METERS (1.6 FT) NORTH OF A FENCE AND 17.8 METERS (58.4 FT) EAST OF
 DT0472'THE CENTER OF A PAVED DRIVEWAY LEADING WEST.  ACCESS TO THE DATUM
 DT0472'POINT IS THOROUGH A 5-INCH LOGO CAP.
 DT0472'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 DT0472'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DT0472
 DT0472                          STATION RECOVERY (2005)
 DT0472
 DT0472'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0187 ***********************************************************************
 ER0187  DESIGNATION -  L 41
 ER0187  PID         -  ER0187
 ER0187  STATE/COUNTY-  AZ/APACHE
 ER0187  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0187
 ER0187                         *CURRENT SURVEY CONTROL
 ER0187  ___________________________________________________________________
 ER0187* NAD 83(1986)-  34 00 23.     (N)    109 11 14.     (W)     SCALED    
 ER0187* NAVD 88     -      2282.887  (meters)    7489.77   (feet)  ADJUSTED  
 ER0187  ___________________________________________________________________
 ER0187  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 ER0187  DYNAMIC HT  -        2279.258 (meters)    7477.87  (feet)  COMP
 ER0187  MODELED GRAV-     978,964.5   (mgal)                       NAVD 88
 ER0187
 ER0187  VERT ORDER  -  FIRST     CLASS II
 ER0187
 ER0187.The horizontal coordinates were scaled from a topographic map and have
 ER0187.an estimated accuracy of +/- 6 seconds.
 ER0187
 ER0187.The orthometric height was determined by differential leveling
 ER0187.and adjusted in June 1991.
 ER0187
 ER0187.The geoid height was determined by GEOID03.
 ER0187
 ER0187.The dynamic height is computed by dividing the NAVD 88
 ER0187.geopotential number by the normal gravity value computed on the
 ER0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0187.degrees latitude (g = 980.6199 gals.).
 ER0187
 ER0187.The modeled gravity was interpolated from observed gravity values.
 ER0187
 ER0187;                    North         East    Units  Estimated Accuracy
 ER0187;SPC AZ E     -   333,800.      303,830.      MT  (+/- 180 meters Scaled)
 ER0187
 ER0187                          SUPERSEDED SURVEY CONTROL
 ER0187
 ER0187  NGVD 29 (??/??/92) 2281.873  (m)         7486.44   (f) ADJ UNCH    1 2
 ER0187
 ER0187.Superseded values are not recommended for survey control.
 ER0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0187.See file dsdata.txt to determine how the superseded data were derived.
 ER0187
 ER0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC674643(NAD 83)
 ER0187_MARKER: DB = BENCH MARK DISK
 ER0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0187_STAMPING: L 41 1934
 ER0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0187+STABILITY: SURFACE MOTION
 ER0187
 ER0187  HISTORY     - Date     Condition        Report By
 ER0187  HISTORY     - 1934     MONUMENTED       CGS
 ER0187  HISTORY     - 1935     GOOD             NGS
 ER0187  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0187
 ER0187                          STATION DESCRIPTION
 ER0187
 ER0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ER0187'4.2 MI N FROM NUTRIOSO.
 ER0187'4.2 MILES NORTH ALONG U.S. HIGHWAY 260 AND 666 FROM NUTRIOSO, APACHE
 ER0187'COUNTY, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A
 ER0187'ROW OF POLES, AND 7 FEET EAST OF A FENCE LINE.  A STANDARD DISK,
 ER0187'STAMPED L 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ER0187
 ER0187                          STATION RECOVERY (1969)
 ER0187
 ER0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0346 ***********************************************************************
 ER0346  DESIGNATION -  L 410
 ER0346  PID         -  ER0346
 ER0346  STATE/COUNTY-  AZ/APACHE
 ER0346  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0346
 ER0346                         *CURRENT SURVEY CONTROL
 ER0346  ___________________________________________________________________
 ER0346* NAD 83(1986)-  34 02 54.     (N)    109 43 08.     (W)     SCALED    
 ER0346* NAVD 88     -      2425.831  (meters)    7958.75   (feet)  ADJUSTED  
 ER0346  ___________________________________________________________________
 ER0346  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 ER0346  DYNAMIC HT  -        2421.946 (meters)    7946.00  (feet)  COMP
 ER0346  MODELED GRAV-     978,946.4   (mgal)                       NAVD 88
 ER0346
 ER0346  VERT ORDER  -  FIRST     CLASS II
 ER0346
 ER0346.The horizontal coordinates were scaled from a topographic map and have
 ER0346.an estimated accuracy of +/- 6 seconds.
 ER0346
 ER0346.The orthometric height was determined by differential leveling
 ER0346.and adjusted in June 1991.
 ER0346
 ER0346.The geoid height was determined by GEOID03.
 ER0346
 ER0346.The dynamic height is computed by dividing the NAVD 88
 ER0346.geopotential number by the normal gravity value computed on the
 ER0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0346.degrees latitude (g = 980.6199 gals.).
 ER0346
 ER0346.The modeled gravity was interpolated from observed gravity values.
 ER0346
 ER0346;                    North         East    Units  Estimated Accuracy
 ER0346;SPC AZ E     -   338,110.      254,700.      MT  (+/- 180 meters Scaled)
 ER0346
 ER0346                          SUPERSEDED SURVEY CONTROL
 ER0346
 ER0346.No superseded survey control is available for this station.
 ER0346
 ER0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC182682(NAD 83)
 ER0346_MARKER: I = METAL ROD
 ER0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0346_SP_SET: STAINLESS STEEL ROD
 ER0346_STAMPING: L 410 1980
 ER0346_PROJECTION: FLUSH
 ER0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0346_ROD/PIPE-DEPTH: 6.1  meters
 ER0346
 ER0346  HISTORY     - Date     Condition        Report By
 ER0346  HISTORY     - 1980     MONUMENTED       NGS
 ER0346
 ER0346                          STATION DESCRIPTION
 ER0346
 ER0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0346'14.0 KM EAST FROM MCNARY.
 ER0346'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0346'OFFICE IN MCNARY, THENCE 13.9 KM (8.65 MI) EAST ALONG
 ER0346'STATE HIGHWAY 260, 1.0 KM (0.65 MI) EAST OF THE JUNCTION
 ER0346'OF STATE HIGHWAY 473, 0.4 KM (0.25 MI) EAST OF MILE POST
 ER0346'369, 30.3 METERS (99.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ER0346'AND 0.4 METERS (1.3 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 ER0346'6.1 METERS (20.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 ER0346'5-INCH LOGO CAP.
 ER0346'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0346'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0356 ***********************************************************************
 ER0356  DESIGNATION -  L 411
 ER0356  PID         -  ER0356
 ER0356  STATE/COUNTY-  AZ/APACHE
 ER0356  USGS QUAD   -  GREENS PEAK (1969)
 ER0356
 ER0356                         *CURRENT SURVEY CONTROL
 ER0356  ___________________________________________________________________
 ER0356* NAD 83(1986)-  34 03 04.     (N)    109 34 37.     (W)     SCALED    
 ER0356* NAVD 88     -      2791.453  (meters)    9158.29   (feet)  ADJUSTED  
 ER0356  ___________________________________________________________________
 ER0356  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 ER0356  DYNAMIC HT  -        2786.800 (meters)    9143.03  (feet)  COMP
 ER0356  MODELED GRAV-     978,867.1   (mgal)                       NAVD 88
 ER0356
 ER0356  VERT ORDER  -  FIRST     CLASS II
 ER0356
 ER0356.The horizontal coordinates were scaled from a topographic map and have
 ER0356.an estimated accuracy of +/- 6 seconds.
 ER0356
 ER0356.The orthometric height was determined by differential leveling
 ER0356.and adjusted in June 1991.
 ER0356
 ER0356.The geoid height was determined by GEOID03.
 ER0356
 ER0356.The dynamic height is computed by dividing the NAVD 88
 ER0356.geopotential number by the normal gravity value computed on the
 ER0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0356.degrees latitude (g = 980.6199 gals.).
 ER0356
 ER0356.The modeled gravity was interpolated from observed gravity values.
 ER0356
 ER0356;                    North         East    Units  Estimated Accuracy
 ER0356;SPC AZ E     -   338,480.      267,800.      MT  (+/- 180 meters Scaled)
 ER0356
 ER0356                          SUPERSEDED SURVEY CONTROL
 ER0356
 ER0356.No superseded survey control is available for this station.
 ER0356
 ER0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC313687(NAD 83)
 ER0356_MARKER: DB = BENCH MARK DISK
 ER0356_SETTING: 66 = SET IN ROCK OUTCROP
 ER0356_SP_SET: ROCK OUTCROP
 ER0356_STAMPING: L 411 1980
 ER0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0356+STABILITY: POSITION/ELEVATION WELL
 ER0356
 ER0356  HISTORY     - Date     Condition        Report By
 ER0356  HISTORY     - 1980     MONUMENTED       NGS
 ER0356
 ER0356                          STATION DESCRIPTION
 ER0356
 ER0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0356'28.9 KM WEST FROM EAGAR.
 ER0356'0.2 KM (0.1 MI) SOUTH ALONG U.S HIGHWAY 180 B FROM THE POST
 ER0356'OFFICE IN EAGAR, THENCE 28.7 KM (17.85 MI) WEST ALONG STATE
 ER0356'HIGHWAY 260, 0.8 KM (0.5 MI) WEST OF MILE POST 379, O.5
 ER0356'KM (0.3 MI) SOUTHWEST OF A CATTLE GUARD ACROSS THE HIGHWAY,
 ER0356'IN TOP OF THE SOUTHEAST END OF A 500 FT STRIP OF BEDROCK IN THE
 ER0356'SOUTHWEST END OF A CLEARING, 33.6 METERS (110.5 FT) WEST OF THE
 ER0356'NORTHWEST END OF A 2 FT GALVANIZED PIPE CULVERT, 30.5 METERS (100.0
 ER0356'FT) SOUTHWEST OF THE NORTHEAST END OF THE BEDROCK AND 20.4 METERS
 ER0356'(66.9 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 ER0356'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 ER0356'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1015 ***********************************************************************
 DU1015  DESIGNATION -  L 414
 DU1015  PID         -  DU1015
 DU1015  STATE/COUNTY-  AZ/MARICOPA
 DU1015  USGS QUAD   -  GILA BUTTE NW (1981)
 DU1015
 DU1015                         *CURRENT SURVEY CONTROL
 DU1015  ___________________________________________________________________
 DU1015* NAD 83(1986)-  33 10 17.     (N)    111 52 59.     (W)     SCALED    
 DU1015* NAVD 88     -       362.97   (+/-2cm)    1190.8    (feet)  VERTCON   
 DU1015  ___________________________________________________________________
 DU1015  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1015
 DU1015.The horizontal coordinates were scaled from a topographic map and have
 DU1015.an estimated accuracy of +/- 6 seconds.
 DU1015
 DU1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1015.The vertical order pertains to the NGVD 29 superseded value.
 DU1015
 DU1015.The geoid height was determined by GEOID03.
 DU1015
 DU1015;                    North         East    Units  Estimated Accuracy
 DU1015;SPC AZ C     -   240,760.      216,500.      MT  (+/- 180 meters Scaled)
 DU1015
 DU1015                          SUPERSEDED SURVEY CONTROL
 DU1015
 DU1015  NGVD 29 (??/??/92)  362.486  (m)         1189.26   (f) ADJ UNCH    2 0
 DU1015
 DU1015.Superseded values are not recommended for survey control.
 DU1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1015.See file dsdata.txt to determine how the superseded data were derived.
 DU1015
 DU1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB176706(NAD 83)
 DU1015_MARKER: DB = BENCH MARK DISK
 DU1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1015_STAMPING: L 414 1962
 DU1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1015+STABILITY: SURFACE MOTION
 DU1015
 DU1015  HISTORY     - Date     Condition        Report By
 DU1015  HISTORY     - 1962     MONUMENTED       CGS
 DU1015
 DU1015                          STATION DESCRIPTION
 DU1015
 DU1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1015'17.9 MI SW FROM CHANDLER.
 DU1015'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1015'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU1015'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 9.0 MILES
 DU1015'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP
 DU1015'OF PROPOSED INTERSTATE HIGHWAY 10, IN THE CENTER OF THE TRACK ROAD,
 DU1015'ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST
 DU1015'PROJECTING 2 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 DU1015'SOUTHERN PACIFIC CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER
 DU1015'BY GOING 7.1 MILES WEST ALONG A CONCRETE PAVED ROAD, THENCE 6.2 MILES
 DU1015'SOUTHWEST ALONG AN ASPHALT PAVED ROAD TO A POWER LINE CROSSING AND A
 DU1015'TRACK ROAD LEADING SOUTHEAST ALONG THE POWER LINE, THENCE 5.8 MILES
 DU1015'SOUTHEAST ALONG THE TRACK ROAD, THENCE 0.2 MILE NORTHWEST ALONG A
 DU1015'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0967 ***********************************************************************
 DV0967  DESIGNATION -  L 415 61
 DV0967  PID         -  DV0967
 DV0967  STATE/COUNTY-  AZ/MARICOPA
 DV0967  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 DV0967
 DV0967                         *CURRENT SURVEY CONTROL
 DV0967  ___________________________________________________________________
 DV0967* NAD 83(1986)-  33 30 19.     (N)    112 58 18.     (W)     SCALED    
 DV0967* NAVD 88     -       361.74   (+/-2cm)    1186.8    (feet)  VERTCON   
 DV0967  ___________________________________________________________________
 DV0967  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0967
 DV0967.The horizontal coordinates were scaled from a topographic map and have
 DV0967.an estimated accuracy of +/- 6 seconds.
 DV0967
 DV0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0967.The vertical order pertains to the NGVD 29 superseded value.
 DV0967
 DV0967.The geoid height was determined by GEOID03.
 DV0967
 DV0967;                    North         East    Units  Estimated Accuracy
 DV0967;SPC AZ C     -   278,280.      115,340.      MT  (+/- 180 meters Scaled)
 DV0967
 DV0967                          SUPERSEDED SURVEY CONTROL
 DV0967
 DV0967  NGVD 29 (??/??/92)  361.090  (m)         1184.68   (f) ADJ UNCH    2 0
 DV0967
 DV0967.Superseded values are not recommended for survey control.
 DV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0967.See file dsdata.txt to determine how the superseded data were derived.
 DV0967
 DV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC168090(NAD 83)
 DV0967_MARKER: DB = BENCH MARK DISK
 DV0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0967_STAMPING: L 415 61 1962
 DV0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0967+STABILITY: SURFACE MOTION
 DV0967
 DV0967  HISTORY     - Date     Condition        Report By
 DV0967  HISTORY     - 1962     MONUMENTED       CGS
 DV0967  HISTORY     - 19860501 MARK NOT FOUND   USGS
 DV0967
 DV0967                          STATION DESCRIPTION
 DV0967
 DV0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0967'2.65 MI NW FROM TONOPAH.
 DV0967'1.85 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0967'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, IN THE CENTER OF THE MEDIAN
 DV0967'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 57 FEET WEST OF THE CENTER OF
 DV0967'THE ROAD, 22 FEET WEST OF A FENCE, 1.1 FEET NORTHWEST OF A METAL
 DV0967'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0967
 DV0967                          STATION RECOVERY (1986)
 DV0967
 DV0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SDC)
 DV0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1392 ***********************************************************************
 CZ1392  DESIGNATION -  L 416
 CZ1392  PID         -  CZ1392
 CZ1392  STATE/COUNTY-  AZ/PINAL
 CZ1392  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1392
 CZ1392                         *CURRENT SURVEY CONTROL
 CZ1392  ___________________________________________________________________
 CZ1392* NAD 83(1986)-  32 55 31.     (N)    111 41 26.     (W)     SCALED    
 CZ1392* NAVD 88     -       431.74   (+/-2cm)    1416.5    (feet)  VERTCON   
 CZ1392  ___________________________________________________________________
 CZ1392  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1392
 CZ1392.The horizontal coordinates were scaled from a topographic map and have
 CZ1392.an estimated accuracy of +/- 6 seconds.
 CZ1392
 CZ1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1392.The vertical order pertains to the NGVD 29 superseded value.
 CZ1392
 CZ1392.The geoid height was determined by GEOID03.
 CZ1392
 CZ1392;                    North         East    Units  Estimated Accuracy
 CZ1392;SPC AZ C     -   213,490.      234,510.      MT  (+/- 180 meters Scaled)
 CZ1392
 CZ1392                          SUPERSEDED SURVEY CONTROL
 CZ1392
 CZ1392  NGVD 29 (??/??/92)  431.216  (m)         1414.75   (f) ADJ UNCH    2 0
 CZ1392
 CZ1392.Superseded values are not recommended for survey control.
 CZ1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1392.See file dsdata.txt to determine how the superseded data were derived.
 CZ1392
 CZ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB354432(NAD 83)
 CZ1392_MARKER: DB = BENCH MARK DISK
 CZ1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1392_STAMPING: L 416 1962
 CZ1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1392+STABILITY: SURFACE MOTION
 CZ1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1392+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1392
 CZ1392  HISTORY     - Date     Condition        Report By
 CZ1392  HISTORY     - 1962     MONUMENTED       CGS
 CZ1392  HISTORY     - 1977     GOOD             USGS
 CZ1392  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1392
 CZ1392                          STATION DESCRIPTION
 CZ1392
 CZ1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1392'7.30 MI NE FROM CASA GRANDE.
 CZ1392'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1392'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1392'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1392'CANAL FOR 2.05 MILES TO CROSSROADS, THENCE NORTHWEST ALONG DIRT ROAD
 CZ1392'FOR 1.15 MILES TO THE MARK, 2.8 FT NORTH OF A STEEL WITNESS POST, A
 CZ1392'STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CZ1392
 CZ1392                          STATION RECOVERY (1977)
 CZ1392
 CZ1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1392'FOLLOWING NOTE SHOULD BE ADDED. ROAD MENTIONED IN FINAL (THENCE)
 CZ1392'REFERENCE IS NOW CENTER DIVIDER OF INTERSTATE 10. BM IS 1.15 MI SE.
 CZ1392'OF MCCARTNEY RD. OVERPASS.
 CZ1392
 CZ1392                          STATION RECOVERY (2007)
 CZ1392
 CZ1392'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1479 ***********************************************************************
 CZ1479  DESIGNATION -  L 418
 CZ1479  PID         -  CZ1479
 CZ1479  STATE/COUNTY-  AZ/COCHISE
 CZ1479  USGS QUAD   -  SAN PEDRO RANCH (1985)
 CZ1479
 CZ1479                         *CURRENT SURVEY CONTROL
 CZ1479  ___________________________________________________________________
 CZ1479* NAD 83(1986)-  32 00 34.     (N)    110 07 55.     (W)     SCALED    
 CZ1479* NAVD 88     -      1360.349  (meters)    4463.08   (feet)  ADJUSTED  
 CZ1479  ___________________________________________________________________
 CZ1479  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CZ1479  DYNAMIC HT  -        1358.271 (meters)    4456.26  (feet)  COMP
 CZ1479  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 CZ1479  OBS GRAVITY -     979,064.8   (mgal)                       GRAV_OBS
 CZ1479
 CZ1479  VERT ORDER  -  FIRST     CLASS II
 CZ1479
 CZ1479.The horizontal coordinates were scaled from a topographic map and have
 CZ1479.an estimated accuracy of +/- 6 seconds.
 CZ1479
 CZ1479.The orthometric height was determined by differential leveling
 CZ1479.and adjusted in June 1991.
 CZ1479
 CZ1479.The geoid height was determined by GEOID03.
 CZ1479
 CZ1479.The dynamic height is computed by dividing the NAVD 88
 CZ1479.geopotential number by the normal gravity value computed on the
 CZ1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1479.degrees latitude (g = 980.6199 gals.).
 CZ1479
 CZ1479.The modeled gravity was interpolated from observed gravity values.
 CZ1479.The observed gravity was obtained from relative gravimeter ties
 CZ1479.to the IGSN71 gravity network.
 CZ1479
 CZ1479;                    North         East    Units  Estimated Accuracy
 CZ1479;SPC AZ E     -   111,920.      216,640.      MT  (+/- 180 meters Scaled)
 CZ1479
 CZ1479                          SUPERSEDED SURVEY CONTROL
 CZ1479
 CZ1479.No superseded survey control is available for this station.
 CZ1479
 CZ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA819418(NAD 83)
 CZ1479_MARKER: DB = BENCH MARK DISK
 CZ1479_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1479_SP_SET: ROCK OUTCROP
 CZ1479_STAMPING: L 418 1979
 CZ1479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1479+STABILITY: POSITION/ELEVATION WELL
 CZ1479
 CZ1479  HISTORY     - Date     Condition        Report By
 CZ1479  HISTORY     - 1979     MONUMENTED       NGS
 CZ1479
 CZ1479                          STATION DESCRIPTION
 CZ1479
 CZ1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1479'17.9 KM NE FROM BENSON.
 CZ1479'17.9 KILOMETERS (11.15 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1479'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT A ROCK CUT IN THE
 CZ1479'WESTBOUND TRAFFIC LANE, IN TOP OF AND ON THE HIGHEST POINT OF A
 CZ1479'MASSIVE GRANITE OUTCROP, 29.6 METERS (97 FEET) NORTHWEST OF THE
 CZ1479'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 29.0 METERS (95 FEET)
 CZ1479'SOUTHEAST OF THE FIRST TELEPHONE POLE NO. 3 SOUTHWEST OF A RAVINE,
 CZ1479'1.8 METERS (6.0 FEET) SOUTH OF THE SIXTH STEEL FENCE POST SOUTHWEST
 CZ1479'OF A RAVINE AND 1.6 METERS (5.5 FEET) SOUTHEAST OF THE NORTHWEST
 CZ1479'RIGHT-OF-WAY FENCE.
 CZ1479'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 CZ1479'THE MARK IS 10 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0856 ***********************************************************************
 CG0856  DESIGNATION -  L 419
 CG0856  PID         -  CG0856
 CG0856  STATE/COUNTY-  AZ/PIMA
 CG0856  USGS QUAD   -  GREEN VALLEY (1981)
 CG0856
 CG0856                         *CURRENT SURVEY CONTROL
 CG0856  ___________________________________________________________________
 CG0856* NAD 83(1986)-  31 52 12.     (N)    110 58 15.     (W)     SCALED    
 CG0856* NAVD 88     -       861.634  (meters)    2826.88   (feet)  ADJUSTED  
 CG0856  ___________________________________________________________________
 CG0856  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0856  DYNAMIC HT  -         860.386 (meters)    2822.78  (feet)  COMP
 CG0856  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 CG0856
 CG0856  VERT ORDER  -  FIRST     CLASS II
 CG0856
 CG0856.The horizontal coordinates were scaled from a topographic map and have
 CG0856.an estimated accuracy of +/- 6 seconds.
 CG0856
 CG0856.The orthometric height was determined by differential leveling
 CG0856.and adjusted in June 1991.
 CG0856
 CG0856.The geoid height was determined by GEOID03.
 CG0856
 CG0856.The dynamic height is computed by dividing the NAVD 88
 CG0856.geopotential number by the normal gravity value computed on the
 CG0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0856.degrees latitude (g = 980.6199 gals.).
 CG0856
 CG0856.The modeled gravity was interpolated from observed gravity values.
 CG0856
 CG0856;                    North         East    Units  Estimated Accuracy
 CG0856;SPC AZ C     -    96,840.      302,850.      MT  (+/- 180 meters Scaled)
 CG0856
 CG0856                          SUPERSEDED SURVEY CONTROL
 CG0856
 CG0856.No superseded survey control is available for this station.
 CG0856
 CG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA027260(NAD 83)
 CG0856_MARKER: DB = BENCH MARK DISK
 CG0856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0856_SP_SET: STAINLESS STEEL ROD
 CG0856_STAMPING: L 419 1980
 CG0856_PROJECTION: FLUSH
 CG0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0856_ROD/PIPE-DEPTH: 7.6  meters
 CG0856
 CG0856  HISTORY     - Date     Condition        Report By
 CG0856  HISTORY     - 1980     MONUMENTED       NGS
 CG0856  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 CG0856
 CG0856                          STATION DESCRIPTION
 CG0856
 CG0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0856'2.1 KM NORTH FROM CONTINENTAL.
 CG0856'2.1 KILOMETERS (1.3 MILE) NORTH ALONG THE SOUTHERN PACIFIC
 CG0856'RAILROAD FROM THE CROSSING OF WHITE HOUSE CANYON ROAD AT
 CG0856'CONTINENTAL, 15.8 (51.9 FEET) NORTH OF RAILROAD MILEPOST
 CG0856'1009, 11.4 METERS (37.4 FEET) WEST OF THE WEST RAIL, 7.8
 CG0856'METERS (25.6 FEET) EAST OF THE OLD HIGHWAY CENTERLINE AND IN
 CG0856'LINE WITH ROW 36 OF A PECAN ORCHARD ON THE WEST SIDE OF THE
 CG0856'HIGHWAY.
 CG0856'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CG0856'THE MARK IS 1 M BELOW THE RAILS.
 CG0856
 CG0856                          STATION RECOVERY (1995)
 CG0856
 CG0856'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0202 ***********************************************************************
 CF0202  DESIGNATION -  L 420
 CF0202  PID         -  CF0202
 CF0202  STATE/COUNTY-  AZ/COCHISE
 CF0202  USGS QUAD   -  PEARCE (1985)
 CF0202
 CF0202                         *CURRENT SURVEY CONTROL
 CF0202  ___________________________________________________________________
 CF0202* NAD 83(2007)-  31 54 27.51243(N)    109 48 47.85231(W)     ADJUSTED  
 CF0202* NAVD 88     -      1332.966  (meters)    4373.24   (feet)  ADJUSTED  
 CF0202  ___________________________________________________________________
 CF0202  EPOCH DATE  -        2007.00
 CF0202  X           -  -1,837,341.392 (meters)                     COMP
 CF0202  Y           -  -5,099,699.596 (meters)                     COMP
 CF0202  Z           -   3,352,432.190 (meters)                     COMP
 CF0202  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CF0202  ELLIP HEIGHT-        1305.704 (meters)          (02/10/07) ADJUSTED
 CF0202  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CF0202  DYNAMIC HT  -        1330.915 (meters)    4366.51  (feet)  COMP
 CF0202
 CF0202  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0202  Type    PID    Designation                      North   East  Ellip
 CF0202  -------------------------------------------------------------------
 CF0202  NETWORK CF0202 L 420                             0.65   0.51   1.61
 CF0202  -------------------------------------------------------------------
 CF0202  MODELED GRAV-     979,054.5   (mgal)                       NAVD 88
 CF0202
 CF0202  VERT ORDER  -  FIRST     CLASS II
 CF0202
 CF0202.The horizontal coordinates were established by GPS observations
 CF0202.and adjusted by the National Geodetic Survey in February 2007.
 CF0202
 CF0202.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0202.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0202.The horizontal coordinates are valid at the epoch date displayed above.
 CF0202.The epoch date for horizontal control is a decimal equivalence
 CF0202.of Year/Month/Day.
 CF0202
 CF0202.The orthometric height was determined by differential leveling
 CF0202.and adjusted in June 1991.
 CF0202
 CF0202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0202
 CF0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0202
 CF0202.The ellipsoidal height was determined by GPS observations
 CF0202.and is referenced to NAD 83.
 CF0202
 CF0202.The geoid height was determined by GEOID03.
 CF0202
 CF0202.The dynamic height is computed by dividing the NAVD 88
 CF0202.geopotential number by the normal gravity value computed on the
 CF0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0202.degrees latitude (g = 980.6199 gals.).
 CF0202
 CF0202.The modeled gravity was interpolated from observed gravity values.
 CF0202
 CF0202;                    North         East     Units Scale Factor Converg.
 CF0202;SPC AZ E     -   100,681.351   246,781.633   MT  0.99991377   +0 11 12.4
 CF0202;SPC AZ E     -   330,319.39    809,651.03   iFT  0.99991377   +0 11 12.4
 CF0202;UTM  12      - 3,530,812.854   612,206.666   MT  0.99975527   +0 37 38.3
 CF0202
 CF0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0202!SPC AZ E     -   0.99979502  x   0.99991377  =   0.99970881
 CF0202!UTM  12      -   0.99979502  x   0.99975527  =   0.99955034
 CF0202
 CF0202                          SUPERSEDED SURVEY CONTROL
 CF0202
 CF0202  NAD 83(1992)-  31 54 27.51207(N)    109 48 47.85184(W) AD(       ) A
 CF0202  ELLIP H (03/22/05) 1305.715  (m)                       GP(       ) 4 1
 CF0202  NAVD 88 (03/22/05) 1332.97   (m)         4373.3    (f) LEVELING    3  
 CF0202
 CF0202.Superseded values are not recommended for survey control.
 CF0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0202.See file dsdata.txt to determine how the superseded data were derived.
 CF0202
 CF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1220730813(NAD 83)
 CF0202_MARKER: DB = BENCH MARK DISK
 CF0202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0202_SP_SET: STAINLESS STEEL ROD
 CF0202_STAMPING: L 420 1980
 CF0202_MARK LOGO: NGS   
 CF0202_PROJECTION: FLUSH
 CF0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0202+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0202_ROD/PIPE-DEPTH: 3.05 meters
 CF0202
 CF0202  HISTORY     - Date     Condition        Report By
 CF0202  HISTORY     - 1980     MONUMENTED       NGS
 CF0202  HISTORY     - 20031030 GOOD             AZ-003
 CF0202  HISTORY     - 20060506 GOOD             NGS
 CF0202
 CF0202                          STATION DESCRIPTION
 CF0202
 CF0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0202'3.4 KM SE FROM PEARCE.
 CF0202'3.4 KILOMETERS (2.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666 FROM
 CF0202'THE POST OFFICE IN PEARCE, ALSO 0.55 KILOMETER (0.35 MILE) NORTHWEST
 CF0202'OF A Y-JUNCTION, ON THE INSIDE OF A HIGHWAY CURVE, 14.9 METERS
 CF0202'(49 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.4 METERS
 CF0202'(31 FEET) EAST OF HIGHWAY MILEPOST 46, 0.4 METER (1.5 FEET)
 CF0202'WEST OF THE RIGHT-OF-WAY FENCE.
 CF0202'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0202'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 CF0202
 CF0202                          STATION RECOVERY (2003)
 CF0202
 CF0202'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CF0202'RECOVERED AS DESCRIBED
 CF0202
 CF0202                          STATION RECOVERY (2006)
 CF0202
 CF0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0202'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0233 ***********************************************************************
 CF0233  DESIGNATION -  L 421
 CF0233  PID         -  CF0233
 CF0233  STATE/COUNTY-  AZ/COCHISE
 CF0233  USGS QUAD   -  MC NEAL (1986)
 CF0233
 CF0233                         *CURRENT SURVEY CONTROL
 CF0233  ___________________________________________________________________
 CF0233* NAD 83(1986)-  31 34 44.     (N)    109 40 04.     (W)     SCALED    
 CF0233* NAVD 88     -      1269.029  (meters)    4163.47   (feet)  ADJUSTED  
 CF0233  ___________________________________________________________________
 CF0233  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0233  DYNAMIC HT  -        1267.055 (meters)    4157.00  (feet)  COMP
 CF0233  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 CF0233
 CF0233  VERT ORDER  -  FIRST     CLASS II
 CF0233
 CF0233.The horizontal coordinates were scaled from a topographic map and have
 CF0233.an estimated accuracy of +/- 6 seconds.
 CF0233
 CF0233.The orthometric height was determined by differential leveling
 CF0233.and adjusted in June 1991.
 CF0233
 CF0233.The geoid height was determined by GEOID03.
 CF0233
 CF0233.The dynamic height is computed by dividing the NAVD 88
 CF0233.geopotential number by the normal gravity value computed on the
 CF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0233.degrees latitude (g = 980.6199 gals.).
 CF0233
 CF0233.The modeled gravity was interpolated from observed gravity values.
 CF0233
 CF0233;                    North         East    Units  Estimated Accuracy
 CF0233;SPC AZ E     -    64,290.      260,710.      MT  (+/- 180 meters Scaled)
 CF0233
 CF0233                          SUPERSEDED SURVEY CONTROL
 CF0233
 CF0233.No superseded survey control is available for this station.
 CF0233
 CF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV264945(NAD 83)
 CF0233_MARKER: DB = BENCH MARK DISK
 CF0233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0233_SP_SET: STAINLESS STEEL ROD
 CF0233_STAMPING: L 421 1980
 CF0233_PROJECTION: FLUSH
 CF0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0233_ROD/PIPE-DEPTH: 3.0  meters
 CF0233
 CF0233  HISTORY     - Date     Condition        Report By
 CF0233  HISTORY     - 1980     MONUMENTED       NGS
 CF0233
 CF0233                          STATION DESCRIPTION
 CF0233
 CF0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0233'2.5 KM SOUTH FROM MCNEAL.
 CF0233'2.5 KILOMETERS (1.55 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0233'THE POST OFFICE IN MCNEAL, 0.25 KILOMETER (0.15 MILE) NORTH
 CF0233'OF A POWERLINE CROSSING, 0.1 KILOMETER (0.05 MILE) NORTH OF
 CF0233'A DIRT ROAD LEADING EAST, IN LINE WITH A ROW OF POWER POLES,
 CF0233'25.6 METERS (84 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CF0233'34.4 METERS (113 FEET) SOUTH OF POWER POLE NUMBER 4, 28.2
 CF0233'METERS (92.5 FEET) NORTH OF POWER POLE NUMBER 3, 18.6 METERS
 CF0233'(61 FEET) EAST OF HIGHWAY MILEPOST 17, 4.6 METERS (15 FEET)
 CF0233'WEST OF THE RIGHT-OF-WAY FENCE.
 CF0233'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CF0233'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1161 ***********************************************************************
 DA1161  DESIGNATION -  L 422
 DA1161  PID         -  DA1161
 DA1161  STATE/COUNTY-  AZ/MARICOPA
 DA1161  USGS QUAD   -  GILA BEND (1973)
 DA1161
 DA1161                         *CURRENT SURVEY CONTROL
 DA1161  ___________________________________________________________________
 DA1161* NAD 83(1986)-  32 57 22.     (N)    112 39 28.     (W)     SCALED    
 DA1161* NAVD 88     -       250.728  (meters)     822.60   (feet)  ADJUSTED  
 DA1161  ___________________________________________________________________
 DA1161  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA1161  DYNAMIC HT  -         250.429 (meters)     821.62  (feet)  COMP
 DA1161  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 DA1161
 DA1161  VERT ORDER  -  FIRST     CLASS II
 DA1161
 DA1161.The horizontal coordinates were scaled from a topographic map and have
 DA1161.an estimated accuracy of +/- 6 seconds.
 DA1161
 DA1161.The orthometric height was determined by differential leveling
 DA1161.and adjusted in June 1991.
 DA1161
 DA1161.The geoid height was determined by GEOID03.
 DA1161
 DA1161.The dynamic height is computed by dividing the NAVD 88
 DA1161.geopotential number by the normal gravity value computed on the
 DA1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1161.degrees latitude (g = 980.6199 gals.).
 DA1161
 DA1161.The modeled gravity was interpolated from observed gravity values.
 DA1161
 DA1161;                    North         East    Units  Estimated Accuracy
 DA1161;SPC AZ C     -   217,130.      144,070.      MT  (+/- 180 meters Scaled)
 DA1161
 DA1161                          SUPERSEDED SURVEY CONTROL
 DA1161
 DA1161.No superseded survey control is available for this station.
 DA1161
 DA1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB450476(NAD 83)
 DA1161_MARKER: DB = BENCH MARK DISK
 DA1161_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1161_SP_SET: ABUTMENT
 DA1161_STAMPING: L 422 1980
 DA1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1161+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1161
 DA1161  HISTORY     - Date     Condition        Report By
 DA1161  HISTORY     - 1980     MONUMENTED       NGS
 DA1161  HISTORY     - 19941202 GOOD             USPSQD
 DA1161  HISTORY     - 20070603 GOOD             GEOCAC
 DA1161
 DA1161                          STATION DESCRIPTION
 DA1161
 DA1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1161'5.7 KM NE FROM GILA BEND.
 DA1161'5.7 KILOMETERS (3.5 MILES) NORTHEAST ALONG THE SOUTHERN PACIFIC
 DA1161'RAILROAD FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, 0.3
 DA1161'KILOMETER (0.2 MILE) NORTHEAST OF RAILROAD MILE POST 859, SET IN TOP
 DA1161'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD
 DA1161'BRIDGE 859.22, 1.8 METERS (6 FEET) NORTHWEST OF THE NORTHWEST RAIL.
 DA1161'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA1161
 DA1161                          STATION RECOVERY (1994)
 DA1161
 DA1161'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1161'RECOVERED IN GOOD CONDITION.
 DA1161
 DA1161                          STATION RECOVERY (2007)
 DA1161
 DA1161'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0881 ***********************************************************************
 CG0881  DESIGNATION -  L 423
 CG0881  PID         -  CG0881
 CG0881  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0881  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0881
 CG0881                         *CURRENT SURVEY CONTROL
 CG0881  ___________________________________________________________________
 CG0881* NAD 83(1986)-  31 29 38.     (N)    111 00 26.     (W)     SCALED    
 CG0881* NAVD 88     -      1035.662  (meters)    3397.83   (feet)  ADJUSTED  
 CG0881  ___________________________________________________________________
 CG0881  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0881  DYNAMIC HT  -        1034.080 (meters)    3392.64  (feet)  COMP
 CG0881  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 CG0881
 CG0881  VERT ORDER  -  FIRST     CLASS II
 CG0881
 CG0881.The horizontal coordinates were scaled from a topographic map and have
 CG0881.an estimated accuracy of +/- 6 seconds.
 CG0881
 CG0881.The orthometric height was determined by differential leveling
 CG0881.and adjusted in June 1991.
 CG0881
 CG0881.The geoid height was determined by GEOID03.
 CG0881
 CG0881.The dynamic height is computed by dividing the NAVD 88
 CG0881.geopotential number by the normal gravity value computed on the
 CG0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0881.degrees latitude (g = 980.6199 gals.).
 CG0881
 CG0881.The modeled gravity was interpolated from observed gravity values.
 CG0881
 CG0881;                    North         East    Units  Estimated Accuracy
 CG0881;SPC AZ C     -    55,110.      299,760.      MT  (+/- 180 meters Scaled)
 CG0881
 CG0881                          SUPERSEDED SURVEY CONTROL
 CG0881
 CG0881.No superseded survey control is available for this station.
 CG0881
 CG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV993843(NAD 83)
 CG0881_MARKER: DB = BENCH MARK DISK
 CG0881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0881_SP_SET: STAINLESS STEEL ROD
 CG0881_STAMPING: L 423 1980
 CG0881_PROJECTION: FLUSH
 CG0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0881_ROD/PIPE-DEPTH: 7.0  meters
 CG0881
 CG0881  HISTORY     - Date     Condition        Report By
 CG0881  HISTORY     - 1980     MONUMENTED       NGS
 CG0881
 CG0881                          STATION DESCRIPTION
 CG0881
 CG0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0881'9.4 KM SE FROM TUMACACORI.
 CG0881'9.4 KILOMETERS (5.9 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0881'FROM THE INTERCHANGE BRIDGE AT TUMACACORI, 1.4 KILOMETERS (0.9 MILE)
 CG0881'SOUTH OF THE PECK CANYON ROAD OVERPASS BRIDGE, 0.1 KILOMETER (0.05
 CG0881'MILE) SOUTH OF KILOMETER POST 21, AT THE SOUTHBOUND SIGN READING
 CG0881'RIO RICO DRIVE-CALABASAS RD 3, NOGALES 21, 30.5 METERS (99 FEET)
 CG0881'WEST OF THE CENTERLINE OF THE SOUTHBOUND TRAFFIC LANE, 15.4 METERS
 CG0881'(51 FEET) NORTHWEST OF THE WEST POST SUPPORTING THE SIGN, 7.1 METERS
 CG0881'(23.4 FEET) NORTHWEST OF MILE POST 13, 6.2 METERS (20.3 FEET)
 CG0881'SOUTHEAST OF THE CENTER OF A 0.6-METER (2-FOOT) MANHOLE COVER AND
 CG0881'0.5 METER (1.6 FEET) EAST OF THE WEST RIGHT-OF-WAY FENCE.
 CG0881'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CG0881'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1453 ***********************************************************************
 CZ1453  DESIGNATION -  L 424
 CZ1453  PID         -  CZ1453
 CZ1453  STATE/COUNTY-  AZ/PINAL
 CZ1453  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1453
 CZ1453                         *CURRENT SURVEY CONTROL
 CZ1453  ___________________________________________________________________
 CZ1453* NAD 83(1986)-  32 38 51.     (N)    111 23 29.     (W)     SCALED    
 CZ1453* NAVD 88     -       546.157  (meters)    1791.85   (feet)  ADJUSTED  
 CZ1453  ___________________________________________________________________
 CZ1453  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ1453  DYNAMIC HT  -         545.461 (meters)    1789.57  (feet)  COMP
 CZ1453  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 CZ1453  OBS GRAVITY -     979,348.4   (mgal)                       GRAV_OBS
 CZ1453
 CZ1453  VERT ORDER  -  FIRST     CLASS II
 CZ1453
 CZ1453.The horizontal coordinates were scaled from a topographic map and have
 CZ1453.an estimated accuracy of +/- 6 seconds.
 CZ1453
 CZ1453.The orthometric height was determined by differential leveling
 CZ1453.and adjusted in June 1991.
 CZ1453
 CZ1453.The geoid height was determined by GEOID03.
 CZ1453
 CZ1453.The dynamic height is computed by dividing the NAVD 88
 CZ1453.geopotential number by the normal gravity value computed on the
 CZ1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1453.degrees latitude (g = 980.6199 gals.).
 CZ1453
 CZ1453.The modeled gravity was interpolated from observed gravity values.
 CZ1453.The observed gravity was obtained from relative gravimeter ties
 CZ1453.to the IGSN71 gravity network.
 CZ1453
 CZ1453;                    North         East    Units  Estimated Accuracy
 CZ1453;SPC AZ C     -   182,790.      262,640.      MT  (+/- 180 meters Scaled)
 CZ1453
 CZ1453                          SUPERSEDED SURVEY CONTROL
 CZ1453
 CZ1453.No superseded survey control is available for this station.
 CZ1453
 CZ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB632122(NAD 83)
 CZ1453_MARKER: DV = VERTICAL CONTROL DISK
 CZ1453_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CZ1453+WITH SETTING: INFORMATION.
 CZ1453_SP_SET: METAL ROD DRIVEN INTO GROUND
 CZ1453_STAMPING: L 424 1980
 CZ1453_MARK LOGO: NGS   
 CZ1453_PROJECTION: FLUSH
 CZ1453_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1453+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ1453_ROD/PIPE-DEPTH: 1.2  meters
 CZ1453
 CZ1453  HISTORY     - Date     Condition        Report By
 CZ1453  HISTORY     - 1980     MONUMENTED       NGS
 CZ1453  HISTORY     - 1981     GOOD             NGS
 CZ1453  HISTORY     - 1981     GOOD             NGS
 CZ1453  HISTORY     - 1984     GOOD             NGS
 CZ1453  HISTORY     - 19911205 GOOD             NGS
 CZ1453  HISTORY     - 20040513 GOOD             NGS
 CZ1453
 CZ1453                          STATION DESCRIPTION
 CZ1453
 CZ1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1453'62.1 KM NW FROM TUCSON.
 CZ1453'THE MARK IS 1 M ABOVE THE PARKING LOT.
 CZ1453'62.1 KILOMETERS (38.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1453'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ1453'SOUTHWEST OF THE RAILROAD, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF THE
 CZ1453'T-JUNCTION OF PICACHO PEAK ROAD WITH A FRONTAGE ROAD, AT A STUCKEY
 CZ1453'PECAN SHOP, 34.5 METERS (113 FEET) SOUTHWEST OF THE SOUTH CORNER OF
 CZ1453'AND IN LINE WITH THE SOUTHEAST FACE OF THE BUILDING, 10.5 METERS
 CZ1453'(34.5 FEET) SOUTH OF THE SOUTH CORNER OF THE CONCRETE APRON FOR THE
 CZ1453'GAS PUMPS, 5.0 METERS (16.5 FEET) NORTHWEST OF A FIRE HYDRANT AND
 CZ1453'0.4 METER (1.3 FEET) EAST OF STUCKEYS WEST PROPERTY LINE FENCE.
 CZ1453'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 CZ1453
 CZ1453                          STATION RECOVERY (1981)
 CZ1453
 CZ1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CZ1453'RECOVERED IN GOOD CONDITION.
 CZ1453
 CZ1453                          STATION RECOVERY (1981)
 CZ1453
 CZ1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CZ1453'RECOVERED IN GOOD CONDITION.
 CZ1453
 CZ1453                          STATION RECOVERY (1984)
 CZ1453
 CZ1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1453'RECOVERED IN GOOD CONDITION AS DESCRIBED IN L24555 PART 4 EXCEPT DEPTH
 CZ1453'OF ROD SHOULD BE 1.2 METERS INSTEAD OF 1.2 INCHES.
 CZ1453
 CZ1453                          STATION RECOVERY (1991)
 CZ1453
 CZ1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1453'12.4 KM (7.70 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1453'POST OFFICE IN PICACHO, 150.0 M (492.1 FT) SOUTHEAST OF THE
 CZ1453'CENTERLINE OF PICACHO PEAK ROAD (INTERSTATE HIGHWAY 10 EXIT 219),
 CZ1453'78.8 M (258.5 FT) SOUTHWEST OF THE ROAD CENTERLINE, 28.1 M (92.2 FT)
 CZ1453'WEST-SOUTHWEST OF THE SOUTH CORNER OF THE DAIRY QUEEN TRAVEL CENTER,
 CZ1453'5.0 M (16.4 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, 2.8 M (9.2 FT)
 CZ1453'SOUTHWEST OF THE SOUTHWEST EDGE OF A PARKING AREA, 0.6 M (2.0 FT)
 CZ1453'ABOVE THE LEVEL OF THE PARKING LOT, 0.5 M (1.6 FT) EAST OF A FENCE,
 CZ1453'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 CZ1453'IN A 4-INCH PVC PIPE WITH SCREW CAP AT 1.2 METERS AND IS FLUSH WITH
 CZ1453'THE GROUND SURFACE.  THE MONUMENT IS ON PROPERTY OWNED BY BOWLINS
 CZ1453'PICACHO PEAK DAIRY QUEEN TRAVEL CENTER, P.O. BOX 278, PICACHO, AZ
 CZ1453'85241.  TELEPHONE NUMBER (602)466-7787.  MANAGER AL HEDMAN.
 CZ1453
 CZ1453                          STATION RECOVERY (2004)
 CZ1453
 CZ1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1453'SOME OF DIRECTIONS AWRY.  MARK IS IN LINE WITH SSW FACE OF ORIGINAL
 CZ1453'BLDG., 28 M SSW OF SOUTH CORNER OF BLDG. AND 5 M NW OF FIRE HYDRANT.
 CZ1453'WITNESS POST IS GONE.  PVC PIPE IS ENCASED IN CONCRETE WHICH PROJECTS
 CZ1453'A FEW CM AND PVC SCREW CAP IS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1605 ***********************************************************************
 DU1605  DESIGNATION -  L 43
 DU1605  PID         -  DU1605
 DU1605  STATE/COUNTY-  AZ/NAVAJO
 DU1605  USGS QUAD   -  CANYON DAY (1978)
 DU1605
 DU1605                         *CURRENT SURVEY CONTROL
 DU1605  ___________________________________________________________________
 DU1605* NAD 83(1986)-  33 47 24.     (N)    110 00 05.     (W)     SCALED    
 DU1605* NAVD 88     -      1526.567  (meters)    5008.41   (feet)  ADJUSTED  
 DU1605  ___________________________________________________________________
 DU1605  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 DU1605  DYNAMIC HT  -        1524.352 (meters)    5001.14  (feet)  COMP
 DU1605  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 DU1605
 DU1605  VERT ORDER  -  FIRST     CLASS II
 DU1605
 DU1605.The horizontal coordinates were scaled from a topographic map and have
 DU1605.an estimated accuracy of +/- 6 seconds.
 DU1605
 DU1605.The orthometric height was determined by differential leveling
 DU1605.and adjusted in June 1991.
 DU1605
 DU1605.The geoid height was determined by GEOID03.
 DU1605
 DU1605.The dynamic height is computed by dividing the NAVD 88
 DU1605.geopotential number by the normal gravity value computed on the
 DU1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1605.degrees latitude (g = 980.6199 gals.).
 DU1605
 DU1605.The modeled gravity was interpolated from observed gravity values.
 DU1605
 DU1605;                    North         East    Units  Estimated Accuracy
 DU1605;SPC AZ E     -   309,380.      228,670.      MT  (+/- 180 meters Scaled)
 DU1605
 DU1605                          SUPERSEDED SURVEY CONTROL
 DU1605
 DU1605  NGVD 29 (??/??/92) 1525.856  (m)         5006.08   (f) ADJ UNCH    1 2
 DU1605
 DU1605.Superseded values are not recommended for survey control.
 DU1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1605.See file dsdata.txt to determine how the superseded data were derived.
 DU1605
 DU1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC924393(NAD 83)
 DU1605_MARKER: DB = BENCH MARK DISK
 DU1605_SETTING: 66 = SET IN ROCK OUTCROP
 DU1605_SP_SET: LARGE ROCK
 DU1605_STAMPING: L 43 1934
 DU1605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1605+STABILITY: POSITION/ELEVATION WELL
 DU1605
 DU1605  HISTORY     - Date     Condition        Report By
 DU1605  HISTORY     - 1934     MONUMENTED       CGS
 DU1605  HISTORY     - 1967     GOOD             NGS
 DU1605  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU1605
 DU1605                          STATION DESCRIPTION
 DU1605
 DU1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU1605'3.8 MI SW FROM WHITERIVER.
 DU1605'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO
 DU1605'COUNTY, 750 FEET SOUTH OF THE FORT APACHE GARAGE BUILDINGS, AT THE
 DU1605'JUNCTION WITH THE ROAD LEADING TO FORT APACHE, 94 FEET EAST OF THE
 DU1605'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTH EDGE OF A LARGE
 DU1605'ROCK.  A STANDARD DISK, STAMPED L 43 1934.
 DU1605
 DU1605                          STATION RECOVERY (1967)
 DU1605
 DU1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1605'RECOVERED IN GOOD CONDITION.
 DU1605
 DU1605                          STATION RECOVERY (1979)
 DU1605
 DU1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1605'NOTE=AREA AT DESCRIBED LOCATION HAS BEEN GRADED AND WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0847 ***********************************************************************
 CG0847  DESIGNATION -  L 430
 CG0847  PID         -  CG0847
 CG0847  STATE/COUNTY-  AZ/COCHISE
 CG0847  USGS QUAD   -  BENSON (1983)
 CG0847
 CG0847                         *CURRENT SURVEY CONTROL
 CG0847  ___________________________________________________________________
 CG0847* NAD 83(2007)-  31 58 13.52217(N)    110 18 20.19683(W)     ADJUSTED  
 CG0847* NAVD 88     -      1103.112  (meters)    3619.13   (feet)  ADJUSTED  
 CG0847  ___________________________________________________________________
 CG0847  EPOCH DATE  -        2007.00
 CG0847  X           -  -1,879,746.416 (meters)                     COMP
 CG0847  Y           -  -5,080,086.085 (meters)                     COMP
 CG0847  Z           -   3,358,218.932 (meters)                     COMP
 CG0847  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CG0847  ELLIP HEIGHT-        1075.201 (meters)          (11/28/08) ADJUSTED
 CG0847  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0847  DYNAMIC HT  -        1101.465 (meters)    3613.72  (feet)  COMP
 CG0847  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 CG0847  OBS GRAVITY -     979,113.0   (mgal)                       GRAV_OBS
 CG0847
 CG0847  HORZ ORDER  -  B
 CG0847  VERT ORDER  -  FIRST     CLASS II
 CG0847  ELLP ORDER  -  FOURTH    CLASS II
 CG0847
 CG0847.The horizontal coordinates were established by GPS observations
 CG0847.and adjusted by the National Geodetic Survey in November 2008.
 CG0847
 CG0847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0847.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0847.The horizontal coordinates are valid at the epoch date displayed above.
 CG0847.The epoch date for horizontal control is a decimal equivalence
 CG0847.of Year/Month/Day.
 CG0847
 CG0847.The orthometric height was determined by differential leveling
 CG0847.and adjusted in June 1991.
 CG0847
 CG0847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0847
 CG0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0847
 CG0847.The ellipsoidal height was determined by GPS observations
 CG0847.and is referenced to NAD 83.
 CG0847
 CG0847.The geoid height was determined by GEOID03.
 CG0847
 CG0847.The dynamic height is computed by dividing the NAVD 88
 CG0847.geopotential number by the normal gravity value computed on the
 CG0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0847.degrees latitude (g = 980.6199 gals.).
 CG0847
 CG0847.The modeled gravity was interpolated from observed gravity values.
 CG0847.The observed gravity was obtained from relative gravimeter ties
 CG0847.to the IGSN71 gravity network.
 CG0847
 CG0847;                    North         East     Units Scale Factor Converg.
 CG0847;SPC AZ E     -   107,596.071   200,227.881   MT  0.99990213   -0 04 24.8
 CG0847;SPC AZ E     -   353,005.48    656,915.62   iFT  0.99990213   -0 04 24.8
 CG0847;UTM  12      - 3,537,367.812   565,610.582   MT  0.99965309   +0 22 03.6
 CG0847
 CG0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0847!SPC AZ E     -   0.99983120  x   0.99990213  =   0.99973335
 CG0847!UTM  12      -   0.99983120  x   0.99965309  =   0.99948435
 CG0847
 CG0847                          SUPERSEDED SURVEY CONTROL
 CG0847
 CG0847  NAVD 88 (11/28/08) 1103.11   (m)         3619.1    (f) LEVELING    3  
 CG0847
 CG0847.Superseded values are not recommended for survey control.
 CG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0847.See file dsdata.txt to determine how the superseded data were derived.
 CG0847
 CG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6561137368(NAD 83)
 CG0847_MARKER: I = METAL ROD
 CG0847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0847_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0847_STAMPING: L 430 1979
 CG0847_PROJECTION: RECESSED 10 CENTIMETERS
 CG0847_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0847_ROD/PIPE-DEPTH: 7.62 meters
 CG0847
 CG0847  HISTORY     - Date     Condition        Report By
 CG0847  HISTORY     - 1979     MONUMENTED       NGS
 CG0847  HISTORY     - 20050715 GOOD             AZ-003
 CG0847
 CG0847                          STATION DESCRIPTION
 CG0847
 CG0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0847'IN BENSON.
 CG0847'IN BENSON, AT THE INTERSECTION OF OCOTILLO STREET AND BUSINESS ROUTE
 CG0847'10, SET ON THE NORTHEAST CORNER OF THE INTERSECTION, AT A SMALL
 CG0847'ROADSIDE REST AREA, 0.05 MILE EAST OF OCOTILLO STREET, NEAR A
 CG0847'TRIANGULAR SHAPED CONCRETE MONUMENT, 95 FEET NORTH OF THE CENTERLINE
 CG0847'OF U. S. HIGHWAY 80, 89.5 FEET NORTHEAST OF A STREET LAMP POLE, 175
 CG0847'FEET SOUTH OF THE SOUTH RAIL AND 13 FEET NORTH OF THE MONUMENT.
 CG0847'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CG0847'THE MARK IS ABOVE LEVEL WITH HIGHWAY 80 CENTERLINE.
 CG0847
 CG0847                          STATION RECOVERY (2005)
 CG0847
 CG0847'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2005 (DLS)
 CG0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0671 ***********************************************************************
 CY0671  DESIGNATION -  L 431
 CY0671  PID         -  CY0671
 CY0671  STATE/COUNTY-  AZ/COCHISE
 CY0671  USGS QUAD   -  OLGA (1974)
 CY0671
 CY0671                         *CURRENT SURVEY CONTROL
 CY0671  ___________________________________________________________________
 CY0671* NAD 83(2007)-  32 16 31.07148(N)    109 15 23.04681(W)     ADJUSTED  
 CY0671* NAVD 88     -      1096.322  (meters)    3596.85   (feet)  ADJUSTED  
 CY0671  ___________________________________________________________________
 CY0671  EPOCH DATE  -        2007.00
 CY0671  X           -  -1,780,478.025 (meters)                     COMP
 CY0671  Y           -  -5,096,676.405 (meters)                     COMP
 CY0671  Z           -   3,386,852.398 (meters)                     COMP
 CY0671  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CY0671  ELLIP HEIGHT-        1069.511 (meters)          (02/10/07) ADJUSTED
 CY0671  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0671  DYNAMIC HT  -        1094.700 (meters)    3591.53  (feet)  COMP
 CY0671
 CY0671  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0671  Type    PID    Designation                      North   East  Ellip
 CY0671  -------------------------------------------------------------------
 CY0671  NETWORK CY0671 L 431                             1.27   1.18   2.55
 CY0671  -------------------------------------------------------------------
 CY0671  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 CY0671
 CY0671  VERT ORDER  -  FIRST     CLASS II
 CY0671
 CY0671.The horizontal coordinates were established by GPS observations
 CY0671.and adjusted by the National Geodetic Survey in February 2007.
 CY0671
 CY0671.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0671.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0671.The horizontal coordinates are valid at the epoch date displayed above.
 CY0671.The epoch date for horizontal control is a decimal equivalence
 CY0671.of Year/Month/Day.
 CY0671
 CY0671.The orthometric height was determined by differential leveling
 CY0671.and adjusted in June 1991.
 CY0671
 CY0671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0671
 CY0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0671
 CY0671.The ellipsoidal height was determined by GPS observations
 CY0671.and is referenced to NAD 83.
 CY0671
 CY0671.The geoid height was determined by GEOID03.
 CY0671
 CY0671.The dynamic height is computed by dividing the NAVD 88
 CY0671.geopotential number by the normal gravity value computed on the
 CY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0671.degrees latitude (g = 980.6199 gals.).
 CY0671
 CY0671.The modeled gravity was interpolated from observed gravity values.
 CY0671
 CY0671;                    North         East     Units Scale Factor Converg.
 CY0671;SPC AZ E     -   141,755.255   299,108.770   MT  0.99999065   +0 29 10.0
 CY0671;SPC AZ E     -   465,076.30    981,327.99   iFT  0.99999065   +0 29 10.0
 CY0671;UTM  12      - 3,572,285.480   664,209.149   MT  0.99993253   +0 55 52.6
 CY0671
 CY0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0671!SPC AZ E     -   0.99983210  x   0.99999065  =   0.99982275
 CY0671!UTM  12      -   0.99983210  x   0.99993253  =   0.99976464
 CY0671
 CY0671                          SUPERSEDED SURVEY CONTROL
 CY0671
 CY0671  NAD 83(1992)-  32 16 31.07126(N)    109 15 23.04623(W) AD(       ) A
 CY0671  ELLIP H (03/22/05) 1069.529  (m)                       GP(       ) 4 1
 CY0671  NAVD 88 (03/22/05) 1096.32   (m)         3596.8    (f) LEVELING    3  
 CY0671
 CY0671.Superseded values are not recommended for survey control.
 CY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0671.See file dsdata.txt to determine how the superseded data were derived.
 CY0671
 CY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6420972285(NAD 83)
 CY0671_MARKER: F = FLANGE-ENCASED ROD
 CY0671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0671_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0671_STAMPING: L 431 1979
 CY0671_MARK LOGO: NGS   
 CY0671_PROJECTION: FLUSH
 CY0671_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0671+STABILITY: POSITION/ELEVATION WELL
 CY0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0671+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY0671_ROD/PIPE-DEPTH: 10.7 meters
 CY0671_SLEEVE-DEPTH  : 8.5 meters
 CY0671
 CY0671  HISTORY     - Date     Condition        Report By
 CY0671  HISTORY     - 1979     MONUMENTED       NGS
 CY0671  HISTORY     - 20031030 GOOD             AZ-003
 CY0671  HISTORY     - 20060608 GOOD             AZ-003
 CY0671
 CY0671                          STATION DESCRIPTION
 CY0671
 CY0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0671'3.4 KM WEST FROM SAN SIMON.
 CY0671'3.4 KILOMETERS (2.1 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0671'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.2 KILOMETER (0.15 MILE) WEST
 CY0671'OF RAILROAD BRIDGE 1112.53, 1.0 KILOMETER (0.6 MILE) WEST OF THE
 CY0671'EXIT 378 OVERPASS ON INTERSTATE HIGHWAY 10, AT A METAL BRACE POLE
 CY0671'IN THE RIGHT-OF-WAY FENCE LINE BETWEEN THE FRONTAGE ROAD AND THE
 CY0671'WESTBOUND LANES OF INTERSTATE 10, ACROSS THE FRONTAGE ROAD FROM
 CY0671'BENCH MARK S 330, 18.8 METERS (62 FEET) SOUTH OF THE CENTERLINE OF
 CY0671'THE FRONTAGE ROAD, 54.2 METERS (179 FEET) SOUTHEAST OF FRONTAGE
 CY0671'ROAD MILE POST 379-K, 34.5 METERS (114 FEET) NORTH OF THE CENTERLINE
 CY0671'OF THE WESTBOUND LANES AND 1.2 METERS (4 FEET) NORTH OF THE RIGHT-
 CY0671'OF-WAY FENCE BRACE POLE.
 CY0671'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 CY0671'THE MARK IS ABOVE LEVEL WITH ROAD.
 CY0671
 CY0671                          STATION RECOVERY (2003)
 CY0671
 CY0671'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CY0671'RECOVERED AS DESCRIBED.
 CY0671
 CY0671                          STATION RECOVERY (2006)
 CY0671
 CY0671'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2006 (SA)
 CY0671'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1150 ***********************************************************************
 DU1150  DESIGNATION -  L 437
 DU1150  PID         -  DU1150
 DU1150  STATE/COUNTY-  AZ/GILA
 DU1150  USGS QUAD   -  BUCKET MTN (1965)
 DU1150
 DU1150                         *CURRENT SURVEY CONTROL
 DU1150  ___________________________________________________________________
 DU1150* NAD 83(1986)-  33 20 31.     (N)    110 36 14.     (W)     SCALED    
 DU1150* NAVD 88     -       992.144  (meters)    3255.06   (feet)  ADJUSTED  
 DU1150  ___________________________________________________________________
 DU1150  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DU1150  DYNAMIC HT  -         990.803 (meters)    3250.66  (feet)  COMP
 DU1150  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 DU1150
 DU1150  VERT ORDER  -  FIRST     CLASS II
 DU1150
 DU1150.The horizontal coordinates were scaled from a topographic map and have
 DU1150.an estimated accuracy of +/- 6 seconds.
 DU1150
 DU1150.The orthometric height was determined by differential leveling
 DU1150.and adjusted in June 1991.
 DU1150
 DU1150.The geoid height was determined by GEOID03.
 DU1150
 DU1150.The dynamic height is computed by dividing the NAVD 88
 DU1150.geopotential number by the normal gravity value computed on the
 DU1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1150.degrees latitude (g = 980.6199 gals.).
 DU1150
 DU1150.The modeled gravity was interpolated from observed gravity values.
 DU1150
 DU1150;                    North         East    Units  Estimated Accuracy
 DU1150;SPC AZ E     -   259,760.      172,660.      MT  (+/- 180 meters Scaled)
 DU1150
 DU1150                          SUPERSEDED SURVEY CONTROL
 DU1150
 DU1150.No superseded survey control is available for this station.
 DU1150
 DU1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB368892(NAD 83)
 DU1150_MARKER: DB = BENCH MARK DISK
 DU1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1150_SP_SET: STAINLESS STEEL ROD
 DU1150_STAMPING: L 437 1979
 DU1150_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1150+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1150_ROD/PIPE-DEPTH: 1.5  meters
 DU1150
 DU1150  HISTORY     - Date     Condition        Report By
 DU1150  HISTORY     - 1979     MONUMENTED       NGS
 DU1150  HISTORY     - 20081008 GOOD             GEOCAC
 DU1150
 DU1150                          STATION DESCRIPTION
 DU1150
 DU1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1150'16.8 KM SE FROM GLOBE.
 DU1150'16.8 KILOMETERS (10.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1150'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.3 KILOMETER (0.2 MILE)
 DU1150'SOUTHEAST OF HIGHWAY MILE POST 262, AT THE APPROXIMATE CENTER OF A
 DU1150'SMALL VALLEY BETWEEN TWO HIGHWAY CUTS, 30.0 METERS (98.5 FEET)
 DU1150'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.4 METER (1.5 FEET)
 DU1150'SOUTHWEST OF THE FENCE LINE.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1150'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DU1150'THE MARK IS 1 M BELOW THE HIGHWAY.
 DU1150
 DU1150                          STATION RECOVERY (2008)
 DU1150
 DU1150'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1150'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1150'20.522' W110  36.276'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1118 ***********************************************************************
 DU1118  DESIGNATION -  L 438
 DU1118  PID         -  DU1118
 DU1118  STATE/COUNTY-  AZ/GRAHAM
 DU1118  USGS QUAD   -  CALVA (1989)
 DU1118
 DU1118                         *CURRENT SURVEY CONTROL
 DU1118  ___________________________________________________________________
 DU1118* NAD 83(1986)-  33 12 22.     (N)    110 11 54.     (W)     SCALED    
 DU1118* NAVD 88     -       819.798  (meters)    2689.62   (feet)  ADJUSTED  
 DU1118  ___________________________________________________________________
 DU1118  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1118  DYNAMIC HT  -         818.686 (meters)    2685.97  (feet)  COMP
 DU1118  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 DU1118
 DU1118  VERT ORDER  -  FIRST     CLASS II
 DU1118
 DU1118.The horizontal coordinates were scaled from a topographic map and have
 DU1118.an estimated accuracy of +/- 6 seconds.
 DU1118
 DU1118.The orthometric height was determined by differential leveling
 DU1118.and adjusted in June 1991.
 DU1118
 DU1118.The geoid height was determined by GEOID03.
 DU1118
 DU1118.The dynamic height is computed by dividing the NAVD 88
 DU1118.geopotential number by the normal gravity value computed on the
 DU1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1118.degrees latitude (g = 980.6199 gals.).
 DU1118
 DU1118.The modeled gravity was interpolated from observed gravity values.
 DU1118
 DU1118;                    North         East    Units  Estimated Accuracy
 DU1118;SPC AZ E     -   244,610.      210,410.      MT  (+/- 180 meters Scaled)
 DU1118
 DU1118                          SUPERSEDED SURVEY CONTROL
 DU1118
 DU1118.No superseded survey control is available for this station.
 DU1118
 DU1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB747744(NAD 83)
 DU1118_MARKER: DB = BENCH MARK DISK
 DU1118_SETTING: 66 = SET IN ROCK OUTCROP
 DU1118_SP_SET: ROCK OUTCROP
 DU1118_STAMPING: L 438 1979
 DU1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1118+STABILITY: POSITION/ELEVATION WELL
 DU1118
 DU1118  HISTORY     - Date     Condition        Report By
 DU1118  HISTORY     - 1979     MONUMENTED       NGS
 DU1118
 DU1118                          STATION DESCRIPTION
 DU1118
 DU1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1118'13.2 KM NW FROM BYLAS.
 DU1118'13.2 KILOMETERS (8.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1118'POST OFFICE IN BYLAS, SET IN THE TOP OF A BEDROCK LEDGE, 24.7 METERS
 DU1118'(81 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.9 METERS
 DU1118'(88 FEET) SOUTHEAST ALONG THE HIGHWAY FROM HIGHWAY MILE POST 288,
 DU1118'21.0 METERS (69 FEET) EAST OF A RIGHT-OF-WAY FENCE POST WITH TWO
 DU1118'METAL BRACES AT AN ANGLE IN THE FENCE LINE AND 14.9 METERS (49 FEET)
 DU1118'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE CATTLE TUNNEL UNDER THE
 DU1118'HIGHWAY.
 DU1118'THE MARK IS 1 METERS  N FROM A WITNESS POST.
 DU1118'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0730 ***********************************************************************
 CY0730  DESIGNATION -  L 439
 CY0730  PID         -  CY0730
 CY0730  STATE/COUNTY-  AZ/GRAHAM
 CY0730  USGS QUAD   -  THATCHER (1985)
 CY0730
 CY0730                         *CURRENT SURVEY CONTROL
 CY0730  ___________________________________________________________________
 CY0730* NAD 83(1986)-  32 51 06.     (N)    109 46 32.     (W)     SCALED    
 CY0730* NAVD 88     -       881.623  (meters)    2892.46   (feet)  ADJUSTED  
 CY0730  ___________________________________________________________________
 CY0730  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CY0730  DYNAMIC HT  -         880.387 (meters)    2888.40  (feet)  COMP
 CY0730  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 CY0730
 CY0730  VERT ORDER  -  FIRST     CLASS II
 CY0730
 CY0730.The horizontal coordinates were scaled from a topographic map and have
 CY0730.an estimated accuracy of +/- 6 seconds.
 CY0730
 CY0730.The orthometric height was determined by differential leveling
 CY0730.and adjusted in June 1991.
 CY0730
 CY0730.The geoid height was determined by GEOID03.
 CY0730
 CY0730.The dynamic height is computed by dividing the NAVD 88
 CY0730.geopotential number by the normal gravity value computed on the
 CY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0730.degrees latitude (g = 980.6199 gals.).
 CY0730
 CY0730.The modeled gravity was interpolated from observed gravity values.
 CY0730
 CY0730;                    North         East    Units  Estimated Accuracy
 CY0730;SPC AZ E     -   205,370.      249,970.      MT  (+/- 180 meters Scaled)
 CY0730
 CY0730                          SUPERSEDED SURVEY CONTROL
 CY0730
 CY0730.No superseded survey control is available for this station.
 CY0730
 CY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB145355(NAD 83)
 CY0730_MARKER: DB = BENCH MARK DISK
 CY0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0730_SP_SET: STAINLESS STEEL ROD
 CY0730_STAMPING: L 439 1979
 CY0730_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0730_ROD/PIPE-DEPTH: 7.62 meters
 CY0730
 CY0730  HISTORY     - Date     Condition        Report By
 CY0730  HISTORY     - 1979     MONUMENTED       NGS
 CY0730  HISTORY     - 20060825 GOOD             GEOCAC
 CY0730
 CY0730                          STATION DESCRIPTION
 CY0730
 CY0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0730'4.2 MI SE FROM PIMA.
 CY0730'4.25 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0730'PIMA, IN THE FRONT PARKING AREA OF AN ELECTRIC COMPANY WAREHOUSE AND
 CY0730'SUBSTATION, 50.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0730'5.5 FEET SOUTHEAST OF THE SOUTHEAST POLE OF A DOUBLE POWER LINE POLE
 CY0730'FOR THE MAIN LINE INTO A SUBSTATION AND 1 FOOT NORTHEAST OF THE
 CY0730'HIGHWAY RIGHT-OF-WAY FENCE.
 CY0730'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CY0730'THE MARK IS 1 FT BELOW THE HIGHWAY.
 CY0730
 CY0730                          STATION RECOVERY (2006)
 CY0730
 CY0730'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0730'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0730'THE DESCRIPTION   THE POWER POLE HAS BEEN REMOVED. HANDHELD
 CY0730'COORDINATES
 CY0730'32 51 06.12 (N)   109 46 34.32 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0024 ***********************************************************************
 DU0024  DESIGNATION -  L 44
 DU0024  PID         -  DU0024
 DU0024  STATE/COUNTY-  AZ/GILA
 DU0024  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0024
 DU0024                         *CURRENT SURVEY CONTROL
 DU0024  ___________________________________________________________________
 DU0024* NAD 83(1986)-  33 36 45.     (N)    110 23 34.     (W)     SCALED    
 DU0024* NAVD 88     -      1729.210  (meters)    5673.25   (feet)  ADJUSTED  
 DU0024  ___________________________________________________________________
 DU0024  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DU0024  DYNAMIC HT  -        1726.687 (meters)    5664.97  (feet)  COMP
 DU0024  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 DU0024
 DU0024  VERT ORDER  -  FIRST     CLASS II
 DU0024
 DU0024.The horizontal coordinates were scaled from a topographic map and have
 DU0024.an estimated accuracy of +/- 6 seconds.
 DU0024
 DU0024.The orthometric height was determined by differential leveling
 DU0024.and adjusted in June 1991.
 DU0024
 DU0024.The geoid height was determined by GEOID03.
 DU0024
 DU0024.The dynamic height is computed by dividing the NAVD 88
 DU0024.geopotential number by the normal gravity value computed on the
 DU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0024.degrees latitude (g = 980.6199 gals.).
 DU0024
 DU0024.The modeled gravity was interpolated from observed gravity values.
 DU0024
 DU0024;                    North         East    Units  Estimated Accuracy
 DU0024;SPC AZ E     -   289,700.      192,380.      MT  (+/- 180 meters Scaled)
 DU0024
 DU0024                          SUPERSEDED SURVEY CONTROL
 DU0024
 DU0024  NGVD 29 (??/??/92) 1728.521  (m)         5670.99   (f) ADJ UNCH    1 2
 DU0024
 DU0024.Superseded values are not recommended for survey control.
 DU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0024.See file dsdata.txt to determine how the superseded data were derived.
 DU0024
 DU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC563193(NAD 83)
 DU0024_MARKER: DB = BENCH MARK DISK
 DU0024_SETTING: 80 = SET IN A BOULDER
 DU0024_SP_SET: BOULDER
 DU0024_STAMPING: L 44 1934
 DU0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0024+STABILITY: SURFACE MOTION
 DU0024
 DU0024  HISTORY     - Date     Condition        Report By
 DU0024  HISTORY     - 1934     MONUMENTED       CGS
 DU0024  HISTORY     - 1935     GOOD             NGS
 DU0024
 DU0024                          STATION DESCRIPTION
 DU0024
 DU0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0024'25.0 MI NE FROM SAN CARLOS.
 DU0024'25.0 MILES NORTHEAST ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA
 DU0024'COUNTY, 0.6 MILE NORTHEAST OF HILL TOP STATION, ON THE SOUTH EDGE OF A
 DU0024'LARGE WASH CROSSING  THE HIGHWAY, 18 FEET EAST OF THE CENTERLINE OF
 DU0024'THE HIGHWAY, IN THE TOP OF A BOULDER, AND 3 FEET HIGHER THAN THE
 DU0024'HIGHWAY.  A STANDARD DISK, STAMPED L 44 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0006 ***********************************************************************
 ES0006  DESIGNATION -  L 45
 ES0006  PID         -  ES0006
 ES0006  STATE/COUNTY-  AZ/NAVAJO
 ES0006  USGS QUAD   -  SECOND KNOLLS (1970)
 ES0006
 ES0006                         *CURRENT SURVEY CONTROL
 ES0006  ___________________________________________________________________
 ES0006* NAD 83(1986)-  34 35 42.     (N)    110 08 39.     (W)     SCALED    
 ES0006* NAVD 88     -      1741.420  (meters)    5713.31   (feet)  ADJUSTED  
 ES0006  ___________________________________________________________________
 ES0006  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0006  DYNAMIC HT  -        1738.934 (meters)    5705.15  (feet)  COMP
 ES0006  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 ES0006
 ES0006  VERT ORDER  -  FIRST     CLASS II
 ES0006
 ES0006.The horizontal coordinates were scaled from a topographic map and have
 ES0006.an estimated accuracy of +/- 6 seconds.
 ES0006
 ES0006.The orthometric height was determined by differential leveling
 ES0006.and adjusted in June 1991.
 ES0006
 ES0006.The geoid height was determined by GEOID03.
 ES0006
 ES0006.The dynamic height is computed by dividing the NAVD 88
 ES0006.geopotential number by the normal gravity value computed on the
 ES0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0006.degrees latitude (g = 980.6199 gals.).
 ES0006
 ES0006.The modeled gravity was interpolated from observed gravity values.
 ES0006
 ES0006;                    North         East    Units  Estimated Accuracy
 ES0006;SPC AZ E     -   398,650.      215,420.      MT  (+/- 180 meters Scaled)
 ES0006
 ES0006                          SUPERSEDED SURVEY CONTROL
 ES0006
 ES0006  NGVD 29 (??/??/92) 1740.551  (m)         5710.46   (f) ADJ UNCH    1 2
 ES0006
 ES0006.Superseded values are not recommended for survey control.
 ES0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0006.See file dsdata.txt to determine how the superseded data were derived.
 ES0006
 ES0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD784284(NAD 83)
 ES0006_MARKER: DB = BENCH MARK DISK
 ES0006_SETTING: 66 = SET IN ROCK OUTCROP
 ES0006_SP_SET: SANDSTONE OUTCROP
 ES0006_STAMPING: L 45 1934
 ES0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0006+STABILITY: POSITION/ELEVATION WELL
 ES0006
 ES0006  HISTORY     - Date     Condition        Report By
 ES0006  HISTORY     - 1934     MONUMENTED       CGS
 ES0006  HISTORY     - 1970     GOOD             USGS
 ES0006  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0006
 ES0006                          STATION DESCRIPTION
 ES0006
 ES0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0006'10.5 MI N FROM SNOW FLAKE.
 ES0006'10.5 MILES NORTH OF, ALONG APACHE RAILROAD.  37 FT. SOUTH OF NINETH
 ES0006'POLE SOUTH OF MILE POST NO. 24.  165 FT. NORTH OF NORTH END OF HIGH
 ES0006'WOODEN TRESTLE NO. 24A.  62 FT. WEST OF CENTER LINE OF TRACK.  13 FT.
 ES0006'EAST OF POLE LINE.  DISC SET ON TOP OF SAND STONE OUT CROP 12 INCHES
 ES0006'ABOVE SURFACE OF GROUND.
 ES0006
 ES0006                          STATION RECOVERY (1970)
 ES0006
 ES0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0006'RECOVERED IN GOOD CONDITION.
 ES0006
 ES0006                          STATION RECOVERY (1983)
 ES0006
 ES0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0268 ***********************************************************************
 ER0268  DESIGNATION -  L 46
 ER0268  PID         -  ER0268
 ER0268  STATE/COUNTY-  AZ/NAVAJO
 ER0268  USGS QUAD   -  INDIAN PINE (1977)
 ER0268
 ER0268                         *CURRENT SURVEY CONTROL
 ER0268  ___________________________________________________________________
 ER0268* NAD 83(1986)-  34 05 43.     (N)    109 52 41.     (W)     SCALED    
 ER0268* NAVD 88     -      2219.615  (meters)    7282.19   (feet)  ADJUSTED  
 ER0268  ___________________________________________________________________
 ER0268  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 ER0268  DYNAMIC HT  -        2216.179 (meters)    7270.91  (feet)  COMP
 ER0268  MODELED GRAV-     979,008.1   (mgal)                       NAVD 88
 ER0268
 ER0268  VERT ORDER  -  FIRST     CLASS II
 ER0268
 ER0268.The horizontal coordinates were scaled from a topographic map and have
 ER0268.an estimated accuracy of +/- 6 seconds.
 ER0268
 ER0268.The orthometric height was determined by differential leveling
 ER0268.and adjusted in June 1991.
 ER0268
 ER0268.The geoid height was determined by GEOID03.
 ER0268
 ER0268.The dynamic height is computed by dividing the NAVD 88
 ER0268.geopotential number by the normal gravity value computed on the
 ER0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0268.degrees latitude (g = 980.6199 gals.).
 ER0268
 ER0268.The modeled gravity was interpolated from observed gravity values.
 ER0268
 ER0268;                    North         East    Units  Estimated Accuracy
 ER0268;SPC AZ E     -   343,260.      239,990.      MT  (+/- 180 meters Scaled)
 ER0268
 ER0268                          SUPERSEDED SURVEY CONTROL
 ER0268
 ER0268  NGVD 29 (??/??/92) 2218.669  (m)         7279.08   (f) ADJ UNCH    1 2
 ER0268
 ER0268.Superseded values are not recommended for survey control.
 ER0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0268.See file dsdata.txt to determine how the superseded data were derived.
 ER0268
 ER0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC034732(NAD 83)
 ER0268_MARKER: DB = BENCH MARK DISK
 ER0268_SETTING: 66 = SET IN ROCK OUTCROP
 ER0268_SP_SET: OUTCROP
 ER0268_STAMPING: L 46 1934
 ER0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0268+STABILITY: POSITION/ELEVATION WELL
 ER0268
 ER0268  HISTORY     - Date     Condition        Report By
 ER0268  HISTORY     - 1934     MONUMENTED       CGS
 ER0268
 ER0268                          STATION DESCRIPTION
 ER0268
 ER0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0268'2.1 MI NW FROM MCNARY.
 ER0268'2.1 MILES NORTH WEST ALONG APACHE R.R. ALONG APACHE R.R., 8.5 MILES
 ER0268'SOUTH OF SPONSELLAR SIDING, ABOUT 118 YDS. SOUTH OF SWITCH, 120 FT.
 ER0268'WEST OF CENTER LINE OF TRACK, 2 POLES SOUTH EAST OF MILE POLE NO. 70,
 ER0268'30 FT. WEST OF TELEGRAPH LINE, AND 26 FT. NORTH WEST OF ROCK CAIRN, IN
 ER0268'BASALT OUTCROP ON NORTH RIM OF GULLEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1210 ***********************************************************************
 DA1210  DESIGNATION -  L 469
 DA1210  PID         -  DA1210
 DA1210  STATE/COUNTY-  AZ/PIMA
 DA1210  USGS QUAD   -  AJO SOUTH (1990)
 DA1210
 DA1210                         *CURRENT SURVEY CONTROL
 DA1210  ___________________________________________________________________
 DA1210* NAD 83(1986)-  32 22 18.     (N)    112 51 51.     (W)     SCALED    
 DA1210* NAVD 88     -       544.275  (meters)    1785.68   (feet)  ADJUSTED  
 DA1210  ___________________________________________________________________
 DA1210  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1210  DYNAMIC HT  -         543.583 (meters)    1783.41  (feet)  COMP
 DA1210  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 DA1210
 DA1210  VERT ORDER  -  FIRST     CLASS II
 DA1210
 DA1210.The horizontal coordinates were scaled from a topographic map and have
 DA1210.an estimated accuracy of +/- 6 seconds.
 DA1210
 DA1210.The orthometric height was determined by differential leveling
 DA1210.and adjusted in June 1991.
 DA1210
 DA1210.The geoid height was determined by GEOID03.
 DA1210
 DA1210.The dynamic height is computed by dividing the NAVD 88
 DA1210.geopotential number by the normal gravity value computed on the
 DA1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1210.degrees latitude (g = 980.6199 gals.).
 DA1210
 DA1210.The modeled gravity was interpolated from observed gravity values.
 DA1210
 DA1210;                    North         East    Units  Estimated Accuracy
 DA1210;SPC AZ C     -   152,470.      124,200.      MT  (+/- 180 meters Scaled)
 DA1210
 DA1210                          SUPERSEDED SURVEY CONTROL
 DA1210
 DA1210.No superseded survey control is available for this station.
 DA1210
 DA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA246831(NAD 83)
 DA1210_MARKER: DB = BENCH MARK DISK
 DA1210_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DA1210_SP_SET: BUILDING FOUNDATION
 DA1210_STAMPING: L 469 1980
 DA1210_MARK LOGO: NGS   
 DA1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1210+STABILITY: POSITION/ELEVATION WELL
 DA1210
 DA1210  HISTORY     - Date     Condition        Report By
 DA1210  HISTORY     - 1980     MONUMENTED       NGS
 DA1210  HISTORY     - 19990120 GOOD             USPSQD
 DA1210  HISTORY     - 20060117 GOOD             USPSQD
 DA1210
 DA1210                          STATION DESCRIPTION
 DA1210
 DA1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1210'IN AJO.
 DA1210'IN AJO, SET IN TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 DA1210'OF THE MAIN ENTRANCE TO THE CURLEY SCHOOL AT THE INTERSECTION OF
 DA1210'VANANOA AND CSPERANCA AVENUES, 11.9 METERS (39.0 FT) SOUTHWEST OF THE
 DA1210'FLAG POLE, 0.9 METER (3.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA1210'ENTRANCE.
 DA1210'THE MARK IS 0.3 M ABOVE THE AVENUES.
 DA1210
 DA1210                          STATION RECOVERY (1999)
 DA1210
 DA1210'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1210'RECOVERED IN GOOD CONDITION.
 DA1210
 DA1210                          STATION RECOVERY (2006)
 DA1210
 DA1210'RECOVERY NOTE BY US POWER SQUADRON 2006
 DA1210'MARK IS FOUND IN THE MAIN DOORWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0236 ***********************************************************************
 ER0236  DESIGNATION -  L 47
 ER0236  PID         -  ER0236
 ER0236  STATE/COUNTY-  AZ/APACHE
 ER0236  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0236
 ER0236                         *CURRENT SURVEY CONTROL
 ER0236  ___________________________________________________________________
 ER0236* NAD 83(1986)-  34 13 47.     (N)    109 22 30.     (W)     SCALED    
 ER0236* NAVD 88     -      2045.445  (meters)    6710.76   (feet)  ADJUSTED  
 ER0236  ___________________________________________________________________
 ER0236  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 ER0236  DYNAMIC HT  -        2042.358 (meters)    6700.64  (feet)  COMP
 ER0236  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 ER0236
 ER0236  VERT ORDER  -  SECOND    CLASS 0
 ER0236
 ER0236.The horizontal coordinates were scaled from a topographic map and have
 ER0236.an estimated accuracy of +/- 6 seconds.
 ER0236
 ER0236.The orthometric height was determined by differential leveling
 ER0236.and adjusted in June 1991.
 ER0236
 ER0236.The geoid height was determined by GEOID03.
 ER0236
 ER0236.The dynamic height is computed by dividing the NAVD 88
 ER0236.geopotential number by the normal gravity value computed on the
 ER0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0236.degrees latitude (g = 980.6199 gals.).
 ER0236
 ER0236.The modeled gravity was interpolated from observed gravity values.
 ER0236
 ER0236;                    North         East    Units  Estimated Accuracy
 ER0236;SPC AZ E     -   358,420.      286,290.      MT  (+/- 180 meters Scaled)
 ER0236
 ER0236                          SUPERSEDED SURVEY CONTROL
 ER0236
 ER0236  NGVD 29 (??/??/92) 2044.557  (m)         6707.85   (f) ADJ UNCH    2 0
 ER0236
 ER0236.Superseded values are not recommended for survey control.
 ER0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0236.See file dsdata.txt to determine how the superseded data were derived.
 ER0236
 ER0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC496888(NAD 83)
 ER0236_MARKER: DB = BENCH MARK DISK
 ER0236_SETTING: 66 = SET IN ROCK OUTCROP
 ER0236_SP_SET: ROCK OUTCROP
 ER0236_STAMPING: L 47 1934
 ER0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0236+STABILITY: POSITION/ELEVATION WELL
 ER0236
 ER0236  HISTORY     - Date     Condition        Report By
 ER0236  HISTORY     - 1934     MONUMENTED       CGS
 ER0236
 ER0236                          STATION DESCRIPTION
 ER0236
 ER0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0236'8.6 MI N FROM SPRINGERVILLE.
 ER0236'8.6 MILES NORTH ALONG U.S. HIGHWAY 260 FROM SPRINGERVILLE, APACHE
 ER0236'COUNTY, ABOUT 300 YARDS EAST OF THE BASE OF A LARGE CINDER CONE, 225
 ER0236'FEET SOUTH OF THE CATTLEGUARD AT THE SUMMIT OF A HILL, 125 FEET WEST
 ER0236'OF THE CENTERLINE OF THE HIGHWAY, 67 FEET WEST OF THE FENCE, IN THE
 ER0236'TOP OF A DARK ROCK OUTCROP ABOUT 4 FEET SQUARE, AND LEVEL WITH THE
 ER0236'HIGHWAY.  A STANDARD DISK, STAMPED L 47 1934.  NOTE-- TO REACH FROM
 ER0236'THE POST OFFICE AT SPRINGERVILLE, ARIZONA GO WEST ON U.S. HWYS. 60,
 ER0236'180 AND 666 FOR 3.5 MILES TO A HIGHWAY INTERSECTION.  AT THIS JUNCTION
 ER0236'U.S. HWYS. 180 AND 666 TURN NORTH.  CONTINUE WEST ON U.S. HWY. 60 FOR
 ER0236'1.3 MILES TO A JUNCTION WITH OLD HIGHWAY 260, TURN RIGHT ONTO OLD
 ER0236'HIGHWAY 260 AND FOLLOW IT FOR 4.0 MILES TO THE SUMMIT OF A HILL. BM IS
 ER0236'ABOUT 300 YARDS FROM THE BASE OF A LARGE CINDER CONE, 125 FEET WEST OF
 ER0236'THE CENTER LINE OF THE OLD HIGHWAY AND SET IN TOP OF ROCK OUTCROP
 ER0236'ABOUT FOUR FEET SQUARE, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1179 ***********************************************************************
 DA1179  DESIGNATION -  L 470
 DA1179  PID         -  DA1179
 DA1179  STATE/COUNTY-  AZ/YUMA
 DA1179  USGS QUAD   -  AZTEC HILLS (1982)
 DA1179
 DA1179                         *CURRENT SURVEY CONTROL
 DA1179  ___________________________________________________________________
 DA1179* NAD 83(1986)-  32 49 14.     (N)    113 28 00.     (W)     SCALED    
 DA1179* NAVD 88     -       146.225  (meters)     479.74   (feet)  ADJUSTED  
 DA1179  ___________________________________________________________________
 DA1179  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DA1179  DYNAMIC HT  -         146.059 (meters)     479.20  (feet)  COMP
 DA1179  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 DA1179
 DA1179  VERT ORDER  -  FIRST     CLASS II
 DA1179
 DA1179.The horizontal coordinates were scaled from a topographic map and have
 DA1179.an estimated accuracy of +/- 6 seconds.
 DA1179
 DA1179.The orthometric height was determined by differential leveling
 DA1179.and adjusted in June 1991.
 DA1179
 DA1179.The geoid height was determined by GEOID03.
 DA1179
 DA1179.The dynamic height is computed by dividing the NAVD 88
 DA1179.geopotential number by the normal gravity value computed on the
 DA1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1179.degrees latitude (g = 980.6199 gals.).
 DA1179
 DA1179.The modeled gravity was interpolated from observed gravity values.
 DA1179
 DA1179;                    North         East    Units  Estimated Accuracy
 DA1179;SPC AZ W     -   201,900.      239,890.      MT  (+/- 180 meters Scaled)
 DA1179
 DA1179                          SUPERSEDED SURVEY CONTROL
 DA1179
 DA1179.No superseded survey control is available for this station.
 DA1179
 DA1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB690340(NAD 83)
 DA1179_MARKER: I = METAL ROD
 DA1179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1179_SP_SET: STAINLESS STEEL ROD
 DA1179_STAMPING: L 470 1981
 DA1179_MARK LOGO: NGS   
 DA1179_PROJECTION: FLUSH
 DA1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1179_ROD/PIPE-DEPTH: 6.1  meters
 DA1179
 DA1179  HISTORY     - Date     Condition        Report By
 DA1179  HISTORY     - 1981     MONUMENTED       NGS
 DA1179
 DA1179                          STATION DESCRIPTION
 DA1179
 DA1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1179'1.9 KM (1.2 MI) SW FROM AZTEC.
 DA1179'1.9 KM (1.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1179'THE WATER TANK IN AZTEC, 0.25 KM (0.15 MI) SOUTHWEST OF A WOODEN
 DA1179'RAILROAD BRIDGE, AT RAILROAD MILEPOLE 811, 9.0 M (29.5 FT) NORTHWEST
 DA1179'OF THE NORTHWEST RAIL OF THE TRACKS, 31.4 M (103 FT) SOUTHEAST OF THE
 DA1179'CENTERLINE OF THE FRONTAGE ROAD, 1.5 M (5.0 FT) NORTHEAST OF THE
 DA1179'MILEPOLE.
 DA1179'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA1179'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0820 ***********************************************************************
 ET0820  DESIGNATION -  L 471
 ET0820  PID         -  ET0820
 ET0820  STATE/COUNTY-  AZ/MOHAVE
 ET0820  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0820
 ET0820                         *CURRENT SURVEY CONTROL
 ET0820  ___________________________________________________________________
 ET0820* NAD 83(1986)-  34 39 56.     (N)    113 53 17.     (W)     SCALED    
 ET0820* NAVD 88     -       936.720  (meters)    3073.22   (feet)  ADJUSTED  
 ET0820  ___________________________________________________________________
 ET0820  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 ET0820  DYNAMIC HT  -         935.603 (meters)    3069.56  (feet)  COMP
 ET0820  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 ET0820  OBS GRAVITY -     979,411.6   (mgal)                       GRAV_OBS
 ET0820
 ET0820  VERT ORDER  -  FIRST     CLASS II
 ET0820
 ET0820.The horizontal coordinates were scaled from a topographic map and have
 ET0820.an estimated accuracy of +/- 6 seconds.
 ET0820
 ET0820.The orthometric height was determined by differential leveling
 ET0820.and adjusted in June 1991.
 ET0820
 ET0820.The geoid height was determined by GEOID03.
 ET0820
 ET0820.The dynamic height is computed by dividing the NAVD 88
 ET0820.geopotential number by the normal gravity value computed on the
 ET0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0820.degrees latitude (g = 980.6199 gals.).
 ET0820
 ET0820.The modeled gravity was interpolated from observed gravity values.
 ET0820.The observed gravity was obtained from relative gravimeter ties
 ET0820.to the IGSN71 gravity network.
 ET0820
 ET0820;                    North         East    Units  Estimated Accuracy
 ET0820;SPC AZ W     -   406,500.      200,710.      MT  (+/- 180 meters Scaled)
 ET0820
 ET0820                          SUPERSEDED SURVEY CONTROL
 ET0820
 ET0820.No superseded survey control is available for this station.
 ET0820
 ET0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD353397(NAD 83)
 ET0820_MARKER: DB = BENCH MARK DISK
 ET0820_SETTING: 80 = SET IN A BOULDER
 ET0820_SP_SET: BOULDER
 ET0820_STAMPING: L 471 1981
 ET0820_MARK LOGO: NGS   
 ET0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0820+STABILITY: SURFACE MOTION
 ET0820
 ET0820  HISTORY     - Date     Condition        Report By
 ET0820  HISTORY     - 1981     MONUMENTED       NGS
 ET0820
 ET0820                          STATION DESCRIPTION
 ET0820
 ET0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0820'34.5 KM (21.45 MI) SE FROM YUCCA.
 ET0820'34.5 KM (21.45 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0820'INTERSTATE HIGHWAY 40 IN YUCCA, 0.8 KM (0.5 MI) SOUTHEAST OF A CATTLE
 ET0820'CORRAL AND WINDMILL, 0.2 KM (0.1 MI) NORTHEAST CROSS-COUNTRY FROM
 ET0820'ALAMO ROAD, AT A Y JUNCTION IN A DIRT ROAD LEADING NORTHWEST, IN THE
 ET0820'TOP CENTER OF A 4 X 8 FOOT BROWN BOULDER AT THE BOTTOM OF THE
 ET0820'SOUTHWEST EDGE OF A LARGE ROCK-COVERED KNOLL, 5.5 METERS (18.0 FT)
 ET0820'NORTHWEST OF A 4-INCH CEDAR TREE.
 ET0820'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 ET0820'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1310 ***********************************************************************
 DU1310  DESIGNATION -  L 473
 DU1310  PID         -  DU1310
 DU1310  STATE/COUNTY-  AZ/MARICOPA
 DU1310  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU1310
 DU1310                         *CURRENT SURVEY CONTROL
 DU1310  ___________________________________________________________________
 DU1310* NAD 83(1986)-  33 32 14.     (N)    111 26 05.     (W)     SCALED    
 DU1310* NAVD 88     -       521.600  (meters)    1711.28   (feet)  ADJUSTED  
 DU1310  ___________________________________________________________________
 DU1310  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DU1310  DYNAMIC HT  -         520.949 (meters)    1709.15  (feet)  COMP
 DU1310  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 DU1310
 DU1310  VERT ORDER  -  FIRST     CLASS II
 DU1310
 DU1310.The horizontal coordinates were scaled from a topographic map and have
 DU1310.an estimated accuracy of +/- 6 seconds.
 DU1310
 DU1310.The orthometric height was determined by differential leveling
 DU1310.and adjusted in June 1991.
 DU1310
 DU1310.The geoid height was determined by GEOID03.
 DU1310
 DU1310.The dynamic height is computed by dividing the NAVD 88
 DU1310.geopotential number by the normal gravity value computed on the
 DU1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1310.degrees latitude (g = 980.6199 gals.).
 DU1310
 DU1310.The modeled gravity was interpolated from observed gravity values.
 DU1310
 DU1310;                    North         East    Units  Estimated Accuracy
 DU1310;SPC AZ C     -   281,430.      258,120.      MT  (+/- 180 meters Scaled)
 DU1310
 DU1310                          SUPERSEDED SURVEY CONTROL
 DU1310
 DU1310.No superseded survey control is available for this station.
 DU1310
 DU1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC596109(NAD 83)
 DU1310_MARKER: DB = BENCH MARK DISK
 DU1310_SETTING: 66 = SET IN ROCK OUTCROP
 DU1310_SP_SET: ROCK OUTCROP
 DU1310_STAMPING: L 473 1980
 DU1310_MARK LOGO: NGS   
 DU1310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1310+STABILITY: POSITION/ELEVATION WELL
 DU1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1310+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1310
 DU1310  HISTORY     - Date     Condition        Report By
 DU1310  HISTORY     - 1980     MONUMENTED       NGS
 DU1310  HISTORY     - 20070512 GOOD             GEOCAC
 DU1310  HISTORY     - 20081008 GOOD             GEOCAC
 DU1310
 DU1310                          STATION DESCRIPTION
 DU1310
 DU1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1310'5.3 KM (3.3 MI) WEST FROM TORTILLA FLAT.
 DU1310'5.3 KM (3.3 MI) WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU1310'TORTILLA FLAT, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST 210,
 DU1310'ON THE OUTSIDE OF A HAIRPIN CURVE EAST OF THE STEEL HIGHWAY BRIDGE
 DU1310'OVER FIRST WATER CREEK, IN TOP OF A ROCK OUTCROP AT THE NORTHEAST
 DU1310'END OF THE CURVE, 7.8 METERS (25.5 FT) EAST OF THE CENTERLINE OF THE
 DU1310'HIGHWAY, 33.5 METERS (110 FT) NORTHEAST OF THE TOP CENTER OF THE
 DU1310'SOUTHEAST END OF A 60-CM (24-INCH) STEEL PIPE CULVERT UNDER THE
 DU1310'HIGHWAY, 8.5 METERS (28.0 FT) NORTH OF THE NORTH EDGE OF A MASSIVE
 DU1310'CONGLOMERATE BOULDER.
 DU1310'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 DU1310'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 DU1310
 DU1310                          STATION RECOVERY (2007)
 DU1310
 DU1310'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1310'RECOVERED IN GOOD CONDITION.
 DU1310
 DU1310                          STATION RECOVERY (2008)
 DU1310
 DU1310'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1310'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU1310'33 32.240' W 111
 DU1310'26.102'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1246 ***********************************************************************
 DV1246  DESIGNATION -  L 474
 DV1246  PID         -  DV1246
 DV1246  STATE/COUNTY-  AZ/MARICOPA
 DV1246  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1246
 DV1246                         *CURRENT SURVEY CONTROL
 DV1246  ___________________________________________________________________
 DV1246* NAD 83(1986)-  33 31 05.     (N)    112 00 46.     (W)     SCALED    
 DV1246* NAVD 88     -       381.755  (meters)    1252.47   (feet)  ADJUSTED  
 DV1246  ___________________________________________________________________
 DV1246  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV1246  DYNAMIC HT  -         381.312 (meters)    1251.02  (feet)  COMP
 DV1246  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 DV1246
 DV1246  VERT ORDER  -  FIRST     CLASS II
 DV1246
 DV1246.The horizontal coordinates were scaled from a topographic map and have
 DV1246.an estimated accuracy of +/- 6 seconds.
 DV1246
 DV1246.The orthometric height was determined by differential leveling
 DV1246.and adjusted in June 1991.
 DV1246
 DV1246.The geoid height was determined by GEOID03.
 DV1246
 DV1246.The dynamic height is computed by dividing the NAVD 88
 DV1246.geopotential number by the normal gravity value computed on the
 DV1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1246.degrees latitude (g = 980.6199 gals.).
 DV1246
 DV1246.The modeled gravity was interpolated from observed gravity values.
 DV1246
 DV1246;                    North         East    Units  Estimated Accuracy
 DV1246;SPC AZ C     -   279,210.      204,430.      MT  (+/- 180 meters Scaled)
 DV1246
 DV1246                          SUPERSEDED SURVEY CONTROL
 DV1246
 DV1246.No superseded survey control is available for this station.
 DV1246
 DV1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC059091(NAD 83)
 DV1246_MARKER: DB = BENCH MARK DISK
 DV1246_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1246_SP_SET: ABUTMENT
 DV1246_STAMPING: L 474 1981
 DV1246_MARK LOGO: NGS   
 DV1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1246+STABILITY: SURFACE MOTION
 DV1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1246+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2007
 DV1246
 DV1246  HISTORY     - Date     Condition        Report By
 DV1246  HISTORY     - 1981     MONUMENTED       NGS
 DV1246  HISTORY     - 19950517 GOOD             USPSQD
 DV1246  HISTORY     - 20051203 GOOD             USPSQD
 DV1246  HISTORY     - 20070331 GOOD             GEOCAC
 DV1246
 DV1246                          STATION DESCRIPTION
 DV1246
 DV1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1246'6.9 KM (4.4 MI) SE FROM SUNNYSLOPE.
 DV1246'6.9 KM (4.4 MI) SOUTHEAST ALONG THE ARIZONA CANAL FROM THE CROSSING
 DV1246'OF 7TH STREET AT SUNNYSLOPE, AT A SERVICE BRIDGE OVER THE CANAL,
 DV1246'IN TOP OF THE NORTH ABUTMENT, 3 METERS (10 FT) WEST OF THE EAST END
 DV1246'OF THE ABUTMENT, 42.4 METERS (139 FT) EAST OF THE NORTHEAST CORNER
 DV1246'OF THE NORTH 32ND STREET BRIDGE OVER THE CANAL, 20.7 METERS (68 FT)
 DV1246'SOUTH OF THE CENTERLINE OF STANFORD DRIVE.
 DV1246'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DV1246
 DV1246                          STATION RECOVERY (1995)
 DV1246
 DV1246'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1246'RECOVERED IN GOOD CONDITION.
 DV1246
 DV1246                          STATION RECOVERY (2005)
 DV1246
 DV1246'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV1246'RECOVERED AS DESCRIBED
 DV1246
 DV1246                          STATION RECOVERY (2007)
 DV1246
 DV1246'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1274 ***********************************************************************
 DV1274  DESIGNATION -  L 475
 DV1274  PID         -  DV1274
 DV1274  STATE/COUNTY-  AZ/MARICOPA
 DV1274  USGS QUAD   -  WADDELL (1975)
 DV1274
 DV1274                         *CURRENT SURVEY CONTROL
 DV1274  ___________________________________________________________________
 DV1274* NAD 83(1986)-  33 33 06.     (N)    112 28 57.     (W)     SCALED    
 DV1274* NAVD 88     -       385.968  (meters)    1266.30   (feet)  ADJUSTED  
 DV1274  ___________________________________________________________________
 DV1274  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV1274  DYNAMIC HT  -         385.524 (meters)    1264.84  (feet)  COMP
 DV1274  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 DV1274
 DV1274  VERT ORDER  -  FIRST     CLASS II
 DV1274
 DV1274.The horizontal coordinates were scaled from a topographic map and have
 DV1274.an estimated accuracy of +/- 6 seconds.
 DV1274
 DV1274.The orthometric height was determined by differential leveling
 DV1274.and adjusted in June 1991.
 DV1274
 DV1274.The geoid height was determined by GEOID03.
 DV1274
 DV1274.The dynamic height is computed by dividing the NAVD 88
 DV1274.geopotential number by the normal gravity value computed on the
 DV1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1274.degrees latitude (g = 980.6199 gals.).
 DV1274
 DV1274.The modeled gravity was interpolated from observed gravity values.
 DV1274
 DV1274;                    North         East    Units  Estimated Accuracy
 DV1274;SPC AZ C     -   283,070.      160,820.      MT  (+/- 180 meters Scaled)
 DV1274
 DV1274                          SUPERSEDED SURVEY CONTROL
 DV1274
 DV1274.No superseded survey control is available for this station.
 DV1274
 DV1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC623134(NAD 83)
 DV1274_MARKER: I = METAL ROD
 DV1274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1274_SP_SET: STAINLESS STEEL ROD
 DV1274_STAMPING: L 475 1981
 DV1274_MARK LOGO: NGS   
 DV1274_PROJECTION: FLUSH
 DV1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1274+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV1274_ROD/PIPE-DEPTH: 4.0  meters
 DV1274
 DV1274  HISTORY     - Date     Condition        Report By
 DV1274  HISTORY     - 1981     MONUMENTED       NGS
 DV1274  HISTORY     - 20080131 GOOD             INDIV
 DV1274  HISTORY     - 20080427 GOOD             GEOCAC
 DV1274
 DV1274                          STATION DESCRIPTION
 DV1274
 DV1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1274'24.5 KM (15.2 MI) NW FROM GOODYEAR.
 DV1274'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1274'THENCE 6.5 KM (4.0 MI) NORTH ALONG PERRYVILE ROAD, THENCE 0.8 KM
 DV1274'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 6.5 KM (4.0 MI) NORTH
 DV1274'ALONG CANAL ROAD, THENCE 1.1 KM (0.7 MI) WEST ALONG A DIRT ROAD
 DV1274'PARALLELING A POWER LINE, 0.3 KM (0.2 MI) WEST OF THE Y JUNCTION OF
 DV1274'A DIRT ROAD LEADING TO THE CASE EQUIPMENT TESTING LAB, 4 METERS
 DV1274'(13 FT) NORTH OF THE CENTERLINE OF THE DIRT ROAD, 33.2 METERS (109 FT)
 DV1274'EAST OF THE CENTER OF THE CROSSING OF A DRY WASH, 3.4 METERS (11.2 FT)
 DV1274'WEST OF THE FIRST POWER LINE POLE WEST OF THE JUNCTION POLE FOR A
 DV1274'SPUR LINE TO THE CASE LAB, 3.7 METERS (12 FT) EAST OF THE ANCHOR
 DV1274'FOR A POWER LINE POLE GUY WIRE, THE ROD WAS DRIVEN TO REFUSAL AT
 DV1274'A DEPTH OF 13 FEET.
 DV1274'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DV1274'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV1274
 DV1274                          STATION RECOVERY (2008)
 DV1274
 DV1274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BJU)
 DV1274'RECOVERED AS DESCRIBED
 DV1274
 DV1274                          STATION RECOVERY (2008)
 DV1274
 DV1274'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1274'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV1274'33.101' W112 28.990'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1235 ***********************************************************************
 DV1235  DESIGNATION -  L 476
 DV1235  PID         -  DV1235
 DV1235  STATE/COUNTY-  AZ/MARICOPA
 DV1235  USGS QUAD   -  HASSAYAMPA (1978)
 DV1235
 DV1235                         *CURRENT SURVEY CONTROL
 DV1235  ___________________________________________________________________
 DV1235* NAD 83(1986)-  33 20 52.     (N)    112 43 36.     (W)     SCALED    
 DV1235* NAVD 88     -       258.879  (meters)     849.34   (feet)  ADJUSTED  
 DV1235  ___________________________________________________________________
 DV1235  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1235  DYNAMIC HT  -         258.580 (meters)     848.36  (feet)  COMP
 DV1235  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DV1235
 DV1235  VERT ORDER  -  FIRST     CLASS II
 DV1235
 DV1235.The horizontal coordinates were scaled from a topographic map and have
 DV1235.an estimated accuracy of +/- 6 seconds.
 DV1235
 DV1235.The orthometric height was determined by differential leveling
 DV1235.and adjusted in June 1991.
 DV1235
 DV1235.The geoid height was determined by GEOID03.
 DV1235
 DV1235.The dynamic height is computed by dividing the NAVD 88
 DV1235.geopotential number by the normal gravity value computed on the
 DV1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1235.degrees latitude (g = 980.6199 gals.).
 DV1235
 DV1235.The modeled gravity was interpolated from observed gravity values.
 DV1235
 DV1235;                    North         East    Units  Estimated Accuracy
 DV1235;SPC AZ C     -   260,610.      137,970.      MT  (+/- 180 meters Scaled)
 DV1235
 DV1235                          SUPERSEDED SURVEY CONTROL
 DV1235
 DV1235.No superseded survey control is available for this station.
 DV1235
 DV1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB393911(NAD 83)
 DV1235_MARKER: DV = VERTICAL CONTROL DISK
 DV1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1235_SP_SET: WELL HEAD
 DV1235_STAMPING: L 476 1981
 DV1235_MARK LOGO: NGS   
 DV1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1235+STABILITY: POSITION/ELEVATION WELL
 DV1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1235+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1235
 DV1235  HISTORY     - Date     Condition        Report By
 DV1235  HISTORY     - 1981     MONUMENTED       NGS
 DV1235  HISTORY     - 19920316 GOOD             NGS
 DV1235  HISTORY     - 20001226 GOOD             NGS
 DV1235  HISTORY     - 20060128 GOOD             USPSQD
 DV1235  HISTORY     - 20060129 GOOD             USPSQD
 DV1235  HISTORY     - 20070413 GOOD             GEOCAC
 DV1235
 DV1235                          STATION DESCRIPTION
 DV1235
 DV1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1235'0.2 KM (0.1 MI) SW FROM HASSAYAMPA.
 DV1235'THE MARK IS 0.9 M BELOW THE ROAD.
 DV1235'0.2 KM (0.1 MI) SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD FROM
 DV1235'THE CHEVRON SERVICE STATION AND STORE AT HASSAYAMPA, AT A DEEP WATER
 DV1235'WELL IRRIGATION PUMP, IN TOP OF THE NORTHEAST CORNER OF THE 4 BY 4
 DV1235'FOOT CONCRETE PAD WHICH IS ATTACHED TO THE WELL CASING, 20.9 METERS
 DV1235'(68.6 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.0 METERS
 DV1235'(29.5 FT) SOUTH OF POWER LINE POLE 15-11, 14.4 METERS (47.2 FT) EAST
 DV1235'OF BENCH MARK Q 10, 5.8 METERS (19 FT) WEST OF A POWER LINE POLE
 DV1235'WITH 3 TRANSFORMERS, 0.6 METER (2 FT) NORTHEAST OF THE CENTER OF THE
 DV1235'PUMP, 0.18 METER (0.6 FT) WEST OF THE EAST EDGE OF THE PAD, 0.18
 DV1235'METER (0.6 FT) SOUTH OF THE NORTH EDGE OF THE PAD.
 DV1235
 DV1235                          STATION RECOVERY (1992)
 DV1235
 DV1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV1235'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV1235'BUCKEYE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV1235'THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG STATE HIGHWAY 85, THENCE 9.6
 DV1235'KM (5.95 MI) WESTERLY ALONG OLD U.S. HIGHWAY 80, NEAR THE NORTHEAST
 DV1235'CORNER OF A CONCRETE WELL HEAD FOR A DEEP IRRIGATION WELL, 20.6 M
 DV1235'(67.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT)
 DV1235'EAST-NORTHEAST OF BENCH MARK Q 10, 5.8 M (19.0 FT) SOUTHWEST OF A
 DV1235'UTILITY POLE WITH 3 TRANSFORMERS, AND 0.6 M (2.0 FT) BELOW THE LEVEL
 DV1235'OF THE HIGHWAY.
 DV1235
 DV1235                          STATION RECOVERY (2000)
 DV1235
 DV1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV1235'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 DV1235'DISTANCES, ETC. WERE NOT VERIFIED.
 DV1235
 DV1235                          STATION RECOVERY (2006)
 DV1235
 DV1235'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV1235'RECOVERED AS DESCRIBED.
 DV1235
 DV1235                          STATION RECOVERY (2006)
 DV1235
 DV1235'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1235'RECOVERED AS DESCRIBED.
 DV1235
 DV1235                          STATION RECOVERY (2007)
 DV1235
 DV1235'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1375 ***********************************************************************
 DV1375  DESIGNATION -  L 477
 DV1375  PID         -  DV1375
 DV1375  STATE/COUNTY-  AZ/LA PAZ
 DV1375  USGS QUAD   -  HARRISBURG VALLEY (1990)
 DV1375
 DV1375                         *CURRENT SURVEY CONTROL
 DV1375  ___________________________________________________________________
 DV1375* NAD 83(1986)-  33 42 56.     (N)    113 30 11.     (W)     SCALED    
 DV1375* NAVD 88     -       505.164  (meters)    1657.36   (feet)  ADJUSTED  
 DV1375  ___________________________________________________________________
 DV1375  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DV1375  DYNAMIC HT  -         504.573 (meters)    1655.42  (feet)  COMP
 DV1375  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 DV1375
 DV1375  VERT ORDER  -  FIRST     CLASS II
 DV1375
 DV1375.The horizontal coordinates were scaled from a topographic map and have
 DV1375.an estimated accuracy of +/- 6 seconds.
 DV1375
 DV1375.The orthometric height was determined by differential leveling
 DV1375.and adjusted in June 1991.
 DV1375
 DV1375.The geoid height was determined by GEOID03.
 DV1375
 DV1375.The dynamic height is computed by dividing the NAVD 88
 DV1375.geopotential number by the normal gravity value computed on the
 DV1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1375.degrees latitude (g = 980.6199 gals.).
 DV1375
 DV1375.The modeled gravity was interpolated from observed gravity values.
 DV1375
 DV1375;                    North         East    Units  Estimated Accuracy
 DV1375;SPC AZ W     -   301,140.      236,250.      MT  (+/- 180 meters Scaled)
 DV1375
 DV1375                          SUPERSEDED SURVEY CONTROL
 DV1375
 DV1375.No superseded survey control is available for this station.
 DV1375
 DV1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC680334(NAD 83)
 DV1375_MARKER: I = METAL ROD
 DV1375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1375_SP_SET: STAINLESS STEEL ROD
 DV1375_STAMPING: L 477 1981
 DV1375_MARK LOGO: NGS   
 DV1375_PROJECTION: FLUSH
 DV1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1375_ROD/PIPE-DEPTH: 1.8  meters
 DV1375
 DV1375  HISTORY     - Date     Condition        Report By
 DV1375  HISTORY     - 1981     MONUMENTED       NGS
 DV1375
 DV1375                          STATION DESCRIPTION
 DV1375
 DV1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1375'13.2 KM (8.2 MI) SE FROM SALOME.
 DV1375'13.2 KM (8.2 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1375'HIGHWAY 60 AT SALOME, 0.2 KM (0.15 MI) SOUTHWEST OF AN IRRIGATION
 DV1375'WELL, 16.5 METERS (54 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DV1375'ROAD, 9.7 METERS (32 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF A
 DV1375'DIRT ROAD LEADING SOUTHWEST, 19.5 METERS (64 FT) NORTHWEST OF THE
 DV1375'CENTER OF THE CROSSING OF A DEEP DRY WASH, 14 METERS (46 FT) WEST
 DV1375'OF A SAGUARO CACTUS WITH 6 STUBBY ARMS WHICH IS ON THE NORTHWEST
 DV1375'EDGE OF A WASH, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 6 FEET.
 DV1375'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 DV1375'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1397 ***********************************************************************
 DV1397  DESIGNATION -  L 478
 DV1397  PID         -  DV1397
 DV1397  STATE/COUNTY-  AZ/LA PAZ
 DV1397  USGS QUAD   -  BEAR HILLS (1990)
 DV1397
 DV1397                         *CURRENT SURVEY CONTROL
 DV1397  ___________________________________________________________________
 DV1397* NAD 83(1986)-  33 41 29.     (N)    113 53 50.     (W)     SCALED    
 DV1397* NAVD 88     -       371.723  (meters)    1219.56   (feet)  ADJUSTED  
 DV1397  ___________________________________________________________________
 DV1397  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1397  DYNAMIC HT  -         371.297 (meters)    1218.16  (feet)  COMP
 DV1397  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 DV1397
 DV1397  VERT ORDER  -  FIRST     CLASS II
 DV1397
 DV1397.The horizontal coordinates were scaled from a topographic map and have
 DV1397.an estimated accuracy of +/- 6 seconds.
 DV1397
 DV1397.The orthometric height was determined by differential leveling
 DV1397.and adjusted in June 1991.
 DV1397
 DV1397.The geoid height was determined by GEOID03.
 DV1397
 DV1397.The dynamic height is computed by dividing the NAVD 88
 DV1397.geopotential number by the normal gravity value computed on the
 DV1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1397.degrees latitude (g = 980.6199 gals.).
 DV1397
 DV1397.The modeled gravity was interpolated from observed gravity values.
 DV1397
 DV1397;                    North         East    Units  Estimated Accuracy
 DV1397;SPC AZ W     -   298,450.      199,710.      MT  (+/- 180 meters Scaled)
 DV1397
 DV1397                          SUPERSEDED SURVEY CONTROL
 DV1397
 DV1397.No superseded survey control is available for this station.
 DV1397
 DV1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC314317(NAD 83)
 DV1397_MARKER: I = METAL ROD
 DV1397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1397_SP_SET: STAINLESS STEEL ROD
 DV1397_STAMPING: L 478 1981
 DV1397_MARK LOGO: NGS   
 DV1397_PROJECTION: FLUSH
 DV1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1397+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2008
 DV1397_ROD/PIPE-DEPTH: 5.8  meters
 DV1397
 DV1397  HISTORY     - Date     Condition        Report By
 DV1397  HISTORY     - 1981     MONUMENTED       NGS
 DV1397  HISTORY     - 20081102 GOOD             GEOCAC
 DV1397
 DV1397                          STATION DESCRIPTION
 DV1397
 DV1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1397'30.1 KM (18.7 MI) SW FROM SALOME.
 DV1397'30.1 KM (18.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1397'SALOME ROAD IN SALOME, 0.25 KM (0.15 MI) NORTHEAST OF HIGHWAY MILEPOST
 DV1397'38, AT THE INSIDE CORNER OF A RIGHT ANGLE OFFSET IN THE HIGHWAY
 DV1397'RIGHT-OF-WAY FENCE, 32.9 METERS (108 FT) NORTHWEST OF THE CENTERLINE
 DV1397'OF THE HIGHWAY, 88.4 METERS (290 FT) SOUTHWEST OF THE SOUTH CORNER OF
 DV1397'A REPAIR SHOP COVERED WITH GALVANIZED METAL SHEETING, 14.6 METERS
 DV1397'(48.0 FT) NORTHWEST OF A BRACED ANGLE IRON CORNER POST IN THE
 DV1397'RIGHT-OF-WAY FENCE, 1.9 METERS (6.2 FT) SOUTH OF A WHITE ANGLE IRON
 DV1397'HIGHWAY RIGHT-OF-WAY MARKER NUMBER P.O.T. 2058+78.71, 1.3 METERS (4.4
 DV1397'FT) SOUTH OF A BRACED ANGLE IRON POST IN THE FENCE LINE.
 DV1397'THE MARK IS 06 METERS  NE FROM A WITNESS POST.
 DV1397'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DV1397
 DV1397                          STATION RECOVERY (2008)
 DV1397
 DV1397'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1293 ***********************************************************************
 DW1293  DESIGNATION -  L 479
 DW1293  PID         -  DW1293
 DW1293  STATE/COUNTY-  AZ/LA PAZ
 DW1293  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW1293
 DW1293                         *CURRENT SURVEY CONTROL
 DW1293  ___________________________________________________________________
 DW1293* NAD 83(1986)-  33 36 49.     (N)    114 28 13.     (W)     SCALED    
 DW1293* NAVD 88     -       140.298  (meters)     460.29   (feet)  ADJUSTED  
 DW1293  ___________________________________________________________________
 DW1293  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW1293  DYNAMIC HT  -         140.143 (meters)     459.79  (feet)  COMP
 DW1293  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 DW1293
 DW1293  VERT ORDER  -  FIRST     CLASS II
 DW1293
 DW1293.The horizontal coordinates were scaled from a topographic map and have
 DW1293.an estimated accuracy of +/- 6 seconds.
 DW1293
 DW1293.The orthometric height was determined by differential leveling
 DW1293.and adjusted in June 1991.
 DW1293
 DW1293.The geoid height was determined by GEOID03.
 DW1293
 DW1293.The dynamic height is computed by dividing the NAVD 88
 DW1293.geopotential number by the normal gravity value computed on the
 DW1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1293.degrees latitude (g = 980.6199 gals.).
 DW1293
 DW1293.The modeled gravity was interpolated from observed gravity values.
 DW1293
 DW1293;                    North         East    Units  Estimated Accuracy
 DW1293;SPC AZ W     -   290,040.      146,520.      MT  (+/- 180 meters Scaled)
 DW1293
 DW1293                          SUPERSEDED SURVEY CONTROL
 DW1293
 DW1293.No superseded survey control is available for this station.
 DW1293
 DW1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT346221(NAD 83)
 DW1293_MARKER: DB = BENCH MARK DISK
 DW1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW1293_SP_SET: PIER FOR BUILDING CANOPY
 DW1293_STAMPING: L 479 1981
 DW1293_MARK LOGO: NGS   
 DW1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1293
 DW1293  HISTORY     - Date     Condition        Report By
 DW1293  HISTORY     - 1981     MONUMENTED       NGS
 DW1293
 DW1293                          STATION DESCRIPTION
 DW1293
 DW1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1293'5.8 KM (3.6 MI) EAST FROM EHRENBERG.
 DW1293'5.8 KM (3.6 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1293'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, SET
 DW1293'VERTICALLY IN THE NORTHEAST FACE OF THE NORTHEAST CANOPY PIER IN THE
 DW1293'THIRD ROW OF PIERS NORTHWEST OF THE ARIZONS INSPECTION STATION OFFICE,
 DW1293'10.25 METERS (33.6 FT) NORTH OF THE NORTH CORNER OF THE OFFICE
 DW1293'BUILDING, 1.55 METERS (5.1 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0174 ***********************************************************************
 ER0174  DESIGNATION -  L 48
 ER0174  PID         -  ER0174
 ER0174  STATE/COUNTY-  AZ/APACHE
 ER0174  USGS QUAD   -  WILD COW LAKE (1978)
 ER0174
 ER0174                         *CURRENT SURVEY CONTROL
 ER0174  ___________________________________________________________________
 ER0174* NAD 83(1986)-  34 55 00.     (N)    109 12 55.     (W)     SCALED    
 ER0174* NAVD 88     -      1915.346  (meters)    6283.93   (feet)  ADJUSTED  
 ER0174  ___________________________________________________________________
 ER0174  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 ER0174  DYNAMIC HT  -        1912.577 (meters)    6274.85  (feet)  COMP
 ER0174  MODELED GRAV-     979,120.8   (mgal)                       NAVD 88
 ER0174
 ER0174  VERT ORDER  -  SECOND    CLASS 0
 ER0174
 ER0174.The horizontal coordinates were scaled from a topographic map and have
 ER0174.an estimated accuracy of +/- 6 seconds.
 ER0174
 ER0174.The orthometric height was determined by differential leveling
 ER0174.and adjusted in June 1991.
 ER0174
 ER0174.The geoid height was determined by GEOID03.
 ER0174
 ER0174.The dynamic height is computed by dividing the NAVD 88
 ER0174.geopotential number by the normal gravity value computed on the
 ER0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0174.degrees latitude (g = 980.6199 gals.).
 ER0174
 ER0174.The modeled gravity was interpolated from observed gravity values.
 ER0174
 ER0174;                    North         East    Units  Estimated Accuracy
 ER0174;SPC AZ E     -   434,740.      300,290.      MT  (+/- 180 meters Scaled)
 ER0174
 ER0174                          SUPERSEDED SURVEY CONTROL
 ER0174
 ER0174  NGVD 29 (??/??/92) 1914.411  (m)         6280.86   (f) ADJ UNCH    2 0
 ER0174
 ER0174.Superseded values are not recommended for survey control.
 ER0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0174.See file dsdata.txt to determine how the superseded data were derived.
 ER0174
 ER0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD630652(NAD 83)
 ER0174_MARKER: DB = BENCH MARK DISK
 ER0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0174_STAMPING: L-48 1934
 ER0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0174+STABILITY: SURFACE MOTION
 ER0174
 ER0174  HISTORY     - Date     Condition        Report By
 ER0174  HISTORY     - 1934     MONUMENTED       CGS
 ER0174  HISTORY     - 1973     MARK NOT FOUND   USGS
 ER0174
 ER0174                          STATION DESCRIPTION
 ER0174
 ER0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0174'24.4 MI W FROM ZUNI, NM.
 ER0174'24.4 MILES WEST OF, ALONG STATE HIGHWAY NO. 61 11.9 MILES WEST OF
 ER0174'ARIZONA AND NEW MEXICO STATE LINE.  2.0 MILES EAST OF WITCH WELLS. 0.4
 ER0174'OF A MILE EAST OF A CATTLE GUARD.  29 FEET NORTH OF CENTER LINE OF
 ER0174'HIGHWAY.
 ER0174
 ER0174                          STATION RECOVERY (1973)
 ER0174
 ER0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ER0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0756 ***********************************************************************
 ET0756  DESIGNATION -  L 480
 ET0756  PID         -  ET0756
 ET0756  STATE/COUNTY-  AZ/LA PAZ
 ET0756  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0756
 ET0756                         *CURRENT SURVEY CONTROL
 ET0756  ___________________________________________________________________
 ET0756* NAD 83(1986)-  34 04 06.     (N)    113 33 18.     (W)     SCALED    
 ET0756* NAVD 88     -       605.566  (meters)    1986.76   (feet)  ADJUSTED  
 ET0756  ___________________________________________________________________
 ET0756  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ET0756  DYNAMIC HT  -         604.866 (meters)    1984.46  (feet)  COMP
 ET0756  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 ET0756
 ET0756  VERT ORDER  -  FIRST     CLASS II
 ET0756
 ET0756.The horizontal coordinates were scaled from a topographic map and have
 ET0756.an estimated accuracy of +/- 6 seconds.
 ET0756
 ET0756.The orthometric height was determined by differential leveling
 ET0756.and adjusted in June 1991.
 ET0756
 ET0756.The geoid height was determined by GEOID03.
 ET0756
 ET0756.The dynamic height is computed by dividing the NAVD 88
 ET0756.geopotential number by the normal gravity value computed on the
 ET0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0756.degrees latitude (g = 980.6199 gals.).
 ET0756
 ET0756.The modeled gravity was interpolated from observed gravity values.
 ET0756
 ET0756;                    North         East    Units  Estimated Accuracy
 ET0756;SPC AZ W     -   340,260.      231,360.      MT  (+/- 180 meters Scaled)
 ET0756
 ET0756                          SUPERSEDED SURVEY CONTROL
 ET0756
 ET0756.No superseded survey control is available for this station.
 ET0756
 ET0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC642726(NAD 83)
 ET0756_MARKER: I = METAL ROD
 ET0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0756_SP_SET: STAINLESS STEEL ROD
 ET0756_STAMPING: L 480 1981
 ET0756_MARK LOGO: NGS   
 ET0756_PROJECTION: FLUSH
 ET0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0756_ROD/PIPE-DEPTH: 5.2  meters
 ET0756
 ET0756  HISTORY     - Date     Condition        Report By
 ET0756  HISTORY     - 1981     MONUMENTED       NGS
 ET0756
 ET0756                          STATION DESCRIPTION
 ET0756
 ET0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0756'29.4 KM (18.3 MI) NORTH FROM WENDEN.
 ET0756'29.4 KM (18.3 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0756'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, IN THE SOUTHEAST CORNER OF A T
 ET0756'JUNCTION OF A DIRT ROAD LEADING EAST TO THE CONLEY RANCH, 98.6 METERS
 ET0756'(323 FT) SOUTHEAST OF THE CENTERLINE OF THE WENDEN-LAKE ALAMO ROAD,
 ET0756'9.4 METERS (30.5 FT) EAST OF THE GUY WIRE ANCHOR FOR A T JUNCTION
 ET0756'POWER POLE, 8.4 METERS (27.5 FT) SOUTH OF THE CENTERLINE OF THE DIRT
 ET0756'ROAD, 2.0 METERS (6.5 FT) NORTHEAST OF THE T JUNCTION POWER LINE POLE.
 ET0756'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 ET0756'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0812 ***********************************************************************
 ET0812  DESIGNATION -  L 481
 ET0812  PID         -  ET0812
 ET0812  STATE/COUNTY-  AZ/MOHAVE
 ET0812  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0812
 ET0812                         *CURRENT SURVEY CONTROL
 ET0812  ___________________________________________________________________
 ET0812* NAD 83(1986)-  34 35 01.     (N)    113 47 16.     (W)     SCALED    
 ET0812* NAVD 88     -       941.994  (meters)    3090.53   (feet)  ADJUSTED  
 ET0812  ___________________________________________________________________
 ET0812  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 ET0812  DYNAMIC HT  -         940.874 (meters)    3086.85  (feet)  COMP
 ET0812  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 ET0812  OBS GRAVITY -     979,414.2   (mgal)                       GRAV_OBS
 ET0812
 ET0812  VERT ORDER  -  FIRST     CLASS II
 ET0812
 ET0812.The horizontal coordinates were scaled from a topographic map and have
 ET0812.an estimated accuracy of +/- 6 seconds.
 ET0812
 ET0812.The orthometric height was determined by differential leveling
 ET0812.and adjusted in June 1991.
 ET0812
 ET0812.The geoid height was determined by GEOID03.
 ET0812
 ET0812.The dynamic height is computed by dividing the NAVD 88
 ET0812.geopotential number by the normal gravity value computed on the
 ET0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0812.degrees latitude (g = 980.6199 gals.).
 ET0812
 ET0812.The modeled gravity was interpolated from observed gravity values.
 ET0812.The observed gravity was obtained from relative gravimeter ties
 ET0812.to the IGSN71 gravity network.
 ET0812
 ET0812;                    North         East    Units  Estimated Accuracy
 ET0812;SPC AZ W     -   397,400.      209,890.      MT  (+/- 180 meters Scaled)
 ET0812
 ET0812                          SUPERSEDED SURVEY CONTROL
 ET0812
 ET0812.No superseded survey control is available for this station.
 ET0812
 ET0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD442304(NAD 83)
 ET0812_MARKER: DB = BENCH MARK DISK
 ET0812_SETTING: 80 = SET IN A BOULDER
 ET0812_SP_SET: BOULDER
 ET0812_STAMPING: L 481 1981
 ET0812_MARK LOGO: NGS   
 ET0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0812+STABILITY: SURFACE MOTION
 ET0812
 ET0812  HISTORY     - Date     Condition        Report By
 ET0812  HISTORY     - 1981     MONUMENTED       NGS
 ET0812
 ET0812                          STATION DESCRIPTION
 ET0812
 ET0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0812'47.5 KM (29.5 MI) SE FROM YUCCA.
 ET0812'47.5 KM (29.5 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0812'INTERSTATE HIGHWAY 40 IN YUCCA, 0.7 KM (0.45 MI) SOUTHEAST OF THE
 ET0812'JUNCTION OF CHICKEN SPRINGS ROAD, AT THE SOUTHEAST END OF A GROUP OF
 ET0812'BOULDERS WEST OF A LOW BOULDER-COVERED RIDGE, IN TOP OF THE HIGHEST
 ET0812'POINT OF A 9 X 6 FOOT GRANITE BOULDER PROJECTING 3.0 FEET, 32.3 METERS
 ET0812'(106 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 19.0 METERS (62.5
 ET0812'FT) SOUTH OF A 24-INCH JOSHUA TREE.
 ET0812'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 ET0812'THE MARK IS 1.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0791 ***********************************************************************
 ET0791  DESIGNATION -  L 482
 ET0791  PID         -  ET0791
 ET0791  STATE/COUNTY-  AZ/MOHAVE
 ET0791  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0791
 ET0791                         *CURRENT SURVEY CONTROL
 ET0791  ___________________________________________________________________
 ET0791* NAD 83(1986)-  34 19 08.     (N)    113 39 31.     (W)     SCALED    
 ET0791* NAVD 88     -       572.236  (meters)    1877.41   (feet)  ADJUSTED  
 ET0791  ___________________________________________________________________
 ET0791  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ET0791  DYNAMIC HT  -         571.582 (meters)    1875.27  (feet)  COMP
 ET0791  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 ET0791
 ET0791  VERT ORDER  -  FIRST     CLASS II
 ET0791
 ET0791.The horizontal coordinates were scaled from a topographic map and have
 ET0791.an estimated accuracy of +/- 6 seconds.
 ET0791
 ET0791.The orthometric height was determined by differential leveling
 ET0791.and adjusted in June 1991.
 ET0791
 ET0791.The geoid height was determined by GEOID03.
 ET0791
 ET0791.The dynamic height is computed by dividing the NAVD 88
 ET0791.geopotential number by the normal gravity value computed on the
 ET0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0791.degrees latitude (g = 980.6199 gals.).
 ET0791
 ET0791.The modeled gravity was interpolated from observed gravity values.
 ET0791
 ET0791;                    North         East    Units  Estimated Accuracy
 ET0791;SPC AZ W     -   368,040.      221,770.      MT  (+/- 180 meters Scaled)
 ET0791
 ET0791                          SUPERSEDED SURVEY CONTROL
 ET0791
 ET0791.No superseded survey control is available for this station.
 ET0791
 ET0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD553007(NAD 83)
 ET0791_MARKER: DB = BENCH MARK DISK
 ET0791_SETTING: 66 = SET IN ROCK OUTCROP
 ET0791_SP_SET: ROCK OUTCROP
 ET0791_STAMPING: L 482 1981
 ET0791_MARK LOGO: NGS   
 ET0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0791+STABILITY: POSITION/ELEVATION WELL
 ET0791
 ET0791  HISTORY     - Date     Condition        Report By
 ET0791  HISTORY     - 1981     MONUMENTED       NGS
 ET0791
 ET0791                          STATION DESCRIPTION
 ET0791
 ET0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0791'83.3 KM (51.75 MI) SE FROM YUCCA.
 ET0791'83.3 KM (51.75 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0791'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE EAST END OF A SHORT FLAT
 ET0791'BETWEEN ROAD GRADES, IN A GRADED AREA ON THE SOUTH SIDE OF A RIDGE,
 ET0791'SET IN TOP OF A 3 X 3 FOOT EXPOSURE OF QUARTZITE OUTCROP PROJECTING 6
 ET0791'INCHES, 13.6 METERS (44.5 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 ET0791'10.4 METERS (34.0 FT) WEST OF A SHALLOW RAVINE.
 ET0791'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 ET0791'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0899 ***********************************************************************
 FS0899  DESIGNATION -  L 484
 FS0899  PID         -  FS0899
 FS0899  STATE/COUNTY-  AZ/MOHAVE
 FS0899  USGS QUAD   -  KINGMAN SE (1980)
 FS0899
 FS0899                         *CURRENT SURVEY CONTROL
 FS0899  ___________________________________________________________________
 FS0899* NAD 83(2007)-  35 06 59.31594(N)    114 06 52.10275(W)     ADJUSTED  
 FS0899* NAVD 88     -       849.882  (meters)    2788.32   (feet)  ADJUSTED  
 FS0899  ___________________________________________________________________
 FS0899  EPOCH DATE  -        2007.00
 FS0899  X           -  -2,134,190.370 (meters)                     COMP
 FS0899  Y           -  -4,767,810.860 (meters)                     COMP
 FS0899  Z           -   3,648,916.796 (meters)                     COMP
 FS0899  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 FS0899  ELLIP HEIGHT-         820.968 (meters)          (03/02/09) ADJUSTED
 FS0899  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FS0899  DYNAMIC HT  -         848.898 (meters)    2785.09  (feet)  COMP
 FS0899  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 FS0899
 FS0899  HORZ ORDER  -  A
 FS0899  VERT ORDER  -  FIRST     CLASS II
 FS0899  ELLP ORDER  -  FOURTH    CLASS I
 FS0899
 FS0899.The horizontal coordinates were established by GPS observations
 FS0899.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS0899
 FS0899.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0899.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0899.The horizontal coordinates are valid at the epoch date displayed above.
 FS0899.The epoch date for horizontal control is a decimal equivalence
 FS0899.of Year/Month/Day.
 FS0899
 FS0899.The orthometric height was determined by differential leveling
 FS0899.and adjusted in June 1991.
 FS0899
 FS0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0899
 FS0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0899
 FS0899.The ellipsoidal height was determined by GPS observations
 FS0899.and is referenced to NAD 83.
 FS0899
 FS0899.The geoid height was determined by GEOID03.
 FS0899
 FS0899.The dynamic height is computed by dividing the NAVD 88
 FS0899.geopotential number by the normal gravity value computed on the
 FS0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0899.degrees latitude (g = 980.6199 gals.).
 FS0899
 FS0899.The modeled gravity was interpolated from observed gravity values.
 FS0899
 FS0899;                    North         East     Units Scale Factor Converg.
 FS0899;SPC AZ W     -   456,571.038   180,137.284   MT  0.99994693   -0 12 34.8
 FS0899;SPC AZ W     - 1,497,936.48    591,001.59   iFT  0.99994693   -0 12 34.8
 FS0899;UTM  11      - 3,889,771.106   762,973.350   MT  1.00045237   +1 39 39.0
 FS0899
 FS0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0899!SPC AZ W     -   0.99987115  x   0.99994693  =   0.99981809
 FS0899!UTM  11      -   0.99987115  x   1.00045237  =   1.00032347
 FS0899
 FS0899                          SUPERSEDED SURVEY CONTROL
 FS0899
 FS0899  NAVD 88 (03/02/09)  849.88   (m)         2788.3    (f) LEVELING    3  
 FS0899
 FS0899.Superseded values are not recommended for survey control.
 FS0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0899.See file dsdata.txt to determine how the superseded data were derived.
 FS0899
 FS0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6297389771(NAD 83)
 FS0899_MARKER: DV = VERTICAL CONTROL DISK
 FS0899_SETTING: 66 = SET IN ROCK OUTCROP
 FS0899_SP_SET: ROCK OUTCROP
 FS0899_STAMPING: L 484 1981
 FS0899_MARK LOGO: NGS   
 FS0899_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0899+STABILITY: POSITION/ELEVATION WELL
 FS0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0899+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FS0899
 FS0899  HISTORY     - Date     Condition        Report By
 FS0899  HISTORY     - 1981     MONUMENTED       NGS
 FS0899  HISTORY     - 20080625 GOOD             GEOANA
 FS0899
 FS0899                          STATION DESCRIPTION
 FS0899
 FS0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0899'10.8 KM (6.7 MI) SW FROM KINGMAN.
 FS0899'10.8 KM (6.7 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0899'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, IN TOP OF
 FS0899'A PURPLE COLORED OUTCROP BETWEEN THE NORTHWEST RIGHT OF WAY FENCE
 FS0899'AND THE FRONTAGE ROAD, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 43, AT
 FS0899'THE SOUTHWEST END OF A LARGE ROCK CUT, 31.4 METERS (103 FT) NORTHWEST
 FS0899'OF THE CENTERLINE OF THE WEST BOUND LANES, 10.5 METERS (34.5 FT)
 FS0899'SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 79.2 METERS (260 FT)
 FS0899'NORTHEAST OF THE NORTHWEST CORNER OF THE SOUTHEAST END OF A DOUBLE
 FS0899'BOX CULVERT, 6.9 METERS (22.5 FT) NORTHWEST OF THE RIGHT OF WAY
 FS0899'FENCE.
 FS0899'THE MARK IS 9.6 METERS  NE FROM A WITNESS POST.
 FS0899'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0899
 FS0899                          STATION RECOVERY (2008)
 FS0899
 FS0899'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0899'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1328 ***********************************************************************
 GR1328  DESIGNATION -  L 485
 GR1328  PID         -  GR1328
 GR1328  STATE/COUNTY-  AZ/MOHAVE
 GR1328  USGS QUAD   -  HOOVER DAM (1997)
 GR1328
 GR1328                         *CURRENT SURVEY CONTROL
 GR1328  ___________________________________________________________________
 GR1328* NAD 83(1986)-  36 00 18.     (N)    114 43 32.     (W)     SCALED    
 GR1328* NAVD 88     -       405.295  (meters)    1329.71   (feet)  ADJUSTED  
 GR1328  ___________________________________________________________________
 GR1328  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1328  DYNAMIC HT  -         404.895 (meters)    1328.39  (feet)  COMP
 GR1328  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 GR1328
 GR1328  VERT ORDER  -  FIRST     CLASS II
 GR1328
 GR1328.The horizontal coordinates were scaled from a topographic map and have
 GR1328.an estimated accuracy of +/- 6 seconds.
 GR1328
 GR1328.The orthometric height was determined by differential leveling
 GR1328.and adjusted in June 1991.
 GR1328
 GR1328.The geoid height was determined by GEOID03.
 GR1328
 GR1328.The dynamic height is computed by dividing the NAVD 88
 GR1328.geopotential number by the normal gravity value computed on the
 GR1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1328.degrees latitude (g = 980.6199 gals.).
 GR1328
 GR1328.The modeled gravity was interpolated from observed gravity values.
 GR1328
 GR1328;                    North         East    Units  Estimated Accuracy
 GR1328;SPC AZ W     -   555,530.      125,410.      MT  (+/- 180 meters Scaled)
 GR1328
 GR1328                          SUPERSEDED SURVEY CONTROL
 GR1328
 GR1328.No superseded survey control is available for this station.
 GR1328
 GR1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV049868(NAD 83)
 GR1328_MARKER: DB = BENCH MARK DISK
 GR1328_SETTING: 66 = SET IN ROCK OUTCROP
 GR1328_SP_SET: ROCK OUTCROP
 GR1328_STAMPING: L 485 1981
 GR1328_MARK LOGO: NGS   
 GR1328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1328+STABILITY: POSITION/ELEVATION WELL
 GR1328
 GR1328  HISTORY     - Date     Condition        Report By
 GR1328  HISTORY     - 1981     MONUMENTED       NGS
 GR1328
 GR1328                          STATION DESCRIPTION
 GR1328
 GR1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GR1328'2.4 KM (1.5 MI) SE FROM HOOVER DAM.
 GR1328'2.4 KM (1.5 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 GR1328'OF HOOVER DAM, IN TOP OF A GRANITE OUTCROP AT THE NORTHWEST END OF A
 GR1328'CUT, 13.1 METERS (43 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GR1328'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 GR1328'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0931 ***********************************************************************
 FS0931  DESIGNATION -  L 486
 FS0931  PID         -  FS0931
 FS0931  STATE/COUNTY-  AZ/MOHAVE
 FS0931  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0931
 FS0931                         *CURRENT SURVEY CONTROL
 FS0931  ___________________________________________________________________
 FS0931* NAD 83(1986)-  35 31 52.     (N)    114 21 17.     (W)     SCALED    
 FS0931* NAVD 88     -       900.486  (meters)    2954.34   (feet)  ADJUSTED  
 FS0931  ___________________________________________________________________
 FS0931  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0931  DYNAMIC HT  -         899.454 (meters)    2950.96  (feet)  COMP
 FS0931  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 FS0931  OBS GRAVITY -     979,459.8   (mgal)                       GRAV_OBS
 FS0931
 FS0931  VERT ORDER  -  FIRST     CLASS II
 FS0931
 FS0931.The horizontal coordinates were scaled from a topographic map and have
 FS0931.an estimated accuracy of +/- 6 seconds.
 FS0931
 FS0931.The orthometric height was determined by differential leveling
 FS0931.and adjusted in June 1991.
 FS0931
 FS0931.The geoid height was determined by GEOID03.
 FS0931
 FS0931.The dynamic height is computed by dividing the NAVD 88
 FS0931.geopotential number by the normal gravity value computed on the
 FS0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0931.degrees latitude (g = 980.6199 gals.).
 FS0931
 FS0931.The modeled gravity was interpolated from observed gravity values.
 FS0931.The observed gravity was obtained from relative gravimeter ties
 FS0931.to the IGSN71 gravity network.
 FS0931
 FS0931;                    North         East    Units  Estimated Accuracy
 FS0931;SPC AZ W     -   502,680.      158,520.      MT  (+/- 180 meters Scaled)
 FS0931
 FS0931                          SUPERSEDED SURVEY CONTROL
 FS0931
 FS0931.No superseded survey control is available for this station.
 FS0931
 FS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV398351(NAD 83)
 FS0931_MARKER: I = METAL ROD
 FS0931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FS0931_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FS0931_STAMPING: L 486 1982
 FS0931_MARK LOGO: NGS   
 FS0931_PROJECTION: FLUSH
 FS0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0931+STABILITY: POSITION/ELEVATION WELL
 FS0931_ROD/PIPE-DEPTH: 12.8 meters
 FS0931_SLEEVE-DEPTH  : 9.1 meters
 FS0931
 FS0931  HISTORY     - Date     Condition        Report By
 FS0931  HISTORY     - 1982     MONUMENTED       NGS
 FS0931
 FS0931                          STATION DESCRIPTION
 FS0931
 FS0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0931'17.4 KM (10.8 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0931'17.4 KM (10.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0931'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 0.3 KM (0.2 MI) SOUTHEAST OF
 FS0931'DOLAN SPRINGS ROAD LEADING NORTHEAST, 146.2 METERS (480 FT) SOUTHWEST
 FS0931'OF THE CENTERLINE OF THE HIGHWAY, AT MILEPOST 42, 10.3 METERS (34 FT)
 FS0931'NORTH OF THE EAST CORNER OF A SUB-STATION FENCE, 1.8 METERS (6 FT)
 FS0931'SOUTHEAST OF A GUY WIRE BASE FOR A POWER LINE POLE.
 FS0931'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 FS0931'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0711 ***********************************************************************
 FR0711  DESIGNATION -  L 487
 FR0711  PID         -  FR0711
 FR0711  STATE/COUNTY-  AZ/MOHAVE
 FR0711  USGS QUAD   -  TRUXTON (1980)
 FR0711
 FR0711                         *CURRENT SURVEY CONTROL
 FR0711  ___________________________________________________________________
 FR0711* NAD 83(1986)-  35 29 11.     (N)    113 33 35.     (W)     SCALED    
 FR0711* NAVD 88     -      1317.556  (meters)    4322.68   (feet)  ADJUSTED  
 FR0711  ___________________________________________________________________
 FR0711  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FR0711  DYNAMIC HT  -        1315.929 (meters)    4317.34  (feet)  COMP
 FR0711  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 FR0711
 FR0711  VERT ORDER  -  FIRST     CLASS II
 FR0711
 FR0711.The horizontal coordinates were scaled from a topographic map and have
 FR0711.an estimated accuracy of +/- 6 seconds.
 FR0711
 FR0711.The orthometric height was determined by differential leveling
 FR0711.and adjusted in June 1991.
 FR0711
 FR0711.The geoid height was determined by GEOID03.
 FR0711
 FR0711.The dynamic height is computed by dividing the NAVD 88
 FR0711.geopotential number by the normal gravity value computed on the
 FR0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0711.degrees latitude (g = 980.6199 gals.).
 FR0711
 FR0711.The modeled gravity was interpolated from observed gravity values.
 FR0711
 FR0711;                    North         East    Units  Estimated Accuracy
 FR0711;SPC AZ W     -   497,560.      230,630.      MT  (+/- 180 meters Scaled)
 FR0711
 FR0711                          SUPERSEDED SURVEY CONTROL
 FR0711
 FR0711.No superseded survey control is available for this station.
 FR0711
 FR0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE677299(NAD 83)
 FR0711_MARKER: DB = BENCH MARK DISK
 FR0711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FR0711_SP_SET: CURB
 FR0711_STAMPING: L 487 1982
 FR0711_MARK LOGO: NGS   
 FR0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0711
 FR0711  HISTORY     - Date     Condition        Report By
 FR0711  HISTORY     - 1982     MONUMENTED       NGS
 FR0711
 FR0711                          STATION DESCRIPTION
 FR0711
 FR0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0711'13.9 KM (8.6 MI) SW FROM PEACH SPRINGS.
 FR0711'13.9 KM (8.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0711'AT PEACH SPRINGS, AT MILEPOST 95, AT THE NORTHEAST EDGE OF TRUXTON,
 FR0711'7.3 METERS (24.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN
 FR0711'TOP AND 1.2 METERS (4.0 FEET) SOUTHWEST OF THE NORTHEAST END OF THE
 FR0711'SOUTHEAST CURB OF A BRIDGE OVER A DRY WASH.
 FR0711'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0738 ***********************************************************************
 FR0738  DESIGNATION -  L 488
 FR0738  PID         -  FR0738
 FR0738  STATE/COUNTY-  AZ/COCONINO
 FR0738  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0738
 FR0738                         *CURRENT SURVEY CONTROL
 FR0738  ___________________________________________________________________
 FR0738* NAD 83(1986)-  35 30 40.     (N)    113 11 20.     (W)     SCALED    
 FR0738* NAVD 88     -      1662.781  (meters)    5455.31   (feet)  ADJUSTED  
 FR0738  ___________________________________________________________________
 FR0738  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0738  DYNAMIC HT  -        1660.626 (meters)    5448.24  (feet)  COMP
 FR0738  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 FR0738
 FR0738  VERT ORDER  -  FIRST     CLASS II
 FR0738
 FR0738.The horizontal coordinates were scaled from a topographic map and have
 FR0738.an estimated accuracy of +/- 6 seconds.
 FR0738
 FR0738.The orthometric height was determined by differential leveling
 FR0738.and adjusted in June 1991.
 FR0738
 FR0738.The geoid height was determined by GEOID03.
 FR0738
 FR0738.The dynamic height is computed by dividing the NAVD 88
 FR0738.geopotential number by the normal gravity value computed on the
 FR0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0738.degrees latitude (g = 980.6199 gals.).
 FR0738
 FR0738.The modeled gravity was interpolated from observed gravity values.
 FR0738
 FR0738;                    North         East    Units  Estimated Accuracy
 FR0738;SPC AZ C     -   501,020.       97,960.      MT  (+/- 180 meters Scaled)
 FR0738
 FR0738                          SUPERSEDED SURVEY CONTROL
 FR0738
 FR0738.No superseded survey control is available for this station.
 FR0738
 FR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE014319(NAD 83)
 FR0738_MARKER: DB = BENCH MARK DISK
 FR0738_SETTING: 66 = SET IN ROCK OUTCROP
 FR0738_SP_SET: ROCK OUTCROP
 FR0738_STAMPING: L 488 1982
 FR0738_MARK LOGO: NGS   
 FR0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0738+STABILITY: POSITION/ELEVATION WELL
 FR0738
 FR0738  HISTORY     - Date     Condition        Report By
 FR0738  HISTORY     - 1982     MONUMENTED       NGS
 FR0738
 FR0738                          STATION DESCRIPTION
 FR0738
 FR0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0738'26.9 KM (16.7 MI) EAST FROM PEACH SPRINGS.
 FR0738'26.9 KM (16.7 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0738'PEACH SPRINGS, 0.8 KM (0.5 MI) NORTHWEST OF THE COCONINO-YAVAPAI
 FR0738'COUNTY LINE, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 118, IN TOP OF A
 FR0738'MASSIVE OUTCROP PROJECTING 3-INCHES ABOVE THE GROUND, 60.9 METERS (200
 FR0738'FT) NORTHWEST OF THE NORTHWEST END OF A STEEL GUARD RAIL, 12.8 METERS
 FR0738'(42 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (30 FT)
 FR0738'SOUTHWEST OF A FENCE.
 FR0738'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0738'THE MARK IS ABOVE LEVEL WITH THE HUGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0774 ***********************************************************************
 FR0774  DESIGNATION -  L 489
 FR0774  PID         -  FR0774
 FR0774  STATE/COUNTY-  AZ/COCONINO
 FR0774  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0774
 FR0774                         *CURRENT SURVEY CONTROL
 FR0774  ___________________________________________________________________
 FR0774* NAD 83(1986)-  35 13 23.     (N)    112 19 39.     (W)     SCALED    
 FR0774* NAVD 88     -      1941.594  (meters)    6370.05   (feet)  ADJUSTED  
 FR0774  ___________________________________________________________________
 FR0774  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 FR0774  DYNAMIC HT  -        1938.895 (meters)    6361.19  (feet)  COMP
 FR0774  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 FR0774
 FR0774  VERT ORDER  -  FIRST     CLASS II
 FR0774
 FR0774.The horizontal coordinates were scaled from a topographic map and have
 FR0774.an estimated accuracy of +/- 6 seconds.
 FR0774
 FR0774.The orthometric height was determined by differential leveling
 FR0774.and adjusted in June 1991.
 FR0774
 FR0774.The geoid height was determined by GEOID03.
 FR0774
 FR0774.The dynamic height is computed by dividing the NAVD 88
 FR0774.geopotential number by the normal gravity value computed on the
 FR0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0774.degrees latitude (g = 980.6199 gals.).
 FR0774
 FR0774.The modeled gravity was interpolated from observed gravity values.
 FR0774
 FR0774;                    North         East    Units  Estimated Accuracy
 FR0774;SPC AZ C     -   468,400.      175,960.      MT  (+/- 180 meters Scaled)
 FR0774
 FR0774                          SUPERSEDED SURVEY CONTROL
 FR0774
 FR0774.No superseded survey control is available for this station.
 FR0774
 FR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD791985(NAD 83)
 FR0774_MARKER: DB = BENCH MARK DISK
 FR0774_SETTING: 66 = SET IN ROCK OUTCROP
 FR0774_SP_SET: ROCK OUTCROP
 FR0774_STAMPING: L 489 1982
 FR0774_MARK LOGO: NGS   
 FR0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0774+STABILITY: POSITION/ELEVATION WELL
 FR0774
 FR0774  HISTORY     - Date     Condition        Report By
 FR0774  HISTORY     - 1982     MONUMENTED       NGS
 FR0774
 FR0774                          STATION DESCRIPTION
 FR0774
 FR0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0774'14.5 KM (9.0 MI) EAST FROM ASH FORK.
 FR0774'14.5 KM (9.0 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0774'US HIGHWAY 89 IN ASH FORK, 14.6 KM (9.1 MI) WEST OF WILLIAMS, AT THE
 FR0774'EAST END OF A LONG HIGHWAY FILL FOR THE EAST BOUND HIGHWAY LANES, IN
 FR0774'TOP OF A SMALL FLAT PORTION OF OUTCROP IN THE BASE OF A MASSIVE
 FR0774'OUTCROP CUT, 36.5 METERS (120 FT) WEST OF THE WEST END OF A HEADWALL,
 FR0774'13.1 METERS (43 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 FR0774'LANES.
 FR0774'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FR0774'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0051 ***********************************************************************
 GP0051  DESIGNATION -  L 49
 GP0051  PID         -  GP0051
 GP0051  STATE/COUNTY-  AZ/NAVAJO
 GP0051  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0051
 GP0051                         *CURRENT SURVEY CONTROL
 GP0051  ___________________________________________________________________
 GP0051* NAD 83(1986)-  36 27 59.     (N)    110 42 01.     (W)     SCALED    
 GP0051* NAVD 88     -      1853.908  (meters)    6082.36   (feet)  ADJUSTED  
 GP0051  ___________________________________________________________________
 GP0051  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 GP0051  DYNAMIC HT  -        1851.567 (meters)    6074.68  (feet)  COMP
 GP0051  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 GP0051
 GP0051  VERT ORDER  -  FIRST     CLASS II
 GP0051
 GP0051.The horizontal coordinates were scaled from a topographic map and have
 GP0051.an estimated accuracy of +/- 6 seconds.
 GP0051
 GP0051.The orthometric height was determined by differential leveling
 GP0051.and adjusted in June 1991.
 GP0051
 GP0051.The geoid height was determined by GEOID03.
 GP0051
 GP0051.The dynamic height is computed by dividing the NAVD 88
 GP0051.geopotential number by the normal gravity value computed on the
 GP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0051.degrees latitude (g = 980.6199 gals.).
 GP0051
 GP0051.The modeled gravity was interpolated from observed gravity values.
 GP0051
 GP0051;                    North         East    Units  Estimated Accuracy
 GP0051;SPC AZ E     -   606,390.      165,540.      MT  (+/- 180 meters Scaled)
 GP0051
 GP0051                          SUPERSEDED SURVEY CONTROL
 GP0051
 GP0051  NGVD 29 (??/??/92) 1852.901  (m)         6079.06   (f) ADJ UNCH    1 2
 GP0051
 GP0051.Superseded values are not recommended for survey control.
 GP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0051.See file dsdata.txt to determine how the superseded data were derived.
 GP0051
 GP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF268357(NAD 83)
 GP0051_MARKER: DB = BENCH MARK DISK
 GP0051_SETTING: 0 = UNSPECIFIED SETTING
 GP0051_STAMPING: L 49 1934
 GP0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0051
 GP0051  HISTORY     - Date     Condition        Report By
 GP0051  HISTORY     - 1934     MONUMENTED       CGS
 GP0051  HISTORY     - 1970     GOOD             USGS
 GP0051  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0051
 GP0051                          STATION DESCRIPTION
 GP0051
 GP0051'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0051'17.9 MI NE FROM TONALEA.
 GP0051'17.9 MILES NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO
 GP0051'COUNTY,.  AT INTERSECTION OF U.S. HWY. 164 AND THE PAVED ROAD TO
 GP0051'SHONTO, PROCEED THEREON 0.4 MILE TO GATE IN RIGHT OF WAY FENCE, PASS
 GP0051'THROUGH, THENCE ALONG FENCE 0.1 MILE TO DIM SCAR OF TUBA CITY-KAYENTA
 GP0051'DIRT ROAD, THENCE SOUTHWEST 0.25 MILE TO MARK 61 FEET NORTHWEST OF
 GP0051'CENTERLINE AND ABOUT 350 FEET SOUTH OF AN UNDERGROUND PIPELINE.
 GP0051
 GP0051                          STATION RECOVERY (1983)
 GP0051
 GP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0383 ***********************************************************************
 FQ0383  DESIGNATION -  L 490
 FQ0383  PID         -  FQ0383
 FQ0383  STATE/COUNTY-  AZ/COCONINO
 FQ0383  USGS QUAD   -  BELLEMONT (1980)
 FQ0383
 FQ0383                         *CURRENT SURVEY CONTROL
 FQ0383  ___________________________________________________________________
 FQ0383* NAD 83(2007)-  35 13 46.95106(N)    111 48 47.18397(W)     ADJUSTED  
 FQ0383* NAVD 88     -      2172.774  (meters)    7128.51   (feet)  ADJUSTED  
 FQ0383  ___________________________________________________________________
 FQ0383  EPOCH DATE  -        2007.00
 FQ0383  X           -  -1,938,728.631 (meters)                     COMP
 FQ0383  Y           -  -4,843,953.496 (meters)                     COMP
 FQ0383  Z           -   3,659,953.331 (meters)                     COMP
 FQ0383  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 FQ0383  ELLIP HEIGHT-        2149.769 (meters)          (02/10/07) ADJUSTED
 FQ0383  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0383  DYNAMIC HT  -        2169.697 (meters)    7118.41  (feet)  COMP
 FQ0383
 FQ0383  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0383  Type    PID    Designation                      North   East  Ellip
 FQ0383  -------------------------------------------------------------------
 FQ0383  NETWORK FQ0383 L 490                             0.22   0.16   0.37
 FQ0383  -------------------------------------------------------------------
 FQ0383  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 FQ0383
 FQ0383  VERT ORDER  -  FIRST     CLASS II
 FQ0383
 FQ0383.This is a reference station for the FLAGSTAFF 2
 FQ0383.National Continuously Operating Reference Station (FST2).
 FQ0383
 FQ0383.The horizontal coordinates were established by GPS observations
 FQ0383.and adjusted by the National Geodetic Survey in February 2007.
 FQ0383
 FQ0383.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0383.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0383.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0383.The epoch date for horizontal control is a decimal equivalence
 FQ0383.of Year/Month/Day.
 FQ0383
 FQ0383.The orthometric height was determined by differential leveling
 FQ0383.and adjusted in June 1991.
 FQ0383
 FQ0383.Photographs are available for this station.
 FQ0383
 FQ0383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0383
 FQ0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0383
 FQ0383.The ellipsoidal height was determined by GPS observations
 FQ0383.and is referenced to NAD 83.
 FQ0383
 FQ0383.The geoid height was determined by GEOID03.
 FQ0383
 FQ0383.The dynamic height is computed by dividing the NAVD 88
 FQ0383.geopotential number by the normal gravity value computed on the
 FQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0383.degrees latitude (g = 980.6199 gals.).
 FQ0383
 FQ0383.The modeled gravity was interpolated from observed gravity values.
 FQ0383
 FQ0383;                    North         East     Units Scale Factor Converg.
 FQ0383;SPC AZ C     -   469,061.073   222,786.367   MT  0.99990109   +0 03 35.1
 FQ0383;SPC AZ C     - 1,538,914.28    730,926.40   iFT  0.99990109   +0 03 35.1
 FQ0383;UTM  12      - 3,898,820.230   426,009.784   MT  0.99966747   -0 28 08.6
 FQ0383
 FQ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0383!SPC AZ C     -   0.99966268  x   0.99990109  =   0.99956380
 FQ0383!UTM  12      -   0.99966268  x   0.99966747  =   0.99933026
 FQ0383
 FQ0383                          SUPERSEDED SURVEY CONTROL
 FQ0383
 FQ0383  NAD 83(1992)-  35 13 46.94979(N)    111 48 47.18317(W) AD(       ) B
 FQ0383  ELLIP H (01/09/01) 2149.794  (m)                       GP(       ) 4 1
 FQ0383  NAVD 88 (01/09/01) 2172.77   (m)         7128.5    (f) LEVELING    3  
 FQ0383
 FQ0383.Superseded values are not recommended for survey control.
 FQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0383.See file dsdata.txt to determine how the superseded data were derived.
 FQ0383
 FQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2601098820(NAD 83)
 FQ0383_MARKER: DV = VERTICAL CONTROL DISK
 FQ0383_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0383_SP_SET: ROCK OUTCROP
 FQ0383_STAMPING: L 490 1982
 FQ0383_MARK LOGO: NGS   
 FQ0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0383+STABILITY: POSITION/ELEVATION WELL
 FQ0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0383+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FQ0383
 FQ0383  HISTORY     - Date     Condition        Report By
 FQ0383  HISTORY     - 1982     MONUMENTED       NGS
 FQ0383  HISTORY     - 20000906 GOOD             NGS
 FQ0383  HISTORY     - 20040723 GOOD             COMPDA
 FQ0383  HISTORY     - 20050401 GOOD             NGS
 FQ0383
 FQ0383                          STATION DESCRIPTION
 FQ0383
 FQ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0383'15.9 KM (9.9 MI) WEST FROM FLAGSTAFF.
 FQ0383'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0383'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 2.9 KM (1.8 MI) WEST ALONG
 FQ0383'OLD US HIGHWAY 66, 1.3 KM (0.8 MI) EAST OF THE BELLEMONT ROAD OVERPASS
 FQ0383'OVER INTERSTATE HIGHWAY 40, 0.2 KM (0.1 MI) WEST OF RAILROAD BRIDGE
 FQ0383'355.0, IN TOP OF A FLAT EXPOSSED PORTION OF VOLCANIC OUTCROP FLUSH
 FQ0383'WITH THE GROUND AND ON THE WEST BANK OF A WATER WAY, AT RAILROAD
 FQ0383'MILEAGE 355, 45.7 METERS (150 FT) WEST OF A 8 BY 20 FOOT BOX CULVERT,
 FQ0383'33.5 METERS (110 FT) NORTH OF THE NORTH RAIL, 14.6 METERS (48 FT)
 FQ0383'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, 8.2 METERS (27 FT) NORTH
 FQ0383'OF THE CENTERLINE OF AN ACCESS ROAD,
 FQ0383'THE MARK IS 2 M BELOW THE HIGHWAY.
 FQ0383
 FQ0383                          STATION RECOVERY (2000)
 FQ0383
 FQ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0383'16.2 KM (10.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FQ0383'JUNCTION OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.4 KM (0.25
 FQ0383'MI) WESTERLY ALONG THE OFF RAMP AT EXIT 185, THENCE 0.3 KM (0.20 MI)
 FQ0383'SOUTHERLY ALONG TRANSWESTERN ROAD, THENCE 1.2 KM (0.75 MI) EASTERLY
 FQ0383'ALONG EAST BELLEMONT ROAD, NEAR THE NORTH CORNER OF A 6 BY 8-FOOT AREA
 FQ0383'OF OUTCROPPING BEDROCK, 41.7 M (136.8 FT) SOUTHWEST OF THE SOUTHWEST
 FQ0383'CORNER OF A BOX CULVERT UNDER THE ROAD, 31.9 M (104.7 FT) NORTH OF THE
 FQ0383'NEAR RAIL OF THE BURLINGTON NORTHERN SANTA FE RAILROAD, 13.5 M (44.3
 FQ0383'FT) SOUTH OF THE ROAD CENTERLINE, 6.6 M (21.7 FT) NORTH OF THE CENTER
 FQ0383'OF A TRACK ROAD, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M
 FQ0383'(0.7 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE MONUMENT IS ON THE
 FQ0383'ROAD RIGHT-OF-WAY.  THIS IS A CORS SITE REFERENCE STATION.
 FQ0383
 FQ0383                          STATION RECOVERY (2004)
 FQ0383
 FQ0383'RECOVERY NOTE BY COMPASSDATA INC 2004 (JC)
 FQ0383'RECOVERED IN GOOD CONDITION.
 FQ0383
 FQ0383                          STATION RECOVERY (2005)
 FQ0383
 FQ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FQ0383'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0407 ***********************************************************************
 FQ0407  DESIGNATION -  L 491
 FQ0407  PID         -  FQ0407
 FQ0407  STATE/COUNTY-  AZ/COCONINO
 FQ0407  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0407
 FQ0407                         *CURRENT SURVEY CONTROL
 FQ0407  ___________________________________________________________________
 FQ0407* NAD 83(1986)-  35 01 31.     (N)    111 44 17.     (W)     SCALED    
 FQ0407* NAVD 88     -      1751.402  (meters)    5746.06   (feet)  ADJUSTED  
 FQ0407  ___________________________________________________________________
 FQ0407  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0407  DYNAMIC HT  -        1748.964 (meters)    5738.06  (feet)  COMP
 FQ0407  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 FQ0407
 FQ0407  VERT ORDER  -  FIRST     CLASS II
 FQ0407
 FQ0407.The horizontal coordinates were scaled from a topographic map and have
 FQ0407.an estimated accuracy of +/- 6 seconds.
 FQ0407
 FQ0407.The orthometric height was determined by differential leveling
 FQ0407.and adjusted in June 1991.
 FQ0407
 FQ0407.The geoid height was determined by GEOID03.
 FQ0407
 FQ0407.The dynamic height is computed by dividing the NAVD 88
 FQ0407.geopotential number by the normal gravity value computed on the
 FQ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0407.degrees latitude (g = 980.6199 gals.).
 FQ0407
 FQ0407.The modeled gravity was interpolated from observed gravity values.
 FQ0407
 FQ0407;                    North         East    Units  Estimated Accuracy
 FQ0407;SPC AZ C     -   446,390.      229,660.      MT  (+/- 180 meters Scaled)
 FQ0407
 FQ0407                          SUPERSEDED SURVEY CONTROL
 FQ0407
 FQ0407.No superseded survey control is available for this station.
 FQ0407
 FQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD326760(NAD 83)
 FQ0407_MARKER: DB = BENCH MARK DISK
 FQ0407_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0407_SP_SET: ROCK OUTCROP
 FQ0407_STAMPING: L 491 1982
 FQ0407_MARK LOGO: NGS   
 FQ0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0407+STABILITY: POSITION/ELEVATION WELL
 FQ0407
 FQ0407  HISTORY     - Date     Condition        Report By
 FQ0407  HISTORY     - 1982     MONUMENTED       NGS
 FQ0407
 FQ0407                          STATION DESCRIPTION
 FQ0407
 FQ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0407'21.9 KM (13.6 MI) SW FROM FLAGSTAFF.
 FQ0407'21.9 KM (13.6 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0407'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE
 FQ0407'BASE OF A HIGH SANDSTONE CUT AT THE ENTRANCE TO A FISH HATCHERY, 2.4
 FQ0407'METERS (18.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.8 METERS (75.0
 FQ0407'FT) NORTHEAST OF A DRIVE WAY GATE, 9.1 METERS (30.0 FT) WEST OF THE
 FQ0407'NORTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT.
 FQ0407'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 FQ0407'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0461 ***********************************************************************
 FQ0461  DESIGNATION -  L 492
 FQ0461  PID         -  FQ0461
 FQ0461  STATE/COUNTY-  AZ/COCONINO
 FQ0461  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0461
 FQ0461                         *CURRENT SURVEY CONTROL
 FQ0461  ___________________________________________________________________
 FQ0461* NAD 83(1986)-  35 16 28.     (N)    111 32 35.     (W)     SCALED    
 FQ0461* NAVD 88     -      2050.971  (meters)    6728.89   (feet)  ADJUSTED  
 FQ0461  ___________________________________________________________________
 FQ0461  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0461  DYNAMIC HT  -        2048.082 (meters)    6719.42  (feet)  COMP
 FQ0461  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 FQ0461
 FQ0461  VERT ORDER  -  FIRST     CLASS II
 FQ0461
 FQ0461.The horizontal coordinates were scaled from a topographic map and have
 FQ0461.an estimated accuracy of +/- 6 seconds.
 FQ0461
 FQ0461.The orthometric height was determined by differential leveling
 FQ0461.and adjusted in June 1991.
 FQ0461
 FQ0461.The geoid height was determined by GEOID03.
 FQ0461
 FQ0461.The dynamic height is computed by dividing the NAVD 88
 FQ0461.geopotential number by the normal gravity value computed on the
 FQ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0461.degrees latitude (g = 980.6199 gals.).
 FQ0461
 FQ0461.The modeled gravity was interpolated from observed gravity values.
 FQ0461
 FQ0461;                    North         East    Units  Estimated Accuracy
 FQ0461;SPC AZ C     -   474,080.      247,350.      MT  (+/- 180 meters Scaled)
 FQ0461
 FQ0461                          SUPERSEDED SURVEY CONTROL
 FQ0461
 FQ0461.No superseded survey control is available for this station.
 FQ0461
 FQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE506036(NAD 83)
 FQ0461_MARKER: I = METAL ROD
 FQ0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0461_SP_SET: STAINLESS STEEL ROD
 FQ0461_STAMPING: L 492 1982
 FQ0461_MARK LOGO: NGS   
 FQ0461_PROJECTION: FLUSH
 FQ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0461_ROD/PIPE-DEPTH: 10.9 meters
 FQ0461
 FQ0461  HISTORY     - Date     Condition        Report By
 FQ0461  HISTORY     - 1982     MONUMENTED       NGS
 FQ0461
 FQ0461                          STATION DESCRIPTION
 FQ0461
 FQ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0461'17.7 KM (11.0 MI) NORTH FROM FLAGSTAFF.
 FQ0461'17.7 KM (11.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0461'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT MILEPOST 423 AND AN
 FQ0461'OFFSET IN THE RIGHT OF WAY FENCE, 19.8 METERS (65 FT) EAST OF THE
 FQ0461'HIGHWAY CENTERLINE, 9.1 METERS (30 FT) WEST OF TELEPHONE POLE 9, 4.8
 FQ0461'METERS (16 FT) NORTH OF THE NORTH END OF A GATE, 2.1 METERS (7 FT)
 FQ0461'WEST OF THE RIGHT OF WAY FENCE, 0.9 METER (3 FT) NORTH OF A 10-INCH
 FQ0461'PINE TREE.
 FQ0461'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0665 ***********************************************************************
 ES0665  DESIGNATION -  L 493
 ES0665  PID         -  ES0665
 ES0665  STATE/COUNTY-  AZ/YAVAPAI
 ES0665  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0665
 ES0665                         *CURRENT SURVEY CONTROL
 ES0665  ___________________________________________________________________
 ES0665* NAD 83(1986)-  34 45 39.     (N)    111 56 50.     (W)     SCALED    
 ES0665* NAVD 88     -      1126.735  (meters)    3696.63   (feet)  ADJUSTED  
 ES0665  ___________________________________________________________________
 ES0665  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 ES0665  DYNAMIC HT  -        1125.318 (meters)    3691.98  (feet)  COMP
 ES0665  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 ES0665
 ES0665  VERT ORDER  -  FIRST     CLASS II
 ES0665
 ES0665.The horizontal coordinates were scaled from a topographic map and have
 ES0665.an estimated accuracy of +/- 6 seconds.
 ES0665
 ES0665.The orthometric height was determined by differential leveling
 ES0665.and adjusted in June 1991.
 ES0665
 ES0665.The geoid height was determined by GEOID03.
 ES0665
 ES0665.The dynamic height is computed by dividing the NAVD 88
 ES0665.geopotential number by the normal gravity value computed on the
 ES0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0665.degrees latitude (g = 980.6199 gals.).
 ES0665
 ES0665.The modeled gravity was interpolated from observed gravity values.
 ES0665
 ES0665;                    North         East    Units  Estimated Accuracy
 ES0665;SPC AZ C     -   417,050.      210,560.      MT  (+/- 180 meters Scaled)
 ES0665
 ES0665                          SUPERSEDED SURVEY CONTROL
 ES0665
 ES0665.No superseded survey control is available for this station.
 ES0665
 ES0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD133469(NAD 83)
 ES0665_MARKER: DB = BENCH MARK DISK
 ES0665_SETTING: 66 = SET IN ROCK OUTCROP
 ES0665_SP_SET: ROCK OUTCROP
 ES0665_STAMPING: L 493 1982
 ES0665_MARK LOGO: NGS   
 ES0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0665+STABILITY: POSITION/ELEVATION WELL
 ES0665
 ES0665  HISTORY     - Date     Condition        Report By
 ES0665  HISTORY     - 1982     MONUMENTED       NGS
 ES0665  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ES0665
 ES0665                          STATION DESCRIPTION
 ES0665
 ES0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0665'6.9 KM (4.3 MI) NE FROM COTTONWOOD.
 ES0665'6.9 KM (4.3 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0665'JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, AT THE CREST OF A GRADE
 ES0665'IN TOP OF THE SOUTHWEST END OF A SANDSTONE CUT, 6.4 METERS (21 FT)
 ES0665'SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT) NORTHWEST OF
 ES0665'A FENCE, 13.7 METERS (45 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 ES0665'CUT.
 ES0665'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0665'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 ES0665
 ES0665                          STATION RECOVERY (2005)
 ES0665
 ES0665'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0665'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0690 ***********************************************************************
 ES0690  DESIGNATION -  L 494
 ES0690  PID         -  ES0690
 ES0690  STATE/COUNTY-  AZ/YAVAPAI
 ES0690  USGS QUAD   -  CAMP VERDE (1969)
 ES0690
 ES0690                         *CURRENT SURVEY CONTROL
 ES0690  ___________________________________________________________________
 ES0690* NAD 83(1986)-  34 30 29.     (N)    111 46 01.     (W)     SCALED    
 ES0690* NAVD 88     -      1041.585  (meters)    3417.27   (feet)  ADJUSTED  
 ES0690  ___________________________________________________________________
 ES0690  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 ES0690  DYNAMIC HT  -        1040.266 (meters)    3412.94  (feet)  COMP
 ES0690  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 ES0690  OBS GRAVITY -     979,333.9   (mgal)                       GRAV_OBS
 ES0690
 ES0690  VERT ORDER  -  FIRST     CLASS II
 ES0690
 ES0690.The horizontal coordinates were scaled from a topographic map and have
 ES0690.an estimated accuracy of +/- 6 seconds.
 ES0690
 ES0690.The orthometric height was determined by differential leveling
 ES0690.and adjusted in June 1991.
 ES0690
 ES0690.The geoid height was determined by GEOID03.
 ES0690
 ES0690.The dynamic height is computed by dividing the NAVD 88
 ES0690.geopotential number by the normal gravity value computed on the
 ES0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0690.degrees latitude (g = 980.6199 gals.).
 ES0690
 ES0690.The modeled gravity was interpolated from observed gravity values.
 ES0690.The observed gravity was obtained from relative gravimeter ties
 ES0690.to the IGSN71 gravity network.
 ES0690
 ES0690;                    North         East    Units  Estimated Accuracy
 ES0690;SPC AZ C     -   389,020.      227,110.      MT  (+/- 180 meters Scaled)
 ES0690
 ES0690                          SUPERSEDED SURVEY CONTROL
 ES0690
 ES0690.No superseded survey control is available for this station.
 ES0690
 ES0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD295187(NAD 83)
 ES0690_MARKER: I = METAL ROD
 ES0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0690_SP_SET: STAINLESS STEEL ROD
 ES0690_STAMPING: L 494 1982
 ES0690_MARK LOGO: NGS   
 ES0690_PROJECTION: FLUSH
 ES0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0690_ROD/PIPE-DEPTH: 2.4  meters
 ES0690
 ES0690  HISTORY     - Date     Condition        Report By
 ES0690  HISTORY     - 1982     MONUMENTED       NGS
 ES0690
 ES0690                          STATION DESCRIPTION
 ES0690
 ES0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0690'12.1 KM (7.5 MI) SE FROM CAMP VERDE.
 ES0690'12.1 KM (7.5 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0690'OFFICE IN CAMP VERDE, AT THREE WOODEN BRACE POLES IN THE RIGHT OF WAY
 ES0690'FENCE NEAR THE CREST OF A HILL, 28.7 METERS (94 FT) NORTHEAST OF THE
 ES0690'HIGHWAY CENTERLINE, 0.5 METER (1.5 FT) SOUTHWEST OF A FENCE.
 ES0690'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ES0690'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0716 ***********************************************************************
 ES0716  DESIGNATION -  L 495
 ES0716  PID         -  ES0716
 ES0716  STATE/COUNTY-  AZ/GILA
 ES0716  USGS QUAD   -  STRAWBERRY (1967)
 ES0716
 ES0716                         *CURRENT SURVEY CONTROL
 ES0716  ___________________________________________________________________
 ES0716* NAD 83(1986)-  34 24 26.     (N)    111 35 27.     (W)     SCALED    
 ES0716* NAVD 88     -      1554.237  (meters)    5099.19   (feet)  ADJUSTED  
 ES0716  ___________________________________________________________________
 ES0716  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ES0716  DYNAMIC HT  -        1552.114 (meters)    5092.23  (feet)  COMP
 ES0716  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 ES0716
 ES0716  VERT ORDER  -  FIRST     CLASS II
 ES0716
 ES0716.The horizontal coordinates were scaled from a topographic map and have
 ES0716.an estimated accuracy of +/- 6 seconds.
 ES0716
 ES0716.The orthometric height was determined by differential leveling
 ES0716.and adjusted in June 1991.
 ES0716
 ES0716.The geoid height was determined by GEOID03.
 ES0716
 ES0716.The dynamic height is computed by dividing the NAVD 88
 ES0716.geopotential number by the normal gravity value computed on the
 ES0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0716.degrees latitude (g = 980.6199 gals.).
 ES0716
 ES0716.The modeled gravity was interpolated from observed gravity values.
 ES0716
 ES0716;                    North         East    Units  Estimated Accuracy
 ES0716;SPC AZ E     -   378,740.       82,430.      MT  (+/- 180 meters Scaled)
 ES0716
 ES0716                          SUPERSEDED SURVEY CONTROL
 ES0716
 ES0716.No superseded survey control is available for this station.
 ES0716
 ES0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD456074(NAD 83)
 ES0716_MARKER: DB = BENCH MARK DISK
 ES0716_SETTING: 66 = SET IN ROCK OUTCROP
 ES0716_SP_SET: ROCK OUTCROP
 ES0716_STAMPING: L 495 1982
 ES0716_MARK LOGO: NGS   
 ES0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0716+STABILITY: POSITION/ELEVATION WELL
 ES0716
 ES0716  HISTORY     - Date     Condition        Report By
 ES0716  HISTORY     - 1982     MONUMENTED       NGS
 ES0716
 ES0716                          STATION DESCRIPTION
 ES0716
 ES0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0716'15.3 KM (9.5 MI) NW FROM PINE.
 ES0716'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0716'IN PINE, THENCE 10.5 KM (6.5 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0716'OF A LEDGE OF MASSIVE SANDSTONE OUTCROP ON THE INSIDE OF A LONG CURVE,
 ES0716'4.9 METERS (16 FT) SOUTHEAST OF THE ROAD CENTERLINE.
 ES0716'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0716'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0737 ***********************************************************************
 ES0737  DESIGNATION -  L 496
 ES0737  PID         -  ES0737
 ES0737  STATE/COUNTY-  AZ/GILA
 ES0737  USGS QUAD   -  PAYSON NORTH (1973)
 ES0737
 ES0737                         *CURRENT SURVEY CONTROL
 ES0737  ___________________________________________________________________
 ES0737* NAD 83(1986)-  34 19 01.     (N)    111 22 26.     (W)     SCALED    
 ES0737* NAVD 88     -      1431.748  (meters)    4697.33   (feet)  ADJUSTED  
 ES0737  ___________________________________________________________________
 ES0737  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 ES0737  DYNAMIC HT  -        1429.791 (meters)    4690.91  (feet)  COMP
 ES0737  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 ES0737
 ES0737  VERT ORDER  -  FIRST     CLASS II
 ES0737
 ES0737.The horizontal coordinates were scaled from a topographic map and have
 ES0737.an estimated accuracy of +/- 6 seconds.
 ES0737
 ES0737.The orthometric height was determined by differential leveling
 ES0737.and adjusted in June 1991.
 ES0737
 ES0737.The geoid height was determined by GEOID03.
 ES0737
 ES0737.The dynamic height is computed by dividing the NAVD 88
 ES0737.geopotential number by the normal gravity value computed on the
 ES0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0737.degrees latitude (g = 980.6199 gals.).
 ES0737
 ES0737.The modeled gravity was interpolated from observed gravity values.
 ES0737
 ES0737;                    North         East    Units  Estimated Accuracy
 ES0737;SPC AZ E     -   368,470.      102,260.      MT  (+/- 180 meters Scaled)
 ES0737
 ES0737                          SUPERSEDED SURVEY CONTROL
 ES0737
 ES0737.No superseded survey control is available for this station.
 ES0737
 ES0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC656973(NAD 83)
 ES0737_MARKER: DB = BENCH MARK DISK
 ES0737_SETTING: 66 = SET IN ROCK OUTCROP
 ES0737_SP_SET: ROCK OUTCROP
 ES0737_STAMPING: L 496 1982
 ES0737_MARK LOGO: NGS   
 ES0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0737+STABILITY: POSITION/ELEVATION WELL
 ES0737
 ES0737  HISTORY     - Date     Condition        Report By
 ES0737  HISTORY     - 1982     MONUMENTED       NGS
 ES0737  HISTORY     - 19980819 GOOD             USPSQD
 ES0737  HISTORY     - 20080808 GOOD             GEOCAC
 ES0737
 ES0737                          STATION DESCRIPTION
 ES0737
 ES0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0737'12.6 KM (7.8 MI) SE FROM PINE.
 ES0737'12.6 KM (7.8 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0737'IN PINE, IN TOP OF A MASSIVE LIMESTONE OUTCROP PROJECTING 4 FEET ABOVE
 ES0737'THE SURFACE OF THE GROUND, 7.3 METERS (24 FT) NORTHEAST OF THE HIGHWAY
 ES0737'CENTERLINE, 26.8 METERS (88 FT) NORTHWEST OF THE NORTHEAST END OF A
 ES0737'18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0737'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0737'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0737
 ES0737                          STATION RECOVERY (1998)
 ES0737
 ES0737'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0737'RECOVERED IN GOOD CONDITION.
 ES0737
 ES0737                          STATION RECOVERY (2008)
 ES0737
 ES0737'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0737'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0737'34 19 00.4 (N)   111 22 26.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1606 ***********************************************************************
 DU1606  DESIGNATION -  L 497
 DU1606  PID         -  DU1606
 DU1606  STATE/COUNTY-  AZ/GILA
 DU1606  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1606
 DU1606                         *CURRENT SURVEY CONTROL
 DU1606  ___________________________________________________________________
 DU1606* NAD 83(1986)-  33 59 30.     (N)    111 18 53.     (W)     SCALED    
 DU1606* NAVD 88     -       844.017  (meters)    2769.08   (feet)  ADJUSTED  
 DU1606  ___________________________________________________________________
 DU1606  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU1606  DYNAMIC HT  -         842.945 (meters)    2765.56  (feet)  COMP
 DU1606  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 DU1606  OBS GRAVITY -     979,341.2   (mgal)                       GRAV_OBS
 DU1606
 DU1606  VERT ORDER  -  FIRST     CLASS II
 DU1606
 DU1606.The horizontal coordinates were scaled from a topographic map and have
 DU1606.an estimated accuracy of +/- 6 seconds.
 DU1606
 DU1606.The orthometric height was determined by differential leveling
 DU1606.and adjusted in June 1991.
 DU1606
 DU1606.The geoid height was determined by GEOID03.
 DU1606
 DU1606.The dynamic height is computed by dividing the NAVD 88
 DU1606.geopotential number by the normal gravity value computed on the
 DU1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1606.degrees latitude (g = 980.6199 gals.).
 DU1606
 DU1606.The modeled gravity was interpolated from observed gravity values.
 DU1606.The observed gravity was obtained from relative gravimeter ties
 DU1606.to the IGSN71 gravity network.
 DU1606
 DU1606;                    North         East    Units  Estimated Accuracy
 DU1606;SPC AZ E     -   332,320.      107,300.      MT  (+/- 180 meters Scaled)
 DU1606
 DU1606                          SUPERSEDED SURVEY CONTROL
 DU1606
 DU1606.No superseded survey control is available for this station.
 DU1606
 DU1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709612(NAD 83)
 DU1606_MARKER: DB = BENCH MARK DISK
 DU1606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1606_SP_SET: CURB
 DU1606_STAMPING: L 497 1982
 DU1606_MARK LOGO: NGS   
 DU1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1606
 DU1606  HISTORY     - Date     Condition        Report By
 DU1606  HISTORY     - 1982     MONUMENTED       NGS
 DU1606
 DU1606                          STATION DESCRIPTION
 DU1606
 DU1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DU1606'15.1 KM (9.4 MI) NORTH FROM PUNKIN CENTER.
 DU1606'15.1 KM (9.4 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1606'PUNKIN CENTER, 0.7 METER (2 FT) NORTH OF THE SOUTH END OF THE EAST
 DU1606'CURB DIRECTLY OVER AN ABUTMENT OF THE CONCRETE BRIDGE OVER GOLD CREEK,
 DU1606'0.2 KM (0.1 MI) NORTH OF MILEPOST 272, 4.3 METERS (14 FT) EAST OF THE
 DU1606'HIGHWAY CENTERLINE.
 DU1606'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1636 ***********************************************************************
 DU1636  DESIGNATION -  L 498
 DU1636  PID         -  DU1636
 DU1636  STATE/COUNTY-  AZ/GILA
 DU1636  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1636
 DU1636                         *CURRENT SURVEY CONTROL
 DU1636  ___________________________________________________________________
 DU1636* NAD 83(1986)-  33 42 04.     (N)    111 11 45.     (W)     SCALED    
 DU1636* NAVD 88     -       670.631  (meters)    2200.23   (feet)  ADJUSTED  
 DU1636  ___________________________________________________________________
 DU1636  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DU1636  DYNAMIC HT  -         669.779 (meters)    2197.43  (feet)  COMP
 DU1636  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 DU1636
 DU1636  VERT ORDER  -  FIRST     CLASS II
 DU1636
 DU1636.The horizontal coordinates were scaled from a topographic map and have
 DU1636.an estimated accuracy of +/- 6 seconds.
 DU1636
 DU1636.The orthometric height was determined by differential leveling
 DU1636.and adjusted in June 1991.
 DU1636
 DU1636.The geoid height was determined by GEOID03.
 DU1636
 DU1636.The dynamic height is computed by dividing the NAVD 88
 DU1636.geopotential number by the normal gravity value computed on the
 DU1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1636.degrees latitude (g = 980.6199 gals.).
 DU1636
 DU1636.The modeled gravity was interpolated from observed gravity values.
 DU1636
 DU1636;                    North         East    Units  Estimated Accuracy
 DU1636;SPC AZ E     -   299,980.      117,960.      MT  (+/- 180 meters Scaled)
 DU1636
 DU1636                          SUPERSEDED SURVEY CONTROL
 DU1636
 DU1636.No superseded survey control is available for this station.
 DU1636
 DU1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC818290(NAD 83)
 DU1636_MARKER: I = METAL ROD
 DU1636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1636_SP_SET: STAINLESS STEEL ROD
 DU1636_STAMPING: L 498 1983
 DU1636_MARK LOGO: NGS   
 DU1636_PROJECTION: FLUSH
 DU1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1636_ROD/PIPE-DEPTH: 3.6  meters
 DU1636
 DU1636  HISTORY     - Date     Condition        Report By
 DU1636  HISTORY     - 1983     MONUMENTED       NGS
 DU1636
 DU1636                          STATION DESCRIPTION
 DU1636
 DU1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1636'5.8 KM (3.6 MI) NW FROM ROOSEVELT DAM.
 DU1636'5.8 KM (3.6 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1636'ROOSEVELT DAM, AT THE MILLS CANYON CREEK CROSSING, IN THE BASE OF THE
 DU1636'SOUTH SLOPE OF A LARGE RAVINE, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST
 DU1636'245, 12.8 METERS (42 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 38.5
 DU1636'METERS (126 FT) SOUTH OF THE SOUTH CORNER OF A CONCRETE DIP APRON.
 DU1636'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 DU1636'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0356 ***********************************************************************
 GP0356  DESIGNATION -  L 499
 GP0356  PID         -  GP0356
 GP0356  STATE/COUNTY-  AZ/COCONINO
 GP0356  USGS QUAD   -  PAGE (1985)
 GP0356
 GP0356                         *CURRENT SURVEY CONTROL
 GP0356  ___________________________________________________________________
 GP0356* NAD 83(1986)-  36 56 06.     (N)    111 29 11.     (W)     SCALED    
 GP0356* NAVD 88     -      1169.300  (meters)    3836.28   (feet)  ADJUSTED  
 GP0356  ___________________________________________________________________
 GP0356  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0356  DYNAMIC HT  -        1167.981 (meters)    3831.95  (feet)  COMP
 GP0356  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 GP0356
 GP0356  VERT ORDER  -  FIRST     CLASS II
 GP0356
 GP0356.The horizontal coordinates were scaled from a topographic map and have
 GP0356.an estimated accuracy of +/- 6 seconds.
 GP0356
 GP0356.The orthometric height was determined by differential leveling
 GP0356.and adjusted in June 1991.
 GP0356
 GP0356.The geoid height was determined by GEOID03.
 GP0356
 GP0356.The dynamic height is computed by dividing the NAVD 88
 GP0356.geopotential number by the normal gravity value computed on the
 GP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0356.degrees latitude (g = 980.6199 gals.).
 GP0356
 GP0356.The modeled gravity was interpolated from observed gravity values.
 GP0356
 GP0356;                    North         East    Units  Estimated Accuracy
 GP0356;SPC AZ C     -   658,340.      251,690.      MT  (+/- 180 meters Scaled)
 GP0356
 GP0356                          SUPERSEDED SURVEY CONTROL
 GP0356
 GP0356.No superseded survey control is available for this station.
 GP0356
 GP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF566877(NAD 83)
 GP0356_MARKER: DB = BENCH MARK DISK
 GP0356_SETTING: 66 = SET IN ROCK OUTCROP
 GP0356_SP_SET: ROCK OUTCROP
 GP0356_STAMPING: L 499 1983
 GP0356_MARK LOGO: NGS   
 GP0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0356+STABILITY: POSITION/ELEVATION WELL
 GP0356
 GP0356  HISTORY     - Date     Condition        Report By
 GP0356  HISTORY     - 1983     MONUMENTED       NGS
 GP0356  HISTORY     - 1988     GOOD             USPSQD
 GP0356
 GP0356                          STATION DESCRIPTION
 GP0356
 GP0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0356'0.1 KM (0.06 MI) WEST FROM PAGE.
 GP0356'0.1 KM (0.06 MI) WEST ALONG US HIGHWAY 89 FROM THE SOUTHWEST END OF
 GP0356'THE GLEN CANYON BRIDGE IN PAGE, IN THE WEST CORNER OF THE T-JUNCTION
 GP0356'OF A PAVED ROAD LEADING NORTH TO THE WAHWEAP MARINA, IN TOP OF THE
 GP0356'NORTHEAST END OF A 4- BY 8-FOOT PORTION OF SANDSTONE IN THE NORTHEAST
 GP0356'END OF A BEDROCK CUT, 0.27 KM (0.17 MI) SOUTHEAST OF MILEPOST 550,
 GP0356'11.7 METERS (38.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 28.8 METERS
 GP0356'(94.5 FT) SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 4.1 METERS
 GP0356'(13.5 FT) SOUTHWEST OF A METAL STREET LAMP POLE, 0.9 METER (3 FT)
 GP0356'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK.
 GP0356'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0356'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 GP0356
 GP0356                          STATION RECOVERY (1988)
 GP0356
 GP0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAB)
 GP0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0259 ***********************************************************************
 FQ0259  DESIGNATION -  L 5
 FQ0259  PID         -  FQ0259
 FQ0259  STATE/COUNTY-  AZ/COCONINO
 FQ0259  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0259
 FQ0259                         *CURRENT SURVEY CONTROL
 FQ0259  ___________________________________________________________________
 FQ0259* NAD 83(1986)-  35 14 52.     (N)    111 33 38.     (W)     SCALED    
 FQ0259* NAVD 88     -      2093.037  (meters)    6866.91   (feet)  POSTED    
 FQ0259  ___________________________________________________________________
 FQ0259  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0259  DYNAMIC HT  -        2090.040 (meters)    6857.07  (feet)  COMP
 FQ0259  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 FQ0259
 FQ0259  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0259
 FQ0259.The horizontal coordinates were scaled from a topographic map and have
 FQ0259.an estimated accuracy of +/- 6 seconds.
 FQ0259
 FQ0259.The orthometric height was determined by differential leveling
 FQ0259.and adjusted by the  in 1992.
 FQ0259.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0259.rate of 0.0 thru 1.0 mm/km.
 FQ0259
 FQ0259.The geoid height was determined by GEOID03.
 FQ0259
 FQ0259.The dynamic height is computed by dividing the NAVD 88
 FQ0259.geopotential number by the normal gravity value computed on the
 FQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0259.degrees latitude (g = 980.6199 gals.).
 FQ0259
 FQ0259.The modeled gravity was interpolated from observed gravity values.
 FQ0259
 FQ0259;                    North         East    Units  Estimated Accuracy
 FQ0259;SPC AZ C     -   471,120.      245,770.      MT  (+/- 180 meters Scaled)
 FQ0259
 FQ0259                          SUPERSEDED SURVEY CONTROL
 FQ0259
 FQ0259  NGVD 29 (??/??/92) 2091.983  (m)         6863.45   (f) ADJ UNCH    1 2
 FQ0259
 FQ0259.Superseded values are not recommended for survey control.
 FQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0259.See file dsdata.txt to determine how the superseded data were derived.
 FQ0259
 FQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE490006(NAD 83)
 FQ0259_MARKER: DB = BENCH MARK DISK
 FQ0259_SETTING: 80 = SET IN A BOULDER
 FQ0259_SP_SET: BOULDER
 FQ0259_STAMPING: L 5 1921
 FQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0259+STABILITY: SURFACE MOTION
 FQ0259
 FQ0259  HISTORY     - Date     Condition        Report By
 FQ0259  HISTORY     - 1921     MONUMENTED       CGS
 FQ0259  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0259
 FQ0259                          STATION DESCRIPTION
 FQ0259
 FQ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0259'IN TOWNSEND.
 FQ0259'AT TOWNSEND, COCONINO COUNTY, AT THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FQ0259'89, 100 FEET NORTH OF U.S. HIGHWAY 66, 20 FEET WEST OF THE CENTERLINE
 FQ0259'OF U.S. HIGHWAY 89, AT THE EDGE OF A DRAW, AND IN A BOULDER AT THE
 FQ0259'FOOT OF A PINE STUMP.  A STANDARD DISK, STAMPED L 5 1921.  NOTE-- THE
 FQ0259'HIGHWAY HAS BEEN GREATLY WIDENED, AND THE MARK HAS BEEN MOVED AND LOST
 FQ0259'IN THE CONSTRUCTION OF A DEEP BORROW PIT AT THE SIDE OF THE NEW
 FQ0259'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0152 ***********************************************************************
 GP0152  DESIGNATION -  L 50
 GP0152  PID         -  GP0152
 GP0152  STATE/COUNTY-  AZ/COCONINO
 GP0152  USGS QUAD   -  TUBA CITY (1969)
 GP0152
 GP0152                         *CURRENT SURVEY CONTROL
 GP0152  ___________________________________________________________________
 GP0152* NAD 83(1986)-  36 07 49.     (N)    111 14 18.     (W)     SCALED    
 GP0152* NAVD 88     -      1505.769  (meters)    4940.18   (feet)  ADJUSTED  
 GP0152  ___________________________________________________________________
 GP0152  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0152  DYNAMIC HT  -        1503.896 (meters)    4934.03  (feet)  COMP
 GP0152  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 GP0152
 GP0152  VERT ORDER  -  FIRST     CLASS II
 GP0152
 GP0152.The horizontal coordinates were scaled from a topographic map and have
 GP0152.an estimated accuracy of +/- 6 seconds.
 GP0152
 GP0152.The orthometric height was determined by differential leveling
 GP0152.and adjusted in June 1991.
 GP0152.WARNING-Repeat measurements at this control monument indicate possible
 GP0152.vertical movement.
 GP0152
 GP0152.The geoid height was determined by GEOID03.
 GP0152
 GP0152.The dynamic height is computed by dividing the NAVD 88
 GP0152.geopotential number by the normal gravity value computed on the
 GP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0152.degrees latitude (g = 980.6199 gals.).
 GP0152
 GP0152.The modeled gravity was interpolated from observed gravity values.
 GP0152
 GP0152;                    North         East    Units  Estimated Accuracy
 GP0152;SPC AZ C     -   569,180.      274,420.      MT  (+/- 180 meters Scaled)
 GP0152
 GP0152                          SUPERSEDED SURVEY CONTROL
 GP0152
 GP0152  NGVD 29 (??/??/92) 1504.900  (m)         4937.33   (f) ADJ UNCH    1 2
 GP0152
 GP0152.Superseded values are not recommended for survey control.
 GP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0152.See file dsdata.txt to determine how the superseded data were derived.
 GP0152
 GP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE785984(NAD 83)
 GP0152_MARKER: DB = BENCH MARK DISK
 GP0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0152_SP_SET: STEP
 GP0152_STAMPING: L 50 1934
 GP0152_MARK LOGO: CGS   
 GP0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0152+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GP0152
 GP0152  HISTORY     - Date     Condition        Report By
 GP0152  HISTORY     - 1934     MONUMENTED       CGS
 GP0152  HISTORY     - 1983     GOOD             NGS
 GP0152  HISTORY     - 20050415 GOOD             NGS
 GP0152
 GP0152                          STATION DESCRIPTION
 GP0152
 GP0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0152'IN TUBA CITY.
 GP0152'AT TUBA CITY, COCONINO COUNTY, ON THE TONALEA-TUBA CITY ROAD, AT THE
 GP0152'FRONT ENTRANCE TO THE PUBLIC SCHOOL, 75 FEET NORTH OF THE CENTERLINE
 GP0152'OF THE ROAD, IN THE TOP OF THE BOTTOM CONCRETE STEP OF THE SCHOOL, AND
 GP0152'6 INCHES FROM THE EAST EDGE.  A STANDARD DISK, STAMPED L 50 1934.
 GP0152'NOTE-- TUBA CITY POST OFFICE.  0.5 MILE NORTHWEST OF ALONG MAIN
 GP0152'STREET, THENCE 1 BLOCK EAST, AT THE FRONT ENTRANCE OF A PRIVATE
 GP0152'BUILDING FORMERLY USED AS A SCHOOL, 75 FT. NORTH OF THE CENTERLINE OF
 GP0152'THE STREET.  17 FT. SOUTH AND 17 FT. WEST OF THE SOUTHEAST CORNER OF
 GP0152'THE BUILDING IN THE TOP OF THE BOTTOM CONCRETE STEP AND 6 INCHES FROM
 GP0152'THE EAST EDGE.  A USC AND GS BENCH MARK STAMPED L 50 1934.
 GP0152
 GP0152                          STATION RECOVERY (1983)
 GP0152
 GP0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0152'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM
 GP0152'(1.0 MI) NORTHWEST ALONG STATE HIGHWAY 264 FROM ITS JUNCTION WITH U.S.
 GP0152'HIGHWAY 160 IN TUBA CITY, THENCE 0.2 KM (0.1 MI) EAST ALONG A PAVED
 GP0152'STREET, IN THE EAST END OF THE BOTTOM STEP OF THE SOUTH ENTRANCE TO
 GP0152'THE TUBA CITY SUB-STATION OF THE NAVAJO POLICE (THE OLD TUBA CITY
 GP0152'SCHOOL BUILDING), 22.9 METERS (75.1 FT) NORTH OF THE CENTERLINE OF THE
 GP0152'STREET, 8.0 METERS (26.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 GP0152'BUILDING, AND 5.2 METERS (17.1 FT) SOUTH OF THE CENTER OF THE
 GP0152'ENTRANCE.
 GP0152'THE MARK IS 1.3 M ABOVE THE STREET.
 GP0152
 GP0152                          STATION RECOVERY (2005)
 GP0152
 GP0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0152'OLD SCHOOL, NOW AN ABANDONED BUILDING, NUMBERED T015-038, IS 0.1 MILE
 GP0152'EAST ALONG EDGEWATER DRIVE (ALSO MOENAVE ST.) FROM MAIN ST. (= AZ
 GP0152'264).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0409 ***********************************************************************
 FP0409  DESIGNATION -  L 500
 FP0409  PID         -  FP0409
 FP0409  STATE/COUNTY-  AZ/APACHE
 FP0409  USGS QUAD   -  PINTA (1972)
 FP0409
 FP0409                         *CURRENT SURVEY CONTROL
 FP0409  ___________________________________________________________________
 FP0409* NAD 83(1986)-  35 04 33.     (N)    109 44 18.     (W)     SCALED    
 FP0409* NAVD 88     -      1709.731  (meters)    5609.34   (feet)  ADJUSTED  
 FP0409  ___________________________________________________________________
 FP0409  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FP0409  DYNAMIC HT  -        1707.346 (meters)    5601.52  (feet)  COMP
 FP0409  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 FP0409
 FP0409  VERT ORDER  -  FIRST     CLASS II
 FP0409
 FP0409.The horizontal coordinates were scaled from a topographic map and have
 FP0409.an estimated accuracy of +/- 6 seconds.
 FP0409
 FP0409.The orthometric height was determined by differential leveling
 FP0409.and adjusted in June 1991.
 FP0409
 FP0409.The geoid height was determined by GEOID03.
 FP0409
 FP0409.The dynamic height is computed by dividing the NAVD 88
 FP0409.geopotential number by the normal gravity value computed on the
 FP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0409.degrees latitude (g = 980.6199 gals.).
 FP0409
 FP0409.The modeled gravity was interpolated from observed gravity values.
 FP0409
 FP0409;                    North         East    Units  Estimated Accuracy
 FP0409;SPC AZ E     -   452,070.      252,420.      MT  (+/- 180 meters Scaled)
 FP0409
 FP0409                          SUPERSEDED SURVEY CONTROL
 FP0409
 FP0409.No superseded survey control is available for this station.
 FP0409
 FP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD150821(NAD 83)
 FP0409_MARKER: I = METAL ROD
 FP0409_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FP0409+WITH SETTING: INFORMATION.
 FP0409_SP_SET: SHALLOW SET METAL ROD
 FP0409_STAMPING: L 500 1983
 FP0409_MARK LOGO: NGS   
 FP0409_PROJECTION: FLUSH
 FP0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0409_ROD/PIPE-DEPTH: 1.5  meters
 FP0409
 FP0409  HISTORY     - Date     Condition        Report By
 FP0409  HISTORY     - 1983     MONUMENTED       NGS
 FP0409
 FP0409                          STATION DESCRIPTION
 FP0409
 FP0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0409'30.9 KM (19.2 MI) SW FROM CHAMBERS.
 FP0409'30.9 KM (19.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0409'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4
 FP0409'KM (0.25 MI) NORTHEAST OF MILEPOST 314, 30.6 METERS (100.4 FT)
 FP0409'NORTHWEST OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 0.3 METER
 FP0409'(1.0 FT) SOUTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.
 FP0409'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0409'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FP0409'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0805 ***********************************************************************
 ES0805  DESIGNATION -  L 501
 ES0805  PID         -  ES0805
 ES0805  STATE/COUNTY-  AZ/NAVAJO
 ES0805  USGS QUAD   -  SNOWFLAKE (1970)
 ES0805
 ES0805                         *CURRENT SURVEY CONTROL
 ES0805  ___________________________________________________________________
 ES0805* NAD 83(1986)-  34 34 25.     (N)    110 04 57.     (W)     SCALED    
 ES0805* NAVD 88     -      1704.595  (meters)    5592.49   (feet)  ADJUSTED  
 ES0805  ___________________________________________________________________
 ES0805  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0805  DYNAMIC HT  -        1702.168 (meters)    5584.53  (feet)  COMP
 ES0805  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 ES0805
 ES0805  VERT ORDER  -  FIRST     CLASS II
 ES0805
 ES0805.The horizontal coordinates were scaled from a topographic map and have
 ES0805.an estimated accuracy of +/- 6 seconds.
 ES0805
 ES0805.The orthometric height was determined by differential leveling
 ES0805.and adjusted in June 1991.
 ES0805
 ES0805.The geoid height was determined by GEOID03.
 ES0805
 ES0805.The dynamic height is computed by dividing the NAVD 88
 ES0805.geopotential number by the normal gravity value computed on the
 ES0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0805.degrees latitude (g = 980.6199 gals.).
 ES0805
 ES0805.The modeled gravity was interpolated from observed gravity values.
 ES0805
 ES0805;                    North         East    Units  Estimated Accuracy
 ES0805;SPC AZ E     -   396,280.      221,080.      MT  (+/- 180 meters Scaled)
 ES0805
 ES0805                          SUPERSEDED SURVEY CONTROL
 ES0805
 ES0805.No superseded survey control is available for this station.
 ES0805
 ES0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD841261(NAD 83)
 ES0805_MARKER: DB = BENCH MARK DISK
 ES0805_SETTING: 66 = SET IN ROCK OUTCROP
 ES0805_SP_SET: ROCK OUTCROP
 ES0805_STAMPING: L 501 1983
 ES0805_MARK LOGO: NGS   
 ES0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0805+STABILITY: POSITION/ELEVATION WELL
 ES0805
 ES0805  HISTORY     - Date     Condition        Report By
 ES0805  HISTORY     - 1983     MONUMENTED       NGS
 ES0805
 ES0805                          STATION DESCRIPTION
 ES0805
 ES0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0805'37.6 KM (23.35 MI) SOUT FROM HOLBROOK.
 ES0805'37.6 KM (23.35 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0805'WITH HOPI DRIVE IN HOLBROOK, OR 38.1 KM (23.65 MI) NORTHERLY ALONG
 ES0805'STATE HIGHWAY 77 FROM ITS JUNCTION WITH STATE HIGHWAY 260 IN SHOW LOW,
 ES0805'0.5 KM (0.3 MI) NORTH OF MILEPOST 365, IN THE SOUTHEAST END OF A 20 BY
 ES0805'30 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 83.0 METERS (272.3 FT)
 ES0805'NORTH-NORTHEAST OF THE CORNER OF A BOX CULVERT, 37.3 METERS (122.4 FT)
 ES0805'NORTH OF A FENCE CORNER AND 28.6 METERS (93.8 FT) EAST OF THE
 ES0805'CENTERLINE OF THE HIGHWAY.
 ES0805'THE MARK IS 1.7 METERS  W FROM  A WITNESS POST AND FENCE
 ES0805'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0422 ***********************************************************************
 ER0422  DESIGNATION -  L 502
 ER0422  PID         -  ER0422
 ER0422  STATE/COUNTY-  AZ/NAVAJO
 ER0422  USGS QUAD   -  LAKESIDE (1984)
 ER0422
 ER0422                         *CURRENT SURVEY CONTROL
 ER0422  ___________________________________________________________________
 ER0422* NAD 83(1986)-  34 08 50.     (N)    109 57 41.     (W)     SCALED    
 ER0422* NAVD 88     -      2079.024  (meters)    6820.93   (feet)  ADJUSTED  
 ER0422  ___________________________________________________________________
 ER0422  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 ER0422  DYNAMIC HT  -        2075.864 (meters)    6810.56  (feet)  COMP
 ER0422  MODELED GRAV-     979,041.5   (mgal)                       NAVD 88
 ER0422
 ER0422  VERT ORDER  -  FIRST     CLASS II
 ER0422
 ER0422.The horizontal coordinates were scaled from a topographic map and have
 ER0422.an estimated accuracy of +/- 6 seconds.
 ER0422
 ER0422.The orthometric height was determined by differential leveling
 ER0422.and adjusted in June 1991.
 ER0422
 ER0422.The geoid height was determined by GEOID03.
 ER0422
 ER0422.The dynamic height is computed by dividing the NAVD 88
 ER0422.geopotential number by the normal gravity value computed on the
 ER0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0422.degrees latitude (g = 980.6199 gals.).
 ER0422
 ER0422.The modeled gravity was interpolated from observed gravity values.
 ER0422
 ER0422;                    North         East    Units  Estimated Accuracy
 ER0422;SPC AZ E     -   349,000.      232,290.      MT  (+/- 180 meters Scaled)
 ER0422
 ER0422                          SUPERSEDED SURVEY CONTROL
 ER0422
 ER0422.No superseded survey control is available for this station.
 ER0422
 ER0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC957789(NAD 83)
 ER0422_MARKER: I = METAL ROD
 ER0422_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0422+WITH SETTING: INFORMATION.
 ER0422_SP_SET: SHALLOW SET METAL ROD
 ER0422_STAMPING: L 502 1983
 ER0422_MARK LOGO: NGS   
 ER0422_PROJECTION: FLUSH
 ER0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0422_ROD/PIPE-DEPTH: 2.1  meters
 ER0422
 ER0422  HISTORY     - Date     Condition        Report By
 ER0422  HISTORY     - 1983     MONUMENTED       NGS
 ER0422
 ER0422                          STATION DESCRIPTION
 ER0422
 ER0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0422'15.3 KM (9.5 MI) SE FROM SHOW LOW.
 ER0422'15.3 KM (9.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS
 ER0422'JUNCTION WITH STATE HIGHWAY 77 IN SHOW LOW, OR 0.1 KM (0.05 MI) NORTH
 ER0422'ALONG A GRAVELED ROAD FROM THE POST OFFICE IN MCNARY, THENCE 15.3 KM
 ER0422'(9.5 MI) NORTHWESTERLY ALONG STATE HIGHWAY 260, 0.4 KM (0.25 MI)
 ER0422'SOUTHEAST OF MILEPOST 351, 19.0 METERS (62.3 FT) SOUTH OF THE
 ER0422'CENTERLINE OF THE HIGHWAY AND 0.7 METER (2.3 FT) SOUTH-SOUTHEAST OF A
 ER0422'UTILITY POLE.  REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE
 ER0422'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0422'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 ER0422'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0391 ***********************************************************************
 FP0391  DESIGNATION -  L 503
 FP0391  PID         -  FP0391
 FP0391  STATE/COUNTY-  AZ/APACHE
 FP0391  USGS QUAD   -  SANDERS (1971)
 FP0391
 FP0391                         *CURRENT SURVEY CONTROL
 FP0391  ___________________________________________________________________
 FP0391* NAD 83(1986)-  35 12 57.     (N)    109 20 00.     (W)     SCALED    
 FP0391* NAVD 88     -      1784.147  (meters)    5853.49   (feet)  ADJUSTED  
 FP0391  ___________________________________________________________________
 FP0391  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FP0391  DYNAMIC HT  -        1781.672 (meters)    5845.37  (feet)  COMP
 FP0391  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 FP0391
 FP0391  VERT ORDER  -  FIRST     CLASS II
 FP0391
 FP0391.The horizontal coordinates were scaled from a topographic map and have
 FP0391.an estimated accuracy of +/- 6 seconds.
 FP0391
 FP0391.The orthometric height was determined by differential leveling
 FP0391.and adjusted in June 1991.
 FP0391
 FP0391.The geoid height was determined by GEOID03.
 FP0391
 FP0391.The dynamic height is computed by dividing the NAVD 88
 FP0391.geopotential number by the normal gravity value computed on the
 FP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0391.degrees latitude (g = 980.6199 gals.).
 FP0391
 FP0391.The modeled gravity was interpolated from observed gravity values.
 FP0391
 FP0391;                    North         East    Units  Estimated Accuracy
 FP0391;SPC AZ E     -   467,840.      289,230.      MT  (+/- 180 meters Scaled)
 FP0391
 FP0391                          SUPERSEDED SURVEY CONTROL
 FP0391
 FP0391.No superseded survey control is available for this station.
 FP0391
 FP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD516982(NAD 83)
 FP0391_MARKER: DB = BENCH MARK DISK
 FP0391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0391_SP_SET: PIER
 FP0391_STAMPING: L 503 1983
 FP0391_MARK LOGO: NGS   
 FP0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0391+STABILITY: POSITION/ELEVATION WELL
 FP0391
 FP0391  HISTORY     - Date     Condition        Report By
 FP0391  HISTORY     - 1983     MONUMENTED       NGS
 FP0391
 FP0391                          STATION DESCRIPTION
 FP0391
 FP0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0391'9.7 KM (6.0 MI) NE FROM CHAMBERS.
 FP0391'9.7 KM (6.0 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0391'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, SET
 FP0391'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWEST PIER OF U. S.
 FP0391'HIGHWAY 666 OVERPASS OF THE HIGHWAY AND 7.3 METERS (24.0 FT) NORTHWEST
 FP0391'OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 FP0391'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0544 ***********************************************************************
 FQ0544  DESIGNATION -  L 504
 FQ0544  PID         -  FQ0544
 FQ0544  STATE/COUNTY-  AZ/COCONINO
 FQ0544  USGS QUAD   -  WINONA (1974)
 FQ0544
 FQ0544                         *CURRENT SURVEY CONTROL
 FQ0544  ___________________________________________________________________
 FQ0544* NAD 83(1986)-  35 11 33.     (N)    111 23 08.     (W)     SCALED    
 FQ0544* NAVD 88     -      1875.997  (meters)    6154.83   (feet)  ADJUSTED  
 FQ0544  ___________________________________________________________________
 FQ0544  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FQ0544  DYNAMIC HT  -        1873.393 (meters)    6146.29  (feet)  COMP
 FQ0544  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 FQ0544
 FQ0544  VERT ORDER  -  FIRST     CLASS II
 FQ0544
 FQ0544.The horizontal coordinates were scaled from a topographic map and have
 FQ0544.an estimated accuracy of +/- 6 seconds.
 FQ0544
 FQ0544.The orthometric height was determined by differential leveling
 FQ0544.and adjusted in June 1991.
 FQ0544
 FQ0544.The geoid height was determined by GEOID03.
 FQ0544
 FQ0544.The dynamic height is computed by dividing the NAVD 88
 FQ0544.geopotential number by the normal gravity value computed on the
 FQ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0544.degrees latitude (g = 980.6199 gals.).
 FQ0544
 FQ0544.The modeled gravity was interpolated from observed gravity values.
 FQ0544
 FQ0544;                    North         East    Units  Estimated Accuracy
 FQ0544;SPC AZ C     -   465,060.      261,730.      MT  (+/- 180 meters Scaled)
 FQ0544
 FQ0544                          SUPERSEDED SURVEY CONTROL
 FQ0544
 FQ0544.No superseded survey control is available for this station.
 FQ0544
 FQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD649944(NAD 83)
 FQ0544_MARKER: DB = BENCH MARK DISK
 FQ0544_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0544_SP_SET: ROCK OUTCROP
 FQ0544_STAMPING: L 504 1983
 FQ0544_MARK LOGO: NGS   
 FQ0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0544+STABILITY: POSITION/ELEVATION WELL
 FQ0544
 FQ0544  HISTORY     - Date     Condition        Report By
 FQ0544  HISTORY     - 1983     MONUMENTED       NGS
 FQ0544
 FQ0544                          STATION DESCRIPTION
 FQ0544
 FQ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0544'26.0 KM (16.15 MI) EAST FROM FLAGSTAFF.
 FQ0544'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0544'RAILROAD STATION IN FLAGSTAFF, THENCE 12.4 KM (7.7 MI) EASTERLY ALONG
 FQ0544'INTERSTATE HIGHWAY 40, IN THE CENTER OF A 5 BY 12 FT EXPOSED AREA OF
 FQ0544'OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 213, 15.4
 FQ0544'METERS (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 FQ0544'OF THE HIGHWAY AND 13.9 METERS (45.6 FT) NORTHEAST OF A FENCE.
 FQ0544'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 FQ0544'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0474 ***********************************************************************
 GP0474  DESIGNATION -  L 505
 GP0474  PID         -  GP0474
 GP0474  STATE/COUNTY-  AZ/COCONINO
 GP0474  USGS QUAD   -  MOENAVE (1969)
 GP0474
 GP0474                         *CURRENT SURVEY CONTROL
 GP0474  ___________________________________________________________________
 GP0474* NAD 83(1986)-  36 07 58.     (N)    111 19 47.     (W)     SCALED    
 GP0474* NAVD 88     -      1424.084  (meters)    4672.18   (feet)  ADJUSTED  
 GP0474  ___________________________________________________________________
 GP0474  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0474  DYNAMIC HT  -        1422.321 (meters)    4666.40  (feet)  COMP
 GP0474  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 GP0474
 GP0474  VERT ORDER  -  FIRST     CLASS II
 GP0474
 GP0474.The horizontal coordinates were scaled from a topographic map and have
 GP0474.an estimated accuracy of +/- 6 seconds.
 GP0474
 GP0474.The orthometric height was determined by differential leveling
 GP0474.and adjusted in June 1991.
 GP0474
 GP0474.The geoid height was determined by GEOID03.
 GP0474
 GP0474.The dynamic height is computed by dividing the NAVD 88
 GP0474.geopotential number by the normal gravity value computed on the
 GP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0474.degrees latitude (g = 980.6199 gals.).
 GP0474
 GP0474.The modeled gravity was interpolated from observed gravity values.
 GP0474
 GP0474;                    North         East    Units  Estimated Accuracy
 GP0474;SPC AZ C     -   569,400.      266,190.      MT  (+/- 180 meters Scaled)
 GP0474
 GP0474                          SUPERSEDED SURVEY CONTROL
 GP0474
 GP0474.No superseded survey control is available for this station.
 GP0474
 GP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE703987(NAD 83)
 GP0474_MARKER: I = METAL ROD
 GP0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0474_SP_SET: STAINLESS STEEL ROD
 GP0474_STAMPING: L 505 1983
 GP0474_MARK LOGO: NGS   
 GP0474_PROJECTION: FLUSH
 GP0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0474_ROD/PIPE-DEPTH: 3.1  meters
 GP0474
 GP0474  HISTORY     - Date     Condition        Report By
 GP0474  HISTORY     - 1983     MONUMENTED       NGS
 GP0474
 GP0474                          STATION DESCRIPTION
 GP0474
 GP0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0474'12.8 KM (7.95 MI) SW FROM TUBA CITY.
 GP0474'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0474'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 4.2 KM (2.6 MI)
 GP0474'NORTHWESTERLY ALONG COUNTY ROAD 23, AT THE NORTH END OF A T-ROAD,
 GP0474'31.1 METERS (102.0 FT) NORTH OF THE CENTER OF THE ROAD, 15.0 METERS
 GP0474'(49.2 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST, AND
 GP0474'3.0 METERS (9.8 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH.
 GP0474'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0474'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0474'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0451 ***********************************************************************
 GP0451  DESIGNATION -  L 506
 GP0451  PID         -  GP0451
 GP0451  STATE/COUNTY-  AZ/COCONINO
 GP0451  USGS QUAD   -  GOPHER SPRING (1982)
 GP0451
 GP0451                         *CURRENT SURVEY CONTROL
 GP0451  ___________________________________________________________________
 GP0451* NAD 83(1986)-  36 16 21.     (N)    111 00 49.     (W)     SCALED    
 GP0451* NAVD 88     -      1710.606  (meters)    5612.21   (feet)  ADJUSTED  
 GP0451  ___________________________________________________________________
 GP0451  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 GP0451  DYNAMIC HT  -        1708.436 (meters)    5605.09  (feet)  COMP
 GP0451  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 GP0451
 GP0451  VERT ORDER  -  FIRST     CLASS II
 GP0451
 GP0451.The horizontal coordinates were scaled from a topographic map and have
 GP0451.an estimated accuracy of +/- 6 seconds.
 GP0451
 GP0451.The orthometric height was determined by differential leveling
 GP0451.and adjusted in June 1991.
 GP0451
 GP0451.The geoid height was determined by GEOID03.
 GP0451
 GP0451.The dynamic height is computed by dividing the NAVD 88
 GP0451.geopotential number by the normal gravity value computed on the
 GP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0451.degrees latitude (g = 980.6199 gals.).
 GP0451
 GP0451.The modeled gravity was interpolated from observed gravity values.
 GP0451
 GP0451;                    North         East    Units  Estimated Accuracy
 GP0451;SPC AZ C     -   585,130.      294,500.      MT  (+/- 180 meters Scaled)
 GP0451
 GP0451                          SUPERSEDED SURVEY CONTROL
 GP0451
 GP0451.No superseded survey control is available for this station.
 GP0451
 GP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF987141(NAD 83)
 GP0451_MARKER: I = METAL ROD
 GP0451_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0451+WITH SETTING: INFORMATION.
 GP0451_SP_SET: SHALLOW SET METAL ROD
 GP0451_STAMPING: L 506 1983
 GP0451_MARK LOGO: NGS   
 GP0451_PROJECTION: FLUSH
 GP0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0451_ROD/PIPE-DEPTH: 1.8  meters
 GP0451
 GP0451  HISTORY     - Date     Condition        Report By
 GP0451  HISTORY     - 1983     MONUMENTED       NGS
 GP0451
 GP0451                          STATION DESCRIPTION
 GP0451
 GP0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0451'27.4 KM (17.0 MI) NE FROM TUBA CITY.
 GP0451'27.4 KM (17.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0451'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.5 KM (0.3 MI)
 GP0451'SOUTHWEST OF MILEPOST 339, 115.7 METERS (379.6 FT) SOUTHEAST OF A
 GP0451'WATER TANK AND WINDMILL, 60.7 METERS (199.1 FT) NORTHWEST OF THE
 GP0451'CENTERLINE OF THE HIGHWAY, AND 6.4 METERS (21.0 FT) NORTHEAST OF THE
 GP0451'CENTER OF A CATTLE GUARD AND A DIRT ROAD LEADING NORTHWEST.
 GP0451'NOTE=REFUSAL WAS REACHED AT 6.0 FEET.  ACCESS TO THE DATUM POINT IS
 GP0451'THROUGH A 5-INCH LOGO CAP.
 GP0451'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0451'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0382 ***********************************************************************
 GP0382  DESIGNATION -  L 508
 GP0382  PID         -  GP0382
 GP0382  STATE/COUNTY-  AZ/COCONINO
 GP0382  USGS QUAD   -  THE GAP (1981)
 GP0382
 GP0382                         *CURRENT SURVEY CONTROL
 GP0382  ___________________________________________________________________
 GP0382* NAD 83(1986)-  36 15 18.     (N)    111 25 09.     (W)     SCALED    
 GP0382* NAVD 88     -      1562.118  (meters)    5125.05   (feet)  ADJUSTED  
 GP0382  ___________________________________________________________________
 GP0382  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0382  DYNAMIC HT  -        1560.186 (meters)    5118.71  (feet)  COMP
 GP0382  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 GP0382
 GP0382  VERT ORDER  -  FIRST     CLASS II
 GP0382
 GP0382.The horizontal coordinates were scaled from a topographic map and have
 GP0382.an estimated accuracy of +/- 6 seconds.
 GP0382
 GP0382.The orthometric height was determined by differential leveling
 GP0382.and adjusted in June 1991.
 GP0382
 GP0382.The geoid height was determined by GEOID03.
 GP0382
 GP0382.The dynamic height is computed by dividing the NAVD 88
 GP0382.geopotential number by the normal gravity value computed on the
 GP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0382.degrees latitude (g = 980.6199 gals.).
 GP0382
 GP0382.The modeled gravity was interpolated from observed gravity values.
 GP0382
 GP0382;                    North         East    Units  Estimated Accuracy
 GP0382;SPC AZ C     -   582,920.      258,070.      MT  (+/- 180 meters Scaled)
 GP0382
 GP0382                          SUPERSEDED SURVEY CONTROL
 GP0382
 GP0382.No superseded survey control is available for this station.
 GP0382
 GP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF623123(NAD 83)
 GP0382_MARKER: I = METAL ROD
 GP0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0382_SP_SET: STAINLESS STEEL ROD
 GP0382_STAMPING: L 508 1983
 GP0382_MARK LOGO: NGS   
 GP0382_PROJECTION: FLUSH
 GP0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0382_ROD/PIPE-DEPTH: 1.5  meters
 GP0382
 GP0382  HISTORY     - Date     Condition        Report By
 GP0382  HISTORY     - 1983     MONUMENTED       NGS
 GP0382
 GP0382                          STATION DESCRIPTION
 GP0382
 GP0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0382'6.3 KM (3.9 MI) SOUTH FROM THE GAP.
 GP0382'6.35 KM (3.95 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0382'THE GAP, ON TOP OF THE SECOND RIDGE SOUTHEAST OF THE T-JUNCTION OF A
 GP0382'DIRT ROAD LEADING NORTHEAST, 24.1 METERS (79 FT) NORTHEAST OF MILEPOST
 GP0382'494, 31.1 METERS (102 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 GP0382'59.2 METERS (194 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 0.6 METER
 GP0382'(2 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GP0382'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0382'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0011 ***********************************************************************
 GQ0011  DESIGNATION -  L 51
 GQ0011  PID         -  GQ0011
 GQ0011  STATE/COUNTY-  AZ/COCONINO
 GQ0011  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0011
 GQ0011                         *CURRENT SURVEY CONTROL
 GQ0011  ___________________________________________________________________
 GQ0011* NAD 83(1986)-  36 43 31.     (N)    112 04 19.     (W)     SCALED    
 GQ0011* NAVD 88     -      1875.546  (meters)    6153.35   (feet)  POSTED    
 GQ0011  ___________________________________________________________________
 GQ0011  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 GQ0011  DYNAMIC HT  -        1873.210 (meters)    6145.69  (feet)  COMP
 GQ0011  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 GQ0011
 GQ0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0011
 GQ0011.The horizontal coordinates were scaled from a topographic map and have
 GQ0011.an estimated accuracy of +/- 6 seconds.
 GQ0011
 GQ0011.The orthometric height was determined by differential leveling
 GQ0011.and adjusted by the  in 1992.
 GQ0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0011.rate of 0.0 thru 1.0 mm/km.
 GQ0011
 GQ0011.The geoid height was determined by GEOID03.
 GQ0011
 GQ0011.The dynamic height is computed by dividing the NAVD 88
 GQ0011.geopotential number by the normal gravity value computed on the
 GQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0011.degrees latitude (g = 980.6199 gals.).
 GQ0011
 GQ0011.The modeled gravity was interpolated from observed gravity values.
 GQ0011
 GQ0011;                    North         East    Units  Estimated Accuracy
 GQ0011;SPC AZ C     -   635,000.      199,490.      MT  (+/- 180 meters Scaled)
 GQ0011
 GQ0011                          SUPERSEDED SURVEY CONTROL
 GQ0011
 GQ0011  NGVD 29 (??/??/92) 1874.473  (m)         6149.83   (f) ADJ UNCH    1 2
 GQ0011
 GQ0011.Superseded values are not recommended for survey control.
 GQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0011.See file dsdata.txt to determine how the superseded data were derived.
 GQ0011
 GQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF042649(NAD 83)
 GQ0011_MARKER: DB = BENCH MARK DISK
 GQ0011_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0011_SP_SET: LIMESTONE OUTCROP
 GQ0011_STAMPING: L 51 1934
 GQ0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0011+STABILITY: POSITION/ELEVATION WELL
 GQ0011
 GQ0011  HISTORY     - Date     Condition        Report By
 GQ0011  HISTORY     - 1934     MONUMENTED       CGS
 GQ0011  HISTORY     - 1953     GOOD             NGS
 GQ0011
 GQ0011                          STATION DESCRIPTION
 GQ0011
 GQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0011'3.0 MI W FROM HOUSE ROCK SPRINGS.
 GQ0011'3.0 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0011'COUNTY, 250 FEET WEST OF A LARGE CUT, 54 FEET NORTH OF THE CENTERLINE
 GQ0011'OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD
 GQ0011'DISK, STAMPED L 51 1934.
 GQ0011
 GQ0011                          STATION RECOVERY (1953)
 GQ0011
 GQ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GQ0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0517 ***********************************************************************
 FQ0517  DESIGNATION -  L 510
 FQ0517  PID         -  FQ0517
 FQ0517  STATE/COUNTY-  AZ/COCONINO
 FQ0517  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0517
 FQ0517                         *CURRENT SURVEY CONTROL
 FQ0517  ___________________________________________________________________
 FQ0517* NAD 83(1986)-  35 58 48.     (N)    111 23 47.     (W)     SCALED    
 FQ0517* NAVD 88     -      1317.016  (meters)    4320.91   (feet)  ADJUSTED  
 FQ0517  ___________________________________________________________________
 FQ0517  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FQ0517  DYNAMIC HT  -        1315.398 (meters)    4315.60  (feet)  COMP
 FQ0517  MODELED GRAV-     979,359.2   (mgal)                       NAVD 88
 FQ0517
 FQ0517  VERT ORDER  -  FIRST     CLASS II
 FQ0517
 FQ0517.The horizontal coordinates were scaled from a topographic map and have
 FQ0517.an estimated accuracy of +/- 6 seconds.
 FQ0517
 FQ0517.The orthometric height was determined by differential leveling
 FQ0517.and adjusted in June 1991.
 FQ0517
 FQ0517.The geoid height was determined by GEOID03.
 FQ0517
 FQ0517.The dynamic height is computed by dividing the NAVD 88
 FQ0517.geopotential number by the normal gravity value computed on the
 FQ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0517.degrees latitude (g = 980.6199 gals.).
 FQ0517
 FQ0517.The modeled gravity was interpolated from observed gravity values.
 FQ0517
 FQ0517;                    North         East    Units  Estimated Accuracy
 FQ0517;SPC AZ C     -   552,420.      260,280.      MT  (+/- 180 meters Scaled)
 FQ0517
 FQ0517                          SUPERSEDED SURVEY CONTROL
 FQ0517
 FQ0517.No superseded survey control is available for this station.
 FQ0517
 FQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE642818(NAD 83)
 FQ0517_MARKER: I = METAL ROD
 FQ0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0517_SP_SET: STAINLESS STEEL ROD
 FQ0517_STAMPING: L 510 1983
 FQ0517_MARK LOGO: NGS   
 FQ0517_PROJECTION: FLUSH
 FQ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0517_ROD/PIPE-DEPTH: 3.6  meters
 FQ0517
 FQ0517  HISTORY     - Date     Condition        Report By
 FQ0517  HISTORY     - 1983     MONUMENTED       NGS
 FQ0517
 FQ0517                          STATION DESCRIPTION
 FQ0517
 FQ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0517'11.9 KM (7.4 MI) NORTH FROM CAMERON.
 FQ0517'11.9 KM (7.4 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0517'CAMERON, AT A POWER TOWER CROSSING AND A ROAD LEADING WEST, 70.2
 FQ0517'METERS (232 FT) WEST OF THE HIGHWAY CENTERLINE, 18.8 METERS (62 FT)
 FQ0517'SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 5.4 METERS (18 FT)
 FQ0517'EAST OF THE EAST LEG OF A TOWER, 0.6 METER (2 FT) EAST OF THE RIGHT OF
 FQ0517'WAY FENCE.
 FQ0517'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FQ0517'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0492 ***********************************************************************
 FQ0492  DESIGNATION -  L 511
 FQ0492  PID         -  FQ0492
 FQ0492  STATE/COUNTY-  AZ/COCONINO
 FQ0492  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0492
 FQ0492                         *CURRENT SURVEY CONTROL
 FQ0492  ___________________________________________________________________
 FQ0492* NAD 83(1986)-  35 41 12.     (N)    111 30 17.     (W)     SCALED    
 FQ0492* NAVD 88     -      1584.710  (meters)    5199.17   (feet)  ADJUSTED  
 FQ0492  ___________________________________________________________________
 FQ0492  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FQ0492  DYNAMIC HT  -        1582.653 (meters)    5192.42  (feet)  COMP
 FQ0492  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 FQ0492
 FQ0492  VERT ORDER  -  FIRST     CLASS II
 FQ0492
 FQ0492.The horizontal coordinates were scaled from a topographic map and have
 FQ0492.an estimated accuracy of +/- 6 seconds.
 FQ0492
 FQ0492.The orthometric height was determined by differential leveling
 FQ0492.and adjusted in June 1991.
 FQ0492
 FQ0492.The geoid height was determined by GEOID03.
 FQ0492
 FQ0492.The dynamic height is computed by dividing the NAVD 88
 FQ0492.geopotential number by the normal gravity value computed on the
 FQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0492.degrees latitude (g = 980.6199 gals.).
 FQ0492
 FQ0492.The modeled gravity was interpolated from observed gravity values.
 FQ0492
 FQ0492;                    North         East    Units  Estimated Accuracy
 FQ0492;SPC AZ C     -   519,830.      250,650.      MT  (+/- 180 meters Scaled)
 FQ0492
 FQ0492                          SUPERSEDED SURVEY CONTROL
 FQ0492
 FQ0492.No superseded survey control is available for this station.
 FQ0492
 FQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE543493(NAD 83)
 FQ0492_MARKER: DB = BENCH MARK DISK
 FQ0492_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0492_SP_SET: ROCK OUTCROP
 FQ0492_STAMPING: L 511 1983
 FQ0492_MARK LOGO: NGS   
 FQ0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0492+STABILITY: POSITION/ELEVATION WELL
 FQ0492
 FQ0492  HISTORY     - Date     Condition        Report By
 FQ0492  HISTORY     - 1983     MONUMENTED       NGS
 FQ0492
 FQ0492                          STATION DESCRIPTION
 FQ0492
 FQ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0492'22.7 KM (14.1 MI) SOUTH FROM CAMERON.
 FQ0492'22.7 KM (14.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0492'CAMERON, IN TOP OF A VOLCANIC OUTCROP PROJECTING 2 FEET ABOVE THE
 FQ0492'SURFACE OF THE GROUND, 0.3 KM (0.2 MI) NORTH OF THE WAUNITA TRADING
 FQ0492'POST, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 453, 7.3 METERS (24 FT) EAST
 FQ0492'OF THE HIGHWAY CENTERLINE, 22.8 METERS (75 FT) NORTH OF THE SOUTH END
 FQ0492'OF A CUT, 17.6 METERS (58 FT) WEST OF THE RIGHT OF WAY FENCE.
 FQ0492'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0492'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0424 ***********************************************************************
 GP0424  DESIGNATION -  L 512
 GP0424  PID         -  GP0424
 GP0424  STATE/COUNTY-  AZ/NAVAJO
 GP0424  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0424
 GP0424                         *CURRENT SURVEY CONTROL
 GP0424  ___________________________________________________________________
 GP0424* NAD 83(1986)-  36 29 31.     (N)    110 37 53.     (W)     SCALED    
 GP0424* NAVD 88     -      1929.032  (meters)    6328.83   (feet)  ADJUSTED  
 GP0424  ___________________________________________________________________
 GP0424  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GP0424  DYNAMIC HT  -        1926.584 (meters)    6320.80  (feet)  COMP
 GP0424  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 GP0424
 GP0424  VERT ORDER  -  FIRST     CLASS II
 GP0424
 GP0424.The horizontal coordinates were scaled from a topographic map and have
 GP0424.an estimated accuracy of +/- 6 seconds.
 GP0424
 GP0424.The orthometric height was determined by differential leveling
 GP0424.and adjusted in June 1991.
 GP0424
 GP0424.The geoid height was determined by GEOID03.
 GP0424
 GP0424.The dynamic height is computed by dividing the NAVD 88
 GP0424.geopotential number by the normal gravity value computed on the
 GP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0424.degrees latitude (g = 980.6199 gals.).
 GP0424
 GP0424.The modeled gravity was interpolated from observed gravity values.
 GP0424
 GP0424;                    North         East    Units  Estimated Accuracy
 GP0424;SPC AZ E     -   609,200.      171,730.      MT  (+/- 180 meters Scaled)
 GP0424
 GP0424                          SUPERSEDED SURVEY CONTROL
 GP0424
 GP0424.No superseded survey control is available for this station.
 GP0424
 GP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF330385(NAD 83)
 GP0424_MARKER: I = METAL ROD
 GP0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0424_SP_SET: STAINLESS STEEL ROD
 GP0424_STAMPING: L 512 1983
 GP0424_MARK LOGO: NGS   
 GP0424_PROJECTION: FLUSH
 GP0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0424_ROD/PIPE-DEPTH: 12.2 meters
 GP0424
 GP0424  HISTORY     - Date     Condition        Report By
 GP0424  HISTORY     - 1983     MONUMENTED       NGS
 GP0424
 GP0424                          STATION DESCRIPTION
 GP0424
 GP0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0424'44.4 KM (27.6 MI) SW FROM KAYENTA.
 GP0424'44.4 KM (27.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0424'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 6.5 KM (4.05 MI) NORTHEAST
 GP0424'OF STATE HIGHWAY 98, 0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST 366,
 GP0424'81.4 METERS (267.1 FT) SOUTHWEST OF A FENCE CORNER, 60.7 METERS
 GP0424'(199.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.8 METERS
 GP0424'(19.0 FT) NORTHEAST OF THE CENTER OF A DIRT DRIVEWAY LEADING NORTH.
 GP0424'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0424'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0424'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0400 ***********************************************************************
 GP0400  DESIGNATION -  L 513
 GP0400  PID         -  GP0400
 GP0400  STATE/COUNTY-  AZ/NAVAJO
 GP0400  USGS QUAD   -  KAYENTA EAST (1968)
 GP0400
 GP0400                         *CURRENT SURVEY CONTROL
 GP0400  ___________________________________________________________________
 GP0400* NAD 83(1986)-  36 44 40.     (N)    110 13 45.     (W)     SCALED    
 GP0400* NAVD 88     -      1707.291  (meters)    5601.34   (feet)  ADJUSTED  
 GP0400  ___________________________________________________________________
 GP0400  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 GP0400  DYNAMIC HT  -        1705.232 (meters)    5594.58  (feet)  COMP
 GP0400  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 GP0400
 GP0400  VERT ORDER  -  FIRST     CLASS II
 GP0400
 GP0400.The horizontal coordinates were scaled from a topographic map and have
 GP0400.an estimated accuracy of +/- 6 seconds.
 GP0400
 GP0400.The orthometric height was determined by differential leveling
 GP0400.and adjusted in June 1991.
 GP0400
 GP0400.The geoid height was determined by GEOID03.
 GP0400
 GP0400.The dynamic height is computed by dividing the NAVD 88
 GP0400.geopotential number by the normal gravity value computed on the
 GP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0400.degrees latitude (g = 980.6199 gals.).
 GP0400
 GP0400.The modeled gravity was interpolated from observed gravity values.
 GP0400
 GP0400;                    North         East    Units  Estimated Accuracy
 GP0400;SPC AZ E     -   637,110.      207,780.      MT  (+/- 180 meters Scaled)
 GP0400
 GP0400                          SUPERSEDED SURVEY CONTROL
 GP0400
 GP0400.No superseded survey control is available for this station.
 GP0400
 GP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF688668(NAD 83)
 GP0400_MARKER: DB = BENCH MARK DISK
 GP0400_SETTING: 66 = SET IN ROCK OUTCROP
 GP0400_SP_SET: ROCK OUTCROP
 GP0400_STAMPING: L 513 1983
 GP0400_MARK LOGO: NGS   
 GP0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0400+STABILITY: POSITION/ELEVATION WELL
 GP0400
 GP0400  HISTORY     - Date     Condition        Report By
 GP0400  HISTORY     - 1983     MONUMENTED       NGS
 GP0400
 GP0400                          STATION DESCRIPTION
 GP0400
 GP0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0400'5.4 KM (3.35 MI) NE FROM KAYENTA.
 GP0400'5.4 KM (3.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0400'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 0.3 KM (0.2 MI) SOUTHWEST
 GP0400'OF MILEPOST 397, IN THE CENTER OF THE EAST EDGE OF A 170- BY 350-FOOT
 GP0400'EXPOSED AREA OF OUTCROPPING BEDROCK, 52.5 METERS (172.2 FT) SOUTHWEST
 GP0400'OF THE NORTHEAST EDGE OF THE OUTCROP, 18.9 METERS (62.0 FT) SOUTHEAST
 GP0400'OF THE CENTERLINE OF THE HIGHWAY, 3.1 METERS (10.2 FT) SOUTHEAST OF
 GP0400'THE NORTHWEST EDGE OF THE OUTCROP, AND 1.5 METERS (4.9 FT) NORTHWEST
 GP0400'OF A FENCE.
 GP0400'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 GP0400'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2503 ***********************************************************************
 CZ2503  DESIGNATION -  L 516
 CZ2503  PID         -  CZ2503
 CZ2503  STATE/COUNTY-  AZ/PINAL
 CZ2503  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2503
 CZ2503                         *CURRENT SURVEY CONTROL
 CZ2503  ___________________________________________________________________
 CZ2503* NAD 83(1986)-  32 40 31.     (N)    111 37 13.     (W)     SCALED    
 CZ2503* NAVD 88     -       482.188  (meters)    1581.98   (feet)  ADJUSTED  
 CZ2503  ___________________________________________________________________
 CZ2503  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ2503  DYNAMIC HT  -         481.576 (meters)    1579.97  (feet)  COMP
 CZ2503  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 CZ2503
 CZ2503  VERT ORDER  -  FIRST     CLASS II
 CZ2503
 CZ2503.The horizontal coordinates were scaled from a topographic map and have
 CZ2503.an estimated accuracy of +/- 6 seconds.
 CZ2503
 CZ2503.The orthometric height was determined by differential leveling
 CZ2503.and adjusted in November 1993.
 CZ2503
 CZ2503.The geoid height was determined by GEOID03.
 CZ2503
 CZ2503.The dynamic height is computed by dividing the NAVD 88
 CZ2503.geopotential number by the normal gravity value computed on the
 CZ2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2503.degrees latitude (g = 980.6199 gals.).
 CZ2503
 CZ2503.The modeled gravity was interpolated from observed gravity values.
 CZ2503
 CZ2503;                    North         East    Units  Estimated Accuracy
 CZ2503;SPC AZ C     -   185,780.      241,160.      MT  (+/- 180 meters Scaled)
 CZ2503
 CZ2503                          SUPERSEDED SURVEY CONTROL
 CZ2503
 CZ2503.No superseded survey control is available for this station.
 CZ2503
 CZ2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418154(NAD 83)
 CZ2503_MARKER: I = METAL ROD
 CZ2503_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2503_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2503_STAMPING: L 516 1991
 CZ2503_MARK LOGO: NGS   
 CZ2503_PROJECTION: FLUSH
 CZ2503_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2503+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2503_ROD/PIPE-DEPTH: 6.7  meters
 CZ2503_SLEEVE-DEPTH  : 0.9 meters
 CZ2503
 CZ2503  HISTORY     - Date     Condition        Report By
 CZ2503  HISTORY     - 1991     MONUMENTED       NGS
 CZ2503  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2503
 CZ2503                          STATION DESCRIPTION
 CZ2503
 CZ2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2503'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2503'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ2503'THENCE 13.0 KM (8.05 MI) SOUTHERLY ALONG TOLTEC ROAD, 35.5 M (116.5
 CZ2503'FT) SOUTH OF THE CENTER OF HARMON ROAD, 14.0 M (45.9 FT) WEST OF AND
 CZ2503'LEVEL WITH THE ROAD CENTERLINE, 7.0 M (23.0 FT) SOUTH OF A UTILITY
 CZ2503'BRACE POLE, 1.3 M (4.3 FT) NORTH OF A UTILITY POLE WITH 2
 CZ2503'TRANSFORMERS, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 CZ2503'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2503
 CZ2503                          STATION RECOVERY (2007)
 CZ2503
 CZ2503'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2303 ***********************************************************************
 DU2303  DESIGNATION -  L 517
 DU2303  PID         -  DU2303
 DU2303  STATE/COUNTY-  AZ/MARICOPA
 DU2303  USGS QUAD   -  BUCKHORN (1982)
 DU2303
 DU2303                         *CURRENT SURVEY CONTROL
 DU2303  ___________________________________________________________________
 DU2303* NAD 83(1986)-  33 23 39.     (N)    111 41 07.     (W)     SCALED    
 DU2303* NAVD 88     -       418.929  (meters)    1374.44   (feet)  ADJUSTED  
 DU2303  ___________________________________________________________________
 DU2303  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU2303  DYNAMIC HT  -         418.429 (meters)    1372.80  (feet)  COMP
 DU2303  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 DU2303
 DU2303  VERT ORDER  -  FIRST     CLASS II
 DU2303
 DU2303.The horizontal coordinates were scaled from a topographic map and have
 DU2303.an estimated accuracy of +/- 6 seconds.
 DU2303
 DU2303.The orthometric height was determined by differential leveling
 DU2303.and adjusted in November 1993.
 DU2303
 DU2303.The geoid height was determined by GEOID03.
 DU2303
 DU2303.The dynamic height is computed by dividing the NAVD 88
 DU2303.geopotential number by the normal gravity value computed on the
 DU2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2303.degrees latitude (g = 980.6199 gals.).
 DU2303
 DU2303.The modeled gravity was interpolated from observed gravity values.
 DU2303
 DU2303;                    North         East    Units  Estimated Accuracy
 DU2303;SPC AZ C     -   265,490.      234,890.      MT  (+/- 180 meters Scaled)
 DU2303
 DU2303                          SUPERSEDED SURVEY CONTROL
 DU2303
 DU2303.No superseded survey control is available for this station.
 DU2303
 DU2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB362951(NAD 83)
 DU2303_MARKER: I = METAL ROD
 DU2303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2303_SP_SET: STAINLESS STEEL ROD
 DU2303_STAMPING: L 517 1992
 DU2303_MARK LOGO: NGS   
 DU2303_PROJECTION: FLUSH
 DU2303_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2303+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2006
 DU2303_ROD/PIPE-DEPTH: 9.4  meters
 DU2303
 DU2303  HISTORY     - Date     Condition        Report By
 DU2303  HISTORY     - 1992     MONUMENTED       NGS
 DU2303  HISTORY     - 20061031 GOOD             GEOCAC
 DU2303
 DU2303                          STATION DESCRIPTION
 DU2303
 DU2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2303'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2303'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2303'2.4 KM (1.50 MI) SOUTHERLY ALONG SOUTH POWERS ROAD, 16.5 M (54.1 FT)
 DU2303'WEST OF THE WEST CURB OF THE ROAD, 1.1 M (3.6 FT) EAST OF UTILITY
 DU2303'POLE NUMBER 4403KL 35, 0.8 M (2.6 FT) SOUTH OF A PLANTER, AND 0.6 M
 DU2303'(2.0 FT) NORTH OF THE NORTH CURB OF EAST SOUTHERN AVENUE.
 DU2303'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2303
 DU2303                          STATION RECOVERY (2006)
 DU2303
 DU2303'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2300 ***********************************************************************
 DV2300  DESIGNATION -  L 519
 DV2300  PID         -  DV2300
 DV2300  STATE/COUNTY-  AZ/MARICOPA
 DV2300  USGS QUAD   -  FOWLER (1982)
 DV2300
 DV2300                         *CURRENT SURVEY CONTROL
 DV2300  ___________________________________________________________________
 DV2300* NAD 83(1986)-  33 25 20.     (N)    112 08 06.     (W)     SCALED    
 DV2300* NAVD 88     -       317.009  (meters)    1040.05   (feet)  ADJUSTED  
 DV2300  ___________________________________________________________________
 DV2300  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2300  DYNAMIC HT  -         316.644 (meters)    1038.86  (feet)  COMP
 DV2300  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 DV2300
 DV2300  VERT ORDER  -  FIRST     CLASS II
 DV2300
 DV2300.The horizontal coordinates were scaled from a topographic map and have
 DV2300.an estimated accuracy of +/- 6 seconds.
 DV2300
 DV2300.The orthometric height was determined by differential leveling
 DV2300.and adjusted in November 1993.
 DV2300
 DV2300.The geoid height was determined by GEOID03.
 DV2300
 DV2300.The dynamic height is computed by dividing the NAVD 88
 DV2300.geopotential number by the normal gravity value computed on the
 DV2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2300.degrees latitude (g = 980.6199 gals.).
 DV2300
 DV2300.The modeled gravity was interpolated from observed gravity values.
 DV2300
 DV2300;                    North         East    Units  Estimated Accuracy
 DV2300;SPC AZ C     -   268,600.      193,060.      MT  (+/- 180 meters Scaled)
 DV2300
 DV2300                          SUPERSEDED SURVEY CONTROL
 DV2300
 DV2300.No superseded survey control is available for this station.
 DV2300
 DV2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB944986(NAD 83)
 DV2300_MARKER: I = METAL ROD
 DV2300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2300_SP_SET: STAINLESS STEEL ROD
 DV2300_STAMPING: L 519 1992
 DV2300_MARK LOGO: NGS   
 DV2300_PROJECTION: FLUSH
 DV2300_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2300+STABILITY: POSITION/ELEVATION WELL
 DV2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2300+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DV2300_ROD/PIPE-DEPTH: 7.4  meters
 DV2300
 DV2300  HISTORY     - Date     Condition        Report By
 DV2300  HISTORY     - 1992     MONUMENTED       NGS
 DV2300  HISTORY     - 19940425 GOOD             NGS
 DV2300  HISTORY     - 20060918 GOOD             GEOCAC
 DV2300
 DV2300                          STATION DESCRIPTION
 DV2300
 DV2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2300'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2300'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2300'91ST AVENUE, THENCE 11.2 KM (6.95 MI) EASTERLY ALONG WEST LOWER
 DV2300'BUCKEYE ROAD, 64.0 M (210.0 FT) WEST OF THE WEST CURB OF SOUTH 35TH
 DV2300'AVENUE, 19.7 M (64.6 FT) WEST OF THE CENTER OF THE WEST DRIVEWAY
 DV2300'LEADING TO A CIRCLE K MINI-MART, 8.9 M (29.2 FT) SOUTH OF AND LEVEL
 DV2300'WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD, 3.9 M (12.8
 DV2300'FT) EAST-SOUTHEAST OF A UTILITY POLE, 0.9 M (3.0 FT) WEST OF THE
 DV2300'NORTHEAST CORNER OF A CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) NORTH OF A
 DV2300'WITNESS POST AND THE FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DV2300'THROUGH A 5-INCH LOGO CAP.
 DV2300
 DV2300                          STATION RECOVERY (1994)
 DV2300
 DV2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV2300'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2300'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2300'91ST AVENUE, THENCE 11.2 KM (6.95 MI) EASTERLY ALONG WEST LOWER
 DV2300'BUCKEYE ROAD, 64.0 M (210.0 FT) WEST OF THE WEST CURB OF SOUTH 35TH
 DV2300'AVENUE, 16.1 M (52.8 FT) WEST OF THE CENTER OF THE WEST ENTRANCE
 DV2300'DRIVEWAY LEADING TO A CIRCLE K CONVENIENCE STORE, 9.5 M (31.2 FT)
 DV2300'SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 DV2300'ROAD, 3.9 M (12.8 FT) EAST SOUTHEAST OF A UTILITY POLE, AND 0.9 M
 DV2300'(3.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 DV2300'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2300
 DV2300                          STATION RECOVERY (2006)
 DV2300
 DV2300'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0067 ***********************************************************************
 GQ0067  DESIGNATION -  L 52
 GQ0067  PID         -  GQ0067
 GQ0067  STATE/COUNTY-  AZ/COCONINO
 GQ0067  USGS QUAD   -  FREDONIA (1988)
 GQ0067
 GQ0067                         *CURRENT SURVEY CONTROL
 GQ0067  ___________________________________________________________________
 GQ0067* NAD 83(1986)-  36 57 47.     (N)    112 31 36.     (W)     SCALED    
 GQ0067* NAVD 88     -      1437.531  (meters)    4716.30   (feet)  POSTED    
 GQ0067  ___________________________________________________________________
 GQ0067  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 GQ0067  DYNAMIC HT  -        1435.910 (meters)    4710.98  (feet)  COMP
 GQ0067  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 GQ0067
 GQ0067  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0067
 GQ0067.The horizontal coordinates were scaled from a topographic map and have
 GQ0067.an estimated accuracy of +/- 6 seconds.
 GQ0067
 GQ0067.The orthometric height was determined by differential leveling
 GQ0067.and adjusted by the  in 1992.
 GQ0067.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0067.rate of 0.0 thru 1.0 mm/km.
 GQ0067
 GQ0067.The geoid height was determined by GEOID03.
 GQ0067
 GQ0067.The dynamic height is computed by dividing the NAVD 88
 GQ0067.geopotential number by the normal gravity value computed on the
 GQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0067.degrees latitude (g = 980.6199 gals.).
 GQ0067
 GQ0067.The modeled gravity was interpolated from observed gravity values.
 GQ0067
 GQ0067;                    North         East    Units  Estimated Accuracy
 GQ0067;SPC AZ C     -   661,540.      159,040.      MT  (+/- 180 meters Scaled)
 GQ0067
 GQ0067                          SUPERSEDED SURVEY CONTROL
 GQ0067
 GQ0067  NGVD 29 (??/??/92) 1436.624  (m)         4713.32   (f) ADJ UNCH    1 2
 GQ0067
 GQ0067.Superseded values are not recommended for survey control.
 GQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0067.See file dsdata.txt to determine how the superseded data were derived.
 GQ0067
 GQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF640918(NAD 83)
 GQ0067_MARKER: DB = BENCH MARK DISK
 GQ0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0067_SP_SET: CULVERT
 GQ0067_STAMPING: L 52 1934
 GQ0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0067
 GQ0067  HISTORY     - Date     Condition        Report By
 GQ0067  HISTORY     - 1934     MONUMENTED       CGS
 GQ0067
 GQ0067                          STATION DESCRIPTION
 GQ0067
 GQ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0067'1.2 MI N FROM FREDONIA.
 GQ0067'1.2 MILES NORTH OF ALONG U.S. HIGHWAY NO. 89 SET IN CENTER AND ON TOP
 GQ0067'OF CONCRETE HEADWALL OF A DOUBLE 10 FT. BY 10 FT. BOX CULVERT.  ON
 GQ0067'WEST EDGE OF HIGHWAY NO. 89.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2325 ***********************************************************************
 DV2325  DESIGNATION -  L 520
 DV2325  PID         -  DV2325
 DV2325  STATE/COUNTY-  AZ/MARICOPA
 DV2325  USGS QUAD   -  VALENCIA (1982)
 DV2325
 DV2325                         *CURRENT SURVEY CONTROL
 DV2325  ___________________________________________________________________
 DV2325* NAD 83(1986)-  33 22 41.     (N)    112 31 19.     (W)     SCALED    
 DV2325* NAVD 88     -       263.565  (meters)     864.71   (feet)  ADJUSTED  
 DV2325  ___________________________________________________________________
 DV2325  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DV2325  DYNAMIC HT  -         263.264 (meters)     863.73  (feet)  COMP
 DV2325  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 DV2325
 DV2325  VERT ORDER  -  FIRST     CLASS II
 DV2325
 DV2325.The horizontal coordinates were scaled from a topographic map and have
 DV2325.an estimated accuracy of +/- 6 seconds.
 DV2325
 DV2325.The orthometric height was determined by differential leveling
 DV2325.and adjusted in November 1993.
 DV2325
 DV2325.The geoid height was determined by GEOID03.
 DV2325
 DV2325.The dynamic height is computed by dividing the NAVD 88
 DV2325.geopotential number by the normal gravity value computed on the
 DV2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2325.degrees latitude (g = 980.6199 gals.).
 DV2325
 DV2325.The modeled gravity was interpolated from observed gravity values.
 DV2325
 DV2325;                    North         East    Units  Estimated Accuracy
 DV2325;SPC AZ C     -   263,840.      157,040.      MT  (+/- 180 meters Scaled)
 DV2325
 DV2325                          SUPERSEDED SURVEY CONTROL
 DV2325
 DV2325.No superseded survey control is available for this station.
 DV2325
 DV2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB584942(NAD 83)
 DV2325_MARKER: I = METAL ROD
 DV2325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2325_SP_SET: STAINLESS STEEL ROD
 DV2325_STAMPING: L 520 1992
 DV2325_MARK LOGO: NGS   
 DV2325_PROJECTION: FLUSH
 DV2325_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2325+STABILITY: POSITION/ELEVATION WELL
 DV2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2325+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DV2325_ROD/PIPE-DEPTH: 11.9 meters
 DV2325
 DV2325  HISTORY     - Date     Condition        Report By
 DV2325  HISTORY     - 1992     MONUMENTED       NGS
 DV2325  HISTORY     - 20061011 GOOD             GEOCAC
 DV2325
 DV2325                          STATION DESCRIPTION
 DV2325
 DV2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2325'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2325'BUCKEYE, THENCE 6.2 KM (3.85 MI) EASTERLY ALONG COUNTY ROAD 85, 28.4
 DV2325'M (93.2 FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE, 6.4 M (21.0
 DV2325'FT) WEST OF THE CENTERLINE OF DEAN ROAD, 1.4 M (4.6 FT) EAST OF THE
 DV2325'EAST EDGE OF AN IRRIGATION DITCH, 0.6 M (2.0 FT) WEST OF UTILITY POLE
 DV2325'NUMBER 29, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS
 DV2325'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2325
 DV2325                          STATION RECOVERY (2006)
 DV2325
 DV2325'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2347 ***********************************************************************
 DV2347  DESIGNATION -  L 521
 DV2347  PID         -  DV2347
 DV2347  STATE/COUNTY-  AZ/PINAL
 DV2347  USGS QUAD   -  PIMA BUTTE (1967)
 DV2347
 DV2347                         *CURRENT SURVEY CONTROL
 DV2347  ___________________________________________________________________
 DV2347* NAD 83(2007)-  33 09 56.22358(N)    112 00 31.58285(W)     ADJUSTED  
 DV2347* NAVD 88     -       348.897  (meters)    1144.67   (feet)  ADJUSTED  
 DV2347  ___________________________________________________________________
 DV2347  EPOCH DATE  -        2007.00
 DV2347  X           -  -2,002,924.401 (meters)                     COMP
 DV2347  Y           -  -4,955,227.236 (meters)                     COMP
 DV2347  Z           -   3,469,523.220 (meters)                     COMP
 DV2347  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DV2347  ELLIP HEIGHT-         318.747 (meters)          (02/10/07) ADJUSTED
 DV2347  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV2347  DYNAMIC HT  -         348.488 (meters)    1143.33  (feet)  COMP
 DV2347
 DV2347  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2347  Type    PID    Designation                      North   East  Ellip
 DV2347  -------------------------------------------------------------------
 DV2347  NETWORK DV2347 L 521                             0.37   0.31   0.82
 DV2347  -------------------------------------------------------------------
 DV2347  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 DV2347
 DV2347  VERT ORDER  -  FIRST     CLASS II
 DV2347
 DV2347.The horizontal coordinates were established by GPS observations
 DV2347.and adjusted by the National Geodetic Survey in February 2007.
 DV2347
 DV2347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2347.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2347.The horizontal coordinates are valid at the epoch date displayed above.
 DV2347.The epoch date for horizontal control is a decimal equivalence
 DV2347.of Year/Month/Day.
 DV2347
 DV2347.The orthometric height was determined by differential leveling
 DV2347.and adjusted in August 1994.
 DV2347
 DV2347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2347
 DV2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2347
 DV2347.The ellipsoidal height was determined by GPS observations
 DV2347.and is referenced to NAD 83.
 DV2347
 DV2347.The geoid height was determined by GEOID03.
 DV2347
 DV2347.The dynamic height is computed by dividing the NAVD 88
 DV2347.geopotential number by the normal gravity value computed on the
 DV2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2347.degrees latitude (g = 980.6199 gals.).
 DV2347
 DV2347.The modeled gravity was interpolated from observed gravity values.
 DV2347
 DV2347;                    North         East     Units Scale Factor Converg.
 DV2347;SPC AZ C     -   240,121.464   204,769.341   MT  0.99990091   -0 03 01.4
 DV2347;SPC AZ C     -   787,800.08    671,815.42   iFT  0.99990091   -0 03 01.4
 DV2347;UTM  12      - 3,670,100.593   405,939.116   MT  0.99970908   -0 33 06.8
 DV2347
 DV2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2347!SPC AZ C     -   0.99994996  x   0.99990091  =   0.99985087
 DV2347!UTM  12      -   0.99994996  x   0.99970908  =   0.99965905
 DV2347
 DV2347                          SUPERSEDED SURVEY CONTROL
 DV2347
 DV2347  NAD 83(1992)-  33 09 56.22283(N)    112 00 31.58204(W) AD(       ) A
 DV2347  ELLIP H (01/27/00)  318.780  (m)                       GP(       ) 1 1
 DV2347  NAVD 88 (01/27/00)  348.90   (m)         1144.7    (f) LEVELING    3  
 DV2347
 DV2347.Superseded values are not recommended for survey control.
 DV2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2347.See file dsdata.txt to determine how the superseded data were derived.
 DV2347
 DV2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0593970101(NAD 83)
 DV2347_MARKER: DV = VERTICAL CONTROL DISK
 DV2347_SETTING: 66 = SET IN ROCK OUTCROP
 DV2347_SP_SET: IN A DRILL HOLE IN BEDROCK
 DV2347_STAMPING: L 521 1994
 DV2347_MARK LOGO: NGS   
 DV2347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2347+STABILITY: POSITION/ELEVATION WELL
 DV2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2347+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DV2347
 DV2347  HISTORY     - Date     Condition        Report By
 DV2347  HISTORY     - 1994     MONUMENTED       NGS
 DV2347  HISTORY     - 19980916 POOR             AZ-013
 DV2347  HISTORY     - 20000427 GOOD             MCDOT
 DV2347  HISTORY     - 20060817 GOOD             GEOCAC
 DV2347  HISTORY     - 20060831 GOOD             AZ-003
 DV2347
 DV2347                          STATION DESCRIPTION
 DV2347
 DV2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2347'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2347'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV2347'THENCE 6.3 KM (3.90 MI) SOUTHERLY ALONG MARICOPA ROAD, NEAR THE
 DV2347'CENTER OF A 4 BY 6-FOOT AREA OF OUTCROPPING BEDROCK, 51.8 M
 DV2347'(169.9 FT) WEST OF THE ROAD CENTERLINE, 2.0 M (6.6 FT) ABOVE THE
 DV2347'LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 DV2347
 DV2347                          STATION RECOVERY (1998)
 DV2347
 DV2347'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV2347'RECOVERED AS DESCRIBED.
 DV2347
 DV2347                          STATION RECOVERY (2000)
 DV2347
 DV2347'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2347'RECOVERED AS DESCRIBED.
 DV2347
 DV2347                          STATION RECOVERY (2006)
 DV2347
 DV2347'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2347'RECOVERED IN GOOD CONDITION.
 DV2347
 DV2347                          STATION RECOVERY (2006)
 DV2347
 DV2347'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2006 (SA)
 DV2347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2368 ***********************************************************************
 DU2368  DESIGNATION -  L 522
 DU2368  PID         -  DU2368
 DU2368  STATE/COUNTY-  AZ/MARICOPA
 DU2368  USGS QUAD   -  CHANDLER (1981)
 DU2368
 DU2368                         *CURRENT SURVEY CONTROL
 DU2368  ___________________________________________________________________
 DU2368* NAD 83(1986)-  33 17 02.     (N)    111 50 31.     (W)     SCALED    
 DU2368* NAVD 88     -       371.289  (meters)    1218.14   (feet)  ADJUSTED  
 DU2368  ___________________________________________________________________
 DU2368  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2368  DYNAMIC HT  -         370.847 (meters)    1216.69  (feet)  COMP
 DU2368  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 DU2368
 DU2368  VERT ORDER  -  FIRST     CLASS II
 DU2368
 DU2368.The horizontal coordinates were scaled from a topographic map and have
 DU2368.an estimated accuracy of +/- 6 seconds.
 DU2368
 DU2368.The orthometric height was determined by differential leveling
 DU2368.and adjusted in August 1994.
 DU2368
 DU2368.The geoid height was determined by GEOID03.
 DU2368
 DU2368.The dynamic height is computed by dividing the NAVD 88
 DU2368.geopotential number by the normal gravity value computed on the
 DU2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2368.degrees latitude (g = 980.6199 gals.).
 DU2368
 DU2368.The modeled gravity was interpolated from observed gravity values.
 DU2368
 DU2368;                    North         East    Units  Estimated Accuracy
 DU2368;SPC AZ C     -   253,240.      220,320.      MT  (+/- 180 meters Scaled)
 DU2368
 DU2368                          SUPERSEDED SURVEY CONTROL
 DU2368
 DU2368.No superseded survey control is available for this station.
 DU2368
 DU2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216830(NAD 83)
 DU2368_MARKER: I = METAL ROD
 DU2368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2368_SP_SET: STAINLESS STEEL ROD
 DU2368_STAMPING: L 522 1994
 DU2368_MARK LOGO: NGS   
 DU2368_PROJECTION: FLUSH
 DU2368_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2368+STABILITY: POSITION/ELEVATION WELL
 DU2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2368+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DU2368_ROD/PIPE-DEPTH: 5.4  meters
 DU2368
 DU2368  HISTORY     - Date     Condition        Report By
 DU2368  HISTORY     - 1994     MONUMENTED       NGS
 DU2368  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU2368  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU2368
 DU2368                          STATION DESCRIPTION
 DU2368
 DU2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2368'11.4 KM (7.10 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2368'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, 44.9 M (147.3 FT) WEST
 DU2368'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 26.4 M
 DU2368'(86.6 FT) WEST OF THE MOST WESTERLY OF 2 UNDERGROUND CABLE JUNCTION
 DU2368'BOXES, 16.0 M (52.5 FT) EAST OF A UTILITY POLE, 6.1 M (20.0 FT) SOUTH
 DU2368'OF AND LEVEL WITH THE CENTERLINE OF WEST WILLIS ROAD, AND 0.3 M
 DU2368'(1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 DU2368'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2368
 DU2368                          STATION RECOVERY (2006)
 DU2368
 DU2368'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2368'THIS AREA HAS CHANGED SINCE THE LAST LOGGED RECOVERY. THE UTILITY
 DU2368'POLE, WITNESS POST, AND FENCE WERE NOT LOCATED. ALSO, WILLIS ROAD HAS
 DU2368'BEEN WIDENED.
 DU2368
 DU2368                          STATION RECOVERY (2007)
 DU2368
 DU2368'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2368'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU2368'MARK. THE ROAD HAS BEEN WIDENED AND UNDERGROUND UTILITY WORK HAS BEEN
 DU2368'DONE IN THE AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0489 ***********************************************************************
 FS0489  DESIGNATION -  L 53
 FS0489  PID         -  FS0489
 FS0489  STATE/COUNTY-  AZ/MOHAVE
 FS0489  USGS QUAD   -  RED LAKE (1968)
 FS0489
 FS0489                         *CURRENT SURVEY CONTROL
 FS0489  ___________________________________________________________________
 FS0489* NAD 83(1986)-  35 42 02.     (N)    114 02 04.     (W)     SCALED    
 FS0489* NAVD 88     -       841.038  (meters)    2759.31   (feet)  POSTED    
 FS0489  ___________________________________________________________________
 FS0489  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FS0489  DYNAMIC HT  -         840.080 (meters)    2756.16  (feet)  COMP
 FS0489  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 FS0489
 FS0489  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0489
 FS0489.The horizontal coordinates were scaled from a topographic map and have
 FS0489.an estimated accuracy of +/- 6 seconds.
 FS0489
 FS0489.The orthometric height was determined by differential leveling
 FS0489.and adjusted by the  in 1992.
 FS0489.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0489.rate of 1.1 thru 2.0 mm/km.
 FS0489
 FS0489.The geoid height was determined by GEOID03.
 FS0489
 FS0489.The dynamic height is computed by dividing the NAVD 88
 FS0489.geopotential number by the normal gravity value computed on the
 FS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0489.degrees latitude (g = 980.6199 gals.).
 FS0489
 FS0489.The modeled gravity was interpolated from observed gravity values.
 FS0489
 FS0489;                    North         East    Units  Estimated Accuracy
 FS0489;SPC AZ W     -   521,350.      187,620.      MT  (+/- 180 meters Scaled)
 FS0489
 FS0489                          SUPERSEDED SURVEY CONTROL
 FS0489
 FS0489  NGVD 29 (??/??/92)  840.287  (m)         2756.84   (f) ADJ UNCH    1 1
 FS0489
 FS0489.Superseded values are not recommended for survey control.
 FS0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0489.See file dsdata.txt to determine how the superseded data were derived.
 FS0489
 FS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV683547(NAD 83)
 FS0489_MARKER: DB = BENCH MARK DISK
 FS0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0489_STAMPING: L 53 1934
 FS0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0489+STABILITY: SURFACE MOTION
 FS0489
 FS0489  HISTORY     - Date     Condition        Report By
 FS0489  HISTORY     - 1934     MONUMENTED       CGS
 FS0489  HISTORY     - 1940     GOOD             NGS
 FS0489  HISTORY     - 1970     GOOD             USGS
 FS0489
 FS0489                          STATION DESCRIPTION
 FS0489
 FS0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0489'29.7 MI N FROM HACKBERRY.
 FS0489'29.7 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED
 FS0489'LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY,
 FS0489'8.3 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 193, 6.4 MILES
 FS0489'NORTHWEST OF THE JUNCTION OF THE NEW ROAD, 2.2 MILES NORTHWEST
 FS0489'OF A LARGE EARTH RESERVOIR, 30 FEET NORTHWEST OF THE CENTERLINE
 FS0489'OF A TRACK ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 FS0489'A STANDARD DISK, STAMPED L 53 1934 AND SET IN THE TOP OF A
 FS0489'CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND.
 FS0489
 FS0489                          STATION RECOVERY (1970)
 FS0489
 FS0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0089 ***********************************************************************
 GQ0089  DESIGNATION -  L 54
 GQ0089  PID         -  GQ0089
 GQ0089  STATE/COUNTY-  AZ/MOHAVE
 GQ0089  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0089
 GQ0089                         *CURRENT SURVEY CONTROL
 GQ0089  ___________________________________________________________________
 GQ0089* NAD 83(1986)-  36 10 10.     (N)    113 56 39.     (W)     SCALED    
 GQ0089* NAVD 88     -       421.848  (meters)    1384.01   (feet)  POSTED    
 GQ0089  ___________________________________________________________________
 GQ0089  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GQ0089  DYNAMIC HT  -         421.400 (meters)    1382.54  (feet)  COMP
 GQ0089  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 GQ0089
 GQ0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0089
 GQ0089.The horizontal coordinates were scaled from a topographic map and have
 GQ0089.an estimated accuracy of +/- 6 seconds.
 GQ0089
 GQ0089.The orthometric height was determined by differential leveling
 GQ0089.and adjusted by the  in 1992.
 GQ0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0089.rate of 0.0 thru 1.0 mm/km.
 GQ0089
 GQ0089.The geoid height was determined by GEOID03.
 GQ0089
 GQ0089.The dynamic height is computed by dividing the NAVD 88
 GQ0089.geopotential number by the normal gravity value computed on the
 GQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0089.degrees latitude (g = 980.6199 gals.).
 GQ0089
 GQ0089.The modeled gravity was interpolated from observed gravity values.
 GQ0089
 GQ0089;                    North         East    Units  Estimated Accuracy
 GQ0089;SPC AZ W     -   573,350.      195,890.      MT  (+/- 180 meters Scaled)
 GQ0089
 GQ0089                          SUPERSEDED SURVEY CONTROL
 GQ0089
 GQ0089  NGVD 29 (??/??/92)  421.144  (m)         1381.70   (f) ADJ UNCH    1 1
 GQ0089
 GQ0089.Superseded values are not recommended for survey control.
 GQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0089.See file dsdata.txt to determine how the superseded data were derived.
 GQ0089
 GQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF351067(NAD 83)
 GQ0089_MARKER: DB = BENCH MARK DISK
 GQ0089_SETTING: 80 = SET IN A BOULDER
 GQ0089_SP_SET: BOULDER
 GQ0089_STAMPING: L 54 1934
 GQ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0089+STABILITY: SURFACE MOTION
 GQ0089
 GQ0089  HISTORY     - Date     Condition        Report By
 GQ0089  HISTORY     - 1934     MONUMENTED       CGS
 GQ0089  HISTORY     - 1950     GOOD             NGS
 GQ0089
 GQ0089                          STATION DESCRIPTION
 GQ0089
 GQ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0089'63.1 MI SE FROM RIVERSIDE, NV.
 GQ0089'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0089'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0089'THENCE 23.4 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0089'FERRY ROAD, IN SNAP CANYON, IN THE APPROXIMATE CENTER OF THE CANYON,
 GQ0089'IN THE TOP OF A LARGE DOME SHAPED BOULDER, ABOUT 66 YARDS NORTHEAST OF
 GQ0089'THE CENTER OF THE MOUTH OF A RAVINE ENTERING THE CANYON FROM THE
 GQ0089'NORTHWEST, 92 FEET NORTHEAST OF A LARGE GRANITE BOULDER PROJECTING 6
 GQ0089'FEET ABOVE THE GROUND, AND ABOUT 5 FEET HIGHER THAN THE BED OF THE
 GQ0089'CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0160 ***********************************************************************
 GQ0160  DESIGNATION -  L 55
 GQ0160  PID         -  GQ0160
 GQ0160  STATE/COUNTY-  AZ/MOHAVE
 GQ0160  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0160
 GQ0160                         *CURRENT SURVEY CONTROL
 GQ0160  ___________________________________________________________________
 GQ0160* NAD 83(1986)-  36 56 24.     (N)    113 55 23.     (W)     SCALED    
 GQ0160* NAVD 88     -       645.444  (meters)    2117.59   (feet)  POSTED    
 GQ0160  ___________________________________________________________________
 GQ0160  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 GQ0160  DYNAMIC HT  -         644.790 (meters)    2115.45  (feet)  COMP
 GQ0160  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 GQ0160
 GQ0160  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0160
 GQ0160.The horizontal coordinates were scaled from a topographic map and have
 GQ0160.an estimated accuracy of +/- 6 seconds.
 GQ0160
 GQ0160.The orthometric height was determined by differential leveling
 GQ0160.and adjusted by the  in 1992.
 GQ0160.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0160.rate of 1.1 thru 2.0 mm/km.
 GQ0160
 GQ0160.The geoid height was determined by GEOID03.
 GQ0160
 GQ0160.The dynamic height is computed by dividing the NAVD 88
 GQ0160.geopotential number by the normal gravity value computed on the
 GQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0160.degrees latitude (g = 980.6199 gals.).
 GQ0160
 GQ0160.The modeled gravity was interpolated from observed gravity values.
 GQ0160
 GQ0160;                    North         East    Units  Estimated Accuracy
 GQ0160;SPC AZ W     -   658,850.      197,950.      MT  (+/- 180 meters Scaled)
 GQ0160
 GQ0160                          SUPERSEDED SURVEY CONTROL
 GQ0160
 GQ0160  NGVD 29 (??/??/92)  644.679  (m)         2115.08   (f) ADJ UNCH    2 0
 GQ0160
 GQ0160.Superseded values are not recommended for survey control.
 GQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0160.See file dsdata.txt to determine how the superseded data were derived.
 GQ0160
 GQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF396922(NAD 83)
 GQ0160_MARKER: DB = BENCH MARK DISK
 GQ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0160_STAMPING: L-55 1934
 GQ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0160+STABILITY: SURFACE MOTION
 GQ0160
 GQ0160  HISTORY     - Date     Condition        Report By
 GQ0160  HISTORY     - 1934     MONUMENTED       CGS
 GQ0160  HISTORY     - 1972     MARK NOT FOUND   USGS
 GQ0160  HISTORY     - 1979     GOOD             USGS
 GQ0160
 GQ0160                          STATION DESCRIPTION
 GQ0160
 GQ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0160'14.2 MI E FROM MESQUITE, NV.
 GQ0160'IN MOHAVE COUNTY, ARIZONA, ABOUT 14.2 MILES EAST ALONG U.S. HIGHWAY 91
 GQ0160'FROM MESQUITE, CLARK COUNTY, NEVADA, ON A LONG NORTH-AND-SOUTH
 GQ0160'TANGENT, ABOUT 0.3 MILE SOUTH OF A 6- BY 9-FOOT CONCRETE BOX CULVERT,
 GQ0160'AND 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 GQ0160'STAMPED L 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GQ0160
 GQ0160                          STATION RECOVERY (1972)
 GQ0160
 GQ0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GQ0160'MARK NOT FOUND.
 GQ0160
 GQ0160                          STATION RECOVERY (1979)
 GQ0160
 GQ0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0160'3.65 MILES NORTH ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD
 GQ0160'INTERCHANGE ON INTERSTATE HIGHWAY 15. 1360 FEET SOUTH OF A 6 BY 9
 GQ0160'FOOT CONCRETE BOX CULVERT. 40 FEET EAST OF THE CENTERLINE OF THE OLD
 GQ0160'HIGHWAY. A STANDARD USC AND GS BRONZE DISK SET IN THE TOP OF A
 GQ0160'CONCRETE POST PROJECTING 0.6 FOOT AND STAMPED L 55 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0188 ***********************************************************************
 ET0188  DESIGNATION -  L 57
 ET0188  PID         -  ET0188
 ET0188  STATE/COUNTY-  AZ/YAVAPAI
 ET0188  USGS QUAD   -  CLEATOR (1974)
 ET0188
 ET0188                         *CURRENT SURVEY CONTROL
 ET0188  ___________________________________________________________________
 ET0188* NAD 83(1986)-  34 15 51.     (N)    112 10 26.     (W)     SCALED    
 ET0188* NAVD 88     -       952.78   (+/-2cm)    3125.9    (feet)  VERTCON   
 ET0188  ___________________________________________________________________
 ET0188  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 ET0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0188
 ET0188.The horizontal coordinates were scaled from a topographic map and have
 ET0188.an estimated accuracy of +/- 6 seconds.
 ET0188
 ET0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0188.The vertical order pertains to the NGVD 29 superseded value.
 ET0188
 ET0188.The geoid height was determined by GEOID03.
 ET0188
 ET0188;                    North         East    Units  Estimated Accuracy
 ET0188;SPC AZ C     -   361,980.      189,670.      MT  (+/- 180 meters Scaled)
 ET0188
 ET0188                          SUPERSEDED SURVEY CONTROL
 ET0188
 ET0188  NGVD 29 (??/??/92)  952.100  (m)         3123.68   (f) ADJ UNCH    2 0
 ET0188
 ET0188.Superseded values are not recommended for survey control.
 ET0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0188.See file dsdata.txt to determine how the superseded data were derived.
 ET0188
 ET0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC919920(NAD 83)
 ET0188_MARKER: DB = BENCH MARK DISK
 ET0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0188_STAMPING: L 57 1934
 ET0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0188+STABILITY: SURFACE MOTION
 ET0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0188+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2008
 ET0188
 ET0188  HISTORY     - Date     Condition        Report By
 ET0188  HISTORY     - 1934     MONUMENTED       CGS
 ET0188  HISTORY     - 1974     GOOD             USGS
 ET0188  HISTORY     - 20080222 GOOD             GEOCAC
 ET0188
 ET0188                          STATION DESCRIPTION
 ET0188
 ET0188'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0188'5.9 MI N FROM BUMBLE BEE.
 ET0188'5.9 MILES NORTH ALONG THE COUNTY ROAD FROM BUMBLE BEE, 3.5 MILES SOUTH
 ET0188'OF CORDES, 0.5 MILES NORTHEAST OF A ROAD LEADING NORTHWEST OF CROWN
 ET0188'KING, 24 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK
 ET0188'STAMPED L 57 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 ET0188'FOOT ABOVE THE GROUND.
 ET0188
 ET0188                          STATION RECOVERY (2008)
 ET0188
 ET0188'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0188'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0188'34 15 51.7 (N)   112 10 25.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0735 ***********************************************************************
 DU0735  DESIGNATION -  L 58
 DU0735  PID         -  DU0735
 DU0735  STATE/COUNTY-  AZ/MARICOPA
 DU0735  USGS QUAD   -  GILA BUTTE (1981)
 DU0735
 DU0735                         *CURRENT SURVEY CONTROL
 DU0735  ___________________________________________________________________
 DU0735* NAD 83(1986)-  33 14 03.     (N)    111 50 12.     (W)     SCALED    
 DU0735* NAVD 88     -       371.10   (+/-2cm)    1217.5    (feet)  VERTCON   
 DU0735  ___________________________________________________________________
 DU0735  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0735
 DU0735.The horizontal coordinates were scaled from a topographic map and have
 DU0735.an estimated accuracy of +/- 6 seconds.
 DU0735
 DU0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0735.The vertical order pertains to the NGVD 29 superseded value.
 DU0735
 DU0735.The geoid height was determined by GEOID03.
 DU0735
 DU0735;                    North         East    Units  Estimated Accuracy
 DU0735;SPC AZ C     -   247,720.      220,820.      MT  (+/- 180 meters Scaled)
 DU0735
 DU0735                          SUPERSEDED SURVEY CONTROL
 DU0735
 DU0735  NGVD 29 (??/??/92)  370.598  (m)         1215.87   (f) ADJ UNCH    2 0
 DU0735
 DU0735.Superseded values are not recommended for survey control.
 DU0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0735.See file dsdata.txt to determine how the superseded data were derived.
 DU0735
 DU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220775(NAD 83)
 DU0735_MARKER: DB = BENCH MARK DISK
 DU0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0735_STAMPING: L 58 1934
 DU0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0735+STABILITY: SURFACE MOTION
 DU0735
 DU0735  HISTORY     - Date     Condition        Report By
 DU0735  HISTORY     - 1934     MONUMENTED       CGS
 DU0735  HISTORY     - 1948     GOOD             NGS
 DU0735  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0735  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0735  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU0735
 DU0735                          STATION DESCRIPTION
 DU0735
 DU0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0735'4.7 MI S FROM CHANDLER.
 DU0735'4.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0735'STATION AT CHANDLER, 60 FEET SOUTH OF MILE POST 934, 45.0 FEET WEST OF
 DU0735'THE CENTER LINE OF THE TRACK, 30.2 FEET NORTH OF THE CENTER LINE OF A
 DU0735'PAVED ROAD, 6.0 FEET EAST OF A WIRE FENCE, 4.0 FEET BELOW THE LEVEL OF
 DU0735'THE TRACK, 1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST. SET IN THE
 DU0735'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DU0735
 DU0735                          STATION RECOVERY (1979)
 DU0735
 DU0735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0735'AN UNPAVED ROAD AND IRRIGATION DITCH EXIST WEST OF THE RAILROAD
 DU0735'TRACKS. THE 45.0 FOOT DISTANCE FROM THE CENTER OF THE TRACKS PLACES
 DU0735'THE MARK IN THE CENTER OF THE DIRT ROAD. THE MARK SITE IS 302 FEET
 DU0735'NORTH OF CHANDLER HIGHTS ROAD.
 DU0735
 DU0735                          STATION RECOVERY (1994)
 DU0735
 DU0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0735'MARK NOT FOUND.
 DU0735
 DU0735                          STATION RECOVERY (2007)
 DU0735
 DU0735'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0735'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0735'MARK. A ROAD HAS BEEN BLADED AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0421 ***********************************************************************
 CZ0421  DESIGNATION -  L 59
 CZ0421  PID         -  CZ0421
 CZ0421  STATE/COUNTY-  AZ/PINAL
 CZ0421  USGS QUAD   -  CACTUS FOREST (1993)
 CZ0421
 CZ0421                         *CURRENT SURVEY CONTROL
 CZ0421  ___________________________________________________________________
 CZ0421* NAD 83(1986)-  32 54 31.     (N)    111 17 11.     (W)     SCALED    
 CZ0421* NAVD 88     -       597.17   (+/-2cm)    1959.2    (feet)  VERTCON   
 CZ0421  ___________________________________________________________________
 CZ0421  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0421
 CZ0421.The horizontal coordinates were scaled from a topographic map and have
 CZ0421.an estimated accuracy of +/- 6 seconds.
 CZ0421
 CZ0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0421.The vertical order pertains to the NGVD 29 superseded value.
 CZ0421
 CZ0421.The geoid height was determined by GEOID03.
 CZ0421
 CZ0421;                    North         East    Units  Estimated Accuracy
 CZ0421;SPC AZ C     -   211,790.      272,320.      MT  (+/- 180 meters Scaled)
 CZ0421
 CZ0421                          SUPERSEDED SURVEY CONTROL
 CZ0421
 CZ0421  NGVD 29 (??/??/92)  596.619  (m)         1957.41   (f) ADJ UNCH    2 0
 CZ0421
 CZ0421.Superseded values are not recommended for survey control.
 CZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0421.See file dsdata.txt to determine how the superseded data were derived.
 CZ0421
 CZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB732411(NAD 83)
 CZ0421_MARKER: DB = BENCH MARK DISK
 CZ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0421_STAMPING: L 59 1934
 CZ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0421+STABILITY: SURFACE MOTION
 CZ0421
 CZ0421  HISTORY     - Date     Condition        Report By
 CZ0421  HISTORY     - 1934     MONUMENTED       CGS
 CZ0421  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 CZ0421
 CZ0421                          STATION DESCRIPTION
 CZ0421
 CZ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0421'10.5 MI S FROM FLORENCE.
 CZ0421'10.5 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0421'FLORENCE, 13 FEET WEST OF A HIGHWAY SIGN DIP, AND 27 FEET WEST OF THE
 CZ0421'CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED L 59 1934 AND SET
 CZ0421'IN THE TOP OF A CONCRETE POST.
 CZ0421
 CZ0421                          STATION RECOVERY (2007)
 CZ0421
 CZ0421'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0421'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0127 ***********************************************************************
 GP0127  DESIGNATION -  L 6
 GP0127  PID         -  GP0127
 GP0127  STATE/COUNTY-  AZ/COCONINO
 GP0127  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0127
 GP0127                         *CURRENT SURVEY CONTROL
 GP0127  ___________________________________________________________________
 GP0127* NAD 83(1986)-  36 00 52.     (N)    111 23 45.     (W)     SCALED    
 GP0127* NAVD 88     -      1326.072  (meters)    4350.62   (feet)  POSTED    
 GP0127  ___________________________________________________________________
 GP0127  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 GP0127  DYNAMIC HT  -        1324.450 (meters)    4345.30  (feet)  COMP
 GP0127  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 GP0127
 GP0127  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0127
 GP0127.The horizontal coordinates were scaled from a topographic map and have
 GP0127.an estimated accuracy of +/- 6 seconds.
 GP0127
 GP0127.The orthometric height was determined by differential leveling
 GP0127.and adjusted by the  in 1992.
 GP0127.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0127.rate of 2.1 thru 3.0 mm/km.
 GP0127
 GP0127.The geoid height was determined by GEOID03.
 GP0127
 GP0127.The dynamic height is computed by dividing the NAVD 88
 GP0127.geopotential number by the normal gravity value computed on the
 GP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0127.degrees latitude (g = 980.6199 gals.).
 GP0127
 GP0127.The modeled gravity was interpolated from observed gravity values.
 GP0127
 GP0127;                    North         East    Units  Estimated Accuracy
 GP0127;SPC AZ C     -   556,240.      260,310.      MT  (+/- 180 meters Scaled)
 GP0127
 GP0127                          SUPERSEDED SURVEY CONTROL
 GP0127
 GP0127  NGVD 29 (??/??/92) 1325.199  (m)         4347.76   (f) ADJ UNCH    1 2
 GP0127
 GP0127.Superseded values are not recommended for survey control.
 GP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0127.See file dsdata.txt to determine how the superseded data were derived.
 GP0127
 GP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE643856(NAD 83)
 GP0127_MARKER: DB = BENCH MARK DISK
 GP0127_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0127_SP_SET: UNSPEC ROCK
 GP0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0127
 GP0127  HISTORY     - Date     Condition        Report By
 GP0127  HISTORY     - UNK      MONUMENTED       CGS
 GP0127  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0127
 GP0127                          STATION DESCRIPTION
 GP0127
 GP0127'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0127'10.0 MI N FROM CAMERON.
 GP0127'10.0 MILES NORTH ALONG THE OLD ROAD TO LEES FERRY FROM THE NORTH END
 GP0127'OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 1.7 MILES NORTH
 GP0127'OF THE CROSSING OF MOENKOPI WASH, 200 FEET WEST OF THE OLD ROAD AND IN
 GP0127'ROCK ON THE POINT OF A HILL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0550 ***********************************************************************
 FS0550  DESIGNATION -  L 60
 FS0550  PID         -  FS0550
 FS0550  STATE/COUNTY-  AZ/MOHAVE
 FS0550  USGS QUAD   -  CERBAT (1968)
 FS0550
 FS0550                         *CURRENT SURVEY CONTROL
 FS0550  ___________________________________________________________________
 FS0550* NAD 83(1986)-  35 19 45.     (N)    114 11 01.     (W)     SCALED    
 FS0550* NAVD 88     -      1069.204  (meters)    3507.88   (feet)  ADJUSTED  
 FS0550  ___________________________________________________________________
 FS0550  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0550  DYNAMIC HT  -        1067.943 (meters)    3503.74  (feet)  COMP
 FS0550  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 FS0550
 FS0550  VERT ORDER  -  FIRST     CLASS II
 FS0550
 FS0550.The horizontal coordinates were scaled from a topographic map and have
 FS0550.an estimated accuracy of +/- 6 seconds.
 FS0550
 FS0550.The orthometric height was determined by differential leveling
 FS0550.and adjusted in June 1991.
 FS0550
 FS0550.The geoid height was determined by GEOID03.
 FS0550
 FS0550.The dynamic height is computed by dividing the NAVD 88
 FS0550.geopotential number by the normal gravity value computed on the
 FS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0550.degrees latitude (g = 980.6199 gals.).
 FS0550
 FS0550.The modeled gravity was interpolated from observed gravity values.
 FS0550
 FS0550;                    North         East    Units  Estimated Accuracy
 FS0550;SPC AZ W     -   480,190.      173,940.      MT  (+/- 180 meters Scaled)
 FS0550
 FS0550                          SUPERSEDED SURVEY CONTROL
 FS0550
 FS0550  NGVD 29 (??/??/92) 1068.386  (m)         3505.20   (f) ADJ UNCH    1 2
 FS0550
 FS0550.Superseded values are not recommended for survey control.
 FS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0550.See file dsdata.txt to determine how the superseded data were derived.
 FS0550
 FS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV560131(NAD 83)
 FS0550_MARKER: DB = BENCH MARK DISK
 FS0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0550_STAMPING: L 60 1934
 FS0550_MARK LOGO: CGS   
 FS0550_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0550+STABILITY: SURFACE MOTION
 FS0550
 FS0550  HISTORY     - Date     Condition        Report By
 FS0550  HISTORY     - 1934     MONUMENTED       CGS
 FS0550  HISTORY     - 1940     GOOD             NGS
 FS0550  HISTORY     - 1982     GOOD             NGS
 FS0550  HISTORY     - 1982     GOOD             NGS
 FS0550
 FS0550                          STATION DESCRIPTION
 FS0550
 FS0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0550'6 MI SE FROM CHLORIDE.
 FS0550'6.0 MILES SOUTHEAST ALONG THE OLD KINGMAN ROAD FROM CHLORIDE,
 FS0550'220 FEET NORTH OF THE JUNCTION OF A ROAD LEADING TO PONTIAC
 FS0550'MINE, 106 FEET NORTH OF AN OLD WELL, 30 FEET WEST OF THE
 FS0550'CENTERLINE OF THE OLD ROAD, AND 3 FEET EAST OF A WHITE WOODEN
 FS0550'WITNESS POST.  A STANDARD DISK, STAMPED L 60 1934 AND SET IN THE
 FS0550'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0550
 FS0550                          STATION RECOVERY (1982)
 FS0550
 FS0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0550'9.6 KM (6.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0550'IN CHLORIDE, 1.1 KM (0.7 MI) SOUTHEAST OF MINERAL PARK ROAD, 67 METERS
 FS0550'(220 FT) NORTH OF THE JUNCTION OF A ROAD LEADING TO THE PONTIAC MINE,
 FS0550'32.3 METERS (106 FT) NORTH OF AN OLD WELL, 9.1 METERS (30 FT) WEST OF
 FS0550'THE CENTERLINE OF THE OLD HIGHWAY.
 FS0550'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 FS0550
 FS0550                          STATION RECOVERY (1982)
 FS0550
 FS0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0550'9.6 KM (6.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0550'IN CHLORIDE, 1.1 KM (0.7 MI) SOUTHEAST OF MINERAL PARK ROAD, 67 METERS
 FS0550'(220 FT) NORTH OF THE JUNCTION OF A ROAD LEADING TO THE PONTIAC MINE,
 FS0550'32.3 METERS (106 FT) NORTH OF AN OLD WELL, 9.1 METERS (30 FT) WEST OF
 FS0550'THE CENTERLINE OF THE OLD HIGHWAY.
 FS0550'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0038 ***********************************************************************
 FR0038  DESIGNATION -  L 61
 FR0038  PID         -  FR0038
 FR0038  STATE/COUNTY-  AZ/COCONINO
 FR0038  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0038
 FR0038                         *CURRENT SURVEY CONTROL
 FR0038  ___________________________________________________________________
 FR0038* NAD 83(1986)-  35 54 27.     (N)    112 13 33.     (W)     SCALED    
 FR0038* NAVD 88     -      1930.733  (meters)    6334.41   (feet)  POSTED    
 FR0038  ___________________________________________________________________
 FR0038  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FR0038  DYNAMIC HT  -        1928.220 (meters)    6326.17  (feet)  COMP
 FR0038  MODELED GRAV-     979,259.1   (mgal)                       NAVD 88
 FR0038
 FR0038  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0038
 FR0038.The horizontal coordinates were scaled from a topographic map and have
 FR0038.an estimated accuracy of +/- 6 seconds.
 FR0038
 FR0038.The orthometric height was determined by differential leveling
 FR0038.and adjusted by the  in 1992.
 FR0038.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0038.rate of 0.0 thru 1.0 mm/km.
 FR0038
 FR0038.The geoid height was determined by GEOID03.
 FR0038
 FR0038.The dynamic height is computed by dividing the NAVD 88
 FR0038.geopotential number by the normal gravity value computed on the
 FR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0038.degrees latitude (g = 980.6199 gals.).
 FR0038
 FR0038.The modeled gravity was interpolated from observed gravity values.
 FR0038
 FR0038;                    North         East    Units  Estimated Accuracy
 FR0038;SPC AZ C     -   544,290.      185,460.      MT  (+/- 180 meters Scaled)
 FR0038
 FR0038                          SUPERSEDED SURVEY CONTROL
 FR0038
 FR0038  NGVD 29 (??/??/92) 1929.852  (m)         6331.52   (f) ADJ UNCH    2 0
 FR0038
 FR0038.Superseded values are not recommended for survey control.
 FR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0038.See file dsdata.txt to determine how the superseded data were derived.
 FR0038
 FR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE893743(NAD 83)
 FR0038_MARKER: DB = BENCH MARK DISK
 FR0038_SETTING: 66 = SET IN ROCK OUTCROP
 FR0038_SP_SET: LIMESTONE OUTCROP
 FR0038_STAMPING: L 61 1934
 FR0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0038+STABILITY: POSITION/ELEVATION WELL
 FR0038
 FR0038  HISTORY     - Date     Condition        Report By
 FR0038  HISTORY     - 1934     MONUMENTED       CGS
 FR0038  HISTORY     - 1955     GOOD             NGS
 FR0038
 FR0038                          STATION DESCRIPTION
 FR0038
 FR0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0038'15.4 MI S FROM GRAND CANYON.
 FR0038'ABOUT 15.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0038'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 95 FEET
 FR0038'EAST OF MILEAGE POST 48-1/2, 64 FEET EAST OF THE CENTER LINE OF THE
 FR0038'TRACK, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK,
 FR0038'STAMPED L 61 1934.
 FR0038
 FR0038                          STATION RECOVERY (1955)
 FR0038
 FR0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0367 ***********************************************************************
 FQ0367  DESIGNATION -  L 62
 FQ0367  PID         -  FQ0367
 FQ0367  STATE/COUNTY-  AZ/COCONINO
 FQ0367  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0367
 FQ0367                         *CURRENT SURVEY CONTROL
 FQ0367  ___________________________________________________________________
 FQ0367* NAD 83(1986)-  35 55 46.     (N)    111 43 09.     (W)     SCALED    
 FQ0367* NAVD 88     -      1922.798  (meters)    6308.38   (feet)  POSTED    
 FQ0367  ___________________________________________________________________
 FQ0367  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0367  DYNAMIC HT  -        1920.250 (meters)    6300.02  (feet)  COMP
 FQ0367  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 FQ0367
 FQ0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0367
 FQ0367.The horizontal coordinates were scaled from a topographic map and have
 FQ0367.an estimated accuracy of +/- 6 seconds.
 FQ0367
 FQ0367.The orthometric height was determined by differential leveling
 FQ0367.and adjusted by the  in 1992.
 FQ0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0367.rate of 0.0 thru 1.0 mm/km.
 FQ0367
 FQ0367.The geoid height was determined by GEOID03.
 FQ0367
 FQ0367.The dynamic height is computed by dividing the NAVD 88
 FQ0367.geopotential number by the normal gravity value computed on the
 FQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0367.degrees latitude (g = 980.6199 gals.).
 FQ0367
 FQ0367.The modeled gravity was interpolated from observed gravity values.
 FQ0367
 FQ0367;                    North         East    Units  Estimated Accuracy
 FQ0367;SPC AZ C     -   546,700.      231,180.      MT  (+/- 180 meters Scaled)
 FQ0367
 FQ0367                          SUPERSEDED SURVEY CONTROL
 FQ0367
 FQ0367  NGVD 29 (??/??/92) 1921.836  (m)         6305.22   (f) ADJ UNCH    2 0
 FQ0367
 FQ0367.Superseded values are not recommended for survey control.
 FQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0367.See file dsdata.txt to determine how the superseded data were derived.
 FQ0367
 FQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE351763(NAD 83)
 FQ0367_MARKER: DB = BENCH MARK DISK
 FQ0367_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0367_SP_SET: LIMESTONE LEDGE
 FQ0367_STAMPING: L 62 1934
 FQ0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0367+STABILITY: POSITION/ELEVATION WELL
 FQ0367
 FQ0367  HISTORY     - Date     Condition        Report By
 FQ0367  HISTORY     - 1934     MONUMENTED       CGS
 FQ0367  HISTORY     - 1959     MARK NOT FOUND   USGS
 FQ0367
 FQ0367                          STATION DESCRIPTION
 FQ0367
 FQ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0367'21.7 MI W FROM CAMERON.
 FQ0367'ABOUT 21.7 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0367'COUNTY ABOUT 0.5 MILE EAST OF THE EAST BOUNDARY FENCE OF THE TUSAYAN
 FQ0367'NATIONAL FOREST, ABOUT 90 YARDS WEST OF A SMALL CANYON AND A HEAVY
 FQ0367'ROCK FILL, AT THE EAST END OF A CUT, 42 FEET SOUTH OF THE CENTER LINE
 FQ0367'OF THE HIGHWAY, AND IN THE TOP OF AN AGATIZED LIMESTONE LEDGE.  A
 FQ0367'STANDARD DISK, STAMPED L 62 1934.  NOTE-- DISTANCES IN DESCRIPTION DID
 FQ0367'NOT SEEM TO FIT WELL WITH TOPOGRAPHY AND OTHER PORTIONS OF
 FQ0367'DESCRIPTION.  B.M. IS PROBABLY STILL IN PLACE.
 FQ0367
 FQ0367                          STATION RECOVERY (1959)
 FQ0367
 FQ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FQ0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0117 ***********************************************************************
 FQ0117  DESIGNATION -  L 63
 FQ0117  PID         -  FQ0117
 FQ0117  STATE/COUNTY-  AZ/COCONINO
 FQ0117  USGS QUAD   -  COAL MINE MESA (1967)
 FQ0117
 FQ0117                         *CURRENT SURVEY CONTROL
 FQ0117  ___________________________________________________________________
 FQ0117* NAD 83(1986)-  35 57 20.     (N)    110 55 38.     (W)     SCALED    
 FQ0117* NAVD 88     -      1848.635  (meters)    6065.06   (feet)  ADJUSTED  
 FQ0117  ___________________________________________________________________
 FQ0117  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 FQ0117  DYNAMIC HT  -        1846.222 (meters)    6057.15  (feet)  COMP
 FQ0117  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 FQ0117
 FQ0117  VERT ORDER  -  SECOND    CLASS 0
 FQ0117
 FQ0117.The horizontal coordinates were scaled from a topographic map and have
 FQ0117.an estimated accuracy of +/- 6 seconds.
 FQ0117
 FQ0117.The orthometric height was determined by differential leveling
 FQ0117.and adjusted in June 1991.
 FQ0117
 FQ0117.The geoid height was determined by GEOID03.
 FQ0117
 FQ0117.The dynamic height is computed by dividing the NAVD 88
 FQ0117.geopotential number by the normal gravity value computed on the
 FQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0117.degrees latitude (g = 980.6199 gals.).
 FQ0117
 FQ0117.The modeled gravity was interpolated from observed gravity values.
 FQ0117
 FQ0117;                    North         East    Units  Estimated Accuracy
 FQ0117;SPC AZ C     -   550,030.      302,610.      MT  (+/- 180 meters Scaled)
 FQ0117
 FQ0117                          SUPERSEDED SURVEY CONTROL
 FQ0117
 FQ0117  NGVD 29 (??/??/92) 1847.691  (m)         6061.97   (f) ADJ UNCH    2 0
 FQ0117
 FQ0117.Superseded values are not recommended for survey control.
 FQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0117.See file dsdata.txt to determine how the superseded data were derived.
 FQ0117
 FQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE065790(NAD 83)
 FQ0117_MARKER: DB = BENCH MARK DISK
 FQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0117_STAMPING: L 63 1934
 FQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0117+STABILITY: SURFACE MOTION
 FQ0117
 FQ0117  HISTORY     - Date     Condition        Report By
 FQ0117  HISTORY     - 1934     MONUMENTED       CGS
 FQ0117  HISTORY     - 1967     GOOD             USGS
 FQ0117
 FQ0117                          STATION DESCRIPTION
 FQ0117
 FQ0117'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FQ0117'24.9 MI SE FROM TUBA CITY.
 FQ0117'TUBA CITY POST OFFICE.  THENCE 21.9 MILES SOUTHEAST ON ROUTE 264
 FQ0117'TOWARD ORAIBI TO MILE POST 345, 0.1 MILE EAST OF A LARGE N-S SAND
 FQ0117'RIDGE 0.65 MILE EAST OF COAL MINE MESA TRADING POST.  336 FEET NW OF
 FQ0117'M.P. 345.  330 FEET N OF THE ROAD.  30 FEET SOUTH OF A DIM E-W ROAD.
 FQ0117'ON A SILENT RISE IN THE GROUND ON THE NORTH SIDE OF THE ROAD A
 FQ0117'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0002 ***********************************************************************
 FQ0002  DESIGNATION -  L 64
 FQ0002  PID         -  FQ0002
 FQ0002  STATE/COUNTY-  AZ/NAVAJO
 FQ0002  USGS QUAD   -  POLACCA (1991)
 FQ0002
 FQ0002                         *CURRENT SURVEY CONTROL
 FQ0002  ___________________________________________________________________
 FQ0002* NAD 83(2007)-  35 48 27.55756(N)    110 28 37.79248(W)     ADJUSTED  
 FQ0002* NAVD 88     -      1774.185  (meters)    5820.81   (feet)  ADJUSTED  
 FQ0002  ___________________________________________________________________
 FQ0002  EPOCH DATE  -        2007.00
 FQ0002  X           -  -1,812,117.645 (meters)                     COMP
 FQ0002  Y           -  -4,852,623.825 (meters)                     COMP
 FQ0002  Z           -   3,711,929.575 (meters)                     COMP
 FQ0002  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 FQ0002  ELLIP HEIGHT-        1751.987 (meters)          (02/10/07) ADJUSTED
 FQ0002  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 FQ0002  DYNAMIC HT  -        1771.877 (meters)    5813.23  (feet)  COMP
 FQ0002
 FQ0002  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0002  Type    PID    Designation                      North   East  Ellip
 FQ0002  -------------------------------------------------------------------
 FQ0002  NETWORK FQ0002 L 64                              0.84   0.69   3.55
 FQ0002  -------------------------------------------------------------------
 FQ0002  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 FQ0002
 FQ0002  VERT ORDER  -  SECOND    CLASS 0
 FQ0002
 FQ0002.The horizontal coordinates were established by GPS observations
 FQ0002.and adjusted by the National Geodetic Survey in February 2007.
 FQ0002
 FQ0002.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0002.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0002.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0002.The epoch date for horizontal control is a decimal equivalence
 FQ0002.of Year/Month/Day.
 FQ0002
 FQ0002.The orthometric height was determined by differential leveling
 FQ0002.and adjusted in June 1991.
 FQ0002
 FQ0002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0002
 FQ0002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0002
 FQ0002.The ellipsoidal height was determined by GPS observations
 FQ0002.and is referenced to NAD 83.
 FQ0002
 FQ0002.The geoid height was determined by GEOID03.
 FQ0002
 FQ0002.The dynamic height is computed by dividing the NAVD 88
 FQ0002.geopotential number by the normal gravity value computed on the
 FQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0002.degrees latitude (g = 980.6199 gals.).
 FQ0002
 FQ0002.The modeled gravity was interpolated from observed gravity values.
 FQ0002
 FQ0002;                    North         East     Units Scale Factor Converg.
 FQ0002;SPC AZ E     -   533,217.429   185,299.301   MT  0.99990970   -0 10 54.0
 FQ0002;SPC AZ E     - 1,749,401.01    607,937.34   iFT  0.99990970   -0 10 54.0
 FQ0002;UTM  12      - 3,962,741.006   547,236.283   MT  0.99962749   +0 18 21.2
 FQ0002
 FQ0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0002!SPC AZ E     -   0.99972510  x   0.99990970  =   0.99963482
 FQ0002!UTM  12      -   0.99972510  x   0.99962749  =   0.99935269
 FQ0002
 FQ0002                          SUPERSEDED SURVEY CONTROL
 FQ0002
 FQ0002  NAD 83(1992)-  35 48 27.55692(N)    110 28 37.79185(W) AD(       ) 1
 FQ0002  ELLIP H (03/15/96) 1752.020  (m)                       GP(       ) 4 1
 FQ0002  NAVD 88 (03/15/96) 1774.18   (m)         5820.8    (f) LEVELING    3  
 FQ0002  NGVD 29 (??/??/92) 1773.292  (m)         5817.88   (f) ADJ UNCH    2 0
 FQ0002
 FQ0002.Superseded values are not recommended for survey control.
 FQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0002.See file dsdata.txt to determine how the superseded data were derived.
 FQ0002
 FQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4723662741(NAD 83)
 FQ0002_MARKER: DB = BENCH MARK DISK
 FQ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0002_STAMPING: L 64 1934
 FQ0002_MARK LOGO: CGS   
 FQ0002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0002+STABILITY: SURFACE MOTION
 FQ0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0002+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 FQ0002
 FQ0002  HISTORY     - Date     Condition        Report By
 FQ0002  HISTORY     - 1934     MONUMENTED       CGS
 FQ0002  HISTORY     - 19950808 GOOD             NGS
 FQ0002
 FQ0002                          STATION DESCRIPTION
 FQ0002
 FQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0002'11.6 MI E FROM ORAIBI.
 FQ0002'11.6 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO
 FQ0002'COUNTY, AT THE POINT WHERE THE ROAD DESCENDS INTO A VALLEY, AT THE
 FQ0002'SOUTH EDGE OF A GROUP OF BUILDINGS, 17 FEET SOUTH OF THE SOUTHWEST
 FQ0002'CORNER OF THE SOUTHERNMOST STONE BUILDING ON THE EAST SIDE OF THE
 FQ0002'ROAD, 23 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTHEAST
 FQ0002'OF A COTTONWOOD TREE.  A STANDARD DISK, STAMPED L 64 1934 AND SET IN
 FQ0002'THE TOP OF A CONCRETE POST.
 FQ0002
 FQ0002                          STATION RECOVERY (1995)
 FQ0002
 FQ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0002'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORHTEAST OF THE
 FQ0002'INTERSECTION OF ARIZONA HIGHWAYS 87 AND 264 NEAR SECOND MESA AT THE
 FQ0002'EAST EDGE OF THE SUNLIGHT MISSION SETTLEMENT ON HOPI INDIAN
 FQ0002'RESERVATION TRIBAL LAND.  TO REACH THE STATION FROM THE INTERSECTION
 FQ0002'OF ARIZONA HIGHWAYS 87 AND 264 JUST EAST OF SECOND MESA, GO EAST ON
 FQ0002'ARIZONA 264 FOR 2.0 MI (3.2 KM) TO A DIRT ROAD ON THE LEFT AT A SIGN
 FQ0002'FOR THE SUNLIGHT BAPTIST MISSION.  TURN LEFT AND PROCEED NORTH, THEN
 FQ0002'WEST, CLIMBING UP TOWARDS SECOND MESA FOR 1.2 MI (1.9 KM) TO SMALL
 FQ0002'STONE BUILDINGS ON BOT SIDES OF THE ROAD AND THE STATION ON THE RIGHT.
 FQ0002'THE STATION IS A USCGS BENCHMARK DISK SET IN THE TOP OF A 0.25 M (0.82
 FQ0002'FT) SQUARE CONCRETE MONUMENT AND STAMPED --- L 64 ---. IT IS 6.0 M
 FQ0002'(19.7 FT) NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 5.0 M (16.4
 FQ0002'FT) SOUTHEAST FROM THE SOUTH CORNER OF A ONE STORY STONE BUILDING ,
 FQ0002'0.3 M (1.0 FT) SOUTHWEST OF A FENCELINE, AND 23.2 M (76.1 FT)
 FQ0002'NORTHEAST OF THE NORTH CORNER OF A STONE BUILDING ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0208 ***********************************************************************
 ES0208  DESIGNATION -  L 65
 ES0208  PID         -  ES0208
 ES0208  STATE/COUNTY-  AZ/NAVAJO
 ES0208  USGS QUAD   -  PARALLEL CANYON (1990)
 ES0208
 ES0208                         *CURRENT SURVEY CONTROL
 ES0208  ___________________________________________________________________
 ES0208* NAD 83(1986)-  34 14 50.     (N)    110 51 39.     (W)     SCALED    
 ES0208* NAVD 88     -      2291.081  (meters)    7516.65   (feet)  ADJUSTED  
 ES0208  ___________________________________________________________________
 ES0208  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0208  DYNAMIC HT  -        2287.594 (meters)    7505.21  (feet)  COMP
 ES0208  MODELED GRAV-     979,030.4   (mgal)                       NAVD 88
 ES0208
 ES0208  VERT ORDER  -  SECOND    CLASS 0
 ES0208
 ES0208.The horizontal coordinates were scaled from a topographic map and have
 ES0208.an estimated accuracy of +/- 6 seconds.
 ES0208
 ES0208.The orthometric height was determined by differential leveling
 ES0208.and adjusted in June 1991.
 ES0208
 ES0208.The geoid height was determined by GEOID03.
 ES0208
 ES0208.The dynamic height is computed by dividing the NAVD 88
 ES0208.geopotential number by the normal gravity value computed on the
 ES0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0208.degrees latitude (g = 980.6199 gals.).
 ES0208
 ES0208.The modeled gravity was interpolated from observed gravity values.
 ES0208
 ES0208;                    North         East    Units  Estimated Accuracy
 ES0208;SPC AZ E     -   360,290.      149,420.      MT  (+/- 180 meters Scaled)
 ES0208
 ES0208                          SUPERSEDED SURVEY CONTROL
 ES0208
 ES0208  NGVD 29 (??/??/92) 2290.053  (m)         7513.28   (f) ADJ UNCH    2 0
 ES0208
 ES0208.Superseded values are not recommended for survey control.
 ES0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0208.See file dsdata.txt to determine how the superseded data were derived.
 ES0208
 ES0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC128895(NAD 83)
 ES0208_MARKER: DB = BENCH MARK DISK
 ES0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0208_SP_SET: FOOTING
 ES0208_STAMPING: L-65 1934
 ES0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0208
 ES0208  HISTORY     - Date     Condition        Report By
 ES0208  HISTORY     - 1934     MONUMENTED       CGS
 ES0208
 ES0208                          STATION DESCRIPTION
 ES0208
 ES0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0208'27.0 MI SW FROM HEBER.
 ES0208'ON PAYSON HEBER ROAD AT COLCORD TOWER. SET NORTH WEST CORNER OF TOWER
 ES0208'IN CONC. FOOTING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0509 ***********************************************************************
 DU0509  DESIGNATION -  L 67
 DU0509  PID         -  DU0509
 DU0509  STATE/COUNTY-  AZ/PINAL
 DU0509  USGS QUAD   -  NORTH BUTTE (1978)
 DU0509
 DU0509                         *CURRENT SURVEY CONTROL
 DU0509  ___________________________________________________________________
 DU0509* NAD 83(1986)-  33 06 33.     (N)    111 09 10.     (W)     SCALED    
 DU0509* NAVD 88     -       500.95   (+/-2cm)    1643.5    (feet)  VERTCON   
 DU0509  ___________________________________________________________________
 DU0509  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DU0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0509
 DU0509.The horizontal coordinates were scaled from a topographic map and have
 DU0509.an estimated accuracy of +/- 6 seconds.
 DU0509
 DU0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0509.The vertical order pertains to the NGVD 29 superseded value.
 DU0509
 DU0509.The geoid height was determined by GEOID03.
 DU0509
 DU0509;                    North         East    Units  Estimated Accuracy
 DU0509;SPC AZ C     -   234,120.      284,650.      MT  (+/- 180 meters Scaled)
 DU0509
 DU0509                          SUPERSEDED SURVEY CONTROL
 DU0509
 DU0509  NGVD 29 (??/??/92)  500.343  (m)         1641.54   (f) ADJ UNCH    2 0
 DU0509
 DU0509.Superseded values are not recommended for survey control.
 DU0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0509.See file dsdata.txt to determine how the superseded data were derived.
 DU0509
 DU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB857634(NAD 83)
 DU0509_MARKER: DB = BENCH MARK DISK
 DU0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0509_STAMPING: L 67 1934
 DU0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0509+STABILITY: SURFACE MOTION
 DU0509
 DU0509  HISTORY     - Date     Condition        Report By
 DU0509  HISTORY     - 1934     MONUMENTED       CGS
 DU0509
 DU0509                          STATION DESCRIPTION
 DU0509
 DU0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0509'0.2 MI W FROM COCHRAN.
 DU0509'0.2 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0509'PINAL COUNTY, 50 FEET NORTH OF MILEPOST 975, AND 33 FEET SOUTH OF THE
 DU0509'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 67 1934 AND SET
 DU0509'IN THE TOP OF A CONCRETE POST.  NOTE-- 0.2 WEST ALONG THE SOUTHERN
 DU0509'PACIFIC CO, RAILROAD FROM SITE OF R/R COCHRAN STA. PINAL COUNTY TO THE
 DU0509'MILE POST 975, THEN CONTINUE 35 FEET WEST, THEN 28 FEET SOUTH OF THE
 DU0509'CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0669 ***********************************************************************
 DU0669  DESIGNATION -  L 68
 DU0669  PID         -  DU0669
 DU0669  STATE/COUNTY-  AZ/PINAL
 DU0669  USGS QUAD   -  SACATON NE (1978)
 DU0669
 DU0669                         *CURRENT SURVEY CONTROL
 DU0669  ___________________________________________________________________
 DU0669* NAD 83(1986)-  33 09 09.     (N)    111 31 09.     (W)     SCALED    
 DU0669* NAVD 88     -       460.565  (meters)    1511.04   (feet)  ADJUSTED  
 DU0669  ___________________________________________________________________
 DU0669  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0669  DYNAMIC HT  -         460.013 (meters)    1509.23  (feet)  COMP
 DU0669  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 DU0669  OBS GRAVITY -     979,422.5   (mgal)                       GRAV_OBS
 DU0669
 DU0669  VERT ORDER  -  FIRST     CLASS II
 DU0669
 DU0669.The horizontal coordinates were scaled from a topographic map and have
 DU0669.an estimated accuracy of +/- 6 seconds.
 DU0669
 DU0669.The orthometric height was determined by differential leveling
 DU0669.and adjusted in November 1993.
 DU0669
 DU0669.The geoid height was determined by GEOID03.
 DU0669
 DU0669.The dynamic height is computed by dividing the NAVD 88
 DU0669.geopotential number by the normal gravity value computed on the
 DU0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0669.degrees latitude (g = 980.6199 gals.).
 DU0669
 DU0669.The modeled gravity was interpolated from observed gravity values.
 DU0669.The observed gravity was obtained from relative gravimeter ties
 DU0669.to the IGSN71 gravity network.
 DU0669
 DU0669;                    North         East    Units  Estimated Accuracy
 DU0669;SPC AZ C     -   238,730.      250,440.      MT  (+/- 180 meters Scaled)
 DU0669
 DU0669                          SUPERSEDED SURVEY CONTROL
 DU0669
 DU0669  NGVD 29 (??/??/92)  460.482  (m)         1510.76   (f) ADJ UNCH    1 2
 DU0669
 DU0669.Superseded values are not recommended for survey control.
 DU0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0669.See file dsdata.txt to determine how the superseded data were derived.
 DU0669
 DU0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB515683(NAD 83)
 DU0669_MARKER: DB = BENCH MARK DISK
 DU0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0669_SP_SET: CONCRETE POST
 DU0669_STAMPING: L 68 1934
 DU0669_MARK LOGO: CGS   
 DU0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0669+STABILITY: SURFACE MOTION
 DU0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0669+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 DU0669
 DU0669  HISTORY     - Date     Condition        Report By
 DU0669  HISTORY     - 1934     MONUMENTED       CGS
 DU0669  HISTORY     - 1967     GOOD             NGS
 DU0669  HISTORY     - 19920110 GOOD             NGS
 DU0669  HISTORY     - 20061020 GOOD             GEOCAC
 DU0669
 DU0669                          STATION DESCRIPTION
 DU0669
 DU0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0669'1.8 MI NW FROM MAGMA.
 DU0669'ABOUT 1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0669'STATION SIGN AT MAGMA, IN SECTION 22, T 3 S, R 8 E, 10 FEET NORTHWEST
 DU0669'OF MILEPOST 948, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 122 FEET
 DU0669'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS THE TRACK,
 DU0669'1.1 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DU0669'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 DU0669'CONCRETE POST WHICH PROJECTS 12 INCHES.
 DU0669
 DU0669                          STATION RECOVERY (1992)
 DU0669
 DU0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0669'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0669'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0669'THENCE 14.4 KM (8.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0669'RAILROAD, 9.0 M (29.5 FT) NORTHEAST OF AN UNDERGROUND PIPELINE
 DU0669'WARNING SIGN, 9.0 M (29.5 FT) SOUTHWEST OF THE NEAR RAIL, 3.0 M (9.8
 DU0669'FT) NORTHWEST OF MILEPOST 948, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 DU0669'TRACK, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 DU0669'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DU0669
 DU0669                          STATION RECOVERY (2006)
 DU0669
 DU0669'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0322 ***********************************************************************
 DT0322  DESIGNATION -  L 70
 DT0322  PID         -  DT0322
 DT0322  STATE/COUNTY-  AZ/GREENLEE
 DT0322  USGS QUAD   -  ROSE PEAK (1967)
 DT0322
 DT0322                         *CURRENT SURVEY CONTROL
 DT0322  ___________________________________________________________________
 DT0322* NAD 83(1986)-  33 24 44.     (N)    109 21 49.     (W)     SCALED    
 DT0322* NAVD 88     -      2220.660  (meters)    7285.62   (feet)  ADJUSTED  
 DT0322  ___________________________________________________________________
 DT0322  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 DT0322  DYNAMIC HT  -        2217.115 (meters)    7273.98  (feet)  COMP
 DT0322  MODELED GRAV-     978,960.1   (mgal)                       NAVD 88
 DT0322
 DT0322  VERT ORDER  -  SECOND    CLASS 0
 DT0322
 DT0322.The horizontal coordinates were scaled from a topographic map and have
 DT0322.an estimated accuracy of +/- 6 seconds.
 DT0322
 DT0322.The orthometric height was determined by differential leveling
 DT0322.and adjusted in June 1991.
 DT0322
 DT0322.The geoid height was determined by GEOID03.
 DT0322
 DT0322.The dynamic height is computed by dividing the NAVD 88
 DT0322.geopotential number by the normal gravity value computed on the
 DT0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0322.degrees latitude (g = 980.6199 gals.).
 DT0322
 DT0322.The modeled gravity was interpolated from observed gravity values.
 DT0322
 DT0322;                    North         East    Units  Estimated Accuracy
 DT0322;SPC AZ E     -   267,750.      288,050.      MT  (+/- 180 meters Scaled)
 DT0322
 DT0322                          SUPERSEDED SURVEY CONTROL
 DT0322
 DT0322  NGVD 29 (??/??/92) 2219.667  (m)         7282.36   (f) ADJ UNCH    2 0
 DT0322
 DT0322.Superseded values are not recommended for survey control.
 DT0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0322.See file dsdata.txt to determine how the superseded data were derived.
 DT0322
 DT0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB521981(NAD 83)
 DT0322_MARKER: DB = BENCH MARK DISK
 DT0322_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0322_SP_SET: UNSPECIFIED ROCK
 DT0322_STAMPING: L-70 1934
 DT0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0322
 DT0322  HISTORY     - Date     Condition        Report By
 DT0322  HISTORY     - 1934     MONUMENTED       CGS
 DT0322  HISTORY     - 1967     GOOD             USGS
 DT0322
 DT0322                          STATION DESCRIPTION
 DT0322
 DT0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0322'38.9 MI N FROM CLIFTON.
 DT0322'38.9 MI NORTH ON STATE HWY NO. 71. FROM P.O. AT A POINT WHERE THE
 DT0322'HIGHWAY MAKES A HORSE-SHOE CURVE THRU A CUT, 54 FEET EAST OF THE
 DT0322'CENTERLINE OF THE HIGHWAY, AND ABOUT 10 FEET BELOW THE ROAD SURFACE.
 DT0322'SET IN A ROCK ABOUT 2 FEET IN DIAMETER AND 1 FOOT ABOVE THE GROUND.
 DT0322
 DT0322                          STATION RECOVERY (1967)
 DT0322
 DT0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0083 ***********************************************************************
 FQ0083  DESIGNATION -  L 71
 FQ0083  PID         -  FQ0083
 FQ0083  STATE/COUNTY-  AZ/COCONINO
 FQ0083  USGS QUAD   -  OLD LEUPP (1986)
 FQ0083
 FQ0083                         *CURRENT SURVEY CONTROL
 FQ0083  ___________________________________________________________________
 FQ0083* NAD 83(1986)-  35 20 18.     (N)    110 58 08.     (W)     SCALED    
 FQ0083* NAVD 88     -      1450.897  (meters)    4760.15   (feet)  ADJUSTED  
 FQ0083  ___________________________________________________________________
 FQ0083  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0083  DYNAMIC HT  -        1449.036 (meters)    4754.05  (feet)  COMP
 FQ0083  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 FQ0083
 FQ0083  VERT ORDER  -  SECOND    CLASS 0
 FQ0083
 FQ0083.The horizontal coordinates were scaled from a topographic map and have
 FQ0083.an estimated accuracy of +/- 6 seconds.
 FQ0083
 FQ0083.The orthometric height was determined by differential leveling
 FQ0083.and adjusted in June 1991.
 FQ0083
 FQ0083.The geoid height was determined by GEOID03.
 FQ0083
 FQ0083.The dynamic height is computed by dividing the NAVD 88
 FQ0083.geopotential number by the normal gravity value computed on the
 FQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0083.degrees latitude (g = 980.6199 gals.).
 FQ0083
 FQ0083.The modeled gravity was interpolated from observed gravity values.
 FQ0083
 FQ0083;                    North         East    Units  Estimated Accuracy
 FQ0083;SPC AZ C     -   481,520.      299,520.      MT  (+/- 180 meters Scaled)
 FQ0083
 FQ0083                          SUPERSEDED SURVEY CONTROL
 FQ0083
 FQ0083  NGVD 29 (??/??/92) 1450.147  (m)         4757.69   (f) ADJ UNCH    2 0
 FQ0083
 FQ0083.Superseded values are not recommended for survey control.
 FQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0083.See file dsdata.txt to determine how the superseded data were derived.
 FQ0083
 FQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE028105(NAD 83)
 FQ0083_MARKER: DB = BENCH MARK DISK
 FQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0083_STAMPING: L 71 1934
 FQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0083+STABILITY: SURFACE MOTION
 FQ0083
 FQ0083  HISTORY     - Date     Condition        Report By
 FQ0083  HISTORY     - 1934     MONUMENTED       CGS
 FQ0083
 FQ0083                          STATION DESCRIPTION
 FQ0083
 FQ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0083'6.8 MI NE FROM LEUPP.
 FQ0083'6.8 MILES NORTHEAST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0083'COCONINO COUNTY, ABOUT 2-1/2 POLES NORTHEAST OF AN ANGLE IN A ROW OF
 FQ0083'POLES LEADING NORTHEAST, ABOUT 95 FEET NORTHWEST OF A ROW OF POLES,
 FQ0083'AND ABOUT 100 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 FQ0083'STANDARD DISK, STAMPED L 71 1934 AND SET IN THE TOP OF A CONCRETE
 FQ0083'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0264 ***********************************************************************
 CY0264  DESIGNATION -  L 73
 CY0264  PID         -  CY0264
 CY0264  STATE/COUNTY-  AZ/GREENLEE
 CY0264  USGS QUAD   -  YORK (1986)
 CY0264
 CY0264                         *CURRENT SURVEY CONTROL
 CY0264  ___________________________________________________________________
 CY0264* NAD 83(1986)-  32 53 37.     (N)    109 12 38.     (W)     SCALED    
 CY0264* NAVD 88     -      1065.23   (+/-2cm)    3494.8    (feet)  VERTCON   
 CY0264  ___________________________________________________________________
 CY0264  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CY0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0264
 CY0264.The horizontal coordinates were scaled from a topographic map and have
 CY0264.an estimated accuracy of +/- 6 seconds.
 CY0264
 CY0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0264.The vertical order pertains to the NGVD 29 superseded value.
 CY0264
 CY0264.The geoid height was determined by GEOID03.
 CY0264
 CY0264;                    North         East    Units  Estimated Accuracy
 CY0264;SPC AZ E     -   210,360.      302,810.      MT  (+/- 180 meters Scaled)
 CY0264
 CY0264                          SUPERSEDED SURVEY CONTROL
 CY0264
 CY0264  NGVD 29 (??/??/92) 1064.538  (m)         3492.57   (f) ADJ UNCH    2 0
 CY0264
 CY0264.Superseded values are not recommended for survey control.
 CY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0264.See file dsdata.txt to determine how the superseded data were derived.
 CY0264
 CY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB673409(NAD 83)
 CY0264_MARKER: DB = BENCH MARK DISK
 CY0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0264_STAMPING: L-73 1934
 CY0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0264+STABILITY: SURFACE MOTION
 CY0264
 CY0264  HISTORY     - Date     Condition        Report By
 CY0264  HISTORY     - 1934     MONUMENTED       CGS
 CY0264
 CY0264                          STATION DESCRIPTION
 CY0264
 CY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0264'IN YORK.
 CY0264'ABOUT 100 FT. N. OF STA. YORK, ABOUT 100 FT. E. OF A RANCH HOUSE,
 CY0264'2-3/4 POLES N. OF MI. POLE 1199, 70 FT. S.E. OF A LARGE COTTON WOOD
 CY0264'TREE, AND 30 FT. E. OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0329 ***********************************************************************
 DT0329  DESIGNATION -  L 74
 DT0329  PID         -  DT0329
 DT0329  STATE/COUNTY-  AZ/GREENLEE
 DT0329  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0329
 DT0329                         *CURRENT SURVEY CONTROL
 DT0329  ___________________________________________________________________
 DT0329* NAD 83(1986)-  33 20 39.     (N)    109 20 48.     (W)     SCALED    
 DT0329* NAVD 88     -      2005.415  (meters)    6579.43   (feet)  ADJUSTED  
 DT0329  ___________________________________________________________________
 DT0329  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DT0329  DYNAMIC HT  -        2002.288 (meters)    6569.17  (feet)  COMP
 DT0329  MODELED GRAV-     979,005.8   (mgal)                       NAVD 88
 DT0329
 DT0329  VERT ORDER  -  SECOND    CLASS 0
 DT0329
 DT0329.The horizontal coordinates were scaled from a topographic map and have
 DT0329.an estimated accuracy of +/- 6 seconds.
 DT0329
 DT0329.The orthometric height was determined by differential leveling
 DT0329.and adjusted in June 1991.
 DT0329
 DT0329.The geoid height was determined by GEOID03.
 DT0329
 DT0329.The dynamic height is computed by dividing the NAVD 88
 DT0329.geopotential number by the normal gravity value computed on the
 DT0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0329.degrees latitude (g = 980.6199 gals.).
 DT0329
 DT0329.The modeled gravity was interpolated from observed gravity values.
 DT0329
 DT0329;                    North         East    Units  Estimated Accuracy
 DT0329;SPC AZ E     -   260,220.      289,690.      MT  (+/- 180 meters Scaled)
 DT0329
 DT0329                          SUPERSEDED SURVEY CONTROL
 DT0329
 DT0329  NGVD 29 (??/??/92) 2004.495  (m)         6576.41   (f) ADJ UNCH    2 0
 DT0329
 DT0329.Superseded values are not recommended for survey control.
 DT0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0329.See file dsdata.txt to determine how the superseded data were derived.
 DT0329
 DT0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB538906(NAD 83)
 DT0329_MARKER: DB = BENCH MARK DISK
 DT0329_SETTING: 66 = SET IN ROCK OUTCROP
 DT0329_SP_SET: MALPAIS ROCK
 DT0329_STAMPING: L-74 1934
 DT0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0329+STABILITY: POSITION/ELEVATION WELL
 DT0329
 DT0329  HISTORY     - Date     Condition        Report By
 DT0329  HISTORY     - 1934     MONUMENTED       CGS
 DT0329
 DT0329                          STATION DESCRIPTION
 DT0329
 DT0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0329'30.9 MI N FROM CLIFTON.
 DT0329'30.9 MI NORTH ON STATE HWY NO. 71, FROM P.O. ON TOP OF A NARROW RIDGE,
 DT0329'ABOUT 200 YDS SOUTH OF THE SUMMIT, 14 FEET SOUTHEAST OF A SMALL
 DT0329'JUNIPER TREE, AND 32 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0219 ***********************************************************************
 CZ0219  DESIGNATION -  L 75
 CZ0219  PID         -  CZ0219
 CZ0219  STATE/COUNTY-  AZ/PIMA
 CZ0219  USGS QUAD   -  TUCSON SW (1992)
 CZ0219
 CZ0219                         *CURRENT SURVEY CONTROL
 CZ0219  ___________________________________________________________________
 CZ0219* NAD 83(2007)-  32 03 19.51238(N)    110 57 13.52235(W)     ADJUSTED  
 CZ0219* NAVD 88     -       793.682  (meters)    2603.94   (feet)  ADJUSTED  
 CZ0219  ___________________________________________________________________
 CZ0219  EPOCH DATE  -        2007.00
 CZ0219  X           -  -1,935,210.939 (meters)                     COMP
 CZ0219  Y           -  -5,053,584.364 (meters)                     COMP
 CZ0219  Z           -   3,366,047.005 (meters)                     COMP
 CZ0219  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CZ0219  ELLIP HEIGHT-         764.149 (meters)          (02/10/07) ADJUSTED
 CZ0219  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0219  DYNAMIC HT  -         792.558 (meters)    2600.25  (feet)  COMP
 CZ0219
 CZ0219  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0219  Type    PID    Designation                      North   East  Ellip
 CZ0219  -------------------------------------------------------------------
 CZ0219  NETWORK CZ0219 L 75                              0.55   0.86   2.76
 CZ0219  -------------------------------------------------------------------
 CZ0219  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 CZ0219
 CZ0219  VERT ORDER  -  FIRST     CLASS II
 CZ0219
 CZ0219.The horizontal coordinates were established by GPS observations
 CZ0219.and adjusted by the National Geodetic Survey in February 2007.
 CZ0219
 CZ0219.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0219.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0219.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0219.The epoch date for horizontal control is a decimal equivalence
 CZ0219.of Year/Month/Day.
 CZ0219
 CZ0219.The orthometric height was determined by differential leveling
 CZ0219.and adjusted in June 1991.
 CZ0219.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0219.derived orthometric height which differed from the leveled height by
 CZ0219.more than one decimeter (0.1 meter).
 CZ0219
 CZ0219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0219
 CZ0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0219
 CZ0219.The ellipsoidal height was determined by GPS observations
 CZ0219.and is referenced to NAD 83.
 CZ0219
 CZ0219.The geoid height was determined by GEOID03.
 CZ0219
 CZ0219.The dynamic height is computed by dividing the NAVD 88
 CZ0219.geopotential number by the normal gravity value computed on the
 CZ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0219.degrees latitude (g = 980.6199 gals.).
 CZ0219
 CZ0219.The modeled gravity was interpolated from observed gravity values.
 CZ0219
 CZ0219;                    North         East     Units Scale Factor Converg.
 CZ0219;SPC AZ C     -   117,417.330   304,286.453   MT  1.00000193   +0 30 39.9
 CZ0219;SPC AZ C     -   385,227.46    998,315.13   iFT  1.00000193   +0 30 39.9
 CZ0219;UTM  12      - 3,546,579.556   504,365.344   MT  0.99960024   +0 01 28.4
 CZ0219
 CZ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0219!SPC AZ C     -   0.99988003  x   1.00000193  =   0.99988196
 CZ0219!UTM  12      -   0.99988003  x   0.99960024  =   0.99948032
 CZ0219
 CZ0219                          SUPERSEDED SURVEY CONTROL
 CZ0219
 CZ0219  ELLIP H (06/11/02)  764.181  (m)                       GP(       ) 4 2
 CZ0219  NAD 83(1992)-  32 03 19.51193(N)    110 57 13.52126(W) AD(       ) 1
 CZ0219  ELLIP H (08/23/93)  764.264  (m)                       GP(       ) 4 2
 CZ0219  NAD 83(1986)-  32 03 19.50697(N)    110 57 13.52002(W) AD(       ) 1
 CZ0219  NGVD 29 (??/??/92)  793.023  (m)         2601.78   (f) ADJ UNCH    1 2
 CZ0219
 CZ0219.Superseded values are not recommended for survey control.
 CZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0219.See file dsdata.txt to determine how the superseded data were derived.
 CZ0219
 CZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0436546580(NAD 83)
 CZ0219_MARKER: DB = BENCH MARK DISK
 CZ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0219_STAMPING: L 75 1934
 CZ0219_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0219+STABILITY: SURFACE MOTION
 CZ0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0219+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0219
 CZ0219  HISTORY     - Date     Condition        Report By
 CZ0219  HISTORY     - 1934     MONUMENTED       CGS
 CZ0219  HISTORY     - 1953     GOOD             NGS
 CZ0219  HISTORY     - 1980     GOOD             NGS
 CZ0219  HISTORY     - 1987     GOOD             NGS
 CZ0219  HISTORY     - 19950115 GOOD             USPSQD
 CZ0219  HISTORY     - 20060315 GOOD             USPSQD
 CZ0219  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0219
 CZ0219                          STATION DESCRIPTION
 CZ0219
 CZ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0219'6.75 MI N FROM SAHUARITA.
 CZ0219'6.75 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0219'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 1 POLE
 CZ0219'SOUTHEAST OF MILEPOLE 996, ABOUT 1 1/2 POLES SOUTHEAST OF U. S.
 CZ0219'HIGHWAY 89 MILEPOST 55, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0219'HIGHWAY, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET NORTH OF A
 CZ0219'TELEGRAPH POLE, 1.8 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE
 CZ0219'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CZ0219
 CZ0219                          STATION RECOVERY (1980)
 CZ0219
 CZ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0219'11.1 KILOMETERS (6.9 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CZ0219'POST OFFICE AT SAHUARITA, 85.3 METERS (279.7 FEET) SOUTH OF THE
 CZ0219'HIGHWAY MILEPOST 55, 15.4 METERS (50.5 FEET) EAST OF THE HIGHWAY
 CZ0219'CENTERLINE, 12.3 METERS (40.4 FEET) WEST OF THE WEST RAIL OF THE
 CZ0219'SOUTHERN PACIFIC RAILROAD, 7.3 METERS (24 FEET) NORTHEAST OF
 CZ0219'POWER POLE 18.
 CZ0219'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CZ0219'THE MARK IS 0.6 M ABOVE THE HIGHWAY..
 CZ0219
 CZ0219                          STATION RECOVERY (1987)
 CZ0219
 CZ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0219'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0219'IN GOOD CONDITION.
 CZ0219'
 CZ0219'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 CZ0219'SOUTH OF SOUTH TUCSON AND BETWEEN U.S. HIGHWAY 89 AND THE SOUTHERN
 CZ0219'PACIFIC RAILROAD.
 CZ0219'OWNERSHIP--HIGHWAY OR RAILROAD RIGHT-OF-WAY.
 CZ0219'
 CZ0219'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ0219'VALENCIA RD WHICH IS ABOUT 6.4 KM (4 MI) SOUTH OF SOUTH TUCSON, GO
 CZ0219'EAST FOR 2.4 KM (1.5 MI) ON VALENCIA RD TO A CROSSROAD, U.S.
 CZ0219'HIGHWAY 89 (NOGALES HIGHWAY).
 CZ0219'TURN RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON HIGHWAY 89 TO A
 CZ0219'PAVED ROAD LEFT, HUGHES ACCESS RD.
 CZ0219'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY
 CZ0219'89 TO A PAVED ROAD LEFT, OLD NOGALES HWY.
 CZ0219'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.4 KM (1.5 MI) ON HIGHWAY
 CZ0219'89 TO THE STATION ON THE LEFT, ABOUT 0.1 KM (0.05 MI) SOUTHEAST OF
 CZ0219'HIGHWAY MILEPOST 55.
 CZ0219'
 CZ0219'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0219'STAMPED---L 75 1934---,
 CZ0219'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ0219'25 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 CZ0219'56.24 METERS (184.5 FT) SOUTH-SOUTHEAST FROM THE RAILROAD MILEPOST
 CZ0219'996,
 CZ0219'15.39 METERS (50.5 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 CZ0219'HIGHWAY 89,
 CZ0219'12.19 METERS (40.0 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF THE
 CZ0219'RAILROAD,
 CZ0219'7.32 METERS (24.0 FT) NORTH-NORTHEAST FROM A UTILITY POLE AND
 CZ0219'0.24 METERS (0.8 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 CZ0219'
 CZ0219'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0219'
 CZ0219'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0219'
 CZ0219'DESCRIBED BY D.F. CALLAHAN.
 CZ0219
 CZ0219                          STATION RECOVERY (1995)
 CZ0219
 CZ0219'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0219'RECOVERED IN GOOD CONDITION.
 CZ0219
 CZ0219                          STATION RECOVERY (2006)
 CZ0219
 CZ0219'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0219'RECOVERED AS DESCRIBED.
 CZ0219
 CZ0219                          STATION RECOVERY (2007)
 CZ0219
 CZ0219'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0196 ***********************************************************************
 CG0196  DESIGNATION -  L 76
 CG0196  PID         -  CG0196
 CG0196  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0196  USGS QUAD   -  RIO RICO (1981)
 CG0196
 CG0196                         *CURRENT SURVEY CONTROL
 CG0196  ___________________________________________________________________
 CG0196* NAD 83(1986)-  31 25 08.     (N)    110 57 21.     (W)     SCALED    
 CG0196* NAVD 88     -      1086.021  (meters)    3563.05   (feet)  ADJUSTED  
 CG0196  ___________________________________________________________________
 CG0196  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0196  DYNAMIC HT  -        1084.362 (meters)    3557.61  (feet)  COMP
 CG0196  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 CG0196
 CG0196  VERT ORDER  -  FIRST     CLASS II
 CG0196
 CG0196.The horizontal coordinates were scaled from a topographic map and have
 CG0196.an estimated accuracy of +/- 6 seconds.
 CG0196
 CG0196.The orthometric height was determined by differential leveling
 CG0196.and adjusted in June 1991.
 CG0196
 CG0196.The geoid height was determined by GEOID03.
 CG0196
 CG0196.The dynamic height is computed by dividing the NAVD 88
 CG0196.geopotential number by the normal gravity value computed on the
 CG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0196.degrees latitude (g = 980.6199 gals.).
 CG0196
 CG0196.The modeled gravity was interpolated from observed gravity values.
 CG0196
 CG0196;                    North         East    Units  Estimated Accuracy
 CG0196;SPC AZ C     -    46,840.      304,710.      MT  (+/- 180 meters Scaled)
 CG0196
 CG0196                          SUPERSEDED SURVEY CONTROL
 CG0196
 CG0196  NGVD 29 (??/??/92) 1085.151  (m)         3560.20   (f) ADJ UNCH    1 2
 CG0196
 CG0196.Superseded values are not recommended for survey control.
 CG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0196.See file dsdata.txt to determine how the superseded data were derived.
 CG0196
 CG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV041760(NAD 83)
 CG0196_MARKER: DB = BENCH MARK DISK
 CG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0196_STAMPING: L 76 1934
 CG0196_PROJECTION: PROJECTING 15 CENTIMETERS
 CG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0196+STABILITY: SURFACE MOTION
 CG0196
 CG0196  HISTORY     - Date     Condition        Report By
 CG0196  HISTORY     - 1934     MONUMENTED       CGS
 CG0196  HISTORY     - 1953     GOOD             NGS
 CG0196  HISTORY     - 1959     GOOD             NGS
 CG0196  HISTORY     - 1980     GOOD             NGS
 CG0196
 CG0196                          STATION DESCRIPTION
 CG0196
 CG0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0196'6.7 MI N FROM NOGALES.
 CG0196'6.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0196'STATION AT NOGALES, 3 POLES SOUTH OF MILEPOLE 1043, 67 1/2 FEET
 CG0196'NORTHEAST OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 53.2 FEET
 CG0196'NORTH OF THE NORTHWEST CORNER OF A CATTLE GUARD, 49 1/2 FEET WEST OF
 CG0196'THE CENTER LINE OF A ROAD, 23.6 FEET EAST OF THE EAST RAIL, 4 FEET
 CG0196'NORTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTHWEST OF A WITNESS POST,
 CG0196'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 CG0196'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0196
 CG0196                          STATION RECOVERY (1959)
 CG0196
 CG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0196'RECOVERED IN GOOD CONDITION.
 CG0196
 CG0196                          STATION RECOVERY (1980)
 CG0196
 CG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0196'10.5 KILOMETERS (6.5 MILES) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0196'FROM THE COUNTY COURTHOUSE IN NOGALES, AT THE NORTHEAST CORNER OF
 CG0196'THE CROSSING OF A DIRT ROAD, 7.2 METERS (24 FEET) EAST OF THE EAST
 CG0196'RAIL, 16.3 METERS (54 FEET) NORTH OF THE WEST END OF THE NORTH
 CG0196'HEADWALL FOR A CATTLE GUARD AND 1.8 METERS (6.0 FEET) WEST OF THE
 CG0196'EAST RIGHT-OF-WAY FENCE.
 CG0196'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CG0196'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0328 ***********************************************************************
 CG0328  DESIGNATION -  L 77
 CG0328  PID         -  CG0328
 CG0328  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0328  USGS QUAD   -  ELGIN (1978)
 CG0328
 CG0328                         *CURRENT SURVEY CONTROL
 CG0328  ___________________________________________________________________
 CG0328* NAD 83(1986)-  31 38 45.     (N)    110 30 29.     (W)     SCALED    
 CG0328* NAVD 88     -      1424.93   (+/-2cm)    4675.0    (feet)  VERTCON   
 CG0328  ___________________________________________________________________
 CG0328  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CG0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0328
 CG0328.The horizontal coordinates were scaled from a topographic map and have
 CG0328.an estimated accuracy of +/- 6 seconds.
 CG0328
 CG0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0328.The vertical order pertains to the NGVD 29 superseded value.
 CG0328
 CG0328.The geoid height was determined by GEOID03.
 CG0328
 CG0328;                    North         East    Units  Estimated Accuracy
 CG0328;SPC AZ C     -    72,460.      346,970.      MT  (+/- 180 meters Scaled)
 CG0328
 CG0328                          SUPERSEDED SURVEY CONTROL
 CG0328
 CG0328  NGVD 29 (??/??/92) 1424.036  (m)         4672.02   (f) ADJ UNCH    2 0
 CG0328
 CG0328.Superseded values are not recommended for survey control.
 CG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0328.See file dsdata.txt to determine how the superseded data were derived.
 CG0328
 CG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA466012(NAD 83)
 CG0328_MARKER: DB = BENCH MARK DISK
 CG0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0328_STAMPING: L 77 1934
 CG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0328+STABILITY: SURFACE MOTION
 CG0328
 CG0328  HISTORY     - Date     Condition        Report By
 CG0328  HISTORY     - 1934     MONUMENTED       CGS
 CG0328
 CG0328                          STATION DESCRIPTION
 CG0328
 CG0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0328'1.5 MI E FROM ELGIN.
 CG0328'1.5 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM ELGIN,
 CG0328'SANTA CRUZ COUNTY, 85 FEET SOUTHWEST OF A GROUP OF WILLOW TREES, 40
 CG0328'FEET NORTH OF THE CENTERLINE OF THE TRACK, 15 FEET SOUTH OF A FENCE
 CG0328'LINE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED L 77
 CG0328'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0164 ***********************************************************************
 DB0164  DESIGNATION -  L 8
 DB0164  PID         -  DB0164
 DB0164  STATE/COUNTY-  AZ/YUMA
 DB0164  USGS QUAD   -  LIGURTA (1965)
 DB0164
 DB0164                         *CURRENT SURVEY CONTROL
 DB0164  ___________________________________________________________________
 DB0164* NAD 83(1986)-  32 40 09.     (N)    114 15 47.     (W)     SCALED    
 DB0164* NAVD 88     -        78.628  (meters)     257.97   (feet)  ADJUSTED  
 DB0164  ___________________________________________________________________
 DB0164  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB0164  DYNAMIC HT  -          78.538 (meters)     257.67  (feet)  COMP
 DB0164  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DB0164
 DB0164  VERT ORDER  -  FIRST     CLASS II
 DB0164
 DB0164.The horizontal coordinates were scaled from a topographic map and have
 DB0164.an estimated accuracy of +/- 6 seconds.
 DB0164
 DB0164.The orthometric height was determined by differential leveling
 DB0164.and adjusted in June 1991.
 DB0164
 DB0164.The geoid height was determined by GEOID03.
 DB0164
 DB0164.The dynamic height is computed by dividing the NAVD 88
 DB0164.geopotential number by the normal gravity value computed on the
 DB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0164.degrees latitude (g = 980.6199 gals.).
 DB0164
 DB0164.The modeled gravity was interpolated from observed gravity values.
 DB0164
 DB0164;                    North         East    Units  Estimated Accuracy
 DB0164;SPC AZ W     -   185,190.      165,240.      MT  (+/- 180 meters Scaled)
 DB0164
 DB0164                          SUPERSEDED SURVEY CONTROL
 DB0164
 DB0164  NGVD 29 (??/??/??)   77.981  (m)          255.84   (f) ADJUSTED    1 2
 DB0164
 DB0164.Superseded values are not recommended for survey control.
 DB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0164.See file dsdata.txt to determine how the superseded data were derived.
 DB0164
 DB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS566179(NAD 83)
 DB0164_MARKER: DB = BENCH MARK DISK
 DB0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0164_STAMPING: L 8 1927
 DB0164_MARK LOGO: CGS   
 DB0164_PROJECTION: PROJECTING 35 CENTIMETERS
 DB0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0164+STABILITY: SURFACE MOTION
 DB0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0164+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0164
 DB0164  HISTORY     - Date     Condition        Report By
 DB0164  HISTORY     - 1927     MONUMENTED       CGS
 DB0164  HISTORY     - 1960     GOOD             NGS
 DB0164  HISTORY     - 1981     GOOD             NGS
 DB0164  HISTORY     - 1981     GOOD             NGS
 DB0164  HISTORY     - 1990     GOOD             USPSQD
 DB0164  HISTORY     - 20090207 GOOD             GEOCAC
 DB0164
 DB0164                          STATION DESCRIPTION
 DB0164
 DB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0164'2 MI E FROM LIGURTA.
 DB0164'2.0 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 13 1/2 POLES EAST
 DB0164'OF MILEPOST 762, 88 FEET NORTH OF THE CENTERLINE OF THE NORTH
 DB0164'TRACK, 60 FEET NORTHWEST OF A TELEPHONE POLE, SET IN A SQUARE
 DB0164'CONCRETE POST PROJECTING 9 INCHES.
 DB0164
 DB0164                          STATION RECOVERY (1981)
 DB0164
 DB0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0164'11.35 KM (7.05 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0164'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, 1.0
 DB0164'KM (0.6 MI) WEST OF RAILROAD MILEPOLE 763, 25.2 M (82.5 FT) NORTH OF
 DB0164'THE NORTH RAIL OF THE TRACKS, 46.0 M (151 FT) EAST OF THE CENTERLINE
 DB0164'OF A DIRT ROAD LEADING SOUTH TO A POWER STATION, 15.2 M (55.0 FT)
 DB0164'NORTH OF THE CENTERLINE OF A DIRT SERVICE ROAD FOR THE RAILROAD.
 DB0164'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DB0164'THE MARK IS 0.3 M ABOVE THE TRACKS.
 DB0164
 DB0164                          STATION RECOVERY (1981)
 DB0164
 DB0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0164'11.35 KM (7.05 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0164'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, 1.0
 DB0164'KM (0.6 MI) WEST OF RAILROAD MILEPOLE 763, 25.2 M (82.5 FT) NORTH OF
 DB0164'THE NORTH RAIL OF THE TRACKS, 46.0 M (151 FT) EAST OF THE CENTERLINE
 DB0164'OF A DIRT ROAD LEADING SOUTH TO A POWER STATION, 15.2 M (55.0 FT)
 DB0164'NORTH OF THE CENTERLINE OF A DIRT SERVICE ROAD FOR THE RAILROAD.
 DB0164'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DB0164'THE MARK IS 0.3 M ABOVE THE TRACKS.
 DB0164
 DB0164                          STATION RECOVERY (1990)
 DB0164
 DB0164'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0164'RECOVERED IN GOOD CONDITION.
 DB0164
 DB0164                          STATION RECOVERY (2009)
 DB0164
 DB0164'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0164'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0164' 
 DB0164'OF N 32 40 09.7 W 114 15 47.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0155 ***********************************************************************
 CF0155  DESIGNATION -  L 80
 CF0155  PID         -  CF0155
 CF0155  STATE/COUNTY-  AZ/COCHISE
 CF0155  USGS QUAD   -  DOUGLAS NE (1978)
 CF0155
 CF0155                         *CURRENT SURVEY CONTROL
 CF0155  ___________________________________________________________________
 CF0155* NAD 83(1986)-  31 28 36.     (N)    109 37 19.     (W)     SCALED    
 CF0155* NAVD 88     -      1248.33   (+/-2cm)    4095.6    (feet)  VERTCON   
 CF0155  ___________________________________________________________________
 CF0155  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0155
 CF0155.The horizontal coordinates were scaled from a topographic map and have
 CF0155.an estimated accuracy of +/- 6 seconds.
 CF0155
 CF0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0155.The vertical order pertains to the NGVD 29 superseded value.
 CF0155
 CF0155.The geoid height was determined by GEOID03.
 CF0155
 CF0155;                    North         East    Units  Estimated Accuracy
 CF0155;SPC AZ E     -    52,970.      265,120.      MT  (+/- 180 meters Scaled)
 CF0155
 CF0155                          SUPERSEDED SURVEY CONTROL
 CF0155
 CF0155  NGVD 29 (??/??/92) 1247.475  (m)         4092.76   (f) ADJ UNCH    2 0
 CF0155
 CF0155.Superseded values are not recommended for survey control.
 CF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0155.See file dsdata.txt to determine how the superseded data were derived.
 CF0155
 CF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV309832(NAD 83)
 CF0155_MARKER: DB = BENCH MARK DISK
 CF0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0155_STAMPING: L 80 1934
 CF0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0155+STABILITY: SURFACE MOTION
 CF0155
 CF0155  HISTORY     - Date     Condition        Report By
 CF0155  HISTORY     - 1934     MONUMENTED       CGS
 CF0155  HISTORY     - 1980     POOR             NGS
 CF0155
 CF0155                          STATION DESCRIPTION
 CF0155
 CF0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0155'9.6 MI S FROM MCNEAL.
 CF0155'9.6 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM MCNEAL, COCHISE COUNTY,
 CF0155'10.6 MILES NORTHWEST OF DOUGLAS, 50 FEET WEST OF AN OLD RAILROAD
 CF0155'GRADE, 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 35 FEET WEST
 CF0155'OF A ROW OF POLES.  A STANDARD DISK, STAMPED L 80 1934 AND SET IN THE
 CF0155'TOP OF A CONCRETE POST.
 CF0155
 CF0155                          STATION RECOVERY (1980)
 CF0155
 CF0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0155'CONCRETE POST FOUND LEANING AND HAS BEEN HIT BY MACHINERY,
 CF0155'OMITTED FROM LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0136 ***********************************************************************
 CF0136  DESIGNATION -  L 81
 CF0136  PID         -  CF0136
 CF0136  STATE/COUNTY-  AZ/COCHISE
 CF0136  USGS QUAD   -  PAUL SPUR (1957)
 CF0136
 CF0136                         *CURRENT SURVEY CONTROL
 CF0136  ___________________________________________________________________
 CF0136* NAD 83(1986)-  31 21 35.     (N)    109 39 21.     (W)     SCALED    
 CF0136* NAVD 88     -      1238.46   (+/-2cm)    4063.2    (feet)  VERTCON   
 CF0136  ___________________________________________________________________
 CF0136  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CF0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0136
 CF0136.The horizontal coordinates were scaled from a topographic map and have
 CF0136.an estimated accuracy of +/- 6 seconds.
 CF0136
 CF0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0136.The vertical order pertains to the NGVD 29 superseded value.
 CF0136
 CF0136.The geoid height was determined by GEOID03.
 CF0136
 CF0136;                    North         East    Units  Estimated Accuracy
 CF0136;SPC AZ E     -    39,990.      261,960.      MT  (+/- 180 meters Scaled)
 CF0136
 CF0136                          SUPERSEDED SURVEY CONTROL
 CF0136
 CF0136  NGVD 29 (??/??/92) 1237.642  (m)         4060.50   (f) ADJ UNCH    2 0
 CF0136
 CF0136.Superseded values are not recommended for survey control.
 CF0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0136.See file dsdata.txt to determine how the superseded data were derived.
 CF0136
 CF0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV278702(NAD 83)
 CF0136_MARKER: DB = BENCH MARK DISK
 CF0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0136_STAMPING: L 81 1934
 CF0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0136+STABILITY: SURFACE MOTION
 CF0136
 CF0136  HISTORY     - Date     Condition        Report By
 CF0136  HISTORY     - 1934     MONUMENTED       CGS
 CF0136
 CF0136                          STATION DESCRIPTION
 CF0136
 CF0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0136'6.4 MI W FROM DOUGLAS.
 CF0136'6.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0136'STATION AT DOUGLAS, COCHISE COUNTY, 22 FEET NORTH OF MILEPOST 1101, 65
 CF0136'FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 80, 60 FEET NORTH OF THE
 CF0136'CENTERLINE OF THE TRACK, AND 9 FEET SOUTH OF THE FENCE.  A STANDARD
 CF0136'DISK, STAMPED L 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0080 ***********************************************************************
 CF0080  DESIGNATION -  L 82
 CF0080  PID         -  CF0080
 CF0080  STATE/COUNTY-  AZ/COCHISE
 CF0080  USGS QUAD   -  SKULL CANYON (1987)
 CF0080
 CF0080                         *CURRENT SURVEY CONTROL
 CF0080  ___________________________________________________________________
 CF0080* NAD 83(1986)-  31 42 53.     (N)    109 06 53.     (W)     SCALED    
 CF0080* NAVD 88     -      1312.72   (+/-2cm)    4306.8    (feet)  VERTCON   
 CF0080  ___________________________________________________________________
 CF0080  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CF0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0080
 CF0080.The horizontal coordinates were scaled from a topographic map and have
 CF0080.an estimated accuracy of +/- 6 seconds.
 CF0080
 CF0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0080.The vertical order pertains to the NGVD 29 superseded value.
 CF0080
 CF0080.The geoid height was determined by GEOID03.
 CF0080
 CF0080;                    North         East    Units  Estimated Accuracy
 CF0080;SPC AZ E     -    79,720.      313,060.      MT  (+/- 180 meters Scaled)
 CF0080
 CF0080                          SUPERSEDED SURVEY CONTROL
 CF0080
 CF0080  NGVD 29 (??/??/92) 1311.851  (m)         4303.96   (f) ADJ UNCH    2 0
 CF0080
 CF0080.Superseded values are not recommended for survey control.
 CF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0080.See file dsdata.txt to determine how the superseded data were derived.
 CF0080
 CF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA786103(NAD 83)
 CF0080_MARKER: DB = BENCH MARK DISK
 CF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0080_STAMPING: L-82 1934
 CF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0080+STABILITY: SURFACE MOTION
 CF0080
 CF0080  HISTORY     - Date     Condition        Report By
 CF0080  HISTORY     - 1934     MONUMENTED       CGS
 CF0080  HISTORY     - 1935     GOOD             NGS
 CF0080
 CF0080                          STATION DESCRIPTION
 CF0080
 CF0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0080'2.0 MI NE FROM APACHE.
 CF0080'2.0 NE. OF DEPOT ALONG THE S.P.R.R., 40 FT. SE OF MILEPOST 1149.  81
 CF0080'FT. SE. OF THE CENTERLINE OF THE TRACK.  55 FT. NW. OF THE CENTERLINE
 CF0080'OF U.S. HWY. NO. 80.  2 1/2 FT. NW. OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0098 ***********************************************************************
 DA0098  DESIGNATION -  L 83
 DA0098  PID         -  DA0098
 DA0098  STATE/COUNTY-  AZ/MARICOPA
 DA0098  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0098
 DA0098                         *CURRENT SURVEY CONTROL
 DA0098  ___________________________________________________________________
 DA0098* NAD 83(1992)-  32 50 20.76974(N)    112 13 38.55156(W)     ADJUSTED  
 DA0098* NAVD 88     -       550.62   (+/-2cm)    1806.5    (feet)  VERTCON   
 DA0098  ___________________________________________________________________
 DA0098  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DA0098  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0098  HORZ ORDER  -  SECOND
 DA0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0098
 DA0098.The horizontal coordinates were established by classical geodetic methods
 DA0098.and adjusted by the National Geodetic Survey in August 1993.
 DA0098
 DA0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0098.The vertical order pertains to the NGVD 29 superseded value.
 DA0098
 DA0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0098
 DA0098.The geoid height was determined by GEOID03.
 DA0098
 DA0098;                    North         East     Units Scale Factor Converg.
 DA0098;SPC AZ C     -   203,952.098   184,273.528   MT  0.99991043   -0 10 06.6
 DA0098;SPC AZ C     -   669,134.18    604,571.94   iFT  0.99991043   -0 10 06.6
 DA0098;UTM  12      - 3,634,117.333   385,132.399   MT  0.99976269   -0 39 56.4
 DA0098
 DA0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0098!SPC AZ C     -   0.99991835  x   0.99991043  =   0.99982879
 DA0098!UTM  12      -   0.99991835  x   0.99976269  =   0.99968106
 DA0098
 DA0098                          SUPERSEDED SURVEY CONTROL
 DA0098
 DA0098  NAD 83(1986)-  32 50 20.75957(N)    112 13 38.55187(W) AD(       ) 2
 DA0098  NAD 27      -  32 50 20.58870(N)    112 13 36.03650(W) AD(       ) 2
 DA0098  NGVD 29 (??/??/92)  549.966  (m)         1804.35   (f) ADJ UNCH    2 0
 DA0098
 DA0098.Superseded values are not recommended for survey control.
 DA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0098.See file dsdata.txt to determine how the superseded data were derived.
 DA0098
 DA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8513234117(NAD 83)
 DA0098_MARKER: DB = BENCH MARK DISK
 DA0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0098_STAMPING: L 83 1935
 DA0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0098+STABILITY: SURFACE MOTION
 DA0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0098+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0098
 DA0098  HISTORY     - Date     Condition        Report By
 DA0098  HISTORY     - 1960     MONUMENTED       CGS
 DA0098  HISTORY     - 1960     GOOD             NGS
 DA0098  HISTORY     - 20071130 GOOD             GEOCAC
 DA0098
 DA0098                          STATION DESCRIPTION
 DA0098
 DA0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0098'BENCH MARK L 83, STAMPED L 83 1935,
 DA0098'IS A STANDARD BENCH MARK DISK SET IN THE TOP
 DA0098'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 FEET.  IT
 DA0098'IS 63 FEET NORTH OF THE WEST BOUND TRAFFIC LANE, 34 FEET
 DA0098'SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET SOUTH OF A 4 IN X
 DA0098'4 IN WITNESS POST.
 DA0098'
 DA0098'TO REACH STATION LIN FROM THE POST OFFICE AT STANFIELD GO
 DA0098'WEST ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 14.1
 DA0098'MILES TO THE PINAL-MARICOPA COUNTY LINE, CONTINUE WEST ON
 DA0098'INTERSTATE HIGHWAY 8 FOR 1.4 MILES TO STATION LIN ON THE RIGHT.
 DA0098
 DA0098                          STATION RECOVERY (1960)
 DA0098
 DA0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0098'15.5 MI W FROM STANFIELD.
 DA0098'15.5 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0098'STANFIELD, PINAL COUNTY, 29.3 MILES EAST OF THE SOUTHERN PACIFIC
 DA0098'RAILROAD STATION AT GILA, MARICOPA COUNTY, 1.4 MILES EAST OF A BRIDGE
 DA0098'OVER VEKOL WASH, 1.3 MILES WEST OF THE MARICOPA-PINAL COUNTY LINE, AT
 DA0098'THE TOP OF A SMALL HILL, 62 FEET NORTH OF THE CENTERLINE OF THE
 DA0098'HIGHWAY, 12.5 FEET NORTH OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE
 DA0098'WOODEN WITNESS POST, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY, SET IN
 DA0098'TOP OF CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 DA0098
 DA0098                          STATION RECOVERY (2007)
 DA0098
 DA0098'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0098'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0098'THE DESCRIPTION - THE MARK IS LOCATED 2.0 FEET SOUTH OF A WOODEN
 DA0098'WITNESS POST WITH NO SIGN, AND PROJECTS 2.3 FEET ABOVE GROUND. THERE
 DA0098'IS NO WIRE FENCE SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1248 ***********************************************************************
 CZ1248  DESIGNATION -  L 84
 CZ1248  PID         -  CZ1248
 CZ1248  STATE/COUNTY-  AZ/PINAL
 CZ1248  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1248
 CZ1248                         *CURRENT SURVEY CONTROL
 CZ1248  ___________________________________________________________________
 CZ1248* NAD 83(1986)-  32 39 48.     (N)    111 51 03.     (W)     SCALED    
 CZ1248* NAVD 88     -       480.34   (+/-2cm)    1575.9    (feet)  VERTCON   
 CZ1248  ___________________________________________________________________
 CZ1248  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1248
 CZ1248.The horizontal coordinates were scaled from a topographic map and have
 CZ1248.an estimated accuracy of +/- 6 seconds.
 CZ1248
 CZ1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1248.The vertical order pertains to the NGVD 29 superseded value.
 CZ1248
 CZ1248.The geoid height was determined by GEOID03.
 CZ1248
 CZ1248;                    North         East    Units  Estimated Accuracy
 CZ1248;SPC AZ C     -   184,420.      219,540.      MT  (+/- 180 meters Scaled)
 CZ1248
 CZ1248                          SUPERSEDED SURVEY CONTROL
 CZ1248
 CZ1248  NGVD 29 (??/??/92)  479.753  (m)         1573.99   (f) ADJ UNCH    2 0
 CZ1248
 CZ1248.Superseded values are not recommended for survey control.
 CZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1248.See file dsdata.txt to determine how the superseded data were derived.
 CZ1248
 CZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB202142(NAD 83)
 CZ1248_MARKER: DB = BENCH MARK DISK
 CZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1248_STAMPING: L 84 1935
 CZ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1248+STABILITY: SURFACE MOTION
 CZ1248
 CZ1248  HISTORY     - Date     Condition        Report By
 CZ1248  HISTORY     - 1935     MONUMENTED       CGS
 CZ1248  HISTORY     - 1966     GOOD             NGS
 CZ1248
 CZ1248                          STATION DESCRIPTION
 CZ1248
 CZ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1248'4.9 MI NE FROM JACKRABBIT.
 CZ1248'4.9 MILES NORTHEAST ALONG THE WINDING CASA GRANDE-COVERED WELLS ROAD
 CZ1248'FROM JACKRABBIT, PINAL COUNTY, IN THE FOOT HILLS, AND 40 FEET NORTH OF
 CZ1248'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED L 84 1935 AND
 CZ1248'SET IN THE TOP OF A CONCRETE POST.
 CZ1248
 CZ1248                          STATION RECOVERY (1966)
 CZ1248
 CZ1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1225 ***********************************************************************
 CZ1225  DESIGNATION -  L 85
 CZ1225  PID         -  CZ1225
 CZ1225  STATE/COUNTY-  AZ/PINAL
 CZ1225  USGS QUAD   -  VAIVA VO (1993)
 CZ1225
 CZ1225                         *CURRENT SURVEY CONTROL
 CZ1225  ___________________________________________________________________
 CZ1225* NAD 83(1986)-  32 42 21.     (N)    111 55 24.     (W)     SCALED    
 CZ1225* NAVD 88     -       438.02   (+/-2cm)    1437.1    (feet)  VERTCON   
 CZ1225  ___________________________________________________________________
 CZ1225  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1225
 CZ1225.The horizontal coordinates were scaled from a topographic map and have
 CZ1225.an estimated accuracy of +/- 6 seconds.
 CZ1225
 CZ1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1225.The vertical order pertains to the NGVD 29 superseded value.
 CZ1225
 CZ1225.The geoid height was determined by GEOID03.
 CZ1225
 CZ1225;                    North         East    Units  Estimated Accuracy
 CZ1225;SPC AZ C     -   189,130.      212,740.      MT  (+/- 180 meters Scaled)
 CZ1225
 CZ1225                          SUPERSEDED SURVEY CONTROL
 CZ1225
 CZ1225  NGVD 29 (??/??/92)  437.412  (m)         1435.08   (f) ADJ UNCH    2 0
 CZ1225
 CZ1225.Superseded values are not recommended for survey control.
 CZ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1225.See file dsdata.txt to determine how the superseded data were derived.
 CZ1225
 CZ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB134190(NAD 83)
 CZ1225_MARKER: DB = BENCH MARK DISK
 CZ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1225_STAMPING: L 85 1935
 CZ1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1225+STABILITY: SURFACE MOTION
 CZ1225
 CZ1225  HISTORY     - Date     Condition        Report By
 CZ1225  HISTORY     - 1935     MONUMENTED       CGS
 CZ1225  HISTORY     - 1951     GOOD             NGS
 CZ1225
 CZ1225                          STATION DESCRIPTION
 CZ1225
 CZ1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1225'0.3 MI S FROM COCKLEBUR.
 CZ1225'0.3 MILE SOUTH ALONG A TRACK ROAD FROM THE WELL AT COCKLEBUR, PINAL
 CZ1225'COUNTY, AT THE JUNCTION OF A GRADED ROAD, 200 YARDS SOUTHWEST OF A
 CZ1225'WOODEN BRIDGE OVER A DEEP WASH, 150 YARDS SOUTHWEST OF A 6-FOOT
 CZ1225'CORRUGATED METAL PIPE CULVERT UNDER THE GRADED ROAD, 161 FEET EAST OF
 CZ1225'THE CENTERLINE OF THE TRACK ROAD, 118 FEET SOUTH OF THE CENTERLINE OF
 CZ1225'THE GRADED ROAD, 2.1 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 CZ1225'AND ABOUT LEVEL WITH THE ROADS.  A STANDARD DISK, STAMPED L 85 1935
 CZ1225'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CZ1225'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1152 ***********************************************************************
 CZ1152  DESIGNATION -  L 88
 CZ1152  PID         -  CZ1152
 CZ1152  STATE/COUNTY-  AZ/PINAL
 CZ1152  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1152
 CZ1152                         *CURRENT SURVEY CONTROL
 CZ1152  ___________________________________________________________________
 CZ1152* NAD 83(1986)-  32 43 54.     (N)    111 50 14.     (W)     SCALED    
 CZ1152* NAVD 88     -       433.43   (+/-2cm)    1422.0    (feet)  VERTCON   
 CZ1152  ___________________________________________________________________
 CZ1152  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ1152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1152
 CZ1152.The horizontal coordinates were scaled from a topographic map and have
 CZ1152.an estimated accuracy of +/- 6 seconds.
 CZ1152
 CZ1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1152.The vertical order pertains to the NGVD 29 superseded value.
 CZ1152
 CZ1152.The geoid height was determined by GEOID03.
 CZ1152
 CZ1152;                    North         East    Units  Estimated Accuracy
 CZ1152;SPC AZ C     -   192,000.      220,810.      MT  (+/- 180 meters Scaled)
 CZ1152
 CZ1152                          SUPERSEDED SURVEY CONTROL
 CZ1152
 CZ1152  NGVD 29 (??/??/92)  432.830  (m)         1420.04   (f) ADJ UNCH    2 0
 CZ1152
 CZ1152.Superseded values are not recommended for survey control.
 CZ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1152.See file dsdata.txt to determine how the superseded data were derived.
 CZ1152
 CZ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215218(NAD 83)
 CZ1152_MARKER: DB = BENCH MARK DISK
 CZ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1152_STAMPING: L 88 1935
 CZ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1152+STABILITY: SURFACE MOTION
 CZ1152
 CZ1152  HISTORY     - Date     Condition        Report By
 CZ1152  HISTORY     - 1935     MONUMENTED       CGS
 CZ1152  HISTORY     - 1952     GOOD             NGS
 CZ1152  HISTORY     - 1966     GOOD             NGS
 CZ1152  HISTORY     - 1977     GOOD             USGS
 CZ1152
 CZ1152                          STATION DESCRIPTION
 CZ1152
 CZ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1152'4.0 MI W FROM CHIU CHUISCHU.
 CZ1152'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1152'OF CHIU CHUISCHU, THENCE 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1152'ROAD, THENCE 3.1 MILES WEST ALONG A TRACK ROAD, IN A WIDE SHALLOW WASH
 CZ1152'ON THE SOUTHEAST EDGE OF A MESQUITE THICKET, 383 FEET NORTH OF THE
 CZ1152'CENTER LINE OF THE ROAD, 1.8 FEET EAST OF A WITNESS POST, AND SET IN
 CZ1152'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND, AND
 CZ1152'LEVEL WITH THE ROAD.
 CZ1152
 CZ1152                          STATION RECOVERY (1966)
 CZ1152
 CZ1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1152'RECOVERED IN GOOD CONDITION.
 CZ1152
 CZ1152                          STATION RECOVERY (1977)
 CZ1152
 CZ1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1152'A MESQUITE THICKET SHOULD BE CORRECTED TO READ-- CREOSOTE BRUSH
 CZ1152'THICKET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0867 ***********************************************************************
 CZ0867  DESIGNATION -  L 89
 CZ0867  PID         -  CZ0867
 CZ0867  STATE/COUNTY-  AZ/PIMA
 CZ0867  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0867
 CZ0867                         *CURRENT SURVEY CONTROL
 CZ0867  ___________________________________________________________________
 CZ0867* NAD 83(1986)-  32 29 32.     (N)    111 55 33.     (W)     SCALED    
 CZ0867* NAVD 88     -       507.44   (+/-2cm)    1664.8    (feet)  VERTCON   
 CZ0867  ___________________________________________________________________
 CZ0867  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CZ0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0867
 CZ0867.The horizontal coordinates were scaled from a topographic map and have
 CZ0867.an estimated accuracy of +/- 6 seconds.
 CZ0867
 CZ0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0867.The vertical order pertains to the NGVD 29 superseded value.
 CZ0867
 CZ0867.The geoid height was determined by GEOID03.
 CZ0867
 CZ0867;                    North         East    Units  Estimated Accuracy
 CZ0867;SPC AZ C     -   165,450.      212,500.      MT  (+/- 180 meters Scaled)
 CZ0867
 CZ0867                          SUPERSEDED SURVEY CONTROL
 CZ0867
 CZ0867  NGVD 29 (??/??/92)  506.849  (m)         1662.89   (f) ADJ UNCH    2 0
 CZ0867
 CZ0867.Superseded values are not recommended for survey control.
 CZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0867.See file dsdata.txt to determine how the superseded data were derived.
 CZ0867
 CZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA130953(NAD 83)
 CZ0867_MARKER: DB = BENCH MARK DISK
 CZ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0867_STAMPING: L 89 1935
 CZ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0867+STABILITY: SURFACE MOTION
 CZ0867
 CZ0867  HISTORY     - Date     Condition        Report By
 CZ0867  HISTORY     - 1935     MONUMENTED       CGS
 CZ0867  HISTORY     - 1952     GOOD             NGS
 CZ0867
 CZ0867                          STATION DESCRIPTION
 CZ0867
 CZ0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0867'1.95 MI SE FROM KOMELIH.
 CZ0867'1.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0867'THENCE 0.4 MILE EAST ALONG A DIM TRACK ROAD, ABOUT 45 YARDS SOUTH OF
 CZ0867'THE BASE OF A LONE ROUND ROCKY MOUNTAIN, 142 FEET SOUTHWEST OF A 15
 CZ0867'FEET HIGH GIANT SAGUARO, 32 FEET NORTH OF THE CENTER LINE OF AN
 CZ0867'EAST-WEST WASH, 8 FEET SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL
 CZ0867'WITH THE ROAD, 2.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 CZ0867'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1040 ***********************************************************************
 DA1040  DESIGNATION -  L 9
 DA1040  PID         -  DA1040
 DA1040  STATE/COUNTY-  AZ/YUMA
 DA1040  USGS QUAD   -  HORN (1965)
 DA1040
 DA1040                         *CURRENT SURVEY CONTROL
 DA1040  ___________________________________________________________________
 DA1040* NAD 83(1986)-  32 56 03.     (N)    113 31 46.     (W)     SCALED    
 DA1040* NAVD 88     -       133.09   (+/-2cm)     436.6    (feet)  VERTCON   
 DA1040  ___________________________________________________________________
 DA1040  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA1040  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1040
 DA1040.The horizontal coordinates were scaled from a topographic map and have
 DA1040.an estimated accuracy of +/- 6 seconds.
 DA1040
 DA1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1040.The vertical order pertains to the NGVD 29 superseded value.
 DA1040
 DA1040.The geoid height was determined by GEOID03.
 DA1040
 DA1040;                    North         East    Units  Estimated Accuracy
 DA1040;SPC AZ W     -   214,480.      233,990.      MT  (+/- 180 meters Scaled)
 DA1040
 DA1040                          SUPERSEDED SURVEY CONTROL
 DA1040
 DA1040  NGVD 29 (??/??/92)  132.501  (m)          434.71   (f) ADJ UNCH    1 2
 DA1040
 DA1040.Superseded values are not recommended for survey control.
 DA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1040.See file dsdata.txt to determine how the superseded data were derived.
 DA1040
 DA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB635468(NAD 83)
 DA1040_MARKER: DB = BENCH MARK DISK
 DA1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1040_STAMPING: 434.714 L 9 1927
 DA1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1040+STABILITY: SURFACE MOTION
 DA1040
 DA1040  HISTORY     - Date     Condition        Report By
 DA1040  HISTORY     - 1927     MONUMENTED       CGS
 DA1040  HISTORY     - 1935     GOOD             NGS
 DA1040  HISTORY     - 1967     GOOD             NGS
 DA1040
 DA1040                          STATION DESCRIPTION
 DA1040
 DA1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1040'11.7 MI SW FROM HYDER.
 DA1040'11.7 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF
 DA1040'THE SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 2 MILES
 DA1040'SOUTHWEST OF THE SIDING AT HORN, 10 1/2 FEET EAST OF THE NINTH POLE
 DA1040'SOUTHWEST OF MILEPOST 811, 7-1/4 POLES SOUTHWEST OF BRIDGE 810.33, 2
 DA1040'POLES NORTHEAST OF BRIDGE 810.59, 50 FEET SOUTHEAST OF THE CENTERLINE
 DA1040'OF THE TRACK, JUST INSIDE THE RIGHT OF WAY FENCE, AND 3 FEET LOWER
 DA1040'THAN THE TRACK.  A STANDARD DISK, STAMPED 434.714 L 9 1927 AND SET IN
 DA1040'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DA1040
 DA1040                          STATION RECOVERY (1967)
 DA1040
 DA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DA1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0185 ***********************************************************************
 DA0185  DESIGNATION -  L 90
 DA0185  PID         -  DA0185
 DA0185  STATE/COUNTY-  AZ/MARICOPA
 DA0185  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0185
 DA0185                         *CURRENT SURVEY CONTROL
 DA0185  ___________________________________________________________________
 DA0185* NAD 83(1986)-  32 31 16.     (N)    112 14 15.     (W)     SCALED    
 DA0185* NAVD 88     -       649.74   (+/-2cm)    2131.7    (feet)  VERTCON   
 DA0185  ___________________________________________________________________
 DA0185  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0185
 DA0185.The horizontal coordinates were scaled from a topographic map and have
 DA0185.an estimated accuracy of +/- 6 seconds.
 DA0185
 DA0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0185.The vertical order pertains to the NGVD 29 superseded value.
 DA0185
 DA0185.The geoid height was determined by GEOID03.
 DA0185
 DA0185;                    North         East    Units  Estimated Accuracy
 DA0185;SPC AZ C     -   168,690.      183,220.      MT  (+/- 180 meters Scaled)
 DA0185
 DA0185                          SUPERSEDED SURVEY CONTROL
 DA0185
 DA0185  NGVD 29 (??/??/92)  649.053  (m)         2129.43   (f) ADJ UNCH    2 0
 DA0185
 DA0185.Superseded values are not recommended for survey control.
 DA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0185.See file dsdata.txt to determine how the superseded data were derived.
 DA0185
 DA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA837988(NAD 83)
 DA0185_MARKER: DB = BENCH MARK DISK
 DA0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0185_STAMPING: L 90 1935
 DA0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0185+STABILITY: SURFACE MOTION
 DA0185
 DA0185  HISTORY     - Date     Condition        Report By
 DA0185  HISTORY     - 1935     MONUMENTED       CGS
 DA0185  HISTORY     - 1952     GOOD             NGS
 DA0185
 DA0185                          STATION DESCRIPTION
 DA0185
 DA0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0185'3.7 MI NE FROM VENTANA.
 DA0185'3.7 MILES NORTH AND NORTHEAST ALONG A TRACK ROAD FROM THE WATER TANK
 DA0185'AT VENTANA, 0.4 MILE NORTH OF A LONE ADOBE HOUSE WHICH IS ON TOP OF
 DA0185'THE WEST END OF A RIDGE, 84 1/2 FEET SOUTH OF THE TOP OF A RISE
 DA0185'BETWEEN TWO WASHS, 15 FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL
 DA0185'WITH THE ROAD, 2.8 FEET SOUTH OF A WITNESS POST, AND SET IN THE
 DA0185'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0300 ***********************************************************************
 DA0300  DESIGNATION -  L 91
 DA0300  PID         -  DA0300
 DA0300  STATE/COUNTY-  AZ/PIMA
 DA0300  USGS QUAD   -  VENTANA (1990)
 DA0300
 DA0300                         *CURRENT SURVEY CONTROL
 DA0300  ___________________________________________________________________
 DA0300* NAD 83(1986)-  32 29 00.     (N)    112 09 57.     (W)     SCALED    
 DA0300* NAVD 88     -       662.44   (+/-2cm)    2173.4    (feet)  VERTCON   
 DA0300  ___________________________________________________________________
 DA0300  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0300
 DA0300.The horizontal coordinates were scaled from a topographic map and have
 DA0300.an estimated accuracy of +/- 6 seconds.
 DA0300
 DA0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0300.The vertical order pertains to the NGVD 29 superseded value.
 DA0300
 DA0300.The geoid height was determined by GEOID03.
 DA0300
 DA0300;                    North         East    Units  Estimated Accuracy
 DA0300;SPC AZ C     -   164,490.      189,940.      MT  (+/- 180 meters Scaled)
 DA0300
 DA0300                          SUPERSEDED SURVEY CONTROL
 DA0300
 DA0300  NGVD 29 (??/??/92)  661.754  (m)         2171.10   (f) ADJ UNCH    2 0
 DA0300
 DA0300.Superseded values are not recommended for survey control.
 DA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0300.See file dsdata.txt to determine how the superseded data were derived.
 DA0300
 DA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA904946(NAD 83)
 DA0300_MARKER: DB = BENCH MARK DISK
 DA0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0300_STAMPING: L 91 1935
 DA0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0300+STABILITY: SURFACE MOTION
 DA0300
 DA0300  HISTORY     - Date     Condition        Report By
 DA0300  HISTORY     - 1935     MONUMENTED       CGS
 DA0300  HISTORY     - 1952     GOOD             NGS
 DA0300
 DA0300                          STATION DESCRIPTION
 DA0300
 DA0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0300'12.9 MI SW FROM QUAJOTE.
 DA0300'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0300'VILLAGE OF QUAJOTE, THENCE 10.3 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0300'ABOUT 97 YARDS NORTHEAST OF AN INDIAN HUT, ABOUT 85 YARDS NORTHWEST OF
 DA0300'A HUT, 17 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 DA0300'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0300'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0688 ***********************************************************************
 DA0688  DESIGNATION -  L 92
 DA0688  PID         -  DA0688
 DA0688  STATE/COUNTY-  AZ/MARICOPA
 DA0688  USGS QUAD   -  BOSQUE (1973)
 DA0688
 DA0688                         *CURRENT SURVEY CONTROL
 DA0688  ___________________________________________________________________
 DA0688* NAD 83(1986)-  32 57 11.     (N)    112 35 15.     (W)     SCALED    
 DA0688* NAVD 88     -       315.146  (meters)    1033.94   (feet)  ADJUSTED  
 DA0688  ___________________________________________________________________
 DA0688  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DA0688  DYNAMIC HT  -         314.767 (meters)    1032.70  (feet)  COMP
 DA0688  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 DA0688
 DA0688  VERT ORDER  -  FIRST     CLASS II
 DA0688
 DA0688.The horizontal coordinates were scaled from a topographic map and have
 DA0688.an estimated accuracy of +/- 6 seconds.
 DA0688
 DA0688.The orthometric height was determined by differential leveling
 DA0688.and adjusted in June 1991.
 DA0688
 DA0688.The geoid height was determined by GEOID03.
 DA0688
 DA0688.The dynamic height is computed by dividing the NAVD 88
 DA0688.geopotential number by the normal gravity value computed on the
 DA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0688.degrees latitude (g = 980.6199 gals.).
 DA0688
 DA0688.The modeled gravity was interpolated from observed gravity values.
 DA0688
 DA0688;                    North         East    Units  Estimated Accuracy
 DA0688;SPC AZ C     -   216,750.      150,640.      MT  (+/- 180 meters Scaled)
 DA0688
 DA0688                          SUPERSEDED SURVEY CONTROL
 DA0688
 DA0688  NGVD 29 (??/??/92)  314.533  (m)         1031.93   (f) ADJ UNCH    1 2
 DA0688
 DA0688.Superseded values are not recommended for survey control.
 DA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0688.See file dsdata.txt to determine how the superseded data were derived.
 DA0688
 DA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB516472(NAD 83)
 DA0688_MARKER: DB = BENCH MARK DISK
 DA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0688_STAMPING: L 92 1935
 DA0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0688+STABILITY: SURFACE MOTION
 DA0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0688+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0688
 DA0688  HISTORY     - Date     Condition        Report By
 DA0688  HISTORY     - 1935     MONUMENTED       CGS
 DA0688  HISTORY     - 1973     GOOD             USGS
 DA0688  HISTORY     - 1980     GOOD             NGS
 DA0688  HISTORY     - 1980     GOOD             NGS
 DA0688  HISTORY     - 20080418 GOOD             GEOCAC
 DA0688
 DA0688                          STATION DESCRIPTION
 DA0688
 DA0688'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0688'11.7 MI E FROM GILA BEND.
 DA0688'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U. S.
 DA0688'HIGHWAY 80, THENCE 8.0 MILES EAST ALONG INTERSTATE 8 TO A GATE AND
 DA0688'GRAVEL ROAD NORTH OF THE WEST BOUND LANE, THENCE 3.45 MI. NORTHWEST
 DA0688'ALONG A DIRT ROAD TO A ROAD FORK, TAKE RIGHT FORK FOR 1.7 MILE, 246
 DA0688'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AND SET IN THE TOP OF A
 DA0688'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND, AND 1.5 FEET HIGHER
 DA0688'THAN THE ROAD.
 DA0688
 DA0688                          STATION RECOVERY (1980)
 DA0688
 DA0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0688'RECOVERED IN GOOD CONDITION.
 DA0688
 DA0688                          STATION RECOVERY (1980)
 DA0688
 DA0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0688'RECOVERED IN GOOD CONDITION.
 DA0688
 DA0688                          STATION RECOVERY (2008)
 DA0688
 DA0688'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0688'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0688'32 57 11.2 (N)   112 35 14.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0589 ***********************************************************************
 CZ0589  DESIGNATION -  L 94
 CZ0589  PID         -  CZ0589
 CZ0589  STATE/COUNTY-  AZ/PIMA
 CZ0589  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0589
 CZ0589                         *CURRENT SURVEY CONTROL
 CZ0589  ___________________________________________________________________
 CZ0589* NAD 83(2007)-  32 27 43.04900(N)    111 21 12.94394(W)     ADJUSTED  
 CZ0589* NAVD 88     -       584.06   (+/-2cm)    1916.2    (feet)  VERTCON   
 CZ0589  ___________________________________________________________________
 CZ0589  EPOCH DATE  -        2007.00
 CZ0589  X           -  -1,961,603.037 (meters)                     COMP
 CZ0589  Y           -  -5,017,378.876 (meters)                     COMP
 CZ0589  Z           -   3,404,061.956 (meters)                     COMP
 CZ0589  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CZ0589  ELLIP HEIGHT-         554.330 (meters)          (02/10/07) ADJUSTED
 CZ0589  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0589
 CZ0589  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0589  Type    PID    Designation                      North   East  Ellip
 CZ0589  -------------------------------------------------------------------
 CZ0589  NETWORK CZ0589 L 94                              0.65   1.00   2.92
 CZ0589  -------------------------------------------------------------------
 CZ0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0589
 CZ0589.The horizontal coordinates were established by GPS observations
 CZ0589.and adjusted by the National Geodetic Survey in February 2007.
 CZ0589
 CZ0589.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0589.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0589.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0589.The epoch date for horizontal control is a decimal equivalence
 CZ0589.of Year/Month/Day.
 CZ0589
 CZ0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0589.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0589.derived orthometric height which differed from the leveled height by
 CZ0589.more than one decimeter (0.1 meter).
 CZ0589.The vertical order pertains to the NGVD 29 superseded value.
 CZ0589
 CZ0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0589
 CZ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0589
 CZ0589.The ellipsoidal height was determined by GPS observations
 CZ0589.and is referenced to NAD 83.
 CZ0589
 CZ0589.The geoid height was determined by GEOID03.
 CZ0589
 CZ0589;                    North         East     Units Scale Factor Converg.
 CZ0589;SPC AZ C     -   162,228.435   266,292.935   MT  0.99993454   +0 18 08.0
 CZ0589;SPC AZ C     -   532,245.52    873,664.48   iFT  0.99993454   +0 18 08.0
 CZ0589;UTM  12      - 3,591,697.167   466,769.463   MT  0.99961362   -0 11 23.2
 CZ0589
 CZ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0589!SPC AZ C     -   0.99991297  x   0.99993454  =   0.99984752
 CZ0589!UTM  12      -   0.99991297  x   0.99961362  =   0.99952663
 CZ0589
 CZ0589                          SUPERSEDED SURVEY CONTROL
 CZ0589
 CZ0589  ELLIP H (06/11/02)  554.362  (m)                       GP(       ) 4 2
 CZ0589  NAD 83(1992)-  32 27 43.04798(N)    111 21 12.94257(W) AD(       ) 1
 CZ0589  ELLIP H (08/23/93)  554.428  (m)                       GP(       ) 4 2
 CZ0589  NAD 83(1986)-  32 27 43.04323(N)    111 21 12.94244(W) AD(       ) 1
 CZ0589  NGVD 29 (??/??/92)  583.549  (m)         1914.53   (f) ADJ UNCH    2 0
 CZ0589
 CZ0589.Superseded values are not recommended for survey control.
 CZ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0589.See file dsdata.txt to determine how the superseded data were derived.
 CZ0589
 CZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6676991697(NAD 83)
 CZ0589_MARKER: DB = BENCH MARK DISK
 CZ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0589_STAMPING: L 94 1935
 CZ0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0589+STABILITY: SURFACE MOTION
 CZ0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0589+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2009
 CZ0589
 CZ0589  HISTORY     - Date     Condition        Report By
 CZ0589  HISTORY     - 1935     MONUMENTED       CGS
 CZ0589  HISTORY     - 1951     GOOD             NGS
 CZ0589  HISTORY     - 1987     GOOD             NGS
 CZ0589  HISTORY     - 19960204 GOOD             USPSQD
 CZ0589  HISTORY     - 20090222 GOOD             GEOCAC
 CZ0589
 CZ0589                          STATION DESCRIPTION
 CZ0589
 CZ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0589'14.7 MI W FROM RILLITO.
 CZ0589'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0589'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0589'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 13.2
 CZ0589'MILES ACROSS MARANA NO 2 AIRPORT WEST ALONG THE SILVER BELL ROAD, 144
 CZ0589'1/2 FEET WEST OF THE WEST OF THE CENTER OF A WASH ACROSS THE ROAD, 31
 CZ0589'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.9 FEET NORTHWEST
 CZ0589'OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 CZ0589'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0589
 CZ0589                          STATION RECOVERY (1987)
 CZ0589
 CZ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0589'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0589'IN GOOD CONDITION.
 CZ0589'
 CZ0589'THE STATION IS LOCATED ABOUT 62.8 KM (39 MI)
 CZ0589'NORTHWEST OF TUCSON,
 CZ0589'14.5 KM (9 MI) SOUTH OF PICACHO PEAK AND
 CZ0589'9.7 KM (6 MI) WEST OF INTERSTATE HIGHWAY 10.
 CZ0589'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0589'
 CZ0589'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0589'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ0589'MARANA, GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON SANDARIO ROAD TO MARANA
 CZ0589'ROAD.
 CZ0589'TURN RIGHT AND GO WEST FOR 8.7 KM (5.4 MI) ON MARANA ROAD TO A STOP
 CZ0589'SIGN AND JUNCTION OF TRICO ROAD.
 CZ0589'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.9 KM (0.55 MI) ON THE
 CZ0589'DIRT ROAD TO A STOP SIGN AND SILVERBELLE ROAD.
 CZ0589'TURN RIGHT AND GO NORTHWEST FOR 2.8 KM (1.75 MI) ON SILVERBELLE
 CZ0589'ROAD TO A FORK.  FOLLOW THE LEFT FORK AND GO WESTERLY FOR 0.4 KM
 CZ0589'(0.25 MI) ON SILVERBELLE ROAD TO A NARROW ONE LANE BRIDGE.
 CZ0589'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.5 KM (0.95 MI) ON
 CZ0589'SILVERBELLE ROAD TO THE STATION ON THE LEFT.
 CZ0589'
 CZ0589'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0589'STAMPED---L 94 1935---,
 CZ0589'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ0589'26 CM ON SIDE PROJECTING 26 CM ABOVE GROUND.  LOCATED
 CZ0589'8.8 METERS (28.87 FT) SOUTH FROM THE APPROXIMATE CENTER OF
 CZ0589'SILVERBELLE ROAD AND
 CZ0589'2.3 METERS (7.55 FT) SOUTH FROM A METAL WITNESS POST.
 CZ0589'
 CZ0589'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0589'
 CZ0589'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0589'
 CZ0589'DESCRIBED BY S.E. RANDALL.
 CZ0589
 CZ0589                          STATION RECOVERY (1996)
 CZ0589
 CZ0589'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0589'RECOVERED IN GOOD CONDITION.
 CZ0589
 CZ0589                          STATION RECOVERY (2009)
 CZ0589
 CZ0589'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 CZ0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0614 ***********************************************************************
 FR0614  DESIGNATION -  L 95
 FR0614  PID         -  FR0614
 FR0614  STATE/COUNTY-  AZ/MOHAVE
 FR0614  USGS QUAD   -  HORSE FLAT (1968)
 FR0614
 FR0614                         *CURRENT SURVEY CONTROL
 FR0614  ___________________________________________________________________
 FR0614* NAD 83(1986)-  35 48 49.     (N)    113 51 07.     (W)     SCALED    
 FR0614* NAVD 88     -      1570.855  (meters)    5153.71   (feet)  POSTED    
 FR0614  ___________________________________________________________________
 FR0614  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FR0614  DYNAMIC HT  -        1568.950 (meters)    5147.46  (feet)  COMP
 FR0614  MODELED GRAV-     979,366.4   (mgal)                       NAVD 88
 FR0614
 FR0614  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0614
 FR0614.The horizontal coordinates were scaled from a topographic map and have
 FR0614.an estimated accuracy of +/- 6 seconds.
 FR0614
 FR0614.The orthometric height was determined by differential leveling
 FR0614.and adjusted by the  in 1992.
 FR0614.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0614.rate of 0.0 thru 1.0 mm/km.
 FR0614
 FR0614.The geoid height was determined by GEOID03.
 FR0614
 FR0614.The dynamic height is computed by dividing the NAVD 88
 FR0614.geopotential number by the normal gravity value computed on the
 FR0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0614.degrees latitude (g = 980.6199 gals.).
 FR0614
 FR0614.The modeled gravity was interpolated from observed gravity values.
 FR0614
 FR0614;                    North         East    Units  Estimated Accuracy
 FR0614;SPC AZ W     -   533,860.      204,150.      MT  (+/- 180 meters Scaled)
 FR0614
 FR0614                          SUPERSEDED SURVEY CONTROL
 FR0614
 FR0614  NGVD 29 (??/??/92) 1570.008  (m)         5150.93   (f) ADJ UNCH    2 0
 FR0614
 FR0614.Superseded values are not recommended for survey control.
 FR0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0614.See file dsdata.txt to determine how the superseded data were derived.
 FR0614
 FR0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE423670(NAD 83)
 FR0614_MARKER: DB = BENCH MARK DISK
 FR0614_SETTING: 66 = SET IN ROCK OUTCROP
 FR0614_SP_SET: LIMESTONE OUTCROP
 FR0614_STAMPING: L 95 1935
 FR0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0614+STABILITY: POSITION/ELEVATION WELL
 FR0614
 FR0614  HISTORY     - Date     Condition        Report By
 FR0614  HISTORY     - 1935     MONUMENTED       CGS
 FR0614  HISTORY     - 1968     GOOD             USGS
 FR0614
 FR0614                          STATION DESCRIPTION
 FR0614
 FR0614'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0614'43.8 MI NW FROM PEACH SPRINGS.
 FR0614'ABOUT 43.8 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, ABOUT 0.7
 FR0614'MILE NORTHEAST ALONG A DIM TRACK ROAD FROM A JUNCTION WITH THE MAIN
 FR0614'ROAD, 0.4 MILE EAST OF THE MAIN ROAD, 25 FEET WEST OF THE END OF A DIM
 FR0614'TRACK ROAD, 15 FEET SOUTHEAST OF TWO SMALL JUNIPER TREES, AND IN THE
 FR0614'TOP OF THE EAST EDGE OF A GREY LIMESTONE OUTCROP.  STANDARD USC AND GS
 FR0614'DISK STAMPED L 95 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0660 ***********************************************************************
 FR0660  DESIGNATION -  L 96
 FR0660  PID         -  FR0660
 FR0660  STATE/COUNTY-  AZ/MOHAVE
 FR0660  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0660
 FR0660                         *CURRENT SURVEY CONTROL
 FR0660  ___________________________________________________________________
 FR0660* NAD 83(1986)-  35 32 18.     (N)    113 30 55.     (W)     SCALED    
 FR0660* NAVD 88     -      1408.964  (meters)    4622.58   (feet)  POSTED    
 FR0660  ___________________________________________________________________
 FR0660  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FR0660  DYNAMIC HT  -        1407.210 (meters)    4616.82  (feet)  COMP
 FR0660  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 FR0660
 FR0660  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0660
 FR0660.The horizontal coordinates were scaled from a topographic map and have
 FR0660.an estimated accuracy of +/- 6 seconds.
 FR0660
 FR0660.The orthometric height was determined by differential leveling
 FR0660.and adjusted by the  in 1992.
 FR0660.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0660.rate of 0.0 thru 1.0 mm/km.
 FR0660
 FR0660.The geoid height was determined by GEOID03.
 FR0660
 FR0660.The dynamic height is computed by dividing the NAVD 88
 FR0660.geopotential number by the normal gravity value computed on the
 FR0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0660.degrees latitude (g = 980.6199 gals.).
 FR0660
 FR0660.The modeled gravity was interpolated from observed gravity values.
 FR0660
 FR0660;                    North         East    Units  Estimated Accuracy
 FR0660;SPC AZ W     -   503,340.      234,650.      MT  (+/- 180 meters Scaled)
 FR0660
 FR0660                          SUPERSEDED SURVEY CONTROL
 FR0660
 FR0660  NGVD 29 (??/??/92) 1408.046  (m)         4619.56   (f) ADJ UNCH    2 0
 FR0660
 FR0660.Superseded values are not recommended for survey control.
 FR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0660.See file dsdata.txt to determine how the superseded data were derived.
 FR0660
 FR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE719356(NAD 83)
 FR0660_MARKER: DB = BENCH MARK DISK
 FR0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0660_STAMPING: L 96 1935
 FR0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0660+STABILITY: SURFACE MOTION
 FR0660
 FR0660  HISTORY     - Date     Condition        Report By
 FR0660  HISTORY     - 1935     MONUMENTED       CGS
 FR0660
 FR0660                          STATION DESCRIPTION
 FR0660
 FR0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0660'5.3 MI NW FROM PEACH SPRINGS.
 FR0660'ABOUT 5.3 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0660'COUNTY, ABOUT 50 YARDS SOUTH OF A CURVE AT THE TOP OF A RIDGE, AND 28
 FR0660'FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED L
 FR0660'96 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0393 ***********************************************************************
 FR0393  DESIGNATION -  L 97
 FR0393  PID         -  FR0393
 FR0393  STATE/COUNTY-  AZ/MOHAVE
 FR0393  USGS QUAD   -  PEACH SPRINGS CANYON (1967)
 FR0393
 FR0393                         *CURRENT SURVEY CONTROL
 FR0393  ___________________________________________________________________
 FR0393* NAD 83(1986)-  35 38 53.     (N)    113 26 01.     (W)     SCALED    
 FR0393* NAVD 88     -       985.434  (meters)    3233.04   (feet)  POSTED    
 FR0393  ___________________________________________________________________
 FR0393  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FR0393  DYNAMIC HT  -         984.220 (meters)    3229.06  (feet)  COMP
 FR0393  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 FR0393
 FR0393  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0393
 FR0393.The horizontal coordinates were scaled from a topographic map and have
 FR0393.an estimated accuracy of +/- 6 seconds.
 FR0393
 FR0393.The orthometric height was determined by differential leveling
 FR0393.and adjusted by the  in 1992.
 FR0393.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0393.was located on a no-check spur therefore a value was not computed.
 FR0393.No vertical observational check was made to the station.
 FR0393
 FR0393.The geoid height was determined by GEOID03.
 FR0393
 FR0393.The dynamic height is computed by dividing the NAVD 88
 FR0393.geopotential number by the normal gravity value computed on the
 FR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0393.degrees latitude (g = 980.6199 gals.).
 FR0393
 FR0393.The modeled gravity was interpolated from observed gravity values.
 FR0393
 FR0393;                    North         East    Units  Estimated Accuracy
 FR0393;SPC AZ W     -   515,530.      242,010.      MT  (+/- 180 meters Scaled)
 FR0393
 FR0393                          SUPERSEDED SURVEY CONTROL
 FR0393
 FR0393  NGVD 29 (??/??/92)  984.502  (m)         3229.99   (f) ADJ UNCH    2 0
 FR0393
 FR0393.Superseded values are not recommended for survey control.
 FR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0393.See file dsdata.txt to determine how the superseded data were derived.
 FR0393
 FR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE796476(NAD 83)
 FR0393_MARKER: DB = BENCH MARK DISK
 FR0393_SETTING: 80 = SET IN A BOULDER
 FR0393_SP_SET: BOULDER
 FR0393_STAMPING: L 97 1935
 FR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0393+STABILITY: SURFACE MOTION
 FR0393
 FR0393  HISTORY     - Date     Condition        Report By
 FR0393  HISTORY     - 1935     MONUMENTED       CGS
 FR0393  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0393
 FR0393                          STATION DESCRIPTION
 FR0393
 FR0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0393'9.7 MI N FROM PEACH SPRINGS.
 FR0393'ABOUT 9.7 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0393'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, ABOUT 100 YARDS SOUTH OF
 FR0393'THE JUNCTION OF THE PEACH SPRINGS WASH AND A WASH LEADING EAST, ABOUT
 FR0393'50 YARDS EAST OF THE CENTER LINE OF THE WASH, IN THE TOP OF A LARGE
 FR0393'GREY BOULDER, AND ABOUT 8 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 FR0393'STAMPED L 97 1935.
 FR0393
 FR0393                          STATION RECOVERY (1967)
 FR0393
 FR0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0842 ***********************************************************************
 ET0842  DESIGNATION -  L 98
 ET0842  PID         -  ET0842
 ET0842  STATE/COUNTY-  AZ/COCONINO
 ET0842  USGS QUAD   -  PERKINSVILLE (1973)
 ET0842
 ET0842                         *CURRENT SURVEY CONTROL
 ET0842  ___________________________________________________________________
 ET0842* NAD 83(1986)-  34 59 14.     (N)    112 12 20.     (W)     SCALED    
 ET0842* NAVD 88     -      1495.29   (+/-2cm)    4905.8    (feet)  VERTCON   
 ET0842  ___________________________________________________________________
 ET0842  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ET0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0842
 ET0842.The horizontal coordinates were scaled from a topographic map and have
 ET0842.an estimated accuracy of +/- 6 seconds.
 ET0842
 ET0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0842.The vertical order pertains to the NGVD 29 superseded value.
 ET0842
 ET0842.The geoid height was determined by GEOID03.
 ET0842
 ET0842;                    North         East    Units  Estimated Accuracy
 ET0842;SPC AZ C     -   442,200.      186,990.      MT  (+/- 180 meters Scaled)
 ET0842
 ET0842                          SUPERSEDED SURVEY CONTROL
 ET0842
 ET0842  NGVD 29 (??/??/92) 1494.45   (m)         4903.0    (f) COMPUTED    2 0
 ET0842
 ET0842.Superseded values are not recommended for survey control.
 ET0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0842.See file dsdata.txt to determine how the superseded data were derived.
 ET0842
 ET0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD899722(NAD 83)
 ET0842_MARKER: DB = BENCH MARK DISK
 ET0842_SETTING: 80 = SET IN A BOULDER
 ET0842_SP_SET: BOULDER
 ET0842_STAMPING: L 98 1935
 ET0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0842+STABILITY: SURFACE MOTION
 ET0842
 ET0842  HISTORY     - Date     Condition        Report By
 ET0842  HISTORY     - 1935     MONUMENTED       CGS
 ET0842
 ET0842                          STATION DESCRIPTION
 ET0842
 ET0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0842'8.4 MI N FROM PERKINSVILLE.
 ET0842'IN COCONINO COUNTY, ABOUT 8.4 MILES NORTH ALONG THE WILLIAMS ROAD FROM
 ET0842'THE ATCHISON, TOPEKA AND SANTE FE RAILWAY STATION AT PERKINSVILLE,
 ET0842'YAVAPAI COUNTY, ABOUT 1.3 MILES NORTH OF THE JUNCTION OF A ROAD
 ET0842'LEADING EAST, ABOUT 0.9 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 ET0842'NORTHEAST TO SAND FLAT, ABOUT 100 FEET NORTHWEST OF A SHARP LEFT TURN,
 ET0842'AT A GALVANIZED IRON CULVERT, 25 FEET SOUTH OF THE CENTER LINE OF THE
 ET0842'ROAD, AND IN THE TOP OF A SANDSTONE BOULDER.  A STANDARD DISK, STAMPED
 ET0842'L 98 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1184 ***********************************************************************
 DV1184  DESIGNATION -  L 99
 DV1184  PID         -  DV1184
 DV1184  STATE/COUNTY-  AZ/LA PAZ
 DV1184  USGS QUAD   -  UTTING (1990)
 DV1184
 DV1184                         *CURRENT SURVEY CONTROL
 DV1184  ___________________________________________________________________
 DV1184* NAD 83(1986)-  33 52 20.     (N)    113 56 00.     (W)     SCALED    
 DV1184* NAVD 88     -       334.99   (+/-2cm)    1099.0    (feet)  VERTCON   
 DV1184  ___________________________________________________________________
 DV1184  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1184  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1184
 DV1184.The horizontal coordinates were scaled from a topographic map and have
 DV1184.an estimated accuracy of +/- 6 seconds.
 DV1184
 DV1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1184.The vertical order pertains to the NGVD 29 superseded value.
 DV1184
 DV1184.The geoid height was determined by GEOID03.
 DV1184
 DV1184;                    North         East    Units  Estimated Accuracy
 DV1184;SPC AZ W     -   318,510.      196,400.      MT  (+/- 180 meters Scaled)
 DV1184
 DV1184                          SUPERSEDED SURVEY CONTROL
 DV1184
 DV1184  NGVD 29 (??/??/92)  334.343  (m)         1096.92   (f) ADJ UNCH    1 2
 DV1184
 DV1184.Superseded values are not recommended for survey control.
 DV1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1184.See file dsdata.txt to determine how the superseded data were derived.
 DV1184
 DV1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC286518(NAD 83)
 DV1184_MARKER: DB = BENCH MARK DISK
 DV1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1184_STAMPING: L-99 1935
 DV1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1184+STABILITY: SURFACE MOTION
 DV1184
 DV1184  HISTORY     - Date     Condition        Report By
 DV1184  HISTORY     - 1935     MONUMENTED       CGS
 DV1184  HISTORY     - 1948     GOOD             NGS
 DV1184
 DV1184                          STATION DESCRIPTION
 DV1184
 DV1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1184'3.4 MI NW FROM UTTING.
 DV1184'3.4 MILES NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RY., FROM
 DV1184'THE STATION AT UTTING, 18 FEET SOUTHEAST OF MILEPOST 74, 0.3 MILE
 DV1184'NORTHWEST OF BRIDGE 74 B AND 38 FEET SOUTHWEST OF THE CENTERLINE OF
 DV1184'THE TRACK.  A STANDARD DISK, STAMPED L 99 1935 AND SET IN THE TOP OF A
 DV1184'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1894 ***********************************************************************
 DU1894  DESIGNATION -  LA BARGE
 DU1894  PID         -  DU1894
 DU1894  STATE/COUNTY-  AZ/PINAL
 DU1894  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU1894
 DU1894                         *CURRENT SURVEY CONTROL
 DU1894  ___________________________________________________________________
 DU1894* NAD 83(1992)-  33 26 18.55244(N)    111 14 16.87052(W)     ADJUSTED  
 DU1894* NAVD 88     -      1548.2    (meters)    5079.     (feet)  VERTCON   
 DU1894  ___________________________________________________________________
 DU1894  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 DU1894  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DU1894  HORZ ORDER  -  THIRD
 DU1894
 DU1894.The horizontal coordinates were established by classical geodetic methods
 DU1894.and adjusted by the National Geodetic Survey in August 1993.
 DU1894
 DU1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1894
 DU1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1894
 DU1894.The geoid height was determined by GEOID03.
 DU1894
 DU1894;                    North         East     Units Scale Factor Converg.
 DU1894;SPC AZ C     -   270,584.463   276,460.453   MT  0.99994907   +0 22 26.3
 DU1894;SPC AZ C     -   887,744.30    907,022.48   iFT  0.99994907   +0 22 26.3
 DU1894;UTM  12      - 3,699,924.668   477,875.812   MT  0.99960603   -0 07 52.2
 DU1894
 DU1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1894!SPC AZ C     -   0.99976146  x   0.99994907  =   0.99971055
 DU1894!UTM  12      -   0.99976146  x   0.99960603  =   0.99936759
 DU1894
 DU1894:                Primary Azimuth Mark                     Grid Az
 DU1894:SPC AZ C     -  TRAIL                                    115 19 51.3
 DU1894:UTM  12      -  TRAIL                                    115 50 09.8
 DU1894
 DU1894|---------------------------------------------------------------------|
 DU1894| PID    Reference Object                     Distance      Geod. Az  |
 DU1894|                                                           dddmmss.s |
 DU1894| DU1904 TRAIL                               APPROX. 8.6 KM 1154217.6 |
 DU1894| DU1917 LA BARGE RM 1                        14.980 METERS 16757     |
 DU1894| DU1918 LA BARGE RM 2                         5.577 METERS 29902     |
 DU1894|---------------------------------------------------------------------|
 DU1894
 DU1894                          SUPERSEDED SURVEY CONTROL
 DU1894
 DU1894  NAD 83(1986)-  33 26 18.54831(N)    111 14 16.87270(W) AD(       ) 3
 DU1894  NGVD 29 (09/20/88) 1547.5    (m)         5077.     (f) VERT ANG    3  
 DU1894
 DU1894.Superseded values are not recommended for survey control.
 DU1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1894.See file dsdata.txt to determine how the superseded data were derived.
 DU1894
 DU1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7787699925(NAD 83)
 DU1894_MARKER: DS = TRIANGULATION STATION DISK
 DU1894_SETTING: 66 = SET IN ROCK OUTCROP
 DU1894_SP_SET: SET IN ROCK OUTCROP
 DU1894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1894+STABILITY: POSITION/ELEVATION WELL
 DU1894
 DU1894  HISTORY     - Date     Condition        Report By
 DU1894  HISTORY     - 1946     MONUMENTED       USGS
 DU1894
 DU1894                          STATION DESCRIPTION
 DU1894
 DU1894'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1894'LOCATED ABOUT 3 MI W. OF ROGERS TROUGHS, 2.5 MI N. OF J.F. RANCH.
 DU1894'ON HIGHEST AND MOST PROMINENT POINT OF FLAT-TOPPED, ROCKY BUTTE.
 DU1894'
 DU1894'TO REACH FROM J.F. RANCH, FOLLOW TORTILLA CAMP TRAIL 3.5 MI N.
 DU1894'AND W.  CLIMB DOWN S. INTO TORTILLA CREEK.  CLIMB S. TO SUMMIT AND
 DU1894'STATION.  A 3-HOUR PACK WITH HORSES.
 DU1894'
 DU1894'STATION MARK--STANDARD TABLET STAMPED---LA BARGE 1946---, CEMENTED
 DU1894'IN ROCK OUTCROP.
 DU1894'
 DU1894'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN BOULDER.
 DU1894'
 DU1894'RM 2--DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0782 ***********************************************************************
 DW0782  DESIGNATION -  LA CHOLLA
 DW0782  PID         -  DW0782
 DW0782  STATE/COUNTY-  AZ/LA PAZ
 DW0782  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0782
 DW0782                         *CURRENT SURVEY CONTROL
 DW0782  ___________________________________________________________________
 DW0782* NAD 83(1992)-  33 38 45.63881(N)    114 20 01.94227(W)     ADJUSTED  
 DW0782* NAVD 88     -       369.69   (+/-2cm)    1212.9    (feet)  VERTCON   
 DW0782  ___________________________________________________________________
 DW0782  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DW0782  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DW0782  HORZ ORDER  -  THIRD
 DW0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0782
 DW0782.The horizontal coordinates were established by classical geodetic methods
 DW0782.and adjusted by the National Geodetic Survey in August 1993.
 DW0782
 DW0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0782.The vertical order pertains to the NGVD 29 superseded value.
 DW0782
 DW0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0782
 DW0782.The geoid height was determined by GEOID03.
 DW0782
 DW0782;                    North         East     Units Scale Factor Converg.
 DW0782;SPC AZ W     -   293,556.260   159,199.558   MT  0.99996948   -0 19 24.6
 DW0782;SPC AZ W     -   963,111.09    522,308.26   iFT  0.99996948   -0 19 24.6
 DW0782;UTM  11      - 3,726,096.319   747,262.372   MT  1.00035380   +1 28 40.6
 DW0782
 DW0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0782!SPC AZ W     -   0.99994699  x   0.99996948  =   0.99991647
 DW0782!UTM  11      -   0.99994699  x   1.00035380  =   1.00030077
 DW0782
 DW0782|---------------------------------------------------------------------|
 DW0782| PID    Reference Object                     Distance      Geod. Az  |
 DW0782|                                                           dddmmss.s |
 DW0782| DW0781 B 30                                 32.937 METERS 05141     |
 DW0782| DW0885 GRANITE MTN CAIRN                   APPROX. 7.7 KM 0885421.9 |
 DW0782| DW0779 LA CHOLLA AZ MK                                    0984940.4 |
 DW0782| DW0783 LA CHOLLA RM 1                       10.178 METERS 12810     |
 DW0782| DW0887 SUGAR LOAF PK CAIRN                 APPROX. 2.1 KM 1292656.5 |
 DW0782|---------------------------------------------------------------------|
 DW0782
 DW0782                          SUPERSEDED SURVEY CONTROL
 DW0782
 DW0782  NAD 83(1986)-  33 38 45.63720(N)    114 20 01.94810(W) AD(       ) 3
 DW0782  NAD 27      -  33 38 45.54310(N)    114 19 59.12890(W) AD(       ) 3
 DW0782  NGVD 29 (??/??/??)  368.990  (m)         1210.59   (f) ADJUSTED    2 0
 DW0782
 DW0782.Superseded values are not recommended for survey control.
 DW0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0782.See file dsdata.txt to determine how the superseded data were derived.
 DW0782
 DW0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4726226096(NAD 83)
 DW0782_MARKER: DS = TRIANGULATION STATION DISK
 DW0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0782_STAMPING: LA CHOLLA 1948
 DW0782_MARK LOGO: CGS   
 DW0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0782+STABILITY: SURFACE MOTION
 DW0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0782+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2008
 DW0782
 DW0782  HISTORY     - Date     Condition        Report By
 DW0782  HISTORY     - 1949     MONUMENTED       CGS
 DW0782  HISTORY     - 1962     GOOD             CGS
 DW0782  HISTORY     - 1962     GOOD             CGS
 DW0782  HISTORY     - 1962     GOOD             NGS
 DW0782  HISTORY     - 1965     GOOD             AMS
 DW0782  HISTORY     - 1971     GOOD             AZHD
 DW0782  HISTORY     - 1981     GOOD             NGS
 DW0782  HISTORY     - 1981     GOOD             NGS
 DW0782  HISTORY     - 1981     GOOD             NGS
 DW0782  HISTORY     - 20081102 GOOD             GEOCAC
 DW0782
 DW0782                          STATION DESCRIPTION
 DW0782
 DW0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0782'THE STATION IS LOCATED ON A SMALL KNOLL ON THE SOUTH SIDE OF
 DW0782'U.S. HIGHWAY 60 AND 70 NEAR THE CREST OF THE DIVIDE BETWEEN
 DW0782'QUARTZSITE AND EHRENBERG, 200 FEET EAST OF MILE POST 12, AND
 DW0782'40 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 60 AND 70.
 DW0782'THE STATION MARK PROJECTS 8 INCHES AND IS STAMPED, LA CHOLLA
 DW0782'1948.
 DW0782'
 DW0782'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 DW0782'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, LA CHOLLA NO
 DW0782'1 1948.
 DW0782'
 DW0782'REFERENCE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DW0782'SET IN A CONCRETE POST, 40 FEET NORTH OF THE CENTER LINE OF U.S.
 DW0782'HIGHWAY 60 AND 70, PROJECTS 10 INCHES AND STAMPED, B 30 1933.
 DW0782'
 DW0782'THE AZIMUTH MARK IS SET IN SOUTHEAST END OF THE SOUTH HEADWALL OF
 DW0782'A HIGHWAY CULVERT, FLUSH WITH THE GROUND AND STAMPED, LA CHOLLA
 DW0782'1948.
 DW0782'
 DW0782'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 DW0782'HIGHWAY 60 AND 70 FOR 0.7 MILE TO AZIMUTH MARK ON THE RIGHT,
 DW0782'SOUTH, AS DESCRIBED ABOVE.
 DW0782'
 DW0782'TO REACH THE STATION FROM THE ARIZONA QUARANTINE STATION
 DW0782'AT EHRENBERG, GO EAST ON U.S. HIGHWAY 60 AND 70 FOR 12.4 MILES
 DW0782'TO THE STATION ON THE RIGHT, SOUTH, AS DESCRIBED ABOVE.
 DW0782
 DW0782                          STATION RECOVERY (1962)
 DW0782
 DW0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 DW0782'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DW0782'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  NO SEARCH WAS MADE
 DW0782'FOR THE AZIMUTH MARK THIS DATE.
 DW0782'
 DW0782'NEW TO REACH AS FOLLOWS--
 DW0782'
 DW0782'TO REACH FROM THE QUARANTINE STATION, AT THE ARIZONA STATE
 DW0782'LINE ON HIGHWAY U.S. 60 AND 70, GO 10.9 MILES TO Y FORKS.
 DW0782'TAKE RIGHT FORK, (OLD U.S. 60 AND 70) AND CONTINUE FOR 0.2 MILES
 DW0782'TO STATION ON RIGHT.  THE STATION IS APPROXIMATELY 40 FEET SOUTH
 DW0782'OF OLD ROAD.  AND APPROXIMATELY 6 FEET HIGHER THAN ROAD.
 DW0782
 DW0782                          STATION RECOVERY (1962)
 DW0782
 DW0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0782'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DW0782'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS
 DW0782'TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 DW0782'
 DW0782'DUE TO CHANGES IN THE HIGHWAY A NEW DESCRIPTION FOLLOWS.
 DW0782'
 DW0782'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO
 DW0782'WESTERLY ON U.S. HIGHWAYS 60 AND 70 FOR 6.35 MILES TO A ROCK
 DW0782'SHOP ON THE RIGHT, TURN LEFT, GO SOUTH FOR ABOUT 200 FEET TO
 DW0782'THE OLD HIGHWAY AND THE STATION ON THE SOUTH SIDE OF OLD
 DW0782'HIGHWAY.
 DW0782'
 DW0782'STATION MARK, A STANDARD TRIANGULATION DISK SET IN A 12 INCH
 DW0782'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES AND IS STAMPED
 DW0782'LA CHOLLA 1948.  THE MARK IS 217 FEET SOUTH OF U.S. HIGHWAY 60
 DW0782'AND 70 AND 41 FEET SOUTH OF THE CENTER OF OLD HIGHWAY.
 DW0782'
 DW0782'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A 12 INCH
 DW0782'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 DW0782'GROUND AND IS STAMPED LA CHOLLA NO 1 1948.  THE MARK IS 58 FEET
 DW0782'SOUTH OF THE CENTER OF OLD HIGHWAY AND IS APPROXIMATELY 3
 DW0782'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DW0782'
 DW0782'REFERENCE MARK 2, IS A U.S. COAST AND GEODETIC SURVEY BENCH
 DW0782'MARK DISK SET IN A CONCRETE POST WHICH PROJECTS 10 INCHES
 DW0782'AND IS STAMPED B 30 1933.  THE MARK IS 142 FEET SOUTH OF U.S.
 DW0782'HIGHWAY 60 AND 70 AND 38 FEET NORTH OF THE CENTER OF OLD
 DW0782'HIGHWAY.
 DW0782'
 DW0782'AZIMUTH MARK IS AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 DW0782'
 DW0782'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 DW0782'THE OLD HIGHWAY FOR 0.7 MILE TO THE MARK ON THE RIGHT OR SOUTH
 DW0782'SIDE OF ROAD.
 DW0782'
 DW0782'THE DISTANCE FROM R.M. NO. 1 TO R.M. (BENCH MARK B 30) IS
 DW0782'105.40 FEET.
 DW0782'
 DW0782'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DW0782
 DW0782                          STATION RECOVERY (1962)
 DW0782
 DW0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0782'6.5 MI W FROM QUARTZSITE.
 DW0782'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0782'POST OFFICE AT QUARTZSITE, THENCE 0.2 MILE EAST ALONG OLD
 DW0782'U.S. HIGHWAY 60, 42 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY,
 DW0782'231 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 60 AND 70, 4 FEET
 DW0782'ABOVE THE LEVEL OF THE OLD HIGHWAY, AND IS SET IN TOP OF A
 DW0782'CONCRETE POST PROJECTING 5 INCHES.
 DW0782
 DW0782                          STATION RECOVERY (1965)
 DW0782
 DW0782'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (CCS)
 DW0782'MARK, ALL REFERENCE MARKS AND AZIMUTH MARK RECOVERED AND
 DW0782'DESCRIPTION ADEQUATE
 DW0782
 DW0782                          STATION RECOVERY (1971)
 DW0782
 DW0782'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0782'GENERAL LOCATION ABOUT 6 MILES WEST OF QUARTZITE, ARIZONA
 DW0782'
 DW0782'TO REACH MILEPOST 11, INT. 10, EAST ON THE INT. FOR 0.95
 DW0782'MILES, CONTINUE AHEAD, OFF THE INT. FOR 0.2 MILES AND TO
 DW0782'THE STATION ON THE RIGHT.
 DW0782'
 DW0782'STATION MARK IS A STANDARD USC AND GS TRIANGULATION BRASS
 DW0782'CAP, SET IN THE TOP OF A 12 IN SQUARE, CONCRETE POST, UP
 DW0782'0.7 FT.  STAMPED, LA CHOLLA 1948
 DW0782'
 DW0782'REFERENCE MARKS R.M. NO. 1 IS A STANDARD USC AND GS
 DW0782'REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST,
 DW0782'FLUSH, STAMPED, LA CHOLLA 1948, 33 FT SOUTHEAST OF THE STATION.
 DW0782'
 DW0782'R.M. 2 IS A STANDARD USC AND GS BENCH MARK BRASS CAP, SET
 DW0782'IN A CONCRETE POST, UP 0.9 FT, STAMPED, B 30 1933, 38 FT
 DW0782'NORTH OF THE CENTER OF THE OLD HIGHWAY, 108 FT NORTHEAST OF
 DW0782'THE STATION MARK.
 DW0782'
 DW0782'AZIMUTH MARK IS LOCATED 0.7 MILES EAST OF THE STATION ON THE
 DW0782'OLD HIGHWAY, A STANDARD REFERENCE MARK BRASS CAP, SET IN THE
 DW0782'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, AND STAMPED,
 DW0782'LA CHOLLA 1948.
 DW0782
 DW0782                          STATION RECOVERY (1981)
 DW0782
 DW0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0782'STATION RECOVERED AS DESCRIBED.
 DW0782
 DW0782                          STATION RECOVERY (1981)
 DW0782
 DW0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0782'THE STATION AND RM 1 FOUND AS DECRIBED.
 DW0782'
 DW0782'RM 2 WAS NOT RECOVERED.
 DW0782
 DW0782                          STATION RECOVERY (1981)
 DW0782
 DW0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0782'RECOVERED IN GOOD CONDITION.
 DW0782
 DW0782                          STATION RECOVERY (2008)
 DW0782
 DW0782'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DW0782'STATION, BOTH RMS, AND AZIMUTH MARK ALL RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0779 ***********************************************************************
 DW0779  DESIGNATION -  LA CHOLLA AZ MK
 DW0779  PID         -  DW0779
 DW0779  STATE/COUNTY-  AZ/LA PAZ
 DW0779  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0779
 DW0779                         *CURRENT SURVEY CONTROL
 DW0779  ___________________________________________________________________
 DW0779* NAD 83(1986)-  33 38 40.     (N)    114 19 19.     (W)     SCALED    
 DW0779* NAVD 88     -       359.34   (+/-2cm)    1178.9    (feet)  VERTCON   
 DW0779  ___________________________________________________________________
 DW0779  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DW0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0779
 DW0779.The horizontal coordinates were scaled from a topographic map and have
 DW0779.an estimated accuracy of +/- 6 seconds.
 DW0779
 DW0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0779.The vertical order pertains to the NGVD 29 superseded value.
 DW0779
 DW0779.The geoid height was determined by GEOID03.
 DW0779
 DW0779;                    North         East    Units  Estimated Accuracy
 DW0779;SPC AZ W     -   293,380.      160,310.      MT  (+/- 180 meters Scaled)
 DW0779
 DW0779                          SUPERSEDED SURVEY CONTROL
 DW0779
 DW0779  NGVD 29 (??/??/??)  358.643  (m)         1176.65   (f) ADJUSTED    2 0
 DW0779
 DW0779.Superseded values are not recommended for survey control.
 DW0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0779.See file dsdata.txt to determine how the superseded data were derived.
 DW0779
 DW0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT483259(NAD 83)
 DW0779_MARKER: DZ = AZIMUTH MARK DISK
 DW0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0779_SP_SET: HEADWALL OF BRIDGE
 DW0779_STAMPING: LA CHOLLA 1948
 DW0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0779+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2008
 DW0779
 DW0779  HISTORY     - Date     Condition        Report By
 DW0779  HISTORY     - 1948     MONUMENTED       CGS
 DW0779  HISTORY     - 1962     GOOD             NGS
 DW0779  HISTORY     - 20081102 GOOD             GEOCAC
 DW0779
 DW0779                          STATION DESCRIPTION
 DW0779
 DW0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0779'7.2 MI W FROM QUARTZSITE.
 DW0779'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0779'POST OFFICE AT QUARTZSITE, THENCE 0.9 MILE EAST ALONG OLD
 DW0779'U.S. HIGHWAY 60, SET IN TOP AND CENTER OF THE SOUTH HEADWALL OF
 DW0779'A 10 FOOT CONCRETE BRIDGE, 20 FEET SOUTH OF THE CENTER OF THE
 DW0779'OLD HIGHWAY, AND IS ABOUT 0.5 FEET BELOW THE LEVEL OF THE OLD
 DW0779'HIGHWAY.
 DW0779
 DW0779                          STATION RECOVERY (2008)
 DW0779
 DW0779'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DW0779'SEE REPORT FOR DW0782 LA CHOLLA 11 2 2008
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0783 ***********************************************************************
 DW0783  DESIGNATION -  LA CHOLLA RM 1
 DW0783  PID         -  DW0783
 DW0783  STATE/COUNTY-  AZ/LA PAZ
 DW0783  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0783
 DW0783                         *CURRENT SURVEY CONTROL
 DW0783  ___________________________________________________________________
 DW0783* NAD 83(1986)-  33 38 43.     (N)    114 20 02.     (W)     SCALED    
 DW0783* NAVD 88     -       368.77   (+/-2cm)    1209.9    (feet)  VERTCON   
 DW0783  ___________________________________________________________________
 DW0783  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DW0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0783
 DW0783.The horizontal coordinates were scaled from a topographic map and have
 DW0783.an estimated accuracy of +/- 6 seconds.
 DW0783
 DW0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0783.The vertical order pertains to the NGVD 29 superseded value.
 DW0783
 DW0783.The geoid height was determined by GEOID03.
 DW0783
 DW0783;                    North         East    Units  Estimated Accuracy
 DW0783;SPC AZ W     -   293,480.      159,200.      MT  (+/- 180 meters Scaled)
 DW0783
 DW0783                          SUPERSEDED SURVEY CONTROL
 DW0783
 DW0783  NGVD 29 (??/??/??)  368.069  (m)         1207.57   (f) ADJUSTED    2 0
 DW0783
 DW0783.Superseded values are not recommended for survey control.
 DW0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0783.See file dsdata.txt to determine how the superseded data were derived.
 DW0783
 DW0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT472260(NAD 83)
 DW0783_MARKER: DR = REFERENCE MARK DISK
 DW0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0783_STAMPING: LA CHOLLA NO 1 1948
 DW0783_MARK LOGO: CGS   
 DW0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0783+STABILITY: SURFACE MOTION
 DW0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0783+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0783
 DW0783  HISTORY     - Date     Condition        Report By
 DW0783  HISTORY     - 1948     MONUMENTED       CGS
 DW0783  HISTORY     - 1962     GOOD             NGS
 DW0783  HISTORY     - 1981     GOOD             NGS
 DW0783  HISTORY     - 20090218 GOOD             GEOCAC
 DW0783
 DW0783                          STATION DESCRIPTION
 DW0783
 DW0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0783'6.5 MI W FROM QUARTZSITE.
 DW0783'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0783'OFFICE AT QUARTZSITE, THENCE 0.2 MILE EAST ALONG OLD U.S. HIGHWAY
 DW0783'60, 57.5 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, 246 FEET
 DW0783'SOUTH OF THE CENTER OF HIGHWAY 60 AND 70, 33.5 FEET SOUTHEAST
 DW0783'OF TRIANGULATION STATION LA CHOLLA, ABOUT 3 FEET ABOVE THE LEVEL
 DW0783'OF THE OLD HIGHWAY, AND IS SET IN TOP OF A CONCRETE POST
 DW0783'PROJECTING 1 INCH.
 DW0783
 DW0783                          STATION RECOVERY (1981)
 DW0783
 DW0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0783'RECOVERED IN GOOD CONDITION.
 DW0783
 DW0783                          STATION RECOVERY (2009)
 DW0783
 DW0783'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0872 ***********************************************************************
 DW0872  DESIGNATION -  LA POSA
 DW0872  PID         -  DW0872
 DW0872  STATE/COUNTY-  AZ/LA PAZ
 DW0872  USGS QUAD   -  BOUSE NW (1990)
 DW0872
 DW0872                         *CURRENT SURVEY CONTROL
 DW0872  ___________________________________________________________________
 DW0872* NAD 83(1992)-  33 53 56.23109(N)    114 12 59.25273(W)     ADJUSTED  
 DW0872* NAVD 88     -       269.19   (+/-2cm)     883.2    (feet)  VERTCON   
 DW0872  ___________________________________________________________________
 DW0872  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DW0872  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DW0872  HORZ ORDER  -  SECOND
 DW0872  VERT ORDER  -  THIRD ? (See Below)
 DW0872
 DW0872.The horizontal coordinates were established by classical geodetic methods
 DW0872.and adjusted by the National Geodetic Survey in August 1993.
 DW0872
 DW0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0872.The vertical order pertains to the NGVD 29 superseded value.
 DW0872
 DW0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0872
 DW0872.The geoid height was determined by GEOID03.
 DW0872
 DW0872;                    North         East     Units Scale Factor Converg.
 DW0872;SPC AZ W     -   321,555.360   170,218.012   MT  0.99995627   -0 15 36.6
 DW0872;SPC AZ W     - 1,054,971.65    558,458.04   iFT  0.99995627   -0 15 36.6
 DW0872;UTM  11      - 3,754,440.992   757,396.502   MT  1.00041682   +1 33 11.9
 DW0872
 DW0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0872!SPC AZ W     -   0.99996268  x   0.99995627  =   0.99991895
 DW0872!UTM  11      -   0.99996268  x   1.00041682  =   1.00037948
 DW0872
 DW0872|---------------------------------------------------------------------|
 DW0872| PID    Reference Object                     Distance      Geod. Az  |
 DW0872|                                                           dddmmss.s |
 DW0872| CF0933 LA POSA RM 1                         10.787 METERS 17523     |
 DW0872| CF0932 LA POSA AZ MK                                      1801022.0 |
 DW0872| CF0934 LA POSA RM 2                          8.961 METERS 25157     |
 DW0872|---------------------------------------------------------------------|
 DW0872
 DW0872                          SUPERSEDED SURVEY CONTROL
 DW0872
 DW0872  NAD 83(1986)-  33 53 56.23043(N)    114 12 59.25991(W) AD(       ) 2
 DW0872  NAD 27      -  33 53 56.15300(N)    114 12 56.45200(W) AD(       ) 2
 DW0872  NGVD 29 (07/19/86)  268.56   (m)          881.1    (f) LEVELING    3  
 DW0872
 DW0872.Superseded values are not recommended for survey control.
 DW0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0872.See file dsdata.txt to determine how the superseded data were derived.
 DW0872
 DW0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5739754441(NAD 83)
 DW0872_MARKER: DS = TRIANGULATION STATION DISK
 DW0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0872
 DW0872  HISTORY     - Date     Condition        Report By
 DW0872  HISTORY     - 1949     MONUMENTED       CGS
 DW0872  HISTORY     - 1960     GOOD             AMS
 DW0872  HISTORY     - 1981     GOOD             NGS
 DW0872
 DW0872                          STATION DESCRIPTION
 DW0872
 DW0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0872'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE SOUTH OF PARKER
 DW0872'AND ABOUT 15.5 MILES AIRLINE NORTH OF QUARTZSITE ON THE LA
 DW0872'POSA PLAIN, ALONG THE POWER LINE.  THE STATION MARK PROJECTS
 DW0872'4 INCHES, IS SET 13 PACES EAST OF A ROAD, 10 PACES NORTHEAST
 DW0872'OF POWERLINE POLE NO. 237 AND 6 FEET NORTH-NORTHEAST OF
 DW0872'A WHITE WITNESS POST.  IT IS STAMPED, LA POSA 1949.
 DW0872'
 DW0872'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS SET 13 PACES
 DW0872'EAST OF A ROAD AT THE SAME ELEVATION AS THE STATION MARK.
 DW0872'IT IS STAMPED, LA POSA NO 1 1949.
 DW0872'
 DW0872'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS SET 4 FEET NORTH-NORTHWEST
 DW0872'OF POWERLINE POLE NO. 237.  IT IS THE SAME ELEVATION AS THE
 DW0872'STATION MARK AND IS STAMPED, LA POSA NO 2 1949.
 DW0872'
 DW0872'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 30 PACES NORTH-NORTHWEST
 DW0872'OF POWERLINE POLE NO. 240, 13 PACES EAST OF A ROAD AND 10
 DW0872'FEET NORTH-NORTHEAST OF A WHITE WITNESS POST.  IT IS STAMPED,
 DW0872'LA POSA 1949.
 DW0872'
 DW0872'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE.
 DW0872'GO EAST ON U.S. HIGHWAY 60, 0.1 MILE TO A GRADED ROAD LEFT.
 DW0872'TURN LEFT NORTH, GO 1.5 MILE TO A ROAD RIGHT.  CONTINUE
 DW0872'STRAIGHT AHEAD 3.6 MILES TO A ROAD RIGHT.  TURN RIGHT EAST,
 DW0872'GO 0.5 MILE TO CORRALS AND WINDMILL.  CONTINUE EASTERLY
 DW0872'2.6 MILES TO THE POWERLINE AND A CROSSROAD.  TURN LEFT, NORTH
 DW0872'GO 10.2 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE NORTH
 DW0872'0.4 MILE TO THE STATION ON RIGHT.  A DRIVE STATION.
 DW0872
 DW0872                          STATION RECOVERY (1960)
 DW0872
 DW0872'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960 (DLH)
 DW0872'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DW0872
 DW0872                          STATION RECOVERY (1981)
 DW0872
 DW0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0872'THE STATION, RM 1, RM 2 AND THE AIMUTH MARK WERE RECOVERED AS
 DW0872'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1080 ***********************************************************************
 CG1080  DESIGNATION -  LABOR 2
 CG1080  PID         -  CG1080
 CG1080  STATE/COUNTY-  AZ/PIMA
 CG1080  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1080
 CG1080                         *CURRENT SURVEY CONTROL
 CG1080  ___________________________________________________________________
 CG1080* NAD 83(1992)-  31 48 35.63290(N)    111 00 42.67767(W)     NO CHECK  
 CG1080* NAVD 88     -       915.90   (+/-2cm)    3004.9    (feet)  VERTCON   
 CG1080  ___________________________________________________________________
 CG1080  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CG1080  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG1080  HORZ ORDER  -  THIRD
 CG1080  VERT ORDER  -  THIRD ? (See Below)
 CG1080
 CG1080.The horizontal coordinates were established by classical geodetic methods
 CG1080.and adjusted by the National Geodetic Survey in August 1993.
 CG1080.No horizontal observational check was made to the station.
 CG1080
 CG1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1080.The vertical order pertains to the NGVD 29 superseded value.
 CG1080
 CG1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1080
 CG1080.The geoid height was determined by GEOID03.
 CG1080
 CG1080;                    North         East     Units Scale Factor Converg.
 CG1080;SPC AZ C     -    90,146.211   299,027.467   MT  0.99999048   +0 28 37.0
 CG1080;SPC AZ C     -   295,755.29    981,061.24   iFT  0.99999048   +0 28 37.0
 CG1080;UTM  12      - 3,519,364.701   498,877.936   MT  0.99960002   -0 00 22.5
 CG1080
 CG1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1080!SPC AZ C     -   0.99986084  x   0.99999048  =   0.99985132
 CG1080!UTM  12      -   0.99986084  x   0.99960002  =   0.99946092
 CG1080
 CG1080|---------------------------------------------------------------------|
 CG1080| PID    Reference Object                     Distance      Geod. Az  |
 CG1080|                                                           dddmmss.s |
 CG1080| CH5819 LABOR 2 RM 3                         15.077 METERS 02620     |
 CG1080| CG0546 LABOR                                34.385 METERS 08822     |
 CG1080| CG1081 HIGHWAY 89 STA 1901+0634 2966.95    APPROX. 0.6 KM 1941426.3 |
 CG1080| CH5820 LABOR 2 RM 4                         13.402 METERS 20338     |
 CG1080|---------------------------------------------------------------------|
 CG1080
 CG1080                          SUPERSEDED SURVEY CONTROL
 CG1080
 CG1080  NAD 83(1986)-  31 48 35.62630(N)    111 00 42.67353(W) AD(       ) 3
 CG1080  NAD 27      -  31 48 35.31994(N)    111 00 40.34564(W) AD(       ) 3
 CG1080  NGVD 29 (07/19/86)  915.14   (m)         3002.4    (f) LEVELING    3  
 CG1080
 CG1080.Superseded values are not recommended for survey control.
 CG1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1080.See file dsdata.txt to determine how the superseded data were derived.
 CG1080
 CG1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9887819365(NAD 83)
 CG1080_MARKER: DS = TRIANGULATION STATION DISK
 CG1080_SETTING: 0 = UNSPECIFIED SETTING
 CG1080
 CG1080  HISTORY     - Date     Condition        Report By
 CG1080  HISTORY     - 1976     MONUMENTED       NGS
 CG1080
 CG1080                          STATION DESCRIPTION
 CG1080
 CG1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CN)
 CG1080'THE STATION IS LOCATED ON A HILL ABOUT 10 MILES SOUTH OF
 CG1080'SAHUARITA AND ABOUT 6-1/2 MILES NORTH OF AMADO ALONG THE WEST,
 CG1080'RIGHT OF WAY FENCELINE OF INTERSTATE HWY. 10 WHICH IS UNDER
 CG1080'CONSTRUCTION AT THIS TIME.
 CG1080'
 CG1080'THE STATION MARK IS A STANDARD DISK STAMPED LABOR 2 1976 AND IS
 CG1080'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CG1080'4 INCHES.  IT IS 6 FEET WEST OF THE WEST RIGHT OF WAY FENCELINE
 CG1080'AND 3 FEET EAST OF THE WITNESS POST.
 CG1080'
 CG1080'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, LABOR 2 NO 3 1976
 CG1080'AND IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 CG1080'PROJECTS 2 INCHES.  IT IS 3 FEET WEST OF THE WEST FENCELINE
 CG1080'AND ABOUT 3 FEET LOWER THAN THE STATION.
 CG1080'
 CG1080'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LABOR 2 NO 4 1976
 CG1080'AND IS 4 FEET WEST OF THE FENCELINE ABOUT 1-1/2 FEET LOWER
 CG1080'THAN THE STATION.
 CG1080'
 CG1080'THE AZIMUTH MARK IS AN AHD DISK STAMPED 2966-95 1901-0634 53
 CG1080'AND IS SET IN A DRILL HOLE IN THE WEST HEADWALL OF A BRIDGE ON
 CG1080'HWY. 89, 21 FEET WEST OF THE CENTER OF U.S. 89 AND 4 FEET SOUTH
 CG1080'OF THE END OF THE GUARD RAIL.
 CG1080'
 CG1080'TO REACH THE STATION FROM THE POST OFFICE IN AMADO, GO NORTH ALONG
 CG1080'I-10 ABOUT 6.2 MILES TO THE TOP OF A HILL AND THE STATION ON THE
 CG1080'WEST SIDE OF THE HIGHWAY.
 CG1080'
 CG1080'NOTE--I-10 IS UNDER CONSTRUCTION AT THIS TIME AND THE ROUTE TO
 CG1080'THE STATION IS ONLY APPROXIMATE.
 CG1080'
 CG1080'NEAREST TOWN--AMADO.
 CG1080'
 CG1080'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0545 ***********************************************************************
 CG0545  DESIGNATION -  LABOR RM 1
 CG0545  PID         -  CG0545
 CG0545  STATE/COUNTY-  AZ/PIMA
 CG0545  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0545
 CG0545                         *CURRENT SURVEY CONTROL
 CG0545  ___________________________________________________________________
 CG0545* NAD 83(1986)-  31 48 35.     (N)    111 00 41.     (W)     SCALED    
 CG0545* NAVD 88     -       916.07   (+/-2cm)    3005.5    (feet)  VERTCON   
 CG0545  ___________________________________________________________________
 CG0545  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0545
 CG0545.The horizontal coordinates were scaled from a topographic map and have
 CG0545.an estimated accuracy of +/- 6 seconds.
 CG0545
 CG0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0545.The vertical order pertains to the NGVD 29 superseded value.
 CG0545
 CG0545.The geoid height was determined by GEOID03.
 CG0545
 CG0545;                    North         East    Units  Estimated Accuracy
 CG0545;SPC AZ C     -    90,130.      299,070.      MT  (+/- 180 meters Scaled)
 CG0545
 CG0545                          SUPERSEDED SURVEY CONTROL
 CG0545
 CG0545  NGVD 29 (??/??/92)  915.307  (m)         3002.97   (f) ADJ UNCH    2 0
 CG0545
 CG0545.Superseded values are not recommended for survey control.
 CG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0545.See file dsdata.txt to determine how the superseded data were derived.
 CG0545
 CG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA989193(NAD 83)
 CG0545_MARKER: DR = REFERENCE MARK DISK
 CG0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0545_STAMPING: LABOR NO 1 1959
 CG0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0545+STABILITY: SURFACE MOTION
 CG0545
 CG0545  HISTORY     - Date     Condition        Report By
 CG0545  HISTORY     - 1959     MONUMENTED       CGS
 CG0545  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0545
 CG0545                          STATION DESCRIPTION
 CG0545
 CG0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0545'6.5 MI N FROM AMADO.
 CG0545'6.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0545'THENCE WEST ABOUT 0.05 MILE TO THE SUMMIT OF THE HILL, 31.3 FEET
 CG0545'SOUTHWEST OF THE WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST
 CG0545'THAT PROJECTS 4 INCHES.
 CG0545
 CG0545                          STATION RECOVERY (1980)
 CG0545
 CG0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0545'NOT RECOVERED BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0545'HIGHWAY I-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0547 ***********************************************************************
 CG0547  DESIGNATION -  LABOR RM 2
 CG0547  PID         -  CG0547
 CG0547  STATE/COUNTY-  AZ/PIMA
 CG0547  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0547
 CG0547                         *CURRENT SURVEY CONTROL
 CG0547  ___________________________________________________________________
 CG0547* NAD 83(1986)-  31 48 35.     (N)    111 00 41.     (W)     SCALED    
 CG0547* NAVD 88     -       915.71   (+/-2cm)    3004.3    (feet)  VERTCON   
 CG0547  ___________________________________________________________________
 CG0547  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0547
 CG0547.The horizontal coordinates were scaled from a topographic map and have
 CG0547.an estimated accuracy of +/- 6 seconds.
 CG0547
 CG0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0547.The vertical order pertains to the NGVD 29 superseded value.
 CG0547
 CG0547.The geoid height was determined by GEOID03.
 CG0547
 CG0547;                    North         East    Units  Estimated Accuracy
 CG0547;SPC AZ C     -    90,130.      299,070.      MT  (+/- 180 meters Scaled)
 CG0547
 CG0547                          SUPERSEDED SURVEY CONTROL
 CG0547
 CG0547  NGVD 29 (??/??/92)  914.950  (m)         3001.80   (f) ADJ UNCH    2 0
 CG0547
 CG0547.Superseded values are not recommended for survey control.
 CG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0547.See file dsdata.txt to determine how the superseded data were derived.
 CG0547
 CG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA989193(NAD 83)
 CG0547_MARKER: DR = REFERENCE MARK DISK
 CG0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0547_STAMPING: LABOR NO 2 1959
 CG0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0547+STABILITY: SURFACE MOTION
 CG0547
 CG0547  HISTORY     - Date     Condition        Report By
 CG0547  HISTORY     - 1959     MONUMENTED       CGS
 CG0547  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0547
 CG0547                          STATION DESCRIPTION
 CG0547
 CG0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0547'6.5 MI N FROM AMADO.
 CG0547'6.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0547'THENCE WEST ABOUT 0.05 MILE TO THE SUMMIT OF THE HILL, 37.3 FEET
 CG0547'NORTHWEST OF THE WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST
 CG0547'THAT PROJECTS 6 INCHES.
 CG0547
 CG0547                          STATION RECOVERY (1980)
 CG0547
 CG0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0547'NOT RECOVERED BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE
 CG0547'HIGHWAY I-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0963 ***********************************************************************
 ET0963  DESIGNATION -  LADY
 ET0963  PID         -  ET0963
 ET0963  STATE/COUNTY-  AZ/YAVAPAI
 ET0963  USGS QUAD   -  CONGRESS (1969)
 ET0963
 ET0963                         *CURRENT SURVEY CONTROL
 ET0963  ___________________________________________________________________
 ET0963* NAD 83(1992)-  34 10 49.31431(N)    112 49 00.04139(W)     ADJUSTED  
 ET0963* NAVD 88     -       966.4    (meters)    3171.     (feet)  VERTCON   
 ET0963  ___________________________________________________________________
 ET0963  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 ET0963  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 ET0963  HORZ ORDER  -  SECOND
 ET0963
 ET0963.The horizontal coordinates were established by classical geodetic methods
 ET0963.and adjusted by the National Geodetic Survey in August 1993.
 ET0963
 ET0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0963
 ET0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0963
 ET0963.The geoid height was determined by GEOID03.
 ET0963
 ET0963;                    North         East     Units Scale Factor Converg.
 ET0963;SPC AZ C     -   353,024.760   130,395.806   MT  0.99998482   -0 30 20.4
 ET0963;SPC AZ C     - 1,158,217.72    427,807.76   iFT  0.99998482   -0 30 20.4
 ET0963;UTM  12      - 3,783,646.231   332,578.692   MT  0.99994553   -1 01 15.0
 ET0963
 ET0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0963!SPC AZ C     -   0.99985282  x   0.99998482  =   0.99983765
 ET0963!UTM  12      -   0.99985282  x   0.99994553  =   0.99979836
 ET0963
 ET0963|---------------------------------------------------------------------|
 ET0963| PID    Reference Object                     Distance      Geod. Az  |
 ET0963|                                                           dddmmss.s |
 ET0963| CH2628 LADY RM 1                            10.821 METERS 00615     |
 ET0963| ET0967 GEORGE                              APPROX. 3.2 KM 2331308.8 |
 ET0963| CH2629 LADY RM 2                            10.745 METERS 27734     |
 ET0963|---------------------------------------------------------------------|
 ET0963
 ET0963                          SUPERSEDED SURVEY CONTROL
 ET0963
 ET0963  NAD 83(1986)-  34 10 49.31301(N)    112 49 00.04438(W) AD(       ) 2
 ET0963  NAD 27      -  34 10 49.21747(N)    112 48 57.38778(W) AD(       ) 2
 ET0963  NGVD 29 (07/19/86)  965.6    (m)         3168.     (f) VERT ANG    3  
 ET0963
 ET0963.Superseded values are not recommended for survey control.
 ET0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0963.See file dsdata.txt to determine how the superseded data were derived.
 ET0963
 ET0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3257983646(NAD 83)
 ET0963
 ET0963  HISTORY     - Date     Condition        Report By
 ET0963  HISTORY     - 1964     MONUMENTED       AZHD
 ET0963  HISTORY     - 1969     GOOD             USGS
 ET0963  HISTORY     - 1980     GOOD             AZDT
 ET0963
 ET0963                          STATION DESCRIPTION
 ET0963
 ET0963'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0963'LOCATED ABOUT 5.0 MI. SW. OF YARNELL.  5.0 MI. WNW. OF STANTON.  2.0
 ET0963'MI. NE. OF CONGRESS.  ON A LOW, FLAT RIDGE ABOUT 2600 FT. E. OF
 ET0963'U.S. HIGHWAY 89 AND 200 FT. N. OF A FENCE LINE (EW.).
 ET0963'
 ET0963'TO REACH FROM CONGRESS POST OFFICE, DRIVE E. ON ARIZONA STATE HIGHWAY
 ET0963'NO. 71, 0.5 MI. TO JUNCTION OF U.S. HIGHWAY 89.  TURN LEFT (NE.) FOR
 ET0963'1.7 MI. TO MAIN DIRT RD. TO RIGHT, SIGN STANTON OCTAVE.  TURN RIGHT
 ET0963'FOR 0.6 MI. TO TRACK RD..  TURN RIGHT FOR 0.2 MI. TO END OF TRAIL
 ET0963'AND STATION MARK.
 ET0963'
 ET0963'STATION MARK--ARIZONA HIGHWAY DEPARTMENT BRASS CAP STAMPED ARIZONA
 ET0963'HIGHWAY DEPT P AND M T LADY 1964, SET IN CONCRETE POST.
 ET0963
 ET0963                          STATION RECOVERY (1980)
 ET0963
 ET0963'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0963'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0509 ***********************************************************************
 ER0509  DESIGNATION -  LAG
 ER0509  PID         -  ER0509
 ER0509  STATE/COUNTY-  AZ/APACHE
 ER0509  USGS QUAD   -  VERNON (1971)
 ER0509
 ER0509                         *CURRENT SURVEY CONTROL
 ER0509  ___________________________________________________________________
 ER0509* NAD 83(1992)-  34 22 04.50814(N)    109 41 51.37149(W)     ADJUSTED  
 ER0509* NAVD 88     -      1996.9    (meters)    6551.     (feet)  VERTCON   
 ER0509  ___________________________________________________________________
 ER0509  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 ER0509  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 ER0509  HORZ ORDER  -  SECOND
 ER0509
 ER0509.The horizontal coordinates were established by classical geodetic methods
 ER0509.and adjusted by the National Geodetic Survey in August 1993.
 ER0509
 ER0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0509
 ER0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0509
 ER0509.The geoid height was determined by GEOID03.
 ER0509
 ER0509;                    North         East     Units Scale Factor Converg.
 ER0509;SPC AZ E     -   373,561.130   256,502.469   MT  0.99992294   +0 15 53.3
 ER0509;SPC AZ E     - 1,225,594.26    841,543.53   iFT  0.99992294   +0 15 53.3
 ER0509;UTM  12      - 3,803,719.747   619,756.276   MT  0.99977678   +0 44 07.1
 ER0509
 ER0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0509!SPC AZ E     -   0.99969029  x   0.99992294  =   0.99961325
 ER0509!UTM  12      -   0.99969029  x   0.99977678  =   0.99946714
 ER0509
 ER0509|---------------------------------------------------------------------|
 ER0509| PID    Reference Object                     Distance      Geod. Az  |
 ER0509|                                                           dddmmss.s |
 ER0509| CD3088 LAG RM 1                             12.927 METERS 04627     |
 ER0509| ER0503 CONCHO                              APPROX. 8.8 KM 0561754.0 |
 ER0509| CD3089 LAG RM 2                             12.837 METERS 22603     |
 ER0509|---------------------------------------------------------------------|
 ER0509
 ER0509                          SUPERSEDED SURVEY CONTROL
 ER0509
 ER0509  NAD 83(1986)-  34 22 04.50609(N)    109 41 51.37931(W) AD(       ) 2
 ER0509  NAD 27      -  34 22 04.37130(N)    109 41 48.99612(W) AD(       ) 2
 ER0509  NGVD 29 (07/19/86) 1996.0    (m)         6549.     (f) VERT ANG    3  
 ER0509
 ER0509.Superseded values are not recommended for survey control.
 ER0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0509.See file dsdata.txt to determine how the superseded data were derived.
 ER0509
 ER0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1975603720(NAD 83)
 ER0509_MARKER: DD = SURVEY DISK
 ER0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0509+STABILITY: SURFACE MOTION
 ER0509
 ER0509  HISTORY     - Date     Condition        Report By
 ER0509  HISTORY     - 1979     MONUMENTED       AZDT
 ER0509
 ER0509                          STATION DESCRIPTION
 ER0509
 ER0509'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0509'THE STATION IS LOCATED ABOUT 9 1/2 MILES SOUTHWEST OF CONCHO ALONG
 ER0509'ARIZONA HIGHWAY 61.
 ER0509'
 ER0509'THE STATION MARK IS AN ADOT DISK STAMPED---LAG 1979---IT IS SET IN TOP
 ER0509'OF A 10 INCH CONCRETE MONUMENT 70 FEET SOUTH OF CNETERLINE OF SR 61.
 ER0509'
 ER0509'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---LAG RM 1 1979---IT IS SET
 ER0509'IN TOP OF A CONCRETE MONUMENT WHICH IS 70 FEET SOUTH OF THE CENTERLINE
 ER0509'OF SR 61.
 ER0509'
 ER0509'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---LAG RM 2 1979---IT IS SET
 ER0509'IN TOP OF A CONCRETE MONUMENT WHICH IS 70 FEET SOUTH OF THE CENTERLINE
 ER0509'OF THE ROAD.
 ER0509'
 ER0509'TO REACH THE STATION FROM SHOW LOW TRAVEL EAST ALONG US HIGHWAY 60 FOR
 ER0509'11 MILES TO JUNCTION WITH SR 61.  TRAVEL NE ALONG 61 FOR 9.9 MILES TO
 ER0509'MILE POST 362.9 AND STATION ON LEFT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1281 ***********************************************************************
 DB1281  DESIGNATION -  LAGUNA
 DB1281  PID         -  DB1281
 DB1281  STATE/COUNTY-  AZ/YUMA
 DB1281  USGS QUAD   -  LAGUNA DAM (1979)
 DB1281
 DB1281                         *CURRENT SURVEY CONTROL
 DB1281  ___________________________________________________________________
 DB1281* NAD 83(1992)-  32 49 22.73992(N)    114 29 37.39051(W)     ADJUSTED  
 DB1281* NAVD 88     -        46.0    (meters)     151.     (feet)  VERTCON   
 DB1281  ___________________________________________________________________
 DB1281  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 DB1281  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DB1281  HORZ ORDER  -  SECOND
 DB1281
 DB1281.The horizontal coordinates were established by classical geodetic methods
 DB1281.and adjusted by the National Geodetic Survey in August 1993.
 DB1281
 DB1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1281
 DB1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1281
 DB1281.The geoid height was determined by GEOID03.
 DB1281
 DB1281;                    North         East     Units Scale Factor Converg.
 DB1281;SPC AZ W     -   202,373.574   143,722.386   MT  0.99999311   -0 24 11.3
 DB1281;SPC AZ W     -   663,955.30    471,530.14   iFT  0.99999311   -0 24 11.3
 DB1281;SPC CA 6     -   574,172.407 2,164,448.193   MT  0.99999364   +0 57 54.4
 DB1281;SPC CA 6     - 1,883,763.97  7,101,193.78   sFT  0.99999364   +0 57 54.4
 DB1281;UTM  11      - 3,634,445.752   734,623.774   MT  1.00027882   +1 21 32.9
 DB1281
 DB1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1281!SPC AZ W     -   0.99999805  x   0.99999311  =   0.99999116
 DB1281!SPC CA 6     -   0.99999805  x   0.99999364  =   0.99999169
 DB1281!UTM  11      -   0.99999805  x   1.00027882  =   1.00027687
 DB1281
 DB1281|---------------------------------------------------------------------|
 DB1281| PID    Reference Object                     Distance      Geod. Az  |
 DB1281|                                                           dddmmss.s |
 DB1281| CF0947 LAGUNA RM 1                          25.264 METERS 11717     |
 DB1281| CF0948 LAGUNA RM 2                          21.233 METERS 20000     |
 DB1281| CF0946 LAGUNA AZ MK                                       3115408.2 |
 DB1281|---------------------------------------------------------------------|
 DB1281
 DB1281                          SUPERSEDED SURVEY CONTROL
 DB1281
 DB1281  NAD 83(1986)-  32 49 22.74593(N)    114 29 37.39675(W) AD(       ) 2
 DB1281  NAD 27      -  32 49 22.58936(N)    114 29 34.58030(W) AD(       ) 2
 DB1281  NGVD 29 (07/19/86)   45.3    (m)          149.     (f) VERT ANG    3  
 DB1281
 DB1281.Superseded values are not recommended for survey control.
 DB1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1281.See file dsdata.txt to determine how the superseded data were derived.
 DB1281
 DB1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3462434446(NAD 83)
 DB1281_MARKER: DS = TRIANGULATION STATION DISK
 DB1281_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DB1281+WITH SETTING: PAVEMENT
 DB1281
 DB1281  HISTORY     - Date     Condition        Report By
 DB1281  HISTORY     - 1964     MONUMENTED       CGS
 DB1281
 DB1281                          STATION DESCRIPTION
 DB1281
 DB1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1281'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF YUMA, 5 MILES
 DB1281'SOUTHWEST OF THE YUMA PROVING GROUNDS HEADQUARTERS, NEAR THE
 DB1281'CENTER OF LAGUNA DAM AND 23 FEET EAST OF THE SEVENTH OLD STEEL
 DB1281'(RAILROAD-RAIL) TELEPHONE POLE FROM THE WEST END OF THE DAM.
 DB1281'(TELEPHONE LINE IS NOW ABANDONED.)
 DB1281'
 DB1281'TO REACH THE STATION FROM THE WEST LOCKED GATE OF LAGUNA DAM
 DB1281'GO SOUTHEAST, CROSSING BRIDGE OVER SPILLWAY GATES, FOR 0.05 MILE
 DB1281'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT,
 DB1281'THENCE RIGHT DOWN ON TO TOP OF ROCK AND CONCRETE WEIR AND GO
 DB1281'SOUTHEAST ALONG THE TOP OF THE WEIR FOR 0.5 MILE TO THE STATION
 DB1281'AS DESCRIBED.  (EXTREME CARE SHOULD BE TAKEN WHEN DRIVING ACROSS
 DB1281'TOP OF WEIR AS WATER OVERFLOWS QUITE BRISKLY IN SEVERAL PLACES
 DB1281'AND IT IS VERY SLICK WHERE THE CONCRETE IS COVERED WITH MOSS.)
 DB1281'
 DB1281'THE STATION MARK IS A STANDARD DISK STAMPED LAGUNA 1964, CEMENTED
 DB1281'IN A DRILL HOLE IN THE CONCRETE WEIR AND SET FLUSH WITH THE
 DB1281'CONCRETE SLAB.  IT IS 28 FEET SOUTHWEST OF THE NORTHEAST EDGE
 DB1281'OF THE CONCRETE WEIR.
 DB1281'
 DB1281'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LAGUNA NO 1
 DB1281'1964, CEMENTED IN A DRILL HOLE IN THE CONCRETE WEIR AND IS
 DB1281'SET FLUSH WITH THE CONCRETE SLAB.  IT IS 2.3 FEET SOUTHWEST OF
 DB1281'THE NORTHEAST EDGE OF THE CONCRETE WEIR.
 DB1281'
 DB1281'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LAGUNA NO 2
 DB1281'1964, CEMENTED IN A DRILL HOLE IN THE CONCRETE WEIR AND IS SET
 DB1281'FLUSH WITH THE CONCRETE SLAB.  IT IS 91 FEET SOUTHWEST OF THE
 DB1281'NORTHEAST EDGE OF THE CONCRETE WEIR AND 76 FEET SOUTH OF AN OLD
 DB1281'STEEL (RAILROAD-RAIL) TELEPHONE POLE.
 DB1281'
 DB1281'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAGUNA 1964, CEMENTED
 DB1281'IN A DRILL HOLE AND SET FLUSH WITH A CONCRETE FOUNDATION.  IT
 DB1281'IS 112 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE STRUCTURE
 DB1281'WHICH SUPPORTS THREE SPILLWAY GATES, 3.9 FEET WEST OF THE EAST
 DB1281'EDGE OF A CONCRETE FOUNDATION, AND 3 FEET EAST OF THE EAST
 DB1281'CORNER OF A CONCRETE BUILDING.
 DB1281'
 DB1281'R.M. 1 TO R.M. 2 IS 101.41 FEET OR (30.910 METERS).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0927 ***********************************************************************
 ET0927  DESIGNATION -  LAIRD
 ET0927  PID         -  ET0927
 ET0927  STATE/COUNTY-  AZ/MARICOPA
 ET0927  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0927
 ET0927                         *CURRENT SURVEY CONTROL
 ET0927  ___________________________________________________________________
 ET0927* NAD 83(1992)-  34 00 55.26630(N)    112 05 25.20798(W)     ADJUSTED  
 ET0927* NAVD 88     -       934.6    (meters)    3066.     (feet)  VERTCON   
 ET0927  ___________________________________________________________________
 ET0927  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 ET0927  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 ET0927  HORZ ORDER  -  SECOND
 ET0927
 ET0927.The horizontal coordinates were established by classical geodetic methods
 ET0927.and adjusted by the National Geodetic Survey in August 1993.
 ET0927
 ET0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0927
 ET0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0927
 ET0927.The geoid height was determined by GEOID03.
 ET0927
 ET0927;                    North         East     Units Scale Factor Converg.
 ET0927;SPC AZ C     -   334,370.133   197,320.119   MT  0.99990317   -0 05 49.8
 ET0927;SPC AZ C     - 1,097,014.87    647,375.72   iFT  0.99990317   -0 05 49.8
 ET0927;UTM  12      - 3,764,394.061   399,325.700   MT  0.99972494   -0 36 36.0
 ET0927
 ET0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0927!SPC AZ C     -   0.99985772  x   0.99990317  =   0.99976090
 ET0927!UTM  12      -   0.99985772  x   0.99972494  =   0.99958270
 ET0927
 ET0927|---------------------------------------------------------------------|
 ET0927| PID    Reference Object                     Distance      Geod. Az  |
 ET0927|                                                           dddmmss.s |
 ET0927| CH2630 LAIRD RM 1                           14.613 METERS 05740     |
 ET0927| ET0928 HI                                  APPROX. 4.8 KM 2841605.5 |
 ET0927| CH2631 LAIRD RM 2                           15.550 METERS 34030     |
 ET0927|---------------------------------------------------------------------|
 ET0927
 ET0927                          SUPERSEDED SURVEY CONTROL
 ET0927
 ET0927  NAD 83(1986)-  34 00 55.26034(N)    112 05 25.21100(W) AD(       ) 2
 ET0927  NAD 27      -  34 00 55.13110(N)    112 05 22.64540(W) AD(       ) 2
 ET0927  NGVD 29 (07/19/86)  934.0    (m)         3064.     (f) VERT ANG    3  
 ET0927
 ET0927.Superseded values are not recommended for survey control.
 ET0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0927.See file dsdata.txt to determine how the superseded data were derived.
 ET0927
 ET0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9932664394(NAD 83)
 ET0927_MARKER: DS = TRIANGULATION STATION DISK
 ET0927_SETTING: 66 = SET IN ROCK OUTCROP
 ET0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0927+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 ET0927
 ET0927  HISTORY     - Date     Condition        Report By
 ET0927  HISTORY     - 1959     MONUMENTED       CGS
 ET0927  HISTORY     - 1972     GOOD             AZHD
 ET0927  HISTORY     - 20080915 GOOD             GEOCAC
 ET0927
 ET0927                          STATION DESCRIPTION
 ET0927
 ET0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0927'THE STATION IS ABOUT 5 MILES SOUTHEAST OF BLACK CANYON, 4 MILES
 ET0927'EAST OF ARIZONA STATE HIGHWAY 69, 2 MILES NORTH OF A WINDMILL
 ET0927'AND WATER TANKS, 1 MILE EAST OF A MAN MADE WATER HOLE, 400 YARDS
 ET0927'WEST OF A BLADED ROAD, ON A LOW, SHARP, ROCKY POINT AT THE SOUTH
 ET0927'END OF A LOW RIDGE WHICH RUNS IN A NORTH-SOUTH DIRECTION.
 ET0927'
 ET0927'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON, GO
 ET0927'SOUTH ON STATE HIGHWAY 69 FOR 1.5 MILES TO ROCK SPRINGS.  CONTINUE
 ET0927'SOUTH ON THE HIGHWAY FOR 3.6 MILES TO A ROAD AND METAL GATE
 ET0927'ON THE LEFT, EAST, 0.3 MILE NORTH OF MILE POST 238.  TURN LEFT,
 ET0927'PASSING THROUGH THE GATE, AND GO EAST ON A ROCKY ROAD UP A DRY
 ET0927'WASH FOR 2.1 MILES TO A WINDMILL AND WATER TANKS.  CONTINUE
 ET0927'UP THE WASH 0.2 MILE TO A T-ROAD ON THE LEFT, NORTH, TURN LEFT
 ET0927'AND FOLLOW THE BLADED ROAD NORTH 2.45 MILES TO WHERE THE ROAD
 ET0927'GOES OVER A LOW RIDGE AND THE END OF TRUCK TRAVEL.  PACK IN
 ET0927'A SOUTHERLY DIRECTION DOWN THE RIDGE FOR ABOUT 0.5 MILE TO
 ET0927'THE LAST POINT OF ROCKS AND THE STATION.
 ET0927'
 ET0927'THE STATION IS A STANDARD DISK, STAMPED LAIRD 1958, CEMENTED
 ET0927'IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND
 ET0927'AND 15.0 FEET NORTH OF A CAIRN WITH A WITNESS POST PLACED IN
 ET0927'THE CENTER.
 ET0927'
 ET0927'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAIRD NO 1 1958,
 ET0927'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH PROJECTS
 ET0927'ABOUT 2 FEET AND 52.0 FEET NORTH OF THE WITNESS POST.
 ET0927'
 ET0927'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAIRD NO 2 1958,
 ET0927'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES AND
 ET0927'6 FEET LOWER THAN THE STATION ELEVATION.  IT IS 66.0 FEET NORTH
 ET0927'OF THE WITNESS POST.
 ET0927'
 ET0927'TRIANGULATION STATION HI CAN BE USED FOR AN AZIMUTH MARK.
 ET0927'(SEE THE DESCRIPTION THEREOF)
 ET0927
 ET0927                          STATION RECOVERY (1972)
 ET0927
 ET0927'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET0927'GENERAL LOCATION-IS 5 MI SE OF BLACK CANYON AND 4 MILES E
 ET0927'OF I-17.
 ET0927'
 ET0927'TO REACH-(AS DESCRIBED) EXCEPT HWY 69 IS NOW I-17 AND THE DRY
 ET0927'WASH IS NAMED MOORE GULCH.
 ET0927'
 ET0927'STATION MARK-USC AND GS LAIRD 1959
 ET0927'
 ET0927'REFERENCE MARKS-IN AND GOOD
 ET0927'
 ET0927'AZIMUTH MARK-NONE
 ET0927
 ET0927                          STATION RECOVERY (2008)
 ET0927
 ET0927'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0927'RECOVERED STATION LAIRD ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 ET0927'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0850 ***********************************************************************
 FR0850  DESIGNATION -  LAKE
 FR0850  PID         -  FR0850
 FR0850  STATE/COUNTY-  AZ/COCONINO
 FR0850  USGS QUAD   -  HOWARD LAKE (1989)
 FR0850
 FR0850                         *CURRENT SURVEY CONTROL
 FR0850  ___________________________________________________________________
 FR0850* NAD 83(1992)-  35 30 19.96074(N)    112 10 26.14183(W)     ADJUSTED  
 FR0850* NAVD 88     -      1886.8    (meters)    6190.     (feet)  VERTCON   
 FR0850  ___________________________________________________________________
 FR0850  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 FR0850  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FR0850  HORZ ORDER  -  SECOND
 FR0850
 FR0850.The horizontal coordinates were established by classical geodetic methods
 FR0850.and adjusted by the National Geodetic Survey in August 1993.
 FR0850
 FR0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0850
 FR0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0850
 FR0850.The geoid height was determined by GEOID03.
 FR0850
 FR0850;                    North         East     Units Scale Factor Converg.
 FR0850;SPC AZ C     -   499,686.795   190,022.722   MT  0.99990671   -0 08 57.9
 FR0850;SPC AZ C     - 1,639,392.37    623,434.13   iFT  0.99990671   -0 08 57.9
 FR0850;UTM  12      - 3,929,741.869   393,537.676   MT  0.99973967   -0 40 54.7
 FR0850
 FR0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0850!SPC AZ C     -   0.99970763  x   0.99990671  =   0.99961436
 FR0850!UTM  12      -   0.99970763  x   0.99973967  =   0.99944737
 FR0850
 FR0850|---------------------------------------------------------------------|
 FR0850| PID    Reference Object                     Distance      Geod. Az  |
 FR0850|                                                           dddmmss.s |
 FR0850| CH2632 LAKE RM 1                            13.483 METERS 00443     |
 FR0850| FR0849 QUIVER                              APPROX. 3.8 KM 0135246.3 |
 FR0850| CH2633 LAKE RM 2                            13.631 METERS 18400     |
 FR0850|---------------------------------------------------------------------|
 FR0850
 FR0850                          SUPERSEDED SURVEY CONTROL
 FR0850
 FR0850  NAD 83(1986)-  35 30 19.95871(N)    112 10 26.13731(W) AD(       ) 2
 FR0850  NAD 27      -  35 30 19.94882(N)    112 10 23.54430(W) AD(       ) 2
 FR0850  NGVD 29 (07/19/86) 1885.9    (m)         6187.     (f) VERT ANG    3  
 FR0850
 FR0850.Superseded values are not recommended for survey control.
 FR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0850.See file dsdata.txt to determine how the superseded data were derived.
 FR0850
 FR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9353829742(NAD 83)
 FR0850_MARKER: DD = SURVEY DISK
 FR0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0850+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0850
 FR0850  HISTORY     - Date     Condition        Report By
 FR0850  HISTORY     - 1975     MONUMENTED       AZDT
 FR0850  HISTORY     - 20000715 GOOD             AZDT
 FR0850
 FR0850                          STATION DESCRIPTION
 FR0850
 FR0850'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0850'THE STATION IS ABOUT 17.5 MILES NORTH OF WILLIAMS ALONG THE WEST
 FR0850'RIGHT-OF-WAY OF ARIZONA HIGHWAY 64.
 FR0850'
 FR0850'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED LAKE 1975
 FR0850'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 FR0850'IS 95 FEET WEST OF ARIZONA HIGHWAY 64 CENTERLINE, 4 FEET EAST OF
 FR0850'RIGHT-OF-WAY FENCE AND 2.4 FEET EAST OF A WITNESS POST AND SIGN.
 FR0850'
 FR0850'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED LAKE
 FR0850'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 FR0850'MARK IS 96 FEET WEST OF CENTERLINE OF HIGHWAY 64 AND 4 FEET EAST
 FR0850'OF RIGHT-OF-WAY FENCE.
 FR0850'
 FR0850'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED LAKE
 FR0850'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 96
 FR0850'FEET WEST OF CENTERLINE OF HIGHWAY 64 AND 4 FEET EAST OF A
 FR0850'RIGHT-OF-WAY FENCE.
 FR0850'
 FR0850'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND ARIZONA
 FR0850'HIGHWAY 64, 2 MILES EAST OF WILLIAMS, GO NORTH ON HIGHWAY 64 TO
 FR0850'MILE POST 203.15 (0.21 MILES NORTH OF ROAD LEADING TO HOWARD LAKE)
 FR0850'AND THE STATION IN THE WEST RIGHT-OF-WAY.
 FR0850'
 FR0850'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0850
 FR0850                          STATION RECOVERY (2000)
 FR0850
 FR0850'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0513 ***********************************************************************
 ER0513  DESIGNATION -  LAKE
 ER0513  PID         -  ER0513
 ER0513  STATE/COUNTY-  AZ/APACHE
 ER0513  USGS QUAD   -  CONCHO LAKE (1984)
 ER0513
 ER0513                         *CURRENT SURVEY CONTROL
 ER0513  ___________________________________________________________________
 ER0513* NAD 83(1992)-  34 26 47.95170(N)    109 37 55.92189(W)     ADJUSTED  
 ER0513* NAVD 88     -      1931.9    (meters)    6338.     (feet)  VERTCON   
 ER0513  ___________________________________________________________________
 ER0513  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 ER0513  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ER0513  HORZ ORDER  -  SECOND
 ER0513
 ER0513.The horizontal coordinates were established by classical geodetic methods
 ER0513.and adjusted by the National Geodetic Survey in August 1993.
 ER0513
 ER0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0513
 ER0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0513
 ER0513.The geoid height was determined by GEOID03.
 ER0513
 ER0513;                    North         East     Units Scale Factor Converg.
 ER0513;SPC AZ E     -   382,324.114   262,471.953   MT  0.99992972   +0 18 08.4
 ER0513;SPC AZ E     - 1,254,344.21    861,128.45   iFT  0.99992972   +0 18 08.4
 ER0513;UTM  12      - 3,812,530.266   625,652.697   MT  0.99979461   +0 46 25.6
 ER0513
 ER0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0513!SPC AZ E     -   0.99970051  x   0.99992972  =   0.99963025
 ER0513!UTM  12      -   0.99970051  x   0.99979461  =   0.99949518
 ER0513
 ER0513|---------------------------------------------------------------------|
 ER0513| PID    Reference Object                     Distance      Geod. Az  |
 ER0513|                                                           dddmmss.s |
 ER0513| CD3093 LAKE RM 1                             9.701 METERS 01834     |
 ER0513| CD3094 LAKE RM 2                             9.801 METERS 19911     |
 ER0513| ER0514 SNOW                                APPROX. 4.4 KM 1994240.3 |
 ER0513|---------------------------------------------------------------------|
 ER0513
 ER0513                          SUPERSEDED SURVEY CONTROL
 ER0513
 ER0513  NAD 83(1986)-  34 26 47.94994(N)    109 37 55.92994(W) AD(       ) 2
 ER0513  NAD 27      -  34 26 47.82659(N)    109 37 53.53985(W) AD(       ) 2
 ER0513  NGVD 29 (07/19/86) 1931.0    (m)         6335.     (f) VERT ANG    3  
 ER0513
 ER0513.Superseded values are not recommended for survey control.
 ER0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0513.See file dsdata.txt to determine how the superseded data were derived.
 ER0513
 ER0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2565312530(NAD 83)
 ER0513_MARKER: DD = SURVEY DISK
 ER0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0513+STABILITY: SURFACE MOTION
 ER0513
 ER0513  HISTORY     - Date     Condition        Report By
 ER0513  HISTORY     - 1979     MONUMENTED       AZDT
 ER0513
 ER0513                          STATION DESCRIPTION
 ER0513
 ER0513'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0513'THE STATION IS LOCATED 2 1/2 MILES WEST-SOUTHWEST OF CONCHO ALONG THE
 ER0513'WEST RIGHT OF WAY OF ARIZONA HIGHWAY 61.
 ER0513'
 ER0513'THE STATION MARK IS AN ADOT DISK STAMPED---LAKE 1979---IT IS SET IN
 ER0513'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 2 1/2 FEET SOUTH OF WITNESS
 ER0513'POST AND SIGN.
 ER0513'
 ER0513'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---LAKE RM 1 1979---IT IS SET
 ER0513'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0513'
 ER0513'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---LAKE RM 2 1979---IS IS SET
 ER0513'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0513'
 ER0513'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60, 260 AND 77 IN
 ER0513'SHOW LOW, TRAVEL EAST ALONG U.S. 60 FOR 11 MILES TO JUNCTION WITH
 ER0513'SR 61, TRAVEL NORTHEAST ALONG SR 61 FOR 16.6 MILES TO MILE POST 369.6
 ER0513'AND THE STATION ON THE LEFT, 71 FEET WEST OF CENTERLINE ON HIGHEST
 ER0513'POINT OF SADDLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2046 ***********************************************************************
 DV2046  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2046  DESIGNATION -  LAKE
 DV2046  PID         -  DV2046
 DV2046  STATE/COUNTY-  AZ/MARICOPA
 DV2046  USGS QUAD   -  BALDY MTN (1981)
 DV2046
 DV2046                         *CURRENT SURVEY CONTROL
 DV2046  ___________________________________________________________________
 DV2046* NAD 83(2007)-  33 50 01.48168(N)    112 18 30.15359(W)     ADJUSTED  
 DV2046* NAVD 88     -       528.40   (meters)    1733.6    (feet)  GPS OBS   
 DV2046  ___________________________________________________________________
 DV2046  EPOCH DATE  -        2007.00
 DV2046  X           -  -2,013,338.711 (meters)                     COMP
 DV2046  Y           -  -4,906,983.628 (meters)                     COMP
 DV2046  Z           -   3,531,421.022 (meters)                     COMP
 DV2046  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DV2046  ELLIP HEIGHT-         498.962 (meters)          (02/10/07) ADJUSTED
 DV2046  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV2046
 DV2046  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2046  Type    PID    Designation                      North   East  Ellip
 DV2046  -------------------------------------------------------------------
 DV2046  NETWORK DV2046 LAKE                              0.43   0.37   0.94
 DV2046  -------------------------------------------------------------------
 DV2046
 DV2046.The horizontal coordinates were established by GPS observations
 DV2046.and adjusted by the National Geodetic Survey in February 2007.
 DV2046
 DV2046.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2046.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2046.The horizontal coordinates are valid at the epoch date displayed above.
 DV2046.The epoch date for horizontal control is a decimal equivalence
 DV2046.of Year/Month/Day.
 DV2046
 DV2046.The orthometric height was determined by GPS observations and a
 DV2046.high-resolution geoid model.
 DV2046.The orthometric height was determined by GPS observations and a
 DV2046.high-resolution geoid model using precise GPS observation and
 DV2046.processing techniques.
 DV2046
 DV2046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2046
 DV2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2046
 DV2046.The ellipsoidal height was determined by GPS observations
 DV2046.and is referenced to NAD 83.
 DV2046
 DV2046.The geoid height was determined by GEOID03.
 DV2046
 DV2046;                    North         East     Units Scale Factor Converg.
 DV2046;SPC AZ C     -   314,283.535   177,105.186   MT  0.99991620   -0 13 05.2
 DV2046;SPC AZ C     - 1,031,113.96    581,053.76   iFT  0.99991620   -0 13 05.2
 DV2046;UTM  12      - 3,744,491.907   378,935.399   MT  0.99978068   -0 43 42.9
 DV2046
 DV2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2046!SPC AZ C     -   0.99992168  x   0.99991620  =   0.99983788
 DV2046!UTM  12      -   0.99992168  x   0.99978068  =   0.99970237
 DV2046
 DV2046|---------------------------------------------------------------------|
 DV2046| PID    Reference Object                     Distance      Geod. Az  |
 DV2046|                                                           dddmmss.s |
 DV2046| CH5821 LAKE RM 1                            10.675 METERS 11818     |
 DV2046| DV2047 ROCK                                APPROX. 1.4 KM 2765600.1 |
 DV2046| CH5822 LAKE RM 2                             9.393 METERS 28418     |
 DV2046|---------------------------------------------------------------------|
 DV2046
 DV2046                          SUPERSEDED SURVEY CONTROL
 DV2046
 DV2046  NAD 83(1992)-  33 50 01.48113(N)    112 18 30.15299(W) AD(       ) A
 DV2046  ELLIP H (09/30/99)  498.997  (m)                       GP(       ) 3 1
 DV2046  NAD 83(1992)-  33 50 01.48149(N)    112 18 30.15565(W) AD(       ) 2
 DV2046  NAD 83(1986)-  33 50 01.47671(N)    112 18 30.15966(W) AD(       ) 2
 DV2046  NAD 27      -  33 50 01.34809(N)    112 18 27.57345(W) AD(       ) 2
 DV2046  NGVD 29 (07/19/86)  527.6    (m)         1731.     (f) VERT ANG    3  
 DV2046
 DV2046.Superseded values are not recommended for survey control.
 DV2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2046.See file dsdata.txt to determine how the superseded data were derived.
 DV2046
 DV2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7893544492(NAD 83)
 DV2046_MARKER: DD = SURVEY DISK
 DV2046_SETTING: 66 = SET IN ROCK OUTCROP
 DV2046_STAMPING: LAKE 1976
 DV2046_MARK LOGO: AZDT  
 DV2046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2046+STABILITY: POSITION/ELEVATION WELL
 DV2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2046+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2046
 DV2046  HISTORY     - Date     Condition        Report By
 DV2046  HISTORY     - 1978     MONUMENTED       AZDT
 DV2046  HISTORY     - 19960212 GOOD             USPSQD
 DV2046  HISTORY     - 19990109 GOOD             USPSQD
 DV2046  HISTORY     - 19990125 GOOD             RBFAME
 DV2046  HISTORY     - 20000109 GOOD             USPSQD
 DV2046  HISTORY     - 20000322 GOOD             MCDOT
 DV2046  HISTORY     - 20031221 GOOD             USPSQD
 DV2046  HISTORY     - 20071005 GOOD             GEOCAC
 DV2046
 DV2046                          STATION DESCRIPTION
 DV2046
 DV2046'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2046'THE STATION IS ABOUT 19.5 MILES EAST OF MORRISTOWN, 1 MILE
 DV2046'SOUTHWEST OF LAKE PLEASANT AND IN THE SOUTH R/W OF ARIZONA HWY. 74.
 DV2046'
 DV2046'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED LAKE 1976 AND
 DV2046'EPOXIED IN A DRILL HOLE A ROCK.  THE STATION IS 3 FEET INSIDE
 DV2046'THE SOUTH R/W FENCE AND MARKED BY A WITNESS POST AND SIGN 4 FEET
 DV2046'NORTH OF STATION.
 DV2046'
 DV2046'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED LAKE RM 2
 DV2046'1976 EPOXIED TO A BOULDER AND IS 8 FEET NORTH OF R/W FENCE.
 DV2046'
 DV2046'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED LAKE RM
 DV2046'1 1976 EPOXIED TO A ROCK AND IS 10 FEET SOUTH OF THE R/W FENCE.
 DV2046'
 DV2046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DV2046'ARIZONA HWY. 74, 0.8 MILES NORTHWEST OF MORRISTOWN, GO EAST ON
 DV2046'HWY. 74 FOR 19.30 MILES TO STATION ON THE RIGHT, SOUTH, ON TOP
 DV2046'OF A 20 FOOT CUTBANK AND INSIDE THE HWY. R/W.
 DV2046'
 DV2046'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2046
 DV2046                          STATION RECOVERY (1996)
 DV2046
 DV2046'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2046'RECOVERED IN GOOD CONDITION.
 DV2046
 DV2046                          STATION RECOVERY (1999)
 DV2046
 DV2046'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2046'RECOVERED IN GOOD CONDITION.
 DV2046
 DV2046                          STATION RECOVERY (1999)
 DV2046
 DV2046'RECOVERY NOTE BY RBF/AMERICAN ENGINEERING 1999 (JCE)
 DV2046'RECOVERED AS DESCRIBED.
 DV2046
 DV2046                          STATION RECOVERY (2000)
 DV2046
 DV2046'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2046'RECOVERED IN GOOD CONDITION.
 DV2046
 DV2046                          STATION RECOVERY (2000)
 DV2046
 DV2046'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2046'RECOVERED AS DESCRIBED.
 DV2046
 DV2046                          STATION RECOVERY (2003)
 DV2046
 DV2046'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2046'RECOVERED AS DESCRIBED
 DV2046
 DV2046                          STATION RECOVERY (2007)
 DV2046
 DV2046'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2046'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2046'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0916 ***********************************************************************
 ES0916  DESIGNATION -  LAKE
 ES0916  PID         -  ES0916
 ES0916  STATE/COUNTY-  AZ/NAVAJO
 ES0916  USGS QUAD   -  DRY LAKE NE (1971)
 ES0916
 ES0916                         *CURRENT SURVEY CONTROL
 ES0916  ___________________________________________________________________
 ES0916* NAD 83(1992)-  34 38 50.42322(N)    110 20 48.07814(W)     ADJUSTED  
 ES0916* NAVD 88     -      1842.2    (meters)    6044.     (feet)  VERTCON   
 ES0916  ___________________________________________________________________
 ES0916  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ES0916  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0916  HORZ ORDER  -  SECOND
 ES0916
 ES0916.The horizontal coordinates were established by classical geodetic methods
 ES0916.and adjusted by the National Geodetic Survey in August 1993.
 ES0916
 ES0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0916
 ES0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0916
 ES0916.The geoid height was determined by GEOID03.
 ES0916
 ES0916;                    North         East     Units Scale Factor Converg.
 ES0916;SPC AZ E     -   404,469.678   196,857.593   MT  0.99990336   -0 06 08.4
 ES0916;SPC AZ E     - 1,327,000.26    645,858.24   iFT  0.99990336   -0 06 08.4
 ES0916;UTM  12      - 3,834,129.587   559,870.874   MT  0.99964418   +0 22 17.2
 ES0916
 ES0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0916!SPC AZ E     -   0.99971469  x   0.99990336  =   0.99961808
 ES0916!UTM  12      -   0.99971469  x   0.99964418  =   0.99935898
 ES0916
 ES0916:                Primary Azimuth Mark                     Grid Az
 ES0916:SPC AZ E     -  POWER                                    045 59 26.0
 ES0916:UTM  12      -  POWER                                    045 31 00.4
 ES0916
 ES0916|---------------------------------------------------------------------|
 ES0916| PID    Reference Object                     Distance      Geod. Az  |
 ES0916|                                                           dddmmss.s |
 ES0916| ES0932 POWER                               APPROX. 2.7 KM 0455317.6 |
 ES0916| DZ1406 LAKE RM 1                            12.459 METERS 05111     |
 ES0916| DZ1407 LAKE RM 2                            12.344 METERS 13032     |
 ES0916|---------------------------------------------------------------------|
 ES0916
 ES0916                          SUPERSEDED SURVEY CONTROL
 ES0916
 ES0916  NAD 83(1986)-  34 38 50.41672(N)    110 20 48.08302(W) AD(       ) 2
 ES0916  NGVD 29 (08/03/87) 1841.3    (m)         6041.     (f) VERT ANG    3  
 ES0916
 ES0916.Superseded values are not recommended for survey control.
 ES0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0916.See file dsdata.txt to determine how the superseded data were derived.
 ES0916
 ES0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5987134130(NAD 83)
 ES0916_MARKER: DS = TRIANGULATION STATION DISK
 ES0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0916+STABILITY: SURFACE MOTION
 ES0916
 ES0916  HISTORY     - Date     Condition        Report By
 ES0916  HISTORY     - 1983     MONUMENTED       AZDT
 ES0916
 ES0916                          STATION DESCRIPTION
 ES0916
 ES0916'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0916'THE STATION IS LOCATED 20-1/2 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0916'ROUTE 377.
 ES0916'
 ES0916'THE STATION MARK IS AN AZDT DISK STAMPED---LAKE 1983---.  IT IS SET IN
 ES0916'TOP OF A 10 INCH CONCRETE MONUMENT 97 FEET SOUTHEAST OF THE CENTERLINE
 ES0916'OF THE HIGHWAY AND 4 FEET NORTHWEST OF THE WITNESS POST AND SIGN.
 ES0916'
 ES0916'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LAKE RM 11983---.  IT IS
 ES0916'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0916'
 ES0916'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LAKE RM 21983---.  IT IS
 ES0916'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0916'
 ES0916'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST 0.1
 ES0916'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT ALONG STATE ROUTE
 ES0916'77 FOR 2.55 MILES TO STATE ROUTE 377.   TURN RIGHT ALONG S.R. 377 AND
 ES0916'TRAVEL SOUTHWEST FOR 18.9 MILES TO  THE STATION ON THE LEFT AT MILE
 ES0916'POST 15.05.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1139 ***********************************************************************
 ES1139  DESIGNATION -  LAKE
 ES1139  PID         -  ES1139
 ES1139  STATE/COUNTY-  AZ/COCONINO
 ES1139  USGS QUAD   -  HUTCH MTN (1965)
 ES1139
 ES1139                         *CURRENT SURVEY CONTROL
 ES1139  ___________________________________________________________________
 ES1139* NAD 83(1992)-  34 47 22.26922(N)    111 29 55.83767(W)     ADJUSTED  
 ES1139* NAVD 88     -      2385.     (meters)    7825.     (feet)  SCALED    
 ES1139  ___________________________________________________________________
 ES1139  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 ES1139  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ES1139  HORZ ORDER  -  THIRD
 ES1139
 ES1139.The horizontal coordinates were established by classical geodetic methods
 ES1139.and adjusted by the National Geodetic Survey in August 1993.
 ES1139
 ES1139.The orthometric height was scaled from a topographic map.
 ES1139
 ES1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1139
 ES1139.The geoid height was determined by GEOID03.
 ES1139
 ES1139;                    North         East     Units Scale Factor Converg.
 ES1139;SPC AZ C     -   420,305.645   251,595.993   MT  0.99991801   +0 14 18.2
 ES1139;SPC AZ C     - 1,378,955.53    825,446.17   iFT  0.99991801   +0 14 18.2
 ES1139;UTM  12      - 3,849,815.306   454,363.220   MT  0.99962567   -0 17 04.7
 ES1139
 ES1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1139!SPC AZ C     -   0.99962945  x   0.99991801  =   0.99954749
 ES1139!UTM  12      -   0.99962945  x   0.99962567  =   0.99925526
 ES1139
 ES1139|---------------------------------------------------------------------|
 ES1139| PID    Reference Object                     Distance      Geod. Az  |
 ES1139|                                                           dddmmss.s |
 ES1139| CS3977 LAKE RM 1                             7.056 METERS 11202     |
 ES1139| ES1134 BUCKHORN                            APPROX.23.7 KM 1883231.0 |
 ES1139|---------------------------------------------------------------------|
 ES1139
 ES1139                          SUPERSEDED SURVEY CONTROL
 ES1139
 ES1139  NAD 83(1986)-  34 47 22.26413(N)    111 29 55.83761(W) AD(       ) 3
 ES1139
 ES1139.Superseded values are not recommended for survey control.
 ES1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1139.See file dsdata.txt to determine how the superseded data were derived.
 ES1139
 ES1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5436349815(NAD 83)
 ES1139_MARKER: DS = TRIANGULATION STATION DISK
 ES1139_SETTING: 80 = SET IN A BOULDER
 ES1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1139+STABILITY: SURFACE MOTION
 ES1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1139+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 ES1139
 ES1139  HISTORY     - Date     Condition        Report By
 ES1139  HISTORY     - 1930     MONUMENTED       USGS
 ES1139  HISTORY     - 20040506 GOOD             GEOCAC
 ES1139
 ES1139                          STATION DESCRIPTION
 ES1139
 ES1139'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1139'LOCATED 1.5 MI NE. OF STONEMAN LAKE, 0.5 MI W. OF RD. FROM
 ES1139'STONEMAN LAKE TO MORMON LAKE.  ON LARGE FLAT ROCK AT EXTREME WEST
 ES1139'END OF LAKE MOUNTAIN, ABOUT 5 FT LOWER THAN HIGHEST POINT WHICH
 ES1139'IS HEAVILY COVERED WITH TIMBER, WEST END IS CLEARED.
 ES1139'
 ES1139'TO REACH FROM STONEMAN LAKE TOURIST CAMP AND FILLING STATION,
 ES1139'FOLLOW MAIN RD. NE. TO TOP OF DIVIDE.  TURN LEFT W. OFF RD. UP
 ES1139'SLOPE TO TOP AND ALONG TOP TO WEST END.
 ES1139'
 ES1139'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN TOP
 ES1139'OF LARGE FLAT ROCK NEAR EDGE OF BLUFF.
 ES1139'
 ES1139'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN LARGE
 ES1139'BOULDER.
 ES1139
 ES1139                          STATION RECOVERY (2004)
 ES1139
 ES1139'RECOVERY NOTE BY GEOCACHING 2004 (BG)
 ES1139'DESCRIBED LAT/LONG VERIFIED BY GPS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5790 ***********************************************************************
 DH5790  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5790  DESIGNATION -  LAKE MONTEZUMA
 DH5790  PID         -  DH5790
 DH5790  STATE/COUNTY-  AZ/YAVAPAI
 DH5790  USGS QUAD   -  LAKE MONTEZUMA (1969)
 DH5790
 DH5790                         *CURRENT SURVEY CONTROL
 DH5790  ___________________________________________________________________
 DH5790* NAD 83(2007)-  34 37 38.46348(N)    111 47 23.76961(W)     ADJUSTED  
 DH5790* NAVD 88     -      1055.83   (meters)    3464.0    (feet)  GPS OBS   
 DH5790  ___________________________________________________________________
 DH5790  EPOCH DATE  -        2007.00
 DH5790  X           -  -1,950,635.023 (meters)                     COMP
 DH5790  Y           -  -4,879,420.933 (meters)                     COMP
 DH5790  Z           -   3,604,511.239 (meters)                     COMP
 DH5790  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 DH5790  ELLIP HEIGHT-        1030.312 (meters)          (02/10/07) ADJUSTED
 DH5790  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DH5790
 DH5790  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5790  Type    PID    Designation                      North   East  Ellip
 DH5790  -------------------------------------------------------------------
 DH5790  NETWORK DH5790 LAKE MONTEZUMA                    0.57   0.45   1.65
 DH5790  -------------------------------------------------------------------
 DH5790
 DH5790.The horizontal coordinates were established by GPS observations
 DH5790.and adjusted by the National Geodetic Survey in February 2007.
 DH5790
 DH5790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5790.The horizontal coordinates are valid at the epoch date displayed above.
 DH5790.The epoch date for horizontal control is a decimal equivalence
 DH5790.of Year/Month/Day.
 DH5790
 DH5790.The orthometric height was determined by GPS observations and a
 DH5790.high-resolution geoid model.
 DH5790.The orthometric height was determined by GPS observations and a
 DH5790.high-resolution geoid model using precise GPS observation and
 DH5790.processing techniques.
 DH5790
 DH5790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5790
 DH5790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5790
 DH5790.The ellipsoidal height was determined by GPS observations
 DH5790.and is referenced to NAD 83.
 DH5790
 DH5790.The geoid height was determined by GEOID03.
 DH5790
 DH5790;                    North         East     Units Scale Factor Converg.
 DH5790;SPC AZ C     -   402,245.024   224,980.055   MT  0.99990166   +0 04 19.2
 DH5790;SPC AZ C     - 1,319,701.52    738,123.54   iFT  0.99990166   +0 04 19.2
 DH5790;UTM  12      - 3,832,002.619   427,590.947   MT  0.99966462   -0 26 56.0
 DH5790
 DH5790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5790!SPC AZ C     -   0.99983829  x   0.99990166  =   0.99973997
 DH5790!UTM  12      -   0.99983829  x   0.99966462  =   0.99950297
 DH5790
 DH5790                          SUPERSEDED SURVEY CONTROL
 DH5790
 DH5790  NAD 83(1992)-  34 37 38.46298(N)    111 47 23.76923(W) AD(       ) A
 DH5790  ELLIP H (05/31/05) 1030.312  (m)                       GP(       ) 4 2
 DH5790
 DH5790.Superseded values are not recommended for survey control.
 DH5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5790.See file dsdata.txt to determine how the superseded data were derived.
 DH5790
 DH5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2759132003(NAD 83)
 DH5790_MARKER: DU = BOUNDARY MARKER
 DH5790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DH5790_STAMPING: T14N R5W 1/4 S2/S11 1990
 DH5790_MARK LOGO: BLM   
 DH5790_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5790+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5790
 DH5790  HISTORY     - Date     Condition        Report By
 DH5790  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5790
 DH5790                          STATION DESCRIPTION
 DH5790
 DH5790'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5790'THE STATION IS LOCATED  IN LAKE MONTEZUMA ARIZONA 10 MILES NORTH OF
 DH5790'CAMP VERDE ARIZONA AT THE SOUTH QUARTER (1/4) CORNER OF SEC 2, T14N,
 DH5790'R5E (ERRONEOUSLY MARKED 5W), G SRB M, YAVAPAI COUNTY, LAKE MONTEZUMA,
 DH5790'ARIZONA ON THE NORTH SIDE OF THE RIDGE SOUTH OF THE BEAVER CREEK GOLF
 DH5790'RESORT.
 DH5790' 
 DH5790'STATION LIES ON PRIVATE PROPERTY 240+- FEET SOUTH OF THE NORTH EAST
 DH5790'CORNER OF 3505 MONTEZUMA AVE, LAKE MONTEZUMA.
 DH5790' 
 DH5790'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 17 MILE POST
 DH5790'298 AND COUNTY HIGHWAY 30, (AKA CORNVILLE ROAD) MILE 0.0 GO NORTHEAST
 DH5790'0.3 MILE ON BEAVER CREEK ROAD ACROSS THE BRIDGE OVER DRY BEAVER CREEK,
 DH5790'CONTINUE ON BEAVER CREEK ROAD PAST THE FIRE STATION AT MILE 1.5
 DH5790'CONTINUING TO MONTEZUMA  LAKE  ROAD AT MILE 2.0 VEER RIGHT ONTO
 DH5790'MONTEZUMA LAKE ROAD AND PROCEED TO MILE 2.4, THE BRIDGE OVER WET
 DH5790'BEAVER CREEK AND THE BEGINNING OF MONTEZUMA AVE. CONTINUE ON MONTEZUMA
 DH5790'AVE TO A MILE 3.5 A 90 DEGREE RIGHT HAND TURN  (WEST) THEN ACROSS
 DH5790'RUSSEL WASH MILE 3.6 AND CONTINUE ON MONTEZUMA AVE PAST THE FIRST
 DH5790'INTERSECTION OF RIMROCK DRIVE AND MONTEZUMA AVENUE. CONTINUE PAST THE
 DH5790'INTERSECTION OF SYCAMORE LANE AND MONTEZUMA AVE MILE 4.2 TO THE SECOND
 DH5790'INTERSECTION OF MONTEZUMA AVE AND RIMROCK DRIVE AT MILE 4.6 . TURN
 DH5790'SOUTHWEST ON RIMROCK DRIVE AND CONTINUE TO THE BEGINNING OF CORONADO
 DH5790'TRAIL AND A CURVE TO THE EAST AT MILE 4.8. CONTINUE ON CORONADO TRAIL
 DH5790'EAST OVER A SMALL WASH AT MILE 5.1 CLIMBING TO A SADDLE AT MILE 5.4.
 DH5790'THEN PROCEED ALONG THE RIDGE RUNNING NORTHWEST ROUGHLY 320 FEET NORTH
 DH5790'AND 150 FEET WEST TO THE STATION ON THE NORTH EDGE OF THE RIDGE. THE
 DH5790'STATION LIES ROUGHLY 420 FEET EAST AND 240 FEET SOUTH OF THE
 DH5790'INTERSECTION OF MONTEZUMA AVENUE AND SYCAMORE LANE.    THE STATION IS
 DH5790'BUREAU OF LAND MANAGEMENT 3 BRASS CAP ATOP A 2-1/2 INCH  GALVANIZED
 DH5790'PIPE IN A MOUND OF STONES, CAP IS STAMPED  '1/4 S2  S11 T 14 N R 5 W
 DH5790'1990'
 DH5790' 
 DH5790'DESCRIBED BY IVO W. BUDDEKE III, RIMROCK LAND SURVEYS, JUNE 2005 (JC)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0524 ***********************************************************************
 ER0524  DESIGNATION -  LAKE MOUNTAIN LOOKOUT TOWER
 ER0524  PID         -  ER0524
 ER0524  STATE/COUNTY-  AZ/APACHE
 ER0524  USGS QUAD   -  SPONSELLER MTN (1984)
 ER0524
 ER0524                         *CURRENT SURVEY CONTROL
 ER0524  ___________________________________________________________________
 ER0524* NAD 83(1992)-  34 09 28.23028(N)    109 46 09.44926(W)     ADJUSTED  
 ER0524* NAVD 88     -              **(meters)            **(feet)            
 ER0524  ___________________________________________________________________
 ER0524  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 ER0524  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 ER0524  HORZ ORDER  -  THIRD
 ER0524
 ER0524.The horizontal coordinates were established by classical geodetic methods
 ER0524.and adjusted by the National Geodetic Survey in August 1993.
 ER0524
 ER0524
 ER0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0524
 ER0524.The geoid height was determined by GEOID03.
 ER0524
 ER0524;                    North         East     Units Scale Factor Converg.
 ER0524;SPC AZ E     -   350,231.848   249,999.827   MT  0.99991654   +0 13 23.2
 ER0524;SPC AZ E     - 1,149,054.62    820,209.41   iFT  0.99991654   +0 13 23.2
 ER0524;UTM  12      - 3,780,341.548   613,445.870   MT  0.99975865   +0 41 27.9
 ER0524
 ER0524                          SUPERSEDED SURVEY CONTROL
 ER0524
 ER0524  NAD 83(1986)-  34 09 28.23775(N)    109 46 09.47027(W) AD(       ) 4
 ER0524  NAD 27      -  34 09 28.07800(N)    109 46 07.10000(W) AD(       ) 3
 ER0524
 ER0524.Superseded values are not recommended for survey control.
 ER0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0524.See file dsdata.txt to determine how the superseded data were derived.
 ER0524
 ER0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1344680342(NAD 83)
 ER0524_MARKER: 57 = LOOKOUT TOWER
 ER0524
 ER0524  HISTORY     - Date     Condition        Report By
 ER0524  HISTORY     - 1958     FIRST OBSERVED   CGS
 ER0524
 ER0524                          STATION DESCRIPTION
 ER0524
 ER0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0524'THE STATION IS LOCATED ON A HIGH TIMBER HILL ABOUT 12 MILES
 ER0524'EAST OF LAKESIDE AND ABOUT 8 MILES NORTH-NORTHWEST OF MC NARY.
 ER0524'THE STATION IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 ER0524'CAB, COLORED GRAY AND THE OVERALL HEIGHT IS 60 FEET.  THE TOP
 ER0524'AND CENTER WAS THE POINT INTERSECTED.
 ER0524'
 ER0524'TO REACH THE STATION FROM THE POST OFFICE IN LAKESIDE, GO SOUTH
 ER0524'ON STATE HIGHWAY NO. 173 FOR 1.1 MILES TO A SIDE ROAD ON THE
 ER0524'LEFT AND SIGNS LAKE MOUNTAIN L.O. -20, SPRINGER MOUNTAIN L.O. -2,
 ER0524'TURN LEFT AS PER SIGN AND GO 1.2 MILES TO A FORK AND SIGN
 ER0524'LAKE MOUNTAIN L.O. -17, CONTINUE AHEAD AS PER SIGNS LAKE MOUNTAIN
 ER0524'L.O. AND GO EASTERLY FOR A TOTAL DISTANCE OF 15.1 MILES TO THE
 ER0524'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0677 ***********************************************************************
 ER0677  DESIGNATION -  LAKE MTN
 ER0677  PID         -  ER0677
 ER0677  STATE/COUNTY-  AZ/APACHE
 ER0677  USGS QUAD   -  SPONSELLER MTN (1984)
 ER0677
 ER0677                         *CURRENT SURVEY CONTROL
 ER0677  ___________________________________________________________________
 ER0677* NAD 83(1992)-  34 09 28.21272(N)    109 46 09.42232(W)     ADJUSTED  
 ER0677* NAVD 88     -      2592.1    (meters)    8504.     (feet)  VERTCON   
 ER0677  ___________________________________________________________________
 ER0677  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 ER0677  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 ER0677  HORZ ORDER  -  THIRD
 ER0677
 ER0677.The horizontal coordinates were established by classical geodetic methods
 ER0677.and adjusted by the National Geodetic Survey in August 1993.
 ER0677
 ER0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0677
 ER0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0677
 ER0677.The geoid height was determined by GEOID03.
 ER0677
 ER0677;                    North         East     Units Scale Factor Converg.
 ER0677;SPC AZ E     -   350,231.309   250,000.519   MT  0.99991654   +0 13 23.2
 ER0677;SPC AZ E     - 1,149,052.85    820,211.68   iFT  0.99991654   +0 13 23.2
 ER0677;UTM  12      - 3,780,341.015   613,446.567   MT  0.99975865   +0 41 27.9
 ER0677
 ER0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0677!SPC AZ E     -   0.99959685  x   0.99991654  =   0.99951343
 ER0677!UTM  12      -   0.99959685  x   0.99975865  =   0.99935560
 ER0677
 ER0677:                Primary Azimuth Mark                     Grid Az
 ER0677:SPC AZ E     -  MCKAYS                                   187 20 51.0
 ER0677:UTM  12      -  MCKAYS                                   186 52 46.3
 ER0677
 ER0677|---------------------------------------------------------------------|
 ER0677| PID    Reference Object                     Distance      Geod. Az  |
 ER0677|                                                           dddmmss.s |
 ER0677| DT0797 MCKAYS                              APPROX.20.3 KM 1873414.2 |
 ER0677| ER0524 LAKE MOUNTAIN LOOKOUT TOWER           0.877 METERS 30806     |
 ER0677| CS4086 LAKE MTN RM 2                        24.512 METERS 31235     |
 ER0677|---------------------------------------------------------------------|
 ER0677
 ER0677                          SUPERSEDED SURVEY CONTROL
 ER0677
 ER0677  NAD 83(1986)-  34 09 28.20921(N)    109 46 09.42828(W) AD(       ) 3
 ER0677  NGVD 29 (04/27/90) 2591.1    (m)         8501.     (f) VERT ANG    3  
 ER0677
 ER0677.Superseded values are not recommended for survey control.
 ER0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0677.See file dsdata.txt to determine how the superseded data were derived.
 ER0677
 ER0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1344780341(NAD 83)
 ER0677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ER0677_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ER0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0677
 ER0677  HISTORY     - Date     Condition        Report By
 ER0677  HISTORY     - 1932     MONUMENTED       USGS
 ER0677  HISTORY     - 1960     GOOD             USGS
 ER0677  HISTORY     - 20050729 GOOD             USPSQD
 ER0677
 ER0677                          STATION DESCRIPTION
 ER0677
 ER0677'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ER0677'RECOVERED IN GOOD CONDITION EXCEPT RM 1 NOT FOUND.
 ER0677'
 ER0677'LOCATED ABOUT 12 MI E. OF LAKESIDE, ABOUT 8 MI NNW. OF MCNARY.  ON
 ER0677'HIGH, TIMBER HILL.
 ER0677'
 ER0677'TO REACH FROM LAKESIDE POST OFFICE, GO 1.1 MI S. ON STATE HWY.
 ER0677'173 TO SIDE RD. ON LEFT AND SIGNS LAKE MOUNTAIN L.O. 20 AND
 ER0677'SPRINGER MOUNTAIN L.O. 2.  TURN LEFT AS PER SIGN 1.2 MI TO FORK
 ER0677'AND SIGN LAKE MOUNTAIN L.O. 17, CONTINUE AS PER SIGNS
 ER0677'LAKE MOUNTAIN L.O. 15.1 MI E. TO STATION.
 ER0677'
 ER0677'STATION MARK--STANDARD TABLET STAMPED---LAKE MTN 1932---, SET IN
 ER0677'SOUTHEAST CONCRETE BASE OF STAIRS.  NOW SET IN LOT STAIRWAY
 ER0677'INSTEAD OF IN ROCK.
 ER0677'
 ER0677'RM 2--STANDARD RM TABLET STAMPED---LAKE MTN. NO 2 1932---, SET IN
 ER0677'ROCK OUTCROP.
 ER0677
 ER0677                          STATION RECOVERY (2005)
 ER0677
 ER0677'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0677'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0917 ***********************************************************************
 ES0917  DESIGNATION -  LAKES
 ES0917  PID         -  ES0917
 ES0917  STATE/COUNTY-  AZ/COCONINO
 ES0917  USGS QUAD   -  WOODS CANYON (1990)
 ES0917
 ES0917                         *CURRENT SURVEY CONTROL
 ES0917  ___________________________________________________________________
 ES0917* NAD 83(1992)-  34 18 07.22426(N)    110 53 32.08969(W)     ADJUSTED  
 ES0917* NAVD 88     -      2301.9    (meters)    7552.     (feet)  VERTCON   
 ES0917  ___________________________________________________________________
 ES0917  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 ES0917  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES0917  HORZ ORDER  -  SECOND
 ES0917
 ES0917.The horizontal coordinates were established by classical geodetic methods
 ES0917.and adjusted by the National Geodetic Survey in August 1993.
 ES0917
 ES0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0917
 ES0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0917
 ES0917.The geoid height was determined by GEOID03.
 ES0917
 ES0917;                    North         East     Units Scale Factor Converg.
 ES0917;SPC AZ C     -   366,625.735   307,656.953   MT  1.00000957   +0 34 38.5
 ES0917;SPC AZ C     - 1,202,840.34  1,009,373.21   iFT  1.00000957   +0 34 38.5
 ES0917;SPC AZ E     -   366,388.966   146,571.583   MT  0.99995497   -0 24 32.1
 ES0917;SPC AZ E     - 1,202,063.54    480,877.90   iFT  0.99995497   -0 24 32.1
 ES0917;UTM  12      - 3,795,647.965   509,915.392   MT  0.99960121   +0 03 38.6
 ES0917
 ES0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0917!SPC AZ C     -   0.99964258  x   1.00000957  =   0.99965214
 ES0917!SPC AZ E     -   0.99964258  x   0.99995497  =   0.99959756
 ES0917!UTM  12      -   0.99964258  x   0.99960121  =   0.99924393
 ES0917
 ES0917:                Primary Azimuth Mark                     Grid Az
 ES0917:SPC AZ C     -  CANYON                                   283 04 16.5
 ES0917:SPC AZ E     -  CANYON                                   284 03 27.1
 ES0917:UTM  12      -  CANYON                                   283 35 16.4
 ES0917
 ES0917|---------------------------------------------------------------------|
 ES0917| PID    Reference Object                     Distance      Geod. Az  |
 ES0917|                                                           dddmmss.s |
 ES0917| ES0894 CANYON                              APPROX. 0.5 KM 2833855.0 |
 ES0917|---------------------------------------------------------------------|
 ES0917
 ES0917                          SUPERSEDED SURVEY CONTROL
 ES0917
 ES0917  NAD 83(1986)-  34 18 07.21913(N)    110 53 32.09387(W) AD(       ) 2
 ES0917  NGVD 29 (08/03/87) 2300.8    (m)         7549.     (f) VERT ANG    3  
 ES0917
 ES0917.Superseded values are not recommended for survey control.
 ES0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0917.See file dsdata.txt to determine how the superseded data were derived.
 ES0917
 ES0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0991595648(NAD 83)
 ES0917_MARKER: DS = TRIANGULATION STATION DISK
 ES0917_SETTING: 66 = SET IN ROCK OUTCROP
 ES0917_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0917+STABILITY: POSITION/ELEVATION WELL
 ES0917
 ES0917  HISTORY     - Date     Condition        Report By
 ES0917  HISTORY     - 1984     MONUMENTED       AZDT
 ES0917  HISTORY     - 19971011 GOOD             USPSQD
 ES0917  HISTORY     - 20050903 GOOD             USPSQD
 ES0917
 ES0917                          STATION DESCRIPTION
 ES0917
 ES0917'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0917'THE STATION IS LOCATED 19 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0917'SIDE OF STATE ROUTE 260.
 ES0917'
 ES0917'THE STATION MARK IS AN AZDT DISK STAMPED---LAKES 1984---. IT IS SET IN
 ES0917'A DRILL HOLE IN REDROCK 40 FEET SOUTH OF THE CENTER LINE OF STATE
 ES0917'ROUTE 260, 51 FEET WEST OF A TRACK ROAD AND 5 FEET SOUTHEAST OF THE
 ES0917'WITNESS POST.
 ES0917'
 ES0917'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0917'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 19.5 MILES TO
 ES0917'YOUNG ROAD ON THE LEFT, CONTINUE WEST ALONG SR 260 FOR 2.15 MILES TO
 ES0917'MILEPOST 282.55 AND THE STATION ON THE LEFT.
 ES0917
 ES0917                          STATION RECOVERY (1997)
 ES0917
 ES0917'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0917'RECOVERED IN GOOD CONDITION.
 ES0917
 ES0917                          STATION RECOVERY (2005)
 ES0917
 ES0917'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0917'RECOVERED AS DESCRIBED. FOUND IN GOOD SHAPE.  MARK IS FLUSH WITH
 ES0917'PAVEMENT IN HIGHWAY PULLOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0351 ***********************************************************************
 CF0351  DESIGNATION -  LAMB
 CF0351  PID         -  CF0351
 CF0351  STATE/COUNTY-  AZ/COCHISE
 CF0351  USGS QUAD   -  DOUBLE ADOBE (1976)
 CF0351
 CF0351                         *CURRENT SURVEY CONTROL
 CF0351  ___________________________________________________________________
 CF0351* NAD 83(1992)-  31 24 44.69712(N)    109 42 20.85342(W)     ADJUSTED  
 CF0351* NAVD 88     -      1245.3    (meters)    4086.     (feet)  VERTCON   
 CF0351  ___________________________________________________________________
 CF0351  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CF0351  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CF0351  HORZ ORDER  -  FIRST
 CF0351
 CF0351.The horizontal coordinates were established by classical geodetic methods
 CF0351.and adjusted by the National Geodetic Survey in August 1993.
 CF0351
 CF0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0351
 CF0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0351
 CF0351.The geoid height was determined by GEOID03.
 CF0351
 CF0351;                    North         East     Units Scale Factor Converg.
 CF0351;SPC AZ E     -    45,813.077   257,180.703   MT  0.99992368   +0 14 24.8
 CF0351;SPC AZ E     -   150,305.37    843,768.71   iFT  0.99992368   +0 14 24.8
 CF0351;UTM  12      - 3,476,033.675   623,022.764   MT  0.99978667   +0 40 28.6
 CF0351
 CF0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0351!SPC AZ E     -   0.99980881  x   0.99992368  =   0.99973250
 CF0351!UTM  12      -   0.99980881  x   0.99978667  =   0.99959552
 CF0351
 CF0351:                Primary Azimuth Mark                     Grid Az
 CF0351:SPC AZ E     -  PHOENIX EL PASO AWY BCN 19               004 03 11.5
 CF0351:UTM  12      -  PHOENIX EL PASO AWY BCN 19               003 37 07.7
 CF0351
 CF0351|---------------------------------------------------------------------|
 CF0351| PID    Reference Object                     Distance      Geod. Az  |
 CF0351|                                                           dddmmss.s |
 CF0351| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX. 8.5 KM 0041736.3 |
 CF0351| CC6810 LAMB RM 1                            15.758 METERS 02953     |
 CF0351| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.30.4 KM 1020415.5 |
 CF0351| CF0349 DOUGLAS AIRPORT BEACON              APPROX.20.0 KM 1120050.6 |
 CF0351| CF0347 DOUGLAS EAST MUNICIPAL TANK         APPROX.17.2 KM 1134703.0 |
 CF0351| CF0346 DOUGLAS WEST MUNICIPAL TANK         APPROX.17.2 KM 1134916.2 |
 CF0351| CF0344 DOUGLAS ARIZ EDISON ELEC STACK      APPROX.16.0 KM 1164848.3 |
 CF0351| CF0342 DOUGLAS PHE DODGE TALL PLT STK      APPROX.13.5 KM 1223108.9 |
 CF0351| CF0343 DOUGLAS PHE DODGE LGE PLT STK       APPROX.13.3 KM 1224937.7 |
 CF0351| CF0345 DOUGLAS ABANDONED SMELTER STK       APPROX.14.8 KM 1231125.7 |
 CF0351| CC6809 LAMB AZ MK                                         1734423.3 |
 CF0351| CS5419 LAMB RM 3                            16.358 METERS 25517     |
 CF0351| CC6811 LAMB RM 2                            16.381 METERS 28140     |
 CF0351| CF0352 GRASSY                              APPROX.15.4 KM 2872008.1 |
 CF0351| CS5420 LAMB RM 4                            15.813 METERS 34803     |
 CF0351|---------------------------------------------------------------------|
 CF0351
 CF0351                          SUPERSEDED SURVEY CONTROL
 CF0351
 CF0351  NAD 83(1986)-  31 24 44.69321(N)    109 42 20.84185(W) AD(       ) 1
 CF0351  NAD 27      -  31 24 44.33000(N)    109 42 18.58700(W) AD(       ) 1
 CF0351  NGVD 29 (03/13/91) 1244.5    (m)         4083.     (f) VERT ANG    3  
 CF0351
 CF0351.Superseded values are not recommended for survey control.
 CF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0351.See file dsdata.txt to determine how the superseded data were derived.
 CF0351
 CF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2302376034(NAD 83)
 CF0351_MARKER: DS = TRIANGULATION STATION DISK
 CF0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0351+STABILITY: SURFACE MOTION
 CF0351
 CF0351  HISTORY     - Date     Condition        Report By
 CF0351  HISTORY     - 1938     MONUMENTED       CGS
 CF0351  HISTORY     - 1944     GOOD             CGS
 CF0351  HISTORY     - 1956     GOOD             USGS
 CF0351  HISTORY     - 1958     GOOD             AMS
 CF0351  HISTORY     - 1972     GOOD             AZHD
 CF0351  HISTORY     - 1982     GOOD             AZDT
 CF0351
 CF0351                          STATION DESCRIPTION
 CF0351
 CF0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0351'LOCATED IN THE APPROXIMATE CENTER OF SEC. 21, R 26 E, T 23 S,
 CF0351'AND IS ABOUT 3-1/2 MILES NXW OF FORREST RAILROAD STATION,
 CF0351'AND 2-1/2 MILES WNW OF THE LAMB SCHOOL HOUSE.
 CF0351'
 CF0351'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CF0351'BRONZE DISKS SET IN CONCRETE.
 CF0351'
 CF0351'TO REACH FROM THE RAILROAD UNDERPASS AT G STREET IN DOUGLAS,
 CF0351'GO 4.4 MILES ON U.S. HIGHWAY 80, AND TURN N ON GRADED ROAD
 CF0351'AND GO 3.6 MILES TO A ROAD INTERSECTION AT SECTION CORNERS.
 CF0351'TURN LEFT, W, AND GO 2.0 MILES TO A CROSS ROAD INTERSECTION,
 CF0351'AND CONTINUE 1.5 MILES W FURTHER TO A GATE AT ENDING OF LANE,
 CF0351'PASS THROUGH GATE AND CONTINUE W 0.5 MILE TO GATE.  PASS THROUGH
 CF0351'GATE AND CONTINUE ON LEFT FORK FOR A SHORT DISTANCE ALONG THE
 CF0351'E-W FENCE, THENCE NW ON A TRACK ROAD FOR 0.5 MILE THROUGH THE
 CF0351'BRUSH AND TO WHERE THERE IS A GRASSY OPENING, TURN LEFT OFF
 CF0351'OF TRACK ROAD AND GO ACROSS OPENING 0.1 MILE TO STATION.
 CF0351'
 CF0351'THIS DESCRIPTION IS SUBSTANTIALLY THE SAME AS THE RECONNAISANCE
 CF0351'DESCRIPTION AND FOLLOWS THE SAME ROUTE.
 CF0351'
 CF0351'THE AZIMUTH MARK (STANDARD AZIMUTH MARK DISK SET IN A CONCRETE
 CF0351'POST) IS LOCATED ABOUT 0.2 MILE S OF THE STATION.
 CF0351'
 CF0351'OBSERVATIONS AT LAMB WERE MADE FROM A 37-FOOT TOWER TO GET
 CF0351'CLEARANCE TO TRIANGULATION STATIONS DOUGLAS AND MC NEAL.
 CF0351'
 CF0351'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 CF0351
 CF0351                          STATION RECOVERY (1944)
 CF0351
 CF0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0351'ORIGINAL DESCRIPTION SATISFACTORY.  STATION RECOVERED IN
 CF0351'GOOD CONDITION.
 CF0351
 CF0351                          STATION RECOVERY (1956)
 CF0351
 CF0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CF0351'STATION AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 CF0351'CONDITION.
 CF0351'
 CF0351'REVISED DESCRIPTION--LOCATED IN THE APPROXIMATE CENTER OF
 CF0351'SECTION 21, R26E, T23S, AND IS ABOUT 3-1/2 MILES NW OF THE
 CF0351'FORREST RR SIDING.
 CF0351'
 CF0351'TO REACH FROM THE RAILROAD UNDERPASS AT G STREET IN DOUGLAS,
 CF0351'GO 4.4 MILES ON U.S. HIGHWAY 80, AND TURN N ON A PAVED ROAD
 CF0351'AND GO 3.6 MILES TO A ROAD INTERSECTION.  TURN LEFT W AND GO
 CF0351'2.0 MILES TO A N.S. ROAD, PROCEED N ABOUT 0.1 MILE TO A FARM
 CF0351'HOUSE ON THE LEFT.  PROCEED ON DRIVEWAY KEEPING S OF THE
 CF0351'HOUSE, PASSING THROUGH A WIRE GATE AT CORRALS N FROM THIS
 CF0351'POINT PROCEED IN A SW DIRECTION PASSING N AND W OF A LARGE
 CF0351'EARTHEN TANK TO A E.W. FENCE, AND A VERY DIM TRACK ROAD.
 CF0351'DRIVE ON DIM TRACK ROAD FOR ABOUT 1.4 MILES TO A GATE, PASS
 CF0351'THROUGH GATE AND CONTINUE W 0.5 MILES TO A GATE UNDER A
 CF0351'SMALL SINGLE POLE POWER LINE, PASS THROUGH GATE AND CONTINUE
 CF0351'W ALONG THE E.W. FENCE FOR ABOUT 0.6 MILES, THENCE PROCEED
 CF0351'CROSS COUNTRY DUE N FOR ABOUT 0.3 MILES TO STATION.
 CF0351
 CF0351                          STATION RECOVERY (1958)
 CF0351
 CF0351'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0351'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0351'
 CF0351'THE STATION IS LOCATED IN A LOW BRUSH COVERED FLAT.  92 FEET
 CF0351'SSE OF LONE DARK BUSH.  30 FEET W OF LONE DARK BUSH.
 CF0351
 CF0351                          STATION RECOVERY (1972)
 CF0351
 CF0351'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 CF0351'A. GENERAL LOCATION-AS DESCRIBED
 CF0351'
 CF0351'B. TO REACH-AS DESCRIBED
 CF0351'
 CF0351'C. STATION MARK-IN AND GOOD
 CF0351'
 CF0351'D. REFERENCE MARKS-R.M. 1 AND R.M. 2 DESTROYED
 CF0351'
 CF0351'E. AZIMUTH MARK-DESTROYED
 CF0351
 CF0351                          STATION RECOVERY (1982)
 CF0351
 CF0351'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0351'THE STATION IS LOCATED APROXIMATELY IN THE CENTER OF SECTION 21, R 26
 CF0351'E, T 23 S, ABOUT 3.5 MILES NORTHWEST OF COCHISE COLLEGE AND 10.5
 CF0351'AIRLINE MILES NORTHWEST OF DOUGLAS, ARIZONA.
 CF0351'
 CF0351'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1958,
 CF0351'WITH THESE DISPARITIES.  RM 3 IS STAMPED---LAMB NO 3 (1938)(1982)---.
 CF0351'RM 4 IS STAMPED---LAMB NO 4 (1938)(1982)---.
 CF0351'
 CF0351'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  PROBABLY DESTROYED
 CF0351'WHEN FIELD WAS CLEARED OF BRUSH.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0351'
 CF0351'FROM THE POST OFFICE IN DOUGLAS ON THE SOUTHEAST CORNER OF 10TH ST AND
 CF0351'F AVENUE DRIVE ONE BLOCK WEST TO G AVENUE THEN TRAVEL NORTH AND WEST
 CF0351'ON U.S.HWY 80 FOR 8.9 MILES TO AN UNPAVED ROAD ON THE RIGHT AT MILE
 CF0351'POST 357.45 JUST BEYOND COCHISE COLLEGE.  TURN RIGHT AND TRAVEL 3.0
 CF0351'MILES TO A ROAD ON THE LEFT AND SIGN (ENTRANCE TO THE PEAKS RANCH)
 CF0351'TURN LEFT AND TRAVEL 0.5 MILES TO A GATE IN AN EAST-WEST FENCE TURN
 CF0351'RIGHT AND PASS THRU GATE AND TRAVEL 0.21 MILE ON A TRACK ROAD, THEN
 CF0351'TURN TO THE RIGHT AND TRAVEL EAST .10 MILE CROSS COUNTRY TO THE MARK.
 CF0351'
 CF0351'THIS IS A NEW DESCRIPTION AS A NEW ROAD HAS BEEN CUT RUNNING NORTH
 CF0351'FROM U.S. HWY 80 TO THE CENTER OF SECTION NO 21.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0860 ***********************************************************************
 DW0860  DESIGNATION -  LAMOSA
 DW0860  PID         -  DW0860
 DW0860  STATE/COUNTY-  AZ/LA PAZ
 DW0860  USGS QUAD   -  BOUSE (1990)
 DW0860
 DW0860                         *CURRENT SURVEY CONTROL
 DW0860  ___________________________________________________________________
 DW0860* NAD 83(1992)-  33 54 42.97455(N)    114 05 10.94393(W)     ADJUSTED  
 DW0860* NAVD 88     -       580.9    (meters)    1906.     (feet)  VERTCON   
 DW0860  ___________________________________________________________________
 DW0860  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DW0860  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DW0860  HORZ ORDER  -  SECOND
 DW0860
 DW0860.The horizontal coordinates were established by classical geodetic methods
 DW0860.and adjusted by the National Geodetic Survey in August 1993.
 DW0860
 DW0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0860
 DW0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0860
 DW0860.The geoid height was determined by GEOID03.
 DW0860
 DW0860;                    North         East     Units Scale Factor Converg.
 DW0860;SPC AZ W     -   322,948.487   182,254.198   MT  0.99994526   -0 11 15.6
 DW0860;SPC AZ W     - 1,059,542.28    597,946.84   iFT  0.99994526   -0 11 15.6
 DW0860;UTM  11      - 3,756,215.290   769,388.615   MT  1.00049471   +1 37 35.6
 DW0860
 DW0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0860!SPC AZ W     -   0.99991370  x   0.99994526  =   0.99985896
 DW0860!UTM  11      -   0.99991370  x   1.00049471  =   1.00040836
 DW0860
 DW0860:                Primary Azimuth Mark                     Grid Az
 DW0860:SPC AZ W     -  LAMOSA AZ MK                             071 23 26.3
 DW0860:UTM  11      -  LAMOSA AZ MK                             069 34 35.1
 DW0860
 DW0860|---------------------------------------------------------------------|
 DW0860| PID    Reference Object                     Distance      Geod. Az  |
 DW0860|                                                           dddmmss.s |
 DW0860| CF0957 LAMOSA AZ MK                                       0711210.7 |
 DW0860| CF0958 LAMOSA RM 1                           5.096 METERS 09253     |
 DW0860| CF0959 LAMOSA RM 2                           4.150 METERS 22351     |
 DW0860|---------------------------------------------------------------------|
 DW0860
 DW0860                          SUPERSEDED SURVEY CONTROL
 DW0860
 DW0860  NAD 83(1986)-  33 54 42.97307(N)    114 05 10.95273(W) AD(       ) 2
 DW0860  NAD 27      -  33 54 42.89000(N)    114 05 08.15600(W) AD(       ) 2
 DW0860  NGVD 29 (07/19/86)  580.3    (m)         1904.     (f) VERT ANG    3  
 DW0860
 DW0860.Superseded values are not recommended for survey control.
 DW0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0860.See file dsdata.txt to determine how the superseded data were derived.
 DW0860
 DW0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6938956215(NAD 83)
 DW0860_MARKER: DS = TRIANGULATION STATION DISK
 DW0860_SETTING: 0 = UNSPECIFIED SETTING
 DW0860
 DW0860  HISTORY     - Date     Condition        Report By
 DW0860  HISTORY     - 1949     MONUMENTED       CGS
 DW0860
 DW0860                          STATION DESCRIPTION
 DW0860
 DW0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0860'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE WEST-SOUTHWEST
 DW0860'OF BOUSE ON THE HIGHEST PEAK OF A LOW ISOLATED MOUNTAIN.
 DW0860'THE STATION MARK IS A BRONZE STATION MARK WELDED TO THE
 DW0860'TOP OF A 2 INCH IRON PIPE.  IT PROJECTS 1 FOOT, IS SET ON
 DW0860'THE HIGHEST POINT OF THE PEAK 5 FEET SOUTH-SOUTHEAST OF A 5
 DW0860'FOOT CAIRN AND IS STAMPED, LAMOSA 1948.
 DW0860'
 DW0860'REFERENCE MARK NO. 1 IS SET FLUSH 3 FEET LOWER THAN THE
 DW0860'STATION MARK AND IS STAMPED, LAMOSA 1949 R.M. NO 1.
 DW0860'
 DW0860'REFERENCE MARK NO, 2 IS SET FLUSH 3 FEET LOWER THAN THE
 DW0860'STATION MARK AND IS STAMPED, LAMOSA 1949 R.M. NO 2.
 DW0860'
 DW0860'THE AZIMUTH MARK IS SET FLUSH ON A LOW RIDGE 10 PACES NORTHWEST
 DW0860'OF A BLADED ROAD AND 6 FEET WEST-NORTHWEST OF A WHITE WITNESS
 DW0860'POST.  IT IS STAMPED, LAMOSA 1949.
 DW0860'
 DW0860'TO REACH THE STATION FROM BOUSE.  GO SOUTHWEST ON STATE
 DW0860'HIGHWAY 95, 0.9 MILE TO A BLADED ROAD RIGHT AT A SIGN, QUARTZSITE
 DW0860'24, BOUSE 1.  TURN RIGHT, GO 1.2 MILE TO THE AZIMUTH MARK
 DW0860'ON THE RIGHT.  CONTINUE 0.7 MILE TO TRACKS LEFT.  TURN LEFT
 DW0860'INTO WASH THEN FOLLOW UP WASH 1.2 MILE.  TURN RIGHT OUT OF
 DW0860'WASH AND FOLLOW RIDGES 1.1 MILE TO THE BASE OF MOUNTAIN
 DW0860'AND END OF TRUCK TRAVEL TO THE RIGHT OF A WASH.  FOLLOW
 DW0860'WASH TO ITS END AND STATION ON LEFT.  A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1180 ***********************************************************************
 CG1180  DESIGNATION -  LAND
 CG1180  PID         -  CG1180
 CG1180  STATE/COUNTY-  AZ/COCHISE
 CG1180  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1180
 CG1180                         *CURRENT SURVEY CONTROL
 CG1180  ___________________________________________________________________
 CG1180* NAD 83(1992)-  31 39 07.76147(N)    110 20 37.68353(W)     ADJUSTED  
 CG1180* NAVD 88     -      1330.56   (+/-2cm)    4365.3    (feet)  VERTCON   
 CG1180  ___________________________________________________________________
 CG1180  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CG1180  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CG1180  HORZ ORDER  -  SECOND
 CG1180  VERT ORDER  -  THIRD ? (See Below)
 CG1180
 CG1180.The horizontal coordinates were established by classical geodetic methods
 CG1180.and adjusted by the National Geodetic Survey in August 1993.
 CG1180
 CG1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1180.The vertical order pertains to the NGVD 29 superseded value.
 CG1180
 CG1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1180
 CG1180.The geoid height was determined by GEOID03.
 CG1180
 CG1180;                    North         East     Units Scale Factor Converg.
 CG1180;SPC AZ E     -    72,314.248   196,560.808   MT  0.99990348   -0 05 34.6
 CG1180;SPC AZ E     -   237,251.47    644,884.54   iFT  0.99990348   -0 05 34.6
 CG1180;UTM  12      - 3,502,067.824   562,214.974   MT  0.99964774   +0 20 39.7
 CG1180
 CG1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1180!SPC AZ E     -   0.99979551  x   0.99990348  =   0.99969901
 CG1180!UTM  12      -   0.99979551  x   0.99964774  =   0.99944333
 CG1180
 CG1180|---------------------------------------------------------------------|
 CG1180| PID    Reference Object                     Distance      Geod. Az  |
 CG1180|                                                           dddmmss.s |
 CG1180| CS6133 LAND RM 1                            10.726 METERS 14611     |
 CG1180| CS6134 LAND RM 2                            10.427 METERS 32856     |
 CG1180|---------------------------------------------------------------------|
 CG1180
 CG1180                          SUPERSEDED SURVEY CONTROL
 CG1180
 CG1180  NAD 83(1986)-  31 39 07.75322(N)    110 20 37.67636(W) AD(       ) 2
 CG1180  NGVD 29 (06/28/91) 1329.71   (m)         4362.6    (f) LEVELING    3  
 CG1180
 CG1180.Superseded values are not recommended for survey control.
 CG1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1180.See file dsdata.txt to determine how the superseded data were derived.
 CG1180
 CG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6221502068(NAD 83)
 CG1180_MARKER: DS = TRIANGULATION STATION DISK
 CG1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1180+STABILITY: SURFACE MOTION
 CG1180
 CG1180  HISTORY     - Date     Condition        Report By
 CG1180  HISTORY     - 1986     MONUMENTED       AZDT
 CG1180  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CG1180
 CG1180                          STATION DESCRIPTION
 CG1180
 CG1180'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1180'THE STATION IS LOCATED ON TOP OF A HIGHWAY CUT BANK.  IT IS ABOUT 1/2
 CG1180'MILE NORTH OF HUACHUCA CITY AND ABOUT 3 MILES SOUTH OF THE JUNCTION OF
 CG1180'STATE ROUTES 90 AND 82.
 CG1180'
 CG1180'THE STATION MARK IS AN AZDT DISK STAMPED---LAND 1986---.  IT IS SET IN
 CG1180'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 FEET SOUTHWEST OF THE
 CG1180'WITNESS POST AND 2-1/2 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.
 CG1180'
 CG1180'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LAND RM 1 1986---.  IT IS
 CG1180'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTHWEST OF
 CG1180'THE RIGHT OF WAY FENCE.
 CG1180'
 CG1180'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LAND RM 2 1986---.  IT IS
 CG1180'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTHWEST OF
 CG1180'THE RIGHT OF WAY FENCE.
 CG1180'
 CG1180'TO REACH THE STATION THE POST OFFICE IN HUACHUCA CITY TRAVEL NORTH ON
 CG1180'STATE ROUTE 90 FOR 0.5 MILE TO THE STATION ON RIGHT AT MILE POST
 CG1180'311.3.  THE STATION IS 3.1 MILES SOUTH OF THE JUNCTION OF STATE
 CG1180'HIGHWAYS 90 AND 82 AT WHETSTONE.
 CG1180
 CG1180                          STATION RECOVERY (1998)
 CG1180
 CG1180'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0889 ***********************************************************************
 DV0889  DESIGNATION -  LAND RM 1
 DV0889  PID         -  DV0889
 DV0889  STATE/COUNTY-  AZ/MARICOPA
 DV0889  USGS QUAD   -  BUCKEYE NW (1982)
 DV0889
 DV0889                         *CURRENT SURVEY CONTROL
 DV0889  ___________________________________________________________________
 DV0889* NAD 83(1986)-  33 26 47.     (N)    112 42 43.     (W)     SCALED    
 DV0889* NAVD 88     -       323.77   (+/-2cm)    1062.2    (feet)  VERTCON   
 DV0889  ___________________________________________________________________
 DV0889  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0889
 DV0889.The horizontal coordinates were scaled from a topographic map and have
 DV0889.an estimated accuracy of +/- 6 seconds.
 DV0889
 DV0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0889.The vertical order pertains to the NGVD 29 superseded value.
 DV0889
 DV0889.The geoid height was determined by GEOID03.
 DV0889
 DV0889;                    North         East    Units  Estimated Accuracy
 DV0889;SPC AZ C     -   271,540.      139,420.      MT  (+/- 180 meters Scaled)
 DV0889
 DV0889                          SUPERSEDED SURVEY CONTROL
 DV0889
 DV0889  NGVD 29 (??/??/92)  323.131  (m)         1060.14   (f) ADJ UNCH    2 0
 DV0889
 DV0889.Superseded values are not recommended for survey control.
 DV0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0889.See file dsdata.txt to determine how the superseded data were derived.
 DV0889
 DV0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC408020(NAD 83)
 DV0889_MARKER: DR = REFERENCE MARK DISK
 DV0889_SETTING: 0 = UNSPECIFIED SETTING
 DV0889_STAMPING: LAND NO 1 1962
 DV0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0889
 DV0889  HISTORY     - Date     Condition        Report By
 DV0889  HISTORY     - 1962     MONUMENTED       CGS
 DV0889  HISTORY     - 1971     GOOD             NGS
 DV0889
 DV0889                          STATION DESCRIPTION
 DV0889
 DV0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DV0889'14.7 MI SE FROM TONOPAH.
 DV0889'13.5 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE IN
 DV0889'TONOPAH, THENCE 1.9 MILES SOUTH ALONG A GRADED ROAD TO THE MARK ON THE
 DV0889'LEFT JUST PAST A PROMINENT WASH.  82 FEET SOUTHWEST OF THE WITNESS
 DV0889'POST, 84 1/2 FEET EAST-SOUTHEAST OF TRIANGULATION STATION LAND AND
 DV0889'ABOUT 170 FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0888 ***********************************************************************
 DV0888  DESIGNATION -  LAND RM 2
 DV0888  PID         -  DV0888
 DV0888  STATE/COUNTY-  AZ/MARICOPA
 DV0888  USGS QUAD   -  BUCKEYE NW (1982)
 DV0888
 DV0888                         *CURRENT SURVEY CONTROL
 DV0888  ___________________________________________________________________
 DV0888* NAD 83(1986)-  33 26 47.     (N)    112 42 43.     (W)     SCALED    
 DV0888* NAVD 88     -       323.81   (+/-2cm)    1062.4    (feet)  VERTCON   
 DV0888  ___________________________________________________________________
 DV0888  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0888
 DV0888.The horizontal coordinates were scaled from a topographic map and have
 DV0888.an estimated accuracy of +/- 6 seconds.
 DV0888
 DV0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0888.The vertical order pertains to the NGVD 29 superseded value.
 DV0888
 DV0888.The geoid height was determined by GEOID03.
 DV0888
 DV0888;                    North         East    Units  Estimated Accuracy
 DV0888;SPC AZ C     -   271,540.      139,420.      MT  (+/- 180 meters Scaled)
 DV0888
 DV0888                          SUPERSEDED SURVEY CONTROL
 DV0888
 DV0888  NGVD 29 (??/??/92)  323.163  (m)         1060.24   (f) ADJ UNCH    2 0
 DV0888
 DV0888.Superseded values are not recommended for survey control.
 DV0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0888.See file dsdata.txt to determine how the superseded data were derived.
 DV0888
 DV0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC408020(NAD 83)
 DV0888_MARKER: DR = REFERENCE MARK DISK
 DV0888_SETTING: 0 = UNSPECIFIED SETTING
 DV0888_STAMPING: LAND NO 2 1962
 DV0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0888
 DV0888  HISTORY     - Date     Condition        Report By
 DV0888  HISTORY     - 1962     MONUMENTED       CGS
 DV0888  HISTORY     - 1962     GOOD             NGS
 DV0888
 DV0888                          STATION DESCRIPTION
 DV0888
 DV0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0888'14.7 MI SE FROM TONOPAH.
 DV0888'13.5 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE IN
 DV0888'TONOPAH, THENCE 1.9 MILES SOUTH ALONG A GRADED ROAD TO THE MARK ON THE
 DV0888'LEFT JUST PAST A PROMINENT WASH.  82 1/2 FEET SOUTH-SOUTHWEST OF
 DV0888'TRIANGULATION STATION LAND, 86 FEET SOUTHWEST OF THE WITNESS POST AND
 DV0888'35 FEET EAST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1082 ***********************************************************************
 DU1082  DESIGNATION -  LANDING
 DU1082  PID         -  DU1082
 DU1082  STATE/COUNTY-  AZ/MARICOPA
 DU1082  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1082
 DU1082                         *CURRENT SURVEY CONTROL
 DU1082  ___________________________________________________________________
 DU1082* NAD 83(1992)-  33 30 11.05649(N)    111 48 43.58571(W)     ADJUSTED  
 DU1082* NAVD 88     -       398.71   (+/-2cm)    1308.1    (feet)  VERTCON   
 DU1082  ___________________________________________________________________
 DU1082  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DU1082  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1082  HORZ ORDER  -  FIRST
 DU1082  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1082
 DU1082.The horizontal coordinates were established by classical geodetic methods
 DU1082.and adjusted by the National Geodetic Survey in August 1993.
 DU1082
 DU1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1082.The vertical order pertains to the NGVD 29 superseded value.
 DU1082
 DU1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1082
 DU1082.The geoid height was determined by GEOID03.
 DU1082
 DU1082;                    North         East     Units Scale Factor Converg.
 DU1082;SPC AZ C     -   277,545.956   223,074.624   MT  0.99990116   +0 03 27.8
 DU1082;SPC AZ C     -   910,583.85    731,872.13   iFT  0.99990116   +0 03 27.8
 DU1082;UTM  12      - 3,707,354.816   424,568.793   MT  0.99967015   -0 26 53.8
 DU1082
 DU1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1082!SPC AZ C     -   0.99994206  x   0.99990116  =   0.99984323
 DU1082!UTM  12      -   0.99994206  x   0.99967015  =   0.99961223
 DU1082
 DU1082|---------------------------------------------------------------------|
 DU1082| PID    Reference Object                     Distance      Geod. Az  |
 DU1082|                                                           dddmmss.s |
 DU1082| DU1081 LANDING RM 1                         12.994 METERS 01937     |
 DU1082| DU1080 LANDING RM 2                         15.334 METERS 10607     |
 DU1082| CH5824 LANDING RM 3 AZIMUTH                               2645010.0 |
 DU1082| CH5825 LANDING RM 3                                       2863912.6 |
 DU1082|---------------------------------------------------------------------|
 DU1082
 DU1082                          SUPERSEDED SURVEY CONTROL
 DU1082
 DU1082  NAD 83(1986)-  33 30 11.05108(N)    111 48 43.58889(W) AD(       ) 1
 DU1082  NAD 27      -  33 30 10.89400(N)    111 48 41.08200(W) AD(       ) 1
 DU1082  NGVD 29 (??/??/92)  398.166  (m)         1306.32   (f) ADJ UNCH    1 2
 DU1082
 DU1082.Superseded values are not recommended for survey control.
 DU1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1082.See file dsdata.txt to determine how the superseded data were derived.
 DU1082
 DU1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2456907355(NAD 83)
 DU1082_MARKER: DS = TRIANGULATION STATION DISK
 DU1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1082_SP_SET: STRUCTURE
 DU1082_STAMPING: LANDING 1935
 DU1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1082
 DU1082  HISTORY     - Date     Condition        Report By
 DU1082  HISTORY     - 1935     MONUMENTED       CGS
 DU1082  HISTORY     - 1955     GOOD             AMS
 DU1082  HISTORY     - 1960     GOOD             AMS
 DU1082  HISTORY     - 1967     GOOD             CGS
 DU1082  HISTORY     - 1967     GOOD             NGS
 DU1082  HISTORY     - 1974     GOOD             NGS
 DU1082  HISTORY     - 1981     GOOD             NGS
 DU1082  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1082  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU1082
 DU1082                          STATION DESCRIPTION
 DU1082
 DU1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1082'ON THE TOP OF A GATEHOUSE ON THE SOUTH SIDE OF THE ARIZONA
 DU1082'CANAL, ABOUT 6-1/2 MILES EAST OF SCOTTSDALE (AIR LINE).  THERE
 DU1082'IS A LANDING FIELD SOUTHWEST OF STATION.  MARKED BY A STANDARD
 DU1082'BRONZE DISK, SET IN THE TOP OF THE HOUSE, 1.250 METERS (4.10 FEET)
 DU1082'FROM THE SOUTH SIDE AND EQUIDISTANT FROM THE EAST AND WEST
 DU1082'SIDES.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU1082'IN TOP OF FLOODGATE, IS 13.045 METERS (42.80 FEET) FROM
 DU1082'STATION N 19 DEG 36 MIN E.  REFERENCE MARK NO. 2, A
 DU1082'STANDARD BRONZE REFERENCE DISK, IN TOP OF MAIN GATE, IS
 DU1082'15.590 METERS (51.15 FEET) FROM STATION S 73 DEG 51 MIN E.
 DU1082'THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS ON THE
 DU1082'NORTH SIDE OF THE ROAD ABOUT ONE-FOURTH MILE FROM THE
 DU1082'STATION S 84 DEG 50 MIN W.
 DU1082
 DU1082                          STATION RECOVERY (1955)
 DU1082
 DU1082'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DU1082'STATION RECOVERED.  THE STATION IS 15 FEET S OF CENTERLINE
 DU1082'ROAD AND E END BRIDGE.  75 FEET W OF CENTERLINE EW ROAD AND
 DU1082'CENTERLINE DRIVE S--60 FEET W OF CENTERLINE EW ROAD AND S END
 DU1082'OF DAM.
 DU1082
 DU1082                          STATION RECOVERY (1960)
 DU1082
 DU1082'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DU1082'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 DU1082'CONDITION.
 DU1082'
 DU1082'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 DU1082'
 DU1082'TO REACH THE STATION FROM THE INTERSECTION OF WEST MAIN ST.
 DU1082'AND NORTH COUNTRY CLUB DRIVE IN MESA, ARIZONA, GO NORTH ON
 DU1082'NORTH COUNTRY CLUB DRIVE FOR 3.6 MILES TO JUNCTION OF BEELINE
 DU1082'HIGHWAY ON THE RIGHT (NORTHEAST).  TURN RIGHT AND FOLLOW
 DU1082'BEELINE HIGHWAY FOR 2.3 MILES TO A DIRT ROAD ON THE LEFT (NORTH).
 DU1082'TURN LEFT AND FOLLOW THE DIRT ROAD 0.9 MILES TO A T ROAD
 DU1082'INTERSECTION.  TURN RIGHT (EAST) AND GO ABOUT 300 FT. TO A
 DU1082'CONCRETE GATEHOUSE ON THE SOUTH SIDE OF THE ARIZONA CANAL AND
 DU1082'THE STATION SITE.
 DU1082
 DU1082                          STATION RECOVERY (1967)
 DU1082
 DU1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DU1082'THE STATION MARK, STAMPED LANDING 1935, IS ABOUT 2.5 MILES NORTH
 DU1082'ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE AT SCOTTSDALE,
 DU1082'THENCE 0.6 MILE EAST ALONG MAC DONALD DRIVE, THENCE 7.3 MILES
 DU1082'EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1082'ARIZONA CANAL, IN SECTION 23, T 2 N, R 5 E, AT A CONCRETE DAM
 DU1082'ON THE ARIZONA CANAL AND A LARGE CONCRETE STRUCTURE CONTAINING
 DU1082'3 LARGE FLOODGATES CONTROLLING WATER FLOW TO A CANAL WHICH
 DU1082'LEADS SOUTH, SET IN THE TOP AND 3-1/2 FEET NORTH OF THE SOUTH
 DU1082'EDGE OF A CONCRETE BUILDING ON THE SOUTH SIDE OF THE CANAL, 20
 DU1082'FEET NORTH OF THE CENTER LINE OF THE ROAD ALONG THE CANAL, AND
 DU1082'ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
 DU1082'
 DU1082'R.M. 1, STAMPED LANDING NO 1 1935, IS 43.5 FEET NORTH OF THE
 DU1082'STATION MARK, 63 FEET NORTH OF THE CENTER LINE OF THE ROAD ALONG
 DU1082'THE CANAL, SET IN THE CENTER OF THE TOP OF A CONCRETE WALKWAY
 DU1082'OVER THE DAM, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
 DU1082'
 DU1082'R.M. 2, STAMPED LANDING NO 2 1935, IS 50.0 FEET EAST OF THE
 DU1082'STATION MARK, SET IN THE NORTHEAST END OF A CONCRETE STRUCTURE
 DU1082'CONTAINING 3 LARGE FLOODGATES CONTROLLING WATER FLOW TO A CANAL
 DU1082'WHICH LEADS SOUTH, 1.4 FEET WEST OF THE EAST END OF THE STRUCTURE,
 DU1082'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 DU1082
 DU1082                          STATION RECOVERY (1967)
 DU1082
 DU1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU1082'10.4 MI NE FROM SCOTTSDALE.
 DU1082'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1082'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 7.3
 DU1082'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1082'ARIZONA CANAL, IN SECTION 23, T 2 N, R 5 E, AT A CONCRETE DAM ON THE
 DU1082'ARIZONA CANAL AND A LARGE CONCRETE STRUCTURE CONTAINING 3 LARGE
 DU1082'FLOODGATES CONTROLLING WATER FLOW TO A CANAL WHICH LEADS SOUTH, SET IN
 DU1082'THE TOP AND 3 1/2 FEET NORTH OF THE SOUTH EDGE OF A CONCRETE BUILDING
 DU1082'ON THE SOUTH SIDE OF THE CANAL, 20 FEET NORTH OF THE CENTER LINE OF
 DU1082'THE ROAD ALONG THE CANAL, 50.0 FEET WEST OF BENCH MARK LANDING R.M. 2,
 DU1082'43.5 FEET SOUTH OF BENCH MARK LANDING R.M. 1, AND ABOUT 10 FEET ABOVE
 DU1082'THE LEVEL OF THE ROAD.
 DU1082
 DU1082                          STATION RECOVERY (1974)
 DU1082
 DU1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU1082'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DU1082'DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1935 DISTANCES
 DU1082'ARE BELIEVED TO BE MEASURED IN SLOPE DISTANCE.  THE AZIMUTH
 DU1082'MARK WAS DESTROYED BY FARMING OR ROAD CONSTRUCTION AND
 DU1082'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DU1082'
 DU1082'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LANDING 1935 NO 3
 DU1082'1974.  IT IS SET IN A DRILL HOLE IN THE NORTH BRIDGE ABUTTMENT
 DU1082'FOR AN OLD BRIDGE WHICH IS OUT AT THIS TIME.
 DU1082'
 DU1082'TO REACH THE STATION FROM THE INTERSECTION OF MC DOWELL ROAD AND
 DU1082'PIMA ROAD IN SCOTTSDALE, GO NORTH ALONG PIMA ROAD FOR 3.0 MILES
 DU1082'TO CHAPARRAL ROAD.  TURN RIGHT AND GO EAST FOR 2.0 MILES TO ALMA
 DU1082'SCHOOL ROAD.  TURN LEFT AND GO NORTH FOR 0.8 MILE TO A CROSS
 DU1082'ROAD ALONG THE SOUTH SIDE OF THE ARIZONA CANAL.  TURN RIGHT AND
 DU1082'GO EAST FOR 2.4 MILES TO A GATE VALVE ON THE LEFT AND BENCH
 DU1082'MARK Y 268 IN CONCRETE FOUNDATION.  THE AZIMUTH MARK (RM 3)
 DU1082'IS ABOUT 150 FEET SOUTH OF THIS POINT, CONTINUE EAST ALONG THE
 DU1082'ROAD FOR 1/2 MILE TO A CONCRETE GATEHOUSE ON THE LEFT AND
 DU1082'STATION.
 DU1082'
 DU1082'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU1082'
 DU1082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 DU1082'EAST OF SCOTTSDALE.
 DU1082
 DU1082                          STATION RECOVERY (1981)
 DU1082
 DU1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1082'10.3 KILOMETERS (6.4 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1082'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, MARK IS SET ON TOP OF
 DU1082'A MOUND OF CONCRETE SITTING IN THE CENTER OF THE CONCRETE ROOF OF A
 DU1082'3 X 3 METER (10 X 10 FEET) CINDERBLOCK BUILDING AT THE EVERGREEN
 DU1082'SPILLWAY STATION, 15.3 METERS (50.3 FEET) WEST OF REFERENCE MARK 2
 DU1082'AND 13.0 METERS (42.6 FEET) SOUTH OF REFERENCE MARK 1.  NOTE THIS
 DU1082'MARK NOT LEVELED TO THIS DATE.
 DU1082'THE MARK IS 3 M ABOVE THE SOUTH CANAL ROAD.
 DU1082
 DU1082                          STATION RECOVERY (1998)
 DU1082
 DU1082'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1082'MARK NOT FOUND.
 DU1082
 DU1082                          STATION RECOVERY (2007)
 DU1082
 DU1082'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1082'THE HOUSE APPEARS TO BE NEWER THAN 1935 VINTAGE, AND HAS EITHER BEEN
 DU1082'REBUILT OR RE-ROOFED. NO MARK IS VISIBLE ON THE TAR-AND-GRAVEL ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1081 ***********************************************************************
 DU1081  DESIGNATION -  LANDING RM 1
 DU1081  PID         -  DU1081
 DU1081  STATE/COUNTY-  AZ/MARICOPA
 DU1081  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1081
 DU1081                         *CURRENT SURVEY CONTROL
 DU1081  ___________________________________________________________________
 DU1081* NAD 83(1986)-  33 30 10.     (N)    111 48 44.     (W)     SCALED    
 DU1081* NAVD 88     -       397.68   (+/-2cm)    1304.7    (feet)  VERTCON   
 DU1081  ___________________________________________________________________
 DU1081  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1081  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1081
 DU1081.The horizontal coordinates were scaled from a topographic map and have
 DU1081.an estimated accuracy of +/- 6 seconds.
 DU1081
 DU1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1081.The vertical order pertains to the NGVD 29 superseded value.
 DU1081
 DU1081.The geoid height was determined by GEOID03.
 DU1081
 DU1081;                    North         East    Units  Estimated Accuracy
 DU1081;SPC AZ C     -   277,510.      223,060.      MT  (+/- 180 meters Scaled)
 DU1081
 DU1081                          SUPERSEDED SURVEY CONTROL
 DU1081
 DU1081  NGVD 29 (??/??/92)  397.140  (m)         1302.95   (f) ADJ UNCH    1 2
 DU1081
 DU1081.Superseded values are not recommended for survey control.
 DU1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1081.See file dsdata.txt to determine how the superseded data were derived.
 DU1081
 DU1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC245073(NAD 83)
 DU1081_MARKER: DR = REFERENCE MARK DISK
 DU1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1081_SP_SET: WALKWAY
 DU1081_STAMPING: LANDING NO 1 1935
 DU1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1081
 DU1081  HISTORY     - Date     Condition        Report By
 DU1081  HISTORY     - 1935     MONUMENTED       CGS
 DU1081  HISTORY     - 1967     GOOD             NGS
 DU1081  HISTORY     - 1981     GOOD             NGS
 DU1081  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1081  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU1081
 DU1081                          STATION DESCRIPTION
 DU1081
 DU1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1081'10.4 MI NE FROM SCOTTSDALE.
 DU1081'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1081'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 7.3
 DU1081'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1081'ARIZONA CANAL, IN SECTION 23, T 2 N, R 5 E, AT A CONCRETE DAM ON THE
 DU1081'ARIZONA CANAL, 63 FEET NORTH OF THE CENTER LINE OF THE ROAD ALONG THE
 DU1081'CANAL, SET IN THE CENTER OF THE TOP OF A CONCRETE WALKWAY OVER THE
 DU1081'DAM, 43.5 FEET NORTH OF BENCH MARK LANDING, AND ABOUT 10 FEET ABOVE
 DU1081'THE LEVEL OF THE ROAD.
 DU1081
 DU1081                          STATION RECOVERY (1981)
 DU1081
 DU1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1081'10.3 KILOMETERS (6.4 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1081'INTERSECTIN OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1081'CENTER OF THE ABANDONED SPILLWAY STRUCTURE OVER THE ARIZONA CANAL AT
 DU1081'THE EVERGREEN SPILLWAY STATION, 13.0 METERS (42.6 FEET) NORTH OF
 DU1081'TRIANGULATION STATION LANDING AND 1.0 METER (3.3 FEET) BELOW THE
 DU1081'TRIANGULATION STATION.  THIS MARK NOT LEVELED TO THIS DATE.
 DU1081'THE MARK IS 2.1 M ABOVE THE SOUTH CANAL ROAD.
 DU1081
 DU1081                          STATION RECOVERY (1998)
 DU1081
 DU1081'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1081'MARK NOT FOUND.
 DU1081
 DU1081                          STATION RECOVERY (2007)
 DU1081
 DU1081'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1081'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1080 ***********************************************************************
 DU1080  DESIGNATION -  LANDING RM 2
 DU1080  PID         -  DU1080
 DU1080  STATE/COUNTY-  AZ/MARICOPA
 DU1080  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1080
 DU1080                         *CURRENT SURVEY CONTROL
 DU1080  ___________________________________________________________________
 DU1080* NAD 83(1986)-  33 30 10.     (N)    111 48 44.     (W)     SCALED    
 DU1080* NAVD 88     -       395.945  (meters)    1299.03   (feet)  READJUSTED
 DU1080  ___________________________________________________________________
 DU1080  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1080  DYNAMIC HT  -         395.480 (meters)    1297.50  (feet)  COMP
 DU1080  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 DU1080
 DU1080  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1080
 DU1080.The horizontal coordinates were scaled from a topographic map and have
 DU1080.an estimated accuracy of +/- 6 seconds.
 DU1080
 DU1080.The orthometric height was determined by differential leveling
 DU1080.and adjusted in April 1999.
 DU1080.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1080.distribution rate of 0.0 thru 1.0 mm/km.
 DU1080.The height was derived from older observations constrained to new
 DU1080.heights in a crustal motion area.  The height is approximate in
 DU1080.relation to other heights in its vicinity.
 DU1080
 DU1080.The geoid height was determined by GEOID03.
 DU1080
 DU1080.The dynamic height is computed by dividing the NAVD 88
 DU1080.geopotential number by the normal gravity value computed on the
 DU1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1080.degrees latitude (g = 980.6199 gals.).
 DU1080
 DU1080.The modeled gravity was interpolated from observed gravity values.
 DU1080
 DU1080;                    North         East    Units  Estimated Accuracy
 DU1080;SPC AZ C     -   277,510.      223,060.      MT  (+/- 180 meters Scaled)
 DU1080
 DU1080                          SUPERSEDED SURVEY CONTROL
 DU1080
 DU1080  NAVD 88 (06/15/91)  395.962  (m)         1299.09   (f) UNKNOWN     1 2
 DU1080  NGVD 29 (??/??/92)  395.474  (m)         1297.48   (f) ADJ UNCH    1 2
 DU1080
 DU1080.Superseded values are not recommended for survey control.
 DU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1080.See file dsdata.txt to determine how the superseded data were derived.
 DU1080
 DU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC245073(NAD 83)
 DU1080_MARKER: DR = REFERENCE MARK DISK
 DU1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1080_SP_SET: STRUCTURE
 DU1080_STAMPING: LANDING NO 2 1935
 DU1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1080
 DU1080  HISTORY     - Date     Condition        Report By
 DU1080  HISTORY     - 1935     MONUMENTED       CGS
 DU1080  HISTORY     - 1967     GOOD             NGS
 DU1080  HISTORY     - 1981     GOOD             NGS
 DU1080  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1080  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1080  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU1080
 DU1080                          STATION DESCRIPTION
 DU1080
 DU1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1080'10.4 MI NE FROM SCOTTSDALE.
 DU1080'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1080'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 7.3
 DU1080'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1080'ARIZONA CANAL, IN SECTION 23, T 2 N, R 5 E, AT A CONCRETE DAM ON THE
 DU1080'ARIZONA CANAL, SET IN THE NORTHEAST END OF A CONCRETE STRUCTURE
 DU1080'CONTAINING 3 LARGE FLOODGATES CONTROLLING WATER FLOW TO A CANAL WHICH
 DU1080'LEADS SOUTH, 1.4 FEET WEST OF THE EAST END OF THE STRUCTURE, 50.0 FEET
 DU1080'EAST OF BENCH MARK LANDING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DU1080'ROAD.
 DU1080
 DU1080                          STATION RECOVERY (1981)
 DU1080
 DU1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1080'10.3 KILOMETERS (6.4 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1080'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1080'EAST END OF THE CONCRETE WALKWAY OVER THE FLOODGATES FOR THE SPILLWAY
 DU1080'LEADING SOUTH AT THE EVERGREEN STATION OF THE ARIZONA CANAL, 4.5
 DU1080'METERS (14.8 FEET) NORTH OF THE CENTERLINE OF THE CONCRETE BRIDGE OVER
 DU1080'THE SOUTH SPILLWAY, 15.3 METERS (50.3 FEET) EAST OF A TRIANGULATION
 DU1080'STATION LANDING, 1.4 METERS (4.6 FEET) SOUTH OF THE NORTH EDGE OF THE
 DU1080'WALKWAY AND 0.45 METERS (1.4 FEET) WEST OF THE EAST EDGE OF THE
 DU1080'WALKWAY.
 DU1080'THE MARK IS 0.8 M ABOVE THE CANAL ROAD.
 DU1080
 DU1080                          STATION RECOVERY (1998)
 DU1080
 DU1080'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1080'MARK NOT FOUND.
 DU1080
 DU1080                          STATION RECOVERY (1999)
 DU1080
 DU1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1080'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1080
 DU1080                          STATION RECOVERY (2007)
 DU1080
 DU1080'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1080'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1180 ***********************************************************************
 CY1180  DESIGNATION -  LANDMARK
 CY1180  PID         -  CY1180
 CY1180  STATE/COUNTY-  AZ/COCHISE
 CY1180  USGS QUAD   -  PAT HILLS NORTH (1974)
 CY1180
 CY1180                         *CURRENT SURVEY CONTROL
 CY1180  ___________________________________________________________________
 CY1180* NAD 83(1992)-  32 01 00.45845(N)    109 36 53.70339(W)     ADJUSTED  
 CY1180* NAVD 88     -      1527.     (meters)    5010.     (feet)  SCALED    
 CY1180  ___________________________________________________________________
 CY1180  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 CY1180  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CY1180  HORZ ORDER  -  FIRST
 CY1180
 CY1180.The horizontal coordinates were established by classical geodetic methods
 CY1180.and adjusted by the National Geodetic Survey in August 1993.
 CY1180
 CY1180.The orthometric height was scaled from a topographic map.
 CY1180
 CY1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1180
 CY1180.The geoid height was determined by GEOID03.
 CY1180
 CY1180;                    North         East     Units Scale Factor Converg.
 CY1180;SPC AZ E     -   112,862.129   265,482.140   MT  0.99993349   +0 17 33.1
 CY1180;SPC AZ E     -   370,282.58    871,004.40   iFT  0.99993349   +0 17 33.1
 CY1180;UTM  12      - 3,543,135.544   630,810.205   MT  0.99981103   +0 44 03.9
 CY1180
 CY1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1180!SPC AZ E     -   0.99976454  x   0.99993349  =   0.99969805
 CY1180!UTM  12      -   0.99976454  x   0.99981103  =   0.99957561
 CY1180
 CY1180:                Primary Azimuth Mark                     Grid Az
 CY1180:SPC AZ E     -  LANDMARK AZ MK                           023 43 37.9
 CY1180:UTM  12      -  LANDMARK AZ MK                           023 17 07.1
 CY1180
 CY1180|---------------------------------------------------------------------|
 CY1180| PID    Reference Object                     Distance      Geod. Az  |
 CY1180|                                                           dddmmss.s |
 CY1180| CC6815 LANDMARK AZ MK                                     0240111.0 |
 CY1180| CC6816 LANDMARK RM 1                         4.900 METERS 09613     |
 CY1180| CC6817 LANDMARK RM 2                         8.195 METERS 18306     |
 CY1180|---------------------------------------------------------------------|
 CY1180
 CY1180                          SUPERSEDED SURVEY CONTROL
 CY1180
 CY1180  NAD 83(1986)-  32 01 00.45392(N)    109 36 53.69860(W) AD(       ) 1
 CY1180  NAD 27      -  32 01 00.14900(N)    109 36 51.47000(W) AD(       ) 1
 CY1180
 CY1180.Superseded values are not recommended for survey control.
 CY1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1180.See file dsdata.txt to determine how the superseded data were derived.
 CY1180
 CY1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3081043136(NAD 83)
 CY1180_MARKER: DS = TRIANGULATION STATION DISK
 CY1180_SETTING: 80 = SET IN A BOULDER
 CY1180_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY1180
 CY1180  HISTORY     - Date     Condition        Report By
 CY1180  HISTORY     - 1935     MONUMENTED       CGS
 CY1180  HISTORY     - 1956     GOOD             USE
 CY1180
 CY1180                          STATION DESCRIPTION
 CY1180
 CY1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1180'STATION IS ON THE HIGHEST HILL OF THE CLUMP LOCALLY KNOWN AS
 CY1180'PAT HILLS, ABOUT 20 MILES AIRLINE SOUTHEAST OF WILLCOX, AND 10
 CY1180'MILES SOUTH OF DOS CABEZOS, ON LINE BETWEEN SECS. 29 AND 30,
 CY1180'T. 16 S., R. 27 E.
 CY1180'
 CY1180'TO REACH FROM WILLCOX GO SOUTH FROM THE DEPOT FOR 6.5 MILES TO
 CY1180'A JUNCTION, KEEP STRAIGHT AHEAD FOR 5.3 MILES TO A CATTLE GUARD
 CY1180'ON THE LEFT, TURN RIGHT THROUGH GUARD AND GO 1.0 MILE TO A
 CY1180'FENCE CORNER, KEEP TO THE RIGHT OF CORNER AND FOLLOW MAIN-TRAVELED
 CY1180'ROAD FOR 1.3 MILES TO A FORK, FOLLOW THE LEFT FORK FOR 0.7 MILE,
 CY1180'KEEP STRAIGHT AHEAD FOR 0.3 MILE TO ANOTHER GUARD, THROUGH GUARD
 CY1180'CONTINUE FOR 2.2 MILES, KEEP STRAIGHT AHEAD FOR 0.1 MILE TO TWO
 CY1180'WINDMILLS.  FROM HERE FOLLOW THE MAIN-TRAVELED ROAD FOR ABOUT
 CY1180'1.3 MILES TO ANOTHER CATTLE GUARD, HERE TURN RIGHT BEFORE
 CY1180'REACHING FENCE AND FOLLOW FENCE SOUTH FOR 0.3 MILE TO
 CY1180'AZIMUTH MARK ON THE RIGHT SIDE OF THE DIM ROAD.  CONTINUE
 CY1180'STRAIGHT AHEAD SOUTH ON THE RIGHT SIDE OF A SMALL HILL
 CY1180'AND THE LEFT SIDE OF A DEEP WASH TO THE FOOT OF THE HIGHEST
 CY1180'HILL AND THE END OF TRUCK TRAVEL, CLIMB SOUTHWEST TO THE
 CY1180'HIGHEST POINT OF THE HILL AND STATION.
 CY1180
 CY1180                          STATION RECOVERY (1956)
 CY1180
 CY1180'RECOVERY NOTE BY US ENGINEERS 1956
 CY1180'STATION RECOVERED AS DESCRIBED.
 CY1180'
 CY1180'REFERENCE MARK 1 COVERED BY 4 FOOT PILE OF ROCKS.
 CY1180'
 CY1180'REFERENCE MARK 2 IN THE OPEN--STATION WAS ALSO COVERED BY LARGE
 CY1180'PILE OF ROCKS.
 CY1180'
 CY1180'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0462 ***********************************************************************
 ER0462  DESIGNATION -  LANE
 ER0462  PID         -  ER0462
 ER0462  STATE/COUNTY-  AZ/APACHE
 ER0462  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0462
 ER0462                         *CURRENT SURVEY CONTROL
 ER0462  ___________________________________________________________________
 ER0462* NAD 83(2007)-  34 32 01.04820(N)    109 23 01.98841(W)     ADJUSTED  
 ER0462* NAVD 88     -      1744.0    (meters)    5722.     (feet)  GPS OBS   
 ER0462  ___________________________________________________________________
 ER0462  EPOCH DATE  -        2007.00
 ER0462  X           -  -1,746,219.258 (meters)                     COMP
 ER0462  Y           -  -4,963,113.247 (meters)                     COMP
 ER0462  Z           -   3,596,340.797 (meters)                     COMP
 ER0462  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 ER0462  ELLIP HEIGHT-        1720.732 (meters)          (02/10/07) ADJUSTED
 ER0462  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 ER0462
 ER0462  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0462  Type    PID    Designation                      North   East  Ellip
 ER0462  -------------------------------------------------------------------
 ER0462  NETWORK ER0462 LANE                              0.67   0.57   1.59
 ER0462  -------------------------------------------------------------------
 ER0462
 ER0462.The horizontal coordinates were established by GPS observations
 ER0462.and adjusted by the National Geodetic Survey in February 2007.
 ER0462
 ER0462.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0462.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0462.The horizontal coordinates are valid at the epoch date displayed above.
 ER0462.The epoch date for horizontal control is a decimal equivalence
 ER0462.of Year/Month/Day.
 ER0462
 ER0462.The orthometric height was determined by GPS observations and a
 ER0462.high-resolution geoid model.
 ER0462
 ER0462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0462
 ER0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0462
 ER0462.The ellipsoidal height was determined by GPS observations
 ER0462.and is referenced to NAD 83.
 ER0462
 ER0462.The geoid height was determined by GEOID03.
 ER0462
 ER0462;                    North         East     Units Scale Factor Converg.
 ER0462;SPC AZ E     -   392,119.678   285,215.335   MT  0.99996362   +0 26 37.6
 ER0462;SPC AZ E     - 1,286,481.88    935,745.85   iFT  0.99996362   +0 26 37.6
 ER0462;UTM  12      - 3,822,511.722   648,312.032   MT  0.99987113   +0 54 58.8
 ER0462
 ER0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0462!SPC AZ E     -   0.99972996  x   0.99996362  =   0.99969359
 ER0462!UTM  12      -   0.99972996  x   0.99987113  =   0.99960113
 ER0462
 ER0462:                Primary Azimuth Mark                     Grid Az
 ER0462:SPC AZ E     -  ZUNI                                     030 00 15.9
 ER0462:UTM  12      -  ZUNI                                     029 31 54.7
 ER0462
 ER0462|---------------------------------------------------------------------|
 ER0462| PID    Reference Object                     Distance      Geod. Az  |
 ER0462|                                                           dddmmss.s |
 ER0462| ER0458 ZUNI                                APPROX.16.0 KM 0302653.5 |
 ER0462| AE3170 LANE RM 2                             9.989 METERS 17314     |
 ER0462| AE3169 LANE RM 1                            17.109 METERS 27319     |
 ER0462|---------------------------------------------------------------------|
 ER0462
 ER0462                          SUPERSEDED SURVEY CONTROL
 ER0462
 ER0462  ELLIP H (08/22/01) 1720.748  (m)                       GP(       ) 4 1
 ER0462  NAD 83(1992)-  34 32 01.04817(N)    109 23 01.98803(W) AD(       ) 1
 ER0462  ELLIP H (09/26/97) 1720.782  (m)                       GP(       ) 4 1
 ER0462  NAD 83(1992)-  34 32 01.04767(N)    109 23 01.99016(W) AD(       ) 2
 ER0462  NAD 83(1986)-  34 32 01.04683(N)    109 23 01.99833(W) AD(       ) 2
 ER0462  NAD 27      -  34 32 00.91460(N)    109 22 59.61958(W) AD(       ) 2
 ER0462  NGVD 29 (07/19/86) 1743.5    (m)         5720.     (f) VERT ANG    3  
 ER0462
 ER0462.Superseded values are not recommended for survey control.
 ER0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0462.See file dsdata.txt to determine how the superseded data were derived.
 ER0462
 ER0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4831222512(NAD 83)
 ER0462_MARKER: DB = BENCH MARK DISK
 ER0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0462_STAMPING: LANE 1954
 ER0462_MARK LOGO: USGS  
 ER0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 ER0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0462+STABILITY: SURFACE MOTION
 ER0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0462+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 ER0462
 ER0462  HISTORY     - Date     Condition        Report By
 ER0462  HISTORY     - 1954     MONUMENTED       USGS
 ER0462  HISTORY     - 19970515 GOOD             NGS
 ER0462
 ER0462                          STATION DESCRIPTION
 ER0462
 ER0462'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (RKG)
 ER0462'THE STATION IS LOCATED ABOUT 2 MILES WEST NORTHWEST OF ST. JOHNS AND
 ER0462'IS NORTHWEST OF ST. JOHNS MUNICIPAL AIRPORT.
 ER0462'
 ER0462'THE STATION MARK IS A USGS BENCH MARK DISK STAMPED---LANE 1954---
 ER0462'AND IS SET IN A CONCRETE POST 40 FEET EAST OF A DIRT ROAD CENTERLINE
 ER0462'AND 4 FEET WEST OF A WIRE FENCE.
 ER0462'
 ER0462'REFERENCE MARK 2 IS A USGS DISK STAMPED---LANE RM 2 1954---SET IN
 ER0462'A CONCRETE POST 43 FEET EAST OF CENTERLINE OF DIRT ROAD AND 1 FOOT
 ER0462'WEST OF A WIRE FENCE.
 ER0462'
 ER0462'REFERENCE MARK 1 IS A USGS DISK STAMPED---LANE RM 1 1954---SET IN
 ER0462'A CONCRETE POST 18 FEET WEST OF DIRT ROAD AND 1 FOOT EAST OF A WIRE
 ER0462'FENCE.
 ER0462'
 ER0462'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 180-666 AND 61 IN
 ER0462'ST. JOHNS, TRAVEL WEST ON HWY. 61 FOR 1.38 MILES TO A PAVED ROAD ON
 ER0462'THE RIGHT, TURN RIGHT AND GO NORTH FOR 1.35 MILES TO END OF PAVED
 ER0462'ROAD, CONTINUE NORTH ON DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE
 ER0462'RIGHT.  STATION IS EAST OF ROAD AND NEAR A WIRE FENCE ON A RIDGE.
 ER0462
 ER0462                          STATION RECOVERY (1997)
 ER0462
 ER0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ER0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 ER0462'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH UPDATED DESCRIPTION AS
 ER0462'FOLLOWS.  THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST FROM
 ER0462'ST JOHNS, 1 KM (0.60 MI) NORTHWEST FROM ST JOHNS INDUSTRIAL AIRPARK,
 ER0462'AT THE END OF A TWO LANE GRAVEL ROAD.  OWNERSHIP -- UNKNOWN. TO REACH
 ER0462'THE STATION FROM THE JUNCTION OF COMBINED US HIGHWAYS 180 AND 191 AND
 ER0462'STATE HIGHWAY 61, GO WEST ON COMBINED US HIGHWAY 180 AND STATE HIGHWAY
 ER0462'61 (COMMERCIAL STREET THEN CLEVELAND STREET) FOR 2.1 KM (1.30 MI) TO
 ER0462'13TH WEST STREET.  TURN RIGHT AND GO NORTH FOR A TOTAL OF 3.0 KM (1.85
 ER0462'MI) PASSING AIRPORT STREET ON RIGHT AT 1.3 KM (0.80 MI) PASSING COUNTY
 ER0462'HIGHWAY 6348 (15TH STREET NORTH) AT 2.17 KM (1.35 MI) PASSING 17TH
 ER0462'STREET NORTH AND THE BEGINNING OF GRAVEL PAVEMENT AT 2.4 KM (1.50 MI)
 ER0462'TO A RIDGE AT THE END OF GRAVEL ROAD AND THE STATION ON RIGHT. THE
 ER0462'MARK IS A USGS BENCHMARK DISK IN A 18 CM (7 IN) DIAMETER CONCRETE
 ER0462'POST.  THE STATION IS LOCATED ABOUT 38.1 M (125.0 FT) NORTH OF THE
 ER0462'EXTENDED CENTER OF A PRIVATE DRIVEWAY, 12.2 M (40.0 FT) EAST OF A
 ER0462'GRAVEL ROAD CENTER, 3.6 M (11.8 FT) SOUTH FROM A WEAK BARBED WIRE
 ER0462'FENCE, AND 1.3 M (4.3 FT) WEST FROM A BARBED WIRE RIGHT OF WAY FENCE.
 ER0462'THE MARK PROJECTS 5 CM (2 IN) ABOVE GRADE.  DESC 15 MAY 1997 WC
 ER0462'WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2131 ***********************************************************************
 DV2131  DESIGNATION -  LANE
 DV2131  PID         -  DV2131
 DV2131  STATE/COUNTY-  AZ/MARICOPA
 DV2131  USGS QUAD   -  PERRYVILLE (1982)
 DV2131
 DV2131                         *CURRENT SURVEY CONTROL
 DV2131  ___________________________________________________________________
 DV2131* NAD 83(1992)-  33 22 33.06584(N)    112 28 25.42888(W)     ADJUSTED  
 DV2131* NAVD 88     -       268.88   (+/-2cm)     882.2    (feet)  VERTCON   
 DV2131  ___________________________________________________________________
 DV2131  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DV2131  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DV2131  HORZ ORDER  -  SECOND
 DV2131  VERT ORDER  -  THIRD ? (See Below)
 DV2131
 DV2131.The horizontal coordinates were established by classical geodetic methods
 DV2131.and adjusted by the National Geodetic Survey in August 1993.
 DV2131
 DV2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2131.The vertical order pertains to the NGVD 29 superseded value.
 DV2131
 DV2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2131
 DV2131.The geoid height was determined by GEOID03.
 DV2131
 DV2131;                    North         East     Units Scale Factor Converg.
 DV2131;SPC AZ C     -   263,570.874   161,527.324   MT  0.99993311   -0 18 23.3
 DV2131;SPC AZ C     -   864,733.84    529,945.29   iFT  0.99993311   -0 18 23.3
 DV2131;UTM  12      - 3,693,925.191   362,910.916   MT  0.99983170   -0 48 39.1
 DV2131
 DV2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2131!SPC AZ C     -   0.99996257  x   0.99993311  =   0.99989568
 DV2131!UTM  12      -   0.99996257  x   0.99983170  =   0.99979428
 DV2131
 DV2131|---------------------------------------------------------------------|
 DV2131| PID    Reference Object                     Distance      Geod. Az  |
 DV2131|                                                           dddmmss.s |
 DV2131| CH5828 LANE RM 2                            18.796 METERS 00350     |
 DV2131| DV2130 BRADLEY                             APPROX. 5.7 KM 0925633.3 |
 DV2131| CH5827 LANE RM 1                            15.730 METERS 19621     |
 DV2131| CH5826 LANE AZ MK                                         2803730.4 |
 DV2131|---------------------------------------------------------------------|
 DV2131
 DV2131                          SUPERSEDED SURVEY CONTROL
 DV2131
 DV2131  NAD 83(1986)-  33 22 33.05963(N)    112 28 25.43329(W) AD(       ) 2
 DV2131  NAD 27      -  33 22 32.90600(N)    112 28 22.85400(W) AD(       ) 2
 DV2131  NGVD 29 (07/19/86)  268.24   (m)          880.1    (f) LEVELING    3  
 DV2131
 DV2131.Superseded values are not recommended for survey control.
 DV2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2131.See file dsdata.txt to determine how the superseded data were derived.
 DV2131
 DV2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6291193925(NAD 83)
 DV2131_MARKER: DS = TRIANGULATION STATION DISK
 DV2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2131
 DV2131  HISTORY     - Date     Condition        Report By
 DV2131  HISTORY     - 1934     MONUMENTED       CGS
 DV2131  HISTORY     - 1957     SEE DESCRIPTION  USGS
 DV2131  HISTORY     - 19960305 GOOD             USPSQD
 DV2131  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV2131
 DV2131                          STATION DESCRIPTION
 DV2131
 DV2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2131'ON THE WEST SIDE OF A LANE 0.1 MILE SOUTH OF U.S. HIGHWAY
 DV2131'NO. 80 AND 4 FEET EAST OF THE FENCE LINE RUNNING NORTH AND
 DV2131'SOUTH.  TO REACH FROM BUCKEYE--FOLLOW THE HIGHWAY EAST FOR
 DV2131'ABOUT 6.5 MILES TO THE BLUE BONNET SIGN AND TURN RIGHT, GOING
 DV2131'0.1 MILE TO THE STATION.  MARKED BY STANDARD BRONZE DISKS.
 DV2131'REFERENCE MARK NO. 1, A
 DV2131'STANDARD BRONZE REFERENCE DISK, IS 15.730 METERS
 DV2131'(56.61 FEET) FROM STATION N 85 DEG 01 MIN W.  REFERENCE
 DV2131'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DV2131'18.796 METERS (61.67 FEET) FROM STATION N 82 DEG 27 MIN E.
 DV2131'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD
 DV2131'BRONZE DISK, IS ON THE NORTH SIDE OF HIGHWAY NO.
 DV2131'80 JUST AT THE HEAD OF THE LANE AND ABOUT 0.15 MILE FROM
 DV2131'STATION N 79 DEG 22 MIN W.
 DV2131
 DV2131                          STATION RECOVERY (1957)
 DV2131
 DV2131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DV2131'STATION HAS EVIDENTLY BEEN BURIED DUE TO FARM IMPROVEMENTS.
 DV2131
 DV2131                          STATION RECOVERY (1996)
 DV2131
 DV2131'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2131'RECOVERED IN GOOD CONDITION.
 DV2131
 DV2131                          STATION RECOVERY (2006)
 DV2131
 DV2131'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2240 ***********************************************************************
 DV2240  DESIGNATION -  LANE
 DV2240  PID         -  DV2240
 DV2240  STATE/COUNTY-  AZ/MARICOPA
 DV2240  USGS QUAD   -  PERRYVILLE (1982)
 DV2240
 DV2240                         *CURRENT SURVEY CONTROL
 DV2240  ___________________________________________________________________
 DV2240* NAD 83(2007)-  33 27 41.36037(N)    112 25 37.75398(W)     ADJUSTED  
 DV2240* NAVD 88     -       316.6    (meters)    1039.     (feet)  VERTCON   
 DV2240  ___________________________________________________________________
 DV2240  EPOCH DATE  -        2007.00
 DV2240  X           -  -2,032,167.901 (meters)                     COMP
 DV2240  Y           -  -4,923,784.295 (meters)                     COMP
 DV2240  Z           -   3,496,929.563 (meters)                     COMP
 DV2240  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DV2240  ELLIP HEIGHT-         286.383 (meters)          (02/10/07) ADJUSTED
 DV2240  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV2240
 DV2240  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2240  Type    PID    Designation                      North   East  Ellip
 DV2240  -------------------------------------------------------------------
 DV2240  NETWORK DV2240 LANE                              2.29   1.63   7.02
 DV2240  -------------------------------------------------------------------
 DV2240
 DV2240.The horizontal coordinates were established by GPS observations
 DV2240.and adjusted by the National Geodetic Survey in February 2007.
 DV2240
 DV2240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2240.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2240.The horizontal coordinates are valid at the epoch date displayed above.
 DV2240.The epoch date for horizontal control is a decimal equivalence
 DV2240.of Year/Month/Day.
 DV2240
 DV2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2240
 DV2240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2240
 DV2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2240
 DV2240.The ellipsoidal height was determined by GPS observations
 DV2240.and is referenced to NAD 83.
 DV2240
 DV2240.The geoid height was determined by GEOID03.
 DV2240
 DV2240;                    North         East     Units Scale Factor Converg.
 DV2240;SPC AZ C     -   273,046.068   165,907.733   MT  0.99992775   -0 16 53.3
 DV2240;SPC AZ C     -   895,820.43    544,316.71   iFT  0.99992775   -0 16 53.3
 DV2240;UTM  12      - 3,703,360.410   367,374.188   MT  0.99981686   -0 47 13.2
 DV2240
 DV2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2240!SPC AZ C     -   0.99995504  x   0.99992775  =   0.99988280
 DV2240!UTM  12      -   0.99995504  x   0.99981686  =   0.99977191
 DV2240
 DV2240                          SUPERSEDED SURVEY CONTROL
 DV2240
 DV2240  ELLIP H (06/11/02)  286.422  (m)                       GP(       ) 4 2
 DV2240  NAD 83(1992)-  33 27 41.35842(N)    112 25 37.75361(W) AD(       ) 1
 DV2240  ELLIP H (08/23/93)  286.555  (m)                       GP(       ) 4 2
 DV2240  NAD 83(1986)-  33 27 41.35280(N)    112 25 37.75976(W) AD(       ) 1
 DV2240  NGVD 29 (09/11/89)  316.0    (m)         1037.     (f) GPS OBS     3  
 DV2240
 DV2240.Superseded values are not recommended for survey control.
 DV2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2240.See file dsdata.txt to determine how the superseded data were derived.
 DV2240
 DV2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6737403360(NAD 83)
 DV2240_MARKER: DD = SURVEY DISK
 DV2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2240+STABILITY: SURFACE MOTION
 DV2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2240+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DV2240
 DV2240  HISTORY     - Date     Condition        Report By
 DV2240  HISTORY     - 1986     MONUMENTED       AZDT
 DV2240  HISTORY     - 20070626 GOOD             GEOCAC
 DV2240
 DV2240                          STATION DESCRIPTION
 DV2240
 DV2240'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2240'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) WNW OF GOODYEAR, ARIZONA.
 DV2240'
 DV2240'TO REACH THE STATION, GO TO THE INTERSECTION OF INTERSTATE HWY. 10
 DV2240'AND COTTON LANE AND TO THE STATION IN THE MEDIAN OF THE WEST BANK.
 DV2240'
 DV2240'THE STATION IS A STANDARD AGS DISK
 DV2240'STAMPED---LANE 1986---,
 DV2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2240'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2240'2.9 METERS (9.5 FT) WEST FROM A CHAIN LINK FENCE,
 DV2240'1.22 METERS (4.0 FT) NORTHEAST FROM A WITNESS POST AND SIGN,
 DV2240'1.22 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2240'17.07 METERS (56.0 FT) SOUTH FROM THE WESTBOUND LANE OF INTERSTATE
 DV2240'HWY. 10,
 DV2240'10.52 METERS (34.5 FT) NORTH OF THE EASTBOUND GUARD RAIL.
 DV2240'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2240'STAMPED---LANE 1986---,
 DV2240'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DV2240
 DV2240                          STATION RECOVERY (2007)
 DV2240
 DV2240'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE3169 ***********************************************************************
 AE3169  DESIGNATION -  LANE RM 1
 AE3169  PID         -  AE3169
 AE3169  STATE/COUNTY-  AZ/APACHE
 AE3169  USGS QUAD   -  ZION RESERVOIR (1984)
 AE3169
 AE3169                         *CURRENT SURVEY CONTROL
 AE3169  ___________________________________________________________________
 AE3169* NAD 83(2007)-  34 32 01.07900(N)    109 23 02.66811(W)     ADJUSTED  
 AE3169* NAVD 88     -      1743.8    (meters)    5721.     (feet)  GPS OBS   
 AE3169  ___________________________________________________________________
 AE3169  EPOCH DATE  -        2007.00
 AE3169  X           -  -1,746,235.377 (meters)                     COMP
 AE3169  Y           -  -4,963,106.823 (meters)                     COMP
 AE3169  Z           -   3,596,341.461 (meters)                     COMP
 AE3169  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AE3169  ELLIP HEIGHT-        1720.524 (meters)          (02/10/07) ADJUSTED
 AE3169  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AE3169
 AE3169  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE3169  Type    PID    Designation                      North   East  Ellip
 AE3169  -------------------------------------------------------------------
 AE3169  NETWORK AE3169 LANE RM 1                         0.74   0.61   1.71
 AE3169  -------------------------------------------------------------------
 AE3169
 AE3169.The horizontal coordinates were established by GPS observations
 AE3169.and adjusted by the National Geodetic Survey in February 2007.
 AE3169
 AE3169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE3169.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE3169.The horizontal coordinates are valid at the epoch date displayed above.
 AE3169.The epoch date for horizontal control is a decimal equivalence
 AE3169.of Year/Month/Day.
 AE3169
 AE3169.The orthometric height was determined by GPS observations and a
 AE3169.high-resolution geoid model.
 AE3169
 AE3169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3169
 AE3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3169
 AE3169.The ellipsoidal height was determined by GPS observations
 AE3169.and is referenced to NAD 83.
 AE3169
 AE3169.The geoid height was determined by GEOID03.
 AE3169
 AE3169;                    North         East     Units Scale Factor Converg.
 AE3169;SPC AZ E     -   392,120.493   285,197.996   MT  0.99996359   +0 26 37.2
 AE3169;SPC AZ E     - 1,286,484.56    935,688.96   iFT  0.99996359   +0 26 37.2
 AE3169;UTM  12      - 3,822,512.393   648,294.689   MT  0.99987106   +0 54 58.4
 AE3169
 AE3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3169!SPC AZ E     -   0.99972999  x   0.99996359  =   0.99969359
 AE3169!UTM  12      -   0.99972999  x   0.99987106  =   0.99960109
 AE3169
 AE3169                          SUPERSEDED SURVEY CONTROL
 AE3169
 AE3169  ELLIP H (08/22/01) 1720.541  (m)                       GP(       ) 4 1
 AE3169  NAD 83(1992)-  34 32 01.07896(N)    109 23 02.66773(W) AD(       ) 3
 AE3169  ELLIP H (09/26/97) 1720.575  (m)                       GP(       ) 4 1
 AE3169
 AE3169.Superseded values are not recommended for survey control.
 AE3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3169.See file dsdata.txt to determine how the superseded data were derived.
 AE3169
 AE3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4829522512(NAD 83)
 AE3169_MARKER: DB = BENCH MARK DISK
 AE3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3169_STAMPING: RM 1 LANE 1954
 AE3169_MARK LOGO: USGS  
 AE3169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3169+STABILITY: SURFACE MOTION
 AE3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3169+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AE3169
 AE3169  HISTORY     - Date     Condition        Report By
 AE3169  HISTORY     - 1954     MONUMENTED       USGS
 AE3169  HISTORY     - 19970515 GOOD             NGS
 AE3169
 AE3169                          STATION DESCRIPTION
 AE3169
 AE3169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 AE3169'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 AE3169'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST FROM ST JOHNS, 1
 AE3169'KM (0.60 MI) NORTHWEST FROM ST JOHNS INDUSTRIAL AIRPARK, AT THE END OF
 AE3169'A TWO LANE GRAVEL ROAD.  OWNERSHIP -- UNKNOWN. TO REACH THE STATION
 AE3169'FROM THE JUNCTION OF COMBINED US HIGHWAYS 180 AND 191 AND STATE
 AE3169'HIGHWAY 61, GO WEST ON COMBINED US HIGHWAY 180 AND STATE HIGHWAY 61
 AE3169'(COMMERCIAL STREET THEN CLEVELAND STREET) FOR 2.1 KM (1.30 MI) TO 13TH
 AE3169'WEST STREET.  TURN RIGHT AND GO NORTH FOR A TOTAL OF 3.0 KM (1.85 MI)
 AE3169'PASSING AIRPORT STREET ON RIGHT AT 1.3 KM (0.80 MI) PASSING COUNTY
 AE3169'HIGHWAY 6348 (15TH STREET NORTH) AT 2.17 KM (1.35 MI) PASSING 17TH
 AE3169'STREET NORTH AND THE BEGINNING OF GRAVEL PAVEMENT AT 2.4 KM (1.50 MI)
 AE3169'TO A RIDGE AT THE END OF GRAVEL ROAD AND THE STATION ON LEFT. THE MARK
 AE3169'IS A USGS BENCHMARK DISK IN A 18 CM (7 IN) DIAMETER CONCRETE POST.
 AE3169'THE STATION IS LOCATED ABOUT 38.1 M (125.0 FT) NORTH OF THE EXTENDED
 AE3169'CENTER OF A PRIVATE DRIVEWAY, 18 FT (5.5 M) WEST OF A GRAVEL ROAD
 AE3169'CENTER, 4.0 M (13.1 FT) SOUTH FROM A WEAK BARBED WIRE FENCE, AND 0.3 M
 AE3169'(1.0 FT) EAST FROM A BARBED WIRE RIGHT OF WAY FENCE.  THE MARK
 AE3169'PROJECTS 3 CM (1 IN) ABOVE GRADE.  DESC 15 MAY 1997 WC WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE3170 ***********************************************************************
 AE3170  DESIGNATION -  LANE RM 2
 AE3170  PID         -  AE3170
 AE3170  STATE/COUNTY-  AZ/APACHE
 AE3170  USGS QUAD   -  ZION RESERVOIR (1984)
 AE3170
 AE3170                         *CURRENT SURVEY CONTROL
 AE3170  ___________________________________________________________________
 AE3170* NAD 83(2007)-  34 32 00.72493(N)    109 23 01.95218(W)     ADJUSTED  
 AE3170* NAVD 88     -      1743.7    (meters)    5721.     (feet)  GPS OBS   
 AE3170  ___________________________________________________________________
 AE3170  EPOCH DATE  -        2007.00
 AE3170  X           -  -1,746,220.158 (meters)                     COMP
 AE3170  Y           -  -4,963,118.591 (meters)                     COMP
 AE3170  Z           -   3,596,332.376 (meters)                     COMP
 AE3170  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AE3170  ELLIP HEIGHT-        1720.357 (meters)          (02/10/07) ADJUSTED
 AE3170  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AE3170
 AE3170  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE3170  Type    PID    Designation                      North   East  Ellip
 AE3170  -------------------------------------------------------------------
 AE3170  NETWORK AE3170 LANE RM 2                         0.73   0.61   1.69
 AE3170  -------------------------------------------------------------------
 AE3170
 AE3170.The horizontal coordinates were established by GPS observations
 AE3170.and adjusted by the National Geodetic Survey in February 2007.
 AE3170
 AE3170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE3170.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE3170.The horizontal coordinates are valid at the epoch date displayed above.
 AE3170.The epoch date for horizontal control is a decimal equivalence
 AE3170.of Year/Month/Day.
 AE3170
 AE3170.The orthometric height was determined by GPS observations and a
 AE3170.high-resolution geoid model.
 AE3170
 AE3170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3170
 AE3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3170
 AE3170.The ellipsoidal height was determined by GPS observations
 AE3170.and is referenced to NAD 83.
 AE3170
 AE3170.The geoid height was determined by GEOID03.
 AE3170
 AE3170;                    North         East     Units Scale Factor Converg.
 AE3170;SPC AZ E     -   392,109.725   285,216.336   MT  0.99996362   +0 26 37.6
 AE3170;SPC AZ E     - 1,286,449.23    935,749.13   iFT  0.99996362   +0 26 37.6
 AE3170;UTM  12      - 3,822,501.778   648,313.115   MT  0.99987113   +0 54 58.8
 AE3170
 AE3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3170!SPC AZ E     -   0.99973002  x   0.99996362  =   0.99969365
 AE3170!UTM  12      -   0.99973002  x   0.99987113  =   0.99960118
 AE3170
 AE3170                          SUPERSEDED SURVEY CONTROL
 AE3170
 AE3170  ELLIP H (08/22/01) 1720.374  (m)                       GP(       ) 4 1
 AE3170  NAD 83(1992)-  34 32 00.72489(N)    109 23 01.95180(W) AD(       ) 3
 AE3170  ELLIP H (09/26/97) 1720.408  (m)                       GP(       ) 4 1
 AE3170
 AE3170.Superseded values are not recommended for survey control.
 AE3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3170.See file dsdata.txt to determine how the superseded data were derived.
 AE3170
 AE3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4831322502(NAD 83)
 AE3170_MARKER: DB = BENCH MARK DISK
 AE3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3170_STAMPING: RM 2 LANE 1954
 AE3170_MARK LOGO: USGS  
 AE3170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3170+STABILITY: SURFACE MOTION
 AE3170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3170+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AE3170
 AE3170  HISTORY     - Date     Condition        Report By
 AE3170  HISTORY     - 1954     MONUMENTED       USGS
 AE3170  HISTORY     - 19970515 GOOD             NGS
 AE3170
 AE3170                          STATION DESCRIPTION
 AE3170
 AE3170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 AE3170'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 AE3170'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST FROM ST JOHNS, 1
 AE3170'KM (0.60 MI) NORTHWEST FROM ST JOHNS INDUSTRIAL AIRPARK, AT THE END OF
 AE3170'A TWO LANE GRAVEL ROAD.  OWNERSHIP -- UNKNOWN. TO REACH THE STATION
 AE3170'FROM THE JUNCTION OF COMBINED US HIGHWAYS 180 AND 191 AND STATE
 AE3170'HIGHWAY 61, GO WEST ON COMBINED US HIGHWAY 180 AND STATE HIGHWAY 61
 AE3170'(COMMERCIAL STREET THEN CLEVELAND STREET) FOR 2.1 KM (1.30 MI) TO 13TH
 AE3170'WEST STREET.  TURN RIGHT AND GO NORTH FOR A TOTAL OF 3.0 KM (1.85 MI)
 AE3170'PASSING AIRPORT STREET ON RIGHT AT 1.3 KM (0.80 MI) PASSING COUNTY
 AE3170'HIGHWAY 6348 (15TH STREET NORTH) AT 2.17 KM (1.35 MI) PASSING 17TH
 AE3170'STREET NORTH AND THE BEGINNING OF GRAVEL PAVEMENT AT 2.4 KM (1.50 MI)
 AE3170'TO A RIDGE AT THE END OF GRAVEL ROAD AND THE STATION ON RIGHT. THE
 AE3170'MARK IS A USGS BENCHMARK DISK IN A 18 CM (7 IN) DIAMETER ROUND
 AE3170'CONCRETE POST.  THE STATION IS LOCATED ABOUT 70 FT (21.3 M) NORTH OF
 AE3170'THE EXTENDED CENTER OF A PRIVATE DRIVEWAY, 43.0 FT (13.1 M) EAST OF A
 AE3170'GRAVEL ROAD CENTER, 3.6 M (11.8 FT) SOUTH FROM A WEAK BARBED WIRE
 AE3170'FENCE, 27.5 FT (8.4 M) NORTH FROM A 10 FT (3.0 M) JOG IN THE RIGHT OF
 AE3170'WAY FENCE AND 1 FT (0.3 M) WEST FROM A BARBED WIRE RIGHT OF WAY FENCE.
 AE3170'THE MARK PROJECTS 8 CM (3 IN) ABOVE GRADE.  DESC 15 MAY 1997 WC
 AE3170'WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0199 ***********************************************************************
 DB0199  DESIGNATION -  LANG
 DB0199  PID         -  DB0199
 DB0199  STATE/COUNTY-  AZ/YUMA
 DB0199  USGS QUAD   -  FORTUNA (1979)
 DB0199
 DB0199                         *CURRENT SURVEY CONTROL
 DB0199  ___________________________________________________________________
 DB0199* NAD 83(1986)-  32 40 04.     (N)    114 24 36.     (W)     SCALED    
 DB0199* NAVD 88     -       104.90   (+/-2cm)     344.2    (feet)  VERTCON   
 DB0199  ___________________________________________________________________
 DB0199  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0199  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0199
 DB0199.The horizontal coordinates were scaled from a topographic map and have
 DB0199.an estimated accuracy of +/- 6 seconds.
 DB0199
 DB0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0199.The vertical order pertains to the NGVD 29 superseded value.
 DB0199
 DB0199.The geoid height was determined by GEOID03.
 DB0199
 DB0199;                    North         East    Units  Estimated Accuracy
 DB0199;SPC AZ W     -   185,110.      151,450.      MT  (+/- 180 meters Scaled)
 DB0199
 DB0199                          SUPERSEDED SURVEY CONTROL
 DB0199
 DB0199  NGVD 29 (??/??/??)  104.232  (m)          341.97   (f) ADJUSTED    1 2
 DB0199
 DB0199.Superseded values are not recommended for survey control.
 DB0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0199.See file dsdata.txt to determine how the superseded data were derived.
 DB0199
 DB0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS428174(NAD 83)
 DB0199_MARKER: DS = TRIANGULATION STATION DISK
 DB0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0199_STAMPING: LANG 1960
 DB0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0199+STABILITY: SURFACE MOTION
 DB0199
 DB0199  HISTORY     - Date     Condition        Report By
 DB0199  HISTORY     - 1960     MONUMENTED       CGS
 DB0199  HISTORY     - 1962     GOOD             NGS
 DB0199  HISTORY     - 1981     GOOD             NGS
 DB0199
 DB0199                          STATION DESCRIPTION
 DB0199
 DB0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0199'7.2 MI W FROM LIGURTA.
 DB0199'ABOUT 7.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0199'STATION AND CAFE AT LIGURTA, 0.1 MILE WEST OF THE JUNCTION OF
 DB0199'U.S. HIGHWAY 80 AND A TRAIL ROAD LEADING SOUTH-SOUTHEAST TO THE
 DB0199'ABANDONED FORTUNA MINE, 208 FEET SOUTH OF THE CENTER LINE OF U.S.
 DB0199'HIGHWAY 80, 93 FEET WEST OF THE CENTER LINE OF A DIM TRAIL ROAD
 DB0199'LEADING SOUTH, 37.1 FEET WEST OF LANG NO 1, 54.45 FEET EAST OF
 DB0199'LANG NO 2, 15.5 FEET SOUTHEAST OF A POWER POLE, 3.3 FEET NORTH
 DB0199'OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 DB0199'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DB0199'INCHES.
 DB0199
 DB0199                          STATION RECOVERY (1981)
 DB0199
 DB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1147 ***********************************************************************
 DB1147  DESIGNATION -  LANG RESET
 DB1147  PID         -  DB1147
 DB1147  STATE/COUNTY-  AZ/YUMA
 DB1147  USGS QUAD   -  FORTUNA (1979)
 DB1147
 DB1147                         *CURRENT SURVEY CONTROL
 DB1147  ___________________________________________________________________
 DB1147* NAD 83(1992)-  32 40 04.88051(N)    114 24 36.41324(W)     ADJUSTED  
 DB1147* NAVD 88     -       104.528  (meters)     342.94   (feet)  ADJUSTED  
 DB1147  ___________________________________________________________________
 DB1147  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 DB1147  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB1147  DYNAMIC HT  -         104.408 (meters)     342.55  (feet)  COMP
 DB1147  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DB1147
 DB1147  HORZ ORDER  -  SECOND
 DB1147  VERT ORDER  -  FIRST     CLASS II
 DB1147
 DB1147.The horizontal coordinates were established by classical geodetic methods
 DB1147.and adjusted by the National Geodetic Survey in August 1993.
 DB1147
 DB1147.The orthometric height was determined by differential leveling
 DB1147.and adjusted in June 1991.
 DB1147
 DB1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1147
 DB1147.The geoid height was determined by GEOID03.
 DB1147
 DB1147.The dynamic height is computed by dividing the NAVD 88
 DB1147.geopotential number by the normal gravity value computed on the
 DB1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1147.degrees latitude (g = 980.6199 gals.).
 DB1147
 DB1147.The modeled gravity was interpolated from observed gravity values.
 DB1147
 DB1147;                    North         East     Units Scale Factor Converg.
 DB1147;SPC AZ W     -   185,137.096   151,443.713   MT  0.99998059   -0 21 22.8
 DB1147;SPC AZ W     -   607,405.17    496,862.58   iFT  0.99998059   -0 21 22.8
 DB1147;UTM  11      - 3,617,448.978   742,873.040   MT  1.00032742   +1 23 55.1
 DB1147
 DB1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1147!SPC AZ W     -   0.99998887  x   0.99998059  =   0.99996946
 DB1147!UTM  11      -   0.99998887  x   1.00032742  =   1.00031629
 DB1147
 DB1147|---------------------------------------------------------------------|
 DB1147| PID    Reference Object                     Distance      Geod. Az  |
 DB1147|                                                           dddmmss.s |
 DB1147| DB1144 LANG RM 3                            24.024 METERS 02353     |
 DB1147| DB0201 J 353                                              1040510.3 |
 DB1147| DB0200 LANG RM 1                            17.427 METERS 10513     |
 DB1147| DB0198 F 353                                16.590 METERS 28357     |
 DB1147|---------------------------------------------------------------------|
 DB1147
 DB1147                          SUPERSEDED SURVEY CONTROL
 DB1147
 DB1147  NAD 83(1986)-  32 40 04.88599(N)    114 24 36.42253(W) AD(       ) 2
 DB1147  NAD 27      -  32 40 04.71750(N)    114 24 33.61640(W) AD(       ) 2
 DB1147  NGVD 29 (07/19/86)  104.23   (m)          342.0    (f) LEVELING    3  
 DB1147
 DB1147.Superseded values are not recommended for survey control.
 DB1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1147.See file dsdata.txt to determine how the superseded data were derived.
 DB1147
 DB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4287317449(NAD 83)
 DB1147_MARKER: DS = TRIANGULATION STATION DISK
 DB1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1147_SP_SET: CONCRETE POST
 DB1147_STAMPING: LANG 1960 1981 NATIONAL GEODETIC SURVEY
 DB1147_MARK LOGO: NGS   
 DB1147_PROJECTION: FLUSH
 DB1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1147+STABILITY: SURFACE MOTION
 DB1147
 DB1147  HISTORY     - Date     Condition        Report By
 DB1147  HISTORY     - 1960     MONUMENTED       CGS
 DB1147  HISTORY     - 1963     GOOD             CGS
 DB1147  HISTORY     - 1973     GOOD             NGS
 DB1147  HISTORY     - 1981     GOOD             NGS
 DB1147  HISTORY     - 1990     GOOD             USPSQD
 DB1147  HISTORY     - 20020407 MARK NOT FOUND   USPSQD
 DB1147
 DB1147                          STATION DESCRIPTION
 DB1147
 DB1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1147'THE STATION IS ABOUT 6-3/4 MILES WEST-SOUTHWEST OF LIGURTA, 4-3/4
 DB1147'MILES WEST OF THE SUMMIT OF TELEGRAPH PASS, 211 FEET SOUTH OF
 DB1147'THE CENTERLINE OF U.S. HIGHWAY 80, 182-1/2 FEET SOUTH OF
 DB1147'HIGHWAY MILE POLE 17, 16 FEET SOUTHEAST OF A POWER POLE AND
 DB1147'3.3 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 DB1147'
 DB1147'TO REACH FROM LIGURTA GO WESTERLY ON U.S. HIGHWAY 80 FOR
 DB1147'2.35 MILES TO THE SUMMIT OF TELEGRAPH PASS.  CONTINUE WEST
 DB1147'ON THE HIGHWAY FOR 4.65 MILES TO MILE POLE 17 AND THE STATION
 DB1147'ON THE LEFT.
 DB1147'
 DB1147'THE STATION, WITH UNDERGROUND MARK, STAMPED LANG 1960, IS A
 DB1147'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DB1147'5 INCHES.
 DB1147'
 DB1147'REFERENCE MARK NO. 1, STAMPED LANG NO 1 1960, IS A STANDARD
 DB1147'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND
 DB1147'ABOUT THE SAME ELEVATION AS THE STATION.
 DB1147'
 DB1147'THE BENCH MARK (R.M. 2), STAMPED F 353 1960, IS A STANDARD
 DB1147'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES
 DB1147'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DB1147'
 DB1147'THE BENCH MARK (AZIMUTH), STAMPED J 353 1960, IS A STANDARD DISK
 DB1147'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES, 0.15 MILE
 DB1147'SOUTH OF U.S. HIGHWAY 80 AND MILE POLE 18, 22-1/2 FEET SOUTHEAST
 DB1147'OF A POWER POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST
 DB1147'WITH SIGN.  TO REACH FROM THE STATION GO EAST ON U.S. HIGHWAY
 DB1147'80 FOR 1.0 MILE TO MILE POLE 18, THENCE SOUTH, CROSS COUNTRY,
 DB1147'FOR 0.15 MILE TO A POWER LINE AND THE MARK.
 DB1147'
 DB1147'2-WHEEL DRIVE.
 DB1147
 DB1147                          STATION RECOVERY (1963)
 DB1147
 DB1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DB1147'THE STATION WAS RECOVERED AS DESCRIBED BY W.W. HUSEMEYER IN
 DB1147'1960 AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE ORIGINAL
 DB1147'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION, REFERENCE MARK
 DB1147'NO. 1 IS 57.05 FEET OR 17.388 METERS EAST OF THE STATION
 DB1147'AND BENCH MARK F 353 (REFERENCE MARK NO. 2) IS 54.44 FEET
 DB1147'OR 16.590 METERS WEST OF THE STATION.
 DB1147'
 DB1147'STATION WAS NOT OCCUPIED AT THIS TIME.
 DB1147
 DB1147                          STATION RECOVERY (1973)
 DB1147
 DB1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RN)
 DB1147'LANG 1960-EXCELLENT CONDITION, WITNESS POST 2 FT SOUTH, ALSO
 DB1147'IN EXCELLENT CONDITION, EASILY FOUND 35 PACES WEST OF FOOTHILL
 DB1147'BLVD AT INT. WITH FRONTAGE ROAD TO I-8, VERY LITTLE VEGETATION,
 DB1147'REF. MARK IN EX. CONDITION 20 PACES W. OF MARK.
 DB1147
 DB1147                          STATION RECOVERY (1981)
 DB1147
 DB1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB1147'20.1 KM (12.5 MI) SE FROM YUMA.
 DB1147'20.1 KM (12.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1147'4TH AVENUE IN YUMA, ON THE EAST SIDE OF A PAVED PARKING LOT FOR THE
 DB1147'FOOTHILLS RESTAURANT, 64.6 M (212 FT) SOUTH OF THE CENTERLINE OF THE
 DB1147'HIGHWAY, 28.7 M (94.0 FT) WEST OF THE CENTERLINE OF FOOTHILLS
 DB1147'BOULEVARD, 24.1 M (79.0 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DB1147'RESTAURANT, 17.5 M (57.5 FT) WEST OF LANG RM 1, 11.7 M (38.5 FT)
 DB1147'NORTH OF THE SOUTH EDGE OF THE PARKING LOT.
 DB1147'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB1147
 DB1147                          STATION RECOVERY (1990)
 DB1147
 DB1147'RECOVERY NOTE BY US POWER SQUADRON 1990 (AM)
 DB1147'RECOVERED IN GOOD CONDITION.
 DB1147
 DB1147                          STATION RECOVERY (2002)
 DB1147
 DB1147'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DB1147'LOCATION FOUND BUT MARK IS APPARENTLY COVERED BY NEW ASPHALT. THERE IS
 DB1147'A PAINTED CIRCLE AT THE EXACT LOCATION BUT WE WERE UNABLE TO
 DB1147'PHYSICALLY SEE THE MARK WITHOUT DIGGING UP THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0200 ***********************************************************************
 DB0200  DESIGNATION -  LANG RM 1
 DB0200  PID         -  DB0200
 DB0200  STATE/COUNTY-  AZ/YUMA
 DB0200  USGS QUAD   -  FORTUNA (1979)
 DB0200
 DB0200                         *CURRENT SURVEY CONTROL
 DB0200  ___________________________________________________________________
 DB0200* NAD 83(1986)-  32 40 05.     (N)    114 24 35.     (W)     SCALED    
 DB0200* NAVD 88     -       104.765  (meters)     343.72   (feet)  ADJUSTED  
 DB0200  ___________________________________________________________________
 DB0200  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0200  DYNAMIC HT  -         104.644 (meters)     343.32  (feet)  COMP
 DB0200  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DB0200
 DB0200  VERT ORDER  -  FIRST     CLASS II
 DB0200
 DB0200.The horizontal coordinates were scaled from a topographic map and have
 DB0200.an estimated accuracy of +/- 6 seconds.
 DB0200
 DB0200.The orthometric height was determined by differential leveling
 DB0200.and adjusted in June 1991.
 DB0200
 DB0200.The geoid height was determined by GEOID03.
 DB0200
 DB0200.The dynamic height is computed by dividing the NAVD 88
 DB0200.geopotential number by the normal gravity value computed on the
 DB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0200.degrees latitude (g = 980.6199 gals.).
 DB0200
 DB0200.The modeled gravity was interpolated from observed gravity values.
 DB0200
 DB0200;                    North         East    Units  Estimated Accuracy
 DB0200;SPC AZ W     -   185,140.      151,480.      MT  (+/- 180 meters Scaled)
 DB0200
 DB0200                          SUPERSEDED SURVEY CONTROL
 DB0200
 DB0200  NGVD 29 (??/??/??)  104.096  (m)          341.52   (f) ADJUSTED    1 2
 DB0200
 DB0200.Superseded values are not recommended for survey control.
 DB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0200.See file dsdata.txt to determine how the superseded data were derived.
 DB0200
 DB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS429174(NAD 83)
 DB0200_MARKER: DR = REFERENCE MARK DISK
 DB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0200_STAMPING: LANG NO 1 1960
 DB0200_MARK LOGO: CGS   
 DB0200_PROJECTION: FLUSH
 DB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0200+STABILITY: SURFACE MOTION
 DB0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0200+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 DB0200
 DB0200  HISTORY     - Date     Condition        Report By
 DB0200  HISTORY     - 1960     MONUMENTED       CGS
 DB0200  HISTORY     - 1962     GOOD             NGS
 DB0200  HISTORY     - 1981     GOOD             NGS
 DB0200  HISTORY     - 1981     GOOD             NGS
 DB0200  HISTORY     - 1990     GOOD             USPSQD
 DB0200  HISTORY     - 20020407 GOOD             USPSQD
 DB0200  HISTORY     - 20040621 MARK NOT FOUND   JCLS
 DB0200
 DB0200                          STATION DESCRIPTION
 DB0200
 DB0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0200'7.2 MI W FROM LIGURTA.
 DB0200'ABOUT 7.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0200'STATION AND CAFE AT LIGURTA, 0.1 MILE WEST OF THE JUNCTION OF
 DB0200'U.S. HIGHWAY 80 AND A TRAIL ROAD LEADING SOUTH-SOUTHEAST TO THE
 DB0200'ABANDONED FORTUNA MINE, 209 FEET SOUTH OF THE CENTER LINE OF THE
 DB0200'HIGHWAY, 66 FEET WEST OF A POWER POLE BRACED WITH A GUY WIRE, 36
 DB0200'FEET WEST OF THE CENTER LINE OF A DIM TRAIL ROAD LEADING SOUTH,
 DB0200'37.1 FEET EAST OF LANG 1960, 9 FEET SOUTH OF A ROW OF POWER
 DB0200'POLES, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 DB0200'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DB0200
 DB0200                          STATION RECOVERY (1981)
 DB0200
 DB0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0200'20.1 KM (12.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0200'4TH AVENUE IN YUMA, ON THE EAST SIDE OF THE PAVED PARKING LOT FOR THE
 DB0200'FOOTHILLS RESTAURANT, 65.2 M (214 FT) SOUTH OF THE CENTERLINE OF THE
 DB0200'HIGHWAY, 41.6 M (136 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DB0200'RESTAURANT, 17.5 M (57.5 FT) EAST OF STATION LANG, 11.4 M (37.5 FT)
 DB0200'WEST OF THE CENTERLINE OF FOOTHILLS BOULEVARD, 11.1 M (36.5 FT) NORTH
 DB0200'OF THE SOUTH EDGE OF THE PARKING LOT. NOTE-THIS MARK IS SURROUNDED BY
 DB0200'PAVEMENT.
 DB0200'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0200
 DB0200                          STATION RECOVERY (1981)
 DB0200
 DB0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0200'20.1 KM (12.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0200'4TH AVENUE IN YUMA, ON THE EAST SIDE OF THE PAVED PARKING LOT FOR THE
 DB0200'FOOTHILLS RESTAURANT, 65.2 M (214 FT) SOUTH OF THE CENTERLINE OF THE
 DB0200'HIGHWAY, 41.6 M (136 FT) EAST OF THE SOUTHEAST CORNER OF THE
 DB0200'RESTAURANT, 17.5 M (57.5 FT) EAST OF STATION LANG, 11.4 M (37.5 FT)
 DB0200'WEST OF THE CENTERLINE OF FOOTHILLS BOULEVARD, 11.1 M (36.5 FT) NORTH
 DB0200'OF THE SOUTH EDGE OF THE PARKING LOT. NOTE-THIS MARK IS SURROUNDED BY
 DB0200'PAVEMENT.
 DB0200'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0200
 DB0200                          STATION RECOVERY (1990)
 DB0200
 DB0200'RECOVERY NOTE BY US POWER SQUADRON 1990 (AM)
 DB0200'RECOVERED IN GOOD CONDITION.
 DB0200
 DB0200                          STATION RECOVERY (2002)
 DB0200
 DB0200'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DB0200'RECOVERED IN GOOD CONDITION.
 DB0200
 DB0200                          STATION RECOVERY (2004)
 DB0200
 DB0200'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1144 ***********************************************************************
 DB1144  DESIGNATION -  LANG RM 3
 DB1144  PID         -  DB1144
 DB1144  STATE/COUNTY-  AZ/YUMA
 DB1144  USGS QUAD   -  FORTUNA (1979)
 DB1144
 DB1144                         *CURRENT SURVEY CONTROL
 DB1144  ___________________________________________________________________
 DB1144* NAD 83(1986)-  32 40 04.     (N)    114 24 36.     (W)     SCALED    
 DB1144* NAVD 88     -       105.016  (meters)     344.54   (feet)  ADJUSTED  
 DB1144  ___________________________________________________________________
 DB1144  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB1144  DYNAMIC HT  -         104.895 (meters)     344.14  (feet)  COMP
 DB1144  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DB1144
 DB1144  VERT ORDER  -  FIRST     CLASS II
 DB1144
 DB1144.The horizontal coordinates were scaled from a topographic map and have
 DB1144.an estimated accuracy of +/- 6 seconds.
 DB1144
 DB1144.The orthometric height was determined by differential leveling
 DB1144.and adjusted in June 1991.
 DB1144
 DB1144.The geoid height was determined by GEOID03.
 DB1144
 DB1144.The dynamic height is computed by dividing the NAVD 88
 DB1144.geopotential number by the normal gravity value computed on the
 DB1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1144.degrees latitude (g = 980.6199 gals.).
 DB1144
 DB1144.The modeled gravity was interpolated from observed gravity values.
 DB1144
 DB1144;                    North         East    Units  Estimated Accuracy
 DB1144;SPC AZ W     -   185,110.      151,450.      MT  (+/- 180 meters Scaled)
 DB1144
 DB1144                          SUPERSEDED SURVEY CONTROL
 DB1144
 DB1144.No superseded survey control is available for this station.
 DB1144
 DB1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS428174(NAD 83)
 DB1144_MARKER: DR = REFERENCE MARK DISK
 DB1144_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DB1144_SP_SET: CURB
 DB1144_STAMPING: LANG NO 3 1960 1981 NATIONAL GEODETIC SURVEY
 DB1144_MARK LOGO: NGS   
 DB1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1144+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 DB1144
 DB1144  HISTORY     - Date     Condition        Report By
 DB1144  HISTORY     - 1981     MONUMENTED       NGS
 DB1144  HISTORY     - 1981     GOOD             NGS
 DB1144  HISTORY     - 1989     GOOD             USPSQD
 DB1144  HISTORY     - 20020407 GOOD             USPSQD
 DB1144  HISTORY     - 20040621 GOOD             JCLS
 DB1144
 DB1144                          STATION DESCRIPTION
 DB1144
 DB1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1144'20.1 KM (12.5 MI) SE FROM YUMA.
 DB1144'20.1 KM (12.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1144'4TH AVENUE IN YUMA, AT THE NORTHEAST CORNER OF A PAVED PARKING LOT
 DB1144'FOR THE FOOTHILLS RESTAURANT, SET IN TOP OF THE SOUTHEAST CORNER OF A
 DB1144'CURB AROUND A PALM TREE, 39.5 M (129 FT) SOUTH OF THE CENTERLINE OF
 DB1144'THE HIGHWAY, 35.4 M (116 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DB1144'RESTAURANT, 24.0 M (79.0 FT) NORTH OF STATION LANG, 20.4 M (67.0 FT)
 DB1144'WEST OF THE CENTERLINE OF FOOTHILLS BOULEVARD, 7.8 M (25.5 FT)
 DB1144'SOUTHWEST OF A POWER POLE, 2.1 M (7.0 FT) SOUTHWEST OF A 12-INCH PALM
 DB1144'TREE.
 DB1144'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB1144
 DB1144                          STATION RECOVERY (1989)
 DB1144
 DB1144'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 DB1144'RECOVERED IN GOOD CONDITION.
 DB1144
 DB1144                          STATION RECOVERY (2002)
 DB1144
 DB1144'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DB1144'RECOVERED IN GOOD CONDITION.
 DB1144
 DB1144                          STATION RECOVERY (2004)
 DB1144
 DB1144'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1146 ***********************************************************************
 DB1146  DESIGNATION -  LANG RM 4
 DB1146  PID         -  DB1146
 DB1146  STATE/COUNTY-  AZ/YUMA
 DB1146  USGS QUAD   -  FORTUNA (1979)
 DB1146
 DB1146                         *CURRENT SURVEY CONTROL
 DB1146  ___________________________________________________________________
 DB1146* NAD 83(1992)-  32 40 07.55940(N)    114 24 32.74450(W)     ADJUSTED  
 DB1146* NAVD 88     -       104.281  (meters)     342.13   (feet)  ADJUSTED  
 DB1146  ___________________________________________________________________
 DB1146  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 DB1146  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB1146  DYNAMIC HT  -         104.161 (meters)     341.73  (feet)  COMP
 DB1146  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 DB1146
 DB1146  HORZ ORDER  -  SECOND
 DB1146  VERT ORDER  -  FIRST     CLASS II
 DB1146
 DB1146.The horizontal coordinates were established by classical geodetic methods
 DB1146.and adjusted by the National Geodetic Survey in August 1993.
 DB1146
 DB1146.The orthometric height was determined by differential leveling
 DB1146.and adjusted in June 1991.
 DB1146
 DB1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1146
 DB1146.The geoid height was determined by GEOID03.
 DB1146
 DB1146.The dynamic height is computed by dividing the NAVD 88
 DB1146.geopotential number by the normal gravity value computed on the
 DB1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1146.degrees latitude (g = 980.6199 gals.).
 DB1146
 DB1146.The modeled gravity was interpolated from observed gravity values.
 DB1146
 DB1146;                    North         East     Units Scale Factor Converg.
 DB1146;SPC AZ W     -   185,219.022   151,539.815   MT  0.99998044   -0 21 20.8
 DB1146;SPC AZ W     -   607,673.96    497,177.87   iFT  0.99998044   -0 21 20.8
 DB1146;UTM  11      - 3,617,533.838   742,966.620   MT  1.00032798   +1 23 57.1
 DB1146
 DB1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1146!SPC AZ W     -   0.99998891  x   0.99998044  =   0.99996935
 DB1146!UTM  11      -   0.99998891  x   1.00032798  =   1.00031688
 DB1146
 DB1146                          SUPERSEDED SURVEY CONTROL
 DB1146
 DB1146  NAD 83(1986)-  32 40 07.56502(N)    114 24 32.75355(W) AD(       ) 2
 DB1146  NAD 27      -  32 40 07.39608(N)    114 24 29.94838(W) AD(       ) 2
 DB1146  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG    3  
 DB1146
 DB1146.Superseded values are not recommended for survey control.
 DB1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1146.See file dsdata.txt to determine how the superseded data were derived.
 DB1146
 DB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4296717534(NAD 83)
 DB1146_MARKER: DR = REFERENCE MARK DISK
 DB1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1146_SP_SET: CONCRETE POST
 DB1146_STAMPING: LANG NO 4 1960 1981
 DB1146_MARK LOGO: NGS   
 DB1146_PROJECTION: FLUSH
 DB1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1146+STABILITY: SURFACE MOTION
 DB1146
 DB1146  HISTORY     - Date     Condition        Report By
 DB1146  HISTORY     - 1981     MONUMENTED       NGS
 DB1146  HISTORY     - 1981     GOOD             NGS
 DB1146  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DB1146
 DB1146                          STATION DESCRIPTION
 DB1146
 DB1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1146'20.1 KM (12.5 MI) SE FROM YUMA.
 DB1146'20.1 KM (12.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1146'4TH AVENUE IN YUMA, 0.2 KM (0.1 MI) NORHHEAST OF TRIANGULATION STATION
 DB1146'LANG, 50.4 M (166 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 93.3 M
 DB1146'(306 FT) SOUTH OF THE SOUTH BARBED-WIRE RIGHT-OF-WAY FENCE OF
 DB1146'INTERSTATE HIGHWAY 8, 66.4 M (218 FT) EAST OF THE EXTENDED CENTERLINE
 DB1146'OF FOOTHILLS BOULEVARD.
 DB1146'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DB1146
 DB1146                          STATION RECOVERY (1989)
 DB1146
 DB1146'RECOVERY NOTE BY US POWER SQUADRON 1989 (AM)
 DB1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1400 ***********************************************************************
 CZ1400  DESIGNATION -  LARK
 CZ1400  PID         -  CZ1400
 CZ1400  STATE/COUNTY-  AZ/PINAL
 CZ1400  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1400
 CZ1400                         *CURRENT SURVEY CONTROL
 CZ1400  ___________________________________________________________________
 CZ1400* NAD 83(1992)-  32 52 47.18957(N)    111 40 47.25081(W)     ADJUSTED  
 CZ1400* NAVD 88     -       434.71   (+/-2cm)    1426.2    (feet)  VERTCON   
 CZ1400  ___________________________________________________________________
 CZ1400  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 CZ1400  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1400  HORZ ORDER  -  SECOND
 CZ1400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1400
 CZ1400.The horizontal coordinates were established by classical geodetic methods
 CZ1400.and adjusted by the National Geodetic Survey in August 1993.
 CZ1400
 CZ1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1400.The vertical order pertains to the NGVD 29 superseded value.
 CZ1400
 CZ1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1400
 CZ1400.The geoid height was determined by GEOID03.
 CZ1400
 CZ1400;                    North         East     Units Scale Factor Converg.
 CZ1400;SPC AZ C     -   208,444.376   235,524.493   MT  0.99990606   +0 07 42.9
 CZ1400;SPC AZ C     -   683,872.62    772,718.15   iFT  0.99990606   +0 07 42.9
 CZ1400;UTM  12      - 3,638,163.702   436,410.071   MT  0.99964986   -0 22 08.6
 CZ1400
 CZ1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1400!SPC AZ C     -   0.99993647  x   0.99990606  =   0.99984254
 CZ1400!UTM  12      -   0.99993647  x   0.99964986  =   0.99958636
 CZ1400
 CZ1400|---------------------------------------------------------------------|
 CZ1400| PID    Reference Object                     Distance      Geod. Az  |
 CZ1400|                                                           dddmmss.s |
 CZ1400| CZ1401 LARK RM 1                            10.857 METERS 08429     |
 CZ1400| CH5829 LARK AZ MK                                         0901740.8 |
 CZ1400| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX. 5.2 KM 2500922.4 |
 CZ1400| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 6.8 KM 2670807.3 |
 CZ1400| CZ1399 LARK RM 2                            11.107 METERS 27459     |
 CZ1400|---------------------------------------------------------------------|
 CZ1400
 CZ1400                          SUPERSEDED SURVEY CONTROL
 CZ1400
 CZ1400  NAD 83(1986)-  32 52 47.18403(N)    111 40 47.25206(W) AD(       ) 2
 CZ1400  NAD 27      -  32 52 46.97860(N)    111 40 44.79100(W) AD(       ) 2
 CZ1400  NGVD 29 (??/??/92)  434.202  (m)         1424.54   (f) ADJ UNCH    2 0
 CZ1400
 CZ1400.Superseded values are not recommended for survey control.
 CZ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1400.See file dsdata.txt to determine how the superseded data were derived.
 CZ1400
 CZ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3641038164(NAD 83)
 CZ1400_MARKER: DE = TRAVERSE STATION DISK
 CZ1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1400_STAMPING: LARK 1962
 CZ1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1400+STABILITY: SURFACE MOTION
 CZ1400
 CZ1400  HISTORY     - Date     Condition        Report By
 CZ1400  HISTORY     - 1962     MONUMENTED       CGS
 CZ1400  HISTORY     - 1962     GOOD             CGS
 CZ1400  HISTORY     - 1966     GOOD             AMS
 CZ1400  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ1400
 CZ1400                          STATION DESCRIPTION
 CZ1400
 CZ1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1400'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF CASA GRANDE,
 CZ1400'IN THE NORTH RIGHT-OF-WAY OF FLORENCE BLVD. AND JUST SOUTHWEST
 CZ1400'OF SOME CABINS.
 CZ1400'
 CZ1400'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE,
 CZ1400'GO EAST FOR 2 BLOCKS TO MARSHALL STREET, TURN LEFT AND GO
 CZ1400'NORTHERLY ON MARSHALL STREET FOR 0.25 MILE TO FLORENCE BLVD.,
 CZ1400'TURN RIGHT AND GO EAST ON FLORENCE BLVD. FOR 4.0 MILES TO
 CZ1400'CROSSROAD, CONTINUE EAST FOR 0.55 MILE TO THE STATION ON THE
 CZ1400'LEFT.
 CZ1400'
 CZ1400'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 CZ1400'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 CZ1400'LARK 1962.  THE MARK IS 47 FEET NORTH OF THE CENTER OF ROAD,
 CZ1400'39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF CABIN, 5 FEET
 CZ1400'SOUTH OF A FENCE AND 3.6 FEET EAST OF A WITNESS POST.
 CZ1400'
 CZ1400'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 CZ1400'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 CZ1400'LARK NO 1 1962.  THE MARK IS 50 FEET NORTH OF THE CENTER OF
 CZ1400'ROAD, 39.2 FEET EAST OF A WITNESS POST, 24 FEET SOUTH OF
 CZ1400'CABINS AND 1.7 FEET SOUTH OF A FENCE.
 CZ1400'
 CZ1400'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 CZ1400'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED LARK
 CZ1400'NO 2 1962.  THE MARK IS 50 FEET NORTH OF THE CENTER OF ROAD,
 CZ1400'32.8 FEET WEST OF A WITNESS POST AND 1.8 FEET SOUTH OF A FENCE.
 CZ1400'
 CZ1400'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 CZ1400'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 CZ1400'LARK 1962.  THE MARK IS 39 FEET NORTH OF THE CENTER OF ROAD,
 CZ1400'3.9 FEET SOUTH OF A WITNESS POST AND 1.5 FEET NORTH OF A
 CZ1400'TELEPHONE POLE.
 CZ1400'
 CZ1400'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.5
 CZ1400'MILE TO THE MARK ON THE LEFT.
 CZ1400'
 CZ1400'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 METERS.
 CZ1400
 CZ1400                          STATION RECOVERY (1962)
 CZ1400
 CZ1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ1400'4.45 MI E FROM CASA GRANDE.
 CZ1400'0.10 MILE EAST ALONG SECOND STREET FROM THE POST OFFICE AT CASA
 CZ1400'GRANDE, THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 4.15 MILES
 CZ1400'EAST ALONG FLORENCE BLVD., 46.5 FEET NORTH OF THE CENTER OF THE BLVD.,
 CZ1400'5.2 FEET SOUTH OF A FENCE, 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CZ1400'OF A BLOCK BUILDING, 4.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 CZ1400'FEET BELOW THE LEVEL OF THE BLVD., AND SET IN TOP OF A CONCRETE POST
 CZ1400'PROJECTING 4 INCHES.
 CZ1400
 CZ1400                          STATION RECOVERY (1966)
 CZ1400
 CZ1400'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (MGJ)
 CZ1400'STATION, R.M. NO. 1, R.M. NO. 2, AND AZ. MK. ALL RECOVER IN GOOD
 CZ1400'CONDITION, DESCRIPTION ADEQUATE.
 CZ1400
 CZ1400                          STATION RECOVERY (2007)
 CZ1400
 CZ1400'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1400'THE DESCRIBED AREA IS UNDER DEVELOPMENT AS A RETAIL SHOPPING LOCATION.
 CZ1400' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2191 ***********************************************************************
 DV2191  DESIGNATION -  LARK
 DV2191  PID         -  DV2191
 DV2191  STATE/COUNTY-  AZ/MARICOPA
 DV2191  USGS QUAD   -  WICKENBURG (1978)
 DV2191
 DV2191                         *CURRENT SURVEY CONTROL
 DV2191  ___________________________________________________________________
 DV2191* NAD 83(1992)-  33 56 47.32377(N)    112 42 13.24141(W)     ADJUSTED  
 DV2191* NAVD 88     -       608.7    (meters)    1997.     (feet)  VERTCON   
 DV2191  ___________________________________________________________________
 DV2191  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 DV2191  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DV2191  HORZ ORDER  -  SECOND
 DV2191
 DV2191.The horizontal coordinates were established by classical geodetic methods
 DV2191.and adjusted by the National Geodetic Survey in August 1993.
 DV2191
 DV2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2191
 DV2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2191
 DV2191.The geoid height was determined by GEOID03.
 DV2191
 DV2191;                    North         East     Units Scale Factor Converg.
 DV2191;SPC AZ C     -   326,996.783   140,612.950   MT  0.99996522   -0 26 22.2
 DV2191;SPC AZ C     - 1,072,824.09    461,328.58   iFT  0.99996522   -0 26 22.2
 DV2191;UTM  12      - 3,757,529.002   342,561.607   MT  0.99990556   -0 57 05.6
 DV2191
 DV2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2191!SPC AZ C     -   0.99990909  x   0.99996522  =   0.99987432
 DV2191!UTM  12      -   0.99990909  x   0.99990556  =   0.99981466
 DV2191
 DV2191|---------------------------------------------------------------------|
 DV2191| PID    Reference Object                     Distance      Geod. Az  |
 DV2191|                                                           dddmmss.s |
 DV2191| CH5831 HIGHWAY 60 STA 958+52 1995.06         4.523 METERS 22153     |
 DV2191| DV2188 BURG                                APPROX. 2.6 KM 2295816.9 |
 DV2191| CH5830 LARK RM 1                             7.147 METERS 34643     |
 DV2191|---------------------------------------------------------------------|
 DV2191
 DV2191                          SUPERSEDED SURVEY CONTROL
 DV2191
 DV2191  NAD 83(1986)-  33 56 47.32135(N)    112 42 13.24422(W) AD(       ) 2
 DV2191  NAD 27      -  33 56 47.20685(N)    112 42 10.60007(W) AD(       ) 2
 DV2191  NGVD 29 (07/19/86)  608.0    (m)         1995.     (f) VERT ANG    3  
 DV2191
 DV2191.Superseded values are not recommended for survey control.
 DV2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2191.See file dsdata.txt to determine how the superseded data were derived.
 DV2191
 DV2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4256257529(NAD 83)
 DV2191_MARKER: DD = SURVEY DISK
 DV2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2191+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DV2191
 DV2191  HISTORY     - Date     Condition        Report By
 DV2191  HISTORY     - 1976     MONUMENTED       AZDT
 DV2191  HISTORY     - 19960709 GOOD             USPSQD
 DV2191  HISTORY     - 20070203 GOOD             GEOCAC
 DV2191
 DV2191                          STATION DESCRIPTION
 DV2191
 DV2191'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2191'THE STATION IS ABOUT 2 MILES EAST OF WICKENBURG IN THE SOUTHEAST
 DV2191'END OF MEDIUM DIVIDER OF U.S. HWY. 60.
 DV2191'
 DV2191'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED LARK 1976 AND
 DV2191'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 3
 DV2191'INCHES ABOVE GROUND.
 DV2191'
 DV2191'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED LARK
 DV2191'RM 1 1976 AND IS EPOXIED TO TOP OF HWY. MEDIAN CURB.
 DV2191'
 DV2191'REFERENCE MARK 2 IS AN AHD HWY. DEPARTMENT DISK STAMPED 958+52
 DV2191'ELEV. 1995.06 1964 AND IS EPOXIED TO TOP OF CURB OF HWY. MEDIAN
 DV2191'DIVIDER.
 DV2191'
 DV2191'TO REACH THE STATION FROM THE EAST END OF HASSAYAMPA BRIDGE
 DV2191'IN WICKENBURG, TRAVEL EAST ON U.S. HWY. 60 FOR 2.35 MILES TO THE
 DV2191'STATION IN THE HWY. MEDIAN.
 DV2191'
 DV2191'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2191
 DV2191                          STATION RECOVERY (1996)
 DV2191
 DV2191'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2191'RECOVERED IN GOOD CONDITION.
 DV2191
 DV2191                          STATION RECOVERY (2007)
 DV2191
 DV2191'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1401 ***********************************************************************
 CZ1401  DESIGNATION -  LARK RM 1
 CZ1401  PID         -  CZ1401
 CZ1401  STATE/COUNTY-  AZ/PINAL
 CZ1401  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1401
 CZ1401                         *CURRENT SURVEY CONTROL
 CZ1401  ___________________________________________________________________
 CZ1401* NAD 83(1986)-  32 52 47.     (N)    111 40 46.     (W)     SCALED    
 CZ1401* NAVD 88     -       434.92   (+/-2cm)    1426.9    (feet)  VERTCON   
 CZ1401  ___________________________________________________________________
 CZ1401  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1401
 CZ1401.The horizontal coordinates were scaled from a topographic map and have
 CZ1401.an estimated accuracy of +/- 6 seconds.
 CZ1401
 CZ1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1401.The vertical order pertains to the NGVD 29 superseded value.
 CZ1401
 CZ1401.The geoid height was determined by GEOID03.
 CZ1401
 CZ1401;                    North         East    Units  Estimated Accuracy
 CZ1401;SPC AZ C     -   208,440.      235,560.      MT  (+/- 180 meters Scaled)
 CZ1401
 CZ1401                          SUPERSEDED SURVEY CONTROL
 CZ1401
 CZ1401  NGVD 29 (??/??/92)  434.410  (m)         1425.23   (f) ADJ UNCH    2 0
 CZ1401
 CZ1401.Superseded values are not recommended for survey control.
 CZ1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1401.See file dsdata.txt to determine how the superseded data were derived.
 CZ1401
 CZ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364381(NAD 83)
 CZ1401_MARKER: DR = REFERENCE MARK DISK
 CZ1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1401_STAMPING: LARK NO 1 1962
 CZ1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1401+STABILITY: SURFACE MOTION
 CZ1401
 CZ1401  HISTORY     - Date     Condition        Report By
 CZ1401  HISTORY     - 1962     MONUMENTED       CGS
 CZ1401  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ1401
 CZ1401                          STATION DESCRIPTION
 CZ1401
 CZ1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1401'4.45 MI E FROM CASA GRANDE.
 CZ1401'0.10 MILE EAST ALONG SECOND STREET FROM THE POST OFFICE AT CASA
 CZ1401'GRANDE, THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 4.15 MILES
 CZ1401'EAST ALONG FLORENCE BLVD., 50.5 FEET NORTH OF THE CENTER OF THE BLVD.,
 CZ1401'1.5 FEET SOUTH OF A FENCE, 22.5 FEET SOUTH OF A BLOCK BUILDING, 35.5
 CZ1401'FEET EAST OF TRAVERSE STATION LARK, 39.2 FEET EAST OF A METAL WITNESS
 CZ1401'POST, ABOUT 3 BEET BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 CZ1401'CONCRETE POST PROJECTING 4 INCHES.
 CZ1401
 CZ1401                          STATION RECOVERY (2007)
 CZ1401
 CZ1401'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1401'THE DESCRIBED AREA IS UNDER DEVELOPMENT AS A RETAIL SHOPPING LOCATION.
 CZ1401' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1399 ***********************************************************************
 CZ1399  DESIGNATION -  LARK RM 2
 CZ1399  PID         -  CZ1399
 CZ1399  STATE/COUNTY-  AZ/PINAL
 CZ1399  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1399
 CZ1399                         *CURRENT SURVEY CONTROL
 CZ1399  ___________________________________________________________________
 CZ1399* NAD 83(1986)-  32 52 47.     (N)    111 40 46.     (W)     SCALED    
 CZ1399* NAVD 88     -       434.75   (+/-2cm)    1426.3    (feet)  VERTCON   
 CZ1399  ___________________________________________________________________
 CZ1399  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1399
 CZ1399.The horizontal coordinates were scaled from a topographic map and have
 CZ1399.an estimated accuracy of +/- 6 seconds.
 CZ1399
 CZ1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1399.The vertical order pertains to the NGVD 29 superseded value.
 CZ1399
 CZ1399.The geoid height was determined by GEOID03.
 CZ1399
 CZ1399;                    North         East    Units  Estimated Accuracy
 CZ1399;SPC AZ C     -   208,440.      235,560.      MT  (+/- 180 meters Scaled)
 CZ1399
 CZ1399                          SUPERSEDED SURVEY CONTROL
 CZ1399
 CZ1399  NGVD 29 (??/??/92)  434.243  (m)         1424.68   (f) ADJ UNCH    2 0
 CZ1399
 CZ1399.Superseded values are not recommended for survey control.
 CZ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1399.See file dsdata.txt to determine how the superseded data were derived.
 CZ1399
 CZ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364381(NAD 83)
 CZ1399_MARKER: DR = REFERENCE MARK DISK
 CZ1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1399_STAMPING: LARK NO 2 1962
 CZ1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1399+STABILITY: SURFACE MOTION
 CZ1399
 CZ1399  HISTORY     - Date     Condition        Report By
 CZ1399  HISTORY     - 1962     MONUMENTED       CGS
 CZ1399  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ1399
 CZ1399                          STATION DESCRIPTION
 CZ1399
 CZ1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1399'4.45 MI E FROM CASA GRANDE.
 CZ1399'0.10 MILE EAST ALONG SECOND STREET FROM THE POST OFFICE AT CASA
 CZ1399'GRANDE, THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 4.15 MILES
 CZ1399'EAST ALONG FLORANCE BLVD., 50 FEET NORTH OF THE CENTER OF THE BLVD.,
 CZ1399'1.3 FEET SOUTH OF A FENCE, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CZ1399'OF A BLOCK BUILDING, 36.5 FEET WEST OF TRAVERSE STATION LARK, 32.9
 CZ1399'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CZ1399'BLVD., AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CZ1399
 CZ1399                          STATION RECOVERY (2007)
 CZ1399
 CZ1399'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1399'THE DESCRIBED AREA IS UNDER DEVELOPMENT AS A RETAIL SHOPPING LOCATION.
 CZ1399' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1164 ***********************************************************************
 FS1164  DESIGNATION -  LARSON
 FS1164  PID         -  FS1164
 FS1164  STATE/COUNTY-  AZ/MOHAVE
 FS1164  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1164
 FS1164                         *CURRENT SURVEY CONTROL
 FS1164  ___________________________________________________________________
 FS1164* NAD 83(1992)-  35 48 38.83276(N)    114 34 44.97247(W)     ADJUSTED  
 FS1164* NAVD 88     -       872.     (meters)    2861.     (feet)  SCALED    
 FS1164  ___________________________________________________________________
 FS1164  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FS1164  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS1164  HORZ ORDER  -  FIRST
 FS1164
 FS1164.The horizontal coordinates were established by classical geodetic methods
 FS1164.and adjusted by the National Geodetic Survey in August 1993.
 FS1164
 FS1164.The orthometric height was scaled from a topographic map.
 FS1164
 FS1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1164
 FS1164.The geoid height was determined by GEOID03.
 FS1164
 FS1164;                    North         East     Units Scale Factor Converg.
 FS1164;SPC AZ W     -   533,855.471   138,425.952   MT  1.00000250   -0 29 06.6
 FS1164;SPC AZ W     - 1,751,494.33    454,153.39   iFT  1.00000250   -0 29 06.6
 FS1164;UTM  11      - 3,965,666.874   718,725.341   MT  1.00018955   +1 25 01.3
 FS1164
 FS1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1164!SPC AZ W     -   0.99986764  x   1.00000250  =   0.99987014
 FS1164!UTM  11      -   0.99986764  x   1.00018955  =   1.00005717
 FS1164
 FS1164|---------------------------------------------------------------------|
 FS1164| PID    Reference Object                     Distance      Geod. Az  |
 FS1164|                                                           dddmmss.s |
 FS1164| CC5520 LARSON RM 2                           5.005 METERS 21556     |
 FS1164| CC5521 LARSON RM 3                                        2560606.2 |
 FS1164| CC5519 LARSON RM 1                           3.380 METERS 26335     |
 FS1164|---------------------------------------------------------------------|
 FS1164
 FS1164                          SUPERSEDED SURVEY CONTROL
 FS1164
 FS1164  NAD 83(1986)-  35 48 38.82540(N)    114 34 44.96090(W) AD(       ) 1
 FS1164  NAD 27      -  35 48 38.87300(N)    114 34 42.05700(W) AD(       ) 1
 FS1164
 FS1164.Superseded values are not recommended for survey control.
 FS1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1164.See file dsdata.txt to determine how the superseded data were derived.
 FS1164
 FS1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1872565667(NAD 83)
 FS1164_MARKER: DS = TRIANGULATION STATION DISK
 FS1164_SETTING: 66 = SET IN ROCK OUTCROP
 FS1164_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1164+STABILITY: POSITION/ELEVATION WELL
 FS1164
 FS1164  HISTORY     - Date     Condition        Report By
 FS1164  HISTORY     - 1934     MONUMENTED       CGS
 FS1164  HISTORY     - 1981     GOOD             AZDT
 FS1164
 FS1164                          STATION DESCRIPTION
 FS1164
 FS1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1164'STATION IS ON THE WESTERN SPUR OF THE LIGHT-COLORED HILLS LAYING
 FS1164'5 MILES (AIR LINE) SE OF WILLOW BEACH AND 1 MILE N OF THE COUNTY
 FS1164'ROAD FROM CHLORIDE TO WILLOW BEACH.  FROM THE COUNTY ROAD THE
 FS1164'HILL ON WHICH THE STATION IS LOCATED APPEARS TO BE FLAT-TOPPED
 FS1164'AND IS THE HIGHEST IN THE RANGE.
 FS1164'
 FS1164'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 FS1164'IN A BOULDER.
 FS1164'
 FS1164'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 FS1164'BEDROCK.
 FS1164'
 FS1164'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/2 MILE WNW ON RIDGE
 FS1164'200 YARDS WNW FROM LARSON MINE.
 FS1164'
 FS1164'TO REACH FROM CHLORIDE FOLLOW THE COUNTY ROAD TOWARD WILLOW
 FS1164'BEACH, 30.4 MILES TO THE PASS WHICH IS THE HIGHEST POINT IN
 FS1164'THE ROAD.  CONTINUE 5.9 MILES TO A SIGN READING LARSON (THIS
 FS1164'POINT IS 6.3 MILES BEFORE REACHING WILLOW BEACH).  TURN RIGHT
 FS1164'(N) AND FOLLOW THE DIM ROAD 1.6 MILES TO THE ABANDONED LARSON
 FS1164'MINE.  TURN SHARP LEFT AND CONTINUE 0.2 MILE UP A WASH TO THE END
 FS1164'OF TRUCK TRAVEL.  THE WASH CONTINUES NE TOWARD THE STATION.
 FS1164'FOLLOW THE MAIN WASH 1/4 MILE THEN ASCEND RIDGE N TO THE
 FS1164'STATION.  IT IS ABOUT 25 MINUTES WALK FROM THE END OF
 FS1164'TRUCK TRAVEL.
 FS1164
 FS1164                          STATION RECOVERY (1981)
 FS1164
 FS1164'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1164'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED, THE
 FS1164'AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW ROUTE TO THE
 FS1164'STATION FOLLOWS.
 FS1164'
 FS1164'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1164'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1164'US HIGHWAY 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC
 FS1164'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 44.3 MILES TO AN EXXON
 FS1164'SERVICE STATION AND A RESTURANT ON THE RIGHT.  TRAVEL NORTH ON US 93
 FS1164'FOR 2.35 MILES TO A BLADED ROAD LEFT, CONTINUE NORTH ALONG US 93 FOR
 FS1164'5.25 MILES TO A SIGN ON RIGHT TEMPLE BAR ROAD, CONTINUE NORTH ON US 93
 FS1164'FOR 0.2 MILE TO A TWO BARRAL BOX AND A FENCE CORNER JUST NORTH OF BOX.
 FS1164'TURN LEFT AT FENCE CORNER AND PASS THROUGH GATE, TURN SHARP RIGT ON
 FS1164'TRACK ROAD AND FOLLOW POLE LINE NORTHWEST FOR 0.5 MILE TO A RIDGE AND
 FS1164'A POLE ON THE RIGHT.  TURN SHARP LEFT AND FOLLOW DIM TRACKS ON RIDGE
 FS1164'FOR 1.6 MILES TOWARD STATION TO END OF TRUCK TRAVEL AT BASE OF PEAK.
 FS1164'PACK TO TOP OF PEAK AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1543 ***********************************************************************
 DA1543  DESIGNATION -  LARUE
 DA1543  PID         -  DA1543
 DA1543  STATE/COUNTY-  AZ/PIMA
 DA1543  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1543
 DA1543                         *CURRENT SURVEY CONTROL
 DA1543  ___________________________________________________________________
 DA1543* NAD 83(1992)-  32 26 44.34982(N)    112 57 14.28559(W)     ADJUSTED  
 DA1543* NAVD 88     -       862.84   (+/-2cm)    2830.8    (feet)  VERTCON   
 DA1543  ___________________________________________________________________
 DA1543  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 DA1543  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA1543  HORZ ORDER  -  SECOND
 DA1543  VERT ORDER  -  THIRD ? (See Below)
 DA1543
 DA1543.The horizontal coordinates were established by classical geodetic methods
 DA1543.and adjusted by the National Geodetic Survey in August 1993.
 DA1543
 DA1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1543.The vertical order pertains to the NGVD 29 superseded value.
 DA1543
 DA1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1543
 DA1543.The geoid height was determined by GEOID03.
 DA1543
 DA1543;                    North         East     Units Scale Factor Converg.
 DA1543;SPC AZ C     -   160,754.533   115,826.654   MT  1.00001727   -0 33 23.6
 DA1543;SPC AZ C     -   527,409.89    380,008.71   iFT  1.00001727   -0 33 23.6
 DA1543;UTM  12      - 3,591,515.408   316,320.315   MT  1.00001605   -1 02 54.9
 DA1543
 DA1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1543!SPC AZ C     -   0.99986952  x   1.00001727  =   0.99988679
 DA1543!UTM  12      -   0.99986952  x   1.00001605  =   0.99988557
 DA1543
 DA1543:                Primary Azimuth Mark                     Grid Az
 DA1543:SPC AZ C     -  MEAD                                     079 21 00.5
 DA1543:UTM  12      -  MEAD                                     079 50 31.8
 DA1543
 DA1543|---------------------------------------------------------------------|
 DA1543| PID    Reference Object                     Distance      Geod. Az  |
 DA1543|                                                           dddmmss.s |
 DA1543| DA1530 MEAD                                APPROX. 7.8 KM 0784736.9 |
 DA1543| DA1528 AJO AFB BEACON                      APPROX. 9.2 KM 0855505.7 |
 DA1543| CH5832 LARUE RM 1                           10.938 METERS 23128     |
 DA1543| CH5833 LARUE RM 2                           19.594 METERS 29710     |
 DA1543|---------------------------------------------------------------------|
 DA1543
 DA1543                          SUPERSEDED SURVEY CONTROL
 DA1543
 DA1543  NAD 83(1986)-  32 26 44.34433(N)    112 57 14.29249(W) AD(       ) 2
 DA1543  NAD 27      -  32 26 44.13938(N)    112 57 11.72570(W) AD(       ) 2
 DA1543  NGVD 29 (07/19/86)  862.15   (m)         2828.6    (f) LEVELING    3  
 DA1543
 DA1543.Superseded values are not recommended for survey control.
 DA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1543.See file dsdata.txt to determine how the superseded data were derived.
 DA1543
 DA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA1632091515(NAD 83)
 DA1543_MARKER: DD = SURVEY DISK
 DA1543_SETTING: 66 = SET IN ROCK OUTCROP
 DA1543
 DA1543  HISTORY     - Date     Condition        Report By
 DA1543  HISTORY     - 1975     MONUMENTED       AZDT
 DA1543
 DA1543                          STATION DESCRIPTION
 DA1543
 DA1543'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1543'THE STATION IS LOCATED ABOUT 7.6 MILES NORTHWEST OF AJO NEAR A
 DA1543'MICROWAVE TOWER ON CHILDS MOUNTAIN.
 DA1543'
 DA1543'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED LARUE
 DA1543'P AND M GS 1975 AND IS EPOXIED IN A DRILL HOLE IN A ROCK
 DA1543'OUTCROP.  THE MARK IS AT THE END OF THE ROAD TO MICROWAVE
 DA1543'FACILITIES ON CHILDS MT. AND IS LOCATED 6 FEET FROM THE SOUTHEAST
 DA1543'CORNER OF A SMALL BLOCK BUILDING PAINTED GREEN AND IS MARKED BY
 DA1543'A WITNESS POST 7.5 FEET TO THE EAST SOUTHEAST.
 DA1543'
 DA1543'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DA1543'1975 AND IS EPOXIED ON TO LAVA BEDROCK WHICH PROJECTS 6 IN. ABOVE
 DA1543'GROUND LEVEL.
 DA1543'
 DA1543'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DA1543'1975 AND IS EPOXIED ON A LAVA BEDROCK BOULDER WHICH PROJECTS 5
 DA1543'INCHES ABOVE GROUND LEVEL.
 DA1543'
 DA1543'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN GILA
 DA1543'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE ROUTE 85
 DA1543'TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 OVERPASS, CONTINUE
 DA1543'SOUTHERLY ON ROUTE 85 FOR 36.7 MILES TO A PAVED ROAD TO THE
 DA1543'RIGHT (WEST) WHICH LEADS TO AJO AIRFORCE BASE FACILITIES ON
 DA1543'CHILDS MOUNTAIN.  TURN RIGHT AND CONTINUE FOR 2.5 MILES TO A
 DA1543'LOCKED GATE AND A SECURITY GUARD.  REGISTER WITH GUARD AND
 DA1543'CONTINUE UP THE MOUNTAIN TO THE FIRST PAVED ROAD ON THE RIGHT,
 DA1543'TURN RIGHT AND CONTINUE TO THE LAST FACILITIES ON THE
 DA1543'MOUNTAIN AND THE END OF THE ROAD AND TO THE STATION.
 DA1543'
 DA1543'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1094 ***********************************************************************
 CG1094  DESIGNATION -  LAS GIJAS
 CG1094  PID         -  CG1094
 CG1094  STATE/COUNTY-  AZ/PIMA
 CG1094  USGS QUAD   -  CERRO COLORADO (1982)
 CG1094
 CG1094                         *CURRENT SURVEY CONTROL
 CG1094  ___________________________________________________________________
 CG1094* NAD 83(1992)-  31 37 35.38144(N)    111 21 59.53676(W)     ADJUSTED  
 CG1094* NAVD 88     -      1419.     (meters)    4656.     (feet)  SCALED    
 CG1094  ___________________________________________________________________
 CG1094  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 CG1094  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CG1094  HORZ ORDER  -  FIRST
 CG1094
 CG1094.The horizontal coordinates were established by classical geodetic methods
 CG1094.and adjusted by the National Geodetic Survey in August 1993.
 CG1094
 CG1094.The orthometric height was scaled from a topographic map.
 CG1094
 CG1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1094
 CG1094.The geoid height was determined by GEOID03.
 CG1094
 CG1094;                    North         East     Units Scale Factor Converg.
 CG1094;SPC AZ C     -    69,586.970   265,548.155   MT  0.99993358   +0 17 18.5
 CG1094;SPC AZ C     -   228,303.71    871,220.98   iFT  0.99993358   +0 17 18.5
 CG1094;UTM  12      - 3,499,094.988   465,238.809   MT  0.99961490   -0 11 31.9
 CG1094
 CG1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1094!SPC AZ C     -   0.99978196  x   0.99993358  =   0.99971556
 CG1094!UTM  12      -   0.99978196  x   0.99961490  =   0.99939695
 CG1094
 CG1094:                Primary Azimuth Mark                     Grid Az
 CG1094:SPC AZ C     -  LAS GIJAS AZ MK                          152 04 19.5
 CG1094:UTM  12      -  LAS GIJAS AZ MK                          152 33 09.9
 CG1094
 CG1094|---------------------------------------------------------------------|
 CG1094| PID    Reference Object                     Distance      Geod. Az  |
 CG1094|                                                           dddmmss.s |
 CG1094| CH5834 LAS GIJAS AZ MK                                    1522138.0 |
 CG1094| CH5835 LAS GIJAS RM 1                        6.405 METERS 15430     |
 CG1094| CH5836 LAS GIJAS RM 2                        6.850 METERS 22552     |
 CG1094|---------------------------------------------------------------------|
 CG1094
 CG1094                          SUPERSEDED SURVEY CONTROL
 CG1094
 CG1094  NAD 83(1986)-  31 37 35.37141(N)    111 21 59.53496(W) AD(       ) 1
 CG1094  NAD 27      -  31 37 35.05100(N)    111 21 57.17400(W) AD(       ) 1
 CG1094
 CG1094.Superseded values are not recommended for survey control.
 CG1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1094.See file dsdata.txt to determine how the superseded data were derived.
 CG1094
 CG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV6523999095(NAD 83)
 CG1094_MARKER: DS = TRIANGULATION STATION DISK
 CG1094_SETTING: 66 = SET IN ROCK OUTCROP
 CG1094
 CG1094  HISTORY     - Date     Condition        Report By
 CG1094  HISTORY     - 1935     MONUMENTED       CGS
 CG1094  HISTORY     - 1956     GOOD             USE
 CG1094
 CG1094                          STATION DESCRIPTION
 CG1094
 CG1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1094'ABOUT 40 MILES SOUTHWEST OF TUCSON, AIR LINE, AND ABOUT 4 MILES
 CG1094'NORTHWEST OF ARIVACA, ON THE HIGHEST PEAK OF THE SOUTHERN PART
 CG1094'OF THE LAS GIJAS MOUNTAINS, ON THE SUMMIT OF A SHARP KNOLL OF THE
 CG1094'HIGH, V-SHAPED RIDGE, IN THE APPROXIMATE CENTER OF THE SUMMIT.
 CG1094'MARKED BY A STANDARD BRONZE DISK. SET IN
 CG1094'AN OUTCROP OF LEDGE ROCK, IN A JUMBLED MASS OF SMALL, REDDISH
 CG1094'BOULDERS.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG1094'DISK, IS AT THE SOUTHEAST EDGE OF THE SUMMIT AND ABOUT
 CG1094'1-1/2 FEET LOWER THAN AND 6.405 METERS (21.01 FEET) FROM
 CG1094'STATION S 25 DEG 30 MIN E. REFERENCE MARK NO. 2, A
 CG1094'STANDARD BRONZE REFERENCE DISK, IS ON THE SOUTHWEST
 CG1094'RIM OF THE SUMMIT, SLIGHTLY LOWER THAN THE STATION AND 6.850
 CG1094'METERS (22.47 FEET) FROM STATION S 45 DEG 52 MIN W.
 CG1094'THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS ON
 CG1094'THE SUMMIT OF A SHARP, LONE PEAK WHICH IS JOINED TO THE STATION
 CG1094'PEAK BY A CONSIDERABLY LOWER, CIRCULAR RIDGE, IN THE CENTER OF
 CG1094'THE SHARP SUMMIT, IN BEDROCK, ONE-HALF MILE FROM STATION
 CG1094'S 27 DEG 38 MIN E.
 CG1094
 CG1094                          STATION RECOVERY (1956)
 CG1094
 CG1094'RECOVERY NOTE BY US ENGINEERS 1956
 CG1094'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1420 ***********************************************************************
 DA1420  DESIGNATION -  LASAGE
 DA1420  PID         -  DA1420
 DA1420  STATE/COUNTY-  AZ/YUMA
 DA1420  USGS QUAD   -  DATELAND (1982)
 DA1420
 DA1420                         *CURRENT SURVEY CONTROL
 DA1420  ___________________________________________________________________
 DA1420* NAD 83(1992)-  32 47 51.11954(N)    113 32 36.29056(W)     ADJUSTED  
 DA1420* NAVD 88     -       135.23   (+/-2cm)     443.7    (feet)  VERTCON   
 DA1420  ___________________________________________________________________
 DA1420  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DA1420  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DA1420  HORZ ORDER  -  SECOND
 DA1420  VERT ORDER  -  THIRD ? (See Below)
 DA1420
 DA1420.The horizontal coordinates were established by classical geodetic methods
 DA1420.and adjusted by the National Geodetic Survey in August 1993.
 DA1420
 DA1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1420.The vertical order pertains to the NGVD 29 superseded value.
 DA1420
 DA1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1420
 DA1420.The geoid height was determined by GEOID03.
 DA1420
 DA1420;                    North         East     Units Scale Factor Converg.
 DA1420;SPC AZ W     -   199,325.221   232,708.823   MT  0.99993795   +0 06 42.8
 DA1420;SPC AZ W     -   653,954.14    763,480.39   iFT  0.99993795   +0 06 42.8
 DA1420;UTM  12      - 3,631,706.392   261,831.109   MT  1.00029950   -1 22 42.0
 DA1420
 DA1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1420!SPC AZ W     -   0.99998384  x   0.99993795  =   0.99992179
 DA1420!UTM  12      -   0.99998384  x   1.00029950  =   1.00028334
 DA1420
 DA1420:                Primary Azimuth Mark                     Grid Az
 DA1420:SPC AZ W     -  C 322                                    237 28 07.6
 DA1420:UTM  12      -  C 322                                    238 57 32.4
 DA1420
 DA1420|---------------------------------------------------------------------|
 DA1420| PID    Reference Object                     Distance      Geod. Az  |
 DA1420|                                                           dddmmss.s |
 DA1420| DA1099 C 322                                              2373450.4 |
 DA1420|---------------------------------------------------------------------|
 DA1420
 DA1420                          SUPERSEDED SURVEY CONTROL
 DA1420
 DA1420  NAD 83(1986)-  32 47 51.11406(N)    113 32 36.29678(W) AD(       ) 2
 DA1420  NAD 27      -  32 47 50.94180(N)    113 32 33.60120(W) AD(       ) 2
 DA1420  NGVD 29 (07/19/86)  134.66   (m)          441.8    (f) LEVELING    3  
 DA1420
 DA1420.Superseded values are not recommended for survey control.
 DA1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1420.See file dsdata.txt to determine how the superseded data were derived.
 DA1420
 DA1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6183131706(NAD 83)
 DA1420_MARKER: DE = TRAVERSE STATION DISK
 DA1420_SETTING: 0 = UNSPECIFIED SETTING
 DA1420
 DA1420  HISTORY     - Date     Condition        Report By
 DA1420  HISTORY     - 1960     MONUMENTED       CGS
 DA1420  HISTORY     - 1965     GOOD             USGS
 DA1420  HISTORY     - 1967     GOOD             AMS
 DA1420
 DA1420                          STATION DESCRIPTION
 DA1420
 DA1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1420'THE STATION IS 0.1 MILE WEST AND 0.15 MILE NORTH OF THE DATELAND
 DA1420'POST OFFICE, 4 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 DA1420'ATTACHED AND 3 FEET WEST FROM THE NORTHWEST CORNER OF THE
 DA1420'BARBED WIRE ENCLOSURE SURROUNDING THE PRIVATE PROPERTY AT
 DA1420'DATELAND.
 DA1420'
 DA1420'THE STATION MARK, STAMPED LASAGE 1960, IS A STANDARD TRAVERSE
 DA1420'DISK SET IN CONCRETE IN THE TOP OF A 4-INCH SOIL PIPE PROJECTING
 DA1420'10 INCHES.
 DA1420'
 DA1420'THE AZIMUTH MARK, STAMPED C 322 1952, IS A STANDARD BENCH MARK
 DA1420'DISK SET IN A DRILL HOLE IN THE TOP AND CENTER OF THE WEST
 DA1420'WINGWALL OF A BOX CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD,
 DA1420'1.1 MILES SOUTHWEST OF THE STATION, 2 POLES EAST OF THE
 DA1420'RAILROAD MILEPOST 805, 41 FEET SOUTHWEST OF TELEGRAPH POLE
 DA1420'F, 6 FEET NORTH OF THE NORTH RAIL AND 1-FOOT LOWER THAN THE
 DA1420'TRACKS.
 DA1420
 DA1420                          STATION RECOVERY (1965)
 DA1420
 DA1420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1420'STATION WAS RECOVERED.
 DA1420'
 DA1420'NEW DESCRIPTION SHOULD READ--THE STATION IS 800 FEET SOUTH
 DA1420'AND 750 FEET WEST OF THE DATELAND POST OFFICE.  8 FEET WEST
 DA1420'OF A RIGHT ANGLE BEND IN CONCRETE LINED IRRIGATION DITCH.
 DA1420'4 FEET NORTH OF METAL WITNESS SIGN--.
 DA1420
 DA1420                          STATION RECOVERY (1967)
 DA1420
 DA1420'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1420'THE STATION MARK WAS RECOVERED AS DESCRIBED.
 DA1420'
 DA1420'THE TO REACH DESCRIPTION IS ADEQUATE.
 DA1420'
 DA1420'NOTE--THIS STATION HAS NO R.M.S
 DA1420'
 DA1420'AZIMUTH MARK WAS NOT SEARCHED FOR BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0600 ***********************************************************************
 DV0600  DESIGNATION -  LATH
 DV0600  PID         -  DV0600
 DV0600  STATE/COUNTY-  AZ/MARICOPA
 DV0600  USGS QUAD   -  FOWLER (1982)
 DV0600
 DV0600                         *CURRENT SURVEY CONTROL
 DV0600  ___________________________________________________________________
 DV0600* NAD 83(1992)-  33 27 37.53251(N)    112 08 34.77848(W)     ADJUSTED  
 DV0600* NAVD 88     -       326.544  (meters)    1071.34   (feet)  ADJUSTED  
 DV0600  ___________________________________________________________________
 DV0600  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 DV0600  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0600  DYNAMIC HT  -         326.163 (meters)    1070.09  (feet)  COMP
 DV0600  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 DV0600
 DV0600  HORZ ORDER  -  SECOND
 DV0600  VERT ORDER  -  FIRST     CLASS II
 DV0600
 DV0600.The horizontal coordinates were established by classical geodetic methods
 DV0600.and adjusted by the National Geodetic Survey in August 1993.
 DV0600
 DV0600.The orthometric height was determined by differential leveling
 DV0600.and adjusted in November 1993.
 DV0600
 DV0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0600
 DV0600.The geoid height was determined by GEOID03.
 DV0600
 DV0600.The dynamic height is computed by dividing the NAVD 88
 DV0600.geopotential number by the normal gravity value computed on the
 DV0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0600.degrees latitude (g = 980.6199 gals.).
 DV0600
 DV0600.The modeled gravity was interpolated from observed gravity values.
 DV0600
 DV0600;                    North         East     Units Scale Factor Converg.
 DV0600;SPC AZ C     -   272,834.499   192,321.604   MT  0.99990546   -0 07 29.2
 DV0600;SPC AZ C     -   895,126.31    630,976.39   iFT  0.99990546   -0 07 29.2
 DV0600;UTM  12      - 3,702,915.871   393,781.503   MT  0.99973910   -0 37 48.9
 DV0600
 DV0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0600!SPC AZ C     -   0.99995345  x   0.99990546  =   0.99985892
 DV0600!UTM  12      -   0.99995345  x   0.99973910  =   0.99969257
 DV0600
 DV0600|---------------------------------------------------------------------|
 DV0600| PID    Reference Object                     Distance      Geod. Az  |
 DV0600|                                                           dddmmss.s |
 DV0600| DV0601 LATH RM 1                            12.500 METERS 09159     |
 DV0600| DV0599 LATH AZ MK                                         1835511.4 |
 DV0600| DV0596 COOL                                APPROX. 0.9 KM 2953139.4 |
 DV0600| DV0598 LATH RM 2                            16.758 METERS 34240     |
 DV0600|---------------------------------------------------------------------|
 DV0600
 DV0600                          SUPERSEDED SURVEY CONTROL
 DV0600
 DV0600  NAD 83(1986)-  33 27 37.52658(N)    112 08 34.78409(W) AD(       ) 2
 DV0600  NAD 27      -  33 27 37.37160(N)    112 08 32.24050(W) AD(       ) 2
 DV0600  NGVD 29 (??/??/92)  325.920  (m)         1069.29   (f) ADJ UNCH    1 2
 DV0600
 DV0600.Superseded values are not recommended for survey control.
 DV0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0600.See file dsdata.txt to determine how the superseded data were derived.
 DV0600
 DV0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9378202916(NAD 83)
 DV0600_MARKER: DE = TRAVERSE STATION DISK
 DV0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0600_STAMPING: LATH 1963
 DV0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0600+STABILITY: SURFACE MOTION
 DV0600
 DV0600  HISTORY     - Date     Condition        Report By
 DV0600  HISTORY     - 1963     MONUMENTED       CGS
 DV0600  HISTORY     - 1963     GOOD             CGS
 DV0600  HISTORY     - 1981     GOOD             AZDT
 DV0600  HISTORY     - 19960217 GOOD             USPSQD
 DV0600  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0600  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0600
 DV0600                          STATION DESCRIPTION
 DV0600
 DV0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0600'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE CENTER OF
 DV0600'PHOENIX, ABOUT 1/2 MILE SOUTH OF WEST MC DOWELL ROAD AND ABOUT
 DV0600'1/2 MILE WEST OF 35TH AVENUE ON THE SOUTH SIDE OF WEST LATHAM
 DV0600'STREET.
 DV0600'
 DV0600'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0600'(U.S. HIGHWAY 80) AND 35TH AVENUE IN THE SOUTHWEST PART OF
 DV0600'PHOENIX, GO NORTH ON 35TH AVENUE FOR 1.0 MILE TO WEST VAN
 DV0600'BUREN STREET, CONTINUE NORTH FOR 0.5 MILE TO WEST ROOSEVELT
 DV0600'STREET, CONTINUE NORTH FOR 0.15 MILE TO WEST LATHAM STREET,
 DV0600'TURN LEFT, GO WEST ON WEST LATHAM STREET FOR 0.5 MILE TO
 DV0600'THE STATION ON LEFT.
 DV0600'
 DV0600'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0600'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 DV0600'STAMPED LATH 1963.  THE MARK IS 34 FEET EAST OF THE EAST EDGE
 DV0600'OF A IRRIGATION DITCH, 37 FEET SOUTH OF THE CENTER OF WEST
 DV0600'LATHAM STREET, 13.5 FEET EAST OF FENCE CORNER AND 2.6 FEET
 DV0600'NORTH OF FENCE.
 DV0600'
 DV0600'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DV0600'ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 DV0600'GROUND AND STAMPED LATH NO 1 1963.  THE MARK IS 75 FEET EAST
 DV0600'OF FENCE CORNER, 28 FEET SOUTH OF THE CENTER OF WEST LATHAM
 DV0600'STREET AND 1 FOOT NORTH OF FENCE.
 DV0600'
 DV0600'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0600'A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 DV0600'GROUND AND STAMPED LATH NO 2 1963.  THE MARK IS 24 FEET NORTH
 DV0600'OF THE CENTER OF WEST LATHAM STREET, 19 FEET EAST OF THE EAST
 DV0600'EDGE OF A IRRIGATION DITCH AND 2 FEET SOUTH OF A LIGHT POLE.
 DV0600'
 DV0600'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DV0600'IN THE SOUTHWEST CORNER OF A CONCRETE HEADWALL AT THE END
 DV0600'OF A IRRIGATION DITCH AND STAMPED LATH 1963.  THE MARK IS
 DV0600'58 FEET NORTH OF CENTER OF WEST ROOSEVELT STREET, 36.5 FEET
 DV0600'NORTHWEST OF A FIRE HYDRANT AND 27 FEET WEST OF FENCE.
 DV0600'
 DV0600'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON WEST
 DV0600'LATHAM STREET FOR 0.1 MILE TO 38TH AVENUE, TURN RIGHT, GO
 DV0600'SOUTH ON 38TH AVENUE FOR 0.15 MILE TO WEST ROOSEVELT STREET,
 DV0600'TURN RIGHT, GO WEST ON WEST ROOSEVELT STREET FOR 0.1 MILE
 DV0600'TO THE MARK ON RIGHT.
 DV0600'
 DV0600'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV0600
 DV0600                          STATION RECOVERY (1963)
 DV0600
 DV0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0600'IN PHOENIX.
 DV0600'0.35 MILE SOUTH ALONG NORTH 35TH AVENUE FROM THE JUNCTION OF NORTH
 DV0600'35TH AVENUE AND WEST MCDOWELL ROAD IN THE WEST PART OF PHOENIX, THENCE
 DV0600'0.5 MILE WEST ALONG LATHAM STREET TO THE END OF THE STREET AND AN
 DV0600'IRRIGATION CANAL RUNNING NORTH AND SOUTH, 27 FEET SOUTH OF THE CENTER
 DV0600'OF LATHAM STREET, 34 FEET EAST OF THE IRRIGATION CANAL, 57 FEET SOUTH
 DV0600'OF POWER POLE NO. 8013, 78 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE
 DV0600'NO. 3848, 2.7 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE STREET, AND
 DV0600'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND. RM 1 IS 41.0 FEET
 DV0600'EAST OF TRAVERSE STATION LATH, 27.5 FEET SOUTH OF THE CENTER OF LATHAM
 DV0600'STREET, 75 FEET EAST OF THE IRRIGATION CANAL, 1.5 FEET NORTH OF A
 DV0600'FENCE, AND IS A STANDARD REFERENCE MARK DISK STAMPED LATH NO 1 1963,
 DV0600'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0600
 DV0600                          STATION RECOVERY (1981)
 DV0600
 DV0600'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0600'1.90 MI (3.06 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM THE
 DV0600'INTERSECTION OF INTERSTATE 17 TO 39TH AVENUE, THENCE SOUTH 0.4 MILE
 DV0600'(0.6 KM) TO LATHAM STREET AND THE MARK ON THE SOUTHEAST CORNER, A
 DV0600'STANDARD CGS BRASS CAP IN CONCRETE POST 0.50 FT (0.2 M) BELOW
 DV0600'GROUND.  44 FT (13.41 M) EAST OF 39TH AVENUE CENTERLINE.  26.5 FEET
 DV0600'(8.08 M) SOUTH OF LATHAM STREET CENTERLINE, 2.7 FT (82.30 CM) NORTH
 DV0600'OF CHAIN LINK FENCE, 58.0 FT (17.68 M) SOUTH OF LIGHT POLE WITH
 DV0600'WITNESS SIGN.
 DV0600
 DV0600                          STATION RECOVERY (1996)
 DV0600
 DV0600'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0600'RECOVERED IN GOOD CONDITION.
 DV0600
 DV0600                          STATION RECOVERY (2006)
 DV0600
 DV0600'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0600'MARK NOT FOUND.
 DV0600
 DV0600                          STATION RECOVERY (2007)
 DV0600
 DV0600'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0599 ***********************************************************************
 DV0599  DESIGNATION -  LATH AZ MK
 DV0599  PID         -  DV0599
 DV0599  STATE/COUNTY-  AZ/MARICOPA
 DV0599  USGS QUAD   -  FOWLER (1982)
 DV0599
 DV0599                         *CURRENT SURVEY CONTROL
 DV0599  ___________________________________________________________________
 DV0599* NAD 83(1986)-  33 27 37.     (N)    112 08 35.     (W)     SCALED    
 DV0599* NAVD 88     -       327.42   (+/-2cm)    1074.2    (feet)  VERTCON   
 DV0599  ___________________________________________________________________
 DV0599  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0599
 DV0599.The horizontal coordinates were scaled from a topographic map and have
 DV0599.an estimated accuracy of +/- 6 seconds.
 DV0599
 DV0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0599.The vertical order pertains to the NGVD 29 superseded value.
 DV0599
 DV0599.The geoid height was determined by GEOID03.
 DV0599
 DV0599;                    North         East    Units  Estimated Accuracy
 DV0599;SPC AZ C     -   272,820.      192,320.      MT  (+/- 180 meters Scaled)
 DV0599
 DV0599                          SUPERSEDED SURVEY CONTROL
 DV0599
 DV0599  NGVD 29 (??/??/92)  326.791  (m)         1072.15   (f) ADJ UNCH    2 0
 DV0599
 DV0599.Superseded values are not recommended for survey control.
 DV0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0599.See file dsdata.txt to determine how the superseded data were derived.
 DV0599
 DV0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937029(NAD 83)
 DV0599_MARKER: DZ = AZIMUTH MARK DISK
 DV0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0599_SP_SET: CULVERT
 DV0599_STAMPING: LATH 1963
 DV0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0599
 DV0599  HISTORY     - Date     Condition        Report By
 DV0599  HISTORY     - 1963     MONUMENTED       CGS
 DV0599  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0599
 DV0599                          STATION DESCRIPTION
 DV0599
 DV0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0599'IN PHOENIX.
 DV0599'0.35 MILE SOUTH ALONG NORTH 35TH AVENUE FROM THE JUNCTION OF NORTH
 DV0599'35TH AVENUE AND WEST MCDOWELL ROAD IN THE WEST PART OF PHOENIX, THENCE
 DV0599'0.5 MILE WEST ALONG LATHAM STREET TO THE END OF THE STREET AND AN
 DV0599'IRRIGATION CANAL RUNNING NORTH AND SOUTH, THENCE ABOUT 0.15 MILE SOUTH
 DV0599'ALONG THE IRRIGATION CANAL TO ROOSEVELT STREET, SET IN TOP OF THE WEST
 DV0599'END OF AN IRRIGATION CANAL CULVERT HEADWALL NORTH OF ROOSEVELT STREET,
 DV0599'54 FEET NORTH OF THE CENTER OF ROOSEVELT STREET, 32 FEET NORTHWEST OF
 DV0599'A FIRE HYDRANT, 31 FEET NORTHWEST OF POWER POLE NO. 8011, 25 FEET WEST
 DV0599'OF A FENCE, AND ABOUT 3 FEET ABOVE THE LEVEL OF ROOSEVELT STREET.
 DV0599'NOTE-- THE MARK MAY ALSO BE REACHED FROM THE JUNCTION OF NORTH 35TH
 DV0599'AVENUE AND WEST MCDOWELL ROAD BY GOING 0.5 MILE SOUTH ALONG NORTH 35TH
 DV0599'AVENUE, THENCE 0.5 MILE WEST ALONG ROOSEVELT STREET.
 DV0599
 DV0599                          STATION RECOVERY (2007)
 DV0599
 DV0599'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0599'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0599'MARK. THERE IS NO CULVERT HEADWALL AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0601 ***********************************************************************
 DV0601  DESIGNATION -  LATH RM 1
 DV0601  PID         -  DV0601
 DV0601  STATE/COUNTY-  AZ/MARICOPA
 DV0601  USGS QUAD   -  FOWLER (1982)
 DV0601
 DV0601                         *CURRENT SURVEY CONTROL
 DV0601  ___________________________________________________________________
 DV0601* NAD 83(1986)-  33 27 37.     (N)    112 08 35.     (W)     SCALED    
 DV0601* NAVD 88     -       326.598  (meters)    1071.51   (feet)  ADJUSTED  
 DV0601  ___________________________________________________________________
 DV0601  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0601  DYNAMIC HT  -         326.217 (meters)    1070.26  (feet)  COMP
 DV0601  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 DV0601
 DV0601  VERT ORDER  -  FIRST     CLASS II
 DV0601
 DV0601.The horizontal coordinates were scaled from a topographic map and have
 DV0601.an estimated accuracy of +/- 6 seconds.
 DV0601
 DV0601.The orthometric height was determined by differential leveling
 DV0601.and adjusted in November 1993.
 DV0601
 DV0601.The geoid height was determined by GEOID03.
 DV0601
 DV0601.The dynamic height is computed by dividing the NAVD 88
 DV0601.geopotential number by the normal gravity value computed on the
 DV0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0601.degrees latitude (g = 980.6199 gals.).
 DV0601
 DV0601.The modeled gravity was interpolated from observed gravity values.
 DV0601
 DV0601;                    North         East    Units  Estimated Accuracy
 DV0601;SPC AZ C     -   272,820.      192,320.      MT  (+/- 180 meters Scaled)
 DV0601
 DV0601                          SUPERSEDED SURVEY CONTROL
 DV0601
 DV0601  NGVD 29 (??/??/92)  325.966  (m)         1069.44   (f) ADJ UNCH    1 2
 DV0601
 DV0601.Superseded values are not recommended for survey control.
 DV0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0601.See file dsdata.txt to determine how the superseded data were derived.
 DV0601
 DV0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937029(NAD 83)
 DV0601_MARKER: DR = REFERENCE MARK DISK
 DV0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0601_STAMPING: LATH NO 1 1963
 DV0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0601+STABILITY: SURFACE MOTION
 DV0601
 DV0601  HISTORY     - Date     Condition        Report By
 DV0601  HISTORY     - 1963     MONUMENTED       CGS
 DV0601  HISTORY     - 1981     GOOD             AZDT
 DV0601  HISTORY     - 19960217 GOOD             USPSQD
 DV0601  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0601
 DV0601                          STATION DESCRIPTION
 DV0601
 DV0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0601'IN PHOENIX.
 DV0601'0.35 MILE SOUTH ALONG NORTH 35TH AVENUE FROM THE JUNCTION OF NORTH
 DV0601'35TH AVENUE AND WEST MCDOWELL ROAD IN THE WEST PART OF PHOENIX, THENCE
 DV0601'0.5 MILE WEST ALONG LATHAM STREET TO THE END OF THE STREET AND AN
 DV0601'IRRIGATION CANAL RUNNING NORTH AND SOUTH, 41.0 FEET EAST OF TRAVERSE
 DV0601'STATION LATH, 27.5 FEET SOUTH OF THE CENTER OF LATHAM STREET, 75 FEET
 DV0601'EAST OF THE IRRIGATION CANAL, 1.5 FEET NORTH OF A FENCE, AND SET IN
 DV0601'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0601
 DV0601                          STATION RECOVERY (1981)
 DV0601
 DV0601'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0601'1.90 MI (3.06 KM) WEST ALONG MCDOWELL ROAD IN PHOENIX FROM
 DV0601'THE INTERSECTION OF INTERSTATE 17 TO 39TH AVENUE.  THENCE SOUTH
 DV0601'0.4 MILE  (0.6 KM) TO LATHAM STREET AND THE MARK ON THE
 DV0601'SOUTHEAST CORNER.  A STANDARD CGS REFERENCE MARK DISK IN A CONCRETE
 DV0601'POST 0.3 FT (9 CM) BELOW GROUND.  41.0 FT (12.50 METERS)
 DV0601'EAST OF TRAVERSE STATION LATH, 27.5 FT (8.38 METERS) SOUTH OF THE
 DV0601'CENTER OF LATHAM STREET, 1.5 FT (0.46 METER) NORTH OF A 3 FT
 DV0601'CHAINLINK FENCE.
 DV0601
 DV0601                          STATION RECOVERY (1996)
 DV0601
 DV0601'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0601'RECOVERED IN GOOD CONDITION.
 DV0601
 DV0601                          STATION RECOVERY (2007)
 DV0601
 DV0601'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0598 ***********************************************************************
 DV0598  DESIGNATION -  LATH RM 2
 DV0598  PID         -  DV0598
 DV0598  STATE/COUNTY-  AZ/MARICOPA
 DV0598  USGS QUAD   -  FOWLER (1982)
 DV0598
 DV0598                         *CURRENT SURVEY CONTROL
 DV0598  ___________________________________________________________________
 DV0598* NAD 83(1986)-  33 27 37.     (N)    112 08 35.     (W)     SCALED    
 DV0598* NAVD 88     -       326.67   (+/-2cm)    1071.7    (feet)  VERTCON   
 DV0598  ___________________________________________________________________
 DV0598  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0598
 DV0598.The horizontal coordinates were scaled from a topographic map and have
 DV0598.an estimated accuracy of +/- 6 seconds.
 DV0598
 DV0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0598.The vertical order pertains to the NGVD 29 superseded value.
 DV0598
 DV0598.The geoid height was determined by GEOID03.
 DV0598
 DV0598;                    North         East    Units  Estimated Accuracy
 DV0598;SPC AZ C     -   272,820.      192,320.      MT  (+/- 180 meters Scaled)
 DV0598
 DV0598                          SUPERSEDED SURVEY CONTROL
 DV0598
 DV0598  NGVD 29 (??/??/92)  326.034  (m)         1069.66   (f) ADJ UNCH    2 0
 DV0598
 DV0598.Superseded values are not recommended for survey control.
 DV0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0598.See file dsdata.txt to determine how the superseded data were derived.
 DV0598
 DV0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937029(NAD 83)
 DV0598_MARKER: DR = REFERENCE MARK DISK
 DV0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0598_STAMPING: LATH NO 2 1963
 DV0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0598+STABILITY: SURFACE MOTION
 DV0598
 DV0598  HISTORY     - Date     Condition        Report By
 DV0598  HISTORY     - 1963     MONUMENTED       CGS
 DV0598  HISTORY     - 19960217 GOOD             USPSQD
 DV0598  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0598
 DV0598                          STATION DESCRIPTION
 DV0598
 DV0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0598'IN PHOENIX.
 DV0598'0.35 MILE SOUTH ALONG NORTH 35TH AVENUE FROM THE JUNCTION OF NORTH
 DV0598'35TH AVENUE AND WEST MCDOWELL ROAD IN THE WEST PART OF PHOENIX, THENCE
 DV0598'0.5 MILE WEST ALONG LATHAM STREET TO THE END OF THE STREET AND AN
 DV0598'IRRIGATION CANAL RUNNING NORTH AND SOUTH, 55.0 FEET NORTHWEST OF
 DV0598'TRAVERSE STATION LATH, 27.5 FEET NORTH OF THE CENTER OF LATHAM STREET,
 DV0598'18.5 FEET EAST OF THE IRRIGATION CANAL, 30 FEET SOUTHWEST OF THE
 DV0598'SOUTHWEST CORNER OF HOUSE NO. 3848, 2 FEET SOUTH OF POWER POLE NO.
 DV0598'8013, AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 DV0598
 DV0598                          STATION RECOVERY (1996)
 DV0598
 DV0598'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0598'RECOVERED IN GOOD CONDITION.
 DV0598
 DV0598                          STATION RECOVERY (2007)
 DV0598
 DV0598'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1305 ***********************************************************************
 DV1305  DESIGNATION -  LATH RM 2 RESET
 DV1305  PID         -  DV1305
 DV1305  STATE/COUNTY-  AZ/MARICOPA
 DV1305  USGS QUAD   -  FOWLER (1982)
 DV1305
 DV1305                         *CURRENT SURVEY CONTROL
 DV1305  ___________________________________________________________________
 DV1305* NAD 83(1986)-  33 27 37.     (N)    112 08 35.     (W)     SCALED    
 DV1305* NAVD 88     -       326.613  (meters)    1071.56   (feet)  ADJUSTED  
 DV1305  ___________________________________________________________________
 DV1305  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV1305  DYNAMIC HT  -         326.232 (meters)    1070.31  (feet)  COMP
 DV1305  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 DV1305
 DV1305  VERT ORDER  -  FIRST     CLASS II
 DV1305
 DV1305.The horizontal coordinates were scaled from a topographic map and have
 DV1305.an estimated accuracy of +/- 6 seconds.
 DV1305
 DV1305.The orthometric height was determined by differential leveling
 DV1305.and adjusted in November 1993.
 DV1305
 DV1305.The geoid height was determined by GEOID03.
 DV1305
 DV1305.The dynamic height is computed by dividing the NAVD 88
 DV1305.geopotential number by the normal gravity value computed on the
 DV1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1305.degrees latitude (g = 980.6199 gals.).
 DV1305
 DV1305.The modeled gravity was interpolated from observed gravity values.
 DV1305
 DV1305;                    North         East    Units  Estimated Accuracy
 DV1305;SPC AZ C     -   272,820.      192,320.      MT  (+/- 180 meters Scaled)
 DV1305
 DV1305                          SUPERSEDED SURVEY CONTROL
 DV1305
 DV1305.No superseded survey control is available for this station.
 DV1305
 DV1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC937029(NAD 83)
 DV1305_MARKER: DR = REFERENCE MARK DISK
 DV1305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1305_SP_SET: CONCRETE SIDEWALK
 DV1305_STAMPING: LATH NO 2 RESET 1968
 DV1305_MARK LOGO: CGS   
 DV1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1305
 DV1305  HISTORY     - Date     Condition        Report By
 DV1305  HISTORY     - 1968     MONUMENTED       CGS
 DV1305  HISTORY     - 1981     GOOD             AZDT
 DV1305  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV1305  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV1305
 DV1305                          STATION DESCRIPTION
 DV1305
 DV1305'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1305'PHOENIX.
 DV1305'1.90 MI (3.06 KM) WEST ALONG MCDOWELL ROAD IN  PHOENIX FROM
 DV1305'THE INTERSECTION OF INTERSTATE 17 TO 39TH AVENUE.  THENCE SOUTH
 DV1305'0.4 MILE (0.6 KM) TO LATHAM STREET AND THE MARK ON THE
 DV1305'NORTHEAST CORNER OF THE INTERSECTION.  A STANDARD CGS REFERENCE
 DV1305'MARK DISK SET FLUSH IN THE SIDEWALK.  THE MARK IS IN FRONT OF HOUSE
 DV1305'NUMBER 3848 WEST LATHAM STREET.  APPROXIMATELY FOUR FEET FROM A WOODEN
 DV1305'STREET-LIGHT POLE WITH A WITNESS SIGN ATTACHED.
 DV1305
 DV1305                          STATION RECOVERY (1996)
 DV1305
 DV1305'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1305'MARK NOT FOUND.
 DV1305
 DV1305                          STATION RECOVERY (2007)
 DV1305
 DV1305'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1035 ***********************************************************************
 ET1035  DESIGNATION -  LAVA
 ET1035  PID         -  ET1035
 ET1035  STATE/COUNTY-  AZ/YAVAPAI
 ET1035  USGS QUAD   -  DATE CREEK RANCH (1967)
 ET1035
 ET1035                         *CURRENT SURVEY CONTROL
 ET1035  ___________________________________________________________________
 ET1035* NAD 83(1992)-  34 10 30.06613(N)    113 00 47.79777(W)     ADJUSTED  
 ET1035* NAVD 88     -       981.7    (meters)    3221.     (feet)  VERTCON   
 ET1035  ___________________________________________________________________
 ET1035  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 ET1035  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 ET1035  HORZ ORDER  -  SECOND
 ET1035
 ET1035.The horizontal coordinates were established by classical geodetic methods
 ET1035.and adjusted by the National Geodetic Survey in August 1993.
 ET1035
 ET1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1035
 ET1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1035
 ET1035.The geoid height was determined by GEOID03.
 ET1035
 ET1035;                    North         East     Units Scale Factor Converg.
 ET1035;SPC AZ C     -   352,609.115   112,265.937   MT  1.00002594   -0 36 57.8
 ET1035;SPC AZ C     - 1,156,854.05    368,326.56   iFT  1.00002594   -0 36 57.8
 ET1035;SPC AZ W     -   352,322.664   281,278.245   MT  0.99999018   +0 24 49.9
 ET1035;SPC AZ W     - 1,155,914.25    922,828.89   iFT  0.99999018   +0 24 49.9
 ET1035;UTM  12      - 3,783,393.624   314,446.188   MT  1.00002443   -1 07 52.4
 ET1035
 ET1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1035!SPC AZ C     -   0.99985051  x   1.00002594  =   0.99987644
 ET1035!SPC AZ W     -   0.99985051  x   0.99999018  =   0.99984069
 ET1035!UTM  12      -   0.99985051  x   1.00002443  =   0.99987493
 ET1035
 ET1035|---------------------------------------------------------------------|
 ET1035| PID    Reference Object                     Distance      Geod. Az  |
 ET1035|                                                           dddmmss.s |
 ET1035| CH2642 LAVA RM 2                             9.450 METERS 17111     |
 ET1035| ET1039 MERRIT                              APPROX. 7.8 KM 1735006.6 |
 ET1035| CH2641 LAVA RM 1                             8.196 METERS 27327     |
 ET1035|---------------------------------------------------------------------|
 ET1035
 ET1035                          SUPERSEDED SURVEY CONTROL
 ET1035
 ET1035  NAD 83(1986)-  34 10 30.06549(N)    113 00 47.80148(W) AD(       ) 2
 ET1035  NAD 27      -  34 10 29.97774(N)    113 00 45.12091(W) AD(       ) 2
 ET1035  NGVD 29 (07/19/86)  980.9    (m)         3218.     (f) VERT ANG    3  
 ET1035
 ET1035.Superseded values are not recommended for survey control.
 ET1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1035.See file dsdata.txt to determine how the superseded data were derived.
 ET1035
 ET1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1444683394(NAD 83)
 ET1035_MARKER: DD = SURVEY DISK
 ET1035_SETTING: 80 = SET IN A BOULDER
 ET1035
 ET1035  HISTORY     - Date     Condition        Report By
 ET1035  HISTORY     - 1966     MONUMENTED       USGS
 ET1035  HISTORY     - 1967     GOOD             USGS
 ET1035  HISTORY     - 1980     GOOD             AZDT
 ET1035
 ET1035                          STATION DESCRIPTION
 ET1035
 ET1035'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (HRP)
 ET1035'LOCATED ABOUT 21 MI. (AIRLINE) NW. OF WICKENBURG.  ABOUT 18 MI. NE.
 ET1035'OF AGUILA.  10 MI. W. OF CONGRESS.  ON THE MORE WESTERLY TOP OF A
 ET1035'TWIN-TOPPED HILL JUST OFF U.S. HIGHWAY 93.
 ET1035'
 ET1035'TO REACH FROM INTERSECTION 60-70-93 IN WICKENBURG, GO N. ON U.S.
 ET1035'HIGHWAY 93 FOR 16.2 MI. TO INTERSECTION OF U.S. 93 AND STATE HIGHWAY
 ET1035'71.  CONTINUE ON U.S. HIGHWAY 93 FOR 4.7 MI. TO A GATE AT THE BASE
 ET1035'OF A HILL ON THE RIGHT.  CONTINUE THROUGH GATE AND ACROSS COUNTRY
 ET1035'TO BASE OF HILL ABOUT 0.2 MI. AND END OF TRUCK TRAVEL.  PACK UPHILL
 ET1035'TO STATION.  ABOUT A 10-MINUTE PACK.
 ET1035'
 ET1035'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED LAVA 1966 CEMENTED
 ET1035'IN A BURIED BOULDER PROJECTING ABOUT 0.6 FT. ABOVE GROUND.
 ET1035'
 ET1035'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1966
 ET1035'CEMENTED IN A BURIED BOULDER.
 ET1035'
 ET1035'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2 1966
 ET1035'CEMENTED IN A BURIED BOULDER.
 ET1035
 ET1035                          STATION RECOVERY (1980)
 ET1035
 ET1035'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET1035'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1035'DESCRIBED BY THE USGS IN 1967.  THE ROUTE TO THE STATION IS COMPLETE
 ET1035'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0697 ***********************************************************************
 FQ0697  DESIGNATION -  LAVA
 FQ0697  PID         -  FQ0697
 FQ0697  STATE/COUNTY-  AZ/COCONINO
 FQ0697  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0697
 FQ0697                         *CURRENT SURVEY CONTROL
 FQ0697  ___________________________________________________________________
 FQ0697* NAD 83(1992)-  35 39 27.08846(N)    111 32 17.95112(W)     ADJUSTED  
 FQ0697* NAVD 88     -      1654.1    (meters)    5427.     (feet)  VERTCON   
 FQ0697  ___________________________________________________________________
 FQ0697  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 FQ0697  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FQ0697  HORZ ORDER  -  SECOND
 FQ0697
 FQ0697.The horizontal coordinates were established by classical geodetic methods
 FQ0697.and adjusted by the National Geodetic Survey in August 1993.
 FQ0697
 FQ0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0697
 FQ0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0697
 FQ0697.The geoid height was determined by GEOID03.
 FQ0697
 FQ0697;                    North         East     Units Scale Factor Converg.
 FQ0697;SPC AZ C     -   516,582.979   247,616.691   MT  0.99991446   +0 13 14.0
 FQ0697;SPC AZ C     - 1,694,826.05    812,390.72   iFT  0.99991446   +0 13 14.0
 FQ0697;UTM  12      - 3,946,097.447   451,273.383   MT  0.99962926   -0 18 49.7
 FQ0697
 FQ0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0697!SPC AZ C     -   0.99974415  x   0.99991446  =   0.99965863
 FQ0697!UTM  12      -   0.99974415  x   0.99962926  =   0.99937351
 FQ0697
 FQ0697:                Primary Azimuth Mark                     Grid Az
 FQ0697:SPC AZ C     -  LAVA AZ MK                               059 22 07.3
 FQ0697:UTM  12      -  LAVA AZ MK                               059 54 11.0
 FQ0697
 FQ0697|---------------------------------------------------------------------|
 FQ0697| PID    Reference Object                     Distance      Geod. Az  |
 FQ0697|                                                           dddmmss.s |
 FQ0697| CH2634 LAVA AZ MK                                         0593521.3 |
 FQ0697| CH2635 LAVA RM 1                            21.762 METERS 22501     |
 FQ0697| FQ0696 PROMINENT LAVA OUTCROP              220.221 METERS 32240     |
 FQ0697| CH2636 LAVA RM 2                            19.942 METERS 33559     |
 FQ0697|---------------------------------------------------------------------|
 FQ0697
 FQ0697                          SUPERSEDED SURVEY CONTROL
 FQ0697
 FQ0697  NAD 83(1986)-  35 39 27.08822(N)    111 32 17.94860(W) AD(       ) 2
 FQ0697  NAD 27      -  35 39 27.08409(N)    111 32 15.41054(W) AD(       ) 2
 FQ0697  NGVD 29 (07/19/86) 1653.2    (m)         5424.     (f) VERT ANG    3  
 FQ0697
 FQ0697.Superseded values are not recommended for survey control.
 FQ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0697.See file dsdata.txt to determine how the superseded data were derived.
 FQ0697
 FQ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5127346097(NAD 83)
 FQ0697_MARKER: DS = TRIANGULATION STATION DISK
 FQ0697_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0697
 FQ0697  HISTORY     - Date     Condition        Report By
 FQ0697  HISTORY     - 1936     MONUMENTED       CGS
 FQ0697  HISTORY     - 1955     GOOD             CGS
 FQ0697  HISTORY     - 1968     GOOD             AMS
 FQ0697  HISTORY     - 1976     GOOD             NGS
 FQ0697
 FQ0697                          STATION DESCRIPTION
 FQ0697
 FQ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0697'STATION IS ABOUT 17 MILES SOUTH-SOUTHWEST OF CAMERON, ARIZONA,
 FQ0697'ABOUT 100 YARDS SOUTH OF THE NORTH EDGE OF A LARGE BLACK
 FQ0697'MESA, 1-1/2 MILES WEST OF U.S. HIGHWAY 89, ABOUT 1/4 MILE
 FQ0697'EAST OF A NORTH-SOUTH JOG IN THE MESA RIM.
 FQ0697'
 FQ0697'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89 (ABOUT
 FQ0697'SIX MILES EAST OF FLAGSTAFF) TAKE HIGHWAY 89 NORTH FOR 29.5
 FQ0697'MILES, TURN LEFT THROUGH WIRE GATE OPPOSITE MAIL BOX MARKED
 FQ0697'SPIDER WEB RANCH, DRIVE NORTH-WESTERLY ON TRACKS FOR 0.5 MILE,
 FQ0697'TURN LEFT ON WELL-TRAVELED EAST-WEST ROAD AND DRIVE WESTERLY
 FQ0697'FOR 0.7 MILE (AZIMUTH MARK ON LEFT HERE ON TOP OF A PROMINENT
 FQ0697'LAVA KNOLL).  CONTINUE FOR 0.5 MILE AND CLIMB MESA RIM TO THE
 FQ0697'SOUTH AT ANY CONVENIENT POINT, DRIVE EASTERLY ALONG THE NORTH
 FQ0697'RIM OF THE MESA FOR ABOUT 1/4 MILE TO STATION.
 FQ0697'
 FQ0697'STATION MARK IS CEMENTED IN A LAVA OUTCROP PROJECTING ABOUT
 FQ0697'3 INCHES ABOVE THE SURFACE, 722.5 FEET SOUTHEAST OF A PROMINENT
 FQ0697'LAVA OUTCROP ON THE NORTH RIM OF THE MESA.
 FQ0697'
 FQ0697'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, CEMENTED
 FQ0697'IN A DRILL HOLE IN A LAVA OUTCROP, AND PROJECTS ABOUT
 FQ0697'4 INCHES.  IT IS 112.95 FEET SOUTH-SOUTHWEST OF REFERENCE
 FQ0697'MARK NO. 2.
 FQ0697'
 FQ0697'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, CEMENTED
 FQ0697'IN A DRILL HOLE IN OUTCROPPING LAVA, AND PROJECTS
 FQ0697'ABOUT 4 INCHES.
 FQ0697'
 FQ0697'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, CEMENTED IN
 FQ0697'A DRILL HOLE IN OUTCROPPING LAVA, IN THE CENTER OF
 FQ0697'(NORTH-SOUTH) AND ON THE EAST EDGE OF A PROMINENT LAVA KNOLL.
 FQ0697'
 FQ0697'ALL STATIONS VISIBLE FROM AN 8-FOOT STAND.
 FQ0697'
 FQ0697'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FQ0697
 FQ0697                          STATION RECOVERY (1955)
 FQ0697
 FQ0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0697'THE STATION MARK, TWO REFERENCE MARKS, AND THE AZIMUTH MARK
 FQ0697'WERE RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD CONDITION.
 FQ0697
 FQ0697                          STATION RECOVERY (1968)
 FQ0697
 FQ0697'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 FQ0697'RECOVERED.
 FQ0697
 FQ0697                          STATION RECOVERY (1976)
 FQ0697
 FQ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FQ0697'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 FQ0697'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE RMS
 FQ0697'CHECKED THE OLD MEASUREMENTS BY 0.01 M AND ANGLES TO RMS AND
 FQ0697'AZIMUTH MARK CHECKED BY 13 IN, 28 IN AND AZ. BY 7.1 IN.
 FQ0697'
 FQ0697'THE PRESENT DESCRIPTION IS ADEQUATE.
 FQ0697'
 FQ0697'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0697'
 FQ0697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0697'17 MILES SSW OF CAMERON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0932 ***********************************************************************
 FR0932  DESIGNATION -  LAVA
 FR0932  PID         -  FR0932
 FR0932  STATE/COUNTY-  AZ/MOHAVE
 FR0932  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0932
 FR0932                         *CURRENT SURVEY CONTROL
 FR0932  ___________________________________________________________________
 FR0932* NAD 83(1992)-  35 30 04.70044(N)    113 27 51.73391(W)     ADJUSTED  
 FR0932* NAVD 88     -      1468.     (meters)    4816.     (feet)  SCALED    
 FR0932  ___________________________________________________________________
 FR0932  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 FR0932  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FR0932  HORZ ORDER  -  SECOND
 FR0932
 FR0932.The horizontal coordinates were established by classical geodetic methods
 FR0932.and adjusted by the National Geodetic Survey in August 1993.
 FR0932
 FR0932.The orthometric height was scaled from a topographic map.
 FR0932
 FR0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0932
 FR0932.The geoid height was determined by GEOID03.
 FR0932
 FR0932;                    North         East     Units Scale Factor Converg.
 FR0932;SPC AZ W     -   499,240.251   239,272.876   MT  0.99994161   +0 09 57.1
 FR0932;SPC AZ W     - 1,637,927.33    785,016.00   iFT  0.99994161   +0 09 57.1
 FR0932;SPC AZ C     -   500,287.558    72,948.477   MT  1.00014289   -0 53 56.2
 FR0932;SPC AZ C     - 1,641,363.38    239,332.27   iFT  1.00014289   -0 53 56.2
 FR0932;UTM  12      - 3,931,430.779   276,479.590   MT  1.00021573   -1 25 54.1
 FR0932
 FR0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0932!SPC AZ W     -   0.99977375  x   0.99994161  =   0.99971538
 FR0932!SPC AZ C     -   0.99977375  x   1.00014289  =   0.99991661
 FR0932!UTM  12      -   0.99977375  x   1.00021573  =   0.99998944
 FR0932
 FR0932|---------------------------------------------------------------------|
 FR0932| PID    Reference Object                     Distance      Geod. Az  |
 FR0932|                                                           dddmmss.s |
 FR0932| CH2635 LAVA RM 1                             5.044 METERS 10916     |
 FR0932| FR0952 CHEROKEE                            APPROX. 1.6 KM 1792525.4 |
 FR0932| CH2636 LAVA RM 2                            15.665 METERS 21813     |
 FR0932|---------------------------------------------------------------------|
 FR0932
 FR0932                          SUPERSEDED SURVEY CONTROL
 FR0932
 FR0932  NAD 83(1986)-  35 30 04.69433(N)    113 27 51.73572(W) AD(       ) 2
 FR0932  NAD 27      -  35 30 04.72200(N)    113 27 48.96000(W) AD(       ) 2
 FR0932
 FR0932.Superseded values are not recommended for survey control.
 FR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0932.See file dsdata.txt to determine how the superseded data were derived.
 FR0932
 FR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7648031431(NAD 83)
 FR0932_MARKER: DS = TRIANGULATION STATION DISK
 FR0932_SETTING: 80 = SET IN A BOULDER
 FR0932_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FR0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0932+STABILITY: SURFACE MOTION
 FR0932
 FR0932  HISTORY     - Date     Condition        Report By
 FR0932  HISTORY     - 1936     MONUMENTED       CGS
 FR0932  HISTORY     - 1955     GOOD             CGS
 FR0932  HISTORY     - 1968     GOOD             AZHD
 FR0932
 FR0932                          STATION DESCRIPTION
 FR0932
 FR0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0932'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF PEACH
 FR0932'SPRINGS POST OFFICE, 1 MILE SOUTHEAST OF THE ATCHISON, TOPEKA
 FR0932'AND SANTA FE RAILWAY, 1-1/4 MILE NORTH OF TRIANGULATION STATION
 FR0932'CHEROKEE, 150 YARDS WEST OF A TRACK ROAD CROSSING THE HILLS,
 FR0932'200 YARDS NORTH OF A DEEP DRAW.  IT IS ON THE HIGHEST BLACK
 FR0932'LAVA IN THE VICINITY, THE COUNTRY TO THE NORTH BEING LOWER,
 FR0932'THE COUNTRY ABOUT 1 MILE SOUTH BEING VERY MUCH HIGHER.  THE
 FR0932'STATION MARK, SET INTO A DRILL HOLE IN A BOULDER PROJECTS ABOUT 3
 FR0932'INCHES ABOVE THE GROUND.
 FR0932'
 FR0932'REFERENCE MARK NO. 1, SET INTO A DRILL HOLE IN A BOULDER
 FR0932'IS EAST OF THE STATION.
 FR0932'REFERENCE MARK NO. 2, SET INTO A DRILL HOLE IN A BOULDER
 FR0932'IS SOUTHWEST OF THE STATION.
 FR0932'THE AZIMUTH MARK IS TRIANGULATION STATION CHEROKEE, ABOUT
 FR0932'1-1/4 MILES SOUTH OF THE STATION ON THE WEST END OF THE HIGH
 FR0932'MESA.
 FR0932'
 FR0932'THE STATION CAN BE REACHED FROM THE PEACH SPRINGS POST
 FR0932'OFFICE BY DRIVING WESTERLY ON THE OLD HIGHWAY PARALLELING
 FR0932'U.S. HIGHWAY 66 FOR 0.3 MILE TO A ROAD CROSSING THE ATCHISON,
 FR0932'TOPEKA AND SANTA FE RAILWAY, PASS THROUGH THE TWO GATES ON
 FR0932'THE RAILROAD RIGHT-OF-WAY, TURN WESTERLY AND FOLLOW THE DIM
 FR0932'ROAD FOR 2.05 MILES TO THE BLOCK SIGNAL ON THE RAILROAD, NO.
 FR0932'4682, CONTINUE ON THE ROAD WHICH BEARS SOUTHERLY INTO THE
 FR0932'HILLS FOR 0.8 MILE, LEAVE THE ROAD AT THIS POINT AND DRIVE
 FR0932'CROSS COUNTRY IN A WESTERLY DIRECTION FOR ABOUT 150 YARDS
 FR0932'TO THE TOP OF THE HILL AND THE STATION.
 FR0932'
 FR0932'ALL OBJECTS VISIBLE FROM THE GROUND.
 FR0932'
 FR0932'A DRIVE STATION.
 FR0932
 FR0932                          STATION RECOVERY (1955)
 FR0932
 FR0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0932'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FR0932'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FR0932
 FR0932                          STATION RECOVERY (1968)
 FR0932
 FR0932'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0932'GENERAL LOCATION - THE STATION AND REFERENCE MARKS WERE RECOVERED
 FR0932'IN GOOD CONDITION.  A NEW TO REACH DESCRIPTION FOLLOWS.
 FR0932'
 FR0932'TO REACH - FROM THE POST OFFICE, IN PEACH SPRINGS GO EAST
 FR0932'0.10 MILE, TURN RIGHT SOUTH, CROSSING R.R. TRACKS FOR 0.20
 FR0932'MILE.  TURN RIGHT ON BLACK TOP FOR 0.25.  LEAVE PAVEMENT WHERE
 FR0932'IT CURVES LEFT CONTINUING STRAIGHT AHEAD ON TRACK ROAD THRU GATE
 FR0932'STAYING ON TRACK ROAD FOR 2.25 MILE TO BLOCK SIGNAL ON R.R.
 FR0932'4682, CONTINUE FOR 0.50 MILE TO A FORK IN THE ROAD.  TAKE
 FR0932'THE LEFT FORK FOR 0.40 MILE TO A SLIGHT SADDLE.  TURN BACK
 FR0932'LEFT S.E. ALONG RIDGE TOP FOR APPROX. 150 YARDS AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0355 ***********************************************************************
 GQ0355  DESIGNATION -  LAVA
 GQ0355  PID         -  GQ0355
 GQ0355  STATE/COUNTY-  AZ/MOHAVE
 GQ0355  USGS QUAD   -  ANTELOPE KNOLL (1971)
 GQ0355
 GQ0355                         *CURRENT SURVEY CONTROL
 GQ0355  ___________________________________________________________________
 GQ0355* NAD 83(1992)-  36 41 18.84854(N)    113 12 30.20808(W)     ADJUSTED  
 GQ0355* NAVD 88     -      1816.2    (meters)    5959.     (feet)  VERTCON   
 GQ0355  ___________________________________________________________________
 GQ0355  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 GQ0355  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GQ0355  HORZ ORDER  -  SECOND
 GQ0355
 GQ0355.The horizontal coordinates were established by classical geodetic methods
 GQ0355.and adjusted by the National Geodetic Survey in August 1993.
 GQ0355
 GQ0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0355
 GQ0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0355
 GQ0355.The geoid height was determined by GEOID03.
 GQ0355
 GQ0355;                    North         East     Units Scale Factor Converg.
 GQ0355;SPC AZ W     -   631,070.305   261,762.395   MT  0.99996219   +0 19 25.0
 GQ0355;SPC AZ W     - 2,070,440.63    858,800.51   iFT  0.99996219   +0 19 25.0
 GQ0355;UTM  12      - 4,062,597.716   302,693.471   MT  1.00007964   -1 19 11.5
 GQ0355
 GQ0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0355!SPC AZ W     -   0.99971869  x   0.99996219  =   0.99968089
 GQ0355!UTM  12      -   0.99971869  x   1.00007964  =   0.99979831
 GQ0355
 GQ0355|---------------------------------------------------------------------|
 GQ0355| PID    Reference Object                     Distance      Geod. Az  |
 GQ0355|                                                           dddmmss.s |
 GQ0355| CH2638 LAVA RM 1                             8.183 METERS 02350     |
 GQ0355| CH2639 LAVA RM 2                             8.506 METERS 12233     |
 GQ0355| CH2637 LAVA AZ MK                                         2750621.5 |
 GQ0355|---------------------------------------------------------------------|
 GQ0355
 GQ0355                          SUPERSEDED SURVEY CONTROL
 GQ0355
 GQ0355  NAD 83(1986)-  36 41 18.84444(N)    113 12 30.20655(W) AD(       ) 2
 GQ0355  NAD 27      -  36 41 18.90400(N)    113 12 27.40800(W) AD(       ) 2
 GQ0355  NGVD 29 (07/19/86) 1815.3    (m)         5956.     (f) VERT ANG    3  
 GQ0355
 GQ0355.Superseded values are not recommended for survey control.
 GQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0355.See file dsdata.txt to determine how the superseded data were derived.
 GQ0355
 GQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0269362598(NAD 83)
 GQ0355_MARKER: DS = TRIANGULATION STATION DISK
 GQ0355_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0355
 GQ0355  HISTORY     - Date     Condition        Report By
 GQ0355  HISTORY     - 1953     MONUMENTED       CGS
 GQ0355
 GQ0355                          STATION DESCRIPTION
 GQ0355
 GQ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0355'THE STATION IS LOCATED ABOUT 34 MILES, AIR-LINE, SOUTHEAST
 GQ0355'OF ST. GEORGE, UTAH, 25 MILES, AIR-LINE, SOUTH-SOUTHWEST OF
 GQ0355'SHORT CREEK, ARIZONA AND 21 MILES, AIR-LINE, NORTH-NORTHEAST
 GQ0355'OF MT. TRUMBULL, ARIZONA.  IT IS ON THE HIGHEST POINT OF A
 GQ0355'PROMINENT, DARK COLORED BUTTE.
 GQ0355'
 GQ0355'TO REACH FROM THE POST OFFICE IN SHORT CREEK, GO WEST FOR
 GQ0355'0.1 MILE TO A T-INTERSECTION.  TURN LEFT, SOUTH, AND GO 0.2
 GQ0355'MILE TO A T-INTERSECTION.  TURN LEFT, EAST THENCE SOUTH, AND
 GQ0355'FOLLOW THE BLADED ROAD FOR 2.8 MILES TO A T-INTERSECTION.
 GQ0355'TURN RIGHT, WEST, AND GO 1.7 MILES TO A FORK.  TAKE THE LEFT
 GQ0355'FORK AND GO 0.3 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GQ0355'FOLLOW THE MAIN ROAD FOR 7.9 MILES TO A CROSSROAD.  TURN
 GQ0355'RIGHT AND FOLLOW THE ROAD WESTERLY FOR 2.3 MILES TO A GATE
 GQ0355'AND FORK.  TAKE THE RIGHT FORK AND GO 1.1 MILES TO A FORK.
 GQ0355'KEEP STRAIGHT AHEAD AND GO 2.4 MILES TO A FORK.  TAKE THE
 GQ0355'LEFT FORK AND GO 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK
 GQ0355'AND GO 0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 GQ0355'0.45 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE
 GQ0355'MAIN ROAD WEST FOR 1.7 MILES TO A GATE.  PASS THROUGH
 GQ0355'THE GATE AND GO 1.0 MILE TO A CROSSROAD.  TURN LEFT AND
 GQ0355'FOLLOW THE MAIN ROAD SOUTH FOR 1.1 MILES TO A GATE.  PASS
 GQ0355'THROUGH THE GATE AND CONTINUE SOUTH FOR 5.8 MILES TO A
 GQ0355'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 0.8
 GQ0355'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 GQ0355'BELOW.  TURN LEFT AND DRIVE ACROSS COUNTRY IN AN EASTERLY
 GQ0355'DIRECTION FOR 1.5 MILES TO THE NORTH BASE OF THE BUTTE AND
 GQ0355'THE END OF TRUCK TRAVEL.  PACK SOUTH UP THE STEEP SLOPE TO
 GQ0355'THE HIGHEST POINT AND THE STATION.  A 15-MINUTE PACK.
 GQ0355'
 GQ0355'THE STATION MARK, A STANDARD DISK STAMPED LAVA 1952, IS SET
 GQ0355'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 18
 GQ0355'INCHES ABOVE THE GROUND.
 GQ0355'
 GQ0355'REFERENCE MARK 1, A STANDARD DISK STAMPED LAVA NO 1 1952,
 GQ0355'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 14 INCHES
 GQ0355'ABOVE THE GROUND.  IT IS ABOUT 8 INCHES LOWER THAN THE STATION.
 GQ0355'
 GQ0355'REFERENCE MARK 2, A STANDARD DISK STAMPED LAVA NO 2 1952,
 GQ0355'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 GQ0355'ABOVE THE GROUND.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 GQ0355'
 GQ0355'THE AZIMUTH MARK, A STANDARD DISK STAMPED LAVA 1952, IS SET
 GQ0355'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0355'THE GROUND.  IT IS LOCATED 12 FEET WEST OF THE WEST EDGE
 GQ0355'OF THE ROAD AND 2 FEET NORTHEAST OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1286 ***********************************************************************
 DA1286  DESIGNATION -  LAVA
 DA1286  PID         -  DA1286
 DA1286  STATE/COUNTY-  AZ/MARICOPA
 DA1286  USGS QUAD   -  SENTINEL (1986)
 DA1286
 DA1286                         *CURRENT SURVEY CONTROL
 DA1286  ___________________________________________________________________
 DA1286* NAD 83(1992)-  32 46 45.74683(N)    113 08 22.04862(W)     ADJUSTED  
 DA1286* NAVD 88     -       259.4    (meters)     851.     (feet)  VERTCON   
 DA1286  ___________________________________________________________________
 DA1286  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DA1286  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DA1286  HORZ ORDER  -  THIRD
 DA1286
 DA1286.The horizontal coordinates were established by classical geodetic methods
 DA1286.and adjusted by the National Geodetic Survey in August 1993.
 DA1286
 DA1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1286
 DA1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1286
 DA1286.The geoid height was determined by GEOID03.
 DA1286
 DA1286;                    North         East     Units Scale Factor Converg.
 DA1286;SPC AZ C     -   197,947.872    98,810.492   MT  1.00006175   -0 39 43.6
 DA1286;SPC AZ C     -   649,435.28    324,181.40   iFT  1.00006175   -0 39 43.6
 DA1286;UTM  12      - 3,628,854.771   299,625.401   MT  1.00009509   -1 09 31.3
 DA1286
 DA1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1286!SPC AZ C     -   0.99996426  x   1.00006175  =   1.00002601
 DA1286!UTM  12      -   0.99996426  x   1.00009509  =   1.00005935
 DA1286
 DA1286:                Primary Azimuth Mark                     Grid Az
 DA1286:SPC AZ C     -  CINDER                                   084 04 12.9
 DA1286:UTM  12      -  CINDER                                   084 34 00.6
 DA1286
 DA1286|---------------------------------------------------------------------|
 DA1286| PID    Reference Object                     Distance      Geod. Az  |
 DA1286|                                                           dddmmss.s |
 DA1286| DA1271 CINDER                              APPROX.11.5 KM 0832429.3 |
 DA1286|---------------------------------------------------------------------|
 DA1286
 DA1286                          SUPERSEDED SURVEY CONTROL
 DA1286
 DA1286  NAD 83(1986)-  32 46 45.73800(N)    113 08 22.05310(W) AD(       ) 3
 DA1286  NGVD 29 (06/20/88)  258.8    (m)          849.     (f) VERT ANG    3  
 DA1286
 DA1286.Superseded values are not recommended for survey control.
 DA1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1286.See file dsdata.txt to determine how the superseded data were derived.
 DA1286
 DA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9962528855(NAD 83)
 DA1286_MARKER: DS = TRIANGULATION STATION DISK
 DA1286_SETTING: 66 = SET IN ROCK OUTCROP
 DA1286_SP_SET: SET IN BEDROCK
 DA1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1286+STABILITY: POSITION/ELEVATION WELL
 DA1286
 DA1286  HISTORY     - Date     Condition        Report By
 DA1286  HISTORY     - 1948     MONUMENTED       USGS
 DA1286
 DA1286                          STATION DESCRIPTION
 DA1286
 DA1286'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1286'LOCATED ABOUT 9.0 MI N. OF NORTH END OF CRATER RANGE, 7.0 MI SE.
 DA1286'OF SENTINEL.  ON VERY LOW BUT VERY ROUGH AND PROMINENT LAVA ROCK
 DA1286'OUTCROP.
 DA1286'
 DA1286'TO REACH FROM GILA BEND, DRIVE 23.0 MI W. ALONG U.S. HWY. 80 TO
 DA1286'RD. S.  FOLLOW RD. S. 7.2 MI.  TURN W. ACROSS ROCKY BUT DRIVABLE
 DA1286'COUNTRY ABOUT 1.0 MI TOWARD BASE OF BLACK ROCKY OUTCROP.  PACK
 DA1286'ABOUT 250 YARDS TO TOP AND STATION.
 DA1286'
 DA1286'STATION MARK--STANDARD TABLET STAMPED---LAVA 1948---, CEMENTED IN
 DA1286'TOP OF SOLID ROCK.
 DA1286'
 DA1286'RM 1--STANDARD RM TABLET STAMPED---NO 1 1948---, CEMENTED IN SOLID
 DA1286'LARGE ROCK.
 DA1286'
 DA1286'RM 2--STANDARD RM TABLET STAMPED---NO 2 1948---, CEMENTED IN TOP OF
 DA1286'NATURALLY-EMBEDDED ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0339 ***********************************************************************
 GQ0339  DESIGNATION -  LAVA CAIRN
 GQ0339  PID         -  GQ0339
 GQ0339  STATE/COUNTY-  AZ/MOHAVE
 GQ0339  USGS QUAD   -  HEATON KNOLLS (1988)
 GQ0339
 GQ0339                         *CURRENT SURVEY CONTROL
 GQ0339  ___________________________________________________________________
 GQ0339* NAD 83(1992)-  36 32 38.49963(N)    112 55 18.98480(W)     ADJUSTED  
 GQ0339* NAVD 88     -      1785.5    (meters)    5858.     (feet)  VERTCON   
 GQ0339  ___________________________________________________________________
 GQ0339  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GQ0339  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GQ0339  HORZ ORDER  -  THIRD
 GQ0339
 GQ0339.The horizontal coordinates were established by classical geodetic methods
 GQ0339.and adjusted by the National Geodetic Survey in June 1998.
 GQ0339
 GQ0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0339
 GQ0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0339
 GQ0339.The geoid height was determined by GEOID03.
 GQ0339
 GQ0339;                    North         East     Units Scale Factor Converg.
 GQ0339;SPC AZ W     -   615,213.889   287,500.580   MT  1.00000103   +0 29 35.1
 GQ0339;SPC AZ W     - 2,018,418.27    943,243.37   iFT  1.00000103   +0 29 35.1
 GQ0339;UTM  12      - 4,046,010.239   327,968.159   MT  0.99996463   -1 08 40.9
 GQ0339
 GQ0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0339!SPC AZ W     -   0.99972347  x   1.00000103  =   0.99972450
 GQ0339!UTM  12      -   0.99972347  x   0.99996463  =   0.99968811
 GQ0339
 GQ0339:                Primary Azimuth Mark                     Grid Az
 GQ0339:SPC AZ W     -  TUCKUP                                   185 58 41.5
 GQ0339:UTM  12      -  TUCKUP                                   187 36 57.5
 GQ0339
 GQ0339|---------------------------------------------------------------------|
 GQ0339| PID    Reference Object                     Distance      Geod. Az  |
 GQ0339|                                                           dddmmss.s |
 GQ0339| GQ0319 TUCKUP                              APPROX.25.8 KM 1862816.6 |
 GQ0339|---------------------------------------------------------------------|
 GQ0339
 GQ0339                          SUPERSEDED SURVEY CONTROL
 GQ0339
 GQ0339  NAD 83(1992)-  36 32 38.49963(N)    112 55 18.98480(W) AD(       ) 4
 GQ0339  NAD 83(1986)-  36 32 38.49120(N)    112 55 18.97896(W) AD(       ) 4
 GQ0339  NAD 27      -  36 32 38.55000(N)    112 55 16.24800(W) AD(       ) 3
 GQ0339  NGVD 29 (05/08/89) 1784.6    (m)         5855.     (f) VERT ANG    3  
 GQ0339
 GQ0339.Superseded values are not recommended for survey control.
 GQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0339.See file dsdata.txt to determine how the superseded data were derived.
 GQ0339
 GQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2796846010(NAD 83)
 GQ0339_MARKER: DS = TRIANGULATION STATION DISK
 GQ0339_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0339_SP_SET: SET IN ROCK OUTCROP
 GQ0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0339+STABILITY: POSITION/ELEVATION WELL
 GQ0339
 GQ0339  HISTORY     - Date     Condition        Report By
 GQ0339  HISTORY     - 1933     MONUMENTED       USGS
 GQ0339  HISTORY     - 1953     GOOD             USGS
 GQ0339
 GQ0339                          STATION DESCRIPTION
 GQ0339
 GQ0339'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0339'LOCATED IN T36N R6W NE QUARTER SEC 10 GILA SALT RIVER MERIDIAN,
 GQ0339'ON SUMMIT OF HEATON KNOLLS, LOW RANGE OF LAVA KNOLLS EXTENDING N.
 GQ0339'AND S. (SOMETIMES CALLED BLACK KNOLLS).
 GQ0339'
 GQ0339'TO REACH FROM FREDONIA-HURRICANE RD., GO 8.5 MI W. TO T-RD. SW.
 GQ0339'GO 20 MI S. AND SW. ON RD. WHICH LEADS TO HEATON KNOLLS, TOROWEAP
 GQ0339'AND KANAB POINT (RD. TURNS W. THROUGH GAP).  GO 9.7 MI S. AND SW.
 GQ0339'PASSING RESERVOIR IN HEAD OF HACKS CANYON TO T-RD. INTERSECTION.
 GQ0339'TAKE SW. FORK (TOROWEAP RD.) 4 MI TO E. OF SOUTH HEATON KNOLL ON
 GQ0339'WHICH STATION IS PLAINLY VISIBLE.  GO AROUND SOUTH END OF KNOLLS
 GQ0339'ON RD.  CAR CAN BE DRIVEN UP ONTO GAP BETWEEN SOUTH AND MIDDLE
 GQ0339'KNOLLS FROM WEST SIDE.
 GQ0339'
 GQ0339'STATION MARK--STANDARD BRONZE TABLET STAMPED---LAVA 1933---,
 GQ0339'CEMENTED IN BLACK LAVA OUTCROP.
 GQ0339'
 GQ0339'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN BLACK LAVA
 GQ0339'OUTCROP.
 GQ0339'
 GQ0339'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN BLACK LAVA
 GQ0339'OUTCROP.
 GQ0339
 GQ0339                          STATION RECOVERY (1953)
 GQ0339
 GQ0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0339'THE STATION IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION WHICH
 GQ0339'CONSISTS OF A LARGE CAIRN APPROXIMATELY 6 FEET IN DIAMETER
 GQ0339'AT THE BASE AND ABOUT 8 FEET HIGH WITH A POLE PROTRUDING AN
 GQ0339'ADDITIONAL 8 FEET ABOVE THE TOP OF THE CAIRN.  THE STATION
 GQ0339'IS REFERENCED BY 2 U.S. GEOLOGICAL SURVEY REFERENCE DISKS
 GQ0339'STAMPED 1 AND 2 WHICH WERE RECOVERED AND FOUND TO BE IN
 GQ0339'GOOD CONDITION.  THE STATION IS LOCATED ABOUT 41 MILES
 GQ0339'WEST-SOUTHWEST OF JACOB LAKE, ABOUT 35 MILES SOUTHWEST OF
 GQ0339'FREDONIA, ABOUT 29 MILES SOUTH OF SHORT CREEK, AND ABOUT 1-1/2
 GQ0339'MILES WEST OF THE BLADED ROAD LEADING SOUTH TO THE GRAND
 GQ0339'CANYON NATIONAL MONUMENT.  THE STATION IS NEAR THE HIGHEST
 GQ0339'POINT OF A BARE HILL WHICH IS THE SOUTHERNMOST ONE OF A
 GQ0339'GROUP OF FOUR HILLS.
 GQ0339'
 GQ0339'THE STATION CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 89
 GQ0339'AND THE GRAVEL ROAD LEADING WEST TOWARD PIPI SPRINGS IN FREDONIA
 GQ0339'BY DRIVING WEST ON THE GRAVEL ROAD FOR 8.2 MILES TO A FORK OR
 GQ0339'ROAD LEFT JUST BEFORE REACHING ANOTHER PROMINENT FORK.  TURN
 GQ0339'LEFT (SOUTH) AND FOLLOW THE MAIN TRAVELED ROAD TOWARD THE GRAND
 GQ0339'CANYON NATIONAL MONUMENT FOR 25.9 MILES TO A WIRE GATE.  PASS
 GQ0339'THROUGH GATE AND CONTINUE FOR 1.5 MILES TO ANOTHER WIRE GATE.
 GQ0339'PASS THROUGH THE GATE, TAKE THE RIGHT FORK, AND GO 2.55 MILES
 GQ0339'TO A DIM REVERSE Y-FORK ON THE RIGHT.  TURN SHARP RIGHT
 GQ0339'(NORTHERLY) AND FOLLOW THE DIM TRACK ROAD FOR 0.5 MILE.  TURN LEFT
 GQ0339'ALONG A COW TRAIL AND DIM TRACKS AND CONTINUE FOR 0.25 MILE
 GQ0339'TO A WASH.  CROSS WASH AND CONTINUE UP SLOPE FOR 0.3 MILE
 GQ0339'TO THE TOP OF MESA.  CONTINUE WEST-SOUTHWEST FOR 0.6 MILE TO
 GQ0339'THE BASE OF HILL.  A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN
 GQ0339'TO THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1974 ***********************************************************************
 CZ1974  DESIGNATION -  LAVA KNOLL
 CZ1974  PID         -  CZ1974
 CZ1974  STATE/COUNTY-  AZ/PIMA
 CZ1974  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ1974
 CZ1974                         *CURRENT SURVEY CONTROL
 CZ1974  ___________________________________________________________________
 CZ1974* NAD 83(2007)-  32 01 50.63795(N)    111 01 00.75634(W)     ADJUSTED  
 CZ1974* NAVD 88     -       894.4    (meters)    2934.     (feet)  GPS OBS   
 CZ1974  ___________________________________________________________________
 CZ1974  EPOCH DATE  -        2007.00
 CZ1974  X           -  -1,941,328.667 (meters)                     COMP
 CZ1974  Y           -  -5,052,884.961 (meters)                     COMP
 CZ1974  Z           -   3,363,779.657 (meters)                     COMP
 CZ1974  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CZ1974  ELLIP HEIGHT-         864.811 (meters)          (02/10/07) ADJUSTED
 CZ1974  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ1974
 CZ1974  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1974  Type    PID    Designation                      North   East  Ellip
 CZ1974  -------------------------------------------------------------------
 CZ1974  NETWORK CZ1974 LAVA KNOLL                        1.18   0.84   1.57
 CZ1974  -------------------------------------------------------------------
 CZ1974
 CZ1974.The horizontal coordinates were established by GPS observations
 CZ1974.and adjusted by the National Geodetic Survey in February 2007.
 CZ1974
 CZ1974.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1974.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1974.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1974.The epoch date for horizontal control is a decimal equivalence
 CZ1974.of Year/Month/Day.
 CZ1974
 CZ1974.The orthometric height was determined by GPS observations and a
 CZ1974.high-resolution geoid model.
 CZ1974
 CZ1974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1974
 CZ1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1974
 CZ1974.The ellipsoidal height was determined by GPS observations
 CZ1974.and is referenced to NAD 83.
 CZ1974
 CZ1974.The geoid height was determined by GEOID03.
 CZ1974
 CZ1974;                    North         East     Units Scale Factor Converg.
 CZ1974;SPC AZ C     -   114,628.508   298,348.643   MT  0.99998905   +0 28 38.1
 CZ1974;SPC AZ C     -   376,077.78    978,834.13   iFT  0.99998905   +0 28 38.1
 CZ1974;UTM  12      - 3,543,842.321   498,406.432   MT  0.99960003   -0 00 32.2
 CZ1974
 CZ1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1974!SPC AZ C     -   0.99986423  x   0.99998905  =   0.99985328
 CZ1974!UTM  12      -   0.99986423  x   0.99960003  =   0.99946431
 CZ1974
 CZ1974|---------------------------------------------------------------------|
 CZ1974| PID    Reference Object                     Distance      Geod. Az  |
 CZ1974|                                                           dddmmss.s |
 CZ1974| CH5838 LAVA KNOLL RM 2                      14.811 METERS 06702     |
 CZ1974| CZ0174 PA 4                                APPROX. 3.9 KM 1470256.2 |
 CZ1974| CH5837 LAVA KNOLL RM 1                       9.397 METERS 32648     |
 CZ1974|---------------------------------------------------------------------|
 CZ1974
 CZ1974                          SUPERSEDED SURVEY CONTROL
 CZ1974
 CZ1974  ELLIP H (06/11/02)  864.842  (m)                       GP(       ) 4 2
 CZ1974  NAD 83(1992)-  32 01 50.63770(N)    111 01 00.75425(W) AD(       ) 1
 CZ1974  ELLIP H (08/23/93)  864.936  (m)                       GP(       ) 4 2
 CZ1974  NAD 83(1986)-  32 01 50.63315(N)    111 01 00.75355(W) AD(       ) 1
 CZ1974  NAD 27      -  32 01 50.34600(N)    111 00 58.41900(W) AD(       ) 1
 CZ1974  NGVD 29 (07/19/86)  893.0    (m)         2930.     (f) VERT ANG    3  
 CZ1974
 CZ1974.Superseded values are not recommended for survey control.
 CZ1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1974.See file dsdata.txt to determine how the superseded data were derived.
 CZ1974
 CZ1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9840643842(NAD 83)
 CZ1974_MARKER: DS = TRIANGULATION STATION DISK
 CZ1974_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1974_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1974_STAMPING: LAVA KNOLL 1935
 CZ1974_MARK LOGO: CGS   
 CZ1974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1974+STABILITY: POSITION/ELEVATION WELL
 CZ1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1974+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1991
 CZ1974
 CZ1974  HISTORY     - Date     Condition        Report By
 CZ1974  HISTORY     - 1935     MONUMENTED       CGS
 CZ1974  HISTORY     - 1935     GOOD             CGS
 CZ1974  HISTORY     - 1960     GOOD             CGS
 CZ1974  HISTORY     - 19910114 GOOD             PIMACO
 CZ1974
 CZ1974                          STATION DESCRIPTION
 CZ1974
 CZ1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1974'ABOUT 15 MILES, AIR LINE, SOUTH AND A LITTLE WEST OF TUCSON.
 CZ1974'TO REACH FROM TUCSON, GO WEST ON AJO ROAD TO AJO JUNCTION,
 CZ1974'THEN SOUTH 5.0 MILES TO END OF PAVEMENT CONTINUE SOUTH 0.7
 CZ1974'MILE, TAKE LEFT FORK, PASS TWO MORE LEFT FORKS, AND TAKE THIRD
 CZ1974'LEFT FORK (ALL WITHIN 200 FEET).  GO 0.5 MILE TO INCLINE
 CZ1974'LEFT AROUND, FENCE CORNER, GO BETWEEN INDIAN DWELLINGS FOR
 CZ1974'0.2 MILE, KEEP LEFT OR STRAIGHT OPPOSITE SECOND OF DWELLINGS,
 CZ1974'GO 0.4 MILE, AND INCLINE RIGHT IMMEDIATELY AFTER CROSSING
 CZ1974'SHALLOW DIP.  GO 1.2 MILES, TAKE RIGHT FORK, GO 0.4 MILE TO
 CZ1974'FENCE CORNER, TAKE RIGHT FORK, GO 1.7 MILES, KEEP STRAIGHT
 CZ1974'AHEAD AND GO 0.6 MILE TO FOOT OF KNOLL AND END OF TRUCK TRAVEL.
 CZ1974'FROM HERE CLIMB WESTERLY TO TOP OF HILL AND STATION.  MARKED
 CZ1974'BY A STANDARD BRONZE DISK.
 CZ1974'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ1974'IS 9.487 METERS (31.13 FEET) FROM STATION.
 CZ1974'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1974'REFERENCE DISK IS 14.891 METERS (48.85 FEET)
 CZ1974'FROM STATION.
 CZ1974
 CZ1974                          STATION RECOVERY (1935)
 CZ1974
 CZ1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CZ1974'RECOVERED IN GOOD CONDITION.
 CZ1974
 CZ1974                          STATION RECOVERY (1960)
 CZ1974
 CZ1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1974'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CZ1974'
 CZ1974'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CZ1974'
 CZ1974'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, BUT PROMINENT,
 CZ1974'LAVA HILL, ABOUT 15 MILES SOUTH OF TUCSON AND 6-3/4 MILES
 CZ1974'NORTHWEST OF SAHAURITA.
 CZ1974'
 CZ1974'REACHED FROM SAHAURITA BY GOING NORTH ON U.S. HIGHWAY 89 FOR
 CZ1974'3.0 MILES TO A SIDE ROAD LEFT, TURN LEFT, WEST, AS PER SIGN
 CZ1974'PIMA MINE ROAD, FOR 7.8 MILES TO INTERSECTION WITH TWIN BUTTES
 CZ1974'ROAD, TURN RIGHT, NORTHEASTERLY, FOR 2.4 MILES TO A SIDE
 CZ1974'ROAD RIGHT, TURN RIGHT, EASTERLY, AND FOLLOW BLADED ROAD FOR
 CZ1974'3.2 MILES TO BASE OF HILL AND END OF TRUCK TRAVEL.  FROM
 CZ1974'HERE PACK EAST TO HIGHEST POINT OF HILL AND STATION.
 CZ1974'
 CZ1974'STATION MARK IS A STANDARD DISK, STAMPED LAVA KNOLL 1935,
 CZ1974'CEMENTED IN A DRILL HOLE IN A BOULDER.
 CZ1974'
 CZ1974'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS, STAMPED LAVA KNOLL
 CZ1974'NOS 1 AND 2 RESPECTIVELY, AND CEMENTED IN DRILL HOLES IN
 CZ1974'BOULDERS.
 CZ1974
 CZ1974                          STATION RECOVERY (1991)
 CZ1974
 CZ1974'RECOVERY NOTE BY PIMA CO DOT AND FCD 1991
 CZ1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5910 ***********************************************************************
 DJ5910  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5910  DESIGNATION -  LBUCK 127
 DJ5910  PID         -  DJ5910
 DJ5910  STATE/COUNTY-  AZ/MARICOPA
 DJ5910  USGS QUAD   -  TOLLESON (1982)
 DJ5910
 DJ5910                         *CURRENT SURVEY CONTROL
 DJ5910  ___________________________________________________________________
 DJ5910* NAD 83(2007)-  33 25 13.45450(N)    112 19 57.19782(W)     ADJUSTED  
 DJ5910* NAVD 88     -       291.81   (meters)     957.4    (feet)  GPS OBS   
 DJ5910  ___________________________________________________________________
 DJ5910  EPOCH DATE  -        2007.00
 DJ5910  X           -  -2,024,981.999 (meters)                     COMP
 DJ5910  Y           -  -4,929,436.509 (meters)                     COMP
 DJ5910  Z           -   3,493,113.210 (meters)                     COMP
 DJ5910  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DJ5910  ELLIP HEIGHT-         261.479 (meters)          (03/21/07) ADJUSTED
 DJ5910  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DJ5910  HORZ ORDER  -  FIRST
 DJ5910  ELLP ORDER  -  FOURTH    CLASS I
 DJ5910
 DJ5910.The horizontal coordinates were established by GPS observations
 DJ5910.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5910
 DJ5910.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5910.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5910.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5910.The epoch date for horizontal control is a decimal equivalence
 DJ5910.of Year/Month/Day.
 DJ5910
 DJ5910.The orthometric height was determined by GPS observations and a
 DJ5910.high-resolution geoid model.
 DJ5910.The orthometric height was determined by GPS observations and a
 DJ5910.high-resolution geoid model using precise GPS observation and
 DJ5910.processing techniques.
 DJ5910
 DJ5910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5910
 DJ5910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5910
 DJ5910.The ellipsoidal height was determined by GPS observations
 DJ5910.and is referenced to NAD 83.
 DJ5910
 DJ5910.The geoid height was determined by GEOID03.
 DJ5910
 DJ5910;                    North         East     Units Scale Factor Converg.
 DJ5910;SPC AZ C     -   268,450.450   174,683.005   MT  0.99991844   -0 13 44.6
 DJ5910;SPC AZ C     -   880,742.95    573,106.97   iFT  0.99991844   -0 13 44.6
 DJ5910;UTM  12      - 3,698,688.149   376,107.545   MT  0.99978924   -0 44 02.5
 DJ5910
 DJ5910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5910!SPC AZ C     -   0.99995895  x   0.99991844  =   0.99987739
 DJ5910!UTM  12      -   0.99995895  x   0.99978924  =   0.99974820
 DJ5910
 DJ5910:                Primary Azimuth Mark                     Grid Az
 DJ5910:SPC AZ C     -  VERMEERSCH                               177 31 22.2
 DJ5910:UTM  12      -  VERMEERSCH                               178 01 40.1
 DJ5910
 DJ5910|---------------------------------------------------------------------|
 DJ5910| PID    Reference Object                     Distance      Geod. Az  |
 DJ5910|                                                           dddmmss.s |
 DJ5910| DJ5913 VERMEERSCH                          APPROX. 0.6 KM 1771737.6 |
 DJ5910|---------------------------------------------------------------------|
 DJ5910
 DJ5910                          SUPERSEDED SURVEY CONTROL
 DJ5910
 DJ5910.No superseded survey control is available for this station.
 DJ5910
 DJ5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7610898688(NAD 83)
 DJ5910_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5910_STAMPING: LBUCK 127 2006
 DJ5910_MARK LOGO: NGS   
 DJ5910_PROJECTION: FLUSH
 DJ5910_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5910+STABILITY: SURFACE MOTION
 DJ5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5910+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5910
 DJ5910  HISTORY     - Date     Condition        Report By
 DJ5910  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5910
 DJ5910                          STATION DESCRIPTION
 DJ5910
 DJ5910'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5910'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5910'SOUTH ON LITCHFIELD ROAD 4.17KM TO LOWER BUCKEYE ROAD. TRAVEL EAST ON
 DJ5910'LOWER BUCKEYE ROAD 2.38KM TO 127TH AVENUE.  MARK IS A NGS HORIZONTAL
 DJ5910'CONTROL DISK, STAMPED LBUCK 127 2006, IN A CONCRETE POST, LEVEL WITH
 DJ5910'GROUND.  STATION IS 25M SOUTH OF THE CENTERLINE OF LOWER BUCKEYE ROAD,
 DJ5910'32M WEST OF THE CENTERLINE OF 127TH AVENUE, 18.5M SOUTHEAST OF A FLOOD
 DJ5910'CONTROL GATE AND GUARDRAIL AND 1.5M NORTH OF CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0286 ***********************************************************************
 GQ0286  DESIGNATION -  LE FEVER
 GQ0286  PID         -  GQ0286
 GQ0286  STATE/COUNTY-  AZ/COCONINO
 GQ0286  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0286
 GQ0286                         *CURRENT SURVEY CONTROL
 GQ0286  ___________________________________________________________________
 GQ0286* NAD 83(1992)-  36 49 26.40496(N)    112 16 17.64605(W)     ADJUSTED  
 GQ0286* NAVD 88     -      2043.3    (meters)    6704.     (feet)  VERTCON   
 GQ0286  ___________________________________________________________________
 GQ0286  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 GQ0286  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 GQ0286  HORZ ORDER  -  SECOND
 GQ0286
 GQ0286.The horizontal coordinates were established by classical geodetic methods
 GQ0286.and adjusted by the National Geodetic Survey in August 1993.
 GQ0286
 GQ0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0286
 GQ0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0286
 GQ0286.The geoid height was determined by GEOID03.
 GQ0286
 GQ0286;                    North         East     Units Scale Factor Converg.
 GQ0286;SPC AZ C     -   645,999.199   181,700.056   MT  0.99991234   -0 12 45.8
 GQ0286;SPC AZ C     - 2,119,419.94    596,128.79   iFT  0.99991234   -0 12 45.8
 GQ0286;UTM  12      - 4,076,102.847   386,597.973   MT  0.99975843   -0 45 43.9
 GQ0286
 GQ0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0286!SPC AZ C     -   0.99968287  x   0.99991234  =   0.99959524
 GQ0286!UTM  12      -   0.99968287  x   0.99975843  =   0.99944138
 GQ0286
 GQ0286|---------------------------------------------------------------------|
 GQ0286| PID    Reference Object                     Distance      Geod. Az  |
 GQ0286|                                                           dddmmss.s |
 GQ0286| CH2643 LE FEVER RM 1                         3.333 METERS 20043     |
 GQ0286| CH2644 LE FEVER RM 2                         7.225 METERS 31409     |
 GQ0286| GQ0036 C 52                                               3341924.4 |
 GQ0286|---------------------------------------------------------------------|
 GQ0286
 GQ0286                          SUPERSEDED SURVEY CONTROL
 GQ0286
 GQ0286  NAD 83(1986)-  36 49 26.39978(N)    112 16 17.63587(W) AD(       ) 2
 GQ0286  NAD 27      -  36 49 26.42300(N)    112 16 14.98400(W) AD(       ) 2
 GQ0286  NGVD 29 (07/19/86) 2042.2    (m)         6700.     (f) VERT ANG    3  
 GQ0286
 GQ0286.Superseded values are not recommended for survey control.
 GQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0286.See file dsdata.txt to determine how the superseded data were derived.
 GQ0286
 GQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8659876103(NAD 83)
 GQ0286_MARKER: DS = TRIANGULATION STATION DISK
 GQ0286_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0286_SP_SET: SET IN BEDROCK
 GQ0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0286+STABILITY: POSITION/ELEVATION WELL
 GQ0286
 GQ0286  HISTORY     - Date     Condition        Report By
 GQ0286  HISTORY     - 1933     MONUMENTED       USGS
 GQ0286  HISTORY     - 1953     GOOD             CGS
 GQ0286  HISTORY     - 1972     GOOD             AZHD
 GQ0286
 GQ0286                          STATION DESCRIPTION
 GQ0286
 GQ0286'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0286'LOCATED 18.5 MI BY RD. SE. OF FREDONIA, 2 MI SE. OF JCT. OF RYAN
 GQ0286'RD. AND HWY. 89, 1.25 MI E. OF RYAN RD., 0.75 MI W. OF HWY. 89.
 GQ0286'ON OPEN SPUR RIDGE ON WEST SLOPE OF LE FEVER RIDGE PROPER, 441
 GQ0286'FT. W. OF 1/4 COR BETWEEN SECS 34 AND 35, T40N R1E, ON SLIGHT
 GQ0286'KNOLL ON RIDGE ABOVE ROUGH LIMESTONE LEDGE.
 GQ0286'
 GQ0286'TO REACH FROM FREDONIA, FOLLOW U.S. HWY. 89 SE. TO FORKS OF RD.
 GQ0286'TO RYAN RANGER STATION.  FOLLOW RYAN RD. 1.1 MI S. TO DIM FORK
 GQ0286'SE.  FOLLOW DIM RD. TO MOUTH OF PROMINENT CANYON.  TURN E. OFF RD.
 GQ0286'AND FOLLOW LOW RIDGE E. TO FOOT OF MAIN RIDGE.  GO ABOUT 0.5 MI UP
 GQ0286'RIDGE ON NORTH SIDE OF CANYON TO STATION.
 GQ0286'
 GQ0286'STATION MARK--STANDARD TABLET STAMPED---LE FEVER 1933---, CEMENTED
 GQ0286'IN SOLID LIMESTONE 6 INCHES BELOW GROUND.
 GQ0286'
 GQ0286'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0286'LIMESTONE LEDGE.
 GQ0286'
 GQ0286'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0286'LIMESTONE LEDGE.
 GQ0286
 GQ0286                          STATION RECOVERY (1953)
 GQ0286
 GQ0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0286'THE STATION IS ABOUT 17 MILES SOUTHEAST OF FREDONIA, 8 MILES
 GQ0286'NORTH-NORTHWEST OF JACOB LAKE AND 1-1/2 MILES SOUTH-SOUTHEAST
 GQ0286'OF U.S. HIGHWAY 89 AT THE JUNCTION WITH THE ROAD LEADING SOUTH TO
 GQ0286'RYAN.  IT IS AT THE WEST EDGE OF THE KAIBAB PLATEAU AND ON THE
 GQ0286'SUMMIT OF A LOW RIDGE THAT EXTENDS WESTERLY FROM THE MAIN
 GQ0286'PART OF LE FEVER RIDGE.
 GQ0286'
 GQ0286'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION STATION
 GQ0286'IN FREDONIA GO SOUTHEAST ON U.S. HIGHWAY 89 FOR 15.1 MILES TO
 GQ0286'HIGHWAY MILE POST 594 ON THE LEFT AND THE ROAD LEADING TO RYAN
 GQ0286'AND BIG SPRINGS ON THE RIGHT.  BENCH MARK C 52 (AZIMUTH MARK)
 GQ0286'IS IN THE TRIANGLE FORMED BY THE ROAD JUNCTION.  TURN RIGHT,
 GQ0286'SOUTH, AND FOLLOW THE GRADED ROAD FOR 1.1 MILES TO A TRACK
 GQ0286'ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD
 GQ0286'SOUTHEAST FOR 0.2 MILE TO THE NORTHWEST CORNER OF A FENCE.
 GQ0286'CONTINUE EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.2
 GQ0286'MILE TO ITS NORTHEAST CORNER.  BEAR LEFT AND GO NORTHEAST
 GQ0286'AND NORTH, ACROSS COUNTRY, FOR 0.25 MILE TO THE BASE OF
 GQ0286'THE MAIN RIDGE.  THENCE BEAR RIGHT, EAST, ONTO THE CREST OF
 GQ0286'THE RIDGE AND FOLLOW IT SOUTHEAST FOR 1.0 MILE TO ITS
 GQ0286'SUMMIT AND THE STATION.
 GQ0286'
 GQ0286'THE STATION MARK IS STAMPED LE FEVER 1933.  IT IS A STANDARD
 GQ0286'U.S. GEOLOGICAL SURVEY DISK SET IN BEDROCK 4 INCHES BELOW THE
 GQ0286'SURFACE OF THE GROUND.  IT IS 9 FEET WEST OF A WHITE WITNESS
 GQ0286'POST.
 GQ0286'
 GQ0286'REFERENCE MARK 1 IS STAMPED NO. 1.  IT IS A STANDARD U.S.
 GQ0286'GEOLOGICAL SURVEY REFERENCE DISK SET IN A 6-INCH LEDGE.  IT IS
 GQ0286'1 FOOT LOWER THAN THE STATION MARK.
 GQ0286'
 GQ0286'REFERENCE MARK 2 IS STAMPED NO. 2.  IT IS A STANDARD U.S. GEOLOGICAL
 GQ0286'SURVEY REFERENCE DISK SET IN A 6-INCH LEDGE.  IT IS 2 FEET
 GQ0286'LOWER THAN THE STATION MARK.
 GQ0286'
 GQ0286'THE BENCH MARK (AZIMUTH MARK) IS STAMPED C 52 1934.  IT IS
 GQ0286'A STANDARD USC AND GS BENCH MARK DISK SET IN A 9-INCH SQUARE
 GQ0286'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 GQ0286'18 INCHES EAST OF A WHITE WITNESS POST.
 GQ0286
 GQ0286                          STATION RECOVERY (1972)
 GQ0286
 GQ0286'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0286'GENERAL LOCATION ABOUT 17 MILES SE OF FREDONIA AND 8
 GQ0286'MILES NNW OF JACOB LAKE AND 1-1/2 MILES SSE OF U.S. HWY. 89
 GQ0286'
 GQ0286'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0286'
 GQ0286'STATION MARK STD USGS BC SET IN BEDROCK 4 INCHES BELOW
 GQ0286'SURFACE STAMPED LE FEVER 1933
 GQ0286'
 GQ0286'REFERENCE MARKS STD USGS BCS SET IN LEDGE STAMPED NO. 1
 GQ0286'AND NO. 2 RESPECTIVELY
 GQ0286'
 GQ0286'AZIMUTH MARK STD USC AND GS BC SET IN CONC POST STAMPED
 GQ0286'C 52 1934 A BENCH MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0405 ***********************************************************************
 GQ0405  DESIGNATION -  LEAP
 GQ0405  PID         -  GQ0405
 GQ0405  STATE/COUNTY-  AZ/MOHAVE
 GQ0405  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0405
 GQ0405                         *CURRENT SURVEY CONTROL
 GQ0405  ___________________________________________________________________
 GQ0405* NAD 83(1992)-  36 58 21.65290(N)    113 42 43.62158(W)     ADJUSTED  
 GQ0405* NAVD 88     -       805.5    (meters)    2643.     (feet)  VERTCON   
 GQ0405  ___________________________________________________________________
 GQ0405  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 GQ0405  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 GQ0405  HORZ ORDER  -  SECOND
 GQ0405
 GQ0405.The horizontal coordinates were established by classical geodetic methods
 GQ0405.and adjusted by the National Geodetic Survey in November 1997.
 GQ0405
 GQ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0405
 GQ0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0405
 GQ0405.The geoid height was determined by GEOID03.
 GQ0405
 GQ0405;                    North         East     Units Scale Factor Converg.
 GQ0405;SPC AZ W     -   662,461.404   216,733.001   MT  0.99993347   +0 01 22.0
 GQ0405;SPC AZ W     - 2,173,429.80    711,066.28   iFT  0.99993347   +0 01 22.0
 GQ0405;SPC UT S     - 3,036,292.647   303,033.704   MT  1.00005078   -1 21 19.2
 GQ0405;UTM  12      - 4,095,279.883   258,575.025   MT  1.00031809   -1 37 55.0
 GQ0405
 GQ0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0405!SPC AZ W     -   0.99987749  x   0.99993347  =   0.99981097
 GQ0405!SPC UT S     -   0.99987749  x   1.00005078  =   0.99992826
 GQ0405!UTM  12      -   0.99987749  x   1.00031809  =   1.00019554
 GQ0405
 GQ0405:                Primary Azimuth Mark                     Grid Az
 GQ0405:SPC AZ W     -  LEAP AZ MK                               052 22 25.8
 GQ0405:SPC UT S     -  LEAP AZ MK                               053 45 07.0
 GQ0405:UTM  12      -  LEAP AZ MK                               054 01 42.8
 GQ0405
 GQ0405|---------------------------------------------------------------------|
 GQ0405| PID    Reference Object                     Distance      Geod. Az  |
 GQ0405|                                                           dddmmss.s |
 GQ0405| CH2645 LEAP AZ MK                                         0522347.8 |
 GQ0405| CH2646 LEAP RM 1                             7.044 METERS 10047     |
 GQ0405| CH2647 LEAP RM 2                             6.021 METERS 21412     |
 GQ0405|---------------------------------------------------------------------|
 GQ0405
 GQ0405                          SUPERSEDED SURVEY CONTROL
 GQ0405
 GQ0405  NAD 83(1992)-  36 58 21.65132(N)    113 42 43.62300(W) AD(       ) 2
 GQ0405  NAD 83(1986)-  36 58 21.64894(N)    113 42 43.62096(W) AD(       ) 2
 GQ0405  NAD 27      -  36 58 21.71960(N)    113 42 40.76110(W) AD(       ) 2
 GQ0405  NGVD 29 (07/19/86)  804.7    (m)         2640.     (f) VERT ANG    3  
 GQ0405
 GQ0405.Superseded values are not recommended for survey control.
 GQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0405.See file dsdata.txt to determine how the superseded data were derived.
 GQ0405
 GQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5857595280(NAD 83)
 GQ0405_MARKER: DS = TRIANGULATION STATION DISK
 GQ0405_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0405
 GQ0405  HISTORY     - Date     Condition        Report By
 GQ0405  HISTORY     - 1962     MONUMENTED       CGS
 GQ0405
 GQ0405                          STATION DESCRIPTION
 GQ0405
 GQ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0405'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF ST. GEORGE,
 GQ0405'UTAH, ABOUT 2 MILES SOUTH OF THE ARIZONA-UTAH STATE LINE,
 GQ0405'ABOUT 1 MILE EAST OF THE VIRGIN RIVER, ABOUT 0.1 MILE WEST
 GQ0405'OF PURGATORY CANYON AND 0.1 MILE SOUTH OF BLACK ROCK CANYON.
 GQ0405'
 GQ0405'TO REACH FROM THE POST OFFICE IN ST. GEORGE, GO WEST FOR 1
 GQ0405'BLOCK TO MAIN STREET, TURN LEFT AND GO SOUTH ON BLACK TOP ROAD
 GQ0405'FOR 1.75 MILES TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 GQ0405'ON UNCOMPLETED HIGHWAY FOR 2.0 MILES TO A CROSSROAD, CONTINUE
 GQ0405'AHEAD FOR 4.7 MILES UTAH-ARIZONA STATE LINE, FROM HERE CONTINUE
 GQ0405'SOUTH FOR ABOUT 0.1 MILE ON A TRACK ROAD TO ANOTHER TRACK
 GQ0405'ROAD, KEEP LEFT AND GO SOUTH FOLLOWING MAIN TRACK ROAD FOR
 GQ0405'1.3 MILES TO A 6 WAY INTERSECTION, TAKE THE SECOND ROAD
 GQ0405'RIGHT AND GO WEST FOR 0.3 MILE TO A GATE, CONTINUE WESTERLY
 GQ0405'FOR 0.85 MILE TO FORK, KEEP RIGHT FORK THAT GOES INTO BLACK
 GQ0405'ROCK CANYON AND GO WESTERLY IN CANYON FOR 1.35 MILES TO A
 GQ0405'FORK, (AZIMUTH MARK IS IN SOUTHEAST ANGLE OF FORK), TURN
 GQ0405'LEFT AND GO SOUTH IN PURGATORY CANYON FOR 0.1 MILE TO END
 GQ0405'OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY UP HILL TO
 GQ0405'SECOND BENCH AND STATION AS DESCRIBED.
 GQ0405'
 GQ0405'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 GQ0405'IN OUTCROPPING BEDROCK IS STAMPED LEAP 1962.  THE MARK IS
 GQ0405'13 FEET WEST OF A SMALL CAIRN AND 14 FEET SOUTH OF EDGE
 GQ0405'OF CLIFF.
 GQ0405'
 GQ0405'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 GQ0405'HOLE IN OUTCROPPING BEDROCK IS STAMPED LEAP NO 1 1962.  THE
 GQ0405'MARK IS 11 FEET EAST OF THE SMALL CAIRN AND 22 FEET SOUTH OF
 GQ0405'EDGE OF CLIFF.
 GQ0405'
 GQ0405'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 GQ0405'HOLE IN OUTCROPPING BEDROCK IS STAMPED LEAP NO 2 1962.  THE
 GQ0405'MARK IS 19 FEET EAST OF EDGE OF CLIFF AND 25 FEET SOUTHWEST
 GQ0405'OF SMALL CAIRN.
 GQ0405'
 GQ0405'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK SET IN A DRILL
 GQ0405'HOLE IN OUTCROPPING BEDROCK IS STAMPED LEAP 1962.  THE MARK
 GQ0405'IS IN THE SOUTHEAST ANGLE OF BLACK ROCK CANYON AND PURGATORY
 GQ0405'CANYON AND IS ABOUT 50 FEET HIGHER THAN THE ROAD.
 GQ0405'
 GQ0405'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0380 ***********************************************************************
 CF0380  DESIGNATION -  LEASE
 CF0380  PID         -  CF0380
 CF0380  STATE/COUNTY-  AZ/COCHISE
 CF0380  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0380
 CF0380                         *CURRENT SURVEY CONTROL
 CF0380  ___________________________________________________________________
 CF0380* NAD 83(1992)-  31 26 27.75782(N)    109 28 34.36867(W)     ADJUSTED  
 CF0380* NAVD 88     -      1347.5    (meters)    4421.     (feet)  VERTCON   
 CF0380  ___________________________________________________________________
 CF0380  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 CF0380  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CF0380  HORZ ORDER  -  SECOND
 CF0380
 CF0380.The horizontal coordinates were established by classical geodetic methods
 CF0380.and adjusted by the National Geodetic Survey in August 1993.
 CF0380
 CF0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0380
 CF0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0380
 CF0380.The geoid height was determined by GEOID03.
 CF0380
 CF0380;                    North         East     Units Scale Factor Converg.
 CF0380;SPC AZ E     -    49,101.358   278,989.943   MT  0.99995311   +0 21 36.6
 CF0380;SPC AZ E     -   161,093.69    915,321.34   iFT  0.99995311   +0 21 36.6
 CF0380;UTM  12      - 3,479,486.891   644,803.913   MT  0.99985862   +0 47 41.9
 CF0380
 CF0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0380!SPC AZ E     -   0.99979269  x   0.99995311  =   0.99974581
 CF0380!UTM  12      -   0.99979269  x   0.99985862  =   0.99965134
 CF0380
 CF0380|---------------------------------------------------------------------|
 CF0380| PID    Reference Object                     Distance      Geod. Az  |
 CF0380|                                                           dddmmss.s |
 CF0380| CS5421 LEASE RM 1                            6.825 METERS 04235     |
 CF0380| CS5422 LEASE RM 2                           13.380 METERS 13250     |
 CF0380|---------------------------------------------------------------------|
 CF0380
 CF0380                          SUPERSEDED SURVEY CONTROL
 CF0380
 CF0380  NAD 83(1986)-  31 26 27.75721(N)    109 28 34.35359(W) AD(       ) 2
 CF0380  NGVD 29 (03/13/91) 1346.6    (m)         4418.     (f) VERT ANG    3  
 CF0380
 CF0380.Superseded values are not recommended for survey control.
 CF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0380.See file dsdata.txt to determine how the superseded data were derived.
 CF0380
 CF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV4480479487(NAD 83)
 CF0380_MARKER: DS = TRIANGULATION STATION DISK
 CF0380_SETTING: 66 = SET IN ROCK OUTCROP
 CF0380_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0380+STABILITY: POSITION/ELEVATION WELL
 CF0380
 CF0380  HISTORY     - Date     Condition        Report By
 CF0380  HISTORY     - 1982     MONUMENTED       AZDT
 CF0380
 CF0380                          STATION DESCRIPTION
 CF0380
 CF0380'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0380'THE STATION IS LOCATED 7 MILES NORTHEAST OF DOUGLAS ALONG U.S. HIGHWAY
 CF0380'80.
 CF0380'
 CF0380'THE STATION MARK IS AN AZDT DISK STAMPED---LEASE 1982---.  IT IS SET
 CF0380'IN A DRILL HOLE IN AN OUTCROP OF LIMESTONE.  IT IS 47 FEET SOUTHEAST
 CF0380'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF RIGHT OF WAY
 CF0380'FENCE LINE AND 4 FEET SOUTHEAST OF THE WITNESS POST.
 CF0380'
 CF0380'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LEASE RM 1 1982---.  IT IS
 CF0380'SET IN A DRILL HOLE IN OUTCROPPING LIMESTONE.
 CF0380'
 CF0380'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LEASE RM 2 1982---.  IT IS
 CF0380'SET IN A DRILL HOLE IN OUTCROPPING LIMESTONE.
 CF0380'
 CF0380'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0380'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL
 CF0380'NORTH ALONG U.S. 80 FOR 8.25 MILES TO THE STATION ON THE RIGHT AT MILE
 CF0380'POST 375.15.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0882 ***********************************************************************
 CY0882  DESIGNATION -  LEBANON
 CY0882  PID         -  CY0882
 CY0882  STATE/COUNTY-  AZ/GRAHAM
 CY0882  USGS QUAD   -  SAFFORD (1985)
 CY0882
 CY0882                         *CURRENT SURVEY CONTROL
 CY0882  ___________________________________________________________________
 CY0882* NAD 83(1992)-  32 45 02.92143(N)    109 42 32.16041(W)     ADJUSTED  
 CY0882* NAVD 88     -       987.7    (meters)    3240.     (feet)  VERTCON   
 CY0882  ___________________________________________________________________
 CY0882  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CY0882  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY0882  HORZ ORDER  -  SECOND
 CY0882
 CY0882.The horizontal coordinates were established by classical geodetic methods
 CY0882.and adjusted by the National Geodetic Survey in August 1993.
 CY0882
 CY0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0882
 CY0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0882
 CY0882.The geoid height was determined by GEOID03.
 CY0882
 CY0882;                    North         East     Units Scale Factor Converg.
 CY0882;SPC AZ E     -   194,211.433   256,252.384   MT  0.99992268   +0 14 51.5
 CY0882;SPC AZ E     -   637,176.62    840,723.04   iFT  0.99992268   +0 14 51.5
 CY0882;UTM  12      - 3,624,399.706   620,948.223   MT  0.99978038   +0 41 54.7
 CY0882
 CY0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0882!SPC AZ E     -   0.99984917  x   0.99992268  =   0.99977187
 CY0882!UTM  12      -   0.99984917  x   0.99978038  =   0.99962959
 CY0882
 CY0882|---------------------------------------------------------------------|
 CY0882| PID    Reference Object                     Distance      Geod. Az  |
 CY0882|                                                           dddmmss.s |
 CY0882| CY0894 LEBANON RM 1                         19.075 METERS 04119     |
 CY0882| CY0895 LEBANON RM 2                         14.076 METERS 13102     |
 CY0882| CY0717 WICK                                APPROX. 3.9 KM 3552557.3 |
 CY0882|---------------------------------------------------------------------|
 CY0882
 CY0882                          SUPERSEDED SURVEY CONTROL
 CY0882
 CY0882  NAD 83(1986)-  32 45 02.91409(N)    109 42 32.15547(W) AD(       ) 2
 CY0882  NGVD 29 (07/20/88)  987.1    (m)         3239.     (f) VERT ANG    3  
 CY0882
 CY0882.Superseded values are not recommended for survey control.
 CY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0882.See file dsdata.txt to determine how the superseded data were derived.
 CY0882
 CY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2094824400(NAD 83)
 CY0882_MARKER: DS = TRIANGULATION STATION DISK
 CY0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0882+STABILITY: SURFACE MOTION
 CY0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0882+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 CY0882
 CY0882  HISTORY     - Date     Condition        Report By
 CY0882  HISTORY     - 1935     MONUMENTED       USSES
 CY0882  HISTORY     - 1983     GOOD             AZDT
 CY0882  HISTORY     - 20060825 GOOD             GEOCAC
 CY0882
 CY0882                          STATION DESCRIPTION
 CY0882
 CY0882'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0882'THE STATION IS LOCATED 5-3/4 MILES SOUTHEAST OF SAFFORD ON THE HIGHEST
 CY0882'1 OF 2 LOW BUTTES ALONG THE EAST SIDE OF U.S. HIGHWAY 666.
 CY0882'
 CY0882'THE STATION MARK IS AN USSES BRASS DISK STAMPED---19LEBANON35---.  IT
 CY0882'IS SET IN TOP OF A CONCRETE MONUMENT.  IT IS ABOUT 150 FEET SOUTH OF
 CY0882'THE HIGHWAY AND 45 FEET EAST OF THE WEST EDGE OF THE BUTTE.
 CY0882'
 CY0882'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LEBANON RM 1 1983---.  IT
 CY0882'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 CY0882'
 CY0882'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LEBANON RM 2 1983---.  IT
 CY0882'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 CY0882'
 CY0882'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0882'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0882'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 5.85 MILE TO A TRACK RD
 CY0882'TURN LEFT AND TRAVEL EAST FOR 0.5 MILE KEEPING TO THE LEFT AND BETWEEN
 CY0882'THE TWO SMALL MESAS AND END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 150
 CY0882'FEET TO TOP AND STATION.
 CY0882
 CY0882                          STATION RECOVERY (2006)
 CY0882
 CY0882'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0882'RECOVERED STATION MARK AND ALL REFERENCE MARKS IN GOOD CONDITION AS
 CY0882'DESCRIBED WITH THE FOLLOWING UPDATES TO THE DESCRIPTION   U.S. 666 IS
 CY0882'NOW U.S. 191, THE TRACK ROAD IS A BLADE ROAD CALLED CARDINAL DRIVE,
 CY0882'THE STATION IS ABOUT A 1,000 FEET PACK TO THE NORTH FROM CARDINAL
 CY0882'DRIVE, AND THE STATION IS LOCATED 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1680 ***********************************************************************
 DB1680  DESIGNATION -  LECH
 DB1680  PID         -  DB1680
 DB1680  STATE/COUNTY-  AZ/YUMA
 DB1680  USGS QUAD   -  CIPRIANO PASS (1990)
 DB1680
 DB1680                         *CURRENT SURVEY CONTROL
 DB1680  ___________________________________________________________________
 DB1680* NAD 83(1992)-  32 22 34.76539(N)    114 12 25.93366(W)     ADJUSTED  
 DB1680* NAVD 88     -       357.0    (meters)    1171.     (feet)  VERTCON   
 DB1680  ___________________________________________________________________
 DB1680  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DB1680  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1680  HORZ ORDER  -  THIRD
 DB1680
 DB1680.The horizontal coordinates were established by classical geodetic methods
 DB1680.and adjusted by the National Geodetic Survey in August 1993.
 DB1680
 DB1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1680
 DB1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1680
 DB1680.The geoid height was determined by GEOID03.
 DB1680
 DB1680;                    North         East     Units Scale Factor Converg.
 DB1680;SPC AZ W     -   152,690.433   170,337.437   MT  0.99995615   -0 14 41.4
 DB1680;SPC AZ W     -   500,952.86    558,849.86   iFT  0.99995615   -0 14 41.4
 DB1680;UTM  11      - 3,585,580.350   762,756.114   MT  1.00045147   +1 29 46.8
 DB1680
 DB1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1680!SPC AZ W     -   0.99994925  x   0.99995615  =   0.99990541
 DB1680!UTM  11      -   0.99994925  x   1.00045147  =   1.00040070
 DB1680
 DB1680                          SUPERSEDED SURVEY CONTROL
 DB1680
 DB1680  NAD 83(1986)-  32 22 34.77157(N)    114 12 25.94663(W) AD(       ) 3
 DB1680  NGVD 29 (04/26/91)  356.3    (m)         1169.     (f) VERT ANG    3  
 DB1680
 DB1680.Superseded values are not recommended for survey control.
 DB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1680.See file dsdata.txt to determine how the superseded data were derived.
 DB1680
 DB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR6275685580(NAD 83)
 DB1680_MARKER: DD = SURVEY DISK
 DB1680_SETTING: 66 = SET IN ROCK OUTCROP
 DB1680_SP_SET: SET IN BEDROCK
 DB1680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1680+STABILITY: POSITION/ELEVATION WELL
 DB1680
 DB1680  HISTORY     - Date     Condition        Report By
 DB1680  HISTORY     - 1964     MONUMENTED       USGS
 DB1680
 DB1680                          STATION DESCRIPTION
 DB1680
 DB1680'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1680'LOCATED ABOUT 20 MI S. OF WELLTON, 6 MI SW. OF RAVEN BUTTE, 4.6
 DB1680'MI N. OF THE MEXICAN BOUNDARY LINE.  ON MOST EASTERLY, ROCKY TOP
 DB1680'OF SMALL GROUP OF ROCKY TOPS THAT FALL IN A GENERAL N.-S. LINE.
 DB1680'THE TOP IS SLIGHTLY HIGHER THAN ANY OF THE SURROUNDING TOPS.
 DB1680'
 DB1680'REACHED BY HELICOPTER.
 DB1680'
 DB1680'STATION MARK--STANDARD TABLET STAMPED---LECH 1964---, IN CONCRETE
 DB1680'IN GRANITE TOP.
 DB1680'
 DB1680'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, IN CONCRETE IN
 DB1680'GRANITE OUTCROP, 8.83 FT FROM AND 1.2 FT LOWER THAN STATION MARK.
 DB1680'
 DB1680'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, IN CONCRETE IN
 DB1680'GRANITE OUTCROP, 11.21 FT FROM AND 2.5 FT LOWER THAN STATION
 DB1680'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0565 ***********************************************************************
 GP0565  DESIGNATION -  LECHE
 GP0565  PID         -  GP0565
 GP0565  STATE/COUNTY-  AZ/COCONINO
 GP0565  USGS QUAD   -  LECHE-E ROCK (1985)
 GP0565
 GP0565                         *CURRENT SURVEY CONTROL
 GP0565  ___________________________________________________________________
 GP0565* NAD 83(1992)-  36 51 50.22240(N)    111 18 33.65181(W)     ADJUSTED  
 GP0565* NAVD 88     -      1799.3    (meters)    5903.     (feet)  VERTCON   
 GP0565  ___________________________________________________________________
 GP0565  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GP0565  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0565  HORZ ORDER  -  SECOND
 GP0565
 GP0565.The horizontal coordinates were established by classical geodetic methods
 GP0565.and adjusted by the National Geodetic Survey in August 1993.
 GP0565
 GP0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0565
 GP0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0565
 GP0565.The geoid height was determined by GEOID03.
 GP0565
 GP0565;                    North         East     Units Scale Factor Converg.
 GP0565;SPC AZ C     -   650,545.517   267,509.507   MT  0.99993611   +0 21 51.7
 GP0565;SPC AZ C     - 2,134,335.69    877,655.86   iFT  0.99993611   +0 21 51.7
 GP0565;UTM  12      - 4,079,824.805   472,426.457   MT  0.99960937   -0 11 08.1
 GP0565
 GP0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0565!SPC AZ C     -   0.99972135  x   0.99993611  =   0.99965748
 GP0565!UTM  12      -   0.99972135  x   0.99960937  =   0.99933083
 GP0565
 GP0565|---------------------------------------------------------------------|
 GP0565| PID    Reference Object                     Distance      Geod. Az  |
 GP0565|                                                           dddmmss.s |
 GP0565| CH2649 LECHE RM 1                           18.988 METERS 05020     |
 GP0565| CH2650 LECHE RM 2                           15.938 METERS 15401     |
 GP0565| CH2648 LECHE AZ MK                                        1770505.7 |
 GP0565|---------------------------------------------------------------------|
 GP0565
 GP0565                          SUPERSEDED SURVEY CONTROL
 GP0565
 GP0565  NAD 83(1986)-  36 51 50.21802(N)    111 18 33.65287(W) AD(       ) 2
 GP0565  NAD 27      -  36 51 50.24698(N)    111 18 31.11485(W) AD(       ) 2
 GP0565  NGVD 29 (07/19/86) 1798.3    (m)         5900.     (f) VERT ANG    3  
 GP0565
 GP0565.Superseded values are not recommended for survey control.
 GP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0565.See file dsdata.txt to determine how the superseded data were derived.
 GP0565
 GP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7242679825(NAD 83)
 GP0565_MARKER: DD = SURVEY DISK
 GP0565_SETTING: 66 = SET IN ROCK OUTCROP
 GP0565_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0565+STABILITY: POSITION/ELEVATION WELL
 GP0565
 GP0565  HISTORY     - Date     Condition        Report By
 GP0565  HISTORY     - 1954     MONUMENTED       USGS
 GP0565  HISTORY     - 1963     GOOD             USGS
 GP0565
 GP0565                          STATION DESCRIPTION
 GP0565
 GP0565'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0565'LOCATED ABOUT 27 MI SW. OF NAVAJO MTN., UTAH, 18 MI ENE. OF
 GP0565'NAVAJO BRIDGE, 5 MI W. OF POINT AT WHICH KAIBITO CREEK JOINS
 GP0565'NAVAJO CREEK.  ON PROMINENT, SHEER, WALLED BUTTE, ABOUT 400 FT S.
 GP0565'OF PROMINENT, SANDSTONE OUTCROPS ON NORTH END, ABOUT 300 FT W. OF
 GP0565'AND ABOUT 3 FT LOWER THAN HIGHEST POINT.  IT IS ONLY PROMINENT
 GP0565'BUTTE ON DIVIDE BETWEEN TOBITO WASH AND NAVAJO CREEK.
 GP0565'
 GP0565'REACHED BY HELICOPTER.  THERE IS TRACK RD. TO BASE OF BUTTE.
 GP0565'HOWEVER, NO PRACTICAL ROUTE OF ASCENT WAS SEEN.
 GP0565'
 GP0565'STATION MARK--STANDARD TABLET STAMPED---LECHE 1954---, CEMENTED IN
 GP0565'DRILL HOLE IN FLAT, SANDSTONE OUTCROP.
 GP0565'
 GP0565'RMS--NONE SET.
 GP0565
 GP0565                          STATION RECOVERY (1963)
 GP0565
 GP0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (LGB)
 GP0565'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF PAGE, 9-1/2 MILES
 GP0565'SOUTH OF THE ARIZONA-UTAH STATE LINE, 11 MILES EAST OF U.S.
 GP0565'HIGHWAY 89 AND ON A FLAT-TOPPED BUTTE WITH SHEER ROCK CLIFFS ON
 GP0565'ALL SIDES.  THE HIGHEST BUTTE IN THE VICINTIY.
 GP0565'
 GP0565'TO REACH BY HELICOPTER FROM THE PAGE AIRPORT, GO SOUTHEAST ON A
 GP0565'TRUE COURSE OF 121 DEGREES FOR ABOUT 9 MILES TO THE STATION.
 GP0565'
 GP0565'THE STATION MARK IS U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 GP0565'STAMPED LECHE 1954, CEMENTED IN A DRILL HOLE IN FLAT SANDSTONE
 GP0565'OUTCROP.  IT IS 29 FEET NORTHEAST OF A LARGE BOULDER THAT IS ABOUT
 GP0565'2 FEET HIGHER THAN THE STATION AND 6 FEET SOUTH OF A CAIRN.
 GP0565'
 GP0565'REFERENCE MARK 1, STAMPED LECHE USGS NO 1 1960, IS A STANDARD DISK
 GP0565'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT ABOVE THE GROUND
 GP0565'LEVEL AND 55 FEET NORTHEAST OF THE CAIRN.
 GP0565'
 GP0565'REFERENCE MARK 2, STAMPED LECHE USGS NO 2 1963, IS A STANDARD
 GP0565'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 59 FEET SOUTHEAST OF
 GP0565'THE CAIRN AND 30 FEET NORTHEAST OF A LARGE BOULDER.
 GP0565'
 GP0565'THE AZIMUTH MARK, STAMPED LECHE USGS 1963, IS A STANDARD DISK
 GP0565'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS ABOUT
 GP0565'3 FEET ABOVE THE GROUND.  IT IS 85 FEET WEST OF THE EAST EDGE OF
 GP0565'THE BLUFF, 4 FEET SOUTHWEST OF A CAIRN AND 2 FEET NORTH OF THE
 GP0565'SOUTH EDGE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0349 ***********************************************************************
 GQ0349  DESIGNATION -  LEDGE
 GQ0349  PID         -  GQ0349
 GQ0349  STATE/COUNTY-  AZ/MOHAVE
 GQ0349  USGS QUAD   -  LOST SPRING MTN EAST (1988)
 GQ0349
 GQ0349                         *CURRENT SURVEY CONTROL
 GQ0349  ___________________________________________________________________
 GQ0349* NAD 83(1992)-  36 55 19.23372(N)    113 05 27.81497(W)     ADJUSTED  
 GQ0349* NAVD 88     -      1634.6    (meters)    5363.     (feet)  VERTCON   
 GQ0349  ___________________________________________________________________
 GQ0349  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 GQ0349  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GQ0349  HORZ ORDER  -  SECOND
 GQ0349
 GQ0349.The horizontal coordinates were established by classical geodetic methods
 GQ0349.and adjusted by the National Geodetic Survey in November 1997.
 GQ0349
 GQ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0349
 GQ0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0349
 GQ0349.The geoid height was determined by GEOID03.
 GQ0349
 GQ0349;                    North         East     Units Scale Factor Converg.
 GQ0349;SPC AZ W     -   657,040.511   272,069.677   MT  0.99997578   +0 23 45.1
 GQ0349;SPC AZ W     - 2,155,644.72    892,617.05   iFT  0.99997578   +0 23 45.1
 GQ0349;SPC UT S     - 3,029,545.235   358,230.428   MT  1.00006357   -0 58 29.4
 GQ0349;UTM  12      - 4,088,262.936   313,744.266   MT  1.00002739   -1 15 23.5
 GQ0349
 GQ0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0349!SPC AZ W     -   0.99974714  x   0.99997578  =   0.99972293
 GQ0349!SPC UT S     -   0.99974714  x   1.00006357  =   0.99981069
 GQ0349!UTM  12      -   0.99974714  x   1.00002739  =   0.99977452
 GQ0349
 GQ0349|---------------------------------------------------------------------|
 GQ0349| PID    Reference Object                     Distance      Geod. Az  |
 GQ0349|                                                           dddmmss.s |
 GQ0349| CH2652 LEDGE RM 1                           13.186 METERS 05308     |
 GQ0349| CH2651 LEDGE AZ MK                                        1185047.5 |
 GQ0349| CH2653 LEDGE RM 2                            6.909 METERS 13754     |
 GQ0349|---------------------------------------------------------------------|
 GQ0349
 GQ0349                          SUPERSEDED SURVEY CONTROL
 GQ0349
 GQ0349  NAD 83(1992)-  36 55 19.23029(N)    113 05 27.81968(W) AD(       ) 2
 GQ0349  NAD 83(1986)-  36 55 19.22730(N)    113 05 27.81812(W) AD(       ) 2
 GQ0349  NAD 27      -  36 55 19.28300(N)    113 05 25.03300(W) AD(       ) 2
 GQ0349  NGVD 29 (07/19/86) 1633.7    (m)         5360.     (f) VERT ANG    3  
 GQ0349
 GQ0349.Superseded values are not recommended for survey control.
 GQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0349.See file dsdata.txt to determine how the superseded data were derived.
 GQ0349
 GQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1374488263(NAD 83)
 GQ0349_MARKER: DS = TRIANGULATION STATION DISK
 GQ0349_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0349_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0349
 GQ0349  HISTORY     - Date     Condition        Report By
 GQ0349  HISTORY     - 1952     MONUMENTED       CGS
 GQ0349  HISTORY     - 1971     GOOD             LAWPC
 GQ0349
 GQ0349                          STATION DESCRIPTION
 GQ0349
 GQ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0349'THE STATION IS LOCATED ON THE SOUTH EDGE OF A MESA RIM WHERE
 GQ0349'IT DROPS OFF SHARPLY TO THE SOUTH.  IT IS 10 MILES WEST-SOUTHWEST
 GQ0349'OF CANE BEDS, 8 MILES SOUTHWEST OF SHORT CREEK AND 3 MILES
 GQ0349'NORTHWEST OF WHERE A ROAD CROSSES THE RIM.
 GQ0349'
 GQ0349'TO REACH FROM THE POST OFFICE IN SHORT CREEK, GO WEST FOR
 GQ0349'0.1 MILE, TURN LEFT AND GO SOUTH FOR 0.2 MILE, HERE MAKE A
 GQ0349'JOG EAST THEN RIGHT, SOUTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR
 GQ0349'2.75 MILES TO A T ROAD, TURN RIGHT, WEST, AND GO FOR 1.75 MILES TO
 GQ0349'A FORK AND RANCH BUILDINGS ON THE LEFT, KEEP RIGHT STRAIGHT AHEAD
 GQ0349'PASSING A DIM FORK LEFT AND THEN A DIM FORK RIGHT, CONTINUE
 GQ0349'AHEAD WEST FOR 1.1 MILES TO A WIRE GATE, PASS THROUGHT GATE
 GQ0349'AND CONTINUE ON WEST FOR 0.6 MILE TO A FORK, KEEP RIGHT
 GQ0349'STRAIGHT AHEAD FOR 0.3 MILE TO A FORK ON A ROCKY HILL, KEEP
 GQ0349'LEFT AND FOLLOW WINDING ROAD SOUTH AND WEST FOR 1.9 MILES
 GQ0349'TO A DIM CROSSROAD, CONTINUE STRAIGHT AHEAD WEST FOR 1.1
 GQ0349'MILES TO A FORK AT THE TOP OF A GRADE, TURN LEFT AND FOLLOW A
 GQ0349'TRACK ROAD THROUGH SAGE BRUSH SOUTH-SOUTHWEST FOR 0.35
 GQ0349'MILE TO A FORK, KEEP LEFT STRAIGHT AHEAD SOUTH FOR 0.3
 GQ0349'MILE TO A DIM FORK, KEEP LEFT FOR 0.15 MILE TO A CEDAR TREE ON
 GQ0349'THE LEFT WITH ITS TOP CUT OUT, FROM HERE BEAR LEFT CROSSING A
 GQ0349'WASH AND THEN WORK WAY SOUTH ALONG THE LEFT SIDE OF THE WASH TO
 GQ0349'THE HIGHEST POINT AT THE MESA RIM AND STATION SITE.
 GQ0349'
 GQ0349'THE STATION IS A STANDARD DISK STAMPED LEDGE 1952.  IT IS
 GQ0349'CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH IS FLUSH.
 GQ0349'IT IS ON THE HIGHEST POINT AND IS 27 FEET NORTH OF THE SOUTH
 GQ0349'EDGE OF THE MESA RIM.
 GQ0349'
 GQ0349'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEDGE NO 1 1952.
 GQ0349'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GQ0349'PROJECTS 4 INCHES.  IT IS IN A SMALL ROCK LEDGE.
 GQ0349'
 GQ0349'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEDGE NO 2 1952.
 GQ0349'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GQ0349'PROJECTS 6 INCHES.  IT IS 22 FEET NORTH OF THE SOUTH RIM OF THE
 GQ0349'MESA.
 GQ0349'
 GQ0349'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEDGE 1952.  IT IS
 GQ0349'CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH IS FLUSH.
 GQ0349'THE SECTION OF BEDROCK IN WHICH THE AZIMUTH MARK IS PLACED HAS
 GQ0349'BROKEN AWAY FROM THE MAIN MESA RIM, THE MARK IS 16 FEET FROM
 GQ0349'THE WEST EDGE, 15 FEET FROM THE NORTH EDGE, 30 FEET FROM
 GQ0349'THE SOUTH EDGE, 2 FEET FROM THE EAST EDGE AND IS 35 FEET
 GQ0349'SOUTHWEST OF A 12-INCH PINE TREE.  IT IS MARK BY A SMALL
 GQ0349'CAIRN.  TO REACH FROM THE STATION, GO EAST ALONG THE MESA
 GQ0349'RIM GOING DOWN INTO A LOW PLACE AND THEN UP TO ANOTHER POINT
 GQ0349'AND THE AZIMUTH MARK AS DESCRIBED.
 GQ0349
 GQ0349                          STATION RECOVERY (1971)
 GQ0349
 GQ0349'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0349'LEDGE 1952-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0666 ***********************************************************************
 DV0666  DESIGNATION -  LEE
 DV0666  PID         -  DV0666
 DV0666  STATE/COUNTY-  AZ/MARICOPA
 DV0666  USGS QUAD   -  PHOENIX (1982)
 DV0666
 DV0666                         *CURRENT SURVEY CONTROL
 DV0666  ___________________________________________________________________
 DV0666* NAD 83(1992)-  33 27 38.98718(N)    112 00 38.90312(W)     ADJUSTED  
 DV0666* NAVD 88     -       345.67   (+/-2cm)    1134.1    (feet)  VERTCON   
 DV0666  ___________________________________________________________________
 DV0666  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 DV0666  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0666  HORZ ORDER  -  SECOND
 DV0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0666
 DV0666.The horizontal coordinates were established by classical geodetic methods
 DV0666.and adjusted by the National Geodetic Survey in August 1993.
 DV0666
 DV0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0666.The vertical order pertains to the NGVD 29 superseded value.
 DV0666
 DV0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0666
 DV0666.The geoid height was determined by GEOID03.
 DV0666
 DV0666;                    North         East     Units Scale Factor Converg.
 DV0666;SPC AZ C     -   272,860.364   204,609.230   MT  0.99990094   -0 03 06.9
 DV0666;SPC AZ C     -   895,211.17    671,290.12   iFT  0.99990094   -0 03 06.9
 DV0666;UTM  12      - 3,702,833.350   406,066.676   MT  0.99970878   -0 33 26.5
 DV0666
 DV0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0666!SPC AZ C     -   0.99995041  x   0.99990094  =   0.99985135
 DV0666!UTM  12      -   0.99995041  x   0.99970878  =   0.99965920
 DV0666
 DV0666|---------------------------------------------------------------------|
 DV0666| PID    Reference Object                     Distance      Geod. Az  |
 DV0666|                                                           dddmmss.s |
 DV0666| DV0667 LEE RM 1                             21.185 METERS 01500     |
 DV0666| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 2.0 KM 0213518.7 |
 DV0666| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 2.5 KM 0660159.7 |
 DV0666| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 3.0 KM 1140149.4 |
 DV0666| DV0665 LEE RM 2                             29.050 METERS 16841     |
 DV0666| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.15.0 KM 1991832.7 |
 DV0666| DV0664 LEE AZ MK                                          2551949.0 |
 DV0666|---------------------------------------------------------------------|
 DV0666
 DV0666                          SUPERSEDED SURVEY CONTROL
 DV0666
 DV0666  NAD 83(1986)-  33 27 38.98153(N)    112 00 38.90845(W) AD(       ) 2
 DV0666  NAD 27      -  33 27 38.82450(N)    112 00 36.37970(W) AD(       ) 2
 DV0666  NGVD 29 (??/??/92)  345.018  (m)         1131.95   (f) ADJ UNCH    2 0
 DV0666
 DV0666.Superseded values are not recommended for survey control.
 DV0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0666.See file dsdata.txt to determine how the superseded data were derived.
 DV0666
 DV0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0606702833(NAD 83)
 DV0666_MARKER: DE = TRAVERSE STATION DISK
 DV0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0666_STAMPING: LEE 1963
 DV0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0666+STABILITY: SURFACE MOTION
 DV0666
 DV0666  HISTORY     - Date     Condition        Report By
 DV0666  HISTORY     - 1963     MONUMENTED       CGS
 DV0666  HISTORY     - 1963     GOOD             CGS
 DV0666  HISTORY     - 1972     MARK NOT FOUND   NGS
 DV0666
 DV0666                          STATION DESCRIPTION
 DV0666
 DV0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0666'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE CENTER OF
 DV0666'PHOENIX, ABOUT 1/2 MILE SOUTH OF EAST MC DOWELL ROAD AND 100
 DV0666'FEET NORTH OF EAST PORTLAND STREET.
 DV0666'
 DV0666'TO REACH THE STATION FROM THE INTERSECTION OF EAST ROOSEVELT
 DV0666'STREET AND NORTH 32ND STREET, GO NORTH ON NORTH 32ND STREET
 DV0666'FOR 0.15 MILE TO EAST PORTLAND STREET AND AZIMUTH MARK ON LEFT
 DV0666'AS DESCRIBED, TURN RIGHT, GO EAST ON EAST PORTLAND STREET FOR
 DV0666'0.1 MILE TO THE STATION ON LEFT AS DESCRIBED.
 DV0666'
 DV0666'STATION, A STANDARD TRAVERSE DISK SET THE TOP OF A ROUND CONCRETE
 DV0666'POST WHICH IS 16 INCHES BELOW THE SURFACE OF THE GROUND AND
 DV0666'STAMPED LEE 1963.  THE MARK IS 104 FEET NORTH OF CENTER OF
 DV0666'EAST PORTLAND STREET, 20 FEET WEST-NORTHWEST OF FENCE CORNER
 DV0666'AND 8 FEET NORTH OF WITNESS POST AND FENCE.
 DV0666'
 DV0666'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0666'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES AND STAMPED LEE
 DV0666'NO 1 1963.  THE MARK IS 72 FEET NORTH-NORTHEAST OF WITNESS POST,
 DV0666'8 FEET SOUTH OF FENCE CORNER AND 2 FEET WEST OF FENCE.
 DV0666'
 DV0666'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0666'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES AND STAMPED LEE
 DV0666'NO 2 1963.  THE MARK IS 87 FEET SOUTH-SOUTHEAST OF WITNESS
 DV0666'POST, 10 FEET NORTH OF EAST PORTLAND STREET AND 1.5 FEET WEST
 DV0666'OF FENCE.
 DV0666'
 DV0666'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV0666'THE SOUTHWEST HEADWALL OF A IRRIGATION GATE AND STAMPED LEE
 DV0666'1963.  THE MARK IS 41 FEET WEST OF THE CENTER OF NORTH 32ND
 DV0666'STREET, 20 FEET SOUTH OF CENTER OF EAST PORTLAND STREET AND 16
 DV0666'FEET WEST-NORTHWEST OF A FIRE HYDRANT.
 DV0666'
 DV0666'INTERSECTION POINT, A PHOENIX CITY SURVEY MARK LOCATED IN THE
 DV0666'INTERSECTION OF EAST ROOSEVELT STREET AND NORTH 34TH STREET.
 DV0666'THE STATION IS A 1 INCH PIPE DRIVEN IN THE GROUND, IS 6 INCHES
 DV0666'BELOW THE SURFACE OF THE STREET BENEATH A SMALL METAL HAND
 DV0666'HOLE COVER.
 DV0666'
 DV0666'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 DV0666
 DV0666                          STATION RECOVERY (1963)
 DV0666
 DV0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0666'IN PHOENIX.
 DV0666'0.35 MILE SOUTH ALONG NORTH 32ND STREET FROM THE INTERSECTION OF NORTH
 DV0666'32ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0666'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET, IN
 DV0666'A VACANT LOT NORTH OF THE STREET, 102 FEET NORTH OF THE CENTER OF THE
 DV0666'STREET, 19.5 FEET NORTHWEST OF A FENCE CORNER, 77 FEET SOUTH-SOUTHWEST
 DV0666'OF ANOTHER FENCE CORNER, 7.2 FEET NORTH OF A METAL WITNESS POST, AND
 DV0666'SET IN TOP OF A CONCRETE POST ABOUT 14 INCHES BELOW THE SURFACE OF THE
 DV0666'GROUND.
 DV0666
 DV0666                          STATION RECOVERY (1972)
 DV0666
 DV0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV0666'A CONCRETE MONUMENT WHICH IS BELIEVED TO BE A REFERENCE MARK
 DV0666'WITH DISK REMOVED WAS FOUND ABOUT 75 YARDS NORTHEAST OF THE
 DV0666'DESCRIBED AREA.
 DV0666'
 DV0666'NO MARKS WERE RECOVERED.  THE STATION IS CONSIDERED LOST.
 DV0666'
 DV0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST
 DV0666'OF PHOENIX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0949 ***********************************************************************
 ET0949  DESIGNATION -  LEE
 ET0949  PID         -  ET0949
 ET0949  STATE/COUNTY-  AZ/YAVAPAI
 ET0949  USGS QUAD   -  WILHOIT (1969)
 ET0949
 ET0949                         *CURRENT SURVEY CONTROL
 ET0949  ___________________________________________________________________
 ET0949* NAD 83(1992)-  34 25 09.29878(N)    112 35 43.92779(W)     ADJUSTED  
 ET0949* NAVD 88     -      1480.3    (meters)    4857.     (feet)  VERTCON   
 ET0949  ___________________________________________________________________
 ET0949  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 ET0949  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 ET0949  HORZ ORDER  -  SECOND
 ET0949
 ET0949.The horizontal coordinates were established by classical geodetic methods
 ET0949.and adjusted by the National Geodetic Survey in August 1993.
 ET0949
 ET0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0949
 ET0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0949
 ET0949.The geoid height was determined by GEOID03.
 ET0949
 ET0949;                    North         East     Units Scale Factor Converg.
 ET0949;SPC AZ C     -   379,363.930   150,958.354   MT  0.99994798   -0 23 01.5
 ET0949;SPC AZ C     - 1,244,632.32    495,270.19   iFT  0.99994798   -0 23 01.5
 ET0949;UTM  12      - 3,809,797.282   353,376.677   MT  0.99986500   -0 54 07.3
 ET0949
 ET0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0949!SPC AZ C     -   0.99977196  x   0.99994798  =   0.99971995
 ET0949!UTM  12      -   0.99977196  x   0.99986500  =   0.99963699
 ET0949
 ET0949|---------------------------------------------------------------------|
 ET0949| PID    Reference Object                     Distance      Geod. Az  |
 ET0949|                                                           dddmmss.s |
 ET0949| CH2656 LEE RM 1                             12.046 METERS 05550     |
 ET0949| ET0956 SHEPPARD                            APPROX. 5.5 KM 2325729.6 |
 ET0949| CH2657 LEE RM 2                             11.996 METERS 23505     |
 ET0949|---------------------------------------------------------------------|
 ET0949
 ET0949                          SUPERSEDED SURVEY CONTROL
 ET0949
 ET0949  NAD 83(1986)-  34 25 09.29732(N)    112 35 43.92817(W) AD(       ) 2
 ET0949  NAD 27      -  34 25 09.21383(N)    112 35 41.30729(W) AD(       ) 2
 ET0949  NGVD 29 (07/19/86) 1479.4    (m)         4854.     (f) VERT ANG    3  
 ET0949
 ET0949.Superseded values are not recommended for survey control.
 ET0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0949.See file dsdata.txt to determine how the superseded data were derived.
 ET0949
 ET0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5337709797(NAD 83)
 ET0949_MARKER: DD = SURVEY DISK
 ET0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0949+STABILITY: SURFACE MOTION
 ET0949
 ET0949  HISTORY     - Date     Condition        Report By
 ET0949  HISTORY     - 1980     MONUMENTED       AZDT
 ET0949
 ET0949                          STATION DESCRIPTION
 ET0949
 ET0949'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0949'THE STATION IS LOCATED 5 MILES NORTHEAST OF KIRTLAND JUNCTION, 0.5
 ET0949'MILE SOUTHWEST OF WILHOIT AND ALONG THE EAST SIDE OF US HIGHWAY 89.
 ET0949'
 ET0949'THE STATION MARK IS A STANDARD DISK STAMPED LEE 1980.  IT IS SET IN
 ET0949'TOP OF A CONCRETE MONUMENT 2 FEET WEST OF WITNESS POST, 48 FEET EAST
 ET0949'OF THE CENTERLINE OF THE HIGHWAY AT MILEPOST 294.4.
 ET0949'
 ET0949'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, LEE RM 1 1980.  IT IS SET IN
 ET0949'TOP OF A CONCRETE MONUMENT, 48 FEET EAST OF THE HIGHWAY CENTERLINE.
 ET0949'
 ET0949'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, LEE RM 2 1980.  IT IS SET IN
 ET0949'TOP OF A CONCRETE MONUMENT, 48 FEET EAST OF THE HIGHWAY CENTERLINE.
 ET0949'
 ET0949'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL, TRAVEL NORTH ON
 ET0949'US HIGHWAY 89 FOR 17.5 MILES TO THE STATION ON THE RIGHT AT MILE POST
 ET0949'294.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0664 ***********************************************************************
 DV0664  DESIGNATION -  LEE AZ MK
 DV0664  PID         -  DV0664
 DV0664  STATE/COUNTY-  AZ/MARICOPA
 DV0664  USGS QUAD   -  PHOENIX (1982)
 DV0664
 DV0664                         *CURRENT SURVEY CONTROL
 DV0664  ___________________________________________________________________
 DV0664* NAD 83(1986)-  33 27 37.     (N)    112 00 48.     (W)     SCALED    
 DV0664* NAVD 88     -       345.39   (+/-2cm)    1133.2    (feet)  VERTCON   
 DV0664  ___________________________________________________________________
 DV0664  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0664
 DV0664.The horizontal coordinates were scaled from a topographic map and have
 DV0664.an estimated accuracy of +/- 6 seconds.
 DV0664
 DV0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0664.The vertical order pertains to the NGVD 29 superseded value.
 DV0664
 DV0664.The geoid height was determined by GEOID03.
 DV0664
 DV0664;                    North         East    Units  Estimated Accuracy
 DV0664;SPC AZ C     -   272,800.      204,370.      MT  (+/- 180 meters Scaled)
 DV0664
 DV0664                          SUPERSEDED SURVEY CONTROL
 DV0664
 DV0664  NGVD 29 (??/??/92)  344.744  (m)         1131.05   (f) ADJ UNCH    2 0
 DV0664
 DV0664.Superseded values are not recommended for survey control.
 DV0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0664.See file dsdata.txt to determine how the superseded data were derived.
 DV0664
 DV0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058027(NAD 83)
 DV0664_MARKER: DZ = AZIMUTH MARK DISK
 DV0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0664_SP_SET: RETAINING WALL
 DV0664_STAMPING: LEE 1963
 DV0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0664
 DV0664  HISTORY     - Date     Condition        Report By
 DV0664  HISTORY     - 1963     MONUMENTED       CGS
 DV0664
 DV0664                          STATION DESCRIPTION
 DV0664
 DV0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0664'IN PHOENIX.
 DV0664'0.4 MILE SOUTH ALONG NORTH 32ND STREET FROM THE INTERSECTION OF NORTH
 DV0664'32ND STREET AND EAST MCDOWELL ROAD, AT THE INTERSECTION OF NORTH 32ND
 DV0664'STREET AND EAST PORTLAND STREET, IN THE EAST PART OF PHOENIX, 39 FEET
 DV0664'WEST OF THE CENTER OF NORTH 32ND STREET, 18 FEET SOUTH OF THE CENTER
 DV0664'OF EAST PORTLAND STREET, SET IN TOP OF THE SOUTHWEST CORNER OF A
 DV0664'CONCRETE RETAINING WALL OF AN IRRIGATION CONTROL GATE, ABOUT 1 FOOT
 DV0664'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0608 ***********************************************************************
 GP0608  DESIGNATION -  LEE EAST BASE
 GP0608  PID         -  GP0608
 GP0608  STATE/COUNTY-  AZ/COCONINO
 GP0608  USGS QUAD   -  LEES FERRY (1985)
 GP0608
 GP0608                         *CURRENT SURVEY CONTROL
 GP0608  ___________________________________________________________________
 GP0608* NAD 83(1992)-  36 52 28.28495(N)    111 34 17.84489(W)     ADJUSTED  
 GP0608* NAVD 88     -      1386.8    (meters)    4550.     (feet)  VERTCON   
 GP0608  ___________________________________________________________________
 GP0608  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GP0608  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 GP0608  HORZ ORDER  -  THIRD
 GP0608
 GP0608.The horizontal coordinates were established by classical geodetic methods
 GP0608.and adjusted by the National Geodetic Survey in August 1993.
 GP0608
 GP0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0608
 GP0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0608
 GP0608.The geoid height was determined by GEOID03.
 GP0608
 GP0608;                    North         East     Units Scale Factor Converg.
 GP0608;SPC AZ C     -   651,602.141   244,120.232   MT  0.99991165   +0 12 25.4
 GP0608;SPC AZ C     - 2,137,802.30    800,919.40   iFT  0.99991165   +0 12 25.4
 GP0608;UTM  12      - 4,081,105.509   449,055.491   MT  0.99963197   -0 20 34.9
 GP0608
 GP0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0608!SPC AZ C     -   0.99978608  x   0.99991165  =   0.99969775
 GP0608!UTM  12      -   0.99978608  x   0.99963197  =   0.99941813
 GP0608
 GP0608|---------------------------------------------------------------------|
 GP0608| PID    Reference Object                     Distance      Geod. Az  |
 GP0608|                                                           dddmmss.s |
 GP0608| CH2654 LEE EAST BASE RM 1                    7.985 METERS 17230     |
 GP0608| GP0606 CROWN                               APPROX. 0.7 KM 1870200.5 |
 GP0608| GP0612 LEE WEST BASE                       241.702 METERS 25214     |
 GP0608| CH2655 LEE EAST BASE RM 2                   12.591 METERS 25839     |
 GP0608|---------------------------------------------------------------------|
 GP0608
 GP0608                          SUPERSEDED SURVEY CONTROL
 GP0608
 GP0608  NAD 83(1986)-  36 52 28.27950(N)    111 34 17.84583(W) AD(       ) 3
 GP0608  NAD 27      -  36 52 28.32400(N)    111 34 15.27200(W) AD(       ) 3
 GP0608  NGVD 29 (07/19/86) 1385.9    (m)         4547.     (f) VERT ANG    3  
 GP0608
 GP0608.Superseded values are not recommended for survey control.
 GP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0608.See file dsdata.txt to determine how the superseded data were derived.
 GP0608
 GP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4905581106(NAD 83)
 GP0608_MARKER: DS = TRIANGULATION STATION DISK
 GP0608_SETTING: 66 = SET IN ROCK OUTCROP
 GP0608
 GP0608  HISTORY     - Date     Condition        Report By
 GP0608  HISTORY     - 1947     MONUMENTED       CGS
 GP0608
 GP0608                          STATION DESCRIPTION
 GP0608
 GP0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0608'THE STATION IS LOCATED JUST NORTH OF THE HIGH BLUFFS ABOVE
 GP0608'LEES FERRY, AND ABOUT MIDWAY BETWEEN THE RIVER AND A DEEP
 GP0608'GULCH.
 GP0608'
 GP0608'THE STATION IS STANDARD DISK STAMPED LEE E BASE, SET IN ROCK
 GP0608'OUTCROP.  IT IS ABOUT 0.4 MILE NORTH OF THE HIGH BLUFFS, 100
 GP0608'YARDS WEST OF THE RIM OF THE RIVER, AND 100 FEET EAST OF A
 GP0608'LARGE OUTCROP.
 GP0608'
 GP0608'REFERENCE MARK NO 1 IS A DRILL HOLE IN ROCK, FLUSH.  IT IS ABOUT
 GP0608'THE SAME ELEVATION AS THE STATION.
 GP0608'
 GP0608'REFERENCE MARK NO 2 IS A DRILL HOLE IN BED ROCK, FLUSH.  IT
 GP0608'IS THE SAME ELEVATION AS THE STATION.
 GP0608'
 GP0608'STATION CROWN WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 GP0608'
 GP0608'TO REACH THE STATION FROM LEES FERRY FOLLOW TRAIL UP THE BLUFF
 GP0608'THENCE NORTH AND EAST TO A LARGE ROCK OUTCROP AND THE STATION AS
 GP0608'DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1980 ***********************************************************************
 DU1980  DESIGNATION -  LEE MOUNTAIN
 DU1980  PID         -  DU1980
 DU1980  STATE/COUNTY-  AZ/PINAL
 DU1980  USGS QUAD   -  CHRISTMAS (1979)
 DU1980
 DU1980                         *CURRENT SURVEY CONTROL
 DU1980  ___________________________________________________________________
 DU1980* NAD 83(1992)-  33 03 12.53391(N)    110 40 41.06075(W)     ADJUSTED  
 DU1980* NAVD 88     -      1155.1    (meters)    3790.     (feet)  VERTCON   
 DU1980  ___________________________________________________________________
 DU1980  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 DU1980  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1980  HORZ ORDER  -  FIRST
 DU1980
 DU1980.The horizontal coordinates were established by classical geodetic methods
 DU1980.and adjusted by the National Geodetic Survey in August 1993.
 DU1980
 DU1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1980
 DU1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1980
 DU1980.The geoid height was determined by GEOID03.
 DU1980
 DU1980;                    North         East     Units Scale Factor Converg.
 DU1980;SPC AZ C     -   228,364.322   329,032.839   MT  1.00006492   +0 40 32.3
 DU1980;SPC AZ C     -   749,226.78  1,079,504.06   iFT  1.00006492   +0 40 32.3
 DU1980;UTM  12      - 3,657,262.002   530,055.040   MT  0.99961114   +0 10 32.1
 DU1980
 DU1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1980!SPC AZ C     -   0.99982307  x   1.00006492  =   0.99988798
 DU1980!UTM  12      -   0.99982307  x   0.99961114  =   0.99943428
 DU1980
 DU1980|---------------------------------------------------------------------|
 DU1980| PID    Reference Object                     Distance      Geod. Az  |
 DU1980|                                                           dddmmss.s |
 DU1980| DU1979 BM                                    2.510 METERS 03131     |
 DU1980| CD3100 LEE MOUNTAIN RM 2                     7.193 METERS 14043     |
 DU1980| CZ1876 SADDLE                              APPROX. 7.0 KM 1750915.2 |
 DU1980| CD3099 LEE MOUNTAIN RM 1                     6.592 METERS 34556     |
 DU1980|---------------------------------------------------------------------|
 DU1980
 DU1980                          SUPERSEDED SURVEY CONTROL
 DU1980
 DU1980  NAD 83(1986)-  33 03 12.53000(N)    110 40 41.05949(W) AD(       ) 1
 DU1980  NAD 27      -  33 03 12.29400(N)    110 40 38.68200(W) AD(       ) 1
 DU1980  NGVD 29 (07/19/86) 1154.5    (m)         3788.     (f) VERT ANG    3  
 DU1980
 DU1980.Superseded values are not recommended for survey control.
 DU1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1980.See file dsdata.txt to determine how the superseded data were derived.
 DU1980
 DU1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3005557262(NAD 83)
 DU1980_MARKER: DS = TRIANGULATION STATION DISK
 DU1980_SETTING: 66 = SET IN ROCK OUTCROP
 DU1980_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DU1980
 DU1980  HISTORY     - Date     Condition        Report By
 DU1980  HISTORY     - 1935     MONUMENTED       CGS
 DU1980  HISTORY     - 1948     GOOD             CGS
 DU1980  HISTORY     - 1967     GOOD             AMS
 DU1980
 DU1980                          STATION DESCRIPTION
 DU1980
 DU1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1980'STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE NE OF WINKELMAN,
 DU1980'ABOUT 2-1/2 MILES E OF THE GILA R., ON THE HIGHEST POINT OF WHAT
 DU1980'IS LOCALLY KNOWN AS LEE MT.  THERE IS ANOTHER PEAK ALMOST AS
 DU1980'HIGH 200 YDS E OF THE STATION, AND ANOTHER PEAK 150 FT LOWER
 DU1980'THAN THE STATION 1/4 MILE SW.  THIS IS THE SAME HILL THAT THE
 DU1980'U.S.G.S. HAS A B.M. ON.
 DU1980'
 DU1980'STATION REACHED FROM WINKELMAN AS FOLLOWS--FROM THE P.O. GO S
 DU1980'ACROSS BRIDGE FOR 0.9 MILE TO WHERE A ROAD LEAVES THE MAIN ROAD
 DU1980'AND GOES UP HILL.  THERE IS A SIGN HERE THAT READS HOPE METALS
 DU1980'CO.  TAKE THIS ROAD UP HILL TO THE LEFT AND FOLLOW IT FOR 5.6
 DU1980'MILES TO AN OLD TIN SHED OR BARN ON THE LEFT.  CONTINUE ON ROAD
 DU1980'FOR 0.5 MILE AND FORD CREEK.  GO 0.1 MILE AND FORD SAME CREEK
 DU1980'AGAIN.  GO 0.1 MILE AND FORD CREEK AGAIN.  GO 0.3 MILE TO A
 DU1980'LARGE TIN SHED AND TOOL HOUSE.  HERE TURN RIGHT ACROSS BRIDGE
 DU1980'AND GO 1.4 MILES TO WHERE ROAD LEAVES WASH AND GOES UP HILL.
 DU1980'HERE LEAVE ROAD AND GO 0.2 MILE DOWN WASH TO THE DEER CREEK
 DU1980'AND END OF TRUCK TRAVEL.  FROM HERE GO NORTHERLY DOWN THE WASH
 DU1980'AND CROSS DEER CREEK, THEN FOLLOW THE RIDGE NORTHEASTERLY TO
 DU1980'STATION.  CIRCLE TO THE E OF THE LOWER PEAK.  A PACK OF
 DU1980'ABOUT 1-1/2 HOUR.  STEEP GOING.
 DU1980'
 DU1980'SURFACE, REFERENCE AND WITNESS MARKS ARE STANDARD BRONZE DISKS
 DU1980'SET IN BOULDERS.
 DU1980'
 DU1980'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DU1980
 DU1980                          STATION RECOVERY (1948)
 DU1980
 DU1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DU1980'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 DU1980'DESCRIBED, WITH THE EXCEPTION OF DISTANCES TO REFERENCE MARKS.
 DU1980'THE CORRECT DISTANCES ARE GIVEN BELOW.
 DU1980'
 DU1980'STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE NORTHEAST OF
 DU1980'WINKLEMAN, ABOUT 2 MILES EAST OF THE GILA RIVER, ON THE
 DU1980'HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS LEE MOUNTAIN, PROJECTS
 DU1980'12 INCHES, AND STAMPED--LEE MOUNTAIN
 DU1980'1935.
 DU1980'
 DU1980'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DU1980'PROJECTS 2 FEET, AND STAMPED--LEE
 DU1980'MOUNTAIN NO 1 1935.
 DU1980'
 DU1980'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DU1980'PROJECTS 5 FEET, AND STAMPED--LEE
 DU1980'MOUNTAIN NO 2 1935.
 DU1980'
 DU1980'THERE IS A U.S. GEOLOGICAL SURVEY BENCH MARK APPROXIMATELY
 DU1980'7 FEET FROM STATION, WHICH WAS TO CLOSE TO CUT IN ACCURATELY
 DU1980'AND IMPOSSIBLE TO MEASURE, STAMPED--V A 1915.
 DU1980'
 DU1980'STATION GANNON USED FOR AZIMUTH MARK, BUT WAS NOT OBSERVED AT
 DU1980'THIS TIME.
 DU1980'
 DU1980'TO REACH FROM POST OFFICE IN WINKELMAN, GO SOUTHERLY ON STATE
 DU1980'ROUTE 77 FOR 1.0 MILE TO A SIDE ROAD LEFT UP HILL AT SIGN
 DU1980'HOPE METAL CO.  HERE TURN LEFT AND FOLLOW THE MAIN TRAVELED
 DU1980'ROAD FOR 5.45 MILES TO SEVERAL BUILDINGS ON THE LEFT.  CONTINUE
 DU1980'FOR 0.75 MILE TO A WASH.  HERE TURN LEFT DOWN HILL AND GO 0.5
 DU1980'MILE TO CREEK.  FORD STREAM AND CONTINUE ON ONLY ROAD, WHICH
 DU1980'CROSSED THE CREEK SEVERAL TIMES, AND GO 0.3 MILE.  HERE TURN
 DU1980'LEFT AND GO 0.2 MILE TO BRIDGE ON RIGHT AND REMAINS OF OLD
 DU1980'BUILDINGS ON THE LEFT.  TURN RIGHT ACROSS BRIDGE AND GO 0.9
 DU1980'MILE TO TOP OF DIVIDE.  THENCE GO DOWN HILL 0.6 MILE TO
 DU1980'LARGE WASH.  TURN LEFT AND FOLLOW DOWN WASH FOR 0.3 MILE TO
 DU1980'DEER CREEK AND END OF TRUCK TRAVEL.  FROM HERE CROSS CREEK AND
 DU1980'FOLLOW THE RIDGE IN NORTHERLY DIRECTION TO THE STATION,
 DU1980'KEEPING TO THE EAST OF THE LOWER PEAK.  A 1 HOUR AND 30
 DU1980'MINUTE PACK.
 DU1980
 DU1980                          STATION RECOVERY (1967)
 DU1980
 DU1980'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1980'STATION IS LOCATED ON THE HIGHEST POINT OF A CONE SHAPED HILL
 DU1980'LOCATED ABOUT 3.5 AIRMILES (SE) OF CHRISTMAS, ARIZONA AND 6.8
 DU1980'AIRMILES (ENE) OF HAYDEN, ARIZONA.
 DU1980'
 DU1980'TO REACH FROM INTERSECTION ARIZONA HWY 77 AND 177 IN WINKELMAN,
 DU1980'ARIZONA PROCEED (S) ON 77 1.2 MI TO A DIRT ROAD ON LEFT, TURN
 DU1980'LEFT (E) 8.7 MI TO A FORK, TAKE LEFT BRANCH (N) IN WASH
 DU1980'0.1 MI TO FORK, TAKE RIGHT BRANCH (N) IN WASH 0.3 MI TO WASH
 DU1980'INTERSECTION, TURN RIGHT (E) UP-STREAM 0.2 MI TO WOODEN FENCE
 DU1980'AND END OF TRUCK TRAVEL, PACK (N) UP GULLY ON LEFT TO BASE OF
 DU1980'RIDGE, THENCE UP RIDGE TO HIGHEST PEAK AND STATION ABOUT 2-1/2
 DU1980'HOURS.
 DU1980'
 DU1980'STATION IS MARKED BY A STANDARD USC AND GS BRASS DISK SET IN
 DU1980'LARGE ROCK ON HIGHEST POINT STAMPED LEE MOUNTAIN 1935.
 DU1980'
 DU1980'R.M. 1 IS A STANDARD USC AND GS BRONZE REFERENCE DISK SET IN A
 DU1980'BOULDER WHICH PROJECTS 15 IN ABOVE GROUND STAMPED LEE MOUNTAIN
 DU1980'NO 1 1935.  FROM THE STATION IT IS (NW) ON A MAG AZ OF 335 DEG
 DU1980'AT A DISTANCE OF 6.61 M AND A DE OF -1.75 FEET.
 DU1980'
 DU1980'R.M. 2 IS A STANDARD USC AND GS REFERENCE DISK SET IN A BOULDER
 DU1980'WHICH PROJECTS 20 IN ABOVE GROUND STAMPED LEE MOUNTAIN NO 2 1935.
 DU1980'FROM THE STATION IT IS (SE) ON A MAG AZ OF 130 DEG AT A DISTANCE
 DU1980'OF 7.20 M AND A DE OF -4.5 FT.
 DU1980'
 DU1980'USGS BM 1915 A STANDARD USGS BRONZE DISK SET IN A LARGE BOULDER
 DU1980'0.67 FT HIGHER THAN STATION STAMPED VA 1915 ELEVATION 3789 FT.
 DU1980'
 DU1980'CONDITION OF ALL MARKS ARE EXCELLENT.
 DU1980'
 DU1980'HEIGHT OF TRIPOD 1.5 M AND VIEW IS CLEAR IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0667 ***********************************************************************
 DV0667  DESIGNATION -  LEE RM 1
 DV0667  PID         -  DV0667
 DV0667  STATE/COUNTY-  AZ/MARICOPA
 DV0667  USGS QUAD   -  PHOENIX (1982)
 DV0667
 DV0667                         *CURRENT SURVEY CONTROL
 DV0667  ___________________________________________________________________
 DV0667* NAD 83(1986)-  33 27 38.     (N)    112 00 39.     (W)     SCALED    
 DV0667* NAVD 88     -       346.42   (+/-2cm)    1136.5    (feet)  VERTCON   
 DV0667  ___________________________________________________________________
 DV0667  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0667
 DV0667.The horizontal coordinates were scaled from a topographic map and have
 DV0667.an estimated accuracy of +/- 6 seconds.
 DV0667
 DV0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0667.The vertical order pertains to the NGVD 29 superseded value.
 DV0667
 DV0667.The geoid height was determined by GEOID03.
 DV0667
 DV0667;                    North         East    Units  Estimated Accuracy
 DV0667;SPC AZ C     -   272,830.      204,610.      MT  (+/- 180 meters Scaled)
 DV0667
 DV0667                          SUPERSEDED SURVEY CONTROL
 DV0667
 DV0667  NGVD 29 (??/??/92)  345.774  (m)         1134.43   (f) ADJ UNCH    2 0
 DV0667
 DV0667.Superseded values are not recommended for survey control.
 DV0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0667.See file dsdata.txt to determine how the superseded data were derived.
 DV0667
 DV0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC060028(NAD 83)
 DV0667_MARKER: DR = REFERENCE MARK DISK
 DV0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0667_STAMPING: LEE NO 1 1963
 DV0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0667+STABILITY: SURFACE MOTION
 DV0667
 DV0667  HISTORY     - Date     Condition        Report By
 DV0667  HISTORY     - 1963     MONUMENTED       CGS
 DV0667
 DV0667                          STATION DESCRIPTION
 DV0667
 DV0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0667'IN PHOENIX.
 DV0667'0.35 MILE SOUTH ALONG NORTH 32ND STREET FROM THE INTERSECTION OF NORTH
 DV0667'32ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0667'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET, IN
 DV0667'A VACANT LOT NORTH OF THE STREET, 69.5 FEET NORTH-NORTHEAST OF
 DV0667'TRAVERSE STATION LEE, 170 FEET NORTH OF THE CENTER OF THE STREET, 7.5
 DV0667'FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 77.3 FEET
 DV0667'NORTH-NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV0667'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0665 ***********************************************************************
 DV0665  DESIGNATION -  LEE RM 2
 DV0665  PID         -  DV0665
 DV0665  STATE/COUNTY-  AZ/MARICOPA
 DV0665  USGS QUAD   -  PHOENIX (1982)
 DV0665
 DV0665                         *CURRENT SURVEY CONTROL
 DV0665  ___________________________________________________________________
 DV0665* NAD 83(1986)-  33 27 38.     (N)    112 00 39.     (W)     SCALED    
 DV0665* NAVD 88     -       346.24   (+/-2cm)    1136.0    (feet)  VERTCON   
 DV0665  ___________________________________________________________________
 DV0665  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0665
 DV0665.The horizontal coordinates were scaled from a topographic map and have
 DV0665.an estimated accuracy of +/- 6 seconds.
 DV0665
 DV0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0665.The vertical order pertains to the NGVD 29 superseded value.
 DV0665
 DV0665.The geoid height was determined by GEOID03.
 DV0665
 DV0665;                    North         East    Units  Estimated Accuracy
 DV0665;SPC AZ C     -   272,830.      204,610.      MT  (+/- 180 meters Scaled)
 DV0665
 DV0665                          SUPERSEDED SURVEY CONTROL
 DV0665
 DV0665  NGVD 29 (??/??/92)  345.590  (m)         1133.82   (f) ADJ UNCH    2 0
 DV0665
 DV0665.Superseded values are not recommended for survey control.
 DV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0665.See file dsdata.txt to determine how the superseded data were derived.
 DV0665
 DV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC060028(NAD 83)
 DV0665_MARKER: DR = REFERENCE MARK DISK
 DV0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0665_STAMPING: LEE NO 2 1963
 DV0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0665+STABILITY: SURFACE MOTION
 DV0665
 DV0665  HISTORY     - Date     Condition        Report By
 DV0665  HISTORY     - 1963     MONUMENTED       CGS
 DV0665
 DV0665                          STATION DESCRIPTION
 DV0665
 DV0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0665'IN PHOENIX.
 DV0665'0.35 MILE SOUTH ALONG NORTH 32ND STREET FROM THE INTERSECTION OF NORTH
 DV0665'32ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DV0665'0.10 MILE EAST ALONG EAST PORTLAND STREET TO THE END OF THE STREET, IN
 DV0665'A VACANT LOT NORTH OF THE STREET, 95.5 FEET SOUTH-SOUTHEAST OF
 DV0665'TRAVERSE STATION LEE, 9 FEET NORTH OF THE EXTENDED CENTER OF THE
 DV0665'STREET, 6 FEET EAST OF THE NORTH END OF A CONCRETE PIPE CULVERT, 1
 DV0665'FOOT WEST OF A FENCE, 87.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 DV0665'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0612 ***********************************************************************
 GP0612  DESIGNATION -  LEE WEST BASE
 GP0612  PID         -  GP0612
 GP0612  STATE/COUNTY-  AZ/COCONINO
 GP0612  USGS QUAD   -  LEES FERRY (1985)
 GP0612
 GP0612                         *CURRENT SURVEY CONTROL
 GP0612  ___________________________________________________________________
 GP0612* NAD 83(1992)-  36 52 25.89178(N)    111 34 27.13857(W)     ADJUSTED  
 GP0612* NAVD 88     -      1409.1    (meters)    4623.     (feet)  VERTCON   
 GP0612  ___________________________________________________________________
 GP0612  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GP0612  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GP0612  HORZ ORDER  -  THIRD
 GP0612
 GP0612.The horizontal coordinates were established by classical geodetic methods
 GP0612.and adjusted by the National Geodetic Survey in August 1993.
 GP0612
 GP0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0612
 GP0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0612
 GP0612.The geoid height was determined by GEOID03.
 GP0612
 GP0612;                    North         East     Units Scale Factor Converg.
 GP0612;SPC AZ C     -   651,527.547   243,890.350   MT  0.99991148   +0 12 19.8
 GP0612;SPC AZ C     - 2,137,557.57    800,165.19   iFT  0.99991148   +0 12 19.8
 GP0612;UTM  12      - 4,081,033.145   448,824.969   MT  0.99963226   -0 20 40.4
 GP0612
 GP0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0612!SPC AZ C     -   0.99978258  x   0.99991148  =   0.99969408
 GP0612!UTM  12      -   0.99978258  x   0.99963226  =   0.99941492
 GP0612
 GP0612|---------------------------------------------------------------------|
 GP0612| PID    Reference Object                     Distance      Geod. Az  |
 GP0612|                                                           dddmmss.s |
 GP0612| CH2658 LEE WEST BASE RM 1                    8.980 METERS 05848     |
 GP0612| GP0608 LEE EAST BASE                       241.702 METERS 07214     |
 GP0612| GP0606 CROWN                               APPROX. 0.7 KM 1673545.4 |
 GP0612| CH2659 LEE WEST BASE RM 2                    7.270 METERS 32945     |
 GP0612|---------------------------------------------------------------------|
 GP0612
 GP0612                          SUPERSEDED SURVEY CONTROL
 GP0612
 GP0612  NAD 83(1986)-  36 52 25.88637(N)    111 34 27.13924(W) AD(       ) 3
 GP0612  NAD 27      -  36 52 25.93100(N)    111 34 24.56600(W) AD(       ) 3
 GP0612  NGVD 29 (07/19/86) 1408.2    (m)         4620.     (f) VERT ANG    3  
 GP0612
 GP0612.Superseded values are not recommended for survey control.
 GP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0612.See file dsdata.txt to determine how the superseded data were derived.
 GP0612
 GP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4882581033(NAD 83)
 GP0612_MARKER: DS = TRIANGULATION STATION DISK
 GP0612_SETTING: 66 = SET IN ROCK OUTCROP
 GP0612
 GP0612  HISTORY     - Date     Condition        Report By
 GP0612  HISTORY     - 1947     MONUMENTED       CGS
 GP0612
 GP0612                          STATION DESCRIPTION
 GP0612
 GP0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0612'THE STATION IS LOCATED JUST NORTH OF THE HIGH BLUFFS ABOVE
 GP0612'LEES FERRY, AND AT A PROLONGATION OF THE RIVER.
 GP0612'
 GP0612'THE STATION IS A STANDARD DISK STAMPED LEE W BASE, SET IN
 GP0612'ROCK OUTCROP, FLUSH.  IT IS ABOUT 0.2 MILE NORTH OF THE
 GP0612'HIGHEST PART OF THE BLUFF, AND 100 YARDS WEST OF THE RIM.
 GP0612'
 GP0612'REFERENCE MARK NO 1 A DRILL HOLE IN ROCK OUTCROP, FLUSH.
 GP0612'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GP0612'
 GP0612'REFERENCE MARK NO 2 IS A DRILL HOLE IN ROCK OUTCROP, FLUSH.
 GP0612'IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 GP0612'
 GP0612'TO REACH THE STATION FROM LEES FERRY FOLLOW TRAIL UP THE
 GP0612'BLUFF TO THE TOP THEN FOLLOW TRAIL TO THE NORTH FOR ABOUT
 GP0612'0.2 MILE AND THE STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0528 ***********************************************************************
 GP0528  DESIGNATION -  LEES
 GP0528  PID         -  GP0528
 GP0528  STATE/COUNTY-  AZ/COCONINO
 GP0528  USGS QUAD   -  WATER POCKETS (1985)
 GP0528
 GP0528                         *CURRENT SURVEY CONTROL
 GP0528  ___________________________________________________________________
 GP0528* NAD 83(1992)-  36 53 26.61208(N)    111 39 28.40096(W)     ADJUSTED  
 GP0528* NAVD 88     -      1931.2    (meters)    6336.     (feet)  VERTCON   
 GP0528  ___________________________________________________________________
 GP0528  LAPLACE CORR-         -10.95  (seconds)                    DEFLEC99
 GP0528  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GP0528  HORZ ORDER  -  THIRD
 GP0528
 GP0528.The horizontal coordinates were established by classical geodetic methods
 GP0528.and adjusted by the National Geodetic Survey in August 1993.
 GP0528
 GP0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0528
 GP0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0528
 GP0528.The geoid height was determined by GEOID03.
 GP0528
 GP0528;                    North         East     Units Scale Factor Converg.
 GP0528;SPC AZ C     -   653,375.672   236,424.855   MT  0.99990655   +0 09 19.2
 GP0528;SPC AZ C     - 2,143,620.97    775,672.10   iFT  0.99990655   +0 09 19.2
 GP0528;UTM  12      - 4,082,952.348   441,379.587   MT  0.99964233   -0 23 41.8
 GP0528
 GP0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0528!SPC AZ C     -   0.99970065  x   0.99990655  =   0.99960723
 GP0528!UTM  12      -   0.99970065  x   0.99964233  =   0.99934308
 GP0528
 GP0528:                Primary Azimuth Mark                     Grid Az
 GP0528:SPC AZ C     -  PARIA                                    202 21 36.7
 GP0528:UTM  12      -  PARIA                                    202 54 37.7
 GP0528
 GP0528|---------------------------------------------------------------------|
 GP0528| PID    Reference Object                     Distance      Geod. Az  |
 GP0528|                                                           dddmmss.s |
 GP0528| GP0615 PARIA                               APPROX. 5.1 KM 2023055.9 |
 GP0528|---------------------------------------------------------------------|
 GP0528
 GP0528                          SUPERSEDED SURVEY CONTROL
 GP0528
 GP0528  NAD 83(1986)-  36 53 26.60691(N)    111 39 28.39922(W) AD(       ) 3
 GP0528  NGVD 29 (05/08/89) 1930.3    (m)         6333.     (f) VERT ANG    3  
 GP0528
 GP0528.Superseded values are not recommended for survey control.
 GP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0528.See file dsdata.txt to determine how the superseded data were derived.
 GP0528
 GP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4138082952(NAD 83)
 GP0528_MARKER: DD = SURVEY DISK
 GP0528_SETTING: 66 = SET IN ROCK OUTCROP
 GP0528_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0528+STABILITY: POSITION/ELEVATION WELL
 GP0528
 GP0528  HISTORY     - Date     Condition        Report By
 GP0528  HISTORY     - 1954     MONUMENTED       USGS
 GP0528
 GP0528                          STATION DESCRIPTION
 GP0528
 GP0528'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0528'LOCATED ABOUT 6 MI NNW. OF NAVAJO BRIDGE, 4 MI NW. OF LEES FERRY.
 GP0528'ON MOST EASTERLY POINT OF PARIA PLATEAU, ON HIGHEST POINT OF
 GP0528'LARGE, PINNACLE-TYPE, SANDSTONE OUTCROP.
 GP0528'
 GP0528'REACHED BY HELICOPTER.
 GP0528'
 GP0528'STATION MARK--STANDARD TABLET STAMPED---LEES 1954---, CEMENTED IN
 GP0528'DRILL HOLE.
 GP0528'
 GP0528'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0603 ***********************************************************************
 GP0603  DESIGNATION -  LEES FERRY
 GP0603  PID         -  GP0603
 GP0603  STATE/COUNTY-  AZ/COCONINO
 GP0603  USGS QUAD   -  LEES FERRY (1985)
 GP0603
 GP0603                         *CURRENT SURVEY CONTROL
 GP0603  ___________________________________________________________________
 GP0603* NAD 83(1992)-  36 51 58.25185(N)    111 34 52.50784(W)     ADJUSTED  
 GP0603* NAVD 88     -       961.3    (meters)    3154.     (feet)  VERTCON   
 GP0603  ___________________________________________________________________
 GP0603  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GP0603  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0603  HORZ ORDER  -  THIRD
 GP0603
 GP0603.The horizontal coordinates were established by classical geodetic methods
 GP0603.and adjusted by the National Geodetic Survey in August 1993.
 GP0603
 GP0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0603
 GP0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0603
 GP0603.The geoid height was determined by GEOID03.
 GP0603
 GP0603;                    North         East     Units Scale Factor Converg.
 GP0603;SPC AZ C     -   650,673.357   243,265.101   MT  0.99991101   +0 12 04.4
 GP0603;SPC AZ C     - 2,134,755.11    798,113.85   iFT  0.99991101   +0 12 04.4
 GP0603;UTM  12      - 4,080,185.233   448,191.725   MT  0.99963307   -0 20 55.4
 GP0603
 GP0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0603!SPC AZ C     -   0.99985283  x   0.99991101  =   0.99976385
 GP0603!UTM  12      -   0.99985283  x   0.99963307  =   0.99948596
 GP0603
 GP0603|---------------------------------------------------------------------|
 GP0603| PID    Reference Object                     Distance      Geod. Az  |
 GP0603|                                                           dddmmss.s |
 GP0603| CH2661 LEES FERRY RM 1                      19.340 METERS 07415     |
 GP0603| CH2660 LEES FERRY AZ MK                                   2712559.2 |
 GP0603| CH2662 LEES FERRY RM 2                       3.287 METERS 32821     |
 GP0603|---------------------------------------------------------------------|
 GP0603
 GP0603                          SUPERSEDED SURVEY CONTROL
 GP0603
 GP0603  NAD 83(1986)-  36 51 58.24750(N)    111 34 52.50688(W) AD(       ) 3
 GP0603  NAD 27      -  36 51 58.29000(N)    111 34 49.92500(W) AD(       ) 3
 GP0603  NGVD 29 (07/19/86)  960.4    (m)         3151.     (f) VERT ANG    3  
 GP0603
 GP0603.Superseded values are not recommended for survey control.
 GP0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0603.See file dsdata.txt to determine how the superseded data were derived.
 GP0603
 GP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4819280185(NAD 83)
 GP0603_MARKER: DS = TRIANGULATION STATION DISK
 GP0603_SETTING: 66 = SET IN ROCK OUTCROP
 GP0603
 GP0603  HISTORY     - Date     Condition        Report By
 GP0603  HISTORY     - 1947     MONUMENTED       CGS
 GP0603
 GP0603                          STATION DESCRIPTION
 GP0603
 GP0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0603'THE STATION IS LOCATED ABOUT 5 MILES DOWN THE RIVER FROM THE
 GP0603'NAVAJO BRIDGE, 0.2 MILE UP STREAM FROM LEES FERRY CROSSING
 GP0603'AND ON THE NORTH BANK OF THE COLORADO RIVER.
 GP0603'
 GP0603'THE MARK IS A STANDARD DISK STAMPED LEES FERRY 1947, SET IN
 GP0603'OUTCROP, FLUSH.  IT IS ABOUT 70 METERS NORTH OF THE RIVER,
 GP0603'200 METERS SOUTH OF THE RED BLUFF, 10 METERS SOUTH OF THE
 GP0603'TRACK ROAD LEADING FROM THE FERRY TO THE HIGHWAY, AND ON A
 GP0603'SMALL SANDSTONE KNOLL.
 GP0603'
 GP0603'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED LEES FERRY
 GP0603'NO 1 1947, SET IN A LARGE RED BOULDER 10 BY 12 FEET AND ABOUT
 GP0603'10 FEET HIGH, 3 FEET NORTH OF THE SOUTH EDGE OF THE BOULDER,
 GP0603'AND 2 FEET EAST OF THE WEST EDGE, ABOUT 3 FEET HIGHER THAN
 GP0603'THE STATION.
 GP0603'
 GP0603'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEES FERRY 1947,
 GP0603'SET IN ROCK, FLUSH.  IT IS 200 METERS NORTH OF THE COLORADO
 GP0603'RIVER, 200 FEET UP THE WEST BANK OF THE PARIA RIVER, 100 FEET
 GP0603'WEST OF THE TRACK ROAD, AND ABOUT 30 FEET HIGHER THAN THE ROAD,
 GP0603'200 FEET FROM THE TOP OF THE HILL AND ABOUT 30 FEET LOWER THAN.
 GP0603'
 GP0603'TO REACH FROM THE STATION FOLLOW THE ROAD TOWARD MARBLE CANYON
 GP0603'FOR 1/2 MILE AND THE MARK ON THE RIGHT (WEST) JUST AFTER
 GP0603'CROSSING A CULVERT AND JUST BEFORE ROUNDING A BLUFF.
 GP0603'
 GP0603'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED LEES FERRY
 GP0603'NO 2 1947, SET IN OUTCROP, FLUSH.  IT IS 15 FEET SOUTH OF THE
 GP0603'CENTER OF THE ROAD, AND 3 FEET LOWER THAN THE STATION, AND
 GP0603'ON THE SAME BUTTE AS THE STATION.
 GP0603'
 GP0603'BM M-7 IS A STANDARD DISK STAMPED M-7 1921, 3147.684 FT.,
 GP0603'SET IN A BOULDER FLUSH.  IT IS 0.1 MILE DOWN STREAM FROM THE
 GP0603'FERRY, 300 METERS NORTHEAST OF THE RIVER, 13 METERS WEST OF A
 GP0603'LOG CABIN, 10 METERS EAST OF A LOG HUT, AND 1 METER SOUTH OF A
 GP0603'SMALL CAIRN WITH A PIPE STICKING OUT THE TOP.
 GP0603'
 GP0603'TO REACH THE STATION FROM THE WEST END OF THE NAVAJO BRIDGE
 GP0603'GO WEST AND SOUTH FOR 1.0 MILE TO A TEXACO STATION ON THE
 GP0603'RIGHT.  TURN RIGHT (NORTH) JUST EAST OF THE STATION AND FOLLOW
 GP0603'TRACK ROAD FOR 6.3 MILES TO A POINT 0.2 MILES UP STREAM FROM
 GP0603'THE FERRY AND THE STATION ON A KNOLL ON THE RIGHT, AS DESCRIBED
 GP0603'ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0931 ***********************************************************************
 DU0931  DESIGNATION -  LEHI AZ MK
 DU0931  PID         -  DU0931
 DU0931  STATE/COUNTY-  AZ/MARICOPA
 DU0931  USGS QUAD   -  MESA (1982)
 DU0931
 DU0931                         *CURRENT SURVEY CONTROL
 DU0931  ___________________________________________________________________
 DU0931* NAD 83(1986)-  33 27 55.     (N)    111 50 55.     (W)     SCALED    
 DU0931* NAVD 88     -       372.20   (+/-2cm)    1221.1    (feet)  VERTCON   
 DU0931  ___________________________________________________________________
 DU0931  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0931
 DU0931.The horizontal coordinates were scaled from a topographic map and have
 DU0931.an estimated accuracy of +/- 6 seconds.
 DU0931
 DU0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0931.The vertical order pertains to the NGVD 29 superseded value.
 DU0931
 DU0931.The geoid height was determined by GEOID03.
 DU0931
 DU0931;                    North         East    Units  Estimated Accuracy
 DU0931;SPC AZ C     -   273,350.      219,690.      MT  (+/- 180 meters Scaled)
 DU0931
 DU0931                          SUPERSEDED SURVEY CONTROL
 DU0931
 DU0931  NGVD 29 (??/??/92)  371.626  (m)         1219.24   (f) ADJ UNCH    2 0
 DU0931
 DU0931.Superseded values are not recommended for survey control.
 DU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0931.See file dsdata.txt to determine how the superseded data were derived.
 DU0931
 DU0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC211031(NAD 83)
 DU0931_MARKER: DZ = AZIMUTH MARK DISK
 DU0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0931_SP_SET: RETAINING WALL
 DU0931_STAMPING: LEHI 1963
 DU0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0931
 DU0931  HISTORY     - Date     Condition        Report By
 DU0931  HISTORY     - 1963     MONUMENTED       CGS
 DU0931  HISTORY     - 1970     GOOD             NGS
 DU0931  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0931
 DU0931                          STATION DESCRIPTION
 DU0931
 DU0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0931'4.5 MI E FROM SCOTTSDALE.
 DU0931'4.5 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0931'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE ENTRANCE TO A
 DU0931'GOLF DRIVING RANGE SOUTH OF THE ROAD, SET IN TOP OF THE WEST END OF
 DU0931'THE SOUTH RETAINING WALL OF AN IRRIGATION DITCH, 44 FEET SOUTH OF THE
 DU0931'CENTER OF EAST MCDOWELL ROAD, 45 FEET WEST OF THE CENTER OF ENTRANCE
 DU0931'TO THE GOLF DRIVING RANGE, 16 FEET WEST OF THE NORTHWEST CORNER OF AN
 DU0931'IRRIGATION CONTROL BOX, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 DU0931
 DU0931                          STATION RECOVERY (1970)
 DU0931
 DU0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0931'RECOVERED IN GOOD CONDITION.
 DU0931
 DU0931                          STATION RECOVERY (2006)
 DU0931
 DU0931'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0931'THE DESCRIBED AREA IS NOW A PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0506 ***********************************************************************
 CY0506  DESIGNATION -  LENA 2
 CY0506  PID         -  CY0506
 CY0506  STATE/COUNTY-  AZ/COCHISE
 CY0506  USGS QUAD   -  RAILROAD PASS (1979)
 CY0506
 CY0506                         *CURRENT SURVEY CONTROL
 CY0506  ___________________________________________________________________
 CY0506* NAD 83(1992)-  32 21 11.07200(N)    109 43 14.25823(W)     NO CHECK  
 CY0506* NAVD 88     -      1333.744  (meters)    4375.79   (feet)  ADJUSTED  
 CY0506  ___________________________________________________________________
 CY0506  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CY0506  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0506  DYNAMIC HT  -        1331.752 (meters)    4369.26  (feet)  COMP
 CY0506  MODELED GRAV-     979,098.8   (mgal)                       NAVD 88
 CY0506
 CY0506  HORZ ORDER  -  THIRD
 CY0506  VERT ORDER  -  FIRST     CLASS II
 CY0506
 CY0506.The horizontal coordinates were established by classical geodetic methods
 CY0506.and adjusted by the National Geodetic Survey in August 1993.
 CY0506.No horizontal observational check was made to the station.
 CY0506
 CY0506.The orthometric height was determined by differential leveling
 CY0506.and adjusted in June 1991.
 CY0506
 CY0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0506
 CY0506.The geoid height was determined by GEOID03.
 CY0506
 CY0506.The dynamic height is computed by dividing the NAVD 88
 CY0506.geopotential number by the normal gravity value computed on the
 CY0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0506.degrees latitude (g = 980.6199 gals.).
 CY0506
 CY0506.The modeled gravity was interpolated from observed gravity values.
 CY0506
 CY0506;                    North         East     Units Scale Factor Converg.
 CY0506;SPC AZ E     -   150,103.070   255,341.333   MT  0.99992173   +0 14 19.3
 CY0506;SPC AZ E     -   492,464.14    837,734.03   iFT  0.99992173   +0 14 19.3
 CY0506;UTM  12      - 3,580,291.856   620,382.523   MT  0.99977871   +0 41 05.0
 CY0506
 CY0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0506!SPC AZ E     -   0.99979483  x   0.99992173  =   0.99971658
 CY0506!UTM  12      -   0.99979483  x   0.99977871  =   0.99957359
 CY0506
 CY0506:                Primary Azimuth Mark                     Grid Az
 CY0506:SPC AZ E     -  EXIT 3                                   079 23 01.9
 CY0506:UTM  12      -  EXIT 3                                   078 56 16.2
 CY0506
 CY0506|---------------------------------------------------------------------|
 CY0506| PID    Reference Object                     Distance      Geod. Az  |
 CY0506|                                                           dddmmss.s |
 CY0506| CY0518 EXIT 3                              APPROX. 3.7 KM 0793721.2 |
 CY0506| CY0505 LENA                                 26.515 METERS 17134     |
 CY0506| CY0616 LENA 2 RM 4                           8.479 METERS 23352     |
 CY0506| CY0617 LENA 2 RM 3                           7.941 METERS 32517     |
 CY0506|---------------------------------------------------------------------|
 CY0506
 CY0506                          SUPERSEDED SURVEY CONTROL
 CY0506
 CY0506  NAD 83(1986)-  32 21 11.06686(N)    109 43 14.25566(W) AD(       ) 3
 CY0506  NAD 27      -  32 21 10.80640(N)    109 43 12.00977(W) AD(       ) 3
 CY0506  NGVD 29 (07/19/86) 1332.91   (m)         4373.1    (f) LEVELING    3  
 CY0506
 CY0506.Superseded values are not recommended for survey control.
 CY0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0506.See file dsdata.txt to determine how the superseded data were derived.
 CY0506
 CY0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2038380292(NAD 83)
 CY0506_MARKER: DS = TRIANGULATION STATION DISK
 CY0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0506_STAMPING: LENA 2 1974
 CY0506_PROJECTION: PROJECTING 1 CENTIMETERS
 CY0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0506+STABILITY: SURFACE MOTION
 CY0506
 CY0506  HISTORY     - Date     Condition        Report By
 CY0506  HISTORY     - 1974     MONUMENTED       NGS
 CY0506  HISTORY     - 1974     GOOD             NGS
 CY0506  HISTORY     - 1979     GOOD             NGS
 CY0506  HISTORY     - 1983     GOOD             AZDT
 CY0506
 CY0506                          STATION DESCRIPTION
 CY0506
 CY0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CY0506'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CUT-BANK ALONG THE
 CY0506'NORTH RIGHT OF WAY OF INTERSTATE HIGHWAY 10, 9-1/2 MILES NORTHEAST
 CY0506'OF WILLCOX AND 14 MILES WEST OF BOWIE.
 CY0506'
 CY0506'THE STATION MARK IS A STANDARD DISK STAMPED, LENA 2 1974.  IT IS SET
 CY0506'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 CY0506'IS 44 PACES SOUTH OF A TELEPHONE LINE, 30 FEET NORTH OF THE NEW
 CY0506'RIGHT OF WAY FENCE LINE AND 7 FEET SOUTH OF THE WITNESS POST.
 CY0506'
 CY0506'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, LENA 2 NO 3 1974.  IT IS
 CY0506'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 CY0506'IT IS 56 FEET NORTH OF THE RIGHT OF WAY FENCE LINE AND 22 FEET NORTH
 CY0506'OF THE WITNESS POST.
 CY0506'
 CY0506'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, LENA 2 NO 4 1974.  IT IS
 CY0506'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
 CY0506'IT IS 32 FEET SOUTHWEST OF THE WITNESS POST AND 19 FEET NORTH OF
 CY0506'THE RIGHT OF WAY FENCE LINE.
 CY0506'
 CY0506'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY0506'ALONG HASKELL STREET FOR 4.2 MILES TO THE ENTRANCE TO INTERSTATE
 CY0506'HIGHWAY 10.  ENTER THE EAST BOUND LANE AND GO NORTHEAST FOR 4.7
 CY0506'MILES TO THE STATION ON THE LEFT.  THIS IS 2.0 MILES WEST OF THE
 CY0506'JUNCTION OF U.S. HIGHWAY 666.
 CY0506'
 CY0506'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY0506
 CY0506                          STATION RECOVERY (1974)
 CY0506
 CY0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CY0506'8.9 MI NE FROM WILLCOX.
 CY0506'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0506'TO INTERSTATE HIGHWAY 10, THENCE 4.7 MILES NORTHEAST ALONG I-10 TO THE
 CY0506'MARK ON THE NORTH SIDE OF THE HIGHWAY.  44 PACES SOUTH OF A POWER
 CY0506'LINE, 30 FEET NORTH OF THE NEW RIGHT OF WAY FENCE LINE AND 7 FEET
 CY0506'SOUTH OF THE WITNESS POST.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 CY0506'WHICH PROJECTS 3 INCHES.
 CY0506
 CY0506                          STATION RECOVERY (1979)
 CY0506
 CY0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0506'15.3 KILOMETERS (9.5 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0506'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.1 MILE) EAST
 CY0506'OF MILE POST 350, SET ON TOP OF THE NORTH CUT FOR THE HIGHWAY, 39.8
 CY0506'METERS (130.7 FEET) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES,
 CY0506'54.3 METERS (178 FEET) SOUTHEAST OF TELEPHONE POLE 7610 WITH A GUY
 CY0506'WIRE AND SPUR LINE RUNNING NORTH, 48.3 METERS (158 FEET) WEST OF A
 CY0506'BRACED ANGLE IRON FENCE POST IN THE RIGHT-OF-WAY FENCE LINE, 35.1
 CY0506'METERS (115 FEET) SOUTHWEST OF TELEPHONE POLE 9 AND 9.3 METERS (30.7
 CY0506'FEET) NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0506'THE MARK IS 1.6 METERS  W FROM A WITNESS POST.
 CY0506'THE MARK IS 5 M ABOVE THE HIGHWAY.
 CY0506
 CY0506                          STATION RECOVERY (1983)
 CY0506
 CY0506'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0506'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1974.
 CY0506'THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0617 ***********************************************************************
 CY0617  DESIGNATION -  LENA 2 RM 3
 CY0617  PID         -  CY0617
 CY0617  STATE/COUNTY-  AZ/COCHISE
 CY0617  USGS QUAD   -  RAILROAD PASS (1979)
 CY0617
 CY0617                         *CURRENT SURVEY CONTROL
 CY0617  ___________________________________________________________________
 CY0617* NAD 83(1992)-  32 21 11.28380(N)    109 43 14.43113(W)     NO CHECK  
 CY0617* NAVD 88     -      1333.939  (meters)    4376.43   (feet)  ADJUSTED  
 CY0617  ___________________________________________________________________
 CY0617  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CY0617  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0617  DYNAMIC HT  -        1331.947 (meters)    4369.90  (feet)  COMP
 CY0617  MODELED GRAV-     979,099.0   (mgal)                       NAVD 88
 CY0617
 CY0617  HORZ ORDER  -  THIRD
 CY0617  VERT ORDER  -  FIRST     CLASS II
 CY0617
 CY0617.The horizontal coordinates were established by classical geodetic methods
 CY0617.and adjusted by the National Geodetic Survey in August 1993.
 CY0617.No horizontal observational check was made to the station.
 CY0617
 CY0617.The orthometric height was determined by differential leveling
 CY0617.and adjusted in June 1991.
 CY0617
 CY0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0617
 CY0617.The geoid height was determined by GEOID03.
 CY0617
 CY0617.The dynamic height is computed by dividing the NAVD 88
 CY0617.geopotential number by the normal gravity value computed on the
 CY0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0617.degrees latitude (g = 980.6199 gals.).
 CY0617
 CY0617.The modeled gravity was interpolated from observed gravity values.
 CY0617
 CY0617;                    North         East     Units Scale Factor Converg.
 CY0617;SPC AZ E     -   150,109.574   255,336.786   MT  0.99992172   +0 14 19.2
 CY0617;SPC AZ E     -   492,485.48    837,719.11   iFT  0.99992172   +0 14 19.2
 CY0617;UTM  12      - 3,580,298.324   620,377.926   MT  0.99977870   +0 41 04.9
 CY0617
 CY0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0617!SPC AZ E     -   0.99979480  x   0.99992172  =   0.99971654
 CY0617!UTM  12      -   0.99979480  x   0.99977870  =   0.99957355
 CY0617
 CY0617                          SUPERSEDED SURVEY CONTROL
 CY0617
 CY0617  NAD 83(1986)-  32 21 11.27874(N)    109 43 14.42863(W) AD(       ) 3
 CY0617  NGVD 29 (07/20/88) 1333.15   (m)         4373.8    (f) LEVELING    3  
 CY0617
 CY0617.Superseded values are not recommended for survey control.
 CY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0617.See file dsdata.txt to determine how the superseded data were derived.
 CY0617
 CY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2037880298(NAD 83)
 CY0617_MARKER: DR = REFERENCE MARK DISK
 CY0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0617_SP_SET: CONCRETE POST
 CY0617_STAMPING: LENA 2 NO 3 1974
 CY0617_PROJECTION: PROJECTING 1 CENTIMETERS
 CY0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0617+STABILITY: SURFACE MOTION
 CY0617
 CY0617  HISTORY     - Date     Condition        Report By
 CY0617  HISTORY     - 1974     MONUMENTED       NGS
 CY0617  HISTORY     - 1979     GOOD             NGS
 CY0617
 CY0617                          STATION DESCRIPTION
 CY0617
 CY0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0617'15.3 KM NE FROM WILLCOX.
 CY0617'15.3 KILOMETERS (9.5 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0617'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0617'EAST OF HIGHWAY MILE POST 350, SET ON TOP OF THE NORTH CUT FOR THE
 CY0617'HIGHWAY, 37.2 METERS (155 FEET) NORTH OF THE CENTERLINE OF THE
 CY0617'WESTBOUND LANES, 46.6 METERS (153 FEET) SOUTHEAST OF TELEPHONE POLE
 CY0617'7610 WITH A GUY WIRE AND SPUR LINE RUNNING NORTH, 30.5 METERS (100
 CY0617'FEE) SOUTHWEST OF TELEPHONE POLE 9, 16.6 METERS (54.7 FEET) NORTH
 CY0617'OF THE RIGHT-OF-WAY FENCE AND 7.9 METERS (26 FEET) NORTHWEST OF THE
 CY0617'STATION.  THIS IS THE ORIGINAL MARK RESET WITH NO 3 AND 1974
 CY0617'STAMPED OVER NO 2 AND 1960.
 CY0617'THE MARK IS 6.4 METERS  NW FROM A WITNESS POST.
 CY0617'THE MARK IS 5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0616 ***********************************************************************
 CY0616  DESIGNATION -  LENA 2 RM 4
 CY0616  PID         -  CY0616
 CY0616  STATE/COUNTY-  AZ/COCHISE
 CY0616  USGS QUAD   -  RAILROAD PASS (1979)
 CY0616
 CY0616                         *CURRENT SURVEY CONTROL
 CY0616  ___________________________________________________________________
 CY0616* NAD 83(1992)-  32 21 10.90973(N)    109 43 14.52006(W)     NO CHECK  
 CY0616* NAVD 88     -      1334.047  (meters)    4376.79   (feet)  ADJUSTED  
 CY0616  ___________________________________________________________________
 CY0616  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CY0616  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0616  DYNAMIC HT  -        1332.055 (meters)    4370.25  (feet)  COMP
 CY0616  MODELED GRAV-     979,099.0   (mgal)                       NAVD 88
 CY0616
 CY0616  HORZ ORDER  -  THIRD
 CY0616  VERT ORDER  -  FIRST     CLASS II
 CY0616
 CY0616.The horizontal coordinates were established by classical geodetic methods
 CY0616.and adjusted by the National Geodetic Survey in August 1993.
 CY0616.No horizontal observational check was made to the station.
 CY0616
 CY0616.The orthometric height was determined by differential leveling
 CY0616.and adjusted in June 1991.
 CY0616
 CY0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0616
 CY0616.The geoid height was determined by GEOID03.
 CY0616
 CY0616.The dynamic height is computed by dividing the NAVD 88
 CY0616.geopotential number by the normal gravity value computed on the
 CY0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0616.degrees latitude (g = 980.6199 gals.).
 CY0616
 CY0616.The modeled gravity was interpolated from observed gravity values.
 CY0616
 CY0616;                    North         East     Units Scale Factor Converg.
 CY0616;SPC AZ E     -   150,098.043   255,334.509   MT  0.99992172   +0 14 19.2
 CY0616;SPC AZ E     -   492,447.65    837,711.64   iFT  0.99992172   +0 14 19.2
 CY0616;UTM  12      - 3,580,286.777   620,375.739   MT  0.99977869   +0 41 04.8
 CY0616
 CY0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0616!SPC AZ E     -   0.99979478  x   0.99992172  =   0.99971652
 CY0616!UTM  12      -   0.99979478  x   0.99977869  =   0.99957352
 CY0616
 CY0616                          SUPERSEDED SURVEY CONTROL
 CY0616
 CY0616  NAD 83(1986)-  32 21 10.90457(N)    109 43 14.51757(W) AD(       ) 3
 CY0616  NGVD 29 (07/20/88) 1333.26   (m)         4374.2    (f) LEVELING    3  
 CY0616
 CY0616.Superseded values are not recommended for survey control.
 CY0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0616.See file dsdata.txt to determine how the superseded data were derived.
 CY0616
 CY0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2037680287(NAD 83)
 CY0616_MARKER: DR = REFERENCE MARK DISK
 CY0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0616_SP_SET: CONCRETE POST
 CY0616_STAMPING: LENA 2 NO 4 1974
 CY0616_PROJECTION: PROJECTING 20 CENTIMETERS
 CY0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0616+STABILITY: SURFACE MOTION
 CY0616
 CY0616  HISTORY     - Date     Condition        Report By
 CY0616  HISTORY     - 1974     MONUMENTED       NGS
 CY0616  HISTORY     - 1979     GOOD             NGS
 CY0616
 CY0616                          STATION DESCRIPTION
 CY0616
 CY0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0616'15.3 KM NE FROM WILLCOX.
 CY0616'15.3 KILOMETERS (9.5 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0616'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0616'EAST OF MILE POST 350, SET ON TOP OF THE NORTH CUT FOR THE HIGHWAY,
 CY0616'36.4 METERS (119 FEET) NORTH OF THE CENTERLINE OF THE WESTBOUND
 CY0616'LANES, 54.3 METERS (178 FEET) SOUTHEAST OF TELEPHONE POLE 7610 WITH
 CY0616'A GUY WIRE AND SPUR LINE RUNNING NORTH, 42.1 METERS (138 FEET)
 CY0616'SOUTHWEST OF TELEPHONE POLE 9, 8.5 METERS (28 FEET) SOUTHWEST OF THE
 CY0616'STATION AND 5.8 METERS (19.2 FEET) NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0616'THIS IS THE ORIGINAL MARK WITH THE NEW DATE AND RM NUMBER STAMPED
 CY0616'OVER THE OLD.
 CY0616'THE MARK IS 9.2 METERS  SW FROM A WITNESS POST.
 CY0616'THE MARK IS 5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1101 ***********************************************************************
 CG1101  DESIGNATION -  LEON
 CG1101  PID         -  CG1101
 CG1101  STATE/COUNTY-  AZ/PIMA
 CG1101  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG1101
 CG1101                         *CURRENT SURVEY CONTROL
 CG1101  ___________________________________________________________________
 CG1101* NAD 83(1992)-  31 55 42.96706(N)    111 28 48.38203(W)     ADJUSTED  
 CG1101* NAVD 88     -      1012.05   (+/-2cm)    3320.4    (feet)  VERTCON   
 CG1101  ___________________________________________________________________
 CG1101  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CG1101  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CG1101  HORZ ORDER  -  SECOND
 CG1101  VERT ORDER  -  THIRD ? (See Below)
 CG1101
 CG1101.The horizontal coordinates were established by classical geodetic methods
 CG1101.and adjusted by the National Geodetic Survey in August 1993.
 CG1101
 CG1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1101.The vertical order pertains to the NGVD 29 superseded value.
 CG1101
 CG1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1101
 CG1101.The geoid height was determined by GEOID03.
 CG1101
 CG1101;                    North         East     Units Scale Factor Converg.
 CG1101;SPC AZ C     -   103,033.931   254,639.961   MT  0.99992101   +0 13 51.2
 CG1101;SPC AZ C     -   338,037.83    835,432.94   iFT  0.99992101   +0 13 51.2
 CG1101;UTM  12      - 3,532,622.366   454,616.069   MT  0.99962540   -0 15 14.1
 CG1101
 CG1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1101!SPC AZ C     -   0.99984583  x   0.99992101  =   0.99976685
 CG1101!UTM  12      -   0.99984583  x   0.99962540  =   0.99947129
 CG1101
 CG1101:                Primary Azimuth Mark                     Grid Az
 CG1101:SPC AZ C     -  LEON AZ MK                               038 24 49.1
 CG1101:UTM  12      -  LEON AZ MK                               038 53 54.4
 CG1101
 CG1101|---------------------------------------------------------------------|
 CG1101| PID    Reference Object                     Distance      Geod. Az  |
 CG1101|                                                           dddmmss.s |
 CG1101| CH5841 LEON AZ MK                                         0383840.3 |
 CG1101| CH5842 LEON RM 1                            16.250 METERS 11638     |
 CG1101| CG1102 PALO ALTO RANCH WATER TANK          APPROX. 9.7 KM 1221654.1 |
 CG1101| CH5843 LEON RM 2                            17.678 METERS 20737     |
 CG1101|---------------------------------------------------------------------|
 CG1101
 CG1101                          SUPERSEDED SURVEY CONTROL
 CG1101
 CG1101  NAD 83(1986)-  31 55 42.96212(N)    111 28 48.37978(W) AD(       ) 2
 CG1101  NAD 27      -  31 55 42.67900(N)    111 28 46.01000(W) AD(       ) 2
 CG1101  NGVD 29 (07/19/86) 1011.30   (m)         3317.9    (f) LEVELING    3  
 CG1101
 CG1101.Superseded values are not recommended for survey control.
 CG1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1101.See file dsdata.txt to determine how the superseded data were derived.
 CG1101
 CG1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA5461632622(NAD 83)
 CG1101_MARKER: DS = TRIANGULATION STATION DISK
 CG1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1101
 CG1101  HISTORY     - Date     Condition        Report By
 CG1101  HISTORY     - 1936     MONUMENTED       CGS
 CG1101  HISTORY     - 1962     GOOD             CGS
 CG1101  HISTORY     - 1979     GOOD             AZDT
 CG1101
 CG1101                          STATION DESCRIPTION
 CG1101
 CG1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1101'ON A GRASSY BRUSHY BENCH ON THE EAST SIDE OF BABQUIVARI MOUNTAIN,
 CG1101'8 MILES SOUTHWEST OF THE KING RANCH HOUSE, 7 MILES NORTHWEST
 CG1101'OF THE PALO ALTO RANCH HOUSE, 13 MILES, AIR LINE, SOUTHWEST OF
 CG1101'ROBLES JUNCTION, AND ABOUT 38 MILES SOUTHWEST OF TUCSON.  MARKED
 CG1101'BY STANDARD BRONZE DISKS.
 CG1101'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1101'IS 33 FEET EAST OF THE ROAD AND 16.245 METERS (53.30 FEET)
 CG1101'FROM STATION S 63 DEG 21 MIN E. REFERENCE MARK NO. 2,
 CG1101'A STANDARD BRONZE REFERENCE DISK, IS 15 FEET WEST OF
 CG1101'THE ROAD AND 17.670 METERS (57.97 FEET) FROM STATION S 27 DEG
 CG1101'35 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 CG1101'IS 15 FEET WEST OF THE NORTH AND SOUTH ROAD AND 0.3 MILE
 CG1101'FROM STATION N 38 DEG 39 MIN E.
 CG1101
 CG1101                          STATION RECOVERY (1962)
 CG1101
 CG1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG1101'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 CG1101'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK
 CG1101'SHOWED SIGNS OF BEING DISTURBED BUT THE HORIZONTAL DISTANCE WAS
 CG1101'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 CG1101'
 CG1101'THE STATION IS 38 MILES SOUTHWEST OF TUCSON, 8 MILES SOUTHWEST OF
 CG1101'THE KING RANCH, 7 MILES NORTHWEST OF THE PALO ALTO RANCH, IN SEC.
 CG1101'24--T. 17 S., R. 8 E. ON PROPERTY OWNED BY MR. JOHN F. KING.
 CG1101'
 CG1101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 286
 CG1101'AT ROBLES JUNCTION (22 MILES SOUTHWEST OF TUCSON), GO SOUTH
 CG1101'ON STATE HIGHWAY 286 FOR 5.8 MILES TO A SIDE ROAD LEFT.  CONTINUE
 CG1101'STRAIGHT AHEAD, AND GO SOUTH FOR 2.3 MILES TO A SIDE RAOD RIGHT.
 CG1101'TURN RIGHT, AND GO WEST ON A GRADED ROAD FOR 0.45 MILE TO THE
 CG1101'KING RANCH HOUSE ON THE LEFT.  TURN RIGHT AND GO NORTHWEST 0.1
 CG1101'MILE TO A BOARD GATE JUST EAST OF A LOADING CHUTE.  PASS THROUGH
 CG1101'THE GATE, THENCE TURN LEFT FOR 30 PACES TO A WIRE GATE.  PASS
 CG1101'THROUGH THE WIRE GATE AND GO 30 PACES TO ANOTHER GATE.  PASS
 CG1101'THROUGH THE GATE AND GO SOUTHWEST ON A TRACK ROAD FOR 0.15
 CG1101'MILE TO A GATE.  PASS THROUGH THE GATE AND GO WEST ON A TRACK
 CG1101'ROAD FOR 0.4 MILE TO A FORK JUST AFTER CROSSING BRAWLEY WASH.
 CG1101'TAKE THE LEFT FORK AND GO WEST FOR 0.4 MILE TO A FORK.  TAKE
 CG1101'THE LEFT FORK AND GO SOUTHWEST ON A TRACK ROAD 0.1 MILE TO A
 CG1101'FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON THE MAIN
 CG1101'TRAVELED ROAD FOR 5.2 MILES TO A FORK.  TAKE THE LEFT FORK AND
 CG1101'GO 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT ABOUT 50 PACES
 CG1101'BEFORE REACHING A REVERSE Y.  CONTINUE STRAIGHT AHEAD AND GO
 CG1101'SOUTHWEST FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CG1101'GO SOUTHWEST FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 CG1101'DESCRIBED.
 CG1101'
 CG1101'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CG1101'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES AND IS STAMPED
 CG1101'LEON 1936.  IT IS 12 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD
 CG1101'AND 2 FEET WEST OF A METAL WITNESS POST.
 CG1101'
 CG1101'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CG1101'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES AND IS STAMPED
 CG1101'LEON NO 1 1936.  IT IS 51.6 FEET SOUTHEAST OF A METAL WITNESS POST
 CG1101'AND 41 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 CG1101'
 CG1101'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CG1101'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND IS STAMPED
 CG1101'LEON NO 2 1936.  IT IS 60 FEET SOUTHWEST OF A METAL WITNESS POST
 CG1101'AND 9 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD.
 CG1101'
 CG1101'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CG1101'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES AND IS STAMPED
 CG1101'LEON 1936.  IT IS 33 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD
 CG1101'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 CG1101
 CG1101                          STATION RECOVERY (1979)
 CG1101
 CG1101'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CG1101'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 CG1101'AS DESCRIBED.  REFERENCE MARK 1 IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0723 ***********************************************************************
 FQ0723  DESIGNATION -  LEROUX
 FQ0723  PID         -  FQ0723
 FQ0723  STATE/COUNTY-  AZ/NAVAJO
 FQ0723  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0723
 FQ0723                         *CURRENT SURVEY CONTROL
 FQ0723  ___________________________________________________________________
 FQ0723* NAD 83(1992)-  35 10 13.82341(N)    110 03 30.77051(W)     ADJUSTED  
 FQ0723* NAVD 88     -      1685.8    (meters)    5531.     (feet)  VERTCON   
 FQ0723  ___________________________________________________________________
 FQ0723  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FQ0723  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0723  HORZ ORDER  -  FIRST
 FQ0723
 FQ0723.The horizontal coordinates were established by classical geodetic methods
 FQ0723.and adjusted by the National Geodetic Survey in August 1993.
 FQ0723
 FQ0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0723
 FQ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0723
 FQ0723.The geoid height was determined by GEOID03.
 FQ0723
 FQ0723;                    North         East     Units Scale Factor Converg.
 FQ0723;SPC AZ E     -   462,494.033   223,208.512   MT  0.99990119   +0 03 44.2
 FQ0723;SPC AZ E     - 1,517,368.87    732,311.39   iFT  0.99990119   +0 03 44.2
 FQ0723;UTM  12      - 3,892,357.588   585,731.832   MT  0.99969058   +0 32 32.4
 FQ0723
 FQ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0723!SPC AZ E     -   0.99973914  x   0.99990119  =   0.99964035
 FQ0723!UTM  12      -   0.99973914  x   0.99969058  =   0.99942980
 FQ0723
 FQ0723|---------------------------------------------------------------------|
 FQ0723| PID    Reference Object                     Distance      Geod. Az  |
 FQ0723|                                                           dddmmss.s |
 FQ0723| CD4489 LEROUX RM 1                           7.757 METERS 04042     |
 FQ0723| FQ0728 LOS ANGELES ALBUQ AWY BCN 49        APPROX.16.7 KM 1990401.2 |
 FQ0723| CD4487 LEROUX AZ MK                                       2694055.1 |
 FQ0723| CD4488 LEROUX RM 3 AZIMUTH                                2710410.1 |
 FQ0723| CD4491 LEROUX RM 2 RESET                    10.309 METERS 29926     |
 FQ0723| CD4490 LEROUX RM 2                          10.549 METERS 30205     |
 FQ0723|---------------------------------------------------------------------|
 FQ0723
 FQ0723                          SUPERSEDED SURVEY CONTROL
 FQ0723
 FQ0723  NAD 83(1986)-  35 10 13.81824(N)    110 03 30.77259(W) AD(       ) 1
 FQ0723  NAD 27      -  35 10 13.75200(N)    110 03 28.32900(W) AD(       ) 1
 FQ0723  NGVD 29 (07/19/86) 1685.0    (m)         5528.     (f) VERT ANG    3  
 FQ0723
 FQ0723.Superseded values are not recommended for survey control.
 FQ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0723.See file dsdata.txt to determine how the superseded data were derived.
 FQ0723
 FQ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8573292358(NAD 83)
 FQ0723_MARKER: DS = TRIANGULATION STATION DISK
 FQ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0723
 FQ0723  HISTORY     - Date     Condition        Report By
 FQ0723  HISTORY     - 1936     MONUMENTED       CGS
 FQ0723  HISTORY     - 1959     GOOD             CGS
 FQ0723  HISTORY     - 1974     GOOD             NGS
 FQ0723
 FQ0723                          STATION DESCRIPTION
 FQ0723
 FQ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0723'NINETEEN MILES NORTH-NORTHEAST OF HOLBROOK.  ON THE ROLLING,
 FQ0723'SANDY FLATS ALONG THE SOUTH BOUNDARY FENCE OF THE NAVAJO
 FQ0723'INDIAN RESERVATION, 3 MILES NORTH OF LEROUX WASH, 2.0 MILES
 FQ0723'EAST OF THE KEAMS CANYON ROAD, ON THE SUMMIT OF THE HIGHEST
 FQ0723'SAND RIDGE ALONG THE BOUNDARY FENCE NORTH OF LEROUX WASH
 FQ0723'AND EAST OF THE KEAMES CANYON ROAD, 21-1/2 FEET SOUTH OF
 FQ0723'THE BOUNDARY FENCE.
 FQ0723'
 FQ0723'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1 FOOT
 FQ0723'SOUTH OF FENCE.
 FQ0723'
 FQ0723'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT
 FQ0723'SOUTH OF FENCE.
 FQ0723'
 FQ0723'THE AZIMUTH MARK IS 2.0 MILES WEST OF THE STATION, ALONG THE
 FQ0723'BOUNDARY FENCE, 28 FEET EAST OF THE CENTER OF THE KEAMES
 FQ0723'CANYON ROAD, 22 FEET SOUTH OF THE BOUNDARY FENCE, AT THE POINT
 FQ0723'WHERE THE ROAD PASSES THROUGH A CATTLE GUARD.
 FQ0723'
 FQ0723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FQ0723'66 AND 260 AT HOLBROOK, GO NORTHEAST ON HIGHWAY 66 FOR 1.8
 FQ0723'MILES AND TURN LEFT THROUGH CATTLE GUARD AT ARROW KEAMES
 FQ0723'CANYON, THENCE NORTH-NORTHEAST ON THE MAIN GRADED ROAD FOR
 FQ0723'17.9 MILES, OR 10.5 MILES PAST AIRWAY BEACON NO. 49, AND
 FQ0723'TURN RIGHT OFF ROAD JUST AFTER PASSING THROUGH CATTLE GUARD
 FQ0723'IN THE SOUTH BOUNDARY FENCE OF THE RESERVATION, THENCE EAST
 FQ0723'ALONG THE FENCE FOR 2.0 MILES TO CREST OF RISE AND THE STATION
 FQ0723'ON RIGHT.
 FQ0723'
 FQ0723'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FQ0723'SET IN CONCRETE.
 FQ0723'
 FQ0723'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FQ0723
 FQ0723                          STATION RECOVERY (1959)
 FQ0723
 FQ0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0723'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 FQ0723'CONDITION AS DESCRIBED ORIGINALLY.  THE AZIMUTH MARK WAS FOUND
 FQ0723'IN GOOD CONDITION, EXEPT THE ARROW ON THE DISK IS POINT 180 DEG
 FQ0723'WRONG.
 FQ0723'
 FQ0723'REACHED FROM THE POST OFFICE AT HOLBROOK, GO NORTHEAST ON
 FQ0723'U.S. HIGHWAY 66 FOR 5.0 MILES TO A T-ROAD AND SIGN (KEAMS
 FQ0723'CANYON - INDIAN WELLS), TURN LEFT, AS PER SIGN, GO NORTH ON
 FQ0723'THE PAVED ROAD FOR 13.3 MILES TO A STOCK GUARD, THAT IS AT THE
 FQ0723'SOUTH FENCE OF THE NAVAJO INDIAN RESERVATION.  JUST AFTER
 FQ0723'CROSSING THE STOCK GUARD TURN RIGHT, GO EAST ALONG THE NORTH
 FQ0723'SIDE OF THE FENCE FOR 1.0 MILE TO THE STATION, ON THE RIGHT,
 FQ0723'SOUTH, AND JUST SOUTH OF THE FENCE.  THE AZIMUTH MARK IS 1.0
 FQ0723'MILE OF THE STOCK GUARD MENTIONED ABOVE.  TO REACH IT DRIVE
 FQ0723'WEST FROM THE STOCK GUARD, ALONG THE NORTH SIDE OF THE FENCE
 FQ0723'TO THE OLD ROAD AND THE AZIMUTH MARK JUST SOUTH OF THE
 FQ0723'FENCE.
 FQ0723
 FQ0723                          STATION RECOVERY (1974)
 FQ0723
 FQ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0723'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 FQ0723'FOUND IN GOOD CONDITION, REFERENCE MARK 2 HAS BEEN RESET BY
 FQ0723'UNKNOWN FORCES AND THE AZIMUTH MARK COULD NOT BE RECOVERE
 FQ0723'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 FQ0723'
 FQ0723'THE STATION MARK IS A STANDARD DISK STAMPED, LEROUX 1936.
 FQ0723'IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 FQ0723'8 INCHES.  IT IS 22-1/2 FEET SOUTHEAST OF THE WITNESS POST
 FQ0723'AND SIGN, 21-1/2 FEET SOUTH OF THE RESERVATION FENCE LINE
 FQ0723'AND ON TOP OF A MOUND OF LIVE SAND.
 FQ0723'
 FQ0723'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, LEROUX NO 1
 FQ0723'1936.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 FQ0723'IS ABOUT FLUSH.  THE MARK IS 25 FEET EAST OF THE WITNESS
 FQ0723'POST, 2-1/4 FEET SOUTH OF THE FENCE LINE AND ABOUT 3 FEET
 FQ0723'LOWER THAN THE STATION.
 FQ0723'
 FQ0723'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, LEROUX NO 2
 FQ0723'1936.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 FQ0723'IS ABOUT FLUSH.  THE MARK IS 21 FEET WEST OF THE WITNESS
 FQ0723'POST, 4 FEET SOUTH OF THE FENCE LINE AND ABOUT 3 FEET LOWER
 FQ0723'THAN THE STATION.  THE ARROW IS OFF POINT ABOUT 10 DEGREES.
 FQ0723'
 FQ0723'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LEROUX NO 3
 FQ0723'1936 1974 SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FQ0723'PROJECTS 2 INCHES.  THE MARK IS AT THE TOP OF A SLIGHT GRADE.
 FQ0723'IT IS 1-1/2 FEET SOUTH OF WITNESS POST IN RESERVATION FENCE
 FQ0723'LINE.
 FQ0723'
 FQ0723'TO REACH THE STATION FROM HOLBROOK GO EAST ALONG U.S. 66 AND
 FQ0723'I-40 FOR 7 MILES TO ARIZONA HIGHWAY 77 (KEAMS CANYON ROAD).
 FQ0723'EXIT AND GO NORTH ALONG 77 FOR 6.2 MILES TO BRIDGE OVER
 FQ0723'LEROUX WASH, CONTINUE NORTH FOR 8 MILES TO A CATTLE GUARD
 FQ0723'AT THE RESERVATION FENCE LINE.  TURN RIGHT ALONG THE NORTH
 FQ0723'SIDE OF THE FENCE AND GO EAST ALONG A VERY SANDY TRACK ROAD
 FQ0723'FOR ABOUT 1 MILE TO THE STATION AT TOP OF GRADE.
 FQ0723'
 FQ0723'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0723'
 FQ0723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 FQ0723'NORTH-NORTHEAST OF HOLBROOK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1673 ***********************************************************************
 DU1673  DESIGNATION -  LESEUR
 DU1673  PID         -  DU1673
 DU1673  STATE/COUNTY-  AZ/MARICOPA
 DU1673  USGS QUAD   -  MESA (1982)
 DU1673
 DU1673                         *CURRENT SURVEY CONTROL
 DU1673  ___________________________________________________________________
 DU1673* NAD 83(1992)-  33 23 13.97576(N)    111 49 13.50243(W)     ADJUSTED  
 DU1673* NAVD 88     -       370.797  (meters)    1216.52   (feet)  ADJUSTED  
 DU1673  ___________________________________________________________________
 DU1673  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DU1673  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1673  DYNAMIC HT  -         370.357 (meters)    1215.08  (feet)  COMP
 DU1673  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 DU1673
 DU1673  HORZ ORDER  -  SECOND
 DU1673  VERT ORDER  -  SECOND    CLASS I
 DU1673
 DU1673.The horizontal coordinates were established by classical geodetic methods
 DU1673.and adjusted by the National Geodetic Survey in August 1993.
 DU1673
 DU1673.The orthometric height was determined by differential leveling
 DU1673.and adjusted in January 1998.
 DU1673
 DU1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1673
 DU1673.The geoid height was determined by GEOID03.
 DU1673
 DU1673.The dynamic height is computed by dividing the NAVD 88
 DU1673.geopotential number by the normal gravity value computed on the
 DU1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1673.degrees latitude (g = 980.6199 gals.).
 DU1673
 DU1673.The modeled gravity was interpolated from observed gravity values.
 DU1673
 DU1673;                    North         East     Units Scale Factor Converg.
 DU1673;SPC AZ C     -   264,696.647   222,314.419   MT  0.99990099   +0 03 10.7
 DU1673;SPC AZ C     -   868,427.32    729,378.02   iFT  0.99990099   +0 03 10.7
 DU1673;UTM  12      - 3,694,515.665   423,695.515   MT  0.99967178   -0 27 05.4
 DU1673
 DU1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1673!SPC AZ C     -   0.99994647  x   0.99990099  =   0.99984746
 DU1673!UTM  12      -   0.99994647  x   0.99967178  =   0.99961826
 DU1673
 DU1673|---------------------------------------------------------------------|
 DU1673| PID    Reference Object                     Distance      Geod. Az  |
 DU1673|                                                           dddmmss.s |
 DU1673| CH5844 LESEUR RM 1                          10.719 METERS 09123     |
 DU1673| DU2157 EXTENSION                           APPROX. 2.6 KM 2691706.0 |
 DU1673| DU1674 LESEUR RM 2                          10.768 METERS 26955     |
 DU1673|---------------------------------------------------------------------|
 DU1673
 DU1673                          SUPERSEDED SURVEY CONTROL
 DU1673
 DU1673  NAD 83(1986)-  33 23 13.97009(N)    111 49 13.50683(W) AD(       ) 2
 DU1673  NAD 27      -  33 23 13.79868(N)    111 49 10.99958(W) AD(       ) 2
 DU1673  NAVD 88 (11/29/93)  370.771  (m)         1216.44   (f) UNKNOWN     2 1
 DU1673  NGVD 29 (07/19/86)  370.6    (m)         1216.     (f) VERT ANG    3  
 DU1673
 DU1673.Superseded values are not recommended for survey control.
 DU1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1673.See file dsdata.txt to determine how the superseded data were derived.
 DU1673
 DU1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2369694516(NAD 83)
 DU1673_MARKER: DE = TRAVERSE STATION DISK
 DU1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1673_SP_SET: CONCRETE POST
 DU1673_STAMPING: LESEUR
 DU1673_MARK LOGO: AZDT  
 DU1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1673+STABILITY: SURFACE MOTION
 DU1673
 DU1673  HISTORY     - Date     Condition        Report By
 DU1673  HISTORY     - 1974     MONUMENTED       AZDT
 DU1673  HISTORY     - 1981     GOOD             AZDT
 DU1673  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1673  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1673
 DU1673                          STATION DESCRIPTION
 DU1673
 DU1673'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1673'THE STATION IS LOCATED ABOUT 2 MILE SOUTHEAST OF MESA, 5.5 MILES
 DU1673'NORTHEAST OF CHANDLER, AND ABOUT 760 FEET EAST OF MESA DRIVE.
 DU1673'
 DU1673'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1673'LESEUR P AND M GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1673'MONUMENT LEVEL WITH THE GROUND.  THE MARK IS 8.5 FEET SOUTH OF
 DU1673'AN ALLEY AND 2 FOOT SOUTH OF A WITNESS POST.
 DU1673'
 DU1673'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1673'LESEUR RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1673'MONUMENT LEVEL WITH THE GROUND.  THE MARK IS 8 FEET SOUTH OF
 DU1673'CENTERLINE OF AN ALLEY AND 2 FEET EAST OF WITNESS POST.
 DU1673'
 DU1673'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1673'LESEUR RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1673'MONUMENT LEVEL WITH THE GROUND.  THE MARK IS 8 FEET SOUTH OF
 DU1673'ALLEY CENTERLINE AND 2 FEET EAST OF WITNESS POST.
 DU1673'
 DU1673'TO REACH FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE ROUTE 87
 DU1673'IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 1.5 MILES TO SOUTHERN
 DU1673'AVENUE.  GO EAST ON SOUTHERN AVENUE FOR 1 MILE TO MESA DRIVE, TURN
 DU1673'SOUTH ON MESA DRIVE FOR 0.3 MILE TO THE LAST ALLEY RUNNING EAST
 DU1673'AND SOUTH OF HOUSES.  STATION IS LOCATED 760 FEET EAST OF MESA
 DU1673'DRIVE AND 26 FEET SOUTH OF PROPERTY FENCE.
 DU1673'
 DU1673'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1673
 DU1673                          STATION RECOVERY (1981)
 DU1673
 DU1673'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1673'IN MESA.
 DU1673'IN MESA, 2.0 MI (3.22 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1673'GILBERT ROAD TO MESA DRIVE, 356.4 FT (108 METERS) EAST ALONG NORTH
 DU1673'CANAL BANK TO STATION.
 DU1673
 DU1673                          STATION RECOVERY (1994)
 DU1673
 DU1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1673'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1673
 DU1673                          STATION RECOVERY (2005)
 DU1673
 DU1673'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1673'BASED ON THE ADJUSTED COORDINATES, NO WITNESS POST WAS FOUND, THE
 DU1673'LOCATION WAS APPROXIMATELY 40 FEET TO THE SOUTH OF THE ALLEY, AND
 DU1673'APPROXIMATELY TWO FEET FROM THE EDGE OF THE CANAL.
 DU1673'A GAS LINE WITNESS POST WAS FOUND APPROXIMATELY 80 FEET TO THE NORTH
 DU1673'EAST FROM THE COORDINATES, BUT NO MONUMENTS WERE UNCOVERED IN THE
 DU1673'DIRT/GRAVEL (ONLY PROBED THE GROUND A FEW INCHES).
 DU1673'BASED ON THE GRAVEL, MACADAM, AND REFLECTOR LIGHT FOUND, THERE MAY
 DU1673'HAVE BEEN ANOTHER ALLEY RUNNING JUST A FEW FEET NORTH OF THE CANAL,
 DU1673'WHICH WOULD INDICATE THE MARK MAY BE BURIED UNDER THE GRAVEL NEAR THE
 DU1673'ADJUSTED COORDINATES.
 DU1673'NOTHING WAS FOUND IN THE ADJUSTED COORDINATES AREA PROBING THE GROUND
 DU1673'A FEW INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1674 ***********************************************************************
 DU1674  DESIGNATION -  LESEUR RM 2
 DU1674  PID         -  DU1674
 DU1674  STATE/COUNTY-  AZ/MARICOPA
 DU1674  USGS QUAD   -  MESA (1982)
 DU1674
 DU1674                         *CURRENT SURVEY CONTROL
 DU1674  ___________________________________________________________________
 DU1674* NAD 83(1986)-  33 23 14.     (N)    111 49 14.     (W)     SCALED    
 DU1674* NAVD 88     -       370.861  (meters)    1216.73   (feet)  ADJUSTED  
 DU1674  ___________________________________________________________________
 DU1674  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU1674  DYNAMIC HT  -         370.421 (meters)    1215.29  (feet)  COMP
 DU1674  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 DU1674
 DU1674  VERT ORDER  -  SECOND    CLASS I
 DU1674
 DU1674.The horizontal coordinates were scaled from a topographic map and have
 DU1674.an estimated accuracy of +/- 6 seconds.
 DU1674
 DU1674.The orthometric height was determined by differential leveling
 DU1674.and adjusted in January 1998.
 DU1674
 DU1674.The geoid height was determined by GEOID03.
 DU1674
 DU1674.The dynamic height is computed by dividing the NAVD 88
 DU1674.geopotential number by the normal gravity value computed on the
 DU1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1674.degrees latitude (g = 980.6199 gals.).
 DU1674
 DU1674.The modeled gravity was interpolated from observed gravity values.
 DU1674
 DU1674;                    North         East    Units  Estimated Accuracy
 DU1674;SPC AZ C     -   264,700.      222,300.      MT  (+/- 180 meters Scaled)
 DU1674
 DU1674                          SUPERSEDED SURVEY CONTROL
 DU1674
 DU1674  NAVD 88 (11/29/93)  370.835  (m)         1216.65   (f) UNKNOWN     2 1
 DU1674
 DU1674.Superseded values are not recommended for survey control.
 DU1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1674.See file dsdata.txt to determine how the superseded data were derived.
 DU1674
 DU1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB236945(NAD 83)
 DU1674_MARKER: DR = REFERENCE MARK DISK
 DU1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1674_SP_SET: CONCRETE POST
 DU1674_STAMPING: LESEUR RM2
 DU1674_MARK LOGO: AZDT  
 DU1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1674+STABILITY: SURFACE MOTION
 DU1674
 DU1674  HISTORY     - Date     Condition        Report By
 DU1674  HISTORY     - 1974     MONUMENTED       AZDT
 DU1674  HISTORY     - 1981     GOOD             AZDT
 DU1674  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1674  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU1674
 DU1674                          STATION DESCRIPTION
 DU1674
 DU1674'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1674'IN MESA.
 DU1674'IN MESA, 2.0 MI (3.22 KM) WEST ALONG S.R. 360 FROM THE INTERSECTION OF
 DU1674'GILBERT ROAD TO MESA DRIVE, 337.9 FT (102.4 METERS) EAST ALONG NORTH
 DU1674'CANAL BANK TO STATION.
 DU1674
 DU1674                          STATION RECOVERY (1994)
 DU1674
 DU1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1674'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1674
 DU1674                          STATION RECOVERY (2005)
 DU1674
 DU1674'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU1674'WALKED THE NORTH BANK OF THE CANAL FROM MESA DRIVE, BUT DID NOT LOCATE
 DU1674'ANY MARK IN THE CONCRETE OF THE CANAL. DID NOT PROBE THE GRAVEL AND
 DU1674'DIRT THAT RUNS JUST NORTH OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0359 ***********************************************************************
 CF0359  DESIGNATION -  LESLIE
 CF0359  PID         -  CF0359
 CF0359  STATE/COUNTY-  AZ/COCHISE
 CF0359  USGS QUAD   -  LESLIE CANYON (1986)
 CF0359
 CF0359                         *CURRENT SURVEY CONTROL
 CF0359  ___________________________________________________________________
 CF0359* NAD 83(1992)-  31 34 35.84686(N)    109 31 03.40170(W)     ADJUSTED  
 CF0359* NAVD 88     -      1641.8    (meters)    5386.     (feet)  VERTCON   
 CF0359  ___________________________________________________________________
 CF0359  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CF0359  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CF0359  HORZ ORDER  -  FIRST
 CF0359
 CF0359.The horizontal coordinates were established by classical geodetic methods
 CF0359.and adjusted by the National Geodetic Survey in August 1993.
 CF0359
 CF0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0359
 CF0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0359
 CF0359.The geoid height was determined by GEOID03.
 CF0359
 CF0359;                    North         East     Units Scale Factor Converg.
 CF0359;SPC AZ E     -    64,109.206   274,965.836   MT  0.99994679   +0 20 23.6
 CF0359;SPC AZ E     -   210,332.04    902,118.88   iFT  0.99994679   +0 20 23.6
 CF0359;UTM  12      - 3,494,462.231   640,666.220   MT  0.99984405   +0 46 34.9
 CF0359
 CF0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0359!SPC AZ E     -   0.99974649  x   0.99994679  =   0.99969329
 CF0359!UTM  12      -   0.99974649  x   0.99984405  =   0.99959058
 CF0359
 CF0359:                Primary Azimuth Mark                     Grid Az
 CF0359:SPC AZ E     -  LESLIE AZ MK                             136 27 02.5
 CF0359:UTM  12      -  LESLIE AZ MK                             136 00 51.2
 CF0359
 CF0359|---------------------------------------------------------------------|
 CF0359| PID    Reference Object                     Distance      Geod. Az  |
 CF0359|                                                           dddmmss.s |
 CF0359| CC6831 LESLIE AZ MK                                       1364726.1 |
 CF0359| CC6832 LESLIE RM 1                          79.220 METERS 14325     |
 CF0359| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.27.3 KM 1542434.9 |
 CF0359| CF0349 DOUGLAS AIRPORT BEACON              APPROX.25.7 KM 1783821.3 |
 CF0359| CF0347 DOUGLAS EAST MUNICIPAL TANK         APPROX.25.2 KM 1845521.3 |
 CF0359| CF0346 DOUGLAS WEST MUNICIPAL TANK         APPROX.25.3 KM 1845904.6 |
 CF0359| CF0345 DOUGLAS ABANDONED SMELTER STK       APPROX.26.9 KM 1915314.2 |
 CF0359| CF0342 DOUGLAS PHE DODGE TALL PLT STK      APPROX.26.3 KM 1942415.3 |
 CF0359| CF0343 DOUGLAS PHE DODGE LGE PLT STK       APPROX.26.3 KM 1944857.5 |
 CF0359| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX.19.8 KM 2403934.5 |
 CF0359| CC6833 LESLIE RM 2                          52.500 METERS 29823     |
 CF0359|---------------------------------------------------------------------|
 CF0359
 CF0359                          SUPERSEDED SURVEY CONTROL
 CF0359
 CF0359  NAD 83(1986)-  31 34 35.84799(N)    109 31 03.38852(W) AD(       ) 1
 CF0359  NAD 27      -  31 34 35.50400(N)    109 31 01.14400(W) AD(       ) 1
 CF0359  NGVD 29 (02/25/92) 1640.9    (m)         5384.     (f) VERT ANG    3  
 CF0359
 CF0359.Superseded values are not recommended for survey control.
 CF0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0359.See file dsdata.txt to determine how the superseded data were derived.
 CF0359
 CF0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV4066694462(NAD 83)
 CF0359_MARKER: DS = TRIANGULATION STATION DISK
 CF0359_SETTING: 66 = SET IN ROCK OUTCROP
 CF0359
 CF0359  HISTORY     - Date     Condition        Report By
 CF0359  HISTORY     - 1938     MONUMENTED       CGS
 CF0359  HISTORY     - 1944     GOOD             CGS
 CF0359  HISTORY     - 1954     GOOD             CGS
 CF0359  HISTORY     - 1956     GOOD             USE
 CF0359
 CF0359                          STATION DESCRIPTION
 CF0359
 CF0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0359'ABOUT 16 MILES NNE OF DOUGLAS, ARIZ., AND ABOUT 9 MILES E
 CF0359'AND 1-1/2 MILES S OF MC NEAL, ARIZ.  STATION IS LOCATED ON
 CF0359'THE WESTERNMOST HIGH-TOPPED HILL OF THE DETACHED RIDGE OF
 CF0359'HILLS AT THE S END OF THE SWISSHELM MOUNTAINS AND ON THE S
 CF0359'SIDE OF LESLIE PASS.  THE RIDGE EXTENDS APPROXIMATELY FROM
 CF0359'THE SE TO THE NW.  THERE IS HIGHER GROUND ABOUT 1/4 MILE SE
 CF0359'OF THE STATION.
 CF0359'
 CF0359'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0359'DISKS SET IN OUTCROPPING BEDROCK.
 CF0359'
 CF0359'TO REACH FROM DOUGLAS, ARIZ. GO N ON U.S. HIGHWAY 80 FROM
 CF0359'THE NE END OF DOUGLAS FOR 0.6 MILE TO A PAVED ROAD FORKING
 CF0359'TO THE LEFT, NORTHERLY.  HERE LEAVE THE U.S. HIGHWAY 80 AND
 CF0359'CONTINUE NORTHERLY FOR 1.2 MILES TO A FORK.  THENCE CONTINUE,
 CF0359'NORTHERLY ON THE LEFT FORK AND GO FOR 12.9 MILES TO A Y-FORK.
 CF0359'THENCE TAKE THE RIGHT FORK AND GO 1.4 MILES TO A POINT ABOUT
 CF0359'MIDWAY BETWEEN TWO SMALL BRIDGES WHICH ARE ABOUT 0.2 MILE
 CF0359'APART AND ON THE W SIDE OF THE HILLS.  LESLIE PASS IS ABOUT
 CF0359'1 MILE NE OF THIS POINT.  HERE TURN RIGHT OFF THE GRADED ROAD
 CF0359'AND EASTERLY UP THE STEEP SLOPE FOR ABOUT 0.1 MILE TO THE END OF
 CF0359'TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP THE SLOPE TO THE TOP OF
 CF0359'THE RIDGE AND THENCE BEAR RIGHT, SOUTHEASTERLY, FOR ABOUT
 CF0359'200 YARDS TO THE STATION SITE.
 CF0359'
 CF0359'REFERENCE MARK NO. 1 IS SE OF THE STATION AND ABOUT 3 FEET
 CF0359'LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS WXN OF THE
 CF0359'STATION AND ABOUT 3 FEET LOWER IN ELEVATION.
 CF0359'
 CF0359'THE AZIMUTH MARK IS SE OF THE STATION ABOUT 1/4 MILE DISTANT
 CF0359'ON HIGH POINT OF RIDGE.  IT IS ABOUT THE SAME ELEVATION.
 CF0359
 CF0359                          STATION RECOVERY (1944)
 CF0359
 CF0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0359'ORIGINAL DESCRIPTION SATISFACTORY.
 CF0359
 CF0359                          STATION RECOVERY (1954)
 CF0359
 CF0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFV)
 CF0359'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, AZIMUTH
 CF0359'MARK NOT SEARCHED FOR.
 CF0359
 CF0359                          STATION RECOVERY (1956)
 CF0359
 CF0359'RECOVERY NOTE BY US ENGINEERS 1956
 CF0359'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0154 ***********************************************************************
 CH0154  DESIGNATION -  LESNA
 CH0154  PID         -  CH0154
 CH0154  STATE/COUNTY-  AZ/PIMA
 CH0154  USGS QUAD   -  LA LESNA MOUNTAINS (1988)
 CH0154
 CH0154                         *CURRENT SURVEY CONTROL
 CH0154  ___________________________________________________________________
 CH0154* NAD 83(1992)-  31 44 44.11856(N)    112 13 28.36300(W)     ADJUSTED  
 CH0154* NAVD 88     -       737.     (meters)    2418.     (feet)  SCALED    
 CH0154  ___________________________________________________________________
 CH0154  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CH0154  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 CH0154  HORZ ORDER  -  FIRST
 CH0154
 CH0154.The horizontal coordinates were established by classical geodetic methods
 CH0154.and adjusted by the National Geodetic Survey in August 1993.
 CH0154
 CH0154.The orthometric height was scaled from a topographic map.
 CH0154
 CH0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0154
 CH0154.The geoid height was determined by GEOID03.
 CH0154
 CH0154;                    North         East     Units Scale Factor Converg.
 CH0154;SPC AZ C     -    82,700.764   184,190.393   MT  0.99991049   -0 09 43.2
 CH0154;SPC AZ C     -   271,327.97    604,299.19   iFT  0.99991049   -0 09 43.2
 CH0154;UTM  12      - 3,512,888.862   384,012.946   MT  0.99976592   -0 38 39.7
 CH0154
 CH0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0154!SPC AZ C     -   0.99988927  x   0.99991049  =   0.99979977
 CH0154!UTM  12      -   0.99988927  x   0.99976592  =   0.99965522
 CH0154
 CH0154|---------------------------------------------------------------------|
 CH0154| PID    Reference Object                     Distance      Geod. Az  |
 CH0154|                                                           dddmmss.s |
 CH0154| CH5846 LESNA RM 2                           11.808 METERS 09455     |
 CH0154| CH0157 BOUNDARY MON 156 MX US              APPROX.14.2 KM 2690835.5 |
 CH0154| CH5845 LESNA RM 1                            8.688 METERS 33651     |
 CH0154|---------------------------------------------------------------------|
 CH0154
 CH0154                          SUPERSEDED SURVEY CONTROL
 CH0154
 CH0154  NAD 83(1986)-  31 44 44.11053(N)    112 13 28.36311(W) AD(       ) 1
 CH0154  NAD 27      -  31 44 43.81900(N)    112 13 25.89200(W) AD(       ) 1
 CH0154
 CH0154.Superseded values are not recommended for survey control.
 CH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0154.See file dsdata.txt to determine how the superseded data were derived.
 CH0154
 CH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA8401312889(NAD 83)
 CH0154_MARKER: DS = TRIANGULATION STATION DISK
 CH0154_SETTING: 66 = SET IN ROCK OUTCROP
 CH0154
 CH0154  HISTORY     - Date     Condition        Report By
 CH0154  HISTORY     - 1935     MONUMENTED       CGS
 CH0154
 CH0154                          STATION DESCRIPTION
 CH0154
 CH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CH0154'ON THE SUMMIT OF THE HIGH RIDGE COMPRISING THE NORTHERN PART
 CH0154'OF THE LESNA MOUNTAINS, 2-1/2 MILES, AIR LINE, NORTHWEST
 CH0154'OF THE CHURCH AND INDIAN DWELLINGS CALLED LA LESNA.  AT
 CH0154'LA LESNA GO THROUGH THE GATE AT THE CORRAL AND GO NORTHWEST
 CH0154'OF THE ADOBE AND OCOTILLA INDIAN SHACK, THENCE AROUND THE
 CH0154'CORRAL ON OLD ROAD FOR 1.9 MILES, TURN LEFT, GO CROSS-COUNTRY
 CH0154'0.5 MILE TO FOOT OF STEEP SLOPE AT BASE OF RIDGE AND END OF
 CH0154'TRUCK TRAVEL.  (STATION IS N 70 DEG W BEARING FROM
 CH0154'END OF TRUCK TRAVEL.) CONTINUE ON FOOT NORTHWARD UP THE
 CH0154'SLOPE TO THE NORTHERNMOST SUMMIT OF THE RIDGE AND STATION.
 CH0154'MARKED BY A STANDARD BRONZE DISK.
 CH0154'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CH0154'IS 8.688 METERS (28.50 FEET) FROM STATION N 23 DEG
 CH0154'09 MIN W. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CH0154'REFERENCE DISK, IS 11.808 METERS (38.74 FEET) FROM
 CH0154'STATION S 85 DEG 05 MIN E. BOUNDARY MONUMENT
 CH0154'NO. 156 (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0087 ***********************************************************************
 FQ0087  DESIGNATION -  LEUPP
 FQ0087  PID         -  FQ0087
 FQ0087  STATE/COUNTY-  AZ/COCONINO
 FQ0087  USGS QUAD   -  OLD LEUPP (1986)
 FQ0087
 FQ0087                         *CURRENT SURVEY CONTROL
 FQ0087  ___________________________________________________________________
 FQ0087* NAD 83(1986)-  35 16 55.     (N)    110 57 56.     (W)     SCALED    
 FQ0087* NAVD 88     -      1434.749  (meters)    4707.17   (feet)  ADJUSTED  
 FQ0087  ___________________________________________________________________
 FQ0087  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0087  DYNAMIC HT  -        1432.903 (meters)    4701.12  (feet)  COMP
 FQ0087  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 FQ0087
 FQ0087  VERT ORDER  -  SECOND    CLASS 0
 FQ0087
 FQ0087.The horizontal coordinates were scaled from a topographic map and have
 FQ0087.an estimated accuracy of +/- 6 seconds.
 FQ0087
 FQ0087.The orthometric height was determined by differential leveling
 FQ0087.and adjusted in June 1991.
 FQ0087
 FQ0087.The geoid height was determined by GEOID03.
 FQ0087
 FQ0087.The dynamic height is computed by dividing the NAVD 88
 FQ0087.geopotential number by the normal gravity value computed on the
 FQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0087.degrees latitude (g = 980.6199 gals.).
 FQ0087
 FQ0087.The modeled gravity was interpolated from observed gravity values.
 FQ0087
 FQ0087;                    North         East    Units  Estimated Accuracy
 FQ0087;SPC AZ C     -   475,270.      299,880.      MT  (+/- 180 meters Scaled)
 FQ0087
 FQ0087                          SUPERSEDED SURVEY CONTROL
 FQ0087
 FQ0087  NGVD 29 (??/??/92) 1434.005  (m)         4704.73   (f) ADJ UNCH    2 0
 FQ0087
 FQ0087.Superseded values are not recommended for survey control.
 FQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0087.See file dsdata.txt to determine how the superseded data were derived.
 FQ0087
 FQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE031043(NAD 83)
 FQ0087_MARKER: DB = BENCH MARK DISK
 FQ0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0087_SP_SET: BUILDING
 FQ0087_STAMPING: LEUPP 1934
 FQ0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0087
 FQ0087  HISTORY     - Date     Condition        Report By
 FQ0087  HISTORY     - 1934     MONUMENTED       CGS
 FQ0087
 FQ0087                          STATION DESCRIPTION
 FQ0087
 FQ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0087'IN LEUPP.
 FQ0087'AT LEUPP, COCONINO COUNTY, AT THE SCHOOL BUILDING, IN THE WEST WALL, 6
 FQ0087'FEET NORTH OF THE SOUTHWEST CORNER, 21 FEET SOUTH OF AN ANGLE IN THE
 FQ0087'WALL, AND 10 INCHES HIGHER THAN THE SIDEWALK. A STANDARD DISK, STAMPED
 FQ0087'LEUPP 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0085 ***********************************************************************
 ES0085  DESIGNATION -  LEWIS
 ES0085  PID         -  ES0085
 ES0085  STATE/COUNTY-  AZ/NAVAJO
 ES0085  USGS QUAD   -  SUN VALLEY (1986)
 ES0085
 ES0085                         *CURRENT SURVEY CONTROL
 ES0085  ___________________________________________________________________
 ES0085* NAD 83(1992)-  34 57 09.76499(N)    110 06 43.21023(W)     ADJUSTED  
 ES0085* NAVD 88     -      1619.794  (meters)    5314.27   (feet)  ADJUSTED  
 ES0085  ___________________________________________________________________
 ES0085  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 ES0085  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0085  DYNAMIC HT  -        1617.559 (meters)    5306.94  (feet)  COMP
 ES0085  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 ES0085
 ES0085  HORZ ORDER  -  SECOND
 ES0085  VERT ORDER  -  FIRST     CLASS II
 ES0085
 ES0085.The horizontal coordinates were established by classical geodetic methods
 ES0085.and adjusted by the National Geodetic Survey in August 1993.
 ES0085
 ES0085.The orthometric height was determined by differential leveling
 ES0085.and adjusted in June 1991.
 ES0085
 ES0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0085
 ES0085.The geoid height was determined by GEOID03.
 ES0085
 ES0085.The dynamic height is computed by dividing the NAVD 88
 ES0085.geopotential number by the normal gravity value computed on the
 ES0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0085.degrees latitude (g = 980.6199 gals.).
 ES0085
 ES0085.The modeled gravity was interpolated from observed gravity values.
 ES0085
 ES0085;                    North         East     Units Scale Factor Converg.
 ES0085;SPC AZ E     -   438,330.023   218,352.531   MT  0.99990031   +0 01 52.7
 ES0085;SPC AZ E     - 1,438,090.63    716,379.69   iFT  0.99990031   +0 01 52.7
 ES0085;UTM  12      - 3,868,159.051   581,078.924   MT  0.99968102   +0 30 31.5
 ES0085
 ES0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0085!SPC AZ E     -   0.99974960  x   0.99990031  =   0.99964994
 ES0085!UTM  12      -   0.99974960  x   0.99968102  =   0.99943070
 ES0085
 ES0085:                Primary Azimuth Mark                     Grid Az
 ES0085:SPC AZ E     -  LEWIS AZ MK                              026 44 52.4
 ES0085:UTM  12      -  LEWIS AZ MK                              026 16 13.6
 ES0085
 ES0085|---------------------------------------------------------------------|
 ES0085| PID    Reference Object                     Distance      Geod. Az  |
 ES0085|                                                           dddmmss.s |
 ES0085| ES0087 LEWIS AZ MK                                        0264645.1 |
 ES0085| ES0084 LEWIS RM 2                           23.543 METERS 26927     |
 ES0085| ES0086 LEWIS RM 1                           16.986 METERS 35932     |
 ES0085|---------------------------------------------------------------------|
 ES0085
 ES0085                          SUPERSEDED SURVEY CONTROL
 ES0085
 ES0085  NAD 83(1986)-  34 57 09.75820(N)    110 06 43.21241(W) AD(       ) 2
 ES0085  NAD 27      -  34 57 09.66840(N)    110 06 40.77480(W) AD(       ) 2
 ES0085  NGVD 29 (??/??/92) 1618.940  (m)         5311.47   (f) ADJ UNCH    1 2
 ES0085
 ES0085.Superseded values are not recommended for survey control.
 ES0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0085.See file dsdata.txt to determine how the superseded data were derived.
 ES0085
 ES0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8107968159(NAD 83)
 ES0085_MARKER: DS = TRIANGULATION STATION DISK
 ES0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0085_STAMPING: LEWIS 1959
 ES0085_MARK LOGO: CGS   
 ES0085_PROJECTION: PROJECTING 5 CENTIMETERS
 ES0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0085+STABILITY: SURFACE MOTION
 ES0085
 ES0085  HISTORY     - Date     Condition        Report By
 ES0085  HISTORY     - 1959     MONUMENTED       CGS
 ES0085  HISTORY     - 1959     GOOD             CGS
 ES0085  HISTORY     - 1967     GOOD             CGS
 ES0085  HISTORY     - 1974     GOOD             NGS
 ES0085  HISTORY     - 1975     GOOD             DMA
 ES0085  HISTORY     - 1983     GOOD             NGS
 ES0085  HISTORY     - 19861209 GOOD             USAF
 ES0085
 ES0085                          STATION DESCRIPTION
 ES0085
 ES0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0085'THE STATION IS ABOUT 4 MILES NORTHEAST OF HOLBROOK, ABOUT
 ES0085'0.2 MILE SOUTH OF MILE POST 311 AND ABOUT 200 YARDS SOUTHEAST
 ES0085'OF U.S. HIGHWAY 66 ON PROPERTY OWNED BY MR. CHESTER LEWIS.
 ES0085'
 ES0085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 ES0085'260, JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO NORTHEAST
 ES0085'ON U.S. HIGHWAY 66 FOR 4.0 MILES TO A METAL FRAME GATE ON THE
 ES0085'RIGHT.  (TO REACH THE AZIMUTH MARK FROM HERE CONTINUE NORTHEAST
 ES0085'ON U.S. HIGHWAY 66 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 ES0085'LEFT.) TURN RIGHT PASSING THRU THE GATE AND FOLLOW THE TRACK
 ES0085'ROAD EASTERLY FOR 0.3 MILE TO THE STATION AND REFERENCE MARKS.
 ES0085'
 ES0085'THE STATION MARK, STAMPED LEWIS 1959, IS A STANDARD DISK SET
 ES0085'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 ES0085'INCHES.  IT IS 9.5 FEET WEST OF A CAIRN AND 4.2 FEET NORTHEAST
 ES0085'OF THE WITNESS POST.
 ES0085'
 ES0085'REFERENCE MARK NO. 1, STAMPED LEWIS NO 1 1959, IS A STANDARD
 ES0085'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0085'PROJECTS 3 INCHES.  IT IS 57.8 FEET NORTH OF THE WITNESS
 ES0085'POST AND 1 FOOT EAST OF A CAIRN.
 ES0085'
 ES0085'REFERENCE MARK NO. 2, STAMPED LEWIS NO 2 1959, IS A STANDARD
 ES0085'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0085'PROJECTS 2 INCHES.  IT IS 77.3 FEET WEST OF THE WITNESS POST
 ES0085'AND 1 FOOT NORTH OF A CAIRN.
 ES0085'
 ES0085'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 95.31 FEET.
 ES0085'
 ES0085'THE AZIMUTH MARK, STAMPED LEWIS 1959, IS A STANDARD DISK
 ES0085'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 6
 ES0085'INCHES.  IT IS 99 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 ES0085'66, 2.6 FEET EAST OF THE WITNESS POST AND 1 FOOT SOUTHEAST OF
 ES0085'THE RIGHT-OF-WAY FENCE.
 ES0085
 ES0085                          STATION RECOVERY (1959)
 ES0085
 ES0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0085'4.0 MI NE FROM HOLBROOK.
 ES0085'4.65 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0085'AT HOLBROOK, THENCE ABOUT 0.1 MILE SOUTH ACROSS COUNTRY, 9.5 FEET WEST
 ES0085'OF A ROCK CAIRN, 4.2 FEET NORTHEAST OF THE WITNESS POST, SET IN THE
 ES0085'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 ES0085
 ES0085                          STATION RECOVERY (1967)
 ES0085
 ES0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ES0085'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD
 ES0085'CONDITION.
 ES0085'
 ES0085'FOLLOWING IS A NEW AND COMPLETE ROUTE DESCRIPTION--
 ES0085'
 ES0085'TO REACH THE STATION FROM THE JUNCTION OF U.S. 180 S. AND U.S. 66
 ES0085'IN HOLBROOK, ARIZ, GO NORTH ON U.S. 66 FOR 4.25 MI. TO A BARBWIRE
 ES0085'GATE ON THE RIGHT, JUST PAST A HIGHWAY CULVERT.  (TO REACH
 ES0085'THE AZIMUTH MARK FROM HERE, CONTINUE NORTH FOR 0.95 MI. TO THE
 ES0085'MARK ON THE LEFT) TURN RIGHT, SOUTHEAST THROUGH THE GATE, THEN
 ES0085'LEFT 45 DEG AND GO DUE EAST FOR 0.2 MI. ACROSS COUNTRY TO THE
 ES0085'STATION AS DESCRIBED.
 ES0085
 ES0085                          STATION RECOVERY (1974)
 ES0085
 ES0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES0085'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES0085'CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.
 ES0085'
 ES0085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 ES0085'NORTHEAST OF HOLBROOK.
 ES0085
 ES0085                          STATION RECOVERY (1975)
 ES0085
 ES0085'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (MMH)
 ES0085'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ES0085
 ES0085                          STATION RECOVERY (1983)
 ES0085
 ES0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0085'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9 MI)
 ES0085'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0085'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 ES0085'291, 163.0 METERS (534.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 ES0085'NORTHEAST BOUND LANES OF THE HIGHWAY, 23.5 METERS (77.1 FT) EAST OF
 ES0085'REFERENCE MARK 2 AND 18.7 METERS (61.4 FT) SOUTH OF REFERENCE MARK 1.
 ES0085'THE MARK IS 1.3 METERS  NE FROM A WITNESS POST.
 ES0085'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 ES0085
 ES0085                          STATION RECOVERY (1986)
 ES0085
 ES0085'RECOVERY NOTE BY US AIR FORCE 1986 (WJ)
 ES0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1518 ***********************************************************************
 DA1518  DESIGNATION -  LEWIS
 DA1518  PID         -  DA1518
 DA1518  STATE/COUNTY-  AZ/PIMA
 DA1518  USGS QUAD   -  ARMENTA WELL (1990)
 DA1518
 DA1518                         *CURRENT SURVEY CONTROL
 DA1518  ___________________________________________________________________
 DA1518* NAD 83(1992)-  32 13 31.55828(N)    112 45 10.42596(W)     ADJUSTED  
 DA1518* NAVD 88     -       611.0    (meters)    2005.     (feet)  VERTCON   
 DA1518  ___________________________________________________________________
 DA1518  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 DA1518  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DA1518  HORZ ORDER  -  SECOND
 DA1518
 DA1518.The horizontal coordinates were established by classical geodetic methods
 DA1518.and adjusted by the National Geodetic Survey in August 1993.
 DA1518
 DA1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1518
 DA1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1518
 DA1518.The geoid height was determined by GEOID03.
 DA1518
 DA1518;                    North         East     Units Scale Factor Converg.
 DA1518;SPC AZ C     -   136,169.221   134,542.666   MT  0.99997658   -0 26 45.4
 DA1518;SPC AZ C     -   446,749.41    441,412.95   iFT  0.99997658   -0 26 45.4
 DA1518;UTM  12      - 3,566,771.279   334,824.781   MT  0.99993646   -0 56 05.8
 DA1518
 DA1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1518!SPC AZ C     -   0.99990903  x   0.99997658  =   0.99988562
 DA1518!UTM  12      -   0.99990903  x   0.99993646  =   0.99984550
 DA1518
 DA1518|---------------------------------------------------------------------|
 DA1518| PID    Reference Object                     Distance      Geod. Az  |
 DA1518|                                                           dddmmss.s |
 DA1518| CH5848 LEWIS RM 2                            4.215 METERS 01141     |
 DA1518| DA1499 WHY                                 APPROX. 5.2 KM 0182533.2 |
 DA1518| CH5847 LEWIS RM 1                            4.784 METERS 08804     |
 DA1518|---------------------------------------------------------------------|
 DA1518
 DA1518                          SUPERSEDED SURVEY CONTROL
 DA1518
 DA1518  NAD 83(1986)-  32 13 31.54738(N)    112 45 10.42969(W) AD(       ) 2
 DA1518  NAD 27      -  32 13 31.32540(N)    112 45 07.89962(W) AD(       ) 2
 DA1518  NGVD 29 (07/19/86)  610.3    (m)         2002.     (f) VERT ANG    3  
 DA1518
 DA1518.Superseded values are not recommended for survey control.
 DA1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1518.See file dsdata.txt to determine how the superseded data were derived.
 DA1518
 DA1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3482566771(NAD 83)
 DA1518_MARKER: DD = SURVEY DISK
 DA1518_SETTING: 66 = SET IN ROCK OUTCROP
 DA1518
 DA1518  HISTORY     - Date     Condition        Report By
 DA1518  HISTORY     - 1977     MONUMENTED       AZDT
 DA1518
 DA1518                          STATION DESCRIPTION
 DA1518
 DA1518'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1518'THE STATION IS ABOUT 13.5 MILES SOUTHEAST OF AJO AND ABOUT
 DA1518'3 MILES SOUTHWEST OF WHY ALONG THE EAST SIDE OF ARIZONA HWY. 85
 DA1518'ON A ROCKY RIDGE.
 DA1518'
 DA1518'THE STATION IS AN ADOT HWY. DIVISION DISK EPOXIED IN A DRILL
 DA1518'HOLE IN A ROCK AND STAMPED LEWIS 1977.  THE STATION IS ABOUT
 DA1518'500 FEET EAST OF HWY. ON HIGHEST POINT OF A ROCKY RIDGE AND
 DA1518'MARKED WITH A WITNESS POST AND SIGN 4.9 FEET EAST.
 DA1518'
 DA1518'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 DA1518'LEWIS RM 1 1977 AND IS EPOXIED TO A ROCK.
 DA1518'
 DA1518'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED
 DA1518'LEWIS REFERENCE MARK 2 AND IS EPOXIED TO A ROCK.
 DA1518'
 DA1518'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWYS. 85
 DA1518'AND 86 AT WHY, TRAVEL SOUTH ON HWY. 85 FOR 3.05 MILES TO
 DA1518'MILE POST 56 AND THE STATION ON THE LEFT ON HIGHEST POINT OF
 DA1518'A ROCKY RIDGE.
 DA1518'
 DA1518'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0087 ***********************************************************************
 ES0087  DESIGNATION -  LEWIS AZ MK
 ES0087  PID         -  ES0087
 ES0087  STATE/COUNTY-  AZ/NAVAJO
 ES0087  USGS QUAD   -  SUN VALLEY (1986)
 ES0087
 ES0087                         *CURRENT SURVEY CONTROL
 ES0087  ___________________________________________________________________
 ES0087* NAD 83(1986)-  34 57 31.     (N)    110 06 30.     (W)     SCALED    
 ES0087* NAVD 88     -      1615.344  (meters)    5299.67   (feet)  ADJUSTED  
 ES0087  ___________________________________________________________________
 ES0087  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0087  DYNAMIC HT  -        1613.117 (meters)    5292.37  (feet)  COMP
 ES0087  MODELED GRAV-     979,199.6   (mgal)                       NAVD 88
 ES0087
 ES0087  VERT ORDER  -  FIRST     CLASS II
 ES0087
 ES0087.The horizontal coordinates were scaled from a topographic map and have
 ES0087.an estimated accuracy of +/- 6 seconds.
 ES0087
 ES0087.The orthometric height was determined by differential leveling
 ES0087.and adjusted in June 1991.
 ES0087
 ES0087.The geoid height was determined by GEOID03.
 ES0087
 ES0087.The dynamic height is computed by dividing the NAVD 88
 ES0087.geopotential number by the normal gravity value computed on the
 ES0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0087.degrees latitude (g = 980.6199 gals.).
 ES0087
 ES0087.The modeled gravity was interpolated from observed gravity values.
 ES0087
 ES0087;                    North         East    Units  Estimated Accuracy
 ES0087;SPC AZ E     -   438,990.      218,690.      MT  (+/- 180 meters Scaled)
 ES0087
 ES0087                          SUPERSEDED SURVEY CONTROL
 ES0087
 ES0087  NGVD 29 (??/??/92) 1614.492  (m)         5296.88   (f) ADJ UNCH    1 2
 ES0087
 ES0087.Superseded values are not recommended for survey control.
 ES0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0087.See file dsdata.txt to determine how the superseded data were derived.
 ES0087
 ES0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD814688(NAD 83)
 ES0087_MARKER: DZ = AZIMUTH MARK DISK
 ES0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0087_STAMPING: LEWIS 1959
 ES0087_MARK LOGO: CGS   
 ES0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0087
 ES0087  HISTORY     - Date     Condition        Report By
 ES0087  HISTORY     - 1959     MONUMENTED       CGS
 ES0087  HISTORY     - 1983     GOOD             NGS
 ES0087
 ES0087                          STATION DESCRIPTION
 ES0087
 ES0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0087'4.5 MI NE FROM HOLBROOK.
 ES0087'5.1 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0087'HOLBROOK, ABOUT 0.5 MILE EAST OF MILE POST 311, 99 FEET NORTHWEST OF
 ES0087'THE CENTER OF THE HIGHWAY, 2.6 FEET EAST OF THE WITNESS POST, SOUTH OF
 ES0087'THE FENCE, STANDARD DISK BRAZED TO THE TOP OF A 2 1/2 INCH IRON PIPE
 ES0087'THAT PROJECTS 6 INCHES.
 ES0087
 ES0087                          STATION RECOVERY (1983)
 ES0087
 ES0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0087'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.1 KM (4.4 MI)
 ES0087'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0087'NAVAJO BOULEVARD IN HOLBROOK, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST
 ES0087'291, 30.5 METERS (100.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 ES0087'SOUTHWEST BOUND LANES OF THE HIGHWAY, 0.1 METER (0.3 FT) SOUTHEAST
 ES0087'OF A FENCE, AND A DISK BRAZED ON THE TOP OF A 2 1/2 INCH IRON PIPE
 ES0087'PROJECTING 0.15 METER (0.5 FT) ABOVE THE GROUND.
 ES0087'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 ES0087'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0086 ***********************************************************************
 ES0086  DESIGNATION -  LEWIS RM 1
 ES0086  PID         -  ES0086
 ES0086  STATE/COUNTY-  AZ/NAVAJO
 ES0086  USGS QUAD   -  SUN VALLEY (1986)
 ES0086
 ES0086                         *CURRENT SURVEY CONTROL
 ES0086  ___________________________________________________________________
 ES0086* NAD 83(1986)-  34 57 10.     (N)    110 06 44.     (W)     SCALED    
 ES0086* NAVD 88     -      1619.640  (meters)    5313.77   (feet)  ADJUSTED  
 ES0086  ___________________________________________________________________
 ES0086  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0086  DYNAMIC HT  -        1617.406 (meters)    5306.44  (feet)  COMP
 ES0086  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 ES0086
 ES0086  VERT ORDER  -  SECOND    CLASS 0
 ES0086
 ES0086.The horizontal coordinates were scaled from a topographic map and have
 ES0086.an estimated accuracy of +/- 6 seconds.
 ES0086
 ES0086.The orthometric height was determined by differential leveling
 ES0086.and adjusted in June 1991.
 ES0086
 ES0086.The geoid height was determined by GEOID03.
 ES0086
 ES0086.The dynamic height is computed by dividing the NAVD 88
 ES0086.geopotential number by the normal gravity value computed on the
 ES0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0086.degrees latitude (g = 980.6199 gals.).
 ES0086
 ES0086.The modeled gravity was interpolated from observed gravity values.
 ES0086
 ES0086;                    North         East    Units  Estimated Accuracy
 ES0086;SPC AZ E     -   438,340.      218,330.      MT  (+/- 180 meters Scaled)
 ES0086
 ES0086                          SUPERSEDED SURVEY CONTROL
 ES0086
 ES0086  NGVD 29 (??/??/92) 1618.787  (m)         5310.97   (f) ADJ UNCH    2 0
 ES0086
 ES0086.Superseded values are not recommended for survey control.
 ES0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0086.See file dsdata.txt to determine how the superseded data were derived.
 ES0086
 ES0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD810681(NAD 83)
 ES0086_MARKER: DR = REFERENCE MARK DISK
 ES0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0086_STAMPING: LEWIS NO 1 1959
 ES0086_MARK LOGO: CGS   
 ES0086_PROJECTION: PROJECTING 5 CENTIMETERS
 ES0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0086+STABILITY: SURFACE MOTION
 ES0086
 ES0086  HISTORY     - Date     Condition        Report By
 ES0086  HISTORY     - 1959     MONUMENTED       CGS
 ES0086  HISTORY     - 1983     GOOD             NGS
 ES0086
 ES0086                          STATION DESCRIPTION
 ES0086
 ES0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0086'4.0 MI NE FROM HOLBROOK.
 ES0086'4.65 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0086'AT HOLBROOK, THENCE ABOUT 0.1 MILE SOUTH ACROSS COUNTRY, 57.8 FEET
 ES0086'NORTH OF THE WITNESS POST AND 1 FOOT EAST OF THE ROCK CAIRN, SET IN
 ES0086'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 ES0086
 ES0086                          STATION RECOVERY (1983)
 ES0086
 ES0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0086'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9 MI)
 ES0086'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0086'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 ES0086'291, 160.0 METERS (525.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 ES0086'NORTHEAST BOUND LANES OF THE HIGHWAY AND 18.8 METERS (61.7 FT) NORTH
 ES0086'OF THE STATION MARK.  NOTE=NOT LEVELED TO THIS SURVEY.
 ES0086'THE MARK IS 17.6 METERS  N FROM A WITNESS POST.
 ES0086'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0084 ***********************************************************************
 ES0084  DESIGNATION -  LEWIS RM 2
 ES0084  PID         -  ES0084
 ES0084  STATE/COUNTY-  AZ/NAVAJO
 ES0084  USGS QUAD   -  SUN VALLEY (1986)
 ES0084
 ES0084                         *CURRENT SURVEY CONTROL
 ES0084  ___________________________________________________________________
 ES0084* NAD 83(1986)-  34 57 10.     (N)    110 06 42.     (W)     SCALED    
 ES0084* NAVD 88     -      1619.514  (meters)    5313.36   (feet)  ADJUSTED  
 ES0084  ___________________________________________________________________
 ES0084  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0084  DYNAMIC HT  -        1617.280 (meters)    5306.03  (feet)  COMP
 ES0084  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 ES0084
 ES0084  VERT ORDER  -  SECOND    CLASS 0
 ES0084
 ES0084.The horizontal coordinates were scaled from a topographic map and have
 ES0084.an estimated accuracy of +/- 6 seconds.
 ES0084
 ES0084.The orthometric height was determined by differential leveling
 ES0084.and adjusted in June 1991.
 ES0084
 ES0084.The geoid height was determined by GEOID03.
 ES0084
 ES0084.The dynamic height is computed by dividing the NAVD 88
 ES0084.geopotential number by the normal gravity value computed on the
 ES0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0084.degrees latitude (g = 980.6199 gals.).
 ES0084
 ES0084.The modeled gravity was interpolated from observed gravity values.
 ES0084
 ES0084;                    North         East    Units  Estimated Accuracy
 ES0084;SPC AZ E     -   438,340.      218,380.      MT  (+/- 180 meters Scaled)
 ES0084
 ES0084                          SUPERSEDED SURVEY CONTROL
 ES0084
 ES0084  NGVD 29 (??/??/92) 1618.661  (m)         5310.56   (f) ADJ UNCH    2 0
 ES0084
 ES0084.Superseded values are not recommended for survey control.
 ES0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0084.See file dsdata.txt to determine how the superseded data were derived.
 ES0084
 ES0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD811681(NAD 83)
 ES0084_MARKER: DR = REFERENCE MARK DISK
 ES0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0084_STAMPING: LEWIS NO 2 1959
 ES0084_MARK LOGO: CGS   
 ES0084_PROJECTION: PROJECTING 12 CENTIMETERS
 ES0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0084+STABILITY: SURFACE MOTION
 ES0084
 ES0084  HISTORY     - Date     Condition        Report By
 ES0084  HISTORY     - 1959     MONUMENTED       CGS
 ES0084  HISTORY     - 1983     GOOD             NGS
 ES0084
 ES0084                          STATION DESCRIPTION
 ES0084
 ES0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0084'4.0 MI NE FROM HOLBROOK.
 ES0084'4.65 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0084'AT HOLBROOK, THENCE ABOUT 0.1 MILE SOUTH ACROSS COUNTRY, 77 FEET WEST
 ES0084'OF THE STATION, 78 FEET WEST OF THE WITNESS POST, SET IN THE TOP OF A
 ES0084'12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 ES0084
 ES0084                          STATION RECOVERY (1983)
 ES0084
 ES0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0084'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9 MI)
 ES0084'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0084'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 ES0084'291, 163.0 METERS (534.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 ES0084'NORTHEAST BOUND LANES OF THE HIGHWAY AND 23.5 METERS (77.1 FT) WEST OF
 ES0084'THE STATION MARK.  NOTE=NOT LEVELED TO THIS SURVEY.
 ES0084'THE MARK IS 23.8 METERS  W FROM A WITNESS POST.
 ES0084'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5953 ***********************************************************************
 DG5953  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5953  DESIGNATION -  LFRG
 DG5953  PID         -  DG5953
 DG5953  STATE/COUNTY-  AZ/COCONINO
 DG5953  USGS QUAD   -  LEES FERRY (1985)
 DG5953
 DG5953                         *CURRENT SURVEY CONTROL
 DG5953  ___________________________________________________________________
 DG5953* NAD 83(2007)-  36 51 40.44284(N)    111 36 04.00613(W)     ADJUSTED  
 DG5953* NAVD 88     -       992.30   (meters)    3255.6    (feet)  GPS OBS   
 DG5953  ___________________________________________________________________
 DG5953  EPOCH DATE  -        2007.00
 DG5953  X           -  -1,881,216.564 (meters)                     COMP
 DG5953  Y           -  -4,751,141.061 (meters)                     COMP
 DG5953  Z           -   3,805,664.428 (meters)                     COMP
 DG5953  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DG5953  ELLIP HEIGHT-         968.944 (meters)          (02/10/07) ADJUSTED
 DG5953  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DG5953
 DG5953  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5953  Type    PID    Designation                      North   East  Ellip
 DG5953  -------------------------------------------------------------------
 DG5953  NETWORK DG5953 LFRG                              0.27   0.22   0.69
 DG5953  -------------------------------------------------------------------
 DG5953
 DG5953.The horizontal coordinates were established by GPS observations
 DG5953.and adjusted by the National Geodetic Survey in February 2007.
 DG5953
 DG5953.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5953.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5953.The horizontal coordinates are valid at the epoch date displayed above.
 DG5953.The epoch date for horizontal control is a decimal equivalence
 DG5953.of Year/Month/Day.
 DG5953
 DG5953.The orthometric height was determined by GPS observations and a
 DG5953.high-resolution geoid model.
 DG5953.The orthometric height was determined by GPS observations and a
 DG5953.high-resolution geoid model using precise GPS observation and
 DG5953.processing techniques.
 DG5953
 DG5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5953
 DG5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5953
 DG5953.The ellipsoidal height was determined by GPS observations
 DG5953.and is referenced to NAD 83.
 DG5953
 DG5953.The geoid height was determined by GEOID03.
 DG5953
 DG5953;                    North         East     Units Scale Factor Converg.
 DG5953;SPC AZ C     -   650,118.387   241,496.162   MT  0.99990975   +0 11 21.5
 DG5953;SPC AZ C     - 2,132,934.34    792,310.24   iFT  0.99990975   +0 11 21.5
 DG5953;UTM  12      - 4,079,647.415   446,418.031   MT  0.99963537   -0 21 38.2
 DG5953
 DG5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5953!SPC AZ C     -   0.99984796  x   0.99990975  =   0.99975773
 DG5953!UTM  12      -   0.99984796  x   0.99963537  =   0.99948339
 DG5953
 DG5953                          SUPERSEDED SURVEY CONTROL
 DG5953
 DG5953  NAD 83(1992)-  36 51 40.44272(N)    111 36 04.00568(W) AD(       ) A
 DG5953  ELLIP H (05/31/05)  968.953  (m)                       GP(       ) 3 2
 DG5953  NAD 83(1992)-  36 51 40.44281(N)    111 36 04.00607(W) AD(       ) A
 DG5953  ELLIP H (06/28/04)  968.951  (m)                       GP(       ) 3 2
 DG5953
 DG5953.Superseded values are not recommended for survey control.
 DG5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5953.See file dsdata.txt to determine how the superseded data were derived.
 DG5953
 DG5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4641879647(NAD 83)
 DG5953_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG5953_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5953+WITH SETTING: PAVEMENT
 DG5953_SP_SET: SPLINED REBAR
 DG5953_STAMPING: NO STAMPING
 DG5953_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5953+STABILITY: SURFACE MOTION
 DG5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5953+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5953
 DG5953  HISTORY     - Date     Condition        Report By
 DG5953  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5953  HISTORY     - 20041115 GOOD             GRANCN
 DG5953  HISTORY     - 20050401 GOOD             GRANCN
 DG5953
 DG5953                          STATION DESCRIPTION
 DG5953
 DG5953'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5953'FROM THE U.S. POST OFFICE IN MARBLE CANYON LODGE, FOLLOW THE ROAD TO
 DG5953'LEE'S FERRY FOR 5 MILES TO THE RANGER STATION ON THE LEFT AT THE LARGE
 DG5953'WATER TOWER. TURN RIGHT ON THE ROAD THAT LEADS TO THE RESIDENTIAL AREA
 DG5953'FOR LEE'S FERRY PARK EMPLOYEES. FOLLOW ROAD TO ITS END ON THE SOUTH
 DG5953'SIDE  OF THE RESIDENTIAL AREA. THE STATION IS 43 METERS SOUTH OF THE
 DG5953'SW FENCE  CORNER AND 35 METERS SW OF THE NORTHERLY OF 2 MANHOLES.
 DG5953' 
 DG5953'THE STATION IS A ONE-HALF INCH SPLINED REBAR WITH A 1-INCH STEEL CAP,
 DG5953'CEMENTED TO  A DEPTH OF 10 INCHES.
 DG5953
 DG5953                          STATION RECOVERY (2004)
 DG5953
 DG5953'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2004
 DG5953'RECOVERED AS DESCRIBED.
 DG5953
 DG5953                          STATION RECOVERY (2005)
 DG5953
 DG5953'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5953'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0884 ***********************************************************************
 ET0884  DESIGNATION -  LIESE
 ET0884  PID         -  ET0884
 ET0884  STATE/COUNTY-  AZ/YAVAPAI
 ET0884  USGS QUAD   -  PRESCOTT (1973)
 ET0884
 ET0884                         *CURRENT SURVEY CONTROL
 ET0884  ___________________________________________________________________
 ET0884* NAD 83(1992)-  34 33 01.77542(N)    112 24 36.78490(W)     ADJUSTED  
 ET0884* NAVD 88     -      1765.9    (meters)    5794.     (feet)  VERTCON   
 ET0884  ___________________________________________________________________
 ET0884  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 ET0884  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ET0884  HORZ ORDER  -  SECOND
 ET0884
 ET0884.The horizontal coordinates were established by classical geodetic methods
 ET0884.and adjusted by the National Geodetic Survey in August 1993.
 ET0884
 ET0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0884
 ET0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0884
 ET0884.The geoid height was determined by GEOID03.
 ET0884
 ET0884;                    North         East     Units Scale Factor Converg.
 ET0884;SPC AZ C     -   393,823.148   168,063.927   MT  0.99992528   -0 16 47.7
 ET0884;SPC AZ C     - 1,292,070.70    551,390.84   iFT  0.99992528   -0 16 47.7
 ET0884;UTM  12      - 3,824,099.479   370,610.815   MT  0.99980635   -0 47 59.6
 ET0884
 ET0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0884!SPC AZ C     -   0.99972700  x   0.99992528  =   0.99965230
 ET0884!UTM  12      -   0.99972700  x   0.99980635  =   0.99953340
 ET0884
 ET0884|---------------------------------------------------------------------|
 ET0884| PID    Reference Object                     Distance      Geod. Az  |
 ET0884|                                                           dddmmss.s |
 ET0884| CH2663 LIESE RM 1                           10.272 METERS 24358     |
 ET0884| ET0885 BADGER                              APPROX. 2.7 KM 2664005.1 |
 ET0884| CH2664 LIESE RM 2                           10.525 METERS 33829     |
 ET0884|---------------------------------------------------------------------|
 ET0884
 ET0884                          SUPERSEDED SURVEY CONTROL
 ET0884
 ET0884  NAD 83(1986)-  34 33 01.77271(N)    112 24 36.78320(W) AD(       ) 2
 ET0884  NAD 27      -  34 33 01.67802(N)    112 24 34.17851(W) AD(       ) 2
 ET0884  NGVD 29 (07/19/86) 1765.0    (m)         5791.     (f) VERT ANG    3  
 ET0884
 ET0884.Superseded values are not recommended for survey control.
 ET0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0884.See file dsdata.txt to determine how the superseded data were derived.
 ET0884
 ET0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7061124099(NAD 83)
 ET0884_MARKER: DD = SURVEY DISK
 ET0884_SETTING: 66 = SET IN ROCK OUTCROP
 ET0884_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0884+STABILITY: POSITION/ELEVATION WELL
 ET0884
 ET0884  HISTORY     - Date     Condition        Report By
 ET0884  HISTORY     - 1980     MONUMENTED       AZDT
 ET0884  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0884  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0884  HISTORY     - 20071228 MARK NOT FOUND   GEOCAC
 ET0884
 ET0884                          STATION DESCRIPTION
 ET0884
 ET0884'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0884'THE STATION IS LOCATED ON TOP OF A SMALL HILL 9.7 MILES NORTHWEST OF
 ET0884'DEWEY, 3.4 MILES EAST NORTHEAST OF PRESCOTT AND ABOUT 700 FEET WEST OF
 ET0884'A LARGE HIGHWAY CUT ALONG SR 69.
 ET0884'
 ET0884'THE STATION MARK IS AN ADOT DISK STAMPED, LIESE 1980.  IT IS SET IN A
 ET0884'DRILL HOLE IN ROCK, WITNESS POST 7 FEET SOUTH OF STATION.
 ET0884'
 ET0884'REFERENCE MARK NUMBER 1 IS AN ADOT DISK STAMPED, LIESE RM 1 1980.  IT
 ET0884'IS SET WITH EPOXY TO ROCK.
 ET0884'
 ET0884'REFERENCE MARK NUMBER 2 IS AN ADOT DISK STAMPED, LIESE RM 2 1980.  IT
 ET0884'IS SET WITH EPOXY TO ROCK.
 ET0884'
 ET0884'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT, TRAVEL NORTH ON
 ET0884'SOUTH CORTEZ STREET FOR 0.15 MILE TO TRAFFIC LIGHT, TURN RIGHT ON
 ET0884'GURLY STREET AND G0 EAST FOR 1.25 MILES TO THE JUNCTION OF US 89 NORTH
 ET0884'AND SR 69 EAST.  TURN RIGHT ALONG SR 69 AND CONTINUE EAST 2.7 MILES TO
 ET0884'A LARGE HIGHWAY CUT AT TOP OF HILL AND END OF TRUCK TRAVEL.  THE
 ET0884'STATION IS ON THE RIGHT ABOUT 700 FEET WEST OF THE CUT ON THE NORTH
 ET0884'EDGE OF THE HILL.
 ET0884
 ET0884                          STATION RECOVERY (2001)
 ET0884
 ET0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0884'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0884
 ET0884                          STATION RECOVERY (2004)
 ET0884
 ET0884'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0884'MARK NOT FOUND.
 ET0884' SHOPPING CENTER PARKING LOT AT LOCATION AND WITHIN 100'
 ET0884
 ET0884                          STATION RECOVERY (2007)
 ET0884
 ET0884'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1681 ***********************************************************************
 DB1681  DESIGNATION -  LIGURTA
 DB1681  PID         -  DB1681
 DB1681  STATE/COUNTY-  AZ/YUMA
 DB1681  USGS QUAD   -  FORTUNA MINE (1965)
 DB1681
 DB1681                         *CURRENT SURVEY CONTROL
 DB1681  ___________________________________________________________________
 DB1681* NAD 83(1992)-  32 36 26.81200(N)    114 18 53.71774(W)     ADJUSTED  
 DB1681* NAVD 88     -       807.8    (meters)    2650.     (feet)  VERTCON   
 DB1681  ___________________________________________________________________
 DB1681  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DB1681  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB1681  HORZ ORDER  -  THIRD
 DB1681
 DB1681.The horizontal coordinates were established by classical geodetic methods
 DB1681.and adjusted by the National Geodetic Survey in August 1993.
 DB1681
 DB1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1681
 DB1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1681
 DB1681.The geoid height was determined by GEOID03.
 DB1681
 DB1681;                    North         East     Units Scale Factor Converg.
 DB1681;SPC AZ W     -   178,368.278   160,336.888   MT  0.99996799   -0 18 16.0
 DB1681;SPC AZ W     -   585,197.76    526,039.66   iFT  0.99996799   -0 18 16.0
 DB1681;UTM  11      - 3,610,952.990   751,972.643   MT  1.00038297   +1 26 51.7
 DB1681
 DB1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1681!SPC AZ W     -   0.99987843  x   0.99996799  =   0.99984642
 DB1681!UTM  11      -   0.99987843  x   1.00038297  =   1.00026135
 DB1681
 DB1681                          SUPERSEDED SURVEY CONTROL
 DB1681
 DB1681  NAD 83(1986)-  32 36 26.81592(N)    114 18 53.72363(W) AD(       ) 3
 DB1681  NGVD 29 (04/26/91)  807.1    (m)         2648.     (f) VERT ANG    3  
 DB1681
 DB1681.Superseded values are not recommended for survey control.
 DB1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1681.See file dsdata.txt to determine how the superseded data were derived.
 DB1681
 DB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5197310953(NAD 83)
 DB1681_MARKER: I = METAL ROD
 DB1681_SETTING: 66 = SET IN ROCK OUTCROP
 DB1681_SP_SET: SET IN BEDROCK
 DB1681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1681+STABILITY: POSITION/ELEVATION WELL
 DB1681
 DB1681  HISTORY     - Date     Condition        Report By
 DB1681  HISTORY     - 1964     MONUMENTED       USGS
 DB1681  HISTORY     - 1964     GOOD             USGS
 DB1681
 DB1681                          STATION DESCRIPTION
 DB1681
 DB1681'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1681'RECOVERED IN GOOD CONDITION.
 DB1681'
 DB1681'LOCATED 7 MI S. AND 16 MI E. OF YUMA, 3.5 MI N. OF FORTUNA MINE.
 DB1681'IN THE GILA MTNS., ON ROCKY PINNACLE AT NORTHWEST END OF HIGH
 DB1681'RIDGE.
 DB1681'
 DB1681'REACHED BY HELICOPTER.
 DB1681'
 DB1681'STATION MARK--1-INCH DIAMETER SOLID BRASS ROD STAMPED---USGS---,
 DB1681'SUNK IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1000 ***********************************************************************
 ES1000  DESIGNATION -  LIME
 ES1000  PID         -  ES1000
 ES1000  STATE/COUNTY-  AZ/MARICOPA
 ES1000  USGS QUAD   -  ROVER PEAK (1967)
 ES1000
 ES1000                         *CURRENT SURVEY CONTROL
 ES1000  ___________________________________________________________________
 ES1000* NAD 83(1992)-  34 00 10.67128(N)    111 45 36.60597(W)     ADJUSTED  
 ES1000* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 ES1000  ___________________________________________________________________
 ES1000  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 ES1000  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 ES1000  HORZ ORDER  -  SECOND
 ES1000
 ES1000.The horizontal coordinates were established by classical geodetic methods
 ES1000.and adjusted by the National Geodetic Survey in August 1993.
 ES1000
 ES1000.The orthometric height was scaled from a topographic map.
 ES1000
 ES1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1000
 ES1000.The geoid height was determined by GEOID03.
 ES1000
 ES1000;                    North         East     Units Scale Factor Converg.
 ES1000;SPC AZ C     -   332,993.659   227,816.125   MT  0.99990258   +0 05 15.1
 ES1000;SPC AZ C     - 1,092,498.88    747,428.23   iFT  0.99990258   +0 05 15.1
 ES1000;UTM  12      - 3,762,745.079   429,801.764   MT  0.99966074   -0 25 30.5
 ES1000
 ES1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1000!SPC AZ C     -   0.99982297  x   0.99990258  =   0.99972557
 ES1000!UTM  12      -   0.99982297  x   0.99966074  =   0.99948377
 ES1000
 ES1000                          SUPERSEDED SURVEY CONTROL
 ES1000
 ES1000  NAD 83(1986)-  34 00 10.66473(N)    111 45 36.61066(W) AD(       ) 2
 ES1000  NAD 27      -  34 00 10.52700(N)    111 45 34.08400(W) AD(       ) 2
 ES1000
 ES1000.Superseded values are not recommended for survey control.
 ES1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1000.See file dsdata.txt to determine how the superseded data were derived.
 ES1000
 ES1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2980262745(NAD 83)
 ES1000_MARKER: DS = TRIANGULATION STATION DISK
 ES1000_SETTING: 66 = SET IN ROCK OUTCROP
 ES1000_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1000+STABILITY: POSITION/ELEVATION WELL
 ES1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1000+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2008
 ES1000
 ES1000  HISTORY     - Date     Condition        Report By
 ES1000  HISTORY     - 1924     MONUMENTED       CGS
 ES1000  HISTORY     - 1972     GOOD             AZHD
 ES1000  HISTORY     - 20081004 GOOD             GEOCAC
 ES1000
 ES1000                          STATION DESCRIPTION
 ES1000
 ES1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES1000'ABOUT 38 MILES NORTH AND 19 MILES EAST OF PHOENIX, 2 MILES
 ES1000'NORTH OF THE SEARS K RANCH ON THE VERDE RIVER, AND 1 MILE
 ES1000'WEST OF THE OK RANCH BUILDINGS, WHICH ARE ON THE WEST BANK OF THE
 ES1000'VERDE, ONE-HALF MILE NORTH OF LIME CREEK.  STATION IS ON THE
 ES1000'JAGGED, LIGHT BROWN RIDGE FORMING THE DIVIDE BETWEEN THE
 ES1000'VERDE AND LIME CREEK.  THIS DIVIDE IS VERY STEEP AND RISES
 ES1000'FROM THE SOUTH TO A HIGH SERRATED RIDGE, THEN DECLINES INTO A
 ES1000'SADDLE AND AGAIN ASCENDS, GETTING HIGHER AS IT GOES NORTH.
 ES1000'STATION IS ON NORTH END OF FIRST HUMP OVERLOOKING THE SADDLE,
 ES1000'THROUGH WHICH THE MARICOPA-YAVAPAI COUNTY LINE PASSES.
 ES1000'MARKED BY A STANDARD BRONZE DISK.
 ES1000
 ES1000                          STATION RECOVERY (1972)
 ES1000
 ES1000'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (HW)
 ES1000'GENERAL LOCATION - ABOUT 38 MILES NORTH AND 19 MILES EAST OF
 ES1000'PHOENIX, 2 MILES NORTH SEARS K RANCH ON THE VERDE RIVER.
 ES1000'
 ES1000'TO REACH - FROM THE POST OFFICE IN CAVE CREEK TRAVEL EAST
 ES1000'NORTH EAST ON CAVE CREEK RD FOR 8 MILES TO T RD RIGHT AND
 ES1000'MICRO WAVE TOWER ON RT.  TURN RT. ON GRADED RD TO BARTLETT DAM FOR
 ES1000'6.9 MILES TO FORK LEFT AND SIGN ON RIGHT SAYING NORSESALE DAM AND
 ES1000'BARTLETT DAM.  TAKE LEFT FORK FOR 11.2 MILES TO SRP. MAINTENANCE
 ES1000'HOUSE ON LEFT CONTINUE 0.10 MILES TO RD. LEFT AND SOUTH END
 ES1000'OF DIRT AIRSTRIP TURN LEFT TRAVEL NORTH ALONG AIRSTRIP FOR
 ES1000'0.50 MILES TO END OF AIRSTRIP AND CATTLE GUARD. (4 X 4 TRAVEL
 ES1000'RECCOMMENDED BEYOND THIS POINT).  (TRAVEL BEYOND THIS POINT
 ES1000'DEPENDS ON WATER LEVEL OF LAKE) CONTINUE NORTH ON TRACK RD
 ES1000'AROUND WEST BANK OF HORSESHOE LAKE.  FOR 0.80 MILES TO 25
 ES1000'FT DROP OFF INTO LIME CREEK.  TURN LEFT OR WEST UPSTREAM ON
 ES1000'LIME CREEK FOR 1.9 MILES AND END OF TRUCK TRAVEL.  (0.20
 ES1000'MILES BEYOND THIS POINT IS OLD MINE SHAFT IN SOUTH BANK OF LIME
 ES1000'CREEK) MOUNTAIN IS VISIBLE FROM THIS POINT IN THE NORTH
 ES1000'BUT NOT STATION.  THIS DIVIDE IS VERY STEEP AND RISES
 ES1000'FROM THE SOUTH TO A HIGH SERRATED RIDGE, THEN DECLINES INTO A
 ES1000'SADDLE AND AGAIN ASCENDS, GETTING HIGHER AS IT GOES
 ES1000'NORTH.  STATION IS ON NORTH END OF FIRST HUMP OVERLOOKING
 ES1000'SADDLE THROUGH WHICH MARICOPA YAVAPAI COUNTY LINE PASSES.
 ES1000'3-1/2 HR PACK (UP)
 ES1000'
 ES1000'STATION MARK - STAMPED LIME 1929 IN A 4 FOOT X 4 FOOT STONE
 ES1000'PROJECTING AT HIGH POINT 0.60 FT ABOVE GROUND.
 ES1000'
 ES1000'REFERENCE MARK - NO R.M.S
 ES1000'
 ES1000'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME.
 ES1000
 ES1000                          STATION RECOVERY (2008)
 ES1000
 ES1000'RECOVERY NOTE BY GEOCACHING 2008 (MDS)
 ES1000'MARK RECOVERED IN GOOD CONDITION, AS SET IN 1924. ALSO NOTING
 ES1000'ADDITIONAL ELEVATION STAMPING ADDED AT A LATER DATE OF 3807 VA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0898 ***********************************************************************
 ET0898  DESIGNATION -  LIME
 ET0898  PID         -  ET0898
 ET0898  STATE/COUNTY-  AZ/YAVAPAI
 ET0898  USGS QUAD   -  PAULDEN (1979)
 ET0898
 ET0898                         *CURRENT SURVEY CONTROL
 ET0898  ___________________________________________________________________
 ET0898* NAD 83(1992)-  34 57 59.34432(N)    112 24 41.87351(W)     ADJUSTED  
 ET0898* NAVD 88     -      1462.8    (meters)    4799.     (feet)  VERTCON   
 ET0898  ___________________________________________________________________
 ET0898  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 ET0898  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 ET0898  HORZ ORDER  -  SECOND
 ET0898
 ET0898.The horizontal coordinates were established by classical geodetic methods
 ET0898.and adjusted by the National Geodetic Survey in August 1993.
 ET0898
 ET0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0898
 ET0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0898
 ET0898.The geoid height was determined by GEOID03.
 ET0898
 ET0898;                    North         East     Units Scale Factor Converg.
 ET0898;SPC AZ C     -   439,968.261   168,161.473   MT  0.99992517   -0 17 01.2
 ET0898;SPC AZ C     - 1,443,465.42    551,710.87   iFT  0.99992517   -0 17 01.2
 ET0898;UTM  12      - 3,870,236.257   371,129.274   MT  0.99980468   -0 48 32.8
 ET0898
 ET0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0898!SPC AZ C     -   0.99977445  x   0.99992517  =   0.99969963
 ET0898!UTM  12      -   0.99977445  x   0.99980468  =   0.99957917
 ET0898
 ET0898|---------------------------------------------------------------------|
 ET0898| PID    Reference Object                     Distance      Geod. Az  |
 ET0898|                                                           dddmmss.s |
 ET0898| CH2668 LIME RM 1                            11.750 METERS 03032     |
 ET0898| CH2669 LIME RM 2                            11.663 METERS 21119     |
 ET0898| ET0897 ABRA                                APPROX. 3.2 KM 2184753.3 |
 ET0898|---------------------------------------------------------------------|
 ET0898
 ET0898                          SUPERSEDED SURVEY CONTROL
 ET0898
 ET0898  NAD 83(1986)-  34 57 59.34254(N)    112 24 41.87092(W) AD(       ) 2
 ET0898  NAD 27      -  34 57 59.27391(N)    112 24 39.26084(W) AD(       ) 2
 ET0898  NGVD 29 (07/19/86) 1462.0    (m)         4797.     (f) VERT ANG    3  
 ET0898
 ET0898.Superseded values are not recommended for survey control.
 ET0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0898.See file dsdata.txt to determine how the superseded data were derived.
 ET0898
 ET0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7112970236(NAD 83)
 ET0898_MARKER: DD = SURVEY DISK
 ET0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0898+STABILITY: SURFACE MOTION
 ET0898
 ET0898  HISTORY     - Date     Condition        Report By
 ET0898  HISTORY     - 1980     MONUMENTED       AZDT
 ET0898  HISTORY     - 20060509 POOR             GEOCAC
 ET0898
 ET0898                          STATION DESCRIPTION
 ET0898
 ET0898'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0898'THE STATION IS LOCATED 6.25 MILES NORTHEAST OF PAULDEN ALONG THE WEST
 ET0898'RIGHT OF WAY OF US HIGHWAY 89.
 ET0898'
 ET0898'THE STATION MARK IS AN ADOT DISK STAMPED LIME 1980.  IT IS SET IN TOP
 ET0898'OF A CONCRETE MONUMENT 97 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 ET0898'AND 3 FEET EAST OF THE WITNESS POST.
 ET0898'
 ET0898'REFERENCE MARK 1 IS AN ADOT DISK STAMPED LIME RM 1 1980.  IT IS SET IN
 ET0898'TOP OF A CONCRETE MONUMENT 97.5 FEET WEST OF THE CENTERLINE OF US 89.
 ET0898'
 ET0898'REFERENCE MARK 2 IS AN ADOT DISK STAMPED LIME RM 2 1980.  IT IS SET IN
 ET0898'TOP OF A CONCRETE MONUMENT 97.5 FEET WEST OF THE CENTERLINE OF US 89.
 ET0898'
 ET0898'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 ET0898'US HIGHWAY 89 FOR 6.7 MILES TO A LONG HIGHWAY CUT AT MILEPOST 343.7.
 ET0898'THE STATION IS ON TOP OF THE WEST SIDE OF THE CUT.
 ET0898
 ET0898                          STATION RECOVERY (2006)
 ET0898
 ET0898'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0898'LIME DISK ON CONCRETE MONUMENT WAS FOUND BURIED IN LOOSE SOIL AND
 ET0898'CONCRETE WASTE, TIPPED TO WEST AT 45 DEGREE ANGLE. REFERENCE MARKS 1
 ET0898'AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0989 ***********************************************************************
 FR0989  DESIGNATION -  LIME
 FR0989  PID         -  FR0989
 FR0989  STATE/COUNTY-  AZ/MOHAVE
 FR0989  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0989
 FR0989                         *CURRENT SURVEY CONTROL
 FR0989  ___________________________________________________________________
 FR0989* NAD 83(1992)-  35 40 10.59669(N)    113 45 59.82826(W)     ADJUSTED  
 FR0989* NAVD 88     -      1642.     (meters)    5387.     (feet)  SCALED    
 FR0989  ___________________________________________________________________
 FR0989  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FR0989  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FR0989  HORZ ORDER  -  THIRD
 FR0989
 FR0989.The horizontal coordinates were established by classical geodetic methods
 FR0989.and adjusted by the National Geodetic Survey in August 1993.
 FR0989
 FR0989.The orthometric height was scaled from a topographic map.
 FR0989
 FR0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0989
 FR0989.The geoid height was determined by GEOID03.
 FR0989
 FR0989;                    North         East     Units Scale Factor Converg.
 FR0989;SPC AZ W     -   517,875.234   211,855.448   MT  0.99993336   -0 00 34.9
 FR0989;SPC AZ W     - 1,699,065.73    695,063.81   iFT  0.99993336   -0 00 34.9
 FR0989;UTM  12      - 3,950,831.419   249,583.909   MT  1.00037281   -1 36 50.7
 FR0989
 FR0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0989!SPC AZ W     -   0.99974650  x   0.99993336  =   0.99967987
 FR0989!UTM  12      -   0.99974650  x   1.00037281  =   1.00011921
 FR0989
 FR0989|---------------------------------------------------------------------|
 FR0989| PID    Reference Object                     Distance      Geod. Az  |
 FR0989|                                                           dddmmss.s |
 FR0989| CH2666 LIME RM 1                             6.185 METERS 00100     |
 FR0989| CH2667 LIME RM 2                            13.210 METERS 26446     |
 FR0989| CH2665 LIME AZ MK                                         3265857.6 |
 FR0989|---------------------------------------------------------------------|
 FR0989
 FR0989                          SUPERSEDED SURVEY CONTROL
 FR0989
 FR0989  NAD 83(1986)-  35 40 10.59056(N)    113 45 59.82759(W) AD(       ) 3
 FR0989  NAD 27      -  35 40 10.63300(N)    113 45 57.02000(W) AD(       ) 3
 FR0989
 FR0989.Superseded values are not recommended for survey control.
 FR0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0989.See file dsdata.txt to determine how the superseded data were derived.
 FR0989
 FR0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4958450831(NAD 83)
 FR0989_MARKER: DS = TRIANGULATION STATION DISK
 FR0989_SETTING: 66 = SET IN ROCK OUTCROP
 FR0989
 FR0989  HISTORY     - Date     Condition        Report By
 FR0989  HISTORY     - 1936     MONUMENTED       CGS
 FR0989  HISTORY     - 1955     GOOD             CGS
 FR0989
 FR0989                          STATION DESCRIPTION
 FR0989
 FR0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0989'STATION IS 20 MILES AIRLINE WEST-NORTHWEST OF PEACH SPRINGS ON
 FR0989'THE HUALPAI INDIAN RESERVATION, REACHED FROM THE POST OFFICE AT
 FR0989'PEACH SPRINGS AS FOLLOWS--GO WEST ON U.S. HIGHWAY 66 FOR 1.9 MILES,
 FR0989'TURN RIGHT ON DIRT ROAD AND GO 0.8 MILE TO Y, TAKE RIGHT FORK AND
 FR0989'FOLLOW MAIN ROAD 18.7 MILES TO A CATTLE GUARD IN FENCE (SHACK
 FR0989'100 YARDS ON THE RIGHT), CONTINUE 4.5 MILES TO ROAD SUMMIT IN
 FR0989'SADDLE.  FROM HERE STATION IS ON TOP OF A ROCKY HILL TO THE
 FR0989'RIGHT.  STATION IS A 5-MINUTE PACK FROM HERE.
 FR0989'
 FR0989'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 FR0989'DRILL HOLES IN OUTCROPPING BEDROCK.
 FR0989'
 FR0989'TO REACH AZIMUTH MARK FROM ROAD SUMMIT, CONTINUE ON MAIN ROAD
 FR0989'0.9 MILE TO A Y, TAKE LEFT FORK, GO ABOUT 150 FEET TO A ROAD
 FR0989'COMING IN FROM THE RIGHT, TURN RIGHT ON THIS ROAD AND GO 40 FEET.
 FR0989'AZIMUTH MARK, IS ON THE LEFT CEMENTED IN DRILL HOLE IN
 FR0989'LARGE FLAT BEDROCK.
 FR0989
 FR0989                          STATION RECOVERY (1955)
 FR0989
 FR0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0989'RECOVERED.  THE STATION AND REFERENCE MARKS WERE RECOVERED IN
 FR0989'GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND
 FR0989'COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1782 ***********************************************************************
 CZ1782  DESIGNATION -  LIME
 CZ1782  PID         -  CZ1782
 CZ1782  STATE/COUNTY-  AZ/COCHISE
 CZ1782  USGS QUAD   -  DRAGOON (1995)
 CZ1782
 CZ1782                         *CURRENT SURVEY CONTROL
 CZ1782  ___________________________________________________________________
 CZ1782* NAD 83(1992)-  32 05 52.64641(N)    110 07 31.38418(W)     ADJUSTED  
 CZ1782* NAVD 88     -      2052.0    (meters)    6732.     (feet)  VERTCON   
 CZ1782  ___________________________________________________________________
 CZ1782  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 CZ1782  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CZ1782  HORZ ORDER  -  FIRST
 CZ1782
 CZ1782.The horizontal coordinates were established by classical geodetic methods
 CZ1782.and adjusted by the National Geodetic Survey in August 1993.
 CZ1782
 CZ1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1782
 CZ1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1782
 CZ1782.The geoid height was determined by GEOID03.
 CZ1782
 CZ1782;                    North         East     Units Scale Factor Converg.
 CZ1782;SPC AZ E     -   121,728.943   217,256.340   MT  0.99990019   +0 01 19.0
 CZ1782;SPC AZ E     -   399,373.17    712,783.27   iFT  0.99990019   +0 01 19.0
 CZ1782;UTM  12      - 3,551,628.319   582,525.563   MT  0.99968399   +0 27 53.2
 CZ1782
 CZ1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1782!SPC AZ E     -   0.99968218  x   0.99990019  =   0.99958241
 CZ1782!UTM  12      -   0.99968218  x   0.99968399  =   0.99936628
 CZ1782
 CZ1782|---------------------------------------------------------------------|
 CZ1782| PID    Reference Object                     Distance      Geod. Az  |
 CZ1782|                                                           dddmmss.s |
 CZ1782| CC6839 LIME RM 2                             5.657 METERS 04906     |
 CZ1782| CZ1784 JOHNSON CAIRN                       APPROX. 3.3 KM 0615529.3 |
 CZ1782| CC6837 LIME AZ MK                                         1114014.3 |
 CZ1782| CG0966 BENSON SP RR STANDPIPE              APPROX.21.2 KM 2271943.5 |
 CZ1782| CC6838 LIME RM 1                             8.295 METERS 31834     |
 CZ1782|---------------------------------------------------------------------|
 CZ1782
 CZ1782                          SUPERSEDED SURVEY CONTROL
 CZ1782
 CZ1782  NAD 83(1986)-  32 05 52.64001(N)    110 07 31.38106(W) AD(       ) 1
 CZ1782  NAD 27      -  32 05 52.35600(N)    110 07 29.12900(W) AD(       ) 1
 CZ1782  NGVD 29 (07/19/86) 2051.1    (m)         6729.     (f) VERT ANG    3  
 CZ1782
 CZ1782.Superseded values are not recommended for survey control.
 CZ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1782.See file dsdata.txt to determine how the superseded data were derived.
 CZ1782
 CZ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8252651628(NAD 83)
 CZ1782_MARKER: DS = TRIANGULATION STATION DISK
 CZ1782_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1782_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1782
 CZ1782  HISTORY     - Date     Condition        Report By
 CZ1782  HISTORY     - 1935     MONUMENTED       CGS
 CZ1782  HISTORY     - 1946     GOOD             CGS
 CZ1782  HISTORY     - 1956     GOOD             USE
 CZ1782
 CZ1782                          STATION DESCRIPTION
 CZ1782
 CZ1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1782'STATION IS LOCATED ON THE HIGHEST SUMMIT OF THE HIGH LIMESTONE
 CZ1782'MOUNTAIN RANGE 11-1/2 MILES, AIRLINE, W OF COCHISE.  THE
 CZ1782'PEAK CAN BE READILY IDENTIFIED BY A CIRCULAR CLIFF VERY CLOSE
 CZ1782'TO THE SUMMIT AND ON THE S SIDE, APPROXIMATELY 2 MILES SW BY W
 CZ1782'OF THE STATION JOHNSON.
 CZ1782'
 CZ1782'TO REACH FROM SIGN READING BENSON 30 WILCOX 11 IN COCHISE,
 CZ1782'GO S AS PER BENSON FOR 0.6 MILE, CROSS RAILROAD TRACK, CONTINUE
 CZ1782'ON THE MAIN TRAVELED ROAD 0.5 MILE, TURN W AS PER SIGN MUTTALL
 CZ1782'RANCH 1.5 MILES, GO 1.5 MILES, KEEP STRAIGHT AHEAD, GO 0.1
 CZ1782'MILE, GO STRAIGHT AHEAD THROUGH CATTLE GUARD, GO 3.7 MILES,
 CZ1782'PASS THROUGH CATTLE GUARD AND TAKE LEFT FORK, GO 2.2 MILES
 CZ1782'ENTER BETTER ROAD AT MINE, CONTINUE SW 0.3 MILE, TURN RIGHT
 CZ1782'UP ROAD IN WASH, GO 0.4 MILE, CONTINUE STRAIGHT AHEAD UP WASH,
 CZ1782'GO 0.3 MILE, KEEP RIGHT ALONG FENCE, GO 0.2 MILE, KEEP RIGHT,
 CZ1782'GO 0.1 MILE, TURN RIGHT ONTO OLD ROAD (ADOBE BUILDING JUST
 CZ1782'AHEAD AND JUST PAST FENCE CORNER), GO 0.15 MILE, GO THROUGH
 CZ1782'WIRE GATE, GO 0.15 MILE, PASS TO RIGHT OF HOUSE AND
 CZ1782'BEEHIVE, GO 0.7 MILE, PASS THROUGH IRON GATE, GO 0.25 MILE,
 CZ1782'PASS THROUGH GATE AT WINDMILL AND WATER TANK, CONTINUE ON
 CZ1782'OLD DIM ROAD FOR 0.45 MILE, GO UP CENTER WASH AND ONTO
 CZ1782'RIDGE (VERY OLD DIM ROAD), CONTINUE 0.9 MILE TO END OF
 CZ1782'TRUCK TRAVEL AT A SMALL ROCKY WASH, CONTINUE BY FOOT ON
 CZ1782'TRAIL TO FENCED ENCLOSURE, THENCE ON UP THE CANYON OR SW ACROSS
 CZ1782'THE CANYON UP THE SLOPE TO THE CREST OF THE RIDGE, SE OF
 CZ1782'PEAK, THENCE RIGHT (NW) TO THE SUMMIT AND STATION.
 CZ1782'
 CZ1782'STATION CAN BE REACHED VIA DRAGOON-JOHNSON ROAD TO WALKERS
 CZ1782'RANCH, THENCE BY TAKING THE OLD DIM ROAD AS MENTIONED JUST
 CZ1782'BEFORE REACHING ADOBE BUILDINGS JUST AHEAD, AND JUST BEFORE
 CZ1782'REACHING FENCE CORNER.
 CZ1782'
 CZ1782'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN OUTCROPPING
 CZ1782'BEDROCK.
 CZ1782
 CZ1782                          STATION RECOVERY (1946)
 CZ1782
 CZ1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1782'THE STATION SITE WAS FOUND AS DESCRIBED AND ALL MARKS RECOVERED
 CZ1782'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AS NOTED
 CZ1782'BELOW.
 CZ1782'
 CZ1782'DUE TO CHANGES IN ROADS, THE FOLLOWING DESCRIPTION SHOULD
 CZ1782'SUPERSEDE THE ORIGINAL.
 CZ1782'
 CZ1782'TO REACH FROM THE VALLEY NATIONAL BANK AT THE INTERSECTION
 CZ1782'OF STATE HIGHWAY 86 AND THE MAIN STREET IN WILLCOX, GO SW ON
 CZ1782'HIGHWAY 86 FOR 8.1 MILES TO FORK.  HERE CONTINUE STRAIGHT
 CZ1782'AHEAD OR RIGHT FORK ON HIGHWAY 86 FOR 9.0 MILES TO A CROSS ROAD.
 CZ1782'TURN RIGHT CROSSING CATTLE GUARD AT SIGN READING REPUBLIC MINE.
 CZ1782'CONTINUE ON GRADED GRAVEL ROAD FOR 0.2 MILE TO FORK.  TAKE
 CZ1782'LEFT FORK AND CONTINUE FOR 0.6 MILE TO FORK.  TAKE RIGHT
 CZ1782'FORK AND CONTINUE FOR 0.2 MILE TO FORK.  TAKE LEFT FORK
 CZ1782'(RIGHT FORK GOES TO RANCH HOUSE) AND GO FOR 0.05 MILE TO GATE
 CZ1782'ON RIGHT.  HERE LEAVE MAIN ROAD TURNING RIGHT THROUGH GATE
 CZ1782'AND CONTINUE FOR 0.15 MILE ON DIM TRACKS LEADING ALONG
 CZ1782'FENCE LINE TO A WIRE GATE.  PASS THROUGH AND GO 0.1 MILE TO WIRE
 CZ1782'GATE.  PASS THROUGH AND GO 0.15 MILE TO OLD RANCH HOUSE.
 CZ1782'BEAR RIGHT AROUND HOUSE AND PICK UP TRACKS ACROSS WASH GOING
 CZ1782'0.35 MILE TO A WIRE GATE.  PASS THROUGH AND GO 0.3 MILE TO
 CZ1782'IRON GATE.  PASS THROUGH AND CONTINUE FOR 0.25 MILE DOWN
 CZ1782'INTO WASH TO AZIMUTH ON THE RIGHT.  CONTINUE FOR 0.05 MILE TO
 CZ1782'WINDMILL.  HERE TURN SHARP LEFT THROUGH GATE AND INTO WASH.
 CZ1782'TURN RIGHT AND FOLLOW UP WASH FOR 0.6 MILE TO TRIPLE FORK IN
 CZ1782'WASH.  THERE ARE WHITE RAGS TIED TO LIMBS OF TREE AT
 CZ1782'THIS POINT.  CONTINUE UP CENTER FORK FOR 50 YARDS THEN
 CZ1782'BEAR RIGHT OUT OF WASH ONTO RIDGE.  PICK UP DIM TRACKS
 CZ1782'ALONG RIDGE AND CONTINUE FOR ABOUT 1/2 MILE KEEPING TO
 CZ1782'TOP OF RIDGE TO END OF TRAVEL.  (NOTE--FROM POINT OF
 CZ1782'WINDMILL A JEEP IS STRONGLY RECOMMENDED AS TRAVEL BY TRUCK
 CZ1782'IS PRACTICALLY IMPOSSIBLE.) FROM HERE PACK W FOLLOWING
 CZ1782'WASH TO A PROMINENT RIDGE STRAIGHT AHEAD.  PACK UP RIDGE
 CZ1782'TO CREST, THEN TURN RIGHT AND CONTINUE UP TO WHITISH CLIFF.  KEEP
 CZ1782'LEFT AROUND CLIFF TO CREVICE.  GO UP THROUGH CREVICE TO TOP AND
 CZ1782'STATION SITE.  A 1-1/2-HOUR PACK.
 CZ1782'
 CZ1782'THE NEWLY ESTABLISHED AZIMUTH MARK IS A BRONZE AZIMUTH DISK,
 CZ1782'STAMPED LIME 1946, AND IS SET IN A DRILL HOLE IN OUTCROPPING
 CZ1782'BEDROCK THAT PROJECTS ABOUT 1 INCH FROM THE GROUND.  IT IS
 CZ1782'LOCATED 41-1/2 FEET N OF THE CENTER OF THE TRACK ROAD AND
 CZ1782'5 FEET NW OF A 2-FOOT ROCK CAIRN AND 1- BY 4-INCH PLAIN
 CZ1782'WITNESS POST.  BY AIRLINE IT IS ABOUT 1-1/2 MILES E OF STATION
 CZ1782'AND 50 YARDS ENE OF THE WINDMILL MENTIONED IN THE DESCRIPTION.
 CZ1782
 CZ1782                          STATION RECOVERY (1956)
 CZ1782
 CZ1782'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1782'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0495 ***********************************************************************
 GP0495  DESIGNATION -  LIME
 GP0495  PID         -  GP0495
 GP0495  STATE/COUNTY-  AZ/COCONINO
 GP0495  USGS QUAD   -  TANNER WELL (1985)
 GP0495
 GP0495                         *CURRENT SURVEY CONTROL
 GP0495  ___________________________________________________________________
 GP0495* NAD 83(1992)-  36 36 11.04974(N)    111 39 22.69023(W)     ADJUSTED  
 GP0495* NAVD 88     -      1578.1    (meters)    5177.     (feet)  VERTCON   
 GP0495  ___________________________________________________________________
 GP0495  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GP0495  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 GP0495  HORZ ORDER  -  SECOND
 GP0495
 GP0495.The horizontal coordinates were established by classical geodetic methods
 GP0495.and adjusted by the National Geodetic Survey in August 1993.
 GP0495
 GP0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0495
 GP0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0495
 GP0495.The geoid height was determined by GEOID03.
 GP0495
 GP0495;                    North         East     Units Scale Factor Converg.
 GP0495;SPC AZ C     -   621,457.109   236,653.022   MT  0.99990668   +0 09 18.9
 GP0495;SPC AZ C     - 2,038,901.28    776,420.68   iFT  0.99990668   +0 09 18.9
 GP0495;UTM  12      - 4,051,041.498   441,302.244   MT  0.99964245   -0 23 28.8
 GP0495
 GP0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0495!SPC AZ C     -   0.99975599  x   0.99990668  =   0.99966269
 GP0495!UTM  12      -   0.99975599  x   0.99964245  =   0.99939853
 GP0495
 GP0495|---------------------------------------------------------------------|
 GP0495| PID    Reference Object                     Distance      Geod. Az  |
 GP0495|                                                           dddmmss.s |
 GP0495| CR7979 LIME RM 1                            12.267 METERS 00923     |
 GP0495| GP0487 CURVE                               APPROX. 3.5 KM 1592204.9 |
 GP0495| CR7980 LIME RM 2                            12.105 METERS 18920     |
 GP0495|---------------------------------------------------------------------|
 GP0495
 GP0495                          SUPERSEDED SURVEY CONTROL
 GP0495
 GP0495  NAD 83(1986)-  36 36 11.04761(N)    111 39 22.68593(W) AD(       ) 2
 GP0495  NGVD 29 (07/12/88) 1577.1    (m)         5174.     (f) VERT ANG    3  
 GP0495
 GP0495.Superseded values are not recommended for survey control.
 GP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0495.See file dsdata.txt to determine how the superseded data were derived.
 GP0495
 GP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4130251041(NAD 83)
 GP0495_MARKER: DS = TRIANGULATION STATION DISK
 GP0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0495+STABILITY: SURFACE MOTION
 GP0495
 GP0495  HISTORY     - Date     Condition        Report By
 GP0495  HISTORY     - 1983     MONUMENTED       AZDT
 GP0495
 GP0495                          STATION DESCRIPTION
 GP0495
 GP0495'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0495'THE STATION IS LOCATED 24 MILES SOUTHWEST OF PAGE, 2-1/4 MILES SOUTH
 GP0495'OF THE JUNCTION OF U.S. HIGHWAYS 89 AND 89 ALT.  IT IS IN THE RIGHT OF
 GP0495'WAY OF U.S. 89.
 GP0495'
 GP0495'THE STATION MARK IS AN AZDT DISK STAMPED---LIME 1983---.  IT IS SET IN
 GP0495'TOP OF A 10 INCH CONCRETE MONUMENT 98 FEET WEST OF THE CENTERLINE OF
 GP0495'THE HIGHWAY AND 2 FEET SOUTHEAST OF THE WITNESS POST.
 GP0495'
 GP0495'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LINE RM 1 1983---.  IT IS
 GP0495'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0495'
 GP0495'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LINE RM 2 1983---.  IT IS
 GP0495'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0495'
 GP0495'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0495'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0495'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN
 GP0495'LEFT ALONG U.S. 89 AND TRAVEL SOUTH FOR 24.5 MILES TO THE JUNCTION OF
 GP0495'U.S. 89 AND U.S. 89 ALT.  TURN LEFT ALONG U.S. 89 AND TRAVEL SOUTH FOR
 GP0495'2.2 MILES TO MILE POST 521.8 AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1073 ***********************************************************************
 ES1073  DESIGNATION -  LIMESTONE
 ES1073  PID         -  ES1073
 ES1073  STATE/COUNTY-  AZ/NAVAJO
 ES1073  USGS QUAD   -  LIMESTONE CANYON NORTH (1977)
 ES1073
 ES1073                         *CURRENT SURVEY CONTROL
 ES1073  ___________________________________________________________________
 ES1073* NAD 83(1992)-  34 10 42.63959(N)    110 16 31.01216(W)     ADJUSTED  
 ES1073* NAVD 88     -      2167.9    (meters)    7113.     (feet)  VERTCON   
 ES1073  ___________________________________________________________________
 ES1073  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 ES1073  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES1073  HORZ ORDER  -  SECOND
 ES1073
 ES1073.The horizontal coordinates were established by classical geodetic methods
 ES1073.and adjusted by the National Geodetic Survey in August 1993.
 ES1073
 ES1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1073
 ES1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1073
 ES1073.The geoid height was determined by GEOID03.
 ES1073
 ES1073;                    North         East     Units Scale Factor Converg.
 ES1073;SPC AZ E     -   352,458.355   203,347.711   MT  0.99990124   -0 03 39.7
 ES1073;SPC AZ E     - 1,156,359.43    667,151.28   iFT  0.99990124   -0 03 39.7
 ES1073;UTM  12      - 3,782,186.502   566,786.554   MT  0.99965498   +0 24 25.7
 ES1073
 ES1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1073!SPC AZ E     -   0.99966357  x   0.99990124  =   0.99956484
 ES1073!UTM  12      -   0.99966357  x   0.99965498  =   0.99931866
 ES1073
 ES1073|---------------------------------------------------------------------|
 ES1073| PID    Reference Object                     Distance      Geod. Az  |
 ES1073|                                                           dddmmss.s |
 ES1073| ES1072 LIMESTONE RM 1                       27.750 METERS 08203     |
 ES1073| CS4085 INDIAN SERVICE LOT                   27.758 METERS 08433     |
 ES1073| ES1074 CIBECUE                             APPROX.15.1 KM 2092543.3 |
 ES1073| CD3105 LIMESTONE RM 2                       24.070 METERS 31311     |
 ES1073|---------------------------------------------------------------------|
 ES1073
 ES1073                          SUPERSEDED SURVEY CONTROL
 ES1073
 ES1073  NAD 83(1986)-  34 10 42.63587(N)    110 16 31.01573(W) AD(       ) 2
 ES1073  NAD 27      -  34 10 42.48460(N)    110 16 28.60440(W) AD(       ) 2
 ES1073  NGVD 29 (07/19/86) 2167.0    (m)         7110.     (f) VERT ANG    3  
 ES1073
 ES1073.Superseded values are not recommended for survey control.
 ES1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1073.See file dsdata.txt to determine how the superseded data were derived.
 ES1073
 ES1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC6678782187(NAD 83)
 ES1073_MARKER: DS = TRIANGULATION STATION DISK
 ES1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1073
 ES1073  HISTORY     - Date     Condition        Report By
 ES1073  HISTORY     - 1958     MONUMENTED       CGS
 ES1073  HISTORY     - 1960     GOOD             USGS
 ES1073  HISTORY     - 1967     GOOD             CGS
 ES1073  HISTORY     - 1972     GOOD             AZHD
 ES1073
 ES1073                          STATION DESCRIPTION
 ES1073
 ES1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1073'THE STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF SHOW
 ES1073'LOW AND 9 MILES SOUTH-SOUTHWEST OF PINEDALE ON A HIGH NORTH-SOUTH
 ES1073'RIDGE, 91 FEET WEST-SOUTHWEST OF THE CENTER OF THE, LIMESTONE,
 ES1073'FORT APACHE, INDIAN FOREST SERVICE, FIRE LOOKOUT TOWER ON THE FORT
 ES1073'APACHE INDIAN RESERVATION.  THE MARK PROJECTS 4 INCHES AND
 ES1073'IS STAMPED LIMESTONE 1958.
 ES1073'
 ES1073'REFERENCE MARK NO. 1 IS LOCATED DIRECTLY UNDER THE CENTER OF
 ES1073'THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 ES1073'LIMESTONE NO. 1 1958.
 ES1073'
 ES1073'REFERENCE MARK NO. 2 IS 25 FEET NORTH-NORTHEAST OF A 20-INCH
 ES1073'PINE TREE AND 14 FEET SOUTH OF AN 18-INCH PINE TREE.  THE
 ES1073'MARK PROJECTS 5 INCHES AND IS STAMPED LIMESTONE NO 2 1958.
 ES1073'
 ES1073'THERE WAS NO SUITABLE SITE FOR AN AZIMUTH MARK.
 ES1073'
 ES1073'THE LOOKOUT TOWER IS A GLASS AND METAL ENCLOSED CAB SUPPORTED
 ES1073'BY A FOUR-LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 130
 ES1073'FEET.
 ES1073'
 ES1073'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH
 ES1073'ONE BLOCK (0.1 MILE) ON STATE HIGHWAY 173 TO THE JUNCTION WITH
 ES1073'U.S. HIGHWAY 60, TURN LEFT ON HIGHWAY 60 AND GO 4.7 MILES
 ES1073'TO A SIDE ROAD RIGHT AND THE SIGNS, FOR APACHE INDIAN
 ES1073'RESERVATION AND RIM ROAD 27 DEER SPRINGS LOOKOUT.  TURN
 ES1073'RIGHT ON THE SIDE ROAD AND GO 15.2 MILES TO A TRACK ROAD LEFT
 ES1073'AND THE SIGN, LIMESTONE L.O.  TURN LEFT ON THE TRACK ROAD AND
 ES1073'GO THROUGH A GATE INTO THE FORT APACHE INDIAN RESERVATION,
 ES1073'FOLLOW THE TRACK ROAD FOR 3.3 MILES TO THE LIMESTONE LOOKOUT
 ES1073'TOWER AND THE STATION AS DESCRIBED.
 ES1073'
 ES1073'HEIGHT OF LIGHT ABOVE STATION MARK 25.2 METERS.
 ES1073
 ES1073                          STATION RECOVERY (1960)
 ES1073
 ES1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1073'RECOVERED IN GOOD CONDITION.
 ES1073
 ES1073                          STATION RECOVERY (1967)
 ES1073
 ES1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES1073'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES1073'IN GOOD CONDITION.
 ES1073'
 ES1073'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 ES1073'ADEQUATE.
 ES1073
 ES1073                          STATION RECOVERY (1972)
 ES1073
 ES1073'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TEJ)
 ES1073'GENERAL LOCATION - AS PER DESCRIPTION.
 ES1073'
 ES1073'TO REACH - AS PER DESCRIPTION.
 ES1073'
 ES1073'STATION MARK - AS PER DESCRIPTION.
 ES1073'
 ES1073'REFERENCE MARKS - R.M. 1 AND 2 BOTH IN GOOD.
 ES1073'
 ES1073'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1072 ***********************************************************************
 ES1072  DESIGNATION -  LIMESTONE RM 1
 ES1072  PID         -  ES1072
 ES1072  STATE/COUNTY-  AZ/NAVAJO
 ES1072  USGS QUAD   -  LIMESTONE CANYON NORTH (1977)
 ES1072
 ES1072                         *CURRENT SURVEY CONTROL
 ES1072  ___________________________________________________________________
 ES1072* NAD 83(1992)-  34 10 42.76425(N)    110 16 29.93899(W)     NO CHECK  
 ES1072* NAVD 88     -      2167.     (meters)    7110.     (feet)  SCALED    
 ES1072  ___________________________________________________________________
 ES1072  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 ES1072  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES1072  HORZ ORDER  -  THIRD
 ES1072
 ES1072.The horizontal coordinates were established by classical geodetic methods
 ES1072.and adjusted by the National Geodetic Survey in August 1993.
 ES1072.No horizontal observational check was made to the station.
 ES1072
 ES1072.The orthometric height was scaled from a topographic map.
 ES1072
 ES1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1072
 ES1072.The geoid height was determined by GEOID03.
 ES1072
 ES1072;                    North         East     Units Scale Factor Converg.
 ES1072;SPC AZ E     -   352,462.166   203,375.195   MT  0.99990123   -0 03 39.1
 ES1072;SPC AZ E     - 1,156,371.94    667,241.45   iFT  0.99990123   -0 03 39.1
 ES1072;UTM  12      - 3,782,190.537   566,813.999   MT  0.99965503   +0 24 26.3
 ES1072
 ES1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1072!SPC AZ E     -   0.99966372  x   0.99990123  =   0.99956499
 ES1072!UTM  12      -   0.99966372  x   0.99965503  =   0.99931887
 ES1072
 ES1072:                Primary Azimuth Mark                     Grid Az
 ES1072:SPC AZ E     -  BUCKSKIN LOOKOUT TOWER                   288 10 36.7
 ES1072:UTM  12      -  BUCKSKIN LOOKOUT TOWER                   287 42 31.3
 ES1072
 ES1072|---------------------------------------------------------------------|
 ES1072| PID    Reference Object                     Distance      Geod. Az  |
 ES1072|                                                           dddmmss.s |
 ES1072| ES1082 BUCKSKIN LOOKOUT TOWER              APPROX.32.3 KM 2880657.6 |
 ES1072| ES1083 PHOENIX                             APPROX.24.6 KM 2934923.9 |
 ES1072|---------------------------------------------------------------------|
 ES1072
 ES1072                          SUPERSEDED SURVEY CONTROL
 ES1072
 ES1072  NAD 83(1986)-  34 10 42.76053(N)    110 16 29.94257(W) AD(       ) 3
 ES1072  NAD 27      -  34 10 42.60930(N)    110 16 27.53130(W) AD(       ) 3
 ES1072
 ES1072.Superseded values are not recommended for survey control.
 ES1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1072.See file dsdata.txt to determine how the superseded data were derived.
 ES1072
 ES1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC6681482191(NAD 83)
 ES1072_MARKER: DS = TRIANGULATION STATION DISK
 ES1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1072+STABILITY: SURFACE MOTION
 ES1072
 ES1072  HISTORY     - Date     Condition        Report By
 ES1072  HISTORY     - 1958     MONUMENTED       CGS
 ES1072
 ES1072                          STATION DESCRIPTION
 ES1072
 ES1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ES1072'REFERENCE MARK NO. 1 IS LOCATED DIRECTLY UNDER THE CENTER OF
 ES1072'THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 ES1072'LIMESTONE NO. 1 1958.
 ES1072'
 ES1072'THE LOOKOUT TOWER IS A GLASS AND METAL ENCLOSED CAB SUPPORTED
 ES1072'BY A FOUR-LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 130
 ES1072'FEET.
 ES1072'
 ES1072'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH
 ES1072'ONE BLOCK (0.1 MILE) ON STATE HIGHWAY 173 TO THE JUNCTION WITH
 ES1072'U.S. HIGHWAY 60, TURN LEFT ON HIGHWAY 60 AND GO 4.7 MILES
 ES1072'TO A SIDE ROAD RIGHT AND THE SIGNS, FOR APACHE INDIAN
 ES1072'RESERVATION AND RIM ROAD 27 DEER SPRINGS LOOKOUT.  TURN
 ES1072'RIGHT ON THE SIDE ROAD AND GO 15.2 MILES TO A TRACK ROAD LEFT
 ES1072'AND THE SIGN, LIMESTONE L.O.  TURN LEFT ON THE TRACK ROAD AND
 ES1072'GO THROUGH A GATE INTO THE FORT APACHE INDIAN RESERVATION,
 ES1072'FOLLOW THE TRACK ROAD FOR 3.3 MILES TO THE LIMESTONE LOOKOUT
 ES1072'TOWER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0099 ***********************************************************************
 DA0099  HT_MOD      -  This is a Height Modernization Survey Station.
 DA0099  FBN         -  This is a Federal Base Network Control Station.
 DA0099  DESIGNATION -  LIN
 DA0099  PID         -  DA0099
 DA0099  STATE/COUNTY-  AZ/MARICOPA
 DA0099  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0099
 DA0099                         *CURRENT SURVEY CONTROL
 DA0099  ___________________________________________________________________
 DA0099* NAD 83(2007)-  32 50 21.04903(N)    112 13 38.55965(W)     ADJUSTED  
 DA0099* NAVD 88     -       550.53   (meters)    1806.2    (feet)  GPS OBS   
 DA0099  ___________________________________________________________________
 DA0099  EPOCH DATE  -        2007.00
 DA0099  X           -  -2,029,339.510 (meters)                     COMP
 DA0099  Y           -  -4,965,960.404 (meters)                     COMP
 DA0099  Z           -   3,439,268.982 (meters)                     COMP
 DA0099  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DA0099  ELLIP HEIGHT-         519.974 (meters)          (02/10/07) ADJUSTED
 DA0099  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0099
 DA0099  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA0099  Type    PID    Designation                      North   East  Ellip
 DA0099  -------------------------------------------------------------------
 DA0099  NETWORK DA0099 LIN                               0.24   0.22   0.65
 DA0099  -------------------------------------------------------------------
 DA0099
 DA0099.The horizontal coordinates were established by GPS observations
 DA0099.and adjusted by the National Geodetic Survey in February 2007.
 DA0099
 DA0099.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0099.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0099.The horizontal coordinates are valid at the epoch date displayed above.
 DA0099.The epoch date for horizontal control is a decimal equivalence
 DA0099.of Year/Month/Day.
 DA0099
 DA0099.The orthometric height was determined by GPS observations and a
 DA0099.high-resolution geoid model.
 DA0099.The orthometric height was determined by GPS observations and a
 DA0099.high-resolution geoid model using precise GPS observation and
 DA0099.processing techniques.
 DA0099
 DA0099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0099
 DA0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0099
 DA0099.The ellipsoidal height was determined by GPS observations
 DA0099.and is referenced to NAD 83.
 DA0099
 DA0099.The geoid height was determined by GEOID03.
 DA0099
 DA0099;                    North         East     Units Scale Factor Converg.
 DA0099;SPC AZ C     -   203,960.701   184,273.343   MT  0.99991043   -0 10 06.6
 DA0099;SPC AZ C     -   669,162.40    604,571.34   iFT  0.99991043   -0 10 06.6
 DA0099;UTM  12      - 3,634,125.937   385,132.289   MT  0.99976269   -0 39 56.4
 DA0099
 DA0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0099!SPC AZ C     -   0.99991837  x   0.99991043  =   0.99982881
 DA0099!UTM  12      -   0.99991837  x   0.99976269  =   0.99968108
 DA0099
 DA0099|---------------------------------------------------------------------|
 DA0099| PID    Reference Object                     Distance      Geod. Az  |
 DA0099|                                                           dddmmss.s |
 DA0099| DA0098 L 83                                  8.558 METERS 17841     |
 DA0099| DA0101 VEKOL                               APPROX. 2.1 KM 2775722.7 |
 DA0099| CH5852 LIN RM 2 BOLT                        16.778 METERS 28602     |
 DA0099|---------------------------------------------------------------------|
 DA0099
 DA0099                          SUPERSEDED SURVEY CONTROL
 DA0099
 DA0099  ELLIP H (09/30/99)  520.006  (m)                       GP(       ) 3 1
 DA0099  NAD 83(1986)-  32 50 21.03730(N)    112 13 38.55940(W) AD(       ) B
 DA0099  NAD 83(1992)-  32 50 21.04747(N)    112 13 38.55909(W) AD(       ) A
 DA0099  ELLIP H (09/30/92)  520.087  (m)                       GP(       ) 2 1
 DA0099  NAD 83(1986)-  32 50 21.03730(N)    112 13 38.55940(W) AD(       ) 2
 DA0099  NAD 27      -  32 50 20.86650(N)    112 13 36.04400(W) AD(       ) 2
 DA0099  NGVD 29 (??/??/92)  549.902  (m)         1804.14   (f) ADJ UNCH    2 0
 DA0099
 DA0099.Superseded values are not recommended for survey control.
 DA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0099.See file dsdata.txt to determine how the superseded data were derived.
 DA0099
 DA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8513234126(NAD 83)
 DA0099_MARKER: DD = SURVEY DISK
 DA0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0099_SP_SET: CONCRETE POST
 DA0099_STAMPING: LIN 1960
 DA0099_MARK LOGO: CGS   
 DA0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0099+STABILITY: SURFACE MOTION
 DA0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0099+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0099
 DA0099  HISTORY     - Date     Condition        Report By
 DA0099  HISTORY     - 1960     MONUMENTED       CGS
 DA0099  HISTORY     - 1960     GOOD             CGS
 DA0099  HISTORY     - 1968     GOOD             AMS
 DA0099  HISTORY     - 19920203 GOOD             NGS
 DA0099  HISTORY     - 19940430 GOOD             NOS
 DA0099  HISTORY     - 19980916 GOOD             AZ-013
 DA0099  HISTORY     - 19981106 GOOD             NGS
 DA0099  HISTORY     - 20000503 GOOD             MCDOT
 DA0099  HISTORY     - 20050329 GOOD             EVANS
 DA0099  HISTORY     - 20071130 GOOD             GEOCAC
 DA0099
 DA0099                          STATION DESCRIPTION
 DA0099
 DA0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA0099'THE STATION IS 15-1/2 MILES WEST OF STANFIELD, ON THE NORTH
 DA0099'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8.
 DA0099'
 DA0099'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO
 DA0099'WEST ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 14.1
 DA0099'MILES TO THE PINAL-MARICOPA COUNTY LINE, CONTINUE WEST ON
 DA0099'INTERSTATE HIGHWAY 8 FOR 1.4 MILES TO THE STATION ON THE RIGHT.
 DA0099'
 DA0099'THE STATION MARK, STAMPED LIN 1960, IS A STANDARD DISK SET
 DA0099'IN THE TOP OF A ROUND CONCRETE POST THAT IS 6 INCHES IN DIAMETER
 DA0099'AND PROJECTS 2 INCHES.  IT IS 91 FEET NORTH OF THE CENTER
 DA0099'OF THE WEST BOUND TRAFFIC LANE, 6 FEET SOUTH OF THE RIGHT-OF-WAY
 DA0099'FENCE AND 3 FEET SOUTH OF THE WITNESS POST.
 DA0099'
 DA0099'BENCH MARK L 83, STAMPED L 83 1935, WAS USED FOR REFERENCE
 DA0099'MARK 1.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP
 DA0099'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 FEET.  IT
 DA0099'IS 63 FEET NORTH OF THE WEST BOUND TRAFFIC LANE, 34 FEET
 DA0099'SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET SOUTH OF A 4 IN X
 DA0099'4 IN WITNESS POST.
 DA0099'
 DA0099'R.M. 2 IS A BOLT SET IN THE TOP OF A ROUND CONCRETE POST
 DA0099'6 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS NOT STAMPED.
 DA0099'
 DA0099'TRIANGULATION STATION VEKOL 1936 MAY BE USED FOR THE AZIMUTH
 DA0099'MARK.  SEE DESCRIPTION THEREOF.
 DA0099
 DA0099                          STATION RECOVERY (1960)
 DA0099
 DA0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0099'15.5 MI W FROM STANFIELD.
 DA0099'15.5 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84
 DA0099'AND INTERSTATE HIGHWAY 8, 6 FEET SOUTH OF RIGHT-OF-WAY FENCE, 91 FEET
 DA0099'NORTH OF CENTERLINE OF WESTBOUND TRAFFIC LANE OF HIGHWAY, SET IN THE
 DA0099'TOP OF 6-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
 DA0099
 DA0099                          STATION RECOVERY (1968)
 DA0099
 DA0099'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HKB)
 DA0099'RECOVERED AS DESCRIBED
 DA0099'
 DA0099'DESCRIPTION IS ADEQUATE.
 DA0099'
 DA0099'R.M. NO 1 ALSO BM L-83 1935 = PUB DIST. = 28.08 FT.
 DA0099'
 DA0099'R.M. NO 2 = PUB DIST = 55.05 FT.
 DA0099'
 DA0099'R.M. NO 1 CHECK DIST = 28.10 FT.
 DA0099'
 DA0099'R.M. NO 2 CHECK DIST = 55.07 FT.
 DA0099
 DA0099                          STATION RECOVERY (1992)
 DA0099
 DA0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DA0099'THE STATION IS LOCATED ABOUT 25 KM (15.5 MI) WEST OF STANFIELD, 2.6 KM
 DA0099'(1.6 MI) WEST OF THE OVERPASS AT VEKOL ROAD (EXIT 144), ON TOP OF A
 DA0099'CUTBANK ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8 AT MILE
 DA0099'146.2. OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 DA0099'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 8 AND
 DA0099'STATE HIGHWAY 84 (EXIT 151), GO WEST ON HIGHWAY 8 FOR 9.16 KM
 DA0099'(5.69 MI) TO A CUTBANK (HIGHWAY BEGINS TO DROP) AND THE STATION ON
 DA0099'THE RIGHT.
 DA0099'THE STATION IS SET IN THE TOP OF A 15-CM ROUND CONCRETE POST POURED IN
 DA0099'A TIN SLEEVE THAT PROJECTS 2 CM ABOVE GROUND.  LOCATED 27.7 M
 DA0099'(90.9 FT) (SLOPE) NORTH OF AND 5 M (16.4 FT) HIGHER THAN THE CENTER
 DA0099'OF THE WESTBOUND LANES, 7.5 M (24.6 FT) NORTH OF BENCH MARK L 83, 7 M
 DA0099'(23.0 FT) NORTH OF THE CUTBANK EDGE, 2.6 M (8.5 FT) WEST OF THE WEST
 DA0099'EDGE OF A HOLE DUG IN THE GROUND, 1.9 M (6.2 FT) SOUTH OF A
 DA0099'RIGHT-OF-WAY FENCE AND 0.9 M (3.0 FT) SOUTH OF A METAL WITNESS POST.
 DA0099
 DA0099                          STATION RECOVERY (1994)
 DA0099
 DA0099'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 DA0099'RECOVERED AS DESCRIBED.
 DA0099
 DA0099                          STATION RECOVERY (1998)
 DA0099
 DA0099'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DA0099'RECOVERED AS DESCRIBED.
 DA0099
 DA0099                          STATION RECOVERY (1998)
 DA0099
 DA0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DA0099'RECOVERED AS DESCRIBED.  A FIBERGLASS WITNESS POST HAS BEEN SET 0.9 M
 DA0099'(3.0 FT) NORTH OF THE STATION.
 DA0099
 DA0099                          STATION RECOVERY (2000)
 DA0099
 DA0099'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0099'RECOVERED AS DESCRIBED.
 DA0099
 DA0099                          STATION RECOVERY (2005)
 DA0099
 DA0099'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DA0099'RECOVERED AS DESCRIBED
 DA0099
 DA0099                          STATION RECOVERY (2007)
 DA0099
 DA0099'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0099'RECOVERED STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND
 DA0099'AZIMUTH MARK IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0623 ***********************************************************************
 DV0623  DESIGNATION -  LINDEN
 DV0623  PID         -  DV0623
 DV0623  STATE/COUNTY-  AZ/MARICOPA
 DV0623  USGS QUAD   -  PHOENIX (1982)
 DV0623
 DV0623                         *CURRENT SURVEY CONTROL
 DV0623  ___________________________________________________________________
 DV0623* NAD 83(1992)-  33 27 32.99261(N)    112 05 52.64431(W)     ADJUSTED  
 DV0623* NAVD 88     -       328.72   (+/-2cm)    1078.5    (feet)  VERTCON   
 DV0623  ___________________________________________________________________
 DV0623  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV0623  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV0623  HORZ ORDER  -  SECOND
 DV0623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0623
 DV0623.The horizontal coordinates were established by classical geodetic methods
 DV0623.and adjusted by the National Geodetic Survey in August 1993.
 DV0623
 DV0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0623.The vertical order pertains to the NGVD 29 superseded value.
 DV0623
 DV0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0623
 DV0623.The geoid height was determined by GEOID03.
 DV0623
 DV0623;                    North         East     Units Scale Factor Converg.
 DV0623;SPC AZ C     -   272,686.431   196,507.833   MT  0.99990350   -0 05 59.8
 DV0623;SPC AZ C     -   894,640.52    644,710.74   iFT  0.99990350   -0 05 59.8
 DV0623;UTM  12      - 3,702,730.911   397,965.548   MT  0.99972835   -0 36 19.4
 DV0623
 DV0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0623!SPC AZ C     -   0.99995309  x   0.99990350  =   0.99985660
 DV0623!UTM  12      -   0.99995309  x   0.99972835  =   0.99968146
 DV0623
 DV0623:                Primary Azimuth Mark                     Grid Az
 DV0623:SPC AZ C     -  LINDEN AZ MK                             002 14 08.3
 DV0623:UTM  12      -  LINDEN AZ MK                             002 44 27.9
 DV0623
 DV0623|---------------------------------------------------------------------|
 DV0623| PID    Reference Object                     Distance      Geod. Az  |
 DV0623|                                                           dddmmss.s |
 DV0623| DV0626 LINDEN AZ MK                                       0020808.5 |
 DV0623| DV0624 LINDEN RM 1                          26.858 METERS 00343     |
 DV0623| DV0625 LINDEN RM 2                          22.415 METERS 12825     |
 DV0623|---------------------------------------------------------------------|
 DV0623
 DV0623                          SUPERSEDED SURVEY CONTROL
 DV0623
 DV0623  NAD 83(1986)-  33 27 32.98680(N)    112 05 52.64975(W) AD(       ) 2
 DV0623  NAD 27      -  33 27 32.83110(N)    112 05 50.11220(W) AD(       ) 2
 DV0623  NGVD 29 (??/??/92)  328.070  (m)         1076.34   (f) ADJ UNCH    2 0
 DV0623
 DV0623.Superseded values are not recommended for survey control.
 DV0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0623.See file dsdata.txt to determine how the superseded data were derived.
 DV0623
 DV0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9796602731(NAD 83)
 DV0623_MARKER: DE = TRAVERSE STATION DISK
 DV0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0623_STAMPING: LINDEN 1963
 DV0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0623+STABILITY: SURFACE MOTION
 DV0623
 DV0623  HISTORY     - Date     Condition        Report By
 DV0623  HISTORY     - 1963     MONUMENTED       CGS
 DV0623  HISTORY     - 1963     GOOD             CGS
 DV0623  HISTORY     - 1969     GOOD             AZHD
 DV0623  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0623
 DV0623                          STATION DESCRIPTION
 DV0623
 DV0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0623'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF PHOENIX,
 DV0623'ABOUT 1/2 MILE NORTH OF WEST VAN BUREN STREET, ABOUT 1/2 MILE
 DV0623'SOUTH OF WEST MC DOWELL ROAD AND ON A VACANT LOT ON WEST SIDE
 DV0623'OF NORTH 18TH AVENUE.
 DV0623'
 DV0623'TO REACH FROM THE JUNCTION OF WEST ROOSEVELT STREET AND NORTH
 DV0623'18TH AVENUE IN THE WEST SECTION OF PHOENIX, GO NORTH ON NORTH
 DV0623'18TH AVENUE FOR 200 FEET TO STATION ON LEFT AS DESCRIBED.
 DV0623'
 DV0623'STATION MARK, A STANDARD STATION TRAVERSE DISK STAMPED LINDEN
 DV0623'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV0623'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 119 FEET
 DV0623'SOUTH OF THE CENTER OF WEST LINDEN STREET, 93.5 FEET SOUTH OF A
 DV0623'FIRE HYDRANT, 30 FEET WEST OF THE CENTER OF NORTH 18TH
 DV0623'AVENUE AND 5 FEET NORTH OF A WITNESS POST.
 DV0623'
 DV0623'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED LINDEN
 DV0623'NO 1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV0623'SET FLUSH.  THE MARK IS 93 FEET NORTH OF THE WITNESS POST, 31
 DV0623'FEET SOUTH OF THE CENTER OF WEST LINDEN STREET, 26 FEET WEST OF
 DV0623'THE CENTER OF NORTH 18TH AVENUE AND 11.6 FEET SOUTHEAST OF A
 DV0623'FIRE HYDRANT.
 DV0623'
 DV0623'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED LINDEN
 DV0623'NO 2 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV0623'SET FLUSH.  THE MARK IS 70.3 FEET SOUTHEAST OF THE WITNESS POST,
 DV0623'29 FEET EAST OF CENTER OF NORTH 18TH AVENUE, 4 FEET
 DV0623'SOUTH-SOUTHEAST OF A POWER POLE AND 3 FEET SOUTHWEST OF A FENCE
 DV0623'CORNER.
 DV0623'
 DV0623'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK STAMPED LINDEN 1963, IS
 DV0623'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 5
 DV0623'INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 29 FEET
 DV0623'EAST-NORTHEAST OF A FIRE HYDRANT, 27 FEET NORTH OF THE CENTER OF
 DV0623'WEST SPRUCE STREET, 27 FEET WEST-NORTHWEST OF A POWER POLE AND
 DV0623'1.7 FEET WEST OF THE WITNESS POST.
 DV0623'
 DV0623'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON NORTH 18TH
 DV0623'AVENUE FOR 0.2 MILE TO WEST SPRUCE STREET AND THE AZIMUTH MARK
 DV0623'AS DESCRIBED.
 DV0623'
 DV0623'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV0623
 DV0623                          STATION RECOVERY (1963)
 DV0623
 DV0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0623'IN PHOENIX.
 DV0623'AT THE INTERSECTION OF LINDEN STREET AND NORTH 18TH AVENUE, WHICH IS 1
 DV0623'BLOCK NORTH OF ROOSEVELT STREET, AND ABOUT 0.5 MILE SOUTH OF WEST
 DV0623'MCDOWELL ROAD IN PHOENIX, 119 FEET SOUTH OF THE CENTER OF LINDEN
 DV0623'STREET, 28 FEET WEST OF THE CENTER OF NORTH 18TH AVENUE, 69.4 FEET
 DV0623'NORTHWEST OF A POWER POLE, 43.5 FEET SOUTH OF A FIRE HYDRANT, 5.1 FEET
 DV0623'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN
 DV0623'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0623
 DV0623                          STATION RECOVERY (1969)
 DV0623
 DV0623'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0623'GENERAL LOCATION PHOENIX.
 DV0623'
 DV0623'THE STATION, AZIMUTH, AND REFERENCE MARK RECOVERED AS
 DV0623'DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 DV0623
 DV0623                          STATION RECOVERY (2007)
 DV0623
 DV0623'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0623'THE AREA HAS BEEN DEVELOPED, NO EVIDENCE OF THE MARK OR WITNESS POST
 DV0623'WAS FOUND. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0626 ***********************************************************************
 DV0626  DESIGNATION -  LINDEN AZ MK
 DV0626  PID         -  DV0626
 DV0626  STATE/COUNTY-  AZ/MARICOPA
 DV0626  USGS QUAD   -  PHOENIX (1982)
 DV0626
 DV0626                         *CURRENT SURVEY CONTROL
 DV0626  ___________________________________________________________________
 DV0626* NAD 83(1986)-  33 27 44.     (N)    112 05 52.     (W)     SCALED    
 DV0626* NAVD 88     -       329.539  (meters)    1081.16   (feet)  ADJUSTED  
 DV0626  ___________________________________________________________________
 DV0626  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV0626  DYNAMIC HT  -         329.157 (meters)    1079.91  (feet)  COMP
 DV0626  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 DV0626
 DV0626  VERT ORDER  -  SECOND    CLASS 0
 DV0626
 DV0626.The horizontal coordinates were scaled from a topographic map and have
 DV0626.an estimated accuracy of +/- 6 seconds.
 DV0626
 DV0626.The orthometric height was determined by differential leveling
 DV0626.and adjusted in November 1993.
 DV0626
 DV0626.The geoid height was determined by GEOID03.
 DV0626
 DV0626.The dynamic height is computed by dividing the NAVD 88
 DV0626.geopotential number by the normal gravity value computed on the
 DV0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0626.degrees latitude (g = 980.6199 gals.).
 DV0626
 DV0626.The modeled gravity was interpolated from observed gravity values.
 DV0626
 DV0626;                    North         East    Units  Estimated Accuracy
 DV0626;SPC AZ C     -   273,030.      196,530.      MT  (+/- 180 meters Scaled)
 DV0626
 DV0626                          SUPERSEDED SURVEY CONTROL
 DV0626
 DV0626  NGVD 29 (??/??/92)  328.870  (m)         1078.97   (f) ADJ UNCH    2 0
 DV0626
 DV0626.Superseded values are not recommended for survey control.
 DV0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0626.See file dsdata.txt to determine how the superseded data were derived.
 DV0626
 DV0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979030(NAD 83)
 DV0626_MARKER: DZ = AZIMUTH MARK DISK
 DV0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0626_STAMPING: LINDEN 1963
 DV0626_MARK LOGO: CGS   
 DV0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0626+STABILITY: SURFACE MOTION
 DV0626
 DV0626  HISTORY     - Date     Condition        Report By
 DV0626  HISTORY     - 1963     MONUMENTED       CGS
 DV0626  HISTORY     - 1979     GOOD             AZDT
 DV0626  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0626
 DV0626                          STATION DESCRIPTION
 DV0626
 DV0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0626'IN PHOENIX.
 DV0626'AT THE INTERSECTION OF NORTH 18TH AVENUE AND WEST SPRUCE STREET, WHICH
 DV0626'IS ABOUT 0.25 MILE WEST OF GRAND AVENUE, AND ABOUT 0.25 MILE NORTH OF
 DV0626'ROOSEVELT STREET AT A POINT WHERE NORTH 18TH AVENUE COMES TO A DEAD
 DV0626'END, 26 FEET NORTH OF THE CENTER OF WEST SPRUCE STREET, 40 FEET EAST
 DV0626'OF A FIRE HYDRANT, 26 FEET WEST OF A BRACED POWER POLE, 2.6 FEET SOUTH
 DV0626'OF THE SOUTH SIDE OF A METAL COVERED BUILDING, 1.6 FEET WEST OF A
 DV0626'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 6
 DV0626'INCHES.
 DV0626
 DV0626                          STATION RECOVERY (1979)
 DV0626
 DV0626'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0626'RECOVERED IN GOOD CONDITION.
 DV0626
 DV0626                          STATION RECOVERY (2007)
 DV0626
 DV0626'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0626'A UTILITY POLE HAS BEEN INSTALLED AT THE DESCRIBED LOCATION. ASSUMED
 DV0626'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0624 ***********************************************************************
 DV0624  DESIGNATION -  LINDEN RM 1
 DV0624  PID         -  DV0624
 DV0624  STATE/COUNTY-  AZ/MARICOPA
 DV0624  USGS QUAD   -  PHOENIX (1982)
 DV0624
 DV0624                         *CURRENT SURVEY CONTROL
 DV0624  ___________________________________________________________________
 DV0624* NAD 83(1986)-  33 27 32.     (N)    112 05 53.     (W)     SCALED    
 DV0624* NAVD 88     -       328.81   (+/-2cm)    1078.8    (feet)  VERTCON   
 DV0624  ___________________________________________________________________
 DV0624  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0624
 DV0624.The horizontal coordinates were scaled from a topographic map and have
 DV0624.an estimated accuracy of +/- 6 seconds.
 DV0624
 DV0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0624.The vertical order pertains to the NGVD 29 superseded value.
 DV0624
 DV0624.The geoid height was determined by GEOID03.
 DV0624
 DV0624;                    North         East    Units  Estimated Accuracy
 DV0624;SPC AZ C     -   272,660.      196,500.      MT  (+/- 180 meters Scaled)
 DV0624
 DV0624                          SUPERSEDED SURVEY CONTROL
 DV0624
 DV0624  NGVD 29 (??/??/92)  328.162  (m)         1076.64   (f) ADJ UNCH    2 0
 DV0624
 DV0624.Superseded values are not recommended for survey control.
 DV0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0624.See file dsdata.txt to determine how the superseded data were derived.
 DV0624
 DV0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979027(NAD 83)
 DV0624_MARKER: DR = REFERENCE MARK DISK
 DV0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0624_STAMPING: LINDEN NO 1 1963
 DV0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0624+STABILITY: SURFACE MOTION
 DV0624
 DV0624  HISTORY     - Date     Condition        Report By
 DV0624  HISTORY     - 1963     MONUMENTED       CGS
 DV0624  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0624
 DV0624                          STATION DESCRIPTION
 DV0624
 DV0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0624'IN PHOENIX.
 DV0624'AT THE INTERSECTION OF LINDEN STREET AND NORTH 18TH AVENUE, WHICH IS 1
 DV0624'BLOCK NORTH OF ROOSEVELT STREET, AND ABOUT 0.5 MILE SOUTH OF WEST
 DV0624'MCDOWELL ROAD IN PHOENIX, 88.1 FEET NORTH OF TRAVERSE STATION LINDEN,
 DV0624'31 FEET SOUTH OF THE CENTER OF LINDEN STREET, 27.5 FEET WEST OF THE
 DV0624'CENTER OF NORTH 18TH AVENUE, 11.5 FEET SOUTHEAST OF A FIRE HYDRANT,
 DV0624'AND SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
 DV0624
 DV0624                          STATION RECOVERY (2007)
 DV0624
 DV0624'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0624'THE AREA HAS BEEN DEVELOPED, NO EVIDENCE OF THE MARK OR WITNESS POST
 DV0624'WAS FOUND. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0625 ***********************************************************************
 DV0625  DESIGNATION -  LINDEN RM 2
 DV0625  PID         -  DV0625
 DV0625  STATE/COUNTY-  AZ/MARICOPA
 DV0625  USGS QUAD   -  PHOENIX (1982)
 DV0625
 DV0625                         *CURRENT SURVEY CONTROL
 DV0625  ___________________________________________________________________
 DV0625* NAD 83(1986)-  33 27 32.     (N)    112 05 53.     (W)     SCALED    
 DV0625* NAVD 88     -       328.71   (+/-2cm)    1078.4    (feet)  VERTCON   
 DV0625  ___________________________________________________________________
 DV0625  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV0625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0625
 DV0625.The horizontal coordinates were scaled from a topographic map and have
 DV0625.an estimated accuracy of +/- 6 seconds.
 DV0625
 DV0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0625.The vertical order pertains to the NGVD 29 superseded value.
 DV0625
 DV0625.The geoid height was determined by GEOID03.
 DV0625
 DV0625;                    North         East    Units  Estimated Accuracy
 DV0625;SPC AZ C     -   272,660.      196,500.      MT  (+/- 180 meters Scaled)
 DV0625
 DV0625                          SUPERSEDED SURVEY CONTROL
 DV0625
 DV0625  NGVD 29 (??/??/92)  328.064  (m)         1076.32   (f) ADJ UNCH    2 0
 DV0625
 DV0625.Superseded values are not recommended for survey control.
 DV0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0625.See file dsdata.txt to determine how the superseded data were derived.
 DV0625
 DV0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979027(NAD 83)
 DV0625_MARKER: DR = REFERENCE MARK DISK
 DV0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0625_STAMPING: LINDEN NO 2 1963
 DV0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0625+STABILITY: SURFACE MOTION
 DV0625
 DV0625  HISTORY     - Date     Condition        Report By
 DV0625  HISTORY     - 1963     MONUMENTED       CGS
 DV0625  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0625
 DV0625                          STATION DESCRIPTION
 DV0625
 DV0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0625'IN PHOENIX.
 DV0625'AT THE INTERSECTION OF LINDEN STREET AND NORTH 18TH AVENUE, WHICH IS 1
 DV0625'BLOCK NORTH OF ROOSEVELT STREET, AND ABOUT 0.5 MILE SOUTH OF WEST
 DV0625'MCDOWELL ROAD IN PHOENIX, 73.6 FEET SOUTHEAST OF TRAVERSE STATION
 DV0625'LINDEN, 28 FEET EAST OF THE CENTER OF NORTH 18TH STREET, 4.5 FEET
 DV0625'SOUTH OF A POWER POLE, 3.3 FEET SOUTHWEST OF A FENCE CORNER, 70.4 FEET
 DV0625'SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV0625'PROJECTING 2 INCHES.
 DV0625
 DV0625                          STATION RECOVERY (2007)
 DV0625
 DV0625'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0625'THE AREA HAS BEEN DEVELOPED, NO EVIDENCE OF THE MARK OR WITNESS POST
 DV0625'WAS FOUND. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1751 ***********************************************************************
 CZ1751  DESIGNATION -  LINDSEY
 CZ1751  PID         -  CZ1751
 CZ1751  STATE/COUNTY-  AZ/GRAHAM
 CZ1751  USGS QUAD   -  TRIPP CANYON (1972)
 CZ1751
 CZ1751                         *CURRENT SURVEY CONTROL
 CZ1751  ___________________________________________________________________
 CZ1751* NAD 83(1992)-  32 45 04.60024(N)    110 05 37.22072(W)     ADJUSTED  
 CZ1751* NAVD 88     -      2053.2    (meters)    6736.     (feet)  VERTCON   
 CZ1751  ___________________________________________________________________
 CZ1751  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 CZ1751  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CZ1751  HORZ ORDER  -  FIRST
 CZ1751
 CZ1751.The horizontal coordinates were established by classical geodetic methods
 CZ1751.and adjusted by the National Geodetic Survey in August 1993.
 CZ1751
 CZ1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1751
 CZ1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1751
 CZ1751.The geoid height was determined by GEOID03.
 CZ1751
 CZ1751;                    North         East     Units Scale Factor Converg.
 CZ1751;SPC AZ E     -   194,172.812   220,199.939   MT  0.99990058   +0 02 22.2
 CZ1751;SPC AZ E     -   637,049.91    722,440.74   iFT  0.99990058   +0 02 22.2
 CZ1751;UTM  12      - 3,624,077.437   584,903.580   MT  0.99968888   +0 29 25.2
 CZ1751
 CZ1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1751!SPC AZ E     -   0.99968191  x   0.99990058  =   0.99958252
 CZ1751!UTM  12      -   0.99968191  x   0.99968888  =   0.99937088
 CZ1751
 CZ1751:                Primary Azimuth Mark                     Grid Az
 CZ1751:SPC AZ E     -  WEST PEAK LOOKOUT TOWER                  106 31 47.4
 CZ1751:UTM  12      -  WEST PEAK LOOKOUT TOWER                  106 04 44.4
 CZ1751
 CZ1751|---------------------------------------------------------------------|
 CZ1751| PID    Reference Object                     Distance      Geod. Az  |
 CZ1751|                                                           dddmmss.s |
 CZ1751| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX. 5.4 KM 1063409.6 |
 CZ1751| CC6843 LINDSEY RM 1                         12.530 METERS 12338     |
 CZ1751| CC6844 LINDSEY RM 2                          6.703 METERS 19826     |
 CZ1751| CC6842 LINDSEY AZ MK                                      2203928.3 |
 CZ1751|---------------------------------------------------------------------|
 CZ1751
 CZ1751                          SUPERSEDED SURVEY CONTROL
 CZ1751
 CZ1751  NAD 83(1986)-  32 45 04.59719(N)    110 05 37.21994(W) AD(       ) 1
 CZ1751  NAD 27      -  32 45 04.34900(N)    110 05 34.92500(W) AD(       ) 1
 CZ1751  NGVD 29 (07/19/86) 2052.4    (m)         6734.     (f) VERT ANG    3  
 CZ1751
 CZ1751.Superseded values are not recommended for survey control.
 CZ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1751.See file dsdata.txt to determine how the superseded data were derived.
 CZ1751
 CZ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8490424077(NAD 83)
 CZ1751_MARKER: DS = TRIANGULATION STATION DISK
 CZ1751_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1751_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1751
 CZ1751  HISTORY     - Date     Condition        Report By
 CZ1751  HISTORY     - 1946     MONUMENTED       CGS
 CZ1751
 CZ1751                          STATION DESCRIPTION
 CZ1751
 CZ1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1751'STATION IS LOCATED BY APPROXIMATE AIRLINE DISTANCES 18 MILES
 CZ1751'WSW OF PIMA, 13 MILES NW OF BONITA, AND 1/2 MILE W OF THE
 CZ1751'HEAD OF LINDSEY CANYON.  IT IS IN THE CROOK NATIONAL FOREST AND
 CZ1751'AT THE NW EDGE OF THE MOUNT GRAHAM RANGE.
 CZ1751'
 CZ1751'TO REACH FROM THE GENERAL STORE IN BONITA, GO NW ON THE KLONDYKE
 CZ1751'ROAD 13.6 MILES TO A SIDE ROAD LEFT TO THE EUREKA RANCH.
 CZ1751'CONTINUE ON THE KLONDYKE ROAD 3.7 MILES TO A DIM TRACK ROAD
 CZ1751'RIGHT UP A WASH.  TURN RIGHT ON THE TRACK ROAD WHICH CONTINUES
 CZ1751'UP THE WASH FOR 2.4 MILES, THEN FOLLOW A RIDGE 1.6 MILES TO A
 CZ1751'FORK.  TAKE THE RIGHT FORK AND CONTINUE 1.2 MILES TO WIRE
 CZ1751'GATE AT THE NATIONAL FOREST BOUNDARY.  PASS THROUGH AND
 CZ1751'CONTINUE 1.3 MILES TO A DIM FORK AFTER CROSSING A WASH.  TAKE
 CZ1751'LEFT FORK (RIGHT GOES TO WINDMILL) AND FOLLOW DIM ROAD 0.9
 CZ1751'MILE UP ONTO RIDGE TO END OF TRUCK TRAVEL AT A SMALL MINE
 CZ1751'SHAFT.  FROM HERE PACK UP RIDGE NNE ABOUT 1 MILE TO THE FIRST
 CZ1751'PEAK AND THE AZIMUTH MARK.  PACK NE ACROSS THE SADDLE ABOUT 1/2
 CZ1751'MILE TO THE SECOND PEAK AND THE STATION.  A PACK OF 1-1/2
 CZ1751'HOURS.
 CZ1751'
 CZ1751'THE STATION MARK IS A BRONZE STATION DISK, STAMPED LINDSEY 1946,
 CZ1751'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CZ1751'ABOUT 1 FOOT ABOVE THE GROUND.  IT IS LOCATED 21 FEET NE OF
 CZ1751'THE HIGHEST POINT OF THE HILL AND ABOUT 4 FEET LOWER.
 CZ1751'
 CZ1751'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED LINDSEY NO
 CZ1751'1 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 CZ1751'IS LOCATED ESE OF THE STATION AND ABOUT 7 FEET LOWER.
 CZ1751'
 CZ1751'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED LINDSEY
 CZ1751'NO 2 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 CZ1751'IS LOCATED SSW OF THE STATION AND ABOUT 2 FEET LOWER.
 CZ1751'
 CZ1751'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED LINDSEY 1946,
 CZ1751'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CZ1751'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED ON A SEPARATE
 CZ1751'PEAK ABOUT 1/2 MILE SW OF THE STATION, 2 FEET E OF A 3-FOOT
 CZ1751'CAIRN, AND 9 YARDS SE OF A POLE TARGET WHICH IS ON THE HIGHEST
 CZ1751'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0722 ***********************************************************************
 DA0722  DESIGNATION -  LINE
 DA0722  PID         -  DA0722
 DA0722  STATE/COUNTY-  AZ/YUMA
 DA0722  USGS QUAD   -  AZTEC SE (1982)
 DA0722
 DA0722                         *CURRENT SURVEY CONTROL
 DA0722  ___________________________________________________________________
 DA0722* NAD 83(1986)-  32 51 18.     (N)    113 20 06.     (W)     SCALED    
 DA0722* NAVD 88     -       157.89   (+/-2cm)     518.0    (feet)  VERTCON   
 DA0722  ___________________________________________________________________
 DA0722  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA0722  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0722
 DA0722.The horizontal coordinates were scaled from a topographic map and have
 DA0722.an estimated accuracy of +/- 6 seconds.
 DA0722
 DA0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0722.The vertical order pertains to the NGVD 29 superseded value.
 DA0722
 DA0722.The geoid height was determined by GEOID03.
 DA0722
 DA0722;                    North         East    Units  Estimated Accuracy
 DA0722;SPC AZ W     -   205,760.      252,200.      MT  (+/- 180 meters Scaled)
 DA0722
 DA0722                          SUPERSEDED SURVEY CONTROL
 DA0722
 DA0722  NGVD 29 (??/??/92)  157.327  (m)          516.16   (f) ADJ UNCH    1 2
 DA0722
 DA0722.Superseded values are not recommended for survey control.
 DA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0722.See file dsdata.txt to determine how the superseded data were derived.
 DA0722
 DA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB814376(NAD 83)
 DA0722_MARKER: P = PIPE CAP
 DA0722_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0722_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0722_STAMPING: YUMA-MARICOPA 1918
 DA0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0722
 DA0722  HISTORY     - Date     Condition        Report By
 DA0722  HISTORY     - 1918     MONUMENTED       USGLO
 DA0722  HISTORY     - 1952     GOOD             NGS
 DA0722
 DA0722                          STATION DESCRIPTION
 DA0722
 DA0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0722'8.3 MI W FROM SENTINEL.
 DA0722'TO REACH FROM SENTINEL FOLLOW UNITED STATES HIGHWAY 80, 7.4 MILES WEST
 DA0722'TO COUNTY LINE, TURN RIGHT, (NORTH) GO 1.1 MILES ALONG A DIRT ROAD,
 DA0722'STATION IS A BRAZED CAP RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 DA0722'STAMPED YUMA MARICOPA 1918.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1206 ***********************************************************************
 CZ1206  DESIGNATION -  LINE
 CZ1206  PID         -  CZ1206
 CZ1206  STATE/COUNTY-  AZ/PINAL
 CZ1206  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1206
 CZ1206                         *CURRENT SURVEY CONTROL
 CZ1206  ___________________________________________________________________
 CZ1206* NAD 83(1992)-  32 49 50.30269(N)    111 59 53.12891(W)     ADJUSTED  
 CZ1206* NAVD 88     -       431.06   (+/-2cm)    1414.2    (feet)  VERTCON   
 CZ1206  ___________________________________________________________________
 CZ1206  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CZ1206  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1206  HORZ ORDER  -  FIRST
 CZ1206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1206
 CZ1206.The horizontal coordinates were established by classical geodetic methods
 CZ1206.and adjusted by the National Geodetic Survey in August 1993.
 CZ1206
 CZ1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1206.The vertical order pertains to the NGVD 29 superseded value.
 CZ1206
 CZ1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1206
 CZ1206.The geoid height was determined by GEOID03.
 CZ1206
 CZ1206;                    North         East     Units Scale Factor Converg.
 CZ1206;SPC AZ C     -   202,973.793   205,736.857   MT  0.99990072   -0 02 38.9
 CZ1206;SPC AZ C     -   665,924.52    674,989.69   iFT  0.99990072   -0 02 38.9
 CZ1206;UTM  12      - 3,632,953.053   406,582.776   MT  0.99970760   -0 32 28.2
 CZ1206
 CZ1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1206!SPC AZ C     -   0.99993711  x   0.99990072  =   0.99983783
 CZ1206!UTM  12      -   0.99993711  x   0.99970760  =   0.99964473
 CZ1206
 CZ1206:                Primary Azimuth Mark                     Grid Az
 CZ1206:SPC AZ C     -  L 297                                    000 13 37.5
 CZ1206:UTM  12      -  L 297                                    000 43 26.8
 CZ1206
 CZ1206|---------------------------------------------------------------------|
 CZ1206| PID    Reference Object                     Distance      Geod. Az  |
 CZ1206|                                                           dddmmss.s |
 CZ1206| CZ1128 L 297                                              0001058.6 |
 CZ1206| CZ1207 LINE RM 1                            16.425 METERS 01014     |
 CZ1206| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX.10.4 KM 0534610.8 |
 CZ1206| CZ2292 CASA GRANDE ATT MICROWAVE TWR       APPROX.16.3 KM 0760652.3 |
 CZ1206| CZ1205 LINE RM 2                            17.248 METERS 17014     |
 CZ1206|---------------------------------------------------------------------|
 CZ1206
 CZ1206                          SUPERSEDED SURVEY CONTROL
 CZ1206
 CZ1206  NAD 83(1986)-  32 49 50.29507(N)    111 59 53.13035(W) AD(       ) 1
 CZ1206  NAD 27      -  32 49 50.10990(N)    111 59 50.64360(W) AD(       ) 1
 CZ1206  NGVD 29 (??/??/92)  430.460  (m)         1412.27   (f) ADJ UNCH    2 0
 CZ1206
 CZ1206.Superseded values are not recommended for survey control.
 CZ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1206.See file dsdata.txt to determine how the superseded data were derived.
 CZ1206
 CZ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0658332953(NAD 83)
 CZ1206_MARKER: DS = TRIANGULATION STATION DISK
 CZ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1206_STAMPING: LINE 1960
 CZ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1206+STABILITY: SURFACE MOTION
 CZ1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1206+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 CZ1206
 CZ1206  HISTORY     - Date     Condition        Report By
 CZ1206  HISTORY     - 1960     MONUMENTED       CGS
 CZ1206  HISTORY     - 1966     GOOD             CGS
 CZ1206  HISTORY     - 1971     GOOD             NGS
 CZ1206  HISTORY     - 1971     GOOD             NGS
 CZ1206  HISTORY     - 1975     GOOD             USAF
 CZ1206  HISTORY     - 20050329 GOOD             EVANS
 CZ1206  HISTORY     - 20071130 GOOD             GEOCAC
 CZ1206
 CZ1206                          STATION DESCRIPTION
 CZ1206
 CZ1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1206'STATION IS LOCATED ABOUT 1-1/2 MILES WEST AND 3-1/2 MILES SOUTH
 CZ1206'OF THE POST OFFICE IN STANFIELD, ON U.S. GOVERNMENT PROPERTY,
 CZ1206'NEAR THE LINE BETWEEN SECTIONS 7 AND 12, R 4 E, T 7 S.
 CZ1206'
 CZ1206'REACHED FROM THE POST OFFICE IN STANFIELD BY GOING WEST ON
 CZ1206'STATE HIGHWAY 84 FOR 1.5 MILES TO CROSSROADS, TURN LEFT, SOUTH,
 CZ1206'ON GRAVEL ROAD FOR 2.7 MILES TO THE BENCH MARK ON THE RIGHT,
 CZ1206'CONTINUE SOUTH ON GRADED ROAD FOR 0.8 MILE TO THE STATION ON
 CZ1206'THE RIGHT.
 CZ1206'
 CZ1206'STATION MARKS ARE STANDARD DISKS, STAMPED LINE 1960.  THE
 CZ1206'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CZ1206'POST PROJECTING 3 INCHES.  IT IS 18 FEET EAST OF THE CENTER OF
 CZ1206'THE GRADED ROAD AND 8 FEET EAST OF A WIRE FENCE.
 CZ1206'
 CZ1206'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LINE NO 1 1960,
 CZ1206'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH WITH
 CZ1206'THE GROUND SURFACE.  IT IS SET IN A FENCE LINE AND IS 10
 CZ1206'FEET EAST OF THE CENTER OF THE ROAD.
 CZ1206'
 CZ1206'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LINE NO 2 1960,
 CZ1206'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH WITH
 CZ1206'THE GROUND SURFACE.  IT IS SET IN THE FENCE LINE AND IS 10 FEET
 CZ1206'EAST OF THE CENTER OF THE ROAD.
 CZ1206'
 CZ1206'BENCH MARK L 29, USED FOR AN AZIMUTH MARK IS A COAST AND GEODETIC
 CZ1206'SURVEY BENCH MARK DISK, STAMPED L 29 1951, SET IN THE TOP OF
 CZ1206'A 10-INCH, ROUND, CONCRETE POST PROJECTING 2 INCHES.  IT IS 12
 CZ1206'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 10 FEET SOUTH OF A
 CZ1206'SOUTH GATE POST, 1 FOOT WEST OF A WIRE FENCE AND 1 FOOT EAST
 CZ1206'OF A WHITE WITNESS POST.
 CZ1206'
 CZ1206'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 CZ1206
 CZ1206                          STATION RECOVERY (1966)
 CZ1206
 CZ1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 CZ1206'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CZ1206'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 CZ1206'WAS FOUND TO BE COMPLETELY ADEQUATE.
 CZ1206
 CZ1206                          STATION RECOVERY (1971)
 CZ1206
 CZ1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1206'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CZ1206'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 CZ1206'DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1960
 CZ1206'OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ1206'
 CZ1206'THE STATION IS LOCATED ABOUT 8 MILES EAST OF THE JUNCTION OF
 CZ1206'INTERSTATE HIGHWAY 8 AND STATE HIGHWAY 84, 4 MILES SOUTHWEST OF
 CZ1206'STANFIELD, 0.15 MILE NORTH OF INTERSTATE HIGHWAY 8, IN THE
 CZ1206'SOUTHWEST 1/4 OF SECTION 12, R 4 E, T 7 S, AND ON PROPERTY OWNED BY
 CZ1206'THE U. S.  GOVERNMENT.
 CZ1206'
 CZ1206'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD GO WEST ON
 CZ1206'STATE HIGHWAY 84 FOR 2.1 MILES TO A CROSSROAD AND A DOUBLE POWER
 CZ1206'LINE.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 2.8 MILES TO
 CZ1206'A GATE AND THE BENCH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 CZ1206'GRAVELED ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT INSIDE THE
 CZ1206'FENCE.
 CZ1206'
 CZ1206'THE STATION MARK IS A STANDARD DISK STAMPED LINE 1960, SET IN THE TOP
 CZ1206'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 CZ1206'THE GROUND SURFACE.  IT IS 106 FEET NORTHEAST OF THE EAST POWER
 CZ1206'POLE AND 8.5 FEET WEST OF A METAL WITNESS POST WITH SIGN SET IN THE
 CZ1206'NORTH-SOUTH FENCE.
 CZ1206'
 CZ1206'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LINE NO 1 1960, SET IN
 CZ1206'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CZ1206'ABOVE THE GROUND SURFACE.  IT IS 53 FEET NORTH OF THE METAL WITNESS
 CZ1206'POST WITH SIGN AND SET IN THE NORTH-SOUTH FENCE.
 CZ1206'
 CZ1206'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LINE NO 2 1960, SET IN
 CZ1206'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 CZ1206'ABOVE THE GROUND SURFACE.  IT IS 71 FEET EAST-NORTHEAST OF THE EAST
 CZ1206'POWER POLE, 56 FEET SOUTH OF THE METAL WITNESS POST WITH SIGN AND
 CZ1206'SET IN THE NORTH-SOUTH FENCE.
 CZ1206'
 CZ1206'BENCH MARK L 297, THE AZIMUTH MARK, IS A STANDARD BENCH MARK DISK
 CZ1206'STAMPED L 297 1951, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 CZ1206'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 CZ1206'SURFACE.  IT IS 12 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 CZ1206'10 FEET SOUTH OF THE SOUTH GATE POST AND 1.5 FEET WEST OF A METAL
 CZ1206'WITNESS POST WITH SIGN SET IN A NORTH-SOUTH FENCE.
 CZ1206'
 CZ1206'REFERENCE MARK 1 TO REFERENCE MARK 2 IS OBSTRUCTED BY THE FENCE.
 CZ1206'
 CZ1206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 CZ1206'OF STANFIELD.
 CZ1206
 CZ1206                          STATION RECOVERY (1971)
 CZ1206
 CZ1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1206'4 MI SW FROM STANFIELD.
 CZ1206'2.1 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE IN
 CZ1206'STANFIELD, THENCE 3.6 MILES SOUTH ALONG A GRAVELED ROAD, 106 FEET
 CZ1206'NORTHEAST OF THE EAST POWER POLE, 8.5 FEET WEST OF A METAL WITNESS
 CZ1206'POST WITH SIGN SET IN A NORTH-SOUTH FENCE AND SET IN THE TOP OF A
 CZ1206'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  CORNER OF SE
 CZ1206'1/4, SEC 12, T 7 S, R 3 E.
 CZ1206
 CZ1206                          STATION RECOVERY (1975)
 CZ1206
 CZ1206'RECOVERY NOTE BY US AIR FORCE 1975 (RCP)
 CZ1206'DESCRIPTION ADEQUATE.  ALL MARKS RECOVERED AND IN GOOD CONDITION.
 CZ1206
 CZ1206                          STATION RECOVERY (2005)
 CZ1206
 CZ1206'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 CZ1206'RECOVERED AS DESCRIBED
 CZ1206
 CZ1206                          STATION RECOVERY (2007)
 CZ1206
 CZ1206'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1206'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1206'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 CZ1206'THE STATION MARK IS LOCATED BETWEEN TWO POWER LINE TRAILS AND IS 9.8
 CZ1206'FEET WEST OF A WITNESS POST AND FENCE. THE AZIMUTH MARK WAS NOT
 CZ1206'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0091 ***********************************************************************
 ES0091  DESIGNATION -  LINE
 ES0091  PID         -  ES0091
 ES0091  STATE/COUNTY-  AZ/NAVAJO
 ES0091  USGS QUAD   -  SUN VALLEY (1986)
 ES0091
 ES0091                         *CURRENT SURVEY CONTROL
 ES0091  ___________________________________________________________________
 ES0091* NAD 83(1992)-  34 58 31.93080(N)    110 04 27.84967(W)     ADJUSTED  
 ES0091* NAVD 88     -      1617.141  (meters)    5305.57   (feet)  ADJUSTED  
 ES0091  ___________________________________________________________________
 ES0091  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ES0091  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES0091  DYNAMIC HT  -        1614.914 (meters)    5298.26  (feet)  COMP
 ES0091  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 ES0091
 ES0091  HORZ ORDER  -  SECOND
 ES0091  VERT ORDER  -  FIRST     CLASS II
 ES0091
 ES0091.The horizontal coordinates were established by classical geodetic methods
 ES0091.and adjusted by the National Geodetic Survey in August 1993.
 ES0091
 ES0091.The orthometric height was determined by differential leveling
 ES0091.and adjusted in June 1991.
 ES0091.WARNING-Repeat measurements at this control monument indicate possible
 ES0091.vertical movement.
 ES0091
 ES0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0091
 ES0091.The geoid height was determined by GEOID03.
 ES0091
 ES0091.The dynamic height is computed by dividing the NAVD 88
 ES0091.geopotential number by the normal gravity value computed on the
 ES0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0091.degrees latitude (g = 980.6199 gals.).
 ES0091
 ES0091.The modeled gravity was interpolated from observed gravity values.
 ES0091
 ES0091;                    North         East     Units Scale Factor Converg.
 ES0091;SPC AZ E     -   440,864.368   221,784.275   MT  0.99990087   +0 03 10.4
 ES0091;SPC AZ E     - 1,446,405.41    727,638.70   iFT  0.99990087   +0 03 10.4
 ES0091;UTM  12      - 3,870,721.358   584,488.687   MT  0.99968798   +0 31 50.2
 ES0091
 ES0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0091!SPC AZ E     -   0.99975001  x   0.99990087  =   0.99965091
 ES0091!UTM  12      -   0.99975001  x   0.99968798  =   0.99943807
 ES0091
 ES0091|---------------------------------------------------------------------|
 ES0091| PID    Reference Object                     Distance      Geod. Az  |
 ES0091|                                                           dddmmss.s |
 ES0091| ES0090 LINE RM 1                             7.918 METERS 01038     |
 ES0091| ES0092 LINE RM 2                             9.632 METERS 13026     |
 ES0091| ES0085 LEWIS                               APPROX. 4.3 KM 2333625.1 |
 ES0091|---------------------------------------------------------------------|
 ES0091
 ES0091                          SUPERSEDED SURVEY CONTROL
 ES0091
 ES0091  NAD 83(1986)-  34 58 31.92398(N)    110 04 27.85178(W) AD(       ) 2
 ES0091  NAD 27      -  34 58 31.83530(N)    110 04 25.41720(W) AD(       ) 2
 ES0091  NGVD 29 (??/??/92) 1616.293  (m)         5302.79   (f) ADJ UNCH    1 2
 ES0091
 ES0091.Superseded values are not recommended for survey control.
 ES0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0091.See file dsdata.txt to determine how the superseded data were derived.
 ES0091
 ES0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8448970721(NAD 83)
 ES0091_MARKER: DS = TRIANGULATION STATION DISK
 ES0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0091_STAMPING: LINE 1959
 ES0091_MARK LOGO: CGS   
 ES0091_PROJECTION: PROJECTING 50 CENTIMETERS
 ES0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0091+STABILITY: SURFACE MOTION
 ES0091
 ES0091  HISTORY     - Date     Condition        Report By
 ES0091  HISTORY     - 1959     MONUMENTED       CGS
 ES0091  HISTORY     - 1959     GOOD             CGS
 ES0091  HISTORY     - 1983     POOR             NGS
 ES0091
 ES0091                          STATION DESCRIPTION
 ES0091
 ES0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0091'THE STATION IS ON A LOW BARE HILL, ABOUT 7.5 MILES NORTHEAST OF
 ES0091'HOLBROOK, 1 MILE WEST OF ROAD LEADING FROM U.S. HIGHWAY 66 TO
 ES0091'THE VILLAGE OF ARNTZ, 200 YARDS SOUTH OF U.S. HIGHWAY 66,
 ES0091'AND JUST NORTH OF AN EAST-WEST TELEPHONE LINE.
 ES0091'
 ES0091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGWHAYS 66 AND
 ES0091'260, 1 BLOCK NORTH OF THE HOLBROOK POST OFFICE, GO NORTHEAST
 ES0091'ON U.S. HIGHWAY 66 FOR 7.4 MILES TO THE STATION ON THE
 ES0091'RIGHT, SOUTH.
 ES0091'
 ES0091'THE STATION IS A STANDARD DISK STAMPED LINE 1959, SET IN A
 ES0091'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 ES0091'11.1 FEET NORTH OF A TELEPHONE POLE AND 8.9 FEET NORTH OF A
 ES0091'WITNESS POST.
 ES0091'
 ES0091'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LINE NO 1 1959,
 ES0091'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 ES0091'INCHES.  IT IS 34.5 FEET NORTHEAST OF THE WITNESS POST.
 ES0091'
 ES0091'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LINE NO 2 1959,
 ES0091'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 ES0091'INCHES AND IS 25.7 FEET SOUTHEAST OF THE WITNESS POST.
 ES0091'
 ES0091'TRIANGULATION STATION LEWIS CAN BE USED FOR AN AZIMUTH MARK.
 ES0091'SEE DESCRIPTION THEREOF.
 ES0091
 ES0091                          STATION RECOVERY (1959)
 ES0091
 ES0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0091'7.5 MI NE FROM HOLBROOK.
 ES0091'7.4 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0091'HOLBROOK, 1.0 MILE WEST OF THE ROAD LEADING SOUTH TO THE VILLAGE OF
 ES0091'ARNTZ, ABOUT 200 YARDS SOUTH OF THE HIGHWAY, 11 FEET NORTH OF A
 ES0091'TELEPHONE POLE, 8.9 FEET NORTH OF THE WITNESS POST, SET IN THE TOP OF
 ES0091'A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0091
 ES0091                          STATION RECOVERY (1983)
 ES0091
 ES0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0091'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  10.7 KM (6.65
 ES0091'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0091'NAVAJO BOULEVARD IN HOLBROOK, 1.6 KM (1.0 MI) SOUTHWEST OF THE
 ES0091'JUNCTION OF SUN VALLEY ROAD, 0.9 KM (0.55 MI) NORTHEAST OF MILEPOST
 ES0091'293, 159.1 METERS (522.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 ES0091'NORTHEAST BOUND LANES OF THE HIGHWAY AND 3.2 METERS (10.5 FT) NORTH OF
 ES0091'UTILITY POLE NUMBER 1-246.
 ES0091'THE MARK IS 2.7 METERS  N FROM A WITNESS POST.
 ES0091'THE MARK IS 12.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1441 ***********************************************************************
 DA1441  DESIGNATION -  LINE
 DA1441  PID         -  DA1441
 DA1441  STATE/COUNTY-  AZ/MARICOPA
 DA1441  USGS QUAD   -  AZTEC SE (1982)
 DA1441
 DA1441                         *CURRENT SURVEY CONTROL
 DA1441  ___________________________________________________________________
 DA1441* NAD 83(1992)-  32 51 18.54389(N)    113 20 01.53733(W)     ADJUSTED  
 DA1441* NAVD 88     -       157.90   (+/-2cm)     518.0    (feet)  VERTCON   
 DA1441  ___________________________________________________________________
 DA1441  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DA1441  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA1441  HORZ ORDER  -  FIRST
 DA1441  VERT ORDER  -  THIRD ? (See Below)
 DA1441
 DA1441.The horizontal coordinates were established by classical geodetic methods
 DA1441.and adjusted by the National Geodetic Survey in August 1993.
 DA1441
 DA1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1441.The vertical order pertains to the NGVD 29 superseded value.
 DA1441
 DA1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1441
 DA1441.The geoid height was determined by GEOID03.
 DA1441
 DA1441;                    North         East     Units Scale Factor Converg.
 DA1441;SPC AZ C     -   206,578.942    80,719.723   MT  1.00011687   -0 46 08.1
 DA1441;SPC AZ C     -   677,752.43    264,828.49   iFT  1.00011687   -0 46 08.1
 DA1441;SPC AZ W     -   205,772.578   252,319.913   MT  0.99995204   +0 13 33.0
 DA1441;SPC AZ W     -   675,106.88    827,821.24   iFT  0.99995204   +0 13 33.0
 DA1441;UTM  12      - 3,637,642.944   281,609.261   MT  1.00018813   -1 15 59.8
 DA1441
 DA1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1441!SPC AZ C     -   0.99998024  x   1.00011687  =   1.00009711
 DA1441!SPC AZ W     -   0.99998024  x   0.99995204  =   0.99993228
 DA1441!UTM  12      -   0.99998024  x   1.00018813  =   1.00016837
 DA1441
 DA1441:                Primary Azimuth Mark                     Grid Az
 DA1441:SPC AZ C     -  FLAT                                     245 27 55.0
 DA1441:SPC AZ W     -  FLAT                                     244 28 13.9
 DA1441:UTM  12      -  FLAT                                     245 57 46.7
 DA1441
 DA1441|---------------------------------------------------------------------|
 DA1441| PID    Reference Object                     Distance      Geod. Az  |
 DA1441|                                                           dddmmss.s |
 DA1441| DA0716 FLAT                                APPROX. 2.9 KM 2444146.9 |
 DA1441| DA1397 T7 6S R11 10W SECS 1 6 31 36        106.061 METERS 27019     |
 DA1441| CH2670 LINE RM 1                            22.686 METERS 35948     |
 DA1441|---------------------------------------------------------------------|
 DA1441
 DA1441                          SUPERSEDED SURVEY CONTROL
 DA1441
 DA1441  NAD 83(1986)-  32 51 18.53840(N)    113 20 01.54342(W) AD(       ) 1
 DA1441  NAD 27      -  32 51 18.36300(N)    113 19 58.87100(W) AD(       ) 1
 DA1441  NGVD 29 (07/19/86)  157.33   (m)          516.2    (f) LEVELING    3  
 DA1441
 DA1441.Superseded values are not recommended for survey control.
 DA1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1441.See file dsdata.txt to determine how the superseded data were derived.
 DA1441
 DA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8160937643(NAD 83)
 DA1441_MARKER: P = PIPE CAP
 DA1441_SETTING: 0 = UNSPECIFIED SETTING
 DA1441
 DA1441  HISTORY     - Date     Condition        Report By
 DA1441  HISTORY     - 1934     MONUMENTED       CGS
 DA1441  HISTORY     - 1960     GOOD             CGS
 DA1441  HISTORY     - 1967     GOOD             AMS
 DA1441
 DA1441                          STATION DESCRIPTION
 DA1441
 DA1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1441'STATION IS ON THE E SIDE OF DIRT ROAD ABOUT 20 FEET FROM THE
 DA1441'EDGE.
 DA1441'
 DA1441'STATION IS MARKED BY A GALVANIZED-IRON PIPE, 3 BY 3 INCHES,
 DA1441'STAMPED YUMA AND MARICOPA, 1918.
 DA1441'
 DA1441'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1441'HOLE IN A BOULDER.
 DA1441'
 DA1441'REFERENCE MARK NO. 2 IS A GENERAL LAND OFFICE CORNER 347.99
 DA1441'FEET DUE W OF STATION.  IT WORKS THE CORNER OF SECTIONS 36,
 DA1441'31, 1, AND 6.  WATER AT SENTINEL, SUPPLIES AT GILA BEND.
 DA1441'
 DA1441'TOWNSHIP 6S, R 11 W, AND TOWNSHIP 7S, R 10 W.
 DA1441'
 DA1441'STATION REACHED AS FOLLOWS.  FROM SENTINEL ON U.S. HIGHWAY
 DA1441'80, GO W 7.2 MILES TO THE COUNTY LINE, TURN RIGHT, N, OFF
 DA1441'U.S. HIGHWAY 80 ON DIRT ROAD, GO 1.1 MILES TO COUNTY BOUNDARY
 DA1441'POSTS ON THE RIGHT SIDE OF ROAD.
 DA1441
 DA1441                          STATION RECOVERY (1960)
 DA1441
 DA1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1441'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN 1934.
 DA1441'ALL THE MARKS WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN
 DA1441'GOOD CONDITION.  A NORTH-SOUTH WIRE FENCE HAS BEEN CONSTRUCTED
 DA1441'ALONG THE SECTION LINE 348 FEET WEST OF THE STATION.
 DA1441'
 DA1441'REFERENCE MARK NO. 1 IS SET IN A BOULDER AND NOT BEDROCK, FLUSH
 DA1441'WITH THE GROUND, AND COULD BE SLIGHTLY COVERED WITH EARTH
 DA1441'IN FUTURE RECOVERY.  THE PREVIOUS MEASUREMENT TO THIS MARK
 DA1441'FROM THE STATION WAS ON THE SLOPE, MARK TO MARK, 22.693 METERS.
 DA1441
 DA1441                          STATION RECOVERY (1967)
 DA1441
 DA1441'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1441'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED
 DA1441'AS DESCRIBED.
 DA1441'
 DA1441'THE TO REACH DESCRIPTION IS ADEQUATE.
 DA1441'
 DA1441'NOTE--YUMA COUNTY 1918 MARICOPA COUNTY IS CAST IN MARK, NO
 DA1441'OTHER MARKINGS ARE FOUND ON MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2228 ***********************************************************************
 DU2228  DESIGNATION -  LINE
 DU2228  PID         -  DU2228
 DU2228  STATE/COUNTY-  AZ/MARICOPA
 DU2228  USGS QUAD   -  CAVE CREEK (1981)
 DU2228
 DU2228                         *CURRENT SURVEY CONTROL
 DU2228  ___________________________________________________________________
 DU2228* NAD 83(1992)-  33 49 05.50204(N)    111 53 28.32275(W)     ADJUSTED  
 DU2228* NAVD 88     -       787.64   (+/-2cm)    2584.1    (feet)  VERTCON   
 DU2228  ___________________________________________________________________
 DU2228  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DU2228  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DU2228  HORZ ORDER  -  SECOND
 DU2228  VERT ORDER  -  THIRD ? (See Below)
 DU2228
 DU2228.The horizontal coordinates were established by classical geodetic methods
 DU2228.and adjusted by the National Geodetic Survey in August 1993.
 DU2228
 DU2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2228.The vertical order pertains to the NGVD 29 superseded value.
 DU2228
 DU2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2228
 DU2228.The geoid height was determined by GEOID03.
 DU2228
 DU2228;                    North         East     Units Scale Factor Converg.
 DU2228;SPC AZ C     -   312,490.213   215,717.427   MT  0.99990007   +0 00 51.0
 DU2228;SPC AZ C     - 1,025,230.36    707,734.34   iFT  0.99990007   +0 00 51.0
 DU2228;UTM  12      - 3,742,355.114   417,523.347   MT  0.99968386   -0 29 45.7
 DU2228
 DU2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2228!SPC AZ C     -   0.99988086  x   0.99990007  =   0.99978094
 DU2228!UTM  12      -   0.99988086  x   0.99968386  =   0.99956476
 DU2228
 DU2228|---------------------------------------------------------------------|
 DU2228| PID    Reference Object                     Distance      Geod. Az  |
 DU2228|                                                           dddmmss.s |
 DU2228| CH5854 LINE RM 1                            11.200 METERS 01409     |
 DU2228| CH5855 LINE RM 2                             5.672 METERS 11736     |
 DU2228| CH5856 LINE RM 3                            16.050 METERS 24801     |
 DU2228| CH5853 LINE AZ MK                                         2495939.3 |
 DU2228|---------------------------------------------------------------------|
 DU2228
 DU2228                          SUPERSEDED SURVEY CONTROL
 DU2228
 DU2228  NAD 83(1986)-  33 49 05.49643(N)    111 53 28.32634(W) AD(       ) 2
 DU2228  NAD 27      -  33 49 05.35400(N)    111 53 25.80500(W) AD(       ) 2
 DU2228  NGVD 29 (07/19/86)  787.00   (m)         2582.0    (f) LEVELING    3  
 DU2228
 DU2228.Superseded values are not recommended for survey control.
 DU2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2228.See file dsdata.txt to determine how the superseded data were derived.
 DU2228
 DU2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1752342355(NAD 83)
 DU2228_MARKER: DS = TRIANGULATION STATION DISK
 DU2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2228
 DU2228  HISTORY     - Date     Condition        Report By
 DU2228  HISTORY     - 1946     MONUMENTED       CGS
 DU2228  HISTORY     - 1967     GOOD             AMS
 DU2228  HISTORY     - 1974     GOOD             NGS
 DU2228  HISTORY     - 20020112 GOOD             USPSQD
 DU2228  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 DU2228  HISTORY     - 20060925 MARK NOT FOUND   GEOCAC
 DU2228  HISTORY     - 20080225 MARK NOT FOUND   GEOCAC
 DU2228
 DU2228                          STATION DESCRIPTION
 DU2228
 DU2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2228'STATION IS LOCATED ABOUT 3 MILES AIRLINE EAST-SOUTHEAST OF CAVE
 DU2228'CREEK, ON SOUTH SIDE OF BARTLETT DAM ROAD, AT ENTRANCE TO TONTO
 DU2228'NATIONAL FOREST.
 DU2228'
 DU2228'TO REACH FROM THE POST OFFICE IN CAVE CREEK GO EASTERLY ON THE
 DU2228'HORSE SHOE AND BATTLETT DAM ROAD FOR 3.8 MILES TO CATTLE
 DU2228'GUARD AND GATE AT TONTO NATIONAL FOREST BOUNDARY FENCE.
 DU2228'
 DU2228'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 DU2228'STAMPED LINE 1946, SET IN TOP OF CONCRETE MONUMENT WHICH PROJECTS
 DU2228'4 INCHES ABOVE GROUND.  IT IS 44 FEET SOUTH OF THE CENTER OF
 DU2228'THE ROAD, 48 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CATTLE
 DU2228'GUARD, AND 6-1/2 FEET WEST OF BOUNDARY FENCE.  IT IS 71 FEET
 DU2228'EAST OF PALO VERDE TREE WHICH IS IN RANGE WITH CANE CREEK.
 DU2228'
 DU2228'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, IN
 DU2228'THE SOUTH HEADWALL OF THE CATTLE GUARD, 3 FEET EAST OF THE WEST
 DU2228'END OF THE HEADWALL AND 2 FEET WEST OF GATE POST.  IT IS A
 DU2228'STANDARD REFERENCE MARK DISK, STAMPED LINE NO 1 1946, SET IN
 DU2228'DRILL HOLE IN CONCRETE HEADWALL.
 DU2228'
 DU2228'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION, 9.5
 DU2228'FEET EAST OF FENCE.  IT IS A STANDARD REFERENCE MARK DISK,
 DU2228'STAMPED LINE NO 2 1946, SET IN TOP OF A CONCRETE MONUMENT
 DU2228'WHICH PROJECTS 4 INCHES ABOVE GROUND.
 DU2228'
 DU2228'THE AZIMUTH MARK IS WEST OF THE STATION, ON TOP OF A LOW,
 DU2228'BOULDER-COVERED HILL, ABOUT 75 YARDS SOUTH OF THE ROAD.  IT IS A
 DU2228'STANDARD AZIMUTH MARK DISK, STAMPED LINE 1946, SET IN A DRILL HOLE
 DU2228'IN TOP OF A 7-FOOT BOULDER, JUST EAST OF A 20-FT BOULDER AND 4
 DU2228'FEET NORTH OF A WITNESS POST.  IT IS SLIGHTLY HIGHER THAN THE
 DU2228'WITNESS POST, AND LOWER THAN THE LARGE BOULDER.
 DU2228
 DU2228                          STATION RECOVERY (1967)
 DU2228
 DU2228'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2228'STATION AND R.M. 2 WERE FOUND IN GOOD CONDITION.  R.M. 1 WAS
 DU2228'NOT FOUND AND IS PRESUMED LOST BY ROAD CONSTRUCTION.  AZIMUTH
 DU2228'MARK NOT SEARCHED FOR.
 DU2228
 DU2228                          STATION RECOVERY (1974)
 DU2228
 DU2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2228'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DU2228'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 DU2228'DESTROYED WHEN THE OLD CATTLE GUARD WAS REMOVED AND REFERENCE
 DU2228'MARK 3 WAS ESTABLISHED AT THIS TIME.
 DU2228'
 DU2228'THE STATION MARK IS A STANDARD DISK STAMPED, LINE 1946.  IT IS
 DU2228'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DU2228'4 INCHES.  IT IS 45-1/2 FEET SOUTH OF THE CENTER LINE OF CAVE
 DU2228'CREEK ROAD, 24 FEET SOUTH OF A STOP SIGN, 16-1/2 FEET EAST OF THE
 DU2228'CENTER OF PIMA ROAD.
 DU2228'
 DU2228'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, LINE NO 2 1946.
 DU2228'IT IS SET IN TOP OF A 8 X 10 INCH CONCRETE MONUMENT WHICH
 DU2228'PROJECTS ABOUT 8 INCHES.  IT IS 56 FEET SOUTH OF CAVE CREEK
 DU2228'ROAD AND 31 FEET EAST OF PIMA ROAD.
 DU2228'
 DU2228'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, LINE 1946 NO 3
 DU2228'1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2228'PROJECTS ABOUT 2 INCHES.  IT IS 48 FEET SOUTH OF THE CENTER LINE
 DU2228'OF CAVE CREEK ROAD, 33 FEET WEST OF THE CENTER OF PIMA ROAD
 DU2228'AND 15 FEET SOUTHWEST OF A CAVE CREEK SIGN.
 DU2228'
 DU2228'REBAR, LOCATED IN CENTER OF A PAINTED CROSS.  THE MARK IS JUST
 DU2228'EAST OF THE INTERSECTION OF CAVE CREEK ROAD AND PIMA ROAD.
 DU2228'
 DU2228'AZIMUTH MARK, A STANDARD DISK STAMPED, LINE 1946.  THE MARK IS
 DU2228'SET IN A DRILL HOLE IN TOP OF A 7 FOOT BOULDER WHICH IS
 DU2228'LOCATED ON THE EAST RIDGE OF A LOW ROCKY HILL.
 DU2228'
 DU2228'TO REACH THE STATION FROM CAVE CREEK SCHOOL IN CAVE CREEK,
 DU2228'GO EAST ALONG CAVE CREEK ROAD FOR 1.4 MILES TO TOM DARLINGTON
 DU2228'ROAD (SCOTTSDALE RD) ON THE RIGHT, CONTINUE EAST FOR 1.1 MILES
 DU2228'TO MULE TRAIN ROAD ON THE RIGHT. (TO REACH THE AZIMUTH MARK FROM
 DU2228'THIS POINT TURN RIGHT FOR 0.15 MILE TO THE BASE OF THE HILL,
 DU2228'PACK EAST AND SOUTH FOR ABOUT 100 YARDS TO THE MARK IN TOP OF A
 DU2228'LARGE BOULDER.) CONTINUE EAST ALONG CAVE CREEK ROAD FOR 1.1
 DU2228'MILES TO INTERSECTION OF PIMA ROAD AND THE STATION ON THE
 DU2228'RIGHT.
 DU2228'
 DU2228'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2228'
 DU2228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DU2228'EAST-SOUTHEAST OF CAVE CREEK.
 DU2228
 DU2228                          STATION RECOVERY (2002)
 DU2228
 DU2228'RECOVERY NOTE BY US POWER SQUADRON 2002 (CP)
 DU2228'RECOVERED IN GOOD CONDITION.
 DU2228
 DU2228                          STATION RECOVERY (2002)
 DU2228
 DU2228'RECOVERY NOTE BY US POWER SQUADRON 2002
 DU2228'MARK NOT FOUND.
 DU2228
 DU2228                          STATION RECOVERY (2006)
 DU2228
 DU2228'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2228'THE ROADS HAVE BEEN CONSIDERABLY WIDENED, AND THE INTERSECTION HAS
 DU2228'EXPANDED. ASSUMED DESTROYED
 DU2228
 DU2228                          STATION RECOVERY (2008)
 DU2228
 DU2228'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU2228'THE AZIMUTH MARK FOR THIS STATION IS STILL EXTANT
 DU2228'IN GOOD CONDITION, ABOUT A MILE FROM THE PRIMARY
 DU2228'POINT ALONG THE AZIMUTH GIVEN ABOVE.  THE
 DU2228'BOULDER IN WHICH THE MARK IS SET IS ABOUT 160 FEET
 DU2228'EAST OF THE PROJECTED CENTER LINE OF MULE TRAIN ROAD,
 DU2228'AND ABOUT 280 FEET SOUTH OF THE CENTER LINE OF
 DU2228'STAGECOACH PASS ROAD.
 DU2228'HH2 (NAD 83) COORDINATES 33 48 47.0 N, 111 54 29.5 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0918 ***********************************************************************
 ES0918  DESIGNATION -  LINE
 ES0918  PID         -  ES0918
 ES0918  STATE/COUNTY-  AZ/NAVAJO
 ES0918  USGS QUAD   -  HEBER (1990)
 ES0918
 ES0918                         *CURRENT SURVEY CONTROL
 ES0918  ___________________________________________________________________
 ES0918* NAD 83(1992)-  34 25 32.89112(N)    110 33 30.55734(W)     ADJUSTED  
 ES0918* NAVD 88     -      2011.4    (meters)    6599.     (feet)  VERTCON   
 ES0918  ___________________________________________________________________
 ES0918  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ES0918  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0918  HORZ ORDER  -  SECOND
 ES0918
 ES0918.The horizontal coordinates were established by classical geodetic methods
 ES0918.and adjusted by the National Geodetic Survey in August 1993.
 ES0918
 ES0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0918
 ES0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0918
 ES0918.The geoid height was determined by GEOID03.
 ES0918
 ES0918;                    North         East     Units Scale Factor Converg.
 ES0918;SPC AZ E     -   379,951.478   177,346.771   MT  0.99991598   -0 13 17.5
 ES0918;SPC AZ E     - 1,246,559.97    581,846.36   iFT  0.99991598   -0 13 17.5
 ES0918;UTM  12      - 3,809,458.187   540,568.243   MT  0.99962029   +0 14 58.6
 ES0918
 ES0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0918!SPC AZ E     -   0.99968810  x   0.99991598  =   0.99960411
 ES0918!UTM  12      -   0.99968810  x   0.99962029  =   0.99930851
 ES0918
 ES0918:                Primary Azimuth Mark                     Grid Az
 ES0918:SPC AZ E     -  MOGOL                                    061 56 26.1
 ES0918:UTM  12      -  MOGOL                                    061 28 10.0
 ES0918
 ES0918|---------------------------------------------------------------------|
 ES0918| PID    Reference Object                     Distance      Geod. Az  |
 ES0918|                                                           dddmmss.s |
 ES0918| ES0924 MOGOL                               APPROX. 0.8 KM 0614308.6 |
 ES0918|---------------------------------------------------------------------|
 ES0918
 ES0918                          SUPERSEDED SURVEY CONTROL
 ES0918
 ES0918  NAD 83(1986)-  34 25 32.88454(N)    110 33 30.56150(W) AD(       ) 2
 ES0918  NGVD 29 (08/03/87) 2010.4    (m)         6596.     (f) VERT ANG    3  
 ES0918
 ES0918.Superseded values are not recommended for survey control.
 ES0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0918.See file dsdata.txt to determine how the superseded data were derived.
 ES0918
 ES0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4056809458(NAD 83)
 ES0918_MARKER: DS = TRIANGULATION STATION DISK
 ES0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0918+STABILITY: SURFACE MOTION
 ES0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0918+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 ES0918
 ES0918  HISTORY     - Date     Condition        Report By
 ES0918  HISTORY     - 1984     MONUMENTED       AZDT
 ES0918  HISTORY     - 19971011 GOOD             USPSQD
 ES0918  HISTORY     - 20050820 GOOD             EVANS
 ES0918
 ES0918                          STATION DESCRIPTION
 ES0918
 ES0918'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0918'THE STATION IS LOCATED 2-1/4 MILES NORTHEAST OF HEBER ALONG THE EAST
 ES0918'SIDE OF STATE ROUTE 277.
 ES0918'
 ES0918'THE STATION MARK IS AN AZDT DISK STAMPED---LINE 1984---.  IT IS SET IN
 ES0918'TOP OF A 10 INCH CONCRETE MONUMENT 41 FEET SOUTHEAST OF THE CENTERLINE
 ES0918'OF THE HIGHWAY, 21 FEET NORTHWEST OF POWER POLE NUMBER 664 AND 3-1/2
 ES0918'FEET SOUTHEAST OF THE STATION.
 ES0918'
 ES0918'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0918'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0918'JUNCTION OF STATE ROUTE 277.  TURN LEFT AND TRAVEL NORTH ALONG SR 277
 ES0918'FOR 1.1 MILES TO MILE POST 306.9 AND THE STATION ON THE RIGHT.
 ES0918
 ES0918                          STATION RECOVERY (1997)
 ES0918
 ES0918'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0918'RECOVERED IN GOOD CONDITION.
 ES0918
 ES0918                          STATION RECOVERY (2005)
 ES0918
 ES0918'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1153 ***********************************************************************
 CG1153  DESIGNATION -  LINE
 CG1153  PID         -  CG1153
 CG1153  STATE/COUNTY-  AZ/PIMA
 CG1153  USGS QUAD   -  CORONA DE TUCSON (1981)
 CG1153
 CG1153                         *CURRENT SURVEY CONTROL
 CG1153  ___________________________________________________________________
 CG1153* NAD 83(2007)-  31 57 27.42726(N)    110 51 30.00521(W)     ADJUSTED  
 CG1153* NAVD 88     -       889.0    (meters)    2917.     (feet)  VERTCON   
 CG1153  ___________________________________________________________________
 CG1153  EPOCH DATE  -        2007.00
 CG1153  X           -  -1,928,867.638 (meters)                     COMP
 CG1153  Y           -  -5,062,247.921 (meters)                     COMP
 CG1153  Z           -   3,356,900.108 (meters)                     COMP
 CG1153  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 CG1153  ELLIP HEIGHT-         859.654 (meters)          (02/10/07) ADJUSTED
 CG1153  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CG1153
 CG1153  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1153  Type    PID    Designation                      North   East  Ellip
 CG1153  -------------------------------------------------------------------
 CG1153  NETWORK CG1153 LINE                              1.04   1.00   4.49
 CG1153  -------------------------------------------------------------------
 CG1153
 CG1153.The horizontal coordinates were established by GPS observations
 CG1153.and adjusted by the National Geodetic Survey in February 2007.
 CG1153
 CG1153.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1153.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1153.The horizontal coordinates are valid at the epoch date displayed above.
 CG1153.The epoch date for horizontal control is a decimal equivalence
 CG1153.of Year/Month/Day.
 CG1153
 CG1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1153
 CG1153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1153
 CG1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1153
 CG1153.The ellipsoidal height was determined by GPS observations
 CG1153.and is referenced to NAD 83.
 CG1153
 CG1153.The geoid height was determined by GEOID03.
 CG1153
 CG1153;                    North         East     Units Scale Factor Converg.
 CG1153;SPC AZ C     -   106,657.064   313,403.594   MT  1.00002340   +0 33 36.8
 CG1153;SPC AZ C     -   349,924.75  1,028,227.01   iFT  1.00002340   +0 33 36.8
 CG1153;UTM  12      - 3,535,746.820   513,387.195   MT  0.99960221   +0 04 29.9
 CG1153
 CG1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1153!SPC AZ C     -   0.99986504  x   1.00002340  =   0.99988843
 CG1153!UTM  12      -   0.99986504  x   0.99960221  =   0.99946730
 CG1153
 CG1153|---------------------------------------------------------------------|
 CG1153| PID    Reference Object                     Distance      Geod. Az  |
 CG1153|                                                           dddmmss.s |
 CG1153| AH4883 LINE RM 1                            11.567 METERS 00816     |
 CG1153| AH4884 LINE RM 2                            10.739 METERS 09006     |
 CG1153|---------------------------------------------------------------------|
 CG1153
 CG1153                          SUPERSEDED SURVEY CONTROL
 CG1153
 CG1153  ELLIP H (06/11/02)  859.684  (m)                       GP(       ) 4 2
 CG1153  NAD 83(1992)-  31 57 27.42681(N)    110 51 30.00418(W) AD(       ) 1
 CG1153  ELLIP H (08/23/93)  859.761  (m)                       GP(       ) 4 2
 CG1153  NAD 83(1986)-  31 57 27.42181(N)    110 51 30.00306(W) AD(       ) 1
 CG1153  NGVD 29 (05/25/90)  888.3    (m)         2914.     (f) GPS OBS     3  
 CG1153
 CG1153.Superseded values are not recommended for survey control.
 CG1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1153.See file dsdata.txt to determine how the superseded data were derived.
 CG1153
 CG1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1338735747(NAD 83)
 CG1153_MARKER: DS = TRIANGULATION STATION DISK
 CG1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1153_PROJECTION: FLUSH
 CG1153_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1153+STABILITY: SURFACE MOTION
 CG1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1153+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CG1153
 CG1153  HISTORY     - Date     Condition        Report By
 CG1153  HISTORY     - 1987     MONUMENTED       AZDT
 CG1153
 CG1153                          STATION DESCRIPTION
 CG1153
 CG1153'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1153'THE STATION IS 6 MILES EAST OF SAHUARITA, 6 MILES WEST OF CORONA DE
 CG1153'TUCSON AND 1/2 MILE SOUTH OF SAHUARITA ROAD.
 CG1153'THE STATION MARK IS A STANDARD AZDT DISK STAMPED---LINE 1987---.  IT
 CG1153'IS SET IN A 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 34
 CG1153'FEET EAST OF THE CENTER OF THE HIGHLINE TRAIL AND 5 FEET WEST OF THE
 CG1153'WITNESS POST.
 CG1153'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LINE RM 1 1987---.  IT IS
 CG1153'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CG1153'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LINE RM 2 1987---.  IT IS
 CG1153'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CG1153'TO REACH THE STATION FROM SAHUARITA TRAVEL EAST ALONG SAHUARITA ROAD
 CG1153'FOR 5.8 MILES TO WILMOT ROAD, CONTINUE EAST FOR 150 FEET TO A TRACK
 CG1153'ROAD ALONG THE EAST SIDE OF A POWER LINE.  TURN RIGHT AND FOLLOW THE
 CG1153'POWER LINE ROAD 0.4 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1207 ***********************************************************************
 CZ1207  DESIGNATION -  LINE RM 1
 CZ1207  PID         -  CZ1207
 CZ1207  STATE/COUNTY-  AZ/PINAL
 CZ1207  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1207
 CZ1207                         *CURRENT SURVEY CONTROL
 CZ1207  ___________________________________________________________________
 CZ1207* NAD 83(1986)-  32 49 50.     (N)    111 59 52.     (W)     SCALED    
 CZ1207* NAVD 88     -       430.86   (+/-2cm)    1413.6    (feet)  VERTCON   
 CZ1207  ___________________________________________________________________
 CZ1207  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1207
 CZ1207.The horizontal coordinates were scaled from a topographic map and have
 CZ1207.an estimated accuracy of +/- 6 seconds.
 CZ1207
 CZ1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1207.The vertical order pertains to the NGVD 29 superseded value.
 CZ1207
 CZ1207.The geoid height was determined by GEOID03.
 CZ1207
 CZ1207;                    North         East    Units  Estimated Accuracy
 CZ1207;SPC AZ C     -   202,960.      205,770.      MT  (+/- 180 meters Scaled)
 CZ1207
 CZ1207                          SUPERSEDED SURVEY CONTROL
 CZ1207
 CZ1207  NGVD 29 (??/??/92)  430.264  (m)         1411.62   (f) ADJ UNCH    2 0
 CZ1207
 CZ1207.Superseded values are not recommended for survey control.
 CZ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1207.See file dsdata.txt to determine how the superseded data were derived.
 CZ1207
 CZ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066329(NAD 83)
 CZ1207_MARKER: DR = REFERENCE MARK DISK
 CZ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1207_STAMPING: LINE NO 1 1960
 CZ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1207+STABILITY: SURFACE MOTION
 CZ1207
 CZ1207  HISTORY     - Date     Condition        Report By
 CZ1207  HISTORY     - 1960     MONUMENTED       CGS
 CZ1207  HISTORY     - 1971     GOOD             NGS
 CZ1207  HISTORY     - 20071130 GOOD             GEOCAC
 CZ1207
 CZ1207                          STATION DESCRIPTION
 CZ1207
 CZ1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1207'4 MI SW FROM STANFIELD.
 CZ1207'2.1 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE IN
 CZ1207'STANFIELD, THENCE 3.6 MILES SOUTH ALONG A GRAVELED ROAD, 53 FEET NORTH
 CZ1207'OF A METAL WITNESS POST WITH SIGN, SET IN A NORTH-SOUTH FENCE AND SET
 CZ1207'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 CZ1207'CORNER OF SE 1/4, SEC 12, T 7 S, R3 E.
 CZ1207
 CZ1207                          STATION RECOVERY (2007)
 CZ1207
 CZ1207'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1207'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CZ1207'32 49 50.8 (N)   111 59 53.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0090 ***********************************************************************
 ES0090  DESIGNATION -  LINE RM 1
 ES0090  PID         -  ES0090
 ES0090  STATE/COUNTY-  AZ/NAVAJO
 ES0090  USGS QUAD   -  SUN VALLEY (1986)
 ES0090
 ES0090                         *CURRENT SURVEY CONTROL
 ES0090  ___________________________________________________________________
 ES0090* NAD 83(1986)-  34 58 32.     (N)    110 04 26.     (W)     SCALED    
 ES0090* NAVD 88     -      1616.533  (meters)    5303.58   (feet)  ADJUSTED  
 ES0090  ___________________________________________________________________
 ES0090  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES0090  DYNAMIC HT  -        1614.306 (meters)    5296.27  (feet)  COMP
 ES0090  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 ES0090
 ES0090  VERT ORDER  -  SECOND    CLASS 0
 ES0090
 ES0090.The horizontal coordinates were scaled from a topographic map and have
 ES0090.an estimated accuracy of +/- 6 seconds.
 ES0090
 ES0090.The orthometric height was determined by differential leveling
 ES0090.and adjusted in June 1991.
 ES0090
 ES0090.The geoid height was determined by GEOID03.
 ES0090
 ES0090.The dynamic height is computed by dividing the NAVD 88
 ES0090.geopotential number by the normal gravity value computed on the
 ES0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0090.degrees latitude (g = 980.6199 gals.).
 ES0090
 ES0090.The modeled gravity was interpolated from observed gravity values.
 ES0090
 ES0090;                    North         East    Units  Estimated Accuracy
 ES0090;SPC AZ E     -   440,870.      221,830.      MT  (+/- 180 meters Scaled)
 ES0090
 ES0090                          SUPERSEDED SURVEY CONTROL
 ES0090
 ES0090  NGVD 29 (??/??/92) 1615.676  (m)         5300.76   (f) ADJ UNCH    2 0
 ES0090
 ES0090.Superseded values are not recommended for survey control.
 ES0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0090.See file dsdata.txt to determine how the superseded data were derived.
 ES0090
 ES0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD845707(NAD 83)
 ES0090_MARKER: DR = REFERENCE MARK DISK
 ES0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0090_STAMPING: LINE NO 1 1959
 ES0090_MARK LOGO: CGS   
 ES0090_PROJECTION: PROJECTING 43 CENTIMETERS
 ES0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0090+STABILITY: SURFACE MOTION
 ES0090
 ES0090  HISTORY     - Date     Condition        Report By
 ES0090  HISTORY     - 1959     MONUMENTED       CGS
 ES0090  HISTORY     - 1983     POOR             NGS
 ES0090
 ES0090                          STATION DESCRIPTION
 ES0090
 ES0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0090'7.5 MI NE FROM HOLBROOK.
 ES0090'7.4 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0090'HOLBROOK, 1.0 MILE WEST OF THE ROAD LEADING TO THE VILLAGE OF ARNITZ,
 ES0090'ABOUT 200 YARDS SOUTH OF THE HIGHWAY, 34.5 FEET NORTHEAST OF THE
 ES0090'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0090'PROJECTS 3 INCHES.
 ES0090
 ES0090                          STATION RECOVERY (1983)
 ES0090
 ES0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0090'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  10.7 KM (6.65
 ES0090'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0090'NAVAJO BOULEVARD IN HOLBROOK, 1.6 KM (1.0 MI) SOUTHWEST OF THE
 ES0090'JUNCTION OF SUN VALLEY ROAD, 0.9 KM (0.55 MI) NORTHEAST OF MILEPOST
 ES0090'293, 151.0 METERS (495.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 ES0090'NORTHEAST BOUND LANES OF THE HIGHWAY, 10.8 METERS (35.4 FT) NORTHEAST
 ES0090'OF UTILITY POLE NUMBER 1-246 AND 7.9 METERS (25.9 FT) NORTHEAST OF THE
 ES0090'STATION MARK.  NOTE=NOT LEVELED TO THIS SURVEY.
 ES0090'THE MARK IS 10.5 METERS  NE FROM A WITNESS POST.
 ES0090'THE MARK IS 12.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1205 ***********************************************************************
 CZ1205  DESIGNATION -  LINE RM 2
 CZ1205  PID         -  CZ1205
 CZ1205  STATE/COUNTY-  AZ/PINAL
 CZ1205  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1205
 CZ1205                         *CURRENT SURVEY CONTROL
 CZ1205  ___________________________________________________________________
 CZ1205* NAD 83(1986)-  32 49 50.     (N)    111 59 52.     (W)     SCALED    
 CZ1205* NAVD 88     -       431.06   (+/-2cm)    1414.2    (feet)  VERTCON   
 CZ1205  ___________________________________________________________________
 CZ1205  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1205
 CZ1205.The horizontal coordinates were scaled from a topographic map and have
 CZ1205.an estimated accuracy of +/- 6 seconds.
 CZ1205
 CZ1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1205.The vertical order pertains to the NGVD 29 superseded value.
 CZ1205
 CZ1205.The geoid height was determined by GEOID03.
 CZ1205
 CZ1205;                    North         East    Units  Estimated Accuracy
 CZ1205;SPC AZ C     -   202,960.      205,770.      MT  (+/- 180 meters Scaled)
 CZ1205
 CZ1205                          SUPERSEDED SURVEY CONTROL
 CZ1205
 CZ1205  NGVD 29 (??/??/92)  430.460  (m)         1412.27   (f) ADJ UNCH    2 0
 CZ1205
 CZ1205.Superseded values are not recommended for survey control.
 CZ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1205.See file dsdata.txt to determine how the superseded data were derived.
 CZ1205
 CZ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066329(NAD 83)
 CZ1205_MARKER: DR = REFERENCE MARK DISK
 CZ1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1205_STAMPING: LINE NO 2 1960
 CZ1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1205+STABILITY: SURFACE MOTION
 CZ1205
 CZ1205  HISTORY     - Date     Condition        Report By
 CZ1205  HISTORY     - 1960     MONUMENTED       CGS
 CZ1205  HISTORY     - 1971     GOOD             NGS
 CZ1205  HISTORY     - 20071130 GOOD             GEOCAC
 CZ1205
 CZ1205                          STATION DESCRIPTION
 CZ1205
 CZ1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1205'4 MI SW FROM STANFIELD.
 CZ1205'2.1 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE IN
 CZ1205'STANFIELD, THENCE 3.6 MILES SOUTH ALONG A GRAVELED ROAD, IN A
 CZ1205'NORTH-SOUTH FENCE AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CZ1205'MONUMENT PROJECTING 5 INCHES. CORNER OF SE 1/4, SEC 12, T 7 S, R 3 E.
 CZ1205
 CZ1205                          STATION RECOVERY (2007)
 CZ1205
 CZ1205'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1205'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CZ1205'32 49 49.7 (N)   111 59 53.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0092 ***********************************************************************
 ES0092  DESIGNATION -  LINE RM 2
 ES0092  PID         -  ES0092
 ES0092  STATE/COUNTY-  AZ/NAVAJO
 ES0092  USGS QUAD   -  SUN VALLEY (1986)
 ES0092
 ES0092                         *CURRENT SURVEY CONTROL
 ES0092  ___________________________________________________________________
 ES0092* NAD 83(1986)-  34 58 31.     (N)    110 04 26.     (W)     SCALED    
 ES0092* NAVD 88     -      1616.215  (meters)    5302.53   (feet)  ADJUSTED  
 ES0092  ___________________________________________________________________
 ES0092  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES0092  DYNAMIC HT  -        1613.989 (meters)    5295.23  (feet)  COMP
 ES0092  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 ES0092
 ES0092  VERT ORDER  -  SECOND    CLASS 0
 ES0092
 ES0092.The horizontal coordinates were scaled from a topographic map and have
 ES0092.an estimated accuracy of +/- 6 seconds.
 ES0092
 ES0092.The orthometric height was determined by differential leveling
 ES0092.and adjusted in June 1991.
 ES0092
 ES0092.The geoid height was determined by GEOID03.
 ES0092
 ES0092.The dynamic height is computed by dividing the NAVD 88
 ES0092.geopotential number by the normal gravity value computed on the
 ES0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0092.degrees latitude (g = 980.6199 gals.).
 ES0092
 ES0092.The modeled gravity was interpolated from observed gravity values.
 ES0092
 ES0092;                    North         East    Units  Estimated Accuracy
 ES0092;SPC AZ E     -   440,840.      221,830.      MT  (+/- 180 meters Scaled)
 ES0092
 ES0092                          SUPERSEDED SURVEY CONTROL
 ES0092
 ES0092  NGVD 29 (??/??/92) 1615.359  (m)         5299.72   (f) ADJ UNCH    2 0
 ES0092
 ES0092.Superseded values are not recommended for survey control.
 ES0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0092.See file dsdata.txt to determine how the superseded data were derived.
 ES0092
 ES0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD845706(NAD 83)
 ES0092_MARKER: DR = REFERENCE MARK DISK
 ES0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0092_STAMPING: LINE NO 2 1959
 ES0092_MARK LOGO: CGS   
 ES0092_PROJECTION: PROJECTING 70 CENTIMETERS
 ES0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0092+STABILITY: SURFACE MOTION
 ES0092
 ES0092  HISTORY     - Date     Condition        Report By
 ES0092  HISTORY     - 1959     MONUMENTED       CGS
 ES0092  HISTORY     - 1983     POOR             NGS
 ES0092
 ES0092                          STATION DESCRIPTION
 ES0092
 ES0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0092'7.5 MI NE FROM HOLBROOK.
 ES0092'7.4 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0092'HOLBROOK, 1.0 MILE WEST OF THE ROAD LEADING TO THE VILLAGE OF ARNTZ,
 ES0092'ABOUT 200 YARDS SOUTH OF THE HIGHWAY, 25.7 FEET SOUTHEAST OF THE
 ES0092'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0092'PROJECTS 5 INCHES.
 ES0092
 ES0092                          STATION RECOVERY (1983)
 ES0092
 ES0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0092'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  10.7 KM (6.65
 ES0092'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0092'NAVAJO BOULEVARD IN HOLBROOK, 1.6 KM (1.0 MI) SOUTHWEST OF THE
 ES0092'JUNCTION OF SUN VALLEY ROAD, 0.9 KM (0.55 MI) NORTHEAST OF MILEPOST
 ES0092'293, 161.0 METERS (528.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 ES0092'NORTHEAST BOUND LANES OF THE HIGHWAY, 9.6 METERS (31.5 FT) SOUTHEAST
 ES0092'OF THE STATION MARK AND 6.9 METERS (22.6 FT) SOUTHEAST OF UTILITY POLE
 ES0092'NUMBER 1-246.  NOTE=NOT LEVELED TO THIS SURVEY.
 ES0092'THE MARK IS 7.7 METERS  SE FROM A WITNESS POST.
 ES0092'THE MARK IS 12.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0247 ***********************************************************************
 FP0247  DESIGNATION -  LINE RM 2
 FP0247  PID         -  FP0247
 FP0247  STATE/COUNTY-  AZ/APACHE
 FP0247  USGS QUAD   -  LUPTON (1971)
 FP0247
 FP0247                         *CURRENT SURVEY CONTROL
 FP0247  ___________________________________________________________________
 FP0247* NAD 83(1986)-  35 21 43.     (N)    109 02 48.     (W)     SCALED    
 FP0247* NAVD 88     -      1884.303  (meters)    6182.08   (feet)  ADJUSTED  
 FP0247  ___________________________________________________________________
 FP0247  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 FP0247  DYNAMIC HT  -        1881.663 (meters)    6173.42  (feet)  COMP
 FP0247  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 FP0247
 FP0247  VERT ORDER  -  SECOND    CLASS 0
 FP0247
 FP0247.The horizontal coordinates were scaled from a topographic map and have
 FP0247.an estimated accuracy of +/- 6 seconds.
 FP0247
 FP0247.The orthometric height was determined by differential leveling
 FP0247.and adjusted in June 1991.
 FP0247
 FP0247.The geoid height was determined by GEOID03.
 FP0247
 FP0247.The dynamic height is computed by dividing the NAVD 88
 FP0247.geopotential number by the normal gravity value computed on the
 FP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0247.degrees latitude (g = 980.6199 gals.).
 FP0247
 FP0247.The modeled gravity was interpolated from observed gravity values.
 FP0247
 FP0247;                    North         East    Units  Estimated Accuracy
 FP0247;SPC AZ E     -   484,300.      315,140.      MT  (+/- 180 meters Scaled)
 FP0247
 FP0247                          SUPERSEDED SURVEY CONTROL
 FP0247
 FP0247  NGVD 29 (??/??/92) 1883.328  (m)         6178.89   (f) ADJ UNCH    2 0
 FP0247
 FP0247.Superseded values are not recommended for survey control.
 FP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0247.See file dsdata.txt to determine how the superseded data were derived.
 FP0247
 FP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE774149(NAD 83)
 FP0247_MARKER: DR = REFERENCE MARK DISK
 FP0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0247_STAMPING: LINE NO 2 1959
 FP0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0247+STABILITY: SURFACE MOTION
 FP0247
 FP0247  HISTORY     - Date     Condition        Report By
 FP0247  HISTORY     - 1959     MONUMENTED       CGS
 FP0247  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0247
 FP0247                          STATION DESCRIPTION
 FP0247
 FP0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0247'1.2 MI N FROM LUPTON.
 FP0247'1.2 MILES NORTH ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT LUPTON,
 FP0247'60 FEET EAST OF THE CENTER OF THE HIGHWAY, 45 FEET SOUTH OF THE
 FP0247'MONUMENT THAT MARKS THE ARIZONA-NEW MEXICO STATE LINE, SET IN THE TOP
 FP0247'OF A 12 SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 FP0247
 FP0247                          STATION RECOVERY (1983)
 FP0247
 FP0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1868 ***********************************************************************
 CZ1868  DESIGNATION -  LITA
 CZ1868  PID         -  CZ1868
 CZ1868  STATE/COUNTY-  AZ/PIMA
 CZ1868  USGS QUAD   -  ORO VALLEY (1981)
 CZ1868
 CZ1868                         *CURRENT SURVEY CONTROL
 CZ1868  ___________________________________________________________________
 CZ1868* NAD 83(1992)-  32 29 53.84299(N)    110 58 56.70041(W)     ADJUSTED  
 CZ1868* NAVD 88     -      1018.3    (meters)    3341.     (feet)  VERTCON   
 CZ1868  ___________________________________________________________________
 CZ1868  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CZ1868  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CZ1868  HORZ ORDER  -  SECOND
 CZ1868
 CZ1868.The horizontal coordinates were established by classical geodetic methods
 CZ1868.and adjusted by the National Geodetic Survey in August 1993.
 CZ1868
 CZ1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1868
 CZ1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1868
 CZ1868.The geoid height was determined by GEOID03.
 CZ1868
 CZ1868;                    North         East     Units Scale Factor Converg.
 CZ1868;SPC AZ C     -   166,502.013   301,152.317   MT  0.99999501   +0 30 07.1
 CZ1868;SPC AZ C     -   546,266.45    988,032.54   iFT  0.99999501   +0 30 07.1
 CZ1868;UTM  12      - 3,595,669.663   501,651.784   MT  0.99960003   +0 00 34.0
 CZ1868
 CZ1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1868!SPC AZ C     -   0.99984464  x   0.99999501  =   0.99983965
 CZ1868!UTM  12      -   0.99984464  x   0.99960003  =   0.99944473
 CZ1868
 CZ1868|---------------------------------------------------------------------|
 CZ1868| PID    Reference Object                     Distance      Geod. Az  |
 CZ1868|                                                           dddmmss.s |
 CZ1868| CC6850 LITA RM 1                             5.383 METERS 02734     |
 CZ1868| CC6851 LITA RM 2                            10.810 METERS 17933     |
 CZ1868| CC6849 LITA AZ MK                                         3492813.1 |
 CZ1868|---------------------------------------------------------------------|
 CZ1868
 CZ1868                          SUPERSEDED SURVEY CONTROL
 CZ1868
 CZ1868  NAD 83(1986)-  32 29 53.83745(N)    110 58 56.69402(W) AD(       ) 2
 CZ1868  NAD 27      -  32 29 53.57940(N)    110 58 54.31260(W) AD(       ) 2
 CZ1868  NGVD 29 (05/15/91) 1017.6    (m)         3339.     (f) VERT ANG    3  
 CZ1868
 CZ1868.Superseded values are not recommended for survey control.
 CZ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1868.See file dsdata.txt to determine how the superseded data were derived.
 CZ1868
 CZ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0165295670(NAD 83)
 CZ1868_MARKER: DS = TRIANGULATION STATION DISK
 CZ1868_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1868_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CZ1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1868+STABILITY: POSITION/ELEVATION WELL
 CZ1868
 CZ1868  HISTORY     - Date     Condition        Report By
 CZ1868  HISTORY     - 1936     MONUMENTED       CGS
 CZ1868  HISTORY     - 1962     GOOD             CGS
 CZ1868  HISTORY     - 1972     SEE DESCRIPTION  AZHD
 CZ1868  HISTORY     - 1977     GOOD             NGS
 CZ1868  HISTORY     - 1983     GOOD             AZDT
 CZ1868  HISTORY     - 20080301 POOR             INDIV
 CZ1868
 CZ1868                          STATION DESCRIPTION
 CZ1868
 CZ1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1868'ABOUT 19 MILES NORTH OF TUCSON, 3-1/2 MILES WEST OF U.S. HIGHWAY
 CZ1868'NO. 80, 1 MILE SOUTH OF THE PIMA-PINAL COUNTY LINE, ON THE
 CZ1868'HIGHEST POINT OF A ROCKY KNOB, 20 YARDS WEST OF A TRACK ROAD,
 CZ1868'AND 70 YARDS EAST OF A WASH.  THERE IS A PROMINENT LONE HILL
 CZ1868'ABOUT 1 MILE NORTHEAST OF THE STATION, THE GROUND TO WEST AND
 CZ1868'SOUTH BEING HIGHER, THE GROUND TO THE EAST BEING LOWER.  MARKED
 CZ1868'BY A STANDARD BRONZE DISK.  REFERENCE
 CZ1868'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 CZ1868'5.382 METERS (17.66 FEET) FROM STATION.
 CZ1868'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ1868'DISK, IS 10.800 METERS (35.43 FEET) FROM STATION
 CZ1868'THE AZIMUTH MARK, A
 CZ1868'STANDARD BRONZE DISK, IS ON THE SOUTH END OF A
 CZ1868'10-FOOT HIGH ROCK OUTCROP IN THE FORM OF A RIDGE, 65 FEET
 CZ1868'EAST OF THE CENTERLINE OF THE TRACK ROAD AND 0.35 MILE FROM
 CZ1868'STATION.
 CZ1868
 CZ1868                          STATION RECOVERY (1962)
 CZ1868
 CZ1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1868'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 CZ1868'WERE RECOVERED, FOUND TO BE AS DESCRIBED IN 1936 AND IN GOOD
 CZ1868'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE MARKS WERE
 CZ1868'CHECKED AND FOUND TO BE CORRECT.
 CZ1868'
 CZ1868'THE STATION IS ABOUT 19 MILES NORTH OF TUCSON, 4-3/4 MILES
 CZ1868'SOUTHWEST OF ORACLE JUNCTION, 3-1/2 MILES WEST OF U.S. HIGHWAYS
 CZ1868'80, 89 AND STATE HIGHWAY 789, IN THE SE 1/4 OF SEC. 2, T 11 S,
 CZ1868'R 13 E, AT THE EAST BASE OF THE TORTOLITA MOUNTAINS AND SEPARATED
 CZ1868'FROM THESE MOUNTAINS BY HONEY BEE CANYON WASH.  IT IS ON THE
 CZ1868'TOP OF A RIDGE OF GRANITE OUTCROP WHICH PROJECTS ABOUT 5 FEET
 CZ1868'ABOVE THE SURFACE OF A LOW SANDY RIDGE.
 CZ1868'
 CZ1868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CZ1868'89 AND STATE HIGHWAYS 77 AND 789 AT ORACLE JUNCTION, WHICH
 CZ1868'IS ABOUT 22 MILES NORTH OF TUCSON, DRIVE SOUTH ON U.S. HIGHWAYS
 CZ1868'80, 89 AND STATE HIGHWAY 789 FOR 2.85 MILES TO A SIDE ROAD ON
 CZ1868'THE RIGHT.  TURN RIGHT, WEST, FOR 0.15 MILE TO THE RANCH
 CZ1868'HEADQUARTERS OF MR. MYRON NELSON.  FROM THE RANCH HOUSE DRIVE
 CZ1868'NORTHWESTERLY ON A RANCH ROAD AROUND THE NORTH SIDE OF CORRALS
 CZ1868'FOR 0.15 MILE TO TWO WOODEN GATES.  PASS THROUGH THE SOUTH
 CZ1868'GATE OF TWO AND DRIVE WEST ON THE RANCH ROAD FOR 0.2 MILE TO
 CZ1868'A Y-FORK ON THE WEST SIDE OF BIG WASH.  KEEP THE LEFT FORK
 CZ1868'AND DRIVE SOUTH AND WESTERLY FOR 2.4 MILES TO A CROSSROAD
 CZ1868'BENEATH A POWERLINE.  KEEP STRAIGHT AHEAD WEST FOR 1.8
 CZ1868'MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND DRIVE SOUTH,
 CZ1868'EAST AND SOUTH ALONG THE TRACK ROAD FOR 0.9 MILE TO THE
 CZ1868'AZIMUTH MARK IN A LARGE GRANITE OUTCROP 115 FEET EAST OF THE
 CZ1868'ROAD.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.3 MILE TO A
 CZ1868'LOW SUMMIT AND THE STATION IN THE GRANITE OUTCROP 65 FEET
 CZ1868'WEST OF THE ROAD.
 CZ1868'
 CZ1868'THE STATION MARK, A STANDARD DISK STAMPED LITA 1936, IS CEMENTED
 CZ1868'IN A DRILL HOLE IN THE FLAT SURFACE OF THE OUTCROP WHICH MEASURES
 CZ1868'4 FEET SQUARE AND PROJECTS 5 FEET ABOVE THE GROUND.
 CZ1868'
 CZ1868'REFERENCE MARK 1, A STANDARD DISK STAMPED LITA NO 1 1936, IS
 CZ1868'CEMENTED IN A DRILL HOLE IN THE GRANITE OUTCROP AND IS ABOUT
 CZ1868'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 CZ1868'
 CZ1868'REFERENCE MARK 2, A STANDARD DISK STAMPED LITA NO 2 1936, IS
 CZ1868'CEMENTED IN A DRILL HOLE IN THE GRANITE OUTCROP ABOUT THE SAME
 CZ1868'ELEVATION AS THE STATION MARK.
 CZ1868'
 CZ1868'THE AZIMUTH MARK, A STANDARD DISK STAMPED LITA 1936, IS CEMENTED
 CZ1868'IN A DRILL HOLE ON THE SOUTH SLOPE OF A LARGE GRANITE OUTCROP
 CZ1868'WHICH IS 44 FEET IN LENGTH AND PROJECTS 10 FEET ABOVE THE SURFACE
 CZ1868'OF THE GROUND.  THE MARK IS 6 FEET SOUTH OF THE HIGHEST PART
 CZ1868'OF THE OUTCROP AND 5.2 FEET SOUTH OF A METAL WITNESS POST WITH
 CZ1868'SIGN WEDGED INTO A CREVICE OF THE OUTCROP.
 CZ1868
 CZ1868                          STATION RECOVERY (1972)
 CZ1868
 CZ1868'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1868'GENERAL LOCATION RECOV. AS DESCRIBED.
 CZ1868'
 CZ1868'STATION MARK HALF OF THE CEMENT HOLDING CAP IN OUTCROP HAS
 CZ1868'CHIPPED AWAY.
 CZ1868'
 CZ1868'REFERENCE MARKS R.M. 1 AND R.M. 2 GOOD.
 CZ1868'
 CZ1868'AZIMUTH MARK GOOD.
 CZ1868
 CZ1868                          STATION RECOVERY (1977)
 CZ1868
 CZ1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1868'THE STATION, REFERENCE MARK AND AZIMUTH MARK WERE RECOVERED AS
 CZ1868'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  NO ANGLES TURNED AT
 CZ1868'THIS TIME.
 CZ1868'
 CZ1868'TO REACH THE STATION FROM ORACLE JUNCTION, TRAVEL SOUTH ON U.S.
 CZ1868'HWY. 80-89 FOR ABOUT 3 MILES TO MILE POST 87.82 AND A BLADED ROAD
 CZ1868'RIGHT (WESTERLY) AND MARKED WITH A LARGE WHITE BOULDER.  TURN RIGHT
 CZ1868'(WEST) ON BLADED ROAD FOR 3.6 MILES TO A TRAIL LEFT, TURN LEFT AND
 CZ1868'CONTINUE FOR 0.54 MILE TO A TRAIL LEFT, TURN LEFT FOR 0.9 MILE TO
 CZ1868'THE AZIMUTH MARK ON THE LEFT, CONTINUE ON TRAIL FOR 0.3 MILE TO THE
 CZ1868'STATION ON THE RIGHT.
 CZ1868'
 CZ1868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES N OF
 CZ1868'TUCSON.
 CZ1868'
 CZ1868'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1868
 CZ1868                          STATION RECOVERY (1983)
 CZ1868
 CZ1868'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1868'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE 1972
 CZ1868'RECOVERY NOTE IS ADEQUATE FOR RECOVERY.
 CZ1868
 CZ1868                          STATION RECOVERY (2008)
 CZ1868
 CZ1868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (AH)
 CZ1868'DISK HAS BEEN DAMAGED, BUT IS STILL USABLE.  LOOKS AS IF SOMEONE TRIED
 CZ1868'TO REMOVE IT.  STABILITY IS GOOD.  FROM INTERSECTION OF ORACLE AZ77
 CZ1868'AND TANGERINE RD. TRAVEL NORTH ON AZ77 6 MI AND TURN LEFT PAST THE
 CZ1868'EDGE OF A NURSERY/LANDSCAPING BUSINESS.  THE ROAD IS NOT MARKED AT THE
 CZ1868'HIGHWAY.  CONTINUE ON THE MAIN BLADED ROAD DRIVE 1.8 MI PAST THE
 CZ1868'DOUBLE POWERLINES AND TURN LEFT DIM TRACK ROAD TO BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2241 ***********************************************************************
 DV2241  DESIGNATION -  LITCH
 DV2241  PID         -  DV2241
 DV2241  STATE/COUNTY-  AZ/MARICOPA
 DV2241  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV2241
 DV2241                         *CURRENT SURVEY CONTROL
 DV2241  ___________________________________________________________________
 DV2241* NAD 83(2007)-  33 39 05.28699(N)    112 21 56.01357(W)     ADJUSTED  
 DV2241* NAVD 88     -       376.3    (meters)    1235.     (feet)  VERTCON   
 DV2241  ___________________________________________________________________
 DV2241  EPOCH DATE  -        2007.00
 DV2241  X           -  -2,022,460.368 (meters)                     COMP
 DV2241  Y           -  -4,915,240.677 (meters)                     COMP
 DV2241  Z           -   3,514,523.431 (meters)                     COMP
 DV2241  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DV2241  ELLIP HEIGHT-         346.571 (meters)          (02/10/07) ADJUSTED
 DV2241  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV2241
 DV2241  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2241  Type    PID    Designation                      North   East  Ellip
 DV2241  -------------------------------------------------------------------
 DV2241  NETWORK DV2241 LITCH                             4.78   5.72   6.15
 DV2241  -------------------------------------------------------------------
 DV2241
 DV2241.The horizontal coordinates were established by GPS observations
 DV2241.and adjusted by the National Geodetic Survey in February 2007.
 DV2241
 DV2241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2241.The horizontal coordinates are valid at the epoch date displayed above.
 DV2241.The epoch date for horizontal control is a decimal equivalence
 DV2241.of Year/Month/Day.
 DV2241
 DV2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2241
 DV2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2241
 DV2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2241
 DV2241.The ellipsoidal height was determined by GPS observations
 DV2241.and is referenced to NAD 83.
 DV2241
 DV2241.The geoid height was determined by GEOID03.
 DV2241
 DV2241;                    North         East     Units Scale Factor Converg.
 DV2241;SPC AZ C     -   294,089.259   171,724.543   MT  0.99992136   -0 14 55.5
 DV2241;SPC AZ C     -   964,859.77    563,400.73   iFT  0.99992136   -0 14 55.5
 DV2241;UTM  12      - 3,724,348.864   373,376.198   MT  0.99979767   -0 45 24.5
 DV2241
 DV2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2241!SPC AZ C     -   0.99994559  x   0.99992136  =   0.99986696
 DV2241!UTM  12      -   0.99994559  x   0.99979767  =   0.99974328
 DV2241
 DV2241                          SUPERSEDED SURVEY CONTROL
 DV2241
 DV2241  ELLIP H (06/11/02)  346.600  (m)                       GP(       ) 4 2
 DV2241  NAD 83(1992)-  33 39 05.28532(N)    112 21 56.01308(W) AD(       ) 1
 DV2241  ELLIP H (08/23/93)  346.741  (m)                       GP(       ) 4 2
 DV2241  NAD 83(1986)-  33 39 05.28015(N)    112 21 56.01906(W) AD(       ) 1
 DV2241  NGVD 29 (09/11/89)  375.7    (m)         1233.     (f) GPS OBS     3  
 DV2241
 DV2241.Superseded values are not recommended for survey control.
 DV2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2241.See file dsdata.txt to determine how the superseded data were derived.
 DV2241
 DV2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7337624349(NAD 83)
 DV2241_MARKER: DD = SURVEY DISK
 DV2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2241+STABILITY: SURFACE MOTION
 DV2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2241+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV2241
 DV2241  HISTORY     - Date     Condition        Report By
 DV2241  HISTORY     - 1986     MONUMENTED       AZDT
 DV2241  HISTORY     - 20070429 GOOD             GEOCAC
 DV2241
 DV2241                          STATION DESCRIPTION
 DV2241
 DV2241'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2241'THE STATION IS LOCATED ABOUT 8.1 KM (5 MI) NORTHWEST OF YOUNGTOWN,
 DV2241'ARIZONA.
 DV2241'
 DV2241'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV2241'AVE, GO NORTHWEST FOR 2.03 KM (1.25 MI) ON GRAND AVE TO THE
 DV2241'STATION ON THE RIGHT ACROSS THE RAILROAD TRACKS TO THE NORTHEAST.
 DV2241'
 DV2241'THE STATION IS A STANDARD AGS DISK
 DV2241'STAMPED---LITCH 1986---,
 DV2241'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2241'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2241'11.89 METERS (39.0 FT) SOUTHWEST FROM A FENCE,
 DV2241'21.03 METERS (69.0 FT) NORTHEAST FROM THE NORTH RAILROAD TRACK,
 DV2241'1.22 METERS (4.0 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2241'1.22 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN.
 DV2241'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2241'STAMPED---LITCH 1986---,
 DV2241'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DV2241
 DV2241                          STATION RECOVERY (2007)
 DV2241
 DV2241'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0511 ***********************************************************************
 DV0511  DESIGNATION -  LITCH RM 1
 DV0511  PID         -  DV0511
 DV0511  STATE/COUNTY-  AZ/MARICOPA
 DV0511  USGS QUAD   -  PERRYVILLE (1982)
 DV0511
 DV0511                         *CURRENT SURVEY CONTROL
 DV0511  ___________________________________________________________________
 DV0511* NAD 83(1986)-  33 25 13.     (N)    112 22 59.     (W)     SCALED    
 DV0511* NAVD 88     -       288.90   (+/-2cm)     947.8    (feet)  VERTCON   
 DV0511  ___________________________________________________________________
 DV0511  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0511
 DV0511.The horizontal coordinates were scaled from a topographic map and have
 DV0511.an estimated accuracy of +/- 6 seconds.
 DV0511
 DV0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0511.The vertical order pertains to the NGVD 29 superseded value.
 DV0511
 DV0511.The geoid height was determined by GEOID03.
 DV0511
 DV0511;                    North         East    Units  Estimated Accuracy
 DV0511;SPC AZ C     -   268,460.      169,990.      MT  (+/- 180 meters Scaled)
 DV0511
 DV0511                          SUPERSEDED SURVEY CONTROL
 DV0511
 DV0511  NGVD 29 (??/??/92)  288.267  (m)          945.76   (f) ADJ UNCH    2 0
 DV0511
 DV0511.Superseded values are not recommended for survey control.
 DV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0511.See file dsdata.txt to determine how the superseded data were derived.
 DV0511
 DV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB714987(NAD 83)
 DV0511_MARKER: DR = REFERENCE MARK DISK
 DV0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0511_STAMPING: LITCH NO 1 1965
 DV0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0511+STABILITY: SURFACE MOTION
 DV0511
 DV0511  HISTORY     - Date     Condition        Report By
 DV0511  HISTORY     - 1965     MONUMENTED       CGS
 DV0511
 DV0511                          STATION DESCRIPTION
 DV0511
 DV0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DV0511'2.75 MI NW FROM LITCHFIELD PARK NAF.
 DV0511'0.15 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE AT THE
 DV0511'LITCHFIELD PARK NAVAL AIR FACILITY, THENCE 0.15 MILE NORTHERLY ALONG
 DV0511'2ND STREET, THENCE 1.75 MILES NORTH, WEST AND SOUTH ALONG A GRAVELED
 DV0511'ROAD PARALLEL TO PERIMETER FENCE TO A YELLOW-PAINTED WATCH TOWER,
 DV0511'THENCE 0.65 MILE SOUTHWEST AND WEST ALONG AN ASPHALT ROAD, THENCE 0.05
 DV0511'MILE SOUTH ACROSS A BLADED AREA, 214 FEET SOUTH OF THE PERIMETER
 DV0511'FENCE, 3.6 FEET WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 DV0511'12-INCH CONCRETE CYLINDER THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF
 DV0511'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0513 ***********************************************************************
 DV0513  DESIGNATION -  LITCH RM 2
 DV0513  PID         -  DV0513
 DV0513  STATE/COUNTY-  AZ/MARICOPA
 DV0513  USGS QUAD   -  PERRYVILLE (1982)
 DV0513
 DV0513                         *CURRENT SURVEY CONTROL
 DV0513  ___________________________________________________________________
 DV0513* NAD 83(1986)-  33 25 13.     (N)    112 22 59.     (W)     SCALED    
 DV0513* NAVD 88     -       288.43   (+/-2cm)     946.3    (feet)  VERTCON   
 DV0513  ___________________________________________________________________
 DV0513  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0513
 DV0513.The horizontal coordinates were scaled from a topographic map and have
 DV0513.an estimated accuracy of +/- 6 seconds.
 DV0513
 DV0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0513.The vertical order pertains to the NGVD 29 superseded value.
 DV0513
 DV0513.The geoid height was determined by GEOID03.
 DV0513
 DV0513;                    North         East    Units  Estimated Accuracy
 DV0513;SPC AZ C     -   268,460.      169,990.      MT  (+/- 180 meters Scaled)
 DV0513
 DV0513                          SUPERSEDED SURVEY CONTROL
 DV0513
 DV0513  NGVD 29 (??/??/92)  287.802  (m)          944.23   (f) ADJ UNCH    2 0
 DV0513
 DV0513.Superseded values are not recommended for survey control.
 DV0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0513.See file dsdata.txt to determine how the superseded data were derived.
 DV0513
 DV0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB714987(NAD 83)
 DV0513_MARKER: DR = REFERENCE MARK DISK
 DV0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0513_STAMPING: LITCH NO 2 1965
 DV0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0513+STABILITY: SURFACE MOTION
 DV0513
 DV0513  HISTORY     - Date     Condition        Report By
 DV0513  HISTORY     - 1965     MONUMENTED       CGS
 DV0513
 DV0513                          STATION DESCRIPTION
 DV0513
 DV0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DV0513'2.75 MI SW FROM LITCHFIELD PARK NAF.
 DV0513'0.15 MILE NORTHWEST ALONG CENTRAL AVENUE FROM THE MAIN GATE AT THE
 DV0513'LITCHFIELD PARK NAVAL AIR FACILITY, THENCE 0.15 MILE NORTHERLY ALONG
 DV0513'2ND STREET, THENCE 1.75 MILES NORTH, WEST AND SOUTH ALONG A GRAVELED
 DV0513'ROAD PARALLEL TO PERIMETER FENCE TO A YELLOW-PAINTED WATCH TOWER,
 DV0513'THENCE 0.65 MILE SOUTHWEST AND WEST ALONG AN ASPHALT ROAD, THENCE 0.05
 DV0513'MILE SOUTH ACROSS A BLADED AREA, 142 FEET EAST OF THE PERIMETER FENCE,
 DV0513'2.6 FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A 12-INCH
 DV0513'CONCRETE CYLINDER THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 DV0513'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2034 ***********************************************************************
 DV2034  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2034  DESIGNATION -  LITCHFIELD
 DV2034  PID         -  DV2034
 DV2034  STATE/COUNTY-  AZ/MARICOPA
 DV2034  USGS QUAD   -  EL MIRAGE (1982)
 DV2034
 DV2034                         *CURRENT SURVEY CONTROL
 DV2034  ___________________________________________________________________
 DV2034* NAD 83(2007)-  33 31 13.07612(N)    112 21 43.13124(W)     ADJUSTED  
 DV2034* NAVD 88     -       341.75   (meters)    1121.2    (feet)  GPS OBS   
 DV2034  ___________________________________________________________________
 DV2034  EPOCH DATE  -        2007.00
 DV2034  X           -  -2,025,204.345 (meters)                     COMP
 DV2034  Y           -  -4,922,783.138 (meters)                     COMP
 DV2034  Z           -   3,502,383.444 (meters)                     COMP
 DV2034  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DV2034  ELLIP HEIGHT-         311.362 (meters)          (02/10/07) ADJUSTED
 DV2034  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2034
 DV2034  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2034  Type    PID    Designation                      North   East  Ellip
 DV2034  -------------------------------------------------------------------
 DV2034  NETWORK DV2034 LITCHFIELD                        0.47   0.39   1.49
 DV2034  -------------------------------------------------------------------
 DV2034
 DV2034.The horizontal coordinates were established by GPS observations
 DV2034.and adjusted by the National Geodetic Survey in February 2007.
 DV2034
 DV2034.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2034.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2034.The horizontal coordinates are valid at the epoch date displayed above.
 DV2034.The epoch date for horizontal control is a decimal equivalence
 DV2034.of Year/Month/Day.
 DV2034
 DV2034.The orthometric height was determined by GPS observations and a
 DV2034.high-resolution geoid model.
 DV2034.The orthometric height was determined by GPS observations and a
 DV2034.high-resolution geoid model using precise GPS observation and
 DV2034.processing techniques.
 DV2034
 DV2034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2034
 DV2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2034
 DV2034.The ellipsoidal height was determined by GPS observations
 DV2034.and is referenced to NAD 83.
 DV2034
 DV2034.The geoid height was determined by GEOID03.
 DV2034
 DV2034;                    North         East     Units Scale Factor Converg.
 DV2034;SPC AZ C     -   279,540.430   171,993.903   MT  0.99992109   -0 14 45.3
 DV2034;SPC AZ C     -   917,127.40    564,284.46   iFT  0.99992109   -0 14 45.3
 DV2034;UTM  12      - 3,709,800.022   373,516.744   MT  0.99979723   -0 45 08.0
 DV2034
 DV2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2034!SPC AZ C     -   0.99995112  x   0.99992109  =   0.99987221
 DV2034!UTM  12      -   0.99995112  x   0.99979723  =   0.99974836
 DV2034
 DV2034:                Primary Azimuth Mark                     Grid Az
 DV2034:SPC AZ C     -  LUKE FIELD BEACON                        005 08 04.0
 DV2034:UTM  12      -  LUKE FIELD BEACON                        005 38 26.7
 DV2034
 DV2034|---------------------------------------------------------------------|
 DV2034| PID    Reference Object                     Distance      Geod. Az  |
 DV2034|                                                           dddmmss.s |
 DV2034| DV2035 LUKE FIELD BEACON                   APPROX. 2.5 KM 0045318.7 |
 DV2034| DV2019 PEORIA WATER TANK                   APPROX.13.4 KM 0582805.8 |
 DV2034| DV0273 X 258                                              1402340.4 |
 DV2034| CH5861 LITCHFIELD RM 3 AZIMUTH                            1495102.5 |
 DV2034| CH5859 LITCHFIELD RM 1                      14.160 METERS 21420     |
 DV2034| CH5860 LITCHFIELD RM 2                      18.197 METERS 30622     |
 DV2034|---------------------------------------------------------------------|
 DV2034
 DV2034                          SUPERSEDED SURVEY CONTROL
 DV2034
 DV2034  NAD 83(1992)-  33 31 13.07538(N)    112 21 43.13069(W) AD(       ) A
 DV2034  ELLIP H (01/27/00)  311.386  (m)                       GP(       ) 1 1
 DV2034  NAD 83(1992)-  33 31 13.07431(N)    112 21 43.13066(W) AD(       ) 1
 DV2034  ELLIP H (08/23/93)  311.533  (m)                       GP(       ) 4 2
 DV2034  NAD 83(1986)-  33 31 13.06861(N)    112 21 43.13694(W) AD(       ) 1
 DV2034  NAD 27      -  33 31 12.92200(N)    112 21 40.56600(W) AD(       ) 1
 DV2034  NGVD 29 (01/12/90)  341.3    (m)         1120.     (f) VERT ANG    3  
 DV2034
 DV2034.Superseded values are not recommended for survey control.
 DV2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2034.See file dsdata.txt to determine how the superseded data were derived.
 DV2034
 DV2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7351709800(NAD 83)
 DV2034_MARKER: DS = TRIANGULATION STATION DISK
 DV2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2034_STAMPING: LITCHFIELD 1934
 DV2034_MARK LOGO: CGS   
 DV2034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2034+STABILITY: SURFACE MOTION
 DV2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2034+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2007
 DV2034
 DV2034  HISTORY     - Date     Condition        Report By
 DV2034  HISTORY     - 1934     MONUMENTED       CGS
 DV2034  HISTORY     - 1936     GOOD             CGS
 DV2034  HISTORY     - 1947     GOOD             CGS
 DV2034  HISTORY     - 1948     GOOD             CGS
 DV2034  HISTORY     - 1960     GOOD             AMS
 DV2034  HISTORY     - 1972     GOOD             USE
 DV2034  HISTORY     - 1973     GOOD             NGS
 DV2034  HISTORY     - 1975     GOOD             NGS
 DV2034  HISTORY     - 1986     GOOD             AZDT
 DV2034  HISTORY     - 1986     GOOD             AZDT
 DV2034  HISTORY     - 19980923 GOOD             AZ-013
 DV2034  HISTORY     - 20060816 GOOD             GEOCAC
 DV2034  HISTORY     - 20060816 GOOD             GEOCAC
 DV2034  HISTORY     - 20070825 GOOD             MCDOT
 DV2034
 DV2034                          STATION DESCRIPTION
 DV2034
 DV2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2034'ABOUT 0.1 MILE SOUTHEAST OF THE HIGHEST POINT OF A LOW RIDGE
 DV2034'JUST NORTH OF THE LITCHFIELD RESIDENCE, NEAR THE NORTH LINE
 DV2034'OF SEC. 16, T. 2 N., R. 1 W.  MARKED BY STANDARD BRONZE DISKS
 DV2034'AS DESCRIBED.  REFERENCE MARK NO. 1, A
 DV2034'STANDARD BRONZE REFERENCE DISK IS 14.157 METERS
 DV2034'(46.45 FEET) FROM STATION.  REFERENCE
 DV2034'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK IS
 DV2034'18.207 METERS (59.73 FEET) FROM STATION.
 DV2034'THE AZIMUTH MARK, A STANDARD BRONZE DISK
 DV2034'IS REFERENCE MARK NO. 3, AND IS 0.3 MILE FROM STATION.
 DV2034
 DV2034                          STATION RECOVERY (1947)
 DV2034
 DV2034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2034'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 DV2034'GOOD CONDITION AS DESCRIBED WITH THE EXCEPTION OF SLIGHT
 DV2034'DIFFERENCES IN DIRECTION AND DIFFERENCE IN DISTANCE TO REFERENCE
 DV2034'MARK NO. 2.  THE AZIMUTH MARK WAS NOT LOCATED.  BM X258 WAS USED
 DV2034'AS AZIMUTH.  THE CORRECT DISTANCE AND DIRECTION LISTED BELOW
 DV2034'
 DV2034'THE STATION IS LOCATED ABOUT 0.1 MILE SOUTHEAST OF THE HIGHEST
 DV2034'POINT OF A LOW RIDGE JUST NORTH OF THE LITCHFIELD RESIDENCE,
 DV2034'10 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS CENTER LINE
 DV2034'OF ROAD, 18 FEET NORTHEAST OF THE INTERSECTION OF A ROAD
 DV2034'SOUTH, 8 FEET SOUTH-SOUTHEAST OF A 4 X 4 WHITE WITNESS POST.
 DV2034'MARKED BY A BRONZE DISK,
 DV2034'PROJECTS 6 INCHES AND IS STAMPED LITCHFIELD 1934.
 DV2034'
 DV2034'REFERENCE MARK NO. 1 IS APPROXIMATELY 40 INCHES LOWER THAN
 DV2034'STATION, 10 FEET EAST OF THE CENTER LINE OF ROAD, A BRONZE
 DV2034'DISK, PROJECTS 6 INCHES AND IS STAMPED
 DV2034'LITCHFIELD NO 1 1934.
 DV2034'
 DV2034'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES HIGHER THAN THE
 DV2034'STATION, 8 FEET NORTH OF CENTER LINE OF ROAD, SET IN A CONCRETE
 DV2034'BLOCK WHICH PROJECTS 4 INCHES.  THE MARK IS A BRONZE DISK
 DV2034'STAMPED--LITCHFIELD NO 2 1934.
 DV2034'
 DV2034'THE AZIMUTH MARK IS A CAST IRON U.S.C. AND G. SURVEY BENCH MARK,
 DV2034'33 FEET EAST OF THE CENTER LINE OF ROAD, 2 FEET WEST OF A
 DV2034'NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A 4 X 4 WHITE WITNESS
 DV2034'POST, SET IN TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 DV2034'AND IS STAMPED--X 258 1945.
 DV2034'
 DV2034'TO REACH FROM THE FLAG POLE AT LITCHFIELD PARK WHICH IS LOCATED
 DV2034'IN CENTER OF STREET IN CENTRAL PART OF TOWN.  GO NORTH ON
 DV2034'THE ONLY HIGHWAY FOR 1.6 MILES TO THE AZIMUTH MARK ON RIGHT
 DV2034'AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A
 DV2034'LOCKED GATE ON LEFT AND SIGN--PERMISSION FOR ENTRANCE AT
 DV2034'SOUTHWEST COTTON OFFICE, LITCHFIELD PARK, ARIZONA.  TURN LEFT
 DV2034'(W) FOR 0.3 MILE TO INTERSECTION OF A ROAD SOUTH AND STATION
 DV2034'SITE AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV2034'
 DV2034'OBSERVATIONS MADE FROM A 1.4 M TRIPOD.
 DV2034
 DV2034                          STATION RECOVERY (1948)
 DV2034
 DV2034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 DV2034'AMEND THE LAST PARAGRAPH OF THE 1947 RECOVERY CARD TO READ AS
 DV2034'FOLLOWS.
 DV2034'
 DV2034'TO REACH FROM - - - - - TO A LOCKED GATE ON THE LEFT AND
 DV2034'SIGN--PRIVATE PROPERTY.  PERMISSION FOR USE MUST BE OBTAINED
 DV2034'FROM GOODYEAR FARMS LITCHFIELD PARK, ARIZ.  TURN LEFT (W) FOR
 DV2034'0.3 MILE TOWARDS A STONE PICNIC FIREPLACE ON A LOW RIDGE.
 DV2034'STATION IS 330 FEET SE OF FIREPLACE AND 11 FEET NE OF CENTER
 DV2034'LINE OF MAIN TRAIL.  A STANDARD COAST SURVEY DISK SET IN A ONE
 DV2034'FOOT SQUARE CONCRETE POST AND PROJECTING 6 INCHES ABOVE THE
 DV2034'SURFACE OF THE GROUND.
 DV2034'
 DV2034'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK ARE AS DESCRIBED
 DV2034'BY MR. KONICHEK.
 DV2034
 DV2034                          STATION RECOVERY (1960)
 DV2034
 DV2034'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2034'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 DV2034'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DV2034
 DV2034                          STATION RECOVERY (1972)
 DV2034
 DV2034'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV2034'LITCHFIELD, 1934 - GOOD
 DV2034'
 DV2034'LITCHFIELD NO 1, 1934 - GOOD
 DV2034'
 DV2034'LITCHFIELD NO 2, 1934 - GOOD
 DV2034'
 DV2034'DESCRIPTION IS ADEQUATE.
 DV2034
 DV2034                          STATION RECOVERY (1973)
 DV2034
 DV2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2034'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DV2034'MARK WERE RECOVERED IN GOOD CONDITION.  THE ROUTE TO THE STATION
 DV2034'IS ADEQUATE.
 DV2034'
 DV2034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 DV2034'OF LITCHFIELD PARK.
 DV2034
 DV2034                          STATION RECOVERY (1975)
 DV2034
 DV2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LO)
 DV2034'RECOVERED IN GOOD CONDITION.
 DV2034
 DV2034                          STATION RECOVERY (1986)
 DV2034
 DV2034'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2034'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DV2034'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW ROUTE TO THE
 DV2034'STATION FOLLOWS.
 DV2034'
 DV2034'TO REACH THE STATION FROM THE INTERSECTION OF LITCHFIELD ROAD AND
 DV2034'CAMEL BACK ROAD IN LITCHFIELD PARK.  TRAVEL NORTH ALONG LITCHFIELD
 DV2034'ROAD FOR 0.75 MILE TO A BLADED ROAD ON THE LEFT AT A LOCKED GATE.
 DV2034'PASS THROUGH THE GATE AND TRAVEL WEST UP THE RIDGE FOR 0.3 MILE TO
 DV2034'THE STATION ON THE RIGHT.  OBTAIN A KEY FROM CLARK CORBITT AT THE
 DV2034'WIGWAM HOTEL IN LITCHFIELD PARK.  PHONE 935 3811 EXT 133.
 DV2034
 DV2034                          STATION RECOVERY (1986)
 DV2034
 DV2034'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV2034'THE STATION WAS RECOVERED AT THIS DATE.
 DV2034'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV2034'DESCRIPTION WAS ADEQUATE.
 DV2034
 DV2034                          STATION RECOVERY (1998)
 DV2034
 DV2034'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV2034'RECOVERED AS DESCRIBED.
 DV2034
 DV2034                          STATION RECOVERY (2006)
 DV2034
 DV2034'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2034'THE DESCRIPTION IS ADEQUATE. REFERENCE MARKS 1 AND 2 WERE ALSO
 DV2034'SEARCHED FOR, BUT ONLY RM 1 WAS LOCATED. A FLAT SCRAPED AREA WAS
 DV2034'OBSERVED UPHILL FROM THE STATION, AND TO THE NORTH OF THE ROAD. RM 2
 DV2034'PRESUMED DESTROYED.
 DV2034
 DV2034                          STATION RECOVERY (2006)
 DV2034
 DV2034'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2034'REFERENCE MARKS 1 AND 2 WERE ALSO SEARCHED FOR, BUT ONLY RM 1 WAS
 DV2034'LOCATED. A FLAT SCRAPED AREA WAS OBSERVED UPHILL FROM THE STATION, AND
 DV2034'TO THE NORTH OF THE ROAD. RM 2 PRESUMED DESTROYED.
 DV2034
 DV2034                          STATION RECOVERY (2007)
 DV2034
 DV2034'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 DV2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2121 ***********************************************************************
 DV2121  DESIGNATION -  LITCHFIELD PARK NAF BEACON
 DV2121  PID         -  DV2121
 DV2121  STATE/COUNTY-  AZ/MARICOPA
 DV2121  USGS QUAD   -  TOLLESON (1982)
 DV2121
 DV2121                         *CURRENT SURVEY CONTROL
 DV2121  ___________________________________________________________________
 DV2121* NAD 83(1992)-  33 25 40.96327(N)    112 21 58.74962(W)     ADJUSTED  
 DV2121* NAVD 88     -              **(meters)            **(feet)            
 DV2121  ___________________________________________________________________
 DV2121  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DV2121  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2121  HORZ ORDER  -  THIRD
 DV2121
 DV2121.The horizontal coordinates were established by classical geodetic methods
 DV2121.and adjusted by the National Geodetic Survey in August 1993.
 DV2121
 DV2121
 DV2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2121
 DV2121.The geoid height was determined by GEOID03.
 DV2121
 DV2121;                    North         East     Units Scale Factor Converg.
 DV2121;SPC AZ C     -   269,310.954   171,546.606   MT  0.99992155   -0 14 51.8
 DV2121;SPC AZ C     -   883,566.12    562,816.95   iFT  0.99992155   -0 14 51.8
 DV2121;UTM  12      - 3,699,576.152   372,979.246   MT  0.99979892   -0 45 10.0
 DV2121
 DV2121                          SUPERSEDED SURVEY CONTROL
 DV2121
 DV2121  NAD 83(1986)-  33 25 40.95763(N)    112 21 58.75415(W) AD(       ) 4
 DV2121  NAD 27      -  33 25 40.80300(N)    112 21 56.18500(W) AD(       ) 3
 DV2121
 DV2121.Superseded values are not recommended for survey control.
 DV2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2121.See file dsdata.txt to determine how the superseded data were derived.
 DV2121
 DV2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7297999576(NAD 83)
 DV2121_MARKER: 21 = AIRPORT BEACON
 DV2121
 DV2121  HISTORY     - Date     Condition        Report By
 DV2121  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2121  HISTORY     - 19960305 GOOD             USPSQD
 DV2121
 DV2121                          STATION DESCRIPTION
 DV2121
 DV2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2121'STATION IS ABOUT 2 MILES WEST-SOUTHWEST OF AVONDALE, ABOUT
 DV2121'3/4 MILE SOUTHWEST OF GOODYEAR AND IN LITCHFIELD PARK AIR
 DV2121'BASE.
 DV2121'
 DV2121'STATION IS A BEACON ON EAST END OF ROOF OF AIRCRAFT HANGER
 DV2121'AND THE TOTAL HEIGHT OF BEACON LIGHT ABOVE THE GROUND IS
 DV2121'APPROXIMATELY 75 FEET.
 DV2121'
 DV2121'POINT INTERSECTED WAS CENTER OF LIGHT.
 DV2121
 DV2121                          STATION RECOVERY (1996)
 DV2121
 DV2121'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2122 ***********************************************************************
 DV2122  DESIGNATION -  LITCHFIELD PARK NAF CONT TWR
 DV2122  PID         -  DV2122
 DV2122  STATE/COUNTY-  AZ/MARICOPA
 DV2122  USGS QUAD   -  TOLLESON (1982)
 DV2122
 DV2122                         *CURRENT SURVEY CONTROL
 DV2122  ___________________________________________________________________
 DV2122* NAD 83(1992)-  33 25 36.51002(N)    112 22 07.49891(W)     ADJUSTED  
 DV2122* NAVD 88     -              **(meters)            **(feet)            
 DV2122  ___________________________________________________________________
 DV2122  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DV2122  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2122  HORZ ORDER  -  THIRD
 DV2122
 DV2122.The horizontal coordinates were established by classical geodetic methods
 DV2122.and adjusted by the National Geodetic Survey in August 1993.
 DV2122
 DV2122
 DV2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2122
 DV2122.The geoid height was determined by GEOID03.
 DV2122
 DV2122;                    North         East     Units Scale Factor Converg.
 DV2122;SPC AZ C     -   269,174.746   171,320.007   MT  0.99992178   -0 14 56.6
 DV2122;SPC AZ C     -   883,119.25    562,073.51   iFT  0.99992178   -0 14 56.6
 DV2122;UTM  12      - 3,699,441.964   372,751.484   MT  0.99979963   -0 45 14.8
 DV2122
 DV2122                          SUPERSEDED SURVEY CONTROL
 DV2122
 DV2122  NAD 83(1986)-  33 25 36.50430(N)    112 22 07.50353(W) AD(       ) 4
 DV2122  NAD 27      -  33 25 36.35000(N)    112 22 04.93600(W) AD(       ) 3
 DV2122
 DV2122.Superseded values are not recommended for survey control.
 DV2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2122.See file dsdata.txt to determine how the superseded data were derived.
 DV2122
 DV2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7275199442(NAD 83)
 DV2122_MARKER: 58 = CONTROL TOWER
 DV2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2122+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 DV2122
 DV2122  HISTORY     - Date     Condition        Report By
 DV2122  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2122  HISTORY     - 19960305 GOOD             USPSQD
 DV2122  HISTORY     - 20060928 GOOD             GEOCAC
 DV2122
 DV2122                          STATION DESCRIPTION
 DV2122
 DV2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2122'STATION IS ABOUT 2 MILES WEST-SOUTHWEST OF AVONDALE, ABOUT
 DV2122'1 MILE SOUTHWEST OF GOODYEAR AND IN LITCHFIELD PARK AIR BASE.
 DV2122'
 DV2122'THE STATION IS ON THE WEST SIDE OF AIRCRAFT HANGERS, IS A
 DV2122'GLASSED IN CONTROL STATION ATOP A SQUARE CONCRETE FOUNDATION
 DV2122'WHICH IS PAINTED RED AND WHITE AND IS APPROXIMATELY 65 FEET
 DV2122'HIGH.
 DV2122'
 DV2122'POINT INTERSECTED WAS TOP AND CENTER OF CONTROL TOWER.
 DV2122
 DV2122                          STATION RECOVERY (1996)
 DV2122
 DV2122'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2122'RECOVERED IN GOOD CONDITION.
 DV2122
 DV2122                          STATION RECOVERY (2006)
 DV2122
 DV2122'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2122'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE TOWER IS NOW
 DV2122'PAINTED LIGHT BROWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2126 ***********************************************************************
 DV2126  DESIGNATION -  LITCHFIELD PARK NAF UHF ANT
 DV2126  PID         -  DV2126
 DV2126  STATE/COUNTY-  AZ/MARICOPA
 DV2126  USGS QUAD   -  TOLLESON (1982)
 DV2126
 DV2126                         *CURRENT SURVEY CONTROL
 DV2126  ___________________________________________________________________
 DV2126* NAD 83(1992)-  33 25 36.38137(N)    112 22 07.52996(W)     ADJUSTED  
 DV2126* NAVD 88     -              **(meters)            **(feet)            
 DV2126  ___________________________________________________________________
 DV2126  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DV2126  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DV2126  HORZ ORDER  -  THIRD
 DV2126
 DV2126.The horizontal coordinates were established by classical geodetic methods
 DV2126.and adjusted by the National Geodetic Survey in August 1993.
 DV2126
 DV2126
 DV2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2126
 DV2126.The geoid height was determined by GEOID03.
 DV2126
 DV2126;                    North         East     Units Scale Factor Converg.
 DV2126;SPC AZ C     -   269,170.786   171,319.188   MT  0.99992178   -0 14 56.6
 DV2126;SPC AZ C     -   883,106.25    562,070.83   iFT  0.99992178   -0 14 56.6
 DV2126;UTM  12      - 3,699,438.012   372,750.630   MT  0.99979963   -0 45 14.8
 DV2126
 DV2126                          SUPERSEDED SURVEY CONTROL
 DV2126
 DV2126  NAD 83(1986)-  33 25 36.37585(N)    112 22 07.53458(W) AD(       ) 4
 DV2126  NAD 27      -  33 25 36.22320(N)    112 22 04.96330(W) AD(       ) 3
 DV2126
 DV2126.Superseded values are not recommended for survey control.
 DV2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2126.See file dsdata.txt to determine how the superseded data were derived.
 DV2126
 DV2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7275199438(NAD 83)
 DV2126
 DV2126  HISTORY     - Date     Condition        Report By
 DV2126  HISTORY     - 1965     FIRST OBSERVED   CGS
 DV2126  HISTORY     - 19960305 MARK NOT FOUND   USPSQD
 DV2126
 DV2126                          STATION DESCRIPTION
 DV2126
 DV2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2126'THE STATION IS LOCATED ON THE CONTROL TOWER AT THE LITCHFIELD
 DV2126'NAVAL AIR FACILITY.  IT IS A STEEL POLE MOUNTED AT THE SOUTH
 DV2126'CORNER OF THE TOWER WITH A CYLINDRICAL CAN AT THE TOP THAT IS
 DV2126'PAINTED GRAY.  IT IS THE TALLEST STRUCTURE ON THE TOWER.  POINT
 DV2126'OBSERVED WAS THE CENTER OF THE CAN.
 DV2126
 DV2126                          STATION RECOVERY (1996)
 DV2126
 DV2126'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0319 ***********************************************************************
 ER0319  DESIGNATION -  LITHODENDRON
 ER0319  PID         -  ER0319
 ER0319  STATE/COUNTY-  AZ/NAVAJO
 ER0319  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0319
 ER0319                         *CURRENT SURVEY CONTROL
 ER0319  ___________________________________________________________________
 ER0319* NAD 83(1992)-  34 59 40.52084(N)    109 55 53.53885(W)     ADJUSTED  
 ER0319* NAVD 88     -      1620.726  (meters)    5317.33   (feet)  ADJUSTED  
 ER0319  ___________________________________________________________________
 ER0319  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 ER0319  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ER0319  DYNAMIC HT  -        1618.485 (meters)    5309.98  (feet)  COMP
 ER0319  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 ER0319
 ER0319  HORZ ORDER  -  SECOND
 ER0319  VERT ORDER  -  FIRST     CLASS II
 ER0319
 ER0319.The horizontal coordinates were established by classical geodetic methods
 ER0319.and adjusted by the National Geodetic Survey in August 1993.
 ER0319
 ER0319.The orthometric height was determined by differential leveling
 ER0319.and adjusted in June 1991.
 ER0319.WARNING-Repeat measurements at this control monument indicate possible
 ER0319.vertical movement.
 ER0319
 ER0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0319
 ER0319.The geoid height was determined by GEOID03.
 ER0319
 ER0319.The dynamic height is computed by dividing the NAVD 88
 ER0319.geopotential number by the normal gravity value computed on the
 ER0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0319.degrees latitude (g = 980.6199 gals.).
 ER0319
 ER0319.The modeled gravity was interpolated from observed gravity values.
 ER0319
 ER0319;                    North         East     Units Scale Factor Converg.
 ER0319;SPC AZ E     -   442,999.248   234,823.701   MT  0.99990568   +0 08 05.4
 ER0319;SPC AZ E     - 1,453,409.61    770,418.97   iFT  0.99990568   +0 08 05.4
 ER0319;UTM  12      - 3,872,964.460   597,507.242   MT  0.99971718   +0 36 46.1
 ER0319
 ER0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0319!SPC AZ E     -   0.99974943  x   0.99990568  =   0.99965514
 ER0319!UTM  12      -   0.99974943  x   0.99971718  =   0.99946668
 ER0319
 ER0319|---------------------------------------------------------------------|
 ER0319| PID    Reference Object                     Distance      Geod. Az  |
 ER0319|                                                           dddmmss.s |
 ER0319| ER0320 LITHODENDRON RM 1                     7.734 METERS 09120     |
 ER0319| ER0318 LITHODENDRON RM 2                     8.136 METERS 24333     |
 ER0319| ER0317 LITHODENDRON AZ MK                                 2624326.8 |
 ER0319|---------------------------------------------------------------------|
 ER0319
 ER0319                          SUPERSEDED SURVEY CONTROL
 ER0319
 ER0319  NAD 83(1986)-  34 59 40.51402(N)    109 55 53.54099(W) AD(       ) 2
 ER0319  NAD 27      -  34 59 40.42540(N)    109 55 51.11790(W) AD(       ) 2
 ER0319  NGVD 29 (??/??/92) 1619.860  (m)         5314.49   (f) ADJ UNCH    1 2
 ER0319
 ER0319.Superseded values are not recommended for survey control.
 ER0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0319.See file dsdata.txt to determine how the superseded data were derived.
 ER0319
 ER0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9750772964(NAD 83)
 ER0319_MARKER: DS = TRIANGULATION STATION DISK
 ER0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0319_SP_SET: MONUMENT
 ER0319_STAMPING: LITHODENDRON 1959
 ER0319_MARK LOGO: CGS   
 ER0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0319
 ER0319  HISTORY     - Date     Condition        Report By
 ER0319  HISTORY     - 1959     MONUMENTED       CGS
 ER0319  HISTORY     - 1959     GOOD             CGS
 ER0319  HISTORY     - 1983     GOOD             NGS
 ER0319
 ER0319                          STATION DESCRIPTION
 ER0319
 ER0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0319'THE STATION IS ON THE SOUTH SIDE OF U.S. HIGHWAY 66, AT THE
 ER0319'TOP OF A DEEP HIGHWAY CUT, AND WITHIN THE HIGHWAY RIGHT-OF-WAY.
 ER0319'IT IS ABOUT 15 MILES NORTHEAST OF HOLBROOK, AND 5 MILES WEST
 ER0319'OF THE NAVAJO-APACHE COUNTY LINE.
 ER0319'
 ER0319'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO
 ER0319'NORTH AND EAST ON U.S. HIGHWAY 66 FOR 14.4 MILES TO A BRIDGE,
 ER0319'THEN 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH, OF
 ER0319'THE HIGHWAY.  FROM THIS POINT, CONTINUE EAST ON THE HIGHWAY
 ER0319'0.4 MILE TO THE STATION ON THE RIGHT, SOUTH, OF THE HIGHWAY.
 ER0319'
 ER0319'THE STATION IS A STANDARD DISK STAMPED LITHODENDRON 1959, SET
 ER0319'IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 ER0319'IT IS 8.9 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 8.2 FEET NORTH
 ER0319'OF A WITNESS POST.
 ER0319'
 ER0319'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LITHODENDRON NO 1
 ER0319'1959, SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ER0319'4 INCHES, AND IS 26.9 FEET EAST OF THE WITNESS POST.
 ER0319'
 ER0319'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LITHODENDRON NO
 ER0319'2 1959, SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 ER0319'PROJECTS 4 INCHES, AND IS 24.9 FEET WEST OF THE WITNESS POST.
 ER0319'
 ER0319'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LITHODENDRON 1959,
 ER0319'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SOUTH HEAD WALL
 ER0319'OF A CONCRETE CULVERT UNDER THE WEST BOUND TRAFFIC LANE.
 ER0319
 ER0319                          STATION RECOVERY (1959)
 ER0319
 ER0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ER0319'15.0 MI NE FROM HOLBROOK.
 ER0319'15.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN
 ER0319'HOLBROOK, 1.0 MILE EAST OF THE BRIDGE OVER THE LITTLE CARRIZO WASH, ON
 ER0319'THE SOUTH SIDE OF THE HIGHWAY, 8.9 FEET NORTH OF THE RIGHT-OF-WAY
 ER0319'FENCE, 8.2 FEET NORTH OF A WITNESS POST, SET IN 12 INCH SQUARE
 ER0319'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 ER0319
 ER0319                          STATION RECOVERY (1983)
 ER0319
 ER0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0319'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.0 KM (14.9
 ER0319'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0319'NAVAJO BOULEVARD IN HOLBROOK, 0.3 KM (0.2 MI) WEST OF MILEPOST 302,
 ER0319'25.7 METERS (84.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 ER0319'OF THE HIGHWAY AND 2.4 METERS (7.9 FT) NORTH OF A FENCE.
 ER0319'THE MARK IS 2.4 METERS  N FROM A WITNESS POST.
 ER0319'THE MARK IS 7.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0317 ***********************************************************************
 ER0317  DESIGNATION -  LITHODENDRON AZ MK
 ER0317  PID         -  ER0317
 ER0317  STATE/COUNTY-  AZ/NAVAJO
 ER0317  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0317
 ER0317                         *CURRENT SURVEY CONTROL
 ER0317  ___________________________________________________________________
 ER0317* NAD 83(1986)-  34 59 36.     (N)    109 56 24.     (W)     SCALED    
 ER0317* NAVD 88     -      1604.213  (meters)    5263.16   (feet)  ADJUSTED  
 ER0317  ___________________________________________________________________
 ER0317  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ER0317  DYNAMIC HT  -        1601.996 (meters)    5255.88  (feet)  COMP
 ER0317  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 ER0317
 ER0317  VERT ORDER  -  FIRST     CLASS II
 ER0317
 ER0317.The horizontal coordinates were scaled from a topographic map and have
 ER0317.an estimated accuracy of +/- 6 seconds.
 ER0317
 ER0317.The orthometric height was determined by differential leveling
 ER0317.and adjusted in June 1991.
 ER0317.WARNING-Repeat measurements at this control monument indicate possible
 ER0317.vertical movement.
 ER0317
 ER0317.The geoid height was determined by GEOID03.
 ER0317
 ER0317.The dynamic height is computed by dividing the NAVD 88
 ER0317.geopotential number by the normal gravity value computed on the
 ER0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0317.degrees latitude (g = 980.6199 gals.).
 ER0317
 ER0317.The modeled gravity was interpolated from observed gravity values.
 ER0317
 ER0317;                    North         East    Units  Estimated Accuracy
 ER0317;SPC AZ E     -   442,860.      234,050.      MT  (+/- 180 meters Scaled)
 ER0317
 ER0317                          SUPERSEDED SURVEY CONTROL
 ER0317
 ER0317  NGVD 29 (??/??/92) 1603.358  (m)         5260.35   (f) ADJ UNCH    1 2
 ER0317
 ER0317.Superseded values are not recommended for survey control.
 ER0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0317.See file dsdata.txt to determine how the superseded data were derived.
 ER0317
 ER0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD967728(NAD 83)
 ER0317_MARKER: DZ = AZIMUTH MARK DISK
 ER0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0317_SP_SET: CULVERT
 ER0317_STAMPING: LITHODENDRON 1959
 ER0317_MARK LOGO: CGS   
 ER0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0317
 ER0317  HISTORY     - Date     Condition        Report By
 ER0317  HISTORY     - 1959     MONUMENTED       CGS
 ER0317  HISTORY     - 1983     GOOD             NGS
 ER0317
 ER0317                          STATION DESCRIPTION
 ER0317
 ER0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ER0317'15.0 MI NE FROM HOLBROOK.
 ER0317'15.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0317'AT HOLBROOK, 0.6 MILE EAST OF THE LITTLE CARRIZO WASH, CEMENTED IN A
 ER0317'DRILL HOLE IN THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 ER0317'UNDER THE WEST BOUND TRAFFIC LANE.
 ER0317
 ER0317                          STATION RECOVERY (1983)
 ER0317
 ER0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0317'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  23.3 KM (14.45
 ER0317'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0317'NAVAJO BOULEVARD IN HOLBROOK, 0.6 KM (0.35 MI) EAST OF MILEPOST 301,
 ER0317'IN THE CENTER OF THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER THE
 ER0317'WEST BOUND LANES OF THE HIGHWAY AND 10.5 METERS (34.4 FT) SOUTH OF THE
 ER0317'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 ER0317'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0320 ***********************************************************************
 ER0320  DESIGNATION -  LITHODENDRON RM 1
 ER0320  PID         -  ER0320
 ER0320  STATE/COUNTY-  AZ/NAVAJO
 ER0320  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0320
 ER0320                         *CURRENT SURVEY CONTROL
 ER0320  ___________________________________________________________________
 ER0320* NAD 83(1986)-  34 59 40.     (N)    109 55 53.     (W)     SCALED    
 ER0320* NAVD 88     -      1620.417  (meters)    5316.32   (feet)  ADJUSTED  
 ER0320  ___________________________________________________________________
 ER0320  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ER0320  DYNAMIC HT  -        1618.176 (meters)    5308.97  (feet)  COMP
 ER0320  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 ER0320
 ER0320  VERT ORDER  -  SECOND    CLASS 0
 ER0320
 ER0320.The horizontal coordinates were scaled from a topographic map and have
 ER0320.an estimated accuracy of +/- 6 seconds.
 ER0320
 ER0320.The orthometric height was determined by differential leveling
 ER0320.and adjusted in June 1991.
 ER0320
 ER0320.The geoid height was determined by GEOID03.
 ER0320
 ER0320.The dynamic height is computed by dividing the NAVD 88
 ER0320.geopotential number by the normal gravity value computed on the
 ER0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0320.degrees latitude (g = 980.6199 gals.).
 ER0320
 ER0320.The modeled gravity was interpolated from observed gravity values.
 ER0320
 ER0320;                    North         East    Units  Estimated Accuracy
 ER0320;SPC AZ E     -   442,980.      234,840.      MT  (+/- 180 meters Scaled)
 ER0320
 ER0320                          SUPERSEDED SURVEY CONTROL
 ER0320
 ER0320  NGVD 29 (??/??/92) 1619.536  (m)         5313.43   (f) ADJ UNCH    2 0
 ER0320
 ER0320.Superseded values are not recommended for survey control.
 ER0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0320.See file dsdata.txt to determine how the superseded data were derived.
 ER0320
 ER0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD975729(NAD 83)
 ER0320_MARKER: DR = REFERENCE MARK DISK
 ER0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0320_SP_SET: MONUMENT
 ER0320_STAMPING: LITHODENDRON NO 1 1959
 ER0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0320
 ER0320  HISTORY     - Date     Condition        Report By
 ER0320  HISTORY     - 1959     MONUMENTED       CGS
 ER0320  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0320
 ER0320                          STATION DESCRIPTION
 ER0320
 ER0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ER0320'15.0 MI NE FROM HOLBROOK.
 ER0320'15.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN
 ER0320'HOLBROOK, 1.0 MILE EAST OF THE BRIDGE OVER THE LITTLE CARRIZO WASH, ON
 ER0320'THE SOUTH SIDE OF THE HIGHWAY, 26.9 FEET EAST OF A WITNESS POST, SET
 ER0320'IN 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 ER0320
 ER0320                          STATION RECOVERY (1983)
 ER0320
 ER0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0318 ***********************************************************************
 ER0318  DESIGNATION -  LITHODENDRON RM 2
 ER0318  PID         -  ER0318
 ER0318  STATE/COUNTY-  AZ/NAVAJO
 ER0318  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0318
 ER0318                         *CURRENT SURVEY CONTROL
 ER0318  ___________________________________________________________________
 ER0318* NAD 83(1986)-  34 59 40.     (N)    109 55 53.     (W)     SCALED    
 ER0318* NAVD 88     -      1620.483  (meters)    5316.53   (feet)  ADJUSTED  
 ER0318  ___________________________________________________________________
 ER0318  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ER0318  DYNAMIC HT  -        1618.242 (meters)    5309.18  (feet)  COMP
 ER0318  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 ER0318
 ER0318  VERT ORDER  -  SECOND    CLASS 0
 ER0318
 ER0318.The horizontal coordinates were scaled from a topographic map and have
 ER0318.an estimated accuracy of +/- 6 seconds.
 ER0318
 ER0318.The orthometric height was determined by differential leveling
 ER0318.and adjusted in June 1991.
 ER0318
 ER0318.The geoid height was determined by GEOID03.
 ER0318
 ER0318.The dynamic height is computed by dividing the NAVD 88
 ER0318.geopotential number by the normal gravity value computed on the
 ER0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0318.degrees latitude (g = 980.6199 gals.).
 ER0318
 ER0318.The modeled gravity was interpolated from observed gravity values.
 ER0318
 ER0318;                    North         East    Units  Estimated Accuracy
 ER0318;SPC AZ E     -   442,980.      234,840.      MT  (+/- 180 meters Scaled)
 ER0318
 ER0318                          SUPERSEDED SURVEY CONTROL
 ER0318
 ER0318  NGVD 29 (??/??/92) 1619.602  (m)         5313.64   (f) ADJ UNCH    2 0
 ER0318
 ER0318.Superseded values are not recommended for survey control.
 ER0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0318.See file dsdata.txt to determine how the superseded data were derived.
 ER0318
 ER0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD975729(NAD 83)
 ER0318_MARKER: DR = REFERENCE MARK DISK
 ER0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0318_SP_SET: MONUMENT
 ER0318_STAMPING: LITHODENDRON NO 2 1959
 ER0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0318
 ER0318  HISTORY     - Date     Condition        Report By
 ER0318  HISTORY     - 1959     MONUMENTED       CGS
 ER0318  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0318
 ER0318                          STATION DESCRIPTION
 ER0318
 ER0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ER0318'15.0 MI NE FROM HOLBROOK.
 ER0318'15.4 MILES NORTHEAST ALONG U.S HIGHWAY 66 FROM THE POST OFFICE IN
 ER0318'HOLBROOK, 1.0 MILE EAST OF THE BRIDGE OVER THE LITTLE CARRIZO WASH, ON
 ER0318'THE SOUTH SIDE OF THE HIGHWAY, 24.9 FEET WEST OF A WITNESS POST, SET
 ER0318'IN 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 ER0318
 ER0318                          STATION RECOVERY (1983)
 ER0318
 ER0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0854 ***********************************************************************
 CZ0854  DESIGNATION -  LITO
 CZ0854  PID         -  CZ0854
 CZ0854  STATE/COUNTY-  AZ/PIMA
 CZ0854  USGS QUAD   -  MARANA (1992)
 CZ0854
 CZ0854                         *CURRENT SURVEY CONTROL
 CZ0854  ___________________________________________________________________
 CZ0854* NAD 83(1992)-  32 24 54.91155(N)    111 09 02.40819(W)     ADJUSTED  
 CZ0854* NAVD 88     -       627.214  (meters)    2057.78   (feet)  ADJUSTED  
 CZ0854  ___________________________________________________________________
 CZ0854  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 CZ0854  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0854  DYNAMIC HT  -         626.386 (meters)    2055.07  (feet)  COMP
 CZ0854  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 CZ0854
 CZ0854  HORZ ORDER  -  SECOND
 CZ0854  VERT ORDER  -  FIRST     CLASS II
 CZ0854
 CZ0854.The horizontal coordinates were established by classical geodetic methods
 CZ0854.and adjusted by the National Geodetic Survey in August 1993.
 CZ0854
 CZ0854.The orthometric height was determined by differential leveling
 CZ0854.and adjusted in June 1991.
 CZ0854
 CZ0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0854
 CZ0854.The geoid height was determined by GEOID03.
 CZ0854
 CZ0854.The dynamic height is computed by dividing the NAVD 88
 CZ0854.geopotential number by the normal gravity value computed on the
 CZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0854.degrees latitude (g = 980.6199 gals.).
 CZ0854
 CZ0854.The modeled gravity was interpolated from observed gravity values.
 CZ0854
 CZ0854;                    North         East     Units Scale Factor Converg.
 CZ0854;SPC AZ C     -   157,168.209   285,407.129   MT  0.99996399   +0 24 38.3
 CZ0854;SPC AZ C     -   515,643.73    936,375.10   iFT  0.99996399   +0 24 38.3
 CZ0854;UTM  12      - 3,586,474.875   485,833.020   MT  0.99960247   -0 04 50.8
 CZ0854
 CZ0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0854!SPC AZ C     -   0.99990614  x   0.99996399  =   0.99987013
 CZ0854!UTM  12      -   0.99990614  x   0.99960247  =   0.99950865
 CZ0854
 CZ0854|---------------------------------------------------------------------|
 CZ0854| PID    Reference Object                     Distance      Geod. Az  |
 CZ0854|                                                           dddmmss.s |
 CZ0854| CZ0853 LITO RM 1                            28.490 METERS 05939     |
 CZ0854| CZ0515 K 291                                63.770 METERS 10908     |
 CZ0854| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 0.6 KM 1602027.1 |
 CZ0854| CZ0513 J 291                                              3133303.1 |
 CZ0854|---------------------------------------------------------------------|
 CZ0854
 CZ0854                          SUPERSEDED SURVEY CONTROL
 CZ0854
 CZ0854  NAD 83(1986)-  32 24 54.90889(N)    111 09 02.40615(W) AD(       ) 2
 CZ0854  NAD 27      -  32 24 54.64930(N)    111 09 00.04690(W) AD(       ) 2
 CZ0854  NGVD 29 (??/??/92)  626.591  (m)         2055.74   (f) ADJ UNCH    1 2
 CZ0854
 CZ0854.Superseded values are not recommended for survey control.
 CZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0854.See file dsdata.txt to determine how the superseded data were derived.
 CZ0854
 CZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8583386475(NAD 83)
 CZ0854_MARKER: DS = TRIANGULATION STATION DISK
 CZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0854_STAMPING: LITO 1960
 CZ0854_PROJECTION: FLUSH
 CZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0854+STABILITY: SURFACE MOTION
 CZ0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0854+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0854
 CZ0854  HISTORY     - Date     Condition        Report By
 CZ0854  HISTORY     - 1960     MONUMENTED       CGS
 CZ0854  HISTORY     - 1962     GOOD             NGS
 CZ0854  HISTORY     - 1980     GOOD             NGS
 CZ0854  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 CZ0854  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0854
 CZ0854                          STATION DESCRIPTION
 CZ0854
 CZ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0854'THE STATION IS 5-1/2 MILES NORTHWEST OF CORTARO AT THE VILLAGE
 CZ0854'OF RILLITO, IN THE MEDIAN BETWEEN THE TWO TRAFFIC LANES OF
 CZ0854'STATE HIGHWAY 84.
 CZ0854'
 CZ0854'TO REACH THE STATION FROM THE POST OFFICE AT CORTARO GO NORTHWEST
 CZ0854'ON STATE HIGHWAY 84 FOR 5.5 MILES TO THE STATION ON THE LEFT.
 CZ0854'
 CZ0854'TO REACH BENCH MARK J 291 1951 FROM THE STATION GO NORTHWEST
 CZ0854'ON STATE HIGHWAY 84 FOR 0.6 MILE TO THE BENCH MARK ON THE RIGHT.
 CZ0854'
 CZ0854'THE STATION MARK, STAMPED LITO 1960, IS A STANDARD DISK SET
 CZ0854'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 CZ0854'AND SET FLUSH WITH THE GROUND.  IT IS 84 FEET NORTHEAST OF THE
 CZ0854'CENTER OF THE SOUTH BOUND TRAFFIC LANE OF STATE HIGHWAY 84,
 CZ0854'41 FEET NORTH OF THE CENTER OF A GRAVELED ROAD JOINING THE
 CZ0854'TWO TRAFFIC LANES, 33 FEET SOUTHWEST OF THE CENTER OF THE
 CZ0854'NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 84 AND 2.2 FEET
 CZ0854'WEST OF A WITNESS POST.
 CZ0854'
 CZ0854'REFERENCE MARK NO. 1, STAMPED LITO NO 1 1960, IS A STANDARD
 CZ0854'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0854'PROJECTS 4 INCHES.  IT IS 56 FEET NORTHEAST OF THE CENTER
 CZ0854'OF THE NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 84 AND 5
 CZ0854'FEET NORTHWEST OF A TELEPHONE POLE.
 CZ0854'
 CZ0854'THE BENCH MARK, STAMPED K 291 1951, IS A U.S. COAST AND GEODETIC
 CZ0854'SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A CONCRETE
 CZ0854'FOOTING OF A BLACK WATER TANK.  IT IS 43 FEET NORTHEAST OF
 CZ0854'THE CENTER OF THE NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY
 CZ0854'84.
 CZ0854'
 CZ0854'THE BENCH MARK, STAMPED J 291 1951, IS A U.S. COAST AND GEODETIC
 CZ0854'SURVEY BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST
 CZ0854'12 INCHES IN DIAMETER THAT PROJECTS 4 INCHES.  IT IS ON THE
 CZ0854'RAILROAD RIGHT-OF-WAY, 78 FEET NORTHEAST OF THE CENTER OF THE
 CZ0854'NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 84, 32 FEET WEST
 CZ0854'OF THE WEST RAIL OF THE RAILROAD TRACKS, 2 FEET NORTHWEST
 CZ0854'OF A WHITE WITNESS POST AND 2 FEET EAST OF A POWER LINE POLE.
 CZ0854
 CZ0854                          STATION RECOVERY (1962)
 CZ0854
 CZ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0854'IN RILLITO.
 CZ0854'5.5 MILES NORTHWEST OF STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0854'CORTARO, 84 FEET NORTHEAST OF THE CENTERLINE OF SOUTHBOUND TRAFFIC
 CZ0854'LANE, 41 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 33 FEET SOUTHWEST OF
 CZ0854'CENTERLINE OF NORTHBOUND TRAFFIC LANE, 2.2 FEET WEST OF WITNESS POST,
 CZ0854'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CZ0854
 CZ0854                          STATION RECOVERY (1980)
 CZ0854
 CZ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0854'27.7 KILOMETERS (17.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0854'RAILROAD FROM THE STATION AT TUCSON, 0.6 KILOMETER (0.4 MILE)
 CZ0854'SOUTHEAST OF INTERSTATE HIGHWAY 10 MILE POST 241, 27.6 METERS
 CZ0854'(90 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 CZ0854'INTERSTATE 10, 63.8 METERS (209 FEET) NORTHWEST OF AND ACROSS A
 CZ0854'FRONTAGE ROAD FROM BENCH MARK K 291, 10.0 METERS (32.8 FEET)
 CZ0854'SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U. S. HIGHWAY
 CZ0854'84) AND 0.1 METER (0.3 FOOT) SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 CZ0854'FENCE FOR INTERSTATE 10.
 CZ0854'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 CZ0854'THE MARK IS 1 M BELOW THE ROAD.
 CZ0854
 CZ0854                          STATION RECOVERY (1996)
 CZ0854
 CZ0854'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0854'MARK NOT FOUND.
 CZ0854
 CZ0854                          STATION RECOVERY (2006)
 CZ0854
 CZ0854'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0853 ***********************************************************************
 CZ0853  DESIGNATION -  LITO RM 1
 CZ0853  PID         -  CZ0853
 CZ0853  STATE/COUNTY-  AZ/PIMA
 CZ0853  USGS QUAD   -  MARANA (1992)
 CZ0853
 CZ0853                         *CURRENT SURVEY CONTROL
 CZ0853  ___________________________________________________________________
 CZ0853* NAD 83(1986)-  32 24 54.     (N)    111 09 02.     (W)     SCALED    
 CZ0853* NAVD 88     -       627.11   (+/-2cm)    2057.4    (feet)  VERTCON   
 CZ0853  ___________________________________________________________________
 CZ0853  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0853
 CZ0853.The horizontal coordinates were scaled from a topographic map and have
 CZ0853.an estimated accuracy of +/- 6 seconds.
 CZ0853
 CZ0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0853.The vertical order pertains to the NGVD 29 superseded value.
 CZ0853
 CZ0853.The geoid height was determined by GEOID03.
 CZ0853
 CZ0853;                    North         East    Units  Estimated Accuracy
 CZ0853;SPC AZ C     -   157,140.      285,420.      MT  (+/- 180 meters Scaled)
 CZ0853
 CZ0853                          SUPERSEDED SURVEY CONTROL
 CZ0853
 CZ0853  NGVD 29 (??/??/92)  626.486  (m)         2055.40   (f) ADJ UNCH    2 0
 CZ0853
 CZ0853.Superseded values are not recommended for survey control.
 CZ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0853.See file dsdata.txt to determine how the superseded data were derived.
 CZ0853
 CZ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA858864(NAD 83)
 CZ0853_MARKER: DR = REFERENCE MARK DISK
 CZ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0853_STAMPING: LITO NO 1 1960
 CZ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0853+STABILITY: SURFACE MOTION
 CZ0853
 CZ0853  HISTORY     - Date     Condition        Report By
 CZ0853  HISTORY     - 1960     MONUMENTED       CGS
 CZ0853  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0853  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0853
 CZ0853                          STATION DESCRIPTION
 CZ0853
 CZ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0853'5.5 MI NW FROM CORTARO.
 CZ0853'5.5 MILES NORTHWEST ON STATE HIGHWAY 84 FROM POST OFFICE AT CORTARO,
 CZ0853'56 FEET NORTHEAST OF THE CENTER LINE OF NORTHBOUND TRAFFIC LANE, 5
 CZ0853'FEET NORTHWEST OF TELEPHONE POLE, SET IN THE TOP OF A 12-INCH SQUARE
 CZ0853'CONCRETE POST PROJECTING 4 INCHES.
 CZ0853
 CZ0853                          STATION RECOVERY (1980)
 CZ0853
 CZ0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0853'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 CZ0853
 CZ0853                          STATION RECOVERY (2006)
 CZ0853
 CZ0853'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0853'ALL POLES IN THE AREA WERE CHECKED, NO MARK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0098 ***********************************************************************
 GR0098  DESIGNATION -  LITTLE
 GR0098  PID         -  GR0098
 GR0098  STATE/COUNTY-  AZ/MOHAVE
 GR0098  USGS QUAD   -  MESQUITE (1985)
 GR0098
 GR0098                         *CURRENT SURVEY CONTROL
 GR0098  ___________________________________________________________________
 GR0098* NAD 83(1992)-  36 49 48.93139(N)    114 00 39.60842(W)     ADJUSTED  
 GR0098* NAVD 88     -       584.702  (meters)    1918.31   (feet)  POSTED    
 GR0098  ___________________________________________________________________
 GR0098  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 GR0098  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 GR0098  DYNAMIC HT  -         584.110 (meters)    1916.37  (feet)  COMP
 GR0098  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 GR0098
 GR0098  HORZ ORDER  -  SECOND
 GR0098  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0098
 GR0098.The horizontal coordinates were established by classical geodetic methods
 GR0098.and adjusted by the National Geodetic Survey in August 1993.
 GR0098
 GR0098.The orthometric height was determined by differential leveling
 GR0098.and adjusted by the  in 1992.
 GR0098.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0098.was located on a no-check spur therefore a value was not computed.
 GR0098.No vertical observational check was made to the station.
 GR0098
 GR0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0098
 GR0098.The geoid height was determined by GEOID03.
 GR0098
 GR0098.The dynamic height is computed by dividing the NAVD 88
 GR0098.geopotential number by the normal gravity value computed on the
 GR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0098.degrees latitude (g = 980.6199 gals.).
 GR0098
 GR0098.The modeled gravity was interpolated from observed gravity values.
 GR0098
 GR0098;                    North         East     Units Scale Factor Converg.
 GR0098;SPC AZ W     -   646,688.109   190,077.735   MT  0.99994001   -0 09 23.2
 GR0098;SPC AZ W     - 2,121,680.15    623,614.62   iFT  0.99994001   -0 09 23.2
 GR0098;SPC NV E     - 8,231,946.144   340,257.272   MT  1.00014228   +0 56 33.7
 GR0098;SPC NV E     -27,007,643.31  1,116,327.40   sFT  1.00014228   +0 56 33.7
 GR0098;UTM  11      - 4,080,212.986   766,573.572   MT  1.00047554   +1 47 34.1
 GR0098;UTM  12      - 4,080,274.655   231,463.432   MT  1.00048848   -1 48 21.6
 GR0098
 GR0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0098!SPC AZ W     -   0.99991237  x   0.99994001  =   0.99985238
 GR0098!SPC NV E     -   0.99991237  x   1.00014228  =   1.00005464
 GR0098!UTM  11      -   0.99991237  x   1.00047554  =   1.00038787
 GR0098!UTM  12      -   0.99991237  x   1.00048848  =   1.00040080
 GR0098
 GR0098:                Primary Azimuth Mark                     Grid Az
 GR0098:SPC AZ W     -  ML 5                                     037 17 30.1
 GR0098:SPC NV E     -  ML 5                                     036 11 33.2
 GR0098:UTM  11      -  ML 5                                     035 20 32.8
 GR0098:UTM  12      -  ML 5                                     038 56 28.5
 GR0098
 GR0098|---------------------------------------------------------------------|
 GR0098| PID    Reference Object                     Distance      Geod. Az  |
 GR0098|                                                           dddmmss.s |
 GR0098| GQ0142 ML 5                                APPROX. 2.9 KM 0370806.9 |
 GR0098| GR0096 LITTLE RM 1                           9.184 METERS 05135     |
 GR0098| GR0097 LITTLE RM 2                           8.864 METERS 30529     |
 GR0098|---------------------------------------------------------------------|
 GR0098
 GR0098                          SUPERSEDED SURVEY CONTROL
 GR0098
 GR0098  NAD 83(1986)-  36 49 48.92774(N)    114 00 39.60650(W) AD(       ) 2
 GR0098  NAD 27      -  36 49 49.01530(N)    114 00 36.71890(W) AD(       ) 2
 GR0098  NGVD 29 (??/??/92)  583.967  (m)         1915.90   (f) ADJ UNCH    2 0
 GR0098
 GR0098.Superseded values are not recommended for survey control.
 GR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0098.See file dsdata.txt to determine how the superseded data were derived.
 GR0098
 GR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6657480213(NAD 83)
 GR0098_MARKER: DS = TRIANGULATION STATION DISK
 GR0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0098_STAMPING: LITTLE 1960
 GR0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0098+STABILITY: SURFACE MOTION
 GR0098
 GR0098  HISTORY     - Date     Condition        Report By
 GR0098  HISTORY     - 1960     MONUMENTED       CGS
 GR0098  HISTORY     - 1960     GOOD             CGS
 GR0098  HISTORY     - 1982     GOOD             NGS
 GR0098
 GR0098                          STATION DESCRIPTION
 GR0098
 GR0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GR0098'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF MESQUITE,
 GR0098'NEVADA, 6 MILES SOUTHWEST OF LITTLEFIELD, ARIZONA, AND ABOUT
 GR0098'0.1 MILE NORTH OF U.S. HIGHWAY 91.
 GR0098'
 GR0098'TO REACH FROM THE POST OFFICE IN MESQUITE, GO NORTHEAST ON
 GR0098'U.S. HIGHWAY 91 FOR 3.3 MILES TO BENCH MARK E 55 ON THE RIGHT,
 GR0098'WHICH WAS USED AS AN AZIMUTH MARK.  CONTINUE NORTHEAST ON
 GR0098'THE HIGHWAY FOR 0.6 MILE TO A TRACK ROAD ON THE LEFT, TURN
 GR0098'LEFT AND GO NORTHWEST ON THE TRACK ROAD FOR 0.15 MILE TO THE
 GR0098'STATION ON THE LEFT.
 GR0098'
 GR0098'THE STATION MARK IS A STANDARD DISK STAMPED LITTLE 1960,
 GR0098'CEMENTED IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 GR0098'2 INCHES.  IT IS 20 FEET NORTHEAST OF A HIGH BANK AND 14
 GR0098'FEET SOUTHWEST OF THE TRACK ROAD.
 GR0098'
 GR0098'R.M. 1 IS A STANDARD DISK STAMPED LITTLE NO 1 1960, SET IN
 GR0098'A CONCRETE CYLINDER THAT PROJECTS 3 INCHES.  IT IS 15 FEET
 GR0098'NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 GR0098'
 GR0098'R.M. 2 IS A STANDARD DISK STAMPED LITTLE NO 2 1960, SET IN
 GR0098'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 24
 GR0098'FEET SOUTHWEST OF THE TRACK ROAD AND 12 FEET NORTHEAST OF
 GR0098'A HIGH BANK.
 GR0098'
 GR0098'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED E 55
 GR0098'1934, SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 GR0098'IT IS 30 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 91
 GR0098'AND 3 FEET NORTHWEST OF A CONCRETE WITNESS POST.
 GR0098
 GR0098                          STATION RECOVERY (1960)
 GR0098
 GR0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GR0098'4.0 MI NE FROM MESQUITE, NV.
 GR0098'3.9 MILES NORTHEAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U.S.
 GR0098'HIGHWAY 91, THENCE 0.15 MILES NORTHWEST ON A TRACK ROAD TO THE MARK,
 GR0098'20 FEET NORTHEAST OF A HIGH BANK, 14 FEET SOUTHWEST OF THE CENTER OF
 GR0098'THE TRACK ROAD, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 GR0098'PROJECTS 2 INCHES.
 GR0098
 GR0098                          STATION RECOVERY (1982)
 GR0098
 GR0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0098'51.15 KM (3.2 MI) NORTHEAST ALONG I-15 FROM THE HWY. BRIDGE OVER
 GR0098'HILLSIDE ROAD AT MESQUITE, 0.55 KM (0.35 MI) NORTHEAST OF M.F. 2, AN
 GR0098'TOP OF THE HIGHEST POINT OF A LARGE HWY. CUT, 82.9 M (272.0 FT) SLOPE
 GR0098'MEASUREMENT NORTHWEST CENTERLINE SOUTH BOUND HWY. LANES, 14.6 M (48.0
 GR0098'FT) NORTHWEST OF THE TOP EDGE OF THE HWY. CUT, 9.2 M (30.0 FT)
 GR0098'SOUTHWEST OF RM 1, 8.9 M (29.0 FT) SOUTHEAST OF RM 2, 5.8 M (19.0 K)
 GR0098'NORTHEAST OF THE SOUTHWEST TOP EDGE OF THE BUTTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0800 ***********************************************************************
 DT0800  DESIGNATION -  LITTLE
 DT0800  PID         -  DT0800
 DT0800  STATE/COUNTY-  AZ/NAVAJO
 DT0800  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0800
 DT0800                         *CURRENT SURVEY CONTROL
 DT0800  ___________________________________________________________________
 DT0800* NAD 83(1992)-  33 58 41.88184(N)    109 57 52.20789(W)     ADJUSTED  
 DT0800* NAVD 88     -      2174.4    (meters)    7134.     (feet)  VERTCON   
 DT0800  ___________________________________________________________________
 DT0800  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DT0800  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 DT0800  HORZ ORDER  -  SECOND
 DT0800
 DT0800.The horizontal coordinates were established by classical geodetic methods
 DT0800.and adjusted by the National Geodetic Survey in August 1993.
 DT0800
 DT0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0800
 DT0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0800
 DT0800.The geoid height was determined by GEOID03.
 DT0800
 DT0800;                    North         East     Units Scale Factor Converg.
 DT0800;SPC AZ E     -   330,265.554   232,039.816   MT  0.99990430   +0 06 46.7
 DT0800;SPC AZ E     - 1,083,548.41    761,285.49   iFT  0.99990430   +0 06 46.7
 DT0800;UTM  12      - 3,760,233.086   595,652.257   MT  0.99971279   +0 34 43.5
 DT0800
 DT0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0800!SPC AZ E     -   0.99966250  x   0.99990430  =   0.99956683
 DT0800!UTM  12      -   0.99966250  x   0.99971279  =   0.99937539
 DT0800
 DT0800|---------------------------------------------------------------------|
 DT0800| PID    Reference Object                     Distance      Geod. Az  |
 DT0800|                                                           dddmmss.s |
 DT0800| CD3113 LITTLE RM 2                           4.767 METERS 02131     |
 DT0800| DT0454 POST                                APPROX. 4.3 KM 1275339.2 |
 DT0800| CD3112 LITTLE RM 1                           7.239 METERS 15407     |
 DT0800|---------------------------------------------------------------------|
 DT0800
 DT0800                          SUPERSEDED SURVEY CONTROL
 DT0800
 DT0800  NAD 83(1986)-  33 58 41.87932(N)    109 57 52.21165(W) AD(       ) 2
 DT0800  NAD 27      -  33 58 41.71360(N)    109 57 49.83730(W) AD(       ) 2
 DT0800  NGVD 29 (07/19/86) 2173.6    (m)         7131.     (f) VERT ANG    3  
 DT0800
 DT0800.Superseded values are not recommended for survey control.
 DT0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0800.See file dsdata.txt to determine how the superseded data were derived.
 DT0800
 DT0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9565260233(NAD 83)
 DT0800_MARKER: DS = TRIANGULATION STATION DISK
 DT0800_SETTING: 80 = SET IN A BOULDER
 DT0800_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0800
 DT0800  HISTORY     - Date     Condition        Report By
 DT0800  HISTORY     - 1958     MONUMENTED       CGS
 DT0800  HISTORY     - 1960     GOOD             USGS
 DT0800  HISTORY     - 1967     GOOD             AMS
 DT0800
 DT0800                          STATION DESCRIPTION
 DT0800
 DT0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0800'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF WHITERIVER
 DT0800'AND 9 MILES SOUTHWEST OF MC NARY, ON THE TOP OF A SMALL TIMBER
 DT0800'AND BRUSH COVERED PEAK, KNOWN LOCALLY AS, LITTLE ROUNDTOP.
 DT0800'THE MARK IS SET IN A BOULDER WHICH MEASURES ABOUT 16 INCHES
 DT0800'BY 8 INCHES AND PROJECTS 16 INCHES.  THE MARK IS STAMPED LITTLE
 DT0800'1958.
 DT0800'
 DT0800'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THEN THE STATION
 DT0800'AND IS SET IN A BOULDER WHICH MEASURES ABOUT 18 INCHES BY 18
 DT0800'INCHES AND PROJECTS 8 INCHES.  IT IS STAMPED LITTLE NO 1 1958.
 DT0800'
 DT0800'REFERENCE MARK NO. 2 IS LEVEL WITH THE STATION.  IT IS SET IN
 DT0800'A BOULDER WHICH MEASURES ABOUT 24 INCHES BY 12 INCHES AND
 DT0800'PROJECTS 15 INCHES.  THE MARK IS STAMPED LITTLE NO 2 1958.
 DT0800'
 DT0800'THE U.S. COAST AND GEODETIC SURVEY, TRIANGULATION STATION,
 DT0800'POST, MAY BE USED FOR THE AZIMUTH MARK.
 DT0800'
 DT0800'TO REACH THE STATION FROM THE POST OFFICE IN PINE TOP, GO
 DT0800'EASTERLY ON STATE HIGHWAY 173 FOR 4.05 MILES TO THE END OF STATE
 DT0800'HIGHWAY 173 AND THE JUNCTION WITH STATE HIGHWAY 73.  TURN
 DT0800'RIGHT ON HIGHWAY 73 AND GO SOUTHERLY FOR 10.4 MILES TO A SIDE
 DT0800'ROAD RIGHT, 0.1 MILE AFTER CROSSING A BRIDGE.  TURN RIGHT ON
 DT0800'THE SIDE ROAD AND FOLLOW IT FOR 3.5 MILES TO A DIM TRACK ROAD
 DT0800'RIGHT, NEAR THE CREST OF A HILL, IN A CURVE OF THE ROAD.  TURN
 DT0800'RIGHT ON THE TRACK ROAD AND FOLLOW IT ALONG A FENCE FOR 0.25
 DT0800'MILES TO THE END OF TRUCK TRAVEL.  PACK EAST-NORTHEASTERLY TO
 DT0800'THE SUMMIT OF THE PEAK AND THE STATION AS DESCRIBED.  IT IS A
 DT0800'1/2 HOUR PACK.
 DT0800
 DT0800                          STATION RECOVERY (1960)
 DT0800
 DT0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DT0800'RECOVERED IN GOOD CONDITION.
 DT0800
 DT0800                          STATION RECOVERY (1967)
 DT0800
 DT0800'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0800'STATION LITTLE (USC AND GS 1958) IS LOCATED 17 MILES (AIRLINE)
 DT0800'EAST OF CARRIZO AND 10 MILES (AIRLINE) NORTH OF WHITERIVER,
 DT0800'ARIZONA.
 DT0800'
 DT0800'TO REACH STATION FROM WHITERIVER POST OFFICE GO NORTH ON
 DT0800'STATE HWY 73 FOR 8.2 MILES TO A SIDE ROAD ON LEFT JUST BEFORE
 DT0800'A CONCRETE BRIDGE, TURN LEFT (W) PASS OVER CATTLE GUARD AND
 DT0800'CONTINUE FOR 3.6 MILES TO A CURVE LEFT (SW) AND DIRT ROAD
 DT0800'ON RIGHT TURN RIGHT (N) AND GO FOR 0.7 MILES TO END OF VEHICLE
 DT0800'TRAVEL.  PACK NORTHEASTERLY TO TOP OF HILL AND STATION SITE.
 DT0800'PACK TIME IS 15 MINUTES.  THE STATION IS THE HIGHEST POINT OF
 DT0800'A BRUSHY ROUNDTOP MOUNTAIN LOCALLY KNOWN AS LITTLE ROUNDTOP.
 DT0800'
 DT0800'THE STATION MARK IS A STANDARD BRONZE USC AND GS TRIANGULATION
 DT0800'STATION DISC CEMENTED IN ROCK PROJECTING 16 IN AND IS STAMPED
 DT0800'LITTLE 1958
 DT0800'
 DT0800'THE AZIMUTH MARK IS STATION POST (USC AND GS 1958) TO REACH
 DT0800'FROM HWY 73 AND SAID DIRT ROAD CONTINUE NORTH ACROSS BRIDGE
 DT0800'FOR 0.6 MILES TO END OF JEEP TRAVEL.  THE STATION IS LOCATED LEFT
 DT0800'OF CENTERLINE AND 25 FT (W) OF BARB WIRE FENCE.  IT IS CEMENTED
 DT0800'IN ROCK PROJECTING 4 IN AND IS STAMPED POST 1958.
 DT0800'
 DT0800'REFERENCE MARK NO. 1 IS MISSING, ALL THAT REMAINS IS THE DRILL
 DT0800'HOLE AND METAL INSERT ON WHICH THE DISC WAS ONCE FASTENED.  THE
 DT0800'INSERT IS CEMENTED IN ROCK PROJECTING 8 IN AND IS LOCATED 7.26
 DT0800'M FROM STATION AT A MAG AZ OF 143 DEG AND A D.E. OF - 4.50 FT.
 DT0800'
 DT0800'REFERENCE MARK NO. 2 IS A STANDARD BRONZE USC AND GS REFERENCE
 DT0800'MARK DISC CEMENTED IN ROCK WHICH PROJECTS 14 IN AND IS STAMPED
 DT0800'LITTLE NO. 2 1958 AND IS LOCATED 4.80M FROM STATION AT A MAG AZ.
 DT0800'OF 10 DEG AND A D.E. OF -0.16 FT.
 DT0800'
 DT0800'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION WITH THE
 DT0800'EXCEPTION OF R.M. 1 WHICH WAS MISSING.
 DT0800'
 DT0800'A CLEAR LINE OF SIGHT IS AVAILABLE IN ALL DIRECTIONS FROM
 DT0800'HEIGHT OF TRIPOD (1.02 M)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0865 ***********************************************************************
 ES0865  DESIGNATION -  LITTLE
 ES0865  PID         -  ES0865
 ES0865  STATE/COUNTY-  AZ/COCONINO
 ES0865  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0865
 ES0865                         *CURRENT SURVEY CONTROL
 ES0865  ___________________________________________________________________
 ES0865* NAD 83(1992)-  34 36 18.49288(N)    111 13 25.18484(W)     ADJUSTED  
 ES0865* NAVD 88     -      2108.49   (+/-2cm)    6917.6    (feet)  VERTCON   
 ES0865  ___________________________________________________________________
 ES0865  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ES0865  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0865  HORZ ORDER  -  SECOND
 ES0865  VERT ORDER  -  THIRD ? (See Below)
 ES0865
 ES0865.The horizontal coordinates were established by classical geodetic methods
 ES0865.and adjusted by the National Geodetic Survey in August 1993.
 ES0865
 ES0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0865.The vertical order pertains to the NGVD 29 superseded value.
 ES0865
 ES0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0865
 ES0865.The geoid height was determined by GEOID03.
 ES0865
 ES0865;                    North         East     Units Scale Factor Converg.
 ES0865;SPC AZ C     -   399,991.988   276,919.684   MT  0.99994978   +0 23 36.9
 ES0865;SPC AZ C     - 1,312,309.67    908,529.15   iFT  0.99994978   +0 23 36.9
 ES0865;UTM  12      - 3,829,278.405   479,492.854   MT  0.99960518   -0 07 37.3
 ES0865
 ES0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0865!SPC AZ C     -   0.99967282  x   0.99994978  =   0.99962262
 ES0865!UTM  12      -   0.99967282  x   0.99960518  =   0.99927813
 ES0865
 ES0865|---------------------------------------------------------------------|
 ES0865| PID    Reference Object                     Distance      Geod. Az  |
 ES0865|                                                           dddmmss.s |
 ES0865| ES0879 SPRING                              278.278 METERS 06831     |
 ES0865| ES0876 ROCK                                APPROX. 1.6 KM 2815224.9 |
 ES0865|---------------------------------------------------------------------|
 ES0865
 ES0865                          SUPERSEDED SURVEY CONTROL
 ES0865
 ES0865  NAD 83(1986)-  34 36 18.48477(N)    111 13 25.18885(W) AD(       ) 2
 ES0865  NGVD 29 (07/10/87) 2107.53   (m)         6914.5    (f) LEVELING    3  
 ES0865
 ES0865.Superseded values are not recommended for survey control.
 ES0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0865.See file dsdata.txt to determine how the superseded data were derived.
 ES0865
 ES0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7949329278(NAD 83)
 ES0865_MARKER: DS = TRIANGULATION STATION DISK
 ES0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0865+STABILITY: SURFACE MOTION
 ES0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0865+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2008
 ES0865
 ES0865  HISTORY     - Date     Condition        Report By
 ES0865  HISTORY     - 1981     MONUMENTED       AZDT
 ES0865  HISTORY     - 19980817 GOOD             USPSQD
 ES0865  HISTORY     - 20080724 GOOD             GEOCAC
 ES0865
 ES0865                          STATION DESCRIPTION
 ES0865
 ES0865'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0865'THE STATION IS LOCATED 20 MILES NORTHEAST OF PINE, 2 MILES SOUTHWEST
 ES0865'OF THE BLUE RIDGE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0865'
 ES0865'THE STATION MARK IS AN AZDT DISK STAMPED---LITTLE 1981---SET IN
 ES0865'TOP OF A 10 INCH CONCRETE MONUMENT 53 FEET SOUTH OF THE CENTERLINE OF
 ES0865'THE HIGHWAY AND 5 FEET SOUTH OF A CAIRN.
 ES0865'
 ES0865'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0865'
 ES0865'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTHEAST ON
 ES0865'STATE HIGHWAY 87 FOR 29.4 MILES TO THE STATION ON THE RIGHT ABOVE A 14
 ES0865'FOOT HIGHWAY CUT.  THE STATION IS 2.1 MILES SOUTHWEST OF THE BLUE
 ES0865'RIDGE RANGER STATION ALONG STATE ROUTE 87 AT MILEPOST 297.5.
 ES0865
 ES0865                          STATION RECOVERY (1998)
 ES0865
 ES0865'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0865'RECOVERED IN GOOD CONDITION.
 ES0865
 ES0865                          STATION RECOVERY (2008)
 ES0865
 ES0865'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0919 ***********************************************************************
 ES0919  DESIGNATION -  LITTLE
 ES0919  PID         -  ES0919
 ES0919  STATE/COUNTY-  AZ/NAVAJO
 ES0919  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0919
 ES0919                         *CURRENT SURVEY CONTROL
 ES0919  ___________________________________________________________________
 ES0919* NAD 83(1992)-  34 21 37.75247(N)    110 41 38.86310(W)     ADJUSTED  
 ES0919* NAVD 88     -      2173.6    (meters)    7131.     (feet)  VERTCON   
 ES0919  ___________________________________________________________________
 ES0919  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 ES0919  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0919  HORZ ORDER  -  SECOND
 ES0919
 ES0919.The horizontal coordinates were established by classical geodetic methods
 ES0919.and adjusted by the National Geodetic Survey in August 1993.
 ES0919
 ES0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0919
 ES0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0919
 ES0919.The geoid height was determined by GEOID03.
 ES0919
 ES0919;                    North         East     Units Scale Factor Converg.
 ES0919;SPC AZ E     -   372,763.130   164,841.949   MT  0.99992901   -0 17 51.7
 ES0919;SPC AZ E     - 1,222,976.15    540,820.04   iFT  0.99992901   -0 17 51.7
 ES0919;SPC AZ C     -   373,314.285   325,816.454   MT  1.00005584   +0 41 24.3
 ES0919;SPC AZ C     - 1,224,784.40  1,068,951.62   iFT  1.00005584   +0 41 24.3
 ES0919;UTM  12      - 3,802,169.587   528,126.727   MT  0.99960975   +0 10 21.5
 ES0919
 ES0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0919!SPC AZ E     -   0.99966265  x   0.99992901  =   0.99959169
 ES0919!SPC AZ C     -   0.99966265  x   1.00005584  =   0.99971848
 ES0919!UTM  12      -   0.99966265  x   0.99960975  =   0.99927254
 ES0919
 ES0919:                Primary Azimuth Mark                     Grid Az
 ES0919:SPC AZ E     -  FORK                                     200 52 41.2
 ES0919:SPC AZ C     -  FORK                                     199 53 25.2
 ES0919:UTM  12      -  FORK                                     200 24 28.0
 ES0919
 ES0919|---------------------------------------------------------------------|
 ES0919| PID    Reference Object                     Distance      Geod. Az  |
 ES0919|                                                           dddmmss.s |
 ES0919| ES0901 FORK                                APPROX. 0.6 KM 2003449.5 |
 ES0919|---------------------------------------------------------------------|
 ES0919
 ES0919                          SUPERSEDED SURVEY CONTROL
 ES0919
 ES0919  NAD 83(1986)-  34 21 37.74649(N)    110 41 38.86784(W) AD(       ) 2
 ES0919  NGVD 29 (08/03/87) 2172.6    (m)         7128.     (f) VERT ANG    3  
 ES0919
 ES0919.Superseded values are not recommended for survey control.
 ES0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0919.See file dsdata.txt to determine how the superseded data were derived.
 ES0919
 ES0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2812702170(NAD 83)
 ES0919_MARKER: DS = TRIANGULATION STATION DISK
 ES0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0919+STABILITY: SURFACE MOTION
 ES0919
 ES0919  HISTORY     - Date     Condition        Report By
 ES0919  HISTORY     - 1984     MONUMENTED       AZDT
 ES0919  HISTORY     - 19971011 GOOD             USPSQD
 ES0919
 ES0919                          STATION DESCRIPTION
 ES0919
 ES0919'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0919'THE STATION IS LOCATED 7 MILES SOUTHWEST OF HEBER ALONG THE NORTH SIDE
 ES0919'OF STATE ROUTE 260.
 ES0919'
 ES0919'THE STATION MARK IS AN AZDT DISK STAMPED---LITTLE 1984---.  IT IS SET
 ES0919'IN TOP OF A 10 INCH CONCRETE MONUMENT 44 FEET NORTHWEST OF THE CENTER
 ES0919'LINE OF THE HIGHWAY, 56 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE LINE
 ES0919'AND 4 FEET SOUTHEAST OF THE WITNESS POST.
 ES0919'
 ES0919'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0919'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 8.7 MILES TO
 ES0919'MILE POST 295.2 AND THE STATION ON THE RIGHT.
 ES0919
 ES0919                          STATION RECOVERY (1997)
 ES0919
 ES0919'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0907 ***********************************************************************
 FQ0907  DESIGNATION -  LITTLE
 FQ0907  PID         -  FQ0907
 FQ0907  STATE/COUNTY-  AZ/COCONINO
 FQ0907  USGS QUAD   -  GRAND FALLS NE (1969)
 FQ0907
 FQ0907                         *CURRENT SURVEY CONTROL
 FQ0907  ___________________________________________________________________
 FQ0907* NAD 83(1992)-  35 25 52.22778(N)    111 06 54.85597(W)     ADJUSTED  
 FQ0907* NAVD 88     -      1474.3    (meters)    4837.     (feet)  VERTCON   
 FQ0907  ___________________________________________________________________
 FQ0907  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FQ0907  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0907  HORZ ORDER  -  THIRD
 FQ0907
 FQ0907.The horizontal coordinates were established by classical geodetic methods
 FQ0907.and adjusted by the National Geodetic Survey in August 1993.
 FQ0907
 FQ0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0907
 FQ0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0907
 FQ0907.The geoid height was determined by GEOID03.
 FQ0907
 FQ0907;                    North         East     Units Scale Factor Converg.
 FQ0907;SPC AZ C     -   491,700.921   286,128.637   MT  0.99996523   +0 27 52.7
 FQ0907;SPC AZ C     - 1,613,192.00    938,742.25   iFT  0.99996523   +0 27 52.7
 FQ0907;UTM  12      - 3,920,866.467   489,539.820   MT  0.99960135   -0 04 00.5
 FQ0907
 FQ0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0907!SPC AZ C     -   0.99977243  x   0.99996523  =   0.99973767
 FQ0907!UTM  12      -   0.99977243  x   0.99960135  =   0.99937387
 FQ0907
 FQ0907|---------------------------------------------------------------------|
 FQ0907| PID    Reference Object                     Distance      Geod. Az  |
 FQ0907|                                                           dddmmss.s |
 FQ0907| CR9978 LITTLE RM 1                          10.491 METERS 04806     |
 FQ0907| FQ0608 MERRIAM                             APPROX.18.6 KM 2364221.1 |
 FQ0907| CR9979 LITTLE RM 2                          10.912 METERS 32838     |
 FQ0907|---------------------------------------------------------------------|
 FQ0907
 FQ0907                          SUPERSEDED SURVEY CONTROL
 FQ0907
 FQ0907  NAD 83(1986)-  35 25 52.22333(N)    111 06 54.85085(W) AD(       ) 3
 FQ0907  NGVD 29 (02/23/90) 1473.5    (m)         4834.     (f) VERT ANG    3  
 FQ0907
 FQ0907.Superseded values are not recommended for survey control.
 FQ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0907.See file dsdata.txt to determine how the superseded data were derived.
 FQ0907
 FQ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE8954020866(NAD 83)
 FQ0907_MARKER: DS = TRIANGULATION STATION DISK
 FQ0907_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0907
 FQ0907  HISTORY     - Date     Condition        Report By
 FQ0907  HISTORY     - 1955     MONUMENTED       USGS
 FQ0907  HISTORY     - 1969     GOOD             USGS
 FQ0907
 FQ0907                          STATION DESCRIPTION
 FQ0907
 FQ0907'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0907'LOCATED ABOUT 33.0 MI NW. OF WINSLOW, 2.0 MI N. OF LITTLE
 FQ0907'COLORADO RIVER.  ON EDGE OF SMALL MESA LOOKING S. OVER LITTLE
 FQ0907'COLORADO BASIN.
 FQ0907'
 FQ0907'STATION MARK--STANDARD TABLET STAMPED---LITTLE 1955---, IN CONCRETE
 FQ0907'POST PROJECTING 0.6 FT.
 FQ0907'
 FQ0907'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1955---, IN CONCRETE
 FQ0907'POST.
 FQ0907'
 FQ0907'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1955---, IN CONCRETE
 FQ0907'POST.
 FQ0907
 FQ0907                          STATION RECOVERY (1969)
 FQ0907
 FQ0907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0907'RECOVERED AS DESCRIBED BY USGS.  STATION MARK REPORTED
 FQ0907'STAMPED---LITTLE 1955 JPS---. RMS REPORTED TO BE
 FQ0907'LITTLE RM NO 1 1955 AND LITTLE RM NO 2 1955.
 FQ0907'
 FQ0907'TO REACH FROM WINSLOW POST OFFICE, DRIVE 9.4 MI W. ON U.S. HWY.
 FQ0907'66 TO HOPI HOUSE TRADING POST.  TURN RIGHT 17.0 MI N. TO SUNRISE
 FQ0907'TRADING POST.  CROSS LITTLE COLORADO RIVER 0.1 MI.  TAKE LEFT FORK
 FQ0907'(RIGHT FORK GOES TO DILKON) 1.7 MI TO STONE BUILDING ON WEST SIDE
 FQ0907'OF RD.  TURN LEFT PASSING ON SOUTH SIDE OF BUILDING 0.4 MI TO
 FQ0907'Y-RD. FORK.  TAKE LEFT FORK (RIGHT FORK GOES TO HOUSE) 0.4 MI TO
 FQ0907'Y-RD. FORK.  TAKE RIGHT FORK FOLLOWING MAIN-TRAVELED RD. WHICH
 FQ0907'CLOSELY PARALLELS LITTLE COLORADO RIVER 5.3 MI TO DRY RESERVOIR.
 FQ0907'CONTINUE NORTHERLY ON MAIN-TRAVELED RD. 2.7 MI TO Y-RD. FORK.
 FQ0907'TAKE LEFT FORK FOLLOWING TRACK RD. ACROSS DRY LAKE 2.3 MI TO DIM
 FQ0907'Y-RD. FORK.  TAKE RIGHT FORK 0.6 MI TO REVERSE Y-RD. FORK,
 FQ0907'CONTINUE STRAIGHT AHEAD 0.6 MI TO TOP OF MESA.  TURN SHARP LEFT
 FQ0907'0.2 MI TO HOGAN.  PASS TO LEFT OF HOGAN FOLLOWING DIM TRACKS ALONG
 FQ0907'WEST EDGE OF MESA 0.3 MI TO POINT ON RIM AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0822 ***********************************************************************
 DW0822  DESIGNATION -  LITTLE BUTTE
 DW0822  PID         -  DW0822
 DW0822  STATE/COUNTY-  AZ/LA PAZ
 DW0822  USGS QUAD   -  BOUSE (1990)
 DW0822
 DW0822                         *CURRENT SURVEY CONTROL
 DW0822  ___________________________________________________________________
 DW0822* NAD 83(1992)-  33 58 13.04054(N)    114 03 51.23502(W)     ADJUSTED  
 DW0822* NAVD 88     -       296.0    (meters)     971.     (feet)  VERTCON   
 DW0822  ___________________________________________________________________
 DW0822  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DW0822  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DW0822  HORZ ORDER  -  FIRST
 DW0822
 DW0822.The horizontal coordinates were established by classical geodetic methods
 DW0822.and adjusted by the National Geodetic Survey in August 1993.
 DW0822
 DW0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0822
 DW0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0822
 DW0822.The geoid height was determined by GEOID03.
 DW0822
 DW0822;                    North         East     Units Scale Factor Converg.
 DW0822;SPC AZ W     -   329,414.051   184,321.526   MT  0.99994372   -0 10 32.1
 DW0822;SPC AZ W     - 1,080,754.76    604,729.42   iFT  0.99994372   -0 10 32.1
 DW0822;UTM  11      - 3,762,746.739   771,251.093   MT  1.00050712   +1 38 29.0
 DW0822;UTM  12      - 3,763,094.444   216,875.258   MT  1.00058828   -1 42 47.9
 DW0822
 DW0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0822!SPC AZ W     -   0.99995841  x   0.99994372  =   0.99990213
 DW0822!UTM  11      -   0.99995841  x   1.00050712  =   1.00046551
 DW0822!UTM  12      -   0.99995841  x   1.00058828  =   1.00054667
 DW0822
 DW0822:                Primary Azimuth Mark                     Grid Az
 DW0822:SPC AZ W     -  H 99                                     094 36 06.1
 DW0822:UTM  11      -  H 99                                     092 47 05.0
 DW0822:UTM  12      -  H 99                                     096 08 21.9
 DW0822
 DW0822|---------------------------------------------------------------------|
 DW0822| PID    Reference Object                     Distance      Geod. Az  |
 DW0822|                                                           dddmmss.s |
 DW0822| DW0826 H 99                                               0942534.0 |
 DW0822| CF0982 LITTLE BUTTE RM 2                     5.495 METERS 09606     |
 DW0822| CF0981 LITTLE BUTTE RM 1                     4.703 METERS 35738     |
 DW0822|---------------------------------------------------------------------|
 DW0822
 DW0822                          SUPERSEDED SURVEY CONTROL
 DW0822
 DW0822  NAD 83(1986)-  33 58 13.03935(N)    114 03 51.24391(W) AD(       ) 1
 DW0822  NAD 27      -  33 58 12.95700(N)    114 03 48.45000(W) AD(       ) 1
 DW0822  NGVD 29 (07/19/86)  295.4    (m)          969.     (f) VERT ANG    3  
 DW0822
 DW0822.Superseded values are not recommended for survey control.
 DW0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0822.See file dsdata.txt to determine how the superseded data were derived.
 DW0822
 DW0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7125162747(NAD 83)
 DW0822_MARKER: DS = TRIANGULATION STATION DISK
 DW0822_SETTING: 66 = SET IN ROCK OUTCROP
 DW0822_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DW0822
 DW0822  HISTORY     - Date     Condition        Report By
 DW0822  HISTORY     - 1948     MONUMENTED       CGS
 DW0822  HISTORY     - 1955     GOOD             CGS
 DW0822  HISTORY     - 1957     GOOD             AMS
 DW0822  HISTORY     - 1961     GOOD             AMS
 DW0822  HISTORY     - 1971     GOOD             NGS
 DW0822  HISTORY     - 1972     GOOD             AZHD
 DW0822
 DW0822                          STATION DESCRIPTION
 DW0822
 DW0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DW0822'THE STATION IS LOCATED ABOUT 4.5 MILES AIRLINE NORTHWEST
 DW0822'OF BOUSE AND ABOUT 0.1 MILE WEST OF THE LITTLE BUTTE MINE
 DW0822'ON A SMALL, ROCKY BUTTE.  THE STATION MARK PROJECTS 14 INCHES,
 DW0822'IS SET ON THE HIGHEST POINT AND IS STAMPED, LITTLE BUTTE
 DW0822'1948.
 DW0822'
 DW0822'REFERENCE MARK NO. 1 IS SET FLUSH 8 FEET LOWER THAN THE
 DW0822'STATION MARK AND IS STAMPED, LITTLE BUTTE NO 1 1948.
 DW0822'
 DW0822'REFERENCE MARK NO. 2 IS SET FLUSH 1 FOOT LOWER THAN THE
 DW0822'STATION MARK AND IS STAMPED, LITTLE BUTTE NO 2 1948.
 DW0822'
 DW0822'A U.S.C. AND G.S. BENCH MARK WAS USED AS AN AZIMUTH MARK.
 DW0822'IT IS LOCATED 3.1 MILES NORTHWESTERLY FROM BOUSE, 100 FEET
 DW0822'NORTHEAST OF STATE HIGHWAY 72, 33 FEET SOUTHWEST OF THE
 DW0822'RAILROAD TRACKS 160 YARDS NORTHWEST OF MILEPOST 83.  THE
 DW0822'MARK IS SET IN AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS
 DW0822'8 INCHES.  IT IS STAMPED, H 99 1935.
 DW0822'
 DW0822'TO REACH THE STATION FROM BOUSE.  GO WEST ON STATE HIGHWAY
 DW0822'95, 0.8 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 3.8 MILES TO
 DW0822'A CROSSROAD, TURN LEFT, GO 0.4 MILE TO A FORK AT MINE.  TURN
 DW0822'RIGHT, GO 0.2 MILE, THEN LEAVE ROAD AND GO SOUTHERLY TO BASE
 DW0822'OF BUTTE JUST BELOW STATION.  A 100 YARD PACK.
 DW0822
 DW0822                          STATION RECOVERY (1955)
 DW0822
 DW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 DW0822'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 DW0822'CONDITION AS DESCRIBED.  THE DESCRIPTION IS COMPLETE AND
 DW0822'ADEQUATE.
 DW0822
 DW0822                          STATION RECOVERY (1957)
 DW0822
 DW0822'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DW0822'STATION RECOVERED AS DESCRIBED.  IT IS LOCATED ON THE HIGHEST
 DW0822'POINT OF A SMALL BUTTE W OF OLD MINE SHAFT, 454.0 FEET S
 DW0822'OF CENTERLINE OF DIM TRAIL.  108.0 FEET NE OF LONE BUSH.  603.0
 DW0822'FEET SE OF THE CENTER OF SMALL SHED SOUTH OF TRAIL.
 DW0822
 DW0822                          STATION RECOVERY (1961)
 DW0822
 DW0822'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DW0822'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DW0822
 DW0822                          STATION RECOVERY (1971)
 DW0822
 DW0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DW0822'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DW0822'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN THE 1948 DATA AND IN
 DW0822'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS COMPARE
 DW0822'FAVORABLY TO THE 1948 DATA WITH THE EXCEPTION OF REFERENCE MARK
 DW0822'2, THE DISTANCE WAS NOTED AND VERIFIED TO BE GREATER BY 0.014
 DW0822'METER AND THE DEGREE OF ANGLE IS GREATER BY 2 MIN AND 21 SEC
 DW0822'ON THIS DATE.  THERE IS NO INDICATION THAT THIS MARK IS
 DW0822'UNSTABLE.
 DW0822'
 DW0822'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DW0822'
 DW0822'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF BOUSE 1 MILE
 DW0822'SOUTHWEST OF STATE HIGHWAY 72, 0.1 MILE WEST OF THE LITTLE BUTTE
 DW0822'MINE (ABANDONED) AND ON THE HIGHEST POINT OF A SMALL ROCKY BUTTE.
 DW0822'
 DW0822'TO REACH FROM THE CROSSROADS IN THE SMALL VILLAGE OF BOUSE ON
 DW0822'STATE HIGHWAY 72 GO WESTERLY ON PLOMOSA ROAD, PASSING A SMALL
 DW0822'SCHOOLHOUSE ON THE RIGHT, FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN
 DW0822'RIGHT AND GO NORTHWEST ON THE MAIN GRAVEL ROAD FOR 3.8 MILES TO A
 DW0822'Y-FORK.  BEAR LEFT AND GO WESTERLY ON BLADED ROAD FOR 0.4 MILE TO
 DW0822'A FORK AND AN OLD SHED ON THE LEFT.  BEAR RIGHT AND GO WEST FOR
 DW0822'0.2 MILE TO THE NORTH BASE OF THE BUTTE AND END OF TRUCK TRAVEL.
 DW0822'PACK SOUTH UP STEEP ROCKY HILL FOR ABOUT 100 YARDS TO TOP OF
 DW0822'BUTTE AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 DW0822'CROSSROADS GO NORTHERLY ON STATE HIGHWAY 72 FOR 3.15 MILES TO
 DW0822'THE MARK ON THE RIGHT BETWEEN THE NORTHEAST RIGHT-OF-WAY FENCE
 DW0822'AND THE RAILROAD TRACKS.
 DW0822'
 DW0822'THE STATION MARK IS A STANDARD DISK STAMPED LITTLE BUTTE 1948,
 DW0822'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES.  IT
 DW0822'IS ON THE HIGHEST POINT OF THE BUTTE.
 DW0822'
 DW0822'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LITTLE BUTTE NO 1
 DW0822'1948, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 DW0822'8 FEET LOWER THAN THE STATION MARK.
 DW0822'
 DW0822'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LITTLE BUTTE NO 2
 DW0822'1948, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 DW0822'1 FOOT LOWER THAN THE STATION MARK.
 DW0822'
 DW0822'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED H 99 1948,
 DW0822'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DW0822'8 INCHES.  IT IS ABOUT 160 YARDS NORTHWEST OF RAILROAD MILEPOST 83,
 DW0822'110 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 37 FEET SOUTHWEST
 DW0822'OF THE RAILROAD TRACKS AND ABOUT 8 FEET LOWER THAN THE TRACKS.
 DW0822'
 DW0822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DW0822'4.5 MILES NORTHWEST OF BOUSE.
 DW0822
 DW0822                          STATION RECOVERY (1972)
 DW0822
 DW0822'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DW0822'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DW0822'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DW0822'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1941 ***********************************************************************
 DV1941  DESIGNATION -  LITTLE HORN
 DV1941  PID         -  DV1941
 DV1941  STATE/COUNTY-  AZ/YUMA
 DV1941  USGS QUAD   -  LITTLE HORN MTN SE (1990)
 DV1941
 DV1941                         *CURRENT SURVEY CONTROL
 DV1941  ___________________________________________________________________
 DV1941* NAD 83(1992)-  33 21 12.29433(N)    113 37 07.86365(W)     ADJUSTED  
 DV1941* NAVD 88     -       946.6    (meters)    3106.     (feet)  VERTCON   
 DV1941  ___________________________________________________________________
 DV1941  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DV1941  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DV1941  HORZ ORDER  -  SECOND
 DV1941
 DV1941.The horizontal coordinates were established by classical geodetic methods
 DV1941.and adjusted by the National Geodetic Survey in August 1993.
 DV1941
 DV1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1941
 DV1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1941
 DV1941.The geoid height was determined by GEOID03.
 DV1941
 DV1941;                    North         East     Units Scale Factor Converg.
 DV1941;SPC AZ W     -   260,960.424   225,566.388   MT  0.99993517   +0 04 19.6
 DV1941;SPC AZ W     -   856,169.37    740,047.20   iFT  0.99993517   +0 04 19.6
 DV1941;UTM  12      - 3,693,531.030   256,304.030   MT  1.00033225   -1 26 26.0
 DV1941
 DV1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1941!SPC AZ W     -   0.99985635  x   0.99993517  =   0.99979153
 DV1941!UTM  12      -   0.99985635  x   1.00033225  =   1.00018855
 DV1941
 DV1941|---------------------------------------------------------------------|
 DV1941| PID    Reference Object                     Distance      Geod. Az  |
 DV1941|                                                           dddmmss.s |
 DV1941| DV1940 LITTLE HORN CAIRN                     2.900 METERS 11607     |
 DV1941| CH2674 LITTLE HORN RM 1                      5.874 METERS 21823     |
 DV1941| CH2673 LITTLE HORN AZ MK                                  2314429.6 |
 DV1941| CH2675 LITTLE HORN RM 2                      4.978 METERS 31843     |
 DV1941|---------------------------------------------------------------------|
 DV1941
 DV1941                          SUPERSEDED SURVEY CONTROL
 DV1941
 DV1941  NAD 83(1986)-  33 21 12.28736(N)    113 37 07.87151(W) AD(       ) 2
 DV1941  NAD 27      -  33 21 12.15600(N)    113 37 05.14700(W) AD(       ) 2
 DV1941  NGVD 29 (07/19/86)  945.9    (m)         3103.     (f) VERT ANG    3  
 DV1941
 DV1941.Superseded values are not recommended for survey control.
 DV1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1941.See file dsdata.txt to determine how the superseded data were derived.
 DV1941
 DV1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5630493531(NAD 83)
 DV1941_MARKER: DS = TRIANGULATION STATION DISK
 DV1941_SETTING: 80 = SET IN A BOULDER
 DV1941_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1941
 DV1941  HISTORY     - Date     Condition        Report By
 DV1941  HISTORY     - 1949     MONUMENTED       CGS
 DV1941  HISTORY     - 1950     GOOD             CGS
 DV1941
 DV1941                          STATION DESCRIPTION
 DV1941
 DV1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1941'THE STATION IS LOCATED ON THE HIGHEST ELEVATION OF THE EAST END
 DV1941'OF THE LITTLE HORN MOUNTAINS ABOUT 17 MILES AIR LINE SOUTH OF
 DV1941'HOPE.  THE MOUNTAIN SLOPES GRADUALLY TO THE WESTWARD BUT HAS
 DV1941'CLIFFS ON THE NORTH AND EAST SIDES.  THE STATION MARK IS 7 FEET
 DV1941'WEST OF A 5-FOOT CAIRN, PROJECTS 12 INCHES AND STAMPED, LITTLE
 DV1941'HORN 1949.
 DV1941'
 DV1941'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1941'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, LITTLE
 DV1941'HORN NO 1 1949.
 DV1941'
 DV1941'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 DV1941'STATION MARK, PROJECTS 18 INCHES AND STAMPED, LITTLE HORN NO
 DV1941'2 1949.
 DV1941'
 DV1941'THE AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE WEST OF THE EAST
 DV1941'END OF A LONG EAST-WEST RIDGE, ON THE BRIM WHERE THE RIDGE DROPS
 DV1941'SLIGHTLY MORE TO THE WEST, IS 8 FEET WEST OF A WHITE WITNESS
 DV1941'POST, PROJECTS 18 INCHES AND STAMPED, LITTLE HORN 1949.
 DV1941'
 DV1941'TO REACH THE STATION FROM HORN, A RAILROAD SIDING ON THE
 DV1941'SOUTHERN PACIFIC RAILROAD, GO EAST ON GRADE ROAD FOR 1.6 MILES
 DV1941'TO A ROAD LEFT, NORTH.  TURN LEFT ACROSS RAILROAD TRACK AND GO
 DV1941'8.5 MILES TO FORK.  TAKE LEFT FORK NORTH FOR 9.5 MILES TO A
 DV1941'FORK AND A SMALL MALPAIS BUTTE ON LEFT.  TAKE RIGHT FORK
 DV1941'NORTH FOR 9.5 MILES TO A FORK AND A SMALL MALPIS BUTTE ON LEFT.
 DV1941'TAKE RIGHT FORK NORTH FOR 8.5 MILES TO CROSSROAD.  TURN RIGHT,
 DV1941'NORTHEAST, FOR 2.7 MILES TO CROSSROAD AND SIGN KING MINE.
 DV1941'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO FORK AND SIGN SHEEP
 DV1941'TANKS WELL 5 MI.  CONTINUE STRAIGHT AHEAD FOR 2.5 MILES TO
 DV1941'THE END OF TRUCK TRAVEL.  HERE, IN BEARING 95 DEGREES TRUE,
 DV1941'THERE IS A ROUND TOP POINT OF RIDGE.  PACK ACROSS FLAT WITH
 DV1941'NUMEROUS WASHES FOR ABOUT 1 MILE, THENCE UP RIDGE TO
 DV1941'ROUND-TOPPED POINT.  THENCE ALONG THE TOP OF RIDGE FOR ABOUT
 DV1941'0.5 MILE TO THE AZIMUTH MARK.  FOLLOW ALONG TOP OF RIDGE TO
 DV1941'HIGHEST POINT AND STATION.  FROM THE END OF TRUCK TRAVEL TO
 DV1941'THE STATION IS ABOUT 5 MILES.  A 3-HOUR PACK.
 DV1941'WHEEL DRIVE VEHICLE WITH HIGH CLEARANCE, CAN BE DRIVEN UP RIDGE
 DV1941'FOR ABOUT 2.5 MILES.
 DV1941
 DV1941                          STATION RECOVERY (1950)
 DV1941
 DV1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1941'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN DESCRIPTION
 DV1941'OF 1949 AND FOUND IN GOOD CONDITION.
 DV1941'
 DV1941'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 5.874 METERS
 DV1941'INSTEAD OF 5.892 METERS.  OTHERWISE, THE DISTANCES AND DIRECTIONS
 DV1941'CHECKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1940 ***********************************************************************
 DV1940  DESIGNATION -  LITTLE HORN CAIRN
 DV1940  PID         -  DV1940
 DV1940  STATE/COUNTY-  AZ/YUMA
 DV1940  USGS QUAD   -  LITTLE HORN MTN SE (1990)
 DV1940
 DV1940                         *CURRENT SURVEY CONTROL
 DV1940  ___________________________________________________________________
 DV1940* NAD 83(1992)-  33 21 12.25290(N)    113 37 07.76293(W)     ADJUSTED  
 DV1940* NAVD 88     -       947.     (meters)    3107.     (feet)  SCALED    
 DV1940  ___________________________________________________________________
 DV1940  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DV1940  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DV1940  HORZ ORDER  -  THIRD
 DV1940
 DV1940.The horizontal coordinates were established by classical geodetic methods
 DV1940.and adjusted by the National Geodetic Survey in August 1993.
 DV1940
 DV1940.The orthometric height was scaled from a topographic map.
 DV1940
 DV1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1940
 DV1940.The geoid height was determined by GEOID03.
 DV1940
 DV1940;                    North         East     Units Scale Factor Converg.
 DV1940;SPC AZ W     -   260,959.151   225,568.994   MT  0.99993517   +0 04 19.6
 DV1940;SPC AZ W     -   856,165.19    740,055.75   iFT  0.99993517   +0 04 19.6
 DV1940;UTM  12      - 3,693,529.688   256,306.602   MT  1.00033224   -1 26 26.0
 DV1940
 DV1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1940!SPC AZ W     -   0.99985633  x   0.99993517  =   0.99979151
 DV1940!UTM  12      -   0.99985633  x   1.00033224  =   1.00018852
 DV1940
 DV1940                          SUPERSEDED SURVEY CONTROL
 DV1940
 DV1940  NAD 83(1986)-  33 21 12.24593(N)    113 37 07.77079(W) AD(       ) 4
 DV1940  NAD 27      -  33 21 12.11500(N)    113 37 05.04600(W) AD(       ) 3
 DV1940
 DV1940.Superseded values are not recommended for survey control.
 DV1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1940.See file dsdata.txt to determine how the superseded data were derived.
 DV1940
 DV1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5630793530(NAD 83)
 DV1940_MARKER: 72 = CAIRN
 DV1940
 DV1940  HISTORY     - Date     Condition        Report By
 DV1940  HISTORY     - 1949     FIRST OBSERVED   CGS
 DV1940
 DV1940                          STATION DESCRIPTION
 DV1940
 DV1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV1940'THE STATION IS LOCATED ON THE HIGHEST ELEVATION OF THE EAST END
 DV1940'OF THE LITTLE HORN MOUNTAINS ABOUT 17 MILES AIR LINE SOUTH OF
 DV1940'HOPE.  THE MOUNTAIN SLOPES GRADUALLY TO THE WESTWARD BUT HAS
 DV1940'CLIFFS ON THE NORTH AND EAST SIDES.
 DV1940'
 DV1940'TO REACH THE STATION FROM HORN, A RAILROAD SIDING ON THE
 DV1940'SOUTHERN PACIFIC RAILROAD, GO EAST ON GRADE ROAD FOR 1.6 MILES
 DV1940'TO A ROAD LEFT, NORTH.  TURN LEFT ACROSS RAILROAD TRACK AND GO
 DV1940'8.5 MILES TO FORK.  TAKE LEFT FORK NORTH FOR 9.5 MILES TO A
 DV1940'FORK AND A SMALL MALPAIS BUTTE ON LEFT.  TAKE RIGHT FORK
 DV1940'NORTH FOR 9.5 MILES TO A FORK AND A SMALL MALPIS BUTTE ON LEFT.
 DV1940'TAKE RIGHT FORK NORTH FOR 8.5 MILES TO CROSSROAD.  TURN RIGHT,
 DV1940'NORTHEAST, FOR 2.7 MILES TO CROSSROAD AND SIGN KING MINE.
 DV1940'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO FORK AND SIGN SHEEP
 DV1940'TANKS WELL 5 MI.  CONTINUE STRAIGHT AHEAD FOR 2.5 MILES TO
 DV1940'THE END OF TRUCK TRAVEL.  HERE, IN BEARING 95 DEGREES TRUE,
 DV1940'THERE IS A ROUND TOP POINT OF RIDGE.  PACK ACROSS FLAT WITH
 DV1940'NUMEROUS WASHES FOR ABOUT 1 MILE, THENCE UP RIDGE TO
 DV1940'ROUND-TOPPED POINT.  THENCE ALONG THE TOP OF RIDGE FOR ABOUT
 DV1940'0.5 MILE TO LITTLE HORN AZIMUTH MARK.  FOLLOW ALONG TOP OF RIDGE TO
 DV1940'HIGHEST POINT AND STATION.  FROM THE END OF TRUCK TRAVEL TO
 DV1940'THE STATION IS ABOUT 5 MILES.  A 3-HOUR PACK.
 DV1940'WHEEL DRIVE VEHICLE WITH HIGH CLEARANCE, CAN BE DRIVEN UP RIDGE
 DV1940'FOR ABOUT 2.5 MILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0096 ***********************************************************************
 GR0096  DESIGNATION -  LITTLE RM 1
 GR0096  PID         -  GR0096
 GR0096  STATE/COUNTY-  AZ/MOHAVE
 GR0096  USGS QUAD   -  MESQUITE (1985)
 GR0096
 GR0096                         *CURRENT SURVEY CONTROL
 GR0096  ___________________________________________________________________
 GR0096* NAD 83(1986)-  36 49 49.     (N)    114 00 39.     (W)     SCALED    
 GR0096* NAVD 88     -       584.626  (meters)    1918.06   (feet)  POSTED    
 GR0096  ___________________________________________________________________
 GR0096  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 GR0096  DYNAMIC HT  -         584.040 (meters)    1916.14  (feet)  COMP
 GR0096  MODELED GRAV-     979,604.6   (mgal)                       NAVD 88
 GR0096
 GR0096  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0096
 GR0096.The horizontal coordinates were scaled from a topographic map and have
 GR0096.an estimated accuracy of +/- 6 seconds.
 GR0096
 GR0096.The orthometric height was determined by differential leveling
 GR0096.and adjusted by the  in 1992.
 GR0096.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0096.was located on a no-check spur therefore a value was not computed.
 GR0096.No vertical observational check was made to the station.
 GR0096
 GR0096.The geoid height was determined by GEOID03.
 GR0096
 GR0096.The dynamic height is computed by dividing the NAVD 88
 GR0096.geopotential number by the normal gravity value computed on the
 GR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0096.degrees latitude (g = 980.6199 gals.).
 GR0096
 GR0096.The modeled gravity was interpolated from observed gravity values.
 GR0096
 GR0096;                    North         East    Units  Estimated Accuracy
 GR0096;SPC AZ W     -   646,690.      190,090.      MT  (+/- 180 meters Scaled)
 GR0096
 GR0096                          SUPERSEDED SURVEY CONTROL
 GR0096
 GR0096  NGVD 29 (??/??/92)  583.891  (m)         1915.65   (f) ADJ UNCH    2 0
 GR0096
 GR0096.Superseded values are not recommended for survey control.
 GR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0096.See file dsdata.txt to determine how the superseded data were derived.
 GR0096
 GR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA665802(NAD 83)
 GR0096_MARKER: DR = REFERENCE MARK DISK
 GR0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0096_STAMPING: LITTLE NO 1 1960
 GR0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0096+STABILITY: SURFACE MOTION
 GR0096
 GR0096  HISTORY     - Date     Condition        Report By
 GR0096  HISTORY     - 1960     MONUMENTED       CGS
 GR0096  HISTORY     - 1982     GOOD             NGS
 GR0096
 GR0096                          STATION DESCRIPTION
 GR0096
 GR0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GR0096'4.0 MI NE FROM MESQUITE, NV.
 GR0096'3.9 MILES NORTHEAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U.S.
 GR0096'HIGHWAY 91, THENCE 0.15 MILE NORTHWEST ON A TRACK ROAD TO THE MARK, 15
 GR0096'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD, SET IN THE TOP OF
 GR0096'A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.
 GR0096
 GR0096                          STATION RECOVERY (1982)
 GR0096
 GR0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0096'82.3 M (270.0 FT) SLOPE MEASURMENT NORTHWEST CENTERLINE SOUTH BOUND
 GR0096'HWY LANES, 14.4 M (47.5 FT) EAST OF RM 2, 14.0 M (46.0 FT) NORTHWEST
 GR0096'OF THE TOP EDGE OF THE CUT, 14.9 M (49.0 FT) NORTHEAST OF THE
 GR0096'SOUTHWEST TOP EDGE OF THE BUTTE, 9.2 M (30.0 FT) NORTHEAST OF THE
 GR0096'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0097 ***********************************************************************
 GR0097  DESIGNATION -  LITTLE RM 2
 GR0097  PID         -  GR0097
 GR0097  STATE/COUNTY-  AZ/MOHAVE
 GR0097  USGS QUAD   -  MESQUITE (1985)
 GR0097
 GR0097                         *CURRENT SURVEY CONTROL
 GR0097  ___________________________________________________________________
 GR0097* NAD 83(1986)-  36 49 49.     (N)    114 00 39.     (W)     SCALED    
 GR0097* NAVD 88     -       584.831  (meters)    1918.73   (feet)  POSTED    
 GR0097  ___________________________________________________________________
 GR0097  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 GR0097  DYNAMIC HT  -         584.240 (meters)    1916.79  (feet)  COMP
 GR0097  MODELED GRAV-     979,604.6   (mgal)                       NAVD 88
 GR0097
 GR0097  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0097
 GR0097.The horizontal coordinates were scaled from a topographic map and have
 GR0097.an estimated accuracy of +/- 6 seconds.
 GR0097
 GR0097.The orthometric height was determined by differential leveling
 GR0097.and adjusted by the  in 1992.
 GR0097.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0097.was located on a no-check spur therefore a value was not computed.
 GR0097.No vertical observational check was made to the station.
 GR0097
 GR0097.The geoid height was determined by GEOID03.
 GR0097
 GR0097.The dynamic height is computed by dividing the NAVD 88
 GR0097.geopotential number by the normal gravity value computed on the
 GR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0097.degrees latitude (g = 980.6199 gals.).
 GR0097
 GR0097.The modeled gravity was interpolated from observed gravity values.
 GR0097
 GR0097;                    North         East    Units  Estimated Accuracy
 GR0097;SPC AZ W     -   646,690.      190,090.      MT  (+/- 180 meters Scaled)
 GR0097
 GR0097                          SUPERSEDED SURVEY CONTROL
 GR0097
 GR0097  NGVD 29 (??/??/92)  584.095  (m)         1916.32   (f) ADJ UNCH    2 0
 GR0097
 GR0097.Superseded values are not recommended for survey control.
 GR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0097.See file dsdata.txt to determine how the superseded data were derived.
 GR0097
 GR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA665802(NAD 83)
 GR0097_MARKER: DR = REFERENCE MARK DISK
 GR0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0097_STAMPING: LITTLE NO 2 1960
 GR0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0097+STABILITY: SURFACE MOTION
 GR0097
 GR0097  HISTORY     - Date     Condition        Report By
 GR0097  HISTORY     - 1960     MONUMENTED       CGS
 GR0097  HISTORY     - 1982     GOOD             NGS
 GR0097
 GR0097                          STATION DESCRIPTION
 GR0097
 GR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GR0097'4.0 MI NE FROM MESQUITE, NV.
 GR0097'3.9 MILES NORTHEAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U.S.
 GR0097'HIGHWAY 91, THENCE 0.15 MILE NORTHWEST ON A TRACK ROAD TO THE MARK, 12
 GR0097'FEET NORTHEAST OF A HIGH BANK, 24 FEET SOUTHWEST OF THE CENTER OF THE
 GR0097'TRACK ROAD SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 GR0097'PROJECTS 2 INCHES.
 GR0097
 GR0097                          STATION RECOVERY (1982)
 GR0097
 GR0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0097'91.7 M (301.0 FT) SLOPE MEASURMENT NORTHWEST OF THE CENTERLINE OF THE
 GR0097'SOUTH BOUND HWY. LANES, 23.4 M (77.0 FT) NORTHWEST OF THE TOP EDGE OF
 GR0097'THE HWY. CUT, 14.4 M (47.5 FT) WEST OF RM 1, 8.9 M (29.0 FT)
 GR0097'NORTHWEST OF THE STATION, 3.6 M (12.0 FT) NORTHEAST OF THE SOUTHWEST
 GR0097'TOP EDGE OF THE BUTTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0587 ***********************************************************************
 GP0587  DESIGNATION -  LITTLE WHITE MESA
 GP0587  PID         -  GP0587
 GP0587  STATE/COUNTY-  AZ/COCONINO
 GP0587  USGS QUAD   -  TUBA CITY NE (1969)
 GP0587
 GP0587                         *CURRENT SURVEY CONTROL
 GP0587  ___________________________________________________________________
 GP0587* NAD 83(1992)-  36 14 37.50439(N)    111 00 55.62444(W)     ADJUSTED  
 GP0587* NAVD 88     -      1813.8    (meters)    5951.     (feet)  VERTCON   
 GP0587  ___________________________________________________________________
 GP0587  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 GP0587  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 GP0587  HORZ ORDER  -  FIRST
 GP0587
 GP0587.The horizontal coordinates were established by classical geodetic methods
 GP0587.and adjusted by the National Geodetic Survey in August 1993.
 GP0587
 GP0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0587
 GP0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0587
 GP0587.The geoid height was determined by GEOID03.
 GP0587
 GP0587;                    North         East     Units Scale Factor Converg.
 GP0587;SPC AZ C     -   581,933.769   294,359.030   MT  0.99998081   +0 31 58.2
 GP0587;SPC AZ C     - 1,909,231.53    965,744.85   iFT  0.99998081   +0 31 58.2
 GP0587;UTM  12      - 4,010,984.688   498,611.715   MT  0.99960002   -0 00 32.9
 GP0587
 GP0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0587!SPC AZ C     -   0.99971896  x   0.99998081  =   0.99969978
 GP0587!UTM  12      -   0.99971896  x   0.99960002  =   0.99931909
 GP0587
 GP0587|---------------------------------------------------------------------|
 GP0587| PID    Reference Object                     Distance      Geod. Az  |
 GP0587|                                                           dddmmss.s |
 GP0587| CH2677 LITTLE WHITE MESA RM 1               22.269 METERS 00626     |
 GP0587| CH2676 LITTLE WHITE MESA AZ MK                            1983258.3 |
 GP0587| CH3560 LITTLE WHITE MESA RM 2                7.828 METERS 26212     |
 GP0587| GP0586 PRESTON                             APPROX.22.6 KM 3115623.8 |
 GP0587|---------------------------------------------------------------------|
 GP0587
 GP0587                          SUPERSEDED SURVEY CONTROL
 GP0587
 GP0587  NAD 83(1986)-  36 14 37.50499(N)    111 00 55.62260(W) AD(       ) 1
 GP0587  NAD 27      -  36 14 37.54300(N)    111 00 53.10200(W) AD(       ) 1
 GP0587  NGVD 29 (07/19/86) 1812.8    (m)         5947.     (f) VERT ANG    3  
 GP0587
 GP0587.Superseded values are not recommended for survey control.
 GP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0587.See file dsdata.txt to determine how the superseded data were derived.
 GP0587
 GP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9861210985(NAD 83)
 GP0587_MARKER: DS = TRIANGULATION STATION DISK
 GP0587_SETTING: 80 = SET IN A BOULDER
 GP0587_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0587
 GP0587  HISTORY     - Date     Condition        Report By
 GP0587  HISTORY     - 1951     MONUMENTED       CGS
 GP0587  HISTORY     - 1960     GOOD             CGS
 GP0587  HISTORY     - 1970     GOOD             USGS
 GP0587
 GP0587                          STATION DESCRIPTION
 GP0587
 GP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0587'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTHEAST OF TUBA
 GP0587'CITY, 1 JILE NORTHEAST OF THE NEAREST POINT OF THE TUBA
 GP0587'CITY-KAYENTA HIGHWAY, ON THE HIGHST POINT AT THE NORTH END
 GP0587'OF WHAT IS LOCALLY KNOWN AS MIDDLE MESA.  IT IS A LONE AND
 GP0587'PROMINENT MESA HAVING BARE AND WHITE SLOPES AND A TIMBERED
 GP0587'TOP.
 GP0587'
 GP0587'TO REACH THE STATION FROM THE TUBA CITY, GO EAST AND THEN
 GP0587'SOUTH FROM THE U.S. POST OFFICE AND TRADING POST FOR 1.1
 GP0587'MILES TO A FORK.  TAKE THE LEFT FORK AS PER SIGN KAYENTA
 GP0587'78 AND GO 15.0 MILES TO A POINT WHERE THE HIGHWAY BEARS TO
 GP0587'THE LEFT AND AWAY FROM THE MESA.  LEAVE THE HIGHWAY AND
 GP0587'CONTINUE STRAIGHT AHEAD ON A TRACK ROAD FOR ABOUT 0.4 MILE
 GP0587'TO A POINT ABOUT 0.2 MILE SOUTH OF THE NORTH END OF THE MES
 GP0587'FROM HERE PACK NORTHEAST UP THE BARE SLOPES TO THE TOP OF THE
 GP0587'MESA.  CONTINUE ACROSS THE TOP FOR ABOUT 200 YARDS TO A LOW
 GP0587'SAND HILL AND THE STATION.  TIME OF PACK IS APPROXIMATELY
 GP0587'20 MINUTES.
 GP0587'
 GP0587'STATION MARK, STAMPED LITTLE WHITE MESA 1951, IS A STANDARD
 GP0587'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER 14 INCHES
 GP0587'IN DIAMETER AND PROJECTS 12 INCHES.
 GP0587'
 GP0587'REFERENCE MARK NUMBER 1, STAMPED LITTLE WHITE MESA NO 1 1951,
 GP0587'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER
 GP0587'ABOUT 12 INCHES IN DIAMETE AND PROJECTING 1 INCH.  IT IS 24
 GP0587'INCHES LOWER IN ELEVATION THAN THE STATION.
 GP0587'
 GP0587'REFERENCE MARK NUMBER 2, STAMPED LITTLE WHITE MESA NO 2 1951,
 GP0587'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER
 GP0587'ABOUT 12 INCHES IN DIAMETER AND PROJECTING 2 INCHES.  IT IS
 GP0587'18 INCHES LOWER IN ELEVATION THAN THE STATION.
 GP0587'
 GP0587'AZIMUTH MARK, STAMPED LITTLE WHITE MESA 1951, IS A STANDARD
 GP0587'DISK CEMENTED IN A DRILL HOLE IN A BUIRED BOULDER 12 INCHES
 GP0587'IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS ABOUT 3 FEET
 GP0587'NORTH OF A 2 FOOT CAIRN.  TO REACH FROM STATION, GO SOUTH
 GP0587'SOUTHWEST ACROSS THE TOP OF THE MESA FOR ABOUT 0.5 MILE TO
 GP0587'A SHARP POINT ON THE EDGE OF THE MESA AND THE AZIMUTH MARK.
 GP0587'
 GP0587'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GP0587
 GP0587                          STATION RECOVERY (1960)
 GP0587
 GP0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 GP0587'THE STATION WAS RECOVERED, THE STATION MARK AND BOTH REFERENCE
 GP0587'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GP0587'SEARCHED FOR BUT WAS NOT RECOVERED.
 GP0587'
 GP0587'A NEW TO REACH FOLLOWS.
 GP0587'
 GP0587'TO REACH FROM THE U.S. POST OFFICE IN TUBA CITY GO EAST ON
 GP0587'STATE HIGHWAY 3 FOR 1.0 MILE TO THE INTERSECTION OF STATE
 GP0587'HIGHWAYS 3 AND 1, TURN LEFT AND GO NORTH ON STATE HIGHWAY 1
 GP0587'FOR 5.6 MILES TO A URANIUM ORE PLANT ON THE RIGHT, CONTINUE
 GP0587'NORTH 8.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 GP0587'EASTERLY AND NORTHERLY UP THE MAIN TRAVELED ROAD FOR 0.6 MILE TO
 GP0587'THE TOP OF THE MESA AND THE END OF TRUCK TRAVEL.  PACK
 GP0587'NORTHWESTERLY FOR ABOUT 0.5 MILE TO A LOW SAND HILL AND THE
 GP0587'STATION.  A 20 MINUTE PACK.
 GP0587
 GP0587                          STATION RECOVERY (1970)
 GP0587
 GP0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0587'STATION MARK AND REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.
 GP0587'REFERENCE MARK NO. 1 HAS BEEN HIT BY A TRUCK AND MOVED SLIGHTLY.
 GP0587'NEW TO REACH FOLLOWS--
 GP0587'
 GP0587'TO REACH FROM TONALEA POST OFFICE GO W. ON HIGHWAY 164 FOR
 GP0587'6.0 MI TO ROADSIDE REST AREA ON LEFT.  GO LEFT THROUGH REST
 GP0587'AREA 0.4 MI TO TOP OF HILL.  GO LEFT ON TRACK RD. 0.55
 GP0587'MI TO FENCE LINE.  STATION IS LOCATED ABOUT 200 FT NE. OF
 GP0587'FENCE LINE ON LOW SAND DUNE TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0202 ***********************************************************************
 GQ0202  DESIGNATION -  LITTLEFIELD
 GQ0202  PID         -  GQ0202
 GQ0202  STATE/COUNTY-  AZ/MOHAVE
 GQ0202  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0202
 GQ0202                         *CURRENT SURVEY CONTROL
 GQ0202  ___________________________________________________________________
 GQ0202* NAD 83(1992)-  36 55 25.88562(N)    113 55 30.18648(W)     ADJUSTED  
 GQ0202* NAVD 88     -       627.905  (meters)    2060.05   (feet)  ADJUSTED  
 GQ0202  ___________________________________________________________________
 GQ0202  LAPLACE CORR-           9.22  (seconds)                    DEFLEC99
 GQ0202  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GQ0202  DYNAMIC HT  -         627.269 (meters)    2057.97  (feet)  COMP
 GQ0202  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 GQ0202
 GQ0202  HORZ ORDER  -  SECOND
 GQ0202  VERT ORDER  -  FIRST     CLASS II
 GQ0202
 GQ0202.The horizontal coordinates were established by classical geodetic methods
 GQ0202.and adjusted by the National Geodetic Survey in August 1993.
 GQ0202
 GQ0202.The orthometric height was determined by differential leveling
 GQ0202.and adjusted in June 1991.
 GQ0202
 GQ0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0202
 GQ0202.The geoid height was determined by GEOID03.
 GQ0202
 GQ0202.The dynamic height is computed by dividing the NAVD 88
 GQ0202.geopotential number by the normal gravity value computed on the
 GQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0202.degrees latitude (g = 980.6199 gals.).
 GQ0202
 GQ0202.The modeled gravity was interpolated from observed gravity values.
 GQ0202
 GQ0202;                    North         East     Units Scale Factor Converg.
 GQ0202;SPC AZ W     -   657,057.055   197,763.856   MT  0.99993633   -0 06 18.6
 GQ0202;SPC AZ W     - 2,155,699.00    648,831.55   iFT  0.99993633   -0 06 18.6
 GQ0202;SPC UT S     - 3,031,345.881   283,937.620   MT  1.00006309   -1 29 08.9
 GQ0202;SPC NV E     - 8,242,463.065   347,744.483   MT  1.00016883   +0 59 47.0
 GQ0202;SPC NV E     -27,042,147.57  1,140,891.69   sFT  1.00016883   +0 59 47.0
 GQ0202;UTM  12      - 4,090,423.124   239,449.346   MT  1.00043640   -1 45 29.6
 GQ0202;UTM  11      - 4,090,843.617   773,906.268   MT  1.00052436   +1 50 54.4
 GQ0202
 GQ0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0202!SPC AZ W     -   0.99990552  x   0.99993633  =   0.99984186
 GQ0202!SPC UT S     -   0.99990552  x   1.00006309  =   0.99996861
 GQ0202!SPC NV E     -   0.99990552  x   1.00016883  =   1.00007434
 GQ0202!UTM  12      -   0.99990552  x   1.00043640  =   1.00034188
 GQ0202!UTM  11      -   0.99990552  x   1.00052436  =   1.00042983
 GQ0202
 GQ0202|---------------------------------------------------------------------|
 GQ0202| PID    Reference Object                     Distance      Geod. Az  |
 GQ0202|                                                           dddmmss.s |
 GQ0202| GQ0203 LITTLEFIELD RM 1                      8.056 METERS 03703     |
 GQ0202| GQ0204 LITTLEFIELD RM 2                      8.636 METERS 12543     |
 GQ0202| GQ0159 K 55                                               1853136.5 |
 GQ0202|---------------------------------------------------------------------|
 GQ0202
 GQ0202                          SUPERSEDED SURVEY CONTROL
 GQ0202
 GQ0202  NAD 83(1986)-  36 55 25.88170(N)    113 55 30.18553(W) AD(       ) 2
 GQ0202  NAD 27      -  36 55 25.96000(N)    113 55 27.31000(W) AD(       ) 2
 GQ0202  NGVD 29 (07/19/86)  627.5    (m)         2059.     (f) VERT ANG    3  
 GQ0202
 GQ0202.Superseded values are not recommended for survey control.
 GQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0202.See file dsdata.txt to determine how the superseded data were derived.
 GQ0202
 GQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3944990423(NAD 83)
 GQ0202_MARKER: DS = TRIANGULATION STATION DISK
 GQ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0202_SP_SET: CONCRETE POST
 GQ0202_STAMPING: LITTLEFIELD 1953
 GQ0202_MARK LOGO: CGS   
 GQ0202_PROJECTION: PROJECTING 10 CENTIMETERS
 GQ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0202+STABILITY: SURFACE MOTION
 GQ0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0202+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 GQ0202
 GQ0202  HISTORY     - Date     Condition        Report By
 GQ0202  HISTORY     - 1953     MONUMENTED       CGS
 GQ0202  HISTORY     - 1960     GOOD             CGS
 GQ0202  HISTORY     - 1962     GOOD             CGS
 GQ0202  HISTORY     - 1982     GOOD             NGS
 GQ0202  HISTORY     - 20050419 GOOD             INDIV
 GQ0202
 GQ0202                          STATION DESCRIPTION
 GQ0202
 GQ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0202'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 91,
 GQ0202'ABOUT 7 MILES EAST OF THE NEVADA-ARIZONA STATE LINE, 5.2 MILES
 GQ0202'SOUTH OF THE UTAH-ARIZONA STATE LINE, 3 MILES NORTH OF THE
 GQ0202'VILLAGE OF LITTLEFIELD, ARIZONA, 1.6 MILES NORTH OF THE NORTH
 GQ0202'END OF THE BRIDGE ACROSS BEAVER DAM CREEK, 87 FEET EAST
 GQ0202'OF THE CENTERLINE OF U.S. HIGHWAY 91, 33 FEET EAST OF A STEEL
 GQ0202'CORNER FENCE POST OF THE HIGHWAY FENCE AND 6 FEET NORTH OF
 GQ0202'A WITNESS POST.  THIS POINT ON THE HIGHWAY IS WHERE THERE HAS
 GQ0202'BEEN A NEW SECTION OF ROAD BUILT WHICH LEAVES THE OLD ROAD
 GQ0202'AND GOES DOWN AND CROSSES BEAVER DAM CREEK.
 GQ0202'
 GQ0202'TO REACH FROM THE POST OFFICE IN LITTLEFIELD.  GO NORTH FOR
 GQ0202'0.3 MILE TO U.S. HIGHWAY 91, TURN RIGHT AND GO NORTH ON THE
 GQ0202'HIGHWAY FOR 1.1 MILES TO THE NORTH END OF THE BRIDGE ACROSS
 GQ0202'BEAVER DAM CREEK, CONTINUE NORTH ON THE HIGHWAY 1.6 MILES TO
 GQ0202'THE STATION ON THE RIGHT AS DESCRIBED.
 GQ0202'
 GQ0202'THE STATION IS A STANDARD DISK STAMPED LITTLEFIELD 1953.  IT
 GQ0202'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GQ0202'
 GQ0202'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LITTLEFIELD NO
 GQ0202'1 1953.  IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GQ0202'2 INCHES.
 GQ0202'
 GQ0202'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LITTLEFIELD NO 2 1953.
 GQ0202'IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GQ0202'
 GQ0202'U.S.C. AND G.S. BENCH MARK (AZIMUTH MARK) IS A STANDARD
 GQ0202'BENCH-MARK DISK STAMPED K 55 1935.  IT IS SET IN A SQUARE
 GQ0202'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 30 FEET EAST
 GQ0202'OF THE CENTERLINE OF AN ABANDONED SECTION OF U.S. HIGHWAY 91, 3
 GQ0202'FEET WEST OF A TRIANGLE SHAPED PRECAST CONCRETE WITNESS POST
 GQ0202'AND WHERE THE OLD ROAD STARTS DOWN INTO THE CREEK BOTTOM.  TO
 GQ0202'REACH FROM THE STATION.  GO SOUTH ON THE OLD ROAD FOR 0.8 MILE
 GQ0202'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GQ0202
 GQ0202                          STATION RECOVERY (1960)
 GQ0202
 GQ0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0202'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND IN VERY
 GQ0202'GOOD CONDITION.
 GQ0202
 GQ0202                          STATION RECOVERY (1962)
 GQ0202
 GQ0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0202'THIS STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 GQ0202'GOOD CONDITION.
 GQ0202'
 GQ0202'STATION WAS NOT OCCUPIED AT THIS TIME.
 GQ0202
 GQ0202                          STATION RECOVERY (1982)
 GQ0202
 GQ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0202'20.6 KM (12.9 MI) NE FROM MESQUITE NV.
 GQ0202'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0202'MESQUITE, THENCE 20.1 KM (12.55 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0202'AT THE NORTH END OF A CURVE, 26.5 METERS (87 FT) EAST OF THE HIGHWAY
 GQ0202'CENTERLINE, 8.6 METERS (28.5 FT) WEST-NORTHWEST OF RM 2, 8.0 METERS
 GQ0202'(26.5 FT) SOUTH-SOUTHWEST OF RM 1, 4.5 METERS (15 FT) EAST OF THE EAST
 GQ0202'GATE POST FOR A WIRE GATE WHICH OFFSETS THE RIGHT OF WAY FENCE.
 GQ0202'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 GQ0202'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 GQ0202
 GQ0202                          STATION RECOVERY (2005)
 GQ0202
 GQ0202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DW)
 GQ0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0203 ***********************************************************************
 GQ0203  DESIGNATION -  LITTLEFIELD RM 1
 GQ0203  PID         -  GQ0203
 GQ0203  STATE/COUNTY-  AZ/MOHAVE
 GQ0203  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0203
 GQ0203                         *CURRENT SURVEY CONTROL
 GQ0203  ___________________________________________________________________
 GQ0203* NAD 83(1986)-  36 55 26.     (N)    113 55 29.     (W)     SCALED    
 GQ0203* NAVD 88     -       627.852  (meters)    2059.88   (feet)  ADJUSTED  
 GQ0203  ___________________________________________________________________
 GQ0203  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GQ0203  DYNAMIC HT  -         627.217 (meters)    2057.79  (feet)  COMP
 GQ0203  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 GQ0203
 GQ0203  VERT ORDER  -  FIRST     CLASS II
 GQ0203
 GQ0203.The horizontal coordinates were scaled from a topographic map and have
 GQ0203.an estimated accuracy of +/- 6 seconds.
 GQ0203
 GQ0203.The orthometric height was determined by differential leveling
 GQ0203.and adjusted in June 1991.
 GQ0203
 GQ0203.The geoid height was determined by GEOID03.
 GQ0203
 GQ0203.The dynamic height is computed by dividing the NAVD 88
 GQ0203.geopotential number by the normal gravity value computed on the
 GQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0203.degrees latitude (g = 980.6199 gals.).
 GQ0203
 GQ0203.The modeled gravity was interpolated from observed gravity values.
 GQ0203
 GQ0203;                    North         East    Units  Estimated Accuracy
 GQ0203;SPC AZ W     -   657,060.      197,790.      MT  (+/- 180 meters Scaled)
 GQ0203
 GQ0203                          SUPERSEDED SURVEY CONTROL
 GQ0203
 GQ0203.No superseded survey control is available for this station.
 GQ0203
 GQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF394904(NAD 83)
 GQ0203_MARKER: DR = REFERENCE MARK DISK
 GQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0203_SP_SET: CONCRETE POST
 GQ0203_STAMPING: LITTLEFIELD NO 1 1953
 GQ0203_MARK LOGO: CGS   
 GQ0203_PROJECTION: PROJECTING 10 CENTIMETERS
 GQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0203+STABILITY: SURFACE MOTION
 GQ0203
 GQ0203  HISTORY     - Date     Condition        Report By
 GQ0203  HISTORY     - 1953     MONUMENTED       CGS
 GQ0203  HISTORY     - 1982     GOOD             NGS
 GQ0203
 GQ0203                          STATION DESCRIPTION
 GQ0203
 GQ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0203'20.6 KM (12.9 MI) NE FROM MESQUITE NV.
 GQ0203'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0203'MESQUITE, THENCE 20.1 KM (12.55 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0203'AT THE NORTH END OF A CURVE, 30.9 KM (101.5 FT) EAST OF THE HIGHWAY
 GQ0203'CENTERLINE, 11.6 METERS (38 FT) NORTH OF RM 2, 9.0 METERS (29.5 FT)
 GQ0203'EAST OF THE RIGHT OF WAY FENCE, 8.0 METERS (26.5 FT) NORTH-NORTHEAST
 GQ0203'OF THE STATION.
 GQ0203'THE MARK IS 8.4 METERS  NNE FROM A WITNESS POST.
 GQ0203'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0204 ***********************************************************************
 GQ0204  DESIGNATION -  LITTLEFIELD RM 2
 GQ0204  PID         -  GQ0204
 GQ0204  STATE/COUNTY-  AZ/MOHAVE
 GQ0204  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0204
 GQ0204                         *CURRENT SURVEY CONTROL
 GQ0204  ___________________________________________________________________
 GQ0204* NAD 83(1986)-  36 55 25.     (N)    113 55 30.     (W)     SCALED    
 GQ0204* NAVD 88     -       627.780  (meters)    2059.64   (feet)  ADJUSTED  
 GQ0204  ___________________________________________________________________
 GQ0204  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GQ0204  DYNAMIC HT  -         627.145 (meters)    2057.56  (feet)  COMP
 GQ0204  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 GQ0204
 GQ0204  VERT ORDER  -  FIRST     CLASS II
 GQ0204
 GQ0204.The horizontal coordinates were scaled from a topographic map and have
 GQ0204.an estimated accuracy of +/- 6 seconds.
 GQ0204
 GQ0204.The orthometric height was determined by differential leveling
 GQ0204.and adjusted in June 1991.
 GQ0204
 GQ0204.The geoid height was determined by GEOID03.
 GQ0204
 GQ0204.The dynamic height is computed by dividing the NAVD 88
 GQ0204.geopotential number by the normal gravity value computed on the
 GQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0204.degrees latitude (g = 980.6199 gals.).
 GQ0204
 GQ0204.The modeled gravity was interpolated from observed gravity values.
 GQ0204
 GQ0204;                    North         East    Units  Estimated Accuracy
 GQ0204;SPC AZ W     -   657,030.      197,770.      MT  (+/- 180 meters Scaled)
 GQ0204
 GQ0204                          SUPERSEDED SURVEY CONTROL
 GQ0204
 GQ0204.No superseded survey control is available for this station.
 GQ0204
 GQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF394903(NAD 83)
 GQ0204_MARKER: DR = REFERENCE MARK DISK
 GQ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0204_SP_SET: CONCRETE POST
 GQ0204_STAMPING: LITTLEFIELD NO 2 1953
 GQ0204_MARK LOGO: CGS   
 GQ0204_PROJECTION: PROJECTING 10 CENTIMETERS
 GQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0204+STABILITY: SURFACE MOTION
 GQ0204
 GQ0204  HISTORY     - Date     Condition        Report By
 GQ0204  HISTORY     - 1953     MONUMENTED       CGS
 GQ0204  HISTORY     - 1982     GOOD             NGS
 GQ0204
 GQ0204                          STATION DESCRIPTION
 GQ0204
 GQ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GQ0204'20.6 KM (12.9 MI) NE FROM MESQUITE NV.
 GQ0204'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0204'MESQUITE, THENCE 20.1 KM (12.55 FT) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0204'AT THE NORTH END OF A CURVE, 34.6 METERS (113.5 FT) EAST OF THE
 GQ0204'HIGHWAY CENTERLINE, 12.6 METERS (41.5 FT) EAST OF THE EAST POST FOR A
 GQ0204'WIRE GATE, 11.6 METERS (38 FT) SOUTH OF RM 1, 8.6 METERS (28.5 FT)
 GQ0204'EAST-SOUTHEAST OF THE STATION.
 GQ0204'THE MARK IS 8.5 METERS  ESE FROM A WITNESS POST.
 GQ0204'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0902 ***********************************************************************
 DW0902  DESIGNATION -  LIVINGSTON
 DW0902  PID         -  DW0902
 DW0902  STATE/COUNTY-  AZ/LA PAZ
 DW0902  USGS QUAD   -  LIVINGSTON HILLS (1990)
 DW0902
 DW0902                         *CURRENT SURVEY CONTROL
 DW0902  ___________________________________________________________________
 DW0902* NAD 83(1992)-  33 29 41.35435(N)    114 04 03.73654(W)     ADJUSTED  
 DW0902* NAVD 88     -       663.7    (meters)    2177.     (feet)  VERTCON   
 DW0902  ___________________________________________________________________
 DW0902  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 DW0902  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DW0902  HORZ ORDER  -  SECOND
 DW0902
 DW0902.The horizontal coordinates were established by classical geodetic methods
 DW0902.and adjusted by the National Geodetic Survey in August 1993.
 DW0902
 DW0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0902
 DW0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0902
 DW0902.The geoid height was determined by GEOID03.
 DW0902
 DW0902;                    North         East     Units Scale Factor Converg.
 DW0902;SPC AZ W     -   276,680.445   183,838.232   MT  0.99994407   -0 10 31.2
 DW0902;SPC AZ W     -   907,744.24    603,143.81   iFT  0.99994407   -0 10 31.2
 DW0902;UTM  11      - 3,709,994.185   772,430.423   MT  1.00051512   +1 37 09.2
 DW0902;UTM  12      - 3,710,358.172   214,984.503   MT  1.00060163   -1 41 38.7
 DW0902
 DW0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0902!SPC AZ W     -   0.99990078  x   0.99994407  =   0.99984485
 DW0902!UTM  11      -   0.99990078  x   1.00051512  =   1.00041584
 DW0902!UTM  12      -   0.99990078  x   1.00060163  =   1.00050235
 DW0902
 DW0902:                Primary Azimuth Mark                     Grid Az
 DW0902:SPC AZ W     -  LIVINGSTON AZ MK                         029 33 03.0
 DW0902:UTM  11      -  LIVINGSTON AZ MK                         027 45 22.6
 DW0902:UTM  12      -  LIVINGSTON AZ MK                         031 04 10.5
 DW0902
 DW0902|---------------------------------------------------------------------|
 DW0902| PID    Reference Object                     Distance      Geod. Az  |
 DW0902|                                                           dddmmss.s |
 DW0902| CF0989 LIVINGSTON AZ MK                                   0292231.8 |
 DW0902| CF0990 LIVINGSTON RM 1                       3.630 METERS 08107     |
 DW0902| CF0991 LIVINGSTON RM 2                       5.536 METERS 22029     |
 DW0902|---------------------------------------------------------------------|
 DW0902
 DW0902                          SUPERSEDED SURVEY CONTROL
 DW0902
 DW0902  NAD 83(1986)-  33 29 41.35086(N)    114 04 03.74492(W) AD(       ) 2
 DW0902  NAD 27      -  33 29 41.23600(N)    114 04 00.96400(W) AD(       ) 2
 DW0902  NGVD 29 (07/19/86)  663.0    (m)         2175.     (f) VERT ANG    3  
 DW0902
 DW0902.Superseded values are not recommended for survey control.
 DW0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0902.See file dsdata.txt to determine how the superseded data were derived.
 DW0902
 DW0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7243009994(NAD 83)
 DW0902_MARKER: DS = TRIANGULATION STATION DISK
 DW0902_SETTING: 66 = SET IN ROCK OUTCROP
 DW0902
 DW0902  HISTORY     - Date     Condition        Report By
 DW0902  HISTORY     - 1949     MONUMENTED       CGS
 DW0902  HISTORY     - 1957     GOOD             AMS
 DW0902  HISTORY     - 1972     GOOD             AZHD
 DW0902
 DW0902                          STATION DESCRIPTION
 DW0902
 DW0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0902'THE STATION IS LOCATED ON THE HIGHEST POINT ON THE EAST END OF
 DW0902'A LOW RANGE OF MOUNTAINS BETWEEN THE KOFA MOUNTAINS AND THE
 DW0902'NEW WATER MOUNTAINS, ABOUT 19 MILES AIR LINE SOUTHEAST OF
 DW0902'QUARTZSITE, ABOUT 10 MILES AIR LINE EAST OF STATE HIGHWAY 95,
 DW0902'ABOUT 2 MILES AIR LINE EAST OF HIGHER GROUND AND ABOUT 0.75
 DW0902'MILE SOUTH OF MR. LIVINGSTONS RESIDENCE.  THE STATION MARK
 DW0902'IS 20 FEET NORTHEAST OF A CAIRN ON THE HIGHEST POINT OF
 DW0902'MOUNTAIN, FLUSH WITH THE GROUND AND STAMPED, LIVINGSTON 1949.
 DW0902'
 DW0902'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DW0902'AS THE STATION MARK, SET FLUSH WITH THE GROUND AND STAMPED,
 DW0902'LIVINGSTON NO 1 1949.
 DW0902'
 DW0902'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET HIGHER THAN THE
 DW0902'STATION MARK, PROJECTS 2 FEET AND STAMPED, LIVINGSTON NO 2
 DW0902'1949.
 DW0902'
 DW0902'THE AZIMUTH MARK IS 20 FEET NORTHEAST OF THE NORTHEAST CORNER
 DW0902'OF MR. LIVINGSTONS RESIDENCE, 10 FEET WEST OF DRIVEWAY, PROJECTS
 DW0902'10 INCHES AND STAMPED, LIVINGSTON 1949.
 DW0902'
 DW0902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 DW0902'AND 70 AND STATE HIGHWAY 95 IN QUARTZSITE, GO SOUTH ON STATE
 DW0902'HIGHWAY 95 FOR 9.1 MILES TO A GRADED ROAD LEFT, EAST.  TURN
 DW0902'LEFT AND FOLLOW GRADED ROAD FOR 4.7 MILES TO FORK.  TAKE
 DW0902'RIGHT FORK AND GO 1.0 MILE TO GAS LINE.  TURN RIGHT AND FOLLOW
 DW0902'ALONG GAS LINE FOR 3.7 MILE TO ROAD RIGHT AND SMALL SIGN
 DW0902'LIVINGSTON.  TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.5 MILE
 DW0902'TO FORK.  TAKE RIGHT FORK FOR 0.4 MILE TO FORK.  TAKE RIGHT
 DW0902'FORK FOR 0.2 MILE TO THE LIVINGSTON RESIDENCE AND THE AZIMUTH
 DW0902'MARK AS DESCRIBED ABOVE.  HERE DRIVE TO THE WEST OF STAMPING
 DW0902'MILL AND FOLLOW DIM TRACKS APPROXIMATELY 0.5 MILE TO THE BASE OF
 DW0902'HILL AND THE END OF TRUCK TRAVEL.  HERE PACK SOUTH TO THE
 DW0902'HIGHEST POINT AND THE STATION AS DESCRIBED ABOVE.  A 15
 DW0902'MINUTE PACK.
 DW0902
 DW0902                          STATION RECOVERY (1957)
 DW0902
 DW0902'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DW0902'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--THE
 DW0902'STATION IS 23 FEET NE OF LARGE ROCK CAIRN AND HIGHEST
 DW0902'POINT OF PEAK.  15 FEET S OF DROP-OFF.  63 FEET N OF PALO-VERDE
 DW0902'TREE ON S SLOPE.  206 FEET ENE OF LARGE LONE PALO-VERDE TREE
 DW0902'IN CLEARING AT NE END OF ROCKY RIDGE TO SW.  73 FEET W OF
 DW0902'OUTCROPPING OF ROCK.
 DW0902
 DW0902                          STATION RECOVERY (1972)
 DW0902
 DW0902'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DW0902'GENERAL LOCATION THE STATION AND R.M. 1 WERE RECOVERED IN GOOD
 DW0902'CONDITION.  R.M. 2 IS STILL IN PLACE.  PART OF THE ROCK UNDER
 DW0902'THE ORIGINAL DRILL HOLE HAS BROKEN AWAY.
 DW0902'
 DW0902'TO REACH FROM THE U.S. 95 OVERPASS ACROSS I 10 IN QUARTZITE,
 DW0902'SOUTH ON 95 FOR 8.75 MILES.  LEFT, EAST, ON A GRAVELLED ROAD
 DW0902'AND CONTINUE FOR 5.85 MILES.  TAKE THE RIGHT FORK, PARALLEL
 DW0902'WITH AN UNDERGROUND GAS LINE, AND CONTINUE FOR 2.95 MILES
 DW0902'TO A SIGN READING, LIVINGSTON.  TAKE THE RIGHT FORK FOR 1.1
 DW0902'MILES TO THE LIVINGSTON RESIDENCE.  PACK SOUTH ABOUT 0.75 MILES
 DW0902'TO THE HIGHEST POINT ON THE RIDGE AND THE STATION.  ABOUT A 30
 DW0902'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1040 ***********************************************************************
 FR1040  DESIGNATION -  LIZARD
 FR1040  PID         -  FR1040
 FR1040  STATE/COUNTY-  AZ/COCONINO
 FR1040  USGS QUAD   -  MATTERHORN (1979)
 FR1040
 FR1040                         *CURRENT SURVEY CONTROL
 FR1040  ___________________________________________________________________
 FR1040* NAD 83(1992)-  35 05 11.23665(N)    112 18 09.01947(W)     ADJUSTED  
 FR1040* NAVD 88     -      2030.3    (meters)    6661.     (feet)  VERTCON   
 FR1040  ___________________________________________________________________
 FR1040  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 FR1040  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 FR1040  HORZ ORDER  -  THIRD
 FR1040
 FR1040.The horizontal coordinates were established by classical geodetic methods
 FR1040.and adjusted by the National Geodetic Survey in August 1993.
 FR1040
 FR1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR1040
 FR1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR1040
 FR1040.The geoid height was determined by GEOID03.
 FR1040
 FR1040;                    North         East     Units Scale Factor Converg.
 FR1040;SPC AZ C     -   453,232.745   178,178.002   MT  0.99991525   -0 13 18.4
 FR1040;SPC AZ C     - 1,486,984.07    584,573.50   iFT  0.99991525   -0 13 18.4
 FR1040;UTM  12      - 3,883,406.462   381,265.875   MT  0.99977375   -0 44 55.6
 FR1040
 FR1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR1040!SPC AZ C     -   0.99968528  x   0.99991525  =   0.99960056
 FR1040!UTM  12      -   0.99968528  x   0.99977375  =   0.99945911
 FR1040
 FR1040:                Primary Azimuth Mark                     Grid Az
 FR1040:SPC AZ C     -  BEAR                                     144 15 16.4
 FR1040:UTM  12      -  BEAR                                     144 46 53.6
 FR1040
 FR1040|---------------------------------------------------------------------|
 FR1040| PID    Reference Object                     Distance      Geod. Az  |
 FR1040|                                                           dddmmss.s |
 FR1040| FR1038 BEAR                                APPROX.11.6 KM 1440158.0 |
 FR1040| FR1039 FLAT                                APPROX. 8.4 KM 3391047.4 |
 FR1040|---------------------------------------------------------------------|
 FR1040
 FR1040                          SUPERSEDED SURVEY CONTROL
 FR1040
 FR1040  NAD 83(1986)-  35 05 11.23446(N)    112 18 09.01720(W) AD(       ) 3
 FR1040  NGVD 29 (04/23/90) 2029.4    (m)         6658.     (f) VERT ANG    3  
 FR1040
 FR1040.Superseded values are not recommended for survey control.
 FR1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1040.See file dsdata.txt to determine how the superseded data were derived.
 FR1040
 FR1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8126683406(NAD 83)
 FR1040
 FR1040  HISTORY     - Date     Condition        Report By
 FR1040  HISTORY     - 1943     MONUMENTED       USFS
 FR1040  HISTORY     - 1959     GOOD             USGS
 FR1040
 FR1040                          STATION DESCRIPTION
 FR1040
 FR1040'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FR1040'RECOVERED AS DESCRIBED BY USFS.  ALL MARKS IN GOOD CONDITION.
 FR1040'THEIR LOCATED FOLLOWS.
 FR1040'
 FR1040'LOCATED ABOUT 8 MI SW. OF BILL WILLIAMS MOUNTAIN, ABOUT 3 MI NW.
 FR1040'OF SOUTH POINT OF RIDGE WHICH HAS APPEARANCE OF A LIZARD HEAD.  ON
 FR1040'HIGHEST POINT OF RIDGE BETWEEN CHINO VALLEY AND BILL WILLIAMS
 FR1040'MOUNTAIN, ON HIGH ROCKY KNOB.
 FR1040'
 FR1040'TO REACH FROM WILLIAMS AT INTERSECTION OF WESTBOUND U.S. HWYS. 66
 FR1040'AND 89 WITH SECOND STREET, DRIVE 3.2 MI W. ON U.S. HWYS. 66 AND
 FR1040'89 TO RD. SW. (WILLIAMS LOOP RD.).  TURN LEFT FOLLOWING WILLIAMS
 FR1040'LOOP RD. 10 MI TO SIGN TULE TANK.  TURN SW. FOLLOWING MAIN TRACK
 FR1040'RD. SOUTHWESTERLY 3 MI TO END OF RD.  WORK WAY SOUTHWESTERLY
 FR1040'THROUGH TREES TO BASE OF PROMINENT ROCKY KNOB.  WALK 300 FT TO TOP
 FR1040'OF KNOB AND STATION.  A 5-MINUTE PACK.
 FR1040'
 FR1040'STATION MARK--USFS DISK STAMPED---LIZARD 1945---, IN MALPAIS
 FR1040'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0734 ***********************************************************************
 CG0734  DESIGNATION -  LL 118
 CG0734  PID         -  CG0734
 CG0734  STATE/COUNTY-  AZ/PIMA
 CG0734  USGS QUAD   -  TOPAWA (1979)
 CG0734
 CG0734                         *CURRENT SURVEY CONTROL
 CG0734  ___________________________________________________________________
 CG0734* NAD 83(1986)-  31 48 27.     (N)    111 50 47.     (W)     SCALED    
 CG0734* NAVD 88     -       733.14   (+/-2cm)    2405.3    (feet)  VERTCON   
 CG0734  ___________________________________________________________________
 CG0734  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 CG0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0734
 CG0734.The horizontal coordinates were scaled from a topographic map and have
 CG0734.an estimated accuracy of +/- 6 seconds.
 CG0734
 CG0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0734.The vertical order pertains to the NGVD 29 superseded value.
 CG0734
 CG0734.The geoid height was determined by GEOID03.
 CG0734
 CG0734;                    North         East    Units  Estimated Accuracy
 CG0734;SPC AZ C     -    89,530.      220,010.      MT  (+/- 180 meters Scaled)
 CG0734
 CG0734                          SUPERSEDED SURVEY CONTROL
 CG0734
 CG0734  NGVD 29 (??/??/92)  732.434  (m)         2402.99   (f) ADJ UNCH    2 0
 CG0734
 CG0734.Superseded values are not recommended for survey control.
 CG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0734.See file dsdata.txt to determine how the superseded data were derived.
 CG0734
 CG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA198194(NAD 83)
 CG0734_MARKER: DB = BENCH MARK DISK
 CG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0734_STAMPING: L L 118 1935
 CG0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0734+STABILITY: SURFACE MOTION
 CG0734
 CG0734  HISTORY     - Date     Condition        Report By
 CG0734  HISTORY     - 1935     MONUMENTED       CGS
 CG0734  HISTORY     - 1952     GOOD             NGS
 CG0734
 CG0734                          STATION DESCRIPTION
 CG0734
 CG0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0734'1.5 MI W FROM TOPAWA.
 CG0734'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0734'TOPAWA, AT THE NORTH SIDE OF A RESEVOIR WITH A FENCE AROUND IT, UNITED
 CG0734'STATES GEOLOGICAL METAL TAG ON A FENCE POST STAMPED (2403.3), 197 1/2
 CG0734'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 124.3 FEET EAST OF THE
 CG0734'EAST GATE POST FOR THE NORTH ENTRANCE TO THE RESEVOIR, 3.7 FEET NORTH
 CG0734'OF THE NORTH FENCE AROUND THE RESEVOIR, 1.7 FEET WEST OF A WITNESS
 CG0734'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 CG0734'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1483 ***********************************************************************
 DA1483  DESIGNATION -  LLANO
 DA1483  PID         -  DA1483
 DA1483  STATE/COUNTY-  AZ/PIMA
 DA1483  USGS QUAD   -  WEST OF PISINIMO (1990)
 DA1483
 DA1483                         *CURRENT SURVEY CONTROL
 DA1483  ___________________________________________________________________
 DA1483* NAD 83(1992)-  32 06 56.61005(N)    112 26 24.50874(W)     ADJUSTED  
 DA1483* NAVD 88     -       634.     (meters)    2080.     (feet)  SCALED    
 DA1483  ___________________________________________________________________
 DA1483  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DA1483  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA1483  HORZ ORDER  -  FIRST
 DA1483
 DA1483.The horizontal coordinates were established by classical geodetic methods
 DA1483.and adjusted by the National Geodetic Survey in August 1993.
 DA1483
 DA1483.The orthometric height was scaled from a topographic map.
 DA1483
 DA1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1483
 DA1483.The geoid height was determined by GEOID03.
 DA1483
 DA1483;                    North         East     Units Scale Factor Converg.
 DA1483;SPC AZ C     -   123,818.204   163,962.104   MT  0.99993008   -0 16 41.9
 DA1483;SPC AZ C     -   406,227.70    537,933.41   iFT  0.99993008   -0 16 41.9
 DA1483;UTM  12      - 3,554,170.926   364,135.819   MT  0.99982764   -0 45 56.7
 DA1483
 DA1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1483!SPC AZ C     -   0.99990543  x   0.99993008  =   0.99983551
 DA1483!UTM  12      -   0.99990543  x   0.99982764  =   0.99973308
 DA1483
 DA1483|---------------------------------------------------------------------|
 DA1483| PID    Reference Object                     Distance      Geod. Az  |
 DA1483|                                                           dddmmss.s |
 DA1483| CH5863 LLANO RM 1                           12.621 METERS 01000     |
 DA1483| CH5864 LLANO RM 2                           13.048 METERS 10402     |
 DA1483| CH5862 LLANO AZ MK                                        1615436.2 |
 DA1483| DA1506 T15S R3W SEC 36 SE COR              APPROX. 9.3 KM 2365918.8 |
 DA1483|---------------------------------------------------------------------|
 DA1483
 DA1483                          SUPERSEDED SURVEY CONTROL
 DA1483
 DA1483  NAD 83(1986)-  32 06 56.60170(N)    112 26 24.51044(W) AD(       ) 1
 DA1483  NAD 27      -  32 06 56.35900(N)    112 26 22.00900(W) AD(       ) 1
 DA1483
 DA1483.Superseded values are not recommended for survey control.
 DA1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1483.See file dsdata.txt to determine how the superseded data were derived.
 DA1483
 DA1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6413654171(NAD 83)
 DA1483_MARKER: DS = TRIANGULATION STATION DISK
 DA1483_SETTING: 80 = SET IN A BOULDER
 DA1483_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1483
 DA1483  HISTORY     - Date     Condition        Report By
 DA1483  HISTORY     - 1935     MONUMENTED       CGS
 DA1483  HISTORY     - 1978     GOOD             AZDT
 DA1483
 DA1483                          STATION DESCRIPTION
 DA1483
 DA1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1483'ON THE NORTHEAST HILL OF FIVE LAVA HILLS ABOUT 9 MILES, AIR
 DA1483'LINE, FROM PISINEMO ON THE SELLS-AJO HIGHWAY, ONE-FOURTH
 DA1483'MILE NORTHWEST OF A CHARCO AND AN OLD CAMP SITE AND ON THE
 DA1483'HIGHEST AND MOST SOUTHERLY POINT OF THE HILL.  MARKED BY A
 DA1483'STANDARD BRONZE DISK.  REFERENCE MARK
 DA1483'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 12.613
 DA1483'METERS (41.38 FEET) FROM STATION N 10 DEG 00 MIN E.
 DA1483'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1483'IS 13.039 METERS (42.78 FEET) FROM STATION S 75
 DA1483'DEG 58 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1483'IS ON THE NORTH END OF THE FIRST HILL TO THE SOUTH AND
 DA1483'ONE-FOURTH MILE FROM STATION S 18 DEG 06 MIN E.
 DA1483
 DA1483                          STATION RECOVERY (1978)
 DA1483
 DA1483'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DA1483'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 DA1483'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 DA1483'
 DA1483'TO REACH THE STATION ON S.R. 86 FROM THE NEW SAN SIMON SCHOOL JUST
 DA1483'WEST OF TRACY, TRAVEL EAST FOR 0.7 MILE TO A DOZED TRAIL ON RIGHT.
 DA1483'TURN RIGHT THROUGH WIRE GATE AND TRAVEL IN A SOUTHERLY DIRECTION FOR
 DA1483'4.15 MILES AND A FORK ABOUT 500 FEET NORTH OF AN EARTHERN DYKE.  TAKE
 DA1483'LEFT FORK AND TRAVEL 0.2 MILE TO A CROSS TRAIL.  TURN RIGHT AND PASS
 DA1483'SOUTH OF TANKS ON A TRACK TRAIL FOR 2.0 MILES, (THIS TRAIL LEADS TO
 DA1483'A TANK JUST SOUTH OF THE STATION.)  IN A WESTERLY DIRECTION.  PICK
 DA1483'YOUR WAY THROUGH BRUSH TO EAST SLOPE OF HILL AND E.T.T.  ABOUT A 10
 DA1483'MINUTE PACK.  4 X 4 REQUIRED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1023 ***********************************************************************
 ET1023  DESIGNATION -  LOAF
 ET1023  PID         -  ET1023
 ET1023  STATE/COUNTY-  AZ/MOHAVE
 ET1023  USGS QUAD   -  ELEPHANT MTN (1980)
 ET1023
 ET1023                         *CURRENT SURVEY CONTROL
 ET1023  ___________________________________________________________________
 ET1023* NAD 83(1992)-  34 39 50.42859(N)    113 24 53.69310(W)     ADJUSTED  
 ET1023* NAVD 88     -      1609.0    (meters)    5279.     (feet)  VERTCON   
 ET1023  ___________________________________________________________________
 ET1023  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 ET1023  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 ET1023  HORZ ORDER  -  FIRST
 ET1023
 ET1023.The horizontal coordinates were established by classical geodetic methods
 ET1023.and adjusted by the National Geodetic Survey in August 1993.
 ET1023
 ET1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1023
 ET1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1023
 ET1023.The geoid height was determined by GEOID03.
 ET1023
 ET1023;                    North         East     Units Scale Factor Converg.
 ET1023;SPC AZ W     -   406,368.448   244,071.845   MT  0.99994495   +0 11 26.1
 ET1023;SPC AZ W     - 1,333,229.82    800,760.65   iFT  0.99994495   +0 11 26.1
 ET1023;SPC AZ C     -   407,325.134    76,039.118   MT  1.00013235   -0 51 08.2
 ET1023;SPC AZ C     - 1,336,368.55    249,472.17   iFT  1.00013235   -0 51 08.2
 ET1023;UTM  12      - 3,838,437.150   278,714.742   MT  1.00020358   -1 22 26.7
 ET1023
 ET1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1023!SPC AZ W     -   0.99975198  x   0.99994495  =   0.99969694
 ET1023!SPC AZ C     -   0.99975198  x   1.00013235  =   0.99988430
 ET1023!UTM  12      -   0.99975198  x   1.00020358  =   0.99995551
 ET1023
 ET1023:                Primary Azimuth Mark                     Grid Az
 ET1023:SPC AZ W     -  LOAF AZ MK                               154 51 02.1
 ET1023:SPC AZ C     -  LOAF AZ MK                               155 53 36.4
 ET1023:UTM  12      -  LOAF AZ MK                               156 24 54.9
 ET1023
 ET1023|---------------------------------------------------------------------|
 ET1023| PID    Reference Object                     Distance      Geod. Az  |
 ET1023|                                                           dddmmss.s |
 ET1023| CH3561 LOAF AZ MK                                         1550228.2 |
 ET1023| CH3562 LOAF RM 1                             6.734 METERS 24549     |
 ET1023| CH3563 LOAF RM 2                            12.898 METERS 32111     |
 ET1023|---------------------------------------------------------------------|
 ET1023
 ET1023                          SUPERSEDED SURVEY CONTROL
 ET1023
 ET1023  NAD 83(1986)-  34 39 50.42869(N)    113 24 53.69976(W) AD(       ) 1
 ET1023  NAD 27      -  34 39 50.37200(N)    113 24 50.96200(W) AD(       ) 1
 ET1023  NGVD 29 (07/19/86) 1608.2    (m)         5276.     (f) VERT ANG    3  
 ET1023
 ET1023.Superseded values are not recommended for survey control.
 ET1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1023.See file dsdata.txt to determine how the superseded data were derived.
 ET1023
 ET1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7871538437(NAD 83)
 ET1023_MARKER: DS = TRIANGULATION STATION DISK
 ET1023_SETTING: 66 = SET IN ROCK OUTCROP
 ET1023
 ET1023  HISTORY     - Date     Condition        Report By
 ET1023  HISTORY     - 1944     MONUMENTED       CGS
 ET1023  HISTORY     - 1948     SEE DESCRIPTION  CGS
 ET1023  HISTORY     - 1979     GOOD             AZDT
 ET1023  HISTORY     - 1980     GOOD             AZDT
 ET1023
 ET1023                          STATION DESCRIPTION
 ET1023
 ET1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1023'STATION IS ON A HIGH ROUND-TOPPED HILL ABOUT 12 MILES ESE OF
 ET1023'WIKIEUP.  THE HILL IS OF RED ROCK AND HAS RUGGED RED CLIFFS
 ET1023'TO THE S AND A DEEP SADDLE ABOUT A THIRD OF A MILE TO THE W.
 ET1023'STATION IS AT ABOUT THE CENTER OF THE HILL.
 ET1023'
 ET1023'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 ET1023'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE.  IT IS STAMPED
 ET1023'LOAF 1944.
 ET1023'
 ET1023'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 ET1023'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 ET1023'LOAF NO 1 1944.  MARK IS SET IN THE SIDE OF THE ROCK AND AT
 ET1023'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 ET1023'
 ET1023'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1023'THAT PROJECTS ABOUT 10 INCHES ABOVE THE SURROUNDING SURFACE
 ET1023'AND IS STAMPED LOAF NO 2 1944.  IT IS ABOUT 10 INCHES IN
 ET1023'HIGHER IN ELEVATION THAN THE STATION MARK.
 ET1023'
 ET1023'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER THAT
 ET1023'IS ABOUT 4 FEET HIGH AND IS STAMPED LOAF 1944.  IT IS ON A
 ET1023'RIDGE.
 ET1023'
 ET1023'TO REACH STATION FROM PIKES PLACE, GO NW ON THE HILLSIDE-BAGDAD
 ET1023'ROAD FOR 3.2 MILES TO ROAD LEADING LEFT TOWARD WIKIEUP AND
 ET1023'KINGMAN, TURN LEFT AND CONTINUE ON THE MAIN ROAD FOR 27.3
 ET1023'MILES TO A TRACK ROAD LEADING TO THE RIGHT UP A WIDE SANDY
 ET1023'WASH.  TURN RIGHT AND GO UP THE WASH FOR 0.8 MILE TO A CORRAL
 ET1023'AND SOME CONCRETE STRUCTURES, PASS THESE AND CONTINUE FOR 0.5
 ET1023'MILE TO A FORK IN THE WASH (A LARGE RED BLUFF CAN BE SEEN ABOUT
 ET1023'1 MILE TO THE RIGHT), TAKE LEFT FORK AND CONTINUE FOR 0.2 MILE
 ET1023'TO ANOTHER FORK, HERE TAKE THE RIGHT FORK AND CONTINUE UP THE
 ET1023'WASH 0.6 MILE TO A CORRAL.  PASS THROUGH THE CORRAL AND
 ET1023'CONTINUE FOR 0.6 MILE TO ANOTHER FORK IN THE WASH.  AT THIS
 ET1023'FORK A RIDGE CAN BE SEEN TO THE RIGHT AND IT IS ON THIS
 ET1023'RIDGE THAT THE AZIMUTH MARK IS LOCATED.  THE MARK IS ABOUT
 ET1023'800 FEET FROM THE FORKS, ALONG THE PORTION OF THE RIDGE THAT
 ET1023'HAS ROUGH OUTCROP TO THE W, ABOUT 30 FEET E OF THE W
 ET1023'EDGE, ABOUT THE SAME DISTANCE FROM THE E EDGE OF THE
 ET1023'RIDGE, AND IN A LARGE BOULDER.  FROM THIS FORK KEEP LEFT
 ET1023'AND CONTINUE FOR 0.2 MILE, THEN BEAR RIGHT FOR 0.3 MILE TO
 ET1023'THE END OF TRUCK TRAVEL.  THE STATION CAN BE SEEN TO THE N.
 ET1023'PACK TOWARD IT OVER A SMALL RIDGE, THENCE UP SADDLE TO
 ET1023'THE SUMMIT AND RIGHT TO THE TOP AND STATION.
 ET1023
 ET1023                          STATION RECOVERY (1948)
 ET1023
 ET1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1023'THE STATION IS ABOUT 12 MILES, AIRLINE, E.S.E. OF WIKIEUP,
 ET1023'ON A HIGH FLAT-TOPPED MOUNTAIN WHICH HAS RUGGED RED CLIFFS ON
 ET1023'THE S. SIDE AND IS DIVIDED INTO TWO BUTTES BY A DEEP SADDLE.
 ET1023'IT IS ON THE EASTERN-MOST OF THE TWO BUTTES WHICH IS SLIGHTLY
 ET1023'LOWER THAN THE ONE TO THE WEST.
 ET1023'
 ET1023'THE STATION MARK IS IN GOOD CONDITION AND IS AS DESCRIBED.  IT
 ET1023'IS A STANDARD DISK CEMENTED IN A DRILL HOLE OF OUTCROPPING
 ET1023'BEDROCK WHICH IS NEARLY FLUSH WITH THE SURROUNDING SURFACE AND IS
 ET1023'STAMPED LOAF 1944.
 ET1023'
 ET1023'REFERENCE MARK NO. 1 IS IN GOOD CONDITION.  A DISCREPANCY IN
 ET1023'THE MEASUREMENT IS NOTED ABOVE.  IT IS A STANDARD DISK CEMENTED
 ET1023'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS SLIGHTLY
 ET1023'TILTED AND NEARLY FLUSH WITH THE SURFACE.  IT IS STAMPED
 ET1023'LOAF NO 1 1944.
 ET1023'
 ET1023'REFERENCE MARK NO. 2 IS IN GOOD CONDITION AND AS DESCRIBED.
 ET1023'IT IS A STANDARD DISK CEMENTED IN A 3 FT. BY 3 FT. RECTANGULAR
 ET1023'SHAPED OUTCROP OF BEDROCK WHICH PROJECTS 12 IN ABOVE THE
 ET1023'SURFACE OF THE GROUND.  IT IS STAMPED LOAF NO 2 1944.
 ET1023'
 ET1023'CONSIDERABLE DIFFICULTY WAS ENCOUNTERED IN RECOVERING THE
 ET1023'AZIMUTH MARK AND IT WAS NOT FOUND UNTIL AFTER THE O PARTY
 ET1023'UNIT HAD OCCUPIED THE STATION.  IT IS ON THE SOUTHERN SLOPE
 ET1023'OF A LONG LOW RIDGE ABOUT 1-1/2 MILES S.E. OF THE STATION.
 ET1023'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 ET1023'WHICH IS APPROXIMATELY 6 FEET IN DIAMETER AND PROJECTS ABOUT
 ET1023'3 FEET.  IT IS STAMPED LOAF 1944.
 ET1023'
 ET1023'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP GO S.E.
 ET1023'ON A BLADED ROAD FOR 1.1 MILES TO A FORK.  TURN LEFT AND GO
 ET1023'0.7 MILE AND CROSS THE BIG DANDY RIVER.  CONTINUE 3.4 MILES
 ET1023'TO A FORK.  TAKE THE LEFT FORK OF MAIN TRAVELED ROAD FOR 4.4
 ET1023'MILES TO A FORK AND SIGN SIGNAL.  TAKE THE LEFT FORK AND GO
 ET1023'2.1 MILES TO A CATTLE GUARD.  CONTINUE 4.8 MILES TO A CATTLE
 ET1023'GUARD.  CONTINUE 3.0 MILES TO A SANDY WASH.  TURN LEFT UP WASH
 ET1023'AND GO 0.8 MILE TO A CORRAL AND SOME CONCRETE TROUGHS.
 ET1023'CONTINUE NORTHERLY UP WASH FOR 0.5 MILE TO A POINT WHERE THE
 ET1023'WASH FORKS.  TAKE THE LEFT FORK AND CONTINUE 0.2 MILE TO A
 ET1023'FORK.  TAKE THE RIGHT FORK FOR 0.6 MILE TO A CORRAL.
 ET1023'PASS TO THE LEFT THROUGH A GATE AND CONTINUE UP WASH FOR
 ET1023'0.6 MILE TO A FORK IN THE WASH.  THE AZIMUTH MARK IS ON THE
 ET1023'RIDGE IN THE MIDDLE OF THE FORKS AND IS ABOUT 1/2 MILE
 ET1023'NORTH.  TAKE THE LEFT FORK AND GO ABOUT 0.5 MILE TO THE END
 ET1023'OF TRUCK TRAVEL.  FROM HERE THE STATION CAN BE SEEN TO
 ET1023'THE NORTH.  PACK NORTHWESTERLY TO A SADDLE IN THE RIDGE
 ET1023'THENCE RIGHT TO THE HIGHEST POINT AND STATION.  A 1-1/2
 ET1023'HOUR BACK PACK.
 ET1023
 ET1023                          STATION RECOVERY (1979)
 ET1023
 ET1023'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1023'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 ET1023'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW
 ET1023'ROUTE TO THE STATION FOLLOWS.
 ET1023'
 ET1023'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SOUTHEAST
 ET1023'ALONG U.S. HIGHWAY 93 FOR 8.1 MILES TO A SIDE ROAD LEFT AT SIGN SIGNAL
 ET1023'TURN LEFT AND FOLLOW MAIN BLADED ROAD FOR 6.5 MILES TO BIG SANDY WASH.
 ET1023'TURN LEFT UP WASH FOR 0.8 MILE TO AN OLD CORRAL AND CONCRETE WATERING
 ET1023'TROUGHS, CONTINUE NORTH UP WASH FOR 0.5 MILE TO A POINT WHERE WASH
 ET1023'FORKS, TAKE LEFT FORK AND CONTINUE 0.2 MILE TO A FORK.  TURN RIGHT UP
 ET1023'WASH FOR 0.6 MILE TO AN OLD CORRAL ON THE RIGHT, CONTINUE UP WASH FOR
 ET1023'0.6 MILE TO A FORK IN THE WASH, TAKE THE LEFT FORK FOR ABOUT 0.5 MILE
 ET1023'TO THE END OF TRUCK TRAVEL.  THE STATION IS VISIBLE TO THE NORTH FROM
 ET1023'THIS POINT.  PACK NORTHWEST TO SADDLE ON THE RIDGE, THEN BEAR RIGHT TO
 ET1023'THE HIGHEST POINT AND STATION.
 ET1023
 ET1023                          STATION RECOVERY (1980)
 ET1023
 ET1023'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1023'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 ET1023'AS PREVIOUSLY DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS
 ET1023'
 ET1023'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTH ON
 ET1023'U.S. HIGHWAY 93 FOR 8.1 MILES TO A ROAD LEFT AT A SIGN READING SIGNAL.
 ET1023'TURN LEFT AND FOLLOW MAIN BLADED TRAIL FOR 6.5 MILES TO BIG SANDY WASH
 ET1023'TURN LEFT UP WASH, DO NOT FOLLOW THE TRAIL ON THE LEFT SIDE OF THE
 ET1023'WASH.  TRAVEL UP WASH FOR 0.8 MILE TO AN OLD CORRAL, CONTINUE UP WASH
 ET1023'IN A NORTHERLY DIRECTION FOR 0.5 MILE TO A FORK IN THE WASH.  TAKE THE
 ET1023'LEFT FORK FOR 0.2 MILE TO ANOTHER FORK, TAKE THE RIGHT FORK FOR 0.6
 ET1023'MILE TO AN OLD CORRAL ON THE RIGHT, CONTINUE UP WASH FOR 0.6 MILE TO A
 ET1023'FORK IN THE WASH.  TAKE THE LEFT FORK FOR ABOUT 0.5 MILE TO THE END OF
 ET1023'TRUCK TRAVEL.  THE STATION CAN BE SEEN TO THE NORTH FROM THIS POINT,
 ET1023'PACK NORTHWESTERLY TO A SADDLE IN THE RIDGE THEN RIGHT TO HIGHEST
 ET1023'POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5758 ***********************************************************************
 DH5758  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5758  DESIGNATION -  LOBO
 DH5758  PID         -  DH5758
 DH5758  STATE/COUNTY-  AZ/COCHISE
 DH5758  USGS QUAD   -  HUACHUCA CITY (1982)
 DH5758
 DH5758                         *CURRENT SURVEY CONTROL
 DH5758  ___________________________________________________________________
 DH5758* NAD 83(2007)-  31 43 50.75251(N)    110 21 03.33980(W)     ADJUSTED  
 DH5758* NAVD 88     -      1339.54   (meters)    4394.8    (feet)  GPS OBS   
 DH5758  ___________________________________________________________________
 DH5758  EPOCH DATE  -        2007.00
 DH5758  X           -  -1,888,711.520 (meters)                     COMP
 DH5758  Y           -  -5,091,936.522 (meters)                     COMP
 DH5758  Z           -   3,335,766.502 (meters)                     COMP
 DH5758  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DH5758  ELLIP HEIGHT-        1311.570 (meters)          (02/10/07) ADJUSTED
 DH5758  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DH5758
 DH5758  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5758  Type    PID    Designation                      North   East  Ellip
 DH5758  -------------------------------------------------------------------
 DH5758  NETWORK DH5758 LOBO                              1.14   0.98   3.19
 DH5758  -------------------------------------------------------------------
 DH5758
 DH5758.The horizontal coordinates were established by GPS observations
 DH5758.and adjusted by the National Geodetic Survey in February 2007.
 DH5758
 DH5758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5758.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5758.The horizontal coordinates are valid at the epoch date displayed above.
 DH5758.The epoch date for horizontal control is a decimal equivalence
 DH5758.of Year/Month/Day.
 DH5758
 DH5758.The orthometric height was determined by GPS observations and a
 DH5758.high-resolution geoid model.
 DH5758.The orthometric height was determined by GPS observations and a
 DH5758.high-resolution geoid model using precise GPS observation and
 DH5758.processing techniques.
 DH5758
 DH5758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5758
 DH5758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5758
 DH5758.The ellipsoidal height was determined by GPS observations
 DH5758.and is referenced to NAD 83.
 DH5758
 DH5758.The geoid height was determined by GEOID03.
 DH5758
 DH5758;                    North         East     Units Scale Factor Converg.
 DH5758;SPC AZ E     -    81,030.752   195,899.641   MT  0.99990376   -0 05 48.9
 DH5758;SPC AZ E     -   265,848.92    642,715.36   iFT  0.99990376   -0 05 48.9
 DH5758;UTM  12      - 3,510,776.786   561,487.411   MT  0.99964663   +0 20 29.0
 DH5758
 DH5758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5758!SPC AZ E     -   0.99979410  x   0.99990376  =   0.99969788
 DH5758!UTM  12      -   0.99979410  x   0.99964663  =   0.99944080
 DH5758
 DH5758                          SUPERSEDED SURVEY CONTROL
 DH5758
 DH5758  NAD 83(1992)-  31 43 50.75227(N)    110 21 03.33942(W) AD(       ) B
 DH5758  ELLIP H (08/22/05) 1311.582  (m)                       GP(       ) 4 2
 DH5758
 DH5758.Superseded values are not recommended for survey control.
 DH5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5758.See file dsdata.txt to determine how the superseded data were derived.
 DH5758
 DH5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6148710777(NAD 83)
 DH5758_MARKER: DD = SURVEY DISK
 DH5758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5758_STAMPING: LOBO 2004
 DH5758_MARK LOGO: AZ-003
 DH5758_PROJECTION: FLUSH
 DH5758_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5758+STABILITY: SURFACE MOTION
 DH5758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5758+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5758
 DH5758  HISTORY     - Date     Condition        Report By
 DH5758  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5758
 DH5758                          STATION DESCRIPTION
 DH5758
 DH5758'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5758'FROM THE POST OFFICE IN HUACHUCA CITY, AZ, TRAVEL NORTH ON SR 90 5.2
 DH5758'MILES TO A GATE ON THE WEST R.O.W. FENCE OF HWY 90, THE GATE HAS A
 DH5758'SIGN SAYING SANDS RANCH. ENTER GATE AND THE SATION  IS APPROXIMATELY
 DH5758'250 FEET SOUTH OF THE GATE, AND 120 FEET NW OF A BOX CULVERT ON THE
 DH5758'HWY.
 DH5758' 
 DH5758'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5758'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5758'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1426 ***********************************************************************
 DU1426  DESIGNATION -  LOC 106 A
 DU1426  PID         -  DU1426
 DU1426  STATE/COUNTY-  AZ/MARICOPA
 DU1426  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1426
 DU1426                         *CURRENT SURVEY CONTROL
 DU1426  ___________________________________________________________________
 DU1426* NAD 83(1986)-  33 23 12.     (N)    111 37 14.     (W)     SCALED    
 DU1426* NAVD 88     -       454.668  (meters)    1491.69   (feet)  ADJUSTED  
 DU1426  ___________________________________________________________________
 DU1426  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1426  DYNAMIC HT  -         454.122 (meters)    1489.90  (feet)  COMP
 DU1426  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 DU1426
 DU1426  VERT ORDER  -  FIRST     CLASS I
 DU1426
 DU1426.The horizontal coordinates were scaled from a topographic map and have
 DU1426.an estimated accuracy of +/- 6 seconds.
 DU1426
 DU1426.The orthometric height was determined by differential leveling
 DU1426.and adjusted in November 1993.
 DU1426
 DU1426.The geoid height was determined by GEOID03.
 DU1426
 DU1426.The dynamic height is computed by dividing the NAVD 88
 DU1426.geopotential number by the normal gravity value computed on the
 DU1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1426.degrees latitude (g = 980.6199 gals.).
 DU1426
 DU1426.The modeled gravity was interpolated from observed gravity values.
 DU1426
 DU1426;                    North         East    Units  Estimated Accuracy
 DU1426;SPC AZ C     -   264,670.      240,910.      MT  (+/- 180 meters Scaled)
 DU1426
 DU1426                          SUPERSEDED SURVEY CONTROL
 DU1426
 DU1426  NGVD 29 (??/??/92)  454.007  (m)         1489.52   (f) ADJ UNCH    1 1
 DU1426
 DU1426.Superseded values are not recommended for survey control.
 DU1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1426.See file dsdata.txt to determine how the superseded data were derived.
 DU1426
 DU1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB422943(NAD 83)
 DU1426_MARKER: I = METAL ROD
 DU1426_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1426+WITH SETTING: INFORMATION.
 DU1426_SP_SET: SHALLOW SET METAL ROD
 DU1426_MARK LOGO: NONE  
 DU1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1426
 DU1426  HISTORY     - Date     Condition        Report By
 DU1426  HISTORY     - UNK      MONUMENTED       NGS
 DU1426  HISTORY     - 1975     GOOD             AZDT
 DU1426  HISTORY     - 1984     GOOD             AZDT
 DU1426  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1426
 DU1426                          STATION DESCRIPTION
 DU1426
 DU1426'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1426'6.75 MI SE FROM BUCKHORN.
 DU1426'FROM THE INTERSECTION OF CRISMON ROAD AND THE FREEWAY CENTERLINE, WEST
 DU1426'ALONG THE CENTERLINE FOR ABOUT 1700 FT., THENCE SOUTH ABOUT 150 FT.
 DU1426'AND TO THE STATION.  150 FT. RIGHT AND SOUTH OF STATION 1060+00.
 DU1426'LOCATION GUARD STAKE SAYS, L 1060.  SUPERSTITION FREEWAY BETWEEN POWER
 DU1426'ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1426
 DU1426                          STATION RECOVERY (1984)
 DU1426
 DU1426'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1426'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1426'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1426'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 0.52 KM.  (0.32
 DU1426'MI.), THEN 45.7 METERS (150.0 FT.) SOUTH TO STA. 45.7 METERS (150.0
 DU1426'FT.) RIGHT AND SOUTH OF STATION 1060+00, LOCATION GUARD STAKE SAYS L
 DU1426'1060, A 5/8 INCH REBAR SET FLUSH.
 DU1426
 DU1426                          STATION RECOVERY (2008)
 DU1426
 DU1426'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1426'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1426'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1426' 
 DU1426' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1427 ***********************************************************************
 DU1427  DESIGNATION -  LOC 107 A
 DU1427  PID         -  DU1427
 DU1427  STATE/COUNTY-  AZ/MARICOPA
 DU1427  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1427
 DU1427                         *CURRENT SURVEY CONTROL
 DU1427  ___________________________________________________________________
 DU1427* NAD 83(1986)-  33 23 12.     (N)    111 37 02.     (W)     SCALED    
 DU1427* NAVD 88     -       456.189  (meters)    1496.68   (feet)  ADJUSTED  
 DU1427  ___________________________________________________________________
 DU1427  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1427  DYNAMIC HT  -         455.642 (meters)    1494.89  (feet)  COMP
 DU1427  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 DU1427
 DU1427  VERT ORDER  -  FIRST     CLASS I
 DU1427
 DU1427.The horizontal coordinates were scaled from a topographic map and have
 DU1427.an estimated accuracy of +/- 6 seconds.
 DU1427
 DU1427.The orthometric height was determined by differential leveling
 DU1427.and adjusted in November 1993.
 DU1427
 DU1427.The geoid height was determined by GEOID03.
 DU1427
 DU1427.The dynamic height is computed by dividing the NAVD 88
 DU1427.geopotential number by the normal gravity value computed on the
 DU1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1427.degrees latitude (g = 980.6199 gals.).
 DU1427
 DU1427.The modeled gravity was interpolated from observed gravity values.
 DU1427
 DU1427;                    North         East    Units  Estimated Accuracy
 DU1427;SPC AZ C     -   264,670.      241,220.      MT  (+/- 180 meters Scaled)
 DU1427
 DU1427                          SUPERSEDED SURVEY CONTROL
 DU1427
 DU1427  NGVD 29 (??/??/92)  456.093  (m)         1496.37   (f) ADJ UNCH    1 1
 DU1427
 DU1427.Superseded values are not recommended for survey control.
 DU1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1427.See file dsdata.txt to determine how the superseded data were derived.
 DU1427
 DU1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB425943(NAD 83)
 DU1427_MARKER: I = METAL ROD
 DU1427_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1427+WITH SETTING: INFORMATION.
 DU1427_SP_SET: SHALLOW SET METAL ROD
 DU1427_MARK LOGO: NONE  
 DU1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1427
 DU1427  HISTORY     - Date     Condition        Report By
 DU1427  HISTORY     - UNK      MONUMENTED       NGS
 DU1427  HISTORY     - 1975     GOOD             AZDT
 DU1427  HISTORY     - 1984     GOOD             AZDT
 DU1427  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1427  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1427
 DU1427                          STATION DESCRIPTION
 DU1427
 DU1427'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1427'6.9 MI SE FROM BUCKHORN.
 DU1427'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND CRISMON ROAD, WEST
 DU1427'ALONG THE CENTERLINE FOR ABOUT 700 FT., THENCE SOUTH 150 FT. AND TO
 DU1427'THE STATION.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE.  MARKED BY
 DU1427'LOCATION GUARD STAKES.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND
 DU1427'APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1427
 DU1427                          STATION RECOVERY (1984)
 DU1427
 DU1427'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1427'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1427'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1427'TRAVEL WEST ALONG STATE ROUTE 360 CENTERLINE FOR 0.22 KM.  (0.14
 DU1427'MI.), THEN 45.7 METERS (150.0 FT.) SOUTH TO THE STATION, 45.7 METERS
 DU1427'(150.0 FT.) RIGHT, SOUTH OF THE CENTERLINE, MARKED BY LOCATION GUARD
 DU1427'STAKES, A 5/8 INCH REBAR SET FLUSH.
 DU1427
 DU1427                          STATION RECOVERY (2007)
 DU1427
 DU1427'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1427'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1427'OCCURRED IN THIS AREA OF US 60. THE AREA IS NOW NEAR THE CRISMON ROAD
 DU1427'OVERPASS AND US 60 EXIT RAMP, AND THE CENTER MEDIAN STRIP FOR US 60 IS
 DU1427'NOW ALL CONCRETE WITH A CONCRETE DIVIDER. THE STAKES WERE NOT FOUND.
 DU1427
 DU1427                          STATION RECOVERY (2008)
 DU1427
 DU1427'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1427'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1427'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1427' 
 DU1427' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1439 ***********************************************************************
 DU1439  DESIGNATION -  LOC 113 A
 DU1439  PID         -  DU1439
 DU1439  STATE/COUNTY-  AZ/MARICOPA
 DU1439  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1439
 DU1439                         *CURRENT SURVEY CONTROL
 DU1439  ___________________________________________________________________
 DU1439* NAD 83(1986)-  33 23 11.     (N)    111 35 50.     (W)     SCALED    
 DU1439* NAVD 88     -       467.243  (meters)    1532.95   (feet)  ADJUSTED  
 DU1439  ___________________________________________________________________
 DU1439  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU1439  DYNAMIC HT  -         466.681 (meters)    1531.10  (feet)  COMP
 DU1439  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 DU1439
 DU1439  VERT ORDER  -  FIRST     CLASS I
 DU1439
 DU1439.The horizontal coordinates were scaled from a topographic map and have
 DU1439.an estimated accuracy of +/- 6 seconds.
 DU1439
 DU1439.The orthometric height was determined by differential leveling
 DU1439.and adjusted in November 1993.
 DU1439
 DU1439.The geoid height was determined by GEOID03.
 DU1439
 DU1439.The dynamic height is computed by dividing the NAVD 88
 DU1439.geopotential number by the normal gravity value computed on the
 DU1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1439.degrees latitude (g = 980.6199 gals.).
 DU1439
 DU1439.The modeled gravity was interpolated from observed gravity values.
 DU1439
 DU1439;                    North         East    Units  Estimated Accuracy
 DU1439;SPC AZ C     -   264,650.      243,080.      MT  (+/- 180 meters Scaled)
 DU1439
 DU1439                          SUPERSEDED SURVEY CONTROL
 DU1439
 DU1439  NGVD 29 (??/??/92)  467.035  (m)         1532.26   (f) ADJ UNCH    1 1
 DU1439
 DU1439.Superseded values are not recommended for survey control.
 DU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1439.See file dsdata.txt to determine how the superseded data were derived.
 DU1439
 DU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB444942(NAD 83)
 DU1439_MARKER: Z = SEE DESCRIPTION
 DU1439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1439_SP_SET: SHALLOW-SET PIPE
 DU1439_MARK LOGO: NONE  
 DU1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1439
 DU1439  HISTORY     - Date     Condition        Report By
 DU1439  HISTORY     - UNK      MONUMENTED       NGS
 DU1439  HISTORY     - 1975     GOOD             AZDT
 DU1439  HISTORY     - 1984     GOOD             AZDT
 DU1439  HISTORY     - 20071126 MARK NOT FOUND   GEOCAC
 DU1439
 DU1439                          STATION DESCRIPTION
 DU1439
 DU1439'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1439'7.85 MI SE FROM BUCKHORN.
 DU1439'150 FT. SOUTH OF THE INTERSECTION OF THE FREEWAY CENTERLINE AND SIGNAL
 DU1439'BUTTE ROAD.  10 FT. EAST OF A DRAIN WHICH HAS DEVELOPED FROM THE
 DU1439'FORMER SITE OF SIGNAL BUTTE ROAD.  25 FT. EAST OF THE CENTERLINE OF A
 DU1439'TRACK ROAD.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1439'JUNCTION.  A 5/8 IN. PIPE, UP 0.1 FT.
 DU1439
 DU1439                          STATION RECOVERY (1984)
 DU1439
 DU1439'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1439'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1439'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1439'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 1.61 KM.  (1.0 MI.),
 DU1439'THEN SOUTH FOR 45.72 METERS (150 FT.) TO THE STATION.
 DU1439
 DU1439                          STATION RECOVERY (2007)
 DU1439
 DU1439'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1439'THE DESCRIBED LOCATION IS IN THE CURB LANE OF SIGNAL BUTTE ROAD.
 DU1439'ALMOST CERTAINLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1440 ***********************************************************************
 DU1440  DESIGNATION -  LOC 114 A
 DU1440  PID         -  DU1440
 DU1440  STATE/COUNTY-  AZ/MARICOPA
 DU1440  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1440
 DU1440                         *CURRENT SURVEY CONTROL
 DU1440  ___________________________________________________________________
 DU1440* NAD 83(1986)-  33 23 12.     (N)    111 35 38.     (W)     SCALED    
 DU1440* NAVD 88     -       469.592  (meters)    1540.65   (feet)  ADJUSTED  
 DU1440  ___________________________________________________________________
 DU1440  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU1440  DYNAMIC HT  -         469.027 (meters)    1538.80  (feet)  COMP
 DU1440  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 DU1440
 DU1440  VERT ORDER  -  FIRST     CLASS I
 DU1440
 DU1440.The horizontal coordinates were scaled from a topographic map and have
 DU1440.an estimated accuracy of +/- 6 seconds.
 DU1440
 DU1440.The orthometric height was determined by differential leveling
 DU1440.and adjusted in November 1993.
 DU1440
 DU1440.The geoid height was determined by GEOID03.
 DU1440
 DU1440.The dynamic height is computed by dividing the NAVD 88
 DU1440.geopotential number by the normal gravity value computed on the
 DU1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1440.degrees latitude (g = 980.6199 gals.).
 DU1440
 DU1440.The modeled gravity was interpolated from observed gravity values.
 DU1440
 DU1440;                    North         East    Units  Estimated Accuracy
 DU1440;SPC AZ C     -   264,680.      243,390.      MT  (+/- 180 meters Scaled)
 DU1440
 DU1440                          SUPERSEDED SURVEY CONTROL
 DU1440
 DU1440  NGVD 29 (??/??/92)  468.928  (m)         1538.47   (f) ADJ UNCH    1 1
 DU1440
 DU1440.Superseded values are not recommended for survey control.
 DU1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1440.See file dsdata.txt to determine how the superseded data were derived.
 DU1440
 DU1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB447943(NAD 83)
 DU1440_MARKER: I = METAL ROD
 DU1440_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1440+WITH SETTING: INFORMATION.
 DU1440_SP_SET: SHALLOW SET METAL ROD
 DU1440_MARK LOGO: NONE  
 DU1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1440
 DU1440  HISTORY     - Date     Condition        Report By
 DU1440  HISTORY     - UNK      MONUMENTED       NGS
 DU1440  HISTORY     - 1975     GOOD             AZDT
 DU1440  HISTORY     - 1984     GOOD             AZDT
 DU1440  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1440
 DU1440                          STATION DESCRIPTION
 DU1440
 DU1440'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1440'7.9 MI SE FROM BUCKHORN.
 DU1440'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD AND THE FREEWAY CENTERLINE,
 DU1440'EAST ON THE CENTERLINE FOR ABOUT 1000 FT. AND TO THE STATION ON THE
 DU1440'RIGHT.  150 FT. RIGHT AND SOUTH OF THE CENTERLINE. MARKED BY LOCATION
 DU1440'GUARD STAKES.  SUPERSTITION FREEWAY CENTERLINE BETWEEN POWER ROAD AND
 DU1440'APACHE JUNC.  A REBAR, UP 0.05 FT.
 DU1440
 DU1440                          STATION RECOVERY (1984)
 DU1440
 DU1440'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1440'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1440'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1440'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 2.01 KM.  (1.25
 DU1440'MI.), THEN 45.72 METERS (150 FT.) SOUTH OF THE CENTERLINE.
 DU1440
 DU1440                          STATION RECOVERY (2008)
 DU1440
 DU1440'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1440'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1440'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1440' 
 DU1440' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1450 ***********************************************************************
 DU1450  DESIGNATION -  LOC 121 A
 DU1450  PID         -  DU1450
 DU1450  STATE/COUNTY-  AZ/PINAL
 DU1450  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1450
 DU1450                         *CURRENT SURVEY CONTROL
 DU1450  ___________________________________________________________________
 DU1450* NAD 83(1986)-  33 23 12.     (N)    111 34 20.     (W)     SCALED    
 DU1450* NAVD 88     -       483.792  (meters)    1587.24   (feet)  ADJUSTED  
 DU1450  ___________________________________________________________________
 DU1450  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1450  DYNAMIC HT  -         483.207 (meters)    1585.32  (feet)  COMP
 DU1450  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 DU1450
 DU1450  VERT ORDER  -  FIRST     CLASS I
 DU1450
 DU1450.The horizontal coordinates were scaled from a topographic map and have
 DU1450.an estimated accuracy of +/- 6 seconds.
 DU1450
 DU1450.The orthometric height was determined by differential leveling
 DU1450.and adjusted in November 1993.
 DU1450
 DU1450.The geoid height was determined by GEOID03.
 DU1450
 DU1450.The dynamic height is computed by dividing the NAVD 88
 DU1450.geopotential number by the normal gravity value computed on the
 DU1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1450.degrees latitude (g = 980.6199 gals.).
 DU1450
 DU1450.The modeled gravity was interpolated from observed gravity values.
 DU1450
 DU1450;                    North         East    Units  Estimated Accuracy
 DU1450;SPC AZ C     -   264,690.      245,410.      MT  (+/- 180 meters Scaled)
 DU1450
 DU1450                          SUPERSEDED SURVEY CONTROL
 DU1450
 DU1450  NGVD 29 (??/??/92)  483.866  (m)         1587.48   (f) ADJ UNCH    1 1
 DU1450
 DU1450.Superseded values are not recommended for survey control.
 DU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1450.See file dsdata.txt to determine how the superseded data were derived.
 DU1450
 DU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467943(NAD 83)
 DU1450_MARKER: I = METAL ROD
 DU1450_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1450+WITH SETTING: INFORMATION.
 DU1450_SP_SET: SHALLOW SET METAL ROD
 DU1450_MARK LOGO: NONE  
 DU1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1450
 DU1450  HISTORY     - Date     Condition        Report By
 DU1450  HISTORY     - UNK      MONUMENTED       NGS
 DU1450  HISTORY     - 1975     GOOD             AZDT
 DU1450  HISTORY     - 1984     GOOD             AZDT
 DU1450  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1450
 DU1450                          STATION DESCRIPTION
 DU1450
 DU1450'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1450'6.3 MI SW FROM PALM SPRINGS.
 DU1450'FROM THE INTERSECTION OF MERIDIAN ROAD AND THE FREEWAY CENTERLINE,
 DU1450'EAST ALONG A ROAD ON THE SOUTH EDGE OF A FIELD TO AN EARTH DIKE, ABOUT
 DU1450'0.4 MILES, PACK TO THE CENTER OF THE SECTION AND TO THE STATION. 62
 DU1450'FT. EAST OF A FENCE CORNER.  MARKED BY LOCATION GUARD STAKES.
 DU1450'SUPERSTITION FREEWAY BETWEEN POW. ROAD AND APACHE JUNCTION. A REBAR,
 DU1450'UP 0.05 FT.
 DU1450
 DU1450                          STATION RECOVERY (1984)
 DU1450
 DU1450'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1450'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1450'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1450'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 4.02 KM.  (2.5 MI.)
 DU1450'TO THE STATION.
 DU1450
 DU1450                          STATION RECOVERY (2008)
 DU1450
 DU1450'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1450'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1450'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1450' 
 DU1450' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1451 ***********************************************************************
 DU1451  DESIGNATION -  LOC 121 A 1
 DU1451  PID         -  DU1451
 DU1451  STATE/COUNTY-  AZ/PINAL
 DU1451  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1451
 DU1451                         *CURRENT SURVEY CONTROL
 DU1451  ___________________________________________________________________
 DU1451* NAD 83(1986)-  33 23 12.     (N)    111 34 20.     (W)     SCALED    
 DU1451* NAVD 88     -       484.25   (+/-2cm)    1588.7    (feet)  VERTCON   
 DU1451  ___________________________________________________________________
 DU1451  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1451  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1451
 DU1451.The horizontal coordinates were scaled from a topographic map and have
 DU1451.an estimated accuracy of +/- 6 seconds.
 DU1451
 DU1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1451.The vertical order pertains to the NGVD 29 superseded value.
 DU1451
 DU1451.The geoid height was determined by GEOID03.
 DU1451
 DU1451;                    North         East    Units  Estimated Accuracy
 DU1451;SPC AZ C     -   264,690.      245,410.      MT  (+/- 180 meters Scaled)
 DU1451
 DU1451                          SUPERSEDED SURVEY CONTROL
 DU1451
 DU1451  NGVD 29 (??/??/92)  483.702  (m)         1586.95   (f) ADJ UNCH    1 1
 DU1451
 DU1451.Superseded values are not recommended for survey control.
 DU1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1451.See file dsdata.txt to determine how the superseded data were derived.
 DU1451
 DU1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467943(NAD 83)
 DU1451_MARKER: Z = SEE DESCRIPTION
 DU1451_SETTING: 0 = UNSPECIFIED SETTING
 DU1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1451
 DU1451  HISTORY     - Date     Condition        Report By
 DU1451  HISTORY     - UNK      MONUMENTED       NGS
 DU1451  HISTORY     - 1975     GOOD             AZDT
 DU1451  HISTORY     - 1975     GOOD             AZDT
 DU1451  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1451
 DU1451                          STATION DESCRIPTION
 DU1451
 DU1451'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1451'6.35 MI SW FROM PALM SPRINGS.
 DU1451'FROM THE INTERSECTION OF IRONWOOD AN THE SUPERSTITION FREEWAY
 DU1451'CENTERLINE, WEST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION ON
 DU1451'THE LEFT.  OPPOSITE AND SOUTH OF CENTERLINE BM 121A 150 FT. SOUTH OF
 DU1451'THE CENTERLINE.  65 FT. EAST OF A NORTH SOUTH FENCE LINE. SUPERSTITION
 DU1451'FREEWAY, SOUTH OF APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1451
 DU1451                          STATION RECOVERY (1975)
 DU1451
 DU1451'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1451'FROM THE INTERSECTION OF IRONWOOD AN THE SUPERSTITION FREEWAY
 DU1451'CENTERLINE, WEST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION ON
 DU1451'THE LEFT.  OPPOSITE AND SOUTH OF CENTERLINE BM 121A 150 FT. SOUTH OF
 DU1451'THE CENTERLINE.  65 FT. EAST OF A NORTH SOUTH FENCE LINE. SUPERSTITION
 DU1451'FREEWAY, SOUTH OF APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1451
 DU1451                          STATION RECOVERY (2008)
 DU1451
 DU1451'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1451'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1451'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1451' 
 DU1451' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1459 ***********************************************************************
 DU1459  DESIGNATION -  LOC 124
 DU1459  PID         -  DU1459
 DU1459  STATE/COUNTY-  AZ/PINAL
 DU1459  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1459
 DU1459                         *CURRENT SURVEY CONTROL
 DU1459  ___________________________________________________________________
 DU1459* NAD 83(1986)-  33 23 12.     (N)    111 33 38.     (W)     SCALED    
 DU1459* NAVD 88     -       491.486  (meters)    1612.48   (feet)  ADJUSTED  
 DU1459  ___________________________________________________________________
 DU1459  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU1459  DYNAMIC HT  -         490.891 (meters)    1610.53  (feet)  COMP
 DU1459  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 DU1459
 DU1459  VERT ORDER  -  FIRST     CLASS I
 DU1459
 DU1459.The horizontal coordinates were scaled from a topographic map and have
 DU1459.an estimated accuracy of +/- 6 seconds.
 DU1459
 DU1459.The orthometric height was determined by differential leveling
 DU1459.and adjusted in November 1993.
 DU1459
 DU1459.The geoid height was determined by GEOID03.
 DU1459
 DU1459.The dynamic height is computed by dividing the NAVD 88
 DU1459.geopotential number by the normal gravity value computed on the
 DU1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1459.degrees latitude (g = 980.6199 gals.).
 DU1459
 DU1459.The modeled gravity was interpolated from observed gravity values.
 DU1459
 DU1459;                    North         East    Units  Estimated Accuracy
 DU1459;SPC AZ C     -   264,690.      246,490.      MT  (+/- 180 meters Scaled)
 DU1459
 DU1459                          SUPERSEDED SURVEY CONTROL
 DU1459
 DU1459  NGVD 29 (??/??/92)  491.150  (m)         1611.38   (f) ADJ UNCH    1 1
 DU1459
 DU1459.Superseded values are not recommended for survey control.
 DU1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1459.See file dsdata.txt to determine how the superseded data were derived.
 DU1459
 DU1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB478942(NAD 83)
 DU1459_MARKER: I = METAL ROD
 DU1459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1459+WITH SETTING: INFORMATION.
 DU1459_SP_SET: SHALLOW SET METAL ROD
 DU1459_MARK LOGO: NONE  
 DU1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1459
 DU1459  HISTORY     - Date     Condition        Report By
 DU1459  HISTORY     - UNK      MONUMENTED       NGS
 DU1459  HISTORY     - 1975     GOOD             AZDT
 DU1459  HISTORY     - 1984     GOOD             AZDT
 DU1459  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1459
 DU1459                          STATION DESCRIPTION
 DU1459
 DU1459'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1459'5.65 MI SW FROM PALM SPRINGS.
 DU1459'ABOUT 400 FT. EAST ALONG THE CENTERLINE FROM THE CENTERLINE OF
 DU1459'IRONWOOD ROAD.  LOCATION GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN
 DU1459'POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1459
 DU1459                          STATION RECOVERY (1984)
 DU1459
 DU1459'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1459'RECOVERED IN GOOD CONDITION.
 DU1459
 DU1459                          STATION RECOVERY (2008)
 DU1459
 DU1459'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1459'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1459'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1459' 
 DU1459' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1460 ***********************************************************************
 DU1460  DESIGNATION -  LOC 125 CL
 DU1460  PID         -  DU1460
 DU1460  STATE/COUNTY-  AZ/PINAL
 DU1460  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1460
 DU1460                         *CURRENT SURVEY CONTROL
 DU1460  ___________________________________________________________________
 DU1460* NAD 83(1986)-  33 23 12.     (N)    111 33 32.     (W)     SCALED    
 DU1460* NAVD 88     -       493.88   (+/-2cm)    1620.3    (feet)  VERTCON   
 DU1460  ___________________________________________________________________
 DU1460  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU1460  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1460
 DU1460.The horizontal coordinates were scaled from a topographic map and have
 DU1460.an estimated accuracy of +/- 6 seconds.
 DU1460
 DU1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1460.The vertical order pertains to the NGVD 29 superseded value.
 DU1460
 DU1460.The geoid height was determined by GEOID03.
 DU1460
 DU1460;                    North         East    Units  Estimated Accuracy
 DU1460;SPC AZ C     -   264,690.      246,650.      MT  (+/- 180 meters Scaled)
 DU1460
 DU1460                          SUPERSEDED SURVEY CONTROL
 DU1460
 DU1460  NGVD 29 (??/??/92)  493.343  (m)         1618.58   (f) ADJ UNCH    1 1
 DU1460
 DU1460.Superseded values are not recommended for survey control.
 DU1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1460.See file dsdata.txt to determine how the superseded data were derived.
 DU1460
 DU1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB480942(NAD 83)
 DU1460_MARKER: Z = SEE DESCRIPTION
 DU1460_SETTING: 0 = UNSPECIFIED SETTING
 DU1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1460
 DU1460  HISTORY     - Date     Condition        Report By
 DU1460  HISTORY     - UNK      MONUMENTED       NGS
 DU1460  HISTORY     - 1975     GOOD             AZDT
 DU1460  HISTORY     - 1975     GOOD             AZDT
 DU1460  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1460
 DU1460                          STATION DESCRIPTION
 DU1460
 DU1460'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1460'5.5 MI SW FROM PALM SPRINGS.
 DU1460'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE FREEWAY CENTERLINE,
 DU1460'EAST ON THE CENTERLINE ABOUT 1400 FT. AND TO THE STATION.  ON
 DU1460'CENTERLINE.  MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY
 DU1460'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1460
 DU1460                          STATION RECOVERY (1975)
 DU1460
 DU1460'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1460'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE FREEWAY CENTERLINE,
 DU1460'EAST ON THE CENTERLINE ABOUT 1400 FT. AND TO THE STATION.  ON
 DU1460'CENTERLINE.  MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY
 DU1460'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1460
 DU1460                          STATION RECOVERY (2008)
 DU1460
 DU1460'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1460'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1460'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1460' 
 DU1460' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1462 ***********************************************************************
 DU1462  DESIGNATION -  LOC 126 A
 DU1462  PID         -  DU1462
 DU1462  STATE/COUNTY-  AZ/PINAL
 DU1462  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1462
 DU1462                         *CURRENT SURVEY CONTROL
 DU1462  ___________________________________________________________________
 DU1462* NAD 83(1986)-  33 23 12.     (N)    111 33 20.     (W)     SCALED    
 DU1462* NAVD 88     -       496.681  (meters)    1629.53   (feet)  ADJUSTED  
 DU1462  ___________________________________________________________________
 DU1462  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1462  DYNAMIC HT  -         496.079 (meters)    1627.55  (feet)  COMP
 DU1462  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 DU1462
 DU1462  VERT ORDER  -  FIRST     CLASS I
 DU1462
 DU1462.The horizontal coordinates were scaled from a topographic map and have
 DU1462.an estimated accuracy of +/- 6 seconds.
 DU1462
 DU1462.The orthometric height was determined by differential leveling
 DU1462.and adjusted in November 1993.
 DU1462
 DU1462.The geoid height was determined by GEOID03.
 DU1462
 DU1462.The dynamic height is computed by dividing the NAVD 88
 DU1462.geopotential number by the normal gravity value computed on the
 DU1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1462.degrees latitude (g = 980.6199 gals.).
 DU1462
 DU1462.The modeled gravity was interpolated from observed gravity values.
 DU1462
 DU1462;                    North         East    Units  Estimated Accuracy
 DU1462;SPC AZ C     -   264,690.      246,960.      MT  (+/- 180 meters Scaled)
 DU1462
 DU1462                          SUPERSEDED SURVEY CONTROL
 DU1462
 DU1462  NGVD 29 (??/??/92)  495.461  (m)         1625.53   (f) ADJ UNCH    1 1
 DU1462
 DU1462.Superseded values are not recommended for survey control.
 DU1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1462.See file dsdata.txt to determine how the superseded data were derived.
 DU1462
 DU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB483942(NAD 83)
 DU1462_MARKER: I = METAL ROD
 DU1462_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1462+WITH SETTING: INFORMATION.
 DU1462_SP_SET: SHALLOW SET METAL ROD
 DU1462_MARK LOGO: NONE  
 DU1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1462
 DU1462  HISTORY     - Date     Condition        Report By
 DU1462  HISTORY     - UNK      MONUMENTED       AZDT
 DU1462  HISTORY     - 1975     GOOD             AZDT
 DU1462  HISTORY     - 1984     GOOD             AZDT
 DU1462
 DU1462                          STATION DESCRIPTION
 DU1462
 DU1462'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1462'5.3 MI SW FROM PALM SPRINGS.
 DU1462'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE FREEWAY CENTERLINE,
 DU1462'EAST ON THE CENTERLINE ABOUT 2400 FT., THENCE SOUTH TO THE STATION.
 DU1462'150 FT. RIGHT, SOUTH OF THE CENTERLINE.  MARKED BY LOCATION GUARD
 DU1462'STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.
 DU1462'A REBAR, UP 0.05 FT.
 DU1462
 DU1462                          STATION RECOVERY (1984)
 DU1462
 DU1462'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1462'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1462'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1462'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 5.55 KM.  (3.45
 DU1462'MI.), THEN 45.72 METERS (150 FT.) SOUTH TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1461 ***********************************************************************
 DU1461  DESIGNATION -  LOC 126 CL
 DU1461  PID         -  DU1461
 DU1461  STATE/COUNTY-  AZ/PINAL
 DU1461  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1461
 DU1461                         *CURRENT SURVEY CONTROL
 DU1461  ___________________________________________________________________
 DU1461* NAD 83(1986)-  33 23 12.     (N)    111 33 20.     (W)     SCALED    
 DU1461* NAVD 88     -       496.31   (+/-2cm)    1628.3    (feet)  VERTCON   
 DU1461  ___________________________________________________________________
 DU1461  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU1461  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1461
 DU1461.The horizontal coordinates were scaled from a topographic map and have
 DU1461.an estimated accuracy of +/- 6 seconds.
 DU1461
 DU1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1461.The vertical order pertains to the NGVD 29 superseded value.
 DU1461
 DU1461.The geoid height was determined by GEOID03.
 DU1461
 DU1461;                    North         East    Units  Estimated Accuracy
 DU1461;SPC AZ C     -   264,690.      246,960.      MT  (+/- 180 meters Scaled)
 DU1461
 DU1461                          SUPERSEDED SURVEY CONTROL
 DU1461
 DU1461  NGVD 29 (??/??/92)  495.771  (m)         1626.54   (f) ADJ UNCH    1 1
 DU1461
 DU1461.Superseded values are not recommended for survey control.
 DU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1461.See file dsdata.txt to determine how the superseded data were derived.
 DU1461
 DU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB483942(NAD 83)
 DU1461_MARKER: Z = SEE DESCRIPTION
 DU1461_SETTING: 0 = UNSPECIFIED SETTING
 DU1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1461
 DU1461  HISTORY     - Date     Condition        Report By
 DU1461  HISTORY     - UNK      MONUMENTED       NGS
 DU1461  HISTORY     - 1975     GOOD             AZDT
 DU1461  HISTORY     - 1975     GOOD             AZDT
 DU1461  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1461
 DU1461                          STATION DESCRIPTION
 DU1461
 DU1461'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1461'5.3 MI SW FROM PALM SPRINGS.
 DU1461'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE FREEWAY CENTERLINE,
 DU1461'EAST ON THE CENTERLINE ABOUT 2400 FT. AND TO THE STATION.  ON
 DU1461'CENTERLINE MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY,
 DU1461'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1461
 DU1461                          STATION RECOVERY (1975)
 DU1461
 DU1461'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1461'FROM THE INTERSECTION OF IRONWOOD ROAD AND THE FREEWAY CENTERLINE,
 DU1461'EAST ON THE CENTERLINE ABOUT 2400 FT. AND TO THE STATION.  ON
 DU1461'CENTERLINE MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY,
 DU1461'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1461
 DU1461                          STATION RECOVERY (2008)
 DU1461
 DU1461'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1461'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1461'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1461' 
 DU1461' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1467 ***********************************************************************
 DU1467  DESIGNATION -  LOC 128 A
 DU1467  PID         -  DU1467
 DU1467  STATE/COUNTY-  AZ/MARICOPA
 DU1467  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1467
 DU1467                         *CURRENT SURVEY CONTROL
 DU1467  ___________________________________________________________________
 DU1467* NAD 83(1986)-  33 23 12.     (N)    111 32 56.     (W)     SCALED    
 DU1467* NAVD 88     -       499.92   (+/-2cm)    1640.2    (feet)  VERTCON   
 DU1467  ___________________________________________________________________
 DU1467  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU1467  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1467
 DU1467.The horizontal coordinates were scaled from a topographic map and have
 DU1467.an estimated accuracy of +/- 6 seconds.
 DU1467
 DU1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1467.The vertical order pertains to the NGVD 29 superseded value.
 DU1467
 DU1467.The geoid height was determined by GEOID03.
 DU1467
 DU1467;                    North         East    Units  Estimated Accuracy
 DU1467;SPC AZ C     -   264,690.      247,580.      MT  (+/- 180 meters Scaled)
 DU1467
 DU1467                          SUPERSEDED SURVEY CONTROL
 DU1467
 DU1467  NGVD 29 (??/??/92)  499.380  (m)         1638.38   (f) ADJ UNCH    1 1
 DU1467
 DU1467.Superseded values are not recommended for survey control.
 DU1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1467.See file dsdata.txt to determine how the superseded data were derived.
 DU1467
 DU1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB489942(NAD 83)
 DU1467_MARKER: Z = SEE DESCRIPTION
 DU1467_SETTING: 0 = UNSPECIFIED SETTING
 DU1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1467
 DU1467  HISTORY     - Date     Condition        Report By
 DU1467  HISTORY     - UNK      MONUMENTED       NGS
 DU1467  HISTORY     - 1975     GOOD             AZDT
 DU1467  HISTORY     - 1975     GOOD             AZDT
 DU1467  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1467
 DU1467                          STATION DESCRIPTION
 DU1467
 DU1467'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1467'4.95 MI SW FROM PALM SPRINGS.
 DU1467'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND IDAHO ROAD, WEST
 DU1467'ON THE FREEWAY FOR ABOUT 850 FT. AND TO THE STATION ON THE LEFT.  150
 DU1467'FT. RIGHT, SOUTH, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES.
 DU1467'SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION. A
 DU1467'REBAR, FLUSH.
 DU1467
 DU1467                          STATION RECOVERY (1975)
 DU1467
 DU1467'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1467'FROM THE INTERSECTION OF THE FREEWAY CENTERLINE AND IDAHO ROAD, WEST
 DU1467'ON THE FREEWAY FOR ABOUT 850 FT. AND TO THE STATION ON THE LEFT.  150
 DU1467'FT. RIGHT, SOUTH, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES.
 DU1467'SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION. A
 DU1467'REBAR, FLUSH.
 DU1467
 DU1467                          STATION RECOVERY (2008)
 DU1467
 DU1467'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1467'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1467'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1467' 
 DU1467' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1471 ***********************************************************************
 DU1471  DESIGNATION -  LOC 129 A
 DU1471  PID         -  DU1471
 DU1471  STATE/COUNTY-  AZ/PINAL
 DU1471  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1471
 DU1471                         *CURRENT SURVEY CONTROL
 DU1471  ___________________________________________________________________
 DU1471* NAD 83(1986)-  33 23 10.     (N)    111 32 33.     (W)     SCALED    
 DU1471* NAVD 88     -       501.417  (meters)    1645.07   (feet)  ADJUSTED  
 DU1471  ___________________________________________________________________
 DU1471  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU1471  DYNAMIC HT  -         500.808 (meters)    1643.07  (feet)  COMP
 DU1471  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 DU1471
 DU1471  VERT ORDER  -  FIRST     CLASS I
 DU1471
 DU1471.The horizontal coordinates were scaled from a topographic map and have
 DU1471.an estimated accuracy of +/- 6 seconds.
 DU1471
 DU1471.The orthometric height was determined by differential leveling
 DU1471.and adjusted in November 1993.
 DU1471
 DU1471.The geoid height was determined by GEOID03.
 DU1471
 DU1471.The dynamic height is computed by dividing the NAVD 88
 DU1471.geopotential number by the normal gravity value computed on the
 DU1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1471.degrees latitude (g = 980.6199 gals.).
 DU1471
 DU1471.The modeled gravity was interpolated from observed gravity values.
 DU1471
 DU1471;                    North         East    Units  Estimated Accuracy
 DU1471;SPC AZ C     -   264,630.      248,170.      MT  (+/- 180 meters Scaled)
 DU1471
 DU1471                          SUPERSEDED SURVEY CONTROL
 DU1471
 DU1471  NGVD 29 (??/??/92)  500.971  (m)         1643.60   (f) ADJ UNCH    1 1
 DU1471
 DU1471.Superseded values are not recommended for survey control.
 DU1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1471.See file dsdata.txt to determine how the superseded data were derived.
 DU1471
 DU1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB495942(NAD 83)
 DU1471_MARKER: I = METAL ROD
 DU1471_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1471+WITH SETTING: INFORMATION.
 DU1471_SP_SET: SHALLOW SET METAL ROD
 DU1471_MARK LOGO: NONE  
 DU1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1471
 DU1471  HISTORY     - Date     Condition        Report By
 DU1471  HISTORY     - UNK      MONUMENTED       NGS
 DU1471  HISTORY     - 1975     GOOD             AZDT
 DU1471  HISTORY     - 1984     GOOD             AZDT
 DU1471  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1471
 DU1471                          STATION DESCRIPTION
 DU1471
 DU1471'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1471'4.6 MI SW FROM PALM SPRINGS.
 DU1471'120 FT. EAST OF THE CENTERLINE OF IDAHO ROAD.  150 FT. SOUTH, RIGHT,
 DU1471'OF STATION 1290+00.  10 FT. SOUTH OF THE CENTERLINE OF AN EAST WEST
 DU1471'TRACK ROAD.  MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY,
 DU1471'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1471
 DU1471                          STATION RECOVERY (1984)
 DU1471
 DU1471'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1471'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU1471'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1471'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 6.47 KM.  (4.02 MI.)
 DU1471'TO THE STATION, 36.58 METERS (120 FT.) EAST OF THE CENTERLINE OF
 DU1471'IDAHO ROAD, 3.05 METERS (10 FT.) SOUTH OF THE CENTERLINE OF AN EAST
 DU1471'WEST TRACK ROAD.  THE MARK IS A 5/8 INCH REBAR, SET FLUSH.
 DU1471
 DU1471                          STATION RECOVERY (2008)
 DU1471
 DU1471'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1471'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1471'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1471' 
 DU1471' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1473 ***********************************************************************
 DU1473  DESIGNATION -  LOC 131 A
 DU1473  PID         -  DU1473
 DU1473  STATE/COUNTY-  AZ/PINAL
 DU1473  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1473
 DU1473                         *CURRENT SURVEY CONTROL
 DU1473  ___________________________________________________________________
 DU1473* NAD 83(1986)-  33 23 12.     (N)    111 32 20.     (W)     SCALED    
 DU1473* NAVD 88     -       503.58   (+/-2cm)    1652.2    (feet)  VERTCON   
 DU1473  ___________________________________________________________________
 DU1473  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU1473  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1473
 DU1473.The horizontal coordinates were scaled from a topographic map and have
 DU1473.an estimated accuracy of +/- 6 seconds.
 DU1473
 DU1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1473.The vertical order pertains to the NGVD 29 superseded value.
 DU1473
 DU1473.The geoid height was determined by GEOID03.
 DU1473
 DU1473;                    North         East    Units  Estimated Accuracy
 DU1473;SPC AZ C     -   264,700.      248,510.      MT  (+/- 180 meters Scaled)
 DU1473
 DU1473                          SUPERSEDED SURVEY CONTROL
 DU1473
 DU1473  NGVD 29 (??/??/92)  503.028  (m)         1650.35   (f) ADJ UNCH    1 1
 DU1473
 DU1473.Superseded values are not recommended for survey control.
 DU1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1473.See file dsdata.txt to determine how the superseded data were derived.
 DU1473
 DU1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB498942(NAD 83)
 DU1473_MARKER: Z = SEE DESCRIPTION
 DU1473_SETTING: 0 = UNSPECIFIED SETTING
 DU1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1473
 DU1473  HISTORY     - Date     Condition        Report By
 DU1473  HISTORY     - UNK      MONUMENTED       NGS
 DU1473  HISTORY     - 1975     GOOD             AZDT
 DU1473  HISTORY     - 1975     GOOD             AZDT
 DU1473
 DU1473                          STATION DESCRIPTION
 DU1473
 DU1473'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1473'4.3 MI SW FROM PALM SPRINGS.
 DU1473'FROM THE INTERSECTION OF IDAHO ROAD AND THE SUPERSTITION FREEWAY, EAST
 DU1473'ALONG A TRACK ROAD ABOUT 150 FT. SOUTH OF THE CENTERLINE, FOR ABOUT
 DU1473'2100 FT. AND TO THE STATION.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE.
 DU1473'25 FT. NORTH OF AN EAST WEST TRACK ROAD.  IN A CLUMP OF LARGE
 DU1473'CREOSOTE BUSHES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1473'JUNCTION.  A REBAR, UP 0.05 FT.
 DU1473
 DU1473                          STATION RECOVERY (1975)
 DU1473
 DU1473'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1473'FROM THE INTERSECTION OF IDAHO ROAD AND THE SUPERSTITION FREEWAY, EAST
 DU1473'ALONG A TRACK ROAD ABOUT 150 FT. SOUTH OF THE CENTERLINE, FOR ABOUT
 DU1473'2100 FT. AND TO THE STATION.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE.
 DU1473'25 FT. NORTH OF AN EAST WEST TRACK ROAD.  IN A CLUMP OF LARGE
 DU1473'CREOSOTE BUSHES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1473'JUNCTION.  A REBAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1481 ***********************************************************************
 DU1481  DESIGNATION -  LOC 136 A
 DU1481  PID         -  DU1481
 DU1481  STATE/COUNTY-  AZ/PINAL
 DU1481  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1481
 DU1481                         *CURRENT SURVEY CONTROL
 DU1481  ___________________________________________________________________
 DU1481* NAD 83(1986)-  33 23 18.     (N)    111 31 20.     (W)     SCALED    
 DU1481* NAVD 88     -       508.69   (+/-2cm)    1668.9    (feet)  VERTCON   
 DU1481  ___________________________________________________________________
 DU1481  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1481  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1481
 DU1481.The horizontal coordinates were scaled from a topographic map and have
 DU1481.an estimated accuracy of +/- 6 seconds.
 DU1481
 DU1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1481.The vertical order pertains to the NGVD 29 superseded value.
 DU1481
 DU1481.The geoid height was determined by GEOID03.
 DU1481
 DU1481;                    North         East    Units  Estimated Accuracy
 DU1481;SPC AZ C     -   264,890.      250,060.      MT  (+/- 180 meters Scaled)
 DU1481
 DU1481                          SUPERSEDED SURVEY CONTROL
 DU1481
 DU1481  NGVD 29 (??/??/92)  508.127  (m)         1667.08   (f) ADJ UNCH    1 1
 DU1481
 DU1481.Superseded values are not recommended for survey control.
 DU1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1481.See file dsdata.txt to determine how the superseded data were derived.
 DU1481
 DU1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514944(NAD 83)
 DU1481_MARKER: Z = SEE DESCRIPTION
 DU1481_SETTING: 0 = UNSPECIFIED SETTING
 DU1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1481
 DU1481  HISTORY     - Date     Condition        Report By
 DU1481  HISTORY     - UNK      MONUMENTED       NGS
 DU1481  HISTORY     - 1975     GOOD             AZDT
 DU1481  HISTORY     - 1975     GOOD             AZDT
 DU1481
 DU1481                          STATION DESCRIPTION
 DU1481
 DU1481'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1481'3.4 MI SE FROM PALM SPRINGS.
 DU1481'FROM THE INTERSECTION OF TOMAHAWK ROAD WITH THE FREEWAY CENTERLINE,
 DU1481'EAST ALONG THE CENTERLINE FOR ABOUT 2000 FT. AND TO THE STATION.  150
 DU1481'FT. SOUTH, RIGHT, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES.
 DU1481'SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION. A
 DU1481'REBAR, UP 0.05 FT.
 DU1481
 DU1481                          STATION RECOVERY (1975)
 DU1481
 DU1481'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1481'FROM THE INTERSECTION OF TOMAHAWK ROAD WITH THE FREEWAY CENTERLINE,
 DU1481'EAST ALONG THE CENTERLINE FOR ABOUT 2000 FT. AND TO THE STATION.  150
 DU1481'FT. SOUTH, RIGHT, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES.
 DU1481'SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION. A
 DU1481'REBAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1484 ***********************************************************************
 DU1484  DESIGNATION -  LOC 137 A
 DU1484  PID         -  DU1484
 DU1484  STATE/COUNTY-  AZ/PINAL
 DU1484  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1484
 DU1484                         *CURRENT SURVEY CONTROL
 DU1484  ___________________________________________________________________
 DU1484* NAD 83(1986)-  33 23 12.     (N)    111 31 08.     (W)     SCALED    
 DU1484* NAVD 88     -       510.67   (+/-2cm)    1675.4    (feet)  VERTCON   
 DU1484  ___________________________________________________________________
 DU1484  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1484  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1484
 DU1484.The horizontal coordinates were scaled from a topographic map and have
 DU1484.an estimated accuracy of +/- 6 seconds.
 DU1484
 DU1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1484.The vertical order pertains to the NGVD 29 superseded value.
 DU1484
 DU1484.The geoid height was determined by GEOID03.
 DU1484
 DU1484;                    North         East    Units  Estimated Accuracy
 DU1484;SPC AZ C     -   264,700.      250,370.      MT  (+/- 180 meters Scaled)
 DU1484
 DU1484                          SUPERSEDED SURVEY CONTROL
 DU1484
 DU1484  NGVD 29 (??/??/92)  510.103  (m)         1673.56   (f) ADJ UNCH    1 1
 DU1484
 DU1484.Superseded values are not recommended for survey control.
 DU1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1484.See file dsdata.txt to determine how the superseded data were derived.
 DU1484
 DU1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB517942(NAD 83)
 DU1484_MARKER: Z = SEE DESCRIPTION
 DU1484_SETTING: 0 = UNSPECIFIED SETTING
 DU1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1484
 DU1484  HISTORY     - Date     Condition        Report By
 DU1484  HISTORY     - UNK      MONUMENTED       NGS
 DU1484  HISTORY     - 1975     GOOD             AZDT
 DU1484  HISTORY     - 1975     GOOD             AZDT
 DU1484
 DU1484                          STATION DESCRIPTION
 DU1484
 DU1484'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1484'3.2 MI SE FROM PALM SPRINGS.
 DU1484'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1484'WEST ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE FOR ABOUT
 DU1484'2300 FT. AND TO THE STATION.  150 FT. SOUTH OF, RIGHT, STATION
 DU1484'1370+00.  12 FT. NORTH OF TRACK ROAD.  MARKED BY LOCATION GUARD
 DU1484'STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.
 DU1484'A REBAR, UP 0.1 FT.
 DU1484
 DU1484                          STATION RECOVERY (1975)
 DU1484
 DU1484'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1484'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1484'WEST ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE FOR ABOUT
 DU1484'2300 FT. AND TO THE STATION.  150 FT. SOUTH OF, RIGHT, STATION
 DU1484'1370+00.  12 FT. NORTH OF TRACK ROAD.  MARKED BY LOCATION GUARD
 DU1484'STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.
 DU1484'A REBAR, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1489 ***********************************************************************
 DU1489  DESIGNATION -  LOC 138 A
 DU1489  PID         -  DU1489
 DU1489  STATE/COUNTY-  AZ/PINAL
 DU1489  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1489
 DU1489                         *CURRENT SURVEY CONTROL
 DU1489  ___________________________________________________________________
 DU1489* NAD 83(1986)-  33 23 12.     (N)    111 30 50.     (W)     SCALED    
 DU1489* NAVD 88     -       510.41   (+/-2cm)    1674.6    (feet)  VERTCON   
 DU1489  ___________________________________________________________________
 DU1489  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1489  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1489
 DU1489.The horizontal coordinates were scaled from a topographic map and have
 DU1489.an estimated accuracy of +/- 6 seconds.
 DU1489
 DU1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1489.The vertical order pertains to the NGVD 29 superseded value.
 DU1489
 DU1489.The geoid height was determined by GEOID03.
 DU1489
 DU1489;                    North         East    Units  Estimated Accuracy
 DU1489;SPC AZ C     -   264,700.      250,830.      MT  (+/- 180 meters Scaled)
 DU1489
 DU1489                          SUPERSEDED SURVEY CONTROL
 DU1489
 DU1489  NGVD 29 (??/??/92)  509.843  (m)         1672.71   (f) ADJ UNCH    1 1
 DU1489
 DU1489.Superseded values are not recommended for survey control.
 DU1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1489.See file dsdata.txt to determine how the superseded data were derived.
 DU1489
 DU1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522942(NAD 83)
 DU1489_MARKER: Z = SEE DESCRIPTION
 DU1489_SETTING: 0 = UNSPECIFIED SETTING
 DU1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1489
 DU1489  HISTORY     - Date     Condition        Report By
 DU1489  HISTORY     - UNK      MONUMENTED       NGS
 DU1489  HISTORY     - 1975     GOOD             AZDT
 DU1489  HISTORY     - 1975     GOOD             AZDT
 DU1489
 DU1489                          STATION DESCRIPTION
 DU1489
 DU1489'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1489'3 MI SE FROM PALM SPRINGS.
 DU1489'FROM THE INTERSECTION BETWEEN GOLDFIELD ROAD AND THE FREEWAY
 DU1489'CENTERLINE, WEST ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE
 DU1489'CENTERLINE, FOR ABOUT 0.3 MILES AND TO THE STATION.  150 FT. SOUTH,
 DU1489'RIGHT, OF THE CENTERLINE.  12 FT. NORTH OF A TRACK ROAD.  MARKED BY
 DU1489'LOCATION GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND
 DU1489'APACHE JUNCTION.  A REBAR, FLUSH.
 DU1489
 DU1489                          STATION RECOVERY (1975)
 DU1489
 DU1489'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1489'FROM THE INTERSECTION BETWEEN GOLDFIELD ROAD AND THE FREEWAY
 DU1489'CENTERLINE, WEST ON A TRACK ROAD, ABOUT 150 FT. SOUTH OF THE
 DU1489'CENTERLINE, FOR ABOUT 0.3 MILES AND TO THE STATION.  150 FT. SOUTH,
 DU1489'RIGHT, OF THE CENTERLINE.  12 FT. NORTH OF A TRACK ROAD.  MARKED BY
 DU1489'LOCATION GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND
 DU1489'APACHE JUNCTION.  A REBAR, FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1492 ***********************************************************************
 DU1492  DESIGNATION -  LOC 140 A
 DU1492  PID         -  DU1492
 DU1492  STATE/COUNTY-  AZ/PINAL
 DU1492  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1492
 DU1492                         *CURRENT SURVEY CONTROL
 DU1492  ___________________________________________________________________
 DU1492* NAD 83(1986)-  33 23 12.     (N)    111 30 32.     (W)     SCALED    
 DU1492* NAVD 88     -       514.163  (meters)    1686.88   (feet)  ADJUSTED  
 DU1492  ___________________________________________________________________
 DU1492  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU1492  DYNAMIC HT  -         513.536 (meters)    1684.83  (feet)  COMP
 DU1492  MODELED GRAV-     979,402.0   (mgal)                       NAVD 88
 DU1492
 DU1492  VERT ORDER  -  FIRST     CLASS I
 DU1492
 DU1492.The horizontal coordinates were scaled from a topographic map and have
 DU1492.an estimated accuracy of +/- 6 seconds.
 DU1492
 DU1492.The orthometric height was determined by differential leveling
 DU1492.and adjusted in November 1993.
 DU1492
 DU1492.The geoid height was determined by GEOID03.
 DU1492
 DU1492.The dynamic height is computed by dividing the NAVD 88
 DU1492.geopotential number by the normal gravity value computed on the
 DU1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1492.degrees latitude (g = 980.6199 gals.).
 DU1492
 DU1492.The modeled gravity was interpolated from observed gravity values.
 DU1492
 DU1492;                    North         East    Units  Estimated Accuracy
 DU1492;SPC AZ C     -   264,710.      251,300.      MT  (+/- 180 meters Scaled)
 DU1492
 DU1492                          SUPERSEDED SURVEY CONTROL
 DU1492
 DU1492  NGVD 29 (??/??/92)  513.572  (m)         1684.94   (f) ADJ UNCH    1 1
 DU1492
 DU1492.Superseded values are not recommended for survey control.
 DU1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1492.See file dsdata.txt to determine how the superseded data were derived.
 DU1492
 DU1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB526942(NAD 83)
 DU1492_MARKER: I = METAL ROD
 DU1492_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1492+WITH SETTING: INFORMATION.
 DU1492_SP_SET: SHALLOW SET METAL ROD
 DU1492_MARK LOGO: NONE  
 DU1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1492
 DU1492  HISTORY     - Date     Condition        Report By
 DU1492  HISTORY     - UNK      MONUMENTED       NGS
 DU1492  HISTORY     - 1975     GOOD             AZDT
 DU1492  HISTORY     - 1984     GOOD             AZDT
 DU1492
 DU1492                          STATION DESCRIPTION
 DU1492
 DU1492'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1492'2.65 MI SE FROM PALM SPRINGS.
 DU1492'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1492'EAST ALONG THE CENTERLINE FOR ABOUT 650 FT. AND TO THE STATION ON THE
 DU1492'RIGHT.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE.  MARKER BY LOCATION
 DU1492'GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1492'JUNCTION.  A REBAR, UP 0.05 FT.
 DU1492
 DU1492                          STATION RECOVERY (1984)
 DU1492
 DU1492'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1492'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1492'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1492'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 9.85 KM.  (6.12
 DU1492'MI.), THEN SOUTH 45.72 METERS (150 FT.) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1494 ***********************************************************************
 DU1494  DESIGNATION -  LOC 141 A
 DU1494  PID         -  DU1494
 DU1494  STATE/COUNTY-  AZ/PINAL
 DU1494  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1494
 DU1494                         *CURRENT SURVEY CONTROL
 DU1494  ___________________________________________________________________
 DU1494* NAD 83(1986)-  33 23 12.     (N)    111 30 20.     (W)     SCALED    
 DU1494* NAVD 88     -       514.21   (+/-2cm)    1687.0    (feet)  VERTCON   
 DU1494  ___________________________________________________________________
 DU1494  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU1494  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1494
 DU1494.The horizontal coordinates were scaled from a topographic map and have
 DU1494.an estimated accuracy of +/- 6 seconds.
 DU1494
 DU1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1494.The vertical order pertains to the NGVD 29 superseded value.
 DU1494
 DU1494.The geoid height was determined by GEOID03.
 DU1494
 DU1494;                    North         East    Units  Estimated Accuracy
 DU1494;SPC AZ C     -   264,710.      251,610.      MT  (+/- 180 meters Scaled)
 DU1494
 DU1494                          SUPERSEDED SURVEY CONTROL
 DU1494
 DU1494  NGVD 29 (??/??/92)  513.640  (m)         1685.17   (f) ADJ UNCH    1 1
 DU1494
 DU1494.Superseded values are not recommended for survey control.
 DU1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1494.See file dsdata.txt to determine how the superseded data were derived.
 DU1494
 DU1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB529942(NAD 83)
 DU1494_MARKER: Z = SEE DESCRIPTION
 DU1494_SETTING: 0 = UNSPECIFIED SETTING
 DU1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1494
 DU1494  HISTORY     - Date     Condition        Report By
 DU1494  HISTORY     - UNK      MONUMENTED       NGS
 DU1494  HISTORY     - 1975     GOOD             AZDT
 DU1494  HISTORY     - 1975     GOOD             AZDT
 DU1494
 DU1494                          STATION DESCRIPTION
 DU1494
 DU1494'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1494'2.45 MI SE FROM PALM SPRINGS.
 DU1494'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1494'EAST ON THE CENTERLINE ABOUT 1600 FT. AND TO THE STATION.  150 FT.
 DU1494'SOUTH, RIGHT, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES.
 DU1494'SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.  A
 DU1494'REBAR, UP 0.1 FT.
 DU1494
 DU1494                          STATION RECOVERY (1975)
 DU1494
 DU1494'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1494'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1494'EAST ON THE CENTERLINE ABOUT 1600 FT. AND TO THE STATION.  150 FT.
 DU1494'SOUTH, RIGHT, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES.
 DU1494'SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.  A
 DU1494'REBAR, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1662 ***********************************************************************
 DU1662  DESIGNATION -  LOC 57.5
 DU1662  PID         -  DU1662
 DU1662  STATE/COUNTY-  AZ/MARICOPA
 DU1662  USGS QUAD   -  MESA (1982)
 DU1662
 DU1662                         *CURRENT SURVEY CONTROL
 DU1662  ___________________________________________________________________
 DU1662* NAD 83(1986)-  33 23 12.     (N)    111 46 35.     (W)     SCALED    
 DU1662* NAVD 88     -       377.718  (meters)    1239.23   (feet)  ADJUSTED  
 DU1662  ___________________________________________________________________
 DU1662  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1662  DYNAMIC HT  -         377.270 (meters)    1237.76  (feet)  COMP
 DU1662  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 DU1662
 DU1662  VERT ORDER  -  SECOND    CLASS I
 DU1662
 DU1662.The horizontal coordinates were scaled from a topographic map and have
 DU1662.an estimated accuracy of +/- 6 seconds.
 DU1662
 DU1662.The orthometric height was determined by differential leveling
 DU1662.and adjusted in January 1998.
 DU1662
 DU1662.The geoid height was determined by GEOID03.
 DU1662
 DU1662.The dynamic height is computed by dividing the NAVD 88
 DU1662.geopotential number by the normal gravity value computed on the
 DU1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1662.degrees latitude (g = 980.6199 gals.).
 DU1662
 DU1662.The modeled gravity was interpolated from observed gravity values.
 DU1662
 DU1662;                    North         East    Units  Estimated Accuracy
 DU1662;SPC AZ C     -   264,640.      226,410.      MT  (+/- 180 meters Scaled)
 DU1662
 DU1662                          SUPERSEDED SURVEY CONTROL
 DU1662
 DU1662  NAVD 88 (11/29/93)  377.700  (m)         1239.17   (f) UNKNOWN     2 1
 DU1662
 DU1662.Superseded values are not recommended for survey control.
 DU1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1662.See file dsdata.txt to determine how the superseded data were derived.
 DU1662
 DU1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB277944(NAD 83)
 DU1662_MARKER: I = METAL ROD
 DU1662_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1662+WITH SETTING: INFORMATION.
 DU1662_SP_SET: REBAR
 DU1662_MARK LOGO: AZDT  
 DU1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1662
 DU1662  HISTORY     - Date     Condition        Report By
 DU1662  HISTORY     - UNK      MONUMENTED       AZDT
 DU1662  HISTORY     - 1981     GOOD             AZDT
 DU1662  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1662  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU1662  HISTORY     - 20070325 MARK NOT FOUND   GEOCAC
 DU1662
 DU1662                          STATION DESCRIPTION
 DU1662
 DU1662'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1662'IN MESA.
 DU1662'IN MESA, 5 MI (8.05 KM) WEST ALONG S.R. 60 FROM THE INTERSECTION OF
 DU1662'POWER ROAD TO LINDSEY ROAD, THENCE SOUTH ON LINDSEY ROAD 2 MI
 DU1662'(3.22 KM) TO PROPOSED S.R. 360 CORRIDOR, THENCE 1.5 MI (0.74 KM) WEST
 DU1662'TO A DIRT ROAD AND THE CONSOLIDATED CANAL, 150 FT (45.72 METERS) SOUTH
 DU1662'OF STATION 612+25 AND 0.2 FT EAST OF CANAL, A REBAR UP 0.1 FT.
 DU1662
 DU1662                          STATION RECOVERY (1994)
 DU1662
 DU1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1662'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1662
 DU1662                          STATION RECOVERY (2006)
 DU1662
 DU1662'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1662'THE S.R. 360 (NOW RT. 60) HAS BEEN BUILT. THE CONSOLIDATED CANAL
 DU1662'(NORTH/SOUTH CANAL) IS EAST OF LINDSEY ROAD AT S.R. 360. THERE IS NO
 DU1662'DIRT ROAD OR CANAL 1.5 MILES WEST OF LINDSEY ALONG S.R. 360.
 DU1662'THE SCALED COORDINATES POINT TO AN EAST/WEST (NOT NORTH/SOUTH) CANAL
 DU1662'THAT RUNS PARALLEL AND NORTH OF S.R. 360.
 DU1662'NO MARK IDENTIFIED IN THE CANAL THAT RUNS EAST/WEST OF S.R. 360, OR
 DU1662'ALONG THE CONSOLIDATED CANAL AT THE INTERSECTION OF THE CANAL AND
 DU1662'S.R.360.
 DU1662
 DU1662                          STATION RECOVERY (2007)
 DU1662
 DU1662'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1662'ALMOST CERTAINLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1457 ***********************************************************************
 DU1457  DESIGNATION -  LOC STA 1222+46.79 POT 150RT
 DU1457  PID         -  DU1457
 DU1457  STATE/COUNTY-  AZ/PINAL
 DU1457  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1457
 DU1457                         *CURRENT SURVEY CONTROL
 DU1457  ___________________________________________________________________
 DU1457* NAD 83(1986)-  33 23 12.     (N)    111 34 02.     (W)     SCALED    
 DU1457* NAVD 88     -       487.57   (+/-2cm)    1599.6    (feet)  VERTCON   
 DU1457  ___________________________________________________________________
 DU1457  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1457  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1457
 DU1457.The horizontal coordinates were scaled from a topographic map and have
 DU1457.an estimated accuracy of +/- 6 seconds.
 DU1457
 DU1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1457.The vertical order pertains to the NGVD 29 superseded value.
 DU1457
 DU1457.The geoid height was determined by GEOID03.
 DU1457
 DU1457;                    North         East    Units  Estimated Accuracy
 DU1457;SPC AZ C     -   264,690.      245,870.      MT  (+/- 180 meters Scaled)
 DU1457
 DU1457                          SUPERSEDED SURVEY CONTROL
 DU1457
 DU1457  NGVD 29 (??/??/92)  487.028  (m)         1597.86   (f) ADJ UNCH    1 1
 DU1457
 DU1457.Superseded values are not recommended for survey control.
 DU1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1457.See file dsdata.txt to determine how the superseded data were derived.
 DU1457
 DU1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472942(NAD 83)
 DU1457_MARKER: Z = SEE DESCRIPTION
 DU1457_SETTING: 0 = UNSPECIFIED SETTING
 DU1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1457
 DU1457  HISTORY     - Date     Condition        Report By
 DU1457  HISTORY     - UNK      MONUMENTED       NGS
 DU1457  HISTORY     - 1975     GOOD             AZDT
 DU1457  HISTORY     - 1975     GOOD             AZDT
 DU1457  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1457
 DU1457                          STATION DESCRIPTION
 DU1457
 DU1457'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1457'6 MI SW FROM PALM SPRINGS.
 DU1457'FROM THE FREEWAY CENTERLINE AND IRONWOOD ROAD, WEST ON THE CENTERLINE
 DU1457'FOR ABOUT 1300 FT. AND TO THE STATION ON THE LEFT.  150 FT. RIGHT,
 DU1457'SOUTH, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES AND
 DU1457'STENCILING.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1457'JUNCTION.  A REBAR UP 0.05 FT.
 DU1457
 DU1457                          STATION RECOVERY (1975)
 DU1457
 DU1457'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1457'FROM THE FREEWAY CENTERLINE AND IRONWOOD ROAD, WEST ON THE CENTERLINE
 DU1457'FOR ABOUT 1300 FT. AND TO THE STATION ON THE LEFT.  150 FT. RIGHT,
 DU1457'SOUTH, OF THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES AND
 DU1457'STENCILING.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1457'JUNCTION.  A REBAR UP 0.05 FT.
 DU1457
 DU1457                          STATION RECOVERY (2008)
 DU1457
 DU1457'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1457'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1457'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1457' 
 DU1457' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1466 ***********************************************************************
 DU1466  DESIGNATION -  LOC STA 1275+25.27 POT RP
 DU1466  PID         -  DU1466
 DU1466  STATE/COUNTY-  AZ/PINAL
 DU1466  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1466
 DU1466                         *CURRENT SURVEY CONTROL
 DU1466  ___________________________________________________________________
 DU1466* NAD 83(1986)-  33 23 12.     (N)    111 33 02.     (W)     SCALED    
 DU1466* NAVD 88     -       499.32   (+/-2cm)    1638.2    (feet)  VERTCON   
 DU1466  ___________________________________________________________________
 DU1466  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU1466  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1466
 DU1466.The horizontal coordinates were scaled from a topographic map and have
 DU1466.an estimated accuracy of +/- 6 seconds.
 DU1466
 DU1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1466.The vertical order pertains to the NGVD 29 superseded value.
 DU1466
 DU1466.The geoid height was determined by GEOID03.
 DU1466
 DU1466;                    North         East    Units  Estimated Accuracy
 DU1466;SPC AZ C     -   264,690.      247,420.      MT  (+/- 180 meters Scaled)
 DU1466
 DU1466                          SUPERSEDED SURVEY CONTROL
 DU1466
 DU1466  NGVD 29 (??/??/92)  498.775  (m)         1636.40   (f) ADJ UNCH    1 1
 DU1466
 DU1466.Superseded values are not recommended for survey control.
 DU1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1466.See file dsdata.txt to determine how the superseded data were derived.
 DU1466
 DU1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB487942(NAD 83)
 DU1466_MARKER: Z = SEE DESCRIPTION
 DU1466_SETTING: 0 = UNSPECIFIED SETTING
 DU1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1466
 DU1466  HISTORY     - Date     Condition        Report By
 DU1466  HISTORY     - UNK      MONUMENTED       NGS
 DU1466  HISTORY     - 1975     GOOD             AZDT
 DU1466  HISTORY     - 1975     GOOD             AZDT
 DU1466  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1466
 DU1466                          STATION DESCRIPTION
 DU1466
 DU1466'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1466'5.02 MI SW FROM PALM SPRINGS.
 DU1466'FROM THE JUNCTION OF IDAHO ROAD WITH THE FREEWAY CENTERLINE, WEST
 DU1466'ALONG THE CENTERLINE FOR ABOUT 0.25 MILES AND TO THE STATION ON THE
 DU1466'LEFT.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE.  MARKED BY LOCATION
 DU1466'GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1466'JUNCTION.  A REBAR, FLUSH.
 DU1466
 DU1466                          STATION RECOVERY (1975)
 DU1466
 DU1466'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1466'FROM THE JUNCTION OF IDAHO ROAD WITH THE FREEWAY CENTERLINE, WEST
 DU1466'ALONG THE CENTERLINE FOR ABOUT 0.25 MILES AND TO THE STATION ON THE
 DU1466'LEFT.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE.  MARKED BY LOCATION
 DU1466'GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1466'JUNCTION.  A REBAR, FLUSH.
 DU1466
 DU1466                          STATION RECOVERY (2008)
 DU1466
 DU1466'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1466'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1466'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1466' 
 DU1466' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1482 ***********************************************************************
 DU1482  DESIGNATION -  LOC STA 1363+68.25 POT
 DU1482  PID         -  DU1482
 DU1482  STATE/COUNTY-  AZ/PINAL
 DU1482  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1482
 DU1482                         *CURRENT SURVEY CONTROL
 DU1482  ___________________________________________________________________
 DU1482* NAD 83(1986)-  33 23 12.     (N)    111 31 14.     (W)     SCALED    
 DU1482* NAVD 88     -       510.53   (+/-2cm)    1675.0    (feet)  VERTCON   
 DU1482  ___________________________________________________________________
 DU1482  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1482  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1482
 DU1482.The horizontal coordinates were scaled from a topographic map and have
 DU1482.an estimated accuracy of +/- 6 seconds.
 DU1482
 DU1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1482.The vertical order pertains to the NGVD 29 superseded value.
 DU1482
 DU1482.The geoid height was determined by GEOID03.
 DU1482
 DU1482;                    North         East    Units  Estimated Accuracy
 DU1482;SPC AZ C     -   264,700.      250,210.      MT  (+/- 180 meters Scaled)
 DU1482
 DU1482                          SUPERSEDED SURVEY CONTROL
 DU1482
 DU1482  NGVD 29 (??/??/92)  509.967  (m)         1673.12   (f) ADJ UNCH    1 1
 DU1482
 DU1482.Superseded values are not recommended for survey control.
 DU1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1482.See file dsdata.txt to determine how the superseded data were derived.
 DU1482
 DU1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB515942(NAD 83)
 DU1482_MARKER: Z = SEE DESCRIPTION
 DU1482_SETTING: 0 = UNSPECIFIED SETTING
 DU1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1482
 DU1482  HISTORY     - Date     Condition        Report By
 DU1482  HISTORY     - UNK      MONUMENTED       NGS
 DU1482  HISTORY     - 1975     GOOD             AZDT
 DU1482  HISTORY     - 1975     GOOD             AZDT
 DU1482
 DU1482                          STATION DESCRIPTION
 DU1482
 DU1482'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1482'3.3 MI SE FROM PALM SPRINGS.
 DU1482'FROM THE INTERSECTION OF TOMAHAWK ROAD WITH THE FREEWAY CENTERLINE,
 DU1482'EAST ALONG THE CENTERLINE FOR ABOUT 1/2 MILE AND TO THE STATION.  ON
 DU1482'THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES AND A CIRCLE OF
 DU1482'STONES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.
 DU1482'A REBAR, UP 0.05 FT.
 DU1482
 DU1482                          STATION RECOVERY (1975)
 DU1482
 DU1482'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1482'FROM THE INTERSECTION OF TOMAHAWK ROAD WITH THE FREEWAY CENTERLINE,
 DU1482'EAST ALONG THE CENTERLINE FOR ABOUT 1/2 MILE AND TO THE STATION.  ON
 DU1482'THE CENTERLINE.  MARKED BY LOCATION GUARD STAKES AND A CIRCLE OF
 DU1482'STONES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE JUNCTION.
 DU1482'A REBAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1483 ***********************************************************************
 DU1483  DESIGNATION -  LOC STA 1367+92.74 POT
 DU1483  PID         -  DU1483
 DU1483  STATE/COUNTY-  AZ/PINAL
 DU1483  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1483
 DU1483                         *CURRENT SURVEY CONTROL
 DU1483  ___________________________________________________________________
 DU1483* NAD 83(1986)-  33 23 12.     (N)    111 31 08.     (W)     SCALED    
 DU1483* NAVD 88     -       511.32   (+/-2cm)    1677.6    (feet)  VERTCON   
 DU1483  ___________________________________________________________________
 DU1483  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU1483  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1483
 DU1483.The horizontal coordinates were scaled from a topographic map and have
 DU1483.an estimated accuracy of +/- 6 seconds.
 DU1483
 DU1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1483.The vertical order pertains to the NGVD 29 superseded value.
 DU1483
 DU1483.The geoid height was determined by GEOID03.
 DU1483
 DU1483;                    North         East    Units  Estimated Accuracy
 DU1483;SPC AZ C     -   264,700.      250,370.      MT  (+/- 180 meters Scaled)
 DU1483
 DU1483                          SUPERSEDED SURVEY CONTROL
 DU1483
 DU1483  NGVD 29 (??/??/92)  510.757  (m)         1675.71   (f) ADJ UNCH    1 1
 DU1483
 DU1483.Superseded values are not recommended for survey control.
 DU1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1483.See file dsdata.txt to determine how the superseded data were derived.
 DU1483
 DU1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB517942(NAD 83)
 DU1483_MARKER: Z = SEE DESCRIPTION
 DU1483_SETTING: 0 = UNSPECIFIED SETTING
 DU1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1483
 DU1483  HISTORY     - Date     Condition        Report By
 DU1483  HISTORY     - UNK      MONUMENTED       NGS
 DU1483  HISTORY     - 1975     GOOD             AZDT
 DU1483  HISTORY     - 1975     GOOD             AZDT
 DU1483
 DU1483                          STATION DESCRIPTION
 DU1483
 DU1483'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1483'3.25 MI SE FROM PALM SPRINGS.
 DU1483'FROM THE INTERSECTION OF GOLDFIELD ROAD AND THE FREEWAY CENTERLINE,
 DU1483'WEST ALONG THE CENTERLINE FOR ABOUT .4 MILES AND TO THE STATION.  ON
 DU1483'CENTERLINE.  MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY,
 DU1483'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, DOWN 0.05 FT.
 DU1483
 DU1483                          STATION RECOVERY (1975)
 DU1483
 DU1483'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1483'FROM THE INTERSECTION OF GOLDFIELD ROAD AND THE FREEWAY CENTERLINE,
 DU1483'WEST ALONG THE CENTERLINE FOR ABOUT .4 MILES AND TO THE STATION.  ON
 DU1483'CENTERLINE.  MARKED BY LOCATION GUARD STAKES.  SUPERSTITION FREEWAY,
 DU1483'BETWEEN POWER ROAD AND APACHE JUNCTION.  A REBAR, DOWN 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1488 ***********************************************************************
 DU1488  DESIGNATION -  LOC STA 1373+10.77 POT RP
 DU1488  PID         -  DU1488
 DU1488  STATE/COUNTY-  AZ/PINAL
 DU1488  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1488
 DU1488                         *CURRENT SURVEY CONTROL
 DU1488  ___________________________________________________________________
 DU1488* NAD 83(1986)-  33 23 12.     (N)    111 31 02.     (W)     SCALED    
 DU1488* NAVD 88     -       511.99   (+/-2cm)    1679.8    (feet)  VERTCON   
 DU1488  ___________________________________________________________________
 DU1488  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU1488  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1488
 DU1488.The horizontal coordinates were scaled from a topographic map and have
 DU1488.an estimated accuracy of +/- 6 seconds.
 DU1488
 DU1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1488.The vertical order pertains to the NGVD 29 superseded value.
 DU1488
 DU1488.The geoid height was determined by GEOID03.
 DU1488
 DU1488;                    North         East    Units  Estimated Accuracy
 DU1488;SPC AZ C     -   264,700.      250,520.      MT  (+/- 180 meters Scaled)
 DU1488
 DU1488                          SUPERSEDED SURVEY CONTROL
 DU1488
 DU1488  NGVD 29 (??/??/92)  511.427  (m)         1677.91   (f) ADJ UNCH    1 1
 DU1488
 DU1488.Superseded values are not recommended for survey control.
 DU1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1488.See file dsdata.txt to determine how the superseded data were derived.
 DU1488
 DU1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518942(NAD 83)
 DU1488_MARKER: Z = SEE DESCRIPTION
 DU1488_SETTING: 0 = UNSPECIFIED SETTING
 DU1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1488
 DU1488  HISTORY     - Date     Condition        Report By
 DU1488  HISTORY     - UNK      MONUMENTED       NGS
 DU1488  HISTORY     - 1975     GOOD             AZDT
 DU1488  HISTORY     - 1975     GOOD             AZDT
 DU1488
 DU1488                          STATION DESCRIPTION
 DU1488
 DU1488'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1488'3.1 MI SE FROM PALM SPRINGS.
 DU1488'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1488'WEST ALONG THE TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE, 0.3
 DU1488'MILES AND TO THE STATION.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE. 12
 DU1488'FT. NORTH OF THE CENTERLINE OF EAST WEST TRACK ROAD.  MARKED BY
 DU1488'LOCATION GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND
 DU1488'APACHE JUNCTION.  A REBAR, UP 0.05 FT.
 DU1488
 DU1488                          STATION RECOVERY (1975)
 DU1488
 DU1488'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1488'FROM THE INTERSECTION OF GOLDFIELD ROAD WITH THE FREEWAY CENTERLINE,
 DU1488'WEST ALONG THE TRACK ROAD, ABOUT 150 FT. SOUTH OF THE CENTERLINE, 0.3
 DU1488'MILES AND TO THE STATION.  150 FT. RIGHT, SOUTH, OF THE CENTERLINE. 12
 DU1488'FT. NORTH OF THE CENTERLINE OF EAST WEST TRACK ROAD.  MARKED BY
 DU1488'LOCATION GUARD STAKES.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND
 DU1488'APACHE JUNCTION.  A REBAR, UP 0.05 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2276 ***********************************************************************
 DV2276  DESIGNATION -  LOCK
 DV2276  PID         -  DV2276
 DV2276  STATE/COUNTY-  AZ/MARICOPA
 DV2276  USGS QUAD   -  AGUILA (1990)
 DV2276
 DV2276                         *CURRENT SURVEY CONTROL
 DV2276  ___________________________________________________________________
 DV2276* NAD 83(1992)-  33 55 20.84880(N)    113 14 33.97024(W)     ADJUSTED  
 DV2276* NAVD 88     -       667.6    (meters)    2190.     (feet)  VERTCON   
 DV2276  ___________________________________________________________________
 DV2276  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DV2276  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV2276  HORZ ORDER  -  SECOND
 DV2276
 DV2276.The horizontal coordinates were established by classical geodetic methods
 DV2276.and adjusted by the National Geodetic Survey in August 1993.
 DV2276
 DV2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2276
 DV2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2276
 DV2276.The geoid height was determined by GEOID03.
 DV2276
 DV2276;                    North         East     Units Scale Factor Converg.
 DV2276;SPC AZ C     -   324,845.580    90,745.165   MT  1.00008528   -0 44 24.5
 DV2276;SPC AZ C     - 1,065,766.34    297,720.36   iFT  1.00008528   -0 44 24.5
 DV2276;UTM  12      - 3,755,823.503   292,676.966   MT  1.00012990   -1 15 07.5
 DV2276
 DV2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2276!SPC AZ C     -   0.99989992  x   1.00008528  =   0.99998519
 DV2276!UTM  12      -   0.99989992  x   1.00012990  =   1.00002981
 DV2276
 DV2276|---------------------------------------------------------------------|
 DV2276| PID    Reference Object                     Distance      Geod. Az  |
 DV2276|                                                           dddmmss.s |
 DV2276| CS6638 LOCK RM 1                            15.927 METERS 04956     |
 DV2276| CS6639 LOCK RM 2                            15.647 METERS 26606     |
 DV2276|---------------------------------------------------------------------|
 DV2276
 DV2276                          SUPERSEDED SURVEY CONTROL
 DV2276
 DV2276  NAD 83(1986)-  33 55 20.84922(N)    113 14 33.97476(W) AD(       ) 2
 DV2276  NGVD 29 (11/27/91)  666.9    (m)         2188.     (f) VERT ANG    3  
 DV2276
 DV2276.Superseded values are not recommended for survey control.
 DV2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2276.See file dsdata.txt to determine how the superseded data were derived.
 DV2276
 DV2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9267755824(NAD 83)
 DV2276_MARKER: DS = TRIANGULATION STATION DISK
 DV2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2276+STABILITY: SURFACE MOTION
 DV2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2276+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2276
 DV2276  HISTORY     - Date     Condition        Report By
 DV2276  HISTORY     - 1985     MONUMENTED       AZDT
 DV2276  HISTORY     - 20070323 GOOD             GEOCAC
 DV2276
 DV2276                          STATION DESCRIPTION
 DV2276
 DV2276'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2276'THE STATION IS LOCATED 4-1/4 MILES SOUTHWEST OF AGUILA ALONG THE NORTH
 DV2276'SIDE OF U.S. HIGHWAY 60.
 DV2276'
 DV2276'THE STATION MARK IS AN AZDT DISK STAMPED---LOCK 1985---.  IT IS SET IN
 DV2276'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 92 FEET NORTHWEST OF THE
 DV2276'CENTER LINE OF U.S. HIGHWAY 60, 18 FEET SOUTHEAST OF THE RIGHT OF WAY
 DV2276'FENCE AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 DV2276'
 DV2276'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LOCK RM 1 1985---.  IT IS
 DV2276'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 2 FEET SOUTHEAST OF
 DV2276'THE RIGHT OF WAY FENCE.
 DV2276'
 DV2276'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LOCK RM 2 1985---.  IT IS
 DV2276'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 2 FEET SOUTHEAST OF
 DV2276'THE RIGHT OF WAY FENCE.
 DV2276'
 DV2276'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL SOUTHWEST
 DV2276'ALONG U.S. HIGHWAY 60 FOR 4.4 MILES TO MILE POST 80.1 AND THE STATION
 DV2276'ON THE RIGHT.
 DV2276
 DV2276                          STATION RECOVERY (2007)
 DV2276
 DV2276'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2276'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV2276'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0219 ***********************************************************************
 FQ0219  DESIGNATION -  LOCKE
 FQ0219  PID         -  FQ0219
 FQ0219  STATE/COUNTY-  AZ/COCONINO
 FQ0219  USGS QUAD   -  METEOR CRATER (1983)
 FQ0219
 FQ0219                         *CURRENT SURVEY CONTROL
 FQ0219  ___________________________________________________________________
 FQ0219* NAD 83(1992)-  35 06 13.45141(N)    111 01 19.60567(W)     ADJUSTED  
 FQ0219* NAVD 88     -      1646.081  (meters)    5400.52   (feet)  ADJUSTED  
 FQ0219  ___________________________________________________________________
 FQ0219  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FQ0219  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FQ0219  DYNAMIC HT  -        1643.855 (meters)    5393.21  (feet)  COMP
 FQ0219  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 FQ0219
 FQ0219  HORZ ORDER  -  SECOND
 FQ0219  VERT ORDER  -  SECOND    CLASS 0
 FQ0219
 FQ0219.The horizontal coordinates were established by classical geodetic methods
 FQ0219.and adjusted by the National Geodetic Survey in August 1993.
 FQ0219
 FQ0219.The orthometric height was determined by differential leveling
 FQ0219.and adjusted in June 1991.
 FQ0219
 FQ0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0219
 FQ0219.The geoid height was determined by GEOID03.
 FQ0219
 FQ0219.The dynamic height is computed by dividing the NAVD 88
 FQ0219.geopotential number by the normal gravity value computed on the
 FQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0219.degrees latitude (g = 980.6199 gals.).
 FQ0219
 FQ0219.The modeled gravity was interpolated from observed gravity values.
 FQ0219
 FQ0219;                    North         East     Units Scale Factor Converg.
 FQ0219;SPC AZ C     -   455,447.869   294,911.976   MT  0.99998194   +0 30 52.0
 FQ0219;SPC AZ C     - 1,494,251.54    967,558.98   iFT  0.99998194   +0 30 52.0
 FQ0219;UTM  12      - 3,884,547.370   497,984.731   MT  0.99960005   -0 00 45.8
 FQ0219
 FQ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0219!SPC AZ C     -   0.99974547  x   0.99998194  =   0.99972741
 FQ0219!UTM  12      -   0.99974547  x   0.99960005  =   0.99934562
 FQ0219
 FQ0219|---------------------------------------------------------------------|
 FQ0219| PID    Reference Object                     Distance      Geod. Az  |
 FQ0219|                                                           dddmmss.s |
 FQ0219| FQ0221 LOCKE RM 1                           19.760 METERS 07849     |
 FQ0219| CH3564 LOCKE AZ MK                                        1103219.7 |
 FQ0219| FQ0599 LOCKE RM 2                           18.773 METERS 16031     |
 FQ0219| FQ0598 METEOR CRATER OBS SE COR             16.600 METERS 30203     |
 FQ0219|---------------------------------------------------------------------|
 FQ0219
 FQ0219                          SUPERSEDED SURVEY CONTROL
 FQ0219
 FQ0219  NAD 83(1986)-  35 06 13.44533(N)    111 01 19.60880(W) AD(       ) 2
 FQ0219  NAD 27      -  35 06 13.39800(N)    111 01 17.09500(W) AD(       ) 2
 FQ0219  NGVD 29 (??/??/92) 1645.224  (m)         5397.71   (f) ADJ UNCH    2 0
 FQ0219
 FQ0219.Superseded values are not recommended for survey control.
 FQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0219.See file dsdata.txt to determine how the superseded data were derived.
 FQ0219
 FQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9798584547(NAD 83)
 FQ0219_MARKER: DS = TRIANGULATION STATION DISK
 FQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0219_STAMPING: LOCKE 1936
 FQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0219+STABILITY: SURFACE MOTION
 FQ0219
 FQ0219  HISTORY     - Date     Condition        Report By
 FQ0219  HISTORY     - 1936     MONUMENTED       CGS
 FQ0219  HISTORY     - 1953     GOOD             CGS
 FQ0219  HISTORY     - 1958     GOOD             CGS
 FQ0219  HISTORY     - 1958     GOOD             NGS
 FQ0219  HISTORY     - 1971     GOOD             AZHD
 FQ0219  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0219
 FQ0219                          STATION DESCRIPTION
 FQ0219
 FQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0219'STATION IS LOCATED ABOUT 7 MILES NORTH OF METEOR CRATER, ON
 FQ0219'THE HILLSITE OF THE METEOR CRATER OBSERVATORY, 100 YARDS NORTH
 FQ0219'OF U.S. HIGHWAY 66 AND 54 FEET SOUTHEAST OF THE SOUTHEAST
 FQ0219'CORNER OF THE TOWER OF THE NEW STONE BUILDING OR OBSERVATORY.
 FQ0219'MARK SET AS DESCRIBED.  THERE IS NO UNDERGROUND MARK.
 FQ0219'
 FQ0219'TO REACH FROM FLAGSTAFF GO EAST ON U.S. HIGHWAY 66 FOR 41
 FQ0219'MILES AND TURN LEFT (NORTH) AND GO TOWARD OBSERVATORY FOR 100
 FQ0219'YARDS TO STATION.  TO REACH FROM WINSLOW GO WEST ON U.S.
 FQ0219'HIGHWAY 66 FOR 19.2 MILES, TURN RIGHT (NORTH) AT SIGNBOARD
 FQ0219'MARKED METEOR CRATER OBSERVATORY AND GO NORTH FOR 100 YARDS
 FQ0219'TO STATION.  STATION MARK IS ROUNDED AT TOP.
 FQ0219'
 FQ0219'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  MARK,
 FQ0219'IS ROUNDED AT TOP.
 FQ0219'
 FQ0219'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND SET
 FQ0219'ON TOP OF A 2-1/2-INCH PIPE PROJECTING ABOUT 8 INCHES ABOVE
 FQ0219'THE SURFACE OF THE GROUND.
 FQ0219'
 FQ0219'AZIMUTH MARK IS SET IN THE WEST END OF A LARGE ROUND ROCK
 FQ0219'OUTCROP, 100 YARDS SOUTH OF U.S. HIGHWAY 66, 45 YARDS WEST
 FQ0219'OF METEOR CRATER OBSERVATORY SIGNBOARD AND 0.4 MILE EAST OF
 FQ0219'THE STATION.
 FQ0219
 FQ0219                          STATION RECOVERY (1953)
 FQ0219
 FQ0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 FQ0219'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 FQ0219'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 FQ0219'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE HIGHWAY
 FQ0219'LOCATION HAS BEEN CHANGED, AND THE OBSERVATORY IS NOW ABOUT
 FQ0219'0.5 MI. S OF THE HIGHWAY.
 FQ0219
 FQ0219                          STATION RECOVERY (1958)
 FQ0219
 FQ0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0219'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FQ0219'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 FQ0219'IN GOOD CONDITION.
 FQ0219'
 FQ0219'FOLLOWING IS A NEW ROUTE TO THE STATION--
 FQ0219'
 FQ0219'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0219'ON U.S. HIGHWAY 66 FOR 19.0 MILES TO A SIGN METEOR CRATER
 FQ0219'AND T-ROAD ON THE LEFT AND RIMMY JIMS STORE AND SERVICE STATION
 FQ0219'ON THE RIGHT, TURN LEFT, SOUTH, FOLLOW THE PAVED ROAD FOR
 FQ0219'0.35 MILE TO A CROSSROAD (OLD U.S. HIGHWAY 66) TURN LEFT,
 FQ0219'EAST, FOLLOW THE OLD PAVEMENT FOR 0.5 MILE TO A TRACK ROAD
 FQ0219'LEFT, TURN LEFT, NORTH, GO 0.1 MILE TO THE ABANDONED METEOR
 FQ0219'CRATER OBSERVATORY AND THE STATION.
 FQ0219'
 FQ0219'OBSERVATIONS AND TELLUROMETER DISTANCES WERE MADE FROM
 FQ0219'REFERENCE MARK NO. 2.
 FQ0219
 FQ0219                          STATION RECOVERY (1958)
 FQ0219
 FQ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0219'19.0 MI W FROM WINSLOW.
 FQ0219'19.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW
 FQ0219'TO A SIGN METEOR CRATER, THENCE SOUTH 0.35 MILE ON THE PAVED ROAD TO A
 FQ0219'CROSSROAD (OLD U.S. HIGHWAWY 66), THENCE EAST 0.5 MILE ON THE OLD
 FQ0219'PAVEMENT, THENCE NORTH 0.1 MILE TO THE ABANDONED METEOR CRATER
 FQ0219'OBSERVATORY, 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FQ0219'OBSERVATORY, SET IN THE TOP OF A CONCRETE CYLINDER.
 FQ0219
 FQ0219                          STATION RECOVERY (1971)
 FQ0219
 FQ0219'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0219'GENERAL LOCATION INT. 40, BETWEEN FLAGSTAFF AND WINSLOW.  THE
 FQ0219'STATION IS LOCATED ABOUT 1/2 MILES SOUTH OF INT. 40 AND ABOUT
 FQ0219'1/2 MILE EAST OF METEOR ROAD.  THE STATION IS NEAR THE RUINS OF
 FQ0219'AN OLD STONE BUILDING.  TO REACH FROM METEOR ROAD OVERPASS WHICH
 FQ0219'LIES BETWEEN MILEPOST 234 AND 235, SOUTH ON METEOR ROAD FOR 0.4
 FQ0219'MILES.  THENCE EAST ON AN ABANDONED ROAD FOR 0.5 MILES.  RIGHT,
 FQ0219'NORTH FOR 0.1 MILES TO THE RUINS OF A STONE BUILDING AND TO THE
 FQ0219'STATION LOCATED 54 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FQ0219'STONE BUILDING.  THE STATION IS A STANDARD USC AND GS
 FQ0219'TRIANGULATION BRASS CAP, SET IN A ROUNDED 10 IN CONCRETE
 FQ0219'MONUMENT, UP 0.5 FT.  THE CAP IS BADLY BATTERED AND IS
 FQ0219'STAMPED, LOCKE 1936.  R.M. 1 IS A STANDARD USC AND GS
 FQ0219'REFERENCE MARK BRASS CAP, LOCATED ABOUT 65 FT NORTHEAST OF
 FQ0219'THE STATION, SET ON A 3 IN PIPE, UP 0.3 FT, STAMPED, LOCKE NO
 FQ0219'1 1936.  R.M. 2 IS A STANDARD USC AND GS REFERENCE MARK
 FQ0219'BRASS CAP, SET IN A ROUNDED 10 IN CONCRETE MONUMENT, UP 0.5 FT,
 FQ0219'STAMPED, LOCKE NO 2 1936.  THE AZIMUTH MARK IS A STANDARD USC
 FQ0219'AND GS REFERENCE MARK BRASS CAP, SET IN A ROCK OUTCROP ABOUT
 FQ0219'300 FT SOUTH OF AN ABANDONED ROAD.  IT IS STAMPED, LOCKE
 FQ0219'1936.  TO REACH FROM THE MAIN STATION, EASTERLY ON THE
 FQ0219'ABANDONED ROAD FOR 0.6 MILES.  PACK TO THE STATION ON THE
 FQ0219'SOUTH.
 FQ0219
 FQ0219                          STATION RECOVERY (1983)
 FQ0219
 FQ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0221 ***********************************************************************
 FQ0221  DESIGNATION -  LOCKE RM 1
 FQ0221  PID         -  FQ0221
 FQ0221  STATE/COUNTY-  AZ/COCONINO
 FQ0221  USGS QUAD   -  METEOR CRATER (1983)
 FQ0221
 FQ0221                         *CURRENT SURVEY CONTROL
 FQ0221  ___________________________________________________________________
 FQ0221* NAD 83(1986)-  35 06 12.     (N)    111 01 21.     (W)     SCALED    
 FQ0221* NAVD 88     -      1646.010  (meters)    5400.28   (feet)  ADJUSTED  
 FQ0221  ___________________________________________________________________
 FQ0221  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FQ0221  DYNAMIC HT  -        1643.783 (meters)    5392.98  (feet)  COMP
 FQ0221  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 FQ0221
 FQ0221  VERT ORDER  -  SECOND    CLASS 0
 FQ0221
 FQ0221.The horizontal coordinates were scaled from a topographic map and have
 FQ0221.an estimated accuracy of +/- 6 seconds.
 FQ0221
 FQ0221.The orthometric height was determined by differential leveling
 FQ0221.and adjusted in June 1991.
 FQ0221
 FQ0221.The geoid height was determined by GEOID03.
 FQ0221
 FQ0221.The dynamic height is computed by dividing the NAVD 88
 FQ0221.geopotential number by the normal gravity value computed on the
 FQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0221.degrees latitude (g = 980.6199 gals.).
 FQ0221
 FQ0221.The modeled gravity was interpolated from observed gravity values.
 FQ0221
 FQ0221;                    North         East    Units  Estimated Accuracy
 FQ0221;SPC AZ C     -   455,400.      294,880.      MT  (+/- 180 meters Scaled)
 FQ0221
 FQ0221                          SUPERSEDED SURVEY CONTROL
 FQ0221
 FQ0221  NGVD 29 (??/??/92) 1645.152  (m)         5397.47   (f) ADJ UNCH    2 0
 FQ0221
 FQ0221.Superseded values are not recommended for survey control.
 FQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0221.See file dsdata.txt to determine how the superseded data were derived.
 FQ0221
 FQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD979845(NAD 83)
 FQ0221_MARKER: DR = REFERENCE MARK DISK
 FQ0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0221_STAMPING: LOCKE NO 1 1936
 FQ0221_MARK LOGO: CGS   
 FQ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0221
 FQ0221  HISTORY     - Date     Condition        Report By
 FQ0221  HISTORY     - 1936     MONUMENTED       CGS
 FQ0221  HISTORY     - 1958     GOOD             NGS
 FQ0221  HISTORY     - 1983     GOOD             NGS
 FQ0221
 FQ0221                          STATION DESCRIPTION
 FQ0221
 FQ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0221'19.0 MI W FROM WINSLOW.
 FQ0221'19.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW
 FQ0221'TO A SIGN METEOR CRATER, THENCE SOUTH 0.35 MILE ON THE PAVED ROAD TO A
 FQ0221'CROSSROAD (OLD U.S. HIGHWAY 66), THENCE EAST 0.5 MILE ON THE OLD
 FQ0221'PAVEMENT, THENCE NORTH 0.1 MILE TO THE ABANDONED METEOR CRATER
 FQ0221'OBSERVATORY, RIVITED TO THE TOP OF A 2 1/2 INCH PIPE THAT PROJECTS 8
 FQ0221'INCHES.
 FQ0221
 FQ0221                          STATION RECOVERY (1983)
 FQ0221
 FQ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0220 ***********************************************************************
 FQ0220  DESIGNATION -  LOCKE RM 2
 FQ0220  PID         -  FQ0220
 FQ0220  STATE/COUNTY-  AZ/COCONINO
 FQ0220  USGS QUAD   -  METEOR CRATER (1983)
 FQ0220
 FQ0220                         *CURRENT SURVEY CONTROL
 FQ0220  ___________________________________________________________________
 FQ0220* NAD 83(1986)-  35 06 13.     (N)    111 01 20.     (W)     SCALED    
 FQ0220* NAVD 88     -      1644.945  (meters)    5396.79   (feet)  ADJUSTED  
 FQ0220  ___________________________________________________________________
 FQ0220  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FQ0220  DYNAMIC HT  -        1642.720 (meters)    5389.49  (feet)  COMP
 FQ0220  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 FQ0220
 FQ0220  VERT ORDER  -  SECOND    CLASS 0
 FQ0220
 FQ0220.The horizontal coordinates were scaled from a topographic map and have
 FQ0220.an estimated accuracy of +/- 6 seconds.
 FQ0220
 FQ0220.The orthometric height was determined by differential leveling
 FQ0220.and adjusted in June 1991.
 FQ0220
 FQ0220.The geoid height was determined by GEOID03.
 FQ0220
 FQ0220.The dynamic height is computed by dividing the NAVD 88
 FQ0220.geopotential number by the normal gravity value computed on the
 FQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0220.degrees latitude (g = 980.6199 gals.).
 FQ0220
 FQ0220.The modeled gravity was interpolated from observed gravity values.
 FQ0220
 FQ0220;                    North         East    Units  Estimated Accuracy
 FQ0220;SPC AZ C     -   455,430.      294,900.      MT  (+/- 180 meters Scaled)
 FQ0220
 FQ0220                          SUPERSEDED SURVEY CONTROL
 FQ0220
 FQ0220  NGVD 29 (??/??/92) 1644.087  (m)         5393.98   (f) ADJ UNCH    2 0
 FQ0220
 FQ0220.Superseded values are not recommended for survey control.
 FQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0220.See file dsdata.txt to determine how the superseded data were derived.
 FQ0220
 FQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD979845(NAD 83)
 FQ0220_MARKER: DR = REFERENCE MARK DISK
 FQ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0220_STAMPING: LOCKE NO 2 1936
 FQ0220_MARK LOGO: CGS   
 FQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0220+STABILITY: SURFACE MOTION
 FQ0220
 FQ0220  HISTORY     - Date     Condition        Report By
 FQ0220  HISTORY     - 1936     MONUMENTED       CGS
 FQ0220  HISTORY     - 1958     GOOD             NGS
 FQ0220  HISTORY     - 1983     GOOD             NGS
 FQ0220
 FQ0220                          STATION DESCRIPTION
 FQ0220
 FQ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FQ0220'19.0 MI W FROM WINSLOW.
 FQ0220'19.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW
 FQ0220'TO A SIGN METEOR CRATER, THENCE SOUTH 0.35 MILE ON THE PAVED ROAD TO A
 FQ0220'CROSSROAD (OLD U.S. HIGHWAY 66), THENCE EAST 0.5 MILE ON THE OLD
 FQ0220'PAVEMENT, THENCE NORTH 0.1 MILE TO THE ABANDONED METEOR CRATER
 FQ0220'OBSERVATORY, 61 FEET SOUTH OF THE STATION MARK, SET IN THE TOP OF A
 FQ0220'CONCRETE CYLINDER.
 FQ0220
 FQ0220                          STATION RECOVERY (1983)
 FQ0220
 FQ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0599 ***********************************************************************
 FQ0599  DESIGNATION -  LOCKE RM 2
 FQ0599  PID         -  FQ0599
 FQ0599  STATE/COUNTY-  AZ/COCONINO
 FQ0599  USGS QUAD   -  METEOR CRATER (1983)
 FQ0599
 FQ0599                         *CURRENT SURVEY CONTROL
 FQ0599  ___________________________________________________________________
 FQ0599* NAD 83(1992)-  35 06 12.87710(N)    111 01 19.35849(W)     ADJUSTED  
 FQ0599* NAVD 88     -      1644.95   (+/-2cm)    5396.8    (feet)  VERTCON   
 FQ0599  ___________________________________________________________________
 FQ0599  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FQ0599  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FQ0599  HORZ ORDER  -  SECOND
 FQ0599  VERT ORDER  -  THIRD ? (See Below)
 FQ0599
 FQ0599.The horizontal coordinates were established by classical geodetic methods
 FQ0599.and adjusted by the National Geodetic Survey in August 1993.
 FQ0599
 FQ0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0599.The vertical order pertains to the NGVD 29 superseded value.
 FQ0599
 FQ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0599
 FQ0599.The geoid height was determined by GEOID03.
 FQ0599
 FQ0599;                    North         East     Units Scale Factor Converg.
 FQ0599;SPC AZ C     -   455,430.228   294,918.394   MT  0.99998195   +0 30 52.2
 FQ0599;SPC AZ C     - 1,494,193.66    967,580.03   iFT  0.99998195   +0 30 52.2
 FQ0599;UTM  12      - 3,884,529.677   497,990.984   MT  0.99960005   -0 00 45.6
 FQ0599
 FQ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0599!SPC AZ C     -   0.99974565  x   0.99998195  =   0.99972760
 FQ0599!UTM  12      -   0.99974565  x   0.99960005  =   0.99934580
 FQ0599
 FQ0599:                Primary Azimuth Mark                     Grid Az
 FQ0599:SPC AZ C     -  WINONA                                   286 11 38.9
 FQ0599:UTM  12      -  WINONA                                   286 43 16.7
 FQ0599
 FQ0599|---------------------------------------------------------------------|
 FQ0599| PID    Reference Object                     Distance      Geod. Az  |
 FQ0599|                                                           dddmmss.s |
 FQ0599| FQ0191 WINONA                              APPROX.36.7 KM 2864231.1 |
 FQ0599| FQ0219 LOCKE                                18.773 METERS 34031     |
 FQ0599|---------------------------------------------------------------------|
 FQ0599
 FQ0599                          SUPERSEDED SURVEY CONTROL
 FQ0599
 FQ0599  NAD 83(1986)-  35 06 12.87089(N)    111 01 19.36156(W) AD(       ) 2
 FQ0599  NAD 27      -  35 06 12.82370(N)    111 01 16.84790(W) AD(       ) 2
 FQ0599  NGVD 29 (07/19/86) 1644.09   (m)         5394.0    (f) LEVELING    3  
 FQ0599
 FQ0599.Superseded values are not recommended for survey control.
 FQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0599.See file dsdata.txt to determine how the superseded data were derived.
 FQ0599
 FQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9799184530(NAD 83)
 FQ0599_MARKER: DR = REFERENCE MARK DISK
 FQ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0599+STABILITY: SURFACE MOTION
 FQ0599
 FQ0599  HISTORY     - Date     Condition        Report By
 FQ0599  HISTORY     - 1958     MONUMENTED       CGS
 FQ0599
 FQ0599                          STATION DESCRIPTION
 FQ0599
 FQ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0599'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF METEOR CRATER
 FQ0599'OBSERVATORY, 20 MILES WEST OF WINSLOW, AND 1/2 MILE SOUTHEAST
 FQ0599'OF RIMMY JIMS STORE AND SERVICE STATION.
 FQ0599'
 FQ0599'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0599'ON U.S. HIGHWAY 66 FOR 19.0 MILES TO A SIGN METEOR CRATER,
 FQ0599'A T-ROAD ON THE LEFT AND RIMMY JIMS STORE AND SERVICE STATION
 FQ0599'ON THE RIGHT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR
 FQ0599'0.35 MILE TO A CROSSROAD (OLD U.S. HIGHWAY 66), TURN LEFT,
 FQ0599'EAST, AND FOLLOW THE OLD PAVEMENT FOR 0.5 MILE TO A TRACK
 FQ0599'ROAD LEFT.  TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR
 FQ0599'0.1 MILE TO THE ABANDONED METEOR CRATER OBSERVATORY AND THE
 FQ0599'STATION.
 FQ0599'
 FQ0599'THE STATION MARK, STAMPED, LOCKE NO 2 1936, IS A STANDARD
 FQ0599'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5896 ***********************************************************************
 DJ5896  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5896  DESIGNATION -  LOCKRIDGE
 DJ5896  PID         -  DJ5896
 DJ5896  STATE/COUNTY-  AZ/MARICOPA
 DJ5896  USGS QUAD   -  TOLLESON (1982)
 DJ5896
 DJ5896                         *CURRENT SURVEY CONTROL
 DJ5896  ___________________________________________________________________
 DJ5896* NAD 83(2007)-  33 26 55.79669(N)    112 19 50.96459(W)     ADJUSTED  
 DJ5896* NAVD 88     -       296.28   (meters)     972.0    (feet)  GPS OBS   
 DJ5896  ___________________________________________________________________
 DJ5896  EPOCH DATE  -        2007.00
 DJ5896  X           -  -2,024,174.319 (meters)                     COMP
 DJ5896  Y           -  -4,927,894.050 (meters)                     COMP
 DJ5896  Z           -   3,495,747.029 (meters)                     COMP
 DJ5896  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DJ5896  ELLIP HEIGHT-         265.903 (meters)          (03/21/07) ADJUSTED
 DJ5896  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DJ5896  HORZ ORDER  -  FIRST
 DJ5896  ELLP ORDER  -  FOURTH    CLASS I
 DJ5896
 DJ5896.The horizontal coordinates were established by GPS observations
 DJ5896.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5896
 DJ5896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5896.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5896.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5896.The epoch date for horizontal control is a decimal equivalence
 DJ5896.of Year/Month/Day.
 DJ5896
 DJ5896.The orthometric height was determined by GPS observations and a
 DJ5896.high-resolution geoid model.
 DJ5896.The orthometric height was determined by GPS observations and a
 DJ5896.high-resolution geoid model using precise GPS observation and
 DJ5896.processing techniques.
 DJ5896
 DJ5896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5896
 DJ5896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5896
 DJ5896.The ellipsoidal height was determined by GPS observations
 DJ5896.and is referenced to NAD 83.
 DJ5896
 DJ5896.The geoid height was determined by GEOID03.
 DJ5896
 DJ5896;                    North         East     Units Scale Factor Converg.
 DJ5896;SPC AZ C     -   271,602.580   174,856.585   MT  0.99991827   -0 13 41.8
 DJ5896;SPC AZ C     -   891,084.58    573,676.46   iFT  0.99991827   -0 13 41.8
 DJ5896;UTM  12      - 3,701,838.218   376,308.884   MT  0.99978862   -0 44 01.1
 DJ5896
 DJ5896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5896!SPC AZ C     -   0.99995826  x   0.99991827  =   0.99987653
 DJ5896!UTM  12      -   0.99995826  x   0.99978862  =   0.99974689
 DJ5896
 DJ5896                          SUPERSEDED SURVEY CONTROL
 DJ5896
 DJ5896.No superseded survey control is available for this station.
 DJ5896
 DJ5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7630901838(NAD 83)
 DJ5896_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5896_STAMPING: LOCKRIDGE 2006
 DJ5896_MARK LOGO: NGS   
 DJ5896_PROJECTION: FLUSH
 DJ5896_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5896+STABILITY: SURFACE MOTION
 DJ5896
 DJ5896  HISTORY     - Date     Condition        Report By
 DJ5896  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5896
 DJ5896                          STATION DESCRIPTION
 DJ5896
 DJ5896'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5896'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5896'ON DYSART ROAD, 0.8KM, TO VAN BUREN STREET. TRAVEL EAST ON VAN BUREN
 DJ5896'STREET, 1.1KM TO THE LOCKRIDGE WATER TREATMENT FACILITY ENTRANCE ON
 DJ5896'THE SOUTH SIDE OF VAN BUREN STREET.  TRAVEL WEST ALONG GRAVEL ACCESS
 DJ5896'ROAD, PARALLEL WITH VAN BUREN STREET, 138M, TO A FLOOD CONTROL
 DJ5896'DISTRICT GATE.  CONTINUE THROUGH GATE AND TRAVEL SOUTH ON FLOOD
 DJ5896'CONTROL LEVEE 57M TO A LEVEE EXIT RAMP TO THE EAST.  CONTINUE DOWN
 DJ5896'RAMP, 33M, TOWARD TREATMENT FACILITY FENCE LINE. MARK IS A NGS
 DJ5896'HORIZONTAL CONTROL DISK, STAMPED LOCKRIDGE 2006, IN A CONCRETE POST,
 DJ5896'LEVEL WITH GROUND.  STATION IS 7.5M WEST OF LOCKRIDGE FENCELINE AT THE
 DJ5896'TOE OF FLOOD CONTROL DISTRICT LEVEE AND 1.5M EAST OF CARSONITE WITNESS
 DJ5896'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0470 ***********************************************************************
 ER0470  DESIGNATION -  LOCO
 ER0470  PID         -  ER0470
 ER0470  STATE/COUNTY-  AZ/APACHE
 ER0470  USGS QUAD   -  LOCO KNOLL (1968)
 ER0470
 ER0470                         *CURRENT SURVEY CONTROL
 ER0470  ___________________________________________________________________
 ER0470* NAD 83(1992)-  34 00 28.08714(N)    109 06 08.49597(W)     ADJUSTED  
 ER0470* NAVD 88     -      2765.1    (meters)    9072.     (feet)  VERTCON   
 ER0470  ___________________________________________________________________
 ER0470  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 ER0470  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 ER0470  HORZ ORDER  -  FIRST
 ER0470
 ER0470.The horizontal coordinates were established by classical geodetic methods
 ER0470.and adjusted by the National Geodetic Survey in August 1993.
 ER0470
 ER0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0470
 ER0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0470
 ER0470.The geoid height was determined by GEOID03.
 ER0470
 ER0470;                    North         East     Units Scale Factor Converg.
 ER0470;SPC AZ E     -   334,029.903   311,669.057   MT  1.00001910   +0 35 43.2
 ER0470;SPC AZ E     - 1,095,898.63  1,022,536.28   iFT  1.00001910   +0 35 43.2
 ER0470;SPC NM W     -   334,250.875   712,778.114   MT  1.00008600   -0 42 35.5
 ER0470;SPC NM W     - 1,096,621.41  2,338,506.20   sFT  1.00008600   -0 42 35.5
 ER0470;UTM  12      - 3,764,644.487   675,239.010   MT  0.99997856   +1 03 41.9
 ER0470
 ER0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0470!SPC AZ E     -   0.99956959  x   1.00001910  =   0.99958869
 ER0470!SPC NM W     -   0.99956959  x   1.00008600  =   0.99965556
 ER0470!UTM  12      -   0.99956959  x   0.99997856  =   0.99954816
 ER0470
 ER0470|---------------------------------------------------------------------|
 ER0470| PID    Reference Object                     Distance      Geod. Az  |
 ER0470|                                                           dddmmss.s |
 ER0470| CD3120 LOCO RM 1                             6.248 METERS 11253     |
 ER0470| CD3119 LOCO AZ MK                                         1704940.2 |
 ER0470| CD3121 LOCO RM 2                            10.439 METERS 23757     |
 ER0470|---------------------------------------------------------------------|
 ER0470
 ER0470                          SUPERSEDED SURVEY CONTROL
 ER0470
 ER0470  NAD 83(1986)-  34 00 28.08609(N)    109 06 08.50142(W) AD(       ) 1
 ER0470  NAD 27      -  34 00 27.90404(N)    109 06 06.20991(W) AD(       ) 1
 ER0470  NGVD 29 (07/19/86) 2764.0    (m)         9068.     (f) VERT ANG    3  
 ER0470
 ER0470.Superseded values are not recommended for survey control.
 ER0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0470.See file dsdata.txt to determine how the superseded data were derived.
 ER0470
 ER0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7523964644(NAD 83)
 ER0470_MARKER: DS = TRIANGULATION STATION DISK
 ER0470_SETTING: 66 = SET IN ROCK OUTCROP
 ER0470
 ER0470  HISTORY     - Date     Condition        Report By
 ER0470  HISTORY     - 1936     MONUMENTED       CGS
 ER0470  HISTORY     - 1978     GOOD             NGS
 ER0470
 ER0470                          STATION DESCRIPTION
 ER0470
 ER0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0470'THE STATION IS LOCATED ON SUMMIT OF WOODED KNOB KNOWN AS LOCO KNOLL
 ER0470'IN NW 1/4, SEC. 17, T. 7 N, R. 31 E, IN AREA OF APACHE NATIONAL
 ER0470'FOREST.
 ER0470'
 ER0470'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 ER0470'HOLES IN ROCKS.
 ER0470'
 ER0470'REFERENCE MARK NO. 1 IS 6.204 METERS (20.35 FEET) FROM THE
 ER0470'STATION S 67 DEG 07 MIN E.
 ER0470'
 ER0470'REFERENCE MARK NO. 2 IS 10.404 METERS (34.13 FEET) FROM THE
 ER0470'STATION S 57 DEG 57 MIN W.
 ER0470'
 ER0470'AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE IS ABOUT
 ER0470'100 FEET SW OF ROAD WHERE IT TURNS NORTHEASTWARD, ON THE NW
 ER0470'EDGE OF TIMBER LINE AND SE EDGE OF OPENING, AND APPROXIMATELY
 ER0470'0.4 MILE FROM THE STATION S 09 DEG 10 MIN E.
 ER0470'
 ER0470'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 ER0470'STATE HIGHWAY 81 AT 0.7 MILE E OF SPRINGERVILLE, GO S ON
 ER0470'GRAVELED STATE HIGHWAY 81 FOR 12.0 MILES, TURN LEFT (E) ON
 ER0470'DIRT ROAD WHICH LEADS BETWEEN TWO CATTLE GUARDS AND GO 1.3 MILES
 ER0470'TO SUMMIT OF GRADE AND Y, BEAR RIGHT AND GO 1.2 MILES TO A Y
 ER0470'IN ROAD, BEAR RIGHT AND GO 0.2 MILE TO Y, BEAR LEFT AND GO 0.3
 ER0470'MILE TO Y, BEAR RIGHT AND GO 0.5 MILE, PASS THROUGH A WIRE
 ER0470'GATE NEAR A RANCH HOUSE AND CONTINUE E AND S 0.75 MILE TO A Y,
 ER0470'BEAR LEFT ALONG E L C RANCH ROAD FOR 1.5 MILES TO A WASH,
 ER0470'CONTINUE UP WASH 1.7 MILES TO A SADDLE AND SMALL CLEARING ON
 ER0470'LEFT, TURN LEFT LEAVING ROAD AND DRIVE N AS FAR AS
 ER0470'POSSIBLE, PACK N 0.5 MILE THROUGH WOODS.
 ER0470
 ER0470                          STATION RECOVERY (1978)
 ER0470
 ER0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ER0470'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 ER0470'AND FOUND IN GOOD CONDITION.  NO ANGLES OR MEASUREMENTS MADE AT
 ER0470'THIS TIME.
 ER0470'
 ER0470'A NEW DESCRIPTION FOLLOWS--
 ER0470'
 ER0470'FROM THE JUNCTION OF U.S. HWY. 60 AND 180-666, 0.7 MILES EAST OF
 ER0470'SPRINGERVILLE, TRAVEL SOUTH ON HWY. 180-666 TO MILE POST 411.64
 ER0470'AND A BLADED ROAD ON THE LEFT, (AN OLD SAWMILL AND SAWDUST BURNER
 ER0470'IS ON THE SOUTHEAST CORNER) TURN LEFT AND TRAVEL 1.39 MILES TO A
 ER0470'WIDE BLADED ROAD ON LEFT (THIS ROAD LEADS TO A CINDER PIT JUST
 ER0470'NORTHEAST OF STATION LOCO).  TURN LEFT AND CONTINUE FOR 4.55
 ER0470'MILES TO A TRAIL TO THE RIGHT JUST BEFORE THE CINDER PIT, TURN
 ER0470'RIGHT AND GO 0.2 MILE AND END OF TRUCK TRAVEL.  IT IS BEST TO
 ER0470'PACK FROM SOUTHEAST SIDE OF KNOLL TO AVOID ROCK OUTCROPS THAT
 ER0470'EXTEND TO THE EAST.  STATION IS ON HIGHEST POINT AT EAST END OF
 ER0470'KNOLL.  ABOUT A 25 MINUTE PACK.
 ER0470'
 ER0470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 ER0470'SOUTHEAST OF SPRINGERVILLE.
 ER0470'
 ER0470'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0506 ***********************************************************************
 GO0506  DESIGNATION -  LOHALI
 GO0506  PID         -  GO0506
 GO0506  STATE/COUNTY-  AZ/APACHE
 GO0506  USGS QUAD   -  LOHALI POINT (1972)
 GO0506
 GO0506                         *CURRENT SURVEY CONTROL
 GO0506  ___________________________________________________________________
 GO0506* NAD 83(1992)-  36 08 50.60687(N)    109 49 03.64334(W)     ADJUSTED  
 GO0506* NAVD 88     -      2293.1    (meters)    7523.     (feet)  VERTCON   
 GO0506  ___________________________________________________________________
 GO0506  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 GO0506  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GO0506  HORZ ORDER  -  FIRST
 GO0506
 GO0506.The horizontal coordinates were established by classical geodetic methods
 GO0506.and adjusted by the National Geodetic Survey in August 1993.
 GO0506
 GO0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0506
 GO0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0506
 GO0506.The geoid height was determined by GEOID03.
 GO0506
 GO0506;                    North         East     Units Scale Factor Converg.
 GO0506;SPC AZ E     -   570,922.208   244,764.304   MT  0.99991215   +0 12 21.1
 GO0506;SPC AZ E     - 1,873,104.36    803,032.49   iFT  0.99991215   +0 12 21.1
 GO0506;UTM  12      - 4,000,943.835   606,363.485   MT  0.99973939   +0 41 50.9
 GO0506
 GO0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0506!SPC AZ E     -   0.99964344  x   0.99991215  =   0.99955562
 GO0506!UTM  12      -   0.99964344  x   0.99973939  =   0.99938292
 GO0506
 GO0506|---------------------------------------------------------------------|
 GO0506| PID    Reference Object                     Distance      Geod. Az  |
 GO0506|                                                           dddmmss.s |
 GO0506| CD4505 LOHALI RM 1                           9.485 METERS 02829     |
 GO0506| CD4504 LOHALI AZ MK                                       2490823.2 |
 GO0506| CD4506 LOHALI RM 2                           9.220 METERS 28704     |
 GO0506|---------------------------------------------------------------------|
 GO0506
 GO0506                          SUPERSEDED SURVEY CONTROL
 GO0506
 GO0506  NAD 83(1986)-  36 08 50.61024(N)    109 49 03.64221(W) AD(       ) 1
 GO0506  NAD 27      -  36 08 50.60300(N)    109 49 01.23100(W) AD(       ) 1
 GO0506  NGVD 29 (08/22/88) 2292.1    (m)         7520.     (f) VERT ANG    3  
 GO0506
 GO0506.Superseded values are not recommended for survey control.
 GO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0506.See file dsdata.txt to determine how the superseded data were derived.
 GO0506
 GO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF0636300944(NAD 83)
 GO0506_MARKER: DS = TRIANGULATION STATION DISK
 GO0506_SETTING: 66 = SET IN ROCK OUTCROP
 GO0506
 GO0506  HISTORY     - Date     Condition        Report By
 GO0506  HISTORY     - 1951     MONUMENTED       CGS
 GO0506  HISTORY     - 1955     GOOD             USGS
 GO0506  HISTORY     - 1968     GOOD             USGS
 GO0506  HISTORY     - 1972     GOOD             USGS
 GO0506  HISTORY     - 1973     GOOD             AZHD
 GO0506
 GO0506                          STATION DESCRIPTION
 GO0506
 GO0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0506'THE STATION IS LOCATED ALONG THE SOUTHEASTERN RIM OF THE
 GO0506'HIGH MESA KNOWN AS LOHALI POINT.  IT IS ABOUT 3 MILES AIRLINE
 GO0506'EAST OF THE BLACK MOUNTAIN TRADING POST, ABOUT 10 MILES
 GO0506'AIRLINE NORTH OF SALINA TRADING POST, AND ABOUT 24 MILES
 GO0506'AIRLINE EAST OF PINON.
 GO0506'
 GO0506'THE STATION IS 45 FEET NORTHEAST OF A CLIFF, AND 32 FEET
 GO0506'SOUTHEAST OF A CLIFF.  IT IS A STANDARD DISK SET IN A DRILL
 GO0506'HOLE IN BEDROCK THAT IS FLUSH WITH THE SURROUNDING ROCK.
 GO0506'THE DISK IS STAMPED--LOHALI 1951.
 GO0506'
 GO0506'REFERENCE MARK NUMBER ONE IS 2 FEET LOWER THAN THE STATION.
 GO0506'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 GO0506'PROJECTS 1 FOOT.  THE DISK IS STAMPED--LOHALI NO 1 1951.
 GO0506'
 GO0506'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 GO0506'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 GO0506'THAT PROJECTS 1/2 FOOT.  THE DISK IS STAMPED--LOHALI NO 2 1951.
 GO0506'
 GO0506'THE AZIMUTH MARK IS ON THE SOUTHWESTERN RIM OF THE MESA, 4 FEET
 GO0506'NORTHEAST OF A 4-FOOT CAIRN, AND 40 FEET WEST OF A CLIFF.
 GO0506'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 GO0506'PROJECTS 1 FOOT.  THE DISK IS STAMPED--LOHALI 1951.  TO REACH
 GO0506'THE MARK FROM THE STATION GO SOUTHWEST ALONG THE RIM
 GO0506'OF THE MESA FOR ABOUT 1/4 MILE TO THE SOUTHWEST EDGE OF THE
 GO0506'MESA AND THE MARK.
 GO0506'12
 GO0506'TO REACH THE STATION FROM SALINA GO WEST ALONG THE SOUTH SIDE
 GO0506'OF THE TRADING POST AND TURN SHARP RIGHT, NORTH, AND GO DOWN
 GO0506'THE CANYON ROAD FOR 3.3 MILES TO A CROSS ROAD.  KEEP
 GO0506'STRAIGHT AHEAD, NORTH, AND GO 1.5 MILES TO A FORK.  TAKE THE
 GO0506'RIGHT FORK AND GO 1.5 MILE TO A CROSS ROAD.  KEEP
 GO0506'STRAIGHT AHEAD, NORTH, AND GO 1.9 MILE TO A FORK THAT IS
 GO0506'ABOUT 200 YARDS EAST OF 2 HOGANS.  TAKE THE RIGHT FORK,
 GO0506'NORTH, AND GO 1.0 MILE TO AN OPEN GRASSY FLAT.  TURN
 GO0506'RIGHT, NORTH-NORTHEASTERLY, AND GO CROSS COUNTRY FOR 0.75
 GO0506'MILE TO THE BASE OF THE MOUNTAIN.  A LARGE PINNACLE STANDS DUE
 GO0506'EAST OF THE END OF TRUCK TRAVEL.  PACK EASTERLY UP THE STEEL
 GO0506'SLOPE TO A BLACK RIDGE AND GO EAST ALONG THE BLACK RIDGE
 GO0506'TOWARD THE PINNACLE.  AT THE BASE OF THE PINNACLE GO
 GO0506'NORTHEAST DOWN THE SLOPE AND UP ON TO THE RIM OF THE
 GO0506'LARGE MESA.  FROM THE RIM OF THE MESA GO NORTHEAST
 GO0506'ACROSS THE TOP OF THE MESA TO THE HIGHEST POINT ON THE APPARENT
 GO0506'SOUTHEASTERN RIM AND THE STATION.  THIS IS ABOUT A 2-1/2
 GO0506'HOUR PACK.
 GO0506'
 GO0506'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 GO0506
 GO0506                          STATION RECOVERY (1955)
 GO0506
 GO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0506'RECOVERED AS DESCRIBED BY NGS IN 1951.  ALL MARKS IN GOOD
 GO0506'CONDITION.
 GO0506
 GO0506                          STATION RECOVERY (1968)
 GO0506
 GO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0506'RECOVERED AS DESCRIBED BY NGS.  STATION REACHED BY HELICOPTER.
 GO0506
 GO0506                          STATION RECOVERY (1972)
 GO0506
 GO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GO0506'1972 RECOVERY FROM FORM 9-1165--NEW TO REACH FOLLOWS.
 GO0506'
 GO0506'TO REACH FROM COTTONWOOD SCHOOL, GO ABOUT 1 MI E. ON NAVAJO HWY.
 GO0506'4 TO GORMANS STORE AT JCT. OF HWY. 4 AND GRAVEL RD. S. TO SALINA.
 GO0506'GO 6.2 MI N. ON OLD BLACKTOP TOWARD BLACK MTN. TRADING POST TO
 GO0506'DIRT RD. N.  GO LEFT KEEPING TO W. OF HOUSES AND E. OF MAIN DRAIN
 GO0506'0.8 MI TO Y-RD.  GO RIGHT 1.5 MI KEEPING ON MAIN-TRAVELED RD. TO
 GO0506'TOP OF DUGWAY AND Y-RD.  GO RIGHT 0.1 MI TO FLAT AND Y-RD.
 GO0506'(4-WHEEL DRIVE FROM THIS POINT).  GO STRAIGHT 1.7 MI NE. TO TOP OF
 GO0506'DUGWAY AND Y-RD.  GO RIGHT ON MAIN-TRAVELED RD. 1.3 MI TO Y-RD.
 GO0506'GO RIGHT KEEPING ON MAIN-TRAVELED RD. 1.8 MI TO END OF TRUCK
 GO0506'TRAVEL AND END OF RD.  WALK ABOUT 300 FT SE. TO EDGE OF MESA AND
 GO0506'STATION.
 GO0506
 GO0506                          STATION RECOVERY (1973)
 GO0506
 GO0506'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (JHW)
 GO0506'A.  GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 GO0506'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 GO0506'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1912 ***********************************************************************
 CZ1912  DESIGNATION -  LOMA
 CZ1912  PID         -  CZ1912
 CZ1912  STATE/COUNTY-  AZ/PINAL
 CZ1912  USGS QUAD   -  NINETYSIX HILLS NW (1993)
 CZ1912
 CZ1912                         *CURRENT SURVEY CONTROL
 CZ1912  ___________________________________________________________________
 CZ1912* NAD 83(1992)-  32 56 13.32848(N)    111 09 34.17997(W)     ADJUSTED  
 CZ1912* NAVD 88     -       872.6    (meters)    2863.     (feet)  VERTCON   
 CZ1912  ___________________________________________________________________
 CZ1912  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 CZ1912  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CZ1912  HORZ ORDER  -  FIRST
 CZ1912
 CZ1912.The horizontal coordinates were established by classical geodetic methods
 CZ1912.and adjusted by the National Geodetic Survey in August 1993.
 CZ1912
 CZ1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1912
 CZ1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1912
 CZ1912.The geoid height was determined by GEOID03.
 CZ1912
 CZ1912;                    North         East     Units Scale Factor Converg.
 CZ1912;SPC AZ C     -   215,023.637   284,164.165   MT  0.99996179   +0 24 42.1
 CZ1912;SPC AZ C     -   705,458.13    932,297.13   iFT  0.99996179   +0 24 42.1
 CZ1912;UTM  12      - 3,644,318.033   485,090.113   MT  0.99960274   -0 05 12.2
 CZ1912
 CZ1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1912!SPC AZ C     -   0.99986755  x   0.99996179  =   0.99982934
 CZ1912!UTM  12      -   0.99986755  x   0.99960274  =   0.99947034
 CZ1912
 CZ1912|---------------------------------------------------------------------|
 CZ1912| PID    Reference Object                     Distance      Geod. Az  |
 CZ1912|                                                           dddmmss.s |
 CZ1912| CH5867 LOMA RM 2                            12.578 METERS 07843     |
 CZ1912| CH5865 LOMA AZ MK                                         2900537.9 |
 CZ1912| CH5866 LOMA RM 1                            16.570 METERS 32402     |
 CZ1912|---------------------------------------------------------------------|
 CZ1912
 CZ1912                          SUPERSEDED SURVEY CONTROL
 CZ1912
 CZ1912  NAD 83(1986)-  32 56 13.32153(N)    111 09 34.17938(W) AD(       ) 1
 CZ1912  NAD 27      -  32 56 13.07710(N)    111 09 31.77550(W) AD(       ) 1
 CZ1912  NGVD 29 (07/19/86)  872.0    (m)         2861.     (f) VERT ANG    3  
 CZ1912
 CZ1912.Superseded values are not recommended for survey control.
 CZ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1912.See file dsdata.txt to determine how the superseded data were derived.
 CZ1912
 CZ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8509044318(NAD 83)
 CZ1912_MARKER: DS = TRIANGULATION STATION DISK
 CZ1912_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1912_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CZ1912
 CZ1912  HISTORY     - Date     Condition        Report By
 CZ1912  HISTORY     - 1935     MONUMENTED       CGS
 CZ1912  HISTORY     - 1968     GOOD             AMS
 CZ1912
 CZ1912                          STATION DESCRIPTION
 CZ1912
 CZ1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1912'ON A LOW HILL ABOUT 16 MILES EAST-SOUTHEAST OF FLORENCE.  TO
 CZ1912'REACH FROM THE STATE PRISON GATE AT FLORENCE ON THE
 CZ1912'FLORENCE-WINKELMAN ROAD, GO EASTERLY ON HIGHWAY FOR 8.3 MILES TO
 CZ1912'POINT WHERE THE OLD ROAD LEADS OFF TO THE RIGHT, TAKE OLD
 CZ1912'ROAD 0.1 MILE, TAKE RIGHT FORK AND FOLLOW AN UNIMPROVED ROAD
 CZ1912'WINDING THROUGH CACTUS AND WASHES 4.8 MILES TO A WIRE
 CZ1912'FENCE CORRAL WITH A LOW BARN.  TAKE RIGHT FORK IN FRONT
 CZ1912'OF GATE, GO ALONG OUTSIDE OF CORRAL FENCE AND DRIVE 2.0
 CZ1912'MILES ACROSS COUNTRY IN AN EASTERLY DIRECTION TOWARD
 CZ1912'THE LOW HILL.  MARKED BY A STANDARD BRONZE DISK
 CZ1912'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ1912'REFERENCE DISK, IS 16.570 METERS (54.36 FEET)
 CZ1912'FROM STATION  N 37 DEG 53 MIN W. REFERENCE MARK NO. 2, A
 CZ1912'STANDARD BRONZE REFERENCE DISK, IS 21.578 METERS
 CZ1912'(70.79 FEET) FROM STATION  S 78 DEG 41 MIN W.  A NEW
 CZ1912'AZIMUTH MARK (STANDARD DISK IN AN 8-INCH SQUARE CONCRETE
 CZ1912'POST) WAS ESTABLISHED ABOUT 100 YARDS SOUTH OF THE ABOVE-MENTIONED
 CZ1912'BARN AND ON THE SOUTH SIDE OF THE ROAD LEADING
 CZ1912'AROUND THE CORRAL FENCE, AND IS 2.25 MILES FROM STATION
 CZ1912'S 69 DEG 54 MIN 14 SEC E.
 CZ1912
 CZ1912                          STATION RECOVERY (1968)
 CZ1912
 CZ1912'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1912'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CZ1912'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0920 ***********************************************************************
 ES0920  DESIGNATION -  LON
 ES0920  PID         -  ES0920
 ES0920  STATE/COUNTY-  AZ/NAVAJO
 ES0920  USGS QUAD   -  HEBER (1990)
 ES0920
 ES0920                         *CURRENT SURVEY CONTROL
 ES0920  ___________________________________________________________________
 ES0920* NAD 83(1992)-  34 25 50.85409(N)    110 32 38.89467(W)     ADJUSTED  
 ES0920* NAVD 88     -      1989.5    (meters)    6527.     (feet)  VERTCON   
 ES0920  ___________________________________________________________________
 ES0920  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 ES0920  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0920  HORZ ORDER  -  SECOND
 ES0920
 ES0920.The horizontal coordinates were established by classical geodetic methods
 ES0920.and adjusted by the National Geodetic Survey in August 1993.
 ES0920
 ES0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0920
 ES0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0920
 ES0920.The geoid height was determined by GEOID03.
 ES0920
 ES0920;                    North         East     Units Scale Factor Converg.
 ES0920;SPC AZ E     -   380,499.931   178,667.850   MT  0.99991483   -0 12 48.3
 ES0920;SPC AZ E     - 1,248,359.35    586,180.61   iFT  0.99991483   -0 12 48.3
 ES0920;UTM  12      - 3,810,017.319   541,884.379   MT  0.99962162   +0 15 27.9
 ES0920
 ES0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0920!SPC AZ E     -   0.99969154  x   0.99991483  =   0.99960639
 ES0920!UTM  12      -   0.99969154  x   0.99962162  =   0.99931327
 ES0920
 ES0920:                Primary Azimuth Mark                     Grid Az
 ES0920:SPC AZ E     -  MOGOL                                    254 53 49.9
 ES0920:UTM  12      -  MOGOL                                    254 25 33.7
 ES0920
 ES0920|---------------------------------------------------------------------|
 ES0920| PID    Reference Object                     Distance      Geod. Az  |
 ES0920|                                                           dddmmss.s |
 ES0920| ES0924 MOGOL                               APPROX. 0.6 KM 2544101.6 |
 ES0920|---------------------------------------------------------------------|
 ES0920
 ES0920                          SUPERSEDED SURVEY CONTROL
 ES0920
 ES0920  NAD 83(1986)-  34 25 50.84740(N)    110 32 38.89878(W) AD(       ) 2
 ES0920  NGVD 29 (08/03/87) 1988.5    (m)         6524.     (f) VERT ANG    3  
 ES0920
 ES0920.Superseded values are not recommended for survey control.
 ES0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0920.See file dsdata.txt to determine how the superseded data were derived.
 ES0920
 ES0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4188410017(NAD 83)
 ES0920_MARKER: DS = TRIANGULATION STATION DISK
 ES0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0920+STABILITY: SURFACE MOTION
 ES0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0920+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 ES0920
 ES0920  HISTORY     - Date     Condition        Report By
 ES0920  HISTORY     - 1984     MONUMENTED       AZDT
 ES0920  HISTORY     - 19971011 GOOD             USPSQD
 ES0920  HISTORY     - 20050827 GOOD             EVANS
 ES0920
 ES0920                          STATION DESCRIPTION
 ES0920
 ES0920'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0920'THE STATION IS LOCATED 3 MILES NORTHEAST OF HEBER ALONG EAST SIDE OF
 ES0920'STATE ROUTE 277.
 ES0920'
 ES0920'THE STATION MARK IS AN AZDT DISK STAMPED---LON 1984---.  IT IS SET IN
 ES0920'TOP OF A 10 INCH CONCRETE MONUMENT 73 FEET SOUTHEAST OF THE CENTERLINE
 ES0920'OF THE HIGHWAY, 64 FEET NORTHWEST OF THE RIGHT OF WAY FENCE AND 3
 ES0920'FEET NORTHWEST OF THE STATION.
 ES0920'
 ES0920'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0920'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0920'JUNCTION OF STATE ROUTE 277.  TURN LEFT AND TRAVEL NORTHEAST ALONG
 ES0920'SR 277 FOR 2.0 MILES TO MILE POST 307.8 AND THE STATION ON THE RIGHT.
 ES0920
 ES0920                          STATION RECOVERY (1997)
 ES0920
 ES0920'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0920'RECOVERED IN GOOD CONDITION.
 ES0920
 ES0920                          STATION RECOVERY (2005)
 ES0920
 ES0920'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0106 ***********************************************************************
 CG0106  DESIGNATION -  LONE
 CG0106  PID         -  CG0106
 CG0106  STATE/COUNTY-  AZ/COCHISE
 CG0106  USGS QUAD   -  SAINT DAVID (1973)
 CG0106
 CG0106                         *CURRENT SURVEY CONTROL
 CG0106  ___________________________________________________________________
 CG0106* NAD 83(1992)-  31 59 17.36476(N)    110 11 13.40190(W)     ADJUSTED  
 CG0106* NAVD 88     -      1256.641  (meters)    4122.83   (feet)  ADJUSTED  
 CG0106  ___________________________________________________________________
 CG0106  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 CG0106  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CG0106  DYNAMIC HT  -        1254.738 (meters)    4116.59  (feet)  COMP
 CG0106  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 CG0106
 CG0106  HORZ ORDER  -  SECOND
 CG0106  VERT ORDER  -  FIRST     CLASS II
 CG0106
 CG0106.The horizontal coordinates were established by classical geodetic methods
 CG0106.and adjusted by the National Geodetic Survey in August 1993.
 CG0106
 CG0106.The orthometric height was determined by differential leveling
 CG0106.and adjusted in June 1991.
 CG0106
 CG0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0106
 CG0106.The geoid height was determined by GEOID03.
 CG0106
 CG0106.The dynamic height is computed by dividing the NAVD 88
 CG0106.geopotential number by the normal gravity value computed on the
 CG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0106.degrees latitude (g = 980.6199 gals.).
 CG0106
 CG0106.The modeled gravity was interpolated from observed gravity values.
 CG0106
 CG0106;                    North         East     Units Scale Factor Converg.
 CG0106;SPC AZ E     -   109,554.091   211,433.285   MT  0.99990005   -0 00 38.9
 CG0106;SPC AZ E     -   359,429.43    693,678.76   iFT  0.99990005   -0 00 38.9
 CG0106;UTM  12      - 3,539,411.604   576,797.906   MT  0.99967274   +0 25 50.4
 CG0106
 CG0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0106!SPC AZ E     -   0.99980706  x   0.99990005  =   0.99970713
 CG0106!UTM  12      -   0.99980706  x   0.99967274  =   0.99947987
 CG0106
 CG0106:                Primary Azimuth Mark                     Grid Az
 CG0106:SPC AZ E     -  PHOENIX EL PASO AWY BCN T 2              053 02 25.6
 CG0106:UTM  12      -  PHOENIX EL PASO AWY BCN T 2              052 35 56.3
 CG0106
 CG0106|---------------------------------------------------------------------|
 CG0106| PID    Reference Object                     Distance      Geod. Az  |
 CG0106|                                                           dddmmss.s |
 CG0106| CZ1783 PHOENIX EL PASO AWY BCN T 2         APPROX. 8.5 KM 0530146.7 |
 CG0106| CG0852 OVERPASS 2                          APPROX. 0.9 KM 0663957.2 |
 CG0106| CG0105 LONE RM 1                            16.393 METERS 06745     |
 CG0106| CG0107 LONE RM 2                            17.002 METERS 16012     |
 CG0106|---------------------------------------------------------------------|
 CG0106
 CG0106                          SUPERSEDED SURVEY CONTROL
 CG0106
 CG0106  NAD 83(1986)-  31 59 17.35816(N)    110 11 13.39869(W) AD(       ) 2
 CG0106  NAD 27      -  31 59 17.05760(N)    110 11 11.14820(W) AD(       ) 2
 CG0106  NGVD 29 (??/??/92) 1255.787  (m)         4120.03   (f) ADJ UNCH    1 2
 CG0106
 CG0106.Superseded values are not recommended for survey control.
 CG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0106.See file dsdata.txt to determine how the superseded data were derived.
 CG0106
 CG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7679839412(NAD 83)
 CG0106_MARKER: DS = TRIANGULATION STATION DISK
 CG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0106_STAMPING: LONE 1961
 CG0106_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0106+STABILITY: SURFACE MOTION
 CG0106
 CG0106  HISTORY     - Date     Condition        Report By
 CG0106  HISTORY     - 1962     MONUMENTED       CGS
 CG0106  HISTORY     - 1962     GOOD             NGS
 CG0106  HISTORY     - 1975     GOOD             NGS
 CG0106  HISTORY     - 1979     GOOD             NGS
 CG0106
 CG0106                          STATION DESCRIPTION
 CG0106
 CG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0106'STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES EAST-NORTHEAST
 CG0106'OF BENSON, 2-1/2 MILES NORTH OF SIBYL SIDING, UNDER A POWERLINE
 CG0106'ON THE SOUTH SIDE RIGHT-OF-WAY OF THE EASTBOUND LANE OF STATE
 CG0106'HIGHWAY 86 (INTERSTATE HIGHWAY 10) ABOUT 100 YARDS WEST-SOUTHWEST
 CG0106'OF THE SIBYL ROAD EXIT WARNING SIGN.
 CG0106'
 CG0106'TO REACH THE STATION FROM THE POST OFFICE IN BENSON GO EAST
 CG0106'ON STATE HIGHWAY 86 FOR 0.9 MILE TO THE BRIDGE OVER THE SAN
 CG0106'PEDRO RIVER.  CONTINUE EAST 5.45 MILES TO THE STATION ON THE
 CG0106'RIGHT.
 CG0106'
 CG0106'STATION MARK IS A STANDARD DISK STAMPED LONE 1961 SET IN THE
 CG0106'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 3 INCHES
 CG0106'ABOVE GROUND.  IT IS 2.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 CG0106'FENCE AND 2.8 FEET SOUTHWEST OF A METAL WITNESS SIGN.
 CG0106'
 CG0106'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LONE NO 1
 CG0106'1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 CG0106'PROJECTING 2 INCHES ABOVE GROUND AT ABOUT THE SAME ELEVATION
 CG0106'AS THE STATION.  IT IS 2.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 CG0106'FENCE OF STATE HIGHWAY 86.
 CG0106'
 CG0106'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LONE NO
 CG0106'2 1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT
 CG0106'PROJECTING 4 INCHES ABOVE GROUND AT THE SAME ELEVATION AS THE
 CG0106'STATION.  IT IS AT THE TOP EDGE OF A GRADUAL SLOPE INTO A DRAW
 CG0106'TO THE EAST.
 CG0106'
 CG0106'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 - 79.17 FT., 24.130
 CG0106'METERS.
 CG0106
 CG0106                          STATION RECOVERY (1962)
 CG0106
 CG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0106'6.35 MI E FROM BENSON.
 CG0106'6.35 MILES EAST-NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE
 CG0106'IN BENSON, UNDER A POWERLINE ON THE SOUTH RIGHT-OF-WAY OF THE
 CG0106'EASTBOUND LANE OF INTERSTATE HIGHWAY 10 (STATE HIGHWAY 86), ABOUT 300
 CG0106'FEET WEST-SOUTHWEST OF THE SIBYL ROAD EXIT WARNING SIGN, 2.8 FEET
 CG0106'NORTH OF THE RIGHT-OF-WAY FENCE, AND 2.8 FEET SOUTHWEST OF METAL
 CG0106'WITNESS POST WITH SIGN, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CG0106'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 CG0106
 CG0106                          STATION RECOVERY (1975)
 CG0106
 CG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CG0106'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 CG0106'IN GOOD CONDITION.  THE STATION IS 0.7 MILE WEST OF SIBYL ROAD ALONG
 CG0106'THE SOUTH RIGHT OF WAY FENCE LINE.
 CG0106'
 CG0106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 CG0106'NORTHEAST OF BENSON.
 CG0106
 CG0106                          STATION RECOVERY (1979)
 CG0106
 CG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0106'12.4 KILOMETERS (7.7 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM
 CG0106'THE OCOTILLO STREET UNDERPASS AT BENSON, 0.16 KILOMETER (0.1 MILE)
 CG0106'NORTHEAST OF MILE POST 312, AT THE CROSSING OF A UTILITY CABLE LINE,
 CG0106'31 METERS (101.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CG0106'LANES, 30.1 METERS (99 FEET) SOUTHWEST OF A POWER LINE POLE, 12.2
 CG0106'METERS (40 FEET) WEST OF THE NORTHERNMOST POST OF A SIGN READING
 CG0106'STUCKEYS THIS EXIT AND 0.9 METER (3.0 FEET) NORTHWEST OF THE
 CG0106'SOUTHEAST RIGHT-OF-WAY FENCE.
 CG0106'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 CG0106'THE MARK IS 2 M ABOVE FREEWAY LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1903 ***********************************************************************
 DV1903  DESIGNATION -  LONE
 DV1903  PID         -  DV1903
 DV1903  STATE/COUNTY-  AZ/LA PAZ
 DV1903  USGS QUAD   -  SOCORRO MINE (1990)
 DV1903
 DV1903                         *CURRENT SURVEY CONTROL
 DV1903  ___________________________________________________________________
 DV1903* NAD 83(1992)-  33 40 55.93196(N)    113 29 27.65334(W)     ADJUSTED  
 DV1903* NAVD 88     -       483.5    (meters)    1586.     (feet)  VERTCON   
 DV1903  ___________________________________________________________________
 DV1903  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DV1903  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV1903  HORZ ORDER  -  FIRST
 DV1903
 DV1903.The horizontal coordinates were established by classical geodetic methods
 DV1903.and adjusted by the National Geodetic Survey in August 1993.
 DV1903
 DV1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1903
 DV1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1903
 DV1903.The geoid height was determined by GEOID03.
 DV1903
 DV1903;                    North         East     Units Scale Factor Converg.
 DV1903;SPC AZ W     -   297,447.533   237,373.453   MT  0.99994044   +0 08 37.1
 DV1903;SPC AZ W     -   975,877.73    778,784.29   iFT  0.99994044   +0 08 37.1
 DV1903;UTM  12      - 3,729,705.196   269,078.847   MT  1.00025744   -1 22 55.5
 DV1903
 DV1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1903!SPC AZ W     -   0.99992895  x   0.99994044  =   0.99986939
 DV1903!UTM  12      -   0.99992895  x   1.00025744  =   1.00018637
 DV1903
 DV1903|---------------------------------------------------------------------|
 DV1903| PID    Reference Object                     Distance      Geod. Az  |
 DV1903|                                                           dddmmss.s |
 DV1903| DV1904 T4N R12W SECS 15 16 21 22            10.263 METERS 10950     |
 DV1903| CH3566 LONE RM 1                             9.692 METERS 23037     |
 DV1903| CH3565 LONE AZ MK                                         3431226.3 |
 DV1903|---------------------------------------------------------------------|
 DV1903
 DV1903                          SUPERSEDED SURVEY CONTROL
 DV1903
 DV1903  NAD 83(1986)-  33 40 55.92581(N)    113 29 27.66254(W) AD(       ) 1
 DV1903  NAD 27      -  33 40 55.80800(N)    113 29 24.93500(W) AD(       ) 1
 DV1903  NGVD 29 (07/19/86)  482.8    (m)         1584.     (f) VERT ANG    3  
 DV1903
 DV1903.Superseded values are not recommended for survey control.
 DV1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1903.See file dsdata.txt to determine how the superseded data were derived.
 DV1903
 DV1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6907929705(NAD 83)
 DV1903_MARKER: DS = TRIANGULATION STATION DISK
 DV1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1903
 DV1903  HISTORY     - Date     Condition        Report By
 DV1903  HISTORY     - 1948     MONUMENTED       CGS
 DV1903  HISTORY     - 1967     GOOD             CGS
 DV1903  HISTORY     - 1972     GOOD             AZHD
 DV1903
 DV1903                          STATION DESCRIPTION
 DV1903
 DV1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1903'THE STATION IS LOCATED IN OPEN COUNTRY ON THE VALLEY FLOOR,
 DV1903'ON THE SOUTHWEST EDGE OF CENTENNIAL WASH, ALONG A BLADED ROAD,
 DV1903'31 PACES SOUTHWEST OF AND APPROXIMATELY 1 FOOT HIGHER THAN
 DV1903'THE INTERSECTION OF A TRACK ROAD FROM THE SOUTHWEST AND THE
 DV1903'BLADED ROAD, 40 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION
 DV1903'AS THE TRACK ROAD, SET FLUSH, AND STAMPED, LONE 1948.
 DV1903'
 DV1903'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV1903'AS THE STATION, 21 PACES WEST-NORTHWEST OF AND ABOUT THE
 DV1903'SAME ELEVATION AS THE CENTER LINE OF TRACK ROAD, PROJECTS 3
 DV1903'INCHES AND IS STAMPED, LONE NO 1 1948.
 DV1903'
 DV1903'REFERENCE MARK NO. 2 IS A U.S. GENERAL LAND OFFICE SECTION
 DV1903'MARKER, IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION,
 DV1903'6 FEET WEST OF THE CENTER LINE OF TRACK ROAD, A 2 INCH IRON
 DV1903'PIPE WITH A BRONZE CAP, PROJECTS 8 INCHES, AND IS STAMPED,
 DV1903'T4N R12W S16 S15 S21 S22 1923.
 DV1903'
 DV1903'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 25
 DV1903'PACES NORTH OF A CURVE IN ROAD, 15 PACES SOUTHWEST OF A SHALLOW
 DV1903'WASH, 27 FEET WEST OF AND APPROXIMATELY 2 FEET HIGHER THAN
 DV1903'THE CENTER LINE OF BLADED ROAD, PROJECTS 3 INCHES, AND IS
 DV1903'STAMPED, LONE 1948.
 DV1903'
 DV1903'TO REACH FROM THE SHELL SERVICE STATION AT THE EAST SIDE OF
 DV1903'SALOME.  GO SOUTH ALONG BLADED ROAD TOWARD HASSAYAMPA FOR
 DV1903'0.3 MILE TO CATTLE GUARD AND FORK.  TAKE LEFT FORK AND FOLLOW
 DV1903'MAIN TRAVELED ROAD FOR 9.3 MILES TO A FORK.  TAKE THE RIGHT
 DV1903'FORK SOUTHWESTERLY AND GO 0.8 MILE TO A SHALLOW WASH AND
 DV1903'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE SOUTHERLY ALONG
 DV1903'BLADED ROAD FOR 0.3 MILE TO THE INTERSECTION OF A TRACK ROAD
 DV1903'FROM THE SOUTHWEST AND STATION SITE AS DESCRIBED ABOVE.  A
 DV1903'DRIVE STATION.
 DV1903
 DV1903                          STATION RECOVERY (1967)
 DV1903
 DV1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WWH)
 DV1903'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 DV1903'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION,
 DV1903'AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 DV1903
 DV1903                          STATION RECOVERY (1972)
 DV1903
 DV1903'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1903'GENERAL LOCATION-PHOENIX TO PARKER TO VICINITY OF KINGMAN.
 DV1903'
 DV1903'TO REACH-AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1903'
 DV1903'STATION MARK-BRASS CAP STD. USC AND GS
 DV1903'
 DV1903'REFERENCE MARKS-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0529 ***********************************************************************
 GP0529  DESIGNATION -  LONE
 GP0529  PID         -  GP0529
 GP0529  STATE/COUNTY-  AZ/COCONINO
 GP0529  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0529
 GP0529                         *CURRENT SURVEY CONTROL
 GP0529  ___________________________________________________________________
 GP0529* NAD 83(1992)-  36 38 05.73201(N)    111 34 09.76189(W)     ADJUSTED  
 GP0529* NAVD 88     -      1996.7    (meters)    6551.     (feet)  VERTCON   
 GP0529  ___________________________________________________________________
 GP0529  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 GP0529  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 GP0529  HORZ ORDER  -  THIRD
 GP0529
 GP0529.The horizontal coordinates were established by classical geodetic methods
 GP0529.and adjusted by the National Geodetic Survey in August 1993.
 GP0529
 GP0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0529
 GP0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0529
 GP0529.The geoid height was determined by GEOID03.
 GP0529
 GP0529;                    North         East     Units Scale Factor Converg.
 GP0529;SPC AZ C     -   625,016.460   244,416.828   MT  0.99991188   +0 12 26.0
 GP0529;SPC AZ C     - 2,050,578.94    801,892.48   iFT  0.99991188   +0 12 26.0
 GP0529;UTM  12      - 4,054,525.648   449,097.542   MT  0.99963192   -0 20 23.1
 GP0529
 GP0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0529!SPC AZ C     -   0.99969032  x   0.99991188  =   0.99960223
 GP0529!UTM  12      -   0.99969032  x   0.99963192  =   0.99932235
 GP0529
 GP0529:                Primary Azimuth Mark                     Grid Az
 GP0529:SPC AZ C     -  BITTER                                   247 14 55.5
 GP0529:UTM  12      -  BITTER                                   247 47 44.6
 GP0529
 GP0529|---------------------------------------------------------------------|
 GP0529| PID    Reference Object                     Distance      Geod. Az  |
 GP0529|                                                           dddmmss.s |
 GP0529| GP0618 BITTER                              APPROX. 7.3 KM 2472721.5 |
 GP0529|---------------------------------------------------------------------|
 GP0529
 GP0529                          SUPERSEDED SURVEY CONTROL
 GP0529
 GP0529  NAD 83(1986)-  36 38 05.72926(N)    111 34 09.75852(W) AD(       ) 3
 GP0529  NGVD 29 (05/08/89) 1995.7    (m)         6548.     (f) VERT ANG    3  
 GP0529
 GP0529.Superseded values are not recommended for survey control.
 GP0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0529.See file dsdata.txt to determine how the superseded data were derived.
 GP0529
 GP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4909854526(NAD 83)
 GP0529_MARKER: DD = SURVEY DISK
 GP0529_SETTING: 80 = SET IN A BOULDER
 GP0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0529+STABILITY: SURFACE MOTION
 GP0529
 GP0529  HISTORY     - Date     Condition        Report By
 GP0529  HISTORY     - 1954     MONUMENTED       USGS
 GP0529
 GP0529                          STATION DESCRIPTION
 GP0529
 GP0529'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0529'LOCATED ABOUT 13 MI SE. OF MARBLE CANYON LODGE, 4.5 MI E. OF U.S.
 GP0529'HWY. 89 AT BITTER SPRING SUMP.  ON SOUTHWEST RIM OF SMALL, WHITE,
 GP0529'TREE-COVERED MESA.
 GP0529'
 GP0529'REACHED BY HELICOPTER.  THERE IS TRACK RD. ABOUT 1000 FT S. OF
 GP0529'STATION.
 GP0529'
 GP0529'STATION MARK--STANDARD TABLET STAMPED---LONE 1954---, CEMENTED IN
 GP0529'ROCK SET FLUSH WITH GROUND.
 GP0529'
 GP0529'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1254 ***********************************************************************
 CY1254  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1254  DESIGNATION -  LONE
 CY1254  PID         -  CY1254
 CY1254  STATE/COUNTY-  AZ/GRAHAM
 CY1254  USGS QUAD   -  SAFFORD (1985)
 CY1254
 CY1254                         *CURRENT SURVEY CONTROL
 CY1254  ___________________________________________________________________
 CY1254* NAD 83(1992)-  32 49 32.93593(N)    109 41 32.31576(W)     ADJUSTED  
 CY1254* NAVD 88     -       896.00   (meters)    2939.6    (feet)  GPS OBS   
 CY1254  ___________________________________________________________________
 CY1254  X           -  -1,808,074.524 (meters)                     COMP
 CY1254  Y           -  -5,051,892.700 (meters)                     COMP
 CY1254  Z           -   3,438,212.730 (meters)                     COMP
 CY1254  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CY1254  ELLIP HEIGHT-         869.102 (meters)          (01/22/07) ADJUSTED
 CY1254  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY1254  HORZ ORDER  -  B
 CY1254  ELLP ORDER  -  FOURTH    CLASS I
 CY1254
 CY1254.The horizontal coordinates were established by GPS observations
 CY1254.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY1254
 CY1254.The orthometric height was determined by GPS observations and a
 CY1254.high-resolution geoid model.
 CY1254.The orthometric height was determined by GPS observations and a
 CY1254.high-resolution geoid model using precise GPS observation and
 CY1254.processing techniques.
 CY1254
 CY1254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1254
 CY1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1254
 CY1254.The ellipsoidal height was determined by GPS observations
 CY1254.and is referenced to NAD 83.
 CY1254
 CY1254.The geoid height was determined by GEOID03.
 CY1254
 CY1254;                    North         East     Units Scale Factor Converg.
 CY1254;SPC AZ E     -   202,535.574   257,772.832   MT  0.99992431   +0 15 25.7
 CY1254;SPC AZ E     -   664,486.79    845,711.39   iFT  0.99992431   +0 15 25.7
 CY1254;UTM  12      - 3,632,734.391   622,402.844   MT  0.99978474   +0 42 32.3
 CY1254
 CY1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1254!SPC AZ E     -   0.99986357  x   0.99992431  =   0.99978789
 CY1254!UTM  12      -   0.99986357  x   0.99978474  =   0.99964834
 CY1254
 CY1254|---------------------------------------------------------------------|
 CY1254| PID    Reference Object                     Distance      Geod. Az  |
 CY1254|                                                           dddmmss.s |
 CY1254| CS6060 LONE RM 1                            13.737 METERS 13528     |
 CY1254| CS6061 LONE RM 2                            13.795 METERS 31534     |
 CY1254|---------------------------------------------------------------------|
 CY1254
 CY1254                          SUPERSEDED SURVEY CONTROL
 CY1254
 CY1254  NAD 83(1992)-  32 49 32.93455(N)    109 41 32.31384(W) AD(       ) 2
 CY1254  NAD 83(1986)-  32 49 32.92678(N)    109 41 32.31090(W) AD(       ) 2
 CY1254  NGVD 29 (06/21/91)  895.2    (m)         2937.     (f) VERT ANG    3  
 CY1254
 CY1254.Superseded values are not recommended for survey control.
 CY1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1254.See file dsdata.txt to determine how the superseded data were derived.
 CY1254
 CY1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2240332734(NAD 83)
 CY1254_MARKER: DS = TRIANGULATION STATION DISK
 CY1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1254_STAMPING: LONE 1985 1999
 CY1254_MARK LOGO: AZDT  
 CY1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1254+STABILITY: SURFACE MOTION
 CY1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1254+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 CY1254
 CY1254  HISTORY     - Date     Condition        Report By
 CY1254  HISTORY     - 1985     MONUMENTED       AZDT
 CY1254  HISTORY     - 20031015 MARK NOT FOUND   NGS
 CY1254  HISTORY     - 20060608 GOOD             GEOANA
 CY1254  HISTORY     - 20060608 GOOD             GEOANA
 CY1254  HISTORY     - 20060825 MARK NOT FOUND   GEOCAC
 CY1254  HISTORY     - 20070923 GOOD             GEOCAC
 CY1254
 CY1254                          STATION DESCRIPTION
 CY1254
 CY1254'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1254'THE STATION IS 2-1/2 MILES EAST OF SAFFORD ALONG THE SOUTH SIDE OF
 CY1254'U.S. HIGHWAY 70.
 CY1254'
 CY1254'THE STATION MARK IS AN AZDT DISK STAMPED---LONE 1985---.  IT IS SET IN
 CY1254'TOP OF A 10 INCH CONCRETE MONUMENT.  THE STATION IS 53 FEET SOUTHWEST
 CY1254'OF THE CENTER LINE OF THE HIGHWAY, 22.6 FEET NORTHEAST OF THE
 CY1254'NORTHEAST RAIL OF THE RAILROAD AND 3 FEET SOUTHWEST OF THE WITNESS
 CY1254'POST.
 CY1254'
 CY1254'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LONE RM 1 1985---.  IT IS
 CY1254'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 22.6 FEET NORTHEAST OF THE
 CY1254'NORTHEAST RAIL AND 2-1/2 FEET NORTHWEST OF A WITNESS POST.
 CY1254'
 CY1254'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LONE RM 2 1985---.  IT IS
 CY1254'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 22.6 FEET NORTHEAST OF THE
 CY1254'NORTHEAST RAIL AND 2-1/2 FEET SOUTHEAST OF THE WITNESS POST.
 CY1254'
 CY1254'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1254'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666,
 CY1254'CONTINUE EAST ALONG U.S. 70 FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 CY1254
 CY1254                          STATION RECOVERY (2003)
 CY1254
 CY1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY1254'MARK APPEARS TO HAVE BEEN REPLACED BY ONE STAMPED 'LONE 1985 1999.'
 CY1254
 CY1254                          STATION RECOVERY (2006)
 CY1254
 CY1254'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (TDA)
 CY1254'RECOVERED AS DESCRIBED, WITH ADDITIONAL STAMPING OF '1999'.  RESURVEY
 CY1254'OF STATION INDICATES IT HAS NOT BEEN DISTURBED.  NEW COORDINATES
 CY1254'PUBLISHED BY NATIONAL GEODETIC SURVEY BASED ON RESURVEY IN JUNE 2006.
 CY1254
 CY1254                          STATION RECOVERY (2006)
 CY1254
 CY1254'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (TDA)
 CY1254'RECOVERED AS DESCRIBED, WITH ADDITIONAL STAMPING OF '1999'.  RESURVEY
 CY1254'OF STATION INDICATES IT HAS NOT BEEN DISTURBED.  NEW COORDINATES
 CY1254'PUBLISHED BY NATIONAL GEODETIC SURVEY BASED ON RESURVEY IN JUNE 2006.
 CY1254
 CY1254                          STATION RECOVERY (2006)
 CY1254
 CY1254'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1254'USE WITH CAUTION. BASED ON THE ADDITIONAL DATE STAMP OF 1999 (1985 AND
 CY1254'1999) IN THE STATION AND REFERENCE MARK 1 DISCS, THE STATION AND RM1
 CY1254'HAVE BEEN RESET. REFERENCE MARK 2 WAS RECOVERED AND ONLY HAS A DATE
 CY1254'STAMP OF 1985. ALSO NOTE THAT U.S. 666 IS NOW U.S. 191.
 CY1254
 CY1254                          STATION RECOVERY (2007)
 CY1254
 CY1254'RECOVERY NOTE BY GEOCACHING 2007
 CY1254'LONE IS BELIEVED BY ME TO BE THE CORRECT MARKER. THE AGE OF THE
 CY1254'FOOTING AS WELL AS THE CONDITION OF THE MARKER INDICATES THIS IS THE
 CY1254'CORRECT MARKER FOR THE LOCATION.
 CY1254' 
 CY1254'THE DESCRIPTION IS CORRECT, THE LOCATION IS CORRECT AND IT HAS A STAMP
 CY1254'IN ACCORDANCE WITH THE ORIGINAL DATASHEET. IT IS BELIEVED THIS WAS
 CY1254'RESTAMPED WITH A SECONDARY DATE, POSSIBLY BY ADOT.
 CY1254' 
 CY1254' STAMPINGS NOW READ 1985 AND 1999
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1899 ***********************************************************************
 DV1899  DESIGNATION -  LONE MTN
 DV1899  PID         -  DV1899
 DV1899  STATE/COUNTY-  AZ/LA PAZ
 DV1899  USGS QUAD   -  LONE MOUNTAIN (1990)
 DV1899
 DV1899                         *CURRENT SURVEY CONTROL
 DV1899  ___________________________________________________________________
 DV1899* NAD 83(1992)-  33 36 24.68421(N)    113 28 01.76988(W)     ADJUSTED  
 DV1899* NAVD 88     -       585.7    (meters)    1922.     (feet)  VERTCON   
 DV1899  ___________________________________________________________________
 DV1899  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DV1899  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1899  HORZ ORDER  -  FIRST
 DV1899
 DV1899.The horizontal coordinates were established by classical geodetic methods
 DV1899.and adjusted by the National Geodetic Survey in August 1993.
 DV1899
 DV1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1899
 DV1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1899
 DV1899.The geoid height was determined by GEOID03.
 DV1899
 DV1899;                    North         East     Units Scale Factor Converg.
 DV1899;SPC AZ W     -   289,096.709   239,608.324   MT  0.99994182   +0 09 23.6
 DV1899;SPC AZ W     -   948,480.02    786,116.55   iFT  0.99994182   +0 09 23.6
 DV1899;UTM  12      - 3,721,295.269   271,091.425   MT  1.00024604   -1 21 58.1
 DV1899
 DV1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1899!SPC AZ W     -   0.99991294  x   0.99994182  =   0.99985477
 DV1899!UTM  12      -   0.99991294  x   1.00024604  =   1.00015896
 DV1899
 DV1899:                Primary Azimuth Mark                     Grid Az
 DV1899:SPC AZ W     -  LOS ANGELES PHOENIX AWY BCN 28           153 24 14.1
 DV1899:UTM  12      -  LOS ANGELES PHOENIX AWY BCN 28           154 55 35.8
 DV1899
 DV1899|---------------------------------------------------------------------|
 DV1899| PID    Reference Object                     Distance      Geod. Az  |
 DV1899|                                                           dddmmss.s |
 DV1899| DV1900 LOS ANGELES PHOENIX AWY BCN 28      APPROX. 9.6 KM 1533337.7 |
 DV1899| CH3569 LONE MTN RM 2                         6.035 METERS 16610     |
 DV1899| CH3567 LONE MTN AZ MK                                     2554259.8 |
 DV1899| CH3568 LONE MTN RM 1                         5.147 METERS 35313     |
 DV1899|---------------------------------------------------------------------|
 DV1899
 DV1899                          SUPERSEDED SURVEY CONTROL
 DV1899
 DV1899  NAD 83(1986)-  33 36 24.67722(N)    113 28 01.77901(W) AD(       ) 1
 DV1899  NAD 27      -  33 36 24.55510(N)    113 27 59.05830(W) AD(       ) 1
 DV1899  NGVD 29 (07/19/86)  585.0    (m)         1919.     (f) VERT ANG    3  
 DV1899
 DV1899.Superseded values are not recommended for survey control.
 DV1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1899.See file dsdata.txt to determine how the superseded data were derived.
 DV1899
 DV1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7109121295(NAD 83)
 DV1899_MARKER: DS = TRIANGULATION STATION DISK
 DV1899_SETTING: 66 = SET IN ROCK OUTCROP
 DV1899
 DV1899  HISTORY     - Date     Condition        Report By
 DV1899  HISTORY     - 1948     MONUMENTED       CGS
 DV1899  HISTORY     - 1950     GOOD             CGS
 DV1899  HISTORY     - 1962     GOOD             CGS
 DV1899  HISTORY     - 1967     GOOD             AMS
 DV1899  HISTORY     - 1981     GOOD             NGS
 DV1899
 DV1899                          STATION DESCRIPTION
 DV1899
 DV1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1899'STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY
 DV1899'KNOWN AS LONE MOUNTAIN, A SMALL ISOLATED HILL SITUATED IN
 DV1899'THE NORTHWESTERN END OF THE HARQUAHALLA PLAINS, APPROXIMATELY
 DV1899'15 MILES AIRLINE SOUTHEAST OF SALOME, 4 MILES AIRLINE SOUTHWEST
 DV1899'OF THE ROAD FROM SALOME TO HASSAYAMPA 10 FEET WEST OF A
 DV1899'SAHUARO CACTUS, SET FLUSH WITH GROUND, AND STAMPED, LONE
 DV1899'MTN 1948.  THERE IS A CONE-SHAPED PEAK TO THE SOUTH WHICH
 DV1899'IS APPROXIMATELY THE SAME ELEVATION AS THE POINT THE STATION
 DV1899'IS ON, AND IT IS SLIGHTELY DETACHED FROM THE MAIN RIDGE.
 DV1899'
 DV1899'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 DV1899'SET FLUSH WITH GROUND, AND STAMPED, LONE MTN NO 1 1948.
 DV1899'
 DV1899'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN
 DV1899'STATION, SET FLUSH WITH GROUND, AND STAMPED, LONE MTN NO 2 1948.
 DV1899'
 DV1899'AZIMUTH MARK IS 5 PACES NORTH OF TRACK ROAD, 2-1/2 EAST
 DV1899'OF FENCE, 3 FEET NORTHEAST OF WHITE WITNESS POST, PROJECTS
 DV1899'4 INCHES AND STAMPED, LONE MTN 1948.
 DV1899'
 DV1899'TO REACH FROM SALOME, TAKE ROAD SOUTH AT THE EAST SIDE OF
 DV1899'TOWN TOWARD HASSAYAMPA FOR 0.3 MILE TO FORK JUST AFTER CROSSING
 DV1899'CATTLE GUARD.  TAKE LEFT FORK (MAIN GRADED ROAD) AND GO
 DV1899'9.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 6.0 MILES
 DV1899'TO A FENCED IN WATER HOLE ON RIGHT.  CONTINUE STRAIGHT AHEAD
 DV1899'FOR 1.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.9
 DV1899'MILE TO GATE AND AZIMUTH MARK AS DESCRIBED ABOVE.  PASS THROUGH
 DV1899'GATE AND GO 1.9 MILE.  TURN LEFT AND GO ACROSS COUNTRY IN
 DV1899'NORTHERLY DIRECTION FOR 1.2 MILE TO BASE OF RIDGE.  PACK UP
 DV1899'STEEP SLOPE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 DV1899'A 30 MINUTE PACK.
 DV1899
 DV1899                          STATION RECOVERY (1950)
 DV1899
 DV1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1899'THE 1948 DESCRIPTION OF THE STATION IS ADEQUATE.  ALL MARKS
 DV1899'RECOVERED IN GOOD CONDITION.  THE STATION CAN BE REACHED WITH
 DV1899'THE 1948 DESCRIBED TRAVEL, HOWEVER LOCAL USAGE HAS DEVELOPED
 DV1899'ADDITIONAL ROADS AND A NEW ROUTE OF TRAVEL IS DESCRIBED.
 DV1899'
 DV1899'FROM JUNCTION OF HASSAYAMPA-SALOME ROAD WITH U.S. HIGHWAY 60-70,
 DV1899'GO SOUTHEASTERLY TOWARDS HASSAYAMPA FOR 9.8 MILES TO A
 DV1899'Y-INTERSECTION, TURN RIGHT SOUTHWESTERLY ON THE SALOME AIRFIELD
 DV1899'(C.A.EMERGENCY AIRFIELD) ROAD WHICH CONTINUE FOR
 DV1899'4.5 MILES TO Y-FORK, TURN LEFT, SOUTHERLY AND FOLLOW
 DV1899'WINDING ROAD FOR 1.3 MILES TO GAS PIPE LINE WITH CLEARED
 DV1899'RIGHT-OF-WAY.  PROCEED DIRECTLY ACROSS THE PIPE LINE AND
 DV1899'ONTO A TRACK ROAD WHICH FOLLOW FOR ABOUT 3/4 MILE TO THE
 DV1899'NORTHERLY SIDE OF LONE MOUNTAIN, WHEN TURN RIGHT, SOUTHWARD, ON
 DV1899'TRACKS TO CONTINUE 1 MILE AND ONTO THE GENTLER SLOPE OF THE
 DV1899'LOW RIDGE TO END OF TRUCK TRAVEL.  PACK UP STEEPER
 DV1899'SLOPE ABOUT 1/4 MILE TO HIGHEST POINT OF RIDGE AND
 DV1899'STATION, ABOUT 10 MINUTE PACK.  THE AZIMUTH MARK, 2 MILES
 DV1899'WEST SOUTHWEST OF THE STATION IS REACHED BY FOLLOWING
 DV1899'FENCE SOUTH AFTER THE TURN-OFF FROM THE SALOME AIRFIELD
 DV1899'ROAD, 1 MILE BEFORE REACHING GAS LINE, THE AZIMUTH MARK
 DV1899'BEING ALONG THE EAST SIDE OF FENCE NEAR WIRE GATE.
 DV1899
 DV1899                          STATION RECOVERY (1962)
 DV1899
 DV1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1899'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DV1899'CONDITION.  THE DISTANCE TO ALL MARKS CHECKED WITH 1948 DESCRIPTION.
 DV1899'A SLIGHT DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 DV1899'MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV1899'
 DV1899'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SALOME, ABOUT
 DV1899'4 MILES SOUTHWEST OF SALOME-HASSAYAMPA ROAD AND ON THE HIGHEST
 DV1899'POINT OF HILL THAT IS LOCALLY KNOWN AS LONE MOUNTAIN.
 DV1899'
 DV1899'TO REACH FROM THE POST OFFICE IN SALOME, GO SOUTH ON BLACKTOP
 DV1899'ROAD FOR 7.5 MILES TO END OF BLACKTOP ROAD, CONTINUE SOUTHEAST
 DV1899'ON MAIN BLADED GRAVELED ROAD FOR 1.7 MILES TO CROSSROAD AND
 DV1899'SIGN DON B CO., TURN RIGHT AND GO SOUTH FOR 0.4 MILE TO FORK,
 DV1899'KEEP RIGHT AND FOLLOW MAIN ROAD BETWEEN BUILDINGS AND GO
 DV1899'SOUTH ON PIPELINE ROAD FOR 1.4 MILES TO FORK AND WOODEN
 DV1899'CORRAL ON RIGHT, KEEP RIGHT STRAIGHT AHEAD AND CONTINUE
 DV1899'SOUTH ON PIPELINE ROAD FOR 2.7 MILES TO WHITE STEEL FRAME
 DV1899'GATE, PASS THROUGH GATE AND CONTINUE SOUTH ON PIPELINE ROAD
 DV1899'FOR 2.5 MILES TO POINT OF HILL ON LEFT, TURN LEFT AND GO
 DV1899'EASTERLY FOR 0.2 MILE TO FOOT OF HILL AND END OF TRUCK
 DV1899'TRAVEL.  FROM HERE PACK EASTERLY UP HILL TO THE HIGHEST POINT
 DV1899'OF HILL AND STATION.
 DV1899'
 DV1899'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED LONE MTN
 DV1899'1948, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV1899'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 DV1899'LOCATED IN CENTER OF TOP OF HILL.
 DV1899'
 DV1899'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED LONE
 DV1899'MTN NO 1 1948, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV1899'AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DV1899'
 DV1899'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED LONE
 DV1899'MTN NO 2 1948, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV1899'AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 DV1899'
 DV1899'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED LONE MTN 1948,
 DV1899'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 DV1899'ABOUT 3 INCHES.  THE MARK IS 24 FEET EAST OF CENTER OF BLADED
 DV1899'ROAD, 24 FEET NORTHEAST OF GATE, 17.5 FEET NORTH OF CENTER
 DV1899'OF TRACK ROAD, 9.5 FEET EAST OF FENCE AND 3 FEET NORTH-NORTHEAST
 DV1899'OF THE WITNESS POST.
 DV1899'
 DV1899'TO REACH THE AZIMUTH MARK FROM END OF TRUCK TRAVEL, GO WESTERLY
 DV1899'FOR 0.2 MILE TO BLADED ROAD, TURN LEFT AND GO SOUTH FOR 1.25
 DV1899'MILE TO A TRACK CROSSROAD, TURN RIGHT AND GO WESTERLY 2.5
 DV1899'MILES TO WIRE GATE AND MARK.
 DV1899'
 DV1899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1899
 DV1899                          STATION RECOVERY (1967)
 DV1899
 DV1899'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JDM)
 DV1899'STATION AND AZ MK., R.M. 1 AND R.M. 2 ALL RECOVERED IN GOOD
 DV1899'CONDITION.
 DV1899'
 DV1899'NOTE LONE MTN. AZ MK. IS LOCATED ON THE HOPE QUAD SHEET 15/100
 DV1899'MILE NORTH OF SEC. CORNER 16-17-20-21.  TOWNSHIP 3 N RANGE 12 W.
 DV1899
 DV1899                          STATION RECOVERY (1981)
 DV1899
 DV1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1899'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0105 ***********************************************************************
 CG0105  DESIGNATION -  LONE RM 1
 CG0105  PID         -  CG0105
 CG0105  STATE/COUNTY-  AZ/COCHISE
 CG0105  USGS QUAD   -  SAINT DAVID (1973)
 CG0105
 CG0105                         *CURRENT SURVEY CONTROL
 CG0105  ___________________________________________________________________
 CG0105* NAD 83(1986)-  31 59 17.     (N)    110 11 13.     (W)     SCALED    
 CG0105* NAVD 88     -      1256.965  (meters)    4123.89   (feet)  ADJUSTED  
 CG0105  ___________________________________________________________________
 CG0105  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CG0105  DYNAMIC HT  -        1255.061 (meters)    4117.65  (feet)  COMP
 CG0105  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 CG0105
 CG0105  VERT ORDER  -  FIRST     CLASS II
 CG0105
 CG0105.The horizontal coordinates were scaled from a topographic map and have
 CG0105.an estimated accuracy of +/- 6 seconds.
 CG0105
 CG0105.The orthometric height was determined by differential leveling
 CG0105.and adjusted in June 1991.
 CG0105
 CG0105.The geoid height was determined by GEOID03.
 CG0105
 CG0105.The dynamic height is computed by dividing the NAVD 88
 CG0105.geopotential number by the normal gravity value computed on the
 CG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0105.degrees latitude (g = 980.6199 gals.).
 CG0105
 CG0105.The modeled gravity was interpolated from observed gravity values.
 CG0105
 CG0105;                    North         East    Units  Estimated Accuracy
 CG0105;SPC AZ E     -   109,540.      211,440.      MT  (+/- 180 meters Scaled)
 CG0105
 CG0105                          SUPERSEDED SURVEY CONTROL
 CG0105
 CG0105  NGVD 29 (??/??/92) 1256.111  (m)         4121.09   (f) ADJ UNCH    1 2
 CG0105
 CG0105.Superseded values are not recommended for survey control.
 CG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0105.See file dsdata.txt to determine how the superseded data were derived.
 CG0105
 CG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA768394(NAD 83)
 CG0105_MARKER: DR = REFERENCE MARK DISK
 CG0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0105_STAMPING: LONE NO 1 1961
 CG0105_PROJECTION: PROJECTING 5 CENTIMETERS
 CG0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0105+STABILITY: SURFACE MOTION
 CG0105
 CG0105  HISTORY     - Date     Condition        Report By
 CG0105  HISTORY     - 1961     MONUMENTED       CGS
 CG0105  HISTORY     - 1962     GOOD             NGS
 CG0105  HISTORY     - 1979     GOOD             NGS
 CG0105
 CG0105                          STATION DESCRIPTION
 CG0105
 CG0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0105'6.35 MI E FROM BENSON.
 CG0105'6.35 MILES EAST-NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE
 CG0105'IN BENSON, UNDER A POWERLINE ON THE SOUTH RIGHT-OF-WAY OF THE
 CG0105'EASTBOUND LANE OF INTERSTATE HIGHWAY 10 (STATE HIGHWAY 86), 102 FEET
 CG0105'SOUTH OF THE EASTBOUND LANE, 51.4 FEET EAST OF A METAL WITNESS POST
 CG0105'WITH SIGN, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CG0105'THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 CG0105
 CG0105                          STATION RECOVERY (1979)
 CG0105
 CG0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0105'12.4 KILOMETERS (7.7 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0105'OCOTILLO STREET UNDERPASS AT BENSON, AT THE CROSSING OF A UTILITY
 CG0105'CABLE LINE, 0.16 KILOMETER (0.1 MILE) NORTHEAST OF MILE POST 312,
 CG0105'31.1 METERS (102.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 CG0105'EASTBOUND LANES, 26.9 METERS (88 FEET) SOUTHWEST OF A UTILITY CABLE
 CG0105'POLE, 13.8 METERS (45.5 FEET) SOUTHWEST OF A POWER LINE POLE, 16.4
 CG0105'METERS (54 FEET) NORTHEAST OF STATION LONE AND 0.5 METER (2 FEET)
 CG0105'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CG0105'THE MARK IS 15.7 METERS  NE FROM A WITNESS POST.
 CG0105'THE MARK IS 2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0107 ***********************************************************************
 CG0107  DESIGNATION -  LONE RM 2
 CG0107  PID         -  CG0107
 CG0107  STATE/COUNTY-  AZ/COCHISE
 CG0107  USGS QUAD   -  SAINT DAVID (1973)
 CG0107
 CG0107                         *CURRENT SURVEY CONTROL
 CG0107  ___________________________________________________________________
 CG0107* NAD 83(1986)-  31 59 17.     (N)    110 11 13.     (W)     SCALED    
 CG0107* NAVD 88     -      1256.679  (meters)    4122.95   (feet)  ADJUSTED  
 CG0107  ___________________________________________________________________
 CG0107  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CG0107  DYNAMIC HT  -        1254.776 (meters)    4116.71  (feet)  COMP
 CG0107  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 CG0107
 CG0107  VERT ORDER  -  FIRST     CLASS II
 CG0107
 CG0107.The horizontal coordinates were scaled from a topographic map and have
 CG0107.an estimated accuracy of +/- 6 seconds.
 CG0107
 CG0107.The orthometric height was determined by differential leveling
 CG0107.and adjusted in June 1991.
 CG0107
 CG0107.The geoid height was determined by GEOID03.
 CG0107
 CG0107.The dynamic height is computed by dividing the NAVD 88
 CG0107.geopotential number by the normal gravity value computed on the
 CG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0107.degrees latitude (g = 980.6199 gals.).
 CG0107
 CG0107.The modeled gravity was interpolated from observed gravity values.
 CG0107
 CG0107;                    North         East    Units  Estimated Accuracy
 CG0107;SPC AZ E     -   109,540.      211,440.      MT  (+/- 180 meters Scaled)
 CG0107
 CG0107                          SUPERSEDED SURVEY CONTROL
 CG0107
 CG0107  NGVD 29 (??/??/92) 1255.826  (m)         4120.16   (f) ADJ UNCH    1 2
 CG0107
 CG0107.Superseded values are not recommended for survey control.
 CG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0107.See file dsdata.txt to determine how the superseded data were derived.
 CG0107
 CG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA768394(NAD 83)
 CG0107_MARKER: DR = REFERENCE MARK DISK
 CG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0107_STAMPING: LONE NO 2 1961
 CG0107_PROJECTION: PROJECTING
 CG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0107+STABILITY: SURFACE MOTION
 CG0107
 CG0107  HISTORY     - Date     Condition        Report By
 CG0107  HISTORY     - 1961     MONUMENTED       CGS
 CG0107  HISTORY     - 1962     GOOD             NGS
 CG0107  HISTORY     - 1979     GOOD             NGS
 CG0107
 CG0107                          STATION DESCRIPTION
 CG0107
 CG0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0107'6.35 MI E FROM BENSON.
 CG0107'6.35 MILES EAST-NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE
 CG0107'AT BENSON, 154 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 CG0107'INTERSTATE HIGHWAY 10 (STATE HIGHWAY 86), 113 FEET SOUTHWEST OF A
 CG0107'POWER POLE, 53 FEET SOUTH OF AN EAST-WEST FENCE, SET IN THE TOP OF A
 CG0107'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
 CG0107
 CG0107                          STATION RECOVERY (1979)
 CG0107
 CG0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0107'12.4 KILOMETERS (7.7 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0107'OCOTILLO STREET UNDERPASS AT BENSON, 0.1 KILOMETER (0.05 MILE)
 CG0107'NORTHEAST OF MILE POST 312, AT THE CROSSING OF A UTILITY CABLE, 48
 CG0107'METERS (158 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 CG0107'17 METERS (56 FEET) SOUTHEAST OF THE STATION AND 2.2 METERS (7 FEET)
 CG0107'SOUTH OF THE SOUTHERNMOST POST OF A SIGN READING STUCKEYS THIS EXIT.
 CG0107'THE MARK IS 17.5 METERS  SE FROM A WITNESS POST.
 CG0107'THE MARK IS 2 M ABOVE FREEWAY LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0668 ***********************************************************************
 FQ0668  DESIGNATION -  LONG
 FQ0668  PID         -  FQ0668
 FQ0668  STATE/COUNTY-  AZ/COCONINO
 FQ0668  USGS QUAD   -  BELLEMONT (1980)
 FQ0668
 FQ0668                         *CURRENT SURVEY CONTROL
 FQ0668  ___________________________________________________________________
 FQ0668* NAD 83(1992)-  35 10 46.04058(N)    111 51 36.60435(W)     ADJUSTED  
 FQ0668* NAVD 88     -      2176.     (meters)    7139.     (feet)  SCALED    
 FQ0668  ___________________________________________________________________
 FQ0668  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 FQ0668  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0668  HORZ ORDER  -  SECOND
 FQ0668
 FQ0668.The horizontal coordinates were established by classical geodetic methods
 FQ0668.and adjusted by the National Geodetic Survey in August 1993.
 FQ0668
 FQ0668.The orthometric height was scaled from a topographic map.
 FQ0668
 FQ0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0668
 FQ0668.The geoid height was determined by GEOID03.
 FQ0668
 FQ0668;                    North         East     Units Scale Factor Converg.
 FQ0668;SPC AZ C     -   463,482.903   218,505.871   MT  0.99990033   +0 01 57.2
 FQ0668;SPC AZ C     - 1,520,613.20    716,882.78   iFT  0.99990033   +0 01 57.2
 FQ0668;UTM  12      - 3,893,283.048   421,679.013   MT  0.99967560   -0 29 44.2
 FQ0668
 FQ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0668!SPC AZ C     -   0.99966220  x   0.99990033  =   0.99956256
 FQ0668!UTM  12      -   0.99966220  x   0.99967560  =   0.99933791
 FQ0668
 FQ0668:                Primary Azimuth Mark                     Grid Az
 FQ0668:SPC AZ C     -  LONG AZ MK                               159 04 27.5
 FQ0668:UTM  12      -  LONG AZ MK                               159 36 08.9
 FQ0668
 FQ0668|---------------------------------------------------------------------|
 FQ0668| PID    Reference Object                     Distance      Geod. Az  |
 FQ0668|                                                           dddmmss.s |
 FQ0668| CH3570 LONG AZ MK                                         1590624.7 |
 FQ0668| CH3571 LONG RM 1                            11.168 METERS 24434     |
 FQ0668| CH3572 LONG RM 2                            10.122 METERS 31418     |
 FQ0668|---------------------------------------------------------------------|
 FQ0668
 FQ0668                          SUPERSEDED SURVEY CONTROL
 FQ0668
 FQ0668  NAD 83(1986)-  35 10 46.03847(N)    111 51 36.60143(W) AD(       ) 2
 FQ0668  NAD 27      -  35 10 45.98800(N)    111 51 34.00790(W) AD(       ) 2
 FQ0668
 FQ0668.Superseded values are not recommended for survey control.
 FQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0668.See file dsdata.txt to determine how the superseded data were derived.
 FQ0668
 FQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2167993283(NAD 83)
 FQ0668_MARKER: DS = TRIANGULATION STATION DISK
 FQ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0668
 FQ0668  HISTORY     - Date     Condition        Report By
 FQ0668  HISTORY     - 1958     MONUMENTED       CGS
 FQ0668
 FQ0668                          STATION DESCRIPTION
 FQ0668
 FQ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0668'THE STATION IS IN THE NAVAJO ORDNANCE DEPOT ON PAD 5 IN THE
 FQ0668'DEMOLITION AREA.
 FQ0668'
 FQ0668'TO REACH FROM THE SANTA FE RAILROAD DEPOT IN FLAGSTAFF, GO WEST
 FQ0668'ON U.S. HIGHWAY 66 AND 89 FOR 11.2 MILES TO THE NAVAJO ORDNANCE
 FQ0668'DEPOT ON THE LEFT.  GO TO THE GUARD STATION AND GET PERMISSION
 FQ0668'AND DIRECTIONS TO GO TO PAD 5 AND THE STATION.
 FQ0668'
 FQ0668'THE STATION IS A STANDARD DISK, STAMPED LONG 1958, SET IN A 12
 FQ0668'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 FQ0668'21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET
 FQ0668'NORTHEAST OF A LARGE PINE TREE WITH THREE NOTCHES ON IT AND
 FQ0668'8 FEET NORTH OF A WITNESS SIGN POST.
 FQ0668'
 FQ0668'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONG NO 1 1958,
 FQ0668'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 FQ0668'
 FQ0668'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONG NO 2 1958,
 FQ0668'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 FQ0668'
 FQ0668'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LONG 1958, CEMENTED
 FQ0668'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE ROOF
 FQ0668'OF BUILDING 1213, A SHELTER IN THE DEMOLITION AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0980 ***********************************************************************
 FR0980  DESIGNATION -  LONG
 FR0980  PID         -  FR0980
 FR0980  STATE/COUNTY-  AZ/MOHAVE
 FR0980  USGS QUAD   -  LONG MOUNTAIN (1978)
 FR0980
 FR0980                         *CURRENT SURVEY CONTROL
 FR0980  ___________________________________________________________________
 FR0980* NAD 83(1992)-  35 23 48.27405(N)    113 56 14.09959(W)     ADJUSTED  
 FR0980* NAVD 88     -      1327.4    (meters)    4355.     (feet)  VERTCON   
 FR0980  ___________________________________________________________________
 FR0980  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 FR0980  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FR0980  HORZ ORDER  -  SECOND
 FR0980
 FR0980.The horizontal coordinates were established by classical geodetic methods
 FR0980.and adjusted by the National Geodetic Survey in August 1993.
 FR0980
 FR0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0980
 FR0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0980
 FR0980.The geoid height was determined by GEOID03.
 FR0980
 FR0980;                    North         East     Units Scale Factor Converg.
 FR0980;SPC AZ W     -   487,618.486   196,350.341   MT  0.99993690   -0 06 30.5
 FR0980;SPC AZ W     - 1,599,798.18    644,194.03   iFT  0.99993690   -0 06 30.5
 FR0980;UTM  12      - 3,921,004.550   233,232.468   MT  1.00047710   -1 42 08.5
 FR0980;UTM  11      - 3,921,350.669   778,169.265   MT  1.00055369   +1 46 30.7
 FR0980
 FR0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0980!SPC AZ W     -   0.99979608  x   0.99993690  =   0.99973299
 FR0980!UTM  12      -   0.99979608  x   1.00047710  =   1.00027308
 FR0980!UTM  11      -   0.99979608  x   1.00055369  =   1.00034965
 FR0980
 FR0980|---------------------------------------------------------------------|
 FR0980| PID    Reference Object                     Distance      Geod. Az  |
 FR0980|                                                           dddmmss.s |
 FR0980| CH3576 LONG RM 3                            11.506 METERS 13042     |
 FR0980| FR0971 CRAGGY PEAK HUALPAI RANGE           APPROX.31.6 KM 1683021.4 |
 FR0980| CH3574 LONG RM 1                             8.062 METERS 22326     |
 FR0980| CH3573 T23N R16W SECS 10 11 14 15                         2345408.7 |
 FR0980| FS1037 EAGLE CAIRN                         APPROX. 7.4 KM 2352523.0 |
 FR0980| CH3575 LONG RM 2                             6.566 METERS 31736     |
 FR0980|---------------------------------------------------------------------|
 FR0980
 FR0980                          SUPERSEDED SURVEY CONTROL
 FR0980
 FR0980  NAD 83(1986)-  35 23 48.26903(N)    113 56 14.09824(W) AD(       ) 2
 FR0980  NAD 27      -  35 23 48.29500(N)    113 56 11.28200(W) AD(       ) 2
 FR0980  NGVD 29 (07/19/86) 1326.6    (m)         4352.     (f) VERT ANG    3  
 FR0980
 FR0980.Superseded values are not recommended for survey control.
 FR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0980.See file dsdata.txt to determine how the superseded data were derived.
 FR0980
 FR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3323221005(NAD 83)
 FR0980_MARKER: DD = SURVEY DISK
 FR0980_SETTING: 66 = SET IN ROCK OUTCROP
 FR0980
 FR0980  HISTORY     - Date     Condition        Report By
 FR0980  HISTORY     - 1948     MONUMENTED       CGS
 FR0980  HISTORY     - 1955     GOOD             CGS
 FR0980  HISTORY     - 1961     GOOD             CGS
 FR0980  HISTORY     - 1968     GOOD             AMS
 FR0980
 FR0980                          STATION DESCRIPTION
 FR0980
 FR0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0980'THE STATION IS ON THE SUMMIT OF A SHARP ROCKY PEAK WHICH IS
 FR0980'THE HIGHEST IN THE MOUNTAIN RANGE.  IT IS 4-1/2 MILES NORTHWEST
 FR0980'OF HUALPAI, A WAY STATION ON THE ATCHISON, TOPEKA AND SANTA
 FR0980'FE RAILROAD, AND 14 MILES NORTH-NORTHEAST OF KINGMAN.  THE
 FR0980'MOUNTAIN RANGE LIES ALONE IN A BROAD FLAT VALLEY AND IS EASILY
 FR0980'IDENTIFIED.
 FR0980'
 FR0980'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 FR0980'MARK DISK, CEMENTED IN A DRILL HOLE IN A MASS OF OUTCROPPING
 FR0980'BEDROCK, PROJECTING 4 INCHES ABOVE THE SURROUNDING SURFACE,
 FR0980'IS STAMPED LONG 1938.  IT IS ON THE HIGHEST POINT OF THE PEAK.
 FR0980'
 FR0980'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL DISK CEMENTED
 FR0980'IN A DRILL HOLE IN A MASS OF BEDROCK, IS STAMPED LONG 1938.
 FR0980'IT IS APPROXIMATELY 15 FEET LOWER IN ELEVATION THAN THE STATION
 FR0980'MARK.
 FR0980'
 FR0980'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL DISK CEMENTED
 FR0980'IN A DRILL HOLE IN BEDROCK IS STAMPED LONG 1938.  IT IS
 FR0980'APPROXIMATELY 10 FEET LOWER IN ELEVATOIN THAN THE STATION MARK.
 FR0980'
 FR0980'REFERENCE MARK NO. 3, A STANDAR USC AND GS DISK CEMENTED IN
 FR0980'A DRILL HOLE IN THE TOP OF A SHARP PROTRUSION OF OUTCROPPING
 FR0980'BEDROCK, PROJECTING 3 FEET ON THE WEST SIDE AND 2 FEET ON THE
 FR0980'OTHER SIDES, IS STAMPED LONG USGS NO 3 1947.  IT IS APPOXIMATELY
 FR0980'6 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FR0980'
 FR0980'THE AZIMUTH MARK, A GENERAL LAND OFFICE MARK, IS A 3 INCH
 FR0980'BRONZE CAP ON THE TOP OF A 2-1/2 INCH IRON PIPE, PROJECTING
 FR0980'18 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED
 FR0980'S 10, 11, 15, 14, T 23 N R 16 W.  THE MARK IS 20 FEET EAST OF
 FR0980'A NORTH-SOUTH TRACK ROAD WHICH IS ENROUTE TO THE STATION.
 FR0980'
 FR0980'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FR0980'RAILROAD DEPOT IN KINGMAN GO NORTHEAST ON U.S. HIGHWAY NO. 66
 FR0980'FOR 12.2 MILES TO A TRACK ROAD LEFT JUST SOUTHWEST OF A CONCRETE
 FR0980'BRIDGE.  TURN LEFT THROUGH A WIRE GATE AND TAKE THE LEFT HAND
 FR0980'ONE OF TWO TRACK ROADS NORTHWESTERLY 1.6 MILES TO A DIRT
 FR0980'TANK.  PASS AROUND TO THE RIGHT OF THE TANK AND GO WESTERLY
 FR0980'ALONG A FENCE LINE 1.1 MILES TO THE JUNCTION WITH A NORTH-SOUTH
 FR0980'ROAD.  TURN RIGHT, NORTH AND GO 3.8 MILES TO THE AZIMUTH MARK
 FR0980'ON THE RIGHT.  CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.4
 FR0980'MILES TO A DIM CROSSROADS.  TURN RIGHT, EASTERLY ON A DIM
 FR0980'TRACK ROAD AND GO 0.85 MILE TO AN OLD ABANDONED MINE SHAFT AND
 FR0980'DUMP AT THE WESTERN BASE OF THE MOUNTAIN AND THE END OF
 FR0980'TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP WASH TO A
 FR0980'SADDLE TO THE RIGHT OF THE PEAK THENCE LEFT UP A VERY
 FR0980'STEEP ROCKY SLOPE TO THE HIGHEST POINT AND STATION.  A 1
 FR0980'HOUR PACK.
 FR0980
 FR0980                          STATION RECOVERY (1955)
 FR0980
 FR0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0980'RECOVERED - THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH
 FR0980'MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 FR0980'IS ADEQUATE AND CORRECT.
 FR0980
 FR0980                          STATION RECOVERY (1961)
 FR0980
 FR0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0980'RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.A.R., 1948.
 FR0980
 FR0980                          STATION RECOVERY (1968)
 FR0980
 FR0980'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 FR0980'THE STATION MARK, AZIMUTH MARK, AND RMS NO. 1, 2 AND 3 WERE RECOVERED
 FR0980'AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 FR0980'
 FR0980'THE STATION WAS NOT OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1167 ***********************************************************************
 ES1167  DESIGNATION -  LONG
 ES1167  PID         -  ES1167
 ES1167  STATE/COUNTY-  AZ/YAVAPAI
 ES1167  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES1167
 ES1167                         *CURRENT SURVEY CONTROL
 ES1167  ___________________________________________________________________
 ES1167* NAD 83(1992)-  34 15 18.85431(N)    111 42 54.62673(W)     ADJUSTED  
 ES1167* NAVD 88     -      1475.3    (meters)    4840.     (feet)  VERTCON   
 ES1167  ___________________________________________________________________
 ES1167  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 ES1167  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ES1167  HORZ ORDER  -  THIRD
 ES1167
 ES1167.The horizontal coordinates were established by classical geodetic methods
 ES1167.and adjusted by the National Geodetic Survey in August 1993.
 ES1167
 ES1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1167
 ES1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1167
 ES1167.The geoid height was determined by GEOID03.
 ES1167
 ES1167;                    North         East     Units Scale Factor Converg.
 ES1167;SPC AZ C     -   360,981.506   231,917.147   MT  0.99990424   +0 06 48.3
 ES1167;SPC AZ C     - 1,184,322.53    760,883.03   iFT  0.99990424   +0 06 48.3
 ES1167;UTM  12      - 3,790,688.100   434,152.780   MT  0.99965345   -0 24 09.3
 ES1167
 ES1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1167!SPC AZ C     -   0.99977265  x   0.99990424  =   0.99967691
 ES1167!UTM  12      -   0.99977265  x   0.99965345  =   0.99942618
 ES1167
 ES1167|---------------------------------------------------------------------|
 ES1167| PID    Reference Object                     Distance      Geod. Az  |
 ES1167|                                                           dddmmss.s |
 ES1167| CS6529 LONG RM 1                             5.321 METERS 19553     |
 ES1167| CS6530 LONG RM 2                            18.120 METERS 30557     |
 ES1167|---------------------------------------------------------------------|
 ES1167
 ES1167                          SUPERSEDED SURVEY CONTROL
 ES1167
 ES1167  NAD 83(1992)-  34 15 18.84886(N)    111 42 54.62845(W) AD(       ) 3
 ES1167  NGVD 29 (10/09/91) 1474.6    (m)         4838.     (f) VERT ANG    3  
 ES1167
 ES1167.Superseded values are not recommended for survey control.
 ES1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1167.See file dsdata.txt to determine how the superseded data were derived.
 ES1167
 ES1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3415390688(NAD 83)
 ES1167_MARKER: DD = SURVEY DISK
 ES1167_SETTING: 0 = UNSPECIFIED SETTING
 ES1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1167
 ES1167  HISTORY     - Date     Condition        Report By
 ES1167  HISTORY     - 1966     MONUMENTED       USGS
 ES1167
 ES1167                          STATION DESCRIPTION
 ES1167
 ES1167'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1167'LOCATED ABOUT 15.9 MI SW. OF DUGAS RANCH, ABOUT 4.7 MI SW. OF
 ES1167'PINE MTN., 1.6 MI SE. OF SQUAW TIT, ABOUT 1 MI W. OF VERDE RIVER.
 ES1167'ON HIGHEST TOP ON N.-S. RIDGE.
 ES1167'
 ES1167'REACHED BY HELICOPTER.
 ES1167'
 ES1167'STATION MARK--STANDARD TABLET STAMPED---LONG 1966---, SET IN DRILL
 ES1167'HOLE.
 ES1167'
 ES1167'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, SET IN DRILL HOLE
 ES1167'ON TOP OF ROCK OUTCROP.
 ES1167'
 ES1167'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, SET IN DRILL HOLE
 ES1167'ON TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0848 ***********************************************************************
 FR0848  DESIGNATION -  LONNIE
 FR0848  PID         -  FR0848
 FR0848  STATE/COUNTY-  AZ/COCONINO
 FR0848  USGS QUAD   -  HOWARD LAKE (1989)
 FR0848
 FR0848                         *CURRENT SURVEY CONTROL
 FR0848  ___________________________________________________________________
 FR0848* NAD 83(1992)-  35 36 27.44531(N)    112 08 43.23508(W)     ADJUSTED  
 FR0848* NAVD 88     -      1840.8    (meters)    6039.     (feet)  VERTCON   
 FR0848  ___________________________________________________________________
 FR0848  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 FR0848  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FR0848  HORZ ORDER  -  SECOND
 FR0848
 FR0848.The horizontal coordinates were established by classical geodetic methods
 FR0848.and adjusted by the National Geodetic Survey in August 1993.
 FR0848
 FR0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0848
 FR0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0848
 FR0848.The geoid height was determined by GEOID03.
 FR0848
 FR0848;                    North         East     Units Scale Factor Converg.
 FR0848;SPC AZ C     -   511,005.058   192,642.094   MT  0.99990529   -0 07 59.3
 FR0848;SPC AZ C     - 1,676,525.78    632,027.87   iFT  0.99990529   -0 07 59.3
 FR0848;UTM  12      - 3,941,033.352   396,261.782   MT  0.99973261   -0 40 00.9
 FR0848
 FR0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0848!SPC AZ C     -   0.99971483  x   0.99990529  =   0.99962014
 FR0848!UTM  12      -   0.99971483  x   0.99973261  =   0.99944751
 FR0848
 FR0848:                Primary Azimuth Mark                     Grid Az
 FR0848:SPC AZ C     -  JUNCTION                                 005 41 36.2
 FR0848:UTM  12      -  JUNCTION                                 006 13 37.8
 FR0848
 FR0848|---------------------------------------------------------------------|
 FR0848| PID    Reference Object                     Distance      Geod. Az  |
 FR0848|                                                           dddmmss.s |
 FR0848| FR0852 JUNCTION                            APPROX. 4.4 KM 0053336.9 |
 FR0848| CH3577 LONNIE RM 1                          13.085 METERS 00940     |
 FR0848| CH3578 LONNIE RM 2                          13.813 METERS 18657     |
 FR0848|---------------------------------------------------------------------|
 FR0848
 FR0848                          SUPERSEDED SURVEY CONTROL
 FR0848
 FR0848  NAD 83(1986)-  35 36 27.44322(N)    112 08 43.23121(W) AD(       ) 2
 FR0848  NAD 27      -  35 36 27.44765(N)    112 08 40.64084(W) AD(       ) 2
 FR0848  NGVD 29 (07/19/86) 1839.9    (m)         6036.     (f) VERT ANG    3  
 FR0848
 FR0848.Superseded values are not recommended for survey control.
 FR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0848.See file dsdata.txt to determine how the superseded data were derived.
 FR0848
 FR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9626241033(NAD 83)
 FR0848_MARKER: DD = SURVEY DISK
 FR0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0848
 FR0848  HISTORY     - Date     Condition        Report By
 FR0848  HISTORY     - 1975     MONUMENTED       AZDT
 FR0848
 FR0848                          STATION DESCRIPTION
 FR0848
 FR0848'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0848'THE STATION IS ABOUT 25 MILES NORTH OF WILLIAMS ALONG THE EAST
 FR0848'RIGHT-OF-WAY OF STATE ROUTE 64 AT MILE POST 210.39.
 FR0848'
 FR0848'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED LONNIE
 FR0848'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 FR0848'STATION IS 94 FEET EAST OF HIGHWAY CENTERLINE, 6 FEET WEST OF THE
 FR0848'EAST RIGHT-OF-WAY FENCE, 2.75 FEET WEST OF WITNESS POST AND 25
 FR0848'FEET NORTHWEST OF A LARGE BILLBOARD.
 FR0848'
 FR0848'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED LONNIE
 FR0848'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 FR0848'MARK IS 95.5 FEET EAST OF THE HIGHWAY CENTERLINE AND 4.5 FEET WEST
 FR0848'OF THE RIGHT-OF-WAY FENCE.
 FR0848'
 FR0848'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED LONNIE
 FR0848'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 FR0848'MARK IS 95.2 FEET EAST OF HIGHWAY CENTERLINE AND 4.8 FEET WEST OF
 FR0848'RIGHT-OF-WAY FENCE.
 FR0848'
 FR0848'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE
 FR0848'ROUTE 64 (2 MILES EAST OF WILLIAMS), GO NORTH ON STATE ROUTE 64 TO
 FR0848'MILE POST 210.39 AND THE STATION IN THE EAST RIGHT-OF-WAY.
 FR0848'
 FR0848'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2247 ***********************************************************************
 DU2247  DESIGNATION -  LOOK
 DU2247  PID         -  DU2247
 DU2247  STATE/COUNTY-  AZ/MARICOPA
 DU2247  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2247
 DU2247                         *CURRENT SURVEY CONTROL
 DU2247  ___________________________________________________________________
 DU2247* NAD 83(2007)-  33 35 49.59012(N)    111 59 36.72646(W)     NO CHECK  
 DU2247* NAVD 88     -       424.0    (meters)    1391.     (feet)  VERTCON   
 DU2247  ___________________________________________________________________
 DU2247  EPOCH DATE  -        2007.00
 DU2247  X           -  -1,991,768.477 (meters)                     COMP
 DU2247  Y           -  -4,931,401.914 (meters)                     COMP
 DU2247  Z           -   3,509,529.115 (meters)                     COMP
 DU2247  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DU2247  ELLIP HEIGHT-         394.566 (meters)          (02/10/07) NO CHECK
 DU2247  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU2247
 DU2247  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2247  Type    PID    Designation                      North   East  Ellip
 DU2247  -------------------------------------------------------------------
 DU2247  NETWORK DU2247 LOOK                              2.86   2.16  10.19
 DU2247  -------------------------------------------------------------------
 DU2247
 DU2247.The horizontal coordinates were established by GPS observations
 DU2247.and adjusted by the National Geodetic Survey in February 2007.
 DU2247
 DU2247.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2247.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2247.No horizontal observational check was made to the station.
 DU2247.The horizontal coordinates are valid at the epoch date displayed above.
 DU2247.The epoch date for horizontal control is a decimal equivalence
 DU2247.of Year/Month/Day.
 DU2247
 DU2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2247
 DU2247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2247
 DU2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2247
 DU2247.The ellipsoidal height was determined by GPS observations
 DU2247.and is referenced to NAD 83.
 DU2247
 DU2247.The geoid height was determined by GEOID03.
 DU2247
 DU2247;                    North         East     Units Scale Factor Converg.
 DU2247;SPC AZ C     -   287,972.729   206,225.885   MT  0.99990063   -0 02 33.1
 DU2247;SPC AZ C     -   944,792.42    676,594.11   iFT  0.99990063   -0 02 33.1
 DU2247;UTM  12      - 3,717,927.907   407,816.487   MT  0.99970476   -0 32 59.3
 DU2247
 DU2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2247!SPC AZ C     -   0.99993806  x   0.99990063  =   0.99983870
 DU2247!UTM  12      -   0.99993806  x   0.99970476  =   0.99964284
 DU2247
 DU2247                          SUPERSEDED SURVEY CONTROL
 DU2247
 DU2247  ELLIP H (06/11/02)  394.597  (m)                       GP(       ) 4 2
 DU2247  NAD 83(1992)-  33 35 49.58865(N)    111 59 36.72572(W) AD(       ) 1
 DU2247  ELLIP H (08/23/93)  394.690  (m)                       GP(       ) 4 2
 DU2247  NAD 83(1986)-  33 35 49.58294(N)    111 59 36.73119(W) AD(       ) 1
 DU2247  NGVD 29 (09/11/89)  423.5    (m)         1389.     (f) GPS OBS     3  
 DU2247
 DU2247.Superseded values are not recommended for survey control.
 DU2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2247.See file dsdata.txt to determine how the superseded data were derived.
 DU2247
 DU2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0781617928(NAD 83)
 DU2247_MARKER: DD = SURVEY DISK
 DU2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2247+STABILITY: SURFACE MOTION
 DU2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2247+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2247
 DU2247  HISTORY     - Date     Condition        Report By
 DU2247  HISTORY     - 1986     MONUMENTED       AZDT
 DU2247  HISTORY     - 20070126 MARK NOT FOUND   GEOCAC
 DU2247
 DU2247                          STATION DESCRIPTION
 DU2247
 DU2247'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2247'THE STATION IS LOCATED ABOUT 13.8 KM (8.5 MI)
 DU2247'NORTHWEST OF SCOTTSDALE, ARIZONA.
 DU2247'
 DU2247'TO REACH THE STATION FROM THE INTERSECTION OF 40TH STREET AND
 DU2247'CACTUS ROAD, GO EAST ON CACTUS ROAD FOR 0.18 KM (0.11 MI) TO THE
 DU2247'STATION ON THE RIGHT.
 DU2247'
 DU2247'THE STATION IS A STANDARD AGS DISK
 DU2247'STAMPED---LOOK 1986---,
 DU2247'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2247'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DU2247'6.55 METERS (21.5 FT) SOUTH FROM THE CENTERLINE OF CACTUS ROAD,
 DU2247'1.22 METERS (4 FT) EAST FROM A WITNESS POST AND SIGN,
 DU2247'1.95 METERS (6.4 FT) NORTH FROM A CHAIN LINK FENCE AT A GOLF COURSE,
 DU2247'50.35 METERS (165.2 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 DU2247'EASTBOUND LANE OF A BRIDGE.
 DU2247'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2247'STAMPED---LOOK 1986---,
 DU2247'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DU2247
 DU2247                          STATION RECOVERY (2007)
 DU2247
 DU2247'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2247'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO A LANDSCAPED
 DU2247'AREA OF THE GOLF COURSE, THERE WAS NO WITNESS POST OR CHAIN LINK FENCE
 DU2247'IN THE AREA. DUE TO THE SPRINKLER SYSTEM INSTALLED IN THE AREA ONLY
 DU2247'PROBED THE GROUND A FEW INCHES, AND DID NOT DETECT THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1771 ***********************************************************************
 CZ1771  DESIGNATION -  LOOKOUT
 CZ1771  PID         -  CZ1771
 CZ1771  STATE/COUNTY-  AZ/PINAL
 CZ1771  USGS QUAD   -  BOOGER CANYON (1972)
 CZ1771
 CZ1771                         *CURRENT SURVEY CONTROL
 CZ1771  ___________________________________________________________________
 CZ1771* NAD 83(1992)-  32 59 36.26598(N)    110 27 35.96640(W)     ADJUSTED  
 CZ1771* NAVD 88     -      1619.3    (meters)    5313.     (feet)  VERTCON   
 CZ1771  ___________________________________________________________________
 CZ1771  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 CZ1771  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CZ1771  HORZ ORDER  -  FIRST
 CZ1771
 CZ1771.The horizontal coordinates were established by classical geodetic methods
 CZ1771.and adjusted by the National Geodetic Survey in August 1993.
 CZ1771
 CZ1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1771
 CZ1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1771
 CZ1771.The geoid height was determined by GEOID03.
 CZ1771
 CZ1771;                    North         East     Units Scale Factor Converg.
 CZ1771;SPC AZ C     -   221,962.910   349,493.580   MT  1.00012844   +0 47 36.0
 CZ1771;SPC AZ C     -   728,224.77  1,146,632.48   iFT  1.00012844   +0 47 36.0
 CZ1771;UTM  12      - 3,650,685.530   550,449.480   MT  0.99963138   +0 17 38.6
 CZ1771
 CZ1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1771!SPC AZ C     -   0.99975012  x   1.00012844  =   0.99987853
 CZ1771!UTM  12      -   0.99975012  x   0.99963138  =   0.99938159
 CZ1771
 CZ1771|---------------------------------------------------------------------|
 CZ1771| PID    Reference Object                     Distance      Geod. Az  |
 CZ1771|                                                           dddmmss.s |
 CZ1771| CC6863 LOOKOUT RM 3                          7.397 METERS 18807     |
 CZ1771| CC6861 LOOKOUT RM 1 AZIMUTH                               2304252.1 |
 CZ1771| CC6862 LOOKOUT RM 2                         10.606 METERS 34441     |
 CZ1771|---------------------------------------------------------------------|
 CZ1771
 CZ1771                          SUPERSEDED SURVEY CONTROL
 CZ1771
 CZ1771  NAD 83(1986)-  32 59 36.26261(N)    110 27 35.96464(W) AD(       ) 1
 CZ1771  NAD 27      -  32 59 36.02900(N)    110 27 33.62100(W) AD(       ) 1
 CZ1771  NGVD 29 (07/19/86) 1618.6    (m)         5310.     (f) VERT ANG    3  
 CZ1771
 CZ1771.Superseded values are not recommended for survey control.
 CZ1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1771.See file dsdata.txt to determine how the superseded data were derived.
 CZ1771
 CZ1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5044950686(NAD 83)
 CZ1771_MARKER: DS = TRIANGULATION STATION DISK
 CZ1771_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1771_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1771
 CZ1771  HISTORY     - Date     Condition        Report By
 CZ1771  HISTORY     - 1948     MONUMENTED       USGS
 CZ1771  HISTORY     - 1972     GOOD             AZHD
 CZ1771
 CZ1771                          STATION DESCRIPTION
 CZ1771
 CZ1771'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 CZ1771'THE STATION, A U.S.G.S. BENCH MARK, IS LOCATED ON THE HIGHEST
 CZ1771'PART OF LOOKOUT MOUNTAIN, WHICH IS ON THE DIVIDE BETWEEN HAWK
 CZ1771'CANYON AND OLD DEER CREEK, ABOUT 13 MILES SOUTH-SOUTHEAST
 CZ1771'OF COOLIDGE DAM AND ABOUT 2.5 MILES SOUTHWEST OF THE RANCH
 CZ1771'HOUSE OF MR. HENRY HAGERT.  IT IS 10 FEET SOUTHEAST OF THE
 CZ1771'HIGHEST POINT ON THE EAST BRIM, SET IN OUTCROPPING BEDROCK
 CZ1771'FLUSH WITH GROUND AND STAMPED--LOOKOUT VA 1936 5312.
 CZ1771'
 CZ1771'REFERENCE MARK NO. 2, A U.S.G.S. REFERENCE DISK, IS APPROXIMATELY
 CZ1771'2 FEET LOWER THAN THE STATION, ON THE NORTH SLOPE, 4 PACES
 CZ1771'EAST OF THE WEST BRIM, SET IN A BOULDER, FLUSH WITH GROUND AND
 CZ1771'IS STAMPED--NO 2.
 CZ1771'
 CZ1771'REFERENCE MARK NO. 3, A BRONZE DISK, IS APPROXIMATELY 1 FOOT
 CZ1771'LOWER THAN THE STATION, 6 PACES EAST OF THE WEST BRIM, SET IN
 CZ1771'A BOULDER WHICH PROJECTS 8 INCHES AND IS STAMPED--LOOKOUT
 CZ1771'USGS NO 3 1946.
 CZ1771'
 CZ1771'THE AZIMUTH MARK A U.S.G.S. BENCH MARK IS LOCATED ON THE
 CZ1771'SECOND PEAK TO THE NORTHEAST AFTER LEAVING THE NORTH-SOUTH
 CZ1771'FENCE LINE, NOT VISIBLE FROM THE WIRE GATE IN FENCE BUT IS
 CZ1771'N 60 DEG E FROM THE TOP OF THE FIRST HILL,
 CZ1771'1 FOOT EAST OF A 2 FOOT CAIRN, SET IN BEDROCK WHICH PROJECTS
 CZ1771'8 INCHES AND IS STAMPED VA 1 4465.
 CZ1771'
 CZ1771'TO REACH FROM THE POST OFFICE IN WINKLEMAN.  GO SOUTHERLY ON
 CZ1771'STATE ROUTE 77 FOR 2.45 MILES TO A CATTLE GUARD.  CONTINUE
 CZ1771'FOR 0.35 MILE TO A SIDE ROAD LEFT AT SIGN ESKIMAGENE RANCH.
 CZ1771'TURN LEFT AND GO 0.2 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 CZ1771'5.9 MILES TO A FORK AT TOP OF HILL.  TAKE LEFT FORK AND CONTINUE
 CZ1771'FOR 1.35 MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE FOR
 CZ1771'0.95 MILE TO A FORK.  KEEP LEFT FORK, STRAIGHT AHEAD FOR
 CZ1771'0.7 MILE TO A DIM FORK.  TAKE THE RIGHT FORK FOR 0.1 MILE TO
 CZ1771'A CONCRETE WATERING TROUGH ON RIGHT.  CONTINUE FOR 2.1 MILES
 CZ1771'TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR 1.2
 CZ1771'MILE TO STATION SAN 1948 ON LEFT.  CONTINUE FOLLOWING MAIN
 CZ1771'ROAD FOR 0.85 MILE TO A BOARD GATE.  PASS THROUGH AND
 CZ1771'CONTINUE FOR 0.75 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 CZ1771'FOLLOW DIM TRACKS ALONG FENCE FOR 0.15 MILE TO A FORK.  TAKE
 CZ1771'RIGHT FORK AND GO 1.0 MILE TO A RAVINE.  CROSS FENCE BY
 CZ1771'LAYING IT DOWN AND CONTINUE FOLLOWING FENCE FOR 0.4
 CZ1771'MILE AND CROSS FENCE AGAIN, JUST BEFORE COMING TO A DEEP
 CZ1771'RAVINE.  CONTINUE FOR 0.6 MILE TO A WIRE GATE AT JUNCTION
 CZ1771'OF FENCES.  PASS THROUGH GATE AND CONTINUE TO FOLLOW FENCE
 CZ1771'TO EAST FOR 0.6 MILE TO TOP OF HILL, HERE CROSS FENCE AND
 CZ1771'CONTINUE FOR 1.0 MILE TO A WIRE GATE IN A NORTH-SOUTH
 CZ1771'FENCE LINE.  PASS THROUGH AND CONTINUE NORTHEAST TO
 CZ1771'TOP OF FIRST HILL.  FROM THIS POINT THE STATION IS N 40 DEG E
 CZ1771'FROM THIS POINT THE AZIMUTH MARK IS N 60 DEG E.
 CZ1771'CONTINUE TO TOP OF NEXT
 CZ1771'HILL TO AZIMUTH MARK AS DESCRIBED ABOVE.  FROM AZIMUTH MARK
 CZ1771'CONTINUE, FOLLOWING CREST OF RIDGE TO BASE OF MOUNTAIN AND
 CZ1771'END OF TRUCK TRAVEL FOR A 4 WHEEL DRIVE VEHICLE.  FROM THIS
 CZ1771'POINT PACK NORTHEAST TO THE HIGHEST POINT AND STATION AS
 CZ1771'DESCRIBED ABOVE.  A 20-MINUTE PACK.
 CZ1771'
 CZ1771'NOTE--THE DISTANCE FROM THE WIRE GATE IN THE NORTH-SOUTH FENCE
 CZ1771'LINE IS APPROXIMATELY 6.5 MILES AND THE END OF TRUCK TRAVEL
 CZ1771'FOR A 2 WHEEL DRIVE VEHICLE IS APPROXIMATELY 0.5 MILE BEFORE
 CZ1771'REACHING THIS GATE.  THIS 7.0 MILES CAN BE WALKED IN APPROXIMATELY
 CZ1771'THE SAME TIME AS IT CAN BE DRIVEN.  A 3 HOUR PACK OR
 CZ1771'DRIVE.
 CZ1771
 CZ1771                          STATION RECOVERY (1972)
 CZ1771
 CZ1771'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1771'GENERAL LOCATION 13 MILES SOUTH OF AND 3 MILES EAST OF
 CZ1771'COOLIDGE DAM.
 CZ1771'
 CZ1771'STATION MARK USGS BENCH MARK STAMPED--LOOKOUT VA 1936 5312.
 CZ1771'
 CZ1771'REFERENCE MARKS R.M. 2 USGS REF. DISK GOOR.M. 3 LOOKOUT
 CZ1771'USGS 3 1946, GOOD.
 CZ1771'
 CZ1771'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0258 ***********************************************************************
 GQ0258  DESIGNATION -  LOOKOUT
 GQ0258  PID         -  GQ0258
 GQ0258  STATE/COUNTY-  AZ/COCONINO
 GQ0258  USGS QUAD   -  JACOB LAKE (1988)
 GQ0258
 GQ0258                         *CURRENT SURVEY CONTROL
 GQ0258  ___________________________________________________________________
 GQ0258* NAD 83(1992)-  36 41 47.34545(N)    112 08 33.53035(W)     ADJUSTED  
 GQ0258* NAVD 88     -      2431.2    (meters)    7976.     (feet)  VERTCON   
 GQ0258  ___________________________________________________________________
 GQ0258  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 GQ0258  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 GQ0258  HORZ ORDER  -  THIRD
 GQ0258
 GQ0258.The horizontal coordinates were established by classical geodetic methods
 GQ0258.and adjusted by the National Geodetic Survey in August 1993.
 GQ0258
 GQ0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0258
 GQ0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0258
 GQ0258.The geoid height was determined by GEOID03.
 GQ0258
 GQ0258;                    North         East     Units Scale Factor Converg.
 GQ0258;SPC AZ C     -   631,814.728   193,167.420   MT  0.99990502   -0 08 06.1
 GQ0258;SPC AZ C     - 2,072,882.97    633,751.38   iFT  0.99990502   -0 08 06.1
 GQ0258;UTM  12      - 4,061,811.580   397,927.110   MT  0.99972836   -0 40 58.4
 GQ0258
 GQ0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0258!SPC AZ C     -   0.99962200  x   0.99990502  =   0.99952706
 GQ0258!UTM  12      -   0.99962200  x   0.99972836  =   0.99935047
 GQ0258
 GQ0258:                Primary Azimuth Mark                     Grid Az
 GQ0258:SPC AZ C     -  HOUSEROCK                                012 27 34.4
 GQ0258:UTM  12      -  HOUSEROCK                                013 00 26.7
 GQ0258
 GQ0258|---------------------------------------------------------------------|
 GQ0258| PID    Reference Object                     Distance      Geod. Az  |
 GQ0258|                                                           dddmmss.s |
 GQ0258| GQ0253 HOUSEROCK                           APPROX.13.1 KM 0121928.3 |
 GQ0258|---------------------------------------------------------------------|
 GQ0258
 GQ0258                          SUPERSEDED SURVEY CONTROL
 GQ0258
 GQ0258  NAD 83(1986)-  36 41 47.34421(N)    112 08 33.52857(W) AD(       ) 3
 GQ0258  NGVD 29 (05/08/89) 2430.0    (m)         7972.     (f) VERT ANG    3  
 GQ0258
 GQ0258.Superseded values are not recommended for survey control.
 GQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0258.See file dsdata.txt to determine how the superseded data were derived.
 GQ0258
 GQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9792761812(NAD 83)
 GQ0258_MARKER: DS = TRIANGULATION STATION DISK
 GQ0258_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0258_SP_SET: SET IN A ROCK LEDGE
 GQ0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0258+STABILITY: POSITION/ELEVATION WELL
 GQ0258
 GQ0258  HISTORY     - Date     Condition        Report By
 GQ0258  HISTORY     - 1933     MONUMENTED       USGS
 GQ0258
 GQ0258                          STATION DESCRIPTION
 GQ0258
 GQ0258'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0258'LOCATED 0.5 MI S. AND 4.5 MI E. OF BOWMANS RESORT.  AT JACOB LAKE,
 GQ0258'IN KAIBAB NATIONAL FOREST, ON KNOLL WHICH RISES ABOUT 200 FT.
 GQ0258'ABOVE GENERAL LEVEL OF LONG RIDGE WHICH EXTENDS EASTWARD FROM
 GQ0258'KAIBAB PLATEAU, AT POINT WHERE RIDGE BREAKS OFF SHARPLY TO
 GQ0258'SECONDARY BENCH TO E., NEAR EAST EDGE OF KNOLL.
 GQ0258'
 GQ0258'TO REACH FROM JACOB LAKE, GO 8 MI S. TO POINT WHICH LEADS OFF
 GQ0258'MAIN HWY.  FOLLOW DIM RD. 2 MI NE. TO FORKS.  GO 5.5 MI N. ON LEFT
 GQ0258'FORK TO POINT NEAR END OF RD.  GO ABOUT 0.25 MI E. ALONG RIDGE TO
 GQ0258'STATION.  TREES BLAZED ALONG RIDGE FROM RD. TO STATION.
 GQ0258'
 GQ0258'STATION MARK--STANDARD TABLET STAMPED---LOOKOUT 1933---, CEMENTED
 GQ0258'IN LIMESTONE LEDGE.
 GQ0258'
 GQ0258'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN ROCK
 GQ0258'OUTCROP.
 GQ0258'
 GQ0258'RM 2--COPPER NAIL AND WASHER IN BLAZE ON 10-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0496 ***********************************************************************
 GP0496  DESIGNATION -  LOPE
 GP0496  PID         -  GP0496
 GP0496  STATE/COUNTY-  AZ/COCONINO
 GP0496  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0496
 GP0496                         *CURRENT SURVEY CONTROL
 GP0496  ___________________________________________________________________
 GP0496* NAD 83(1992)-  36 38 27.79158(N)    111 39 08.59719(W)     ADJUSTED  
 GP0496* NAVD 88     -      1554.8    (meters)    5101.     (feet)  VERTCON   
 GP0496  ___________________________________________________________________
 GP0496  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 GP0496  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 GP0496  HORZ ORDER  -  SECOND
 GP0496
 GP0496.The horizontal coordinates were established by classical geodetic methods
 GP0496.and adjusted by the National Geodetic Survey in August 1993.
 GP0496
 GP0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0496
 GP0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0496
 GP0496.The geoid height was determined by GEOID03.
 GP0496
 GP0496;                    North         East     Units Scale Factor Converg.
 GP0496;SPC AZ C     -   625,672.745   236,991.651   MT  0.99990688   +0 09 27.8
 GP0496;SPC AZ C     - 2,052,732.10    777,531.66   iFT  0.99990688   +0 09 27.8
 GP0496;UTM  12      - 4,055,252.596   441,680.991   MT  0.99964190   -0 23 21.7
 GP0496
 GP0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0496!SPC AZ C     -   0.99975965  x   0.99990688  =   0.99966655
 GP0496!UTM  12      -   0.99975965  x   0.99964190  =   0.99940163
 GP0496
 GP0496|---------------------------------------------------------------------|
 GP0496| PID    Reference Object                     Distance      Geod. Az  |
 GP0496|                                                           dddmmss.s |
 GP0496| CR7981 LOPE RM 1                            12.045 METERS 00423     |
 GP0496| GP0500 PASS                                APPROX. 3.3 KM 0344908.2 |
 GP0496| CR7982 LOPE RM 2                            12.285 METERS 18508     |
 GP0496|---------------------------------------------------------------------|
 GP0496
 GP0496                          SUPERSEDED SURVEY CONTROL
 GP0496
 GP0496  NAD 83(1986)-  36 38 27.78820(N)    111 39 08.59372(W) AD(       ) 2
 GP0496  NGVD 29 (07/12/88) 1553.8    (m)         5098.     (f) VERT ANG    3  
 GP0496
 GP0496.Superseded values are not recommended for survey control.
 GP0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0496.See file dsdata.txt to determine how the superseded data were derived.
 GP0496
 GP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4168155253(NAD 83)
 GP0496_MARKER: DS = TRIANGULATION STATION DISK
 GP0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0496+STABILITY: SURFACE MOTION
 GP0496
 GP0496  HISTORY     - Date     Condition        Report By
 GP0496  HISTORY     - 1983     MONUMENTED       AZDT
 GP0496
 GP0496                          STATION DESCRIPTION
 GP0496
 GP0496'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0496'THE STATION IS LOCATED 21-3/4 MILES SOUTH SOUTHWEST OF PAGE, 0.4 MILE
 GP0496'NORTH OF THE JUNCTION OF U.S. HIGHWAYS 89 AND 89A, AND ALONG U.S. 89A.
 GP0496'
 GP0496'THE STATION MARK IS AN AZDT DISK STAMPED---LOPE 1983---.  IT IS SET IN
 GP0496'TOP OF A 10 INCH CONCRETE MONUMENT 97 FEET WEST OF THE CENTERLINE OF
 GP0496'THE HIGHWAY AND 3 FEET WEST OF A WITNESS POST AND SIGN.
 GP0496'
 GP0496'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LOPE RM 1 1983---.  IT IS
 GP0496'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0496'
 GP0496'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LOPE RM 2 1983---.  IT IS
 GP0496'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0496'
 GP0496'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0496'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL 1.2
 GP0496'MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT AND
 GP0496'TRAVEL SOUTHWEST FOR 24.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89
 GP0496'AND 89A.  TURN RIGHT ALONG U.S. 89A FOR 0.4 MILE TO THE STATION ON THE
 GP0496'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0957 ***********************************************************************
 EU0957  DESIGNATION -  LOPEZ
 EU0957  PID         -  EU0957
 EU0957  STATE/COUNTY-  AZ/LA PAZ
 EU0957  USGS QUAD   -  OSBORNE WELL (1990)
 EU0957
 EU0957                         *CURRENT SURVEY CONTROL
 EU0957  ___________________________________________________________________
 EU0957* NAD 83(1992)-  34 13 31.33426(N)    114 01 21.68426(W)     ADJUSTED  
 EU0957* NAVD 88     -       537.6    (meters)    1764.     (feet)  VERTCON   
 EU0957  ___________________________________________________________________
 EU0957  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 EU0957  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 EU0957  HORZ ORDER  -  SECOND
 EU0957
 EU0957.The horizontal coordinates were established by classical geodetic methods
 EU0957.and adjusted by the National Geodetic Survey in August 1993.
 EU0957
 EU0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0957
 EU0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0957
 EU0957.The geoid height was determined by GEOID03.
 EU0957
 EU0957;                    North         East     Units Scale Factor Converg.
 EU0957;SPC AZ W     -   357,696.007   188,235.952   MT  0.99994111   -0 09 12.2
 EU0957;SPC AZ W     - 1,173,543.33    617,572.02   iFT  0.99994111   -0 09 12.2
 EU0957;SPC CA 5     -   587,711.044 2,366,360.860   MT  0.99996393   +2 16 01.6
 EU0957;SPC CA 5     - 1,928,181.98  7,763,635.59   sFT  0.99996393   +2 16 01.6
 EU0957;UTM  11      - 3,791,155.228   774,265.566   MT  1.00052734   +1 40 32.3
 EU0957;UTM  12      - 3,791,278.494   221,552.656   MT  1.00055584   -1 42 04.3
 EU0957
 EU0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0957!SPC AZ W     -   0.99992045  x   0.99994111  =   0.99986156
 EU0957!SPC CA 5     -   0.99992045  x   0.99996393  =   0.99988438
 EU0957!UTM  11      -   0.99992045  x   1.00052734  =   1.00044774
 EU0957!UTM  12      -   0.99992045  x   1.00055584  =   1.00047624
 EU0957
 EU0957|---------------------------------------------------------------------|
 EU0957| PID    Reference Object                     Distance      Geod. Az  |
 EU0957|                                                           dddmmss.s |
 EU0957| CC5562 LOPEZ RM 1                            4.955 METERS 04626     |
 EU0957| CC5561 LOPEZ AZ MK                                        1633221.9 |
 EU0957| CC5563 LOPEZ RM 2                            8.638 METERS 28415     |
 EU0957|---------------------------------------------------------------------|
 EU0957
 EU0957                          SUPERSEDED SURVEY CONTROL
 EU0957
 EU0957  NAD 83(1986)-  34 13 31.33540(N)    114 01 21.69206(W) AD(       ) 2
 EU0957  NAD 27      -  34 13 31.27900(N)    114 01 18.89900(W) AD(       ) 2
 EU0957  NGVD 29 (07/19/86)  537.0    (m)         1762.     (f) VERT ANG    3  
 EU0957
 EU0957.Superseded values are not recommended for survey control.
 EU0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0957.See file dsdata.txt to determine how the superseded data were derived.
 EU0957
 EU0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7426691155(NAD 83)
 EU0957_MARKER: DS = TRIANGULATION STATION DISK
 EU0957_SETTING: 80 = SET IN A BOULDER
 EU0957_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0957
 EU0957  HISTORY     - Date     Condition        Report By
 EU0957  HISTORY     - 1948     MONUMENTED       CGS
 EU0957  HISTORY     - 1955     GOOD             CGS
 EU0957
 EU0957                          STATION DESCRIPTION
 EU0957
 EU0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0957'STATION LOCATED ON THE EAST EDGE OF A HIGH ROCKY PLATEAU, 16-1/2
 EU0957'MILES AIRLINE EAST-NORTHEAST OF PARKER, 2-1/2 MILES AIRLINE SOUTH
 EU0957'OF THE JUNCTION OF MINERAL WASH AND BILL WILLIAMS RIVER, 1-1/2
 EU0957'MILE AIRLINE SOUTH OF MINERAL WASH, 6 PACES WEST OF THE EDGE
 EU0957'OF EAST RIM, SET FLUSH, AND STAMPED, LOPEZ 1948.
 EU0957'
 EU0957'REFERENCE MARK NO. 1 IS 3 PACES WEST OF EDGE OF EAST RIM,
 EU0957'APPROXIMATELY 6 INCHES HIGHER THAN STATION, PROJECTS 2 INCHES, AND
 EU0957'STAMPED, LOPEZ NO 1 1948
 EU0957'
 EU0957'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 EU0957'STATION, SET FLUSH, AND STAMPED, LOPEZ NO 2 1948.
 EU0957'
 EU0957'AZIMUTH MARK IS LOCATED APPROXIMATELY 100 FEET NORTHEAST OF WHERE
 EU0957'TRAIL COMES UP INTO SADDLE, 6 FEET EAST OF A SMALL CAIRN, SET
 EU0957'FLUSH, AND STAMPED, LOPEZ 1948.
 EU0957'
 EU0957'TO REACH FROM THE RAILROAD DEPOT IN PARKER, GO SOUTH ON STATE
 EU0957'HIGHWAY 72 FOR 0.4 MILE TO GRADED ROAD LEFT.  TURN LEFT AND GO
 EU0957'EAST FOR 5.1 MILES TO A DRY WASH.  CONTINUE ACROSS WASH AND ON
 EU0957'ROAD FOR 6.1 MILES TO A STEEL WATER TANK, WINDMILL AND CORRAL ON
 EU0957'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 2.3 MILES TO FORKS.  TAKE
 EU0957'RIGHT FORK AND GO 0.8 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.8
 EU0957'MILE TO FORK.  TAKE LEFT FORK AND GO 0.7 MILE TO REVERSE Y.
 EU0957'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO FORK.  TAKE LEFT FORK
 EU0957'AND GO 3.1 MILES TO POWER LINE AND CROSSROAD.  CONTINUE
 EU0957'STRAIGHT AHEAD FOR 1.4 MILE TO FORK.  TAKE RIGHT FORK FOR 1.8
 EU0957'MILE TO DIM ROAD LEADING OUT OF WASH ON LEFT.  TURN LEFT
 EU0957'ONTO DIM ROAD AND GO 0.95 MILE TO FORK.  TAKE RIGHT FORK FOR 0.15
 EU0957'MILE TO FORK.  TAKE LEFT FORK FOR 0.1 MILE TO END OF TRUCK
 EU0957'TRAVEL.  PACK NORTH UP TRAIL TO SADDLE.  (AZIMUTH MARK IS AT THIS
 EU0957'POINT AS DESCRIBED ABOVE) LEAVE TRAIL AND GO WEST TO RIM,
 EU0957'THENCE UP OVER RIM.  TURN NORTH AND FOLLOW ALONG RIM TO HIGHEST
 EU0957'POINT AND STATION AS DESCRIBED ABOVE.  A 30 MINUTE PACK.
 EU0957'
 EU0957'NOTE--REQUIRES A FOUR WHEEL DRIVE VEHICLE AS ROUTE IS VERY SANDY
 EU0957'AND STEEP.
 EU0957
 EU0957                          STATION RECOVERY (1955)
 EU0957
 EU0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0957'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 EU0957'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS COMPLETE AND
 EU0957'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1388 ***********************************************************************
 DA1388  DESIGNATION -  LORAC EAST
 DA1388  PID         -  DA1388
 DA1388  STATE/COUNTY-  AZ/MARICOPA
 DA1388  USGS QUAD   -  SENTINEL NE (1986)
 DA1388
 DA1388                         *CURRENT SURVEY CONTROL
 DA1388  ___________________________________________________________________
 DA1388* NAD 83(1992)-  32 52 35.40053(N)    113 01 09.07038(W)     ADJUSTED  
 DA1388* NAVD 88     -       223.71   (+/-2cm)     734.0    (feet)  VERTCON   
 DA1388  ___________________________________________________________________
 DA1388  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DA1388  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA1388  HORZ ORDER  -  FIRST
 DA1388  VERT ORDER  -  THIRD ? (See Below)
 DA1388
 DA1388.The horizontal coordinates were established by classical geodetic methods
 DA1388.and adjusted by the National Geodetic Survey in August 1993.
 DA1388
 DA1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1388.The vertical order pertains to the NGVD 29 superseded value.
 DA1388
 DA1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1388
 DA1388.The geoid height was determined by GEOID03.
 DA1388
 DA1388;                    North         East     Units Scale Factor Converg.
 DA1388;SPC AZ C     -   208,595.231   110,190.380   MT  1.00003120   -0 35 54.7
 DA1388;SPC AZ C     -   684,367.56    361,516.99   iFT  1.00003120   -0 35 54.7
 DA1388;UTM  12      - 3,639,403.193   311,097.504   MT  1.00004001   -1 05 47.0
 DA1388
 DA1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1388!SPC AZ C     -   0.99996983  x   1.00003120  =   1.00000103
 DA1388!UTM  12      -   0.99996983  x   1.00004001  =   1.00000984
 DA1388
 DA1388|---------------------------------------------------------------------|
 DA1388| PID    Reference Object                     Distance      Geod. Az  |
 DA1388|                                                           dddmmss.s |
 DA1388| DA1389 LORAC EAST RM A                      28.039 METERS 14242     |
 DA1388| CH3579 LORAC EAST RM 1                      15.178 METERS 25504     |
 DA1388| DA0833 LORAC EAST AZ MK                    APPROX. 4.0 KM 2905902.7 |
 DA1388| CH3580 LORAC EAST RM 2                      13.530 METERS 33953     |
 DA1388|---------------------------------------------------------------------|
 DA1388
 DA1388                          SUPERSEDED SURVEY CONTROL
 DA1388
 DA1388  NAD 83(1986)-  32 52 35.39431(N)    113 01 09.07619(W) AD(       ) 1
 DA1388  NAD 27      -  32 52 35.21300(N)    113 01 06.44400(W) AD(       ) 1
 DA1388  NGVD 29 (07/19/86)  223.10   (m)          732.0    (f) LEVELING    3  
 DA1388
 DA1388.Superseded values are not recommended for survey control.
 DA1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1388.See file dsdata.txt to determine how the superseded data were derived.
 DA1388
 DA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1109839403(NAD 83)
 DA1388_MARKER: DS = TRIANGULATION STATION DISK
 DA1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1388
 DA1388  HISTORY     - Date     Condition        Report By
 DA1388  HISTORY     - 1956     MONUMENTED       CGS
 DA1388  HISTORY     - 1960     GOOD             CGS
 DA1388  HISTORY     - 1962     GOOD             AMS
 DA1388  HISTORY     - 1966     GOOD             CGS
 DA1388  HISTORY     - 1971     GOOD             NGS
 DA1388  HISTORY     - 1973     GOOD             USGS
 DA1388  HISTORY     - 1981     GOOD             NGS
 DA1388
 DA1388                          STATION DESCRIPTION
 DA1388
 DA1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DA1388'THE STATION IS ABOUT 11 MILES SOUTHEAST OF SENTINEL, ABOUT 8
 DA1388'MILES WEST-SOUTHWEST THEBA, 2-1/2 MILES SOUTHWEST OF THE PIEDRA
 DA1388'RAILROAD SIDING AND 9 FEET SOUTHEAST OF A WITNESS POST.  IT
 DA1388'PROJECTS 6 INCHES AND IS STAMPED LORAC EAST 1956.
 DA1388'
 DA1388'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS STAMPED LORAC EAST
 DA1388'NO 1 1956.
 DA1388'
 DA1388'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS STAMPED LORAC
 DA1388'EAST NO 2 1956.
 DA1388'
 DA1388'THE AZIMUTH MARK IS 120 YARDS SOUTH OF THE CENTER OF U.S. HIGHWAY
 DA1388'80 AND 2 FEET SOUTHEAST OF A CAIRN.  IT IS SET FLUSH AND IS
 DA1388'STAMPED LORAC EAST 1956.
 DA1388'
 DA1388'TO REACH THE STATION FROM THE POST OFFICE IN SENTINEL GO EAST
 DA1388'ON U.S. HIGHWAY 80 FOR 9.0 MILES TO THE AZIMUTH MARK ON THE
 DA1388'RIGHT.
 DA1388'CONTINUE EAST ON U.S. HIGHWAY 80 FOR
 DA1388'4.3 MILES TO THE PIEDRA RAILROAD SIDING ON THE RIGHT.  CONTINUE
 DA1388'EAST ON U.S. HIGHWAY 80 FOR 2.6 MILES TO A SIDE ROAD RIGHT, TURN
 DA1388'RIGHT ACROSS THE RAILROAD TRACKS THEN GO WEST FOR 0.9 MILE TO A
 DA1388'WIRE GATE.  PASS THRU GATE AND CONTINUE WEST ALONG THE
 DA1388'TELEPHONE LINE FOR 1.8 MILES TO A BLADED ROAD JUST SOUTHWEST OF
 DA1388'THE PIEDRA RAILROAD SIDING.  TURN LEFT AND FOLLOW THE
 DA1388'BLADED ROAD SOUTHWEST FOR 2.4 MILES TO A DIM TRACK ROAD
 DA1388'RIGHT, TURN RIGHT ON THE TRACK ROAD AND GO 0.15 MILE TO THE
 DA1388'STATION AND REFERENCE MARKS AS DESCRIBED.
 DA1388
 DA1388                          STATION RECOVERY (1960)
 DA1388
 DA1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1388'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DA1388'CONDITION.  THE DISTANCES AND DIRECTIONS WERE VERIFIED.
 DA1388
 DA1388                          STATION RECOVERY (1962)
 DA1388
 DA1388'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1388'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DA1388'AS DESCRIBED.
 DA1388
 DA1388                          STATION RECOVERY (1966)
 DA1388
 DA1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DA1388'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 DA1388'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DA1388'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1388'
 DA1388'TO REACH THE STATION FROM THE OVERPASS IN THEBA, GO WEST ON
 DA1388'INTERSTATE HIGHWAY 8 AND U.S. HIGHWAY 80 FOR 4.3 MILES TO THE
 DA1388'PAINTED ROCK OVERPASS.  TURN RIGHT AND LEFT, CROSSING UNDER
 DA1388'U.S. HIGHWAY 80, AND GO EAST PARALLEL TO U.S. HIGHWAY 80 FOR
 DA1388'0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSSING OVER
 DA1388'THE RAILROAD TRACKS, AND GO SOUTH ON A DIRT ROAD FOR 0.25 MILE
 DA1388'TO A T-ROAD.  TURN RIGHT AND GO WEST ON THE DIRT ROAD FOR 0.64
 DA1388'MILE TO A IRRIGATION DITCH.  TURN LEFT AND FOLLOW THE
 DA1388'IRRIGATION DITCH, SOUTH, FOR 0.91 MILE TO A ROAD CROSSING OVER
 DA1388'THE IRRIGATION DITCH.  PASS OVER THE IRRIGATION DITCH AND GO WEST
 DA1388'ON A TRACK ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH THE
 DA1388'GATE AND GO NORTHWEST ALONG AN OLD FENCELINE AND DIM
 DA1388'TRACK ROAD FOR 0.75 MILE TO A T-ROAD AND THE RAILROAD TRACKS.
 DA1388'TURN LEFT AND GO WEST ON A TRACK ROAD, FOLLOWING THE TELEPHONE
 DA1388'LINE, FOR 0.4 MILE TO A SIGN PIEDRA ON THE RIGHT.  TURN LEFT AT
 DA1388'TELEPHONE POLE NUMBER 1 AND GO SOUTHWEST ON A DIM TRACK ROAD
 DA1388'FOR 2.55 MILES TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO
 DA1388'WEST ON A DIM TRACK ROAD FOR 0.25 MILE AND THE STATION.
 DA1388'
 DA1388'TO REACH THE AZIMUTH MARK FROM THE PAINTED ROCK OVERPASS, GO WEST
 DA1388'ON INTERSTATE HIGHWAY 8 AND U.S. HIGHWAY 80 FOR 6.0 MILES
 DA1388'TO MILE POST 99 AND THE MARK AS DESCRIBED.  IT IS ABOUT 0.15
 DA1388'MILE SOUTH OF MILE POST 99 AND ON THE HIGHEST PART OF A LOW RIDGE
 DA1388'
 DA1388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 DA1388'SOUTHEAST OF SENTINEL, 2.5 MILES SOUTHWEST OF THE PIEDRA RAILROAD
 DA1388'SIDING AND 3.0 MILES SOUTHWEST OF THE PAINTED ROCK OVERPASS.
 DA1388
 DA1388                          STATION RECOVERY (1971)
 DA1388
 DA1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1388'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DA1388'RECOVERED AS PREVIOUSLY DESCRIBED IN 1960 IN GOOD CONDITION.  THE
 DA1388'DISTANCE AND DIRECTION TO ALL MARKS COMPARE FAVORABLY TO THE 1960
 DA1388'DATA.
 DA1388'
 DA1388'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DA1388'
 DA1388'THE STATION IS LOCATED ABOUT 11 MILES EAST OF SENTINEL, 8 MILES
 DA1388'WEST-SOUTHWEST OF THEBA, 1.5 MILES SOUTH OF INTERSTATE HIGHWAY 8 AND
 DA1388'ON PROPERTY OWNED BY U.S. GOVERNMENT BUREAU OF LAND MANAGEMENT AND
 DA1388'LEASED TO MR MARION GETZWILLER POST OFFICE BOX 127 CASA GRANDE,
 DA1388'PHONE NUMBER 836-5017.
 DA1388'
 DA1388'TO REACH FROM THE SOUTH EDGE OF THE PAINTED ROCK ROAD EXIT OVERPASS
 DA1388'ABOUT 15 MILES WEST OF GILA BEND GO EAST ON FRONTAGE ROAD FOR 0.9
 DA1388'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT CROSSING RAILROAD
 DA1388'TRACKS TO A T INTERSECTION.  TURN RIGHT AND GO WEST ON FIELD ROAD FOR
 DA1388'3.3 MILES TO AN IRRIGATION CANAL.  TURN LEFT AND GO SOUTH ON
 DA1388'CANAL ROAD FOR 2.3 MILES TO A BRIDGE OVER THE CANAL.  TURN RIGHT
 DA1388'AND GO NORTHWESTERLY ON TRACK ROAD FOR 0.75 MILE TO A WIRE
 DA1388'GATE.  CONTINUE NORTHWESTERLY ON TRACK ROAD FOR 0.75 MILE, THENCE
 DA1388'BEAR LEFT AND GO WESTERLY ON TRACK ROAD FOR 0.9 MILE TO A
 DA1388'RAILROAD SIGN PIEDRA ON THE RIGHT.  CONTINUE WESTERLY FOR 0.2 MILE
 DA1388'TO A DIM TRACK ROAD ON THE LEFT BETWEEN TELEGRAPH POLES NUMBER 2
 DA1388'AND 3.  BEAR LEFT AND GO SOUTHWESTERLY FOR 2.6 MILES, THENCE
 DA1388'BEAR RIGHT AND GO WEST ACROSS COUNTRY FOR 0.2 MILE TO THE
 DA1388'STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 DA1388'PAINTED ROCK ROAD OVERPASS GO WEST ON INTERSTATE HIGHWAY
 DA1388'80 FOR 5.6 MILES TO MILEPOST 97.  CONTINUE WEST FOR 0.7 MILE TO A
 DA1388'NORTH-SOUTH VOLCANIC ROCK COVERED RIDGE AND THE AZIMUTH MARK ON
 DA1388'THE HIGHEST POINT NEAR THE SOUTH END OF THE RIDGE AS DESCRIBED
 DA1388'BELOW.
 DA1388'
 DA1388'THE STATION MARK IS A STANDARD DISK STAMPED LORAC EAST 1956, SET
 DA1388'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 DA1388'INCHES.  IT IS 7.5 FEET EAST-SOUTHEAST OF A 4X4 WOODEN WITNESS POST
 DA1388'AND 3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1388'
 DA1388'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LORAC EAST NO 1 1956, SET
 DA1388'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 DA1388'INCHES.  IT IS 50.8 FEET WEST OF THE 4X4 WITNESS POST AND 43 FEET
 DA1388'WEST OF THE METAL WITNESS POST.
 DA1388'
 DA1388'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LORAC EAST NO 2 1956,
 DA1388'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 DA1388'INCHES.  IT IS 41.5 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST
 DA1388'AND 41 FEET NORTH OF THE 4X4 WITNESS POST.
 DA1388'
 DA1388'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LORAC EAST 1956, SET IN
 DA1388'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 DA1388'THE GROUND SURFACE.  IT IS 255.5 FEET SOUTH OF THE SOUTH
 DA1388'RIGHT-OF-WAY FENCE.
 DA1388'
 DA1388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 DA1388'WEST-SOUTHWEST OF THEBA.
 DA1388'
 DA1388'HEIGHT OF LIGHT ABOVE STATION MARK 86.2 FEET.
 DA1388
 DA1388                          STATION RECOVERY (1973)
 DA1388
 DA1388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJE)
 DA1388'FOUND AS DESCRIBED IN THE 1971 DESCRIPTION EXCEPT NEW TO REACH.
 DA1388'NO BRIDGES CROSSING CANNAL
 DA1388'
 DA1388'FROM THE OVERPASS AT THEBA, WEST ON INTERSTATE 8 4.3 MILE TO
 DA1388'PAINTED ROCK OVERPASS, TURN RIGHT OFF FREEWAY AND THEN LEFT
 DA1388'CROSSING UNDER INTERSTATE 8 TO ROAD FORKS (ABOUT 15.3 MI. EAST OF
 DA1388'SENTINEL), PROCEED EAST ON FRONTAGE ROAD 1.1 MI. TO T-RD. TURN
 DA1388'RIGHT, SOUTH CROSSING RAILROAD TRACKS TO T-RD., TURN RIGHT, WEST
 DA1388'0.9 MI. TO CANAL, TURN RIGHT, AND THAN LEFT CROSSING CANAL
 DA1388'OVER RAILROAD BRIDGE.  CONTINUE WESTERLY ALONG THE S. SIDE OF
 DA1388'RAILROAD FOLLOWING POWER LINE 0.2 MI. TO GATE, CONTINUE
 DA1388'WESTERLY ALONG POWER LINE 1.8 MI. TO ROAD FORK JUST S. OF
 DA1388'PIEDRA.  TURN LEFT ON DIM ROAD (SW) 2.6 MI. TURN RIGHT,
 DA1388'WEST 0.15 MI TO STATION.
 DA1388
 DA1388                          STATION RECOVERY (1981)
 DA1388
 DA1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1388'THE STATION WAS RECOVERED USING ITS POSITION INPUT INTO AN INERTIAL
 DA1388'SURVEY SYSTEM MOUNTED IN A HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0833 ***********************************************************************
 DA0833  DESIGNATION -  LORAC EAST AZ MK
 DA0833  PID         -  DA0833
 DA0833  STATE/COUNTY-  AZ/MARICOPA
 DA0833  USGS QUAD   -  SENTINEL NE (1986)
 DA0833
 DA0833                         *CURRENT SURVEY CONTROL
 DA0833  ___________________________________________________________________
 DA0833* NAD 83(1992)-  32 53 22.45085(N)    113 03 34.53912(W)     ADJUSTED  
 DA0833* NAVD 88     -       254.35   (+/-2cm)     834.5    (feet)  VERTCON   
 DA0833  ___________________________________________________________________
 DA0833  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DA0833  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0833  HORZ ORDER  -  SECOND
 DA0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0833
 DA0833.The horizontal coordinates were established by classical geodetic methods
 DA0833.and adjusted by the National Geodetic Survey in August 1993.
 DA0833
 DA0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0833.The vertical order pertains to the NGVD 29 superseded value.
 DA0833
 DA0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0833
 DA0833.The geoid height was determined by GEOID03.
 DA0833
 DA0833;                    North         East     Units Scale Factor Converg.
 DA0833;SPC AZ C     -   210,084.875   106,424.649   MT  1.00004095   -0 37 14.5
 DA0833;SPC AZ C     -   689,254.84    349,162.23   iFT  1.00004095   -0 37 14.5
 DA0833;UTM  12      - 3,640,925.528   307,344.813   MT  1.00005767   -1 07 07.5
 DA0833
 DA0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0833!SPC AZ C     -   0.99996502  x   1.00004095  =   1.00000597
 DA0833!UTM  12      -   0.99996502  x   1.00005767  =   1.00002269
 DA0833
 DA0833|---------------------------------------------------------------------|
 DA0833| PID    Reference Object                     Distance      Geod. Az  |
 DA0833|                                                           dddmmss.s |
 DA0833| DA0832 LORAC EAST AZIMUTH RM 1              10.359 METERS 00744     |
 DA0833| DA0834 LORAC EAST AZIMUTH RM 2               6.763 METERS 09537     |
 DA0833| DA1388 LORAC EAST                          APPROX. 4.0 KM 1105743.7 |
 DA0833|---------------------------------------------------------------------|
 DA0833
 DA0833                          SUPERSEDED SURVEY CONTROL
 DA0833
 DA0833  NAD 83(1986)-  32 53 22.44480(N)    113 03 34.54489(W) AD(       ) 2
 DA0833  NAD 27      -  32 53 22.26670(N)    113 03 31.90720(W) AD(       ) 2
 DA0833  NGVD 29 (??/??/92)  253.731  (m)          832.45   (f) ADJ UNCH    2 0
 DA0833
 DA0833.Superseded values are not recommended for survey control.
 DA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0833.See file dsdata.txt to determine how the superseded data were derived.
 DA0833
 DA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0734540926(NAD 83)
 DA0833_MARKER: DB = BENCH MARK DISK
 DA0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0833_STAMPING: LORAC EAST 1956
 DA0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0833+STABILITY: SURFACE MOTION
 DA0833
 DA0833  HISTORY     - Date     Condition        Report By
 DA0833  HISTORY     - 1960     MONUMENTED       CGS
 DA0833  HISTORY     - 1971     GOOD             NGS
 DA0833  HISTORY     - 1971     GOOD             NGS
 DA0833  HISTORY     - 1981     GOOD             NGS
 DA0833
 DA0833                          STATION DESCRIPTION
 DA0833
 DA0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0833'THE STATION IS 9.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE
 DA0833'SENTINEL WATER TANK, OR 5.8 MILES WEST ALONG THE HIGHWAY FROM
 DA0833'THE PAINTED ROCK OVERPASS, AND ON THE SUMMIT OF A LOW RIDGE
 DA0833'THROUGH WHICH THE HIGHWAY PASSES, ABOUT 300 FEET SOUTH OF HIGHWAY
 DA0833'MILEPOST 99 AND 5 FEET EAST OF A METAL WITNESS POST WITH
 DA0833'SIGN ATTACHED.
 DA0833'
 DA0833'TO REACH THE STATION FROM THE PAINTED ROCK OVERPASS, PROCEED
 DA0833'WEST ALONG U.S. HIGHWAY 80 FOR 5.6 MILES TO A WIRE GATE IN THE
 DA0833'SOUTH RIGHT OF WAY FENCE, TURN LEFT, SOUTH, CROSSING OVER
 DA0833'THE MEDIAN STRIP AND THE EAST BOUND LANES THROUGH THE GATE,
 DA0833'FOLLOW THE BEST OF SEVERAL BLADED STRIPS SOUTHWEST TO THE SUMMIT
 DA0833'OF THE RIDGE AND THE STATION SITE ABOUT 0.3 MILE.
 DA0833'
 DA0833'THE STATION MARK, STAMPED LORAC EAST 1956, IS A STANDARD
 DA0833'AZIMUTH MARK DISK SET IN A SQUARE CONCRETE POST PROJECTING
 DA0833'3 INCHES AND IS IN THE APPROXIMATE CENTER OF A PARTIALY CLEARED
 DA0833'AREA WITH BLADED STRIPS LEADING TO IT FROM ALL SIDES.
 DA0833'
 DA0833'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 DA0833'HOLE IN A NATURALLY EMBEDDED BOULDER PROJECTING 3 INCHES AND
 DA0833'STAMPED LORAC EAST AZI 1960.
 DA0833'
 DA0833'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 DA0833'HOLE IN A NATURALLY EMBEDED BOULDER PROJECTING 3 INCHES AND
 DA0833'STAMPED LORAC EAST AZI 1960.
 DA0833'
 DA0833'THE AZIMUTH MARK, STAMPED F 354 1960, IS A STANDARD BENCH
 DA0833'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4
 DA0833'INCHES, 0.9 MILE WEST OF THE STATION SITE, 5 FEET NORTH OF THE
 DA0833'SOUTH RIGHT OF WAY FENCE LINE AND 4 FEET WEST OF A METAL WITNESS
 DA0833'POST WITH SIGN ATTACHED.  IT IS ABOUT 200 FEET SOUTH OF THE
 DA0833'CENTER LINE OF U.S. HIGHWAY 80.
 DA0833'
 DA0833'A 2-WHEEL DRIVE STATION.
 DA0833
 DA0833                          STATION RECOVERY (1971)
 DA0833
 DA0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0833'STATION MARK RECOVERED AS DESCRIBED.
 DA0833
 DA0833                          STATION RECOVERY (1971)
 DA0833
 DA0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0833'9.1 MI E FROM SENTINEL.
 DA0833'6.3 MILES WEST ALONG INTERSTATE HIGHWAY 8 FROM THE PAINTED ROCK ROAD
 DA0833'EXIT OVERPASS ABOUT 10 MILES WEST OF THEBA, TO THE MARK ON A
 DA0833'NORTH-SOUTH VOLCANIC ROCK COVERED RIDGE, 255 FEET SOUTH OF THE SOUTH
 DA0833'RIGHT-OF-WAY FENCE, ON HIGHEST POINT OF RIDGE, SET IN TOP OF A 12-INCH
 DA0833'SQUARE CONCRETE POST FLUSH WITH GROUND SURFACE.
 DA0833
 DA0833                          STATION RECOVERY (1981)
 DA0833
 DA0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA0833'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0832 ***********************************************************************
 DA0832  DESIGNATION -  LORAC EAST AZIMUTH RM 1
 DA0832  PID         -  DA0832
 DA0832  STATE/COUNTY-  AZ/MARICOPA
 DA0832  USGS QUAD   -  SENTINEL NE (1986)
 DA0832
 DA0832                         *CURRENT SURVEY CONTROL
 DA0832  ___________________________________________________________________
 DA0832* NAD 83(1986)-  32 53 25.     (N)    113 03 33.     (W)     SCALED    
 DA0832* NAVD 88     -       254.12   (+/-2cm)     833.7    (feet)  VERTCON   
 DA0832  ___________________________________________________________________
 DA0832  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0832
 DA0832.The horizontal coordinates were scaled from a topographic map and have
 DA0832.an estimated accuracy of +/- 6 seconds.
 DA0832
 DA0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0832.The vertical order pertains to the NGVD 29 superseded value.
 DA0832
 DA0832.The geoid height was determined by GEOID03.
 DA0832
 DA0832;                    North         East    Units  Estimated Accuracy
 DA0832;SPC AZ C     -   210,160.      106,470.      MT  (+/- 180 meters Scaled)
 DA0832
 DA0832                          SUPERSEDED SURVEY CONTROL
 DA0832
 DA0832  NGVD 29 (??/??/92)  253.499  (m)          831.69   (f) ADJ UNCH    2 0
 DA0832
 DA0832.Superseded values are not recommended for survey control.
 DA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0832.See file dsdata.txt to determine how the superseded data were derived.
 DA0832
 DA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB073410(NAD 83)
 DA0832_MARKER: DR = REFERENCE MARK DISK
 DA0832_SETTING: 80 = SET IN A BOULDER
 DA0832_SP_SET: BOULDER
 DA0832_STAMPING: LORAC EAST AZI 1960
 DA0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0832+STABILITY: SURFACE MOTION
 DA0832
 DA0832  HISTORY     - Date     Condition        Report By
 DA0832  HISTORY     - 1960     MONUMENTED       CGS
 DA0832
 DA0832                          STATION DESCRIPTION
 DA0832
 DA0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0832'9.1 MI E FROM SENTINEL.
 DA0832'9.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0832'33.99 FEET NORTH OF THE STATION MARK, SET IN A DRILL HOLE IN A BOULDER
 DA0832'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0834 ***********************************************************************
 DA0834  DESIGNATION -  LORAC EAST AZIMUTH RM 2
 DA0834  PID         -  DA0834
 DA0834  STATE/COUNTY-  AZ/MARICOPA
 DA0834  USGS QUAD   -  SENTINEL NE (1986)
 DA0834
 DA0834                         *CURRENT SURVEY CONTROL
 DA0834  ___________________________________________________________________
 DA0834* NAD 83(1986)-  32 53 24.     (N)    113 03 30.     (W)     SCALED    
 DA0834* NAVD 88     -       254.27   (+/-2cm)     834.2    (feet)  VERTCON   
 DA0834  ___________________________________________________________________
 DA0834  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0834
 DA0834.The horizontal coordinates were scaled from a topographic map and have
 DA0834.an estimated accuracy of +/- 6 seconds.
 DA0834
 DA0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0834.The vertical order pertains to the NGVD 29 superseded value.
 DA0834
 DA0834.The geoid height was determined by GEOID03.
 DA0834
 DA0834;                    North         East    Units  Estimated Accuracy
 DA0834;SPC AZ C     -   210,130.      106,540.      MT  (+/- 180 meters Scaled)
 DA0834
 DA0834                          SUPERSEDED SURVEY CONTROL
 DA0834
 DA0834  NGVD 29 (??/??/92)  253.652  (m)          832.19   (f) ADJ UNCH    2 0
 DA0834
 DA0834.Superseded values are not recommended for survey control.
 DA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0834.See file dsdata.txt to determine how the superseded data were derived.
 DA0834
 DA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB074409(NAD 83)
 DA0834_MARKER: DR = REFERENCE MARK DISK
 DA0834_SETTING: 80 = SET IN A BOULDER
 DA0834_SP_SET: BOULDER
 DA0834_STAMPING: LORAC EAST AZI 1960
 DA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0834+STABILITY: SURFACE MOTION
 DA0834
 DA0834  HISTORY     - Date     Condition        Report By
 DA0834  HISTORY     - 1960     MONUMENTED       CGS
 DA0834
 DA0834                          STATION DESCRIPTION
 DA0834
 DA0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0834'9.1 MI E FROM SENTINEL.
 DA0834'9.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0834'22.19 FEET EAST OF THE STATION MARK, SET IN A DRILL HOLE IN A BOULDER
 DA0834'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1389 ***********************************************************************
 DA1389  DESIGNATION -  LORAC EAST RM A
 DA1389  PID         -  DA1389
 DA1389  STATE/COUNTY-  AZ/MARICOPA
 DA1389  USGS QUAD   -  SENTINEL NE (1986)
 DA1389
 DA1389                         *CURRENT SURVEY CONTROL
 DA1389  ___________________________________________________________________
 DA1389* NAD 83(1992)-  32 52 34.67650(N)    113 01 08.41675(W)     ADJUSTED  
 DA1389* NAVD 88     -       223.35   (+/-2cm)     732.8    (feet)  VERTCON   
 DA1389  ___________________________________________________________________
 DA1389  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DA1389  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA1389  HORZ ORDER  -  FIRST
 DA1389  VERT ORDER  -  THIRD ? (See Below)
 DA1389
 DA1389.The horizontal coordinates were established by classical geodetic methods
 DA1389.and adjusted by the National Geodetic Survey in August 1993.
 DA1389
 DA1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1389.The vertical order pertains to the NGVD 29 superseded value.
 DA1389
 DA1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1389
 DA1389.The geoid height was determined by GEOID03.
 DA1389
 DA1389;                    North         East     Units Scale Factor Converg.
 DA1389;SPC AZ C     -   208,572.749   110,207.138   MT  1.00003116   -0 35 54.4
 DA1389;SPC AZ C     -   684,293.80    361,571.98   iFT  1.00003116   -0 35 54.4
 DA1389;UTM  12      - 3,639,380.566   311,114.066   MT  1.00003993   -1 05 46.7
 DA1389
 DA1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1389!SPC AZ C     -   0.99996988  x   1.00003116  =   1.00000104
 DA1389!UTM  12      -   0.99996988  x   1.00003993  =   1.00000981
 DA1389
 DA1389:                Primary Azimuth Mark                     Grid Az
 DA1389:SPC AZ C     -  THEBA 2                                  068 13 46.6
 DA1389:UTM  12      -  THEBA 2                                  068 43 38.9
 DA1389
 DA1389|---------------------------------------------------------------------|
 DA1389| PID    Reference Object                     Distance      Geod. Az  |
 DA1389|                                                           dddmmss.s |
 DA1389| DA1168 THEBA 2                             APPROX.12.8 KM 0673752.2 |
 DA1389| DA1388 LORAC EAST                           28.039 METERS 32242     |
 DA1389|---------------------------------------------------------------------|
 DA1389
 DA1389                          SUPERSEDED SURVEY CONTROL
 DA1389
 DA1389  NAD 83(1986)-  32 52 34.67027(N)    113 01 08.42256(W) AD(       ) 1
 DA1389  NAD 27      -  32 52 34.48895(N)    113 01 05.79038(W) AD(       ) 1
 DA1389  NGVD 29 (07/19/86)  222.74   (m)          730.8    (f) LEVELING    3  
 DA1389
 DA1389.Superseded values are not recommended for survey control.
 DA1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1389.See file dsdata.txt to determine how the superseded data were derived.
 DA1389
 DA1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1111439381(NAD 83)
 DA1389_MARKER: DR = REFERENCE MARK DISK
 DA1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1389+STABILITY: SURFACE MOTION
 DA1389
 DA1389  HISTORY     - Date     Condition        Report By
 DA1389  HISTORY     - 1971     MONUMENTED       NGS
 DA1389
 DA1389                          STATION DESCRIPTION
 DA1389
 DA1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1389'THE STATION IS LOCATED ABOUT 11 MILES EAST OF SENTINEL, 8 MILES
 DA1389'WEST-SOUTHWEST OF THEBA, 1.5 MILES SOUTH OF INTERSTATE HIGHWAY 8
 DA1389'AND ON PROPERTY OWNED BY U.S. GOVERNMENT BUREAU OF LAND MANAGEMENT
 DA1389'AND LEASED TO MARION GETZWILLER POST OFFICE BOX 127 CASA GRANDE,
 DA1389'PHONE NUMBER 836-5017.
 DA1389'
 DA1389'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION
 DA1389'STATION LORAC EAST 1956.
 DA1389'
 DA1389'THE STATION MARKS ARE STANDARD DISKS STAMPED LORAC EAST RM A 1971,
 DA1389'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DA1389'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 DA1389'IT IS 90 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 DA1389'ATTACHED AND 90 FEET SOUTH-SOUTHEAST OF A 4X4 INCH WOODEN WITNESS
 DA1389'POST.  THE UNDERGROUND DISK IS ABOUT 42 INCHES
 DA1389'UNDERGROUND.
 DA1389'
 DA1389'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1982 ***********************************************************************
 DV1982  DESIGNATION -  LORAC NORTH
 DV1982  PID         -  DV1982
 DV1982  STATE/COUNTY-  AZ/LA PAZ
 DV1982  USGS QUAD   -  UTTING (1990)
 DV1982
 DV1982                         *CURRENT SURVEY CONTROL
 DV1982  ___________________________________________________________________
 DV1982* NAD 83(1992)-  33 51 44.59523(N)    113 56 22.50009(W)     ADJUSTED  
 DV1982* NAVD 88     -       329.53   (+/-2cm)    1081.1    (feet)  VERTCON   
 DV1982  ___________________________________________________________________
 DV1982  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DV1982  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV1982  HORZ ORDER  -  FIRST
 DV1982  VERT ORDER  -  THIRD ? (See Below)
 DV1982
 DV1982.The horizontal coordinates were established by classical geodetic methods
 DV1982.and adjusted by the National Geodetic Survey in August 1993.
 DV1982
 DV1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1982.The vertical order pertains to the NGVD 29 superseded value.
 DV1982
 DV1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1982
 DV1982.The geoid height was determined by GEOID03.
 DV1982
 DV1982;                    North         East     Units Scale Factor Converg.
 DV1982;SPC AZ W     -   317,417.999   195,818.347   MT  0.99993713   -0 06 20.3
 DV1982;SPC AZ W     - 1,041,397.63    642,448.65   iFT  0.99993713   -0 06 20.3
 DV1982;UTM  12      - 3,750,787.125   228,053.306   MT  1.00051180   -1 38 20.2
 DV1982;UTM  11      - 3,751,113.675   783,129.200   MT  1.00058834   +1 42 23.0
 DV1982
 DV1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1982!SPC AZ W     -   0.99995315  x   0.99993713  =   0.99989029
 DV1982!UTM  12      -   0.99995315  x   1.00051180  =   1.00046493
 DV1982!UTM  11      -   0.99995315  x   1.00058834  =   1.00054147
 DV1982
 DV1982:                Primary Azimuth Mark                     Grid Az
 DV1982:SPC AZ W     -  LORAC NORTH AZ MK                        179 50 26.9
 DV1982:UTM  12      -  LORAC NORTH AZ MK                        181 22 26.8
 DV1982:UTM  11      -  LORAC NORTH AZ MK                        178 01 43.6
 DV1982
 DV1982|---------------------------------------------------------------------|
 DV1982| PID    Reference Object                     Distance      Geod. Az  |
 DV1982|                                                           dddmmss.s |
 DV1982| CH3581 LORAC NORTH AZ MK                                  1794406.6 |
 DV1982| CH3582 LORAC NORTH RM 1                     12.561 METERS 19116     |
 DV1982| DV1980 T6N R16W SECS 16 17 1/4 COR          37.963 METERS 28030     |
 DV1982| CH3583 LORAC NORTH RM 2                     12.019 METERS 29136     |
 DV1982|---------------------------------------------------------------------|
 DV1982
 DV1982                          SUPERSEDED SURVEY CONTROL
 DV1982
 DV1982  NAD 83(1986)-  33 51 44.59253(N)    113 56 22.51018(W) AD(       ) 1
 DV1982  NAD 27      -  33 51 44.50400(N)    113 56 19.72300(W) AD(       ) 1
 DV1982  NGVD 29 (07/19/86)  328.89   (m)         1079.0    (f) LEVELING    3  
 DV1982
 DV1982.Superseded values are not recommended for survey control.
 DV1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1982.See file dsdata.txt to determine how the superseded data were derived.
 DV1982
 DV1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2805350787(NAD 83)
 DV1982_MARKER: DS = TRIANGULATION STATION DISK
 DV1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1982
 DV1982  HISTORY     - Date     Condition        Report By
 DV1982  HISTORY     - 1956     MONUMENTED       CGS
 DV1982  HISTORY     - 1961     GOOD             AMS
 DV1982  HISTORY     - 1966     GOOD             CGS
 DV1982  HISTORY     - 20071019 MARK NOT FOUND   GEOCAC
 DV1982
 DV1982                          STATION DESCRIPTION
 DV1982
 DV1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1982'THE STATION IS ABOUT 6 MILES SOUTHEAST OF BOUSE, ABOUT 5
 DV1982'MILES WEST-NORTHWEST OF THE UTTING RAILROAD CROSSING, ONE
 DV1982'MILE SOUTH OF STATE HIGHWAY 72 AND 116 FEET EAST OF THE CENTER
 DV1982'OF A BLADED ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED LORAC
 DV1982'NORTH 1956.
 DV1982'
 DV1982'REFERENCE MARK NO. 1 IS 112 FEET EAST OF THE CENTER OF THE
 DV1982'BLADED ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED LORAC
 DV1982'NORTH NO 1 1956.
 DV1982'
 DV1982'REFERENCE MARK NO. IS 77 FEET EAST OF THE CENTER OF THE BLADED
 DV1982'ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED LORAC NORTH NO 2
 DV1982'1956.
 DV1982'
 DV1982'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 61.93 FEET.
 DV1982'
 DV1982'THE AZIMUTH MARK IS 120 FEET EAST OF THE CENTER OF A BLADED ROAD.
 DV1982'IT PROJECTS 6 INCHES AND IS STAMPED LORAC NORTH 1956.
 DV1982'
 DV1982'A TRAVERSE CONNECTION WAS MADE TO A U.S. GENERAL LAND OFFICE
 DV1982'SURVEY MARK, WHICH IS 12 FEET WEST OF THE CENTER OF THE BLADED
 DV1982'ROAD.  THE LAND OFFICE MARK IS FASTENED TO A 1-1/2 INCH IRON
 DV1982'PIPE.  THE PIPE PROJECTS 12 INCHES AND THE DISK IS STAMPED
 DV1982'S 17 S 16 1923.
 DV1982'
 DV1982'TO REACH THE STATION FROM THE POST OFFICE IN BOUSE GO SOUTHEAST
 DV1982'ON STATE HIGHWAY 72 FOR 5.5 MILES TO A SIDE ROAD RIGHT, TURN
 DV1982'RIGHT ACROSS THE CATTLE GUARD AND FOLLOW BLADED ROAD SOUTHWEST
 DV1982'AND SOUTH FOR 1.0 MILE TO THE STATION ON THE LEFT.
 DV1982'
 DV1982'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW BLADED ROAD
 DV1982'SOUTH FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DV1982
 DV1982                          STATION RECOVERY (1961)
 DV1982
 DV1982'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DV1982'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DV1982
 DV1982                          STATION RECOVERY (1966)
 DV1982
 DV1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DV1982'THE STATION MARK, REFRENCE MARK NUMBER 1, REFERENCE MARK
 DV1982'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DV1982'GOOD CONDITION.
 DV1982'
 DV1982'THE ORIGINAL 1956 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DV1982'
 DV1982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 DV1982'SOUTHEAST OF BOUSE AND 1.0 MILE SOUTH OF STATE HIGHWAY 72.
 DV1982
 DV1982                          STATION RECOVERY (2007)
 DV1982
 DV1982'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1982'DID NOT FIND THE STATION MARK OR REFERENCE MARK 1. REFERENCE MARK 2
 DV1982'WAS FOUND DESTROYED. THE ADJUSTED COORDINATES FOR THE STATION MARK
 DV1982'POINT TO A PAVED ROAD WITH A HEAVILY GRADED SHOULDER, REFERENCE MARK 1
 DV1982'WOULD BE LOCATED IN A CULTIVATED FIELD, AND THE DISK AND MONUMENT FOR
 DV1982'REFERENCE MARK 2 WERE FOUND LYING HORIZONTALLY ON A PILE OF DIRT MADE
 DV1982'BY THE GRADER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1269 ***********************************************************************
 DB1269  DESIGNATION -  LORAC WEST
 DB1269  PID         -  DB1269
 DB1269  STATE/COUNTY-  AZ/YUMA
 DB1269  USGS QUAD   -  MIDDLE MOUNTAINS SOUTH (1986)
 DB1269
 DB1269                         *CURRENT SURVEY CONTROL
 DB1269  ___________________________________________________________________
 DB1269* NAD 83(1992)-  32 54 12.94045(N)    114 20 14.88491(W)     ADJUSTED  
 DB1269* NAVD 88     -       159.6    (meters)     524.     (feet)  VERTCON   
 DB1269  ___________________________________________________________________
 DB1269  X           -  -2,209,074.231 (meters)                     COMP
 DB1269  Y           -  -4,884,038.844 (meters)                     COMP
 DB1269  Z           -   3,445,055.220 (meters)                     COMP
 DB1269  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DB1269  ELLIP HEIGHT-         125.722 (meters)          (08/23/93) ADJUSTED
 DB1269  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DB1269  HORZ ORDER  -  FIRST
 DB1269  ELLP ORDER  -  FOURTH    CLASS II
 DB1269
 DB1269.The horizontal coordinates were established by classical geodetic methods
 DB1269.and adjusted by the National Geodetic Survey in August 1993.
 DB1269
 DB1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1269
 DB1269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB1269
 DB1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1269
 DB1269.The ellipsoidal height was determined by GPS observations
 DB1269.and is referenced to NAD 83.
 DB1269
 DB1269.The geoid height was determined by GEOID03.
 DB1269
 DB1269;                    North         East     Units Scale Factor Converg.
 DB1269;SPC AZ W     -   211,220.993   158,402.862   MT  0.99997056   -0 19 08.9
 DB1269;SPC AZ W     -   692,982.26    519,694.43   iFT  0.99997056   -0 19 08.9
 DB1269;SPC CA 6     -   583,368.148 2,178,913.161   MT  0.99998217   +1 03 03.5
 DB1269;SPC CA 6     - 1,913,933.67  7,148,650.93   sFT  0.99998217   +1 03 03.5
 DB1269;UTM  11      - 3,643,744.110   749,029.798   MT  1.00036474   +1 26 49.6
 DB1269
 DB1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1269!SPC AZ W     -   0.99998026  x   0.99997056  =   0.99995082
 DB1269!SPC CA 6     -   0.99998026  x   0.99998217  =   0.99996243
 DB1269!UTM  11      -   0.99998026  x   1.00036474  =   1.00034499
 DB1269
 DB1269:                Primary Azimuth Mark                     Grid Az
 DB1269:SPC AZ W     -  TT 6                                     045 55 55.5
 DB1269:SPC CA 6     -  TT 6                                     044 33 43.1
 DB1269:UTM  11      -  TT 6                                     044 09 57.0
 DB1269
 DB1269|---------------------------------------------------------------------|
 DB1269| PID    Reference Object                     Distance      Geod. Az  |
 DB1269|                                                           dddmmss.s |
 DB1269| DB1271 TT 6                                APPROX. 3.0 KM 0453646.6 |
 DB1269| DB1274 LORAC WEST POINT A                   15.449 METERS 09214     |
 DB1269| CF1002 LORAC WEST RM 1                      11.294 METERS 21751     |
 DB1269| CF1003 LORAC WEST RM 2                      11.804 METERS 30254     |
 DB1269|---------------------------------------------------------------------|
 DB1269
 DB1269                          SUPERSEDED SURVEY CONTROL
 DB1269
 DB1269  NAD 83(1986)-  32 54 12.94173(N)    114 20 14.89028(W) AD(       ) 1
 DB1269  NAD 27      -  32 54 12.79300(N)    114 20 12.08700(W) AD(       ) 1
 DB1269  NGVD 29 (07/19/86)  158.9    (m)          521.     (f) VERT ANG    3  
 DB1269
 DB1269.Superseded values are not recommended for survey control.
 DB1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1269.See file dsdata.txt to determine how the superseded data were derived.
 DB1269
 DB1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4903043744(NAD 83)
 DB1269_MARKER: DS = TRIANGULATION STATION DISK
 DB1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1269+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1984
 DB1269
 DB1269  HISTORY     - Date     Condition        Report By
 DB1269  HISTORY     - 1956     MONUMENTED       CGS
 DB1269  HISTORY     - 1971     GOOD             NGS
 DB1269  HISTORY     - 1981     GOOD             NGS
 DB1269  HISTORY     - 19840419 GOOD
 DB1269
 DB1269                          STATION DESCRIPTION
 DB1269
 DB1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DB1269'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF YUMA, ABOUT
 DB1269'3.5 MILES (AIRLINE) EAST OF THE U.S. ARMY YUMA TEST STATION
 DB1269'AND 230 FEET WEST FROM THE CENTER OF STATE HIGHWAY 95.  THE
 DB1269'MARK IS SET FLUSH WITH THE SURFACE OF A GRAVEL LIKE AREA AND THE
 DB1269'DISK IS STAMPED LORAC WEST 1956.
 DB1269'
 DB1269'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE
 DB1269'GROUND AND THE DISK IS STAMPED LORAC WEST NO 1 1956.
 DB1269'
 DB1269'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURFACE OF THE
 DB1269'GROUND AND THE DISK IS STAMPED LORAC WEST NO 2 1956.
 DB1269'
 DB1269'THE DISTANCE BETWEEN THE REFERENCE MARKS, NUMBERS 1 AND 2,
 DB1269'IS 51.2 FEET.
 DB1269'
 DB1269'TRIANGULATION STATION TT 6 WILL SERVE AS AN AZIMUTH MARK.  IT
 DB1269'IS LOCATED ABOUT 1.9 MILES (AIRLINE) NORTH FROM THE STATION AND
 DB1269'IS SITUATED ON THE HIGHEST POINT OF A LOW ROCKY KNOLL WHICH IS
 DB1269'ABOUT 0.2 MILE EAST OF STATE HIGHWAY 95.  THIS POINT IS MARKED
 DB1269'WITH A STANDARD U.S. ARMY ENGINEERS DISK THAT IS SET IN CONCRETE
 DB1269'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 DB1269'STAMPED E TT YTS 1955.  THIS SITE WAS REACHED FROM THE STATION
 DB1269'BY GOING NORTH ON STATE HIGHWAY 95 FOR 2.1 MILES TO A DIM
 DB1269'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD
 DB1269'EASTERLY THEN NORTH UP THE ROCKY SLOPE FOR ABOUT 0.2 MILE TO
 DB1269'THE SUMMIT AND THE STATION AS DESCRIBED.
 DB1269'
 DB1269'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 DB1269'AND STATE ROUTE 95 IN THE SOUTH END OF YUMA, GO EAST AND NORTHERLY,
 DB1269'AS PER SIGNS YUMA TEST STATION, FOLLOWING STATE HIGHWAY 95 FOR
 DB1269'22.5 MILES TO A SIDE ROAD ON THE LEFT AND SIGN MARTINEZ LAKE.
 DB1269'CONTINUE NORTHERLY ON STATE HIGHWAY 95 FOR 3.25 MILES TO THE
 DB1269'STATION ON THE LEFT AS DESCRIBED.
 DB1269'
 DB1269'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 DB1269
 DB1269                          STATION RECOVERY (1971)
 DB1269
 DB1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1269'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND TT 6 (AMS)
 DB1269'(AZ MK) WERE ALL RECOVERED IN GOOD CONDITION.  DISTANCES AND
 DB1269'DIRECTIONS TO THE MARKS COMPARE FAVORABLY WITH THE 1956
 DB1269'OBSERVATIONS.  DUE TO READ CONSTRUCTION AND SECURITY RESTRICTIONS
 DB1269'IN THE AREA A NEW ROUTE TO REACH THE STATION IS NOW NECESSARY.  A
 DB1269'COMPLETE NEW DESCRIPTION FOLLOWS.
 DB1269'
 DB1269'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF YUMA, ABOUT 3.5
 DB1269'MILES EAST OF THE U.S. ARMY, YUMA TEST STATION, ON U.S. GOVERNMENT
 DB1269'PROPERTY.
 DB1269'
 DB1269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND THE
 DB1269'ENTRANCE TO THE YUMA PROVING GROUND, WEST, GO NORTH ON U.S. HIGHWAY
 DB1269'95 FOR 3.3 MILES TO A CROSS ROAD (ABERDEEN ROAD).  (TO REACH THE
 DB1269'AZIMUTH MARK FROM) THE CROSS ROAD GO EASTERLY ON ABERDEEN ROAD FOR
 DB1269'1.0 MILES TO A GUARD HOUSE ON THE RIGHT.  CONTINUE AHEAD EAST ON
 DB1269'ABERDEEN ROAD FOR 0.15 MILE TO THE JUNCTION OF ABERDEEN ROAD AND
 DB1269'WEST 3RD AVENUE.  TURN LEFT AND GO NORTHERLY ON WEST 3RD AVENUE
 DB1269'FOR 4.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON
 DB1269'GRAVEL ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DB1269'NORTHERLY FOR 0.2 MILE TO THE BASE OF A HILL, CONTINUE AHEAD
 DB1269'NORTHERLY UPHILL FOR 0.1 MILE TO THE AZIMUTH MARK ON HIGHEST
 DB1269'POINT.) TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.1 MILE TO A T
 DB1269'ROAD (OLD U.S. HIGHWAY 95).  TURN RIGHT AND GO NORTHERLY ON
 DB1269'GRAVELED ROAD FOR 3.1 MILES TO THE STATION ON THE LEFT.
 DB1269'
 DB1269'THE STATION MARK IS A STANDARD DISK STAMPED LORAC WEST 1956,
 DB1269'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DB1269'PROJECTS 4-INCHES.  IT IS 150 FEET NORTH OF A LARGE SAGUARO CACTUS
 DB1269'AND 230 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 DB1269'
 DB1269'REFERENCE MARK 1, IS A STANDARD DISK STAMPED LORAC WEST NO 1 1956,
 DB1269'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DB1269'PROJECTS 2-INCHES.
 DB1269'
 DB1269'REFERENCE MARK 2, IS A STANDARD DISK STAMPED LORAC WEST NO 2 1956,
 DB1269'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DB1269'PROJECTS 1-INCH.
 DB1269'
 DB1269'TT 6 (AMS) WAS USED FOR THE AZIMUTH MARK.  IT IS A CORP OF
 DB1269'ENGINEERS, U.S. ARMY DISK STAMPED TT 6 1955, CEMENTED IN THE TOP OF
 DB1269'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.  IT IS
 DB1269'7 FEET EAST OF A CAIRN.
 DB1269'
 DB1269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 DB1269'NORTHEAST OF YUMA.
 DB1269
 DB1269                          STATION RECOVERY (1981)
 DB1269
 DB1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1269'RECOVERED AS DESCRIBED.
 DB1269
 DB1269                          STATION RECOVERY (1984)
 DB1269
 DB1269'RECOVERED 1984
 DB1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2055 ***********************************************************************
 DU2055  DESIGNATION -  LORE RESET
 DU2055  PID         -  DU2055
 DU2055  STATE/COUNTY-  AZ/PINAL
 DU2055  USGS QUAD   -  FLORENCE NE (1966)
 DU2055
 DU2055                         *CURRENT SURVEY CONTROL
 DU2055  ___________________________________________________________________
 DU2055* NAD 83(1992)-  33 14 57.08163(N)    111 20 27.94662(W)     ADJUSTED  
 DU2055* NAVD 88     -       570.5    (meters)    1872.     (feet)  VERTCON   
 DU2055  ___________________________________________________________________
 DU2055  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 DU2055  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DU2055  HORZ ORDER  -  THIRD
 DU2055
 DU2055.The horizontal coordinates were established by classical geodetic methods
 DU2055.and adjusted by the National Geodetic Survey in August 1993.
 DU2055
 DU2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2055
 DU2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2055
 DU2055.The geoid height was determined by GEOID03.
 DU2055
 DU2055;                    North         East     Units Scale Factor Converg.
 DU2055;SPC AZ C     -   249,533.241   266,992.189   MT  0.99993545   +0 18 56.1
 DU2055;SPC AZ C     -   818,678.61    875,958.63   iFT  0.99993545   +0 18 56.1
 DU2055;UTM  12      - 3,678,964.507   468,226.003   MT  0.99961245   -0 11 13.3
 DU2055
 DU2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2055!SPC AZ C     -   0.99991501  x   0.99993545  =   0.99985047
 DU2055!UTM  12      -   0.99991501  x   0.99961245  =   0.99952749
 DU2055
 DU2055:                Primary Azimuth Mark                     Grid Az
 DU2055:SPC AZ C     -  LORE AZ MK                               017 33 24.7
 DU2055:UTM  12      -  LORE AZ MK                               018 03 34.1
 DU2055
 DU2055|---------------------------------------------------------------------|
 DU2055| PID    Reference Object                     Distance      Geod. Az  |
 DU2055|                                                           dddmmss.s |
 DU2055| CH5868 LORE AZ MK                                         0175220.8 |
 DU2055| CH5871 LORE RM 3                            23.033 METERS 04105     |
 DU2055| CH5869 LORE RM 1                            14.694 METERS 09628     |
 DU2055| CH5870 LORE RM 2                            17.136 METERS 18727     |
 DU2055|---------------------------------------------------------------------|
 DU2055
 DU2055                          SUPERSEDED SURVEY CONTROL
 DU2055
 DU2055  NAD 83(1986)-  33 14 57.07609(N)    111 20 27.94940(W) AD(       ) 3
 DU2055  NAD 27      -  33 14 56.88100(N)    111 20 25.49471(W) AD(       ) 3
 DU2055  NGVD 29 (07/19/86)  570.0    (m)         1870.     (f) VERT ANG    3  
 DU2055
 DU2055.Superseded values are not recommended for survey control.
 DU2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2055.See file dsdata.txt to determine how the superseded data were derived.
 DU2055
 DU2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6822678965(NAD 83)
 DU2055_MARKER: DS = TRIANGULATION STATION DISK
 DU2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2055+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 DU2055
 DU2055  HISTORY     - Date     Condition        Report By
 DU2055  HISTORY     - 1971     MONUMENTED       NGS
 DU2055  HISTORY     - 1974     GOOD             NGS
 DU2055  HISTORY     - 1975     GOOD             DMA
 DU2055  HISTORY     - 19950920 GOOD             USPSQD
 DU2055  HISTORY     - 20080212 GOOD             GEOCAC
 DU2055
 DU2055                          STATION DESCRIPTION
 DU2055
 DU2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2055'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 DU2055'IN GOOD CONDITION.  THE STEMS OF THE ROD TYPE STATION MARK
 DU2055'AND REFERENCE MARK 2 WERE RECOVERED BELOW GROUND SURFACE
 DU2055'AT THE TOP OF THE CONCRETE MONUMENTS.  A CHECK RUN AND MEASURMENTS
 DU2055'SHOWED BOTH STEMS WERE ON POSITION.  THE STATION WAS REMONUMENTED
 DU2055'AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  AN
 DU2055'UNDERGROUND STATION WAS SET 3 FEET DEEP.
 DU2055'
 DU2055'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 DU2055'INCH CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE GROUND SURFACE.
 DU2055'IT IS 63.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41.1
 DU2055'FEET WEST OF THE RIGHT OF WAY FENCE LINE AND 1 FOOT WEST OF
 DU2055'A WITNESS POST AND SIGN.  THE MARK IS STAMPED LORE 1936 1971.
 DU2055'
 DU2055'REFERENCE MARK 1 IS A STANDARD DISK SET ON TOP OF A BRASS
 DU2055'ROD WHICH PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT
 DU2055'IS 8 FEET EAST OF THE RIGHT OF WAY FENCE LINE.  THE MARK
 DU2055'IS STAMPED, LORE NO 1 1936.
 DU2055'
 DU2055'STEM REFERENCE MARK 2 IS THE CENTER OF A 1 INCH BRASS ROD
 DU2055'WHICH IS BROKEN OFF AT THE BASE OF A CONCRETE MONUMENT 6 INCHES
 DU2055'BELOW THE GROUND SURFACE.  62 FEET EAST OF THE CENTER LINE
 DU2055'OF THE HIGHWAY AND 37 FEET WEST OF THE RIGHT OF FENCE LINE.
 DU2055'
 DU2055'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A 12
 DU2055'INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 74.9
 DU2055'FEET WEST OF THE WITNESS POST AND SIGN AND 1 FOOT WEST OF A
 DU2055'WITNESS SIGN IN THE FENCE LINE.
 DU2055'
 DU2055'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LORE 1936.  IT
 DU2055'IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU2055'8 INCHES.  IT IS ABOUT 39 YARDS EAST OF THE CENTER LINE OF
 DU2055'THE HIGHWAY AND 28 FEET EAST OF A WITNESS SIGN IN THE RIGHT
 DU2055'OF WAY FENCE.
 DU2055'
 DU2055'TO REACH THE STATION FROM THE POST OFFICE IN FLORENCE JUNCTION
 DU2055'GO SOUTH ALONG ARIZONA HIGHWAYS 80 AND 89 FOR 0.45 MILE TO THE
 DU2055'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR 0.35 MILE TO THE
 DU2055'STATION ON THE LEFT.
 DU2055'
 DU2055'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2055'
 DU2055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 DU2055'SOUTH OF FLORENCE JUNCTION
 DU2055
 DU2055                          STATION RECOVERY (1974)
 DU2055
 DU2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 DU2055'THE STATION MARK, RM 1, RM 3 AND THE AZIMUTH MARK WERE RECOVERED
 DU2055'AND FOUND IN GOOD CONDITION.  THE ANGLES BETWEEN THE REFERENCE
 DU2055'MARKS CHECKED WITHIN 16 SECONDS AND THE DISTANCES TO THE RMS
 DU2055'BY 0.01 FEET.  THE 1971 DESCRIPTIONS OF THE MARK AND THE ROUTE
 DU2055'TO THE STATION IS ADEQUATE.
 DU2055'
 DU2055'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2055'
 DU2055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2055'0.7 MILE SOUTH OF FLORENCE JUNCTION.
 DU2055
 DU2055                          STATION RECOVERY (1975)
 DU2055
 DU2055'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RLE)
 DU2055'LORE 1936 RECOVERED GOOD.
 DU2055'
 DU2055'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.7 MILE SOUTH
 DU2055'OF FLORENCE JCT.
 DU2055
 DU2055                          STATION RECOVERY (1995)
 DU2055
 DU2055'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2055'RECOVERED IN GOOD CONDITION.
 DU2055
 DU2055                          STATION RECOVERY (2008)
 DU2055
 DU2055'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1125 ***********************************************************************
 CY1125  DESIGNATION -  LORENZO
 CY1125  PID         -  CY1125
 CY1125  STATE/COUNTY-  AZ/GRAHAM
 CY1125  USGS QUAD   -  TOLLGATE TANK (1985)
 CY1125
 CY1125                         *CURRENT SURVEY CONTROL
 CY1125  ___________________________________________________________________
 CY1125* NAD 83(1992)-  32 46 26.54174(N)    109 29 58.34535(W)     ADJUSTED  
 CY1125* NAVD 88     -      1019.3    (meters)    3344.     (feet)  VERTCON   
 CY1125  ___________________________________________________________________
 CY1125  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 CY1125  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CY1125  HORZ ORDER  -  FIRST
 CY1125
 CY1125.The horizontal coordinates were established by classical geodetic methods
 CY1125.and adjusted by the National Geodetic Survey in August 1993.
 CY1125
 CY1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1125
 CY1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1125
 CY1125.The geoid height was determined by GEOID03.
 CY1125
 CY1125;                    North         East     Units Scale Factor Converg.
 CY1125;SPC AZ E     -   196,891.428   275,857.869   MT  0.99994815   +0 21 40.1
 CY1125;SPC AZ E     -   645,969.25    905,045.50   iFT  0.99994815   +0 21 40.1
 CY1125;UTM  12      - 3,627,233.611   640,529.584   MT  0.99984351   +0 48 44.5
 CY1125
 CY1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1125!SPC AZ E     -   0.99984416  x   0.99994815  =   0.99979232
 CY1125!UTM  12      -   0.99984416  x   0.99984351  =   0.99968770
 CY1125
 CY1125|---------------------------------------------------------------------|
 CY1125| PID    Reference Object                     Distance      Geod. Az  |
 CY1125|                                                           dddmmss.s |
 CY1125| CC6867 LORENZO RM 1                         16.231 METERS 02542     |
 CY1125| CC6866 LORENZO AZ MK                                      0975958.7 |
 CY1125| CC6868 LORENZO RM 2                         15.018 METERS 12738     |
 CY1125|---------------------------------------------------------------------|
 CY1125
 CY1125                          SUPERSEDED SURVEY CONTROL
 CY1125
 CY1125  NAD 83(1986)-  32 46 26.53642(N)    109 29 58.34240(W) AD(       ) 1
 CY1125  NAD 27      -  32 46 26.29900(N)    109 29 56.07800(W) AD(       ) 1
 CY1125  NGVD 29 (07/19/86) 1018.7    (m)         3342.     (f) VERT ANG    3  
 CY1125
 CY1125.Superseded values are not recommended for survey control.
 CY1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1125.See file dsdata.txt to determine how the superseded data were derived.
 CY1125
 CY1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4053027234(NAD 83)
 CY1125_MARKER: DS = TRIANGULATION STATION DISK
 CY1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1125+STABILITY: SURFACE MOTION
 CY1125
 CY1125  HISTORY     - Date     Condition        Report By
 CY1125  HISTORY     - 1945     MONUMENTED       CGS
 CY1125  HISTORY     - 1976     GOOD             NGS
 CY1125  HISTORY     - 1983     GOOD             AZDT
 CY1125  HISTORY     - 1985     GOOD             AZDT
 CY1125
 CY1125                          STATION DESCRIPTION
 CY1125
 CY1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1125'STATION IS ABOUT 19 MILES (AIR LINE) SW OF GUTHRIE AND 8
 CY1125'MILES ESE OF SOLOMONSVILLE AT THE JUNCTION OF U.S. HIGHWAY
 CY1125'70 AND THE 111 RANCH ROAD.
 CY1125'
 CY1125'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY1125'GO ESE ON U.S. HIGHWAY 70 FOR 8.4 MILES TO THE 111 RANCH
 CY1125'ROAD TURNING OFF TO THE RIGHT.  STATION IS 82 FEET E OF
 CY1125'THIS ROAD ON THE S SIDE OF U.S. HIGHWAY 70.
 CY1125'
 CY1125'STATION IS 180 FEET SSW OF THE CENTER LINE OF U.S. HIGHWAY
 CY1125'70, 82 FEET E OF THE GRADED DIRT ROAD, 25-3/4 FEET ENE OF A
 CY1125'4 INCH SQUARE WHITE WITNESS POST SET ALONG THE FENCE LINE,
 CY1125'AND 20-1/2 FEET NNE OF THE RIGHT-OF-WAY FENCE.  IT IS A
 CY1125'BRONZE STATION DISK SET IN A SQUARE CONCRETE POST WHICH
 CY1125'PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED LORENZO
 CY1125'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CY1125'CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.
 CY1125'
 CY1125'REFERENCE MARK 1 IS NNE OF THE STATION AND AT ABOUT THE
 CY1125'SAME LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CY1125'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CY1125'IT IS STAMPED LORENZO NO 1 1945.
 CY1125'
 CY1125'REFERENCE MARK 2 IS SE OF THE STATION AND AT ABOUT THE SAME
 CY1125'LEVEL.  IT IS 0.9 FOOT NNE OF THE RIGHT-OF-WAY FENCE.  IT
 CY1125'IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE CYLINDER
 CY1125'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS STAMPED
 CY1125'LORENZO NO 2 1945.
 CY1125'
 CY1125'AZIMUTH MARK IS 0.25 MILE E OF THE STATION, 18-1/4 FEET
 CY1125'SSW OF THE CENTER LINE OF U.S. HIGHWAY 70, AND 1/2 FOOT
 CY1125'ABOVE THE PAVEMENT.  IT IS AN ARIZONA HIGHWAY DEPARTMENT
 CY1125'BENCH-MARK DISK SET IN THE CENTER OF S HEADWALL OF A CONCRETE
 CY1125'CULVERT ON U.S. HIGHWAY 70.  THE MARK IS STAMPED 3360.33
 CY1125'352+90.
 CY1125
 CY1125                          STATION RECOVERY (1976)
 CY1125
 CY1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1125'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CY1125'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  DISTANCE AND
 CY1125'ANGLES CHECK THE PUBLISHED DATA.  THE 1967 ROUTE TO THE STATION IS
 CY1125'ADEQUATE.
 CY1125'
 CY1125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES ESE OF
 CY1125'SOLOMONVILLE.
 CY1125'
 CY1125'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1125
 CY1125                          STATION RECOVERY (1983)
 CY1125
 CY1125'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1125'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1976.  A NEW
 CY1125'ROUTE TO THE STATION FOLLOWS.
 CY1125'
 CY1125'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1125'U.S. HIGHWAY 70 FOR 10.7 MILES TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY1125'TRAVEL EAST ALONG U.S. 70 FOR 3.3 MILES TO A BLADED ROAD RIGHT AT MILE
 CY1125'POST 352.8.  TURN RIGHT FOR ABOUT 200 FEET TO A CATTLE GUARD IN THE
 CY1125'RIGHT OF WAY FENCE AND THE STATION ON THE LEFT.
 CY1125
 CY1125                          STATION RECOVERY (1985)
 CY1125
 CY1125'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1125'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1983.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2012 ***********************************************************************
 CZ2012  DESIGNATION -  LORENZO
 CZ2012  PID         -  CZ2012
 CZ2012  STATE/COUNTY-  AZ/PIMA
 CZ2012  USGS QUAD   -  SAND WELLS (1979)
 CZ2012
 CZ2012                         *CURRENT SURVEY CONTROL
 CZ2012  ___________________________________________________________________
 CZ2012* NAD 83(1992)-  32 08 54.57823(N)    111 53 12.08869(W)     ADJUSTED  
 CZ2012* NAVD 88     -       803.     (meters)    2635.     (feet)  SCALED    
 CZ2012  ___________________________________________________________________
 CZ2012  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 CZ2012  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CZ2012  HORZ ORDER  -  THIRD
 CZ2012
 CZ2012.The horizontal coordinates were established by classical geodetic methods
 CZ2012.and adjusted by the National Geodetic Survey in August 1993.
 CZ2012
 CZ2012.The orthometric height was scaled from a topographic map.
 CZ2012
 CZ2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2012
 CZ2012.The geoid height was determined by GEOID03.
 CZ2012
 CZ2012;                    North         East     Units Scale Factor Converg.
 CZ2012;SPC AZ C     -   127,331.984   216,187.609   MT  0.99990010   +0 00 57.4
 CZ2012;SPC AZ C     -   417,755.85    709,276.93   iFT  0.99990010   +0 00 57.4
 CZ2012;UTM  12      - 3,557,239.632   416,381.071   MT  0.99968623   -0 28 18.7
 CZ2012
 CZ2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2012!SPC AZ C     -   0.99987878  x   0.99990010  =   0.99977889
 CZ2012!UTM  12      -   0.99987878  x   0.99968623  =   0.99956505
 CZ2012
 CZ2012:                Primary Azimuth Mark                     Grid Az
 CZ2012:SPC AZ C     -  LORENZO AZ MK                            133 01 35.3
 CZ2012:UTM  12      -  LORENZO AZ MK                            133 30 51.4
 CZ2012
 CZ2012|---------------------------------------------------------------------|
 CZ2012| PID    Reference Object                     Distance      Geod. Az  |
 CZ2012|                                                           dddmmss.s |
 CZ2012| CH5872 LORENZO AZ MK                                      1330232.7 |
 CZ2012| CH5874 LORENZO RM 1                          8.296 METERS 15153     |
 CZ2012| CH5875 LORENZO RM 2                         10.329 METERS 24852     |
 CZ2012| CH5873 LORENZO AZ MK 2                                    3560625.8 |
 CZ2012|---------------------------------------------------------------------|
 CZ2012
 CZ2012                          SUPERSEDED SURVEY CONTROL
 CZ2012
 CZ2012  NAD 83(1986)-  32 08 54.57211(N)    111 53 12.08986(W) AD(       ) 3
 CZ2012  NAD 27      -  32 08 54.30600(N)    111 53 09.62400(W) AD(       ) 3
 CZ2012
 CZ2012.Superseded values are not recommended for survey control.
 CZ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2012.See file dsdata.txt to determine how the superseded data were derived.
 CZ2012
 CZ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA1638157240(NAD 83)
 CZ2012_MARKER: DS = TRIANGULATION STATION DISK
 CZ2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2012+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 CZ2012
 CZ2012  HISTORY     - Date     Condition        Report By
 CZ2012  HISTORY     - 1936     MONUMENTED       CGS
 CZ2012  HISTORY     - 1971     GOOD             NGS
 CZ2012  HISTORY     - 1979     GOOD             AZDT
 CZ2012  HISTORY     - 20050715 GOOD             INDIV
 CZ2012
 CZ2012                          STATION DESCRIPTION
 CZ2012
 CZ2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2012'ABOUT 16 MILES EAST OF COVERED WELLS, 15 MILES SOUTHEAST
 CZ2012'OF SANTA ROSA INDIAN VILLAGE, 4-1/2 MILES WEST AND 1 MILE
 CZ2012'NORTH OF MOUNTAIN DEVINE (NORTH COMOBABI MOUNTAINS), NEAR
 CZ2012'THE WEST EDGE OF THE FOOTHILLS OF MOUNTAIN DEVINE ON LOW, FLAT
 CZ2012'GROUND THAT SLOPES DOWN TO THE WEST.  MARKED BY A STANDARD
 CZ2012'BRONZE DISK IN THE TOP OF A PIPE SET IN ROUND MASS OF CONCRETE
 CZ2012'12.3 METERS SOUTHWEST OF THE CENTER LINE OF THE MAIN GRAVEL
 CZ2012'ROAD AT A CURVE.  REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ2012'REFERENCE DISK IN THE TOP OF A PIPE SET IN ROUND MASS OF
 CZ2012'CONCRETE, IS 8.297 METERS (27.22 FEET) FROM STATION
 CZ2012'REFERENCE MARK NO. 2, A STANDARD
 CZ2012'BRONZE REFERENCE DISK IN THE TOP OF A PIPE SET IN ROUND
 CZ2012'MASS OF CONCRETE IS 10.336 METERS (33.91 FEET) FROM
 CZ2012'STATION.  THE AZIMUTH MARK, A
 CZ2012'STANDARD BRONZE DISK IS 7 PACES SOUTH OF THE
 CZ2012'CENTER LINE OF THE MAIN ROAD, 6 PACES EAST OF A LARGE SAGUARO
 CZ2012'AND 0.15 MILE FROM STATION.
 CZ2012
 CZ2012                          STATION RECOVERY (1971)
 CZ2012
 CZ2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CZ2012'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ2012'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CZ2012'DESTROYED AND A NEW ONE WAS ESTABLISHED AT THIS TIME.
 CZ2012'
 CZ2012'THE STATION MARK IS A STANDARD DISK ON TOP OF A BRASS ROD
 CZ2012'WHICH PROJECTS 1 FOOT FROM A CONCRETE BASE.  THE MARK IS
 CZ2012'STAMPED, LORENZO 1936.  IT IS 39 FEET WEST OF THE ROAD AND
 CZ2012'13 FEET SOUTHWEST OF A WITNESS POST AND SIGN.
 CZ2012'
 CZ2012'REFERENCE MARK 1 IS A STANDARD DISK ON TOP OF A BRASS ROD
 CZ2012'WHICH PROJECTS 1 FOOT FROM A CONCRETE BASE.  THE MARK IS
 CZ2012'STAMPED, LORENZO NO 1 1936.  42 FEET WEST OF THE ROAD AND
 CZ2012'27 FEET SOUTHWEST OF THE WITNESS POST.
 CZ2012'
 CZ2012'REFERENCE MARK 2 IS A STANDARD DISK ON TOP OF A BRASS ROD
 CZ2012'WHICH PROJECTS 1 FOOT FROM A CONCRETE BASE.  THE MARK IS
 CZ2012'STAMPED, LORENZO NO 2 1936.  76 FEET WEST OF THE ROAD AND
 CZ2012'42 FEET WEST OF THE WITNESS POST.
 CZ2012'
 CZ2012'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LORENZO 1936
 CZ2012'1971.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.
 CZ2012'IT IS ABOUT 50 FEET SOUTH OF THE HIGHEST PART OF THE HILL
 CZ2012'AND 20 FEET SOUTHEAST OF A WITNESS POST.
 CZ2012'
 CZ2012'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG
 CZ2012'THE ROAD FOR 1.7 MILES TO THE MARK ON THE RIGHT ON TOP OF A
 CZ2012'SMALL HILL 0.2 MILE ACROSS COUNTRY.
 CZ2012'
 CZ2012'TO REACH THE STATION FROM THE HOSPITAL IN SELLS GO NORTH
 CZ2012'FOR 0.1 MILE TO ARIZONA HIGHWAY 86.  TURN LEFT AND GO NORTHWEST
 CZ2012'FOR 9.2 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT CROSSING
 CZ2012'A CATTLE GUARD AND GO NORTH FOR 3.0 MILES TO A FORK.  TAKE
 CZ2012'THE LEFT FORK AND CONTINUE NORTH FOR 2.0 MILES TO A FORK.
 CZ2012'TAKE THE RIGHT FORK EAST FOR 3.8 MILES TO AN INTERSECTION
 CZ2012'IN CABABI (KO VAVA) WHICH IS AT THE TOP OF A GRADE.  TURN
 CZ2012'LEFT AND GO NORTH FOR 0.15 MILE TO A FORK.  TAKE THE LEFT
 CZ2012'FORK NORTH PER SIGN SERANAKE 14 AND FOLLOW THE WINDING ROAD
 CZ2012'FOR 5.7 MILES TO SEVERAL ADOBE BUILDINGS AND A CORRAL ON
 CZ2012'THE RIGHT (SAND WELLS), CONTINUE NORTH SLIGHTLY DOWN GRADE
 CZ2012'FOR 0.35 MILE TO THE STATION ON THE LEFT.  THE STATION IS
 CZ2012'ALONG A SHORT STRAIGHT STRETCH OF ROAD BETWEEN 2 RIGHT
 CZ2012'HAND CURVES.
 CZ2012'
 CZ2012'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ2012'
 CZ2012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 CZ2012'EAST OF COVERED WELLS
 CZ2012
 CZ2012                          STATION RECOVERY (1979)
 CZ2012
 CZ2012'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CZ2012'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CZ2012'DESCRIBED.
 CZ2012
 CZ2012                          STATION RECOVERY (2005)
 CZ2012
 CZ2012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKB)
 CZ2012'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1451 ***********************************************************************
 DA1451  DESIGNATION -  LORUE
 DA1451  PID         -  DA1451
 DA1451  STATE/COUNTY-  AZ/MARICOPA
 DA1451  USGS QUAD   -  JOHNSON WELL (1986)
 DA1451
 DA1451                         *CURRENT SURVEY CONTROL
 DA1451  ___________________________________________________________________
 DA1451* NAD 83(1992)-  32 38 14.68535(N)    112 16 50.80845(W)     ADJUSTED  
 DA1451* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 DA1451  ___________________________________________________________________
 DA1451  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DA1451  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA1451  HORZ ORDER  -  SECOND
 DA1451
 DA1451.The horizontal coordinates were established by classical geodetic methods
 DA1451.and adjusted by the National Geodetic Survey in August 1993.
 DA1451
 DA1451.The orthometric height was scaled from a topographic map.
 DA1451
 DA1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1451
 DA1451.The geoid height was determined by GEOID03.
 DA1451
 DA1451;                    North         East     Units Scale Factor Converg.
 DA1451;SPC AZ C     -   181,602.716   179,197.247   MT  0.99991439   -0 11 47.0
 DA1451;SPC AZ C     -   595,809.44    587,917.48   iFT  0.99991439   -0 11 47.0
 DA1451;UTM  12      - 3,611,815.885   379,863.658   MT  0.99977797   -0 41 27.0
 DA1451
 DA1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1451!SPC AZ C     -   0.99989651  x   0.99991439  =   0.99981091
 DA1451!UTM  12      -   0.99989651  x   0.99977797  =   0.99967451
 DA1451
 DA1451:                Primary Azimuth Mark                     Grid Az
 DA1451:SPC AZ C     -  LORUE AZ MK                              091 48 04.3
 DA1451:UTM  12      -  LORUE AZ MK                              092 17 44.3
 DA1451
 DA1451|---------------------------------------------------------------------|
 DA1451| PID    Reference Object                     Distance      Geod. Az  |
 DA1451|                                                           dddmmss.s |
 DA1451| CH5876 LORUE AZ MK                                        0913617.3 |
 DA1451| CH5877 LORUE RM 1                           13.661 METERS 13209     |
 DA1451| DA1452 T9S R1E SECS 17 20 1/4 COR            9.535 METERS 17807     |
 DA1451| CH5878 LORUE RM 2                           11.835 METERS 21914     |
 DA1451|---------------------------------------------------------------------|
 DA1451
 DA1451                          SUPERSEDED SURVEY CONTROL
 DA1451
 DA1451  NAD 83(1986)-  32 38 14.67466(N)    112 16 50.81005(W) AD(       ) 2
 DA1451  NAD 27      -  32 38 14.48000(N)    112 16 48.30100(W) AD(       ) 2
 DA1451
 DA1451.Superseded values are not recommended for survey control.
 DA1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1451.See file dsdata.txt to determine how the superseded data were derived.
 DA1451
 DA1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7986411816(NAD 83)
 DA1451_MARKER: DS = TRIANGULATION STATION DISK
 DA1451_SETTING: 0 = UNSPECIFIED SETTING
 DA1451
 DA1451  HISTORY     - Date     Condition        Report By
 DA1451  HISTORY     - 1936     MONUMENTED       CGS
 DA1451  HISTORY     - 1968     GOOD             AMS
 DA1451
 DA1451                          STATION DESCRIPTION
 DA1451
 DA1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1451'ON THE LOW, BRUSH-COVERED FLAT, 9-1/2 MILES WEST OF BITTER
 DA1451'WELLS INDIAN VILLAGE, 31-1/2 MILES WEST-SOUTHWEST OF CASA GRANDE,
 DA1451'NEAR THE 1/4 CORNER OF SECS. 17 AND 20, T. 9 S., R. 1 E.,
 DA1451'31 FEET NORTH OF THE NORTH BOUNDARY FENCE OF THE PAPAGO INDIAN
 DA1451'RESERVATION.  MARKED BY A STANDARD DISK WITH 3-FOOT SHANK,
 DA1451'SET IN CONCRETE.  REFERENCE MARK NO. 1, A STANDARD
 DA1451'BRONZE REFERENCE DISK IS ON THE RESERVATION FENCE
 DA1451'LINE AND 13.661 METERS (44.82 FEET) FROM STATION
 DA1451'S 47 DEG 51 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DA1451'REFERENCE DISK IS ON THE RESERVATION FENCE LINE
 DA1451'AND 11.835 METERS (38.83 FEET) FROM STATION S 39
 DA1451'DEG 14 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK
 DA1451'IS ALONG THE TRACK ROAD AND RESERVATION FENCE
 DA1451'LINE, 25 FEET SOUTH OF THE CENTER OF THE ROAD, 4-1/2
 DA1451'FEET NORTH OF THE FENCE AND 0.2 MILE FROM STATION
 DA1451'S 88 DEG 24 MIN E.  T. 9 S., R. 1 E., SECS.
 DA1451'17 AND 20, 1/4 CORNER IS 9.535 METERS (31.28 FEET) FROM
 DA1451'STATION S 01 DEG 53 MIN E.
 DA1451
 DA1451                          STATION RECOVERY (1968)
 DA1451
 DA1451'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 DA1451'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK
 DA1451'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 DA1451'ADEQUATE.
 DA1451'
 DA1451'CHECK DISTANCE TO R.M.S
 DA1451'
 DA1451'R.M. NO. 1 = 13.662 METERS PUB = 13.661 METERS
 DA1451'
 DA1451'R.M. NO. 2 = 11.840 METERS PUB = 11.835 METERS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0928 ***********************************************************************
 DW0928  DESIGNATION -  LOS ANGELES
 DW0928  PID         -  DW0928
 DW0928  STATE/COUNTY-  AZ/LA PAZ
 DW0928  USGS QUAD   -  MIDDLE MOUNTAINS NORTH (1986)
 DW0928
 DW0928                         *CURRENT SURVEY CONTROL
 DW0928  ___________________________________________________________________
 DW0928* NAD 83(1992)-  33 05 17.16718(N)    114 19 14.76757(W)     ADJUSTED  
 DW0928* NAVD 88     -       405.3    (meters)    1330.     (feet)  VERTCON   
 DW0928  ___________________________________________________________________
 DW0928  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DW0928  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DW0928  HORZ ORDER  -  SECOND
 DW0928
 DW0928.The horizontal coordinates were established by classical geodetic methods
 DW0928.and adjusted by the National Geodetic Survey in August 1993.
 DW0928
 DW0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0928
 DW0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0928
 DW0928.The geoid height was determined by GEOID03.
 DW0928
 DW0928;                    North         East     Units Scale Factor Converg.
 DW0928;SPC AZ W     -   231,674.149   160,076.093   MT  0.99996833   -0 18 41.8
 DW0928;SPC AZ W     -   760,085.79    525,184.03   iFT  0.99996833   -0 18 41.8
 DW0928;UTM  11      - 3,664,247.368   750,070.672   MT  1.00037111   +1 27 48.3
 DW0928
 DW0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0928!SPC AZ W     -   0.99994156  x   0.99996833  =   0.99990989
 DW0928!UTM  11      -   0.99994156  x   1.00037111  =   1.00031265
 DW0928
 DW0928:                Primary Azimuth Mark                     Grid Az
 DW0928:SPC AZ W     -  LOS ANGELES AZ MK                        069 15 33.9
 DW0928:UTM  11      -  LOS ANGELES AZ MK                        067 29 03.8
 DW0928
 DW0928|---------------------------------------------------------------------|
 DW0928| PID    Reference Object                     Distance      Geod. Az  |
 DW0928|                                                           dddmmss.s |
 DW0928| CF1004 LOS ANGELES AZ MK                                  0685652.1 |
 DW0928| CF1005 LOS ANGELES RM 1                      8.019 METERS 15553     |
 DW0928| CF1006 LOS ANGELES RM 2                      5.678 METERS 32647     |
 DW0928| DW0921 CAIRN ON LOW RIDGE                  APPROX.10.7 KM 3514748.0 |
 DW0928|---------------------------------------------------------------------|
 DW0928
 DW0928                          SUPERSEDED SURVEY CONTROL
 DW0928
 DW0928  NAD 83(1986)-  33 05 17.16769(N)    114 19 14.77282(W) AD(       ) 2
 DW0928  NAD 27      -  33 05 17.03100(N)    114 19 11.97300(W) AD(       ) 2
 DW0928  NGVD 29 (07/19/86)  404.6    (m)         1327.     (f) VERT ANG    3  
 DW0928
 DW0928.Superseded values are not recommended for survey control.
 DW0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0928.See file dsdata.txt to determine how the superseded data were derived.
 DW0928
 DW0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5007164247(NAD 83)
 DW0928_MARKER: DS = TRIANGULATION STATION DISK
 DW0928_SETTING: 66 = SET IN ROCK OUTCROP
 DW0928
 DW0928  HISTORY     - Date     Condition        Report By
 DW0928  HISTORY     - 1949     MONUMENTED       CGS
 DW0928  HISTORY     - 1957     GOOD             AMS
 DW0928  HISTORY     - 1965     GOOD             AMS
 DW0928
 DW0928                          STATION DESCRIPTION
 DW0928
 DW0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0928'THE STATION IS LOCATED ABOUT 40 MILES AIR LINE SOUTH OF QUARTZSITE,
 DW0928'ABOUT 35 MILES AIR LINE NORTHWEST OF YUMA, ABOUT 2 MILES AIR
 DW0928'LINE WEST OF STATE HIGHWAY 95.  ON THE HIGHEST POINT IN THIS
 DW0928'VICINITY, WHICH IS VERY STEEP AND HAS WHAT APPEARS TO BE
 DW0928'VERTICAL CLIFFS ON THE EAST SIDE.  THE STATION MARK IS 20 FEET
 DW0928'SOUTHEAST OF THE HIGHEST POINT AND A 4 FOOT CAIRN, FLUSH WITH
 DW0928'THE GROUND AND STAMPED, LOS ANGELES 1949.
 DW0928'
 DW0928'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DW0928'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, LOS ANGELES
 DW0928'NO 1 1949.
 DW0928'
 DW0928'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES HIGHER THAN
 DW0928'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, LOS ANGELES
 DW0928'NO 2 1949.
 DW0928'
 DW0928'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE AIR LINE WEST OF
 DW0928'STATE HIGHWAY 95 ON THE SOUTHEAST END OF A LOW RIDGE, 200 YARDS
 DW0928'NORTHWEST OF FORK IN WASH, 6 FEET SOUTHWEST OF A WHITE WITNESS POST
 DW0928'IN CAIRN, FLUSH WITH THE GROUND AND STAMPED, LOS ANGELES 1949.
 DW0928'
 DW0928'TO REACH THE STATION FROM COUNTY WELL, WHICH IS ABOUT 25 MILES
 DW0928'NORTH OF YUMA ON STATE HIGHWAY 95, GO NORTH ON STATE HIGHWAY
 DW0928'95 FOR 19.0 MILES TO A WASH ON THE LEFT (ABOUT 0.4 MILE BEFORE
 DW0928'REACHING A SMALL BLACK KNOLL ON THE LEFT, WEST).  HERE TURN
 DW0928'LEFT, WEST, INTO WASH AND GO 0.25 MILE TO RIDGE ON RIGHT AND
 DW0928'AZIMUTH AS DESCRIBED ABOVE.  CONTINUE UP WASH FOR 0.3 MILE.
 DW0928'HERE TURN RIGHT OUT OF WASH ON DIM TRACK ROAD AND FOLLOW ROAD
 DW0928'FOR 0.2 MILE.  HERE TURN LEFT, SOUTHWEST, TOWARD STATION
 DW0928'HILL AND GO ACROSS COUNTRY FOR ABOUT A MILE TO THE EAST SIDE
 DW0928'OF HILL AND THE END OF TRUCK TRAVEL.  HERE PACK WEST TO THE
 DW0928'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 15-MINUTE
 DW0928'PACK WITH A 4 WHEEL DRIVE VEHICLE.  A 4 WHEEL DRIVE
 DW0928'VEHICLE WILL BE REQUIRED AFTER LEAVING STATE HIGHWAY 95.  IT
 DW0928'IS A 1 1/2-HOUR PACK WITH A 2 WHEEL DRIVE VEHICLE.
 DW0928
 DW0928                          STATION RECOVERY (1957)
 DW0928
 DW0928'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DW0928'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  IT
 DW0928'IS 38 FEET N OF A SHEER DROP-OFF.  31 FEET S OF THE HIGHEST
 DW0928'POINT OF THE PEAK AND SHEER DROP-OFF.  6 FEET E OF A DROP-OFF.
 DW0928'12 FEET WSW OF SHEER FACED DROP-OFF.  153 FEET ESE OF THE TOP
 DW0928'AND CENTER OF A SMALL PEAK AT CHANGE OF DIRECTION IN RIDGE.
 DW0928
 DW0928                          STATION RECOVERY (1965)
 DW0928
 DW0928'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0928'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED
 DW0928'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0673 ***********************************************************************
 FQ0673  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 39 B
 FQ0673  PID         -  FQ0673
 FQ0673  STATE/COUNTY-  AZ/COCONINO
 FQ0673  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0673
 FQ0673                         *CURRENT SURVEY CONTROL
 FQ0673  ___________________________________________________________________
 FQ0673* NAD 83(1992)-  35 13 04.87370(N)    111 53 43.96097(W)     ADJUSTED  
 FQ0673* NAVD 88     -              **(meters)            **(feet)            
 FQ0673  ___________________________________________________________________
 FQ0673  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 FQ0673  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0673  HORZ ORDER  -  THIRD
 FQ0673
 FQ0673.The horizontal coordinates were established by classical geodetic methods
 FQ0673.and adjusted by the National Geodetic Survey in August 1993.
 FQ0673
 FQ0673
 FQ0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0673
 FQ0673.The geoid height was determined by GEOID03.
 FQ0673
 FQ0673;                    North         East     Units Scale Factor Converg.
 FQ0673;SPC AZ C     -   467,759.754   215,282.864   MT  0.99990005   +0 00 43.9
 FQ0673;SPC AZ C     - 1,534,644.86    706,308.61   iFT  0.99990005   +0 00 43.9
 FQ0673;UTM  12      - 3,897,588.487   418,496.290   MT  0.99968186   -0 30 59.3
 FQ0673
 FQ0673                          SUPERSEDED SURVEY CONTROL
 FQ0673
 FQ0673  NAD 83(1986)-  35 13 04.87573(N)    111 53 43.98099(W) AD(       ) 4
 FQ0673  NAD 27      -  35 13 04.85000(N)    111 53 41.34000(W) AD(       ) 3
 FQ0673
 FQ0673.Superseded values are not recommended for survey control.
 FQ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0673.See file dsdata.txt to determine how the superseded data were derived.
 FQ0673
 FQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1849697588(NAD 83)
 FQ0673_MARKER: 22 = AIRWAY BEACON
 FQ0673
 FQ0673  HISTORY     - Date     Condition        Report By
 FQ0673  HISTORY     - 1936     FIRST OBSERVED   CGS
 FQ0673
 FQ0673                          STATION DESCRIPTION
 FQ0673
 FQ0673'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0857 ***********************************************************************
 FR0857  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 38 B
 FR0857  PID         -  FR0857
 FR0857  STATE/COUNTY-  AZ/COCONINO
 FR0857  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0857
 FR0857                         *CURRENT SURVEY CONTROL
 FR0857  ___________________________________________________________________
 FR0857* NAD 83(1992)-  35 16 15.79501(N)    112 04 36.16686(W)     ADJUSTED  
 FR0857* NAVD 88     -              **(meters)            **(feet)            
 FR0857  ___________________________________________________________________
 FR0857  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 FR0857  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FR0857  HORZ ORDER  -  THIRD
 FR0857
 FR0857.The horizontal coordinates were established by classical geodetic methods
 FR0857.and adjusted by the National Geodetic Survey in August 1993.
 FR0857
 FR0857
 FR0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0857
 FR0857.The geoid height was determined by GEOID03.
 FR0857
 FR0857;                    North         East     Units Scale Factor Converg.
 FR0857;SPC AZ C     -   473,654.531   198,799.454   MT  0.99990261   -0 05 32.7
 FR0857;SPC AZ C     - 1,553,984.68    652,229.18   iFT  0.99990261   -0 05 32.7
 FR0857;UTM  12      - 3,903,633.986   402,071.317   MT  0.99971818   -0 37 18.5
 FR0857
 FR0857                          SUPERSEDED SURVEY CONTROL
 FR0857
 FR0857  NAD 83(1986)-  35 16 15.79978(N)    112 04 36.19237(W) AD(       ) 4
 FR0857  NAD 27      -  35 16 15.78000(N)    112 04 33.52000(W) AD(       ) 3
 FR0857
 FR0857.Superseded values are not recommended for survey control.
 FR0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0857.See file dsdata.txt to determine how the superseded data were derived.
 FR0857
 FR0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0207103634(NAD 83)
 FR0857_MARKER: 22 = AIRWAY BEACON
 FR0857
 FR0857  HISTORY     - Date     Condition        Report By
 FR0857  HISTORY     - 1936     FIRST OBSERVED   CGS
 FR0857
 FR0857                          STATION DESCRIPTION
 FR0857
 FR0857'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0946 ***********************************************************************
 FR0946  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 31
 FR0946  PID         -  FR0946
 FR0946  STATE/COUNTY-  AZ/YAVAPAI
 FR0946  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0946
 FR0946                         *CURRENT SURVEY CONTROL
 FR0946  ___________________________________________________________________
 FR0946* NAD 83(1992)-  35 13 48.42170(N)    113 16 48.46213(W)     ADJUSTED  
 FR0946* NAVD 88     -              **(meters)            **(feet)            
 FR0946  ___________________________________________________________________
 FR0946  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 FR0946  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FR0946  HORZ ORDER  -  THIRD
 FR0946
 FR0946.The horizontal coordinates were established by classical geodetic methods
 FR0946.and adjusted by the National Geodetic Survey in August 1993.
 FR0946
 FR0946
 FR0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0946
 FR0946.The geoid height was determined by GEOID03.
 FR0946
 FR0946;                    North         East     Units Scale Factor Converg.
 FR0946;SPC AZ C     -   469,953.432    89,250.000   MT  1.00008977   -0 47 11.9
 FR0946;SPC AZ C     - 1,541,841.97    292,814.96   iFT  1.00008977   -0 47 11.9
 FR0946;SPC AZ W     -   469,218.284   256,130.600   MT  0.99995587   +0 16 15.8
 FR0946;SPC AZ W     - 1,539,430.07    840,323.49   iFT  0.99995587   +0 16 15.8
 FR0946;UTM  12      - 3,900,945.156   292,500.217   MT  1.00013065   -1 18 56.8
 FR0946
 FR0946                          SUPERSEDED SURVEY CONTROL
 FR0946
 FR0946  NAD 83(1986)-  35 13 48.41758(N)    113 16 48.46866(W) AD(       ) 4
 FR0946  NAD 27      -  35 13 48.40700(N)    113 16 45.71400(W) AD(       ) 3
 FR0946
 FR0946.Superseded values are not recommended for survey control.
 FR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0946.See file dsdata.txt to determine how the superseded data were derived.
 FR0946
 FR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE9250000945(NAD 83)
 FR0946_MARKER: 22 = AIRWAY BEACON
 FR0946
 FR0946  HISTORY     - Date     Condition        Report By
 FR0946  HISTORY     - 1944     FIRST OBSERVED   CGS
 FR0946
 FR0946                          STATION DESCRIPTION
 FR0946
 FR0946'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0968 ***********************************************************************
 FR0968  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 29
 FR0968  PID         -  FR0968
 FR0968  STATE/COUNTY-  AZ/MOHAVE
 FR0968  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0968
 FR0968                         *CURRENT SURVEY CONTROL
 FR0968  ___________________________________________________________________
 FR0968* NAD 83(1992)-  35 12 55.95127(N)    113 46 01.65827(W)     ADJUSTED  
 FR0968* NAVD 88     -              **(meters)            **(feet)            
 FR0968  ___________________________________________________________________
 FR0968  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FR0968  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FR0968  HORZ ORDER  -  THIRD
 FR0968
 FR0968.The horizontal coordinates were established by classical geodetic methods
 FR0968.and adjusted by the National Geodetic Survey in August 1993.
 FR0968
 FR0968
 FR0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0968
 FR0968.The geoid height was determined by GEOID03.
 FR0968
 FR0968;                    North         East     Units Scale Factor Converg.
 FR0968;SPC AZ W     -   467,500.325   211,800.695   MT  0.99993336   -0 00 35.6
 FR0968;SPC AZ W     - 1,533,793.72    694,884.17   iFT  0.99993336   -0 00 35.6
 FR0968;UTM  12      - 3,900,455.207   248,125.914   MT  1.00038191   -1 35 47.5
 FR0968
 FR0968                          SUPERSEDED SURVEY CONTROL
 FR0968
 FR0968  NAD 83(1986)-  35 12 55.94753(N)    113 46 01.66013(W) AD(       ) 4
 FR0968  NAD 27      -  35 12 55.95300(N)    113 45 58.87300(W) AD(       ) 3
 FR0968
 FR0968.Superseded values are not recommended for survey control.
 FR0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0968.See file dsdata.txt to determine how the superseded data were derived.
 FR0968
 FR0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4812600455(NAD 83)
 FR0968_MARKER: 22 = AIRWAY BEACON
 FR0968
 FR0968  HISTORY     - Date     Condition        Report By
 FR0968  HISTORY     - 1944     FIRST OBSERVED   CGS
 FR0968
 FR0968                          STATION DESCRIPTION
 FR0968
 FR0968'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0586 ***********************************************************************
 FP0586  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 54 A
 FP0586  PID         -  FP0586
 FP0586  STATE/COUNTY-  AZ/APACHE
 FP0586  USGS QUAD   -  BEACON WELL (1972)
 FP0586
 FP0586                         *CURRENT SURVEY CONTROL
 FP0586  ___________________________________________________________________
 FP0586* NAD 83(1992)-  35 02 23.36853(N)    109 18 17.95596(W)     ADJUSTED  
 FP0586* NAVD 88     -              **(meters)            **(feet)            
 FP0586  ___________________________________________________________________
 FP0586  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 FP0586  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FP0586  HORZ ORDER  -  THIRD
 FP0586
 FP0586.The horizontal coordinates were established by classical geodetic methods
 FP0586.and adjusted by the National Geodetic Survey in August 1993.
 FP0586
 FP0586
 FP0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0586
 FP0586.The geoid height was determined by GEOID03.
 FP0586
 FP0586;                    North         East     Units Scale Factor Converg.
 FP0586;SPC AZ E     -   448,331.379   291,976.115   MT  0.99997615   +0 29 41.1
 FP0586;SPC AZ E     - 1,470,903.47    957,926.89   iFT  0.99997615   +0 29 41.1
 FP0586;UTM  12      - 3,878,772.708   654,605.444   MT  0.99989459   +0 58 24.2
 FP0586
 FP0586                          SUPERSEDED SURVEY CONTROL
 FP0586
 FP0586  NAD 83(1986)-  35 02 23.35955(N)    109 18 17.96287(W) AD(       ) 4
 FP0586  NAD 27      -  35 02 23.26400(N)    109 18 15.59600(W) AD(       ) 3
 FP0586
 FP0586.Superseded values are not recommended for survey control.
 FP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0586.See file dsdata.txt to determine how the superseded data were derived.
 FP0586
 FP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5460578773(NAD 83)
 FP0586_MARKER: 22 = AIRWAY BEACON
 FP0586
 FP0586  HISTORY     - Date     Condition        Report By
 FP0586  HISTORY     - 1936     FIRST OBSERVED   CGS
 FP0586
 FP0586                          STATION DESCRIPTION
 FP0586
 FP0586'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0599 ***********************************************************************
 FP0599  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 51
 FP0599  PID         -  FP0599
 FP0599  STATE/COUNTY-  AZ/APACHE
 FP0599  USGS QUAD   -  KACHINA POINT (1972)
 FP0599
 FP0599                         *CURRENT SURVEY CONTROL
 FP0599  ___________________________________________________________________
 FP0599* NAD 83(1992)-  35 01 50.55629(N)    109 49 27.34747(W)     ADJUSTED  
 FP0599* NAVD 88     -              **(meters)            **(feet)            
 FP0599  ___________________________________________________________________
 FP0599  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 FP0599  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FP0599  HORZ ORDER  -  THIRD
 FP0599
 FP0599.The horizontal coordinates were established by classical geodetic methods
 FP0599.and adjusted by the National Geodetic Survey in August 1993.
 FP0599
 FP0599
 FP0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0599
 FP0599.The geoid height was determined by GEOID03.
 FP0599
 FP0599;                    North         East     Units Scale Factor Converg.
 FP0599;SPC AZ E     -   447,034.465   244,602.644   MT  0.99991203   +0 11 47.6
 FP0599;SPC AZ E     - 1,466,648.51    802,502.11   iFT  0.99991203   +0 11 47.6
 FP0599;UTM  12      - 3,877,080.412   607,250.419   MT  0.99974176   +0 40 29.8
 FP0599
 FP0599                          SUPERSEDED SURVEY CONTROL
 FP0599
 FP0599  NAD 83(1986)-  35 01 50.54990(N)    109 49 27.35065(W) AD(       ) 4
 FP0599  NAD 27      -  35 01 50.46300(N)    109 49 24.92700(W) AD(       ) 3
 FP0599
 FP0599.Superseded values are not recommended for survey control.
 FP0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0599.See file dsdata.txt to determine how the superseded data were derived.
 FP0599
 FP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0725077080(NAD 83)
 FP0599_MARKER: DD = SURVEY DISK
 FP0599_SETTING: 0 = UNSPECIFIED SETTING
 FP0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0599
 FP0599  HISTORY     - Date     Condition        Report By
 FP0599  HISTORY     - 1936     MONUMENTED       USGS
 FP0599  HISTORY     - 1956     SEE DESCRIPTION  CGS
 FP0599
 FP0599                          STATION DESCRIPTION
 FP0599
 FP0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (VRS)
 FP0599'NO ORIGINAL DESCRIPTION.  THE STATION IS DESTROYED.  THE
 FP0599'FOUNDATION IS STILL IN PLACE, BUT THE BEACON HAS BEEN TORN
 FP0599'DOWN.  THE STATION SITE IS LOCATED 22 MI. E OF HOLBROOK.
 FP0599'
 FP0599'TO REACH FROM THE DEPOT IN HOLBROOK, GO E ON U.S. HIGHWAY
 FP0599'66 FOR 22.0 MI. TO ROCKYS OLD STAGE STATION, TURN RIGHT ON A
 FP0599'DIRT ROAD AND GO S FOR 0.35 MI. TO THE TOP OF A LOW RIDGE AND
 FP0599'THE BEACON FOUNDATION ON THE LEFT.  THE FOUNDATION IS 120
 FP0599'FT. E OF THE DIRT ROAD.
 FP0599'
 FP0599'A UNITED STATES GEOLOGICAL SURVEY DISK, STAMPED VS 3 1933
 FP0599'5570 FT IS SET IN A DRILL HOLE IN THE CENTER OF THE FOUNDATION.
 FP0599'
 FP0599'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1047 ***********************************************************************
 ES1047  DESIGNATION -  LOS ANGELES AMARILLO AWY BN 51
 ES1047  PID         -  ES1047
 ES1047  STATE/COUNTY-  AZ/NAVAJO
 ES1047  USGS QUAD   -  HOLBROOK (1986)
 ES1047
 ES1047                         *CURRENT SURVEY CONTROL
 ES1047  ___________________________________________________________________
 ES1047* NAD 83(1992)-  34 56 09.73215(N)    110 08 24.47636(W)     ADJUSTED  
 ES1047* NAVD 88     -              **(meters)            **(feet)            
 ES1047  ___________________________________________________________________
 ES1047  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 ES1047  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES1047  HORZ ORDER  -  THIRD
 ES1047
 ES1047.The horizontal coordinates were established by classical geodetic methods
 ES1047.and adjusted by the National Geodetic Survey in August 1993.
 ES1047
 ES1047
 ES1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1047
 ES1047.The geoid height was determined by GEOID03.
 ES1047
 ES1047;                    North         East     Units Scale Factor Converg.
 ES1047;SPC AZ E     -   436,479.160   215,783.913   MT  0.99990007   +0 00 54.7
 ES1047;SPC AZ E     - 1,432,018.24    707,952.47   iFT  0.99990007   +0 00 54.7
 ES1047;UTM  12      - 3,866,287.268   578,526.381   MT  0.99967600   +0 29 32.8
 ES1047
 ES1047                          SUPERSEDED SURVEY CONTROL
 ES1047
 ES1047  NAD 83(1986)-  34 56 09.72381(N)    110 08 24.48023(W) AD(       ) 4
 ES1047  NAD 27      -  34 56 09.63100(N)    110 08 22.03600(W) AD(       ) 3
 ES1047
 ES1047.Superseded values are not recommended for survey control.
 ES1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1047.See file dsdata.txt to determine how the superseded data were derived.
 ES1047
 ES1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7852666287(NAD 83)
 ES1047_MARKER: 22 = AIRWAY BEACON
 ES1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES1047+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 ES1047
 ES1047  HISTORY     - Date     Condition        Report By
 ES1047  HISTORY     - 1951     FIRST OBSERVED   CGS
 ES1047  HISTORY     - 1959     GOOD             CGS
 ES1047  HISTORY     - 20050802 GOOD             GEOCAC
 ES1047
 ES1047                          STATION DESCRIPTION
 ES1047
 ES1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 ES1047'THE BEACON IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF HOLBROOK,
 ES1047'AT THE HOLBROOK AIRPORT.
 ES1047'
 ES1047'THE BEACON IS ON TOP OF A 60 FOOT STEEL TOWER.  THE LIGHT ON
 ES1047'TOP WAS INTERSECTED.
 ES1047
 ES1047                          STATION RECOVERY (1959)
 ES1047
 ES1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1047'THIS AIRWAY BEACON IS STILL IN OPERATION.  THE TOWER IS STILL THE
 ES1047'ORIGINAL ONE.
 ES1047'
 ES1047'REACHED FROM THE POST OFFICE AT HOLBROOK, GO NORTH 1/2 BLOCK
 ES1047'TO U.S. HIGHWAY 66, GO NORTHEAST ON U.S. HIGHWAY 66 FOR 2.1
 ES1047'MILES TO A T-ROAD ON THE LEFT, TURN LEFT AS PER SIGN (HOLBROOK
 ES1047'AIRPORT), GO NORTHWEST FOR 0.3 MILE TO THE AIRWAY BEACON TOWER
 ES1047'AND INTERSECTION STATION.
 ES1047
 ES1047                          STATION RECOVERY (2005)
 ES1047
 ES1047'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 ES1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0927 ***********************************************************************
 DW0927  DESIGNATION -  LOS ANGELES CAIRN
 DW0927  PID         -  DW0927
 DW0927  STATE/COUNTY-  AZ/LA PAZ
 DW0927  USGS QUAD   -  MIDDLE MOUNTAINS NORTH (1986)
 DW0927
 DW0927                         *CURRENT SURVEY CONTROL
 DW0927  ___________________________________________________________________
 DW0927* NAD 83(1992)-  33 05 17.41655(N)    114 19 14.88457(W)     ADJUSTED  
 DW0927* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 DW0927  ___________________________________________________________________
 DW0927  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DW0927  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DW0927  HORZ ORDER  -  THIRD
 DW0927
 DW0927.The horizontal coordinates were established by classical geodetic methods
 DW0927.and adjusted by the National Geodetic Survey in August 1993.
 DW0927
 DW0927.The orthometric height was scaled from a topographic map.
 DW0927
 DW0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0927
 DW0927.The geoid height was determined by GEOID03.
 DW0927
 DW0927;                    North         East     Units Scale Factor Converg.
 DW0927;SPC AZ W     -   231,681.848   160,073.101   MT  0.99996833   -0 18 41.8
 DW0927;SPC AZ W     -   760,111.05    525,174.22   iFT  0.99996833   -0 18 41.8
 DW0927;UTM  11      - 3,664,254.973   750,067.442   MT  1.00037109   +1 27 48.3
 DW0927
 DW0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0927!SPC AZ W     -   0.99994165  x   0.99996833  =   0.99990998
 DW0927!UTM  11      -   0.99994165  x   1.00037109  =   1.00031272
 DW0927
 DW0927                          SUPERSEDED SURVEY CONTROL
 DW0927
 DW0927  NAD 83(1986)-  33 05 17.41707(N)    114 19 14.88982(W) AD(       ) 4
 DW0927  NAD 27      -  33 05 17.28000(N)    114 19 12.09000(W) AD(       ) 3
 DW0927
 DW0927.Superseded values are not recommended for survey control.
 DW0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0927.See file dsdata.txt to determine how the superseded data were derived.
 DW0927
 DW0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5006764255(NAD 83)
 DW0927_MARKER: 72 = CAIRN
 DW0927
 DW0927  HISTORY     - Date     Condition        Report By
 DW0927  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0927
 DW0927                          STATION DESCRIPTION
 DW0927
 DW0927'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0890 ***********************************************************************
 DW0890  DESIGNATION -  LOS ANGELES PHOENIX AWY BCN 23
 DW0890  PID         -  DW0890
 DW0890  STATE/COUNTY-  AZ/LA PAZ
 DW0890  USGS QUAD   -  CUNNINGHAM MTN (1971)
 DW0890
 DW0890                         *CURRENT SURVEY CONTROL
 DW0890  ___________________________________________________________________
 DW0890* NAD 83(1992)-  33 35 33.01100(N)    114 20 51.49281(W)     ADJUSTED  
 DW0890* NAVD 88     -              **(meters)            **(feet)            
 DW0890  ___________________________________________________________________
 DW0890  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DW0890  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DW0890  HORZ ORDER  -  THIRD
 DW0890
 DW0890.The horizontal coordinates were established by classical geodetic methods
 DW0890.and adjusted by the National Geodetic Survey in August 1993.
 DW0890
 DW0890
 DW0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0890
 DW0890.The geoid height was determined by GEOID03.
 DW0890
 DW0890;                    North         East     Units Scale Factor Converg.
 DW0890;SPC AZ W     -   287,628.987   157,888.504   MT  0.99997126   -0 19 50.4
 DW0890;SPC AZ W     -   943,664.66    518,006.90   iFT  0.99997126   -0 19 50.4
 DW0890;UTM  11      - 3,720,128.518   746,137.737   MT  1.00034696   +1 28 05.7
 DW0890
 DW0890                          SUPERSEDED SURVEY CONTROL
 DW0890
 DW0890  NAD 83(1986)-  33 35 33.00942(N)    114 20 51.49923(W) AD(       ) 4
 DW0890  NAD 27      -  33 35 32.91400(N)    114 20 48.68200(W) AD(       ) 3
 DW0890
 DW0890.Superseded values are not recommended for survey control.
 DW0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0890.See file dsdata.txt to determine how the superseded data were derived.
 DW0890
 DW0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4613820129(NAD 83)
 DW0890_MARKER: 22 = AIRWAY BEACON
 DW0890
 DW0890  HISTORY     - Date     Condition        Report By
 DW0890  HISTORY     - 1948     FIRST OBSERVED   CGS
 DW0890  HISTORY     - 1949     GOOD             CGS
 DW0890  HISTORY     - 1962     GOOD             CGS
 DW0890
 DW0890                          STATION DESCRIPTION
 DW0890
 DW0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 DW0890'THE STATION IS 13-1/2 MILES EAST OF BLYTHE, 4 MILES SOUTH OF
 DW0890'U.S. HIGHWAY NO. 70, ON A POINT IN THE CUNNINGHAM MOUNTAINS,
 DW0890'ABOUT 2 MILES NORTH BY WEST OF THE HIGHEST POINT.
 DW0890'
 DW0890'THE STATION IS A STANDARD CIVIL AERONAUTICS ADMINISTRATION
 DW0890'ROTATING BEACON WHICH FLASHES WHITE AND RED, SENDING THE SIGNAL
 DW0890'V IN CODE.
 DW0890'
 DW0890'THE ROTATING LIGHT WAS USED AS A TARGET.
 DW0890
 DW0890                          STATION RECOVERY (1949)
 DW0890
 DW0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0890'STATION IS THE TOP AND CENTER OF THE ROTATING BEACON ATOP THE
 DW0890'STANDARD C.A.A. STRUCTURAL STEEL TOWER LOCATED ABOUT 12 MILES
 DW0890'EAST OF BLYTHE, CALIFORNITHE BEACON IS ON THE TOP OF A
 DW0890'HIGH PROMINENT MOUNTAIN WHICH IS A PART OF THE FIRST HIGH RANGE
 DW0890'OF MOUNTAINS EAST OF THE COLORADO RIVER.
 DW0890
 DW0890                          STATION RECOVERY (1962)
 DW0890
 DW0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 DW0890'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE
 DW0890'AIRWAY BEACON IS NOW MAINTANED BY THE FAA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2137 ***********************************************************************
 DV2137  DESIGNATION -  LOS ANGELES PHOENIX AWY BCN 33
 DV2137  PID         -  DV2137
 DV2137  STATE/COUNTY-  AZ/MARICOPA
 DV2137  USGS QUAD   -  VALENCIA (1982)
 DV2137
 DV2137                         *CURRENT SURVEY CONTROL
 DV2137  ___________________________________________________________________
 DV2137* NAD 83(1992)-  33 26 58.97115(N)    112 36 01.73821(W)     ADJUSTED  
 DV2137* NAVD 88     -              **(meters)            **(feet)            
 DV2137  ___________________________________________________________________
 DV2137  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DV2137  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV2137  HORZ ORDER  -  THIRD
 DV2137
 DV2137.The horizontal coordinates were established by classical geodetic methods
 DV2137.and adjusted by the National Geodetic Survey in August 1993.
 DV2137
 DV2137
 DV2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2137
 DV2137.The geoid height was determined by GEOID03.
 DV2137
 DV2137;                    North         East     Units Scale Factor Converg.
 DV2137;SPC AZ C     -   271,832.783   149,787.108   MT  0.99994981   -0 22 37.0
 DV2137;SPC AZ C     -   891,839.84    491,427.52   iFT  0.99994981   -0 22 37.0
 DV2137;UTM  12      - 3,702,289.491   351,245.002   MT  0.99987281   -0 52 56.5
 DV2137
 DV2137                          SUPERSEDED SURVEY CONTROL
 DV2137
 DV2137  NAD 83(1986)-  33 26 58.96523(N)    112 36 01.74334(W) AD(       ) 4
 DV2137  NAD 27      -  33 26 58.82200(N)    112 35 59.14300(W) AD(       ) 3
 DV2137
 DV2137.Superseded values are not recommended for survey control.
 DV2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2137.See file dsdata.txt to determine how the superseded data were derived.
 DV2137
 DV2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5124502289(NAD 83)
 DV2137_MARKER: 22 = AIRWAY BEACON
 DV2137
 DV2137  HISTORY     - Date     Condition        Report By
 DV2137  HISTORY     - 1947     FIRST OBSERVED   CGS
 DV2137  HISTORY     - 1962     GOOD             CGS
 DV2137  HISTORY     - 20061011 POOR             GEOCAC
 DV2137
 DV2137                          STATION DESCRIPTION
 DV2137
 DV2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV2137'TO REACH FROM PERRYVILLE.  TAKE THE ROAD WEST AND CONTINUE
 DV2137'DUE WEST FOR 7.65 MILES TO A CROSS ROAD ABOUT 0.2 MILE AFTER
 DV2137'PASSING UNDER DOUBLE POLE TRANSMISSION, A FRAME BUILDING IS
 DV2137'LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION.  TURN RIGHT
 DV2137'(N) ON TRACK ROAD AND GO 1.3 MILES TO THE AIRWAY BUILDING
 DV2137'HOUSING THE MOTOR-DRIVEN GENERATOR UNITS.  A TRUCK CAN BE
 DV2137'DRIVEN ABOUT 150 YARDS BEYOND TO THE FOOT OF TRAIL LEADING
 DV2137'TO SUMMIT OF HILL, BEACON AND STATION BN 33.  A 10 MINUTE PACK.
 DV2137'
 DV2137'STATION BN 33 IS LOCATED ON THE SUMMIT OF A LOW HILL AT THE
 DV2137'SOUTH END AND WEST SIDE OF THE WHITE TANK MOUNTAINS, ABOUT
 DV2137'12 MILES AIRLINE NORTHEAST OF HASSAYAMPA, ABOUT 8 MILES
 DV2137'AIRLINE WEST BY NORTH OF PERRYVILLE, ABOUT 1 MILE NORTHEAST OF
 DV2137'THE PHOENIX-SALOME ROAD THROUGH TONOPAH, 8 FEET SOUTHWEST
 DV2137'OF THE SOUTH LEG OF AIRWAY BEACON NUMBERED 33, STAMPED BN 33
 DV2137'1947.
 DV2137
 DV2137                          STATION RECOVERY (1962)
 DV2137
 DV2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2137'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION.
 DV2137
 DV2137                          STATION RECOVERY (2006)
 DV2137
 DV2137'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2137'THE TOWER HAS BEEN KNOCKED DOWN, OR FALLEN OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0904 ***********************************************************************
 EU0904  DESIGNATION -  LOS ANGELES PRESCOTT AWY BN 28
 EU0904  PID         -  EU0904
 EU0904  STATE/COUNTY-  AZ/MOHAVE
 EU0904  USGS QUAD   -  YUCCA SE (1970)
 EU0904
 EU0904                         *CURRENT SURVEY CONTROL
 EU0904  ___________________________________________________________________
 EU0904* NAD 83(1992)-  34 47 33.09371(N)    114 07 26.09647(W)     ADJUSTED  
 EU0904* NAVD 88     -              **(meters)            **(feet)            
 EU0904  ___________________________________________________________________
 EU0904  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 EU0904  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 EU0904  HORZ ORDER  -  THIRD
 EU0904
 EU0904.The horizontal coordinates were established by classical geodetic methods
 EU0904.and adjusted by the National Geodetic Survey in August 1993.
 EU0904
 EU0904
 EU0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0904
 EU0904.The geoid height was determined by GEOID03.
 EU0904
 EU0904;                    North         East     Units Scale Factor Converg.
 EU0904;SPC AZ W     -   420,637.361   179,142.184   MT  0.99994776   -0 12 48.1
 EU0904;SPC AZ W     - 1,380,043.84    587,736.82   iFT  0.99994776   -0 12 48.1
 EU0904;UTM  11      - 3,853,805.896   763,147.031   MT  1.00045356   +1 38 31.4
 EU0904
 EU0904                          SUPERSEDED SURVEY CONTROL
 EU0904
 EU0904  NAD 83(1986)-  34 47 33.09369(N)    114 07 26.10476(W) AD(       ) 4
 EU0904  NAD 27      -  34 47 33.07000(N)    114 07 23.27000(W) AD(       ) 3
 EU0904
 EU0904.Superseded values are not recommended for survey control.
 EU0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0904.See file dsdata.txt to determine how the superseded data were derived.
 EU0904
 EU0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6314753806(NAD 83)
 EU0904_MARKER: 22 = AIRWAY BEACON
 EU0904
 EU0904  HISTORY     - Date     Condition        Report By
 EU0904  HISTORY     - 1948     FIRST OBSERVED   CGS
 EU0904
 EU0904                          STATION DESCRIPTION
 EU0904
 EU0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0904'THE STATION IS 28 MILES EAST BY SOUTH OF NEEDLES, 6 MILES SOUTH
 EU0904'BY EAST OF YUCCA, 21 MILES EAST-NORTHEAST OF TOPOCK AND IN THE
 EU0904'CENTER OF A BROAD FLAT VALLEY COVERED WITH YUCCA AND GREASE WOOD.
 EU0904'
 EU0904'THE STATION IS A STANDARD CIVIL AERONAUTICS ADMINISTRATION
 EU0904'ROTATING BEACON ON TOP OF A 35 FOOT STEEL TOWER, FLASHING WHITE
 EU0904'AND RED, SENDING THE SIGNAL V IN CODE.
 EU0904'
 EU0904'THE FLASHING LIGHT WAS USED FOR THE TARGET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1117 ***********************************************************************
 ET1117  DESIGNATION -  LOS ANGELES PRESCOTT AWY BN 29
 ET1117  PID         -  ET1117
 ET1117  STATE/COUNTY-  AZ/MOHAVE
 ET1117  USGS QUAD   -  DIAMOND JOE PEAK (1967)
 ET1117
 ET1117                         *CURRENT SURVEY CONTROL
 ET1117  ___________________________________________________________________
 ET1117* NAD 83(1992)-  34 49 03.18304(N)    113 52 19.63243(W)     ADJUSTED  
 ET1117* NAVD 88     -              **(meters)            **(feet)            
 ET1117  ___________________________________________________________________
 ET1117  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 ET1117  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 ET1117  HORZ ORDER  -  THIRD
 ET1117
 ET1117.The horizontal coordinates were established by classical geodetic methods
 ET1117.and adjusted by the National Geodetic Survey in August 1993.
 ET1117
 ET1117
 ET1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1117
 ET1117.The geoid height was determined by GEOID03.
 ET1117
 ET1117;                    North         East     Units Scale Factor Converg.
 ET1117;SPC AZ W     -   423,356.441   202,187.931   MT  0.99993487   -0 04 11.0
 ET1117;SPC AZ W     - 1,388,964.70    663,346.23   iFT  0.99993487   -0 04 11.0
 ET1117;UTM  12      - 3,856,571.794   237,295.283   MT  1.00045069   -1 38 26.9
 ET1117
 ET1117                          SUPERSEDED SURVEY CONTROL
 ET1117
 ET1117  NAD 83(1986)-  34 49 03.18249(N)    113 52 19.64244(W) AD(       ) 4
 ET1117  NAD 27      -  34 49 03.13400(N)    113 52 16.86500(W) AD(       ) 3
 ET1117
 ET1117.Superseded values are not recommended for survey control.
 ET1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1117.See file dsdata.txt to determine how the superseded data were derived.
 ET1117
 ET1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3729556572(NAD 83)
 ET1117_MARKER: 22 = AIRWAY BEACON
 ET1117
 ET1117  HISTORY     - Date     Condition        Report By
 ET1117  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1117  HISTORY     - 1950     GOOD             CGS
 ET1117
 ET1117                          STATION DESCRIPTION
 ET1117
 ET1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1117'THE STATION IS 42-1/2 MILES EAST OF NEEDLES, 30 MILES
 ET1117'SOUTH- SOUTHEAST OF KINGMAN, IN A SADDLE AT THE SOUTHERN END
 ET1117'OF THE HUALPAI MOUNTAINS.
 ET1117'
 ET1117'THE STATION IS A STANDARD CIVIL AERONAUTICS ADMINISTRATION
 ET1117'ROTATING BEACON ON TOP OF A 35 FOOT STEEL TOWER, FLASHING
 ET1117'WHITE AND RED, SENDING THE SIGNAL G IN CODE.
 ET1117'
 ET1117'THE FLASHING LIGHT WAS USED AS A TARGET
 ET1117
 ET1117                          STATION RECOVERY (1950)
 ET1117
 ET1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1117'THE STATION IS 27-1/2 MILES, AIRLINE SOUTH- SOUTHEAST OF KINGMAN,
 ET1117'40 MILES SOUTH BY WEST OF HACKBERRY, AND 13 MILES EAST- SOUTHEAST
 ET1117'OF YUCCA, ON A HIGH RIDGE AT THE SOUTHERN END OF THE HUALPAI
 ET1117'MOUNTAIN RANGE.
 ET1117'
 ET1117'IT IS A STANDARD CIVIL AEORNAUTICS ADMINISTRATION ROTATING
 ET1117'TYPE OF BEACON, FLASHING RED AND WHITE, ON TOP OF A 52 FOOT
 ET1117'STEEL TOWER.
 ET1117'
 ET1117'THE FLASHING LIGHT WAS USED FOR POINTINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0798 ***********************************************************************
 DW0798  DESIGNATION -  LOST
 DW0798  PID         -  DW0798
 DW0798  STATE/COUNTY-  AZ/LA PAZ
 DW0798  USGS QUAD   -  LA PAZ MTN (1970)
 DW0798
 DW0798                         *CURRENT SURVEY CONTROL
 DW0798  ___________________________________________________________________
 DW0798* NAD 83(1992)-  33 37 56.59738(N)    114 25 13.21921(W)     ADJUSTED  
 DW0798* NAVD 88     -       228.40   (+/-2cm)     749.3    (feet)  VERTCON   
 DW0798  ___________________________________________________________________
 DW0798  EPOCH DATE  -        1991.35
 DW0798  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 DW0798  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DW0798  HORZ ORDER  -  SECOND
 DW0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0798
 DW0798.The horizontal coordinates were established by classical geodetic methods
 DW0798.and adjusted by the National Geodetic Survey in June 1996.
 DW0798.The horizontal coordinates are valid at the epoch date displayed above.
 DW0798.The epoch date for horizontal control is a decimal equivalence
 DW0798.of Year/Month/Day.
 DW0798
 DW0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0798.The vertical order pertains to the NGVD 29 superseded value.
 DW0798
 DW0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0798
 DW0798.The geoid height was determined by GEOID03.
 DW0798
 DW0798;                    North         East     Units Scale Factor Converg.
 DW0798;SPC AZ W     -   292,093.998   151,169.004   MT  0.99998100   -0 22 16.6
 DW0798;SPC AZ W     -   958,313.64    495,961.30   iFT  0.99998100   -0 22 16.6
 DW0798;SPC CA 6     -   664,043.416 2,169,743.325   MT  0.99996766   +1 00 19.6
 DW0798;SPC CA 6     - 2,178,615.77  7,118,566.23   sFT  0.99996766   +1 00 19.6
 DW0798;UTM  11      - 3,724,381.771   739,278.914   MT  1.00030590   +1 25 46.0
 DW0798
 DW0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0798!SPC AZ W     -   0.99996921  x   0.99998100  =   0.99995021
 DW0798!SPC CA 6     -   0.99996921  x   0.99996766  =   0.99993687
 DW0798!UTM  11      -   0.99996921  x   1.00030590  =   1.00027510
 DW0798
 DW0798:                Primary Azimuth Mark                     Grid Az
 DW0798:SPC AZ W     -  AIR BEACON                               075 38 36.8
 DW0798:SPC CA 6     -  AIR BEACON                               074 16 00.6
 DW0798:UTM  11      -  AIR BEACON                               073 50 34.2
 DW0798
 DW0798|---------------------------------------------------------------------|
 DW0798| PID    Reference Object                     Distance      Geod. Az  |
 DW0798|                                                           dddmmss.s |
 DW0798| DW0893 AIR BEACON                          APPROX. 3.9 KM 0751620.2 |
 DW0798| DW0799 LOST RM 2                             8.210 METERS 12050     |
 DW0798| DW0890 LOS ANGELES PHOENIX AWY BCN 23      APPROX. 8.1 KM 1231356.5 |
 DW0798| DW0800 LOST RM 1                             6.354 METERS 19901     |
 DW0798| DW0802 LOST RM 3 AZIMUTH                                  2531540.9 |
 DW0798|---------------------------------------------------------------------|
 DW0798
 DW0798                          SUPERSEDED SURVEY CONTROL
 DW0798
 DW0798  NAD 83(1992)-  33 37 56.59740(N)    114 25 13.21884(W) AD(       ) 2
 DW0798  NAD 83(1986)-  33 37 56.59609(N)    114 25 13.22345(W) AD(       ) 2
 DW0798  NAD 27      -  33 37 56.51010(N)    114 25 10.39120(W) AD(       ) 2
 DW0798  NGVD 29 (??/??/??)  227.712  (m)          747.09   (f) ADJUSTED    2 0
 DW0798
 DW0798.Superseded values are not recommended for survey control.
 DW0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0798.See file dsdata.txt to determine how the superseded data were derived.
 DW0798
 DW0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3927924382(NAD 83)
 DW0798_MARKER: DS = TRIANGULATION STATION DISK
 DW0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0798_STAMPING: LOST 1935
 DW0798_MARK LOGO: CGS   
 DW0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0798+STABILITY: SURFACE MOTION
 DW0798
 DW0798  HISTORY     - Date     Condition        Report By
 DW0798  HISTORY     - 1935     MONUMENTED       CGS
 DW0798  HISTORY     - 1949     GOOD             USGS
 DW0798  HISTORY     - 1954     GOOD             USGS
 DW0798  HISTORY     - 1962     GOOD             CGS
 DW0798  HISTORY     - 1962     GOOD             CGS
 DW0798  HISTORY     - 1962     GOOD             NGS
 DW0798  HISTORY     - 1965     GOOD             AMS
 DW0798  HISTORY     - 1971     GOOD             NGS
 DW0798  HISTORY     - 1981     GOOD             NGS
 DW0798  HISTORY     - 1981     GOOD             NGS
 DW0798  HISTORY     - 1981     GOOD             NGS
 DW0798
 DW0798                          STATION DESCRIPTION
 DW0798
 DW0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0798'STATION IS ABOUT 7 MILES (AIR LINE) E OF COLORADO RIVER WHERE
 DW0798'U.S. HIGHWAY 60 CROSSES RIVER, ABOUT 1/8-MILE E OF CONCRETE
 DW0798'BRIDGE ON THE HIGHWAY, ON A PROMINENT GRAVEL BLUFF BOUNDING
 DW0798'THE S RIGHT-OF-WAY OF HIGHWAY, ABOUT 30 FEET ABOVE HIGHWAY, AND
 DW0798'25 FEET S OF EDGE OF BLUFF.
 DW0798'
 DW0798'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DW0798'CONCRETE IN THE TOP OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 DW0798'
 DW0798'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A TABLET SET IN S RAILING
 DW0798'OF CONCRETE BRIDGE AT E END OF BRIDGE, ABOUT 1/8-MILE W OF
 DW0798'STATION.
 DW0798'
 DW0798'TO REACH STATION FROM BLYTHE TAKE U.S. HIGHWAY 60 E FOR
 DW0798'MILES TO COLORADO RIVER BRIDGE, CONTINUE E ON U.S. HIGHWAY
 DW0798'60 FOR 6.9 MILES, TURN RIGHT S UP STEEP BANK AND FOLLOW
 DW0798'100 YARDS TO TOP OF BLUFF AND STATION.
 DW0798
 DW0798                          STATION RECOVERY (1949)
 DW0798
 DW0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DW0798'RECOVERED IN GOOD CONDITION.
 DW0798
 DW0798                          STATION RECOVERY (1954)
 DW0798
 DW0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0798'RECOVERED IN GOOD CONDITION.
 DW0798'
 DW0798'TO REACH FROM ARIZONA INSPECTION STATION ON US HWY. 60 AND 70,
 DW0798'DRIVE 5.9 MI E.  TURN LEFT AND GO 0.3 MI TO OLD HWY.  TURN RIGHT
 DW0798'AND GO 0.4 MI ON OLD HWY. TO STATION, ABOUT 40 FT N. OF HWY.
 DW0798
 DW0798                          STATION RECOVERY (1962)
 DW0798
 DW0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 DW0798'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DW0798'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  NO SEARCH MADE
 DW0798'FOR THE AZIMUTH MARK THIS DATE.
 DW0798'
 DW0798'NEW TO REACH AS FOLLOWS--
 DW0798'
 DW0798'TO REACH FROM THE QUARANTINE STATION AT THE ARIZONA STATE
 DW0798'LINE ON U.S. HIGHWAYS 60 AND 70 GO EAST FOR 6.7 MILES TO
 DW0798'REVERSE Y FORKS ON THE LEFT, NORTH SIDE OF HIGHWAY.  TURN
 DW0798'SHARP LEFT TAKING GRAVEL ROAD AND PASSING SMALL BUILDING ON
 DW0798'LEFT AND GO 0.75 OF MILE TO STATION ON LEFT AS ORIGINALLY
 DW0798'DESCRIBED.
 DW0798
 DW0798                          STATION RECOVERY (1962)
 DW0798
 DW0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0798'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DW0798'CONDITION, A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 DW0798'MARK NUMBER 1, A SECOND SET OF OBSERVATIONS WAS MADE AND THE
 DW0798'RESULTS MEANED.  DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS--
 DW0798'
 DW0798'THE STATION IS LOCATED ABOUT 7 MILES EAST OF THE COLORADO
 DW0798'RIVER BRIDGE AT BLYTHE, CALIFORNIA, 1/2 MILE NORTH OF U.S.
 DW0798'HIGHWAY 60 AND 70 AND 0.3 MILE EAST OF A CONCRETE BRIDGE ON THE
 DW0798'OLD HIGHWAY.
 DW0798'
 DW0798'TO REACH THE STATION FROM THE ARIZONA QUARANTINE CHECK STATION
 DW0798'AT EHRENBERG, GO EAST ON U.S. HIGHWAY 60 AND 70 FOR 6.4 MILES TO
 DW0798'A BRIDGE ACROSS WASH, CONTINUE EASTERLY ON U.S. HIGHWAY 60 AND 70
 DW0798'FOR 0.4 MILE TO THE OLD HIGHWAY ON THE RIGHT, CONTINUE EAST
 DW0798'FOR 0.1 MILE TO A SIDE ROAD LEFT (OLD HIGHWAY), TURN SHARP LEFT
 DW0798'AND GO SOUTHWEST ON OLD HIGHWAY PASSING A SMALL SHED ON THE
 DW0798'LEFT, CONTINUE FOR 0.75 MILE TO THE STATION ON THE LEFT ON A
 DW0798'SMALL KNOLL.
 DW0798'
 DW0798'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN THE
 DW0798'TOP OF A 4 INCH TILE WHICH PROJECTS ABOUT 4 INCHES AND IS
 DW0798'STAMPED LOST 1935.  THE MARK IS 4 FEET SOUTHEAST OF A WITNESS
 DW0798'POST AND 23 FEET SOUTH OF THE EDGE OF ROAD BANK WHICH IS ABOUT
 DW0798'20 FEET ABOVE OLD ROAD BED.
 DW0798'
 DW0798'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DW0798'OF A 4 INCH TILE WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 DW0798'LOST NO 1 1935.  THE MARK IS 24 FEET SOUTH OF A WITNESS POST
 DW0798'AND 39 FEET SOUTHEAST OF THE EDGE OF ROAD BANK WHICH IS ABOUT
 DW0798'20 FEET ABOVE THE OLD ROAD BED.
 DW0798'
 DW0798'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 4
 DW0798'INCH TILE WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED LOST
 DW0798'NO 2 1935.  THE MARK IS 30 FEET SOUTH OF A WITNESS POST AND
 DW0798'42 FEET SOUTHEAST OF THE EDGE OF ROAD BANK WHICH IS 20 FEET
 DW0798'ABOVE THE OLD ROAD BED.
 DW0798'
 DW0798'AZIMUTH MARK, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DW0798'A CONCRETE BRIDGE AND IS STAMPED LOST NO 3 1935.  THE MARK
 DW0798'IS IN THE EAST END OF THE SOUTH RAILING OF A CONCRETE BRIDGE.
 DW0798'
 DW0798'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 DW0798'OLD HIGHWAY FOR 0.3 MILE TO CONCRETE BRIDGE AND MARK AS
 DW0798'DESCRIBED.
 DW0798'
 DW0798'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 DW0798'IS 30.50 FEET OR 9.298 METERS.
 DW0798'
 DW0798'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DW0798
 DW0798                          STATION RECOVERY (1962)
 DW0798
 DW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0798'8.6 MI E FROM EHRENBERG.
 DW0798'ABOUT 7.7 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0798'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE 0.9
 DW0798'MILES NORTHWEST ALONG OLD U.S. HIGHWAY 60 TO THE TOP OF A KNOLL
 DW0798'SOUTH OF THE OLD HIGHWAY WHICH IS THE FIRST KNOLL EAST OF A
 DW0798'BRIDGE ON THE OLD HIGHWAY, 66.3 FEET SOUTH OF THE CENTER OF THE
 DW0798'OLD HIGHWAY, 4.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 18
 DW0798'FEET ABOVE THE LEVEL OF THE OLD HIGHWAY, AND SET IN TOP OF A
 DW0798'4 INCH PIPE FILLED WITH CONCRETE PROJECTING 5 INCHES.
 DW0798
 DW0798                          STATION RECOVERY (1965)
 DW0798
 DW0798'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (CCS)
 DW0798'STATION MARK, REFERENCE MARKS 2, 3, AND AZIMUTH MARK RECOVERED
 DW0798'AND DESCRIPTION ADEQUATE
 DW0798'
 DW0798'REFERENCE MARK NO 1 FOUND DESTROYED.
 DW0798
 DW0798                          STATION RECOVERY (1971)
 DW0798
 DW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RLE)
 DW0798'LOST 1935-STATION AND TWO REFERENCE MARKS WERE RECOVERED IN
 DW0798'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A
 DW0798'REVISED TO REACH FOLLOWS--
 DW0798'
 DW0798'TO REACH FROM THE PORT OF ENTRY STATION AT THE ARIZONA STATE
 DW0798'LINE ON U.S. HIGHWAYS 60 AND 70, GO EAST FOR 6.7 MILES ON
 DW0798'INTERSTATE NO. 10 TO AN OVERPASS AND EXIT.  LEAVE INTERSTATE
 DW0798'NO. 10 AND GO NORTH FOR 0.5 MILE TO OLD HIGHWAY PAVEMENT,
 DW0798'TURN RIGHT AND GO EAST 0.75 MILE TO A CUT IN SMALL HILL AND
 DW0798'STATION LOCATED ON RIGHT SIDE OF OLD HIGHWAY ABOUT 20 FEET
 DW0798'ABOVE ROAD LEVEL.
 DW0798
 DW0798                          STATION RECOVERY (1981)
 DW0798
 DW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0798'THE STATION, RM 1, RM 2 AND RM 3 WERE FOUND AS DESCRIBED.
 DW0798
 DW0798                          STATION RECOVERY (1981)
 DW0798
 DW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0798'STATION RECOVERED AS DESCRIBED.
 DW0798
 DW0798                          STATION RECOVERY (1981)
 DW0798
 DW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0592 ***********************************************************************
 FP0592  DESIGNATION -  LOST
 FP0592  PID         -  FP0592
 FP0592  STATE/COUNTY-  AZ/APACHE
 FP0592  USGS QUAD   -  BURNTWATER WASH (1971)
 FP0592
 FP0592                         *CURRENT SURVEY CONTROL
 FP0592  ___________________________________________________________________
 FP0592* NAD 83(1992)-  35 16 20.57090(N)    109 20 19.96325(W)     ADJUSTED  
 FP0592* NAVD 88     -      1975.0    (meters)    6480.     (feet)  VERTCON   
 FP0592  ___________________________________________________________________
 FP0592  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 FP0592  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 FP0592  HORZ ORDER  -  SECOND
 FP0592
 FP0592.The horizontal coordinates were established by classical geodetic methods
 FP0592.and adjusted by the National Geodetic Survey in August 1993.
 FP0592
 FP0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0592
 FP0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0592
 FP0592.The geoid height was determined by GEOID03.
 FP0592
 FP0592;                    North         East     Units Scale Factor Converg.
 FP0592;SPC AZ E     -   474,104.123   288,669.332   MT  0.99996987   +0 28 40.9
 FP0592;SPC AZ E     - 1,555,459.72    947,077.86   iFT  0.99996987   +0 28 40.9
 FP0592;UTM  12      - 3,904,514.655   651,083.165   MT  0.99988131   +0 57 33.9
 FP0592
 FP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0592!SPC AZ E     -   0.99969361  x   0.99996987  =   0.99966349
 FP0592!UTM  12      -   0.99969361  x   0.99988131  =   0.99957496
 FP0592
 FP0592:                Primary Azimuth Mark                     Grid Az
 FP0592:SPC AZ E     -  LOST AZ MK                               013 28 19.4
 FP0592:UTM  12      -  LOST AZ MK                               012 59 26.4
 FP0592
 FP0592|---------------------------------------------------------------------|
 FP0592| PID    Reference Object                     Distance      Geod. Az  |
 FP0592|                                                           dddmmss.s |
 FP0592| CD4514 LOST AZ MK                                         0135700.3 |
 FP0592| CD4515 LOST RM 1                             9.618 METERS 03815     |
 FP0592| CD4516 LOST RM 2                             8.050 METERS 29512     |
 FP0592|---------------------------------------------------------------------|
 FP0592
 FP0592                          SUPERSEDED SURVEY CONTROL
 FP0592
 FP0592  NAD 83(1986)-  35 16 20.56764(N)    109 20 19.96469(W) AD(       ) 2
 FP0592  NAD 27      -  35 16 20.47710(N)    109 20 17.60400(W) AD(       ) 2
 FP0592  NGVD 29 (07/19/86) 1974.0    (m)         6476.     (f) VERT ANG    3  
 FP0592
 FP0592.Superseded values are not recommended for survey control.
 FP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0592.See file dsdata.txt to determine how the superseded data were derived.
 FP0592
 FP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE5108304515(NAD 83)
 FP0592_MARKER: DS = TRIANGULATION STATION DISK
 FP0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0592
 FP0592  HISTORY     - Date     Condition        Report By
 FP0592  HISTORY     - 1959     MONUMENTED       CGS
 FP0592  HISTORY     - 1967     GOOD             CGS
 FP0592  HISTORY     - 1972     GOOD             USGS
 FP0592
 FP0592                          STATION DESCRIPTION
 FP0592
 FP0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0592'LOCATED ON THE NORTHEASTERN AND HIGHEST PART OF A WOODED
 FP0592'RIDGE ON THE NAVAJO INDIAN RESERVATION, ABOUT 3.5 MILES
 FP0592'NORTH OF SANDERS.
 FP0592'
 FP0592'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, GO
 FP0592'EASTWARD ON U.S. HIGHWAY 66 FOR 2.5 MILES TO THE CEDAR POINT
 FP0592'TRADING POST, TURN LEFT OFF THE HIGHWAY AND GO NORTHWEST ON
 FP0592'A BLADED ROAD FOR 0.95 MILE TO THE TOP OF THE GRADE.  STOP HERE TO
 FP0592'DETERMINE THE LOCATION OF THE STATION, AS A MAZE OF DIVERGING
 FP0592'TRACK ROADS MUST BE CROSSED, AND IT WOULD BE WELL TO BEAR
 FP0592'IN MIND THE GENERAL DIRECTION TO FOLLOW.  A PROMINENT BUSHY
 FP0592'PINYON PINE THAT STANDS BESIDE THE STATION IS VISIBLE FROM
 FP0592'THIS POINT, ON A RIDGE ABOUT 3 MILES DISTANT AT 315 DEGREES
 FP0592'NORTH MAGNETIC AZIMUTH.  CONTINUE AHEAD, KEEPING TO THE
 FP0592'MAIN TRAVELED ROAD FOR 0.25 MILE TO A FORK, TAKE THE
 FP0592'RIGHT FORK AND GO 0.3 MILE TO AN INTERSECTION, TAKE THE
 FP0592'CENTER OF THREE ROADS AND CONTINUE AHEAD FOR 1.05 MILES TO A DUG
 FP0592'EARTHEN RESERVOIR.  TAKE THE RIGHT OF THREE ROADS THAT
 FP0592'PASS CLOSEST TO THE WEST END OF THE RESERVOIR AND FOLLOW
 FP0592'IT UPGRADE FOR 0.65 MILE TO A FORK AT THE CREST OF A RIDGE,
 FP0592'TAKE THE RIGHT FORK AND GO 0.8 MILE TO THE TOP OF THE RIDGE
 FP0592'AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK,
 FP0592'CONTINUE NORTHWARD ON THIS ROAD FOR 0.5 MILE TO A CLEARING
 FP0592'AND THE MARK ON THE RIGHT.
 FP0592'
 FP0592'THE STATION MARK IS A STANDARD DISK STAMPED LOST 1959, SET IN A
 FP0592'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS ABOUT
 FP0592'150 FEET EAST OF THE ROAD AND IS 12.0 FEET WEST OF A WITNESS
 FP0592'POST.
 FP0592'
 FP0592'RM 1 IS A STANDARD DISK STAMPED LOST NO 1 1959, SET IN A
 FP0592'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, IS 27.0 FEET
 FP0592'NORTH OF THE WITNESS POST AND ON THE NORTHEAST EDGE OF THE
 FP0592'HILL.
 FP0592'
 FP0592'RM 2 IS A STANDARD DISK STAMPED LOST NO 2 1959, SET IN A
 FP0592'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 38.3
 FP0592'FEET WEST OF THE WITNESS POST.
 FP0592'
 FP0592'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOST 1959, SET
 FP0592'IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 62 FEET
 FP0592'EAST OF THE CENTER OF THE ROAD AND 3.2 FEET SOUTHWEST OF A
 FP0592'1 X 1 POST SET IN A MASS OF CONCRETE.
 FP0592
 FP0592                          STATION RECOVERY (1967)
 FP0592
 FP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FP0592'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FP0592'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 FP0592'STATION FOLLOWS.
 FP0592'
 FP0592'TO REACH THE STATION FROM THE CEDAR POINT TRADING POST, WHICH IS
 FP0592'2.5 MILES NORTHEAST OF SANDERS ON U.S. HIGHWAY 66.  CROSS OVER
 FP0592'THE OVERPASS TO A CATTLE GUARD WHICH IS DIRECTLY ACROSS FROM
 FP0592'THE TRADING POST.  FROM THE CATTLE GUARD, GO UPHILL, EASTERLY
 FP0592'ON THE LEFT HAND MAIN TRAVELED ROAD FOR 0.8 MILE TO THE
 FP0592'CREST OF THE HILL.  THE STATION CAN BE SEEN TO THE NORTH NEAR
 FP0592'AN EXTRA LARGE BUSHY PINION TREE.  FROM HERE ROADS ARE SUBJECT
 FP0592'TO CHANGE DUE TO CONSTRUCTION.  CONTINUE NORTHWESTERLY ON THE
 FP0592'MAIN TRAVELED ROAD FOR 2.0 MILES.  TURN RIGHT AND GO EAST AT
 FP0592'THE CROSS-ROAD FOR 0.1 MILE.  TAKE THE RIGHT FORK AND GO
 FP0592'EASTERLY FOR 0.3 MILE TO SOME INDIAN DWELLINGS.  CONTINUE
 FP0592'EASTERLY ON THE TRACK ROAD FOR 0.2 MILE TO A CROSS-ROAD.
 FP0592'CONTINUE NORTHEASTERLY, STRAIGHT AHEAD FOR 0.2 MILE TO A
 FP0592'REVERSE Y.  CONTINUE NORTHEASTERLY FOR 0.6 MILE TO THE STATION
 FP0592'ON THE RIGHT, EAST SIDE OF THE ROAD, ABOUT 120 FEET EAST OF
 FP0592'THE CENTER OF THE ROAD, NEAR THE HIGHEST PART OF THE
 FP0592'RIDGE.
 FP0592'
 FP0592'CONTINUE NORTH ON THE ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 FP0592'THE RIGHT, ABOUT 60 FEET EAST OF THE ROAD.
 FP0592
 FP0592                          STATION RECOVERY (1972)
 FP0592
 FP0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0592'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 FP0592'35 109 2 STATION 1008.  ALL MARKS IN GOOD CONDITION.  NEW
 FP0592'TO REACH FOLLOWS--
 FP0592'
 FP0592'TO REACH FROM JCT. OF I-40 AND ARIZONA STATE ROUTE 63 IN
 FP0592'CHAMBERS, GO N. ON ROUTE 63 FOR 4.8 MI TO THE S. BOUNDARY OF THE
 FP0592'NAVAJO INDIAN RESERVATION.  CONTINUE N. OF THE RESERVATION
 FP0592'BOUNDARY FENCE ALONG ROUTE 63 FOR 2.7 MI TO A GRADED X-RDS.
 FP0592'TURN RIGHT (E.) AND DRIVE ALONG GRADED FOR 6.1 MI TO A RD. FK.
 FP0592'TURN RIGHT (SW.) AND DRIVE ALONG GRADED RD. FOR 2.6 MI TO A
 FP0592'DIM X-RD.  TURN LEFT (S.) ON DIM X-RD. AND PROCEED SLIGHTLY
 FP0592'UPGRADE FOR 0.2 MI TO A Y-RD. FK.  TAKE LEFT FORK FOR 0.05
 FP0592'MI TO A DIM RD. FK. LEFT.  TURN LEFT (E.) AND PROCEED
 FP0592'GENERALLY UPGRADE THEN ALONG WOODED CREST FOR 0.6 MI TO TOP
 FP0592'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1073 ***********************************************************************
 FS1073  DESIGNATION -  LOST CABIN
 FS1073  PID         -  FS1073
 FS1073  STATE/COUNTY-  AZ/MOHAVE
 FS1073  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS1073
 FS1073                         *CURRENT SURVEY CONTROL
 FS1073  ___________________________________________________________________
 FS1073* NAD 83(1992)-  35 26 49.53497(N)    114 30 17.49293(W)     ADJUSTED  
 FS1073* NAVD 88     -      1253.8    (meters)    4114.     (feet)  VERTCON   
 FS1073  ___________________________________________________________________
 FS1073  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 FS1073  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS1073  HORZ ORDER  -  SECOND
 FS1073
 FS1073.The horizontal coordinates were established by classical geodetic methods
 FS1073.and adjusted by the National Geodetic Survey in August 1993.
 FS1073
 FS1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1073
 FS1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1073
 FS1073.The geoid height was determined by GEOID03.
 FS1073
 FS1073;                    North         East     Units Scale Factor Converg.
 FS1073;SPC AZ W     -   493,450.104   144,831.123   MT  0.99999119   -0 26 16.1
 FS1073;SPC AZ W     - 1,618,930.79    475,167.73   iFT  0.99999119   -0 26 16.1
 FS1073;SPC NV E     - 8,077,863.855   297,905.545   MT  1.00001809   +0 37 31.8
 FS1073;SPC NV E     -26,502,125.00    977,378.44   sFT  1.00001809   +0 37 31.8
 FS1073;UTM  11      - 3,925,486.660   726,463.974   MT  1.00023206   +1 26 51.6
 FS1073
 FS1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1073!SPC AZ W     -   0.99980779  x   0.99999119  =   0.99979898
 FS1073!SPC NV E     -   0.99980779  x   1.00001809  =   0.99982588
 FS1073!UTM  11      -   0.99980779  x   1.00023206  =   1.00003980
 FS1073
 FS1073:                Primary Azimuth Mark                     Grid Az
 FS1073:SPC AZ W     -  LOST CABIN AZ MK                         003 10 09.3
 FS1073:SPC NV E     -  LOST CABIN AZ MK                         002 06 21.4
 FS1073:UTM  11      -  LOST CABIN AZ MK                         001 17 01.6
 FS1073
 FS1073|---------------------------------------------------------------------|
 FS1073| PID    Reference Object                     Distance      Geod. Az  |
 FS1073|                                                           dddmmss.s |
 FS1073| CC5564 LOST CABIN AZ MK                                   0024353.2 |
 FS1073| FS1069 BLACK CAIRN                         APPROX.15.3 KM 1301021.7 |
 FS1073| CC5565 LOST CABIN RM 1                       4.163 METERS 20317     |
 FS1073| FS1072 LOST CABIN CAIRN SW                   1.640 METERS 22751     |
 FS1073| CC5566 LOST CABIN RM 2                       4.518 METERS 31540     |
 FS1073| FS1071 LOST CABIN CAIRN NW                 APPROX. 3.4 KM 3462550.9 |
 FS1073|---------------------------------------------------------------------|
 FS1073
 FS1073                          SUPERSEDED SURVEY CONTROL
 FS1073
 FS1073  NAD 83(1986)-  35 26 49.53464(N)    114 30 17.48469(W) AD(       ) 2
 FS1073  NAD 27      -  35 26 49.55600(N)    114 30 14.60600(W) AD(       ) 2
 FS1073  NGVD 29 (07/19/86) 1253.0    (m)         4111.     (f) VERT ANG    3  
 FS1073
 FS1073.Superseded values are not recommended for survey control.
 FS1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1073.See file dsdata.txt to determine how the superseded data were derived.
 FS1073
 FS1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2646425487(NAD 83)
 FS1073_MARKER: DS = TRIANGULATION STATION DISK
 FS1073_SETTING: 66 = SET IN ROCK OUTCROP
 FS1073
 FS1073  HISTORY     - Date     Condition        Report By
 FS1073  HISTORY     - 1948     MONUMENTED       CGS
 FS1073  HISTORY     - 1950     GOOD             CGS
 FS1073  HISTORY     - 1965     GOOD             CGS
 FS1073
 FS1073                          STATION DESCRIPTION
 FS1073
 FS1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1073'THE STATION IS ABOUT 3 MILES SOUTH OF THE OLD SEARCHLIGHT FERRY
 FS1073'ROAD WHERE IT CROSSES THE CREST OF THE RIDGE TO ASCEND INTO
 FS1073'COTTONWOOD VALLEY, ABOUT 3/4 MILE WEST OF LOST CABIN SPRINGS,
 FS1073'ON A KNOLL OF THE RIDGE AT THE EDGE OF THE BREAKS EAST OF THE
 FS1073'COLORADO RIVER, WITH HIGHER ELEVATION ABOUT 1/4 MILE NORTH.
 FS1073'
 FS1073'TO REACH THE STATION FROM KINGMAN GO NORTHWESTERLY ON U.S.
 FS1073'HIGHWAY 93-466 FOR 26.5 MILES TO TRACK ROAD AND OLD BUILDINGS
 FS1073'TO THE LEFT (SOUTH).  TURN LEFT PASSING THROUGH WIRE GATE
 FS1073'AND CONTINUE FOR 8.7 MILES TO A FORK.  TAKE LEFT FORK OFF MAIN
 FS1073'ROAD AND GO 3.2 MILES TO A FORK.  KEEP RIGHT FORK STRAIGHT
 FS1073'AHEAD FOR 0.15 TO A WASH AND STOCK CORRAL.  TURN RIGHT UP
 FS1073'WASH JUST BEFORE REACHING CORRAL AND CONTINUE ON VERY DIM TRACK
 FS1073'ROAD (SANDY AND HEAVY GOING) FOR ABOUT 0.6 MILE AND END OF
 FS1073'TRUCK TRAVEL.  CONTINUE ON FOOT WESTERLY UP RIDGE FOR ABOUT
 FS1073'1/4 MILE TO STATION.  ABOUT 1/4 HOUR PACK.
 FS1073'
 FS1073'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP PROJECTING
 FS1073'ABOUT 4 INCHES AND IS ABOUT 6 FEET NORTHEAST OF THE HIGHEST
 FS1073'POINT OF THE HILL.  IT IS STAMPED LOST CABIN 1948.
 FS1073'
 FS1073'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN OUTCROP
 FS1073'PROJECTING ABOUT 2 INCHES, AND IS ABOUT THE SAME ELEVATION
 FS1073'AS THE STATION.  IT IS STAMPED LOST CABIN NO 1 1948.
 FS1073'
 FS1073'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN OUTCROP
 FS1073'PROJECTING ABOUT 8 INCHES, AND IS ABOUT 1 FOOT EAST OF EDGE
 FS1073'OF RIM, AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS
 FS1073'STAMPED LOST CABIN NO 2 1948.
 FS1073'
 FS1073'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A VERY LARGE
 FS1073'BOULDER ABOUT 8 FEET EAST OF RIM, NEAR A MASSIVE VERTICAL
 FS1073'BOULDER WHOSE ELEVATION IS SLIGHTLY HIGHER THAN THE STATION.
 FS1073'IT IS STAMPED LOST CABIN 1948.
 FS1073
 FS1073                          STATION RECOVERY (1950)
 FS1073
 FS1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1073'THE STATION WAS FOUND TO BE AS DESCRIBED WITH THE FOLLOWING
 FS1073'EXCEPTIONS--
 FS1073'
 FS1073'THE MASSIVE BOULDER MENTIONED NEAR THE AZIMUTH MARK IS SLIGHTLY
 FS1073'LOWER THAN THE STATION MARK INSTEAD OF SLIGHTLY HIGHER.
 FS1073'
 FS1073'TWO NEW ROADS HAVE BEEN BUILT MAKING THE DESCRIPTION OF THE
 FS1073'ROUTE TO THE STATION OBSOLETE.  THE NEW ROUTE FOLLOWS--TO REACH
 FS1073'FROM KINGMAN GO NORTHWESTERLY ON U.S. HIGHWAY 93- 466 FOR 26.5
 FS1073'MILES TO A BLADED DIRT ROAD LEFT, WEST, JUST SOUTHEAST OF THE
 FS1073'RUINS OF A GROUP OF BUILDINGS.  TURN LEFT, PASSING THROUGH A
 FS1073'GATE AND GO WESTERLY ON THE BLADED ROAD FOR 8.7 MILES TO A
 FS1073'FORK.  TAKE LEFT FORK AND GO 1.1 MILE TO FORKS (NEW ROAD GOES
 FS1073'TO RIGHT).  TAKE THE LEFT FORK FOR 0.3 MILE TO CROSSROADS.
 FS1073'KEEP STRAIGHT AHEAD SOUTHWESTERLY FOR 1.7 MILE TO CROSSROADS.
 FS1073'KEEP STRAIGHT AHEAD FOR 0.1 MILE TO A STOCK CORRAL IN A
 FS1073'WASH.  TURN RIGHT, WESTERLY, UP THE WASH FOR 0.6 MILE.  BEAR
 FS1073'RIGHT OUT OF THE WASH UP STEEP RIDGE FOR 0.3 MILE TO THE
 FS1073'EAST BASE OF A HILL AND THE END OF TRUCK TRAVEL.  FROM HERE
 FS1073'PACK WESTERLY UP EAST SLOPE OF THE HILL TO THE SUMMIT AND
 FS1073'STATION.  A 5 MINUTE PACK.
 FS1073'
 FS1073'ALL MARKS ARE IN GOOD CONDITION AND DISTANCES AND MEASUREMENTS
 FS1073'WERE CHECKED.
 FS1073
 FS1073                          STATION RECOVERY (1965)
 FS1073
 FS1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FS1073'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FS1073'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 FS1073'
 FS1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 WITH
 FS1073'93 AND 466, IN THE WEST EDGE OF KINGMAN, GO NORTHWESTERLY
 FS1073'ON U.S. HIGHWAY 93 AND 466 FOR 25.7 MILES TO A GRAVELED SIDE
 FS1073'ROAD AND A SIGN COTTONWOOD ROAD.  TURN LEFT ONTO THE GRAVELED
 FS1073'ROAD AND GO WESTERLY FOR 3.0 MILES, TAKE THE RIGHT FORK AND
 FS1073'CONTINUE WESTERLY FOR 5.4 MILES TO A SIDE ROAD, LEFT.  TURN LEFT
 FS1073'OFF THE MAIN ROAD AND FOLLOW A DIRT ROAD SOUTH FOR 1.3 MILES.
 FS1073'TAKE THE LEFT FORK, SOUTH FOR 0.2 MILE TO A CROSS ROAD.
 FS1073'CONTINUE STRAIGHT AHEAD SOUTH AND WESTERLY FOR 1.7 MILES TO A
 FS1073'REVERSE FORK.  CONTINUE STRAIGHT AHEAD, SOUTH FOR 0.1 MILE
 FS1073'TO A CORRAL AND A FENCE WHICH RUNS WESTERLY UP A RAVINE.
 FS1073'FOLLOW WESTERLY ALONG THE NORTH SIDE OF THE FENCE LINE FOR
 FS1073'0.6 MILE TO A FENCE CORNER AND THE END OF TRUCK TRAVEL.  PACK
 FS1073'WESTERLY UPHILL FOR ABOUT 0.25 MILE TO THE HIGHEST POINT
 FS1073'AND THE STATION.  IT IS ABOUT A 10 MINUTE PACK.  THE
 FS1073'STATION CAN BE DRIVEN BY FOLLOWING ALONG THE SOUTH SIDE
 FS1073'OF THE FENCE LINE OVER ROUGH TERRAIN WITH A 4-WHEEL
 FS1073'DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1071 ***********************************************************************
 FS1071  DESIGNATION -  LOST CABIN CAIRN NW
 FS1071  PID         -  FS1071
 FS1071  STATE/COUNTY-  AZ/MOHAVE
 FS1071  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS1071
 FS1071                         *CURRENT SURVEY CONTROL
 FS1071  ___________________________________________________________________
 FS1071* NAD 83(1992)-  35 28 36.31926(N)    114 30 49.00099(W)     ADJUSTED  
 FS1071* NAVD 88     -              **(meters)            **(feet)            
 FS1071  ___________________________________________________________________
 FS1071  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 FS1071  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FS1071  HORZ ORDER  -  THIRD
 FS1071
 FS1071.The horizontal coordinates were established by classical geodetic methods
 FS1071.and adjusted by the National Geodetic Survey in August 1993.
 FS1071
 FS1071
 FS1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1071
 FS1071.The geoid height was determined by GEOID03.
 FS1071
 FS1071;                    North         East     Units Scale Factor Converg.
 FS1071;SPC AZ W     -   496,747.092   144,061.994   MT  0.99999249   -0 26 35.5
 FS1071;SPC AZ W     - 1,629,747.68    472,644.34   iFT  0.99999249   -0 26 35.5
 FS1071;SPC NV E     - 8,081,146.080   297,075.323   MT  1.00001609   +0 37 15.2
 FS1071;SPC NV E     -26,512,893.43    974,654.62   sFT  1.00001609   +0 37 15.2
 FS1071;UTM  11      - 3,928,757.324   725,586.538   MT  1.00022717   +1 26 37.1
 FS1071
 FS1071                          SUPERSEDED SURVEY CONTROL
 FS1071
 FS1071  NAD 83(1986)-  35 28 36.31724(N)    114 30 48.99480(W) AD(       ) 4
 FS1071  NAD 27      -  35 28 36.33500(N)    114 30 46.11700(W) AD(       ) 3
 FS1071
 FS1071.Superseded values are not recommended for survey control.
 FS1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1071.See file dsdata.txt to determine how the superseded data were derived.
 FS1071
 FS1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2558728757(NAD 83)
 FS1071_MARKER: 72 = CAIRN
 FS1071
 FS1071  HISTORY     - Date     Condition        Report By
 FS1071  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1071  HISTORY     - 1950     GOOD             CGS
 FS1071
 FS1071                          STATION DESCRIPTION
 FS1071
 FS1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1071'THE STATION IS 21 MILES WESTNORTHWEST OF CHLORIDE, 10 MILES
 FS1071'WEST OF U.S. HIGHWAY 93 AND 466, AND 9 MILES EAST OF THE COLORADO
 FS1071'RIVER, ON A HIGH RIDGE OF THE BLACK MOUNTAINS.  IT IS ON THE
 FS1071'SUMMIT OF A HILL ON THE RIDGE AND IS VISIBLE FOR A RADIUS OF
 FS1071'SEVERAL MILES.
 FS1071'
 FS1071'THE STATION IS A LARGE SYMMETRICAL ROCK CAIRN APPROXIMATELY
 FS1071'5 FEET HIGH.
 FS1071'
 FS1071'THE CENTER OF THE TOP OF THE CAIRN WAS USED FOR POINTINGS.
 FS1071
 FS1071                          STATION RECOVERY (1950)
 FS1071
 FS1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1071'STATION WAS RECOVERED AS DESCRIBED IN 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1072 ***********************************************************************
 FS1072  DESIGNATION -  LOST CABIN CAIRN SW
 FS1072  PID         -  FS1072
 FS1072  STATE/COUNTY-  AZ/MOHAVE
 FS1072  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS1072
 FS1072                         *CURRENT SURVEY CONTROL
 FS1072  ___________________________________________________________________
 FS1072* NAD 83(1992)-  35 26 49.49926(N)    114 30 17.54114(W)     ADJUSTED  
 FS1072* NAVD 88     -      1253.     (meters)    4111.     (feet)  SCALED    
 FS1072  ___________________________________________________________________
 FS1072  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 FS1072  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS1072  HORZ ORDER  -  SECOND
 FS1072
 FS1072.The horizontal coordinates were established by classical geodetic methods
 FS1072.and adjusted by the National Geodetic Survey in August 1993.
 FS1072
 FS1072.The orthometric height was scaled from a topographic map.
 FS1072
 FS1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1072
 FS1072.The geoid height was determined by GEOID03.
 FS1072
 FS1072;                    North         East     Units Scale Factor Converg.
 FS1072;SPC AZ W     -   493,449.013   144,829.899   MT  0.99999119   -0 26 16.1
 FS1072;SPC AZ W     - 1,618,927.21    475,163.71   iFT  0.99999119   -0 26 16.1
 FS1072;SPC NV E     - 8,077,862.741   297,904.341   MT  1.00001809   +0 37 31.8
 FS1072;SPC NV E     -26,502,121.34    977,374.49   sFT  1.00001809   +0 37 31.8
 FS1072;UTM  11      - 3,925,485.528   726,462.786   MT  1.00023205   +1 26 51.6
 FS1072
 FS1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1072!SPC AZ W     -   0.99980795  x   0.99999119  =   0.99979914
 FS1072!SPC NV E     -   0.99980795  x   1.00001809  =   0.99982603
 FS1072!UTM  11      -   0.99980795  x   1.00023205  =   1.00003995
 FS1072
 FS1072                          SUPERSEDED SURVEY CONTROL
 FS1072
 FS1072  NAD 83(1986)-  35 26 49.49893(N)    114 30 17.53291(W) AD(       ) 2
 FS1072  NAD 27      -  35 26 49.52000(N)    114 30 14.65400(W) AD(       ) 2
 FS1072
 FS1072.Superseded values are not recommended for survey control.
 FS1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1072.See file dsdata.txt to determine how the superseded data were derived.
 FS1072
 FS1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2646325486(NAD 83)
 FS1072_MARKER: 72 = CAIRN
 FS1072
 FS1072  HISTORY     - Date     Condition        Report By
 FS1072  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1072
 FS1072                          STATION DESCRIPTION
 FS1072
 FS1072'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0800 ***********************************************************************
 DW0800  DESIGNATION -  LOST RM 1
 DW0800  PID         -  DW0800
 DW0800  STATE/COUNTY-  AZ/LA PAZ
 DW0800  USGS QUAD   -  LA PAZ MTN (1970)
 DW0800
 DW0800                         *CURRENT SURVEY CONTROL
 DW0800  ___________________________________________________________________
 DW0800* NAD 83(1986)-  33 37 56.     (N)    114 25 12.     (W)     SCALED    
 DW0800* NAVD 88     -       227.94   (+/-2cm)     747.8    (feet)  VERTCON   
 DW0800  ___________________________________________________________________
 DW0800  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DW0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0800
 DW0800.The horizontal coordinates were scaled from a topographic map and have
 DW0800.an estimated accuracy of +/- 6 seconds.
 DW0800
 DW0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0800.The vertical order pertains to the NGVD 29 superseded value.
 DW0800
 DW0800.The geoid height was determined by GEOID03.
 DW0800
 DW0800;                    North         East    Units  Estimated Accuracy
 DW0800;SPC AZ W     -   292,080.      151,200.      MT  (+/- 180 meters Scaled)
 DW0800
 DW0800                          SUPERSEDED SURVEY CONTROL
 DW0800
 DW0800  NGVD 29 (??/??/??)  227.259  (m)          745.60   (f) ADJUSTED    2 0
 DW0800
 DW0800.Superseded values are not recommended for survey control.
 DW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0800.See file dsdata.txt to determine how the superseded data were derived.
 DW0800
 DW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT393243(NAD 83)
 DW0800_MARKER: DR = REFERENCE MARK DISK
 DW0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0800_STAMPING: LOST NO 1 1935
 DW0800_MARK LOGO: CGS   
 DW0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0800+STABILITY: SURFACE MOTION
 DW0800
 DW0800  HISTORY     - Date     Condition        Report By
 DW0800  HISTORY     - 1935     MONUMENTED       CGS
 DW0800  HISTORY     - 1962     GOOD             NGS
 DW0800  HISTORY     - 1981     GOOD             NGS
 DW0800
 DW0800                          STATION DESCRIPTION
 DW0800
 DW0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0800'8.6 MI E FROM EHRENBERG.
 DW0800'ABOUT 7.7 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0800'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0800'0.9 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 60 TO THE TOP OF A
 DW0800'KNOLL SOUTH OF THE OLD HIGHWAY WHICH IS THE FIRST KNOLL EAST
 DW0800'OF A BRIDGE ON THE OLD HIGHWAY, 67 FEET SOUTH OF THE CENTER OF
 DW0800'THE OLD HIGHWAY, 20.9 FEET SOUTH WEST OF TRIANGULATION STATION
 DW0800'LOST, 24.6 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN
 DW0800'TOP OF A 4 INCH PIPE FILLED WITH CONCRETE PROJECTING 4 INCHES.
 DW0800
 DW0800                          STATION RECOVERY (1981)
 DW0800
 DW0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0799 ***********************************************************************
 DW0799  DESIGNATION -  LOST RM 2
 DW0799  PID         -  DW0799
 DW0799  STATE/COUNTY-  AZ/LA PAZ
 DW0799  USGS QUAD   -  LA PAZ MTN (1970)
 DW0799
 DW0799                         *CURRENT SURVEY CONTROL
 DW0799  ___________________________________________________________________
 DW0799* NAD 83(1986)-  33 37 57.     (N)    114 25 12.     (W)     SCALED    
 DW0799* NAVD 88     -       227.54   (+/-2cm)     746.5    (feet)  VERTCON   
 DW0799  ___________________________________________________________________
 DW0799  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DW0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0799
 DW0799.The horizontal coordinates were scaled from a topographic map and have
 DW0799.an estimated accuracy of +/- 6 seconds.
 DW0799
 DW0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0799.The vertical order pertains to the NGVD 29 superseded value.
 DW0799
 DW0799.The geoid height was determined by GEOID03.
 DW0799
 DW0799;                    North         East    Units  Estimated Accuracy
 DW0799;SPC AZ W     -   292,110.      151,200.      MT  (+/- 180 meters Scaled)
 DW0799
 DW0799                          SUPERSEDED SURVEY CONTROL
 DW0799
 DW0799  NGVD 29 (??/??/??)  226.859  (m)          744.29   (f) ADJUSTED    2 0
 DW0799
 DW0799.Superseded values are not recommended for survey control.
 DW0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0799.See file dsdata.txt to determine how the superseded data were derived.
 DW0799
 DW0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT393243(NAD 83)
 DW0799_MARKER: DR = REFERENCE MARK DISK
 DW0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0799_STAMPING: LOST NO 2 1935
 DW0799_MARK LOGO: CGS   
 DW0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0799+STABILITY: SURFACE MOTION
 DW0799
 DW0799  HISTORY     - Date     Condition        Report By
 DW0799  HISTORY     - 1935     MONUMENTED       CGS
 DW0799  HISTORY     - 1962     GOOD             NGS
 DW0799  HISTORY     - 1981     GOOD             NGS
 DW0799
 DW0799                          STATION DESCRIPTION
 DW0799
 DW0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0799'8.6 MI E FROM EHRENBERG.
 DW0799'ABOUT 7.7 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0799'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0799'0.9 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 60 TO THE TOP OF A
 DW0799'KNOLL SOUTH OF THE OLD HIGHWAY WHICH IS THE FIRST KNOLL EAST
 DW0799'OF A BRIDGE ON THE OLD HIGHWAY, 69 FEET SOUTH OF THE CENTER OF
 DW0799'THE OLD HIGHWAY, 27.1 FEET SOUTHEAST OF TRIANGULATION STATION
 DW0799'LOST, 30.4 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 DW0799'SET IN TOP OF A 4 INCH PIPE FILLED WITH CONCRETE PROJECTING 5
 DW0799'INCHES.
 DW0799
 DW0799                          STATION RECOVERY (1981)
 DW0799
 DW0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0802 ***********************************************************************
 DW0802  DESIGNATION -  LOST RM 3 AZIMUTH
 DW0802  PID         -  DW0802
 DW0802  STATE/COUNTY-  AZ/LA PAZ
 DW0802  USGS QUAD   -  LA PAZ MTN (1970)
 DW0802
 DW0802                         *CURRENT SURVEY CONTROL
 DW0802  ___________________________________________________________________
 DW0802* NAD 83(1986)-  33 37 52.     (N)    114 25 30.     (W)     SCALED    
 DW0802* NAVD 88     -       204.71   (+/-2cm)     671.6    (feet)  VERTCON   
 DW0802  ___________________________________________________________________
 DW0802  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DW0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0802
 DW0802.The horizontal coordinates were scaled from a topographic map and have
 DW0802.an estimated accuracy of +/- 6 seconds.
 DW0802
 DW0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0802.The vertical order pertains to the NGVD 29 superseded value.
 DW0802
 DW0802.The geoid height was determined by GEOID03.
 DW0802
 DW0802;                    North         East    Units  Estimated Accuracy
 DW0802;SPC AZ W     -   291,960.      150,740.      MT  (+/- 180 meters Scaled)
 DW0802
 DW0802                          SUPERSEDED SURVEY CONTROL
 DW0802
 DW0802  NGVD 29 (??/??/??)  204.027  (m)          669.38   (f) ADJUSTED    2 0
 DW0802
 DW0802.Superseded values are not recommended for survey control.
 DW0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0802.See file dsdata.txt to determine how the superseded data were derived.
 DW0802
 DW0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT388242(NAD 83)
 DW0802_MARKER: DR = REFERENCE MARK DISK
 DW0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0802_SP_SET: BRIDGE WINGWALL
 DW0802_STAMPING: LOST NO3 1935
 DW0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0802
 DW0802  HISTORY     - Date     Condition        Report By
 DW0802  HISTORY     - 1935     MONUMENTED       CGS
 DW0802  HISTORY     - 1962     GOOD             NGS
 DW0802  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0802
 DW0802                          STATION DESCRIPTION
 DW0802
 DW0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0802'8.9 MI E FROM EHRENBERG.
 DW0802'ABOUT 7.7 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0802'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER TO THE JUNCTION
 DW0802'OF OLD U.S. HIGHWAY 60 LEADING NORTHWEST, THENCE 1.2 MILES
 DW0802'NORTHWEST ALONG THE OLD HIGHWAY TO A 60 FOOT CONCRETE BRIDGE,
 DW0802'SET IN TOP OF THE NORTHWEST END OF THE WINGWALL AT THE SOUTHEAST
 DW0802'CORNER OF THE BRIDGE, 12 FEET SOUTHWEST OF THE CENTER OF THE OLD
 DW0802'HIGHWAY, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD HIGHWAY.
 DW0802
 DW0802                          STATION RECOVERY (1981)
 DW0802
 DW0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0802'NOT RECOVERED. NOTE-WINGWALL DESCRIBED HAS BEEN DESTROYED, MARK IS
 DW0802'BELIEVED LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0862 ***********************************************************************
 FR0862  DESIGNATION -  LOW
 FR0862  PID         -  FR0862
 FR0862  STATE/COUNTY-  AZ/COCONINO
 FR0862  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0862
 FR0862                         *CURRENT SURVEY CONTROL
 FR0862  ___________________________________________________________________
 FR0862* NAD 83(1992)-  35 17 49.92577(N)    112 00 15.64291(W)     ADJUSTED  
 FR0862* NAVD 88     -      2240.     (meters)    7349.     (feet)  SCALED    
 FR0862  ___________________________________________________________________
 FR0862  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 FR0862  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FR0862  HORZ ORDER  -  SECOND
 FR0862
 FR0862.The horizontal coordinates were established by classical geodetic methods
 FR0862.and adjusted by the National Geodetic Survey in August 1993.
 FR0862
 FR0862.The orthometric height was scaled from a topographic map.
 FR0862
 FR0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0862
 FR0862.The geoid height was determined by GEOID03.
 FR0862
 FR0862;                    North         East     Units Scale Factor Converg.
 FR0862;SPC AZ C     -   476,546.971   205,385.827   MT  0.99990078   -0 03 02.4
 FR0862;SPC AZ C     - 1,563,474.31    673,838.02   iFT  0.99990078   -0 03 02.4
 FR0862;UTM  12      - 3,906,464.889   408,682.875   MT  0.99970276   -0 34 49.3
 FR0862
 FR0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0862!SPC AZ C     -   0.99965217  x   0.99990078  =   0.99955298
 FR0862!UTM  12      -   0.99965217  x   0.99970276  =   0.99935503
 FR0862
 FR0862|---------------------------------------------------------------------|
 FR0862| PID    Reference Object                     Distance      Geod. Az  |
 FR0862|                                                           dddmmss.s |
 FR0862| CH3593 LOW RM 2                              5.676 METERS 23422     |
 FR0862| FR0860 SITGREAVES MTN                      APPROX. 5.0 KM 3580151.1 |
 FR0862| CH3592 LOW RM 1                              6.475 METERS 35804     |
 FR0862|---------------------------------------------------------------------|
 FR0862
 FR0862                          SUPERSEDED SURVEY CONTROL
 FR0862
 FR0862  NAD 83(1986)-  35 17 49.92351(N)    112 00 15.63936(W) AD(       ) 2
 FR0862  NAD 27      -  35 17 49.88920(N)    112 00 13.05810(W) AD(       ) 2
 FR0862
 FR0862.Superseded values are not recommended for survey control.
 FR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0862.See file dsdata.txt to determine how the superseded data were derived.
 FR0862
 FR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0868306465(NAD 83)
 FR0862_MARKER: DS = TRIANGULATION STATION DISK
 FR0862_SETTING: 80 = SET IN A BOULDER
 FR0862_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0862
 FR0862  HISTORY     - Date     Condition        Report By
 FR0862  HISTORY     - 1958     MONUMENTED       CGS
 FR0862
 FR0862                          STATION DESCRIPTION
 FR0862
 FR0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0862'THE STATION IS LOCATED ON THE SOUTHWEST END OF A U-SHAPED
 FR0862'RIDGE THAT IS COVERED WITH PINE TREES AND ROCKS.  IT IS ABOUT
 FR0862'11 MILES EAST NORTHEAST OF WILLIAMS, 3 MILES SOUTH OF SITGREAVES
 FR0862'MOUNTAIN AND 1/2 MILE SOUTH OF THE EL PASO NATURAL GAS CO.
 FR0862'PIPELINE.
 FR0862'
 FR0862'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS, GO EAST
 FR0862'ON U.S. HIGHWAY 66 AND 89 FOR 2.3 MILES TO THE JUNCTION OF
 FR0862'STATE HIGHWAY 64, CONTINUE EAST ON U.S. HIGHWAY 66 AND 89 FOR
 FR0862'6.1 MILES TO THE WAGON WHEEL MOTEL AND SERVICE STATION ON THE
 FR0862'LEFT, CONTINUE EAST ON THE HIGHWAY FOR 2.3 MILES TO A STOCK
 FR0862'GUARD ON EACH SIDE OF THE HIGHWAY, TURN LEFT, NORTH, FOLLOW
 FR0862'THE GRADED DIRT ROAD NORTHERLY FOR 2.7 MILES TO A STOCK GUARD,
 FR0862'CONTINUE AHEAD ON THE DIRT ROAD FOR 0.3 MILE TO THE EL PASO
 FR0862'NATURAL GAS CO. PIPELINE AND PUMPING STATION NO. 33 ON THE
 FR0862'RIGHT, TURN LEFT, WEST, FOLLOW THE TRACK ROAD ALONG THE
 FR0862'PIPELINE FOR 0.3 MILE, TURN LEFT, GO SOUTH ACROSS COUNTRY FOR
 FR0862'0.1 MILE TO AN OLD TRACK ROAD AND FENCELINE, TURN RIGHT AND FOLLOW
 FR0862'THE TRACK ROAD AROUND THE HILL FOR 0.6 MILE, TURN LEFT
 FR0862'LEAVING THE ROAD AND GO ACROSS COUNTRY UPHILL FOR 0.5 MILE
 FR0862'TO THE STATION.
 FR0862'
 FR0862'THE STATION MARK, STAMPED LOW 1958, IS A STANDARD DISK
 FR0862'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 FR0862'IT IS ABOUT 10 FEET BELOW THE HIGHEST PART OF THE HILL AND
 FR0862'5 FEET WEST OF A WITNESS SIGN POST.
 FR0862'
 FR0862'REFERENCE MARK NO. 1, STAMPED LOW NO 1 1958, IS A STANDARD
 FR0862'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 FR0862'PROJECTS 12 INCHES.  IT IS 25 FEET NORTHWEST OF A WITNESS SIGN
 FR0862'POST AND ABOUT 2 FEET HIGHER THAN THE STATION.
 FR0862'
 FR0862'REFERENCE MARK NO. 2, STAMPED LOW NO 2 1958, IS A STANDARD
 FR0862'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 FR0862'PROJECTS 12 INCHES.  IT IS 20 FEET SOUTHWEST OF A WITNESS
 FR0862'SIGN POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 FR0862'
 FR0862'A 4-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0399 ***********************************************************************
 GQ0399  DESIGNATION -  LOW
 GQ0399  PID         -  GQ0399
 GQ0399  STATE/COUNTY-  AZ/MOHAVE
 GQ0399  USGS QUAD   -  LIZARD POINT (1979)
 GQ0399
 GQ0399                         *CURRENT SURVEY CONTROL
 GQ0399  ___________________________________________________________________
 GQ0399* NAD 83(1992)-  36 55 21.67194(N)    113 33 40.96054(W)     ADJUSTED  
 GQ0399* NAVD 88     -      1033.3    (meters)    3390.     (feet)  VERTCON   
 GQ0399  ___________________________________________________________________
 GQ0399  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 GQ0399  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 GQ0399  HORZ ORDER  -  THIRD
 GQ0399
 GQ0399.The horizontal coordinates were established by classical geodetic methods
 GQ0399.and adjusted by the National Geodetic Survey in November 1997.
 GQ0399
 GQ0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0399
 GQ0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0399
 GQ0399.The geoid height was determined by GEOID03.
 GQ0399
 GQ0399;                    North         East     Units Scale Factor Converg.
 GQ0399;SPC AZ W     -   656,929.475   230,165.438   MT  0.99993681   +0 06 47.9
 GQ0399;SPC AZ W     - 2,155,280.43    755,135.95   iFT  0.99993681   +0 06 47.9
 GQ0399;SPC UT S     - 3,030,438.755   316,330.927   MT  1.00006340   -1 15 46.7
 GQ0399;UTM  12      - 4,089,360.576   271,846.794   MT  1.00024131   -1 32 21.8
 GQ0399
 GQ0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0399!SPC AZ W     -   0.99984169  x   0.99993681  =   0.99977851
 GQ0399!SPC UT S     -   0.99984169  x   1.00006340  =   0.99990508
 GQ0399!UTM  12      -   0.99984169  x   1.00024131  =   1.00008296
 GQ0399
 GQ0399|---------------------------------------------------------------------|
 GQ0399| PID    Reference Object                     Distance      Geod. Az  |
 GQ0399|                                                           dddmmss.s |
 GQ0399| CH3590 LOW RM 1                              9.273 METERS 11726     |
 GQ0399| CH3589 LOW AZ MK                                          1363721.3 |
 GQ0399| CH3591 LOW RM 2                              6.915 METERS 20452     |
 GQ0399|---------------------------------------------------------------------|
 GQ0399
 GQ0399                          SUPERSEDED SURVEY CONTROL
 GQ0399
 GQ0399  NAD 83(1992)-  36 55 21.66980(N)    113 33 40.96160(W) AD(       ) 3
 GQ0399  NAD 83(1986)-  36 55 21.66760(N)    113 33 40.96021(W) AD(       ) 3
 GQ0399  NAD 27      -  36 55 21.73600(N)    113 33 38.12300(W) AD(       ) 3
 GQ0399  NGVD 29 (07/19/86) 1032.5    (m)         3387.     (f) VERT ANG    3  
 GQ0399
 GQ0399.Superseded values are not recommended for survey control.
 GQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0399.See file dsdata.txt to determine how the superseded data were derived.
 GQ0399
 GQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7184789361(NAD 83)
 GQ0399_MARKER: DS = TRIANGULATION STATION DISK
 GQ0399_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0399
 GQ0399  HISTORY     - Date     Condition        Report By
 GQ0399  HISTORY     - 1953     MONUMENTED       CGS
 GQ0399  HISTORY     - 1971     GOOD             LAWPC
 GQ0399
 GQ0399                          STATION DESCRIPTION
 GQ0399
 GQ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0399'THE STATION IS LOCATED 13 MILES AIR LINE SOUTH OF ST. GEORGE,
 GQ0399'UTAH, 5-1/2 MILES AIR LINE SOUTH OF THE ARIZONA-UTAH STATE
 GQ0399'LINE AND 0.3 MILE WEST OF A GRADED ROAD.  IT IS ON THE HIGHEST
 GQ0399'POINT OF A LOW, BARE HILL AND IS 7 FEET SOUTH OF A WHITE
 GQ0399'WITNESS POST.
 GQ0399'
 GQ0399'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0399'FOR 0.6 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0399'PAVED ROAD SOUTH AND EAST FOR 2.0 MILES TO A FORK JUST AFTER
 GQ0399'CROSSING A BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0399'ROAD SOUTH FOR 1.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0399'FOLLOW THE GRADED ROAD SOUTH FOR 1.4 MILES TO A FORK.  TAKE
 GQ0399'THE LEFT FORK AND FOLLOW THE GRADED ROAD SOUTH FOR 9.7 MILES.
 GQ0399'(CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK
 GQ0399'ON THE RIGHT AS DESCRIBED BELOW.) TURN RIGHT AND DRIVE
 GQ0399'ACROSS COUNTRY, WEST, FOR 0.3 MILE TO THE HIGHEST POINT AND
 GQ0399'THE STATION.  A DRIVE STATION WITH A 4-WHEEL DRIVE
 GQ0399'VEHICLE.
 GQ0399'
 GQ0399'THE STATION MARK, A STANDARD DISK STAMPED LOW 1953, IS SET
 GQ0399'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0399'THE GROUND.
 GQ0399'
 GQ0399'REFERENCE MARK 1, A STANDARD DISK STAMPED LOW NO 1 1953,
 GQ0399'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0399'TO THE NORTHWEST AND PROJECTS 2 FEET ABOVE THE GROUND TO
 GQ0399'THE SOUTHEAST.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GQ0399'
 GQ0399'REFERENCE MARK 2, A STANDARD DISK STAMPED LOW NO 2 1953,
 GQ0399'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0399'3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 GQ0399'AS THE STATION.
 GQ0399'
 GQ0399'THE AZIMUTH MARK, A STANDARD DISK STAMPED LOW 1953, IS SET
 GQ0399'IN A DRILL HOLE IN A CONCRETE AND ROCK ABUTMENT WHICH PROJECTS
 GQ0399'18 INCHES ABOVE THE GROUND.  IT IS 21 FEET EAST OF A WHITE
 GQ0399'WITNESS POST AND 5 FEET WEST OF THE WEST EDGE OF THE ROAD.
 GQ0399
 GQ0399                          STATION RECOVERY (1971)
 GQ0399
 GQ0399'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0399'LOW 1953-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0493 ***********************************************************************
 ER0493  DESIGNATION -  LOW
 ER0493  PID         -  ER0493
 ER0493  STATE/COUNTY-  AZ/APACHE
 ER0493  USGS QUAD   -  SALADO (1984)
 ER0493
 ER0493                         *CURRENT SURVEY CONTROL
 ER0493  ___________________________________________________________________
 ER0493* NAD 83(1992)-  34 27 44.16589(N)    109 23 59.44606(W)     ADJUSTED  
 ER0493* NAVD 88     -      1811.2    (meters)    5942.     (feet)  VERTCON   
 ER0493  ___________________________________________________________________
 ER0493  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 ER0493  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 ER0493  HORZ ORDER  -  SECOND
 ER0493
 ER0493.The horizontal coordinates were established by classical geodetic methods
 ER0493.and adjusted by the National Geodetic Survey in August 1993.
 ER0493
 ER0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0493
 ER0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0493
 ER0493.The geoid height was determined by GEOID03.
 ER0493
 ER0493;                    North         East     Units Scale Factor Converg.
 ER0493;SPC AZ E     -   384,193.338   283,810.215   MT  0.99996116   +0 26 02.2
 ER0493;SPC AZ E     - 1,260,476.83    931,135.88   iFT  0.99996116   +0 26 02.2
 ER0493;UTM  12      - 3,814,574.816   646,972.399   MT  0.99986626   +0 54 20.3
 ER0493
 ER0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0493!SPC AZ E     -   0.99971940  x   0.99996116  =   0.99968057
 ER0493!UTM  12      -   0.99971940  x   0.99986626  =   0.99958570
 ER0493
 ER0493|---------------------------------------------------------------------|
 ER0493| PID    Reference Object                     Distance      Geod. Az  |
 ER0493|                                                           dddmmss.s |
 ER0493| CD2263 LOW RM 1                             12.942 METERS 03424     |
 ER0493| ER0492 RADO                                APPROX. 5.4 KM 1670828.1 |
 ER0493| CD2264 LOW RM 2                             12.861 METERS 21542     |
 ER0493|---------------------------------------------------------------------|
 ER0493
 ER0493                          SUPERSEDED SURVEY CONTROL
 ER0493
 ER0493  NAD 83(1986)-  34 27 44.16480(N)    109 23 59.45388(W) AD(       ) 2
 ER0493  NAD 27      -  34 27 44.02851(N)    109 23 57.08553(W) AD(       ) 2
 ER0493  NGVD 29 (07/19/86) 1810.4    (m)         5940.     (f) VERT ANG    3  
 ER0493
 ER0493.Superseded values are not recommended for survey control.
 ER0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0493.See file dsdata.txt to determine how the superseded data were derived.
 ER0493
 ER0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4697214575(NAD 83)
 ER0493_MARKER: DD = SURVEY DISK
 ER0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0493+STABILITY: SURFACE MOTION
 ER0493
 ER0493  HISTORY     - Date     Condition        Report By
 ER0493  HISTORY     - 1978     MONUMENTED       AZDT
 ER0493
 ER0493                          STATION DESCRIPTION
 ER0493
 ER0493'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0493'THE STATION IS ABOUT 3.5 MILES WEST-SOUTHWEST OF ST. JOHNS ALONG THE
 ER0493'WEST RIGHT-OF-WAY OF U.S. HWY. 180-666.
 ER0493'
 ER0493'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---LOW 1978---AND IS
 ER0493'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 96 FEET WEST OF HWY.
 ER0493'CENTERLINE, 4 FEET EAST OF R/W FENCE AND MARKED BY A WITNESS POST AND
 ER0493'SIGN 3.2 FEET TO WEST.
 ER0493'
 ER0493'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---LOW RM 2 1978
 ER0493'---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET EAST OF
 ER0493'R/W FENCE LINE.
 ER0493'
 ER0493'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---LOW RM 1 1978
 ER0493'---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET WEST OF
 ER0493'R/W FENCE.
 ER0493'
 ER0493'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 180-666 AND
 ER0493'ARIZ. HWY. 61 IN ST. JOHNS, TRAVEL SOUTH ON HWY. 180-666 FOR 3.86
 ER0493'MILES TO MILE POST 372.76 AND THE STATION ON THE RIGHT ABOVE A HWY.
 ER0493'CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2053 ***********************************************************************
 DV2053  DESIGNATION -  LOW
 DV2053  PID         -  DV2053
 DV2053  STATE/COUNTY-  AZ/MARICOPA
 DV2053  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2053
 DV2053                         *CURRENT SURVEY CONTROL
 DV2053  ___________________________________________________________________
 DV2053* NAD 83(1992)-  33 49 46.78126(N)    112 25 54.23315(W)     ADJUSTED  
 DV2053* NAVD 88     -       581.1    (meters)    1906.     (feet)  VERTCON   
 DV2053  ___________________________________________________________________
 DV2053  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DV2053  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV2053  HORZ ORDER  -  SECOND
 DV2053
 DV2053.The horizontal coordinates were established by classical geodetic methods
 DV2053.and adjusted by the National Geodetic Survey in August 1993.
 DV2053
 DV2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2053
 DV2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2053
 DV2053.The geoid height was determined by GEOID03.
 DV2053
 DV2053;                    North         East     Units Scale Factor Converg.
 DV2053;SPC AZ C     -   313,880.945   165,685.604   MT  0.99992801   -0 17 12.3
 DV2053;SPC AZ C     - 1,029,793.13    543,587.94   iFT  0.99992801   -0 17 12.3
 DV2053;UTM  12      - 3,744,191.107   367,514.095   MT  0.99981638   -0 47 49.9
 DV2053
 DV2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2053!SPC AZ C     -   0.99991341  x   0.99992801  =   0.99984142
 DV2053!UTM  12      -   0.99991341  x   0.99981638  =   0.99972980
 DV2053
 DV2053|---------------------------------------------------------------------|
 DV2053| PID    Reference Object                     Distance      Geod. Az  |
 DV2053|                                                           dddmmss.s |
 DV2053| CH5879 LOW RM 1                              5.677 METERS 09742     |
 DV2053| DV2054 DROP                                APPROX. 2.6 KM 2805550.8 |
 DV2053| CH5880 LOW RM 2                              6.354 METERS 28808     |
 DV2053|---------------------------------------------------------------------|
 DV2053
 DV2053                          SUPERSEDED SURVEY CONTROL
 DV2053
 DV2053  NAD 83(1986)-  33 49 46.77730(N)    112 25 54.23727(W) AD(       ) 2
 DV2053  NAD 27      -  33 49 46.64882(N)    112 25 51.62992(W) AD(       ) 2
 DV2053  NGVD 29 (07/19/86)  580.5    (m)         1905.     (f) VERT ANG    3  
 DV2053
 DV2053.Superseded values are not recommended for survey control.
 DV2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2053.See file dsdata.txt to determine how the superseded data were derived.
 DV2053
 DV2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6751444191(NAD 83)
 DV2053_MARKER: DD = SURVEY DISK
 DV2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2053+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2053
 DV2053  HISTORY     - Date     Condition        Report By
 DV2053  HISTORY     - 1978     MONUMENTED       AZDT
 DV2053  HISTORY     - 19960212 GOOD             USPSQD
 DV2053  HISTORY     - 20071005 GOOD             GEOCAC
 DV2053
 DV2053                          STATION DESCRIPTION
 DV2053
 DV2053'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2053'THE STATION IS ABOUT 12 MILES EAST OF MORRISTOWN, 9 MILES WEST
 DV2053'OF LAKE PLEASANT ALONG THE NORTH R/W OF STATE ROUTE 74.
 DV2053'
 DV2053'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED LOW 1976
 DV2053'AND SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 DV2053'IS 3 FEET SOUTH OF THE NORTH R/W FENCE AND IS MARKED WITH A
 DV2053'WITNESS POST AND SIGN.
 DV2053'
 DV2053'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED LOW
 DV2053'RM 2 1976 AND IS SET IN A 10 INCH CONCRETE MONUMENT 1 FOOT
 DV2053'SOUTH OF NORTH R/W FENCE.
 DV2053'
 DV2053'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED LOW RM 1
 DV2053'1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 1 FOOT SOUTH OF
 DV2053'THE NORTH R/W FENCE.
 DV2053'
 DV2053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND STATE
 DV2053'ROUTE 74, 0.8 MILES NORTHWEST OF MORRISTOWN, TRAVEL EAST ON HWY. 74
 DV2053'FOR 11.95 MILES TO M.P. 11.95 AND STATION ON THE LEFT INSIDE THE
 DV2053'NORTH R/W.
 DV2053'
 DV2053'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2053
 DV2053                          STATION RECOVERY (1996)
 DV2053
 DV2053'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2053'RECOVERED IN GOOD CONDITION.
 DV2053
 DV2053                          STATION RECOVERY (2007)
 DV2053
 DV2053'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2053'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2053'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0178 ***********************************************************************
 CH0178  DESIGNATION -  LOW HILL
 CH0178  PID         -  CH0178
 CH0178  STATE/COUNTY-  AZ/PIMA
 CH0178  USGS QUAD   -  LUKEVILLE (1988)
 CH0178
 CH0178                         *CURRENT SURVEY CONTROL
 CH0178  ___________________________________________________________________
 CH0178* NAD 83(1992)-  31 59 28.28766(N)    112 45 03.14211(W)     ADJUSTED  
 CH0178* NAVD 88     -       609.2    (meters)    1999.     (feet)  VERTCON   
 CH0178  ___________________________________________________________________
 CH0178  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 CH0178  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 CH0178  HORZ ORDER  -  THIRD
 CH0178
 CH0178.The horizontal coordinates were established by classical geodetic methods
 CH0178.and adjusted by the National Geodetic Survey in August 1993.
 CH0178
 CH0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0178
 CH0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0178
 CH0178.The geoid height was determined by GEOID03.
 CH0178
 CH0178;                    North         East     Units Scale Factor Converg.
 CH0178;SPC AZ C     -   110,194.354   134,532.357   MT  0.99997661   -0 26 31.1
 CH0178;SPC AZ C     -   361,530.03    441,379.12   iFT  0.99997661   -0 26 31.1
 CH0178;UTM  12      - 3,540,798.470   334,593.516   MT  0.99993742   -0 55 40.1
 CH0178
 CH0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0178!SPC AZ C     -   0.99990937  x   0.99997661  =   0.99988598
 CH0178!UTM  12      -   0.99990937  x   0.99993742  =   0.99984679
 CH0178
 CH0178|---------------------------------------------------------------------|
 CH0178| PID    Reference Object                     Distance      Geod. Az  |
 CH0178|                                                           dddmmss.s |
 CH0178| CH5882 LOW HILL RM 1                         2.971 METERS 09435     |
 CH0178| CH5883 LOW HILL RM 2                        13.195 METERS 22003     |
 CH0178| CH5881 LOW HILL AZ MK                                     2554729.3 |
 CH0178|---------------------------------------------------------------------|
 CH0178
 CH0178                          SUPERSEDED SURVEY CONTROL
 CH0178
 CH0178  NAD 83(1986)-  31 59 28.27643(N)    112 45 03.14334(W) AD(       ) 3
 CH0178  NAD 27      -  31 59 28.05018(N)    112 45 00.57436(W) AD(       ) 3
 CH0178  NGVD 29 (07/19/86)  608.4    (m)         1996.     (f) VERT ANG    3  
 CH0178
 CH0178.Superseded values are not recommended for survey control.
 CH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0178.See file dsdata.txt to determine how the superseded data were derived.
 CH0178
 CH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3459440798(NAD 83)
 CH0178_MARKER: DS = TRIANGULATION STATION DISK
 CH0178_SETTING: 80 = SET IN A BOULDER
 CH0178_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CH0178
 CH0178  HISTORY     - Date     Condition        Report By
 CH0178  HISTORY     - 1936     MONUMENTED       CGS
 CH0178  HISTORY     - 1977     GOOD             NGS
 CH0178  HISTORY     - 20070519 GOOD             INDIV
 CH0178
 CH0178                          STATION DESCRIPTION
 CH0178
 CH0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0178'ON THE PAPAGO INDIAN RESERVATION, ABOUT 1-1/2 MILES EAST OF
 CH0178'ITS WEST BOUNDARY, 28 MILES SOUTH-SOUTHEAST OF AJO, 10 MILES
 CH0178'NORTH-NORTHEAST OF SONOYTA, SONORA, MEXICO, JUST SOUTHWEST OF THE
 CH0178'BASE OF THE SIERRA DEL AJO, ABOUT 1-1/4 MILES EAST OF THE
 CH0178'AJO-SONOYTA ROAD, ON THE SUMMIT OF A LOW BRUSHY HILL AT ITS SOUTH
 CH0178'END AND ABOUT 50 YARDS SOUTH OF AND 5 FEET LOWER THAN ITS
 CH0178'HIGHEST POINT, IN TOP OF ONE OF THE BLACK BASALTIC BOULDERS
 CH0178'WHICH COVER THE SUMMIT AND IN THE CENTER OF A HALF CIRCLE OF
 CH0178'LOOSE BOULDERS.  MARKED BY A STANDARD BRONZE DISK.
 CH0178'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CH0178'REFERENCE DISK, IS 2.972 METERS (9.75 FEET) FROM
 CH0178'STATION S 85 DEG 24 MIN E. REFERENCE MARK NO. 2,
 CH0178'A STANDARD BRONZE REFERENCE DISK, AT THE SOUTH END OF
 CH0178'THE SUMMIT, IS 13.215 METERS (43.36 FEET) FROM STATION
 CH0178'S 40 DEG 03 MIN W. THE AZIMUTH MARK, A STANDARD BRONZE
 CH0178'DISK, IS ON THE SUMMIT OF THE FIRST HILL TO THE WEST
 CH0178'ACROSS THE WASH, ABOUT 75 YARDS NORTH OF THE SOUTH END OF THE
 CH0178'HILL, ON ITS LONGITUDINAL CENTER AND ONE-HALF MILE FROM STATION
 CH0178'S 75 DEG 46 MIN W.
 CH0178
 CH0178                          STATION RECOVERY (1977)
 CH0178
 CH0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CH0178'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 CH0178'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE DISTANCES TO
 CH0178'RMS CHECKED WITHIN 2 CENTIMETERS, AZIMUTH TO RM 2 CHECKED,
 CH0178'RM 1 TOO CLOSE TO MEASURE.
 CH0178'
 CH0178'TO REACH FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86 AT WHY,
 CH0178'TRAVEL SOUTH ON HWY. 85 TO MILE POST 75.3 AND A ROAD ON THE LEFT
 CH0178'(21 MILE LOOP RD.), TURN LEFT AND CONTINUE ON LOOP RD. FOR 2 MILES
 CH0178'TO A RD. FORK, TAKE LEFT FORK AND CONTINUE ON LOOP RD. FOR 2.15
 CH0178'MILES TO A LOW BASALTIC HILL ON THE RIGHT.  STATION IS ON SOUTH
 CH0178'END OF HILL.  ABOUT A 5 MINUTE PACK.
 CH0178'
 CH0178'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CH0178'
 CH0178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CH0178'26 MILES SOUTHEAST OF AJO.
 CH0178
 CH0178                          STATION RECOVERY (2007)
 CH0178
 CH0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JKM)
 CH0178' 
 CH0178' 
 CH0178'THE STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 CH0178'IN GOOD CONDITION.  THE LAND IS NOW PART OF ORGAN PIPE CACTUS NATIONAL
 CH0178'MONUMENT.
 CH0178' 
 CH0178'HANDHELD GPS WAAS-CORRECTED COORDINATES FOR THE AZIMUTH MARK ARE 31 59
 CH0178'19.0(N) 112 45 46.4(W).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0405 ***********************************************************************
 CF0405  DESIGNATION -  LOWELL
 CF0405  PID         -  CF0405
 CF0405  STATE/COUNTY-  AZ/COCHISE
 CF0405  USGS QUAD   -  BISBEE (1978)
 CF0405
 CF0405                         *CURRENT SURVEY CONTROL
 CF0405  ___________________________________________________________________
 CF0405* NAD 83(1992)-  31 26 02.23316(N)    109 52 49.44788(W)     ADJUSTED  
 CF0405* NAVD 88     -      1630.2    (meters)    5348.     (feet)  VERTCON   
 CF0405  ___________________________________________________________________
 CF0405  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CF0405  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CF0405  HORZ ORDER  -  SECOND
 CF0405
 CF0405.The horizontal coordinates were established by classical geodetic methods
 CF0405.and adjusted by the National Geodetic Survey in August 1993.
 CF0405
 CF0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0405
 CF0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0405
 CF0405.The geoid height was determined by GEOID03.
 CF0405
 CF0405;                    North         East     Units Scale Factor Converg.
 CF0405;SPC AZ E     -    48,144.473   240,572.220   MT  0.99990913   +0 08 57.5
 CF0405;SPC AZ E     -   157,954.31    789,278.94   iFT  0.99990913   +0 08 57.5
 CF0405;UTM  12      - 3,478,238.709   606,399.626   MT  0.99973963   +0 35 02.2
 CF0405
 CF0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0405!SPC AZ E     -   0.99974838  x   0.99990913  =   0.99965754
 CF0405!UTM  12      -   0.99974838  x   0.99973963  =   0.99948808
 CF0405
 CF0405|---------------------------------------------------------------------|
 CF0405| PID    Reference Object                     Distance      Geod. Az  |
 CF0405|                                                           dddmmss.s |
 CF0405| CS6135 LOWELL RM 1                          10.724 METERS 02309     |
 CF0405| CS6136 LOWELL RM 2                          15.158 METERS 24640     |
 CF0405|---------------------------------------------------------------------|
 CF0405
 CF0405                          SUPERSEDED SURVEY CONTROL
 CF0405
 CF0405  NAD 83(1986)-  31 26 02.22844(N)    109 52 49.43955(W) AD(       ) 2
 CF0405  NGVD 29 (06/28/91) 1629.3    (m)         5345.     (f) VERT ANG    3  
 CF0405
 CF0405.Superseded values are not recommended for survey control.
 CF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0405.See file dsdata.txt to determine how the superseded data were derived.
 CF0405
 CF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0640078239(NAD 83)
 CF0405_MARKER: DS = TRIANGULATION STATION DISK
 CF0405_SETTING: 66 = SET IN ROCK OUTCROP
 CF0405_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0405+STABILITY: POSITION/ELEVATION WELL
 CF0405
 CF0405  HISTORY     - Date     Condition        Report By
 CF0405  HISTORY     - 1986     MONUMENTED       AZDT
 CF0405
 CF0405                          STATION DESCRIPTION
 CF0405
 CF0405'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0405'THE STATION IS LOCATED 2 MILES SOUTHEAST OF BISBEE ON TOP OF A RIDGE
 CF0405'WITH MINE TAILINGS ON THE NORTH FACE.
 CF0405'
 CF0405'THE STATION MARK IS AN AZDT DISK STAMPED---LOWELL 1986---.  IT IS SET
 CF0405'IN A DRILL HOLE IN BEDROCK JUST NORTH OF A HIGH POINT ON THE RIDGE.
 CF0405'
 CF0405'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LOWELL RM 1 1986---.  IT IS
 CF0405'SET IN A DRILL HOLE IN BEDROCK ABOUT 10 FEET LOWER THAN THE STATION.
 CF0405'
 CF0405'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LOWELL RM 2 1986---.  IT IS
 CF0405'SET IN BEDROCK ABOUT 15 FEET LOWER THAN THE STATION.
 CF0405'
 CF0405'TO REACH THE STATION FROM THE LOWELL TRAFFIC CIRCLE IN BISBEE TRAVEL
 CF0405'EAST ALONG STATE ROUTE 92 FOR 0.5 MILE TO A PAVED ROAD LEFT AT MILE
 CF0405'POST 344.25.  TURN VERY SHARP LEFT AND TRAVEL WEST ALONG THE OLD ROUTE
 CF0405'OF U.S. 80 FOR 200 FEET TO B STREET ON THE RIGHT.  TURN RIGHT AND
 CF0405'TRAVEL NORTH FOR 0.15 MILE TO A STREET ON THE LEFT.  TURN LEFT FOR
 CF0405'75 FEET TO A STREET ON THE RIGHT.  TURN RIGHT ALONG A STREET FOR ABOUT
 CF0405'100 YARDS TO THE END OF TRUCK TRAVEL.  PACK NORTH TO BASE OF THE MINE
 CF0405'TAILINGS, THEN NORTHEAST AND NORTH TO THE TOP OF THE TAILINGS CONTINUE
 CF0405'NORTHEAST TO A FLAT AREA, CONTINUE NORTHEAST TO THE TOP OF THE HILL
 CF0405'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0468 ***********************************************************************
 DV0468  DESIGNATION -  LOWER
 DV0468  PID         -  DV0468
 DV0468  STATE/COUNTY-  AZ/MARICOPA
 DV0468  USGS QUAD   -  FOWLER (1982)
 DV0468
 DV0468                         *CURRENT SURVEY CONTROL
 DV0468  ___________________________________________________________________
 DV0468* NAD 83(1992)-  33 25 21.37081(N)    112 09 05.01455(W)     ADJUSTED  
 DV0468* NAVD 88     -       314.36   (+/-2cm)    1031.4    (feet)  VERTCON   
 DV0468  ___________________________________________________________________
 DV0468  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DV0468  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0468  HORZ ORDER  -  SECOND
 DV0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0468
 DV0468.The horizontal coordinates were established by classical geodetic methods
 DV0468.and adjusted by the National Geodetic Survey in August 1993.
 DV0468
 DV0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0468.The vertical order pertains to the NGVD 29 superseded value.
 DV0468
 DV0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0468
 DV0468.The geoid height was determined by GEOID03.
 DV0468
 DV0468;                    North         East     Units Scale Factor Converg.
 DV0468;SPC AZ C     -   268,641.633   191,531.407   MT  0.99990587   -0 07 45.4
 DV0468;SPC AZ C     -   881,370.19    628,383.88   iFT  0.99990587   -0 07 45.4
 DV0468;UTM  12      - 3,698,730.829   392,954.502   MT  0.99974127   -0 38 03.3
 DV0468
 DV0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0468!SPC AZ C     -   0.99995537  x   0.99990587  =   0.99986124
 DV0468!UTM  12      -   0.99995537  x   0.99974127  =   0.99969665
 DV0468
 DV0468:                Primary Azimuth Mark                     Grid Az
 DV0468:SPC AZ C     -  PHOENIX BUR RECLAMATION TANK             002 36 49.0
 DV0468:UTM  12      -  PHOENIX BUR RECLAMATION TANK             003 07 06.9
 DV0468
 DV0468|---------------------------------------------------------------------|
 DV0468| PID    Reference Object                     Distance      Geod. Az  |
 DV0468|                                                           dddmmss.s |
 DV0468| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 2.2 KM 0022903.6 |
 DV0468| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 2.8 KM 0211826.7 |
 DV0468| DV2062 PHOENIX WESTERN COMPRESS TANK       APPROX. 3.9 KM 0520511.7 |
 DV0468| DV2101 PHOENIX RADIO STA KXIV MAST         APPROX. 2.5 KM 0573907.6 |
 DV0468| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 8.0 KM 0631959.7 |
 DV0468| DV2072 PHOENIX SAFEWAY FOODS TANK          APPROX. 5.5 KM 0850008.1 |
 DV0468| DV0469 LOWER RM 1                            7.715 METERS 08729     |
 DV0468| DV0467 TT F 6                               36.869 METERS 26558     |
 DV0468| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 2.3 KM 3174121.7 |
 DV0468| DV2097 PHOENIX PUB SER CO TANK             APPROX. 2.3 KM 3512626.2 |
 DV0468|---------------------------------------------------------------------|
 DV0468
 DV0468                          SUPERSEDED SURVEY CONTROL
 DV0468
 DV0468  NAD 83(1986)-  33 25 21.36501(N)    112 09 05.01998(W) AD(       ) 2
 DV0468  NAD 27      -  33 25 21.20670(N)    112 09 02.47610(W) AD(       ) 2
 DV0468  NGVD 29 (??/??/92)  313.718  (m)         1029.26   (f) ADJ UNCH    2 0
 DV0468
 DV0468.Superseded values are not recommended for survey control.
 DV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0468.See file dsdata.txt to determine how the superseded data were derived.
 DV0468
 DV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9295598731(NAD 83)
 DV0468_MARKER: DE = TRAVERSE STATION DISK
 DV0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0468_STAMPING: LOWER 1962
 DV0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0468+STABILITY: SURFACE MOTION
 DV0468
 DV0468  HISTORY     - Date     Condition        Report By
 DV0468  HISTORY     - 1962     MONUMENTED       CGS
 DV0468  HISTORY     - 1962     GOOD             CGS
 DV0468  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0468  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0468
 DV0468                          STATION DESCRIPTION
 DV0468
 DV0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0468'THE STATION IS LOCATED IN THE SOUTHWEST PART OF PHOENIX,
 DV0468'1 MILE SOUTH OF BUCKEYE ROAD (U.S. HIGHWAY 80) AND AT THE
 DV0468'JUNCTION OF LOWER BUCKEYE ROAD AND 43RD AVENUE.
 DV0468'
 DV0468'TO REACH THE STATION FROM THE JUNCTION OF BUCKEYE ROAD (U.S.
 DV0468'HIGHWAY 80) AND BLACK CANYON HIGHWAY (23RD AVENUE) IN THE
 DV0468'SOUTHWEST PART OF PHOENIX, GO WEST ON BUCKEYE ROAD FOR 2.5
 DV0468'MILES TO 43RD AVENUE, TURN LEFT, GO SOUTH ON 43RD AVENUE
 DV0468'FOR 1.0 MILE TO LOWER BUCKEYE ROAD AND THE STATION ON THE
 DV0468'LEFT.
 DV0468'
 DV0468'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0468'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV0468'LOWER 1962.  THE MARK IS 146 FEET EAST OF THE CENTER OF
 DV0468'43RD AVENUE, 108 FEET WEST OF A POWER POLE, 28.5 FEET NORTH
 DV0468'OF THE CENTER OF LOWER BUCKEYE ROAD AND 1.8 FEET EAST OF
 DV0468'WITNESS POST.
 DV0468'
 DV0468'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0468'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0468'STAMPED LOWER NO 1 1962.  THE MARK IS 171 FEET EAST OF THE
 DV0468'CENTER OF 43RD AVENUE, 83 FEET WEST OF A POWER POLE, 28
 DV0468'FEET NORTH OF THE CENTER OF LOWER BUCKEYE ROAD AND 27.1
 DV0468'FEET EAST OF WITNESS POST.
 DV0468'
 DV0468'REFERENCE MARK 2, A STANDARD U.S. WAR DEPARTMENT CORPS OF
 DV0468'ENGINEERS BRONZE DISK SET IN A DRILL HOLE IN THE SOUTH END OF A
 DV0468'CONCRETE HEADWALL OF CULVERT AND IS STAMPED TT F6 1948.  THE MARK
 DV0468'IS 25 FEET EAST OF THE CENTER OF 43RD AVENUE, 23 FEET NORTH
 DV0468'OF THE CENTER OF LOWER BUCKEYE ROAD AND 16 FEET SOUTHWEST
 DV0468'OF A POWER POLE.
 DV0468'
 DV0468'NO AZIMUTH MARK SET, OBJECTS VISIBLE FROM THE GROUND COULD BE
 DV0468'USED AS AZIMUTH.
 DV0468'
 DV0468'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV0468
 DV0468                          STATION RECOVERY (1962)
 DV0468
 DV0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0468'3.1 MI SW FROM PHOENIX.
 DV0468'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE ARIZONA STATE HIGHWAY
 DV0468'DEPARTMENT DURANGO YARD IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE
 DV0468'SOUTH ALONG SOUTH 27TH AVENUE, THENCE 2.0 MILES WEST ALONG LOWER
 DV0468'BUCKEYE ROAD, AT THE JUNCTION OF SOUTH 43RD AVENUE, 29 FEET NORTH OF
 DV0468'THE CENTER OF LOWER BUCKEYE ROAD, 143 FEET EAST OF THE CENTER OF 43RD
 DV0468'AVENUE, 119 FEET EAST OF BENCH MARK T T F 6 (U.S.E.), 110 FEET EAST OF
 DV0468'A POWER POLE, ABOUT LEVEL WITH LOWER BUCKEYE ROAD, AND SET IN TOP OF A
 DV0468'CONCRETE POST FLUSH WITH THE GROUND.
 DV0468
 DV0468                          STATION RECOVERY (1992)
 DV0468
 DV0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0468'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0468
 DV0468                          STATION RECOVERY (2007)
 DV0468
 DV0468'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0468'THE ROAD HAS BEEN WIDENED, AND 29 FEET NORTH OF THE CENTERLINE IS NOW
 DV0468'UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0469 ***********************************************************************
 DV0469  DESIGNATION -  LOWER RM 1
 DV0469  PID         -  DV0469
 DV0469  STATE/COUNTY-  AZ/MARICOPA
 DV0469  USGS QUAD   -  FOWLER (1982)
 DV0469
 DV0469                         *CURRENT SURVEY CONTROL
 DV0469  ___________________________________________________________________
 DV0469* NAD 83(1986)-  33 25 21.     (N)    112 09 05.     (W)     SCALED    
 DV0469* NAVD 88     -       314.43   (+/-2cm)    1031.6    (feet)  VERTCON   
 DV0469  ___________________________________________________________________
 DV0469  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0469
 DV0469.The horizontal coordinates were scaled from a topographic map and have
 DV0469.an estimated accuracy of +/- 6 seconds.
 DV0469
 DV0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0469.The vertical order pertains to the NGVD 29 superseded value.
 DV0469
 DV0469.The geoid height was determined by GEOID03.
 DV0469
 DV0469;                    North         East    Units  Estimated Accuracy
 DV0469;SPC AZ C     -   268,630.      191,530.      MT  (+/- 180 meters Scaled)
 DV0469
 DV0469                          SUPERSEDED SURVEY CONTROL
 DV0469
 DV0469  NGVD 29 (??/??/92)  313.791  (m)         1029.50   (f) ADJ UNCH    2 0
 DV0469
 DV0469.Superseded values are not recommended for survey control.
 DV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0469.See file dsdata.txt to determine how the superseded data were derived.
 DV0469
 DV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB929987(NAD 83)
 DV0469_MARKER: DR = REFERENCE MARK DISK
 DV0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0469_STAMPING: LOWER NO 1 1962
 DV0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0469+STABILITY: SURFACE MOTION
 DV0469
 DV0469  HISTORY     - Date     Condition        Report By
 DV0469  HISTORY     - 1962     MONUMENTED       CGS
 DV0469  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0469  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0469
 DV0469                          STATION DESCRIPTION
 DV0469
 DV0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0469'3.1 MI SW FROM PHOENIX.
 DV0469'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE ARIZONA STATE HIGHWAY
 DV0469'DEPARTMENT DURANGO YARD IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE
 DV0469'SOUTH ALONG SOUTH 27TH AVENUE, THENCE 2.0 MILES WEST ALONG LOWER
 DV0469'BUCKEYE ROAD, AT THE JUNCTION OF SOUTH 43RD AVENUE, 29 FEET NORTH OF
 DV0469'THE CENTER OF LOWER BUCKEYE ROAD, 168 FEET EAST OF THE CENTER OF SOUTH
 DV0469'43RD AVENUE, 135 FEET EAST OF A POWER POLE, 25.2 FEET EAST OF TRAVERSE
 DV0469'STATION LOWER, ABOUT LEVEL WITH LOWER BUCKEYE ROAD, AND SET IN TOP OF
 DV0469'A CONCRETE POST PROJECTING 2 INCHES.
 DV0469
 DV0469                          STATION RECOVERY (1992)
 DV0469
 DV0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0469'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0469
 DV0469                          STATION RECOVERY (2007)
 DV0469
 DV0469'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0469'THE ROAD HAS BEEN WIDENED, AND 29 FEET NORTH OF THE CENTERLINE IS NOW
 DV0469'UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0621 ***********************************************************************
 GP0621  DESIGNATION -  LOWERY
 GP0621  PID         -  GP0621
 GP0621  STATE/COUNTY-  AZ/COCONINO
 GP0621  USGS QUAD   -  EMMETT WASH (1985)
 GP0621
 GP0621                         *CURRENT SURVEY CONTROL
 GP0621  ___________________________________________________________________
 GP0621* NAD 83(1992)-  36 41 45.05706(N)    111 48 32.94552(W)     ADJUSTED  
 GP0621* NAVD 88     -      1403.7    (meters)    4605.     (feet)  VERTCON   
 GP0621  ___________________________________________________________________
 GP0621  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 GP0621  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 GP0621  HORZ ORDER  -  FIRST
 GP0621
 GP0621.The horizontal coordinates were established by classical geodetic methods
 GP0621.and adjusted by the National Geodetic Survey in August 1993.
 GP0621
 GP0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0621
 GP0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0621
 GP0621.The geoid height was determined by GEOID03.
 GP0621
 GP0621;                    North         East     Units Scale Factor Converg.
 GP0621;SPC AZ C     -   631,725.785   222,967.126   MT  0.99990114   +0 03 51.3
 GP0621;SPC AZ C     - 2,072,591.16    731,519.44   iFT  0.99990114   +0 03 51.3
 GP0621;UTM  12      - 4,061,437.803   427,718.443   MT  0.99966437   -0 29 00.8
 GP0621
 GP0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0621!SPC AZ C     -   0.99978334  x   0.99990114  =   0.99968450
 GP0621!UTM  12      -   0.99978334  x   0.99966437  =   0.99944778
 GP0621
 GP0621:                Primary Azimuth Mark                     Grid Az
 GP0621:SPC AZ C     -  LOWERY RM 3 AZIMUTH                      034 57 07.5
 GP0621:UTM  12      -  LOWERY RM 3 AZIMUTH                      035 29 59.6
 GP0621
 GP0621|---------------------------------------------------------------------|
 GP0621| PID    Reference Object                     Distance      Geod. Az  |
 GP0621|                                                           dddmmss.s |
 GP0621| CH3596 LOWERY RM 3 AZIMUTH                                0350058.8 |
 GP0621| CH3594 LOWERY RM 1                           6.826 METERS 14118     |
 GP0621| GP0620 4602.7                               10.118 METERS 14800     |
 GP0621| CH3595 LOWERY RM 2                           4.562 METERS 23254     |
 GP0621|---------------------------------------------------------------------|
 GP0621
 GP0621                          SUPERSEDED SURVEY CONTROL
 GP0621
 GP0621  NAD 83(1986)-  36 41 45.05390(N)    111 48 32.94166(W) AD(       ) 1
 GP0621  NAD 27      -  36 41 45.10100(N)    111 48 30.34200(W) AD(       ) 1
 GP0621  NGVD 29 (05/08/89) 1402.8    (m)         4602.     (f) VERT ANG    3  
 GP0621
 GP0621.Superseded values are not recommended for survey control.
 GP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0621.See file dsdata.txt to determine how the superseded data were derived.
 GP0621
 GP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2771861438(NAD 83)
 GP0621_MARKER: DS = TRIANGULATION STATION DISK
 GP0621_SETTING: 80 = SET IN A BOULDER
 GP0621_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0621
 GP0621  HISTORY     - Date     Condition        Report By
 GP0621  HISTORY     - 1934     MONUMENTED       CGS
 GP0621  HISTORY     - 1953     GOOD             USGS
 GP0621
 GP0621                          STATION DESCRIPTION
 GP0621
 GP0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0621'ABOUT 13.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK,
 GP0621'51.5 FEET SOUTH OF CENTER OF HIGHWAY, MIDWAY OF TWO IRON
 GP0621'CULVERTS, AND ABOUT 1.0 MILE SOUTHEAST OF WEST END OF PARIA
 GP0621'PLATEAU.
 GP0621'
 GP0621'REACHED BY TAKING U.S. HIGHWAY 89 FROM KANAB EAST TO HOUSE
 GP0621'ROCK 51 MILES, AND CONTINUING EAST FOR 13.7 MILES TO STATION.
 GP0621'
 GP0621'AZIMUTH MARK IS IN A LARGE BOULDER ABOUT 180 YARDS NORTH OF
 GP0621'STATION ON NORTH SIDE OF THE HIGHWAY.
 GP0621'
 GP0621'USBM 4602.7 IS A SQUARE CUT IN TOP OF SANDSTONE BOULDER,
 GP0621'PAINTED WHITE, PAINTED 4602.7.
 GP0621'
 GP0621'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBE
 GP0621'THERE IS NO UNDERGROUND MARK.
 GP0621
 GP0621                          STATION RECOVERY (1953)
 GP0621
 GP0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GP0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0683 ***********************************************************************
 ER0683  DESIGNATION -  LOWERY
 ER0683  PID         -  ER0683
 ER0683  STATE/COUNTY-  AZ/APACHE
 ER0683  USGS QUAD   -  WILD COW LAKE (1978)
 ER0683
 ER0683                         *CURRENT SURVEY CONTROL
 ER0683  ___________________________________________________________________
 ER0683* NAD 83(1992)-  34 59 49.50817(N)    109 13 37.24988(W)     ADJUSTED  
 ER0683* NAVD 88     -      1928.97   (+/-2cm)    6328.6    (feet)  VERTCON   
 ER0683  ___________________________________________________________________
 ER0683  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 ER0683  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 ER0683  HORZ ORDER  -  SECOND
 ER0683  VERT ORDER  -  THIRD ? (See Below)
 ER0683
 ER0683.The horizontal coordinates were established by classical geodetic methods
 ER0683.and adjusted by the National Geodetic Survey in August 1993.
 ER0683
 ER0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0683.The vertical order pertains to the NGVD 29 superseded value.
 ER0683
 ER0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0683
 ER0683.The geoid height was determined by GEOID03.
 ER0683
 ER0683;                    North         East     Units Scale Factor Converg.
 ER0683;SPC AZ E     -   443,654.345   299,134.975   MT  0.99999065   +0 32 20.2
 ER0683;SPC AZ E     - 1,455,558.87    981,413.96   iFT  0.99999065   +0 32 20.2
 ER0683;UTM  12      - 3,874,155.953   661,802.565   MT  0.99992266   +1 01 01.5
 ER0683
 ER0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0683!SPC AZ E     -   0.99970090  x   0.99999065  =   0.99969155
 ER0683!UTM  12      -   0.99970090  x   0.99992266  =   0.99962358
 ER0683
 ER0683|---------------------------------------------------------------------|
 ER0683| PID    Reference Object                     Distance      Geod. Az  |
 ER0683|                                                           dddmmss.s |
 ER0683| CS5178 LOWERY RM 1                          10.102 METERS 18001     |
 ER0683| CS5179 LOWERY RM 2                          10.038 METERS 35827     |
 ER0683|---------------------------------------------------------------------|
 ER0683
 ER0683                          SUPERSEDED SURVEY CONTROL
 ER0683
 ER0683  NAD 83(1986)-  34 59 49.49942(N)    109 13 37.25309(W) AD(       ) 2
 ER0683  NGVD 29 (01/29/91) 1927.99   (m)         6325.4    (f) LEVELING    3  
 ER0683
 ER0683.Superseded values are not recommended for survey control.
 ER0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0683.See file dsdata.txt to determine how the superseded data were derived.
 ER0683
 ER0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6180374156(NAD 83)
 ER0683_MARKER: DS = TRIANGULATION STATION DISK
 ER0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0683+STABILITY: SURFACE MOTION
 ER0683
 ER0683  HISTORY     - Date     Condition        Report By
 ER0683  HISTORY     - 1982     MONUMENTED       AZDT
 ER0683
 ER0683                          STATION DESCRIPTION
 ER0683
 ER0683'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0683'THE STATION IS LOCATED 17 MILES SOUTHEAST OF SANDERS ALONG U.S.
 ER0683'HIGHWAY 666.
 ER0683'
 ER0683'THE STATION MARK IS AN AZDT DISK STAMPED---LOWERY 1982---SET IN TOP OF
 ER0683'A 10 INCH CONCRETE MONUMENT 73 FEET EAST OF THE CENTERLINE OF THE
 ER0683'HIGHWAY AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 ER0683'
 ER0683'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---LOWERY RM 1 1982---SET IN
 ER0683'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0683'
 ER0683'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---LOWERY RM 2 1982---SET IN
 ER0683'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0683'
 ER0683'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH
 ER0683'FOR 0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.
 ER0683'TRAVEL SOUTH ALONG U.S. 666 18.15 MILES TO STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1287 ***********************************************************************
 DA1287  DESIGNATION -  LP 18
 DA1287  PID         -  DA1287
 DA1287  STATE/COUNTY-  AZ/YUMA
 DA1287  USGS QUAD   -  MONREAL WELL (1990)
 DA1287
 DA1287                         *CURRENT SURVEY CONTROL
 DA1287  ___________________________________________________________________
 DA1287* NAD 83(1992)-  32 25 24.95525(N)    113 23 48.09539(W)     ADJUSTED  
 DA1287* NAVD 88     -       205.37   (+/-2cm)     673.8    (feet)  VERTCON   
 DA1287  ___________________________________________________________________
 DA1287  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DA1287  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DA1287  HORZ ORDER  -  THIRD
 DA1287  VERT ORDER  -  THIRD ? (See Below)
 DA1287
 DA1287.The horizontal coordinates were established by classical geodetic methods
 DA1287.and adjusted by the National Geodetic Survey in August 1993.
 DA1287
 DA1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1287.The vertical order pertains to the NGVD 29 superseded value.
 DA1287
 DA1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1287
 DA1287.The geoid height was determined by GEOID03.
 DA1287
 DA1287;                    North         East     Units Scale Factor Converg.
 DA1287;SPC AZ W     -   157,895.599   246,588.548   MT  0.99994694   +0 11 22.0
 DA1287;SPC AZ W     -   518,030.18    809,017.55   iFT  0.99994694   +0 11 22.0
 DA1287;UTM  12      - 3,589,918.124   274,638.338   MT  1.00022633   -1 17 08.1
 DA1287
 DA1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1287!SPC AZ W     -   0.99997286  x   0.99994694  =   0.99991980
 DA1287!UTM  12      -   0.99997286  x   1.00022633  =   1.00019918
 DA1287
 DA1287:                Primary Azimuth Mark                     Grid Az
 DA1287:SPC AZ W     -  MONSON                                   253 25 29.0
 DA1287:UTM  12      -  MONSON                                   254 53 59.1
 DA1287
 DA1287|---------------------------------------------------------------------|
 DA1287| PID    Reference Object                     Distance      Geod. Az  |
 DA1287|                                                           dddmmss.s |
 DA1287| DA1292 MONSON                              APPROX. 6.9 KM 2533651.0 |
 DA1287|---------------------------------------------------------------------|
 DA1287
 DA1287                          SUPERSEDED SURVEY CONTROL
 DA1287
 DA1287  NAD 83(1986)-  32 25 24.93654(N)    113 23 48.10004(W) AD(       ) 3
 DA1287  NGVD 29 (06/20/88)  204.73   (m)          671.7    (f) LEVELING    3  
 DA1287
 DA1287.Superseded values are not recommended for survey control.
 DA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1287.See file dsdata.txt to determine how the superseded data were derived.
 DA1287
 DA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA7463889918(NAD 83)
 DA1287_MARKER: DB = BENCH MARK DISK
 DA1287_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1287
 DA1287  HISTORY     - Date     Condition        Report By
 DA1287  HISTORY     - 1962     MONUMENTED       AMS
 DA1287
 DA1287                          STATION DESCRIPTION
 DA1287
 DA1287'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1287'FIELD WORK DONE BY AMS.  DESCRIBED IN THEIR LEVEL LINE AS
 DA1287'FOLLOWS.
 DA1287'
 DA1287'FROM BM LP 9, GO 8.3 MI NE. ALONG TRAIL TO STATION ON RIGHT SIDE
 DA1287'OF TRAIL, 21 FT ESE. OF TRAIL, 3.5 FT W. OF WHITE WOODEN WITNESS
 DA1287'POST.
 DA1287'
 DA1287'STATION MARK--USE BRONZE BM DISK
 DA1287'STAMPED---LP 18 ARMY MAP SERVICE 1962---, IN TOP OF 8-INCH CONCRETE
 DA1287'POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1288 ***********************************************************************
 DA1288  DESIGNATION -  LP 7
 DA1288  PID         -  DA1288
 DA1288  STATE/COUNTY-  AZ/YUMA
 DA1288  USGS QUAD   -  BRYAN MOUNTAINS (1990)
 DA1288
 DA1288                         *CURRENT SURVEY CONTROL
 DA1288  ___________________________________________________________________
 DA1288* NAD 83(1992)-  32 16 15.32432(N)    113 24 35.87792(W)     ADJUSTED  
 DA1288* NAVD 88     -       260.18   (+/-2cm)     853.6    (feet)  VERTCON   
 DA1288  ___________________________________________________________________
 DA1288  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DA1288  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DA1288  HORZ ORDER  -  THIRD
 DA1288  VERT ORDER  -  THIRD ? (See Below)
 DA1288
 DA1288.The horizontal coordinates were established by classical geodetic methods
 DA1288.and adjusted by the National Geodetic Survey in August 1993.
 DA1288
 DA1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1288.The vertical order pertains to the NGVD 29 superseded value.
 DA1288
 DA1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1288
 DA1288.The geoid height was determined by GEOID03.
 DA1288
 DA1288;                    North         East     Units Scale Factor Converg.
 DA1288;SPC AZ W     -   140,961.946   245,393.980   MT  0.99994598   +0 10 53.6
 DA1288;SPC AZ W     -   462,473.58    805,098.36   iFT  0.99994598   +0 10 53.6
 DA1288;UTM  12      - 3,573,015.938   273,008.722   MT  1.00023544   -1 17 14.2
 DA1288
 DA1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1288!SPC AZ W     -   0.99996429  x   0.99994598  =   0.99991027
 DA1288!UTM  12      -   0.99996429  x   1.00023544  =   1.00019972
 DA1288
 DA1288:                Primary Azimuth Mark                     Grid Az
 DA1288:SPC AZ W     -  SAN                                      035 13 35.1
 DA1288:UTM  12      -  SAN                                      036 41 42.9
 DA1288
 DA1288|---------------------------------------------------------------------|
 DA1288| PID    Reference Object                     Distance      Geod. Az  |
 DA1288|                                                           dddmmss.s |
 DA1288| DA1304 SAN                                 APPROX. 5.0 KM 0352428.7 |
 DA1288|---------------------------------------------------------------------|
 DA1288
 DA1288                          SUPERSEDED SURVEY CONTROL
 DA1288
 DA1288  NAD 83(1986)-  32 16 15.30649(N)    113 24 35.88199(W) AD(       ) 3
 DA1288  NGVD 29 (06/20/88)  259.51   (m)          851.4    (f) LEVELING    3  
 DA1288
 DA1288.Superseded values are not recommended for survey control.
 DA1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1288.See file dsdata.txt to determine how the superseded data were derived.
 DA1288
 DA1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA7300973016(NAD 83)
 DA1288_MARKER: DB = BENCH MARK DISK
 DA1288_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1288
 DA1288  HISTORY     - Date     Condition        Report By
 DA1288  HISTORY     - 1962     MONUMENTED       AMS
 DA1288
 DA1288                          STATION DESCRIPTION
 DA1288
 DA1288'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1288'FIELD WORK DONE BY AMS.  DESCRIBED IN THEIR LEVEL LINE AS
 DA1288'FOLLOWS.
 DA1288'
 DA1288'FROM PAPAGO WELL, GO 0.05 MI TO Y-JCT.  TAKE TRAIL 3.8 MI NNW. TO
 DA1288'Y-JCT.  TAKE LEFT FORK 10.15 MI NNW. TO STATION ON EAST SIDE OF
 DA1288'TRAIL, 22.0 FT W. OF SMALL GREASEWOOD BUSH, 18.5 FT E. OF TRAIL,
 DA1288'3.3 FT S. OF SMALL GREASEWOOD BUSH, 2.1 FT W. OF WHITE WOODEN
 DA1288'WITNESS POST.
 DA1288'
 DA1288'STATION MARK--USE BRONZE BM DISK
 DA1288'STAMPED---LP 7 ARMY MAP SERVICE 1962---, IN TOP OF 8-INCH CONCRETE
 DA1288'POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1289 ***********************************************************************
 DA1289  DESIGNATION -  LP 9
 DA1289  PID         -  DA1289
 DA1289  STATE/COUNTY-  AZ/YUMA
 DA1289  USGS QUAD   -  BRYAN MOUNTAINS (1990)
 DA1289
 DA1289                         *CURRENT SURVEY CONTROL
 DA1289  ___________________________________________________________________
 DA1289* NAD 83(1992)-  32 19 08.32118(N)    113 26 51.45343(W)     ADJUSTED  
 DA1289* NAVD 88     -       250.05   (+/-2cm)     820.4    (feet)  VERTCON   
 DA1289  ___________________________________________________________________
 DA1289  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DA1289  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DA1289  HORZ ORDER  -  THIRD
 DA1289  VERT ORDER  -  THIRD ? (See Below)
 DA1289
 DA1289.The horizontal coordinates were established by classical geodetic methods
 DA1289.and adjusted by the National Geodetic Survey in August 1993.
 DA1289
 DA1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1289.The vertical order pertains to the NGVD 29 superseded value.
 DA1289
 DA1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1289
 DA1289.The geoid height was determined by GEOID03.
 DA1289
 DA1289;                    North         East     Units Scale Factor Converg.
 DA1289;SPC AZ W     -   146,279.883   241,831.073   MT  0.99994333   +0 09 42.0
 DA1289;SPC AZ W     -   479,920.88    793,409.03   iFT  0.99994333   +0 09 42.0
 DA1289;UTM  12      - 3,578,425.140   269,582.365   MT  1.00025477   -1 18 33.0
 DA1289
 DA1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1289!SPC AZ W     -   0.99996588  x   0.99994333  =   0.99990921
 DA1289!UTM  12      -   0.99996588  x   1.00025477  =   1.00022064
 DA1289
 DA1289:                Primary Azimuth Mark                     Grid Az
 DA1289:SPC AZ W     -  SAN                                      101 04 02.9
 DA1289:UTM  12      -  SAN                                      102 32 17.9
 DA1289
 DA1289|---------------------------------------------------------------------|
 DA1289| PID    Reference Object                     Distance      Geod. Az  |
 DA1289|                                                           dddmmss.s |
 DA1289| DA1304 SAN                                 APPROX. 6.6 KM 1011344.9 |
 DA1289|---------------------------------------------------------------------|
 DA1289
 DA1289                          SUPERSEDED SURVEY CONTROL
 DA1289
 DA1289  NAD 83(1986)-  32 19 08.30149(N)    113 26 51.46061(W) AD(       ) 3
 DA1289  NGVD 29 (06/20/88)  249.39   (m)          818.2    (f) LEVELING    3  
 DA1289
 DA1289.Superseded values are not recommended for survey control.
 DA1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1289.See file dsdata.txt to determine how the superseded data were derived.
 DA1289
 DA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6958278425(NAD 83)
 DA1289_MARKER: DB = BENCH MARK DISK
 DA1289_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1289
 DA1289  HISTORY     - Date     Condition        Report By
 DA1289  HISTORY     - 1962     MONUMENTED       AMS
 DA1289
 DA1289                          STATION DESCRIPTION
 DA1289
 DA1289'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1289'FIELD WORK DONE BY AMS.  DESCRIBED IN THEIR LEVEL LINE AS
 DA1289'FOLLOWS.
 DA1289'
 DA1289'FROM PAPAGO WELL, GO 0.05 MI WNW. ON TRAIL TO Y-JCT.  TAKE TRAIL
 DA1289'NNW. 3.8 MI TO Y-JCT.  TAKE LEFT FORK 14.15 MI NNW. TO STATION ON
 DA1289'WEST SIDE OF TRAIL, 39.1 FT W. OF TRAIL, 3.2 FT S. OF SMALL
 DA1289'GREASEWOOD BUSH, 2.7 FT E. OF WHITE WOODEN WITNESS POST.
 DA1289'
 DA1289'STATION MARK--USE BRONZE BM DISK
 DA1289'STAMPED---LP 9 ARMY MAP SERVICE 1962---, IN TOP OF 8-INCH CONCRETE
 DA1289'POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2033 ***********************************************************************
 DV2033  DESIGNATION -  LUKE
 DV2033  PID         -  DV2033
 DV2033  STATE/COUNTY-  AZ/MARICOPA
 DV2033  USGS QUAD   -  EL MIRAGE (1982)
 DV2033
 DV2033                         *CURRENT SURVEY CONTROL
 DV2033  ___________________________________________________________________
 DV2033* NAD 83(1992)-  33 33 02.50290(N)    112 22 10.99818(W)     ADJUSTED  
 DV2033* NAVD 88     -       337.4    (meters)    1107.     (feet)  VERTCON   
 DV2033  ___________________________________________________________________
 DV2033  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DV2033  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DV2033  HORZ ORDER  -  SECOND
 DV2033
 DV2033.The horizontal coordinates were established by classical geodetic methods
 DV2033.and adjusted by the National Geodetic Survey in August 1993.
 DV2033
 DV2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2033
 DV2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2033
 DV2033.The geoid height was determined by GEOID03.
 DV2033
 DV2033;                    North         East     Units Scale Factor Converg.
 DV2033;SPC AZ C     -   282,914.626   171,289.564   MT  0.99992181   -0 15 01.4
 DV2033;SPC AZ C     -   928,197.59    561,973.64   iFT  0.99992181   -0 15 01.4
 DV2033;UTM  12      - 3,713,179.897   372,842.345   MT  0.99979934   -0 45 25.6
 DV2033
 DV2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2033!SPC AZ C     -   0.99995179  x   0.99992181  =   0.99987360
 DV2033!UTM  12      -   0.99995179  x   0.99979934  =   0.99975114
 DV2033
 DV2033|---------------------------------------------------------------------|
 DV2033| PID    Reference Object                     Distance      Geod. Az  |
 DV2033|                                                           dddmmss.s |
 DV2033| DV0282 B 259                                29.745 METERS 06142     |
 DV2033| DV2035 LUKE FIELD BEACON                   APPROX. 1.3 KM 1342211.4 |
 DV2033| DV2034 LITCHFIELD                          APPROX. 3.4 KM 1675732.0 |
 DV2033| CH5884 LUKE RM 1                            15.790 METERS 30100     |
 DV2033|---------------------------------------------------------------------|
 DV2033
 DV2033                          SUPERSEDED SURVEY CONTROL
 DV2033
 DV2033  NAD 83(1986)-  33 33 02.49722(N)    112 22 11.00450(W) AD(       ) 2
 DV2033  NAD 27      -  33 33 02.35200(N)    112 22 08.43100(W) AD(       ) 2
 DV2033  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG    3  
 DV2033
 DV2033.Superseded values are not recommended for survey control.
 DV2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2033.See file dsdata.txt to determine how the superseded data were derived.
 DV2033
 DV2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7284213180(NAD 83)
 DV2033_MARKER: DS = TRIANGULATION STATION DISK
 DV2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2033+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2008
 DV2033
 DV2033  HISTORY     - Date     Condition        Report By
 DV2033  HISTORY     - 1947     MONUMENTED       CGS
 DV2033  HISTORY     - 1948     GOOD             CGS
 DV2033  HISTORY     - 20070111 GOOD             GEOCAC
 DV2033  HISTORY     - 20080405 GOOD             ENTEL
 DV2033
 DV2033                          STATION DESCRIPTION
 DV2033
 DV2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2033'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF LITCHFIELD PARK,
 DV2033'AT LUKE FIELD, NEAR THE NORTH EDGE OF FIELD AND ABOUT MIDWAY
 DV2033'BETWEEN THE EAST AND WEST BOUNDARIES AND AT THE WEST EDGE OF
 DV2033'THE CONCRETE COMPASS TABLE, 80 FEET EAST-NORTHEAST OF WIND
 DV2033'SOCK, 4 INCHES BELOW GROUND SURFACE AND IS STAMPED--LUKE 1947.
 DV2033'
 DV2033'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2033'STATION, 60 FEET WEST-NORTHWEST OF THE COMPASS CIRCLE, 3 INCHES
 DV2033'BELOW GROUND SURFACE AND IS STAMPED--LUKE NO 1 1947.
 DV2033'
 DV2033'REFERENCE MARK NO. 2 IS A USC AND GS BENCH MARK, 18 INCHES NORTH
 DV2033'OF THE NORTH EDGE OF COMPASS CIRCLE, APPROXIMATELY THE SAME
 DV2033'ELEVATION AS STATION, AND STAMPED--B 259 1945.
 DV2033'
 DV2033'STATION LITCHFIELD 1935 WAS USED FOR AZIMUTH MARK.
 DV2033'
 DV2033'TO REACH FROM THE POST OFFICE AT LITCHFIELD PARK.  GO NORTH
 DV2033'ON PAVED ROAD FOR 3.2 MILES TO THE MAIN ENTRANCE TO LUKE FIELD.
 DV2033'HERE PERMISSION CAN BE RECEIVED TO ENTER FIELD ALSO DETAILED
 DV2033'INFORMATION FOR ROUTE TO COMPASS CIRCLE AND STATION SITE
 DV2033'AS DESCRIBED ABOVE.
 DV2033
 DV2033                          STATION RECOVERY (1948)
 DV2033
 DV2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 DV2033'CHANGE AT THE WEST EDGE OF THE CONCRETE COMPASS TABLE TO SIX
 DV2033'FEET WEST OF THE WEST EDGE OF THE CONCRETE COMPASS TABLE
 DV2033
 DV2033                          STATION RECOVERY (2007)
 DV2033
 DV2033'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2033'RECOVERED IN GOOD CONDITION.
 DV2033
 DV2033                          STATION RECOVERY (2008)
 DV2033
 DV2033'RECOVERY NOTE BY ENTELLUS INC 2008 (DGF)
 DV2033'STATION APPEARS SUBJECT TO SUBSIDENCE AND WAS FOUND NORTH AND WEST OF
 DV2033'ITS PUBLISHED POSITION.
 DV2033' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2035 ***********************************************************************
 DV2035  DESIGNATION -  LUKE FIELD BEACON
 DV2035  PID         -  DV2035
 DV2035  STATE/COUNTY-  AZ/MARICOPA
 DV2035  USGS QUAD   -  EL MIRAGE (1982)
 DV2035
 DV2035                         *CURRENT SURVEY CONTROL
 DV2035  ___________________________________________________________________
 DV2035* NAD 83(1992)-  33 32 32.98755(N)    112 21 34.96862(W)     ADJUSTED  
 DV2035* NAVD 88     -              **(meters)            **(feet)            
 DV2035  ___________________________________________________________________
 DV2035  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DV2035  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV2035  HORZ ORDER  -  THIRD
 DV2035
 DV2035.The horizontal coordinates were established by classical geodetic methods
 DV2035.and adjusted by the National Geodetic Survey in August 1993.
 DV2035
 DV2035
 DV2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2035
 DV2035.The geoid height was determined by GEOID03.
 DV2035
 DV2035;                    North         East     Units Scale Factor Converg.
 DV2035;SPC AZ C     -   282,001.337   172,215.043   MT  0.99992086   -0 14 41.3
 DV2035;SPC AZ C     -   925,201.24    565,009.98   iFT  0.99992086   -0 14 41.3
 DV2035;UTM  12      - 3,712,258.573   373,759.598   MT  0.99979647   -0 45 05.1
 DV2035
 DV2035                          SUPERSEDED SURVEY CONTROL
 DV2035
 DV2035  NAD 83(1986)-  33 32 32.98161(N)    112 21 34.97474(W) AD(       ) 4
 DV2035  NAD 27      -  33 32 32.83700(N)    112 21 32.40400(W) AD(       ) 3
 DV2035
 DV2035.Superseded values are not recommended for survey control.
 DV2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2035.See file dsdata.txt to determine how the superseded data were derived.
 DV2035
 DV2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7376012259(NAD 83)
 DV2035_MARKER: 22 = AIRWAY BEACON
 DV2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2035+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2008
 DV2035
 DV2035  HISTORY     - Date     Condition        Report By
 DV2035  HISTORY     - 1947     FIRST OBSERVED   CGS
 DV2035  HISTORY     - 1948     GOOD             CGS
 DV2035  HISTORY     - 20080112 GOOD             GEOCAC
 DV2035
 DV2035                          STATION DESCRIPTION
 DV2035
 DV2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2035'LOCATED ABOUT 5 MILES NORTH OF LITCHFILED PARK AT THE U.S.
 DV2035'ARMY AIRFIELD, A ROTATING BEACON ATOP THE CENTER OF LARGE
 DV2035'CIRCULAR WATER TANK WHICH IS ABOUT 90 FEET HIGH AND PAINTED
 DV2035'WITH A BLACK AND YELLOW CHECKERED PATTERN.  THE ROTATING BEACON
 DV2035'WAS THE POINT OBSERVED ON.
 DV2035
 DV2035                          STATION RECOVERY (1948)
 DV2035
 DV2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 DV2035'GOOD
 DV2035
 DV2035                          STATION RECOVERY (2008)
 DV2035
 DV2035'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 DV2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI3353 ***********************************************************************
 AI3353  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3353  DESIGNATION -  LUNDBERG
 AI3353  PID         -  AI3353
 AI3353  STATE/COUNTY-  AZ/MARICOPA
 AI3353  USGS QUAD   -  RED PICACHO (1978)
 AI3353
 AI3353                         *CURRENT SURVEY CONTROL
 AI3353  ___________________________________________________________________
 AI3353* NAD 83(2007)-  33 56 16.87474(N)    112 30 02.93169(W)     ADJUSTED  
 AI3353* NAVD 88     -       949.96   (meters)    3116.7    (feet)  GPS OBS   
 AI3353  ___________________________________________________________________
 AI3353  EPOCH DATE  -        2007.00
 AI3353  X           -  -2,027,474.152 (meters)                     COMP
 AI3353  Y           -  -4,894,558.826 (meters)                     COMP
 AI3353  Z           -   3,541,259.011 (meters)                     COMP
 AI3353  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AI3353  ELLIP HEIGHT-         920.721 (meters)          (02/10/07) ADJUSTED
 AI3353  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AI3353
 AI3353  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI3353  Type    PID    Designation                      North   East  Ellip
 AI3353  -------------------------------------------------------------------
 AI3353  NETWORK AI3353 LUNDBERG                          0.33   0.27   0.76
 AI3353  -------------------------------------------------------------------
 AI3353
 AI3353.The horizontal coordinates were established by GPS observations
 AI3353.and adjusted by the National Geodetic Survey in February 2007.
 AI3353
 AI3353.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI3353.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI3353.The horizontal coordinates are valid at the epoch date displayed above.
 AI3353.The epoch date for horizontal control is a decimal equivalence
 AI3353.of Year/Month/Day.
 AI3353
 AI3353.The orthometric height was determined by GPS observations and a
 AI3353.high-resolution geoid model.
 AI3353.The orthometric height was determined by GPS observations and a
 AI3353.high-resolution geoid model using precise GPS observation and
 AI3353.processing techniques.
 AI3353
 AI3353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3353
 AI3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3353
 AI3353.The ellipsoidal height was determined by GPS observations
 AI3353.and is referenced to NAD 83.
 AI3353
 AI3353.The geoid height was determined by GEOID03.
 AI3353
 AI3353;                    North         East     Units Scale Factor Converg.
 AI3353;SPC AZ C     -   325,933.375   159,359.523   MT  0.99993594   -0 19 34.1
 AI3353;SPC AZ C     - 1,069,335.22    522,833.08   iFT  0.99993594   -0 19 34.1
 AI3353;UTM  12      - 3,756,298.222   361,296.445   MT  0.99983717   -0 50 16.9
 AI3353
 AI3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3353!SPC AZ C     -   0.99985548  x   0.99993594  =   0.99979143
 AI3353!UTM  12      -   0.99985548  x   0.99983717  =   0.99969267
 AI3353
 AI3353                          SUPERSEDED SURVEY CONTROL
 AI3353
 AI3353  NAD 83(1992)-  33 56 16.87424(N)    112 30 02.93125(W) AD(       ) A
 AI3353  ELLIP H (01/27/00)  920.727  (m)                       GP(       ) 1 1
 AI3353
 AI3353.Superseded values are not recommended for survey control.
 AI3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3353.See file dsdata.txt to determine how the superseded data were derived.
 AI3353
 AI3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6129656298(NAD 83)
 AI3353_MARKER: DD = SURVEY DISK
 AI3353_SETTING: 66 = SET IN ROCK OUTCROP
 AI3353_STAMPING: LUNDBERG 1998
 AI3353_MARK LOGO: AZDT  
 AI3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3353+STABILITY: POSITION/ELEVATION WELL
 AI3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3353+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 AI3353
 AI3353  HISTORY     - Date     Condition        Report By
 AI3353  HISTORY     - 1998     MONUMENTED       AZDT
 AI3353  HISTORY     - 19980101 SEE DESCRIPTION  AZ-013
 AI3353  HISTORY     - 20000323 GOOD             MCDOT
 AI3353  HISTORY     - 20080711 GOOD             SURPGS
 AI3353
 AI3353                          STATION DESCRIPTION
 AI3353
 AI3353'DESCRIBED BY MARICOPA COUNTY ARIZONA 1998 (DL)
 AI3353'IN MARICOPA COUNTY, ARIZONA, ABOUT 13 MI (20.9 KM) EAST OF WICKENBURG.
 AI3353'WHERE CASTLE HOT SPRING ROAD INTERSECTS MARICOPA/PAVAPAI COUNTY
 AI3353'BORDER.  OWNERSHIP- UNKNOWN -PROBABLY STATE OWNED-.  TO REACH THE
 AI3353'STATION FROM THE INTERSECTION OF US 60 AND CASTLE HOT SPRINGS ROAD, GO
 AI3353'NORTH ON CASTLE HOT SPRINGS ROAD 8.5 MI (13.7 KM) TO A DIRT ROAD ON
 AI3353'THE RIGHT AT THE MARICOPA-YAVAPAI COUNTY LINE, APPROXIMATELY 1200 FT
 AI3353'(365.8 M) PAST ROAD SIGN STATING LEAVING MARICOPA COUNTY AND
 AI3353'APPROXIMATELY 40 PAST SIGN STATING -PRIMITIVE ROAD-, THENCE RIGHT ON
 AI3353'DIRT ROAD APPROXIMATELY 200 FT (61.0 M) TO A ROCKY DIRT ROAD ON RIGHT,
 AI3353'THENCE UP ROCK DIRT ROAD APPROXIMATELY 300 FT (91.4 M) TO PARKING
 AI3353'AREA.  MONUMENT IS A TOP OF HILL APPROXIMATELY A 5 MIN PACK. MONUMENT
 AI3353'IS A 3-INCH MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS CAP SET IN DRILL
 AI3353'HOLE ON A ROCK OUTCROP APPROXIMATELY 4 FT (1.2 M) WEST OF ROCK CAIRN
 AI3353'STAMPED LUNDBERG 1998.  DESCRIBED BY BRIAN DALAGER
 AI3353
 AI3353                          STATION RECOVERY (2000)
 AI3353
 AI3353'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI3353'RECOVERED AS DESCRIBED.
 AI3353
 AI3353                          STATION RECOVERY (2008)
 AI3353
 AI3353'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 AI3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0434 ***********************************************************************
 CY0434  DESIGNATION -  LUZENA AZ MK
 CY0434  PID         -  CY0434
 CY0434  STATE/COUNTY-  AZ/COCHISE
 CY0434  USGS QUAD   -  LUZENA (1979)
 CY0434
 CY0434                         *CURRENT SURVEY CONTROL
 CY0434  ___________________________________________________________________
 CY0434* NAD 83(1986)-  32 21 09.     (N)    109 36 36.     (W)     SCALED    
 CY0434* NAVD 88     -      1217.532  (meters)    3994.52   (feet)  ADJUSTED  
 CY0434  ___________________________________________________________________
 CY0434  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0434  DYNAMIC HT  -        1215.730 (meters)    3988.61  (feet)  COMP
 CY0434  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 CY0434
 CY0434  VERT ORDER  -  FIRST     CLASS II
 CY0434
 CY0434.The horizontal coordinates were scaled from a topographic map and have
 CY0434.an estimated accuracy of +/- 6 seconds.
 CY0434
 CY0434.The orthometric height was determined by differential leveling
 CY0434.and adjusted in June 1991.
 CY0434
 CY0434.The geoid height was determined by GEOID03.
 CY0434
 CY0434.The dynamic height is computed by dividing the NAVD 88
 CY0434.geopotential number by the normal gravity value computed on the
 CY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0434.degrees latitude (g = 980.6199 gals.).
 CY0434
 CY0434.The modeled gravity was interpolated from observed gravity values.
 CY0434
 CY0434;                    North         East    Units  Estimated Accuracy
 CY0434;SPC AZ E     -   150,090.      265,750.      MT  (+/- 180 meters Scaled)
 CY0434
 CY0434                          SUPERSEDED SURVEY CONTROL
 CY0434
 CY0434  NGVD 29 (??/??/92) 1216.708  (m)         3991.82   (f) ADJ UNCH    1 2
 CY0434
 CY0434.Superseded values are not recommended for survey control.
 CY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0434.See file dsdata.txt to determine how the superseded data were derived.
 CY0434
 CY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA307803(NAD 83)
 CY0434_MARKER: DZ = AZIMUTH MARK DISK
 CY0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0434_SP_SET: UNDERPASS
 CY0434_STAMPING: LUZENA 1945
 CY0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0434+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0434
 CY0434  HISTORY     - Date     Condition        Report By
 CY0434  HISTORY     - 1945     MONUMENTED       CGS
 CY0434  HISTORY     - 1970     GOOD             NGS
 CY0434  HISTORY     - 1979     GOOD             NGS
 CY0434  HISTORY     - 20050515 GOOD             NGS
 CY0434
 CY0434                          STATION DESCRIPTION
 CY0434
 CY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0434'7.45 MI W FROM BOWIE.
 CY0434'5.45 MILES EAST ALONG INTERSTATE HIGHWAY 10 BUSINESS LOOP FROM THE
 CY0434'JUNCTION OF I-10 BUSINESS LOOP AND STATE HIGHWAY 186 IN WILLCOX TO
 CY0434'INTERSTATE HIGHWAY 10 THENCE EAST ON INTERSTATE HIGHWAY 10 10 MILES,
 CY0434'233 FEET WEST OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE
 CY0434'HIGHWAY 10, 7.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 CY0434'AND 2.5 FEET EAST OF THE WEST EDGE OF THE RAILROAD UNDERPASS CEMENTED
 CY0434'IN A DRILL HOLE IN THE NORTHWEST END OF THE CONCRETE RAILING OF THE
 CY0434'RAILROAD UNDERPASS.  SEC 32, T12S, R27E.
 CY0434
 CY0434                          STATION RECOVERY (1979)
 CY0434
 CY0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0434'12.6 KILOMETERS (7.85 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0434'THE RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FRONTAGE ROAD UNDERPASS
 CY0434'UNDER THE SOUTHERN PACIFIC RAILROAD, IN TOP OF THE NORTH RAILING,
 CY0434'58.5 METERS (192 FEET) NORTH OF THE NORTH RAIL, 2.2 METERS (7.2 FEET)
 CY0434'EAST OF THE NORTH RAILROAD MILE POST 1091 AND 0.8 METER (2.7 FEET)
 CY0434'EAST OF THE WEST END OF THE RAILING.
 CY0434'THE MARK IS 1 M ABOVE THE RAILS.
 CY0434
 CY0434                          STATION RECOVERY (2005)
 CY0434
 CY0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0434'BRIDGE IS CALLED 'LUZENA OVERPASS' ON FRONTAGE ROAD, WHICH WAS
 CY0434'FORMERLY ROUTE AZ 86.  RR IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0441 ***********************************************************************
 CY0441  DESIGNATION -  LUZENA RM A
 CY0441  PID         -  CY0441
 CY0441  STATE/COUNTY-  AZ/COCHISE
 CY0441  USGS QUAD   -  RAILROAD PASS (1979)
 CY0441
 CY0441                         *CURRENT SURVEY CONTROL
 CY0441  ___________________________________________________________________
 CY0441* NAD 83(1992)-  32 21 47.43302(N)    109 38 00.90397(W)     ADJUSTED  
 CY0441* NAVD 88     -      1248.278  (meters)    4095.39   (feet)  ADJUSTED  
 CY0441  ___________________________________________________________________
 CY0441  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CY0441  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0441  DYNAMIC HT  -        1246.428 (meters)    4089.32  (feet)  COMP
 CY0441  MODELED GRAV-     979,113.9   (mgal)                       NAVD 88
 CY0441
 CY0441  HORZ ORDER  -  FIRST
 CY0441  VERT ORDER  -  FIRST     CLASS II
 CY0441
 CY0441.The horizontal coordinates were established by classical geodetic methods
 CY0441.and adjusted by the National Geodetic Survey in August 1993.
 CY0441
 CY0441.The orthometric height was determined by differential leveling
 CY0441.and adjusted in June 1991.
 CY0441
 CY0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0441
 CY0441.The geoid height was determined by GEOID03.
 CY0441
 CY0441.The dynamic height is computed by dividing the NAVD 88
 CY0441.geopotential number by the normal gravity value computed on the
 CY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0441.degrees latitude (g = 980.6199 gals.).
 CY0441
 CY0441.The modeled gravity was interpolated from observed gravity values.
 CY0441
 CY0441;                    North         East     Units Scale Factor Converg.
 CY0441;SPC AZ E     -   151,260.491   263,528.344   MT  0.99993103   +0 17 07.3
 CY0441;SPC AZ E     -   496,261.45    864,594.30   iFT  0.99993103   +0 17 07.3
 CY0441;UTM  12      - 3,581,512.820   628,559.169   MT  0.99980381   +0 43 53.5
 CY0441
 CY0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0441!SPC AZ E     -   0.99980825  x   0.99993103  =   0.99973929
 CY0441!UTM  12      -   0.99980825  x   0.99980381  =   0.99961210
 CY0441
 CY0441:                Primary Azimuth Mark                     Grid Az
 CY0441:SPC AZ E     -  BART                                     109 43 50.1
 CY0441:UTM  12      -  BART                                     109 17 03.9
 CY0441
 CY0441|---------------------------------------------------------------------|
 CY0441| PID    Reference Object                     Distance      Geod. Az  |
 CY0441|                                                           dddmmss.s |
 CY0441| CY0329 BART                                APPROX.15.0 KM 1100057.4 |
 CY0441| CY0434 LUZENA AZ MK                                       1171907.4 |
 CY0441| CY0442 LUZENA RM A RM 4                     12.718 METERS 13430     |
 CY0441| CY0440 LUZENA                               27.950 METERS 16631     |
 CY0441| CY0623 LUZENA RM A RM 5                     11.002 METERS 21448     |
 CY0441|---------------------------------------------------------------------|
 CY0441
 CY0441                          SUPERSEDED SURVEY CONTROL
 CY0441
 CY0441  NAD 83(1986)-  32 21 47.42800(N)    109 38 00.90142(W) AD(       ) 1
 CY0441  NAD 27      -  32 21 47.17141(N)    109 37 58.65124(W) AD(       ) 1
 CY0441  NGVD 29 (07/19/86) 1247.45   (m)         4092.7    (f) LEVELING    3  
 CY0441
 CY0441.Superseded values are not recommended for survey control.
 CY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0441.See file dsdata.txt to determine how the superseded data were derived.
 CY0441
 CY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2855981513(NAD 83)
 CY0441_MARKER: DR = REFERENCE MARK DISK
 CY0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0441_STAMPING: LUZENA RM A 1970
 CY0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0441+STABILITY: SURFACE MOTION
 CY0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0441+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0441
 CY0441  HISTORY     - Date     Condition        Report By
 CY0441  HISTORY     - 1970     MONUMENTED       NGS
 CY0441  HISTORY     - 1974     GOOD             NGS
 CY0441  HISTORY     - 1974     GOOD             NGS
 CY0441  HISTORY     - 1979     GOOD             NGS
 CY0441  HISTORY     - 1983     GOOD             AZDT
 CY0441  HISTORY     - 20060320 GOOD             NGS
 CY0441
 CY0441                          STATION DESCRIPTION
 CY0441
 CY0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0441'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF WILLCOX, 9 MILES
 CY0441'WEST-NORTHWEST OF BOWIE, 0.9 MILE WEST OF THE EAST EXIT OF U.S.
 CY0441'HIGHWAY 666 NORTH TO SAFFORD, 60 YARDS NORTH OF THE WEST BOUND LANE
 CY0441'OF INTERSTATE HIGHWAY 10 AND ON LAND OWNED BY THE STATE OF ARIZONA
 CY0441'AND PRESENTLY LEASED TO MR. DARRELL CLUFF, A DENTIST, WHO HAS HIS
 CY0441'OFFICE IN SAFFORD.
 CY0441'
 CY0441'FOR THE ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 CY0441'TRIANGULATION STATION LUZENA 1945 THEREOF.
 CY0441'
 CY0441'THE TRAVERSE DISTANCE MENTIONED BELOW HAS BEEN REDUCED TO SEA
 CY0441'LEVEL.
 CY0441'
 CY0441'THE HEIGHT OF INSTRUMENT WAS 19.64 METERS THE LIGHT SHOWN WAS
 CY0441'22.32 METERS.
 CY0441'
 CY0441'THE STATION MARK DISKS ARE STANDARD DISKS STAMPED LUZENA RM A 1970,
 CY0441'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CY0441'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE AND THE
 CY0441'UNDERGROUND MARK IS 36 INCHES BELOW GROUND.  IT IS 87.5 FEET
 CY0441'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 81
 CY0441'FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0441
 CY0441                          STATION RECOVERY (1974)
 CY0441
 CY0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CY0441'THE STATION IS LOCATED ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY
 CY0441'10 ABOUT 9 MILES WEST-NORTHWEST OF BOWIE.
 CY0441'
 CY0441'THE STATION MARK IS A TCT MONUMENT STAMPED LUZENA RM A 1970.  IT IS
 CY0441'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CY0441'IT IS 30 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE LINE AND 2-1/2
 CY0441'FEET SOUTH OF THE WITNESS POST.
 CY0441'
 CY0441'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, LUZENA RM A NO 4 1974.
 CY0441'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 4
 CY0441'INCHES.  THE MARK IS 2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE
 CY0441'LINE.
 CY0441'
 CY0441'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, LUZENA RM A NO 5 1974.
 CY0441'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 5
 CY0441'INCHES.  THE MARK IS 36 FEET SOUTHWEST OF THE WITNESS POST AND
 CY0441'3 FEET SOUTHWEST OF THE FENCE LINE.
 CY0441'
 CY0441'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LUZENA 1945.  IT IS SET
 CY0441'IN A DRILL HOLE IN THE CONCRETE BASE FOR A RAILING AT THE NORTHWEST
 CY0441'END OF A RAILROAD BRIDGE.  TO REACH THE AZIMUTH MARK FROM THE
 CY0441'STATION, GO EAST ALONG I-10 FOR 1/2 MILE TO EXIT WITH U.S. 666.  EXIT
 CY0441'AND GO EAST ALONG THE SOUTH FRONTAGE ROAD FOR 1 MILE TO THE
 CY0441'RAILROAD BRIDGE AND THE MARK.
 CY0441'
 CY0441'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY0441'ALONG HASKELL STREET FOR 4.2 MILES TO THE ENTRANCE TO INTERSTATE
 CY0441'HIGHWAY 10, ENTER THE HIGHWAY AND GO NORTHEAST FOR 8 MILES TO
 CY0441'JUNCTION WITH U.S. HIGHWAY 666 LEADING NORTH.  CONTINUE NORTHEAST
 CY0441'ALONG I-10 FOR 2.9 MILES TO THE STATION ON THE LEFT.  (0.6 MILE
 CY0441'BEFORE REACHING THE SECOND JUNCTION OF U.S. 666).
 CY0441'
 CY0441'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY0441
 CY0441                          STATION RECOVERY (1974)
 CY0441
 CY0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CY0441'14.3 MI NE FROM WILLCOX.
 CY0441'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0441'TO INTERSTATE HIGHWAY 10, THENCE 7.2 MILES NORTHEAST ALONG I-10 TO THE
 CY0441'FIRST U.S. 666 EXIT LEADING NORTH, CONTINUE NORTHEAST ALONG I-10 FOR
 CY0441'2.9 MILES TO THE MARK ON THE LEFT 0.6 MILE BEFORE REACHING THE SECOND
 CY0441'U.S. 666 EXIT.  30 FEET NORTH OF THE RIGHT OF WAY FENCE LINE AND 2 1/2
 CY0441'FEET SOUTH OF THE WITNESS POST.
 CY0441
 CY0441                          STATION RECOVERY (1979)
 CY0441
 CY0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0441'15.5 KILOMETERS (9.6 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0441'RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FIRST SUMMIT WEST OF U. S.
 CY0441'HIGHWAY 666 OVERPASS, 38.5 METERS (126.3 FEET) NORTH OF THE
 CY0441'CENTERLINE OF THE WESTBOUND TRAFFIC LANES AND 8.6 METERS (28.2 FEET)
 CY0441'NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0441'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 CY0441'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CY0441
 CY0441                          STATION RECOVERY (1983)
 CY0441
 CY0441'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0441'THE STATION MARK, REFERENCE MARKS AND AZMUTH MARK WERE RECOVERED AS
 CY0441'DESCRIBED IN 1974.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 CY0441
 CY0441                          STATION RECOVERY (2006)
 CY0441
 CY0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0441'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0442 ***********************************************************************
 CY0442  DESIGNATION -  LUZENA RM A RM 4
 CY0442  PID         -  CY0442
 CY0442  STATE/COUNTY-  AZ/COCHISE
 CY0442  USGS QUAD   -  RAILROAD PASS (1979)
 CY0442
 CY0442                         *CURRENT SURVEY CONTROL
 CY0442  ___________________________________________________________________
 CY0442* NAD 83(1992)-  32 21 47.14358(N)    109 38 00.55704(W)     NO CHECK  
 CY0442* NAVD 88     -      1248.222  (meters)    4095.21   (feet)  ADJUSTED  
 CY0442  ___________________________________________________________________
 CY0442  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CY0442  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0442  DYNAMIC HT  -        1246.373 (meters)    4089.14  (feet)  COMP
 CY0442  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CY0442
 CY0442  HORZ ORDER  -  THIRD
 CY0442  VERT ORDER  -  FIRST     CLASS II
 CY0442
 CY0442.The horizontal coordinates were established by classical geodetic methods
 CY0442.and adjusted by the National Geodetic Survey in August 1993.
 CY0442.No horizontal observational check was made to the station.
 CY0442
 CY0442.The orthometric height was determined by differential leveling
 CY0442.and adjusted in June 1991.
 CY0442
 CY0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0442
 CY0442.The geoid height was determined by GEOID03.
 CY0442
 CY0442.The dynamic height is computed by dividing the NAVD 88
 CY0442.geopotential number by the normal gravity value computed on the
 CY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0442.degrees latitude (g = 980.6199 gals.).
 CY0442
 CY0442.The modeled gravity was interpolated from observed gravity values.
 CY0442
 CY0442;                    North         East     Units Scale Factor Converg.
 CY0442;SPC AZ E     -   151,251.621   263,537.458   MT  0.99993104   +0 17 07.5
 CY0442;SPC AZ E     -   496,232.35    864,624.21   iFT  0.99993104   +0 17 07.5
 CY0442;UTM  12      - 3,581,504.022   628,568.350   MT  0.99980384   +0 43 53.7
 CY0442
 CY0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0442!SPC AZ E     -   0.99980826  x   0.99993104  =   0.99973931
 CY0442!UTM  12      -   0.99980826  x   0.99980384  =   0.99961213
 CY0442
 CY0442                          SUPERSEDED SURVEY CONTROL
 CY0442
 CY0442  NAD 83(1986)-  32 21 47.13855(N)    109 38 00.55449(W) AD(       ) 3
 CY0442  NGVD 29 (07/20/88) 1247.45   (m)         4092.7    (f) LEVELING    3  
 CY0442
 CY0442.Superseded values are not recommended for survey control.
 CY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0442.See file dsdata.txt to determine how the superseded data were derived.
 CY0442
 CY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2856881504(NAD 83)
 CY0442_MARKER: DR = REFERENCE MARK DISK
 CY0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0442_STAMPING: LUZENA RM A NO 4 1974
 CY0442_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0442+STABILITY: SURFACE MOTION
 CY0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0442+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0442
 CY0442  HISTORY     - Date     Condition        Report By
 CY0442  HISTORY     - 1974     MONUMENTED       NGS
 CY0442  HISTORY     - 1979     GOOD             NGS
 CY0442  HISTORY     - 20060320 GOOD             NGS
 CY0442
 CY0442                          STATION DESCRIPTION
 CY0442
 CY0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CY0442'14.3 MI NE FROM WILLCOX.
 CY0442'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0442'TO INTERSTATE HIGHWAY 10, THENCE 7.2 MILES NORTHEAST ALONG I-10 TO THE
 CY0442'FIRST U.S. 666 EXIT, CONTINUE NORTHEAST ALONG I-10 FOR 2.9 MILES TO
 CY0442'THE MARK ON THE LEFT 0.6 MILE BEFORE REACHING THE SECOND U.S. 666
 CY0442'EXIT.  THE MARK IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 CY0442'PROJECTS 4 INCHES.  2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCELINE.
 CY0442
 CY0442                          STATION RECOVERY (1979)
 CY0442
 CY0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0442'15.4 KILOMETERS (9.6 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0442'THE RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FIRST SUMMIT WEST OF
 CY0442'U. S. HIGHWAY 666 OVERPASS, 0.3 KILOMETER (0.2 MILE) EAST OF MILE
 CY0442'POST 355, 15.4 METERS (50.5 FEET) NORTH OF THE CENTERLINE OF THE
 CY0442'WESTBOUND TRAFFIC LANES, 12.8 METERS (41.8 FEET) SOUTHEAST OF THE
 CY0442'STATION AND 0.4 METER (1.4 FEET) SOUTH OF THE NORTH RIGHT-OF-WAY
 CY0442'FENCE.  NOTE--THE STAMPING IN THE ARCHIVE LIST IS NOT THE SAME AS
 CY0442'THAT ON THE DISK.  TWO SETS OF DIES WERE USED FOR THE STAMPING.  THE
 CY0442'NO. 4 IS STAMPED OVER THE OLD NO. 1.
 CY0442'THE MARK IS 13.1 METERS  SE FROM A WITNESS POST.
 CY0442'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CY0442
 CY0442                          STATION RECOVERY (2006)
 CY0442
 CY0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0442'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0623 ***********************************************************************
 CY0623  DESIGNATION -  LUZENA RM A RM 5
 CY0623  PID         -  CY0623
 CY0623  STATE/COUNTY-  AZ/COCHISE
 CY0623  USGS QUAD   -  RAILROAD PASS (1979)
 CY0623
 CY0623                         *CURRENT SURVEY CONTROL
 CY0623  ___________________________________________________________________
 CY0623* NAD 83(1992)-  32 21 47.13973(N)    109 38 01.14412(W)     NO CHECK  
 CY0623* NAVD 88     -      1248.416  (meters)    4095.84   (feet)  ADJUSTED  
 CY0623  ___________________________________________________________________
 CY0623  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CY0623  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0623  DYNAMIC HT  -        1246.566 (meters)    4089.78  (feet)  COMP
 CY0623  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CY0623
 CY0623  HORZ ORDER  -  THIRD
 CY0623  VERT ORDER  -  FIRST     CLASS II
 CY0623
 CY0623.The horizontal coordinates were established by classical geodetic methods
 CY0623.and adjusted by the National Geodetic Survey in August 1993.
 CY0623.No horizontal observational check was made to the station.
 CY0623
 CY0623.The orthometric height was determined by differential leveling
 CY0623.and adjusted in June 1991.
 CY0623
 CY0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0623
 CY0623.The geoid height was determined by GEOID03.
 CY0623
 CY0623.The dynamic height is computed by dividing the NAVD 88
 CY0623.geopotential number by the normal gravity value computed on the
 CY0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0623.degrees latitude (g = 980.6199 gals.).
 CY0623
 CY0623.The modeled gravity was interpolated from observed gravity values.
 CY0623
 CY0623;                    North         East     Units Scale Factor Converg.
 CY0623;SPC AZ E     -   151,251.426   263,522.111   MT  0.99993102   +0 17 07.2
 CY0623;SPC AZ E     -   496,231.71    864,573.85   iFT  0.99993102   +0 17 07.2
 CY0623;UTM  12      - 3,581,503.708   628,553.007   MT  0.99980379   +0 43 53.3
 CY0623
 CY0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0623!SPC AZ E     -   0.99980823  x   0.99993102  =   0.99973926
 CY0623!UTM  12      -   0.99980823  x   0.99980379  =   0.99961205
 CY0623
 CY0623                          SUPERSEDED SURVEY CONTROL
 CY0623
 CY0623  NAD 83(1986)-  32 21 47.13468(N)    109 38 01.14160(W) AD(       ) 3
 CY0623  NGVD 29 (07/20/88) 1247.64   (m)         4093.3    (f) LEVELING    3  
 CY0623
 CY0623.Superseded values are not recommended for survey control.
 CY0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0623.See file dsdata.txt to determine how the superseded data were derived.
 CY0623
 CY0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2855381504(NAD 83)
 CY0623_MARKER: DR = REFERENCE MARK DISK
 CY0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0623_SP_SET: CONCRETE POST
 CY0623_STAMPING: LUZENA 1945 NO 5 1974
 CY0623_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0623+STABILITY: SURFACE MOTION
 CY0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0623+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0623
 CY0623  HISTORY     - Date     Condition        Report By
 CY0623  HISTORY     - 1974     MONUMENTED       NGS
 CY0623  HISTORY     - 1979     GOOD             NGS
 CY0623  HISTORY     - 20060320 GOOD             NGS
 CY0623
 CY0623                          STATION DESCRIPTION
 CY0623
 CY0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0623'15.5 KM WEST FROM BOWIE.
 CY0623'15.5 KILOMETERS (9.6 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0623'RICHARDS AVENUE UNDERPASS AT BOWIE, AT THE FIRST SUMMIT WEST OF THE
 CY0623'U. S. HIGHWAY 666 OVERPASS, 0.3 KILOMETER (0.2 MILE) EAST OF MILE
 CY0623'POST 355, 29.6 KILOMETERS (97 FEET) NORTH OF THE CENTERLINE OF THE
 CY0623'WESTBOUND TRAFFIC LANES, 30.7 METERS (101 FEET) WEST OF A BRACED
 CY0623'ANGLE IRON FENCE POST IN THE NORTH RIGHT-OF-WAY FENCE, 11.0 METERS
 CY0623'(36.2 FEET) SOUTHWEST OF STATION LUZENA RM A AND 0.3 METER (1.1 FEET)
 CY0623'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0623'THE MARK IS 11.4 METERS  SW FROM A WITNESS POST.
 CY0623'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CY0623
 CY0623                          STATION RECOVERY (2006)
 CY0623
 CY0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0623'US 666 IS NOW US 191.  THIS MAY BE THE RESTAMPED AND MOVED RM 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0350 ***********************************************************************
 GQ0350  DESIGNATION -  LYDEL
 GQ0350  PID         -  GQ0350
 GQ0350  STATE/COUNTY-  AZ/MOHAVE
 GQ0350  USGS QUAD   -  WHITE POCKETS (1988)
 GQ0350
 GQ0350                         *CURRENT SURVEY CONTROL
 GQ0350  ___________________________________________________________________
 GQ0350* NAD 83(1992)-  36 47 45.63319(N)    113 11 43.67086(W)     ADJUSTED  
 GQ0350* NAVD 88     -      1508.2    (meters)    4948.     (feet)  VERTCON   
 GQ0350  ___________________________________________________________________
 GQ0350  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 GQ0350  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 GQ0350  HORZ ORDER  -  SECOND
 GQ0350
 GQ0350.The horizontal coordinates were established by classical geodetic methods
 GQ0350.and adjusted by the National Geodetic Survey in August 1993.
 GQ0350
 GQ0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0350
 GQ0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0350
 GQ0350.The geoid height was determined by GEOID03.
 GQ0350
 GQ0350;                    North         East     Units Scale Factor Converg.
 GQ0350;SPC AZ W     -   642,999.213   262,848.633   MT  0.99996349   +0 19 55.8
 GQ0350;SPC AZ W     - 2,109,577.47    862,364.28   iFT  0.99996349   +0 19 55.8
 GQ0350;UTM  12      - 4,074,491.860   304,121.972   MT  1.00007270   -1 18 55.5
 GQ0350
 GQ0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0350!SPC AZ W     -   0.99976698  x   0.99996349  =   0.99973048
 GQ0350!UTM  12      -   0.99976698  x   1.00007270  =   0.99983967
 GQ0350
 GQ0350|---------------------------------------------------------------------|
 GQ0350| PID    Reference Object                     Distance      Geod. Az  |
 GQ0350|                                                           dddmmss.s |
 GQ0350| CH3598 LYDEL RM 1                           12.358 METERS 01046     |
 GQ0350| CH3599 LYDEL RM 2                           10.544 METERS 24524     |
 GQ0350| CH3597 LYDEL AZ MK                                        2530648.4 |
 GQ0350|---------------------------------------------------------------------|
 GQ0350
 GQ0350                          SUPERSEDED SURVEY CONTROL
 GQ0350
 GQ0350  NAD 83(1986)-  36 47 45.62961(N)    113 11 43.66941(W) AD(       ) 2
 GQ0350  NAD 27      -  36 47 45.68200(N)    113 11 40.86400(W) AD(       ) 2
 GQ0350  NGVD 29 (07/19/86) 1507.4    (m)         4946.     (f) VERT ANG    3  
 GQ0350
 GQ0350.Superseded values are not recommended for survey control.
 GQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0350.See file dsdata.txt to determine how the superseded data were derived.
 GQ0350
 GQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0412274492(NAD 83)
 GQ0350_MARKER: DS = TRIANGULATION STATION DISK
 GQ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GQ0350
 GQ0350  HISTORY     - Date     Condition        Report By
 GQ0350  HISTORY     - 1953     MONUMENTED       CGS
 GQ0350
 GQ0350                          STATION DESCRIPTION
 GQ0350
 GQ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0350'THE STATION IS LOCATED ON THE EAST SLOPE OF A MESA, IN THE
 GQ0350'SOUTHEAST CORNER OF A FENCE, IN PASTURE LAND.  IT IS ABOUT
 GQ0350'18 MILES, AIRLINE, SOUTHWEST OF SHORT CREEK, 3 MILES WEST OF
 GQ0350'LYDEL WASH AND 1.0 MILE SOUTH OF THE OLD ROAD LOCALLY KNOWN AS
 GQ0350'THE OLD NAVAJO TRAIL.
 GQ0350'
 GQ0350'TO REACH FROM THE SHORT CREEK POST OFFICE GO WEST FOR 0.1 MILE.
 GQ0350'TURN LEFT AND GO 0.2 MILE.  HERE TURN LEFT AND THEN RIGHT AND
 GQ0350'GO FOR 2.75 MILES SOUTH ON THE MAIN TRAVELED ROAD TO A
 GQ0350'T-INTERSECTION. TURN RIGHT AND GO WEST FOR 1.75 MILES TO A FORK AND
 GQ0350'RANCH BUILDINGS ON THE LEFT.  KEEP LEFT AND GO SOUTHWEST
 GQ0350'FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 GQ0350'FOLLOW THE MAIN TRAVELED ROAD IN A SOUTHERLY DIRECTION
 GQ0350'FOR 7.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 GQ0350'AND SOUTH FOR 2.3 MILES TO A DIM CROSSROAD.  KEEP STRAIGHT
 GQ0350'AHEAD FOR 75 YARDS TO A WIRE GATE.  PASS THROUGH THE GATE AND
 GQ0350'CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 1.1 MILES TO A FORK.
 GQ0350'KEEP RIGHT STRAIGHT AHEAD FOR 2.4 MILES TO A FORK.  KEEP
 GQ0350'LEFT FOR 0.4 MILE TO A FORK.  KEEP RIGHT ON THE MAIN ROAD
 GQ0350'FOR 0.15 MILE TO A GATE AND CORRALS ON THE LEFT.  PASS THROUGH
 GQ0350'THE GATE AND CONTINUE WEST FOR 0.45 MILE TO A DIM FORK.  KEEP
 GQ0350'LEFT ON THE MAIN ROAD, CROSSING A DEEP WASH, GOING WEST AND
 GQ0350'SOUTHWEST FOR 1.7 MILES TO A GATE.  PASS THROUGH GATE AND
 GQ0350'CONTINUE ON THE MAIN ROAD FOR 1.0 MILE TO A FORK ON TOP OF
 GQ0350'A LOW MESA.  KEEP LEFT STRAIGHT AHEAD, GOING SOUTH, FOR
 GQ0350'0.55 MILE TO A GATE IN AN EAST-WEST FENCE.  TURN LEFT ON THE
 GQ0350'NORTH SIDE OF THE FENCE AND GO EAST ALONG THE FENCE FOR 0.1 MILE
 GQ0350'TO THE AZIMUTH MARK IN THE FENCE LINE.  CONTINUE EAST ALONG
 GQ0350'THE FENCE FOR 0.35 MILES TO THE STATION IN THE FENCE CORNER.
 GQ0350'
 GQ0350'THE STATION IS A STANDARD DISK STAMPED LYDEL 1952.  IT IS SET
 GQ0350'IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 9.5
 GQ0350'FEET NORTHWEST OF THE CORNER POST OF THE FENCE WHICH IS MARKED
 GQ0350'WITH A TRIANGLE BLAZE.
 GQ0350'
 GQ0350'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LYDEL NO 1 1952.
 GQ0350'IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GQ0350'IT IS 2 FEET WEST OF A NORTH-SOUTH FENCE.
 GQ0350'
 GQ0350'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LYDEL NO 2 1952.
 GQ0350'IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GQ0350'IT IS 2.5 FEET NORTH OF AN EAST-WEST FENCE.
 GQ0350'
 GQ0350'THE AZIMUTH MARK IS A STANDARD DISK STAMP LYDEL 1952.  IT IS
 GQ0350'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GQ0350'1 FOOT NORTH OF AN EAST-WEST FENCE ON THE WAY TO THE STATION, AND
 GQ0350'ABOUT 0.1 MILE EAST OF A WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0491 ***********************************************************************
 ER0491  DESIGNATION -  LYMAN
 ER0491  PID         -  ER0491
 ER0491  STATE/COUNTY-  AZ/APACHE
 ER0491  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0491
 ER0491                         *CURRENT SURVEY CONTROL
 ER0491  ___________________________________________________________________
 ER0491* NAD 83(1992)-  34 20 58.47113(N)    109 23 07.87241(W)     ADJUSTED  
 ER0491* NAVD 88     -      1968.9    (meters)    6460.     (feet)  VERTCON   
 ER0491  ___________________________________________________________________
 ER0491  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 ER0491  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 ER0491  HORZ ORDER  -  SECOND
 ER0491
 ER0491.The horizontal coordinates were established by classical geodetic methods
 ER0491.and adjusted by the National Geodetic Survey in August 1993.
 ER0491
 ER0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0491
 ER0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0491
 ER0491.The geoid height was determined by GEOID03.
 ER0491
 ER0491;                    North         East     Units Scale Factor Converg.
 ER0491;SPC AZ E     -   371,703.222   285,222.724   MT  0.99996364   +0 26 26.8
 ER0491;SPC AZ E     - 1,219,498.76    935,770.09   iFT  0.99996364   +0 26 26.8
 ER0491;UTM  12      - 3,802,097.899   648,487.398   MT  0.99987178   +0 54 40.0
 ER0491
 ER0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0491!SPC AZ E     -   0.99969464  x   0.99996364  =   0.99965829
 ER0491!UTM  12      -   0.99969464  x   0.99987178  =   0.99956646
 ER0491
 ER0491:                Primary Azimuth Mark                     Grid Az
 ER0491:SPC AZ E     -  NEIL                                     171 33 40.2
 ER0491:UTM  12      -  NEIL                                     171 05 27.0
 ER0491
 ER0491|---------------------------------------------------------------------|
 ER0491| PID    Reference Object                     Distance      Geod. Az  |
 ER0491|                                                           dddmmss.s |
 ER0491| ER0490 NEIL                                APPROX. 5.6 KM 1720007.0 |
 ER0491| CD2282 LYMAN RM 1                            7.306 METERS 24225     |
 ER0491| CD2283 LYMAN RM 2                            8.239 METERS 32511     |
 ER0491|---------------------------------------------------------------------|
 ER0491
 ER0491                          SUPERSEDED SURVEY CONTROL
 ER0491
 ER0491  NAD 83(1986)-  34 20 58.46984(N)    109 23 07.87976(W) AD(       ) 2
 ER0491  NAD 27      -  34 20 58.31947(N)    109 23 05.54160(W) AD(       ) 2
 ER0491  NGVD 29 (07/19/86) 1968.0    (m)         6457.     (f) VERT ANG    3  
 ER0491
 ER0491.Superseded values are not recommended for survey control.
 ER0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0491.See file dsdata.txt to determine how the superseded data were derived.
 ER0491
 ER0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4848702098(NAD 83)
 ER0491_MARKER: DD = SURVEY DISK
 ER0491_SETTING: 80 = SET IN A BOULDER
 ER0491_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0491+STABILITY: SURFACE MOTION
 ER0491
 ER0491  HISTORY     - Date     Condition        Report By
 ER0491  HISTORY     - 1978     MONUMENTED       AZDT
 ER0491
 ER0491                          STATION DESCRIPTION
 ER0491
 ER0491'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0491'THE STATION IS ABOUT 8.2 MILES SOUTH OF ST. JOHNS, ABOUT 0.3 MILE WEST
 ER0491'OF U.S. HWY. 180-666 ON A PROMINENT MESA OVERLOOKING LYMAN LAKE.
 ER0491'
 ER0491'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---LYMAN 1978---
 ER0491'EPOXIED IN A DRILL HOLE IN ROCK.  STATION IS NEAR A LONE CEDAR TREE ON
 ER0491'EAST EDGE OF MESA MARKED WITH A WITNESS POST AND SIGN 4.8 FEET TO THE
 ER0491'EAST.
 ER0491'
 ER0491'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---LYMAN RM 1
 ER0491'1978---AND IS EPOXIED TO A ROCK.
 ER0491'
 ER0491'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---LYMAN RM 2
 ER0491'1978---EPOXIED TO A ROCK.
 ER0491'
 ER0491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180-666 AND
 ER0491'ARIZONA HWY. 61 IN ST. JOHNS, TRAVEL SOUTH ON U.S. HWY. 180-666 FOR
 ER0491'8.21 MILES (MILE POST 377.1) TO A FORK OF THE OLD HWY., TURN RIGHT ON
 ER0491'OLD HWY. AND GO 4.48 MILES TO 2 TANKS AND A CORRAL, TURN LEFT AND
 ER0491'FOLLOW DIM TRACK TRAIL EAST AND SOUTHEAST FOR 2 MILES TO A PROMINENT
 ER0491'NOSE OF A MESA OVERLOOKING LYMAN LAKE AND THE STATION ON EAST EDGE OF
 ER0491'THE MESA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0873 ***********************************************************************
 ET0873  DESIGNATION -  LYNX
 ET0873  PID         -  ET0873
 ET0873  STATE/COUNTY-  AZ/YAVAPAI
 ET0873  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0873
 ET0873                         *CURRENT SURVEY CONTROL
 ET0873  ___________________________________________________________________
 ET0873* NAD 83(1992)-  34 35 00.95945(N)    112 19 17.31933(W)     ADJUSTED  
 ET0873* NAVD 88     -      1552.6    (meters)    5094.     (feet)  VERTCON   
 ET0873  ___________________________________________________________________
 ET0873  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 ET0873  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 ET0873  HORZ ORDER  -  SECOND
 ET0873
 ET0873.The horizontal coordinates were established by classical geodetic methods
 ET0873.and adjusted by the National Geodetic Survey in August 1993.
 ET0873
 ET0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0873
 ET0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0873
 ET0873.The geoid height was determined by GEOID03.
 ET0873
 ET0873;                    North         East     Units Scale Factor Converg.
 ET0873;SPC AZ C     -   397,459.215   176,222.927   MT  0.99991699   -0 13 47.2
 ET0873;SPC AZ C     - 1,304,000.05    578,159.21   iFT  0.99991699   -0 13 47.2
 ET0873;UTM  12      - 3,827,660.867   378,801.446   MT  0.99978105   -0 45 00.6
 ET0873
 ET0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0873!SPC AZ C     -   0.99976043  x   0.99991699  =   0.99967744
 ET0873!UTM  12      -   0.99976043  x   0.99978105  =   0.99954153
 ET0873
 ET0873:                Primary Azimuth Mark                     Grid Az
 ET0873:SPC AZ C     -  FAIN                                     106 10 18.8
 ET0873:UTM  12      -  FAIN                                     106 41 32.2
 ET0873
 ET0873|---------------------------------------------------------------------|
 ET0873| PID    Reference Object                     Distance      Geod. Az  |
 ET0873|                                                           dddmmss.s |
 ET0873| ET0872 FAIN                                APPROX. 6.2 KM 1055631.6 |
 ET0873|---------------------------------------------------------------------|
 ET0873
 ET0873                          SUPERSEDED SURVEY CONTROL
 ET0873
 ET0873  NAD 83(1986)-  34 35 00.95632(N)    112 19 17.31721(W) AD(       ) 2
 ET0873  NAD 27      -  34 35 00.86604(N)    112 19 14.72210(W) AD(       ) 2
 ET0873  NGVD 29 (07/19/86) 1551.8    (m)         5091.     (f) VERT ANG    3  
 ET0873
 ET0873.Superseded values are not recommended for survey control.
 ET0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0873.See file dsdata.txt to determine how the superseded data were derived.
 ET0873
 ET0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7880127661(NAD 83)
 ET0873_MARKER: DD = SURVEY DISK
 ET0873_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0873+WITH SETTING: INFORMATION.
 ET0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0873
 ET0873  HISTORY     - Date     Condition        Report By
 ET0873  HISTORY     - 1969     MONUMENTED       USGS
 ET0873  HISTORY     - 1980     GOOD             AZDT
 ET0873  HISTORY     - 19970628 GOOD             USPSQD
 ET0873
 ET0873                          STATION DESCRIPTION
 ET0873
 ET0873'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0873'LOCATED ABOUT 14 MI. (AIRLINE) NW. OF MAYER.  ABOUT 8 MI. NE. OF
 ET0873'PRESCOTT.  ABOUT 4 MI. SE. OF ENTRO.  ABOUT 900 FT. S. OF STATE
 ET0873'HIGHWAY 69.  AT THE E. SIDE OF THE NORTHRIDGE MOBILE HOME PARK.
 ET0873'6.2 FT. NNW. OF A GREEN ARIZONA PUBLIC SERVICE UTILITY BOX.  3.2
 ET0873'FT. E. OF A N.-S. FENCE.  3.4 FT. SW. OF A WITNESS POST.
 ET0873'
 ET0873'TO REACH FROM THE NE. INTERSECTION OF THE COURTHOUSE SQUARE IN
 ET0873'PRESCOTT, DRIVE E. ALONG HIGHWAY 89 FOR 1.3 MI. TO JUNCTION OF
 ET0873'HIGHWAYS 89 AND 69.  TAKE RIGHT FORK ALONG STATE HIGHWAY 69 FOR
 ET0873'8.85 MI. TO RD. JUNCTION RIGHT INTO TRAILER PARK.  TAKE RIGHT FORK
 ET0873'INTO PARK FOR 0.05 MI. AND RD. INTERSECTION.  TAKE LEFT FORK PAST
 ET0873'RIGHT ANGLE TURN S. FOR 0.2 MI. TO STATION ON LEFT AT FENCE.
 ET0873'
 ET0873'STATION MARK--A USGS TABLET STAMPED LYNX ET 1969 CRIMPED ON
 ET0873'COPPERWELD ROD ENCASED IN SOIL PIPE AND PROJECTING 0.1 FT.
 ET0873'
 ET0873'REFERENCE MARKS--NONE SET DUE TO REQUEST OF LAND OWNER.
 ET0873
 ET0873                          STATION RECOVERY (1980)
 ET0873
 ET0873'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0873'THE STATION WAS RECOVERED AS DESCRIBED.  NO RMS
 ET0873
 ET0873                          STATION RECOVERY (1997)
 ET0873
 ET0873'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0830 ***********************************************************************
 DV0830  DESIGNATION -  M 10
 DV0830  PID         -  DV0830
 DV0830  STATE/COUNTY-  AZ/MARICOPA
 DV0830  USGS QUAD   -  ARLINGTON (1984)
 DV0830
 DV0830                         *CURRENT SURVEY CONTROL
 DV0830  ___________________________________________________________________
 DV0830* NAD 83(1986)-  33 20 46.     (N)    112 47 36.     (W)     SCALED    
 DV0830* NAVD 88     -       262.03   (+/-2cm)     859.7    (feet)  VERTCON   
 DV0830  ___________________________________________________________________
 DV0830  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV0830  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0830
 DV0830.The horizontal coordinates were scaled from a topographic map and have
 DV0830.an estimated accuracy of +/- 6 seconds.
 DV0830
 DV0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0830.The vertical order pertains to the NGVD 29 superseded value.
 DV0830
 DV0830.The geoid height was determined by GEOID03.
 DV0830
 DV0830;                    North         East    Units  Estimated Accuracy
 DV0830;SPC AZ C     -   260,480.      131,760.      MT  (+/- 180 meters Scaled)
 DV0830
 DV0830                          SUPERSEDED SURVEY CONTROL
 DV0830
 DV0830  NGVD 29 (??/??/92)  261.397  (m)          857.60   (f) ADJ UNCH    1 2
 DV0830
 DV0830.Superseded values are not recommended for survey control.
 DV0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0830.See file dsdata.txt to determine how the superseded data were derived.
 DV0830
 DV0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB331910(NAD 83)
 DV0830_MARKER: DB = BENCH MARK DISK
 DV0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0830_SP_SET: MONUMENT
 DV0830_STAMPING: 857.600 M 10 1927
 DV0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0830
 DV0830  HISTORY     - Date     Condition        Report By
 DV0830  HISTORY     - 1927     MONUMENTED       CGS
 DV0830
 DV0830                          STATION DESCRIPTION
 DV0830
 DV0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV0830'4.3 MI W FROM HASSAYAMPA.
 DV0830'4.3 MILES WEST OF HASSAYAMPA RR. SWITCH.  BRONZE DISC SET IN STANDARD
 DV0830'CONCRETE MONUMENT 100 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS,
 DV0830'AND JUST INSIDE THE RIGHT-OF-WAY FENCE LINE.  9 1/2 TELEPHONE POLES
 DV0830'EAST OF MILEPOST 863.  625 FEET EAST OF BRIDGE NO. 863 A.  200 FEET
 DV0830'WEST OF BRIDGE NO. 863 B.  2 MILES EAST OF STATION ARLINGTON.  MARK IS
 DV0830'1 FOOT ABOVE GROUND LEVEL, AND 3 FEET BELOW TRACK LEVEL.  MARK IS ON
 DV0830'THE S.P. RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0224 ***********************************************************************
 ES0224  DESIGNATION -  M 10
 ES0224  PID         -  ES0224
 ES0224  STATE/COUNTY-  AZ/NAVAJO
 ES0224  USGS QUAD   -  HANKS DRAW (1990)
 ES0224
 ES0224                         *CURRENT SURVEY CONTROL
 ES0224  ___________________________________________________________________
 ES0224* NAD 83(1986)-  34 25 38.     (N)    110 38 48.     (W)     SCALED    
 ES0224* NAVD 88     -      2082.085  (meters)    6830.97   (feet)  ADJUSTED  
 ES0224  ___________________________________________________________________
 ES0224  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0224  DYNAMIC HT  -        2079.005 (meters)    6820.87  (feet)  COMP
 ES0224  MODELED GRAV-     979,080.7   (mgal)                       NAVD 88
 ES0224
 ES0224  VERT ORDER  -  SECOND    CLASS 0
 ES0224
 ES0224.The horizontal coordinates were scaled from a topographic map and have
 ES0224.an estimated accuracy of +/- 6 seconds.
 ES0224
 ES0224.The orthometric height was determined by differential leveling
 ES0224.and adjusted in June 1991.
 ES0224
 ES0224.The geoid height was determined by GEOID03.
 ES0224
 ES0224.The dynamic height is computed by dividing the NAVD 88
 ES0224.geopotential number by the normal gravity value computed on the
 ES0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0224.degrees latitude (g = 980.6199 gals.).
 ES0224
 ES0224.The modeled gravity was interpolated from observed gravity values.
 ES0224
 ES0224;                    North         East    Units  Estimated Accuracy
 ES0224;SPC AZ E     -   380,140.      169,240.      MT  (+/- 180 meters Scaled)
 ES0224
 ES0224                          SUPERSEDED SURVEY CONTROL
 ES0224
 ES0224  NGVD 29 (??/??/92) 2081.114  (m)         6827.79   (f) ADJ UNCH    2 0
 ES0224
 ES0224.Superseded values are not recommended for survey control.
 ES0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0224.See file dsdata.txt to determine how the superseded data were derived.
 ES0224
 ES0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD324095(NAD 83)
 ES0224_MARKER: DB = BENCH MARK DISK
 ES0224_SETTING: 80 = SET IN A BOULDER
 ES0224_SP_SET: BOULDER
 ES0224_STAMPING: M-10 1934
 ES0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0224+STABILITY: SURFACE MOTION
 ES0224
 ES0224  HISTORY     - Date     Condition        Report By
 ES0224  HISTORY     - 1934     MONUMENTED       USGS
 ES0224  HISTORY     - 1934     GOOD             NGS
 ES0224
 ES0224                          STATION DESCRIPTION
 ES0224
 ES0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0224'3.6 MI W FROM HEBER.
 ES0224'ON GLOBE TO HEBER ROAD.  0.3 MILES WEST OF A CATTLE GUARD.  20 FEET
 ES0224'SOUTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0314 ***********************************************************************
 ES0314  DESIGNATION -  M 10
 ES0314  PID         -  ES0314
 ES0314  STATE/COUNTY-  AZ/GILA
 ES0314  USGS QUAD   -  DIAMOND POINT (1973)
 ES0314
 ES0314                         *CURRENT SURVEY CONTROL
 ES0314  ___________________________________________________________________
 ES0314* NAD 83(1986)-  34 15 49.     (N)    111 13 10.     (W)     SCALED    
 ES0314* NAVD 88     -      1491.496  (meters)    4893.35   (feet)  ADJUSTED  
 ES0314  ___________________________________________________________________
 ES0314  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 ES0314  DYNAMIC HT  -        1489.436 (meters)    4886.59  (feet)  COMP
 ES0314  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 ES0314
 ES0314  VERT ORDER  -  SECOND    CLASS 0
 ES0314
 ES0314.The horizontal coordinates were scaled from a topographic map and have
 ES0314.an estimated accuracy of +/- 6 seconds.
 ES0314
 ES0314.The orthometric height was determined by differential leveling
 ES0314.and adjusted in June 1991.
 ES0314
 ES0314.The geoid height was determined by GEOID03.
 ES0314
 ES0314.The dynamic height is computed by dividing the NAVD 88
 ES0314.geopotential number by the normal gravity value computed on the
 ES0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0314.degrees latitude (g = 980.6199 gals.).
 ES0314
 ES0314.The modeled gravity was interpolated from observed gravity values.
 ES0314
 ES0314;                    North         East    Units  Estimated Accuracy
 ES0314;SPC AZ E     -   362,390.      116,410.      MT  (+/- 180 meters Scaled)
 ES0314
 ES0314                          SUPERSEDED SURVEY CONTROL
 ES0314
 ES0314  NGVD 29 (??/??/92) 1490.719  (m)         4890.80   (f) ADJ UNCH    2 0
 ES0314
 ES0314.Superseded values are not recommended for survey control.
 ES0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0314.See file dsdata.txt to determine how the superseded data were derived.
 ES0314
 ES0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC797914(NAD 83)
 ES0314_MARKER: DD = SURVEY DISK
 ES0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0314_SP_SET: CATTLE GURAD
 ES0314_STAMPING: M-10 1933 4890
 ES0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0314
 ES0314  HISTORY     - Date     Condition        Report By
 ES0314  HISTORY     - 1933     MONUMENTED       USGS
 ES0314  HISTORY     - 1934     GOOD             NGS
 ES0314  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0314
 ES0314                          STATION DESCRIPTION
 ES0314
 ES0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0314'8.7 MI E FROM PAYSON.
 ES0314'ON PAYSON-HEBER ROAD, ON EAST END OF SOUTH CONE HEADING OF STEEL RAIL
 ES0314'CATTLE GUARD.
 ES0314
 ES0314                          STATION RECOVERY (2005)
 ES0314
 ES0314'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0314'MARK NOT FOUND.  CATTLE GUARD HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0342 ***********************************************************************
 DU0342  DESIGNATION -  M 101
 DU0342  PID         -  DU0342
 DU0342  STATE/COUNTY-  AZ/GILA
 DU0342  USGS QUAD   -  CHRYSOTILE (1966)
 DU0342
 DU0342                         *CURRENT SURVEY CONTROL
 DU0342  ___________________________________________________________________
 DU0342* NAD 83(1986)-  33 37 32.     (N)    110 35 30.     (W)     SCALED    
 DU0342* NAVD 88     -      1543.982  (meters)    5065.55   (feet)  ADJUSTED  
 DU0342  ___________________________________________________________________
 DU0342  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DU0342  DYNAMIC HT  -        1541.806 (meters)    5058.41  (feet)  COMP
 DU0342  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 DU0342
 DU0342  VERT ORDER  -  FIRST     CLASS II
 DU0342
 DU0342.The horizontal coordinates were scaled from a topographic map and have
 DU0342.an estimated accuracy of +/- 6 seconds.
 DU0342
 DU0342.The orthometric height was determined by differential leveling
 DU0342.and adjusted in June 1991.
 DU0342
 DU0342.The geoid height was determined by GEOID03.
 DU0342
 DU0342.The dynamic height is computed by dividing the NAVD 88
 DU0342.geopotential number by the normal gravity value computed on the
 DU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0342.degrees latitude (g = 980.6199 gals.).
 DU0342
 DU0342.The modeled gravity was interpolated from observed gravity values.
 DU0342
 DU0342;                    North         East    Units  Estimated Accuracy
 DU0342;SPC AZ E     -   291,210.      173,930.      MT  (+/- 180 meters Scaled)
 DU0342
 DU0342                          SUPERSEDED SURVEY CONTROL
 DU0342
 DU0342  NGVD 29 (??/??/92) 1543.295  (m)         5063.29   (f) ADJ UNCH    1 2
 DU0342
 DU0342.Superseded values are not recommended for survey control.
 DU0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0342.See file dsdata.txt to determine how the superseded data were derived.
 DU0342
 DU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC378207(NAD 83)
 DU0342_MARKER: DD = SURVEY DISK
 DU0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0342_STAMPING: M 101 1935
 DU0342_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0342+STABILITY: SURFACE MOTION
 DU0342
 DU0342  HISTORY     - Date     Condition        Report By
 DU0342  HISTORY     - 1935     MONUMENTED       USFS
 DU0342  HISTORY     - 1966     GOOD             USGS
 DU0342  HISTORY     - 1979     GOOD             NGS
 DU0342
 DU0342                          STATION DESCRIPTION
 DU0342
 DU0342'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0342'21.3 MI NE FROM GLOBE.
 DU0342'21.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O. IN GLOBE,
 DU0342'GILA COUNTY, AT THE TOP OF A SMALL HILL OPPOSITE A BORROW PIT, AT THE
 DU0342'CROSSING OF A DIRT ROAD, ABOUT 120 FEET NORTH OF THE CENTERLINE OF THE
 DU0342'ROAD, AND ABOUT 145 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. SET IN
 DU0342'THE TOP OF A CONCRETE POST.
 DU0342
 DU0342                          STATION RECOVERY (1979)
 DU0342
 DU0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0342'21.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0342'COURTHOUSE IN GLOBE, SET OPPOSITE OF A BARROW DITCH AT THE NORTHEAST
 DU0342'END OF A REST AREA, 171 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 DU0342'THE MENS RESTROOM, 147 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DU0342'HIGHWAY, 120 FEET NORTHEAST OF THE EXTENDED CENTER OF A GRAVEL ROAD
 DU0342'LEADING WEST, 69 FEET SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY AND
 DU0342'42 FEET SOUTHEAST OF A RIGHT OF WAY FENCE.
 DU0342'THE MARK IS 2.4 FT  SW FROM A WITNESS POST.
 DU0342'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0516 ***********************************************************************
 ET0516  DESIGNATION -  M 102
 ET0516  PID         -  ET0516
 ET0516  STATE/COUNTY-  AZ/YAVAPAI
 ET0516  USGS QUAD   -  MOUNT JOSH (1979)
 ET0516
 ET0516                         *CURRENT SURVEY CONTROL
 ET0516  ___________________________________________________________________
 ET0516* NAD 83(1986)-  34 40 40.     (N)    112 40 40.     (W)     SCALED    
 ET0516* NAVD 88     -      1516.585  (meters)    4975.66   (feet)  POSTED    
 ET0516  ___________________________________________________________________
 ET0516  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 ET0516  DYNAMIC HT  -        1514.560 (meters)    4969.02  (feet)  COMP
 ET0516  MODELED GRAV-     979,248.0   (mgal)                       NAVD 88
 ET0516
 ET0516  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0516
 ET0516.The horizontal coordinates were scaled from a topographic map and have
 ET0516.an estimated accuracy of +/- 6 seconds.
 ET0516
 ET0516.The orthometric height was determined by differential leveling
 ET0516.and adjusted in November 2005.
 ET0516.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0516.was located on a no-check spur therefore a value was not computed.
 ET0516.No vertical observational check was made to the station.
 ET0516
 ET0516.The geoid height was determined by GEOID03.
 ET0516
 ET0516.The dynamic height is computed by dividing the NAVD 88
 ET0516.geopotential number by the normal gravity value computed on the
 ET0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0516.degrees latitude (g = 980.6199 gals.).
 ET0516
 ET0516.The modeled gravity was interpolated from observed gravity values.
 ET0516
 ET0516;                    North         East    Units  Estimated Accuracy
 ET0516;SPC AZ C     -   408,100.      143,620.      MT  (+/- 180 meters Scaled)
 ET0516
 ET0516                          SUPERSEDED SURVEY CONTROL
 ET0516
 ET0516  NGVD 29 (??/??/92) 1515.753  (m)         4972.93   (f) ADJ UNCH    2 0
 ET0516
 ET0516.Superseded values are not recommended for survey control.
 ET0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0516.See file dsdata.txt to determine how the superseded data were derived.
 ET0516
 ET0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD462385(NAD 83)
 ET0516_MARKER: DD = SURVEY DISK
 ET0516_SETTING: 0 = UNSPECIFIED SETTING
 ET0516_STAMPING: M 102 1935
 ET0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0516
 ET0516  HISTORY     - Date     Condition        Report By
 ET0516  HISTORY     - 1935     MONUMENTED       USFS
 ET0516  HISTORY     - 1974     GOOD             USGS
 ET0516
 ET0516                          STATION DESCRIPTION
 ET0516
 ET0516'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0516'13.5 MI N FROM SKULL VALLEY.
 ET0516'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. ON THE PAVED RD. TOWARD
 ET0516'PRESCOTT, GO LEFT ON THE GRADED COUNTY RD. 2.9 MI. TO A T-RD. WEST, GO
 ET0516'STRAIGHT 1.0 MI. TO T-RD. EAST, GO STRAIGHT 2.8 MI. TO T-RD. TO NE, GO
 ET0516'STRAIGHT (NW) 2.0 MI. TO A CATTLE GUARD AT THE TOP OF A GRADE 60
 ET0516'FT. NORTH OF CATTLE GUARD ALONG FENCE AND 1.0 FT. S.E. OF FENCE.
 ET0516'NOTE-- NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0474 ***********************************************************************
 ET0474  DESIGNATION -  M 103
 ET0474  PID         -  ET0474
 ET0474  STATE/COUNTY-  AZ/YAVAPAI
 ET0474  USGS QUAD   -  INDIAN PEAK (1986)
 ET0474
 ET0474                         *CURRENT SURVEY CONTROL
 ET0474  ___________________________________________________________________
 ET0474* NAD 83(1986)-  34 58 36.     (N)    112 47 52.     (W)     SCALED    
 ET0474* NAVD 88     -      1570.211  (meters)    5151.60   (feet)  POSTED    
 ET0474  ___________________________________________________________________
 ET0474  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ET0474  DYNAMIC HT  -        1568.130 (meters)    5144.77  (feet)  COMP
 ET0474  MODELED GRAV-     979,251.0   (mgal)                       NAVD 88
 ET0474
 ET0474  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0474
 ET0474.The horizontal coordinates were scaled from a topographic map and have
 ET0474.an estimated accuracy of +/- 6 seconds.
 ET0474
 ET0474.The orthometric height was determined by differential leveling
 ET0474.and adjusted in November 2005.
 ET0474.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0474.was located on a no-check spur therefore a value was not computed.
 ET0474.No vertical observational check was made to the station.
 ET0474
 ET0474.The geoid height was determined by GEOID03.
 ET0474
 ET0474.The dynamic height is computed by dividing the NAVD 88
 ET0474.geopotential number by the normal gravity value computed on the
 ET0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0474.degrees latitude (g = 980.6199 gals.).
 ET0474
 ET0474.The modeled gravity was interpolated from observed gravity values.
 ET0474
 ET0474;                    North         East    Units  Estimated Accuracy
 ET0474;SPC AZ C     -   441,340.      132,910.      MT  (+/- 180 meters Scaled)
 ET0474
 ET0474                          SUPERSEDED SURVEY CONTROL
 ET0474
 ET0474  NGVD 29 (??/??/92) 1569.273  (m)         5148.52   (f) ADJ UNCH    2 0
 ET0474
 ET0474.Superseded values are not recommended for survey control.
 ET0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0474.See file dsdata.txt to determine how the superseded data were derived.
 ET0474
 ET0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD358719(NAD 83)
 ET0474_MARKER: DD = SURVEY DISK
 ET0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0474_STAMPING: M 103 1935
 ET0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0474+STABILITY: SURFACE MOTION
 ET0474
 ET0474  HISTORY     - Date     Condition        Report By
 ET0474  HISTORY     - 1935     MONUMENTED       USFS
 ET0474  HISTORY     - 1935     GOOD             NGS
 ET0474
 ET0474                          STATION DESCRIPTION
 ET0474
 ET0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0474'5.4 MI NW FROM WALNUT CREEK RANGER STATION.
 ET0474'5.4 MI. N.W. ALONG ROAD TO SELIGMAN. 0.4 MI. S. OF E. AND W. FENCE,
 ET0474'1.7 MI. N. OF A SMALL DIRT DAM - CATTLE GUARD AND E. AND W. CROSS
 ET0474'FENCE, 0.15 MI. N. OF ANOTHER DIRT DAM, 75 FT. E. OF CENTER LINE OF
 ET0474'ROAD, STD. FOREST SERVICE DISC SET IN CONC. POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0480 ***********************************************************************
 DU0480  DESIGNATION -  M 107
 DU0480  PID         -  DU0480
 DU0480  STATE/COUNTY-  AZ/PINAL
 DU0480  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0480
 DU0480                         *CURRENT SURVEY CONTROL
 DU0480  ___________________________________________________________________
 DU0480* NAD 83(1986)-  33 15 41.     (N)    111 18 02.     (W)     SCALED    
 DU0480* NAVD 88     -       609.92   (+/-2cm)    2001.0    (feet)  VERTCON   
 DU0480  ___________________________________________________________________
 DU0480  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DU0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0480
 DU0480.The horizontal coordinates were scaled from a topographic map and have
 DU0480.an estimated accuracy of +/- 6 seconds.
 DU0480
 DU0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0480.The vertical order pertains to the NGVD 29 superseded value.
 DU0480
 DU0480.The geoid height was determined by GEOID03.
 DU0480
 DU0480;                    North         East    Units  Estimated Accuracy
 DU0480;SPC AZ C     -   250,910.      270,760.      MT  (+/- 180 meters Scaled)
 DU0480
 DU0480                          SUPERSEDED SURVEY CONTROL
 DU0480
 DU0480  NGVD 29 (??/??/92)  609.352  (m)         1999.18   (f) ADJ UNCH    2 0
 DU0480
 DU0480.Superseded values are not recommended for survey control.
 DU0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0480.See file dsdata.txt to determine how the superseded data were derived.
 DU0480
 DU0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB720803(NAD 83)
 DU0480_MARKER: DB = BENCH MARK DISK
 DU0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0480_STAMPING: M 107 1935
 DU0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0480+STABILITY: SURFACE MOTION
 DU0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0480+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 DU0480
 DU0480  HISTORY     - Date     Condition        Report By
 DU0480  HISTORY     - 1935     MONUMENTED       CGS
 DU0480  HISTORY     - 20070505 GOOD             GEOCAC
 DU0480
 DU0480                          STATION DESCRIPTION
 DU0480
 DU0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0480'2.1 MI E FROM FLORENCE JUNCTION.
 DU0480'2.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 0.2 MILE
 DU0480'WEST OF THE CROSSING OF THE SOUTHERN PACIFIC CO. RAILROAD, 110 FEET
 DU0480'WEST OF THE END OF A CURVE IN THE HIGHWAY, AND 76 FEET NORTH OF THE
 DU0480'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 107 1935 AND
 DU0480'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 2.1 MILES EAST ALONG OLD
 DU0480'U.S. HIGHWAY 60 FROM FLORENCE JCT. 0.2 MILES WEST OF THE CROSSING OF
 DU0480'THE MAGAN, ARIZONA RAILROAD, 110 FEET WEST OF THE END OF A CURVE IN
 DU0480'THE HIGHWAY, AND 76 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DU0480
 DU0480                          STATION RECOVERY (2007)
 DU0480
 DU0480'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0452 ***********************************************************************
 DU0452  DESIGNATION -  M 108
 DU0452  PID         -  DU0452
 DU0452  STATE/COUNTY-  AZ/PINAL
 DU0452  USGS QUAD   -  FLORENCE NE (1966)
 DU0452
 DU0452                         *CURRENT SURVEY CONTROL
 DU0452  ___________________________________________________________________
 DU0452* NAD 83(1986)-  33 10 30.     (N)    111 21 10.     (W)     SCALED    
 DU0452* NAVD 88     -       537.48   (+/-2cm)    1763.4    (feet)  VERTCON   
 DU0452  ___________________________________________________________________
 DU0452  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0452
 DU0452.The horizontal coordinates were scaled from a topographic map and have
 DU0452.an estimated accuracy of +/- 6 seconds.
 DU0452
 DU0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0452.The vertical order pertains to the NGVD 29 superseded value.
 DU0452
 DU0452.The geoid height was determined by GEOID03.
 DU0452
 DU0452;                    North         East    Units  Estimated Accuracy
 DU0452;SPC AZ C     -   241,300.      265,950.      MT  (+/- 180 meters Scaled)
 DU0452
 DU0452                          SUPERSEDED SURVEY CONTROL
 DU0452
 DU0452  NGVD 29 (??/??/92)  536.930  (m)         1761.58   (f) ADJ UNCH    2 0
 DU0452
 DU0452.Superseded values are not recommended for survey control.
 DU0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0452.See file dsdata.txt to determine how the superseded data were derived.
 DU0452
 DU0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB671707(NAD 83)
 DU0452_MARKER: DB = BENCH MARK DISK
 DU0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0452_STAMPING: M 108 1935
 DU0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0452+STABILITY: SURFACE MOTION
 DU0452
 DU0452  HISTORY     - Date     Condition        Report By
 DU0452  HISTORY     - 1934     MONUMENTED       CGS
 DU0452  HISTORY     - 1964     MARK NOT FOUND   USGS
 DU0452  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 DU0452
 DU0452                          STATION DESCRIPTION
 DU0452
 DU0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0452'6.0 MI S FROM FLORENCE JUNCTION.
 DU0452'6.0 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM FLORENCE JUNCTION, 0.1 MILE
 DU0452'SOUTH OF A DIP IN THE HIGHWAY, 49 FEET WEST OF THE CENTERLINE OF THE
 DU0452'HIGHWAY, AND 2 FEET EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED M
 DU0452'108 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DU0452
 DU0452                          STATION RECOVERY (1964)
 DU0452
 DU0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DU0452'MARK NOT FOUND.
 DU0452
 DU0452                          STATION RECOVERY (2007)
 DU0452
 DU0452'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0452'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0845 ***********************************************************************
 DA0845  DESIGNATION -  M 109
 DA0845  PID         -  DA0845
 DA0845  STATE/COUNTY-  AZ/PIMA
 DA0845  USGS QUAD   -  BATES WELL (1990)
 DA0845
 DA0845                         *CURRENT SURVEY CONTROL
 DA0845  ___________________________________________________________________
 DA0845* NAD 83(1986)-  32 08 05.     (N)    112 59 48.     (W)     SCALED    
 DA0845* NAVD 88     -       385.25   (+/-2cm)    1263.9    (feet)  VERTCON   
 DA0845  ___________________________________________________________________
 DA0845  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DA0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0845
 DA0845.The horizontal coordinates were scaled from a topographic map and have
 DA0845.an estimated accuracy of +/- 6 seconds.
 DA0845
 DA0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0845.The vertical order pertains to the NGVD 29 superseded value.
 DA0845
 DA0845.The geoid height was determined by GEOID03.
 DA0845
 DA0845;                    North         East    Units  Estimated Accuracy
 DA0845;SPC AZ C     -   126,320.      111,460.      MT  (+/- 180 meters Scaled)
 DA0845
 DA0845                          SUPERSEDED SURVEY CONTROL
 DA0845
 DA0845  NGVD 29 (??/??/92)  384.554  (m)         1261.66   (f) ADJ UNCH    2 0
 DA0845
 DA0845.Superseded values are not recommended for survey control.
 DA0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0845.See file dsdata.txt to determine how the superseded data were derived.
 DA0845
 DA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA116571(NAD 83)
 DA0845_MARKER: DB = BENCH MARK DISK
 DA0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0845_STAMPING: M 109 1935
 DA0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0845+STABILITY: SURFACE MOTION
 DA0845
 DA0845  HISTORY     - Date     Condition        Report By
 DA0845  HISTORY     - 1935     MONUMENTED       CGS
 DA0845  HISTORY     - 1952     GOOD             NGS
 DA0845
 DA0845                          STATION DESCRIPTION
 DA0845
 DA0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0845'30.3 MI NE FROM LUKEVILLE.
 DA0845'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0845'LUKEVILLE TO THE JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND
 DA0845'A Y JUNCTION, THENCE 14.35 MILES NORTH ALONG THE BATES WELL ROAD TO A
 DA0845'Y JUNCTION, THENCE 0.95 MILES NORTHEAST ALONG THE OLD (VERY DIM) BATES
 DA0845'WELL ROAD, AND ABOUT 1/2 MILE SOUTHEAST OF THE SOUTHWEST END OF A LOW
 DA0845'RANGE OF HILLS RUNNING NORTHEAST AND SOUTHWEST, 8 1/2 FEET NORTHWEST
 DA0845'OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTHEAST OF THE WITNESS
 DA0845'POST, AND IN A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0316 ***********************************************************************
 ES0316  DESIGNATION -  M 11
 ES0316  PID         -  ES0316
 ES0316  STATE/COUNTY-  AZ/GILA
 ES0316  USGS QUAD   -  DIAMOND POINT (1973)
 ES0316
 ES0316                         *CURRENT SURVEY CONTROL
 ES0316  ___________________________________________________________________
 ES0316* NAD 83(1986)-  34 15 36.     (N)    111 11 02.     (W)     SCALED    
 ES0316* NAVD 88     -      1491.760  (meters)    4894.22   (feet)  ADJUSTED  
 ES0316  ___________________________________________________________________
 ES0316  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 ES0316  DYNAMIC HT  -        1489.699 (meters)    4887.45  (feet)  COMP
 ES0316  MODELED GRAV-     979,201.9   (mgal)                       NAVD 88
 ES0316
 ES0316  VERT ORDER  -  SECOND    CLASS 0
 ES0316
 ES0316.The horizontal coordinates were scaled from a topographic map and have
 ES0316.an estimated accuracy of +/- 6 seconds.
 ES0316
 ES0316.The orthometric height was determined by differential leveling
 ES0316.and adjusted in June 1991.
 ES0316
 ES0316.The geoid height was determined by GEOID03.
 ES0316
 ES0316.The dynamic height is computed by dividing the NAVD 88
 ES0316.geopotential number by the normal gravity value computed on the
 ES0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0316.degrees latitude (g = 980.6199 gals.).
 ES0316
 ES0316.The modeled gravity was interpolated from observed gravity values.
 ES0316
 ES0316;                    North         East    Units  Estimated Accuracy
 ES0316;SPC AZ E     -   361,960.      119,680.      MT  (+/- 180 meters Scaled)
 ES0316
 ES0316                          SUPERSEDED SURVEY CONTROL
 ES0316
 ES0316  NGVD 29 (??/??/92) 1490.980  (m)         4891.66   (f) ADJ UNCH    2 0
 ES0316
 ES0316.Superseded values are not recommended for survey control.
 ES0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0316.See file dsdata.txt to determine how the superseded data were derived.
 ES0316
 ES0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC830910(NAD 83)
 ES0316_MARKER: Z = SEE DESCRIPTION
 ES0316_SETTING: 0 = UNSPECIFIED SETTING
 ES0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0316
 ES0316  HISTORY     - Date     Condition        Report By
 ES0316  HISTORY     - UNK      MONUMENTED       USGS
 ES0316  HISTORY     - 1934     GOOD             NGS
 ES0316  HISTORY     - 1975     GOOD             USAF
 ES0316  HISTORY     - 20050903 GOOD             USPSQD
 ES0316
 ES0316                          STATION DESCRIPTION
 ES0316
 ES0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0316'11.1 MI NE FROM PAYSON.
 ES0316'ON PAYSON-HEBER ROAD, 45 FT. EAST OF WOODS ROAD, 30 FT. NORTH OF
 ES0316'CENTER LINE OF ROAD, 25 FT. EAST OF WASH, 5 FT ABOVE ROAD LEVEL AT
 ES0316'FOOT OF HILL ON CURVE.
 ES0316
 ES0316                          STATION RECOVERY (1975)
 ES0316
 ES0316'RECOVERY NOTE BY US AIR FORCE 1975
 ES0316'8.25 MILES EAST ALONG ARIZ. 260 FROM THE JUNCTION OF US 87 AND ARIZ.
 ES0316'260 IN PAYSON, TO US FOREST SERVICE ROAD 436 ON THE RIGHT, TURN RIGHT
 ES0316'AND PROCEED FOR 200 FT. TO FENCE AND GATE, PROCEED THROUGH GATE FOR
 ES0316'0.15 MILES TO FORK, TAKE LEFT FORK AND CONTINUE ON USFS 436 FOR 0.7
 ES0316'MILE TO T-INTERSECTION AND THE STATION ON THE LEFT. THE STATION IS 45
 ES0316'FT. NORTHWEST OF THE CENTER OF THE INTERSECTION, 25 FT. NORTH OF THE
 ES0316'CENTERLINE OF THE ROAD, 60 FT. NORTHEAST OF A SINGLE OAK TREE AT THE
 ES0316'INTERSECTION, 6 FT. NORTH OF A 30" DIAMETER BOULDER. THE STATION IS
 ES0316'SET IN A DRILL HOLE IN A 20" DIAMETER BOULDER, PROJECTING ABOUT 8"
 ES0316'ABOVE THE SURFACE.
 ES0316
 ES0316                          STATION RECOVERY (2005)
 ES0316
 ES0316'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0316'RECOVERED AS DESCRIBED. OAK TREE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0727 ***********************************************************************
 ET0727  DESIGNATION -  M 11
 ET0727  PID         -  ET0727
 ET0727  STATE/COUNTY-  AZ/MOHAVE
 ET0727  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0727
 ET0727                         *CURRENT SURVEY CONTROL
 ET0727  ___________________________________________________________________
 ET0727* NAD 83(1992)-  34 35 36.09580(N)    113 47 54.25110(W)     ADJUSTED  
 ET0727* NAVD 88     -       934.752  (meters)    3066.77   (feet)  ADJUSTED  
 ET0727  ___________________________________________________________________
 ET0727  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 ET0727  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0727  DYNAMIC HT  -         933.640 (meters)    3063.12  (feet)  COMP
 ET0727  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 ET0727
 ET0727  HORZ ORDER  -  SECOND
 ET0727  VERT ORDER  -  FIRST     CLASS II
 ET0727
 ET0727.The horizontal coordinates were established by classical geodetic methods
 ET0727.and adjusted by the National Geodetic Survey in August 1993.
 ET0727
 ET0727.The orthometric height was determined by differential leveling
 ET0727.and adjusted in June 1991.
 ET0727
 ET0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0727
 ET0727.The geoid height was determined by GEOID03.
 ET0727
 ET0727.The dynamic height is computed by dividing the NAVD 88
 ET0727.geopotential number by the normal gravity value computed on the
 ET0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0727.degrees latitude (g = 980.6199 gals.).
 ET0727
 ET0727.The modeled gravity was interpolated from observed gravity values.
 ET0727
 ET0727;                    North         East     Units Scale Factor Converg.
 ET0727;SPC AZ W     -   398,481.706   208,919.919   MT  0.99993358   -0 01 38.9
 ET0727;SPC AZ W     - 1,307,354.68    685,432.81   iFT  0.99993358   -0 01 38.9
 ET0727;UTM  12      - 3,831,509.853   243,347.697   MT  1.00041198   -1 35 22.8
 ET0727
 ET0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0727!SPC AZ W     -   0.99985790  x   0.99993358  =   0.99979149
 ET0727!UTM  12      -   0.99985790  x   1.00041198  =   1.00026982
 ET0727
 ET0727|---------------------------------------------------------------------|
 ET0727| PID    Reference Object                     Distance      Geod. Az  |
 ET0727|                                                           dddmmss.s |
 ET0727| ET0814 M 11 RM 1                             6.318 METERS 11923     |
 ET0727| ET0813 M 11 RM 2                             4.955 METERS 21411     |
 ET0727| CH2707 M 11 AZ MK                                         2155017.9 |
 ET0727|---------------------------------------------------------------------|
 ET0727
 ET0727                          SUPERSEDED SURVEY CONTROL
 ET0727
 ET0727  NAD 83(1986)-  34 35 36.09601(N)    113 47 54.26011(W) AD(       ) 2
 ET0727  NAD 27      -  34 35 36.04500(N)    113 47 51.48400(W) AD(       ) 2
 ET0727  NGVD 29 (??/??/92)  933.998  (m)         3064.29   (f) ADJ UNCH    1 2
 ET0727
 ET0727.Superseded values are not recommended for survey control.
 ET0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0727.See file dsdata.txt to determine how the superseded data were derived.
 ET0727
 ET0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4334831510(NAD 83)
 ET0727_MARKER: DB = BENCH MARK DISK
 ET0727_SETTING: 80 = SET IN A BOULDER
 ET0727_SP_SET: BOULDER
 ET0727_STAMPING: 3064.292 M 11 1927
 ET0727_MARK LOGO: CGS   
 ET0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0727+STABILITY: SURFACE MOTION
 ET0727
 ET0727  HISTORY     - Date     Condition        Report By
 ET0727  HISTORY     - 1944     MONUMENTED       CGS
 ET0727  HISTORY     - 1944     GOOD             NGS
 ET0727  HISTORY     - 1955     GOOD             CGS
 ET0727  HISTORY     - 1981     GOOD             NGS
 ET0727
 ET0727                          STATION DESCRIPTION
 ET0727
 ET0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0727'STATION IS LOCATED ABOUT 29 MILES (AIR LINE) SE OF YUCCA, ABOUT
 ET0727'14 MILES SW OF WIKIEUP, AND ABOUT 14 MILES NW OF SIGNAL.
 ET0727'IT IS ON THE E SIDE OF THE YUCCA-SIGNAL ROAD, JUST S OF THE
 ET0727'JUNCTION WITH THE ROAD TO WIKIEUP.
 ET0727'
 ET0727'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A DRILL HOLE
 ET0727'IN A LARGE BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND
 ET0727'IS STAMPED 3064.292 M 11 1927.  IT IS 132 FEET SSE OF THE
 ET0727'WIKIEUP ROAD, 30 FEET ENE OF THE CENTER LINE OF THE GRADED
 ET0727'DIRT (YUCCA-SIGNAL) ROAD, 67 FEET ENE OF FENCE LINE ON THE
 ET0727'W SIDE OF THE ROAD, 50 FEET SSE OF CENTERLINE OF A SMALL WASH,
 ET0727'AND 15.3 FEET ENE OF A 4- BY 4-INCH WHITE WITNESS POST.
 ET0727'
 ET0727'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 ET0727'HOLE IN A LARGE BOULDER PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND
 ET0727'AND IS STAMPED BM M 11 NO 1 1944.  IT IS ABOUT 2 FEET HIGHER
 ET0727'IN ELEVATION THAN STATION MARK.
 ET0727'
 ET0727'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET0727'IN A BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND AND IS
 ET0727'STAMPED BM M 11 NO 2 1944.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION
 ET0727'THAN STATION MARK, 17 FEET ENE OF THE CENTER LINE OF THE
 ET0727'YUCCA-SIGNAL ROAD, AND 4.5 FEET SSE OF A 4- BY 4-INCH WHITE
 ET0727'WITNESS POST.
 ET0727'
 ET0727'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 ET0727'BEDROCK FLUSH WITH THE GROUND AND IS STAMPED BM M 11 1944.  IT IS
 ET0727'ON A LOW RIDGE AND 2-1/2 FEET SE OF A 4- BY 4-INCH WHITE
 ET0727'WITNESS POST WHICH CAN BE SEEN FROM THE STATION.
 ET0727'
 ET0727'TO REACH THE STATION FROM THE POST OFFICE IN YUCCA, GO SE
 ET0727'ON THE SIGNAL ROAD FOR 2.6 MILES, KEEP RIGHT FORK AND CONTINUE
 ET0727'9.5 MILES, THENCE TAKE THE RIGHT FORK AGAIN FOR 9.6 MILES TO
 ET0727'ANOTHER FORK.  HERE TAKE THE LEFT FORK AND CONTINUE 7.2
 ET0727'MILES TO THE STATION WHICH IS 132 FEET PAST THE ROAD LEFT TO
 ET0727'WIKIEUP.
 ET0727'
 ET0727'TO DRIVE TO THE AZIMUTH MARK FROM THE STATION, CONTINUE
 ET0727'SE ON GRADED ROAD 0.15 MILE.  TAKE A TRACK ROAD RIGHT FOR 150
 ET0727'YARDS TO A DIRT TANK.  TURN RIGHT FOR 0.1 MILE ALONG FENCE LINE
 ET0727'TO A FENCE CORNER.  BEAR RIGHT AND GO W CROSS COUNTRY 0.15 MILE,
 ET0727'THENCE INTO A WASH W FOR 0.15 MILE TO TRIANGULAR BLAZE ON
 ET0727'A JOSHUA TREE.  TURN LEFT AND GO S FOR 100 YARDS TO THE
 ET0727'AZIMUTH MARK.
 ET0727
 ET0727                          STATION RECOVERY (1944)
 ET0727
 ET0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 ET0727'29.1 MI SE FROM YUCCA.
 ET0727'29.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0727'POST OFFICE AT YUCCA, MOHAVE COUNTY, 100 YARDS NORTH OF STOUTS WEEL,
 ET0727'AT THE JUNCTION OF THE ROAD LEADING TO WIKIEUP, 132 FEET
 ET0727'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE WIKIEUP ROAD, 30 FEET
 ET0727'EAST-NORTHEAST OF THE CENTERLINE OF THE GRADED DIRT YUCCA-SIGNAL ROAD,
 ET0727'67 FEET EAST-NORTHEAST OF A FENCE LINE ON THE WEST SIDE OF THE ROAD,
 ET0727'50 FEET SOUTH-SOUTHEAST OF THE CENTER OF A SMALL WASH, 15.3 FEET
 ET0727'EAST-NORTHEAST OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A LARGE
 ET0727'BOULDER, AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 ET0727'3064.292 M 11 1927.
 ET0727
 ET0727                          STATION RECOVERY (1955)
 ET0727
 ET0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET0727'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET0727'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ET0727'
 ET0727'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 ET0727'
 ET0727'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ET0727
 ET0727                          STATION RECOVERY (1981)
 ET0727
 ET0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0727'46.0 KM (28.6 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0727'INTERSTATE HIGHWAY 40 IN YUCCA, 0.5 KM (0.3 MI) NORTHWEST OF CHICKEN
 ET0727'SPRINGS ROAD, AT A CATTLE CORRAL, IN TOP OF A ROCK OUTCROP AT THE
 ET0727'NORTHWEST END OF A LARGE GROUP OF BOULDERS, 40.2 METERS (132 FT)
 ET0727'SOUTHWEST OF THE CENTERLINE OF ALAMO ROAD, 46.8 METERS (153.5 FT)
 ET0727'NORTHWEST OF THE NORTHWEST END OF A CATTLE LOADING RAMP, 20.4 METERS
 ET0727'(67.0 FT) NORTHEAST OF A BARBED WIRE FENCE AROUND THE CORRAL, 9.1
 ET0727'METERS (30.0 FT) NORTHEAST OF THE CENTERLINE OF A DIRT ROAD LEADING TO
 ET0727'THE CORRAL, 6.3 METERS (20.7 FT) NORTHWEST OF REFERENCE MARK 1, 5.0
 ET0727'METERS (16.2 FT) NORTHEAST OF REFERENCE MARK 2.
 ET0727'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ET0727'THE MARK IS 0.7 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0225 ***********************************************************************
 ES0225  DESIGNATION -  M 11
 ES0225  PID         -  ES0225
 ES0225  STATE/COUNTY-  AZ/NAVAJO
 ES0225  USGS QUAD   -  HEBER (1990)
 ES0225
 ES0225                         *CURRENT SURVEY CONTROL
 ES0225  ___________________________________________________________________
 ES0225* NAD 83(1986)-  34 26 16.     (N)    110 36 56.     (W)     SCALED    
 ES0225* NAVD 88     -      2037.270  (meters)    6683.94   (feet)  ADJUSTED  
 ES0225  ___________________________________________________________________
 ES0225  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0225  DYNAMIC HT  -        2034.274 (meters)    6674.11  (feet)  COMP
 ES0225  MODELED GRAV-     979,091.5   (mgal)                       NAVD 88
 ES0225
 ES0225  VERT ORDER  -  SECOND    CLASS 0
 ES0225
 ES0225.The horizontal coordinates were scaled from a topographic map and have
 ES0225.an estimated accuracy of +/- 6 seconds.
 ES0225
 ES0225.The orthometric height was determined by differential leveling
 ES0225.and adjusted in June 1991.
 ES0225
 ES0225.The geoid height was determined by GEOID03.
 ES0225
 ES0225.The dynamic height is computed by dividing the NAVD 88
 ES0225.geopotential number by the normal gravity value computed on the
 ES0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0225.degrees latitude (g = 980.6199 gals.).
 ES0225
 ES0225.The modeled gravity was interpolated from observed gravity values.
 ES0225
 ES0225;                    North         East    Units  Estimated Accuracy
 ES0225;SPC AZ E     -   381,300.      172,110.      MT  (+/- 180 meters Scaled)
 ES0225
 ES0225                          SUPERSEDED SURVEY CONTROL
 ES0225
 ES0225  NGVD 29 (??/??/92) 2036.319  (m)         6680.82   (f) ADJ UNCH    2 0
 ES0225
 ES0225.Superseded values are not recommended for survey control.
 ES0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0225.See file dsdata.txt to determine how the superseded data were derived.
 ES0225
 ES0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD353107(NAD 83)
 ES0225_MARKER: DD = SURVEY DISK
 ES0225_SETTING: 80 = SET IN A BOULDER
 ES0225_SP_SET: BOULDER
 ES0225_STAMPING: M-11 1934
 ES0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0225+STABILITY: SURFACE MOTION
 ES0225
 ES0225  HISTORY     - Date     Condition        Report By
 ES0225  HISTORY     - 1934     MONUMENTED       USGS
 ES0225  HISTORY     - 1934     GOOD             NGS
 ES0225
 ES0225                          STATION DESCRIPTION
 ES0225
 ES0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0225'1.5 MI W FROM HEBER.
 ES0225'ON GLOBE TO HEBER ROAD AT INTERSECTION OF A ROAD RUNNING NORTH TO
 ES0225'BOWLER RANCH.  160 FEET EAST OF INTERSECTION AND 45 FEET SOUTH OF
 ES0225'CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0814 ***********************************************************************
 ET0814  DESIGNATION -  M 11 RM 1
 ET0814  PID         -  ET0814
 ET0814  STATE/COUNTY-  AZ/MOHAVE
 ET0814  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0814
 ET0814                         *CURRENT SURVEY CONTROL
 ET0814  ___________________________________________________________________
 ET0814* NAD 83(1986)-  34 35 36.     (N)    113 47 54.     (W)     SCALED    
 ET0814* NAVD 88     -       935.490  (meters)    3069.19   (feet)  ADJUSTED  
 ET0814  ___________________________________________________________________
 ET0814  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0814  DYNAMIC HT  -         934.376 (meters)    3065.53  (feet)  COMP
 ET0814  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 ET0814
 ET0814  VERT ORDER  -  FIRST     CLASS II
 ET0814
 ET0814.The horizontal coordinates were scaled from a topographic map and have
 ET0814.an estimated accuracy of +/- 6 seconds.
 ET0814
 ET0814.The orthometric height was determined by differential leveling
 ET0814.and adjusted in June 1991.
 ET0814
 ET0814.The geoid height was determined by GEOID03.
 ET0814
 ET0814.The dynamic height is computed by dividing the NAVD 88
 ET0814.geopotential number by the normal gravity value computed on the
 ET0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0814.degrees latitude (g = 980.6199 gals.).
 ET0814
 ET0814.The modeled gravity was interpolated from observed gravity values.
 ET0814
 ET0814;                    North         East    Units  Estimated Accuracy
 ET0814;SPC AZ W     -   398,480.      208,930.      MT  (+/- 180 meters Scaled)
 ET0814
 ET0814                          SUPERSEDED SURVEY CONTROL
 ET0814
 ET0814.No superseded survey control is available for this station.
 ET0814
 ET0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD433315(NAD 83)
 ET0814_MARKER: DR = REFERENCE MARK DISK
 ET0814_SETTING: 80 = SET IN A BOULDER
 ET0814_SP_SET: BOULDER
 ET0814_STAMPING: BM M 11 NO 1944
 ET0814_MARK LOGO: CGS   
 ET0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0814+STABILITY: SURFACE MOTION
 ET0814
 ET0814  HISTORY     - Date     Condition        Report By
 ET0814  HISTORY     - 1944     MONUMENTED       CGS
 ET0814  HISTORY     - 1981     GOOD             NGS
 ET0814
 ET0814                          STATION DESCRIPTION
 ET0814
 ET0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0814'46.0 KM (28.6 MI) SE FROM YUCCA.
 ET0814'46.0 KM (28.6 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0814'INTERSTATE HIGHWAY 40 IN YUCCA, 0.5 KM (0.3 MI) NORTHWEST OF THE
 ET0814'JUNCTION OF CHICKEN SPRINGS ROAD, AT A CATTLE CORRAL, IN TOP OF A
 ET0814'BOULDER AT THE NORTHWEST END OF A LARGE GROUP OF BOULDERS, 38.7 METERS
 ET0814'(127 FT) SOUTHWEST OF THE CENTERLINE OF ALAMO ROAD, 10.7 METERS (35.0
 ET0814'FT) NORTHEAST OF THE CENTERLINE OF A DIRT ROAD LEADING TO THE CORRAL,
 ET0814'8.4 METERS (27.5 FT) NORTHEAST OF REFERENCE MARK 2, 6.3 METERS (20.7
 ET0814'FT) SOUTHEAST OF STATION BM M 11.
 ET0814'THE MARK IS 5.8 METERS  SE FROM A WITNESS POST.
 ET0814'THE MARK IS 1.2 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0813 ***********************************************************************
 ET0813  DESIGNATION -  M 11 RM 2
 ET0813  PID         -  ET0813
 ET0813  STATE/COUNTY-  AZ/MOHAVE
 ET0813  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0813
 ET0813                         *CURRENT SURVEY CONTROL
 ET0813  ___________________________________________________________________
 ET0813* NAD 83(1986)-  34 35 36.     (N)    113 47 54.     (W)     SCALED    
 ET0813* NAVD 88     -       934.457  (meters)    3065.80   (feet)  ADJUSTED  
 ET0813  ___________________________________________________________________
 ET0813  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0813  DYNAMIC HT  -         933.345 (meters)    3062.15  (feet)  COMP
 ET0813  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 ET0813
 ET0813  VERT ORDER  -  FIRST     CLASS II
 ET0813
 ET0813.The horizontal coordinates were scaled from a topographic map and have
 ET0813.an estimated accuracy of +/- 6 seconds.
 ET0813
 ET0813.The orthometric height was determined by differential leveling
 ET0813.and adjusted in June 1991.
 ET0813
 ET0813.The geoid height was determined by GEOID03.
 ET0813
 ET0813.The dynamic height is computed by dividing the NAVD 88
 ET0813.geopotential number by the normal gravity value computed on the
 ET0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0813.degrees latitude (g = 980.6199 gals.).
 ET0813
 ET0813.The modeled gravity was interpolated from observed gravity values.
 ET0813
 ET0813;                    North         East    Units  Estimated Accuracy
 ET0813;SPC AZ W     -   398,480.      208,930.      MT  (+/- 180 meters Scaled)
 ET0813
 ET0813                          SUPERSEDED SURVEY CONTROL
 ET0813
 ET0813.No superseded survey control is available for this station.
 ET0813
 ET0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD433315(NAD 83)
 ET0813_MARKER: DR = REFERENCE MARK DISK
 ET0813_SETTING: 80 = SET IN A BOULDER
 ET0813_SP_SET: BOULDER
 ET0813_STAMPING: BM M 11 NO 1944
 ET0813_MARK LOGO: CGS   
 ET0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0813+STABILITY: SURFACE MOTION
 ET0813
 ET0813  HISTORY     - Date     Condition        Report By
 ET0813  HISTORY     - 1944     MONUMENTED       CGS
 ET0813  HISTORY     - 1981     GOOD             NGS
 ET0813
 ET0813                          STATION DESCRIPTION
 ET0813
 ET0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0813'46.0 KM (28.6 MI) SE FROM YUCCA.
 ET0813'46.0 KM (28.6 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0813'INTERSTATE HIGHWAY 40 IN YUCCA, 0.5 KM (0.3 MI) NORTHWEST OF THE
 ET0813'JUNCTION OF CHICKEN SPRINGS ROAD, AT A CATTLE CORRAL, IN TOP OF A 2 X
 ET0813'4 FOOT BOULDER, 45.1 METERS (148 FT) SOUTHWEST OF THE CENTERLINE OF
 ET0813'ALAMO ROAD, 8.4 METERS (27.5 FT) SOUTHWEST OF REFERENCE MARK 1, 5.8
 ET0813'METERS (19.0 FT) NORTHEAST OF THE CENTERLINE OF A DIRT ROAD LEADING TO
 ET0813'THE CORRAL, 4.9 METERS (16.0 FT) SOUTHWEST OF STATION BM M 11.
 ET0813'THE MARK IS 4.8 METERS  SW FROM A WITNESS POST.
 ET0813'THE MARK IS 0.3 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0125 ***********************************************************************
 ET0125  DESIGNATION -  M 111
 ET0125  PID         -  ET0125
 ET0125  STATE/COUNTY-  AZ/YAVAPAI
 ET0125  USGS QUAD   -  HUMBOLDT (1973)
 ET0125
 ET0125                         *CURRENT SURVEY CONTROL
 ET0125  ___________________________________________________________________
 ET0125* NAD 83(1986)-  34 32 28.     (N)    112 12 10.     (W)     SCALED    
 ET0125* NAVD 88     -      1466.82   (+/-2cm)    4812.4    (feet)  VERTCON   
 ET0125  ___________________________________________________________________
 ET0125  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0125
 ET0125.The horizontal coordinates were scaled from a topographic map and have
 ET0125.an estimated accuracy of +/- 6 seconds.
 ET0125
 ET0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0125.The vertical order pertains to the NGVD 29 superseded value.
 ET0125
 ET0125.The geoid height was determined by GEOID03.
 ET0125
 ET0125;                    North         East    Units  Estimated Accuracy
 ET0125;SPC AZ C     -   392,710.      187,100.      MT  (+/- 180 meters Scaled)
 ET0125
 ET0125                          SUPERSEDED SURVEY CONTROL
 ET0125
 ET0125  NGVD 29 (??/??/92) 1466.000  (m)         4809.70   (f) ADJ UNCH    2 0
 ET0125
 ET0125.Superseded values are not recommended for survey control.
 ET0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0125.See file dsdata.txt to determine how the superseded data were derived.
 ET0125
 ET0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD896228(NAD 83)
 ET0125_MARKER: DB = BENCH MARK DISK
 ET0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0125_STAMPING: M111
 ET0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0125+STABILITY: SURFACE MOTION
 ET0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0125+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0125
 ET0125  HISTORY     - Date     Condition        Report By
 ET0125  HISTORY     - 1935     MONUMENTED       CGS
 ET0125  HISTORY     - 1973     GOOD             USGS
 ET0125  HISTORY     - 20080711 GOOD             GEOCAC
 ET0125
 ET0125                          STATION DESCRIPTION
 ET0125
 ET0125'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0125'2.5 MI E FROM DEWEY.
 ET0125'ABOUT 2.5 MI. EAST ALONG STATE HIGHWAY 169 FROM DEWEY, ON THE OLD
 ET0125'HIGHWAY, ABOUT 400 FT. NORTH OF HIGHWAY 169, ABOUT 140 FT. NE OF A
 ET0125'CATTLEGUARD, 50 FT. NORTH OF THE CENTER OF THE OLD RD., AT A JUNCTION
 ET0125'OF ROADS, 1.5 FT. SE OF A FENCE LINE AND SET IN THE TOP OF A CONCRETE
 ET0125'POST.
 ET0125
 ET0125                          STATION RECOVERY (2008)
 ET0125
 ET0125'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0125'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0125'34 32 28.6 (N)   112 12 10.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0731 ***********************************************************************
 CZ0731  DESIGNATION -  M 112
 CZ0731  PID         -  CZ0731
 CZ0731  STATE/COUNTY-  AZ/PIMA
 CZ0731  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0731
 CZ0731                         *CURRENT SURVEY CONTROL
 CZ0731  ___________________________________________________________________
 CZ0731* NAD 83(1986)-  32 13 21.     (N)    111 09 57.     (W)     SCALED    
 CZ0731* NAVD 88     -       769.43   (+/-2cm)    2524.4    (feet)  VERTCON   
 CZ0731  ___________________________________________________________________
 CZ0731  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0731
 CZ0731.The horizontal coordinates were scaled from a topographic map and have
 CZ0731.an estimated accuracy of +/- 6 seconds.
 CZ0731
 CZ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0731.The vertical order pertains to the NGVD 29 superseded value.
 CZ0731
 CZ0731.The geoid height was determined by GEOID03.
 CZ0731
 CZ0731;                    North         East    Units  Estimated Accuracy
 CZ0731;SPC AZ C     -   135,790.      284,130.      MT  (+/- 180 meters Scaled)
 CZ0731
 CZ0731                          SUPERSEDED SURVEY CONTROL
 CZ0731
 CZ0731  NGVD 29 (??/??/92)  768.751  (m)         2522.14   (f) ADJ UNCH    2 0
 CZ0731
 CZ0731.Superseded values are not recommended for survey control.
 CZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0731.See file dsdata.txt to determine how the superseded data were derived.
 CZ0731
 CZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA843651(NAD 83)
 CZ0731_MARKER: DB = BENCH MARK DISK
 CZ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0731_STAMPING: M 112 1935
 CZ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0731+STABILITY: SURFACE MOTION
 CZ0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0731+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0731
 CZ0731  HISTORY     - Date     Condition        Report By
 CZ0731  HISTORY     - 1935     MONUMENTED       CGS
 CZ0731  HISTORY     - 1951     GOOD             NGS
 CZ0731  HISTORY     - 20010930 GOOD             INDIV
 CZ0731  HISTORY     - 20060405 GOOD             NGS
 CZ0731
 CZ0731                          STATION DESCRIPTION
 CZ0731
 CZ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0731'14.0 MI W FROM TUCSON.
 CZ0731'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0731'HIGHWAY 86, THENCE 7.8 MILES NORTHWEST ALONG THE KINNEY ROAD (VIA
 CZ0731'MCCAIN LOOP) AT THE JUNCTION OF A DIM TRACK ROAD LEADING SOUTHWEST,
 CZ0731'ABOUT 45 YARDS WEST OF A POINT WHERE A 20 FEET WIDE GRAVEL WASH
 CZ0731'CROSSES THE ROAD, 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CZ0731'ROAD, 13 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 1.8 FEET
 CZ0731'NORTH OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.4
 CZ0731'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ0731
 CZ0731                          STATION RECOVERY (2001)
 CZ0731
 CZ0731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0731'MEASURED GPS COORDINATES, N32 13 21.6, W111 09 57.7, ELEV. 2514 FEET.
 CZ0731
 CZ0731                          STATION RECOVERY (2006)
 CZ0731
 CZ0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0731'DISK IS NOW STAMPED 'M 112 1935 DOT.'  IT IS ABOUT 11 YARDS WEST OF A
 CZ0731'CURVE SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0423 ***********************************************************************
 CG0423  DESIGNATION -  M 113
 CG0423  PID         -  CG0423
 CG0423  STATE/COUNTY-  AZ/PIMA
 CG0423  USGS QUAD   -  FRESNO WASH (1982)
 CG0423
 CG0423                         *CURRENT SURVEY CONTROL
 CG0423  ___________________________________________________________________
 CG0423* NAD 83(1986)-  31 48 54.     (N)    111 26 27.     (W)     SCALED    
 CG0423* NAVD 88     -       959.17   (+/-2cm)    3146.9    (feet)  VERTCON   
 CG0423  ___________________________________________________________________
 CG0423  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CG0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0423
 CG0423.The horizontal coordinates were scaled from a topographic map and have
 CG0423.an estimated accuracy of +/- 6 seconds.
 CG0423
 CG0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0423.The vertical order pertains to the NGVD 29 superseded value.
 CG0423
 CG0423.The geoid height was determined by GEOID03.
 CG0423
 CG0423;                    North         East    Units  Estimated Accuracy
 CG0423;SPC AZ C     -    90,450.      258,410.      MT  (+/- 180 meters Scaled)
 CG0423
 CG0423                          SUPERSEDED SURVEY CONTROL
 CG0423
 CG0423  NGVD 29 (??/??/92)  958.420  (m)         3144.42   (f) ADJ UNCH    2 0
 CG0423
 CG0423.Superseded values are not recommended for survey control.
 CG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0423.See file dsdata.txt to determine how the superseded data were derived.
 CG0423
 CG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA582200(NAD 83)
 CG0423_MARKER: DB = BENCH MARK DISK
 CG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0423_STAMPING: M 113 1935
 CG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0423+STABILITY: SURFACE MOTION
 CG0423
 CG0423  HISTORY     - Date     Condition        Report By
 CG0423  HISTORY     - 1935     MONUMENTED       CGS
 CG0423  HISTORY     - 1951     GOOD             NGS
 CG0423  HISTORY     - 1977     GOOD             USGS
 CG0423  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0423
 CG0423                          STATION DESCRIPTION
 CG0423
 CG0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0423'21.3 MI S FROM THREE POINTS.
 CG0423'21.3 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0423'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 6.35 MILES SOUTH OF THE
 CG0423'PALO ALTO RANCH, 2.8 MILES SOUTHWEST OF THE STEEL BRIDGE OVER THE
 CG0423'ALTAR WASH, 0.65 MILES SOUTHWEST OF A Y JUNCTION OF THE MAIN ROAD TO
 CG0423'SASABE AND A ROAD LEADING TO THE ELKHORN RANCH, 48 1/2 FEET SOUTHEAST
 CG0423'OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTHEAST OF THE CENTER OF A
 CG0423'DRAIN AT THE EDGE OF THE ROAD, 1.8 FEET SOUTH OF THE WITNESS POST, AND
 CG0423'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0423'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0423
 CG0423                          STATION RECOVERY (1977)
 CG0423
 CG0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0423'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0423'286.
 CG0423
 CG0423                          STATION RECOVERY (2001)
 CG0423
 CG0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0423'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0497 ***********************************************************************
 CG0497  DESIGNATION -  M 114
 CG0497  PID         -  CG0497
 CG0497  STATE/COUNTY-  AZ/PIMA
 CG0497  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0497
 CG0497                         *CURRENT SURVEY CONTROL
 CG0497  ___________________________________________________________________
 CG0497* NAD 83(1986)-  31 51 45.     (N)    111 03 04.     (W)     SCALED    
 CG0497* NAVD 88     -      1014.70   (+/-2cm)    3329.1    (feet)  VERTCON   
 CG0497  ___________________________________________________________________
 CG0497  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0497
 CG0497.The horizontal coordinates were scaled from a topographic map and have
 CG0497.an estimated accuracy of +/- 6 seconds.
 CG0497
 CG0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0497.The vertical order pertains to the NGVD 29 superseded value.
 CG0497
 CG0497.The geoid height was determined by GEOID03.
 CG0497
 CG0497;                    North         East    Units  Estimated Accuracy
 CG0497;SPC AZ C     -    95,950.      295,260.      MT  (+/- 180 meters Scaled)
 CG0497
 CG0497                          SUPERSEDED SURVEY CONTROL
 CG0497
 CG0497  NGVD 29 (??/??/92) 1013.935  (m)         3326.55   (f) ADJ UNCH    2 0
 CG0497
 CG0497.Superseded values are not recommended for survey control.
 CG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0497.See file dsdata.txt to determine how the superseded data were derived.
 CG0497
 CG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA951251(NAD 83)
 CG0497_MARKER: DB = BENCH MARK DISK
 CG0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0497_STAMPING: M 114 1935
 CG0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0497+STABILITY: SURFACE MOTION
 CG0497
 CG0497  HISTORY     - Date     Condition        Report By
 CG0497  HISTORY     - 1935     MONUMENTED       CGS
 CG0497  HISTORY     - 1954     GOOD             NGS
 CG0497  HISTORY     - 1976     GOOD             USGS
 CG0497
 CG0497                          STATION DESCRIPTION
 CG0497
 CG0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0497'3.3 MI SE FROM TWIN BUTTES.
 CG0497'3.3 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE STORE AT TWIN
 CG0497'BUTTES, ON TOP OF A RIDGE, 0.1 MILE NORTH OF A SMALL CONCRETE CULVERT,
 CG0497'72 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A
 CG0497'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0497'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0497
 CG0497                          STATION RECOVERY (1976)
 CG0497
 CG0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0497'9.4 MI. S. ALONG THE TWIN BUTTES ROAD FROM SAN XAVIER, PIMA COUNTY,
 CG0497'THEN CROSS DUVAL MINE ROAD AND CONTINUE ON OLD ROAD FOR 0.6 MI., 72
 CG0497'FT. E. OF THE CENTER OF THE OLD ROAD, ABOUT LEVEL WITH THE OLD ROAD,
 CG0497'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE
 CG0497'GROUND. A STANDARD DISK STAMPED M 114 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0448 ***********************************************************************
 CG0448  DESIGNATION -  M 115
 CG0448  PID         -  CG0448
 CG0448  STATE/COUNTY-  AZ/PIMA
 CG0448  USGS QUAD   -  STEVENS MTN (1982)
 CG0448
 CG0448                         *CURRENT SURVEY CONTROL
 CG0448  ___________________________________________________________________
 CG0448* NAD 83(1986)-  31 54 01.     (N)    111 17 32.     (W)     SCALED    
 CG0448* NAVD 88     -      1118.90   (+/-2cm)    3670.9    (feet)  VERTCON   
 CG0448  ___________________________________________________________________
 CG0448  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CG0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0448
 CG0448.The horizontal coordinates were scaled from a topographic map and have
 CG0448.an estimated accuracy of +/- 6 seconds.
 CG0448
 CG0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0448.The vertical order pertains to the NGVD 29 superseded value.
 CG0448
 CG0448.The geoid height was determined by GEOID03.
 CG0448
 CG0448;                    North         East    Units  Estimated Accuracy
 CG0448;SPC AZ C     -    99,980.      272,420.      MT  (+/- 180 meters Scaled)
 CG0448
 CG0448                          SUPERSEDED SURVEY CONTROL
 CG0448
 CG0448  NGVD 29 (??/??/92) 1118.112  (m)         3668.34   (f) ADJ UNCH    2 0
 CG0448
 CG0448.Superseded values are not recommended for survey control.
 CG0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0448.See file dsdata.txt to determine how the superseded data were derived.
 CG0448
 CG0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA723294(NAD 83)
 CG0448_MARKER: DB = BENCH MARK DISK
 CG0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0448_STAMPING: M 115 1935
 CG0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0448+STABILITY: SURFACE MOTION
 CG0448
 CG0448  HISTORY     - Date     Condition        Report By
 CG0448  HISTORY     - 1935     MONUMENTED       CGS
 CG0448  HISTORY     - 1975     GOOD             USGS
 CG0448
 CG0448                          STATION DESCRIPTION
 CG0448
 CG0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0448'18.3 MI SW FROM SAN XAVIER.
 CG0448'18.3 MILES SOUTHWEST OF SAN XAVIER, PIMA COUNTY.  THIS BENCH MARK MAY
 CG0448'BE REACHED BY GOING 0.7 MILE NORTH ALONG THE TUCSON ROAD, THENCE 11.7
 CG0448'MILES SOUTHWEST ALONG THE SOTO RANCH ROAD, AND THENCE 5.9 MILES SOUTH
 CG0448'ALONG THE YELLOW BIRD MINE ROAD.  IT IS ON THE YELLOW BIRD
 CG0448'MINE-GONZALES RANCH ROAD, 1.0 MILE NORTH OF BANNER MINE, 120 FEET
 CG0448'SOUTH OF A WASH CROSSING THE ROAD, AND 43 FEET EAST OF THE CENTERLINE
 CG0448'OF THE ROAD.  A STANDARD DISK, STAMPED M 115 1935 AND SET IN THE TOP
 CG0448'OF A CONCRETE POST.
 CG0448
 CG0448                          STATION RECOVERY (1975)
 CG0448
 CG0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0448'RYAN FIELD, 6.6 MI SW. OF ALONG STATE HWY. 86 TO SIERRITA MTN. RD.,
 CG0448'THENCE 11.6 MI S. ALONG SIERRITA MTN. RD., THENCE 1.1 MI W. ALONG
 CG0448'WINTHROP RD., THENCE 0.2 MI S. ALONG WILDCAT AVE. TO RD. FORK, THENCE
 CG0448'0.2 MI N. (RIGHT) TO RD. FORK, THENCE 1.2 MI W. (LEFT) TO RD. FORK,
 CG0448'THENCE 2.1 MI S. (LEFT) ALONG MAIN RD. NEAR BEND IN RD. 55 FT E. OF
 CG0448'CENTERLINE OF RD. SET IN CONCRETE POST. NGS DISK STAMPED M 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0524 ***********************************************************************
 CG0524  DESIGNATION -  M 117
 CG0524  PID         -  CG0524
 CG0524  STATE/COUNTY-  AZ/PIMA
 CG0524  USGS QUAD   -  ARIVACA (1979)
 CG0524
 CG0524                         *CURRENT SURVEY CONTROL
 CG0524  ___________________________________________________________________
 CG0524* NAD 83(1986)-  31 34 33.     (N)    111 19 47.     (W)     SCALED    
 CG0524* NAVD 88     -      1111.08   (+/-2cm)    3645.3    (feet)  VERTCON   
 CG0524  ___________________________________________________________________
 CG0524  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CG0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0524
 CG0524.The horizontal coordinates were scaled from a topographic map and have
 CG0524.an estimated accuracy of +/- 6 seconds.
 CG0524
 CG0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0524.The vertical order pertains to the NGVD 29 superseded value.
 CG0524
 CG0524.The geoid height was determined by GEOID03.
 CG0524
 CG0524;                    North         East    Units  Estimated Accuracy
 CG0524;SPC AZ C     -    63,990.      269,070.      MT  (+/- 180 meters Scaled)
 CG0524
 CG0524                          SUPERSEDED SURVEY CONTROL
 CG0524
 CG0524  NGVD 29 (??/??/92) 1110.258  (m)         3642.57   (f) ADJ UNCH    2 0
 CG0524
 CG0524.Superseded values are not recommended for survey control.
 CG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0524.See file dsdata.txt to determine how the superseded data were derived.
 CG0524
 CG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV687934(NAD 83)
 CG0524_MARKER: DB = BENCH MARK DISK
 CG0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0524_STAMPING: M 117 1935
 CG0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0524+STABILITY: SURFACE MOTION
 CG0524
 CG0524  HISTORY     - Date     Condition        Report By
 CG0524  HISTORY     - 1935     MONUMENTED       CGS
 CG0524  HISTORY     - 1951     GOOD             NGS
 CG0524  HISTORY     - 20010331 GOOD             NGS
 CG0524
 CG0524                          STATION DESCRIPTION
 CG0524
 CG0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0524'IN ARIVACA.
 CG0524'AT THE ARIVACA SCHOOL HOUSE, ABOUT 500 FEET SOUTHEAST OF A CEMETERY,
 CG0524'80.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 20
 CG0524'1/2 FEET WEST OF THE CENTER OF AN IRON GATE AND ROAD LEADING INTO THE
 CG0524'SCHOOL YARD, 0.8 FOOT SOUTH OF THE FENCE OF THE SCHOOL YARD, 1.9 FEET
 CG0524'EAST OF THE WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE GROUND,
 CG0524'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CG0524'GROUND.
 CG0524
 CG0524                          STATION RECOVERY (2001)
 CG0524
 CG0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0524'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0541 ***********************************************************************
 CG0541  DESIGNATION -  M 118
 CG0541  PID         -  CG0541
 CG0541  STATE/COUNTY-  AZ/PIMA
 CG0541  USGS QUAD   -  WILBUR CANYON (1980)
 CG0541
 CG0541                         *CURRENT SURVEY CONTROL
 CG0541  ___________________________________________________________________
 CG0541* NAD 83(1986)-  31 34 57.     (N)    111 29 00.     (W)     SCALED    
 CG0541* NAVD 88     -      1079.76   (+/-2cm)    3542.5    (feet)  VERTCON   
 CG0541  ___________________________________________________________________
 CG0541  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CG0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0541
 CG0541.The horizontal coordinates were scaled from a topographic map and have
 CG0541.an estimated accuracy of +/- 6 seconds.
 CG0541
 CG0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0541.The vertical order pertains to the NGVD 29 superseded value.
 CG0541
 CG0541.The geoid height was determined by GEOID03.
 CG0541
 CG0541;                    North         East    Units  Estimated Accuracy
 CG0541;SPC AZ C     -    64,660.      254,490.      MT  (+/- 180 meters Scaled)
 CG0541
 CG0541                          SUPERSEDED SURVEY CONTROL
 CG0541
 CG0541  NGVD 29 (??/??/92) 1078.968  (m)         3539.91   (f) ADJ UNCH    2 0
 CG0541
 CG0541.Superseded values are not recommended for survey control.
 CG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0541.See file dsdata.txt to determine how the superseded data were derived.
 CG0541
 CG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV541942(NAD 83)
 CG0541_MARKER: DB = BENCH MARK DISK
 CG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0541_STAMPING: M 118 1935
 CG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0541+STABILITY: SURFACE MOTION
 CG0541
 CG0541  HISTORY     - Date     Condition        Report By
 CG0541  HISTORY     - 1935     MONUMENTED       CGS
 CG0541  HISTORY     - 1951     GOOD             NGS
 CG0541  HISTORY     - 1977     GOOD             USGS
 CG0541
 CG0541                          STATION DESCRIPTION
 CG0541
 CG0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0541'9.65 MI NE FROM SASABE.
 CG0541'6.05 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0541'HOUSE AT SASABE TO A T JUNCTION OF A ROAD LEADING EAST TO GILLS RANCH,
 CG0541'THENCE 3.6 MILES EAST ACROSS THE BRIDGE TO THE RANCH HOUSE, TAKE ROAD
 CG0541'TO THE LEFT AND GO THRU THE CATTLE GUARD IN THE NORTH-SOUTH FENCE,
 CG0541'THENCE TAKE LEFT HAND ROAD UP A HILL IN AN EASTERLY DIRECTION, 0.75
 CG0541'MILE NORTHEAST OF A WOODEN GATE AND FENCE LINE, 55 1/2 FEET SOUTH OF
 CG0541'THE CENTER LINE OF THE TRACK ROAD, 1.8 FEET NORTH OF THE WITNESS POST,
 CG0541'AND ABOUT 0.5 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0541'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0541
 CG0541                          STATION RECOVERY (1977)
 CG0541
 CG0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0541'SASABE, 6.05 MI N. OF ALONG STATE HWY. 286 FROM SCHOOLHOUSE TO T-RD.,
 CG0541'THENCE 3.6 MI E. (RIGHT) ACROSS BRIDGE, TAKE RD. LEFT THROUGH CATTLE
 CG0541'GUARD IN NORTH-SOUTH FENCE, THENCE TAKE LEFT-HAND RD. UPHILL IN
 CG0541'EASTERLY DIRECTION, 0.75 MI NE. OF WOODEN GATE AND FENCE LINE. 55 FT
 CG0541'S. OF CENTERLINE OF TRACK RD., 1.8 FT N. OF WITNESS POST, 0.5 FT
 CG0541'LOWER THAN RD. SET IN CONCRETE POST PROJECTING 0.8 FT ABOVE GROUND.
 CG0541'STANDARD DISK STAMPED M 118 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0398 ***********************************************************************
 FS0398  DESIGNATION -  M 119
 FS0398  PID         -  FS0398
 FS0398  STATE/COUNTY-  AZ/MOHAVE
 FS0398  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0398
 FS0398                         *CURRENT SURVEY CONTROL
 FS0398  ___________________________________________________________________
 FS0398* NAD 83(1986)-  35 52 47.     (N)    114 29 56.     (W)     SCALED    
 FS0398* NAVD 88     -       601.405  (meters)    1973.11   (feet)  POSTED    
 FS0398  ___________________________________________________________________
 FS0398  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FS0398  DYNAMIC HT  -         600.790 (meters)    1971.09  (feet)  COMP
 FS0398  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 FS0398
 FS0398  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0398
 FS0398.The horizontal coordinates were scaled from a topographic map and have
 FS0398.an estimated accuracy of +/- 6 seconds.
 FS0398
 FS0398.The orthometric height was determined by differential leveling
 FS0398.and adjusted by the  in 1992.
 FS0398.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0398.rate of 0.0 thru 1.0 mm/km.
 FS0398
 FS0398.The geoid height was determined by GEOID03.
 FS0398
 FS0398.The dynamic height is computed by dividing the NAVD 88
 FS0398.geopotential number by the normal gravity value computed on the
 FS0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0398.degrees latitude (g = 980.6199 gals.).
 FS0398
 FS0398.The modeled gravity was interpolated from observed gravity values.
 FS0398
 FS0398;                    North         East    Units  Estimated Accuracy
 FS0398;SPC AZ W     -   541,450.      145,740.      MT  (+/- 180 meters Scaled)
 FS0398
 FS0398                          SUPERSEDED SURVEY CONTROL
 FS0398
 FS0398  NGVD 29 (??/??/92)  600.675  (m)         1970.71   (f) ADJ UNCH    1 1
 FS0398
 FS0398.Superseded values are not recommended for survey control.
 FS0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0398.See file dsdata.txt to determine how the superseded data were derived.
 FS0398
 FS0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV257734(NAD 83)
 FS0398_MARKER: DB = BENCH MARK DISK
 FS0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0398_STAMPING: M 119 1935
 FS0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0398+STABILITY: SURFACE MOTION
 FS0398
 FS0398  HISTORY     - Date     Condition        Report By
 FS0398  HISTORY     - 1935     MONUMENTED       CGS
 FS0398  HISTORY     - 1950     GOOD             NGS
 FS0398  HISTORY     - 1963     GOOD             NGS
 FS0398
 FS0398                          STATION DESCRIPTION
 FS0398
 FS0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0398'14.4 MI S FROM MOUTH OF DETRITAL WASH.
 FS0398'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0398'MEAD, THENCE 7.5 MILES SOUTH ALONG AN ABANDONED ROAD, 96 FEET
 FS0398'NORTH OF THE APPROXIMATE CENTER OF THE TOP OF A SMALL RIDGE,
 FS0398'77 1/2 FEET NORTH OF A YUCCA TREE, 57 FEET EAST OF THE CENTER
 FS0398'LINE OF THE ROAD, 3.3 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET
 FS0398'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0398'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 FS0398
 FS0398                          STATION RECOVERY (1963)
 FS0398
 FS0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1079 ***********************************************************************
 DV1079  DESIGNATION -  M 12
 DV1079  PID         -  DV1079
 DV1079  STATE/COUNTY-  AZ/LA PAZ
 DV1079  USGS QUAD   -  SALOME (1990)
 DV1079
 DV1079                         *CURRENT SURVEY CONTROL
 DV1079  ___________________________________________________________________
 DV1079* NAD 83(1986)-  33 49 18.     (N)    113 32 32.     (W)     SCALED    
 DV1079* NAVD 88     -       570.45   (+/-2cm)    1871.6    (feet)  VERTCON   
 DV1079  ___________________________________________________________________
 DV1079  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV1079  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1079
 DV1079.The horizontal coordinates were scaled from a topographic map and have
 DV1079.an estimated accuracy of +/- 6 seconds.
 DV1079
 DV1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1079.The vertical order pertains to the NGVD 29 superseded value.
 DV1079
 DV1079.The geoid height was determined by GEOID03.
 DV1079
 DV1079;                    North         East    Units  Estimated Accuracy
 DV1079;SPC AZ W     -   312,910.      232,590.      MT  (+/- 180 meters Scaled)
 DV1079
 DV1079                          SUPERSEDED SURVEY CONTROL
 DV1079
 DV1079  NGVD 29 (??/??/92)  569.773  (m)         1869.33   (f) ADJ UNCH    1 2
 DV1079
 DV1079.Superseded values are not recommended for survey control.
 DV1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1079.See file dsdata.txt to determine how the superseded data were derived.
 DV1079
 DV1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC647452(NAD 83)
 DV1079_MARKER: DB = BENCH MARK DISK
 DV1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1079_STAMPING: 1869.330 M 12 1927
 DV1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1079+STABILITY: SURFACE MOTION
 DV1079
 DV1079  HISTORY     - Date     Condition        Report By
 DV1079  HISTORY     - 1927     MONUMENTED       CGS
 DV1079  HISTORY     - 1934     GOOD             NGS
 DV1079  HISTORY     - 1964     MARK NOT FOUND   USGS
 DV1079  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1079
 DV1079                          STATION DESCRIPTION
 DV1079
 DV1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1079'IN WENDEN.
 DV1079'AT WENDEN, YUMA COUNTY, ON U.S. HIGHWAY 60, AT THE SOUTHWEST EDGE OF
 DV1079'TOWN, 0.2 MILE SOUTHWEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1079'STATION, 200 FEET SOUTHEAST OF RAILROAD MILEPOST 45, IN THE NORTHEAST
 DV1079'CORNER OF THE DESERT INN YARD, 45 FEET NORTH OF THE NORTH CORNER OF
 DV1079'THE HOTEL, AND 44 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 DV1079'STANDARD DISK, STAMPED 1869.330 M 12 1927 AND SET IN THE TOP OF A
 DV1079'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 DV1079
 DV1079                          STATION RECOVERY (1964)
 DV1079
 DV1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1079'MARK NOT FOUND.
 DV1079
 DV1079                          STATION RECOVERY (1981)
 DV1079
 DV1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1079'NOT RECOVERED, MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0226 ***********************************************************************
 ES0226  DESIGNATION -  M 12
 ES0226  PID         -  ES0226
 ES0226  STATE/COUNTY-  AZ/NAVAJO
 ES0226  USGS QUAD   -  HEBER (1990)
 ES0226
 ES0226                         *CURRENT SURVEY CONTROL
 ES0226  ___________________________________________________________________
 ES0226* NAD 83(1986)-  34 25 39.     (N)    110 35 45.     (W)     SCALED    
 ES0226* NAVD 88     -      1965.099  (meters)    6447.16   (feet)  ADJUSTED  
 ES0226  ___________________________________________________________________
 ES0226  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0226  DYNAMIC HT  -        1962.226 (meters)    6437.74  (feet)  COMP
 ES0226  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 ES0226
 ES0226  VERT ORDER  -  SECOND    CLASS 0
 ES0226
 ES0226.The horizontal coordinates were scaled from a topographic map and have
 ES0226.an estimated accuracy of +/- 6 seconds.
 ES0226
 ES0226.The orthometric height was determined by differential leveling
 ES0226.and adjusted in June 1991.
 ES0226
 ES0226.The geoid height was determined by GEOID03.
 ES0226
 ES0226.The dynamic height is computed by dividing the NAVD 88
 ES0226.geopotential number by the normal gravity value computed on the
 ES0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0226.degrees latitude (g = 980.6199 gals.).
 ES0226
 ES0226.The modeled gravity was interpolated from observed gravity values.
 ES0226
 ES0226;                    North         East    Units  Estimated Accuracy
 ES0226;SPC AZ E     -   380,150.      173,920.      MT  (+/- 180 meters Scaled)
 ES0226
 ES0226                          SUPERSEDED SURVEY CONTROL
 ES0226
 ES0226  NGVD 29 (??/??/92) 1964.161  (m)         6444.08   (f) ADJ UNCH    2 0
 ES0226
 ES0226.Superseded values are not recommended for survey control.
 ES0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0226.See file dsdata.txt to determine how the superseded data were derived.
 ES0226
 ES0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD371096(NAD 83)
 ES0226_MARKER: DD = SURVEY DISK
 ES0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0226_SP_SET: PORCH
 ES0226_STAMPING: M-12 1934
 ES0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0226
 ES0226  HISTORY     - Date     Condition        Report By
 ES0226  HISTORY     - 1934     MONUMENTED       USGS
 ES0226  HISTORY     - 1934     GOOD             NGS
 ES0226
 ES0226                          STATION DESCRIPTION
 ES0226
 ES0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0226'IN HEBER.
 ES0226'SET ON THE THE SOUTH EAST CORNER OF THE PORCH OF THE HEBER SCHOOL
 ES0226'HOUSE.  60 FEET NORTH OF THE HIWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0430 ***********************************************************************
 GR0430  DESIGNATION -  M 120
 GR0430  PID         -  GR0430
 GR0430  STATE/COUNTY-  AZ/MOHAVE
 GR0430  USGS QUAD   -  BONELLI BAY (1983)
 GR0430
 GR0430                         *CURRENT SURVEY CONTROL
 GR0430  ___________________________________________________________________
 GR0430* NAD 83(1986)-  36 00 46.     (N)    114 28 19.     (W)     SCALED    
 GR0430* NAVD 88     -       414.745  (meters)    1360.71   (feet)  POSTED    
 GR0430  ___________________________________________________________________
 GR0430  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR0430  DYNAMIC HT  -         414.340 (meters)    1359.38  (feet)  COMP
 GR0430  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 GR0430
 GR0430  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0430
 GR0430.The horizontal coordinates were scaled from a topographic map and have
 GR0430.an estimated accuracy of +/- 6 seconds.
 GR0430
 GR0430.The orthometric height was determined by differential leveling
 GR0430.and adjusted by the  in 1992.
 GR0430.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0430.rate of 1.1 thru 2.0 mm/km.
 GR0430
 GR0430.The geoid height was determined by GEOID03.
 GR0430
 GR0430.The dynamic height is computed by dividing the NAVD 88
 GR0430.geopotential number by the normal gravity value computed on the
 GR0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0430.degrees latitude (g = 980.6199 gals.).
 GR0430
 GR0430.The modeled gravity was interpolated from observed gravity values.
 GR0430
 GR0430;                    North         East    Units  Estimated Accuracy
 GR0430;SPC AZ W     -   556,190.      148,280.      MT  (+/- 180 meters Scaled)
 GR0430
 GR0430                          SUPERSEDED SURVEY CONTROL
 GR0430
 GR0430  NGVD 29 (??/??/92)  414.025  (m)         1358.35   (f) ADJ UNCH    1 1
 GR0430
 GR0430.Superseded values are not recommended for survey control.
 GR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0430.See file dsdata.txt to determine how the superseded data were derived.
 GR0430
 GR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278883(NAD 83)
 GR0430_MARKER: DB = BENCH MARK DISK
 GR0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0430_STAMPING: M 120 1935
 GR0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0430+STABILITY: SURFACE MOTION
 GR0430
 GR0430  HISTORY     - Date     Condition        Report By
 GR0430  HISTORY     - 1935     MONUMENTED       CGS
 GR0430  HISTORY     - 1950     GOOD             NGS
 GR0430  HISTORY     - 1963     GOOD             NGS
 GR0430
 GR0430                          STATION DESCRIPTION
 GR0430
 GR0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0430'3.2 MI S FROM MOUTH OF DETRITAL WASH.
 GR0430'3.2 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0430'182 FEET WEST OF THE TOP OF THE WEST BANK OF THE WASH, 195 FEET NORTH
 GR0430'OF THE TOP OF THE NORTH BANK OF A NARROW DEEP WASH, 180 FEET EAST OF
 GR0430'THE FOOTHILLS, ABOUT 20 FEET HIGHER THAN THE BED OF THE WASH, 3.2 FEET
 GR0430'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0430'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0430
 GR0430                          STATION RECOVERY (1963)
 GR0430
 GR0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0290 ***********************************************************************
 FS0290  DESIGNATION -  M 121
 FS0290  PID         -  FS0290
 FS0290  STATE/COUNTY-  AZ/MOHAVE
 FS0290  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0290
 FS0290                         *CURRENT SURVEY CONTROL
 FS0290  ___________________________________________________________________
 FS0290* NAD 83(1986)-  35 41 36.     (N)    114 28 15.     (W)     SCALED    
 FS0290* NAVD 88     -       746.788  (meters)    2450.09   (feet)  ADJUSTED  
 FS0290  ___________________________________________________________________
 FS0290  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS0290  DYNAMIC HT  -         745.979 (meters)    2447.43  (feet)  COMP
 FS0290  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 FS0290
 FS0290  VERT ORDER  -  FIRST     CLASS I
 FS0290
 FS0290.The horizontal coordinates were scaled from a topographic map and have
 FS0290.an estimated accuracy of +/- 6 seconds.
 FS0290
 FS0290.The orthometric height was determined by differential leveling
 FS0290.and adjusted in June 1991.
 FS0290
 FS0290.The geoid height was determined by GEOID03.
 FS0290
 FS0290.The dynamic height is computed by dividing the NAVD 88
 FS0290.geopotential number by the normal gravity value computed on the
 FS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0290.degrees latitude (g = 980.6199 gals.).
 FS0290
 FS0290.The modeled gravity was interpolated from observed gravity values.
 FS0290
 FS0290;                    North         East    Units  Estimated Accuracy
 FS0290;SPC AZ W     -   520,750.      148,120.      MT  (+/- 180 meters Scaled)
 FS0290
 FS0290                          SUPERSEDED SURVEY CONTROL
 FS0290
 FS0290  NGVD 29 (??/??/92)  746.083  (m)         2447.77   (f) ADJ UNCH    1 1
 FS0290
 FS0290.Superseded values are not recommended for survey control.
 FS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0290.See file dsdata.txt to determine how the superseded data were derived.
 FS0290
 FS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV288528(NAD 83)
 FS0290_MARKER: DB = BENCH MARK DISK
 FS0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0290_STAMPING: M 121 1935
 FS0290_MARK LOGO: CGS   
 FS0290_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0290+STABILITY: SURFACE MOTION
 FS0290
 FS0290  HISTORY     - Date     Condition        Report By
 FS0290  HISTORY     - 1935     MONUMENTED       CGS
 FS0290  HISTORY     - 1949     GOOD             NGS
 FS0290  HISTORY     - 1982     GOOD             NGS
 FS0290  HISTORY     - 19870225 MARK NOT FOUND   USPSQD
 FS0290
 FS0290                          STATION DESCRIPTION
 FS0290
 FS0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0290'23.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0290'23.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0290'OF STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.2 MILE NORTHWEST
 FS0290'OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO AN ARIZONA STATE
 FS0290'HIGHWAY DEPARTMENT MAINTENANCE CAMP, 174 FEET NORTHEAST OF AND
 FS0290'ACROSS THE HIGHWAY FROM MILEPOST 29, AT THE JUNCTION OF A DIRT
 FS0290'ROAD LEADING NORTHEAST, 125 1/2 FEET NORTHEAST OF THE CENTER
 FS0290'LINE OF THE HIGHWAY, 38 1/2 FEET NORTHWEST OF THE CENTER LINE
 FS0290'OF THE DIRT ROAD, 23.9 FEET NORTHEAST OF A FENCE, 12.4 FEET
 FS0290'NORTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, AND
 FS0290'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 FS0290'GROUND.
 FS0290
 FS0290                          STATION RECOVERY (1982)
 FS0290
 FS0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0290'38.5 KM (23.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0290'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT MILEPOST 29, 38.1 METERS
 FS0290'(125 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.2 METERS (23.9
 FS0290'FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FS0290'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FS0290'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0290
 FS0290                          STATION RECOVERY (1987)
 FS0290
 FS0290'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0940 ***********************************************************************
 FS0940  DESIGNATION -  M 121 RESET
 FS0940  PID         -  FS0940
 FS0940  STATE/COUNTY-  AZ/MOHAVE
 FS0940  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0940
 FS0940                         *CURRENT SURVEY CONTROL
 FS0940  ___________________________________________________________________
 FS0940* NAD 83(1986)-  35 41 36.     (N)    114 28 15.     (W)     SCALED    
 FS0940* NAVD 88     -       747.793  (meters)    2453.38   (feet)  ADJUSTED  
 FS0940  ___________________________________________________________________
 FS0940  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS0940  DYNAMIC HT  -         746.983 (meters)    2450.73  (feet)  COMP
 FS0940  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 FS0940
 FS0940  VERT ORDER  -  FIRST     CLASS II
 FS0940
 FS0940.The horizontal coordinates were scaled from a topographic map and have
 FS0940.an estimated accuracy of +/- 6 seconds.
 FS0940
 FS0940.The orthometric height was determined by differential leveling
 FS0940.and adjusted in June 1991.
 FS0940
 FS0940.The geoid height was determined by GEOID03.
 FS0940
 FS0940.The dynamic height is computed by dividing the NAVD 88
 FS0940.geopotential number by the normal gravity value computed on the
 FS0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0940.degrees latitude (g = 980.6199 gals.).
 FS0940
 FS0940.The modeled gravity was interpolated from observed gravity values.
 FS0940
 FS0940;                    North         East    Units  Estimated Accuracy
 FS0940;SPC AZ W     -   520,750.      148,120.      MT  (+/- 180 meters Scaled)
 FS0940
 FS0940                          SUPERSEDED SURVEY CONTROL
 FS0940
 FS0940.No superseded survey control is available for this station.
 FS0940
 FS0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV288528(NAD 83)
 FS0940_MARKER: DB = BENCH MARK DISK
 FS0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0940_SP_SET: CONCRETE POST
 FS0940_STAMPING: M 121 RESET 1981
 FS0940_MARK LOGO: NGS   
 FS0940_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0940+STABILITY: SURFACE MOTION
 FS0940
 FS0940  HISTORY     - Date     Condition        Report By
 FS0940  HISTORY     - 1981     MONUMENTED       AZDT
 FS0940  HISTORY     - 1982     GOOD             NGS
 FS0940
 FS0940                          STATION DESCRIPTION
 FS0940
 FS0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0940'38.5 KM (23.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0940'38.5 KM (23.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0940'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT MILEPOST 29, 29.3 METERS
 FS0940'(97.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.7 METER (2.5
 FS0940'FT) NORTHEAST OF A FENCE.
 FS0940'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0689 ***********************************************************************
 CG0689  DESIGNATION -  M 122
 CG0689  PID         -  CG0689
 CG0689  STATE/COUNTY-  AZ/PIMA
 CG0689  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0689
 CG0689                         *CURRENT SURVEY CONTROL
 CG0689  ___________________________________________________________________
 CG0689* NAD 83(1986)-  31 38 35.     (N)    111 42 53.     (W)     SCALED    
 CG0689* NAVD 88     -       842.65   (+/-2cm)    2764.6    (feet)  VERTCON   
 CG0689  ___________________________________________________________________
 CG0689  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CG0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0689
 CG0689.The horizontal coordinates were scaled from a topographic map and have
 CG0689.an estimated accuracy of +/- 6 seconds.
 CG0689
 CG0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0689.The vertical order pertains to the NGVD 29 superseded value.
 CG0689
 CG0689.The geoid height was determined by GEOID03.
 CG0689
 CG0689;                    North         East    Units  Estimated Accuracy
 CG0689;SPC AZ C     -    71,310.      232,510.      MT  (+/- 180 meters Scaled)
 CG0689
 CG0689                          SUPERSEDED SURVEY CONTROL
 CG0689
 CG0689  NGVD 29 (??/??/92)  841.899  (m)         2762.13   (f) ADJ UNCH    2 0
 CG0689
 CG0689.Superseded values are not recommended for survey control.
 CG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0689.See file dsdata.txt to determine how the superseded data were derived.
 CG0689
 CG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA322010(NAD 83)
 CG0689_MARKER: DB = BENCH MARK DISK
 CG0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0689_STAMPING: M 122 1935
 CG0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0689+STABILITY: SURFACE MOTION
 CG0689
 CG0689  HISTORY     - Date     Condition        Report By
 CG0689  HISTORY     - 1935     MONUMENTED       CGS
 CG0689  HISTORY     - 1952     GOOD             NGS
 CG0689  HISTORY     - 1977     GOOD             USGS
 CG0689
 CG0689                          STATION DESCRIPTION
 CG0689
 CG0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0689'5.7 MI NE FROM SAN MIGUEL.
 CG0689'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0689'MIGUEL, THENCE 1.4 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0689'0.35 MILE SOUTH OF A CATTLE GUARD, 422 FEET SOUTH OF THE CENTER OF THE
 CG0689'ROAD AND A LARGE WASH, 39 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CG0689'1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0689'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0689
 CG0689                          STATION RECOVERY (1977)
 CG0689
 CG0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0689'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0689'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0075 ***********************************************************************
 DU0075  DESIGNATION -  M 123
 DU0075  PID         -  DU0075
 DU0075  STATE/COUNTY-  AZ/GILA
 DU0075  USGS QUAD   -  SONTAG CREEK (1979)
 DU0075
 DU0075                         *CURRENT SURVEY CONTROL
 DU0075  ___________________________________________________________________
 DU0075* NAD 83(1986)-  33 36 49.     (N)    110 18 15.     (W)     SCALED    
 DU0075* NAVD 88     -      1832.526  (meters)    6012.21   (feet)  ADJUSTED  
 DU0075  ___________________________________________________________________
 DU0075  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DU0075  DYNAMIC HT  -        1829.825 (meters)    6003.35  (feet)  COMP
 DU0075  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 DU0075
 DU0075  VERT ORDER  -  SECOND    CLASS 0
 DU0075
 DU0075.The horizontal coordinates were scaled from a topographic map and have
 DU0075.an estimated accuracy of +/- 6 seconds.
 DU0075
 DU0075.The orthometric height was determined by differential leveling
 DU0075.and adjusted in June 1991.
 DU0075
 DU0075.The geoid height was determined by GEOID03.
 DU0075
 DU0075.The dynamic height is computed by dividing the NAVD 88
 DU0075.geopotential number by the normal gravity value computed on the
 DU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0075.degrees latitude (g = 980.6199 gals.).
 DU0075
 DU0075.The modeled gravity was interpolated from observed gravity values.
 DU0075
 DU0075;                    North         East    Units  Estimated Accuracy
 DU0075;SPC AZ E     -   289,810.      200,600.      MT  (+/- 180 meters Scaled)
 DU0075
 DU0075                          SUPERSEDED SURVEY CONTROL
 DU0075
 DU0075  NGVD 29 (??/??/92) 1831.808  (m)         6009.86   (f) ADJ UNCH    2 0
 DU0075
 DU0075.Superseded values are not recommended for survey control.
 DU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0075.See file dsdata.txt to determine how the superseded data were derived.
 DU0075
 DU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC645195(NAD 83)
 DU0075_MARKER: DB = BENCH MARK DISK
 DU0075_SETTING: 66 = SET IN ROCK OUTCROP
 DU0075_SP_SET: ROCK OUTCROP
 DU0075_STAMPING: M 123 1935
 DU0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0075+STABILITY: POSITION/ELEVATION WELL
 DU0075
 DU0075  HISTORY     - Date     Condition        Report By
 DU0075  HISTORY     - 1935     MONUMENTED       CGS
 DU0075
 DU0075                          STATION DESCRIPTION
 DU0075
 DU0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0075'5.7 MI NE FROM HILLTOP.
 DU0075'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0075'COUNTY, 0.3 MILE SOUTHEAST ALONG THE ROCKY CREEK ROAD, 0.3 MILE WEST
 DU0075'OF THE JUNCTION OF A ROAD LEADING NORTHEAST, OPPOSITE A SHARP CURVE,
 DU0075'60 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK
 DU0075'OUTCROP.  A STANDARD DISK, STAMPED M 123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0493 ***********************************************************************
 FR0493  DESIGNATION -  M 124
 FR0493  PID         -  FR0493
 FR0493  STATE/COUNTY-  AZ/MOHAVE
 FR0493  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0493
 FR0493                         *CURRENT SURVEY CONTROL
 FR0493  ___________________________________________________________________
 FR0493* NAD 83(1986)-  35 20 19.     (N)    113 53 21.     (W)     SCALED    
 FR0493* NAVD 88     -      1001.737  (meters)    3286.53   (feet)  ADJUSTED  
 FR0493  ___________________________________________________________________
 FR0493  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FR0493  DYNAMIC HT  -        1000.554 (meters)    3282.65  (feet)  COMP
 FR0493  MODELED GRAV-     979,419.5   (mgal)                       NAVD 88
 FR0493
 FR0493  VERT ORDER  -  FIRST     CLASS I
 FR0493
 FR0493.The horizontal coordinates were scaled from a topographic map and have
 FR0493.an estimated accuracy of +/- 6 seconds.
 FR0493
 FR0493.The orthometric height was determined by differential leveling
 FR0493.and adjusted in June 1991.
 FR0493
 FR0493.The geoid height was determined by GEOID03.
 FR0493
 FR0493.The dynamic height is computed by dividing the NAVD 88
 FR0493.geopotential number by the normal gravity value computed on the
 FR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0493.degrees latitude (g = 980.6199 gals.).
 FR0493
 FR0493.The modeled gravity was interpolated from observed gravity values.
 FR0493
 FR0493;                    North         East    Units  Estimated Accuracy
 FR0493;SPC AZ W     -   481,160.      200,710.      MT  (+/- 180 meters Scaled)
 FR0493
 FR0493                          SUPERSEDED SURVEY CONTROL
 FR0493
 FR0493  NGVD 29 (??/??/92) 1000.945  (m)         3283.93   (f) ADJ UNCH    1 1
 FR0493
 FR0493.Superseded values are not recommended for survey control.
 FR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0493.See file dsdata.txt to determine how the superseded data were derived.
 FR0493
 FR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE374144(NAD 83)
 FR0493_MARKER: DB = BENCH MARK DISK
 FR0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0493_STAMPING: M 124 1935
 FR0493_MARK LOGO: CGS   
 FR0493_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0493+STABILITY: SURFACE MOTION
 FR0493
 FR0493  HISTORY     - Date     Condition        Report By
 FR0493  HISTORY     - 1935     MONUMENTED       CGS
 FR0493  HISTORY     - 1947     GOOD             NGS
 FR0493  HISTORY     - 1982     GOOD             NGS
 FR0493
 FR0493                          STATION DESCRIPTION
 FR0493
 FR0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FR0493'13.1 MI SW FROM HACKBERRY.
 FR0493'13.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0493'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 0.7 MILE SOUTHWEST OF
 FR0493'THE STATION SIGN AT WALAPAI, 200 FEET NORTH ACROSS THE TRACK FROM
 FR0493'MILEPOST 502, 180 FEET WEST OF A BLOCK SIGNAL, 95 FEET NORTHWEST OF
 FR0493'THE CENTERLINE OF THE NORTH TRACK, AND 3 FEET SOUTH OF A WHITE WOODEN
 FR0493'WITNESS POST.  A STANDARD DISK, STAMPED M 124 1935 AND SET IN THE TOP
 FR0493'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FR0493
 FR0493                          STATION RECOVERY (1982)
 FR0493
 FR0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0493'23.3 KM (14.5 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0493'FE RAILROAD FROM THE STATION AT KINGMAN, 59.1 METERS (194.0 FEET)
 FR0493'NORTH AND ACROSS THE TRACKS FROM RAILROAD MILEPOST 502, 30.3 METERS
 FR0493'(99.5 FEET) NORTHWEST OF THE NORTHWEST RAIL, 104.8 METERS (344.0 FEET)
 FR0493'NORTH NORTHEAST OF RAILROAD SIGNAL LIGHT 502.1, 7.3 METERS (24.0 FEET)
 FR0493'NORTHWEST OF THE CENTER OF A DIRT ROAD.
 FR0493'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FR0493'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0675 ***********************************************************************
 FR0675  DESIGNATION -  M 125
 FR0675  PID         -  FR0675
 FR0675  STATE/COUNTY-  AZ/MOHAVE
 FR0675  USGS QUAD   -  MUSIC MOUNTAINS SW (1968)
 FR0675
 FR0675                         *CURRENT SURVEY CONTROL
 FR0675  ___________________________________________________________________
 FR0675* NAD 83(1986)-  35 37 22.     (N)    113 55 18.     (W)     SCALED    
 FR0675* NAVD 88     -       897.397  (meters)    2944.21   (feet)  POSTED    
 FR0675  ___________________________________________________________________
 FR0675  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FR0675  DYNAMIC HT  -         896.370 (meters)    2940.84  (feet)  COMP
 FR0675  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 FR0675
 FR0675  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0675
 FR0675.The horizontal coordinates were scaled from a topographic map and have
 FR0675.an estimated accuracy of +/- 6 seconds.
 FR0675
 FR0675.The orthometric height was determined by differential leveling
 FR0675.and adjusted by the  in 1992.
 FR0675.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0675.rate of 1.1 thru 2.0 mm/km.
 FR0675
 FR0675.The geoid height was determined by GEOID03.
 FR0675
 FR0675.The dynamic height is computed by dividing the NAVD 88
 FR0675.geopotential number by the normal gravity value computed on the
 FR0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0675.degrees latitude (g = 980.6199 gals.).
 FR0675
 FR0675.The modeled gravity was interpolated from observed gravity values.
 FR0675
 FR0675;                    North         East    Units  Estimated Accuracy
 FR0675;SPC AZ W     -   512,690.      197,810.      MT  (+/- 180 meters Scaled)
 FR0675
 FR0675                          SUPERSEDED SURVEY CONTROL
 FR0675
 FR0675  NGVD 29 (??/??/92)  896.641  (m)         2941.73   (f) ADJ UNCH    1 1
 FR0675
 FR0675.Superseded values are not recommended for survey control.
 FR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0675.See file dsdata.txt to determine how the superseded data were derived.
 FR0675
 FR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE353460(NAD 83)
 FR0675_MARKER: DB = BENCH MARK DISK
 FR0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0675_STAMPING: M 125 135
 FR0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0675+STABILITY: SURFACE MOTION
 FR0675
 FR0675  HISTORY     - Date     Condition        Report By
 FR0675  HISTORY     - 1935     MONUMENTED       CGS
 FR0675  HISTORY     - 1940     GOOD             NGS
 FR0675
 FR0675                          STATION DESCRIPTION
 FR0675
 FR0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0675'20.9 MI N FROM HACKBERRY.
 FR0675'20.9 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0675'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 0.3 MILE
 FR0675'NORTHWEST OF THE INTERSECTION OF THE ROAD LEADING TO THE P AND M MINE,
 FR0675'12 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF A
 FR0675'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 125 1935 AND
 FR0675'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0367 ***********************************************************************
 GR0367  DESIGNATION -  M 126
 GR0367  PID         -  GR0367
 GR0367  STATE/COUNTY-  AZ/MOHAVE
 GR0367  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0367
 GR0367                         *CURRENT SURVEY CONTROL
 GR0367  ___________________________________________________________________
 GR0367* NAD 83(1986)-  36 00 40.     (N)    114 04 48.     (W)     SCALED    
 GR0367* NAVD 88     -       934.727  (meters)    3066.68   (feet)  POSTED    
 GR0367  ___________________________________________________________________
 GR0367  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0367  DYNAMIC HT  -         933.710 (meters)    3063.35  (feet)  COMP
 GR0367  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 GR0367
 GR0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0367
 GR0367.The horizontal coordinates were scaled from a topographic map and have
 GR0367.an estimated accuracy of +/- 6 seconds.
 GR0367
 GR0367.The orthometric height was determined by differential leveling
 GR0367.and adjusted by the  in 1992.
 GR0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0367.rate of 0.0 thru 1.0 mm/km.
 GR0367
 GR0367.The geoid height was determined by GEOID03.
 GR0367
 GR0367.The dynamic height is computed by dividing the NAVD 88
 GR0367.geopotential number by the normal gravity value computed on the
 GR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0367.degrees latitude (g = 980.6199 gals.).
 GR0367
 GR0367.The modeled gravity was interpolated from observed gravity values.
 GR0367
 GR0367;                    North         East    Units  Estimated Accuracy
 GR0367;SPC AZ W     -   555,820.      183,610.      MT  (+/- 180 meters Scaled)
 GR0367
 GR0367                          SUPERSEDED SURVEY CONTROL
 GR0367
 GR0367  NGVD 29 (??/??/92)  934.002  (m)         3064.30   (f) ADJ UNCH    1 1
 GR0367
 GR0367.Superseded values are not recommended for survey control.
 GR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0367.See file dsdata.txt to determine how the superseded data were derived.
 GR0367
 GR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV631891(NAD 83)
 GR0367_MARKER: DB = BENCH MARK DISK
 GR0367_SETTING: 80 = SET IN A BOULDER
 GR0367_SP_SET: BOULDER
 GR0367_STAMPING: M 126 1935
 GR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0367+STABILITY: SURFACE MOTION
 GR0367
 GR0367  HISTORY     - Date     Condition        Report By
 GR0367  HISTORY     - 1935     MONUMENTED       CGS
 GR0367  HISTORY     - 1950     GOOD             NGS
 GR0367
 GR0367                          STATION DESCRIPTION
 GR0367
 GR0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0367'10.3 MI S FROM PIERCES FERRY.
 GR0367'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0367'STATION AT PIERCES FERRY, THENCE 9.8 MILES SOUTH ALONG AN OLD
 GR0367'ABANDONED ROAD, 46 YARDS SOUTH OF A POINT WHERE THE ROAD CROSSES A DRY
 GR0367'WASH, 125 FEET EAST OF THE CENTER LINE OF THE PARK SERVICE ROAD, IN
 GR0367'THE TOP OF A LARGE GRANITE BOULDER, 83 FEET NORTHWEST OF THE CENTER OF
 GR0367'THE INTERSECTION OF AN EAST-WEST DIRT ROAD, 24 FEET WEST OF THE CENTER
 GR0367'LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0079 ***********************************************************************
 GQ0079  DESIGNATION -  M 127
 GQ0079  PID         -  GQ0079
 GQ0079  STATE/COUNTY-  AZ/MOHAVE
 GQ0079  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0079
 GQ0079                         *CURRENT SURVEY CONTROL
 GQ0079  ___________________________________________________________________
 GQ0079* NAD 83(1992)-  36 08 45.97053(N)    113 58 21.73859(W)     ADJUSTED  
 GQ0079* NAVD 88     -       380.018  (meters)    1246.78   (feet)  POSTED    
 GQ0079  ___________________________________________________________________
 GQ0079  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 GQ0079  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GQ0079  DYNAMIC HT  -         379.630 (meters)    1245.50  (feet)  COMP
 GQ0079  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 GQ0079
 GQ0079  HORZ ORDER  -  THIRD
 GQ0079  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0079
 GQ0079.The horizontal coordinates were established by classical geodetic methods
 GQ0079.and adjusted by the National Geodetic Survey in August 1993.
 GQ0079
 GQ0079.The orthometric height was determined by differential leveling
 GQ0079.and adjusted by the  in 1992.
 GQ0079.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0079.rate of 0.0 thru 1.0 mm/km.
 GQ0079
 GQ0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0079
 GQ0079.The geoid height was determined by GEOID03.
 GQ0079
 GQ0079.The dynamic height is computed by dividing the NAVD 88
 GQ0079.geopotential number by the normal gravity value computed on the
 GQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0079.degrees latitude (g = 980.6199 gals.).
 GQ0079
 GQ0079.The modeled gravity was interpolated from observed gravity values.
 GQ0079
 GQ0079;                    North         East     Units Scale Factor Converg.
 GQ0079;SPC AZ W     -   570,764.902   193,318.505   MT  0.99993828   -0 07 52.9
 GQ0079;SPC AZ W     - 1,872,588.26    634,247.06   iFT  0.99993828   -0 07 52.9
 GQ0079;UTM  12      - 4,004,248.384   232,535.409   MT  1.00048154   -1 45 16.1
 GQ0079;UTM  11      - 4,004,400.259   772,377.601   MT  1.00051423   +1 47 12.3
 GQ0079
 GQ0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0079!SPC AZ W     -   0.99994457  x   0.99993828  =   0.99988286
 GQ0079!UTM  12      -   0.99994457  x   1.00048154  =   1.00042609
 GQ0079!UTM  11      -   0.99994457  x   1.00051423  =   1.00045878
 GQ0079
 GQ0079                          SUPERSEDED SURVEY CONTROL
 GQ0079
 GQ0079  NAD 83(1986)-  36 08 45.96192(N)    113 58 21.73720(W) AD(       ) 3
 GQ0079  NGVD 29 (??/??/92)  379.330  (m)         1244.52   (f) ADJ UNCH    1 1
 GQ0079
 GQ0079.Superseded values are not recommended for survey control.
 GQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0079.See file dsdata.txt to determine how the superseded data were derived.
 GQ0079
 GQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3253504248(NAD 83)
 GQ0079_MARKER: DB = BENCH MARK DISK
 GQ0079_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GQ0079_STAMPING: M 127 1935
 GQ0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0079
 GQ0079  HISTORY     - Date     Condition        Report By
 GQ0079  HISTORY     - 1948     MONUMENTED       USGS
 GQ0079  HISTORY     - 1950     GOOD             NGS
 GQ0079
 GQ0079                          STATION DESCRIPTION
 GQ0079
 GQ0079'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GQ0079'NOT OCCUPIED.
 GQ0079'
 GQ0079'TO REACH FROM EAST END OF VIRGIN RIVER BRIDGE AT RIVERSIDE, GO
 GQ0079'39.7 MI S. ALONG DIRT RD. LEADING TO GRAND WASH AND YATES RANCH.
 GQ0079'GO 26 MI SE. ALONG OLD ABANDONED ST. THOMAS-PIERCES FERRY RD.  GO
 GQ0079'0.2 MI N. OF SHORE OF LAKE MEAD, ON SOUTH SLOPE OF RIDGE, ABOUT
 GQ0079'30 YARDS N. OF HEAD OF GULLY, 15 FT. E. OF CENTERLINE OF RD., 2.9
 GQ0079'FT. NW. OF WITNESS POST, ABOUT 2 FT. LOWER THAN RD.
 GQ0079'
 GQ0079'STATION MARK--NGS BRONZE BM DISK STAMPED---M 127 1935---, SET IN
 GQ0079'TOP OF CONCRETE POST PROJECTING 0.8 FT. ABOVE GROUND.
 GQ0079
 GQ0079                          STATION RECOVERY (1950)
 GQ0079
 GQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GQ0079'65.7 MI SE FROM RIVERSIDE, NV.
 GQ0079'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0079'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0079'THENCE 26.0 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0079'FERRY ROAD, 0.2 MILE NORTH OF THE SHORE OF LAKE MEAD, ON THE SOUTH
 GQ0079'SLOPE OF A RIDGE, ABOUT 30 YARDS NORTH OF THE HEAD OF A GULLY, 15 FEET
 GQ0079'EAST OF THE CENTER LINE OF THE ROAD, 2.9 FEET NORTHWEST OF A WITNESS
 GQ0079'POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 GQ0079'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0427 ***********************************************************************
 FS0427  DESIGNATION -  M 128
 FS0427  PID         -  FS0427
 FS0427  STATE/COUNTY-  AZ/MOHAVE
 FS0427  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0427
 FS0427                         *CURRENT SURVEY CONTROL
 FS0427  ___________________________________________________________________
 FS0427* NAD 83(1986)-  35 54 41.     (N)    114 10 07.     (W)     SCALED    
 FS0427* NAVD 88     -       691.959  (meters)    2270.20   (feet)  POSTED    
 FS0427  ___________________________________________________________________
 FS0427  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FS0427  DYNAMIC HT  -         691.220 (meters)    2267.78  (feet)  COMP
 FS0427  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 FS0427
 FS0427  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0427
 FS0427.The horizontal coordinates were scaled from a topographic map and have
 FS0427.an estimated accuracy of +/- 6 seconds.
 FS0427
 FS0427.The orthometric height was determined by differential leveling
 FS0427.and adjusted by the  in 1992.
 FS0427.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0427.rate of 0.0 thru 1.0 mm/km.
 FS0427
 FS0427.The geoid height was determined by GEOID03.
 FS0427
 FS0427.The dynamic height is computed by dividing the NAVD 88
 FS0427.geopotential number by the normal gravity value computed on the
 FS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0427.degrees latitude (g = 980.6199 gals.).
 FS0427
 FS0427.The modeled gravity was interpolated from observed gravity values.
 FS0427
 FS0427;                    North         East    Units  Estimated Accuracy
 FS0427;SPC AZ W     -   544,780.      175,580.      MT  (+/- 180 meters Scaled)
 FS0427
 FS0427                          SUPERSEDED SURVEY CONTROL
 FS0427
 FS0427  NGVD 29 (??/??/92)  691.273  (m)         2267.95   (f) ADJ UNCH    1 1
 FS0427
 FS0427.Superseded values are not recommended for survey control.
 FS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0427.See file dsdata.txt to determine how the superseded data were derived.
 FS0427
 FS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV555778(NAD 83)
 FS0427_MARKER: DB = BENCH MARK DISK
 FS0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0427_STAMPING: M 128 1935
 FS0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0427+STABILITY: SURFACE MOTION
 FS0427
 FS0427  HISTORY     - Date     Condition        Report By
 FS0427  HISTORY     - 1935     MONUMENTED       CGS
 FS0427  HISTORY     - 1950     GOOD             NGS
 FS0427  HISTORY     - 1959     GOOD             NGS
 FS0427
 FS0427                          STATION DESCRIPTION
 FS0427
 FS0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0427'8.8 MI S FROM MOUTH OF HUALPAI WASH.
 FS0427'8.8 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0427'WASH ON THE SOUTH SHORE OF LAKE MEAD, 0.2 MILE NORTH OF THE
 FS0427'JUNCTION OF A TRACK ROAD LEADING NORTHEAST TO THE CORLEY AND
 FS0427'BEAM MINE, IN HUALPAI WASH, 49 FEET EAST OF THE CENTER LINE OF THE
 FS0427'ROAD, 2.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 FS0427'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0427'THE GROUND.  NOTE-- BELIEVED TO BE DESTROYED BY EROSION.
 FS0427
 FS0427                          STATION RECOVERY (1959)
 FS0427
 FS0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0393 ***********************************************************************
 GR0393  DESIGNATION -  M 129
 GR0393  PID         -  GR0393
 GR0393  STATE/COUNTY-  AZ/MOHAVE
 GR0393  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0393
 GR0393                         *CURRENT SURVEY CONTROL
 GR0393  ___________________________________________________________________
 GR0393* NAD 83(1986)-  36 05 50.     (N)    114 03 20.     (W)     SCALED    
 GR0393* NAVD 88     -       733.292  (meters)    2405.81   (feet)  POSTED    
 GR0393  ___________________________________________________________________
 GR0393  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0393  DYNAMIC HT  -         732.510 (meters)    2403.24  (feet)  COMP
 GR0393  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 GR0393
 GR0393  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0393
 GR0393.The horizontal coordinates were scaled from a topographic map and have
 GR0393.an estimated accuracy of +/- 6 seconds.
 GR0393
 GR0393.The orthometric height was determined by differential leveling
 GR0393.and adjusted by the  in 1992.
 GR0393.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0393.rate of 0.0 thru 1.0 mm/km.
 GR0393
 GR0393.The geoid height was determined by GEOID03.
 GR0393
 GR0393.The dynamic height is computed by dividing the NAVD 88
 GR0393.geopotential number by the normal gravity value computed on the
 GR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0393.degrees latitude (g = 980.6199 gals.).
 GR0393
 GR0393.The modeled gravity was interpolated from observed gravity values.
 GR0393
 GR0393;                    North         East    Units  Estimated Accuracy
 GR0393;SPC AZ W     -   565,360.      185,850.      MT  (+/- 180 meters Scaled)
 GR0393
 GR0393                          SUPERSEDED SURVEY CONTROL
 GR0393
 GR0393  NGVD 29 (??/??/92)  732.579  (m)         2403.47   (f) ADJ UNCH    1 1
 GR0393
 GR0393.Superseded values are not recommended for survey control.
 GR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0393.See file dsdata.txt to determine how the superseded data were derived.
 GR0393
 GR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV650987(NAD 83)
 GR0393_MARKER: DB = BENCH MARK DISK
 GR0393_SETTING: 80 = SET IN A BOULDER
 GR0393_SP_SET: BOULDER
 GR0393_STAMPING: M 129 1935
 GR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0393+STABILITY: SURFACE MOTION
 GR0393
 GR0393  HISTORY     - Date     Condition        Report By
 GR0393  HISTORY     - 1935     MONUMENTED       CGS
 GR0393  HISTORY     - 1950     GOOD             NGS
 GR0393
 GR0393                          STATION DESCRIPTION
 GR0393
 GR0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0393'3.6 MI SW FROM PIERCES FERRY.
 GR0393'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0393'STATION AT PIERCES FERRY, THENCE 3.1 MILES SOUTHWEST ALONG AN OLD
 GR0393'ABANDONED ROAD, AT THE JUNCTION OF THE PARK SERVICE ROAD, IN THE TOP
 GR0393'OF A LARGE EMBEDDED BOULDER, 54 FEET WEST OF THE APPROXIMATE CENTER OF
 GR0393'A DEEP WASH, 47 FEET EAST OF THE CENTER LINE OF THE PARK SERVICE ROAD,
 GR0393'9 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 GR0393'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0790 ***********************************************************************
 DV0790  DESIGNATION -  M 13
 DV0790  PID         -  DV0790
 DV0790  STATE/COUNTY-  AZ/MARICOPA
 DV0790  USGS QUAD   -  ARLINGTON (1984)
 DV0790
 DV0790                         *CURRENT SURVEY CONTROL
 DV0790  ___________________________________________________________________
 DV0790* NAD 83(1986)-  33 17 46.     (N)    112 47 49.     (W)     SCALED    
 DV0790* NAVD 88     -       244.668  (meters)     802.71   (feet)  ADJUSTED  
 DV0790  ___________________________________________________________________
 DV0790  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV0790  DYNAMIC HT  -         244.387 (meters)     801.79  (feet)  COMP
 DV0790  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DV0790
 DV0790  VERT ORDER  -  FIRST     CLASS II
 DV0790
 DV0790.The horizontal coordinates were scaled from a topographic map and have
 DV0790.an estimated accuracy of +/- 6 seconds.
 DV0790
 DV0790.The orthometric height was determined by differential leveling
 DV0790.and adjusted in June 1991.
 DV0790
 DV0790.The geoid height was determined by GEOID03.
 DV0790
 DV0790.The dynamic height is computed by dividing the NAVD 88
 DV0790.geopotential number by the normal gravity value computed on the
 DV0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0790.degrees latitude (g = 980.6199 gals.).
 DV0790
 DV0790.The modeled gravity was interpolated from observed gravity values.
 DV0790
 DV0790;                    North         East    Units  Estimated Accuracy
 DV0790;SPC AZ C     -   254,940.      131,380.      MT  (+/- 180 meters Scaled)
 DV0790
 DV0790                          SUPERSEDED SURVEY CONTROL
 DV0790
 DV0790  NGVD 29 (??/??/92)  244.035  (m)          800.64   (f) ADJ UNCH    1 2
 DV0790
 DV0790.Superseded values are not recommended for survey control.
 DV0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0790.See file dsdata.txt to determine how the superseded data were derived.
 DV0790
 DV0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB326855(NAD 83)
 DV0790_MARKER: DB = BENCH MARK DISK
 DV0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0790_STAMPING: M 13 1927 800.678
 DV0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0790+STABILITY: SURFACE MOTION
 DV0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0790+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0790
 DV0790  HISTORY     - Date     Condition        Report By
 DV0790  HISTORY     - 1927     MONUMENTED       CGS
 DV0790  HISTORY     - 1967     GOOD             NGS
 DV0790  HISTORY     - 1981     GOOD             NGS
 DV0790  HISTORY     - 20060128 GOOD             USPSQD
 DV0790  HISTORY     - 20060129 GOOD             USPSQD
 DV0790  HISTORY     - 20070413 GOOD             GEOCAC
 DV0790
 DV0790                          STATION DESCRIPTION
 DV0790
 DV0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0790'2.8 MI SW FROM ARLINGTON.
 DV0790'2.8 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0790'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0790'32, T 1 S, R 5 W, ABOUT MIDWAY BETWEEN TWO SHALLOW WASHES, 55 FEET
 DV0790'WEST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET WEST OF A FENCE,
 DV0790'5.3 FEET SOUTHWEST OF A FENCE POST WHICH BEARS A WITNESS SHIELD, ABOUT
 DV0790'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 DV0790'CONCRETE POST PROJECTING 6 INCHES.
 DV0790
 DV0790                          STATION RECOVERY (1981)
 DV0790
 DV0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0790'RECOVERED IN GOOD CONDITION.
 DV0790
 DV0790                          STATION RECOVERY (2006)
 DV0790
 DV0790'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0790'RECOVERED AS DESCRIBED.
 DV0790
 DV0790                          STATION RECOVERY (2006)
 DV0790
 DV0790'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0790'RECOVERED AS DESCRIBED.
 DV0790
 DV0790                          STATION RECOVERY (2007)
 DV0790
 DV0790'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0210 ***********************************************************************
 ES0210  DESIGNATION -  M 13
 ES0210  PID         -  ES0210
 ES0210  STATE/COUNTY-  AZ/NAVAJO
 ES0210  USGS QUAD   -  O W POINT (1990)
 ES0210
 ES0210                         *CURRENT SURVEY CONTROL
 ES0210  ___________________________________________________________________
 ES0210* NAD 83(1986)-  34 15 42.     (N)    110 50 43.     (W)     SCALED    
 ES0210* NAVD 88     -      2324.435  (meters)    7626.08   (feet)  ADJUSTED  
 ES0210  ___________________________________________________________________
 ES0210  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0210  DYNAMIC HT  -        2320.900 (meters)    7614.49  (feet)  COMP
 ES0210  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 ES0210
 ES0210  VERT ORDER  -  SECOND    CLASS 0
 ES0210
 ES0210.The horizontal coordinates were scaled from a topographic map and have
 ES0210.an estimated accuracy of +/- 6 seconds.
 ES0210
 ES0210.The orthometric height was determined by differential leveling
 ES0210.and adjusted in June 1991.
 ES0210
 ES0210.The geoid height was determined by GEOID03.
 ES0210
 ES0210.The dynamic height is computed by dividing the NAVD 88
 ES0210.geopotential number by the normal gravity value computed on the
 ES0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0210.degrees latitude (g = 980.6199 gals.).
 ES0210
 ES0210.The modeled gravity was interpolated from observed gravity values.
 ES0210
 ES0210;                    North         East    Units  Estimated Accuracy
 ES0210;SPC AZ E     -   361,890.      150,870.      MT  (+/- 180 meters Scaled)
 ES0210
 ES0210                          SUPERSEDED SURVEY CONTROL
 ES0210
 ES0210  NGVD 29 (??/??/92) 2323.414  (m)         7622.73   (f) ADJ UNCH    2 0
 ES0210
 ES0210.Superseded values are not recommended for survey control.
 ES0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0210.See file dsdata.txt to determine how the superseded data were derived.
 ES0210
 ES0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC142911(NAD 83)
 ES0210_MARKER: DB = BENCH MARK DISK
 ES0210_SETTING: 80 = SET IN A BOULDER
 ES0210_SP_SET: BOULDER
 ES0210_STAMPING: M-13 1934
 ES0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0210+STABILITY: SURFACE MOTION
 ES0210
 ES0210  HISTORY     - Date     Condition        Report By
 ES0210  HISTORY     - 1934     MONUMENTED       USGS
 ES0210  HISTORY     - 1934     GOOD             NGS
 ES0210
 ES0210                          STATION DESCRIPTION
 ES0210
 ES0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0210'24.3 MI SW FROM HEBER.
 ES0210'ON GLOBE TO HOLBROOK HIWAY.  AT INTERSECTION OF
 ES0210'PAYSON ROAD 45 FEET NORTH OF CENTER LINE OF PAYSON ROAD.  25 FEET WEST
 ES0210'OF GLOBE HOLBROOK ROAD.  SET IN RED SAND STONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0317 ***********************************************************************
 ES0317  DESIGNATION -  M 13
 ES0317  PID         -  ES0317
 ES0317  STATE/COUNTY-  AZ/GILA
 ES0317  USGS QUAD   -  DIAMOND POINT (1973)
 ES0317
 ES0317                         *CURRENT SURVEY CONTROL
 ES0317  ___________________________________________________________________
 ES0317* NAD 83(1986)-  34 16 47.     (N)    111 08 08.     (W)     SCALED    
 ES0317* NAVD 88     -      1619.019  (meters)    5311.73   (feet)  ADJUSTED  
 ES0317  ___________________________________________________________________
 ES0317  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 ES0317  DYNAMIC HT  -        1616.748 (meters)    5304.28  (feet)  COMP
 ES0317  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 ES0317
 ES0317  VERT ORDER  -  SECOND    CLASS 0
 ES0317
 ES0317.The horizontal coordinates were scaled from a topographic map and have
 ES0317.an estimated accuracy of +/- 6 seconds.
 ES0317
 ES0317.The orthometric height was determined by differential leveling
 ES0317.and adjusted in June 1991.
 ES0317
 ES0317.The geoid height was determined by GEOID03.
 ES0317
 ES0317.The dynamic height is computed by dividing the NAVD 88
 ES0317.geopotential number by the normal gravity value computed on the
 ES0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0317.degrees latitude (g = 980.6199 gals.).
 ES0317
 ES0317.The modeled gravity was interpolated from observed gravity values.
 ES0317
 ES0317;                    North         East    Units  Estimated Accuracy
 ES0317;SPC AZ E     -   364,100.      124,150.      MT  (+/- 180 meters Scaled)
 ES0317
 ES0317                          SUPERSEDED SURVEY CONTROL
 ES0317
 ES0317  NGVD 29 (??/??/92) 1618.198  (m)         5309.04   (f) ADJ UNCH    2 0
 ES0317
 ES0317.Superseded values are not recommended for survey control.
 ES0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0317.See file dsdata.txt to determine how the superseded data were derived.
 ES0317
 ES0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC875931(NAD 83)
 ES0317_MARKER: Z = SEE DESCRIPTION
 ES0317_SETTING: 0 = UNSPECIFIED SETTING
 ES0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0317
 ES0317  HISTORY     - Date     Condition        Report By
 ES0317  HISTORY     - UNK      MONUMENTED       USGS
 ES0317  HISTORY     - 1934     GOOD             NGS
 ES0317  HISTORY     - 20050903 GOOD             USPSQD
 ES0317
 ES0317                          STATION DESCRIPTION
 ES0317
 ES0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0317'15.4 MI NE FROM PAYSON.
 ES0317'ON PAYSON-HEBER ROAD, 60 FT. EAST OF WASH, 30 FT. SOUTH EAST OF ROAD,
 ES0317'15 FT. WEST FOREST SERVICE SIGN, 3 FT. ABOVE ROAD LEVEL.
 ES0317
 ES0317                          STATION RECOVERY (2005)
 ES0317
 ES0317'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0317'RECOVERED AS DESCRIBED. FOUND IN GOOD SHAPE.  CORRECT LAT 34 DEGREES,
 ES0317'16 MINUTES, 47.6 SECONDS, LONGITUDE 111 DEGREES, 08 MINUTES, 08.8
 ES0317'SECONDS.  BENCH MARK DISK IS SET IN ROCK 4  ABOVE GROUND IN TRIANGULAR
 ES0317'ROCK ABOUT 1 FOOT ON EACH SIDE.  MARK IS LEVEL WITH ROAD.  ROAD IS FS
 ES0317'405A..
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0130 ***********************************************************************
 GQ0130  DESIGNATION -  M 130
 GQ0130  PID         -  GQ0130
 GQ0130  STATE/COUNTY-  AZ/MOHAVE
 GQ0130  USGS QUAD   -  GYP HILLS (1971)
 GQ0130
 GQ0130                         *CURRENT SURVEY CONTROL
 GQ0130  ___________________________________________________________________
 GQ0130* NAD 83(1986)-  36 19 45.     (N)    114 00 00.     (W)     SCALED    
 GQ0130* NAVD 88     -       501.084  (meters)    1643.97   (feet)  POSTED    
 GQ0130  ___________________________________________________________________
 GQ0130  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GQ0130  DYNAMIC HT  -         500.580 (meters)    1642.32  (feet)  COMP
 GQ0130  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 GQ0130
 GQ0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0130
 GQ0130.The horizontal coordinates were scaled from a topographic map and have
 GQ0130.an estimated accuracy of +/- 6 seconds.
 GQ0130
 GQ0130.The orthometric height was determined by differential leveling
 GQ0130.and adjusted by the  in 1992.
 GQ0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0130.rate of 0.0 thru 1.0 mm/km.
 GQ0130
 GQ0130.The geoid height was determined by GEOID03.
 GQ0130
 GQ0130.The dynamic height is computed by dividing the NAVD 88
 GQ0130.geopotential number by the normal gravity value computed on the
 GQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0130.degrees latitude (g = 980.6199 gals.).
 GQ0130
 GQ0130.The modeled gravity was interpolated from observed gravity values.
 GQ0130
 GQ0130;                    North         East    Units  Estimated Accuracy
 GQ0130;SPC AZ W     -   591,080.      190,920.      MT  (+/- 180 meters Scaled)
 GQ0130
 GQ0130                          SUPERSEDED SURVEY CONTROL
 GQ0130
 GQ0130  NGVD 29 (??/??/92)  500.397  (m)         1641.72   (f) ADJ UNCH    1 1
 GQ0130
 GQ0130.Superseded values are not recommended for survey control.
 GQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0130.See file dsdata.txt to determine how the superseded data were derived.
 GQ0130
 GQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA692246(NAD 83)
 GQ0130_MARKER: DB = BENCH MARK DISK
 GQ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0130_STAMPING: M 130 1935
 GQ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0130+STABILITY: SURFACE MOTION
 GQ0130
 GQ0130  HISTORY     - Date     Condition        Report By
 GQ0130  HISTORY     - 1935     MONUMENTED       CGS
 GQ0130  HISTORY     - 1950     GOOD             NGS
 GQ0130
 GQ0130                          STATION DESCRIPTION
 GQ0130
 GQ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0130'39.1 MI S FROM RIVERSIDE, NV.
 GQ0130'39.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0130'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, IN
 GQ0130'BLACK WASH, ABOUT 0.1 MILE NORTH OF A POINT WHERE THE WASH ENTERS A
 GQ0130'NARROW CANYON, AT THE WEST BASE OF THE EAST BANK, ABOUT 26 YARDS EAST
 GQ0130'OF THE APPROXIMATE CENTER OF THE MAIN CHANNEL OF THE WASH, 37 1/2 FEET
 GQ0130'EAST OF THE CENTER LINE OF THE ROAD, 20 1/2 FEET SOUTH OF A MESQUITE
 GQ0130'TREE, 3.4 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 GQ0130'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 GQ0130'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0843 ***********************************************************************
 ET0843  DESIGNATION -  M 131
 ET0843  PID         -  ET0843
 ET0843  STATE/COUNTY-  AZ/YAVAPAI
 ET0843  USGS QUAD   -  CHERRY (1973)
 ET0843
 ET0843                         *CURRENT SURVEY CONTROL
 ET0843  ___________________________________________________________________
 ET0843* NAD 83(1986)-  34 31 03.     (N)    112 00 47.     (W)     SCALED    
 ET0843* NAVD 88     -      1375.01   (+/-2cm)    4511.2    (feet)  VERTCON   
 ET0843  ___________________________________________________________________
 ET0843  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 ET0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0843
 ET0843.The horizontal coordinates were scaled from a topographic map and have
 ET0843.an estimated accuracy of +/- 6 seconds.
 ET0843
 ET0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0843.The vertical order pertains to the NGVD 29 superseded value.
 ET0843
 ET0843.The geoid height was determined by GEOID03.
 ET0843
 ET0843;                    North         East    Units  Estimated Accuracy
 ET0843;SPC AZ C     -   390,060.      204,510.      MT  (+/- 180 meters Scaled)
 ET0843
 ET0843                          SUPERSEDED SURVEY CONTROL
 ET0843
 ET0843  NGVD 29 (??/??/92) 1374.19   (m)         4508.5    (f) COMPUTED    2 0
 ET0843
 ET0843.Superseded values are not recommended for survey control.
 ET0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0843.See file dsdata.txt to determine how the superseded data were derived.
 ET0843
 ET0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD070200(NAD 83)
 ET0843_MARKER: DB = BENCH MARK DISK
 ET0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0843_STAMPING: M 131 1935
 ET0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0843+STABILITY: SURFACE MOTION
 ET0843
 ET0843  HISTORY     - Date     Condition        Report By
 ET0843  HISTORY     - 1935     MONUMENTED       CGS
 ET0843  HISTORY     - 1952     GOOD             NGS
 ET0843  HISTORY     - 20080711 POOR             GEOCAC
 ET0843  HISTORY     - 20080719 POOR             GEOCAC
 ET0843  HISTORY     - 20080801 POOR             NGS
 ET0843
 ET0843                          STATION DESCRIPTION
 ET0843
 ET0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0843'11.2 MI SE FROM CHERRY.
 ET0843'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL AT CHERRY, THENCE
 ET0843'6.1 MILES EAST ALONG A TRACK ROAD, AT THE TOP OF A RIDGE AND AT A
 ET0843'BROAD FLAT, 0.2 MILE SOUTHEAST OF A ROCKY WASH CROSSING, 51 FEET
 ET0843'NORTHEAST OF THE CENTER LINE AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 ET0843'2.6 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 ET0843'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 ET0843
 ET0843                          STATION RECOVERY (2008)
 ET0843
 ET0843'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0843'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0843'THE DESCRIPTION - THE MONUMENT HAS BEEN HIT AND THERE IS A CRACK THAT
 ET0843'RUNS 5 INCHES BELOW THE TOP OF THE MONUMENT AND AROUND THE ENTIRE
 ET0843'MONUMENT. THE TOP OF THE MONUMENT IS UNSTABLE. HANDHELD COORDINATES
 ET0843'34 31 03.4 (N)   112 00 47.3 (W)  (NAD 83).
 ET0843
 ET0843                          STATION RECOVERY (2008)
 ET0843
 ET0843'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0843'FOUND THE MONUMENT AND DISC AS DESCRIBED, BUT THE CONCRETE IS BADLY
 ET0843'SHATTERED.  THE DISC IS STILL PRESENT, BUT UNSTABLE AND NO LONGER TRUE
 ET0843'TO PLUMB.
 ET0843
 ET0843                          STATION RECOVERY (2008)
 ET0843
 ET0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DHM)
 ET0843'MARK WAS RECOVERED BY A VOLUNTEER AND REPORTED TO NGS AS NEEDING
 ET0843'REPAIR.  FROM THE PHOTOGRAPHS SUBMITTED WITH THE REPORT THE STATION
 ET0843'APPEARS TO HAVE BEEN DAMAGED TO THE EXTENT THAT THE PUBLISHED
 ET0843'ELEVATION IS NO LONGER RELIABLE.  IT IS RECOMMENDED THAT THIS STATION
 ET0843'BE CONSIDERED DESTROYED AND IT SHOULD NOT BE USED FOR SURVEY WORK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0369 ***********************************************************************
 ES0369  DESIGNATION -  M 132
 ES0369  PID         -  ES0369
 ES0369  STATE/COUNTY-  AZ/YAVAPAI
 ES0369  USGS QUAD   -  TULE MESA (1967)
 ES0369
 ES0369                         *CURRENT SURVEY CONTROL
 ES0369  ___________________________________________________________________
 ES0369* NAD 83(1986)-  34 21 34.     (N)    111 51 41.     (W)     SCALED    
 ES0369* NAVD 88     -      1664.46   (+/-2cm)    5460.8    (feet)  VERTCON   
 ES0369  ___________________________________________________________________
 ES0369  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ES0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0369
 ES0369.The horizontal coordinates were scaled from a topographic map and have
 ES0369.an estimated accuracy of +/- 6 seconds.
 ES0369
 ES0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0369.The vertical order pertains to the NGVD 29 superseded value.
 ES0369
 ES0369.The geoid height was determined by GEOID03.
 ES0369
 ES0369;                    North         East    Units  Estimated Accuracy
 ES0369;SPC AZ C     -   372,520.      218,450.      MT  (+/- 180 meters Scaled)
 ES0369
 ES0369                          SUPERSEDED SURVEY CONTROL
 ES0369
 ES0369  NGVD 29 (??/??/92) 1663.671  (m)         5458.23   (f) ADJ UNCH    2 0
 ES0369
 ES0369.Superseded values are not recommended for survey control.
 ES0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0369.See file dsdata.txt to determine how the superseded data were derived.
 ES0369
 ES0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD207023(NAD 83)
 ES0369_MARKER: DB = BENCH MARK DISK
 ES0369_SETTING: 66 = SET IN ROCK OUTCROP
 ES0369_SP_SET: OUTCROP
 ES0369_STAMPING: M 132 1935
 ES0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0369+STABILITY: POSITION/ELEVATION WELL
 ES0369
 ES0369  HISTORY     - Date     Condition        Report By
 ES0369  HISTORY     - 1935     MONUMENTED       CGS
 ES0369  HISTORY     - 1952     GOOD             NGS
 ES0369
 ES0369                          STATION DESCRIPTION
 ES0369
 ES0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0369'8.1 MI E FROM DUGAS.
 ES0369'8.1 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.3 MILE EAST
 ES0369'OF THE BOTTOM OF A GRADE, 0.05 MILE SOUTHWEST OF A GATE CROSSING, AT
 ES0369'THE EAST END OF A SADDLE, AT A POINT WHERE THE POWER LINE CROSSES THE
 ES0369'ROAD, IN TOP OF A LARGE OUTCROP PROJECTING 3 FEET ABOVE THE GROUND,
 ES0369'162.2 FEET NORTHEAST OF THE NORTH LEG OF A STEEL TRANSMISSION TOWER,
 ES0369'17 1/2 FEET NORTHWEST OF AND ABOUT 3 FEET HIGHER THAN THE CENTER LINE
 ES0369'OF THE ROAD, 3 1/2 FEET NORTH OF THE SOUTH POINT OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0413 ***********************************************************************
 ES0413  DESIGNATION -  M 133
 ES0413  PID         -  ES0413
 ES0413  STATE/COUNTY-  AZ/YAVAPAI
 ES0413  USGS QUAD   -  DUGAS (1967)
 ES0413
 ES0413                         *CURRENT SURVEY CONTROL
 ES0413  ___________________________________________________________________
 ES0413* NAD 83(1986)-  34 16 03.     (N)    111 57 04.     (W)     SCALED    
 ES0413* NAVD 88     -      1234.29   (+/-2cm)    4049.5    (feet)  VERTCON   
 ES0413  ___________________________________________________________________
 ES0413  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 ES0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0413
 ES0413.The horizontal coordinates were scaled from a topographic map and have
 ES0413.an estimated accuracy of +/- 6 seconds.
 ES0413
 ES0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0413.The vertical order pertains to the NGVD 29 superseded value.
 ES0413
 ES0413.The geoid height was determined by GEOID03.
 ES0413
 ES0413;                    North         East    Units  Estimated Accuracy
 ES0413;SPC AZ C     -   362,320.      210,190.      MT  (+/- 180 meters Scaled)
 ES0413
 ES0413                          SUPERSEDED SURVEY CONTROL
 ES0413
 ES0413  NGVD 29 (??/??/92) 1233.579  (m)         4047.17   (f) ADJ UNCH    2 0
 ES0413
 ES0413.Superseded values are not recommended for survey control.
 ES0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0413.See file dsdata.txt to determine how the superseded data were derived.
 ES0413
 ES0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC124922(NAD 83)
 ES0413_MARKER: DB = BENCH MARK DISK
 ES0413_SETTING: 66 = SET IN ROCK OUTCROP
 ES0413_SP_SET: CONGLOMERATED OUTCROP
 ES0413_STAMPING: M 133 1935
 ES0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0413+STABILITY: POSITION/ELEVATION WELL
 ES0413
 ES0413  HISTORY     - Date     Condition        Report By
 ES0413  HISTORY     - 1935     MONUMENTED       CGS
 ES0413  HISTORY     - 1952     GOOD             NGS
 ES0413  HISTORY     - 20090220 MARK NOT FOUND   GEOCAC
 ES0413
 ES0413                          STATION DESCRIPTION
 ES0413
 ES0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0413'9.8 MI S FROM DUGAS.
 ES0413'2.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 7.8
 ES0413'MILES SOUTH ALONG A DIM TRACK ROAD, AT THE CROSSING OF A DEEP RAVINE,
 ES0413'IN TOP OF A LARGE CONGLOMERATED OUTCROP FLUSH WITH THE GROUND, 75 FEET
 ES0413'SOUTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN THE ROAD
 ES0413'CROSSING, 22 FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT 5 FEET
 ES0413'ABOVE THE RAVINE.
 ES0413
 ES0413                          STATION RECOVERY (2009)
 ES0413
 ES0413'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0413'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND THE LARGE
 ES0413'CONGLOMERATED OUTCROP, BUT DID NOT LOCATE THE MARK. FOUND SOME
 ES0413'POTENTIAL EVIDENCE OF EPOXY ON SURFACE OF A PORTION OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0049 ***********************************************************************
 FS0049  DESIGNATION -  M 134
 FS0049  PID         -  FS0049
 FS0049  STATE/COUNTY-  AZ/MOHAVE
 FS0049  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0049
 FS0049                         *CURRENT SURVEY CONTROL
 FS0049  ___________________________________________________________________
 FS0049* NAD 83(1986)-  35 59 58.     (N)    114 43 14.     (W)     SCALED    
 FS0049* NAVD 88     -       417.951  (meters)    1371.23   (feet)  ADJUSTED  
 FS0049  ___________________________________________________________________
 FS0049  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0049  DYNAMIC HT  -         417.538 (meters)    1369.87  (feet)  COMP
 FS0049  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 FS0049
 FS0049  VERT ORDER  -  FIRST     CLASS I
 FS0049
 FS0049.The horizontal coordinates were scaled from a topographic map and have
 FS0049.an estimated accuracy of +/- 6 seconds.
 FS0049
 FS0049.The orthometric height was determined by differential leveling
 FS0049.and adjusted in June 1991.
 FS0049
 FS0049.The geoid height was determined by GEOID03.
 FS0049
 FS0049.The dynamic height is computed by dividing the NAVD 88
 FS0049.geopotential number by the normal gravity value computed on the
 FS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0049.degrees latitude (g = 980.6199 gals.).
 FS0049
 FS0049.The modeled gravity was interpolated from observed gravity values.
 FS0049
 FS0049;                    North         East    Units  Estimated Accuracy
 FS0049;SPC AZ W     -   554,910.      125,860.      MT  (+/- 180 meters Scaled)
 FS0049
 FS0049                          SUPERSEDED SURVEY CONTROL
 FS0049
 FS0049  NGVD 29 (??/??/92)  417.236  (m)         1368.88   (f) ADJ UNCH    1 1
 FS0049
 FS0049.Superseded values are not recommended for survey control.
 FS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0049.See file dsdata.txt to determine how the superseded data were derived.
 FS0049
 FS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV054862(NAD 83)
 FS0049_MARKER: DB = BENCH MARK DISK
 FS0049_SETTING: 66 = SET IN ROCK OUTCROP
 FS0049_SP_SET: ROCK LEDGE
 FS0049_STAMPING: M 134 1935
 FS0049_MARK LOGO: CGS   
 FS0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0049+STABILITY: POSITION/ELEVATION WELL
 FS0049
 FS0049  HISTORY     - Date     Condition        Report By
 FS0049  HISTORY     - 1935     MONUMENTED       CGS
 FS0049  HISTORY     - 1950     GOOD             NGS
 FS0049  HISTORY     - 1963     GOOD             NGS
 FS0049  HISTORY     - 1981     GOOD             NGS
 FS0049
 FS0049                          STATION DESCRIPTION
 FS0049
 FS0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0049'2.2 MI SE FROM HOOVER DAM.
 FS0049'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0049'(ARIZONA) END OF HOOVER DAM, AT THE SOUTHEAST END OF A SHARP
 FS0049'CURVE, IN THE TOP OF A ROCK LEDGE ON A SMALL ROCKY KNOLL, 157.5
 FS0049'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 FS0049'NORTHEAST OF THE APPROXIMATE CENTER OF A DRY WASH, AND ABOUT
 FS0049'5 FEET HIGHER THAN THE HIGHWAY.
 FS0049
 FS0049                          STATION RECOVERY (1963)
 FS0049
 FS0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0049'RECOVERED IN GOOD CONDITION.
 FS0049
 FS0049                          STATION RECOVERY (1981)
 FS0049
 FS0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0108 ***********************************************************************
 FS0108  DESIGNATION -  M 135
 FS0108  PID         -  FS0108
 FS0108  STATE/COUNTY-  AZ/MOHAVE
 FS0108  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0108
 FS0108                         *CURRENT SURVEY CONTROL
 FS0108  ___________________________________________________________________
 FS0108* NAD 83(1986)-  35 47 08.     (N)    114 31 21.     (W)     SCALED    
 FS0108* NAVD 88     -       705.417  (meters)    2314.36   (feet)  ADJUSTED  
 FS0108  ___________________________________________________________________
 FS0108  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS0108  DYNAMIC HT  -         704.681 (meters)    2311.94  (feet)  COMP
 FS0108  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 FS0108
 FS0108  VERT ORDER  -  FIRST     CLASS I
 FS0108
 FS0108.The horizontal coordinates were scaled from a topographic map and have
 FS0108.an estimated accuracy of +/- 6 seconds.
 FS0108
 FS0108.The orthometric height was determined by differential leveling
 FS0108.and adjusted in June 1991.
 FS0108
 FS0108.The geoid height was determined by GEOID03.
 FS0108
 FS0108.The dynamic height is computed by dividing the NAVD 88
 FS0108.geopotential number by the normal gravity value computed on the
 FS0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0108.degrees latitude (g = 980.6199 gals.).
 FS0108
 FS0108.The modeled gravity was interpolated from observed gravity values.
 FS0108
 FS0108;                    North         East    Units  Estimated Accuracy
 FS0108;SPC AZ W     -   531,010.      143,520.      MT  (+/- 180 meters Scaled)
 FS0108
 FS0108                          SUPERSEDED SURVEY CONTROL
 FS0108
 FS0108  NGVD 29 (??/??/92)  704.744  (m)         2312.15   (f) ADJ UNCH    1 1
 FS0108
 FS0108.Superseded values are not recommended for survey control.
 FS0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0108.See file dsdata.txt to determine how the superseded data were derived.
 FS0108
 FS0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV239629(NAD 83)
 FS0108_MARKER: DB = BENCH MARK DISK
 FS0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0108_STAMPING: M 135 1935
 FS0108_MARK LOGO: CGS   
 FS0108_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0108+STABILITY: SURFACE MOTION
 FS0108
 FS0108  HISTORY     - Date     Condition        Report By
 FS0108  HISTORY     - 1935     MONUMENTED       CGS
 FS0108  HISTORY     - 1950     GOOD             NGS
 FS0108  HISTORY     - 1982     GOOD             NGS
 FS0108
 FS0108                          STATION DESCRIPTION
 FS0108
 FS0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0108'21.8 MI SE FROM HOOVER DAM.
 FS0108'21.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0108'(ARIZONA) END OF HOOVER DAM, 0.15 MILE NORTHWEST OF MILEPOST 22,
 FS0108'125.4 FEET WEST OF THE CENTER OF A 24-INCH CORRUGATED METAL
 FS0108'PIPE CULVERT, 66.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0108'HIGHWAY, 2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 FS0108'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0108'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0108
 FS0108                          STATION RECOVERY (1982)
 FS0108
 FS0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0108'35.7 KM (22.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0108'OF HOOVER DAM, 0.3 KM (0.2 MI) NORTHWEST OF A ROAD LEADING NORTHEAST
 FS0108'TO A PIT, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 22, 38.2 METERS (125.4
 FS0108'FT) WEST OF THE SOUTHWEST END OF A 24-INCH CORRUGATED METAL PIPE
 FS0108'CULVERT, 20.1 METERS (66 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD
 FS0108'HIGHWAY.
 FS0108'THE MARK IS 3.0 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0261 ***********************************************************************
 DT0261  DESIGNATION -  M 136
 DT0261  PID         -  DT0261
 DT0261  STATE/COUNTY-  AZ/APACHE
 DT0261  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0261
 DT0261                         *CURRENT SURVEY CONTROL
 DT0261  ___________________________________________________________________
 DT0261* NAD 83(1986)-  33 50 14.     (N)    109 28 56.     (W)     SCALED    
 DT0261* NAVD 88     -      2765.850  (meters)    9074.29   (feet)  ADJUSTED  
 DT0261  ___________________________________________________________________
 DT0261  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DT0261  DYNAMIC HT  -        2761.193 (meters)    9059.01  (feet)  COMP
 DT0261  MODELED GRAV-     978,851.5   (mgal)                       NAVD 88
 DT0261
 DT0261  VERT ORDER  -  SECOND    CLASS 0
 DT0261
 DT0261.The horizontal coordinates were scaled from a topographic map and have
 DT0261.an estimated accuracy of +/- 6 seconds.
 DT0261
 DT0261.The orthometric height was determined by differential leveling
 DT0261.and adjusted in June 1991.
 DT0261
 DT0261.The geoid height was determined by GEOID03.
 DT0261
 DT0261.The dynamic height is computed by dividing the NAVD 88
 DT0261.geopotential number by the normal gravity value computed on the
 DT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0261.degrees latitude (g = 980.6199 gals.).
 DT0261
 DT0261.The modeled gravity was interpolated from observed gravity values.
 DT0261
 DT0261;                    North         East    Units  Estimated Accuracy
 DT0261;SPC AZ E     -   314,810.      276,710.      MT  (+/- 180 meters Scaled)
 DT0261
 DT0261                          SUPERSEDED SURVEY CONTROL
 DT0261
 DT0261  NGVD 29 (??/??/92) 2764.626  (m)         9070.28   (f) ADJ UNCH    2 0
 DT0261
 DT0261.Superseded values are not recommended for survey control.
 DT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0261.See file dsdata.txt to determine how the superseded data were derived.
 DT0261
 DT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC404451(NAD 83)
 DT0261_MARKER: DB = BENCH MARK DISK
 DT0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0261_STAMPING: M-136 1935
 DT0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0261+STABILITY: SURFACE MOTION
 DT0261
 DT0261  HISTORY     - Date     Condition        Report By
 DT0261  HISTORY     - 1935     MONUMENTED       CGS
 DT0261
 DT0261                          STATION DESCRIPTION
 DT0261
 DT0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0261'0.8 MI SE FROM RESERVATION RANCH.
 DT0261'ON THE ROAD TO BEAVERHEAD
 DT0261'LODGE., ABOUT THE CENTER OF A FAIR SIZED CLEARING, ON A SMALL KNOLL,
 DT0261'ABOUT 75 YDS S OF THE EDGE OF THE TIMBER, ABOUT 50 YDS W OF TWO LARGE
 DT0261'PINE TREES, 36 FT S OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0290 ***********************************************************************
 DT0290  DESIGNATION -  M 137
 DT0290  PID         -  DT0290
 DT0290  STATE/COUNTY-  AZ/APACHE
 DT0290  USGS QUAD   -  LUNA LAKE (1991)
 DT0290
 DT0290                         *CURRENT SURVEY CONTROL
 DT0290  ___________________________________________________________________
 DT0290* NAD 83(1986)-  33 52 04.     (N)    109 03 40.     (W)     SCALED    
 DT0290* NAVD 88     -      2376.819  (meters)    7797.95   (feet)  ADJUSTED  
 DT0290  ___________________________________________________________________
 DT0290  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0290  DYNAMIC HT  -        2372.979 (meters)    7785.35  (feet)  COMP
 DT0290  MODELED GRAV-     978,935.1   (mgal)                       NAVD 88
 DT0290
 DT0290  VERT ORDER  -  SECOND    CLASS 0
 DT0290
 DT0290.The horizontal coordinates were scaled from a topographic map and have
 DT0290.an estimated accuracy of +/- 6 seconds.
 DT0290
 DT0290.The orthometric height was determined by differential leveling
 DT0290.and adjusted in June 1991.
 DT0290
 DT0290.The geoid height was determined by GEOID03.
 DT0290
 DT0290.The dynamic height is computed by dividing the NAVD 88
 DT0290.geopotential number by the normal gravity value computed on the
 DT0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0290.degrees latitude (g = 980.6199 gals.).
 DT0290
 DT0290.The modeled gravity was interpolated from observed gravity values.
 DT0290
 DT0290;                    North         East    Units  Estimated Accuracy
 DT0290;SPC AZ E     -   318,540.      315,650.      MT  (+/- 180 meters Scaled)
 DT0290
 DT0290                          SUPERSEDED SURVEY CONTROL
 DT0290
 DT0290  NGVD 29 (??/??/92) 2375.796  (m)         7794.59   (f) ADJ UNCH    2 0
 DT0290
 DT0290.Superseded values are not recommended for survey control.
 DT0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0290.See file dsdata.txt to determine how the superseded data were derived.
 DT0290
 DT0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC793491(NAD 83)
 DT0290_MARKER: DB = BENCH MARK DISK
 DT0290_SETTING: 66 = SET IN ROCK OUTCROP
 DT0290_SP_SET: ROCK LEDGE
 DT0290_STAMPING: M 137 1935
 DT0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0290+STABILITY: POSITION/ELEVATION WELL
 DT0290
 DT0290  HISTORY     - Date     Condition        Report By
 DT0290  HISTORY     - 1935     MONUMENTED       CGS
 DT0290  HISTORY     - 19891002 GOOD             USPSQD
 DT0290  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0290
 DT0290                          STATION DESCRIPTION
 DT0290
 DT0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0290'6.7 MI NE FROM ALPINE.
 DT0290'6.7 MI. NE ALONG ST HWY NO.81 AND STONE CREEK ROAD. ABOUT 52 FT. SE OF
 DT0290'WHERE ROAD CROSSES DRY WASH, ABOUT 30 FT. NE OF CORNER POST, 21 FT. E
 DT0290'OF FENCE LINE, AND ABOUT 42 FT. E OF CENTERLINE OF ROAD.
 DT0290
 DT0290                          STATION RECOVERY (1989)
 DT0290
 DT0290'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0290'RECOVERED IN GOOD CONDITION.
 DT0290
 DT0290                          STATION RECOVERY (2005)
 DT0290
 DT0290'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0290'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0541 ***********************************************************************
 CY0541  DESIGNATION -  M 14
 CY0541  PID         -  CY0541
 CY0541  STATE/COUNTY-  AZ/GRAHAM
 CY0541  USGS QUAD   -  TANQUE (1966)
 CY0541
 CY0541                         *CURRENT SURVEY CONTROL
 CY0541  ___________________________________________________________________
 CY0541* NAD 83(1986)-  32 36 27.     (N)    109 32 19.     (W)     SCALED    
 CY0541* NAVD 88     -       993.11   (+/-2cm)    3258.2    (feet)  VERTCON   
 CY0541  ___________________________________________________________________
 CY0541  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0541
 CY0541.The horizontal coordinates were scaled from a topographic map and have
 CY0541.an estimated accuracy of +/- 6 seconds.
 CY0541
 CY0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0541.The vertical order pertains to the NGVD 29 superseded value.
 CY0541
 CY0541.The geoid height was determined by GEOID03.
 CY0541
 CY0541;                    North         East    Units  Estimated Accuracy
 CY0541;SPC AZ E     -   178,400.      272,310.      MT  (+/- 180 meters Scaled)
 CY0541
 CY0541                          SUPERSEDED SURVEY CONTROL
 CY0541
 CY0541  NGVD 29 (??/??/92)  992.449  (m)         3256.06   (f) ADJ UNCH    1 2
 CY0541
 CY0541.Superseded values are not recommended for survey control.
 CY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0541.See file dsdata.txt to determine how the superseded data were derived.
 CY0541
 CY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB371087(NAD 83)
 CY0541_MARKER: DB = BENCH MARK DISK
 CY0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0541_SP_SET: BASE
 CY0541_STAMPING: 3256.060 M 14 1932
 CY0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0541
 CY0541  HISTORY     - Date     Condition        Report By
 CY0541  HISTORY     - 1932     MONUMENTED       CGS
 CY0541  HISTORY     - 1965     MARK NOT FOUND   USGS
 CY0541
 CY0541                          STATION DESCRIPTION
 CY0541
 CY0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0541'IN TANQUE.
 CY0541'ON SOUTHERN PACIFIC RAILROAD, TABLET IN CONCRETE BASE OF WATER-TANK AT
 CY0541'TANQUE, 10 FT EAST OF RAILROAD CENTER LINE.
 CY0541
 CY0541                          STATION RECOVERY (1965)
 CY0541
 CY0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0318 ***********************************************************************
 ES0318  DESIGNATION -  M 14
 ES0318  PID         -  ES0318
 ES0318  STATE/COUNTY-  AZ/GILA
 ES0318  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0318
 ES0318                         *CURRENT SURVEY CONTROL
 ES0318  ___________________________________________________________________
 ES0318* NAD 83(1986)-  34 17 30.     (N)    111 06 12.     (W)     SCALED    
 ES0318* NAVD 88     -      1688.573  (meters)    5539.93   (feet)  ADJUSTED  
 ES0318  ___________________________________________________________________
 ES0318  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 ES0318  DYNAMIC HT  -        1686.166 (meters)    5532.03  (feet)  COMP
 ES0318  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 ES0318
 ES0318  VERT ORDER  -  SECOND    CLASS 0
 ES0318
 ES0318.The horizontal coordinates were scaled from a topographic map and have
 ES0318.an estimated accuracy of +/- 6 seconds.
 ES0318
 ES0318.The orthometric height was determined by differential leveling
 ES0318.and adjusted in June 1991.
 ES0318
 ES0318.The geoid height was determined by GEOID03.
 ES0318
 ES0318.The dynamic height is computed by dividing the NAVD 88
 ES0318.geopotential number by the normal gravity value computed on the
 ES0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0318.degrees latitude (g = 980.6199 gals.).
 ES0318
 ES0318.The modeled gravity was interpolated from observed gravity values.
 ES0318
 ES0318;                    North         East    Units  Estimated Accuracy
 ES0318;SPC AZ E     -   365,400.      127,130.      MT  (+/- 180 meters Scaled)
 ES0318
 ES0318                          SUPERSEDED SURVEY CONTROL
 ES0318
 ES0318  NGVD 29 (??/??/92) 1687.711  (m)         5537.10   (f) ADJ UNCH    2 0
 ES0318
 ES0318.Superseded values are not recommended for survey control.
 ES0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0318.See file dsdata.txt to determine how the superseded data were derived.
 ES0318
 ES0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC904945(NAD 83)
 ES0318_MARKER: Z = SEE DESCRIPTION
 ES0318_SETTING: 0 = UNSPECIFIED SETTING
 ES0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0318
 ES0318  HISTORY     - Date     Condition        Report By
 ES0318  HISTORY     - UNK      MONUMENTED       USGS
 ES0318  HISTORY     - 1934     GOOD             NGS
 ES0318
 ES0318                          STATION DESCRIPTION
 ES0318
 ES0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0318'17.5 MI NE FROM PAYSON.
 ES0318'ON PAYSON-HEBER ROAD, 60 FT. NORTH OF CENTER LINE OF ROAD, 60 FT. WEST
 ES0318'OF ROAD TO BEAR FLAT, 6 FT. ABOVE ROAD LEVEL, AT BEGINNING OF EAST END
 ES0318'OF CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0285 ***********************************************************************
 ER0285  DESIGNATION -  M 141
 ER0285  PID         -  ER0285
 ER0285  STATE/COUNTY-  AZ/NAVAJO
 ER0285  USGS QUAD   -  LAKESIDE (1984)
 ER0285
 ER0285                         *CURRENT SURVEY CONTROL
 ER0285  ___________________________________________________________________
 ER0285* NAD 83(1986)-  34 11 17.     (N)    109 56 17.     (W)     SCALED    
 ER0285* NAVD 88     -      2106.831  (meters)    6912.16   (feet)  ADJUSTED  
 ER0285  ___________________________________________________________________
 ER0285  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ER0285  DYNAMIC HT  -        2103.612 (meters)    6901.60  (feet)  COMP
 ER0285  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 ER0285
 ER0285  VERT ORDER  -  SECOND    CLASS 0
 ER0285
 ER0285.The horizontal coordinates were scaled from a topographic map and have
 ER0285.an estimated accuracy of +/- 6 seconds.
 ER0285
 ER0285.The orthometric height was determined by differential leveling
 ER0285.and adjusted in June 1991.
 ER0285
 ER0285.The geoid height was determined by GEOID03.
 ER0285
 ER0285.The dynamic height is computed by dividing the NAVD 88
 ER0285.geopotential number by the normal gravity value computed on the
 ER0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0285.degrees latitude (g = 980.6199 gals.).
 ER0285
 ER0285.The modeled gravity was interpolated from observed gravity values.
 ER0285
 ER0285;                    North         East    Units  Estimated Accuracy
 ER0285;SPC AZ E     -   353,540.      234,430.      MT  (+/- 180 meters Scaled)
 ER0285
 ER0285                          SUPERSEDED SURVEY CONTROL
 ER0285
 ER0285  NGVD 29 (??/??/92) 2105.898  (m)         6909.10   (f) ADJ UNCH    2 0
 ER0285
 ER0285.Superseded values are not recommended for survey control.
 ER0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0285.See file dsdata.txt to determine how the superseded data were derived.
 ER0285
 ER0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC978835(NAD 83)
 ER0285_MARKER: DB = BENCH MARK DISK
 ER0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0285_STAMPING: M 141 1935
 ER0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0285+STABILITY: SURFACE MOTION
 ER0285
 ER0285  HISTORY     - Date     Condition        Report By
 ER0285  HISTORY     - 1935     MONUMENTED       CGS
 ER0285  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0285
 ER0285                          STATION DESCRIPTION
 ER0285
 ER0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0285'4.0 MI E FROM LAKESIDE.
 ER0285'4.0 MILES EAST ALONG THE SPONSELLER SIDING ROAD FROM THE RANGER
 ER0285'STATION AT LAKESIDE, NAVAJO COUNTY, AT THE SOUTHEAST SLOPE OF A
 ER0285'MOUNTAINSIDE, ABOUT 100 YARDS NORTH OF THE FOOT OF A HILL, 22 FEET
 ER0285'SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET LOWER THAN THE
 ER0285'ROADWAY.  A STANDARD DISK, STAMPED M 141 1935 AND SET IN THE TOP OF A
 ER0285'CONCRETE POST.
 ER0285
 ER0285                          STATION RECOVERY (1983)
 ER0285
 ER0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0254 ***********************************************************************
 ES0254  DESIGNATION -  M 142
 ES0254  PID         -  ES0254
 ES0254  STATE/COUNTY-  AZ/COCONINO
 ES0254  USGS QUAD   -  GRAMA DRAW (1965)
 ES0254
 ES0254                         *CURRENT SURVEY CONTROL
 ES0254  ___________________________________________________________________
 ES0254* NAD 83(1986)-  34 33 53.     (N)    110 54 03.     (W)     SCALED    
 ES0254* NAVD 88     -      2089.856  (meters)    6856.47   (feet)  ADJUSTED  
 ES0254  ___________________________________________________________________
 ES0254  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ES0254  DYNAMIC HT  -        2086.769 (meters)    6846.34  (feet)  COMP
 ES0254  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 ES0254
 ES0254  VERT ORDER  -  SECOND    CLASS 0
 ES0254
 ES0254.The horizontal coordinates were scaled from a topographic map and have
 ES0254.an estimated accuracy of +/- 6 seconds.
 ES0254
 ES0254.The orthometric height was determined by differential leveling
 ES0254.and adjusted in June 1991.
 ES0254
 ES0254.The geoid height was determined by GEOID03.
 ES0254
 ES0254.The dynamic height is computed by dividing the NAVD 88
 ES0254.geopotential number by the normal gravity value computed on the
 ES0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0254.degrees latitude (g = 980.6199 gals.).
 ES0254
 ES0254.The modeled gravity was interpolated from observed gravity values.
 ES0254
 ES0254;                    North         East    Units  Estimated Accuracy
 ES0254;SPC AZ C     -   395,760.      306,570.      MT  (+/- 180 meters Scaled)
 ES0254
 ES0254                          SUPERSEDED SURVEY CONTROL
 ES0254
 ES0254  NGVD 29 (??/??/92) 2088.850  (m)         6853.17   (f) ADJ UNCH    2 0
 ES0254
 ES0254.Superseded values are not recommended for survey control.
 ES0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0254.See file dsdata.txt to determine how the superseded data were derived.
 ES0254
 ES0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD090247(NAD 83)
 ES0254_MARKER: DB = BENCH MARK DISK
 ES0254_SETTING: 66 = SET IN ROCK OUTCROP
 ES0254_SP_SET: LIMESTONE OUTCROP
 ES0254_STAMPING: M-142 1935
 ES0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0254+STABILITY: POSITION/ELEVATION WELL
 ES0254
 ES0254  HISTORY     - Date     Condition        Report By
 ES0254  HISTORY     - 1935     MONUMENTED       CGS
 ES0254
 ES0254                          STATION DESCRIPTION
 ES0254
 ES0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0254'IN WALLACE RANGER STA RD JCT.
 ES0254'40.0 MI S.W. OF WINSLOW (UNION OIL CO. PLANT) AT THE JUNCTION OF THE
 ES0254'ROADS WINSLOW-PROMOTORY TOWER AND WALLACE RANGER STATION, 138 FEET SE
 ES0254'OF THE CENTER OF THE INTERSECTION OF THE ROADS, 101 FEET E OF THE MAIN
 ES0254'ROAD, 105 FEET NE OF THE EAST END OF A CULVERT, AND 10 FEET E OF TWIN
 ES0254'PINE TREES, AND SET IN A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0153 ***********************************************************************
 ES0153  DESIGNATION -  M 146
 ES0153  PID         -  ES0153
 ES0153  STATE/COUNTY-  AZ/NAVAJO
 ES0153  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0153
 ES0153                         *CURRENT SURVEY CONTROL
 ES0153  ___________________________________________________________________
 ES0153* NAD 83(1986)-  34 06 53.     (N)    110 08 19.     (W)     SCALED    
 ES0153* NAVD 88     -      1810.648  (meters)    5940.43   (feet)  ADJUSTED  
 ES0153  ___________________________________________________________________
 ES0153  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES0153  DYNAMIC HT  -        1807.978 (meters)    5931.67  (feet)  COMP
 ES0153  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 ES0153
 ES0153  VERT ORDER  -  SECOND    CLASS 0
 ES0153
 ES0153.The horizontal coordinates were scaled from a topographic map and have
 ES0153.an estimated accuracy of +/- 6 seconds.
 ES0153
 ES0153.The orthometric height was determined by differential leveling
 ES0153.and adjusted in June 1991.
 ES0153
 ES0153.The geoid height was determined by GEOID03.
 ES0153
 ES0153.The dynamic height is computed by dividing the NAVD 88
 ES0153.geopotential number by the normal gravity value computed on the
 ES0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0153.degrees latitude (g = 980.6199 gals.).
 ES0153
 ES0153.The modeled gravity was interpolated from observed gravity values.
 ES0153
 ES0153;                    North         East    Units  Estimated Accuracy
 ES0153;SPC AZ E     -   345,380.      215,950.      MT  (+/- 180 meters Scaled)
 ES0153
 ES0153                          SUPERSEDED SURVEY CONTROL
 ES0153
 ES0153  NGVD 29 (??/??/92) 1809.778  (m)         5937.58   (f) ADJ UNCH    2 0
 ES0153
 ES0153.Superseded values are not recommended for survey control.
 ES0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0153.See file dsdata.txt to determine how the superseded data were derived.
 ES0153
 ES0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC794752(NAD 83)
 ES0153_MARKER: DB = BENCH MARK DISK
 ES0153_SETTING: 80 = SET IN A BOULDER
 ES0153_SP_SET: BOULDER
 ES0153_STAMPING: M 146 1960
 ES0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0153+STABILITY: SURFACE MOTION
 ES0153
 ES0153  HISTORY     - Date     Condition        Report By
 ES0153  HISTORY     - 1960     MONUMENTED       CGS
 ES0153  HISTORY     - 19960919 GOOD             USPSQD
 ES0153
 ES0153                          STATION DESCRIPTION
 ES0153
 ES0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0153'12.7 MI SW FROM SHOW LOW.
 ES0153'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0153'SHOW LOW, THENCE 12.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE
 ES0153'HIGHWAY 77, IN THE TOP OF A BOULDER IN A LARGE GROUP OF ROCKS, 95 FEET
 ES0153'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF A
 ES0153'FENCE, ABOUT 6 INCHES ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 ES0153'HIGHWAY.
 ES0153
 ES0153                          STATION RECOVERY (1996)
 ES0153
 ES0153'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0042 ***********************************************************************
 DU0042  DESIGNATION -  M 147
 DU0042  PID         -  DU0042
 DU0042  STATE/COUNTY-  AZ/GILA
 DU0042  USGS QUAD   -  BECKERS BUTTE (1978)
 DU0042
 DU0042                         *CURRENT SURVEY CONTROL
 DU0042  ___________________________________________________________________
 DU0042* NAD 83(1986)-  33 52 22.     (N)    110 24 02.     (W)     SCALED    
 DU0042* NAVD 88     -      1577.703  (meters)    5176.18   (feet)  ADJUSTED  
 DU0042  ___________________________________________________________________
 DU0042  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 DU0042  DYNAMIC HT  -        1575.453 (meters)    5168.80  (feet)  COMP
 DU0042  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 DU0042
 DU0042  VERT ORDER  -  FIRST     CLASS II
 DU0042
 DU0042.The horizontal coordinates were scaled from a topographic map and have
 DU0042.an estimated accuracy of +/- 6 seconds.
 DU0042
 DU0042.The orthometric height was determined by differential leveling
 DU0042.and adjusted in June 1991.
 DU0042.WARNING-Repeat measurements at this control monument indicate possible
 DU0042.vertical movement.
 DU0042
 DU0042.The geoid height was determined by GEOID03.
 DU0042
 DU0042.The dynamic height is computed by dividing the NAVD 88
 DU0042.geopotential number by the normal gravity value computed on the
 DU0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0042.degrees latitude (g = 980.6199 gals.).
 DU0042
 DU0042.The modeled gravity was interpolated from observed gravity values.
 DU0042
 DU0042;                    North         East    Units  Estimated Accuracy
 DU0042;SPC AZ E     -   318,570.      191,720.      MT  (+/- 180 meters Scaled)
 DU0042
 DU0042                          SUPERSEDED SURVEY CONTROL
 DU0042
 DU0042  NGVD 29 (??/??/92) 1576.953  (m)         5173.72   (f) ADJ UNCH    1 2
 DU0042
 DU0042.Superseded values are not recommended for survey control.
 DU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0042.See file dsdata.txt to determine how the superseded data were derived.
 DU0042
 DU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC554482(NAD 83)
 DU0042_MARKER: DB = BENCH MARK DISK
 DU0042_SETTING: 66 = SET IN ROCK OUTCROP
 DU0042_SP_SET: ROCK LEDGE
 DU0042_STAMPING: M 147 1960
 DU0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0042+STABILITY: POSITION/ELEVATION WELL
 DU0042
 DU0042  HISTORY     - Date     Condition        Report By
 DU0042  HISTORY     - 1960     MONUMENTED       CGS
 DU0042  HISTORY     - 1979     GOOD             NGS
 DU0042
 DU0042                          STATION DESCRIPTION
 DU0042
 DU0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0042'16.45 MI NE FROM SENECA.
 DU0042'ABOUT 16.45 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0042'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ON
 DU0042'THE SOUTH SLOPE OF A HILL AND ON THE NORTH BANK OF A RAVINE, IN THE
 DU0042'TOP OF A ROCK LEDGE, 83 FEET NORTHWEST OF THE CENTER LINE OF THE
 DU0042'HIGHWAY, 25 FEET SOUTHEAST OF A FENCE, AND ABOUT 2 FEET ABOVE THE
 DU0042'LEVEL OF THE HIGHWAY.
 DU0042
 DU0042                          STATION RECOVERY (1979)
 DU0042
 DU0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0042'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0042'IN THE SALT RIVER CANYON, 0.15 MILE NORTHEAST OF MILE POST 303, SET IN
 DU0042'THE TOP OF A ROCK LEDGE ON THE NORTH BANK OF A RAVINE, 83 FEET
 DU0042'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 61 FEET WEST OF THE NORTH
 DU0042'END OF A STEEL GUARD RAIL AND 25 FEET SOUTHEAST OF A RIGHT OF WAY
 DU0042'FENCE.
 DU0042'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0164 ***********************************************************************
 DU0164  DESIGNATION -  M 149
 DU0164  PID         -  DU0164
 DU0164  STATE/COUNTY-  AZ/GRAHAM
 DU0164  USGS QUAD   -  BRONCO GULCH (1966)
 DU0164
 DU0164                         *CURRENT SURVEY CONTROL
 DU0164  ___________________________________________________________________
 DU0164* NAD 83(1986)-  33 22 31.     (N)    110 09 51.     (W)     SCALED    
 DU0164* NAVD 88     -      1546.377  (meters)    5073.41   (feet)  ADJUSTED  
 DU0164  ___________________________________________________________________
 DU0164  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DU0164  DYNAMIC HT  -        1544.155 (meters)    5066.12  (feet)  COMP
 DU0164  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 DU0164
 DU0164  VERT ORDER  -  SECOND    CLASS 0
 DU0164
 DU0164.The horizontal coordinates were scaled from a topographic map and have
 DU0164.an estimated accuracy of +/- 6 seconds.
 DU0164
 DU0164.The orthometric height was determined by differential leveling
 DU0164.and adjusted in June 1991.
 DU0164
 DU0164.The geoid height was determined by GEOID03.
 DU0164
 DU0164.The dynamic height is computed by dividing the NAVD 88
 DU0164.geopotential number by the normal gravity value computed on the
 DU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0164.degrees latitude (g = 980.6199 gals.).
 DU0164
 DU0164.The modeled gravity was interpolated from observed gravity values.
 DU0164
 DU0164;                    North         East    Units  Estimated Accuracy
 DU0164;SPC AZ E     -   263,370.      213,590.      MT  (+/- 180 meters Scaled)
 DU0164
 DU0164                          SUPERSEDED SURVEY CONTROL
 DU0164
 DU0164  NGVD 29 (??/??/92) 1545.689  (m)         5071.15   (f) ADJ UNCH    2 0
 DU0164
 DU0164.Superseded values are not recommended for survey control.
 DU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0164.See file dsdata.txt to determine how the superseded data were derived.
 DU0164
 DU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB777932(NAD 83)
 DU0164_MARKER: DB = BENCH MARK DISK
 DU0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0164_STAMPING: M 149 1935
 DU0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0164+STABILITY: SURFACE MOTION
 DU0164
 DU0164  HISTORY     - Date     Condition        Report By
 DU0164  HISTORY     - 1935     MONUMENTED       CGS
 DU0164  HISTORY     - 1961     GOOD             NGS
 DU0164
 DU0164                          STATION DESCRIPTION
 DU0164
 DU0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0164'8.8 MI W FROM ASH CREEK RANCH.
 DU0164'8.8 MILES WEST ALONG THE SAN CARLOS ROAD FROM ASH CREEK RANCH, GRAHAM
 DU0164'COUNTY, 2.0 MILES EAST OF THE JUNCTION OF THE WARM SPRING ROAD, 270
 DU0164'YARDS EAST OF A SHARP CURVE AND A CULVERT, AND 45 FEET NORTH OF THE
 DU0164'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED M 149 1935 AND SET
 DU0164'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0088 ***********************************************************************
 DU0088  DESIGNATION -  M 15
 DU0088  PID         -  DU0088
 DU0088  STATE/COUNTY-  AZ/GRAHAM
 DU0088  USGS QUAD   -  GERONIMO (1989)
 DU0088
 DU0088                         *CURRENT SURVEY CONTROL
 DU0088  ___________________________________________________________________
 DU0088* NAD 83(1986)-  33 03 40.     (N)    110 00 16.     (W)     SCALED    
 DU0088* NAVD 88     -       818.011  (meters)    2683.76   (feet)  ADJUSTED  
 DU0088  ___________________________________________________________________
 DU0088  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU0088  DYNAMIC HT  -         816.890 (meters)    2680.08  (feet)  COMP
 DU0088  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 DU0088
 DU0088  VERT ORDER  -  FIRST     CLASS II
 DU0088
 DU0088.The horizontal coordinates were scaled from a topographic map and have
 DU0088.an estimated accuracy of +/- 6 seconds.
 DU0088
 DU0088.The orthometric height was determined by differential leveling
 DU0088.and adjusted in June 1991.
 DU0088
 DU0088.The geoid height was determined by GEOID03.
 DU0088
 DU0088.The dynamic height is computed by dividing the NAVD 88
 DU0088.geopotential number by the normal gravity value computed on the
 DU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0088.degrees latitude (g = 980.6199 gals.).
 DU0088
 DU0088.The modeled gravity was interpolated from observed gravity values.
 DU0088
 DU0088;                    North         East    Units  Estimated Accuracy
 DU0088;SPC AZ E     -   228,540.      228,510.      MT  (+/- 180 meters Scaled)
 DU0088
 DU0088                          SUPERSEDED SURVEY CONTROL
 DU0088
 DU0088  NGVD 29 (??/??/92)  817.427  (m)         2681.84   (f) ADJ UNCH    1 2
 DU0088
 DU0088.Superseded values are not recommended for survey control.
 DU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0088.See file dsdata.txt to determine how the superseded data were derived.
 DU0088
 DU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB929585(NAD 83)
 DU0088_MARKER: DB = BENCH MARK DISK
 DU0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0088_STAMPING: 2681.842 M 15 1933
 DU0088_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0088+STABILITY: SURFACE MOTION
 DU0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0088+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU0088
 DU0088  HISTORY     - Date     Condition        Report By
 DU0088  HISTORY     - 1933     MONUMENTED       CGS
 DU0088  HISTORY     - 1934     GOOD             NGS
 DU0088  HISTORY     - 1979     GOOD             NGS
 DU0088  HISTORY     - 20081009 GOOD             GEOCAC
 DU0088
 DU0088                          STATION DESCRIPTION
 DU0088
 DU0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0088'2.2 MI SE FROM GERONIMO.
 DU0088'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0088'STATION AT GERONIMO, GRAHAM COUNTY, 330 FEET NORTH OF MILEPOST 1162,
 DU0088'86 YARDS NORTHEAST OF THE CENTERLINE OF THE TRACK, 50 YARDS NORTHEAST
 DU0088'OF THE CENTERLINE OF A HIGHWAY, 180 FEET SOUTHEAST OF THE EMERY SCHOOL
 DU0088'BUILDING, AND IN THE SOUTHEAST CORNER OF THE SCHOOL GROUNDS. A
 DU0088'STANDARD DISK, STAMPED 2681.842 M 15 1933 AND SET IN THE TOP OF A
 DU0088'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 DU0088
 DU0088                          STATION RECOVERY (1979)
 DU0088
 DU0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0088'4.8 KILOMETERS (3.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU0088'POST OFFICE IN FT. THOMAS, THENCE APPROXIMATELY 50 PACES NORTH ALONG
 DU0088'A DIRT FARM ROAD, 4.1 METERS (13.5 FEET) WEST OF THE CENTERLINE OF
 DU0088'THE DIRT ROAD AND 0.7 METER (2.0 FEET) WEST OF A BARBED WIRE FENCE
 DU0088'LINE.
 DU0088'THE MARK IS 1 METERS  S FROM A WITNESS POST.
 DU0088'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0088
 DU0088                          STATION RECOVERY (2008)
 DU0088
 DU0088'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0088'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0088'03.661' W110  00.256'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0319 ***********************************************************************
 ES0319  DESIGNATION -  M 15
 ES0319  PID         -  ES0319
 ES0319  STATE/COUNTY-  AZ/GILA
 ES0319  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0319
 ES0319                         *CURRENT SURVEY CONTROL
 ES0319  ___________________________________________________________________
 ES0319* NAD 83(1986)-  34 19 01.     (N)    111 06 56.     (W)     SCALED    
 ES0319* NAVD 88     -      1726.811  (meters)    5665.38   (feet)  ADJUSTED  
 ES0319  ___________________________________________________________________
 ES0319  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ES0319  DYNAMIC HT  -        1724.366 (meters)    5657.36  (feet)  COMP
 ES0319  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 ES0319
 ES0319  VERT ORDER  -  SECOND    CLASS 0
 ES0319
 ES0319.The horizontal coordinates were scaled from a topographic map and have
 ES0319.an estimated accuracy of +/- 6 seconds.
 ES0319
 ES0319.The orthometric height was determined by differential leveling
 ES0319.and adjusted in June 1991.
 ES0319
 ES0319.The geoid height was determined by GEOID03.
 ES0319
 ES0319.The dynamic height is computed by dividing the NAVD 88
 ES0319.geopotential number by the normal gravity value computed on the
 ES0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0319.degrees latitude (g = 980.6199 gals.).
 ES0319
 ES0319.The modeled gravity was interpolated from observed gravity values.
 ES0319
 ES0319;                    North         East    Units  Estimated Accuracy
 ES0319;SPC AZ E     -   368,220.      126,030.      MT  (+/- 180 meters Scaled)
 ES0319
 ES0319                          SUPERSEDED SURVEY CONTROL
 ES0319
 ES0319  NGVD 29 (??/??/92) 1725.956  (m)         5662.57   (f) ADJ UNCH    2 0
 ES0319
 ES0319.Superseded values are not recommended for survey control.
 ES0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0319.See file dsdata.txt to determine how the superseded data were derived.
 ES0319
 ES0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC893973(NAD 83)
 ES0319_MARKER: Z = SEE DESCRIPTION
 ES0319_SETTING: 0 = UNSPECIFIED SETTING
 ES0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0319
 ES0319  HISTORY     - Date     Condition        Report By
 ES0319  HISTORY     - UNK      MONUMENTED       USGS
 ES0319  HISTORY     - 1934     GOOD             NGS
 ES0319  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0319
 ES0319                          STATION DESCRIPTION
 ES0319
 ES0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0319'19.5 MI NE FROM PAYSON.
 ES0319'ON PAYSON-HEBER ROAD, 30 FT. NORTH OF CENTER LINE OF HIGHWAY FORKS OF
 ES0319'ROAD TO DIAMOND POINT AND TONTO CREEK.
 ES0319
 ES0319                          STATION RECOVERY (2005)
 ES0319
 ES0319'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0319'MARK NOT FOUND.  HIGHWAY WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0145 ***********************************************************************
 DU0145  DESIGNATION -  M 150
 DU0145  PID         -  DU0145
 DU0145  STATE/COUNTY-  AZ/GILA
 DU0145  USGS QUAD   -  SONTAG CREEK (1979)
 DU0145
 DU0145                         *CURRENT SURVEY CONTROL
 DU0145  ___________________________________________________________________
 DU0145* NAD 83(1986)-  33 30 24.     (N)    110 17 10.     (W)     SCALED    
 DU0145* NAVD 88     -      1316.442  (meters)    4319.03   (feet)  ADJUSTED  
 DU0145  ___________________________________________________________________
 DU0145  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DU0145  DYNAMIC HT  -        1314.591 (meters)    4312.95  (feet)  COMP
 DU0145  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 DU0145
 DU0145  VERT ORDER  -  SECOND    CLASS 0
 DU0145
 DU0145.The horizontal coordinates were scaled from a topographic map and have
 DU0145.an estimated accuracy of +/- 6 seconds.
 DU0145
 DU0145.The orthometric height was determined by differential leveling
 DU0145.and adjusted in June 1991.
 DU0145
 DU0145.The geoid height was determined by GEOID03.
 DU0145
 DU0145.The dynamic height is computed by dividing the NAVD 88
 DU0145.geopotential number by the normal gravity value computed on the
 DU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0145.degrees latitude (g = 980.6199 gals.).
 DU0145
 DU0145.The modeled gravity was interpolated from observed gravity values.
 DU0145
 DU0145;                    North         East    Units  Estimated Accuracy
 DU0145;SPC AZ E     -   277,950.      202,260.      MT  (+/- 180 meters Scaled)
 DU0145
 DU0145                          SUPERSEDED SURVEY CONTROL
 DU0145
 DU0145  NGVD 29 (??/??/92) 1315.784  (m)         4316.87   (f) ADJ UNCH    2 0
 DU0145
 DU0145.Superseded values are not recommended for survey control.
 DU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0145.See file dsdata.txt to determine how the superseded data were derived.
 DU0145
 DU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC663076(NAD 83)
 DU0145_MARKER: DB = BENCH MARK DISK
 DU0145_SETTING: 80 = SET IN A BOULDER
 DU0145_SP_SET: BOULDER
 DU0145_STAMPING: M 150 1935
 DU0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0145+STABILITY: SURFACE MOTION
 DU0145
 DU0145  HISTORY     - Date     Condition        Report By
 DU0145  HISTORY     - 1935     MONUMENTED       CGS
 DU0145
 DU0145                          STATION DESCRIPTION
 DU0145
 DU0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0145'7.6 MI NW FROM WARM SPRING.
 DU0145'7.6 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0145'COUNTY, 160 YARDS EAST OF THE CENTER OF A GATE SOUTH OF THE ROAD, 50
 DU0145'YARDS WEST OF THE CENTER OF A CURVE, 31 FEET NORTH OF THE CENTERLINE
 DU0145'OF THE ROAD, AND IN THE TOP OF A PROMINENT BOULDER.  A STANDARD DISK,
 DU0145'STAMPED M 150 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0402 ***********************************************************************
 DT0402  DESIGNATION -  M 153
 DT0402  PID         -  DT0402
 DT0402  STATE/COUNTY-  AZ/GRAHAM
 DT0402  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0402
 DT0402                         *CURRENT SURVEY CONTROL
 DT0402  ___________________________________________________________________
 DT0402* NAD 83(1986)-  33 05 11.     (N)    109 41 54.     (W)     SCALED    
 DT0402* NAVD 88     -      1628.843  (meters)    5343.96   (feet)  ADJUSTED  
 DT0402  ___________________________________________________________________
 DT0402  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DT0402  DYNAMIC HT  -        1626.407 (meters)    5335.97  (feet)  COMP
 DT0402  MODELED GRAV-     979,083.8   (mgal)                       NAVD 88
 DT0402
 DT0402  VERT ORDER  -  SECOND    CLASS 0
 DT0402
 DT0402.The horizontal coordinates were scaled from a topographic map and have
 DT0402.an estimated accuracy of +/- 6 seconds.
 DT0402
 DT0402.The orthometric height was determined by differential leveling
 DT0402.and adjusted in June 1991.
 DT0402
 DT0402.The geoid height was determined by GEOID03.
 DT0402
 DT0402.The dynamic height is computed by dividing the NAVD 88
 DT0402.geopotential number by the normal gravity value computed on the
 DT0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0402.degrees latitude (g = 980.6199 gals.).
 DT0402
 DT0402.The modeled gravity was interpolated from observed gravity values.
 DT0402
 DT0402;                    North         East    Units  Estimated Accuracy
 DT0402;SPC AZ E     -   231,430.      257,080.      MT  (+/- 180 meters Scaled)
 DT0402
 DT0402                          SUPERSEDED SURVEY CONTROL
 DT0402
 DT0402  NGVD 29 (??/??/92) 1628.117  (m)         5341.58   (f) ADJ UNCH    2 0
 DT0402
 DT0402.Superseded values are not recommended for survey control.
 DT0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0402.See file dsdata.txt to determine how the superseded data were derived.
 DT0402
 DT0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB214616(NAD 83)
 DT0402_MARKER: DB = BENCH MARK DISK
 DT0402_SETTING: 80 = SET IN A BOULDER
 DT0402_SP_SET: BOULDER
 DT0402_STAMPING: M 153 1935
 DT0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0402+STABILITY: SURFACE MOTION
 DT0402
 DT0402  HISTORY     - Date     Condition        Report By
 DT0402  HISTORY     - 1935     MONUMENTED       CGS
 DT0402
 DT0402                          STATION DESCRIPTION
 DT0402
 DT0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0402'3.9 MI S FROM HAT RANCH PIMA RD FKS.
 DT0402'3.9 MI. S ALONG ROAD TO PIMA.  1.5 MI. S OF GATE ACROSS ROAD, 80 FT. E
 DT0402'OF CENTERLINE OF ROAD AND ABOUT 125 FT. N OF CENTER OF THE CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0218 ***********************************************************************
 DU0218  DESIGNATION -  M 16
 DU0218  PID         -  DU0218
 DU0218  STATE/COUNTY-  AZ/GILA
 DU0218  USGS QUAD   -  CUTTER (1979)
 DU0218
 DU0218                         *CURRENT SURVEY CONTROL
 DU0218  ___________________________________________________________________
 DU0218* NAD 83(1986)-  33 21 24.     (N)    110 38 09.     (W)     SCALED    
 DU0218* NAVD 88     -       950.909  (meters)    3119.77   (feet)  ADJUSTED  
 DU0218  ___________________________________________________________________
 DU0218  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DU0218  DYNAMIC HT  -         949.626 (meters)    3115.56  (feet)  COMP
 DU0218  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 DU0218
 DU0218  VERT ORDER  -  FIRST     CLASS II
 DU0218
 DU0218.The horizontal coordinates were scaled from a topographic map and have
 DU0218.an estimated accuracy of +/- 6 seconds.
 DU0218
 DU0218.The orthometric height was determined by differential leveling
 DU0218.and adjusted in June 1991.
 DU0218
 DU0218.The geoid height was determined by GEOID03.
 DU0218
 DU0218.The dynamic height is computed by dividing the NAVD 88
 DU0218.geopotential number by the normal gravity value computed on the
 DU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0218.degrees latitude (g = 980.6199 gals.).
 DU0218
 DU0218.The modeled gravity was interpolated from observed gravity values.
 DU0218
 DU0218;                    North         East    Units  Estimated Accuracy
 DU0218;SPC AZ E     -   261,400.      169,700.      MT  (+/- 180 meters Scaled)
 DU0218
 DU0218                          SUPERSEDED SURVEY CONTROL
 DU0218
 DU0218  NGVD 29 (??/??/92)  950.314  (m)         3117.82   (f) ADJ UNCH    1 2
 DU0218
 DU0218.Superseded values are not recommended for survey control.
 DU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0218.See file dsdata.txt to determine how the superseded data were derived.
 DU0218
 DU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB338908(NAD 83)
 DU0218_MARKER: DB = BENCH MARK DISK
 DU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0218_STAMPING: 3117.822 M 16 1933
 DU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0218+STABILITY: SURFACE MOTION
 DU0218
 DU0218  HISTORY     - Date     Condition        Report By
 DU0218  HISTORY     - 1933     MONUMENTED       CGS
 DU0218
 DU0218                          STATION DESCRIPTION
 DU0218
 DU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0218'9.7 MI E FROM GLOBE.
 DU0218'ON SOUTHERN PACIFIC RIGHT OF WAY, 1.5 EAST OF CUTTER SIDING, 190 FEET
 DU0218'SOUTHEAST OF MILEPOST 1212, 50 FEET SOUTH OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0320 ***********************************************************************
 ES0320  DESIGNATION -  M 16
 ES0320  PID         -  ES0320
 ES0320  STATE/COUNTY-  AZ/GILA
 ES0320  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0320
 ES0320                         *CURRENT SURVEY CONTROL
 ES0320  ___________________________________________________________________
 ES0320* NAD 83(1986)-  34 19 36.     (N)    111 05 37.     (W)     SCALED    
 ES0320* NAVD 88     -      1628.894  (meters)    5344.13   (feet)  ADJUSTED  
 ES0320  ___________________________________________________________________
 ES0320  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ES0320  DYNAMIC HT  -        1626.601 (meters)    5336.61  (feet)  COMP
 ES0320  MODELED GRAV-     979,170.0   (mgal)                       NAVD 88
 ES0320
 ES0320  VERT ORDER  -  SECOND    CLASS 0
 ES0320
 ES0320.The horizontal coordinates were scaled from a topographic map and have
 ES0320.an estimated accuracy of +/- 6 seconds.
 ES0320
 ES0320.The orthometric height was determined by differential leveling
 ES0320.and adjusted in June 1991.
 ES0320
 ES0320.The geoid height was determined by GEOID03.
 ES0320
 ES0320.The dynamic height is computed by dividing the NAVD 88
 ES0320.geopotential number by the normal gravity value computed on the
 ES0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0320.degrees latitude (g = 980.6199 gals.).
 ES0320
 ES0320.The modeled gravity was interpolated from observed gravity values.
 ES0320
 ES0320;                    North         East    Units  Estimated Accuracy
 ES0320;SPC AZ E     -   369,280.      128,060.      MT  (+/- 180 meters Scaled)
 ES0320
 ES0320                          SUPERSEDED SURVEY CONTROL
 ES0320
 ES0320  NGVD 29 (??/??/92) 1628.045  (m)         5341.34   (f) ADJ UNCH    2 0
 ES0320
 ES0320.Superseded values are not recommended for survey control.
 ES0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0320.See file dsdata.txt to determine how the superseded data were derived.
 ES0320
 ES0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC913983(NAD 83)
 ES0320_MARKER: Z = SEE DESCRIPTION
 ES0320_SETTING: 0 = UNSPECIFIED SETTING
 ES0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0320
 ES0320  HISTORY     - Date     Condition        Report By
 ES0320  HISTORY     - UNK      MONUMENTED       USGS
 ES0320  HISTORY     - 1934     GOOD             NGS
 ES0320  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0320
 ES0320                          STATION DESCRIPTION
 ES0320
 ES0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0320'21.5 MI NE FROM PAYSON.
 ES0320'ON PAYSON-HEBER ROAD, IN FRONT OF GATE TO KOHLS RANCH, 40 FT. SOUTH OF
 ES0320'STORE.
 ES0320
 ES0320                          STATION RECOVERY (2005)
 ES0320
 ES0320'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0320'MARK NOT FOUND.  AREA HAS BEEN TOTALLY BUILT UP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0364 ***********************************************************************
 DU0364  DESIGNATION -  M 17
 DU0364  PID         -  DU0364
 DU0364  STATE/COUNTY-  AZ/GILA
 DU0364  USGS QUAD   -  WINDY HILL (1978)
 DU0364
 DU0364                         *CURRENT SURVEY CONTROL
 DU0364  ___________________________________________________________________
 DU0364* NAD 83(1986)-  33 38 37.     (N)    111 05 09.     (W)     SCALED    
 DU0364* NAVD 88     -       712.260  (meters)    2336.81   (feet)  ADJUSTED  
 DU0364  ___________________________________________________________________
 DU0364  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DU0364  DYNAMIC HT  -         711.339 (meters)    2333.78  (feet)  COMP
 DU0364  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 DU0364
 DU0364  VERT ORDER  -  FIRST     CLASS II
 DU0364
 DU0364.The horizontal coordinates were scaled from a topographic map and have
 DU0364.an estimated accuracy of +/- 6 seconds.
 DU0364
 DU0364.The orthometric height was determined by differential leveling
 DU0364.and adjusted in June 1991.
 DU0364
 DU0364.The geoid height was determined by GEOID03.
 DU0364
 DU0364.The dynamic height is computed by dividing the NAVD 88
 DU0364.geopotential number by the normal gravity value computed on the
 DU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0364.degrees latitude (g = 980.6199 gals.).
 DU0364
 DU0364.The modeled gravity was interpolated from observed gravity values.
 DU0364
 DU0364;                    North         East    Units  Estimated Accuracy
 DU0364;SPC AZ E     -   293,510.      128,100.      MT  (+/- 180 meters Scaled)
 DU0364
 DU0364                          SUPERSEDED SURVEY CONTROL
 DU0364
 DU0364  NGVD 29 (??/??/92)  711.663  (m)         2334.85   (f) ADJ UNCH    1 2
 DU0364
 DU0364.Superseded values are not recommended for survey control.
 DU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0364.See file dsdata.txt to determine how the superseded data were derived.
 DU0364
 DU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC920226(NAD 83)
 DU0364_MARKER: DB = BENCH MARK DISK
 DU0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0364_SP_SET: CULVERT
 DU0364_STAMPING: 2334.848 M 17 1933
 DU0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0364
 DU0364  HISTORY     - Date     Condition        Report By
 DU0364  HISTORY     - 1933     MONUMENTED       CGS
 DU0364  HISTORY     - 1963     MARK NOT FOUND   NGS
 DU0364  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU0364  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU0364
 DU0364                          STATION DESCRIPTION
 DU0364
 DU0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0364'3.8 MI SE FROM ROOSEVELT.
 DU0364'3.8 MILES SOUTHEAST ALONG THE APACHE TRAIL HIGHWAY FROM THE POST
 DU0364'OFFICE AT ROOSEVELT, GILA COUNTY, 0.3 MILE NORTHWEST OF A POWERLINE
 DU0364'CROSSING, AT A CULVERT, AND IN THE TOP OF SOUTHEAST CONCRETE WINGWALL.
 DU0364'A STANDARD DISK, STAMPED 2334.848 M 17 1933.  NOTE-- IT WAS REPORTED
 DU0364'THAT THE MARK APPEARS TO HAVE BEEN LOST DURING THE REALIGNMENT AND
 DU0364'SURFACING OF THE HIGHWAY.
 DU0364
 DU0364                          STATION RECOVERY (2004)
 DU0364
 DU0364'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0364'MARK NOT FOUND.
 DU0364
 DU0364                          STATION RECOVERY (2007)
 DU0364
 DU0364'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0364'THE CULVERT AT THE DESCRIBED LOCATION IS NOT FROM 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0322 ***********************************************************************
 ES0322  DESIGNATION -  M 18
 ES0322  PID         -  ES0322
 ES0322  STATE/COUNTY-  AZ/GILA
 ES0322  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0322
 ES0322                         *CURRENT SURVEY CONTROL
 ES0322  ___________________________________________________________________
 ES0322* NAD 83(1986)-  34 18 55.     (N)    111 03 12.     (W)     SCALED    
 ES0322* NAVD 88     -      1723.711  (meters)    5655.21   (feet)  ADJUSTED  
 ES0322  ___________________________________________________________________
 ES0322  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 ES0322  DYNAMIC HT  -        1721.257 (meters)    5647.16  (feet)  COMP
 ES0322  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 ES0322
 ES0322  VERT ORDER  -  SECOND    CLASS 0
 ES0322
 ES0322.The horizontal coordinates were scaled from a topographic map and have
 ES0322.an estimated accuracy of +/- 6 seconds.
 ES0322
 ES0322.The orthometric height was determined by differential leveling
 ES0322.and adjusted in June 1991.
 ES0322
 ES0322.The geoid height was determined by GEOID03.
 ES0322
 ES0322.The dynamic height is computed by dividing the NAVD 88
 ES0322.geopotential number by the normal gravity value computed on the
 ES0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0322.degrees latitude (g = 980.6199 gals.).
 ES0322
 ES0322.The modeled gravity was interpolated from observed gravity values.
 ES0322
 ES0322;                    North         East    Units  Estimated Accuracy
 ES0322;SPC AZ E     -   367,980.      131,760.      MT  (+/- 180 meters Scaled)
 ES0322
 ES0322                          SUPERSEDED SURVEY CONTROL
 ES0322
 ES0322  NGVD 29 (??/??/92) 1722.835  (m)         5652.33   (f) ADJ UNCH    2 0
 ES0322
 ES0322.Superseded values are not recommended for survey control.
 ES0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0322.See file dsdata.txt to determine how the superseded data were derived.
 ES0322
 ES0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC950971(NAD 83)
 ES0322_MARKER: Z = SEE DESCRIPTION
 ES0322_SETTING: 0 = UNSPECIFIED SETTING
 ES0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0322
 ES0322  HISTORY     - Date     Condition        Report By
 ES0322  HISTORY     - UNK      MONUMENTED       USGS
 ES0322  HISTORY     - 1934     GOOD             NGS
 ES0322
 ES0322                          STATION DESCRIPTION
 ES0322
 ES0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0322'25.1 MI NE FROM PAYSON.
 ES0322'ON PAYSON-HEBER ROAD, 3.6 MILES EAST OF KOHLS RANCH, 65 FT. SOUTH OF
 ES0322'CENTER LINE OF ROAD, 60 FT. NORTH OF OLD ROAD AND TELEPHONE LINE, 10
 ES0322'FT. BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0323 ***********************************************************************
 ES0323  DESIGNATION -  M 19
 ES0323  PID         -  ES0323
 ES0323  STATE/COUNTY-  AZ/GILA
 ES0323  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0323
 ES0323                         *CURRENT SURVEY CONTROL
 ES0323  ___________________________________________________________________
 ES0323* NAD 83(1986)-  34 18 53.     (N)    111 01 32.     (W)     SCALED    
 ES0323* NAVD 88     -      1756.434  (meters)    5762.57   (feet)  ADJUSTED  
 ES0323  ___________________________________________________________________
 ES0323  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ES0323  DYNAMIC HT  -        1753.921 (meters)    5754.32  (feet)  COMP
 ES0323  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 ES0323
 ES0323  VERT ORDER  -  SECOND    CLASS 0
 ES0323
 ES0323.The horizontal coordinates were scaled from a topographic map and have
 ES0323.an estimated accuracy of +/- 6 seconds.
 ES0323
 ES0323.The orthometric height was determined by differential leveling
 ES0323.and adjusted in June 1991.
 ES0323
 ES0323.The geoid height was determined by GEOID03.
 ES0323
 ES0323.The dynamic height is computed by dividing the NAVD 88
 ES0323.geopotential number by the normal gravity value computed on the
 ES0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0323.degrees latitude (g = 980.6199 gals.).
 ES0323
 ES0323.The modeled gravity was interpolated from observed gravity values.
 ES0323
 ES0323;                    North         East    Units  Estimated Accuracy
 ES0323;SPC AZ E     -   367,900.      134,310.      MT  (+/- 180 meters Scaled)
 ES0323
 ES0323                          SUPERSEDED SURVEY CONTROL
 ES0323
 ES0323  NGVD 29 (??/??/92) 1755.544  (m)         5759.65   (f) ADJ UNCH    2 0
 ES0323
 ES0323.Superseded values are not recommended for survey control.
 ES0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0323.See file dsdata.txt to determine how the superseded data were derived.
 ES0323
 ES0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC976970(NAD 83)
 ES0323_MARKER: Z = SEE DESCRIPTION
 ES0323_SETTING: 0 = UNSPECIFIED SETTING
 ES0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0323
 ES0323  HISTORY     - Date     Condition        Report By
 ES0323  HISTORY     - UNK      MONUMENTED       USGS
 ES0323  HISTORY     - 1934     GOOD             NGS
 ES0323  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0323
 ES0323                          STATION DESCRIPTION
 ES0323
 ES0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0323'27.1 MI NE FROM PAYSON.
 ES0323'ON PAYSON-HEBER ROAD, 5.6 MILES EAST OF KOHLS RANCH, 0.3 MILES WEST OF
 ES0323'BOWMAN RANCH CORRAL, 65 FT. NORTH OF CENTER LINE OF ROAD.
 ES0323
 ES0323                          STATION RECOVERY (2005)
 ES0323
 ES0323'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0323'MARK NOT FOUND.  ROAD RELOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0212 ***********************************************************************
 ES0212  DESIGNATION -  M 2
 ES0212  PID         -  ES0212
 ES0212  STATE/COUNTY-  AZ/NAVAJO
 ES0212  USGS QUAD   -  O W POINT (1990)
 ES0212
 ES0212                         *CURRENT SURVEY CONTROL
 ES0212  ___________________________________________________________________
 ES0212* NAD 83(1986)-  34 17 30.     (N)    110 51 42.     (W)     SCALED    
 ES0212* NAVD 88     -      2316.845  (meters)    7601.18   (feet)  ADJUSTED  
 ES0212  ___________________________________________________________________
 ES0212  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES0212  DYNAMIC HT  -        2313.298 (meters)    7589.55  (feet)  COMP
 ES0212  MODELED GRAV-     979,020.5   (mgal)                       NAVD 88
 ES0212
 ES0212  VERT ORDER  -  SECOND    CLASS 0
 ES0212
 ES0212.The horizontal coordinates were scaled from a topographic map and have
 ES0212.an estimated accuracy of +/- 6 seconds.
 ES0212
 ES0212.The orthometric height was determined by differential leveling
 ES0212.and adjusted in June 1991.
 ES0212
 ES0212.The geoid height was determined by GEOID03.
 ES0212
 ES0212.The dynamic height is computed by dividing the NAVD 88
 ES0212.geopotential number by the normal gravity value computed on the
 ES0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0212.degrees latitude (g = 980.6199 gals.).
 ES0212
 ES0212.The modeled gravity was interpolated from observed gravity values.
 ES0212
 ES0212;                    North         East    Units  Estimated Accuracy
 ES0212;SPC AZ E     -   365,220.      149,380.      MT  (+/- 180 meters Scaled)
 ES0212
 ES0212                          SUPERSEDED SURVEY CONTROL
 ES0212
 ES0212  NGVD 29 (??/??/92) 2315.796  (m)         7597.74   (f) ADJ UNCH    2 0
 ES0212
 ES0212.Superseded values are not recommended for survey control.
 ES0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0212.See file dsdata.txt to determine how the superseded data were derived.
 ES0212
 ES0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC127945(NAD 83)
 ES0212_MARKER: Z = SEE DESCRIPTION
 ES0212_SETTING: 0 = UNSPECIFIED SETTING
 ES0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0212
 ES0212  HISTORY     - Date     Condition        Report By
 ES0212  HISTORY     - UNK      MONUMENTED       USGS
 ES0212  HISTORY     - 1934     GOOD             NGS
 ES0212  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0212
 ES0212                          STATION DESCRIPTION
 ES0212
 ES0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0212'21.9 MI SW FROM HEBER.
 ES0212'ON HEBER-PAYSON ROAD,
 ES0212'60 FT. WEST OF CENTER LINE OF GLOBE-HOLBROOK HIGHWAY, 30 FT. NORTH OF
 ES0212'CENTER LINE OF ROAD, AT INTERSECTION OF ROADS WITH GLOBE-OLD VERDE
 ES0212'PROMONTORY LOOKOUT ROAD.
 ES0212
 ES0212                          STATION RECOVERY (2005)
 ES0212
 ES0212'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0384 ***********************************************************************
 DU0384  DESIGNATION -  M 20
 DU0384  PID         -  DU0384
 DU0384  STATE/COUNTY-  AZ/GILA
 DU0384  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0384
 DU0384                         *CURRENT SURVEY CONTROL
 DU0384  ___________________________________________________________________
 DU0384* NAD 83(1986)-  33 56 47.     (N)    111 18 56.     (W)     SCALED    
 DU0384* NAVD 88     -       753.754  (meters)    2472.94   (feet)  ADJUSTED  
 DU0384  ___________________________________________________________________
 DU0384  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU0384  DYNAMIC HT  -         752.797 (meters)    2469.80  (feet)  COMP
 DU0384  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 DU0384
 DU0384  VERT ORDER  -  FIRST     CLASS II
 DU0384
 DU0384.The horizontal coordinates were scaled from a topographic map and have
 DU0384.an estimated accuracy of +/- 6 seconds.
 DU0384
 DU0384.The orthometric height was determined by differential leveling
 DU0384.and adjusted in June 1991.
 DU0384
 DU0384.The geoid height was determined by GEOID03.
 DU0384
 DU0384.The dynamic height is computed by dividing the NAVD 88
 DU0384.geopotential number by the normal gravity value computed on the
 DU0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0384.degrees latitude (g = 980.6199 gals.).
 DU0384
 DU0384.The modeled gravity was interpolated from observed gravity values.
 DU0384
 DU0384;                    North         East    Units  Estimated Accuracy
 DU0384;SPC AZ E     -   327,300.      107,160.      MT  (+/- 180 meters Scaled)
 DU0384
 DU0384                          SUPERSEDED SURVEY CONTROL
 DU0384
 DU0384  NGVD 29 (??/??/92)  753.143  (m)         2470.94   (f) ADJ UNCH    1 2
 DU0384
 DU0384.Superseded values are not recommended for survey control.
 DU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0384.See file dsdata.txt to determine how the superseded data were derived.
 DU0384
 DU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC708562(NAD 83)
 DU0384_MARKER: DB = BENCH MARK DISK
 DU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0384_STAMPING: 2470.937 M 20 1933
 DU0384_MARK LOGO: CGS   
 DU0384_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0384+STABILITY: SURFACE MOTION
 DU0384
 DU0384  HISTORY     - Date     Condition        Report By
 DU0384  HISTORY     - 1933     MONUMENTED       CGS
 DU0384  HISTORY     - 1934     GOOD             NGS
 DU0384  HISTORY     - 1982     GOOD             NGS
 DU0384
 DU0384                          STATION DESCRIPTION
 DU0384
 DU0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0384'5.8 MI N FROM TONTO BASIN.
 DU0384'5.8 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0384'GILA COUNTY, 0.5 MILE NORTH OF SLATE CREEK, 0.2 MILE NORTHWEST OF THE
 DU0384'ABANDONED TONTO POST OFFICE, 65 YARDS NORTHWEST OF A FENCE CORNER, 100
 DU0384'FEET WEST OF TONTO CREEK, ON A ROCKY RIDGE, AND 60 FEET NORTHEAST OF
 DU0384'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2470.937 M 20
 DU0384'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 DU0384'GROUND.
 DU0384
 DU0384                          STATION RECOVERY (1982)
 DU0384
 DU0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DU0384'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0384'8.8 KM (5.5 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU0384'PUNKIN CENTER, THENCE 0.3 KM (0.2 MI) NORTH ALONG A TRACK ROAD, IN TOP
 DU0384'OF A SMALL ROCKY RIDGE, 18.3 METERS (60 FT) NORTHEAST OF THE TRACK
 DU0384'ROAD CENTER, 30.5 METERS (100 FT) SOUTHWEST OF TONTO CREEK, 14.6
 DU0384'METERS (48 FT) NORTHEAST OF A FENCE.
 DU0384'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DU0384'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0201 ***********************************************************************
 ES0201  DESIGNATION -  M 20
 ES0201  PID         -  ES0201
 ES0201  STATE/COUNTY-  AZ/GILA
 ES0201  USGS QUAD   -  WOODS CANYON (1990)
 ES0201
 ES0201                         *CURRENT SURVEY CONTROL
 ES0201  ___________________________________________________________________
 ES0201* NAD 83(1986)-  34 18 34.     (N)    110 59 50.     (W)     SCALED    
 ES0201* NAVD 88     -      1832.393  (meters)    6011.78   (feet)  ADJUSTED  
 ES0201  ___________________________________________________________________
 ES0201  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ES0201  DYNAMIC HT  -        1829.747 (meters)    6003.09  (feet)  COMP
 ES0201  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 ES0201
 ES0201  VERT ORDER  -  SECOND    CLASS 0
 ES0201
 ES0201.The horizontal coordinates were scaled from a topographic map and have
 ES0201.an estimated accuracy of +/- 6 seconds.
 ES0201
 ES0201.The orthometric height was determined by differential leveling
 ES0201.and adjusted in June 1991.
 ES0201
 ES0201.The geoid height was determined by GEOID03.
 ES0201
 ES0201.The dynamic height is computed by dividing the NAVD 88
 ES0201.geopotential number by the normal gravity value computed on the
 ES0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0201.degrees latitude (g = 980.6199 gals.).
 ES0201
 ES0201.The modeled gravity was interpolated from observed gravity values.
 ES0201
 ES0201;                    North         East    Units  Estimated Accuracy
 ES0201;SPC AZ E     -   367,290.      136,920.      MT  (+/- 180 meters Scaled)
 ES0201
 ES0201                          SUPERSEDED SURVEY CONTROL
 ES0201
 ES0201  NGVD 29 (??/??/92) 1831.479  (m)         6008.78   (f) ADJ UNCH    2 0
 ES0201
 ES0201.Superseded values are not recommended for survey control.
 ES0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0201.See file dsdata.txt to determine how the superseded data were derived.
 ES0201
 ES0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC002964(NAD 83)
 ES0201_MARKER: Z = SEE DESCRIPTION
 ES0201_SETTING: 0 = UNSPECIFIED SETTING
 ES0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0201
 ES0201  HISTORY     - Date     Condition        Report By
 ES0201  HISTORY     - UNK      MONUMENTED       USGS
 ES0201  HISTORY     - 1934     GOOD             NGS
 ES0201  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0201
 ES0201                          STATION DESCRIPTION
 ES0201
 ES0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0201'29.2 MI NE FROM PAYSON.
 ES0201'29.2 MILES NORTH EAST ALONG PAYSON-HEBER ROAD.  ON PAYSON-HEBER ROAD,
 ES0201'45 FT. SOUTH OF CENTER LINE OF ROAD, 10 FT. NORTH OF WASH.
 ES0201
 ES0201                          STATION RECOVERY (2005)
 ES0201
 ES0201'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0424 ***********************************************************************
 DU0424  DESIGNATION -  M 21
 DU0424  PID         -  DU0424
 DU0424  STATE/COUNTY-  AZ/MARICOPA
 DU0424  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0424
 DU0424                         *CURRENT SURVEY CONTROL
 DU0424  ___________________________________________________________________
 DU0424* NAD 83(1986)-  33 32 19.     (N)    111 19 33.     (W)     SCALED    
 DU0424* NAVD 88     -       872.044  (meters)    2861.03   (feet)  ADJUSTED  
 DU0424  ___________________________________________________________________
 DU0424  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DU0424  DYNAMIC HT  -         870.895 (meters)    2857.26  (feet)  COMP
 DU0424  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 DU0424
 DU0424  VERT ORDER  -  FIRST     CLASS II
 DU0424
 DU0424.The horizontal coordinates were scaled from a topographic map and have
 DU0424.an estimated accuracy of +/- 6 seconds.
 DU0424
 DU0424.The orthometric height was determined by differential leveling
 DU0424.and adjusted in June 1991.
 DU0424
 DU0424.The geoid height was determined by GEOID03.
 DU0424
 DU0424.The dynamic height is computed by dividing the NAVD 88
 DU0424.geopotential number by the normal gravity value computed on the
 DU0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0424.degrees latitude (g = 980.6199 gals.).
 DU0424
 DU0424.The modeled gravity was interpolated from observed gravity values.
 DU0424
 DU0424;                    North         East    Units  Estimated Accuracy
 DU0424;SPC AZ C     -   281,640.      268,230.      MT  (+/- 180 meters Scaled)
 DU0424
 DU0424                          SUPERSEDED SURVEY CONTROL
 DU0424
 DU0424  NGVD 29 (??/??/92)  871.407  (m)         2858.94   (f) ADJ UNCH    1 2
 DU0424
 DU0424.Superseded values are not recommended for survey control.
 DU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0424.See file dsdata.txt to determine how the superseded data were derived.
 DU0424
 DU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC697110(NAD 83)
 DU0424_MARKER: DB = BENCH MARK DISK
 DU0424_SETTING: 66 = SET IN ROCK OUTCROP
 DU0424_SP_SET: ROCK LEDGE
 DU0424_STAMPING: M 21 1933
 DU0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0424+STABILITY: POSITION/ELEVATION WELL
 DU0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0424+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0424
 DU0424  HISTORY     - Date     Condition        Report By
 DU0424  HISTORY     - 1933     MONUMENTED       CGS
 DU0424  HISTORY     - 1948     GOOD             NGS
 DU0424  HISTORY     - 1980     GOOD             NGS
 DU0424  HISTORY     - 20070512 GOOD             GEOCAC
 DU0424  HISTORY     - 20080716 GOOD             GEOCAC
 DU0424
 DU0424                          STATION DESCRIPTION
 DU0424
 DU0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0424'6.6 MI NE FROM TORTILLA FLAT.
 DU0424'6.6 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0424'TORTILLA FLAT, 0.4 MILE NORTHWEST OF MILE POST 20-40, 300 FEET EAST OF
 DU0424'A LARGE MASS OF RED VOLCANIC ROCK, 110 FEET NORTHEAST OF THE CENTER
 DU0424'LINE OF THE HIGHWAY, ABOUT 4.0 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 DU0424'SET IN THE TOP OF A LEDGE OF VOLCANIC ROCK AND PROJECTING ABOUT 2.0
 DU0424'FEET ABOVE THE GROUND.
 DU0424
 DU0424                          STATION RECOVERY (1980)
 DU0424
 DU0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0424'8.7 KM (5.4 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0424'AT TORTILLA FLAT, 0.2 KM (0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST 220,
 DU0424'0.2 KM (0.1 MI) NORTHWEST OF THE END OF THE PAVED HIGHWAY, IN TOP
 DU0424'OF A ROCK OUTCROP AT THE NORTHWEST EDGE OF A HIGHWAY PULLOUT, 32.0
 DU0424'METERS (105 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DU0424'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 DU0424
 DU0424                          STATION RECOVERY (2007)
 DU0424
 DU0424'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0424'THE MARK HAS BEEN ATTACKED, AND ABOUT A HALF-INCH OF THE STEM IS
 DU0424'EXPOSED. THE MARK APPEARS SOLID , BUT COULD BE REMOVED AT ANY TIME.
 DU0424
 DU0424                          STATION RECOVERY (2008)
 DU0424
 DU0424'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0424'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES AS N
 DU0424'33 32.335 W 111
 DU0424'19.558.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0202 ***********************************************************************
 ES0202  DESIGNATION -  M 21
 ES0202  PID         -  ES0202
 ES0202  STATE/COUNTY-  AZ/GILA
 ES0202  USGS QUAD   -  WOODS CANYON (1990)
 ES0202
 ES0202                         *CURRENT SURVEY CONTROL
 ES0202  ___________________________________________________________________
 ES0202* NAD 83(1986)-  34 17 39.     (N)    110 58 21.     (W)     SCALED    
 ES0202* NAVD 88     -      1876.724  (meters)    6157.22   (feet)  ADJUSTED  
 ES0202  ___________________________________________________________________
 ES0202  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 ES0202  DYNAMIC HT  -        1873.992 (meters)    6148.26  (feet)  COMP
 ES0202  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 ES0202
 ES0202  VERT ORDER  -  SECOND    CLASS 0
 ES0202
 ES0202.The horizontal coordinates were scaled from a topographic map and have
 ES0202.an estimated accuracy of +/- 6 seconds.
 ES0202
 ES0202.The orthometric height was determined by differential leveling
 ES0202.and adjusted in June 1991.
 ES0202
 ES0202.The geoid height was determined by GEOID03.
 ES0202
 ES0202.The dynamic height is computed by dividing the NAVD 88
 ES0202.geopotential number by the normal gravity value computed on the
 ES0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0202.degrees latitude (g = 980.6199 gals.).
 ES0202
 ES0202.The modeled gravity was interpolated from observed gravity values.
 ES0202
 ES0202;                    North         East    Units  Estimated Accuracy
 ES0202;SPC AZ E     -   365,580.      139,180.      MT  (+/- 180 meters Scaled)
 ES0202
 ES0202                          SUPERSEDED SURVEY CONTROL
 ES0202
 ES0202  NGVD 29 (??/??/92) 1875.789  (m)         6154.15   (f) ADJ UNCH    2 0
 ES0202
 ES0202.Superseded values are not recommended for survey control.
 ES0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0202.See file dsdata.txt to determine how the superseded data were derived.
 ES0202
 ES0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC025947(NAD 83)
 ES0202_MARKER: Z = SEE DESCRIPTION
 ES0202_SETTING: 0 = UNSPECIFIED SETTING
 ES0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0202
 ES0202  HISTORY     - Date     Condition        Report By
 ES0202  HISTORY     - UNK      MONUMENTED       USGS
 ES0202  HISTORY     - 1934     GOOD             NGS
 ES0202  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0202
 ES0202                          STATION DESCRIPTION
 ES0202
 ES0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0202'31.3 MI NE FROM PAYSON.
 ES0202'ON PAYSON-HEBER ROAD, 50 FT. NORTH OF FENCE, 35 FT. NORTH OF CENTER
 ES0202'LINE OF ROAD, 4 FT. ABOVE ROAD LEVEL.
 ES0202
 ES0202                          STATION RECOVERY (2005)
 ES0202
 ES0202'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0787 ***********************************************************************
 DU0787  DESIGNATION -  M 22
 DU0787  PID         -  DU0787
 DU0787  STATE/COUNTY-  AZ/MARICOPA
 DU0787  USGS QUAD   -  TEMPE (1982)
 DU0787
 DU0787                         *CURRENT SURVEY CONTROL
 DU0787  ___________________________________________________________________
 DU0787* NAD 83(1986)-  33 24 53.     (N)    111 53 19.     (W)     SCALED    
 DU0787* NAVD 88     -       363.61   (+/-2cm)    1192.9    (feet)  VERTCON   
 DU0787  ___________________________________________________________________
 DU0787  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0787
 DU0787.The horizontal coordinates were scaled from a topographic map and have
 DU0787.an estimated accuracy of +/- 6 seconds.
 DU0787
 DU0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0787.The vertical order pertains to the NGVD 29 superseded value.
 DU0787
 DU0787.The geoid height was determined by GEOID03.
 DU0787
 DU0787;                    North         East    Units  Estimated Accuracy
 DU0787;SPC AZ C     -   267,740.      215,970.      MT  (+/- 180 meters Scaled)
 DU0787
 DU0787                          SUPERSEDED SURVEY CONTROL
 DU0787
 DU0787  NGVD 29 (??/??/92)  363.018  (m)         1191.00   (f) ADJ UNCH    2 0
 DU0787
 DU0787.Superseded values are not recommended for survey control.
 DU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0787.See file dsdata.txt to determine how the superseded data were derived.
 DU0787
 DU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB173976(NAD 83)
 DU0787_MARKER: DB = BENCH MARK DISK
 DU0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0787_SP_SET: CHANNEL WALL
 DU0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0787
 DU0787  HISTORY     - Date     Condition        Report By
 DU0787  HISTORY     - 1933     MONUMENTED       CGS
 DU0787  HISTORY     - 1933     GOOD             NGS
 DU0787  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0787  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 DU0787  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0787
 DU0787                          STATION DESCRIPTION
 DU0787
 DU0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0787'3.2 MI SE FROM TEMPE.
 DU0787'AT SIDE OF HIGHWAY, IN NORTHEAST CORNER OF INTERSECTION OF FRANKEBURG
 DU0787'ROAD WITH HIGHWAY, ON TOP OF CONCRETE CHANNEL WALL OF IRRIGATION
 DU0787'DITCH, 38 FEET NORTH OF HIGHWAY CENTER-LINE.
 DU0787
 DU0787                          STATION RECOVERY (1992)
 DU0787
 DU0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0787'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU0787
 DU0787                          STATION RECOVERY (2006)
 DU0787
 DU0787'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0787'DID NOT LOCATE FRANKEBURG ROAD AND THE IRRIGATION DITCH IS NOW
 DU0787'UNDERGROUND.
 DU0787
 DU0787                          STATION RECOVERY (2007)
 DU0787
 DU0787'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0787'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0787'MARK. NO FRANKENBURG ROAD IN THE AREA, AND THE CANAL HAS BEEN REMOVED.
 DU0787'THE ROAD HAS BEEN WIDENED, AND IS UNDER CONSTRUCTION AGAIN DUE TO THE
 DU0787'LIGHT RAIL PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0227 ***********************************************************************
 ES0227  DESIGNATION -  M 22
 ES0227  PID         -  ES0227
 ES0227  STATE/COUNTY-  AZ/NAVAJO
 ES0227  USGS QUAD   -  HEBER (1990)
 ES0227
 ES0227                         *CURRENT SURVEY CONTROL
 ES0227  ___________________________________________________________________
 ES0227* NAD 83(1986)-  34 25 08.     (N)    110 34 39.     (W)     SCALED    
 ES0227* NAVD 88     -      1999.008  (meters)    6558.41   (feet)  ADJUSTED  
 ES0227  ___________________________________________________________________
 ES0227  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0227  DYNAMIC HT  -        1996.049 (meters)    6548.70  (feet)  COMP
 ES0227  MODELED GRAV-     979,083.8   (mgal)                       NAVD 88
 ES0227
 ES0227  VERT ORDER  -  SECOND    CLASS 0
 ES0227
 ES0227.The horizontal coordinates were scaled from a topographic map and have
 ES0227.an estimated accuracy of +/- 6 seconds.
 ES0227
 ES0227.The orthometric height was determined by differential leveling
 ES0227.and adjusted in June 1991.
 ES0227
 ES0227.The geoid height was determined by GEOID03.
 ES0227
 ES0227.The dynamic height is computed by dividing the NAVD 88
 ES0227.geopotential number by the normal gravity value computed on the
 ES0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0227.degrees latitude (g = 980.6199 gals.).
 ES0227
 ES0227.The modeled gravity was interpolated from observed gravity values.
 ES0227
 ES0227;                    North         East    Units  Estimated Accuracy
 ES0227;SPC AZ E     -   379,190.      175,600.      MT  (+/- 180 meters Scaled)
 ES0227
 ES0227                          SUPERSEDED SURVEY CONTROL
 ES0227
 ES0227  NGVD 29 (??/??/92) 1998.04   (m)         6555.2    (f) COMPUTED    2 0
 ES0227
 ES0227.Superseded values are not recommended for survey control.
 ES0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0227.See file dsdata.txt to determine how the superseded data were derived.
 ES0227
 ES0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD388086(NAD 83)
 ES0227_MARKER: DD = SURVEY DISK
 ES0227_SETTING: 80 = SET IN A BOULDER
 ES0227_SP_SET: BOULDER
 ES0227_STAMPING: M-22 1934
 ES0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0227+STABILITY: SURFACE MOTION
 ES0227
 ES0227  HISTORY     - Date     Condition        Report By
 ES0227  HISTORY     - 1934     MONUMENTED       USGS
 ES0227  HISTORY     - 1934     GOOD             NGS
 ES0227  HISTORY     - 1956     GOOD             USGS
 ES0227
 ES0227                          STATION DESCRIPTION
 ES0227
 ES0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0227'1.7 MI NE FROM HEBER.
 ES0227'ON GLOBE TO HOLBROOK HIWAY AT THE JUNCTION OF THE ROAD TO MCNARRY. 225
 ES0227'FEET SOUTH OF ROAD INTERSECTION 60 FEET SOUTH OF CENTER LINE OF
 ES0227'ROAD.
 ES0227
 ES0227                          STATION RECOVERY (1956)
 ES0227
 ES0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ES0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0203 ***********************************************************************
 ES0203  DESIGNATION -  M 22
 ES0203  PID         -  ES0203
 ES0203  STATE/COUNTY-  AZ/GILA
 ES0203  USGS QUAD   -  WOODS CANYON (1990)
 ES0203
 ES0203                         *CURRENT SURVEY CONTROL
 ES0203  ___________________________________________________________________
 ES0203* NAD 83(1986)-  34 17 10.     (N)    110 56 46.     (W)     SCALED    
 ES0203* NAVD 88     -      1881.574  (meters)    6173.13   (feet)  ADJUSTED  
 ES0203  ___________________________________________________________________
 ES0203  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ES0203  DYNAMIC HT  -        1878.821 (meters)    6164.10  (feet)  COMP
 ES0203  MODELED GRAV-     979,105.8   (mgal)                       NAVD 88
 ES0203
 ES0203  VERT ORDER  -  SECOND    CLASS 0
 ES0203
 ES0203.The horizontal coordinates were scaled from a topographic map and have
 ES0203.an estimated accuracy of +/- 6 seconds.
 ES0203
 ES0203.The orthometric height was determined by differential leveling
 ES0203.and adjusted in June 1991.
 ES0203
 ES0203.The geoid height was determined by GEOID03.
 ES0203
 ES0203.The dynamic height is computed by dividing the NAVD 88
 ES0203.geopotential number by the normal gravity value computed on the
 ES0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0203.degrees latitude (g = 980.6199 gals.).
 ES0203
 ES0203.The modeled gravity was interpolated from observed gravity values.
 ES0203
 ES0203;                    North         East    Units  Estimated Accuracy
 ES0203;SPC AZ E     -   364,660.      141,600.      MT  (+/- 180 meters Scaled)
 ES0203
 ES0203                          SUPERSEDED SURVEY CONTROL
 ES0203
 ES0203  NGVD 29 (??/??/92) 1880.62   (m)         6170.0    (f) COMPUTED    2 0
 ES0203
 ES0203.Superseded values are not recommended for survey control.
 ES0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0203.See file dsdata.txt to determine how the superseded data were derived.
 ES0203
 ES0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC049938(NAD 83)
 ES0203_MARKER: Z = SEE DESCRIPTION
 ES0203_SETTING: 0 = UNSPECIFIED SETTING
 ES0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0203
 ES0203  HISTORY     - Date     Condition        Report By
 ES0203  HISTORY     - UNK      MONUMENTED       USGS
 ES0203  HISTORY     - 1934     GOOD             NGS
 ES0203
 ES0203                          STATION DESCRIPTION
 ES0203
 ES0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0203'33.1 MI NE FROM PAYSON.
 ES0203'PAYSON-HEBER ROAD, 75 FT. NORTH OF ROAD FORKS AT 13 MILE RANCH, 20 FT.
 ES0203'WEST OF CENTER LINE OF ROAD, 5 FT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0217 ***********************************************************************
 DV0217  DESIGNATION -  M 23
 DV0217  PID         -  DV0217
 DV0217  STATE/COUNTY-  AZ/MARICOPA
 DV0217  USGS QUAD   -  PHOENIX (1982)
 DV0217
 DV0217                         *CURRENT SURVEY CONTROL
 DV0217  ___________________________________________________________________
 DV0217* NAD 83(1986)-  33 29 13.     (N)    112 07 31.     (W)     SCALED    
 DV0217* NAVD 88     -       337.29   (+/-2cm)    1106.6    (feet)  VERTCON   
 DV0217  ___________________________________________________________________
 DV0217  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0217
 DV0217.The horizontal coordinates were scaled from a topographic map and have
 DV0217.an estimated accuracy of +/- 6 seconds.
 DV0217
 DV0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0217.The vertical order pertains to the NGVD 29 superseded value.
 DV0217
 DV0217.The geoid height was determined by GEOID03.
 DV0217
 DV0217;                    North         East    Units  Estimated Accuracy
 DV0217;SPC AZ C     -   275,770.      193,970.      MT  (+/- 180 meters Scaled)
 DV0217
 DV0217                          SUPERSEDED SURVEY CONTROL
 DV0217
 DV0217  NGVD 29 (??/??/92)  336.68   (m)         1104.6    (f) COMPUTED    2 0
 DV0217
 DV0217.Superseded values are not recommended for survey control.
 DV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0217.See file dsdata.txt to determine how the superseded data were derived.
 DV0217
 DV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC954058(NAD 83)
 DV0217_MARKER: DB = BENCH MARK DISK
 DV0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0217_STAMPING: M 23 1933
 DV0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0217+STABILITY: SURFACE MOTION
 DV0217
 DV0217  HISTORY     - Date     Condition        Report By
 DV0217  HISTORY     - 1933     MONUMENTED       CGS
 DV0217  HISTORY     - 1949     MARK NOT FOUND   NGS
 DV0217  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0217
 DV0217                          STATION DESCRIPTION
 DV0217
 DV0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0217'4.7 MI NW FROM PHOENIX.
 DV0217'4.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0217'FROM THE UNION STATION AT PHOENIX, MARICOPA COUNTY, 2 MILES NORTHWEST
 DV0217'OF SIX POINTS, 15 FEET SOUTHEAST OF MILEPOST 189, AND 30 FEET
 DV0217'NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M
 DV0217'23 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DV0217
 DV0217                          STATION RECOVERY (2007)
 DV0217
 DV0217'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0217'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0217'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0228 ***********************************************************************
 ES0228  DESIGNATION -  M 23
 ES0228  PID         -  ES0228
 ES0228  STATE/COUNTY-  AZ/NAVAJO
 ES0228  USGS QUAD   -  HEBER (1990)
 ES0228
 ES0228                         *CURRENT SURVEY CONTROL
 ES0228  ___________________________________________________________________
 ES0228* NAD 83(1986)-  34 25 49.     (N)    110 32 51.     (W)     SCALED    
 ES0228* NAVD 88     -      1993.295  (meters)    6539.67   (feet)  ADJUSTED  
 ES0228  ___________________________________________________________________
 ES0228  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0228  DYNAMIC HT  -        1990.349 (meters)    6530.00  (feet)  COMP
 ES0228  MODELED GRAV-     979,086.0   (mgal)                       NAVD 88
 ES0228
 ES0228  VERT ORDER  -  SECOND    CLASS 0
 ES0228
 ES0228.The horizontal coordinates were scaled from a topographic map and have
 ES0228.an estimated accuracy of +/- 6 seconds.
 ES0228
 ES0228.The orthometric height was determined by differential leveling
 ES0228.and adjusted in June 1991.
 ES0228
 ES0228.The geoid height was determined by GEOID03.
 ES0228
 ES0228.The dynamic height is computed by dividing the NAVD 88
 ES0228.geopotential number by the normal gravity value computed on the
 ES0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0228.degrees latitude (g = 980.6199 gals.).
 ES0228
 ES0228.The modeled gravity was interpolated from observed gravity values.
 ES0228
 ES0228;                    North         East    Units  Estimated Accuracy
 ES0228;SPC AZ E     -   380,440.      178,360.      MT  (+/- 180 meters Scaled)
 ES0228
 ES0228                          SUPERSEDED SURVEY CONTROL
 ES0228
 ES0228  NGVD 29 (??/??/92) 1992.32   (m)         6536.5    (f) COMPUTED    2 0
 ES0228
 ES0228.Superseded values are not recommended for survey control.
 ES0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0228.See file dsdata.txt to determine how the superseded data were derived.
 ES0228
 ES0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD415099(NAD 83)
 ES0228_MARKER: DD = SURVEY DISK
 ES0228_SETTING: 66 = SET IN ROCK OUTCROP
 ES0228_SP_SET: STONE LEDGE
 ES0228_STAMPING: M-23 1934
 ES0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0228+STABILITY: POSITION/ELEVATION WELL
 ES0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0228+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 ES0228
 ES0228  HISTORY     - Date     Condition        Report By
 ES0228  HISTORY     - 1934     MONUMENTED       USGS
 ES0228  HISTORY     - 1934     GOOD             NGS
 ES0228  HISTORY     - 20050827 GOOD             EVANS
 ES0228
 ES0228                          STATION DESCRIPTION
 ES0228
 ES0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0228'3.6 MI NE FROM HEBER.
 ES0228'ON GLOBE TO HOLBROOK ROAD AT THE JUNCTION OF A ROAD LEADING TO THE
 ES0228'SOUTH TO A RANCH.  300 FEET EAST OF THE INTERSECTION.  60 FEET NORTH
 ES0228'OF CENTER LINE OF ROAD, SET IN LIME STONE LEDGE ON SOUTH SLOAP OF A
 ES0228'HILL.
 ES0228
 ES0228                          STATION RECOVERY (2005)
 ES0228
 ES0228'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0228'TO REACH THE STATION FROM JUNCTION OF STATE ROUTE STATE ROUTE 260 AND
 ES0228'277 IN HEBER TRAVEL NORTHEAST ALONG
 ES0228'SR 277 FOR 1.8 MILES TO MILE POST 307.6 AND THE STATION ON THE LEFT.
 ES0228' 
 ES0228' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0198 ***********************************************************************
 ES0198  DESIGNATION -  M 23
 ES0198  PID         -  ES0198
 ES0198  STATE/COUNTY-  AZ/GILA
 ES0198  USGS QUAD   -  WOODS CANYON (1990)
 ES0198
 ES0198                         *CURRENT SURVEY CONTROL
 ES0198  ___________________________________________________________________
 ES0198* NAD 83(1986)-  34 18 29.     (N)    110 56 12.     (W)     SCALED    
 ES0198* NAVD 88     -      2160.204  (meters)    7087.27   (feet)  ADJUSTED  
 ES0198  ___________________________________________________________________
 ES0198  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0198  DYNAMIC HT  -        2156.981 (meters)    7076.70  (feet)  COMP
 ES0198  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 ES0198
 ES0198  VERT ORDER  -  SECOND    CLASS 0
 ES0198
 ES0198.The horizontal coordinates were scaled from a topographic map and have
 ES0198.an estimated accuracy of +/- 6 seconds.
 ES0198
 ES0198.The orthometric height was determined by differential leveling
 ES0198.and adjusted in June 1991.
 ES0198
 ES0198.The geoid height was determined by GEOID03.
 ES0198
 ES0198.The dynamic height is computed by dividing the NAVD 88
 ES0198.geopotential number by the normal gravity value computed on the
 ES0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0198.degrees latitude (g = 980.6199 gals.).
 ES0198
 ES0198.The modeled gravity was interpolated from observed gravity values.
 ES0198
 ES0198;                    North         East    Units  Estimated Accuracy
 ES0198;SPC AZ E     -   367,090.      142,490.      MT  (+/- 180 meters Scaled)
 ES0198
 ES0198                          SUPERSEDED SURVEY CONTROL
 ES0198
 ES0198  NGVD 29 (??/??/92) 2159.21   (m)         7084.0    (f) COMPUTED    2 0
 ES0198
 ES0198.Superseded values are not recommended for survey control.
 ES0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0198.See file dsdata.txt to determine how the superseded data were derived.
 ES0198
 ES0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC058963(NAD 83)
 ES0198_MARKER: DD = SURVEY DISK
 ES0198_SETTING: 80 = SET IN A BOULDER
 ES0198_SP_SET: BOULDER
 ES0198_STAMPING: M-23 1933 7084
 ES0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0198+STABILITY: SURFACE MOTION
 ES0198
 ES0198  HISTORY     - Date     Condition        Report By
 ES0198  HISTORY     - 1933     MONUMENTED       USGS
 ES0198  HISTORY     - 1935     GOOD             NGS
 ES0198
 ES0198                          STATION DESCRIPTION
 ES0198
 ES0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0198'63.6 MI SW FROM WINSLOW.
 ES0198'1.9 MI N ALONG ROAD TO PROMOTORY TOWER AND WINSLOW 63.6 MI SW OF
 ES0198'WINSLOW (UNION OIL CO PLANT) 1.3 MI NE OF THE HUNT RANCH HOUSE, ON THE
 ES0198'SOUTHEAST SLOPE OF A HILL, 11 FEET NORTHWEST OF THE CENTERLINE OF THE
 ES0198'ROAD, 7 FEET ABOVE THE ROAD SURFACE AND ABOUT 17 FEET SW OF A LARGE
 ES0198'PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0945 ***********************************************************************
 DV0945  DESIGNATION -  M 24
 DV0945  PID         -  DV0945
 DV0945  STATE/COUNTY-  AZ/MARICOPA
 DV0945  USGS QUAD   -  WICKENBURG (1978)
 DV0945
 DV0945                         *CURRENT SURVEY CONTROL
 DV0945  ___________________________________________________________________
 DV0945* NAD 83(1986)-  33 56 39.     (N)    112 42 32.     (W)     SCALED    
 DV0945* NAVD 88     -       608.258  (meters)    1995.59   (feet)  POSTED    
 DV0945  ___________________________________________________________________
 DV0945  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV0945  DYNAMIC HT  -         607.520 (meters)    1993.17  (feet)  COMP
 DV0945  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 DV0945
 DV0945  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0945
 DV0945.The horizontal coordinates were scaled from a topographic map and have
 DV0945.an estimated accuracy of +/- 6 seconds.
 DV0945
 DV0945.The orthometric height was determined by differential leveling
 DV0945.and adjusted in November 2005.
 DV0945.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0945.was located on a no-check spur therefore a value was not computed.
 DV0945.No vertical observational check was made to the station.
 DV0945
 DV0945.The geoid height was determined by GEOID03.
 DV0945
 DV0945.The dynamic height is computed by dividing the NAVD 88
 DV0945.geopotential number by the normal gravity value computed on the
 DV0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0945.degrees latitude (g = 980.6199 gals.).
 DV0945
 DV0945.The modeled gravity was interpolated from observed gravity values.
 DV0945
 DV0945;                    North         East    Units  Estimated Accuracy
 DV0945;SPC AZ C     -   326,740.      140,130.      MT  (+/- 180 meters Scaled)
 DV0945
 DV0945                          SUPERSEDED SURVEY CONTROL
 DV0945
 DV0945  NGVD 29 (??/??/92)  607.704  (m)         1993.78   (f) ADJ UNCH    2 0
 DV0945
 DV0945.Superseded values are not recommended for survey control.
 DV0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0945.See file dsdata.txt to determine how the superseded data were derived.
 DV0945
 DV0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC420572(NAD 83)
 DV0945_MARKER: DB = BENCH MARK DISK
 DV0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0945_SP_SET: CULVERT
 DV0945_STAMPING: M 24 1933
 DV0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0945
 DV0945  HISTORY     - Date     Condition        Report By
 DV0945  HISTORY     - 1933     MONUMENTED       CGS
 DV0945  HISTORY     - 1939     GOOD             NGS
 DV0945
 DV0945                          STATION DESCRIPTION
 DV0945
 DV0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0945'2.4 MI SE FROM WICKENBURG.
 DV0945'2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0945'FROM WICKENBURG, 1.5 MILES NORTH OF THE SIDING AT ALLAH, 100 FEET EAST
 DV0945'OF MILEPOST 142, AT CULVERT H 143, AND IN THE TOP OF THE SOUTHWEST
 DV0945'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED M 24 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0229 ***********************************************************************
 ES0229  DESIGNATION -  M 24
 ES0229  PID         -  ES0229
 ES0229  STATE/COUNTY-  AZ/NAVAJO
 ES0229  USGS QUAD   -  HEBER (1990)
 ES0229
 ES0229                         *CURRENT SURVEY CONTROL
 ES0229  ___________________________________________________________________
 ES0229* NAD 83(1986)-  34 26 58.     (N)    110 31 34.     (W)     SCALED    
 ES0229* NAVD 88     -      1965.634  (meters)    6448.92   (feet)  ADJUSTED  
 ES0229  ___________________________________________________________________
 ES0229  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ES0229  DYNAMIC HT  -        1962.771 (meters)    6439.52  (feet)  COMP
 ES0229  MODELED GRAV-     979,108.5   (mgal)                       NAVD 88
 ES0229
 ES0229  VERT ORDER  -  SECOND    CLASS 0
 ES0229
 ES0229.The horizontal coordinates were scaled from a topographic map and have
 ES0229.an estimated accuracy of +/- 6 seconds.
 ES0229
 ES0229.The orthometric height was determined by differential leveling
 ES0229.and adjusted in June 1991.
 ES0229
 ES0229.The geoid height was determined by GEOID03.
 ES0229
 ES0229.The dynamic height is computed by dividing the NAVD 88
 ES0229.geopotential number by the normal gravity value computed on the
 ES0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0229.degrees latitude (g = 980.6199 gals.).
 ES0229
 ES0229.The modeled gravity was interpolated from observed gravity values.
 ES0229
 ES0229;                    North         East    Units  Estimated Accuracy
 ES0229;SPC AZ E     -   382,560.      180,330.      MT  (+/- 180 meters Scaled)
 ES0229
 ES0229                          SUPERSEDED SURVEY CONTROL
 ES0229
 ES0229  NGVD 29 (??/??/92) 1964.71   (m)         6445.9    (f) COMPUTED    2 0
 ES0229
 ES0229.Superseded values are not recommended for survey control.
 ES0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0229.See file dsdata.txt to determine how the superseded data were derived.
 ES0229
 ES0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD435120(NAD 83)
 ES0229_MARKER: DD = SURVEY DISK
 ES0229_SETTING: 66 = SET IN ROCK OUTCROP
 ES0229_SP_SET: LIMESTONE OUTCROP
 ES0229_STAMPING: M-24 1934
 ES0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0229+STABILITY: POSITION/ELEVATION WELL
 ES0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0229+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2005
 ES0229
 ES0229  HISTORY     - Date     Condition        Report By
 ES0229  HISTORY     - 1934     MONUMENTED       USGS
 ES0229  HISTORY     - 1934     GOOD             NGS
 ES0229  HISTORY     - 20050904 GOOD             EVANS
 ES0229
 ES0229                          STATION DESCRIPTION
 ES0229
 ES0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0229'5.5 MI NE FROM HEBER.
 ES0229'ON GLOBE TO HOLBROOK ROAD, SET ON NORTH SLOAP OF A HILL IN A WHITE
 ES0229'LIMESTONE OUTCROP.  60 FEET SOUTH OF CENTER LINE OF ROAD.
 ES0229
 ES0229                          STATION RECOVERY (2005)
 ES0229
 ES0229'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0229'FROM THE JUNCTION OF STATE ROUTE 277 AND 260 IN HEBER HEAD NE ON STATE
 ES0229'ROUTE 277 AND TRAVEL 3.6 MILES TO MILE 'POST 309.4 AND THE STATION ON
 ES0229'THE RIGHT.
 ES0229' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0194 ***********************************************************************
 ES0194  DESIGNATION -  M 24
 ES0194  PID         -  ES0194
 ES0194  STATE/COUNTY-  AZ/COCONINO
 ES0194  USGS QUAD   -  WOODS CANYON (1990)
 ES0194
 ES0194                         *CURRENT SURVEY CONTROL
 ES0194  ___________________________________________________________________
 ES0194* NAD 83(1986)-  34 18 46.     (N)    110 55 21.     (W)     SCALED    
 ES0194* NAVD 88     -      2312.025  (meters)    7585.37   (feet)  ADJUSTED  
 ES0194  ___________________________________________________________________
 ES0194  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0194  DYNAMIC HT  -        2308.540 (meters)    7573.94  (feet)  COMP
 ES0194  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 ES0194
 ES0194  VERT ORDER  -  SECOND    CLASS 0
 ES0194
 ES0194.The horizontal coordinates were scaled from a topographic map and have
 ES0194.an estimated accuracy of +/- 6 seconds.
 ES0194
 ES0194.The orthometric height was determined by differential leveling
 ES0194.and adjusted in June 1991.
 ES0194.WARNING-Repeat measurements at this control monument indicate possible
 ES0194.vertical movement.
 ES0194
 ES0194.The geoid height was determined by GEOID03.
 ES0194
 ES0194.The dynamic height is computed by dividing the NAVD 88
 ES0194.geopotential number by the normal gravity value computed on the
 ES0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0194.degrees latitude (g = 980.6199 gals.).
 ES0194
 ES0194.The modeled gravity was interpolated from observed gravity values.
 ES0194
 ES0194;                    North         East    Units  Estimated Accuracy
 ES0194;SPC AZ C     -   367,790.      304,860.      MT  (+/- 180 meters Scaled)
 ES0194
 ES0194                          SUPERSEDED SURVEY CONTROL
 ES0194
 ES0194  NGVD 29 (??/??/92) 2311.01   (m)         7582.0    (f) COMPUTED    2 0
 ES0194
 ES0194.Superseded values are not recommended for survey control.
 ES0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0194.See file dsdata.txt to determine how the superseded data were derived.
 ES0194
 ES0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC071968(NAD 83)
 ES0194_MARKER: DD = SURVEY DISK
 ES0194_SETTING: 80 = SET IN A BOULDER
 ES0194_SP_SET: BOULDER
 ES0194_STAMPING: M-24 1933
 ES0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0194+STABILITY: SURFACE MOTION
 ES0194
 ES0194  HISTORY     - Date     Condition        Report By
 ES0194  HISTORY     - 1933     MONUMENTED       USGS
 ES0194  HISTORY     - 1935     GOOD             NGS
 ES0194
 ES0194                          STATION DESCRIPTION
 ES0194
 ES0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0194'62.6 MI SW FROM WINSLOW.
 ES0194'2.9 MI NORTH AND WEST ALONG ROAD TO PROMOTORY TOWER AND WINSLOW 62.6
 ES0194'MI S.W. OF WINSLOW (UNION OIL CO. PLANT) AT THE JUNCTION OF AN OLD
 ES0194'ROAD BEARING TO THE SW TO GORDON CANYON, 26 FEET N OF THE CENTERLINE
 ES0194'OF THE ROAD, AND SET IN A BOULDER 4 FT X 4 FT BY 2 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1000 ***********************************************************************
 DV1000  DESIGNATION -  M 25
 DV1000  PID         -  DV1000
 DV1000  STATE/COUNTY-  AZ/LA PAZ
 DV1000  USGS QUAD   -  SOCORRO PEAK (1989)
 DV1000
 DV1000                         *CURRENT SURVEY CONTROL
 DV1000  ___________________________________________________________________
 DV1000* NAD 83(1986)-  33 51 53.     (N)    113 25 55.     (W)     SCALED    
 DV1000* NAVD 88     -       616.16   (+/-2cm)    2021.5    (feet)  VERTCON   
 DV1000  ___________________________________________________________________
 DV1000  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1000
 DV1000.The horizontal coordinates were scaled from a topographic map and have
 DV1000.an estimated accuracy of +/- 6 seconds.
 DV1000
 DV1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1000.The vertical order pertains to the NGVD 29 superseded value.
 DV1000
 DV1000.The geoid height was determined by GEOID03.
 DV1000
 DV1000;                    North         East    Units  Estimated Accuracy
 DV1000;SPC AZ W     -   317,710.      242,790.      MT  (+/- 180 meters Scaled)
 DV1000
 DV1000                          SUPERSEDED SURVEY CONTROL
 DV1000
 DV1000  NGVD 29 (??/??/92)  615.467  (m)         2019.24   (f) ADJ UNCH    2 0
 DV1000
 DV1000.Superseded values are not recommended for survey control.
 DV1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1000.See file dsdata.txt to determine how the superseded data were derived.
 DV1000
 DV1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC750498(NAD 83)
 DV1000_MARKER: DB = BENCH MARK DISK
 DV1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1000_STAMPING: M 25 1933
 DV1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1000+STABILITY: SURFACE MOTION
 DV1000
 DV1000  HISTORY     - Date     Condition        Report By
 DV1000  HISTORY     - 1933     MONUMENTED       CGS
 DV1000  HISTORY     - 1934     GOOD             NGS
 DV1000
 DV1000                          STATION DESCRIPTION
 DV1000
 DV1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1000'6.8 MI E FROM WENDEN.
 DV1000'6.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV1000'WENDEN, YUMA COUNTY, 2.0 MILES EAST OF THE SIDING AT LOVE, 30 FEET
 DV1000'NORTH OF MILEPOST 38, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 DV1000'AND 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DV1000'STAMPED M 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0135 ***********************************************************************
 ES0135  DESIGNATION -  M 25
 ES0135  PID         -  ES0135
 ES0135  STATE/COUNTY-  AZ/NAVAJO
 ES0135  USGS QUAD   -  ARIPINE (1990)
 ES0135
 ES0135                         *CURRENT SURVEY CONTROL
 ES0135  ___________________________________________________________________
 ES0135* NAD 83(1986)-  34 29 10.     (N)    110 27 37.     (W)     SCALED    
 ES0135* NAVD 88     -      1916.838  (meters)    6288.83   (feet)  ADJUSTED  
 ES0135  ___________________________________________________________________
 ES0135  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES0135  DYNAMIC HT  -        1914.056 (meters)    6279.70  (feet)  COMP
 ES0135  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 ES0135
 ES0135  VERT ORDER  -  SECOND    CLASS 0
 ES0135
 ES0135.The horizontal coordinates were scaled from a topographic map and have
 ES0135.an estimated accuracy of +/- 6 seconds.
 ES0135
 ES0135.The orthometric height was determined by differential leveling
 ES0135.and adjusted in June 1991.
 ES0135
 ES0135.The geoid height was determined by GEOID03.
 ES0135
 ES0135.The dynamic height is computed by dividing the NAVD 88
 ES0135.geopotential number by the normal gravity value computed on the
 ES0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0135.degrees latitude (g = 980.6199 gals.).
 ES0135
 ES0135.The modeled gravity was interpolated from observed gravity values.
 ES0135
 ES0135;                    North         East    Units  Estimated Accuracy
 ES0135;SPC AZ E     -   386,610.      186,390.      MT  (+/- 180 meters Scaled)
 ES0135
 ES0135                          SUPERSEDED SURVEY CONTROL
 ES0135
 ES0135  NGVD 29 (??/??/92) 1915.917  (m)         6285.80   (f) ADJ UNCH    2 0
 ES0135
 ES0135.Superseded values are not recommended for survey control.
 ES0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0135.See file dsdata.txt to determine how the superseded data were derived.
 ES0135
 ES0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD495161(NAD 83)
 ES0135_MARKER: DB = BENCH MARK DISK
 ES0135_SETTING: 66 = SET IN ROCK OUTCROP
 ES0135_SP_SET: LIMESTONE OUTCROP
 ES0135_STAMPING: M-25 1934
 ES0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0135+STABILITY: POSITION/ELEVATION WELL
 ES0135
 ES0135  HISTORY     - Date     Condition        Report By
 ES0135  HISTORY     - 1934     MONUMENTED       USGS
 ES0135  HISTORY     - 1934     GOOD             NGS
 ES0135  HISTORY     - 1956     GOOD             NGS
 ES0135
 ES0135                          STATION DESCRIPTION
 ES0135
 ES0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0135'10.4 MI NE FROM HEBER.
 ES0135'ON GLOBE TO HOLBROOK ROAD.  ON NORTH SLOAP OF A HILL IN WHITE
 ES0135'LIMESTONE OUTCROP.  25 FEET SOUTH OF THE CENTER LINE OF THE HIWAY.
 ES0135
 ES0135                          STATION RECOVERY (1956)
 ES0135
 ES0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0302 ***********************************************************************
 GR0302  DESIGNATION -  M 253
 GR0302  PID         -  GR0302
 GR0302  STATE/COUNTY-  AZ/MOHAVE
 GR0302  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0302
 GR0302                         *CURRENT SURVEY CONTROL
 GR0302  ___________________________________________________________________
 GR0302* NAD 83(1986)-  36 00 46.     (N)    114 07 30.     (W)     SCALED    
 GR0302* NAVD 88     -       361.430  (meters)    1185.79   (feet)  POSTED    
 GR0302  ___________________________________________________________________
 GR0302  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR0302  DYNAMIC HT  -         361.060 (meters)    1184.58  (feet)  COMP
 GR0302  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 GR0302
 GR0302  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0302
 GR0302.The horizontal coordinates were scaled from a topographic map and have
 GR0302.an estimated accuracy of +/- 6 seconds.
 GR0302
 GR0302.The orthometric height was determined by differential leveling
 GR0302.and adjusted by the  in 1992.
 GR0302.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0302.was located on a no-check spur therefore a value was not computed.
 GR0302.No vertical observational check was made to the station.
 GR0302
 GR0302.The geoid height was determined by GEOID03.
 GR0302
 GR0302.The dynamic height is computed by dividing the NAVD 88
 GR0302.geopotential number by the normal gravity value computed on the
 GR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0302.degrees latitude (g = 980.6199 gals.).
 GR0302
 GR0302.The modeled gravity was interpolated from observed gravity values.
 GR0302
 GR0302;                    North         East    Units  Estimated Accuracy
 GR0302;SPC AZ W     -   556,010.      179,560.      MT  (+/- 180 meters Scaled)
 GR0302
 GR0302                          SUPERSEDED SURVEY CONTROL
 GR0302
 GR0302  NGVD 29 (??/??/92)  360.803  (m)         1183.73   (f) ADJ UNCH    1 1
 GR0302
 GR0302.Superseded values are not recommended for survey control.
 GR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0302.See file dsdata.txt to determine how the superseded data were derived.
 GR0302
 GR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV591891(NAD 83)
 GR0302_MARKER: DB = BENCH MARK DISK
 GR0302_SETTING: 80 = SET IN A BOULDER
 GR0302_SP_SET: BOULDER
 GR0302_STAMPING: M 253 1940
 GR0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0302+STABILITY: SURFACE MOTION
 GR0302
 GR0302  HISTORY     - Date     Condition        Report By
 GR0302  HISTORY     - 1940     MONUMENTED       CGS
 GR0302  HISTORY     - 1950     GOOD             NGS
 GR0302  HISTORY     - 1964     MARK NOT FOUND   NGS
 GR0302
 GR0302                          STATION DESCRIPTION
 GR0302
 GR0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0302'IN MOUTH OF HUALPAI WASH.
 GR0302'AT THE MOUTH OF HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, AT THE
 GR0302'WEST EDGE OF THE WASH, IN THE TOP OF A BOULDER PROJECTING ABOUT 3 FEET
 GR0302'ABOVE THE GROUND, 130 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT
 GR0302'LEVEL WITH THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 GR0302'NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK WITH NEGATIVE RESULTS.
 GR0302'MARK MAY HAVE BEEN WASHED AWAY OR BURIED.
 GR0302
 GR0302                          STATION RECOVERY (1964)
 GR0302
 GR0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GR0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0369 ***********************************************************************
 FS0369  DESIGNATION -  M 254
 FS0369  PID         -  FS0369
 FS0369  STATE/COUNTY-  AZ/MOHAVE
 FS0369  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0369
 FS0369                         *CURRENT SURVEY CONTROL
 FS0369  ___________________________________________________________________
 FS0369* NAD 83(2007)-  35 35 14.07379(N)    114 16 44.07038(W)     ADJUSTED  
 FS0369* NAVD 88     -      1014.524  (meters)    3328.48   (feet)  POSTED    
 FS0369  ___________________________________________________________________
 FS0369  EPOCH DATE  -        2007.00
 FS0369  X           -  -2,135,492.776 (meters)                     COMP
 FS0369  Y           -  -4,734,238.117 (meters)                     COMP
 FS0369  Z           -   3,691,618.084 (meters)                     COMP
 FS0369  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 FS0369  ELLIP HEIGHT-         986.442 (meters)          (03/02/09) ADJUSTED
 FS0369  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FS0369  DYNAMIC HT  -        1013.360 (meters)    3324.67  (feet)  COMP
 FS0369  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 FS0369
 FS0369  HORZ ORDER  -  A
 FS0369  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0369  ELLP ORDER  -  FOURTH    CLASS I
 FS0369
 FS0369.The horizontal coordinates were established by GPS observations
 FS0369.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS0369
 FS0369.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0369.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0369.The horizontal coordinates are valid at the epoch date displayed above.
 FS0369.The epoch date for horizontal control is a decimal equivalence
 FS0369.of Year/Month/Day.
 FS0369
 FS0369.The orthometric height was determined by differential leveling
 FS0369.and adjusted by the  in 1992.
 FS0369.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0369.rate of 0.0 thru 1.0 mm/km.
 FS0369
 FS0369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0369
 FS0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0369
 FS0369.The ellipsoidal height was determined by GPS observations
 FS0369.and is referenced to NAD 83.
 FS0369
 FS0369.The geoid height was determined by GEOID03.
 FS0369
 FS0369.The dynamic height is computed by dividing the NAVD 88
 FS0369.geopotential number by the normal gravity value computed on the
 FS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0369.degrees latitude (g = 980.6199 gals.).
 FS0369
 FS0369.The modeled gravity was interpolated from observed gravity values.
 FS0369
 FS0369;                    North         East     Units Scale Factor Converg.
 FS0369;SPC AZ W     -   508,865.620   165,427.377   MT  0.99996164   -0 18 28.1
 FS0369;SPC AZ W     - 1,669,506.63    542,740.74   iFT  0.99996164   -0 18 28.1
 FS0369;UTM  11      - 3,941,577.701   746,547.256   MT  1.00034913   +1 35 03.5
 FS0369
 FS0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0369!SPC AZ W     -   0.99984520  x   0.99996164  =   0.99980684
 FS0369!UTM  11      -   0.99984520  x   1.00034913  =   1.00019427
 FS0369
 FS0369                          SUPERSEDED SURVEY CONTROL
 FS0369
 FS0369  NAVD 88 (03/02/09) 1014.52   (m)         3328.5    (f) LEVELING    3  
 FS0369  NGVD 29 (??/??/92) 1013.745  (m)         3325.93   (f) ADJ UNCH    1 1
 FS0369
 FS0369.Superseded values are not recommended for survey control.
 FS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0369.See file dsdata.txt to determine how the superseded data were derived.
 FS0369
 FS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4654741578(NAD 83)
 FS0369_MARKER: DB = BENCH MARK DISK
 FS0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0369_STAMPING: M 254 1941
 FS0369_MARK LOGO: CGS   
 FS0369_PROJECTION: PROJECTING 20 CENTIMETERS
 FS0369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0369+STABILITY: SURFACE MOTION
 FS0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0369+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 FS0369
 FS0369  HISTORY     - Date     Condition        Report By
 FS0369  HISTORY     - 1941     MONUMENTED       CGS
 FS0369  HISTORY     - 1950     GOOD             NGS
 FS0369  HISTORY     - 1978     GOOD             LOCSUR
 FS0369  HISTORY     - 19870112 GOOD             USPSQD
 FS0369  HISTORY     - 20050424 GOOD             INDIV
 FS0369  HISTORY     - 20081114 GOOD             GEOANA
 FS0369
 FS0369                          STATION DESCRIPTION
 FS0369
 FS0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0369'16.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0369'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0369'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 5.8 MILES
 FS0369'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.45 MILE
 FS0369'SOUTHWEST OF THE AREJAY BAR RANCHHOUSE, ABOUT 40 YARDS NORTH OF
 FS0369'THE APPROXIMATE CENTER OF A WASH, 83 FEET NORTHWEST OF THE CENTER
 FS0369'LINE OF THE ROAD, 38.7 FEET NORTHWEST OF A WIRE FENCE, 3.5 FEET
 FS0369'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 FS0369'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 FS0369'GROUND.
 FS0369
 FS0369                          STATION RECOVERY (1978)
 FS0369
 FS0369'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0369'RECOVERED IN GOOD CONDITION.
 FS0369
 FS0369                          STATION RECOVERY (1987)
 FS0369
 FS0369'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0369'RECOVERED IN GOOD CONDITION.
 FS0369
 FS0369                          STATION RECOVERY (2005)
 FS0369
 FS0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 FS0369'DGPS SINGLE FREQUENCY POST PROCESSED PR AND CP POSITION IS-  NAD 83
 FS0369'(2002.0)  35 35 14.08 +/- 0.01 SEC N   114 16 44.08 +/- 0.05 SEC W
 FS0369' 
 FS0369'SUPPLEMENTAL DESCRIPTION -  PIERCE FERRY RD, A PAVED TWO LANE ROAD, IS
 FS0369'29.2 MILES NW ALONG US93 FROM THE INTERSECTION OF US93 AND I40.  MARK
 FS0369'IS 5.8 MILES NE ALONG PIERCE FERRY RD.  NO WIRE FENCE.  MARK IS
 FS0369'APPROXIMATELY 327 FEET SW OF THE SW CORNER OF THE DOLAN SPRINGS POST
 FS0369'OFFICE.
 FS0369
 FS0369                          STATION RECOVERY (2008)
 FS0369
 FS0369'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0369'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0551 ***********************************************************************
 ET0551  DESIGNATION -  M 255
 ET0551  PID         -  ET0551
 ET0551  STATE/COUNTY-  AZ/YAVAPAI
 ET0551  USGS QUAD   -  SIMMONS (1979)
 ET0551
 ET0551                         *CURRENT SURVEY CONTROL
 ET0551  ___________________________________________________________________
 ET0551* NAD 83(1986)-  34 51 55.     (N)    112 39 00.     (W)     SCALED    
 ET0551* NAVD 88     -      1395.849  (meters)    4579.55   (feet)  POSTED    
 ET0551  ___________________________________________________________________
 ET0551  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 ET0551  DYNAMIC HT  -        1394.020 (meters)    4573.55  (feet)  COMP
 ET0551  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 ET0551
 ET0551  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0551
 ET0551.The horizontal coordinates were scaled from a topographic map and have
 ET0551.an estimated accuracy of +/- 6 seconds.
 ET0551
 ET0551.The orthometric height was determined by differential leveling
 ET0551.and adjusted in November 2005.
 ET0551.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0551.rate of 0.0 thru 1.0 mm/km.
 ET0551
 ET0551.The geoid height was determined by GEOID03.
 ET0551
 ET0551.The dynamic height is computed by dividing the NAVD 88
 ET0551.geopotential number by the normal gravity value computed on the
 ET0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0551.degrees latitude (g = 980.6199 gals.).
 ET0551
 ET0551.The modeled gravity was interpolated from observed gravity values.
 ET0551
 ET0551;                    North         East    Units  Estimated Accuracy
 ET0551;SPC AZ C     -   428,880.      146,310.      MT  (+/- 180 meters Scaled)
 ET0551
 ET0551                          SUPERSEDED SURVEY CONTROL
 ET0551
 ET0551  NGVD 29 (??/??/92) 1395.048  (m)         4576.92   (f) ADJ UNCH    2 0
 ET0551
 ET0551.Superseded values are not recommended for survey control.
 ET0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0551.See file dsdata.txt to determine how the superseded data were derived.
 ET0551
 ET0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD491593(NAD 83)
 ET0551_MARKER: DB = BENCH MARK DISK
 ET0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0551_STAMPING: M 255 1941
 ET0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0551+STABILITY: SURFACE MOTION
 ET0551
 ET0551  HISTORY     - Date     Condition        Report By
 ET0551  HISTORY     - 1941     MONUMENTED       CGS
 ET0551  HISTORY     - 1974     GOOD             USGS
 ET0551
 ET0551                          STATION DESCRIPTION
 ET0551
 ET0551'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0551'5.1 MI NW FROM SIMMONS.
 ET0551'4.1 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0551'VALLEY WASH AT SIMMONS, TO ROAD JUNCTION AND CATTLE GUARD, THENCE 1.0
 ET0551'MI NE ALONG ROAD TO POINT ON ROAD BETWEEN TWO SHARP CURVES.  230 FT S
 ET0551'OF THE CENTER LINE OF THE ROAD, 66 FT S OF THE SOUTH EDGE OF A WASH,
 ET0551'27 FT S OF THE CENTER LINE OF AN OLD DIRT ROAD, 33 FT W OF AN 2 1/2
 ET0551'FOOT CEDAR TREE, 3 FT E OF A WOODEN WITNESS POST.  A STANDARD USC AND
 ET0551'GS DISK STAMPED M 255 1941 AND SET IN THE TOP OF A CONCRETE POST
 ET0551'PROJECTING 0.6 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0571 ***********************************************************************
 ET0571  DESIGNATION -  M 256
 ET0571  PID         -  ET0571
 ET0571  STATE/COUNTY-  AZ/YAVAPAI
 ET0571  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0571
 ET0571                         *CURRENT SURVEY CONTROL
 ET0571  ___________________________________________________________________
 ET0571* NAD 83(1986)-  34 54 27.     (N)    112 43 34.     (W)     SCALED    
 ET0571* NAVD 88     -      1460.11   (+/-2cm)    4790.4    (feet)  VERTCON   
 ET0571  ___________________________________________________________________
 ET0571  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0571
 ET0571.The horizontal coordinates were scaled from a topographic map and have
 ET0571.an estimated accuracy of +/- 6 seconds.
 ET0571
 ET0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0571.The vertical order pertains to the NGVD 29 superseded value.
 ET0571
 ET0571.The geoid height was determined by GEOID03.
 ET0571
 ET0571;                    North         East    Units  Estimated Accuracy
 ET0571;SPC AZ C     -   433,610.      139,390.      MT  (+/- 180 meters Scaled)
 ET0571
 ET0571                          SUPERSEDED SURVEY CONTROL
 ET0571
 ET0571  NGVD 29 (??/??/92) 1459.228  (m)         4787.48   (f) ADJ UNCH    2 0
 ET0571
 ET0571.Superseded values are not recommended for survey control.
 ET0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0571.See file dsdata.txt to determine how the superseded data were derived.
 ET0571
 ET0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD423641(NAD 83)
 ET0571_MARKER: DB = BENCH MARK DISK
 ET0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0571_STAMPING: M 256 1941
 ET0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0571+STABILITY: SURFACE MOTION
 ET0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0571+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0571
 ET0571  HISTORY     - Date     Condition        Report By
 ET0571  HISTORY     - 1941     MONUMENTED       CGS
 ET0571  HISTORY     - 1974     GOOD             USGS
 ET0571  HISTORY     - 20080823 GOOD             GEOCAC
 ET0571
 ET0571                          STATION DESCRIPTION
 ET0571
 ET0571'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0571'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 ET0571'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 ET0571'7.0 MILES SOUTHEAST ALONG THE ROAD TO SIMMONS, 0.1 MILE EAST OF A
 ET0571'CURVE, AT THE NORTH SLOPE OF A RIDGE, 135 FEET SOUTH OF THE SOUTH BANK
 ET0571'OF A WASH, 92 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 2.6 FEET
 ET0571'LOWER THAN THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0571'ABOUT 0.6 FT. ABOVE GROUND, A STANDARD C AND GS TABLET STAMPED M 256
 ET0571'1941.
 ET0571
 ET0571                          STATION RECOVERY (2008)
 ET0571
 ET0571'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0279 ***********************************************************************
 FR0279  DESIGNATION -  M 257
 FR0279  PID         -  FR0279
 FR0279  STATE/COUNTY-  AZ/YAVAPAI
 FR0279  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0279
 FR0279                         *CURRENT SURVEY CONTROL
 FR0279  ___________________________________________________________________
 FR0279* NAD 83(1986)-  35 01 20.     (N)    112 48 27.     (W)     SCALED    
 FR0279* NAVD 88     -      1592.74   (+/-2cm)    5225.5    (feet)  VERTCON   
 FR0279  ___________________________________________________________________
 FR0279  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FR0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0279
 FR0279.The horizontal coordinates were scaled from a topographic map and have
 FR0279.an estimated accuracy of +/- 6 seconds.
 FR0279
 FR0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0279.The vertical order pertains to the NGVD 29 superseded value.
 FR0279
 FR0279.The geoid height was determined by GEOID03.
 FR0279
 FR0279;                    North         East    Units  Estimated Accuracy
 FR0279;SPC AZ C     -   446,400.      132,070.      MT  (+/- 180 meters Scaled)
 FR0279
 FR0279                          SUPERSEDED SURVEY CONTROL
 FR0279
 FR0279  NGVD 29 (??/??/92) 1591.799  (m)         5222.43   (f) ADJ UNCH    2 0
 FR0279
 FR0279.Superseded values are not recommended for survey control.
 FR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0279.See file dsdata.txt to determine how the superseded data were derived.
 FR0279
 FR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD350770(NAD 83)
 FR0279_MARKER: DB = BENCH MARK DISK
 FR0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0279_STAMPING: M 257 1941
 FR0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0279+STABILITY: SURFACE MOTION
 FR0279
 FR0279  HISTORY     - Date     Condition        Report By
 FR0279  HISTORY     - 1941     MONUMENTED       CGS
 FR0279  HISTORY     - 1973     POOR             USGS
 FR0279
 FR0279                          STATION DESCRIPTION
 FR0279
 FR0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0279'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0279'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0279'YAVAPAI COUNTY, THENCE ABOUT 6.9 MILES NORTH ALONG THE ROAD LEADING TO
 FR0279'SELIGMAN, ABOUT 1.1 MILES NORTH OF A POLE CORRAL AND ROAD LEADING WEST
 FR0279'TO CIENEGA RANCH, ABOUT 250 FEET SOUTH OF THE CROSSING OF A WASH, 48
 FR0279'FEET SOUTH OF THE SOUTH BANK OF THE WASH, 45 FEET EAST OF THE CENTER
 FR0279'LINE OF THE ROAD, 18 FEET SOUTHWEST OF A LARGE CEDAR TREE, 2.8 FEET
 FR0279'NORTH OF A WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. A
 FR0279'STANDARD DISK, STAMPED M 257 1941 AND SET IN THE TOP OF A CONCRETE
 FR0279'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 FR0279
 FR0279                          STATION RECOVERY (1973)
 FR0279
 FR0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0279'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0213 ***********************************************************************
 DV0213  DESIGNATION -  M 258
 DV0213  PID         -  DV0213
 DV0213  STATE/COUNTY-  AZ/MARICOPA
 DV0213  USGS QUAD   -  GLENDALE (1982)
 DV0213
 DV0213                         *CURRENT SURVEY CONTROL
 DV0213  ___________________________________________________________________
 DV0213* NAD 83(1986)-  33 36 27.     (N)    112 11 09.     (W)     SCALED    
 DV0213* NAVD 88     -       372.26   (+/-2cm)    1221.3    (feet)  VERTCON   
 DV0213  ___________________________________________________________________
 DV0213  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0213  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0213
 DV0213.The horizontal coordinates were scaled from a topographic map and have
 DV0213.an estimated accuracy of +/- 6 seconds.
 DV0213
 DV0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0213.The vertical order pertains to the NGVD 29 superseded value.
 DV0213
 DV0213.The geoid height was determined by GEOID03.
 DV0213
 DV0213;                    North         East    Units  Estimated Accuracy
 DV0213;SPC AZ C     -   289,160.      188,380.      MT  (+/- 180 meters Scaled)
 DV0213
 DV0213                          SUPERSEDED SURVEY CONTROL
 DV0213
 DV0213  NGVD 29 (??/??/92)  371.708  (m)         1219.51   (f) ADJ UNCH    1 2
 DV0213
 DV0213.Superseded values are not recommended for survey control.
 DV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0213.See file dsdata.txt to determine how the superseded data were derived.
 DV0213
 DV0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899192(NAD 83)
 DV0213_MARKER: DD = SURVEY DISK
 DV0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0213_SP_SET: CANAL GATE
 DV0213_STAMPING: M 258 1945
 DV0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0213
 DV0213  HISTORY     - Date     Condition        Report By
 DV0213  HISTORY     - 1945     MONUMENTED       BOR
 DV0213  HISTORY     - 1948     GOOD             NGS
 DV0213  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 DV0213
 DV0213                          STATION DESCRIPTION
 DV0213
 DV0213'DESCRIBED BY US BUREAU OF RECLAMATION 1945
 DV0213'1.2 MI S FROM THUNDERBIRD NO 1 AIRPORT.
 DV0213'1.2 MILES SOUTH ALONG LATERAL NO. 18 FROM THE MAIN GATE AT THUNDERBIRD
 DV0213'NO. 1 AIRPORT, SET AT THE CROSSING OF THE ROAD AND ARIZONA CANAL, IN
 DV0213'THE SOUTHEAST CORNER OF THE SOUTH GATE FOR CANAL LEADING SOUTH FROM
 DV0213'MAIN CANAL, 26 FEET WEST OF CENTER-LINE OF MAIN ROAD, 12 FEET NORTH OF
 DV0213'CENTER-LINE OF ROAD PARALLELING CANAL, 11.5 FEET WEST OF SOUTHWEST
 DV0213'CORNER OF BRIDGE, A U.S. RECLAMATION SERVICE BENCH MARK DISK. THE DISK
 DV0213'WAS STAMPED M 258 1945.
 DV0213
 DV0213                          STATION RECOVERY (1948)
 DV0213
 DV0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0213'RECOVERED IN GOOD CONDITION.
 DV0213
 DV0213                          STATION RECOVERY (2003)
 DV0213
 DV0213'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DV0213'MARK NOT FOUND. NEW BRIDGE BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0774 ***********************************************************************
 DU0774  DESIGNATION -  M 259
 DU0774  PID         -  DU0774
 DU0774  STATE/COUNTY-  AZ/MARICOPA
 DU0774  USGS QUAD   -  HIGLEY (1981)
 DU0774
 DU0774                         *CURRENT SURVEY CONTROL
 DU0774  ___________________________________________________________________
 DU0774* NAD 83(1986)-  33 18 25.     (N)    111 41 05.     (W)     SCALED    
 DU0774* NAVD 88     -       405.55   (+/-2cm)    1330.5    (feet)  VERTCON   
 DU0774  ___________________________________________________________________
 DU0774  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0774
 DU0774.The horizontal coordinates were scaled from a topographic map and have
 DU0774.an estimated accuracy of +/- 6 seconds.
 DU0774
 DU0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0774.The vertical order pertains to the NGVD 29 superseded value.
 DU0774
 DU0774.The geoid height was determined by GEOID03.
 DU0774
 DU0774;                    North         East    Units  Estimated Accuracy
 DU0774;SPC AZ C     -   255,810.      234,960.      MT  (+/- 180 meters Scaled)
 DU0774
 DU0774                          SUPERSEDED SURVEY CONTROL
 DU0774
 DU0774  NGVD 29 (??/??/92)  405.049  (m)         1328.90   (f) ADJ UNCH    1 2
 DU0774
 DU0774.Superseded values are not recommended for survey control.
 DU0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0774.See file dsdata.txt to determine how the superseded data were derived.
 DU0774
 DU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB362855(NAD 83)
 DU0774_MARKER: DB = BENCH MARK DISK
 DU0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0774_STAMPING: M 259 1945
 DU0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0774+STABILITY: SURFACE MOTION
 DU0774
 DU0774  HISTORY     - Date     Condition        Report By
 DU0774  HISTORY     - 1945     MONUMENTED       CGS
 DU0774  HISTORY     - 1948     GOOD             NGS
 DU0774  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU0774  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DU0774  HISTORY     - 20080327 MARK NOT FOUND   GEOCAC
 DU0774
 DU0774                          STATION DESCRIPTION
 DU0774
 DU0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0774'IN WILLIAMS A F B.
 DU0774'AT WILLIAMS A.F.B., MARICOPA COUNTY, 125 FEET WEST OF THE MAIN GATE,
 DU0774'OPPOSITE THE POST IDENTIFICATION OFFICE (BUILDING T-90), 38 FEET NORTH
 DU0774'OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF AN AUTOMOBILE-PARKING
 DU0774'STRIP, AND 1.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE
 DU0774'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 DU0774
 DU0774                          STATION RECOVERY (1967)
 DU0774
 DU0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0774'MARK NOT FOUND.
 DU0774
 DU0774                          STATION RECOVERY (2002)
 DU0774
 DU0774'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0774'SEARCHED FOR NOT FOUND
 DU0774
 DU0774                          STATION RECOVERY (2008)
 DU0774
 DU0774'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0190 ***********************************************************************
 ES0190  DESIGNATION -  M 26
 ES0190  PID         -  ES0190
 ES0190  STATE/COUNTY-  AZ/COCONINO
 ES0190  USGS QUAD   -  WOODS CANYON (1990)
 ES0190
 ES0190                         *CURRENT SURVEY CONTROL
 ES0190  ___________________________________________________________________
 ES0190* NAD 83(1986)-  34 20 38.     (N)    110 58 34.     (W)     SCALED    
 ES0190* NAVD 88     -      2308.116  (meters)    7572.54   (feet)  ADJUSTED  
 ES0190  ___________________________________________________________________
 ES0190  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 ES0190  DYNAMIC HT  -        2304.609 (meters)    7561.04  (feet)  COMP
 ES0190  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 ES0190
 ES0190  VERT ORDER  -  SECOND    CLASS 0
 ES0190
 ES0190.The horizontal coordinates were scaled from a topographic map and have
 ES0190.an estimated accuracy of +/- 6 seconds.
 ES0190
 ES0190.The orthometric height was determined by differential leveling
 ES0190.and adjusted in June 1991.
 ES0190
 ES0190.The geoid height was determined by GEOID03.
 ES0190
 ES0190.The dynamic height is computed by dividing the NAVD 88
 ES0190.geopotential number by the normal gravity value computed on the
 ES0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0190.degrees latitude (g = 980.6199 gals.).
 ES0190
 ES0190.The modeled gravity was interpolated from observed gravity values.
 ES0190
 ES0190;                    North         East    Units  Estimated Accuracy
 ES0190;SPC AZ C     -   371,200.      299,890.      MT  (+/- 180 meters Scaled)
 ES0190
 ES0190                          SUPERSEDED SURVEY CONTROL
 ES0190
 ES0190  NGVD 29 (??/??/92) 2307.057  (m)         7569.07   (f) ADJ UNCH    2 0
 ES0190
 ES0190.Superseded values are not recommended for survey control.
 ES0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0190.See file dsdata.txt to determine how the superseded data were derived.
 ES0190
 ES0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD021002(NAD 83)
 ES0190_MARKER: DD = SURVEY DISK
 ES0190_SETTING: 66 = SET IN ROCK OUTCROP
 ES0190_SP_SET: ROCK OUTCROP
 ES0190_STAMPING: M-26 1933 7569
 ES0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0190+STABILITY: POSITION/ELEVATION WELL
 ES0190
 ES0190  HISTORY     - Date     Condition        Report By
 ES0190  HISTORY     - 1933     MONUMENTED       USGS
 ES0190  HISTORY     - 1935     GOOD             NGS
 ES0190
 ES0190                          STATION DESCRIPTION
 ES0190
 ES0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0190'58.5 MI SW FROM WINSLOW.
 ES0190'3.5 MI SW ALONG ROAD TO 13 RANCH 58.5 MI S.W. OF WINSLOW (UNION OIL CO
 ES0190'PLANT) ABOUT 45 FEET NE OF THE EDGE OF THE CLEARING, 32 FEET NW OF THE
 ES0190'CENTERLINE OF THE ROAD, 14 FEET NE OF A LARGE PINE TREE (PAINTED USBM)
 ES0190'AND ABOUT 4 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0023 ***********************************************************************
 ES0023  DESIGNATION -  M 26
 ES0023  PID         -  ES0023
 ES0023  STATE/COUNTY-  AZ/NAVAJO
 ES0023  USGS QUAD   -  ZENIFF (1971)
 ES0023
 ES0023                         *CURRENT SURVEY CONTROL
 ES0023  ___________________________________________________________________
 ES0023* NAD 83(1986)-  34 30 56.     (N)    110 26 19.     (W)     SCALED    
 ES0023* NAVD 88     -      1876.705  (meters)    6157.16   (feet)  ADJUSTED  
 ES0023  ___________________________________________________________________
 ES0023  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES0023  DYNAMIC HT  -        1874.000 (meters)    6148.28  (feet)  COMP
 ES0023  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 ES0023
 ES0023  VERT ORDER  -  SECOND    CLASS 0
 ES0023
 ES0023.The horizontal coordinates were scaled from a topographic map and have
 ES0023.an estimated accuracy of +/- 6 seconds.
 ES0023
 ES0023.The orthometric height was determined by differential leveling
 ES0023.and adjusted in June 1991.
 ES0023
 ES0023.The geoid height was determined by GEOID03.
 ES0023
 ES0023.The dynamic height is computed by dividing the NAVD 88
 ES0023.geopotential number by the normal gravity value computed on the
 ES0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0023.degrees latitude (g = 980.6199 gals.).
 ES0023
 ES0023.The modeled gravity was interpolated from observed gravity values.
 ES0023
 ES0023;                    North         East    Units  Estimated Accuracy
 ES0023;SPC AZ E     -   389,870.      188,390.      MT  (+/- 180 meters Scaled)
 ES0023
 ES0023                          SUPERSEDED SURVEY CONTROL
 ES0023
 ES0023  NGVD 29 (??/??/92) 1875.800  (m)         6154.19   (f) ADJ UNCH    2 0
 ES0023
 ES0023.Superseded values are not recommended for survey control.
 ES0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0023.See file dsdata.txt to determine how the superseded data were derived.
 ES0023
 ES0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD515194(NAD 83)
 ES0023_MARKER: DB = BENCH MARK DISK
 ES0023_SETTING: 80 = SET IN A BOULDER
 ES0023_SP_SET: BOULDER
 ES0023_STAMPING: M-26 1934
 ES0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0023+STABILITY: SURFACE MOTION
 ES0023
 ES0023  HISTORY     - Date     Condition        Report By
 ES0023  HISTORY     - 1934     MONUMENTED       USGS
 ES0023  HISTORY     - 1934     GOOD             NGS
 ES0023
 ES0023                          STATION DESCRIPTION
 ES0023
 ES0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0023'12.7 MI NE FROM HEBER.
 ES0023'ON GLOBE TO HOLBROOK HIWAY.  15 FEET NORTH OF HIWAY SET IN TOP OF A
 ES0023'BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0339 ***********************************************************************
 ET0339  DESIGNATION -  M 26
 ET0339  PID         -  ET0339
 ET0339  STATE/COUNTY-  AZ/YAVAPAI
 ET0339  USGS QUAD   -  BISMARCK MESA (1969)
 ET0339
 ET0339                         *CURRENT SURVEY CONTROL
 ET0339  ___________________________________________________________________
 ET0339* NAD 83(1986)-  34 25 21.     (N)    112 48 52.     (W)     SCALED    
 ET0339* NAVD 88     -      1255.805  (meters)    4120.09   (feet)  POSTED    
 ET0339  ___________________________________________________________________
 ET0339  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 ET0339  DYNAMIC HT  -        1254.180 (meters)    4114.76  (feet)  COMP
 ET0339  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 ET0339
 ET0339  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0339
 ET0339.The horizontal coordinates were scaled from a topographic map and have
 ET0339.an estimated accuracy of +/- 6 seconds.
 ET0339
 ET0339.The orthometric height was determined by differential leveling
 ET0339.and adjusted in November 2005.
 ET0339.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0339.was located on a no-check spur therefore a value was not computed.
 ET0339.No vertical observational check was made to the station.
 ET0339
 ET0339.The geoid height was determined by GEOID03.
 ET0339
 ET0339.The dynamic height is computed by dividing the NAVD 88
 ET0339.geopotential number by the normal gravity value computed on the
 ET0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0339.degrees latitude (g = 980.6199 gals.).
 ET0339
 ET0339.The modeled gravity was interpolated from observed gravity values.
 ET0339
 ET0339;                    North         East    Units  Estimated Accuracy
 ET0339;SPC AZ C     -   379,880.      130,840.      MT  (+/- 180 meters Scaled)
 ET0339
 ET0339                          SUPERSEDED SURVEY CONTROL
 ET0339
 ET0339  NGVD 29 (??/??/92) 1255.028  (m)         4117.54   (f) ADJ UNCH    1 2
 ET0339
 ET0339.Superseded values are not recommended for survey control.
 ET0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0339.See file dsdata.txt to determine how the superseded data were derived.
 ET0339
 ET0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD332104(NAD 83)
 ET0339_MARKER: DB = BENCH MARK DISK
 ET0339_SETTING: 80 = SET IN A BOULDER
 ET0339_SP_SET: BOULDER
 ET0339_STAMPING: M 26 1933
 ET0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0339+STABILITY: SURFACE MOTION
 ET0339
 ET0339  HISTORY     - Date     Condition        Report By
 ET0339  HISTORY     - 1933     MONUMENTED       CGS
 ET0339  HISTORY     - 1950     GOOD             NGS
 ET0339  HISTORY     - 1969     MARK NOT FOUND   USGS
 ET0339
 ET0339                          STATION DESCRIPTION
 ET0339
 ET0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0339'7.9 MI W FROM KIRKLAND.
 ET0339'7.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0339'THE STATION AT KIRKLAND, 34 1/2 RAILS NORTHWEST OF MILEPOST 94, 18 1/4
 ET0339'RAILS SOUTHEAST OF CONCRETE PIPE CULVERT NO. C 94, IN THE TOP OF A
 ET0339'BLACK BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 44.6 FEET SOUTHWEST
 ET0339'OF THE SOUTHWEST RAIL, 21 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 1
 ET0339'FOOT HIGHER THAN THE TRACK.
 ET0339
 ET0339                          STATION RECOVERY (1969)
 ET0339
 ET0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0362 ***********************************************************************
 CZ0362  DESIGNATION -  M 260
 CZ0362  PID         -  CZ0362
 CZ0362  STATE/COUNTY-  AZ/PINAL
 CZ0362  USGS QUAD   -  RED ROCK (1993)
 CZ0362
 CZ0362                         *CURRENT SURVEY CONTROL
 CZ0362  ___________________________________________________________________
 CZ0362* NAD 83(1986)-  32 30 53.     (N)    111 16 24.     (W)     SCALED    
 CZ0362* NAVD 88     -       592.385  (meters)    1943.52   (feet)  ADJUSTED  
 CZ0362  ___________________________________________________________________
 CZ0362  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0362  DYNAMIC HT  -         591.611 (meters)    1940.98  (feet)  COMP
 CZ0362  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 CZ0362
 CZ0362  VERT ORDER  -  FIRST     CLASS II
 CZ0362
 CZ0362.The horizontal coordinates were scaled from a topographic map and have
 CZ0362.an estimated accuracy of +/- 6 seconds.
 CZ0362
 CZ0362.The orthometric height was determined by differential leveling
 CZ0362.and adjusted in June 1991.
 CZ0362
 CZ0362.The geoid height was determined by GEOID03.
 CZ0362
 CZ0362.The dynamic height is computed by dividing the NAVD 88
 CZ0362.geopotential number by the normal gravity value computed on the
 CZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0362.degrees latitude (g = 980.6199 gals.).
 CZ0362
 CZ0362.The modeled gravity was interpolated from observed gravity values.
 CZ0362
 CZ0362;                    North         East    Units  Estimated Accuracy
 CZ0362;SPC AZ C     -   168,120.      273,800.      MT  (+/- 180 meters Scaled)
 CZ0362
 CZ0362                          SUPERSEDED SURVEY CONTROL
 CZ0362
 CZ0362  NGVD 29 (??/??/92)  591.908  (m)         1941.95   (f) ADJ UNCH    1 2
 CZ0362
 CZ0362.Superseded values are not recommended for survey control.
 CZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0362.See file dsdata.txt to determine how the superseded data were derived.
 CZ0362
 CZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA743975(NAD 83)
 CZ0362_MARKER: DD = SURVEY DISK
 CZ0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0362_SP_SET: CULVERT
 CZ0362_STAMPING: M 260 1945
 CZ0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0362+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 CZ0362
 CZ0362  HISTORY     - Date     Condition        Report By
 CZ0362  HISTORY     - 1945     MONUMENTED       AZHD
 CZ0362  HISTORY     - 1960     GOOD             NGS
 CZ0362  HISTORY     - 1977     GOOD             USGS
 CZ0362  HISTORY     - 1980     GOOD             NGS
 CZ0362  HISTORY     - 20060410 GOOD             GEOCAC
 CZ0362
 CZ0362                          STATION DESCRIPTION
 CZ0362
 CZ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0362'5.2 MI NW FROM MARANA.
 CZ0362'IN PINAL COUNTY, 5.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO.
 CZ0362'RAILROAD AND STATE HIGHWAY 84 FROM THE POST OFFICE AT MARANA, PIMA
 CZ0362'COUNTY, 5.2 MILES SOUTHEAST OF THE STATION AT RED ROCK, PINAL COUNTY,
 CZ0362'AT RAILROAD MILEAGE 956.70, 115 FEET NORTHEAST OF THE CENTERLINE OF
 CZ0362'NEW STATE HIGHWAY 84, AT A 24-INCH CORRUGATED-METAL PIPE CULVERT UNDER
 CZ0362'OLD STATE HIGHWAY 84, IN THE CENTER OF THE TOP OF THE NORTHEAST
 CZ0362'HEADWALL, 15.5 FEET NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 CZ0362'AND ABOUT 1/2 FOOT HIGHER THAN THE OLD HIGHWAY.  AN ARIZONA STATE
 CZ0362'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED M 260 1945.
 CZ0362
 CZ0362                          STATION RECOVERY (1977)
 CZ0362
 CZ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0362'IN PINAL COUNTY, 5.2 MI NW. ALONG THE S.P. CO. RR. AND FRONTAGE RD.
 CZ0362'FROM THE POST OFFICE AT MARANA, PIMA COUNTY. 5.2 MI SE. OF THE S.P.
 CZ0362'RR. SIDING AT RED ROCK, PINAL COUNTY. AT RR. MILEAGE 956.70, 115 FT
 CZ0362'NE. OF THE CENTERLINE OF THE FRONTAGE RD., AT A 24-INCH CORRUGATED
 CZ0362'METAL PIPE CULVERT UNDER FRONTAGE RD., IN THE CENTER OF THE TOP OF
 CZ0362'THE NE. HEADWALL, 15.5 FT NE. OF THE CENTERLINE OF THE FRONTAGE RD.,
 CZ0362'ABOUT 1/2 FT HIGHER THAN THE FRONTAGE RD. STD. DISK STAMPED M 260
 CZ0362'1945.
 CZ0362
 CZ0362                          STATION RECOVERY (1980)
 CZ0362
 CZ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0362'43.9 KILOMETERS (27.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0362'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3
 CZ0362'MILE) NORTHWEST OF RAILROAD MILE POST 957, AT A 0.6 METER (2 FEET)
 CZ0362'PIPE CULVERT UNDER A FRONTAGE ROAD (OLD U.S. HIGHWAY 84) IN TOP
 CZ0362'OF THE NORTHEAST HEADWALL 1.25 METERS (4 FEET) NORTHWEST OF THE
 CZ0362'SOUTHEAST END, 36.5 METERS (119.7 FEET) SOUTHWEST OF THE SOUTHWEST
 CZ0362'RAIL, 4.75 METERS (15.6 FEET) NORTHEAST OF THE CENTERLINE OF THE
 CZ0362'ROAD.
 CZ0362'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0362
 CZ0362                          STATION RECOVERY (2006)
 CZ0362
 CZ0362'RECOVERY NOTE BY GEOCACHING 2006 (JRB)
 CZ0362'RECOVERED IN GOOD CONDITION. TO REACH THE STATION FROM THE MARANA
 CZ0362'INTERCHANGE OF INTERSTATE HIGHWAY 1O, FOLLOW THE FRONTAGE ROAD
 CZ0362'NORTHWEST FOR APPROXIMATELY 5.0 MILES TO THE STATION ON THE RIGHT.
 CZ0362'LOCATED IN THE TOP OF THE CENTER OF A CULVERT UNDER THE FRONTAGE ROAD.
 CZ0362' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0146 ***********************************************************************
 CF0146  DESIGNATION -  M 261
 CF0146  PID         -  CF0146
 CF0146  STATE/COUNTY-  AZ/COCHISE
 CF0146  USGS QUAD   -  DOUGLAS (1978)
 CF0146
 CF0146                         *CURRENT SURVEY CONTROL
 CF0146  ___________________________________________________________________
 CF0146* NAD 83(1986)-  31 20 40.     (N)    109 32 12.     (W)     SCALED    
 CF0146* NAVD 88     -      1231.050  (meters)    4038.87   (feet)  ADJUSTED  
 CF0146  ___________________________________________________________________
 CF0146  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0146  DYNAMIC HT  -        1229.133 (meters)    4032.58  (feet)  COMP
 CF0146  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 CF0146
 CF0146  VERT ORDER  -  FIRST     CLASS II
 CF0146
 CF0146.The horizontal coordinates were scaled from a topographic map and have
 CF0146.an estimated accuracy of +/- 6 seconds.
 CF0146
 CF0146.The orthometric height was determined by differential leveling
 CF0146.and adjusted in June 1991.
 CF0146
 CF0146.The geoid height was determined by GEOID03.
 CF0146
 CF0146.The dynamic height is computed by dividing the NAVD 88
 CF0146.geopotential number by the normal gravity value computed on the
 CF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0146.degrees latitude (g = 980.6199 gals.).
 CF0146
 CF0146.The modeled gravity was interpolated from observed gravity values.
 CF0146
 CF0146;                    North         East    Units  Estimated Accuracy
 CF0146;SPC AZ E     -    38,360.      273,310.      MT  (+/- 180 meters Scaled)
 CF0146
 CF0146                          SUPERSEDED SURVEY CONTROL
 CF0146
 CF0146  NGVD 29 (??/??/92) 1230.218  (m)         4036.14   (f) ADJ UNCH    1 2
 CF0146
 CF0146.Superseded values are not recommended for survey control.
 CF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0146.See file dsdata.txt to determine how the superseded data were derived.
 CF0146
 CF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV392687(NAD 83)
 CF0146_MARKER: DB = BENCH MARK DISK
 CF0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0146_STAMPING: M 261 1945
 CF0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0146+STABILITY: SURFACE MOTION
 CF0146
 CF0146  HISTORY     - Date     Condition        Report By
 CF0146  HISTORY     - 1945     MONUMENTED       CGS
 CF0146  HISTORY     - 1980     GOOD             NGS
 CF0146  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CF0146
 CF0146                          STATION DESCRIPTION
 CF0146
 CF0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CF0146'IN DOUGLAS.
 CF0146'0.9 MILE EAST ALONG 10TH STREET FROM THE POST OFFICE AT DOUGLAS, SET
 CF0146'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 10TH STREET AND FLORIDA
 CF0146'AVENUE BETWEEN THE CURB AND THE SIDEWALK, 23.0 FEET WEST OF THE WEST
 CF0146'CURB OF FLORIDA AVENUE, 8.5 FEET NORTH OF THE NORTH EDGE OF THE
 CF0146'SIDEWALK, 1.0 FOOT SOUTH OF THE NORTH EDGE OF THE SOUTH CURB OF 10TH
 CF0146'STREET, 1.6 FEET WEST OF WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE
 CF0146'THE GROUND.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 CF0146'POST POURED IN THE FIELD.
 CF0146
 CF0146                          STATION RECOVERY (1980)
 CF0146
 CF0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0146'RECOVERED IN GOOD CONDITION.
 CF0146
 CF0146                          STATION RECOVERY (1998)
 CF0146
 CF0146'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0015 ***********************************************************************
 FR0015  DESIGNATION -  M 262
 FR0015  PID         -  FR0015
 FR0015  STATE/COUNTY-  AZ/COCONINO
 FR0015  USGS QUAD   -  VALLE TANK (1989)
 FR0015
 FR0015                         *CURRENT SURVEY CONTROL
 FR0015  ___________________________________________________________________
 FR0015* NAD 83(1986)-  35 38 48.     (N)    112 09 27.     (W)     SCALED    
 FR0015* NAVD 88     -      1817.533  (meters)    5963.02   (feet)  POSTED    
 FR0015  ___________________________________________________________________
 FR0015  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FR0015  DYNAMIC HT  -        1815.130 (meters)    5955.14  (feet)  COMP
 FR0015  MODELED GRAV-     979,245.0   (mgal)                       NAVD 88
 FR0015
 FR0015  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0015
 FR0015.The horizontal coordinates were scaled from a topographic map and have
 FR0015.an estimated accuracy of +/- 6 seconds.
 FR0015
 FR0015.The orthometric height was determined by differential leveling
 FR0015.and adjusted by the  in 1992.
 FR0015.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0015.was located on a no-check spur therefore a value was not computed.
 FR0015.No vertical observational check was made to the station.
 FR0015
 FR0015.The geoid height was determined by GEOID03.
 FR0015
 FR0015.The dynamic height is computed by dividing the NAVD 88
 FR0015.geopotential number by the normal gravity value computed on the
 FR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0015.degrees latitude (g = 980.6199 gals.).
 FR0015
 FR0015.The modeled gravity was interpolated from observed gravity values.
 FR0015
 FR0015;                    North         East    Units  Estimated Accuracy
 FR0015;SPC AZ C     -   515,340.      191,550.      MT  (+/- 180 meters Scaled)
 FR0015
 FR0015                          SUPERSEDED SURVEY CONTROL
 FR0015
 FR0015  NGVD 29 (??/??/92) 1816.658  (m)         5960.15   (f) ADJ UNCH    2 0
 FR0015
 FR0015.Superseded values are not recommended for survey control.
 FR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0015.See file dsdata.txt to determine how the superseded data were derived.
 FR0015
 FR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE952453(NAD 83)
 FR0015_MARKER: DB = BENCH MARK DISK
 FR0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0015_STAMPING: M 262 1945
 FR0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0015+STABILITY: SURFACE MOTION
 FR0015
 FR0015  HISTORY     - Date     Condition        Report By
 FR0015  HISTORY     - 1945     MONUMENTED       CGS
 FR0015
 FR0015                          STATION DESCRIPTION
 FR0015
 FR0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FR0015'1.6 MI W FROM VALLE AIRPORT.
 FR0015'ABOUT 1.6 MILES WEST ALONG A COUNTY ROAD FROM THE AIRWAY BEACON AT
 FR0015'VALLE AIRPORT, COCONINO COUNTY, ABOUT 0.2 MILE NORTH OF THE NORTH END
 FR0015'OF A CURVE WITH TANGENTS LEADING EAST AND NORTH, ABOUT 0.15 MILE NORTH
 FR0015'OF A CULVERT WITH STONE HEAD WALLS, WEST ACROSS THE ROAD FROM THE WEST
 FR0015'FENCE OF THE AIRPORT, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 14
 FR0015'FEET SOUTHEAST OF A 24 INCH TREE WITH A TRIANGULAR BLAZE ON THE EAST
 FR0015'SIDE AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FR0015'DISK, STAMPED M 262 1945 AND SET IN THE TOP OF A CONCRETE POST
 FR0015'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0714 ***********************************************************************
 DV0714  DESIGNATION -  M 264
 DV0714  PID         -  DV0714
 DV0714  STATE/COUNTY-  AZ/MARICOPA
 DV0714  USGS QUAD   -  VALENCIA (1982)
 DV0714
 DV0714                         *CURRENT SURVEY CONTROL
 DV0714  ___________________________________________________________________
 DV0714* NAD 83(1986)-  33 26 09.     (N)    112 34 24.     (W)     SCALED    
 DV0714* NAVD 88     -       329.591  (meters)    1081.33   (feet)  ADJUSTED  
 DV0714  ___________________________________________________________________
 DV0714  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0714  DYNAMIC HT  -         329.214 (meters)    1080.10  (feet)  COMP
 DV0714  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DV0714
 DV0714  VERT ORDER  -  FIRST     CLASS II
 DV0714
 DV0714.The horizontal coordinates were scaled from a topographic map and have
 DV0714.an estimated accuracy of +/- 6 seconds.
 DV0714
 DV0714.The orthometric height was determined by differential leveling
 DV0714.and adjusted in June 1991.
 DV0714
 DV0714.The geoid height was determined by GEOID03.
 DV0714
 DV0714.The dynamic height is computed by dividing the NAVD 88
 DV0714.geopotential number by the normal gravity value computed on the
 DV0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0714.degrees latitude (g = 980.6199 gals.).
 DV0714
 DV0714.The modeled gravity was interpolated from observed gravity values.
 DV0714
 DV0714;                    North         East    Units  Estimated Accuracy
 DV0714;SPC AZ C     -   270,280.      152,300.      MT  (+/- 180 meters Scaled)
 DV0714
 DV0714                          SUPERSEDED SURVEY CONTROL
 DV0714
 DV0714  NGVD 29 (??/??/92)  328.948  (m)         1079.22   (f) ADJ UNCH    1 2
 DV0714
 DV0714.Superseded values are not recommended for survey control.
 DV0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0714.See file dsdata.txt to determine how the superseded data were derived.
 DV0714
 DV0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC537007(NAD 83)
 DV0714_MARKER: DB = BENCH MARK DISK
 DV0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0714_STAMPING: M 264 1947
 DV0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0714+STABILITY: SURFACE MOTION
 DV0714
 DV0714  HISTORY     - Date     Condition        Report By
 DV0714  HISTORY     - 1947     MONUMENTED       CGS
 DV0714  HISTORY     - 1967     GOOD             NGS
 DV0714  HISTORY     - 1981     GOOD             NGS
 DV0714  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0714
 DV0714                          STATION DESCRIPTION
 DV0714
 DV0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0714'5.1 MI NE FROM BUCKEYE.
 DV0714'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0714'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 1.0 MILE
 DV0714'EAST ALONG YUMA ROAD, IN S 9, T 1 N, R 3 W, 39 FEET NORTH OF THE
 DV0714'CENTER LINE OF THE ROAD, 72 FEET EAST OF POWER POLE NUMBER 17-11, 2.0
 DV0714'FEET NORTH OF A METAL WITNESS POST, IN THE CENTER OF A 6-FOOT CIRCLE
 DV0714'THAT IS BANDED BY A 4-FOOT CIRCLE OF ROCKS THAT ARE PAINTED BLACK,
 DV0714'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DV0714'CONCRETE POST PROJECTING 6 INCHES.
 DV0714
 DV0714                          STATION RECOVERY (1981)
 DV0714
 DV0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0714'RECOVERED IN GOOD CONDITION.
 DV0714
 DV0714                          STATION RECOVERY (2006)
 DV0714
 DV0714'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0714'THE DESCRIBED AREA HAS BEEN DEVELOPED AS RESIDENTIAL PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0102 ***********************************************************************
 DV0102  DESIGNATION -  M 265
 DV0102  PID         -  DV0102
 DV0102  STATE/COUNTY-  AZ/MARICOPA
 DV0102  USGS QUAD   -  WADDELL (1975)
 DV0102
 DV0102                         *CURRENT SURVEY CONTROL
 DV0102  ___________________________________________________________________
 DV0102* NAD 83(1986)-  33 35 41.     (N)    112 28 04.     (W)     SCALED    
 DV0102* NAVD 88     -       404.859  (meters)    1328.27   (feet)  ADJUSTED  
 DV0102  ___________________________________________________________________
 DV0102  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0102  DYNAMIC HT  -         404.389 (meters)    1326.73  (feet)  COMP
 DV0102  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 DV0102
 DV0102  VERT ORDER  -  FIRST     CLASS II
 DV0102
 DV0102.The horizontal coordinates were scaled from a topographic map and have
 DV0102.an estimated accuracy of +/- 6 seconds.
 DV0102
 DV0102.The orthometric height was determined by differential leveling
 DV0102.and adjusted in June 1991.
 DV0102
 DV0102.The geoid height was determined by GEOID03.
 DV0102
 DV0102.The dynamic height is computed by dividing the NAVD 88
 DV0102.geopotential number by the normal gravity value computed on the
 DV0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0102.degrees latitude (g = 980.6199 gals.).
 DV0102
 DV0102.The modeled gravity was interpolated from observed gravity values.
 DV0102
 DV0102;                    North         East    Units  Estimated Accuracy
 DV0102;SPC AZ C     -   287,840.      162,210.      MT  (+/- 180 meters Scaled)
 DV0102
 DV0102                          SUPERSEDED SURVEY CONTROL
 DV0102
 DV0102  NGVD 29 (??/??/92)  404.715  (m)         1327.80   (f) ADJ UNCH    1 2
 DV0102
 DV0102.Superseded values are not recommended for survey control.
 DV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0102.See file dsdata.txt to determine how the superseded data were derived.
 DV0102
 DV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC638181(NAD 83)
 DV0102_MARKER: DB = BENCH MARK DISK
 DV0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0102_SP_SET: FOUNDATION
 DV0102_STAMPING: M 265 1948
 DV0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0102+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2008
 DV0102
 DV0102  HISTORY     - Date     Condition        Report By
 DV0102  HISTORY     - 1948     MONUMENTED       CGS
 DV0102  HISTORY     - 1967     GOOD             NGS
 DV0102  HISTORY     - 1981     GOOD             NGS
 DV0102  HISTORY     - 20080801 GOOD             SURPGS
 DV0102
 DV0102                          STATION DESCRIPTION
 DV0102
 DV0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0102'14.75 MI W FROM EL MIRAGE.
 DV0102'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0102'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 7.75 MILES
 DV0102'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0102'BEARDSLEY CANAL, IN SECTION 21, T 3 N, R 2 W, 20 FEET SOUTHEAST OF THE
 DV0102'CENTER OF THE JUNCTION OF CANAL ROAD AND WEST CACTUS ROAD, 16 FEET
 DV0102'EAST OF THE CENTER LINE OF CANAL ROAD, SET IN THE TOP OF THE EAST END
 DV0102'OF THE NORTH PORTION OF THE CONCRETE FOUNDATION FOR FLOODGATE NUMBER
 DV0102'7, 25 FEET EAST AND ACROSS THE ROAD FROM THE EAST END OF A CONCRETE
 DV0102'WALKWAY OVER THE CANAL, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 DV0102'ROADS.
 DV0102
 DV0102                          STATION RECOVERY (1981)
 DV0102
 DV0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0102'RECOVERED IN GOOD CONDITION.
 DV0102
 DV0102                          STATION RECOVERY (2008)
 DV0102
 DV0102'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 DV0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0072 ***********************************************************************
 DV0072  DESIGNATION -  M 266
 DV0072  PID         -  DV0072
 DV0072  STATE/COUNTY-  AZ/MARICOPA
 DV0072  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0072
 DV0072                         *CURRENT SURVEY CONTROL
 DV0072  ___________________________________________________________________
 DV0072* NAD 83(1986)-  33 43 00.     (N)    112 17 17.     (W)     SCALED    
 DV0072* NAVD 88     -       382.625  (meters)    1255.33   (feet)  ADJUSTED  
 DV0072  ___________________________________________________________________
 DV0072  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV0072  DYNAMIC HT  -         382.183 (meters)    1253.88  (feet)  COMP
 DV0072  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV0072
 DV0072  VERT ORDER  -  FIRST     CLASS II
 DV0072
 DV0072.The horizontal coordinates were scaled from a topographic map and have
 DV0072.an estimated accuracy of +/- 6 seconds.
 DV0072
 DV0072.The orthometric height was determined by differential leveling
 DV0072.and adjusted in June 1991.
 DV0072
 DV0072.The geoid height was determined by GEOID03.
 DV0072
 DV0072.The dynamic height is computed by dividing the NAVD 88
 DV0072.geopotential number by the normal gravity value computed on the
 DV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0072.degrees latitude (g = 980.6199 gals.).
 DV0072
 DV0072.The modeled gravity was interpolated from observed gravity values.
 DV0072
 DV0072;                    North         East    Units  Estimated Accuracy
 DV0072;SPC AZ C     -   301,290.      178,940.      MT  (+/- 180 meters Scaled)
 DV0072
 DV0072                          SUPERSEDED SURVEY CONTROL
 DV0072
 DV0072  NGVD 29 (??/??/92)  381.999  (m)         1253.28   (f) ADJ UNCH    1 2
 DV0072
 DV0072.Superseded values are not recommended for survey control.
 DV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0072.See file dsdata.txt to determine how the superseded data were derived.
 DV0072
 DV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC806314(NAD 83)
 DV0072_MARKER: DB = BENCH MARK DISK
 DV0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0072_STAMPING: M 266 1948
 DV0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0072+STABILITY: SURFACE MOTION
 DV0072
 DV0072  HISTORY     - Date     Condition        Report By
 DV0072  HISTORY     - 1948     MONUMENTED       CGS
 DV0072  HISTORY     - 1967     GOOD             NGS
 DV0072  HISTORY     - 1981     GOOD             NGS
 DV0072
 DV0072                          STATION DESCRIPTION
 DV0072
 DV0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0072'8.0 MI N FROM SUN CITY.
 DV0072'ABOUT 6.25 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0072'CITY, THENCE 1.75 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 7, T 4
 DV0072'N, R 1 E, 0.6 MILE NORTH OF A SET OF RANCH BUILDINGS, 0.4 MILE SOUTH
 DV0072'OF THE JUNCTION OF THE ROAD AND A GRAVELED ROAD, 134 YARDS EAST OF A
 DV0072'ROW OF POWER POLES, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0
 DV0072'FEET SOUTH OF A 4- X 4-INCH WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 DV0072'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DV0072'PROJECTS 5 INCHES.
 DV0072
 DV0072                          STATION RECOVERY (1981)
 DV0072
 DV0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0033 ***********************************************************************
 DV0033  DESIGNATION -  M 267
 DV0033  PID         -  DV0033
 DV0033  STATE/COUNTY-  AZ/MARICOPA
 DV0033  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0033
 DV0033                         *CURRENT SURVEY CONTROL
 DV0033  ___________________________________________________________________
 DV0033* NAD 83(1986)-  33 34 29.     (N)    112 05 59.     (W)     SCALED    
 DV0033* NAVD 88     -       377.41   (+/-2cm)    1238.2    (feet)  VERTCON   
 DV0033  ___________________________________________________________________
 DV0033  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0033  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0033
 DV0033.The horizontal coordinates were scaled from a topographic map and have
 DV0033.an estimated accuracy of +/- 6 seconds.
 DV0033
 DV0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0033.The vertical order pertains to the NGVD 29 superseded value.
 DV0033
 DV0033.The geoid height was determined by GEOID03.
 DV0033
 DV0033;                    North         East    Units  Estimated Accuracy
 DV0033;SPC AZ C     -   285,500.      196,370.      MT  (+/- 180 meters Scaled)
 DV0033
 DV0033                          SUPERSEDED SURVEY CONTROL
 DV0033
 DV0033  NGVD 29 (??/??/92)  376.870  (m)         1236.45   (f) ADJ UNCH    1 2
 DV0033
 DV0033.Superseded values are not recommended for survey control.
 DV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0033.See file dsdata.txt to determine how the superseded data were derived.
 DV0033
 DV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979155(NAD 83)
 DV0033_MARKER: DB = BENCH MARK DISK
 DV0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0033_STAMPING: M 267 1948
 DV0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0033+STABILITY: SURFACE MOTION
 DV0033
 DV0033  HISTORY     - Date     Condition        Report By
 DV0033  HISTORY     - 1948     MONUMENTED       CGS
 DV0033  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV0033
 DV0033                          STATION DESCRIPTION
 DV0033
 DV0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0033'IN PARADISE AIRPORT.
 DV0033'AT PARADISE AIRPORT, AT THE SOUTHEAST CORNER OF THE AIRPORT, ABOUT 0.2
 DV0033'MILE NORTH OF THE ARIZONA CANAL, 68.2 FEET NORTH OF THE SOUTHEAST
 DV0033'CORNER OF THE AIRPORT, 34.2 FEET WEST OF THE CENTER LINE OF NINETEENTH
 DV0033'AVENUE, 5.4 FEET WEST OF A POWER POLE, 1.1 FEET EAST OF A NORTH-SOUTH
 DV0033'FENCE, 2.1 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 DV0033'THE AVENUE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0033'NOTE-- PARADISE AIRPORT HAS BEEN ABANDONED.  IT IS BELIEVED THAT A
 DV0033'SEWER LINE NOW GOES THROUGH THE SPOT WHERE THE MARK SHOULD HAVE BEEN.
 DV0033
 DV0033                          STATION RECOVERY (1963)
 DV0033
 DV0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1091 ***********************************************************************
 DU1091  DESIGNATION -  M 268
 DU1091  PID         -  DU1091
 DU1091  STATE/COUNTY-  AZ/MARICOPA
 DU1091  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1091
 DU1091                         *CURRENT SURVEY CONTROL
 DU1091  ___________________________________________________________________
 DU1091* NAD 83(1986)-  33 32 09.     (N)    111 54 52.     (W)     SCALED    
 DU1091* NAVD 88     -       391.41   (+/-2cm)    1284.2    (feet)  VERTCON   
 DU1091  ___________________________________________________________________
 DU1091  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1091  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1091
 DU1091.The horizontal coordinates were scaled from a topographic map and have
 DU1091.an estimated accuracy of +/- 6 seconds.
 DU1091
 DU1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1091.The vertical order pertains to the NGVD 29 superseded value.
 DU1091
 DU1091.The geoid height was determined by GEOID03.
 DU1091
 DU1091;                    North         East    Units  Estimated Accuracy
 DU1091;SPC AZ C     -   281,170.      213,570.      MT  (+/- 180 meters Scaled)
 DU1091
 DU1091                          SUPERSEDED SURVEY CONTROL
 DU1091
 DU1091  NGVD 29 (??/??/92)  390.903  (m)         1282.49   (f) ADJ UNCH    1 2
 DU1091
 DU1091.Superseded values are not recommended for survey control.
 DU1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1091.See file dsdata.txt to determine how the superseded data were derived.
 DU1091
 DU1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC150110(NAD 83)
 DU1091_MARKER: DD = SURVEY DISK
 DU1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1091_SP_SET: STRUCTURE
 DU1091_STAMPING: M 268
 DU1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1091
 DU1091  HISTORY     - Date     Condition        Report By
 DU1091  HISTORY     - UNK      MONUMENTED       BOR
 DU1091  HISTORY     - 1967     GOOD             NGS
 DU1091  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1091
 DU1091                          STATION DESCRIPTION
 DU1091
 DU1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1091'4.0 MI NE FROM SCOTTSDALE.
 DU1091'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1091'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 0.9
 DU1091'MILE NORTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1091'ARIZONA CANAL, IN SECTION 11, T 2 N, R 5 E, AT A 4 CHANNEL FLOODGATE
 DU1091'THAT IS LOCATED AT THE JUNCTION OF THE ARIZONA CANAL AND THE INDIAN
 DU1091'BEND WASTEWAY WHICH LEADS SOUTH, 9 FEET SOUTH OF THE CENTER LINE OF
 DU1091'THE DIRT ROAD ALONG THE CANAL, A U.S. RECLAMATION SERVICE DISK SET IN
 DU1091'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF THE
 DU1091'CONCRETE STRUCTURE FOR THE INDIAN BEND WASTEWAY WHICH PASSES BENEATH
 DU1091'THE ROAD, 35 1/2 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 DU1091'CORNER OF A CONCRETE CONTROL BUILDING AT THE WEST SIDE OF THE
 DU1091'FLOODGATE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 DU1091
 DU1091                          STATION RECOVERY (1981)
 DU1091
 DU1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1091'BELIEVED DESTROYED WHEN NEW SPILLWAYS WERE BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0648 ***********************************************************************
 DU0648  DESIGNATION -  M 269
 DU0648  PID         -  DU0648
 DU0648  STATE/COUNTY-  AZ/MARICOPA
 DU0648  USGS QUAD   -  BUCKHORN (1982)
 DU0648
 DU0648                         *CURRENT SURVEY CONTROL
 DU0648  ___________________________________________________________________
 DU0648* NAD 83(1986)-  33 27 18.     (N)    111 43 56.     (W)     SCALED    
 DU0648* NAVD 88     -       417.87   (+/-2cm)    1371.0    (feet)  VERTCON   
 DU0648  ___________________________________________________________________
 DU0648  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU0648  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0648
 DU0648.This mark is at Falcon Field Airport (FFZ)
 DU0648
 DU0648.The horizontal coordinates were scaled from a topographic map and have
 DU0648.an estimated accuracy of +/- 6 seconds.
 DU0648
 DU0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0648.The vertical order pertains to the NGVD 29 superseded value.
 DU0648
 DU0648.The geoid height was determined by GEOID03.
 DU0648
 DU0648;                    North         East    Units  Estimated Accuracy
 DU0648;SPC AZ C     -   272,230.      230,510.      MT  (+/- 180 meters Scaled)
 DU0648
 DU0648                          SUPERSEDED SURVEY CONTROL
 DU0648
 DU0648  NGVD 29 (??/??/92)  417.320  (m)         1369.16   (f) ADJ UNCH    1 2
 DU0648
 DU0648.Superseded values are not recommended for survey control.
 DU0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0648.See file dsdata.txt to determine how the superseded data were derived.
 DU0648
 DU0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC319019(NAD 83)
 DU0648_MARKER: DB = BENCH MARK DISK
 DU0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0648_STAMPING: M 269 1948
 DU0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0648+STABILITY: SURFACE MOTION
 DU0648
 DU0648  HISTORY     - Date     Condition        Report By
 DU0648  HISTORY     - 1948     MONUMENTED       CGS
 DU0648  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0648  HISTORY     - 19951217 MARK NOT FOUND   CHANCE
 DU0648
 DU0648                          STATION DESCRIPTION
 DU0648
 DU0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0648'IN FALCON AIRPORT.
 DU0648'AT THE MAIN ENTRANCE TO THE AIRPORT, 138.0 FEET EAST OF THE CENTER
 DU0648'LINE OF THE MAIN DRIVEWAY LEADING TO THE AIRPORT, 39.4 FEET NORTH OF
 DU0648'THE CENTER LINE OF AN EAST-WEST DIRT ROAD PARALLELLING THE SOUTH SIDE
 DU0648'OF THE AIRPORT BOUNDARY, 18.0 FEET NORTH OF A CORNER FENCE POST, 3.6
 DU0648'FEET WEST OF A BOARD FENCE, 1.7 FEET NORTH OF A WHITE WOODEN WITNESS
 DU0648'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0648
 DU0648                          STATION RECOVERY (1981)
 DU0648
 DU0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0648'MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0648
 DU0648                          STATION RECOVERY (1995)
 DU0648
 DU0648'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU0648'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 DU0648'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0024 ***********************************************************************
 ES0024  DESIGNATION -  M 27
 ES0024  PID         -  ES0024
 ES0024  STATE/COUNTY-  AZ/NAVAJO
 ES0024  USGS QUAD   -  ZENIFF (1971)
 ES0024
 ES0024                         *CURRENT SURVEY CONTROL
 ES0024  ___________________________________________________________________
 ES0024* NAD 83(1986)-  34 32 22.     (N)    110 25 32.     (W)     SCALED    
 ES0024* NAVD 88     -      1847.741  (meters)    6062.13   (feet)  ADJUSTED  
 ES0024  ___________________________________________________________________
 ES0024  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ES0024  DYNAMIC HT  -        1845.089 (meters)    6053.43  (feet)  COMP
 ES0024  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 ES0024
 ES0024  VERT ORDER  -  SECOND    CLASS 0
 ES0024
 ES0024.The horizontal coordinates were scaled from a topographic map and have
 ES0024.an estimated accuracy of +/- 6 seconds.
 ES0024
 ES0024.The orthometric height was determined by differential leveling
 ES0024.and adjusted in June 1991.
 ES0024
 ES0024.The geoid height was determined by GEOID03.
 ES0024
 ES0024.The dynamic height is computed by dividing the NAVD 88
 ES0024.geopotential number by the normal gravity value computed on the
 ES0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0024.degrees latitude (g = 980.6199 gals.).
 ES0024
 ES0024.The modeled gravity was interpolated from observed gravity values.
 ES0024
 ES0024;                    North         East    Units  Estimated Accuracy
 ES0024;SPC AZ E     -   392,520.      189,600.      MT  (+/- 180 meters Scaled)
 ES0024
 ES0024                          SUPERSEDED SURVEY CONTROL
 ES0024
 ES0024  NGVD 29 (??/??/92) 1846.846  (m)         6059.19   (f) ADJ UNCH    2 0
 ES0024
 ES0024.Superseded values are not recommended for survey control.
 ES0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0024.See file dsdata.txt to determine how the superseded data were derived.
 ES0024
 ES0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD527221(NAD 83)
 ES0024_MARKER: DB = BENCH MARK DISK
 ES0024_SETTING: 80 = SET IN A BOULDER
 ES0024_SP_SET: BOULDER
 ES0024_STAMPING: M-27 1934
 ES0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0024+STABILITY: SURFACE MOTION
 ES0024
 ES0024  HISTORY     - Date     Condition        Report By
 ES0024  HISTORY     - 1934     MONUMENTED       USGS
 ES0024  HISTORY     - 1934     GOOD             NGS
 ES0024
 ES0024                          STATION DESCRIPTION
 ES0024
 ES0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0024'14.6 MI NE FROM HEBER.
 ES0024'ON GLOBE TO HOLBROOK HIWAY.  AT STEEL CATTLE GUARD.  220 FEET WEST OF
 ES0024'CATTLE GUARD.  45 FEET NORTH OF CENTER LINE OF HIWAY.  SET IN BURIED
 ES0024'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0058 ***********************************************************************
 ET0058  DESIGNATION -  M 27
 ET0058  PID         -  ET0058
 ET0058  STATE/COUNTY-  AZ/YAVAPAI
 ET0058  USGS QUAD   -  PRESCOTT (1973)
 ET0058
 ET0058                         *CURRENT SURVEY CONTROL
 ET0058  ___________________________________________________________________
 ET0058* NAD 83(1986)-  34 34 25.     (N)    112 25 49.     (W)     SCALED    
 ET0058* NAVD 88     -      1582.795  (meters)    5192.89   (feet)  POSTED    
 ET0058  ___________________________________________________________________
 ET0058  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ET0058  DYNAMIC HT  -        1580.630 (meters)    5185.78  (feet)  COMP
 ET0058  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 ET0058
 ET0058  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0058
 ET0058.The horizontal coordinates were scaled from a topographic map and have
 ET0058.an estimated accuracy of +/- 6 seconds.
 ET0058
 ET0058.The orthometric height was determined by differential leveling
 ET0058.and adjusted in November 2005.
 ET0058.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0058.rate of 2.1 thru 3.0 mm/km.
 ET0058
 ET0058.The geoid height was determined by GEOID03.
 ET0058
 ET0058.The dynamic height is computed by dividing the NAVD 88
 ET0058.geopotential number by the normal gravity value computed on the
 ET0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0058.degrees latitude (g = 980.6199 gals.).
 ET0058
 ET0058.The modeled gravity was interpolated from observed gravity values.
 ET0058
 ET0058;                    North         East    Units  Estimated Accuracy
 ET0058;SPC AZ C     -   396,400.      166,240.      MT  (+/- 180 meters Scaled)
 ET0058
 ET0058                          SUPERSEDED SURVEY CONTROL
 ET0058
 ET0058  NGVD 29 (??/??/92) 1581.956  (m)         5190.13   (f) ADJ UNCH    1 2
 ET0058
 ET0058.Superseded values are not recommended for survey control.
 ET0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0058.See file dsdata.txt to determine how the superseded data were derived.
 ET0058
 ET0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD688266(NAD 83)
 ET0058_MARKER: DB = BENCH MARK DISK
 ET0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0058_STAMPING: 5190.134 M 27 1933
 ET0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0058+STABILITY: SURFACE MOTION
 ET0058
 ET0058  HISTORY     - Date     Condition        Report By
 ET0058  HISTORY     - 1933     MONUMENTED       CGS
 ET0058  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0058
 ET0058                          STATION DESCRIPTION
 ET0058
 ET0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0058'3.0 MI NE FROM PRESCOTT.
 ET0058'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 375 FEET SOUTH OF
 ET0058'MILEPOST 54, 60 FEET NORTHEAST OF ROAD CROSSING, 120 FEET NORTH OF
 ET0058'RAILROAD TRESTLE NO.A-55, 48 FEET EAST OF RAILROAD CENTER-LINE.
 ET0058
 ET0058                          STATION RECOVERY (1973)
 ET0058
 ET0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0414 ***********************************************************************
 DU0414  DESIGNATION -  M 270
 DU0414  PID         -  DU0414
 DU0414  STATE/COUNTY-  AZ/MARICOPA
 DU0414  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0414
 DU0414                         *CURRENT SURVEY CONTROL
 DU0414  ___________________________________________________________________
 DU0414* NAD 83(1986)-  33 32 40.     (N)    111 15 33.     (W)     SCALED    
 DU0414* NAVD 88     -       799.331  (meters)    2622.47   (feet)  ADJUSTED  
 DU0414  ___________________________________________________________________
 DU0414  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DU0414  DYNAMIC HT  -         798.306 (meters)    2619.11  (feet)  COMP
 DU0414  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 DU0414
 DU0414  VERT ORDER  -  FIRST     CLASS II
 DU0414
 DU0414.The horizontal coordinates were scaled from a topographic map and have
 DU0414.an estimated accuracy of +/- 6 seconds.
 DU0414
 DU0414.The orthometric height was determined by differential leveling
 DU0414.and adjusted in June 1991.
 DU0414
 DU0414.The geoid height was determined by GEOID03.
 DU0414
 DU0414.The dynamic height is computed by dividing the NAVD 88
 DU0414.geopotential number by the normal gravity value computed on the
 DU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0414.degrees latitude (g = 980.6199 gals.).
 DU0414
 DU0414.The modeled gravity was interpolated from observed gravity values.
 DU0414
 DU0414;                    North         East    Units  Estimated Accuracy
 DU0414;SPC AZ C     -   282,320.      274,420.      MT  (+/- 180 meters Scaled)
 DU0414
 DU0414                          SUPERSEDED SURVEY CONTROL
 DU0414
 DU0414  NGVD 29 (??/??/92)  798.721  (m)         2620.47   (f) ADJ UNCH    1 2
 DU0414
 DU0414.Superseded values are not recommended for survey control.
 DU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0414.See file dsdata.txt to determine how the superseded data were derived.
 DU0414
 DU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC759116(NAD 83)
 DU0414_MARKER: DB = BENCH MARK DISK
 DU0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0414_SP_SET: CONCRETE BASE
 DU0414_STAMPING: M 270 1948
 DU0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0414+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0414
 DU0414  HISTORY     - Date     Condition        Report By
 DU0414  HISTORY     - 1948     MONUMENTED       CGS
 DU0414  HISTORY     - 1980     GOOD             NGS
 DU0414  HISTORY     - 20060812 GOOD             GEOCAC
 DU0414  HISTORY     - 20080716 GOOD             GEOCAC
 DU0414
 DU0414                          STATION DESCRIPTION
 DU0414
 DU0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0414'13.9 MI NE FROM TORTILLA FLAT.
 DU0414'13.9 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0414'TORTILLA FLAT, 0.4 MILE SOUTH OF MILE POST 227, 0.2 MILE SOUTH OF A
 DU0414'ROAD LEADING TO AN OLD RANCH, 74.7 FEET SOUTH OF THE SOUTH END OF THE
 DU0414'WEST HEADWALL OF A CONCRETE CULVERT, 16.6 FEET WEST OF THE CENTER LINE
 DU0414'OF THE HIGHWAY, 2.4 FEET NORTHEAST OF THE SOUTHEAST LEG OF A STEEL
 DU0414'TRANSMISSION TOWER, SET IN THE TOP OF THE CONCRETE BASE OF A STEEL
 DU0414'TRANSMISSION TOWER ABOUT 11.0 FEET LONG BY 3.0 FEET WIDE AND 3.0 FEET
 DU0414'ABOVE THE LEVEL OF THE HIGHWAY.
 DU0414
 DU0414                          STATION RECOVERY (1980)
 DU0414
 DU0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0414'20.4 KM (12.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0414'OFFICE AT TORTILLA FLAT, 1.3 KM (0.8 MI) NORTHEAST OF A HIGHWAY
 DU0414'MAINTENANCE YARD, 0.6 KM (0.4 MI) NORTHEAST OF HIGHWAY MILEPOST 227,
 DU0414'IN TOP OF THE SOUTHEAST EDGE OF THE CONCRETE FOUNDATION FOR A
 DU0414'POWER LINE TOWER ON THE EDGE OF THE HIGHWAY, 5.0 METERS (16.5 FT)
 DU0414'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.7 METERS (74.5 FT)
 DU0414'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE HEADWALL, 0.75 METER
 DU0414'(2.5 FT) NORTHEAST OF THE SOUTH LEG OF THE TOWER.
 DU0414'THE MARK IS 0.35 M ABOVE THE HIGHWAY.
 DU0414
 DU0414                          STATION RECOVERY (2006)
 DU0414
 DU0414'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0414'RECOVERED IN GOOD CONDITION.
 DU0414
 DU0414                          STATION RECOVERY (2008)
 DU0414
 DU0414'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0414'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0414'33 32.668 W 111
 DU0414'15.542.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0377 ***********************************************************************
 DV0377  DESIGNATION -  M 271 RESET
 DV0377  PID         -  DV0377
 DV0377  STATE/COUNTY-  AZ/MARICOPA
 DV0377  USGS QUAD   -  FOWLER (1982)
 DV0377
 DV0377                         *CURRENT SURVEY CONTROL
 DV0377  ___________________________________________________________________
 DV0377* NAD 83(1986)-  33 24 36.     (N)    112 10 08.     (W)     SCALED    
 DV0377* NAVD 88     -       309.43   (+/-2cm)    1015.2    (feet)  VERTCON   
 DV0377  ___________________________________________________________________
 DV0377  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0377
 DV0377.The horizontal coordinates were scaled from a topographic map and have
 DV0377.an estimated accuracy of +/- 6 seconds.
 DV0377
 DV0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0377.The vertical order pertains to the NGVD 29 superseded value.
 DV0377
 DV0377.The geoid height was determined by GEOID03.
 DV0377
 DV0377;                    North         East    Units  Estimated Accuracy
 DV0377;SPC AZ C     -   267,250.      189,900.      MT  (+/- 180 meters Scaled)
 DV0377
 DV0377                          SUPERSEDED SURVEY CONTROL
 DV0377
 DV0377  NGVD 29 (??/??/92)  308.792  (m)         1013.10   (f) ADJ UNCH    2 0
 DV0377
 DV0377.Superseded values are not recommended for survey control.
 DV0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0377.See file dsdata.txt to determine how the superseded data were derived.
 DV0377
 DV0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913973(NAD 83)
 DV0377_MARKER: DB = BENCH MARK DISK
 DV0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0377_STAMPING: M 271 1948 RESET 1962
 DV0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0377+STABILITY: SURFACE MOTION
 DV0377
 DV0377  HISTORY     - Date     Condition        Report By
 DV0377  HISTORY     - 1962     MONUMENTED       CGS
 DV0377  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0377  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0377
 DV0377                          STATION DESCRIPTION
 DV0377
 DV0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0377'7.6 MI SW FROM PHOENIX.
 DV0377'5.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO RAILROAD FROM THE UNION
 DV0377'STATION AT PHOENIX, THENCE 2.4 MILES SOUTH ALONG LATERAL 17 WHICH IS
 DV0377'ALSO SOUTH 51ST AVENUE, 33 FEET EAST OF THE CENTER OF LATERAL 17, 65
 DV0377'FEET SOUTH OF A DIRT ROAD LEADING EAST, 2.0 FEET WEST OF A WIRE FENCE,
 DV0377'4 FEET SOUTH OF A POWER POLE, ABOUT LEVEL WITH LATERAL 17, AND SET IN
 DV0377'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0377
 DV0377                          STATION RECOVERY (1992)
 DV0377
 DV0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0377'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0377
 DV0377                          STATION RECOVERY (2007)
 DV0377
 DV0377'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0377'THE DESCRIBED AREA IS NOW A GRAVEL PIT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0412 ***********************************************************************
 DV0412  DESIGNATION -  M 272
 DV0412  PID         -  DV0412
 DV0412  STATE/COUNTY-  AZ/MARICOPA
 DV0412  USGS QUAD   -  LAVEEN (1973)
 DV0412
 DV0412                         *CURRENT SURVEY CONTROL
 DV0412  ___________________________________________________________________
 DV0412* NAD 83(1986)-  33 18 58.     (N)    112 09 37.     (W)     SCALED    
 DV0412* NAVD 88     -       340.49   (+/-2cm)    1117.1    (feet)  VERTCON   
 DV0412  ___________________________________________________________________
 DV0412  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0412
 DV0412.The horizontal coordinates were scaled from a topographic map and have
 DV0412.an estimated accuracy of +/- 6 seconds.
 DV0412
 DV0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0412.The vertical order pertains to the NGVD 29 superseded value.
 DV0412
 DV0412.The geoid height was determined by GEOID03.
 DV0412
 DV0412;                    North         East    Units  Estimated Accuracy
 DV0412;SPC AZ C     -   256,830.      190,680.      MT  (+/- 180 meters Scaled)
 DV0412
 DV0412                          SUPERSEDED SURVEY CONTROL
 DV0412
 DV0412  NGVD 29 (??/??/92)  339.880  (m)         1115.09   (f) ADJ UNCH    2 0
 DV0412
 DV0412.Superseded values are not recommended for survey control.
 DV0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0412.See file dsdata.txt to determine how the superseded data were derived.
 DV0412
 DV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB919869(NAD 83)
 DV0412_MARKER: DB = BENCH MARK DISK
 DV0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0412_STAMPING: M 272 1948
 DV0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0412+STABILITY: SURFACE MOTION
 DV0412
 DV0412  HISTORY     - Date     Condition        Report By
 DV0412  HISTORY     - 1948     MONUMENTED       CGS
 DV0412  HISTORY     - 1963     GOOD             NGS
 DV0412  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0412
 DV0412                          STATION DESCRIPTION
 DV0412
 DV0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0412'13.3 MI S FROM PHOENIX.
 DV0412'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0412'PHOENIX, THENCE 3.1 MILES SOUTHWEST ALONG THE MAIN ROAD THRU SOUTH MT.
 DV0412'PARK, THENCE 2.9 MILES WEST ALONG THE SAN JUAN PICNIC AREA ROAD,
 DV0412'THENCE 1.5 MILES NORTHWEST ALONG A DIM TRACK ROAD, 42 FEET NORTH OF A
 DV0412'GATE IN THE WIRE FENCE, 19.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 DV0412'ROAD, 2.2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1.0 FOOT WEST OF
 DV0412'A WIRE FENCE, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 DV0412'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0412
 DV0412                          STATION RECOVERY (1963)
 DV0412
 DV0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0412'RECOVERED IN GOOD CONDITION.
 DV0412
 DV0412                          STATION RECOVERY (1994)
 DV0412
 DV0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0371 ***********************************************************************
 DV0371  DESIGNATION -  M 273
 DV0371  PID         -  DV0371
 DV0371  STATE/COUNTY-  AZ/MARICOPA
 DV0371  USGS QUAD   -  LONE BUTTE (1973)
 DV0371
 DV0371                         *CURRENT SURVEY CONTROL
 DV0371  ___________________________________________________________________
 DV0371* NAD 83(1986)-  33 15 03.     (N)    112 07 27.     (W)     SCALED    
 DV0371* NAVD 88     -       325.780  (meters)    1068.83   (feet)  ADJUSTED  
 DV0371  ___________________________________________________________________
 DV0371  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0371  DYNAMIC HT  -         325.407 (meters)    1067.61  (feet)  COMP
 DV0371  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 DV0371
 DV0371  VERT ORDER  -  FIRST     CLASS II
 DV0371
 DV0371.The horizontal coordinates were scaled from a topographic map and have
 DV0371.an estimated accuracy of +/- 6 seconds.
 DV0371
 DV0371.The orthometric height was determined by differential leveling
 DV0371.and adjusted in August 1994.
 DV0371
 DV0371.The geoid height was determined by GEOID03.
 DV0371
 DV0371.The dynamic height is computed by dividing the NAVD 88
 DV0371.geopotential number by the normal gravity value computed on the
 DV0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0371.degrees latitude (g = 980.6199 gals.).
 DV0371
 DV0371.The modeled gravity was interpolated from observed gravity values.
 DV0371
 DV0371;                    North         East    Units  Estimated Accuracy
 DV0371;SPC AZ C     -   249,590.      194,030.      MT  (+/- 180 meters Scaled)
 DV0371
 DV0371                          SUPERSEDED SURVEY CONTROL
 DV0371
 DV0371  NGVD 29 (??/??/92)  325.217  (m)         1066.98   (f) ADJ UNCH    1 2
 DV0371
 DV0371.Superseded values are not recommended for survey control.
 DV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0371.See file dsdata.txt to determine how the superseded data were derived.
 DV0371
 DV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB952796(NAD 83)
 DV0371_MARKER: DB = BENCH MARK DISK
 DV0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0371_SP_SET: CONCRETE POST
 DV0371_STAMPING: M 273 1948
 DV0371_MARK LOGO: CGS   
 DV0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0371+STABILITY: SURFACE MOTION
 DV0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0371+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 DV0371
 DV0371  HISTORY     - Date     Condition        Report By
 DV0371  HISTORY     - 1948     MONUMENTED       CGS
 DV0371  HISTORY     - 19940325 GOOD             NGS
 DV0371  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0371
 DV0371                          STATION DESCRIPTION
 DV0371
 DV0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0371'3.3 MI SE FROM KOMATKE.
 DV0371'3.3 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 89.2 FEET
 DV0371'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 38.8 FEET NORTHWEST OF THE
 DV0371'CENTER LINE OF A ROAD LEADING SOUTHWEST, 3.0 FEET BELOW THE LEVEL OF
 DV0371'THE ROAD, 3.7 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, SET IN
 DV0371'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0371
 DV0371                          STATION RECOVERY (1994)
 DV0371
 DV0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0371'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0371'LAVEEN, THENCE 5.3 KM (3.30 MI) EASTERLY ALONG BELTLINE ROAD, 26.5 M
 DV0371'(86.9 FT) SOUTHWEST OF THE ROAD CENTERLINE, 0.7 M (2.3 FT) BELOW THE
 DV0371'LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND
 DV0371'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DV0371
 DV0371                          STATION RECOVERY (2007)
 DV0371
 DV0371'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0371'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0371'MARK. NO WITNESS POST WAS LOCATED, AND THE AREA HAS BEEN SILTED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0405 ***********************************************************************
 DV0405  DESIGNATION -  M 274
 DV0405  PID         -  DV0405
 DV0405  STATE/COUNTY-  AZ/PINAL
 DV0405  USGS QUAD   -  ENID (1978)
 DV0405
 DV0405                         *CURRENT SURVEY CONTROL
 DV0405  ___________________________________________________________________
 DV0405* NAD 83(1986)-  33 05 26.     (N)    112 09 04.     (W)     SCALED    
 DV0405* NAVD 88     -       383.050  (meters)    1256.72   (feet)  ADJUSTED  
 DV0405  ___________________________________________________________________
 DV0405  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0405  DYNAMIC HT  -         382.593 (meters)    1255.22  (feet)  COMP
 DV0405  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 DV0405  OBS GRAVITY -     979,434.5   (mgal)                       GRAV_OBS
 DV0405
 DV0405  VERT ORDER  -  FIRST     CLASS II
 DV0405
 DV0405.The horizontal coordinates were scaled from a topographic map and have
 DV0405.an estimated accuracy of +/- 6 seconds.
 DV0405
 DV0405.The orthometric height was determined by differential leveling
 DV0405.and adjusted in June 1991.
 DV0405
 DV0405.The geoid height was determined by GEOID03.
 DV0405
 DV0405.The dynamic height is computed by dividing the NAVD 88
 DV0405.geopotential number by the normal gravity value computed on the
 DV0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0405.degrees latitude (g = 980.6199 gals.).
 DV0405
 DV0405.The modeled gravity was interpolated from observed gravity values.
 DV0405.The observed gravity was obtained from relative gravimeter ties
 DV0405.to the IGSN71 gravity network.
 DV0405
 DV0405;                    North         East    Units  Estimated Accuracy
 DV0405;SPC AZ C     -   231,820.      191,480.      MT  (+/- 180 meters Scaled)
 DV0405
 DV0405                          SUPERSEDED SURVEY CONTROL
 DV0405
 DV0405  NGVD 29 (??/??/92)  382.507  (m)         1254.94   (f) ADJ UNCH    1 2
 DV0405
 DV0405.Superseded values are not recommended for survey control.
 DV0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0405.See file dsdata.txt to determine how the superseded data were derived.
 DV0405
 DV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB925619(NAD 83)
 DV0405_MARKER: DB = BENCH MARK DISK
 DV0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0405_STAMPING: M 274 1948
 DV0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0405+STABILITY: SURFACE MOTION
 DV0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0405+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0405
 DV0405  HISTORY     - Date     Condition        Report By
 DV0405  HISTORY     - 1948     MONUMENTED       CGS
 DV0405  HISTORY     - 1949     GOOD             NGS
 DV0405  HISTORY     - 1980     GOOD             NGS
 DV0405  HISTORY     - 1980     GOOD             NGS
 DV0405  HISTORY     - 20071223 GOOD             GEOCAC
 DV0405
 DV0405                          STATION DESCRIPTION
 DV0405
 DV0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0405'14.0 MI S FROM KOMATKE.
 DV0405'14.0 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 74.0 FEET
 DV0405'WEST OF THE CENTER LINE OF THE ROAD, 44 FEET NORTHEAST OF A SMALL
 DV0405'FLOOD CONTROL DITCH, 43.0 FEET NORTH OF A SMALL WASH, ABOUT LEVEL WITH
 DV0405'THE ROAD, 3.8 FEET NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE
 DV0405'TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
 DV0405
 DV0405                          STATION RECOVERY (1949)
 DV0405
 DV0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0405'RECOVERED IN GOOD CONDITION.
 DV0405
 DV0405                          STATION RECOVERY (1980)
 DV0405
 DV0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0405'RECOVERED IN GOOD CONDITION.
 DV0405
 DV0405                          STATION RECOVERY (1980)
 DV0405
 DV0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0405'RECOVERED IN GOOD CONDITION.
 DV0405
 DV0405                          STATION RECOVERY (2007)
 DV0405
 DV0405'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1043 ***********************************************************************
 DU1043  DESIGNATION -  M 275
 DU1043  PID         -  DU1043
 DU1043  STATE/COUNTY-  AZ/PINAL
 DU1043  USGS QUAD   -  SACATON BUTTE (1967)
 DU1043
 DU1043                         *CURRENT SURVEY CONTROL
 DU1043  ___________________________________________________________________
 DU1043* NAD 83(1986)-  33 04 36.     (N)    111 56 24.     (W)     SCALED    
 DU1043* NAVD 88     -       364.23   (+/-2cm)    1195.0    (feet)  VERTCON   
 DU1043  ___________________________________________________________________
 DU1043  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DU1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1043
 DU1043.The horizontal coordinates were scaled from a topographic map and have
 DU1043.an estimated accuracy of +/- 6 seconds.
 DU1043
 DU1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1043.The vertical order pertains to the NGVD 29 superseded value.
 DU1043
 DU1043.The geoid height was determined by GEOID03.
 DU1043
 DU1043;                    North         East    Units  Estimated Accuracy
 DU1043;SPC AZ C     -   230,250.      211,180.      MT  (+/- 180 meters Scaled)
 DU1043
 DU1043                          SUPERSEDED SURVEY CONTROL
 DU1043
 DU1043  NGVD 29 (??/??/92)  363.755  (m)         1193.42   (f) ADJ UNCH    2 0
 DU1043
 DU1043.Superseded values are not recommended for survey control.
 DU1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1043.See file dsdata.txt to determine how the superseded data were derived.
 DU1043
 DU1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122601(NAD 83)
 DU1043_MARKER: DB = BENCH MARK DISK
 DU1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1043_STAMPING: M 275 1948
 DU1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1043+STABILITY: SURFACE MOTION
 DU1043
 DU1043  HISTORY     - Date     Condition        Report By
 DU1043  HISTORY     - 1948     MONUMENTED       CGS
 DU1043  HISTORY     - 1961     GOOD             NGS
 DU1043
 DU1043                          STATION DESCRIPTION
 DU1043
 DU1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1043'5.3 MI SW FROM CASA BLANCA.
 DU1043'2.0 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU1043'THENCE 1.2 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.1 MILES SOUTHWEST
 DU1043'ALONG A TRACK ROAD, 0.4 MILE NORTHEAST OF A WELL WITH A WATER TANK,
 DU1043'20.4 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16.5 FEET WEST OF
 DU1043'A DIM TRACK ROAD LEADING SOUTH, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD
 DU1043'AND 3.1 FEET EAST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DU1043'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DU1043
 DU1043                          STATION RECOVERY (1961)
 DU1043
 DU1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DU1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0820 ***********************************************************************
 DU0820  DESIGNATION -  M 277
 DU0820  PID         -  DU0820
 DU0820  STATE/COUNTY-  AZ/MARICOPA
 DU0820  USGS QUAD   -  GUADALUPE (1982)
 DU0820
 DU0820                         *CURRENT SURVEY CONTROL
 DU0820  ___________________________________________________________________
 DU0820* NAD 83(1986)-  33 18 19.     (N)    111 57 36.     (W)     SCALED    
 DU0820* NAVD 88     -       357.87   (+/-2cm)    1174.1    (feet)  VERTCON   
 DU0820  ___________________________________________________________________
 DU0820  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DU0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0820
 DU0820.The horizontal coordinates were scaled from a topographic map and have
 DU0820.an estimated accuracy of +/- 6 seconds.
 DU0820
 DU0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0820.The vertical order pertains to the NGVD 29 superseded value.
 DU0820
 DU0820.The geoid height was determined by GEOID03.
 DU0820
 DU0820;                    North         East    Units  Estimated Accuracy
 DU0820;SPC AZ C     -   255,610.      209,330.      MT  (+/- 180 meters Scaled)
 DU0820
 DU0820                          SUPERSEDED SURVEY CONTROL
 DU0820
 DU0820  NGVD 29 (??/??/92)  357.309  (m)         1172.27   (f) ADJ UNCH    2 0
 DU0820
 DU0820.Superseded values are not recommended for survey control.
 DU0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0820.See file dsdata.txt to determine how the superseded data were derived.
 DU0820
 DU0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106855(NAD 83)
 DU0820_MARKER: DB = BENCH MARK DISK
 DU0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0820_SP_SET: CULVERT
 DU0820_STAMPING: M 277 1948
 DU0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0820
 DU0820  HISTORY     - Date     Condition        Report By
 DU0820  HISTORY     - 1948     MONUMENTED       CGS
 DU0820  HISTORY     - 1962     GOOD             NGS
 DU0820  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0820
 DU0820                          STATION DESCRIPTION
 DU0820
 DU0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0820'7.3 MI W FROM CHANDLER.
 DU0820'7.3 MILES WEST ALONG A CONCRETE ROAD WHICH IS A CONTINUATION OF
 DU0820'CLEVELAND AVE. FROM THE STATION AT CHANDLER, 109 FEET EAST OF THE
 DU0820'CENTER LINE OF THE SOUTHERN PACIFIC CO. RAILROAD, 96.2 FEET SOUTHWEST
 DU0820'OF THE SOUTHWEST CORNER OF A LARGE HAY SHED, 11.8 FEET NORTH OF THE
 DU0820'CENTER LINE OF THE ROAD, SET IN THE TOP AND IN THE CENTER OF THE NORTH
 DU0820'CONCRETE HEADWALL OF A CULVERT IN THE ROAD.
 DU0820
 DU0820                          STATION RECOVERY (1962)
 DU0820
 DU0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0820'RECOVERED IN GOOD CONDITION.
 DU0820
 DU0820                          STATION RECOVERY (2006)
 DU0820
 DU0820'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0820'NO CULVERT AT THIS LOCATION. THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1018 ***********************************************************************
 CZ1018  DESIGNATION -  M 278
 CZ1018  PID         -  CZ1018
 CZ1018  STATE/COUNTY-  AZ/PINAL
 CZ1018  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1018
 CZ1018                         *CURRENT SURVEY CONTROL
 CZ1018  ___________________________________________________________________
 CZ1018* NAD 83(1986)-  32 50 24.     (N)    111 41 50.     (W)     SCALED    
 CZ1018* NAVD 88     -       441.375  (meters)    1448.08   (feet)  ADJUSTED  
 CZ1018  ___________________________________________________________________
 CZ1018  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1018  DYNAMIC HT  -         440.833 (meters)    1446.30  (feet)  COMP
 CZ1018  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 CZ1018  OBS GRAVITY -     979,395.1   (mgal)                       GRAV_OBS
 CZ1018
 CZ1018  VERT ORDER  -  FIRST     CLASS II
 CZ1018
 CZ1018.The horizontal coordinates were scaled from a topographic map and have
 CZ1018.an estimated accuracy of +/- 6 seconds.
 CZ1018
 CZ1018.The orthometric height was determined by differential leveling
 CZ1018.and adjusted in November 1993.
 CZ1018
 CZ1018.The geoid height was determined by GEOID03.
 CZ1018
 CZ1018.The dynamic height is computed by dividing the NAVD 88
 CZ1018.geopotential number by the normal gravity value computed on the
 CZ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1018.degrees latitude (g = 980.6199 gals.).
 CZ1018
 CZ1018.The modeled gravity was interpolated from observed gravity values.
 CZ1018.The observed gravity was obtained from relative gravimeter ties
 CZ1018.to the IGSN71 gravity network.
 CZ1018
 CZ1018;                    North         East    Units  Estimated Accuracy
 CZ1018;SPC AZ C     -   204,030.      233,900.      MT  (+/- 180 meters Scaled)
 CZ1018
 CZ1018                          SUPERSEDED SURVEY CONTROL
 CZ1018
 CZ1018  NAVD 88 (06/15/91)  441.379  (m)         1448.09   (f) UNKNOWN     1 2
 CZ1018  NGVD 29 (??/??/92)  440.871  (m)         1446.42   (f) ADJ UNCH    1 2
 CZ1018
 CZ1018.Superseded values are not recommended for survey control.
 CZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1018.See file dsdata.txt to determine how the superseded data were derived.
 CZ1018
 CZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB347337(NAD 83)
 CZ1018_MARKER: DB = BENCH MARK DISK
 CZ1018_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ1018_SP_SET: RETAINING WALL
 CZ1018_STAMPING: M 278 1948
 CZ1018_MARK LOGO: CGS   
 CZ1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1018+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1018
 CZ1018  HISTORY     - Date     Condition        Report By
 CZ1018  HISTORY     - 1948     MONUMENTED       CGS
 CZ1018  HISTORY     - 1967     GOOD             NGS
 CZ1018  HISTORY     - 1980     GOOD             NGS
 CZ1018  HISTORY     - 1980     GOOD             NGS
 CZ1018  HISTORY     - 1984     GOOD             NGS
 CZ1018  HISTORY     - 19911205 GOOD             NGS
 CZ1018  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1018
 CZ1018                          STATION DESCRIPTION
 CZ1018
 CZ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1018'4.2 MI SE FROM CASA GRANDE.
 CZ1018'ABOUT 4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1018'STATION AT CASA GRANDE, IN S 2, T 7 S, R 6 E, 1 POLE SOUTHEAST OF
 CZ1018'MILEPOST NUMBER 923, 123 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CZ1018'TRACK, 52 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 84, SET
 CZ1018'IN THE TOP OF THE NORTHEAST END OF THE CONCRETE FOUNDATION FOR AN
 CZ1018'IRRIGATION CANAL HEADGATE, 4.5 FEET NORTHEAST OF THE SHAFT FOR THE
 CZ1018'MECHANISM WHICH CONTROLS THE HEADGATE, 91 FEET NORTH OF THE FIRST POLE
 CZ1018'SOUTHEAST OF MILEPOST 923, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 4
 CZ1018'FEET BELOW THE LEVEL OF THE TRACK.
 CZ1018
 CZ1018                          STATION RECOVERY (1980)
 CZ1018
 CZ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1018'RECOVERED IN GOOD CONDITION.
 CZ1018
 CZ1018                          STATION RECOVERY (1980)
 CZ1018
 CZ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1018'RECOVERED IN GOOD CONDITION.
 CZ1018
 CZ1018                          STATION RECOVERY (1984)
 CZ1018
 CZ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1018'RECOVERED IN GOOD CONDITION.
 CZ1018
 CZ1018                          STATION RECOVERY (1991)
 CZ1018
 CZ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1018'7.3 KM (4.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1018'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1018'BOULEVARD) IN CASA GRANDE, IN TOP OF AND 1.4 M (4.6 FT) SOUTHWEST OF
 CZ1018'THE NORTHEAST END OF A CONCRETE RETAINING WALL OF A CANAL HEAD GATE,
 CZ1018'16.2 M (53.1 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 CZ1018'AND 1.4 M (4.6 FT) NORTHEAST OF THE CENTER OF THE HEAD GATE.
 CZ1018
 CZ1018                          STATION RECOVERY (2007)
 CZ1018
 CZ1018'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0342 ***********************************************************************
 CZ0342  DESIGNATION -  M 279
 CZ0342  PID         -  CZ0342
 CZ0342  STATE/COUNTY-  AZ/PINAL
 CZ0342  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0342
 CZ0342                         *CURRENT SURVEY CONTROL
 CZ0342  ___________________________________________________________________
 CZ0342* NAD 83(2007)-  32 38 41.76410(N)    111 23 12.04506(W)     ADJUSTED  
 CZ0342* NAVD 88     -       547.524  (meters)    1796.34   (feet)  ADJUSTED  
 CZ0342  ___________________________________________________________________
 CZ0342  EPOCH DATE  -        2007.00
 CZ0342  X           -  -1,960,506.728 (meters)                     COMP
 CZ0342  Y           -  -5,006,049.182 (meters)                     COMP
 CZ0342  Z           -   3,421,147.219 (meters)                     COMP
 CZ0342  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CZ0342  ELLIP HEIGHT-         517.846 (meters)          (02/10/07) ADJUSTED
 CZ0342  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CZ0342  DYNAMIC HT  -         546.826 (meters)    1794.05  (feet)  COMP
 CZ0342
 CZ0342  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0342  Type    PID    Designation                      North   East  Ellip
 CZ0342  -------------------------------------------------------------------
 CZ0342  NETWORK CZ0342 M 279                             0.51   0.69   1.86
 CZ0342  -------------------------------------------------------------------
 CZ0342  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 CZ0342  OBS GRAVITY -     979,348.2   (mgal)                       GRAV_OBS
 CZ0342
 CZ0342  VERT ORDER  -  FIRST     CLASS II
 CZ0342
 CZ0342.The horizontal coordinates were established by GPS observations
 CZ0342.and adjusted by the National Geodetic Survey in February 2007.
 CZ0342
 CZ0342.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0342.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0342.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0342.The epoch date for horizontal control is a decimal equivalence
 CZ0342.of Year/Month/Day.
 CZ0342
 CZ0342.The orthometric height was determined by differential leveling
 CZ0342.and adjusted in June 1991.
 CZ0342
 CZ0342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0342
 CZ0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0342
 CZ0342.The ellipsoidal height was determined by GPS observations
 CZ0342.and is referenced to NAD 83.
 CZ0342
 CZ0342.The geoid height was determined by GEOID03.
 CZ0342
 CZ0342.The dynamic height is computed by dividing the NAVD 88
 CZ0342.geopotential number by the normal gravity value computed on the
 CZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0342.degrees latitude (g = 980.6199 gals.).
 CZ0342
 CZ0342.The modeled gravity was interpolated from observed gravity values.
 CZ0342.The observed gravity was obtained from relative gravimeter ties
 CZ0342.to the IGSN71 gravity network.
 CZ0342
 CZ0342;                    North         East     Units Scale Factor Converg.
 CZ0342;SPC AZ C     -   182,502.302   263,081.792   MT  0.99993048   +0 17 09.2
 CZ0342;SPC AZ C     -   598,760.83    863,129.24   iFT  0.99993048   +0 17 09.2
 CZ0342;UTM  12      - 3,611,991.479   463,733.937   MT  0.99961622   -0 12 30.9
 CZ0342
 CZ0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0342!SPC AZ C     -   0.99991870  x   0.99993048  =   0.99984919
 CZ0342!UTM  12      -   0.99991870  x   0.99961622  =   0.99953495
 CZ0342
 CZ0342                          SUPERSEDED SURVEY CONTROL
 CZ0342
 CZ0342  ELLIP H (11/21/00)  517.879  (m)                       GP(       ) 3 1
 CZ0342  NAD 83(1986)-  32 38 41.75834(N)    111 23 12.04436(W) AD(       ) B
 CZ0342  NAD 83(1992)-  32 38 41.76319(N)    111 23 12.04370(W) AD(       ) B
 CZ0342  ELLIP H (09/30/92)  517.944  (m)                       GP(       ) 2 1
 CZ0342  NAD 83(1986)-  32 38 41.75834(N)    111 23 12.04436(W) AD(       ) 1
 CZ0342  NAVD 88 (09/30/92)  547.52   (m)         1796.3    (f) LEVELING    3  
 CZ0342  NGVD 29 (??/??/92)  546.918  (m)         1794.35   (f) ADJ UNCH    1 2
 CZ0342
 CZ0342.Superseded values are not recommended for survey control.
 CZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0342.See file dsdata.txt to determine how the superseded data were derived.
 CZ0342
 CZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6373411991(NAD 83)
 CZ0342_MARKER: DD = SURVEY DISK
 CZ0342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0342_SP_SET: HEADWALL
 CZ0342_STAMPING: M 279
 CZ0342_MARK LOGO: AZHD  
 CZ0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0342+STABILITY: SURFACE MOTION
 CZ0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0342+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 CZ0342
 CZ0342  HISTORY     - Date     Condition        Report By
 CZ0342  HISTORY     - UNK      MONUMENTED       AZHD
 CZ0342  HISTORY     - 1952     GOOD             NGS
 CZ0342  HISTORY     - 1968     GOOD             NGS
 CZ0342  HISTORY     - 1978     GOOD             USGS
 CZ0342  HISTORY     - 1980     POOR             NGS
 CZ0342  HISTORY     - 1984     GOOD             NGS
 CZ0342  HISTORY     - 1987     GOOD             NGS
 CZ0342  HISTORY     - 19911205 GOOD             NGS
 CZ0342  HISTORY     - 19920303 GOOD             NGS
 CZ0342  HISTORY     - 20040301 GOOD             MSAM
 CZ0342  HISTORY     - 20040513 GOOD             NGS
 CZ0342
 CZ0342                          STATION DESCRIPTION
 CZ0342
 CZ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0342'5.9 MI NW FROM RED ROCK.
 CZ0342'5.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0342'STATION AT RED ROCK, 7.8 MILES SOUTHEAST OF THE SPRR STATION AT
 CZ0342'PICACHO, 1 MILE SOUTHEAST OF PICACHO PEAK, AT A 24 INCH CORRUGATED
 CZ0342'METAL PIPE CULVERT UNDER STATE HIGHWAY 84, IN THE TOP OF THE CENTER OF
 CZ0342'THE NORTHEAST CONCRETE HEADWALL, 15 1/2 FEET NORTHEAST OF AND ABOUT
 CZ0342'LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 CZ0342
 CZ0342                          STATION RECOVERY (1968)
 CZ0342
 CZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0342'RECOVERED IN GOOD CONDITION.
 CZ0342
 CZ0342                          STATION RECOVERY (1978)
 CZ0342
 CZ0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CZ0342'RED ROCK, SP R.R. STATION 5.6 MI. NW OF-- PICACHO P.O. 8.05 MI. SE
 CZ0342'OF-- ALONG NE FRONTAGE ROAD OF I-10. 0.4 MI. SE OF PICACHO PEAK ROAD
 CZ0342'INTERCHANGE, AT A 24 INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP
 CZ0342'CENTER OF THE NE CONCRETE HEADWALL 15 1/2 FT. NE AND ABOUT LEVEL WITH
 CZ0342'THE CENTER LINE OF THE FRONTAGE ROAD. AHD BRONZE TABLET, STAMPED
 CZ0342'M-279.
 CZ0342
 CZ0342                          STATION RECOVERY (1980)
 CZ0342
 CZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0342'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0342'61.7 KILOMETERS (38.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0342'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ0342'NORTHEAST HEADWALL FOR A 0.6-METER METAL PIPE CULVERT UNDER THE
 CZ0342'FRONTAGE ROAD, AT RAILROAD MILEAGE 946.55, 0.7 KILOMETER (0.45 MILE)
 CZ0342'SOUTHEAST OF THE T-JUNCTION OF THE FRONTAGE ROAD AND PICACHO PEAK
 CZ0342'ROAD, 55.5 METERS (182 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.4
 CZ0342'METERS (14.5 FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE
 CZ0342'ROAD AND 1.2 METERS (4.0 FEET) NORTHWEST OF THE SOUTHEAST END OF THE
 CZ0342'HEADWALL.
 CZ0342
 CZ0342                          STATION RECOVERY (1984)
 CZ0342
 CZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0342'RECOVERED IN GOOD CONDITION.
 CZ0342
 CZ0342                          STATION RECOVERY (1987)
 CZ0342
 CZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0342'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0342'IN GOOD CONDITION.
 CZ0342'
 CZ0342'THE STATION IS LOCATED ABOUT 80.5 KM (50 MI)
 CZ0342'NORTHWEST OF TUCSON AND
 CZ0342'1.6 KM (1 MI) NORTH OF PICACHO PEAK.
 CZ0342'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0342'
 CZ0342'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0342'PICACHO PEAK ROAD WHICH IS ABOUT 9.7 KM (6 MI) NORTHWEST OF RED
 CZ0342'ROCK, GO NORTH FOR 0.2 KM (0.15 MI) ON PICACHO PEAK
 CZ0342'ROAD TO THE FRONTAGE ROAD. TURN RIGHT AND GO
 CZ0342'EAST FOR 0.6 KM (0.4 MI) ON THE FRONTAGE ROAD TO THE STATION ON THE
 CZ0342'LEFT, IN THE NORTH HEADWALL OF A CULVERT.
 CZ0342'
 CZ0342'THE STATION IS A STANDARD AZHD DISK
 CZ0342'STAMPED---M 279---,
 CZ0342'SET INTO A DRILL HOLE IN THE TOP OF THE CENTER OF THE NORTH
 CZ0342'HEADWALL OF A CONCRETE CULVERT.  LOCATED
 CZ0342'55.8 METERS (183.07 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE
 CZ0342'RAILROAD TRACKS,
 CZ0342'42.8 METERS (140.42 FT) NORTH FROM THE TELEPHONE POLE NUMBER
 CZ0342'PS1076X AND
 CZ0342'4.5 METERS (14.77 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ0342'FRONTAGE ROAD.
 CZ0342'
 CZ0342'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0342'
 CZ0342'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0342'
 CZ0342'DESCRIBED BY S.E. RANDALL.
 CZ0342
 CZ0342                          STATION RECOVERY (1991)
 CZ0342
 CZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0342'13.0 KM (8.05 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ0342'POST OFFICE IN PICACHO, 0.7 KM (0.45 MI) SOUTHEAST OF THE
 CZ0342'INTERSECTION OF PICACHO PEAK ROAD (INTERSTATE HIGHWAY 10 EXIT 219),
 CZ0342'IN TOP OF AND 1.2 M (3.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 CZ0342'NORTHEAST CONCRETE HEADWALL OF A CULVERT, AND 4.2 M (13.8 FT)
 CZ0342'NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE.
 CZ0342
 CZ0342                          STATION RECOVERY (1992)
 CZ0342
 CZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0342'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTHEAST OF PICACHO, NEAR
 CZ0342'THE PICACHO PEAK EXIT OF INTERSTATE HIGHWAY 10, ALONG THE NORTHEAST
 CZ0342'FRONTAGE ROAD, IN A CONCRETE CULVERT HEADWALL UNDER THE ROAD.
 CZ0342'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 CZ0342'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0342'PICACHO PEAK ROAD (EXIT 219), GO NORTHEAST ON PICACHO PEAK ROAD FOR
 CZ0342'0.20 KM (0.12 MI) TO A T-ROAD.  TURN RIGHT, SOUTHEAST, ON THE
 CZ0342'FRONTAGE ROAD FOR 0.67 KM (0.42 MI) TO THE STATION ON THE LEFT JUST
 CZ0342'PAST A CLOSED-DOWN GAS STATION ON THE RIGHT.
 CZ0342'THE STATION IS SET IN A DRILL HOLE TOP CENTER IN THE 2.5 M (8.2 FT)
 CZ0342'LONG HEADWALL.  LOCATED 15.3 M (50.2 FT) WEST OF AN UNDERGROUND CABLE
 CZ0342'POST AZ 02 0619 AND 4.1 M (13.5 FT) NORTHEAST OF AND LEVEL WITH THE
 CZ0342'ROAD CENTER.
 CZ0342
 CZ0342                          STATION RECOVERY (2004)
 CZ0342
 CZ0342'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 CZ0342'RECOVERY NOTE MSAM 2004 (DJK)
 CZ0342' 
 CZ0342'RECOVERED AS DESCRIBED
 CZ0342
 CZ0342                          STATION RECOVERY (2004)
 CZ0342
 CZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0187 ***********************************************************************
 ES0187  DESIGNATION -  M 28
 ES0187  PID         -  ES0187
 ES0187  STATE/COUNTY-  AZ/COCONINO
 ES0187  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0187
 ES0187                         *CURRENT SURVEY CONTROL
 ES0187  ___________________________________________________________________
 ES0187* NAD 83(1986)-  34 22 45.     (N)    110 58 10.     (W)     SCALED    
 ES0187* NAVD 88     -      2356.332  (meters)    7730.73   (feet)  ADJUSTED  
 ES0187  ___________________________________________________________________
 ES0187  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0187  DYNAMIC HT  -        2352.731 (meters)    7718.92  (feet)  COMP
 ES0187  MODELED GRAV-     979,021.4   (mgal)                       NAVD 88
 ES0187
 ES0187  VERT ORDER  -  SECOND    CLASS 0
 ES0187
 ES0187.The horizontal coordinates were scaled from a topographic map and have
 ES0187.an estimated accuracy of +/- 6 seconds.
 ES0187
 ES0187.The orthometric height was determined by differential leveling
 ES0187.and adjusted in June 1991.
 ES0187
 ES0187.The geoid height was determined by GEOID03.
 ES0187
 ES0187.The dynamic height is computed by dividing the NAVD 88
 ES0187.geopotential number by the normal gravity value computed on the
 ES0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0187.degrees latitude (g = 980.6199 gals.).
 ES0187
 ES0187.The modeled gravity was interpolated from observed gravity values.
 ES0187
 ES0187;                    North         East    Units  Estimated Accuracy
 ES0187;SPC AZ C     -   375,120.      300,470.      MT  (+/- 180 meters Scaled)
 ES0187
 ES0187                          SUPERSEDED SURVEY CONTROL
 ES0187
 ES0187  NGVD 29 (??/??/92) 2355.249  (m)         7727.18   (f) ADJ UNCH    2 0
 ES0187
 ES0187.Superseded values are not recommended for survey control.
 ES0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0187.See file dsdata.txt to determine how the superseded data were derived.
 ES0187
 ES0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD028041(NAD 83)
 ES0187_MARKER: DD = SURVEY DISK
 ES0187_SETTING: 80 = SET IN A BOULDER
 ES0187_SP_SET: BOULDER
 ES0187_STAMPING: M-28 1933 7727
 ES0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0187+STABILITY: SURFACE MOTION
 ES0187
 ES0187  HISTORY     - Date     Condition        Report By
 ES0187  HISTORY     - 1933     MONUMENTED       USGS
 ES0187  HISTORY     - 1935     GOOD             NGS
 ES0187  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0187
 ES0187                          STATION DESCRIPTION
 ES0187
 ES0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0187'56.2 MI SW FROM WINSLOW.
 ES0187'1.2 MI SE ALONG ROAD DOWN GORDON CANYON TO 13 RANCH 56.2 MI S.W. OF
 ES0187'WINSLOW (UNION OIL CO. PLANT) AT THE JUNCTION OF A SIDE ROAD BEARING
 ES0187'NORTHEAST TO DEER LAKE AND ALDER LAKE, 44 FEET W OF THE CENTER OF THE
 ES0187'JUNCTION OF THE ROADS, AND 24 FEET NORTHWEST OF A PINE TREE (PAINTED
 ES0187'7727.5), SET IN BOULDER ABOUT 1 FOOT ABOVE THE GROUND.
 ES0187
 ES0187                          STATION RECOVERY (2005)
 ES0187
 ES0187'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0187'MARK NOT FOUND. ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0025 ***********************************************************************
 ES0025  DESIGNATION -  M 28
 ES0025  PID         -  ES0025
 ES0025  STATE/COUNTY-  AZ/NAVAJO
 ES0025  USGS QUAD   -  ZENIFF (1971)
 ES0025
 ES0025                         *CURRENT SURVEY CONTROL
 ES0025  ___________________________________________________________________
 ES0025* NAD 83(1986)-  34 33 54.     (N)    110 25 00.     (W)     SCALED    
 ES0025* NAVD 88     -      1819.615  (meters)    5969.85   (feet)  ADJUSTED  
 ES0025  ___________________________________________________________________
 ES0025  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ES0025  DYNAMIC HT  -        1817.012 (meters)    5961.31  (feet)  COMP
 ES0025  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 ES0025
 ES0025  VERT ORDER  -  SECOND    CLASS 0
 ES0025
 ES0025.The horizontal coordinates were scaled from a topographic map and have
 ES0025.an estimated accuracy of +/- 6 seconds.
 ES0025
 ES0025.The orthometric height was determined by differential leveling
 ES0025.and adjusted in June 1991.
 ES0025
 ES0025.The geoid height was determined by GEOID03.
 ES0025
 ES0025.The dynamic height is computed by dividing the NAVD 88
 ES0025.geopotential number by the normal gravity value computed on the
 ES0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0025.degrees latitude (g = 980.6199 gals.).
 ES0025
 ES0025.The modeled gravity was interpolated from observed gravity values.
 ES0025
 ES0025;                    North         East    Units  Estimated Accuracy
 ES0025;SPC AZ E     -   395,350.      190,420.      MT  (+/- 180 meters Scaled)
 ES0025
 ES0025                          SUPERSEDED SURVEY CONTROL
 ES0025
 ES0025  NGVD 29 (??/??/92) 1818.727  (m)         5966.94   (f) ADJ UNCH    2 0
 ES0025
 ES0025.Superseded values are not recommended for survey control.
 ES0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0025.See file dsdata.txt to determine how the superseded data were derived.
 ES0025
 ES0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD535249(NAD 83)
 ES0025_MARKER: DD = SURVEY DISK
 ES0025_SETTING: 80 = SET IN A BOULDER
 ES0025_SP_SET: BOULDER
 ES0025_STAMPING: M-28 1934
 ES0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0025+STABILITY: SURFACE MOTION
 ES0025
 ES0025  HISTORY     - Date     Condition        Report By
 ES0025  HISTORY     - 1934     MONUMENTED       USGS
 ES0025  HISTORY     - 1934     GOOD             NGS
 ES0025
 ES0025                          STATION DESCRIPTION
 ES0025
 ES0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0025'16.5 MI NE FROM HEBER.
 ES0025'ON GLOBE TO HOLBROOK ROAD.  0.3 MILE WEST OF FENCE CORNER 45 FEET
 ES0025'SOUTH OF HIWAY.  SET IN TOP OF BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0073 ***********************************************************************
 ET0073  DESIGNATION -  M 28
 ET0073  PID         -  ET0073
 ET0073  STATE/COUNTY-  AZ/YAVAPAI
 ET0073  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0073
 ET0073                         *CURRENT SURVEY CONTROL
 ET0073  ___________________________________________________________________
 ET0073* NAD 83(1986)-  34 39 56.     (N)    112 13 30.     (W)     SCALED    
 ET0073* NAVD 88     -      1651.016  (meters)    5416.71   (feet)  POSTED    
 ET0073  ___________________________________________________________________
 ET0073  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 ET0073  DYNAMIC HT  -        1648.800 (meters)    5409.44  (feet)  COMP
 ET0073  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 ET0073
 ET0073  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0073
 ET0073.The horizontal coordinates were scaled from a topographic map and have
 ET0073.an estimated accuracy of +/- 6 seconds.
 ET0073
 ET0073.The orthometric height was determined by differential leveling
 ET0073.and adjusted in November 2005.
 ET0073.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0073.rate of 1.1 thru 2.0 mm/km.
 ET0073
 ET0073.The geoid height was determined by GEOID03.
 ET0073
 ET0073.The dynamic height is computed by dividing the NAVD 88
 ET0073.geopotential number by the normal gravity value computed on the
 ET0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0073.degrees latitude (g = 980.6199 gals.).
 ET0073
 ET0073.The modeled gravity was interpolated from observed gravity values.
 ET0073
 ET0073;                    North         East    Units  Estimated Accuracy
 ET0073;SPC AZ C     -   406,520.      185,100.      MT  (+/- 180 meters Scaled)
 ET0073
 ET0073                          SUPERSEDED SURVEY CONTROL
 ET0073
 ET0073  NGVD 29 (??/??/92) 1650.205  (m)         5414.05   (f) ADJ UNCH    1 2
 ET0073
 ET0073.Superseded values are not recommended for survey control.
 ET0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0073.See file dsdata.txt to determine how the superseded data were derived.
 ET0073
 ET0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD877366(NAD 83)
 ET0073_MARKER: DB = BENCH MARK DISK
 ET0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0073_STAMPING: 5414.048 M 28 1933
 ET0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0073+STABILITY: SURFACE MOTION
 ET0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0073+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 ET0073
 ET0073  HISTORY     - Date     Condition        Report By
 ET0073  HISTORY     - 1933     MONUMENTED       CGS
 ET0073  HISTORY     - 20071110 GOOD             GEOCAC
 ET0073
 ET0073                          STATION DESCRIPTION
 ET0073
 ET0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0073'14.4 MI SE FROM JEROME.
 ET0073'CONCRETE POST, AT SIDE OF HIGHWAY, 1.0 MILE NORTHEAST OF HIGH ROUND
 ET0073'HILL, 150 FEET WEST OF Y-JUNCTION OF DEWEY ROAD, 50 FEET NORTH OF
 ET0073'HIGHWAY CENTER-LINE.
 ET0073
 ET0073                          STATION RECOVERY (2007)
 ET0073
 ET0073'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0073'DEWEY ROAD IS NOW PRIVATE DRIVE AND LISTED AS OLD FAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0706 ***********************************************************************
 ET0706  DESIGNATION -  M 280
 ET0706  PID         -  ET0706
 ET0706  STATE/COUNTY-  AZ/LA PAZ
 ET0706  USGS QUAD   -  PLANET (1990)
 ET0706
 ET0706                         *CURRENT SURVEY CONTROL
 ET0706  ___________________________________________________________________
 ET0706* NAD 83(1986)-  34 08 38.     (N)    113 55 50.     (W)     SCALED    
 ET0706* NAVD 88     -       469.20   (+/-2cm)    1539.4    (feet)  VERTCON   
 ET0706  ___________________________________________________________________
 ET0706  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 ET0706  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0706
 ET0706.The horizontal coordinates were scaled from a topographic map and have
 ET0706.an estimated accuracy of +/- 6 seconds.
 ET0706
 ET0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0706.The vertical order pertains to the NGVD 29 superseded value.
 ET0706
 ET0706.The geoid height was determined by GEOID03.
 ET0706
 ET0706;                    North         East    Units  Estimated Accuracy
 ET0706;SPC AZ W     -   348,640.      196,710.      MT  (+/- 180 meters Scaled)
 ET0706
 ET0706                          SUPERSEDED SURVEY CONTROL
 ET0706
 ET0706  NGVD 29 (??/??/92)  468.546  (m)         1537.22   (f) ADJ UNCH    1 2
 ET0706
 ET0706.Superseded values are not recommended for survey control.
 ET0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0706.See file dsdata.txt to determine how the superseded data were derived.
 ET0706
 ET0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC297819(NAD 83)
 ET0706_MARKER: DB = BENCH MARK DISK
 ET0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0706_STAMPING: M 280 1948
 ET0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0706+STABILITY: SURFACE MOTION
 ET0706
 ET0706  HISTORY     - Date     Condition        Report By
 ET0706  HISTORY     - 1948     MONUMENTED       CGS
 ET0706
 ET0706                          STATION DESCRIPTION
 ET0706
 ET0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0706'19.1 MI N FROM BOUSE.
 ET0706'19.1 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0706'BOUSE, 0.5 MILE NORTHWEST OF THE CENTER LINE OF A Y-INTERSECTION OF A
 ET0706'ROAD LEADING NORTH TO SWANSEA, 72 FEET EAST OF THE CENTER LINE OF A
 ET0706'SMALL DRY WASH, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.3 FEET
 ET0706'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 ET0706'SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 ET0706'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1195 ***********************************************************************
 DV1195  DESIGNATION -  M 281
 DV1195  PID         -  DV1195
 DV1195  STATE/COUNTY-  AZ/LA PAZ
 DV1195  USGS QUAD   -  EAST OF UTTING (1990)
 DV1195
 DV1195                         *CURRENT SURVEY CONTROL
 DV1195  ___________________________________________________________________
 DV1195* NAD 83(1986)-  33 49 29.     (N)    113 52 01.     (W)     SCALED    
 DV1195* NAVD 88     -       353.96   (+/-2cm)    1161.3    (feet)  VERTCON   
 DV1195  ___________________________________________________________________
 DV1195  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1195  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1195
 DV1195.The horizontal coordinates were scaled from a topographic map and have
 DV1195.an estimated accuracy of +/- 6 seconds.
 DV1195
 DV1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1195.The vertical order pertains to the NGVD 29 superseded value.
 DV1195
 DV1195.The geoid height was determined by GEOID03.
 DV1195
 DV1195;                    North         East    Units  Estimated Accuracy
 DV1195;SPC AZ W     -   313,230.      202,540.      MT  (+/- 180 meters Scaled)
 DV1195
 DV1195                          SUPERSEDED SURVEY CONTROL
 DV1195
 DV1195  NGVD 29 (??/??/92)  353.303  (m)         1159.13   (f) ADJ UNCH    1 2
 DV1195
 DV1195.Superseded values are not recommended for survey control.
 DV1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1195.See file dsdata.txt to determine how the superseded data were derived.
 DV1195
 DV1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC346464(NAD 83)
 DV1195_MARKER: DB = BENCH MARK DISK
 DV1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1195_STAMPING: M 281 1948
 DV1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1195+STABILITY: SURFACE MOTION
 DV1195
 DV1195  HISTORY     - Date     Condition        Report By
 DV1195  HISTORY     - 1948     MONUMENTED       CGS
 DV1195
 DV1195                          STATION DESCRIPTION
 DV1195
 DV1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1195'8.7 MI NW FROM VICKSBURG.
 DV1195'8.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1195'FROM THE STATION SIGNBOARD AT VICKSBURG, 41 FEET SOUTHWEST OF THE
 DV1195'CENTER LINE OF THE TRACK, 4 FEET SOUTHEAST OF MILEPOST 69, ABOUT 4
 DV1195'FEET BELOW THE SURFACE OF THE TRACK, AND 3.1 FEET NORTHWEST OF A WHITE
 DV1195'WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DV1195'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0386 ***********************************************************************
 CZ0386  DESIGNATION -  M 283
 CZ0386  PID         -  CZ0386
 CZ0386  STATE/COUNTY-  AZ/PINAL
 CZ0386  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0386
 CZ0386                         *CURRENT SURVEY CONTROL
 CZ0386  ___________________________________________________________________
 CZ0386* NAD 83(1986)-  32 56 13.     (N)    111 27 48.     (W)     SCALED    
 CZ0386* NAVD 88     -       457.48   (+/-2cm)    1500.9    (feet)  VERTCON   
 CZ0386  ___________________________________________________________________
 CZ0386  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ0386  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0386
 CZ0386.The horizontal coordinates were scaled from a topographic map and have
 CZ0386.an estimated accuracy of +/- 6 seconds.
 CZ0386
 CZ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0386.The vertical order pertains to the NGVD 29 superseded value.
 CZ0386
 CZ0386.The geoid height was determined by GEOID03.
 CZ0386
 CZ0386;                    North         East    Units  Estimated Accuracy
 CZ0386;SPC AZ C     -   214,850.      255,750.      MT  (+/- 180 meters Scaled)
 CZ0386
 CZ0386                          SUPERSEDED SURVEY CONTROL
 CZ0386
 CZ0386  NGVD 29 (??/??/92)  457.02   (m)         1499.4    (f) COMPUTED    1 2
 CZ0386
 CZ0386.Superseded values are not recommended for survey control.
 CZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0386.See file dsdata.txt to determine how the superseded data were derived.
 CZ0386
 CZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB566443(NAD 83)
 CZ0386_MARKER: DB = BENCH MARK DISK
 CZ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0386_STAMPING: M 283 1948
 CZ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0386+STABILITY: SURFACE MOTION
 CZ0386
 CZ0386  HISTORY     - Date     Condition        Report By
 CZ0386  HISTORY     - 1948     MONUMENTED       CGS
 CZ0386  HISTORY     - 1967     MARK NOT FOUND   NGS
 CZ0386  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ0386
 CZ0386                          STATION DESCRIPTION
 CZ0386
 CZ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ0386'10.3 MI SW FROM FLORENCE.
 CZ0386'0.9 MILE SOUTH ALONG U.S. HIGHWAY 80-89 FROM THE COUNTY COURTHOUSE AT
 CZ0386'FLORENCE, THENCE 1.7 MILES SOUTHWEST ALONG A COUNTY ROAD, THENCE 0.7
 CZ0386'MILE WEST ALONG A COUNTY ROAD, THENCE 1 MILE SOUTH ALONG A COUNTY
 CZ0386'ROAD, THENCE 1 MILE WEST ALONG A COUNTY ROAD, THENCE 1 MILE SOUTH
 CZ0386'ALONG A COUNTY ROAD, THENCE 1 MILE WEST ALONG A COUNTY ROAD, THENCE 2
 CZ0386'MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.4 MILE WEST ALONG A COUNTY
 CZ0386'ROAD, THENCE 0.6 MILE SOUTH ALONG A COUNTY ROAD.  98 FEET SOUTH OF A
 CZ0386'TELEPHONE POLE, 66 FEET EAST OF AN IRRIGATION-DITCH, 29 FEET EAST OF
 CZ0386'THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 CZ0386'ABOUT LEVEL WITH THE SURFACE OF THE ROAD, AND 3 FEET SOUTH OF A WHITE
 CZ0386'WOODEN WITNESS POST. SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CZ0386'INCHES ABOVE GROUND.
 CZ0386
 CZ0386                          STATION RECOVERY (1967)
 CZ0386
 CZ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ0386'MARK NOT FOUND.
 CZ0386
 CZ0386                          STATION RECOVERY (2007)
 CZ0386
 CZ0386'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0386'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE ROADSIDE HAS
 CZ0386'RECENTLY  BEEN BLADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0749 ***********************************************************************
 ET0749  DESIGNATION -  M 286
 ET0749  PID         -  ET0749
 ET0749  STATE/COUNTY-  AZ/MOHAVE
 ET0749  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0749
 ET0749                         *CURRENT SURVEY CONTROL
 ET0749  ___________________________________________________________________
 ET0749* NAD 83(1986)-  34 30 48.     (N)    113 35 40.     (W)     SCALED    
 ET0749* NAVD 88     -       457.244  (meters)    1500.14   (feet)  POSTED    
 ET0749  ___________________________________________________________________
 ET0749  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 ET0749  DYNAMIC HT  -         456.730 (meters)    1498.45  (feet)  COMP
 ET0749  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 ET0749
 ET0749  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0749
 ET0749.The horizontal coordinates were scaled from a topographic map and have
 ET0749.an estimated accuracy of +/- 6 seconds.
 ET0749
 ET0749.The orthometric height was determined by differential leveling
 ET0749.and adjusted in November 2005.
 ET0749.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0749.rate of 0.0 thru 1.0 mm/km.
 ET0749
 ET0749.The geoid height was determined by GEOID03.
 ET0749
 ET0749.The dynamic height is computed by dividing the NAVD 88
 ET0749.geopotential number by the normal gravity value computed on the
 ET0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0749.degrees latitude (g = 980.6199 gals.).
 ET0749
 ET0749.The modeled gravity was interpolated from observed gravity values.
 ET0749
 ET0749;                    North         East    Units  Estimated Accuracy
 ET0749;SPC AZ W     -   389,620.      227,640.      MT  (+/- 180 meters Scaled)
 ET0749
 ET0749                          SUPERSEDED SURVEY CONTROL
 ET0749
 ET0749  NGVD 29 (??/??/92)  456.550  (m)         1497.86   (f) ADJ UNCH    1 2
 ET0749
 ET0749.Superseded values are not recommended for survey control.
 ET0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0749.See file dsdata.txt to determine how the superseded data were derived.
 ET0749
 ET0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD618221(NAD 83)
 ET0749_MARKER: DB = BENCH MARK DISK
 ET0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0749_STAMPING: M 286 1950
 ET0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0749+STABILITY: SURFACE MOTION
 ET0749
 ET0749  HISTORY     - Date     Condition        Report By
 ET0749  HISTORY     - 1950     MONUMENTED       CGS
 ET0749
 ET0749                          STATION DESCRIPTION
 ET0749
 ET0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0749'4.1 MI NE FROM SIGNAL.
 ET0749'4.1 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0749'INTERSECTION AT SIGNAL, 0.25 MILE SOUTH OF THE JUNCTION OF A PRIVATE
 ET0749'DRIVE LEADING NORTHWEST TO A RANCHHOUSE, 0.05 MILE SOUTH OF THE
 ET0749'JUNCTION OF A TRACK ROAD LEADING NORTH, 27 FEET WEST OF A 6-INCH
 ET0749'MESQUITE TREE USED AS A FENCE CORNER, 24 1/2 FEET NORTHWEST OF THE
 ET0749'CENTER LINE OF THE ROAD, 5.6 FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A
 ET0749'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ET0749'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0617 ***********************************************************************
 ET0617  DESIGNATION -  M 287
 ET0617  PID         -  ET0617
 ET0617  STATE/COUNTY-  AZ/MOHAVE
 ET0617  USGS QUAD   -  KAISER SPRING (1980)
 ET0617
 ET0617                         *CURRENT SURVEY CONTROL
 ET0617  ___________________________________________________________________
 ET0617* NAD 83(1986)-  34 37 14.     (N)    113 26 48.     (W)     SCALED    
 ET0617* NAVD 88     -       938.172  (meters)    3077.99   (feet)  POSTED    
 ET0617  ___________________________________________________________________
 ET0617  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0617  DYNAMIC HT  -         937.010 (meters)    3074.17  (feet)  COMP
 ET0617  MODELED GRAV-     979,366.6   (mgal)                       NAVD 88
 ET0617
 ET0617  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0617
 ET0617.The horizontal coordinates were scaled from a topographic map and have
 ET0617.an estimated accuracy of +/- 6 seconds.
 ET0617
 ET0617.The orthometric height was determined by differential leveling
 ET0617.and adjusted in November 2005.
 ET0617.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0617.rate of 1.1 thru 2.0 mm/km.
 ET0617
 ET0617.The geoid height was determined by GEOID03.
 ET0617
 ET0617.The dynamic height is computed by dividing the NAVD 88
 ET0617.geopotential number by the normal gravity value computed on the
 ET0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0617.degrees latitude (g = 980.6199 gals.).
 ET0617
 ET0617.The modeled gravity was interpolated from observed gravity values.
 ET0617
 ET0617;                    North         East    Units  Estimated Accuracy
 ET0617;SPC AZ W     -   401,540.      241,180.      MT  (+/- 180 meters Scaled)
 ET0617
 ET0617                          SUPERSEDED SURVEY CONTROL
 ET0617
 ET0617  NGVD 29 (??/??/92)  937.416  (m)         3075.51   (f) ADJ UNCH    1 2
 ET0617
 ET0617.Superseded values are not recommended for survey control.
 ET0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0617.See file dsdata.txt to determine how the superseded data were derived.
 ET0617
 ET0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD756336(NAD 83)
 ET0617_MARKER: DB = BENCH MARK DISK
 ET0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0617_STAMPING: M 287 1950
 ET0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0617+STABILITY: SURFACE MOTION
 ET0617
 ET0617  HISTORY     - Date     Condition        Report By
 ET0617  HISTORY     - 1950     MONUMENTED       CGS
 ET0617  HISTORY     - 1975     GOOD             USGS
 ET0617
 ET0617                          STATION DESCRIPTION
 ET0617
 ET0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0617'15.0 MI SE FROM WIKIEUP.
 ET0617'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0617'WIKIEUP, THENCE 7.6 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.55
 ET0617'MILE NORTHEAST OF A POINT WHERE THE PARKER-BAGDAD POWER LINE CROSSES
 ET0617'OVER THE ROAD, 0.1 MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD
 ET0617'LEADING NORTHWEST, 23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 17
 ET0617'FEET NORTHEAST OF THE EAST TRUNK OF A DOUBLE 10-INCH PALO VERDE TREE,
 ET0617'1.7 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 ET0617'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0617'GROUND.
 ET0617
 ET0617                          STATION RECOVERY (1975)
 ET0617
 ET0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0617'WIKIEUP POST OFFICE, 8.0 MI S. OF ALONG STATE HWY. 93, THENCE 5.1 MI
 ET0617'E. ALONG COUNTY RD. TO Y-JCT., THENCE 0.15 MI LEFT TO BM ON RIGHT.
 ET0617'23.5 FT E. OF CENTERLINE OF RD., 17 FT NE. OF EAST TRUNK OF DOUBLE
 ET0617'10-INCH PALO VERDE TREE, 1.7 FT S. OF WITNESS POST, ABOUT 2 FT HIGHER
 ET0617'THAN RD. SET IN CONCRETE POST PROJECTING 0.6 FT ABOVE GROUND. NGS
 ET0617'TABLET STAMPED M 287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0523 ***********************************************************************
 ET0523  DESIGNATION -  M 288
 ET0523  PID         -  ET0523
 ET0523  STATE/COUNTY-  AZ/YAVAPAI
 ET0523  USGS QUAD   -  SKULL VALLEY (1979)
 ET0523
 ET0523                         *CURRENT SURVEY CONTROL
 ET0523  ___________________________________________________________________
 ET0523* NAD 83(1986)-  34 37 08.     (N)    112 39 50.     (W)     SCALED    
 ET0523* NAVD 88     -      1471.982  (meters)    4829.33   (feet)  POSTED    
 ET0523  ___________________________________________________________________
 ET0523  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 ET0523  DYNAMIC HT  -        1470.010 (meters)    4822.86  (feet)  COMP
 ET0523  MODELED GRAV-     979,246.0   (mgal)                       NAVD 88
 ET0523
 ET0523  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0523
 ET0523.The horizontal coordinates were scaled from a topographic map and have
 ET0523.an estimated accuracy of +/- 6 seconds.
 ET0523
 ET0523.The orthometric height was determined by differential leveling
 ET0523.and adjusted in November 2005.
 ET0523.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0523.rate of 3.1 thru 4.0 mm/km.
 ET0523
 ET0523.The geoid height was determined by GEOID03.
 ET0523
 ET0523.The dynamic height is computed by dividing the NAVD 88
 ET0523.geopotential number by the normal gravity value computed on the
 ET0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0523.degrees latitude (g = 980.6199 gals.).
 ET0523
 ET0523.The modeled gravity was interpolated from observed gravity values.
 ET0523
 ET0523;                    North         East    Units  Estimated Accuracy
 ET0523;SPC AZ C     -   401,550.      144,840.      MT  (+/- 180 meters Scaled)
 ET0523
 ET0523                          SUPERSEDED SURVEY CONTROL
 ET0523
 ET0523  NGVD 29 (??/??/92) 1471.144  (m)         4826.58   (f) ADJ UNCH    2 0
 ET0523
 ET0523.Superseded values are not recommended for survey control.
 ET0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0523.See file dsdata.txt to determine how the superseded data were derived.
 ET0523
 ET0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD474320(NAD 83)
 ET0523_MARKER: DB = BENCH MARK DISK
 ET0523_SETTING: 0 = UNSPECIFIED SETTING
 ET0523_STAMPING: M 288 1950
 ET0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0523
 ET0523  HISTORY     - Date     Condition        Report By
 ET0523  HISTORY     - 1950     MONUMENTED       CGS
 ET0523  HISTORY     - 1974     GOOD             USGS
 ET0523
 ET0523                          STATION DESCRIPTION
 ET0523
 ET0523'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0523'8.8 MI N FROM SKULL VALLEY.
 ET0523'FROM THE PO AT SKULL VALLEY GO NORTH ON THE PAVED RD. TOWARD PRESCOTT
 ET0523'4.8 MI., GO LEFT OF A GRADED CO. RD. 2.9 MI. TO A T-RD TO THE WEST, GO
 ET0523'STRAIGHT 0.7 MI. TO A CATTLE GUARD AND A REVERSE Y-RD., GO LEFT (SW)
 ET0523'ON THE DIRT ROAD 0.3 MI. TO A TRACK RD. TO THE NORTH, GO RIGHT 0.1 MI.
 ET0523'TO JUST WEST OF A FENCE CORNER.  THE BM IS ABOUT 50 FT. WEST OF THE
 ET0523'FENCE CORNER AND 25 FT. WEST OF THE TRACK RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0409 ***********************************************************************
 FS0409  DESIGNATION -  M 289
 FS0409  PID         -  FS0409
 FS0409  STATE/COUNTY-  AZ/MOHAVE
 FS0409  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0409
 FS0409                         *CURRENT SURVEY CONTROL
 FS0409  ___________________________________________________________________
 FS0409* NAD 83(1986)-  35 59 30.     (N)    114 08 26.     (W)     SCALED    
 FS0409* NAVD 88     -       455.962  (meters)    1495.94   (feet)  POSTED    
 FS0409  ___________________________________________________________________
 FS0409  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FS0409  DYNAMIC HT  -         455.500 (meters)    1494.42  (feet)  COMP
 FS0409  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 FS0409
 FS0409  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0409
 FS0409.The horizontal coordinates were scaled from a topographic map and have
 FS0409.an estimated accuracy of +/- 6 seconds.
 FS0409
 FS0409.The orthometric height was determined by differential leveling
 FS0409.and adjusted by the  in 1992.
 FS0409.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0409.rate of 4.1 thru 8.0 mm/km.
 FS0409
 FS0409.The geoid height was determined by GEOID03.
 FS0409
 FS0409.The dynamic height is computed by dividing the NAVD 88
 FS0409.geopotential number by the normal gravity value computed on the
 FS0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0409.degrees latitude (g = 980.6199 gals.).
 FS0409
 FS0409.The modeled gravity was interpolated from observed gravity values.
 FS0409
 FS0409;                    North         East    Units  Estimated Accuracy
 FS0409;SPC AZ W     -   553,680.      178,150.      MT  (+/- 180 meters Scaled)
 FS0409
 FS0409                          SUPERSEDED SURVEY CONTROL
 FS0409
 FS0409  NGVD 29 (??/??/92)  455.328  (m)         1493.86   (f) ADJ UNCH    1 1
 FS0409
 FS0409.Superseded values are not recommended for survey control.
 FS0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0409.See file dsdata.txt to determine how the superseded data were derived.
 FS0409
 FS0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV577868(NAD 83)
 FS0409_MARKER: DB = BENCH MARK DISK
 FS0409_SETTING: 80 = SET IN A BOULDER
 FS0409_SP_SET: BOULDER
 FS0409_STAMPING: M 289 1950
 FS0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0409+STABILITY: SURFACE MOTION
 FS0409
 FS0409  HISTORY     - Date     Condition        Report By
 FS0409  HISTORY     - 1950     MONUMENTED       CGS
 FS0409  HISTORY     - 19870220 GOOD             USPSQD
 FS0409
 FS0409                          STATION DESCRIPTION
 FS0409
 FS0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FS0409'2.3 MI S FROM MOUTH OF HUALPAI WASH.
 FS0409'2.3 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0409'WASH ON THE SOUTH SHORE OF LAKE MEAD, IN HUALPAI WASH, IN THE
 FS0409'TOP OF THE NORTH EDGE OF AN OUTCROP, 35 FEET EAST OF THE CENTER
 FS0409'LINE OF THE ROAD, 7 FEET WEST OF THE WEST EDGE OF A LONE WHITE
 FS0409'BOULDER, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 FS0409'WHITE PAINTED LETTERS BM.
 FS0409
 FS0409                          STATION RECOVERY (1987)
 FS0409
 FS0409'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0630 ***********************************************************************
 ET0630  DESIGNATION -  M 290
 ET0630  PID         -  ET0630
 ET0630  STATE/COUNTY-  AZ/YAVAPAI
 ET0630  USGS QUAD   -  MALPAIS MESA NE (1967)
 ET0630
 ET0630                         *CURRENT SURVEY CONTROL
 ET0630  ___________________________________________________________________
 ET0630* NAD 83(1986)-  34 28 21.     (N)    113 03 11.     (W)     SCALED    
 ET0630* NAVD 88     -       708.464  (meters)    2324.35   (feet)  POSTED    
 ET0630  ___________________________________________________________________
 ET0630  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ET0630  DYNAMIC HT  -         707.610 (meters)    2321.55  (feet)  COMP
 ET0630  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 ET0630
 ET0630  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0630
 ET0630.The horizontal coordinates were scaled from a topographic map and have
 ET0630.an estimated accuracy of +/- 6 seconds.
 ET0630
 ET0630.The orthometric height was determined by differential leveling
 ET0630.and adjusted in November 2005.
 ET0630.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0630.rate of 1.1 thru 2.0 mm/km.
 ET0630
 ET0630.The geoid height was determined by GEOID03.
 ET0630
 ET0630.The dynamic height is computed by dividing the NAVD 88
 ET0630.geopotential number by the normal gravity value computed on the
 ET0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0630.degrees latitude (g = 980.6199 gals.).
 ET0630
 ET0630.The modeled gravity was interpolated from observed gravity values.
 ET0630
 ET0630;                    North         East    Units  Estimated Accuracy
 ET0630;SPC AZ C     -   385,650.      108,970.      MT  (+/- 180 meters Scaled)
 ET0630
 ET0630                          SUPERSEDED SURVEY CONTROL
 ET0630
 ET0630  NGVD 29 (??/??/92)  707.757  (m)         2322.03   (f) ADJ UNCH    1 2
 ET0630
 ET0630.Superseded values are not recommended for survey control.
 ET0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0630.See file dsdata.txt to determine how the superseded data were derived.
 ET0630
 ET0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD114164(NAD 83)
 ET0630_MARKER: DB = BENCH MARK DISK
 ET0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0630_SP_SET: CATTLE GUARD
 ET0630_STAMPING: M 290 1950
 ET0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0630
 ET0630  HISTORY     - Date     Condition        Report By
 ET0630  HISTORY     - 1950     MONUMENTED       CGS
 ET0630  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0630
 ET0630                          STATION DESCRIPTION
 ET0630
 ET0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0630'11.1 MI NW FROM HILLSIDE.
 ET0630'11.1 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0630'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, ABOUT 100 YARDS
 ET0630'SOUTHEAST OF A CONCRETE BRIDGE OVER A DRY WASH, AT A CATTLE GUARD, IN
 ET0630'THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE HEAD WALL,
 ET0630'65 FEET SOUTHWEST OF A TELEPHONE POLE, 11 1/2 FEET NORTHEAST OF THE
 ET0630'CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 ET0630'MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0630
 ET0630                          STATION RECOVERY (2008)
 ET0630
 ET0630'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0630'THERE IS NO LONGER A CATTLE GUARD AT THE DESCRIBED LOCATION. ASSUMED
 ET0630'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0691 ***********************************************************************
 CZ0691  DESIGNATION -  M 292
 CZ0691  PID         -  CZ0691
 CZ0691  STATE/COUNTY-  AZ/PIMA
 CZ0691  USGS QUAD   -  MARANA (1992)
 CZ0691
 CZ0691                         *CURRENT SURVEY CONTROL
 CZ0691  ___________________________________________________________________
 CZ0691* NAD 83(1986)-  32 22 49.     (N)    111 14 57.     (W)     SCALED    
 CZ0691* NAVD 88     -       614.53   (+/-2cm)    2016.2    (feet)  VERTCON   
 CZ0691  ___________________________________________________________________
 CZ0691  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0691
 CZ0691.The horizontal coordinates were scaled from a topographic map and have
 CZ0691.an estimated accuracy of +/- 6 seconds.
 CZ0691
 CZ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0691.The vertical order pertains to the NGVD 29 superseded value.
 CZ0691
 CZ0691.The geoid height was determined by GEOID03.
 CZ0691
 CZ0691;                    North         East    Units  Estimated Accuracy
 CZ0691;SPC AZ C     -   153,230.      276,170.      MT  (+/- 180 meters Scaled)
 CZ0691
 CZ0691                          SUPERSEDED SURVEY CONTROL
 CZ0691
 CZ0691  NGVD 29 (??/??/92)  613.933  (m)         2014.21   (f) ADJ UNCH    2 0
 CZ0691
 CZ0691.Superseded values are not recommended for survey control.
 CZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0691.See file dsdata.txt to determine how the superseded data were derived.
 CZ0691
 CZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA765826(NAD 83)
 CZ0691_MARKER: DB = BENCH MARK DISK
 CZ0691_SETTING: 0 = UNSPECIFIED SETTING
 CZ0691_STAMPING: M 292 1951
 CZ0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0691
 CZ0691  HISTORY     - Date     Condition        Report By
 CZ0691  HISTORY     - 1951     MONUMENTED       CGS
 CZ0691  HISTORY     - 1967     GOOD             USGS
 CZ0691
 CZ0691                          STATION DESCRIPTION
 CZ0691
 CZ0691'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0691'8.5 MI W FROM RILLITO.
 CZ0691'8.5 MILES WEST OF RILLITO FROM THE POSTOFFICE AT RILLITO GO SOUTH ON
 CZ0691'U.S. INTERSTATE 10 FOR 1.5 MILES TO AVRA VALLEY ROAD.  TURN RIGHT
 CZ0691'(WEST) AND GO 7.0 MILES TO SIDEROAD LEADING SOUTHEAST.  TURN LEFT
 CZ0691'SOUTHEAST AND GO ABOUT 150 FEET TO ROAD Y TAKE RIGHT FORK AND GO IN A
 CZ0691'SOUTHERLY DIRECTION FOR 1.0 MILE TO JUNCTION WITH AN EAST TO WEST ROAD
 CZ0691'0.1 MILE EAST OF RANCH BUILDINGS.  BM IS 46 FEET SOUTHEAST OF ROAD
 CZ0691'JUNCTION, 36 FEET SOUTH OF THE EAST-WEST ROAD, AND 96 FEET EAST OF A
 CZ0691'CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0637 ***********************************************************************
 CZ0637  DESIGNATION -  M 294
 CZ0637  PID         -  CZ0637
 CZ0637  STATE/COUNTY-  AZ/PIMA
 CZ0637  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0637
 CZ0637                         *CURRENT SURVEY CONTROL
 CZ0637  ___________________________________________________________________
 CZ0637* NAD 83(1986)-  32 22 43.     (N)    111 18 44.     (W)     SCALED    
 CZ0637* NAVD 88     -       612.27   (+/-2cm)    2008.8    (feet)  VERTCON   
 CZ0637  ___________________________________________________________________
 CZ0637  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0637
 CZ0637.The horizontal coordinates were scaled from a topographic map and have
 CZ0637.an estimated accuracy of +/- 6 seconds.
 CZ0637
 CZ0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0637.The vertical order pertains to the NGVD 29 superseded value.
 CZ0637
 CZ0637.The geoid height was determined by GEOID03.
 CZ0637
 CZ0637;                    North         East    Units  Estimated Accuracy
 CZ0637;SPC AZ C     -   153,010.      270,240.      MT  (+/- 180 meters Scaled)
 CZ0637
 CZ0637                          SUPERSEDED SURVEY CONTROL
 CZ0637
 CZ0637  NGVD 29 (??/??/92)  611.699  (m)         2006.88   (f) ADJ UNCH    2 0
 CZ0637
 CZ0637.Superseded values are not recommended for survey control.
 CZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0637.See file dsdata.txt to determine how the superseded data were derived.
 CZ0637
 CZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA706824(NAD 83)
 CZ0637_MARKER: DB = BENCH MARK DISK
 CZ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0637_STAMPING: M 294 1951
 CZ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0637+STABILITY: SURFACE MOTION
 CZ0637
 CZ0637  HISTORY     - Date     Condition        Report By
 CZ0637  HISTORY     - 1951     MONUMENTED       CGS
 CZ0637  HISTORY     - 1962     GOOD             NGS
 CZ0637
 CZ0637                          STATION DESCRIPTION
 CZ0637
 CZ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0637'15.6 MI W FROM CORTARO.
 CZ0637'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0637'CORTARO, THENCE 10.8 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.5
 CZ0637'MILE SOUTH ALONG AN OILED ROAD TO A CATTLEGUARD, THENCE SOUTHWEST
 CZ0637'ALONG THE EDGE OF THE MARANA AUX. 4 AIRPORT (NOW ABANDONED) 0.6 MILE,
 CZ0637'41.7 FEET NORTHWEST OF THE WEST CORNER OF THE FIELD, 1.9 FEET
 CZ0637'SOUTHWEST OF A WHITE WITNESS POST, A BRONZE DISK SET IN THE TOP OF A
 CZ0637'12-INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0590 ***********************************************************************
 CZ0590  DESIGNATION -  M 295
 CZ0590  PID         -  CZ0590
 CZ0590  STATE/COUNTY-  AZ/PIMA
 CZ0590  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0590
 CZ0590                         *CURRENT SURVEY CONTROL
 CZ0590  ___________________________________________________________________
 CZ0590* NAD 83(1986)-  32 27 16.     (N)    111 22 19.     (W)     SCALED    
 CZ0590* NAVD 88     -       602.02   (+/-2cm)    1975.1    (feet)  VERTCON   
 CZ0590  ___________________________________________________________________
 CZ0590  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0590
 CZ0590.The horizontal coordinates were scaled from a topographic map and have
 CZ0590.an estimated accuracy of +/- 6 seconds.
 CZ0590
 CZ0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0590.The vertical order pertains to the NGVD 29 superseded value.
 CZ0590
 CZ0590.The geoid height was determined by GEOID03.
 CZ0590
 CZ0590;                    North         East    Units  Estimated Accuracy
 CZ0590;SPC AZ C     -   161,390.      264,570.      MT  (+/- 180 meters Scaled)
 CZ0590
 CZ0590                          SUPERSEDED SURVEY CONTROL
 CZ0590
 CZ0590  NGVD 29 (??/??/92)  601.509  (m)         1973.45   (f) ADJ UNCH    2 0
 CZ0590
 CZ0590.Superseded values are not recommended for survey control.
 CZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0590.See file dsdata.txt to determine how the superseded data were derived.
 CZ0590
 CZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA650908(NAD 83)
 CZ0590_MARKER: DB = BENCH MARK DISK
 CZ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0590_STAMPING: M 295 1951
 CZ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0590+STABILITY: SURFACE MOTION
 CZ0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0590+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2009
 CZ0590
 CZ0590  HISTORY     - Date     Condition        Report By
 CZ0590  HISTORY     - 1951     MONUMENTED       CGS
 CZ0590  HISTORY     - 20060410 GOOD             GEOCAC
 CZ0590  HISTORY     - 20090222 GOOD             GEOCAC
 CZ0590
 CZ0590                          STATION DESCRIPTION
 CZ0590
 CZ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0590'16.0 MI W FROM RILLITO.
 CZ0590'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0590'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0590'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 14.5
 CZ0590'MILES WEST ACROSS THE MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD,
 CZ0590'105 FEET SOUTHWEST OF THE CENTER OF A Y JUNCTION OF A GRAVEL ROAD
 CZ0590'LEADING SOUTH, 53 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL
 CZ0590'ROAD, 39 FEET SOUTHEAST OF THE CENTER LINE OF SILVER BELL ROAD, 3.1
 CZ0590'FEET NORTHWEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND
 CZ0590'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0590'GROUND.
 CZ0590
 CZ0590                          STATION RECOVERY (2006)
 CZ0590
 CZ0590'RECOVERY NOTE BY GEOCACHING 2006 (JRB)
 CZ0590'RECOVERED IN GOOD CONDITION. IN MARANA, AT THE Y INTERSECTION OF
 CZ0590'SILVERBELL ROAD AND PUMP STATION ROAD, ABOUT 100 FEET SOUTHWEST OF THE
 CZ0590'INTERSECTION, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A ROUND
 CZ0590'CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND. THE WITNESS POST
 CZ0590'WAS NOT LOCATED AND IS LIKELY MISSING.
 CZ0590
 CZ0590                          STATION RECOVERY (2009)
 CZ0590
 CZ0590'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 CZ0590'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED
 CZ0590'COORDINATES OF N 32 27 16.1 W 111 22 18.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0669 ***********************************************************************
 CZ0669  DESIGNATION -  M 296
 CZ0669  PID         -  CZ0669
 CZ0669  STATE/COUNTY-  AZ/PIMA
 CZ0669  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0669
 CZ0669                         *CURRENT SURVEY CONTROL
 CZ0669  ___________________________________________________________________
 CZ0669* NAD 83(1986)-  32 12 09.     (N)    111 18 35.     (W)     SCALED    
 CZ0669* NAVD 88     -       705.69   (+/-2cm)    2315.3    (feet)  VERTCON   
 CZ0669  ___________________________________________________________________
 CZ0669  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0669
 CZ0669.The horizontal coordinates were scaled from a topographic map and have
 CZ0669.an estimated accuracy of +/- 6 seconds.
 CZ0669
 CZ0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0669.The vertical order pertains to the NGVD 29 superseded value.
 CZ0669
 CZ0669.The geoid height was determined by GEOID03.
 CZ0669
 CZ0669;                    North         East    Units  Estimated Accuracy
 CZ0669;SPC AZ C     -   133,480.      270,580.      MT  (+/- 180 meters Scaled)
 CZ0669
 CZ0669                          SUPERSEDED SURVEY CONTROL
 CZ0669
 CZ0669  NGVD 29 (??/??/92)  705.051  (m)         2313.15   (f) ADJ UNCH    2 0
 CZ0669
 CZ0669.Superseded values are not recommended for survey control.
 CZ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0669.See file dsdata.txt to determine how the superseded data were derived.
 CZ0669
 CZ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA708629(NAD 83)
 CZ0669_MARKER: DB = BENCH MARK DISK
 CZ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0669_STAMPING: M 296 1951
 CZ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0669+STABILITY: SURFACE MOTION
 CZ0669
 CZ0669  HISTORY     - Date     Condition        Report By
 CZ0669  HISTORY     - 1951     MONUMENTED       CGS
 CZ0669  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0669
 CZ0669                          STATION DESCRIPTION
 CZ0669
 CZ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0669'25.0 MI W FROM TUCSON.
 CZ0669'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0669'HIGHWAY 86, THENCE 3.8 MILES NORTHWEST ALONG A DIRT ROAD TO A WATER
 CZ0669'TANK AT PHILLIPS RANCH, THENCE 4.4 MILES WEST AND NORTH TO A T
 CZ0669'JUNCTION OF A DIM TRACK ROAD LEADING NORTH, THENCE 0.5 MILE NORTH TO
 CZ0669'THE EAST-WEST FENCE AT THE EDGE OF AN INDIAN RESERVATION, THENCE 1.4
 CZ0669'MILES WEST ALONG THE SOUTH SIDE OF THE FENCE TO THE GARCRA RANCH
 CZ0669'HOUSE, THENCE 0.1 MILE WEST TO THE SECOND TRACK ROAD LEADING
 CZ0669'NORTHWEST, THENCE 1.2 MILES NORTHWEST, 0.15 MILE NORTHWEST OF A Y
 CZ0669'JUNCTION OF A TRACK ROAD LEADING WEST, 45 FEET NORTHWEST OF THE CENTER
 CZ0669'LINE OF THE ROAD, 3.9 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1
 CZ0669'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0669'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0669
 CZ0669                          STATION RECOVERY (1975)
 CZ0669
 CZ0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0646 ***********************************************************************
 DA0646  DESIGNATION -  M 298
 DA0646  PID         -  DA0646
 DA0646  STATE/COUNTY-  AZ/MARICOPA
 DA0646  USGS QUAD   -  GILA BEND (1973)
 DA0646
 DA0646                         *CURRENT SURVEY CONTROL
 DA0646  ___________________________________________________________________
 DA0646* NAD 83(1986)-  32 55 49.     (N)    112 42 57.     (W)     SCALED    
 DA0646* NAVD 88     -       234.334  (meters)     768.81   (feet)  ADJUSTED  
 DA0646  ___________________________________________________________________
 DA0646  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0646  DYNAMIC HT  -         234.057 (meters)     767.90  (feet)  COMP
 DA0646  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 DA0646
 DA0646  VERT ORDER  -  FIRST     CLASS II
 DA0646
 DA0646.The horizontal coordinates were scaled from a topographic map and have
 DA0646.an estimated accuracy of +/- 6 seconds.
 DA0646
 DA0646.The orthometric height was determined by differential leveling
 DA0646.and adjusted in June 1991.
 DA0646
 DA0646.The geoid height was determined by GEOID03.
 DA0646
 DA0646.The dynamic height is computed by dividing the NAVD 88
 DA0646.geopotential number by the normal gravity value computed on the
 DA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0646.degrees latitude (g = 980.6199 gals.).
 DA0646
 DA0646.The modeled gravity was interpolated from observed gravity values.
 DA0646
 DA0646;                    North         East    Units  Estimated Accuracy
 DA0646;SPC AZ C     -   214,300.      138,620.      MT  (+/- 180 meters Scaled)
 DA0646
 DA0646                          SUPERSEDED SURVEY CONTROL
 DA0646
 DA0646  NGVD 29 (??/??/92)  233.750  (m)          766.89   (f) ADJ UNCH    1 2
 DA0646
 DA0646.Superseded values are not recommended for survey control.
 DA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0646.See file dsdata.txt to determine how the superseded data were derived.
 DA0646
 DA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB395448(NAD 83)
 DA0646_MARKER: DB = BENCH MARK DISK
 DA0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0646_STAMPING: M 298 1951
 DA0646_PROJECTION: PROJECTING 38 CENTIMETERS
 DA0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0646+STABILITY: SURFACE MOTION
 DA0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0646+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0646
 DA0646  HISTORY     - Date     Condition        Report By
 DA0646  HISTORY     - 1951     MONUMENTED       CGS
 DA0646  HISTORY     - 1980     GOOD             NGS
 DA0646  HISTORY     - 1980     GOOD             NGS
 DA0646  HISTORY     - 20060219 GOOD             USPSQD
 DA0646
 DA0646                          STATION DESCRIPTION
 DA0646
 DA0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0646'1.0 MI S FROM GILA BEND.
 DA0646'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0646'COMPANY RAILROAD STATION AT GILA BEND, THENCE 0.7 MILE SOUTH ALONG A
 DA0646'GRADED ROAD ON A SMALL BARREN PATCH, 59 FEET SOUTH OF THE CENTER LINE
 DA0646'OF THE ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0646'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 1 1/2
 DA0646'FEET HIGHER THAN THE ROAD.
 DA0646
 DA0646                          STATION RECOVERY (1980)
 DA0646
 DA0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0646'1.8 KILOMETERS (1.1 MILES) SOUTH ALONG MARTIN AVENUE AND A GRAVEL-
 DA0646'DIRT COUNTY ROAD FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD
 DA0646'IN GILA BEND, 0.5 KILOMETER (0.3 MILE) SOUTH OF THE INTERSTATE
 DA0646'HIGHWAY 8 OVERPASS, 0.2 KILOMETER (0.1 MILE) EAST OF A CEMETERY,
 DA0646'17.4 METERS (57 FEET) WEST OF THE CENTERLINE OF THE ROAD AND 41.8
 DA0646'METERS (137 FEET) SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO
 DA0646'THE CEMETERY.
 DA0646'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DA0646'THE MARK IS 0.3 M ABOVE CENTERLINE OF ROAD.
 DA0646
 DA0646                          STATION RECOVERY (1980)
 DA0646
 DA0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0646'1.8 KILOMETERS (1.1 MILES) SOUTH ALONG MARTIN AVENUE AND A GRAVEL-
 DA0646'DIRT COUNTY ROAD FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD
 DA0646'IN GILA BEND, 0.5 KILOMETER (0.3 MILE) SOUTH OF THE INTERSTATE
 DA0646'HIGHWAY 8 OVERPASS, 0.2 KILOMETER (0.1 MILE) EAST OF A CEMETERY,
 DA0646'17.4 METERS (57 FEET) WEST OF THE CENTERLINE OF THE ROAD AND 41.8
 DA0646'METERS (137 FEET) SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO
 DA0646'THE CEMETERY.
 DA0646'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DA0646'THE MARK IS 0.3 M ABOVE CENTERLINE OF ROAD.
 DA0646
 DA0646                          STATION RECOVERY (2006)
 DA0646
 DA0646'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0646'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1144 ***********************************************************************
 CZ1144  DESIGNATION -  M 299
 CZ1144  PID         -  CZ1144
 CZ1144  STATE/COUNTY-  AZ/PINAL
 CZ1144  USGS QUAD   -  VAIVA VO (1993)
 CZ1144
 CZ1144                         *CURRENT SURVEY CONTROL
 CZ1144  ___________________________________________________________________
 CZ1144* NAD 83(1986)-  32 42 37.     (N)    111 54 37.     (W)     SCALED    
 CZ1144* NAVD 88     -       435.66   (+/-2cm)    1429.3    (feet)  VERTCON   
 CZ1144  ___________________________________________________________________
 CZ1144  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1144
 CZ1144.The horizontal coordinates were scaled from a topographic map and have
 CZ1144.an estimated accuracy of +/- 6 seconds.
 CZ1144
 CZ1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1144.The vertical order pertains to the NGVD 29 superseded value.
 CZ1144
 CZ1144.The geoid height was determined by GEOID03.
 CZ1144
 CZ1144;                    North         East    Units  Estimated Accuracy
 CZ1144;SPC AZ C     -   189,620.      213,960.      MT  (+/- 180 meters Scaled)
 CZ1144
 CZ1144                          SUPERSEDED SURVEY CONTROL
 CZ1144
 CZ1144  NGVD 29 (??/??/92)  435.053  (m)         1427.34   (f) ADJ UNCH    2 0
 CZ1144
 CZ1144.Superseded values are not recommended for survey control.
 CZ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1144.See file dsdata.txt to determine how the superseded data were derived.
 CZ1144
 CZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146195(NAD 83)
 CZ1144_MARKER: DB = BENCH MARK DISK
 CZ1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1144_STAMPING: M 299 1952
 CZ1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1144+STABILITY: SURFACE MOTION
 CZ1144
 CZ1144  HISTORY     - Date     Condition        Report By
 CZ1144  HISTORY     - 1952     MONUMENTED       CGS
 CZ1144  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1144  HISTORY     - 1977     GOOD             USGS
 CZ1144
 CZ1144                          STATION DESCRIPTION
 CZ1144
 CZ1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1144'1.3 MI E FROM COCKLEBUR.
 CZ1144'1.3 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR, 0.7
 CZ1144'MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD LEADING EAST ON THE
 CZ1144'OUTSIDE OF A CURVE, AT THE Y JUNCTION OF A DIM ROAD LEADING WEST, 59
 CZ1144'FEET NORTHWEST OF THE CENTER LINE OF THE GRADED ROAD, 37 FEET
 CZ1144'NORTHWEST OF THE CENTER LINE OF THE DIM ROAD, 2 FEET SOUTHEAST OF A
 CZ1144'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CZ1144'FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
 CZ1144
 CZ1144                          STATION RECOVERY (1963)
 CZ1144
 CZ1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1144'MARK NOT FOUND.
 CZ1144
 CZ1144                          STATION RECOVERY (1977)
 CZ1144
 CZ1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1144'1.3 MILES EAST ALONG AN OLD ABANDONED TRAIL FROM THE WINDMILL AT
 CZ1144'VAIVA VO (COCKLEBUR). .7 MI NE OF THE Y JUNCTION OF A TRAIL LEADING
 CZ1144'EAST ON THE OUTSIDE OF A CURVE, AT THE Y JUNCTION OF AN ABANDONED
 CZ1144'TRAIL LEADING WEST, 59 FEET NORTHWEST OF THE TRAIL FORKS, ABOUT 300
 CZ1144'FEET SOUTHWEST OF A FENCE ENCLOSING A CLEARED-OFF PASTURE. THE REST
 CZ1144'OF THE DESCRIPTION IS OK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0177 ***********************************************************************
 FQ0177  DESIGNATION -  M 3
 FQ0177  PID         -  FQ0177
 FQ0177  STATE/COUNTY-  AZ/COCONINO
 FQ0177  USGS QUAD   -  BABBITT WASH (1983)
 FQ0177
 FQ0177                         *CURRENT SURVEY CONTROL
 FQ0177  ___________________________________________________________________
 FQ0177* NAD 83(1986)-  35 10 42.     (N)    111 09 23.     (W)     SCALED    
 FQ0177* NAVD 88     -      1660.506  (meters)    5447.84   (feet)  POSTED    
 FQ0177  ___________________________________________________________________
 FQ0177  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FQ0177  DYNAMIC HT  -        1658.280 (meters)    5440.54  (feet)  COMP
 FQ0177  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 FQ0177
 FQ0177  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0177
 FQ0177.The horizontal coordinates were scaled from a topographic map and have
 FQ0177.an estimated accuracy of +/- 6 seconds.
 FQ0177
 FQ0177.The orthometric height was determined by differential leveling
 FQ0177.and adjusted by the  in 1992.
 FQ0177.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0177.rate of 0.0 thru 1.0 mm/km.
 FQ0177
 FQ0177.The geoid height was determined by GEOID03.
 FQ0177
 FQ0177.The dynamic height is computed by dividing the NAVD 88
 FQ0177.geopotential number by the normal gravity value computed on the
 FQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0177.degrees latitude (g = 980.6199 gals.).
 FQ0177
 FQ0177.The modeled gravity was interpolated from observed gravity values.
 FQ0177
 FQ0177;                    North         East    Units  Estimated Accuracy
 FQ0177;SPC AZ C     -   463,620.      282,610.      MT  (+/- 180 meters Scaled)
 FQ0177
 FQ0177                          SUPERSEDED SURVEY CONTROL
 FQ0177
 FQ0177  NGVD 29 (??/??/92) 1659.651  (m)         5445.04   (f) ADJ UNCH    1 2
 FQ0177
 FQ0177.Superseded values are not recommended for survey control.
 FQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0177.See file dsdata.txt to determine how the superseded data were derived.
 FQ0177
 FQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD857928(NAD 83)
 FQ0177_MARKER: Q = CHISELED SQUARE
 FQ0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0177_SP_SET: ABUTMENT
 FQ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0177
 FQ0177  HISTORY     - Date     Condition        Report By
 FQ0177  HISTORY     - UNK      MONUMENTED       CGS
 FQ0177  HISTORY     - 1934     GOOD             NGS
 FQ0177  HISTORY     - 1965     GOOD             NGS
 FQ0177
 FQ0177                          STATION DESCRIPTION
 FQ0177
 FQ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0177'2.0 MI W FROM CANYON DIABLO.
 FQ0177'2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FQ0177'STATION AT CANYON DIABLO, COCONINO COUNTY, 2 POLES WEST OF MILEPOST
 FQ0177'314, AT STEEL I-BEAM BRIDGE A 315, IN THE TOP OF THE SOUTH END OF THE
 FQ0177'WEST ABUTMENT, 1 FOOT FROM THE FACE, AND 7-1/2 FEET SOUTH OF THE
 FQ0177'CENTERLINE OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, LETTERED US.
 FQ0177
 FQ0177                          STATION RECOVERY (1965)
 FQ0177
 FQ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0213 ***********************************************************************
 ES0213  DESIGNATION -  M 3
 ES0213  PID         -  ES0213
 ES0213  STATE/COUNTY-  AZ/NAVAJO
 ES0213  USGS QUAD   -  O W POINT (1990)
 ES0213
 ES0213                         *CURRENT SURVEY CONTROL
 ES0213  ___________________________________________________________________
 ES0213* NAD 83(1986)-  34 19 19.     (N)    110 50 56.     (W)     SCALED    
 ES0213* NAVD 88     -      2318.019  (meters)    7605.03   (feet)  ADJUSTED  
 ES0213  ___________________________________________________________________
 ES0213  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 ES0213  DYNAMIC HT  -        2314.462 (meters)    7593.36  (feet)  COMP
 ES0213  MODELED GRAV-     979,016.9   (mgal)                       NAVD 88
 ES0213
 ES0213  VERT ORDER  -  SECOND    CLASS 0
 ES0213
 ES0213.The horizontal coordinates were scaled from a topographic map and have
 ES0213.an estimated accuracy of +/- 6 seconds.
 ES0213
 ES0213.The orthometric height was determined by differential leveling
 ES0213.and adjusted in June 1991.
 ES0213
 ES0213.The geoid height was determined by GEOID03.
 ES0213
 ES0213.The dynamic height is computed by dividing the NAVD 88
 ES0213.geopotential number by the normal gravity value computed on the
 ES0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0213.degrees latitude (g = 980.6199 gals.).
 ES0213
 ES0213.The modeled gravity was interpolated from observed gravity values.
 ES0213
 ES0213;                    North         East    Units  Estimated Accuracy
 ES0213;SPC AZ E     -   368,570.      150,580.      MT  (+/- 180 meters Scaled)
 ES0213
 ES0213                          SUPERSEDED SURVEY CONTROL
 ES0213
 ES0213  NGVD 29 (??/??/92) 2316.956  (m)         7601.55   (f) ADJ UNCH    2 0
 ES0213
 ES0213.Superseded values are not recommended for survey control.
 ES0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0213.See file dsdata.txt to determine how the superseded data were derived.
 ES0213
 ES0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC139978(NAD 83)
 ES0213_MARKER: Z = SEE DESCRIPTION
 ES0213_SETTING: 0 = UNSPECIFIED SETTING
 ES0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0213
 ES0213  HISTORY     - Date     Condition        Report By
 ES0213  HISTORY     - UNK      MONUMENTED       USGS
 ES0213  HISTORY     - 1934     GOOD             NGS
 ES0213
 ES0213                          STATION DESCRIPTION
 ES0213
 ES0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0213'19.6 MI SW FROM HEBER.
 ES0213'ON GLOBE-HOLBROOK
 ES0213'ROAD, 20 FT. WEST OF CENTER LINE OF ROAD, AT INTERSECTION WITH HORSE
 ES0213'TRAP TRUCK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0028 ***********************************************************************
 ES0028  DESIGNATION -  M 30
 ES0028  PID         -  ES0028
 ES0028  STATE/COUNTY-  AZ/NAVAJO
 ES0028  USGS QUAD   -  ZENIFF (1971)
 ES0028
 ES0028                         *CURRENT SURVEY CONTROL
 ES0028  ___________________________________________________________________
 ES0028* NAD 83(1986)-  34 36 46.     (N)    110 22 41.     (W)     SCALED    
 ES0028* NAVD 88     -      1781.739  (meters)    5845.59   (feet)  ADJUSTED  
 ES0028  ___________________________________________________________________
 ES0028  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES0028  DYNAMIC HT  -        1779.201 (meters)    5837.26  (feet)  COMP
 ES0028  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 ES0028
 ES0028  VERT ORDER  -  SECOND    CLASS 0
 ES0028
 ES0028.The horizontal coordinates were scaled from a topographic map and have
 ES0028.an estimated accuracy of +/- 6 seconds.
 ES0028
 ES0028.The orthometric height was determined by differential leveling
 ES0028.and adjusted in June 1991.
 ES0028
 ES0028.The geoid height was determined by GEOID03.
 ES0028
 ES0028.The dynamic height is computed by dividing the NAVD 88
 ES0028.geopotential number by the normal gravity value computed on the
 ES0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0028.degrees latitude (g = 980.6199 gals.).
 ES0028
 ES0028.The modeled gravity was interpolated from observed gravity values.
 ES0028
 ES0028;                    North         East    Units  Estimated Accuracy
 ES0028;SPC AZ E     -   400,640.      193,970.      MT  (+/- 180 meters Scaled)
 ES0028
 ES0028                          SUPERSEDED SURVEY CONTROL
 ES0028
 ES0028  NGVD 29 (??/??/92) 1780.861  (m)         5842.71   (f) ADJ UNCH    2 0
 ES0028
 ES0028.Superseded values are not recommended for survey control.
 ES0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0028.See file dsdata.txt to determine how the superseded data were derived.
 ES0028
 ES0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD570302(NAD 83)
 ES0028_MARKER: DB = BENCH MARK DISK
 ES0028_SETTING: 80 = SET IN A BOULDER
 ES0028_SP_SET: BOULDER
 ES0028_STAMPING: M-30 1934
 ES0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0028+STABILITY: SURFACE MOTION
 ES0028
 ES0028  HISTORY     - Date     Condition        Report By
 ES0028  HISTORY     - 1934     MONUMENTED       USGS
 ES0028  HISTORY     - 1934     GOOD             NGS
 ES0028
 ES0028                          STATION DESCRIPTION
 ES0028
 ES0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0028'20.4 MI NE FROM HEBER.
 ES0028'ON GLOBE TO HOLBROOK ROAD, AT THE INTERSECTION WITH A ROAD LEADING TO
 ES0028'THE SOUTH TO ZEFF.  600 FEET NORTH OF A RANCH HOUSE.  25 FEET SOUTH OF
 ES0028'THE ROAD AT THE INTERSECTION.  5 FEET NORTH OF FENCE LINE.  SET IN TOP
 ES0028'OF BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0345 ***********************************************************************
 ES0345  DESIGNATION -  M 30
 ES0345  PID         -  ES0345
 ES0345  STATE/COUNTY-  AZ/YAVAPAI
 ES0345  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0345
 ES0345                         *CURRENT SURVEY CONTROL
 ES0345  ___________________________________________________________________
 ES0345* NAD 83(1986)-  34 27 51.     (N)    111 43 06.     (W)     SCALED    
 ES0345* NAVD 88     -      1143.455  (meters)    3751.49   (feet)  ADJUSTED  
 ES0345  ___________________________________________________________________
 ES0345  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0345  DYNAMIC HT  -        1141.972 (meters)    3746.62  (feet)  COMP
 ES0345  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 ES0345
 ES0345  VERT ORDER  -  FIRST     CLASS II
 ES0345
 ES0345.The horizontal coordinates were scaled from a topographic map and have
 ES0345.an estimated accuracy of +/- 6 seconds.
 ES0345
 ES0345.The orthometric height was determined by differential leveling
 ES0345.and adjusted in June 1991.
 ES0345
 ES0345.The geoid height was determined by GEOID03.
 ES0345
 ES0345.The dynamic height is computed by dividing the NAVD 88
 ES0345.geopotential number by the normal gravity value computed on the
 ES0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0345.degrees latitude (g = 980.6199 gals.).
 ES0345
 ES0345.The modeled gravity was interpolated from observed gravity values.
 ES0345
 ES0345;                    North         East    Units  Estimated Accuracy
 ES0345;SPC AZ C     -   384,160.      231,580.      MT  (+/- 180 meters Scaled)
 ES0345
 ES0345                          SUPERSEDED SURVEY CONTROL
 ES0345
 ES0345  NGVD 29 (??/??/92) 1142.716  (m)         3749.06   (f) ADJ UNCH    1 2
 ES0345
 ES0345.Superseded values are not recommended for survey control.
 ES0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0345.See file dsdata.txt to determine how the superseded data were derived.
 ES0345
 ES0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD340138(NAD 83)
 ES0345_MARKER: DB = BENCH MARK DISK
 ES0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0345_SP_SET: ROCK WALL
 ES0345_MARK LOGO: CGS   
 ES0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0345
 ES0345  HISTORY     - Date     Condition        Report By
 ES0345  HISTORY     - UNK      MONUMENTED       CGS
 ES0345  HISTORY     - 1933     GOOD             NGS
 ES0345  HISTORY     - 1982     GOOD             NGS
 ES0345  HISTORY     - 20080725 GOOD             GEOCAC
 ES0345
 ES0345                          STATION DESCRIPTION
 ES0345
 ES0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0345'13.9 MI SE FROM CAMP VERDE.
 ES0345'AT SIDE OF HIGHWAY, 0.3 MILES NORTHWEST OF SYCAMORE CREEK, TOP OF ROCK
 ES0345'WALL AT WEST SIDE OF WATER-FALL, 75 FEET SOUTHWEST OF HIGHWAY
 ES0345'CENTER-LINE.
 ES0345
 ES0345                          STATION RECOVERY (1982)
 ES0345
 ES0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0345'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0345'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0345'OFFICE IN CAMP VERDE, THENCE 8.2 KM (5.1 MI) SOUTHEAST ALONG FOSSIL
 ES0345'CREEK ROAD, IN TOP OF AN OUTCROP LEDGE AT THE TOP OF THE SOUTHWEST
 ES0345'SIDE OF THE NORTHWEST END OF A SMALL GORGE, 22.8 METERS (75 FT)
 ES0345'SOUTHWEST OF THE ROAD CENTERLINE, 0.15 METER (0.5 FT) SOUTHWEST OF THE
 ES0345'SOUTHWEST EDGE OF THE GORGE.
 ES0345'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0345'THE MARK IS 2.0 M BELOW THE ROAD.
 ES0345
 ES0345                          STATION RECOVERY (2008)
 ES0345
 ES0345'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0345'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0345'34 27 50.0 (N)   111 43 05.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0001 ***********************************************************************
 GP0001  DESIGNATION -  M 30
 GP0001  PID         -  GP0001
 GP0001  STATE/COUNTY-  AZ/NAVAJO
 GP0001  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0001
 GP0001                         *CURRENT SURVEY CONTROL
 GP0001  ___________________________________________________________________
 GP0001* NAD 83(1986)-  36 59 58.     (N)    110 10 27.     (W)     SCALED    
 GP0001* NAVD 88     -      1588.624  (meters)    5212.01   (feet)  ADJUSTED  
 GP0001  ___________________________________________________________________
 GP0001  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 GP0001  DYNAMIC HT  -        1586.801 (meters)    5206.03  (feet)  COMP
 GP0001  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 GP0001
 GP0001  VERT ORDER  -  FIRST     CLASS II
 GP0001
 GP0001.The horizontal coordinates were scaled from a topographic map and have
 GP0001.an estimated accuracy of +/- 6 seconds.
 GP0001
 GP0001.The orthometric height was determined by differential leveling
 GP0001.and adjusted in June 1991.
 GP0001
 GP0001.The geoid height was determined by GEOID03.
 GP0001
 GP0001.The dynamic height is computed by dividing the NAVD 88
 GP0001.geopotential number by the normal gravity value computed on the
 GP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0001.degrees latitude (g = 980.6199 gals.).
 GP0001
 GP0001.The modeled gravity was interpolated from observed gravity values.
 GP0001
 GP0001;                    North         East    Units  Estimated Accuracy
 GP0001;SPC AZ E     -   665,410.      212,690.      MT  (+/- 180 meters Scaled)
 GP0001
 GP0001                          SUPERSEDED SURVEY CONTROL
 GP0001
 GP0001  NGVD 29 (??/??/92) 1587.722  (m)         5209.05   (f) ADJ UNCH    1 2
 GP0001
 GP0001.Superseded values are not recommended for survey control.
 GP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0001.See file dsdata.txt to determine how the superseded data were derived.
 GP0001
 GP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF734951(NAD 83)
 GP0001_MARKER: DB = BENCH MARK DISK
 GP0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0001_STAMPING: M 30 1933 5209.051
 GP0001_MARK LOGO: CGS   
 GP0001_PROJECTION: PROJECTING 60 CENTIMETERS
 GP0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0001+STABILITY: SURFACE MOTION
 GP0001
 GP0001  HISTORY     - Date     Condition        Report By
 GP0001  HISTORY     - 1933     MONUMENTED       CGS
 GP0001  HISTORY     - 1962     GOOD             NGS
 GP0001  HISTORY     - 1983     GOOD             NGS
 GP0001
 GP0001                          STATION DESCRIPTION
 GP0001
 GP0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0001'2.25 MI E FROM GOULDING TR POST, UT.
 GP0001'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0001'UTAH.  THENCE 0.3 MILE SOUTH ALONG UTAH STATE HIGHWAY 47, 0.1 MILE
 GP0001'NORTH OF THE UTAH-ARIZONA STATE LINE, 215 FEET EAST OF THE CENTERLINE
 GP0001'OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 GP0001'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0001'PROJECTING 12 INCHES.
 GP0001
 GP0001                          STATION RECOVERY (1983)
 GP0001
 GP0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0001'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  34.3 KM
 GP0001'(21.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 GP0001'MEXICAN HAT, 0.5 KM (0.3 MI) SOUTH OF A PAVED CROSSROAD, 0.2 KM
 GP0001'(0.1 MI) NORTH OF THE UTAH-ARIZONA STATE LINE, 139.3 METERS (457.0 FT)
 GP0001'NORTH OF THE NORTHEAST CORNER OF ROCK MONUMENT AND SIGN (COME BACK
 GP0001'SOON TO SCENIC UTAH), AND 65.5 METERS (215.0 FT) EAST OF THE
 GP0001'CENTERLINE OF THE HIGHWAY.
 GP0001'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 GP0001'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0145 ***********************************************************************
 DA0145  DESIGNATION -  M 300
 DA0145  PID         -  DA0145
 DA0145  STATE/COUNTY-  AZ/PINAL
 DA0145  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0145
 DA0145                         *CURRENT SURVEY CONTROL
 DA0145  ___________________________________________________________________
 DA0145* NAD 83(1986)-  32 59 03.     (N)    112 02 52.     (W)     SCALED    
 DA0145* NAVD 88     -       370.90   (+/-2cm)    1216.9    (feet)  VERTCON   
 DA0145  ___________________________________________________________________
 DA0145  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DA0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0145
 DA0145.The horizontal coordinates were scaled from a topographic map and have
 DA0145.an estimated accuracy of +/- 6 seconds.
 DA0145
 DA0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0145.The vertical order pertains to the NGVD 29 superseded value.
 DA0145
 DA0145.The geoid height was determined by GEOID03.
 DA0145
 DA0145;                    North         East    Units  Estimated Accuracy
 DA0145;SPC AZ C     -   220,000.      201,110.      MT  (+/- 180 meters Scaled)
 DA0145
 DA0145                          SUPERSEDED SURVEY CONTROL
 DA0145
 DA0145  NGVD 29 (??/??/92)  370.360  (m)         1215.09   (f) ADJ UNCH    2 0
 DA0145
 DA0145.Superseded values are not recommended for survey control.
 DA0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0145.See file dsdata.txt to determine how the superseded data were derived.
 DA0145
 DA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB021500(NAD 83)
 DA0145_MARKER: DB = BENCH MARK DISK
 DA0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0145_STAMPING: M 300 1952
 DA0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0145+STABILITY: SURFACE MOTION
 DA0145
 DA0145  HISTORY     - Date     Condition        Report By
 DA0145  HISTORY     - 1952     MONUMENTED       CGS
 DA0145  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 DA0145
 DA0145                          STATION DESCRIPTION
 DA0145
 DA0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0145'11.6 MI NW FROM STANFIELD.
 DA0145'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0145'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0145'3.0 MILES WEST ALONG THE MILLER ROAD, THENCE 3.0 NORTH ALONG THE
 DA0145'MARICOPA ROAD, ABOUT 115 YARDS SOUTH OF THE RIGHT ANGLE IN A POWER
 DA0145'LINE, ABOUT 97 YARDS SOUTH OF THE T JUNCTION OF THE PAPAGO ROAD WHICH
 DA0145'LEADS WEST, 58 1/2 FEET NORTH OF A POWER LINE POLE, 51 FEET EAST OF
 DA0145'THE CENTER LINE OF THE ROAD, 1.0 FEET WEST OF A FENCE, 1.7 FEET SOUTH
 DA0145'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0145'0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0145
 DA0145                          STATION RECOVERY (2006)
 DA0145
 DA0145'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DA0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0753 ***********************************************************************
 CZ0753  DESIGNATION -  M 301
 CZ0753  PID         -  CZ0753
 CZ0753  STATE/COUNTY-  AZ/PIMA
 CZ0753  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0753
 CZ0753                         *CURRENT SURVEY CONTROL
 CZ0753  ___________________________________________________________________
 CZ0753* NAD 83(1986)-  32 13 44.     (N)    111 21 04.     (W)     SCALED    
 CZ0753* NAVD 88     -       708.62   (+/-2cm)    2324.9    (feet)  VERTCON   
 CZ0753  ___________________________________________________________________
 CZ0753  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0753
 CZ0753.The horizontal coordinates were scaled from a topographic map and have
 CZ0753.an estimated accuracy of +/- 6 seconds.
 CZ0753
 CZ0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0753.The vertical order pertains to the NGVD 29 superseded value.
 CZ0753
 CZ0753.The geoid height was determined by GEOID03.
 CZ0753
 CZ0753;                    North         East    Units  Estimated Accuracy
 CZ0753;SPC AZ C     -   136,390.      266,660.      MT  (+/- 180 meters Scaled)
 CZ0753
 CZ0753                          SUPERSEDED SURVEY CONTROL
 CZ0753
 CZ0753  NGVD 29 (??/??/92)  707.988  (m)         2322.79   (f) ADJ UNCH    2 0
 CZ0753
 CZ0753.Superseded values are not recommended for survey control.
 CZ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0753.See file dsdata.txt to determine how the superseded data were derived.
 CZ0753
 CZ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA669658(NAD 83)
 CZ0753_MARKER: DB = BENCH MARK DISK
 CZ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0753_STAMPING: M 301 1951
 CZ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0753+STABILITY: SURFACE MOTION
 CZ0753
 CZ0753  HISTORY     - Date     Condition        Report By
 CZ0753  HISTORY     - 1951     MONUMENTED       CGS
 CZ0753  HISTORY     - 1975     GOOD             USGS
 CZ0753
 CZ0753                          STATION DESCRIPTION
 CZ0753
 CZ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0753'24.3 MI SW FROM SILVER BELL.
 CZ0753'1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0753'SILVER BELL, THENCE 23 MILES SOUTHEAST ALONG A GRAVEL ROAD TO A Y
 CZ0753'JUNCTION, THENCE 0.3 MILE NORTHEAST ALONG A TRACK ROAD., ALSO FROM
 CZ0753'TUCSON, 8.9 MILES WEST ALONG THE ANKLAM AND SAHUARO ROADS THRU THE
 CZ0753'TUCSON MOUNTAIN PARK FROM THE SAINT MARYS HOSPITAL AT TUCSON, THENCE
 CZ0753'6.4 MILES NORTHWEST ALONG THE KINNEY ROAD (VIA MCCAIN LOOP) TO A T
 CZ0753'JUNCTION OF A ROAD LEADING WEST TO DUNNS FARM, THENCE 4.6 MILES WEST
 CZ0753'ALONG A DIRT ROAD, TO A NORTH-SOUTH POWER LINE AND A T JUNCTION OF A
 CZ0753'ROAD, THENCE 0.4 MILES SOUTH ALONG THE POWER LINE TO AN INTERSECTION,
 CZ0753'THENCE 4.8 MILES WEST ALONG A DIRT ROAD, 0.35 MILE NORTH OF A Y
 CZ0753'JUNCTION OF ROADS, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3
 CZ0753'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CZ0753'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0753
 CZ0753                          STATION RECOVERY (1975)
 CZ0753
 CZ0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0753'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0753'(N.) 8.2 MI ON SANDARIO RD. TO RD. FORK. BEAR LEFT (NW.) 1.6 MI TO
 CZ0753'RD. JUNCTION. TURN LEFT (W.) 2.5 MI ON MAIN RD. TO T-RD. AT SHARP
 CZ0753'BEND. TURN LEFT, THROUGH GATE, THENCE SOUTH-SOUTHWEST ALONG MAIN
 CZ0753'TRAVELED RD. 0.15 MI TO FORK. BEAR RIGHT (W.) 4.8 MI (0.05 MI SW. OF
 CZ0753'WASH X-ING). 22 FT E. OF RD. AND RD. FORK UPHILL. SET IN TOP OF A
 CZ0753'CONCRETE POST PROJECTING 0.4 FT (0.5 MI N. OF COCORAQUE RANCH). NGS
 CZ0753'DISK STAMPED M 301 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0528 ***********************************************************************
 CG0528  DESIGNATION -  M 302
 CG0528  PID         -  CG0528
 CG0528  STATE/COUNTY-  AZ/PIMA
 CG0528  USGS QUAD   -  ARIVACA (1979)
 CG0528
 CG0528                         *CURRENT SURVEY CONTROL
 CG0528  ___________________________________________________________________
 CG0528* NAD 83(1986)-  31 34 58.     (N)    111 20 35.     (W)     SCALED    
 CG0528* NAVD 88     -      1096.85   (+/-2cm)    3598.6    (feet)  VERTCON   
 CG0528  ___________________________________________________________________
 CG0528  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CG0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0528
 CG0528.The horizontal coordinates were scaled from a topographic map and have
 CG0528.an estimated accuracy of +/- 6 seconds.
 CG0528
 CG0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0528.The vertical order pertains to the NGVD 29 superseded value.
 CG0528
 CG0528.The geoid height was determined by GEOID03.
 CG0528
 CG0528;                    North         East    Units  Estimated Accuracy
 CG0528;SPC AZ C     -    64,750.      267,800.      MT  (+/- 180 meters Scaled)
 CG0528
 CG0528                          SUPERSEDED SURVEY CONTROL
 CG0528
 CG0528  NGVD 29 (??/??/92) 1096.026  (m)         3595.88   (f) ADJ UNCH    2 0
 CG0528
 CG0528.Superseded values are not recommended for survey control.
 CG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0528.See file dsdata.txt to determine how the superseded data were derived.
 CG0528
 CG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV674942(NAD 83)
 CG0528_MARKER: DB = BENCH MARK DISK
 CG0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0528_STAMPING: M 302 1951
 CG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0528+STABILITY: SURFACE MOTION
 CG0528
 CG0528  HISTORY     - Date     Condition        Report By
 CG0528  HISTORY     - 1951     MONUMENTED       CGS
 CG0528  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0528
 CG0528                          STATION DESCRIPTION
 CG0528
 CG0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0528'1.1 MI NW FROM ARIVACA.
 CG0528'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0528'THENCE 1 MILE NORTHWEST ALONG THE MAIN ROAD, ON THE OUTSIDE OF A TURN
 CG0528'IN THE ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT ABOUT THE
 CG0528'CENTER OF THE TURN, 28.5 FEET NORTHEAST OF A FENCE LINE, 1.6 FEET EAST
 CG0528'OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CG0528'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0528
 CG0528                          STATION RECOVERY (2001)
 CG0528
 CG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0528'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1335 ***********************************************************************
 CZ1335  DESIGNATION -  M 303
 CZ1335  PID         -  CZ1335
 CZ1335  STATE/COUNTY-  AZ/PINAL
 CZ1335  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1335
 CZ1335                         *CURRENT SURVEY CONTROL
 CZ1335  ___________________________________________________________________
 CZ1335* NAD 83(1986)-  32 34 01.     (N)    111 30 02.     (W)     SCALED    
 CZ1335* NAVD 88     -       530.41   (+/-2cm)    1740.2    (feet)  VERTCON   
 CZ1335  ___________________________________________________________________
 CZ1335  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ1335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1335
 CZ1335.The horizontal coordinates were scaled from a topographic map and have
 CZ1335.an estimated accuracy of +/- 6 seconds.
 CZ1335
 CZ1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1335.The vertical order pertains to the NGVD 29 superseded value.
 CZ1335
 CZ1335.The geoid height was determined by GEOID03.
 CZ1335
 CZ1335;                    North         East    Units  Estimated Accuracy
 CZ1335;SPC AZ C     -   173,810.      252,430.      MT  (+/- 180 meters Scaled)
 CZ1335
 CZ1335                          SUPERSEDED SURVEY CONTROL
 CZ1335
 CZ1335  NGVD 29 (??/??/92)  529.902  (m)         1738.52   (f) ADJ UNCH    2 0
 CZ1335
 CZ1335.Superseded values are not recommended for survey control.
 CZ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1335.See file dsdata.txt to determine how the superseded data were derived.
 CZ1335
 CZ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB530033(NAD 83)
 CZ1335_MARKER: DB = BENCH MARK DISK
 CZ1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1335_STAMPING: M 303 1951
 CZ1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1335+STABILITY: SURFACE MOTION
 CZ1335
 CZ1335  HISTORY     - Date     Condition        Report By
 CZ1335  HISTORY     - 1951     MONUMENTED       CGS
 CZ1335
 CZ1335                          STATION DESCRIPTION
 CZ1335
 CZ1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1335'12.0 MI W FROM RED ROCK.
 CZ1335'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1335'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ1335'GRADED ROAD, THENCE 5.4 MILES NORTHWEST ALONG A GRADE ROAD, 0.5 MILE
 CZ1335'NORTHWEST OF A Y JUNCTION WITH A GRADED ROAD LEADING WEST, AT A T
 CZ1335'JUNCTION WITH A DIM TRACK ROAD LEADING NORTH TO A RANCH, IN LINE WITH
 CZ1335'THE PROLONGATION OF THE TRACK ROAD, 32.6 FEET SOUTHWEST ACROSS FROM
 CZ1335'(GLO) 1/4 SECTION S 10 S 11, 24 1/2 FEET SOUTHWEST OF THE CENTER LINE
 CZ1335'OF THE MAIN ROAD, 1.8 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1
 CZ1335'FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ1335'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1341 ***********************************************************************
 CZ1341  DESIGNATION -  M 304
 CZ1341  PID         -  CZ1341
 CZ1341  STATE/COUNTY-  AZ/PINAL
 CZ1341  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1341
 CZ1341                         *CURRENT SURVEY CONTROL
 CZ1341  ___________________________________________________________________
 CZ1341* NAD 83(1992)-  32 41 26.15142(N)    111 33 05.20589(W)     ADJUSTED  
 CZ1341* NAVD 88     -       491.872  (meters)    1613.75   (feet)  ADJUSTED  
 CZ1341  ___________________________________________________________________
 CZ1341  X           -  -1,973,873.176 (meters)                     COMP
 CZ1341  Y           -  -4,997,804.334 (meters)                     COMP
 CZ1341  Z           -   3,425,380.274 (meters)                     COMP
 CZ1341  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 CZ1341  ELLIP HEIGHT-         461.890 (meters)          (08/23/93) ADJUSTED
 CZ1341  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1341  DYNAMIC HT  -         491.245 (meters)    1611.69  (feet)  COMP
 CZ1341  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 CZ1341
 CZ1341  HORZ ORDER  -  FIRST
 CZ1341  VERT ORDER  -  FIRST     CLASS II
 CZ1341  ELLP ORDER  -  FOURTH    CLASS II
 CZ1341
 CZ1341.The horizontal coordinates were established by GPS observations
 CZ1341.and adjusted by the National Geodetic Survey in August 1993.
 CZ1341
 CZ1341.The orthometric height was determined by differential leveling
 CZ1341.and adjusted in November 1993.
 CZ1341.WARNING-GPS observations at this control monument resulted in a GPS
 CZ1341.derived orthometric height which differed from the leveled height by
 CZ1341.more than one decimeter (0.1 meter).
 CZ1341
 CZ1341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1341
 CZ1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1341
 CZ1341.The ellipsoidal height was determined by GPS observations
 CZ1341.and is referenced to NAD 83.
 CZ1341
 CZ1341.The geoid height was determined by GEOID03.
 CZ1341
 CZ1341.The dynamic height is computed by dividing the NAVD 88
 CZ1341.geopotential number by the normal gravity value computed on the
 CZ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1341.degrees latitude (g = 980.6199 gals.).
 CZ1341
 CZ1341.The modeled gravity was interpolated from observed gravity values.
 CZ1341
 CZ1341;                    North         East     Units Scale Factor Converg.
 CZ1341;SPC AZ C     -   187,500.672   247,606.340   MT  0.99991446   +0 11 50.1
 CZ1341;SPC AZ C     -   615,159.69    812,356.76   iFT  0.99991446   +0 11 50.1
 CZ1341;UTM  12      - 3,617,121.775   448,306.823   MT  0.99963295   -0 17 52.2
 CZ1341
 CZ1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1341!SPC AZ C     -   0.99992749  x   0.99991446  =   0.99984195
 CZ1341!UTM  12      -   0.99992749  x   0.99963295  =   0.99956046
 CZ1341
 CZ1341                          SUPERSEDED SURVEY CONTROL
 CZ1341
 CZ1341  NAD 83(1986)-  32 41 26.14578(N)    111 33 05.20658(W) AD(       ) 1
 CZ1341  NGVD 29 (??/??/92)  495.487  (m)         1625.61   (f) ADJ UNCH    1 2
 CZ1341
 CZ1341.Superseded values are not recommended for survey control.
 CZ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1341.See file dsdata.txt to determine how the superseded data were derived.
 CZ1341
 CZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4830717122(NAD 83)
 CZ1341_MARKER: DB = BENCH MARK DISK
 CZ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1341_SP_SET: CONCRETE POST
 CZ1341_STAMPING: M 304 1951
 CZ1341_MARK LOGO: CGS   
 CZ1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1341+STABILITY: SURFACE MOTION
 CZ1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1341+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1341
 CZ1341  HISTORY     - Date     Condition        Report By
 CZ1341  HISTORY     - 1951     MONUMENTED       CGS
 CZ1341  HISTORY     - 19840322 GOOD
 CZ1341  HISTORY     - 19911212 GOOD             NGS
 CZ1341
 CZ1341                          STATION DESCRIPTION
 CZ1341
 CZ1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1341'4.3 MI S FROM ELOY.
 CZ1341'0.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1341'RAILROAD STATION AT ELOY, THENCE 4 MILES SOUTH ALONG SUNSHINE BLVD.,
 CZ1341'AT THE INTERSECTION OF NUTT ROAD, AT THE NORTHWEST CORNER OF THE
 CZ1341'INTERSECTION, 36 FEET WEST OF THE CENTER LINE OF SUNSHINE BLVD. 25
 CZ1341'FEET NORTH OF THE CENTER LINE OF NUTT ROAD, 11.2 FEET NORTH OF THE
 CZ1341'NORTH FACE OF A CONCRETE HEADWALL OF A CULVERT UNDER NUTT ROAD, 2.8
 CZ1341'FEET SOUTHWEST OF TELEGRAPH POLE 2, 1.2 FEET EAST OF A FENCE LINE, 2.2
 CZ1341'FEET NORTH OF A WITNESS POST, AND SET IN A CONCRETE POST PROJECTING
 CZ1341'0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROADS.
 CZ1341
 CZ1341                          STATION RECOVERY (1984)
 CZ1341
 CZ1341'RECOVERED 1984
 CZ1341'RECOVERED IN GOOD CONDITION.
 CZ1341
 CZ1341                          STATION RECOVERY (1991)
 CZ1341
 CZ1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1341'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1341'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1341'THENCE 6.5 KM (4.05 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 19.0 M
 CZ1341'(62.3 FT) SOUTH OF THE CENTER OF AN IRRIGATION CANAL, 11.8 M (38.7
 CZ1341'FT) WEST OF THE BOULEVARD CENTERLINE, 7.5 M (24.6 FT) NORTH OF THE
 CZ1341'CENTER OF A DIRT ROAD, 0.6 M (2.0 FT) WEST OF UTILITY POLE NUMBER 52,
 CZ1341'0.5 M (1.6 FT) NORTHWEST OF UTILITY JUNCTION BOX NUMBER 52R, AND THE
 CZ1341'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0722 ***********************************************************************
 CG0722  DESIGNATION -  M 305
 CG0722  PID         -  CG0722
 CG0722  STATE/COUNTY-  AZ/PIMA
 CG0722  USGS QUAD   -  SELLS EAST (1982)
 CG0722
 CG0722                         *CURRENT SURVEY CONTROL
 CG0722  ___________________________________________________________________
 CG0722* NAD 83(1986)-  31 54 19.     (N)    111 46 35.     (W)     SCALED    
 CG0722* NAVD 88     -       814.16   (+/-2cm)    2671.1    (feet)  VERTCON   
 CG0722  ___________________________________________________________________
 CG0722  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CG0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0722
 CG0722.The horizontal coordinates were scaled from a topographic map and have
 CG0722.an estimated accuracy of +/- 6 seconds.
 CG0722
 CG0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0722.The vertical order pertains to the NGVD 29 superseded value.
 CG0722
 CG0722.The geoid height was determined by GEOID03.
 CG0722
 CG0722;                    North         East    Units  Estimated Accuracy
 CG0722;SPC AZ C     -   100,370.      226,630.      MT  (+/- 180 meters Scaled)
 CG0722
 CG0722                          SUPERSEDED SURVEY CONTROL
 CG0722
 CG0722  NGVD 29 (??/??/92)  813.444  (m)         2668.77   (f) ADJ UNCH    2 0
 CG0722
 CG0722.Superseded values are not recommended for survey control.
 CG0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0722.See file dsdata.txt to determine how the superseded data were derived.
 CG0722
 CG0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA265301(NAD 83)
 CG0722_MARKER: DB = BENCH MARK DISK
 CG0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0722_STAMPING: M 305 1952
 CG0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0722+STABILITY: SURFACE MOTION
 CG0722
 CG0722  HISTORY     - Date     Condition        Report By
 CG0722  HISTORY     - 1952     MONUMENTED       CGS
 CG0722
 CG0722                          STATION DESCRIPTION
 CG0722
 CG0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0722'8.6 MI E FROM SELLS.
 CG0722'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0722'THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 86, THENCE 2.6 MILES
 CG0722'SOUTHWEST ALONG A GRAVEL ROAD, 0.95 MILE NORTHEAST OF THE LITTLE
 CG0722'TUCSON CHURCH, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING
 CG0722'SOUTHWEST AND ROADS LEADING NORTH AND SOUTH, AND ABOUT 140 FEET
 CG0722'SOUTHEAST OF AN ADOBE HOUSE, 25 FEET NORTHWEST OF THE CENTER LINE OF
 CG0722'THE MAIN ROAD LEADING SOUTHWEST, 1.8 FEET EAST OF A WITNESS POST, AND
 CG0722'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CG0722'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0684 ***********************************************************************
 CG0684  DESIGNATION -  M 306
 CG0684  PID         -  CG0684
 CG0684  STATE/COUNTY-  AZ/PIMA
 CG0684  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0684
 CG0684                         *CURRENT SURVEY CONTROL
 CG0684  ___________________________________________________________________
 CG0684* NAD 83(1986)-  31 41 01.     (N)    111 42 30.     (W)     SCALED    
 CG0684* NAVD 88     -       862.29   (+/-2cm)    2829.0    (feet)  VERTCON   
 CG0684  ___________________________________________________________________
 CG0684  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 CG0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0684
 CG0684.The horizontal coordinates were scaled from a topographic map and have
 CG0684.an estimated accuracy of +/- 6 seconds.
 CG0684
 CG0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0684.The vertical order pertains to the NGVD 29 superseded value.
 CG0684
 CG0684.The geoid height was determined by GEOID03.
 CG0684
 CG0684;                    North         East    Units  Estimated Accuracy
 CG0684;SPC AZ C     -    75,810.      233,110.      MT  (+/- 180 meters Scaled)
 CG0684
 CG0684                          SUPERSEDED SURVEY CONTROL
 CG0684
 CG0684  NGVD 29 (??/??/92)  861.536  (m)         2826.56   (f) ADJ UNCH    2 0
 CG0684
 CG0684.Superseded values are not recommended for survey control.
 CG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0684.See file dsdata.txt to determine how the superseded data were derived.
 CG0684
 CG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA328055(NAD 83)
 CG0684_MARKER: DB = BENCH MARK DISK
 CG0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0684_STAMPING: M 306 1952
 CG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0684+STABILITY: SURFACE MOTION
 CG0684
 CG0684  HISTORY     - Date     Condition        Report By
 CG0684  HISTORY     - 1952     MONUMENTED       CGS
 CG0684  HISTORY     - 1977     GOOD             USGS
 CG0684
 CG0684                          STATION DESCRIPTION
 CG0684
 CG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0684'8.7 MI NE FROM SAN MIGUEL.
 CG0684'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0684'MIGUEL, THENCE 4.4 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0684'148 1/2 FEET EAST OF THE CENTER OF THE ROAD AND A WASH CROSSING THE
 CG0684'ROAD, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET
 CG0684'NORTHWEST OF A SMALL DRAIN, 2.2 FEET WEST OF A WITNESS POST, ABOUT 1/2
 CG0684'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0684'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0684
 CG0684                          STATION RECOVERY (1977)
 CG0684
 CG0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0684'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0684'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0382 ***********************************************************************
 DA0382  DESIGNATION -  M 307
 DA0382  PID         -  DA0382
 DA0382  STATE/COUNTY-  AZ/PIMA
 DA0382  USGS QUAD   -  AJO SOUTH (1990)
 DA0382
 DA0382                         *CURRENT SURVEY CONTROL
 DA0382  ___________________________________________________________________
 DA0382* NAD 83(1992)-  32 15 18.87808(N)    112 52 14.66149(W)     ADJUSTED  
 DA0382* NAVD 88     -       496.00   (+/-2cm)    1627.3    (feet)  VERTCON   
 DA0382  ___________________________________________________________________
 DA0382  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DA0382  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DA0382  HORZ ORDER  -  THIRD
 DA0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0382
 DA0382.The horizontal coordinates were established by classical geodetic methods
 DA0382.and adjusted by the National Geodetic Survey in August 1993.
 DA0382
 DA0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0382.The vertical order pertains to the NGVD 29 superseded value.
 DA0382
 DA0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0382
 DA0382.The geoid height was determined by GEOID03.
 DA0382
 DA0382;                    North         East     Units Scale Factor Converg.
 DA0382;SPC AZ C     -   139,567.414   123,464.511   MT  0.99999962   -0 30 33.2
 DA0382;SPC AZ C     -   457,898.34    405,067.29   iFT  0.99999962   -0 30 33.2
 DA0382;UTM  12      - 3,570,263.839   323,776.359   MT  0.99998298   -0 59 55.2
 DA0382
 DA0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0382!SPC AZ C     -   0.99992712  x   0.99999962  =   0.99992674
 DA0382!UTM  12      -   0.99992712  x   0.99998298  =   0.99991010
 DA0382
 DA0382:                Primary Azimuth Mark                     Grid Az
 DA0382:SPC AZ C     -  AJO 2                                    019 36 50.6
 DA0382:UTM  12      -  AJO 2                                    020 06 12.6
 DA0382
 DA0382|---------------------------------------------------------------------|
 DA0382| PID    Reference Object                     Distance      Geod. Az  |
 DA0382|                                                           dddmmss.s |
 DA0382| DA1537 AJO 2                               APPROX. 8.0 KM 0190617.4 |
 DA0382|---------------------------------------------------------------------|
 DA0382
 DA0382                          SUPERSEDED SURVEY CONTROL
 DA0382
 DA0382  NAD 83(1986)-  32 15 18.83095(N)    112 52 14.67049(W) AD(       ) 3
 DA0382  NGVD 29 (??/??/92)  495.295  (m)         1624.98   (f) ADJ UNCH    2 0
 DA0382
 DA0382.Superseded values are not recommended for survey control.
 DA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0382.See file dsdata.txt to determine how the superseded data were derived.
 DA0382
 DA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2377670264(NAD 83)
 DA0382_MARKER: DB = BENCH MARK DISK
 DA0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0382_STAMPING: M 307 1952
 DA0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0382+STABILITY: SURFACE MOTION
 DA0382
 DA0382  HISTORY     - Date     Condition        Report By
 DA0382  HISTORY     - 1952     MONUMENTED       CGS
 DA0382  HISTORY     - 1962     GOOD             USGS
 DA0382
 DA0382                          STATION DESCRIPTION
 DA0382
 DA0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0382'10.45 MI S FROM AJO.
 DA0382'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0382'FROM THE STATION AT AJO, TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0382'HIGHWAY 86 TO JUNCTION OF DARBY WELL ROAD, THENCE 8.4 MILES SOUTHWEST
 DA0382'AND SOUTH ALONG DARBY WELL ROAD LEADING TO BATES WELL, 66 FEET WEST OF
 DA0382'THE CENTERLINE OF NEW ROAD, 42 FEET EAST OF A SMALL WASH, 2.0 FEET
 DA0382'NORTH OF THE WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING
 DA0382'0.4 FOOT, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 DA0382
 DA0382                          STATION RECOVERY (1962)
 DA0382
 DA0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA0382'DESCRIBED IN NGS LEVEL LINE.  ALL MARKS IN GOOD CONDITION.
 DA0382'
 DA0382'STATION MARK--NGS BM DISK STAMPED---M 307 1952---, IN TOP OF
 DA0382'CONCRETE POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0097 ***********************************************************************
 CH0097  DESIGNATION -  M 308
 CH0097  PID         -  CH0097
 CH0097  STATE/COUNTY-  AZ/PIMA
 CH0097  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0097
 CH0097                         *CURRENT SURVEY CONTROL
 CH0097  ___________________________________________________________________
 CH0097* NAD 83(1986)-  31 54 57.     (N)    112 56 02.     (W)     SCALED    
 CH0097* NAVD 88     -       380.88   (+/-2cm)    1249.6    (feet)  VERTCON   
 CH0097  ___________________________________________________________________
 CH0097  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 CH0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0097
 CH0097.The horizontal coordinates were scaled from a topographic map and have
 CH0097.an estimated accuracy of +/- 6 seconds.
 CH0097
 CH0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0097.The vertical order pertains to the NGVD 29 superseded value.
 CH0097
 CH0097.The geoid height was determined by GEOID03.
 CH0097
 CH0097;                    North         East    Units  Estimated Accuracy
 CH0097;SPC AZ C     -   101,990.      117,160.      MT  (+/- 180 meters Scaled)
 CH0097
 CH0097                          SUPERSEDED SURVEY CONTROL
 CH0097
 CH0097  NGVD 29 (??/??/92)  380.162  (m)         1247.25   (f) ADJ UNCH    2 0
 CH0097
 CH0097.Superseded values are not recommended for survey control.
 CH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0097.See file dsdata.txt to determine how the superseded data were derived.
 CH0097
 CH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA171327(NAD 83)
 CH0097_MARKER: DB = BENCH MARK DISK
 CH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0097_STAMPING: M 308 1952
 CH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0097+STABILITY: SURFACE MOTION
 CH0097
 CH0097  HISTORY     - Date     Condition        Report By
 CH0097  HISTORY     - 1952     MONUMENTED       CGS
 CH0097
 CH0097                          STATION DESCRIPTION
 CH0097
 CH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0097'9.45 MI NW FROM LUKEVILLE.
 CH0097'0.95 MILE NORTH ALONG SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0097'LUKEVILLE TO JUNCTION, THENCE 8.5 MILES WEST ALONG THE QUITOVOQUITO
 CH0097'ROAD, ON TOP OF A LOW RIDGE, 48 FEET SOUTHWEST OF THE CENTERLINE OF
 CH0097'THE ROAD, 45.5 FEET NORTHEAST OF THE U. S. - MEXICAN FENCE LINE, 2.1
 CH0097'FEET NORTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3
 CH0097'FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0450 ***********************************************************************
 DA0450  DESIGNATION -  M 309
 DA0450  PID         -  DA0450
 DA0450  STATE/COUNTY-  AZ/PIMA
 DA0450  USGS QUAD   -  GUNSIGHT (1990)
 DA0450
 DA0450                         *CURRENT SURVEY CONTROL
 DA0450  ___________________________________________________________________
 DA0450* NAD 83(1986)-  32 13 19.     (N)    112 40 34.     (W)     SCALED    
 DA0450* NAVD 88     -       606.42   (+/-2cm)    1989.6    (feet)  VERTCON   
 DA0450  ___________________________________________________________________
 DA0450  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0450
 DA0450.The horizontal coordinates were scaled from a topographic map and have
 DA0450.an estimated accuracy of +/- 6 seconds.
 DA0450
 DA0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0450.The vertical order pertains to the NGVD 29 superseded value.
 DA0450
 DA0450.The geoid height was determined by GEOID03.
 DA0450
 DA0450;                    North         East    Units  Estimated Accuracy
 DA0450;SPC AZ C     -   135,730.      141,780.      MT  (+/- 180 meters Scaled)
 DA0450
 DA0450                          SUPERSEDED SURVEY CONTROL
 DA0450
 DA0450  NGVD 29 (??/??/92)  605.693  (m)         1987.18   (f) ADJ UNCH    2 0
 DA0450
 DA0450.Superseded values are not recommended for survey control.
 DA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0450.See file dsdata.txt to determine how the superseded data were derived.
 DA0450
 DA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA420662(NAD 83)
 DA0450_MARKER: DB = BENCH MARK DISK
 DA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0450_STAMPING: M 309 1952
 DA0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0450+STABILITY: SURFACE MOTION
 DA0450
 DA0450  HISTORY     - Date     Condition        Report By
 DA0450  HISTORY     - 1952     MONUMENTED       CGS
 DA0450  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0450  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0450
 DA0450                          STATION DESCRIPTION
 DA0450
 DA0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0450'16.5 MI SE FROM AJO.
 DA0450'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0450'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 16.35 MILES SOUTHEAST
 DA0450'ALONG HIGHWAY 86 TO AN INTERSECTION OF ROAD NORTH AND SOUTH TO KERWOO,
 DA0450'AT A POINT WHERE THE ROAD CROSSES A WASH AND AT THE INTERSECTION OF
 DA0450'HIGHWAY 86 AND A ROAD LEADING NORTH AND SOUTH TO KERWOO, 287 FEET
 DA0450'SOUTH OF THE CENTER LINE OF HIGHWAY 86, 54 FEET WEST OF THE CENTER
 DA0450'LINE OF THE ROAD LEADING SOUTH TO KERWOO, 2.1 FEET EAST OF THE WITNESS
 DA0450'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST
 DA0450'PROJECTING 0.3 FOOT.
 DA0450
 DA0450                          STATION RECOVERY (1997)
 DA0450
 DA0450'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0450'MARK NOT FOUND.
 DA0450
 DA0450                          STATION RECOVERY (1999)
 DA0450
 DA0450'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0486 ***********************************************************************
 ES0486  DESIGNATION -  M 31
 ES0486  PID         -  ES0486
 ES0486  STATE/COUNTY-  AZ/YAVAPAI
 ES0486  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0486
 ES0486                         *CURRENT SURVEY CONTROL
 ES0486  ___________________________________________________________________
 ES0486* NAD 83(1986)-  34 49 38.     (N)    111 53 02.     (W)     SCALED    
 ES0486* NAVD 88     -      1211.474  (meters)    3974.64   (feet)  ADJUSTED  
 ES0486  ___________________________________________________________________
 ES0486  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 ES0486  DYNAMIC HT  -        1209.926 (meters)    3969.57  (feet)  COMP
 ES0486  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 ES0486
 ES0486  VERT ORDER  -  FIRST     CLASS II
 ES0486
 ES0486.The horizontal coordinates were scaled from a topographic map and have
 ES0486.an estimated accuracy of +/- 6 seconds.
 ES0486
 ES0486.The orthometric height was determined by differential leveling
 ES0486.and adjusted in June 1991.
 ES0486
 ES0486.The geoid height was determined by GEOID03.
 ES0486
 ES0486.The dynamic height is computed by dividing the NAVD 88
 ES0486.geopotential number by the normal gravity value computed on the
 ES0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0486.degrees latitude (g = 980.6199 gals.).
 ES0486
 ES0486.The modeled gravity was interpolated from observed gravity values.
 ES0486
 ES0486;                    North         East    Units  Estimated Accuracy
 ES0486;SPC AZ C     -   424,410.      216,360.      MT  (+/- 180 meters Scaled)
 ES0486
 ES0486                          SUPERSEDED SURVEY CONTROL
 ES0486
 ES0486  NGVD 29 (??/??/92) 1210.679  (m)         3972.04   (f) ADJ UNCH    1 2
 ES0486
 ES0486.Superseded values are not recommended for survey control.
 ES0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0486.See file dsdata.txt to determine how the superseded data were derived.
 ES0486
 ES0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD191542(NAD 83)
 ES0486_MARKER: DB = BENCH MARK DISK
 ES0486_SETTING: 80 = SET IN A BOULDER
 ES0486_SP_SET: BOULDER
 ES0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0486+STABILITY: SURFACE MOTION
 ES0486
 ES0486  HISTORY     - Date     Condition        Report By
 ES0486  HISTORY     - UNK      MONUMENTED       CGS
 ES0486  HISTORY     - 1933     GOOD             NGS
 ES0486
 ES0486                          STATION DESCRIPTION
 ES0486
 ES0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0486'8.9 MI SW FROM SEDONA.
 ES0486'AT SIDE OF HIGHWAY, 0.5 MILES EAST OF HIGHWAY MAINTENANCE CAMP, SOUTH
 ES0486'BANK OF GULCH, 60 FEET SOUTH OF HIGHWAY CENTER-LINE, ON TOP OF
 ES0486'VOLCANIC BOULDER PAINTED B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0025 ***********************************************************************
 GP0025  DESIGNATION -  M 31
 GP0025  PID         -  GP0025
 GP0025  STATE/COUNTY-  AZ/NAVAJO
 GP0025  USGS QUAD   -  KAYENTA EAST (1968)
 GP0025
 GP0025                         *CURRENT SURVEY CONTROL
 GP0025  ___________________________________________________________________
 GP0025* NAD 83(1986)-  36 38 17.     (N)    110 09 35.     (W)     SCALED    
 GP0025* NAVD 88     -      1729.914  (meters)    5675.56   (feet)  ADJUSTED  
 GP0025  ___________________________________________________________________
 GP0025  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GP0025  DYNAMIC HT  -        1727.800 (meters)    5668.62  (feet)  COMP
 GP0025  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 GP0025
 GP0025  VERT ORDER  -  FIRST     CLASS II
 GP0025
 GP0025.The horizontal coordinates were scaled from a topographic map and have
 GP0025.an estimated accuracy of +/- 6 seconds.
 GP0025
 GP0025.The orthometric height was determined by differential leveling
 GP0025.and adjusted in June 1991.
 GP0025
 GP0025.The geoid height was determined by GEOID03.
 GP0025
 GP0025.The dynamic height is computed by dividing the NAVD 88
 GP0025.geopotential number by the normal gravity value computed on the
 GP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0025.degrees latitude (g = 980.6199 gals.).
 GP0025
 GP0025.The modeled gravity was interpolated from observed gravity values.
 GP0025
 GP0025;                    North         East    Units  Estimated Accuracy
 GP0025;SPC AZ E     -   625,310.      213,980.      MT  (+/- 180 meters Scaled)
 GP0025
 GP0025                          SUPERSEDED SURVEY CONTROL
 GP0025
 GP0025  NGVD 29 (??/??/92) 1728.994  (m)         5672.54   (f) ADJ UNCH    1 2
 GP0025
 GP0025.Superseded values are not recommended for survey control.
 GP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0025.See file dsdata.txt to determine how the superseded data were derived.
 GP0025
 GP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF751550(NAD 83)
 GP0025_MARKER: DB = BENCH MARK DISK
 GP0025_SETTING: 66 = SET IN ROCK OUTCROP
 GP0025_SP_SET: SANDSTONE OUTCROP
 GP0025_STAMPING: 5672.541 M 31 1933
 GP0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0025+STABILITY: POSITION/ELEVATION WELL
 GP0025
 GP0025  HISTORY     - Date     Condition        Report By
 GP0025  HISTORY     - 1933     MONUMENTED       CGS
 GP0025  HISTORY     - 1934     GOOD             NGS
 GP0025
 GP0025                          STATION DESCRIPTION
 GP0025
 GP0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0025'9.1 MI SE FROM KAYENTA.
 GP0025'9.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0025'OFFICE AT KAYENTA, NAVAJO COUNTY, ON A TERRACE HALFWAY UP A SHORT,
 GP0025'ROCKY, NORTHWEST SLOPE AT THE SOUTHEAST EDGE OF A FLAT VALLEY, 35 FEET
 GP0025'WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A GREY SANDSTONE
 GP0025'OUTCROP AT GROUND LEVEL, AND 3 FEET LOWER THAN THE ROAD.  A STANDARD
 GP0025'DISK, STAMPED 5672.541 M 31 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1352 ***********************************************************************
 CZ1352  DESIGNATION -  M 310
 CZ1352  PID         -  CZ1352
 CZ1352  STATE/COUNTY-  AZ/PINAL
 CZ1352  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1352
 CZ1352                         *CURRENT SURVEY CONTROL
 CZ1352  ___________________________________________________________________
 CZ1352* NAD 83(1986)-  32 33 39.     (N)    111 56 17.     (W)     SCALED    
 CZ1352* NAVD 88     -       481.01   (+/-2cm)    1578.1    (feet)  VERTCON   
 CZ1352  ___________________________________________________________________
 CZ1352  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 CZ1352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1352
 CZ1352.The horizontal coordinates were scaled from a topographic map and have
 CZ1352.an estimated accuracy of +/- 6 seconds.
 CZ1352
 CZ1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1352.The vertical order pertains to the NGVD 29 superseded value.
 CZ1352
 CZ1352.The geoid height was determined by GEOID03.
 CZ1352
 CZ1352;                    North         East    Units  Estimated Accuracy
 CZ1352;SPC AZ C     -   173,050.      211,350.      MT  (+/- 180 meters Scaled)
 CZ1352
 CZ1352                          SUPERSEDED SURVEY CONTROL
 CZ1352
 CZ1352  NGVD 29 (??/??/92)  480.413  (m)         1576.15   (f) ADJ UNCH    2 0
 CZ1352
 CZ1352.Superseded values are not recommended for survey control.
 CZ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1352.See file dsdata.txt to determine how the superseded data were derived.
 CZ1352
 CZ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB119029(NAD 83)
 CZ1352_MARKER: DB = BENCH MARK DISK
 CZ1352_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1352_SP_SET: OUTCROP
 CZ1352_STAMPING: M 310 1952
 CZ1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1352+STABILITY: POSITION/ELEVATION WELL
 CZ1352
 CZ1352  HISTORY     - Date     Condition        Report By
 CZ1352  HISTORY     - 1952     MONUMENTED       CGS
 CZ1352
 CZ1352                          STATION DESCRIPTION
 CZ1352
 CZ1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1352'4.0 MI N FROM KOMELIH.
 CZ1352'0.6 MILES NORTHEAST ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 CZ1352'WINDMILL AT KOMELIH, THENCE 3.3 MILES NORTH ALONG THE OLD ABANDONED
 CZ1352'ROAD, THENCE 0.1 MILE WEST ALONG THE QUAJOTE ROAD, 0.8 MILE WEST OF
 CZ1352'THE JUNCTION OF THE NEW CASA GRANDE COVERED WELL ROAD, ON THE NORTH
 CZ1352'SLOPE OF A SMALL ROCK COVERED HILL, IN THE TOP OF AN 8 BY 5 FEET
 CZ1352'OUTCROP WHICH PROJECTS ABOUT 1 1/2 FOOT ABOVE THE GROUND, 72 FEET
 CZ1352'SOUTH OF AND ABOUT 10 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 CZ1352'0.3 FEET EAST OF THE WEST END OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0289 ***********************************************************************
 DA0289  DESIGNATION -  M 311
 DA0289  PID         -  DA0289
 DA0289  STATE/COUNTY-  AZ/PIMA
 DA0289  USGS QUAD   -  VENTANA (1990)
 DA0289
 DA0289                         *CURRENT SURVEY CONTROL
 DA0289  ___________________________________________________________________
 DA0289* NAD 83(1986)-  32 27 30.     (N)    112 11 56.     (W)     SCALED    
 DA0289* NAVD 88     -       720.52   (+/-2cm)    2363.9    (feet)  VERTCON   
 DA0289  ___________________________________________________________________
 DA0289  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DA0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0289
 DA0289.The horizontal coordinates were scaled from a topographic map and have
 DA0289.an estimated accuracy of +/- 6 seconds.
 DA0289
 DA0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0289.The vertical order pertains to the NGVD 29 superseded value.
 DA0289
 DA0289.The geoid height was determined by GEOID03.
 DA0289
 DA0289;                    North         East    Units  Estimated Accuracy
 DA0289;SPC AZ C     -   161,720.      186,830.      MT  (+/- 180 meters Scaled)
 DA0289
 DA0289                          SUPERSEDED SURVEY CONTROL
 DA0289
 DA0289  NGVD 29 (??/??/92)  719.827  (m)         2361.63   (f) ADJ UNCH    2 0
 DA0289
 DA0289.Superseded values are not recommended for survey control.
 DA0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0289.See file dsdata.txt to determine how the superseded data were derived.
 DA0289
 DA0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA873918(NAD 83)
 DA0289_MARKER: DB = BENCH MARK DISK
 DA0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0289_STAMPING: M 311 1952
 DA0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0289+STABILITY: SURFACE MOTION
 DA0289
 DA0289  HISTORY     - Date     Condition        Report By
 DA0289  HISTORY     - 1952     MONUMENTED       CGS
 DA0289
 DA0289                          STATION DESCRIPTION
 DA0289
 DA0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0289'2.7 MI E FROM VENTANA.
 DA0289'2.7 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA, 15.8
 DA0289'MILES SOUTHWEST OF THE WELL AT THE INDIAN VILLAGE OF QUAJOTE, IN THE
 DA0289'CROTCH OF THE Y JUNCTION OF A TRACK ROAD LEADING EAST, 112.1 FEET EAST
 DA0289'OF M 311 R.M. (USGS), 66 FEET SOUTH OF A PALO VERDE TREE, 30 FEET
 DA0289'NORTHEAST OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER THAN THE MAIN
 DA0289'ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 2.4 FEET
 DA0289'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0289'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0290 ***********************************************************************
 DA0290  DESIGNATION -  M 311 RM
 DA0290  PID         -  DA0290
 DA0290  STATE/COUNTY-  AZ/PIMA
 DA0290  USGS QUAD   -  VENTANA (1990)
 DA0290
 DA0290                         *CURRENT SURVEY CONTROL
 DA0290  ___________________________________________________________________
 DA0290* NAD 83(1986)-  32 27 30.     (N)    112 11 59.     (W)     SCALED    
 DA0290* NAVD 88     -       719.80   (+/-2cm)    2361.5    (feet)  VERTCON   
 DA0290  ___________________________________________________________________
 DA0290  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DA0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0290
 DA0290.The horizontal coordinates were scaled from a topographic map and have
 DA0290.an estimated accuracy of +/- 6 seconds.
 DA0290
 DA0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0290.The vertical order pertains to the NGVD 29 superseded value.
 DA0290
 DA0290.The geoid height was determined by GEOID03.
 DA0290
 DA0290;                    North         East    Units  Estimated Accuracy
 DA0290;SPC AZ C     -   161,720.      186,750.      MT  (+/- 180 meters Scaled)
 DA0290
 DA0290                          SUPERSEDED SURVEY CONTROL
 DA0290
 DA0290  NGVD 29 (??/??/92)  719.106  (m)         2359.27   (f) ADJ UNCH    2 0
 DA0290
 DA0290.Superseded values are not recommended for survey control.
 DA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0290.See file dsdata.txt to determine how the superseded data were derived.
 DA0290
 DA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA872918(NAD 83)
 DA0290_MARKER: B = BOLT
 DA0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0290+STABILITY: SURFACE MOTION
 DA0290
 DA0290  HISTORY     - Date     Condition        Report By
 DA0290  HISTORY     - UNK      MONUMENTED       USGS
 DA0290  HISTORY     - 1952     GOOD             NGS
 DA0290
 DA0290                          STATION DESCRIPTION
 DA0290
 DA0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0290'2.7 MI E FROM VENTANA.
 DA0290'SAME DESCRIPTION TO REACH AS B.M. M 311, 112.1 FEET WEST OF B.M. M
 DA0290'311, 36 FEET SOUTH OF THE CENTER OF THE ROAD JUNCTION AND THE CENTER
 DA0290'LINE OF THE MAIN ROAD, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP
 DA0290'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0102 ***********************************************************************
 CZ0102  DESIGNATION -  M 312
 CZ0102  PID         -  CZ0102
 CZ0102  STATE/COUNTY-  AZ/PIMA
 CZ0102  USGS QUAD   -  VAIL (1981)
 CZ0102
 CZ0102                         *CURRENT SURVEY CONTROL
 CZ0102  ___________________________________________________________________
 CZ0102* NAD 83(1986)-  32 02 27.     (N)    110 41 52.     (W)     SCALED    
 CZ0102* NAVD 88     -       981.53   (+/-2cm)    3220.2    (feet)  VERTCON   
 CZ0102  ___________________________________________________________________
 CZ0102  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ0102  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0102
 CZ0102.The horizontal coordinates were scaled from a topographic map and have
 CZ0102.an estimated accuracy of +/- 6 seconds.
 CZ0102
 CZ0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0102.The vertical order pertains to the NGVD 29 superseded value.
 CZ0102
 CZ0102.The geoid height was determined by GEOID03.
 CZ0102
 CZ0102;                    North         East    Units  Estimated Accuracy
 CZ0102;SPC AZ C     -   116,040.      328,480.      MT  (+/- 180 meters Scaled)
 CZ0102
 CZ0102                          SUPERSEDED SURVEY CONTROL
 CZ0102
 CZ0102  NGVD 29 (??/??/92)  980.814  (m)         3217.89   (f) ADJ UNCH    1 2
 CZ0102
 CZ0102.Superseded values are not recommended for survey control.
 CZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0102.See file dsdata.txt to determine how the superseded data were derived.
 CZ0102
 CZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA285450(NAD 83)
 CZ0102_MARKER: DB = BENCH MARK DISK
 CZ0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0102_SP_SET: CULVERT
 CZ0102_STAMPING: M 312 1952
 CZ0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0102
 CZ0102  HISTORY     - Date     Condition        Report By
 CZ0102  HISTORY     - 1952     MONUMENTED       CGS
 CZ0102
 CZ0102                          STATION DESCRIPTION
 CZ0102
 CZ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0102'0.9 MI SE FROM VAIL.
 CZ0102'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0102'RAILROAD STATION AT VAIL, 0.2 MILE EAST OF MILEPOLE NUMBER 1004, AT
 CZ0102'THE CROSSING OF A CANYON, AT THE WEST END OF A DEEP CUT, AT RAILROAD
 CZ0102'CULVERT NUMBER 1004.20, SET IN THE TOP OF THE SOUTH CONCRETE HEADWALL,
 CZ0102'39.7 FEET SOUTH OF THE SOUTH RAIL (SLOPING DISTANCE), 1.0 FOOT EAST OF
 CZ0102'THE WEST END OF THE HEADWALL, AND ABOUT 14 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0434 ***********************************************************************
 ES0434  DESIGNATION -  M 313
 ES0434  PID         -  ES0434
 ES0434  STATE/COUNTY-  AZ/YAVAPAI
 ES0434  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0434
 ES0434                         *CURRENT SURVEY CONTROL
 ES0434  ___________________________________________________________________
 ES0434* NAD 83(1986)-  34 12 41.     (N)    111 53 21.     (W)     SCALED    
 ES0434* NAVD 88     -      1482.19   (+/-2cm)    4862.8    (feet)  VERTCON   
 ES0434  ___________________________________________________________________
 ES0434  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 ES0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0434
 ES0434.The horizontal coordinates were scaled from a topographic map and have
 ES0434.an estimated accuracy of +/- 6 seconds.
 ES0434
 ES0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0434.The vertical order pertains to the NGVD 29 superseded value.
 ES0434
 ES0434.The geoid height was determined by GEOID03.
 ES0434
 ES0434;                    North         East    Units  Estimated Accuracy
 ES0434;SPC AZ C     -   356,100.      215,890.      MT  (+/- 180 meters Scaled)
 ES0434
 ES0434                          SUPERSEDED SURVEY CONTROL
 ES0434
 ES0434  NGVD 29 (??/??/92) 1481.460  (m)         4860.42   (f) ADJ UNCH    2 0
 ES0434
 ES0434.Superseded values are not recommended for survey control.
 ES0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0434.See file dsdata.txt to determine how the superseded data were derived.
 ES0434
 ES0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC180859(NAD 83)
 ES0434_MARKER: DB = BENCH MARK DISK
 ES0434_SETTING: 66 = SET IN ROCK OUTCROP
 ES0434_SP_SET: OUTCROP
 ES0434_STAMPING: M 313 1952
 ES0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0434+STABILITY: POSITION/ELEVATION WELL
 ES0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0434+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 ES0434
 ES0434  HISTORY     - Date     Condition        Report By
 ES0434  HISTORY     - 1952     MONUMENTED       CGS
 ES0434  HISTORY     - 20080428 GOOD             GEOCAC
 ES0434
 ES0434                          STATION DESCRIPTION
 ES0434
 ES0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0434'22.2 MI SE FROM CORDES.
 ES0434'22.2 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0434'CORDES, AT THE SUMMIT OF THE BLOODY BASIN RIM, IN TOP OF THE CENTER OF
 ES0434'A 3-FOOT BY 4-FOOT OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 90.0
 ES0434'FEET SOUTH OF THE SOUTHWEST LEG OF THE BLOODY BASIN RIM SIGN, 36 FEET
 ES0434'SOUTHWEST OF THE CENTER LINE OF AND ABOUT 5 FEET HIGHER THAN THE ROAD,
 ES0434'10.1 FEET NORTH OF A STUBBY 14-INCH JUNIPER TREE.
 ES0434
 ES0434                          STATION RECOVERY (2008)
 ES0434
 ES0434'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0373 ***********************************************************************
 ES0373  DESIGNATION -  M 314
 ES0373  PID         -  ES0373
 ES0373  STATE/COUNTY-  AZ/YAVAPAI
 ES0373  USGS QUAD   -  TULE MESA (1967)
 ES0373
 ES0373                         *CURRENT SURVEY CONTROL
 ES0373  ___________________________________________________________________
 ES0373* NAD 83(1986)-  34 21 56.     (N)    111 49 45.     (W)     SCALED    
 ES0373* NAVD 88     -      1874.48   (+/-2cm)    6149.9    (feet)  VERTCON   
 ES0373  ___________________________________________________________________
 ES0373  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ES0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0373
 ES0373.The horizontal coordinates were scaled from a topographic map and have
 ES0373.an estimated accuracy of +/- 6 seconds.
 ES0373
 ES0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0373.The vertical order pertains to the NGVD 29 superseded value.
 ES0373
 ES0373.The geoid height was determined by GEOID03.
 ES0373
 ES0373;                    North         East    Units  Estimated Accuracy
 ES0373;SPC AZ C     -   373,200.      221,410.      MT  (+/- 180 meters Scaled)
 ES0373
 ES0373                          SUPERSEDED SURVEY CONTROL
 ES0373
 ES0373  NGVD 29 (??/??/92) 1873.689  (m)         6147.26   (f) ADJ UNCH    2 0
 ES0373
 ES0373.Superseded values are not recommended for survey control.
 ES0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0373.See file dsdata.txt to determine how the superseded data were derived.
 ES0373
 ES0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD237030(NAD 83)
 ES0373_MARKER: DB = BENCH MARK DISK
 ES0373_SETTING: 80 = SET IN A BOULDER
 ES0373_SP_SET: BOULDER
 ES0373_STAMPING: M 314 1952
 ES0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0373+STABILITY: SURFACE MOTION
 ES0373
 ES0373  HISTORY     - Date     Condition        Report By
 ES0373  HISTORY     - 1952     MONUMENTED       CGS
 ES0373
 ES0373                          STATION DESCRIPTION
 ES0373
 ES0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0373'10.9 MI E FROM DUGAS.
 ES0373'10.9 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, AT A POINT
 ES0373'WHERE THE TRANSMISSION LINE CROSSES THE ROAD, ON THE NORTHWEST SLOPE
 ES0373'OF A HILL, IN TOP OF A 3-FOOT BY 5-FOOT BOULDER, DIRECTLY UNDER THE
 ES0373'MIDDLE WIRE OF THE TRANSMISSION LINE, 21 FEET EAST OF AND ABOUT 1 FOOT
 ES0373'HIGHER THAN THE CENTER LINE OF THE ROAD, 16.8 FEET WEST OF THE
 ES0373'SOUTHWEST LEG OF STEEL TRANSMISSION TOWER 82.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0531 ***********************************************************************
 ET0531  DESIGNATION -  M 315
 ET0531  PID         -  ET0531
 ET0531  STATE/COUNTY-  AZ/YAVAPAI
 ET0531  USGS QUAD   -  SKULL VALLEY (1979)
 ET0531
 ET0531                         *CURRENT SURVEY CONTROL
 ET0531  ___________________________________________________________________
 ET0531* NAD 83(1986)-  34 34 14.     (N)    112 40 33.     (W)     SCALED    
 ET0531* NAVD 88     -      1425.458  (meters)    4676.69   (feet)  POSTED    
 ET0531  ___________________________________________________________________
 ET0531  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 ET0531  DYNAMIC HT  -        1423.560 (meters)    4670.46  (feet)  COMP
 ET0531  MODELED GRAV-     979,251.7   (mgal)                       NAVD 88
 ET0531
 ET0531  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0531
 ET0531.The horizontal coordinates were scaled from a topographic map and have
 ET0531.an estimated accuracy of +/- 6 seconds.
 ET0531
 ET0531.The orthometric height was determined by differential leveling
 ET0531.and adjusted in November 2005.
 ET0531.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0531.rate of 1.1 thru 2.0 mm/km.
 ET0531
 ET0531.The geoid height was determined by GEOID03.
 ET0531
 ET0531.The dynamic height is computed by dividing the NAVD 88
 ET0531.geopotential number by the normal gravity value computed on the
 ET0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0531.degrees latitude (g = 980.6199 gals.).
 ET0531
 ET0531.The modeled gravity was interpolated from observed gravity values.
 ET0531
 ET0531;                    North         East    Units  Estimated Accuracy
 ET0531;SPC AZ C     -   396,200.      143,700.      MT  (+/- 180 meters Scaled)
 ET0531
 ET0531                          SUPERSEDED SURVEY CONTROL
 ET0531
 ET0531  NGVD 29 (??/??/92) 1424.630  (m)         4673.97   (f) ADJ UNCH    2 0
 ET0531
 ET0531.Superseded values are not recommended for survey control.
 ET0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0531.See file dsdata.txt to determine how the superseded data were derived.
 ET0531
 ET0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD462266(NAD 83)
 ET0531_MARKER: DB = BENCH MARK DISK
 ET0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0531_STAMPING: M 315 1952
 ET0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0531+STABILITY: SURFACE MOTION
 ET0531
 ET0531  HISTORY     - Date     Condition        Report By
 ET0531  HISTORY     - 1952     MONUMENTED       CGS
 ET0531
 ET0531                          STATION DESCRIPTION
 ET0531
 ET0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0531'5.4 MI N FROM SKULL VALLEY.
 ET0531'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0531'POST OFFICE AT SKULL VALLEY, THENCE 0.8 MILE NORTHWEST ALONG A GRADED
 ET0531'COUNTY ROAD, 0.05 MILE NORTH OF A LARGE SANDY WASH CROSSING THE ROAD,
 ET0531'33 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 1/2 FEET SOUTH OF
 ET0531'A 2-FOOT JUNIPER TREE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 ET0531'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ET0531'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0315 ***********************************************************************
 ET0315  DESIGNATION -  M 316
 ET0315  PID         -  ET0315
 ET0315  STATE/COUNTY-  AZ/YAVAPAI
 ET0315  USGS QUAD   -  ESTLER PEAK (1974)
 ET0315
 ET0315                         *CURRENT SURVEY CONTROL
 ET0315  ___________________________________________________________________
 ET0315* NAD 83(1986)-  34 23 48.     (N)    112 03 43.     (W)     SCALED    
 ET0315* NAVD 88     -      1166.02   (+/-2cm)    3825.5    (feet)  VERTCON   
 ET0315  ___________________________________________________________________
 ET0315  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0315
 ET0315.The horizontal coordinates were scaled from a topographic map and have
 ET0315.an estimated accuracy of +/- 6 seconds.
 ET0315
 ET0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0315.The vertical order pertains to the NGVD 29 superseded value.
 ET0315
 ET0315.The geoid height was determined by GEOID03.
 ET0315
 ET0315;                    North         East    Units  Estimated Accuracy
 ET0315;SPC AZ C     -   376,660.      200,000.      MT  (+/- 180 meters Scaled)
 ET0315
 ET0315                          SUPERSEDED SURVEY CONTROL
 ET0315
 ET0315  NGVD 29 (??/??/92) 1165.317  (m)         3823.21   (f) ADJ UNCH    2 0
 ET0315
 ET0315.Superseded values are not recommended for survey control.
 ET0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0315.See file dsdata.txt to determine how the superseded data were derived.
 ET0315
 ET0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD023066(NAD 83)
 ET0315_MARKER: DB = BENCH MARK DISK
 ET0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0315_STAMPING: M 316 1952
 ET0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0315+STABILITY: SURFACE MOTION
 ET0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0315+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0315
 ET0315  HISTORY     - Date     Condition        Report By
 ET0315  HISTORY     - 1952     MONUMENTED       CGS
 ET0315  HISTORY     - 20080613 GOOD             GEOCAC
 ET0315  HISTORY     - 20080816 GOOD             GEOCAC
 ET0315
 ET0315                          STATION DESCRIPTION
 ET0315
 ET0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0315'6.5 MI W FROM DUGAS.
 ET0315'6.5 MILES WEST ALONG A COUNTY ROAD FROM THE DUGAS RANCH, 0.2 MILE
 ET0315'NORTHWEST OF A SMALL WASH CROSSING THE ROAD, 0.1 MILE SOUTHEAST OF A
 ET0315'SMALL WASH CROSSING THE ROAD, ON THE SOUTHWEST SLOPE OF A HILL, 0.5
 ET0315'MILE EAST OF A Y JUNCTION OF THE COUNTY ROAD AND A ROAD LEADING SOUTH
 ET0315'TO TODD RANCH, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6
 ET0315'FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,AND
 ET0315'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ET0315'GROUND.
 ET0315
 ET0315                          STATION RECOVERY (2008)
 ET0315
 ET0315'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0315'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0315'34 23 48.5 (N)   112 03 42.7 (W)  (NAD 83).
 ET0315' 
 ET0315'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF INTERSTATE 17
 ET0315'AND DUGAS ROAD, TAKE DUGAS ROAD SOUTHEAST FOR 0.8 MILES TO THE STATION
 ET0315'ON THE RIGHT.
 ET0315
 ET0315                          STATION RECOVERY (2008)
 ET0315
 ET0315'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0315'GPSR COORDINATES (NAD 83) N34 23.807 W112 03.712
 ET0315'3,817 FT ASL
 ET0315' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0094 ***********************************************************************
 CZ0094  DESIGNATION -  M 317
 CZ0094  PID         -  CZ0094
 CZ0094  STATE/COUNTY-  AZ/PIMA
 CZ0094  USGS QUAD   -  TUCSON SE (1992)
 CZ0094
 CZ0094                         *CURRENT SURVEY CONTROL
 CZ0094  ___________________________________________________________________
 CZ0094* NAD 83(1986)-  32 04 38.     (N)    110 45 53.     (W)     SCALED    
 CZ0094* NAVD 88     -       931.43   (+/-2cm)    3055.9    (feet)  VERTCON   
 CZ0094  ___________________________________________________________________
 CZ0094  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CZ0094  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0094
 CZ0094.The horizontal coordinates were scaled from a topographic map and have
 CZ0094.an estimated accuracy of +/- 6 seconds.
 CZ0094
 CZ0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0094.The vertical order pertains to the NGVD 29 superseded value.
 CZ0094
 CZ0094.The geoid height was determined by GEOID03.
 CZ0094
 CZ0094;                    North         East    Units  Estimated Accuracy
 CZ0094;SPC AZ C     -   120,010.      322,110.      MT  (+/- 180 meters Scaled)
 CZ0094
 CZ0094                          SUPERSEDED SURVEY CONTROL
 CZ0094
 CZ0094  NGVD 29 (??/??/92)  930.726  (m)         3053.56   (f) ADJ UNCH    1 2
 CZ0094
 CZ0094.Superseded values are not recommended for survey control.
 CZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0094.See file dsdata.txt to determine how the superseded data were derived.
 CZ0094
 CZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA222490(NAD 83)
 CZ0094_MARKER: DB = BENCH MARK DISK
 CZ0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0094_SP_SET: ABUTMENT
 CZ0094_STAMPING: M 317 1952
 CZ0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0094+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 CZ0094
 CZ0094  HISTORY     - Date     Condition        Report By
 CZ0094  HISTORY     - 1952     MONUMENTED       CGS
 CZ0094  HISTORY     - 20031221 GOOD             GEOCAC
 CZ0094  HISTORY     - 20061215 POOR             GEOCAC
 CZ0094
 CZ0094                          STATION DESCRIPTION
 CZ0094
 CZ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0094'3.8 MI NW FROM VAIL.
 CZ0094'3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0094'STATION AT VAIL, AT BRIDGE NO. 1000.08, 2 POLES SOUTHEAST OF MILE POLE
 CZ0094'1000, IN TOP OF THE NORTHEAST CONCRETE PARAPET OF THE SOUTHEAST
 CZ0094'ABUTMENT, 7.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.2 FEET NORTHWEST
 CZ0094'OF THE SOUTHEAST END OF THE PARAPET, AND ABOUT LEVEL WITH THE TRACK.
 CZ0094
 CZ0094                          STATION RECOVERY (2003)
 CZ0094
 CZ0094'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0094'RECOVERED IN GOOD CONDITION.
 CZ0094
 CZ0094                          STATION RECOVERY (2006)
 CZ0094
 CZ0094'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0094'FOUND AS DESCRIPTION STATES. SCALED COORDINATES ARE INCORRECT THOUGH I
 CZ0094'DID NOT GET NEW NUMBERS AS A TRAIN WAS INCOMING. MARKER IS SHOWING
 CZ0094'WEAR AS IF SOMETHING WAS DRUG OVER IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0885 ***********************************************************************
 CZ0885  DESIGNATION -  M 318
 CZ0885  PID         -  CZ0885
 CZ0885  STATE/COUNTY-  AZ/PIMA
 CZ0885  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0885
 CZ0885                         *CURRENT SURVEY CONTROL
 CZ0885  ___________________________________________________________________
 CZ0885* NAD 83(1986)-  32 23 24.     (N)    111 47 31.     (W)     SCALED    
 CZ0885* NAVD 88     -       563.93   (+/-2cm)    1850.2    (feet)  VERTCON   
 CZ0885  ___________________________________________________________________
 CZ0885  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0885
 CZ0885.The horizontal coordinates were scaled from a topographic map and have
 CZ0885.an estimated accuracy of +/- 6 seconds.
 CZ0885
 CZ0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0885.The vertical order pertains to the NGVD 29 superseded value.
 CZ0885
 CZ0885.The geoid height was determined by GEOID03.
 CZ0885
 CZ0885;                    North         East    Units  Estimated Accuracy
 CZ0885;SPC AZ C     -   154,120.      225,090.      MT  (+/- 180 meters Scaled)
 CZ0885
 CZ0885                          SUPERSEDED SURVEY CONTROL
 CZ0885
 CZ0885  NGVD 29 (??/??/92)  563.346  (m)         1848.24   (f) ADJ UNCH    2 0
 CZ0885
 CZ0885.Superseded values are not recommended for survey control.
 CZ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0885.See file dsdata.txt to determine how the superseded data were derived.
 CZ0885
 CZ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA255839(NAD 83)
 CZ0885_MARKER: DB = BENCH MARK DISK
 CZ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0885_STAMPING: M 318 1952
 CZ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0885+STABILITY: SURFACE MOTION
 CZ0885
 CZ0885  HISTORY     - Date     Condition        Report By
 CZ0885  HISTORY     - 1952     MONUMENTED       CGS
 CZ0885
 CZ0885                          STATION DESCRIPTION
 CZ0885
 CZ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0885'18.45 MI SE FROM KOMELIH.
 CZ0885'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0885'THENCE 5.5 MILES EAST ALONG A DIM TRACK ROAD, THENCE 7.4 MILE SOUTH
 CZ0885'ALONG A DIM TRACK ROAD, IN A FLAT COVERED WITH GREASEWOOD AND PALO
 CZ0885'VERDE TREES, AT A SMALL CLEARING, 111 FEET NORTH OF THE CENTER OF A
 CZ0885'SMALL SANDY WASH, 12 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL
 CZ0885'WITH THE ROAD, 1.9 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 CZ0885'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0165 ***********************************************************************
 DA0165  DESIGNATION -  M 319
 DA0165  PID         -  DA0165
 DA0165  STATE/COUNTY-  AZ/MARICOPA
 DA0165  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0165
 DA0165                         *CURRENT SURVEY CONTROL
 DA0165  ___________________________________________________________________
 DA0165* NAD 83(1986)-  32 42 44.     (N)    112 13 24.     (W)     SCALED    
 DA0165* NAVD 88     -       605.65   (+/-2cm)    1987.0    (feet)  VERTCON   
 DA0165  ___________________________________________________________________
 DA0165  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0165
 DA0165.The horizontal coordinates were scaled from a topographic map and have
 DA0165.an estimated accuracy of +/- 6 seconds.
 DA0165
 DA0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0165.The vertical order pertains to the NGVD 29 superseded value.
 DA0165
 DA0165.The geoid height was determined by GEOID03.
 DA0165
 DA0165;                    North         East    Units  Estimated Accuracy
 DA0165;SPC AZ C     -   189,880.      184,610.      MT  (+/- 180 meters Scaled)
 DA0165
 DA0165                          SUPERSEDED SURVEY CONTROL
 DA0165
 DA0165  NGVD 29 (??/??/92)  604.985  (m)         1984.86   (f) ADJ UNCH    2 0
 DA0165
 DA0165.Superseded values are not recommended for survey control.
 DA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0165.See file dsdata.txt to determine how the superseded data were derived.
 DA0165
 DA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB853200(NAD 83)
 DA0165_MARKER: DB = BENCH MARK DISK
 DA0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0165_STAMPING: M 319 1952
 DA0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0165+STABILITY: SURFACE MOTION
 DA0165
 DA0165  HISTORY     - Date     Condition        Report By
 DA0165  HISTORY     - 1952     MONUMENTED       CGS
 DA0165
 DA0165                          STATION DESCRIPTION
 DA0165
 DA0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0165'28.2 MI E FROM GILA.
 DA0165'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0165'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 10.2 MILES SOUTH
 DA0165'ALONG A DIM TRACK ROAD.  0.2 MILE NORTHWEST OF THE SOUTHEAST CORNER OF
 DA0165'SECTION 23, 0.1 MILE SOUTH OF THE CROSSING OF A DEEP SANDY WASH, 74
 DA0165'FEET WEST OF THE CENTERLINE OF THE ROAD, 1.6 FEET EAST OF A NORTH AND
 DA0165'SOUTH WIRE FENCE LINE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 DA0165'POST.  A STANDARD DISK, STAMPED M 319 1952 AND SET IN THE TOP OF A
 DA0165'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0256 ***********************************************************************
 FQ0256  DESIGNATION -  M 32
 FQ0256  PID         -  FQ0256
 FQ0256  STATE/COUNTY-  AZ/COCONINO
 FQ0256  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0256
 FQ0256                         *CURRENT SURVEY CONTROL
 FQ0256  ___________________________________________________________________
 FQ0256* NAD 83(1986)-  35 11 35.     (N)    111 39 22.     (W)     SCALED    
 FQ0256* NAVD 88     -      2107.127  (meters)    6913.13   (feet)  ADJUSTED  
 FQ0256  ___________________________________________________________________
 FQ0256  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FQ0256  DYNAMIC HT  -        2104.127 (meters)    6903.29  (feet)  COMP
 FQ0256  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 FQ0256
 FQ0256  VERT ORDER  -  FIRST     CLASS II
 FQ0256
 FQ0256.The horizontal coordinates were scaled from a topographic map and have
 FQ0256.an estimated accuracy of +/- 6 seconds.
 FQ0256
 FQ0256.The orthometric height was determined by differential leveling
 FQ0256.and adjusted in June 1991.
 FQ0256.WARNING-Repeat measurements at this control monument indicate possible
 FQ0256.vertical movement.
 FQ0256
 FQ0256.The geoid height was determined by GEOID03.
 FQ0256
 FQ0256.The dynamic height is computed by dividing the NAVD 88
 FQ0256.geopotential number by the normal gravity value computed on the
 FQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0256.degrees latitude (g = 980.6199 gals.).
 FQ0256
 FQ0256.The modeled gravity was interpolated from observed gravity values.
 FQ0256
 FQ0256;                    North         East    Units  Estimated Accuracy
 FQ0256;SPC AZ C     -   465,020.      237,090.      MT  (+/- 180 meters Scaled)
 FQ0256
 FQ0256                          SUPERSEDED SURVEY CONTROL
 FQ0256
 FQ0256  NGVD 29 (??/??/92) 2106.081  (m)         6909.70   (f) ADJ UNCH    1 2
 FQ0256
 FQ0256.Superseded values are not recommended for survey control.
 FQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0256.See file dsdata.txt to determine how the superseded data were derived.
 FQ0256
 FQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD402946(NAD 83)
 FQ0256_MARKER: DB = BENCH MARK DISK
 FQ0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0256_SP_SET: CONCRETE BASE
 FQ0256_STAMPING: 6909.701 M 32 1933
 FQ0256_MARK LOGO: CGS   
 FQ0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0256+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0256
 FQ0256  HISTORY     - Date     Condition        Report By
 FQ0256  HISTORY     - 1933     MONUMENTED       CGS
 FQ0256  HISTORY     - 1982     GOOD             NGS
 FQ0256  HISTORY     - 1983     GOOD             NGS
 FQ0256  HISTORY     - 20050929 GOOD             USPSQD
 FQ0256
 FQ0256                          STATION DESCRIPTION
 FQ0256
 FQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FQ0256'IN FLAGSTAFF.
 FQ0256'AT FLAGSTAFF, COCONINO COUNTY, AT THE ARIZONA STATE TEACHERS COLLEGE,
 FQ0256'NEAR THE CENTER OF THE CAMPUS, 85 FEET EAST OF THE ENTRANCE TO THE
 FQ0256'LIBRARY, AT THE FLAGPOLE, AND IN THE TOP OF THE WEST SIDE OF THE
 FQ0256'CONCRETE BASE.  A STANDARD DISK, STAMPED 6909.701 M 32 1933.
 FQ0256
 FQ0256                          STATION RECOVERY (1982)
 FQ0256
 FQ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0256'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0256'2.6 KM (1.6 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0256'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE WEST EDGE OF
 FQ0256'THE CONCRETE FLAG POLE BASE, EAST OF THE MAIN ENTRANCE TO THE GAMMAGE
 FQ0256'LIBRARY ON THE N.A.U. CAMPUS.
 FQ0256'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0256
 FQ0256                          STATION RECOVERY (1983)
 FQ0256
 FQ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0256'RECOVERED IN GOOD CONDITION.
 FQ0256
 FQ0256                          STATION RECOVERY (2005)
 FQ0256
 FQ0256'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0256'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0031 ***********************************************************************
 ES0031  DESIGNATION -  M 32
 ES0031  PID         -  ES0031
 ES0031  STATE/COUNTY-  AZ/NAVAJO
 ES0031  USGS QUAD   -  DRY LAKE NE (1971)
 ES0031
 ES0031                         *CURRENT SURVEY CONTROL
 ES0031  ___________________________________________________________________
 ES0031* NAD 83(1986)-  34 39 48.     (N)    110 20 27.     (W)     SCALED    
 ES0031* NAVD 88     -      1821.544  (meters)    5976.18   (feet)  ADJUSTED  
 ES0031  ___________________________________________________________________
 ES0031  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0031  DYNAMIC HT  -        1818.935 (meters)    5967.62  (feet)  COMP
 ES0031  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 ES0031
 ES0031  VERT ORDER  -  SECOND    CLASS 0
 ES0031
 ES0031.The horizontal coordinates were scaled from a topographic map and have
 ES0031.an estimated accuracy of +/- 6 seconds.
 ES0031
 ES0031.The orthometric height was determined by differential leveling
 ES0031.and adjusted in June 1991.
 ES0031
 ES0031.The geoid height was determined by GEOID03.
 ES0031
 ES0031.The dynamic height is computed by dividing the NAVD 88
 ES0031.geopotential number by the normal gravity value computed on the
 ES0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0031.degrees latitude (g = 980.6199 gals.).
 ES0031
 ES0031.The modeled gravity was interpolated from observed gravity values.
 ES0031
 ES0031;                    North         East    Units  Estimated Accuracy
 ES0031;SPC AZ E     -   406,240.      197,400.      MT  (+/- 180 meters Scaled)
 ES0031
 ES0031                          SUPERSEDED SURVEY CONTROL
 ES0031
 ES0031  NGVD 29 (??/??/92) 1820.644  (m)         5973.23   (f) ADJ UNCH    2 0
 ES0031
 ES0031.Superseded values are not recommended for survey control.
 ES0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0031.See file dsdata.txt to determine how the superseded data were derived.
 ES0031
 ES0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD603359(NAD 83)
 ES0031_MARKER: DD = SURVEY DISK
 ES0031_SETTING: 66 = SET IN ROCK OUTCROP
 ES0031_SP_SET: ROCK OUTCROP
 ES0031_STAMPING: M-32 1934
 ES0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0031+STABILITY: POSITION/ELEVATION WELL
 ES0031
 ES0031  HISTORY     - Date     Condition        Report By
 ES0031  HISTORY     - 1934     MONUMENTED       USGS
 ES0031  HISTORY     - 1934     GOOD             NGS
 ES0031
 ES0031                          STATION DESCRIPTION
 ES0031
 ES0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0031'20.9 MI SW FROM HOLBROOK.
 ES0031'20.9 MILES SOUTHWEST OF, HOLBROOK DEPOT.  ON GLOBE TO HOLBROOK HIWAY.
 ES0031'20 FEET NORTH OF CENTER LINE OF HIWAY.  SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0754 ***********************************************************************
 DA0754  DESIGNATION -  M 320
 DA0754  PID         -  DA0754
 DA0754  STATE/COUNTY-  AZ/MARICOPA
 DA0754  USGS QUAD   -  SENTINEL NE (1986)
 DA0754
 DA0754                         *CURRENT SURVEY CONTROL
 DA0754  ___________________________________________________________________
 DA0754* NAD 83(1986)-  32 53 04.     (N)    113 02 52.     (W)     SCALED    
 DA0754* NAVD 88     -       233.465  (meters)     765.96   (feet)  ADJUSTED  
 DA0754  ___________________________________________________________________
 DA0754  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0754  DYNAMIC HT  -         233.195 (meters)     765.07  (feet)  COMP
 DA0754  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 DA0754
 DA0754  VERT ORDER  -  FIRST     CLASS II
 DA0754
 DA0754.The horizontal coordinates were scaled from a topographic map and have
 DA0754.an estimated accuracy of +/- 6 seconds.
 DA0754
 DA0754.The orthometric height was determined by differential leveling
 DA0754.and adjusted in June 1991.
 DA0754
 DA0754.The geoid height was determined by GEOID03.
 DA0754
 DA0754.The dynamic height is computed by dividing the NAVD 88
 DA0754.geopotential number by the normal gravity value computed on the
 DA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0754.degrees latitude (g = 980.6199 gals.).
 DA0754
 DA0754.The modeled gravity was interpolated from observed gravity values.
 DA0754
 DA0754;                    North         East    Units  Estimated Accuracy
 DA0754;SPC AZ C     -   209,510.      107,520.      MT  (+/- 180 meters Scaled)
 DA0754
 DA0754                          SUPERSEDED SURVEY CONTROL
 DA0754
 DA0754  NGVD 29 (??/??/92)  232.848  (m)          763.94   (f) ADJ UNCH    1 2
 DA0754
 DA0754.Superseded values are not recommended for survey control.
 DA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0754.See file dsdata.txt to determine how the superseded data were derived.
 DA0754
 DA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB084403(NAD 83)
 DA0754_MARKER: DB = BENCH MARK DISK
 DA0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0754_STAMPING: M 320 1952
 DA0754_MARK LOGO: CGS   
 DA0754_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0754+STABILITY: SURFACE MOTION
 DA0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA0754+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0754
 DA0754  HISTORY     - Date     Condition        Report By
 DA0754  HISTORY     - 1952     MONUMENTED       CGS
 DA0754  HISTORY     - 1980     GOOD             NGS
 DA0754  HISTORY     - 1980     GOOD             NGS
 DA0754  HISTORY     - 20060128 GOOD             USPSQD
 DA0754  HISTORY     - 20060128 POOR             USPSQD
 DA0754
 DA0754                          STATION DESCRIPTION
 DA0754
 DA0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0754'9.8 MI E FROM SENTINEL.
 DA0754'9.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0754'WATER TANK AT SENTINEL, 0.1 MILE NORTHEAST OF SEMAPHORE NO. 8369, 4
 DA0754'POLES SOUTHWEST OF BRIDGE NO. 836.08, 39.4 FEET NORTH OF THE NORTH
 DA0754'RAIL, 2.8 FEET EAST OF MILEPOST 836, 1.6 FEET WEST OF A WITNESS POST,
 DA0754'2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0754'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0754
 DA0754                          STATION RECOVERY (1980)
 DA0754
 DA0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0754'15.9 KM (9.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0754'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0754'RAILROAD MILEPOLE 836, 12.2 METERS (40.0 FT) NORTHWEST OF THE
 DA0754'NORTHWEST RAIL, 0.9 METER (3.0 FT) NORTHEAST OF THE MILEPOLE.
 DA0754'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0754'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0754
 DA0754                          STATION RECOVERY (1980)
 DA0754
 DA0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0754'15.9 KM (9.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0754'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0754'RAILROAD MILEPOLE 836, 12.2 METERS (40.0 FT) NORTHWEST OF THE
 DA0754'NORTHWEST RAIL, 0.9 METER (3.0 FT) NORTHEAST OF THE MILEPOLE.
 DA0754'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0754'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0754
 DA0754                          STATION RECOVERY (2006)
 DA0754
 DA0754'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0754'CONCRETE MONUMENT BROKEN.  BENCHMARK DISK MISSING.  WITNESS POST ON
 DA0754'THE GROUND.
 DA0754
 DA0754                          STATION RECOVERY (2006)
 DA0754
 DA0754'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0754'RECOVERED BENCHMARK DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0720 ***********************************************************************
 DA0720  DESIGNATION -  M 321
 DA0720  PID         -  DA0720
 DA0720  STATE/COUNTY-  AZ/YUMA
 DA0720  USGS QUAD   -  AZTEC SE (1982)
 DA0720
 DA0720                         *CURRENT SURVEY CONTROL
 DA0720  ___________________________________________________________________
 DA0720* NAD 83(1986)-  32 50 10.     (N)    113 20 50.     (W)     SCALED    
 DA0720* NAVD 88     -       162.705  (meters)     533.81   (feet)  ADJUSTED  
 DA0720  ___________________________________________________________________
 DA0720  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DA0720  DYNAMIC HT  -         162.518 (meters)     533.19  (feet)  COMP
 DA0720  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 DA0720
 DA0720  VERT ORDER  -  FIRST     CLASS II
 DA0720
 DA0720.The horizontal coordinates were scaled from a topographic map and have
 DA0720.an estimated accuracy of +/- 6 seconds.
 DA0720
 DA0720.The orthometric height was determined by differential leveling
 DA0720.and adjusted in June 1991.
 DA0720
 DA0720.The geoid height was determined by GEOID03.
 DA0720
 DA0720.The dynamic height is computed by dividing the NAVD 88
 DA0720.geopotential number by the normal gravity value computed on the
 DA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0720.degrees latitude (g = 980.6199 gals.).
 DA0720
 DA0720.The modeled gravity was interpolated from observed gravity values.
 DA0720
 DA0720;                    North         East    Units  Estimated Accuracy
 DA0720;SPC AZ W     -   203,660.      251,070.      MT  (+/- 180 meters Scaled)
 DA0720
 DA0720                          SUPERSEDED SURVEY CONTROL
 DA0720
 DA0720  NGVD 29 (??/??/92)  162.141  (m)          531.96   (f) ADJ UNCH    1 2
 DA0720
 DA0720.Superseded values are not recommended for survey control.
 DA0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0720.See file dsdata.txt to determine how the superseded data were derived.
 DA0720
 DA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB803355(NAD 83)
 DA0720_MARKER: DB = BENCH MARK DISK
 DA0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0720_STAMPING: M 321 1952
 DA0720_MARK LOGO: CGS   
 DA0720_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0720+STABILITY: SURFACE MOTION
 DA0720
 DA0720  HISTORY     - Date     Condition        Report By
 DA0720  HISTORY     - 1952     MONUMENTED       CGS
 DA0720  HISTORY     - 1980     GOOD             NGS
 DA0720  HISTORY     - 1980     GOOD             NGS
 DA0720
 DA0720                          STATION DESCRIPTION
 DA0720
 DA0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0720'5.9 MI E FROM AZTEC.
 DA0720'5.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0720'WATER TANK AT AZTEC, ABOUT 0.3 MILE EAST OF THE SPOT TAVERN, 1 1/2
 DA0720'TELEPHONE POLES WEST OF BRIDGE 818.05, 129 FEET SOUTH OF THE CENTER
 DA0720'LINE OF UNITED STATES HIGHWAY 80, 44 FEET NORTH OF THE NORTH RAIL, 2.2
 DA0720'FEET WEST OF MILEPOST 818, 1.8 FEET EAST OF A WITNESS POST, 3 FEET
 DA0720'LOWER THAN THE RAILROAD TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0720'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0720
 DA0720                          STATION RECOVERY (1980)
 DA0720
 DA0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0720'13.1 KM (8.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0720'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 1.0 KM
 DA0720'(0.6 MI) NORTHEAST OF THE INTERSTATE HIGHWAY 8 BRIDGE OVER SPOT ROAD,
 DA0720'AT RAILROAD MILEPOLE 818, 13.4 METERS (44.0 FT) NORTHWEST OF THE
 DA0720'NORTHWEST RAIL, 39.3 METERS (129 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0720'THE EAST-BOUND LANES OF THE INTERSTATE, 16.8 METERS (55.0 FT)
 DA0720'SOUTHEAST OF THE SOUTHEAST HIGHWAY RIGHT-OF-WAY FENCE, 0.6 METER (2.0
 DA0720'FT) SOUTHWEST OF THE MILEPOLE.
 DA0720'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0720'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0720
 DA0720                          STATION RECOVERY (1980)
 DA0720
 DA0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0720'13.1 KM (8.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0720'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 1.0 KM
 DA0720'(0.6 MI) NORTHEAST OF THE INTERSTATE HIGHWAY 8 BRIDGE OVER SPOT ROAD,
 DA0720'AT RAILROAD MILEPOLE 818, 13.4 METERS (44.0 FT) NORTHWEST OF THE
 DA0720'NORTHWEST RAIL, 39.3 METERS (129 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0720'THE EAST-BOUND LANES OF THE INTERSTATE, 16.8 METERS (55.0 FT)
 DA0720'SOUTHEAST OF THE SOUTHEAST HIGHWAY RIGHT-OF-WAY FENCE, 0.6 METER (2.0
 DA0720'FT) SOUTHWEST OF THE MILEPOLE.
 DA0720'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0720'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0119 ***********************************************************************
 DB0119  DESIGNATION -  M 322
 DB0119  PID         -  DB0119
 DB0119  STATE/COUNTY-  AZ/YUMA
 DB0119  USGS QUAD   -  WELLTON MESA (1982)
 DB0119
 DB0119                         *CURRENT SURVEY CONTROL
 DB0119  ___________________________________________________________________
 DB0119* NAD 83(1986)-  32 40 21.     (N)    114 06 09.     (W)     SCALED    
 DB0119* NAVD 88     -        88.285  (meters)     289.65   (feet)  ADJUSTED  
 DB0119  ___________________________________________________________________
 DB0119  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DB0119  DYNAMIC HT  -          88.184 (meters)     289.32  (feet)  COMP
 DB0119  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 DB0119
 DB0119  VERT ORDER  -  FIRST     CLASS II
 DB0119
 DB0119.The horizontal coordinates were scaled from a topographic map and have
 DB0119.an estimated accuracy of +/- 6 seconds.
 DB0119
 DB0119.The orthometric height was determined by differential leveling
 DB0119.and adjusted in June 1991.
 DB0119
 DB0119.The geoid height was determined by GEOID03.
 DB0119
 DB0119.The dynamic height is computed by dividing the NAVD 88
 DB0119.geopotential number by the normal gravity value computed on the
 DB0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0119.degrees latitude (g = 980.6199 gals.).
 DB0119
 DB0119.The modeled gravity was interpolated from observed gravity values.
 DB0119
 DB0119;                    North         East    Units  Estimated Accuracy
 DB0119;SPC AZ W     -   185,500.      180,300.      MT  (+/- 180 meters Scaled)
 DB0119
 DB0119                          SUPERSEDED SURVEY CONTROL
 DB0119
 DB0119  NGVD 29 (??/??/??)   87.640  (m)          287.53   (f) ADJUSTED    1 2
 DB0119
 DB0119.Superseded values are not recommended for survey control.
 DB0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0119.See file dsdata.txt to determine how the superseded data were derived.
 DB0119
 DB0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS717186(NAD 83)
 DB0119_MARKER: DB = BENCH MARK DISK
 DB0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0119_STAMPING: M 322 1952
 DB0119_MARK LOGO: CGS   
 DB0119_PROJECTION: PROJECTING 8 CENTIMETERS
 DB0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0119+STABILITY: SURFACE MOTION
 DB0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0119+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DB0119
 DB0119  HISTORY     - Date     Condition        Report By
 DB0119  HISTORY     - 1952     MONUMENTED       CGS
 DB0119  HISTORY     - 1981     GOOD             NGS
 DB0119  HISTORY     - 1981     GOOD             NGS
 DB0119  HISTORY     - 20090206 GOOD             GEOCAC
 DB0119
 DB0119                          STATION DESCRIPTION
 DB0119
 DB0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DB0119'2 MI E FROM WELTON.
 DB0119'2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER
 DB0119'TANK AT WELTON, 0.1 MILE WEST OF TWO SEMAPHORES, WEST BOUND
 DB0119'NO. 7721, AND EAST BOUND NO. 7722, 98.5 FEET SOUTH OF THE CENTER
 DB0119'LINE OF THE HIGHWAY, 45 FEET NORTH OF THE NORTH RAIL OF THE
 DB0119'TRACKS, 2.1 FEET WEST OF MILEPOST 772, 2 FEET EAST OF A WITNESS
 DB0119'POST, ABOUT 1 1/2 FEET LOWER THAN THE RAILROAD TRACK, AND SET
 DB0119'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DB0119'GROUND.
 DB0119
 DB0119                          STATION RECOVERY (1981)
 DB0119
 DB0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0119'4.25 KM (2.65 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0119'WELLTON, 0.5 KM (0.3 MI) EAST OF THE JUNCTION OF AVENUE 31E, AT
 DB0119'SOUTHERN PACIFIC RAILROAD MILEPOLE 772, 30.2 M (98.5 FT) SOUTH OF
 DB0119'THE CENTERLINE OF THE HIGHWAY, 13.7 M (45.0 FT) NORTH OF THE NORTH
 DB0119'RAIL, 0.6 M (2.0 FT) WEST OF THE MILEPOLE.
 DB0119'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 DB0119'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0119
 DB0119                          STATION RECOVERY (1981)
 DB0119
 DB0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0119'4.25 KM (2.65 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0119'WELLTON, 0.5 KM (0.3 MI) EAST OF THE JUNCTION OF AVENUE 31E, AT
 DB0119'SOUTHERN PACIFIC RAILROAD MILEPOLE 772, 30.2 M (98.5 FT) SOUTH OF
 DB0119'THE CENTERLINE OF THE HIGHWAY, 13.7 M (45.0 FT) NORTH OF THE NORTH
 DB0119'RAIL, 0.6 M (2.0 FT) WEST OF THE MILEPOLE.
 DB0119'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 DB0119'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0119
 DB0119                          STATION RECOVERY (2009)
 DB0119
 DB0119'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0119'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0119' 
 DB0119'OF N 32 40' 22.1 W 114 06' 10.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0207 ***********************************************************************
 DU0207  DESIGNATION -  M 323
 DU0207  PID         -  DU0207
 DU0207  STATE/COUNTY-  AZ/GRAHAM
 DU0207  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0207
 DU0207                         *CURRENT SURVEY CONTROL
 DU0207  ___________________________________________________________________
 DU0207* NAD 83(1986)-  33 18 38.     (N)    110 01 54.     (W)     SCALED    
 DU0207* NAVD 88     -      1524.600  (meters)    5001.96   (feet)  ADJUSTED  
 DU0207  ___________________________________________________________________
 DU0207  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DU0207  DYNAMIC HT  -        1522.363 (meters)    4994.62  (feet)  COMP
 DU0207  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 DU0207
 DU0207  VERT ORDER  -  SECOND    CLASS 0
 DU0207
 DU0207.The horizontal coordinates were scaled from a topographic map and have
 DU0207.an estimated accuracy of +/- 6 seconds.
 DU0207
 DU0207.The orthometric height was determined by differential leveling
 DU0207.and adjusted in June 1991.
 DU0207
 DU0207.The geoid height was determined by GEOID03.
 DU0207
 DU0207.The dynamic height is computed by dividing the NAVD 88
 DU0207.geopotential number by the normal gravity value computed on the
 DU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0207.degrees latitude (g = 980.6199 gals.).
 DU0207
 DU0207.The modeled gravity was interpolated from observed gravity values.
 DU0207
 DU0207;                    North         East    Units  Estimated Accuracy
 DU0207;SPC AZ E     -   256,200.      225,930.      MT  (+/- 180 meters Scaled)
 DU0207
 DU0207                          SUPERSEDED SURVEY CONTROL
 DU0207
 DU0207  NGVD 29 (??/??/92) 1523.869  (m)         4999.56   (f) ADJ UNCH    2 0
 DU0207
 DU0207.Superseded values are not recommended for survey control.
 DU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0207.See file dsdata.txt to determine how the superseded data were derived.
 DU0207
 DU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB901861(NAD 83)
 DU0207_MARKER: DB = BENCH MARK DISK
 DU0207_SETTING: 80 = SET IN A BOULDER
 DU0207_SP_SET: BOULDER
 DU0207_STAMPING: M 323 1952
 DU0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0207+STABILITY: SURFACE MOTION
 DU0207
 DU0207  HISTORY     - Date     Condition        Report By
 DU0207  HISTORY     - 1952     MONUMENTED       CGS
 DU0207
 DU0207                          STATION DESCRIPTION
 DU0207
 DU0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0207'5.6 MI S FROM ASH CREEK RANCH.
 DU0207'1.2 MILE WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0207'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0207'0.3 MILE SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, THENCE 2.9 MILES
 DU0207'SOUTHEAST ALONG THE OLD ARSENIC TUBS ROAD, AT THE EAST BEND OF A CREEK
 DU0207'IN A GROUP OF OUTCROPING BOULDERS, 84 1/2 FEET NORTHEAST OF THE CENTER
 DU0207'LINE OF THE ROAD, 42.0 FEET WEST OF THE EAST BEND OF A CREEK, 2.5 FEET
 DU0207'SOUTHEAST OF A ROCK CAIRIN, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET
 DU0207'IN THE TOP OF A 2 FOOT BY 3 FOOT IMBEDDED BOULDER ABOUT 1 FOOT ABOVE
 DU0207'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0454 ***********************************************************************
 CY0454  DESIGNATION -  M 324
 CY0454  PID         -  CY0454
 CY0454  STATE/COUNTY-  AZ/COCHISE
 CY0454  USGS QUAD   -  LUZENA (1979)
 CY0454
 CY0454                         *CURRENT SURVEY CONTROL
 CY0454  ___________________________________________________________________
 CY0454* NAD 83(1986)-  32 19 38.     (N)    109 30 43.     (W)     SCALED    
 CY0454* NAVD 88     -      1166.016  (meters)    3825.50   (feet)  ADJUSTED  
 CY0454  ___________________________________________________________________
 CY0454  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0454  DYNAMIC HT  -        1164.304 (meters)    3819.89  (feet)  COMP
 CY0454  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 CY0454
 CY0454  VERT ORDER  -  FIRST     CLASS II
 CY0454
 CY0454.The horizontal coordinates were scaled from a topographic map and have
 CY0454.an estimated accuracy of +/- 6 seconds.
 CY0454
 CY0454.The orthometric height was determined by differential leveling
 CY0454.and adjusted in June 1991.
 CY0454
 CY0454.The geoid height was determined by GEOID03.
 CY0454
 CY0454.The dynamic height is computed by dividing the NAVD 88
 CY0454.geopotential number by the normal gravity value computed on the
 CY0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0454.degrees latitude (g = 980.6199 gals.).
 CY0454
 CY0454.The modeled gravity was interpolated from observed gravity values.
 CY0454
 CY0454;                    North         East    Units  Estimated Accuracy
 CY0454;SPC AZ E     -   147,340.      275,000.      MT  (+/- 180 meters Scaled)
 CY0454
 CY0454                          SUPERSEDED SURVEY CONTROL
 CY0454
 CY0454  NGVD 29 (??/??/92) 1165.798  (m)         3824.79   (f) ADJ UNCH    1 2
 CY0454
 CY0454.Superseded values are not recommended for survey control.
 CY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0454.See file dsdata.txt to determine how the superseded data were derived.
 CY0454
 CY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA400776(NAD 83)
 CY0454_MARKER: DB = BENCH MARK DISK
 CY0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0454_STAMPING: M 324 1952
 CY0454_PROJECTION: PROJECTING 11 CENTIMETERS
 CY0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0454+STABILITY: SURFACE MOTION
 CY0454
 CY0454  HISTORY     - Date     Condition        Report By
 CY0454  HISTORY     - 1952     MONUMENTED       CGS
 CY0454  HISTORY     - 1974     MARK NOT FOUND   USGS
 CY0454  HISTORY     - 1979     GOOD             NGS
 CY0454
 CY0454                          STATION DESCRIPTION
 CY0454
 CY0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0454'1.6 MI W FROM BOWIE.
 CY0454'0.1 MILE SOUTH ALONG THE STREET TO THE HIGHWAY, THENCE 1.1 MILES WEST
 CY0454'ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT BOWIE, THENCE 0.2 MILE
 CY0454'SOUTHWEST, THENCE 0.2 MILE WEST, AT THE WEST END OF THE EAST-WEST
 CY0454'RUNWAY OF THE BOWIE AIRPORT, 56 1/2 FEET SOUTH OF THE CENTER LINE OF
 CY0454'THE EAST-WEST RUNWAY, 2.4 FEET WEST OF A WITNESS POST, ABOUT 1.0 FOOT
 CY0454'EAST OF A POINT IN LINE WITH THE WEST END OF THE EAST-WEST RUNWAY,
 CY0454'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 CY0454'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CY0454
 CY0454                          STATION RECOVERY (1974)
 CY0454
 CY0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY0454'MARK NOT FOUND.
 CY0454
 CY0454                          STATION RECOVERY (1979)
 CY0454
 CY0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0454'2.9 KILOMETERS (1.8 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0454'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.2 KILOMETER (0.1 MILE) EAST OF
 CY0454'THE BUSINESS INTERSTATE 10 OVERPASS (EXIT 362), AT MILE POST 363,
 CY0454'34.2 METERS (112 FEET) SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 CY0454'FRONTAGE ROAD, 37.2 METERS (122 FEET) NORTHWEST OF UNDERGROUND CABLE
 CY0454'WARNING SIGN POST 927 AND 2.5 METERS (8.2 FEET) NORTHEAST OF THE
 CY0454'SOUTHEAST RIGHT-OF-WAY FENCE.
 CY0454'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CY0454'THE MARK IS 1 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0358 ***********************************************************************
 CY0358  DESIGNATION -  M 325
 CY0358  PID         -  CY0358
 CY0358  STATE/COUNTY-  AZ/COCHISE
 CY0358  USGS QUAD   -  COCHISE (1985)
 CY0358
 CY0358                         *CURRENT SURVEY CONTROL
 CY0358  ___________________________________________________________________
 CY0358* NAD 83(1986)-  32 02 10.     (N)    109 59 00.     (W)     SCALED    
 CY0358* NAVD 88     -      1369.14   (+/-2cm)    4491.9    (feet)  VERTCON   
 CY0358  ___________________________________________________________________
 CY0358  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0358
 CY0358.The horizontal coordinates were scaled from a topographic map and have
 CY0358.an estimated accuracy of +/- 6 seconds.
 CY0358
 CY0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0358.The vertical order pertains to the NGVD 29 superseded value.
 CY0358
 CY0358.The geoid height was determined by GEOID03.
 CY0358
 CY0358;                    North         East    Units  Estimated Accuracy
 CY0358;SPC AZ E     -   114,890.      230,680.      MT  (+/- 180 meters Scaled)
 CY0358
 CY0358                          SUPERSEDED SURVEY CONTROL
 CY0358
 CY0358  NGVD 29 (??/??/92) 1368.290  (m)         4489.13   (f) ADJ UNCH    1 2
 CY0358
 CY0358.Superseded values are not recommended for survey control.
 CY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0358.See file dsdata.txt to determine how the superseded data were derived.
 CY0358
 CY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA959448(NAD 83)
 CY0358_MARKER: DB = BENCH MARK DISK
 CY0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0358_STAMPING: M 325 1952
 CY0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0358+STABILITY: SURFACE MOTION
 CY0358
 CY0358  HISTORY     - Date     Condition        Report By
 CY0358  HISTORY     - 1952     MONUMENTED       CGS
 CY0358
 CY0358                          STATION DESCRIPTION
 CY0358
 CY0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0358'3.4 MI NE FROM DRAGOON.
 CY0358'3.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0358'THE STATION AT DRAGOON, 0.3 MILE SOUTHEAST OF MILEPOLE NUMBER 1057, AT
 CY0358'BRIDGE NUMBER 1057.27, 94.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 89.0
 CY0358'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF BRIDGE 1057.27, 50 1/2 FEET
 CY0358'SOUTHEAST OF A POWER POLE, 3.9 FEET NORTHWEST OF A FENCE, 2.2 FEET
 CY0358'SOUTHWEST OF A WITNESS POST, ABOUT 5.0 FEET HIGHER THAN THE TRACK, AND
 CY0358'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CY0358'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0633 ***********************************************************************
 ES0633  DESIGNATION -  M 329
 ES0633  PID         -  ES0633
 ES0633  STATE/COUNTY-  AZ/YAVAPAI
 ES0633  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0633
 ES0633                         *CURRENT SURVEY CONTROL
 ES0633  ___________________________________________________________________
 ES0633* NAD 83(1986)-  34 09 52.     (N)    112 00 01.     (W)     SCALED    
 ES0633* NAVD 88     -      1221.82   (+/-2cm)    4008.6    (feet)  VERTCON   
 ES0633  ___________________________________________________________________
 ES0633  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 ES0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0633
 ES0633.The horizontal coordinates were scaled from a topographic map and have
 ES0633.an estimated accuracy of +/- 6 seconds.
 ES0633
 ES0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0633.The vertical order pertains to the NGVD 29 superseded value.
 ES0633
 ES0633.The geoid height was determined by GEOID03.
 ES0633
 ES0633;                    North         East    Units  Estimated Accuracy
 ES0633;SPC AZ C     -   350,900.      205,650.      MT  (+/- 180 meters Scaled)
 ES0633
 ES0633                          SUPERSEDED SURVEY CONTROL
 ES0633
 ES0633  NGVD 29 (??/??/92) 1221.16   (m)         4006.4    (f) COMPUTED    2 0
 ES0633
 ES0633.Superseded values are not recommended for survey control.
 ES0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0633.See file dsdata.txt to determine how the superseded data were derived.
 ES0633
 ES0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC078808(NAD 83)
 ES0633_MARKER: DB = BENCH MARK DISK
 ES0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0633_STAMPING: M 329 1952
 ES0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0633+STABILITY: SURFACE MOTION
 ES0633
 ES0633  HISTORY     - Date     Condition        Report By
 ES0633  HISTORY     - 1952     MONUMENTED       CGS
 ES0633  HISTORY     - 20071124 GOOD             GEOCAC
 ES0633
 ES0633                          STATION DESCRIPTION
 ES0633
 ES0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0633'19.5 MI SE FROM CORDES.
 ES0633'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ES0633'STORE AT CORDES, THENCE 4.6 MILES SOUTH ALONG A TRACK ROAD, 0.4 MILE
 ES0633'SOUTHWEST OF THE JUNCTION OF A TRACK ROAD, LEADING SOUTHEAST AT THE
 ES0633'TOP OF A SMALL GRADE, 42 YARDS NORTHEAST OF THE JUNCTION OF A DIM
 ES0633'TRACK ROAD, 20 FEET WEST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER
 ES0633'THAN THE ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE
 ES0633'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ES0633
 ES0633                          STATION RECOVERY (2007)
 ES0633
 ES0633'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ES0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0032 ***********************************************************************
 ES0032  DESIGNATION -  M 33
 ES0032  PID         -  ES0032
 ES0032  STATE/COUNTY-  AZ/NAVAJO
 ES0032  USGS QUAD   -  DRY LAKE NE (1971)
 ES0032
 ES0032                         *CURRENT SURVEY CONTROL
 ES0032  ___________________________________________________________________
 ES0032* NAD 83(1986)-  34 41 14.     (N)    110 19 28.     (W)     SCALED    
 ES0032* NAVD 88     -      1808.346  (meters)    5932.88   (feet)  ADJUSTED  
 ES0032  ___________________________________________________________________
 ES0032  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0032  DYNAMIC HT  -        1805.763 (meters)    5924.41  (feet)  COMP
 ES0032  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 ES0032
 ES0032  VERT ORDER  -  SECOND    CLASS 0
 ES0032
 ES0032.The horizontal coordinates were scaled from a topographic map and have
 ES0032.an estimated accuracy of +/- 6 seconds.
 ES0032
 ES0032.The orthometric height was determined by differential leveling
 ES0032.and adjusted in June 1991.
 ES0032
 ES0032.The geoid height was determined by GEOID03.
 ES0032
 ES0032.The dynamic height is computed by dividing the NAVD 88
 ES0032.geopotential number by the normal gravity value computed on the
 ES0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0032.degrees latitude (g = 980.6199 gals.).
 ES0032
 ES0032.The modeled gravity was interpolated from observed gravity values.
 ES0032
 ES0032;                    North         East    Units  Estimated Accuracy
 ES0032;SPC AZ E     -   408,890.      198,900.      MT  (+/- 180 meters Scaled)
 ES0032
 ES0032                          SUPERSEDED SURVEY CONTROL
 ES0032
 ES0032  NGVD 29 (??/??/92) 1807.448  (m)         5929.94   (f) ADJ UNCH    2 0
 ES0032
 ES0032.Superseded values are not recommended for survey control.
 ES0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0032.See file dsdata.txt to determine how the superseded data were derived.
 ES0032
 ES0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD618385(NAD 83)
 ES0032_MARKER: DD = SURVEY DISK
 ES0032_SETTING: 80 = SET IN A BOULDER
 ES0032_SP_SET: BOULDER
 ES0032_STAMPING: M-33 1934
 ES0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0032+STABILITY: SURFACE MOTION
 ES0032
 ES0032  HISTORY     - Date     Condition        Report By
 ES0032  HISTORY     - 1934     MONUMENTED       USGS
 ES0032  HISTORY     - 1934     GOOD             NGS
 ES0032
 ES0032                          STATION DESCRIPTION
 ES0032
 ES0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0032'18.9 MI SW FROM HOLBROOK.
 ES0032'18.9 MILES SOUTHWEST OF, HOLBROOK DEPOT.  ON GLOBE TO HOLBROOK HIWAY.
 ES0032'20 FEET NORTH OF CENTER LINE OF HIWAY.  SET IN BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0304 ***********************************************************************
 FP0304  DESIGNATION -  M 33
 FP0304  PID         -  FP0304
 FP0304  STATE/COUNTY-  AZ/APACHE
 FP0304  USGS QUAD   -  BEAUTIFUL VALLEY WELL (1983)
 FP0304
 FP0304                         *CURRENT SURVEY CONTROL
 FP0304  ___________________________________________________________________
 FP0304* NAD 83(1986)-  35 59 25.     (N)    109 36 01.     (W)     SCALED    
 FP0304* NAVD 88     -      1804.530  (meters)    5920.36   (feet)  ADJUSTED  
 FP0304  ___________________________________________________________________
 FP0304  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 FP0304  DYNAMIC HT  -        1802.222 (meters)    5912.79  (feet)  COMP
 FP0304  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 FP0304
 FP0304  VERT ORDER  -  FIRST     CLASS II
 FP0304
 FP0304.The horizontal coordinates were scaled from a topographic map and have
 FP0304.an estimated accuracy of +/- 6 seconds.
 FP0304
 FP0304.The orthometric height was determined by differential leveling
 FP0304.and adjusted in June 1991.
 FP0304
 FP0304.The geoid height was determined by GEOID03.
 FP0304
 FP0304.The dynamic height is computed by dividing the NAVD 88
 FP0304.geopotential number by the normal gravity value computed on the
 FP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0304.degrees latitude (g = 980.6199 gals.).
 FP0304
 FP0304.The modeled gravity was interpolated from observed gravity values.
 FP0304
 FP0304;                    North         East    Units  Estimated Accuracy
 FP0304;SPC AZ E     -   553,580.      264,430.      MT  (+/- 180 meters Scaled)
 FP0304
 FP0304                          SUPERSEDED SURVEY CONTROL
 FP0304
 FP0304  NGVD 29 (??/??/92) 1803.655  (m)         5917.49   (f) ADJ UNCH    1 2
 FP0304
 FP0304.Superseded values are not recommended for survey control.
 FP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0304.See file dsdata.txt to determine how the superseded data were derived.
 FP0304
 FP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE261837(NAD 83)
 FP0304_MARKER: DB = BENCH MARK DISK
 FP0304_SETTING: 0 = UNSPECIFIED SETTING
 FP0304_STAMPING: 5917.491 M 33 1933
 FP0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0304
 FP0304  HISTORY     - Date     Condition        Report By
 FP0304  HISTORY     - 1933     MONUMENTED       CGS
 FP0304  HISTORY     - 1972     GOOD             USGS
 FP0304
 FP0304                          STATION DESCRIPTION
 FP0304
 FP0304'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0304'15.35 MI SW FROM CHINLE.
 FP0304'FROM THE P O IN CHINLE, GO WEST 1.35 MILES TO JCT. WITH STATE HWY 63.
 FP0304'TURN LEFT, SOUTH AND GO 14.0 MILES TO BM ON THE LEFT.  168 FEET WEST
 FP0304'OF THE CENTER LINE AND 3.6 FEET WEST OF A TELEPHONE POLE, WHICH IS
 FP0304'GUYED TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0311 ***********************************************************************
 CY0311  DESIGNATION -  M 330
 CY0311  PID         -  CY0311
 CY0311  STATE/COUNTY-  AZ/COCHISE
 CY0311  USGS QUAD   -  SAN SIMON (1987)
 CY0311
 CY0311                         *CURRENT SURVEY CONTROL
 CY0311  ___________________________________________________________________
 CY0311* NAD 83(1986)-  32 15 09.     (N)    109 09 45.     (W)     SCALED    
 CY0311* NAVD 88     -      1128.128  (meters)    3701.20   (feet)  ADJUSTED  
 CY0311  ___________________________________________________________________
 CY0311  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CY0311  DYNAMIC HT  -        1126.451 (meters)    3695.70  (feet)  COMP
 CY0311  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 CY0311
 CY0311  VERT ORDER  -  FIRST     CLASS II
 CY0311
 CY0311.The horizontal coordinates were scaled from a topographic map and have
 CY0311.an estimated accuracy of +/- 6 seconds.
 CY0311
 CY0311.The orthometric height was determined by differential leveling
 CY0311.and adjusted in June 1991.
 CY0311
 CY0311.The geoid height was determined by GEOID03.
 CY0311
 CY0311.The dynamic height is computed by dividing the NAVD 88
 CY0311.geopotential number by the normal gravity value computed on the
 CY0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0311.degrees latitude (g = 980.6199 gals.).
 CY0311
 CY0311.The modeled gravity was interpolated from observed gravity values.
 CY0311
 CY0311;                    North         East    Units  Estimated Accuracy
 CY0311;SPC AZ E     -   139,310.      307,980.      MT  (+/- 180 meters Scaled)
 CY0311
 CY0311                          SUPERSEDED SURVEY CONTROL
 CY0311
 CY0311  NGVD 29 (??/??/92) 1127.663  (m)         3699.67   (f) ADJ UNCH    1 2
 CY0311
 CY0311.Superseded values are not recommended for survey control.
 CY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0311.See file dsdata.txt to determine how the superseded data were derived.
 CY0311
 CY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA730699(NAD 83)
 CY0311_MARKER: DB = BENCH MARK DISK
 CY0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0311_STAMPING: M 330 1952
 CY0311_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0311+STABILITY: SURFACE MOTION
 CY0311
 CY0311  HISTORY     - Date     Condition        Report By
 CY0311  HISTORY     - 1952     MONUMENTED       CGS
 CY0311  HISTORY     - 1960     GOOD             NGS
 CY0311  HISTORY     - 1979     GOOD             NGS
 CY0311
 CY0311                          STATION DESCRIPTION
 CY0311
 CY0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0311'3.9 MI E FROM SAN SIMON.
 CY0311'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0311'RAILROAD STATION AT SAN SIMON, THENCE 3.75 MILES EAST ALONG STATE
 CY0311'HIGHWAY 86, 125 FEET SOUTH OF RAILROAD MILEPOST 1118, 80 FEET SOUTH OF
 CY0311'THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 130 FEET NORTH OF THE
 CY0311'CENTER LINE OF THE HIGHWAY, 3.6 FEET EAST OF A WITNESS POST, SET IN
 CY0311'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0311
 CY0311                          STATION RECOVERY (1960)
 CY0311
 CY0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0311'RECOVERED IN GOOD CONDITION.
 CY0311
 CY0311                          STATION RECOVERY (1979)
 CY0311
 CY0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0311'5.8 KILOMETERS (3.65 MILES) EAST ALONG THE SOUTHERN PACIFFIC
 CY0311'RAILROAD FROM THE SAN SIMON HIGH SCHOOL AT SAN SIMON,
 CY0311'0.2 KILOMETER (0.1 MILE) EAST OF RAILROAD BRIDGE 1117.88,
 CY0311'0.3 KILOMETER (0.2 MILE) EAST OF I-10 MILE POST 384,
 CY0311'24.2 METERS (79.5 FEET) SOUTH OF THE SOUTH RAIL,
 CY0311'39.2 METERS (128.5 FEET) SOUTH OF RAILROAD MILEPOST 1118,
 CY0311'36.8 METERS (120.7 FEET) NORTH OF THE CENTERLINE OF THE WEST
 CY0311'BOUND LANES OF I-10, 26.9 METERS (87.2 FEET) EAST OF AN IRON
 CY0311'ANGLE IRON RIGHT-OF-WAY MARKER 4404+00,
 CY0311'30.5 METERS (100. FEET) SOUTHWEST OF A TELEPHONE POLE WITH WIRES
 CY0311'LEADING TO A TELEPHONE BOX, 5.7 METERS (18.7 FEET) NORTH OF
 CY0311'THE RIGHT-OF-WAY FENCE.
 CY0311'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0311'THE MARK IS 1.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0510 ***********************************************************************
 DA0510  DESIGNATION -  M 331
 DA0510  PID         -  DA0510
 DA0510  STATE/COUNTY-  AZ/MARICOPA
 DA0510  USGS QUAD   -  BLACK GAP (1986)
 DA0510
 DA0510                         *CURRENT SURVEY CONTROL
 DA0510  ___________________________________________________________________
 DA0510* NAD 83(1986)-  32 49 13.     (N)    112 47 15.     (W)     SCALED    
 DA0510* NAVD 88     -       288.803  (meters)     947.51   (feet)  ADJUSTED  
 DA0510  ___________________________________________________________________
 DA0510  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0510  DYNAMIC HT  -         288.466 (meters)     946.41  (feet)  COMP
 DA0510  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 DA0510
 DA0510  VERT ORDER  -  FIRST     CLASS II
 DA0510
 DA0510.The horizontal coordinates were scaled from a topographic map and have
 DA0510.an estimated accuracy of +/- 6 seconds.
 DA0510
 DA0510.The orthometric height was determined by differential leveling
 DA0510.and adjusted in June 1991.
 DA0510
 DA0510.The geoid height was determined by GEOID03.
 DA0510
 DA0510.The dynamic height is computed by dividing the NAVD 88
 DA0510.geopotential number by the normal gravity value computed on the
 DA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0510.degrees latitude (g = 980.6199 gals.).
 DA0510
 DA0510.The modeled gravity was interpolated from observed gravity values.
 DA0510
 DA0510;                    North         East    Units  Estimated Accuracy
 DA0510;SPC AZ C     -   202,160.      131,820.      MT  (+/- 180 meters Scaled)
 DA0510
 DA0510                          SUPERSEDED SURVEY CONTROL
 DA0510
 DA0510  NGVD 29 (??/??/92)  288.194  (m)          945.52   (f) ADJ UNCH    1 2
 DA0510
 DA0510.Superseded values are not recommended for survey control.
 DA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0510.See file dsdata.txt to determine how the superseded data were derived.
 DA0510
 DA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB326327(NAD 83)
 DA0510_MARKER: DB = BENCH MARK DISK
 DA0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0510_STAMPING: M 331 1953
 DA0510_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0510+STABILITY: SURFACE MOTION
 DA0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0510+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0510
 DA0510  HISTORY     - Date     Condition        Report By
 DA0510  HISTORY     - 1953     MONUMENTED       CGS
 DA0510  HISTORY     - 1980     GOOD             NGS
 DA0510  HISTORY     - 20010730 GOOD             NGS
 DA0510  HISTORY     - 20060219 GOOD             USPSQD
 DA0510  HISTORY     - 20070603 GOOD             GEOCAC
 DA0510
 DA0510                          STATION DESCRIPTION
 DA0510
 DA0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0510'9.7 MI S FROM GILA BEND.
 DA0510'9.7 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0510'COMPANY RAILROAD STATION AT GILA BEND, AT A DIP IN THE HIGHWAY, 1 POLE
 DA0510'SOUTH OF MILEPOLE 10 OF THE TUCSON, CORNELIA AND GILA BEND RAILROAD,
 DA0510'367 FEET NORTH OF THE NORTH CORNER OF RAILROAD WOODEN BRIDGE 101, 93
 DA0510'FEET WEST OF THE WEST RAIL, 43.5 FEET EAST OF THE CENTER LINE OF THE
 DA0510'HIGHWAY, 4 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 2.7 FEET SOUTHWEST
 DA0510'OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET
 DA0510'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0510
 DA0510                          STATION RECOVERY (1980)
 DA0510
 DA0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0510'15.4 KM (9.6 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0510'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15
 DA0510'MI) SOUTHWEST OF RAILWAY BRIDGE NUMBER 99, 0.2 KM (0.1 MI) NORTHEAST
 DA0510'OF STATE HIGHWAY 85 MILEPOST 10, 0.2 KM (0.1 MI) SOUTHEAST ACROSS THE
 DA0510'HIGHWAY FROM A HIGHWAY REST AREA, AT THE FIRST IRON TELEGRAPH POLE
 DA0510'SOUTHWEST OF RAILWAY MILEPOLE 10, 28.3 METERS (93.0 FT) NORTHWEST OF
 DA0510'THE NORTHWEST RAIL OF THE TRACKS, 111.9 METERS (367 FT) NORTHEAST OF
 DA0510'THE NORTHEAST CORNER OF RAILWAY BRIDGE NUMBER 101, 52.4 METERS (172
 DA0510'FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 85, 1.4 METERS (4.5
 DA0510'FT) SOUTHWEST OF THE MILEPOLE, 1.2 METERS (4.0 FT) SOUHTEAST
 DA0510'OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0510'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0510'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0510
 DA0510                          STATION RECOVERY (2001)
 DA0510
 DA0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0510'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0510
 DA0510                          STATION RECOVERY (2006)
 DA0510
 DA0510'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0510'RECOVERED AS DESCRIBED.
 DA0510
 DA0510                          STATION RECOVERY (2007)
 DA0510
 DA0510'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0548 ***********************************************************************
 DA0548  DESIGNATION -  M 332
 DA0548  PID         -  DA0548
 DA0548  STATE/COUNTY-  AZ/MARICOPA
 DA0548  USGS QUAD   -  DEADMAN GAP (1986)
 DA0548
 DA0548                         *CURRENT SURVEY CONTROL
 DA0548  ___________________________________________________________________
 DA0548* NAD 83(1986)-  32 33 07.     (N)    112 50 57.     (W)     SCALED    
 DA0548* NAVD 88     -       376.398  (meters)    1234.90   (feet)  ADJUSTED  
 DA0548  ___________________________________________________________________
 DA0548  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0548  DYNAMIC HT  -         375.935 (meters)    1233.38  (feet)  COMP
 DA0548  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 DA0548
 DA0548  VERT ORDER  -  FIRST     CLASS II
 DA0548
 DA0548.The horizontal coordinates were scaled from a topographic map and have
 DA0548.an estimated accuracy of +/- 6 seconds.
 DA0548
 DA0548.The orthometric height was determined by differential leveling
 DA0548.and adjusted in June 1991.
 DA0548
 DA0548.The geoid height was determined by GEOID03.
 DA0548
 DA0548.The dynamic height is computed by dividing the NAVD 88
 DA0548.geopotential number by the normal gravity value computed on the
 DA0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0548.degrees latitude (g = 980.6199 gals.).
 DA0548
 DA0548.The modeled gravity was interpolated from observed gravity values.
 DA0548
 DA0548;                    North         East    Units  Estimated Accuracy
 DA0548;SPC AZ C     -   172,450.      125,780.      MT  (+/- 180 meters Scaled)
 DA0548
 DA0548                          SUPERSEDED SURVEY CONTROL
 DA0548
 DA0548  NGVD 29 (??/??/92)  375.749  (m)         1232.77   (f) ADJ UNCH    1 2
 DA0548
 DA0548.Superseded values are not recommended for survey control.
 DA0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0548.See file dsdata.txt to determine how the superseded data were derived.
 DA0548
 DA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263031(NAD 83)
 DA0548_MARKER: DB = BENCH MARK DISK
 DA0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0548_STAMPING: M 332 1953
 DA0548_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0548+STABILITY: SURFACE MOTION
 DA0548
 DA0548  HISTORY     - Date     Condition        Report By
 DA0548  HISTORY     - 1953     MONUMENTED       CGS
 DA0548  HISTORY     - 1980     GOOD             NGS
 DA0548
 DA0548                          STATION DESCRIPTION
 DA0548
 DA0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0548'14.3 MI N FROM AJO.
 DA0548'14.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0548'FROM THE STATION AT AJO, 8 POLES SOUTH OF MILEPOLE 29, 0.1 MILE SOUTH
 DA0548'OF WOODEN BRIDGE 292, ON A LOW GRAVEL-COVERED RIDGE, 101 FEET EAST OF
 DA0548'THE CENTER LINE OF AN ABANDONED HIGHWAY, 96.1 FEET WEST OF THE WEST
 DA0548'RAIL, 5 FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES,
 DA0548'2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 DA0548'IN THE TOP OF A COCNRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0548
 DA0548                          STATION RECOVERY (1980)
 DA0548
 DA0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0548'23.3 KM (14.45 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0548'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.2 KM (0.1 MI)
 DA0548'SOUTH OF RAILWAY BRIDGE NUMBER 292, 8 POLES SOUTH OF RAILWAY MILEPOLE
 DA0548'29, SET ON TOP OF A LOW GRAVEL-COVERED RIDGE, IN LINE WITH A ROW OF
 DA0548'IRON TELEGRAPH POLES, 29.3 METERS (96.0 FT) WEST OF THE WEST RAIL OF
 DA0548'THE TRACKS, 27.4 METERS (90.0 FT) EAST OF THE CENTERLINE OF A DIRT
 DA0548'ROAD PARALLELING THE TRACKS, 1.5 METERS (5.0 FT) NORTH OF THE
 DA0548'TELEGRAPH POLE.
 DA0548'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DA0548'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0345 ***********************************************************************
 DA0345  DESIGNATION -  M 333
 DA0345  PID         -  DA0345
 DA0345  STATE/COUNTY-  AZ/PIMA
 DA0345  USGS QUAD   -  ARMENTA WELL (1990)
 DA0345
 DA0345                         *CURRENT SURVEY CONTROL
 DA0345  ___________________________________________________________________
 DA0345* NAD 83(1986)-  32 12 03.     (N)    112 45 37.     (W)     SCALED    
 DA0345* NAVD 88     -       542.932  (meters)    1781.27   (feet)  ADJUSTED  
 DA0345  ___________________________________________________________________
 DA0345  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DA0345  DYNAMIC HT  -         542.228 (meters)    1778.96  (feet)  COMP
 DA0345  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 DA0345
 DA0345  VERT ORDER  -  FIRST     CLASS II
 DA0345
 DA0345.The horizontal coordinates were scaled from a topographic map and have
 DA0345.an estimated accuracy of +/- 6 seconds.
 DA0345
 DA0345.The orthometric height was determined by differential leveling
 DA0345.and adjusted in June 1991.
 DA0345
 DA0345.The geoid height was determined by GEOID03.
 DA0345
 DA0345.The dynamic height is computed by dividing the NAVD 88
 DA0345.geopotential number by the normal gravity value computed on the
 DA0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0345.degrees latitude (g = 980.6199 gals.).
 DA0345
 DA0345.The modeled gravity was interpolated from observed gravity values.
 DA0345
 DA0345;                    North         East    Units  Estimated Accuracy
 DA0345;SPC AZ C     -   133,450.      133,830.      MT  (+/- 180 meters Scaled)
 DA0345
 DA0345                          SUPERSEDED SURVEY CONTROL
 DA0345
 DA0345  NGVD 29 (??/??/92)  542.212  (m)         1778.91   (f) ADJ UNCH    1 2
 DA0345
 DA0345.Superseded values are not recommended for survey control.
 DA0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0345.See file dsdata.txt to determine how the superseded data were derived.
 DA0345
 DA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA340640(NAD 83)
 DA0345_MARKER: DB = BENCH MARK DISK
 DA0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0345_STAMPING: M 333 1953
 DA0345_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0345+STABILITY: SURFACE MOTION
 DA0345
 DA0345  HISTORY     - Date     Condition        Report By
 DA0345  HISTORY     - 1953     MONUMENTED       CGS
 DA0345  HISTORY     - 1981     GOOD             NGS
 DA0345  HISTORY     - 19970305 GOOD             USPSQD
 DA0345  HISTORY     - 19990120 GOOD             USPSQD
 DA0345
 DA0345                          STATION DESCRIPTION
 DA0345
 DA0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0345'15.7 MI SE FROM AJO.
 DA0345'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0345'FROM THE STATION AT AJO, THENCE  10.75 MILES SOUTHEAST ALONG STATE
 DA0345'HIGHWAY 86, THENCE 4.8 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT
 DA0345'AN ENTRANCE TO THE ORGAN PIPE CACTUS NATIONAL MONUMENT, 56.4 FEET WEST
 DA0345'OF THE CENTER LINE OF THE HIGHWAY, 50.0 FEET NORTHWEST OF THE
 DA0345'NORTHWEST CORNER OF A CATTLE GUARD, 35.4 FEET NORTHWEST OF THE
 DA0345'NORTHWEST POST OF THE NATIONAL MONUMENT SIGN, 2.5 FEET NORTHEAST OF A
 DA0345'FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 DA0345'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DA0345'ABOVE THE GROUND.
 DA0345
 DA0345                          STATION RECOVERY (1981)
 DA0345
 DA0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0345'7.8 KM (4.85 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0345'STATE HIGHWAY 86 IN WHY, AT THE ENTRANCE TO THE ORGAN PIPE NATIONAL
 DA0345'MONUMENT, 17.1 M (56.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA0345'15.2 M (50.0 FT) NORTH OF THE NORTHWEST CORNER OF A CATTLE GUARD,
 DA0345'10.7 M (35.4 FT) NORTHWEST OF THE NORTHWEST WOODEN POST FOR THE
 DA0345'MONUMENT SIGN, 0.8 M (2.5 FT) NORTHEAST OF A WIRE FENCE LINE.
 DA0345'THE MARK IS 06 METERS  SE FROM A WITNESS POST.
 DA0345'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0345
 DA0345                          STATION RECOVERY (1997)
 DA0345
 DA0345'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0345'RECOVERED IN GOOD CONDITION.
 DA0345
 DA0345                          STATION RECOVERY (1999)
 DA0345
 DA0345'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0375 ***********************************************************************
 CG0375  DESIGNATION -  M 334
 CG0375  PID         -  CG0375
 CG0375  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0375  USGS QUAD   -  AMADO (1981)
 CG0375
 CG0375                         *CURRENT SURVEY CONTROL
 CG0375  ___________________________________________________________________
 CG0375* NAD 83(1986)-  31 42 22.     (N)    111 02 57.     (W)     SCALED    
 CG0375* NAVD 88     -       934.07   (+/-2cm)    3064.5    (feet)  VERTCON   
 CG0375  ___________________________________________________________________
 CG0375  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0375  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0375
 CG0375.The horizontal coordinates were scaled from a topographic map and have
 CG0375.an estimated accuracy of +/- 6 seconds.
 CG0375
 CG0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0375.The vertical order pertains to the NGVD 29 superseded value.
 CG0375
 CG0375.The geoid height was determined by GEOID03.
 CG0375
 CG0375;                    North         East    Units  Estimated Accuracy
 CG0375;SPC AZ C     -    78,610.      295,590.      MT  (+/- 180 meters Scaled)
 CG0375
 CG0375                          SUPERSEDED SURVEY CONTROL
 CG0375
 CG0375  NGVD 29 (??/??/92)  933.272  (m)         3061.91   (f) ADJ UNCH    1 2
 CG0375
 CG0375.Superseded values are not recommended for survey control.
 CG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0375.See file dsdata.txt to determine how the superseded data were derived.
 CG0375
 CG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA953078(NAD 83)
 CG0375_MARKER: DB = BENCH MARK DISK
 CG0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0375_SP_SET: WALL
 CG0375_STAMPING: M 334 1953
 CG0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0375
 CG0375  HISTORY     - Date     Condition        Report By
 CG0375  HISTORY     - 1953     MONUMENTED       CGS
 CG0375
 CG0375                          STATION DESCRIPTION
 CG0375
 CG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0375'IN AMADO.
 CG0375'AT AMADO, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE WATER
 CG0375'TANK, IN THE TOP OF THE CONCRETE CONCRETE FOUNDATIONS EAST OF THE
 CG0375'TRACK, 23.8 FEET EAST OF THE EAST RAIL, 2.8 FEET SOUTH OF THE SOUTH
 CG0375'EDGE OF THE NORTH STEEL LEG OF THE THIRD ROW OF LEGS EAST OF THE
 CG0375'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0482 ***********************************************************************
 DA0482  DESIGNATION -  M 336
 DA0482  PID         -  DA0482
 DA0482  STATE/COUNTY-  AZ/PIMA
 DA0482  USGS QUAD   -  BURRO GAP (1990)
 DA0482
 DA0482                         *CURRENT SURVEY CONTROL
 DA0482  ___________________________________________________________________
 DA0482* NAD 83(1986)-  32 26 21.     (N)    112 39 15.     (W)     SCALED    
 DA0482* NAVD 88     -       639.31   (+/-2cm)    2097.5    (feet)  VERTCON   
 DA0482  ___________________________________________________________________
 DA0482  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0482
 DA0482.The horizontal coordinates were scaled from a topographic map and have
 DA0482.an estimated accuracy of +/- 6 seconds.
 DA0482
 DA0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0482.The vertical order pertains to the NGVD 29 superseded value.
 DA0482
 DA0482.The geoid height was determined by GEOID03.
 DA0482
 DA0482;                    North         East    Units  Estimated Accuracy
 DA0482;SPC AZ C     -   159,800.      144,010.      MT  (+/- 180 meters Scaled)
 DA0482
 DA0482                          SUPERSEDED SURVEY CONTROL
 DA0482
 DA0482  NGVD 29 (??/??/92)  638.569  (m)         2095.04   (f) ADJ UNCH    2 0
 DA0482
 DA0482.Superseded values are not recommended for survey control.
 DA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0482.See file dsdata.txt to determine how the superseded data were derived.
 DA0482
 DA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA444903(NAD 83)
 DA0482_MARKER: DB = BENCH MARK DISK
 DA0482_SETTING: 80 = SET IN A BOULDER
 DA0482_SP_SET: BOULDER
 DA0482_STAMPING: M 336 1961
 DA0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0482+STABILITY: SURFACE MOTION
 DA0482
 DA0482  HISTORY     - Date     Condition        Report By
 DA0482  HISTORY     - 1961     MONUMENTED       CGS
 DA0482
 DA0482                          STATION DESCRIPTION
 DA0482
 DA0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0482'14.5 MI E FROM AJO.
 DA0482'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0482'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0482'STATE HIGHWAY 85.  THENCE 12.95 MILES EAST ALONG A DIRT ROAD WHICH
 DA0482'FOLLOWS A PIPE LINE.  3.25 MILES NORTHEAST OF A METAL WINDMILL, IN THE
 DA0482'TOP OF A BLACK BOULDER WHICH PROJECTS 10 INCHES, 195 FEET NORTHWEST OF
 DA0482'THE CENTER LINE OF THE ROAD, 5.7 FEET NORTHWEST OF A METAL WITNESS
 DA0482'POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0223 ***********************************************************************
 DA0223  DESIGNATION -  M 337
 DA0223  PID         -  DA0223
 DA0223  STATE/COUNTY-  AZ/PIMA
 DA0223  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0223
 DA0223                         *CURRENT SURVEY CONTROL
 DA0223  ___________________________________________________________________
 DA0223* NAD 83(1986)-  32 28 13.     (N)    112 27 23.     (W)     SCALED    
 DA0223* NAVD 88     -       748.17   (+/-2cm)    2454.6    (feet)  VERTCON   
 DA0223  ___________________________________________________________________
 DA0223  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0223
 DA0223.The horizontal coordinates were scaled from a topographic map and have
 DA0223.an estimated accuracy of +/- 6 seconds.
 DA0223
 DA0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0223.The vertical order pertains to the NGVD 29 superseded value.
 DA0223
 DA0223.The geoid height was determined by GEOID03.
 DA0223
 DA0223;                    North         East    Units  Estimated Accuracy
 DA0223;SPC AZ C     -   163,140.      162,630.      MT  (+/- 180 meters Scaled)
 DA0223
 DA0223                          SUPERSEDED SURVEY CONTROL
 DA0223
 DA0223  NGVD 29 (??/??/92)  747.440  (m)         2452.23   (f) ADJ UNCH    2 0
 DA0223
 DA0223.Superseded values are not recommended for survey control.
 DA0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0223.See file dsdata.txt to determine how the superseded data were derived.
 DA0223
 DA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA631934(NAD 83)
 DA0223_MARKER: DB = BENCH MARK DISK
 DA0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0223_SP_SET: 9.5 FT.
 DA0223_STAMPING: M 337 1961
 DA0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0223
 DA0223  HISTORY     - Date     Condition        Report By
 DA0223  HISTORY     - 1961     MONUMENTED       CGS
 DA0223
 DA0223                          STATION DESCRIPTION
 DA0223
 DA0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0223'15.5 MI W FROM VENTANA.
 DA0223'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0223'AT VENTANA.  THENCE 9.0 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0223'PIPE LINE.  57 FEET NORTH OF THE CENTER LINE OF THE ROAD, 139 FEET
 DA0223'NORTHEAST OF PIPE LINE MILEPOST NUMBER 56, 1.3 FEET NORTH OF A METAL
 DA0223'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A DISK ON THE
 DA0223'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2
 DA0223'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0467 ***********************************************************************
 DA0467  DESIGNATION -  M 338
 DA0467  PID         -  DA0467
 DA0467  STATE/COUNTY-  AZ/PIMA
 DA0467  USGS QUAD   -  GU VO (1990)
 DA0467
 DA0467                         *CURRENT SURVEY CONTROL
 DA0467  ___________________________________________________________________
 DA0467* NAD 83(1986)-  32 01 27.     (N)    112 34 57.     (W)     SCALED    
 DA0467* NAVD 88     -       668.39   (+/-2cm)    2192.9    (feet)  VERTCON   
 DA0467  ___________________________________________________________________
 DA0467  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DA0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0467
 DA0467.The horizontal coordinates were scaled from a topographic map and have
 DA0467.an estimated accuracy of +/- 6 seconds.
 DA0467
 DA0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0467.The vertical order pertains to the NGVD 29 superseded value.
 DA0467
 DA0467.The geoid height was determined by GEOID03.
 DA0467
 DA0467;                    North         East    Units  Estimated Accuracy
 DA0467;SPC AZ C     -   113,740.      150,470.      MT  (+/- 180 meters Scaled)
 DA0467
 DA0467                          SUPERSEDED SURVEY CONTROL
 DA0467
 DA0467  NGVD 29 (??/??/92)  667.645  (m)         2190.43   (f) ADJ UNCH    2 0
 DA0467
 DA0467.Superseded values are not recommended for survey control.
 DA0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0467.See file dsdata.txt to determine how the superseded data were derived.
 DA0467
 DA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA505442(NAD 83)
 DA0467_MARKER: DB = BENCH MARK DISK
 DA0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0467_STAMPING: M 338 1961
 DA0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0467+STABILITY: SURFACE MOTION
 DA0467
 DA0467  HISTORY     - Date     Condition        Report By
 DA0467  HISTORY     - 1961     MONUMENTED       CGS
 DA0467
 DA0467                          STATION DESCRIPTION
 DA0467
 DA0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0467'15.8 MI N FROM MENAGERS.
 DA0467'ABOUT 15.8 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0467'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE, 2.7 MILES SOUTH OF THE
 DA0467'SCHOOL AT GU VO, 104 FEET WEST OF THE CENTER LINE OF THE ROAD, 55 FEET
 DA0467'SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST,
 DA0467'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0467'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0767 ***********************************************************************
 CG0767  DESIGNATION -  M 339
 CG0767  PID         -  CG0767
 CG0767  STATE/COUNTY-  AZ/PIMA
 CG0767  USGS QUAD   -  VAMORI (1979)
 CG0767
 CG0767                         *CURRENT SURVEY CONTROL
 CG0767  ___________________________________________________________________
 CG0767* NAD 83(1986)-  31 42 36.     (N)    111 55 40.     (W)     SCALED    
 CG0767* NAVD 88     -       694.71   (+/-2cm)    2279.2    (feet)  VERTCON   
 CG0767  ___________________________________________________________________
 CG0767  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 CG0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0767
 CG0767.The horizontal coordinates were scaled from a topographic map and have
 CG0767.an estimated accuracy of +/- 6 seconds.
 CG0767
 CG0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0767.The vertical order pertains to the NGVD 29 superseded value.
 CG0767
 CG0767.The geoid height was determined by GEOID03.
 CG0767
 CG0767;                    North         East    Units  Estimated Accuracy
 CG0767;SPC AZ C     -    78,710.      212,310.      MT  (+/- 180 meters Scaled)
 CG0767
 CG0767                          SUPERSEDED SURVEY CONTROL
 CG0767
 CG0767  NGVD 29 (??/??/92)  693.994  (m)         2276.88   (f) ADJ UNCH    2 0
 CG0767
 CG0767.Superseded values are not recommended for survey control.
 CG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0767.See file dsdata.txt to determine how the superseded data were derived.
 CG0767
 CG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA120086(NAD 83)
 CG0767_MARKER: DB = BENCH MARK DISK
 CG0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0767_STAMPING: M 339 1961
 CG0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0767+STABILITY: SURFACE MOTION
 CG0767
 CG0767  HISTORY     - Date     Condition        Report By
 CG0767  HISTORY     - 1961     MONUMENTED       CGS
 CG0767  HISTORY     - 1977     GOOD             USGS
 CG0767
 CG0767                          STATION DESCRIPTION
 CG0767
 CG0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0767'2.0 MI SW FROM VAMORI.
 CG0767'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CG0767'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CG0767'THENCE 1.4 MILES SOUTHWEST ALONG A DIRT ROAD, 1.1 MILES SOUTHWEST OF A
 CG0767'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CG0767'NUMBERED 72, 1.55 MILES SOUTHWEST OF A STUCCO CHURCH, 0.8 MILE
 CG0767'NORTHEAST OF A GATE ACROSS THE ROAD, 35 FEET NORTHWEST OF THE CENTER
 CG0767'LINE OF THE ROAD, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 CG0767'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0767'8 INCHES.
 CG0767
 CG0767                          STATION RECOVERY (1977)
 CG0767
 CG0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0767'DELETE MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CG0767'WHICH PROJECTS 16 FT AND IS NUMBERED 72.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0034 ***********************************************************************
 ES0034  DESIGNATION -  M 34
 ES0034  PID         -  ES0034
 ES0034  STATE/COUNTY-  AZ/NAVAJO
 ES0034  USGS QUAD   -  DRY LAKE NE (1971)
 ES0034
 ES0034                         *CURRENT SURVEY CONTROL
 ES0034  ___________________________________________________________________
 ES0034* NAD 83(1986)-  34 42 37.     (N)    110 18 20.     (W)     SCALED    
 ES0034* NAVD 88     -      1773.463  (meters)    5818.44   (feet)  ADJUSTED  
 ES0034  ___________________________________________________________________
 ES0034  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0034  DYNAMIC HT  -        1770.943 (meters)    5810.17  (feet)  COMP
 ES0034  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 ES0034
 ES0034  VERT ORDER  -  SECOND    CLASS 0
 ES0034
 ES0034.The horizontal coordinates were scaled from a topographic map and have
 ES0034.an estimated accuracy of +/- 6 seconds.
 ES0034
 ES0034.The orthometric height was determined by differential leveling
 ES0034.and adjusted in June 1991.
 ES0034
 ES0034.The geoid height was determined by GEOID03.
 ES0034
 ES0034.The dynamic height is computed by dividing the NAVD 88
 ES0034.geopotential number by the normal gravity value computed on the
 ES0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0034.degrees latitude (g = 980.6199 gals.).
 ES0034
 ES0034.The modeled gravity was interpolated from observed gravity values.
 ES0034
 ES0034;                    North         East    Units  Estimated Accuracy
 ES0034;SPC AZ E     -   411,450.      200,640.      MT  (+/- 180 meters Scaled)
 ES0034
 ES0034                          SUPERSEDED SURVEY CONTROL
 ES0034
 ES0034  NGVD 29 (??/??/92) 1772.577  (m)         5815.53   (f) ADJ UNCH    2 0
 ES0034
 ES0034.Superseded values are not recommended for survey control.
 ES0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0034.See file dsdata.txt to determine how the superseded data were derived.
 ES0034
 ES0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD635411(NAD 83)
 ES0034_MARKER: DD = SURVEY DISK
 ES0034_SETTING: 80 = SET IN A BOULDER
 ES0034_SP_SET: BOULDER
 ES0034_STAMPING: M-34 1934
 ES0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0034+STABILITY: SURFACE MOTION
 ES0034
 ES0034  HISTORY     - Date     Condition        Report By
 ES0034  HISTORY     - 1934     MONUMENTED       USGS
 ES0034  HISTORY     - 1934     GOOD             NGS
 ES0034
 ES0034                          STATION DESCRIPTION
 ES0034
 ES0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0034'16.9 MI SW FROM HOLBROOK.
 ES0034'16.9 MILES SOUTHWEST OF.  HOLBROOK DEPOT.  ON GLOBE TO HOLBROOK HIWAY.
 ES0034'25 FEET NORTH OF CENTER LINE OF HIWAY, SET IN BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0172 ***********************************************************************
 FP0172  DESIGNATION -  M 34
 FP0172  PID         -  FP0172
 FP0172  STATE/COUNTY-  AZ/APACHE
 FP0172  USGS QUAD   -  EAST OF KINLICHEE (1983)
 FP0172
 FP0172                         *CURRENT SURVEY CONTROL
 FP0172  ___________________________________________________________________
 FP0172* NAD 83(1986)-  35 43 05.     (N)    109 21 36.     (W)     SCALED    
 FP0172* NAVD 88     -      2182.356  (meters)    7159.95   (feet)  ADJUSTED  
 FP0172  ___________________________________________________________________
 FP0172  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FP0172  DYNAMIC HT  -        2179.295 (meters)    7149.90  (feet)  COMP
 FP0172  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 FP0172
 FP0172  VERT ORDER  -  FIRST     CLASS II
 FP0172
 FP0172.The horizontal coordinates were scaled from a topographic map and have
 FP0172.an estimated accuracy of +/- 6 seconds.
 FP0172
 FP0172.The orthometric height was determined by differential leveling
 FP0172.and adjusted in June 1991.
 FP0172
 FP0172.The geoid height was determined by GEOID03.
 FP0172
 FP0172.The dynamic height is computed by dividing the NAVD 88
 FP0172.geopotential number by the normal gravity value computed on the
 FP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0172.degrees latitude (g = 980.6199 gals.).
 FP0172
 FP0172.The modeled gravity was interpolated from observed gravity values.
 FP0172
 FP0172;                    North         East    Units  Estimated Accuracy
 FP0172;SPC AZ E     -   523,530.      286,340.      MT  (+/- 180 meters Scaled)
 FP0172
 FP0172                          SUPERSEDED SURVEY CONTROL
 FP0172
 FP0172  NGVD 29 (??/??/92) 2181.344  (m)         7156.63   (f) ADJ UNCH    1 2
 FP0172
 FP0172.Superseded values are not recommended for survey control.
 FP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0172.See file dsdata.txt to determine how the superseded data were derived.
 FP0172
 FP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE483539(NAD 83)
 FP0172_MARKER: DB = BENCH MARK DISK
 FP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0172_STAMPING: 7156.626 M 34 1933
 FP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0172+STABILITY: SURFACE MOTION
 FP0172
 FP0172  HISTORY     - Date     Condition        Report By
 FP0172  HISTORY     - 1933     MONUMENTED       CGS
 FP0172  HISTORY     - 1934     GOOD             NGS
 FP0172  HISTORY     - 1977     GOOD             USGS
 FP0172
 FP0172                          STATION DESCRIPTION
 FP0172
 FP0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0172'11.8 MI SE FROM GANADO.
 FP0172'11.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0172'OFFICE AT GANADO, APACHE COUNTY, AT A ROAD JUNCTION, 30 FEET SOUTH OF
 FP0172'THE CENTERLINE OF THE MAIN ROAD, 9-1/2 FEET SOUTHWEST OF THE SIDE
 FP0172'ROAD, 700 FEET WEST OF A WOODEN CULVERT, ON AN EAST SLOPE, AND 4 FEET
 FP0172'SOUTH OF A POLE.  A STANDARD DISK, STAMPED 7156.626 M 34 1933 AND SET
 FP0172'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 FP0172
 FP0172                          STATION RECOVERY (1977)
 FP0172
 FP0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0172'10.35 MILES EAST ALONG STATE HIGHWAY 264 FROM THE JUNCTION OF STATE
 FP0172'HIGHWAY 63 AND 264 IN GANADO, APACHE CO., 140 FEET SE OF AN
 FP0172'INTERSECTION, 123 FEET EAST OF A DIRT ROAD, 55 FEET 5 OF THE
 FP0172'CENTERLINE OF THE HIGHWAY. A STANDARD TABLET STAMPED "7156.626 M 34
 FP0172'1933" SET IN TOP OF CONCRETE POST PROJECTING 7 INCHES ABOVE THE
 FP0172'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0299 ***********************************************************************
 FQ0299  DESIGNATION -  M 340
 FQ0299  PID         -  FQ0299
 FQ0299  STATE/COUNTY-  AZ/COCONINO
 FQ0299  USGS QUAD   -  BELLEMONT (1980)
 FQ0299
 FQ0299                         *CURRENT SURVEY CONTROL
 FQ0299  ___________________________________________________________________
 FQ0299* NAD 83(1986)-  35 12 32.     (N)    111 46 21.     (W)     SCALED    
 FQ0299* NAVD 88     -      2200.912  (meters)    7220.83   (feet)  ADJUSTED  
 FQ0299  ___________________________________________________________________
 FQ0299  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0299  DYNAMIC HT  -        2197.786 (meters)    7210.57  (feet)  COMP
 FQ0299  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 FQ0299
 FQ0299  VERT ORDER  -  SECOND    CLASS 0
 FQ0299
 FQ0299.The horizontal coordinates were scaled from a topographic map and have
 FQ0299.an estimated accuracy of +/- 6 seconds.
 FQ0299
 FQ0299.The orthometric height was determined by differential leveling
 FQ0299.and adjusted in June 1991.
 FQ0299
 FQ0299.The geoid height was determined by GEOID03.
 FQ0299
 FQ0299.The dynamic height is computed by dividing the NAVD 88
 FQ0299.geopotential number by the normal gravity value computed on the
 FQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0299.degrees latitude (g = 980.6199 gals.).
 FQ0299
 FQ0299.The modeled gravity was interpolated from observed gravity values.
 FQ0299
 FQ0299;                    North         East    Units  Estimated Accuracy
 FQ0299;SPC AZ C     -   466,760.      226,490.      MT  (+/- 180 meters Scaled)
 FQ0299
 FQ0299                          SUPERSEDED SURVEY CONTROL
 FQ0299
 FQ0299  NGVD 29 (??/??/92) 2199.888  (m)         7217.47   (f) ADJ UNCH    2 0
 FQ0299
 FQ0299.Superseded values are not recommended for survey control.
 FQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0299.See file dsdata.txt to determine how the superseded data were derived.
 FQ0299
 FQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD296964(NAD 83)
 FQ0299_MARKER: DB = BENCH MARK DISK
 FQ0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0299_SP_SET: PIER
 FQ0299_STAMPING: M 340 1958
 FQ0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0299
 FQ0299  HISTORY     - Date     Condition        Report By
 FQ0299  HISTORY     - 1958     MONUMENTED       CGS
 FQ0299  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0299
 FQ0299                          STATION DESCRIPTION
 FQ0299
 FQ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0299'7.2 MI W FROM FLAGSTAFF.
 FQ0299'7.8 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0299'IN FLAGSTAFF, 7 FEET EAST OF THE EAST RAIL, SET IN THE SOUTHWEST
 FQ0299'CORNER OF THE SOUTHEAST PIER OF BLOCK SIGNAL NUMBER 3521-3522 AND
 FQ0299'ABOUT 3 FEET HIGHER THAN THE RAILROAD TRACKS.
 FQ0299
 FQ0299                          STATION RECOVERY (1982)
 FQ0299
 FQ0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0299'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0125 ***********************************************************************
 CH0125  DESIGNATION -  M 340
 CH0125  PID         -  CH0125
 CH0125  STATE/COUNTY-  AZ/PIMA
 CH0125  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0125
 CH0125                         *CURRENT SURVEY CONTROL
 CH0125  ___________________________________________________________________
 CH0125* NAD 83(1986)-  31 49 24.     (N)    112 31 45.     (W)     SCALED    
 CH0125* NAVD 88     -       532.12   (+/-2cm)    1745.8    (feet)  VERTCON   
 CH0125  ___________________________________________________________________
 CH0125  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 CH0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0125
 CH0125.The horizontal coordinates were scaled from a topographic map and have
 CH0125.an estimated accuracy of +/- 6 seconds.
 CH0125
 CH0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0125.The vertical order pertains to the NGVD 29 superseded value.
 CH0125
 CH0125.The geoid height was determined by GEOID03.
 CH0125
 CH0125;                    North         East    Units  Estimated Accuracy
 CH0125;SPC AZ C     -    91,440.      155,380.      MT  (+/- 180 meters Scaled)
 CH0125
 CH0125                          SUPERSEDED SURVEY CONTROL
 CH0125
 CH0125  NGVD 29 (??/??/92)  531.411  (m)         1743.47   (f) ADJ UNCH    2 0
 CH0125
 CH0125.Superseded values are not recommended for survey control.
 CH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0125.See file dsdata.txt to determine how the superseded data were derived.
 CH0125
 CH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA552218(NAD 83)
 CH0125_MARKER: DB = BENCH MARK DISK
 CH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0125_STAMPING: M 340 1961
 CH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0125+STABILITY: SURFACE MOTION
 CH0125
 CH0125  HISTORY     - Date     Condition        Report By
 CH0125  HISTORY     - 1961     MONUMENTED       CGS
 CH0125
 CH0125                          STATION DESCRIPTION
 CH0125
 CH0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0125'3.2 MI E FROM MENAGERS.
 CH0125'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0125'WINDMILL AT MENAGERS, AN INIDAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0125'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0125'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0125'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD.
 CH0125'THENCE 0.85 MILE SOUTHEAST ALONG A TRAIL ROAD TO A SHARP CURVE TO THE
 CH0125'EAST.  THENCE 0.2 MILE WEST ALONG A DIM TRAIL IN A CREEK BOTTOM TO THE
 CH0125'END OF THE TRAIL.  190 YARDS NORTHEAST OF A FENCE, 75 FEET NORTH OF
 CH0125'THE CENTER LINE OF THE TRAIL, 160 FEET NORTHEAST OF A 20-INCH MESQUITE
 CH0125'TREE, 1.5 FEET SOUTH OF A METAL WINTESS POST, AND SET IN THE TOP OF A
 CH0125'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0290 ***********************************************************************
 FQ0290  DESIGNATION -  M 341
 FQ0290  PID         -  FQ0290
 FQ0290  STATE/COUNTY-  AZ/COCONINO
 FQ0290  USGS QUAD   -  BELLEMONT (1980)
 FQ0290
 FQ0290                         *CURRENT SURVEY CONTROL
 FQ0290  ___________________________________________________________________
 FQ0290* NAD 83(1986)-  35 14 27.     (N)    111 50 32.     (W)     SCALED    
 FQ0290* NAVD 88     -      2181.100  (meters)    7155.83   (feet)  ADJUSTED  
 FQ0290  ___________________________________________________________________
 FQ0290  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0290  DYNAMIC HT  -        2178.012 (meters)    7145.69  (feet)  COMP
 FQ0290  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 FQ0290
 FQ0290  VERT ORDER  -  FIRST     CLASS II
 FQ0290
 FQ0290.The horizontal coordinates were scaled from a topographic map and have
 FQ0290.an estimated accuracy of +/- 6 seconds.
 FQ0290
 FQ0290.The orthometric height was determined by differential leveling
 FQ0290.and adjusted in June 1991.
 FQ0290
 FQ0290.The geoid height was determined by GEOID03.
 FQ0290
 FQ0290.The dynamic height is computed by dividing the NAVD 88
 FQ0290.geopotential number by the normal gravity value computed on the
 FQ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0290.degrees latitude (g = 980.6199 gals.).
 FQ0290
 FQ0290.The modeled gravity was interpolated from observed gravity values.
 FQ0290
 FQ0290;                    North         East    Units  Estimated Accuracy
 FQ0290;SPC AZ C     -   470,290.      220,140.      MT  (+/- 180 meters Scaled)
 FQ0290
 FQ0290                          SUPERSEDED SURVEY CONTROL
 FQ0290
 FQ0290  NGVD 29 (??/??/92) 2180.089  (m)         7152.51   (f) ADJ UNCH    1 2
 FQ0290
 FQ0290.Superseded values are not recommended for survey control.
 FQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0290.See file dsdata.txt to determine how the superseded data were derived.
 FQ0290
 FQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE233000(NAD 83)
 FQ0290_MARKER: DB = BENCH MARK DISK
 FQ0290_SETTING: 80 = SET IN A BOULDER
 FQ0290_SP_SET: BOULDER
 FQ0290_STAMPING: M 341 1958
 FQ0290_MARK LOGO: CGS   
 FQ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0290+STABILITY: SURFACE MOTION
 FQ0290
 FQ0290  HISTORY     - Date     Condition        Report By
 FQ0290  HISTORY     - 1958     MONUMENTED       CGS
 FQ0290  HISTORY     - 1982     GOOD             NGS
 FQ0290
 FQ0290                          STATION DESCRIPTION
 FQ0290
 FQ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0290'12.0 MI W FROM FLAGSTAFF.
 FQ0290'12 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0290'IN FLAGSTAFF, THENCE 0.1 MILE SOUTH, THENCE 0.5 MILE WEST ALONG AN OLD
 FQ0290'TRACK ROAD, ABOUT 0.15 MILE SOUTH OF THE HIGHWAY, 55 FEET SOUTH OF THE
 FQ0290'CENTER OF THE TRACK ROAD, 11 FEET NORTH OF THE WITNESS POST, CEMENTED
 FQ0290'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 FQ0290
 FQ0290                          STATION RECOVERY (1982)
 FQ0290
 FQ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0290'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0290'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 5.1 KM (3.2 MI) WEST ALONG
 FQ0290'OLD US HIGHWAY 66, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD,
 FQ0290'THENCE 0.8 KM (0.5 MI) WEST ALONG A DIRT ROAD (OLD HIGHWAY IN 1932),
 FQ0290'LOCATED ON WHAT WAS THE OLD HIGHWAY ALIGNMENT IN 1932 BUT NOW ABANDON
 FQ0290'IN TOP OF A 6 BY 8 FOOT PORTION OF EXPOSSED VOLCANIC OUTCROP
 FQ0290'PROJECTING 2 FEET ABOVE THE BOTTOM OF A BORROW DITCH, 0.05 MILE EAST
 FQ0290'OF SEVERAL ABANDON CARS AND A DUMP AREA, 0.15 MILE SOUTHWEST OF THE
 FQ0290'CENTERLINE OF THE OLD US HIGHWAY 66 STILL PAVED, 16.7 METERS (55 FT)
 FQ0290'SOUTHWEST OF THE CENTERLINE OF THE BERM ROAD (DIRT), 22.8 METERS (75
 FQ0290'FT) NORTHEAST OF ANGLE DRAINAGE DITCH, 1.8 METERS (6 FT) SOUTHWEST OF
 FQ0290'BORROW DITCH.
 FQ0290'THE MARK IS 3 METERS  N FROM A WITNESS POST.
 FQ0290'THE MARK IS ABOVE LEVEL WITH THE BERM ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0024 ***********************************************************************
 CH0024  DESIGNATION -  M 341
 CH0024  PID         -  CH0024
 CH0024  STATE/COUNTY-  AZ/PIMA
 CH0024  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0024
 CH0024                         *CURRENT SURVEY CONTROL
 CH0024  ___________________________________________________________________
 CH0024* NAD 83(1986)-  31 48 30.     (N)    112 12 46.     (W)     SCALED    
 CH0024* NAVD 88     -       567.30   (+/-2cm)    1861.2    (feet)  VERTCON   
 CH0024  ___________________________________________________________________
 CH0024  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CH0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0024
 CH0024.The horizontal coordinates were scaled from a topographic map and have
 CH0024.an estimated accuracy of +/- 6 seconds.
 CH0024
 CH0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0024.The vertical order pertains to the NGVD 29 superseded value.
 CH0024
 CH0024.The geoid height was determined by GEOID03.
 CH0024
 CH0024;                    North         East    Units  Estimated Accuracy
 CH0024;SPC AZ C     -    89,650.      185,320.      MT  (+/- 180 meters Scaled)
 CH0024
 CH0024                          SUPERSEDED SURVEY CONTROL
 CH0024
 CH0024  NGVD 29 (??/??/92)  566.620  (m)         1858.99   (f) ADJ UNCH    2 0
 CH0024
 CH0024.Superseded values are not recommended for survey control.
 CH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0024.See file dsdata.txt to determine how the superseded data were derived.
 CH0024
 CH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA852198(NAD 83)
 CH0024_MARKER: DB = BENCH MARK DISK
 CH0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0024_STAMPING: M 341 1961
 CH0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0024+STABILITY: SURFACE MOTION
 CH0024
 CH0024  HISTORY     - Date     Condition        Report By
 CH0024  HISTORY     - 1961     MONUMENTED       CGS
 CH0024
 CH0024                          STATION DESCRIPTION
 CH0024
 CH0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0024'2.8 MI SW FROM KOTS KUG.
 CH0024'ABOUT 1.6 MILES SOUTH ALONG A TRAIL ROAD FROM A WELL AND A LARGE STONE
 CH0024'TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.2 MILES WEST ALONG A
 CH0024'GRADED DIRT ROAD.  OR 0.45 MILE NORTH ALONG A GRADED DIRT ROAD FROM
 CH0024'THE STOCK PENS AT PAPAGO FARMS.  THENCE 6.1 MILES EAST ALONG A GRADED
 CH0024'DIRT ROAD.  0.5 MILE SOUTH AND 1.2 MILES WEST OF A 4X4-INCH WHITE
 CH0024'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 65, 183
 CH0024'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE GRADED DIRT ROAD
 CH0024'AND A TRAIL ROAD LEADING NORTHEAST, 53 FEET NORTH OF THE CENTER LINE
 CH0024'OF THE GRADED DIRT ROAD, 157 FEET EAST OF THE CENTER LINE OF THE TRAIL
 CH0024'ROAD, 20 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 CH0024'TELEPHONE POLES, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 CH0024'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CH0024'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0399 ***********************************************************************
 DA0399  DESIGNATION -  M 342
 DA0399  PID         -  DA0399
 DA0399  STATE/COUNTY-  AZ/PIMA
 DA0399  USGS QUAD   -  BATES WELL (1990)
 DA0399
 DA0399                         *CURRENT SURVEY CONTROL
 DA0399  ___________________________________________________________________
 DA0399* NAD 83(1986)-  32 10 13.     (N)    112 58 54.     (W)     SCALED    
 DA0399* NAVD 88     -       398.86   (+/-2cm)    1308.6    (feet)  VERTCON   
 DA0399  ___________________________________________________________________
 DA0399  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DA0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0399
 DA0399.The horizontal coordinates were scaled from a topographic map and have
 DA0399.an estimated accuracy of +/- 6 seconds.
 DA0399
 DA0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0399.The vertical order pertains to the NGVD 29 superseded value.
 DA0399
 DA0399.The geoid height was determined by GEOID03.
 DA0399
 DA0399;                    North         East    Units  Estimated Accuracy
 DA0399;SPC AZ C     -   130,240.      112,920.      MT  (+/- 180 meters Scaled)
 DA0399
 DA0399                          SUPERSEDED SURVEY CONTROL
 DA0399
 DA0399  NGVD 29 (??/??/92)  398.163  (m)         1306.31   (f) ADJ UNCH    2 0
 DA0399
 DA0399.Superseded values are not recommended for survey control.
 DA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0399.See file dsdata.txt to determine how the superseded data were derived.
 DA0399
 DA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA131610(NAD 83)
 DA0399_MARKER: DB = BENCH MARK DISK
 DA0399_SETTING: 66 = SET IN ROCK OUTCROP
 DA0399_SP_SET: ROCK OUTCROP
 DA0399_STAMPING: M 342 1961
 DA0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0399+STABILITY: POSITION/ELEVATION WELL
 DA0399
 DA0399  HISTORY     - Date     Condition        Report By
 DA0399  HISTORY     - 1961     MONUMENTED       CGS
 DA0399  HISTORY     - 1962     GOOD             NGS
 DA0399
 DA0399                          STATION DESCRIPTION
 DA0399
 DA0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0399'21.4 MI SW FROM AJO.
 DA0399'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0399'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0399'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0399'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0399'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 1.85 MILES WEST ALONG
 DA0399'A TRAIL ROAD, 2.3 MILES GENERAL EASTERLY DIRECTION OF A 4X4-INCH WHITE
 DA0399'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 49, 1.0
 DA0399'MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0399'FEET AND IS NUMBERED 50, 0.45 MILE WEST OF AN ABANDONED MINE, 123 FEET
 DA0399'NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 1 1/2 FEET SOUTH OF A ROCK
 DA0399'CAIRN, ABOUT 20 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, SET FLUSH IN
 DA0399'THE TOP OF A ROCK OUTCROP ON THE SOUTH SLOPE OF A ROCKY KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0054 ***********************************************************************
 FQ0054  DESIGNATION -  M 342
 FQ0054  PID         -  FQ0054
 FQ0054  STATE/COUNTY-  AZ/COCONINO
 FQ0054  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0054
 FQ0054                         *CURRENT SURVEY CONTROL
 FQ0054  ___________________________________________________________________
 FQ0054* NAD 83(1986)-  35 06 02.     (N)    110 58 32.     (W)     SCALED    
 FQ0054* NAVD 88     -      1565.084  (meters)    5134.78   (feet)  ADJUSTED  
 FQ0054  ___________________________________________________________________
 FQ0054  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 FQ0054  DYNAMIC HT  -        1562.991 (meters)    5127.91  (feet)  COMP
 FQ0054  MODELED GRAV-     979,241.9   (mgal)                       NAVD 88
 FQ0054
 FQ0054  VERT ORDER  -  FIRST     CLASS II
 FQ0054
 FQ0054.The horizontal coordinates were scaled from a topographic map and have
 FQ0054.an estimated accuracy of +/- 6 seconds.
 FQ0054
 FQ0054.The orthometric height was determined by differential leveling
 FQ0054.and adjusted in June 1991.
 FQ0054
 FQ0054.The geoid height was determined by GEOID03.
 FQ0054
 FQ0054.The dynamic height is computed by dividing the NAVD 88
 FQ0054.geopotential number by the normal gravity value computed on the
 FQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0054.degrees latitude (g = 980.6199 gals.).
 FQ0054
 FQ0054.The modeled gravity was interpolated from observed gravity values.
 FQ0054
 FQ0054;                    North         East    Units  Estimated Accuracy
 FQ0054;SPC AZ C     -   455,130.      299,160.      MT  (+/- 180 meters Scaled)
 FQ0054
 FQ0054                          SUPERSEDED SURVEY CONTROL
 FQ0054
 FQ0054  NGVD 29 (??/??/92) 1564.260  (m)         5132.08   (f) ADJ UNCH    1 2
 FQ0054
 FQ0054.Superseded values are not recommended for survey control.
 FQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0054.See file dsdata.txt to determine how the superseded data were derived.
 FQ0054
 FQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD022841(NAD 83)
 FQ0054_MARKER: DB = BENCH MARK DISK
 FQ0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0054_SP_SET: ABUTMENT
 FQ0054_STAMPING: M 342 1958
 FQ0054_MARK LOGO: CGS   
 FQ0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0054
 FQ0054  HISTORY     - Date     Condition        Report By
 FQ0054  HISTORY     - 1958     MONUMENTED       CGS
 FQ0054  HISTORY     - 1983     GOOD             NGS
 FQ0054
 FQ0054                          STATION DESCRIPTION
 FQ0054
 FQ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0054'17 MI W FROM WINSLOW.
 FQ0054'17.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0054'0.1 MILE NORTHWEST OF SUNSHINE OVERPASS, 6 FEET SOUTH OF THE SOUTH
 FQ0054'RAIL OF THE TRACK, CEMENTED IN A DRILL HOLE IN THE WEST ABUTMENT OF A
 FQ0054'RAILROAD BRIDGE, IN THE SOUTHWEST END OF THE ABUTMENT.
 FQ0054
 FQ0054                          STATION RECOVERY (1983)
 FQ0054
 FQ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0054'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  27.0 KM (16.75
 FQ0054'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0054'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) EAST OF MILEPOST 237, IN THE
 FQ0054'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A SANTA FE
 FQ0054'RAILROAD BRIDGE, 56.7 METERS (186.0 FT) NORTHWEST OF THE CENTERLINE OF
 FQ0054'THE WEST BOUND LANES OF THE HIGHWAY, 1.9 METERS (6.2 FT) SOUTHWEST OF
 FQ0054'THE NEAR RAIL AND 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF
 FQ0054'THE ABUTMENT.
 FQ0054'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0129 ***********************************************************************
 DV0129  DESIGNATION -  M 343
 DV0129  PID         -  DV0129
 DV0129  STATE/COUNTY-  AZ/MARICOPA
 DV0129  USGS QUAD   -  UNION HILLS (1981)
 DV0129
 DV0129                         *CURRENT SURVEY CONTROL
 DV0129  ___________________________________________________________________
 DV0129* NAD 83(2007)-  33 44 33.62132(N)    112 07 27.23334(W)     ADJUSTED  
 DV0129* NAVD 88     -       460.92   (+/-2cm)    1512.2    (feet)  VERTCON   
 DV0129  ___________________________________________________________________
 DV0129  EPOCH DATE  -        2007.00
 DV0129  X           -  -1,999,652.435 (meters)                     COMP
 DV0129  Y           -  -4,918,581.585 (meters)                     COMP
 DV0129  Z           -   3,522,987.473 (meters)                     COMP
 DV0129  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 DV0129  ELLIP HEIGHT-         431.537 (meters)          (02/10/07) ADJUSTED
 DV0129  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DV0129
 DV0129  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0129  Type    PID    Designation                      North   East  Ellip
 DV0129  -------------------------------------------------------------------
 DV0129  NETWORK DV0129 M 343                             0.65   0.53   1.14
 DV0129  -------------------------------------------------------------------
 DV0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0129
 DV0129.The horizontal coordinates were established by GPS observations
 DV0129.and adjusted by the National Geodetic Survey in February 2007.
 DV0129
 DV0129.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0129.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0129.The horizontal coordinates are valid at the epoch date displayed above.
 DV0129.The epoch date for horizontal control is a decimal equivalence
 DV0129.of Year/Month/Day.
 DV0129
 DV0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0129.The vertical order pertains to the NGVD 29 superseded value.
 DV0129
 DV0129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0129
 DV0129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0129
 DV0129.The ellipsoidal height was determined by GPS observations
 DV0129.and is referenced to NAD 83.
 DV0129
 DV0129.The geoid height was determined by GEOID03.
 DV0129
 DV0129;                    North         East     Units Scale Factor Converg.
 DV0129;SPC AZ C     -   304,133.281   194,128.447   MT  0.99990456   -0 06 55.1
 DV0129;SPC AZ C     -   997,812.60    636,904.35   iFT  0.99990456   -0 06 55.1
 DV0129;UTM  12      - 3,734,192.152   395,865.070   MT  0.99973368   -0 37 28.3
 DV0129
 DV0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0129!SPC AZ C     -   0.99993226  x   0.99990456  =   0.99983682
 DV0129!UTM  12      -   0.99993226  x   0.99973368  =   0.99966596
 DV0129
 DV0129                          SUPERSEDED SURVEY CONTROL
 DV0129
 DV0129  ELLIP H (06/11/02)  431.552  (m)                       GP(       ) 3 2
 DV0129  NAD 83(1992)-  33 44 33.62100(N)    112 07 27.23336(W) AD(       ) 1
 DV0129  NGVD 29 (??/??/92)  460.331  (m)         1510.27   (f) ADJ UNCH    2 0
 DV0129
 DV0129.Superseded values are not recommended for survey control.
 DV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0129.See file dsdata.txt to determine how the superseded data were derived.
 DV0129
 DV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9586534192(NAD 83)
 DV0129_MARKER: DB = BENCH MARK DISK
 DV0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0129_SP_SET: MONUMENT
 DV0129_STAMPING: M 343 1959
 DV0129_MARK LOGO: CGS   
 DV0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0129+STABILITY: SURFACE MOTION
 DV0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0129+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1997
 DV0129
 DV0129  HISTORY     - Date     Condition        Report By
 DV0129  HISTORY     - 1959     MONUMENTED       CGS
 DV0129  HISTORY     - 1970     GOOD             NGS
 DV0129  HISTORY     - 19970124 GOOD             ATEAM
 DV0129  HISTORY     - 20080506 MARK NOT FOUND   GEOCAC
 DV0129
 DV0129                          STATION DESCRIPTION
 DV0129
 DV0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0129'11.4 MI S FROM NEW RIVER.
 DV0129'11.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0129'RIVER OR 0.1 MILE NORTH OF MILE POST 220.  33 1/2 FEET WEST OF THE
 DV0129'CENTER LINE OF THE WEST FRONTAGE ROAD, 3 FEET NORTHEAST OF THE WITNESS
 DV0129'POST AND 2 FEET EAST OF THE RIGHT OF WAY FENCE LINE.  THE MARK IS SET
 DV0129'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 DV0129'INCHES.
 DV0129
 DV0129                          STATION RECOVERY (1997)
 DV0129
 DV0129'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV0129'RECOVERED AS DESCRIBED BY NGS OF 1970.
 DV0129
 DV0129                          STATION RECOVERY (2008)
 DV0129
 DV0129'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0129'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0129'MARK. THE DESCRIBED LOCATION IS NOW A LANDSCAPED AREA IN A RESIDENTIAL
 DV0129'DEVELOPMENT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0902 ***********************************************************************
 DA0902  DESIGNATION -  M 344
 DA0902  PID         -  DA0902
 DA0902  STATE/COUNTY-  AZ/YUMA
 DA0902  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0902
 DA0902                         *CURRENT SURVEY CONTROL
 DA0902  ___________________________________________________________________
 DA0902* NAD 83(1986)-  32 05 56.     (N)    113 20 04.     (W)     SCALED    
 DA0902* NAVD 88     -       247.11   (+/-2cm)     810.7    (feet)  VERTCON   
 DA0902  ___________________________________________________________________
 DA0902  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DA0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0902
 DA0902.The horizontal coordinates were scaled from a topographic map and have
 DA0902.an estimated accuracy of +/- 6 seconds.
 DA0902
 DA0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0902.The vertical order pertains to the NGVD 29 superseded value.
 DA0902
 DA0902.The geoid height was determined by GEOID03.
 DA0902
 DA0902;                    North         East    Units  Estimated Accuracy
 DA0902;SPC AZ W     -   121,910.      252,580.      MT  (+/- 180 meters Scaled)
 DA0902
 DA0902                          SUPERSEDED SURVEY CONTROL
 DA0902
 DA0902  NGVD 29 (??/??/92)  246.433  (m)          808.51   (f) ADJ UNCH    2 0
 DA0902
 DA0902.Superseded values are not recommended for survey control.
 DA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0902.See file dsdata.txt to determine how the superseded data were derived.
 DA0902
 DA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA797537(NAD 83)
 DA0902_MARKER: DB = BENCH MARK DISK
 DA0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0902_STAMPING: M 344 1961
 DA0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0902+STABILITY: SURFACE MOTION
 DA0902
 DA0902  HISTORY     - Date     Condition        Report By
 DA0902  HISTORY     - 1961     MONUMENTED       CGS
 DA0902  HISTORY     - 1962     GOOD             NGS
 DA0902
 DA0902                          STATION DESCRIPTION
 DA0902
 DA0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0902'3.1 MI SW FROM PAPAGO WELL.
 DA0902'ABOUT 3.1 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0902'TANK AT PAPAGO WELL, 0.5 MILE WEST-SOUTHWEST OF A 4X4-INCH WHITE
 DA0902'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 31, ABOUT
 DA0902'0.15 MILE SOUTHEAST OF A WASH WITH MESQUITE TREES ALONG THE WASH, 16
 DA0902'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET
 DA0902'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DA0902'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0583 ***********************************************************************
 ES0583  DESIGNATION -  M 344
 ES0583  PID         -  ES0583
 ES0583  STATE/COUNTY-  AZ/YAVAPAI
 ES0583  USGS QUAD   -  CAMP VERDE (1969)
 ES0583
 ES0583                         *CURRENT SURVEY CONTROL
 ES0583  ___________________________________________________________________
 ES0583* NAD 83(1986)-  34 36 04.     (N)    111 52 20.     (W)     SCALED    
 ES0583* NAVD 88     -       966.672  (meters)    3171.49   (feet)  ADJUSTED  
 ES0583  ___________________________________________________________________
 ES0583  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 ES0583  DYNAMIC HT  -         965.456 (meters)    3167.50  (feet)  COMP
 ES0583  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 ES0583
 ES0583  VERT ORDER  -  SECOND    CLASS 0
 ES0583
 ES0583.The horizontal coordinates were scaled from a topographic map and have
 ES0583.an estimated accuracy of +/- 6 seconds.
 ES0583
 ES0583.The orthometric height was determined by differential leveling
 ES0583.and adjusted in June 1991.
 ES0583
 ES0583.The geoid height was determined by GEOID03.
 ES0583
 ES0583.The dynamic height is computed by dividing the NAVD 88
 ES0583.geopotential number by the normal gravity value computed on the
 ES0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0583.degrees latitude (g = 980.6199 gals.).
 ES0583
 ES0583.The modeled gravity was interpolated from observed gravity values.
 ES0583
 ES0583;                    North         East    Units  Estimated Accuracy
 ES0583;SPC AZ C     -   399,330.      217,440.      MT  (+/- 180 meters Scaled)
 ES0583
 ES0583                          SUPERSEDED SURVEY CONTROL
 ES0583
 ES0583  NGVD 29 (??/??/92)  965.950  (m)         3169.12   (f) ADJ UNCH    2 0
 ES0583
 ES0583.Superseded values are not recommended for survey control.
 ES0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0583.See file dsdata.txt to determine how the superseded data were derived.
 ES0583
 ES0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD200291(NAD 83)
 ES0583_MARKER: DB = BENCH MARK DISK
 ES0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0583_STAMPING: M 344 1959
 ES0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0583+STABILITY: SURFACE MOTION
 ES0583
 ES0583  HISTORY     - Date     Condition        Report By
 ES0583  HISTORY     - 1959     MONUMENTED       CGS
 ES0583  HISTORY     - 19980228 GOOD             USPSQD
 ES0583
 ES0583                          STATION DESCRIPTION
 ES0583
 ES0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0583'4.0 MI NW FROM CAMP VERDE.
 ES0583'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0583'POST OFFICE IN CAMP VERDE, THENCE 1.8 MILES NORTH ALONG STATE HIGHWAY
 ES0583'79, 1.0 MILE NORTH OF VERDE RIVER, 75.5 FEET WEST OF MILEPOST 289, 1
 ES0583'FOOT EAST OF THE FENCE, 3 FEET NORTH OF THE WITNESS POST, SET IN THE
 ES0583'TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 ES0583
 ES0583                          STATION RECOVERY (1998)
 ES0583
 ES0583'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0877 ***********************************************************************
 DA0877  DESIGNATION -  M 345
 DA0877  PID         -  DA0877
 DA0877  STATE/COUNTY-  AZ/PIMA
 DA0877  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0877
 DA0877                         *CURRENT SURVEY CONTROL
 DA0877  ___________________________________________________________________
 DA0877* NAD 83(1986)-  32 16 20.     (N)    113 10 45.     (W)     SCALED    
 DA0877* NAVD 88     -       267.56   (+/-2cm)     877.8    (feet)  VERTCON   
 DA0877  ___________________________________________________________________
 DA0877  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DA0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0877
 DA0877.The horizontal coordinates were scaled from a topographic map and have
 DA0877.an estimated accuracy of +/- 6 seconds.
 DA0877
 DA0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0877.The vertical order pertains to the NGVD 29 superseded value.
 DA0877
 DA0877.The geoid height was determined by GEOID03.
 DA0877
 DA0877;                    North         East    Units  Estimated Accuracy
 DA0877;SPC AZ C     -   141,750.       94,420.      MT  (+/- 180 meters Scaled)
 DA0877
 DA0877                          SUPERSEDED SURVEY CONTROL
 DA0877
 DA0877  NGVD 29 (??/??/92)  266.891  (m)          875.62   (f) ADJ UNCH    2 0
 DA0877
 DA0877.Superseded values are not recommended for survey control.
 DA0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0877.See file dsdata.txt to determine how the superseded data were derived.
 DA0877
 DA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA947726(NAD 83)
 DA0877_MARKER: DB = BENCH MARK DISK
 DA0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0877_SP_SET: 24 FT.
 DA0877_STAMPING: M 345 1961
 DA0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0877
 DA0877  HISTORY     - Date     Condition        Report By
 DA0877  HISTORY     - 1961     MONUMENTED       CGS
 DA0877  HISTORY     - 1962     GOOD             NGS
 DA0877
 DA0877                          STATION DESCRIPTION
 DA0877
 DA0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0877'37.25 MI SW FROM AJO.
 DA0877'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0877'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0877'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0877'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0877'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0877'ALONG A TRAIL ROAD.  THENCE 13.6 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0877'0.35 MILE SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0877'PROJECTS 16 FEET AND IS NUMBERED 46, 8.1 MILES NORTHWEST OF A BOUNDARY
 DA0877'FENCE CORNER OF THE CABEZA PRIETA GAME RANGE, 46 FEET SOUTH OF THE
 DA0877'CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DA0877'LEVEL WITH THE ROAD, CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED
 DA0877'ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE
 DA0877'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0529 ***********************************************************************
 ES0529  DESIGNATION -  M 345
 ES0529  PID         -  ES0529
 ES0529  STATE/COUNTY-  AZ/COCONINO
 ES0529  USGS QUAD   -  MUNDS PARK (1974)
 ES0529
 ES0529                         *CURRENT SURVEY CONTROL
 ES0529  ___________________________________________________________________
 ES0529* NAD 83(1986)-  34 54 44.     (N)    111 38 27.     (W)     SCALED    
 ES0529* NAVD 88     -      1977.702  (meters)    6488.51   (feet)  ADJUSTED  
 ES0529  ___________________________________________________________________
 ES0529  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 ES0529  DYNAMIC HT  -        1974.933 (meters)    6479.43  (feet)  COMP
 ES0529  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 ES0529
 ES0529  VERT ORDER  -  SECOND    CLASS 0
 ES0529
 ES0529.The horizontal coordinates were scaled from a topographic map and have
 ES0529.an estimated accuracy of +/- 6 seconds.
 ES0529
 ES0529.The orthometric height was determined by differential leveling
 ES0529.and adjusted in June 1991.
 ES0529
 ES0529.The geoid height was determined by GEOID03.
 ES0529
 ES0529.The dynamic height is computed by dividing the NAVD 88
 ES0529.geopotential number by the normal gravity value computed on the
 ES0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0529.degrees latitude (g = 980.6199 gals.).
 ES0529
 ES0529.The modeled gravity was interpolated from observed gravity values.
 ES0529
 ES0529;                    North         East    Units  Estimated Accuracy
 ES0529;SPC AZ C     -   433,870.      238,570.      MT  (+/- 180 meters Scaled)
 ES0529
 ES0529                          SUPERSEDED SURVEY CONTROL
 ES0529
 ES0529  NGVD 29 (??/??/92) 1976.756  (m)         6485.41   (f) ADJ UNCH    2 0
 ES0529
 ES0529.Superseded values are not recommended for survey control.
 ES0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0529.See file dsdata.txt to determine how the superseded data were derived.
 ES0529
 ES0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD414634(NAD 83)
 ES0529_MARKER: DB = BENCH MARK DISK
 ES0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0529_SP_SET: ABUTMENT
 ES0529_STAMPING: M 345 1959
 ES0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0529
 ES0529  HISTORY     - Date     Condition        Report By
 ES0529  HISTORY     - 1959     MONUMENTED       CGS
 ES0529
 ES0529                          STATION DESCRIPTION
 ES0529
 ES0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0529'20.3 MI S FROM FLAGSTAFF.
 ES0529'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0529'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0529'THENCE 19.8 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 2.5 MILES
 ES0529'SOUTH OF THE GOLF COURSE, 22 FEET EAST OF THE NORTH-BOUND LANE, 2 FEET
 ES0529'EAST OF THE GUARDRAIL, CEMENTED IN THE NORTHEAST ABUTMENT OF A LARGE
 ES0529'CONCRETE BRIDGE THAT IS AN OVERPASS FOR A ROAD LEADING TO A RANCH
 ES0529'HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0961 ***********************************************************************
 DA0961  DESIGNATION -  M 346
 DA0961  PID         -  DA0961
 DA0961  STATE/COUNTY-  AZ/YUMA
 DA0961  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0961
 DA0961                         *CURRENT SURVEY CONTROL
 DA0961  ___________________________________________________________________
 DA0961* NAD 83(1986)-  32 14 50.     (N)    113 51 11.     (W)     SCALED    
 DA0961* NAVD 88     -       377.96   (+/-2cm)    1240.0    (feet)  VERTCON   
 DA0961  ___________________________________________________________________
 DA0961  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DA0961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0961
 DA0961.The horizontal coordinates were scaled from a topographic map and have
 DA0961.an estimated accuracy of +/- 6 seconds.
 DA0961
 DA0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0961.The vertical order pertains to the NGVD 29 superseded value.
 DA0961
 DA0961.The geoid height was determined by GEOID03.
 DA0961
 DA0961;                    North         East    Units  Estimated Accuracy
 DA0961;SPC AZ W     -   138,290.      203,650.      MT  (+/- 180 meters Scaled)
 DA0961
 DA0961                          SUPERSEDED SURVEY CONTROL
 DA0961
 DA0961  NGVD 29 (??/??/92)  377.263  (m)         1237.74   (f) ADJ UNCH    2 0
 DA0961
 DA0961.Superseded values are not recommended for survey control.
 DA0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0961.See file dsdata.txt to determine how the superseded data were derived.
 DA0961
 DA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA311714(NAD 83)
 DA0961_MARKER: DB = BENCH MARK DISK
 DA0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0961_STAMPING: M 346 1961
 DA0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0961+STABILITY: SURFACE MOTION
 DA0961
 DA0961  HISTORY     - Date     Condition        Report By
 DA0961  HISTORY     - 1961     MONUMENTED       CGS
 DA0961  HISTORY     - 1962     GOOD             NGS
 DA0961
 DA0961                          STATION DESCRIPTION
 DA0961
 DA0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0961'7.0 MI W FROM TULE WELL.
 DA0961'ABOUT 7.0 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0961'COMMISSION SHELTER AT TULE WELL, 0.5 MILE WEST OF A 4X4-INCH WHITE
 DA0961'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 17, 85
 DA0961'YARDS NORTH OF THE BASE OF A PROMINENT HILL, 26 FEET SOUTH OF THE
 DA0961'CENTER LINE OF THE TRAIL ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 DA0961'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0961'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0088 ***********************************************************************
 ES0088  DESIGNATION -  M 346
 ES0088  PID         -  ES0088
 ES0088  STATE/COUNTY-  AZ/NAVAJO
 ES0088  USGS QUAD   -  SUN VALLEY (1986)
 ES0088
 ES0088                         *CURRENT SURVEY CONTROL
 ES0088  ___________________________________________________________________
 ES0088* NAD 83(1986)-  34 58 08.     (N)    110 05 44.     (W)     SCALED    
 ES0088* NAVD 88     -      1623.386  (meters)    5326.06   (feet)  ADJUSTED  
 ES0088  ___________________________________________________________________
 ES0088  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ES0088  DYNAMIC HT  -        1621.151 (meters)    5318.73  (feet)  COMP
 ES0088  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 ES0088
 ES0088  VERT ORDER  -  FIRST     CLASS II
 ES0088
 ES0088.The horizontal coordinates were scaled from a topographic map and have
 ES0088.an estimated accuracy of +/- 6 seconds.
 ES0088
 ES0088.The orthometric height was determined by differential leveling
 ES0088.and adjusted in June 1991.
 ES0088
 ES0088.The geoid height was determined by GEOID03.
 ES0088
 ES0088.The dynamic height is computed by dividing the NAVD 88
 ES0088.geopotential number by the normal gravity value computed on the
 ES0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0088.degrees latitude (g = 980.6199 gals.).
 ES0088
 ES0088.The modeled gravity was interpolated from observed gravity values.
 ES0088
 ES0088;                    North         East    Units  Estimated Accuracy
 ES0088;SPC AZ E     -   440,130.      219,850.      MT  (+/- 180 meters Scaled)
 ES0088
 ES0088                          SUPERSEDED SURVEY CONTROL
 ES0088
 ES0088  NGVD 29 (??/??/92) 1622.531  (m)         5323.25   (f) ADJ UNCH    1 2
 ES0088
 ES0088.Superseded values are not recommended for survey control.
 ES0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0088.See file dsdata.txt to determine how the superseded data were derived.
 ES0088
 ES0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD825699(NAD 83)
 ES0088_MARKER: DB = BENCH MARK DISK
 ES0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0088_STAMPING: M 346 1959
 ES0088_MARK LOGO: CGS   
 ES0088_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0088+STABILITY: SURFACE MOTION
 ES0088
 ES0088  HISTORY     - Date     Condition        Report By
 ES0088  HISTORY     - 1959     MONUMENTED       CGS
 ES0088  HISTORY     - 1983     GOOD             NGS
 ES0088
 ES0088                          STATION DESCRIPTION
 ES0088
 ES0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0088'6.0 MI NE FROM HOLBROOK.
 ES0088'6.3 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0088'HOLBROOK, NAVAJO COUNTY, 0.5 MILE EAST OF MILEPOST 312, SET ON A SMALL
 ES0088'CUT BANK ABOUT 6 FEET HIGHER THAN THE HIGHWAY, 99 FEET NORTH OF THE
 ES0088'WESTBOUND TRAFFIC LANE, 18 INCHES SOUTH OF THE FENCE, 1 FOOT EAST OF A
 ES0088'WITNESS POST, AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 ES0088'THAT PROJECTS 4 INCHES.
 ES0088
 ES0088                          STATION RECOVERY (1983)
 ES0088
 ES0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0088'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.7 KM (5.4 MI)
 ES0088'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0088'NAVAJO BOULEVARD IN HOLBROOK, 0.9 KM (0.55 MI) SOUTHWEST OF THE
 ES0088'INTERSECTION OF STATE HIGHWAY 77, ON TOP OF A SMALL HIGHWAY CUT, 30.5
 ES0088'METERS (100.1 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 ES0088'LANES OF THE HIGHWAY AND 13.8 METERS (45.3 FT) NORTHWEST OF A FENCE.
 ES0088'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0088'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0995 ***********************************************************************
 DA0995  DESIGNATION -  M 347
 DA0995  PID         -  DA0995
 DA0995  STATE/COUNTY-  AZ/YUMA
 DA0995  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0995
 DA0995                         *CURRENT SURVEY CONTROL
 DA0995  ___________________________________________________________________
 DA0995* NAD 83(1986)-  32 12 50.     (N)    113 44 23.     (W)     SCALED    
 DA0995* NAVD 88     -       362.76   (+/-2cm)    1190.2    (feet)  VERTCON   
 DA0995  ___________________________________________________________________
 DA0995  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0995
 DA0995.The horizontal coordinates were scaled from a topographic map and have
 DA0995.an estimated accuracy of +/- 6 seconds.
 DA0995
 DA0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0995.The vertical order pertains to the NGVD 29 superseded value.
 DA0995
 DA0995.The geoid height was determined by GEOID03.
 DA0995
 DA0995;                    North         East    Units  Estimated Accuracy
 DA0995;SPC AZ W     -   134,590.      214,330.      MT  (+/- 180 meters Scaled)
 DA0995
 DA0995                          SUPERSEDED SURVEY CONTROL
 DA0995
 DA0995  NGVD 29 (??/??/92)  362.067  (m)         1187.88   (f) ADJ UNCH    2 0
 DA0995
 DA0995.Superseded values are not recommended for survey control.
 DA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0995.See file dsdata.txt to determine how the superseded data were derived.
 DA0995
 DA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA417674(NAD 83)
 DA0995_MARKER: DB = BENCH MARK DISK
 DA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0995_STAMPING: M 347 1961
 DA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0995+STABILITY: SURFACE MOTION
 DA0995
 DA0995  HISTORY     - Date     Condition        Report By
 DA0995  HISTORY     - 1961     MONUMENTED       CGS
 DA0995  HISTORY     - 1961     GOOD             NGS
 DA0995  HISTORY     - 1962     GOOD             NGS
 DA0995
 DA0995                          STATION DESCRIPTION
 DA0995
 DA0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0995'RECOVERED IN GOOD CONDITION.
 DA0995
 DA0995                          STATION RECOVERY (1962)
 DA0995
 DA0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA0995'1.05 MI SE FROM TULE WELL.
 DA0995'ABOUT 1.05 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0995'COMMISSION SHELTER AT TULE WELL, ON THE CREST OF A SMALL HILL, 1.05
 DA0995'MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0995'PROJECTS 16 FEET AND IS NUMBERED 28, 29 FEET SOUTHWEST OF THE CENTER
 DA0995'LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 DA0995'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA0995'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0236 ***********************************************************************
 FP0236  DESIGNATION -  M 347
 FP0236  PID         -  FP0236
 FP0236  STATE/COUNTY-  AZ/APACHE
 FP0236  USGS QUAD   -  HOUCK (1971)
 FP0236
 FP0236                         *CURRENT SURVEY CONTROL
 FP0236  ___________________________________________________________________
 FP0236* NAD 83(1986)-  35 17 26.     (N)    109 09 05.     (W)     SCALED    
 FP0236* NAVD 88     -      1852.781  (meters)    6078.67   (feet)  ADJUSTED  
 FP0236  ___________________________________________________________________
 FP0236  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 FP0236  DYNAMIC HT  -        1850.174 (meters)    6070.11  (feet)  COMP
 FP0236  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 FP0236
 FP0236  VERT ORDER  -  SECOND    CLASS 0
 FP0236
 FP0236.The horizontal coordinates were scaled from a topographic map and have
 FP0236.an estimated accuracy of +/- 6 seconds.
 FP0236
 FP0236.The orthometric height was determined by differential leveling
 FP0236.and adjusted in June 1991.
 FP0236
 FP0236.The geoid height was determined by GEOID03.
 FP0236
 FP0236.The dynamic height is computed by dividing the NAVD 88
 FP0236.geopotential number by the normal gravity value computed on the
 FP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0236.degrees latitude (g = 980.6199 gals.).
 FP0236
 FP0236.The modeled gravity was interpolated from observed gravity values.
 FP0236
 FP0236;                    North         East    Units  Estimated Accuracy
 FP0236;SPC AZ E     -   476,280.      305,710.      MT  (+/- 180 meters Scaled)
 FP0236
 FP0236                          SUPERSEDED SURVEY CONTROL
 FP0236
 FP0236  NGVD 29 (??/??/92) 1851.799  (m)         6075.44   (f) ADJ UNCH    2 0
 FP0236
 FP0236.Superseded values are not recommended for survey control.
 FP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0236.See file dsdata.txt to determine how the superseded data were derived.
 FP0236
 FP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE681068(NAD 83)
 FP0236_MARKER: DB = BENCH MARK DISK
 FP0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0236_STAMPING: M 347 1959
 FP0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0236+STABILITY: SURFACE MOTION
 FP0236
 FP0236  HISTORY     - Date     Condition        Report By
 FP0236  HISTORY     - 1959     MONUMENTED       CGS
 FP0236  HISTORY     - 1971     MARK NOT FOUND   USGS
 FP0236  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0236
 FP0236                          STATION DESCRIPTION
 FP0236
 FP0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0236'12.2 MI E FROM SANDERS.
 FP0236'12.2 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0236'SANDERS, 3.6 MILES EAST OF HOUCK, 72 FET SOUTH OF THE CENTER OF THE
 FP0236'EAST BOUND TRAFFIC LANE, 15 FEET WEST OF THE WITNESS POST, SET IN THE
 FP0236'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES, ABOUT 6
 FP0236'FEET LOWER THAN THE HIGHWAY.  NOTE-- US HIGHWAY 66 HAS BEEN REALIGNED.
 FP0236
 FP0236                          STATION RECOVERY (1971)
 FP0236
 FP0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FP0236'MARK NOT FOUND.
 FP0236
 FP0236                          STATION RECOVERY (1983)
 FP0236
 FP0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0009 ***********************************************************************
 DB0009  DESIGNATION -  M 348
 DB0009  PID         -  DB0009
 DB0009  STATE/COUNTY-  AZ/YUMA
 DB0009  USGS QUAD   -  CIPRIANO PASS (1990)
 DB0009
 DB0009                         *CURRENT SURVEY CONTROL
 DB0009  ___________________________________________________________________
 DB0009* NAD 83(1986)-  32 22 42.     (N)    114 10 13.     (W)     SCALED    
 DB0009* NAVD 88     -       266.53   (+/-2cm)     874.4    (feet)  VERTCON   
 DB0009  ___________________________________________________________________
 DB0009  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DB0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0009
 DB0009.The horizontal coordinates were scaled from a topographic map and have
 DB0009.an estimated accuracy of +/- 6 seconds.
 DB0009
 DB0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0009.The vertical order pertains to the NGVD 29 superseded value.
 DB0009
 DB0009.The geoid height was determined by GEOID03.
 DB0009
 DB0009;                    North         East    Units  Estimated Accuracy
 DB0009;SPC AZ W     -   152,900.      173,810.      MT  (+/- 180 meters Scaled)
 DB0009
 DB0009                          SUPERSEDED SURVEY CONTROL
 DB0009
 DB0009  NGVD 29 (??/??/??)  265.841  (m)          872.18   (f) ADJUSTED    2 0
 DB0009
 DB0009.Superseded values are not recommended for survey control.
 DB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0009.See file dsdata.txt to determine how the superseded data were derived.
 DB0009
 DB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR662858(NAD 83)
 DB0009_MARKER: DB = BENCH MARK DISK
 DB0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0009_STAMPING: M 348 1962
 DB0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0009+STABILITY: SURFACE MOTION
 DB0009
 DB0009  HISTORY     - Date     Condition        Report By
 DB0009  HISTORY     - 1962     MONUMENTED       CGS
 DB0009
 DB0009                          STATION DESCRIPTION
 DB0009
 DB0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0009'34.6 MI SSW FROM LIGURTA.
 DB0009'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0009'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0009'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0009'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0009'A WASH, THENCE 15.55 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 2.85
 DB0009'MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0009'PROJECTS 16 FEET AND IS NUMBER 12, 2.5 MILES NORTHWEST OF A
 DB0009'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DB0009'IS NUMBER 13, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DB0009'2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DB0009'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DB0009'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0127 ***********************************************************************
 DA0127  DESIGNATION -  M 349
 DA0127  PID         -  DA0127
 DA0127  STATE/COUNTY-  AZ/MARICOPA
 DA0127  USGS QUAD   -  ESTRELLA (1979)
 DA0127
 DA0127                         *CURRENT SURVEY CONTROL
 DA0127  ___________________________________________________________________
 DA0127* NAD 83(1986)-  32 52 54.     (N)    112 27 31.     (W)     SCALED    
 DA0127* NAVD 88     -       463.72   (+/-2cm)    1521.4    (feet)  VERTCON   
 DA0127  ___________________________________________________________________
 DA0127  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DA0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0127
 DA0127.The horizontal coordinates were scaled from a topographic map and have
 DA0127.an estimated accuracy of +/- 6 seconds.
 DA0127
 DA0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0127.The vertical order pertains to the NGVD 29 superseded value.
 DA0127
 DA0127.The geoid height was determined by GEOID03.
 DA0127
 DA0127;                    North         East    Units  Estimated Accuracy
 DA0127;SPC AZ C     -   208,760.      162,650.      MT  (+/- 180 meters Scaled)
 DA0127
 DA0127                          SUPERSEDED SURVEY CONTROL
 DA0127
 DA0127  NGVD 29 (??/??/92)  463.064  (m)         1519.24   (f) ADJ UNCH    2 0
 DA0127
 DA0127.Superseded values are not recommended for survey control.
 DA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0127.See file dsdata.txt to determine how the superseded data were derived.
 DA0127
 DA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB635391(NAD 83)
 DA0127_MARKER: DB = BENCH MARK DISK
 DA0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0127_STAMPING: M 349 1960
 DA0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0127+STABILITY: SURFACE MOTION
 DA0127
 DA0127  HISTORY     - Date     Condition        Report By
 DA0127  HISTORY     - 1960     MONUMENTED       CGS
 DA0127  HISTORY     - 1971     GOOD             NGS
 DA0127
 DA0127                          STATION DESCRIPTION
 DA0127
 DA0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0127'15.6 MI E FROM GILA BEND.
 DA0127'17.0 MILES EAST ALONG STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FROM
 DA0127'THE POST OFFICE IN GILA BEND, 95 FEET NORTH OF THE CENTER OF THE WEST
 DA0127'BOUND LANE, 4 FEET EAST OF AN ARIZONA HIGHWAY DEPARTMENT RIGHT-OF-WAY
 DA0127'MARKER, 2 FEET SOUTH OF A RIGHT-OF-WAY FENCE, 2 FEET WEST-NORTHWEST OF
 DA0127'A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF A 6-INCH ROUND
 DA0127'CONCRETE MONUMENT PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0937 ***********************************************************************
 DA0937  DESIGNATION -  M 349
 DA0937  PID         -  DA0937
 DA0937  STATE/COUNTY-  AZ/YUMA
 DA0937  USGS QUAD   -  BUCK PEAK (1990)
 DA0937
 DA0937                         *CURRENT SURVEY CONTROL
 DA0937  ___________________________________________________________________
 DA0937* NAD 83(1986)-  32 25 06.     (N)    113 58 20.     (W)     SCALED    
 DA0937* NAVD 88     -       272.30   (+/-2cm)     893.4    (feet)  VERTCON   
 DA0937  ___________________________________________________________________
 DA0937  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DA0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0937
 DA0937.The horizontal coordinates were scaled from a topographic map and have
 DA0937.an estimated accuracy of +/- 6 seconds.
 DA0937
 DA0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0937.The vertical order pertains to the NGVD 29 superseded value.
 DA0937
 DA0937.The geoid height was determined by GEOID03.
 DA0937
 DA0937;                    North         East    Units  Estimated Accuracy
 DA0937;SPC AZ W     -   157,280.      192,460.      MT  (+/- 180 meters Scaled)
 DA0937
 DA0937                          SUPERSEDED SURVEY CONTROL
 DA0937
 DA0937  NGVD 29 (??/??/92)  271.606  (m)          891.09   (f) ADJ UNCH    2 0
 DA0937
 DA0937.Superseded values are not recommended for survey control.
 DA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0937.See file dsdata.txt to determine how the superseded data were derived.
 DA0937
 DA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA204906(NAD 83)
 DA0937_MARKER: DB = BENCH MARK DISK
 DA0937_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0937_SP_SET: 6 1/2 FT.
 DA0937_STAMPING: M 349 1961
 DA0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0937
 DA0937  HISTORY     - Date     Condition        Report By
 DA0937  HISTORY     - 1961     MONUMENTED       CGS
 DA0937  HISTORY     - 1962     GOOD             NGS
 DA0937
 DA0937                          STATION DESCRIPTION
 DA0937
 DA0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0937'22.85 MI NW FROM TULE WELL.
 DA0937'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0937'COMMISSION SHELTER AT TULE WELL.  THENCE 19.55 MILES NORTHWEST ALONG A
 DA0937'DIM TRAIL ROAD.  OR ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE
 DA0937'SOUTHERN PACIFIC RAILWAY STATION AT WELLTON.  THENCE 2.3 MILES SOUTH
 DA0937'ALONG A GRAVELED ROAD TO A LEVEE AND CANAL.  THENCE 0.2 MILE SOUTHEAST
 DA0937'AND ACROSS THE LEVEE TO A DUMP GROUND.  THENCE 1.0 MILE NORTHEAST
 DA0937'ALONG THE SOUTHEAST SIDE OF THE LEVEE.  THENCE 18.6 MILES SOUTHEAST
 DA0937'ALONG A DIM TRAIL ROAD, 0.3 MILE SOUTH SOUTHWEST OF A 4X4-INCH WHITE
 DA0937'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 5, 0.45
 DA0937'MILE SOUTHEAST OF A SANDY WASH, 27 FEET SOUTHWEST OF THE CENTER LINE
 DA0937'OF THE TRAIL ROAD, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 DA0937'FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND CLAMPED ON A COPPER COATED
 DA0937'ROD WHICH IS DRIVEN TO A DEPTH OF 6 1/2 FEET AND IS ENCASED IN A
 DA0937'6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0035 ***********************************************************************
 ES0035  DESIGNATION -  M 35
 ES0035  PID         -  ES0035
 ES0035  STATE/COUNTY-  AZ/NAVAJO
 ES0035  USGS QUAD   -  DRY LAKE NE (1971)
 ES0035
 ES0035                         *CURRENT SURVEY CONTROL
 ES0035  ___________________________________________________________________
 ES0035* NAD 83(1986)-  34 43 51.     (N)    110 16 57.     (W)     SCALED    
 ES0035* NAVD 88     -      1739.341  (meters)    5706.49   (feet)  ADJUSTED  
 ES0035  ___________________________________________________________________
 ES0035  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0035  DYNAMIC HT  -        1736.884 (meters)    5698.43  (feet)  COMP
 ES0035  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 ES0035
 ES0035  VERT ORDER  -  SECOND    CLASS 0
 ES0035
 ES0035.The horizontal coordinates were scaled from a topographic map and have
 ES0035.an estimated accuracy of +/- 6 seconds.
 ES0035
 ES0035.The orthometric height was determined by differential leveling
 ES0035.and adjusted in June 1991.
 ES0035
 ES0035.The geoid height was determined by GEOID03.
 ES0035
 ES0035.The dynamic height is computed by dividing the NAVD 88
 ES0035.geopotential number by the normal gravity value computed on the
 ES0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0035.degrees latitude (g = 980.6199 gals.).
 ES0035
 ES0035.The modeled gravity was interpolated from observed gravity values.
 ES0035
 ES0035;                    North         East    Units  Estimated Accuracy
 ES0035;SPC AZ E     -   413,720.      202,750.      MT  (+/- 180 meters Scaled)
 ES0035
 ES0035                          SUPERSEDED SURVEY CONTROL
 ES0035
 ES0035  NGVD 29 (??/??/92) 1738.469  (m)         5703.63   (f) ADJ UNCH    2 0
 ES0035
 ES0035.Superseded values are not recommended for survey control.
 ES0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0035.See file dsdata.txt to determine how the superseded data were derived.
 ES0035
 ES0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD656434(NAD 83)
 ES0035_MARKER: DD = SURVEY DISK
 ES0035_SETTING: 80 = SET IN A BOULDER
 ES0035_SP_SET: BOULDER
 ES0035_STAMPING: M-35 1934
 ES0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0035+STABILITY: SURFACE MOTION
 ES0035
 ES0035  HISTORY     - Date     Condition        Report By
 ES0035  HISTORY     - 1934     MONUMENTED       USGS
 ES0035  HISTORY     - 1934     GOOD             NGS
 ES0035
 ES0035                          STATION DESCRIPTION
 ES0035
 ES0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0035'15.0 MI SW FROM HOLBROOK.
 ES0035'15.0 MILES SOUTHWEST OF HOLBROOK DEPOT.  ON GLOBE TO HOLBROOK HIWAY.
 ES0035'25 FEET NORTH OF CENTER LINE OF HIWAY.  SET IN TOP OF BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0299 ***********************************************************************
 ER0299  DESIGNATION -  M 35
 ER0299  PID         -  ER0299
 ER0299  STATE/COUNTY-  AZ/APACHE
 ER0299  USGS QUAD   -  AGATE HOUSE (1982)
 ER0299
 ER0299                         *CURRENT SURVEY CONTROL
 ER0299  ___________________________________________________________________
 ER0299* NAD 83(1986)-  34 46 40.     (N)    109 49 38.     (W)     SCALED    
 ER0299* NAVD 88     -      1663.451  (meters)    5457.51   (feet)  ADJUSTED  
 ER0299  ___________________________________________________________________
 ER0299  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ER0299  DYNAMIC HT  -        1661.131 (meters)    5449.89  (feet)  COMP
 ER0299  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 ER0299
 ER0299  VERT ORDER  -  SECOND    CLASS 0
 ER0299
 ER0299.The horizontal coordinates were scaled from a topographic map and have
 ER0299.an estimated accuracy of +/- 6 seconds.
 ER0299
 ER0299.The orthometric height was determined by differential leveling
 ER0299.and adjusted in June 1991.
 ER0299
 ER0299.The geoid height was determined by GEOID03.
 ER0299
 ER0299.The dynamic height is computed by dividing the NAVD 88
 ER0299.geopotential number by the normal gravity value computed on the
 ER0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0299.degrees latitude (g = 980.6199 gals.).
 ER0299
 ER0299.The modeled gravity was interpolated from observed gravity values.
 ER0299
 ER0299;                    North         East    Units  Estimated Accuracy
 ER0299;SPC AZ E     -   418,980.      244,430.      MT  (+/- 180 meters Scaled)
 ER0299
 ER0299                          SUPERSEDED SURVEY CONTROL
 ER0299
 ER0299  NGVD 29 (??/??/92) 1662.607  (m)         5454.74   (f) ADJ UNCH    2 0
 ER0299
 ER0299.Superseded values are not recommended for survey control.
 ER0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0299.See file dsdata.txt to determine how the superseded data were derived.
 ER0299
 ER0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD073490(NAD 83)
 ER0299_MARKER: DB = BENCH MARK DISK
 ER0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0299_STAMPING: M 35 1934
 ER0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0299+STABILITY: SURFACE MOTION
 ER0299
 ER0299  HISTORY     - Date     Condition        Report By
 ER0299  HISTORY     - 1934     MONUMENTED       CGS
 ER0299  HISTORY     - 1955     GOOD             USGS
 ER0299  HISTORY     - 1976     GOOD             USGS
 ER0299
 ER0299                          STATION DESCRIPTION
 ER0299
 ER0299'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 ER0299'22.1 MI SE FROM HOLBROOK.
 ER0299'22.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0299'AND SANTA FE RAILWAY STATION AT HOLBROOK, 1.9 MILES EAST OF THE
 ER0299'APACHE-NAVAJO COUNTY LINE, ABOUT 70 YARDS WEST OF THE REMAINS OF A
 ER0299'CONCRETE CULVERT ON THE OLD HIGHWAY, AND 48 FEET SOUTH OF THE
 ER0299'CENTERLINE OF THE OLD HIGHWAY.  NOTE-- ABOUT 250 FEET NORTHEAST OF THE
 ER0299'NEW HIGHWAY.
 ER0299
 ER0299                          STATION RECOVERY (1976)
 ER0299
 ER0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0299'HOLBROOK 22.35 MILES SE. OF ALONG U.S. HWY. 180 FROM THE A.T. & SF
 ER0299'RAILROAD STATION, THENCE LEFT. 55 MILES TO BM ON RIGHT ABOUT 70 YARDS
 ER0299'W. OF THE REMAINS OF A CONCRETE CULVERT ON OLD ABANDON HWY. & 48' S.
 ER0299'OF THE CENTERLINE OF THE OLD ABANDON HWY.; & ABOUT 250 FT NORTHEAST
 ER0299'OF THE RD. ( WHICH ALSO IS NOW AN ABANDON HWY.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0107 ***********************************************************************
 DB0107  DESIGNATION -  M 350
 DB0107  PID         -  DB0107
 DB0107  STATE/COUNTY-  AZ/YUMA
 DB0107  USGS QUAD   -  FORTUNA SW (1965)
 DB0107
 DB0107                         *CURRENT SURVEY CONTROL
 DB0107  ___________________________________________________________________
 DB0107* NAD 83(1986)-  32 37 22.     (N)    114 23 37.     (W)     SCALED    
 DB0107* NAVD 88     -       130.84   (+/-2cm)     429.3    (feet)  VERTCON   
 DB0107  ___________________________________________________________________
 DB0107  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DB0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0107
 DB0107.The horizontal coordinates were scaled from a topographic map and have
 DB0107.an estimated accuracy of +/- 6 seconds.
 DB0107
 DB0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0107.The vertical order pertains to the NGVD 29 superseded value.
 DB0107
 DB0107.The geoid height was determined by GEOID03.
 DB0107
 DB0107;                    North         East    Units  Estimated Accuracy
 DB0107;SPC AZ W     -   180,110.      152,960.      MT  (+/- 180 meters Scaled)
 DB0107
 DB0107                          SUPERSEDED SURVEY CONTROL
 DB0107
 DB0107  NGVD 29 (??/??/??)  130.175  (m)          427.08   (f) ADJUSTED    2 0
 DB0107
 DB0107.Superseded values are not recommended for survey control.
 DB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0107.See file dsdata.txt to determine how the superseded data were derived.
 DB0107
 DB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS445124(NAD 83)
 DB0107_MARKER: DB = BENCH MARK DISK
 DB0107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0107_SP_SET: 11 FEET
 DB0107_STAMPING: M 350 1962
 DB0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0107+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 DB0107
 DB0107  HISTORY     - Date     Condition        Report By
 DB0107  HISTORY     - 1962     MONUMENTED       CGS
 DB0107  HISTORY     - 20060303 GOOD             GEOCAC
 DB0107
 DB0107                          STATION DESCRIPTION
 DB0107
 DB0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0107'10.3 MI SW FROM LIGURTA.
 DB0107'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0107'STATION AT LIGURTA, THENCE 3.2 MILES SOUTH SOUTHEAST ALONG A
 DB0107'TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 2.3 MILES
 DB0107'NORTHWEST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0107'PROJECTS 16 FEET AND IS NUMBER 9, 24 FEET NORTHEAST OF THE CENTER
 DB0107'LINE OF THE TRAIL ROAD, 2.0 FEET WEST OF A METAL WITNESS POST,
 DB0107'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, ON A 5/8-INCH
 DB0107'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS
 DB0107'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 DB0107
 DB0107                          STATION RECOVERY (2006)
 DB0107
 DB0107'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0107'FOUND IN GOOD CONDITION AT N 32  37.379 W 114  23.619. CONCRETE BASE
 DB0107'HAS BEEN REPLACED WITH A 10 INCH CONCRETE PIPE, WHICH STANDS ABOUT 1.5
 DB0107'FEET ABOVE THE GROUND. THERE IS A METAL WITNESS POST AND SIGN
 DB0107'APPROXIMATELY TWO FEET TO THE EAST.
 DB0107' 
 DB0107'THIS MARK IS LOCATED ON THE BARRY M. GOLDWATER RANGE, USMC. A PASS IS
 DB0107'REQUIRED TO ENTER THE RANGE AND CAN BE ACQUIRED FROM THE HUMAN
 DB0107'RESOURCES OFFICE AT THE MCAS-YUMA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1130 ***********************************************************************
 DA1130  DESIGNATION -  M 351
 DA1130  PID         -  DA1130
 DA1130  STATE/COUNTY-  AZ/YUMA
 DA1130  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1130
 DA1130                         *CURRENT SURVEY CONTROL
 DA1130  ___________________________________________________________________
 DA1130* NAD 83(1992)-  32 34 48.28497(N)    113 44 58.43033(W)     ADJUSTED  
 DA1130* NAVD 88     -       151.16   (+/-2cm)     495.9    (feet)  VERTCON   
 DA1130  ___________________________________________________________________
 DA1130  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DA1130  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DA1130  HORZ ORDER  -  THIRD
 DA1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1130
 DA1130.The horizontal coordinates were established by classical geodetic methods
 DA1130.and adjusted by the National Geodetic Survey in August 1993.
 DA1130
 DA1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1130.The vertical order pertains to the NGVD 29 superseded value.
 DA1130
 DA1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1130
 DA1130.The geoid height was determined by GEOID03.
 DA1130
 DA1130;                    North         East     Units Scale Factor Converg.
 DA1130;SPC AZ W     -   175,192.512   213,400.937   MT  0.99993333   +0 00 00.8
 DA1130;SPC AZ W     -   574,778.58    700,134.31   iFT  0.99993333   +0 00 00.8
 DA1130;UTM  12      - 3,608,072.447   241,895.448   MT  1.00042155   -1 28 53.0
 DA1130
 DA1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1130!SPC AZ W     -   0.99998142  x   0.99993333  =   0.99991475
 DA1130!UTM  12      -   0.99998142  x   1.00042155  =   1.00040296
 DA1130
 DA1130:                Primary Azimuth Mark                     Grid Az
 DA1130:SPC AZ W     -  MOHAWK                                   083 41 30.4
 DA1130:UTM  12      -  MOHAWK                                   085 10 24.2
 DA1130
 DA1130|---------------------------------------------------------------------|
 DA1130| PID    Reference Object                     Distance      Geod. Az  |
 DA1130|                                                           dddmmss.s |
 DA1130| DA1425 MOHAWK                              APPROX. 9.6 KM 0834131.2 |
 DA1130|---------------------------------------------------------------------|
 DA1130
 DA1130                          SUPERSEDED SURVEY CONTROL
 DA1130
 DA1130  NAD 83(1986)-  32 34 48.28281(N)    113 44 58.43671(W) AD(       ) 3
 DA1130  NGVD 29 (??/??/92)  150.515  (m)          493.81   (f) ADJ UNCH    2 0
 DA1130
 DA1130.Superseded values are not recommended for survey control.
 DA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1130.See file dsdata.txt to determine how the superseded data were derived.
 DA1130
 DA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4189508072(NAD 83)
 DA1130_MARKER: DB = BENCH MARK DISK
 DA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1130_STAMPING: M 351 1962
 DA1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1130+STABILITY: SURFACE MOTION
 DA1130
 DA1130  HISTORY     - Date     Condition        Report By
 DA1130  HISTORY     - 1962     MONUMENTED       CGS
 DA1130  HISTORY     - 1962     GOOD             CGS
 DA1130
 DA1130                          STATION DESCRIPTION
 DA1130
 DA1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1130'FIELD WORK DONE BY AMS.  DESCRIBED IN NGS LEVEL LINE AS FOLLOWS.
 DA1130'
 DA1130'ABOUT 6.0 MI E. ALONG U.S. HWY. 80 FROM POST OFFICE AT TACNA,
 DA1130'THENCE 11.3 MI SE. ALONG TRAIL RD. TO TULE WELL.  0.4 MI SE. OF
 DA1130'4X4-INCH WHITE WOODEN REFERENCE POST PROJECTING 16 FT AND
 DA1130'NUMBERED 19.  68 FT NE. OF CENTERLINE OF RD., 3.0 FT E. OF METAL
 DA1130'WITNESS POST, ABOUT LEVEL WITH RD.
 DA1130'
 DA1130'STATION MARK--NGS BM DISK STAMPED---M 351 1962---, CEMENTED IN TOP
 DA1130'OF CONCRETE POST PROJECTING 5 INCHES.
 DA1130
 DA1130                          STATION RECOVERY (1962)
 DA1130
 DA1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DA1130'17.3 MI SE FROM TACNA.
 DA1130'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1130'TACNA.  THENCE 11.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1130'WELL, 0.4 MILE SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1130'WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 68 FEET NORTHEAST OF THE
 DA1130'CENTER LINE OF THE ROAD, 3.0 FEET EAST OF A METAL WITNESS POST, ABOUT
 DA1130'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 DA1130'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0925 ***********************************************************************
 DA0925  DESIGNATION -  M 352
 DA0925  PID         -  DA0925
 DA0925  STATE/COUNTY-  AZ/YUMA
 DA0925  USGS QUAD   -  MONREAL WELL (1990)
 DA0925
 DA0925                         *CURRENT SURVEY CONTROL
 DA0925  ___________________________________________________________________
 DA0925* NAD 83(1986)-  32 27 33.     (N)    113 29 25.     (W)     SCALED    
 DA0925* NAVD 88     -       226.08   (+/-2cm)     741.7    (feet)  VERTCON   
 DA0925  ___________________________________________________________________
 DA0925  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DA0925  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0925
 DA0925.The horizontal coordinates were scaled from a topographic map and have
 DA0925.an estimated accuracy of +/- 6 seconds.
 DA0925
 DA0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0925.The vertical order pertains to the NGVD 29 superseded value.
 DA0925
 DA0925.The geoid height was determined by GEOID03.
 DA0925
 DA0925;                    North         East    Units  Estimated Accuracy
 DA0925;SPC AZ W     -   161,810.      237,780.      MT  (+/- 180 meters Scaled)
 DA0925
 DA0925                          SUPERSEDED SURVEY CONTROL
 DA0925
 DA0925  NGVD 29 (??/??/92)  225.433  (m)          739.61   (f) ADJ UNCH    2 0
 DA0925
 DA0925.Superseded values are not recommended for survey control.
 DA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0925.See file dsdata.txt to determine how the superseded data were derived.
 DA0925
 DA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA659940(NAD 83)
 DA0925_MARKER: DB = BENCH MARK DISK
 DA0925_SETTING: 80 = SET IN A BOULDER
 DA0925_SP_SET: BOULDER
 DA0925_STAMPING: M 352 1962
 DA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0925+STABILITY: SURFACE MOTION
 DA0925
 DA0925  HISTORY     - Date     Condition        Report By
 DA0925  HISTORY     - 1962     MONUMENTED       CGS
 DA0925
 DA0925                          STATION DESCRIPTION
 DA0925
 DA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0925'18.75 MI W FROM TONY TANK.
 DA0925'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0925'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA0925'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA0925'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.85 MILES SOUTH-SOUTHWEST ALONG A
 DA0925'TRAIL ROAD THROUGH THE PASS, 0.5 MILES NORTHEAST OF A 4X4-INCH WHITE
 DA0925'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 40, AT
 DA0925'THE SOUTH EDGE OF THE PASS, 55 FEET SOUTHEAST OF THE CENTER LINE OF
 DA0925'THE TRAIL ROAD, 75 FEET NORTHWEST OF THE BASE OF A PYRAMIDAL SHAPED
 DA0925'ROCK, 10 FEET WEST OF A BOULDER ABOUT 9 FEET HIGH, 47 FEET SOUTHEAST
 DA0925'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, SET IN THE
 DA0925'EAST EDGE OF A BOULDER WHICH PROJECTS ABOUT 4 1/2 FEET ABOVE THE
 DA0925'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0171 ***********************************************************************
 DB0171  DESIGNATION -  M 353
 DB0171  PID         -  DB0171
 DB0171  STATE/COUNTY-  AZ/YUMA
 DB0171  USGS QUAD   -  LIGURTA (1965)
 DB0171
 DB0171                         *CURRENT SURVEY CONTROL
 DB0171  ___________________________________________________________________
 DB0171* NAD 83(2007)-  32 40 28.06920(N)    114 16 58.60941(W)     NO CHECK  
 DB0171* NAVD 88     -        83.061  (meters)     272.51   (feet)  ADJUSTED  
 DB0171  ___________________________________________________________________
 DB0171  EPOCH DATE  -        2007.00
 DB0171  X           -  -2,210,058.658 (meters)                     COMP
 DB0171  Y           -  -4,898,624.195 (meters)                     COMP
 DB0171  Z           -   3,423,651.634 (meters)                     COMP
 DB0171  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DB0171  ELLIP HEIGHT-          49.611 (meters)          (02/10/07) NO CHECK
 DB0171  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0171  DYNAMIC HT  -          82.965 (meters)     272.19  (feet)  COMP
 DB0171
 DB0171  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DB0171  Type    PID    Designation                      North   East  Ellip
 DB0171  -------------------------------------------------------------------
 DB0171  NETWORK DB0171 M 353                             1.22   1.14   2.74
 DB0171  -------------------------------------------------------------------
 DB0171  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 DB0171
 DB0171  VERT ORDER  -  FIRST     CLASS II
 DB0171
 DB0171.The horizontal coordinates were established by GPS observations
 DB0171.and adjusted by the National Geodetic Survey in February 2007.
 DB0171
 DB0171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DB0171.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DB0171.No horizontal observational check was made to the station.
 DB0171.The horizontal coordinates are valid at the epoch date displayed above.
 DB0171.The epoch date for horizontal control is a decimal equivalence
 DB0171.of Year/Month/Day.
 DB0171
 DB0171.The orthometric height was determined by differential leveling
 DB0171.and adjusted in June 1991.
 DB0171
 DB0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB0171
 DB0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0171
 DB0171.The ellipsoidal height was determined by GPS observations
 DB0171.and is referenced to NAD 83.
 DB0171
 DB0171.The geoid height was determined by GEOID03.
 DB0171
 DB0171.The dynamic height is computed by dividing the NAVD 88
 DB0171.geopotential number by the normal gravity value computed on the
 DB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0171.degrees latitude (g = 980.6199 gals.).
 DB0171
 DB0171.The modeled gravity was interpolated from observed gravity values.
 DB0171
 DB0171;                    North         East     Units Scale Factor Converg.
 DB0171;SPC AZ W     -   185,784.357   163,375.317   MT  0.99996413   -0 17 15.8
 DB0171;SPC AZ W     -   609,528.73    536,008.26   iFT  0.99996413   -0 17 15.8
 DB0171;UTM  11      - 3,618,461.779   754,783.885   MT  1.00040053   +1 28 03.5
 DB0171
 DB0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0171!SPC AZ W     -   0.99999221  x   0.99996413  =   0.99995634
 DB0171!UTM  11      -   0.99999221  x   1.00040053  =   1.00039274
 DB0171
 DB0171                          SUPERSEDED SURVEY CONTROL
 DB0171
 DB0171  ELLIP H (01/12/01)   49.647  (m)                       GP(       ) 4 1
 DB0171  NAD 83(1992)-  32 40 28.06798(N)    114 16 58.60878(W) AD(       ) 1
 DB0171  ELLIP H (03/14/97)   49.730  (m)                       GP(       ) 3 1
 DB0171  NAD 83(1992)-  32 40 28.06698(N)    114 16 58.60370(W) AD(       ) 2
 DB0171  NAD 83(1986)-  32 40 28.06966(N)    114 16 58.61197(W) AD(       ) 2
 DB0171  NAD 27      -  32 40 27.89980(N)    114 16 55.82450(W) AD(       ) 2
 DB0171  NAVD 88 (03/14/97)   83.06   (m)          272.5    (f) LEVELING    3  
 DB0171  NGVD 29 (??/??/??)   82.410  (m)          270.37   (f) ADJUSTED    1 2
 DB0171
 DB0171.Superseded values are not recommended for survey control.
 DB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0171.See file dsdata.txt to determine how the superseded data were derived.
 DB0171
 DB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5478418462(NAD 83)
 DB0171_MARKER: DB = BENCH MARK DISK
 DB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0171_STAMPING: M 353 1960
 DB0171_MARK LOGO: CGS   
 DB0171_PROJECTION: FLUSH
 DB0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0171+STABILITY: SURFACE MOTION
 DB0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0171+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0171
 DB0171  HISTORY     - Date     Condition        Report By
 DB0171  HISTORY     - 1960     MONUMENTED       CGS
 DB0171  HISTORY     - 1960     GOOD             CGS
 DB0171  HISTORY     - 1981     GOOD             NGS
 DB0171  HISTORY     - 1981     GOOD             NGS
 DB0171  HISTORY     - 19951215 GOOD             CHANCE
 DB0171  HISTORY     - 20040621 GOOD             JCLS
 DB0171  HISTORY     - 20090207 GOOD             GEOCAC
 DB0171
 DB0171                          STATION DESCRIPTION
 DB0171
 DB0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0171'THE BENCH MARK M 353 IS A STANDARD BENCH
 DB0171'MARK DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 DB0171'SURFACE AND ABOUT LEVEL WITH THE STATION.  IT IS STAMPED
 DB0171'M 353 1960.
 DB0171'
 DB0171'A 4-WHEEL DRIVE STATION.
 DB0171
 DB0171                          STATION RECOVERY (1960)
 DB0171
 DB0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0171'0.8 MI E FROM LIGURTA.
 DB0171'0.8 MILE EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 36.75 FEET EAST
 DB0171'OF DOME ROAD 1960, SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 DB0171'GROUND.
 DB0171
 DB0171                          STATION RECOVERY (1981)
 DB0171
 DB0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0171'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0171'WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0171'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0171'OF THE CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) EAST OF DOME RM 1,
 DB0171'11.2 M (36.7 FT) EAST OF STATION DOME.
 DB0171'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0171'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0171
 DB0171                          STATION RECOVERY (1981)
 DB0171
 DB0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0171'13.3 KM (8.25 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0171'WELLTON, 0.25 KM (0.15 MI) WEST OF THE JUNCTION OF A PAVED ROAD
 DB0171'LEADING TO DOME VALLEY, AT HIGHWAY MILEPOST 25, 46.3 M (152 FT) NORTH
 DB0171'OF THE CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) EAST OF DOME RM 1,
 DB0171'11.2 M (36.7 FT) EAST OF STATION DOME.
 DB0171'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0171'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DB0171
 DB0171                          STATION RECOVERY (1995)
 DB0171
 DB0171'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 DB0171'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DB0171'THE STATION IS LOCATED APPROXIMATELY 1.2 KM (0.75 MI) EAST OF LIGURTA
 DB0171'ALONG OLD US HIGHWAY 80.  THE STATION IS LOCATED ON STATE OF ARIZONA
 DB0171'HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF OLD
 DB0171'US HIGHWAY 80 AND INTERSTATE 8 (EXIT 21 ON INTERSTATE 8) SOUTH OF
 DB0171'LIGURTA, GO NORTHEAST ALONG OLD US HIGHWAY 80 FOR 2.0 KM (1.25 MI) TO
 DB0171'THE CREST OF A HILL AND THE STATION ON THE LEFT APPROXIMATELY 1.2 M
 DB0171'(3.9 FT) ABOVE HIGHWAY THE STATION IS A STANDARD BENCH MARK DISK SET
 DB0171'IN TOP OF SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  THE STATION IS
 DB0171'LOCATED 0.16 KM (0.10 MI) WEST OF THE INTERSECTION OF OLD US HIGHWAY
 DB0171'80 AND DOME VALLEY ROAD, 47.0 M (154.2 FT) NORTH OF OLD US HIGHWAY
 DB0171'CENTERLINE, 32 M (105.0 FT) SOUTH-SOUTHEAST OF TALL SAGE BRUSH, 22 M
 DB0171'(72.2 FT) EAST OF STANDARD DISK STAMPED DOME ROAD NO 1 1960, 11.2 M
 DB0171'(36.7 FT) EAST OF STANDARD TRAVERSE DISK STAMPED DOME ROAD 1960, AND
 DB0171'0.4 M (1.3 FT) FROM A WITNESS POST
 DB0171
 DB0171                          STATION RECOVERY (2004)
 DB0171
 DB0171'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DB0171'RECOVERED IN GOOD CONDITION.
 DB0171
 DB0171                          STATION RECOVERY (2009)
 DB0171
 DB0171'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0797 ***********************************************************************
 DA0797  DESIGNATION -  M 353
 DA0797  PID         -  DA0797
 DA0797  STATE/COUNTY-  AZ/YUMA
 DA0797  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0797
 DA0797                         *CURRENT SURVEY CONTROL
 DA0797  ___________________________________________________________________
 DA0797* NAD 83(1986)-  32 31 38.     (N)    113 20 50.     (W)     SCALED    
 DA0797* NAVD 88     -       185.12   (+/-2cm)     607.3    (feet)  VERTCON   
 DA0797  ___________________________________________________________________
 DA0797  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DA0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0797
 DA0797.The horizontal coordinates were scaled from a topographic map and have
 DA0797.an estimated accuracy of +/- 6 seconds.
 DA0797
 DA0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0797.The vertical order pertains to the NGVD 29 superseded value.
 DA0797
 DA0797.The geoid height was determined by GEOID03.
 DA0797
 DA0797;                    North         East    Units  Estimated Accuracy
 DA0797;SPC AZ W     -   169,400.      251,200.      MT  (+/- 180 meters Scaled)
 DA0797
 DA0797                          SUPERSEDED SURVEY CONTROL
 DA0797
 DA0797  NGVD 29 (??/??/92)  184.494  (m)          605.29   (f) ADJ UNCH    2 0
 DA0797
 DA0797.Superseded values are not recommended for survey control.
 DA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0797.See file dsdata.txt to determine how the superseded data were derived.
 DA0797
 DA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB795013(NAD 83)
 DA0797_MARKER: DB = BENCH MARK DISK
 DA0797_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0797_SP_SET: 8 FT.
 DA0797_STAMPING: M 353 1961
 DA0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0797
 DA0797  HISTORY     - Date     Condition        Report By
 DA0797  HISTORY     - 1961     MONUMENTED       CGS
 DA0797  HISTORY     - 1962     GOOD             NGS
 DA0797
 DA0797                          STATION DESCRIPTION
 DA0797
 DA0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0797'6.4 MI NW FROM TONY TANK.
 DA0797'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0797'TONY TANK.  THENCE 4.7 MILES WEST ALONG A TRAIL ROAD, 0.3 MILE EAST OF
 DA0797'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0797'NUMBERED 37, 2.15 MILES WEST OF A METAL TANK AND CORRAL, 13 FEET SOUTH
 DA0797'OF THE CENTER LINE OF THE TRAIL ROAD, 1.1 FEET SOUTH OF A METAL
 DA0797'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, CLAMPED ON A 5/8-INCH
 DA0797'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED
 DA0797'IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0674 ***********************************************************************
 DA0674  DESIGNATION -  M 354 RESET
 DA0674  PID         -  DA0674
 DA0674  STATE/COUNTY-  AZ/MARICOPA
 DA0674  USGS QUAD   -  GILA BEND (1973)
 DA0674
 DA0674                         *CURRENT SURVEY CONTROL
 DA0674  ___________________________________________________________________
 DA0674* NAD 83(1986)-  32 55 48.     (N)    112 41 33.     (W)     SCALED    
 DA0674* NAVD 88     -       239.51   (+/-2cm)     785.8    (feet)  VERTCON   
 DA0674  ___________________________________________________________________
 DA0674  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0674  VERT ORDER  -  THIRD (See Below)
 DA0674
 DA0674.The horizontal coordinates were scaled from a topographic map and have
 DA0674.an estimated accuracy of +/- 6 seconds.
 DA0674
 DA0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0674.The vertical order pertains to the NGVD 29 superseded value.
 DA0674
 DA0674.The geoid height was determined by GEOID03.
 DA0674
 DA0674;                    North         East    Units  Estimated Accuracy
 DA0674;SPC AZ C     -   214,260.      140,810.      MT  (+/- 180 meters Scaled)
 DA0674
 DA0674                          SUPERSEDED SURVEY CONTROL
 DA0674
 DA0674  NGVD 29 (03/28/06)  238.91   (m)          783.8    (f) RESET       3  
 DA0674
 DA0674.Superseded values are not recommended for survey control.
 DA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0674.See file dsdata.txt to determine how the superseded data were derived.
 DA0674
 DA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB417447(NAD 83)
 DA0674_MARKER: DB = BENCH MARK DISK
 DA0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0674_SP_SET: BRIDGE
 DA0674_STAMPING: M 354 RESET 1969
 DA0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0674
 DA0674  HISTORY     - Date     Condition        Report By
 DA0674  HISTORY     - 1969     MONUMENTED       CGS
 DA0674  HISTORY     - 1971     GOOD             NGS
 DA0674
 DA0674                          STATION DESCRIPTION
 DA0674
 DA0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0674'2 MI SE FROM GILA BEND.
 DA0674'1.15 MILES EAST ON U.S. HIGHWAY 80 FROM 1 BLOCK SOUTH OF THE POST
 DA0674'OFFICE IN GILA BEND TO JUNCTION OF STATE HIGHWAY 84, THENCE SOUTHERLY
 DA0674'ON STATE HIGHWAY 84 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT, PASS
 DA0674'THROUGH GATE AND GO SOUTHWEST FOR ABOUT 100 YARDS TO THE NEARLY
 DA0674'CONSTRUCTED EAST BOUND LANE OF INTERSTATE HIGHWAY 8, THENCE WEST ON
 DA0674'THE EAST BOUND LANE FOR 0.5 MILE TO TRIANGULATION STATION GIANT 1960
 DA0674'ON THE LEFT, THENCE WEST ON THE WEST BOUND LANE FOR 0.9 MILE TO MARK
 DA0674'ON THE RIGHT, 36.6 FEET WEST OF THE EAST END OF THE BRIDGE ABUTMENT,
 DA0674'35.6 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF THE HIGHWAY
 DA0674'AND 1.6 FEET EAST OF THE WEST END OF THE ABUTMENT, CEMENTED IN A DRILL
 DA0674'HOLE IN THE WEST END OF THE NORTH ABUTMENT OF A BRIDGE.  NOTE-- THIS
 DA0674'MARK WAS USED AS THE AZIMUTH MARK FOR TRIANGULATION STATION GIANT
 DA0674'1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0760 ***********************************************************************
 DA0760  DESIGNATION -  M 355
 DA0760  PID         -  DA0760
 DA0760  STATE/COUNTY-  AZ/MARICOPA
 DA0760  USGS QUAD   -  SENTINEL (1986)
 DA0760
 DA0760                         *CURRENT SURVEY CONTROL
 DA0760  ___________________________________________________________________
 DA0760* NAD 83(1986)-  32 50 00.     (N)    113 13 31.     (W)     SCALED    
 DA0760* NAVD 88     -       227.467  (meters)     746.28   (feet)  ADJUSTED  
 DA0760  ___________________________________________________________________
 DA0760  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DA0760  DYNAMIC HT  -         227.203 (meters)     745.42  (feet)  COMP
 DA0760  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DA0760
 DA0760  VERT ORDER  -  FIRST     CLASS II
 DA0760
 DA0760.The horizontal coordinates were scaled from a topographic map and have
 DA0760.an estimated accuracy of +/- 6 seconds.
 DA0760
 DA0760.The orthometric height was determined by differential leveling
 DA0760.and adjusted in June 1991.
 DA0760
 DA0760.The geoid height was determined by GEOID03.
 DA0760
 DA0760.The dynamic height is computed by dividing the NAVD 88
 DA0760.geopotential number by the normal gravity value computed on the
 DA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0760.degrees latitude (g = 980.6199 gals.).
 DA0760
 DA0760.The modeled gravity was interpolated from observed gravity values.
 DA0760
 DA0760;                    North         East    Units  Estimated Accuracy
 DA0760;SPC AZ C     -   204,030.       90,850.      MT  (+/- 180 meters Scaled)
 DA0760
 DA0760                          SUPERSEDED SURVEY CONTROL
 DA0760
 DA0760  NGVD 29 (??/??/92)  226.860  (m)          744.29   (f) ADJ UNCH    1 2
 DA0760
 DA0760.Superseded values are not recommended for survey control.
 DA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0760.See file dsdata.txt to determine how the superseded data were derived.
 DA0760
 DA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB917350(NAD 83)
 DA0760_MARKER: DB = BENCH MARK DISK
 DA0760_SETTING: 80 = SET IN A BOULDER
 DA0760_SP_SET: BOULDER
 DA0760_STAMPING: M 355 1962
 DA0760_MARK LOGO: CGS   
 DA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0760+STABILITY: SURFACE MOTION
 DA0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0760+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DA0760
 DA0760  HISTORY     - Date     Condition        Report By
 DA0760  HISTORY     - 1962     MONUMENTED       CGS
 DA0760  HISTORY     - 1980     GOOD             NGS
 DA0760  HISTORY     - 1980     GOOD             NGS
 DA0760  HISTORY     - 20060810 GOOD             USACE
 DA0760
 DA0760                          STATION DESCRIPTION
 DA0760
 DA0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0760'1.9 MI SSE FROM SENTINEL.
 DA0760'ABOUT 1.9 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0760'HIGHWAY 80 OVERPASS AT SENTINEL, 0.5 MILE SOUTH-SOUTHEAST OF A
 DA0760'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0760'NUMBERED 22, 127 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0760'17.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DA0760'LEVEL OF THE ROAD, AND SET FLUSH IN THE TOP OF A BOULDER WHICH IS ON A
 DA0760'LAVA HILL.
 DA0760
 DA0760                          STATION RECOVERY (1980)
 DA0760
 DA0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0760'RECOVERED IN GOOD CONDITION.
 DA0760
 DA0760                          STATION RECOVERY (1980)
 DA0760
 DA0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0760'RECOVERED IN GOOD CONDITION.
 DA0760
 DA0760                          STATION RECOVERY (2006)
 DA0760
 DA0760'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (LDV)
 DA0760'MARK WAS RECOVERED IN GOOD CONDITION BUT THE LATITUDE/LONGITUDE
 DA0760'ASSIGNED TO THIS MARK IS INCORRECT.
 DA0760' 
 DA0760'NAD83 GEOGRAPHIC POSITION AS RECOVERED IN THE FIELD IS
 DA0760'32DEGREES49MINUTES59SECONDS NORTH
 DA0760'113DEGREES12MINUTES15SECONDS WEST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0250 ***********************************************************************
 CZ0250  DESIGNATION -  M 355
 CZ0250  PID         -  CZ0250
 CZ0250  STATE/COUNTY-  AZ/PIMA
 CZ0250  USGS QUAD   -  TUCSON SE (1992)
 CZ0250
 CZ0250                         *CURRENT SURVEY CONTROL
 CZ0250  ___________________________________________________________________
 CZ0250* NAD 83(1986)-  32 05 10.     (N)    110 48 49.     (W)     SCALED    
 CZ0250* NAVD 88     -       887.640  (meters)    2912.20   (feet)  ADJUSTED  
 CZ0250  ___________________________________________________________________
 CZ0250  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CZ0250  DYNAMIC HT  -         886.366 (meters)    2908.02  (feet)  COMP
 CZ0250  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 CZ0250
 CZ0250  VERT ORDER  -  FIRST     CLASS II
 CZ0250
 CZ0250.The horizontal coordinates were scaled from a topographic map and have
 CZ0250.an estimated accuracy of +/- 6 seconds.
 CZ0250
 CZ0250.The orthometric height was determined by differential leveling
 CZ0250.and adjusted in June 1991.
 CZ0250
 CZ0250.The geoid height was determined by GEOID03.
 CZ0250
 CZ0250.The dynamic height is computed by dividing the NAVD 88
 CZ0250.geopotential number by the normal gravity value computed on the
 CZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0250.degrees latitude (g = 980.6199 gals.).
 CZ0250
 CZ0250.The modeled gravity was interpolated from observed gravity values.
 CZ0250
 CZ0250;                    North         East    Units  Estimated Accuracy
 CZ0250;SPC AZ C     -   120,950.      317,490.      MT  (+/- 180 meters Scaled)
 CZ0250
 CZ0250                          SUPERSEDED SURVEY CONTROL
 CZ0250
 CZ0250  NGVD 29 (??/??/92)  886.946  (m)         2909.92   (f) ADJ UNCH    1 2
 CZ0250
 CZ0250.Superseded values are not recommended for survey control.
 CZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0250.See file dsdata.txt to determine how the superseded data were derived.
 CZ0250
 CZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA175499(NAD 83)
 CZ0250_MARKER: DB = BENCH MARK DISK
 CZ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0250_STAMPING: M 355 1960
 CZ0250_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0250+STABILITY: SURFACE MOTION
 CZ0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0250+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0250
 CZ0250  HISTORY     - Date     Condition        Report By
 CZ0250  HISTORY     - 1960     MONUMENTED       CGS
 CZ0250  HISTORY     - 1979     GOOD             NGS
 CZ0250  HISTORY     - 20060316 GOOD             USPSQD
 CZ0250
 CZ0250                          STATION DESCRIPTION
 CZ0250
 CZ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0250'11.2 MI SE FROM TUCSON.
 CZ0250'11.2 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0250'HIGHWAY 89 AT TUCSON, 111 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST
 CZ0250'BOUND TRAFFIC LANE, 3.9 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 CZ0250'NORTHEAST OF A FENCE LINE, SET IN A SQUARE CONCRETE POST FLUSH WITH
 CZ0250'THE GROUND.
 CZ0250
 CZ0250                          STATION RECOVERY (1979)
 CZ0250
 CZ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0250'11.9 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0250'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.55 MILE NORTHWEST OF THE RITA
 CZ0250'INTERCHANGE, 112 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 CZ0250'TRAFFIC LANE AND 1.5 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 CZ0250'FENCE.
 CZ0250'THE MARK IS 4 FT  SE FROM A WITNESS POST.
 CZ0250'THE MARK IS ABOVE LEVEL WITH EASTBOUND TRAFFIC LANE.
 CZ0250
 CZ0250                          STATION RECOVERY (2006)
 CZ0250
 CZ0250'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0250'FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0837 ***********************************************************************
 ET0837  DESIGNATION -  M 356
 ET0837  PID         -  ET0837
 ET0837  STATE/COUNTY-  AZ/MOHAVE
 ET0837  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0837
 ET0837                         *CURRENT SURVEY CONTROL
 ET0837  ___________________________________________________________________
 ET0837* NAD 83(1986)-  34 15 04.     (N)    113 58 08.     (W)     SCALED    
 ET0837* NAVD 88     -       180.06   (+/-2cm)     590.7    (feet)  VERTCON   
 ET0837  ___________________________________________________________________
 ET0837  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ET0837  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0837
 ET0837.The horizontal coordinates were scaled from a topographic map and have
 ET0837.an estimated accuracy of +/- 6 seconds.
 ET0837
 ET0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0837.The vertical order pertains to the NGVD 29 superseded value.
 ET0837
 ET0837.The geoid height was determined by GEOID03.
 ET0837
 ET0837;                    North         East    Units  Estimated Accuracy
 ET0837;SPC AZ W     -   360,540.      193,200.      MT  (+/- 180 meters Scaled)
 ET0837
 ET0837                          SUPERSEDED SURVEY CONTROL
 ET0837
 ET0837  NGVD 29 (08/15/05)  179.446  (m)          588.73   (f) ADJUSTED    1 1
 ET0837
 ET0837.Superseded values are not recommended for survey control.
 ET0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0837.See file dsdata.txt to determine how the superseded data were derived.
 ET0837
 ET0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC265939(NAD 83)
 ET0837_MARKER: DB = BENCH MARK DISK
 ET0837_SETTING: 66 = SET IN ROCK OUTCROP
 ET0837_SP_SET: SET IN ROCK OUTCROP
 ET0837_STAMPING: M 356 1976
 ET0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0837+STABILITY: POSITION/ELEVATION WELL
 ET0837
 ET0837  HISTORY     - Date     Condition        Report By
 ET0837  HISTORY     - 1976     MONUMENTED       NGS
 ET0837
 ET0837                          STATION DESCRIPTION
 ET0837
 ET0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0837'28.35 MI NW FROM BOUSE.
 ET0837'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0837'BOUSE, THENCE 0.4 MILE WEST ALONG THE PLANET RANCH ROAD, IN TOP OF
 ET0837'THE NORTHEAST SIDE OF ROCK OUTCROP, 15 FT. SOUTHWEST OF THE CENTER
 ET0837'LINE OF THE ROAD.
 ET0837'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0524 ***********************************************************************
 CY0524  DESIGNATION -  M 358
 CY0524  PID         -  CY0524
 CY0524  STATE/COUNTY-  AZ/COCHISE
 CY0524  USGS QUAD   -  LUZENA (1979)
 CY0524
 CY0524                         *CURRENT SURVEY CONTROL
 CY0524  ___________________________________________________________________
 CY0524* NAD 83(1986)-  32 20 39.     (N)    109 34 59.     (W)     SCALED    
 CY0524* NAVD 88     -      1210.133  (meters)    3970.24   (feet)  ADJUSTED  
 CY0524  ___________________________________________________________________
 CY0524  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0524  DYNAMIC HT  -        1208.346 (meters)    3964.38  (feet)  COMP
 CY0524  MODELED GRAV-     979,120.7   (mgal)                       NAVD 88
 CY0524
 CY0524  VERT ORDER  -  FIRST     CLASS II
 CY0524
 CY0524.The horizontal coordinates were scaled from a topographic map and have
 CY0524.an estimated accuracy of +/- 6 seconds.
 CY0524
 CY0524.The orthometric height was determined by differential leveling
 CY0524.and adjusted in June 1991.
 CY0524
 CY0524.The geoid height was determined by GEOID03.
 CY0524
 CY0524.The dynamic height is computed by dividing the NAVD 88
 CY0524.geopotential number by the normal gravity value computed on the
 CY0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0524.degrees latitude (g = 980.6199 gals.).
 CY0524
 CY0524.The modeled gravity was interpolated from observed gravity values.
 CY0524
 CY0524;                    North         East    Units  Estimated Accuracy
 CY0524;SPC AZ E     -   149,180.      268,300.      MT  (+/- 180 meters Scaled)
 CY0524
 CY0524                          SUPERSEDED SURVEY CONTROL
 CY0524
 CY0524  NGVD 29 (??/??/92) 1209.310  (m)         3967.54   (f) ADJ UNCH    1 2
 CY0524
 CY0524.Superseded values are not recommended for survey control.
 CY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0524.See file dsdata.txt to determine how the superseded data were derived.
 CY0524
 CY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA333794(NAD 83)
 CY0524_MARKER: DB = BENCH MARK DISK
 CY0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0524_STAMPING: M 358 1960
 CY0524_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0524+STABILITY: SURFACE MOTION
 CY0524
 CY0524  HISTORY     - Date     Condition        Report By
 CY0524  HISTORY     - 1960     MONUMENTED       CGS
 CY0524  HISTORY     - 1979     GOOD             NGS
 CY0524
 CY0524                          STATION DESCRIPTION
 CY0524
 CY0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0524'6.0 MI W FROM BOWIE.
 CY0524'6.0 MILES WEST OF CAUTION LIGHT AT BOWIE, ARIZONA, ON STATE HIGHWAY 86
 CY0524'AND INTERSTATE HIGHWAY 10, 0.6 MILE WEST OF MILEPOST 347, 3.5 FEET
 CY0524'SOUTH OF FENCE, 2 FEET BELOW HIGHWAY, 97 FEET NORTH OF CENTERLINE OF
 CY0524'HIGHWAY, 3 FEET SOUTHWEST OF WITNESS POST, SET IN THE TOP OF A 10-INCH
 CY0524'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CY0524
 CY0524                          STATION RECOVERY (1979)
 CY0524
 CY0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0524'10.0 KILOMETERS (6.2 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0524'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.1 KILOMETER (0.05 MILE) EAST
 CY0524'OF THE EAST END OF A REST AREA, 31.1 METERS (102 FEET) NORTH OF THE
 CY0524'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 58.8 METERS (193 FEET)
 CY0524'EAST OF A FENCE CORNER IN THE NORTH RIGHT-OF-WAY FENCE AND 1.0 METER
 CY0524'(3.1 FEET) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0524'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 CY0524'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0304 ***********************************************************************
 DA0304  DESIGNATION -  M 36
 DA0304  PID         -  DA0304
 DA0304  STATE/COUNTY-  AZ/PIMA
 DA0304  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA0304
 DA0304                         *CURRENT SURVEY CONTROL
 DA0304  ___________________________________________________________________
 DA0304* NAD 83(1986)-  32 29 20.     (N)    112 52 47.     (W)     SCALED    
 DA0304* NAVD 88     -       409.50   (+/-2cm)    1343.5    (feet)  VERTCON   
 DA0304  ___________________________________________________________________
 DA0304  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0304  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0304
 DA0304.The horizontal coordinates were scaled from a topographic map and have
 DA0304.an estimated accuracy of +/- 6 seconds.
 DA0304
 DA0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0304.The vertical order pertains to the NGVD 29 superseded value.
 DA0304
 DA0304.The geoid height was determined by GEOID03.
 DA0304
 DA0304;                    North         East    Units  Estimated Accuracy
 DA0304;SPC AZ C     -   165,480.      122,850.      MT  (+/- 180 meters Scaled)
 DA0304
 DA0304                          SUPERSEDED SURVEY CONTROL
 DA0304
 DA0304  NGVD 29 (??/??/92)  408.835  (m)         1341.32   (f) ADJ UNCH    1 2
 DA0304
 DA0304.Superseded values are not recommended for survey control.
 DA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0304.See file dsdata.txt to determine how the superseded data were derived.
 DA0304
 DA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233961(NAD 83)
 DA0304_MARKER: DB = BENCH MARK DISK
 DA0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0304_STAMPING: M 36 1933 1341.500
 DA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0304+STABILITY: SURFACE MOTION
 DA0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0304+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0304
 DA0304  HISTORY     - Date     Condition        Report By
 DA0304  HISTORY     - 1933     MONUMENTED       CGS
 DA0304  HISTORY     - 1953     GOOD             NGS
 DA0304  HISTORY     - 20070603 GOOD             GEOCAC
 DA0304
 DA0304                          STATION DESCRIPTION
 DA0304
 DA0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0304'9.1 MI N FROM AJO.
 DA0304'9.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0304'THE STATION AT AJO, 13 POLES SOUTH OF MILEPOLE 34, 0.1 MILE EAST OF
 DA0304'STATE HIGHWAY 85, 204.0 FEET WEST OF THE WEST RAIL, 150 FEET WEST OF A
 DA0304'TELEPHONE POLE, 100 FEET WEST OF THE CENTER OF THE JUNCTION OF 2
 DA0304'WASHES, 18 FEET WEST OF THE WEST EDGE OF THE WASH LEADING SOUTHWEST,
 DA0304'1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 DA0304'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.1 FEET ABOVE
 DA0304'THE GROUND.
 DA0304
 DA0304                          STATION RECOVERY (2007)
 DA0304
 DA0304'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0037 ***********************************************************************
 ES0037  DESIGNATION -  M 36
 ES0037  PID         -  ES0037
 ES0037  STATE/COUNTY-  AZ/NAVAJO
 ES0037  USGS QUAD   -  SAUNDERS DRAW (1986)
 ES0037
 ES0037                         *CURRENT SURVEY CONTROL
 ES0037  ___________________________________________________________________
 ES0037* NAD 83(1986)-  34 45 05.     (N)    110 15 27.     (W)     SCALED    
 ES0037* NAVD 88     -      1702.379  (meters)    5585.22   (feet)  ADJUSTED  
 ES0037  ___________________________________________________________________
 ES0037  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0037  DYNAMIC HT  -        1699.985 (meters)    5577.37  (feet)  COMP
 ES0037  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 ES0037
 ES0037  VERT ORDER  -  SECOND    CLASS 0
 ES0037
 ES0037.The horizontal coordinates were scaled from a topographic map and have
 ES0037.an estimated accuracy of +/- 6 seconds.
 ES0037
 ES0037.The orthometric height was determined by differential leveling
 ES0037.and adjusted in June 1991.
 ES0037
 ES0037.The geoid height was determined by GEOID03.
 ES0037
 ES0037.The dynamic height is computed by dividing the NAVD 88
 ES0037.geopotential number by the normal gravity value computed on the
 ES0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0037.degrees latitude (g = 980.6199 gals.).
 ES0037
 ES0037.The modeled gravity was interpolated from observed gravity values.
 ES0037
 ES0037;                    North         East    Units  Estimated Accuracy
 ES0037;SPC AZ E     -   416,000.      205,040.      MT  (+/- 180 meters Scaled)
 ES0037
 ES0037                          SUPERSEDED SURVEY CONTROL
 ES0037
 ES0037  NGVD 29 (??/??/92) 1701.51   (m)         5582.4    (f) COMPUTED    2 0
 ES0037
 ES0037.Superseded values are not recommended for survey control.
 ES0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0037.See file dsdata.txt to determine how the superseded data were derived.
 ES0037
 ES0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD679457(NAD 83)
 ES0037_MARKER: DD = SURVEY DISK
 ES0037_SETTING: 80 = SET IN A BOULDER
 ES0037_SP_SET: BOULDER
 ES0037_STAMPING: M-36 1934
 ES0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0037+STABILITY: SURFACE MOTION
 ES0037
 ES0037  HISTORY     - Date     Condition        Report By
 ES0037  HISTORY     - 1934     MONUMENTED       USGS
 ES0037  HISTORY     - 1934     GOOD             NGS
 ES0037
 ES0037                          STATION DESCRIPTION
 ES0037
 ES0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0037'13.0 MI SW FROM HOLBROOK.
 ES0037'ON GLOBE TO HOLBROOK HIWAY.  20 FEET EAST OF A SUDDEN DIP IN THE ROAD
 ES0037'AND 20 FEET NORTH OF CENTER LINE OF THE ROAD.  SET IN TOP OF BURIED
 ES0037'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0317 ***********************************************************************
 DV0317  DESIGNATION -  M 360
 DV0317  PID         -  DV0317
 DV0317  STATE/COUNTY-  AZ/PINAL
 DV0317  USGS QUAD   -  ENID (1978)
 DV0317
 DV0317                         *CURRENT SURVEY CONTROL
 DV0317  ___________________________________________________________________
 DV0317* NAD 83(1986)-  33 04 24.     (N)    112 10 59.     (W)     SCALED    
 DV0317* NAVD 88     -       385.577  (meters)    1265.01   (feet)  ADJUSTED  
 DV0317  ___________________________________________________________________
 DV0317  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0317  DYNAMIC HT  -         385.117 (meters)    1263.50  (feet)  COMP
 DV0317  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 DV0317  OBS GRAVITY -     979,434.6   (mgal)                       GRAV_OBS
 DV0317
 DV0317  VERT ORDER  -  FIRST     CLASS II
 DV0317
 DV0317.The horizontal coordinates were scaled from a topographic map and have
 DV0317.an estimated accuracy of +/- 6 seconds.
 DV0317
 DV0317.The orthometric height was determined by differential leveling
 DV0317.and adjusted in June 1991.
 DV0317
 DV0317.The geoid height was determined by GEOID03.
 DV0317
 DV0317.The dynamic height is computed by dividing the NAVD 88
 DV0317.geopotential number by the normal gravity value computed on the
 DV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0317.degrees latitude (g = 980.6199 gals.).
 DV0317
 DV0317.The modeled gravity was interpolated from observed gravity values.
 DV0317.The observed gravity was obtained from relative gravimeter ties
 DV0317.to the IGSN71 gravity network.
 DV0317
 DV0317;                    North         East    Units  Estimated Accuracy
 DV0317;SPC AZ C     -   229,920.      188,490.      MT  (+/- 180 meters Scaled)
 DV0317
 DV0317                          SUPERSEDED SURVEY CONTROL
 DV0317
 DV0317  NGVD 29 (??/??/92)  384.985  (m)         1263.07   (f) ADJ UNCH    1 2
 DV0317
 DV0317.Superseded values are not recommended for survey control.
 DV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0317.See file dsdata.txt to determine how the superseded data were derived.
 DV0317
 DV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB895600(NAD 83)
 DV0317_MARKER: DB = BENCH MARK DISK
 DV0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0317_STAMPING: M 360 1967
 DV0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0317+STABILITY: SURFACE MOTION
 DV0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0317+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0317
 DV0317  HISTORY     - Date     Condition        Report By
 DV0317  HISTORY     - 1967     MONUMENTED       CGS
 DV0317  HISTORY     - 1980     GOOD             NGS
 DV0317  HISTORY     - 1980     GOOD             NGS
 DV0317  HISTORY     - 20070321 GOOD             GEOCAC
 DV0317
 DV0317                          STATION DESCRIPTION
 DV0317
 DV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0317'5.3 MI E FROM MOBILE.
 DV0317'ABOUT 5.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0317'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 17, T 4 S, R 1 E, 0.1 MILE
 DV0317'EAST OF A RISE IN A GRAVELED ROAD, 23 FEET NORTH OF THE NORTH RAIL OF
 DV0317'THE NORTH SET OF TRACKS, 90 FEET SOUTH OF THE CENTER LINE OF THE
 DV0317'GRAVELED ROAD, 102 FEET WEST OF A SMALL WOODEN CULVERT UNDER THE
 DV0317'TRACKS, 7 1/2 FEET EAST OF A TELEGRAPH POLE, IN LINE WITH A ROW OF
 DV0317'POLES, 2.5 FEET WEST OF A WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 DV0317'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 DV0317'PROJECTING 6 INCHES.
 DV0317
 DV0317                          STATION RECOVERY (1980)
 DV0317
 DV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0317'RECOVERED IN GOOD CONDITION.
 DV0317
 DV0317                          STATION RECOVERY (1980)
 DV0317
 DV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0317'RECOVERED IN GOOD CONDITION.
 DV0317
 DV0317                          STATION RECOVERY (2007)
 DV0317
 DV0317'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0810 ***********************************************************************
 DV0810  DESIGNATION -  M 361
 DV0810  PID         -  DV0810
 DV0810  STATE/COUNTY-  AZ/MARICOPA
 DV0810  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0810
 DV0810                         *CURRENT SURVEY CONTROL
 DV0810  ___________________________________________________________________
 DV0810* NAD 83(1986)-  33 09 36.     (N)    112 40 56.     (W)     SCALED    
 DV0810* NAVD 88     -       227.819  (meters)     747.44   (feet)  ADJUSTED  
 DV0810  ___________________________________________________________________
 DV0810  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV0810  DYNAMIC HT  -         227.552 (meters)     746.56  (feet)  COMP
 DV0810  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DV0810
 DV0810  VERT ORDER  -  FIRST     CLASS II
 DV0810
 DV0810.The horizontal coordinates were scaled from a topographic map and have
 DV0810.an estimated accuracy of +/- 6 seconds.
 DV0810
 DV0810.The orthometric height was determined by differential leveling
 DV0810.and adjusted in June 1991.
 DV0810
 DV0810.The geoid height was determined by GEOID03.
 DV0810
 DV0810.The dynamic height is computed by dividing the NAVD 88
 DV0810.geopotential number by the normal gravity value computed on the
 DV0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0810.degrees latitude (g = 980.6199 gals.).
 DV0810
 DV0810.The modeled gravity was interpolated from observed gravity values.
 DV0810
 DV0810;                    North         East    Units  Estimated Accuracy
 DV0810;SPC AZ C     -   239,760.      141,950.      MT  (+/- 180 meters Scaled)
 DV0810
 DV0810                          SUPERSEDED SURVEY CONTROL
 DV0810
 DV0810  NGVD 29 (??/??/92)  227.174  (m)          745.32   (f) ADJ UNCH    1 2
 DV0810
 DV0810.Superseded values are not recommended for survey control.
 DV0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0810.See file dsdata.txt to determine how the superseded data were derived.
 DV0810
 DV0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB431702(NAD 83)
 DV0810_MARKER: DB = BENCH MARK DISK
 DV0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0810_STAMPING: M 361 1967
 DV0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0810+STABILITY: SURFACE MOTION
 DV0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0810+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV0810
 DV0810  HISTORY     - Date     Condition        Report By
 DV0810  HISTORY     - 1967     MONUMENTED       CGS
 DV0810  HISTORY     - 1981     GOOD             NGS
 DV0810  HISTORY     - 20060128 GOOD             USPSQD
 DV0810  HISTORY     - 20060129 GOOD             USPSQD
 DV0810  HISTORY     - 20070417 GOOD             GEOCAC
 DV0810
 DV0810                          STATION DESCRIPTION
 DV0810
 DV0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0810'16.0 MI N FROM GILA BEND.
 DV0810'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0810'GILA BEND, THENCE 15.15 MILES NORTH ALONG THE ARLINGTON HASSAYAMPA
 DV0810'ROAD, OLD U. S. HIGHWAY 80, OR ABOUT 15.4 MILES SOUTHWEST ALONG THE
 DV0810'ARLINGTON-HASSAYAMPA ROAD, OLD U. S. HIGHWAY 80, FROM THE STORE AND
 DV0810'POST OFFICE AT ARLINGTON, IN SECTION 16, T 3 S, R 4 W, 82 FEET
 DV0810'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 103 1/2 FEET
 DV0810'EAST-SOUTHEAST OF THE EAST CORNER OF A FRAME HOUSE, 39 FEET NORTH OF
 DV0810'THE CENTER LINE OF A GRADED DIRT ROAD WHICH LEADS WEST, 13 1/2 FEET
 DV0810'EAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1 1/2 FEET SOUTH
 DV0810'OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 DV0810'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DV0810'PROJECTING 8 INCHES.
 DV0810
 DV0810                          STATION RECOVERY (1981)
 DV0810
 DV0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0810'RECOVERED IN GOOD CONDITION.
 DV0810
 DV0810                          STATION RECOVERY (2006)
 DV0810
 DV0810'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0810'RECOVERED AS DESCRIBED.
 DV0810
 DV0810                          STATION RECOVERY (2006)
 DV0810
 DV0810'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0810'RECOVERED AS DESCRIBED.
 DV0810
 DV0810                          STATION RECOVERY (2007)
 DV0810
 DV0810'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0761 ***********************************************************************
 DV0761  DESIGNATION -  M 362
 DV0761  PID         -  DV0761
 DV0761  STATE/COUNTY-  AZ/MARICOPA
 DV0761  USGS QUAD   -  TONOPAH (1984)
 DV0761
 DV0761                         *CURRENT SURVEY CONTROL
 DV0761  ___________________________________________________________________
 DV0761* NAD 83(1986)-  33 28 01.     (N)    112 58 51.     (W)     SCALED    
 DV0761* NAVD 88     -       346.634  (meters)    1137.25   (feet)  ADJUSTED  
 DV0761  ___________________________________________________________________
 DV0761  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV0761  DYNAMIC HT  -         346.232 (meters)    1135.93  (feet)  COMP
 DV0761  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 DV0761
 DV0761  VERT ORDER  -  FIRST     CLASS II
 DV0761
 DV0761.The horizontal coordinates were scaled from a topographic map and have
 DV0761.an estimated accuracy of +/- 6 seconds.
 DV0761
 DV0761.The orthometric height was determined by differential leveling
 DV0761.and adjusted in June 1991.
 DV0761
 DV0761.The geoid height was determined by GEOID03.
 DV0761
 DV0761.The dynamic height is computed by dividing the NAVD 88
 DV0761.geopotential number by the normal gravity value computed on the
 DV0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0761.degrees latitude (g = 980.6199 gals.).
 DV0761
 DV0761.The modeled gravity was interpolated from observed gravity values.
 DV0761
 DV0761;                    North         East    Units  Estimated Accuracy
 DV0761;SPC AZ C     -   274,040.      114,450.      MT  (+/- 180 meters Scaled)
 DV0761
 DV0761                          SUPERSEDED SURVEY CONTROL
 DV0761
 DV0761  NGVD 29 (??/??/92)  346.008  (m)         1135.19   (f) ADJ UNCH    1 2
 DV0761
 DV0761.Superseded values are not recommended for survey control.
 DV0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0761.See file dsdata.txt to determine how the superseded data were derived.
 DV0761
 DV0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC159048(NAD 83)
 DV0761_MARKER: DB = BENCH MARK DISK
 DV0761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0761_SP_SET: 8 FEET
 DV0761_STAMPING: M 362 1967
 DV0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0761
 DV0761  HISTORY     - Date     Condition        Report By
 DV0761  HISTORY     - 1967     MONUMENTED       CGS
 DV0761  HISTORY     - 1981     GOOD             NGS
 DV0761
 DV0761                          STATION DESCRIPTION
 DV0761
 DV0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0761'12.2 MI SW FROM TONOPAH.
 DV0761'6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0761'TONOPAH, THENCE 5.35 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD, IN
 DV0761'SECTION 33, T 2 N, R 7 W, 96 FEET NORTHWEST OF THE CENTER OF A
 DV0761'JUNCTION OF THE ROAD AND A GRAVELED ROAD WHICH LEADS NORTH, 62 FEET
 DV0761'NORTH OF THE CENTER LINE OF THE ROAD, 62 FEET WEST OF THE CENTER LINE
 DV0761'OF THE GRAVELED ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 DV0761'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 DV0761'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED
 DV0761'IN A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 DV0761
 DV0761                          STATION RECOVERY (1981)
 DV0761
 DV0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1023 ***********************************************************************
 CZ1023  DESIGNATION -  M 363
 CZ1023  PID         -  CZ1023
 CZ1023  STATE/COUNTY-  AZ/PINAL
 CZ1023  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1023
 CZ1023                         *CURRENT SURVEY CONTROL
 CZ1023  ___________________________________________________________________
 CZ1023* NAD 83(1986)-  32 49 57.     (N)    111 41 07.     (W)     SCALED    
 CZ1023* NAVD 88     -       444.281  (meters)    1457.61   (feet)  ADJUSTED  
 CZ1023  ___________________________________________________________________
 CZ1023  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1023  DYNAMIC HT  -         443.734 (meters)    1455.82  (feet)  COMP
 CZ1023  MODELED GRAV-     979,393.2   (mgal)                       NAVD 88
 CZ1023
 CZ1023  VERT ORDER  -  FIRST     CLASS II
 CZ1023
 CZ1023.The horizontal coordinates were scaled from a topographic map and have
 CZ1023.an estimated accuracy of +/- 6 seconds.
 CZ1023
 CZ1023.The orthometric height was determined by differential leveling
 CZ1023.and adjusted in November 1993.
 CZ1023
 CZ1023.The geoid height was determined by GEOID03.
 CZ1023
 CZ1023.The dynamic height is computed by dividing the NAVD 88
 CZ1023.geopotential number by the normal gravity value computed on the
 CZ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1023.degrees latitude (g = 980.6199 gals.).
 CZ1023
 CZ1023.The modeled gravity was interpolated from observed gravity values.
 CZ1023
 CZ1023;                    North         East    Units  Estimated Accuracy
 CZ1023;SPC AZ C     -   203,200.      235,020.      MT  (+/- 180 meters Scaled)
 CZ1023
 CZ1023                          SUPERSEDED SURVEY CONTROL
 CZ1023
 CZ1023  NAVD 88 (06/15/91)  444.296  (m)         1457.66   (f) UNKNOWN     1 2
 CZ1023  NGVD 29 (??/??/92)  443.926  (m)         1456.45   (f) ADJ UNCH    1 2
 CZ1023
 CZ1023.Superseded values are not recommended for survey control.
 CZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1023.See file dsdata.txt to determine how the superseded data were derived.
 CZ1023
 CZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB358329(NAD 83)
 CZ1023_MARKER: DB = BENCH MARK DISK
 CZ1023_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1023_SP_SET: PIER
 CZ1023_STAMPING: M 363 1967
 CZ1023_MARK LOGO: CGS   
 CZ1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1023+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2007
 CZ1023
 CZ1023  HISTORY     - Date     Condition        Report By
 CZ1023  HISTORY     - 1967     MONUMENTED       CGS
 CZ1023  HISTORY     - 1980     GOOD             NGS
 CZ1023  HISTORY     - 1980     GOOD             NGS
 CZ1023  HISTORY     - 1984     GOOD             NGS
 CZ1023  HISTORY     - 19911205 GOOD             NGS
 CZ1023  HISTORY     - 20070314 GOOD             GEOCAC
 CZ1023
 CZ1023                          STATION DESCRIPTION
 CZ1023
 CZ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1023'5.05 MI SE FROM CASA GRANDE.
 CZ1023'ABOUT 5.05 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1023'THE STATION AT CASA GRANDE, IN S 1, T 7 S, R 6 E, AT THE RAILROAD
 CZ1023'UNDERPASS FOR INTERSTATE HIGHWAY 10, 4 1/2 POLES NORTHWEST OF MILEPOST
 CZ1023'924, 20 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, IN THE
 CZ1023'FIRST SET OF PILLARS NORTHEAST OF THE TRACK AND UNDER THE EAST TRAFFIC
 CZ1023'LANE OF INTERSTATE HIGHWAY 10 OVERPASS FOR THE RAILROAD, SET
 CZ1023'VERTICALLY IN THE NORTHEAST SIDE OF THE MORE SOUTHEASTERLY OF THE SET
 CZ1023'OF CONCRETE PILLARS, 127 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 CZ1023'HIGHWAY 84, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 CZ1023'LEVEL WITH THE TRACKS.
 CZ1023
 CZ1023                          STATION RECOVERY (1980)
 CZ1023
 CZ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1023'RECOVERED IN GOOD CONDITION.
 CZ1023
 CZ1023                          STATION RECOVERY (1980)
 CZ1023
 CZ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1023'RECOVERED IN GOOD CONDITION.
 CZ1023
 CZ1023                          STATION RECOVERY (1984)
 CZ1023
 CZ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1023'RECOVERED IN GOOD CONDITION.
 CZ1023
 CZ1023                          STATION RECOVERY (1991)
 CZ1023
 CZ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1023'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1023'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1023'BOULEVARD) IN CASA GRANDE, SET VERTICALLY IN THE NORTHEAST FACE OF
 CZ1023'THE MOST SOUTHEASTERLY OF 2 CONCRETE COLUMNS OF THE SECOND PIER NORTH
 CZ1023'OF THE SOUTH ABUTMENT OF THE WESTBOUND INTERSTATE HIGHWAY 10 OVERPASS
 CZ1023'OF THE SOUTHERN PACIFIC RAILROAD AND STATE HIGHWAY 84, 38.7 M (127.0
 CZ1023'FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.2 M (20.3
 CZ1023'FT) NORTHEAST OF THE NEAR RAIL, AND 0.7 M (2.3 FT) ABOVE THE GROUND
 CZ1023'SURFACE.
 CZ1023
 CZ1023                          STATION RECOVERY (2007)
 CZ1023
 CZ1023'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0671 ***********************************************************************
 DU0671  DESIGNATION -  M 364
 DU0671  PID         -  DU0671
 DU0671  STATE/COUNTY-  AZ/PINAL
 DU0671  USGS QUAD   -  SACATON NE (1978)
 DU0671
 DU0671                         *CURRENT SURVEY CONTROL
 DU0671  ___________________________________________________________________
 DU0671* NAD 83(1986)-  33 10 30.     (N)    111 32 27.     (W)     SCALED    
 DU0671* NAVD 88     -       455.520  (meters)    1494.49   (feet)  ADJUSTED  
 DU0671  ___________________________________________________________________
 DU0671  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0671  DYNAMIC HT  -         454.971 (meters)    1492.68  (feet)  COMP
 DU0671  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 DU0671  OBS GRAVITY -     979,423.0   (mgal)                       GRAV_OBS
 DU0671
 DU0671  VERT ORDER  -  FIRST     CLASS II
 DU0671
 DU0671.The horizontal coordinates were scaled from a topographic map and have
 DU0671.an estimated accuracy of +/- 6 seconds.
 DU0671
 DU0671.The orthometric height was determined by differential leveling
 DU0671.and adjusted in November 1993.
 DU0671
 DU0671.The geoid height was determined by GEOID03.
 DU0671
 DU0671.The dynamic height is computed by dividing the NAVD 88
 DU0671.geopotential number by the normal gravity value computed on the
 DU0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0671.degrees latitude (g = 980.6199 gals.).
 DU0671
 DU0671.The modeled gravity was interpolated from observed gravity values.
 DU0671.The observed gravity was obtained from relative gravimeter ties
 DU0671.to the IGSN71 gravity network.
 DU0671
 DU0671;                    North         East    Units  Estimated Accuracy
 DU0671;SPC AZ C     -   241,220.      248,410.      MT  (+/- 180 meters Scaled)
 DU0671
 DU0671                          SUPERSEDED SURVEY CONTROL
 DU0671
 DU0671  NGVD 29 (??/??/92)  455.552  (m)         1494.59   (f) ADJ UNCH    1 2
 DU0671
 DU0671.Superseded values are not recommended for survey control.
 DU0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0671.See file dsdata.txt to determine how the superseded data were derived.
 DU0671
 DU0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB495708(NAD 83)
 DU0671_MARKER: DB = BENCH MARK DISK
 DU0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0671_SP_SET: CONCRETE POST
 DU0671_STAMPING: M 364 1967
 DU0671_MARK LOGO: CGS   
 DU0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0671+STABILITY: SURFACE MOTION
 DU0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0671+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DU0671
 DU0671  HISTORY     - Date     Condition        Report By
 DU0671  HISTORY     - 1967     MONUMENTED       CGS
 DU0671  HISTORY     - 19920111 GOOD             NGS
 DU0671  HISTORY     - 20060907 GOOD             GEOCAC
 DU0671
 DU0671                          STATION DESCRIPTION
 DU0671
 DU0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0671'3.8 MI NW FROM MAGMA.
 DU0671'ABOUT 3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0671'STATION SIGN AT MAGMA, IN S 9, T 3 S, R 8 E, 30 1/2 FEET SOUTHWEST OF
 DU0671'THE SOUTHWEST RAIL OF THE TRACKS, 21 FEET SOUTHEAST OF MILEPOST 946,
 DU0671'37 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD WHICH PARALLELS
 DU0671'THE TRACKS, 32 FEET EAST OF THE VENT PIPE FOR A PIPE LINE, 1.3 FEET
 DU0671'NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 DU0671'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0671
 DU0671                          STATION RECOVERY (1992)
 DU0671
 DU0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0671'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0671'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0671'THENCE 11.2 KM (6.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0671'RAILROAD, 14.5 M (47.6 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF
 DU0671'A DIRT ROAD, 9.5 M (31.2 FT) SOUTHWEST OF THE NEAR RAIL, 6.5 M (21.3
 DU0671'FT) SOUTHEAST OF MILEPOST 946, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS
 DU0671'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DU0671
 DU0671                          STATION RECOVERY (2006)
 DU0671
 DU0671'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0070 ***********************************************************************
 DV0070  DESIGNATION -  M 365
 DV0070  PID         -  DV0070
 DV0070  STATE/COUNTY-  AZ/MARICOPA
 DV0070  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0070
 DV0070                         *CURRENT SURVEY CONTROL
 DV0070  ___________________________________________________________________
 DV0070* NAD 83(1986)-  33 41 31.     (N)    112 17 33.     (W)     SCALED    
 DV0070* NAVD 88     -       384.072  (meters)    1260.08   (feet)  ADJUSTED  
 DV0070  ___________________________________________________________________
 DV0070  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0070  DYNAMIC HT  -         383.627 (meters)    1258.62  (feet)  COMP
 DV0070  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 DV0070
 DV0070  VERT ORDER  -  FIRST     CLASS II
 DV0070
 DV0070.The horizontal coordinates were scaled from a topographic map and have
 DV0070.an estimated accuracy of +/- 6 seconds.
 DV0070
 DV0070.The orthometric height was determined by differential leveling
 DV0070.and adjusted in June 1991.
 DV0070
 DV0070.The geoid height was determined by GEOID03.
 DV0070
 DV0070.The dynamic height is computed by dividing the NAVD 88
 DV0070.geopotential number by the normal gravity value computed on the
 DV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0070.degrees latitude (g = 980.6199 gals.).
 DV0070
 DV0070.The modeled gravity was interpolated from observed gravity values.
 DV0070
 DV0070;                    North         East    Units  Estimated Accuracy
 DV0070;SPC AZ C     -   298,550.      178,520.      MT  (+/- 180 meters Scaled)
 DV0070
 DV0070                          SUPERSEDED SURVEY CONTROL
 DV0070
 DV0070  NGVD 29 (??/??/92)  383.462  (m)         1258.07   (f) ADJ UNCH    1 2
 DV0070
 DV0070.Superseded values are not recommended for survey control.
 DV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0070.See file dsdata.txt to determine how the superseded data were derived.
 DV0070
 DV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC802287(NAD 83)
 DV0070_MARKER: DB = BENCH MARK DISK
 DV0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0070_SP_SET: FOUNDATION
 DV0070_STAMPING: M 365 1967
 DV0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0070+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DV0070
 DV0070  HISTORY     - Date     Condition        Report By
 DV0070  HISTORY     - 1967     MONUMENTED       CGS
 DV0070  HISTORY     - 1981     GOOD             NGS
 DV0070  HISTORY     - 20050118 GOOD             MCDOT
 DV0070  HISTORY     - 20060104 GOOD             GEOCAC
 DV0070  HISTORY     - 20071102 GOOD             GEOCAC
 DV0070
 DV0070                          STATION DESCRIPTION
 DV0070
 DV0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0070'6.25 MI N FROM SUN CITY.
 DV0070'ABOUT 6.25 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0070'CITY, IN SECTION 18, T 4 N, R 1 E, 0.25 MILE NORTH OF AN IRRIGATION
 DV0070'WELL WHICH IS LOCATED AT A SLIGHT CURVE IN THE ROAD, AT THE CROSSING
 DV0070'OF THE ROAD AND A POWER LINE, 280 FEET SOUTHWEST OF THE CENTER LINE OF
 DV0070'A GRAVELED ROAD, SET IN THE TOP OF THE EAST SIDE OF THE MORE
 DV0070'NORTHEASTERLY CONCRETE FOUNDATION OF A PYLON, ABOUT 15 INCHES ABOVE
 DV0070'THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DV0070
 DV0070                          STATION RECOVERY (1981)
 DV0070
 DV0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0070'RECOVERED IN GOOD CONDITION.
 DV0070
 DV0070                          STATION RECOVERY (2005)
 DV0070
 DV0070'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 DV0070'STATION RECOVERED. USING GDACS VERTICAL ADJUSTMENT (SEE
 DV0070'WWW.MCDOT.MARICOPA.GOV KEY WORD 'SURVEY' FOR MORE INFORMATION), THE
 DV0070'POINT WAS GPS RTK OBSERVED 4 TIMES EACH WITH 90 EPOCHS EACH AND A
 DV0070'LEAST SQUARE ADJUSTMENT APPLIED. WE MATCHED BY 0.08 FEET. OUR
 DV0070'OBSERVATION WAS LOWER THEN RECORD.
 DV0070'THE MONUMENT IS GPS'ABLE BUT NOT GREAT. SITS AT THE FOOT OF A LARGE
 DV0070'POWER LINE TOWER.
 DV0070
 DV0070                          STATION RECOVERY (2006)
 DV0070
 DV0070'RECOVERY NOTE BY GEOCACHING 2006 (RHT)
 DV0070'RECOVERED AS DESCRIBED, COODINATES OFF JUST ABIT IN LONGITUDE- N 33
 DV0070'41.517 W 112  17.558
 DV0070' 
 DV0070' 
 DV0070
 DV0070                          STATION RECOVERY (2007)
 DV0070
 DV0070'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0214 ***********************************************************************
 DA0214  DESIGNATION -  M 37
 DA0214  PID         -  DA0214
 DA0214  STATE/COUNTY-  AZ/PIMA
 DA0214  USGS QUAD   -  MAISH VAYA (1990)
 DA0214
 DA0214                         *CURRENT SURVEY CONTROL
 DA0214  ___________________________________________________________________
 DA0214* NAD 83(1986)-  32 10 31.     (N)    112 11 21.     (W)     SCALED    
 DA0214* NAVD 88     -       816.09   (+/-2cm)    2677.5    (feet)  VERTCON   
 DA0214  ___________________________________________________________________
 DA0214  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DA0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0214
 DA0214.The horizontal coordinates were scaled from a topographic map and have
 DA0214.an estimated accuracy of +/- 6 seconds.
 DA0214
 DA0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0214.The vertical order pertains to the NGVD 29 superseded value.
 DA0214
 DA0214.The geoid height was determined by GEOID03.
 DA0214
 DA0214;                    North         East    Units  Estimated Accuracy
 DA0214;SPC AZ C     -   130,330.      187,660.      MT  (+/- 180 meters Scaled)
 DA0214
 DA0214                          SUPERSEDED SURVEY CONTROL
 DA0214
 DA0214  NGVD 29 (??/??/92)  815.362  (m)         2675.07   (f) ADJ UNCH    2 0
 DA0214
 DA0214.Superseded values are not recommended for survey control.
 DA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0214.See file dsdata.txt to determine how the superseded data were derived.
 DA0214
 DA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA878604(NAD 83)
 DA0214_MARKER: DB = BENCH MARK DISK
 DA0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0214_STAMPING: 2675.221 M 37 1933
 DA0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0214+STABILITY: SURFACE MOTION
 DA0214
 DA0214  HISTORY     - Date     Condition        Report By
 DA0214  HISTORY     - 1933     MONUMENTED       CGS
 DA0214  HISTORY     - 1934     GOOD             NGS
 DA0214  HISTORY     - 1963     POOR             USGS
 DA0214  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0214  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0214
 DA0214                          STATION DESCRIPTION
 DA0214
 DA0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0214'28.9 MI W FROM SELLS.
 DA0214'28.9 MILES WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT SELLS,
 DA0214'PIMA COUNTY, 2.6 MILES EAST OF THE CHURCH AT POZO BLANCO, ON THE OLD
 DA0214'AJO-TUCSON HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 DA0214'HIGHWAY.  A STANDARD DISK, STAMPED 2675.221 M 37 1933 AND SET IN THE
 DA0214'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE--
 DA0214'BATTERED, BUT LEGIBLE.
 DA0214
 DA0214                          STATION RECOVERY (1963)
 DA0214
 DA0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0214'MARK RECOVERED IN POOR CONDITION.
 DA0214
 DA0214                          STATION RECOVERY (1997)
 DA0214
 DA0214'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0214'MARK NOT FOUND.
 DA0214
 DA0214                          STATION RECOVERY (1999)
 DA0214
 DA0214'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0038 ***********************************************************************
 ES0038  DESIGNATION -  M 37 RESET
 ES0038  PID         -  ES0038
 ES0038  STATE/COUNTY-  AZ/NAVAJO
 ES0038  USGS QUAD   -  PORTER CANYON (1986)
 ES0038
 ES0038                         *CURRENT SURVEY CONTROL
 ES0038  ___________________________________________________________________
 ES0038* NAD 83(1992)-  34 46 25.76022(N)    110 14 26.07800(W)     ADJUSTED  
 ES0038* NAVD 88     -      1681.277  (meters)    5515.99   (feet)  ADJUSTED  
 ES0038  ___________________________________________________________________
 ES0038  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 ES0038  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0038  DYNAMIC HT  -        1678.922 (meters)    5508.26  (feet)  COMP
 ES0038  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 ES0038
 ES0038  HORZ ORDER  -  SECOND
 ES0038  VERT ORDER  -  SECOND    CLASS 0
 ES0038
 ES0038.The horizontal coordinates were established by classical geodetic methods
 ES0038.and adjusted by the National Geodetic Survey in August 1993.
 ES0038
 ES0038.The orthometric height was determined by differential leveling
 ES0038.and adjusted in June 1991.
 ES0038
 ES0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0038
 ES0038.The geoid height was determined by GEOID03.
 ES0038
 ES0038.The dynamic height is computed by dividing the NAVD 88
 ES0038.geopotential number by the normal gravity value computed on the
 ES0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0038.degrees latitude (g = 980.6199 gals.).
 ES0038
 ES0038.The modeled gravity was interpolated from observed gravity values.
 ES0038
 ES0038;                    North         East     Units Scale Factor Converg.
 ES0038;SPC AZ E     -   418,487.396   206,595.003   MT  0.99990056   -0 02 31.8
 ES0038;SPC AZ E     - 1,372,990.14    677,805.13   iFT  0.99990056   -0 02 31.8
 ES0038;UTM  12      - 3,848,223.945   569,489.446   MT  0.99965951   +0 25 59.3
 ES0038
 ES0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0038!SPC AZ E     -   0.99973997  x   0.99990056  =   0.99964056
 ES0038!UTM  12      -   0.99973997  x   0.99965951  =   0.99939957
 ES0038
 ES0038:                Primary Azimuth Mark                     Grid Az
 ES0038:SPC AZ E     -  LOS ANGELES ALBUQ AWY BCN 49             021 36 14.4
 ES0038:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 49             021 07 43.3
 ES0038
 ES0038|---------------------------------------------------------------------|
 ES0038| PID    Reference Object                     Distance      Geod. Az  |
 ES0038|                                                           dddmmss.s |
 ES0038| FQ0728 LOS ANGELES ALBUQ AWY BCN 49        APPROX.30.4 KM 0213342.6 |
 ES0038| CD2284 M 37 RM 1                            10.292 METERS 03451     |
 ES0038| ES1040 LOS ANGELES ALBUQUER AWY BN 50      APPROX.27.0 KM 0383958.6 |
 ES0038| CD1652 ROUTE 377 STA 1251+50 P M                          0435905.2 |
 ES0038| ES0039 F 66                                               0444333.2 |
 ES0038| CD2285 M 37 RM 2                             8.468 METERS 29002     |
 ES0038|---------------------------------------------------------------------|
 ES0038
 ES0038                          SUPERSEDED SURVEY CONTROL
 ES0038
 ES0038  NAD 83(1986)-  34 46 25.75354(N)    110 14 26.08151(W) AD(       ) 2
 ES0038  NAD 27      -  34 46 25.65000(N)    110 14 23.64100(W) AD(       ) 2
 ES0038  NGVD 29 (??/??/92) 1680.421  (m)         5513.18   (f) ADJ UNCH    2 0
 ES0038
 ES0038.Superseded values are not recommended for survey control.
 ES0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0038.See file dsdata.txt to determine how the superseded data were derived.
 ES0038
 ES0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6948948224(NAD 83)
 ES0038_MARKER: DS = TRIANGULATION STATION DISK
 ES0038_SETTING: 66 = SET IN ROCK OUTCROP
 ES0038_SP_SET: RIDGE
 ES0038_STAMPING: M 37 5513 1934
 ES0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0038+STABILITY: POSITION/ELEVATION WELL
 ES0038
 ES0038  HISTORY     - Date     Condition        Report By
 ES0038  HISTORY     - 1974     MONUMENTED       NGS
 ES0038  HISTORY     - 1974     POOR             NGS
 ES0038  HISTORY     - 1978     GOOD             NGS
 ES0038  HISTORY     - 1983     GOOD             AZDT
 ES0038  HISTORY     - 1983     GOOD             NGS
 ES0038
 ES0038                          STATION DESCRIPTION
 ES0038
 ES0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES0038'THE STATION MARK WAS RECOVERED DISTURBED, LEANING ABOUT 1/2 FOOT
 ES0038'TOWARD THE EAST.  REFERENCE MARKS 1 AND 2 WERE IN PLACE IN
 ES0038'GOOD CONDITION.  THE AZIMUTH MARK, BENCH MARK F 66 1934 WAS
 ES0038'SEARCHED FOR AND NOT RECOVERED.  THE STATION MARK WHICH IS SET
 ES0038'IN TOP OF A 2-1/2 FOOT SANDSTONE SLAB WAS RESET ON ORIGINAL
 ES0038'POSITION BY USING THE ANGLES AND DISTANCES TO THE REFERENCE
 ES0038'MARKS.  A UNDERGROUND STATION WAS SET AT THIS TIME AND A NEW
 ES0038'AZIMUTH MARK ESTABLISHED.  THE PRECISE ELEVATIONS ESTABLISHED
 ES0038'FOR THIS MARK WERE LOST.
 ES0038'
 ES0038'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED,
 ES0038'M 37 5513 1934.  IT IS SET IN A DRILL HOLE IN TOP OF A SANDSTONE
 ES0038'SLAB WHICH PROJECTS ABOUT 6 INCHES.  THE MARK IS ABOUT 100 YARDS
 ES0038'NORTH OF THE HIGHEST PART OF THE RIDGE, ABOUT 100 YARDS WEST
 ES0038'OF THE NEW GRADE FOR ARIZONA HIGHWAY 377, 32 FEET WEST OF THE
 ES0038'OLD HIGHWAY GRADE AND 4 FEET EAST OF A WITNESS POST AND SIGN.
 ES0038'
 ES0038'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BM M 37 NO 1
 ES0038'1934 1936.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 ES0038'WHICH PROJECTS ABOUT 2-1/2 INCHES.  IT IS 36 FEET WEST OF THE
 ES0038'CENTER OF THE OLD ROAD AND 34-1/2 FEET NORTH OF THE WITNESS POST.
 ES0038'
 ES0038'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BM M 37 NO 2
 ES0038'1934 1936.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 ES0038'WHICH PROJECTS 6 INCHES.  IT IS 59 FEET WEST OF THE CENTER
 ES0038'OF THE OLD ROAD AND 25-1/2 FEET EAST OF THE WITNESS POST.
 ES0038'
 ES0038'THE 1974 AZIMUTH MARK IS AN ARIZONA HIGHWAYS DISK SET IN TOP
 ES0038'OF A 8 INCH CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 ES0038'GROUND SURFACE.  IT IS STAMPED, P AND M 1251-5D 1973.  THE MARK
 ES0038'IS 47 FEET WEST OF THE CENTER OF THE HIGHWAY AND 4 FEET EAST
 ES0038'OF A WITNESS POST AND SIGN.
 ES0038'
 ES0038'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 ES0038'66 AND 180 AND ARIZONA HIGHWAY 77 IN HOLBROOK, GO SOUTHWEST
 ES0038'ALONG 180 AND 77 FOR 0.8 MILE TO JUNCTION.  CONTINUE SOUTH ALONG
 ES0038'ARIZONA HIGHWAY 77 FOR 1.7 MILES TO JUNCTION WITH ARIZONA
 ES0038'HIGHWAY 377.  TURN RIGHT ALONG 377 FOR 7.9 MILES TO THE
 ES0038'STATION ON THE RIGHT AT THE CREST OF A RIDGE.
 ES0038'
 ES0038'TO REACH THE AZIMUTH MARK FROM THE STATION, BACK TRACK ALONG
 ES0038'THE ROUTE FOR 0.35 MILE TO THE MARK ON THE LEFT.
 ES0038'
 ES0038'NOTE.  NO CHANGE WAS MADE OR ADDED TO STAMPING OF STATION
 ES0038'MARK.
 ES0038'
 ES0038'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES0038'
 ES0038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 ES0038'SOUTH-SOUTHWEST OF HOLBROOK.
 ES0038
 ES0038                          STATION RECOVERY (1974)
 ES0038
 ES0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0038'10.4 MI SW FROM HOLBROOK.
 ES0038'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAYS 180 AND 66 AND ARIZONA HIGHWAY
 ES0038'77 FROM THE JUNCTION IN HOLBROOK, THENCE 1.7 MILES SOUTH ALONG ARIZONA
 ES0038'HIGHWAY 77 TO JUNCTION WITH ARIZONA HIGHWAY 377, THENCE 7.9 MILES
 ES0038'SOUTH ALONG 377 TO THE MARK ON THE RIGHT AT THE TOP OF A RIDGE.
 ES0038
 ES0038                          STATION RECOVERY (1978)
 ES0038
 ES0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ES0038'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 ES0038'DESCRIBED AND FOUND IN GOOD CONDITION.
 ES0038'
 ES0038'THE 1974 DESCRIPTION IS ADEQUATE.
 ES0038'
 ES0038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI.
 ES0038'SOUTH-SOUTHWEST OF HOLBROOK.
 ES0038'
 ES0038'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES0038
 ES0038                          STATION RECOVERY (1983)
 ES0038
 ES0038'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0038'THE STATION WAS RECOVERED AS DESCRIBED IN 1974.
 ES0038
 ES0038                          STATION RECOVERY (1983)
 ES0038
 ES0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0956 ***********************************************************************
 CZ0956  DESIGNATION -  M 38
 CZ0956  PID         -  CZ0956
 CZ0956  STATE/COUNTY-  AZ/PIMA
 CZ0956  USGS QUAD   -  HAIVANA NAKYA (1979)
 CZ0956
 CZ0956                         *CURRENT SURVEY CONTROL
 CZ0956  ___________________________________________________________________
 CZ0956* NAD 83(1986)-  32 00 44.     (N)    111 38 08.     (W)     SCALED    
 CZ0956* NAVD 88     -       959.78   (+/-2cm)    3148.9    (feet)  VERTCON   
 CZ0956  ___________________________________________________________________
 CZ0956  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ0956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0956
 CZ0956.The horizontal coordinates were scaled from a topographic map and have
 CZ0956.an estimated accuracy of +/- 6 seconds.
 CZ0956
 CZ0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0956.The vertical order pertains to the NGVD 29 superseded value.
 CZ0956
 CZ0956.The geoid height was determined by GEOID03.
 CZ0956
 CZ0956;                    North         East    Units  Estimated Accuracy
 CZ0956;SPC AZ C     -   112,260.      239,920.      MT  (+/- 180 meters Scaled)
 CZ0956
 CZ0956                          SUPERSEDED SURVEY CONTROL
 CZ0956
 CZ0956  NGVD 29 (??/??/92)  959.027  (m)         3146.41   (f) ADJ UNCH    2 0
 CZ0956
 CZ0956.Superseded values are not recommended for survey control.
 CZ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0956.See file dsdata.txt to determine how the superseded data were derived.
 CZ0956
 CZ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA399419(NAD 83)
 CZ0956_MARKER: DB = BENCH MARK DISK
 CZ0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0956_STAMPING: 3146.582 M 38 1933
 CZ0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0956+STABILITY: SURFACE MOTION
 CZ0956
 CZ0956  HISTORY     - Date     Condition        Report By
 CZ0956  HISTORY     - 1933     MONUMENTED       CGS
 CZ0956  HISTORY     - 1934     GOOD             NGS
 CZ0956
 CZ0956                          STATION DESCRIPTION
 CZ0956
 CZ0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0956'17.7 MI NE FROM SELLS.
 CZ0956'17.7 MILES NORTHEAST OF SELLS, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0956'REACHED FROM THE POST OFFICE BY GOING 1.5 MILES EAST ALONG A GRAVEL
 CZ0956'ROAD, THENCE 16.2 MILES NORTHEAST ALONG STATE HIGHWAY 86.  IT IS ON
 CZ0956'THE OLD AJO-TUCSON HIGHWAY, 0.1 MILE NORTHEAST OF A RANCH HOUSE AND A
 CZ0956'DIRT ROAD INTERSECTION, 40 YARDS EAST OF A CORNER POLE GUYED TO THE
 CZ0956'SOUTH, AND 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CZ0956'DISK, STAMPED 3146.582 M 38 1933 AND SET IN THE TOP OF A CONCRETE POST
 CZ0956'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0040 ***********************************************************************
 ES0040  DESIGNATION -  M 38
 ES0040  PID         -  ES0040
 ES0040  STATE/COUNTY-  AZ/NAVAJO
 ES0040  USGS QUAD   -  PORTER CANYON (1986)
 ES0040
 ES0040                         *CURRENT SURVEY CONTROL
 ES0040  ___________________________________________________________________
 ES0040* NAD 83(1986)-  34 47 38.     (N)    110 12 59.     (W)     SCALED    
 ES0040* NAVD 88     -      1652.115  (meters)    5420.31   (feet)  ADJUSTED  
 ES0040  ___________________________________________________________________
 ES0040  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0040  DYNAMIC HT  -        1649.808 (meters)    5412.75  (feet)  COMP
 ES0040  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 ES0040
 ES0040  VERT ORDER  -  SECOND    CLASS 0
 ES0040
 ES0040.The horizontal coordinates were scaled from a topographic map and have
 ES0040.an estimated accuracy of +/- 6 seconds.
 ES0040
 ES0040.The orthometric height was determined by differential leveling
 ES0040.and adjusted in June 1991.
 ES0040
 ES0040.The geoid height was determined by GEOID03.
 ES0040
 ES0040.The dynamic height is computed by dividing the NAVD 88
 ES0040.geopotential number by the normal gravity value computed on the
 ES0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0040.degrees latitude (g = 980.6199 gals.).
 ES0040
 ES0040.The modeled gravity was interpolated from observed gravity values.
 ES0040
 ES0040;                    North         East    Units  Estimated Accuracy
 ES0040;SPC AZ E     -   420,710.      208,810.      MT  (+/- 180 meters Scaled)
 ES0040
 ES0040                          SUPERSEDED SURVEY CONTROL
 ES0040
 ES0040  NGVD 29 (??/??/92) 1651.264  (m)         5417.52   (f) ADJ UNCH    2 0
 ES0040
 ES0040.Superseded values are not recommended for survey control.
 ES0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0040.See file dsdata.txt to determine how the superseded data were derived.
 ES0040
 ES0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD716504(NAD 83)
 ES0040_MARKER: DD = SURVEY DISK
 ES0040_SETTING: 66 = SET IN ROCK OUTCROP
 ES0040_SP_SET: ROCK OUTCROP
 ES0040_STAMPING: M-38 1934
 ES0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0040+STABILITY: POSITION/ELEVATION WELL
 ES0040
 ES0040  HISTORY     - Date     Condition        Report By
 ES0040  HISTORY     - 1934     MONUMENTED       USGS
 ES0040  HISTORY     - 1934     GOOD             NGS
 ES0040  HISTORY     - 1983     GOOD             NGS
 ES0040
 ES0040                          STATION DESCRIPTION
 ES0040
 ES0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0040'9.2 MI SW FROM HOLBROOK.
 ES0040'ON GLOBE TO HOLBROOK HIWAY.  40 FEET NORTH OF CENTER LINE OF ROAD SET
 ES0040'IN TOP OF A SANDSTONE OUT CROP.
 ES0040
 ES0040                          STATION RECOVERY (1983)
 ES0040
 ES0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0285 ***********************************************************************
 FR0285  DESIGNATION -  M 385
 FR0285  PID         -  FR0285
 FR0285  STATE/COUNTY-  AZ/COCONINO
 FR0285  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0285
 FR0285                         *CURRENT SURVEY CONTROL
 FR0285  ___________________________________________________________________
 FR0285* NAD 83(1986)-  35 22 16.     (N)    112 50 20.     (W)     SCALED    
 FR0285* NAVD 88     -      1640.138  (meters)    5381.02   (feet)  POSTED    
 FR0285  ___________________________________________________________________
 FR0285  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 FR0285  DYNAMIC HT  -        1637.940 (meters)    5373.81  (feet)  COMP
 FR0285  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 FR0285
 FR0285  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0285
 FR0285.The horizontal coordinates were scaled from a topographic map and have
 FR0285.an estimated accuracy of +/- 6 seconds.
 FR0285
 FR0285.The orthometric height was determined by differential leveling
 FR0285.and adjusted by the  in 1992.
 FR0285.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0285.rate of 0.0 thru 1.0 mm/km.
 FR0285
 FR0285.The geoid height was determined by GEOID03.
 FR0285
 FR0285.The dynamic height is computed by dividing the NAVD 88
 FR0285.geopotential number by the normal gravity value computed on the
 FR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0285.degrees latitude (g = 980.6199 gals.).
 FR0285
 FR0285.The modeled gravity was interpolated from observed gravity values.
 FR0285
 FR0285;                    North         East    Units  Estimated Accuracy
 FR0285;SPC AZ C     -   485,130.      129,560.      MT  (+/- 180 meters Scaled)
 FR0285
 FR0285                          SUPERSEDED SURVEY CONTROL
 FR0285
 FR0285  NGVD 29 (??/??/92) 1639.214  (m)         5377.99   (f) ADJ UNCH    2 0
 FR0285
 FR0285.Superseded values are not recommended for survey control.
 FR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0285.See file dsdata.txt to determine how the superseded data were derived.
 FR0285
 FR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE329157(NAD 83)
 FR0285_MARKER: DB = BENCH MARK DISK
 FR0285_SETTING: 66 = SET IN ROCK OUTCROP
 FR0285_SP_SET: OUTCROP
 FR0285_STAMPING: M 385 1968
 FR0285_MARK LOGO: CGS   
 FR0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0285+STABILITY: POSITION/ELEVATION WELL
 FR0285
 FR0285  HISTORY     - Date     Condition        Report By
 FR0285  HISTORY     - 1968     MONUMENTED       CGS
 FR0285  HISTORY     - 1982     GOOD             NGS
 FR0285
 FR0285                          STATION DESCRIPTION
 FR0285
 FR0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0285'4.7 MI NE FROM SELIGMAN.
 FR0285'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0285'THE STATION AT SELIGMAN, THENCE 3.65 MILES NORTH ALONG A DIRT ROAD,
 FR0285'0.2 MILE NORTH OF A GATE ACROSS THE ROAD, AT THE JUNCTION OF A TRACK
 FR0285'ROAD NORTH-NORTHEAST, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT
 FR0285'1/2 FOOT ABOVE THE GROUND, 111 FEET EAST OF THE CENTER LINE OF THE
 FR0285'ROAD, 116 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 1.5 FEET WEST
 FR0285'OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 FR0285
 FR0285                          STATION RECOVERY (1982)
 FR0285
 FR0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0304 ***********************************************************************
 FR0304  DESIGNATION -  M 386
 FR0304  PID         -  FR0304
 FR0304  STATE/COUNTY-  AZ/COCONINO
 FR0304  USGS QUAD   -  RHODES CANYON (1981)
 FR0304
 FR0304                         *CURRENT SURVEY CONTROL
 FR0304  ___________________________________________________________________
 FR0304* NAD 83(1986)-  35 33 03.     (N)    112 52 42.     (W)     SCALED    
 FR0304* NAVD 88     -      1805.248  (meters)    5922.72   (feet)  POSTED    
 FR0304  ___________________________________________________________________
 FR0304  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 FR0304  DYNAMIC HT  -        1802.800 (meters)    5914.69  (feet)  COMP
 FR0304  MODELED GRAV-     979,215.5   (mgal)                       NAVD 88
 FR0304
 FR0304  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0304
 FR0304.The horizontal coordinates were scaled from a topographic map and have
 FR0304.an estimated accuracy of +/- 6 seconds.
 FR0304
 FR0304.The orthometric height was determined by differential leveling
 FR0304.and adjusted by the  in 1992.
 FR0304.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0304.rate of 0.0 thru 1.0 mm/km.
 FR0304
 FR0304.The geoid height was determined by GEOID03.
 FR0304
 FR0304.The dynamic height is computed by dividing the NAVD 88
 FR0304.geopotential number by the normal gravity value computed on the
 FR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0304.degrees latitude (g = 980.6199 gals.).
 FR0304
 FR0304.The modeled gravity was interpolated from observed gravity values.
 FR0304
 FR0304;                    North         East    Units  Estimated Accuracy
 FR0304;SPC AZ C     -   505,110.      126,170.      MT  (+/- 180 meters Scaled)
 FR0304
 FR0304                          SUPERSEDED SURVEY CONTROL
 FR0304
 FR0304  NGVD 29 (??/??/92) 1804.292  (m)         5919.58   (f) ADJ UNCH    2 0
 FR0304
 FR0304.Superseded values are not recommended for survey control.
 FR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0304.See file dsdata.txt to determine how the superseded data were derived.
 FR0304
 FR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE297357(NAD 83)
 FR0304_MARKER: DB = BENCH MARK DISK
 FR0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0304_SP_SET: ROD
 FR0304_STAMPING: M 386 1968
 FR0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0304
 FR0304  HISTORY     - Date     Condition        Report By
 FR0304  HISTORY     - 1968     MONUMENTED       CGS
 FR0304
 FR0304                          STATION DESCRIPTION
 FR0304
 FR0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0304'18.8 MI N FROM SELIGMAN.
 FR0304'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0304'THE STATION AT SELIGMAN, THENCE 17.75 MILES NORTH ALONG A DIRT ROAD,
 FR0304'0.3 MILE SOUTH OF A METAL GATE, 41 FEET EAST OF THE CENTER LINE OF THE
 FR0304'ROAD, 52 FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT
 FR0304'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8 INCH COPPER COATED ROD
 FR0304'DRIVEN IN THE GROUND.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN
 FR0304'ORANGEBURG PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0057 ***********************************************************************
 FR0057  DESIGNATION -  M 387
 FR0057  PID         -  FR0057
 FR0057  STATE/COUNTY-  AZ/COCONINO
 FR0057  USGS QUAD   -  MARKHAM DAM (1980)
 FR0057
 FR0057                         *CURRENT SURVEY CONTROL
 FR0057  ___________________________________________________________________
 FR0057* NAD 83(1986)-  35 44 20.     (N)    112 23 00.     (W)     SCALED    
 FR0057* NAVD 88     -      1716.832  (meters)    5632.64   (feet)  POSTED    
 FR0057  ___________________________________________________________________
 FR0057  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FR0057  DYNAMIC HT  -        1714.600 (meters)    5625.32  (feet)  COMP
 FR0057  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 FR0057
 FR0057  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0057
 FR0057.The horizontal coordinates were scaled from a topographic map and have
 FR0057.an estimated accuracy of +/- 6 seconds.
 FR0057
 FR0057.The orthometric height was determined by differential leveling
 FR0057.and adjusted by the  in 1992.
 FR0057.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0057.rate of 0.0 thru 1.0 mm/km.
 FR0057
 FR0057.The geoid height was determined by GEOID03.
 FR0057
 FR0057.The dynamic height is computed by dividing the NAVD 88
 FR0057.geopotential number by the normal gravity value computed on the
 FR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0057.degrees latitude (g = 980.6199 gals.).
 FR0057
 FR0057.The modeled gravity was interpolated from observed gravity values.
 FR0057
 FR0057;                    North         East    Units  Estimated Accuracy
 FR0057;SPC AZ C     -   525,640.      171,150.      MT  (+/- 180 meters Scaled)
 FR0057
 FR0057                          SUPERSEDED SURVEY CONTROL
 FR0057
 FR0057  NGVD 29 (??/??/92) 1715.979  (m)         5629.84   (f) ADJ UNCH    2 0
 FR0057
 FR0057.Superseded values are not recommended for survey control.
 FR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0057.See file dsdata.txt to determine how the superseded data were derived.
 FR0057
 FR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE749558(NAD 83)
 FR0057_MARKER: DB = BENCH MARK DISK
 FR0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0057_SP_SET: FOUNDATION
 FR0057_STAMPING: M 387 1968
 FR0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0057
 FR0057  HISTORY     - Date     Condition        Report By
 FR0057  HISTORY     - 1968     MONUMENTED       CGS
 FR0057
 FR0057                          STATION DESCRIPTION
 FR0057
 FR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0057'7.65 MI W FROM WILLAHA.
 FR0057'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0057'THE SIDING SIGN AT WILLAHA, THENCE 6.85 MILES WEST ALONG A STEEL TOWER
 FR0057'POWER LINE, 3 TOWERS WEST OF BENCH MARK L 387, IN THE TOP OF THE
 FR0057'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF TOWER 782, 51 FEET
 FR0057'NORTH OF THE CENTER LINE OF A ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FR0057'ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0330 ***********************************************************************
 FR0330  DESIGNATION -  M 388
 FR0330  PID         -  FR0330
 FR0330  STATE/COUNTY-  AZ/COCONINO
 FR0330  USGS QUAD   -  BLACK TANK (1980)
 FR0330
 FR0330                         *CURRENT SURVEY CONTROL
 FR0330  ___________________________________________________________________
 FR0330* NAD 83(1986)-  35 41 43.     (N)    112 43 53.     (W)     SCALED    
 FR0330* NAVD 88     -      1759.288  (meters)    5771.93   (feet)  POSTED    
 FR0330  ___________________________________________________________________
 FR0330  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FR0330  DYNAMIC HT  -        1756.990 (meters)    5764.39  (feet)  COMP
 FR0330  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 FR0330
 FR0330  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0330
 FR0330.The horizontal coordinates were scaled from a topographic map and have
 FR0330.an estimated accuracy of +/- 6 seconds.
 FR0330
 FR0330.The orthometric height was determined by differential leveling
 FR0330.and adjusted by the  in 1992.
 FR0330.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0330.rate of 0.0 thru 1.0 mm/km.
 FR0330
 FR0330.The geoid height was determined by GEOID03.
 FR0330
 FR0330.The dynamic height is computed by dividing the NAVD 88
 FR0330.geopotential number by the normal gravity value computed on the
 FR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0330.degrees latitude (g = 980.6199 gals.).
 FR0330
 FR0330.The modeled gravity was interpolated from observed gravity values.
 FR0330
 FR0330;                    North         East    Units  Estimated Accuracy
 FR0330;SPC AZ C     -   521,010.      139,630.      MT  (+/- 180 meters Scaled)
 FR0330
 FR0330                          SUPERSEDED SURVEY CONTROL
 FR0330
 FR0330  NGVD 29 (??/??/92) 1758.408  (m)         5769.04   (f) ADJ UNCH    2 0
 FR0330
 FR0330.Superseded values are not recommended for survey control.
 FR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0330.See file dsdata.txt to determine how the superseded data were derived.
 FR0330
 FR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE433515(NAD 83)
 FR0330_MARKER: DB = BENCH MARK DISK
 FR0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0330_SP_SET: FOUNDATION
 FR0330_STAMPING: M 388 1968
 FR0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0330
 FR0330  HISTORY     - Date     Condition        Report By
 FR0330  HISTORY     - 1968     MONUMENTED       CGS
 FR0330
 FR0330                          STATION DESCRIPTION
 FR0330
 FR0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0330'27.95 MI W FROM WILLAHA.
 FR0330'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0330'THE SIDING SIGN AT WILLAHA, THENCE 27.15 MILES WEST ALONG A STEEL
 FR0330'TOWER POWER LINE, 4 TOWERS WEST OF BENCH MARK L 388, IN THE TOP OF THE
 FR0330'CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF STEEL TOWER 846, 65 FEET
 FR0330'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0330'ROAD, AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0062 ***********************************************************************
 GQ0062  DESIGNATION -  M 389
 GQ0062  PID         -  GQ0062
 GQ0062  STATE/COUNTY-  AZ/COCONINO
 GQ0062  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0062
 GQ0062                         *CURRENT SURVEY CONTROL
 GQ0062  ___________________________________________________________________
 GQ0062* NAD 83(1986)-  36 00 34.     (N)    112 48 41.     (W)     SCALED    
 GQ0062* NAVD 88     -      1805.168  (meters)    5922.46   (feet)  POSTED    
 GQ0062  ___________________________________________________________________
 GQ0062  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 GQ0062  DYNAMIC HT  -        1802.860 (meters)    5914.88  (feet)  COMP
 GQ0062  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 GQ0062
 GQ0062  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0062
 GQ0062.The horizontal coordinates were scaled from a topographic map and have
 GQ0062.an estimated accuracy of +/- 6 seconds.
 GQ0062
 GQ0062.The orthometric height was determined by differential leveling
 GQ0062.and adjusted by the  in 1992.
 GQ0062.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0062.was located on a no-check spur therefore a value was not computed.
 GQ0062.No vertical observational check was made to the station.
 GQ0062
 GQ0062.The geoid height was determined by GEOID03.
 GQ0062
 GQ0062.The dynamic height is computed by dividing the NAVD 88
 GQ0062.geopotential number by the normal gravity value computed on the
 GQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0062.degrees latitude (g = 980.6199 gals.).
 GQ0062
 GQ0062.The modeled gravity was interpolated from observed gravity values.
 GQ0062
 GQ0062;                    North         East    Units  Estimated Accuracy
 GQ0062;SPC AZ C     -   555,930.      132,710.      MT  (+/- 180 meters Scaled)
 GQ0062
 GQ0062                          SUPERSEDED SURVEY CONTROL
 GQ0062
 GQ0062  NGVD 29 (??/??/92) 1804.273  (m)         5919.52   (f) ADJ UNCH    2 0
 GQ0062
 GQ0062.Superseded values are not recommended for survey control.
 GQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0062.See file dsdata.txt to determine how the superseded data were derived.
 GQ0062
 GQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE367865(NAD 83)
 GQ0062_MARKER: DB = BENCH MARK DISK
 GQ0062_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0062_SP_SET: OUTCROP
 GQ0062_STAMPING: M 389 1968
 GQ0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0062+STABILITY: POSITION/ELEVATION WELL
 GQ0062
 GQ0062  HISTORY     - Date     Condition        Report By
 GQ0062  HISTORY     - 1968     MONUMENTED       CGS
 GQ0062
 GQ0062                          STATION DESCRIPTION
 GQ0062
 GQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GQ0062'51.9 MI NE FROM PEACH SPRINGS.
 GQ0062'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 GQ0062'SPRINGS, THENCE 44.65 MILES NORTHEAST ALONG HUALAPAI INDIAN
 GQ0062'RESERVATION ROAD, 0.4 MILE NORTHEAST OF THE T JUNCTION OF TELEPHONE
 GQ0062'LINES, IN THE TOP OF A SMALL OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT
 GQ0062'ABOVE THE GROUND, 46 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GQ0062'137 FEET NORTHEAST OF A TELEPHONE POLE, 1.3 FEET NORTHWEST OF A
 GQ0062'WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0361 ***********************************************************************
 DT0361  DESIGNATION -  M 39
 DT0361  PID         -  DT0361
 DT0361  STATE/COUNTY-  AZ/GREENLEE
 DT0361  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0361
 DT0361                         *CURRENT SURVEY CONTROL
 DT0361  ___________________________________________________________________
 DT0361* NAD 83(1986)-  33 06 15.     (N)    109 03 56.     (W)     SCALED    
 DT0361* NAVD 88     -      1726.995  (meters)    5665.98   (feet)  ADJUSTED  
 DT0361  ___________________________________________________________________
 DT0361  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DT0361  DYNAMIC HT  -        1724.354 (meters)    5657.32  (feet)  COMP
 DT0361  MODELED GRAV-     979,047.4   (mgal)                       NAVD 88
 DT0361
 DT0361  VERT ORDER  -  SECOND    CLASS 0
 DT0361
 DT0361.The horizontal coordinates were scaled from a topographic map and have
 DT0361.an estimated accuracy of +/- 6 seconds.
 DT0361
 DT0361.The orthometric height was determined by differential leveling
 DT0361.and adjusted in June 1991.
 DT0361
 DT0361.The geoid height was determined by GEOID03.
 DT0361
 DT0361.The dynamic height is computed by dividing the NAVD 88
 DT0361.geopotential number by the normal gravity value computed on the
 DT0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0361.degrees latitude (g = 980.6199 gals.).
 DT0361
 DT0361.The modeled gravity was interpolated from observed gravity values.
 DT0361
 DT0361;                    North         East    Units  Estimated Accuracy
 DT0361;SPC AZ E     -   233,840.      316,130.      MT  (+/- 180 meters Scaled)
 DT0361
 DT0361                          SUPERSEDED SURVEY CONTROL
 DT0361
 DT0361  NGVD 29 (??/??/92) 1726.131  (m)         5663.15   (f) ADJ UNCH    2 0
 DT0361
 DT0361.Superseded values are not recommended for survey control.
 DT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0361.See file dsdata.txt to determine how the superseded data were derived.
 DT0361
 DT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB805645(NAD 83)
 DT0361_MARKER: DB = BENCH MARK DISK
 DT0361_SETTING: 66 = SET IN ROCK OUTCROP
 DT0361_SP_SET: COLORED ROCK
 DT0361_STAMPING: M 39 1934
 DT0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0361+STABILITY: POSITION/ELEVATION WELL
 DT0361
 DT0361  HISTORY     - Date     Condition        Report By
 DT0361  HISTORY     - 1934     MONUMENTED       CGS
 DT0361
 DT0361                          STATION DESCRIPTION
 DT0361
 DT0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0361'8.1 MI W FROM MULE CREEK, NM.
 DT0361'ON STATE HWY. NO. 78, 1.5 MILES WEST OF ARIZONA-NEW MEX. STATE LINE,
 DT0361'0.7 MILE NORTH EAST OF RANCH HOUSE FORMERLY CALLED WHITE MULE STATION,
 DT0361'75 FT. NORTH OF BASE OF LOOSE ROCKY HILL, AND 50 FT. NORTH OF CENTER
 DT0361'LINE OF HWY. ON TOP OF DARK COLORED ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0041 ***********************************************************************
 ES0041  DESIGNATION -  M 39
 ES0041  PID         -  ES0041
 ES0041  STATE/COUNTY-  AZ/NAVAJO
 ES0041  USGS QUAD   -  PORTER CANYON (1986)
 ES0041
 ES0041                         *CURRENT SURVEY CONTROL
 ES0041  ___________________________________________________________________
 ES0041* NAD 83(1986)-  34 48 56.     (N)    110 12 09.     (W)     SCALED    
 ES0041* NAVD 88     -      1649.299  (meters)    5411.08   (feet)  ADJUSTED  
 ES0041  ___________________________________________________________________
 ES0041  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0041  DYNAMIC HT  -        1647.002 (meters)    5403.54  (feet)  COMP
 ES0041  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 ES0041
 ES0041  VERT ORDER  -  SECOND    CLASS 0
 ES0041
 ES0041.The horizontal coordinates were scaled from a topographic map and have
 ES0041.an estimated accuracy of +/- 6 seconds.
 ES0041
 ES0041.The orthometric height was determined by differential leveling
 ES0041.and adjusted in June 1991.
 ES0041
 ES0041.The geoid height was determined by GEOID03.
 ES0041
 ES0041.The dynamic height is computed by dividing the NAVD 88
 ES0041.geopotential number by the normal gravity value computed on the
 ES0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0041.degrees latitude (g = 980.6199 gals.).
 ES0041
 ES0041.The modeled gravity was interpolated from observed gravity values.
 ES0041
 ES0041;                    North         East    Units  Estimated Accuracy
 ES0041;SPC AZ E     -   423,120.      210,080.      MT  (+/- 180 meters Scaled)
 ES0041
 ES0041                          SUPERSEDED SURVEY CONTROL
 ES0041
 ES0041  NGVD 29 (??/??/92) 1648.452  (m)         5408.30   (f) ADJ UNCH    2 0
 ES0041
 ES0041.Superseded values are not recommended for survey control.
 ES0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0041.See file dsdata.txt to determine how the superseded data were derived.
 ES0041
 ES0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD729528(NAD 83)
 ES0041_MARKER: DD = SURVEY DISK
 ES0041_SETTING: 66 = SET IN ROCK OUTCROP
 ES0041_SP_SET: ROCK OUTCROP
 ES0041_STAMPING: M-39 1934
 ES0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0041+STABILITY: POSITION/ELEVATION WELL
 ES0041
 ES0041  HISTORY     - Date     Condition        Report By
 ES0041  HISTORY     - 1934     MONUMENTED       USGS
 ES0041  HISTORY     - 1934     GOOD             NGS
 ES0041  HISTORY     - 1956     MARK NOT FOUND   USGS
 ES0041  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0041
 ES0041                          STATION DESCRIPTION
 ES0041
 ES0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0041'7.5 MI SW FROM HOLBROOK.
 ES0041'ON GLOBE TO HOLBROOK HIWAY.  100 FEET WEST OF A FENCE LINE AND 25 FEET
 ES0041'SOUTH OF CENTER LINE OF ROAD.  SET IN TOP OF A ROCK OUTCROP.
 ES0041
 ES0041                          STATION RECOVERY (1956)
 ES0041
 ES0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ES0041'MARK NOT FOUND.
 ES0041
 ES0041                          STATION RECOVERY (1983)
 ES0041
 ES0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0531 ***********************************************************************
 FR0531  DESIGNATION -  M 391
 FR0531  PID         -  FR0531
 FR0531  STATE/COUNTY-  AZ/MOHAVE
 FR0531  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0531
 FR0531                         *CURRENT SURVEY CONTROL
 FR0531  ___________________________________________________________________
 FR0531* NAD 83(1986)-  35 11 57.     (N)    113 59 48.     (W)     SCALED    
 FR0531* NAVD 88     -      1105.639  (meters)    3627.42   (feet)  ADJUSTED  
 FR0531  ___________________________________________________________________
 FR0531  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FR0531  DYNAMIC HT  -        1104.321 (meters)    3623.09  (feet)  COMP
 FR0531  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 FR0531
 FR0531  VERT ORDER  -  FIRST     CLASS II
 FR0531
 FR0531.The horizontal coordinates were scaled from a topographic map and have
 FR0531.an estimated accuracy of +/- 6 seconds.
 FR0531
 FR0531.The orthometric height was determined by differential leveling
 FR0531.and adjusted in June 1991.
 FR0531
 FR0531.The geoid height was determined by GEOID03.
 FR0531
 FR0531.The dynamic height is computed by dividing the NAVD 88
 FR0531.geopotential number by the normal gravity value computed on the
 FR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0531.degrees latitude (g = 980.6199 gals.).
 FR0531
 FR0531.The modeled gravity was interpolated from observed gravity values.
 FR0531
 FR0531;                    North         East    Units  Estimated Accuracy
 FR0531;SPC AZ W     -   465,710.      190,900.      MT  (+/- 180 meters Scaled)
 FR0531
 FR0531                          SUPERSEDED SURVEY CONTROL
 FR0531
 FR0531  NGVD 29 (??/??/92) 1104.830  (m)         3624.76   (f) ADJ UNCH    1 2
 FR0531
 FR0531.Superseded values are not recommended for survey control.
 FR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0531.See file dsdata.txt to determine how the superseded data were derived.
 FR0531
 FR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD271992(NAD 83)
 FR0531_MARKER: DB = BENCH MARK DISK
 FR0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0531_STAMPING: M 391 1962
 FR0531_MARK LOGO: CGS   
 FR0531_PROJECTION: PROJECTING 5 CENTIMETERS
 FR0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0531+STABILITY: SURFACE MOTION
 FR0531
 FR0531  HISTORY     - Date     Condition        Report By
 FR0531  HISTORY     - 1962     MONUMENTED       CGS
 FR0531  HISTORY     - 1970     GOOD             USGS
 FR0531  HISTORY     - 1982     GOOD             NGS
 FR0531
 FR0531                          STATION DESCRIPTION
 FR0531
 FR0531'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0531'1.8 MI E FROM KINGMAN.
 FR0531'ABOUT 1.8 MI. EAST ALONG THE FORMER U.S. 93 HIGHWAY, NOW A DEAD END
 FR0531'ROAD, FROM ITS JUNC. WITH US 66 HIGHWAY IN THE NORTHEAST PART OF
 FR0531'KINGMAN, OPPOSITE LEWIS KINGMAN PARK, ABOUT 0.10 MI. WEST OF MILE POST
 FR0531'75, 31 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE CULVERT, 40
 FR0531'FT. WEST OF A METAL GATE, AND 1 FOOT SOUTH OF R/W FENCE, SET IN A
 FR0531'CONCRETE POST PROJECTING 3 INCHES.
 FR0531
 FR0531                          STATION RECOVERY (1982)
 FR0531
 FR0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0531'3.9 KM (2.4 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0531'RAILROAD FROM THE STATION AT KINGMAN, THENCE 3.2 KM (2.0 MILES ) EAST
 FR0531'ALONG LOUIS AVE (OLD HIGHWAY 93), 23.7 METERS (31.0 FT) NORTH OF THE
 FR0531'CENTERLINE OF LOUISE AVE. (OLD HIGHWAY 93), 23.7 METERS (31.0 FT) EAST
 FR0531'OF THE NORTH END OF A CULVERT FOR A SMALL WASH.
 FR0531'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FR0531'THE MARK IS ABOVE LEVEL WITH THE AVE..
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0420 ***********************************************************************
 FR0420  DESIGNATION -  M 392
 FR0420  PID         -  FR0420
 FR0420  STATE/COUNTY-  AZ/MOHAVE
 FR0420  USGS QUAD   -  BULL SPRING (1980)
 FR0420
 FR0420                         *CURRENT SURVEY CONTROL
 FR0420  ___________________________________________________________________
 FR0420* NAD 83(1986)-  35 10 55.     (N)    113 28 16.     (W)     SCALED    
 FR0420* NAVD 88     -      1413.249  (meters)    4636.63   (feet)  POSTED    
 FR0420  ___________________________________________________________________
 FR0420  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FR0420  DYNAMIC HT  -        1411.430 (meters)    4630.67  (feet)  COMP
 FR0420  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 FR0420
 FR0420  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0420
 FR0420.The horizontal coordinates were scaled from a topographic map and have
 FR0420.an estimated accuracy of +/- 6 seconds.
 FR0420
 FR0420.The orthometric height was determined by differential leveling
 FR0420.and adjusted by the  in 1992.
 FR0420.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0420.rate of 0.0 thru 1.0 mm/km.
 FR0420
 FR0420.The geoid height was determined by GEOID03.
 FR0420
 FR0420.The dynamic height is computed by dividing the NAVD 88
 FR0420.geopotential number by the normal gravity value computed on the
 FR0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0420.degrees latitude (g = 980.6199 gals.).
 FR0420
 FR0420.The modeled gravity was interpolated from observed gravity values.
 FR0420
 FR0420;                    North         East    Units  Estimated Accuracy
 FR0420;SPC AZ W     -   463,810.      238,760.      MT  (+/- 180 meters Scaled)
 FR0420
 FR0420                          SUPERSEDED SURVEY CONTROL
 FR0420
 FR0420  NGVD 29 (??/??/92) 1412.387  (m)         4633.81   (f) ADJ UNCH    2 0
 FR0420
 FR0420.Superseded values are not recommended for survey control.
 FR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0420.See file dsdata.txt to determine how the superseded data were derived.
 FR0420
 FR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD749960(NAD 83)
 FR0420_MARKER: DB = BENCH MARK DISK
 FR0420_SETTING: 66 = SET IN ROCK OUTCROP
 FR0420_SP_SET: ROCK OUTCROP
 FR0420_STAMPING: M 392 1962
 FR0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0420+STABILITY: POSITION/ELEVATION WELL
 FR0420
 FR0420  HISTORY     - Date     Condition        Report By
 FR0420  HISTORY     - 1962     MONUMENTED       CGS
 FR0420  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0420
 FR0420                          STATION DESCRIPTION
 FR0420
 FR0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0420'40.2 MI NE FROM KINGMAN.
 FR0420'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0420'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0420'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0420'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 10.7 MILES
 FR0420'EAST ALONG THE DIRT ROAD TO A PIPE LINE CROSSING, THENCE 0.4 MILE EAST
 FR0420'ALONG THE PIPE LINE, 140 FEET SOUTH OF THE CENTER OF THE PIPE LINE
 FR0420'ROAD, 41.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE
 FR0420'LEVEL OF THE PIPE LINE ROAD, AND SET IN TOP OF A 3 BY 3 FOOT ROCK
 FR0420'OUTCROP PROJECTING 1 FOOT.
 FR0420
 FR0420                          STATION RECOVERY (1975)
 FR0420
 FR0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0421 ***********************************************************************
 FR0421  DESIGNATION -  M 392 RESET
 FR0421  PID         -  FR0421
 FR0421  STATE/COUNTY-  AZ/MOHAVE
 FR0421  USGS QUAD   -  BULL SPRING (1980)
 FR0421
 FR0421                         *CURRENT SURVEY CONTROL
 FR0421  ___________________________________________________________________
 FR0421* NAD 83(1986)-  35 10 55.     (N)    113 28 16.     (W)     SCALED    
 FR0421* NAVD 88     -      1409.49   (+/-2cm)    4624.3    (feet)  VERTCON   
 FR0421  ___________________________________________________________________
 FR0421  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FR0421  VERT ORDER  -  THIRD (See Below)
 FR0421
 FR0421.The horizontal coordinates were scaled from a topographic map and have
 FR0421.an estimated accuracy of +/- 6 seconds.
 FR0421
 FR0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0421.The vertical order pertains to the NGVD 29 superseded value.
 FR0421
 FR0421.The geoid height was determined by GEOID03.
 FR0421
 FR0421;                    North         East    Units  Estimated Accuracy
 FR0421;SPC AZ W     -   463,810.      238,760.      MT  (+/- 180 meters Scaled)
 FR0421
 FR0421                          SUPERSEDED SURVEY CONTROL
 FR0421
 FR0421  NGVD 29 (??/??/??) 1408.59   (m)         4621.3    (f) RESET       3  
 FR0421
 FR0421.Superseded values are not recommended for survey control.
 FR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0421.See file dsdata.txt to determine how the superseded data were derived.
 FR0421
 FR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD749960(NAD 83)
 FR0421_MARKER: DB = BENCH MARK DISK
 FR0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0421_STAMPING: M 392 RESET 1966
 FR0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0421+STABILITY: SURFACE MOTION
 FR0421
 FR0421  HISTORY     - Date     Condition        Report By
 FR0421  HISTORY     - 1966     MONUMENTED       AZDT
 FR0421  HISTORY     - 1967     GOOD             NGS
 FR0421
 FR0421                          STATION DESCRIPTION
 FR0421
 FR0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FR0421'40.2 MI NE FROM KINGMAN.
 FR0421'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0421'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN FROM THE JUNCTION OF A
 FR0421'ROAD NORTH TO HACKBERRY, THENCE 5 MILES NORTH ALONG THE HACKBERRY ROAD
 FR0421'TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 10.7
 FR0421'MILES EAST ALONG THE DIRT ROAD TO A PIPE LINE CROSSING, THENCE 0.4
 FR0421'MILE EAST ALONG THE PIPE LINE, 174 FEET SOUTH OF THE CENTER OF THE
 FR0421'PIPE LINE ROAD, 6 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT
 FR0421'16 FEET BELOW THE LEVEL OF THE PIPE LINE ROAD, SET IN THE TOP OF A
 FR0421'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0464 ***********************************************************************
 FR0464  DESIGNATION -  M 393
 FR0464  PID         -  FR0464
 FR0464  STATE/COUNTY-  AZ/YAVAPAI
 FR0464  USGS QUAD   -  YAMPAI SE (1981)
 FR0464
 FR0464                         *CURRENT SURVEY CONTROL
 FR0464  ___________________________________________________________________
 FR0464* NAD 83(1986)-  35 17 01.     (N)    113 05 23.     (W)     SCALED    
 FR0464* NAVD 88     -      1726.130  (meters)    5663.14   (feet)  POSTED    
 FR0464  ___________________________________________________________________
 FR0464  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FR0464  DYNAMIC HT  -        1723.810 (meters)    5655.53  (feet)  COMP
 FR0464  MODELED GRAV-     979,229.1   (mgal)                       NAVD 88
 FR0464
 FR0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0464
 FR0464.The horizontal coordinates were scaled from a topographic map and have
 FR0464.an estimated accuracy of +/- 6 seconds.
 FR0464
 FR0464.The orthometric height was determined by differential leveling
 FR0464.and adjusted by the  in 1992.
 FR0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0464.rate of 0.0 thru 1.0 mm/km.
 FR0464
 FR0464.The geoid height was determined by GEOID03.
 FR0464
 FR0464.The dynamic height is computed by dividing the NAVD 88
 FR0464.geopotential number by the normal gravity value computed on the
 FR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0464.degrees latitude (g = 980.6199 gals.).
 FR0464
 FR0464.The modeled gravity was interpolated from observed gravity values.
 FR0464
 FR0464;                    North         East    Units  Estimated Accuracy
 FR0464;SPC AZ C     -   475,670.      106,650.      MT  (+/- 180 meters Scaled)
 FR0464
 FR0464                          SUPERSEDED SURVEY CONTROL
 FR0464
 FR0464  NGVD 29 (??/??/92) 1725.196  (m)         5660.08   (f) ADJ UNCH    2 0
 FR0464
 FR0464.Superseded values are not recommended for survey control.
 FR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0464.See file dsdata.txt to determine how the superseded data were derived.
 FR0464
 FR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE099064(NAD 83)
 FR0464_MARKER: DB = BENCH MARK DISK
 FR0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0464_STAMPING: M 393 1962
 FR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0464+STABILITY: SURFACE MOTION
 FR0464
 FR0464  HISTORY     - Date     Condition        Report By
 FR0464  HISTORY     - 1962     MONUMENTED       CGS
 FR0464
 FR0464                          STATION DESCRIPTION
 FR0464
 FR0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0464'13.6 MI W FROM SELIGMAN.
 FR0464'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0464'ITS STATION AT SELIGMAN, THENCE 10.6 MILES WEST ALONG A GRAVEL ROAD,
 FR0464'47 FEET SOUTH OF THE CENTER OF THE ROAD, 73 FEET EAST OF THE CENTER OF
 FR0464'A SMALL WASH, 3.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 FR0464'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0242 ***********************************************************************
 FR0242  DESIGNATION -  M 394
 FR0242  PID         -  FR0242
 FR0242  STATE/COUNTY-  AZ/YAVAPAI
 FR0242  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0242
 FR0242                         *CURRENT SURVEY CONTROL
 FR0242  ___________________________________________________________________
 FR0242* NAD 83(1986)-  35 13 41.     (N)    112 34 47.     (W)     SCALED    
 FR0242* NAVD 88     -      1542.954  (meters)    5062.17   (feet)  ADJUSTED  
 FR0242  ___________________________________________________________________
 FR0242  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FR0242  DYNAMIC HT  -        1540.938 (meters)    5055.56  (feet)  COMP
 FR0242  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 FR0242
 FR0242  VERT ORDER  -  FIRST     CLASS II
 FR0242
 FR0242.The horizontal coordinates were scaled from a topographic map and have
 FR0242.an estimated accuracy of +/- 6 seconds.
 FR0242
 FR0242.The orthometric height was determined by differential leveling
 FR0242.and adjusted in June 1991.
 FR0242
 FR0242.The geoid height was determined by GEOID03.
 FR0242
 FR0242.The dynamic height is computed by dividing the NAVD 88
 FR0242.geopotential number by the normal gravity value computed on the
 FR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0242.degrees latitude (g = 980.6199 gals.).
 FR0242
 FR0242.The modeled gravity was interpolated from observed gravity values.
 FR0242
 FR0242;                    North         East    Units  Estimated Accuracy
 FR0242;SPC AZ C     -   469,070.      153,010.      MT  (+/- 180 meters Scaled)
 FR0242
 FR0242                          SUPERSEDED SURVEY CONTROL
 FR0242
 FR0242  NGVD 29 (??/??/92) 1542.083  (m)         5059.32   (f) ADJ UNCH    1 2
 FR0242
 FR0242.Superseded values are not recommended for survey control.
 FR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0242.See file dsdata.txt to determine how the superseded data were derived.
 FR0242
 FR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD562994(NAD 83)
 FR0242_MARKER: DB = BENCH MARK DISK
 FR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0242_STAMPING: M 394 1962
 FR0242_MARK LOGO: CGS   
 FR0242_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0242+STABILITY: SURFACE MOTION
 FR0242
 FR0242  HISTORY     - Date     Condition        Report By
 FR0242  HISTORY     - 1962     MONUMENTED       CGS
 FR0242  HISTORY     - 1973     GOOD             USGS
 FR0242  HISTORY     - 1982     GOOD             NGS
 FR0242
 FR0242                          STATION DESCRIPTION
 FR0242
 FR0242'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0242'5.8 MI W FROM ASH FORK.
 FR0242'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST BOUND
 FR0242'TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 5.8 MILES WEST.  ABOUT 0.3
 FR0242'MILES WEST OF THE CROOKTON OVERPASS, 48 FT. SOUTH OF THE EAST BOUND
 FR0242'LANE OF TRAFFIC, 2.4 FT. NORTH OF A FENCE 2.7 FT. EAST OF A METAL
 FR0242'WITNESS POST, 3.6 FT. BELOW THE CENTER OF THE ROAD SET IN TOP OF A
 FR0242'CONCRETE POST PROJECTING 0.2 FT.
 FR0242
 FR0242                          STATION RECOVERY (1982)
 FR0242
 FR0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0242'9.4 KM (5.9 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0242'US HIGHWAY 89 IN ASH FORK, 29.1 KM (18.1 MI) EAST OF SELIGMAN, 0.6 KM
 FR0242'(0.35 MI) EAST OF CROOKTON ROAD (US HIGHWAY 66) OVERPASS, 0.3 KM (0.2
 FR0242'MI) EAST OF MILEPOST 140, 0.2 KM (0.1 MI) WEST OF THE CROSSING OF A
 FR0242'POWER LINE, AT THE EXTREME EAST END OF THE EAST BOUND TRAFFIC ENTRANCE
 FR0242'LANE, 14.3 METERS (47 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 FR0242'TRAFFIC LANES, 8.5 METERS (28 FT) NORTH OF THE CENTERLINE OF THE
 FR0242'FRONTAGE ROAD, 0.9 METER (3 FT) NORTH OF A FENCE.
 FR0242'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 FR0242'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0906 ***********************************************************************
 DV0906  DESIGNATION -  M 395
 DV0906  PID         -  DV0906
 DV0906  STATE/COUNTY-  AZ/MARICOPA
 DV0906  USGS QUAD   -  BUCKEYE NW (1982)
 DV0906
 DV0906                         *CURRENT SURVEY CONTROL
 DV0906  ___________________________________________________________________
 DV0906* NAD 83(1986)-  33 25 07.     (N)    112 37 33.     (W)     SCALED    
 DV0906* NAVD 88     -       310.57   (+/-2cm)    1018.9    (feet)  VERTCON   
 DV0906  ___________________________________________________________________
 DV0906  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DV0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0906
 DV0906.The horizontal coordinates were scaled from a topographic map and have
 DV0906.an estimated accuracy of +/- 6 seconds.
 DV0906
 DV0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0906.The vertical order pertains to the NGVD 29 superseded value.
 DV0906
 DV0906.The geoid height was determined by GEOID03.
 DV0906
 DV0906;                    North         East    Units  Estimated Accuracy
 DV0906;SPC AZ C     -   268,400.      147,410.      MT  (+/- 180 meters Scaled)
 DV0906
 DV0906                          SUPERSEDED SURVEY CONTROL
 DV0906
 DV0906  NGVD 29 (??/??/92)  309.927  (m)         1016.82   (f) ADJ UNCH    2 0
 DV0906
 DV0906.Superseded values are not recommended for survey control.
 DV0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0906.See file dsdata.txt to determine how the superseded data were derived.
 DV0906
 DV0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB488988(NAD 83)
 DV0906_MARKER: DB = BENCH MARK DISK
 DV0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0906_STAMPING: M 395 1962
 DV0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0906+STABILITY: SURFACE MOTION
 DV0906
 DV0906  HISTORY     - Date     Condition        Report By
 DV0906  HISTORY     - 1962     MONUMENTED       CGS
 DV0906
 DV0906                          STATION DESCRIPTION
 DV0906
 DV0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0906'5.55 MI NW FROM BUCKEYE.
 DV0906'0.2 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0906'BUCKEYE, THENCE 2.5 MILES NORTH ALONG MILLER ROAD, THENCE 2.0 MILES
 DV0906'WEST ALONG WEST BROADWAY, THENCE 0.85 MILE NORTH ALONG A GRAVEL ROAD,
 DV0906'AT THE CROSSING OF AN IRRIGATION DITCH, 36 FEET WEST OF THE CENTER OF
 DV0906'THE ROAD, 10 FEET SOUTH-SOUTHWEST OF A TREE, 102 FEET NORTH OF THE
 DV0906'IRRIGATION DITCH, 4.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST, AND
 DV0906'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1126 ***********************************************************************
 DV1126  DESIGNATION -  M 396 21
 DV1126  PID         -  DV1126
 DV1126  STATE/COUNTY-  AZ/LA PAZ
 DV1126  USGS QUAD   -  HOPE SW (1990)
 DV1126
 DV1126                         *CURRENT SURVEY CONTROL
 DV1126  ___________________________________________________________________
 DV1126* NAD 83(1986)-  33 36 59.     (N)    113 39 59.     (W)     SCALED    
 DV1126* NAVD 88     -       385.10   (+/-2cm)    1263.4    (feet)  VERTCON   
 DV1126  ___________________________________________________________________
 DV1126  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1126
 DV1126.The horizontal coordinates were scaled from a topographic map and have
 DV1126.an estimated accuracy of +/- 6 seconds.
 DV1126
 DV1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1126.The vertical order pertains to the NGVD 29 superseded value.
 DV1126
 DV1126.The geoid height was determined by GEOID03.
 DV1126
 DV1126;                    North         East    Units  Estimated Accuracy
 DV1126;SPC AZ W     -   290,120.      221,120.      MT  (+/- 180 meters Scaled)
 DV1126
 DV1126                          SUPERSEDED SURVEY CONTROL
 DV1126
 DV1126  NGVD 29 (??/??/92)  384.426  (m)         1261.24   (f) ADJ UNCH    2 0
 DV1126
 DV1126.Superseded values are not recommended for survey control.
 DV1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1126.See file dsdata.txt to determine how the superseded data were derived.
 DV1126
 DV1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC526228(NAD 83)
 DV1126_MARKER: DB = BENCH MARK DISK
 DV1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1126_STAMPING: M 396 21 1962
 DV1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1126+STABILITY: SURFACE MOTION
 DV1126
 DV1126  HISTORY     - Date     Condition        Report By
 DV1126  HISTORY     - 1962     MONUMENTED       CGS
 DV1126  HISTORY     - 19870212 GOOD             USGS
 DV1126
 DV1126                          STATION DESCRIPTION
 DV1126
 DV1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1126'17.15 MI SW FROM SALOME.
 DV1126'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1126'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1126'THENCE 2.85 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1126'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.7 FEET
 DV1126'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1126'PROJECTING 3 INCHES.
 DV1126
 DV1126                          STATION RECOVERY (1987)
 DV1126
 DV1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0305 ***********************************************************************
 CG0305  DESIGNATION -  M 399
 CG0305  PID         -  CG0305
 CG0305  STATE/COUNTY-  AZ/PIMA
 CG0305  USGS QUAD   -  GREEN VALLEY (1981)
 CG0305
 CG0305                         *CURRENT SURVEY CONTROL
 CG0305  ___________________________________________________________________
 CG0305* NAD 83(1986)-  31 48 32.     (N)    110 54 21.     (W)     SCALED    
 CG0305* NAVD 88     -      1045.17   (+/-2cm)    3429.0    (feet)  VERTCON   
 CG0305  ___________________________________________________________________
 CG0305  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CG0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0305
 CG0305.The horizontal coordinates were scaled from a topographic map and have
 CG0305.an estimated accuracy of +/- 6 seconds.
 CG0305
 CG0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0305.The vertical order pertains to the NGVD 29 superseded value.
 CG0305
 CG0305.The geoid height was determined by GEOID03.
 CG0305
 CG0305;                    North         East    Units  Estimated Accuracy
 CG0305;SPC AZ C     -    90,120.      309,070.      MT  (+/- 180 meters Scaled)
 CG0305
 CG0305                          SUPERSEDED SURVEY CONTROL
 CG0305
 CG0305  NGVD 29 (??/??/92) 1044.367  (m)         3426.39   (f) ADJ UNCH    2 0
 CG0305
 CG0305.Superseded values are not recommended for survey control.
 CG0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0305.See file dsdata.txt to determine how the superseded data were derived.
 CG0305
 CG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA089192(NAD 83)
 CG0305_MARKER: DB = BENCH MARK DISK
 CG0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0305_STAMPING: M 399 1962
 CG0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0305+STABILITY: SURFACE MOTION
 CG0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0305+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0305
 CG0305  HISTORY     - Date     Condition        Report By
 CG0305  HISTORY     - 1962     MONUMENTED       CGS
 CG0305  HISTORY     - 20060316 GOOD             USPSQD
 CG0305
 CG0305                          STATION DESCRIPTION
 CG0305
 CG0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0305'5.1 MI SE FROM CONTINENTAL.
 CG0305'5.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM CONTINENTAL, 30 PACES
 CG0305'SOUTHWEST OF A CATTLE GUARD, 25 PACES SOUTH OF THE CENTERLINE OF A
 CG0305'PAVED ROAD, 2.7 FEET NORTHEAST OF A METAL WITNESS POST, AND 1.7 FEET
 CG0305'WEST-NORTHWEST OF A FENCE.  THE MARK IS SET IN THE TOP OF A
 CG0305'CYLINDRICAL CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CG0305
 CG0305                          STATION RECOVERY (2006)
 CG0305
 CG0305'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0305'RECOVERED AS DESCRIBED.  WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0215 ***********************************************************************
 ES0215  DESIGNATION -  M 4
 ES0215  PID         -  ES0215
 ES0215  STATE/COUNTY-  AZ/NAVAJO
 ES0215  USGS QUAD   -  O W POINT (1990)
 ES0215
 ES0215                         *CURRENT SURVEY CONTROL
 ES0215  ___________________________________________________________________
 ES0215* NAD 83(1986)-  34 20 08.     (N)    110 48 33.     (W)     SCALED    
 ES0215* NAVD 88     -      2317.929  (meters)    7604.74   (feet)  ADJUSTED  
 ES0215  ___________________________________________________________________
 ES0215  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 ES0215  DYNAMIC HT  -        2314.380 (meters)    7593.10  (feet)  COMP
 ES0215  MODELED GRAV-     979,020.0   (mgal)                       NAVD 88
 ES0215
 ES0215  VERT ORDER  -  SECOND    CLASS 0
 ES0215
 ES0215.The horizontal coordinates were scaled from a topographic map and have
 ES0215.an estimated accuracy of +/- 6 seconds.
 ES0215
 ES0215.The orthometric height was determined by differential leveling
 ES0215.and adjusted in June 1991.
 ES0215
 ES0215.The geoid height was determined by GEOID03.
 ES0215
 ES0215.The dynamic height is computed by dividing the NAVD 88
 ES0215.geopotential number by the normal gravity value computed on the
 ES0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0215.degrees latitude (g = 980.6199 gals.).
 ES0215
 ES0215.The modeled gravity was interpolated from observed gravity values.
 ES0215
 ES0215;                    North         East    Units  Estimated Accuracy
 ES0215;SPC AZ E     -   370,060.      154,240.      MT  (+/- 180 meters Scaled)
 ES0215
 ES0215                          SUPERSEDED SURVEY CONTROL
 ES0215
 ES0215  NGVD 29 (??/??/92) 2316.870  (m)         7601.26   (f) ADJ UNCH    2 0
 ES0215
 ES0215.Superseded values are not recommended for survey control.
 ES0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0215.See file dsdata.txt to determine how the superseded data were derived.
 ES0215
 ES0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC175993(NAD 83)
 ES0215_MARKER: Z = SEE DESCRIPTION
 ES0215_SETTING: 0 = UNSPECIFIED SETTING
 ES0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0215
 ES0215  HISTORY     - Date     Condition        Report By
 ES0215  HISTORY     - UNK      MONUMENTED       USGS
 ES0215  HISTORY     - 1934     GOOD             NGS
 ES0215  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0215
 ES0215                          STATION DESCRIPTION
 ES0215
 ES0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0215'17.0 MI W FROM HEBER.
 ES0215'ON GLOBE-HOLBROOK ROAD, 90 FT. SOUTH WEST OF REFERENCE MARK, 85 FT.
 ES0215'SOUTH WEST OF INTERSECTION WITH WILBRU RANCH ROAD, 20 FT. SOUTH OF
 ES0215'CENTER LINE OF ROAD.
 ES0215
 ES0215                          STATION RECOVERY (2005)
 ES0215
 ES0215'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0252 ***********************************************************************
 CY0252  DESIGNATION -  M 40
 CY0252  PID         -  CY0252
 CY0252  STATE/COUNTY-  AZ/GREENLEE
 CY0252  USGS QUAD   -  GUTHRIE (1986)
 CY0252
 CY0252                         *CURRENT SURVEY CONTROL
 CY0252  ___________________________________________________________________
 CY0252* NAD 83(1986)-  32 53 51.     (N)    109 21 21.     (W)     SCALED    
 CY0252* NAVD 88     -      1679.138  (meters)    5508.97   (feet)  ADJUSTED  
 CY0252  ___________________________________________________________________
 CY0252  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CY0252  DYNAMIC HT  -        1676.658 (meters)    5500.84  (feet)  COMP
 CY0252  MODELED GRAV-     979,100.2   (mgal)                       NAVD 88
 CY0252
 CY0252  VERT ORDER  -  SECOND    CLASS 0
 CY0252
 CY0252.The horizontal coordinates were scaled from a topographic map and have
 CY0252.an estimated accuracy of +/- 6 seconds.
 CY0252
 CY0252.The orthometric height was determined by differential leveling
 CY0252.and adjusted in June 1991.
 CY0252
 CY0252.The geoid height was determined by GEOID03.
 CY0252
 CY0252.The dynamic height is computed by dividing the NAVD 88
 CY0252.geopotential number by the normal gravity value computed on the
 CY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0252.degrees latitude (g = 980.6199 gals.).
 CY0252
 CY0252.The modeled gravity was interpolated from observed gravity values.
 CY0252
 CY0252;                    North         East    Units  Estimated Accuracy
 CY0252;SPC AZ E     -   210,680.      289,220.      MT  (+/- 180 meters Scaled)
 CY0252
 CY0252                          SUPERSEDED SURVEY CONTROL
 CY0252
 CY0252  NGVD 29 (??/??/92) 1678.420  (m)         5506.62   (f) ADJ UNCH    2 0
 CY0252
 CY0252.Superseded values are not recommended for survey control.
 CY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0252.See file dsdata.txt to determine how the superseded data were derived.
 CY0252
 CY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB537411(NAD 83)
 CY0252_MARKER: DB = BENCH MARK DISK
 CY0252_SETTING: 66 = SET IN ROCK OUTCROP
 CY0252_SP_SET: ROCK LEDGE
 CY0252_STAMPING: M 40 1934
 CY0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0252+STABILITY: POSITION/ELEVATION WELL
 CY0252
 CY0252  HISTORY     - Date     Condition        Report By
 CY0252  HISTORY     - 1934     MONUMENTED       CGS
 CY0252
 CY0252                          STATION DESCRIPTION
 CY0252
 CY0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0252'20.9 MI SW FROM CLIFTON.
 CY0252'20.9 MILES SOUTH WEST ALONG HWY. NO.71 (21.0 MILES NORTH EAST OF
 CY0252'SOLOMONVILLE).  ON STATE HWY. NO.71, AT THE SUMMIT, ABOUT 24 FT. EAST
 CY0252'OF HILL SHIFT GEAR SIGN, 14 FT. EAST OF CENTER OF ANGLE IN ROAD, 5 FT.
 CY0252'SOUTH OF SMALL GALVANIZED CULVERT, IN ROCKY LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0043 ***********************************************************************
 ES0043  DESIGNATION -  M 40
 ES0043  PID         -  ES0043
 ES0043  STATE/COUNTY-  AZ/NAVAJO
 ES0043  USGS QUAD   -  PORTER CANYON (1986)
 ES0043
 ES0043                         *CURRENT SURVEY CONTROL
 ES0043  ___________________________________________________________________
 ES0043* NAD 83(1986)-  34 50 24.     (N)    110 11 09.     (W)     SCALED    
 ES0043* NAVD 88     -      1634.789  (meters)    5363.47   (feet)  ADJUSTED  
 ES0043  ___________________________________________________________________
 ES0043  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0043  DYNAMIC HT  -        1632.522 (meters)    5356.03  (feet)  COMP
 ES0043  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 ES0043
 ES0043  VERT ORDER  -  SECOND    CLASS 0
 ES0043
 ES0043.The horizontal coordinates were scaled from a topographic map and have
 ES0043.an estimated accuracy of +/- 6 seconds.
 ES0043
 ES0043.The orthometric height was determined by differential leveling
 ES0043.and adjusted in June 1991.
 ES0043
 ES0043.The geoid height was determined by GEOID03.
 ES0043
 ES0043.The dynamic height is computed by dividing the NAVD 88
 ES0043.geopotential number by the normal gravity value computed on the
 ES0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0043.degrees latitude (g = 980.6199 gals.).
 ES0043
 ES0043.The modeled gravity was interpolated from observed gravity values.
 ES0043
 ES0043;                    North         East    Units  Estimated Accuracy
 ES0043;SPC AZ E     -   425,830.      211,610.      MT  (+/- 180 meters Scaled)
 ES0043
 ES0043                          SUPERSEDED SURVEY CONTROL
 ES0043
 ES0043  NGVD 29 (??/??/92) 1633.948  (m)         5360.71   (f) ADJ UNCH    2 0
 ES0043
 ES0043.Superseded values are not recommended for survey control.
 ES0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0043.See file dsdata.txt to determine how the superseded data were derived.
 ES0043
 ES0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD744556(NAD 83)
 ES0043_MARKER: DB = BENCH MARK DISK
 ES0043_SETTING: 66 = SET IN ROCK OUTCROP
 ES0043_SP_SET: ROCK OUTCROP
 ES0043_STAMPING: M 40 1934
 ES0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0043+STABILITY: POSITION/ELEVATION WELL
 ES0043
 ES0043  HISTORY     - Date     Condition        Report By
 ES0043  HISTORY     - 1934     MONUMENTED       USGS
 ES0043  HISTORY     - 1934     GOOD             NGS
 ES0043  HISTORY     - 1956     MARK NOT FOUND   NGS
 ES0043  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0043
 ES0043                          STATION DESCRIPTION
 ES0043
 ES0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0043'5.6 MI SW FROM HOLBROOK.
 ES0043'3.7 MI. SOUTH ALONG STATE HIGHWAY NO. 77, THENCE 1.9 MILE WEST ON ROAD
 ES0043'TO HEBER, 100 FT. NORTH OF TOP OF A SMALL HILL AND 25 FT. SOUTH OF
 ES0043'CENTER LINE OF ROAD.  SET IN ROCK OUTCROP.
 ES0043
 ES0043                          STATION RECOVERY (1956)
 ES0043
 ES0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0043'MARK NOT FOUND.
 ES0043
 ES0043                          STATION RECOVERY (1983)
 ES0043
 ES0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0044 ***********************************************************************
 GP0044  DESIGNATION -  M 401
 GP0044  PID         -  GP0044
 GP0044  STATE/COUNTY-  AZ/NAVAJO
 GP0044  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0044
 GP0044                         *CURRENT SURVEY CONTROL
 GP0044  ___________________________________________________________________
 GP0044* NAD 83(1986)-  36 58 12.     (N)    110 13 23.     (W)     SCALED    
 GP0044* NAVD 88     -      1589.716  (meters)    5215.59   (feet)  ADJUSTED  
 GP0044  ___________________________________________________________________
 GP0044  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 GP0044  DYNAMIC HT  -        1587.888 (meters)    5209.60  (feet)  COMP
 GP0044  MODELED GRAV-     979,424.6   (mgal)                       NAVD 88
 GP0044
 GP0044  VERT ORDER  -  FIRST     CLASS II
 GP0044
 GP0044.The horizontal coordinates were scaled from a topographic map and have
 GP0044.an estimated accuracy of +/- 6 seconds.
 GP0044
 GP0044.The orthometric height was determined by differential leveling
 GP0044.and adjusted in June 1991.
 GP0044
 GP0044.The geoid height was determined by GEOID03.
 GP0044
 GP0044.The dynamic height is computed by dividing the NAVD 88
 GP0044.geopotential number by the normal gravity value computed on the
 GP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0044.degrees latitude (g = 980.6199 gals.).
 GP0044
 GP0044.The modeled gravity was interpolated from observed gravity values.
 GP0044
 GP0044;                    North         East    Units  Estimated Accuracy
 GP0044;SPC AZ E     -   662,140.      208,340.      MT  (+/- 180 meters Scaled)
 GP0044
 GP0044                          SUPERSEDED SURVEY CONTROL
 GP0044
 GP0044  NGVD 29 (??/??/92) 1588.814  (m)         5212.63   (f) ADJ UNCH    1 2
 GP0044
 GP0044.Superseded values are not recommended for survey control.
 GP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0044.See file dsdata.txt to determine how the superseded data were derived.
 GP0044
 GP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF691918(NAD 83)
 GP0044_MARKER: DB = BENCH MARK DISK
 GP0044_SETTING: 66 = SET IN ROCK OUTCROP
 GP0044_SP_SET: ROCK CLIFF
 GP0044_STAMPING: M 401 1962
 GP0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0044+STABILITY: POSITION/ELEVATION WELL
 GP0044
 GP0044  HISTORY     - Date     Condition        Report By
 GP0044  HISTORY     - 1962     MONUMENTED       CGS
 GP0044  HISTORY     - 1987     GOOD             USGS
 GP0044
 GP0044                          STATION DESCRIPTION
 GP0044
 GP0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0044'7.65 MI SE FROM OLJETO.
 GP0044'ABOUT 6.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 GP0044'OLJETO.  THENCE 0.95 MILE SOUTHEAST ALONG A SANDY TRAIL ROAD.  OR THE
 GP0044'MARK MAY BE REACHED BY GOING ABOUT 1.95 MILES EAST ALONG A DIRT ROAD
 GP0044'FROM GOULDINGS TRADING POST IN UTAH.  THENCE 4.7 MILES SOUTH ALONG
 GP0044'UTAH STATE HIGHWAY 47 AND ARIZONA STATE HIGHWAY 464.  THENCE 1.8 MILES
 GP0044'NORTHWEST ALONG A SANDY TRAIL ROAD, AT THE NORTHEAST BASE OF A SOLID
 GP0044'ROCK CLIFF, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE TRAIL ROAD,
 GP0044'11.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 GP0044'LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF THE BASE OF A RCOK
 GP0044'CLIFF.
 GP0044
 GP0044                          STATION RECOVERY (1987)
 GP0044
 GP0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 GP0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1297 ***********************************************************************
 DU1297  DESIGNATION -  M 403
 DU1297  PID         -  DU1297
 DU1297  STATE/COUNTY-  AZ/GILA
 DU1297  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1297
 DU1297                         *CURRENT SURVEY CONTROL
 DU1297  ___________________________________________________________________
 DU1297* NAD 83(1986)-  33 40 18.     (N)    111 09 30.     (W)     SCALED    
 DU1297* NAVD 88     -       669.602  (meters)    2196.85   (feet)  ADJUSTED  
 DU1297  ___________________________________________________________________
 DU1297  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DU1297  DYNAMIC HT  -         668.751 (meters)    2194.06  (feet)  COMP
 DU1297  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 DU1297
 DU1297  VERT ORDER  -  FIRST     CLASS II
 DU1297
 DU1297.The horizontal coordinates were scaled from a topographic map and have
 DU1297.an estimated accuracy of +/- 6 seconds.
 DU1297
 DU1297.The orthometric height was determined by differential leveling
 DU1297.and adjusted in June 1991.
 DU1297
 DU1297.The geoid height was determined by GEOID03.
 DU1297
 DU1297.The dynamic height is computed by dividing the NAVD 88
 DU1297.geopotential number by the normal gravity value computed on the
 DU1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1297.degrees latitude (g = 980.6199 gals.).
 DU1297
 DU1297.The modeled gravity was interpolated from observed gravity values.
 DU1297
 DU1297;                    North         East    Units  Estimated Accuracy
 DU1297;SPC AZ E     -   296,680.      121,400.      MT  (+/- 180 meters Scaled)
 DU1297
 DU1297                          SUPERSEDED SURVEY CONTROL
 DU1297
 DU1297.No superseded survey control is available for this station.
 DU1297
 DU1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC853257(NAD 83)
 DU1297_MARKER: DB = BENCH MARK DISK
 DU1297_SETTING: 66 = SET IN ROCK OUTCROP
 DU1297_SP_SET: ROCK OUTCROP
 DU1297_STAMPING: M 403 1979
 DU1297_MARK LOGO: NGS   
 DU1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1297+STABILITY: POSITION/ELEVATION WELL
 DU1297
 DU1297  HISTORY     - Date     Condition        Report By
 DU1297  HISTORY     - 1979     MONUMENTED       NGS
 DU1297  HISTORY     - 1980     GOOD             NGS
 DU1297  HISTORY     - 1983     GOOD             NGS
 DU1297
 DU1297                          STATION DESCRIPTION
 DU1297
 DU1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1297'1.8 MI NW FROM ROOSEVELT.
 DU1297'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 88, THENCE 0.5 MILE
 DU1297'SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE IN
 DU1297'ROOSEVELT, 36.0 FEET SOUTH AND ACROSS THE DIRT ROAD FROM A
 DU1297'ROCK AND CEMENT FENCE, 24.5 FEET SOUTH OF THE CENTER OF THE
 DU1297'DIRT ROAD AND 4.1 FEET SOUTHEAST OF THE EAST CORNER OF A
 DU1297'CONCRETE RETAINING WALL.
 DU1297'THE MARK IS 3.1 FT  S FROM A WITNESS POST.
 DU1297'THE MARK IS 3 FT ABOVE THE DIRT ROAD.
 DU1297
 DU1297                          STATION RECOVERY (1980)
 DU1297
 DU1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1297'RECOVERED IN GOOD CONDITION.
 DU1297
 DU1297                          STATION RECOVERY (1983)
 DU1297
 DU1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0297 ***********************************************************************
 GP0297  DESIGNATION -  M 403
 GP0297  PID         -  GP0297
 GP0297  STATE/COUNTY-  AZ/COCONINO
 GP0297  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0297
 GP0297                         *CURRENT SURVEY CONTROL
 GP0297  ___________________________________________________________________
 GP0297* NAD 83(1986)-  36 43 07.     (N)    111 35 02.     (W)     SCALED    
 GP0297* NAVD 88     -      1799.989  (meters)    5905.46   (feet)  ADJUSTED  
 GP0297  ___________________________________________________________________
 GP0297  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 GP0297  DYNAMIC HT  -        1797.833 (meters)    5898.39  (feet)  COMP
 GP0297  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 GP0297
 GP0297  VERT ORDER  -  FIRST     CLASS II
 GP0297
 GP0297.The horizontal coordinates were scaled from a topographic map and have
 GP0297.an estimated accuracy of +/- 6 seconds.
 GP0297
 GP0297.The orthometric height was determined by differential leveling
 GP0297.and adjusted in June 1991.
 GP0297
 GP0297.The geoid height was determined by GEOID03.
 GP0297
 GP0297.The dynamic height is computed by dividing the NAVD 88
 GP0297.geopotential number by the normal gravity value computed on the
 GP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0297.degrees latitude (g = 980.6199 gals.).
 GP0297
 GP0297.The modeled gravity was interpolated from observed gravity values.
 GP0297
 GP0297;                    North         East    Units  Estimated Accuracy
 GP0297;SPC AZ C     -   634,300.      243,090.      MT  (+/- 180 meters Scaled)
 GP0297
 GP0297                          SUPERSEDED SURVEY CONTROL
 GP0297
 GP0297  NGVD 29 (??/??/92) 1799.034  (m)         5902.33   (f) ADJ UNCH    1 2
 GP0297
 GP0297.Superseded values are not recommended for survey control.
 GP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0297.See file dsdata.txt to determine how the superseded data were derived.
 GP0297
 GP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF478638(NAD 83)
 GP0297_MARKER: DB = BENCH MARK DISK
 GP0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0297_STAMPING: M 403 1962
 GP0297_MARK LOGO: CGS   
 GP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0297+STABILITY: SURFACE MOTION
 GP0297
 GP0297  HISTORY     - Date     Condition        Report By
 GP0297  HISTORY     - 1962     MONUMENTED       CGS
 GP0297  HISTORY     - 1983     GOOD             NGS
 GP0297
 GP0297                          STATION DESCRIPTION
 GP0297
 GP0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0297'8.7 MI NE FROM BITTER SPRINGS.
 GP0297'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0297'STATION AT BITTER SPRINGS.  THENCE 8.5 MILES NORTHEAST ALONG U.S.
 GP0297'HIGHWAY 89 LEADING TO PAGE, 148 FEET EAST OF THE CENTERLINE OF THE
 GP0297'HIGHWAY, 119 FEET NORTHEAST OF THE CENTERLINE OF A DIM TRAIL ROAD, 1.5
 GP0297'FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 GP0297'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GP0297'INCHES.
 GP0297
 GP0297                          STATION RECOVERY (1983)
 GP0297
 GP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0297'RECOVERED IN GOOD CONDITION.  ADD--11.9 METERS (39 FT) SOUTHEAST OF
 GP0297'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1163 ***********************************************************************
 DU1163  DESIGNATION -  M 404
 DU1163  PID         -  DU1163
 DU1163  STATE/COUNTY-  AZ/GILA
 DU1163  USGS QUAD   -  GLOBE (1982)
 DU1163
 DU1163                         *CURRENT SURVEY CONTROL
 DU1163  ___________________________________________________________________
 DU1163* NAD 83(1986)-  33 23 40.     (N)    110 45 37.     (W)     SCALED    
 DU1163* NAVD 88     -      1146.845  (meters)    3762.61   (feet)  ADJUSTED  
 DU1163  ___________________________________________________________________
 DU1163  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1163  DYNAMIC HT  -        1145.285 (meters)    3757.49  (feet)  COMP
 DU1163  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 DU1163
 DU1163  VERT ORDER  -  FIRST     CLASS II
 DU1163
 DU1163.The horizontal coordinates were scaled from a topographic map and have
 DU1163.an estimated accuracy of +/- 6 seconds.
 DU1163
 DU1163.The orthometric height was determined by differential leveling
 DU1163.and adjusted in June 1991.
 DU1163
 DU1163.The geoid height was determined by GEOID03.
 DU1163
 DU1163.The dynamic height is computed by dividing the NAVD 88
 DU1163.geopotential number by the normal gravity value computed on the
 DU1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1163.degrees latitude (g = 980.6199 gals.).
 DU1163
 DU1163.The modeled gravity was interpolated from observed gravity values.
 DU1163
 DU1163;                    North         East    Units  Estimated Accuracy
 DU1163;SPC AZ E     -   265,650.      158,140.      MT  (+/- 180 meters Scaled)
 DU1163
 DU1163                          SUPERSEDED SURVEY CONTROL
 DU1163
 DU1163.No superseded survey control is available for this station.
 DU1163
 DU1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB222950(NAD 83)
 DU1163_MARKER: DB = BENCH MARK DISK
 DU1163_SETTING: 66 = SET IN ROCK OUTCROP
 DU1163_SP_SET: ROCK OUTCROP
 DU1163_STAMPING: M 404 1979
 DU1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1163+STABILITY: POSITION/ELEVATION WELL
 DU1163
 DU1163  HISTORY     - Date     Condition        Report By
 DU1163  HISTORY     - 1979     MONUMENTED       NGS
 DU1163  HISTORY     - 20030418 MARK NOT FOUND   AZ-007
 DU1163
 DU1163                          STATION DESCRIPTION
 DU1163
 DU1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1163'0.7 MI EAST FROM GLOBE.
 DU1163'0.7 MILES EASTERLY ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1163'COURTHOUSE IN GLOBE, 38.4 FEET NORTH-NORTHEAST OF THE CENTER OF
 DU1163'THE HIGHWAY AND 7.6 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST
 DU1163'CONCRETE CURB.
 DU1163'THE MARK IS 1.5 FT  SSE FROM A WITNESS POST.
 DU1163'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1163
 DU1163                          STATION RECOVERY (2003)
 DU1163
 DU1163'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1163'SUSPECT MONUMENT DESTROYED IN ROAD WIDENING PROJECT. UNABLE TO FIND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0124 ***********************************************************************
 GP0124  DESIGNATION -  M 404
 GP0124  PID         -  GP0124
 GP0124  STATE/COUNTY-  AZ/COCONINO
 GP0124  USGS QUAD   -  PAGE (1985)
 GP0124
 GP0124                         *CURRENT SURVEY CONTROL
 GP0124  ___________________________________________________________________
 GP0124* NAD 83(1986)-  36 52 45.     (N)    111 29 58.     (W)     SCALED    
 GP0124* NAVD 88     -      1306.866  (meters)    4287.61   (feet)  ADJUSTED  
 GP0124  ___________________________________________________________________
 GP0124  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0124  DYNAMIC HT  -        1305.361 (meters)    4282.67  (feet)  COMP
 GP0124  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 GP0124
 GP0124  VERT ORDER  -  FIRST     CLASS II
 GP0124
 GP0124.The horizontal coordinates were scaled from a topographic map and have
 GP0124.an estimated accuracy of +/- 6 seconds.
 GP0124
 GP0124.The orthometric height was determined by differential leveling
 GP0124.and adjusted in June 1991.
 GP0124
 GP0124.The geoid height was determined by GEOID03.
 GP0124
 GP0124.The dynamic height is computed by dividing the NAVD 88
 GP0124.geopotential number by the normal gravity value computed on the
 GP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0124.degrees latitude (g = 980.6199 gals.).
 GP0124
 GP0124.The modeled gravity was interpolated from observed gravity values.
 GP0124
 GP0124;                    North         East    Units  Estimated Accuracy
 GP0124;SPC AZ C     -   652,140.      250,550.      MT  (+/- 180 meters Scaled)
 GP0124
 GP0124                          SUPERSEDED SURVEY CONTROL
 GP0124
 GP0124  NGVD 29 (??/??/92) 1305.965  (m)         4284.65   (f) ADJ UNCH    1 2
 GP0124
 GP0124.Superseded values are not recommended for survey control.
 GP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0124.See file dsdata.txt to determine how the superseded data were derived.
 GP0124
 GP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF554815(NAD 83)
 GP0124_MARKER: DB = BENCH MARK DISK
 GP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0124_STAMPING: M 404 1962
 GP0124_MARK LOGO: CGS   
 GP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0124+STABILITY: SURFACE MOTION
 GP0124
 GP0124  HISTORY     - Date     Condition        Report By
 GP0124  HISTORY     - 1962     MONUMENTED       CGS
 GP0124  HISTORY     - 1983     GOOD             NGS
 GP0124
 GP0124                          STATION DESCRIPTION
 GP0124
 GP0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0124'4.75 MI S FROM PAGE.
 GP0124'ABOUT 4.75 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0124'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  202 FEET SOUTH-SOUTHEAST OF
 GP0124'HIGHWAY MILEPOST NUMBER 545, 95.5 FEET EAST OF THE CENTERLINE OF THE
 GP0124'HIGHWAY, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GP0124'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0124'PROJECTING 6 INCHES.
 GP0124
 GP0124                          STATION RECOVERY (1983)
 GP0124
 GP0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1195 ***********************************************************************
 DU1195  DESIGNATION -  M 405
 DU1195  PID         -  DU1195
 DU1195  STATE/COUNTY-  AZ/GILA
 DU1195  USGS QUAD   -  CHRYSOTILE (1966)
 DU1195
 DU1195                         *CURRENT SURVEY CONTROL
 DU1195  ___________________________________________________________________
 DU1195* NAD 83(1986)-  33 38 02.     (N)    110 35 02.     (W)     SCALED    
 DU1195* NAVD 88     -      1615.360  (meters)    5299.73   (feet)  ADJUSTED  
 DU1195  ___________________________________________________________________
 DU1195  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DU1195  DYNAMIC HT  -        1613.072 (meters)    5292.22  (feet)  COMP
 DU1195  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 DU1195
 DU1195  VERT ORDER  -  FIRST     CLASS II
 DU1195
 DU1195.The horizontal coordinates were scaled from a topographic map and have
 DU1195.an estimated accuracy of +/- 6 seconds.
 DU1195
 DU1195.The orthometric height was determined by differential leveling
 DU1195.and adjusted in June 1991.
 DU1195
 DU1195.The geoid height was determined by GEOID03.
 DU1195
 DU1195.The dynamic height is computed by dividing the NAVD 88
 DU1195.geopotential number by the normal gravity value computed on the
 DU1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1195.degrees latitude (g = 980.6199 gals.).
 DU1195
 DU1195.The modeled gravity was interpolated from observed gravity values.
 DU1195
 DU1195;                    North         East    Units  Estimated Accuracy
 DU1195;SPC AZ E     -   292,130.      174,650.      MT  (+/- 180 meters Scaled)
 DU1195
 DU1195                          SUPERSEDED SURVEY CONTROL
 DU1195
 DU1195.No superseded survey control is available for this station.
 DU1195
 DU1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC385216(NAD 83)
 DU1195_MARKER: DB = BENCH MARK DISK
 DU1195_SETTING: 66 = SET IN ROCK OUTCROP
 DU1195_SP_SET: ROCK OUTCROP
 DU1195_STAMPING: M 405 1979
 DU1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1195+STABILITY: POSITION/ELEVATION WELL
 DU1195
 DU1195  HISTORY     - Date     Condition        Report By
 DU1195  HISTORY     - 1979     MONUMENTED       NGS
 DU1195
 DU1195                          STATION DESCRIPTION
 DU1195
 DU1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1195'22.2 MI NE FROM GLOBE.
 DU1195'22.2 MILES NORTHEAST ALONG U.S HIGHWAY 60 FROM THE GILA COUNTY
 DU1195'COURTHOUSE IN GLOBE, 78.6 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 DU1195'THE HIGHWAY, 65.9 FEET SOUTHWEST OF THE NORTHWEST END OF A GUARD
 DU1195'RAIL AND 25.5 FEET EAST-NORTHEAST OF A FENCE.
 DU1195'THE MARK IS 3.8 FT  SE FROM A WITNESS POST.
 DU1195'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0069 ***********************************************************************
 GP0069  DESIGNATION -  M 405
 GP0069  PID         -  GP0069
 GP0069  STATE/COUNTY-  AZ/COCONINO
 GP0069  USGS QUAD   -  PAGE (1985)
 GP0069
 GP0069                         *CURRENT SURVEY CONTROL
 GP0069  ___________________________________________________________________
 GP0069* NAD 83(1986)-  36 55 13.     (N)    111 27 51.     (W)     SCALED    
 GP0069* NAVD 88     -      1291.589  (meters)    4237.49   (feet)  ADJUSTED  
 GP0069  ___________________________________________________________________
 GP0069  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0069  DYNAMIC HT  -        1290.109 (meters)    4232.63  (feet)  COMP
 GP0069  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 GP0069
 GP0069  VERT ORDER  -  FIRST     CLASS II
 GP0069
 GP0069.The horizontal coordinates were scaled from a topographic map and have
 GP0069.an estimated accuracy of +/- 6 seconds.
 GP0069
 GP0069.The orthometric height was determined by differential leveling
 GP0069.and adjusted in June 1991.
 GP0069
 GP0069.The geoid height was determined by GEOID03.
 GP0069
 GP0069.The dynamic height is computed by dividing the NAVD 88
 GP0069.geopotential number by the normal gravity value computed on the
 GP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0069.degrees latitude (g = 980.6199 gals.).
 GP0069
 GP0069.The modeled gravity was interpolated from observed gravity values.
 GP0069
 GP0069;                    North         East    Units  Estimated Accuracy
 GP0069;SPC AZ C     -   656,720.      253,680.      MT  (+/- 180 meters Scaled)
 GP0069
 GP0069                          SUPERSEDED SURVEY CONTROL
 GP0069
 GP0069  NGVD 29 (??/??/92) 1290.701  (m)         4234.57   (f) ADJ UNCH    1 2
 GP0069
 GP0069.Superseded values are not recommended for survey control.
 GP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0069.See file dsdata.txt to determine how the superseded data were derived.
 GP0069
 GP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF586861(NAD 83)
 GP0069_MARKER: DB = BENCH MARK DISK
 GP0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0069_STAMPING: M 405 1962
 GP0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0069+STABILITY: SURFACE MOTION
 GP0069
 GP0069  HISTORY     - Date     Condition        Report By
 GP0069  HISTORY     - 1962     MONUMENTED       CGS
 GP0069  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0069
 GP0069                          STATION DESCRIPTION
 GP0069
 GP0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0069'IN PAGE.
 GP0069'ABOUT 0.3 MILE WEST ALONG SEVENTH AVENUE FROM THE INTERSECTION OF
 GP0069'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  54 FEET SOUTHWEST OF THE
 GP0069'CENTER LINE OF SEVENTH AVENUE, 298 FEET WEST-NORTHWEST OF THE
 GP0069'NORTHWEST CORNER OF THE GLEN CANYON STEAKHOUSE AND MOTEL, 7 FEET NORTH
 GP0069'OF A POWER POLE WHICH IS BRACED WITH 2 GUY WIRES, 2.0 FEET WEST OF A
 GP0069'METAL WITNESS POST, ABOUT LEVEL WITH SEVENTH AVENUE, AND SET IN THE
 GP0069'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GP0069
 GP0069                          STATION RECOVERY (1978)
 GP0069
 GP0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0070 ***********************************************************************
 GP0070  DESIGNATION -  M 405 RESET
 GP0070  PID         -  GP0070
 GP0070  STATE/COUNTY-  AZ/COCONINO
 GP0070  USGS QUAD   -  PAGE (1985)
 GP0070
 GP0070                         *CURRENT SURVEY CONTROL
 GP0070  ___________________________________________________________________
 GP0070* NAD 83(1986)-  36 55 13.     (N)    111 27 51.     (W)     SCALED    
 GP0070* NAVD 88     -      1291.75   (meters)    4238.0    (feet)  RESET     
 GP0070  ___________________________________________________________________
 GP0070  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0070  VERT ORDER  -  THIRD
 GP0070
 GP0070.The horizontal coordinates were scaled from a topographic map and have
 GP0070.an estimated accuracy of +/- 6 seconds.
 GP0070
 GP0070.The orthometric height was computed from unverified reset data.
 GP0070
 GP0070.The geoid height was determined by GEOID03.
 GP0070
 GP0070;                    North         East    Units  Estimated Accuracy
 GP0070;SPC AZ C     -   656,720.      253,680.      MT  (+/- 180 meters Scaled)
 GP0070
 GP0070                          SUPERSEDED SURVEY CONTROL
 GP0070
 GP0070  NGVD 29 (03/28/06) 1290.86   (m)         4235.1    (f) RESET       3  
 GP0070
 GP0070.Superseded values are not recommended for survey control.
 GP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0070.See file dsdata.txt to determine how the superseded data were derived.
 GP0070
 GP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF586861(NAD 83)
 GP0070_MARKER: DB = BENCH MARK DISK
 GP0070_SETTING: 66 = SET IN ROCK OUTCROP
 GP0070_SP_SET: SANDSTONE OUTCROP
 GP0070_STAMPING: M 405 RESET
 GP0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0070+STABILITY: POSITION/ELEVATION WELL
 GP0070
 GP0070  HISTORY     - Date     Condition        Report By
 GP0070  HISTORY     - 1976     MONUMENTED       NGS
 GP0070  HISTORY     - 1976     GOOD             NGS
 GP0070  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0070
 GP0070                          STATION DESCRIPTION
 GP0070
 GP0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GP0070'IN PAGE.
 GP0070'ABOUT 0.3 MILE WEST ALONG 7TH AVENUE FROM THE INTERSECTION OF NAVAJO
 GP0070'DRIVE AND 7TH AVENUE TO THE MARK ON THE RIGHT ABOVE THE HIGHWAY CUT.
 GP0070'32 PACES SOUTHEAST OF THE SOUTHEAST END OF A TELEPHONE LINE ABOVE THE
 GP0070'GROUND (LINE GOES UNDERGROUND AT THIS POLE).  45 FEET NORTH OF THE
 GP0070'CENTERLINE OF U.S. HIGHWAY 89 AND ACROSS THE HIGHWAY FROM SIGN,
 GP0070'ENTERING PAGE.  SET IN A DRILL HOLE IN AN OUTCROP OF SANDSTONE ABOUT 4
 GP0070'FEET LONG AND NEARLY FLUSH.
 GP0070
 GP0070                          STATION RECOVERY (1983)
 GP0070
 GP0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0070'NOT RECOVERED.  CONSTRUCTION IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0334 ***********************************************************************
 ER0334  DESIGNATION -  M 406
 ER0334  PID         -  ER0334
 ER0334  STATE/COUNTY-  AZ/APACHE
 ER0334  USGS QUAD   -  MC NARY (1985)
 ER0334
 ER0334                         *CURRENT SURVEY CONTROL
 ER0334  ___________________________________________________________________
 ER0334* NAD 83(1986)-  34 04 26.     (N)    109 51 31.     (W)     SCALED    
 ER0334* NAVD 88     -      2225.793  (meters)    7302.46   (feet)  ADJUSTED  
 ER0334  ___________________________________________________________________
 ER0334  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0334  DYNAMIC HT  -        2222.334 (meters)    7291.11  (feet)  COMP
 ER0334  MODELED GRAV-     979,001.9   (mgal)                       NAVD 88
 ER0334
 ER0334  VERT ORDER  -  FIRST     CLASS II
 ER0334
 ER0334.The horizontal coordinates were scaled from a topographic map and have
 ER0334.an estimated accuracy of +/- 6 seconds.
 ER0334
 ER0334.The orthometric height was determined by differential leveling
 ER0334.and adjusted in June 1991.
 ER0334
 ER0334.The geoid height was determined by GEOID03.
 ER0334
 ER0334.The dynamic height is computed by dividing the NAVD 88
 ER0334.geopotential number by the normal gravity value computed on the
 ER0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0334.degrees latitude (g = 980.6199 gals.).
 ER0334
 ER0334.The modeled gravity was interpolated from observed gravity values.
 ER0334
 ER0334;                    North         East    Units  Estimated Accuracy
 ER0334;SPC AZ E     -   340,890.      241,790.      MT  (+/- 180 meters Scaled)
 ER0334
 ER0334                          SUPERSEDED SURVEY CONTROL
 ER0334
 ER0334.No superseded survey control is available for this station.
 ER0334
 ER0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC053709(NAD 83)
 ER0334_MARKER: DB = BENCH MARK DISK
 ER0334_SETTING: 66 = SET IN ROCK OUTCROP
 ER0334_SP_SET: ROCK OUTCROP
 ER0334_STAMPING: M 406 1979
 ER0334_MARK LOGO: NGS   
 ER0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0334+STABILITY: POSITION/ELEVATION WELL
 ER0334
 ER0334  HISTORY     - Date     Condition        Report By
 ER0334  HISTORY     - 1979     MONUMENTED       NGS
 ER0334  HISTORY     - 1983     GOOD             NGS
 ER0334
 ER0334                          STATION DESCRIPTION
 ER0334
 ER0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0334'0.3 MI WEST FROM MCNARY.
 ER0334'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0334'AND THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 260, 0.05 MILE EAST
 ER0334'APACHE-NAVAJO COUNTIES LINE, MARK IS SET ON THE SOUTHEAST EDGE OF A
 ER0334'WASH, 98.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 96.7 FEET
 ER0334'WEST OF THE SOUTHWEST CORNER OF A ONE STORY WOOD FRAME HOUSE AND
 ER0334'85.9 FEET NORTHEAST OF THE NORTH END OF A 3-FOOT CORRUGATED STEEL
 ER0334'PIPE CULVERT LEADING SOUTH UNDER THE HIGHWAY.
 ER0334'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 ER0334'THE MARK IS 10 FT BELOW THE HIGHWAY.
 ER0334
 ER0334                          STATION RECOVERY (1983)
 ER0334
 ER0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1219 ***********************************************************************
 DU1219  DESIGNATION -  M 407
 DU1219  PID         -  DU1219
 DU1219  STATE/COUNTY-  AZ/GILA
 DU1219  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1219
 DU1219                         *CURRENT SURVEY CONTROL
 DU1219  ___________________________________________________________________
 DU1219* NAD 83(1986)-  33 50 05.     (N)    110 26 42.     (W)     SCALED    
 DU1219* NAVD 88     -      1463.986  (meters)    4803.09   (feet)  ADJUSTED  
 DU1219  ___________________________________________________________________
 DU1219  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DU1219  DYNAMIC HT  -        1461.910 (meters)    4796.28  (feet)  COMP
 DU1219  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 DU1219
 DU1219  VERT ORDER  -  FIRST     CLASS II
 DU1219
 DU1219.The horizontal coordinates were scaled from a topographic map and have
 DU1219.an estimated accuracy of +/- 6 seconds.
 DU1219
 DU1219.The orthometric height was determined by differential leveling
 DU1219.and adjusted in June 1991.
 DU1219
 DU1219.The geoid height was determined by GEOID03.
 DU1219
 DU1219.The dynamic height is computed by dividing the NAVD 88
 DU1219.geopotential number by the normal gravity value computed on the
 DU1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1219.degrees latitude (g = 980.6199 gals.).
 DU1219
 DU1219.The modeled gravity was interpolated from observed gravity values.
 DU1219
 DU1219;                    North         East    Units  Estimated Accuracy
 DU1219;SPC AZ E     -   314,360.      187,600.      MT  (+/- 180 meters Scaled)
 DU1219
 DU1219                          SUPERSEDED SURVEY CONTROL
 DU1219
 DU1219.No superseded survey control is available for this station.
 DU1219
 DU1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC513439(NAD 83)
 DU1219_MARKER: DB = BENCH MARK DISK
 DU1219_SETTING: 66 = SET IN ROCK OUTCROP
 DU1219_SP_SET: ROCK OUTCROP
 DU1219_STAMPING: M 407 1979
 DU1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1219+STABILITY: POSITION/ELEVATION WELL
 DU1219
 DU1219  HISTORY     - Date     Condition        Report By
 DU1219  HISTORY     - 1979     MONUMENTED       NGS
 DU1219
 DU1219                          STATION DESCRIPTION
 DU1219
 DU1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1219'44.3 MI NE FROM GLOBE.
 DU1219'6.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1219'IN SALT RIVER CANYON, 44.6 FEET WEST AND ACROSS THE HIGHWAY FROM A
 DU1219'GUARD RAIL AND 28.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1219'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA
 DU1219'COUNTY COURTHOUSE IN GLOBE.
 DU1219'THE MARK IS 2.6 FT  W FROM A WITNESS POST.
 DU1219'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0445 ***********************************************************************
 DT0445  DESIGNATION -  M 408
 DT0445  PID         -  DT0445
 DT0445  STATE/COUNTY-  AZ/NAVAJO
 DT0445  USGS QUAD   -  WHITERIVER (1984)
 DT0445
 DT0445                         *CURRENT SURVEY CONTROL
 DT0445  ___________________________________________________________________
 DT0445* NAD 83(1986)-  33 51 13.     (N)    109 57 50.     (W)     SCALED    
 DT0445* NAVD 88     -      1614.460  (meters)    5296.77   (feet)  ADJUSTED  
 DT0445  ___________________________________________________________________
 DT0445  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 DT0445  DYNAMIC HT  -        1612.095 (meters)    5289.02  (feet)  COMP
 DT0445  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 DT0445
 DT0445  VERT ORDER  -  FIRST     CLASS II
 DT0445
 DT0445.The horizontal coordinates were scaled from a topographic map and have
 DT0445.an estimated accuracy of +/- 6 seconds.
 DT0445
 DT0445.The orthometric height was determined by differential leveling
 DT0445.and adjusted in June 1991.
 DT0445
 DT0445.The geoid height was determined by GEOID03.
 DT0445
 DT0445.The dynamic height is computed by dividing the NAVD 88
 DT0445.geopotential number by the normal gravity value computed on the
 DT0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0445.degrees latitude (g = 980.6199 gals.).
 DT0445
 DT0445.The modeled gravity was interpolated from observed gravity values.
 DT0445
 DT0445;                    North         East    Units  Estimated Accuracy
 DT0445;SPC AZ E     -   316,440.      232,120.      MT  (+/- 180 meters Scaled)
 DT0445
 DT0445                          SUPERSEDED SURVEY CONTROL
 DT0445
 DT0445.No superseded survey control is available for this station.
 DT0445
 DT0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC958464(NAD 83)
 DT0445_MARKER: DB = BENCH MARK DISK
 DT0445_SETTING: 66 = SET IN ROCK OUTCROP
 DT0445_SP_SET: ROCK OUTCROP
 DT0445_STAMPING: M 408 1979
 DT0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0445+STABILITY: POSITION/ELEVATION WELL
 DT0445
 DT0445  HISTORY     - Date     Condition        Report By
 DT0445  HISTORY     - 1979     MONUMENTED       NGS
 DT0445
 DT0445                          STATION DESCRIPTION
 DT0445
 DT0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0445'1.3 MI NORTH FROM WHITERIVER.
 DT0445'1.25 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0445'HEADQUARTERS IN WHITERIVER, 93.6 FEET EAST OF THE CENTERLINE OF THE
 DT0445'HIGHWAY, 60.3 FEET EAST OF UTILITY POLE NUMBER I 30 AND 56.8 FEET
 DT0445'EAST-SOUTHEAST OF THE EAST END OF A 36-INCH CORRUGATED STEEL PIPE
 DT0445'CULVERT LEADING WEST UNDER THE HIGHWAY.
 DT0445'THE MARK IS 6.3 FT  N FROM A WITNESS POST.
 DT0445'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0473 ***********************************************************************
 DT0473  DESIGNATION -  M 409
 DT0473  PID         -  DT0473
 DT0473  STATE/COUNTY-  AZ/APACHE
 DT0473  USGS QUAD   -  ALPINE (1991)
 DT0473
 DT0473                         *CURRENT SURVEY CONTROL
 DT0473  ___________________________________________________________________
 DT0473* NAD 83(1986)-  33 51 05.     (N)    109 08 48.     (W)     SCALED    
 DT0473* NAVD 88     -      2440.724  (meters)    8007.61   (feet)  ADJUSTED  
 DT0473  ___________________________________________________________________
 DT0473  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DT0473  DYNAMIC HT  -        2436.721 (meters)    7994.48  (feet)  COMP
 DT0473  MODELED GRAV-     978,908.1   (mgal)                       NAVD 88
 DT0473
 DT0473  VERT ORDER  -  FIRST     CLASS II
 DT0473
 DT0473.The horizontal coordinates were scaled from a topographic map and have
 DT0473.an estimated accuracy of +/- 6 seconds.
 DT0473
 DT0473.The orthometric height was determined by differential leveling
 DT0473.and adjusted in June 1991.
 DT0473
 DT0473.The geoid height was determined by GEOID03.
 DT0473
 DT0473.The dynamic height is computed by dividing the NAVD 88
 DT0473.geopotential number by the normal gravity value computed on the
 DT0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0473.degrees latitude (g = 980.6199 gals.).
 DT0473
 DT0473.The modeled gravity was interpolated from observed gravity values.
 DT0473
 DT0473;                    North         East    Units  Estimated Accuracy
 DT0473;SPC AZ E     -   316,640.      307,750.      MT  (+/- 180 meters Scaled)
 DT0473
 DT0473                          SUPERSEDED SURVEY CONTROL
 DT0473
 DT0473.No superseded survey control is available for this station.
 DT0473
 DT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC714472(NAD 83)
 DT0473_MARKER: DB = BENCH MARK DISK
 DT0473_SETTING: 66 = SET IN ROCK OUTCROP
 DT0473_SP_SET: ROCK OUTCROP
 DT0473_STAMPING: M 409 1980
 DT0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0473+STABILITY: POSITION/ELEVATION WELL
 DT0473
 DT0473  HISTORY     - Date     Condition        Report By
 DT0473  HISTORY     - 1980     MONUMENTED       NGS
 DT0473  HISTORY     - 20050729 GOOD             USPSQD
 DT0473
 DT0473                          STATION DESCRIPTION
 DT0473
 DT0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0473'0.3 KM NW FROM ALPINE.
 DT0473'0.3 KM (0.2 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0473'POST OFFICE IN ALPINE, 0.3 KM (0.2 MI) SOUTHEAST OF MILE
 DT0473'POST 426, 37.5 METERS (123.0 FT) WEST OF A FENCE, 26.4 METERS
 DT0473'(86.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 32.0 METERS
 DT0473'(104 9 FT) WEST OF THE CENTER OF A SIDE ROAD LEADIND NORTH.
 DT0473'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DT0473'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DT0473
 DT0473                          STATION RECOVERY (2005)
 DT0473
 DT0473'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0016 ***********************************************************************
 ES0016  DESIGNATION -  M 41
 ES0016  PID         -  ES0016
 ES0016  STATE/COUNTY-  AZ/NAVAJO
 ES0016  USGS QUAD   -  PORTER CANYON (1986)
 ES0016
 ES0016                         *CURRENT SURVEY CONTROL
 ES0016  ___________________________________________________________________
 ES0016* NAD 83(1986)-  34 51 36.     (N)    110 09 41.     (W)     SCALED    
 ES0016* NAVD 88     -      1599.280  (meters)    5246.97   (feet)  ADJUSTED  
 ES0016  ___________________________________________________________________
 ES0016  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0016  DYNAMIC HT  -        1597.074 (meters)    5239.73  (feet)  COMP
 ES0016  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 ES0016
 ES0016  VERT ORDER  -  FIRST     CLASS II
 ES0016
 ES0016.The horizontal coordinates were scaled from a topographic map and have
 ES0016.an estimated accuracy of +/- 6 seconds.
 ES0016
 ES0016.The orthometric height was determined by differential leveling
 ES0016.and adjusted in June 1991.
 ES0016
 ES0016.The geoid height was determined by GEOID03.
 ES0016
 ES0016.The dynamic height is computed by dividing the NAVD 88
 ES0016.geopotential number by the normal gravity value computed on the
 ES0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0016.degrees latitude (g = 980.6199 gals.).
 ES0016
 ES0016.The modeled gravity was interpolated from observed gravity values.
 ES0016
 ES0016;                    North         East    Units  Estimated Accuracy
 ES0016;SPC AZ E     -   428,040.      213,840.      MT  (+/- 180 meters Scaled)
 ES0016
 ES0016                          SUPERSEDED SURVEY CONTROL
 ES0016
 ES0016  NGVD 29 (??/??/92) 1598.451  (m)         5244.25   (f) ADJ UNCH    1 2
 ES0016
 ES0016.Superseded values are not recommended for survey control.
 ES0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0016.See file dsdata.txt to determine how the superseded data were derived.
 ES0016
 ES0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD766578(NAD 83)
 ES0016_MARKER: DB = BENCH MARK DISK
 ES0016_SETTING: 66 = SET IN ROCK OUTCROP
 ES0016_SP_SET: SANDSTONE OUTCROP
 ES0016_STAMPING: M-41 EL.5244 1934
 ES0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0016+STABILITY: POSITION/ELEVATION WELL
 ES0016
 ES0016  HISTORY     - Date     Condition        Report By
 ES0016  HISTORY     - 1934     MONUMENTED       CGS
 ES0016  HISTORY     - 1955     MARK NOT FOUND   USGS
 ES0016  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0016
 ES0016                          STATION DESCRIPTION
 ES0016
 ES0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0016'3.7 MI S FROM HOLBROOK.
 ES0016'3.7 MILES SOUTH OF POST OFFICE, ALONG APACHE RAILROAD.  276 FT. SOUTH
 ES0016'OF CENTER LINE OF HIGHWAY CROSSING.  88 FT. WEST OF CENTER LINE OF
 ES0016'TRACK.  33 FT. EAST OF CENTER LINE OF STATE HIGHWAY NO. 77.13 FT. WEST
 ES0016'OF POLE LINE.  SET IN SAND STONE OUTCROP FLUSH WITH SURFACE OF GROUND.
 ES0016
 ES0016                          STATION RECOVERY (1955)
 ES0016
 ES0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ES0016'MARK NOT FOUND.
 ES0016
 ES0016                          STATION RECOVERY (1983)
 ES0016
 ES0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0347 ***********************************************************************
 ER0347  DESIGNATION -  M 410
 ER0347  PID         -  ER0347
 ER0347  STATE/COUNTY-  AZ/APACHE
 ER0347  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0347
 ER0347                         *CURRENT SURVEY CONTROL
 ER0347  ___________________________________________________________________
 ER0347* NAD 83(1986)-  34 02 39.     (N)    109 42 27.     (W)     SCALED    
 ER0347* NAVD 88     -      2461.376  (meters)    8075.36   (feet)  ADJUSTED  
 ER0347  ___________________________________________________________________
 ER0347  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 ER0347  DYNAMIC HT  -        2457.426 (meters)    8062.41  (feet)  COMP
 ER0347  MODELED GRAV-     978,941.8   (mgal)                       NAVD 88
 ER0347
 ER0347  VERT ORDER  -  FIRST     CLASS II
 ER0347
 ER0347.The horizontal coordinates were scaled from a topographic map and have
 ER0347.an estimated accuracy of +/- 6 seconds.
 ER0347
 ER0347.The orthometric height was determined by differential leveling
 ER0347.and adjusted in June 1991.
 ER0347
 ER0347.The geoid height was determined by GEOID03.
 ER0347
 ER0347.The dynamic height is computed by dividing the NAVD 88
 ER0347.geopotential number by the normal gravity value computed on the
 ER0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0347.degrees latitude (g = 980.6199 gals.).
 ER0347
 ER0347.The modeled gravity was interpolated from observed gravity values.
 ER0347
 ER0347;                    North         East    Units  Estimated Accuracy
 ER0347;SPC AZ E     -   337,650.      255,750.      MT  (+/- 180 meters Scaled)
 ER0347
 ER0347                          SUPERSEDED SURVEY CONTROL
 ER0347
 ER0347.No superseded survey control is available for this station.
 ER0347
 ER0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC193678(NAD 83)
 ER0347_MARKER: I = METAL ROD
 ER0347_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0347+WITH SETTING: INFORMATION.
 ER0347_SP_SET: SHALLOW SET METAL ROD
 ER0347_STAMPING: M 410 1980
 ER0347_PROJECTION: FLUSH
 ER0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0347_ROD/PIPE-DEPTH: 1.5  meters
 ER0347
 ER0347  HISTORY     - Date     Condition        Report By
 ER0347  HISTORY     - 1980     MONUMENTED       NGS
 ER0347
 ER0347                          STATION DESCRIPTION
 ER0347
 ER0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0347'15.1 KM EAST FROM MCNARY.
 ER0347'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0347'OFFICE IN MCNARY. THENCE 15.0 KM (9.35 MI) EAST ALONG
 ER0347'STATE HIGHWAY 260, 38.1 METERS (125.0 FT) NORTH-NORTHWEST OF MILE
 ER0347'POST 370, 30.5 METERS (100.0 FT) NORTH OF THE CENTERLINE OF THE
 ER0347'HIGHWAY AND 0.4 METERS (1.3 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 ER0347'REACHED AT 1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0347'THOROUGH A 5-INCH LOGO CAP.
 ER0347'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 ER0347'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0355 ***********************************************************************
 ER0355  DESIGNATION -  M 411
 ER0355  PID         -  ER0355
 ER0355  STATE/COUNTY-  AZ/APACHE
 ER0355  USGS QUAD   -  GREENS PEAK (1969)
 ER0355
 ER0355                         *CURRENT SURVEY CONTROL
 ER0355  ___________________________________________________________________
 ER0355* NAD 83(1986)-  34 02 22.     (N)    109 36 07.     (W)     SCALED    
 ER0355* NAVD 88     -      2757.387  (meters)    9046.53   (feet)  ADJUSTED  
 ER0355  ___________________________________________________________________
 ER0355  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 ER0355  DYNAMIC HT  -        2752.815 (meters)    9031.53  (feet)  COMP
 ER0355  MODELED GRAV-     978,876.7   (mgal)                       NAVD 88
 ER0355
 ER0355  VERT ORDER  -  FIRST     CLASS II
 ER0355
 ER0355.The horizontal coordinates were scaled from a topographic map and have
 ER0355.an estimated accuracy of +/- 6 seconds.
 ER0355
 ER0355.The orthometric height was determined by differential leveling
 ER0355.and adjusted in June 1991.
 ER0355
 ER0355.The geoid height was determined by GEOID03.
 ER0355
 ER0355.The dynamic height is computed by dividing the NAVD 88
 ER0355.geopotential number by the normal gravity value computed on the
 ER0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0355.degrees latitude (g = 980.6199 gals.).
 ER0355
 ER0355.The modeled gravity was interpolated from observed gravity values.
 ER0355
 ER0355;                    North         East    Units  Estimated Accuracy
 ER0355;SPC AZ E     -   337,170.      265,500.      MT  (+/- 180 meters Scaled)
 ER0355
 ER0355                          SUPERSEDED SURVEY CONTROL
 ER0355
 ER0355.No superseded survey control is available for this station.
 ER0355
 ER0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC290674(NAD 83)
 ER0355_MARKER: DB = BENCH MARK DISK
 ER0355_SETTING: 66 = SET IN ROCK OUTCROP
 ER0355_SP_SET: ROCK OUTCROP
 ER0355_STAMPING: M 411 1980
 ER0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0355+STABILITY: POSITION/ELEVATION WELL
 ER0355
 ER0355  HISTORY     - Date     Condition        Report By
 ER0355  HISTORY     - 1980     MONUMENTED       NGS
 ER0355
 ER0355                          STATION DESCRIPTION
 ER0355
 ER0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0355'26.2 KM EAST FROM MCNARY.
 ER0355'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FRON THE POST
 ER0355'OFFICE IN MCNARY, THENCE 26.1 KM (16.2 MI) EAST ALONG STATE
 ER0355'HIGHWAY 260, 1.1 KM (0.7 MI) SOUTHWEST OF THE JUNCTION OF
 ER0355'STATE HIGHWAY 273, IN TOP OF A 5 BY 10 FT ROCK OUTCROP, 32.2
 ER0355'METERS (105.5 FT) WEST-SOUTHWEST OF THE SOUTH END OF A 2 FT
 ER0355'GALVANIZED PIPE CULVERT, 15.5 METERS (50.7 FT) SOUTH OF THE
 ER0355'CENTERLINE OF THE HIGHWAY AND 15.0 METERS (49.4 FT) NORTH OF A FENCE.
 ER0355'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ER0355'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1026 ***********************************************************************
 DV1026  DESIGNATION -  M 413 42
 DV1026  PID         -  DV1026
 DV1026  STATE/COUNTY-  AZ/MARICOPA
 DV1026  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1026
 DV1026                         *CURRENT SURVEY CONTROL
 DV1026  ___________________________________________________________________
 DV1026* NAD 83(1986)-  33 33 35.     (N)    113 18 01.     (W)     SCALED    
 DV1026* NAVD 88     -       412.67   (+/-2cm)    1353.9    (feet)  VERTCON   
 DV1026  ___________________________________________________________________
 DV1026  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1026
 DV1026.The horizontal coordinates were scaled from a topographic map and have
 DV1026.an estimated accuracy of +/- 6 seconds.
 DV1026
 DV1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1026.The vertical order pertains to the NGVD 29 superseded value.
 DV1026
 DV1026.The geoid height was determined by GEOID03.
 DV1026
 DV1026;                    North         East    Units  Estimated Accuracy
 DV1026;SPC AZ C     -   284,680.       84,890.      MT  (+/- 180 meters Scaled)
 DV1026
 DV1026                          SUPERSEDED SURVEY CONTROL
 DV1026
 DV1026  NGVD 29 (??/??/92)  412.029  (m)         1351.80   (f) ADJ UNCH    2 0
 DV1026
 DV1026.Superseded values are not recommended for survey control.
 DV1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1026.See file dsdata.txt to determine how the superseded data were derived.
 DV1026
 DV1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC864157(NAD 83)
 DV1026_MARKER: DB = BENCH MARK DISK
 DV1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1026_STAMPING: M 413 42 1962
 DV1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1026+STABILITY: SURFACE MOTION
 DV1026
 DV1026  HISTORY     - Date     Condition        Report By
 DV1026  HISTORY     - 1962     MONUMENTED       CGS
 DV1026  HISTORY     - 19860519 MARK NOT FOUND   USGS
 DV1026
 DV1026                          STATION DESCRIPTION
 DV1026
 DV1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1026'25.8 MI SE FROM SALOME.
 DV1026'22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1026'AT SALOME TO THE JUNCTION OF A ROAD NORTH TO AGUILA, AND A NARROW
 DV1026'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1026'BLADED ROAD TO THE CROSSING OF A BLADED TRACK WHICH IS THE CENTER OF
 DV1026'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 30 FEET EAST OF
 DV1026'THE CENTER OF THE ROAD, 2.8 FEET NORTHWEST OF A METAL WITNESS POST,
 DV1026'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV1026
 DV1026                          STATION RECOVERY (1986)
 DV1026
 DV1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JRM)
 DV1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1016 ***********************************************************************
 DU1016  DESIGNATION -  M 414
 DU1016  PID         -  DU1016
 DU1016  STATE/COUNTY-  AZ/PINAL
 DU1016  USGS QUAD   -  GILA BUTTE (1981)
 DU1016
 DU1016                         *CURRENT SURVEY CONTROL
 DU1016  ___________________________________________________________________
 DU1016* NAD 83(1986)-  33 09 32.     (N)    111 52 23.     (W)     SCALED    
 DU1016* NAVD 88     -       365.02   (+/-2cm)    1197.6    (feet)  VERTCON   
 DU1016  ___________________________________________________________________
 DU1016  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1016
 DU1016.The horizontal coordinates were scaled from a topographic map and have
 DU1016.an estimated accuracy of +/- 6 seconds.
 DU1016
 DU1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1016.The vertical order pertains to the NGVD 29 superseded value.
 DU1016
 DU1016.The geoid height was determined by GEOID03.
 DU1016
 DU1016;                    North         East    Units  Estimated Accuracy
 DU1016;SPC AZ C     -   239,370.      217,430.      MT  (+/- 180 meters Scaled)
 DU1016
 DU1016                          SUPERSEDED SURVEY CONTROL
 DU1016
 DU1016  NGVD 29 (??/??/92)  364.540  (m)         1195.99   (f) ADJ UNCH    2 0
 DU1016
 DU1016.Superseded values are not recommended for survey control.
 DU1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1016.See file dsdata.txt to determine how the superseded data were derived.
 DU1016
 DU1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB185692(NAD 83)
 DU1016_MARKER: DB = BENCH MARK DISK
 DU1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1016_STAMPING: M 414 1962
 DU1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1016+STABILITY: SURFACE MOTION
 DU1016
 DU1016  HISTORY     - Date     Condition        Report By
 DU1016  HISTORY     - 1962     MONUMENTED       CGS
 DU1016
 DU1016                          STATION DESCRIPTION
 DU1016
 DU1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1016'19.85 MI SW FROM CHANDLER.
 DU1016'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1016'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 6.2
 DU1016'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD TO A POWER LINE CROSSING
 DU1016'AND A TRACK ROAD LEADING SOUTHEAST ALONG THE POWER LINE, THENCE 5.8
 DU1016'MILES SOUTHEAST ALONG THE TRACK ROAD, THENCE 0.75 MILE SOUTH-SOUTHEAST
 DU1016'ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DU1016'INTERSTATE HIGHWAY 10, SET IN THE CENTER OF THE TRACK ROAD, ABOUT
 DU1016'LEVEL WITH THE TRACK ROAD, AND SET IN TOP OF A CONCRETE POST
 DU1016'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0968 ***********************************************************************
 DV0968  DESIGNATION -  M 415 62
 DV0968  PID         -  DV0968
 DV0968  STATE/COUNTY-  AZ/MARICOPA
 DV0968  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 DV0968
 DV0968                         *CURRENT SURVEY CONTROL
 DV0968  ___________________________________________________________________
 DV0968* NAD 83(1986)-  33 30 04.     (N)    112 57 16.     (W)     SCALED    
 DV0968* NAVD 88     -       352.72   (+/-2cm)    1157.2    (feet)  VERTCON   
 DV0968  ___________________________________________________________________
 DV0968  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0968
 DV0968.The horizontal coordinates were scaled from a topographic map and have
 DV0968.an estimated accuracy of +/- 6 seconds.
 DV0968
 DV0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0968.The vertical order pertains to the NGVD 29 superseded value.
 DV0968
 DV0968.The geoid height was determined by GEOID03.
 DV0968
 DV0968;                    North         East    Units  Estimated Accuracy
 DV0968;SPC AZ C     -   277,810.      116,940.      MT  (+/- 180 meters Scaled)
 DV0968
 DV0968                          SUPERSEDED SURVEY CONTROL
 DV0968
 DV0968  NGVD 29 (??/??/92)  352.076  (m)         1155.10   (f) ADJ UNCH    2 0
 DV0968
 DV0968.Superseded values are not recommended for survey control.
 DV0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0968.See file dsdata.txt to determine how the superseded data were derived.
 DV0968
 DV0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC184085(NAD 83)
 DV0968_MARKER: DB = BENCH MARK DISK
 DV0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0968_STAMPING: M 415 62 1962
 DV0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0968+STABILITY: SURFACE MOTION
 DV0968
 DV0968  HISTORY     - Date     Condition        Report By
 DV0968  HISTORY     - 1962     MONUMENTED       CGS
 DV0968  HISTORY     - 19860501 MARK NOT FOUND   USGS
 DV0968
 DV0968                          STATION DESCRIPTION
 DV0968
 DV0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0968'1.4 MI NW FROM TONOPAH.
 DV0968'0.85 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0968'THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, 16 FEET WEST OF THE CENTER
 DV0968'OF THE ROAD, 3 FEET EAST OF A FENCE, 66 FEET NORTHWEST OF A FENCE
 DV0968'CORNER, 1.9 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF
 DV0968'A CONCRETE POST PROJECTING 1 INCH.
 DV0968
 DV0968                          STATION RECOVERY (1986)
 DV0968
 DV0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SDC)
 DV0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1397 ***********************************************************************
 CZ1397  DESIGNATION -  M 416
 CZ1397  PID         -  CZ1397
 CZ1397  STATE/COUNTY-  AZ/PINAL
 CZ1397  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1397
 CZ1397                         *CURRENT SURVEY CONTROL
 CZ1397  ___________________________________________________________________
 CZ1397* NAD 83(1986)-  32 53 25.     (N)    111 41 15.     (W)     SCALED    
 CZ1397* NAVD 88     -       432.28   (+/-2cm)    1418.2    (feet)  VERTCON   
 CZ1397  ___________________________________________________________________
 CZ1397  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1397
 CZ1397.The horizontal coordinates were scaled from a topographic map and have
 CZ1397.an estimated accuracy of +/- 6 seconds.
 CZ1397
 CZ1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1397.The vertical order pertains to the NGVD 29 superseded value.
 CZ1397
 CZ1397.The geoid height was determined by GEOID03.
 CZ1397
 CZ1397;                    North         East    Units  Estimated Accuracy
 CZ1397;SPC AZ C     -   209,610.      234,800.      MT  (+/- 180 meters Scaled)
 CZ1397
 CZ1397                          SUPERSEDED SURVEY CONTROL
 CZ1397
 CZ1397  NGVD 29 (??/??/92)  431.765  (m)         1416.55   (f) ADJ UNCH    2 0
 CZ1397
 CZ1397.Superseded values are not recommended for survey control.
 CZ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1397.See file dsdata.txt to determine how the superseded data were derived.
 CZ1397
 CZ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB356393(NAD 83)
 CZ1397_MARKER: DB = BENCH MARK DISK
 CZ1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1397_STAMPING: M 416 1962
 CZ1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1397+STABILITY: SURFACE MOTION
 CZ1397
 CZ1397  HISTORY     - Date     Condition        Report By
 CZ1397  HISTORY     - 1962     MONUMENTED       CGS
 CZ1397  HISTORY     - 1966     GOOD             NGS
 CZ1397  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 CZ1397
 CZ1397                          STATION DESCRIPTION
 CZ1397
 CZ1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1397'4.7 MI NE FROM CASA GRANDE.
 CZ1397'0.1 MILE EAST ALONG SECOND STREET FROM THE POST OFFICE AT CASA GRANDE,
 CZ1397'THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST
 CZ1397'ALONG FLORENCE BLVD. TO A CANAL, THENCE 0.7 MILE NORTH ALONG A ROAD ON
 CZ1397'THE EAST SIDE OF THE CANAL, 15 FEET EAST OF THE CENTER OF THE ROAD,
 CZ1397'2.3 FEET EAST OF A FENCE CORNER, 2.9 FEET NORTH OF A METAL WITNESS
 CZ1397'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CZ1397
 CZ1397                          STATION RECOVERY (1966)
 CZ1397
 CZ1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1397'RECOVERED IN GOOD CONDITION.
 CZ1397
 CZ1397                          STATION RECOVERY (2007)
 CZ1397
 CZ1397'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1397'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1397'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1481 ***********************************************************************
 CZ1481  DESIGNATION -  M 418
 CZ1481  PID         -  CZ1481
 CZ1481  STATE/COUNTY-  AZ/COCHISE
 CZ1481  USGS QUAD   -  DRAGOON (1995)
 CZ1481
 CZ1481                         *CURRENT SURVEY CONTROL
 CZ1481  ___________________________________________________________________
 CZ1481* NAD 83(1986)-  32 01 52.     (N)    110 06 13.     (W)     SCALED    
 CZ1481* NAVD 88     -      1430.312  (meters)    4692.62   (feet)  ADJUSTED  
 CZ1481  ___________________________________________________________________
 CZ1481  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CZ1481  DYNAMIC HT  -        1428.119 (meters)    4685.42  (feet)  COMP
 CZ1481  MODELED GRAV-     979,055.9   (mgal)                       NAVD 88
 CZ1481  OBS GRAVITY -     979,051.1   (mgal)                       GRAV_OBS
 CZ1481
 CZ1481  VERT ORDER  -  FIRST     CLASS II
 CZ1481
 CZ1481.The horizontal coordinates were scaled from a topographic map and have
 CZ1481.an estimated accuracy of +/- 6 seconds.
 CZ1481
 CZ1481.The orthometric height was determined by differential leveling
 CZ1481.and adjusted in June 1991.
 CZ1481
 CZ1481.The geoid height was determined by GEOID03.
 CZ1481
 CZ1481.The dynamic height is computed by dividing the NAVD 88
 CZ1481.geopotential number by the normal gravity value computed on the
 CZ1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1481.degrees latitude (g = 980.6199 gals.).
 CZ1481
 CZ1481.The modeled gravity was interpolated from observed gravity values.
 CZ1481.The observed gravity was obtained from relative gravimeter ties
 CZ1481.to the IGSN71 gravity network.
 CZ1481
 CZ1481;                    North         East    Units  Estimated Accuracy
 CZ1481;SPC AZ E     -   114,320.      219,320.      MT  (+/- 180 meters Scaled)
 CZ1481
 CZ1481                          SUPERSEDED SURVEY CONTROL
 CZ1481
 CZ1481.No superseded survey control is available for this station.
 CZ1481
 CZ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA846442(NAD 83)
 CZ1481_MARKER: DB = BENCH MARK DISK
 CZ1481_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1481_SP_SET: ROCK OUTCROP
 CZ1481_STAMPING: M 418 1979
 CZ1481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1481+STABILITY: POSITION/ELEVATION WELL
 CZ1481
 CZ1481  HISTORY     - Date     Condition        Report By
 CZ1481  HISTORY     - 1979     MONUMENTED       NGS
 CZ1481
 CZ1481                          STATION DESCRIPTION
 CZ1481
 CZ1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1481'21.9 KM NE FROM BENSON.
 CZ1481'21.9 KILOMETERS (13.6 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1481'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN TOP OF THE NORTHEAST
 CZ1481'SLOPE OF A LARGE OUTCROP THAT WAS CUT IN HALF FOR THE EASTBOUND
 CZ1481'TRAFFIC LANE, AT A SMALL TURNOUT FOR THE EASTBOUND TRAFFIC, 0.8
 CZ1481'KILOMETER (0.5 MILE) SOUTHWEST OF MILE POST 318, 21.4 METERS (70
 CZ1481'FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND
 CZ1481'6.0 METERS (19.7 FEET) NORTHWEST OF A DRILL BIT CEMENTED IN THE
 CZ1481'OUTCROP USED AS A FENCE POST FOR THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CZ1481'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 CZ1481'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1499 ***********************************************************************
 CZ1499  DESIGNATION -  M 419
 CZ1499  PID         -  CZ1499
 CZ1499  STATE/COUNTY-  AZ/PIMA
 CZ1499  USGS QUAD   -  TUCSON SW (1992)
 CZ1499
 CZ1499                         *CURRENT SURVEY CONTROL
 CZ1499  ___________________________________________________________________
 CZ1499* NAD 83(1986)-  32 05 38.     (N)    110 57 37.     (W)     SCALED    
 CZ1499* NAVD 88     -       789.100  (meters)    2588.91   (feet)  ADJUSTED  
 CZ1499  ___________________________________________________________________
 CZ1499  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ1499  DYNAMIC HT  -         787.991 (meters)    2585.27  (feet)  COMP
 CZ1499  MODELED GRAV-     979,208.0   (mgal)                       NAVD 88
 CZ1499
 CZ1499  VERT ORDER  -  FIRST     CLASS II
 CZ1499
 CZ1499.The horizontal coordinates were scaled from a topographic map and have
 CZ1499.an estimated accuracy of +/- 6 seconds.
 CZ1499
 CZ1499.The orthometric height was determined by differential leveling
 CZ1499.and adjusted in June 1991.
 CZ1499
 CZ1499.The geoid height was determined by GEOID03.
 CZ1499
 CZ1499.The dynamic height is computed by dividing the NAVD 88
 CZ1499.geopotential number by the normal gravity value computed on the
 CZ1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1499.degrees latitude (g = 980.6199 gals.).
 CZ1499
 CZ1499.The modeled gravity was interpolated from observed gravity values.
 CZ1499
 CZ1499;                    North         East    Units  Estimated Accuracy
 CZ1499;SPC AZ C     -   121,680.      303,630.      MT  (+/- 180 meters Scaled)
 CZ1499
 CZ1499                          SUPERSEDED SURVEY CONTROL
 CZ1499
 CZ1499.No superseded survey control is available for this station.
 CZ1499
 CZ1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037508(NAD 83)
 CZ1499_MARKER: DB = BENCH MARK DISK
 CZ1499_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CZ1499_SP_SET: FOUNDATION
 CZ1499_STAMPING: M 419 1980
 CZ1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1499+STABILITY: SURFACE MOTION
 CZ1499
 CZ1499  HISTORY     - Date     Condition        Report By
 CZ1499  HISTORY     - 1980     MONUMENTED       NGS
 CZ1499
 CZ1499                          STATION DESCRIPTION
 CZ1499
 CZ1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1499'14.5 KM SOUTH FROM TUCSON.
 CZ1499'14.5 KILOMETERS (9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ1499'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ1499'SOUTH OF THE RAILROAD MILEPOST 993, 0.4 KILOMETER (0.25 MILE)
 CZ1499'NORTH OF THE T JUNCTION OF U S HIGHWAY 89 AND HUGHES ACCESS
 CZ1499'ROAD, THENCE 0.1 KILOMETER (0.05 MILE) WEST ALONG A PRIVATE
 CZ1499'DRIVE TO THE TUCSON CITY WATER WELL, 95.1 METERS (312 FEET)
 CZ1499'WEST OF THE CENTERLINE OF THE HIGHWAY AND SET IN TOP OF THE
 CZ1499'NORTHEAST CORNER OF A 1.5 X 3 METER (5 X 10 FOOT) CONCRETE
 CZ1499'SLAB PROJECTING 0.45 METER (1.5 FEET) ABOVE THE GROUND.
 CZ1499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0257 ***********************************************************************
 ER0257  DESIGNATION -  M 42
 ER0257  PID         -  ER0257
 ER0257  STATE/COUNTY-  AZ/APACHE
 ER0257  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0257
 ER0257                         *CURRENT SURVEY CONTROL
 ER0257  ___________________________________________________________________
 ER0257* NAD 83(1986)-  34 03 13.     (N)    109 43 47.     (W)     SCALED    
 ER0257* NAVD 88     -      2404.189  (meters)    7887.74   (feet)  ADJUSTED  
 ER0257  ___________________________________________________________________
 ER0257  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 ER0257  DYNAMIC HT  -        2400.350 (meters)    7875.15  (feet)  COMP
 ER0257  MODELED GRAV-     978,951.9   (mgal)                       NAVD 88
 ER0257
 ER0257  VERT ORDER  -  FIRST     CLASS II
 ER0257
 ER0257.The horizontal coordinates were scaled from a topographic map and have
 ER0257.an estimated accuracy of +/- 6 seconds.
 ER0257
 ER0257.The orthometric height was determined by differential leveling
 ER0257.and adjusted in June 1991.
 ER0257
 ER0257.The geoid height was determined by GEOID03.
 ER0257
 ER0257.The dynamic height is computed by dividing the NAVD 88
 ER0257.geopotential number by the normal gravity value computed on the
 ER0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0257.degrees latitude (g = 980.6199 gals.).
 ER0257
 ER0257.The modeled gravity was interpolated from observed gravity values.
 ER0257
 ER0257;                    North         East    Units  Estimated Accuracy
 ER0257;SPC AZ E     -   338,690.      253,700.      MT  (+/- 180 meters Scaled)
 ER0257
 ER0257                          SUPERSEDED SURVEY CONTROL
 ER0257
 ER0257  NGVD 29 (??/??/92) 2403.149  (m)         7884.33   (f) ADJ UNCH    1 2
 ER0257
 ER0257.Superseded values are not recommended for survey control.
 ER0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0257.See file dsdata.txt to determine how the superseded data were derived.
 ER0257
 ER0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC172688(NAD 83)
 ER0257_MARKER: DB = BENCH MARK DISK
 ER0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0257_STAMPING: M-42 1934
 ER0257_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0257+STABILITY: SURFACE MOTION
 ER0257
 ER0257  HISTORY     - Date     Condition        Report By
 ER0257  HISTORY     - 1934     MONUMENTED       CGS
 ER0257  HISTORY     - 1970     GOOD             USGS
 ER0257  HISTORY     - 1980     GOOD             NGS
 ER0257  HISTORY     - 20050729 GOOD             USPSQD
 ER0257
 ER0257                          STATION DESCRIPTION
 ER0257
 ER0257'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0257'7.7 MI E FROM MCNARY.
 ER0257'ABOUT 7.7 MILES EAST OF THE POST OFFICE AT MCNARY ALONG STATE HWY. NO.
 ER0257'73 TO A JUNCTION WITH A DIRT ROAD LEADING NORTH.   THIS JUNCTION IS
 ER0257'ALSO 0.2 MILE WEST OF THE JUNCTION OF STATE HWYS. NO. 73 AND NO. 473.
 ER0257'TURN NORTH ON DIRT ROAD AND GO 0.1 MILE TO OLD HIGHWAY.  TURN EAST ON
 ER0257'OLD HIGHWAY PAST CABIN FOR 0.1 MILE TO BM. BENCH MARK IS 500 FT. EAST
 ER0257'OF CABIN-- 33 FT. SOUTH CENTER LINE OF OLD HWY., AND 500 FT NORTH OF
 ER0257'JUNCTION OF HIGHWAYS 173 AND NO. 473.  A STANDARD DISK STAMPED M-42
 ER0257'1934, AND SET IN THE TOP OF A CONCRETE POST.
 ER0257
 ER0257                          STATION RECOVERY (1980)
 ER0257
 ER0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0257'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0257'OFFICE IN MCNARY, THENCE 12.7 KM (7.9 MI) EAST ALONG
 ER0257'STATE HIGHWAY 260, THENCE 0.2 KM (0.1 MI) NORTH ALONG A
 ER0257'GRAVEL ROAD, THENCE 0.2 KM (0.1 MI) EAST ALONG A WOODS ROAD
 ER0257'PASSING A CABIN, 157.3 METERS (516.0 FT) NORTHWEST OF THE CENTER
 ER0257'OF THE JUNCTION OF STATE HIGHWAYS 260 AND 473, 105.2 METERS (345.0
 ER0257'FT) EAST OF THE SOUTHEAST CORNER OF THE CABIN AND 8.4 METERS (27.5
 ER0257'FT) SOUTH OF THE CENTER OF THE ROAD.
 ER0257'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 ER0257'THE MARK IS 0.3 M ABOVE THE ROAD.
 ER0257
 ER0257                          STATION RECOVERY (2005)
 ER0257
 ER0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0257'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0100 ***********************************************************************
 ES0100  DESIGNATION -  M 42
 ES0100  PID         -  ES0100
 ES0100  STATE/COUNTY-  AZ/NAVAJO
 ES0100  USGS QUAD   -  HOLBROOK (1986)
 ES0100
 ES0100                         *CURRENT SURVEY CONTROL
 ES0100  ___________________________________________________________________
 ES0100* NAD 83(1986)-  34 53 33.     (N)    110 09 44.     (W)     SCALED    
 ES0100* NAVD 88     -      1556.379  (meters)    5106.22   (feet)  ADJUSTED  
 ES0100  ___________________________________________________________________
 ES0100  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES0100  DYNAMIC HT  -        1554.245 (meters)    5099.22  (feet)  COMP
 ES0100  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 ES0100
 ES0100  VERT ORDER  -  SECOND    CLASS 0
 ES0100
 ES0100.The horizontal coordinates were scaled from a topographic map and have
 ES0100.an estimated accuracy of +/- 6 seconds.
 ES0100
 ES0100.The orthometric height was determined by differential leveling
 ES0100.and adjusted in June 1991.
 ES0100
 ES0100.The geoid height was determined by GEOID03.
 ES0100
 ES0100.The dynamic height is computed by dividing the NAVD 88
 ES0100.geopotential number by the normal gravity value computed on the
 ES0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0100.degrees latitude (g = 980.6199 gals.).
 ES0100
 ES0100.The modeled gravity was interpolated from observed gravity values.
 ES0100
 ES0100;                    North         East    Units  Estimated Accuracy
 ES0100;SPC AZ E     -   431,650.      213,770.      MT  (+/- 180 meters Scaled)
 ES0100
 ES0100                          SUPERSEDED SURVEY CONTROL
 ES0100
 ES0100  NGVD 29 (??/??/92) 1555.573  (m)         5103.58   (f) ADJ UNCH    2 0
 ES0100
 ES0100.Superseded values are not recommended for survey control.
 ES0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0100.See file dsdata.txt to determine how the superseded data were derived.
 ES0100
 ES0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD765614(NAD 83)
 ES0100_MARKER: DD = SURVEY DISK
 ES0100_SETTING: 66 = SET IN ROCK OUTCROP
 ES0100_SP_SET: SANDSTONE OUTCROP
 ES0100_STAMPING: EL 5104 M 42 1934
 ES0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0100+STABILITY: POSITION/ELEVATION WELL
 ES0100
 ES0100  HISTORY     - Date     Condition        Report By
 ES0100  HISTORY     - 1934     MONUMENTED       USGS
 ES0100  HISTORY     - 1956     GOOD             NGS
 ES0100
 ES0100                          STATION DESCRIPTION
 ES0100
 ES0100'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ES0100'0.7 MI SE FROM HOLBROOK.
 ES0100'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ES0100'AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO COUNTY, IN THE SMALL
 ES0100'ANGLE AT THE JUNCTION OF STATE HIGHWAY 77, ABOUT 210 FEET SOUTH OF THE
 ES0100'CENTER OF THE JUNCTION, 22 FEET EAST OF THE CENTERLINE OF STATE
 ES0100'HIGHWAY 77, 50 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 260, AND IN
 ES0100'THE TOP OF A RED SANDSTONE OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY
 ES0100'STANDARD DISK, STAMPED EL 5104 M 42 1934.
 ES0100
 ES0100                          STATION RECOVERY (1956)
 ES0100
 ES0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0203 ***********************************************************************
 CF0203  DESIGNATION -  M 420
 CF0203  PID         -  CF0203
 CF0203  STATE/COUNTY-  AZ/COCHISE
 CF0203  USGS QUAD   -  PEARCE (1985)
 CF0203
 CF0203                         *CURRENT SURVEY CONTROL
 CF0203  ___________________________________________________________________
 CF0203* NAD 83(1986)-  31 54 14.     (N)    109 47 50.     (W)     SCALED    
 CF0203* NAVD 88     -      1328.700  (meters)    4359.24   (feet)  ADJUSTED  
 CF0203  ___________________________________________________________________
 CF0203  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0203  DYNAMIC HT  -        1326.656 (meters)    4352.54  (feet)  COMP
 CF0203  MODELED GRAV-     979,055.6   (mgal)                       NAVD 88
 CF0203
 CF0203  VERT ORDER  -  FIRST     CLASS II
 CF0203
 CF0203.The horizontal coordinates were scaled from a topographic map and have
 CF0203.an estimated accuracy of +/- 6 seconds.
 CF0203
 CF0203.The orthometric height was determined by differential leveling
 CF0203.and adjusted in June 1991.
 CF0203
 CF0203.The geoid height was determined by GEOID03.
 CF0203
 CF0203.The dynamic height is computed by dividing the NAVD 88
 CF0203.geopotential number by the normal gravity value computed on the
 CF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0203.degrees latitude (g = 980.6199 gals.).
 CF0203
 CF0203.The modeled gravity was interpolated from observed gravity values.
 CF0203
 CF0203;                    North         East    Units  Estimated Accuracy
 CF0203;SPC AZ E     -   100,270.      248,300.      MT  (+/- 180 meters Scaled)
 CF0203
 CF0203                          SUPERSEDED SURVEY CONTROL
 CF0203
 CF0203.No superseded survey control is available for this station.
 CF0203
 CF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA137304(NAD 83)
 CF0203_MARKER: DB = BENCH MARK DISK
 CF0203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0203_SP_SET: STAINLESS STEEL ROD
 CF0203_STAMPING: M 420 1980
 CF0203_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0203+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0203_ROD/PIPE-DEPTH: 1.5  meters
 CF0203
 CF0203  HISTORY     - Date     Condition        Report By
 CF0203  HISTORY     - 1980     MONUMENTED       NGS
 CF0203  HISTORY     - 20060506 GOOD             NGS
 CF0203
 CF0203                          STATION DESCRIPTION
 CF0203
 CF0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0203'5.0 KM SE FROM PEARCE.
 CF0203'5.0 KILOMETERS (3.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0203'FROM THE POST OFFICE IN PEARCE, 14.7 METERS (48.6 FEET) NORTH
 CF0203'OF THE CENTERLINE OF HIGHWAY, 76.9 METERS (252.5 FEET) WEST OF
 CF0203'THE CENTER OF A WIRE GATE, 76.2 METERS (250 FEET) EAST OF A SPEED
 CF0203'LIMIT SIGN, 9.7 METERS (32 FEET) NORTH OF HIGHWAY MILEPOST 45,
 CF0203'0.3 METER (1 FOOT) SOUTH OF THE RIGHT-OF-WAY FENCE. NOTE-ROD
 CF0203'DRIVEN TO REFUSAL, BELIEVED TO BE ON BEDROCK.
 CF0203'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CF0203'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 CF0203
 CF0203                          STATION RECOVERY (2006)
 CF0203
 CF0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0203'US 666 IS NOW US 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0234 ***********************************************************************
 CF0234  DESIGNATION -  M 421
 CF0234  PID         -  CF0234
 CF0234  STATE/COUNTY-  AZ/COCHISE
 CF0234  USGS QUAD   -  MC NEAL (1986)
 CF0234
 CF0234                         *CURRENT SURVEY CONTROL
 CF0234  ___________________________________________________________________
 CF0234* NAD 83(2007)-  31 33 53.24121(N)    109 40 04.59736(W)     ADJUSTED  
 CF0234* NAVD 88     -      1268.790  (meters)    4162.69   (feet)  ADJUSTED  
 CF0234  ___________________________________________________________________
 CF0234  EPOCH DATE  -        2007.00
 CF0234  X           -  -1,831,111.787 (meters)                     COMP
 CF0234  Y           -  -5,123,126.713 (meters)                     COMP
 CF0234  Z           -   3,320,059.868 (meters)                     COMP
 CF0234  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CF0234  ELLIP HEIGHT-        1241.401 (meters)          (02/10/07) ADJUSTED
 CF0234  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0234  DYNAMIC HT  -        1266.814 (meters)    4156.21  (feet)  COMP
 CF0234
 CF0234  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0234  Type    PID    Designation                      North   East  Ellip
 CF0234  -------------------------------------------------------------------
 CF0234  NETWORK CF0234 M 421                             0.96   0.82   1.92
 CF0234  -------------------------------------------------------------------
 CF0234  MODELED GRAV-     979,039.4   (mgal)                       NAVD 88
 CF0234
 CF0234  VERT ORDER  -  FIRST     CLASS II
 CF0234
 CF0234.The horizontal coordinates were established by GPS observations
 CF0234.and adjusted by the National Geodetic Survey in February 2007.
 CF0234
 CF0234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0234.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0234.The horizontal coordinates are valid at the epoch date displayed above.
 CF0234.The epoch date for horizontal control is a decimal equivalence
 CF0234.of Year/Month/Day.
 CF0234
 CF0234.The orthometric height was determined by differential leveling
 CF0234.and adjusted in June 1991.
 CF0234
 CF0234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0234
 CF0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0234
 CF0234.The ellipsoidal height was determined by GPS observations
 CF0234.and is referenced to NAD 83.
 CF0234
 CF0234.The geoid height was determined by GEOID03.
 CF0234
 CF0234.The dynamic height is computed by dividing the NAVD 88
 CF0234.geopotential number by the normal gravity value computed on the
 CF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0234.degrees latitude (g = 980.6199 gals.).
 CF0234
 CF0234.The modeled gravity was interpolated from observed gravity values.
 CF0234
 CF0234;                    North         East     Units Scale Factor Converg.
 CF0234;SPC AZ E     -    62,722.225   260,702.674   MT  0.99992763   +0 15 39.8
 CF0234;SPC AZ E     -   205,781.58    855,323.73   iFT  0.99992763   +0 15 39.8
 CF0234;UTM  12      - 3,492,966.831   626,415.698   MT  0.99979710   +0 41 50.5
 CF0234
 CF0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0234!SPC AZ E     -   0.99980511  x   0.99992763  =   0.99973275
 CF0234!UTM  12      -   0.99980511  x   0.99979710  =   0.99960225
 CF0234
 CF0234                          SUPERSEDED SURVEY CONTROL
 CF0234
 CF0234  NAD 83(1992)-  31 33 53.24094(N)    109 40 04.59683(W) AD(       ) A
 CF0234  ELLIP H (03/22/05) 1241.419  (m)                       GP(       ) 4 1
 CF0234  NAVD 88 (03/22/05) 1268.79   (m)         4162.7    (f) LEVELING    3  
 CF0234
 CF0234.Superseded values are not recommended for survey control.
 CF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0234.See file dsdata.txt to determine how the superseded data were derived.
 CF0234
 CF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2641692967(NAD 83)
 CF0234_MARKER: DB = BENCH MARK DISK
 CF0234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0234_SP_SET: STAINLESS STEEL ROD
 CF0234_STAMPING: M 421 1980
 CF0234_MARK LOGO: NGS   
 CF0234_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0234+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0234_ROD/PIPE-DEPTH: 3.05 meters
 CF0234
 CF0234  HISTORY     - Date     Condition        Report By
 CF0234  HISTORY     - 1980     MONUMENTED       NGS
 CF0234  HISTORY     - 20031030 GOOD             AZ-003
 CF0234
 CF0234                          STATION DESCRIPTION
 CF0234
 CF0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0234'4.1 KM SOUTH FROM MCNEAL.
 CF0234'4.1 KILOMETERS (2.55 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0234'THE POST OFFICE IN MCNEAL, 0.5 KILOMETER (0.3 MILE) SOUTH
 CF0234'OF LEE ROAD, 29.9 METERS (98 FEET) WEST OF THE CENTERLINE
 CF0234'OF THE HIGHWAY, 23.0 METERS (75.5 FEET) WEST OF HIGHWAY MILEPOST
 CF0234'16, 0.3 METER (1 FOOT) EAST OF THE RIGHT-OF-WAY FENCE.
 CF0234'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CF0234'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
 CF0234
 CF0234                          STATION RECOVERY (2003)
 CF0234
 CF0234'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CF0234'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1162 ***********************************************************************
 DA1162  DESIGNATION -  M 422
 DA1162  PID         -  DA1162
 DA1162  STATE/COUNTY-  AZ/MARICOPA
 DA1162  USGS QUAD   -  GILA BEND (1973)
 DA1162
 DA1162                         *CURRENT SURVEY CONTROL
 DA1162  ___________________________________________________________________
 DA1162* NAD 83(1986)-  32 57 02.     (N)    112 41 54.     (W)     SCALED    
 DA1162* NAVD 88     -       228.259  (meters)     748.88   (feet)  ADJUSTED  
 DA1162  ___________________________________________________________________
 DA1162  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA1162  DYNAMIC HT  -         227.989 (meters)     747.99  (feet)  COMP
 DA1162  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 DA1162
 DA1162  VERT ORDER  -  FIRST     CLASS II
 DA1162
 DA1162.The horizontal coordinates were scaled from a topographic map and have
 DA1162.an estimated accuracy of +/- 6 seconds.
 DA1162
 DA1162.The orthometric height was determined by differential leveling
 DA1162.and adjusted in June 1991.
 DA1162
 DA1162.The geoid height was determined by GEOID03.
 DA1162
 DA1162.The dynamic height is computed by dividing the NAVD 88
 DA1162.geopotential number by the normal gravity value computed on the
 DA1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1162.degrees latitude (g = 980.6199 gals.).
 DA1162
 DA1162.The modeled gravity was interpolated from observed gravity values.
 DA1162
 DA1162;                    North         East    Units  Estimated Accuracy
 DA1162;SPC AZ C     -   216,540.      140,280.      MT  (+/- 180 meters Scaled)
 DA1162
 DA1162                          SUPERSEDED SURVEY CONTROL
 DA1162
 DA1162.No superseded survey control is available for this station.
 DA1162
 DA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB412470(NAD 83)
 DA1162_MARKER: I = METAL ROD
 DA1162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DA1162_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DA1162_STAMPING: M 422 1980
 DA1162_MARK LOGO: NGS   
 DA1162_PROJECTION: FLUSH
 DA1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1162+STABILITY: POSITION/ELEVATION WELL
 DA1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1162+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1162_ROD/PIPE-DEPTH: 9.1  meters
 DA1162_SLEEVE-DEPTH  : 8.5 meters
 DA1162
 DA1162  HISTORY     - Date     Condition        Report By
 DA1162  HISTORY     - 1980     MONUMENTED       NGS
 DA1162  HISTORY     - 1980     GOOD             NGS
 DA1162  HISTORY     - 1980     GOOD             NGS
 DA1162  HISTORY     - 19941201 GOOD             USPSQD
 DA1162  HISTORY     - 20060220 GOOD             USPSQD
 DA1162  HISTORY     - 20070417 GOOD             GEOCAC
 DA1162
 DA1162                          STATION DESCRIPTION
 DA1162
 DA1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1162'1.8 KM EAST FROM GILA BEND.
 DA1162'1.8 KILOMETERS (1.1 MILES) EAST ALONG STATE HIGHWAY 85 FROM THE
 DA1162'INTERSECTION OF MARTIN AVENUE IN GILA BEND. 0.2 KILOMETER (0.1 MILE)
 DA1162'EAST OF BENCH MARK B 84, AT THE CENTER OF A SMALL PLOT LAND BETWEEN
 DA1162'THE ON-RAMP AND THE OFF-RAMP FOR BUSINESS ROUTE 8, 33.5 METERS
 DA1162'(110 FEET) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY
 DA1162'85, 29.3 METERS (96 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DA1162'ABUTMENT SUPPORTING THE OFF-RAMP, 23.5 METERS (77 FEET) EAST OF THE
 DA1162'CENTERLINE OF THE ON-RAMP (SLOPE MEASUREMENT) AND 23.2 METERS (76
 DA1162'FEET) SOUTH-SOUTHWEST OF A METAL LAMP POLE.
 DA1162'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA1162'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DA1162
 DA1162                          STATION RECOVERY (1980)
 DA1162
 DA1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1162'RECOVERED IN GOOD CONDITION.
 DA1162
 DA1162                          STATION RECOVERY (1980)
 DA1162
 DA1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1162'RECOVERED IN GOOD CONDITION.
 DA1162
 DA1162                          STATION RECOVERY (1994)
 DA1162
 DA1162'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1162'RECOVERED IN GOOD CONDITION.
 DA1162
 DA1162                          STATION RECOVERY (2006)
 DA1162
 DA1162'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1162'RECOVERED AS DESCRIBED.
 DA1162
 DA1162                          STATION RECOVERY (2007)
 DA1162
 DA1162'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0883 ***********************************************************************
 CG0883  DESIGNATION -  M 423
 CG0883  PID         -  CG0883
 CG0883  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0883  USGS QUAD   -  RIO RICO (1981)
 CG0883
 CG0883                         *CURRENT SURVEY CONTROL
 CG0883  ___________________________________________________________________
 CG0883* NAD 83(1986)-  31 27 02.     (N)    110 58 26.     (W)     SCALED    
 CG0883* NAVD 88     -      1059.391  (meters)    3475.69   (feet)  ADJUSTED  
 CG0883  ___________________________________________________________________
 CG0883  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0883  DYNAMIC HT  -        1057.778 (meters)    3470.39  (feet)  COMP
 CG0883  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 CG0883
 CG0883  VERT ORDER  -  FIRST     CLASS II
 CG0883
 CG0883.The horizontal coordinates were scaled from a topographic map and have
 CG0883.an estimated accuracy of +/- 6 seconds.
 CG0883
 CG0883.The orthometric height was determined by differential leveling
 CG0883.and adjusted in June 1991.
 CG0883
 CG0883.The geoid height was determined by GEOID03.
 CG0883
 CG0883.The dynamic height is computed by dividing the NAVD 88
 CG0883.geopotential number by the normal gravity value computed on the
 CG0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0883.degrees latitude (g = 980.6199 gals.).
 CG0883
 CG0883.The modeled gravity was interpolated from observed gravity values.
 CG0883
 CG0883;                    North         East    Units  Estimated Accuracy
 CG0883;SPC AZ C     -    50,330.      302,970.      MT  (+/- 180 meters Scaled)
 CG0883
 CG0883                          SUPERSEDED SURVEY CONTROL
 CG0883
 CG0883.No superseded survey control is available for this station.
 CG0883
 CG0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV024795(NAD 83)
 CG0883_MARKER: DB = BENCH MARK DISK
 CG0883_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0883_SP_SET: STAINLESS STEEL ROD
 CG0883_STAMPING: M 423 1980
 CG0883_PROJECTION: FLUSH
 CG0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0883_ROD/PIPE-DEPTH: 3    meters
 CG0883
 CG0883  HISTORY     - Date     Condition        Report By
 CG0883  HISTORY     - 1980     MONUMENTED       NGS
 CG0883  HISTORY     - 20081118 POOR             IBWC
 CG0883
 CG0883                          STATION DESCRIPTION
 CG0883
 CG0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0883'15.6 KM SE FROM TUMACACORI.
 CG0883'15.6 KILOMETERS (9.7 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0883'FROM THE TUMACACORI INTERCHANGE AT TUMACACORI, 13.7 METERS (45 FEET)
 CG0883'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND TRAFFIC LANE, 11.0
 CG0883'METERS (36 FEET) WEST OF KILOMETER POST 15, 7.2 METERS (23.5 FEET)
 CG0883'NORTHEAST OF AND 1 METER (3 FEET) LOWER THAN THE CENTERLINE OF THE
 CG0883'FRONTAGE ROAD AND 0.3 METER (0.9 FOOT) NORTHEAST OF THE SOUTHWEST
 CG0883'RIGHT-OF-WAY FENCE.
 CG0883'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CG0883'THE MARK IS 1 M ABOVE THE HIGHWAY.
 CG0883
 CG0883                          STATION RECOVERY (2008)
 CG0883
 CG0883'RECOVERY NOTE BY INT BDRY WTR COMM 2008 (JBB)
 CG0883'MARK FOUND PARTIALLY OUT OF THE GROUND, AND ALMOST HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0001 ***********************************************************************
 DU0001  DESIGNATION -  M 43
 DU0001  PID         -  DU0001
 DU0001  STATE/COUNTY-  AZ/NAVAJO
 DU0001  USGS QUAD   -  CANYON DAY (1978)
 DU0001
 DU0001                         *CURRENT SURVEY CONTROL
 DU0001  ___________________________________________________________________
 DU0001* NAD 83(1986)-  33 47 26.     (N)    110 01 32.     (W)     SCALED    
 DU0001* NAVD 88     -      1532.091  (meters)    5026.54   (feet)  ADJUSTED  
 DU0001  ___________________________________________________________________
 DU0001  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 DU0001  DYNAMIC HT  -        1529.875 (meters)    5019.26  (feet)  COMP
 DU0001  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 DU0001
 DU0001  VERT ORDER  -  FIRST     CLASS II
 DU0001
 DU0001.The horizontal coordinates were scaled from a topographic map and have
 DU0001.an estimated accuracy of +/- 6 seconds.
 DU0001
 DU0001.The orthometric height was determined by differential leveling
 DU0001.and adjusted in June 1991.
 DU0001
 DU0001.The geoid height was determined by GEOID03.
 DU0001
 DU0001.The dynamic height is computed by dividing the NAVD 88
 DU0001.geopotential number by the normal gravity value computed on the
 DU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0001.degrees latitude (g = 980.6199 gals.).
 DU0001
 DU0001.The modeled gravity was interpolated from observed gravity values.
 DU0001
 DU0001;                    North         East    Units  Estimated Accuracy
 DU0001;SPC AZ E     -   309,430.      226,430.      MT  (+/- 180 meters Scaled)
 DU0001
 DU0001                          SUPERSEDED SURVEY CONTROL
 DU0001
 DU0001  NGVD 29 (??/??/92) 1531.388  (m)         5024.23   (f) ADJ UNCH    1 2
 DU0001
 DU0001.Superseded values are not recommended for survey control.
 DU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0001.See file dsdata.txt to determine how the superseded data were derived.
 DU0001
 DU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC902393(NAD 83)
 DU0001_MARKER: DB = BENCH MARK DISK
 DU0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0001_STAMPING: M 43 1934
 DU0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0001+STABILITY: SURFACE MOTION
 DU0001
 DU0001  HISTORY     - Date     Condition        Report By
 DU0001  HISTORY     - 1934     MONUMENTED       CGS
 DU0001  HISTORY     - 1966     GOOD             NGS
 DU0001
 DU0001                          STATION DESCRIPTION
 DU0001
 DU0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0001'5.3 MI SW FROM WHITERIVER.
 DU0001'5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO
 DU0001'COUNTY, 1.5 MILES SOUTHWEST OF THE JUNCTION OF THE ROAD LEADING TO
 DU0001'FORT APACHE, AT THE NORTHEAST EDGE OF AN OPEN FLAT, 50 YARDS EAST OF A
 DU0001'24-INCH GALVANIZED-IRON PIPE CULVERT, AND 24 FEET NORTH OF THE
 DU0001'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 43 1934 AND SET
 DU0001'IN THE TOP OF A CONCRETE POST.
 DU0001
 DU0001                          STATION RECOVERY (1966)
 DU0001
 DU0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0849 ***********************************************************************
 CG0849  FBN         -  This is a Federal Base Network Control Station.
 CG0849  DESIGNATION -  M 430
 CG0849  PID         -  CG0849
 CG0849  STATE/COUNTY-  AZ/COCHISE
 CG0849  USGS QUAD   -  SAINT DAVID (1973)
 CG0849
 CG0849                         *CURRENT SURVEY CONTROL
 CG0849  ___________________________________________________________________
 CG0849* NAD 83(2007)-  31 58 40.27414(N)    110 13 34.43739(W)     ADJUSTED  
 CG0849* NAVD 88     -      1151.301  (meters)    3777.23   (feet)  ADJUSTED  
 CG0849  ___________________________________________________________________
 CG0849  EPOCH DATE  -        2007.00
 CG0849  X           -  -1,872,569.953 (meters)                     COMP
 CG0849  Y           -  -5,082,314.381 (meters)                     COMP
 CG0849  Z           -   3,358,943.644 (meters)                     COMP
 CG0849  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CG0849  ELLIP HEIGHT-        1123.538 (meters)          (02/10/07) ADJUSTED
 CG0849  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CG0849  DYNAMIC HT  -        1149.578 (meters)    3771.57  (feet)  COMP
 CG0849
 CG0849  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG0849  Type    PID    Designation                      North   East  Ellip
 CG0849  -------------------------------------------------------------------
 CG0849  NETWORK CG0849 M 430                             0.31   0.29   0.86
 CG0849  -------------------------------------------------------------------
 CG0849  MODELED GRAV-     979,103.2   (mgal)                       NAVD 88
 CG0849
 CG0849  VERT ORDER  -  FIRST     CLASS II
 CG0849
 CG0849.The horizontal coordinates were established by GPS observations
 CG0849.and adjusted by the National Geodetic Survey in February 2007.
 CG0849
 CG0849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0849.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0849.The horizontal coordinates are valid at the epoch date displayed above.
 CG0849.The epoch date for horizontal control is a decimal equivalence
 CG0849.of Year/Month/Day.
 CG0849
 CG0849.The orthometric height was determined by differential leveling
 CG0849.and adjusted in June 1991.
 CG0849
 CG0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0849
 CG0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0849
 CG0849.The ellipsoidal height was determined by GPS observations
 CG0849.and is referenced to NAD 83.
 CG0849
 CG0849.The geoid height was determined by GEOID03.
 CG0849
 CG0849.The dynamic height is computed by dividing the NAVD 88
 CG0849.geopotential number by the normal gravity value computed on the
 CG0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0849.degrees latitude (g = 980.6199 gals.).
 CG0849
 CG0849.The modeled gravity was interpolated from observed gravity values.
 CG0849
 CG0849;                    North         East     Units Scale Factor Converg.
 CG0849;SPC AZ E     -   108,413.115   207,730.637   MT  0.99990039   -0 01 53.6
 CG0849;SPC AZ E     -   355,686.07    681,530.96   iFT  0.99990039   -0 01 53.6
 CG0849;UTM  12      - 3,538,242.407   573,105.011   MT  0.99966591   +0 24 35.3
 CG0849
 CG0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0849!SPC AZ E     -   0.99982362  x   0.99990039  =   0.99972402
 CG0849!UTM  12      -   0.99982362  x   0.99966591  =   0.99948958
 CG0849
 CG0849                          SUPERSEDED SURVEY CONTROL
 CG0849
 CG0849  ELLIP H (09/30/99) 1123.567  (m)                       GP(       ) 3 1
 CG0849  NAD 83(1986)-  31 58 40.26934(N)    110 13 34.43245(W) AD(       ) B
 CG0849  NAD 83(1992)-  31 58 40.27343(N)    110 13 34.43653(W) AD(       ) A
 CG0849  ELLIP H (09/30/92) 1123.680  (m)                       GP(       ) 2 1
 CG0849  NAVD 88 (09/30/92) 1151.30   (m)         3777.2    (f) LEVELING    3  
 CG0849  NGVD 29 (09/30/94) 1150.50   (m)         3774.6    (f) LEVELING    3  
 CG0849
 CG0849.Superseded values are not recommended for survey control.
 CG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0849.See file dsdata.txt to determine how the superseded data were derived.
 CG0849
 CG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7310538242(NAD 83)
 CG0849_MARKER: F = FLANGE-ENCASED ROD
 CG0849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0849_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0849_STAMPING: M 430 1979
 CG0849_MARK LOGO: NGS   
 CG0849_PROJECTION: RECESSED 10 CENTIMETERS
 CG0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0849+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2008
 CG0849_ROD/PIPE-DEPTH: 35   meters
 CG0849_SLEEVE-DEPTH  : 30 meters
 CG0849
 CG0849  HISTORY     - Date     Condition        Report By
 CG0849  HISTORY     - 1979     MONUMENTED       NGS
 CG0849  HISTORY     - 19920203 GOOD             NGS
 CG0849  HISTORY     - 19940127 GOOD             NOS
 CG0849  HISTORY     - 19951219 GOOD             CHANCE
 CG0849  HISTORY     - 19981105 GOOD             NGS
 CG0849  HISTORY     - 20031030 GOOD             AZ-003
 CG0849  HISTORY     - 20040317 GOOD             COMPA
 CG0849  HISTORY     - 20050715 GOOD             AZ-003
 CG0849  HISTORY     - 20080317 GOOD             STANTI
 CG0849
 CG0849                          STATION DESCRIPTION
 CG0849
 CG0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0849'8.4 KM EAST FROM BENSON.
 CG0849'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES OF HIGHWA.
 CG0849'8.4 KILOMETERS (5.25 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0849'OCOTILLO STREET UNDERPASS AT BENSON, AT ADAMS PEAK WASH, SET BETWEEN
 CG0849'THE EASTBOUND LANES AND THE FRONTAGE ROAD, 14.4 METERS (47.4 FEET)
 CG0849'NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 13.2 METERS (43.5 FEET)
 CG0849'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE 10,
 CG0849'9.4 METERS (31.1 FEET) EAST OF THE HIGHWAY SIGN READING ADAMS PEAK
 CG0849'WASH, 7.0 METERS (23 FEET) NORTHWEST OF THE NORTHWEST CORNER OF A
 CG0849'CONCRETE BRIDGE ON THE FRONTAGE ROAD, 6.5 METERS (21.6 FEET) SOUTHWEST
 CG0849'OF THE SOUTHWEST CORNER OF THE INTERSTATE HIGHWAY BRIDGE, 2.3 METERS
 CG0849'(7.7 FEET) WEST OF A RIGHT-OF-WAY FENCE AND 2.2 METERS (7.4 FEET)
 CG0849'EAST OF A RIGHT-OF-WAY FENCE.
 CG0849'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CG0849
 CG0849                          STATION RECOVERY (1992)
 CG0849
 CG0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CG0849'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) EAST OF BENSON, AT ADAMS
 CG0849'PEAK WASH, SET BETWEEN THE EASTBOUND LANES OF INTERSTATE HIGHWAY 10
 CG0849'AND THE FRONTAGE ROAD.  OWNERSHIP-ARIZONA DEPARTMENT OF
 CG0849'TRANSPORTATION.
 CG0849'TO REACH THE STATION FROM  THE JUNCTION OF INTERSTATE HIGHWAY 10,
 CG0849'HIGHWAY 10 BUSINESS AND POMERENE ROAD, (EXIT 306), LOCATED ABOUT 4.8
 CG0849'KM (3.0 MI) EAST OF BENSON, GO SOUTH ON INTERSTATE BUSINESS 10 FOR
 CG0849'0.32 KM (0.20 MI) TO THE JUNCTION OF A FRONTAGE ROAD.  TURN LEFT AND
 CG0849'GO EAST ON THE FRONTAGE ROAD, (OLD HIGHWAY 86) FOR 4.8 KM (3.0 MI) TO
 CG0849'THE STATION ON THE LEFT.  STATION IS NEAR THE WEST END OF CONCRETE
 CG0849'BRIDGE OF FRONTAGE ROAD OVER ADAMS PEAK WASH.  ALSO, 5.0 KM (3.1 MI)
 CG0849'EAST ALONG INTERSTATE 10 EASTBOUND FROM EXIT 306 TO ADAMS PEAK WASH
 CG0849'AND THE STATION ON THE RIGHT, 1.1 KM (0.7 MI) EAST OF MILE POST 309.
 CG0849'THE STATION IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A
 CG0849'GREASE FILLED PVC SLEEVE ENCASED IN AN ALUMINUM LOGO CAP FLUSH WITH
 CG0849'THE GROUND. LOCATED 14.4 M (47.2 FT) NORTH OF THE CENTERLINE OF THE
 CG0849'FRONTAGE ROAD, 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF INTERSTATE
 CG0849'HIGHWAY 10 EASTBOUND LANES, 9.4 M (30.8 FT) EAST OF A SIGN READING
 CG0849'ADAMS PEAK WASH, 7 M (23.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 CG0849'FRONTAGE ROAD BRIDGE, 6.5 M (21.3 FT) SOUTHWEST OF THE SOUTHWEST
 CG0849'CORNER OF THE EASTBOUND LANE BRIDGE, 2.3 M (7.5 FT) WEST OF A WIRE
 CG0849'FENCE, 2.2 M (7.2 FT) EAST OF A WIRE FENCE AND 0.31 M (1.02 FT) SOUTH
 CG0849'OF A FIBERGLASS WITNESS POST.
 CG0849
 CG0849                          STATION RECOVERY (1994)
 CG0849
 CG0849'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 CG0849'RECOVERED AS DESCRIBED. NOTE- MARK IS NORTH OF CARSONITE WITNESS POST.
 CG0849
 CG0849                          STATION RECOVERY (1995)
 CG0849
 CG0849'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 CG0849'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CG0849
 CG0849                          STATION RECOVERY (1998)
 CG0849
 CG0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CG0849'RECOVERED AS DESCRIBED.
 CG0849
 CG0849                          STATION RECOVERY (2003)
 CG0849
 CG0849'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CG0849'RECOVERED AS DESCRIBED.
 CG0849
 CG0849                          STATION RECOVERY (2004)
 CG0849
 CG0849'RECOVERY NOTE BY COMPASSCOM INC 2004 (JC)
 CG0849'RECOVERED IN GOOD CONDITION.
 CG0849
 CG0849                          STATION RECOVERY (2005)
 CG0849
 CG0849'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2005 (DLS)
 CG0849'RECOVERED IN GOOD CONDITION.
 CG0849
 CG0849                          STATION RECOVERY (2008)
 CG0849
 CG0849'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (KRJ)
 CG0849'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0668 ***********************************************************************
 CY0668  DESIGNATION -  M 431
 CY0668  PID         -  CY0668
 CY0668  STATE/COUNTY-  AZ/COCHISE
 CY0668  USGS QUAD   -  VANAR (1987)
 CY0668
 CY0668                         *CURRENT SURVEY CONTROL
 CY0668  ___________________________________________________________________
 CY0668* NAD 83(1986)-  32 14 26.     (N)    109 06 26.     (W)     SCALED    
 CY0668* NAVD 88     -      1190.814  (meters)    3906.86   (feet)  ADJUSTED  
 CY0668  ___________________________________________________________________
 CY0668  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CY0668  DYNAMIC HT  -        1189.048 (meters)    3901.07  (feet)  COMP
 CY0668  MODELED GRAV-     979,115.0   (mgal)                       NAVD 88
 CY0668
 CY0668  VERT ORDER  -  FIRST     CLASS II
 CY0668
 CY0668.The horizontal coordinates were scaled from a topographic map and have
 CY0668.an estimated accuracy of +/- 6 seconds.
 CY0668
 CY0668.The orthometric height was determined by differential leveling
 CY0668.and adjusted in June 1991.
 CY0668
 CY0668.The geoid height was determined by GEOID03.
 CY0668
 CY0668.The dynamic height is computed by dividing the NAVD 88
 CY0668.geopotential number by the normal gravity value computed on the
 CY0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0668.degrees latitude (g = 980.6199 gals.).
 CY0668
 CY0668.The modeled gravity was interpolated from observed gravity values.
 CY0668
 CY0668;                    North         East    Units  Estimated Accuracy
 CY0668;SPC AZ E     -   138,030.      313,200.      MT  (+/- 180 meters Scaled)
 CY0668
 CY0668                          SUPERSEDED SURVEY CONTROL
 CY0668
 CY0668.No superseded survey control is available for this station.
 CY0668
 CY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA783686(NAD 83)
 CY0668_MARKER: I = METAL ROD
 CY0668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0668_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0668_STAMPING: M 431 1979
 CY0668_PROJECTION: FLUSH
 CY0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0668+STABILITY: POSITION/ELEVATION WELL
 CY0668_ROD/PIPE-DEPTH: 7.6  meters
 CY0668_SLEEVE-DEPTH  : 7.0 meters
 CY0668
 CY0668  HISTORY     - Date     Condition        Report By
 CY0668  HISTORY     - 1979     MONUMENTED       NGS
 CY0668
 CY0668                          STATION DESCRIPTION
 CY0668
 CY0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0668'11.1 KM EAST FROM SAN SIMON.
 CY0668'11.1 KILOMETERS (7.3 MILES) EAST ALONG THE SOUTHERN PACIFIC
 CY0668'RAILROAD FROM THE SAN SIMON HIGH SCHOOL IN SAN SIMON, AT
 CY0668'A DIRT ROAD LEADING TO I 10, 0.2 KOLIMETER (0.15 MILE)
 CY0668'SOUTHEAST OF RAILROAD BRIDGE 1121.49, AT A GATE IN THE
 CY0668'INTERSTATE 10 NORTH RIGHT-OF-WAY FENCE, 31.7 METERS (104.0
 CY0668'FEET) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES,
 CY0668'28.9 METERS (95.0 FEET) SOUTH OF THE SOUTH RAIL, 16.6
 CY0668'METERS (54.5 FEET) SOUTH OF A TELEGRAPH POLE, 1.2 METERS
 CY0668'(4.0 FEET) NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0668'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CY0668'THE MARK IS ABOVE LEVEL WITH THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0693 ***********************************************************************
 CY0693  DESIGNATION -  M 436
 CY0693  PID         -  CY0693
 CY0693  STATE/COUNTY-  AZ/GRAHAM
 CY0693  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0693
 CY0693                         *CURRENT SURVEY CONTROL
 CY0693  ___________________________________________________________________
 CY0693* NAD 83(1986)-  32 32 54.     (N)    109 40 37.     (W)     SCALED    
 CY0693* NAVD 88     -      1270.870  (meters)    4169.51   (feet)  ADJUSTED  
 CY0693  ___________________________________________________________________
 CY0693  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CY0693  DYNAMIC HT  -        1269.019 (meters)    4163.44  (feet)  COMP
 CY0693  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 CY0693
 CY0693  VERT ORDER  -  FIRST     CLASS II
 CY0693
 CY0693.The horizontal coordinates were scaled from a topographic map and have
 CY0693.an estimated accuracy of +/- 6 seconds.
 CY0693
 CY0693.The orthometric height was determined by differential leveling
 CY0693.and adjusted in June 1991.
 CY0693
 CY0693.The geoid height was determined by GEOID03.
 CY0693
 CY0693.The dynamic height is computed by dividing the NAVD 88
 CY0693.geopotential number by the normal gravity value computed on the
 CY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0693.degrees latitude (g = 980.6199 gals.).
 CY0693
 CY0693.The modeled gravity was interpolated from observed gravity values.
 CY0693
 CY0693;                    North         East    Units  Estimated Accuracy
 CY0693;SPC AZ E     -   171,770.      259,350.      MT  (+/- 180 meters Scaled)
 CY0693
 CY0693                          SUPERSEDED SURVEY CONTROL
 CY0693
 CY0693.No superseded survey control is available for this station.
 CY0693
 CY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB242019(NAD 83)
 CY0693_MARKER: DB = BENCH MARK DISK
 CY0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0693_SP_SET: STAINLESS STEEL ROD
 CY0693_STAMPING: M 436 1979
 CY0693_PROJECTION: FLUSH
 CY0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0693+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0693_ROD/PIPE-DEPTH: 7.62 meters
 CY0693
 CY0693  HISTORY     - Date     Condition        Report By
 CY0693  HISTORY     - 1979     MONUMENTED       NGS
 CY0693  HISTORY     - 20081010 GOOD             GEOCAC
 CY0693
 CY0693                          STATION DESCRIPTION
 CY0693
 CY0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0693'20.0 MI SOUTH FROM SAFFORD.
 CY0693'20.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0693'HIGHWAY 70 IN SAFFORD, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0693'159 FEET NORTHEAST OF MILE POST 101 ON THE EAST SIDE OF THE HIGHWAY,
 CY0693'154 FEET NORTHEAST OF THE EAST END OF THE MIDDLE CULVERT OF 3 36-INCH
 CY0693'CORRUGATED METAL PIPE CULVERTS UNDER THE HIGHWAY, 19 FEET NORTH OF
 CY0693'ARIZONA DOT BENCH MARK 1569  AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 CY0693'FENCE.
 CY0693'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0693'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0693
 CY0693                          STATION RECOVERY (2008)
 CY0693
 CY0693'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0693'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0693'32.985' W109  40.641'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1149 ***********************************************************************
 DU1149  DESIGNATION -  M 437
 DU1149  PID         -  DU1149
 DU1149  STATE/COUNTY-  AZ/GILA
 DU1149  USGS QUAD   -  BUCKET MTN (1965)
 DU1149
 DU1149                         *CURRENT SURVEY CONTROL
 DU1149  ___________________________________________________________________
 DU1149* NAD 83(1986)-  33 20 11.     (N)    110 35 17.     (W)     SCALED    
 DU1149* NAVD 88     -      1033.577  (meters)    3390.99   (feet)  ADJUSTED  
 DU1149  ___________________________________________________________________
 DU1149  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU1149  DYNAMIC HT  -        1032.181 (meters)    3386.41  (feet)  COMP
 DU1149  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 DU1149
 DU1149  VERT ORDER  -  FIRST     CLASS II
 DU1149
 DU1149.The horizontal coordinates were scaled from a topographic map and have
 DU1149.an estimated accuracy of +/- 6 seconds.
 DU1149
 DU1149.The orthometric height was determined by differential leveling
 DU1149.and adjusted in June 1991.
 DU1149
 DU1149.The geoid height was determined by GEOID03.
 DU1149
 DU1149.The dynamic height is computed by dividing the NAVD 88
 DU1149.geopotential number by the normal gravity value computed on the
 DU1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1149.degrees latitude (g = 980.6199 gals.).
 DU1149
 DU1149.The modeled gravity was interpolated from observed gravity values.
 DU1149
 DU1149;                    North         East    Units  Estimated Accuracy
 DU1149;SPC AZ E     -   259,140.      174,130.      MT  (+/- 180 meters Scaled)
 DU1149
 DU1149                          SUPERSEDED SURVEY CONTROL
 DU1149
 DU1149.No superseded survey control is available for this station.
 DU1149
 DU1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB383886(NAD 83)
 DU1149_MARKER: DB = BENCH MARK DISK
 DU1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1149_SP_SET: STAINLESS STEEL ROD
 DU1149_STAMPING: M 437 1979
 DU1149_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1149+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1149_ROD/PIPE-DEPTH: 3.3  meters
 DU1149
 DU1149  HISTORY     - Date     Condition        Report By
 DU1149  HISTORY     - 1979     MONUMENTED       NGS
 DU1149  HISTORY     - 20081008 GOOD             GEOCAC
 DU1149
 DU1149                          STATION DESCRIPTION
 DU1149
 DU1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1149'18.4 KM SE FROM GLOBE.
 DU1149'18.4 KILOMETERS (11.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1149'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.3 KILOMETER (0.2 MILE)
 DU1149'SOUTHEAST OF HIGHWAY MILE POST 263, 30.2 METERS (99 FEET) SOUTHWEST
 DU1149'OF THE CENTERLINE OF THE HIGHWAY, 52 METERS (172 FEET) NORTHWEST OF
 DU1149'A 2- BY 3-METER BOX CULVERT UNDER THE HIGHWAY AND 4.0 METERS (13
 DU1149'FEET) SOUTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD LEADING
 DU1149'SOUTHWEST.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1149'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1149'THE MARK IS 1 M ABOVE THE HIGHWAY.
 DU1149
 DU1149                          STATION RECOVERY (2008)
 DU1149
 DU1149'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1149'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1149'20.184' W110  35.303'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1117 ***********************************************************************
 DU1117  DESIGNATION -  M 438
 DU1117  PID         -  DU1117
 DU1117  STATE/COUNTY-  AZ/GRAHAM
 DU1117  USGS QUAD   -  CALVA (1989)
 DU1117
 DU1117                         *CURRENT SURVEY CONTROL
 DU1117  ___________________________________________________________________
 DU1117* NAD 83(1986)-  33 11 40.     (N)    110 10 46.     (W)     SCALED    
 DU1117* NAVD 88     -       807.121  (meters)    2648.03   (feet)  ADJUSTED  
 DU1117  ___________________________________________________________________
 DU1117  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1117  DYNAMIC HT  -         806.025 (meters)    2644.43  (feet)  COMP
 DU1117  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 DU1117
 DU1117  VERT ORDER  -  FIRST     CLASS II
 DU1117
 DU1117.The horizontal coordinates were scaled from a topographic map and have
 DU1117.an estimated accuracy of +/- 6 seconds.
 DU1117
 DU1117.The orthometric height was determined by differential leveling
 DU1117.and adjusted in June 1991.
 DU1117
 DU1117.The geoid height was determined by GEOID03.
 DU1117
 DU1117.The dynamic height is computed by dividing the NAVD 88
 DU1117.geopotential number by the normal gravity value computed on the
 DU1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1117.degrees latitude (g = 980.6199 gals.).
 DU1117
 DU1117.The modeled gravity was interpolated from observed gravity values.
 DU1117
 DU1117;                    North         East    Units  Estimated Accuracy
 DU1117;SPC AZ E     -   243,320.      212,170.      MT  (+/- 180 meters Scaled)
 DU1117
 DU1117                          SUPERSEDED SURVEY CONTROL
 DU1117
 DU1117.No superseded survey control is available for this station.
 DU1117
 DU1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB764731(NAD 83)
 DU1117_MARKER: DB = BENCH MARK DISK
 DU1117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1117_SP_SET: STAINLESS STEEL ROD
 DU1117_STAMPING: M 438 1979
 DU1117_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1117+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1117_ROD/PIPE-DEPTH: 3.6  meters
 DU1117
 DU1117  HISTORY     - Date     Condition        Report By
 DU1117  HISTORY     - 1979     MONUMENTED       NGS
 DU1117  HISTORY     - 20081008 GOOD             GEOCAC
 DU1117
 DU1117                          STATION DESCRIPTION
 DU1117
 DU1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1117'11.3 KM NW FROM BYLAS.
 DU1117'11.3 KILOMETERS (7.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1117'POST OFFICE IN BYLAS, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF HIGHWAY
 DU1117'MILE POST 289, 30.2 METER (99 FEET) SOUTHWEST OF THE CENTERLINE OF
 DU1117'THE HIGHWAY, 9.3 METERS (30.5 FEET) SOUTHEAST OF THE CENTERLINE OF A
 DU1117'DIRT ROAD LEADING SOUTH AND 0.3 METER (1 FOOT) NORTHEAST OF THE
 DU1117'RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1117'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1117
 DU1117                          STATION RECOVERY (2008)
 DU1117
 DU1117'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1117'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1117'11.736' W110  10.792'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0729 ***********************************************************************
 CY0729  DESIGNATION -  M 439
 CY0729  PID         -  CY0729
 CY0729  STATE/COUNTY-  AZ/GRAHAM
 CY0729  USGS QUAD   -  THATCHER (1985)
 CY0729
 CY0729                         *CURRENT SURVEY CONTROL
 CY0729  ___________________________________________________________________
 CY0729* NAD 83(1986)-  32 50 58.     (N)    109 45 45.     (W)     SCALED    
 CY0729* NAVD 88     -       888.049  (meters)    2913.54   (feet)  ADJUSTED  
 CY0729  ___________________________________________________________________
 CY0729  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY0729  DYNAMIC HT  -         886.805 (meters)    2909.46  (feet)  COMP
 CY0729  MODELED GRAV-     979,208.2   (mgal)                       NAVD 88
 CY0729
 CY0729  VERT ORDER  -  FIRST     CLASS II
 CY0729
 CY0729.The horizontal coordinates were scaled from a topographic map and have
 CY0729.an estimated accuracy of +/- 6 seconds.
 CY0729
 CY0729.The orthometric height was determined by differential leveling
 CY0729.and adjusted in June 1991.
 CY0729
 CY0729.The geoid height was determined by GEOID03.
 CY0729
 CY0729.The dynamic height is computed by dividing the NAVD 88
 CY0729.geopotential number by the normal gravity value computed on the
 CY0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0729.degrees latitude (g = 980.6199 gals.).
 CY0729
 CY0729.The modeled gravity was interpolated from observed gravity values.
 CY0729
 CY0729;                    North         East    Units  Estimated Accuracy
 CY0729;SPC AZ E     -   205,130.      251,190.      MT  (+/- 180 meters Scaled)
 CY0729
 CY0729                          SUPERSEDED SURVEY CONTROL
 CY0729
 CY0729.No superseded survey control is available for this station.
 CY0729
 CY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB158352(NAD 83)
 CY0729_MARKER: DB = BENCH MARK DISK
 CY0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0729_SP_SET: STAINLESS STEEL ROD
 CY0729_STAMPING: M 439 1979
 CY0729_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0729_ROD/PIPE-DEPTH: 8.53 meters
 CY0729
 CY0729  HISTORY     - Date     Condition        Report By
 CY0729  HISTORY     - 1979     MONUMENTED       NGS
 CY0729
 CY0729                          STATION DESCRIPTION
 CY0729
 CY0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0729'3.6 MI WEST FROM SAFFORD.
 CY0729'3.6 MILES WEST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U. S.
 CY0729'HIGHWAY 666 IN SAFFORD, AT THE EASTERN ARIZONA COLLEGE IN THATCHER,
 CY0729'0.1 MILE WEST OF MILE POST 336, 53 FEET SOUTH OF THE CENTERLINE OF
 CY0729'THE HIGHWAY, 37 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOL
 CY0729'BUILDING, 17.5 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE, 4.5 FEET
 CY0729'SOUTH OF THE NORTHEAST CORNER OF THE SCHOOL FENCE AND 1 FOOT WEST
 CY0729'OF THE NORTH-SOUTH LEADING SCHOOL FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0267 ***********************************************************************
 ER0267  DESIGNATION -  M 46
 ER0267  PID         -  ER0267
 ER0267  STATE/COUNTY-  AZ/APACHE
 ER0267  USGS QUAD   -  MC NARY (1985)
 ER0267
 ER0267                         *CURRENT SURVEY CONTROL
 ER0267  ___________________________________________________________________
 ER0267* NAD 83(1986)-  34 04 38.     (N)    109 51 32.     (W)     SCALED    
 ER0267* NAVD 88     -      2229.783  (meters)    7315.55   (feet)  ADJUSTED  
 ER0267  ___________________________________________________________________
 ER0267  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0267  DYNAMIC HT  -        2226.318 (meters)    7304.18  (feet)  COMP
 ER0267  MODELED GRAV-     979,001.7   (mgal)                       NAVD 88
 ER0267
 ER0267  VERT ORDER  -  FIRST     CLASS II
 ER0267
 ER0267.The horizontal coordinates were scaled from a topographic map and have
 ER0267.an estimated accuracy of +/- 6 seconds.
 ER0267
 ER0267.The orthometric height was determined by differential leveling
 ER0267.and adjusted in June 1991.
 ER0267
 ER0267.The geoid height was determined by GEOID03.
 ER0267
 ER0267.The dynamic height is computed by dividing the NAVD 88
 ER0267.geopotential number by the normal gravity value computed on the
 ER0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0267.degrees latitude (g = 980.6199 gals.).
 ER0267
 ER0267.The modeled gravity was interpolated from observed gravity values.
 ER0267
 ER0267;                    North         East    Units  Estimated Accuracy
 ER0267;SPC AZ E     -   341,260.      241,770.      MT  (+/- 180 meters Scaled)
 ER0267
 ER0267                          SUPERSEDED SURVEY CONTROL
 ER0267
 ER0267  NGVD 29 (??/??/92) 2228.829  (m)         7312.42   (f) ADJ UNCH    1 2
 ER0267
 ER0267.Superseded values are not recommended for survey control.
 ER0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0267.See file dsdata.txt to determine how the superseded data were derived.
 ER0267
 ER0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC052713(NAD 83)
 ER0267_MARKER: DB = BENCH MARK DISK
 ER0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0267_STAMPING: M 46 1934
 ER0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0267+STABILITY: SURFACE MOTION
 ER0267
 ER0267  HISTORY     - Date     Condition        Report By
 ER0267  HISTORY     - 1934     MONUMENTED       CGS
 ER0267  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0267
 ER0267                          STATION DESCRIPTION
 ER0267
 ER0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0267'0.3 MI W FROM MCNARY.
 ER0267'0.3 MILES WEST ALONG APACHE R.R. ALONG APACHE R.R., ABOUT 119 YDS.
 ER0267'WEST OF SWITCH STAND AT EAST END OF STOCK YARD SIDING, 59 FT. SOUTH OF
 ER0267'CENTER LINE OF TRACK, AND 51 FT. NORTH OF TELEGRAPH LINE.
 ER0267
 ER0267                          STATION RECOVERY (1983)
 ER0267
 ER0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1172 ***********************************************************************
 DA1172  DESIGNATION -  M 469
 DA1172  PID         -  DA1172
 DA1172  STATE/COUNTY-  AZ/MARICOPA
 DA1172  USGS QUAD   -  THEBA (1973)
 DA1172
 DA1172                         *CURRENT SURVEY CONTROL
 DA1172  ___________________________________________________________________
 DA1172* NAD 83(1986)-  32 54 12.     (N)    112 59 22.     (W)     SCALED    
 DA1172* NAVD 88     -       222.318  (meters)     729.39   (feet)  ADJUSTED  
 DA1172  ___________________________________________________________________
 DA1172  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA1172  DYNAMIC HT  -         222.062 (meters)     728.55  (feet)  COMP
 DA1172  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DA1172
 DA1172  VERT ORDER  -  FIRST     CLASS II
 DA1172
 DA1172.The horizontal coordinates were scaled from a topographic map and have
 DA1172.an estimated accuracy of +/- 6 seconds.
 DA1172
 DA1172.The orthometric height was determined by differential leveling
 DA1172.and adjusted in June 1991.
 DA1172
 DA1172.The geoid height was determined by GEOID03.
 DA1172
 DA1172.The dynamic height is computed by dividing the NAVD 88
 DA1172.geopotential number by the normal gravity value computed on the
 DA1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1172.degrees latitude (g = 980.6199 gals.).
 DA1172
 DA1172.The modeled gravity was interpolated from observed gravity values.
 DA1172
 DA1172;                    North         East    Units  Estimated Accuracy
 DA1172;SPC AZ C     -   211,540.      113,000.      MT  (+/- 180 meters Scaled)
 DA1172
 DA1172                          SUPERSEDED SURVEY CONTROL
 DA1172
 DA1172.No superseded survey control is available for this station.
 DA1172
 DA1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB139423(NAD 83)
 DA1172_MARKER: DB = BENCH MARK DISK
 DA1172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1172_SP_SET: BRIDGE ABUTMENT
 DA1172_STAMPING: M 469 1980
 DA1172_MARK LOGO: NGS   
 DA1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1172+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1172
 DA1172  HISTORY     - Date     Condition        Report By
 DA1172  HISTORY     - 1980     MONUMENTED       NGS
 DA1172  HISTORY     - 20060128 GOOD             USPSQD
 DA1172  HISTORY     - 20060128 GOOD             USPSQD
 DA1172
 DA1172                          STATION DESCRIPTION
 DA1172
 DA1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1172'26.4 KM (16.4 MI) SW FROM GILA BEND.
 DA1172'26.4 KM (16.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1172'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI) SOUTHWEST
 DA1172'OF RAILROAD MILEPOLE 840, 0.3 KM (0.2 MI) NORTHEAST OF RAILROAD
 DA1172'SEMAPHORE A, SET IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 DA1172'ABUTMENT OF A CONCRETE RAILROAD BRIDGE, 6.4 METERS (21.0 FT) NORTHWEST
 DA1172'OF THE NORTHWEST RAIL.
 DA1172'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA1172
 DA1172                          STATION RECOVERY (2006)
 DA1172
 DA1172'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1172'RECOVERED AS DESCRIBED.
 DA1172
 DA1172                          STATION RECOVERY (2006)
 DA1172
 DA1172'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1172'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1180 ***********************************************************************
 DA1180  DESIGNATION -  M 470
 DA1180  PID         -  DA1180
 DA1180  STATE/COUNTY-  AZ/YUMA
 DA1180  USGS QUAD   -  AZTEC HILLS (1982)
 DA1180
 DA1180                         *CURRENT SURVEY CONTROL
 DA1180  ___________________________________________________________________
 DA1180* NAD 83(1986)-  32 48 43.     (N)    113 29 54.     (W)     SCALED    
 DA1180* NAVD 88     -       144.887  (meters)     475.35   (feet)  ADJUSTED  
 DA1180  ___________________________________________________________________
 DA1180  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DA1180  DYNAMIC HT  -         144.723 (meters)     474.81  (feet)  COMP
 DA1180  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 DA1180
 DA1180  VERT ORDER  -  FIRST     CLASS II
 DA1180
 DA1180.The horizontal coordinates were scaled from a topographic map and have
 DA1180.an estimated accuracy of +/- 6 seconds.
 DA1180
 DA1180.The orthometric height was determined by differential leveling
 DA1180.and adjusted in June 1991.
 DA1180
 DA1180.The geoid height was determined by GEOID03.
 DA1180
 DA1180.The dynamic height is computed by dividing the NAVD 88
 DA1180.geopotential number by the normal gravity value computed on the
 DA1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1180.degrees latitude (g = 980.6199 gals.).
 DA1180
 DA1180.The modeled gravity was interpolated from observed gravity values.
 DA1180
 DA1180;                    North         East    Units  Estimated Accuracy
 DA1180;SPC AZ W     -   200,930.      236,930.      MT  (+/- 180 meters Scaled)
 DA1180
 DA1180                          SUPERSEDED SURVEY CONTROL
 DA1180
 DA1180.No superseded survey control is available for this station.
 DA1180
 DA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB660332(NAD 83)
 DA1180_MARKER: I = METAL ROD
 DA1180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1180_SP_SET: STAINLESS STEEL ROD
 DA1180_STAMPING: M 470 1981
 DA1180_MARK LOGO: NGS   
 DA1180_PROJECTION: FLUSH
 DA1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1180_ROD/PIPE-DEPTH: 3.7  meters
 DA1180
 DA1180  HISTORY     - Date     Condition        Report By
 DA1180  HISTORY     - 1981     MONUMENTED       NGS
 DA1180
 DA1180                          STATION DESCRIPTION
 DA1180
 DA1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1180'5.1 KM (3.2 MI) SW FROM AZTEC.
 DA1180'5.1 KM (3.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1180'WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 809, 13.9 M (45.5 FT)
 DA1180'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 58.2 M (191 FT)
 DA1180'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 1.7 M (5.5 FT)
 DA1180'NORTHEAST OF THE MILEPOLE.
 DA1180'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA1180'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0821 ***********************************************************************
 ET0821  DESIGNATION -  M 471
 ET0821  PID         -  ET0821
 ET0821  STATE/COUNTY-  AZ/MOHAVE
 ET0821  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0821
 ET0821                         *CURRENT SURVEY CONTROL
 ET0821  ___________________________________________________________________
 ET0821* NAD 83(1986)-  34 41 05.     (N)    113 54 04.     (W)     SCALED    
 ET0821* NAVD 88     -       942.024  (meters)    3090.62   (feet)  ADJUSTED  
 ET0821  ___________________________________________________________________
 ET0821  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 ET0821  DYNAMIC HT  -         940.898 (meters)    3086.93  (feet)  COMP
 ET0821  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 ET0821
 ET0821  VERT ORDER  -  FIRST     CLASS II
 ET0821
 ET0821.The horizontal coordinates were scaled from a topographic map and have
 ET0821.an estimated accuracy of +/- 6 seconds.
 ET0821
 ET0821.The orthometric height was determined by differential leveling
 ET0821.and adjusted in June 1991.
 ET0821
 ET0821.The geoid height was determined by GEOID03.
 ET0821
 ET0821.The dynamic height is computed by dividing the NAVD 88
 ET0821.geopotential number by the normal gravity value computed on the
 ET0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0821.degrees latitude (g = 980.6199 gals.).
 ET0821
 ET0821.The modeled gravity was interpolated from observed gravity values.
 ET0821
 ET0821;                    North         East    Units  Estimated Accuracy
 ET0821;SPC AZ W     -   408,630.      199,510.      MT  (+/- 180 meters Scaled)
 ET0821
 ET0821                          SUPERSEDED SURVEY CONTROL
 ET0821
 ET0821.No superseded survey control is available for this station.
 ET0821
 ET0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD342419(NAD 83)
 ET0821_MARKER: DB = BENCH MARK DISK
 ET0821_SETTING: 66 = SET IN ROCK OUTCROP
 ET0821_SP_SET: ROCK OUTCROP
 ET0821_STAMPING: M 471 1981
 ET0821_MARK LOGO: NGS   
 ET0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0821+STABILITY: POSITION/ELEVATION WELL
 ET0821
 ET0821  HISTORY     - Date     Condition        Report By
 ET0821  HISTORY     - 1981     MONUMENTED       NGS
 ET0821
 ET0821                          STATION DESCRIPTION
 ET0821
 ET0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0821'34.5 KM (21.45 MI) SE FROM YUCCA.
 ET0821'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0821'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.1 KM (0.7 MI) NORTH ALONG A
 ET0821'DIRT ROAD LEADING TO 17 MILE RANCH, THENCE 0.6 KM (0.4 MI) NORTHEAST
 ET0821'ALONG A LANDING STRIP, THENCE 3.8 KM (2.35 MI) SOUTHEAST ALONG A DIRT
 ET0821'ROAD AND OLD ALAMO ROAD, 0.3 KM (0.2 MI) NORTHWEST OF THE JUNCTION OF
 ET0821'A DIRT ROAD LEADING NORTHEAST-SOUTHWEST, IN TOP OF A ROCK OUTCROP AT
 ET0821'THE BOTTOM OF THE SOUTHWEST EDGE OF THE WEST ONE OF TWO LARGE
 ET0821'ROCK-COVERED KNOLLS, 7.3 METERS (24.0 FT) NORTHEAST OF THE CENTERLINE
 ET0821'OF OLD ALAMO ROAD, 2.6 METERS (8.5 FT) SOUTHWEST OF A 4-INCH CEDAR
 ET0821'TREE.
 ET0821'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ET0821'THE MARK IS 0.3 M ABOVE OLD ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1247 ***********************************************************************
 DV1247  DESIGNATION -  M 474
 DV1247  PID         -  DV1247
 DV1247  STATE/COUNTY-  AZ/MARICOPA
 DV1247  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1247
 DV1247                         *CURRENT SURVEY CONTROL
 DV1247  ___________________________________________________________________
 DV1247* NAD 83(1986)-  33 31 27.     (N)    112 01 48.     (W)     SCALED    
 DV1247* NAVD 88     -       381.001  (meters)    1250.00   (feet)  ADJUSTED  
 DV1247  ___________________________________________________________________
 DV1247  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV1247  DYNAMIC HT  -         380.561 (meters)    1248.56  (feet)  COMP
 DV1247  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DV1247
 DV1247  VERT ORDER  -  FIRST     CLASS II
 DV1247
 DV1247.The horizontal coordinates were scaled from a topographic map and have
 DV1247.an estimated accuracy of +/- 6 seconds.
 DV1247
 DV1247.The orthometric height was determined by differential leveling
 DV1247.and adjusted in June 1991.
 DV1247
 DV1247.The geoid height was determined by GEOID03.
 DV1247
 DV1247.The dynamic height is computed by dividing the NAVD 88
 DV1247.geopotential number by the normal gravity value computed on the
 DV1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1247.degrees latitude (g = 980.6199 gals.).
 DV1247
 DV1247.The modeled gravity was interpolated from observed gravity values.
 DV1247
 DV1247;                    North         East    Units  Estimated Accuracy
 DV1247;SPC AZ C     -   279,890.      202,830.      MT  (+/- 180 meters Scaled)
 DV1247
 DV1247                          SUPERSEDED SURVEY CONTROL
 DV1247
 DV1247.No superseded survey control is available for this station.
 DV1247
 DV1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC043098(NAD 83)
 DV1247_MARKER: DB = BENCH MARK DISK
 DV1247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1247_SP_SET: SIDEWALK OVER ABUTMENT
 DV1247_STAMPING: M 474 1981
 DV1247_MARK LOGO: NGS   
 DV1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1247
 DV1247  HISTORY     - Date     Condition        Report By
 DV1247  HISTORY     - 1981     MONUMENTED       NGS
 DV1247  HISTORY     - 20051205 MARK NOT FOUND   USPSQD
 DV1247
 DV1247                          STATION DESCRIPTION
 DV1247
 DV1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1247'5.1 KM (3.15 MI) SE FROM SUNNYSLOPE.
 DV1247'5.1 KM (3.15 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV1247'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SIDEWALK
 DV1247'AT THE SOUTHWEST CORNER OF 24TH STREET BRIDGE OVER THE CANAL, 2.45
 DV1247'METERS (8 FT) NORTHEAST OF THE CENTERLINE OF THE LEVEE, 1.2 METERS
 DV1247'(4 FT) WEST OF THE WEST CURB, 0.35 METER (1.2 FT) SOUTHEAST OF THE
 DV1247'SOUTH CORNER OF THE SOUTHWEST CONCRETE BANISTER.
 DV1247'THE MARK IS 0.3 M ABOVE 24TH STREET.
 DV1247
 DV1247                          STATION RECOVERY (2005)
 DV1247
 DV1247'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV1247'MARK NOT FOUND.  SIDEWALK SECTION WAS REPLACED BY A BICYCLE RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1275 ***********************************************************************
 DV1275  DESIGNATION -  M 475
 DV1275  PID         -  DV1275
 DV1275  STATE/COUNTY-  AZ/MARICOPA
 DV1275  USGS QUAD   -  WHITE TANK MTS (1971)
 DV1275
 DV1275                         *CURRENT SURVEY CONTROL
 DV1275  ___________________________________________________________________
 DV1275* NAD 83(1986)-  33 33 03.     (N)    112 30 04.     (W)     SCALED    
 DV1275* NAVD 88     -       410.042  (meters)    1345.28   (feet)  ADJUSTED  
 DV1275  ___________________________________________________________________
 DV1275  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV1275  DYNAMIC HT  -         409.571 (meters)    1343.73  (feet)  COMP
 DV1275  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 DV1275
 DV1275  VERT ORDER  -  FIRST     CLASS II
 DV1275
 DV1275.The horizontal coordinates were scaled from a topographic map and have
 DV1275.an estimated accuracy of +/- 6 seconds.
 DV1275
 DV1275.The orthometric height was determined by differential leveling
 DV1275.and adjusted in June 1991.
 DV1275
 DV1275.The geoid height was determined by GEOID03.
 DV1275
 DV1275.The dynamic height is computed by dividing the NAVD 88
 DV1275.geopotential number by the normal gravity value computed on the
 DV1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1275.degrees latitude (g = 980.6199 gals.).
 DV1275
 DV1275.The modeled gravity was interpolated from observed gravity values.
 DV1275
 DV1275;                    North         East    Units  Estimated Accuracy
 DV1275;SPC AZ C     -   282,990.      159,090.      MT  (+/- 180 meters Scaled)
 DV1275
 DV1275                          SUPERSEDED SURVEY CONTROL
 DV1275
 DV1275.No superseded survey control is available for this station.
 DV1275
 DV1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC606133(NAD 83)
 DV1275_MARKER: I = METAL ROD
 DV1275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1275_SP_SET: STAINLESS STEEL ROD
 DV1275_STAMPING: M 475 1981
 DV1275_MARK LOGO: NGS   
 DV1275_PROJECTION: FLUSH
 DV1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1275+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2008
 DV1275_ROD/PIPE-DEPTH: 1.2  meters
 DV1275
 DV1275  HISTORY     - Date     Condition        Report By
 DV1275  HISTORY     - 1981     MONUMENTED       NGS
 DV1275  HISTORY     - 20080427 GOOD             GEOCAC
 DV1275  HISTORY     - 20080801 GOOD             SURPGS
 DV1275
 DV1275                          STATION DESCRIPTION
 DV1275
 DV1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1275'26.3 KM (16.3 MI) NW FROM GOODYEAR.
 DV1275'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1275'THENCE 6.5 KM (4.0 MI) NORTH ALONG PERRYVILLE ROAD, THENCE 0.8 KM
 DV1275'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 6.5 KM (4.0 MI) NORTH
 DV1275'ALONG CANAL ROAD, THENCE 1.1 KM (0.7 MI) WEST ALONG A DIRT ROAD
 DV1275'PARALLELING A POWER LINE, THENCE 1.8 KM (1.1 MI) WEST ALONG THE SOUTH
 DV1275'ONE OF TWO DIRT ROADS, AT THE SOUTHWEST CORNER OF THE T JUNCTION OF A
 DV1275'DIRT ROAD LEADING SOUTH, 20.7 METERS (68 FT) SOUTH OF THE CENTERLINE
 DV1275'OF A DIRT ROAD, 14 METERS (46 FT) WEST OF THE CENTERLINE OF A DIRT
 DV1275'ROAD, 1.5 METERS (5 FT) NORTH OF A SAGUARO CACTUS WITH ONE ARM ON
 DV1275'ITS SOUTH SIDE, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 4 FEET.
 DV1275'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 DV1275'THE MARK IS ABOVE LEVEL WITH THE DIRT ROADS.
 DV1275
 DV1275                          STATION RECOVERY (2008)
 DV1275
 DV1275'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1275'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV1275'33.058' W112 30.137'.
 DV1275
 DV1275                          STATION RECOVERY (2008)
 DV1275
 DV1275'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 DV1275'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND COTTON LANE,
 DV1275'DRIVE NORTH ON COTTON LANE 6 MI (9.7 KM) TO NORTHERN AVENUE, THENCE
 DV1275'TURN LEFT (WEST) ON NORTHERN AVENUE AND DRIVE 3.0 MI (4.8 KM), ACROSS
 DV1275'A CANAL, AND THROUGH TWO GATES, TO A BEND TO THE SOUTH IN THE ROAD.
 DV1275'TRAVEL ON ROAD TO SOUTH TO THE MAIN COMPLEX OF CNH CASE PROVING
 DV1275'GROUNDS.  CHECK IN AT THE OFFICE TO HAVE THE REMAINING GATES UNLOCKED
 DV1275'AND TO BE ESCORTED ACROSS THE PRIVATE PROPERTY, 1.2MI (2.0KM).
 DV1275'CNH OFFICE ADDRESS IS 19501 W NORTHERN AVE, PO BOX 510, WADDELL, AZ
 DV1275'85355.  PHONE NUMBER IS 623-935-9091. HOURS OF OPERATION ARE MONDAY
 DV1275'FRIDAY TYPICALLY, FROM ABOUT 0600   1500 LOCAL TIME.  CALL AHEAD OF
 DV1275'TIME TO ARRANGE ENTRY.
 DV1275'AFTER LEAVING LAST GATE AT NORTHWEST CORNER OF PRIVATE PROPERTY,
 DV1275'CONTINUE WEST ON DIRT ROAD 0.3 MI (0.5KM), AND STATION ON THE LEFT
 DV1275'(SOUTH).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1237 ***********************************************************************
 DV1237  DESIGNATION -  M 476
 DV1237  PID         -  DV1237
 DV1237  STATE/COUNTY-  AZ/MARICOPA
 DV1237  USGS QUAD   -  SPRING MTN (1978)
 DV1237
 DV1237                         *CURRENT SURVEY CONTROL
 DV1237  ___________________________________________________________________
 DV1237* NAD 83(1986)-  33 14 25.     (N)    112 47 06.     (W)     SCALED    
 DV1237* NAVD 88     -       233.389  (meters)     765.71   (feet)  ADJUSTED  
 DV1237  ___________________________________________________________________
 DV1237  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1237  DYNAMIC HT  -         233.119 (meters)     764.82  (feet)  COMP
 DV1237  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 DV1237
 DV1237  VERT ORDER  -  FIRST     CLASS II
 DV1237
 DV1237.The horizontal coordinates were scaled from a topographic map and have
 DV1237.an estimated accuracy of +/- 6 seconds.
 DV1237
 DV1237.The orthometric height was determined by differential leveling
 DV1237.and adjusted in June 1991.
 DV1237
 DV1237.The geoid height was determined by GEOID03.
 DV1237
 DV1237.The dynamic height is computed by dividing the NAVD 88
 DV1237.geopotential number by the normal gravity value computed on the
 DV1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1237.degrees latitude (g = 980.6199 gals.).
 DV1237
 DV1237.The modeled gravity was interpolated from observed gravity values.
 DV1237
 DV1237;                    North         East    Units  Estimated Accuracy
 DV1237;SPC AZ C     -   248,730.      132,440.      MT  (+/- 180 meters Scaled)
 DV1237
 DV1237                          SUPERSEDED SURVEY CONTROL
 DV1237
 DV1237.No superseded survey control is available for this station.
 DV1237
 DV1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB336793(NAD 83)
 DV1237_MARKER: DB = BENCH MARK DISK
 DV1237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1237_SP_SET: HEADWALL
 DV1237_STAMPING: M 476 1981
 DV1237_MARK LOGO: NGS   
 DV1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1237+STABILITY: SURFACE MOTION
 DV1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1237+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV1237
 DV1237  HISTORY     - Date     Condition        Report By
 DV1237  HISTORY     - 1981     MONUMENTED       NGS
 DV1237  HISTORY     - 20060128 GOOD             USPSQD
 DV1237  HISTORY     - 20060129 GOOD             USPSQD
 DV1237  HISTORY     - 20070413 GOOD             GEOCAC
 DV1237
 DV1237                          STATION DESCRIPTION
 DV1237
 DV1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1237'10.9 KM (6.8 MI) SW FROM ARLINGTON.
 DV1237'10.9 KM (6.8 MI) SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD FROM
 DV1237'THE POST OFFICE AT ARLINGTON, IN TOP OF THE NORTHWEST END OF THE
 DV1237'SOUTHWEST HEADWALL OF A 4 BY 6 FOOT BOX CULVERT, ON THE OUT SIDE OF
 DV1237'A SLIGHT CURVE, 14 METERS (46 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV1237'ROAD.
 DV1237'THE MARK IS 1.2 M BELOW THE ROAD.
 DV1237
 DV1237                          STATION RECOVERY (2006)
 DV1237
 DV1237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1237'RECOVERED AS DESCRIBED.
 DV1237
 DV1237                          STATION RECOVERY (2006)
 DV1237
 DV1237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1237'RECOVERED AS DESCRIBED.
 DV1237
 DV1237                          STATION RECOVERY (2007)
 DV1237
 DV1237'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1376 ***********************************************************************
 DV1376  DESIGNATION -  M 477
 DV1376  PID         -  DV1376
 DV1376  STATE/COUNTY-  AZ/LA PAZ
 DV1376  USGS QUAD   -  HARRISBURG VALLEY (1990)
 DV1376
 DV1376                         *CURRENT SURVEY CONTROL
 DV1376  ___________________________________________________________________
 DV1376* NAD 83(2007)-  33 43 36.15266(N)    113 30 44.11309(W)     ADJUSTED  
 DV1376* NAVD 88     -       513.103  (meters)    1683.41   (feet)  ADJUSTED  
 DV1376  ___________________________________________________________________
 DV1376  EPOCH DATE  -        2007.00
 DV1376  X           -  -2,118,618.588 (meters)                     COMP
 DV1376  Y           -  -4,869,640.892 (meters)                     COMP
 DV1376  Z           -   3,521,543.096 (meters)                     COMP
 DV1376  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DV1376  ELLIP HEIGHT-         482.353 (meters)          (02/10/07) ADJUSTED
 DV1376  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV1376  DYNAMIC HT  -         512.502 (meters)    1681.43  (feet)  COMP
 DV1376
 DV1376  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1376  Type    PID    Designation                      North   East  Ellip
 DV1376  -------------------------------------------------------------------
 DV1376  NETWORK DV1376 M 477                             0.39   0.35   1.06
 DV1376  -------------------------------------------------------------------
 DV1376  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 DV1376
 DV1376  VERT ORDER  -  FIRST     CLASS II
 DV1376
 DV1376.The horizontal coordinates were established by GPS observations
 DV1376.and adjusted by the National Geodetic Survey in February 2007.
 DV1376
 DV1376.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1376.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1376.The horizontal coordinates are valid at the epoch date displayed above.
 DV1376.The epoch date for horizontal control is a decimal equivalence
 DV1376.of Year/Month/Day.
 DV1376
 DV1376.The orthometric height was determined by differential leveling
 DV1376.and adjusted in June 1991.
 DV1376
 DV1376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1376
 DV1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1376
 DV1376.The ellipsoidal height was determined by GPS observations
 DV1376.and is referenced to NAD 83.
 DV1376
 DV1376.The geoid height was determined by GEOID03.
 DV1376
 DV1376.The dynamic height is computed by dividing the NAVD 88
 DV1376.geopotential number by the normal gravity value computed on the
 DV1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1376.degrees latitude (g = 980.6199 gals.).
 DV1376
 DV1376.The modeled gravity was interpolated from observed gravity values.
 DV1376
 DV1376;                    North         East     Units Scale Factor Converg.
 DV1376;SPC AZ W     -   302,378.933   235,392.791   MT  0.99993932   +0 07 55.2
 DV1376;SPC AZ W     -   992,056.87    772,286.06   iFT  0.99993932   +0 07 55.2
 DV1376;UTM  12      - 3,734,689.222   267,229.670   MT  1.00026801   -1 23 43.8
 DV1376
 DV1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1376!SPC AZ W     -   0.99992428  x   0.99993932  =   0.99986361
 DV1376!UTM  12      -   0.99992428  x   1.00026801  =   1.00019227
 DV1376
 DV1376                          SUPERSEDED SURVEY CONTROL
 DV1376
 DV1376  NAD 83(1992)-  33 43 36.15163(N)    113 30 44.11293(W) AD(       ) A
 DV1376  ELLIP H (09/30/99)  482.381  (m)                       GP(       ) 3 1
 DV1376  NAVD 88 (09/30/99)  513.10   (m)         1683.4    (f) LEVELING    3  
 DV1376
 DV1376.Superseded values are not recommended for survey control.
 DV1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1376.See file dsdata.txt to determine how the superseded data were derived.
 DV1376
 DV1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6723034689(NAD 83)
 DV1376_MARKER: DB = BENCH MARK DISK
 DV1376_SETTING: 66 = SET IN ROCK OUTCROP
 DV1376_SP_SET: ROCK OUTCROP
 DV1376_STAMPING: M 477 1981
 DV1376_MARK LOGO: NGS   
 DV1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1376+STABILITY: POSITION/ELEVATION WELL
 DV1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1376+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 DV1376
 DV1376  HISTORY     - Date     Condition        Report By
 DV1376  HISTORY     - 1981     MONUMENTED       NGS
 DV1376  HISTORY     - 19990218 GOOD             AZ-013
 DV1376  HISTORY     - 20000401 GOOD             MCDOT
 DV1376  HISTORY     - 20050116 GOOD             CAP
 DV1376
 DV1376                          STATION DESCRIPTION
 DV1376
 DV1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1376'11.7 KM (7.25 MI) SE FROM SALOME.
 DV1376'11.7 KM (7.25 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1376'HIGHWAY 60 AT SALOME, IN TOP OF A WATER ERODED OUTCROP AT THE TOP OF
 DV1376'THE SOUTHWEST END OF THE NORTHEAST ONE OF TWO NATURAL ROCK SPILLWAYS
 DV1376'IN A RIDGE LEADING NORTH OF THE NORTHEAST END OF A DIRT DAM ACROSS THE
 DV1376'CENTENNIAL WASH, AT THE SOUTHEAST END OF HARRISBURG VALLEY, 60.5
 DV1376'METERS (198.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 DV1376'23.5 METERS (77 FT) EAST OF THE WEST BASE OF THE NORTH SPILLWAY,
 DV1376'11.3 METERS (37 FT) NORTHWEST OF A BUSHY PALO VERDE TREE WHICH IS
 DV1376'ON THE SOUTHWEST EDGE OF THE SPILLWAY, 9.3 METERS (30.6 FT)
 DV1376'NORTH-NORTHEAST OF A BUSHY PALO VERDE TREE WHICH IS ON THE SOUTHWEST
 DV1376'EDGE OF THE SPILLWAY, 3 METERS BELOW THE HIGHEST POINT OF THE  RIDGE.
 DV1376'THE MARK IS 0.4 METERS  SSE FROM A WITNESS POST.
 DV1376
 DV1376                          STATION RECOVERY (1999)
 DV1376
 DV1376'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1999 (BD)
 DV1376'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) EAST-SOUTHEAST OF SALOME,
 DV1376'24 MI (38.6 KM) NORTH OF THE LA PAZ-YUMA COUNTY LINE AND 10 MI (16.1
 DV1376'KM) WEST OF THE MARICOPA- LAPAZ COUNTY LINE. OWNERSHIP--UNKNOWN.  TO
 DV1376'REACH THE STATION FROM THE WESTERN END OF THE INTERSTATE HIGHWAY 10
 DV1376'WESTBOUND EXIT RAMP AT SALOME HIGHWAY (EXIT 81), GO WESTERLY FOR 25.8
 DV1376'MI (41.5 KM) ON SALOME HIGHWAY TO THE TOP OF DIRT DIKE NEXT TO
 DV1376'CENTENNIAL WASH, ABOUT 200 FT (61.0 M) PAST MILE MARKER 7.  THE
 DV1376'STATION IS SET IN THE NATURAL ROCK SPILLWAY.  LOCATED ABOUT 180 FEET
 DV1376'(54.9 M) WEST FROM THE CENTERLINE OF SALOME HIGHWAY, ABOUT 153 FEET
 DV1376'(46.6 M) WEST-SOUTHWEST FROM A TELEPHONE PEDESTAL BOX AND 6-INCH POST,
 DV1376'ABOUT 96 FEET (29.3 M) WEST FROM A 20-FOOT TALL SAGUARO CACTUS, ABOUT
 DV1376'45 FT (13.7 M) SOUTH FROM THE SOUTH SIDE OF A CONCRETE WASH TOP OF
 DV1376'BANK AND 1.5 FT (0.5 M) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DV1376
 DV1376                          STATION RECOVERY (2000)
 DV1376
 DV1376'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1376'RECOVERED AS DESCRIBED.
 DV1376
 DV1376                          STATION RECOVERY (2005)
 DV1376
 DV1376'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2005 (DJE)
 DV1376'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1396 ***********************************************************************
 DV1396  DESIGNATION -  M 478
 DV1396  PID         -  DV1396
 DV1396  STATE/COUNTY-  AZ/LA PAZ
 DV1396  USGS QUAD   -  BEAR HILLS (1990)
 DV1396
 DV1396                         *CURRENT SURVEY CONTROL
 DV1396  ___________________________________________________________________
 DV1396* NAD 83(1986)-  33 41 13.     (N)    113 54 55.     (W)     SCALED    
 DV1396* NAVD 88     -       384.342  (meters)    1260.96   (feet)  ADJUSTED  
 DV1396  ___________________________________________________________________
 DV1396  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1396  DYNAMIC HT  -         383.905 (meters)    1259.53  (feet)  COMP
 DV1396  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 DV1396
 DV1396  VERT ORDER  -  FIRST     CLASS II
 DV1396
 DV1396.The horizontal coordinates were scaled from a topographic map and have
 DV1396.an estimated accuracy of +/- 6 seconds.
 DV1396
 DV1396.The orthometric height was determined by differential leveling
 DV1396.and adjusted in June 1991.
 DV1396
 DV1396.The geoid height was determined by GEOID03.
 DV1396
 DV1396.The dynamic height is computed by dividing the NAVD 88
 DV1396.geopotential number by the normal gravity value computed on the
 DV1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1396.degrees latitude (g = 980.6199 gals.).
 DV1396
 DV1396.The modeled gravity was interpolated from observed gravity values.
 DV1396
 DV1396;                    North         East    Units  Estimated Accuracy
 DV1396;SPC AZ W     -   297,960.      198,040.      MT  (+/- 180 meters Scaled)
 DV1396
 DV1396                          SUPERSEDED SURVEY CONTROL
 DV1396
 DV1396.No superseded survey control is available for this station.
 DV1396
 DV1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC297312(NAD 83)
 DV1396_MARKER: I = METAL ROD
 DV1396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1396_SP_SET: STAINLESS STEEL ROD
 DV1396_STAMPING: M 478 1981
 DV1396_MARK LOGO: NGS   
 DV1396_PROJECTION: FLUSH
 DV1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1396_ROD/PIPE-DEPTH: 5.4  meters
 DV1396
 DV1396  HISTORY     - Date     Condition        Report By
 DV1396  HISTORY     - 1981     MONUMENTED       NGS
 DV1396
 DV1396                          STATION DESCRIPTION
 DV1396
 DV1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1396'31.9 KM (19.8 MI) SW FROM SALOME.
 DV1396'31.9 KM (19.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1396'SALOME ROAD IN SALOME, 0.2 KM (0.1 MI) SOUTHWEST OF A CONCRETE DOUBLE
 DV1396'BOX CULVERT UNDER THE HIGHWAY, 65.6 METERS (215 FT) SOUTH-SOUTHEAST OF
 DV1396'HIGHWAY MILEPOST 37, 57.3 METERS (188 FT) SOUTHEAST OF THE CENTERLINE
 DV1396'OF THE HIGHWAY, 33.4 METERS (110 FT) SOUTHWEST OF A BRACED ANGLE IRON
 DV1396'POST IN THE RIGHT-OF-WAY FENCE, 9.0 METERS (29.5 FT) NORTHEAST OF A
 DV1396'POWER POLE, 0.55 METERS (1.8 FT) NORTHWEST OF THE FENCE LINE.
 DV1396'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DV1396'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1294 ***********************************************************************
 DW1294  DESIGNATION -  M 479
 DW1294  PID         -  DW1294
 DW1294  STATE/COUNTY-  AZ/LA PAZ
 DW1294  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW1294
 DW1294                         *CURRENT SURVEY CONTROL
 DW1294  ___________________________________________________________________
 DW1294* NAD 83(1986)-  33 36 58.     (N)    114 27 42.     (W)     SCALED    
 DW1294* NAVD 88     -       148.237  (meters)     486.34   (feet)  ADJUSTED  
 DW1294  ___________________________________________________________________
 DW1294  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DW1294  DYNAMIC HT  -         148.074 (meters)     485.81  (feet)  COMP
 DW1294  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 DW1294
 DW1294  VERT ORDER  -  FIRST     CLASS II
 DW1294
 DW1294.The horizontal coordinates were scaled from a topographic map and have
 DW1294.an estimated accuracy of +/- 6 seconds.
 DW1294
 DW1294.The orthometric height was determined by differential leveling
 DW1294.and adjusted in June 1991.
 DW1294
 DW1294.The geoid height was determined by GEOID03.
 DW1294
 DW1294.The dynamic height is computed by dividing the NAVD 88
 DW1294.geopotential number by the normal gravity value computed on the
 DW1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1294.degrees latitude (g = 980.6199 gals.).
 DW1294
 DW1294.The modeled gravity was interpolated from observed gravity values.
 DW1294
 DW1294;                    North         East    Units  Estimated Accuracy
 DW1294;SPC AZ W     -   290,310.      147,320.      MT  (+/- 180 meters Scaled)
 DW1294
 DW1294                          SUPERSEDED SURVEY CONTROL
 DW1294
 DW1294.No superseded survey control is available for this station.
 DW1294
 DW1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT354224(NAD 83)
 DW1294_MARKER: DB = BENCH MARK DISK
 DW1294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW1294_SP_SET: HEADWALL
 DW1294_STAMPING: M 479 1981
 DW1294_MARK LOGO: NGS   
 DW1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1294
 DW1294  HISTORY     - Date     Condition        Report By
 DW1294  HISTORY     - 1981     MONUMENTED       NGS
 DW1294
 DW1294                          STATION DESCRIPTION
 DW1294
 DW1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1294'6.6 KM (4.1 MI) EAST FROM EHRENBERG.
 DW1294'6.6 KM (4.1 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1294'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHERNBERG, 0.8 KM (0.5
 DW1294'MI) NORTHEAST OF THE ARIZONA STATE INSPECTION STATION, 0.3 KM (0.2 MI)
 DW1294'NORTHEAST OF HIGHWAY MILEPOST 4, SET IN TOP OF THE NORTHEAST END OF
 DW1294'THE SOUTHEAST HEADWALL FOR A NINE CHANNEL BRIDGE UNDER THE EAST-BOUND
 DW1294'LANES OF THE HIGHWAY, 7.5 METERS (24.5 FT) SOUTHEAST OF THE CENTERLINE
 DW1294'OF THE EAST-BOUND LANES.
 DW1294'THE MARK IS 0.15 M BELOW THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0175 ***********************************************************************
 ER0175  DESIGNATION -  M 48
 ER0175  PID         -  ER0175
 ER0175  STATE/COUNTY-  AZ/APACHE
 ER0175  USGS QUAD   -  WILD COW LAKE (1978)
 ER0175
 ER0175                         *CURRENT SURVEY CONTROL
 ER0175  ___________________________________________________________________
 ER0175* NAD 83(1986)-  34 56 03.     (N)    109 11 18.     (W)     SCALED    
 ER0175* NAVD 88     -      1941.819  (meters)    6370.78   (feet)  ADJUSTED  
 ER0175  ___________________________________________________________________
 ER0175  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 ER0175  DYNAMIC HT  -        1939.000 (meters)    6361.54  (feet)  COMP
 ER0175  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 ER0175
 ER0175  VERT ORDER  -  SECOND    CLASS 0
 ER0175
 ER0175.The horizontal coordinates were scaled from a topographic map and have
 ER0175.an estimated accuracy of +/- 6 seconds.
 ER0175
 ER0175.The orthometric height was determined by differential leveling
 ER0175.and adjusted in June 1991.
 ER0175
 ER0175.The geoid height was determined by GEOID03.
 ER0175
 ER0175.The dynamic height is computed by dividing the NAVD 88
 ER0175.geopotential number by the normal gravity value computed on the
 ER0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0175.degrees latitude (g = 980.6199 gals.).
 ER0175
 ER0175.The modeled gravity was interpolated from observed gravity values.
 ER0175
 ER0175;                    North         East    Units  Estimated Accuracy
 ER0175;SPC AZ E     -   436,710.      302,730.      MT  (+/- 180 meters Scaled)
 ER0175
 ER0175                          SUPERSEDED SURVEY CONTROL
 ER0175
 ER0175  NGVD 29 (??/??/92) 1940.867  (m)         6367.66   (f) ADJ UNCH    2 0
 ER0175
 ER0175.Superseded values are not recommended for survey control.
 ER0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0175.See file dsdata.txt to determine how the superseded data were derived.
 ER0175
 ER0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD654672(NAD 83)
 ER0175_MARKER: DB = BENCH MARK DISK
 ER0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0175_STAMPING: M-48 1934
 ER0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0175+STABILITY: SURFACE MOTION
 ER0175
 ER0175  HISTORY     - Date     Condition        Report By
 ER0175  HISTORY     - 1934     MONUMENTED       CGS
 ER0175  HISTORY     - 1973     MARK NOT FOUND   USGS
 ER0175
 ER0175                          STATION DESCRIPTION
 ER0175
 ER0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0175'22.4 MI W FROM ZUNI, NM.
 ER0175'22.4 MILES WEST OF, ALONG STATE HIGHWAY NO. 61 10.0 MILES WEST OF
 ER0175'ARIZONA AND NEW MEXICO STATE LINE.  60 YARDS NORTH OF A SMALL WASH. 40
 ER0175'FEET SOUTH OF CENTER LINE OF ROAD.
 ER0175
 ER0175                          STATION RECOVERY (1973)
 ER0175
 ER0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ER0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0757 ***********************************************************************
 ET0757  DESIGNATION -  M 480
 ET0757  PID         -  ET0757
 ET0757  STATE/COUNTY-  AZ/LA PAZ
 ET0757  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0757
 ET0757                         *CURRENT SURVEY CONTROL
 ET0757  ___________________________________________________________________
 ET0757* NAD 83(1986)-  34 04 54.     (N)    113 33 07.     (W)     SCALED    
 ET0757* NAVD 88     -       604.383  (meters)    1982.88   (feet)  ADJUSTED  
 ET0757  ___________________________________________________________________
 ET0757  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ET0757  DYNAMIC HT  -         603.688 (meters)    1980.60  (feet)  COMP
 ET0757  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 ET0757  OBS GRAVITY -     979,465.5   (mgal)                       GRAV_OBS
 ET0757
 ET0757  VERT ORDER  -  FIRST     CLASS II
 ET0757
 ET0757.The horizontal coordinates were scaled from a topographic map and have
 ET0757.an estimated accuracy of +/- 6 seconds.
 ET0757
 ET0757.The orthometric height was determined by differential leveling
 ET0757.and adjusted in June 1991.
 ET0757
 ET0757.The geoid height was determined by GEOID03.
 ET0757
 ET0757.The dynamic height is computed by dividing the NAVD 88
 ET0757.geopotential number by the normal gravity value computed on the
 ET0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0757.degrees latitude (g = 980.6199 gals.).
 ET0757
 ET0757.The modeled gravity was interpolated from observed gravity values.
 ET0757.The observed gravity was obtained from relative gravimeter ties
 ET0757.to the IGSN71 gravity network.
 ET0757
 ET0757;                    North         East    Units  Estimated Accuracy
 ET0757;SPC AZ W     -   341,740.      231,640.      MT  (+/- 180 meters Scaled)
 ET0757
 ET0757                          SUPERSEDED SURVEY CONTROL
 ET0757
 ET0757.No superseded survey control is available for this station.
 ET0757
 ET0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC645741(NAD 83)
 ET0757_MARKER: I = METAL ROD
 ET0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0757_SP_SET: STAINLESS STEEL ROD
 ET0757_STAMPING: M 480 1981
 ET0757_MARK LOGO: NGS   
 ET0757_PROJECTION: FLUSH
 ET0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0757+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0757_ROD/PIPE-DEPTH: 4.6  meters
 ET0757
 ET0757  HISTORY     - Date     Condition        Report By
 ET0757  HISTORY     - 1981     MONUMENTED       NGS
 ET0757  HISTORY     - 20070210 GOOD             USPSQD
 ET0757  HISTORY     - 20081016 GOOD             GEOCAC
 ET0757
 ET0757                          STATION DESCRIPTION
 ET0757
 ET0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0757'31.0 KM (19.25 MI) NORT FROM WENDEN.
 ET0757'31.0 KM (19.25 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0757'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.5 KM (0.3 MI) NORTHWEST OF
 ET0757'THE NORTH END OF BLACK BUTTE, ON THE EXTENDED CENTERLINE OF A DIRT
 ET0757'ROAD LEADING WEST, 25.2 METERS (82.5 FT) SOUTHEAST OF THE CENTERLINE
 ET0757'OF ALAMO ROAD, 0.4 METERS (1.3 FT) NORTHWEST OF THE RIGHT-OF-WAY
 ET0757'FENCE.
 ET0757'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 ET0757'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 ET0757
 ET0757                          STATION RECOVERY (2007)
 ET0757
 ET0757'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0757'RECOVERED AS DESCRIBED.
 ET0757
 ET0757                          STATION RECOVERY (2008)
 ET0757
 ET0757'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0757'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF
 ET0757'N 34 04.897' W 113 33.136'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0811 ***********************************************************************
 ET0811  DESIGNATION -  M 481
 ET0811  PID         -  ET0811
 ET0811  STATE/COUNTY-  AZ/MOHAVE
 ET0811  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0811
 ET0811                         *CURRENT SURVEY CONTROL
 ET0811  ___________________________________________________________________
 ET0811* NAD 83(1986)-  34 34 14.     (N)    113 46 44.     (W)     SCALED    
 ET0811* NAVD 88     -       923.255  (meters)    3029.05   (feet)  ADJUSTED  
 ET0811  ___________________________________________________________________
 ET0811  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 ET0811  DYNAMIC HT  -         922.160 (meters)    3025.45  (feet)  COMP
 ET0811  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 ET0811
 ET0811  VERT ORDER  -  FIRST     CLASS II
 ET0811
 ET0811.The horizontal coordinates were scaled from a topographic map and have
 ET0811.an estimated accuracy of +/- 6 seconds.
 ET0811
 ET0811.The orthometric height was determined by differential leveling
 ET0811.and adjusted in June 1991.
 ET0811
 ET0811.The geoid height was determined by GEOID03.
 ET0811
 ET0811.The dynamic height is computed by dividing the NAVD 88
 ET0811.geopotential number by the normal gravity value computed on the
 ET0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0811.degrees latitude (g = 980.6199 gals.).
 ET0811
 ET0811.The modeled gravity was interpolated from observed gravity values.
 ET0811
 ET0811;                    North         East    Units  Estimated Accuracy
 ET0811;SPC AZ W     -   395,950.      210,710.      MT  (+/- 180 meters Scaled)
 ET0811
 ET0811                          SUPERSEDED SURVEY CONTROL
 ET0811
 ET0811.No superseded survey control is available for this station.
 ET0811
 ET0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD450289(NAD 83)
 ET0811_MARKER: I = METAL ROD
 ET0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0811_SP_SET: STAINLESS STEEL ROD
 ET0811_STAMPING: M 481 1981
 ET0811_MARK LOGO: NGS   
 ET0811_PROJECTION: FLUSH
 ET0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0811_ROD/PIPE-DEPTH: 2.7  meters
 ET0811
 ET0811  HISTORY     - Date     Condition        Report By
 ET0811  HISTORY     - 1981     MONUMENTED       NGS
 ET0811
 ET0811                          STATION DESCRIPTION
 ET0811
 ET0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0811'49.1 KM (30.5 MI) SE FROM YUCCA.
 ET0811'49.1 KM (30.5 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0811'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE SUMMIT OF A ROAD GRADE ABOVE A
 ET0811'SMALL DRY WASH, AT THE EAST END OF A SMALL RIDGE, 11.3 METERS (37.0
 ET0811'FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.6 METERS (5.3 FT)
 ET0811'SOUTHWEST OF A MOHAVE COUNTY CONCRETE-FILLED-STOVE-PIPE BENCH MARK.
 ET0811'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 ET0811'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0790 ***********************************************************************
 ET0790  DESIGNATION -  M 482
 ET0790  PID         -  ET0790
 ET0790  STATE/COUNTY-  AZ/MOHAVE
 ET0790  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0790
 ET0790                         *CURRENT SURVEY CONTROL
 ET0790  ___________________________________________________________________
 ET0790* NAD 83(1986)-  34 18 36.     (N)    113 38 54.     (W)     SCALED    
 ET0790* NAVD 88     -       526.409  (meters)    1727.06   (feet)  ADJUSTED  
 ET0790  ___________________________________________________________________
 ET0790  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ET0790  DYNAMIC HT  -         525.811 (meters)    1725.10  (feet)  COMP
 ET0790  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 ET0790
 ET0790  VERT ORDER  -  FIRST     CLASS II
 ET0790
 ET0790.The horizontal coordinates were scaled from a topographic map and have
 ET0790.an estimated accuracy of +/- 6 seconds.
 ET0790
 ET0790.The orthometric height was determined by differential leveling
 ET0790.and adjusted in June 1991.
 ET0790
 ET0790.The geoid height was determined by GEOID03.
 ET0790
 ET0790.The dynamic height is computed by dividing the NAVD 88
 ET0790.geopotential number by the normal gravity value computed on the
 ET0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0790.degrees latitude (g = 980.6199 gals.).
 ET0790
 ET0790.The modeled gravity was interpolated from observed gravity values.
 ET0790
 ET0790;                    North         East    Units  Estimated Accuracy
 ET0790;SPC AZ W     -   367,050.      222,720.      MT  (+/- 180 meters Scaled)
 ET0790
 ET0790                          SUPERSEDED SURVEY CONTROL
 ET0790
 ET0790.No superseded survey control is available for this station.
 ET0790
 ET0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC562997(NAD 83)
 ET0790_MARKER: DB = BENCH MARK DISK
 ET0790_SETTING: 66 = SET IN ROCK OUTCROP
 ET0790_SP_SET: ROCK OUTCROP
 ET0790_STAMPING: M 482 1981
 ET0790_MARK LOGO: NGS   
 ET0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0790+STABILITY: POSITION/ELEVATION WELL
 ET0790
 ET0790  HISTORY     - Date     Condition        Report By
 ET0790  HISTORY     - 1981     MONUMENTED       NGS
 ET0790
 ET0790                          STATION DESCRIPTION
 ET0790
 ET0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0790'84.7 KM (52.6 MI) SE FROM YUCCA.
 ET0790'84.7 KM (52.6 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0790'INTERSTATE HIGHWAY 40 IN YUCCA, BETWEEN THE Y OF TWO SHALLOW RAVINES,
 ET0790'SET IN TOP OF A MASSIVE CONGLOMERATE OUTCROP PROJECTING 5 FEET AT A
 ET0790'POINT WHERE IT FORMS A RIGHT ANGLE, 35.5 METERS (117 FT) SOUTHWEST OF
 ET0790'THE CENTERLINE OF THE ROAD, 3.0 METERS (10.0 FT) NORTHWEST OF THE
 ET0790'SOUTHEAST EDGE OF THE OUTCROP, 2.8 METERS (9.0 FT) NORTHEAST OF THE
 ET0790'SOUTHWEST EDGE OF THE OUTCROP.
 ET0790'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 ET0790'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0898 ***********************************************************************
 FS0898  DESIGNATION -  M 484
 FS0898  PID         -  FS0898
 FS0898  STATE/COUNTY-  AZ/MOHAVE
 FS0898  USGS QUAD   -  KINGMAN SE (1980)
 FS0898
 FS0898                         *CURRENT SURVEY CONTROL
 FS0898  ___________________________________________________________________
 FS0898* NAD 83(1986)-  35 06 17.     (N)    114 07 03.     (W)     SCALED    
 FS0898* NAVD 88     -       834.303  (meters)    2737.21   (feet)  ADJUSTED  
 FS0898  ___________________________________________________________________
 FS0898  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS0898  DYNAMIC HT  -         833.342 (meters)    2734.06  (feet)  COMP
 FS0898  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 FS0898  OBS GRAVITY -     979,455.7   (mgal)                       GRAV_OBS
 FS0898
 FS0898  VERT ORDER  -  FIRST     CLASS II
 FS0898
 FS0898.The horizontal coordinates were scaled from a topographic map and have
 FS0898.an estimated accuracy of +/- 6 seconds.
 FS0898
 FS0898.The orthometric height was determined by differential leveling
 FS0898.and adjusted in June 1991.
 FS0898
 FS0898.The geoid height was determined by GEOID03.
 FS0898
 FS0898.The dynamic height is computed by dividing the NAVD 88
 FS0898.geopotential number by the normal gravity value computed on the
 FS0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0898.degrees latitude (g = 980.6199 gals.).
 FS0898
 FS0898.The modeled gravity was interpolated from observed gravity values.
 FS0898.The observed gravity was obtained from relative gravimeter ties
 FS0898.to the IGSN71 gravity network.
 FS0898
 FS0898;                    North         East    Units  Estimated Accuracy
 FS0898;SPC AZ W     -   455,270.      179,860.      MT  (+/- 180 meters Scaled)
 FS0898
 FS0898                          SUPERSEDED SURVEY CONTROL
 FS0898
 FS0898.No superseded survey control is available for this station.
 FS0898
 FS0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU627884(NAD 83)
 FS0898_MARKER: DB = BENCH MARK DISK
 FS0898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS0898_SP_SET: STAINLESS STEEL ROD
 FS0898_STAMPING: M 484 1981
 FS0898_MARK LOGO: NGS   
 FS0898_PROJECTION: FLUSH
 FS0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0898_ROD/PIPE-DEPTH: 3.0  meters
 FS0898
 FS0898  HISTORY     - Date     Condition        Report By
 FS0898  HISTORY     - 1981     MONUMENTED       NGS
 FS0898
 FS0898                          STATION DESCRIPTION
 FS0898
 FS0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0898'12.1 KM (7.5 MI) SW FROM KINGMAN.
 FS0898'12.1 KM (7.5 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0898'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, AT MILEPOST
 FS0898'42, 25.6 METERS (84 FT) NORTHWEST OF THE CENTERLINE OF THE WEST
 FS0898'BOUND LANES, 5.8 METERS (19 FT) SOUTHEAST OF THE CENTER OF THE
 FS0898'FRONTAGE ROAD, 41.1 METERS (135 FT) SOUTHWEST OF THE SOUTHWEST END
 FS0898'OF THE NORTHWEST HEADWALL OF A CULVERT, 0.3 METER (1.0 FT) NORTHWEST
 FS0898'OF THE RIGHT OF WAY FENCE.
 FS0898'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FS0898'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0965 ***********************************************************************
 FS0965  DESIGNATION -  M 485
 FS0965  PID         -  FS0965
 FS0965  STATE/COUNTY-  AZ/MOHAVE
 FS0965  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0965
 FS0965                         *CURRENT SURVEY CONTROL
 FS0965  ___________________________________________________________________
 FS0965* NAD 83(1986)-  35 58 03.     (N)    114 40 26.     (W)     SCALED    
 FS0965* NAVD 88     -       607.563  (meters)    1993.31   (feet)  ADJUSTED  
 FS0965  ___________________________________________________________________
 FS0965  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0965  DYNAMIC HT  -         606.947 (meters)    1991.29  (feet)  COMP
 FS0965  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 FS0965
 FS0965  VERT ORDER  -  FIRST     CLASS II
 FS0965
 FS0965.The horizontal coordinates were scaled from a topographic map and have
 FS0965.an estimated accuracy of +/- 6 seconds.
 FS0965
 FS0965.The orthometric height was determined by differential leveling
 FS0965.and adjusted in June 1991.
 FS0965
 FS0965.The geoid height was determined by GEOID03.
 FS0965
 FS0965.The dynamic height is computed by dividing the NAVD 88
 FS0965.geopotential number by the normal gravity value computed on the
 FS0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0965.degrees latitude (g = 980.6199 gals.).
 FS0965
 FS0965.The modeled gravity was interpolated from observed gravity values.
 FS0965
 FS0965;                    North         East    Units  Estimated Accuracy
 FS0965;SPC AZ W     -   551,320.      130,030.      MT  (+/- 180 meters Scaled)
 FS0965
 FS0965                          SUPERSEDED SURVEY CONTROL
 FS0965
 FS0965.No superseded survey control is available for this station.
 FS0965
 FS0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV097828(NAD 83)
 FS0965_MARKER: DB = BENCH MARK DISK
 FS0965_SETTING: 66 = SET IN ROCK OUTCROP
 FS0965_SP_SET: ROCK OUTCROP
 FS0965_STAMPING: M 485 1981
 FS0965_MARK LOGO: NGS   
 FS0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0965+STABILITY: POSITION/ELEVATION WELL
 FS0965
 FS0965  HISTORY     - Date     Condition        Report By
 FS0965  HISTORY     - 1981     MONUMENTED       NGS
 FS0965
 FS0965                          STATION DESCRIPTION
 FS0965
 FS0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0965'9.3 KM (5.8 MI) SE FROM HOOVER DAM.
 FS0965'9.3 KM (5.8 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0965'OF HOOVER DAM, IN TOP OF AN OUTCROP AT THE SOUTHEAST END OF A DIRT AND
 FS0965'ROCK CUT, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 6 AND A SUMMIT, 12.5
 FS0965'METERS (41 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS
 FS0965'(44 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0965'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FS0965'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0939 ***********************************************************************
 FS0939  HT_MOD      -  This is a Height Modernization Survey Station.
 FS0939  DESIGNATION -  M 486
 FS0939  PID         -  FS0939
 FS0939  STATE/COUNTY-  AZ/MOHAVE
 FS0939  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0939
 FS0939                         *CURRENT SURVEY CONTROL
 FS0939  ___________________________________________________________________
 FS0939* NAD 83(2007)-  35 39 58.38561(N)    114 27 23.40331(W)     ADJUSTED  
 FS0939* NAVD 88     -       767.32   (meters)    2517.4    (feet)  GPS OBS   
 FS0939  ___________________________________________________________________
 FS0939  EPOCH DATE  -        2007.00
 FS0939  X           -  -2,147,959.888 (meters)                     COMP
 FS0939  Y           -  -4,722,766.279 (meters)                     COMP
 FS0939  Z           -   3,698,597.272 (meters)                     COMP
 FS0939  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 FS0939  ELLIP HEIGHT-         738.905 (meters)          (02/10/07) ADJUSTED
 FS0939  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0939
 FS0939  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FS0939  Type    PID    Designation                      North   East  Ellip
 FS0939  -------------------------------------------------------------------
 FS0939  NETWORK FS0939 M 486                             0.41   0.31   0.82
 FS0939  -------------------------------------------------------------------
 FS0939
 FS0939.The horizontal coordinates were established by GPS observations
 FS0939.and adjusted by the National Geodetic Survey in February 2007.
 FS0939
 FS0939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0939.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0939.The horizontal coordinates are valid at the epoch date displayed above.
 FS0939.The epoch date for horizontal control is a decimal equivalence
 FS0939.of Year/Month/Day.
 FS0939
 FS0939.The orthometric height was determined by GPS observations and a
 FS0939.high-resolution geoid model.
 FS0939.The orthometric height was determined by GPS observations and a
 FS0939.high-resolution geoid model using precise GPS observation and
 FS0939.processing techniques. It supersedes the leveled height previously
 FS0939.determined for this station.
 FS0939
 FS0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0939
 FS0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0939
 FS0939.The ellipsoidal height was determined by GPS observations
 FS0939.and is referenced to NAD 83.
 FS0939
 FS0939.The geoid height was determined by GEOID03.
 FS0939
 FS0939;                    North         East     Units Scale Factor Converg.
 FS0939;SPC AZ W     -   517,728.730   149,395.666   MT  0.99998373   -0 24 43.0
 FS0939;SPC AZ W     - 1,698,585.07    490,143.26   iFT  0.99998373   -0 24 43.0
 FS0939;UTM  11      - 3,949,908.886   730,226.033   MT  1.00025320   +1 29 01.2
 FS0939
 FS0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0939!SPC AZ W     -   0.99988404  x   0.99998373  =   0.99986777
 FS0939!UTM  11      -   0.99988404  x   1.00025320  =   1.00013721
 FS0939
 FS0939                          SUPERSEDED SURVEY CONTROL
 FS0939
 FS0939  NAD 83(1992)-  35 39 58.38519(N)    114 27 23.40254(W) AD(       ) B
 FS0939  ELLIP H (08/22/05)  738.907  (m)                       GP(       ) 3 1
 FS0939  NAVD 88 (06/15/91)  767.278  (m)         2517.31   (f) ADJUSTED    1 2
 FS0939
 FS0939.Superseded values are not recommended for survey control.
 FS0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0939.See file dsdata.txt to determine how the superseded data were derived.
 FS0939
 FS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3022649909(NAD 83)
 FS0939_MARKER: F = FLANGE-ENCASED ROD
 FS0939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FS0939_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FS0939_STAMPING: M 486 1982
 FS0939_MARK LOGO: NGS   
 FS0939_PROJECTION: FLUSH
 FS0939_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0939+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 FS0939_ROD/PIPE-DEPTH: 8.5  meters
 FS0939_SLEEVE-DEPTH  : 6.1 meters
 FS0939
 FS0939  HISTORY     - Date     Condition        Report By
 FS0939  HISTORY     - 1982     MONUMENTED       NGS
 FS0939  HISTORY     - 20050401 GOOD             NGS
 FS0939  HISTORY     - 20081114 GOOD             GEOANA
 FS0939
 FS0939                          STATION DESCRIPTION
 FS0939
 FS0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0939'35.1 KM (21.8 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0939'35.1 KM (21.8 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0939'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 106.7 METERS (350 FT)
 FS0939'SOUTHEAST OF MILEPOST 31, 20.7 METERS (68 FT) SOUTHWEST OF THE
 FS0939'CENTERLINE OF THE HIGHWAY, 13.1 METERS (43 FT) NORTHEAST OF A FENCE.
 FS0939'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 FS0939'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FS0939
 FS0939                          STATION RECOVERY (2005)
 FS0939
 FS0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FS0939'RECOVERED AS DESCRIBED.
 FS0939
 FS0939                          STATION RECOVERY (2008)
 FS0939
 FS0939'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0939'RECOVERED AS DESCRIBED.
 FS0939' 
 FS0939'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 FS0939'OF A FIXED HEIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0715 ***********************************************************************
 FR0715  DESIGNATION -  M 487
 FR0715  PID         -  FR0715
 FR0715  STATE/COUNTY-  AZ/MOHAVE
 FR0715  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0715
 FR0715                         *CURRENT SURVEY CONTROL
 FR0715  ___________________________________________________________________
 FR0715* NAD 83(1986)-  35 30 07.     (N)    113 31 38.     (W)     SCALED    
 FR0715* NAVD 88     -      1374.689  (meters)    4510.13   (feet)  ADJUSTED  
 FR0715  ___________________________________________________________________
 FR0715  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FR0715  DYNAMIC HT  -        1372.991 (meters)    4504.55  (feet)  COMP
 FR0715  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 FR0715
 FR0715  VERT ORDER  -  FIRST     CLASS II
 FR0715
 FR0715.The horizontal coordinates were scaled from a topographic map and have
 FR0715.an estimated accuracy of +/- 6 seconds.
 FR0715
 FR0715.The orthometric height was determined by differential leveling
 FR0715.and adjusted in June 1991.
 FR0715
 FR0715.The geoid height was determined by GEOID03.
 FR0715
 FR0715.The dynamic height is computed by dividing the NAVD 88
 FR0715.geopotential number by the normal gravity value computed on the
 FR0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0715.degrees latitude (g = 980.6199 gals.).
 FR0715
 FR0715.The modeled gravity was interpolated from observed gravity values.
 FR0715
 FR0715;                    North         East    Units  Estimated Accuracy
 FR0715;SPC AZ W     -   499,300.      233,570.      MT  (+/- 180 meters Scaled)
 FR0715
 FR0715                          SUPERSEDED SURVEY CONTROL
 FR0715
 FR0715.No superseded survey control is available for this station.
 FR0715
 FR0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE707316(NAD 83)
 FR0715_MARKER: I = METAL ROD
 FR0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0715_SP_SET: STAINLESS STEEL ROD
 FR0715_STAMPING: M 487 1982
 FR0715_MARK LOGO: NGS   
 FR0715_PROJECTION: FLUSH
 FR0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0715_ROD/PIPE-DEPTH: 0.9  meters
 FR0715
 FR0715  HISTORY     - Date     Condition        Report By
 FR0715  HISTORY     - 1982     MONUMENTED       NGS
 FR0715
 FR0715                          STATION DESCRIPTION
 FR0715
 FR0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0715'10.1 KM (6.3 MI) SW FROM PEACH SPRINGS.
 FR0715'10.1 KM (6.3 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0715'AT PEACH SPRINGS, 32.0 METERS (105.0 FEET) SOUTHEAST OF THE CENTERLINE
 FR0715'OF THE HIGHWAY, 0.3 METER (1.0 FOOT) NORTHWEST OF A FENCE, AT MILEPOST
 FR0715'97 AND  0.6 METER (2.0 FEET) NORTHWEST THE NORTHWEST END OF A SIGN
 FR0715'READING -GRAND CYN CAVERNS 19 MI-.
 FR0715'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FR0715'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0740 ***********************************************************************
 FR0740  DESIGNATION -  M 488
 FR0740  PID         -  FR0740
 FR0740  STATE/COUNTY-  AZ/YAVAPAI
 FR0740  USGS QUAD   -  YAMPAI (1981)
 FR0740
 FR0740                         *CURRENT SURVEY CONTROL
 FR0740  ___________________________________________________________________
 FR0740* NAD 83(2007)-  35 29 38.86781(N)    113 09 45.58213(W)     ADJUSTED  
 FR0740* NAVD 88     -      1626.393  (meters)    5335.92   (feet)  ADJUSTED  
 FR0740  ___________________________________________________________________
 FR0740  EPOCH DATE  -        2007.00
 FR0740  X           -  -2,045,419.353 (meters)                     COMP
 FR0740  Y           -  -4,780,923.130 (meters)                     COMP
 FR0740  Z           -   3,683,567.342 (meters)                     COMP
 FR0740  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 FR0740  ELLIP HEIGHT-        1601.049 (meters)          (02/10/07) ADJUSTED
 FR0740  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0740  DYNAMIC HT  -        1624.294 (meters)    5329.04  (feet)  COMP
 FR0740
 FR0740  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0740  Type    PID    Designation                      North   East  Ellip
 FR0740  -------------------------------------------------------------------
 FR0740  NETWORK FR0740 M 488                             0.41   0.31   0.82
 FR0740  -------------------------------------------------------------------
 FR0740  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 FR0740
 FR0740  VERT ORDER  -  FIRST     CLASS II
 FR0740
 FR0740.The horizontal coordinates were established by GPS observations
 FR0740.and adjusted by the National Geodetic Survey in February 2007.
 FR0740
 FR0740.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0740.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0740.The horizontal coordinates are valid at the epoch date displayed above.
 FR0740.The epoch date for horizontal control is a decimal equivalence
 FR0740.of Year/Month/Day.
 FR0740
 FR0740.The orthometric height was determined by differential leveling
 FR0740.and adjusted in June 1991.
 FR0740
 FR0740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0740
 FR0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0740
 FR0740.The ellipsoidal height was determined by GPS observations
 FR0740.and is referenced to NAD 83.
 FR0740
 FR0740.The geoid height was determined by GEOID03.
 FR0740
 FR0740.The dynamic height is computed by dividing the NAVD 88
 FR0740.geopotential number by the normal gravity value computed on the
 FR0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0740.degrees latitude (g = 980.6199 gals.).
 FR0740
 FR0740.The modeled gravity was interpolated from observed gravity values.
 FR0740
 FR0740;                    North         East     Units Scale Factor Converg.
 FR0740;SPC AZ C     -   499,103.806   100,311.782   MT  1.00005744   -0 43 24.7
 FR0740;SPC AZ C     - 1,637,479.68    329,106.90   iFT  1.00005744   -0 43 24.7
 FR0740;UTM  12      - 3,929,992.627   303,831.933   MT  1.00007424   -1 15 21.9
 FR0740
 FR0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0740!SPC AZ C     -   0.99974877  x   1.00005744  =   0.99980619
 FR0740!UTM  12      -   0.99974877  x   1.00007424  =   0.99982299
 FR0740
 FR0740                          SUPERSEDED SURVEY CONTROL
 FR0740
 FR0740  NAD 83(1992)-  35 29 38.86760(N)    113 09 45.58156(W) AD(       ) B
 FR0740  ELLIP H (08/22/05) 1601.052  (m)                       GP(       ) 3 1
 FR0740  NAVD 88 (08/22/05) 1626.39   (m)         5335.9    (f) LEVELING    3  
 FR0740
 FR0740.Superseded values are not recommended for survey control.
 FR0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0740.See file dsdata.txt to determine how the superseded data were derived.
 FR0740
 FR0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0383229993(NAD 83)
 FR0740_MARKER: DB = BENCH MARK DISK
 FR0740_SETTING: 66 = SET IN ROCK OUTCROP
 FR0740_SP_SET: ROCK OUTCROP
 FR0740_STAMPING: M 488 1982
 FR0740_MARK LOGO: NGS   
 FR0740_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0740+STABILITY: POSITION/ELEVATION WELL
 FR0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0740+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 FR0740
 FR0740  HISTORY     - Date     Condition        Report By
 FR0740  HISTORY     - 1982     MONUMENTED       NGS
 FR0740  HISTORY     - 20050401 GOOD             NGS
 FR0740  HISTORY     - 20060923 GOOD             GEOCAC
 FR0740
 FR0740                          STATION DESCRIPTION
 FR0740
 FR0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0740'29.9 KM (18.6 MI) EAST FROM PEACH SPRINGS.
 FR0740'29.9 KM (18.6 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0740'PEACH SPRINGS, IN TOP OF A MASSIVE OUTCROP PROJECTING 4-INCHES ABOVE
 FR0740'THE GROUND, 9.1 METERS (30 FT) WEST OF MILEPOST 120, 10.9 METERS (36
 FR0740'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (50 FT)
 FR0740'NORTHEAST OF A FENCE. NOTE--LAST HIGHWAY CUT FOR MILES TO THE EAST.
 FR0740'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FR0740'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FR0740
 FR0740                          STATION RECOVERY (2005)
 FR0740
 FR0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0740'RECOVERED AS DESCRIBED
 FR0740
 FR0740                          STATION RECOVERY (2006)
 FR0740
 FR0740'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 FR0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0779 ***********************************************************************
 FR0779  DESIGNATION -  M 489
 FR0779  PID         -  FR0779
 FR0779  STATE/COUNTY-  AZ/COCONINO
 FR0779  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0779
 FR0779                         *CURRENT SURVEY CONTROL
 FR0779  ___________________________________________________________________
 FR0779* NAD 83(1986)-  35 14 38.     (N)    112 12 35.     (W)     SCALED    
 FR0779* NAVD 88     -      2092.833  (meters)    6866.24   (feet)  ADJUSTED  
 FR0779  ___________________________________________________________________
 FR0779  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 FR0779  DYNAMIC HT  -        2089.894 (meters)    6856.59  (feet)  COMP
 FR0779  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 FR0779
 FR0779  VERT ORDER  -  FIRST     CLASS II
 FR0779
 FR0779.The horizontal coordinates were scaled from a topographic map and have
 FR0779.an estimated accuracy of +/- 6 seconds.
 FR0779
 FR0779.The orthometric height was determined by differential leveling
 FR0779.and adjusted in June 1991.
 FR0779
 FR0779.The geoid height was determined by GEOID03.
 FR0779
 FR0779.The dynamic height is computed by dividing the NAVD 88
 FR0779.geopotential number by the normal gravity value computed on the
 FR0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0779.degrees latitude (g = 980.6199 gals.).
 FR0779
 FR0779.The modeled gravity was interpolated from observed gravity values.
 FR0779
 FR0779;                    North         East    Units  Estimated Accuracy
 FR0779;SPC AZ C     -   470,670.      186,690.      MT  (+/- 180 meters Scaled)
 FR0779
 FR0779                          SUPERSEDED SURVEY CONTROL
 FR0779
 FR0779.No superseded survey control is available for this station.
 FR0779
 FR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE899007(NAD 83)
 FR0779_MARKER: DB = BENCH MARK DISK
 FR0779_SETTING: 66 = SET IN ROCK OUTCROP
 FR0779_SP_SET: ROCK OUTCROP
 FR0779_STAMPING: M 489 1982
 FR0779_MARK LOGO: NGS   
 FR0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0779+STABILITY: POSITION/ELEVATION WELL
 FR0779
 FR0779  HISTORY     - Date     Condition        Report By
 FR0779  HISTORY     - 1982     MONUMENTED       NGS
 FR0779  HISTORY     - 19870320 MARK NOT FOUND   USPSQD
 FR0779
 FR0779                          STATION DESCRIPTION
 FR0779
 FR0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0779'1.8 KM (1.1 MI) WEST FROM WILLIAMS.
 FR0779'1.8 KM (1.1 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0779'AND SANTA FE RAILROAD STATION IN WILLIAMS, IN TOP OF A 4 BY 5 FOOT
 FR0779'EXPOSED PORTION OF OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 22.8
 FR0779'METERS (75 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6 METERS
 FR0779'(20 FT) NORTHWEST OF TREE LINE. NOTE--THE HIGHWAY IS VERY WIDE AT THIS
 FR0779'TIME BECAUSE OF CONSTRUCTION OF A INTERCHANGE ON INTERSTATE HIGHWAY
 FR0779'40.
 FR0779
 FR0779                          STATION RECOVERY (1987)
 FR0779
 FR0779'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0052 ***********************************************************************
 GP0052  DESIGNATION -  M 49
 GP0052  PID         -  GP0052
 GP0052  STATE/COUNTY-  AZ/NAVAJO
 GP0052  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0052
 GP0052                         *CURRENT SURVEY CONTROL
 GP0052  ___________________________________________________________________
 GP0052* NAD 83(1986)-  36 27 19.     (N)    110 43 40.     (W)     SCALED    
 GP0052* NAVD 88     -      1857.206  (meters)    6093.18   (feet)  ADJUSTED  
 GP0052  ___________________________________________________________________
 GP0052  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 GP0052  DYNAMIC HT  -        1854.870 (meters)    6085.52  (feet)  COMP
 GP0052  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 GP0052
 GP0052  VERT ORDER  -  FIRST     CLASS II
 GP0052
 GP0052.The horizontal coordinates were scaled from a topographic map and have
 GP0052.an estimated accuracy of +/- 6 seconds.
 GP0052
 GP0052.The orthometric height was determined by differential leveling
 GP0052.and adjusted in June 1991.
 GP0052
 GP0052.The geoid height was determined by GEOID03.
 GP0052
 GP0052.The dynamic height is computed by dividing the NAVD 88
 GP0052.geopotential number by the normal gravity value computed on the
 GP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0052.degrees latitude (g = 980.6199 gals.).
 GP0052
 GP0052.The modeled gravity was interpolated from observed gravity values.
 GP0052
 GP0052;                    North         East    Units  Estimated Accuracy
 GP0052;SPC AZ E     -   605,170.      163,070.      MT  (+/- 180 meters Scaled)
 GP0052
 GP0052                          SUPERSEDED SURVEY CONTROL
 GP0052
 GP0052  NGVD 29 (??/??/92) 1856.209  (m)         6089.91   (f) ADJ UNCH    1 2
 GP0052
 GP0052.Superseded values are not recommended for survey control.
 GP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0052.See file dsdata.txt to determine how the superseded data were derived.
 GP0052
 GP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF243344(NAD 83)
 GP0052_MARKER: DB = BENCH MARK DISK
 GP0052_SETTING: 66 = SET IN ROCK OUTCROP
 GP0052_SP_SET: OUTCROP
 GP0052_STAMPING: M 49 1934
 GP0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0052+STABILITY: POSITION/ELEVATION WELL
 GP0052
 GP0052  HISTORY     - Date     Condition        Report By
 GP0052  HISTORY     - 1934     MONUMENTED       CGS
 GP0052  HISTORY     - 1970     MARK NOT FOUND   USGS
 GP0052  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0052
 GP0052                          STATION DESCRIPTION
 GP0052
 GP0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0052'16.1 MI NE FROM TONALEA.
 GP0052'IN NAVAJO COUNTY, 16.1 MILES NORTHEAST ALONG THE TUBA CITY-KAYENTA
 GP0052'ROAD FROM TONALEA, COCONINO COUNTY, 37 YARDS SOUTHWEST OF A
 GP0052'ROCK-BOTTOM ARROYO, 91 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 GP0052'IN THE TOP OF A LARGE SANDSTONE OUTCROP, AND 61 FEET NORTHEAST OF THE
 GP0052'SOUTHWEST EDGE OF THE OUTCROP.  A STANDARD DISK, STAMPED M 49 1934.
 GP0052
 GP0052                          STATION RECOVERY (1970)
 GP0052
 GP0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0052'MARK NOT FOUND.
 GP0052
 GP0052                          STATION RECOVERY (1983)
 GP0052
 GP0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0384 ***********************************************************************
 FQ0384  DESIGNATION -  M 490
 FQ0384  PID         -  FQ0384
 FQ0384  STATE/COUNTY-  AZ/COCONINO
 FQ0384  USGS QUAD   -  BELLEMONT (1980)
 FQ0384
 FQ0384                         *CURRENT SURVEY CONTROL
 FQ0384  ___________________________________________________________________
 FQ0384* NAD 83(1986)-  35 13 06.     (N)    111 47 25.     (W)     SCALED    
 FQ0384* NAVD 88     -      2183.394  (meters)    7163.35   (feet)  ADJUSTED  
 FQ0384  ___________________________________________________________________
 FQ0384  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0384  DYNAMIC HT  -        2180.293 (meters)    7153.18  (feet)  COMP
 FQ0384  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 FQ0384
 FQ0384  VERT ORDER  -  FIRST     CLASS II
 FQ0384
 FQ0384.The horizontal coordinates were scaled from a topographic map and have
 FQ0384.an estimated accuracy of +/- 6 seconds.
 FQ0384
 FQ0384.The orthometric height was determined by differential leveling
 FQ0384.and adjusted in June 1991.
 FQ0384
 FQ0384.The geoid height was determined by GEOID03.
 FQ0384
 FQ0384.The dynamic height is computed by dividing the NAVD 88
 FQ0384.geopotential number by the normal gravity value computed on the
 FQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0384.degrees latitude (g = 980.6199 gals.).
 FQ0384
 FQ0384.The modeled gravity was interpolated from observed gravity values.
 FQ0384
 FQ0384;                    North         East    Units  Estimated Accuracy
 FQ0384;SPC AZ C     -   467,800.      224,870.      MT  (+/- 180 meters Scaled)
 FQ0384
 FQ0384                          SUPERSEDED SURVEY CONTROL
 FQ0384
 FQ0384.No superseded survey control is available for this station.
 FQ0384
 FQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD280975(NAD 83)
 FQ0384_MARKER: DV = VERTICAL CONTROL DISK
 FQ0384_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0384_SP_SET: ROCK OUTCROP
 FQ0384_STAMPING: M 490 1982
 FQ0384_MARK LOGO: NGS   
 FQ0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0384+STABILITY: POSITION/ELEVATION WELL
 FQ0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0384+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 FQ0384
 FQ0384  HISTORY     - Date     Condition        Report By
 FQ0384  HISTORY     - 1982     MONUMENTED       NGS
 FQ0384  HISTORY     - 20000906 GOOD             NGS
 FQ0384
 FQ0384                          STATION DESCRIPTION
 FQ0384
 FQ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0384'13.3 KM (8.3 MI) WEST FROM FLAGSTAFF.
 FQ0384'13.0 KM (8.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0384'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.3 KM (0.2 MI) WEST ALONG
 FQ0384'OLD US HIGHWAY 66, LOCATED BETWEEN INTERSTATE HIGHWAY 40 AND OLD US
 FQ0384'HIGHWAY 66, 0.2 KM (0.1 MI) NORTHWEST OF A BOX CULVERT UNDER
 FQ0384'INTERSTATE HIGHWAY 40, IN TOP OF A 8 BY 10 FOOT PORTION OF EXPOSSED
 FQ0384'VOLCANIC OUTCROP PROJECTING 8-INCHES ABOVE THE GROUND, ABOUT 150 FEET
 FQ0384'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES OF
 FQ0384'INTERSTATE HIGHWAY 40, 36.5 METERS (120 FT) NORTHWEST OF THE NORTHWEST
 FQ0384'END OF A HEADWALL, 18.2 METERS (60 FT) NORTHEAST OF THE CENTERLINE OF
 FQ0384'THE HIGHWAY, 18.2 METERS (60 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 FQ0384'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0384'THE MARK IS 1 M BELOW HIGHWAY 66.
 FQ0384
 FQ0384                          STATION RECOVERY (2000)
 FQ0384
 FQ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0384'16.2 KM (10.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FQ0384'JUNCTION OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.4 KM (0.25
 FQ0384'MI) WESTERLY ALONG AN OFF RAMP AT EXIT 185, THENCE 0.3 KM (0.20 MI)
 FQ0384'SOUTHERLY ALONG TRANSWESTERN ROAD, THENCE 3.5 KM (2.15 MI) EASTERLY
 FQ0384'ALONG EAST BELLEMONT ROAD, NEAR THE EAST END OF A 5 BY 6-FOOT AREA OF
 FQ0384'OUTCROPPING VOLCANIC ROCK, 125.0 M (410.1 FT) NORTHWEST OF THE
 FQ0384'NORTHWEST CORNER OF THE SOUTHWEST END OF A BOX CULVERT UNDER
 FQ0384'INTERSTATE HIGHWAY 40, 33.8 M (110.9 FT) NORTHWEST OF THE NORTHWEST
 FQ0384'CORNER OF THE NORTHEAST END OF A BOX CULVERT UNDER THE ROAD, 16.8 M
 FQ0384'(55.1 FT) NORTH OF THE ROAD CENTER, 16.6 M (54.5 FT) SOUTH OF A FENCE,
 FQ0384'0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT)
 FQ0384'SOUTHEAST OF A WITNESS POST.  NOTE--THE MONUMENT IS ON THE ROAD
 FQ0384'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0408 ***********************************************************************
 FQ0408  DESIGNATION -  M 491
 FQ0408  PID         -  FQ0408
 FQ0408  STATE/COUNTY-  AZ/COCONINO
 FQ0408  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0408
 FQ0408                         *CURRENT SURVEY CONTROL
 FQ0408  ___________________________________________________________________
 FQ0408* NAD 83(1986)-  35 01 07.     (N)    111 44 12.     (W)     SCALED    
 FQ0408* NAVD 88     -      1708.831  (meters)    5606.39   (feet)  ADJUSTED  
 FQ0408  ___________________________________________________________________
 FQ0408  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FQ0408  DYNAMIC HT  -        1706.474 (meters)    5598.66  (feet)  COMP
 FQ0408  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 FQ0408
 FQ0408  VERT ORDER  -  FIRST     CLASS II
 FQ0408
 FQ0408.The horizontal coordinates were scaled from a topographic map and have
 FQ0408.an estimated accuracy of +/- 6 seconds.
 FQ0408
 FQ0408.The orthometric height was determined by differential leveling
 FQ0408.and adjusted in June 1991.
 FQ0408
 FQ0408.The geoid height was determined by GEOID03.
 FQ0408
 FQ0408.The dynamic height is computed by dividing the NAVD 88
 FQ0408.geopotential number by the normal gravity value computed on the
 FQ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0408.degrees latitude (g = 980.6199 gals.).
 FQ0408
 FQ0408.The modeled gravity was interpolated from observed gravity values.
 FQ0408
 FQ0408;                    North         East    Units  Estimated Accuracy
 FQ0408;SPC AZ C     -   445,650.      229,790.      MT  (+/- 180 meters Scaled)
 FQ0408
 FQ0408                          SUPERSEDED SURVEY CONTROL
 FQ0408
 FQ0408.No superseded survey control is available for this station.
 FQ0408
 FQ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327753(NAD 83)
 FQ0408_MARKER: DB = BENCH MARK DISK
 FQ0408_SETTING: 80 = SET IN A BOULDER
 FQ0408_SP_SET: BOULDER
 FQ0408_STAMPING: M 491 1982
 FQ0408_MARK LOGO: NGS   
 FQ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0408+STABILITY: SURFACE MOTION
 FQ0408
 FQ0408  HISTORY     - Date     Condition        Report By
 FQ0408  HISTORY     - 1982     MONUMENTED       NGS
 FQ0408
 FQ0408                          STATION DESCRIPTION
 FQ0408
 FQ0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0408'22.8 KM (14.2 MI) SW FROM FLAGSTAFF.
 FQ0408'22.8 KM (14.2 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0408'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 4
 FQ0408'BY 5 FOOT BOULDER EXPOSED IN A CUT BANK FOR A SMALL PULL OUT, 9.1
 FQ0408'METERS (30.0 FT) EAST OF THE HIGHWAY CENTERLINE, 22.8 METERS (75.0 FT)
 FQ0408'SOUTHEAST OF THE SOUTH END OF A STEEL GUARD RAIL, 5.4 METERS (18.0 FT)
 FQ0408'SOUTH OF A BOULDER PROJECTING 3 INCHES, 36.5 METERS (120 FT) NORTH OF
 FQ0408'AN 18-INCH CORRUGATED METAL PIPE CULVERT.
 FQ0408'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0408'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0462 ***********************************************************************
 FQ0462  DESIGNATION -  M 492
 FQ0462  PID         -  FQ0462
 FQ0462  STATE/COUNTY-  AZ/COCONINO
 FQ0462  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0462
 FQ0462                         *CURRENT SURVEY CONTROL
 FQ0462  ___________________________________________________________________
 FQ0462* NAD 83(1986)-  35 17 19.     (N)    111 32 33.     (W)     SCALED    
 FQ0462* NAVD 88     -      2054.229  (meters)    6739.58   (feet)  ADJUSTED  
 FQ0462  ___________________________________________________________________
 FQ0462  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0462  DYNAMIC HT  -        2051.338 (meters)    6730.10  (feet)  COMP
 FQ0462  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 FQ0462
 FQ0462  VERT ORDER  -  FIRST     CLASS II
 FQ0462
 FQ0462.The horizontal coordinates were scaled from a topographic map and have
 FQ0462.an estimated accuracy of +/- 6 seconds.
 FQ0462
 FQ0462.The orthometric height was determined by differential leveling
 FQ0462.and adjusted in June 1991.
 FQ0462
 FQ0462.The geoid height was determined by GEOID03.
 FQ0462
 FQ0462.The dynamic height is computed by dividing the NAVD 88
 FQ0462.geopotential number by the normal gravity value computed on the
 FQ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0462.degrees latitude (g = 980.6199 gals.).
 FQ0462
 FQ0462.The modeled gravity was interpolated from observed gravity values.
 FQ0462
 FQ0462;                    North         East    Units  Estimated Accuracy
 FQ0462;SPC AZ C     -   475,660.      247,390.      MT  (+/- 180 meters Scaled)
 FQ0462
 FQ0462                          SUPERSEDED SURVEY CONTROL
 FQ0462
 FQ0462.No superseded survey control is available for this station.
 FQ0462
 FQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE506051(NAD 83)
 FQ0462_MARKER: I = METAL ROD
 FQ0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0462_SP_SET: STAINLESS STEEL ROD
 FQ0462_STAMPING: M 492 1982
 FQ0462_MARK LOGO: NGS   
 FQ0462_PROJECTION: FLUSH
 FQ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0462_ROD/PIPE-DEPTH: 7.9  meters
 FQ0462
 FQ0462  HISTORY     - Date     Condition        Report By
 FQ0462  HISTORY     - 1982     MONUMENTED       NGS
 FQ0462
 FQ0462                          STATION DESCRIPTION
 FQ0462
 FQ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0462'19.3 KM (12.0 MI) NORTH FROM FLAGSTAFF.
 FQ0462'19.3 KM (12.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0462'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.1 KM (0.05 MI) SOUTHEAST
 FQ0462'OF A PHONE CABLE BUILDING, 0.1 KM (0.05 MI) NORTH OF MILEPOST 424, AT
 FQ0462'AN OFFSET IN THE WEST RIGHT OF WAY FENCE, 21.3 METERS (70 FT) WEST OF
 FQ0462'THE HIGHWAY CENTERLINE, 25.6 METERS (84 FT) NORTH OF A POWER POLE WITH
 FQ0462'A TRANSFORMER, 13.7 METERS (45 FT) SOUTH OF A T JUNCTION POWER POLE,
 FQ0462'2.7 METERS (9 FT) NORTH OF THE EAST RIGHT OF WAY FENCE CORNER, 0.6
 FQ0462'METER (2 FT) EAST OF A FENCE.
 FQ0462'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0462'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0664 ***********************************************************************
 ES0664  DESIGNATION -  M 493
 ES0664  PID         -  ES0664
 ES0664  STATE/COUNTY-  AZ/YAVAPAI
 ES0664  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0664
 ES0664                         *CURRENT SURVEY CONTROL
 ES0664  ___________________________________________________________________
 ES0664* NAD 83(1986)-  34 46 11.     (N)    111 56 14.     (W)     SCALED    
 ES0664* NAVD 88     -      1128.289  (meters)    3701.73   (feet)  ADJUSTED  
 ES0664  ___________________________________________________________________
 ES0664  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ES0664  DYNAMIC HT  -        1126.866 (meters)    3697.06  (feet)  COMP
 ES0664  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 ES0664
 ES0664  VERT ORDER  -  FIRST     CLASS II
 ES0664
 ES0664.The horizontal coordinates were scaled from a topographic map and have
 ES0664.an estimated accuracy of +/- 6 seconds.
 ES0664
 ES0664.The orthometric height was determined by differential leveling
 ES0664.and adjusted in June 1991.
 ES0664
 ES0664.The geoid height was determined by GEOID03.
 ES0664
 ES0664.The dynamic height is computed by dividing the NAVD 88
 ES0664.geopotential number by the normal gravity value computed on the
 ES0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0664.degrees latitude (g = 980.6199 gals.).
 ES0664
 ES0664.The modeled gravity was interpolated from observed gravity values.
 ES0664
 ES0664;                    North         East    Units  Estimated Accuracy
 ES0664;SPC AZ C     -   418,030.      211,480.      MT  (+/- 180 meters Scaled)
 ES0664
 ES0664                          SUPERSEDED SURVEY CONTROL
 ES0664
 ES0664.No superseded survey control is available for this station.
 ES0664
 ES0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD142479(NAD 83)
 ES0664_MARKER: DB = BENCH MARK DISK
 ES0664_SETTING: 66 = SET IN ROCK OUTCROP
 ES0664_SP_SET: ROCK OUTCROP
 ES0664_STAMPING: M 493 1982
 ES0664_MARK LOGO: NGS   
 ES0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0664+STABILITY: POSITION/ELEVATION WELL
 ES0664
 ES0664  HISTORY     - Date     Condition        Report By
 ES0664  HISTORY     - 1982     MONUMENTED       NGS
 ES0664  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ES0664
 ES0664                          STATION DESCRIPTION
 ES0664
 ES0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0664'8.2 KM (5.1 MI) NE FROM COTTONWOOD.
 ES0664'8.2 KM (5.1 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0664'JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, IN TOP OF A LEDGE OF
 ES0664'SANDSTONE IN THE BASE OF A HIGH CUT AND THE HIGHEST POINT IN THE
 ES0664'IMMEDIATE AREA, 4.2 METERS (14 FT) NORTHWEST OF THE HIGHWAY
 ES0664'CENTERLINE, 155.3 METERS (510 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 ES0664'OAK CREEK ROAD.
 ES0664'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0664'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0664
 ES0664                          STATION RECOVERY (2005)
 ES0664
 ES0664'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0664'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0691 ***********************************************************************
 ES0691  DESIGNATION -  M 494
 ES0691  PID         -  ES0691
 ES0691  STATE/COUNTY-  AZ/YAVAPAI
 ES0691  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0691
 ES0691                         *CURRENT SURVEY CONTROL
 ES0691  ___________________________________________________________________
 ES0691* NAD 83(1986)-  34 29 41.     (N)    111 44 30.     (W)     SCALED    
 ES0691* NAVD 88     -      1046.708  (meters)    3434.07   (feet)  ADJUSTED  
 ES0691  ___________________________________________________________________
 ES0691  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0691  DYNAMIC HT  -        1045.379 (meters)    3429.71  (feet)  COMP
 ES0691  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 ES0691  OBS GRAVITY -     979,333.4   (mgal)                       GRAV_OBS
 ES0691
 ES0691  VERT ORDER  -  FIRST     CLASS II
 ES0691
 ES0691.The horizontal coordinates were scaled from a topographic map and have
 ES0691.an estimated accuracy of +/- 6 seconds.
 ES0691
 ES0691.The orthometric height was determined by differential leveling
 ES0691.and adjusted in June 1991.
 ES0691
 ES0691.The geoid height was determined by GEOID03.
 ES0691
 ES0691.The dynamic height is computed by dividing the NAVD 88
 ES0691.geopotential number by the normal gravity value computed on the
 ES0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0691.degrees latitude (g = 980.6199 gals.).
 ES0691
 ES0691.The modeled gravity was interpolated from observed gravity values.
 ES0691.The observed gravity was obtained from relative gravimeter ties
 ES0691.to the IGSN71 gravity network.
 ES0691
 ES0691;                    North         East    Units  Estimated Accuracy
 ES0691;SPC AZ C     -   387,540.      229,430.      MT  (+/- 180 meters Scaled)
 ES0691
 ES0691                          SUPERSEDED SURVEY CONTROL
 ES0691
 ES0691.No superseded survey control is available for this station.
 ES0691
 ES0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD319172(NAD 83)
 ES0691_MARKER: DB = BENCH MARK DISK
 ES0691_SETTING: 66 = SET IN ROCK OUTCROP
 ES0691_SP_SET: ROCK OUTCROP
 ES0691_STAMPING: M 494 1982
 ES0691_MARK LOGO: NGS   
 ES0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0691+STABILITY: POSITION/ELEVATION WELL
 ES0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0691+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0691
 ES0691  HISTORY     - Date     Condition        Report By
 ES0691  HISTORY     - 1982     MONUMENTED       NGS
 ES0691  HISTORY     - 20080725 GOOD             GEOCAC
 ES0691
 ES0691                          STATION DESCRIPTION
 ES0691
 ES0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0691'15.1 KM (9.4 MI) SE FROM CAMP VERDE.
 ES0691'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0691'OFFICE IN CAMP VERDE, THENCE 2.4 KM (1.5 MI) SOUTHEAST ALONG FOSSIL
 ES0691'CREEK ROAD, IN TOP OF THE EAST EDGE OF A LARGE AREA OF MASSIVE
 ES0691'SANDSTONE OUTCROP ON THE NORTH BANK OF A DRY WASH, AT A SMALL BRIDGE,
 ES0691'6.0 METERS (20 FT) WEST OF THE ROAD CENTERLINE, 28.3 METERS (93 FT)
 ES0691'NORTH OF THE NORTH END OF THE WEST PIPE RAILING OF A SMALL BRIDGE.
 ES0691'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0691'THE MARK IS 0.5 M ABOVE THE ROAD.
 ES0691
 ES0691                          STATION RECOVERY (2008)
 ES0691
 ES0691'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0691'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0691'34 29 41.6 (N)   111 44 30.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0715 ***********************************************************************
 ES0715  DESIGNATION -  M 495
 ES0715  PID         -  ES0715
 ES0715  STATE/COUNTY-  AZ/GILA
 ES0715  USGS QUAD   -  STRAWBERRY (1967)
 ES0715
 ES0715                         *CURRENT SURVEY CONTROL
 ES0715  ___________________________________________________________________
 ES0715* NAD 83(1986)-  34 24 11.     (N)    111 35 45.     (W)     SCALED    
 ES0715* NAVD 88     -      1492.179  (meters)    4895.59   (feet)  ADJUSTED  
 ES0715  ___________________________________________________________________
 ES0715  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 ES0715  DYNAMIC HT  -        1490.151 (meters)    4888.94  (feet)  COMP
 ES0715  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 ES0715
 ES0715  VERT ORDER  -  FIRST     CLASS II
 ES0715
 ES0715.The horizontal coordinates were scaled from a topographic map and have
 ES0715.an estimated accuracy of +/- 6 seconds.
 ES0715
 ES0715.The orthometric height was determined by differential leveling
 ES0715.and adjusted in June 1991.
 ES0715
 ES0715.The geoid height was determined by GEOID03.
 ES0715
 ES0715.The dynamic height is computed by dividing the NAVD 88
 ES0715.geopotential number by the normal gravity value computed on the
 ES0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0715.degrees latitude (g = 980.6199 gals.).
 ES0715
 ES0715.The modeled gravity was interpolated from observed gravity values.
 ES0715
 ES0715;                    North         East    Units  Estimated Accuracy
 ES0715;SPC AZ E     -   378,290.       81,960.      MT  (+/- 180 meters Scaled)
 ES0715
 ES0715                          SUPERSEDED SURVEY CONTROL
 ES0715
 ES0715.No superseded survey control is available for this station.
 ES0715
 ES0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD452070(NAD 83)
 ES0715_MARKER: DB = BENCH MARK DISK
 ES0715_SETTING: 66 = SET IN ROCK OUTCROP
 ES0715_SP_SET: ROCK OUTCROP
 ES0715_STAMPING: M 495 1982
 ES0715_MARK LOGO: NGS   
 ES0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0715
 ES0715  HISTORY     - Date     Condition        Report By
 ES0715  HISTORY     - 1982     MONUMENTED       NGS
 ES0715
 ES0715                          STATION DESCRIPTION
 ES0715
 ES0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0715'16.1 KM (10.0 MI) NW FROM PINE.
 ES0715'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0715'IN PINE, THENCE 11.3 KM (7.0 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0715'OF A SMALL LEDGE OF OUTCROP AT THE BASE OF THE CUT, 0.1 KM (0.05 MI)
 ES0715'SOUTH OF A CURVE, 4.9 METERS (16 FT) EAST OF THE ROAD CENTERLINE.
 ES0715'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0715'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0738 ***********************************************************************
 ES0738  DESIGNATION -  M 496
 ES0738  PID         -  ES0738
 ES0738  STATE/COUNTY-  AZ/GILA
 ES0738  USGS QUAD   -  PAYSON NORTH (1973)
 ES0738
 ES0738                         *CURRENT SURVEY CONTROL
 ES0738  ___________________________________________________________________
 ES0738* NAD 83(1986)-  34 18 46.     (N)    111 22 08.     (W)     SCALED    
 ES0738* NAVD 88     -      1418.229  (meters)    4652.97   (feet)  ADJUSTED  
 ES0738  ___________________________________________________________________
 ES0738  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ES0738  DYNAMIC HT  -        1416.304 (meters)    4646.66  (feet)  COMP
 ES0738  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 ES0738  OBS GRAVITY -     979,226.5   (mgal)                       GRAV_OBS
 ES0738
 ES0738  VERT ORDER  -  FIRST     CLASS II
 ES0738
 ES0738.The horizontal coordinates were scaled from a topographic map and have
 ES0738.an estimated accuracy of +/- 6 seconds.
 ES0738
 ES0738.The orthometric height was determined by differential leveling
 ES0738.and adjusted in June 1991.
 ES0738
 ES0738.The geoid height was determined by GEOID03.
 ES0738
 ES0738.The dynamic height is computed by dividing the NAVD 88
 ES0738.geopotential number by the normal gravity value computed on the
 ES0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0738.degrees latitude (g = 980.6199 gals.).
 ES0738
 ES0738.The modeled gravity was interpolated from observed gravity values.
 ES0738.The observed gravity was obtained from relative gravimeter ties
 ES0738.to the IGSN71 gravity network.
 ES0738
 ES0738;                    North         East    Units  Estimated Accuracy
 ES0738;SPC AZ E     -   368,000.      102,710.      MT  (+/- 180 meters Scaled)
 ES0738
 ES0738                          SUPERSEDED SURVEY CONTROL
 ES0738
 ES0738.No superseded survey control is available for this station.
 ES0738
 ES0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC660968(NAD 83)
 ES0738_MARKER: DB = BENCH MARK DISK
 ES0738_SETTING: 66 = SET IN ROCK OUTCROP
 ES0738_SP_SET: ROCK OUTCROP
 ES0738_STAMPING: M 496 1982
 ES0738_MARK LOGO: NGS   
 ES0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0738+STABILITY: POSITION/ELEVATION WELL
 ES0738
 ES0738  HISTORY     - Date     Condition        Report By
 ES0738  HISTORY     - 1982     MONUMENTED       NGS
 ES0738  HISTORY     - 19980819 GOOD             USPSQD
 ES0738  HISTORY     - 20080808 GOOD             GEOCAC
 ES0738
 ES0738                          STATION DESCRIPTION
 ES0738
 ES0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0738'13.2 KM (8.2 MI) SE FROM PINE.
 ES0738'13.2 KM (8.2 MI) SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0738'IN PINE, IN TOP OF A LOW MASSIVE PORTION OF LIMESTONE OUTCROP, 7.9
 ES0738'METERS (26 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 54.8 METERS (180
 ES0738'FT) NORTHWEST OF MILEPOST 259.
 ES0738'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0738'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0738
 ES0738                          STATION RECOVERY (1998)
 ES0738
 ES0738'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0738'RECOVERED IN GOOD CONDITION.
 ES0738
 ES0738                          STATION RECOVERY (2008)
 ES0738
 ES0738'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0738'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0738'34 18 47.7 (N)   111 22 07.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1607 ***********************************************************************
 DU1607  DESIGNATION -  M 497
 DU1607  PID         -  DU1607
 DU1607  STATE/COUNTY-  AZ/GILA
 DU1607  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1607
 DU1607                         *CURRENT SURVEY CONTROL
 DU1607  ___________________________________________________________________
 DU1607* NAD 83(1986)-  33 58 57.     (N)    111 18 43.     (W)     SCALED    
 DU1607* NAVD 88     -       839.179  (meters)    2753.21   (feet)  ADJUSTED  
 DU1607  ___________________________________________________________________
 DU1607  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DU1607  DYNAMIC HT  -         838.113 (meters)    2749.71  (feet)  COMP
 DU1607  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 DU1607
 DU1607  VERT ORDER  -  FIRST     CLASS II
 DU1607
 DU1607.The horizontal coordinates were scaled from a topographic map and have
 DU1607.an estimated accuracy of +/- 6 seconds.
 DU1607
 DU1607.The orthometric height was determined by differential leveling
 DU1607.and adjusted in June 1991.
 DU1607
 DU1607.The geoid height was determined by GEOID03.
 DU1607
 DU1607.The dynamic height is computed by dividing the NAVD 88
 DU1607.geopotential number by the normal gravity value computed on the
 DU1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1607.degrees latitude (g = 980.6199 gals.).
 DU1607
 DU1607.The modeled gravity was interpolated from observed gravity values.
 DU1607
 DU1607;                    North         East    Units  Estimated Accuracy
 DU1607;SPC AZ E     -   331,300.      107,540.      MT  (+/- 180 meters Scaled)
 DU1607
 DU1607                          SUPERSEDED SURVEY CONTROL
 DU1607
 DU1607.No superseded survey control is available for this station.
 DU1607
 DU1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC711602(NAD 83)
 DU1607_MARKER: DB = BENCH MARK DISK
 DU1607_SETTING: 66 = SET IN ROCK OUTCROP
 DU1607_SP_SET: ROCK OUTCROP
 DU1607_STAMPING: M 497 1982
 DU1607_MARK LOGO: NGS   
 DU1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1607+STABILITY: POSITION/ELEVATION WELL
 DU1607
 DU1607  HISTORY     - Date     Condition        Report By
 DU1607  HISTORY     - 1982     MONUMENTED       NGS
 DU1607  HISTORY     - 20070217 MARK NOT FOUND   GEOCAC
 DU1607
 DU1607                          STATION DESCRIPTION
 DU1607
 DU1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DU1607'13.8 KM (8.6 MI) NORTH FROM PUNKIN CENTER.
 DU1607'13.8 KM (8.6 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1607'PUNKIN CENTER, IN TOP OF THE LOWER EDGE OF A 8 BY 10 FOOT PORTION OF
 DU1607'SANDSTONE OUTCROP FLUSH WITH THE GROUND, IN THE NORTHEAST CORNER OF A
 DU1607'POINT WHERE THE NEW HIGHWAY INTERSECTS WITH A HAIRPIN CURVE IN THE OLD
 DU1607'HIGHWAY GRADE, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 271, 48.2 METERS
 DU1607'(158 FT) EAST OF THE NEW HIGHWAY CENTERLINE, 37.5 METERS (123 FT)
 DU1607'NORTH OF THE CENTER OF THE OLD HIGHWAY GRADE, 2.5 METERS (8 FT) NORTH
 DU1607'OF A FENCE.
 DU1607'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DU1607'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DU1607
 DU1607                          STATION RECOVERY (2007)
 DU1607
 DU1607'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1607'AN ORANGE FIBERGLASS WITNESS POST WAS FOUND AT A LOCATION THAT MATCHES
 DU1607'THE DESCRIPTION, EXCEPT FOR THE FENCE REFERENCE. THE 'STONE' IS BADLY
 DU1607'WEATHERED, AND A GENTLE KICK CAN PUSH ASIDE OVER AN INCH OF THE
 DU1607'SURFACE MATERIAL. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1637 ***********************************************************************
 DU1637  DESIGNATION -  M 498
 DU1637  PID         -  DU1637
 DU1637  STATE/COUNTY-  AZ/GILA
 DU1637  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1637
 DU1637                         *CURRENT SURVEY CONTROL
 DU1637  ___________________________________________________________________
 DU1637* NAD 83(1986)-  33 41 52.     (N)    111 11 20.     (W)     SCALED    
 DU1637* NAVD 88     -       698.048  (meters)    2290.18   (feet)  ADJUSTED  
 DU1637  ___________________________________________________________________
 DU1637  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1637  DYNAMIC HT  -         697.161 (meters)    2287.27  (feet)  COMP
 DU1637  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 DU1637
 DU1637  VERT ORDER  -  FIRST     CLASS II
 DU1637
 DU1637.The horizontal coordinates were scaled from a topographic map and have
 DU1637.an estimated accuracy of +/- 6 seconds.
 DU1637
 DU1637.The orthometric height was determined by differential leveling
 DU1637.and adjusted in June 1991.
 DU1637
 DU1637.The geoid height was determined by GEOID03.
 DU1637
 DU1637.The dynamic height is computed by dividing the NAVD 88
 DU1637.geopotential number by the normal gravity value computed on the
 DU1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1637.degrees latitude (g = 980.6199 gals.).
 DU1637
 DU1637.The modeled gravity was interpolated from observed gravity values.
 DU1637
 DU1637;                    North         East    Units  Estimated Accuracy
 DU1637;SPC AZ E     -   299,600.      118,600.      MT  (+/- 180 meters Scaled)
 DU1637
 DU1637                          SUPERSEDED SURVEY CONTROL
 DU1637
 DU1637.No superseded survey control is available for this station.
 DU1637
 DU1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC824286(NAD 83)
 DU1637_MARKER: I = METAL ROD
 DU1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1637_SP_SET: STAINLESS STEEL ROD
 DU1637_STAMPING: M 498 1983
 DU1637_MARK LOGO: NGS   
 DU1637_PROJECTION: FLUSH
 DU1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1637+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1637_ROD/PIPE-DEPTH: 2.1  meters
 DU1637
 DU1637  HISTORY     - Date     Condition        Report By
 DU1637  HISTORY     - 1983     MONUMENTED       NGS
 DU1637  HISTORY     - 20070506 GOOD             GEOCAC
 DU1637
 DU1637                          STATION DESCRIPTION
 DU1637
 DU1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1637'5.0 KM (3.1 MI) NW FROM ROOSEVELT DAM.
 DU1637'5.0 KM (3.1 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1637'ROOSEVELT DAM, ON THE EXTENDED CENTER OF THE T JUNCTION OF A TRACK
 DU1637'ROAD LEADING WEST, 0.2 KM (0.1 MI) NORTHWEST OF THE NORTHWEST END OF A
 DU1637'DEEP FILL AND NEAR THE CREST OF A GRADE, 9.8 METERS (32 FT) NORTHEAST
 DU1637'OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTHWEST OF MILEPOST
 DU1637'245.
 DU1637'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DU1637'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 DU1637
 DU1637                          STATION RECOVERY (2007)
 DU1637
 DU1637'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0357 ***********************************************************************
 GP0357  DESIGNATION -  M 499
 GP0357  PID         -  GP0357
 GP0357  STATE/COUNTY-  AZ/COCONINO
 GP0357  USGS QUAD   -  PAGE (1985)
 GP0357
 GP0357                         *CURRENT SURVEY CONTROL
 GP0357  ___________________________________________________________________
 GP0357* NAD 83(1986)-  36 54 52.     (N)    111 28 42.     (W)     SCALED    
 GP0357* NAVD 88     -      1242.087  (meters)    4075.08   (feet)  ADJUSTED  
 GP0357  ___________________________________________________________________
 GP0357  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0357  DYNAMIC HT  -        1240.672 (meters)    4070.44  (feet)  COMP
 GP0357  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 GP0357
 GP0357  VERT ORDER  -  FIRST     CLASS II
 GP0357
 GP0357.The horizontal coordinates were scaled from a topographic map and have
 GP0357.an estimated accuracy of +/- 6 seconds.
 GP0357
 GP0357.The orthometric height was determined by differential leveling
 GP0357.and adjusted in June 1991.
 GP0357
 GP0357.The geoid height was determined by GEOID03.
 GP0357
 GP0357.The dynamic height is computed by dividing the NAVD 88
 GP0357.geopotential number by the normal gravity value computed on the
 GP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0357.degrees latitude (g = 980.6199 gals.).
 GP0357
 GP0357.The modeled gravity was interpolated from observed gravity values.
 GP0357
 GP0357;                    North         East    Units  Estimated Accuracy
 GP0357;SPC AZ C     -   656,070.      252,420.      MT  (+/- 180 meters Scaled)
 GP0357
 GP0357                          SUPERSEDED SURVEY CONTROL
 GP0357
 GP0357.No superseded survey control is available for this station.
 GP0357
 GP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF573854(NAD 83)
 GP0357_MARKER: DB = BENCH MARK DISK
 GP0357_SETTING: 66 = SET IN ROCK OUTCROP
 GP0357_SP_SET: ROCK OUTCROP
 GP0357_STAMPING: M 499 1983
 GP0357_MARK LOGO: NGS   
 GP0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0357+STABILITY: POSITION/ELEVATION WELL
 GP0357
 GP0357  HISTORY     - Date     Condition        Report By
 GP0357  HISTORY     - 1983     MONUMENTED       NGS
 GP0357
 GP0357                          STATION DESCRIPTION
 GP0357
 GP0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0357'3.0 KM (1.9 MI) SE FROM PAGE.
 GP0357'3.05 KM (1.9 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE NORTHEAST END
 GP0357'OF THE GLEN CANYON BRIDGE IN PAGE, IN TOP OF THE HIGHEST POINT OF A 4-
 GP0357'BY 10-FOOT PORTION OF SANDSTONE OUTCROP AT THE T-JUNCTION OF A TRACK
 GP0357'ROAD LEADING SOUTHEAST, 0.63 KM (0.4 MI) NORTHEAST OF THE SOUTH
 GP0357'T-JUNCTION OF BUSINESS ROUTE 89, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST
 GP0357'548, 11.6 METERS (38 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 GP0357'40.2 METERS (132 FT) SOUTHWEST OF THE EXTENDED CENTER OF A DIRT ROAD
 GP0357'LEADING INTO THE PAGE GOLF COURSE, 37.5 METERS (123 FT) NORTHEAST OF
 GP0357'THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A CORRUGATED METAL
 GP0357'PIPE CULVERT, 18.7 METERS (61.5 FT) SOUTHWEST OF THE CENTER OF THE
 GP0357'TRACK ROAD.
 GP0357'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 GP0357'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0260 ***********************************************************************
 FQ0260  DESIGNATION -  M 5
 FQ0260  PID         -  FQ0260
 FQ0260  STATE/COUNTY-  AZ/COCONINO
 FQ0260  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0260
 FQ0260                         *CURRENT SURVEY CONTROL
 FQ0260  ___________________________________________________________________
 FQ0260* NAD 83(1986)-  35 16 04.     (N)    111 32 44.     (W)     SCALED    
 FQ0260* NAVD 88     -      2047.877  (meters)    6718.74   (feet)  POSTED    
 FQ0260  ___________________________________________________________________
 FQ0260  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0260  DYNAMIC HT  -        2044.990 (meters)    6709.27  (feet)  COMP
 FQ0260  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 FQ0260
 FQ0260  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0260
 FQ0260.The horizontal coordinates were scaled from a topographic map and have
 FQ0260.an estimated accuracy of +/- 6 seconds.
 FQ0260
 FQ0260.The orthometric height was determined by differential leveling
 FQ0260.and adjusted by the  in 1992.
 FQ0260.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0260.rate of 0.0 thru 1.0 mm/km.
 FQ0260
 FQ0260.The geoid height was determined by GEOID03.
 FQ0260
 FQ0260.The dynamic height is computed by dividing the NAVD 88
 FQ0260.geopotential number by the normal gravity value computed on the
 FQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0260.degrees latitude (g = 980.6199 gals.).
 FQ0260
 FQ0260.The modeled gravity was interpolated from observed gravity values.
 FQ0260
 FQ0260;                    North         East    Units  Estimated Accuracy
 FQ0260;SPC AZ C     -   473,340.      247,120.      MT  (+/- 180 meters Scaled)
 FQ0260
 FQ0260                          SUPERSEDED SURVEY CONTROL
 FQ0260
 FQ0260  NGVD 29 (??/??/92) 2046.865  (m)         6715.42   (f) ADJ UNCH    1 2
 FQ0260
 FQ0260.Superseded values are not recommended for survey control.
 FQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0260.See file dsdata.txt to determine how the superseded data were derived.
 FQ0260
 FQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE503028(NAD 83)
 FQ0260_MARKER: DB = BENCH MARK DISK
 FQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0260_STAMPING: M 5 1921
 FQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0260+STABILITY: SURFACE MOTION
 FQ0260
 FQ0260  HISTORY     - Date     Condition        Report By
 FQ0260  HISTORY     - 1921     MONUMENTED       CGS
 FQ0260  HISTORY     - 1934     MARK NOT FOUND   NGS
 FQ0260
 FQ0260                          STATION DESCRIPTION
 FQ0260
 FQ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0260'1.7 MI N FROM TOWNSEND.
 FQ0260'1.7 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0260'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, BETWEEN A ROAD LEADING EAST
 FQ0260'TO DONEY AND TO BLACK BILL PARK AND A ROAD LEADING WEST TO SHULTZ
 FQ0260'PASS, 50 FEET WEST OF THE HIGHWAY, AND IN THE CENTER OF A SMALL
 FQ0260'TRIANGLE FORMED BY THREE PINE TREES PAINTED WITH THE COAST SURVEY
 FQ0260'SERVICE FLAG.  A STANDARD DISK, STAMPED M 5 1921 AND SET IN THE TOP OF
 FQ0260'A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN GREATLY WIDENED, AND THE
 FQ0260'MARK HAS BEEN MOVED AND LOST IN THE CONSTRUCTION OF A DEEP BORROW PIT
 FQ0260'AT THE SIDE OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0216 ***********************************************************************
 ES0216  DESIGNATION -  M 5
 ES0216  PID         -  ES0216
 ES0216  STATE/COUNTY-  AZ/NAVAJO
 ES0216  USGS QUAD   -  O W POINT (1990)
 ES0216
 ES0216                         *CURRENT SURVEY CONTROL
 ES0216  ___________________________________________________________________
 ES0216* NAD 83(1986)-  34 19 52.     (N)    110 46 47.     (W)     SCALED    
 ES0216* NAVD 88     -      2301.717  (meters)    7551.55   (feet)  ADJUSTED  
 ES0216  ___________________________________________________________________
 ES0216  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES0216  DYNAMIC HT  -        2298.203 (meters)    7540.02  (feet)  COMP
 ES0216  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 ES0216
 ES0216  VERT ORDER  -  SECOND    CLASS 0
 ES0216
 ES0216.The horizontal coordinates were scaled from a topographic map and have
 ES0216.an estimated accuracy of +/- 6 seconds.
 ES0216
 ES0216.The orthometric height was determined by differential leveling
 ES0216.and adjusted in June 1991.
 ES0216
 ES0216.The geoid height was determined by GEOID03.
 ES0216
 ES0216.The dynamic height is computed by dividing the NAVD 88
 ES0216.geopotential number by the normal gravity value computed on the
 ES0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0216.degrees latitude (g = 980.6199 gals.).
 ES0216
 ES0216.The modeled gravity was interpolated from observed gravity values.
 ES0216
 ES0216;                    North         East    Units  Estimated Accuracy
 ES0216;SPC AZ E     -   369,550.      156,950.      MT  (+/- 180 meters Scaled)
 ES0216
 ES0216                          SUPERSEDED SURVEY CONTROL
 ES0216
 ES0216  NGVD 29 (??/??/92) 2300.667  (m)         7548.10   (f) ADJ UNCH    2 0
 ES0216
 ES0216.Superseded values are not recommended for survey control.
 ES0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0216.See file dsdata.txt to determine how the superseded data were derived.
 ES0216
 ES0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC202988(NAD 83)
 ES0216_MARKER: Z = SEE DESCRIPTION
 ES0216_SETTING: 0 = UNSPECIFIED SETTING
 ES0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0216
 ES0216  HISTORY     - Date     Condition        Report By
 ES0216  HISTORY     - UNK      MONUMENTED       USGS
 ES0216  HISTORY     - 1934     GOOD             NGS
 ES0216  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0216
 ES0216                          STATION DESCRIPTION
 ES0216
 ES0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0216'15.2 MI SW FROM HEBER.
 ES0216'ON GLOBE HOLBROOK ROAD, 175 FT. WEST OF 14 INCH CORRUGATED PIPE
 ES0216'CULVERT, 9 FT. SOUTH OF CENTER LINE OF ROAD, IN HEADWALL AT STEEL RAIL
 ES0216'CATTLE GUARD.
 ES0216
 ES0216                          STATION RECOVERY (2005)
 ES0216
 ES0216'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0216'MARK NOT FOUND. PIPE CULVERT, HEADWALL AND CULVERT MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0153 ***********************************************************************
 GP0153  DESIGNATION -  M 50
 GP0153  PID         -  GP0153
 GP0153  STATE/COUNTY-  AZ/COCONINO
 GP0153  USGS QUAD   -  TUBA CITY (1969)
 GP0153
 GP0153                         *CURRENT SURVEY CONTROL
 GP0153  ___________________________________________________________________
 GP0153* NAD 83(1986)-  36 07 48.     (N)    111 14 25.     (W)     SCALED    
 GP0153* NAVD 88     -      1505.374  (meters)    4938.88   (feet)  ADJUSTED  
 GP0153  ___________________________________________________________________
 GP0153  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0153  DYNAMIC HT  -        1503.502 (meters)    4932.74  (feet)  COMP
 GP0153  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 GP0153
 GP0153  VERT ORDER  -  FIRST     CLASS II
 GP0153
 GP0153.The horizontal coordinates were scaled from a topographic map and have
 GP0153.an estimated accuracy of +/- 6 seconds.
 GP0153
 GP0153.The orthometric height was determined by differential leveling
 GP0153.and adjusted in June 1991.
 GP0153
 GP0153.The geoid height was determined by GEOID03.
 GP0153
 GP0153.The dynamic height is computed by dividing the NAVD 88
 GP0153.geopotential number by the normal gravity value computed on the
 GP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0153.degrees latitude (g = 980.6199 gals.).
 GP0153
 GP0153.The modeled gravity was interpolated from observed gravity values.
 GP0153
 GP0153;                    North         East    Units  Estimated Accuracy
 GP0153;SPC AZ C     -   569,150.      274,240.      MT  (+/- 180 meters Scaled)
 GP0153
 GP0153                          SUPERSEDED SURVEY CONTROL
 GP0153
 GP0153  NGVD 29 (??/??/92) 1504.475  (m)         4935.93   (f) ADJ UNCH    1 2
 GP0153
 GP0153.Superseded values are not recommended for survey control.
 GP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0153.See file dsdata.txt to determine how the superseded data were derived.
 GP0153
 GP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE783983(NAD 83)
 GP0153_MARKER: DB = BENCH MARK DISK
 GP0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0153_SP_SET: BUILDING
 GP0153_STAMPING: M 50 1934
 GP0153_MARK LOGO: CGS   
 GP0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GP0153+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GP0153
 GP0153  HISTORY     - Date     Condition        Report By
 GP0153  HISTORY     - 1934     MONUMENTED       CGS
 GP0153  HISTORY     - 1983     GOOD             NGS
 GP0153  HISTORY     - 20050415 GOOD             NGS
 GP0153
 GP0153                          STATION DESCRIPTION
 GP0153
 GP0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0153'IN TUBA CITY.
 GP0153'AT TUBA CITY, COCONINO COUNTY, AT THE TRADING POST, 10.5 FEET SOUTH OF
 GP0153'THE CENTER OF THE ENTRANCE, IN THE TOP OF THE CONCRETE STEP AND
 GP0153'FOUNDATION OF A GASOLINE PUMP, 14 INCHES NORTH OF THE SOUTH EDGE OF
 GP0153'THE STEP, AND 2 INCHES EAST OF THE EAST WALL OF THE BUILDING.  A
 GP0153'STANDARD DISK, STAMPED M 50 1934.  NOTE-- TUBA CITY POST OFFICE, 0.5
 GP0153'MILE NORTHWEST OF ALONG MAIN STREET.  AT THE TUBA CITY TRADING POST.
 GP0153'IN CONCRETE SIDEWALK, 1.8 FT.  NORTH AND 0.2 FT. EAST OF THE SOUTHEAST
 GP0153'CORNER OF THE BUILDING.  A USC AND GS BENCH MARK STAMPED M 50 1934.
 GP0153
 GP0153                          STATION RECOVERY (1983)
 GP0153
 GP0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0153'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.5 KM
 GP0153'(0.95 MI) NORTHWEST ALONG STATE HIGHWAY 264 FROM ITS JUNCTION WITH
 GP0153'U.S. HIGHWAY 160 IN TUBA CITY, IN THE SOUTHEAST CORNER OF THE SIDEWALK
 GP0153'ALONG THE EAST SIDE OF THE TUBA CITY TRADING POST, 27.8 METERS
 GP0153'(91.2 FT) NORTH OF THE CENTER OF A PAVED STREET LEADING WEST,
 GP0153'27.2 METERS (89.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.6 METER
 GP0153'(2.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.1 METER
 GP0153'(0.3 FT) EAST OF THE EAST FACE OF THE BUILDING.
 GP0153'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0153
 GP0153                          STATION RECOVERY (2005)
 GP0153
 GP0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0153'ROAD WEST IS MOENAVE ST. (=EDGEWATER DRIVE).  MAIN ST. IS AZ 264.
 GP0153'DISK IS 7 INCHES UNDER TOP OF 4-INCH WIDE, BLACK-CAPPED, PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0408 ***********************************************************************
 FP0408  DESIGNATION -  M 500
 FP0408  PID         -  FP0408
 FP0408  STATE/COUNTY-  AZ/APACHE
 FP0408  USGS QUAD   -  PINTA (1972)
 FP0408
 FP0408                         *CURRENT SURVEY CONTROL
 FP0408  ___________________________________________________________________
 FP0408* NAD 83(1986)-  35 05 03.     (N)    109 42 35.     (W)     SCALED    
 FP0408* NAVD 88     -      1690.379  (meters)    5545.85   (feet)  ADJUSTED  
 FP0408  ___________________________________________________________________
 FP0408  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FP0408  DYNAMIC HT  -        1688.032 (meters)    5538.15  (feet)  COMP
 FP0408  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 FP0408
 FP0408  VERT ORDER  -  FIRST     CLASS II
 FP0408
 FP0408.The horizontal coordinates were scaled from a topographic map and have
 FP0408.an estimated accuracy of +/- 6 seconds.
 FP0408
 FP0408.The orthometric height was determined by differential leveling
 FP0408.and adjusted in June 1991.
 FP0408
 FP0408.The geoid height was determined by GEOID03.
 FP0408
 FP0408.The dynamic height is computed by dividing the NAVD 88
 FP0408.geopotential number by the normal gravity value computed on the
 FP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0408.degrees latitude (g = 980.6199 gals.).
 FP0408
 FP0408.The modeled gravity was interpolated from observed gravity values.
 FP0408
 FP0408;                    North         East    Units  Estimated Accuracy
 FP0408;SPC AZ E     -   453,010.      255,030.      MT  (+/- 180 meters Scaled)
 FP0408
 FP0408                          SUPERSEDED SURVEY CONTROL
 FP0408
 FP0408.No superseded survey control is available for this station.
 FP0408
 FP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD176831(NAD 83)
 FP0408_MARKER: DB = BENCH MARK DISK
 FP0408_SETTING: 66 = SET IN ROCK OUTCROP
 FP0408_SP_SET: ROCK OUTCROP
 FP0408_STAMPING: M 500 1983
 FP0408_MARK LOGO: NGS   
 FP0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0408+STABILITY: POSITION/ELEVATION WELL
 FP0408
 FP0408  HISTORY     - Date     Condition        Report By
 FP0408  HISTORY     - 1983     MONUMENTED       NGS
 FP0408
 FP0408                          STATION DESCRIPTION
 FP0408
 FP0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0408'28.1 KM (17.45 MI) SW FROM CHAMBERS.
 FP0408'28.1 KM (17.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0408'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0408'THE CENTER OF THE WESTERN 1/2 OF AN 8 BY 10 FT EXPOSED AREA OF
 FP0408'OUTCROPPING BEDROCK AT THE NORTHEAST EDGE OF A REST AREA, 53.6 METERS
 FP0408'(175.9 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 FP0408'THE HIGHWAY, 33.1 METERS (108.6 FT) WEST OF A FENCE CORNER AND 1.8
 FP0408'METERS (5.9 FT) SOUTH OF A FENCE.
 FP0408'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 FP0408'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0806 ***********************************************************************
 ES0806  DESIGNATION -  M 501
 ES0806  PID         -  ES0806
 ES0806  STATE/COUNTY-  AZ/NAVAJO
 ES0806  USGS QUAD   -  SNOWFLAKE (1970)
 ES0806
 ES0806                         *CURRENT SURVEY CONTROL
 ES0806  ___________________________________________________________________
 ES0806* NAD 83(1986)-  34 33 30.     (N)    110 04 53.     (W)     SCALED    
 ES0806* NAVD 88     -      1725.220  (meters)    5660.16   (feet)  ADJUSTED  
 ES0806  ___________________________________________________________________
 ES0806  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0806  DYNAMIC HT  -        1722.758 (meters)    5652.08  (feet)  COMP
 ES0806  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 ES0806
 ES0806  VERT ORDER  -  FIRST     CLASS II
 ES0806
 ES0806.The horizontal coordinates were scaled from a topographic map and have
 ES0806.an estimated accuracy of +/- 6 seconds.
 ES0806
 ES0806.The orthometric height was determined by differential leveling
 ES0806.and adjusted in June 1991.
 ES0806
 ES0806.The geoid height was determined by GEOID03.
 ES0806
 ES0806.The dynamic height is computed by dividing the NAVD 88
 ES0806.geopotential number by the normal gravity value computed on the
 ES0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0806.degrees latitude (g = 980.6199 gals.).
 ES0806
 ES0806.The modeled gravity was interpolated from observed gravity values.
 ES0806
 ES0806;                    North         East    Units  Estimated Accuracy
 ES0806;SPC AZ E     -   394,590.      221,190.      MT  (+/- 180 meters Scaled)
 ES0806
 ES0806                          SUPERSEDED SURVEY CONTROL
 ES0806
 ES0806.No superseded survey control is available for this station.
 ES0806
 ES0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD842244(NAD 83)
 ES0806_MARKER: DB = BENCH MARK DISK
 ES0806_SETTING: 66 = SET IN ROCK OUTCROP
 ES0806_SP_SET: ROCK OUTCROP
 ES0806_STAMPING: M 501 1983
 ES0806_MARK LOGO: NGS   
 ES0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0806
 ES0806  HISTORY     - Date     Condition        Report By
 ES0806  HISTORY     - 1983     MONUMENTED       NGS
 ES0806
 ES0806                          STATION DESCRIPTION
 ES0806
 ES0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0806'36.4 KM (22.6 MI) NORTH FROM SHOW LOW.
 ES0806'36.4 KM (22.6 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0806'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 ES0806'364, IN THE CENTER OF THE EASTERN 1/2 OF A 3 BY 8 FT EXPOSED AREA OF
 ES0806'OUTCROPPING BEDROCK, 16.6 METERS (54.5 FT) NORTHWEST OF THE NORTHWEST
 ES0806'CORNER OF A BOX CULVERT, 13.8 METERS (45.3 FT) WEST OF THE CENTERLINE
 ES0806'OF THE HIGHWAY AND 2.4 METERS (7.9 FT) SOUTHWEST OF A FENCE.
 ES0806'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0806'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0392 ***********************************************************************
 FP0392  FBN         -  This is a Federal Base Network Control Station.
 FP0392  DESIGNATION -  M 503
 FP0392  PID         -  FP0392
 FP0392  STATE/COUNTY-  AZ/APACHE
 FP0392  USGS QUAD   -  SANDERS (1971)
 FP0392
 FP0392                         *CURRENT SURVEY CONTROL
 FP0392  ___________________________________________________________________
 FP0392* NAD 83(2007)-  35 12 32.94043(N)    109 20 52.31123(W)     ADJUSTED  
 FP0392* NAVD 88     -      1783.092  (meters)    5850.03   (feet)  ADJUSTED  
 FP0392  ___________________________________________________________________
 FP0392  EPOCH DATE  -        2007.00
 FP0392  X           -  -1,728,910.372 (meters)                     COMP
 FP0392  Y           -  -4,923,803.013 (meters)                     COMP
 FP0392  Z           -   3,657,864.927 (meters)                     COMP
 FP0392  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FP0392  ELLIP HEIGHT-        1760.513 (meters)          (02/10/07) ADJUSTED
 FP0392  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 FP0392  DYNAMIC HT  -        1780.615 (meters)    5841.90  (feet)  COMP
 FP0392
 FP0392  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FP0392  Type    PID    Designation                      North   East  Ellip
 FP0392  -------------------------------------------------------------------
 FP0392  NETWORK FP0392 M 503                             0.41   0.37   1.29
 FP0392  -------------------------------------------------------------------
 FP0392  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 FP0392
 FP0392  VERT ORDER  -  FIRST     CLASS II
 FP0392
 FP0392.The horizontal coordinates were established by GPS observations
 FP0392.and adjusted by the National Geodetic Survey in February 2007.
 FP0392
 FP0392.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FP0392.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FP0392.The horizontal coordinates are valid at the epoch date displayed above.
 FP0392.The epoch date for horizontal control is a decimal equivalence
 FP0392.of Year/Month/Day.
 FP0392
 FP0392.The orthometric height was determined by differential leveling
 FP0392.and adjusted in June 1991.
 FP0392
 FP0392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0392
 FP0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0392
 FP0392.The ellipsoidal height was determined by GPS observations
 FP0392.and is referenced to NAD 83.
 FP0392
 FP0392.The geoid height was determined by GEOID03.
 FP0392
 FP0392.The dynamic height is computed by dividing the NAVD 88
 FP0392.geopotential number by the normal gravity value computed on the
 FP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0392.degrees latitude (g = 980.6199 gals.).
 FP0392
 FP0392.The modeled gravity was interpolated from observed gravity values.
 FP0392
 FP0392;                    North         East     Units Scale Factor Converg.
 FP0392;SPC AZ E     -   467,082.671   287,909.686   MT  0.99996847   +0 28 19.6
 FP0392;SPC AZ E     - 1,532,423.46    944,585.58   iFT  0.99996847   +0 28 19.6
 FP0392;UTM  12      - 3,897,487.701   650,382.552   MT  0.99987871   +0 57 09.9
 FP0392
 FP0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0392!SPC AZ E     -   0.99972374  x   0.99996847  =   0.99969222
 FP0392!UTM  12      -   0.99972374  x   0.99987871  =   0.99960248
 FP0392
 FP0392                          SUPERSEDED SURVEY CONTROL
 FP0392
 FP0392  NAD 83(1992)-  35 12 32.94006(N)    109 20 52.31055(W) AD(       ) A
 FP0392  ELLIP H (09/30/99) 1760.532  (m)                       GP(       ) 3 1
 FP0392  NAVD 88 (05/26/00) 1783.09   (m)         5850.0    (f) LEVELING    3  
 FP0392
 FP0392.Superseded values are not recommended for survey control.
 FP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0392.See file dsdata.txt to determine how the superseded data were derived.
 FP0392
 FP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5038397488(NAD 83)
 FP0392_MARKER: F = FLANGE-ENCASED ROD
 FP0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0392_SP_SET: STAINLESS STEEL ROD
 FP0392_STAMPING: M 503 1983
 FP0392_MARK LOGO: NGS   
 FP0392_PROJECTION: FLUSH
 FP0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0392+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 FP0392_ROD/PIPE-DEPTH: 6.1  meters
 FP0392
 FP0392  HISTORY     - Date     Condition        Report By
 FP0392  HISTORY     - 1983     MONUMENTED       NGS
 FP0392  HISTORY     - 19981123 GOOD             NGS
 FP0392  HISTORY     - 19990312 GOOD             NGS
 FP0392  HISTORY     - 20040923 GOOD             EVANS
 FP0392
 FP0392                          STATION DESCRIPTION
 FP0392
 FP0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0392'8.3 KM (5.15 MI) NE FROM CHAMBERS.
 FP0392'8.3 KM (5.15 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0392'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.7
 FP0392'KM (0.45 MI) SOUTHWEST OF MILEPOST 339, 24.7 METERS (81.0 FT)
 FP0392'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0392'HIGHWAY, 24.7 METERS (81.0 FT) NORTHWEST OF TRIANGULATION STATION
 FP0392'CHETO AND 5.8 METERS (19.0 FT) NORTHWEST OF THE CENTERLINE OF A
 FP0392'FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FP0392'LOGO CAP.
 FP0392'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 FP0392'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 FP0392
 FP0392                          STATION RECOVERY (1998)
 FP0392
 FP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FP0392'THE STATION IS LOCATED 1.53 KM (0.95 MI) SOUTHWEST 0F SANDERS, ON THE
 FP0392'SOUTHEAST SIDE OF THE NORTHEAST BOUND LANES RIGHT-OF-WAY FENCE OF
 FP0392'INTERSTATE HIGHWAY 40, 0.72 KM (0.45 MI) SOUTHWEST OF INTERSTATE
 FP0392'HIGHWAY 40 MILEPOST 339.  OWNERSHIP--ARIZONA DEPARTMENT OF
 FP0392'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FP0392'HIGHWAY 40 (EXIT 339) AND US HIGHWAY 191 IN SANDERS, GO SOUTH ON US
 FP0392'HIGHWAY 191 FOR 0.1 MI (0.2 KM) TO THE FRONTAGE ROAD.  TURN RIGHT,
 FP0392'SOUTHWEST ON THE FRONTAGE ROAD AND GO 1.53 KM (0.95 MI) TO THE STATION
 FP0392'ON THE RIGHT ON THE SOUTHEAST SIDE OF THE INTERSTATE HIGHWAY
 FP0392'RIGHT-OF-WAY FENCE, NORTHEAST AND ACROSS THE FRONTAGE ROAD FROM THE
 FP0392'SOUTHWEST END OF A SMALL ROCKY HILL.  THE STATION A PUNCH POINT ON A
 FP0392'STAINLESS STEEL DATUM POINT CRIMPED TO THE TOP OF A STAINLESS STEEL
 FP0392'ROD, ENCASED IN A 13 CM PVC PIPE WITH A NGS LOGO CAP.  LOCATED 5.8 M
 FP0392'(19.0 FT) NORTHWEST OF THE CENTER OF THE FRONTAGE ROAD, 0.41 M (1.35
 FP0392'FT) SOUTHEAST OF THE INTERSTATE RIGHT-OF-WAY FENCE, 0.28 M (0.92 FT)
 FP0392'SOUTHEAST OF A FIBERGLASS WITNESS POST AND RECESSED 12 CM BELOW
 FP0392'GROUND.
 FP0392
 FP0392                          STATION RECOVERY (1999)
 FP0392
 FP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FP0392'RECOVERED AS DESCRIBED.
 FP0392
 FP0392                          STATION RECOVERY (2004)
 FP0392
 FP0392'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0392'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0543 ***********************************************************************
 FQ0543  DESIGNATION -  M 504
 FQ0543  PID         -  FQ0543
 FQ0543  STATE/COUNTY-  AZ/COCONINO
 FQ0543  USGS QUAD   -  ANGELL (1983)
 FQ0543
 FQ0543                         *CURRENT SURVEY CONTROL
 FQ0543  ___________________________________________________________________
 FQ0543* NAD 83(1986)-  35 11 06.     (N)    111 21 58.     (W)     SCALED    
 FQ0543* NAVD 88     -      1860.620  (meters)    6104.38   (feet)  ADJUSTED  
 FQ0543  ___________________________________________________________________
 FQ0543  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FQ0543  DYNAMIC HT  -        1858.058 (meters)    6095.98  (feet)  COMP
 FQ0543  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 FQ0543
 FQ0543  VERT ORDER  -  FIRST     CLASS II
 FQ0543
 FQ0543.The horizontal coordinates were scaled from a topographic map and have
 FQ0543.an estimated accuracy of +/- 6 seconds.
 FQ0543
 FQ0543.The orthometric height was determined by differential leveling
 FQ0543.and adjusted in June 1991.
 FQ0543
 FQ0543.The geoid height was determined by GEOID03.
 FQ0543
 FQ0543.The dynamic height is computed by dividing the NAVD 88
 FQ0543.geopotential number by the normal gravity value computed on the
 FQ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0543.degrees latitude (g = 980.6199 gals.).
 FQ0543
 FQ0543.The modeled gravity was interpolated from observed gravity values.
 FQ0543
 FQ0543;                    North         East    Units  Estimated Accuracy
 FQ0543;SPC AZ C     -   464,240.      263,500.      MT  (+/- 180 meters Scaled)
 FQ0543
 FQ0543                          SUPERSEDED SURVEY CONTROL
 FQ0543
 FQ0543.No superseded survey control is available for this station.
 FQ0543
 FQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD666936(NAD 83)
 FQ0543_MARKER: DB = BENCH MARK DISK
 FQ0543_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0543_SP_SET: ROCK OUTCROP
 FQ0543_STAMPING: M 504 1983
 FQ0543_MARK LOGO: NGS   
 FQ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0543
 FQ0543  HISTORY     - Date     Condition        Report By
 FQ0543  HISTORY     - 1983     MONUMENTED       NGS
 FQ0543  HISTORY     - 1990     GOOD             USPSQD
 FQ0543
 FQ0543                          STATION DESCRIPTION
 FQ0543
 FQ0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0543'27.9 KM (17.35 MI) EAST FROM FLAGSTAFF.
 FQ0543'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0543'RAILROAD STATION IN FLAGSTAFF, THENCE 14.3 KM (8.9 MI) EASTERLY ALONG
 FQ0543'INTERSTATE HIGHWAY 40, IN THE SOUTHEAST END OF A 4 BY 8 FT EXPOSED
 FQ0543'AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST
 FQ0543'214, 15.7 METERS (51.5 FT) NORTHEAST OF A FENCE AND 14.0 METERS (45.9
 FQ0543'FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 FQ0543'HIGHWAY.
 FQ0543'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FQ0543'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 FQ0543
 FQ0543                          STATION RECOVERY (1990)
 FQ0543
 FQ0543'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 FQ0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0473 ***********************************************************************
 GP0473  DESIGNATION -  M 505
 GP0473  PID         -  GP0473
 GP0473  STATE/COUNTY-  AZ/COCONINO
 GP0473  USGS QUAD   -  MOENAVE SE (1969)
 GP0473
 GP0473                         *CURRENT SURVEY CONTROL
 GP0473  ___________________________________________________________________
 GP0473* NAD 83(1986)-  36 07 02.     (N)    111 19 55.     (W)     SCALED    
 GP0473* NAVD 88     -      1404.008  (meters)    4606.32   (feet)  ADJUSTED  
 GP0473  ___________________________________________________________________
 GP0473  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 GP0473  DYNAMIC HT  -        1402.276 (meters)    4600.63  (feet)  COMP
 GP0473  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 GP0473
 GP0473  VERT ORDER  -  FIRST     CLASS II
 GP0473
 GP0473.The horizontal coordinates were scaled from a topographic map and have
 GP0473.an estimated accuracy of +/- 6 seconds.
 GP0473
 GP0473.The orthometric height was determined by differential leveling
 GP0473.and adjusted in June 1991.
 GP0473
 GP0473.The geoid height was determined by GEOID03.
 GP0473
 GP0473.The dynamic height is computed by dividing the NAVD 88
 GP0473.geopotential number by the normal gravity value computed on the
 GP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0473.degrees latitude (g = 980.6199 gals.).
 GP0473
 GP0473.The modeled gravity was interpolated from observed gravity values.
 GP0473
 GP0473;                    North         East    Units  Estimated Accuracy
 GP0473;SPC AZ C     -   567,680.      266,000.      MT  (+/- 180 meters Scaled)
 GP0473
 GP0473                          SUPERSEDED SURVEY CONTROL
 GP0473
 GP0473.No superseded survey control is available for this station.
 GP0473
 GP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE701970(NAD 83)
 GP0473_MARKER: I = METAL ROD
 GP0473_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0473+WITH SETTING: INFORMATION.
 GP0473_SP_SET: SHALLOW SET METAL ROD
 GP0473_STAMPING: M 505 1983
 GP0473_MARK LOGO: NGS   
 GP0473_PROJECTION: FLUSH
 GP0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0473_ROD/PIPE-DEPTH: 0.9  meters
 GP0473
 GP0473  HISTORY     - Date     Condition        Report By
 GP0473  HISTORY     - 1983     MONUMENTED       NGS
 GP0473
 GP0473                          STATION DESCRIPTION
 GP0473
 GP0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0473'11.1 KM (6.9 MI) SW FROM TUBA CITY.
 GP0473'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0473'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 2.5 KM (1.55 MI)
 GP0473'NORTHWESTERLY ALONG COUNTY ROAD 23, AND 15.7 METERS (51.5 FT)
 GP0473'NORTHEAST OF THE CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT 3.0
 GP0473'FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0473'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0473'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0450 ***********************************************************************
 GP0450  DESIGNATION -  M 506
 GP0450  PID         -  GP0450
 GP0450  STATE/COUNTY-  AZ/COCONINO
 GP0450  USGS QUAD   -  TONALEA (1982)
 GP0450
 GP0450                         *CURRENT SURVEY CONTROL
 GP0450  ___________________________________________________________________
 GP0450* NAD 83(1986)-  36 17 14.     (N)    110 59 44.     (W)     SCALED    
 GP0450* NAVD 88     -      1715.131  (meters)    5627.06   (feet)  ADJUSTED  
 GP0450  ___________________________________________________________________
 GP0450  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 GP0450  DYNAMIC HT  -        1712.968 (meters)    5619.96  (feet)  COMP
 GP0450  MODELED GRAV-     979,310.4   (mgal)                       NAVD 88
 GP0450
 GP0450  VERT ORDER  -  FIRST     CLASS II
 GP0450
 GP0450.The horizontal coordinates were scaled from a topographic map and have
 GP0450.an estimated accuracy of +/- 6 seconds.
 GP0450
 GP0450.The orthometric height was determined by differential leveling
 GP0450.and adjusted in June 1991.
 GP0450
 GP0450.The geoid height was determined by GEOID03.
 GP0450
 GP0450.The dynamic height is computed by dividing the NAVD 88
 GP0450.geopotential number by the normal gravity value computed on the
 GP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0450.degrees latitude (g = 980.6199 gals.).
 GP0450
 GP0450.The modeled gravity was interpolated from observed gravity values.
 GP0450
 GP0450;                    North         East    Units  Estimated Accuracy
 GP0450;SPC AZ C     -   586,770.      296,100.      MT  (+/- 180 meters Scaled)
 GP0450
 GP0450                          SUPERSEDED SURVEY CONTROL
 GP0450
 GP0450.No superseded survey control is available for this station.
 GP0450
 GP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF003158(NAD 83)
 GP0450_MARKER: I = METAL ROD
 GP0450_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0450+WITH SETTING: INFORMATION.
 GP0450_SP_SET: SHALLOW SET METAL ROD
 GP0450_STAMPING: M 506 1983
 GP0450_MARK LOGO: NGS   
 GP0450_PROJECTION: FLUSH
 GP0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0450_ROD/PIPE-DEPTH: 1.5  meters
 GP0450
 GP0450  HISTORY     - Date     Condition        Report By
 GP0450  HISTORY     - 1983     MONUMENTED       NGS
 GP0450
 GP0450                          STATION DESCRIPTION
 GP0450
 GP0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0450'29.7 KM (18.45 MI) NE FROM TUBA CITY.
 GP0450'29.7 KM (18.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0450'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 58.5 METERS (191.9 FT)
 GP0450'SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST, 30.5 METERS
 GP0450'(101.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.1 METERS
 GP0450'(85.6 FT) EAST OF MILEPOST 340, AND 0.7 METER (2.3 FT) NORTHEAST OF A
 GP0450'T-FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 5.0 FEET.  ACCESS TO THE
 GP0450'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0450'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0450'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0383 ***********************************************************************
 GP0383  DESIGNATION -  M 508
 GP0383  PID         -  GP0383
 GP0383  STATE/COUNTY-  AZ/COCONINO
 GP0383  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0383
 GP0383                         *CURRENT SURVEY CONTROL
 GP0383  ___________________________________________________________________
 GP0383* NAD 83(1986)-  36 14 30.     (N)    111 24 46.     (W)     SCALED    
 GP0383* NAVD 88     -      1544.629  (meters)    5067.67   (feet)  ADJUSTED  
 GP0383  ___________________________________________________________________
 GP0383  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0383  DYNAMIC HT  -        1542.726 (meters)    5061.43  (feet)  COMP
 GP0383  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 GP0383
 GP0383  VERT ORDER  -  FIRST     CLASS II
 GP0383
 GP0383.The horizontal coordinates were scaled from a topographic map and have
 GP0383.an estimated accuracy of +/- 6 seconds.
 GP0383
 GP0383.The orthometric height was determined by differential leveling
 GP0383.and adjusted in June 1991.
 GP0383
 GP0383.The geoid height was determined by GEOID03.
 GP0383
 GP0383.The dynamic height is computed by dividing the NAVD 88
 GP0383.geopotential number by the normal gravity value computed on the
 GP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0383.degrees latitude (g = 980.6199 gals.).
 GP0383
 GP0383.The modeled gravity was interpolated from observed gravity values.
 GP0383
 GP0383;                    North         East    Units  Estimated Accuracy
 GP0383;SPC AZ C     -   581,440.      258,650.      MT  (+/- 180 meters Scaled)
 GP0383
 GP0383                          SUPERSEDED SURVEY CONTROL
 GP0383
 GP0383.No superseded survey control is available for this station.
 GP0383
 GP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF629108(NAD 83)
 GP0383_MARKER: I = METAL ROD
 GP0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0383_SP_SET: STAINLESS STEEL ROD
 GP0383_STAMPING: M 508 1983
 GP0383_MARK LOGO: NGS   
 GP0383_PROJECTION: FLUSH
 GP0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0383_ROD/PIPE-DEPTH: 6.1  meters
 GP0383
 GP0383  HISTORY     - Date     Condition        Report By
 GP0383  HISTORY     - 1983     MONUMENTED       NGS
 GP0383
 GP0383                          STATION DESCRIPTION
 GP0383
 GP0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0383'7.9 KM (4.9 MI) SOUTH FROM THE GAP.
 GP0383'7.95 KM (4.95 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0383'THE GAP, ON TOP OF A NARROW RIDGE, 35.7 METERS (117 FT) WEST OF
 GP0383'MILEPOST 493, 29.6 METERS (97 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GP0383'51.1 METERS (167.5 FT) SOUTHEAST OF THE SOUTHWEST END OF A 60-INCH
 GP0383'CORRUGATED METAL PIPE CULVERT, 0.3 METER (1 FT) NORTHEAST OF THE RIGHT
 GP0383'OF WAY FENCE.
 GP0383'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 GP0383'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0012 ***********************************************************************
 GQ0012  DESIGNATION -  M 51
 GQ0012  PID         -  GQ0012
 GQ0012  STATE/COUNTY-  AZ/COCONINO
 GQ0012  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0012
 GQ0012                         *CURRENT SURVEY CONTROL
 GQ0012  ___________________________________________________________________
 GQ0012* NAD 83(1986)-  36 43 53.     (N)    112 05 39.     (W)     SCALED    
 GQ0012* NAVD 88     -      1982.627  (meters)    6504.67   (feet)  POSTED    
 GQ0012  ___________________________________________________________________
 GQ0012  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 GQ0012  DYNAMIC HT  -        1980.130 (meters)    6496.48  (feet)  COMP
 GQ0012  MODELED GRAV-     979,298.8   (mgal)                       NAVD 88
 GQ0012
 GQ0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0012
 GQ0012.The horizontal coordinates were scaled from a topographic map and have
 GQ0012.an estimated accuracy of +/- 6 seconds.
 GQ0012
 GQ0012.The orthometric height was determined by differential leveling
 GQ0012.and adjusted by the  in 1992.
 GQ0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0012.rate of 0.0 thru 1.0 mm/km.
 GQ0012
 GQ0012.The geoid height was determined by GEOID03.
 GQ0012
 GQ0012.The dynamic height is computed by dividing the NAVD 88
 GQ0012.geopotential number by the normal gravity value computed on the
 GQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0012.degrees latitude (g = 980.6199 gals.).
 GQ0012
 GQ0012.The modeled gravity was interpolated from observed gravity values.
 GQ0012
 GQ0012;                    North         East    Units  Estimated Accuracy
 GQ0012;SPC AZ C     -   635,680.      197,510.      MT  (+/- 180 meters Scaled)
 GQ0012
 GQ0012                          SUPERSEDED SURVEY CONTROL
 GQ0012
 GQ0012  NGVD 29 (??/??/92) 1981.527  (m)         6501.06   (f) ADJ UNCH    1 2
 GQ0012
 GQ0012.Superseded values are not recommended for survey control.
 GQ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0012.See file dsdata.txt to determine how the superseded data were derived.
 GQ0012
 GQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF023656(NAD 83)
 GQ0012_MARKER: DB = BENCH MARK DISK
 GQ0012_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0012_SP_SET: OUTCROP
 GQ0012_STAMPING: M 51 1934
 GQ0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0012+STABILITY: POSITION/ELEVATION WELL
 GQ0012
 GQ0012  HISTORY     - Date     Condition        Report By
 GQ0012  HISTORY     - 1934     MONUMENTED       CGS
 GQ0012
 GQ0012                          STATION DESCRIPTION
 GQ0012
 GQ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0012'4.5 MI W FROM HOUSE ROCK SPRINGS.
 GQ0012'4.5 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0012'COUNTY, 100 FEET SOUTHWEST OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT,
 GQ0012'108 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A RAMP LEADING
 GQ0012'DOWN INTO A WASH, AND IN THE TOP OF A LIMESTONE OUTCROP FORMING A
 GQ0012'RIDGE BETWEEN TWO INTERSECTING WASHES.  A STANDARD DISK, STAMPED M 51
 GQ0012'1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0339 ***********************************************************************
 GP0339  DESIGNATION -  M 510
 GP0339  PID         -  GP0339
 GP0339  STATE/COUNTY-  AZ/COCONINO
 GP0339  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0339
 GP0339                         *CURRENT SURVEY CONTROL
 GP0339  ___________________________________________________________________
 GP0339* NAD 83(1986)-  36 00 25.     (N)    111 23 40.     (W)     SCALED    
 GP0339* NAVD 88     -      1320.286  (meters)    4331.64   (feet)  ADJUSTED  
 GP0339  ___________________________________________________________________
 GP0339  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 GP0339  DYNAMIC HT  -        1318.667 (meters)    4326.33  (feet)  COMP
 GP0339  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 GP0339
 GP0339  VERT ORDER  -  FIRST     CLASS II
 GP0339
 GP0339.The horizontal coordinates were scaled from a topographic map and have
 GP0339.an estimated accuracy of +/- 6 seconds.
 GP0339
 GP0339.The orthometric height was determined by differential leveling
 GP0339.and adjusted in June 1991.
 GP0339
 GP0339.The geoid height was determined by GEOID03.
 GP0339
 GP0339.The dynamic height is computed by dividing the NAVD 88
 GP0339.geopotential number by the normal gravity value computed on the
 GP0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0339.degrees latitude (g = 980.6199 gals.).
 GP0339
 GP0339.The modeled gravity was interpolated from observed gravity values.
 GP0339
 GP0339;                    North         East    Units  Estimated Accuracy
 GP0339;SPC AZ C     -   555,410.      260,440.      MT  (+/- 180 meters Scaled)
 GP0339
 GP0339                          SUPERSEDED SURVEY CONTROL
 GP0339
 GP0339.No superseded survey control is available for this station.
 GP0339
 GP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE644847(NAD 83)
 GP0339_MARKER: I = METAL ROD
 GP0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0339_SP_SET: STAINLESS STEEL ROD
 GP0339_STAMPING: M 510 1983
 GP0339_MARK LOGO: NGS   
 GP0339_PROJECTION: FLUSH
 GP0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0339_ROD/PIPE-DEPTH: 3.0  meters
 GP0339
 GP0339  HISTORY     - Date     Condition        Report By
 GP0339  HISTORY     - 1983     MONUMENTED       NGS
 GP0339
 GP0339                          STATION DESCRIPTION
 GP0339
 GP0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0339'15.1 KM (9.4 MI) NORTH FROM CAMERON.
 GP0339'15.1 KM (9.4 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0339'CAMERON, AT MILEPOST 476, 0.3 KM (0.2 MI) SOUTH OF A BRIDGE OVER A
 GP0339'WASH, 65.2 METERS (214 FT) EAST OF THE HIGHWAY CENTERLINE, 0.6 METER
 GP0339'(2 FT) WEST OF THE RIGHT OF WAY FENCE.
 GP0339'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 GP0339'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0491 ***********************************************************************
 FQ0491  DESIGNATION -  M 511
 FQ0491  PID         -  FQ0491
 FQ0491  STATE/COUNTY-  AZ/COCONINO
 FQ0491  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0491
 FQ0491                         *CURRENT SURVEY CONTROL
 FQ0491  ___________________________________________________________________
 FQ0491* NAD 83(1986)-  35 40 36.     (N)    111 30 31.     (W)     SCALED    
 FQ0491* NAVD 88     -      1590.586  (meters)    5218.45   (feet)  ADJUSTED  
 FQ0491  ___________________________________________________________________
 FQ0491  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FQ0491  DYNAMIC HT  -        1588.518 (meters)    5211.66  (feet)  COMP
 FQ0491  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 FQ0491
 FQ0491  VERT ORDER  -  FIRST     CLASS II
 FQ0491
 FQ0491.The horizontal coordinates were scaled from a topographic map and have
 FQ0491.an estimated accuracy of +/- 6 seconds.
 FQ0491
 FQ0491.The orthometric height was determined by differential leveling
 FQ0491.and adjusted in June 1991.
 FQ0491
 FQ0491.The geoid height was determined by GEOID03.
 FQ0491
 FQ0491.The dynamic height is computed by dividing the NAVD 88
 FQ0491.geopotential number by the normal gravity value computed on the
 FQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0491.degrees latitude (g = 980.6199 gals.).
 FQ0491
 FQ0491.The modeled gravity was interpolated from observed gravity values.
 FQ0491
 FQ0491;                    North         East    Units  Estimated Accuracy
 FQ0491;SPC AZ C     -   518,720.      250,300.      MT  (+/- 180 meters Scaled)
 FQ0491
 FQ0491                          SUPERSEDED SURVEY CONTROL
 FQ0491
 FQ0491.No superseded survey control is available for this station.
 FQ0491
 FQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE539482(NAD 83)
 FQ0491_MARKER: I = METAL ROD
 FQ0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0491_SP_SET: STAINLESS STEEL ROD
 FQ0491_STAMPING: M 511 1983
 FQ0491_MARK LOGO: NGS   
 FQ0491_PROJECTION: FLUSH
 FQ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0491+STABILITY: SURFACE MOTION
 FQ0491_ROD/PIPE-DEPTH: 2.1  meters
 FQ0491
 FQ0491  HISTORY     - Date     Condition        Report By
 FQ0491  HISTORY     - 1983     MONUMENTED       NGS
 FQ0491
 FQ0491                          STATION DESCRIPTION
 FQ0491
 FQ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0491'23.8 KM (14.8 MI) SOUTH FROM CAMERON.
 FQ0491'23.8 KM (14.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0491'CAMERON, 25.6 METERS (84 FT) WEST OF THE HIGHWAY CENTERLINE, 36.5
 FQ0491'METERS (120 FT) SOUTHWEST OF MILEPOST 452, 0.6 METER (2 FT) EAST OF A
 FQ0491'RIGHT OF WAY FENCE BRACE POST.
 FQ0491'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0491'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0423 ***********************************************************************
 GP0423  DESIGNATION -  M 512
 GP0423  PID         -  GP0423
 GP0423  STATE/COUNTY-  AZ/NAVAJO
 GP0423  USGS QUAD   -  SHONTO SE (1982)
 GP0423
 GP0423                         *CURRENT SURVEY CONTROL
 GP0423  ___________________________________________________________________
 GP0423* NAD 83(1986)-  36 30 21.     (N)    110 36 38.     (W)     SCALED    
 GP0423* NAVD 88     -      1945.226  (meters)    6381.96   (feet)  ADJUSTED  
 GP0423  ___________________________________________________________________
 GP0423  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 GP0423  DYNAMIC HT  -        1942.761 (meters)    6373.88  (feet)  COMP
 GP0423  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 GP0423
 GP0423  VERT ORDER  -  FIRST     CLASS II
 GP0423
 GP0423.The horizontal coordinates were scaled from a topographic map and have
 GP0423.an estimated accuracy of +/- 6 seconds.
 GP0423
 GP0423.The orthometric height was determined by differential leveling
 GP0423.and adjusted in June 1991.
 GP0423
 GP0423.The geoid height was determined by GEOID03.
 GP0423
 GP0423.The dynamic height is computed by dividing the NAVD 88
 GP0423.geopotential number by the normal gravity value computed on the
 GP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0423.degrees latitude (g = 980.6199 gals.).
 GP0423
 GP0423.The modeled gravity was interpolated from observed gravity values.
 GP0423
 GP0423;                    North         East    Units  Estimated Accuracy
 GP0423;SPC AZ E     -   610,730.      173,600.      MT  (+/- 180 meters Scaled)
 GP0423
 GP0423                          SUPERSEDED SURVEY CONTROL
 GP0423
 GP0423.No superseded survey control is available for this station.
 GP0423
 GP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF348401(NAD 83)
 GP0423_MARKER: I = METAL ROD
 GP0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0423_SP_SET: STAINLESS STEEL ROD
 GP0423_STAMPING: M 512 1983
 GP0423_MARK LOGO: NGS   
 GP0423_PROJECTION: FLUSH
 GP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0423_ROD/PIPE-DEPTH: 3.1  meters
 GP0423
 GP0423  HISTORY     - Date     Condition        Report By
 GP0423  HISTORY     - 1983     MONUMENTED       NGS
 GP0423
 GP0423                          STATION DESCRIPTION
 GP0423
 GP0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0423'42.0 KM (26.1 MI) SW FROM KAYENTA.
 GP0423'42.0 KM (26.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0423'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 8.9 KM (5.5 MI) NORTHEAST
 GP0423'OF STATE HIGHWAY 98, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 367,
 GP0423'61.1 METERS (200.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0423'15.2 METERS (49.9 FT) NORTHEAST OF A DOUBLE BRACED FENCE POST.
 GP0423'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 GP0423'THROUGH A 5-INCH LOGO CAP.
 GP0423'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0399 ***********************************************************************
 GP0399  DESIGNATION -  M 513
 GP0399  PID         -  GP0399
 GP0399  STATE/COUNTY-  AZ/NAVAJO
 GP0399  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0399
 GP0399                         *CURRENT SURVEY CONTROL
 GP0399  ___________________________________________________________________
 GP0399* NAD 83(1986)-  36 45 04.     (N)    110 13 34.     (W)     SCALED    
 GP0399* NAVD 88     -      1726.757  (meters)    5665.20   (feet)  ADJUSTED  
 GP0399  ___________________________________________________________________
 GP0399  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 GP0399  DYNAMIC HT  -        1724.681 (meters)    5658.39  (feet)  COMP
 GP0399  MODELED GRAV-     979,367.7   (mgal)                       NAVD 88
 GP0399
 GP0399  VERT ORDER  -  FIRST     CLASS II
 GP0399
 GP0399.The horizontal coordinates were scaled from a topographic map and have
 GP0399.an estimated accuracy of +/- 6 seconds.
 GP0399
 GP0399.The orthometric height was determined by differential leveling
 GP0399.and adjusted in June 1991.
 GP0399
 GP0399.The geoid height was determined by GEOID03.
 GP0399
 GP0399.The dynamic height is computed by dividing the NAVD 88
 GP0399.geopotential number by the normal gravity value computed on the
 GP0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0399.degrees latitude (g = 980.6199 gals.).
 GP0399
 GP0399.The modeled gravity was interpolated from observed gravity values.
 GP0399
 GP0399;                    North         East    Units  Estimated Accuracy
 GP0399;SPC AZ E     -   637,850.      208,050.      MT  (+/- 180 meters Scaled)
 GP0399
 GP0399                          SUPERSEDED SURVEY CONTROL
 GP0399
 GP0399.No superseded survey control is available for this station.
 GP0399
 GP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF690675(NAD 83)
 GP0399_MARKER: DB = BENCH MARK DISK
 GP0399_SETTING: 66 = SET IN ROCK OUTCROP
 GP0399_SP_SET: ROCK OUTCROP
 GP0399_STAMPING: M 513 1983
 GP0399_MARK LOGO: NGS   
 GP0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0399+STABILITY: POSITION/ELEVATION WELL
 GP0399
 GP0399  HISTORY     - Date     Condition        Report By
 GP0399  HISTORY     - 1983     MONUMENTED       NGS
 GP0399
 GP0399                          STATION DESCRIPTION
 GP0399
 GP0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0399'6.5 KM (4.05 MI) NE FROM KAYENTA.
 GP0399'6.5 KM (4.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0399'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 1.0 KM (0.6 MI) SOUTH OF A
 GP0399'DIRT ROAD LEADING NORTHEAST, 0.8 KM (0.5 MI) NORTH OF MILEPOST 397, IN
 GP0399'THE NORTHEAST END OF A LONG NORTHEAST-SOUTHWEST RIDGE OF OUTCROPPING
 GP0399'BEDROCK, 29.0 METERS (95.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0399'6.8 METERS (22.3 FT) EAST OF A FENCE, 9.5 METERS (31.2 FT) NORTHEAST
 GP0399'OF THE SOUTHWEST EDGE OF THE OUTCROP, 1.7 METERS (5.6 FT) SOUTHEAST OF
 GP0399'THE NORTHWEST EDGE OF THE OUTCROP, AND 1.0 METER (3.3 FT) SOUTHWEST OF
 GP0399'THE NORTHEAST EDGE OF A LEDGE.
 GP0399'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0399'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2504 ***********************************************************************
 CZ2504  DESIGNATION -  M 516
 CZ2504  PID         -  CZ2504
 CZ2504  STATE/COUNTY-  AZ/PINAL
 CZ2504  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2504
 CZ2504                         *CURRENT SURVEY CONTROL
 CZ2504  ___________________________________________________________________
 CZ2504* NAD 83(1986)-  32 42 19.     (N)    111 37 12.     (W)     SCALED    
 CZ2504* NAVD 88     -       475.663  (meters)    1560.57   (feet)  ADJUSTED  
 CZ2504  ___________________________________________________________________
 CZ2504  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ2504  DYNAMIC HT  -         475.061 (meters)    1558.60  (feet)  COMP
 CZ2504  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 CZ2504
 CZ2504  VERT ORDER  -  FIRST     CLASS II
 CZ2504
 CZ2504.The horizontal coordinates were scaled from a topographic map and have
 CZ2504.an estimated accuracy of +/- 6 seconds.
 CZ2504
 CZ2504.The orthometric height was determined by differential leveling
 CZ2504.and adjusted in November 1993.
 CZ2504
 CZ2504.The geoid height was determined by GEOID03.
 CZ2504
 CZ2504.The dynamic height is computed by dividing the NAVD 88
 CZ2504.geopotential number by the normal gravity value computed on the
 CZ2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2504.degrees latitude (g = 980.6199 gals.).
 CZ2504
 CZ2504.The modeled gravity was interpolated from observed gravity values.
 CZ2504
 CZ2504;                    North         East    Units  Estimated Accuracy
 CZ2504;SPC AZ C     -   189,110.      241,170.      MT  (+/- 180 meters Scaled)
 CZ2504
 CZ2504                          SUPERSEDED SURVEY CONTROL
 CZ2504
 CZ2504.No superseded survey control is available for this station.
 CZ2504
 CZ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418187(NAD 83)
 CZ2504_MARKER: I = METAL ROD
 CZ2504_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2504_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2504_STAMPING: M 516 1991
 CZ2504_MARK LOGO: NGS   
 CZ2504_PROJECTION: FLUSH
 CZ2504_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2504+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2504_ROD/PIPE-DEPTH: 14.3 meters
 CZ2504_SLEEVE-DEPTH  : 0.9 meters
 CZ2504
 CZ2504  HISTORY     - Date     Condition        Report By
 CZ2504  HISTORY     - 1991     MONUMENTED       NGS
 CZ2504  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2504
 CZ2504                          STATION DESCRIPTION
 CZ2504
 CZ2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2504'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2504'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ2504'THENCE 9.7 KM (6.00 MI) SOUTHERLY ALONG TOLTEC ROAD, 57.0 M (187.0
 CZ2504'FT) NORTH OF THE CENTER OF A DIRT ROAD, 44.3 M (145.3 FT) NORTH OF
 CZ2504'THE EXTENDED CENTER OF AN IRRIGATION DITCH LEADING EAST, 11.0 M (36.1
 CZ2504'FT) EAST OF THE ROAD CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A T-JUNCTION
 CZ2504'UTILITY POLE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M
 CZ2504'(1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 CZ2504'THROUGH A 5-INCH LOGO CAP.
 CZ2504
 CZ2504                          STATION RECOVERY (2007)
 CZ2504
 CZ2504'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2304 ***********************************************************************
 DU2304  DESIGNATION -  M 517
 DU2304  PID         -  DU2304
 DU2304  STATE/COUNTY-  AZ/MARICOPA
 DU2304  USGS QUAD   -  BUCKHORN (1982)
 DU2304
 DU2304                         *CURRENT SURVEY CONTROL
 DU2304  ___________________________________________________________________
 DU2304* NAD 83(1986)-  33 24 19.     (N)    111 41 05.     (W)     SCALED    
 DU2304* NAVD 88     -       423.319  (meters)    1388.84   (feet)  ADJUSTED  
 DU2304  ___________________________________________________________________
 DU2304  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU2304  DYNAMIC HT  -         422.814 (meters)    1387.18  (feet)  COMP
 DU2304  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 DU2304
 DU2304  VERT ORDER  -  FIRST     CLASS II
 DU2304
 DU2304.The horizontal coordinates were scaled from a topographic map and have
 DU2304.an estimated accuracy of +/- 6 seconds.
 DU2304
 DU2304.The orthometric height was determined by differential leveling
 DU2304.and adjusted in November 1993.
 DU2304
 DU2304.The geoid height was determined by GEOID03.
 DU2304
 DU2304.The dynamic height is computed by dividing the NAVD 88
 DU2304.geopotential number by the normal gravity value computed on the
 DU2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2304.degrees latitude (g = 980.6199 gals.).
 DU2304
 DU2304.The modeled gravity was interpolated from observed gravity values.
 DU2304
 DU2304;                    North         East    Units  Estimated Accuracy
 DU2304;SPC AZ C     -   266,720.      234,930.      MT  (+/- 180 meters Scaled)
 DU2304
 DU2304                          SUPERSEDED SURVEY CONTROL
 DU2304
 DU2304.No superseded survey control is available for this station.
 DU2304
 DU2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363964(NAD 83)
 DU2304_MARKER: I = METAL ROD
 DU2304_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2304_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2304_STAMPING: M 517 1992
 DU2304_MARK LOGO: NGS   
 DU2304_PROJECTION: FLUSH
 DU2304_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2304+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2304_ROD/PIPE-DEPTH: 5.2  meters
 DU2304_SLEEVE-DEPTH  : 0.9 meters
 DU2304
 DU2304  HISTORY     - Date     Condition        Report By
 DU2304  HISTORY     - 1992     MONUMENTED       NGS
 DU2304  HISTORY     - 20061114 MARK NOT FOUND   GEOCAC
 DU2304
 DU2304                          STATION DESCRIPTION
 DU2304
 DU2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2304'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2304'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2304'1.1 KM (0.70 MI) SOUTHERLY ALONG SOUTH POWERS ROAD, 62.8 M (206.0 FT)
 DU2304'NORTH OF THE NORTH END OF A BRICK WALL, 37.6 M (123.4 FT) NORTH OF A
 DU2304'FIRE HYDRANT, 4.3 M (14.1 FT) WEST OF THE WEST CURB OF SOUTH POWERS
 DU2304'ROAD, 1.5 M (4.9 FT) SOUTH OF UTILITY POLE NUMBER CB1153 28 WITH 3
 DU2304'GUY CABLES AND A METER ATTACHED, 0.3 M (1.0 FT) EAST OF A WITNESS
 DU2304'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS
 DU2304'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2304
 DU2304                          STATION RECOVERY (2006)
 DU2304
 DU2304'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2328 ***********************************************************************
 DU2328  DESIGNATION -  M 518
 DU2328  PID         -  DU2328
 DU2328  STATE/COUNTY-  AZ/MARICOPA
 DU2328  USGS QUAD   -  TEMPE (1982)
 DU2328
 DU2328                         *CURRENT SURVEY CONTROL
 DU2328  ___________________________________________________________________
 DU2328* NAD 83(1986)-  33 24 53.     (N)    111 53 06.     (W)     SCALED    
 DU2328* NAVD 88     -       367.464  (meters)    1205.59   (feet)  ADJUSTED  
 DU2328  ___________________________________________________________________
 DU2328  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2328  DYNAMIC HT  -         367.036 (meters)    1204.18  (feet)  COMP
 DU2328  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 DU2328
 DU2328  VERT ORDER  -  FIRST     CLASS II
 DU2328
 DU2328.The horizontal coordinates were scaled from a topographic map and have
 DU2328.an estimated accuracy of +/- 6 seconds.
 DU2328
 DU2328.The orthometric height was determined by differential leveling
 DU2328.and adjusted in November 1993.
 DU2328
 DU2328.The geoid height was determined by GEOID03.
 DU2328
 DU2328.The dynamic height is computed by dividing the NAVD 88
 DU2328.geopotential number by the normal gravity value computed on the
 DU2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2328.degrees latitude (g = 980.6199 gals.).
 DU2328
 DU2328.The modeled gravity was interpolated from observed gravity values.
 DU2328
 DU2328;                    North         East    Units  Estimated Accuracy
 DU2328;SPC AZ C     -   267,740.      216,310.      MT  (+/- 180 meters Scaled)
 DU2328
 DU2328                          SUPERSEDED SURVEY CONTROL
 DU2328
 DU2328.No superseded survey control is available for this station.
 DU2328
 DU2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB177976(NAD 83)
 DU2328_MARKER: DV = VERTICAL CONTROL DISK
 DU2328_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2328_SP_SET: ABUTMENT
 DU2328_STAMPING: M 518 1992
 DU2328_MARK LOGO: NGS   
 DU2328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2328+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2328
 DU2328  HISTORY     - Date     Condition        Report By
 DU2328  HISTORY     - 1992     MONUMENTED       NGS
 DU2328  HISTORY     - 20060224 GOOD             GEOCAC
 DU2328  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU2328
 DU2328                          STATION DESCRIPTION
 DU2328
 DU2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2328'IN MESA, AT THE INTERSECTION OF WEST MAIN STREET AND THE TEMPE CANAL,
 DU2328'IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 DU2328'SOUTHEAST CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING THE CANAL,
 DU2328'AND 6.2 M (20.3 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE
 DU2328'EASTBOUND LANES OF THE HIGHWAY.
 DU2328
 DU2328                          STATION RECOVERY (2006)
 DU2328
 DU2328'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2328'RECOVERED IN GOOD CONDITION.
 DU2328
 DU2328                          STATION RECOVERY (2007)
 DU2328
 DU2328'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2328'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2328'MARK. THE BRIDGE HAS BEEN RE-WORKED DUE TO CONSTRUCTION FOR THE LIGHT
 DU2328'RAIL PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2301 ***********************************************************************
 DV2301  DESIGNATION -  M 519
 DV2301  PID         -  DV2301
 DV2301  STATE/COUNTY-  AZ/MARICOPA
 DV2301  USGS QUAD   -  FOWLER (1982)
 DV2301
 DV2301                         *CURRENT SURVEY CONTROL
 DV2301  ___________________________________________________________________
 DV2301* NAD 83(1986)-  33 25 26.     (N)    112 09 06.     (W)     SCALED    
 DV2301* NAVD 88     -       314.605  (meters)    1032.17   (feet)  ADJUSTED  
 DV2301  ___________________________________________________________________
 DV2301  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV2301  DYNAMIC HT  -         314.241 (meters)    1030.97  (feet)  COMP
 DV2301  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DV2301
 DV2301  VERT ORDER  -  FIRST     CLASS II
 DV2301
 DV2301.The horizontal coordinates were scaled from a topographic map and have
 DV2301.an estimated accuracy of +/- 6 seconds.
 DV2301
 DV2301.The orthometric height was determined by differential leveling
 DV2301.and adjusted in November 1993.
 DV2301
 DV2301.The geoid height was determined by GEOID03.
 DV2301
 DV2301.The dynamic height is computed by dividing the NAVD 88
 DV2301.geopotential number by the normal gravity value computed on the
 DV2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2301.degrees latitude (g = 980.6199 gals.).
 DV2301
 DV2301.The modeled gravity was interpolated from observed gravity values.
 DV2301
 DV2301;                    North         East    Units  Estimated Accuracy
 DV2301;SPC AZ C     -   268,780.      191,510.      MT  (+/- 180 meters Scaled)
 DV2301
 DV2301                          SUPERSEDED SURVEY CONTROL
 DV2301
 DV2301.No superseded survey control is available for this station.
 DV2301
 DV2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB929988(NAD 83)
 DV2301_MARKER: I = METAL ROD
 DV2301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2301_SP_SET: STAINLESS STEEL ROD
 DV2301_STAMPING: M 519 1992
 DV2301_MARK LOGO: NGS   
 DV2301_PROJECTION: FLUSH
 DV2301_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2301+STABILITY: POSITION/ELEVATION WELL
 DV2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2301+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DV2301_ROD/PIPE-DEPTH: 6.1  meters
 DV2301_SLEEVE-DEPTH  : 0.9 meters
 DV2301
 DV2301  HISTORY     - Date     Condition        Report By
 DV2301  HISTORY     - 1992     MONUMENTED       NGS
 DV2301  HISTORY     - 19940425 GOOD             NGS
 DV2301  HISTORY     - 20060819 GOOD             GEOCAC
 DV2301
 DV2301                          STATION DESCRIPTION
 DV2301
 DV2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2301'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2301'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2301'91ST AVENUE, THENCE 9.7 KM (6.00 MI) EASTERLY ALONG WEST LOWER
 DV2301'BUCKEYE ROAD, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG SOUTH 43RD
 DV2301'AVENUE, 40.0 M (131.2 FT) SOUTH OF THE CENTER OF AN EXIT ROAD FROM
 DV2301'THE YELLOW TRUCKING COMPANY, 39.3 M (128.9 FT) NORTH OF THE CENTER OF
 DV2301'THE ENTRANCE ROAD LEADING TO THE TRUCKING COMPANY, 21.1 M (69.2 FT)
 DV2301'EAST OF THE AVENUE CENTERLINE, 2.9 M (9.5 FT) EAST OF THE BASE OF A
 DV2301'SECURITY LIGHT, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND CHAIN-LINK
 DV2301'FENCE, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE AVENUE.
 DV2301'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2301
 DV2301                          STATION RECOVERY (1994)
 DV2301
 DV2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV2301'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2301'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2301'91ST AVENUE, THENCE 9.7 KM (6.00 MI) EASTERLY ALONG WEST LOWER
 DV2301'BUCKEYE ROAD, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG SOUTH 43RD
 DV2301'AVENUE, 40.3 M (132.2 FT) SOUTH OF THE CENTER OF AN EXIT ROAD FROM
 DV2301'THE YELLOW TRUCKING COMPANY, 39.4 M (129.3 FT) NORTH OF THE CENTER OF
 DV2301'AN ENTRANCE ROAD LEADING TO THE TRUCKING COMPANY, 21.1 M (69.2 FT)
 DV2301'EAST OF THE AVENUE CENTERLINE, 2.9 M (9.5 FT) EAST OF A SECURITY
 DV2301'LIGHT, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND CHAIN-LINK FENCE,
 DV2301'AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO
 DV2301'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2301
 DV2301                          STATION RECOVERY (2006)
 DV2301
 DV2301'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0068 ***********************************************************************
 GQ0068  DESIGNATION -  M 52
 GQ0068  PID         -  GQ0068
 GQ0068  STATE/COUNTY-  AZ/COCONINO
 GQ0068  USGS QUAD   -  FREDONIA (1988)
 GQ0068
 GQ0068                         *CURRENT SURVEY CONTROL
 GQ0068  ___________________________________________________________________
 GQ0068* NAD 83(1986)-  36 59 30.     (N)    112 31 49.     (W)     SCALED    
 GQ0068* NAVD 88     -      1478.730  (meters)    4851.47   (feet)  POSTED    
 GQ0068  ___________________________________________________________________
 GQ0068  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 GQ0068  DYNAMIC HT  -        1477.060 (meters)    4845.99  (feet)  COMP
 GQ0068  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 GQ0068
 GQ0068  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0068
 GQ0068.The horizontal coordinates were scaled from a topographic map and have
 GQ0068.an estimated accuracy of +/- 6 seconds.
 GQ0068
 GQ0068.The orthometric height was determined by differential leveling
 GQ0068.and adjusted by the  in 1992.
 GQ0068.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0068.rate of 0.0 thru 1.0 mm/km.
 GQ0068
 GQ0068.The geoid height was determined by GEOID03.
 GQ0068
 GQ0068.The dynamic height is computed by dividing the NAVD 88
 GQ0068.geopotential number by the normal gravity value computed on the
 GQ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0068.degrees latitude (g = 980.6199 gals.).
 GQ0068
 GQ0068.The modeled gravity was interpolated from observed gravity values.
 GQ0068
 GQ0068;                    North         East    Units  Estimated Accuracy
 GQ0068;SPC AZ C     -   664,720.      158,740.      MT  (+/- 180 meters Scaled)
 GQ0068
 GQ0068                          SUPERSEDED SURVEY CONTROL
 GQ0068
 GQ0068  NGVD 29 (??/??/92) 1477.808  (m)         4848.44   (f) ADJ UNCH    1 2
 GQ0068
 GQ0068.Superseded values are not recommended for survey control.
 GQ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0068.See file dsdata.txt to determine how the superseded data were derived.
 GQ0068
 GQ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF638950(NAD 83)
 GQ0068_MARKER: DB = BENCH MARK DISK
 GQ0068_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0068_SP_SET: OUTCROP
 GQ0068_STAMPING: M-52 1934
 GQ0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0068+STABILITY: POSITION/ELEVATION WELL
 GQ0068
 GQ0068  HISTORY     - Date     Condition        Report By
 GQ0068  HISTORY     - 1934     MONUMENTED       CGS
 GQ0068
 GQ0068                          STATION DESCRIPTION
 GQ0068
 GQ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0068'3.2 MI N FROM FREDONIA.
 GQ0068'3.2 MILES NORTH OF ALONG U.S. HIGHWAY NO. 89.0.7 OF A MILE SOUTH OF
 GQ0068'ARIZONA AND UTAH STATE LINE.  ABOUT 25 YARDS SOUTH EAST OF HIGHWAY
 GQ0068'RIGHT OF WAY STAKE.  76 FT. EAST OF CENTER LINE OF HIGHWAY.  63 FT.
 GQ0068'WEST OF MAIN LINE OF TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2348 ***********************************************************************
 DV2348  DESIGNATION -  M 521
 DV2348  PID         -  DV2348
 DV2348  STATE/COUNTY-  AZ/PINAL
 DV2348  USGS QUAD   -  PIMA BUTTE (1967)
 DV2348
 DV2348                         *CURRENT SURVEY CONTROL
 DV2348  ___________________________________________________________________
 DV2348* NAD 83(1986)-  33 08 54.     (N)    112 00 25.     (W)     SCALED    
 DV2348* NAVD 88     -       343.983  (meters)    1128.55   (feet)  ADJUSTED  
 DV2348  ___________________________________________________________________
 DV2348  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV2348  DYNAMIC HT  -         343.579 (meters)    1127.23  (feet)  COMP
 DV2348  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 DV2348
 DV2348  VERT ORDER  -  FIRST     CLASS II
 DV2348
 DV2348.The horizontal coordinates were scaled from a topographic map and have
 DV2348.an estimated accuracy of +/- 6 seconds.
 DV2348
 DV2348.The orthometric height was determined by differential leveling
 DV2348.and adjusted in August 1994.
 DV2348
 DV2348.The geoid height was determined by GEOID03.
 DV2348
 DV2348.The dynamic height is computed by dividing the NAVD 88
 DV2348.geopotential number by the normal gravity value computed on the
 DV2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2348.degrees latitude (g = 980.6199 gals.).
 DV2348
 DV2348.The modeled gravity was interpolated from observed gravity values.
 DV2348
 DV2348;                    North         East    Units  Estimated Accuracy
 DV2348;SPC AZ C     -   238,210.      204,940.      MT  (+/- 180 meters Scaled)
 DV2348
 DV2348                          SUPERSEDED SURVEY CONTROL
 DV2348
 DV2348.No superseded survey control is available for this station.
 DV2348
 DV2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB060681(NAD 83)
 DV2348_MARKER: I = METAL ROD
 DV2348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2348_SP_SET: STAINLESS STEEL ROD
 DV2348_STAMPING: M 521 1994
 DV2348_MARK LOGO: NGS   
 DV2348_PROJECTION: FLUSH
 DV2348_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2348+STABILITY: POSITION/ELEVATION WELL
 DV2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2348+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DV2348_ROD/PIPE-DEPTH: 6.1  meters
 DV2348
 DV2348  HISTORY     - Date     Condition        Report By
 DV2348  HISTORY     - 1994     MONUMENTED       NGS
 DV2348  HISTORY     - 20060829 GOOD             GEOCAC
 DV2348
 DV2348                          STATION DESCRIPTION
 DV2348
 DV2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2348'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2348'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV2348'THENCE 8.2 KM (5.10 MI) SOUTHERLY ALONG MARICOPA ROAD, 200.0 M
 DV2348'(656.2 FT) NORTH OF THE CENTER OF A CATTLE GUARD, 44.7 M (146.7 FT)
 DV2348'EAST OF THE ROAD CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 DV2348'ROAD, 15.6 M (51.2 FT) SOUTH OF FENCE CORNER, AND 0.5 M (1.6 FT) WEST
 DV2348'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 DV2348'THROUGH A 5-INCH LOGO CAP.
 DV2348
 DV2348                          STATION RECOVERY (2006)
 DV2348
 DV2348'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2362 ***********************************************************************
 DU2362  DESIGNATION -  M 522
 DU2362  PID         -  DU2362
 DU2362  STATE/COUNTY-  AZ/MARICOPA
 DU2362  USGS QUAD   -  CHANDLER (1981)
 DU2362
 DU2362                         *CURRENT SURVEY CONTROL
 DU2362  ___________________________________________________________________
 DU2362* NAD 83(1986)-  33 16 37.     (N)    111 50 22.     (W)     SCALED    
 DU2362* NAVD 88     -       371.385  (meters)    1218.45   (feet)  ADJUSTED  
 DU2362  ___________________________________________________________________
 DU2362  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU2362  DYNAMIC HT  -         370.943 (meters)    1217.00  (feet)  COMP
 DU2362  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 DU2362
 DU2362  VERT ORDER  -  FIRST     CLASS II
 DU2362
 DU2362.The horizontal coordinates were scaled from a topographic map and have
 DU2362.an estimated accuracy of +/- 6 seconds.
 DU2362
 DU2362.The orthometric height was determined by differential leveling
 DU2362.and adjusted in August 1994.
 DU2362
 DU2362.The geoid height was determined by GEOID03.
 DU2362
 DU2362.The dynamic height is computed by dividing the NAVD 88
 DU2362.geopotential number by the normal gravity value computed on the
 DU2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2362.degrees latitude (g = 980.6199 gals.).
 DU2362
 DU2362.The modeled gravity was interpolated from observed gravity values.
 DU2362
 DU2362;                    North         East    Units  Estimated Accuracy
 DU2362;SPC AZ C     -   252,470.      220,550.      MT  (+/- 180 meters Scaled)
 DU2362
 DU2362                          SUPERSEDED SURVEY CONTROL
 DU2362
 DU2362.No superseded survey control is available for this station.
 DU2362
 DU2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB218823(NAD 83)
 DU2362_MARKER: I = METAL ROD
 DU2362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2362_SP_SET: STAINLESS STEEL ROD
 DU2362_STAMPING: M 522 1994
 DU2362_MARK LOGO: NGS   
 DU2362_PROJECTION: FLUSH
 DU2362_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2362+STABILITY: POSITION/ELEVATION WELL
 DU2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2362+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 DU2362_ROD/PIPE-DEPTH: 6.2  meters
 DU2362
 DU2362  HISTORY     - Date     Condition        Report By
 DU2362  HISTORY     - 1994     MONUMENTED       NGS
 DU2362  HISTORY     - 20020923 GOOD             INDIV
 DU2362  HISTORY     - 20060127 GOOD             GEOCAC
 DU2362
 DU2362                          STATION DESCRIPTION
 DU2362
 DU2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2362'12.2 KM (7.60 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2362'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 0.2 KM (0.10 MI)
 DU2362'EASTERLY ALONG GERMAN ROAD, 33.8 M (110.9 FT) NORTH OF THE ROAD
 DU2362'CENTERLINE, 9.0 M (29.5 FT) EAST OF THE CENTER OF THE MOST WESTERLY
 DU2362'ENTRANCE GATE TO THE MARICOPA COUNTY HIGHWAY DEPARTMENT YARD, 2.2 M
 DU2362'(7.2 FT) SOUTHWEST OF A UTILITY POLE, 2.0 M (6.6 FT) SOUTH OF A
 DU2362'CHAIN-LINK FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.2 M
 DU2362'(0.7 FT) SOUTHWEST OF A CURB, 0.2 M (0.7 FT) SOUTH OF THE CURB.
 DU2362'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2362
 DU2362                          STATION RECOVERY (2002)
 DU2362
 DU2362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TGF)
 DU2362'RECOVERED AS DESCRIBED
 DU2362
 DU2362                          STATION RECOVERY (2006)
 DU2362
 DU2362'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2362'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2362'33 16 37.26 (N)   111 50 22.32 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0487 ***********************************************************************
 FS0487  DESIGNATION -  M 53
 FS0487  PID         -  FS0487
 FS0487  STATE/COUNTY-  AZ/MOHAVE
 FS0487  USGS QUAD   -  RED LAKE (1968)
 FS0487
 FS0487                         *CURRENT SURVEY CONTROL
 FS0487  ___________________________________________________________________
 FS0487* NAD 83(1986)-  35 43 02.     (N)    114 03 41.     (W)     SCALED    
 FS0487* NAVD 88     -       842.765  (meters)    2764.97   (feet)  POSTED    
 FS0487  ___________________________________________________________________
 FS0487  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FS0487  DYNAMIC HT  -         841.820 (meters)    2761.87  (feet)  COMP
 FS0487  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 FS0487
 FS0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0487
 FS0487.The horizontal coordinates were scaled from a topographic map and have
 FS0487.an estimated accuracy of +/- 6 seconds.
 FS0487
 FS0487.The orthometric height was determined by differential leveling
 FS0487.and adjusted by the  in 1992.
 FS0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0487.rate of 0.0 thru 1.0 mm/km.
 FS0487
 FS0487.The geoid height was determined by GEOID03.
 FS0487
 FS0487.The dynamic height is computed by dividing the NAVD 88
 FS0487.geopotential number by the normal gravity value computed on the
 FS0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0487.degrees latitude (g = 980.6199 gals.).
 FS0487
 FS0487.The modeled gravity was interpolated from observed gravity values.
 FS0487
 FS0487;                    North         East    Units  Estimated Accuracy
 FS0487;SPC AZ W     -   523,200.      185,190.      MT  (+/- 180 meters Scaled)
 FS0487
 FS0487                          SUPERSEDED SURVEY CONTROL
 FS0487
 FS0487  NGVD 29 (??/??/92)  842.023  (m)         2762.54   (f) ADJ UNCH    1 1
 FS0487
 FS0487.Superseded values are not recommended for survey control.
 FS0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0487.See file dsdata.txt to determine how the superseded data were derived.
 FS0487
 FS0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV658565(NAD 83)
 FS0487_MARKER: DB = BENCH MARK DISK
 FS0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0487_STAMPING: M 53 1934
 FS0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0487+STABILITY: SURFACE MOTION
 FS0487
 FS0487  HISTORY     - Date     Condition        Report By
 FS0487  HISTORY     - 1934     MONUMENTED       CGS
 FS0487  HISTORY     - 1940     GOOD             NGS
 FS0487  HISTORY     - 1970     GOOD             USGS
 FS0487
 FS0487                          STATION DESCRIPTION
 FS0487
 FS0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0487'31.6 MI N FROM HACKBERRY.
 FS0487'31.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED
 FS0487'LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERRY.  MOHAVE COUNTY,
 FS0487'8.3 MILES NORTHWEST OF THE JUNCTION OF THE NEW ROAD, 6.4 MILES
 FS0487'SOUTH OF THE JUNCTION OF STATE HIGHWAY 193, 0.2 MILE SOUTHEAST
 FS0487'OF A SMALL EARTH RESERVOIR, 10 FEET SOUTHWEST OF THE CENTERLINE
 FS0487'OF THE ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 FS0487'A STANDARD DISK, STAMPED M 53 1934 AND SET IN THE TOP OF A
 FS0487'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 FS0487
 FS0487                          STATION RECOVERY (1970)
 FS0487
 FS0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0095 ***********************************************************************
 GQ0095  DESIGNATION -  M 54
 GQ0095  PID         -  GQ0095
 GQ0095  STATE/COUNTY-  AZ/MOHAVE
 GQ0095  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0095
 GQ0095                         *CURRENT SURVEY CONTROL
 GQ0095  ___________________________________________________________________
 GQ0095* NAD 83(1986)-  36 11 05.     (N)    113 55 39.     (W)     SCALED    
 GQ0095* NAVD 88     -       496.652  (meters)    1629.43   (feet)  POSTED    
 GQ0095  ___________________________________________________________________
 GQ0095  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GQ0095  DYNAMIC HT  -         496.120 (meters)    1627.69  (feet)  COMP
 GQ0095  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 GQ0095
 GQ0095  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0095
 GQ0095.The horizontal coordinates were scaled from a topographic map and have
 GQ0095.an estimated accuracy of +/- 6 seconds.
 GQ0095
 GQ0095.The orthometric height was determined by differential leveling
 GQ0095.and adjusted by the  in 1992.
 GQ0095.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0095.rate of 0.0 thru 1.0 mm/km.
 GQ0095
 GQ0095.The geoid height was determined by GEOID03.
 GQ0095
 GQ0095.The dynamic height is computed by dividing the NAVD 88
 GQ0095.geopotential number by the normal gravity value computed on the
 GQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0095.degrees latitude (g = 980.6199 gals.).
 GQ0095
 GQ0095.The modeled gravity was interpolated from observed gravity values.
 GQ0095
 GQ0095;                    North         East    Units  Estimated Accuracy
 GQ0095;SPC AZ W     -   575,040.      197,390.      MT  (+/- 180 meters Scaled)
 GQ0095
 GQ0095                          SUPERSEDED SURVEY CONTROL
 GQ0095
 GQ0095  NGVD 29 (??/??/92)  495.938  (m)         1627.09   (f) ADJ UNCH    1 1
 GQ0095
 GQ0095.Superseded values are not recommended for survey control.
 GQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0095.See file dsdata.txt to determine how the superseded data were derived.
 GQ0095
 GQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF367084(NAD 83)
 GQ0095_MARKER: DB = BENCH MARK DISK
 GQ0095_SETTING: 80 = SET IN A BOULDER
 GQ0095_SP_SET: BOULDER
 GQ0095_STAMPING: M 54 1934
 GQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0095+STABILITY: SURFACE MOTION
 GQ0095
 GQ0095  HISTORY     - Date     Condition        Report By
 GQ0095  HISTORY     - 1934     MONUMENTED       CGS
 GQ0095  HISTORY     - 1950     GOOD             NGS
 GQ0095
 GQ0095                          STATION DESCRIPTION
 GQ0095
 GQ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0095'61.5 MI SE FROM RIVERSIDE, NV.
 GQ0095'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0095'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0095'THENCE 21.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0095'FERRY ROAD, IN SNAP CANYON, ACROSS THE CANYON FROM THE MOUTH OF A
 GQ0095'SMALL RAVINE, AT THE BASE OF THE SOUTHEAST BANK, IN THE TOP OF A LARGE
 GQ0095'FLAT TOP GRANITE BOULDER, 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GQ0095'OF THE CANYON, AND ABOUT 3 FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0189 ***********************************************************************
 ET0189  DESIGNATION -  M 57
 ET0189  PID         -  ET0189
 ET0189  STATE/COUNTY-  AZ/YAVAPAI
 ET0189  USGS QUAD   -  CLEATOR (1974)
 ET0189
 ET0189                         *CURRENT SURVEY CONTROL
 ET0189  ___________________________________________________________________
 ET0189* NAD 83(1986)-  34 16 42.     (N)    112 10 26.     (W)     SCALED    
 ET0189* NAVD 88     -      1046.56   (+/-2cm)    3433.6    (feet)  VERTCON   
 ET0189  ___________________________________________________________________
 ET0189  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 ET0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0189
 ET0189.The horizontal coordinates were scaled from a topographic map and have
 ET0189.an estimated accuracy of +/- 6 seconds.
 ET0189
 ET0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0189.The vertical order pertains to the NGVD 29 superseded value.
 ET0189
 ET0189.The geoid height was determined by GEOID03.
 ET0189
 ET0189;                    North         East    Units  Estimated Accuracy
 ET0189;SPC AZ C     -   363,560.      189,680.      MT  (+/- 180 meters Scaled)
 ET0189
 ET0189                          SUPERSEDED SURVEY CONTROL
 ET0189
 ET0189  NGVD 29 (??/??/92) 1045.872  (m)         3431.33   (f) ADJ UNCH    2 0
 ET0189
 ET0189.Superseded values are not recommended for survey control.
 ET0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0189.See file dsdata.txt to determine how the superseded data were derived.
 ET0189
 ET0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC919936(NAD 83)
 ET0189_MARKER: DB = BENCH MARK DISK
 ET0189_SETTING: 66 = SET IN ROCK OUTCROP
 ET0189_SP_SET: GRANITE ROCK
 ET0189_STAMPING: M 57 1934
 ET0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0189+STABILITY: POSITION/ELEVATION WELL
 ET0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0189+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0189
 ET0189  HISTORY     - Date     Condition        Report By
 ET0189  HISTORY     - 1934     MONUMENTED       CGS
 ET0189  HISTORY     - 1974     GOOD             USGS
 ET0189  HISTORY     - 20080222 GOOD             GEOCAC
 ET0189  HISTORY     - 20080817 GOOD             GEOCAC
 ET0189
 ET0189                          STATION DESCRIPTION
 ET0189
 ET0189'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0189'7.0 MI N FROM BUMBLE BEE.
 ET0189'7.0 MILES NORTH ALONG THE COUNTY ROAD FROM BUMBLE BEE, 2.4 MILES SOUTH
 ET0189'OF CORDES, 15 FEET NORTHEAST OF A GALVANIZED IRON CULVERT, 22 FEET
 ET0189'EAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A LARGE GRANITE
 ET0189'ROCK.  A STANDARD DISK STAMPED M 57 1934.
 ET0189
 ET0189                          STATION RECOVERY (2008)
 ET0189
 ET0189'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0189'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0189'34 16 42.3 (N)   112 10 25.9 (W)  (NAD 83).
 ET0189
 ET0189                          STATION RECOVERY (2008)
 ET0189
 ET0189'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0189'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0189'17.119' W112 10.496'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0738 ***********************************************************************
 DU0738  DESIGNATION -  M 58
 DU0738  PID         -  DU0738
 DU0738  STATE/COUNTY-  AZ/MARICOPA
 DU0738  USGS QUAD   -  GILA BUTTE (1981)
 DU0738
 DU0738                         *CURRENT SURVEY CONTROL
 DU0738  ___________________________________________________________________
 DU0738* NAD 83(1986)-  33 12 18.     (N)    111 50 02.     (W)     SCALED    
 DU0738* NAVD 88     -       371.61   (+/-2cm)    1219.2    (feet)  VERTCON   
 DU0738  ___________________________________________________________________
 DU0738  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0738
 DU0738.The horizontal coordinates were scaled from a topographic map and have
 DU0738.an estimated accuracy of +/- 6 seconds.
 DU0738
 DU0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0738.The vertical order pertains to the NGVD 29 superseded value.
 DU0738
 DU0738.The geoid height was determined by GEOID03.
 DU0738
 DU0738;                    North         East    Units  Estimated Accuracy
 DU0738;SPC AZ C     -   244,490.      221,080.      MT  (+/- 180 meters Scaled)
 DU0738
 DU0738                          SUPERSEDED SURVEY CONTROL
 DU0738
 DU0738  NGVD 29 (??/??/92)  371.114  (m)         1217.56   (f) ADJ UNCH    2 0
 DU0738
 DU0738.Superseded values are not recommended for survey control.
 DU0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0738.See file dsdata.txt to determine how the superseded data were derived.
 DU0738
 DU0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB222743(NAD 83)
 DU0738_MARKER: DB = BENCH MARK DISK
 DU0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0738_STAMPING: M 58 1934
 DU0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0738+STABILITY: SURFACE MOTION
 DU0738
 DU0738  HISTORY     - Date     Condition        Report By
 DU0738  HISTORY     - 1934     MONUMENTED       CGS
 DU0738  HISTORY     - 1948     GOOD             NGS
 DU0738  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0738  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU0738
 DU0738                          STATION DESCRIPTION
 DU0738
 DU0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0738'6.8 MI S FROM CHANDLER.
 DU0738'6.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0738'STATION AT CHANDLER, 199 FEET NORTH OF RAILROAD BRIDGE NO. 936.06,
 DU0738'37.7 FEET EAST OF THE CENTER LINE OF THE TRACK, 17.6 FEET NORTH OF
 DU0738'MILE POST 936, 5.0 FEET BELOW THE LEVEL OF THE TRACK, 2.3 FEET SOUTH
 DU0738'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU0738'PROJECTING 1.0 FOOT ABOVE THE GROUND AND IN LINE WITH A ROW OF
 DU0738'TELEPHONE POLES.
 DU0738
 DU0738                          STATION RECOVERY (1994)
 DU0738
 DU0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0738'MARK NOT FOUND.
 DU0738
 DU0738                          STATION RECOVERY (2007)
 DU0738
 DU0738'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0738'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0738'MARK. THE ENTIRE EAST SIDE OF THE TRACKS HAS BEEN GRADED, FROM HUNT
 DU0738'HIGHWAY UP TO THE CONSOLIDATED CANAL. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0422 ***********************************************************************
 CZ0422  DESIGNATION -  M 59
 CZ0422  PID         -  CZ0422
 CZ0422  STATE/COUNTY-  AZ/PINAL
 CZ0422  USGS QUAD   -  CACTUS FOREST (1993)
 CZ0422
 CZ0422                         *CURRENT SURVEY CONTROL
 CZ0422  ___________________________________________________________________
 CZ0422* NAD 83(1986)-  32 53 12.     (N)    111 15 53.     (W)     SCALED    
 CZ0422* NAVD 88     -       630.91   (+/-2cm)    2069.9    (feet)  VERTCON   
 CZ0422  ___________________________________________________________________
 CZ0422  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CZ0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0422
 CZ0422.The horizontal coordinates were scaled from a topographic map and have
 CZ0422.an estimated accuracy of +/- 6 seconds.
 CZ0422
 CZ0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0422.The vertical order pertains to the NGVD 29 superseded value.
 CZ0422
 CZ0422.The geoid height was determined by GEOID03.
 CZ0422
 CZ0422;                    North         East    Units  Estimated Accuracy
 CZ0422;SPC AZ C     -   209,370.      274,360.      MT  (+/- 180 meters Scaled)
 CZ0422
 CZ0422                          SUPERSEDED SURVEY CONTROL
 CZ0422
 CZ0422  NGVD 29 (??/??/92)  630.355  (m)         2068.09   (f) ADJ UNCH    2 0
 CZ0422
 CZ0422.Superseded values are not recommended for survey control.
 CZ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0422.See file dsdata.txt to determine how the superseded data were derived.
 CZ0422
 CZ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB752387(NAD 83)
 CZ0422_MARKER: DB = BENCH MARK DISK
 CZ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0422_STAMPING: M 59 1934
 CZ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0422+STABILITY: SURFACE MOTION
 CZ0422
 CZ0422  HISTORY     - Date     Condition        Report By
 CZ0422  HISTORY     - 1934     MONUMENTED       CGS
 CZ0422  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0422
 CZ0422                          STATION DESCRIPTION
 CZ0422
 CZ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0422'12.5 MI S FROM FLORENCE.
 CZ0422'12.5 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0422'FLORENCE, ON A SMALL RISE BETWEEN A DRAINAGE DITCH AND THE HIGHWAY, 46
 CZ0422'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF THE
 CZ0422'DITCH. A STANDARD DISK, STAMPED M 59 1934 AND SET IN THE TOP OF A
 CZ0422'CONCRETE POST.
 CZ0422
 CZ0422                          STATION RECOVERY (1965)
 CZ0422
 CZ0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0217 ***********************************************************************
 ES0217  HT_MOD      -  This is a Height Modernization Survey Station.
 ES0217  DESIGNATION -  M 6
 ES0217  PID         -  ES0217
 ES0217  STATE/COUNTY-  AZ/NAVAJO
 ES0217  USGS QUAD   -  O W POINT (1990)
 ES0217
 ES0217                         *CURRENT SURVEY CONTROL
 ES0217  ___________________________________________________________________
 ES0217* NAD 83(2007)-  34 19 20.66415(N)    110 45 06.24256(W)     ADJUSTED  
 ES0217* NAVD 88     -      2336.56   (meters)    7665.9    (feet)  GPS OBS   
 ES0217  ___________________________________________________________________
 ES0217  EPOCH DATE  -        2007.00
 ES0217  X           -  -1,869,065.175 (meters)                     COMP
 ES0217  Y           -  -4,932,862.584 (meters)                     COMP
 ES0217  Z           -   3,577,343.042 (meters)                     COMP
 ES0217  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 ES0217  ELLIP HEIGHT-        2312.640 (meters)          (02/10/07) ADJUSTED
 ES0217  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ES0217
 ES0217  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0217  Type    PID    Designation                      North   East  Ellip
 ES0217  -------------------------------------------------------------------
 ES0217  NETWORK ES0217 M 6                               0.94   0.84   2.41
 ES0217  -------------------------------------------------------------------
 ES0217
 ES0217.The horizontal coordinates were established by GPS observations
 ES0217.and adjusted by the National Geodetic Survey in February 2007.
 ES0217
 ES0217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0217.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0217.The horizontal coordinates are valid at the epoch date displayed above.
 ES0217.The epoch date for horizontal control is a decimal equivalence
 ES0217.of Year/Month/Day.
 ES0217
 ES0217.The orthometric height was determined by GPS observations and a
 ES0217.high-resolution geoid model.
 ES0217.The orthometric height was determined by GPS observations and a
 ES0217.high-resolution geoid model using precise GPS observation and
 ES0217.processing techniques. It supersedes the leveled height previously
 ES0217.determined for this station.
 ES0217
 ES0217.Photographs are available for this station.
 ES0217
 ES0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0217
 ES0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0217
 ES0217.The ellipsoidal height was determined by GPS observations
 ES0217.and is referenced to NAD 83.
 ES0217
 ES0217.The geoid height was determined by GEOID03.
 ES0217
 ES0217;                    North         East     Units Scale Factor Converg.
 ES0217;SPC AZ E     -   368,568.338   159,518.778   MT  0.99993572   -0 19 47.6
 ES0217;SPC AZ E     - 1,209,213.71    523,355.57   iFT  0.99993572   -0 19 47.6
 ES0217;UTM  12      - 3,797,932.635   522,839.868   MT  0.99960643   +0 08 23.9
 ES0217
 ES0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0217!SPC AZ E     -   0.99963710  x   0.99993572  =   0.99957284
 ES0217!UTM  12      -   0.99963710  x   0.99960643  =   0.99924367
 ES0217
 ES0217                          SUPERSEDED SURVEY CONTROL
 ES0217
 ES0217  NAD 83(1992)-  34 19 20.66388(N)    110 45 06.24234(W) AD(       ) A
 ES0217  ELLIP H (03/01/04) 2312.652  (m)                       GP(       ) 4 1
 ES0217  NAVD 88 (06/15/91) 2336.634  (m)         7666.11   (f) ADJUSTED    2 0
 ES0217  NGVD 29 (??/??/92) 2335.594  (m)         7662.69   (f) ADJ UNCH    2 0
 ES0217
 ES0217.Superseded values are not recommended for survey control.
 ES0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0217.See file dsdata.txt to determine how the superseded data were derived.
 ES0217
 ES0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2284097933(NAD 83)
 ES0217_MARKER: DD = SURVEY DISK
 ES0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0217_STAMPING: M-6 1934 7662
 ES0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0217+STABILITY: SURFACE MOTION
 ES0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0217+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 ES0217
 ES0217  HISTORY     - Date     Condition        Report By
 ES0217  HISTORY     - 1934     MONUMENTED       USGS
 ES0217  HISTORY     - 1934     GOOD             NGS
 ES0217  HISTORY     - 20030813 GOOD             AZ-007
 ES0217  HISTORY     - 20050903 GOOD             USPSQD
 ES0217
 ES0217                          STATION DESCRIPTION
 ES0217
 ES0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0217'13.4 MI SW FROM HEBER.
 ES0217'ON GLOBE-HOLBROOK ROAD, 40 FT. NORTH OF INTERSECTION OF GLOBE HOLBROOK
 ES0217'ROAD WITH GENTRY TOWER LOOKOUT ROAD, 25 FT. NORTH OF CENTER LINE OF
 ES0217'ROAD.
 ES0217
 ES0217                          STATION RECOVERY (2003)
 ES0217
 ES0217'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 ES0217'NEW STATION DESCRIPTION  (2003)
 ES0217' 
 ES0217'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 ES0217' 
 ES0217'STARTING FROM THE INTERSECTION OF SR-87 AND SR-260 IN PAYSON, TRAVEL
 ES0217'EAST ON SR-260, 38.7 MILES TO THE 291 MILE MARKER, THEN TURN SOUTH ON
 ES0217'THE RIM ROAD (FS-300) TOWARD BLACK CANYON LAKE FOR 0.8 MILES TO A FOUR
 ES0217'WAY INTERSECTION, TURN BACK WEST ON FS-9316 AND GO APPROXIMATELY 350'
 ES0217'TO THE USGS MONUMENT ON THE NORTH SIDE OF THE DIRT ROAD.
 ES0217' 
 ES0217'
 ES0217
 ES0217                          STATION RECOVERY (2005)
 ES0217
 ES0217'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0129 ***********************************************************************
 GP0129  DESIGNATION -  M 6
 GP0129  PID         -  GP0129
 GP0129  STATE/COUNTY-  AZ/COCONINO
 GP0129  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0129
 GP0129                         *CURRENT SURVEY CONTROL
 GP0129  ___________________________________________________________________
 GP0129* NAD 83(1986)-  36 02 23.     (N)    111 23 42.     (W)     SCALED    
 GP0129* NAVD 88     -      1333.724  (meters)    4375.73   (feet)  POSTED    
 GP0129  ___________________________________________________________________
 GP0129  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 GP0129  DYNAMIC HT  -        1332.090 (meters)    4370.37  (feet)  COMP
 GP0129  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 GP0129
 GP0129  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0129
 GP0129.The horizontal coordinates were scaled from a topographic map and have
 GP0129.an estimated accuracy of +/- 6 seconds.
 GP0129
 GP0129.The orthometric height was determined by differential leveling
 GP0129.and adjusted by the  in 1992.
 GP0129.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0129.rate of 2.1 thru 3.0 mm/km.
 GP0129
 GP0129.The geoid height was determined by GEOID03.
 GP0129
 GP0129.The dynamic height is computed by dividing the NAVD 88
 GP0129.geopotential number by the normal gravity value computed on the
 GP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0129.degrees latitude (g = 980.6199 gals.).
 GP0129
 GP0129.The modeled gravity was interpolated from observed gravity values.
 GP0129
 GP0129;                    North         East    Units  Estimated Accuracy
 GP0129;SPC AZ C     -   559,050.      260,370.      MT  (+/- 180 meters Scaled)
 GP0129
 GP0129                          SUPERSEDED SURVEY CONTROL
 GP0129
 GP0129  NGVD 29 (??/??/92) 1332.851  (m)         4372.86   (f) ADJ UNCH    1 2
 GP0129
 GP0129.Superseded values are not recommended for survey control.
 GP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0129.See file dsdata.txt to determine how the superseded data were derived.
 GP0129
 GP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE644884(NAD 83)
 GP0129_MARKER: DB = BENCH MARK DISK
 GP0129_SETTING: 66 = SET IN ROCK OUTCROP
 GP0129_SP_SET: LAVA ROCK
 GP0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0129+STABILITY: POSITION/ELEVATION WELL
 GP0129
 GP0129  HISTORY     - Date     Condition        Report By
 GP0129  HISTORY     - UNK      MONUMENTED       CGS
 GP0129  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0129
 GP0129                          STATION DESCRIPTION
 GP0129
 GP0129'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0129'11.6 MI N FROM CAMERON.
 GP0129'11.6 MILES NORTH ALONG THE OLD ROAD TO LEES FERRY FROM THE NORTH END
 GP0129'OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 3.3 MILES NORTH
 GP0129'OF THE CROSSING OF MOENKOPI WASH, 5 FEET WEST OF THE OLD ROAD, AND IN
 GP0129'A LAVA ROCK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0552 ***********************************************************************
 FS0552  DESIGNATION -  M 60
 FS0552  PID         -  FS0552
 FS0552  STATE/COUNTY-  AZ/MOHAVE
 FS0552  USGS QUAD   -  CERBAT (1968)
 FS0552
 FS0552                         *CURRENT SURVEY CONTROL
 FS0552  ___________________________________________________________________
 FS0552* NAD 83(1986)-  35 18 16.     (N)    114 10 14.     (W)     SCALED    
 FS0552* NAVD 88     -      1066.629  (meters)    3499.43   (feet)  ADJUSTED  
 FS0552  ___________________________________________________________________
 FS0552  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0552  DYNAMIC HT  -        1065.371 (meters)    3495.30  (feet)  COMP
 FS0552  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 FS0552
 FS0552  VERT ORDER  -  FIRST     CLASS II
 FS0552
 FS0552.The horizontal coordinates were scaled from a topographic map and have
 FS0552.an estimated accuracy of +/- 6 seconds.
 FS0552
 FS0552.The orthometric height was determined by differential leveling
 FS0552.and adjusted in June 1991.
 FS0552
 FS0552.The geoid height was determined by GEOID03.
 FS0552
 FS0552.The dynamic height is computed by dividing the NAVD 88
 FS0552.geopotential number by the normal gravity value computed on the
 FS0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0552.degrees latitude (g = 980.6199 gals.).
 FS0552
 FS0552.The modeled gravity was interpolated from observed gravity values.
 FS0552
 FS0552;                    North         East    Units  Estimated Accuracy
 FS0552;SPC AZ W     -   477,440.      175,110.      MT  (+/- 180 meters Scaled)
 FS0552
 FS0552                          SUPERSEDED SURVEY CONTROL
 FS0552
 FS0552  NGVD 29 (??/??/92) 1065.817  (m)         3496.77   (f) ADJ UNCH    1 2
 FS0552
 FS0552.Superseded values are not recommended for survey control.
 FS0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0552.See file dsdata.txt to determine how the superseded data were derived.
 FS0552
 FS0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV572104(NAD 83)
 FS0552_MARKER: DB = BENCH MARK DISK
 FS0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0552_STAMPING: M 60 1934
 FS0552_MARK LOGO: CGS   
 FS0552_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0552+STABILITY: SURFACE MOTION
 FS0552
 FS0552  HISTORY     - Date     Condition        Report By
 FS0552  HISTORY     - 1934     MONUMENTED       CGS
 FS0552  HISTORY     - 1940     GOOD             NGS
 FS0552  HISTORY     - 1975     MARK NOT FOUND   USGS
 FS0552  HISTORY     - 1982     GOOD             NGS
 FS0552
 FS0552                          STATION DESCRIPTION
 FS0552
 FS0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0552'8 MI SE FROM CHLORIDE.
 FS0552'8.0 MILES SOUTHEAST ALONG THE OLD KINGMAN ROAD FROM CHLORIDE,
 FS0552'1.2 MILES NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 93 AND
 FS0552'THE COLUMBUS MINE ROAD, 0.1 MILE NORTH OF THE POINT WHERE THE
 FS0552'COLUMBUS MINE ROAD CROSSES THE OLD ROAD, 175 FEET NORTH OF THE
 FS0552'CENTER OF A WASH, 32 FEET WEST OF THE CENTERLINE OF THE OLD
 FS0552'ROAD, AND 2.4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 FS0552'STANDARD DISK, STAMPED M 60 1934 AND SET IN THE TOP OF A
 FS0552'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 FS0552
 FS0552                          STATION RECOVERY (1975)
 FS0552
 FS0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FS0552'MARK NOT FOUND.
 FS0552
 FS0552                          STATION RECOVERY (1982)
 FS0552
 FS0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0552'12.9 KM (8.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0552'IN CHLORIDE, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF THE COLUMBUS
 FS0552'MINE ROAD, 9.8 METERS (32 FT) WEST OF THE CENTERLINE OF THE OLD
 FS0552'HIGHWAY, 53.3 METERS (175 FT) NORTH OF THE CENTER OF A WASH.
 FS0552'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0378 ***********************************************************************
 FR0378  DESIGNATION -  M 60
 FR0378  PID         -  FR0378
 FR0378  STATE/COUNTY-  AZ/COCONINO
 FR0378  USGS QUAD   -  NATIONAL TANK (1981)
 FR0378
 FR0378                         *CURRENT SURVEY CONTROL
 FR0378  ___________________________________________________________________
 FR0378* NAD 83(1986)-  35 58 45.     (N)    112 52 36.     (W)     SCALED    
 FR0378* NAVD 88     -      1854.021  (meters)    6082.73   (feet)  POSTED    
 FR0378  ___________________________________________________________________
 FR0378  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FR0378  DYNAMIC HT  -        1851.650 (meters)    6074.95  (feet)  COMP
 FR0378  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 FR0378
 FR0378  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0378
 FR0378.The horizontal coordinates were scaled from a topographic map and have
 FR0378.an estimated accuracy of +/- 6 seconds.
 FR0378
 FR0378.The orthometric height was determined by differential leveling
 FR0378.and adjusted by the  in 1992.
 FR0378.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0378.was located on a no-check spur therefore a value was not computed.
 FR0378.No vertical observational check was made to the station.
 FR0378
 FR0378.The geoid height was determined by GEOID03.
 FR0378
 FR0378.The dynamic height is computed by dividing the NAVD 88
 FR0378.geopotential number by the normal gravity value computed on the
 FR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0378.degrees latitude (g = 980.6199 gals.).
 FR0378
 FR0378.The modeled gravity was interpolated from observed gravity values.
 FR0378
 FR0378;                    North         East    Units  Estimated Accuracy
 FR0378;SPC AZ C     -   552,630.      126,790.      MT  (+/- 180 meters Scaled)
 FR0378
 FR0378                          SUPERSEDED SURVEY CONTROL
 FR0378
 FR0378  NGVD 29 (??/??/92) 1853.130  (m)         6079.81   (f) ADJ UNCH    2 0
 FR0378
 FR0378.Superseded values are not recommended for survey control.
 FR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0378.See file dsdata.txt to determine how the superseded data were derived.
 FR0378
 FR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE308832(NAD 83)
 FR0378_MARKER: DD = SURVEY DISK
 FR0378_SETTING: 80 = SET IN A BOULDER
 FR0378_SP_SET: BOULDER
 FR0378_STAMPING: M 60 6082 1934
 FR0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0378+STABILITY: SURFACE MOTION
 FR0378
 FR0378  HISTORY     - Date     Condition        Report By
 FR0378  HISTORY     - 1934     MONUMENTED       USGS
 FR0378  HISTORY     - 1968     GOOD             NGS
 FR0378
 FR0378                          STATION DESCRIPTION
 FR0378
 FR0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0378'48.0 MI NE FROM PEACH SPRINGS.
 FR0378'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0378'SPRINGS, THENCE 40.4 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0378'ROAD, THENCE 0.35 MILE NORTH ALONG A ROAD AND FENCE LINE WHICH IS
 FR0378'ALONG THE EAST BOUNDARY OF THE RESERVATION, AT THE JUNCTION OF AN
 FR0378'ABANDONED ROAD, 693 FEET NORTH OF SECTION CORNER MARKER STAMPED SEC
 FR0378'COR 1/4 COR. T30N R6W S13-24, IN THE TOP OF A SMALL BOULDER FLUSH WITH
 FR0378'THE GROUND, 110 FEET SOUTHEAST AND ACROSS THE ABANDONED ROAD FROM THE
 FR0378'CENTER LINE OF THE ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 FR0378'ABANDONED ROAD, 17.0 FEET SOUTH OF THE SOUTH EDGE OF A WOODEN
 FR0378'CATTLEGUARD ACROSS THE ABANDONED ROAD, 0.8 FOOT WEST OF A FENCE, AND
 FR0378'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0040 ***********************************************************************
 FR0040  DESIGNATION -  M 61
 FR0040  PID         -  FR0040
 FR0040  STATE/COUNTY-  AZ/COCONINO
 FR0040  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0040
 FR0040                         *CURRENT SURVEY CONTROL
 FR0040  ___________________________________________________________________
 FR0040* NAD 83(1986)-  35 55 34.     (N)    112 12 44.     (W)     SCALED    
 FR0040* NAVD 88     -      1965.790  (meters)    6449.43   (feet)  POSTED    
 FR0040  ___________________________________________________________________
 FR0040  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FR0040  DYNAMIC HT  -        1963.220 (meters)    6441.00  (feet)  COMP
 FR0040  MODELED GRAV-     979,253.7   (mgal)                       NAVD 88
 FR0040
 FR0040  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0040
 FR0040.The horizontal coordinates were scaled from a topographic map and have
 FR0040.an estimated accuracy of +/- 6 seconds.
 FR0040
 FR0040.The orthometric height was determined by differential leveling
 FR0040.and adjusted by the  in 1992.
 FR0040.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0040.rate of 0.0 thru 1.0 mm/km.
 FR0040
 FR0040.The geoid height was determined by GEOID03.
 FR0040
 FR0040.The dynamic height is computed by dividing the NAVD 88
 FR0040.geopotential number by the normal gravity value computed on the
 FR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0040.degrees latitude (g = 980.6199 gals.).
 FR0040
 FR0040.The modeled gravity was interpolated from observed gravity values.
 FR0040
 FR0040;                    North         East    Units  Estimated Accuracy
 FR0040;SPC AZ C     -   546,360.      186,690.      MT  (+/- 180 meters Scaled)
 FR0040
 FR0040                          SUPERSEDED SURVEY CONTROL
 FR0040
 FR0040  NGVD 29 (??/??/92) 1964.892  (m)         6446.48   (f) ADJ UNCH    2 0
 FR0040
 FR0040.Superseded values are not recommended for survey control.
 FR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0040.See file dsdata.txt to determine how the superseded data were derived.
 FR0040
 FR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE906764(NAD 83)
 FR0040_MARKER: DB = BENCH MARK DISK
 FR0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0040_STAMPING: M 61 1934
 FR0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0040+STABILITY: SURFACE MOTION
 FR0040
 FR0040  HISTORY     - Date     Condition        Report By
 FR0040  HISTORY     - 1934     MONUMENTED       CGS
 FR0040  HISTORY     - 1967     GOOD             NGS
 FR0040
 FR0040                          STATION DESCRIPTION
 FR0040
 FR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0040'13.75 MI S FROM GRAND CANYON.
 FR0040'ABOUT 13-3/4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0040'RAILWAY FROM EL TOVAR HOTEL, AT GRAND CANYON, COCONINO COUNTY, AT
 FR0040'HOPI, ABOUT 40 FEET WEST OF MILEPOST 50, AND 66 FEET WEST OF THE
 FR0040'CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED M 61 1934 AND
 FR0040'SET IN THE TOP OF A CONCRETE POST.
 FR0040
 FR0040                          STATION RECOVERY (1967)
 FR0040
 FR0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FR0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0368 ***********************************************************************
 FQ0368  DESIGNATION -  M 62
 FQ0368  PID         -  FQ0368
 FQ0368  STATE/COUNTY-  AZ/COCONINO
 FQ0368  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0368
 FQ0368                         *CURRENT SURVEY CONTROL
 FQ0368  ___________________________________________________________________
 FQ0368* NAD 83(2007)-  35 56 01.15083(N)    111 41 32.80764(W)     ADJUSTED  
 FQ0368* NAVD 88     -      1869.318  (meters)    6132.92   (feet)  POSTED    
 FQ0368  ___________________________________________________________________
 FQ0368  EPOCH DATE  -        2007.00
 FQ0368  X           -  -1,911,629.135 (meters)                     COMP
 FQ0368  Y           -  -4,805,555.888 (meters)                     COMP
 FQ0368  Z           -   3,723,316.750 (meters)                     COMP
 FQ0368  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 FQ0368  ELLIP HEIGHT-        1846.072 (meters)          (02/10/07) ADJUSTED
 FQ0368  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0368  DYNAMIC HT  -        1866.810 (meters)    6124.69  (feet)  COMP
 FQ0368
 FQ0368  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0368  Type    PID    Designation                      North   East  Ellip
 FQ0368  -------------------------------------------------------------------
 FQ0368  NETWORK FQ0368 M 62                              0.45   0.31   0.86
 FQ0368  -------------------------------------------------------------------
 FQ0368  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 FQ0368
 FQ0368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0368
 FQ0368.The horizontal coordinates were established by GPS observations
 FQ0368.and adjusted by the National Geodetic Survey in February 2007.
 FQ0368
 FQ0368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0368.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0368.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0368.The epoch date for horizontal control is a decimal equivalence
 FQ0368.of Year/Month/Day.
 FQ0368
 FQ0368.The orthometric height was determined by differential leveling
 FQ0368.and adjusted by the  in 1992.
 FQ0368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0368.rate of 0.0 thru 1.0 mm/km.
 FQ0368
 FQ0368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0368
 FQ0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0368
 FQ0368.The ellipsoidal height was determined by GPS observations
 FQ0368.and is referenced to NAD 83.
 FQ0368
 FQ0368.The geoid height was determined by GEOID03.
 FQ0368
 FQ0368.The dynamic height is computed by dividing the NAVD 88
 FQ0368.geopotential number by the normal gravity value computed on the
 FQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0368.degrees latitude (g = 980.6199 gals.).
 FQ0368
 FQ0368.The modeled gravity was interpolated from observed gravity values.
 FQ0368
 FQ0368;                    North         East     Units Scale Factor Converg.
 FQ0368;SPC AZ C     -   547,175.103   233,591.424   MT  0.99990504   +0 07 53.7
 FQ0368;SPC AZ C     - 1,795,193.91    766,376.06   iFT  0.99990504   +0 07 53.7
 FQ0368;UTM  12      - 3,976,811.147   437,538.727   MT  0.99964807   -0 24 22.9
 FQ0368
 FQ0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0368!SPC AZ C     -   0.99971034  x   0.99990504  =   0.99961541
 FQ0368!UTM  12      -   0.99971034  x   0.99964807  =   0.99935851
 FQ0368
 FQ0368                          SUPERSEDED SURVEY CONTROL
 FQ0368
 FQ0368  NAD 83(1992)-  35 56 01.15073(N)    111 41 32.80724(W) AD(       ) B
 FQ0368  ELLIP H (08/22/05) 1846.073  (m)                       GP(       ) 3 1
 FQ0368  NAVD 88 (08/22/05) 1869.36   (m)         6133.1    (f) LEVELING    3  
 FQ0368  NGVD 29 (??/??/92) 1868.324  (m)         6129.66   (f) ADJ UNCH    2 0
 FQ0368
 FQ0368.Superseded values are not recommended for survey control.
 FQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0368.See file dsdata.txt to determine how the superseded data were derived.
 FQ0368
 FQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3753976811(NAD 83)
 FQ0368_MARKER: DB = BENCH MARK DISK
 FQ0368_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0368_SP_SET: LIMESTONE LEDGE
 FQ0368_STAMPING: M 62 1934
 FQ0368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0368+STABILITY: POSITION/ELEVATION WELL
 FQ0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0368+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FQ0368
 FQ0368  HISTORY     - Date     Condition        Report By
 FQ0368  HISTORY     - 1934     MONUMENTED       CGS
 FQ0368  HISTORY     - 1977     GOOD             NGS
 FQ0368  HISTORY     - 20050401 GOOD             NGS
 FQ0368
 FQ0368                          STATION DESCRIPTION
 FQ0368
 FQ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0368'19.5 MI W FROM CAMERON.
 FQ0368'ABOUT 19.5 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0368'COUNTY, ABOUT 50 YARDS EAST OF A 2-FOOT GALVANIZED-IRON CULVERT, AT
 FQ0368'THE EAST RIM OF A DEEP CANYON, ABOUT 70 FEET NORTH OF THE WEST END OF
 FQ0368'A CUT, 89 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP
 FQ0368'OF A LIMESTONE LEDGE.  A STANDARD DISK, STAMPED M 62 1934.
 FQ0368
 FQ0368                          STATION RECOVERY (1977)
 FQ0368
 FQ0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0368'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0368'DESCRIPTION FOLLOWS-- TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH
 FQ0368'ON U.S. HWY. 89 FOR ABOUT 1 MILE TO JUNCTION WITH STATE ROUTE 64, GO
 FQ0368'WEST ON HWY. 64 FOR 16 MILES TO MILE POST 280, ABOUT 100 FEET BEFORE
 FQ0368'YOU REACH THE MILE POST, TURN LEFT, AND GO TO OLD HWY., TURN RIGHT ON
 FQ0368'OLD HWY. AND GO 1.90 MILES TO STATION ON THE RIGHT ABOUT 50 YARDS
 FQ0368'EAST OF A 2 FOOT GALVANIZED-IRON CULVERT, AT THE EAST RIM OF A DEEP
 FQ0368'CANYON, ABOUT 70 FEET NORTH OF THE WEST END OF A CUT, 89 FEET NORTH
 FQ0368'OF CENTERLINE OF HWY., AND IN THE TOP OF A LIMESTONE LEDGE ABOUT 3
 FQ0368'FEET HIGHER THAN HWY. NOTE-- FUTURE WORK ON REALIGNMENT OF STATE HWY.
 FQ0368'64 WILL CHANGE MILEAGE.
 FQ0368
 FQ0368                          STATION RECOVERY (2005)
 FQ0368
 FQ0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FQ0368'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0003 ***********************************************************************
 FQ0003  DESIGNATION -  M 64
 FQ0003  PID         -  FQ0003
 FQ0003  STATE/COUNTY-  AZ/NAVAJO
 FQ0003  USGS QUAD   -  POLACCA (1991)
 FQ0003
 FQ0003                         *CURRENT SURVEY CONTROL
 FQ0003  ___________________________________________________________________
 FQ0003* NAD 83(1986)-  35 48 11.     (N)    110 26 34.     (W)     SCALED    
 FQ0003* NAVD 88     -      1707.807  (meters)    5603.03   (feet)  ADJUSTED  
 FQ0003  ___________________________________________________________________
 FQ0003  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 FQ0003  DYNAMIC HT  -        1705.596 (meters)    5595.78  (feet)  COMP
 FQ0003  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 FQ0003
 FQ0003  VERT ORDER  -  SECOND    CLASS 0
 FQ0003
 FQ0003.The horizontal coordinates were scaled from a topographic map and have
 FQ0003.an estimated accuracy of +/- 6 seconds.
 FQ0003
 FQ0003.The orthometric height was determined by differential leveling
 FQ0003.and adjusted in June 1991.
 FQ0003
 FQ0003.The geoid height was determined by GEOID03.
 FQ0003
 FQ0003.The dynamic height is computed by dividing the NAVD 88
 FQ0003.geopotential number by the normal gravity value computed on the
 FQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0003.degrees latitude (g = 980.6199 gals.).
 FQ0003
 FQ0003.The modeled gravity was interpolated from observed gravity values.
 FQ0003
 FQ0003;                    North         East    Units  Estimated Accuracy
 FQ0003;SPC AZ E     -   532,700.      188,410.      MT  (+/- 180 meters Scaled)
 FQ0003
 FQ0003                          SUPERSEDED SURVEY CONTROL
 FQ0003
 FQ0003  NGVD 29 (??/??/92) 1706.927  (m)         5600.14   (f) ADJ UNCH    2 0
 FQ0003
 FQ0003.Superseded values are not recommended for survey control.
 FQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0003.See file dsdata.txt to determine how the superseded data were derived.
 FQ0003
 FQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE503622(NAD 83)
 FQ0003_MARKER: DB = BENCH MARK DISK
 FQ0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0003_SP_SET: APRON
 FQ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0003
 FQ0003  HISTORY     - Date     Condition        Report By
 FQ0003  HISTORY     - UNK      MONUMENTED       CGS
 FQ0003  HISTORY     - 1955     GOOD             NGS
 FQ0003  HISTORY     - 19860416 MARK NOT FOUND   USGS
 FQ0003
 FQ0003                          STATION DESCRIPTION
 FQ0003
 FQ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0003'13.6 MI E FROM ORAIBI.
 FQ0003'ABOUT 13.6 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, THENCE
 FQ0003'0.3 MILE NORTH, 20 FEET SOUTH OF A WINDMILL, 8 FEET SOUTH OF A
 FQ0003'CYLINDRICAL CONCRETE TANK, IN THE TOP OF THE CONCRETE APRON OF A WATER
 FQ0003'TROUGH, 5 FT. SOUTH OF THE NORTH END OF THE TROUGH.  THE STAMPING ON
 FQ0003'THE DISK HAS BEEN WORN OFF AND IS NO LONGER LEGIBLE.
 FQ0003
 FQ0003                          STATION RECOVERY (1986)
 FQ0003
 FQ0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0209 ***********************************************************************
 ES0209  DESIGNATION -  M 65
 ES0209  PID         -  ES0209
 ES0209  STATE/COUNTY-  AZ/NAVAJO
 ES0209  USGS QUAD   -  O W POINT (1990)
 ES0209
 ES0209                         *CURRENT SURVEY CONTROL
 ES0209  ___________________________________________________________________
 ES0209* NAD 83(1986)-  34 15 21.     (N)    110 51 08.     (W)     SCALED    
 ES0209* NAVD 88     -      2216.379  (meters)    7271.57   (feet)  ADJUSTED  
 ES0209  ___________________________________________________________________
 ES0209  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0209  DYNAMIC HT  -        2212.995 (meters)    7260.47  (feet)  COMP
 ES0209  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 ES0209
 ES0209  VERT ORDER  -  SECOND    CLASS 0
 ES0209
 ES0209.The horizontal coordinates were scaled from a topographic map and have
 ES0209.an estimated accuracy of +/- 6 seconds.
 ES0209
 ES0209.The orthometric height was determined by differential leveling
 ES0209.and adjusted in June 1991.
 ES0209
 ES0209.The geoid height was determined by GEOID03.
 ES0209
 ES0209.The dynamic height is computed by dividing the NAVD 88
 ES0209.geopotential number by the normal gravity value computed on the
 ES0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0209.degrees latitude (g = 980.6199 gals.).
 ES0209
 ES0209.The modeled gravity was interpolated from observed gravity values.
 ES0209
 ES0209;                    North         East    Units  Estimated Accuracy
 ES0209;SPC AZ E     -   361,240.      150,220.      MT  (+/- 180 meters Scaled)
 ES0209
 ES0209                          SUPERSEDED SURVEY CONTROL
 ES0209
 ES0209  NGVD 29 (??/??/92) 2215.335  (m)         7268.14   (f) ADJ UNCH    2 0
 ES0209
 ES0209.Superseded values are not recommended for survey control.
 ES0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0209.See file dsdata.txt to determine how the superseded data were derived.
 ES0209
 ES0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC136905(NAD 83)
 ES0209_MARKER: DB = BENCH MARK DISK
 ES0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0209_STAMPING: M-65 1934
 ES0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0209+STABILITY: SURFACE MOTION
 ES0209
 ES0209  HISTORY     - Date     Condition        Report By
 ES0209  HISTORY     - 1934     MONUMENTED       CGS
 ES0209  HISTORY     - 1960     GOOD             USGS
 ES0209
 ES0209                          STATION DESCRIPTION
 ES0209
 ES0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0209'25.4 MI SW FROM HEBER.
 ES0209'ON HEBER-PAYSON ROAD, 1.4 MILES NORTH EAST OF COLCORD TOWER, 50 FT.
 ES0209'WEST OF CENTER LINE OF ROAD, 6 FT. ABOVE ROAD LEVEL.
 ES0209
 ES0209                          STATION RECOVERY (1960)
 ES0209
 ES0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0031 ***********************************************************************
 FQ0031  DESIGNATION -  M 66
 FQ0031  PID         -  FQ0031
 FQ0031  STATE/COUNTY-  AZ/NAVAJO
 FQ0031  USGS QUAD   -  MITTEN PEAK (1972)
 FQ0031
 FQ0031                         *CURRENT SURVEY CONTROL
 FQ0031  ___________________________________________________________________
 FQ0031* NAD 83(1986)-  35 11 18.     (N)    110 05 19.     (W)     SCALED    
 FQ0031* NAVD 88     -      1691.845  (meters)    5550.66   (feet)  ADJUSTED  
 FQ0031  ___________________________________________________________________
 FQ0031  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0031  DYNAMIC HT  -        1689.573 (meters)    5543.21  (feet)  COMP
 FQ0031  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 FQ0031
 FQ0031  VERT ORDER  -  SECOND    CLASS 0
 FQ0031
 FQ0031.The horizontal coordinates were scaled from a topographic map and have
 FQ0031.an estimated accuracy of +/- 6 seconds.
 FQ0031
 FQ0031.The orthometric height was determined by differential leveling
 FQ0031.and adjusted in June 1991.
 FQ0031
 FQ0031.The geoid height was determined by GEOID03.
 FQ0031
 FQ0031.The dynamic height is computed by dividing the NAVD 88
 FQ0031.geopotential number by the normal gravity value computed on the
 FQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0031.degrees latitude (g = 980.6199 gals.).
 FQ0031
 FQ0031.The modeled gravity was interpolated from observed gravity values.
 FQ0031
 FQ0031;                    North         East    Units  Estimated Accuracy
 FQ0031;SPC AZ E     -   464,470.      220,470.      MT  (+/- 180 meters Scaled)
 FQ0031
 FQ0031                          SUPERSEDED SURVEY CONTROL
 FQ0031
 FQ0031  NGVD 29 (??/??/92) 1691.012  (m)         5547.93   (f) ADJ UNCH    2 0
 FQ0031
 FQ0031.Superseded values are not recommended for survey control.
 FQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0031.See file dsdata.txt to determine how the superseded data were derived.
 FQ0031
 FQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD829943(NAD 83)
 FQ0031_MARKER: DB = BENCH MARK DISK
 FQ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0031_STAMPING: M 66 1934
 FQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0031+STABILITY: SURFACE MOTION
 FQ0031
 FQ0031  HISTORY     - Date     Condition        Report By
 FQ0031  HISTORY     - 1934     MONUMENTED       CGS
 FQ0031  HISTORY     - 1956     GOOD             NGS
 FQ0031  HISTORY     - 1972     MARK NOT FOUND   USGS
 FQ0031
 FQ0031                          STATION DESCRIPTION
 FQ0031
 FQ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FQ0031'16.5 MI S FROM INDIAN WELLS.
 FQ0031'ABOUT 16.5 MILES SOUTH ALONG THE HOLBROOK-KEAMS CANYON ROAD FROM
 FQ0031'INDIAN WELLS AND 20 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 FQ0031'STANDARD DISK IN A CONCRETE POST PROJECTING 4 INCHES.
 FQ0031
 FQ0031                          STATION RECOVERY (1972)
 FQ0031
 FQ0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0507 ***********************************************************************
 DU0507  DESIGNATION -  M 67
 DU0507  PID         -  DU0507
 DU0507  STATE/COUNTY-  AZ/PINAL
 DU0507  USGS QUAD   -  GRAYBACK (1964)
 DU0507
 DU0507                         *CURRENT SURVEY CONTROL
 DU0507  ___________________________________________________________________
 DU0507* NAD 83(1986)-  33 06 11.     (N)    111 07 22.     (W)     SCALED    
 DU0507* NAVD 88     -       510.04   (+/-2cm)    1673.4    (feet)  VERTCON   
 DU0507  ___________________________________________________________________
 DU0507  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DU0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0507
 DU0507.The horizontal coordinates were scaled from a topographic map and have
 DU0507.an estimated accuracy of +/- 6 seconds.
 DU0507
 DU0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0507.The vertical order pertains to the NGVD 29 superseded value.
 DU0507
 DU0507.The geoid height was determined by GEOID03.
 DU0507
 DU0507;                    North         East    Units  Estimated Accuracy
 DU0507;SPC AZ C     -   233,460.      287,460.      MT  (+/- 180 meters Scaled)
 DU0507
 DU0507                          SUPERSEDED SURVEY CONTROL
 DU0507
 DU0507  NGVD 29 (??/??/92)  509.432  (m)         1671.36   (f) ADJ UNCH    2 0
 DU0507
 DU0507.Superseded values are not recommended for survey control.
 DU0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0507.See file dsdata.txt to determine how the superseded data were derived.
 DU0507
 DU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB885627(NAD 83)
 DU0507_MARKER: DB = BENCH MARK DISK
 DU0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0507_STAMPING: M 67 1934
 DU0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0507+STABILITY: SURFACE MOTION
 DU0507
 DU0507  HISTORY     - Date     Condition        Report By
 DU0507  HISTORY     - 1934     MONUMENTED       CGS
 DU0507
 DU0507                          STATION DESCRIPTION
 DU0507
 DU0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0507'1.8 MI E FROM COCHRAN.
 DU0507'1.8 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN, 6
 DU0507'FEET NORTH OF MILEPOST 977, 100 YARDS SOUTH OF THE BANK OF GILA RIVER,
 DU0507'AND 27 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 DU0507'STAMPED M 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0560 ***********************************************************************
 DU0560  DESIGNATION -  M 68
 DU0560  PID         -  DU0560
 DU0560  STATE/COUNTY-  AZ/PINAL
 DU0560  USGS QUAD   -  MAGMA (1956)
 DU0560
 DU0560                         *CURRENT SURVEY CONTROL
 DU0560  ___________________________________________________________________
 DU0560* NAD 83(1986)-  33 07 48.     (N)    111 29 52.     (W)     SCALED    
 DU0560* NAVD 88     -       462.392  (meters)    1517.03   (feet)  ADJUSTED  
 DU0560  ___________________________________________________________________
 DU0560  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0560  DYNAMIC HT  -         461.833 (meters)    1515.20  (feet)  COMP
 DU0560  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 DU0560  OBS GRAVITY -     979,417.6   (mgal)                       GRAV_OBS
 DU0560
 DU0560  VERT ORDER  -  FIRST     CLASS II
 DU0560
 DU0560.The horizontal coordinates were scaled from a topographic map and have
 DU0560.an estimated accuracy of +/- 6 seconds.
 DU0560
 DU0560.The orthometric height was determined by differential leveling
 DU0560.and adjusted in November 1993.
 DU0560
 DU0560.The geoid height was determined by GEOID03.
 DU0560
 DU0560.The dynamic height is computed by dividing the NAVD 88
 DU0560.geopotential number by the normal gravity value computed on the
 DU0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0560.degrees latitude (g = 980.6199 gals.).
 DU0560
 DU0560.The modeled gravity was interpolated from observed gravity values.
 DU0560.The observed gravity was obtained from relative gravimeter ties
 DU0560.to the IGSN71 gravity network.
 DU0560
 DU0560;                    North         East    Units  Estimated Accuracy
 DU0560;SPC AZ C     -   236,250.      252,450.      MT  (+/- 180 meters Scaled)
 DU0560
 DU0560                          SUPERSEDED SURVEY CONTROL
 DU0560
 DU0560  NGVD 29 (??/??/92)  461.970  (m)         1515.65   (f) ADJ UNCH    1 2
 DU0560
 DU0560.Superseded values are not recommended for survey control.
 DU0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0560.See file dsdata.txt to determine how the superseded data were derived.
 DU0560
 DU0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB535658(NAD 83)
 DU0560_MARKER: DB = BENCH MARK DISK
 DU0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0560_SP_SET: CONCRETE POST
 DU0560_STAMPING: M 68 1934
 DU0560_MARK LOGO: CGS   
 DU0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0560+STABILITY: SURFACE MOTION
 DU0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0560+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1992
 DU0560
 DU0560  HISTORY     - Date     Condition        Report By
 DU0560  HISTORY     - 1934     MONUMENTED       CGS
 DU0560  HISTORY     - 1967     GOOD             NGS
 DU0560  HISTORY     - 19920111 GOOD             NGS
 DU0560  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 DU0560
 DU0560                          STATION DESCRIPTION
 DU0560
 DU0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0560'0.2 MI SE FROM MAGMA.
 DU0560'ABOUT 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0560'STATION SIGN AT MAGMA, IN S 35, T 3 S, R 8 E, 28 FEET SOUTHWEST OF THE
 DU0560'SOUTHWEST RAIL OF THE TRACK, 47 FEET WEST AND ACROSS THE TRACKS FROM A
 DU0560'SWITCH STAND AT THE SOUTHEAST END OF A SIDING, 3 FEET SOUTHEAST OF
 DU0560'MILEPOST 950, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET
 DU0560'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 DU0560'PROJECTING 3 INCHES.
 DU0560
 DU0560                          STATION RECOVERY (1992)
 DU0560
 DU0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0560'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0560'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0560'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 7.5 KM
 DU0560'(4.65 MI) NORTHERLY ALONG FELIX ROAD, THENCE 2.8 KM (1.75 MI)
 DU0560'WESTERLY ALONG ARIZONA FARMS ROAD, THENCE 1.7 KM (1.05 MI)
 DU0560'NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 14.6 M (47.9 FT)
 DU0560'WEST OF A SWITCH STAND, 8.6 M (28.2 FT) SOUTHWEST OF THE NEAR RAIL,
 DU0560'1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTHWEST
 DU0560'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) BELOW THE
 DU0560'GROUND SURFACE.
 DU0560
 DU0560                          STATION RECOVERY (2006)
 DU0560
 DU0560'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0560'THE WITNESS POST WAS NOT FOUND, THE MARK MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0223 ***********************************************************************
 DT0223  DESIGNATION -  M 69
 DT0223  PID         -  DT0223
 DT0223  STATE/COUNTY-  AZ/GREENLEE
 DT0223  USGS QUAD   -  BEAVERHEAD (1991)
 DT0223
 DT0223                         *CURRENT SURVEY CONTROL
 DT0223  ___________________________________________________________________
 DT0223* NAD 83(1986)-  33 44 22.     (N)    109 12 25.     (W)     SCALED    
 DT0223* NAVD 88     -      2387.850  (meters)    7834.14   (feet)  ADJUSTED  
 DT0223  ___________________________________________________________________
 DT0223  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DT0223  DYNAMIC HT  -        2383.924 (meters)    7821.26  (feet)  COMP
 DT0223  MODELED GRAV-     978,906.2   (mgal)                       NAVD 88
 DT0223
 DT0223  VERT ORDER  -  SECOND    CLASS 0
 DT0223
 DT0223.The horizontal coordinates were scaled from a topographic map and have
 DT0223.an estimated accuracy of +/- 6 seconds.
 DT0223
 DT0223.The orthometric height was determined by differential leveling
 DT0223.and adjusted in June 1991.
 DT0223
 DT0223.The geoid height was determined by GEOID03.
 DT0223
 DT0223.The dynamic height is computed by dividing the NAVD 88
 DT0223.geopotential number by the normal gravity value computed on the
 DT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0223.degrees latitude (g = 980.6199 gals.).
 DT0223
 DT0223.The modeled gravity was interpolated from observed gravity values.
 DT0223
 DT0223;                    North         East    Units  Estimated Accuracy
 DT0223;SPC AZ E     -   304,170.      302,290.      MT  (+/- 180 meters Scaled)
 DT0223
 DT0223                          SUPERSEDED SURVEY CONTROL
 DT0223
 DT0223  NGVD 29 (??/??/92) 2386.758  (m)         7830.56   (f) ADJ UNCH    2 0
 DT0223
 DT0223.Superseded values are not recommended for survey control.
 DT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0223.See file dsdata.txt to determine how the superseded data were derived.
 DT0223
 DT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC660347(NAD 83)
 DT0223_MARKER: DB = BENCH MARK DISK
 DT0223_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0223_SP_SET: UNSPECIFIED ROCK
 DT0223_STAMPING: M-69 1934
 DT0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0223
 DT0223  HISTORY     - Date     Condition        Report By
 DT0223  HISTORY     - 1934     MONUMENTED       CGS
 DT0223
 DT0223                          STATION DESCRIPTION
 DT0223
 DT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0223'12.1 MI S FROM ALPINE.
 DT0223'12.1 MI SOUTH ON STATE HWY NO.71 ON STATE HWY NO.71, AND 34 FEET WEST
 DT0223'OF THE CENERLINE OF THE HIGHWAY.  AND 9 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0219 ***********************************************************************
 ES0219  DESIGNATION -  M 7
 ES0219  PID         -  ES0219
 ES0219  STATE/COUNTY-  AZ/NAVAJO
 ES0219  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0219
 ES0219                         *CURRENT SURVEY CONTROL
 ES0219  ___________________________________________________________________
 ES0219* NAD 83(1986)-  34 20 31.     (N)    110 43 07.     (W)     SCALED    
 ES0219* NAVD 88     -      2248.557  (meters)    7377.14   (feet)  ADJUSTED  
 ES0219  ___________________________________________________________________
 ES0219  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0219  DYNAMIC HT  -        2245.150 (meters)    7365.96  (feet)  COMP
 ES0219  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 ES0219
 ES0219  VERT ORDER  -  SECOND    CLASS 0
 ES0219
 ES0219.The horizontal coordinates were scaled from a topographic map and have
 ES0219.an estimated accuracy of +/- 6 seconds.
 ES0219
 ES0219.The orthometric height was determined by differential leveling
 ES0219.and adjusted in June 1991.
 ES0219
 ES0219.The geoid height was determined by GEOID03.
 ES0219
 ES0219.The dynamic height is computed by dividing the NAVD 88
 ES0219.geopotential number by the normal gravity value computed on the
 ES0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0219.degrees latitude (g = 980.6199 gals.).
 ES0219
 ES0219.The modeled gravity was interpolated from observed gravity values.
 ES0219
 ES0219;                    North         East    Units  Estimated Accuracy
 ES0219;SPC AZ E     -   370,720.      162,580.      MT  (+/- 180 meters Scaled)
 ES0219
 ES0219                          SUPERSEDED SURVEY CONTROL
 ES0219
 ES0219  NGVD 29 (??/??/92) 2247.527  (m)         7373.76   (f) ADJ UNCH    2 0
 ES0219
 ES0219.Superseded values are not recommended for survey control.
 ES0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0219.See file dsdata.txt to determine how the superseded data were derived.
 ES0219
 ES0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD258001(NAD 83)
 ES0219_MARKER: DD = SURVEY DISK
 ES0219_SETTING: 80 = SET IN A BOULDER
 ES0219_SP_SET: BOULDER
 ES0219_STAMPING: M-7 1934
 ES0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0219+STABILITY: SURFACE MOTION
 ES0219
 ES0219  HISTORY     - Date     Condition        Report By
 ES0219  HISTORY     - 1934     MONUMENTED       USGS
 ES0219  HISTORY     - 1934     GOOD             NGS
 ES0219
 ES0219                          STATION DESCRIPTION
 ES0219
 ES0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0219'10.9 MI W FROM HEBER.
 ES0219'ON GLOBE TO HOLBROOK ROAD 290 FEET WEST OF 18 IN. CULVERT.  40 FEET
 ES0219'SOUTH OF CENTER LINE OF HIWAY.  SET IN TOP OF A SAND STONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0310 ***********************************************************************
 ES0310  DESIGNATION -  M 7
 ES0310  PID         -  ES0310
 ES0310  STATE/COUNTY-  AZ/GILA
 ES0310  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0310
 ES0310                         *CURRENT SURVEY CONTROL
 ES0310  ___________________________________________________________________
 ES0310* NAD 83(1986)-  34 14 30.     (N)    111 18 37.     (W)     SCALED    
 ES0310* NAVD 88     -      1526.697  (meters)    5008.84   (feet)  ADJUSTED  
 ES0310  ___________________________________________________________________
 ES0310  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 ES0310  DYNAMIC HT  -        1524.588 (meters)    5001.92  (feet)  COMP
 ES0310  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 ES0310
 ES0310  VERT ORDER  -  SECOND    CLASS 0
 ES0310
 ES0310.The horizontal coordinates were scaled from a topographic map and have
 ES0310.an estimated accuracy of +/- 6 seconds.
 ES0310
 ES0310.The orthometric height was determined by differential leveling
 ES0310.and adjusted in June 1991.
 ES0310
 ES0310.The geoid height was determined by GEOID03.
 ES0310
 ES0310.The dynamic height is computed by dividing the NAVD 88
 ES0310.geopotential number by the normal gravity value computed on the
 ES0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0310.degrees latitude (g = 980.6199 gals.).
 ES0310
 ES0310.The modeled gravity was interpolated from observed gravity values.
 ES0310
 ES0310;                    North         East    Units  Estimated Accuracy
 ES0310;SPC AZ E     -   360,050.      108,020.      MT  (+/- 180 meters Scaled)
 ES0310
 ES0310                          SUPERSEDED SURVEY CONTROL
 ES0310
 ES0310  NGVD 29 (??/??/92) 1525.934  (m)         5006.34   (f) ADJ UNCH    2 0
 ES0310
 ES0310.Superseded values are not recommended for survey control.
 ES0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0310.See file dsdata.txt to determine how the superseded data were derived.
 ES0310
 ES0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC714889(NAD 83)
 ES0310_MARKER: DD = SURVEY DISK
 ES0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0310_SP_SET: CATTLE GUARD
 ES0310_STAMPING: M-7 1933 5006
 ES0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0310
 ES0310  HISTORY     - Date     Condition        Report By
 ES0310  HISTORY     - 1933     MONUMENTED       USGS
 ES0310  HISTORY     - 1934     GOOD             NGS
 ES0310  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0310
 ES0310                          STATION DESCRIPTION
 ES0310
 ES0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0310'2.4 MI NE FROM PAYSON.
 ES0310'ON PAYSON - HEBER ROAD, 55 FT. SOUTH WEST OF ROAD FORK EAST TO TURKEY
 ES0310'SPRINGS, 40 FT. SOUTH EAST OF SECONDARY TRUCK ROAD, ON SOUTH CONCRETE
 ES0310'HEADWALL OF STEEL CATTLE GUARD.
 ES0310
 ES0310                          STATION RECOVERY (2005)
 ES0310
 ES0310'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0310'MARK NOT FOUND.   NO CATTLE GUARD OR MARK.  MOTEL IS NOW THERE WITH
 ES0310'PAVED PARKING AREA WHERE MARK IS STATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0233 ***********************************************************************
 GP0233  DESIGNATION -  M 7
 GP0233  PID         -  GP0233
 GP0233  STATE/COUNTY-  AZ/COCONINO
 GP0233  USGS QUAD   -  LEES FERRY (1985)
 GP0233
 GP0233                         *CURRENT SURVEY CONTROL
 GP0233  ___________________________________________________________________
 GP0233* NAD 83(1986)-  36 51 49.     (N)    111 34 34.     (W)     SCALED    
 GP0233* NAVD 88     -       960.279  (meters)    3150.52   (feet)  POSTED    
 GP0233  ___________________________________________________________________
 GP0233  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0233  DYNAMIC HT  -         959.210 (meters)    3147.01  (feet)  COMP
 GP0233  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 GP0233
 GP0233  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0233
 GP0233.The horizontal coordinates were scaled from a topographic map and have
 GP0233.an estimated accuracy of +/- 6 seconds.
 GP0233
 GP0233.The orthometric height was determined by differential leveling
 GP0233.and adjusted by the  in 1992.
 GP0233.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0233.rate of 0.0 thru 1.0 mm/km.
 GP0233
 GP0233.The geoid height was determined by GEOID03.
 GP0233
 GP0233.The dynamic height is computed by dividing the NAVD 88
 GP0233.geopotential number by the normal gravity value computed on the
 GP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0233.degrees latitude (g = 980.6199 gals.).
 GP0233
 GP0233.The modeled gravity was interpolated from observed gravity values.
 GP0233
 GP0233;                    North         East    Units  Estimated Accuracy
 GP0233;SPC AZ C     -   650,390.      243,720.      MT  (+/- 180 meters Scaled)
 GP0233
 GP0233                          SUPERSEDED SURVEY CONTROL
 GP0233
 GP0233  NGVD 29 (??/??/92)  959.416  (m)         3147.68   (f) ADJ UNCH    1 2
 GP0233
 GP0233.Superseded values are not recommended for survey control.
 GP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0233.See file dsdata.txt to determine how the superseded data were derived.
 GP0233
 GP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF486798(NAD 83)
 GP0233_MARKER: DB = BENCH MARK DISK
 GP0233_SETTING: 80 = SET IN A BOULDER
 GP0233_SP_SET: BOULDER
 GP0233_STAMPING: 3147.684 M 7 1921
 GP0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0233+STABILITY: SURFACE MOTION
 GP0233
 GP0233  HISTORY     - Date     Condition        Report By
 GP0233  HISTORY     - 1921     MONUMENTED       CGS
 GP0233  HISTORY     - 1962     GOOD             NGS
 GP0233
 GP0233                          STATION DESCRIPTION
 GP0233
 GP0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0233'IN LEES FERRY.
 GP0233'AT LEES FERRY, COCONINO COUNTY, 4 MILES NORTHEAST (AIRLINE) FROM THE
 GP0233'NAVAJO BRIDGE OVER COLORADO RIVER, 4 MILES NORTHEAST (AIRLINE) FROM
 GP0233'THE MARBLE CANYON LODGE AND 7-1/2 MILES FROM IT BY ROAD, UPSTREAM
 GP0233'BEYOND THE RIVER GAGING STATION OF THE U.S. GEOLOGICAL SURVEY, 40 FEET
 GP0233'SOUTH OF THE SOUTHWEST CORNER OF A LOG CABIN, IN LINE WITH A SMALL LOG
 GP0233'HUT CLOSER TO THE BANK OF THE RIVER, NEAR A SMALL CAIRN, AND IN THE
 GP0233'TOP OF A SANDSTONE BOULDER FLUSH WITH THE GROUND. A STANDARD DISK,
 GP0233'STAMPED 3147.684 M 7 1921.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0324 ***********************************************************************
 DT0324  DESIGNATION -  M 70
 DT0324  PID         -  DT0324
 DT0324  STATE/COUNTY-  AZ/GREENLEE
 DT0324  USGS QUAD   -  ROSE PEAK (1967)
 DT0324
 DT0324                         *CURRENT SURVEY CONTROL
 DT0324  ___________________________________________________________________
 DT0324* NAD 83(1986)-  33 24 29.     (N)    109 21 00.     (W)     SCALED    
 DT0324* NAVD 88     -      2170.501  (meters)    7121.05   (feet)  ADJUSTED  
 DT0324  ___________________________________________________________________
 DT0324  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 DT0324  DYNAMIC HT  -        2167.040 (meters)    7109.70  (feet)  COMP
 DT0324  MODELED GRAV-     978,964.4   (mgal)                       NAVD 88
 DT0324
 DT0324  VERT ORDER  -  SECOND    CLASS 0
 DT0324
 DT0324.The horizontal coordinates were scaled from a topographic map and have
 DT0324.an estimated accuracy of +/- 6 seconds.
 DT0324
 DT0324.The orthometric height was determined by differential leveling
 DT0324.and adjusted in June 1991.
 DT0324
 DT0324.The geoid height was determined by GEOID03.
 DT0324
 DT0324.The dynamic height is computed by dividing the NAVD 88
 DT0324.geopotential number by the normal gravity value computed on the
 DT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0324.degrees latitude (g = 980.6199 gals.).
 DT0324
 DT0324.The modeled gravity was interpolated from observed gravity values.
 DT0324
 DT0324;                    North         East    Units  Estimated Accuracy
 DT0324;SPC AZ E     -   267,300.      289,320.      MT  (+/- 180 meters Scaled)
 DT0324
 DT0324                          SUPERSEDED SURVEY CONTROL
 DT0324
 DT0324  NGVD 29 (??/??/92) 2169.514  (m)         7117.81   (f) ADJ UNCH    2 0
 DT0324
 DT0324.Superseded values are not recommended for survey control.
 DT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0324.See file dsdata.txt to determine how the superseded data were derived.
 DT0324
 DT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB534977(NAD 83)
 DT0324_MARKER: DB = BENCH MARK DISK
 DT0324_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0324_SP_SET: UNSPECIFIED
 DT0324_STAMPING: M- 70 1934
 DT0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0324
 DT0324  HISTORY     - Date     Condition        Report By
 DT0324  HISTORY     - 1934     MONUMENTED       CGS
 DT0324  HISTORY     - 1967     GOOD             USGS
 DT0324
 DT0324                          STATION DESCRIPTION
 DT0324
 DT0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0324'37.5 MI N FROM CLIFTON.
 DT0324'37.5 MI NORTH ON STATE HWY NO. 71, FROM P.O. AT A RIGHT ANGLE TURN IN
 DT0324'THE HIGHWAY, 57 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  SET
 DT0324'IN A ROCK ABOUT 7 FEET IN DIAMETER, 1 1/2 FOOT HIGH, AND ABOUT 8 FEET
 DT0324'BELOW THE ROAD SURFACE.
 DT0324
 DT0324                          STATION RECOVERY (1967)
 DT0324
 DT0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0084 ***********************************************************************
 FQ0084  DESIGNATION -  M 71
 FQ0084  PID         -  FQ0084
 FQ0084  STATE/COUNTY-  AZ/COCONINO
 FQ0084  USGS QUAD   -  OLD LEUPP (1986)
 FQ0084
 FQ0084                         *CURRENT SURVEY CONTROL
 FQ0084  ___________________________________________________________________
 FQ0084* NAD 83(1986)-  35 18 42.     (N)    110 58 48.     (W)     SCALED    
 FQ0084* NAVD 88     -      1435.631  (meters)    4710.07   (feet)  ADJUSTED  
 FQ0084  ___________________________________________________________________
 FQ0084  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0084  DYNAMIC HT  -        1433.792 (meters)    4704.03  (feet)  COMP
 FQ0084  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 FQ0084
 FQ0084  VERT ORDER  -  SECOND    CLASS 0
 FQ0084
 FQ0084.The horizontal coordinates were scaled from a topographic map and have
 FQ0084.an estimated accuracy of +/- 6 seconds.
 FQ0084
 FQ0084.The orthometric height was determined by differential leveling
 FQ0084.and adjusted in June 1991.
 FQ0084
 FQ0084.The geoid height was determined by GEOID03.
 FQ0084
 FQ0084.The dynamic height is computed by dividing the NAVD 88
 FQ0084.geopotential number by the normal gravity value computed on the
 FQ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0084.degrees latitude (g = 980.6199 gals.).
 FQ0084
 FQ0084.The modeled gravity was interpolated from observed gravity values.
 FQ0084
 FQ0084;                    North         East    Units  Estimated Accuracy
 FQ0084;SPC AZ C     -   478,550.      298,530.      MT  (+/- 180 meters Scaled)
 FQ0084
 FQ0084                          SUPERSEDED SURVEY CONTROL
 FQ0084
 FQ0084  NGVD 29 (??/??/92) 1434.886  (m)         4707.62   (f) ADJ UNCH    2 0
 FQ0084
 FQ0084.Superseded values are not recommended for survey control.
 FQ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0084.See file dsdata.txt to determine how the superseded data were derived.
 FQ0084
 FQ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE018076(NAD 83)
 FQ0084_MARKER: DB = BENCH MARK DISK
 FQ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0084_STAMPING: M 71 1934
 FQ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0084+STABILITY: SURFACE MOTION
 FQ0084
 FQ0084  HISTORY     - Date     Condition        Report By
 FQ0084  HISTORY     - 1934     MONUMENTED       CGS
 FQ0084
 FQ0084                          STATION DESCRIPTION
 FQ0084
 FQ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0084'4.9 MI N FROM LEUPP.
 FQ0084'4.9 MILES NORTH ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP, COCONINO
 FQ0084'COUNTY, ABOUT 0.9 MILE NORTH OF THE NORTH END OF THE ASHURST BRIDGE
 FQ0084'OVER LITTLE COLORADO RIVER, ABOUT 190 FEET EAST OF A LOW FENCE AROUND
 FQ0084'A SMALL FIELD, 81 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 6
 FQ0084'FEET WEST OF A ROW OF POLES.  A STANDARD DISK, STAMPED M 71 1934 AND
 FQ0084'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0027 ***********************************************************************
 FQ0027  DESIGNATION -  M 72
 FQ0027  PID         -  FQ0027
 FQ0027  STATE/COUNTY-  AZ/NAVAJO
 FQ0027  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0027
 FQ0027                         *CURRENT SURVEY CONTROL
 FQ0027  ___________________________________________________________________
 FQ0027* NAD 83(1986)-  35 45 51.     (N)    110 08 17.     (W)     SCALED    
 FQ0027* NAVD 88     -      1901.098  (meters)    6237.19   (feet)  ADJUSTED  
 FQ0027  ___________________________________________________________________
 FQ0027  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 FQ0027  DYNAMIC HT  -        1898.560 (meters)    6228.86  (feet)  COMP
 FQ0027  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 FQ0027
 FQ0027  VERT ORDER  -  SECOND    CLASS 0
 FQ0027
 FQ0027.The horizontal coordinates were scaled from a topographic map and have
 FQ0027.an estimated accuracy of +/- 6 seconds.
 FQ0027
 FQ0027.The orthometric height was determined by differential leveling
 FQ0027.and adjusted in June 1991.
 FQ0027
 FQ0027.The geoid height was determined by GEOID03.
 FQ0027
 FQ0027.The dynamic height is computed by dividing the NAVD 88
 FQ0027.geopotential number by the normal gravity value computed on the
 FQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0027.degrees latitude (g = 980.6199 gals.).
 FQ0027
 FQ0027.The modeled gravity was interpolated from observed gravity values.
 FQ0027
 FQ0027;                    North         East    Units  Estimated Accuracy
 FQ0027;SPC AZ E     -   528,350.      215,950.      MT  (+/- 180 meters Scaled)
 FQ0027
 FQ0027                          SUPERSEDED SURVEY CONTROL
 FQ0027
 FQ0027  NGVD 29 (??/??/92) 1900.161  (m)         6234.11   (f) ADJ UNCH    2 0
 FQ0027
 FQ0027.Superseded values are not recommended for survey control.
 FQ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0027.See file dsdata.txt to determine how the superseded data were derived.
 FQ0027
 FQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE779581(NAD 83)
 FQ0027_MARKER: DB = BENCH MARK DISK
 FQ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0027_STAMPING: M 72 1934
 FQ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0027+STABILITY: SURFACE MOTION
 FQ0027
 FQ0027  HISTORY     - Date     Condition        Report By
 FQ0027  HISTORY     - 1934     MONUMENTED       CGS
 FQ0027  HISTORY     - 19860314 MARK NOT FOUND   USGS
 FQ0027
 FQ0027                          STATION DESCRIPTION
 FQ0027
 FQ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0027'5.9 MI S FROM KEAMS CANYON.
 FQ0027'5.9 MILES SOUTH ALONG THE HOLBROOK ROAD FROM KEAMS CANYON, NAVAJO
 FQ0027'COUNTY, 0.5 MILE NORTH OF A 70-FOOT WOODEN BRIDGE OVER A DRY WASH, 0.1
 FQ0027'MILE SOUTH OF THE NORTH END OF A LONG GRADE, 95 FEET SOUTHWEST OF
 FQ0027'TELEPHONE POLE 32, AND 32 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 FQ0027'STANDARD DISK, STAMPED M 72 1934 AND SET IN THE TOP OF A CONCRETE
 FQ0027'POST.
 FQ0027
 FQ0027                          STATION RECOVERY (1986)
 FQ0027
 FQ0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0263 ***********************************************************************
 CY0263  DESIGNATION -  M 73
 CY0263  PID         -  CY0263
 CY0263  STATE/COUNTY-  AZ/GREENLEE
 CY0263  USGS QUAD   -  YORK (1986)
 CY0263
 CY0263                         *CURRENT SURVEY CONTROL
 CY0263  ___________________________________________________________________
 CY0263* NAD 83(1986)-  32 56 00.     (N)    109 13 09.     (W)     SCALED    
 CY0263* NAVD 88     -      1053.90   (+/-2cm)    3457.7    (feet)  VERTCON   
 CY0263  ___________________________________________________________________
 CY0263  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CY0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0263
 CY0263.The horizontal coordinates were scaled from a topographic map and have
 CY0263.an estimated accuracy of +/- 6 seconds.
 CY0263
 CY0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0263.The vertical order pertains to the NGVD 29 superseded value.
 CY0263
 CY0263.The geoid height was determined by GEOID03.
 CY0263
 CY0263;                    North         East    Units  Estimated Accuracy
 CY0263;SPC AZ E     -   214,760.      301,970.      MT  (+/- 180 meters Scaled)
 CY0263
 CY0263                          SUPERSEDED SURVEY CONTROL
 CY0263
 CY0263  NGVD 29 (??/??/92) 1053.190  (m)         3455.34   (f) ADJ UNCH    2 0
 CY0263
 CY0263.Superseded values are not recommended for survey control.
 CY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0263.See file dsdata.txt to determine how the superseded data were derived.
 CY0263
 CY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB664453(NAD 83)
 CY0263_MARKER: DB = BENCH MARK DISK
 CY0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0263_STAMPING: M-73 1934
 CY0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0263+STABILITY: SURFACE MOTION
 CY0263
 CY0263  HISTORY     - Date     Condition        Report By
 CY0263  HISTORY     - 1934     MONUMENTED       CGS
 CY0263  HISTORY     - 1958     MARK NOT FOUND   NGS
 CY0263
 CY0263                          STATION DESCRIPTION
 CY0263
 CY0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0263'2.9 MI SE FROM GUTHRIE.
 CY0263'2.9 MI. S.E. ALONG A. AND N.M. RY. 2.9 MI. N.W. OF YORK.  9 POLES N.W.
 CY0263'OF MI. POLE 1202, 150 YDS. N.E. OF A RANCH HOUSE, AND 35 FT. W. OF THE
 CY0263'CENTER LINE OF TRACK.
 CY0263
 CY0263                          STATION RECOVERY (1958)
 CY0263
 CY0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CY0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0330 ***********************************************************************
 DT0330  DESIGNATION -  M 74
 DT0330  PID         -  DT0330
 DT0330  STATE/COUNTY-  AZ/GREENLEE
 DT0330  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0330
 DT0330                         *CURRENT SURVEY CONTROL
 DT0330  ___________________________________________________________________
 DT0330* NAD 83(1986)-  33 18 55.     (N)    109 20 57.     (W)     SCALED    
 DT0330* NAVD 88     -      1912.464  (meters)    6274.48   (feet)  ADJUSTED  
 DT0330  ___________________________________________________________________
 DT0330  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 DT0330  DYNAMIC HT  -        1909.526 (meters)    6264.84  (feet)  COMP
 DT0330  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 DT0330
 DT0330  VERT ORDER  -  SECOND    CLASS 0
 DT0330
 DT0330.The horizontal coordinates were scaled from a topographic map and have
 DT0330.an estimated accuracy of +/- 6 seconds.
 DT0330
 DT0330.The orthometric height was determined by differential leveling
 DT0330.and adjusted in June 1991.
 DT0330
 DT0330.The geoid height was determined by GEOID03.
 DT0330
 DT0330.The dynamic height is computed by dividing the NAVD 88
 DT0330.geopotential number by the normal gravity value computed on the
 DT0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0330.degrees latitude (g = 980.6199 gals.).
 DT0330
 DT0330.The modeled gravity was interpolated from observed gravity values.
 DT0330
 DT0330;                    North         East    Units  Estimated Accuracy
 DT0330;SPC AZ E     -   257,010.      289,480.      MT  (+/- 180 meters Scaled)
 DT0330
 DT0330                          SUPERSEDED SURVEY CONTROL
 DT0330
 DT0330  NGVD 29 (??/??/92) 1911.587  (m)         6271.60   (f) ADJ UNCH    2 0
 DT0330
 DT0330.Superseded values are not recommended for survey control.
 DT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0330.See file dsdata.txt to determine how the superseded data were derived.
 DT0330
 DT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB536874(NAD 83)
 DT0330_MARKER: DB = BENCH MARK DISK
 DT0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0330_STAMPING: M-74 1934
 DT0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0330+STABILITY: SURFACE MOTION
 DT0330
 DT0330  HISTORY     - Date     Condition        Report By
 DT0330  HISTORY     - 1934     MONUMENTED       CGS
 DT0330
 DT0330                          STATION DESCRIPTION
 DT0330
 DT0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0330'28.3 MI N FROM CLIFTON.
 DT0330'28.3 MI NORTH ON STATE HWY NO.71, FROM P.O. ABOUT 50 YDS EAST OF A
 DT0330'STEEP SLOPE TO THE CANYON, ABOUT 75 YDS SOUTHEAST OF THE CENTER OF A
 DT0330'CURVE, AND 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0331 ***********************************************************************
 DT0331  DESIGNATION -  M 74 RESET
 DT0331  PID         -  DT0331
 DT0331  STATE/COUNTY-  AZ/GREENLEE
 DT0331  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0331
 DT0331                         *CURRENT SURVEY CONTROL
 DT0331  ___________________________________________________________________
 DT0331* NAD 83(1986)-  33 18 56.     (N)    109 20 58.     (W)     SCALED    
 DT0331* NAVD 88     -      1913.79   (meters)    6278.8    (feet)  RESET     
 DT0331  ___________________________________________________________________
 DT0331  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 DT0331  VERT ORDER  -  THIRD
 DT0331
 DT0331.The horizontal coordinates were scaled from a topographic map and have
 DT0331.an estimated accuracy of +/- 6 seconds.
 DT0331
 DT0331.The orthometric height was computed from unverified reset data.
 DT0331.No vertical observational check was made to the station.
 DT0331
 DT0331.The geoid height was determined by GEOID03.
 DT0331
 DT0331;                    North         East    Units  Estimated Accuracy
 DT0331;SPC AZ E     -   257,040.      289,450.      MT  (+/- 180 meters Scaled)
 DT0331
 DT0331                          SUPERSEDED SURVEY CONTROL
 DT0331
 DT0331  NGVD 29 (??/??/??) 1912.91   (m)         6275.9    (f) RESET       3  
 DT0331
 DT0331.Superseded values are not recommended for survey control.
 DT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0331.See file dsdata.txt to determine how the superseded data were derived.
 DT0331
 DT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB536874(NAD 83)
 DT0331_MARKER: DB = BENCH MARK DISK
 DT0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0331_STAMPING: M 74 1934
 DT0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0331+STABILITY: SURFACE MOTION
 DT0331
 DT0331  HISTORY     - Date     Condition        Report By
 DT0331  HISTORY     - 1936     MONUMENTED       CGS
 DT0331  HISTORY     - 1936     GOOD             NGS
 DT0331
 DT0331                          STATION DESCRIPTION
 DT0331
 DT0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 DT0331'IN CLIFTON.
 DT0331'60 FEET NORTH AND 60 FEET EAST OF THE ORIGINAL MARK WHICH WAS
 DT0331'DESCRIBED AS FOLLOWS-- 28.3 MILES NORTH ALONG U.S. HIGHWAY 666 FROM
 DT0331'THE POST OFFICE AT CLIFTON, GREENLEE COUNTY, 75 YARDS SOUTHEAST OF THE
 DT0331'CENTER OF A CURVE, 50 YARDS EAST OF A STEEP SLOPE TO A CANYON, AND 36
 DT0331'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DT0331'M 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0768 ***********************************************************************
 DT0768  DESIGNATION -  M 74 RESET
 DT0768  PID         -  DT0768
 DT0768  STATE/COUNTY-  AZ/GREENLEE
 DT0768  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0768
 DT0768                         *CURRENT SURVEY CONTROL
 DT0768  ___________________________________________________________________
 DT0768* NAD 83(1992)-  33 18 55.52071(N)    109 20 58.70893(W)     ADJUSTED  
 DT0768* NAVD 88     -      1913.79   (+/-2cm)    6278.8    (feet)  VERTCON   
 DT0768  ___________________________________________________________________
 DT0768  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DT0768  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 DT0768  HORZ ORDER  -  SECOND
 DT0768  VERT ORDER  -  THIRD ? (See Below)
 DT0768
 DT0768.The horizontal coordinates were established by classical geodetic methods
 DT0768.and adjusted by the National Geodetic Survey in August 1993.
 DT0768
 DT0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0768.The vertical order pertains to the NGVD 29 superseded value.
 DT0768
 DT0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0768
 DT0768.The geoid height was determined by GEOID03.
 DT0768
 DT0768;                    North         East     Units Scale Factor Converg.
 DT0768;SPC AZ E     -   257,028.607   289,434.223   MT  0.99997133   +0 26 55.6
 DT0768;SPC AZ E     -   843,269.71    949,587.35   iFT  0.99997133   +0 26 55.6
 DT0768;UTM  12      - 3,687,471.033   653,627.215   MT  0.99989099   +0 54 23.9
 DT0768
 DT0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0768!SPC AZ E     -   0.99970347  x   0.99997133  =   0.99967481
 DT0768!UTM  12      -   0.99970347  x   0.99989099  =   0.99959449
 DT0768
 DT0768|---------------------------------------------------------------------|
 DT0768| PID    Reference Object                     Distance      Geod. Az  |
 DT0768|                                                           dddmmss.s |
 DT0768| CD1665 M 74 RM 2                            10.759 METERS 06802     |
 DT0768| CD1664 M 74 RM 1                             9.820 METERS 16238     |
 DT0768| DT0766 ROSE                                APPROX.13.8 KM 3514550.4 |
 DT0768| DT0765 ROSE PEAK LOOKOUT                   APPROX.14.0 KM 3514800.4 |
 DT0768|---------------------------------------------------------------------|
 DT0768
 DT0768                          SUPERSEDED SURVEY CONTROL
 DT0768
 DT0768  NAD 83(1986)-  33 18 55.51730(N)    109 20 58.70839(W) AD(       ) 2
 DT0768  NAD 27      -  33 18 55.30377(N)    109 20 56.43053(W) AD(       ) 2
 DT0768  NGVD 29 (07/19/86) 1912.91   (m)         6275.9    (f) LEVELING    3  
 DT0768
 DT0768.Superseded values are not recommended for survey control.
 DT0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0768.See file dsdata.txt to determine how the superseded data were derived.
 DT0768
 DT0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5362787471(NAD 83)
 DT0768_MARKER: DB = BENCH MARK DISK
 DT0768_SETTING: 0 = UNSPECIFIED SETTING
 DT0768
 DT0768  HISTORY     - Date     Condition        Report By
 DT0768  HISTORY     - 1967     MONUMENTED       USGS
 DT0768  HISTORY     - 1977     GOOD             NGS
 DT0768
 DT0768                          STATION DESCRIPTION
 DT0768
 DT0768'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJH)
 DT0768'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE, ARIZONA
 DT0768'1 AS FOLLOWS--
 DT0768'
 DT0768'RESET MARK IS 60 FT. N. AND 60 FT. E. OF THE ORIGINAL MARK
 DT0768'WHICH WAS DESCRIBED AS FOLLOWS--28.3 MI. N. OF THE POST OFFICE
 DT0768'AT CLIFTON ALONG U.S. HIGHWAY 666.  75 YARDS SE. OF THE CENTER
 DT0768'OF A CURVE.  50 YARDS E. OF A STEEP SLOPE TO A CANYON.  36
 DT0768'FT. W. OF THE CENTERLINE OF THE HIGHWAY.
 DT0768'
 DT0768'NOTE--BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 DT0768'BY ARIZONA STATE HIGHWAY DEPARTMENT IN JUNE 1936.
 DT0768
 DT0768                          STATION RECOVERY (1977)
 DT0768
 DT0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DT0768'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 DT0768'AND FOUND IN GOOD CONDITION.  THE DISTANCE TO RM CHECKED THE USGS
 DT0768'1967 MEASUREMENTS BUT DIRECTION TO RMS SEEMED TO BE OFF BY 10
 DT0768'DEGREES.
 DT0768'
 DT0768'THE STATION IS A USC AND GS SURVEY BENCH MARK DISK STAMPED M 74 1934
 DT0768'SET IN A CONCRETE POST PROJECTING 1.25 FEET AND IS 85 FEET EAST OF
 DT0768'HWY. CENTERLINE.
 DT0768'
 DT0768'REFERENCE MARK 2 IS A USGS DISK STAMPED RM NO 2 1967 AND IS SET IN
 DT0768'CONCRETE FLUSH WITH GROUND AND IS ABOUT 115 FEET EAST OF CENTERLINE
 DT0768'OF HWY.
 DT0768'
 DT0768'REFERENCE MARK 1 IS A USGS DISK STAMPED RM NO. 1 1967 SET IN
 DT0768'CONCRETE FLUSH WITH GROUND AND ABOUT 95 FEET FROM HWY. CENTERLINE.
 DT0768'
 DT0768'TO REACH FROM CLIFTON, TRAVEL NORTH ON U.S. HWY. 666 TO MILE POST
 DT0768'192.90 AND THE STATION ON THE RIGHT, EAST.  THE STATION IS ON THE
 DT0768'SOUTH END OF AN OPEN AREA KNOWN AS 4 BAR MESA.
 DT0768'
 DT0768'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0199 ***********************************************************************
 CG0199  DESIGNATION -  M 76
 CG0199  PID         -  CG0199
 CG0199  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0199  USGS QUAD   -  RIO RICO (1981)
 CG0199
 CG0199                         *CURRENT SURVEY CONTROL
 CG0199  ___________________________________________________________________
 CG0199* NAD 83(1986)-  31 23 32.     (N)    110 57 04.     (W)     SCALED    
 CG0199* NAVD 88     -      1115.28   (+/-2cm)    3659.0    (feet)  VERTCON   
 CG0199  ___________________________________________________________________
 CG0199  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0199  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0199
 CG0199.The horizontal coordinates were scaled from a topographic map and have
 CG0199.an estimated accuracy of +/- 6 seconds.
 CG0199
 CG0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0199.The vertical order pertains to the NGVD 29 superseded value.
 CG0199
 CG0199.The geoid height was determined by GEOID03.
 CG0199
 CG0199;                    North         East    Units  Estimated Accuracy
 CG0199;SPC AZ C     -    43,890.      305,190.      MT  (+/- 180 meters Scaled)
 CG0199
 CG0199                          SUPERSEDED SURVEY CONTROL
 CG0199
 CG0199  NGVD 29 (??/??/92) 1114.399  (m)         3656.16   (f) ADJ UNCH    1 2
 CG0199
 CG0199.Superseded values are not recommended for survey control.
 CG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0199.See file dsdata.txt to determine how the superseded data were derived.
 CG0199
 CG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV046730(NAD 83)
 CG0199_MARKER: DB = BENCH MARK DISK
 CG0199_SETTING: 80 = SET IN A BOULDER
 CG0199_SP_SET: BOULDER
 CG0199_STAMPING: M 76 1934
 CG0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0199+STABILITY: SURFACE MOTION
 CG0199
 CG0199  HISTORY     - Date     Condition        Report By
 CG0199  HISTORY     - 1934     MONUMENTED       CGS
 CG0199  HISTORY     - 1954     GOOD             NGS
 CG0199  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0199  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0199
 CG0199                          STATION DESCRIPTION
 CG0199
 CG0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0199'4.8 MI N FROM NOGALES.
 CG0199'4.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0199'STATION AT NOGALES, 50 1/2 FEET SOUTH OF MILEPOLE 1045, ABOUT 35 YARDS
 CG0199'SOUTHEAST OF AND ACROSS THE TRACK FROM A SMALL SHED ON THE WEST BANK
 CG0199'OF A CREEK, IN THE TOP OF A 2- BY 3-FOOT GRANITE BOULDER, 26.8 FEET
 CG0199'EAST OF THE EAST RAIL, 22.6 FEET WEST OF A FENCE, AND ABOUT 1 1/2 FEET
 CG0199'LOWER THAN THE TRACK.  NOTE-- SLANTING DISK.  ROD HELD ON LETTERS ODE
 CG0199'OF THE WORD GEODETIC DURING THE 1954 RELEVELING.
 CG0199
 CG0199                          STATION RECOVERY (1976)
 CG0199
 CG0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0199'MARK NOT FOUND.
 CG0199
 CG0199                          STATION RECOVERY (1980)
 CG0199
 CG0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0199'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED HAS
 CG0199'BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0151 ***********************************************************************
 CG0151  DESIGNATION -  M 77
 CG0151  PID         -  CG0151
 CG0151  STATE/COUNTY-  AZ/COCHISE
 CG0151  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG0151
 CG0151                         *CURRENT SURVEY CONTROL
 CG0151  ___________________________________________________________________
 CG0151* NAD 83(1986)-  31 38 04.     (N)    110 26 23.     (W)     SCALED    
 CG0151* NAVD 88     -      1377.93   (+/-2cm)    4520.8    (feet)  VERTCON   
 CG0151  ___________________________________________________________________
 CG0151  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CG0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0151
 CG0151.The horizontal coordinates were scaled from a topographic map and have
 CG0151.an estimated accuracy of +/- 6 seconds.
 CG0151
 CG0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0151.The vertical order pertains to the NGVD 29 superseded value.
 CG0151
 CG0151.The geoid height was determined by GEOID03.
 CG0151
 CG0151;                    North         East    Units  Estimated Accuracy
 CG0151;SPC AZ E     -    70,370.      187,460.      MT  (+/- 180 meters Scaled)
 CG0151
 CG0151                          SUPERSEDED SURVEY CONTROL
 CG0151
 CG0151  NGVD 29 (??/??/92) 1377.046  (m)         4517.86   (f) ADJ UNCH    2 0
 CG0151
 CG0151.Superseded values are not recommended for survey control.
 CG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0151.See file dsdata.txt to determine how the superseded data were derived.
 CG0151
 CG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA531000(NAD 83)
 CG0151_MARKER: DB = BENCH MARK DISK
 CG0151_SETTING: 80 = SET IN A BOULDER
 CG0151_SP_SET: BOULDER
 CG0151_STAMPING: M 77 1934
 CG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0151+STABILITY: SURFACE MOTION
 CG0151
 CG0151  HISTORY     - Date     Condition        Report By
 CG0151  HISTORY     - 1934     MONUMENTED       CGS
 CG0151  HISTORY     - 1935     GOOD             NGS
 CG0151
 CG0151                          STATION DESCRIPTION
 CG0151
 CG0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0151'5.7 MI E FROM ELGIN.
 CG0151'IN COCHISE COUNTY, 5.7 MILES EAST ALONG THE SOUTHERN PACIFIC CO.
 CG0151'RAILROAD FROM ELGIN, SANTA CRUZ COUNTY, IN MILE ZONE 1068, 35 FEET
 CG0151'EAST OF THE EAST END OF BRIDGE 1068 A OVER BABACOMARI RIVER, 125 FEET
 CG0151'NORTHWEST OF A LONE COTTONWOOD TREE, 45 FEET SOUTHEAST OF A GROUP OF
 CG0151'WILLOW TREES, 20 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN THE
 CG0151'TOP OF A BOULDER.  A STANDARD DISK, STAMPED M 77 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0007 ***********************************************************************
 CG0007  DESIGNATION -  M 78
 CG0007  PID         -  CG0007
 CG0007  STATE/COUNTY-  AZ/COCHISE
 CG0007  USGS QUAD   -  MESCAL (1983)
 CG0007
 CG0007                         *CURRENT SURVEY CONTROL
 CG0007  ___________________________________________________________________
 CG0007* NAD 83(1986)-  31 59 27.     (N)    110 25 57.     (W)     SCALED    
 CG0007* NAVD 88     -      1237.67   (+/-2cm)    4060.6    (feet)  VERTCON   
 CG0007  ___________________________________________________________________
 CG0007  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0007
 CG0007.The horizontal coordinates were scaled from a topographic map and have
 CG0007.an estimated accuracy of +/- 6 seconds.
 CG0007
 CG0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0007.The vertical order pertains to the NGVD 29 superseded value.
 CG0007
 CG0007.The geoid height was determined by GEOID03.
 CG0007
 CG0007;                    North         East    Units  Estimated Accuracy
 CG0007;SPC AZ E     -   109,880.      188,240.      MT  (+/- 180 meters Scaled)
 CG0007
 CG0007                          SUPERSEDED SURVEY CONTROL
 CG0007
 CG0007  NGVD 29 (??/??/92) 1236.858  (m)         4057.93   (f) ADJ UNCH    1 2
 CG0007
 CG0007.Superseded values are not recommended for survey control.
 CG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0007.See file dsdata.txt to determine how the superseded data were derived.
 CG0007
 CG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA536395(NAD 83)
 CG0007_MARKER: DB = BENCH MARK DISK
 CG0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0007_SP_SET: COLUMN
 CG0007_STAMPING: M 78 1934
 CG0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0007
 CG0007  HISTORY     - Date     Condition        Report By
 CG0007  HISTORY     - 1934     MONUMENTED       CGS
 CG0007  HISTORY     - 1952     GOOD             NGS
 CG0007  HISTORY     - 1960     GOOD             NGS
 CG0007
 CG0007                          STATION DESCRIPTION
 CG0007
 CG0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0007'0.2 MI E FROM MESCAL.
 CG0007'0.2 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CG0007'MESCAL, AT THE ELEVATED CONCRETE COAL CHUTE, AND SET VERTICALLY IN THE
 CG0007'NORTH FACE OF THE NORTHWEST COLUMN OF THE CHUTE, 6.4 FEET SOUTH OF THE
 CG0007'SOUTH RAIL OF THE MAIN TRACK, 1.4 FEET EAST OF THE WEST EDGE OF THE
 CG0007'COLUMN, 3 FEET ABOVE THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE
 CG0007'TRACK.
 CG0007
 CG0007                          STATION RECOVERY (1960)
 CG0007
 CG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0827 ***********************************************************************
 CY0827  DESIGNATION -  M 79
 CY0827  PID         -  CY0827
 CY0827  STATE/COUNTY-  AZ/COCHISE
 CY0827  USGS QUAD   -  COCHISE (1985)
 CY0827
 CY0827                         *CURRENT SURVEY CONTROL
 CY0827  ___________________________________________________________________
 CY0827* NAD 83(1986)-  32 01 56.     (N)    109 52 37.     (W)     SCALED    
 CY0827* NAVD 88     -      1274.29   (+/-2cm)    4180.7    (feet)  VERTCON   
 CY0827  ___________________________________________________________________
 CY0827  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0827
 CY0827.The horizontal coordinates were scaled from a topographic map and have
 CY0827.an estimated accuracy of +/- 6 seconds.
 CY0827
 CY0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0827.The vertical order pertains to the NGVD 29 superseded value.
 CY0827
 CY0827.The geoid height was determined by GEOID03.
 CY0827
 CY0827;                    North         East    Units  Estimated Accuracy
 CY0827;SPC AZ E     -   114,480.      240,720.      MT  (+/- 180 meters Scaled)
 CY0827
 CY0827                          SUPERSEDED SURVEY CONTROL
 CY0827
 CY0827  NGVD 29 (??/??/92) 1273.515  (m)         4178.19   (f) ADJ UNCH    2 0
 CY0827
 CY0827.Superseded values are not recommended for survey control.
 CY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0827.See file dsdata.txt to determine how the superseded data were derived.
 CY0827
 CY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA060445(NAD 83)
 CY0827_MARKER: DB = BENCH MARK DISK
 CY0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0827_STAMPING: M 79 1934
 CY0827_MARK LOGO: CGS   
 CY0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0827+STABILITY: SURFACE MOTION
 CY0827
 CY0827  HISTORY     - Date     Condition        Report By
 CY0827  HISTORY     - 1934     MONUMENTED       USGS
 CY0827  HISTORY     - 19450301 GOOD             LOCENG
 CY0827
 CY0827                          STATION DESCRIPTION
 CY0827
 CY0827'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (JCC)
 CY0827'6.3 MILES (10.1 KM) SOUTHEAST ALONG US HIGHWAY NO 666 FROM THE STATION
 CY0827'IN COCHISE, 0.2 MILE (0.3 KM) SOUTHEAST OF THE SIDE ROAD LEADING WEST
 CY0827'TO THE COCHISE INT.  FIELD, ABOUT 0.2 MILE (0.3 KM) WEST OF A GROVE OF
 CY0827'COTTONWOOD TREES, 33 FEET (10.1 M) NORTHEAST OF CENTERLINE OF THE
 CY0827'HIGHWAY, 2 FEET (0.6 M) SOUTHWEST OF THE FENCE, 1.5 FEET (0.5 M)
 CY0827'NORTHWEST OF REFEENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF A
 CY0827'CONCRETE POST PROJECTING ABOUT 0.4 FOOT (12.2 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0144 ***********************************************************************
 DB0144  DESIGNATION -  M 8
 DB0144  PID         -  DB0144
 DB0144  STATE/COUNTY-  AZ/YUMA
 DB0144  USGS QUAD   -  WELLTON (1982)
 DB0144
 DB0144                         *CURRENT SURVEY CONTROL
 DB0144  ___________________________________________________________________
 DB0144* NAD 83(1986)-  32 39 36.     (N)    114 13 30.     (W)     SCALED    
 DB0144* NAVD 88     -        70.92   (+/-2cm)     232.7    (feet)  VERTCON   
 DB0144  ___________________________________________________________________
 DB0144  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DB0144  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0144
 DB0144.The horizontal coordinates were scaled from a topographic map and have
 DB0144.an estimated accuracy of +/- 6 seconds.
 DB0144
 DB0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0144.The vertical order pertains to the NGVD 29 superseded value.
 DB0144
 DB0144.The geoid height was determined by GEOID03.
 DB0144
 DB0144;                    North         East    Units  Estimated Accuracy
 DB0144;SPC AZ W     -   184,160.      168,800.      MT  (+/- 180 meters Scaled)
 DB0144
 DB0144                          SUPERSEDED SURVEY CONTROL
 DB0144
 DB0144  NGVD 29 (??/??/??)   70.278  (m)          230.57   (f) ADJUSTED    1 2
 DB0144
 DB0144.Superseded values are not recommended for survey control.
 DB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0144.See file dsdata.txt to determine how the superseded data were derived.
 DB0144
 DB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS602169(NAD 83)
 DB0144_MARKER: DB = BENCH MARK DISK
 DB0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0144_STAMPING: 230.150 M 8 1927
 DB0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0144+STABILITY: SURFACE MOTION
 DB0144
 DB0144  HISTORY     - Date     Condition        Report By
 DB0144  HISTORY     - 1927     MONUMENTED       CGS
 DB0144  HISTORY     - 1960     GOOD             NGS
 DB0144  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0144  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0144
 DB0144                          STATION DESCRIPTION
 DB0144
 DB0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0144'5.2 MI W FROM WELLTON.
 DB0144'5.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DB0144'STATION AT WELLTON, YUMA COUNTY, 2.4 MILES WEST OF THE SIDING AT
 DB0144'ADONDE, 7-1/4 POLES WEST OF MILEPOST 765, 14-1/2 RAILS WEST OF
 DB0144'BRIDGE 764.85, 100 FEET NORTH OF THE CENTERLINE OF THE NORTH
 DB0144'TRACK, JUST INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 DB0144'STAMPED 230.150 M 8 1927 AND SET IN THE TOP OF A CONCRETE POST
 DB0144'PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- METAL WITNESS POST WITH
 DB0144'SIGN WAS ESTABLISHED 3 FEET EAST OF THE MARK.
 DB0144
 DB0144                          STATION RECOVERY (1981)
 DB0144
 DB0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0144'CONCRETE POST WAS FOUND LYING ON THE GROUND, STEM INTACT, BUT THE DISK
 DB0144'WAS NOT RECOVERED.
 DB0144
 DB0144                          STATION RECOVERY (1981)
 DB0144
 DB0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0144'CONCRETE POST WAS FOUND LYING ON THE GROUND, STEM INTACT, BUT THE DISK
 DB0144'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0221 ***********************************************************************
 ES0221  DESIGNATION -  M 8
 ES0221  PID         -  ES0221
 ES0221  STATE/COUNTY-  AZ/NAVAJO
 ES0221  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0221
 ES0221                         *CURRENT SURVEY CONTROL
 ES0221  ___________________________________________________________________
 ES0221* NAD 83(1986)-  34 22 04.     (N)    110 41 06.     (W)     SCALED    
 ES0221* NAVD 88     -      2169.329  (meters)    7117.21   (feet)  ADJUSTED  
 ES0221  ___________________________________________________________________
 ES0221  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0221  DYNAMIC HT  -        2166.069 (meters)    7106.51  (feet)  COMP
 ES0221  MODELED GRAV-     979,054.4   (mgal)                       NAVD 88
 ES0221
 ES0221  VERT ORDER  -  SECOND    CLASS 0
 ES0221
 ES0221.The horizontal coordinates were scaled from a topographic map and have
 ES0221.an estimated accuracy of +/- 6 seconds.
 ES0221
 ES0221.The orthometric height was determined by differential leveling
 ES0221.and adjusted in June 1991.
 ES0221
 ES0221.The geoid height was determined by GEOID03.
 ES0221
 ES0221.The dynamic height is computed by dividing the NAVD 88
 ES0221.geopotential number by the normal gravity value computed on the
 ES0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0221.degrees latitude (g = 980.6199 gals.).
 ES0221
 ES0221.The modeled gravity was interpolated from observed gravity values.
 ES0221
 ES0221;                    North         East    Units  Estimated Accuracy
 ES0221;SPC AZ E     -   373,570.      165,690.      MT  (+/- 180 meters Scaled)
 ES0221
 ES0221                          SUPERSEDED SURVEY CONTROL
 ES0221
 ES0221  NGVD 29 (??/??/92) 2168.315  (m)         7113.88   (f) ADJ UNCH    2 0
 ES0221
 ES0221.Superseded values are not recommended for survey control.
 ES0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0221.See file dsdata.txt to determine how the superseded data were derived.
 ES0221
 ES0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD289029(NAD 83)
 ES0221_MARKER: DD = SURVEY DISK
 ES0221_SETTING: 80 = SET IN A BOULDER
 ES0221_SP_SET: BOULDER
 ES0221_STAMPING: M-8 1934
 ES0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0221+STABILITY: SURFACE MOTION
 ES0221
 ES0221  HISTORY     - Date     Condition        Report By
 ES0221  HISTORY     - 1934     MONUMENTED       USGS
 ES0221  HISTORY     - 1934     GOOD             NGS
 ES0221
 ES0221                          STATION DESCRIPTION
 ES0221
 ES0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0221'8.4 MI W FROM HEBER.
 ES0221'ON GLOBE TO HOLBROOK ROAD AT JUNCTION OF ROAD TO HENDERSON RANCH TO
 ES0221'THE NORTH.  160 FEET E OF THE JUNCTION 45 FEET SOUTH OF THE CENTER
 ES0221'LINE OF THE HIWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0137 ***********************************************************************
 CF0137  DESIGNATION -  M 81
 CF0137  PID         -  CF0137
 CF0137  STATE/COUNTY-  AZ/COCHISE
 CF0137  USGS QUAD   -  DOUGLAS (1978)
 CF0137
 CF0137                         *CURRENT SURVEY CONTROL
 CF0137  ___________________________________________________________________
 CF0137* NAD 83(1986)-  31 21 22.     (N)    109 37 23.     (W)     SCALED    
 CF0137* NAVD 88     -      1218.51   (+/-2cm)    3997.7    (feet)  VERTCON   
 CF0137  ___________________________________________________________________
 CF0137  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CF0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0137
 CF0137.The horizontal coordinates were scaled from a topographic map and have
 CF0137.an estimated accuracy of +/- 6 seconds.
 CF0137
 CF0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0137.The vertical order pertains to the NGVD 29 superseded value.
 CF0137
 CF0137.The geoid height was determined by GEOID03.
 CF0137
 CF0137;                    North         East    Units  Estimated Accuracy
 CF0137;SPC AZ E     -    39,610.      265,080.      MT  (+/- 180 meters Scaled)
 CF0137
 CF0137                          SUPERSEDED SURVEY CONTROL
 CF0137
 CF0137  NGVD 29 (??/??/92) 1217.705  (m)         3995.09   (f) ADJ UNCH    2 0
 CF0137
 CF0137.Superseded values are not recommended for survey control.
 CF0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0137.See file dsdata.txt to determine how the superseded data were derived.
 CF0137
 CF0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV309698(NAD 83)
 CF0137_MARKER: DB = BENCH MARK DISK
 CF0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0137_STAMPING: M 81 1934
 CF0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0137+STABILITY: SURFACE MOTION
 CF0137
 CF0137  HISTORY     - Date     Condition        Report By
 CF0137  HISTORY     - 1934     MONUMENTED       CGS
 CF0137
 CF0137                          STATION DESCRIPTION
 CF0137
 CF0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0137'4.4 MI W FROM DOUGLAS.
 CF0137'4.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0137'STATION AT DOUGLAS, COCHISE COUNTY, 24 FEET NORTH OF MILEPOST 1103,
 CF0137'0.4 MILE SOUTHEAST OF THE HANEGAN RANCHHOUSE, 60 FEET NORTH OF THE
 CF0137'CENTERLINE OF THE TRACK, 60 FEET SOUTH OF THE CENTERLINE OF U. S.
 CF0137'HIGHWAY 80, AND 8 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED M
 CF0137'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0081 ***********************************************************************
 CF0081  DESIGNATION -  M 82
 CF0081  PID         -  CF0081
 CF0081  STATE/COUNTY-  AZ/COCHISE
 CF0081  USGS QUAD   -  SKULL CANYON (1987)
 CF0081
 CF0081                         *CURRENT SURVEY CONTROL
 CF0081  ___________________________________________________________________
 CF0081* NAD 83(1986)-  31 44 23.     (N)    109 05 50.     (W)     SCALED    
 CF0081* NAVD 88     -      1300.14   (+/-2cm)    4265.5    (feet)  VERTCON   
 CF0081  ___________________________________________________________________
 CF0081  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CF0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0081
 CF0081.The horizontal coordinates were scaled from a topographic map and have
 CF0081.an estimated accuracy of +/- 6 seconds.
 CF0081
 CF0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0081.The vertical order pertains to the NGVD 29 superseded value.
 CF0081
 CF0081.The geoid height was determined by GEOID03.
 CF0081
 CF0081;                    North         East    Units  Estimated Accuracy
 CF0081;SPC AZ E     -    82,510.      314,690.      MT  (+/- 180 meters Scaled)
 CF0081
 CF0081                          SUPERSEDED SURVEY CONTROL
 CF0081
 CF0081  NGVD 29 (??/??/92) 1299.276  (m)         4262.71   (f) ADJ UNCH    2 0
 CF0081
 CF0081.Superseded values are not recommended for survey control.
 CF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0081.See file dsdata.txt to determine how the superseded data were derived.
 CF0081
 CF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA802131(NAD 83)
 CF0081_MARKER: DB = BENCH MARK DISK
 CF0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0081_SP_SET: BRIDGE
 CF0081_STAMPING: M-82 1934
 CF0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0081
 CF0081  HISTORY     - Date     Condition        Report By
 CF0081  HISTORY     - 1934     MONUMENTED       CGS
 CF0081  HISTORY     - 1935     GOOD             NGS
 CF0081
 CF0081                          STATION DESCRIPTION
 CF0081
 CF0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0081'4.0 MI NE FROM APACHE.
 CF0081'4.0 NE. OF DEPOT ALONG THE S. P. R. R., 40 FT. SE. OF MILE POST 1151.
 CF0081'75 FT. S. E. OF THE CENTERLINE OF THE TRACK.  12 FT. N.W. OF THE
 CF0081'CENTER LINE OF US HWY NO. 80.  SET IN THE CENTER OF THE CURB AT THE
 CF0081'BASE OF THE NORTHWEST GUARD RAIL OF CONCRETE HWY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0108 ***********************************************************************
 DA0108  DESIGNATION -  M 83
 DA0108  PID         -  DA0108
 DA0108  STATE/COUNTY-  AZ/MARICOPA
 DA0108  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0108
 DA0108                         *CURRENT SURVEY CONTROL
 DA0108  ___________________________________________________________________
 DA0108* NAD 83(1986)-  32 50 30.     (N)    112 15 08.     (W)     SCALED    
 DA0108* NAVD 88     -       531.51   (+/-2cm)    1743.8    (feet)  VERTCON   
 DA0108  ___________________________________________________________________
 DA0108  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DA0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0108
 DA0108.The horizontal coordinates were scaled from a topographic map and have
 DA0108.an estimated accuracy of +/- 6 seconds.
 DA0108
 DA0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0108.The vertical order pertains to the NGVD 29 superseded value.
 DA0108
 DA0108.The geoid height was determined by GEOID03.
 DA0108
 DA0108;                    North         East    Units  Estimated Accuracy
 DA0108;SPC AZ C     -   204,240.      181,950.      MT  (+/- 180 meters Scaled)
 DA0108
 DA0108                          SUPERSEDED SURVEY CONTROL
 DA0108
 DA0108  NGVD 29 (??/??/92)  530.87   (m)         1741.7    (f) COMPUTED    2 0
 DA0108
 DA0108.Superseded values are not recommended for survey control.
 DA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0108.See file dsdata.txt to determine how the superseded data were derived.
 DA0108
 DA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB828344(NAD 83)
 DA0108_MARKER: DB = BENCH MARK DISK
 DA0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0108_SP_SET: CURBING
 DA0108_STAMPING: M 83 1935
 DA0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0108
 DA0108  HISTORY     - Date     Condition        Report By
 DA0108  HISTORY     - 1935     MONUMENTED       CGS
 DA0108  HISTORY     - 1952     GOOD             NGS
 DA0108
 DA0108                          STATION DESCRIPTION
 DA0108
 DA0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0108'27.8 MI E FROM GELA BEND.
 DA0108'27.8 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 DA0108'RAILROAD COMPANY STATION AT GELA BEND, AT THE WEST END AND IN TOP OF
 DA0108'THE SOUTH CONCRETE CURBING OF THE LARGE BRIDGE OVER V E K O L WASH,
 DA0108'9.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET EAST OF THE
 DA0108'WEST END OF THE BRIDGE, 0.8 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1249 ***********************************************************************
 CZ1249  DESIGNATION -  M 84
 CZ1249  PID         -  CZ1249
 CZ1249  STATE/COUNTY-  AZ/PINAL
 CZ1249  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1249
 CZ1249                         *CURRENT SURVEY CONTROL
 CZ1249  ___________________________________________________________________
 CZ1249* NAD 83(1986)-  32 38 31.     (N)    111 52 15.     (W)     SCALED    
 CZ1249* NAVD 88     -       488.71   (+/-2cm)    1603.4    (feet)  VERTCON   
 CZ1249  ___________________________________________________________________
 CZ1249  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1249
 CZ1249.The horizontal coordinates were scaled from a topographic map and have
 CZ1249.an estimated accuracy of +/- 6 seconds.
 CZ1249
 CZ1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1249.The vertical order pertains to the NGVD 29 superseded value.
 CZ1249
 CZ1249.The geoid height was determined by GEOID03.
 CZ1249
 CZ1249;                    North         East    Units  Estimated Accuracy
 CZ1249;SPC AZ C     -   182,050.      217,660.      MT  (+/- 180 meters Scaled)
 CZ1249
 CZ1249                          SUPERSEDED SURVEY CONTROL
 CZ1249
 CZ1249  NGVD 29 (??/??/92)  488.122  (m)         1601.45   (f) ADJ UNCH    2 0
 CZ1249
 CZ1249.Superseded values are not recommended for survey control.
 CZ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1249.See file dsdata.txt to determine how the superseded data were derived.
 CZ1249
 CZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB183119(NAD 83)
 CZ1249_MARKER: DB = BENCH MARK DISK
 CZ1249_SETTING: 80 = SET IN A BOULDER
 CZ1249_SP_SET: BOULDER
 CZ1249_STAMPING: M 84 1935
 CZ1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1249+STABILITY: SURFACE MOTION
 CZ1249
 CZ1249  HISTORY     - Date     Condition        Report By
 CZ1249  HISTORY     - 1935     MONUMENTED       CGS
 CZ1249  HISTORY     - 1952     GOOD             NGS
 CZ1249  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1249
 CZ1249                          STATION DESCRIPTION
 CZ1249
 CZ1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1249'2.9 MI NE FROM JACKRABBIT.
 CZ1249'1.3 MILES NORTHEAST ALONG THE OLD ABANDONED CASA GRANDE ROAD FROM THE
 CZ1249'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 1.6 MILES NORTHEAST
 CZ1249'ALONG THE NEW CASA GRANDE ROAD, AT A ROCK COVERED DOWN GRADE GOING
 CZ1249'SOUTHWEST, AT THE CROSSING OF A SOUTHEAST-NORTHWEST WASH, IN THE TOP
 CZ1249'OF THE CENTER OF A 2 1/2 FEET BY 1 1/2 FEET BOULDER PROJECTING 0.6
 CZ1249'FOOT ABOVE THE GROUND, 70 FEET SOUTHWEST OF THE CENTER LINE OF A WASH,
 CZ1249'55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHEAST OF
 CZ1249'THE SOUTHEAST EDGE OF NORTHEAST-SOUTHWEST DRAINAGE DITCH, ABOUT 2 FEET
 CZ1249'HIGHER THAN THE ROAD.
 CZ1249
 CZ1249                          STATION RECOVERY (1963)
 CZ1249
 CZ1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1230 ***********************************************************************
 CZ1230  DESIGNATION -  M 85
 CZ1230  PID         -  CZ1230
 CZ1230  STATE/COUNTY-  AZ/PINAL
 CZ1230  USGS QUAD   -  VAIVA VO (1993)
 CZ1230
 CZ1230                         *CURRENT SURVEY CONTROL
 CZ1230  ___________________________________________________________________
 CZ1230* NAD 83(1986)-  32 37 44.     (N)    111 57 17.     (W)     SCALED    
 CZ1230* NAVD 88     -       470.85   (+/-2cm)    1544.8    (feet)  VERTCON   
 CZ1230  ___________________________________________________________________
 CZ1230  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 CZ1230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1230
 CZ1230.The horizontal coordinates were scaled from a topographic map and have
 CZ1230.an estimated accuracy of +/- 6 seconds.
 CZ1230
 CZ1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1230.The vertical order pertains to the NGVD 29 superseded value.
 CZ1230
 CZ1230.The geoid height was determined by GEOID03.
 CZ1230
 CZ1230;                    North         East    Units  Estimated Accuracy
 CZ1230;SPC AZ C     -   180,600.      209,790.      MT  (+/- 180 meters Scaled)
 CZ1230
 CZ1230                          SUPERSEDED SURVEY CONTROL
 CZ1230
 CZ1230  NGVD 29 (??/??/92)  470.253  (m)         1542.82   (f) ADJ UNCH    2 0
 CZ1230
 CZ1230.Superseded values are not recommended for survey control.
 CZ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1230.See file dsdata.txt to determine how the superseded data were derived.
 CZ1230
 CZ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB104105(NAD 83)
 CZ1230_MARKER: DB = BENCH MARK DISK
 CZ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1230_STAMPING: M 85 1935
 CZ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1230+STABILITY: SURFACE MOTION
 CZ1230
 CZ1230  HISTORY     - Date     Condition        Report By
 CZ1230  HISTORY     - 1935     MONUMENTED       CGS
 CZ1230  HISTORY     - 1951     GOOD             NGS
 CZ1230
 CZ1230                          STATION DESCRIPTION
 CZ1230
 CZ1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1230'4.9 MI NE FROM QUAJOTE.
 CZ1230'4.9 MILES NORTH ALONG A TRACK ROAD FROM THE WINDMILL AT THE INDIAN
 CZ1230'VILLAGE AT QUAJOTE, ON THE NORTH SLOPE OF A SMALL GRADE, ON A SMALL
 CZ1230'CLEARING SURROUNDED WITH MESQUITE, 6 FEET EAST OF THE CENTER LINE OF
 CZ1230'THE ROAD, 1.9 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CZ1230'CONCRETE POST PROJECTING 1.0 FEET ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1230'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0050 ***********************************************************************
 DA0050  DESIGNATION -  M 86
 DA0050  PID         -  DA0050
 DA0050  STATE/COUNTY-  AZ/MARICOPA
 DA0050  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0050
 DA0050                         *CURRENT SURVEY CONTROL
 DA0050  ___________________________________________________________________
 DA0050* NAD 83(1986)-  32 41 08.     (N)    112 14 33.     (W)     SCALED    
 DA0050* NAVD 88     -       625.34   (+/-2cm)    2051.6    (feet)  VERTCON   
 DA0050  ___________________________________________________________________
 DA0050  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0050
 DA0050.The horizontal coordinates were scaled from a topographic map and have
 DA0050.an estimated accuracy of +/- 6 seconds.
 DA0050
 DA0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0050.The vertical order pertains to the NGVD 29 superseded value.
 DA0050
 DA0050.The geoid height was determined by GEOID03.
 DA0050
 DA0050;                    North         East    Units  Estimated Accuracy
 DA0050;SPC AZ C     -   186,930.      182,810.      MT  (+/- 180 meters Scaled)
 DA0050
 DA0050                          SUPERSEDED SURVEY CONTROL
 DA0050
 DA0050  NGVD 29 (??/??/92)  624.669  (m)         2049.43   (f) ADJ UNCH    2 0
 DA0050
 DA0050.Superseded values are not recommended for survey control.
 DA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0050.See file dsdata.txt to determine how the superseded data were derived.
 DA0050
 DA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB835171(NAD 83)
 DA0050_MARKER: DB = BENCH MARK DISK
 DA0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0050_STAMPING: M 86 1935
 DA0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0050+STABILITY: SURFACE MOTION
 DA0050
 DA0050  HISTORY     - Date     Condition        Report By
 DA0050  HISTORY     - 1935     MONUMENTED       CGS
 DA0050  HISTORY     - 1952     GOOD             NGS
 DA0050
 DA0050                          STATION DESCRIPTION
 DA0050
 DA0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0050'7.7 MI SE FROM STOUTS WELL.
 DA0050'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 5.7
 DA0050'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILES SOUTHEAST ALONG A
 DA0050'DIM TRACK ROAD, 0.45 MILE WEST OF THE CROSSING OF A DIRT LEVEE, IN A
 DA0050'CLEARING, 37 YARDS SOUTHEAST LARGE LONE PALO VERDE TREE, 20 1/2 FEET
 DA0050'NORTH OF THE CENTER LINE OF THE DIM TRACK ROAD, 1.3 FEET SOUTH OF A
 DA0050'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0050'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0705 ***********************************************************************
 DV0705  DESIGNATION -  M 87
 DV0705  PID         -  DV0705
 DV0705  STATE/COUNTY-  AZ/PINAL
 DV0705  USGS QUAD   -  MARICOPA (1978)
 DV0705
 DV0705                         *CURRENT SURVEY CONTROL
 DV0705  ___________________________________________________________________
 DV0705* NAD 83(1986)-  33 00 58.     (N)    112 03 34.     (W)     SCALED    
 DV0705* NAVD 88     -       364.70   (+/-2cm)    1196.5    (feet)  VERTCON   
 DV0705  ___________________________________________________________________
 DV0705  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DV0705  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0705
 DV0705.The horizontal coordinates were scaled from a topographic map and have
 DV0705.an estimated accuracy of +/- 6 seconds.
 DV0705
 DV0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0705.The vertical order pertains to the NGVD 29 superseded value.
 DV0705
 DV0705.The geoid height was determined by GEOID03.
 DV0705
 DV0705;                    North         East    Units  Estimated Accuracy
 DV0705;SPC AZ C     -   223,550.      200,020.      MT  (+/- 180 meters Scaled)
 DV0705
 DV0705                          SUPERSEDED SURVEY CONTROL
 DV0705
 DV0705  NGVD 29 (??/??/92)  364.169  (m)         1194.78   (f) ADJ UNCH    1 2
 DV0705
 DV0705.Superseded values are not recommended for survey control.
 DV0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0705.See file dsdata.txt to determine how the superseded data were derived.
 DV0705
 DV0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB010535(NAD 83)
 DV0705_MARKER: DB = BENCH MARK DISK
 DV0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0705_STAMPING: M 87 1935
 DV0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0705+STABILITY: SURFACE MOTION
 DV0705
 DV0705  HISTORY     - Date     Condition        Report By
 DV0705  HISTORY     - 1935     MONUMENTED       CGS
 DV0705  HISTORY     - 1952     GOOD             NGS
 DV0705  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0705
 DV0705                          STATION DESCRIPTION
 DV0705
 DV0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DV0705'14.4 MI NW FROM STANFIELD.
 DV0705'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DV0705'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DV0705'3.0 MILES WEST ALONG THE MILLER ROAD, THENCE 5.1 MILES NORTH ALONG THE
 DV0705'MARICOPA ROAD, THENCE 0.7 MILES WEST ACROSS COUNTRY, 0.7 MILE WEST OF
 DV0705'A CATTLE GUARD ON THE MARICOPA ROAD, 27 FEET NORTHWEST OF THE
 DV0705'NORTHWEST BANK OF A CANAL, 29 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 DV0705'A DIM TRACK ROAD, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 DV0705'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND LEVEL WITH
 DV0705'THE TRACK ROAD.
 DV0705
 DV0705                          STATION RECOVERY (2007)
 DV0705
 DV0705'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1156 ***********************************************************************
 CZ1156  DESIGNATION -  M 88
 CZ1156  PID         -  CZ1156
 CZ1156  STATE/COUNTY-  AZ/PINAL
 CZ1156  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1156
 CZ1156                         *CURRENT SURVEY CONTROL
 CZ1156  ___________________________________________________________________
 CZ1156* NAD 83(1986)-  32 44 13.     (N)    111 48 21.     (W)     SCALED    
 CZ1156* NAVD 88     -       444.72   (+/-2cm)    1459.1    (feet)  VERTCON   
 CZ1156  ___________________________________________________________________
 CZ1156  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ1156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1156
 CZ1156.The horizontal coordinates were scaled from a topographic map and have
 CZ1156.an estimated accuracy of +/- 6 seconds.
 CZ1156
 CZ1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1156.The vertical order pertains to the NGVD 29 superseded value.
 CZ1156
 CZ1156.The geoid height was determined by GEOID03.
 CZ1156
 CZ1156;                    North         East    Units  Estimated Accuracy
 CZ1156;SPC AZ C     -   192,590.      223,750.      MT  (+/- 180 meters Scaled)
 CZ1156
 CZ1156                          SUPERSEDED SURVEY CONTROL
 CZ1156
 CZ1156  NGVD 29 (??/??/92)  444.121  (m)         1457.09   (f) ADJ UNCH    2 0
 CZ1156
 CZ1156.Superseded values are not recommended for survey control.
 CZ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1156.See file dsdata.txt to determine how the superseded data were derived.
 CZ1156
 CZ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB244224(NAD 83)
 CZ1156_MARKER: DB = BENCH MARK DISK
 CZ1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1156_STAMPING: M 88 1935
 CZ1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1156+STABILITY: SURFACE MOTION
 CZ1156
 CZ1156  HISTORY     - Date     Condition        Report By
 CZ1156  HISTORY     - 1935     MONUMENTED       CGS
 CZ1156  HISTORY     - 1952     GOOD             NGS
 CZ1156  HISTORY     - 1966     GOOD             NGS
 CZ1156
 CZ1156                          STATION DESCRIPTION
 CZ1156
 CZ1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1156'2.1 MI SW FROM CHIU CHUISCHU.
 CZ1156'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1156'OF CHIU CHUISCHU, THENCE 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1156'ROAD, THENCE 1.2 MILES WEST ALONG A TRACK ROAD, 0.15 MILE
 CZ1156'EAST-NORTHEAST OF THE SOUTH END OF A LEVEE, ON A SANDY CLEARING
 CZ1156'SURROUNDED WITH GREASEWOOD TREES, 74 FEET SOUTHEAST OF A SMALL WASH,
 CZ1156'25 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 1.9 FEET
 CZ1156'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1156'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
 CZ1156
 CZ1156                          STATION RECOVERY (1966)
 CZ1156
 CZ1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1155 ***********************************************************************
 CZ1155  DESIGNATION -  M 88 RM
 CZ1155  PID         -  CZ1155
 CZ1155  STATE/COUNTY-  AZ/PINAL
 CZ1155  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1155
 CZ1155                         *CURRENT SURVEY CONTROL
 CZ1155  ___________________________________________________________________
 CZ1155* NAD 83(1986)-  32 44 13.     (N)    111 48 21.     (W)     SCALED    
 CZ1155* NAVD 88     -       444.39   (+/-2cm)    1458.0    (feet)  VERTCON   
 CZ1155  ___________________________________________________________________
 CZ1155  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ1155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1155
 CZ1155.The horizontal coordinates were scaled from a topographic map and have
 CZ1155.an estimated accuracy of +/- 6 seconds.
 CZ1155
 CZ1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1155.The vertical order pertains to the NGVD 29 superseded value.
 CZ1155
 CZ1155.The geoid height was determined by GEOID03.
 CZ1155
 CZ1155;                    North         East    Units  Estimated Accuracy
 CZ1155;SPC AZ C     -   192,590.      223,750.      MT  (+/- 180 meters Scaled)
 CZ1155
 CZ1155                          SUPERSEDED SURVEY CONTROL
 CZ1155
 CZ1155  NGVD 29 (??/??/92)  443.787  (m)         1455.99   (f) ADJ UNCH    2 0
 CZ1155
 CZ1155.Superseded values are not recommended for survey control.
 CZ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1155.See file dsdata.txt to determine how the superseded data were derived.
 CZ1155
 CZ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB244224(NAD 83)
 CZ1155_MARKER: B = BOLT
 CZ1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1155+STABILITY: SURFACE MOTION
 CZ1155
 CZ1155  HISTORY     - Date     Condition        Report By
 CZ1155  HISTORY     - UNK      MONUMENTED       USGS
 CZ1155  HISTORY     - 1952     GOOD             NGS
 CZ1155
 CZ1155                          STATION DESCRIPTION
 CZ1155
 CZ1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1155'2.1 MI SW FROM CHIU CHUISCHU.
 CZ1155'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE CHURCH AT THE INDIAN VILLAGE
 CZ1155'OF CHIU CHUISCHU, THENCE 0.4 MILE SOUTHWEST ALONG THE COVERED WELLS
 CZ1155'ROAD, THENCE 1.2 MILES WEST ALONG A TRACK ROAD, 0.15 MILE
 CZ1155'EAST-NORTHEAST OF THE SOUTH END OF A LEVEE, ON A SANDY CLEARING
 CZ1155'SURROUNDED WITH GREASEWOOD, TREES, 238 FEET WEST OF B.M. M 88, 48 FEET
 CZ1155'SOUTHEAST OF A SMALL WASH, 6 FEET SOUTHEAST OF THE CENTER LINE OF A
 CZ1155'TRACK ROAD, AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1155'0.3 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0869 ***********************************************************************
 CZ0869  DESIGNATION -  M 89
 CZ0869  PID         -  CZ0869
 CZ0869  STATE/COUNTY-  AZ/PIMA
 CZ0869  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0869
 CZ0869                         *CURRENT SURVEY CONTROL
 CZ0869  ___________________________________________________________________
 CZ0869* NAD 83(1986)-  32 28 03.     (N)    111 54 32.     (W)     SCALED    
 CZ0869* NAVD 88     -       508.41   (+/-2cm)    1668.0    (feet)  VERTCON   
 CZ0869  ___________________________________________________________________
 CZ0869  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CZ0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0869
 CZ0869.The horizontal coordinates were scaled from a topographic map and have
 CZ0869.an estimated accuracy of +/- 6 seconds.
 CZ0869
 CZ0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0869.The vertical order pertains to the NGVD 29 superseded value.
 CZ0869
 CZ0869.The geoid height was determined by GEOID03.
 CZ0869
 CZ0869;                    North         East    Units  Estimated Accuracy
 CZ0869;SPC AZ C     -   162,700.      214,090.      MT  (+/- 180 meters Scaled)
 CZ0869
 CZ0869                          SUPERSEDED SURVEY CONTROL
 CZ0869
 CZ0869  NGVD 29 (??/??/92)  507.813  (m)         1666.05   (f) ADJ UNCH    2 0
 CZ0869
 CZ0869.Superseded values are not recommended for survey control.
 CZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0869.See file dsdata.txt to determine how the superseded data were derived.
 CZ0869
 CZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA145926(NAD 83)
 CZ0869_MARKER: DB = BENCH MARK DISK
 CZ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0869_STAMPING: M 89 1935
 CZ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0869+STABILITY: SURFACE MOTION
 CZ0869
 CZ0869  HISTORY     - Date     Condition        Report By
 CZ0869  HISTORY     - 1935     MONUMENTED       CGS
 CZ0869  HISTORY     - 1952     GOOD             NGS
 CZ0869
 CZ0869                          STATION DESCRIPTION
 CZ0869
 CZ0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0869'3.95 MI SE FROM KOMELIH.
 CZ0869'3.95 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0869'ABOUT 2 MILES SOUTH OF A LONE ROCKY MOUNTAIN, 0.3 MILE SOUTH OF THE Y
 CZ0869'JUNCTION OF A TRACK ROAD LEADING EAST, AT A SMALL CLEAR SPOT AMONG A
 CZ0869'MESQUITE THICKET, AT A POINT WHERE THE ROAD CROSSES SEVERAL WASHES, 5
 CZ0869'1/2 FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.2
 CZ0869'FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0869'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1041 ***********************************************************************
 DA1041  DESIGNATION -  M 9
 DA1041  PID         -  DA1041
 DA1041  STATE/COUNTY-  AZ/YUMA
 DA1041  USGS QUAD   -  AZTEC NW (1982)
 DA1041
 DA1041                         *CURRENT SURVEY CONTROL
 DA1041  ___________________________________________________________________
 DA1041* NAD 83(1986)-  32 56 48.     (N)    113 30 01.     (W)     SCALED    
 DA1041* NAVD 88     -       142.53   (+/-2cm)     467.6    (feet)  VERTCON   
 DA1041  ___________________________________________________________________
 DA1041  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA1041  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1041
 DA1041.The horizontal coordinates were scaled from a topographic map and have
 DA1041.an estimated accuracy of +/- 6 seconds.
 DA1041
 DA1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1041.The vertical order pertains to the NGVD 29 superseded value.
 DA1041
 DA1041.The geoid height was determined by GEOID03.
 DA1041
 DA1041;                    North         East    Units  Estimated Accuracy
 DA1041;SPC AZ W     -   215,870.      236,710.      MT  (+/- 180 meters Scaled)
 DA1041
 DA1041                          SUPERSEDED SURVEY CONTROL
 DA1041
 DA1041  NGVD 29 (??/??/92)  141.943  (m)          465.69   (f) ADJ UNCH    1 2
 DA1041
 DA1041.Superseded values are not recommended for survey control.
 DA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1041.See file dsdata.txt to determine how the superseded data were derived.
 DA1041
 DA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB662481(NAD 83)
 DA1041_MARKER: DB = BENCH MARK DISK
 DA1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1041_STAMPING: 465.691 M 9 1927
 DA1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1041+STABILITY: SURFACE MOTION
 DA1041
 DA1041  HISTORY     - Date     Condition        Report By
 DA1041  HISTORY     - 1927     MONUMENTED       CGS
 DA1041  HISTORY     - 1935     GOOD             NGS
 DA1041  HISTORY     - 1967     GOOD             NGS
 DA1041
 DA1041                          STATION DESCRIPTION
 DA1041
 DA1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA1041'9.8 MI SW FROM HYDER.
 DA1041'9.8 MILES SOUTHWEST ALONG THE WELLTON HASSAYAMPA PHOENIX BRANCH OF THE
 DA1041'SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 12-1/3 POLES
 DA1041'SOUTHWEST OF MILEPOST 813, 8-1/2 RAILS SOUTHWEST OF THE STATION SIGN,
 DA1041'AT HORN, 5-2/3 POLES NORTHEAST OF THE SECTION FOREMANS HOUSE, 7 RAILS
 DA1041'SOUTHWEST OF CULVERT 812.63, 150 FEET SOUTHEAST OF THE CENTERLINE OF
 DA1041'THE TRACK, JUST INSIDE THE RIGHT OF WAY FENCE, AND 1-1/2 FEET LOWER
 DA1041'THAN THE TRACK.  A STANDARD DISK, STAMPED 465.691 M 9 1927 AND SET IN
 DA1041'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DA1041
 DA1041                          STATION RECOVERY (1967)
 DA1041
 DA1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DA1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0222 ***********************************************************************
 ES0222  DESIGNATION -  M 9
 ES0222  PID         -  ES0222
 ES0222  STATE/COUNTY-  AZ/NAVAJO
 ES0222  USGS QUAD   -  HANKS DRAW (1990)
 ES0222
 ES0222                         *CURRENT SURVEY CONTROL
 ES0222  ___________________________________________________________________
 ES0222* NAD 83(1986)-  34 23 49.     (N)    110 40 15.     (W)     SCALED    
 ES0222* NAVD 88     -      2144.275  (meters)    7035.01   (feet)  ADJUSTED  
 ES0222  ___________________________________________________________________
 ES0222  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0222  DYNAMIC HT  -        2141.077 (meters)    7024.52  (feet)  COMP
 ES0222  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 ES0222
 ES0222  VERT ORDER  -  SECOND    CLASS 0
 ES0222
 ES0222.The horizontal coordinates were scaled from a topographic map and have
 ES0222.an estimated accuracy of +/- 6 seconds.
 ES0222
 ES0222.The orthometric height was determined by differential leveling
 ES0222.and adjusted in June 1991.
 ES0222
 ES0222.The geoid height was determined by GEOID03.
 ES0222
 ES0222.The dynamic height is computed by dividing the NAVD 88
 ES0222.geopotential number by the normal gravity value computed on the
 ES0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0222.degrees latitude (g = 980.6199 gals.).
 ES0222
 ES0222.The modeled gravity was interpolated from observed gravity values.
 ES0222
 ES0222;                    North         East    Units  Estimated Accuracy
 ES0222;SPC AZ E     -   376,800.      167,010.      MT  (+/- 180 meters Scaled)
 ES0222
 ES0222                          SUPERSEDED SURVEY CONTROL
 ES0222
 ES0222  NGVD 29 (??/??/92) 2143.283  (m)         7031.75   (f) ADJ UNCH    2 0
 ES0222
 ES0222.Superseded values are not recommended for survey control.
 ES0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0222.See file dsdata.txt to determine how the superseded data were derived.
 ES0222
 ES0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD302062(NAD 83)
 ES0222_MARKER: DD = SURVEY DISK
 ES0222_SETTING: 80 = SET IN A BOULDER
 ES0222_SP_SET: BOULDER
 ES0222_STAMPING: M-9 1934
 ES0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0222+STABILITY: SURFACE MOTION
 ES0222
 ES0222  HISTORY     - Date     Condition        Report By
 ES0222  HISTORY     - 1934     MONUMENTED       USGS
 ES0222  HISTORY     - 1934     GOOD             NGS
 ES0222
 ES0222                          STATION DESCRIPTION
 ES0222
 ES0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0222'6.0 MI W FROM HEBER.
 ES0222'ON GLOBE TO HOLBROOK ROAD, ON THE CREST OF A HILL 0.3 MILES WEST OF A
 ES0222'ROAD FORK TO THE NORTH TO PORTER RANCH 25 FEET NORTH OF THE CENTER
 ES0222'LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0313 ***********************************************************************
 ES0313  DESIGNATION -  M 9
 ES0313  PID         -  ES0313
 ES0313  STATE/COUNTY-  AZ/GILA
 ES0313  USGS QUAD   -  PAYSON NORTH (1973)
 ES0313
 ES0313                         *CURRENT SURVEY CONTROL
 ES0313  ___________________________________________________________________
 ES0313* NAD 83(1986)-  34 15 43.     (N)    111 15 11.     (W)     SCALED    
 ES0313* NAVD 88     -      1426.550  (meters)    4680.27   (feet)  ADJUSTED  
 ES0313  ___________________________________________________________________
 ES0313  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 ES0313  DYNAMIC HT  -        1424.595 (meters)    4673.86  (feet)  COMP
 ES0313  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 ES0313
 ES0313  VERT ORDER  -  SECOND    CLASS 0
 ES0313
 ES0313.The horizontal coordinates were scaled from a topographic map and have
 ES0313.an estimated accuracy of +/- 6 seconds.
 ES0313
 ES0313.The orthometric height was determined by differential leveling
 ES0313.and adjusted in June 1991.
 ES0313
 ES0313.The geoid height was determined by GEOID03.
 ES0313
 ES0313.The dynamic height is computed by dividing the NAVD 88
 ES0313.geopotential number by the normal gravity value computed on the
 ES0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0313.degrees latitude (g = 980.6199 gals.).
 ES0313
 ES0313.The modeled gravity was interpolated from observed gravity values.
 ES0313
 ES0313;                    North         East    Units  Estimated Accuracy
 ES0313;SPC AZ E     -   362,240.      113,310.      MT  (+/- 180 meters Scaled)
 ES0313
 ES0313                          SUPERSEDED SURVEY CONTROL
 ES0313
 ES0313  NGVD 29 (??/??/92) 1425.794  (m)         4677.79   (f) ADJ UNCH    2 0
 ES0313
 ES0313.Superseded values are not recommended for survey control.
 ES0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0313.See file dsdata.txt to determine how the superseded data were derived.
 ES0313
 ES0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC767912(NAD 83)
 ES0313_MARKER: DD = SURVEY DISK
 ES0313_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0313_SP_SET: UNSPEC. ROCK
 ES0313_STAMPING: M-9 1933 4677
 ES0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0313
 ES0313  HISTORY     - Date     Condition        Report By
 ES0313  HISTORY     - 1933     MONUMENTED       USGS
 ES0313  HISTORY     - 1934     GOOD             NGS
 ES0313
 ES0313                          STATION DESCRIPTION
 ES0313
 ES0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0313'6.4 MI NE FROM PAYSON.
 ES0313'ON PAYSON-HEBER ROAD, 100 FT. WEST OF RANCH ROAD IN FLAT AT FOOT OF
 ES0313'HILL, 45 FT. SOUTH OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0188 ***********************************************************************
 DA0188  DESIGNATION -  M 90
 DA0188  PID         -  DA0188
 DA0188  STATE/COUNTY-  AZ/MARICOPA
 DA0188  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0188
 DA0188                         *CURRENT SURVEY CONTROL
 DA0188  ___________________________________________________________________
 DA0188* NAD 83(1986)-  32 32 25.     (N)    112 13 45.     (W)     SCALED    
 DA0188* NAVD 88     -       638.00   (+/-2cm)    2093.2    (feet)  VERTCON   
 DA0188  ___________________________________________________________________
 DA0188  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0188
 DA0188.The horizontal coordinates were scaled from a topographic map and have
 DA0188.an estimated accuracy of +/- 6 seconds.
 DA0188
 DA0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0188.The vertical order pertains to the NGVD 29 superseded value.
 DA0188
 DA0188.The geoid height was determined by GEOID03.
 DA0188
 DA0188;                    North         East    Units  Estimated Accuracy
 DA0188;SPC AZ C     -   170,820.      184,010.      MT  (+/- 180 meters Scaled)
 DA0188
 DA0188                          SUPERSEDED SURVEY CONTROL
 DA0188
 DA0188  NGVD 29 (??/??/92)  637.318  (m)         2090.93   (f) ADJ UNCH    2 0
 DA0188
 DA0188.Superseded values are not recommended for survey control.
 DA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0188.See file dsdata.txt to determine how the superseded data were derived.
 DA0188
 DA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB845009(NAD 83)
 DA0188_MARKER: DB = BENCH MARK DISK
 DA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0188_STAMPING: M 90 1935
 DA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0188+STABILITY: SURFACE MOTION
 DA0188
 DA0188  HISTORY     - Date     Condition        Report By
 DA0188  HISTORY     - 1935     MONUMENTED       CGS
 DA0188  HISTORY     - 1952     GOOD             NGS
 DA0188  HISTORY     - 1979     MARK NOT FOUND   USGS
 DA0188
 DA0188                          STATION DESCRIPTION
 DA0188
 DA0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0188'5.1 MI NE FROM VENTANA.
 DA0188'4.8 MILES NORTH AND NORTHEAST ALONG A TRACK ROAD FROM THE WATER TANK
 DA0188'AT VENTANA, THENCE 0.3 MILE NORTHEAST ALONG A GRAVELED ROAD, 0.3 MILE
 DA0188'NORTHEAST OF THE CROSSING OF A WOODEN GATE, ABOUT 45 YARDS WEST OF A
 DA0188'NORTHSOUTH WASH, 23 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL
 DA0188'WITH THE ROAD, 2.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 DA0188'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0188
 DA0188                          STATION RECOVERY (1979)
 DA0188
 DA0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DA0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0299 ***********************************************************************
 DA0299  HT_MOD      -  This is a Height Modernization Survey Station.
 DA0299  DESIGNATION -  M 91
 DA0299  PID         -  DA0299
 DA0299  STATE/COUNTY-  AZ/PIMA
 DA0299  USGS QUAD   -  VENTANA (1990)
 DA0299
 DA0299                         *CURRENT SURVEY CONTROL
 DA0299  ___________________________________________________________________
 DA0299* NAD 83(2007)-  32 29 45.51265(N)    112 08 15.88005(W)     ADJUSTED  
 DA0299* NAVD 88     -       630.09   (meters)    2067.2    (feet)  GPS OBS   
 DA0299  ___________________________________________________________________
 DA0299  EPOCH DATE  -        2007.00
 DA0299  X           -  -2,029,335.841 (meters)                     COMP
 DA0299  Y           -  -4,988,222.052 (meters)                     COMP
 DA0299  Z           -   3,407,268.827 (meters)                     COMP
 DA0299  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DA0299  ELLIP HEIGHT-         599.451 (meters)          (02/10/07) ADJUSTED
 DA0299  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0299
 DA0299  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA0299  Type    PID    Designation                      North   East  Ellip
 DA0299  -------------------------------------------------------------------
 DA0299  NETWORK DA0299 M 91                              0.35   0.31   0.94
 DA0299  -------------------------------------------------------------------
 DA0299
 DA0299.The horizontal coordinates were established by GPS observations
 DA0299.and adjusted by the National Geodetic Survey in February 2007.
 DA0299
 DA0299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0299.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0299.The horizontal coordinates are valid at the epoch date displayed above.
 DA0299.The epoch date for horizontal control is a decimal equivalence
 DA0299.of Year/Month/Day.
 DA0299
 DA0299.The orthometric height was determined by GPS observations and a
 DA0299.high-resolution geoid model.
 DA0299.The orthometric height was determined by GPS observations and a
 DA0299.high-resolution geoid model using precise GPS observation and
 DA0299.processing techniques.
 DA0299
 DA0299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0299
 DA0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0299
 DA0299.The ellipsoidal height was determined by GPS observations
 DA0299.and is referenced to NAD 83.
 DA0299
 DA0299.The geoid height was determined by GEOID03.
 DA0299
 DA0299;                    North         East     Units Scale Factor Converg.
 DA0299;SPC AZ C     -   165,882.381   192,584.956   MT  0.99990532   -0 07 07.6
 DA0299;SPC AZ C     -   544,233.53    631,840.41   iFT  0.99990532   -0 07 07.6
 DA0299;UTM  12      - 3,595,983.208   393,113.478   MT  0.99974088   -0 36 40.7
 DA0299
 DA0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0299!SPC AZ C     -   0.99990589  x   0.99990532  =   0.99981122
 DA0299!UTM  12      -   0.99990589  x   0.99974088  =   0.99964679
 DA0299
 DA0299                          SUPERSEDED SURVEY CONTROL
 DA0299
 DA0299  NAD 83(1992)-  32 29 45.51163(N)    112 08 15.87950(W) AD(       ) A
 DA0299  ELLIP H (01/27/00)  599.481  (m)                       GP(       ) 1 1
 DA0299  NGVD 29 (??/??/92)  629.443  (m)         2065.10   (f) ADJ UNCH    2 0
 DA0299
 DA0299.Superseded values are not recommended for survey control.
 DA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0299.See file dsdata.txt to determine how the superseded data were derived.
 DA0299
 DA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA9311395983(NAD 83)
 DA0299_MARKER: DB = BENCH MARK DISK
 DA0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0299_STAMPING: M 91 1935
 DA0299_MARK LOGO: CGS   
 DA0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0299+STABILITY: SURFACE MOTION
 DA0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0299+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2000
 DA0299
 DA0299  HISTORY     - Date     Condition        Report By
 DA0299  HISTORY     - 1935     MONUMENTED       CGS
 DA0299  HISTORY     - 1952     GOOD             NGS
 DA0299  HISTORY     - 19981117 GOOD             AZ-013
 DA0299  HISTORY     - 20000505 GOOD             MCDOT
 DA0299
 DA0299                          STATION DESCRIPTION
 DA0299
 DA0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0299'10.9 MI SW FROM QUAJOTE.
 DA0299'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0299'VILLAGE OF QUAJOTE, THENCE 8.3 MILES SOUTHWEST ALONG A GRADED ROAD, ON
 DA0299'THE NORTHEAST SLOPE OF A ROCKY HILLSIDE, 20 FEET SOUTHEAST OF THE
 DA0299'CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF A WITNESS POST, AND SET
 DA0299'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND,
 DA0299'AND ABOUT LEVEL WITH THE ROAD.
 DA0299
 DA0299                          STATION RECOVERY (1998)
 DA0299
 DA0299'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (DB)
 DA0299'THE STATION IS APPROXIMATELY 6 MI (9.7 KM) SOUTHEAST OF THE SOUTHEAST
 DA0299'CORNER OF MARICOPA COUNTY.  OWNERSHIP- UNKNOWN.  TO REACH THE STATION
 DA0299'FROM THE INTERSECTION OF CHUICHU ROAD AT MILE POST 30.2 -INDIAN
 DA0299'RESERVATION ROUTE NO 15- AND INDIAN ROUTE 42 WHICH IS THE ROAD TO
 DA0299'KOHATK, GO SOUTHWEST ON INDIAN ROUTE 42 FOR 5.3 MI (8.5 KM) TO A ROAD
 DA0299'ON THE LEFT, GO LEFT ON ROAD APPROXIMATELY 60 FT (18.3 M) TO A DIRT
 DA0299'ROAD ON RIGHT, GO ALONG DIRT ROAD 5.9 MI (9.5 KM) TO A T DIRT
 DA0299'INTERSECTION THE -T- IS NOT PERPENDICULAR, GO LEFT AT -T- ALONG DIRT
 DA0299'ROAD 0.1 MI (0.2 KM) TO A DIRT ROAD ON RIGHT, GO RIGHT ON DIRT ROAD
 DA0299'2.6 MI (4.2 KM) TO MONUMENT ON LEFT.  BRASS CAP SET IN CONCRETE
 DA0299'MONUMENT -ROUND-.  APPROXIMATELY 8 INCHES FROM NATURAL GROUND.  8
 DA0299'INCHES IN DIAMETER BRASS CAP READS US COAST AND GEODETIC SURVEY BENCH
 DA0299'MARK - ELEV ABOVE MEAN SEA LEVEL FEET -  250 FINE OR IMPRISONMENT FOR
 DA0299'DISTURBING THIS MARK - M 91 1935.  DESCRIBED BY BRIAN DALAGER
 DA0299
 DA0299                          STATION RECOVERY (2000)
 DA0299
 DA0299'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0299'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0298 ***********************************************************************
 DA0298  DESIGNATION -  M 91 RM
 DA0298  PID         -  DA0298
 DA0298  STATE/COUNTY-  AZ/PIMA
 DA0298  USGS QUAD   -  VENTANA (1990)
 DA0298
 DA0298                         *CURRENT SURVEY CONTROL
 DA0298  ___________________________________________________________________
 DA0298* NAD 83(1986)-  32 29 55.     (N)    112 08 07.     (W)     SCALED    
 DA0298* NAVD 88     -       625.13   (+/-2cm)    2050.9    (feet)  VERTCON   
 DA0298  ___________________________________________________________________
 DA0298  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0298
 DA0298.The horizontal coordinates were scaled from a topographic map and have
 DA0298.an estimated accuracy of +/- 6 seconds.
 DA0298
 DA0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0298.The vertical order pertains to the NGVD 29 superseded value.
 DA0298
 DA0298.The geoid height was determined by GEOID03.
 DA0298
 DA0298;                    North         East    Units  Estimated Accuracy
 DA0298;SPC AZ C     -   166,170.      192,820.      MT  (+/- 180 meters Scaled)
 DA0298
 DA0298                          SUPERSEDED SURVEY CONTROL
 DA0298
 DA0298  NGVD 29 (??/??/92)  624.465  (m)         2048.77   (f) ADJ UNCH    2 0
 DA0298
 DA0298.Superseded values are not recommended for survey control.
 DA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0298.See file dsdata.txt to determine how the superseded data were derived.
 DA0298
 DA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA933962(NAD 83)
 DA0298_MARKER: B = BOLT
 DA0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0298+STABILITY: SURFACE MOTION
 DA0298
 DA0298  HISTORY     - Date     Condition        Report By
 DA0298  HISTORY     - UNK      MONUMENTED       USGS
 DA0298  HISTORY     - 1952     GOOD             NGS
 DA0298
 DA0298                          STATION DESCRIPTION
 DA0298
 DA0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0298'10.7 MI SW FROM QUAJOTE.
 DA0298'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0298'VILLAGE OF QUAJOTE, THENCE 8.1 MILES SOUTHWEST ALONG A GRADED ROAD, IN
 DA0298'A SMALL CLEARING ON TOP OF A ROCKY RIDGE, 0.2 MILE NORTHEAST OF B.M.
 DA0298'M91, 71 1/2 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A LONE GIANT
 DA0298'CACTUS, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND AN IRON
 DA0298'BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0298'GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0690 ***********************************************************************
 DA0690  DESIGNATION -  M 92
 DA0690  PID         -  DA0690
 DA0690  STATE/COUNTY-  AZ/MARICOPA
 DA0690  USGS QUAD   -  BOSQUE (1973)
 DA0690
 DA0690                         *CURRENT SURVEY CONTROL
 DA0690  ___________________________________________________________________
 DA0690* NAD 83(1986)-  32 55 50.     (N)    112 34 03.     (W)     SCALED    
 DA0690* NAVD 88     -       343.71   (+/-2cm)    1127.7    (feet)  VERTCON   
 DA0690  ___________________________________________________________________
 DA0690  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DA0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0690
 DA0690.The horizontal coordinates were scaled from a topographic map and have
 DA0690.an estimated accuracy of +/- 6 seconds.
 DA0690
 DA0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0690.The vertical order pertains to the NGVD 29 superseded value.
 DA0690
 DA0690.The geoid height was determined by GEOID03.
 DA0690
 DA0690;                    North         East    Units  Estimated Accuracy
 DA0690;SPC AZ C     -   214,240.      152,500.      MT  (+/- 180 meters Scaled)
 DA0690
 DA0690                          SUPERSEDED SURVEY CONTROL
 DA0690
 DA0690  NGVD 29 (??/??/92)  343.082  (m)         1125.59   (f) ADJ UNCH    2 0
 DA0690
 DA0690.Superseded values are not recommended for survey control.
 DA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0690.See file dsdata.txt to determine how the superseded data were derived.
 DA0690
 DA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB534446(NAD 83)
 DA0690_MARKER: DB = BENCH MARK DISK
 DA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0690_STAMPING: M 92 1935
 DA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0690+STABILITY: SURFACE MOTION
 DA0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0690+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0690
 DA0690  HISTORY     - Date     Condition        Report By
 DA0690  HISTORY     - 1935     MONUMENTED       CGS
 DA0690  HISTORY     - 1973     GOOD             USGS
 DA0690  HISTORY     - 20080418 GOOD             GEOCAC
 DA0690
 DA0690                          STATION DESCRIPTION
 DA0690
 DA0690'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0690'11.7 MI E FROM GILA BEND.
 DA0690'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U. S.
 DA0690'HIGHWAY 80, THENCE 8.0 MILES ALONG INTERSTATE 8 TO A GATE AND A GRAVEL
 DA0690'ROAD NORTH OF THE WEST BOUND LANE, THENCE 3.15 MILES NORTHWEST ALONG
 DA0690'DIRT ROAD, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND SET
 DA0690'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND,
 DA0690'AND 2.6 FEET LOWER THAN THE ROAD.
 DA0690
 DA0690                          STATION RECOVERY (2008)
 DA0690
 DA0690'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0690'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0690'THE DESCRIPTION - THE MARK IS 1.6 FEET NORTH OF A WOODEN 4X4 WITNESS
 DA0690'POST WITH NO SIGN. HANDHELD COORDINATES
 DA0690'32 55 50.9 (N)   112 34 02.9 (W)  (NAD 83).
 DA0690' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0616 ***********************************************************************
 FR0616  DESIGNATION -  M 95
 FR0616  PID         -  FR0616
 FR0616  STATE/COUNTY-  AZ/MOHAVE
 FR0616  USGS QUAD   -  HORSE FLAT (1968)
 FR0616
 FR0616                         *CURRENT SURVEY CONTROL
 FR0616  ___________________________________________________________________
 FR0616* NAD 83(1986)-  35 47 38.     (N)    113 50 05.     (W)     SCALED    
 FR0616* NAVD 88     -      1548.555  (meters)    5080.55   (feet)  POSTED    
 FR0616  ___________________________________________________________________
 FR0616  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FR0616  DYNAMIC HT  -        1546.680 (meters)    5074.40  (feet)  COMP
 FR0616  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 FR0616
 FR0616  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0616
 FR0616.The horizontal coordinates were scaled from a topographic map and have
 FR0616.an estimated accuracy of +/- 6 seconds.
 FR0616
 FR0616.The orthometric height was determined by differential leveling
 FR0616.and adjusted by the  in 1992.
 FR0616.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0616.rate of 0.0 thru 1.0 mm/km.
 FR0616
 FR0616.The geoid height was determined by GEOID03.
 FR0616
 FR0616.The dynamic height is computed by dividing the NAVD 88
 FR0616.geopotential number by the normal gravity value computed on the
 FR0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0616.degrees latitude (g = 980.6199 gals.).
 FR0616
 FR0616.The modeled gravity was interpolated from observed gravity values.
 FR0616
 FR0616;                    North         East    Units  Estimated Accuracy
 FR0616;SPC AZ W     -   531,670.      205,700.      MT  (+/- 180 meters Scaled)
 FR0616
 FR0616                          SUPERSEDED SURVEY CONTROL
 FR0616
 FR0616  NGVD 29 (??/??/92) 1547.701  (m)         5077.75   (f) ADJ UNCH    2 0
 FR0616
 FR0616.Superseded values are not recommended for survey control.
 FR0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0616.See file dsdata.txt to determine how the superseded data were derived.
 FR0616
 FR0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE438647(NAD 83)
 FR0616_MARKER: DB = BENCH MARK DISK
 FR0616_SETTING: 66 = SET IN ROCK OUTCROP
 FR0616_SP_SET: LIMESTONE LEDGE
 FR0616_STAMPING: M 95 1935
 FR0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0616+STABILITY: POSITION/ELEVATION WELL
 FR0616
 FR0616  HISTORY     - Date     Condition        Report By
 FR0616  HISTORY     - 1935     MONUMENTED       CGS
 FR0616  HISTORY     - 1968     GOOD             USGS
 FR0616
 FR0616                          STATION DESCRIPTION
 FR0616
 FR0616'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0616'42.0 MI NW FROM PEACH SPRINGS.
 FR0616'42.0 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, ABOUT 0.4 MILES
 FR0616'EAST OF RANGER CABIN, ABOUT 0.2 MILES SOUTHEAST OF THE TOP OF A HILL,
 FR0616'200 FEET SOUTH OF A ROAD FORK LEADING EAST, 75 FEET EAST OF THE
 FR0616'CENTERLINE OF THE ROAD, AND IN THE TOP ONE OF TWO GREY LIMESTONE
 FR0616'LEDGES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0385 ***********************************************************************
 FR0385  DESIGNATION -  M 96
 FR0385  PID         -  FR0385
 FR0385  STATE/COUNTY-  AZ/MOHAVE
 FR0385  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0385
 FR0385                         *CURRENT SURVEY CONTROL
 FR0385  ___________________________________________________________________
 FR0385* NAD 83(1986)-  35 31 40.     (N)    113 29 10.     (W)     SCALED    
 FR0385* NAVD 88     -      1438.550  (meters)    4719.64   (feet)  ADJUSTED  
 FR0385  ___________________________________________________________________
 FR0385  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FR0385  DYNAMIC HT  -        1436.754 (meters)    4713.75  (feet)  COMP
 FR0385  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 FR0385
 FR0385  VERT ORDER  -  FIRST     CLASS II
 FR0385
 FR0385.The horizontal coordinates were scaled from a topographic map and have
 FR0385.an estimated accuracy of +/- 6 seconds.
 FR0385
 FR0385.The orthometric height was determined by differential leveling
 FR0385.and adjusted in June 1991.
 FR0385
 FR0385.The geoid height was determined by GEOID03.
 FR0385
 FR0385.The dynamic height is computed by dividing the NAVD 88
 FR0385.geopotential number by the normal gravity value computed on the
 FR0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0385.degrees latitude (g = 980.6199 gals.).
 FR0385
 FR0385.The modeled gravity was interpolated from observed gravity values.
 FR0385
 FR0385;                    North         East    Units  Estimated Accuracy
 FR0385;SPC AZ W     -   502,170.      237,290.      MT  (+/- 180 meters Scaled)
 FR0385
 FR0385                          SUPERSEDED SURVEY CONTROL
 FR0385
 FR0385  NGVD 29 (??/??/92) 1437.628  (m)         4716.62   (f) ADJ UNCH    1 2
 FR0385
 FR0385.Superseded values are not recommended for survey control.
 FR0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0385.See file dsdata.txt to determine how the superseded data were derived.
 FR0385
 FR0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE745344(NAD 83)
 FR0385_MARKER: DB = BENCH MARK DISK
 FR0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0385_STAMPING: M 96 1935
 FR0385_MARK LOGO: CGS   
 FR0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0385+STABILITY: SURFACE MOTION
 FR0385
 FR0385  HISTORY     - Date     Condition        Report By
 FR0385  HISTORY     - 1935     MONUMENTED       CGS
 FR0385  HISTORY     - 1967     GOOD             USGS
 FR0385  HISTORY     - 1982     GOOD             NGS
 FR0385
 FR0385                          STATION DESCRIPTION
 FR0385
 FR0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0385'1.9 MI W FROM PEACH SPRINGS.
 FR0385'ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM PEACH SPRINGS, MOHAVE
 FR0385'COUNTY, THENCE ABOUT 1.5 MILES NORTHWEST ALONG THE DUNCAN RANCH ROAD,
 FR0385'ABOUT 0.7 MILE NORTHWEST OF OLD U.S. HIGHWAY 66, ABOUT 80 YARDS WEST
 FR0385'OF THE TOP OF A SMALL KNOLL AT THE NORTHEAST SIDE OF THE ROAD, ABOUT
 FR0385'40 YARDS NORTHEAST OF THE CENTER LINE OF A DRAINAGE DITCH, AND 30 FEET
 FR0385'NORTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED M
 FR0385'96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FR0385
 FR0385                          STATION RECOVERY (1967)
 FR0385
 FR0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0385'RECOVERED IN GOOD CONDITION.
 FR0385
 FR0385                          STATION RECOVERY (1982)
 FR0385
 FR0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0394 ***********************************************************************
 FR0394  DESIGNATION -  M 97
 FR0394  PID         -  FR0394
 FR0394  STATE/COUNTY-  AZ/MOHAVE
 FR0394  USGS QUAD   -  PEACH SPRINGS CANYON (1967)
 FR0394
 FR0394                         *CURRENT SURVEY CONTROL
 FR0394  ___________________________________________________________________
 FR0394* NAD 83(1986)-  35 40 12.     (N)    113 25 27.     (W)     SCALED    
 FR0394* NAVD 88     -       910.886  (meters)    2988.47   (feet)  POSTED    
 FR0394  ___________________________________________________________________
 FR0394  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FR0394  DYNAMIC HT  -         909.750 (meters)    2984.74  (feet)  COMP
 FR0394  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 FR0394
 FR0394  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0394
 FR0394.The horizontal coordinates were scaled from a topographic map and have
 FR0394.an estimated accuracy of +/- 6 seconds.
 FR0394
 FR0394.The orthometric height was determined by differential leveling
 FR0394.and adjusted by the  in 1992.
 FR0394.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0394.was located on a no-check spur therefore a value was not computed.
 FR0394.No vertical observational check was made to the station.
 FR0394
 FR0394.The geoid height was determined by GEOID03.
 FR0394
 FR0394.The dynamic height is computed by dividing the NAVD 88
 FR0394.geopotential number by the normal gravity value computed on the
 FR0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0394.degrees latitude (g = 980.6199 gals.).
 FR0394
 FR0394.The modeled gravity was interpolated from observed gravity values.
 FR0394
 FR0394;                    North         East    Units  Estimated Accuracy
 FR0394;SPC AZ W     -   517,970.      242,860.      MT  (+/- 180 meters Scaled)
 FR0394
 FR0394                          SUPERSEDED SURVEY CONTROL
 FR0394
 FR0394  NGVD 29 (??/??/92)  909.944  (m)         2985.37   (f) ADJ UNCH    2 0
 FR0394
 FR0394.Superseded values are not recommended for survey control.
 FR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0394.See file dsdata.txt to determine how the superseded data were derived.
 FR0394
 FR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE805500(NAD 83)
 FR0394_MARKER: DB = BENCH MARK DISK
 FR0394_SETTING: 80 = SET IN A BOULDER
 FR0394_SP_SET: BOULDER
 FR0394_STAMPING: M 97 1935
 FR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0394+STABILITY: SURFACE MOTION
 FR0394
 FR0394  HISTORY     - Date     Condition        Report By
 FR0394  HISTORY     - 1935     MONUMENTED       CGS
 FR0394  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0394
 FR0394                          STATION DESCRIPTION
 FR0394
 FR0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0394'11.6 MI N FROM PEACH SPRINGS.
 FR0394'ABOUT 11.6 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0394'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, AT THE EAST SIDE OF A
 FR0394'WASH, ABOUT 70 YARDS WEST OF THE CENTER LINE OF THE MAIN CHANNEL OF
 FR0394'THE WASH, 50 FEET EAST OF THE WEST WALL OF THE CANYON, IN THE TOP OF A
 FR0394'LARGE GREY BOULDER, AND ABOUT 1.5 FEET ABOVE THE GROUND.  A STANDARD
 FR0394'DISK, STAMPED M 97 1935.
 FR0394
 FR0394                          STATION RECOVERY (1967)
 FR0394
 FR0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0169 ***********************************************************************
 FR0169  DESIGNATION -  M 98
 FR0169  PID         -  FR0169
 FR0169  STATE/COUNTY-  AZ/COCONINO
 FR0169  USGS QUAD   -  MAY TANK POCKET (1989)
 FR0169
 FR0169                         *CURRENT SURVEY CONTROL
 FR0169  ___________________________________________________________________
 FR0169* NAD 83(1986)-  35 00 26.     (N)    112 12 56.     (W)     SCALED    
 FR0169* NAVD 88     -      1637.40   (+/-2cm)    5372.0    (feet)  VERTCON   
 FR0169  ___________________________________________________________________
 FR0169  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 FR0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0169
 FR0169.The horizontal coordinates were scaled from a topographic map and have
 FR0169.an estimated accuracy of +/- 6 seconds.
 FR0169
 FR0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0169.The vertical order pertains to the NGVD 29 superseded value.
 FR0169
 FR0169.The geoid height was determined by GEOID03.
 FR0169
 FR0169;                    North         East    Units  Estimated Accuracy
 FR0169;SPC AZ C     -   444,420.      186,080.      MT  (+/- 180 meters Scaled)
 FR0169
 FR0169                          SUPERSEDED SURVEY CONTROL
 FR0169
 FR0169  NGVD 29 (??/??/92) 1636.550  (m)         5369.25   (f) ADJ UNCH    2 0
 FR0169
 FR0169.Superseded values are not recommended for survey control.
 FR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0169.See file dsdata.txt to determine how the superseded data were derived.
 FR0169
 FR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD890745(NAD 83)
 FR0169_MARKER: DB = BENCH MARK DISK
 FR0169_SETTING: 66 = SET IN ROCK OUTCROP
 FR0169_SP_SET: SANDSTONE LEDGE
 FR0169_STAMPING: M 98 1935
 FR0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0169+STABILITY: POSITION/ELEVATION WELL
 FR0169
 FR0169  HISTORY     - Date     Condition        Report By
 FR0169  HISTORY     - 1935     MONUMENTED       CGS
 FR0169  HISTORY     - 19870524 MARK NOT FOUND   USPSQD
 FR0169
 FR0169                          STATION DESCRIPTION
 FR0169
 FR0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0169'10.3 MI N FROM PERKINSVILLE.
 FR0169'IN COCONINO COUNTY, ABOUT 10.3 MILES NORTH ALONG THE WILLIAMS ROAD
 FR0169'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT
 FR0169'PERKINSVILLE, YAVAPAI COUNTY, AT THE NORTH END OF A SADDLE BETWEEN TWO
 FR0169'CANYONS, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF
 FR0169'A SMALL JUNIPER TREE, IN THE TOP OF THE SOUTHWEST EDGE OF A SANDSTONE
 FR0169'LEDGE, AND ABOUT 5 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK,
 FR0169'STAMPED M 98 1935.
 FR0169
 FR0169                          STATION RECOVERY (1987)
 FR0169
 FR0169'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 FR0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1304 ***********************************************************************
 DV1304  DESIGNATION -  MAC
 DV1304  PID         -  DV1304
 DV1304  STATE/COUNTY-  AZ/MARICOPA
 DV1304  USGS QUAD   -  PHOENIX (1982)
 DV1304
 DV1304                         *CURRENT SURVEY CONTROL
 DV1304  ___________________________________________________________________
 DV1304* NAD 83(1986)-  33 27 55.     (N)    112 06 37.     (W)     SCALED    
 DV1304* NAVD 88     -       331.434  (meters)    1087.38   (feet)  ADJUSTED  
 DV1304  ___________________________________________________________________
 DV1304  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1304  DYNAMIC HT  -         331.049 (meters)    1086.12  (feet)  COMP
 DV1304  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 DV1304
 DV1304  VERT ORDER  -  FIRST     CLASS II
 DV1304
 DV1304.The horizontal coordinates were scaled from a topographic map and have
 DV1304.an estimated accuracy of +/- 6 seconds.
 DV1304
 DV1304.The orthometric height was determined by differential leveling
 DV1304.and adjusted in November 1993.
 DV1304
 DV1304.The geoid height was determined by GEOID03.
 DV1304
 DV1304.The dynamic height is computed by dividing the NAVD 88
 DV1304.geopotential number by the normal gravity value computed on the
 DV1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1304.degrees latitude (g = 980.6199 gals.).
 DV1304
 DV1304.The modeled gravity was interpolated from observed gravity values.
 DV1304
 DV1304;                    North         East    Units  Estimated Accuracy
 DV1304;SPC AZ C     -   273,370.      195,360.      MT  (+/- 180 meters Scaled)
 DV1304
 DV1304                          SUPERSEDED SURVEY CONTROL
 DV1304
 DV1304.No superseded survey control is available for this station.
 DV1304
 DV1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968034(NAD 83)
 DV1304_MARKER: DE = TRAVERSE STATION DISK
 DV1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1304_SP_SET: CONCRETE OVERPASS BRIDGE
 DV1304_STAMPING: P AND M MAC 1967
 DV1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1304
 DV1304  HISTORY     - Date     Condition        Report By
 DV1304  HISTORY     - 1967     MONUMENTED       AZDT
 DV1304  HISTORY     - 1981     GOOD             AZDT
 DV1304  HISTORY     - 1981     GOOD             AZDT
 DV1304
 DV1304                          STATION DESCRIPTION
 DV1304
 DV1304'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1304'PHOENIX.
 DV1304'AT THE INTERSECTION OF INTERSTATE 17 AND WEST MCDOWELL ROAD IN PHOENIX
 DV1304'.  SET IN THE TOP OF THE SOUTHWEST DADO OF THE OVERPASS BRIDGE.
 DV1304'5.0 FT (1.52 M) SOUTH OF THE SOUTH CURB OF MCDOWELL ROAD.  25.0 FEET
 DV1304'(7.62 M) EAST OF THE CENTER OF THE SOUTHBOUND FRONTAGE ROAD.
 DV1304'3.1 FT (0.94 M) ABOVE THE SIDEWALK.
 DV1304
 DV1304                          STATION RECOVERY (1981)
 DV1304
 DV1304'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1304'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DV1304'2.0 MI (3.22 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1304'19TH AVENUE TO ADAMS STREET, THENCE 1.1 MI (1.82 KM) NORTH TO MCDOWELL
 DV1304'ROAD, STATION LOCATED ON SOUTHWEST DADO OF MCDOWELL ROAD OVERPASS, 26
 DV1304'FT (7.92 METERS) SOUTH OF EASTBOUND MCDOWELL ROAD CENTERLINE, 32 FT
 DV1304'(9.75 METERS) EAST OF BLACK CANYON SOUTHBOUND CENTERLINE, A STANDARD
 DV1304'AZDT BRASS CAP EPOXIED ON TOP OF DADO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1867 ***********************************************************************
 DV1867  DESIGNATION -  MAC
 DV1867  PID         -  DV1867
 DV1867  STATE/COUNTY-  AZ/MARICOPA
 DV1867  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV1867
 DV1867                         *CURRENT SURVEY CONTROL
 DV1867  ___________________________________________________________________
 DV1867* NAD 83(1992)-  33 42 24.96992(N)    112 20 09.59988(W)     ADJUSTED  
 DV1867* NAVD 88     -       403.4    (meters)    1323.     (feet)  VERTCON   
 DV1867  ___________________________________________________________________
 DV1867  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DV1867  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV1867  HORZ ORDER  -  SECOND
 DV1867
 DV1867.The horizontal coordinates were established by classical geodetic methods
 DV1867.and adjusted by the National Geodetic Survey in August 1993.
 DV1867
 DV1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1867
 DV1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1867
 DV1867.The geoid height was determined by GEOID03.
 DV1867
 DV1867;                    North         East     Units Scale Factor Converg.
 DV1867;SPC AZ C     -   300,229.461   174,491.205   MT  0.99991862   -0 13 57.8
 DV1867;SPC AZ C     -   985,004.79    572,477.71   iFT  0.99991862   -0 13 57.8
 DV1867;UTM  12      - 3,730,463.499   376,196.878   MT  0.99978895   -0 44 29.4
 DV1867
 DV1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1867!SPC AZ C     -   0.99994137  x   0.99991862  =   0.99985999
 DV1867!UTM  12      -   0.99994137  x   0.99978895  =   0.99973033
 DV1867
 DV1867|---------------------------------------------------------------------|
 DV1867| PID    Reference Object                     Distance      Geod. Az  |
 DV1867|                                                           dddmmss.s |
 DV1867| CR7748 MAC RM 1                             11.846 METERS 06141     |
 DV1867| DV1868 MAC RM 3                            487.644 METERS 0624814.2 |
 DV1867| CR7749 MAC RM 2                             12.207 METERS 24205     |
 DV1867| DV2044 PRINCE                              APPROX. 8.1 KM 3393600.9 |
 DV1867|---------------------------------------------------------------------|
 DV1867
 DV1867                          SUPERSEDED SURVEY CONTROL
 DV1867
 DV1867  NAD 83(1986)-  33 42 24.96432(N)    112 20 09.60682(W) AD(       ) 2
 DV1867  NGVD 29 (07/20/87)  402.7    (m)         1321.     (f) VERT ANG    3  
 DV1867
 DV1867.Superseded values are not recommended for survey control.
 DV1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1867.See file dsdata.txt to determine how the superseded data were derived.
 DV1867
 DV1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7619730463(NAD 83)
 DV1867_MARKER: DS = TRIANGULATION STATION DISK
 DV1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1867+STABILITY: SURFACE MOTION
 DV1867
 DV1867  HISTORY     - Date     Condition        Report By
 DV1867  HISTORY     - 1986     MONUMENTED       AZDT
 DV1867  HISTORY     - 20071102 GOOD             GEOCAC
 DV1867
 DV1867                          STATION DESCRIPTION
 DV1867
 DV1867'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1867'THE STATION IS LOCATED 7.5 MILES NORTHWEST OF EL MARAGE, 12.5
 DV1867'MILES WEST OF INTERSTATE HIGHWAY 17 AND ON THE TOP OF A FLOOD CONTROL
 DV1867'DIKE.
 DV1867'
 DV1867'THE STATION MARK IS AN AZDT DISK STAMPED---MAC 1986---.  IT IS SET IN
 DV1867'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 10
 DV1867'FEET SOUTHEAST OF THE CENTER OF THE ROAD AND 4 FEET EAST OF THE
 DV1867'WITNESS POST.
 DV1867'
 DV1867'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MAC RM 1 1986---.  IT IS
 DV1867'SET IN TOP OF A 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 DV1867'IS 3 FEET SOUTHWEST OF THE WITNESS POST AND 12 FEET SOUTHEAST OF THE
 DV1867'CENTER OF THE ROAD.
 DV1867'
 DV1867'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MAC RM 2 1986---.  IT IS
 DV1867'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DV1867'GROUND.  IT IS 4 FEET NORTHEAST OF A WITNESS POST AND 10 FEET
 DV1867'SOUTHEAST OF THE CENTER OF THE ROAD.
 DV1867'
 DV1867'REFERENCE MARK 3 IS AN AZDT DISK STAMPED---MAC RM 3 1986---.  IT IS
 DV1867'SET IN THE WEST SIDE OF THE NORTHWEST CORNER OF THE NORTH 1 OF 2
 DV1867'TOWERS.  IT IS 2 FEET SOUTH OF A WITNESS POST.
 DV1867'
 DV1867'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV1867'AVENUE IN SURPRISE TRAVEL NORTHWEST ALONG GRAND AVENUE FOR 4.65 MILES
 DV1867'TO A ROAD RIGHT AT US HIGHWAY 60 MILE POST 138.05.  TURN RIGHT AND
 DV1867'CROSS RAILROAD FOR 0.5 MILE, TURN RIGHT ON A DIRT ROAD CROSSING A WASH
 DV1867'THEN BARE SHARP LEFT AND TRAVEL NORTH 1.1 MILES TO A GATE.  PASS
 DV1867'THROUGH GATE AND CONTINUE NORTH ALONG DIKE FOR 3.55 MILES TO THE
 DV1867'STATION ON THE LEFT.
 DV1867
 DV1867                          STATION RECOVERY (2007)
 DV1867
 DV1867'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1867'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1867'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0583 ***********************************************************************
 DV0583  DESIGNATION -  MACK
 DV0583  PID         -  DV0583
 DV0583  STATE/COUNTY-  AZ/MARICOPA
 DV0583  USGS QUAD   -  FOWLER (1982)
 DV0583
 DV0583                         *CURRENT SURVEY CONTROL
 DV0583  ___________________________________________________________________
 DV0583* NAD 83(1992)-  33 27 50.86412(N)    112 10 39.82691(W)     ADJUSTED  
 DV0583* NAVD 88     -       325.63   (+/-2cm)    1068.3    (feet)  VERTCON   
 DV0583  ___________________________________________________________________
 DV0583  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 DV0583  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0583  HORZ ORDER  -  SECOND
 DV0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0583
 DV0583.The horizontal coordinates were established by classical geodetic methods
 DV0583.and adjusted by the National Geodetic Survey in August 1993.
 DV0583
 DV0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0583.The vertical order pertains to the NGVD 29 superseded value.
 DV0583
 DV0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0583
 DV0583.The geoid height was determined by GEOID03.
 DV0583
 DV0583;                    North         East     Units Scale Factor Converg.
 DV0583;SPC AZ C     -   273,252.766   189,093.752   MT  0.99990726   -0 08 38.2
 DV0583;SPC AZ C     -   896,498.58    620,386.33   iFT  0.99990726   -0 08 38.2
 DV0583;UTM  12      - 3,703,362.527   390,557.992   MT  0.99974767   -0 38 58.1
 DV0583
 DV0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0583!SPC AZ C     -   0.99995361  x   0.99990726  =   0.99986087
 DV0583!UTM  12      -   0.99995361  x   0.99974767  =   0.99970129
 DV0583
 DV0583:                Primary Azimuth Mark                     Grid Az
 DV0583:SPC AZ C     -  MACK AZ MK                               074 32 52.1
 DV0583:UTM  12      -  MACK AZ MK                               075 03 12.0
 DV0583
 DV0583|---------------------------------------------------------------------|
 DV0583| PID    Reference Object                     Distance      Geod. Az  |
 DV0583|                                                           dddmmss.s |
 DV0583| DV0585 MACK AZ MK                          APPROX. 0.8 KM 0742413.9 |
 DV0583| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 3.5 KM 1332846.6 |
 DV0583| DV2097 PHOENIX PUB SER CO TANK             APPROX. 3.2 KM 1381649.4 |
 DV0583| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 3.0 KM 1625842.4 |
 DV0583| DV0584 MACK RM 1                            10.142 METERS 17918     |
 DV0583| DV0582 MACK RM 2                            10.262 METERS 35728     |
 DV0583|---------------------------------------------------------------------|
 DV0583
 DV0583                          SUPERSEDED SURVEY CONTROL
 DV0583
 DV0583  NAD 83(1986)-  33 27 50.85806(N)    112 10 39.83292(W) AD(       ) 2
 DV0583  NAD 27      -  33 27 50.70400(N)    112 10 37.28700(W) AD(       ) 2
 DV0583  NGVD 29 (??/??/92)  325.013  (m)         1066.31   (f) ADJ UNCH    2 0
 DV0583
 DV0583.Superseded values are not recommended for survey control.
 DV0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0583.See file dsdata.txt to determine how the superseded data were derived.
 DV0583
 DV0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9055803363(NAD 83)
 DV0583_MARKER: DE = TRAVERSE STATION DISK
 DV0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0583_STAMPING: MACK 1963
 DV0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0583+STABILITY: SURFACE MOTION
 DV0583
 DV0583  HISTORY     - Date     Condition        Report By
 DV0583  HISTORY     - 1963     MONUMENTED       CGS
 DV0583  HISTORY     - 1963     GOOD             CGS
 DV0583  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0583
 DV0583                          STATION DESCRIPTION
 DV0583
 DV0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0583'STATION IS LOCATED ABOUT 6 MILES WEST OF THE CENTER OF
 DV0583'PHOENIX, ABOUT 0.1 MILE SOUTH OF WEST MC DOWELL ROAD, ON THE
 DV0583'WEST SIDE OF A IRRIGATION DITCH AND IN A ROW OF LARGE COTTONWOOD
 DV0583'TREES.
 DV0583'
 DV0583'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 51ST
 DV0583'AVENUE IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 51ST
 DV0583'AVENUE FOR 1.0 MILE TO WEST VAN BUREN STREET, CONTINUE NORTH
 DV0583'ON 51ST STREET FOR 1.0 MILE TO WEST MC DOWELL ROAD AND THE
 DV0583'SECTION CORNER MARK IN APPROXIMATE CENTER OF INTERSECTION.
 DV0583'THE AZIMUTH MARK IS IN THE NORTHWEST SECTION AS DESCRIBED.
 DV0583'TURN WEST ON WEST MC DOWELL ROAD AND GO 0.5 MILE TO TRACK
 DV0583'ROAD LEFT JUST WEST OF CANAL, TURN LEFT AND GO SOUTH ALONG
 DV0583'WEST SIDE OF IRRIGATION DITCH FOR 0.1 MILE TO STATION ON LEFT
 DV0583'AS DESCRIBED.
 DV0583'
 DV0583'STATION MARK, A STANDARD TRAVERSE DISK STAMPED MACK 1963,
 DV0583'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0583'1 INCH.  THE MARK IS 13 FEET EAST OF CENTER OF ROAD, 6 FEET
 DV0583'WEST OF WEST EDGE OF IRRIGATION DITCH, 6 FEET SOUTHWEST OF
 DV0583'A TRIANGLE BLAZED TREE AND 3.5 FEET NORTHWEST OF THE WITNESS
 DV0583'POST.
 DV0583'
 DV0583'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED MACK NO
 DV0583'1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV0583'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 30 FEET
 DV0583'SOUTH OF THE WITNESS POST, 13 FEET EAST OF THE CENTER OF
 DV0583'ROAD AND 5 FEET WEST OF THE WEST EDGE OF IRRIGATION DITCH.
 DV0583'
 DV0583'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED MACK NO
 DV0583'2 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV0583'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 37 FEET
 DV0583'NORTH OF THE WITNESS POST, 13 FEET EAST OF CENTER OF ROAD
 DV0583'AND 5 FEET WEST OF WEST EDGE OF IRRIGATION DITCH.
 DV0583'
 DV0583'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED MACK 1963, IS
 DV0583'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0583'2 INCHES.  THE MARK IS 85 FEET NORTHWEST OF CENTER OF
 DV0583'INTERSECTION OF 51ST AVENUE AND WEST MC DOWELL ROAD, 28.5
 DV0583'FEET NORTH OF CENTER OF WEST MC DOWELL ROAD, 3.6 FEET WEST
 DV0583'OF THE WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 DV0583'
 DV0583'SECTION CORNER, IS A PHOENIX CITY SURVEY MARK WHICH IS THE TOP
 DV0583'AND CENTER OF A 3/4 INCH SQUARE BOLT ABOUT 12 INCHES BELOW
 DV0583'THE SURFACE OF THE ROAD UNDER A 10 INCH METAL COVER.  THE MARK
 DV0583'IS LOCATED AT THE INTERSECTION OF WEST MC DOWELL ROAD AND 51ST
 DV0583'AVENUE.  THE MARK IS IN THE APPROXIMATE CENTER OF INTERSECTION.
 DV0583'
 DV0583'1/4 CORNER, IS A PHOENIX CITY SURVEY MARK WHICH IS THE TOP AND
 DV0583'CENTER OF A 3/4 INCH SQUARE BOLT ABOUT 8 INCHES BELOW THE
 DV0583'SURFACE OF THE ROAD UNDER A 10 METAL COVER.  THE MARK IS
 DV0583'LOCATED BETWEEN WEST MC DOWELL ROAD AND WEST VAN BUREN STREET
 DV0583'AND ON 59TH AVENUE.  THE MARK IS 49 FEET NORTH-NORTHWEST OF
 DV0583'DRIVEWAY TO H.C. BARIES HOME AND 3 FEET WEST OF CENTER LINE
 DV0583'OF ROAD.
 DV0583'
 DV0583'TO REACH 1/4 CORNER MARK FROM 59TH AVENUE AND WEST MC DOWELL
 DV0583'ROAD, GO SOUTH 0.5 MILE TO MARK AS DESCRIBED.
 DV0583'
 DV0583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DV0583
 DV0583                          STATION RECOVERY (1963)
 DV0583
 DV0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0583'IN PHOENIX.
 DV0583'1.5 MILES NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0583'RAILROAD CROSSING OF 59TH AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0583'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD BETWEEN TWO IRRIGATION
 DV0583'CANALS, 14 FEET EAST OF THE CENTER OF THE ROAD, 5 FEET WEST OF A
 DV0583'CANAL, 30 FEET EAST OF A CANAL, 6 FEET SOUTHWEST OF A LARGE TRIANGLE
 DV0583'BLAZED COTTONWOOD TREE, 3.6 FEET NORTHWEST OF A METAL WITNESS POST,
 DV0583'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0583
 DV0583                          STATION RECOVERY (2007)
 DV0583
 DV0583'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0583'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE DITCH HAS BEEN
 DV0583'FILLED IN, THE TREES HAVE BEEN REMOVED, AND THE PROPERTY HAS BEEN
 DV0583'COMMERCIALLY DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1210 ***********************************************************************
 CY1210  DESIGNATION -  MACK
 CY1210  PID         -  CY1210
 CY1210  STATE/COUNTY-  AZ/COCHISE
 CY1210  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 CY1210
 CY1210                         *CURRENT SURVEY CONTROL
 CY1210  ___________________________________________________________________
 CY1210* NAD 83(1992)-  32 22 11.29909(N)    109 55 37.17925(W)     ADJUSTED  
 CY1210* NAVD 88     -      1294.6    (meters)    4247.     (feet)  VERTCON   
 CY1210  ___________________________________________________________________
 CY1210  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CY1210  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY1210  HORZ ORDER  -  FIRST
 CY1210
 CY1210.The horizontal coordinates were established by classical geodetic methods
 CY1210.and adjusted by the National Geodetic Survey in August 1993.
 CY1210
 CY1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1210
 CY1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1210
 CY1210.The geoid height was determined by GEOID03.
 CY1210
 CY1210;                    North         East     Units Scale Factor Converg.
 CY1210;SPC AZ E     -   151,895.907   235,913.803   MT  0.99990627   +0 07 41.9
 CY1210;SPC AZ E     -   498,346.15    773,995.42   iFT  0.99990627   +0 07 41.9
 CY1210;UTM  12      - 3,581,933.110   600,944.769   MT  0.99972566   +0 34 28.3
 CY1210
 CY1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1210!SPC AZ E     -   0.99980104  x   0.99990627  =   0.99970733
 CY1210!UTM  12      -   0.99980104  x   0.99972566  =   0.99952675
 CY1210
 CY1210|---------------------------------------------------------------------|
 CY1210| PID    Reference Object                     Distance      Geod. Az  |
 CY1210|                                                           dddmmss.s |
 CY1210| CC6884 MACK RM 1                            18.096 METERS 08526     |
 CY1210| CC6885 MACK RM 2                            14.444 METERS 17716     |
 CY1210| CZ1773 CAIRN 3 AND 1/2 MI N OF ROSE        APPROX.14.8 KM 3035504.5 |
 CY1210| CC6883 MACK AZ MK                                         3581903.0 |
 CY1210|---------------------------------------------------------------------|
 CY1210
 CY1210                          SUPERSEDED SURVEY CONTROL
 CY1210
 CY1210  NAD 83(1986)-  32 22 11.29411(N)    109 55 37.17664(W) AD(       ) 1
 CY1210  NAD 27      -  32 22 11.03900(N)    109 55 34.92500(W) AD(       ) 1
 CY1210  NGVD 29 (07/19/86) 1293.8    (m)         4245.     (f) VERT ANG    3  
 CY1210
 CY1210.Superseded values are not recommended for survey control.
 CY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1210.See file dsdata.txt to determine how the superseded data were derived.
 CY1210
 CY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0094581933(NAD 83)
 CY1210_MARKER: DS = TRIANGULATION STATION DISK
 CY1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1210
 CY1210  HISTORY     - Date     Condition        Report By
 CY1210  HISTORY     - 1946     MONUMENTED       CGS
 CY1210  HISTORY     - 1958     SEE DESCRIPTION  USGS
 CY1210
 CY1210                          STATION DESCRIPTION
 CY1210
 CY1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1210'THE STATION IS LOCATED ABOUT 10 MILES, AIRLINE, NW OF WILLCOX, IN
 CY1210'THE SULPHUR SPRING VALLEY, ON THE HIGHWAY RIGHT-OF-WAY PROPERTY,
 CY1210'ON THE WILLCOX-BONITA ROAD.  IN APPROXIMATE AIRLINE DISTANCE
 CY1210'IT IS ALSO LOCATED 15 MILES S OF BONITA.
 CY1210'
 CY1210'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1210'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO THE TEXACO STATION ON
 CY1210'THE RIGHT, AND A CROSSROAD.  TURN RIGHT HERE AND GO 0.3 MILE ON
 CY1210'GRADED ROAD TO A T-INTERSECTION.  HERE JOG LEFT FOR 50 YARDS
 CY1210'AND CONTINUE 0.2 MILE TO ANOTHER T-INTERSECTION.  TURN RIGHT HERE
 CY1210'AND GO 1.0 MILE, THENCE TURN LEFT WITH THE MACADAM ROAD AND GO
 CY1210'1.8 MILES TO A CROSSROAD.  TURN RIGHT HERE, KEEPING ON THE
 CY1210'MACADAM ROAD AND GOING FOR 4.7 MILES, THENCE TURN LEFT WITH THE
 CY1210'MACADAM ROAD AND GO 1.85 MILES TO THE END OF THE MACADAM ROAD.
 CY1210'KEEP STRAIGHT AHEAD ON THE WELL GRAVELED GRADED ROAD FOR
 CY1210'0.95 MILE.  TURN RIGHT HERE WITH THE MAIN TRAVELED GRAVELED GRADED
 CY1210'ROAD AND GO 1.9 MILES TO THE END OF TRUCK TRAVEL AND STATION ON
 CY1210'THE RIGHT SIDE OF THE ROAD.  (TO REACH THE AZIMUTH MARK
 CY1210'CONTINUE ON TOWARD BONITA FOR 0.3 MILE ON THE WELL GRADED
 CY1210'GRAVELED ROAD TO THE MARK ON THE LEFT SIDE OF THE ROAD.)
 CY1210'
 CY1210'THE STATION MARK IS A BRONZE STATION DISK, STAMPED MACK 1946,
 CY1210'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CY1210'THE SURROUNDING SURFACE.  IT IS LOCATED 72 FEET NNW OF A FENCE
 CY1210'CORNER AND POWER LINE POLE, 25.5 FEET E OF THE CENTER OF THE
 CY1210'WILLCOX-BONITA ROAD, 7.8 FEET SW OF A 4-INCH SQUARE WHITE
 CY1210'WITNESS POST, AND 5.5 FEET W OF THE FENCE.  UNDERGROUND MARK IS
 CY1210'A BRONZE STATION DISK SET IN CONCRETE.
 CY1210'
 CY1210'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED MACK NO
 CY1210'1 1946, AND SET IN THE EDGE OF A CONCRETE STOCK TANK AT THE SW
 CY1210'CORNER OF THE TANK.  THE MARK IS ABOUT 2 FEET ABOVE THE SURROUNDING
 CY1210'SURFACE AND ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS LOCATED
 CY1210'E OF THE STATION.
 CY1210'
 CY1210'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED MACK NO 2
 CY1210'1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 CY1210'ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT LEVEL WITH THE STATION
 CY1210'AND IS LOCATED S OF THE STATION.
 CY1210'
 CY1210'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED MACK 1946,
 CY1210'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 CY1210'THE SURROUNDING SURFACE.  IT IS LOCATED 0.3 MILE N OF THE STATION,
 CY1210'28 FEET W OF THE CENTER OF THE WILLCOX-BONITA ROAD, 2.8 FEET E
 CY1210'OF THE FENCE, AND 2.6 FEET S OF A 4-INCH SQUARE WHITE WITNESS
 CY1210'POST.
 CY1210'
 CY1210'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 CY1210
 CY1210                          STATION RECOVERY (1958)
 CY1210
 CY1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY1210'STATION DUG FOR, NOT FOUND.  WITNESS POST FOUND.  BELIEVED
 CY1210'DESTROYED BY ROAD GRADER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0585 ***********************************************************************
 DV0585  DESIGNATION -  MACK AZ MK
 DV0585  PID         -  DV0585
 DV0585  STATE/COUNTY-  AZ/MARICOPA
 DV0585  USGS QUAD   -  FOWLER (1982)
 DV0585
 DV0585                         *CURRENT SURVEY CONTROL
 DV0585  ___________________________________________________________________
 DV0585* NAD 83(1992)-  33 27 57.90363(N)    112 10 09.73252(W)     ADJUSTED  
 DV0585* NAVD 88     -       327.80   (+/-2cm)    1075.5    (feet)  VERTCON   
 DV0585  ___________________________________________________________________
 DV0585  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 DV0585  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0585  HORZ ORDER  -  SECOND
 DV0585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0585
 DV0585.The horizontal coordinates were established by classical geodetic methods
 DV0585.and adjusted by the National Geodetic Survey in August 1993.
 DV0585
 DV0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0585.The vertical order pertains to the NGVD 29 superseded value.
 DV0585
 DV0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0585
 DV0585.The geoid height was determined by GEOID03.
 DV0585
 DV0585;                    North         East     Units Scale Factor Converg.
 DV0585;SPC AZ C     -   273,467.705   189,871.316   MT  0.99990680   -0 08 21.7
 DV0585;SPC AZ C     -   897,203.76    622,937.39   iFT  0.99990680   -0 08 21.7
 DV0585;UTM  12      - 3,703,570.564   391,337.297   MT  0.99974557   -0 38 41.7
 DV0585
 DV0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0585!SPC AZ C     -   0.99995327  x   0.99990680  =   0.99986007
 DV0585!UTM  12      -   0.99995327  x   0.99974557  =   0.99969885
 DV0585
 DV0585                          SUPERSEDED SURVEY CONTROL
 DV0585
 DV0585  NAD 83(1986)-  33 27 57.89765(N)    112 10 09.73844(W) AD(       ) 2
 DV0585  NAD 27      -  33 27 57.74350(N)    112 10 07.19380(W) AD(       ) 2
 DV0585  NGVD 29 (??/??/92)  327.181  (m)         1073.43   (f) ADJ UNCH    2 0
 DV0585
 DV0585.Superseded values are not recommended for survey control.
 DV0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0585.See file dsdata.txt to determine how the superseded data were derived.
 DV0585
 DV0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9133703571(NAD 83)
 DV0585_MARKER: DZ = AZIMUTH MARK DISK
 DV0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0585_STAMPING: MACK 1963
 DV0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0585+STABILITY: SURFACE MOTION
 DV0585
 DV0585  HISTORY     - Date     Condition        Report By
 DV0585  HISTORY     - 1963     MONUMENTED       CGS
 DV0585  HISTORY     - 1963     GOOD             CGS
 DV0585  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0585
 DV0585                          STATION DESCRIPTION
 DV0585
 DV0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0585'TO REACH FROM THE JUNCTION OF WEST BUCKEYE ROAD AND 51ST
 DV0585'AVENUE IN THE SOUTHWEST SECTION OF PHOENIX, GO NORTH ON 51ST
 DV0585'AVENUE FOR 1.0 MILE TO WEST VAN BUREN STREET, CONTINUE NORTH
 DV0585'ON 51ST STREET FOR 1.0 MILE TO WEST MC DOWELL ROAD AND THE
 DV0585'SECTION CORNER MARK IN APPROXIMATE CENTER OF INTERSECTION.
 DV0585'THE AZIMUTH MARK IS IN THE NORTHWEST SECTION AS DESCRIBED.
 DV0585'
 DV0585'A STANDARD AZIMUTH DISK STAMPED MACK 1963, IS
 DV0585'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0585'2 INCHES.  THE MARK IS 85 FEET NORTHWEST OF CENTER OF
 DV0585'INTERSECTION OF 51ST AVENUE AND WEST MC DOWELL ROAD, 28.5
 DV0585'FEET NORTH OF CENTER OF WEST MC DOWELL ROAD, 3.6 FEET WEST
 DV0585'OF THE WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 DV0585
 DV0585                          STATION RECOVERY (1963)
 DV0585
 DV0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0585'IN PHOENIX.
 DV0585'1.5 MILES NORTH ALONG 51ST AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0585'PACIFIC CO. RAILROAD, AT THE INTERSECTION OF 51ST AVENUE AND MCDOWELL
 DV0585'ROAD, 78 FEET WEST OF THE CENTER OF 51ST AVENUE, 29 FEET NORTH OF THE
 DV0585'CENTER OF MCDOWELL ROAD, 34 FEET WEST OF A METAL TRAFFIC SIGNAL LIGHT
 DV0585'POLE, 1 FOOT SOUTH OF A FENCE, 3.5 FEET WEST OF A METAL WITNESS POST,
 DV0585'ABOUT LEVEL WITH MCDOWELL ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0585'PROJECTING 3 INCHES.
 DV0585
 DV0585                          STATION RECOVERY (2007)
 DV0585
 DV0585'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0585'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. BOTH ROADS HAVE BEEN
 DV0585'CONSIDERABLY WIDENED. AS WELL, THE PROPERTY AT THE DESCRIBED LOCATION
 DV0585'HAS BEEN DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0584 ***********************************************************************
 DV0584  DESIGNATION -  MACK RM 1
 DV0584  PID         -  DV0584
 DV0584  STATE/COUNTY-  AZ/MARICOPA
 DV0584  USGS QUAD   -  FOWLER (1982)
 DV0584
 DV0584                         *CURRENT SURVEY CONTROL
 DV0584  ___________________________________________________________________
 DV0584* NAD 83(1986)-  33 27 50.     (N)    112 10 40.     (W)     SCALED    
 DV0584* NAVD 88     -       325.64   (+/-2cm)    1068.4    (feet)  VERTCON   
 DV0584  ___________________________________________________________________
 DV0584  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0584
 DV0584.The horizontal coordinates were scaled from a topographic map and have
 DV0584.an estimated accuracy of +/- 6 seconds.
 DV0584
 DV0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0584.The vertical order pertains to the NGVD 29 superseded value.
 DV0584
 DV0584.The geoid height was determined by GEOID03.
 DV0584
 DV0584;                    North         East    Units  Estimated Accuracy
 DV0584;SPC AZ C     -   273,230.      189,090.      MT  (+/- 180 meters Scaled)
 DV0584
 DV0584                          SUPERSEDED SURVEY CONTROL
 DV0584
 DV0584  NGVD 29 (??/??/92)  325.018  (m)         1066.33   (f) ADJ UNCH    2 0
 DV0584
 DV0584.Superseded values are not recommended for survey control.
 DV0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0584.See file dsdata.txt to determine how the superseded data were derived.
 DV0584
 DV0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC905033(NAD 83)
 DV0584_MARKER: DR = REFERENCE MARK DISK
 DV0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0584_STAMPING: MACK NO 1 1963
 DV0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0584+STABILITY: SURFACE MOTION
 DV0584
 DV0584  HISTORY     - Date     Condition        Report By
 DV0584  HISTORY     - 1963     MONUMENTED       CGS
 DV0584  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0584
 DV0584                          STATION DESCRIPTION
 DV0584
 DV0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0584'IN PHOENIX.
 DV0584'1.5 MILES NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0584'RAILROAD CROSSING OF 59TH AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0584'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD BETWEEN TWO IRRIGATION
 DV0584'CANALS, 33.3 FEET SOUTH OF TRAVERSE STATION MACK, 30.2 FEET SOUTH OF A
 DV0584'METAL WITNESS POST, 14 FEET EAST OF THE CENTER OF THE ROAD, 38.5 FEET
 DV0584'SOUTH OF A LARGE TRIANGLE BLAZED COTTONWOOD TREE, 5 FEET WEST OF A
 DV0584'CANAL, 30 FEET EAST OF A CANAL, AND SET IN TOP OF A CONCRETE POST
 DV0584'FLUSH WITH THE GROUND.
 DV0584
 DV0584                          STATION RECOVERY (2007)
 DV0584
 DV0584'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0584'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE DITCH HAS BEEN
 DV0584'FILLED IN, THE TREES HAVE BEEN REMOVED, AND THE PROPERTY HAS BEEN
 DV0584'COMMERCIALLY DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0582 ***********************************************************************
 DV0582  DESIGNATION -  MACK RM 2
 DV0582  PID         -  DV0582
 DV0582  STATE/COUNTY-  AZ/MARICOPA
 DV0582  USGS QUAD   -  FOWLER (1982)
 DV0582
 DV0582                         *CURRENT SURVEY CONTROL
 DV0582  ___________________________________________________________________
 DV0582* NAD 83(1986)-  33 27 50.     (N)    112 10 40.     (W)     SCALED    
 DV0582* NAVD 88     -       325.66   (+/-2cm)    1068.4    (feet)  VERTCON   
 DV0582  ___________________________________________________________________
 DV0582  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0582
 DV0582.The horizontal coordinates were scaled from a topographic map and have
 DV0582.an estimated accuracy of +/- 6 seconds.
 DV0582
 DV0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0582.The vertical order pertains to the NGVD 29 superseded value.
 DV0582
 DV0582.The geoid height was determined by GEOID03.
 DV0582
 DV0582;                    North         East    Units  Estimated Accuracy
 DV0582;SPC AZ C     -   273,230.      189,090.      MT  (+/- 180 meters Scaled)
 DV0582
 DV0582                          SUPERSEDED SURVEY CONTROL
 DV0582
 DV0582  NGVD 29 (??/??/92)  325.034  (m)         1066.38   (f) ADJ UNCH    2 0
 DV0582
 DV0582.Superseded values are not recommended for survey control.
 DV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0582.See file dsdata.txt to determine how the superseded data were derived.
 DV0582
 DV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC905033(NAD 83)
 DV0582_MARKER: DR = REFERENCE MARK DISK
 DV0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0582_STAMPING: MACK NO 2 1963
 DV0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0582+STABILITY: SURFACE MOTION
 DV0582
 DV0582  HISTORY     - Date     Condition        Report By
 DV0582  HISTORY     - 1963     MONUMENTED       CGS
 DV0582  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0582
 DV0582                          STATION DESCRIPTION
 DV0582
 DV0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0582'IN PHOENIX.
 DV0582'1.5 MILES NORTH ALONG 59TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0582'RAILROAD CROSSING OF 59TH AVENUE, THENCE 0.5 MILE EAST ALONG MCDOWELL
 DV0582'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD BETWEEN TWO IRRIGATION
 DV0582'CANALS, 33.6 FEET NORTH OF TRAVERSE STATION MACK, 37.0 FEET NORTH OF A
 DV0582'METAL WITNESS POST, 14 FEET EAST OF THE CENTER OF THE ROAD, 28.5 FEET
 DV0582'NORTH OF A LARGE TRIANGLE BLAZED COTTONWOOD TREE, 30 FEET EAST OF A
 DV0582'CANAL, 5 FEET WEST OF A CANAL, AND SET IN TOP OF A CONCRETE POST FLUSH
 DV0582'WITH THE GROUND.
 DV0582
 DV0582                          STATION RECOVERY (2007)
 DV0582
 DV0582'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0582'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK. THE DITCH HAS BEEN
 DV0582'FILLED IN, THE TREES HAVE BEEN REMOVED, AND THE PROPERTY HAS BEEN
 DV0582'COMMERCIALLY DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0907 ***********************************************************************
 EU0907  DESIGNATION -  MACKENZIE
 EU0907  PID         -  EU0907
 EU0907  STATE/COUNTY-  AZ/MOHAVE
 EU0907  USGS QUAD   -  YUCCA SE (1970)
 EU0907
 EU0907                         *CURRENT SURVEY CONTROL
 EU0907  ___________________________________________________________________
 EU0907* NAD 83(1992)-  34 51 45.10040(N)    114 01 59.06139(W)     ADJUSTED  
 EU0907* NAVD 88     -       788.8    (meters)    2588.     (feet)  VERTCON   
 EU0907  ___________________________________________________________________
 EU0907  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 EU0907  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EU0907  HORZ ORDER  -  SECOND
 EU0907
 EU0907.The horizontal coordinates were established by classical geodetic methods
 EU0907.and adjusted by the National Geodetic Survey in August 1993.
 EU0907
 EU0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0907
 EU0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0907
 EU0907.The geoid height was determined by GEOID03.
 EU0907
 EU0907;                    North         East     Units Scale Factor Converg.
 EU0907;SPC AZ W     -   428,375.506   187,477.364   MT  0.99994159   -0 09 42.5
 EU0907;SPC AZ W     - 1,405,431.45    615,083.22   iFT  0.99994159   -0 09 42.5
 EU0907;UTM  11      - 3,861,814.378   771,231.394   MT  1.00050681   +1 41 49.1
 EU0907;UTM  12      - 3,861,995.583   222,719.774   MT  1.00054771   -1 44 05.4
 EU0907
 EU0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0907!SPC AZ W     -   0.99988080  x   0.99994159  =   0.99982240
 EU0907!UTM  11      -   0.99988080  x   1.00050681  =   1.00038755
 EU0907!UTM  12      -   0.99988080  x   1.00054771  =   1.00042844
 EU0907
 EU0907|---------------------------------------------------------------------|
 EU0907| PID    Reference Object                     Distance      Geod. Az  |
 EU0907|                                                           dddmmss.s |
 EU0907| CC5578 MACKENZIE RM 1                       15.121 METERS 06356     |
 EU0907| CC5577 MACKENZIE AZ MK                                    2595826.9 |
 EU0907| CC5579 MACKENZIE RM 2                       10.615 METERS 32449     |
 EU0907|---------------------------------------------------------------------|
 EU0907
 EU0907                          SUPERSEDED SURVEY CONTROL
 EU0907
 EU0907  NAD 83(1986)-  34 51 45.09978(N)    114 01 59.06927(W) AD(       ) 2
 EU0907  NAD 27      -  34 51 45.08100(N)    114 01 56.25700(W) AD(       ) 2
 EU0907  NGVD 29 (07/19/86)  788.0    (m)         2585.     (f) VERT ANG    3  
 EU0907
 EU0907.Superseded values are not recommended for survey control.
 EU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0907.See file dsdata.txt to determine how the superseded data were derived.
 EU0907
 EU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU7123161814(NAD 83)
 EU0907_MARKER: DS = TRIANGULATION STATION DISK
 EU0907_SETTING: 80 = SET IN A BOULDER
 EU0907_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EU0907
 EU0907  HISTORY     - Date     Condition        Report By
 EU0907  HISTORY     - 1948     MONUMENTED       CGS
 EU0907  HISTORY     - 1955     GOOD             CGS
 EU0907  HISTORY     - 1960     GOOD             CGS
 EU0907  HISTORY     - 1961     GOOD             CGS
 EU0907  HISTORY     - 1968     GOOD             CGS
 EU0907
 EU0907                          STATION DESCRIPTION
 EU0907
 EU0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0907'THE STATION IS ABOUT 7 MILES EAST OF YUCCA, ON THE NORTH SIDE
 EU0907'OF A BLADED ROAD LEADING TO THE BORIANA MINE, NEAR THE WEST
 EU0907'SLOPE OF THE HUALPAI MOUNTAIN AND SOUTH OF THE MACKENZIE WASH.
 EU0907'
 EU0907'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY TOWARDS SIGNAL
 EU0907'FOR 2.6 MILES TO A FORK AND SIGN BORIANA MINE LEFT.  TURN
 EU0907'LEFT TOWARDS THE MINE AND CONTINUE FOR 4.0 MILES TO A LOW
 EU0907'ROCKY BUTTE ON THE RIGHT CLOSE TO THE ROAD.  CONTINUE ON
 EU0907'BLADED ROAD FOR 1.2 MILES TO THE STATION ON THE NORTH SIDE OF
 EU0907'THE ROAD.
 EU0907'
 EU0907'THE STATION IS A STANDARD BRONZE DISK SET IN A 12-INCH BOULDER
 EU0907'PROJECTING ABOUT 4 INCHES, AND IS 30 FEET NORTH OF THE ROAD
 EU0907'CENTER.  IT IS STAMPED MACKENZIE 1948.
 EU0907'
 EU0907'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 EU0907'IN A 14-INCH BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT
 EU0907'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED MACKENZIE
 EU0907'NO 1 1948.
 EU0907'
 EU0907'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 EU0907'IN A 12-INCH BOULDER PROJECTING ABOUT 6 INCHES, AND IS ABOUT
 EU0907'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED MACKENZIE
 EU0907'NO 2 1948.
 EU0907'
 EU0907'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 12-INCH
 EU0907'CONCRETE POST FLUSH WITH THE GROUND SURFACE, 50 FEET NORTH
 EU0907'OF THE ROAD AND ABOUT 1/4 MILE WEST-SOUTHWEST OF THE STATION.
 EU0907'IT IS STAMPED MACKENZIE 1948.
 EU0907
 EU0907                          STATION RECOVERY (1955)
 EU0907
 EU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0907'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EU0907'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EU0907'
 EU0907'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 EU0907
 EU0907                          STATION RECOVERY (1960)
 EU0907
 EU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 EU0907'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 EU0907'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 EU0907'
 EU0907'A NEW TO REACH FOLLOWS--
 EU0907'
 EU0907'TO REACH THE STATION FROM YUCCA GO SOUTH ON U.S. HIGHWAY
 EU0907'66 FOR 1.6 MILES TO A BLADED ROAD ON THE LEFT.  TURN LEFT
 EU0907'AND PROCEED EASTERLY ALONG BLADED ROAD FOR 2.0 MILES TO A FORK
 EU0907'AND SIGN READING BORIANA MINE.  TAKE THE LEFT FORK AND CONTINUE
 EU0907'EASTERLY TOWARDS THE MINE FOR 4.8 MILES TO THE STATION ON
 EU0907'THE NORTH SIDE OF THE ROAD.
 EU0907
 EU0907                          STATION RECOVERY (1961)
 EU0907
 EU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 EU0907'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EU0907
 EU0907                          STATION RECOVERY (1968)
 EU0907
 EU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EHT)
 EU0907'GENERAL LOCATION THE STATION, REFERENCE MARKS, AND AZIMUTH
 EU0907'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 EU0907'FOLLOWS.
 EU0907'
 EU0907'TO REACH TO REACH THE STATION FROM YUCCA GO SOUTH FOR
 EU0907'1.60 MILES TO A BLADED ROAD TO THE LEFT.  TURN LEFT, EASTERLY,
 EU0907'ON THE BLADED ROAD FOR 2.00 MILES TO A FORK AND SIGN READING
 EU0907'BORIANA MINE.  TAKE THE LEFT FORK FOR 0.70 MILE TO R FORK IN THE
 EU0907'ROAD.  TAKE THE LEFT FORK FOR 2.76 MILES TO A LOW HILL ON
 EU0907'THE RIGHT, CONTINUE ON FOR 1.20 MILES TO THE STATION ON THE
 EU0907'LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7532 ***********************************************************************
 DK7532  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7532  DESIGNATION -  MACKENZIE
 DK7532  PID         -  DK7532
 DK7532  STATE/COUNTY-  AZ/COCHISE
 DK7532  USGS QUAD   -  GALLETA FLAT WEST (1973)
 DK7532
 DK7532                         *CURRENT SURVEY CONTROL
 DK7532  ___________________________________________________________________
 DK7532* NAD 83(2007)-  32 04 39.33686(N)    110 27 07.24072(W)     ADJUSTED  
 DK7532* NAVD 88     -      1200.32   (meters)    3938.0    (feet)  GPS OBS   
 DK7532  ___________________________________________________________________
 DK7532  EPOCH DATE  -        2007.00
 DK7532  X           -  -1,890,547.301 (meters)                     COMP
 DK7532  Y           -  -5,069,438.239 (meters)                     COMP
 DK7532  Z           -   3,368,347.800 (meters)                     COMP
 DK7532  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DK7532  ELLIP HEIGHT-        1172.577 (meters)          (11/28/08) ADJUSTED
 DK7532  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DK7532  HORZ ORDER  -  B
 DK7532  ELLP ORDER  -  FOURTH    CLASS II
 DK7532
 DK7532.The horizontal coordinates were established by GPS observations
 DK7532.and adjusted by the National Geodetic Survey in November 2008.
 DK7532
 DK7532.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7532.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7532.The horizontal coordinates are valid at the epoch date displayed above.
 DK7532.The epoch date for horizontal control is a decimal equivalence
 DK7532.of Year/Month/Day.
 DK7532
 DK7532.The orthometric height was determined by GPS observations and a
 DK7532.high-resolution geoid model.
 DK7532.The orthometric height was determined by GPS observations and a
 DK7532.high-resolution geoid model using precise GPS observation and
 DK7532.processing techniques.
 DK7532
 DK7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7532
 DK7532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7532
 DK7532.The ellipsoidal height was determined by GPS observations
 DK7532.and is referenced to NAD 83.
 DK7532
 DK7532.The geoid height was determined by GEOID03.
 DK7532
 DK7532;                    North         East     Units Scale Factor Converg.
 DK7532;SPC AZ E     -   119,505.942   186,422.265   MT  0.99990895   -0 09 05.5
 DK7532;SPC AZ E     -   392,079.86    611,621.60   iFT  0.99990895   -0 09 05.5
 DK7532;UTM  12      - 3,549,167.752   551,717.169   MT  0.99963298   +0 17 27.7
 DK7532
 DK7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7532!SPC AZ E     -   0.99981592  x   0.99990895  =   0.99972489
 DK7532!UTM  12      -   0.99981592  x   0.99963298  =   0.99944897
 DK7532
 DK7532                          SUPERSEDED SURVEY CONTROL
 DK7532
 DK7532.No superseded survey control is available for this station.
 DK7532
 DK7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5171749168(NAD 83)
 DK7532_MARKER: DD = SURVEY DISK
 DK7532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7532_STAMPING: MACKENZE 2005
 DK7532_MARK LOGO: AZ-003
 DK7532_PROJECTION: FLUSH
 DK7532_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7532+STABILITY: SURFACE MOTION
 DK7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7532+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7532
 DK7532  HISTORY     - Date     Condition        Report By
 DK7532  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7532
 DK7532                          STATION DESCRIPTION
 DK7532
 DK7532'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7532'ON INTERSTATE 10 TRAVELING WEST FROM BENSON ARIZONA TAKE EXIT 297, AND
 DK7532'TRAVEL NORTH ON MESCAL ROAD FOR APPROXIMATELY 8.97 MILE (14.4 KM) TO
 DK7532'THE STATION ON THE LEFT.
 DK7532' 
 DK7532'THE STATION IS LOCATED APPROXIMATELY 30 FEET WEST OF THE ROAD AND 90
 DK7532'FEET EAST OF THE CREEK.
 DK7532' 
 DK7532'IT IS A 3 INCH BRASS COCHISE COUNTY HIGHWAY AND FLOODPLAIN DEPARTMENT
 DK7532'DISK STAMPED MACKENZIE 2005
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0866 ***********************************************************************
 ES0866  DESIGNATION -  MACKS
 ES0866  PID         -  ES0866
 ES0866  STATE/COUNTY-  AZ/COCONINO
 ES0866  USGS QUAD   -  QUAYLE HILL (1971)
 ES0866
 ES0866                         *CURRENT SURVEY CONTROL
 ES0866  ___________________________________________________________________
 ES0866* NAD 83(1992)-  34 37 51.85901(N)    111 06 48.09680(W)     ADJUSTED  
 ES0866* NAVD 88     -      2083.0    (meters)    6834.     (feet)  VERTCON   
 ES0866  ___________________________________________________________________
 ES0866  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 ES0866  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0866  HORZ ORDER  -  SECOND
 ES0866
 ES0866.The horizontal coordinates were established by classical geodetic methods
 ES0866.and adjusted by the National Geodetic Survey in August 1993.
 ES0866
 ES0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0866
 ES0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0866
 ES0866.The geoid height was determined by GEOID03.
 ES0866
 ES0866;                    North         East     Units Scale Factor Converg.
 ES0866;SPC AZ C     -   402,943.896   287,013.486   MT  0.99996684   +0 27 23.5
 ES0866;SPC AZ C     - 1,321,994.41    941,645.30   iFT  0.99996684   +0 27 23.5
 ES0866;UTM  12      - 3,832,137.431   489,609.476   MT  0.99960133   -0 03 51.9
 ES0866
 ES0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0866!SPC AZ C     -   0.99967682  x   0.99996684  =   0.99964367
 ES0866!UTM  12      -   0.99967682  x   0.99960133  =   0.99927828
 ES0866
 ES0866:                Primary Azimuth Mark                     Grid Az
 ES0866:SPC AZ C     -  SINK HOLE                                044 49 23.6
 ES0866:UTM  12      -  SINK HOLE                                045 20 39.0
 ES0866
 ES0866|---------------------------------------------------------------------|
 ES0866| PID    Reference Object                     Distance      Geod. Az  |
 ES0866|                                                           dddmmss.s |
 ES0866| ES0878 SINK HOLE                           407.328 METERS 0451647.1 |
 ES0866| ES0844 BIG PINE                            APPROX. 1.0 KM 2472222.3 |
 ES0866|---------------------------------------------------------------------|
 ES0866
 ES0866                          SUPERSEDED SURVEY CONTROL
 ES0866
 ES0866  NAD 83(1986)-  34 37 51.85234(N)    111 06 48.10074(W) AD(       ) 2
 ES0866  NGVD 29 (07/10/87) 2082.1    (m)         6831.     (f) VERT ANG    3  
 ES0866
 ES0866.Superseded values are not recommended for survey control.
 ES0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0866.See file dsdata.txt to determine how the superseded data were derived.
 ES0866
 ES0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8960932137(NAD 83)
 ES0866_MARKER: DS = TRIANGULATION STATION DISK
 ES0866_SETTING: 80 = SET IN A BOULDER
 ES0866_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0866+STABILITY: SURFACE MOTION
 ES0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0866+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 ES0866
 ES0866  HISTORY     - Date     Condition        Report By
 ES0866  HISTORY     - 1981     MONUMENTED       AZDT
 ES0866  HISTORY     - 19980817 GOOD             USPSQD
 ES0866  HISTORY     - 20080723 GOOD             GEOCAC
 ES0866
 ES0866                          STATION DESCRIPTION
 ES0866
 ES0866'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0866'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0866'STATION ALONG ARIZONA HIGHWAY 87.
 ES0866'
 ES0866'THE STATION MARK IS AN AZDT DISK STAMPED---MACKS 1981---SET IN
 ES0866'A DRILL HOLE IN A BOULDER 69 FEET SOUTHEAST OF THE CENTERLINE OF THE
 ES0866'HIGHWAY AND 4 FEET NORTHWEST OF A CAIRN.
 ES0866'
 ES0866'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0866'
 ES0866'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0866'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0866'CONTINUE NORTH ALONG THE HIGHWAY FOR 4.6 MILES TO THE STATION ON THE
 ES0866'RIGHT AT MILEPOST 304.25.
 ES0866
 ES0866                          STATION RECOVERY (1998)
 ES0866
 ES0866'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0866'RECOVERED IN GOOD CONDITION.
 ES0866
 ES0866                          STATION RECOVERY (2008)
 ES0866
 ES0866'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1895 ***********************************************************************
 DU1895  DESIGNATION -  MADERA
 DU1895  PID         -  DU1895
 DU1895  STATE/COUNTY-  AZ/GILA
 DU1895  USGS QUAD   -  PINAL PEAK (1979)
 DU1895
 DU1895                         *CURRENT SURVEY CONTROL
 DU1895  ___________________________________________________________________
 DU1895* NAD 83(1992)-  33 20 23.77732(N)    110 52 13.82479(W)     ADJUSTED  
 DU1895* NAVD 88     -      2026.7    (meters)    6649.     (feet)  VERTCON   
 DU1895  ___________________________________________________________________
 DU1895  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 DU1895  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DU1895  HORZ ORDER  -  THIRD
 DU1895
 DU1895.The horizontal coordinates were established by classical geodetic methods
 DU1895.and adjusted by the National Geodetic Survey in August 1993.
 DU1895
 DU1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1895
 DU1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1895
 DU1895.The geoid height was determined by GEOID03.
 DU1895
 DU1895;                    North         East     Units Scale Factor Converg.
 DU1895;SPC AZ E     -   259,670.634   147,843.158   MT  0.99995290   -0 23 12.7
 DU1895;SPC AZ E     -   851,937.78    485,049.73   iFT  0.99995290   -0 23 12.7
 DU1895;UTM  12      - 3,688,981.032   512,050.110   MT  0.99960179   +0 04 16.2
 DU1895
 DU1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1895!SPC AZ E     -   0.99968622  x   0.99995290  =   0.99963914
 DU1895!UTM  12      -   0.99968622  x   0.99960179  =   0.99928814
 DU1895
 DU1895:                Primary Azimuth Mark                     Grid Az
 DU1895:SPC AZ E     -  SIGNAL                                   148 32 39.1
 DU1895:UTM  12      -  SIGNAL                                   148 05 10.2
 DU1895
 DU1895|---------------------------------------------------------------------|
 DU1895| PID    Reference Object                     Distance      Geod. Az  |
 DU1895|                                                           dddmmss.s |
 DU1895| DU1902 SIGNAL                              APPROX. 6.1 KM 1480926.4 |
 DU1895|---------------------------------------------------------------------|
 DU1895
 DU1895                          SUPERSEDED SURVEY CONTROL
 DU1895
 DU1895  NAD 83(1986)-  33 20 23.77291(N)    110 52 13.82478(W) AD(       ) 3
 DU1895  NGVD 29 (09/20/88) 2026.0    (m)         6647.     (f) VERT ANG    3  
 DU1895
 DU1895.Superseded values are not recommended for survey control.
 DU1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1895.See file dsdata.txt to determine how the superseded data were derived.
 DU1895
 DU1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1205088981(NAD 83)
 DU1895_MARKER: DS = TRIANGULATION STATION DISK
 DU1895_SETTING: 80 = SET IN A BOULDER
 DU1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1895+STABILITY: SURFACE MOTION
 DU1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1895+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DU1895
 DU1895  HISTORY     - Date     Condition        Report By
 DU1895  HISTORY     - 1944     MONUMENTED       USGS
 DU1895  HISTORY     - 1946     GOOD             USGS
 DU1895  HISTORY     - 1963     GOOD             USGS
 DU1895  HISTORY     - 20081114 GOOD             GEOCAC
 DU1895
 DU1895                          STATION DESCRIPTION
 DU1895
 DU1895'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 DU1895'STATION MARK--STANDARD TABLET STAMPED---MADERA 1944---, CEMENTED IN
 DU1895'LARGE BOULDER BURIED IN GROUND UNDER CENTER OF LOH ON TOWER.
 DU1895'
 DU1895'RM 1--INSIDE CORNER OF SOUTHWEST CONCRETE PIER.
 DU1895'
 DU1895'RM 2--INSIDE CORNER OF NORTHWEST CONCRETE PIER.
 DU1895'
 DU1895'RM 3--INSIDE CORNER OF NORTHEAST CONCRETE PIER.
 DU1895'
 DU1895'RM 4--INSIDE CORNER OF SOUTHEAST CONCRETE PIER.
 DU1895
 DU1895                          STATION RECOVERY (1946)
 DU1895
 DU1895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU1895'RECOVERED IN GOOD CONDITION.
 DU1895
 DU1895                          STATION RECOVERY (1963)
 DU1895
 DU1895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1895'RECOVERED IN GOOD CONDITION.
 DU1895'
 DU1895'LOCATED ABOUT 4 MI S. AND 6 MI W. OF GLOBE POST OFFICE.  ON
 DU1895'PROMINENT, TIMBERED PEAK KNOWN AS MADERA PEAK.  THERE IS AN
 DU1895'ABANDONED 50-FT. STEEL TOWER IN CONCRETE FOOTINGS CENTERED OVER
 DU1895'STATION MARK.
 DU1895'
 DU1895'TO REACH FROM GLOBE POST OFFICE, GO ALONG U.S. HWYS. 60 AND 70
 DU1895'3.7 MI W.  GO LEFT ALONG RD. 6 MI S. TO SIGNAL PEAK LOT.  GO RIGHT
 DU1895'AT MAIN JCT. ON RIDGE 5.2 MI TO JCT. AND SIGN
 DU1895'MADERA PEAK 4 MILES.  GO RIGHT ALONG RD. 4.5 MI TO SUMMIT OF
 DU1895'MADERA PEAK.  THERE ARE TWO SMALL BLDGS. AND ANTENNA ON PEAK.
 DU1895
 DU1895                          STATION RECOVERY (2008)
 DU1895
 DU1895'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1895'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU1895'THE DESCRIPTION - THE STEEL TOWER AND SMALL BUILDINGS HAVE BEEN
 DU1895'REMOVED HOWEVER THE CONCRETE FOOTINGS ARE STILL IN PLACE. THE MARK IS
 DU1895'LOCATED 1.0 FEET NORTH OF THE SOUTHERN TRUNK OF A PIN OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0263 ***********************************************************************
 ET0263  DESIGNATION -  MAGGIE
 ET0263  PID         -  ET0263
 ET0263  STATE/COUNTY-  AZ/YAVAPAI
 ET0263  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0263
 ET0263                         *CURRENT SURVEY CONTROL
 ET0263  ___________________________________________________________________
 ET0263* NAD 83(1992)-  34 06 01.05427(N)    112 08 38.45597(W)     ADJUSTED  
 ET0263* NAVD 88     -       681.92   (+/-2cm)    2237.3    (feet)  VERTCON   
 ET0263  ___________________________________________________________________
 ET0263  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 ET0263  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 ET0263  HORZ ORDER  -  SECOND
 ET0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0263
 ET0263.The horizontal coordinates were established by classical geodetic methods
 ET0263.and adjusted by the National Geodetic Survey in August 1993.
 ET0263
 ET0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0263.The vertical order pertains to the NGVD 29 superseded value.
 ET0263
 ET0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0263
 ET0263.The geoid height was determined by GEOID03.
 ET0263
 ET0263;                    North         East     Units Scale Factor Converg.
 ET0263;SPC AZ C     -   343,800.884   192,383.216   MT  0.99990542   -0 07 38.9
 ET0263;SPC AZ C     - 1,127,955.66    631,178.53   iFT  0.99990542   -0 07 38.9
 ET0263;UTM  12      - 3,773,867.029   394,474.342   MT  0.99973727   -0 38 29.2
 ET0263
 ET0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0263!SPC AZ C     -   0.99989735  x   0.99990542  =   0.99980278
 ET0263!UTM  12      -   0.99989735  x   0.99973727  =   0.99963465
 ET0263
 ET0263|---------------------------------------------------------------------|
 ET0263| PID    Reference Object                     Distance      Geod. Az  |
 ET0263|                                                           dddmmss.s |
 ET0263| ET0264 MAGGIE RM 1                           5.846 METERS 10120     |
 ET0263| ET0262 MAGGIE RM 2                           5.415 METERS 20329     |
 ET0263| ET0933 FORT                                APPROX. 4.0 KM 3454347.7 |
 ET0263|---------------------------------------------------------------------|
 ET0263
 ET0263                          SUPERSEDED SURVEY CONTROL
 ET0263
 ET0263  NAD 83(1986)-  34 06 01.04856(N)    112 08 38.45773(W) AD(       ) 2
 ET0263  NAD 27      -  34 06 00.92310(N)    112 08 35.87950(W) AD(       ) 2
 ET0263  NGVD 29 (??/??/92)  681.297  (m)         2235.22   (f) ADJ UNCH    2 0
 ET0263
 ET0263.Superseded values are not recommended for survey control.
 ET0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0263.See file dsdata.txt to determine how the superseded data were derived.
 ET0263
 ET0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9447473867(NAD 83)
 ET0263_MARKER: DS = TRIANGULATION STATION DISK
 ET0263_SETTING: 80 = SET IN A BOULDER
 ET0263_SP_SET: BOULDER
 ET0263_STAMPING: MAGGIE 1958
 ET0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0263+STABILITY: SURFACE MOTION
 ET0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0263+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2008
 ET0263
 ET0263  HISTORY     - Date     Condition        Report By
 ET0263  HISTORY     - 1959     MONUMENTED       CGS
 ET0263  HISTORY     - 1959     GOOD             NGS
 ET0263  HISTORY     - 20080222 GOOD             GEOCAC
 ET0263
 ET0263                          STATION DESCRIPTION
 ET0263
 ET0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0263'THE STATION IS ON THE SUMMIT OF A SMALL PEAKED HILL ABOUT 2
 ET0263'MILES NORTH OF BLACK CANYON AND 400 FEET WEST OF ARIZONA STATE
 ET0263'HIGHWAY 69.
 ET0263'
 ET0263'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON, GO
 ET0263'NORTHERLY ON ARIZONA STATE HIGHWAY 69 FOR 2.4 MILES TO A BLADED
 ET0263'ROAD ON THE LEFT.  TURN SHARP LEFT ON THE BLADED ROAD AND GO
 ET0263'0.05 MILE TO A WIRE GATE, GO THROUGH THE GATE AND FOLLOW THE
 ET0263'ROAD SOUTHWESTERLY ACROSS THE WASH AND UP THE HILL FOR 0.2 MILE
 ET0263'TO A STEEL TRANSMISSION TOWER AT THE TOP OF THE GRADE.  PACK
 ET0263'EAST FROM THE STEEL TOWER, ABOUT 150 FEET TO THE TOP OF THE
 ET0263'HILL AND THE STATION.
 ET0263'
 ET0263'THE STATION MARK IS A STANDARD DISK STAMPED MAGGIE 1958, CEMENTED
 ET0263'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES AND IS 6.2
 ET0263'FEET SOUTHWEST OF A WITNESS POST.
 ET0263'
 ET0263'R.M. 1 IS A STANDARD DISK STAMPED MAGGIE NO 1 1958, CEMENTED
 ET0263'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH AND IS 15.9
 ET0263'FEET SOUTHEAST OF THE WITNESS POST.
 ET0263'
 ET0263'R.M. 2 IS A STANDARD DISK STAMPED MAGGIE NO 2 1958, CEMENTED
 ET0263'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES AND IS
 ET0263'23.2 FEET SOUTHWEST OF THE WITNESS POST.
 ET0263'
 ET0263'TRIANGULATION STATION FORT CAN BE USED AS AN AZIMUTH MARK.
 ET0263'(SEE DESCRIPTION THEREOF.)
 ET0263
 ET0263                          STATION RECOVERY (1959)
 ET0263
 ET0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0263'2.2 MI N FROM BLACK CANYON.
 ET0263'2.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0263'CANYON, ON THE SUMMIT OF A SMALL PEAKED HILL THAT IS ABOUT 400 FEET
 ET0263'WEST OF THE HIGHWAY, 6.2 FEET SOUTHWEST OF THE WITNESS POST, CEMENTED
 ET0263'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 ET0263
 ET0263                          STATION RECOVERY (2008)
 ET0263
 ET0263'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0263'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0263'CONDITION.
 ET0263' 
 ET0263'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE I-17 SOUTHBOUND EXIT
 ET0263'244 OLD BLACK CANYON HIGHWAY EXIT AND MAGGIE MINE ROAD TAKE MAGGIE
 ET0263'MINE ROAD WEST FOR 1.5 MILES TO GAS LINE ROAD ON THE RIGHT WHICH IS A
 ET0263'ROUGH 4X4 HIGH CLEARANCE ROAD, TURN RIGHT AND HEAD NORTHEAST ON GAS
 ET0263'LINE ROAD FOR .25 MILES TO STEEL TRANSMISSION TOWER. PARK AND PACK
 ET0263'EAST 150 FEET TO THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0264 ***********************************************************************
 ET0264  DESIGNATION -  MAGGIE RM 1
 ET0264  PID         -  ET0264
 ET0264  STATE/COUNTY-  AZ/YAVAPAI
 ET0264  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0264
 ET0264                         *CURRENT SURVEY CONTROL
 ET0264  ___________________________________________________________________
 ET0264* NAD 83(1986)-  34 06 00.     (N)    112 08 38.     (W)     SCALED    
 ET0264* NAVD 88     -       681.51   (+/-2cm)    2235.9    (feet)  VERTCON   
 ET0264  ___________________________________________________________________
 ET0264  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 ET0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0264
 ET0264.The horizontal coordinates were scaled from a topographic map and have
 ET0264.an estimated accuracy of +/- 6 seconds.
 ET0264
 ET0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0264.The vertical order pertains to the NGVD 29 superseded value.
 ET0264
 ET0264.The geoid height was determined by GEOID03.
 ET0264
 ET0264;                    North         East    Units  Estimated Accuracy
 ET0264;SPC AZ C     -   343,770.      192,400.      MT  (+/- 180 meters Scaled)
 ET0264
 ET0264                          SUPERSEDED SURVEY CONTROL
 ET0264
 ET0264  NGVD 29 (??/??/92)  680.885  (m)         2233.87   (f) ADJ UNCH    2 0
 ET0264
 ET0264.Superseded values are not recommended for survey control.
 ET0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0264.See file dsdata.txt to determine how the superseded data were derived.
 ET0264
 ET0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC944738(NAD 83)
 ET0264_MARKER: DR = REFERENCE MARK DISK
 ET0264_SETTING: 80 = SET IN A BOULDER
 ET0264_SP_SET: BOULDER
 ET0264_STAMPING: MAGGIE NO 1 1958
 ET0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0264+STABILITY: SURFACE MOTION
 ET0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0264+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 ET0264
 ET0264  HISTORY     - Date     Condition        Report By
 ET0264  HISTORY     - 1958     MONUMENTED       CGS
 ET0264  HISTORY     - 1959     GOOD             NGS
 ET0264  HISTORY     - 20070113 GOOD             USPSQD
 ET0264  HISTORY     - 20080222 GOOD             GEOCAC
 ET0264
 ET0264                          STATION DESCRIPTION
 ET0264
 ET0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0264'2.2 MI N FROM BLACK CANYON.
 ET0264'2.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0264'CANYON, ON THE SUMMIT OF A SMALL PEAKED HILL THAT IS ABOUT 400 FEET
 ET0264'WEST OF THE HIGHWAY, 16 FEET SOUTHEAST OF THE WITNESS POST, CEMENTED
 ET0264'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.
 ET0264
 ET0264                          STATION RECOVERY (2007)
 ET0264
 ET0264'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0264'RECOVERED AS DESCRIBED
 ET0264
 ET0264                          STATION RECOVERY (2008)
 ET0264
 ET0264'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0264'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0264'34 06 01.1 (N)   112 08 38.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0262 ***********************************************************************
 ET0262  DESIGNATION -  MAGGIE RM 2
 ET0262  PID         -  ET0262
 ET0262  STATE/COUNTY-  AZ/YAVAPAI
 ET0262  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0262
 ET0262                         *CURRENT SURVEY CONTROL
 ET0262  ___________________________________________________________________
 ET0262* NAD 83(1986)-  34 06 00.     (N)    112 08 38.     (W)     SCALED    
 ET0262* NAVD 88     -       681.80   (+/-2cm)    2236.9    (feet)  VERTCON   
 ET0262  ___________________________________________________________________
 ET0262  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 ET0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0262
 ET0262.The horizontal coordinates were scaled from a topographic map and have
 ET0262.an estimated accuracy of +/- 6 seconds.
 ET0262
 ET0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0262.The vertical order pertains to the NGVD 29 superseded value.
 ET0262
 ET0262.The geoid height was determined by GEOID03.
 ET0262
 ET0262;                    North         East    Units  Estimated Accuracy
 ET0262;SPC AZ C     -   343,770.      192,400.      MT  (+/- 180 meters Scaled)
 ET0262
 ET0262                          SUPERSEDED SURVEY CONTROL
 ET0262
 ET0262  NGVD 29 (??/??/92)  681.174  (m)         2234.82   (f) ADJ UNCH    2 0
 ET0262
 ET0262.Superseded values are not recommended for survey control.
 ET0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0262.See file dsdata.txt to determine how the superseded data were derived.
 ET0262
 ET0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC944738(NAD 83)
 ET0262_MARKER: DR = REFERENCE MARK DISK
 ET0262_SETTING: 80 = SET IN A BOULDER
 ET0262_SP_SET: BOULDER
 ET0262_STAMPING: MAGGIE NO 2 1958
 ET0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0262+STABILITY: SURFACE MOTION
 ET0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0262+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2007
 ET0262
 ET0262  HISTORY     - Date     Condition        Report By
 ET0262  HISTORY     - 1958     MONUMENTED       CGS
 ET0262  HISTORY     - 1959     GOOD             NGS
 ET0262  HISTORY     - 20070113 GOOD             USPSQD
 ET0262  HISTORY     - 20080222 GOOD             GEOCAC
 ET0262
 ET0262                          STATION DESCRIPTION
 ET0262
 ET0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0262'2.2 MI N FROM BLACK CANYON.
 ET0262'2.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0262'CANYON, ON THE SUMMIT OF A SMALL PEAKED HILL THAT IS ABOUT 400 FEET
 ET0262'WEST OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE WITNESS POST, CEMENTED
 ET0262'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 ET0262
 ET0262                          STATION RECOVERY (2007)
 ET0262
 ET0262'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 ET0262'RECOVERED AS DESCRIBED
 ET0262
 ET0262                          STATION RECOVERY (2008)
 ET0262
 ET0262'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0262'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0262'34 06 00.9 (N)   112 08 38.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2293 ***********************************************************************
 DU2293  DESIGNATION -  MAGMA RESET
 DU2293  PID         -  DU2293
 DU2293  STATE/COUNTY-  AZ/PINAL
 DU2293  USGS QUAD   -  SACATON NE (1978)
 DU2293
 DU2293                         *CURRENT SURVEY CONTROL
 DU2293  ___________________________________________________________________
 DU2293* NAD 83(1992)-  33 08 03.26230(N)    111 30 07.05253(W)     ADJUSTED  
 DU2293* NAVD 88     -       464.671  (meters)    1524.51   (feet)  ADJUSTED  
 DU2293  ___________________________________________________________________
 DU2293  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DU2293  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2293  DYNAMIC HT  -         464.110 (meters)    1522.67  (feet)  COMP
 DU2293  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 DU2293
 DU2293  HORZ ORDER  -  SECOND
 DU2293  VERT ORDER  -  FIRST     CLASS II
 DU2293
 DU2293.The horizontal coordinates were established by classical geodetic methods
 DU2293.and adjusted by the National Geodetic Survey in August 1993.
 DU2293
 DU2293.The orthometric height was determined by differential leveling
 DU2293.and adjusted in November 1993.
 DU2293
 DU2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2293
 DU2293.The geoid height was determined by GEOID03.
 DU2293
 DU2293.The dynamic height is computed by dividing the NAVD 88
 DU2293.geopotential number by the normal gravity value computed on the
 DU2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2293.degrees latitude (g = 980.6199 gals.).
 DU2293
 DU2293.The modeled gravity was interpolated from observed gravity values.
 DU2293
 DU2293;                    North         East     Units Scale Factor Converg.
 DU2293;SPC AZ C     -   236,714.518   252,053.233   MT  0.99991845   +0 13 36.1
 DU2293;SPC AZ C     -   776,622.43    826,946.30   iFT  0.99991845   +0 13 36.1
 DU2293;UTM  12      - 3,666,281.016   453,179.973   MT  0.99962703   -0 16 27.8
 DU2293
 DU2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2293!SPC AZ C     -   0.99993168  x   0.99991845  =   0.99985014
 DU2293!UTM  12      -   0.99993168  x   0.99962703  =   0.99955874
 DU2293
 DU2293|---------------------------------------------------------------------|
 DU2293| PID    Reference Object                     Distance      Geod. Az  |
 DU2293|                                                           dddmmss.s |
 DU2293| DU0563 MAGMA RM 1                           12.173 METERS 11216     |
 DU2293| DU0561 MAGMA AZ MK                                        1422517.2 |
 DU2293| CH5885 MAGMA AZ MK 2                                      1505246.1 |
 DU2293| DU0564 MAGMA RM 2                           12.042 METERS 22449     |
 DU2293| DU0565 MAGMA RM 3                           18.515 METERS 27830     |
 DU2293|---------------------------------------------------------------------|
 DU2293
 DU2293                          SUPERSEDED SURVEY CONTROL
 DU2293
 DU2293  NAD 83(1986)-  33 08 03.25455(N)    111 30 07.05426(W) AD(       ) 2
 DU2293  NAD 27      -  33 08 03.04696(N)    111 30 04.59934(W) AD(       ) 2
 DU2293
 DU2293.Superseded values are not recommended for survey control.
 DU2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2293.See file dsdata.txt to determine how the superseded data were derived.
 DU2293
 DU2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5318066281(NAD 83)
 DU2293_MARKER: DH = HORIZONTAL CONTROL DISK
 DU2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2293_SP_SET: CONCRETE POST
 DU2293_STAMPING: MAGMA 1936 1977
 DU2293_MARK LOGO: NGS   
 DU2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2293+STABILITY: SURFACE MOTION
 DU2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2293+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DU2293
 DU2293  HISTORY     - Date     Condition        Report By
 DU2293  HISTORY     - 1977     MONUMENTED       NGS
 DU2293  HISTORY     - 1977     GOOD             NGS
 DU2293  HISTORY     - 19920110 GOOD             NGS
 DU2293  HISTORY     - 20060907 GOOD             GEOCAC
 DU2293
 DU2293                          STATION DESCRIPTION
 DU2293
 DU2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DU2293'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS
 DU2293'DESCRIBED IN 1967.  THE STATION MARK WAS LOWERED AT THIS TIME
 DU2293'FOR PROTECTION OF THE MARK AND AN UNDERGROUND MARK WAS SET ON THE
 DU2293'ORIGINAL POSITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 DU2293'TIME.  THE ANGLE BETWEEN REFERENCE MARKS 2 AND 3 CHECKS THE 1964
 DU2293'DATA BY 2 MINUTES, HOWEVER BOTH THE 1964 AND THE 1936
 DU2293'MEASUREMENTS SEEM TO HAVE BEEN MARK TO MARK OR SLOPE DISTANCE.
 DU2293'
 DU2293'THE STATION MARK IS A STANDARD DISK STAMPED, MAGMA 1936 1977.  IT
 DU2293'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 30 INCHES
 DU2293'ABOVE AN UNDERGROUND MARK AND FLUSH WITH THE GROUND SURFACE.  THE
 DU2293'MARK IS 28 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN LINE, 18
 DU2293'FEET NORTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT SOUTH OF
 DU2293'WITNESS POST.
 DU2293'
 DU2293'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, MAGMA NO 2 1936.  IT
 DU2293'IS SET IN TOP OF A CONCRETE MONUMENT WHICH IS 67-1/2 FEET SOUTH
 DU2293'OF THE SOUTH RAIL OF THE MAIN LINE, 23 FEET SOUTH OF THE CENTER
 DU2293'OF THE DIRT ROAD, 6-1/2 FEET NORTH OF A CONCRETE IRRIGATION
 DU2293'DITCH AND 1 FOOT NORTH OF WITNESS POST.
 DU2293'
 DU2293'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, MAGMA NO 3 1936.  IT
 DU2293'IS SET IN TOP OF A CONCRETE MONUMENT WHICH IS 91 FEET SOUTHWEST
 DU2293'OF THE TIN SHED, 67 FEET SOUTH OF THE SOUTH RAIL, 5 FEET NORTH
 DU2293'OF IRRIGATION DITCH AND 1 FOOT NORTH OF WITNESS POST.
 DU2293'
 DU2293'THE NEW AZIMUTH MARK IS A STANDARD DISK STAMPED, MAGMA 1936
 DU2293'1977.  IT IS SET IN A DRILL HOLE IN A IRRIGATION SIPHON AT
 DU2293'RAILROAD CROSSING.
 DU2293'
 DU2293'THE 1964 ROUTE TO STATION IS ADEQUATE.
 DU2293'
 DU2293'NOTE--THE STATION MARK WAS LOWERED 0.2620 METER.
 DU2293'
 DU2293'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2293'
 DU2293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2293'AT MAGMA R.R. SIDING.
 DU2293
 DU2293                          STATION RECOVERY (1977)
 DU2293
 DU2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DU2293'RECOVERED IN GOOD CONDITION.
 DU2293
 DU2293                          STATION RECOVERY (1992)
 DU2293
 DU2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU2293'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU2293'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU2293'THENCE 17.1 KM (10.60 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU2293'RAILROAD, 56.6 M (185.7 FT) SOUTHEAST OF RAILROAD SIGNAL NUMBER 9496,
 DU2293'11.7 M (38.4 FT) NORTHWEST OF THE WEST CORNER OF A SMALL TIN SHED,
 DU2293'12.0 M (39.4 FT) NORTHEAST OF REFERENCE MARK 2, 8.8 M (28.9 FT)
 DU2293'SOUTHWEST OF THE NEAR RAIL, 5.6 M (18.4 FT) NORTHEAST OF THE CENTER
 DU2293'OF A GRAVELED ROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.2 M
 DU2293'(0.7 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 DU2293'THE GROUND SURFACE.
 DU2293
 DU2293                          STATION RECOVERY (2006)
 DU2293
 DU2293'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0564 ***********************************************************************
 DU0564  DESIGNATION -  MAGMA RM 2
 DU0564  PID         -  DU0564
 DU0564  STATE/COUNTY-  AZ/PINAL
 DU0564  USGS QUAD   -  SACATON NE (1978)
 DU0564
 DU0564                         *CURRENT SURVEY CONTROL
 DU0564  ___________________________________________________________________
 DU0564* NAD 83(1986)-  33 08 02.     (N)    111 30 06.     (W)     SCALED    
 DU0564* NAVD 88     -       464.380  (meters)    1523.55   (feet)  ADJUSTED  
 DU0564  ___________________________________________________________________
 DU0564  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0564  DYNAMIC HT  -         463.820 (meters)    1521.72  (feet)  COMP
 DU0564  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 DU0564  OBS GRAVITY -     979,418.2   (mgal)                       GRAV_OBS
 DU0564
 DU0564  VERT ORDER  -  FIRST     CLASS II
 DU0564
 DU0564.The horizontal coordinates were scaled from a topographic map and have
 DU0564.an estimated accuracy of +/- 6 seconds.
 DU0564
 DU0564.The orthometric height was determined by differential leveling
 DU0564.and adjusted in November 1993.
 DU0564
 DU0564.The geoid height was determined by GEOID03.
 DU0564
 DU0564.The dynamic height is computed by dividing the NAVD 88
 DU0564.geopotential number by the normal gravity value computed on the
 DU0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0564.degrees latitude (g = 980.6199 gals.).
 DU0564
 DU0564.The modeled gravity was interpolated from observed gravity values.
 DU0564.The observed gravity was obtained from relative gravimeter ties
 DU0564.to the IGSN71 gravity network.
 DU0564
 DU0564;                    North         East    Units  Estimated Accuracy
 DU0564;SPC AZ C     -   236,680.      252,080.      MT  (+/- 180 meters Scaled)
 DU0564
 DU0564                          SUPERSEDED SURVEY CONTROL
 DU0564
 DU0564  NGVD 29 (??/??/92)  463.935  (m)         1522.09   (f) ADJ UNCH    1 2
 DU0564
 DU0564.Superseded values are not recommended for survey control.
 DU0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0564.See file dsdata.txt to determine how the superseded data were derived.
 DU0564
 DU0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532662(NAD 83)
 DU0564_MARKER: DR = REFERENCE MARK DISK
 DU0564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU0564+WITH SETTING: INFORMATION.
 DU0564_SP_SET: METAL ROD DRIVEN INTO GROUND
 DU0564_STAMPING: MAGMA NO 2 1936
 DU0564_MARK LOGO: CGS   
 DU0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0564+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1992
 DU0564
 DU0564  HISTORY     - Date     Condition        Report By
 DU0564  HISTORY     - 1936     MONUMENTED       CGS
 DU0564  HISTORY     - 1967     GOOD             NGS
 DU0564  HISTORY     - 19920110 GOOD             NGS
 DU0564  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 DU0564
 DU0564                          STATION DESCRIPTION
 DU0564
 DU0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0564'0.15 MI NW FROM MAGMA.
 DU0564'ABOUT 0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0564'STATION SIGN AT MAGMA, IN S 26, T 3 S, R 8 E, 0.1 MILE SOUTHEAST OF
 DU0564'THE CROSSING OF THE RAILROAD AND A ROAD, 6 RAILS SOUTHEAST OF
 DU0564'SEMAPHORE NUMBER 9495, 67 FEET SOUTHWEST AND ACROSS A ROAD FROM THE
 DU0564'SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, 21 FEET SOUTHWEST OF
 DU0564'THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS THE TRACKS, 39 1/2 FEET
 DU0564'SOUTHWEST AND ACROSS THE ROAD FROM MAGMA 1936, 51 FEET WEST AND ACROSS
 DU0564'THE ROAD FROM A SMALL METAL BUILDING, 5 FEET NORTHEAST OF THE
 DU0564'NORTHEAST CONCRETE BANK OF AN IRRIGATION CANAL, 0.5 FOOT NORTHEAST OF
 DU0564'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON
 DU0564'THE TOP OF A 1-INCH IRON PIPE PROJECTING 14 INCHES.
 DU0564
 DU0564                          STATION RECOVERY (1992)
 DU0564
 DU0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0564'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0564'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0564'THENCE 17.1 KM (10.60 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0564'RAILROAD, 20.4 M (66.9 FT) SOUTHWEST OF THE NEAR RAIL, 15.5 M (50.9
 DU0564'FT) WEST OF THE WEST CORNER OF A SMALL TIN SHED, 15.0 M (49.2 FT)
 DU0564'SOUTHEAST OF REFERENCE MARK 3, 12.0 M (39.4 FT) SOUTHWEST OF
 DU0564'TRIANGULATION STATION MAGMA RESET, 6.4 M (21.0 FT) SOUTHWEST OF THE
 DU0564'CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) NORTHEAST OF THE NORTHEAST
 DU0564'BANK OF AN IRRIGATION DITCH, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DU0564'ROAD, 0.1 M (0.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 DU0564'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DU0564
 DU0564                          STATION RECOVERY (2006)
 DU0564
 DU0564'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0564'PROBING IN THE AREA DID NOT UNCOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0565 ***********************************************************************
 DU0565  DESIGNATION -  MAGMA RM 3
 DU0565  PID         -  DU0565
 DU0565  STATE/COUNTY-  AZ/PINAL
 DU0565  USGS QUAD   -  SACATON NE (1978)
 DU0565
 DU0565                         *CURRENT SURVEY CONTROL
 DU0565  ___________________________________________________________________
 DU0565* NAD 83(1986)-  33 08 02.     (N)    111 30 06.     (W)     SCALED    
 DU0565* NAVD 88     -       464.094  (meters)    1522.62   (feet)  ADJUSTED  
 DU0565  ___________________________________________________________________
 DU0565  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0565  DYNAMIC HT  -         463.534 (meters)    1520.78  (feet)  COMP
 DU0565  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 DU0565  OBS GRAVITY -     979,418.2   (mgal)                       GRAV_OBS
 DU0565
 DU0565  VERT ORDER  -  FIRST     CLASS II
 DU0565
 DU0565.The horizontal coordinates were scaled from a topographic map and have
 DU0565.an estimated accuracy of +/- 6 seconds.
 DU0565
 DU0565.The orthometric height was determined by differential leveling
 DU0565.and adjusted in November 1993.
 DU0565
 DU0565.The geoid height was determined by GEOID03.
 DU0565
 DU0565.The dynamic height is computed by dividing the NAVD 88
 DU0565.geopotential number by the normal gravity value computed on the
 DU0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0565.degrees latitude (g = 980.6199 gals.).
 DU0565
 DU0565.The modeled gravity was interpolated from observed gravity values.
 DU0565.The observed gravity was obtained from relative gravimeter ties
 DU0565.to the IGSN71 gravity network.
 DU0565
 DU0565;                    North         East    Units  Estimated Accuracy
 DU0565;SPC AZ C     -   236,680.      252,080.      MT  (+/- 180 meters Scaled)
 DU0565
 DU0565                          SUPERSEDED SURVEY CONTROL
 DU0565
 DU0565  NGVD 29 (??/??/92)  463.653  (m)         1521.17   (f) ADJ UNCH    1 2
 DU0565
 DU0565.Superseded values are not recommended for survey control.
 DU0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0565.See file dsdata.txt to determine how the superseded data were derived.
 DU0565
 DU0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB532662(NAD 83)
 DU0565_MARKER: DR = REFERENCE MARK DISK
 DU0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0565_SP_SET: CONCRETE POST
 DU0565_STAMPING: MAGMA NO 3 1936
 DU0565_MARK LOGO: CGS   
 DU0565_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0565+STABILITY: SURFACE MOTION
 DU0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0565+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1992
 DU0565
 DU0565  HISTORY     - Date     Condition        Report By
 DU0565  HISTORY     - 1936     MONUMENTED       CGS
 DU0565  HISTORY     - 1967     GOOD             NGS
 DU0565  HISTORY     - 19920110 GOOD             NGS
 DU0565  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 DU0565
 DU0565                          STATION DESCRIPTION
 DU0565
 DU0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0565'0.15 MI NW FROM MAGMA.
 DU0565'ABOUT 0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0565'STATION SIGN AT MAGMA, IN S 26, T 3 S, R 8 E, 0.1 MILE SOUTHEAST OF
 DU0565'THE CROSSING OF THE RAILROAD AND A ROAD, 6 RAILS SOUTHEAST OF
 DU0565'SEMAPHORE NUMBER 9495, 73 FEET SOUTHWEST AND ACROSS A ROAD FROM THE
 DU0565'SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, 26 FEET SOUTHWEST OF
 DU0565'THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS THE TRACKS, 61 FEET
 DU0565'WEST AND ACROSS THE ROAD FROM MAGMA 1936, 4 FEET NORTHEAST OF THE
 DU0565'NORTHEAST CONCRETE BANK OF AN IRRIGATION CANAL, 0.6 FOOT EAST OF A
 DU0565'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DU0565'CONCRETE POST PROJECTING 4 INCHES.
 DU0565
 DU0565                          STATION RECOVERY (1992)
 DU0565
 DU0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0565'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0565'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0565'THENCE 17.1 KM (10.60 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0565'RAILROAD, 22.3 M (73.2 FT) SOUTHWEST OF THE NEAR RAIL, 18.6 M (61.0
 DU0565'FT) WEST OF TRIANGULATION STATION MAGMA RESET, 15.0 M (49.2 FT)
 DU0565'NORTHWEST OF REFERENCE MARK 2, 7.9 M (25.9 FT) SOUTHWEST OF AND LEVEL
 DU0565'WITH THE CENTER OF A GRAVELED ROAD, 1.2 M (3.9 FT) NORTHEAST OF THE
 DU0565'NORTHEAST BANK OF AN IRRIGATION DITCH, 0.2 M (0.7 FT) EAST OF A
 DU0565'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DU0565
 DU0565                          STATION RECOVERY (2006)
 DU0565
 DU0565'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0565'PROBING IN THE AREA DID NOT UNCOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2410 ***********************************************************************
 CZ2410  DESIGNATION -  MAGNETIC AZ MK
 CZ2410  PID         -  CZ2410
 CZ2410  STATE/COUNTY-  AZ/PIMA
 CZ2410  USGS QUAD   -  TUCSON EAST (1992)
 CZ2410
 CZ2410                         *CURRENT SURVEY CONTROL
 CZ2410  ___________________________________________________________________
 CZ2410* NAD 83(2007)-  32 14 46.45623(N)    110 50 06.10418(W)     ADJUSTED  
 CZ2410* NAVD 88     -       776.8    (meters)    2549.     (feet)  GPS OBS   
 CZ2410  ___________________________________________________________________
 CZ2410  EPOCH DATE  -        2007.00
 CZ2410  X           -  -1,920,724.593 (meters)                     COMP
 CZ2410  Y           -  -5,047,045.965 (meters)                     COMP
 CZ2410  Z           -   3,383,955.493 (meters)                     COMP
 CZ2410  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 CZ2410  ELLIP HEIGHT-         748.218 (meters)          (02/10/07) ADJUSTED
 CZ2410  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CZ2410
 CZ2410  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2410  Type    PID    Designation                      North   East  Ellip
 CZ2410  -------------------------------------------------------------------
 CZ2410  NETWORK CZ2410 MAGNETIC AZ MK                    0.88   0.88   1.80
 CZ2410  -------------------------------------------------------------------
 CZ2410
 CZ2410.The horizontal coordinates were established by GPS observations
 CZ2410.and adjusted by the National Geodetic Survey in February 2007.
 CZ2410
 CZ2410.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2410.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2410.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2410.The epoch date for horizontal control is a decimal equivalence
 CZ2410.of Year/Month/Day.
 CZ2410
 CZ2410.The orthometric height was determined by GPS observations and a
 CZ2410.high-resolution geoid model.
 CZ2410
 CZ2410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2410
 CZ2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2410
 CZ2410.The ellipsoidal height was determined by GPS observations
 CZ2410.and is referenced to NAD 83.
 CZ2410
 CZ2410.The geoid height was determined by GEOID03.
 CZ2410
 CZ2410;                    North         East     Units Scale Factor Converg.
 CZ2410;SPC AZ C     -   138,682.718   315,285.686   MT  1.00002807   +0 34 37.8
 CZ2410;SPC AZ C     -   454,995.79  1,034,401.86   iFT  1.00002807   +0 34 37.8
 CZ2410;UTM  12      - 3,567,741.768   515,540.620   MT  0.99960298   +0 05 16.9
 CZ2410
 CZ2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2410!SPC AZ C     -   0.99988253  x   1.00002807  =   0.99991060
 CZ2410!UTM  12      -   0.99988253  x   0.99960298  =   0.99948556
 CZ2410
 CZ2410|---------------------------------------------------------------------|
 CZ2410| PID    Reference Object                     Distance      Geod. Az  |
 CZ2410|                                                           dddmmss.s |
 CZ2410| CZ1828 MAGNETIC RM A                       206.789 METERS 27213     |
 CZ2410|---------------------------------------------------------------------|
 CZ2410
 CZ2410                          SUPERSEDED SURVEY CONTROL
 CZ2410
 CZ2410  ELLIP H (07/18/02)  748.242  (m)                       GP(       ) 4 2
 CZ2410  NAD 83(1992)-  32 14 46.45641(N)    110 50 06.10323(W) AD(       ) 1
 CZ2410  ELLIP H (08/23/93)  748.354  (m)                       GP(       ) 4 2
 CZ2410  NAD 83(1986)-  32 14 46.45180(N)    110 50 06.10015(W) AD(       ) 1
 CZ2410
 CZ2410.Superseded values are not recommended for survey control.
 CZ2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2410.See file dsdata.txt to determine how the superseded data were derived.
 CZ2410
 CZ2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1554167742(NAD 83)
 CZ2410_MARKER: DR = REFERENCE MARK DISK
 CZ2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2410_SP_SET: CONCRETE POST
 CZ2410_STAMPING: MAGNETIC AZIMUTH NO 3 1935
 CZ2410_MARK LOGO: CGS   
 CZ2410_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2410+STABILITY: SURFACE MOTION
 CZ2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2410+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ2410
 CZ2410  HISTORY     - Date     Condition        Report By
 CZ2410  HISTORY     - 1935     MONUMENTED       CGS
 CZ2410  HISTORY     - 1970     GOOD             NGS
 CZ2410  HISTORY     - 1983     GOOD             AZDT
 CZ2410  HISTORY     - 19900702 GOOD             AZ-019
 CZ2410  HISTORY     - 19960521 GOOD             USPSQD
 CZ2410  HISTORY     - 20041220 GOOD             NGS
 CZ2410  HISTORY     - 20070526 GOOD             GEOCAC
 CZ2410  HISTORY     - 20080822 GOOD             GEOCAC
 CZ2410
 CZ2410                          STATION DESCRIPTION
 CZ2410
 CZ2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CZ2410'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED MAGNETIC
 CZ2410'AZIMUTH NO 3 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CZ2410'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CZ2410'61.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE
 CZ2410'BUILDING AND 19 FEET EAST OF A FOOT PATH.
 CZ2410
 CZ2410                          STATION RECOVERY (1983)
 CZ2410
 CZ2410'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 CZ2410'RECOVERED IN GOOD CONDITION.
 CZ2410
 CZ2410                          STATION RECOVERY (1990)
 CZ2410
 CZ2410'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ2410'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10  AND KOLB ROAD
 CZ2410', EXIT NUMBER 270, TRAVEL NORTH ALONG KOLB ROAD 16.09 KM (10.00 MI) TO
 CZ2410'THE INTERSECTION OF KOLB ROAD AND TANQUE VERDE ROAD. TURN RIGHT
 CZ2410'(NORTHEAST) AND TRAVEL NORTHEAST AND EAST ALONG TANQUE VERDE ROAD
 CZ2410'1.13 KM (0.70 MI) TO THE ENTRANCE TO THE MORRIS K. UDALL U.S.C.G.S.
 CZ2410'MAGNETIC OBSERVATORY REGIONAL PARK. TURN RIGHT (SOUTH) AND FOLLOW
 CZ2410'PAVED ROAD 0.16 KM (0.10 MI) TO RAMADA NO. 3. TAKE SINGLE LANE PAVED
 CZ2410'ROAD SOUTH AND EAST AND PASS THROUGH CHAIN LINK FENCE GATE WITH
 CZ2410'UNAUTHORIZED VEHICLES PROHIBITED SIGN. CONTINUE SOUTHERLY 2.41 KM
 CZ2410'(1.50 MI) TO MAGNETIC OBSERVATORY ENTRANCE AND CYCLONE CHAIN LINK
 CZ2410'FENCE RUNNING EAST-WEST. STAY ON GRAVEL ROAD HEADING EAST PAST OFFICE
 CZ2410'ON THE LEFT (SOUTH). CONTINUE PAST DATE PALM TREE ON RIGHT THEN
 CZ2410'BETWEEN SMALL PALO VERDE TREE ON LEFT AND LARGE MESQUITE TREE WITH
 CZ2410'STONE TANK ON RIGHT. PASS BETWEEN TWO GARAGES.  PROCEED 0.16 KM
 CZ2410'(0.10 MI) EASTTHROUGH OLD BARBED WIRE FENCE (CUT) TO A 1.22 M
 CZ2410'(4.00 FT) TALL ORANGE-RED GOVERNMENT WITNESS POST.  MARKER IS 28.96 M
 CZ2410'(95.01 FT)  SOUTH.
 CZ2410
 CZ2410                          STATION RECOVERY (1996)
 CZ2410
 CZ2410'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2410'RECOVERED IN GOOD CONDITION.
 CZ2410
 CZ2410                          STATION RECOVERY (2004)
 CZ2410
 CZ2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ2410'RECOVERED IN GOOD CONDITION.
 CZ2410
 CZ2410                          STATION RECOVERY (2007)
 CZ2410
 CZ2410'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2410'RECOVERED IN GOOD CONDITION.
 CZ2410
 CZ2410                          STATION RECOVERY (2008)
 CZ2410
 CZ2410'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0066 ***********************************************************************
 CG0066  DESIGNATION -  MAGOO
 CG0066  PID         -  CG0066
 CG0066  STATE/COUNTY-  AZ/COCHISE
 CG0066  USGS QUAD   -  MESCAL (1983)
 CG0066
 CG0066                         *CURRENT SURVEY CONTROL
 CG0066  ___________________________________________________________________
 CG0066* NAD 83(1992)-  31 57 23.60736(N)    110 22 57.21760(W)     ADJUSTED  
 CG0066* NAVD 88     -      1296.99   (+/-2cm)    4255.2    (feet)  VERTCON   
 CG0066  ___________________________________________________________________
 CG0066  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CG0066  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CG0066  HORZ ORDER  -  SECOND
 CG0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0066
 CG0066.The horizontal coordinates were established by classical geodetic methods
 CG0066.and adjusted by the National Geodetic Survey in August 1993.
 CG0066
 CG0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0066.The vertical order pertains to the NGVD 29 superseded value.
 CG0066
 CG0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0066
 CG0066.The geoid height was determined by GEOID03.
 CG0066
 CG0066;                    North         East     Units Scale Factor Converg.
 CG0066;SPC AZ E     -   106,070.682   192,951.925   MT  0.99990513   -0 06 51.4
 CG0066;SPC AZ E     -   348,000.93    633,044.37   iFT  0.99990513   -0 06 51.4
 CG0066;SPC AZ C     -   107,078.085   358,384.001   MT  1.00015930   +0 48 43.6
 CG0066;SPC AZ C     -   351,306.05  1,175,800.53   iFT  1.00015930   +0 48 43.6
 CG0066;UTM  12      - 3,535,786.851   558,348.448   MT  0.99964199   +0 19 36.5
 CG0066
 CG0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0066!SPC AZ E     -   0.99980076  x   0.99990513  =   0.99970591
 CG0066!SPC AZ C     -   0.99980076  x   1.00015930  =   0.99996003
 CG0066!UTM  12      -   0.99980076  x   0.99964199  =   0.99944282
 CG0066
 CG0066|---------------------------------------------------------------------|
 CG0066| PID    Reference Object                     Distance      Geod. Az  |
 CG0066|                                                           dddmmss.s |
 CG0066| CG0067 MAGOO RM 1                            7.574 METERS 03849     |
 CG0066| CG0076 WHET                                APPROX. 3.0 KM 0763027.3 |
 CG0066| CG0065 MAGOO RM 2                            7.361 METERS 11002     |
 CG0066|---------------------------------------------------------------------|
 CG0066
 CG0066                          SUPERSEDED SURVEY CONTROL
 CG0066
 CG0066  NAD 83(1986)-  31 57 23.60212(N)    110 22 57.21465(W) AD(       ) 2
 CG0066  NAD 27      -  31 57 23.30140(N)    110 22 54.95190(W) AD(       ) 2
 CG0066  NGVD 29 (??/??/92) 1296.162  (m)         4252.49   (f) ADJ UNCH    2 0
 CG0066
 CG0066.Superseded values are not recommended for survey control.
 CG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0066.See file dsdata.txt to determine how the superseded data were derived.
 CG0066
 CG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5834835787(NAD 83)
 CG0066_MARKER: P = PIPE CAP
 CG0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0066_STAMPING: MAGOO USCE 1960
 CG0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0066
 CG0066  HISTORY     - Date     Condition        Report By
 CG0066  HISTORY     - 1960     MONUMENTED       USE
 CG0066  HISTORY     - 1962     GOOD             CGS
 CG0066  HISTORY     - 1962     GOOD             NGS
 CG0066  HISTORY     - 1979     GOOD             NGS
 CG0066
 CG0066                          STATION DESCRIPTION
 CG0066
 CG0066'DESCRIBED BY US ENGINEERS 1960 (NES)
 CG0066'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF BENSON AND ABOUT
 CG0066'0.65 MILE SOUTHWEST OF U.S. HIGHWAY 80.
 CG0066'
 CG0066'TO REACH FROM THE POST OFFICE IN BENSON, GO WEST ON U.S.
 CG0066'HIGHWAY 80 FOR 6.2 MILES TO THE SKYLINE ROAD.  TURN SOUTH,
 CG0066'THEN JOG EAST ACROSS CATTLE-GUARD, THEN SOUTH.  GO 1.0 MILE
 CG0066'TO A RANCH HOUSE AND TURN LEFT, EAST, ALONG THE NORTH
 CG0066'SIDE OF A FENCE FOR 0.5 MILE TO FENCE-CORNER.  TURN LEFT,
 CG0066'NORTHEAST, AND GO 0.2 MILE ACROSS COUNTRY, THEN NORTH FOR
 CG0066'0.6 MILE TO STATION ON THE LOW GRASSY AND ROCKY RIDGE MARKED BY
 CG0066'A WITNESS POST.
 CG0066'
 CG0066'THE STATION MARK, STAMPED MAGOO USCE 1960, IS A U.S. CORPS
 CG0066'OF ENGINEERS DISK, A BRASS CAP ON A 2-INCH IRON PIPE THAT
 CG0066'PROJECTS 2 INCHES, AND IS 4 FEET SOUTH OF A WITNESS POST.
 CG0066'
 CG0066'REFERENCE MARK NO. 1, STAMPED MAGOO USCE NO 1 1960, IS A
 CG0066'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 CG0066'PROJECTS 5 INCHES, AND IS 21 FEET NORTHEAST OF A WITNESS POST.
 CG0066'
 CG0066'REFERENCE MARK NO. 2, STAMPED MCGOO USCE NO 2 1960, IS A STANDARD
 CG0066'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 CG0066'4 INCHES, AND IS 24.5 FEET SOUTHWEST OF A WITNESS POST.
 CG0066
 CG0066                          STATION RECOVERY (1962)
 CG0066
 CG0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG0066'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 CG0066'CONDITION, AND THE DISTANCE AND DIRECTION WAS CHECKED, A
 CG0066'NEW DESCRIPTION FOLLOWS.
 CG0066'
 CG0066'THE STATION IS LOCATED ON A LOW GRASSY RIDGE RUNNING NORTHEAST
 CG0066'AND SOUTHWEST, ABOUT 5 MILES WEST OF BENSON AND 1/2 MILE
 CG0066'SOUTH OF INTERSTATE HIGHWAY 10.
 CG0066'
 CG0066'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 83 AND INTERSTATE
 CG0066'HIGHWAY 10 (ABOUT 20 MILES SOUTHEAST OF TUCSON) GO SOUTHEAST
 CG0066'ON INTERSTATE HIGHWAY 10 FOR 6.85 MILES TO THE PANTANO OVERPASS.
 CG0066'CONTINUE SOUTHEAST OF INTERSTATE 10 FOR 11.5 MILES TO MILEPOST
 CG0066'287 AND SIDE ROAD RIGHT.  TURN RIGHT SOUTH AND SOUTHWEST FOR
 CG0066'0.15 MILE TO WHERE THE ROAD TURNS SOUTHEAST AND DIM TRACK ROAD
 CG0066'TURNS RIGHT.  TURN RIGHT FOR 200 FEET, THENCE SOUTH ALONG THE
 CG0066'WEST SIDE OF A FENCE FOR 0.25 MILE TO THE STATION NORTH BASE
 CG0066'1960 (USE).  CONTINUE SOUTH AND SOUTHWEST FOR 0.8 MILE TO AN
 CG0066'EARTH DAM.  GO WEST ACROSS DAM AND CONTINUE SOUTHWEST FOR
 CG0066'0.2 MILE TO TOP OF RIDGE AND FORK.  TAKE RIGHT FORK
 CG0066'NORTHEAST ALONG TOP OF RIDGE FOR 0.5 MILE TO THE STATION.
 CG0066'
 CG0066'STATION MARK IS A 2-INCH IRON PIPE, WITH A BRASS CAP STAMPED
 CG0066'MAGOO 1960 USCE AND A PUNCH MARK.  IT PROJECTS 4 INCHES AND
 CG0066'IS 3.8 FEET SOUTH OF A METAL WITNESS POST.
 CG0066'
 CG0066'REFERENCE MARK ONE IS A STANDARD DISK STAMPED MAGOO USCE NO 1
 CG0066'1960*, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CG0066'PROJECTING 4-INCHES AND IS THE SAME ELEVATION AS THE STATION.
 CG0066'
 CG0066'REFERENCE MARK TWO IS A STANDARD DISK STAMPED MAGOO USCE NO
 CG0066'2 1960*, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CG0066'PROJECTING 4 INCHES AND IS THE SAME ELEVATION AS THE STATION.
 CG0066'
 CG0066'*THIS IS THE CORRECT STAMPING, NOT A TYPOGRAPHICAL ERROR.
 CG0066
 CG0066                          STATION RECOVERY (1962)
 CG0066
 CG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0066'6.1 MI W FROM BENSON.
 CG0066'5.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON TO
 CG0066'TRIANGULATION STATION TED ON THE RIGHT, THENCE 0.6 MILE
 CG0066'SOUTH-SOUTHEAST ACROSS COUNTRY, 3.8 FEET NORTH OF A METAL WITNESS
 CG0066'POST, A BRONZE CAP ON THE TOP OF A 2-INCH PIPE WHICH PROJECTS 2
 CG0066'INCHES.
 CG0066
 CG0066                          STATION RECOVERY (1979)
 CG0066
 CG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0066'5.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0066'OVERPASS AT BENSON TO TRIANGULATION STATION TED, THENCE 0.6 MILE
 CG0066'SOUTH-SOUTHEAST ACROSS COUNTRY. A SHALLOW SET PIPE PROJECTING 2
 CG0066'INCHES.
 CG0066'THE MARK IS 4 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0067 ***********************************************************************
 CG0067  DESIGNATION -  MAGOO RM 1
 CG0067  PID         -  CG0067
 CG0067  STATE/COUNTY-  AZ/COCHISE
 CG0067  USGS QUAD   -  MESCAL (1983)
 CG0067
 CG0067                         *CURRENT SURVEY CONTROL
 CG0067  ___________________________________________________________________
 CG0067* NAD 83(1986)-  31 57 24.     (N)    110 22 57.     (W)     SCALED    
 CG0067* NAVD 88     -      1296.86   (+/-2cm)    4254.8    (feet)  VERTCON   
 CG0067  ___________________________________________________________________
 CG0067  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CG0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0067
 CG0067.The horizontal coordinates were scaled from a topographic map and have
 CG0067.an estimated accuracy of +/- 6 seconds.
 CG0067
 CG0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0067.The vertical order pertains to the NGVD 29 superseded value.
 CG0067
 CG0067.The geoid height was determined by GEOID03.
 CG0067
 CG0067;                    North         East    Units  Estimated Accuracy
 CG0067;SPC AZ E     -   106,080.      192,960.      MT  (+/- 180 meters Scaled)
 CG0067
 CG0067                          SUPERSEDED SURVEY CONTROL
 CG0067
 CG0067  NGVD 29 (??/??/92) 1296.034  (m)         4252.07   (f) ADJ UNCH    2 0
 CG0067
 CG0067.Superseded values are not recommended for survey control.
 CG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0067.See file dsdata.txt to determine how the superseded data were derived.
 CG0067
 CG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA583357(NAD 83)
 CG0067_MARKER: DR = REFERENCE MARK DISK
 CG0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0067_STAMPING: MC GOO NO 1 USCE 1960
 CG0067_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0067+STABILITY: SURFACE MOTION
 CG0067
 CG0067  HISTORY     - Date     Condition        Report By
 CG0067  HISTORY     - 1960     MONUMENTED       CGS
 CG0067  HISTORY     - 1962     GOOD             NGS
 CG0067  HISTORY     - 1979     GOOD             NGS
 CG0067
 CG0067                          STATION DESCRIPTION
 CG0067
 CG0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0067'6.1 MI W FROM BENSON.
 CG0067'5.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON TO
 CG0067'TRIANGULATION STATION TED ON THE RIGHT, THENCE 0.6 MILE
 CG0067'SOUTH-SOUTHEAST ACROSS COUNTRY, 21.4 FEET NORTH-NORTHEAST OF A METAL
 CG0067'WITNESS POST, A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 CG0067'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CG0067
 CG0067                          STATION RECOVERY (1979)
 CG0067
 CG0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0067'5.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0067'OVERPASS AT BENSON TO TRIANGULATION STATION TED, THENCE 0.6 MILE
 CG0067'SOUTH-SOUTHEAST ACROSS COUNTRY, 24.5 FEET NORTHEAST OF THE STATION
 CG0067'MARK.
 CG0067'THE MARK IS 21 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0065 ***********************************************************************
 CG0065  DESIGNATION -  MAGOO RM 2
 CG0065  PID         -  CG0065
 CG0065  STATE/COUNTY-  AZ/COCHISE
 CG0065  USGS QUAD   -  MESCAL (1983)
 CG0065
 CG0065                         *CURRENT SURVEY CONTROL
 CG0065  ___________________________________________________________________
 CG0065* NAD 83(1986)-  31 57 24.     (N)    110 22 57.     (W)     SCALED    
 CG0065* NAVD 88     -      1296.92   (+/-2cm)    4255.0    (feet)  VERTCON   
 CG0065  ___________________________________________________________________
 CG0065  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CG0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0065
 CG0065.The horizontal coordinates were scaled from a topographic map and have
 CG0065.an estimated accuracy of +/- 6 seconds.
 CG0065
 CG0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0065.The vertical order pertains to the NGVD 29 superseded value.
 CG0065
 CG0065.The geoid height was determined by GEOID03.
 CG0065
 CG0065;                    North         East    Units  Estimated Accuracy
 CG0065;SPC AZ E     -   106,080.      192,960.      MT  (+/- 180 meters Scaled)
 CG0065
 CG0065                          SUPERSEDED SURVEY CONTROL
 CG0065
 CG0065  NGVD 29 (??/??/92) 1296.098  (m)         4252.28   (f) ADJ UNCH    2 0
 CG0065
 CG0065.Superseded values are not recommended for survey control.
 CG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0065.See file dsdata.txt to determine how the superseded data were derived.
 CG0065
 CG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA583357(NAD 83)
 CG0065_MARKER: DR = REFERENCE MARK DISK
 CG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0065_STAMPING: MC GOO USCE NO 2 1960
 CG0065_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0065+STABILITY: SURFACE MOTION
 CG0065
 CG0065  HISTORY     - Date     Condition        Report By
 CG0065  HISTORY     - 1960     MONUMENTED       CGS
 CG0065  HISTORY     - 1962     GOOD             NGS
 CG0065  HISTORY     - 1979     GOOD             NGS
 CG0065
 CG0065                          STATION DESCRIPTION
 CG0065
 CG0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0065'6.1 MI W FROM BENSON.
 CG0065'5.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON TO
 CG0065'TRIANGULATION STATION TED ON THE RIGHT, THENCE 0.6 MILE
 CG0065'SOUTH-SOUTHEAST ACROSS COUNTRY, 24.5 FEET EAST OF A METAL WITNESS
 CG0065'POST, A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 CG0065'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CG0065
 CG0065                          STATION RECOVERY (1979)
 CG0065
 CG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0065'5.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0065'OVERPASS AT BENSON, TO TRIANGULATION STATION TED ON THE RIGHT, THENCE
 CG0065'0.6 MILE SOUTH-SOUTHEAST ACROSS COUNTRY, 24.1 FEET EAST OF THE
 CG0065'STATION MARK.
 CG0065'THE MARK IS 24 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4654 ***********************************************************************
 DK4654  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4654  DESIGNATION -  MAHALO
 DK4654  PID         -  DK4654
 DK4654  STATE/COUNTY-  AZ/PINAL
 DK4654  USGS QUAD   -  CHUICHU (1992)
 DK4654
 DK4654                         *CURRENT SURVEY CONTROL
 DK4654  ___________________________________________________________________
 DK4654* NAD 83(2007)-  32 47 35.41776(N)    111 46 27.75848(W)     ADJUSTED  
 DK4654* NAVD 88     -       436.08   (meters)    1430.7    (feet)  GPS OBS   
 DK4654  ___________________________________________________________________
 DK4654  EPOCH DATE  -        2007.00
 DK4654  X           -  -1,991,004.138 (meters)                     COMP
 DK4654  Y           -  -4,984,328.712 (meters)                     COMP
 DK4654  Z           -   3,434,918.656 (meters)                     COMP
 DK4654  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DK4654  ELLIP HEIGHT-         405.807 (meters)          (04/23/08) ADJUSTED
 DK4654  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DK4654  HORZ ORDER  -  B
 DK4654  ELLP ORDER  -  FOURTH    CLASS I
 DK4654
 DK4654.The horizontal coordinates were established by GPS observations
 DK4654.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4654
 DK4654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4654.The horizontal coordinates are valid at the epoch date displayed above.
 DK4654.The epoch date for horizontal control is a decimal equivalence
 DK4654.of Year/Month/Day.
 DK4654
 DK4654.The orthometric height was determined by GPS observations and a
 DK4654.high-resolution geoid model.
 DK4654.The orthometric height was determined by GPS observations and a
 DK4654.high-resolution geoid model using precise GPS observation and
 DK4654.processing techniques.
 DK4654
 DK4654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4654
 DK4654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4654
 DK4654.The ellipsoidal height was determined by GPS observations
 DK4654.and is referenced to NAD 83.
 DK4654
 DK4654.The geoid height was determined by GEOID03.
 DK4654
 DK4654;                    North         East     Units Scale Factor Converg.
 DK4654;SPC AZ C     -   198,824.987   226,687.005   MT  0.99990219   +0 04 37.4
 DK4654;SPC AZ C     -   652,312.95    743,723.77   iFT  0.99990219   +0 04 37.4
 DK4654;UTM  12      - 3,628,623.701   427,491.665   MT  0.99966483   -0 25 09.9
 DK4654
 DK4654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4654!SPC AZ C     -   0.99993629  x   0.99990219  =   0.99983849
 DK4654!UTM  12      -   0.99993629  x   0.99966483  =   0.99960114
 DK4654
 DK4654                          SUPERSEDED SURVEY CONTROL
 DK4654
 DK4654.No superseded survey control is available for this station.
 DK4654
 DK4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2749228624(NAD 83)
 DK4654_MARKER: F = FLANGE-ENCASED ROD
 DK4654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4654_STAMPING: MAHALO 2006 LS14169
 DK4654_MARK LOGO: NONE  
 DK4654_PROJECTION: FLUSH
 DK4654_MAGNETIC: I = MARKER IS A STEEL ROD
 DK4654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4654+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4654_ROD/PIPE-DEPTH:  7.6 meters
 DK4654_SLEEVE-DEPTH  :  0.6 meters
 DK4654
 DK4654  HISTORY     - Date     Condition        Report By
 DK4654  HISTORY     - 20060830 MONUMENTED       GEOANA
 DK4654
 DK4654                          STATION DESCRIPTION
 DK4654
 DK4654'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DK4654'THE MARK IS LOCATED ABOUT 10.2 MI (16.5 KM) EAST-NORTHEAST OF VAIVA
 DK4654'VO, 6.0 MI (9.7 KM) SOUTH OF CASA GRANDE AND 2.9 MI (4.6 KM) NORTH OF
 DK4654'CHUICHU.
 DK4654' 
 DK4654'BEGINNING AT THE CASA GRANDE POST OFFICE, GO SOUTH ON PINAL AVENUE A
 DK4654'DISTANCE OF 1.1 MI (1.8 KM) TO ITS INTERSECTION WITH FLORENCE
 DK4654'BOULEVARD.  TURN RIGHT ONTO FLORENCE BOULEVARD AND GO WEST 1.0 MI (1.6
 DK4654'KM) TO ITS INTERSECTION WITH THORNTON ROAD.  TURN LEFT ON THORNTON
 DK4654'ROAD AND GO SOUTH FOR 5.8 MI (9.3 KM) TO ITS INTERSECTION WITH SHEDD
 DK4654'ROAD AND THE SANTA ROSA CANAL.  POINT IS 127 FT (38.7 M) NORTH OF THE
 DK4654'NORTH EDGE OF SHEDD ROAD AND 12 FT (3.7 M) EAST OF THE EAST EDGE OF
 DK4654'THORNTON ROAD.  MARK IS LEVEL WITH THORNTON ROAD.  MARK IS A 9/16 INCH
 DK4654'(1.4 CM) STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 25 FT (7.6 M) AND IS
 DK4654'INSIDE A 6 INCH (15 CM) PVC PIPE TUBE IN CONCRETE WITH ALUMINUM CAPPED
 DK4654'LID, WITH RIM MARKED 'MAHALO 2006 LS14169'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1140 ***********************************************************************
 ES1140  DESIGNATION -  MAHAN
 ES1140  PID         -  ES1140
 ES1140  STATE/COUNTY-  AZ/COCONINO
 ES1140  USGS QUAD   -  HUTCH MTN (1965)
 ES1140
 ES1140                         *CURRENT SURVEY CONTROL
 ES1140  ___________________________________________________________________
 ES1140* NAD 83(1992)-  34 46 53.81267(N)    111 23 54.04362(W)     ADJUSTED  
 ES1140* NAVD 88     -      2522.1    (meters)    8275.     (feet)  VERTCON   
 ES1140  ___________________________________________________________________
 ES1140  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 ES1140  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ES1140  HORZ ORDER  -  THIRD
 ES1140
 ES1140.The horizontal coordinates were established by classical geodetic methods
 ES1140.and adjusted by the National Geodetic Survey in August 1993.
 ES1140
 ES1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1140
 ES1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1140
 ES1140.The geoid height was determined by GEOID03.
 ES1140
 ES1140;                    North         East     Units Scale Factor Converg.
 ES1140;SPC AZ C     -   419,471.680   260,797.448   MT  0.99992773   +0 17 44.5
 ES1140;SPC AZ C     - 1,376,219.42    855,634.67   iFT  0.99992773   +0 17 44.5
 ES1140;UTM  12      - 3,848,897.667   463,553.904   MT  0.99961637   -0 13 38.1
 ES1140
 ES1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1140!SPC AZ C     -   0.99960792  x   0.99992773  =   0.99953568
 ES1140!UTM  12      -   0.99960792  x   0.99961637  =   0.99922444
 ES1140
 ES1140|---------------------------------------------------------------------|
 ES1140| PID    Reference Object                     Distance      Geod. Az  |
 ES1140|                                                           dddmmss.s |
 ES1140| CS3978 MAHAN RM 1 CROSS                      4.490 METERS 07215     |
 ES1140| CS3979 MAHAN RM 2 CROSS                      4.029 METERS 15651     |
 ES1140| CS3980 MAHAN LOT                             9.357 METERS 27302     |
 ES1140| ES1141 MORMON LAKE                         APPROX.12.0 KM 3465242.1 |
 ES1140|---------------------------------------------------------------------|
 ES1140
 ES1140                          SUPERSEDED SURVEY CONTROL
 ES1140
 ES1140  NAD 83(1986)-  34 46 53.80748(N)    111 23 54.04521(W) AD(       ) 3
 ES1140  NGVD 29 (04/23/90) 2521.0    (m)         8271.     (f) VERT ANG    3  
 ES1140
 ES1140.Superseded values are not recommended for survey control.
 ES1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1140.See file dsdata.txt to determine how the superseded data were derived.
 ES1140
 ES1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6355448898(NAD 83)
 ES1140_MARKER: DS = TRIANGULATION STATION DISK
 ES1140_SETTING: 0 = UNSPECIFIED SETTING
 ES1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1140
 ES1140  HISTORY     - Date     Condition        Report By
 ES1140  HISTORY     - 1932     MONUMENTED       USGS
 ES1140
 ES1140                          STATION DESCRIPTION
 ES1140
 ES1140'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 ES1140'LOCATED ABOUT 32 MI SE. OF FLAGSTAFF, ABOUT 10 MI S. OF MORMON
 ES1140'LAKE, 7 MI E. OF STONEMAN LAKE, 2.5 MI E. OF MAIN HWY. FROM
 ES1140'FLAGSTAFF TO PINE.  ON SUMMIT OF MAHAN MOUNTAIN.
 ES1140'
 ES1140'TO REACH, TAKE RD. TO MAHAN LOT IN COCONINO FOREST TO CABIN AT
 ES1140'FOOT OF HILL.  AN EXCELLENT TRAIL LEADS TO CABIN AND TOWER AT
 ES1140'STATION.
 ES1140'
 ES1140'STATION MARK--USFS BRONZE DISK STAMPED---MAHAN 1932---, IN CONCRETE
 ES1140'UNDER APPROXIMATE CENTER OF FS LOT.
 ES1140'
 ES1140'RM 1--CHISELED CROSS 1 CUT ON ROCK.
 ES1140'
 ES1140'RM 2--CHISELED CROSS 2 CUT ON ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1034 ***********************************************************************
 DV1034  DESIGNATION -  MAID
 DV1034  PID         -  DV1034
 DV1034  STATE/COUNTY-  AZ/MARICOPA
 DV1034  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1034
 DV1034                         *CURRENT SURVEY CONTROL
 DV1034  ___________________________________________________________________
 DV1034* NAD 83(1992)-  33 32 45.74505(N)    113 11 46.84936(W)     ADJUSTED  
 DV1034* NAVD 88     -       384.04   (+/-2cm)    1260.0    (feet)  VERTCON   
 DV1034  ___________________________________________________________________
 DV1034  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DV1034  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1034  HORZ ORDER  -  SECOND
 DV1034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1034
 DV1034.The horizontal coordinates were established by classical geodetic methods
 DV1034.and adjusted by the National Geodetic Survey in August 1993.
 DV1034
 DV1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1034.The vertical order pertains to the NGVD 29 superseded value.
 DV1034
 DV1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1034
 DV1034.The geoid height was determined by GEOID03.
 DV1034
 DV1034;                    North         East     Units Scale Factor Converg.
 DV1034;SPC AZ C     -   283,039.901    94,519.839   MT  1.00007406   -0 42 26.1
 DV1034;SPC AZ C     -   928,608.60    310,104.46   iFT  1.00007406   -0 42 26.1
 DV1034;SPC AZ W     -   282,453.141   264,776.475   MT  0.99996591   +0 18 21.5
 DV1034;SPC AZ W     -   926,683.53    868,689.22   iFT  0.99996591   +0 18 21.5
 DV1034;UTM  12      - 3,713,984.175   296,079.950   MT  1.00011269   -1 12 50.9
 DV1034
 DV1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1034!SPC AZ C     -   0.99994459  x   1.00007406  =   1.00001864
 DV1034!SPC AZ W     -   0.99994459  x   0.99996591  =   0.99991050
 DV1034!UTM  12      -   0.99994459  x   1.00011269  =   1.00005727
 DV1034
 DV1034|---------------------------------------------------------------------|
 DV1034| PID    Reference Object                     Distance      Geod. Az  |
 DV1034|                                                           dddmmss.s |
 DV1034| DV1035 MAID RM 1                            13.925 METERS 24120     |
 DV1034| DV1036 MAID RM 2                            18.616 METERS 33713     |
 DV1034| CH3464 T2 3N R9W SECS 4 5 32 33                           3575930.9 |
 DV1034|---------------------------------------------------------------------|
 DV1034
 DV1034                          SUPERSEDED SURVEY CONTROL
 DV1034
 DV1034  NAD 83(1986)-  33 32 45.73666(N)    113 11 46.85662(W) AD(       ) 2
 DV1034  NAD 27      -  33 32 45.60450(N)    113 11 44.17170(W) AD(       ) 2
 DV1034  NGVD 29 (??/??/92)  383.508  (m)         1258.23   (f) ADJ UNCH    2 0
 DV1034
 DV1034.Superseded values are not recommended for survey control.
 DV1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1034.See file dsdata.txt to determine how the superseded data were derived.
 DV1034
 DV1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9608013984(NAD 83)
 DV1034_MARKER: DE = TRAVERSE STATION DISK
 DV1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1034_STAMPING: MAID 1962
 DV1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1034+STABILITY: SURFACE MOTION
 DV1034
 DV1034  HISTORY     - Date     Condition        Report By
 DV1034  HISTORY     - 1962     MONUMENTED       CGS
 DV1034  HISTORY     - 1962     GOOD             CGS
 DV1034  HISTORY     - 1968     GOOD             AMS
 DV1034
 DV1034                          STATION DESCRIPTION
 DV1034
 DV1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1034'THE STATION IS LOCATED ABOUT 28 MILES SOUTHEAST OF SALOME,
 DV1034'ABOUT 15 MILES WEST-NORTHWEST OF TONOPAH, ABOUT 8 MILES EAST
 DV1034'OF THE YUMA-MARICOPA COUNTY LINE, ABOUT 1/2 MILE SOUTH OF
 DV1034'THE SALOME-HASSAYAMPA ROAD IN A FLAT DESERT AREA.
 DV1034'
 DV1034'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTHEAST
 DV1034'ON BLACKTOP ROAD THENCE GRAVEL FOR 20.0 MILES TO SIGN YUMA-MARICOPA
 DV1034'COUNTY LINE, CONTINUE SOUTHEAST ON GRAVEL ROAD FOR 2.2 MILES
 DV1034'TO A CROSSROAD AND SIGN AGUILA ON THE LEFT, CONTINUE ON MAIN
 DV1034'ROAD FOR 5.55 MILES TO THE REMAINS OF AN OLD HOUSE ON THE
 DV1034'LEFT, CONTINUE AHEAD FOR 0.3 MILE TO STATION MOSHER ON THE
 DV1034'RIGHT, CONTINUE AHEAD FOR 1.25 MILES TO A DIM TRACK ROAD
 DV1034'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO A DIM CROSSROAD
 DV1034'AND AZIMUTH MARK ON THE RIGHT (GLO MARK), CONTINUE SOUTH FOR
 DV1034'0.4 MILE TO THE STATION.
 DV1034'
 DV1034'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF
 DV1034'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 DV1034'AND STAMPED MAID 1962.  THE MARK IS 61 FEET EAST OF A SMALL
 DV1034'DITCH AND 4.2 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 DV1034'
 DV1034'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DV1034'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 DV1034'AND STAMPED MAID NO 1 1962.  THE MARK IS 45.2 FEET SOUTHWEST
 DV1034'OF A WITNESS POST AND 25 FEET EAST OF A SMALL DITCH.
 DV1034'
 DV1034'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DV1034'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 DV1034'INCHES AND STAMPED MAID NO 2 1962.  THE MARK IS 65.2 FEET
 DV1034'NORTHWEST OF A WITNESS POST AND 43 FEET EAST OF A SMALL DITCH.
 DV1034'
 DV1034'AZIMUTH MARK, A GENERAL LAND OFFICE SURVEY MARK IS A BRONZE
 DV1034'CAP RIVETED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS
 DV1034'ABOUT 1 FOOT AND STAMPED T3N, S32, S33, R9W, S5, S4, T2N, 1914.
 DV1034'THE MARK IS 4 FEET SOUTHEAST OF THE WITNESS POST AND IN
 DV1034'THE NORTHWEST CORNER OF INTERSECTION.  THE PIPE IS LEANING
 DV1034'TO THE SOUTHWEST.
 DV1034'
 DV1034'HEIGHT OF LIGHT ABOVE STATION MARK 3.67 METERS.
 DV1034
 DV1034                          STATION RECOVERY (1962)
 DV1034
 DV1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1034'32.5 MI SE FROM SALOME.
 DV1034'31.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1034'AT SALOME, THENCE 1.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH
 DV1034'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1034'THENCE ABOUT 0.05 MILE NORTH ALONG A TRACK ROAD, 10 FEET EAST OF THE
 DV1034'CENTER OF THE TRACK ROAD, 4.0 FEET NORTH OF A METAL WITNESS POST, AND
 DV1034'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV1034
 DV1034                          STATION RECOVERY (1968)
 DV1034
 DV1034'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DV1034'STA. RECOVERED IN GOOD CONDITION THIS STA. USED ONLY AS AN
 DV1034'AZ CHECK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1035 ***********************************************************************
 DV1035  DESIGNATION -  MAID RM 1
 DV1035  PID         -  DV1035
 DV1035  STATE/COUNTY-  AZ/MARICOPA
 DV1035  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1035
 DV1035                         *CURRENT SURVEY CONTROL
 DV1035  ___________________________________________________________________
 DV1035* NAD 83(1986)-  33 32 45.     (N)    113 11 47.     (W)     SCALED    
 DV1035* NAVD 88     -       384.13   (+/-2cm)    1260.3    (feet)  VERTCON   
 DV1035  ___________________________________________________________________
 DV1035  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1035
 DV1035.The horizontal coordinates were scaled from a topographic map and have
 DV1035.an estimated accuracy of +/- 6 seconds.
 DV1035
 DV1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1035.The vertical order pertains to the NGVD 29 superseded value.
 DV1035
 DV1035.The geoid height was determined by GEOID03.
 DV1035
 DV1035;                    North         East    Units  Estimated Accuracy
 DV1035;SPC AZ C     -   283,020.       94,520.      MT  (+/- 180 meters Scaled)
 DV1035
 DV1035                          SUPERSEDED SURVEY CONTROL
 DV1035
 DV1035  NGVD 29 (??/??/92)  383.596  (m)         1258.51   (f) ADJ UNCH    2 0
 DV1035
 DV1035.Superseded values are not recommended for survey control.
 DV1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1035.See file dsdata.txt to determine how the superseded data were derived.
 DV1035
 DV1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC960139(NAD 83)
 DV1035_MARKER: DR = REFERENCE MARK DISK
 DV1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1035_STAMPING: MAID NO 1 1962
 DV1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1035+STABILITY: SURFACE MOTION
 DV1035
 DV1035  HISTORY     - Date     Condition        Report By
 DV1035  HISTORY     - 1962     MONUMENTED       CGS
 DV1035
 DV1035                          STATION DESCRIPTION
 DV1035
 DV1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1035'32.5 MI SE FROM SALOME.
 DV1035'31.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1035'AT SALOME, THENCE 1.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH
 DV1035'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1035'THENCE ABOUT 0.05 MILE NORTH ALONG A TRACK ROAD, 35.5 FEET WEST OF THE
 DV1035'CENTER OF THE TRACK ROAD, 45.7 FEET WEST-SOUTHWEST OF TRAVERSE STATION
 DV1035'MAID, 45.1 FEET WEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1035'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1036 ***********************************************************************
 DV1036  DESIGNATION -  MAID RM 2
 DV1036  PID         -  DV1036
 DV1036  STATE/COUNTY-  AZ/MARICOPA
 DV1036  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1036
 DV1036                         *CURRENT SURVEY CONTROL
 DV1036  ___________________________________________________________________
 DV1036* NAD 83(1986)-  33 32 45.     (N)    113 11 47.     (W)     SCALED    
 DV1036* NAVD 88     -       384.24   (+/-2cm)    1260.6    (feet)  VERTCON   
 DV1036  ___________________________________________________________________
 DV1036  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1036
 DV1036.The horizontal coordinates were scaled from a topographic map and have
 DV1036.an estimated accuracy of +/- 6 seconds.
 DV1036
 DV1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1036.The vertical order pertains to the NGVD 29 superseded value.
 DV1036
 DV1036.The geoid height was determined by GEOID03.
 DV1036
 DV1036;                    North         East    Units  Estimated Accuracy
 DV1036;SPC AZ C     -   283,020.       94,520.      MT  (+/- 180 meters Scaled)
 DV1036
 DV1036                          SUPERSEDED SURVEY CONTROL
 DV1036
 DV1036  NGVD 29 (??/??/92)  383.707  (m)         1258.88   (f) ADJ UNCH    2 0
 DV1036
 DV1036.Superseded values are not recommended for survey control.
 DV1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1036.See file dsdata.txt to determine how the superseded data were derived.
 DV1036
 DV1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC960139(NAD 83)
 DV1036_MARKER: DR = REFERENCE MARK DISK
 DV1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1036_STAMPING: MAID NO 2 1962
 DV1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1036+STABILITY: SURFACE MOTION
 DV1036
 DV1036  HISTORY     - Date     Condition        Report By
 DV1036  HISTORY     - 1962     MONUMENTED       CGS
 DV1036
 DV1036                          STATION DESCRIPTION
 DV1036
 DV1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1036'32.5 MI SE FROM SALOME.
 DV1036'31.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1036'AT SALOME, THENCE 1.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH
 DV1036'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1036'THENCE ABOUT 0.05 MILE NORTH ALONG A TRACK ROAD, 13 FEET WEST OF THE
 DV1036'CENTER OF THE TRACK ROAD, 61.1 FEET NORTH-NORTHWEST OF TRAVERSE
 DV1036'STATION MAID, 65.1 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, AND
 DV1036'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0914 ***********************************************************************
 ET0914  DESIGNATION -  MAIN
 ET0914  PID         -  ET0914
 ET0914  STATE/COUNTY-  AZ/YAVAPAI
 ET0914  USGS QUAD   -  MAYER (1974)
 ET0914
 ET0914                         *CURRENT SURVEY CONTROL
 ET0914  ___________________________________________________________________
 ET0914* NAD 83(1992)-  34 23 14.75922(N)    112 13 10.92206(W)     ADJUSTED  
 ET0914* NAVD 88     -      1307.4    (meters)    4289.     (feet)  VERTCON   
 ET0914  ___________________________________________________________________
 ET0914  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ET0914  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0914  HORZ ORDER  -  SECOND
 ET0914
 ET0914.The horizontal coordinates were established by classical geodetic methods
 ET0914.and adjusted by the National Geodetic Survey in August 1993.
 ET0914
 ET0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0914
 ET0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0914
 ET0914.The geoid height was determined by GEOID03.
 ET0914
 ET0914;                    North         East     Units Scale Factor Converg.
 ET0914;SPC AZ C     -   375,667.535   185,494.757   MT  0.99990957   -0 10 16.1
 ET0914;SPC AZ C     - 1,232,505.04    608,578.60   iFT  0.99990957   -0 10 16.1
 ET0914;UTM  12      - 3,805,789.259   387,874.149   MT  0.99975497   -0 41 20.2
 ET0914
 ET0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0914!SPC AZ C     -   0.99979899  x   0.99990957  =   0.99970858
 ET0914!UTM  12      -   0.99979899  x   0.99975497  =   0.99955401
 ET0914
 ET0914:                Primary Azimuth Mark                     Grid Az
 ET0914:SPC AZ C     -  BERRY                                    115 39 34.4
 ET0914:UTM  12      -  BERRY                                    116 10 38.5
 ET0914
 ET0914|---------------------------------------------------------------------|
 ET0914| PID    Reference Object                     Distance      Geod. Az  |
 ET0914|                                                           dddmmss.s |
 ET0914| ET0913 BERRY                               APPROX. 2.1 KM 1152918.3 |
 ET0914| CH3600 MAIN RM 1                             9.856 METERS 13221     |
 ET0914| CH3601 MAIN RM 2                            12.066 METERS 30916     |
 ET0914|---------------------------------------------------------------------|
 ET0914
 ET0914                          SUPERSEDED SURVEY CONTROL
 ET0914
 ET0914  NAD 83(1986)-  34 23 14.75488(N)    112 13 10.92124(W) AD(       ) 2
 ET0914  NAD 27      -  34 23 14.65783(N)    112 13 08.33782(W) AD(       ) 2
 ET0914  NGVD 29 (07/19/86) 1306.6    (m)         4287.     (f) VERT ANG    3  
 ET0914
 ET0914.Superseded values are not recommended for survey control.
 ET0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0914.See file dsdata.txt to determine how the superseded data were derived.
 ET0914
 ET0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8787405789(NAD 83)
 ET0914_MARKER: DD = SURVEY DISK
 ET0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0914+STABILITY: SURFACE MOTION
 ET0914
 ET0914  HISTORY     - Date     Condition        Report By
 ET0914  HISTORY     - 1980     MONUMENTED       AZDT
 ET0914  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0914
 ET0914                          STATION DESCRIPTION
 ET0914
 ET0914'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0914'THE STATION IS LOCATED 1 MILE SOUTHEAST OF MAYER ALONG THE WEST SIDE
 ET0914'OF ARIZONA HIGHWAY 69.
 ET0914'
 ET0914'THE STATION MARK IS AN ADOT DISK STAMPED MAIN 1980.  IT IS SET IN TOP
 ET0914'OF A CONCRETE MONUMENT 83 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 ET0914'AND 3 FEET NORTHEAST OF THE WITNESS POST.
 ET0914'
 ET0914'REFERENCE MARK 1 IS AN ADOT DISK STAMPED MAIN RM 1 1980.  IT IS SET IN
 ET0914'TOP OF A CONCRETE MONUMENT.
 ET0914'
 ET0914'REFERENCE MARK 2 IS AN ADOT DISK STAMPED MAIN RM 2 1980.  IT IS SET IN
 ET0914'TOP OF A CONCRETE MONUMENT.
 ET0914'
 ET0914'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0914'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT ALONG
 ET0914'SR 69 FOR 1.0 MILE TO THE STATION ON THE RIGHT, 100 FEET NORTHWEST OF
 ET0914'THE JUNCTION WITH MAIN STREET.
 ET0914
 ET0914                          STATION RECOVERY (2004)
 ET0914
 ET0914'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0914'MARK NOT FOUND.
 ET0914' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5748 ***********************************************************************
 DH5748  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5748  DESIGNATION -  MAIN GATE
 DH5748  PID         -  DH5748
 DH5748  STATE/COUNTY-  AZ/COCHISE
 DH5748  USGS QUAD   -  FORT HUACHUCA (1983)
 DH5748
 DH5748                         *CURRENT SURVEY CONTROL
 DH5748  ___________________________________________________________________
 DH5748* NAD 83(2007)-  31 33 06.47989(N)    110 18 25.28185(W)     ADJUSTED  
 DH5748* NAVD 88     -      1419.60   (meters)    4657.5    (feet)  GPS OBS   
 DH5748  ___________________________________________________________________
 DH5748  EPOCH DATE  -        2007.00
 DH5748  X           -  -1,888,446.278 (meters)                     COMP
 DH5748  Y           -  -5,103,211.234 (meters)                     COMP
 DH5748  Z           -   3,318,910.964 (meters)                     COMP
 DH5748  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DH5748  ELLIP HEIGHT-        1391.559 (meters)          (02/10/07) ADJUSTED
 DH5748  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DH5748
 DH5748  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5748  Type    PID    Designation                      North   East  Ellip
 DH5748  -------------------------------------------------------------------
 DH5748  NETWORK DH5748 MAIN GATE                         1.02   0.92   2.96
 DH5748  -------------------------------------------------------------------
 DH5748
 DH5748.The horizontal coordinates were established by GPS observations
 DH5748.and adjusted by the National Geodetic Survey in February 2007.
 DH5748
 DH5748.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5748.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5748.The horizontal coordinates are valid at the epoch date displayed above.
 DH5748.The epoch date for horizontal control is a decimal equivalence
 DH5748.of Year/Month/Day.
 DH5748
 DH5748.The orthometric height was determined by GPS observations and a
 DH5748.high-resolution geoid model.
 DH5748.The orthometric height was determined by GPS observations and a
 DH5748.high-resolution geoid model using precise GPS observation and
 DH5748.processing techniques.
 DH5748
 DH5748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5748
 DH5748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5748
 DH5748.The ellipsoidal height was determined by GPS observations
 DH5748.and is referenced to NAD 83.
 DH5748
 DH5748.The geoid height was determined by GEOID03.
 DH5748
 DH5748;                    North         East     Units Scale Factor Converg.
 DH5748;SPC AZ E     -    61,182.815   200,034.531   MT  0.99990219   -0 04 24.4
 DH5748;SPC AZ E     -   200,731.02    656,281.27   iFT  0.99990219   -0 04 24.4
 DH5748;UTM  12      - 3,490,965.991   565,772.538   MT  0.99965335   +0 21 45.5
 DH5748
 DH5748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5748!SPC AZ E     -   0.99978154  x   0.99990219  =   0.99968375
 DH5748!UTM  12      -   0.99978154  x   0.99965335  =   0.99943496
 DH5748
 DH5748                          SUPERSEDED SURVEY CONTROL
 DH5748
 DH5748  NAD 83(1992)-  31 33 06.47969(N)    110 18 25.28145(W) AD(       ) B
 DH5748  ELLIP H (08/22/05) 1391.562  (m)                       GP(       ) 4 2
 DH5748
 DH5748.Superseded values are not recommended for survey control.
 DH5748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5748.See file dsdata.txt to determine how the superseded data were derived.
 DH5748
 DH5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6577390966(NAD 83)
 DH5748_MARKER: DD = SURVEY DISK
 DH5748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5748_STAMPING: MAI GATE 2004
 DH5748_MARK LOGO: AZ-003
 DH5748_PROJECTION: FLUSH
 DH5748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5748+STABILITY: SURFACE MOTION
 DH5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5748+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5748
 DH5748  HISTORY     - Date     Condition        Report By
 DH5748  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5748
 DH5748                          STATION DESCRIPTION
 DH5748
 DH5748'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5748'FROM THE POST OFFICE IN SIERRA VISTA ARIZONA, PROCEED WEST ON FRY
 DH5748'BLVD. 1.84 MILES TO BUFFALO SOLDIER TRAIL, TURN LEFT AND GO .1 MILE TO
 DH5748'WILCOX DR. TURN RIGHT ONTO WILCOX DR. AND POINT IS APROX 500 FEET WEST
 DH5748'OF THE INTERSECTION OF BUFFALO SOLDIER TRAIL AND WILCOX DR ON THE
 DH5748'NORTH SIDE OF WILCOX DR. IN THE FENCE.
 DH5748' 
 DH5748'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5748'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5748'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0501 ***********************************************************************
 ER0501  DESIGNATION -  MAL
 ER0501  PID         -  ER0501
 ER0501  STATE/COUNTY-  AZ/APACHE
 ER0501  USGS QUAD   -  CONCHO (1984)
 ER0501
 ER0501                         *CURRENT SURVEY CONTROL
 ER0501  ___________________________________________________________________
 ER0501* NAD 83(1992)-  34 29 29.08889(N)    109 33 50.85117(W)     ADJUSTED  
 ER0501* NAVD 88     -      1910.9    (meters)    6269.     (feet)  VERTCON   
 ER0501  ___________________________________________________________________
 ER0501  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 ER0501  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 ER0501  HORZ ORDER  -  SECOND
 ER0501
 ER0501.The horizontal coordinates were established by classical geodetic methods
 ER0501.and adjusted by the National Geodetic Survey in August 1993.
 ER0501
 ER0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0501
 ER0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0501
 ER0501.The geoid height was determined by GEOID03.
 ER0501
 ER0501;                    North         East     Units Scale Factor Converg.
 ER0501;SPC AZ E     -   387,324.130   268,697.893   MT  0.99993773   +0 20 28.4
 ER0501;SPC AZ E     - 1,270,748.46    881,554.77   iFT  0.99993773   +0 20 28.4
 ER0501;UTM  12      - 3,817,580.719   631,836.460   MT  0.99981424   +0 48 47.6
 ER0501
 ER0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0501!SPC AZ E     -   0.99970380  x   0.99993773  =   0.99964155
 ER0501!UTM  12      -   0.99970380  x   0.99981424  =   0.99951810
 ER0501
 ER0501|---------------------------------------------------------------------|
 ER0501| PID    Reference Object                     Distance      Geod. Az  |
 ER0501|                                                           dddmmss.s |
 ER0501| CD2288 MAL RM 1                             14.678 METERS 07047     |
 ER0501| ER0502 WIND                                APPROX. 2.1 KM 2492642.9 |
 ER0501| CD2289 MAL RM 2                             13.450 METERS 33810     |
 ER0501|---------------------------------------------------------------------|
 ER0501
 ER0501                          SUPERSEDED SURVEY CONTROL
 ER0501
 ER0501  NAD 83(1986)-  34 29 29.08731(N)    109 33 50.85926(W) AD(       ) 2
 ER0501  NAD 27      -  34 29 28.97171(N)    109 33 48.46552(W) AD(       ) 2
 ER0501  NGVD 29 (07/19/86) 1910.0    (m)         6266.     (f) VERT ANG    3  
 ER0501
 ER0501.Superseded values are not recommended for survey control.
 ER0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0501.See file dsdata.txt to determine how the superseded data were derived.
 ER0501
 ER0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3183617581(NAD 83)
 ER0501_MARKER: DD = SURVEY DISK
 ER0501_SETTING: 66 = SET IN ROCK OUTCROP
 ER0501_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ER0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0501+STABILITY: POSITION/ELEVATION WELL
 ER0501
 ER0501  HISTORY     - Date     Condition        Report By
 ER0501  HISTORY     - 1979     MONUMENTED       AZDT
 ER0501
 ER0501                          STATION DESCRIPTION
 ER0501
 ER0501'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0501'THE STATION IS LOCATED ABOUT 2 1/2 MILES EAST-NORTHEAST OF CONCHO AND
 ER0501'1/2 MILE NORTH OF ARIZONA HIGHWAY 61.
 ER0501'
 ER0501'THE STATION MARK IS AN ADOT DISK STAMPED---MAL 1979---IT IS SET IN A
 ER0501'DRILL HOLE IN A BOULDER, 5 1/2 FEET EAST OF WITNESS POST.
 ER0501'
 ER0501'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---MAL RM 1 1979---IT IS SET
 ER0501'IN A DRILL HOLE IN A BOULDER.
 ER0501'
 ER0501'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---MAL RM 2 1979---IT IS SET
 ER0501'IN A DRILL HOLE IN A BOULDER.
 ER0501'
 ER0501'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HIGHWAYS 61 AND 180A
 ER0501'IN CONCHO, TRAVEL EAST ALONG 61 FOR 2.9 MILES TO MILE POST 375.15 AND
 ER0501'A GATE ON THE LEFT, PASS THROUGH GATE AND BEAR LEFT ON TRAIL FOR 0.2
 ER0501'MILE TO A GATE, PASS THROUGH GATE AND TURN RIGHT ALONG TRAIL FOR 0.55
 ER0501'MILE, TURN LEFT ON DIM TRACKS FOR 0.15 MILE TO TOP OF A LOW RIDGE AND
 ER0501'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1945 ***********************************************************************
 DV1945  DESIGNATION -  MALLEY
 DV1945  PID         -  DV1945
 DV1945  STATE/COUNTY-  AZ/YUMA
 DV1945  USGS QUAD   -  PALOMAS MOUNTAINS NE (1990)
 DV1945
 DV1945                         *CURRENT SURVEY CONTROL
 DV1945  ___________________________________________________________________
 DV1945* NAD 83(1992)-  33 09 05.41775(N)    113 34 49.34164(W)     ADJUSTED  
 DV1945* NAVD 88     -       473.6    (meters)    1554.     (feet)  VERTCON   
 DV1945  ___________________________________________________________________
 DV1945  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DV1945  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DV1945  HORZ ORDER  -  SECOND
 DV1945
 DV1945.The horizontal coordinates were established by classical geodetic methods
 DV1945.and adjusted by the National Geodetic Survey in August 1993.
 DV1945
 DV1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1945
 DV1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1945
 DV1945.The geoid height was determined by GEOID03.
 DV1945
 DV1945;                    North         East     Units Scale Factor Converg.
 DV1945;SPC AZ W     -   238,573.401   229,184.024   MT  0.99993642   +0 05 33.9
 DV1945;SPC AZ W     -   782,721.13    751,916.09   iFT  0.99993642   +0 05 33.9
 DV1945;UTM  12      - 3,671,047.816   259,332.202   MT  1.00031420   -1 24 42.4
 DV1945
 DV1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1945!SPC AZ W     -   0.99993067  x   0.99993642  =   0.99986710
 DV1945!UTM  12      -   0.99993067  x   1.00031420  =   1.00024485
 DV1945
 DV1945|---------------------------------------------------------------------|
 DV1945| PID    Reference Object                     Distance      Geod. Az  |
 DV1945|                                                           dddmmss.s |
 DV1945| CH3603 MALLEY RM 1                           4.231 METERS 00047     |
 DV1945| CH3602 MALLEY AZ MK                                       0762130.3 |
 DV1945| DV1946 DOME SHAPED PK 14 MI WNW HORN       APPROX.16.5 KM 2122535.0 |
 DV1945| DV1944 FLAT TOPPED BU 18 MI NW HORN        APPROX. 4.2 KM 2372954.7 |
 DV1945| DV1947 CONICAL PEAK 24 MI NW OF HORN       APPROX. 9.8 KM 2802259.0 |
 DV1945| CH3604 MALLEY RM 2                           4.023 METERS 30855     |
 DV1945|---------------------------------------------------------------------|
 DV1945
 DV1945                          SUPERSEDED SURVEY CONTROL
 DV1945
 DV1945  NAD 83(1986)-  33 09 05.41114(N)    113 34 49.34810(W) AD(       ) 2
 DV1945  NAD 27      -  33 09 05.26000(N)    113 34 46.63500(W) AD(       ) 2
 DV1945  NGVD 29 (07/19/86)  472.9    (m)         1552.     (f) VERT ANG    3  
 DV1945
 DV1945.Superseded values are not recommended for survey control.
 DV1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1945.See file dsdata.txt to determine how the superseded data were derived.
 DV1945
 DV1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5933271048(NAD 83)
 DV1945_MARKER: DS = TRIANGULATION STATION DISK
 DV1945_SETTING: 66 = SET IN ROCK OUTCROP
 DV1945
 DV1945  HISTORY     - Date     Condition        Report By
 DV1945  HISTORY     - 1949     MONUMENTED       CGS
 DV1945  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DV1945
 DV1945                          STATION DESCRIPTION
 DV1945
 DV1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1945'THIS STATION WAS OBSERVED ON BUT NOT OCCUPIED.  ONLY THE
 DV1945'STATION MARK WAS SET.
 DV1945'
 DV1945'STATION IS LOCATED ON THE SOUTH END OF AN EXTENDED RANGE OF
 DV1945'BLACK, MALPAIS BOULDER COVERED HILLS.  THE STATION HILL HAS
 DV1945'SLOPING SIDES EXCEPT FOR THE CLIFFS ON THE SOUTH END.  THE
 DV1945'STATION IS ABOUT 15 MILES NORTH-NORTHWEST OF HORN, A RAILROAD
 DV1945'SIDING AND SECTION HOUSE ON THE SOUTHERN PACIFIC RAILROAD.
 DV1945'THE STATION MARK IS SET FLUSH IN OUTCROPPING BEDROCK ON THE
 DV1945'HIGHEST POINT OF THE HILL, 12 PACES NORTH OF A CLIFF, AND
 DV1945'12 FEET WEST OF A CAIRN.  THE MARK IS A STANDARD BRONZE DISK
 DV1945'STAMPED, MALLEY 1949.
 DV1945'
 DV1945'TO REACH FROM HORN, GO EAST ON THE MAIN TRAVELED ROAD ALONG
 DV1945'THE SOUTH SIDE OF THE RAILROAD RIGHT-OF-WAY FOR 1.0 MILE.
 DV1945'TURN LEFT, NORTH, OFF THE MAIN TRAVELED ROAD AND CROSS THE
 DV1945'RAILROAD TRACKS AND CONTINUE ON THE ROAD NORTH FOR 9.2 MILES
 DV1945'TO A Y-ROAD JUNCTION WHICH IS THE INTERSECTION OF THE ROAD
 DV1945'FROM LITTLE HORN AND SALOME.  KEEP THE LEFT FORK TOWARDS LITTLE
 DV1945'HORN AND GO NORTHWARD 9.55 MILES.  HERE ON THE NORTH SIDE OF A
 DV1945'SMALL BLACK MALPAIS BUTTE, A TRACK ROAD GOES WEST.  TAKE THE
 DV1945'TRACK ROAD WEST AND GO 0.35 MILE WHEN TRACKS CROSS WASHES.
 DV1945'CONTINUE 0.25 MILE AND KEEP STRAIGHT AHEAD ON TRACKS WHERE
 DV1945'THE MAIN TRAVELED ROAD BEARS RIGHT, NORTH, AND HAS ALONG IT
 DV1945'SEVERAL STAKES.  GO 0.15 MILE.  TURN LEFT, SOUTH, TOWARDS
 DV1945'FOOT OF HILL AND CONTINUE 0.15 MILE TO WHERE TRACKS ENTER
 DV1945'THE LARGE WASH (THIS IS THE END OF TRUCK TRAVEL FOR A 2
 DV1945'WHEEL DRIVE VEHICLE).  ENTER WASH AND GO DOWN IT 0.15
 DV1945'MILE, THEN PULL OUT OF IT TO RIGHT, THENCE FOLLOW ALONG
 DV1945'THE EAST SIDE OF THE HILLS SOUTHWARD FOR 0.7 MILE TO
 DV1945'TRIANGULAR TRENCH AND MOUND OF DIRT.  CONTINUE AROUND
 DV1945'THE HILL SOUTHWARD AND THENCE WEST FOR POSSIBLY 2 MILES TO A
 DV1945'POINT UNDER THE CLIFFS ON THE SOUTH END OF THE HILL WHERE
 DV1945'CAIRN IS VISIBLE ON THE EDGE OF THE CLIFF, AND END OF TRUCK
 DV1945'TRAVEL FOR A FOUR WHEEL DRIVE VEHICLE.  FROM THIS POINT CLIMB
 DV1945'THE SLOPE TO THE EAST OF THE CLIFFS TO THE STATION.  A
 DV1945'30-MINUTE PACK.
 DV1945
 DV1945                          STATION RECOVERY (1950)
 DV1945
 DV1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1945'STATION WAS RECOVERED (AS PER LITHOGRAPHED DESCRIPTION OF 1949)
 DV1945'AND FOUND IN GOOD CONDITION.  TWO REFERENCE MARKS AND AN
 DV1945'AZIMUTH MARK WERE ESTABLISHED.  A NEW TO REACH AND THE COMPLETE
 DV1945'DESCRIPTION FOLLOWS--
 DV1945'
 DV1945'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHWEST OF HORN, A
 DV1945'RAILROAD SIDING AND SECTION HOUSE ON THE SOUTHERN PACIFIC
 DV1945'RAILROAD.  IT IS ON THE SOUTHERN END OF AN EXTENDED RANGE OF
 DV1945'BLACK, MALPAIS BOULDER-COVERED HILLS.  STATION HILL HAS SLOPING
 DV1945'SIDES EXCEPT FOR THE CLIFFS ON THE SOUTH END.
 DV1945'
 DV1945'STATION MARK, STAMPED MALLEY 1949, IS A STANDARD DISK SET IN A
 DV1945'DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF THE HILL, 14
 DV1945'FEET WEST OF A 5-FOOT HIGH CAIRN AND ABOUT 15 FEET NORTH
 DV1945'OF THE EDGE OF THE CLIFF.
 DV1945'
 DV1945'REFERENCE MARK 1, STAMPED MALLEY NO 1 1950, IS A STANDARD
 DV1945'DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 3 FEET IN
 DV1945'LENGTH AND 2 FEET LOWER THAN THE STATION MARK.
 DV1945'
 DV1945'REFERENCE MARK 2, STAMPED MALLEY NO 2 1950, IS A STANDARD DISK
 DV1945'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ABOUT THE SAME
 DV1945'ELEVATION AS THE STATION.
 DV1945'
 DV1945'AZIMUTH MARK, STAMPED MALLEY 1950, IS A STANDARD DISK BRAZED
 DV1945'TO THE TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 4 INCHES.
 DV1945'IT IS 48 FEET EAST OF THE CENTER LINE OF THE LITTLE HORN ROAD.
 DV1945'
 DV1945'TO REACH FROM HORN, GO EAST FOR 1.6 MILES, TURN LEFT CROSSING
 DV1945'RAILROAD TRACKS AND GO NORTH FOR 8.5 MILES TO A Y-JUNCTION
 DV1945'(LITTLE HORN AND THE SALOME ROADS).  TAKE LEFT FORK, LITTLE
 DV1945'HORN ROAD, NORTHERLY FOR 7.45 MILES TO THE AZIMUTH MARK ON THE
 DV1945'RIGHT OF THE ROAD AND NORTH OF A SMALL, BLACK MALPAIS BUTTE.
 DV1945'
 DV1945'FROM AZIMUTH MARK, TURN LEFT, WEST, OFF MAIN ROAD AND GO CROSS
 DV1945'COUNTRY FOR 2.1 MILES TO THE SOUTH SIDE OF THE STATION HILL.
 DV1945'CROSS WASH AND PACK ABOUT 0.2 MILE UP RIDGE TO STATION.  A
 DV1945'30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1998 ***********************************************************************
 DV1998  DESIGNATION -  MALPAI
 DV1998  PID         -  DV1998
 DV1998  STATE/COUNTY-  AZ/MARICOPA
 DV1998  USGS QUAD   -  NEW RIVER (1981)
 DV1998
 DV1998                         *CURRENT SURVEY CONTROL
 DV1998  ___________________________________________________________________
 DV1998* NAD 83(1992)-  33 56 33.13836(N)    112 13 00.60001(W)     ADJUSTED  
 DV1998* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 DV1998  ___________________________________________________________________
 DV1998  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 DV1998  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DV1998  HORZ ORDER  -  FIRST
 DV1998
 DV1998.The horizontal coordinates were established by classical geodetic methods
 DV1998.and adjusted by the National Geodetic Survey in August 1993.
 DV1998
 DV1998.The orthometric height was scaled from a topographic map.
 DV1998
 DV1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1998
 DV1998.The geoid height was determined by GEOID03.
 DV1998
 DV1998;                    North         East     Units Scale Factor Converg.
 DV1998;SPC AZ C     -   326,321.326   185,613.235   MT  0.99990949   -0 10 03.4
 DV1998;SPC AZ C     - 1,070,608.02    608,967.31   iFT  0.99990949   -0 10 03.4
 DV1998;UTM  12      - 3,756,451.582   387,549.262   MT  0.99975588   -0 40 46.2
 DV1998
 DV1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1998!SPC AZ C     -   0.99986112  x   0.99990949  =   0.99977063
 DV1998!UTM  12      -   0.99986112  x   0.99975588  =   0.99961704
 DV1998
 DV1998|---------------------------------------------------------------------|
 DV1998| PID    Reference Object                     Distance      Geod. Az  |
 DV1998|                                                           dddmmss.s |
 DV1998| CH5888 MALPAI RM 2 RESET                     6.624 METERS 06949     |
 DV1998| CH5982 MALPAI RM 2                                        12835     |
 DV1998| CH5886 MALPAI AZ MK                                       1285625.0 |
 DV1998| CH5887 MALPAI RM 1                           7.907 METERS 34513     |
 DV1998|---------------------------------------------------------------------|
 DV1998
 DV1998                          SUPERSEDED SURVEY CONTROL
 DV1998
 DV1998  NAD 83(1986)-  33 56 33.13357(N)    112 13 00.60341(W) AD(       ) 1
 DV1998  NAD 27      -  33 56 33.01000(N)    112 12 58.02100(W) AD(       ) 1
 DV1998
 DV1998.Superseded values are not recommended for survey control.
 DV1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1998.See file dsdata.txt to determine how the superseded data were derived.
 DV1998
 DV1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8754956452(NAD 83)
 DV1998_MARKER: DS = TRIANGULATION STATION DISK
 DV1998_SETTING: 80 = SET IN A BOULDER
 DV1998_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1998
 DV1998  HISTORY     - Date     Condition        Report By
 DV1998  HISTORY     - 1924     MONUMENTED       CGS
 DV1998  HISTORY     - 1958     GOOD             CGS
 DV1998
 DV1998                          STATION DESCRIPTION
 DV1998
 DV1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1998'ABOUT 33 MILES NORTH AND 6 MILES WEST OF PHOENIX, 3 MILES
 DV1998'WEST OF THE NEW RIVER STATION STORE ON THE BLACK CANYON
 DV1998'ROAD AND ON THE HIGH PROMINENT BLACK MALPAIS MESA RISING JUST
 DV1998'EAST OF THE AGUA FRIA RIVER.  THIS MESA HAS STEEL SLOPES
 DV1998'AND BLUFFS ON NEARLY ALL SIDES AND A FLAT, SLIGHTLY TIPPED TOP.
 DV1998'STATION IS IN ABOUT THE MIDDLE OF THE WEST SIDE, ON THE HIGHEST
 DV1998'POINT NEAR THE BLUFF AND OVERLOOKS THE AGUA FRIA RIVER.
 DV1998'MARKED BY A STANDARD BRONZE DISK.
 DV1998'THE REFERENCE MARK, A STANDARD BRONZE DISK IS
 DV1998'7.89 METERS (25.9 FEET) FROM STATION.
 DV1998
 DV1998                          STATION RECOVERY (1958)
 DV1998
 DV1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 DV1998'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 DV1998'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK AND
 DV1998'REFERENCE MARK NO. 2 WERE ESTABLISHED.
 DV1998'
 DV1998'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DV1998'
 DV1998'THE STATION IS LOCATED ABOUT 35 MILES NORTH AND 6 MILES WEST
 DV1998'OF PHOENIX, 8 MILES SOUTH OF BLACK CANYON, 3 MILES WEST OF THE
 DV1998'SERVICE STATION AND STORE AT NEW RIVER, ON THE HIGHEST POINT
 DV1998'OF A HIGH PROMINENT BLACK MALPAIS MESA THAT IS JUST EAST OF THE
 DV1998'AGUA FRIA RIVER.
 DV1998'
 DV1998'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON
 DV1998'GO SOUTH ON STATE HIGHWAY 69 FOR 11.3 MILES TO A T-ROAD RIGHT
 DV1998'AND SIGN LAKE PLEASANT.  TURN RIGHT, WEST, GO 0.4 MILE TO A
 DV1998'T-ROAD RIGHT AND SIGN EL PASO NATURAL GAS CO.  TURN RIGHT,
 DV1998'NORTH, GO 0.7 MILE ON A TRACK ROAD TO A CROSSROAD AND THE EL
 DV1998'PASO NATURAL GAS CO. PIPELINE.  CONTINUE STRAIGHT AHEAD
 DV1998'0.45 MILE TO A Y-FORK, TAKE THE LEFT FORK AND FOLLOW THE
 DV1998'TRACK ROAD FOR 1.8 MILES TO A T-ROAD, TURN LEFT, AND GO 0.4
 DV1998'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE
 DV1998'TRACK ROAD WESTERLY FOR 0.4 MILE TO A WINDMILL AND THE END
 DV1998'OF TRUCK TRAVEL.  FROM HERE PACK ABOUT 280 DEGREES
 DV1998'MAGNETIC TOWARD A SADDLE BETWEEN A HIGH PEAK AND A NORTH-SOUTH
 DV1998'RIDGE (ABOUT 30 MINUTES TO THE CENTER OF THE SADDLE).
 DV1998'FROM HERE PACK NORTHWEST FOR ABOUT 30 MINUTES TO THE
 DV1998'BOTTOM OF THE CANYON, CONTINUE NORTHWEST FOR ABOUT 1 HOUR
 DV1998'TO THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 DV1998'
 DV1998'THE STATION MARK, STAMPED MALPAI 1924, IS A STANDARD DISK
 DV1998'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER THAT PROJECTS
 DV1998'6 INCHES AND IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 DV1998'
 DV1998'REFERENCE MARK NO. 18 STAMPED MALPAI NO 4 1924, IS A STANDARD
 DV1998'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DV1998'3 FEET.
 DV1998'
 DV1998'REFERENCE MARK NO. 2, STAMPED MALPAI NO 2 1958, IS A STANDARD
 DV1998'DISK CEMENTED IN DRILL HOLE IN A BOULDER THAT PROJECTS 3
 DV1998'FEET AND IS 6 FEET LOWER THAN THE STATION.
 DV1998'
 DV1998'THE AZIMUTH MARK, STAMPED MALPAI 1958, IS A STANDARD DISK
 DV1998'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
 DV1998'IT IS LOCATED ON A HIGH SHELF ABOUT 250 YARDS NORTH OF AND
 DV1998'300 FEET HIGHER THAN THE SADDLE MENTIONED IN THE TO REACH,
 DV1998'AND 10 FEET NORTHWEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1390 ***********************************************************************
 DA1390  DESIGNATION -  MALPAIS
 DA1390  PID         -  DA1390
 DA1390  STATE/COUNTY-  AZ/MARICOPA
 DA1390  USGS QUAD   -  SENTINEL (1986)
 DA1390
 DA1390                         *CURRENT SURVEY CONTROL
 DA1390  ___________________________________________________________________
 DA1390* NAD 83(1992)-  32 52 20.92259(N)    113 14 46.84528(W)     ADJUSTED  
 DA1390* NAVD 88     -       237.0    (meters)     778.     (feet)  VERTCON   
 DA1390  ___________________________________________________________________
 DA1390  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DA1390  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DA1390  HORZ ORDER  -  FIRST
 DA1390
 DA1390.The horizontal coordinates were established by classical geodetic methods
 DA1390.and adjusted by the National Geodetic Survey in August 1993.
 DA1390
 DA1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1390
 DA1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1390
 DA1390.The geoid height was determined by GEOID03.
 DA1390
 DA1390;                    North         East     Units Scale Factor Converg.
 DA1390;SPC AZ C     -   208,394.180    88,926.569   MT  1.00009086   -0 43 18.5
 DA1390;SPC AZ C     -   683,707.94    291,753.84   iFT  1.00009086   -0 43 18.5
 DA1390;SPC AZ W     -   207,729.761   260,492.796   MT  0.99996072   +0 16 24.1
 DA1390;SPC AZ W     -   681,528.09    854,635.16   iFT  0.99996072   +0 16 24.1
 DA1390;UTM  12      - 3,639,386.922   289,832.082   MT  1.00014467   -1 13 10.9
 DA1390
 DA1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1390!SPC AZ C     -   0.99996780  x   1.00009086  =   1.00005865
 DA1390!SPC AZ W     -   0.99996780  x   0.99996072  =   0.99992852
 DA1390!UTM  12      -   0.99996780  x   1.00014467  =   1.00011246
 DA1390
 DA1390:                Primary Azimuth Mark                     Grid Az
 DA1390:SPC AZ C     -  MALPAIS RM 3 AZIMUTH                     060 16 22.1
 DA1390:SPC AZ W     -  MALPAIS RM 3 AZIMUTH                     059 16 39.5
 DA1390:UTM  12      -  MALPAIS RM 3 AZIMUTH                     060 46 14.5
 DA1390
 DA1390|---------------------------------------------------------------------|
 DA1390| PID    Reference Object                     Distance      Geod. Az  |
 DA1390|                                                           dddmmss.s |
 DA1390| CH3607 MALPAIS RM 3 AZIMUTH                               0593303.6 |
 DA1390| CH3605 MALPAIS RM 1                          9.553 METERS 07926     |
 DA1390| CH3606 MALPAIS RM 2                         19.089 METERS 18955     |
 DA1390|---------------------------------------------------------------------|
 DA1390
 DA1390                          SUPERSEDED SURVEY CONTROL
 DA1390
 DA1390  NAD 83(1986)-  32 52 20.91704(N)    113 14 46.85127(W) AD(       ) 1
 DA1390  NAD 27      -  32 52 20.74200(N)    113 14 44.18900(W) AD(       ) 1
 DA1390  NGVD 29 (07/19/86)  236.4    (m)          776.     (f) VERT ANG    3  
 DA1390
 DA1390.Superseded values are not recommended for survey control.
 DA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1390.See file dsdata.txt to determine how the superseded data were derived.
 DA1390
 DA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8983239387(NAD 83)
 DA1390_MARKER: DS = TRIANGULATION STATION DISK
 DA1390_SETTING: 66 = SET IN ROCK OUTCROP
 DA1390_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1390
 DA1390  HISTORY     - Date     Condition        Report By
 DA1390  HISTORY     - 1934     MONUMENTED       CGS
 DA1390  HISTORY     - 1960     GOOD             CGS
 DA1390  HISTORY     - 1981     GOOD             NGS
 DA1390
 DA1390                          STATION DESCRIPTION
 DA1390
 DA1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1390'STATION IS LOCATED ABOUT 2 MILES AIR LINE WNW OF SENTINEL.
 DA1390'ABOUT 1-1/2 MILES AIR LINE N OF U.S. HIGHWAY 80.  ON THE
 DA1390'HIGHEST PART OF A BLACK RIDGE COVERED WITH BLACK MALPAIS
 DA1390'BOULDERS.
 DA1390'
 DA1390'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DA1390'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DA1390'
 DA1390'TO REACH STATION FROM SENTINEL FROM THE BANKHEAD CAFE ON
 DA1390'U.S. HIGHWAY 80, AT THE W EDGE OF TOWN, TURN RIGHT, N, AND
 DA1390'FOLLOW THE MAIN ROAD FOR 1.9 MILES.  HERE TURN LEFT ON AN OLD
 DA1390'ROAD AND GO 0.2 MILE.  AT THIS POINT TURN LEFT AND GO 0.4
 DA1390'MILE TO THE TELEPHONE LINE.  (AZIMUTH MARK IS JUST TO THE
 DA1390'W OF THE TRACKS AT THIS POINT.) STATION MAY BE SEEN JUST
 DA1390'S OF W FROM THIS POINT, DRIVE TOWARDS HIGHEST POINT, OVER
 DA1390'ROCKS, 1.0 MILE TO STATION.  THIS LAST PART IS VERY ROUGH.
 DA1390
 DA1390                          STATION RECOVERY (1960)
 DA1390
 DA1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1390'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DA1390'CONDITION.  THE DIRECTIONS TO ALL MARKS WERE VERIFIED.  THE
 DA1390'DISTANCES WERE FOUND IN ERROR AS NOTED BELOW.
 DA1390
 DA1390                          STATION RECOVERY (1981)
 DA1390
 DA1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1390'THE STATION WAS RECOVERED AS DESCRIBED.  THE REFERENCE MARK DISTANCES
 DA1390'AND DIRECTIONS ARE REVERSED IN THE 1960 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1875 ***********************************************************************
 CZ1875  DESIGNATION -  MALPAIS
 CZ1875  PID         -  CZ1875
 CZ1875  STATE/COUNTY-  AZ/PINAL
 CZ1875  USGS QUAD   -  DUDLEYVILLE (1972)
 CZ1875
 CZ1875                         *CURRENT SURVEY CONTROL
 CZ1875  ___________________________________________________________________
 CZ1875* NAD 83(1992)-  32 54 45.60506(N)    110 44 22.49812(W)     ADJUSTED  
 CZ1875* NAVD 88     -       760.2    (meters)    2494.     (feet)  VERTCON   
 CZ1875  ___________________________________________________________________
 CZ1875  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CZ1875  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CZ1875  HORZ ORDER  -  FIRST
 CZ1875
 CZ1875.The horizontal coordinates were established by classical geodetic methods
 CZ1875.and adjusted by the National Geodetic Survey in August 1993.
 CZ1875
 CZ1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1875
 CZ1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1875
 CZ1875.The geoid height was determined by GEOID03.
 CZ1875
 CZ1875;                    North         East     Units Scale Factor Converg.
 CZ1875;SPC AZ C     -   212,681.658   323,462.700   MT  1.00004943   +0 38 22.7
 CZ1875;SPC AZ C     -   697,774.47  1,061,229.33   iFT  1.00004943   +0 38 22.7
 CZ1875;UTM  12      - 3,641,635.455   524,351.062   MT  0.99960731   +0 08 29.4
 CZ1875
 CZ1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1875!SPC AZ C     -   0.99988511  x   1.00004943  =   0.99993453
 CZ1875!UTM  12      -   0.99988511  x   0.99960731  =   0.99949247
 CZ1875
 CZ1875:                Primary Azimuth Mark                     Grid Az
 CZ1875:SPC AZ C     -  MALPAIS AZ MK                            141 44 38.7
 CZ1875:UTM  12      -  MALPAIS AZ MK                            142 14 32.0
 CZ1875
 CZ1875|---------------------------------------------------------------------|
 CZ1875| PID    Reference Object                     Distance      Geod. Az  |
 CZ1875|                                                           dddmmss.s |
 CZ1875| CC6889 MALPAIS AZ MK                                      1422301.4 |
 CZ1875| CC6890 MALPAIS RM 1                          4.527 METERS 17951     |
 CZ1875| CC6891 MALPAIS RM 2                          8.720 METERS 32701     |
 CZ1875|---------------------------------------------------------------------|
 CZ1875
 CZ1875                          SUPERSEDED SURVEY CONTROL
 CZ1875
 CZ1875  NAD 83(1986)-  32 54 45.60140(N)    110 44 22.49539(W) AD(       ) 1
 CZ1875  NAD 27      -  32 54 45.36100(N)    110 44 20.11400(W) AD(       ) 1
 CZ1875  NGVD 29 (07/19/86)  759.6    (m)         2492.     (f) VERT ANG    3  
 CZ1875
 CZ1875.Superseded values are not recommended for survey control.
 CZ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1875.See file dsdata.txt to determine how the superseded data were derived.
 CZ1875
 CZ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2435141635(NAD 83)
 CZ1875_MARKER: DS = TRIANGULATION STATION DISK
 CZ1875_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1875
 CZ1875  HISTORY     - Date     Condition        Report By
 CZ1875  HISTORY     - 1948     MONUMENTED       CGS
 CZ1875  HISTORY     - 1967     GOOD             AMS
 CZ1875
 CZ1875                          STATION DESCRIPTION
 CZ1875
 CZ1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1875'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF WINKELMAN
 CZ1875'AND 14-1/2 MILES NORTH-NORTHWEST OF MAMMOTH ON A SMALL HILL
 CZ1875'RISING UP FROM THE SAN PEDRO RIVER AND SEVERAL FEET HIGHER
 CZ1875'THAN ANY HILLS IN THE VICINITY, ON THE HIGHEST PART OF THE
 CZ1875'HILL, ABOUT 50 YARDS SOUTH OF A LARGE ALUMINIUM CROSS, PROJECTS
 CZ1875'ABOUT 1 INCH, AND IS STAMPED MALPAIS 1947.
 CZ1875'
 CZ1875'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 CZ1875'THE STATION, PROJECTS ABOUT 4 INCHES, AND IS STAMPED MALPAIS
 CZ1875'NO 1 1947.
 CZ1875'
 CZ1875'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 CZ1875'AS THE STATION, PROJECTS ABOUT 6 INCHES, AND IS STAMPED
 CZ1875'MALPAIS NO 2 1947.
 CZ1875'
 CZ1875'AZIMUTH MARK IS LOCATED ON THE THIRD HILL TO THE SOUTH OF
 CZ1875'STATION ON A NORTH-SOUTH RANGE APPROXIMATELY 10 MINUTES FROM
 CZ1875'THE STATION, 6 FEET WEST OF A CARIN, PROJECTS ABOUT 8 INCHES,
 CZ1875'AND IS STAMPED MALPAIS 1947.
 CZ1875'
 CZ1875'TO REACH FROM THE POST OFFICE IN WINKELMAN, GO SOUTH ON
 CZ1875'STATE ROUTE 77 FOR 0.25 MILE TO A SIDE ROAD RIGHT AND A
 CZ1875'CATTLE GUARD ON THE LEFT, HERE TURN RIGHT AND GO 1.0 MILE TO
 CZ1875'A FORK AT A HOUSE ON THE LEFT AFTER FORDING THE SAN PEDRO
 CZ1875'RIVER.  HERE TURN LEFT AND FOLLOW THE MAIN ROAD FOR 4.1 MILES
 CZ1875'DOWN THE WEST SIDE OF THE RIVER TO A TIN-ROOFED HOUSE ON
 CZ1875'THE LEFT.  THENCE CONTINUE FOR 0.2 MILE TO A SIDE ROAD RIGHT.
 CZ1875'HERE TURN RIGHT AND GO 0.9 MILE TO WHERE THE ROAD COMES OUT
 CZ1875'OF THE WASH TO TOP OF RIDGE.  TURN SHARP LEFT ON NARROW
 CZ1875'RIDGE AND GO ABOUT 0.1 MILE TO FOOT OF HILL AND END OF TRUCK
 CZ1875'TRAVEL.  FROM HERE, PACK NORTHERLY TO HIGHEST POINT AND
 CZ1875'STATION.  A 5-MINUTE PACK.
 CZ1875
 CZ1875                          STATION RECOVERY (1967)
 CZ1875
 CZ1875'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1875'STATION MALPAIS IS LOCATED 6.0 AIRMILES (SSE) OF WINKELMAN,
 CZ1875'ARIZONA AND 14.8 AIRMILES (NNW) OF MAMMOTH, ARIZONA.  148 FT (SE)
 CZ1875'OF A 14.0 FT CROSS.
 CZ1875'
 CZ1875'TO REACH FROM MAMMOTH P.O. GO (N) ON MAIN STREET FOR 1.0 MI
 CZ1875'TO JCT OF HWY ARIZONA 77, TURN RIGHT (NW) ON HWY ARIZONA 77 AND
 CZ1875'GO FOR 14.3 MI TO JCT WITH PAVED ROAD ON LEFT (W), TURN
 CZ1875'LEFT (W) ON PAVED ROAD AND GO FOR 0.05 MI TO T INTERSECTION
 CZ1875'WITH OLD HWY ARIZONA 77, GO RIGHT (NW) FOR 0.1 MI TO JCT
 CZ1875'WITH PAVED ROAD ON LEFT (NW), TURN LEFT (NW) ON PAVED ROAD AND
 CZ1875'GO FOR 0.5 MI TO CATTLE CROSS AND END OF PAVEMENT, CONTINUE
 CZ1875'ON DIRT ROAD 0.6 MI TO T INTERSECTION, TURN RIGHT (N) AND GO
 CZ1875'FOR 0.8 MI TO CROSS INTERSECTION OF ROADS AND CACTUS HILL
 CZ1875'RANCH SIGN, TURN LEFT (NW) CROSSING RR TRACKS AND GO FOR 1.2
 CZ1875'MI TO JCT OF TRAIL ON LEFT (SE), TURN LEFT (SE) ON TRAIL
 CZ1875'AND GO FOR 0.1 MI TO END OF FOUR WHEEL DRIVE, CONTINUE
 CZ1875'(NE) FOR 0.15 MI TO TOP OF RIDGE LINE THEN TURN LEFT (NW)
 CZ1875'TOWARDS HIGHEST POINT OF HILL AND STATION SITE.  PACK TIME
 CZ1875'WITH HEAVY LOAD IS 15 MINUTES.
 CZ1875'
 CZ1875'THE STATION SITE IS ON THE HIGHEST POINT OF THE NW-SE RIDGE AMONG
 CZ1875'ROCKS AND SCATTERED BUSHES.
 CZ1875'
 CZ1875'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED
 CZ1875'MALPAIS - 1947.  IT IS CEMENTED IN A FLAT ROCK WHICH PROTRUDES
 CZ1875'ABOUT 1.5 INCHES.
 CZ1875'
 CZ1875'R.M. 1 IS A USC AND GS DISK STAMPED MALPAIS NO 1 - 1947.
 CZ1875'FROM THE STATION IT IS S.E.  S 12 DEG. E. AT A DISTANCE
 CZ1875'OF 4.524 M AND A DE OF -0.088M.
 CZ1875'
 CZ1875'R.M. 2 IS A USC AND GS DISK STAMPED MALPAIS NO 2 - 1947.
 CZ1875'FROM THE STATION IT IS N.W.  N 40 DEG W AT A
 CZ1875'DISTANCE OF 8.720M AND A DE OF -0.217M.
 CZ1875'
 CZ1875'THE AZ MK IS A USC AND GS DISK STAMPED MALPAIS 1947.  THE
 CZ1875'AZ MK IS APPROXIMATELY 0.5 MI (SE) OF THE STATION.  AZ MK
 CZ1875'IS LOCATED ON THE THIRD HILL (S) OF THE STATION ON A N-S
 CZ1875'RANGE.  THE AZ MK IS SET IN A CONCRETE POST PROJECTING 8 IN.
 CZ1875'
 CZ1875'CONDITION OF ALL MARKS IS EXCELLENT.
 CZ1875'
 CZ1875'THE HEIGHT OF THE TRIPOD WAS 1.53M, THE VIEW FROM THIS HEIGHT
 CZ1875'IS CLEAR IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1358 ***********************************************************************
 FS1358  DESIGNATION -  MALPAIS
 FS1358  PID         -  FS1358
 FS1358  STATE/COUNTY-  AZ/MOHAVE
 FS1358  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1358
 FS1358                         *CURRENT SURVEY CONTROL
 FS1358  ___________________________________________________________________
 FS1358* NAD 83(1992)-  35 46 51.29452(N)    114 31 08.34498(W)     ADJUSTED  
 FS1358* NAVD 88     -       714.7    (meters)    2345.     (feet)  VERTCON   
 FS1358  ___________________________________________________________________
 FS1358  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FS1358  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS1358  HORZ ORDER  -  SECOND
 FS1358
 FS1358.The horizontal coordinates were established by classical geodetic methods
 FS1358.and adjusted by the National Geodetic Survey in August 1993.
 FS1358
 FS1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1358
 FS1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1358
 FS1358.The geoid height was determined by GEOID03.
 FS1358
 FS1358;                    North         East     Units Scale Factor Converg.
 FS1358;SPC AZ W     -   530,496.792   143,838.206   MT  0.99999287   -0 26 58.7
 FS1358;SPC AZ W     - 1,740,475.04    471,910.12   iFT  0.99999287   -0 26 58.7
 FS1358;UTM  11      - 3,962,488.975   724,247.205   MT  1.00021970   +1 27 04.4
 FS1358
 FS1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1358!SPC AZ W     -   0.99989228  x   0.99999287  =   0.99988515
 FS1358!UTM  11      -   0.99989228  x   1.00021970  =   1.00011195
 FS1358
 FS1358:                Primary Azimuth Mark                     Grid Az
 FS1358:SPC AZ W     -  TEMPLE                                   158 31 46.7
 FS1358:UTM  11      -  TEMPLE                                   156 37 43.6
 FS1358
 FS1358|---------------------------------------------------------------------|
 FS1358| PID    Reference Object                     Distance      Geod. Az  |
 FS1358|                                                           dddmmss.s |
 FS1358| FS1366 TEMPLE                              APPROX. 1.9 KM 1580448.0 |
 FS1358| CS4812 MALPAIS RM 1                         15.220 METERS 23234     |
 FS1358| CS4813 MALPAIS RM 2                          7.960 METERS 34100     |
 FS1358|---------------------------------------------------------------------|
 FS1358
 FS1358                          SUPERSEDED SURVEY CONTROL
 FS1358
 FS1358  NAD 83(1986)-  35 46 51.28669(N)    114 31 08.33525(W) AD(       ) 2
 FS1358  NGVD 29 (11/23/90)  714.0    (m)         2343.     (f) VERT ANG    3  
 FS1358
 FS1358.Superseded values are not recommended for survey control.
 FS1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1358.See file dsdata.txt to determine how the superseded data were derived.
 FS1358
 FS1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2424762489(NAD 83)
 FS1358_MARKER: DS = TRIANGULATION STATION DISK
 FS1358_SETTING: 66 = SET IN ROCK OUTCROP
 FS1358_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1358+STABILITY: POSITION/ELEVATION WELL
 FS1358
 FS1358  HISTORY     - Date     Condition        Report By
 FS1358  HISTORY     - 1981     MONUMENTED       AZDT
 FS1358
 FS1358                          STATION DESCRIPTION
 FS1358
 FS1358'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1358'THE STATION IS LOCATED 20.5  MILES SOUTHEAST OF HOVER DAM, 3.5
 FS1358'MILES SOUTH OF THE JUNCTION OF US 93 AND TEMPLE BAR ROAD ON TOP OF A
 FS1358'MALPAIS OUTCROP ALONG US 93.
 FS1358'
 FS1358'THE STATION MARK IS AN ADOT DISK STAMPED, MALPAIS 1981.  IT IS SET IN
 FS1358'A DRILL HOLE IN AN OUTCROP.  91 FEET SOUTHWEST OF THE CENTERLINE OF US
 FS1358'HIGHWAY 93 AND 8 FEET SOUTHEAST OF THE WITNESS POST.
 FS1358'
 FS1358'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, MALPAIS RM 1 1981.  IT IS
 FS1358'SET IN A DRILL IN AN OUTCROP.
 FS1358'
 FS1358'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, MALPAIS RM 2 1981.  IT IS
 FS1358'SET IN A DRILL HOLE IN AN OUTCROP.
 FS1358'
 FS1358'1285-6 AHD IS AN AHD DISK SET IN A DRILL HOLE IN AN OUTCROP.  THE MARK
 FS1358'IS STAMPED, P AND M 1285-6 1973.
 FS1358'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH FOR
 FS1358'0.1 MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1358'US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.
 FS1358'TRAVEL NORTH ALONG US HIGHWAY 93 FOR 35.2 MILES TO THE BRIDGE OVER
 FS1358'DETRITAL WASH, CONTINUE NORTH ALONG US 93 FOR 9.1 MILES TO AN EXXON
 FS1358'SERVICE STATION ON THE RIGHT, CONTINUE NORTH ALONG US 93 FOR 4.55
 FS1358'MILES TO THE STATION ON THE LEFT ON TOP OF THE BLACK ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0381 ***********************************************************************
 CF0381  DESIGNATION -  MALPAIS
 CF0381  PID         -  CF0381
 CF0381  STATE/COUNTY-  AZ/COCHISE
 CF0381  USGS QUAD   -  PARAMORE CRATER (1987)
 CF0381
 CF0381                         *CURRENT SURVEY CONTROL
 CF0381  ___________________________________________________________________
 CF0381* NAD 83(1992)-  31 35 23.45531(N)    109 14 37.30393(W)     ADJUSTED  
 CF0381* NAVD 88     -      1425.1    (meters)    4676.     (feet)  VERTCON   
 CF0381  ___________________________________________________________________
 CF0381  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CF0381  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CF0381  HORZ ORDER  -  SECOND
 CF0381
 CF0381.The horizontal coordinates were established by classical geodetic methods
 CF0381.and adjusted by the National Geodetic Survey in August 1993.
 CF0381
 CF0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0381
 CF0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0381
 CF0381.The geoid height was determined by GEOID03.
 CF0381
 CF0381;                    North         East     Units Scale Factor Converg.
 CF0381;SPC AZ E     -    65,762.264   300,953.404   MT  0.99999460   +0 29 00.7
 CF0381;SPC AZ E     -   215,755.46    987,379.93   iFT  0.99999460   +0 29 00.7
 CF0381;UTM  12      - 3,496,313.122   666,638.426   MT  0.99994249   +0 55 12.8
 CF0381
 CF0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0381!SPC AZ E     -   0.99978045  x   0.99999460  =   0.99977506
 CF0381!UTM  12      -   0.99978045  x   0.99994249  =   0.99972296
 CF0381
 CF0381|---------------------------------------------------------------------|
 CF0381| PID    Reference Object                     Distance      Geod. Az  |
 CF0381|                                                           dddmmss.s |
 CF0381| CS5423 MALPAIS RM 1                         10.751 METERS 04441     |
 CF0381| CS5424 MALPAIS RM 2                         10.671 METERS 22212     |
 CF0381|---------------------------------------------------------------------|
 CF0381
 CF0381                          SUPERSEDED SURVEY CONTROL
 CF0381
 CF0381  NAD 83(1986)-  31 35 23.45340(N)    109 14 37.28621(W) AD(       ) 2
 CF0381  NGVD 29 (03/13/91) 1424.2    (m)         4673.     (f) VERT ANG    3  
 CF0381
 CF0381.Superseded values are not recommended for survey control.
 CF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0381.See file dsdata.txt to determine how the superseded data were derived.
 CF0381
 CF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6663896313(NAD 83)
 CF0381_MARKER: DS = TRIANGULATION STATION DISK
 CF0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0381+STABILITY: SURFACE MOTION
 CF0381
 CF0381  HISTORY     - Date     Condition        Report By
 CF0381  HISTORY     - 1982     MONUMENTED       AZDT
 CF0381
 CF0381                          STATION DESCRIPTION
 CF0381
 CF0381'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0381'THE STATION IS LOCATED 26 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0381'HIGHWAY 80.
 CF0381'
 CF0381'THE STATION MARK IS AN AZDT DISK STAMPED---MALPAIS 1982---.  IT IS SET
 CF0381'IN TOP OF A 10 INCH CONCRETE MONUMENT 47 FEET SOUTHEAST OF THE CENTER
 CF0381'LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF THE WITNESS POST AND SIGN AT
 CF0381'MILE POST 396.
 CF0381'
 CF0381'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MALPAIS RM 1 1982---.  IT
 CF0381'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0381'
 CF0381'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MALPAIS RM 2 1982---.  IT
 CF0381'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0381'
 CF0381'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0381'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL
 CF0381'NORTHEAST ALONG U.S. 80 FOR 29.2 MILES TO THE STATION AT MILE POST
 CF0381'396.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1888 ***********************************************************************
 CZ1888  FBN         -  This is a Federal Base Network Control Station.
 CZ1888  DESIGNATION -  MAMMOTH
 CZ1888  PID         -  CZ1888
 CZ1888  STATE/COUNTY-  AZ/PINAL
 CZ1888  USGS QUAD   -  MAMMOTH (1972)
 CZ1888
 CZ1888                         *CURRENT SURVEY CONTROL
 CZ1888  ___________________________________________________________________
 CZ1888* NAD 83(2007)-  32 42 10.38702(N)    110 39 23.04030(W)     ADJUSTED  
 CZ1888* NAVD 88     -       875.6    (meters)    2873.     (feet)  GPS OBS   
 CZ1888  ___________________________________________________________________
 CZ1888  EPOCH DATE  -        2007.00
 CZ1888  X           -  -1,895,417.062 (meters)                     COMP
 CZ1888  Y           -  -5,027,642.855 (meters)                     COMP
 CZ1888  Z           -   3,426,735.411 (meters)                     COMP
 CZ1888  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CZ1888  ELLIP HEIGHT-         847.414 (meters)          (02/10/07) ADJUSTED
 CZ1888  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CZ1888
 CZ1888  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1888  Type    PID    Designation                      North   East  Ellip
 CZ1888  -------------------------------------------------------------------
 CZ1888  NETWORK CZ1888 MAMMOTH                           0.31   0.27   0.92
 CZ1888  -------------------------------------------------------------------
 CZ1888
 CZ1888.The horizontal coordinates were established by GPS observations
 CZ1888.and adjusted by the National Geodetic Survey in February 2007.
 CZ1888
 CZ1888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1888.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1888.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1888.The epoch date for horizontal control is a decimal equivalence
 CZ1888.of Year/Month/Day.
 CZ1888
 CZ1888.The orthometric height was determined by GPS observations and a
 CZ1888.high-resolution geoid model.
 CZ1888
 CZ1888.Photographs are available for this station.
 CZ1888
 CZ1888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1888
 CZ1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1888
 CZ1888.The ellipsoidal height was determined by GPS observations
 CZ1888.and is referenced to NAD 83.
 CZ1888
 CZ1888.The geoid height was determined by GEOID03.
 CZ1888
 CZ1888;                    North         East     Units Scale Factor Converg.
 CZ1888;SPC AZ C     -   189,506.456   331,521.306   MT  1.00007211   +0 40 51.5
 CZ1888;SPC AZ C     -   621,740.34  1,087,668.33   iFT  1.00007211   +0 40 51.5
 CZ1888;UTM  12      - 3,618,401.735   532,204.903   MT  0.99961279   +0 11 08.3
 CZ1888
 CZ1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1888!SPC AZ C     -   0.99986697  x   1.00007211  =   0.99993907
 CZ1888!UTM  12      -   0.99986697  x   0.99961279  =   0.99947981
 CZ1888
 CZ1888|---------------------------------------------------------------------|
 CZ1888| PID    Reference Object                     Distance      Geod. Az  |
 CZ1888|                                                           dddmmss.s |
 CZ1888| CC6895 MAMMOTH RM 1                          9.058 METERS 05203     |
 CZ1888| CC6896 MAMMOTH RM 2                          8.757 METERS 22843     |
 CZ1888| CC6894 MAMMOTH AZ MK                                      2622156.9 |
 CZ1888|---------------------------------------------------------------------|
 CZ1888
 CZ1888                          SUPERSEDED SURVEY CONTROL
 CZ1888
 CZ1888  ELLIP H (09/30/99)  847.440  (m)                       GP(       ) 3 1
 CZ1888  NAD 83(1986)-  32 42 10.38407(N)    110 39 23.03539(W) AD(       ) B
 CZ1888  NAD 83(1992)-  32 42 10.38640(N)    110 39 23.03927(W) AD(       ) A
 CZ1888  ELLIP H (09/30/92)  847.472  (m)                       GP(       ) 2 1
 CZ1888  NAD 83(1986)-  32 42 10.38407(N)    110 39 23.03539(W) AD(       ) 2
 CZ1888  NAD 27      -  32 42 10.14100(N)    110 39 20.67700(W) AD(       ) 2
 CZ1888  NGVD 29 (07/19/86)  875.6    (m)         2873.     (f) VERT ANG    3  
 CZ1888
 CZ1888.Superseded values are not recommended for survey control.
 CZ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1888.See file dsdata.txt to determine how the superseded data were derived.
 CZ1888
 CZ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3220518402(NAD 83)
 CZ1888_MARKER: DS = TRIANGULATION STATION DISK
 CZ1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1888_SP_SET: CONCRETE POST
 CZ1888_STAMPING: MAMMOTH 1947
 CZ1888_MARK LOGO: CGS   
 CZ1888_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1888+STABILITY: SURFACE MOTION
 CZ1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1888+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1998
 CZ1888
 CZ1888  HISTORY     - Date     Condition        Report By
 CZ1888  HISTORY     - 1947     MONUMENTED       CGS
 CZ1888  HISTORY     - 1948     GOOD             CGS
 CZ1888  HISTORY     - 1963     GOOD             LOCENG
 CZ1888  HISTORY     - 1977     GOOD             NGS
 CZ1888  HISTORY     - 19920203 GOOD             NGS
 CZ1888  HISTORY     - 19981105 GOOD             NGS
 CZ1888
 CZ1888                          STATION DESCRIPTION
 CZ1888
 CZ1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1888'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF MAMMOTH, ABOUT
 CZ1888'9 MILES NORTHEAST OF ORACLE, ON THE HIGHWAY RIGHT-OF-WAY
 CZ1888'PROPERTY, 25 YARDS SOUTH OF STATE ROUTE 77, 2-1/2 PACES NORTH
 CZ1888'OF A FENCE LINE, 2 PACES SOUTHEAST OF A WHITE WITNESS POST.
 CZ1888'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CZ1888'MAMMOTH 1947.
 CZ1888'
 CZ1888'REFERENCE MARK NO. 1 IS ABOUT THE SAME LEVEL AS THE STATION,
 CZ1888'4 PACES NORTH OF A FENCE LINE, PROJECTS ABOUT 2 INCHES AND
 CZ1888'IS STAMPED MAMMOTH NO 1 1947.
 CZ1888'
 CZ1888'REFERENCE MARK NO. 2 IS ABOUT THE SAME LEVEL AS THE STATION,
 CZ1888'1 FOOT NORTH OF A FENCE LINE, PROJECTS ABOUT 2 INCHES AND IS
 CZ1888'STAMPED MAMMOTH NO 2 1947.
 CZ1888'
 CZ1888'THE AZIMUTH MARK IS LOCATED ABOUT 100 YARDS NORTH OF STATE
 CZ1888'ROUTE 77 ON THE SIDE OF A RIDGE THAT SLOPES TO THE SOUTH,
 CZ1888'10 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 CZ1888'ABOUT 2 INCHES AND IS STAMPED MAMMOTH 1947.
 CZ1888'
 CZ1888'TO REACH FROM THE POST OFFICE IN MAMMOTH, GO SOUTHWESTERLY
 CZ1888'ON STATE ROUTE 77 TOWARD ORACLE FOR 2 MILES TO END OF TRUCK
 CZ1888'TRAVEL AND STATION ON LEFT.  TO REACH AZIMUTH, CONTINUE ON
 CZ1888'STATE ROUTE 77 FOR 0.4 MILE TO A POINT 100 FEET BEFORE COMING
 CZ1888'TO A DIM TRACK ROAD ON THE RIGHT.  HERE PACK UP SMALL SLOPE
 CZ1888'NORTHERLY ABOUT 100 YARDS TO AZIMUTH.  A DRIVE STATION.
 CZ1888
 CZ1888                          STATION RECOVERY (1963)
 CZ1888
 CZ1888'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (LFV)
 CZ1888'RECOVERED BY MAGNA COPPER CO
 CZ1888'
 CZ1888'STATION MARK WAS FOUND IN GOOD CONDITION.  IT IS 1.7 MI.
 CZ1888'SW OF MAMMOTH POST OFFICE ON OLD HIGHWAY 77.
 CZ1888'
 CZ1888'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION--75
 CZ1888'FT SOUTH OF L ROAD.
 CZ1888'
 CZ1888'AZIMUTH MARK WAS FOUND IN GOOD CONDITION--2.1 MI. SW OF
 CZ1888'MAMMOTH POST OFFICE ON OLD HIGHWAY 77, 300 FT NORTH OF L ROAD.
 CZ1888'
 CZ1888'ALL DISTANCES FROM MAMMOTH ARE NOW 0.3 MI. LESS THAN C AND GS
 CZ1888'DESCRIPTION BECAUSE OF LOCATION OF NEW POST OFFICE.
 CZ1888'
 CZ1888'OLD HIGHWAY 77 IS NOW AN ACCESS ROAD.  NEW 77 RUNS IN ANOTHER
 CZ1888'DIRECTION.
 CZ1888
 CZ1888                          STATION RECOVERY (1977)
 CZ1888
 CZ1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1888'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CZ1888'AS DESCRIBED IN RECOVERY NOTES OF 1963 AND FOUND IN GOOD
 CZ1888'CONDITION.
 CZ1888'
 CZ1888'THE STATION IS ABOUT 2 MILES SOUTHWEST OF MAMMOTH, 9 MILES NORTHEAST
 CZ1888'OF ORACLE AND 75 FEET SOUTH OF CENTERLINE OF OLD ARIZONA HWY. 77 ON
 CZ1888'TOP OF SOUTH CUTBANK.
 CZ1888'
 CZ1888'TO REACH THE STATION FROM THE POST OFFICE IN MAMMOTH, TRAVEL
 CZ1888'SOUTHWEST ON THE OLD HWY. 77 FOR 0.5 MILE TO THE INTERSECTION OF
 CZ1888'NEW HWY. 77 AND A TRAILOR COURT ON THE RIGHT.  CONTINUE ON OLD
 CZ1888'HWY. 77 FOR 1.3 MILES TO THE STATION ON THE LEFT, (SOUTH).
 CZ1888'STATION IS ON SOUTH CUTBANK OF A CURVE IN HWY. ABOUT 20 FEET
 CZ1888'HIGHER THAN ROADWAY AND 75 FEET FROM CENTERLINE.
 CZ1888'
 CZ1888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST
 CZ1888'OF MAMMOTH.
 CZ1888'
 CZ1888'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1888
 CZ1888                          STATION RECOVERY (1992)
 CZ1888
 CZ1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1888'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHEAST OF ORACLE, 3.2
 CZ1888'KM (2.0 MI) SOUTHWEST OF MAMMOTH, EAST OF THE MAGNA COPPER MINE, ON
 CZ1888'TOP OF A CUTBANK LOCATED ON THE SOUTH SIDE OF OLD HIGHWAY 77.
 CZ1888'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.
 CZ1888'TO REACH THE STATION FROM THE U.S. POST OFFICE LOCATED IN THE MIDDLE
 CZ1888'OF MAMMOTH, GO SOUTHWEST ON MAIN STREET FOR 0.8 KM (0.5 MI) TO THE
 CZ1888'JUNCTION OF NEW STATE HIGHWAY 77 LEADING SOUTH AND OLD HIGHWAY 77
 CZ1888'LEADING SOUTHWEST.  CONTINUE SOUTHWEST ON OLD HIGHWAY 77 THROUGH A
 CZ1888'TRAILER COURT FOR 0.8 KM (0.5 MI) TO A RAILROAD CROSSING.  CONTINUE
 CZ1888'SOUTHWEST ON OLD HIGHWAY 77 FOR 0.96 KM (0.60 MI) TO A CATTLE GUARD.
 CZ1888'CONTINUE SOUTHWEST ON OLD HIGHWAY 77 FOR 0.32 KM (0.20 MI) TO A CURVE
 CZ1888'IN THE ROAD AND A CUTBANK ON THE LEFT.  CONTINUE SOUTHWEST ON OLD
 CZ1888'HIGHWAY 77 FOR ABOUT 0.08 KM (0.05 MI) TO A TRACK ROAD ON THE LEFT.
 CZ1888'TURN LEFT ON TRACK ROAD AND BACK TRACK NORTHEAST ALONG THE TOP OF THE
 CZ1888'CUTBANK FOR 0.08 KM (0.05 MI) TO THE STATION NEAR THE MIDDLE OF THE
 CZ1888'TRACK ROAD AND AT THE HIGHEST POINT OF CUTBANK.
 CZ1888'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 CZ1888'WITH THE GROUND.  LOCATED 22.8 M (74.8 FT) SOUTH-SOUTHEAST OF THE
 CZ1888'CENTER OF THE HIGHWAY (SLOPE), 9.1 M (29.9 FT) SOUTH-SOUTHWEST OF RM
 CZ1888'1, 8.8 M (28.9 FT) NORTH-NORTHEAST OF RM 2, 6.5 M (21.3 FT)
 CZ1888'SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST, 3.8 M (12.5 FT)
 CZ1888'NORTH-NORTHEAST OF A 15-CM, 3 M (9.8 FT) HIGH TREE, 1.4 M (4.6 FT)
 CZ1888'EAST-SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND ABOUT 4.5 M
 CZ1888'(14.8 FT) ABOVE THE LEVEL OF THE OLD HIGHWAY.
 CZ1888
 CZ1888                          STATION RECOVERY (1998)
 CZ1888
 CZ1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CZ1888'THE STATION IS LOCATED 3.2 KM (2.00 MI) SOUTHWEST OF MAMMOTH, ABOUT
 CZ1888'14.5 KM (9.00 MI) NORTHEAST OF ORACLE, ON THE SOUTH SIDE OF OLD STATE
 CZ1888'HIGHWAY 77, ON TOP OF A CUT BANK EAST OF THE MAGNA COPPER MINE.
 CZ1888'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 CZ1888'FROM THE JUNCTION OF STATE HIGHWAY 77, MAIN STREET AND OLD HIGHWAY 77
 CZ1888'(MARKED BY A STREET SIGN -S OLD HIGHWAY 77-), ABOUT 0.96 KM (0.60 MI)
 CZ1888'SOUTH OF STATE HIGHWAY 77 MILEPOST 113 IN MAMMOTH, GO SOUTHWEST ON OLD
 CZ1888'HIGHWAY 77 FOR 0.64 KM (0.40 MI) TO A RAILROAD CROSSING.  CONTINUE
 CZ1888'AHEAD, SOUTHWEST ON OLD HIGHWAY 77 FOR 0.32 KM (0.20 MI) TO A PAVED
 CZ1888'ROAD RIGHT, HONEY FIELD (OLD HIGHWAY 77 BECOMES OLD TIGER ROAD).
 CZ1888'CONTINUE SOUTHWEST ON OLD TIGER ROAD FOR 0.56 KM (0.35 MI) TO A CATTLE
 CZ1888'GUARD.  CONTINUE SOUTHWEST ON OLD TIGER ROAD FOR 0.24 KM (0.15 MI) TO
 CZ1888'A TRACK ROAD ON THE LEFT.  TURN SHARP LEFT ON THE TRACK ROAD AND GO
 CZ1888'NORTHEAST ALONG THE TOP OF A CUT BANK FOR 0.16 KM (0.10 MI) TO THE
 CZ1888'STATION ON RIGHT, NEAR THE END OF THE TRACK ROAD.  THE STATION IS A US
 CZ1888'COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK SET IN TOP OF
 CZ1888'CONCRETE POST PROJECTING 5 CM ABOVE THE TRACK ROAD.  IT IS 22.86 M
 CZ1888'(75.00 FT) SOUTH-SOUTHEAST OF THE CENTER OF OLD HIGHWAY 77 (SLOPE
 CZ1888'DISTANCE), 9.15 M (30.02 FT) SOUTH-SOUTHWEST OF RM 1, 8.84 M (29.00
 CZ1888'FT) NORTH-NORTHEAST OF RM 2, 3.65 M (11.98 FT) NORTH-NORTHEAST OF A
 CZ1888'15-FT HIGH TREE, THE HIGHEST TREE ON THE SOUTHEAST SIDE OF THE ROAD,
 CZ1888'1.54 M (5.05 FT) EAST-SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND
 CZ1888'ABOUT 4.58 M (15.03 FT) ABOVE THE LEVEL OF OLD HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0251 ***********************************************************************
 ET0251  DESIGNATION -  MAN
 ET0251  PID         -  ET0251
 ET0251  STATE/COUNTY-  AZ/YAVAPAI
 ET0251  USGS QUAD   -  BUMBLE BEE (1969)
 ET0251
 ET0251                         *CURRENT SURVEY CONTROL
 ET0251  ___________________________________________________________________
 ET0251* NAD 83(1992)-  34 10 17.39645(N)    112 08 34.18921(W)     ADJUSTED  
 ET0251* NAVD 88     -      1015.50   (+/-2cm)    3331.7    (feet)  VERTCON   
 ET0251  ___________________________________________________________________
 ET0251  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 ET0251  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 ET0251  HORZ ORDER  -  SECOND
 ET0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0251
 ET0251.The horizontal coordinates were established by classical geodetic methods
 ET0251.and adjusted by the National Geodetic Survey in August 1993.
 ET0251
 ET0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0251.The vertical order pertains to the NGVD 29 superseded value.
 ET0251
 ET0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0251
 ET0251.The geoid height was determined by GEOID03.
 ET0251
 ET0251;                    North         East     Units Scale Factor Converg.
 ET0251;SPC AZ C     -   351,698.406   192,510.066   MT  0.99990536   -0 07 37.3
 ET0251;SPC AZ C     - 1,153,866.16    631,594.70   iFT  0.99990536   -0 07 37.3
 ET0251;UTM  12      - 3,781,761.765   394,672.064   MT  0.99973675   -0 38 31.0
 ET0251
 ET0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0251!SPC AZ C     -   0.99984494  x   0.99990536  =   0.99975032
 ET0251!UTM  12      -   0.99984494  x   0.99973675  =   0.99958173
 ET0251
 ET0251|---------------------------------------------------------------------|
 ET0251| PID    Reference Object                     Distance      Geod. Az  |
 ET0251|                                                           dddmmss.s |
 ET0251| ET0250 MAN RM 1                              7.949 METERS 04240     |
 ET0251| ET0254 BUM                                 APPROX. 1.3 KM 2133906.1 |
 ET0251| ET0252 MAN RM 2                              5.247 METERS 30208     |
 ET0251|---------------------------------------------------------------------|
 ET0251
 ET0251                          SUPERSEDED SURVEY CONTROL
 ET0251
 ET0251  NAD 83(1986)-  34 10 17.39082(N)    112 08 34.19034(W) AD(       ) 2
 ET0251  NAD 27      -  34 10 17.26630(N)    112 08 31.61920(W) AD(       ) 2
 ET0251  NGVD 29 (??/??/92) 1014.855  (m)         3329.57   (f) ADJ UNCH    2 0
 ET0251
 ET0251.Superseded values are not recommended for survey control.
 ET0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0251.See file dsdata.txt to determine how the superseded data were derived.
 ET0251
 ET0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9467281762(NAD 83)
 ET0251_MARKER: DS = TRIANGULATION STATION DISK
 ET0251_SETTING: 80 = SET IN A BOULDER
 ET0251_SP_SET: BOULDER
 ET0251_STAMPING: MAN 1958
 ET0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0251+STABILITY: SURFACE MOTION
 ET0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0251+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0251
 ET0251  HISTORY     - Date     Condition        Report By
 ET0251  HISTORY     - 1959     MONUMENTED       CGS
 ET0251  HISTORY     - 1959     GOOD             NGS
 ET0251  HISTORY     - 20060527 GOOD             GEOCAC
 ET0251  HISTORY     - 20080817 GOOD             GEOCAC
 ET0251
 ET0251                          STATION DESCRIPTION
 ET0251
 ET0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0251'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF THE TOWN
 ET0251'OF BLACK CANYON, 2-1/2 MILES SOUTH OF BUMBLE BEE, 1 MILE
 ET0251'SOUTH OF SUNSET POINT REST STOP AND 0.1 MILE WEST OF STATE
 ET0251'HIGHWAY 69.
 ET0251'
 ET0251'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0251'GO NORTH ON STATE HIGHWAY 69 FOR 7.3 MILES TO A POINT WHERE
 ET0251'THE HIGHWAY LEAVES A DEEP ROCK CUT AND A TRACK ROAD ON THE
 ET0251'LEFT, TURN SHARP LEFT AND GO SOUTH ON THE TRACK ROAD ALONG
 ET0251'THE WEST SIDE OF THE HIGHWAY FOR 0.1 MILE TO A WIRE GATE.
 ET0251'PASS THROUGH THE GATE AND GO STRAIGHT AHEAD ON THE TRACK
 ET0251'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 ET0251'
 ET0251'THE STATION MARK, STAMPED MAN 1958, IS A STANDARD DISK CEMENTED
 ET0251'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND
 ET0251'IS 5.5 FEET SOUTHWEST OF A WITNESS POST.
 ET0251'
 ET0251'REFERENCE MARK NO. 1, STAMPED MAN NO 1 1958, IS A STANDARD
 ET0251'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0251'1 FOOT AND IS 21.5 FEET NORTH OF A WITNESS POST.
 ET0251'
 ET0251'REFERENCE MARK NO. 2, STAMPED MAN NO 2 1958, IS A STANDARD
 ET0251'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0251'18 INCHES AND IS 21 FEET WEST OF A WITNESS POST.
 ET0251'
 ET0251'STATION BUM CAN BE USED FOR AN AZIMUTH MARK.  (SEE DESCRIPTION
 ET0251'THEREOF).
 ET0251
 ET0251                          STATION RECOVERY (1959)
 ET0251
 ET0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0251'7.3 MI N FROM BLACK CANYON.
 ET0251'7.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0251'CANYON, THENCE SOUTH AND WEST 0.2 MILE ALONG A DIM TRACK ROAD, 5.5
 ET0251'FEET SOUTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ET0251'BOULDER THAT PROJECTS 4 INCHES.  NOTE-- TRIANGULATION STATION MAN 1958
 ET0251'IS LOCATED ABOUT 1.1 MILE SOUTH OF SUNSET POINT.
 ET0251
 ET0251                          STATION RECOVERY (2006)
 ET0251
 ET0251'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0251'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0251'SEARCH BY PID.
 ET0251
 ET0251                          STATION RECOVERY (2008)
 ET0251
 ET0251'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0251'RECOVERED AS DESCRIBED, IN GOOD CONDITION. ALTHOUGH THIS RECOVERY USED
 ET0251'AN APPROACH FROM THE WEST, THE 1959 TO-REACH IS STILL VALID WITH THE
 ET0251'EXCEPTION THAT STATE HIGHWAY 69 IS NOW INTERSTATE 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0250 ***********************************************************************
 ET0250  DESIGNATION -  MAN RM 1
 ET0250  PID         -  ET0250
 ET0250  STATE/COUNTY-  AZ/YAVAPAI
 ET0250  USGS QUAD   -  BUMBLE BEE (1969)
 ET0250
 ET0250                         *CURRENT SURVEY CONTROL
 ET0250  ___________________________________________________________________
 ET0250* NAD 83(1986)-  34 10 17.     (N)    112 08 34.     (W)     SCALED    
 ET0250* NAVD 88     -      1015.66   (+/-2cm)    3332.2    (feet)  VERTCON   
 ET0250  ___________________________________________________________________
 ET0250  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 ET0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0250
 ET0250.The horizontal coordinates were scaled from a topographic map and have
 ET0250.an estimated accuracy of +/- 6 seconds.
 ET0250
 ET0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0250.The vertical order pertains to the NGVD 29 superseded value.
 ET0250
 ET0250.The geoid height was determined by GEOID03.
 ET0250
 ET0250;                    North         East    Units  Estimated Accuracy
 ET0250;SPC AZ C     -   351,690.      192,520.      MT  (+/- 180 meters Scaled)
 ET0250
 ET0250                          SUPERSEDED SURVEY CONTROL
 ET0250
 ET0250  NGVD 29 (??/??/92) 1015.020  (m)         3330.11   (f) ADJ UNCH    2 0
 ET0250
 ET0250.Superseded values are not recommended for survey control.
 ET0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0250.See file dsdata.txt to determine how the superseded data were derived.
 ET0250
 ET0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946817(NAD 83)
 ET0250_MARKER: DR = REFERENCE MARK DISK
 ET0250_SETTING: 80 = SET IN A BOULDER
 ET0250_SP_SET: BOULDER
 ET0250_STAMPING: MAN NO 1 1958
 ET0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0250+STABILITY: SURFACE MOTION
 ET0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0250+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0250
 ET0250  HISTORY     - Date     Condition        Report By
 ET0250  HISTORY     - 1958     MONUMENTED       CGS
 ET0250  HISTORY     - 1959     GOOD             NGS
 ET0250  HISTORY     - 20080817 GOOD             GEOCAC
 ET0250
 ET0250                          STATION DESCRIPTION
 ET0250
 ET0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0250'7.3 MI N FROM BLACK CANYON.
 ET0250'7.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0250'CANYON, THENCE SOUTH AND WEST ALONG A DIM TRACK ROAD FOR 0.2 MILE,
 ET0250'21.5 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ET0250'BOULDER THAT PROJECTS 1 FOOT.
 ET0250
 ET0250                          STATION RECOVERY (2008)
 ET0250
 ET0250'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0250'RECOVERED AS DESCRIBED, IN GOOD CONDITION. ALTHOUGH THIS RECOVERY USED
 ET0250'AN APPROACH FROM THE WEST, THE 1959 TO-REACH IS STILL VALID WITH THE
 ET0250'EXCEPTION THAT STATE HIGHWAY 69 IS NOW INTERSTATE 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0252 ***********************************************************************
 ET0252  DESIGNATION -  MAN RM 2
 ET0252  PID         -  ET0252
 ET0252  STATE/COUNTY-  AZ/YAVAPAI
 ET0252  USGS QUAD   -  BUMBLE BEE (1969)
 ET0252
 ET0252                         *CURRENT SURVEY CONTROL
 ET0252  ___________________________________________________________________
 ET0252* NAD 83(1986)-  34 10 17.     (N)    112 08 34.     (W)     SCALED    
 ET0252* NAVD 88     -      1015.84   (+/-2cm)    3332.8    (feet)  VERTCON   
 ET0252  ___________________________________________________________________
 ET0252  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 ET0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0252
 ET0252.The horizontal coordinates were scaled from a topographic map and have
 ET0252.an estimated accuracy of +/- 6 seconds.
 ET0252
 ET0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0252.The vertical order pertains to the NGVD 29 superseded value.
 ET0252
 ET0252.The geoid height was determined by GEOID03.
 ET0252
 ET0252;                    North         East    Units  Estimated Accuracy
 ET0252;SPC AZ C     -   351,690.      192,520.      MT  (+/- 180 meters Scaled)
 ET0252
 ET0252                          SUPERSEDED SURVEY CONTROL
 ET0252
 ET0252  NGVD 29 (??/??/92) 1015.193  (m)         3330.68   (f) ADJ UNCH    2 0
 ET0252
 ET0252.Superseded values are not recommended for survey control.
 ET0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0252.See file dsdata.txt to determine how the superseded data were derived.
 ET0252
 ET0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC946817(NAD 83)
 ET0252_MARKER: DR = REFERENCE MARK DISK
 ET0252_SETTING: 80 = SET IN A BOULDER
 ET0252_SP_SET: BOULDER
 ET0252_STAMPING: MAN NO 2 1958
 ET0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0252+STABILITY: SURFACE MOTION
 ET0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0252+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0252
 ET0252  HISTORY     - Date     Condition        Report By
 ET0252  HISTORY     - 1958     MONUMENTED       CGS
 ET0252  HISTORY     - 1959     GOOD             NGS
 ET0252  HISTORY     - 20080817 GOOD             GEOCAC
 ET0252
 ET0252                          STATION DESCRIPTION
 ET0252
 ET0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0252'7.3 MI N FROM BLACK CANYON.
 ET0252'7.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0252'CANYON, THENCE SOUTH AND WEST 0.2 MILE ALONG A DIM TRACK ROAD, 21 FEET
 ET0252'WEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ET0252'PROJECTS 18 INCHES.
 ET0252
 ET0252                          STATION RECOVERY (2008)
 ET0252
 ET0252'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0252'RECOVERED AS DESCRIBED, IN GOOD CONDITION. ALTHOUGH THIS RECOVERY USED
 ET0252'AN APPROACH FROM THE WEST, THE 1959 TO-REACH IS STILL VALID WITH THE
 ET0252'EXCEPTION THAT STATE HIGHWAY 69 IS NOW INTERSTATE 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1982 ***********************************************************************
 DU1982  DESIGNATION -  MANHATTAN
 DU1982  PID         -  DU1982
 DU1982  STATE/COUNTY-  AZ/GILA
 DU1982  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU1982
 DU1982                         *CURRENT SURVEY CONTROL
 DU1982  ___________________________________________________________________
 DU1982* NAD 83(1992)-  33 08 03.65525(N)    110 52 13.75748(W)     ADJUSTED  
 DU1982* NAVD 88     -      1347.     (meters)    4419.     (feet)  SCALED    
 DU1982  ___________________________________________________________________
 DU1982  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DU1982  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DU1982  HORZ ORDER  -  FIRST
 DU1982
 DU1982.The horizontal coordinates were established by classical geodetic methods
 DU1982.and adjusted by the National Geodetic Survey in August 1993.
 DU1982
 DU1982.The orthometric height was scaled from a topographic map.
 DU1982
 DU1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1982
 DU1982.The geoid height was determined by GEOID03.
 DU1982
 DU1982;                    North         East     Units Scale Factor Converg.
 DU1982;SPC AZ E     -   236,870.553   147,691.380   MT  0.99995315   -0 23 05.0
 DU1982;SPC AZ E     -   777,134.36    484,551.77   iFT  0.99995315   -0 23 05.0
 DU1982;SPC AZ C     -   237,137.229   310,972.737   MT  1.00001744   +0 34 18.8
 DU1982;SPC AZ C     -   778,009.28  1,020,251.76   iFT  1.00001744   +0 34 18.8
 DU1982;UTM  12      - 3,666,188.475   512,080.089   MT  0.99960180   +0 04 14.9
 DU1982
 DU1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1982!SPC AZ E     -   0.99979304  x   0.99995315  =   0.99974620
 DU1982!SPC AZ C     -   0.99979304  x   1.00001744  =   0.99981048
 DU1982!UTM  12      -   0.99979304  x   0.99960180  =   0.99939493
 DU1982
 DU1982:                Primary Azimuth Mark                     Grid Az
 DU1982:SPC AZ E     -  TAM O SHANTER                            134 35 24.8
 DU1982:SPC AZ C     -  TAM O SHANTER                            133 38 01.0
 DU1982:UTM  12      -  TAM O SHANTER                            134 08 04.9
 DU1982
 DU1982|---------------------------------------------------------------------|
 DU1982| PID    Reference Object                     Distance      Geod. Az  |
 DU1982|                                                           dddmmss.s |
 DU1982| DU1986 TAM O SHANTER                       APPROX. 7.2 KM 1341219.8 |
 DU1982| CD2290 MANHATTAN RM 1                        4.588 METERS 20332     |
 DU1982| CD2291 MANHATTAN RM 2                        3.896 METERS 28143     |
 DU1982|---------------------------------------------------------------------|
 DU1982
 DU1982                          SUPERSEDED SURVEY CONTROL
 DU1982
 DU1982  NAD 83(1986)-  33 08 03.65040(N)    110 52 13.75661(W) AD(       ) 1
 DU1982  NAD 27      -  33 08 03.42700(N)    110 52 11.36100(W) AD(       ) 1
 DU1982
 DU1982.Superseded values are not recommended for survey control.
 DU1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1982.See file dsdata.txt to determine how the superseded data were derived.
 DU1982
 DU1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1208066188(NAD 83)
 DU1982_MARKER: DS = TRIANGULATION STATION DISK
 DU1982_SETTING: 80 = SET IN A BOULDER
 DU1982_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1982
 DU1982  HISTORY     - Date     Condition        Report By
 DU1982  HISTORY     - 1935     MONUMENTED       CGS
 DU1982  HISTORY     - 1938     GOOD             CGS
 DU1982  HISTORY     - 1963     GOOD             USGS
 DU1982  HISTORY     - 1967     GOOD             AMS
 DU1982  HISTORY     - 1972     GOOD             AZHD
 DU1982
 DU1982                          STATION DESCRIPTION
 DU1982
 DU1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1982'ON A LIMESTONE PEAK ABOUT 1 MILE S OF DRIPPING SPRINGS WASH
 DU1982'AND ABOUT 1/2 MILE W OF, AND SLIGHTLY LOWER THAN, PEAK WHICH IS
 DU1982'LOCALLY KNOWN AT BALDY MT.  STATION LIES ABOUT 7-1/2 MILES
 DU1982'AIRLINE E BY S FROM RAY, AND ABOUT 7-1/2 MILES AIRLINE N OF GILA
 DU1982'RIVER.  IT IS REACHED FROM WINKELMAN AS FOLLOWS--FOLLOW
 DU1982'WINKELMAN-GLOBE ROAD 16.1 MILES, TURN L AT A SIGN UNITED
 DU1982'VANADIUM, GO 2.6 MILES ON MAIN-TRAVELED ROAD AND GO STRAIGHT
 DU1982'AHEAD WHERE A ROAD LEADS TO L, A MINE ROAD.  GO 0.2 MILE,
 DU1982'TAKE R FORK, GO 0.2 MILE ACROSS DRIPPING SPRINGS WASH AND
 DU1982'TURN L JUST AFTER PASSING A BROWN HOUSE, GO 1.3 MILES,
 DU1982'TAKE L FORK, MAIN-TRAVELED ROAD, AT A SIGN GILA COUNTY,
 DU1982'ELEVATION 2775.  GO 0.4 MILE PASSING A HOUSE AND
 DU1982'CORRALS, GO 0.4 MILE TO END OF TRUCK TRAVEL AT A GROUP OF
 DU1982'RUSTY MINE BUILDINGS.  THERE IS AN OLD HOIST FRAME ON
 DU1982'RIDGE ACROSS WASH NE OF THESE BUILDINGS.  FROM BUILDINGS, FOLLOW
 DU1982'TRAIL S ABOUT 1/4 MILE TO A STUMP WITH A PIECE OF PIPE STUCK
 DU1982'THEREIN, DROP INTO WASH JUST TO E AND FOLLOW IT UP
 DU1982'ABOUT 1/4 MILE, CLIMB TO TOP OF RIDGE JUST E OF WASH AND FOLLOW
 DU1982'IT S TO N BASE OF PEAK ON MAIN RIDGE WHERE RIDGE WHICH HAS
 DU1982'BEEN FOLLOWED HOOKS ON.  CIRCLE TO W OF PEAK AND CLIMB TO TOP
 DU1982'OF NEST PEAK W AND STATION.
 DU1982'
 DU1982'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS.
 DU1982
 DU1982                          STATION RECOVERY (1938)
 DU1982
 DU1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1982'STATION WAS FOUND AS DESCRIBED AND IS IN GOOD CONDITION.  NO
 DU1982'AZIMUTH MARK WAS SET AS THERE WAS NO SUITABLE PLACE.  ORIGINAL
 DU1982'DESCRIPTION FOLLOWS--STATION IS ON A LIMESTONE PEAK ABOUT 1 MILE
 DU1982'S OF DRIPPING SPRINGS WASH AND ABOUT 1/2 MILE W OF, AND SLIGHTLY
 DU1982'LOWER THAN, PEAK WHICH IS LOCALLY KNOWN AS BALDY MT., ABOUT 7-1/2
 DU1982'MILES AIRLINE E BY S OF RAY, AND ABOUT 7-1/2 MILES AIRLINE
 DU1982'N OF GILA RIVER.
 DU1982'
 DU1982'REACHED FROM WINKELMAN AS FOLLOWS--FOLLOW WINKELMAN-GLOBE ROAD
 DU1982'16.1 MILES AND TURN L AT SIGN UNITED VANADIUM.  GO 2.6 MILES
 DU1982'ON MAIN-TRAVELED ROAD AND CONTINUE STRAIGHT AHEAD WHERE A ROAD
 DU1982'LEADS TO L.  CONTINUE 0.2 MILE AND TAKE R FORK.  GO 0.2 MILE,
 DU1982'CROSSING DRIPPING SPRINGS WASH.  TO CROSS ROAD AT A SMALL STORE.
 DU1982'THIS POINT IS 25.9 MILES FROM POST OFFICE IN GLOBE.  TURN L
 DU1982'AT CROSS ROAD AND GO 1.2 MILES TO A SIDE ROAD L, AND A SIGN ON
 DU1982'R GILA COUNTY.  TAKE L FORK AND FOLLOW
 DU1982'MAIN-TRAVELED ROAD 0.9 MILE TO AN ORE BIN, CORRAL, AND TIN BARN
 DU1982'ON L, WHERE WASH TURNS R.  FROM CORRAL FOLLOW TRAIL (WHICH
 DU1982'HAS BEEN BUILT RECENTLY) UP WASH, THEN L TO A SMALL SADDLE
 DU1982'AND A WIRE GATE.  CONTINUE ON TRAIL, DROPPING DOWN A SHORT
 DU1982'DISTANCE ON W SIDE OF HILL, ALONG W SIDE OF HILL TO A MINE
 DU1982'SHAFT, AND END OF TRAIL.  CONTINUE UP CANYON ABOUT 100 YARDS,
 DU1982'CROSS TO W SIDE OF WASH AND THEN W UP RIDGE TO SADDLE.
 DU1982'THENCE L UP STEEP SLOPE TO HIGHEST POINT AND STATION.
 DU1982
 DU1982                          STATION RECOVERY (1963)
 DU1982
 DU1982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1982'STATION AND MARKS FOUND AS DESCRIBED.  A ROUTE DESCRIPTION
 DU1982'FOLLOWS--
 DU1982'
 DU1982'TO REACH FROM THE POST OFFICE IN GLOBE, ARIZONA, PROCEED
 DU1982'EASTERLY ALONG U.S. HWY 70 3.2 MILES.  THENCE RIGHT ALONG
 DU1982'STATE HWY 77 TOWARDS HAYDEN 16.7 MI.  TURN RIGHT ON GRAVEL
 DU1982'ROAD AND FOLLOW MAIN ROAD UP DRIPPING SPRING WAS 3.1 MI.  THENCE
 DU1982'LEFT SOUTH ACROSS WASH 0.4 MI. TO OLD RANCH BUILDINGS.  TURN
 DU1982'LEFT UP STEEP HILL EAST OF BUILDINGS 1.4 MILES TO ABANDONED
 DU1982'MINE AND END OF TRUCK TRAVEL.  PACK SOUTHWEST TO HIGHEST OF
 DU1982'THREE TOPS IN THE IMMEDIATE AREA.  ABOUT A 45 MINUTE PACK.
 DU1982
 DU1982                          STATION RECOVERY (1967)
 DU1982
 DU1982'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1982'LOCATED APPROXIMATELY 10 AIRMILES (NW) OF HAYDEN JCT AND
 DU1982'APPROXIMATELY 10 AIRMILES (NE) OF THE KELVIN AIRPORT.
 DU1982'
 DU1982'TO REACH FROM THE INTERSECTION OF STATE HWY 177 AND 77 IN
 DU1982'WINKELMAN, ARIZONA, PROCEED (N) ON HWY 77 FOR 15.4 MI TO JCT
 DU1982'WITH DRIPPING SPRINGS RD ON LEFT, TURN LEFT (W) ON DRIPPING
 DU1982'SPRINGS RD FOR 3.1 MI TO ROAD FORK, TURN LEFT (S) ACROSS WASH
 DU1982'AND GO 0.4 MI TO OLD RANCH BUILDINGS, AT RANCH BUILDINGS GO
 DU1982'LEFT (E) UP STEEP HILL AND FOLLOW ROAD FOR 1.4 MI TO ABANDONED
 DU1982'MINE AND END OF TRUCK TRAVEL.  STATION IS (SW) OF THIS POINT.
 DU1982'STATION IS THE HIGHEST OF THREE PEAKS ON MAG AZ 247 DEG.  IT
 DU1982'IS APPROXIMATELY A 45 MINUTE PACK.  CONDITION OF STATION--GOOD
 DU1982'
 DU1982'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN A ROCK
 DU1982'AND STAMPED MANHATTAN 1935.
 DU1982'
 DU1982'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK SET IN A ROCK
 DU1982'AND STAMPED MANHATTAN 1935, R.M. 1.
 DU1982'
 DU1982'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK SET IN A ROCK AND
 DU1982'STAMPED MANHATTAN 1935, R.M. 2.
 DU1982
 DU1982                          STATION RECOVERY (1972)
 DU1982
 DU1982'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1982'GENERAL LOCATION TONTO NATIONAL FOREST AND WINKELMAN TO
 DU1982'WINSLOW TO PHOENIX.
 DU1982'
 DU1982'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU1982'
 DU1982'STATION MARK STD. B.C. STAMPED MANHATTAN 1935.
 DU1982'
 DU1982'REFERENCE MARKS NO. 1 AND NO. 2 STD. B.C. STAMPED MANHATTAN 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0052 ***********************************************************************
 ES0052  DESIGNATION -  MANILA
 ES0052  PID         -  ES0052
 ES0052  STATE/COUNTY-  AZ/NAVAJO
 ES0052  USGS QUAD   -  APACHE BUTTE (1986)
 ES0052
 ES0052                         *CURRENT SURVEY CONTROL
 ES0052  ___________________________________________________________________
 ES0052* NAD 83(1992)-  34 57 46.53230(N)    110 24 02.64863(W)     ADJUSTED  
 ES0052* NAVD 88     -      1513.774  (meters)    4966.44   (feet)  ADJUSTED  
 ES0052  ___________________________________________________________________
 ES0052  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 ES0052  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0052  DYNAMIC HT  -        1511.749 (meters)    4959.80  (feet)  COMP
 ES0052  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 ES0052
 ES0052  HORZ ORDER  -  SECOND
 ES0052  VERT ORDER  -  FIRST     CLASS II
 ES0052
 ES0052.The horizontal coordinates were established by classical geodetic methods
 ES0052.and adjusted by the National Geodetic Survey in August 1993.
 ES0052
 ES0052.The orthometric height was determined by differential leveling
 ES0052.and adjusted in June 1991.
 ES0052
 ES0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0052
 ES0052.The geoid height was determined by GEOID03.
 ES0052
 ES0052.The dynamic height is computed by dividing the NAVD 88
 ES0052.geopotential number by the normal gravity value computed on the
 ES0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0052.degrees latitude (g = 980.6199 gals.).
 ES0052
 ES0052.The modeled gravity was interpolated from observed gravity values.
 ES0052
 ES0052;                    North         East     Units Scale Factor Converg.
 ES0052;SPC AZ E     -   439,486.610   191,984.747   MT  0.99990563   -0 08 02.9
 ES0052;SPC AZ E     - 1,441,885.20    629,871.22   iFT  0.99990563   -0 08 02.9
 ES0052;UTM  12      - 3,869,095.625   554,708.855   MT  0.99963689   +0 20 36.3
 ES0052
 ES0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0052!SPC AZ E     -   0.99976624  x   0.99990563  =   0.99967189
 ES0052!UTM  12      -   0.99976624  x   0.99963689  =   0.99940321
 ES0052
 ES0052|---------------------------------------------------------------------|
 ES0052| PID    Reference Object                     Distance      Geod. Az  |
 ES0052|                                                           dddmmss.s |
 ES0052| CD2292 MANILA RM 3                           6.203 METERS 04959     |
 ES0052| ES0053 MANILA RM 1                           6.415 METERS 07151     |
 ES0052| ES0058 JOSEPH CITY                         APPROX. 4.8 KM 0950211.6 |
 ES0052| ES0051 MANILA RM 2                           6.412 METERS 32004     |
 ES0052|---------------------------------------------------------------------|
 ES0052
 ES0052                          SUPERSEDED SURVEY CONTROL
 ES0052
 ES0052  NAD 83(1986)-  34 57 46.52635(N)    110 24 02.65090(W) AD(       ) 2
 ES0052  NAD 27      -  34 57 46.43840(N)    110 24 00.19660(W) AD(       ) 2
 ES0052  NGVD 29 (??/??/92) 1513.004  (m)         4963.91   (f) ADJ UNCH    1 2
 ES0052
 ES0052.Superseded values are not recommended for survey control.
 ES0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0052.See file dsdata.txt to determine how the superseded data were derived.
 ES0052
 ES0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5470969096(NAD 83)
 ES0052_MARKER: DE = TRAVERSE STATION DISK
 ES0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0052_STAMPING: MANILA 1959
 ES0052_MARK LOGO: CGS   
 ES0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0052+STABILITY: SURFACE MOTION
 ES0052
 ES0052  HISTORY     - Date     Condition        Report By
 ES0052  HISTORY     - 1959     MONUMENTED       CGS
 ES0052  HISTORY     - 1959     GOOD             CGS
 ES0052  HISTORY     - 1971     GOOD             NGS
 ES0052  HISTORY     - 1972     GOOD             AZHD
 ES0052  HISTORY     - 1973     GOOD             NGS
 ES0052  HISTORY     - 1983     GOOD             NGS
 ES0052
 ES0052                          STATION DESCRIPTION
 ES0052
 ES0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0052'THE STATION IS ABOUT 3-1/2 MILES WEST OF JOSEPH CITY, 0.5 MILE
 ES0052'WEST OF MILE POST 292 AND 0.4 MILE EAST OF THE MANILA WASH BETWEEN
 ES0052'U.S. HIGHWAY 66 AND THE RAILROAD TRACKS.
 ES0052'
 ES0052'TO REACH THE STATION FROM THE POST OFFICE IN JOSEPH CITY
 ES0052'GO WEST ON U.S. HIGHWAY 66 FOR 3.55 MILES TO THE STATION AND
 ES0052'REFERENCE MARKS ON THE LEFT.
 ES0052'
 ES0052'THE STATION MARK, STAMPED MANILA 1959, IS A STANDARD TRAVERSE
 ES0052'STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 ES0052'POST THAT PROJECTS 5 INCHES.  IT IS 68 FEET NORTH OF THE NORTH
 ES0052'RAIL OF THE RAILROAD TRACKS, 48-1/2 FEET SOUTH OF THE CENTER
 ES0052'OF U.S. HIGHWAY 66 AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0052'
 ES0052'REFERENCE MARK NO. 1, STAMPED MANILA NO 1 1959, IS A
 ES0052'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 ES0052'POST THAT PROJECTS 3 INCHES.  IT IS 36 FEET SOUTH OF THE
 ES0052'CENTER OF U.S. HIGHWAY 66 AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 ES0052'FENCE.
 ES0052'
 ES0052'REFERENCE MARK NO. 2, STAMPED MANILA NO 2 1959, IS A STANDARD
 ES0052'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0052'PROJECTS 3 INCHES.  IT IS 36 FEET SOUTH OF U.S. HIGHWAY 66
 ES0052'AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0052'
 ES0052'TRIANGULATION STATION JOSEPH CITY CAN BE USED AS AN AZIMUTH
 ES0052'MARK.
 ES0052
 ES0052                          STATION RECOVERY (1959)
 ES0052
 ES0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0052'3.5 MI W FROM JOSEPH CITY.
 ES0052'3.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN JOSEPH
 ES0052'CITY, 0.5 MILE WEST OF MILE POST 292, 0.4 MILE EAST OF MANILA WASH,
 ES0052'BETWEEN THE RAILROAD TRACKS AND THE HIGHWAY, 68 FEET NORTH OF THE
 ES0052'NORTH RAIL OF THE RAILROAD TRACKS, 48.5 FEET SOUTH OF THE CENTER OF
 ES0052'U.S. HIGHWAY 66, 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, SET IN THE
 ES0052'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 ES0052
 ES0052                          STATION RECOVERY (1971)
 ES0052
 ES0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 ES0052'GENERAL LOCATION - INT. 40, BETWEEN WINSLOW AND HOLBROOK.  TO
 ES0052'REACH FROM MILEPOST 272, INT. 40, WESTERLY ON THE INT. FOR
 ES0052'0.1 MILES.  PACK ABOUT 600 FT SOUTH AND TO THE STATION LOCATED
 ES0052'BETWEEN OLD HIGHWAY 66 AND THE RAILROAD, 3 FT EAST OF A USC
 ES0052'AND GS WITNESS SIGN AND 15 FT SOUTH OF THE FENCE MARKING THE
 ES0052'BOUNDARY BETWEEN HIGHWAY AND RAILROAD PROPERTY.  THE STATION
 ES0052'IS A STANDARD USC AN GS TRIANGULATION BRASS CAP, SET IN A
 ES0052'SQUARE 12 IN CONCRETE POST, UP 0.2 FT AND STAMPED, MANILA
 ES0052'1959.  R.M. 1 WAS NOT FOUND.  R.M. 2 IS LOCATED ABOUT 20 FT
 ES0052'WESTERLY OF THE MAIN STATION, AND ABOUT 3 FT SOUTH OF THE
 ES0052'FENCE LINE.  IT IS A STANDARD USC AND GS REFERENCE MARK BRASS
 ES0052'CAP, SET IN A 12 IN SQUARE CONCRETE POST, UP 0.15 FT AND
 ES0052'STAMPED, MANILA NO 2 1959.
 ES0052
 ES0052                          STATION RECOVERY (1972)
 ES0052
 ES0052'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (FAM)
 ES0052'GENERAL LOCATION - ABOUT 3.5 MI. W. OF JOSEPH CITY- 0.4 MI. E.
 ES0052'MANILLA WASH - APPROX 400 FT S. OF MEDIAN CENTERLINE I-40
 ES0052'APPROX. 300 FT W. OF OVERHEAD R.R. SIGNAL 267.2.
 ES0052'
 ES0052'TO REACH - AS DESCRIBED - WITH FOLLOWING ADDITION - DO
 ES0052'NOT ENTER I-40 STAY ON OLD HWY. 66 WHICH RUNS PARALLEL TO AND
 ES0052'SOUTH OF I-40.
 ES0052'
 ES0052'STATION MARK - AS DESCRIBED.
 ES0052'
 ES0052'REFERENCE MARKS - R.M. 2 RECOV. R.M. 1 PRESUMED DESTROYED.
 ES0052'
 ES0052'AZIMUTH MARK - JOSEPH CITY NOT VISIBLE WITHOUT A TOWER.
 ES0052
 ES0052                          STATION RECOVERY (1973)
 ES0052
 ES0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 ES0052'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS
 ES0052'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 ES0052'DESTROYED BY BLADING IN THE AREA.  THE DISTANCE TO REFERENCE
 ES0052'MARK 2 WAS FOUND BE THE SAME AS PUBLISHED FOR REFERENCE MARK
 ES0052'1.  STATIONS JOSEPH CITY AND JACK ARE OBSTRUCTED FROM TRIPOD
 ES0052'LEVEL AND NO AZIMUTH MARK WAS ESTABLISHED.  REFERENCE MARK
 ES0052'3 WAS ESTABLISHED AT THIS TIME.
 ES0052'
 ES0052'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, MANILA 1959 NO
 ES0052'3 1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 ES0052'WHICH PROJECTS 5 INCHES.  IT IS SET UNDER THE RIGHT OF WAY
 ES0052'FENCE LINE, 22 FEET NORTHEAST OF THE WITNESS POST.
 ES0052'
 ES0052'TO REACH THE STATION FROM THE POST OFFICE IN JOSEPH CITY,
 ES0052'GO WEST ON U.S. HIGHWAY 66 AND I-40 FOR 5.8 MILES TO JACK
 ES0052'RABBIT EXIT.  EXIT AND PASS SOUTH TO FRONTAGE ROAD.  TURN LEFT
 ES0052'AND GO EAST FOR 1.55 MILES TO MANILA WASH, CONTINUE EAST ALONG
 ES0052'THE SOUTH FRONTAGE ROAD FOR 0.75 MILE TO THE STATION ON THE
 ES0052'RIGHT.
 ES0052'
 ES0052'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES0052'
 ES0052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 ES0052'WEST OF JOSEPH CITY.
 ES0052
 ES0052                          STATION RECOVERY (1983)
 ES0052
 ES0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0053 ***********************************************************************
 ES0053  DESIGNATION -  MANILA RM 1
 ES0053  PID         -  ES0053
 ES0053  STATE/COUNTY-  AZ/NAVAJO
 ES0053  USGS QUAD   -  APACHE BUTTE (1986)
 ES0053
 ES0053                         *CURRENT SURVEY CONTROL
 ES0053  ___________________________________________________________________
 ES0053* NAD 83(1986)-  34 57 46.     (N)    110 24 02.     (W)     SCALED    
 ES0053* NAVD 88     -      1513.896  (meters)    4966.84   (feet)  ADJUSTED  
 ES0053  ___________________________________________________________________
 ES0053  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0053  DYNAMIC HT  -        1511.871 (meters)    4960.20  (feet)  COMP
 ES0053  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 ES0053
 ES0053  VERT ORDER  -  SECOND    CLASS 0
 ES0053
 ES0053.The horizontal coordinates were scaled from a topographic map and have
 ES0053.an estimated accuracy of +/- 6 seconds.
 ES0053
 ES0053.The orthometric height was determined by differential leveling
 ES0053.and adjusted in June 1991.
 ES0053
 ES0053.The geoid height was determined by GEOID03.
 ES0053
 ES0053.The dynamic height is computed by dividing the NAVD 88
 ES0053.geopotential number by the normal gravity value computed on the
 ES0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0053.degrees latitude (g = 980.6199 gals.).
 ES0053
 ES0053.The modeled gravity was interpolated from observed gravity values.
 ES0053
 ES0053;                    North         East    Units  Estimated Accuracy
 ES0053;SPC AZ E     -   439,470.      192,000.      MT  (+/- 180 meters Scaled)
 ES0053
 ES0053                          SUPERSEDED SURVEY CONTROL
 ES0053
 ES0053  NGVD 29 (??/??/92) 1513.126  (m)         4964.31   (f) ADJ UNCH    2 0
 ES0053
 ES0053.Superseded values are not recommended for survey control.
 ES0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0053.See file dsdata.txt to determine how the superseded data were derived.
 ES0053
 ES0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD547690(NAD 83)
 ES0053_MARKER: DR = REFERENCE MARK DISK
 ES0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0053_STAMPING: MANILA NO 1 1959
 ES0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0053+STABILITY: SURFACE MOTION
 ES0053
 ES0053  HISTORY     - Date     Condition        Report By
 ES0053  HISTORY     - 1959     MONUMENTED       CGS
 ES0053  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0053
 ES0053                          STATION DESCRIPTION
 ES0053
 ES0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0053'3.5 MI W FROM JOSEPH CITY.
 ES0053'3.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN JOSEPH
 ES0053'CITY, 0.5 MILE WEST OF THE MILE POST 292, 0.4 MILE EAST OF MANILA
 ES0053'WASH, BETWEEN THE RAILROAD TRACKS AND THE HIGHWAY, 36 FEET SOUTH OF
 ES0053'THE CENTER OF U.S. HIGHWAY 66, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 ES0053'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 ES0053'INCHES.
 ES0053
 ES0053                          STATION RECOVERY (1983)
 ES0053
 ES0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0051 ***********************************************************************
 ES0051  DESIGNATION -  MANILA RM 2
 ES0051  PID         -  ES0051
 ES0051  STATE/COUNTY-  AZ/NAVAJO
 ES0051  USGS QUAD   -  APACHE BUTTE (1986)
 ES0051
 ES0051                         *CURRENT SURVEY CONTROL
 ES0051  ___________________________________________________________________
 ES0051* NAD 83(1986)-  34 57 46.     (N)    110 24 02.     (W)     SCALED    
 ES0051* NAVD 88     -      1513.775  (meters)    4966.44   (feet)  ADJUSTED  
 ES0051  ___________________________________________________________________
 ES0051  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0051  DYNAMIC HT  -        1511.749 (meters)    4959.80  (feet)  COMP
 ES0051  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 ES0051
 ES0051  VERT ORDER  -  SECOND    CLASS 0
 ES0051
 ES0051.The horizontal coordinates were scaled from a topographic map and have
 ES0051.an estimated accuracy of +/- 6 seconds.
 ES0051
 ES0051.The orthometric height was determined by differential leveling
 ES0051.and adjusted in June 1991.
 ES0051
 ES0051.The geoid height was determined by GEOID03.
 ES0051
 ES0051.The dynamic height is computed by dividing the NAVD 88
 ES0051.geopotential number by the normal gravity value computed on the
 ES0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0051.degrees latitude (g = 980.6199 gals.).
 ES0051
 ES0051.The modeled gravity was interpolated from observed gravity values.
 ES0051
 ES0051;                    North         East    Units  Estimated Accuracy
 ES0051;SPC AZ E     -   439,470.      192,000.      MT  (+/- 180 meters Scaled)
 ES0051
 ES0051                          SUPERSEDED SURVEY CONTROL
 ES0051
 ES0051  NGVD 29 (??/??/92) 1513.004  (m)         4963.91   (f) ADJ UNCH    2 0
 ES0051
 ES0051.Superseded values are not recommended for survey control.
 ES0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0051.See file dsdata.txt to determine how the superseded data were derived.
 ES0051
 ES0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD547690(NAD 83)
 ES0051_MARKER: DR = REFERENCE MARK DISK
 ES0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0051_STAMPING: MANILA NO 2 1959
 ES0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0051+STABILITY: SURFACE MOTION
 ES0051
 ES0051  HISTORY     - Date     Condition        Report By
 ES0051  HISTORY     - 1959     MONUMENTED       CGS
 ES0051  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0051
 ES0051                          STATION DESCRIPTION
 ES0051
 ES0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0051'3.5 MI W FROM JOSEPH CITY.
 ES0051'3.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN JOSEPH
 ES0051'CITY, 0.5 MILE WEST OF MILE POST 292, 0.4 MILE EAST OF MANILA WASH,
 ES0051'BETWEEN THE RAILROAD TRACKS AND THE HIGHWAY, 36 FEET SOUTH OF THE
 ES0051'CENTER OF U.S. HIGHWAY 66, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, SET
 ES0051'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 ES0051
 ES0051                          STATION RECOVERY (1983)
 ES0051
 ES0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0571 ***********************************************************************
 GP0571  DESIGNATION -  MANSON
 GP0571  PID         -  GP0571
 GP0571  STATE/COUNTY-  AZ/COCONINO
 GP0571  USGS QUAD   -  PAGE (1985)
 GP0571
 GP0571                         *CURRENT SURVEY CONTROL
 GP0571  ___________________________________________________________________
 GP0571* NAD 83(1992)-  36 54 42.25600(N)    111 28 18.91566(W)     ADJUSTED  
 GP0571* NAVD 88     -      1320.4    (meters)    4332.     (feet)  VERTCON   
 GP0571  ___________________________________________________________________
 GP0571  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GP0571  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0571  HORZ ORDER  -  SECOND
 GP0571
 GP0571.The horizontal coordinates were established by classical geodetic methods
 GP0571.and adjusted by the National Geodetic Survey in August 1993.
 GP0571
 GP0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0571
 GP0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0571
 GP0571.The geoid height was determined by GEOID03.
 GP0571
 GP0571;                    North         East     Units Scale Factor Converg.
 GP0571;SPC AZ C     -   655,768.392   252,989.413   MT  0.99991934   +0 16 01.6
 GP0571;SPC AZ C     - 2,151,471.10    830,017.76   iFT  0.99991934   +0 16 01.6
 GP0571;UTM  12      - 4,085,185.206   457,961.706   MT  0.99962177   -0 17 00.4
 GP0571
 GP0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0571!SPC AZ C     -   0.99979651  x   0.99991934  =   0.99971586
 GP0571!UTM  12      -   0.99979651  x   0.99962177  =   0.99941835
 GP0571
 GP0571:                Primary Azimuth Mark                     Grid Az
 GP0571:SPC AZ C     -  MANSON AZ MK                             103 51 44.3
 GP0571:UTM  12      -  MANSON AZ MK                             104 24 46.3
 GP0571
 GP0571|---------------------------------------------------------------------|
 GP0571| PID    Reference Object                     Distance      Geod. Az  |
 GP0571|                                                           dddmmss.s |
 GP0571| CH3611 MANSON AZ MK                                       1040745.9 |
 GP0571| CH3613 MANSON RM 2                           6.793 METERS 21930     |
 GP0571| CH3612 MANSON RM 1                           6.865 METERS 33253     |
 GP0571|---------------------------------------------------------------------|
 GP0571
 GP0571                          SUPERSEDED SURVEY CONTROL
 GP0571
 GP0571  NAD 83(1986)-  36 54 42.25022(N)    111 28 18.91719(W) AD(       ) 2
 GP0571  NAD 27      -  36 54 42.29109(N)    111 28 16.35318(W) AD(       ) 2
 GP0571  NGVD 29 (07/19/86) 1319.5    (m)         4329.     (f) VERT ANG    3  
 GP0571
 GP0571.Superseded values are not recommended for survey control.
 GP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0571.See file dsdata.txt to determine how the superseded data were derived.
 GP0571
 GP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5796285185(NAD 83)
 GP0571_MARKER: DS = TRIANGULATION STATION DISK
 GP0571_SETTING: 80 = SET IN A BOULDER
 GP0571_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0571
 GP0571  HISTORY     - Date     Condition        Report By
 GP0571  HISTORY     - 1947     MONUMENTED       CGS
 GP0571  HISTORY     - 1954     GOOD             USGS
 GP0571
 GP0571                          STATION DESCRIPTION
 GP0571
 GP0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0571'THE STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF THE COPPER
 GP0571'MINE TRADING POST, APPROXIMATELY 2 MILES SOUTHEAST OF PROMINENT
 GP0571'BEEHIVE SHAPED SANDSTONE MOUNDS, ON EAST SIDE OF COLORADO
 GP0571'RIVER, SOUTH RIM OF A TABLE TOP PLATEAU.
 GP0571'
 GP0571'THE STATION IS A STANDARD DISK STAMPED MANSON 1947, SET IN A
 GP0571'BOULDER, WHICH IS FLUSH WITH THE SURROUNDING SURFACE, 10 FEET NORTH
 GP0571'OF RIM, NEAR SOUTHWEST END OF FLAT MESA, WHICH IS HIGHEST IN
 GP0571'VICINITY.
 GP0571'
 GP0571'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MANSON NO. 1
 GP0571'1947, SET IN BEDROCK ON NORTHWEST EDGE OF SMALL CLIFF.  THIS MARK
 GP0571'IS WEST NORTHWEST AND ABOUT 3 FEET LOWER THAN THE STATION.
 GP0571'
 GP0571'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MANSON NO. 2
 GP0571'1947, SET IN BEDROCK ON SOUTH EDGE OF SMALL CLIFF.  THIS MARK
 GP0571'IS SOUTH OF STATION AND ABOUT 1 FOOT LOWER THAN STATION.
 GP0571'
 GP0571'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MANSON 1947, SET IN
 GP0571'BEDROCK OF RED SANDSTONE, WHICH SETS UP ABOUT 6 INCHES ABOVE
 GP0571'SURROUNDING SURFACE.  THIS MARK IS ABOUT 1/4 MILES EAST OF THE
 GP0571'STATION ON SOUTH EDGE OF MESA AND ROCK OUTCROP, ON WHICH THE
 GP0571'STATION IS LOCATED.
 GP0571'
 GP0571'TO REACH THE STATION FROM NAVAJO BRIDGE, GO SOUTH ON U.S. HIGHWAY,
 GP0571'41 MILES TO THE GAP, TURN LEFT, FOLLOW DIRT ROAD FOR 1.5 MILES TO
 GP0571'THE TOP OF THE RIM.  TAKE LEFT FORK AND GO 4.6 MILES TO A FORK,
 GP0571'TAKE LEFT FORK ABOUT 20 MILES TO THE COPPER MINE TRADING POST.
 GP0571'FROM THE POST FOLLOW A TRACK ROAD OVER THE HILL TO THE NORTH FOR
 GP0571'2 MILES TO A FORK.  TAKE RIGHT FORK GO 1.6 MILES TO A FORK.
 GP0571'KEEP RIGHT FORK 2 MILES TO DIAGONAL CROSS ROADS.  KEEP STRAIGHT
 GP0571'AHEAD UP THE VALLEY NORTH, INTO SADDLE BETWEEN LOW CLIFFS 1.3
 GP0571'MILES TO FORK.  KEEP LEFT FORK NORTHEASTERLY 0.9 MILES, WHERE
 GP0571'A ROAD COMES IN FROM RIGHT.  KEEP STRAIGHT AHEAD 0.3 MILES
 GP0571'TO CROSS ROADS.  TAKE THE FORK TO THE RIGHT 1.2 MILES AND A
 GP0571'ROAD COMES IN FROM THE LEFT IN A FORK.  KEEP STRAIGHT AHEAD
 GP0571'FOR 0.1 MILES TO CROSS ROAD, TURN LEFT NORTHWEST, GO 0.8
 GP0571'MILES TO A FORK, KEEP LEFT FORK ON RIDGE FOR 5.9 MILES TO
 GP0571'A FORK, KEEP LEFT FORK 2.7 MILES TO A FORK, TAKE LEFT FORK
 GP0571'DOWN HILL, BEAR RIGHT ACROSS VALLEY NORTHWEST FOR ABOUT 1
 GP0571'MILE PASSING TO LEFT OF 2 SANDSTONE TITS.  CONTINUE ON DOWN THE
 GP0571'VALLEY NORTHWEST FOR 1.7 MILES, BEAR RIGHT UP HILL FOR
 GP0571'ABOUT 0.3 MILES, THEN TURN LEFT AND GO ABOUT 0.4 MILES TO
 GP0571'RIM OF MESA AND STATION AS DESCRIBED ABOVE.
 GP0571
 GP0571                          STATION RECOVERY (1954)
 GP0571
 GP0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1039 ***********************************************************************
 CG1039  DESIGNATION -  MANUEL
 CG1039  PID         -  CG1039
 CG1039  STATE/COUNTY-  AZ/PIMA
 CG1039  USGS QUAD   -  THE NARROWS (1981)
 CG1039
 CG1039                         *CURRENT SURVEY CONTROL
 CG1039  ___________________________________________________________________
 CG1039* NAD 83(1992)-  31 59 55.78784(N)    110 30 06.30339(W)     ADJUSTED  
 CG1039* NAVD 88     -      1234.6    (meters)    4051.     (feet)  VERTCON   
 CG1039  ___________________________________________________________________
 CG1039  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CG1039  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG1039  HORZ ORDER  -  FIRST
 CG1039
 CG1039.The horizontal coordinates were established by classical geodetic methods
 CG1039.and adjusted by the National Geodetic Survey in August 1993.
 CG1039
 CG1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1039
 CG1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1039
 CG1039.The geoid height was determined by GEOID03.
 CG1039
 CG1039;                    North         East     Units Scale Factor Converg.
 CG1039;SPC AZ C     -   111,612.157   347,054.164   MT  1.00012037   +0 44 59.6
 CG1039;SPC AZ C     -   366,181.62  1,138,629.15   iFT  1.00012037   +0 44 59.6
 CG1039;UTM  12      - 3,540,414.440   547,063.146   MT  0.99962732   +0 15 50.5
 CG1039
 CG1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1039!SPC AZ C     -   0.99981057  x   1.00012037  =   0.99993092
 CG1039!UTM  12      -   0.99981057  x   0.99962732  =   0.99943796
 CG1039
 CG1039|---------------------------------------------------------------------|
 CG1039| PID    Reference Object                     Distance      Geod. Az  |
 CG1039|                                                           dddmmss.s |
 CG1039| CC6899 MANUEL RM 2                          17.915 METERS 00410     |
 CG1039| CG0986 MESCAL EL PASO NAT GAS CO TK        APPROX. 6.4 KM 1210717.1 |
 CG1039| CC6898 MANUEL RM 1                          18.454 METERS 15239     |
 CG1039| CC6897 MANUEL AZ MK                                       1715820.5 |
 CG1039|---------------------------------------------------------------------|
 CG1039
 CG1039                          SUPERSEDED SURVEY CONTROL
 CG1039
 CG1039  NAD 83(1986)-  31 59 55.78266(N)    110 30 06.30023(W) AD(       ) 1
 CG1039  NAD 27      -  31 59 55.48787(N)    110 30 04.02444(W) AD(       ) 1
 CG1039  NGVD 29 (07/19/86) 1233.8    (m)         4048.     (f) VERT ANG    3  
 CG1039
 CG1039.Superseded values are not recommended for survey control.
 CG1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1039.See file dsdata.txt to determine how the superseded data were derived.
 CG1039
 CG1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4706340414(NAD 83)
 CG1039_MARKER: DS = TRIANGULATION STATION DISK
 CG1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG1039
 CG1039  HISTORY     - Date     Condition        Report By
 CG1039  HISTORY     - 1970     MONUMENTED       NGS
 CG1039
 CG1039                          STATION DESCRIPTION
 CG1039
 CG1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG1039'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF BENSON, 3-1/4
 CG1039'MILES SOUTH OF THE SOUTH BOUNDARY OF THE CORONADO NATIONAL FORREST,
 CG1039'2 MILES NORTH OF INTERSTATE HIGHWAY 10 AND ON THE HIGHEST POINT OF A
 CG1039'ROUND TOPPED HILL.  THE PROPERTY IS OWNED BY MR. MANUEL SALCEDO,
 CG1039'BENSON, ARIZONA, PHONE NUMBER 586-2529.
 CG1039'
 CG1039'TO REACH THE STATION FROM THE MESCAL ROAD EXIT ON INTERSTATE HIGHWAY
 CG1039'10, ABOUT 9 MILES WEST OF BENSON, GO NORTH ON THE GRAVELED ROAD FOR
 CG1039'1.8 MILES TO A FORK.  TAKE THE LEFT FORK, THE MAIN ROAD, AND GO
 CG1039'WESTERLY ON THE GRAVELED ROAD FOR 0.45 MILE TO A RAILROAD
 CG1039'CROSSING.  CROSS OVER THE TRACKS AND CONTINUE WESTERLY ON THE NORTH
 CG1039'SIDE OF THE TRACKS FOR 0.3 MILE TO A RAILROAD CROSSING.  CROSS OVER
 CG1039'THE TRACKS AND CONTINUE WESTERLY ON THE GRADED ROAD FOR 0.05 MILE TO
 CG1039'A CATTLEGUARD.  CROSS OVER THE CATTLEGUARD AND CONTINUE WESTERLY ON
 CG1039'THE BLADED ROAD FOR 1.3 MILES TO A GATE ON THE LEFT, JUST BEFORE
 CG1039'REACHING A RAILROAD BRIDGE.  PASS THROUGH THE GATE AND CONTINUE
 CG1039'WESTERLY ON THE BLADED ROAD FOR 0.4 MILE TO A RAILROAD CROSSING.
 CG1039'CROSS OVER THE TRACKS AND CONTINUE NORTH-WESTERLY ON THE MAIN ROAD
 CG1039'FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 CG1039'NORTH-WESTERLY ON THE MAIN ROAD, CROSSING AN ARROYO, FOR 0.05 MILE TO
 CG1039'A PIPE GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHWESTERLY ON
 CG1039'THE TRACK ROAD FOR 0.7 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CG1039'CONTINUE NORTHWESTERLY ON THE TRACK ROAD FOR 1.0 MILE TO A DIM TRACK
 CG1039'ROAD AND A TRIANGULAR BLAZED POWER LINE POLE ON THE RIGHT.  TURN
 CG1039'RIGHT AND GO NORTHERLY ON THE TRACK ROAD, FOLLOWING THE TOP OF THE
 CG1039'RIDGE FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CG1039'NORTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO THE HIGHEST POINT OF THE
 CG1039'RIDGE AND THE STATION.
 CG1039'
 CG1039'THE STATION MARK IS A STANDARD DISK STAMPED MANUEL 1970, SET IN THE
 CG1039'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CG1039'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTH OF
 CG1039'THE CENTER OF THE TRACK ROAD AND 5 FEET SOUTH OF A METAL WITNESS
 CG1039'POST WITH SIGN.  AN UNDERGROUND DISK WAS SET.
 CG1039'
 CG1039'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MANUEL NO 1 1970, SET IN
 CG1039'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CG1039'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET SOUTH
 CG1039'OF THE METAL WITNESS POST WITH SIGN AND 10 FEET SOUTH OF THE
 CG1039'CENTER OF THE TRACK ROAD.
 CG1039'
 CG1039'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MANUEL NO 2 1970, SET IN
 CG1039'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CG1039'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET SOUTH
 CG1039'OF THE METAL WITNESS POST WITH SIGN AND ABOUT 6 FEET LOWER THAN
 CG1039'THE STATION.
 CG1039'
 CG1039'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MANUEL 1970, SET IN THE
 CG1039'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CG1039'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET EAST OF
 CG1039'THE CENTER OF THE TRACK ROAD AND 2 FEET WEST OF A METAL WITNESS POST
 CG1039'WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0919 ***********************************************************************
 FR0919  DESIGNATION -  MANZANITA
 FR0919  PID         -  FR0919
 FR0919  STATE/COUNTY-  AZ/COCONINO
 FR0919  USGS QUAD   -  FRAZIER WELLS SW (1967)
 FR0919
 FR0919                         *CURRENT SURVEY CONTROL
 FR0919  ___________________________________________________________________
 FR0919* NAD 83(1992)-  35 50 41.99111(N)    113 10 22.57470(W)     ADJUSTED  
 FR0919* NAVD 88     -      2254.     (meters)    7395.     (feet)  SCALED    
 FR0919  ___________________________________________________________________
 FR0919  LAPLACE CORR-          10.23  (seconds)                    DEFLEC99
 FR0919  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 FR0919  HORZ ORDER  -  SECOND
 FR0919
 FR0919.The horizontal coordinates were established by classical geodetic methods
 FR0919.and adjusted by the National Geodetic Survey in August 1993.
 FR0919
 FR0919.The orthometric height was scaled from a topographic map.
 FR0919
 FR0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0919
 FR0919.The geoid height was determined by GEOID03.
 FR0919
 FR0919;                    North         East     Units Scale Factor Converg.
 FR0919;SPC AZ C     -   538,044.528    99,877.222   MT  1.00005864   -0 44 08.7
 FR0919;SPC AZ C     - 1,765,237.95    327,681.17   iFT  1.00005864   -0 44 08.7
 FR0919;UTM  12      - 3,968,936.346   303,760.888   MT  1.00007455   -1 16 22.3
 FR0919
 FR0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0919!SPC AZ C     -   0.99965019  x   1.00005864  =   0.99970881
 FR0919!UTM  12      -   0.99965019  x   1.00007455  =   0.99972472
 FR0919
 FR0919:                Primary Azimuth Mark                     Grid Az
 FR0919:SPC AZ C     -  MANZANITA AZ MK                          016 54 36.7
 FR0919:UTM  12      -  MANZANITA AZ MK                          017 26 50.3
 FR0919
 FR0919|---------------------------------------------------------------------|
 FR0919| PID    Reference Object                     Distance      Geod. Az  |
 FR0919|                                                           dddmmss.s |
 FR0919| CH3614 MANZANITA AZ MK                                    0161028.0 |
 FR0919| CH3615 MANZANITA RM 1                       13.065 METERS 07618     |
 FR0919| CH3616 MANZANITA RM 2                       10.155 METERS 14954     |
 FR0919| FR0924 SOUTH TWIN AZ MK                    APPROX.30.6 KM 1511413.2 |
 FR0919|---------------------------------------------------------------------|
 FR0919
 FR0919                          SUPERSEDED SURVEY CONTROL
 FR0919
 FR0919  NAD 83(1986)-  35 50 41.98354(N)    113 10 22.57280(W) AD(       ) 2
 FR0919  NAD 27      -  35 50 42.02500(N)    113 10 19.84000(W) AD(       ) 2
 FR0919
 FR0919.Superseded values are not recommended for survey control.
 FR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0919.See file dsdata.txt to determine how the superseded data were derived.
 FR0919
 FR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0376168936(NAD 83)
 FR0919_MARKER: DS = TRIANGULATION STATION DISK
 FR0919_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0919_SP_SET: METAL PIPE IN CONCRETE
 FR0919
 FR0919  HISTORY     - Date     Condition        Report By
 FR0919  HISTORY     - 1936     MONUMENTED       CGS
 FR0919  HISTORY     - 1955     GOOD             CGS
 FR0919
 FR0919                          STATION DESCRIPTION
 FR0919
 FR0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0919'THIS STATION IS LOCATED 26 MILES NORTHEAST OF PEACH SPRINGS, ON
 FR0919'THE HIGHEST POINT OF A LONG HIGH RIDGE WHICH FORMS THE DIVIDE
 FR0919'BETWEEN THE EAST AND WEST FORKS OF PROSPECT VALLEY AND IT IS AT THE
 FR0919'HEAD OF THE DIAMOND CREEK DRAINAGE.  IT IS IN SEC. 6, T. 28 .,
 FR0919'R. 8 W., ABOUT 4 MILES WEST-SOUTHWEST OF THE OLD SAWMILL RUINS AT
 FR0919'THE HEAD OF THE EAST FORK OF PROSPECT VALLEY AND ABOUT 6-1/2
 FR0919'MILES NORTHWEST OF FRAZIERS WELL.  THE STATION IS ON THE
 FR0919'HIGHEST ELEVATION FOR MILES AROUND 6750 FEET, U.S. GEOLOGICAL
 FR0919'SURVEY, ON THE TOP OF A HILL COVERED WITH MANZANITA BRUSH AND
 FR0919'SMALL PINE TREES.  A LARGE NUMBER OF THE TREES WERE CUT TO
 FR0919'CLEAR LINES TO THE OTHER STATIONS.  ALSO SOME TREES WERE CUT ON A
 FR0919'HILL ABOUT 300 YARDS TO THE SOUTH TO CLEAR THE LINE TO
 FR0919'STATION BLUE MOUNTAIN.  THE STATION IS MARKED BY A STANDARD
 FR0919'DISK SET IN THE TOP OF A PIPE WHICH IS EMBEDDED IN AN
 FR0919'IRREGULAR MASS OF CONCRETE.  THE TOP OF THE CONCRETE IS SLIGHTLY
 FR0919'BELOW THE GROUND SURFACE AND THE DISKS PROJECTS ABOUT 12
 FR0919'INCHES ABOVE THE GROUND.  THERE ARE TWO SMALL BOULDERS SET IN
 FR0919'THE TOP OF THE CONCRETE SO AS TO PROTECT THE DISK AND PIPE.
 FR0919'
 FR0919'THE AZIMUTH MARK, SET ON THE SOUTH SLOPE OF THE FIRST
 FR0919'HILL TO THE NORTH ABOUT 1/2 MILE DISTANT.  THE MARK PROJECTS
 FR0919'ABOUT 6 INCHES.  BOTH REFERENCE MARKS, SET INTO THE TOP OF A SQUARE
 FR0919'CONCRETE MONUMENT PROJECTS ABOUT 3 INCHES.
 FR0919'
 FR0919'TO REACH FROM PEACH SPRINGS, GO EAST ON U.S. HIGHWAY 66 FOR
 FR0919'13.8 MILES TO HYDE PARK GASOLINE STATION ON THE LEFT.  CONTINUE
 FR0919'EAST ON U.S. HIGHWAY 66 FOR 3.8 MILES TO AN OLD GRADED ROAD TO
 FR0919'THE LEFT.  TURN LEFT ON THIS ROAD THROUGH A WIRE GATE AND FOLLOW
 FR0919'IT NORTH FOR 14.9 MILES TO A SWING GATE.  FROM HERE CONTINUE
 FR0919'NORTH ON GRADED ROAD FOR 0.7 MILE TO TWO BRIGHT ROADS LEADING OFF
 FR0919'TO THE RIGHT.  KEEP STRAIGHT AHEAD FOR 2.6 MILES ON THE GRADED
 FR0919'ROAD TO AN OPENING IN A FENCE, AND A FORK.  KEEP TO THE RIGHT
 FR0919'ON THE MAIN-TRAVELED ROAD AND GO 4.1 MILES TO SWING GATE.
 FR0919'PASS THROUGH GATE AND GO 0.4 MILE TO ANOTHER GATE AT RANCH
 FR0919'BUILDING, WELL AND WINDMILL.  PASS THROUGH THIS GATE AND
 FR0919'CONTINUE FOR 0.7 MILE (PASSING A HOUSE ON THE LEFT) TO AN
 FR0919'OPENING IN THE FENCE.  PASS THROUGH OPENING AND CONTINUE ON
 FR0919'MAIN-TRAVELED ROAD FOR 2.7 MILES TO AN INTERSECTION WITH
 FR0919'ANOTHER ROAD ON THE EAST SIDE OF A WASH.  (FRAZIERS WELL IS
 FR0919'ABOUT 1 MILE SOUTH OF THIS INTERSECTION).  TURN LEFT AND GO NORTH
 FR0919'0.8 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE FOR 1.1
 FR0919'MILES TO A GATE WITH A SHED ON THE RIGHT.  PASS THROUGH GATE
 FR0919'AND GO 1.7 MILES TO A T-ROAD TO THE RIGHT IN A NARROW VALLEY.
 FR0919'KEEP STRAIGHT AHEAD FOR 0.8 MILE TO A FORK, TAKE THE LEFT FORK
 FR0919'AND CONTINUE 0.3 MILE TO THE REMAINS OF AN OLD SAWMILL ON
 FR0919'THE LEFT.  CONTINUE FOR 0.3 MILE TO A FORK.  TAKE THE LEFT
 FR0919'FORK AND GO 10 YARDS TO A DIM ROAD THAT TURNS SHARPLY TO THE
 FR0919'LEFT.  TURN LEFT ON THIS ROAD AND FOLLOW IT FIRST SOUTH AND
 FR0919'THEN SOUTHWEST UP A DRAW FOR 1.8 MILES TO A LOW SADDLE AT
 FR0919'THE HEAD OF THE DRAW.  THIS SADDLE IS ON THE RIDGE THAT DIVIDES THE
 FR0919'DRAINAGE NORTH AND SOUTH.  STATION MANZANITA IS ABOUT 3 MILES
 FR0919'AIRLINE WEST-SOUTHWEST OF THIS POINT.  TURN RIGHT IN THE SADDLE
 FR0919'AND GO NORTHWEST UP ON THE RIDGE, THEN FOLLOW THE RIDGE IN A
 FR0919'GENERAL SOUTHWESTERLY DIRECTION FOR ABOUT 2-1/2 MILES TO A
 FR0919'POINT WHERE THE RIDGE TURNS SHARPLY TO THE RIGHT.  TURN RIGHT
 FR0919'AND FOLLOW THE SAME RIDGE IN A NORTHWESTERLY DIRECTION FOR
 FR0919'ABOUT 1/2 MILE TO A POINT WHERE THE MAIN RIDGE TURNS SHARPLY
 FR0919'LEFT AND A SMALLER RIDGE CONTINUES STRAIGHT AHEAD.  TURN LEFT
 FR0919'AND FOLLOW THE MAIN RIDGE IN A WESTERLY DIRECTION FOR ABOUT 1
 FR0919'MILE TO A LOW SADDLE BETWEEN TWO HILLS IN AN AREA
 FR0919'COMPARATIVELY BARE OF LARGE PINES.  TURN LEFT AND GO UP THE
 FR0919'SLOPE ABOUT 0.3 MILE SOUTHWEST TO THE HIGHEST POINT AND
 FR0919'THE STATION.  THERE IS NO ROAD FOR THE LAST 4-1/2 MILES
 FR0919'JUST DESCRIBED BUT TRUCKS CAN BE DRIVEN BY WINDING THROUGH
 FR0919'THE TREES AND BRUSH.
 FR0919'
 FR0919'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES BY CUTTING
 FR0919'LOCAL TREES AND BRUSH AND TREES ON A HILL ABOUT 300 YARDS TO THE
 FR0919'SOUTH.
 FR0919
 FR0919                          STATION RECOVERY (1955)
 FR0919
 FR0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0919'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 FR0919'GOOD CONDITION.  THE DIRECTIONS FOR REACHING THE STATION HAVE
 FR0919'BECOME OBSOLETE.  NEW DIRECTIONS FOLLOW--
 FR0919'
 FR0919'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS, GO E ON U.S. HIGHWAY
 FR0919'66 FOR 6.8 MI. TO HAVASAU CANYON ROAD ON THE LEFT.  TURN LEFT
 FR0919'(N) AND GO 22.55 MI. TO A FORK JUST N OF A WHITE BRICK SCHOOLHOUSE.
 FR0919'TURN LEFT AND PROCEED ON THE MAIN-TRAVELED ROAD FOR 1.05 MI. TO
 FR0919'A BARN AND WINDMILL ON THE LEFT.  CONTINUE ON THE MAIN-TRAVELED
 FR0919'ROAD FOR 2.7 MI. TO A CABIN ON THE RIGHT, CONTINUE ON THE
 FR0919'MAIN-TRAVELED ROAD FOR 2.7 MI. TO A FORK AND A SIGN READING
 FR0919'SALT GROUNDS 6 MILES, PROSPECT LOOKOUT MILES.  TAKE THE LEFT
 FR0919'FORK FOR 150 FT. TO A FORK AND THE SIGN READING MANZANITA
 FR0919'LOOKOUT 6 MILES.  TAKE THE LEFT FORK FOR 0.5 MI. TO A
 FR0919'FORK AND A SIGN READING MANZANITA LOOKOUT 5-1/2 MILES.
 FR0919'TAKE THE LEFT FORK FOR 3.1 MI. TO A FORK.  TAKE THE RIGHT
 FR0919'FORK FOR 2.3 MI. TO THE SUMMIT OF THE RIDGE AND MANZANITA
 FR0919'LOOKOUT TOWER.  THE STATION IS 12 FT.  E OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0736 ***********************************************************************
 DT0736  DESIGNATION -  MAPLE
 DT0736  PID         -  DT0736
 DT0736  STATE/COUNTY-  AZ/GREENLEE
 DT0736  USGS QUAD   -  MAPLE PEAK (1967)
 DT0736
 DT0736                         *CURRENT SURVEY CONTROL
 DT0736  ___________________________________________________________________
 DT0736* NAD 83(1992)-  33 20 48.74880(N)    109 06 06.94331(W)     ADJUSTED  
 DT0736* NAVD 88     -      2529.5    (meters)    8299.     (feet)  VERTCON   
 DT0736  ___________________________________________________________________
 DT0736  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 DT0736  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0736  HORZ ORDER  -  SECOND
 DT0736
 DT0736.The horizontal coordinates were established by classical geodetic methods
 DT0736.and adjusted by the National Geodetic Survey in August 1993.
 DT0736
 DT0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0736
 DT0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0736
 DT0736.The geoid height was determined by GEOID03.
 DT0736
 DT0736;                    North         East     Units Scale Factor Converg.
 DT0736;SPC AZ E     -   260,724.940   312,464.368   MT  1.00002105   +0 35 07.2
 DT0736;SPC AZ E     -   855,396.78  1,025,145.56   iFT  1.00002105   +0 35 07.2
 DT0736;SPC NM W     -   260,941.720   711,917.757   MT  1.00008852   -0 41 50.8
 DT0736;SPC NM W     -   856,106.29  2,335,683.51   sFT  1.00008852   -0 41 50.8
 DT0736;UTM  12      - 3,691,351.147   676,625.728   MT  0.99998464   +1 02 37.1
 DT0736
 DT0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0736!SPC AZ E     -   0.99960684  x   1.00002105  =   0.99962788
 DT0736!SPC NM W     -   0.99960684  x   1.00008852  =   0.99969532
 DT0736!UTM  12      -   0.99960684  x   0.99998464  =   0.99959148
 DT0736
 DT0736:                Primary Azimuth Mark                     Grid Az
 DT0736:SPC AZ E     -  MAPLE AZ MK                              040 20 51.6
 DT0736:SPC NM W     -  MAPLE AZ MK                              041 37 49.6
 DT0736:UTM  12      -  MAPLE AZ MK                              039 53 21.7
 DT0736
 DT0736|---------------------------------------------------------------------|
 DT0736| PID    Reference Object                     Distance      Geod. Az  |
 DT0736|                                                           dddmmss.s |
 DT0736| CD2295 MAPLE AZ MK                                        0405558.8 |
 DT0736| CD2296 MAPLE RM 1                            5.623 METERS 07618     |
 DT0736| DT0737 8302                                  2.941 METERS 27212     |
 DT0736|---------------------------------------------------------------------|
 DT0736
 DT0736                          SUPERSEDED SURVEY CONTROL
 DT0736
 DT0736  NAD 83(1986)-  33 20 48.74648(N)    109 06 06.94281(W) AD(       ) 2
 DT0736  NAD 27      -  33 20 48.52769(N)    109 06 04.69171(W) AD(       ) 2
 DT0736  NGVD 29 (07/19/86) 2528.5    (m)         8296.     (f) VERT ANG    3  
 DT0736
 DT0736.Superseded values are not recommended for survey control.
 DT0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0736.See file dsdata.txt to determine how the superseded data were derived.
 DT0736
 DT0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7662691351(NAD 83)
 DT0736_MARKER: DS = TRIANGULATION STATION DISK
 DT0736_SETTING: 66 = SET IN ROCK OUTCROP
 DT0736
 DT0736  HISTORY     - Date     Condition        Report By
 DT0736  HISTORY     - 1966     MONUMENTED       CGS
 DT0736  HISTORY     - 1967     GOOD             USGS
 DT0736
 DT0736                          STATION DESCRIPTION
 DT0736
 DT0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0736'THE STATION IS ABOUT 23-1/2 MILES NORTH-NORTHEAST OF CLIFTON,
 DT0736'13 MILES WEST OF GLENWOOD, NEW MEXICO AND 3-1/4 MILES WEST
 DT0736'OF THE ARIZONA-NEW MEXICO STATE LINE, ON THE SUMMIT OF MAPLE
 DT0736'PEAK, A HIGH PEAK WHICH FROM THE DIRECTION OF THE APPROACH
 DT0736'(NORTHEAST) APPEARS TO BE SPARSELY TIMBERED AND CONE-SHAPED.
 DT0736'
 DT0736'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, NEW
 DT0736'MEXICO, GO NORTH ON U.S. HIGHWAY 180 FOR 4.7 MILES TO A
 DT0736'GRAVELED SIDE ROAD LEFT AT SIGN ROBERTS PARK-SMOOTHING IRON.
 DT0736'BEAR LEFT, NORTHERLY, THEN WESTERLY FOR 0.35 MILE TO A FORK
 DT0736'AND SIGN BLAKE RANCH JUST AFTER CROSSING THE SAN FRANCISCO
 DT0736'RIVER.  TAKE THE LEFT FORK AND CONTINUE WESTERLY FOR 1.8 MILES
 DT0736'TO A SIDE ROAD LEFT AND SIGN BLAKE RANCH 1 1/2-ROBERTS PARK
 DT0736'3 1/2-SMOOTHING IRON 9 1/2.  CONTINUE AHEAD WESTERLY FOR 0.55
 DT0736'MILE TO A CATTLE GUARD.  PASS ACROSS CATTLE GUARD AND
 DT0736'CONTINUE WESTERLY FOR 1.5 MILES TO A FORK.  TAKE THE LEFT
 DT0736'FORK AND GO 0.15 MILE TO A HOUSE. BEAR RIGHT, WESTERLY, TO
 DT0736'A GATE AT THE NORTHWEST CORNER OF A TIN BARN.  PASS THROUGH
 DT0736'GATE AND GO WEST ON TRACK ROAD FOR 0.2 MILE TO A GATE.
 DT0736'PASS THROUGH GATE AND CONTINUE WEST FOR 0.25 MILE TO A FORK
 DT0736'AND SIGN BUZZARD CANYON-SUNFLOWER MESA-STATE LINE 5-DEAD
 DT0736'END ROAD.  TAKE THE RIGHT FORK AND GO 0.3 MILE TO A GATE.
 DT0736'PASS THROUGH GATE AND CONTINUE WEST ON TRACK ROAD FOR 5.55
 DT0736'MILES TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO
 DT0736'WEST-SOUTHWEST FOR 0.85 MILE TO A FORK AND SIGN STATE LINE
 DT0736'1/4.  TAKE THE RIGHT FORK WESTERLY FOR 0.2 MILE TO A GATE
 DT0736'IN A NORTH-SOUTH FENCE AT THE ARIZONA-NEW MEXICO STATE LINE.
 DT0736'PASS THROUGH GATE AND CONTINUE WESTERLY FOR 0.85 MILE TO A
 DT0736'SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 DT0736'POINT CONTINUE AHEAD, WESTERLY FOR 0.15 MILE TO A FORK.  TAKE
 DT0736'THE LEFT FORK WESTERLY FOR 1.2 MILES TO THE MARK ON THE
 DT0736'RIGHT.) TURN LEFT AND GO SOUTHERLY FOR 0.4 MILE TO A FORK.
 DT0736'TAKE THE RIGHT FORK AND GO WESTERLY UP THE CANYON FOR 2.0
 DT0736'MILES TO AN EARTHEN DAM AND THE END OF TRUCK TRAVEL.  FROM
 DT0736'HERE PACK SOUTHERLY TO THE TOP OF THE RIDGE AND AN EAST-WEST
 DT0736'FENCE.  TURN RIGHT AND FOLLOW DIM TRAIL ALONG THE
 DT0736'FENCE FOR ABOUT 1-1/2 MILES TO THE HIGHEST POINT AND THE
 DT0736'STATION.  ABOUT A 3 HOUR PACK.
 DT0736'
 DT0736'THE STATION MARK IS A STANDARD DISK, STAMPED MAPLE 1966,
 DT0736'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP THAT
 DT0736'PROJECTS 6 INCHES.
 DT0736'
 DT0736'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAPLE NO 1 1966,
 DT0736'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER THAT PROJECTS
 DT0736'16 INCHES.  IT IS ON THE EAST SLOPE OF THE PEAK AND ABOUT 3
 DT0736'FEET LOWER IN ELEVATION THAN THE STATION.
 DT0736'
 DT0736'USGS BM IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED
 DT0736'8302 FEET DATUM VA, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT
 DT0736'BOULDER THAT PROJECTS 2 FEET.  IT IS ABOUT 1 FOOT HIGHER IN
 DT0736'ELEVATION THAN THE STATION.
 DT0736'
 DT0736'AZIMUTH MARK IS A STANDARD DISK, STAMPED MAPLE 1966, CEMENTED
 DT0736'IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER THAT PROJECTS 2 FEET.
 DT0736'IT IS 14 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD AND
 DT0736'5 FEET NORTHWEST OF A WITNESS POST.
 DT0736
 DT0736                          STATION RECOVERY (1967)
 DT0736
 DT0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0736'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0530 ***********************************************************************
 GP0530  DESIGNATION -  MAR
 GP0530  PID         -  GP0530
 GP0530  STATE/COUNTY-  AZ/COCONINO
 GP0530  USGS QUAD   -  EMMETT WASH (1985)
 GP0530
 GP0530                         *CURRENT SURVEY CONTROL
 GP0530  ___________________________________________________________________
 GP0530* NAD 83(1992)-  36 43 30.24831(N)    111 48 45.58454(W)     ADJUSTED  
 GP0530* NAVD 88     -      2242.8    (meters)    7358.     (feet)  VERTCON   
 GP0530  ___________________________________________________________________
 GP0530  LAPLACE CORR-          -9.68  (seconds)                    DEFLEC99
 GP0530  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 GP0530  HORZ ORDER  -  THIRD
 GP0530
 GP0530.The horizontal coordinates were established by classical geodetic methods
 GP0530.and adjusted by the National Geodetic Survey in August 1993.
 GP0530
 GP0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0530
 GP0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0530
 GP0530.The geoid height was determined by GEOID03.
 GP0530
 GP0530;                    North         East     Units Scale Factor Converg.
 GP0530;SPC AZ C     -   634,967.701   222,649.893   MT  0.99990106   +0 03 43.9
 GP0530;SPC AZ C     - 2,083,227.37    730,478.65   iFT  0.99990106   +0 03 43.9
 GP0530;UTM  12      - 4,064,681.838   427,432.297   MT  0.99966488   -0 29 09.5
 GP0530
 GP0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0530!SPC AZ C     -   0.99965172  x   0.99990106  =   0.99955282
 GP0530!UTM  12      -   0.99965172  x   0.99966488  =   0.99931672
 GP0530
 GP0530:                Primary Azimuth Mark                     Grid Az
 GP0530:SPC AZ C     -  CANE                                     208 15 30.2
 GP0530:UTM  12      -  CANE                                     208 48 23.6
 GP0530
 GP0530|---------------------------------------------------------------------|
 GP0530| PID    Reference Object                     Distance      Geod. Az  |
 GP0530|                                                           dddmmss.s |
 GP0530| GP0623 CANE                                APPROX.24.6 KM 2081914.1 |
 GP0530|---------------------------------------------------------------------|
 GP0530
 GP0530                          SUPERSEDED SURVEY CONTROL
 GP0530
 GP0530  NAD 83(1986)-  36 43 30.24614(N)    111 48 45.58220(W) AD(       ) 3
 GP0530  NGVD 29 (05/08/89) 2241.8    (m)         7355.     (f) VERT ANG    3  
 GP0530
 GP0530.Superseded values are not recommended for survey control.
 GP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0530.See file dsdata.txt to determine how the superseded data were derived.
 GP0530
 GP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2743264682(NAD 83)
 GP0530_MARKER: DD = SURVEY DISK
 GP0530_SETTING: 66 = SET IN ROCK OUTCROP
 GP0530_SP_SET: SET IN ROCK OUTCROP
 GP0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0530+STABILITY: POSITION/ELEVATION WELL
 GP0530
 GP0530  HISTORY     - Date     Condition        Report By
 GP0530  HISTORY     - 1953     MONUMENTED       USGS
 GP0530
 GP0530                          STATION DESCRIPTION
 GP0530
 GP0530'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0530'LOCATED 12 MI SW. OF NAVAJO BRIDGE, ABOUT 7.5 MI SE. OF JARVIS
 GP0530'RANCH, 2 MI N. OF U.S. HWY. 89, 0.75 MI E. OF LARGE AND PROMINENT
 GP0530'CHIMNEY ROCK FORMATION THAT CAN BE SEEN FOR CONSIDERABLE
 GP0530'DISTANCE.  ABOUT 100 FT BACK OF VERMILION CLIFFS, ON KNOLL.
 GP0530'
 GP0530'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GP0530'89, DRIVE 6.6 MI N. ON OLD KANAB RD. TO RD. FORKS.  TAKE LEFT FORK
 GP0530'(MAIN RD.) AND CONTINUE 2 MI TO TRACK RD. ON RIGHT.  TURN RIGHT
 GP0530'AND GO 2.8 MI E. TO GATE, CONTINUE 4.3 MI TO RD. FORKS.  TAKE
 GP0530'RIGHT FORK 2.2 MI TO ANOTHER RD. FORKS.  TAKE LEFT FORK AND DRIVE
 GP0530'1.7 MI TO RD. FORKS, TAKE LEFT FORK AND CONTINUE 3.3 MI TO JARVIS
 GP0530'RANCH.  DRIVE CROSS-COUNTRY ABOUT 8 MI SE. GENERALLY FOLLOWING DIM
 GP0530'TRACKS AND FENCE LINE TO STATION NEAR EDGE OF VERMILION CLIFFS,
 GP0530'ABOUT 1 MI NE. OF FENCE.
 GP0530'
 GP0530'STATION MARK--STANDARD TABLET STAMPED---MAR 1953---, CEMENTED IN
 GP0530'SOLID ROCK OUTCROP.
 GP0530'
 GP0530'RM 1--COPPER NAIL AND WASHER IN 20-INCH PINON TREE.
 GP0530'
 GP0530'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK
 GP0530'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1966 ***********************************************************************
 CZ1966  DESIGNATION -  MARANA
 CZ1966  PID         -  CZ1966
 CZ1966  STATE/COUNTY-  AZ/PIMA
 CZ1966  USGS QUAD   -  MARANA (1992)
 CZ1966
 CZ1966                         *CURRENT SURVEY CONTROL
 CZ1966  ___________________________________________________________________
 CZ1966* NAD 83(1992)-  32 25 53.74980(N)    111 10 24.35812(W)     ADJUSTED  
 CZ1966* NAVD 88     -       618.     (meters)    2028.     (feet)  SCALED    
 CZ1966  ___________________________________________________________________
 CZ1966  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 CZ1966  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ1966  HORZ ORDER  -  FIRST
 CZ1966
 CZ1966.The horizontal coordinates were established by classical geodetic methods
 CZ1966.and adjusted by the National Geodetic Survey in August 1993.
 CZ1966
 CZ1966.The orthometric height was scaled from a topographic map.
 CZ1966
 CZ1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1966
 CZ1966.The geoid height was determined by GEOID03.
 CZ1966
 CZ1966;                    North         East     Units Scale Factor Converg.
 CZ1966;SPC AZ C     -   158,965.426   283,253.379   MT  0.99996022   +0 23 55.0
 CZ1966;SPC AZ C     -   521,540.11    929,308.99   iFT  0.99996022   +0 23 55.0
 CZ1966;UTM  12      - 3,588,289.850   483,695.535   MT  0.99960328   -0 05 34.8
 CZ1966
 CZ1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1966!SPC AZ C     -   0.99990766  x   0.99996022  =   0.99986788
 CZ1966!UTM  12      -   0.99990766  x   0.99960328  =   0.99951097
 CZ1966
 CZ1966:                Primary Azimuth Mark                     Grid Az
 CZ1966:SPC AZ C     -  MARANA AZ MK                             124 01 26.9
 CZ1966:UTM  12      -  MARANA AZ MK                             124 30 56.7
 CZ1966
 CZ1966|---------------------------------------------------------------------|
 CZ1966| PID    Reference Object                     Distance      Geod. Az  |
 CZ1966|                                                           dddmmss.s |
 CZ1966| CZ0505 MARANA AZ MK                                       1242521.9 |
 CZ1966| CH5889 MARANA RM 1                          19.390 METERS 13351     |
 CZ1966| CZ1965 AIRWAY BEACON 8                     APPROX. 5.4 KM 1510425.6 |
 CZ1966| CH5890 MARANA RM 2                          20.700 METERS 22351     |
 CZ1966|---------------------------------------------------------------------|
 CZ1966
 CZ1966                          SUPERSEDED SURVEY CONTROL
 CZ1966
 CZ1966  NAD 83(1986)-  32 25 53.74638(N)    111 10 24.35605(W) AD(       ) 1
 CZ1966  NAD 27      -  32 25 53.48800(N)    111 10 21.99400(W) AD(       ) 1
 CZ1966
 CZ1966.Superseded values are not recommended for survey control.
 CZ1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1966.See file dsdata.txt to determine how the superseded data were derived.
 CZ1966
 CZ1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8369688290(NAD 83)
 CZ1966_MARKER: DS = TRIANGULATION STATION DISK
 CZ1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1966
 CZ1966  HISTORY     - Date     Condition        Report By
 CZ1966  HISTORY     - 1935     MONUMENTED       CGS
 CZ1966  HISTORY     - 1953     SEE DESCRIPTION  USAF
 CZ1966  HISTORY     - 1956     SEE DESCRIPTION  LOCSUR
 CZ1966  HISTORY     - 1959     SEE DESCRIPTION  CGS
 CZ1966  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ1966
 CZ1966                          STATION DESCRIPTION
 CZ1966
 CZ1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1966'ABOUT 13 MILES FROM TUCSON AND ABOUT 3 MILES SOUTHEAST OF
 CZ1966'THE TOWN OF MARANA, ON THE WEST SIDE OF STATE HIGHWAY NO.
 CZ1966'84, ABOUT ONE-FOURTH MILE WEST OF RAILROAD BLOCK SIGNAL NO. 9650,
 CZ1966'AND 25 YARDS SOUTHEAST OF A TELEPHONE POLE NEAR A BRIDGE.
 CZ1966'MARKED BY STANDARD BRONZE DISKS
 CZ1966'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ1966'DISK IS 19.390 METERS (63.62 FEET) FROM STATION
 CZ1966'S 46 DEG 09 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 CZ1966'BRONZE REFERENCE DISK IS 20.700 METERS (67.91
 CZ1966'FEET) FROM STATION  S 43 DEG 51 MIN W. AZIMUTH MARK, A
 CZ1966'STANDARD BRONZE DISK SET IN SOUTH END OF CONCRETE BRIDGE, IS IN
 CZ1966'S 55 DEG 34 MIN 37 SEC E FROM STATION.
 CZ1966
 CZ1966                          STATION RECOVERY (1953)
 CZ1966
 CZ1966'RECOVERY NOTE BY US AIR FORCE 1953
 CZ1966'LETTER OF MAJOR HOWARD A. BURD, COMDG., 1ST COMPUTATIONS
 CZ1966'TECHNICAL SQUADRON, FORBES AIR FORCE BASE, TOPEKA, KANSAS,
 CZ1966'DATED 3 MARCH 1953--
 CZ1966'
 CZ1966'A COMPLETE SEARCH OF THE AREA FAILED TO RECOVER ANYTHING BUT
 CZ1966'THE AZIMUTH MARK WHICH IS SET ON A CONCRETE BRIDGE.  UPON
 CZ1966'CONSULTAING THE ARIZONA STATE HIGHWAY DEPARTMENT, IT WAS
 CZ1966'LEARNED THAT THE MARKERS HAD BEEN COVERED OVER WHEN THE NEW
 CZ1966'ROAD WAS CONSTRUCTED.
 CZ1966
 CZ1966                          STATION RECOVERY (1956)
 CZ1966
 CZ1966'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (RJS)
 CZ1966'RECOVERED BY UNIV. OF ARIZONA.
 CZ1966'
 CZ1966'REFERENCE MARK 2 WAS FOUND OUT OF THE GROUND ALONG SIDE OF
 CZ1966'ROAD.
 CZ1966
 CZ1966                          STATION RECOVERY (1959)
 CZ1966
 CZ1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1966'IT IS BELIVED THAT THIS STATION WAS DESTROYED BY THE CONSTRUCTION
 CZ1966'OF AN IRRIGATION DITCH.  THERE IS NOW A LARGE IRRIGATION
 CZ1966'DITCH AT THIS LOCATION.  THE AZIMUTH MARK AND REFERENCE
 CZ1966'MARK NO. 2 WAS RECOVERED.
 CZ1966
 CZ1966                          STATION RECOVERY (2006)
 CZ1966
 CZ1966'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1927 ***********************************************************************
 CZ1927  DESIGNATION -  MARANA ARIZONA PUBLIC SER TANK
 CZ1927  PID         -  CZ1927
 CZ1927  STATE/COUNTY-  AZ/PINAL
 CZ1927  USGS QUAD   -  RED ROCK (1993)
 CZ1927
 CZ1927                         *CURRENT SURVEY CONTROL
 CZ1927  ___________________________________________________________________
 CZ1927* NAD 83(1992)-  32 33 11.58434(N)    111 17 56.19133(W)     ADJUSTED  
 CZ1927* NAVD 88     -              **(meters)            **(feet)            
 CZ1927  ___________________________________________________________________
 CZ1927  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CZ1927  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ1927  HORZ ORDER  -  THIRD
 CZ1927
 CZ1927.The horizontal coordinates were established by classical geodetic methods
 CZ1927.and adjusted by the National Geodetic Survey in August 1993.
 CZ1927
 CZ1927
 CZ1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1927
 CZ1927.The geoid height was determined by GEOID03.
 CZ1927
 CZ1927;                    North         East     Units Scale Factor Converg.
 CZ1927;SPC AZ C     -   172,376.415   271,372.223   MT  0.99994149   +0 19 56.6
 CZ1927;SPC AZ C     -   565,539.42    890,328.82   iFT  0.99994149   +0 19 56.6
 CZ1927;UTM  12      - 3,601,797.803   471,934.129   MT  0.99960971   -0 09 39.1
 CZ1927
 CZ1927                          SUPERSEDED SURVEY CONTROL
 CZ1927
 CZ1927  NAD 83(1986)-  32 33 11.57811(N)    111 17 56.19077(W) AD(       ) 4
 CZ1927  NAD 27      -  32 33 11.33400(N)    111 17 53.80500(W) AD(       ) 3
 CZ1927
 CZ1927.Superseded values are not recommended for survey control.
 CZ1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1927.See file dsdata.txt to determine how the superseded data were derived.
 CZ1927
 CZ1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7193401798(NAD 83)
 CZ1927_MARKER: 53 = ELEVATED TANK
 CZ1927
 CZ1927  HISTORY     - Date     Condition        Report By
 CZ1927  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ1927  HISTORY     - 1971     GOOD             NGS
 CZ1927  HISTORY     - 20051105 GOOD             GEOCAC
 CZ1927
 CZ1927                          STATION DESCRIPTION
 CZ1927
 CZ1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1927'THE STATION, A 4-LEGGED STEEL STRUCTURE PAINTED PALE GREEN,
 CZ1927'HAS AN OVER-ALL HEIGHT OF 135 FEET AND THE BALL AT THE APEX
 CZ1927'WAS THE POINT OBSERVED UPON.
 CZ1927'
 CZ1927'TO REACH THE STATION FROM THE POST OFFICE AT MARANA GO NORTHWEST
 CZ1927'ON STATE HIGHWAY 84 FOR 8.4 MILES TO A SIDE ROAD RIGHT, TURN
 CZ1927'RIGHT, CROSS THE RAILROAD TRACKS AND GO EAST 0.2 MILE TO THE
 CZ1927'STATION.
 CZ1927
 CZ1927                          STATION RECOVERY (1971)
 CZ1927
 CZ1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1927'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1960.
 CZ1927
 CZ1927                          STATION RECOVERY (2005)
 CZ1927
 CZ1927'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0505 ***********************************************************************
 CZ0505  DESIGNATION -  MARANA AZ MK
 CZ0505  PID         -  CZ0505
 CZ0505  STATE/COUNTY-  AZ/PIMA
 CZ0505  USGS QUAD   -  MARANA (1992)
 CZ0505
 CZ0505                         *CURRENT SURVEY CONTROL
 CZ0505  ___________________________________________________________________
 CZ0505* NAD 83(1986)-  32 25 47.     (N)    111 10 13.     (W)     SCALED    
 CZ0505* NAVD 88     -       620.047  (meters)    2034.27   (feet)  ADJUSTED  
 CZ0505  ___________________________________________________________________
 CZ0505  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ0505  DYNAMIC HT  -         619.230 (meters)    2031.59  (feet)  COMP
 CZ0505  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 CZ0505
 CZ0505  VERT ORDER  -  FIRST     CLASS II
 CZ0505
 CZ0505.The horizontal coordinates were scaled from a topographic map and have
 CZ0505.an estimated accuracy of +/- 6 seconds.
 CZ0505
 CZ0505.The orthometric height was determined by differential leveling
 CZ0505.and adjusted in June 1991.
 CZ0505
 CZ0505.The geoid height was determined by GEOID03.
 CZ0505
 CZ0505.The dynamic height is computed by dividing the NAVD 88
 CZ0505.geopotential number by the normal gravity value computed on the
 CZ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0505.degrees latitude (g = 980.6199 gals.).
 CZ0505
 CZ0505.The modeled gravity was interpolated from observed gravity values.
 CZ0505
 CZ0505;                    North         East    Units  Estimated Accuracy
 CZ0505;SPC AZ C     -   158,760.      283,550.      MT  (+/- 180 meters Scaled)
 CZ0505
 CZ0505                          SUPERSEDED SURVEY CONTROL
 CZ0505
 CZ0505  NGVD 29 (??/??/92)  619.438  (m)         2032.27   (f) ADJ UNCH    1 2
 CZ0505
 CZ0505.Superseded values are not recommended for survey control.
 CZ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0505.See file dsdata.txt to determine how the superseded data were derived.
 CZ0505
 CZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839880(NAD 83)
 CZ0505_MARKER: DR = REFERENCE MARK DISK
 CZ0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0505_SP_SET: CULVERT
 CZ0505_STAMPING: MARANA AZIMUTH NO. 3 1935
 CZ0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0505+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0505
 CZ0505  HISTORY     - Date     Condition        Report By
 CZ0505  HISTORY     - 1935     MONUMENTED       CGS
 CZ0505  HISTORY     - 1951     GOOD             NGS
 CZ0505  HISTORY     - 1960     GOOD             NGS
 CZ0505  HISTORY     - 1980     GOOD             NGS
 CZ0505  HISTORY     - 19960217 GOOD             USPSQD
 CZ0505  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0505
 CZ0505                          STATION DESCRIPTION
 CZ0505
 CZ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0505'1.6 MI NW FROM RILLITO.
 CZ0505'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0505'RAILROAD FROM THE RAILROAD STATION AT RILLITO, 3 MILES SOUTHEAST OF
 CZ0505'THE POST OFFICE AT MARANA, AND 5 POLES SOUTHEAST OF MILE POLE NUMBER
 CZ0505'965, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE
 CZ0505'HEADWALL OF A DOUBLE BOX TYPE HIGHWAY CULVERT, 72 1/2 FEET SOUTH OF
 CZ0505'AND ACROSS HIGHWAY FROM TELEGRAPH POLE NUMBER 11590, 16 FEET SOUTHWEST
 CZ0505'OF THE CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY,
 CZ0505'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 CZ0505
 CZ0505                          STATION RECOVERY (1960)
 CZ0505
 CZ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0505'RECOVERED IN GOOD CONDITION.
 CZ0505
 CZ0505                          STATION RECOVERY (1980)
 CZ0505
 CZ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0505'30.2 KILOMETERS (18.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0505'RAILROAD FROM THE STATION AT TUCSON, SET IN THE TOP CENTER OF THE
 CZ0505'SOUTHWEST HEADWALL FOR A DOUBLE CHANNEL CULVERT FOR THE FRONTAGE
 CZ0505'ROAD, 52 PACES WEST OF RAILROAD CULVERT 965.35, 43.2 METERS
 CZ0505'(142 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 22.1 METERS (72 FEET)
 CZ0505'SOUTH OF TELEPHONE POLE 11590, 10 METERS (32.8 FEET) SOUTHWEST OF
 CZ0505'AND ACROSS THE ROAD FROM BENCH MARK 386+70 AHD, 5 METERS (16.4 FEET)
 CZ0505'SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 2.1 METERS (6.9 FEET)
 CZ0505'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ0505
 CZ0505                          STATION RECOVERY (1996)
 CZ0505
 CZ0505'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0505'RECOVERED IN GOOD CONDITION.
 CZ0505
 CZ0505                          STATION RECOVERY (2006)
 CZ0505
 CZ0505'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0236 ***********************************************************************
 GQ0236  DESIGNATION -  MARBLE
 GQ0236  PID         -  GQ0236
 GQ0236  STATE/COUNTY-  AZ/COCONINO
 GQ0236  USGS QUAD   -  DOG POINT (1988)
 GQ0236
 GQ0236                         *CURRENT SURVEY CONTROL
 GQ0236  ___________________________________________________________________
 GQ0236* NAD 83(1992)-  36 24 10.60551(N)    112 03 42.73236(W)     ADJUSTED  
 GQ0236* NAVD 88     -      2720.3    (meters)    8925.     (feet)  VERTCON   
 GQ0236  ___________________________________________________________________
 GQ0236  LAPLACE CORR-         -12.57  (seconds)                    DEFLEC99
 GQ0236  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 GQ0236  HORZ ORDER  -  SECOND
 GQ0236
 GQ0236.The horizontal coordinates were established by classical geodetic methods
 GQ0236.and adjusted by the National Geodetic Survey in August 1993.
 GQ0236
 GQ0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0236
 GQ0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0236
 GQ0236.The geoid height was determined by GEOID03.
 GQ0236
 GQ0236;                    North         East     Units Scale Factor Converg.
 GQ0236;SPC AZ C     -   599,230.203   200,336.147   MT  0.99990209   -0 05 10.2
 GQ0236;SPC AZ C     - 1,965,978.36    657,270.82   iFT  0.99990209   -0 05 10.2
 GQ0236;UTM  12      - 4,029,166.219   404,783.774   MT  0.99971170   -0 37 48.8
 GQ0236
 GQ0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0236!SPC AZ C     -   0.99957668  x   0.99990209  =   0.99947881
 GQ0236!UTM  12      -   0.99957668  x   0.99971170  =   0.99928850
 GQ0236
 GQ0236|---------------------------------------------------------------------|
 GQ0236| PID    Reference Object                     Distance      Geod. Az  |
 GQ0236|                                                           dddmmss.s |
 GQ0236| CR7984 MARBLE RM 2                          13.107 METERS 00133     |
 GQ0236| GP0618 BITTER                              APPROX.43.9 KM 0582002.4 |
 GQ0236| CR7983 MARBLE RM 1                          12.202 METERS 26211     |
 GQ0236|---------------------------------------------------------------------|
 GQ0236
 GQ0236                          SUPERSEDED SURVEY CONTROL
 GQ0236
 GQ0236  NAD 83(1986)-  36 24 10.60107(N)    112 03 42.72868(W) AD(       ) 2
 GQ0236  NGVD 29 (07/12/88) 2719.1    (m)         8921.     (f) VERT ANG    3  
 GQ0236
 GQ0236.Superseded values are not recommended for survey control.
 GQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0236.See file dsdata.txt to determine how the superseded data were derived.
 GQ0236
 GQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0478429166(NAD 83)
 GQ0236_MARKER: DS = TRIANGULATION STATION DISK
 GQ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0236+STABILITY: SURFACE MOTION
 GQ0236
 GQ0236  HISTORY     - Date     Condition        Report By
 GQ0236  HISTORY     - 1983     MONUMENTED       AZDT
 GQ0236
 GQ0236                          STATION DESCRIPTION
 GQ0236
 GQ0236'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GQ0236'THE STATION IS LOCATED ON MARBLE VIEW POINT 4.5 MILES NORTH OF THE
 GQ0236'GRAND CANYON NATION PARK BOUNDARY AND 4.25 MILES EAST OF KAIBAB LODGE
 GQ0236'AND STATE HIGHWAY 67.
 GQ0236'
 GQ0236'THE STATION MARK IS AN AZDT DISK STAMPED- --MARBLE 1983---.  IT IS SET
 GQ0236'IN TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET SOUTHEAST OF THE WITNESS
 GQ0236'POST.
 GQ0236'
 GQ0236'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MARBLE RM 1 1983---.  IT IS
 GQ0236'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GQ0236'
 GQ0236'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MARBLE RM 2 1983---.  IT IS
 GQ0236'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GQ0236'
 GQ0236'TO REACH THE STATION FROM JACOB LAKE TRAVEL SOUTH ALONG STATE ROUTE 67
 GQ0236'FOR 26 MILES TO KAIBAB LODGE ON THE RIGHT, CONTINUE SOUTH ALONG STATE
 GQ0236'ROUTE 67 FOR 0.95 MILE TO DEER LAKE ON THE RIGHT AND FOREST SERVICE
 GQ0236'ROAD 424 ON THE LEFT.  TURN LEFT FOR 1.35 MILES TO A ROAD FORK.  TAKE
 GQ0236'THE RIGHT FOREST SERVICE ROAD 611 FOR 0.05 MILE TO A FORK.  TAKE THE
 GQ0236'RIGHT FORK FOREST SERVICE ROAD 610 FOR 7.1 MILES TO FOREST SERVICE
 GQ0236'ROAD 219 ON THE LEFT.  TURN LEFT FOR 4.7 MILES TO THE END OF THE ROAD.
 GQ0236'TURN RIGHT ON A TRACK ROAD LEADING THROUGH TREES FOR 0.15 MILE TO THE
 GQ0236'STATION ON A BARE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2277 ***********************************************************************
 DV2277  DESIGNATION -  MARBLE
 DV2277  PID         -  DV2277
 DV2277  STATE/COUNTY-  AZ/MARICOPA
 DV2277  USGS QUAD   -  SOCORRO PEAK (1989)
 DV2277
 DV2277                         *CURRENT SURVEY CONTROL
 DV2277  ___________________________________________________________________
 DV2277* NAD 83(1992)-  33 50 13.98089(N)    113 29 20.65509(W)     ADJUSTED  
 DV2277* NAVD 88     -       594.5    (meters)    1950.     (feet)  VERTCON   
 DV2277  ___________________________________________________________________
 DV2277  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DV2277  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV2277  HORZ ORDER  -  SECOND
 DV2277
 DV2277.The horizontal coordinates were established by classical geodetic methods
 DV2277.and adjusted by the National Geodetic Survey in August 1993.
 DV2277
 DV2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2277
 DV2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2277
 DV2277.The geoid height was determined by GEOID03.
 DV2277
 DV2277;                    North         East     Units Scale Factor Converg.
 DV2277;SPC AZ C     -   315,711.778    67,824.823   MT  1.00016103   -0 52 32.6
 DV2277;SPC AZ C     - 1,035,799.80    222,522.39   iFT  1.00016103   -0 52 32.6
 DV2277;SPC AZ W     -   314,640.715   237,510.190   MT  0.99994052   +0 08 43.1
 DV2277;SPC AZ W     - 1,032,285.81    779,232.91   iFT  0.99994052   +0 08 43.1
 DV2277;UTM  12      - 3,746,894.027   269,674.431   MT  1.00025403   -1 23 11.8
 DV2277
 DV2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2277!SPC AZ C     -   0.99991146  x   1.00016103  =   1.00007247
 DV2277!SPC AZ W     -   0.99991146  x   0.99994052  =   0.99985198
 DV2277!UTM  12      -   0.99991146  x   1.00025403  =   1.00016546
 DV2277
 DV2277|---------------------------------------------------------------------|
 DV2277| PID    Reference Object                     Distance      Geod. Az  |
 DV2277|                                                           dddmmss.s |
 DV2277| CS6640 MARBLE RM 1                          11.113 METERS 03517     |
 DV2277| CS6641 MARBLE RM 2                          10.938 METERS 27724     |
 DV2277|---------------------------------------------------------------------|
 DV2277
 DV2277                          SUPERSEDED SURVEY CONTROL
 DV2277
 DV2277  NAD 83(1986)-  33 50 13.97603(N)    113 29 20.66183(W) AD(       ) 2
 DV2277  NGVD 29 (11/27/91)  593.8    (m)         1948.     (f) VERT ANG    3  
 DV2277
 DV2277.Superseded values are not recommended for survey control.
 DV2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2277.See file dsdata.txt to determine how the superseded data were derived.
 DV2277
 DV2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6967446894(NAD 83)
 DV2277_MARKER: DS = TRIANGULATION STATION DISK
 DV2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2277+STABILITY: SURFACE MOTION
 DV2277
 DV2277  HISTORY     - Date     Condition        Report By
 DV2277  HISTORY     - 1985     MONUMENTED       AZDT
 DV2277
 DV2277                          STATION DESCRIPTION
 DV2277
 DV2277'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2277'THE STATION IS LOCATED 3-1/4 MILES NORTHEAST OF WENDEN ALONG THE NORTH
 DV2277'SIDE OF U.S. HIGHWAY 60.
 DV2277'
 DV2277'THE STATION MARK IS AN AZDT DISK STAMPED---MARBLE 1985---.  IT IS SET
 DV2277'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 78 FEET NORTHWEST OF THE
 DV2277'CENTER LINE OF U.S. HIGHWAY 60, 72 FEET SOUTHEAST OF THE RIGHT OF WAY
 DV2277'FENCE AND 3 FEET NORTHWEST OF THE WITNESS POST.
 DV2277'
 DV2277'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MARBLE RM 1 1985---.  IT IS
 DV2277'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2277'
 DV2277'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MARBLE RM 2 1985---.  IT IS
 DV2277'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV2277'
 DV2277'TO REACH THE STATION FROM THE POST OFFICE IN WENDEN TRAVEL NORTHEAST
 DV2277'ALONG U.S. HIGHWAY 60 FOR 3.3 MILES TO MILE POST 64.8 AND THE STATION
 DV2277'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0614 ***********************************************************************
 GP0614  HT_MOD      -  This is a Height Modernization Survey Station.
 GP0614  DESIGNATION -  MARBLE CANYON
 GP0614  PID         -  GP0614
 GP0614  STATE/COUNTY-  AZ/COCONINO
 GP0614  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0614
 GP0614                         *CURRENT SURVEY CONTROL
 GP0614  ___________________________________________________________________
 GP0614* NAD 83(2007)-  36 48 58.10873(N)    111 38 14.83472(W)     ADJUSTED  
 GP0614* NAVD 88     -      1087.90   (meters)    3569.2    (feet)  GPS OBS   
 GP0614  ___________________________________________________________________
 GP0614  EPOCH DATE  -        2007.00
 GP0614  X           -  -1,885,364.441 (meters)                     COMP
 GP0614  Y           -  -4,752,807.423 (meters)                     COMP
 GP0614  Z           -   3,801,716.195 (meters)                     COMP
 GP0614  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GP0614  ELLIP HEIGHT-        1064.628 (meters)          (02/10/07) ADJUSTED
 GP0614  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GP0614
 GP0614  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0614  Type    PID    Designation                      North   East  Ellip
 GP0614  -------------------------------------------------------------------
 GP0614  NETWORK GP0614 MARBLE CANYON                     0.59   0.43   1.90
 GP0614  -------------------------------------------------------------------
 GP0614
 GP0614.The horizontal coordinates were established by GPS observations
 GP0614.and adjusted by the National Geodetic Survey in February 2007.
 GP0614
 GP0614.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0614.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0614.The horizontal coordinates are valid at the epoch date displayed above.
 GP0614.The epoch date for horizontal control is a decimal equivalence
 GP0614.of Year/Month/Day.
 GP0614
 GP0614.The orthometric height was determined by GPS observations and a
 GP0614.high-resolution geoid model.
 GP0614.The orthometric height was determined by GPS observations and a
 GP0614.high-resolution geoid model using precise GPS observation and
 GP0614.processing techniques.
 GP0614
 GP0614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0614
 GP0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0614
 GP0614.The ellipsoidal height was determined by GPS observations
 GP0614.and is referenced to NAD 83.
 GP0614
 GP0614.The geoid height was determined by GEOID03.
 GP0614
 GP0614;                    North         East     Units Scale Factor Converg.
 GP0614;SPC AZ C     -   645,104.624   238,270.427   MT  0.99990764   +0 10 02.3
 GP0614;SPC AZ C     - 2,116,484.99    781,727.12   iFT  0.99990764   +0 10 02.3
 GP0614;UTM  12      - 4,074,666.176   443,145.238   MT  0.99963982   -0 22 55.2
 GP0614
 GP0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0614!SPC AZ C     -   0.99983295  x   0.99990764  =   0.99974061
 GP0614!UTM  12      -   0.99983295  x   0.99963982  =   0.99947283
 GP0614
 GP0614|---------------------------------------------------------------------|
 GP0614| PID    Reference Object                     Distance      Geod. Az  |
 GP0614|                                                           dddmmss.s |
 GP0614| CH3617 MARBLE CANYON RM 1                    8.910 METERS 04620     |
 GP0614| GP0610 ECHO                                APPROX. 4.3 KM 0980403.0 |
 GP0614| CH3618 MARBLE CANYON RM 2                   11.340 METERS 11856     |
 GP0614| GP0617 MARBLE CANYON AIRFLD WINDSOCK       APPROX. 0.7 KM 2340142.6 |
 GP0614| GP0240 Z 50                                 43.610 METERS 34338     |
 GP0614|---------------------------------------------------------------------|
 GP0614
 GP0614                          SUPERSEDED SURVEY CONTROL
 GP0614
 GP0614  NAD 83(1992)-  36 48 58.10843(N)    111 38 14.83438(W) AD(       ) B
 GP0614  ELLIP H (05/31/05) 1064.632  (m)                       GP(       ) 3 2
 GP0614  NAD 83(1992)-  36 48 58.10425(N)    111 38 14.83738(W) AD(       ) 2
 GP0614  NAD 83(1986)-  36 48 58.10095(N)    111 38 14.83589(W) AD(       ) 2
 GP0614  NAD 27      -  36 48 58.14500(N)    111 38 12.25600(W) AD(       ) 2
 GP0614  NGVD 29 (07/19/86) 1087.1    (m)         3567.     (f) VERT ANG    3  
 GP0614
 GP0614.Superseded values are not recommended for survey control.
 GP0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0614.See file dsdata.txt to determine how the superseded data were derived.
 GP0614
 GP0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4314574666(NAD 83)
 GP0614_MARKER: DS = TRIANGULATION STATION DISK
 GP0614_SETTING: 66 = SET IN ROCK OUTCROP
 GP0614_STAMPING: NONE
 GP0614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0614+STABILITY: POSITION/ELEVATION WELL
 GP0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0614+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 GP0614
 GP0614  HISTORY     - Date     Condition        Report By
 GP0614  HISTORY     - 1947     MONUMENTED       CGS
 GP0614  HISTORY     - 1965     GOOD             CGS
 GP0614  HISTORY     - 20041115 GOOD             GRANCN
 GP0614
 GP0614                          STATION DESCRIPTION
 GP0614
 GP0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0614'THE STATION IS LOCATED IN FRONT OF THE MARBLE CANYON LODGE,
 GP0614'WHICH IS 0.7 MILE WEST AND SOUTH OF THE WEST END OF THE NAVAJO
 GP0614'BRIDG
 GP0614'
 GP0614'THE MARK IS A STANDARD DISK STAMPED MARBLE CANYON 1947, SET
 GP0614'IN OUTCROPPING BEDROCK FLUSH.  IT IS 80 FEET SOUTH OF THE
 GP0614'CENTER OF U.S. HIGHWAY 89, 16.9 METERS EAST NORTHEAST OF THE
 GP0614'NORTHEAST CORNER OF A ROCK ENCLOSURE, 13.25 METERS NORTH
 GP0614'NORTHWEST OF THE CENTER OF A CORNER PILLAR OF ROCK WALL
 GP0614'AROUND THE LODGE, AND ABOUT MIDWAY BETWEEN THE LODGE AND THE
 GP0614'TEXICO SIGN.
 GP0614'
 GP0614'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED MARBLE CONYON
 GP0614'NO 1 1947, SET IN OUTCROPPING BEDROCK FLUSH.  IT IS ABOUT
 GP0614'70 FEET WEST OF A LOW STONE WALL BUILT ON THE EAST SIDE OF
 GP0614'THE DRIVEWAY APPROACH TO THE FRONT OF THE LODGE, 16.3 METERS
 GP0614'NORTH OF THE CENTER OF A STONE PILLAR WHICH IS BUILT AROUND
 GP0614'THE LODGE.
 GP0614'
 GP0614'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED MARBLE CANYON
 GP0614'NO 2 1947, SET IN OUTCROPPING BEDROCK FLUSH.  IT IS ABOUT
 GP0614'70 FEET WEST OF A LOW WALL BUILT ON THE EAST SIDE OF THE
 GP0614'DRIVEWAY TO THE APPROACH TO THE LODGE, 4.6 METERS NORTH
 GP0614'NORTHWEST OF THE CENTER OF A PILLAR AT THE NORTHWEST CORNER
 GP0614'OF A STONE WALL BUILT AROUND THE LODGE.
 GP0614'
 GP0614'THE BASE OF THE WINDSOCK WAS USED AS THE AZIMUTH MARK.  IT
 GP0614'IS 0.4 MILES SOUTHWEST OF THE LODGE, 0.2 MILES SOUTH OF THE
 GP0614'HIGHWAY, 35 METERS WEST OF THE RUNWAY OF THE AIRFIELD.
 GP0614'
 GP0614'B.M.Z-50 IS A STANDARD BM STAMPED Z-50 1934, SET IN OUTCROPPING
 GP0614'BEDROCK PROJECTING ABOUT 3 INCHES.  IT IS 64 FEET NORTH OF
 GP0614'THE CENTER OF U.S. HIGHWAY 89, 34 FEET SOUTH SOUTHWEST OF THE
 GP0614'SOUTHWEST CORNER OF A ROCK FOUNDATION FOR ELECTRIC LIGHT POLE.
 GP0614'
 GP0614'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GP0614
 GP0614                          STATION RECOVERY (1965)
 GP0614
 GP0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GP0614'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GP0614'FOUND IN GOOD CONDITION.  THE DESCRIPTION ON HOW TO REACH
 GP0614'THE STATION WAS FOUND TO BE COMPLETELY ADEQUATE.
 GP0614
 GP0614                          STATION RECOVERY (2004)
 GP0614
 GP0614'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2004
 GP0614'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0617 ***********************************************************************
 GP0617  DESIGNATION -  MARBLE CANYON AIRFLD WINDSOCK
 GP0617  PID         -  GP0617
 GP0617  STATE/COUNTY-  AZ/COCONINO
 GP0617  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0617
 GP0617                         *CURRENT SURVEY CONTROL
 GP0617  ___________________________________________________________________
 GP0617* NAD 83(1992)-  36 48 45.41558(N)    111 38 36.58120(W)     ADJUSTED  
 GP0617* NAVD 88     -              **(meters)            **(feet)            
 GP0617  ___________________________________________________________________
 GP0617  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 GP0617  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 GP0617  HORZ ORDER  -  THIRD
 GP0617
 GP0617.The horizontal coordinates were established by classical geodetic methods
 GP0617.and adjusted by the National Geodetic Survey in August 1993.
 GP0617
 GP0617
 GP0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0617
 GP0617.The geoid height was determined by GEOID03.
 GP0617
 GP0617;                    North         East     Units Scale Factor Converg.
 GP0617;SPC AZ C     -   644,711.824   237,732.613   MT  0.99990732   +0 09 49.3
 GP0617;SPC AZ C     - 2,115,196.27    779,962.64   iFT  0.99990732   +0 09 49.3
 GP0617;UTM  12      - 4,074,278.654   442,603.828   MT  0.99964058   -0 23 08.1
 GP0617
 GP0617                          SUPERSEDED SURVEY CONTROL
 GP0617
 GP0617  NAD 83(1986)-  36 48 45.41311(N)    111 38 36.57667(W) AD(       ) 4
 GP0617  NAD 27      -  36 48 45.46000(N)    111 38 33.99000(W) AD(       ) 3
 GP0617
 GP0617.Superseded values are not recommended for survey control.
 GP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0617.See file dsdata.txt to determine how the superseded data were derived.
 GP0617
 GP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4260474279(NAD 83)
 GP0617
 GP0617  HISTORY     - Date     Condition        Report By
 GP0617  HISTORY     - 1947     FIRST OBSERVED   CGS
 GP0617
 GP0617                          STATION DESCRIPTION
 GP0617
 GP0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0617'THIS STATION WAS OBSERVED UPON FROM PARIA 1934, SALIENT
 GP0617'1934, ECHO, AND MARBLE CANYON.
 GP0617'
 GP0617'THE STATION IS LOCATED 0.4 MILE SOUTHWEST OF MARBLE CANYON
 GP0617'LODGE, 0.2 MILE SOUTH OF U.S. HIGHWAY 89, AND 35 METERS WEST
 GP0617'OF THE AIRFIELD RUNWAY.  IT IS A POLE ABOUT 30 FEET HIGH WITH
 GP0617'A SACK ON THE TOP, SET IN A ROCK FOUNDATION ABOUT 3 FEET
 GP0617'SQUARE AND ABOUT 2 FEET HIGH.  THE POINT OBSERVED UPON WAS
 GP0617'THE BASE OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0805 ***********************************************************************
 DA0805  DESIGNATION -  MARC
 DA0805  PID         -  DA0805
 DA0805  STATE/COUNTY-  AZ/YUMA
 DA0805  USGS QUAD   -  AZTEC SE (1982)
 DA0805
 DA0805                         *CURRENT SURVEY CONTROL
 DA0805  ___________________________________________________________________
 DA0805* NAD 83(1992)-  32 49 57.89067(N)    113 22 30.72370(W)     ADJUSTED  
 DA0805* NAVD 88     -       153.159  (meters)     502.49   (feet)  ADJUSTED  
 DA0805  ___________________________________________________________________
 DA0805  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DA0805  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DA0805  DYNAMIC HT  -         152.983 (meters)     501.91  (feet)  COMP
 DA0805  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DA0805
 DA0805  HORZ ORDER  -  SECOND
 DA0805  VERT ORDER  -  FIRST     CLASS II
 DA0805
 DA0805.The horizontal coordinates were established by classical geodetic methods
 DA0805.and adjusted by the National Geodetic Survey in August 1993.
 DA0805
 DA0805.The orthometric height was determined by differential leveling
 DA0805.and adjusted in June 1991.
 DA0805
 DA0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0805
 DA0805.The geoid height was determined by GEOID03.
 DA0805
 DA0805.The dynamic height is computed by dividing the NAVD 88
 DA0805.geopotential number by the normal gravity value computed on the
 DA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0805.degrees latitude (g = 980.6199 gals.).
 DA0805
 DA0805.The modeled gravity was interpolated from observed gravity values.
 DA0805
 DA0805;                    North         East     Units Scale Factor Converg.
 DA0805;SPC AZ W     -   203,273.589   248,449.869   MT  0.99994851   +0 12 11.6
 DA0805;SPC AZ W     -   666,908.10    815,124.24   iFT  0.99994851   +0 12 11.6
 DA0805;SPC AZ C     -   204,147.075    76,806.215   MT  1.00012986   -0 47 27.3
 DA0805;SPC AZ C     -   669,773.87    251,988.89   iFT  1.00012986   -0 47 27.3
 DA0805;UTM  12      - 3,635,244.972   277,674.485   MT  1.00020951   -1 17 18.0
 DA0805
 DA0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0805!SPC AZ W     -   0.99998099  x   0.99994851  =   0.99992950
 DA0805!SPC AZ C     -   0.99998099  x   1.00012986  =   1.00011085
 DA0805!UTM  12      -   0.99998099  x   1.00020951  =   1.00019050
 DA0805
 DA0805:                Primary Azimuth Mark                     Grid Az
 DA0805:SPC AZ W     -  FLAT                                     045 32 25.1
 DA0805:SPC AZ C     -  FLAT                                     046 32 04.0
 DA0805:UTM  12      -  FLAT                                     047 01 54.7
 DA0805
 DA0805|---------------------------------------------------------------------|
 DA0805| PID    Reference Object                     Distance      Geod. Az  |
 DA0805|                                                           dddmmss.s |
 DA0805| DA0716 FLAT                                APPROX. 1.8 KM 0454436.7 |
 DA0805| DA0807 MARC RM 1                            23.624 METERS 12506     |
 DA0805| DA0806 MARC RM 2                            25.549 METERS 22033     |
 DA0805| DA0804 MARC RM 3                            15.173 METERS 35241     |
 DA0805|---------------------------------------------------------------------|
 DA0805
 DA0805                          SUPERSEDED SURVEY CONTROL
 DA0805
 DA0805  NAD 83(1986)-  32 49 57.88540(N)    113 22 30.72965(W) AD(       ) 2
 DA0805  NAD 27      -  32 49 57.70940(N)    113 22 28.05290(W) AD(       ) 2
 DA0805  NGVD 29 (??/??/92)  152.619  (m)          500.72   (f) ADJ UNCH    1 2
 DA0805
 DA0805.Superseded values are not recommended for survey control.
 DA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0805.See file dsdata.txt to determine how the superseded data were derived.
 DA0805
 DA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7767435245(NAD 83)
 DA0805_MARKER: DE = TRAVERSE STATION DISK
 DA0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0805_STAMPING: MARC 1960
 DA0805_MARK LOGO: CGS   
 DA0805_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0805+STABILITY: SURFACE MOTION
 DA0805
 DA0805  HISTORY     - Date     Condition        Report By
 DA0805  HISTORY     - 1960     MONUMENTED       CGS
 DA0805  HISTORY     - 1960     GOOD             CGS
 DA0805  HISTORY     - 1967     GOOD             AMS
 DA0805  HISTORY     - 1980     GOOD             NGS
 DA0805  HISTORY     - 1980     GOOD             NGS
 DA0805  HISTORY     - 1980     GOOD             NGS
 DA0805
 DA0805                          STATION DESCRIPTION
 DA0805
 DA0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0805'THE STATION IS 9.8 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM
 DA0805'DATELAND OR 2.4 MILES WESTERLY FROM THE YUMA-MARICOPA COUNTY
 DA0805'LINE, 101 FEET NORTH OF THE SOUTHERN PACIFIC RAILROAD, 50
 DA0805'FEET SOUTH OF THE CENTER LINE OF THE OLD ALIGNMENT OF U.S.
 DA0805'HIGHWAY 80 AND OPPOSITE HIGHWAY MILEPOST 80.
 DA0805'
 DA0805'THE STATION, WITH UNDERGROUND MARK, STAMPED MARC 1960 IS A
 DA0805'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DA0805'PROJECTING 4 INCHES AND IS 5 FEET SOUTHWEST OF A METAL WITNESS
 DA0805'POST WITH SIGN ATTACHED.
 DA0805'
 DA0805'REFERENCE MARK 1, STAMPED MARC NO 1 1960, IS A STANDARD DISK
 DA0805'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.  IT
 DA0805'IS UNDER THE TELEGRAPH LINES AND 38 FEET NORTH OF THE CENTER
 DA0805'LINE OF THE SOUTHERN PACIFIC RAILROAD.
 DA0805'
 DA0805'REFERENCE MARK 2, STAMPED MARC NO 2 1960, IS A STANDARD DISK
 DA0805'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.  IT
 DA0805'IS ALSO UNDER THE TELEPGRAPH LINES AND 37 FEET NORTH OF THE
 DA0805'CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD.
 DA0805'
 DA0805'REFERENCE MARK 3, STAMPED MARC NO 3 1960, IS A STANDARD DISK
 DA0805'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DA0805'ASPHAULT SURFACING OF THE OLD HIGHWAY.  A REFERENCE MARK DISK,
 DA0805'STAMPED MARC NO 3 1960, WAS PLACED UNDER THIS MARK.
 DA0805'
 DA0805'THE AZIMUTH MARK, STAMPED 2995 + 00.00 1956, IS A STANDARD
 DA0805'BRASS DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A CYLINDRICAL
 DA0805'CONCRETE POST 0.2 MILE WEST OF THE STATION, 3-1/2 POLES EAST
 DA0805'OF THE RAILROAD MILEPOST 816, 21 PACES NORTH OF THE CENTER
 DA0805'LINE OF THE NEW ALIGNMENT OF U.S. HIGHWAY 80 AND 2 FEET EAST
 DA0805'OF A STEEL WITNESS POST LETTERED HIGHWAY RIGHT OF WAY.
 DA0805
 DA0805                          STATION RECOVERY (1960)
 DA0805
 DA0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0805'4 MI E FROM AZTEC.
 DA0805'4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POSTOFFICE AT AZTEC, 2.4
 DA0805'MILES WESTWARD FROM THE YUMA-MARICOPA COUNTY LINE, AT HIGHWAY MILE
 DA0805'POST 80, 50 FEET SOUTH FROM THE CENTER OF THE OLD ALINEMENT OF THE
 DA0805'HIGHWAY, ABOUT 99 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 83.8
 DA0805'FEET NORTHEAST FROM R.M. 2, 77.5 FEET NORTHWEST OF R.M. 1, 5 FEET
 DA0805'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 DA0805'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 DA0805
 DA0805                          STATION RECOVERY (1967)
 DA0805
 DA0805'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA0805'STATION RECOVERED AS DESCRIBED.
 DA0805
 DA0805                          STATION RECOVERY (1980)
 DA0805
 DA0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0805'6.7 KM (4.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0805'THE WATER TANK IN AZTEC, 1.05 KM (0.65 MI) SOUTHWEST OF RAILROAD
 DA0805'MILEPOLE 817, SET IN LINE WITH A ROW OF POWER LINE POLES, 30.8 METERS
 DA0805'(101 FT) NORTHWEST OF THE NORTHWEST RAIL, 45.7 METERS (150 FT)
 DA0805'SOUTHWEST OF A POWER POLE, 42.2 METERS (139 FT) NORTHEAST OF A POWER
 DA0805'POLE, 15.2 METERS (50.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0805'FRONTAGE ROAD.
 DA0805'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 DA0805'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0805
 DA0805                          STATION RECOVERY (1980)
 DA0805
 DA0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0805'6.7 KM (4.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0805'THE WATER TANK IN AZTEC, 1.05 KM (0.65 MI) SOUTHWEST OF RAILROAD
 DA0805'MILEPOLE 817, SET IN LINE WITH A ROW OF POWER LINE POLES, 30.8 METERS
 DA0805'(101 FT) NORTHWEST OF THE NORTHWEST RAIL, 45.7 METERS (150 FT)
 DA0805'SOUTHWEST OF A POWER POLE, 42.2 METERS (139 FT) NORTHEAST OF A POWER
 DA0805'POLE, 15.2 METERS (50.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0805'FRONTAGE ROAD.
 DA0805'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 DA0805'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0805
 DA0805                          STATION RECOVERY (1980)
 DA0805
 DA0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0807 ***********************************************************************
 DA0807  DESIGNATION -  MARC RM 1
 DA0807  PID         -  DA0807
 DA0807  STATE/COUNTY-  AZ/YUMA
 DA0807  USGS QUAD   -  AZTEC SE (1982)
 DA0807
 DA0807                         *CURRENT SURVEY CONTROL
 DA0807  ___________________________________________________________________
 DA0807* NAD 83(1986)-  32 49 57.     (N)    113 22 31.     (W)     SCALED    
 DA0807* NAVD 88     -       153.138  (meters)     502.42   (feet)  ADJUSTED  
 DA0807  ___________________________________________________________________
 DA0807  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DA0807  DYNAMIC HT  -         152.962 (meters)     501.84  (feet)  COMP
 DA0807  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DA0807
 DA0807  VERT ORDER  -  FIRST     CLASS II
 DA0807
 DA0807.The horizontal coordinates were scaled from a topographic map and have
 DA0807.an estimated accuracy of +/- 6 seconds.
 DA0807
 DA0807.The orthometric height was determined by differential leveling
 DA0807.and adjusted in June 1991.
 DA0807
 DA0807.The geoid height was determined by GEOID03.
 DA0807
 DA0807.The dynamic height is computed by dividing the NAVD 88
 DA0807.geopotential number by the normal gravity value computed on the
 DA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0807.degrees latitude (g = 980.6199 gals.).
 DA0807
 DA0807.The modeled gravity was interpolated from observed gravity values.
 DA0807
 DA0807;                    North         East    Units  Estimated Accuracy
 DA0807;SPC AZ W     -   203,250.      248,440.      MT  (+/- 180 meters Scaled)
 DA0807
 DA0807                          SUPERSEDED SURVEY CONTROL
 DA0807
 DA0807  NGVD 29 (??/??/92)  152.600  (m)          500.66   (f) ADJ UNCH    1 2
 DA0807
 DA0807.Superseded values are not recommended for survey control.
 DA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0807.See file dsdata.txt to determine how the superseded data were derived.
 DA0807
 DA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB776352(NAD 83)
 DA0807_MARKER: DR = REFERENCE MARK DISK
 DA0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0807_STAMPING: MARC NO 2 1960
 DA0807_MARK LOGO: CGS   
 DA0807_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0807+STABILITY: SURFACE MOTION
 DA0807
 DA0807  HISTORY     - Date     Condition        Report By
 DA0807  HISTORY     - 1960     MONUMENTED       CGS
 DA0807  HISTORY     - 1960     GOOD             NGS
 DA0807  HISTORY     - 1980     GOOD             NGS
 DA0807  HISTORY     - 1980     GOOD             NGS
 DA0807
 DA0807                          STATION DESCRIPTION
 DA0807
 DA0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0807'4 MI E FROM AZTEC.
 DA0807'4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT AZTEC, 2.4
 DA0807'MILES WEST FROM THE YUMA-MARICOPA COUNTY LINE, AT HIGHWAY MILE POST
 DA0807'80, 77.5 FEET SOUTHEAST OF THE STATION MARK, 38 FEET NORTH OF THE
 DA0807'CENTER LINE OF THE RAILROAD TRACKS, SET IN A CYLINDRICAL CONCRETE POST
 DA0807'PROJECTING 3-INCHES ABOVE GROUND.
 DA0807
 DA0807                          STATION RECOVERY (1960)
 DA0807
 DA0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0807'RECOVERED IN GOOD CONDITION.
 DA0807
 DA0807                          STATION RECOVERY (1980)
 DA0807
 DA0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0807'6.7 KM (4.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0807'THE WATER TANK IN AZTEC, 1.05 KM (0.65 MI) SOUTHWEST OF RAILROAD
 DA0807'MILEPOLE 817, 23.6 METERS (77.5 FT) SOUTHEAST OF TRANGULATION
 DA0807'STATION MARC, 11.6 METERS (38.0 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0807'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0807
 DA0807                          STATION RECOVERY (1980)
 DA0807
 DA0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0807'6.7 KM (4.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0807'THE WATER TANK IN AZTEC, 1.05 KM (0.65 MI) SOUTHWEST OF RAILROAD
 DA0807'MILEPOLE 817, 23.6 METERS (77.5 FT) SOUTHEAST OF TRANGULATION
 DA0807'STATION MARC, 11.6 METERS (38.0 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0807'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0806 ***********************************************************************
 DA0806  DESIGNATION -  MARC RM 2
 DA0806  PID         -  DA0806
 DA0806  STATE/COUNTY-  AZ/YUMA
 DA0806  USGS QUAD   -  AZTEC SE (1982)
 DA0806
 DA0806                         *CURRENT SURVEY CONTROL
 DA0806  ___________________________________________________________________
 DA0806* NAD 83(1986)-  32 49 57.     (N)    113 22 31.     (W)     SCALED    
 DA0806* NAVD 88     -       153.072  (meters)     502.20   (feet)  ADJUSTED  
 DA0806  ___________________________________________________________________
 DA0806  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DA0806  DYNAMIC HT  -         152.897 (meters)     501.63  (feet)  COMP
 DA0806  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DA0806
 DA0806  VERT ORDER  -  FIRST     CLASS II
 DA0806
 DA0806.The horizontal coordinates were scaled from a topographic map and have
 DA0806.an estimated accuracy of +/- 6 seconds.
 DA0806
 DA0806.The orthometric height was determined by differential leveling
 DA0806.and adjusted in June 1991.
 DA0806
 DA0806.The geoid height was determined by GEOID03.
 DA0806
 DA0806.The dynamic height is computed by dividing the NAVD 88
 DA0806.geopotential number by the normal gravity value computed on the
 DA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0806.degrees latitude (g = 980.6199 gals.).
 DA0806
 DA0806.The modeled gravity was interpolated from observed gravity values.
 DA0806
 DA0806;                    North         East    Units  Estimated Accuracy
 DA0806;SPC AZ W     -   203,250.      248,440.      MT  (+/- 180 meters Scaled)
 DA0806
 DA0806                          SUPERSEDED SURVEY CONTROL
 DA0806
 DA0806  NGVD 29 (??/??/92)  152.531  (m)          500.43   (f) ADJ UNCH    1 2
 DA0806
 DA0806.Superseded values are not recommended for survey control.
 DA0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0806.See file dsdata.txt to determine how the superseded data were derived.
 DA0806
 DA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB776352(NAD 83)
 DA0806_MARKER: DR = REFERENCE MARK DISK
 DA0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0806_STAMPING: MARC NO 2 1960
 DA0806_MARK LOGO: CGS   
 DA0806_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0806+STABILITY: SURFACE MOTION
 DA0806
 DA0806  HISTORY     - Date     Condition        Report By
 DA0806  HISTORY     - 1960     MONUMENTED       CGS
 DA0806  HISTORY     - 1960     GOOD             NGS
 DA0806  HISTORY     - 1980     GOOD             NGS
 DA0806  HISTORY     - 1980     GOOD             NGS
 DA0806  HISTORY     - 1980     GOOD             NGS
 DA0806
 DA0806                          STATION DESCRIPTION
 DA0806
 DA0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0806'4 MI E FROM AZTEC.
 DA0806'4 MILES EAST FROM THE POST OFFICE AT AZTEC, ALONG U.S. HIGHWAY 80. 2.4
 DA0806'MILES WEST FROM THE YUMA-MARICOPA COUNTY LINE, AT HIGHWAY MILE POST
 DA0806'80, 83.8 FEET SOUTHWEST FROM THE STATION MARK, 37 FEET NORTH OF THE
 DA0806'CENTER LINE OF THE RAILROAD TRACKS, SET IN A CONCRETE POST PROJECTING
 DA0806'4 INCHES ABOVE GROUND.
 DA0806
 DA0806                          STATION RECOVERY (1960)
 DA0806
 DA0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0806'RECOVERED IN GOOD CONDITION.
 DA0806
 DA0806                          STATION RECOVERY (1980)
 DA0806
 DA0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0806'6.7 KM (4.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0806'THE WATER TANK IN AZTEC, 1.05 KM (0.65 MI) SOUTHWEST OF RAILROAD
 DA0806'MILEPOLE 817, 25.5 METERS (83.8 FT) SOUTHWEST OF TRIANGULATION
 DA0806'STATION MARC, 11.3 METERS (37.0 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0806'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0806
 DA0806                          STATION RECOVERY (1980)
 DA0806
 DA0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0806'6.7 KM (4.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0806'THE WATER TANK IN AZTEC, 1.05 KM (0.65 MI) SOUTHWEST OF RAILROAD
 DA0806'MILEPOLE 817, 25.5 METERS (83.8 FT) SOUTHWEST OF TRIANGULATION
 DA0806'STATION MARC, 11.3 METERS (37.0 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0806'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0806
 DA0806                          STATION RECOVERY (1980)
 DA0806
 DA0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0804 ***********************************************************************
 DA0804  DESIGNATION -  MARC RM 3
 DA0804  PID         -  DA0804
 DA0804  STATE/COUNTY-  AZ/YUMA
 DA0804  USGS QUAD   -  AZTEC SE (1982)
 DA0804
 DA0804                         *CURRENT SURVEY CONTROL
 DA0804  ___________________________________________________________________
 DA0804* NAD 83(1992)-  32 49 58.37919(N)    113 22 30.79799(W)     ADJUSTED  
 DA0804* NAVD 88     -       153.39   (+/-2cm)     503.2    (feet)  VERTCON   
 DA0804  ___________________________________________________________________
 DA0804  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DA0804  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DA0804  HORZ ORDER  -  SECOND
 DA0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0804
 DA0804.The horizontal coordinates were established by classical geodetic methods
 DA0804.and adjusted by the National Geodetic Survey in August 1993.
 DA0804
 DA0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0804.The vertical order pertains to the NGVD 29 superseded value.
 DA0804
 DA0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0804
 DA0804.The geoid height was determined by GEOID03.
 DA0804
 DA0804;                    North         East     Units Scale Factor Converg.
 DA0804;SPC AZ W     -   203,288.631   248,447.884   MT  0.99994851   +0 12 11.5
 DA0804;SPC AZ W     -   666,957.45    815,117.73   iFT  0.99994851   +0 12 11.5
 DA0804;SPC AZ C     -   204,162.151    76,804.490   MT  1.00012986   -0 47 27.4
 DA0804;SPC AZ C     -   669,823.33    251,983.23   iFT  1.00012986   -0 47 27.4
 DA0804;UTM  12      - 3,635,260.064   277,672.892   MT  1.00020952   -1 17 18.1
 DA0804
 DA0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0804!SPC AZ W     -   0.99998096  x   0.99994851  =   0.99992947
 DA0804!SPC AZ C     -   0.99998096  x   1.00012986  =   1.00011081
 DA0804!UTM  12      -   0.99998096  x   1.00020952  =   1.00019047
 DA0804
 DA0804|---------------------------------------------------------------------|
 DA0804| PID    Reference Object                     Distance      Geod. Az  |
 DA0804|                                                           dddmmss.s |
 DA0804| DA0805 MARC                                 15.173 METERS 17241     |
 DA0804| DA1115 WILLIAMS                            APPROX. 4.2 KM 2621756.7 |
 DA0804|---------------------------------------------------------------------|
 DA0804
 DA0804                          SUPERSEDED SURVEY CONTROL
 DA0804
 DA0804  NAD 83(1986)-  32 49 58.37378(N)    113 22 30.80392(W) AD(       ) 2
 DA0804  NAD 27      -  32 49 58.19800(N)    113 22 28.12710(W) AD(       ) 2
 DA0804  NGVD 29 (??/??/92)  152.839  (m)          501.44   (f) ADJ UNCH    2 0
 DA0804
 DA0804.Superseded values are not recommended for survey control.
 DA0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0804.See file dsdata.txt to determine how the superseded data were derived.
 DA0804
 DA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7767335260(NAD 83)
 DA0804_MARKER: DR = REFERENCE MARK DISK
 DA0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0804_STAMPING: MARC NO 3 1960
 DA0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0804+STABILITY: SURFACE MOTION
 DA0804
 DA0804  HISTORY     - Date     Condition        Report By
 DA0804  HISTORY     - 1960     MONUMENTED       CGS
 DA0804  HISTORY     - 1960     GOOD             CGS
 DA0804  HISTORY     - 1967     GOOD             AMS
 DA0804  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0804  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0804  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0804
 DA0804                          STATION DESCRIPTION
 DA0804
 DA0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0804'THE STATION IS 9.8 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM
 DA0804'DATELAND OR 2.4 MILES WESTERLY FROM THE YUMA-MARICOPA COUNTY
 DA0804'LINE, 87 FEET SOUTH OF THE CENTER LINE OF THE NEW ALIGNMENT
 DA0804'OF U.S. HIGHWAY 80 AND SET ON THE EXACT CENTER LINE OF THE OLD
 DA0804'ALIGNMENT OF U.S. HIGHWAY 80.
 DA0804'
 DA0804'THE STATION AND UNDERGROUND MARKS, STAMPED MARC NO 3 1960, ARE
 DA0804'STANDARD REFERENCE MARK DISKS WITH THE SURFACE MARK SET IN A
 DA0804'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE ASPHALT
 DA0804'SURFACING OF THE OLD ROADWAY.
 DA0804'
 DA0804'TRIANGULATION STATION MARC WAS SEPARATELY OCCUPIED AND DESCRIBED.
 DA0804'THIS REFERENCE MARK HAS THE SAME ACCURACY OF POSITION AS THE
 DA0804'TRUE STATION MARC.
 DA0804
 DA0804                          STATION RECOVERY (1960)
 DA0804
 DA0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0804'4 MI E FROM AZTEC.
 DA0804'4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT AZTEC, 2.4
 DA0804'MILES WESTWARD FROM THE YUMA-MARICOPA COUNTY LINE, IN THE CENTER OF
 DA0804'THE ABANDONDED HIGHWAY, 49.78 FEET FROM THE TRIANGULATION STATION
 DA0804'MARK.  SET IN A SQUARE CONCRETE POST FLUSH WITH THE HIGHWAY PAVEMENT
 DA0804'SURFACE.
 DA0804
 DA0804                          STATION RECOVERY (1967)
 DA0804
 DA0804'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (GT)
 DA0804'THE STATION WAS RECOVERED.  IT WAS NOT OCCUPIED USED AS AN
 DA0804'AZIMUTH FOR BOUNDARY R.M. 3.
 DA0804
 DA0804                          STATION RECOVERY (1980)
 DA0804
 DA0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0804'SEARCHED FOR BUT NOT RECOVERED.
 DA0804
 DA0804                          STATION RECOVERY (1980)
 DA0804
 DA0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0804'SEARCHED FOR BUT NOT RECOVERED.
 DA0804
 DA0804                          STATION RECOVERY (1980)
 DA0804
 DA0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1463 ***********************************************************************
 DA1463  DESIGNATION -  MARICOPA
 DA1463  PID         -  DA1463
 DA1463  STATE/COUNTY-  AZ/MARICOPA
 DA1463  USGS QUAD   -  BIG HORN (1979)
 DA1463
 DA1463                         *CURRENT SURVEY CONTROL
 DA1463  ___________________________________________________________________
 DA1463* NAD 83(1992)-  32 45 08.34664(N)    112 22 47.36238(W)     ADJUSTED  
 DA1463* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 DA1463  ___________________________________________________________________
 DA1463  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DA1463  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA1463  HORZ ORDER  -  FIRST
 DA1463
 DA1463.The horizontal coordinates were established by classical geodetic methods
 DA1463.and adjusted by the National Geodetic Survey in June 1998.
 DA1463
 DA1463.The orthometric height was scaled from a topographic map.
 DA1463
 DA1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1463
 DA1463.The geoid height was determined by GEOID03.
 DA1463
 DA1463;                    North         East     Units Scale Factor Converg.
 DA1463;SPC AZ C     -   194,380.755   169,960.175   MT  0.99992322   -0 15 02.1
 DA1463;SPC AZ C     -   637,732.14    557,612.12   iFT  0.99992322   -0 15 02.1
 DA1463;SPC AZ W     -   195,123.033   341,760.583   MT  1.00013656   +0 44 29.0
 DA1463;SPC AZ W     -   640,167.43  1,121,261.76   iFT  1.00013656   +0 44 29.0
 DA1463;UTM  12      - 3,624,671.656   370,738.535   MT  0.99980603   -0 44 47.8
 DA1463
 DA1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1463!SPC AZ C     -   0.99981096  x   0.99992322  =   0.99973420
 DA1463!SPC AZ W     -   0.99981096  x   1.00013656  =   0.99994750
 DA1463!UTM  12      -   0.99981096  x   0.99980603  =   0.99961703
 DA1463
 DA1463:                Primary Azimuth Mark                     Grid Az
 DA1463:SPC AZ C     -  MARE                                     009 19 33.2
 DA1463:SPC AZ W     -  MARE                                     008 20 02.1
 DA1463:UTM  12      -  MARE                                     009 49 18.9
 DA1463
 DA1463|---------------------------------------------------------------------|
 DA1463| PID    Reference Object                     Distance      Geod. Az  |
 DA1463|                                                           dddmmss.s |
 DA1463| DV2128 MARE                                APPROX.58.5 KM 0090431.1 |
 DA1463| DU2031 FOUR PEAKS                                         0431912.8 |
 DA1463| CH5891 MARICOPA RM                           6.475 METERS 07230     |
 DA1463| DA1442 TABLE                               APPROX.23.8 KM 0893938.1 |
 DA1463| CZ1935 DESERT PEAK                         APPROX.91.9 KM 0920316.7 |
 DA1463| DA1562 FLAT TOP CENTER                     APPROX.36.4 KM 2491248.2 |
 DA1463| DV2158 GILA PEAK                           APPROX.66.0 KM 3142313.5 |
 DA1463|---------------------------------------------------------------------|
 DA1463
 DA1463                          SUPERSEDED SURVEY CONTROL
 DA1463
 DA1463  NAD 83(1992)-  32 45 08.34664(N)    112 22 47.36238(W) AD(       ) 1
 DA1463  NAD 83(1986)-  32 45 08.33740(N)    112 22 47.36940(W) AD(       ) 1
 DA1463  NAD 27      -  32 45 08.13000(N)    112 22 44.80700(W) AD(       ) 1
 DA1463
 DA1463.Superseded values are not recommended for survey control.
 DA1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1463.See file dsdata.txt to determine how the superseded data were derived.
 DA1463
 DA1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7073924672(NAD 83)
 DA1463
 DA1463  HISTORY     - Date     Condition        Report By
 DA1463  HISTORY     - 1910     MONUMENTED       CGS
 DA1463  HISTORY     - 1921     GOOD             USGS
 DA1463  HISTORY     - 1936     SEE DESCRIPTION  CGS
 DA1463  HISTORY     - 1972     GOOD             AZHD
 DA1463
 DA1463                          STATION DESCRIPTION
 DA1463
 DA1463'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 DA1463'RECOVERED IN GOOD CONDITION.
 DA1463
 DA1463                          STATION RECOVERY (1936)
 DA1463
 DA1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 DA1463'ON THE HIGHEST AND MOST WESTERN PEAK OF THE SHORT SPUR OF
 DA1463'MOUNTAINS EXTENDING TO THE EASTWARD FROM THE MARICOPA DIVIDE,
 DA1463'23 MILES DIRECT OR 28 MILES BY ROAD SOUTHEAST OF GILA BEND,
 DA1463'A TOWN ON THE SOUTHERN PACIFIC, AND ABOUT 24 MILES DIRECT OR
 DA1463'28 MILES BY ROAD NORTHWEST OF THE VEKOL MINING CAMP.  THE PEAK
 DA1463'IS ONE-HALF MILE NORTH OF THE VEKOL-GILA BEND ROAD AND IS THE
 DA1463'MOST PROMINENT ONE TO BE SEEN IN APPROACHING THE MOUNTAINS FROM
 DA1463'THE EASTWARD.  MARKED BY A STANDARD BRONZE DISK.
 DA1463'STATION REPORTED DESTROYED IN 1936.
 DA1463
 DA1463                          STATION RECOVERY (1972)
 DA1463
 DA1463'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DA1463'GENERAL LOCATION 23 MILES S.E. GILA BEND, ARIZ.
 DA1463'
 DA1463'TO REACH VISITED BY HELICOPTER
 DA1463'
 DA1463'STATION MARK STD. BRONZE DISK STAMPED MARICOPA
 DA1463'
 DA1463'REFERENCE MARKS DIDNT SEARCH
 DA1463'
 DA1463'AZIMUTH MARK DIDNT SEARCH
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1462 ***********************************************************************
 DA1462  DESIGNATION -  MARICOPA 2
 DA1462  PID         -  DA1462
 DA1462  STATE/COUNTY-  AZ/MARICOPA
 DA1462  USGS QUAD   -  BIG HORN (1979)
 DA1462
 DA1462                         *CURRENT SURVEY CONTROL
 DA1462  ___________________________________________________________________
 DA1462* NAD 83(1992)-  32 45 08.34844(N)    112 22 47.36474(W)     ADJUSTED  
 DA1462* NAVD 88     -      1234.5    (meters)    4050.     (feet)  VERTCON   
 DA1462  ___________________________________________________________________
 DA1462  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DA1462  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA1462  HORZ ORDER  -  SECOND
 DA1462
 DA1462.The horizontal coordinates were established by classical geodetic methods
 DA1462.and adjusted by the National Geodetic Survey in August 1993.
 DA1462
 DA1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1462
 DA1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1462
 DA1462.The geoid height was determined by GEOID03.
 DA1462
 DA1462;                    North         East     Units Scale Factor Converg.
 DA1462;SPC AZ C     -   194,380.810   169,960.113   MT  0.99992322   -0 15 02.1
 DA1462;SPC AZ C     -   637,732.32    557,611.92   iFT  0.99992322   -0 15 02.1
 DA1462;UTM  12      - 3,624,671.712   370,738.474   MT  0.99980603   -0 44 47.8
 DA1462
 DA1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1462!SPC AZ C     -   0.99981099  x   0.99992322  =   0.99973423
 DA1462!UTM  12      -   0.99981099  x   0.99980603  =   0.99961706
 DA1462
 DA1462|---------------------------------------------------------------------|
 DA1462| PID    Reference Object                     Distance      Geod. Az  |
 DA1462|                                                           dddmmss.s |
 DA1462| CH5894 MARICOPA 2 RM 2                       6.450 METERS 07231     |
 DA1462| DA0059 E 319                                              1560754.1 |
 DA1462| CH5892 MARICOPA 2 AZ MK                                   1850513.9 |
 DA1462| CH5893 MARICOPA 2 RM 1                       7.486 METERS 35152     |
 DA1462|---------------------------------------------------------------------|
 DA1462
 DA1462                          SUPERSEDED SURVEY CONTROL
 DA1462
 DA1462  NAD 83(1986)-  32 45 08.33801(N)    112 22 47.36742(W) AD(       ) 2
 DA1462  NAD 27      -  32 45 08.16400(N)    112 22 44.84600(W) AD(       ) 2
 DA1462  NGVD 29 (06/20/88) 1233.8    (m)         4048.     (f) VERT ANG    3  
 DA1462
 DA1462.Superseded values are not recommended for survey control.
 DA1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1462.See file dsdata.txt to determine how the superseded data were derived.
 DA1462
 DA1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7073824672(NAD 83)
 DA1462_MARKER: DS = TRIANGULATION STATION DISK
 DA1462_SETTING: 66 = SET IN ROCK OUTCROP
 DA1462
 DA1462  HISTORY     - Date     Condition        Report By
 DA1462  HISTORY     - 1936     MONUMENTED       CGS
 DA1462  HISTORY     - 1948     GOOD             USGS
 DA1462  HISTORY     - 1960     GOOD             CGS
 DA1462
 DA1462                          STATION DESCRIPTION
 DA1462
 DA1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1462'ON THE HIGHEST POINT OF THE MARICOPA MOUNTAINS, WHICH IS THE
 DA1462'PEAK AT THE WEST END OF THE SPUR RANGE THAT EXTENDS TO THE
 DA1462'EASTWARD FROM THE MAIN RANGE.  IT IS ABOUT 38 MILES WEST OF CASA
 DA1462'GRANDE.  ABOUT 6 MILES SOUTH OF HIGHWAY NO. 84 AND ABOUT 3.0
 DA1462'MILES NORTHWEST OF CLEMMENS WELL AND CAMP.  MARKED BY A STANDARD
 DA1462'BRONZE DISK.  REFERENCE MARK NO. 1, A
 DA1462'STANDARD BRONZE REFERENCE DISK, IS 7.500 METERS
 DA1462'(24.61 FEET) FROM STATION.  REFERENCE
 DA1462'MARK NO.  2, A STANDARD BRONZE REFERENCE DISK, IS 6.446
 DA1462'METERS (21.15 FEET) FROM STATION.
 DA1462'THE AZIMUTH MARK, A STANDARD BRONZE DISK, ON A
 DA1462'SMALL, ROCKY KNOLL, 75 YARDS EAST OF END OF TRUCK TRAVEL
 DA1462'AND 100 YARDS NORTH CENTER LINE OF TRACK ROAD, IS 0.6 MILE
 DA1462'FROM STATION S 5 DEG 05 MIN W.
 DA1462
 DA1462                          STATION RECOVERY (1948)
 DA1462
 DA1462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1462'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1462'AGREE WITH NGS.
 DA1462
 DA1462                          STATION RECOVERY (1960)
 DA1462
 DA1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1462'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 DA1462'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 DA1462'WAS NOT SEARCHED FOR.  BENCH MARK E 319 WAS USED FOR THE
 DA1462'AZIMUTH MARK.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DA1462'
 DA1462'THE STATION IS ABOUT 24 MILES WEST OF STANFIELD AND ABOUT 6
 DA1462'MILES SOUTH OF INTERSTATE HIGHWAY 8 ON THE HIGHEST POINT OF
 DA1462'THE MARICOPA MOUNTAINS.
 DA1462'
 DA1462'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO WEST
 DA1462'ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 17.0 MILES TO THE
 DA1462'VEKOL ROAD UNDER PASS, TURN LEFT ACROSS A CATTLE GUARD THEN GO
 DA1462'SOUTH ON THE GRADED ROAD FOR 2.1 MILES TO A FORK, TAKE RIGHT
 DA1462'FORK, SOUTH, AND GO 3.3 MILES TO A WIRE GATE WITH A METAL FRAME.
 DA1462'PASS THRU GATE AND CONTINUE SOUTH FOR 2.2 MILES TO A FORK,
 DA1462'TAKE RIGHT FORK AND GO WEST FOR 4.8 MILES TO A T ROAD RIGHT,
 DA1462'CONTINUE AHEAD WESTERLY FOR 2.7 MILES TO THE GATE ENTERING THE
 DA1462'JOLSSON RANCH.  DONT GO THRU THE GATE, TURN RIGHT, NORTHWEST,
 DA1462'ACROSS A LARGE WASH TO A TRACK ROAD, FOLLOW THE TRACK ROAD
 DA1462'NORTHWEST FOR 1.1 MILES TO BENCH MARK E 319 ON THE RIGHT.
 DA1462'CONTINUE NORTHWEST ON THE TRACK ROAD FOR 2.0 MILES.  HERE
 DA1462'LEAVE THE TRACK ROAD AND PICK YOUR WAY NORTHEAST ON A SLOPE
 DA1462'FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.  (4-WHEEL DRIVE
 DA1462'VEHICLE REQUIRED).  FROM THE END OF TRUCK TRAVEL PACK
 DA1462'NORTHEAST FOR ABOUT 1 HOUR TO THE SUMMIT AND THE STATION.
 DA1462'
 DA1462'THE STATION MARK, STAMPED MARICOPA 2 1936, IS A STANDARD DISK
 DA1462'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 10 FEET NORTHWEST
 DA1462'OF A CAIRN AND 4 INCHES BELOW GROUND ELEVATION.
 DA1462'
 DA1462'REFERENCE MARK NO. 1, STAMPED MARICOPA 2 NO 1 1936, IS A STANDARD
 DA1462'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 33 FEET
 DA1462'NORTHWEST OF A CAIRN AND 5 FEET BELOW STATION ELEVATION.
 DA1462'
 DA1462'REFERENCE MARK NO. 2, STAMPED MARICOPA 2 NO 2 1936, IS A STANDARD
 DA1462'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 14 FEET NORTHEAST
 DA1462'OF THE CAIRN AND 5 FEET BELOW STATION ELEVATION.
 DA1462'
 DA1462'BENCH MARK E 319, STAMPED E 319 1952, WAS USED FOR THE AZIMUTH
 DA1462'MARK.  IT IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 DA1462'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 DA1462'THAT PROJECTS 3 INCHES.  IT IS 3 FEET SOUTHWEST OF THE WITNESS
 DA1462'POST AND 12 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2105 ***********************************************************************
 DV2105  DESIGNATION -  MARICOPA ASTRO STA ECC
 DV2105  PID         -  DV2105
 DV2105  STATE/COUNTY-  AZ/PINAL
 DV2105  USGS QUAD   -  MARICOPA (1978)
 DV2105
 DV2105                         *CURRENT SURVEY CONTROL
 DV2105  ___________________________________________________________________
 DV2105* NAD 83(1992)-  33 03 34.17043(N)    112 03 02.77193(W)     ADJUSTED  
 DV2105* NAVD 88     -       358.8    (meters)    1177.     (feet)  VERTCON   
 DV2105  ___________________________________________________________________
 DV2105  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DV2105  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV2105  HORZ ORDER  -  SECOND
 DV2105
 DV2105.The horizontal coordinates were established by classical geodetic methods
 DV2105.and adjusted by the National Geodetic Survey in August 1993.
 DV2105
 DV2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2105
 DV2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2105
 DV2105.The geoid height was determined by GEOID03.
 DV2105
 DV2105;                    North         East     Units Scale Factor Converg.
 DV2105;SPC AZ C     -   228,356.813   200,837.279   MT  0.99990193   -0 04 23.4
 DV2105;SPC AZ C     -   749,202.14    658,914.96   iFT  0.99990193   -0 04 23.4
 DV2105;UTM  12      - 3,658,372.960   401,905.131   MT  0.99971864   -0 34 23.7
 DV2105
 DV2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2105!SPC AZ C     -   0.99994845  x   0.99990193  =   0.99985038
 DV2105!UTM  12      -   0.99994845  x   0.99971864  =   0.99966710
 DV2105
 DV2105:                Primary Azimuth Mark                     Grid Az
 DV2105:SPC AZ C     -  MARICOPA NORTHWEST BASE                  131 09 05.6
 DV2105:UTM  12      -  MARICOPA NORTHWEST BASE                  131 39 05.9
 DV2105
 DV2105|---------------------------------------------------------------------|
 DV2105| PID    Reference Object                     Distance      Geod. Az  |
 DV2105|                                                           dddmmss.s |
 DV2105| DV2104 MARICOPA NORTHWEST BASE             APPROX. 1.6 KM 1310442.2 |
 DV2105| DV2108 MARICOPA E PIER LON STA              21.673 METERS 13807     |
 DV2105| DV2107 MARICOPA W PIER LAT STA              20.544 METERS 14155     |
 DV2105|---------------------------------------------------------------------|
 DV2105
 DV2105                          SUPERSEDED SURVEY CONTROL
 DV2105
 DV2105  NAD 83(1986)-  33 03 34.17423(N)    112 03 02.76472(W) AD(       ) 2
 DV2105  NAD 27      -  33 03 33.98700(N)    112 03 00.22900(W) AD(       ) 2
 DV2105  NGVD 29 (07/19/86)  358.3    (m)         1176.     (f) VERT ANG    3  
 DV2105
 DV2105.Superseded values are not recommended for survey control.
 DV2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2105.See file dsdata.txt to determine how the superseded data were derived.
 DV2105
 DV2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0190558373(NAD 83)
 DV2105_MARKER: N = NAIL
 DV2105_SETTING: 0 = UNSPECIFIED SETTING
 DV2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2105
 DV2105  HISTORY     - Date     Condition        Report By
 DV2105  HISTORY     - 1910     MONUMENTED       CGS
 DV2105  HISTORY     - 20070912 MARK NOT FOUND   GEOCAC
 DV2105
 DV2105                          STATION DESCRIPTION
 DV2105
 DV2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 DV2105'MARICOPA ASTRONOMICAL STATION ECCENTRIC, A NAIL IN THE TOP OF A
 DV2105'STAKE, IS 21.673 METERS (71.11 FEET) FROM STATION MARICOPA EAST PIER,
 DV2105'N 41 DEG 53 MIN W.
 DV2105
 DV2105                          STATION RECOVERY (2007)
 DV2105
 DV2105'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2105'THE WOODEN STAKE HAS LONG SINCE ROTTED AWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1700 ***********************************************************************
 DU1700  DESIGNATION -  MARICOPA CO MARK
 DU1700  PID         -  DU1700
 DU1700  STATE/COUNTY-  AZ/MARICOPA
 DU1700  USGS QUAD   -  TEMPE (1982)
 DU1700
 DU1700                         *CURRENT SURVEY CONTROL
 DU1700  ___________________________________________________________________
 DU1700* NAD 83(1986)-  33 23 34.     (N)    111 56 07.     (W)     SCALED    
 DU1700* NAVD 88     -       358.038  (meters)    1174.66   (feet)  ADJUSTED  
 DU1700  ___________________________________________________________________
 DU1700  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1700  DYNAMIC HT  -         357.625 (meters)    1173.31  (feet)  COMP
 DU1700  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DU1700
 DU1700  VERT ORDER  -  SECOND    CLASS I
 DU1700
 DU1700.The horizontal coordinates were scaled from a topographic map and have
 DU1700.an estimated accuracy of +/- 6 seconds.
 DU1700
 DU1700.The orthometric height was determined by differential leveling
 DU1700.and adjusted in January 1998.
 DU1700
 DU1700.The geoid height was determined by GEOID03.
 DU1700
 DU1700.The dynamic height is computed by dividing the NAVD 88
 DU1700.geopotential number by the normal gravity value computed on the
 DU1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1700.degrees latitude (g = 980.6199 gals.).
 DU1700
 DU1700.The modeled gravity was interpolated from observed gravity values.
 DU1700
 DU1700;                    North         East    Units  Estimated Accuracy
 DU1700;SPC AZ C     -   265,310.      211,630.      MT  (+/- 180 meters Scaled)
 DU1700
 DU1700                          SUPERSEDED SURVEY CONTROL
 DU1700
 DU1700  NAVD 88 (11/29/93)  358.032  (m)         1174.64   (f) UNKNOWN     2 1
 DU1700
 DU1700.Superseded values are not recommended for survey control.
 DU1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1700.See file dsdata.txt to determine how the superseded data were derived.
 DU1700
 DU1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB130952(NAD 83)
 DU1700_MARKER: DD = SURVEY DISK
 DU1700_SETTING: 0 = UNSPECIFIED SETTING
 DU1700_SP_SET: CONCRETE HANDHOLE
 DU1700_MARK LOGO: AZ-013
 DU1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1700+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1700
 DU1700  HISTORY     - Date     Condition        Report By
 DU1700  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1700  HISTORY     - 1981     GOOD             AZDT
 DU1700  HISTORY     - 19950107 GOOD             USPSQD
 DU1700  HISTORY     - 20080914 GOOD             GEOCAC
 DU1700
 DU1700                          STATION DESCRIPTION
 DU1700
 DU1700'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1700'IN TEMPE.
 DU1700'IN TEMPE, FROM THE INTERSECTION OF SOUTHERN AVENUE AND RURAL ROAD
 DU1700'TRAVEL WEST 0.5 MI (0.80 KM) ALONG SOUTHERN AVENUE TO THE MARK IN THE
 DU1700'CENTER OF THE INTERSECTION OF SOUTHERN AVENUE AND COLLEGE AVENUE, A
 DU1700'MARICOPA COUNTY BRASS CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT
 DU1700'STAMPED.
 DU1700
 DU1700                          STATION RECOVERY (1995)
 DU1700
 DU1700'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1700'RECOVERED IN GOOD CONDITION.
 DU1700
 DU1700                          STATION RECOVERY (2008)
 DU1700
 DU1700'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1700'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1700'3.573' W111 56.094'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4136 ***********************************************************************
 DH4136  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4136  DESIGNATION -  MARICOPA CORS ARP
 DH4136  CORS_ID     -  AZMO
 DH4136  PID         -  DH4136
 DH4136  STATE/COUNTY-  AZ/MARICOPA
 DH4136  USGS QUAD   -  MOBILE (1978)
 DH4136
 DH4136                         *CURRENT SURVEY CONTROL
 DH4136  ___________________________________________________________________
 DH4136* NAD 83(CORS)-  33 03 34.25422(N)    112 15 38.44045(W)     ADJUSTED  
 DH4136* NAVD 88     -              **(meters)            **(feet)            
 DH4136  ___________________________________________________________________
 DH4136  EPOCH DATE  -        2002.00
 DH4136  X           -  -2,027,144.610 (meters)                     COMP
 DH4136  Y           -  -4,952,367.671 (meters)                     COMP
 DH4136  Z           -   3,459,697.757 (meters)                     COMP
 DH4136  ELLIP HEIGHT-         376.390 (meters)          (06/??/05) ADJUSTED
 DH4136  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DH4136  HORZ ORDER  -  SPECIAL (CORS)
 DH4136  ELLP ORDER  -  SPECIAL (CORS)
 DH4136
 DH4136.ITRF positions are available for this station.
 DH4136.The coordinates were established by GPS observations
 DH4136.and adjusted by the National Geodetic Survey in June 2005.
 DH4136.The coordinates are valid at the epoch date displayed above.
 DH4136.The epoch date for horizontal control is a decimal equivalence
 DH4136.of Year/Month/Day.
 DH4136
 DH4136
 DH4136.The PID for the CORS L1 Phase Center is DI1675.
 DH4136
 DH4136.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4136
 DH4136.The ellipsoidal height was determined by GPS observations
 DH4136.and is referenced to NAD 83.
 DH4136
 DH4136.The geoid height was determined by GEOID03.
 DH4136
 DH4136;                    North         East     Units Scale Factor Converg.
 DH4136;SPC AZ C     -   228,404.008   181,235.780   MT  0.99991272   -0 11 15.6
 DH4136;SPC AZ C     -   749,356.98    594,605.58   iFT  0.99991272   -0 11 15.6
 DH4136
 DH4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4136!SPC AZ C     -   0.99994091  x   0.99991272  =   0.99985364
 DH4136
 DH4136                          SUPERSEDED SURVEY CONTROL
 DH4136
 DH4136.No superseded survey control is available for this station.
 DH4136
 DH4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8230858591(NAD 83)
 DH4136_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4136
 DH4136                          STATION DESCRIPTION
 DH4136
 DH4136'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4136'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4136'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4136'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4136'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4136'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI1675 ***********************************************************************
 DI1675  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1675  DESIGNATION -  MARICOPA CORS L1 PHASE CENTER
 DI1675  CORS_ID     -  AZMO
 DI1675  PID         -  DI1675
 DI1675  STATE/COUNTY-  AZ/MARICOPA
 DI1675  USGS QUAD   -  MOBILE (1978)
 DI1675
 DI1675                         *CURRENT SURVEY CONTROL
 DI1675  ___________________________________________________________________
 DI1675* NAD 83(CORS)-  33 03 34.25427(N)    112 15 38.44042(W)     ADJUSTED  
 DI1675* NAVD 88     -              **(meters)            **(feet)            
 DI1675  ___________________________________________________________________
 DI1675  EPOCH DATE  -        2002.00
 DI1675  X           -  -2,027,144.636 (meters)                     COMP
 DI1675  Y           -  -4,952,367.737 (meters)                     COMP
 DI1675  Z           -   3,459,697.804 (meters)                     COMP
 DI1675  ELLIP HEIGHT-         376.475 (meters)          (06/??/05) ADJUSTED
 DI1675  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DI1675  HORZ ORDER  -  SPECIAL (CORS)
 DI1675  ELLP ORDER  -  SPECIAL (CORS)
 DI1675
 DI1675.ITRF positions are available for this station.
 DI1675.The coordinates were established by GPS observations
 DI1675.and adjusted by the National Geodetic Survey in June 2005.
 DI1675.The coordinates are valid at the epoch date displayed above.
 DI1675.The epoch date for horizontal control is a decimal equivalence
 DI1675.of Year/Month/Day.
 DI1675
 DI1675
 DI1675.The PID for the CORS ARP is DH4136.
 DI1675
 DI1675.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1675
 DI1675.The ellipsoidal height was determined by GPS observations
 DI1675.and is referenced to NAD 83.
 DI1675
 DI1675.The geoid height was determined by GEOID03.
 DI1675
 DI1675;                    North         East     Units Scale Factor Converg.
 DI1675;SPC AZ C     -   228,404.010   181,235.780   MT  0.99991272   -0 11 15.6
 DI1675;SPC AZ C     -   749,356.99    594,605.58   iFT  0.99991272   -0 11 15.6
 DI1675
 DI1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1675!SPC AZ C     -   0.99994090  x   0.99991272  =   0.99985362
 DI1675
 DI1675                          SUPERSEDED SURVEY CONTROL
 DI1675
 DI1675.No superseded survey control is available for this station.
 DI1675
 DI1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8230858591(NAD 83)
 DI1675_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1675
 DI1675                          STATION DESCRIPTION
 DI1675
 DI1675'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1675'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1675'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1675'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1675'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1675'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2104 ***********************************************************************
 DV2104  DESIGNATION -  MARICOPA NORTHWEST BASE
 DV2104  PID         -  DV2104
 DV2104  STATE/COUNTY-  AZ/PINAL
 DV2104  USGS QUAD   -  MARICOPA (1978)
 DV2104
 DV2104                         *CURRENT SURVEY CONTROL
 DV2104  ___________________________________________________________________
 DV2104* NAD 83(1992)-  33 03 00.31970(N)    112 02 16.66363(W)     ADJUSTED  
 DV2104* NAVD 88     -       360.3    (meters)    1182.     (feet)  VERTCON   
 DV2104  ___________________________________________________________________
 DV2104  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 DV2104  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV2104  HORZ ORDER  -  SECOND
 DV2104
 DV2104.The horizontal coordinates were established by classical geodetic methods
 DV2104.and adjusted by the National Geodetic Survey in August 1993.
 DV2104
 DV2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2104
 DV2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2104
 DV2104.The geoid height was determined by GEOID03.
 DV2104
 DV2104;                    North         East     Units Scale Factor Converg.
 DV2104;SPC AZ C     -   227,312.620   202,032.089   MT  0.99990158   -0 03 58.1
 DV2104;SPC AZ C     -   745,776.31    662,834.94   iFT  0.99990158   -0 03 58.1
 DV2104;UTM  12      - 3,657,318.575   403,090.563   MT  0.99971579   -0 33 58.0
 DV2104
 DV2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2104!SPC AZ C     -   0.99994821  x   0.99990158  =   0.99984980
 DV2104!UTM  12      -   0.99994821  x   0.99971579  =   0.99966402
 DV2104
 DV2104:                Primary Azimuth Mark                     Grid Az
 DV2104:SPC AZ C     -  MARICOPA ASTRO STA ECC                   311 09 05.4
 DV2104:UTM  12      -  MARICOPA ASTRO STA ECC                   311 39 05.3
 DV2104
 DV2104|---------------------------------------------------------------------|
 DV2104| PID    Reference Object                     Distance      Geod. Az  |
 DV2104|                                                           dddmmss.s |
 DV2104| DV2105 MARICOPA ASTRO STA ECC              APPROX. 1.6 KM 3110507.3 |
 DV2104|---------------------------------------------------------------------|
 DV2104
 DV2104                          SUPERSEDED SURVEY CONTROL
 DV2104
 DV2104  NAD 83(1986)-  33 03 00.31835(N)    112 02 16.64979(W) AD(       ) 2
 DV2104  NAD 27      -  33 03 00.13000(N)    112 02 14.11600(W) AD(       ) 2
 DV2104  NGVD 29 (07/19/86)  359.8    (m)         1180.     (f) VERT ANG    3  
 DV2104
 DV2104.Superseded values are not recommended for survey control.
 DV2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2104.See file dsdata.txt to determine how the superseded data were derived.
 DV2104
 DV2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0309157319(NAD 83)
 DV2104_MARKER: DB = BENCH MARK DISK
 DV2104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV2104_SP_SET: METAL PIPE AND CONCRETE SURROUND
 DV2104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2104
 DV2104  HISTORY     - Date     Condition        Report By
 DV2104  HISTORY     - 1899     MONUMENTED       USGS
 DV2104  HISTORY     - 1910     GOOD             CGS
 DV2104
 DV2104                          STATION DESCRIPTION
 DV2104
 DV2104'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DV2104'LOCATED ABOUT 0.5 MI SE. OF MARICOPA STATION.  26 FT N. OF CENTER
 DV2104'OF RR. TRACK, OPPOSITE MILEPOST 897.
 DV2104'
 DV2104'TO REACH NOT GIVEN.
 DV2104'
 DV2104'STATION MARK--IRON TABLET, STAMPING UNKNOWN, ON POST SET FLUSH
 DV2104'WITH GROUND AND SURROUNDED BY COLLAR OF CEMENT.
 DV2104'
 DV2104'RMS--NONE SET.
 DV2104
 DV2104                          STATION RECOVERY (1910)
 DV2104
 DV2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1910 (JSH)
 DV2104'ABOUT ONE-HALF MILE SOUTHEAST OF MARICOPA, 26 FEET NORTH OF
 DV2104'THE CENTER OF THE RAILROAD TRACK, OPPOSITE MILEPOST 807.
 DV2104'MARKED BY AN IRON BENCH MARK POST SET FLUSH WITH THE GROUND
 DV2104'AND SURROUNDED WITH A COLLAR OF CONCRETE.  BOTTOM OF THE
 DV2104'POST RESTS ON A ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2279 ***********************************************************************
 DU2279  DESIGNATION -  MARICOPA SE BASE
 DU2279  PID         -  DU2279
 DU2279  STATE/COUNTY-  AZ/PINAL
 DU2279  USGS QUAD   -  SACATON BUTTE (1967)
 DU2279
 DU2279                         *CURRENT SURVEY CONTROL
 DU2279  ___________________________________________________________________
 DU2279* NAD 83(1992)-  33 00 25.85812(N)    111 58 05.50939(W)     ADJUSTED  
 DU2279* NAVD 88     -       373.82   (+/-2cm)    1226.4    (feet)  VERTCON   
 DU2279  ___________________________________________________________________
 DU2279  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DU2279  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DU2279  HORZ ORDER  -  THIRD
 DU2279  VERT ORDER  -  THIRD ? (See Below)
 DU2279
 DU2279.The horizontal coordinates were established by classical geodetic methods
 DU2279.and adjusted by the National Geodetic Survey in August 1993.
 DU2279
 DU2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2279.The vertical order pertains to the NGVD 29 superseded value.
 DU2279
 DU2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2279
 DU2279.The geoid height was determined by GEOID03.
 DU2279
 DU2279;                    North         East     Units Scale Factor Converg.
 DU2279;SPC AZ C     -   222,549.248   208,545.191   MT  0.99990029   -0 01 41.1
 DU2279;SPC AZ C     -   730,148.45    684,203.38   iFT  0.99990029   -0 01 41.1
 DU2279;UTM  12      - 3,652,499.512   409,560.631   MT  0.99970085   -0 31 38.8
 DU2279
 DU2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2279!SPC AZ C     -   0.99994608  x   0.99990029  =   0.99984637
 DU2279!UTM  12      -   0.99994608  x   0.99970085  =   0.99964695
 DU2279
 DU2279                          SUPERSEDED SURVEY CONTROL
 DU2279
 DU2279  NAD 83(1986)-  33 00 25.85821(N)    111 58 05.49780(W) AD(       ) 3
 DU2279  NGVD 29 (04/26/91)  373.34   (m)         1224.9    (f) LEVELING    3  
 DU2279
 DU2279.Superseded values are not recommended for survey control.
 DU2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2279.See file dsdata.txt to determine how the superseded data were derived.
 DU2279
 DU2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0956152500(NAD 83)
 DU2279_MARKER: DD = SURVEY DISK
 DU2279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU2279_SP_SET: METAL PIPE AND CONCRETE SURROUND
 DU2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2279
 DU2279  HISTORY     - Date     Condition        Report By
 DU2279  HISTORY     - 1899     MONUMENTED       USGS
 DU2279  HISTORY     - 20061010 MARK NOT FOUND   GEOCAC
 DU2279
 DU2279                          STATION DESCRIPTION
 DU2279
 DU2279'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2279'LOCATED ABOUT 5.5 MI SE. OF MARICOPA.  27 FT E. OF MILEPOST 902,
 DU2279'26 FT N. OF CENTER OF RR. TRACK.
 DU2279'
 DU2279'TO REACH NOT GIVEN.
 DU2279'
 DU2279'STATION MARK--IRON TABLET, STAMPING UNKNOWN, ON POST SET FLUSH
 DU2279'WITH GROUND SURROUNDED BY COLLAR OF CEMENT.
 DU2279'
 DU2279'RMS--NONE SET.
 DU2279
 DU2279                          STATION RECOVERY (2006)
 DU2279
 DU2279'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2279'DRAT(EXPLETIVE DELETED)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2107 ***********************************************************************
 DV2107  DESIGNATION -  MARICOPA W PIER LAT STA
 DV2107  PID         -  DV2107
 DV2107  STATE/COUNTY-  AZ/PINAL
 DV2107  USGS QUAD   -  MARICOPA (1978)
 DV2107
 DV2107                         *CURRENT SURVEY CONTROL
 DV2107  ___________________________________________________________________
 DV2107* NAD 83(1992)-  33 03 33.64554(N)    112 03 02.28345(W)     ADJUSTED  
 DV2107* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 DV2107  ___________________________________________________________________
 DV2107  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DV2107  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV2107  HORZ ORDER  -  SECOND
 DV2107
 DV2107.The horizontal coordinates were established by classical geodetic methods
 DV2107.and adjusted by the National Geodetic Survey in August 1993.
 DV2107
 DV2107.The orthometric height was scaled from a topographic map.
 DV2107
 DV2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2107
 DV2107.The geoid height was determined by GEOID03.
 DV2107
 DV2107;                    North         East     Units Scale Factor Converg.
 DV2107;SPC AZ C     -   228,340.628   200,849.930   MT  0.99990193   -0 04 23.1
 DV2107;SPC AZ C     -   749,149.04    658,956.46   iFT  0.99990193   -0 04 23.1
 DV2107;UTM  12      - 3,658,356.668   401,917.637   MT  0.99971861   -0 34 23.4
 DV2107
 DV2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2107!SPC AZ C     -   0.99994849  x   0.99990193  =   0.99985043
 DV2107!UTM  12      -   0.99994849  x   0.99971861  =   0.99966712
 DV2107
 DV2107                          SUPERSEDED SURVEY CONTROL
 DV2107
 DV2107  NAD 83(1986)-  33 03 33.64934(N)    112 03 02.27625(W) AD(       ) 2
 DV2107  NAD 27      -  33 03 33.46200(N)    112 02 59.74100(W) AD(       ) 2
 DV2107
 DV2107.Superseded values are not recommended for survey control.
 DV2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2107.See file dsdata.txt to determine how the superseded data were derived.
 DV2107
 DV2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0191858357(NAD 83)
 DV2107_MARKER: DS = TRIANGULATION STATION DISK
 DV2107_SETTING: 0 = UNSPECIFIED SETTING
 DV2107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2107
 DV2107  HISTORY     - Date     Condition        Report By
 DV2107  HISTORY     - 1910     MONUMENTED       CGS
 DV2107  HISTORY     - 20070912 MARK NOT FOUND   GEOCAC
 DV2107
 DV2107                          STATION DESCRIPTION
 DV2107
 DV2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 DV2107'THIS IS AN OLD LATITUDE PIER (MARICOPA LATITUDE, 1899), 1.85
 DV2107'METERS (6.1 FEET) DIRECTLY WEST OF MARICOPA EAST PIER.  MARKED
 DV2107'BY A STANDARD BRONZE DISK IN THE TOP OF A BRICK PIER, ABOUT
 DV2107'36 INCHES ABOVE THE GROUND.
 DV2107
 DV2107                          STATION RECOVERY (2007)
 DV2107
 DV2107'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2107'THE DESCRIBED LOCATION IS NOW A RESIDENTIAL NEIGHBORHOOD. THERE IS NO
 DV2107'SIGN OF ANY BRICK PIERS IN THE AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0249 ***********************************************************************
 DB0249  DESIGNATION -  MARIN
 DB0249  PID         -  DB0249
 DB0249  STATE/COUNTY-  AZ/YUMA
 DB0249  USGS QUAD   -  YUMA EAST (1994)
 DB0249
 DB0249                         *CURRENT SURVEY CONTROL
 DB0249  ___________________________________________________________________
 DB0249* NAD 83(2007)-  32 39 10.99327(N)    114 35 29.97598(W)     ADJUSTED  
 DB0249* NAVD 88     -        84.0    (meters)     276.     (feet)  GPS OBS   
 DB0249  ___________________________________________________________________
 DB0249  EPOCH DATE  -        2007.00
 DB0249  X           -  -2,236,953.929 (meters)                     COMP
 DB0249  Y           -  -4,887,810.744 (meters)                     COMP
 DB0249  Z           -   3,421,652.987 (meters)                     COMP
 DB0249  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DB0249  ELLIP HEIGHT-          49.996 (meters)          (02/10/07) ADJUSTED
 DB0249  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB0249
 DB0249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DB0249  Type    PID    Designation                      North   East  Ellip
 DB0249  -------------------------------------------------------------------
 DB0249  NETWORK DB0249 MARIN                             0.67   0.65   1.25
 DB0249  -------------------------------------------------------------------
 DB0249
 DB0249.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0249
 DB0249.The horizontal coordinates were established by GPS observations
 DB0249.and adjusted by the National Geodetic Survey in February 2007.
 DB0249
 DB0249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DB0249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DB0249.The horizontal coordinates are valid at the epoch date displayed above.
 DB0249.The epoch date for horizontal control is a decimal equivalence
 DB0249.of Year/Month/Day.
 DB0249
 DB0249.The orthometric height was determined by GPS observations and a
 DB0249.high-resolution geoid model.
 DB0249
 DB0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB0249
 DB0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0249
 DB0249.The ellipsoidal height was determined by GPS observations
 DB0249.and is referenced to NAD 83.
 DB0249
 DB0249.The geoid height was determined by GEOID03.
 DB0249
 DB0249;                    North         East     Units Scale Factor Converg.
 DB0249;SPC AZ W     -   183,597.595   134,401.835   MT  1.00001018   -0 27 14.9
 DB0249;SPC AZ W     -   602,354.31    440,950.90   iFT  1.00001018   -0 27 14.9
 DB0249;SPC CA 6     -   555,179.308 2,155,578.123   MT  1.00002424   +0 54 40.6
 DB0249;SPC CA 6     - 1,821,450.78  7,072,092.56   sFT  1.00002424   +0 54 40.6
 DB0249;UTM  11      - 3,615,387.836   725,881.482   MT  1.00022919   +1 17 59.9
 DB0249
 DB0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0249!SPC AZ W     -   0.99999215  x   1.00001018  =   1.00000233
 DB0249!SPC CA 6     -   0.99999215  x   1.00002424  =   1.00001639
 DB0249!UTM  11      -   0.99999215  x   1.00022919  =   1.00022134
 DB0249
 DB0249|---------------------------------------------------------------------|
 DB0249| PID    Reference Object                     Distance      Geod. Az  |
 DB0249|                                                           dddmmss.s |
 DB0249| DB0251 MARIN RM 1                            4.788 METERS 09445     |
 DB0249| DB0250 YUMA GLOTRAC                          3.286 METERS 13847     |
 DB0249| DB0252 MARIN RM 2                            4.751 METERS 18352     |
 DB0249| DB1373 YUMA RADIO STATION KYUM S MAST      APPROX. 9.2 KM 3275007.3 |
 DB0249| CF1027 MARIN AZ MK                                        3382037.1 |
 DB0249| DB1331 YUMA BLACK HILL MUNICIPAL TANK      APPROX. 7.2 KM 3390244.8 |
 DB0249| DB1352 YUMA MUN S WATER STORAGE TANK       APPROX. 5.1 KM 3410837.3 |
 DB0249| DB1346 LA PURISINA MISSION WATER TANK      APPROX. 9.0 KM 3452502.5 |
 DB0249|---------------------------------------------------------------------|
 DB0249
 DB0249                          SUPERSEDED SURVEY CONTROL
 DB0249
 DB0249  ELLIP H (01/12/01)   50.032  (m)                       GP(       ) 4 1
 DB0249  NAD 83(1992)-  32 39 10.99194(N)    114 35 29.97467(W) AD(       ) 1
 DB0249  ELLIP H (03/14/97)   50.115  (m)                       GP(       ) 3 1
 DB0249  NAD 83(1992)-  32 39 10.98849(N)    114 35 29.97014(W) AD(       ) 1
 DB0249  NAD 83(1986)-  32 39 10.99919(N)    114 35 29.98036(W) AD(       ) 1
 DB0249  NAD 27      -  32 39 10.82820(N)    114 35 27.15290(W) AD(       ) 1
 DB0249  NGVD 29 (??/??/??)   83.324  (m)          273.37   (f) ADJUSTED    2 0
 DB0249
 DB0249.Superseded values are not recommended for survey control.
 DB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0249.See file dsdata.txt to determine how the superseded data were derived.
 DB0249
 DB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2588115388(NAD 83)
 DB0249_MARKER: DS = TRIANGULATION STATION DISK
 DB0249_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DB0249_SP_SET: CONCRETE SLAB ON BEDROCK
 DB0249_STAMPING: MARIN 1964
 DB0249_MARK LOGO: CGS   
 DB0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0249+STABILITY: POSITION/ELEVATION WELL
 DB0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0249+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB0249
 DB0249  HISTORY     - Date     Condition        Report By
 DB0249  HISTORY     - 1964     MONUMENTED       CGS
 DB0249  HISTORY     - 1964     GOOD             CGS
 DB0249  HISTORY     - 1965     GOOD             CGS
 DB0249  HISTORY     - 1972     GOOD             NGS
 DB0249  HISTORY     - 1972     GOOD             NGS
 DB0249  HISTORY     - 1973     GOOD             DMA
 DB0249  HISTORY     - 1974     GOOD             NGS
 DB0249  HISTORY     - 1977     GOOD             NGS
 DB0249  HISTORY     - 1981     GOOD             NGS
 DB0249  HISTORY     - 1986     GOOD
 DB0249  HISTORY     - 19960304 GOOD             CHANCE
 DB0249  HISTORY     - 20060406 GOOD             INDIV
 DB0249
 DB0249                          STATION DESCRIPTION
 DB0249
 DB0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 DB0249'THE STATION IS ON THE PROPERTY OF THE MARINE CORPS AIR STATION,
 DB0249'8 MILES NORTHEAST OF SOMERTON, 4-1/2 MILES SOUTH-SOUTHEAST OF
 DB0249'YUMA, 1-1/4 MILES SOUTH OF U.S. HIGHWAY 80 AND ABOUT 100
 DB0249'YARDS SOUTHWEST OF A LARGE WATER TANK THAT IS PAINTED RED AND
 DB0249'WHITE.
 DB0249'
 DB0249'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DB0249'80 AND 95 (NORTH) IN THE SOUTH PART OF YUMA, GO SOUTH AND EAST
 DB0249'ON U.S. HIGHWAY 80 FOR 3.6 MILES TO THE YUMA COUNTY AIRPORT ON
 DB0249'THE RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 80 FOR 0.05 MILE TO THE
 DB0249'AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF ROAD.  CONTINUE
 DB0249'EAST ON U.S. HIGHWAY 80 FOR 1.1 MILES TO A CROSSROAD.  TURN
 DB0249'RIGHT AND GO SOUTH ON AN ASPHALT ROAD FOR 1.0 MILE TO MARINE
 DB0249'CORPS GUARD GATE 950 ON THE RIGHT.  TURN RIGHT, THROUGH
 DB0249'THE GUARD GATE, THEN TURN LEFT AND GO SOUTHWEST AND WEST ON
 DB0249'1ST STREET FOR 0.6 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 DB0249'SOUTH ON AN ASPHALT ROAD FOR 0.05 MILE TO A SIDE ROAD
 DB0249'RIGHT.  TURN RIGHT AND GO WEST ON AN ASPHALT ROAD FOR 0.05
 DB0249'MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH ON M
 DB0249'STREET FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DB0249'EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE END OF TRUCK
 DB0249'TRAVEL.  PACK SOUTH FOR ABOUT 100 FEET TO THE TOP OF A
 DB0249'ROCKY HILL AND THE STATION.
 DB0249'
 DB0249'THE STATION MARK IS A STANDARD DISK, STAMPED MARIN 1964, CEMENTED
 DB0249'IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN 18-FOOT SQUARE
 DB0249'CONCRETE SLAB.  IT IS 1-1/2 FEET EAST OF THE WEST EDGE OF THE
 DB0249'SLAB AND 1-1/4 FEET SOUTH OF THE NORTH EDGE.
 DB0249'
 DB0249'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MARIN NO
 DB0249'1 1964, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 DB0249'CONCRETE SLAB.
 DB0249'
 DB0249'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MARIN NO 2
 DB0249'1964, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DB0249'CONCRETE SLAB.
 DB0249'
 DB0249'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MARIN 1964, CEMENTED
 DB0249'IN A DRILL HOLE IN THE CONCRETE BASE OF A STREET LIGHT.  IT IS
 DB0249'53 FEET NORTH OF AN EAST-WEST WIRE FENCE, 48 FEET SOUTH OF THE
 DB0249'CENTER OF U.S. HIGHWAY 80, 1.3 FEET EAST OF THE WEST EDGE OF THE
 DB0249'CONCRETE PEDESTAL AND 1.2 FEET NORTH OF THE SOUTH EDGE.  THE
 DB0249'STREET LIGHT PEDESTAL IS ABOUT 2 FEET HIGH.
 DB0249'
 DB0249'R.M. 1 TO R.M. 2 IS 21.958 FEET (6.694 METERS)
 DB0249'
 DB0249'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DB0249
 DB0249                          STATION RECOVERY (1964)
 DB0249
 DB0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DB0249'6.6 MI SE FROM YUMA.
 DB0249'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0249'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 1.0
 DB0249'MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 0.6 MILE WEST ALONG 1ST
 DB0249'STREET (ENTERING THE MARINE CORPS AIR STATION) THENCE 0.05 MILE
 DB0249'SOUTH ALONG AN ASPHALT ROAD, THENCE 0.05 MILE WEST ALONG AN
 DB0249'ASPHALT ROAD, THENCE 0.1 MILE SOUTH ALONG M STREET, THENCE 0.1
 DB0249'MILE EAST ALONG A GRAVELED ROAD, ON THE SUMMIT OF A ROCKY HILL
 DB0249'ABOUT 40 FEET HIGH AND CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 DB0249'CORNER OF AN 18-FOOT SQUARE CONCRETE SLAB.
 DB0249
 DB0249                          STATION RECOVERY (1965)
 DB0249
 DB0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 DB0249'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DB0249'IN 1964 AND FOUND IN GOOD CONDITION.  A SEARCH WAS NOT MADE FOR
 DB0249'THE AZIMUTH MARK.  THE 1964 DESCRIPTION IS ADEQUATE.  THIS
 DB0249'STATION WAS NOT OCCUPIED BUT WAS VISITED BY A LIGHTKEEPER.
 DB0249
 DB0249                          STATION RECOVERY (1972)
 DB0249
 DB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 DB0249'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DB0249'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 DB0249'FOR.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DB0249'
 DB0249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 DB0249'MILES SOUTHEAST OF YUMA
 DB0249
 DB0249                          STATION RECOVERY (1972)
 DB0249
 DB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0249'RECOVERED IN GOOD CONDITION.
 DB0249
 DB0249                          STATION RECOVERY (1973)
 DB0249
 DB0249'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973 (RLE)
 DB0249'MARIN 1964-GOOD
 DB0249'
 DB0249'BOTH REFERENCE MARKS AND AZIMUTH WERE RECOVERED.
 DB0249'
 DB0249'THE ENTRANCE TO THE YUMA COUNTY AIRPORT IS NOW 0.1 MILE EAST OF
 DB0249'THE AZIMUTH INSTEAD OF 0.05 WEST.
 DB0249
 DB0249                          STATION RECOVERY (1974)
 DB0249
 DB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB0249'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DB0249'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 DB0249'DIRECTIONS COMPARED FAVORABLE TO THE 1964 DATA.  FOLLOWING
 DB0249'IS A COMPLETE NEW DESCRIPTION--
 DB0249'
 DB0249'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF SOMERTON,
 DB0249'4.5 MILES SOUTH-SOUTHEAST OF YUMA, 1-1/4 MILES SOUTH OF U.S.
 DB0249'HIGHWAY 80 AND IN THE NORTHEAST CORNER OF A CONCRETE SLAB ON A
 DB0249'SMALL HILL ON PROPERTY OWNED BY THE YUMA MARINE CORPS AIR
 DB0249'STATION.
 DB0249'
 DB0249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 DB0249'95 IN YUMA, GO SOUTH AND EAST ON U.S. HIGHWAY 80 FOR 3.55 MILES
 DB0249'TO THE ENTRANCE TO THE YUMA INTERNATIONAL AIRPORT ON THE RIGHT
 DB0249'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON
 DB0249'U.S. HIGHWAY 80 FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN
 DB0249'RIGHT AND GO SOUTH FOR 1 MILE TO A GATE NUMBER 954, THAT LEADS
 DB0249'INTO THE AIR STATION ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 DB0249'ON A PAVED STREET FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND
 DB0249'GO SOUTHWEST AND WEST ON FIRST STREET FOR 0.6 MILE TO A
 DB0249'T-ROAD.  TURN LEFT AND GO SOUTH THEN WEST ON J STREET FOR 0.1
 DB0249'MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH FOR 0.05 MILE TO A
 DB0249'GRAVEL STREET LEFT.  TURN LEFT AND GO SOUTHEAST ON THE GRAVEL
 DB0249'STREET FOR 0.05 MILE TO A SMALL HILL ON THE RIGHT AND THE
 DB0249'STATION ON THE TOP AS DESCRIBED.
 DB0249'
 DB0249'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 DB0249'CONCRETE SLAB AND IS FLUSH WITH THE SURROUNDING SURFACE.  THE DISK
 DB0249'IS STAMPED MARIN 1964.  IT IS 1.4 FEET EAST OF THE WEST EDGE OF
 DB0249'THE SLAB, 1.2 FEET SOUTH OF THE NORTH EDGE OF THE SLAB AND IS
 DB0249'IN THE NORTHWEST CORNER OF THE SLAB.
 DB0249'
 DB0249'REFERENCE MARK 1, STAMPED MARIN NO 1 1964, IS A STANDARD DISK SET
 DB0249'IN A DRILL HOLE IN THE CONCRETE SLAB AND FLUSH WITH THE SURFACE.
 DB0249'IT IS 1.7 FEET SOUTH OF THE NORTH EDGE OF THE CONCRETE SLAB,
 DB0249'0.8 FOOT WEST OF THE EAST EDGE OF THE CONCRETE SLAB AND SET IN THE
 DB0249'NORTHEAST CORNER OF THE SLAB.
 DB0249'
 DB0249'REFERENCE MARK 2, STAMPED MARIN NO 2 1964, IS A STANDARD DISK
 DB0249'SET IN A DRILL HOLE IN A CONCRETE SLAB FLUSH WITH THE SURFACE.
 DB0249'IT IS 1.2 FEET EAST OF THE WEST EDGE OF THE CONCRETE SLAB,
 DB0249'1.1 FEET NORTH OF THE SOUTH EDGE OF THE SLAB AND IS IN THE
 DB0249'SOUTHWEST CORNER.
 DB0249'
 DB0249'AZIMUTH MARK, STAMPED MARIN 1964, IS A STANDARD DISK SET IN
 DB0249'A DRILL HOLE IN A CONCRETE FOUNDATION OF A LIGHT POLE.  IT IS
 DB0249'52 FEET NORTH OF A FENCE, 150 FEET EAST OF THE ENTRANCE TO THE
 DB0249'YUMA INTERNATIONAL AIRPORT, 25 FEET SOUTH OF THE CENTER OF THE
 DB0249'EAST LANE OF TRAFFIC OF U.S. HIGHWAY 80 AND 1.5 FEET SOUTHWEST
 DB0249'OF THE CENTER OF THE LIGHT POLE.
 DB0249'
 DB0249'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DB0249'
 DB0249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 DB0249'SOUTH-SOUTHEAST OF YUMA.
 DB0249
 DB0249                          STATION RECOVERY (1977)
 DB0249
 DB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 DB0249'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DB0249'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE ANGLES AND
 DB0249'MEASUREMENTS CHECKED THE 1971 DMA RECOVERY.  THE STATION MARK WAS
 DB0249'USED AS THE ANTENNA SITE FOR GEOCEIVER STATION 51187.
 DB0249'
 DB0249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 DB0249'SOUTHEAST OF YUMA.
 DB0249
 DB0249                          STATION RECOVERY (1981)
 DB0249
 DB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0249'RECOVERED AS DESCRIBED.
 DB0249
 DB0249                          STATION RECOVERY (1986)
 DB0249
 DB0249'RECOVERED 1986
 DB0249'RECOVERED IN GOOD CONDITION.
 DB0249
 DB0249                          STATION RECOVERY (1996)
 DB0249
 DB0249'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 DB0249'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 DB0249'THE STATION IS LOCATED IN THE CITY OF YUMA AT THE YUMA INTERNATIONAL
 DB0249'AIRPORT / YUMA MARINE CORPS AIR STATION.  OWNERSHIP -- YUMA COUNTY,
 DB0249'DAREN A.  GRIFFIN - AIRPORT OPERATIONS, PHONE (520) 726-5882 / UNITED
 DB0249'STATES NAVY, STAFF SGT POSEY - MARINE BASE OPERATIONS, PHONE (520)
 DB0249'341-2077.  NOTE - CONTACT THE MARINE BASE OPERATIONS 3 DAYS IN ADVANCE
 DB0249'OF SURVEYS TO ARRANGE FOR ACCESS TO REACH THE STATION FROM THE
 DB0249'JUNCTION OF INTERSTATE 8 AND AVENUE 3E IN YUMA (EXIT 3 ON INTERSTATE
 DB0249'8) , PROCEED SOUTH ON AVENUE 3E FOR 3.5 KM (2.15 MI) TO THE MAIN GATE
 DB0249'OF THE YUMA MARINE CORPS AIR STATION ON THE RIGHT.  TURN RIGHT AND GO
 DB0249'WESTERLY ON A PAVED STREET FOR 40 M (131.2 FT) TO A T-JUNCTION.  TURN
 DB0249'LEFT AND GO SOUTHWEST AND WEST ON HART STREET FOR 1.0 KM (0.60 MI) TO
 DB0249'A T-JUNCTION.  TURN LEFT AND GO SOUTH THEN WEST ON HALSTEAD AND
 DB0249'SMEDLEY STREETS FOR 0.15 KM (0.10 MI) TO A Y-JUNCTION.  TURN LEFT AND
 DB0249'GO SOUTH FOR 80 M (262.5 FT) TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT
 DB0249'AND GO SOUTHEAST ON THE GRAVEL ROAD FOR 120 M (393.7 FT) TO A SMALL
 DB0249'HILL ON THE RIGHT AND THE STATION AT THE TOP THE STATION IS A STANDARD
 DB0249'SURVEY DISK SET INTO A DRILL HOLE IN THE TOP OF A LARGE CONCRETE SLAB.
 DB0249'THE STATION IS LOCATED 0.43 M (1.41 FT) EAST OF THE WEST EDGE OF THE
 DB0249'SLAB, 0.37 M (1.21 FT) SOUTH OF THE NORTH EDGE OF THE SLAB, AND IS IN
 DB0249'THE NORTHWEST CORNER OF THE SLAB THE STATION IS DESIGNATED AS A
 DB0249'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 DB0249
 DB0249                          STATION RECOVERY (2006)
 DB0249
 DB0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0249'MONUMENT RECOVERED INTACT, BUT SUBJECT TO SPORADIC ENCLOSURE OF BY
 DB0249'MULTIPLE MOBILE MILITARY RADAR UNITS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0251 ***********************************************************************
 DB0251  DESIGNATION -  MARIN RM 1
 DB0251  PID         -  DB0251
 DB0251  STATE/COUNTY-  AZ/YUMA
 DB0251  USGS QUAD   -  YUMA EAST (1994)
 DB0251
 DB0251                         *CURRENT SURVEY CONTROL
 DB0251  ___________________________________________________________________
 DB0251* NAD 83(1986)-  32 39 11.     (N)    114 35 31.     (W)     SCALED    
 DB0251* NAVD 88     -        84.00   (+/-2cm)     275.6    (feet)  VERTCON   
 DB0251  ___________________________________________________________________
 DB0251  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0251
 DB0251.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0251
 DB0251.The horizontal coordinates were scaled from a topographic map and have
 DB0251.an estimated accuracy of +/- 6 seconds.
 DB0251
 DB0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0251.The vertical order pertains to the NGVD 29 superseded value.
 DB0251
 DB0251.The geoid height was determined by GEOID03.
 DB0251
 DB0251;                    North         East    Units  Estimated Accuracy
 DB0251;SPC AZ W     -   183,600.      134,380.      MT  (+/- 180 meters Scaled)
 DB0251
 DB0251                          SUPERSEDED SURVEY CONTROL
 DB0251
 DB0251  NGVD 29 (??/??/??)   83.336  (m)          273.41   (f) ADJUSTED    2 0
 DB0251
 DB0251.Superseded values are not recommended for survey control.
 DB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0251.See file dsdata.txt to determine how the superseded data were derived.
 DB0251
 DB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS258153(NAD 83)
 DB0251_MARKER: DR = REFERENCE MARK DISK
 DB0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0251_STAMPING: MARIN NO 1 1964
 DB0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0251+STABILITY: SURFACE MOTION
 DB0251
 DB0251  HISTORY     - Date     Condition        Report By
 DB0251  HISTORY     - 1964     MONUMENTED       CGS
 DB0251  HISTORY     - 1972     GOOD             NGS
 DB0251  HISTORY     - 19960305 GOOD             CHANCE
 DB0251
 DB0251                          STATION DESCRIPTION
 DB0251
 DB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DB0251'6.6 MI SE FROM YUMA.
 DB0251'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0251'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 1.0
 DB0251'MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 0.6 MILE WEST ALONG
 DB0251'1ST STREET (ENTERING THE MARINE CORPS AIR STATION) THENCE 0.05
 DB0251'MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 0.05 MILE WEST ALONG
 DB0251'AN ASPHALT ROAD, THENCE 0.1 MILE SOUTH ALONG M STREET, THENCE
 DB0251'0.1 MILE EAST ALONG A GRAVELED ROAD, ON THE SUMMIT OF A ROCKY
 DB0251'HILL ABOUT 40 FEET HIGH AND CEMENTED IN A DRILL HOLE IN THE
 DB0251'NORTHEAST CORNER OF AN 18-FOOT SQUARE CONCRETE SLAB.
 DB0251
 DB0251                          STATION RECOVERY (1972)
 DB0251
 DB0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0251'RECOVERED IN GOOD CONDITION.
 DB0251
 DB0251                          STATION RECOVERY (1996)
 DB0251
 DB0251'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 DB0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0252 ***********************************************************************
 DB0252  DESIGNATION -  MARIN RM 2
 DB0252  PID         -  DB0252
 DB0252  STATE/COUNTY-  AZ/YUMA
 DB0252  USGS QUAD   -  YUMA EAST (1994)
 DB0252
 DB0252                         *CURRENT SURVEY CONTROL
 DB0252  ___________________________________________________________________
 DB0252* NAD 83(1986)-  32 39 11.     (N)    114 35 31.     (W)     SCALED    
 DB0252* NAVD 88     -        83.98   (+/-2cm)     275.5    (feet)  VERTCON   
 DB0252  ___________________________________________________________________
 DB0252  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0252
 DB0252.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0252
 DB0252.The horizontal coordinates were scaled from a topographic map and have
 DB0252.an estimated accuracy of +/- 6 seconds.
 DB0252
 DB0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0252.The vertical order pertains to the NGVD 29 superseded value.
 DB0252
 DB0252.The geoid height was determined by GEOID03.
 DB0252
 DB0252;                    North         East    Units  Estimated Accuracy
 DB0252;SPC AZ W     -   183,600.      134,380.      MT  (+/- 180 meters Scaled)
 DB0252
 DB0252                          SUPERSEDED SURVEY CONTROL
 DB0252
 DB0252  NGVD 29 (??/??/??)   83.324  (m)          273.37   (f) ADJUSTED    2 0
 DB0252
 DB0252.Superseded values are not recommended for survey control.
 DB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0252.See file dsdata.txt to determine how the superseded data were derived.
 DB0252
 DB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS258153(NAD 83)
 DB0252_MARKER: DR = REFERENCE MARK DISK
 DB0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0252_STAMPING: MARIN NO 2 1964
 DB0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0252+STABILITY: SURFACE MOTION
 DB0252
 DB0252  HISTORY     - Date     Condition        Report By
 DB0252  HISTORY     - 1964     MONUMENTED       CGS
 DB0252  HISTORY     - 1972     GOOD             NGS
 DB0252  HISTORY     - 19960305 GOOD             CHANCE
 DB0252
 DB0252                          STATION DESCRIPTION
 DB0252
 DB0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DB0252'6.6 MI SE FROM YUMA.
 DB0252'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0252'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 1.0
 DB0252'MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 0.6 MILE WEST ALONG
 DB0252'1ST STREET (ENTERING THE MARINE CORPS AIR STATION) THENCE
 DB0252'0.05 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 0.05 MILE WEST
 DB0252'ALONG AN ASPHALT ROAD, THENCE 0.1 MILE SOUTH ALONG M STREET,
 DB0252'THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD, ON THE SUMMIT OF A
 DB0252'ROCKY HILL ABOUT 40 FEET HIGH AND CEMENTED IN A DRILL HOLE IN
 DB0252'THE SOUTHWEST CORNER OF AN 18-FOOT SQUARE CONCRETE SLAB.
 DB0252
 DB0252                          STATION RECOVERY (1972)
 DB0252
 DB0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0252'RECOVERED IN GOOD CONDITION.
 DB0252
 DB0252                          STATION RECOVERY (1996)
 DB0252
 DB0252'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 DB0252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2278 ***********************************************************************
 DV2278  DESIGNATION -  MARPAZ
 DV2278  PID         -  DV2278
 DV2278  STATE/COUNTY-  AZ/MARICOPA
 DV2278  USGS QUAD   -  GLADDEN (1989)
 DV2278
 DV2278                         *CURRENT SURVEY CONTROL
 DV2278  ___________________________________________________________________
 DV2278* NAD 83(1992)-  33 53 28.02001(N)    113 20 01.01334(W)     ADJUSTED  
 DV2278* NAVD 88     -       655.8    (meters)    2152.     (feet)  VERTCON   
 DV2278  ___________________________________________________________________
 DV2278  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DV2278  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV2278  HORZ ORDER  -  SECOND
 DV2278
 DV2278.The horizontal coordinates were established by classical geodetic methods
 DV2278.and adjusted by the National Geodetic Survey in August 1993.
 DV2278
 DV2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2278
 DV2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2278
 DV2278.The geoid height was determined by GEOID03.
 DV2278
 DV2278;                    North         East     Units Scale Factor Converg.
 DV2278;SPC AZ C     -   321,481.363    82,296.777   MT  1.00011169   -0 47 24.8
 DV2278;SPC AZ C     - 1,054,728.88    270,002.55   iFT  1.00011169   -0 47 24.8
 DV2278;UTM  12      - 3,752,534.698   284,198.415   MT  1.00017413   -1 18 06.4
 DV2278
 DV2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2278!SPC AZ C     -   0.99990179  x   1.00011169  =   1.00001347
 DV2278!UTM  12      -   0.99990179  x   1.00017413  =   1.00007591
 DV2278
 DV2278|---------------------------------------------------------------------|
 DV2278| PID    Reference Object                     Distance      Geod. Az  |
 DV2278|                                                           dddmmss.s |
 DV2278| CS6642 MARPAZ RM 1                           9.570 METERS 02624     |
 DV2278| CS6643 MARPAZ RM 2                           9.530 METERS 28808     |
 DV2278|---------------------------------------------------------------------|
 DV2278
 DV2278                          SUPERSEDED SURVEY CONTROL
 DV2278
 DV2278  NAD 83(1986)-  33 53 28.01801(N)    113 20 01.01642(W) AD(       ) 2
 DV2278  NGVD 29 (11/27/91)  655.0    (m)         2149.     (f) VERT ANG    3  
 DV2278
 DV2278.Superseded values are not recommended for survey control.
 DV2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2278.See file dsdata.txt to determine how the superseded data were derived.
 DV2278
 DV2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8419852535(NAD 83)
 DV2278_MARKER: DS = TRIANGULATION STATION DISK
 DV2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2278+STABILITY: SURFACE MOTION
 DV2278
 DV2278  HISTORY     - Date     Condition        Report By
 DV2278  HISTORY     - 1985     MONUMENTED       AZDT
 DV2278
 DV2278                          STATION DESCRIPTION
 DV2278
 DV2278'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2278'THE STATION IS LOCATED 9-1/2 MILES SOUTHWEST OF AGUILA, 13 MILES
 DV2278'NORTHEAST OF WENDEN AND ALONG THE NORTH SIDE OF U.S. HIGHWAY 60.  IT
 DV2278'IS JUST EAST OF THE MARICOPA/LA PAZ COUNTY LINE.
 DV2278'
 DV2278'THE STATION MARK IS AN AZDT DISK STAMPED---MARPAZ 1985---.  IT IS SET
 DV2278'IN TOP OF A 10 INCH CONCRETE MONUMENT 88 FEET NORTHWEST OF THE CENTER
 DV2278'LINE OF U.S. HIGHWAY 60, 22 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE
 DV2278'AND 4 FEET NORTHWEST OF THE WITNESS POST.
 DV2278'
 DV2278'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MARPAZ RM 1 1985---.  IT IS
 DV2278'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 1 FOOT SOUTHEAST OF THE
 DV2278'RIGHT OF WAY FENCE.
 DV2278'
 DV2278'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MARPAZ RM 2 1985---.  IT IS
 DV2278'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET SOUTHEAST OF THE
 DV2278'RIGHT OF WAY FENCE.
 DV2278'
 DV2278'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL SOUTHWEST
 DV2278'ALONG U.S. HIGHWAY 60 FOR 9.7 MILES TO MILE POST 74.5 AND THE STATION
 DV2278'ON THE RIGHT JUST EAST OF THE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0861 ***********************************************************************
 CY0861  DESIGNATION -  MARSH
 CY0861  PID         -  CY0861
 CY0861  STATE/COUNTY-  AZ/GREENLEE
 CY0861  USGS QUAD   -  HOT WELL (1986)
 CY0861
 CY0861                         *CURRENT SURVEY CONTROL
 CY0861  ___________________________________________________________________
 CY0861* NAD 83(1992)-  32 44 26.18271(N)    109 07 48.90501(W)     ADJUSTED  
 CY0861* NAVD 88     -      1130.4    (meters)    3709.     (feet)  VERTCON   
 CY0861  ___________________________________________________________________
 CY0861  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 CY0861  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY0861  HORZ ORDER  -  SECOND
 CY0861
 CY0861.The horizontal coordinates were established by classical geodetic methods
 CY0861.and adjusted by the National Geodetic Survey in August 1993.
 CY0861
 CY0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0861
 CY0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0861
 CY0861.The geoid height was determined by GEOID03.
 CY0861
 CY0861;                    North         East     Units Scale Factor Converg.
 CY0861;SPC AZ E     -   193,462.255   310,491.265   MT  1.00001630   +0 33 38.1
 CY0861;SPC AZ E     -   634,718.68  1,018,672.13   iFT  1.00001630   +0 33 38.1
 CY0861;UTM  12      - 3,624,077.423   675,186.434   MT  0.99997844   +1 00 41.3
 CY0861
 CY0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0861!SPC AZ E     -   0.99982664  x   1.00001630  =   0.99984294
 CY0861!UTM  12      -   0.99982664  x   0.99997844  =   0.99980508
 CY0861
 CY0861:                Primary Azimuth Mark                     Grid Az
 CY0861:SPC AZ E     -  ARIMEX                                   068 23 51.4
 CY0861:UTM  12      -  ARIMEX                                   067 56 48.2
 CY0861
 CY0861|---------------------------------------------------------------------|
 CY0861| PID    Reference Object                     Distance      Geod. Az  |
 CY0861|                                                           dddmmss.s |
 CY0861| CY1085 ARIMEX                              APPROX. 8.3 KM 0685729.5 |
 CY0861| CY0872 MARSH RM 1                           18.273 METERS 16324     |
 CY0861| CY0871 MARSH RM 2                           18.562 METERS 34302     |
 CY0861|---------------------------------------------------------------------|
 CY0861
 CY0861                          SUPERSEDED SURVEY CONTROL
 CY0861
 CY0861  NAD 83(1986)-  32 44 26.17665(N)    109 07 48.90408(W) AD(       ) 2
 CY0861  NGVD 29 (02/22/88) 1129.7    (m)         3706.     (f) VERT ANG    3  
 CY0861
 CY0861.Superseded values are not recommended for survey control.
 CY0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0861.See file dsdata.txt to determine how the superseded data were derived.
 CY0861
 CY0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7518624077(NAD 83)
 CY0861_MARKER: DS = TRIANGULATION STATION DISK
 CY0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0861+STABILITY: SURFACE MOTION
 CY0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0861+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY0861
 CY0861  HISTORY     - Date     Condition        Report By
 CY0861  HISTORY     - 1983     MONUMENTED       AZDT
 CY0861  HISTORY     - 20061020 GOOD             GEOCAC
 CY0861
 CY0861                          STATION DESCRIPTION
 CY0861
 CY0861'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0861'THE STATION IS LOCATED 2 MILES NORTHWEST OF DUNCAN ALONG U.S. HIGHWAY
 CY0861'70.
 CY0861'
 CY0861'THE STATION MARK IS AN AZDT DISK STAMPED---MARSH 1983---.  IT IS SET
 CY0861'IN TOP OF A 10 INCH CONCRETE MONUMENT, 4 FEET NORTHEAST OF THE WITNESS
 CY0861'POST AND SIGN.
 CY0861'
 CY0861'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MARSH RM 1 1983---.  IT IS
 CY0861'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0861'
 CY0861'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MARSH RM 2 1983---.  IT IS
 CY0861'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0861'
 CY0861'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN, TRAVEL NORTHEAST
 CY0861'ALONG MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN LEFT AND
 CY0861'TRAVEL NORTHEAST ALONG U.S. 70 FOR 1.7 MILES TO A GATE IN THE RIGHT OF
 CY0861'WAY FENCE LINE AT MILE POST 377.2.  PASS THROUGH THE GATE AND TAKE THE
 CY0861'RIGHT FORK FOR 0.1 MILE TO A WHITE GAS LINE GATE ON THE LEFT.  TURN
 CY0861'LEFT THROUGH GATE AND CONTINUE UP GRADE PASSING THROUGH A SECOND GATE
 CY0861'FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL
 CY0861'NORTH AND EAST FOR 0.15 MILE TO A FENCE AND THE STATION.
 CY0861
 CY0861                          STATION RECOVERY (2006)
 CY0861
 CY0861'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0861'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY0861'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CY0861'ALL MARKS ARE DATED 1982 (NOT 1983), AND THE STATION MARK IS 5 FEET
 CY0861'NORTH OF A BARBED WIRE FENCE.
 CY0861' 
 CY0861'THE STATION WAS REACHED BY TRAVELING ALONG U.S. 70 TO MILE POST 376.8
 CY0861'AND PACKING 500 FEET UP THE LOW HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0631 ***********************************************************************
 FQ0631  DESIGNATION -  MARSHALL
 FQ0631  PID         -  FQ0631
 FQ0631  STATE/COUNTY-  AZ/COCONINO
 FQ0631  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0631
 FQ0631                         *CURRENT SURVEY CONTROL
 FQ0631  ___________________________________________________________________
 FQ0631* NAD 83(1992)-  35 08 27.30390(N)    111 30 44.86465(W)     ADJUSTED  
 FQ0631* NAVD 88     -      2198.0    (meters)    7211.     (feet)  VERTCON   
 FQ0631  ___________________________________________________________________
 FQ0631  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FQ0631  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0631  HORZ ORDER  -  SECOND
 FQ0631
 FQ0631.The horizontal coordinates were established by classical geodetic methods
 FQ0631.and adjusted by the National Geodetic Survey in August 1993.
 FQ0631
 FQ0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0631
 FQ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0631
 FQ0631.The geoid height was determined by GEOID03.
 FQ0631
 FQ0631;                    North         East     Units Scale Factor Converg.
 FQ0631;SPC AZ C     -   459,281.112   250,192.117   MT  0.99991671   +0 13 57.6
 FQ0631;SPC AZ C     - 1,506,827.80    820,840.28   iFT  0.99991671   +0 13 57.6
 FQ0631;UTM  12      - 3,888,790.657   453,317.058   MT  0.99962686   -0 17 41.9
 FQ0631
 FQ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0631!SPC AZ C     -   0.99965877  x   0.99991671  =   0.99957551
 FQ0631!UTM  12      -   0.99965877  x   0.99962686  =   0.99928576
 FQ0631
 FQ0631|---------------------------------------------------------------------|
 FQ0631| PID    Reference Object                     Distance      Geod. Az  |
 FQ0631|                                                           dddmmss.s |
 FQ0631| CH3620 MARSHALL RM 1                        19.038 METERS 06410     |
 FQ0631| FQ0606 LOS ANGELES ALBUQ AWY BCN 42        APPROX. 4.1 KM 0704852.1 |
 FQ0631| FQ0604 LOS ANGELES ALBUQ AWY BCN 43 A      APPROX.21.6 KM 0875211.1 |
 FQ0631| CH3619 MARSHALL AZ MK                                     2445808.5 |
 FQ0631| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX.21.8 KM 2702802.5 |
 FQ0631| FQ0673 LOS ANGELES ALBUQ AWY BCN 39 B      APPROX.35.9 KM 2835303.4 |
 FQ0631| FR0857 LOS ANGELES ALBUQ AWY BCN 38 B      APPROX.53.4 KM 2855128.9 |
 FQ0631| FQ0681 WING MOUNTAIN HIGHEST POINT         APPROX.28.7 KM 3005139.0 |
 FQ0631| FQ0634 ELDEN MOUNTAIN LOOKOUT TOWER        APPROX.13.5 KM 3250925.6 |
 FQ0631| CH3621 MARSHALL RM 2                        26.009 METERS 34030     |
 FQ0631|---------------------------------------------------------------------|
 FQ0631
 FQ0631                          SUPERSEDED SURVEY CONTROL
 FQ0631
 FQ0631  NAD 83(1986)-  35 08 27.29930(N)    111 30 44.86471(W) AD(       ) 2
 FQ0631  NAD 27      -  35 08 27.26000(N)    111 30 42.29000(W) AD(       ) 2
 FQ0631  NGVD 29 (07/19/86) 2197.0    (m)         7208.     (f) VERT ANG    3  
 FQ0631
 FQ0631.Superseded values are not recommended for survey control.
 FQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0631.See file dsdata.txt to determine how the superseded data were derived.
 FQ0631
 FQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5331788791(NAD 83)
 FQ0631_MARKER: DS = TRIANGULATION STATION DISK
 FQ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0631
 FQ0631  HISTORY     - Date     Condition        Report By
 FQ0631  HISTORY     - 1936     MONUMENTED       CGS
 FQ0631  HISTORY     - 1958     GOOD             CGS
 FQ0631
 FQ0631                          STATION DESCRIPTION
 FQ0631
 FQ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0631'STATION IS LOCATED ABOUT 9 MILES AIRLINE EAST-SOUTHEAST OF
 FQ0631'FLAGSTAFF, 3 MILES NORTHEAST OF MARSHALL LAKE, 2 MILES SOUTHEAST
 FQ0631'OF RANGER STATION AT WALNUT CANYON NATIONAL MONUMENT, AT THE
 FQ0631'NORTHEAST EDGE OF MESA HEAVILY WOODED WITH PINION.  JUNIPER
 FQ0631'AND PINE, 60 FEET SOUTHWEST OF THE NORTHEAST BRINK OF MESA
 FQ0631'AND BOULDER CLIFF.  THE MARK PROJECTS ABOUT 3 INCHES.
 FQ0631'
 FQ0631'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION IN ROCK
 FQ0631'OUTCROP.
 FQ0631'
 FQ0631'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION IN ROCK
 FQ0631'OUTCROP.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 100.35
 FQ0631'FEET.
 FQ0631'
 FQ0631'THE AZIMUTH MARK IS WEST-SOUTHWEST OF STATION.  IT IS A STANDARD
 FQ0631'AZIMUTH DISK SET AT CENTER OF TRIANGLE BLAZE IN 14-INCH SCRUB
 FQ0631'PINE TREE, AT SMALL OPEN SPACE IN THE WOODS.  THE MARK IS
 FQ0631'VISIBLE AT 64 FEET.  CONSIDERABLE CLEARING IS NECESSARY TO
 FQ0631'MAKE THE MARK VISIBLE FROM THE GROUND.
 FQ0631'
 FQ0631'TO REACH THE STATION FROM FLAGSTAFF, FROM THE UNDERPASS AT
 FQ0631'THE WEST END OF BUSINESS SECTION, GO SOUTH ON U.S. HIGHWAYS
 FQ0631'66 AND 89 AND STATE HIGHWAY 79 FOR 0.4 MILE TO FORKS, TAKE
 FQ0631'LEFT FORK, HIGHWAY 79, FOR 1.7 MILES TO FORKS.  TAKE THE
 FQ0631'LEFT FORK AND GO TOWARDS MORMON AND MARY LAKES FOR 7.2 MILES
 FQ0631'TO LODGE AT LAKE MARY.  CONTINUE ON HIGHWAY TOWARD MORMON LAKE
 FQ0631'FOR 3.0 MILES TO FORKS.  TAKE THE LEFT FORK UPHILL TOWARD
 FQ0631'MARSHALL LAKE FOR 0.5 MILE TO SHARP HAIRPIN TURN LEFT.  TURN
 FQ0631'LEFT AND FOLLOW MAIN-TRAVELED ROAD FOR 1.6 MILES TO FORKS.
 FQ0631'TAKE THE RIGHT FORK ALONG THE EAST SIDE OF MARSHALL LAKE,
 FQ0631'WHICH IS NOW A SWAMPY FLAT, FOR 1.4 MILES TO END OF ROAD.
 FQ0631'CONTINUE NORTH ALONG THE EDGE OF FLAT AND TIMBER FOR 0.5
 FQ0631'MILE TO THE TOP OF DIVIDE AND A TRIANGLE BLAZE ON A PINE
 FQ0631'TREE.  TURN RIGHT AND DRIVE TO TOP OF ROCKY RIDGE, ABOUT 50
 FQ0631'YARDS, THEN GO NORTHEASTERLY THROUGH THE WOODS, VERY
 FQ0631'ROUGH, FOR 1.75 MILES TO NORTHEAST EDGE OF MESA AND STATION.
 FQ0631'ROAD IS VERY ROUGH AND RATHER HEAVILY WOODED,
 FQ0631'NECESSITATING CONSIDERABLE WINDING AROUND WITH TRUCK.
 FQ0631'
 FQ0631'A SIGNAL SHOWN FROM THE GROUND AT TUFA IS VISIBLE AT 25 FEET.
 FQ0631'
 FQ0631'A SIGNAL SHOWN FROM THE GROUND AT MERRIAM IS VISIBLE AT
 FQ0631'20 FEET.
 FQ0631'
 FQ0631'A SIGNAL 10 FEET ABOVE SUNSHINE IS VISIBLE AT 50 FEET.
 FQ0631'
 FQ0631'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET IN SQ. CONCRETE.
 FQ0631'
 FQ0631'BEACON VISIBLE FROM THE GROUND WITH SLIGHT CLEARING.
 FQ0631'
 FQ0631'AZIMUTH MARK IS VISIBLE AT 64-FEET.  IT WILL BE NECESSARY
 FQ0631'TO CLEAR ABOUT 10 TREES TO MAKE IT VISIBLE FROM GROUND.
 FQ0631'
 FQ0631'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 FQ0631
 FQ0631                          STATION RECOVERY (1958)
 FQ0631
 FQ0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0631'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FQ0631'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FQ0631'
 FQ0631'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 FQ0631'
 FQ0631'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF FLAGSTAFF,
 FQ0631'3 MILES NORTHEAST OF MARSHALL LAKE, 2 MILES SOUTHEAST OF THE
 FQ0631'RANGER STATION AT THE WALNUT CANYON NATIONAL MONUMENT, AT THE
 FQ0631'NORTHEAST EDGE OF A MESA HEAVILY WOODED WITH PINON, JUNIPER
 FQ0631'AND PINE.
 FQ0631'
 FQ0631'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0631'FLAGSTAFF, GO WESTERLY FOR 0.7 MILE TO A POINT WHERE U.S. HIGHWAY
 FQ0631'89A TURNS LEFT, TURN LEFT, GO SOUTH ON U.S. HIGHWAY 89A FOR
 FQ0631'2.4 MILES TO A FORK AND SIGN LAKE MARY, TAKE THE LEFT FORK
 FQ0631'AS PER SIGN AND GO SOUTHEAST ON THE PAVED ROAD FOR 6.5 MILES
 FQ0631'TO THE LAKE MARY DAM ON THE RIGHT, CONTINUE ON THE PAVED ROAD
 FQ0631'FOR 2.7 MILES TO A GRADED ROAD LEFT, TURN LEFT, GO UPHILL ON
 FQ0631'THE GRADED ROAD FOR 2.1 MILES TO A Y-FORK AT THE SOUTH END
 FQ0631'OF MARSHALL LAKE, TAKE THE RIGHT FORK AROUND THE EAST SIDE
 FQ0631'OF MARSHALL LAKE FOR 1.2 MILES TO A WIRE GATE, PASS THROUGH
 FQ0631'THE GATE AND CONTINUE NORTH ON THE GRADED ROAD FOR 0.6 MILE
 FQ0631'TO A WIRE GATE, PASS THROUGH THE GATE, TURN SHARP RIGHT AND
 FQ0631'FOLLOW A DIM TRACK ROAD EAST TO THE TOP OF THE MESA AND
 FQ0631'THEN NORTHEAST FOR 1.5 MILES ALONG THE TOP OF THE RIDGE TO
 FQ0631'THE STATION.  THE LAST 1.5 MILES IS VERY ROUGH AND
 FQ0631'BRUSHY.
 FQ0631'
 FQ0631'THE STATION MARK, STAMPED MARSHALL 1936, IS A STANDARD DISK
 FQ0631'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FQ0631'PROJECTS 3 INCHES.  IT IS 60 FEET SOUTHWEST OF THE NORTHEAST
 FQ0631'BRINK OF THE MESA AND BOULDER CLIFF AND 14 FEET SOUTHEAST
 FQ0631'OF A WITNESS SIGN POST.
 FQ0631'
 FQ0631'REFERENCE MARK NO. 1, STAMPED MARSHALL NO 1 1936, IS A STANDARD
 FQ0631'DISK SET IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES AND
 FQ0631'IS 89 FEET EAST OF A WITNESS POST.
 FQ0631'
 FQ0631'REFERENCE MARK NO. 2, STAMPED MARSHALL NO 2 1936, IS A STANDARD
 FQ0631'DISK SET IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES AND
 FQ0631'IS 50 FEET NORTH OF A WITNESS POST.
 FQ0631'
 FQ0631'THE AZIMUTH MARK, STAMPED MARSHALL 1936, IS A STANDARD DISK
 FQ0631'SET IN THE CENTER OF A TRIANGLE BLAZE IN A 14-INCH SCRUB
 FQ0631'PINE TREE ABOUT 3 FEET ABOVE THE GROUND.  IT IS AT THE SOUTH
 FQ0631'SIDE OF A SMALL CLEARING, 7 FEET SOUTHWEST OF THE CENTER
 FQ0631'OF THE TRACK ROAD AND 2 FEET BELOW A WITNESS SIGN THAT IS
 FQ0631'ON THE SAME TREE.
 FQ0631'
 FQ0631'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON
 FQ0631'THE TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1000 ***********************************************************************
 ET1000  DESIGNATION -  MARTIN
 ET1000  PID         -  ET1000
 ET1000  STATE/COUNTY-  AZ/YAVAPAI
 ET1000  USGS QUAD   -  MARTIN MOUNTAIN (1986)
 ET1000
 ET1000                         *CURRENT SURVEY CONTROL
 ET1000  ___________________________________________________________________
 ET1000* NAD 83(1992)-  34 31 23.87425(N)    112 46 23.27400(W)     ADJUSTED  
 ET1000* NAVD 88     -      1962.4    (meters)    6438.     (feet)  VERTCON   
 ET1000  ___________________________________________________________________
 ET1000  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 ET1000  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 ET1000  HORZ ORDER  -  SECOND
 ET1000
 ET1000.The horizontal coordinates were established by classical geodetic methods
 ET1000.and adjusted by the National Geodetic Survey in June 1998.
 ET1000
 ET1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1000
 ET1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1000
 ET1000.The geoid height was determined by GEOID03.
 ET1000
 ET1000;                    North         East     Units Scale Factor Converg.
 ET1000;SPC AZ C     -   391,029.108   134,730.967   MT  0.99997618   -0 29 07.5
 ET1000;SPC AZ C     - 1,282,903.90    442,030.73   iFT  0.99997618   -0 29 07.5
 ET1000;UTM  12      - 3,821,608.188   337,256.689   MT  0.99992646   -1 00 18.5
 ET1000
 ET1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1000!SPC AZ C     -   0.99969635  x   0.99997618  =   0.99967254
 ET1000!UTM  12      -   0.99969635  x   0.99992646  =   0.99962284
 ET1000
 ET1000|---------------------------------------------------------------------|
 ET1000| PID    Reference Object                     Distance      Geod. Az  |
 ET1000|                                                           dddmmss.s |
 ET1000| CH3622 MARTIN RM 1                           3.481 METERS 23007     |
 ET1000| ET0982 GRAY                                APPROX.20.3 KM 2374341.1 |
 ET1000| CH3623 MARTIN RM 2                           6.442 METERS 33212     |
 ET1000|---------------------------------------------------------------------|
 ET1000
 ET1000                          SUPERSEDED SURVEY CONTROL
 ET1000
 ET1000  NAD 83(1992)-  34 31 23.87425(N)    112 46 23.27400(W) AD(       ) 2
 ET1000  NAD 83(1986)-  34 31 23.87279(N)    112 46 23.27657(W) AD(       ) 2
 ET1000  NAD 27      -  34 31 23.78354(N)    112 46 20.63043(W) AD(       ) 2
 ET1000  NGVD 29 (07/19/86) 1961.5    (m)         6435.     (f) VERT ANG    3  
 ET1000
 ET1000.Superseded values are not recommended for survey control.
 ET1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1000.See file dsdata.txt to determine how the superseded data were derived.
 ET1000
 ET1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3725721608(NAD 83)
 ET1000
 ET1000  HISTORY     - Date     Condition        Report By
 ET1000  HISTORY     - 1945     MONUMENTED       USFS
 ET1000  HISTORY     - 1969     GOOD             USGS
 ET1000
 ET1000                          STATION DESCRIPTION
 ET1000
 ET1000'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET1000'LOCATED ABOUT 17 MI. W. OF PRESCOTT.  6 MI. NW. OF SKULL VALLEY POST
 ET1000'OFFICE.  ON THE HIGHEST AND MOST WESTERN TOP OF A GROUP OF TOPS
 ET1000'KNOWN AS MARTIN MTN.
 ET1000'
 ET1000'REACHED BY HELICOPTER.
 ET1000'
 ET1000'TO REACH FROM PRESCOTT TAKE SKULL VALLEY RD. FOR 19.9 MI. TO
 ET1000'JUNCTION WITH RD. NE. (THIS JUNCTION IS 1.4 MI. NORTHEASTERLY FROM
 ET1000'SKULL VALLEY POST OFFICE AND 100 YARDS SW. OF A LARGE ARROYO).
 ET1000'FOLLOW RD. NORTHEASTERLY 1.0 MI. THENCE N. THROUGH A CATTLEGUARD
 ET1000'0.6 MI. TO RD. JUNCTION AT ARROYO.  GO NW. 0.1 MI. TO GATE AT
 ET1000'RANCH.  GO WESTERLY 0.3 MI. TO RD. FORKING OFF TO N., THROUGH A
 ET1000'GATE.  THENCE NORTHWESTERLY 1.6 MI. TO A GATE.  GO THROUGH GATE
 ET1000'AND CONTINUE 0.3 MI. TO ARROYO CROSSING.  TAKE FAINTEST TRACK RD.
 ET1000'NW., 50 FT. N. OF ARROYO, CONTINUE ON TRACK RD. 0.6 MI. TO GATE.
 ET1000'CONTINUE THROUGH GATE AND 0.6 MI. TO ANOTHER GATE.  GO THROUGH GATE
 ET1000'CONTINUE FOR 0.1 MI.  TO A SMALL COBBLE-STONE HUT.  LEAVE TRUCK
 ET1000'AND PROCEED NW. BY W. UP NOSE OF RIDGE ABOUT 1.75 MI. TO
 ET1000'THE SUMMIT AND STATION.
 ET1000'
 ET1000'STATION MARK--U.S. DEPARTMENT OF AGRICULTURE, U.S. FOREST SERVICE
 ET1000'TABLET STAMPED MARTIN 1945 CEMENTED IN ROCK OUTCROP.
 ET1000'
 ET1000'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET1000'NO 1 1969 CEMENTED IN ROCK OUTCROP, 1 FT. ABOVE STATION MARK.
 ET1000'
 ET1000'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET1000'NO 2 1969 CEMENTED IN ROCK OUTCROP, 1.5 FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0402 ***********************************************************************
 FP0402  DESIGNATION -  MARTY
 FP0402  PID         -  FP0402
 FP0402  STATE/COUNTY-  AZ/APACHE
 FP0402  USGS QUAD   -  NAVAJO NORTH (1972)
 FP0402
 FP0402                         *CURRENT SURVEY CONTROL
 FP0402  ___________________________________________________________________
 FP0402* NAD 83(1992)-  35 07 32.29329(N)    109 32 02.87202(W)     ADJUSTED  
 FP0402* NAVD 88     -      1726.527  (meters)    5664.45   (feet)  ADJUSTED  
 FP0402  ___________________________________________________________________
 FP0402  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FP0402  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FP0402  DYNAMIC HT  -        1724.124 (meters)    5656.56  (feet)  COMP
 FP0402  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 FP0402
 FP0402  HORZ ORDER  -  SECOND
 FP0402  VERT ORDER  -  FIRST     CLASS II
 FP0402
 FP0402.The horizontal coordinates were established by classical geodetic methods
 FP0402.and adjusted by the National Geodetic Survey in August 1993.
 FP0402
 FP0402.The orthometric height was determined by differential leveling
 FP0402.and adjusted in June 1991.
 FP0402
 FP0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0402
 FP0402.The geoid height was determined by GEOID03.
 FP0402
 FP0402.The dynamic height is computed by dividing the NAVD 88
 FP0402.geopotential number by the normal gravity value computed on the
 FP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0402.degrees latitude (g = 980.6199 gals.).
 FP0402
 FP0402.The modeled gravity was interpolated from observed gravity values.
 FP0402
 FP0402;                    North         East     Units Scale Factor Converg.
 FP0402;SPC AZ E     -   457,694.309   271,009.248   MT  0.99994095   +0 21 50.2
 FP0402;SPC AZ E     - 1,501,621.75    889,137.95   iFT  0.99994095   +0 21 50.2
 FP0402;UTM  12      - 3,887,959.058   633,563.150   MT  0.99981985   +0 50 36.8
 FP0402
 FP0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0402!SPC AZ E     -   0.99973271  x   0.99994095  =   0.99967368
 FP0402!UTM  12      -   0.99973271  x   0.99981985  =   0.99955261
 FP0402
 FP0402|---------------------------------------------------------------------|
 FP0402| PID    Reference Object                     Distance      Geod. Az  |
 FP0402|                                                           dddmmss.s |
 FP0402| CD4535 MARTY RM 1                           13.665 METERS 04221     |
 FP0402| CD4534 MARTY AZ MK                                        0522617.0 |
 FP0402| CD4536 MARTY RM 2                           24.780 METERS 16040     |
 FP0402| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.10.7 KM 1754722.2 |
 FP0402|---------------------------------------------------------------------|
 FP0402
 FP0402                          SUPERSEDED SURVEY CONTROL
 FP0402
 FP0402  NAD 83(1986)-  35 07 32.28721(N)    109 32 02.87431(W) AD(       ) 2
 FP0402  NAD 27      -  35 07 32.20100(N)    109 32 00.48000(W) AD(       ) 2
 FP0402  NGVD 29 (07/19/86) 1725.61   (m)         5661.4    (f) LEVELING    3  
 FP0402
 FP0402.Superseded values are not recommended for survey control.
 FP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0402.See file dsdata.txt to determine how the superseded data were derived.
 FP0402
 FP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3356387959(NAD 83)
 FP0402_MARKER: DS = TRIANGULATION STATION DISK
 FP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0402_SP_SET: CONCRETE POST
 FP0402_STAMPING: MARTY 1936
 FP0402_MARK LOGO: CGS   
 FP0402_PROJECTION: PROJECTING 20 CENTIMETERS
 FP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0402+STABILITY: SURFACE MOTION
 FP0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0402+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FP0402
 FP0402  HISTORY     - Date     Condition        Report By
 FP0402  HISTORY     - 1936     MONUMENTED       CGS
 FP0402  HISTORY     - 1959     GOOD             CGS
 FP0402  HISTORY     - 1972     GOOD             USGS
 FP0402  HISTORY     - 1982     GOOD             AZDT
 FP0402  HISTORY     - 1983     GOOD             NGS
 FP0402  HISTORY     - 1986     GOOD
 FP0402
 FP0402                          STATION DESCRIPTION
 FP0402
 FP0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0402'ON U.S. HIGHWAY 66, AT THE VILLAGE OF NAVAJO, ON THE NORTH
 FP0402'SIDE OF THE HIGHWAY, OPPOSITE THE INTERSECTION OF A SIDE ROAD
 FP0402'FROM THE SOUTHWEST, 125 YARDS EAST ALONG THE HIGHWAY FROM MARTYS
 FP0402'FILLING STATION, 100 YARDS EAST BY NORTH OF A STANDARD OIL
 FP0402'COMPANY STORAGE TANK, 41.2 FEET NORTH OF THE INTERSECTION
 FP0402'OF THE CENTERLINE OF THE HIGHWAY AND OF THE SIDE ROAD.
 FP0402'
 FP0402'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON THE FENCE
 FP0402'LINE.
 FP0402'
 FP0402'REFERENCE MARK ON. 2 IS SOUTH BY WEST OF THE STATION, AT
 FP0402'SOUTH EDGE OF THE HIGHWAY, 8 FEET NORTHEAST OF HIGHWAY STOP
 FP0402'SIGN.
 FP0402'
 FP0402'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST-SOUTHEAST
 FP0402'OF THE STATION, 0.05 MILE SOUTHEAST ALONG OLD HIGHWAY GRADE
 FP0402'FROM ITS JUNCTION WITH HIGHWAY 66, 13 YARDS SOUTHWEST OF THE
 FP0402'CENTER OF THE OLD GRADE, ON TOP OF THE SOUTHWEST ROAD
 FP0402'BANK.  NAVAJO IS 46 MILES EAST ALONG HIGHWAY 66 FROM HOLBROOK
 FP0402'AND 57 MILES WEST FROM GALLUP.
 FP0402'
 FP0402'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FP0402'IN SQUARE CONCRETE MONUMENTS.
 FP0402'
 FP0402'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FP0402
 FP0402                          STATION RECOVERY (1959)
 FP0402
 FP0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0402'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 FP0402'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FP0402
 FP0402                          STATION RECOVERY (1972)
 FP0402
 FP0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JRM)
 FP0402'ALL MARKS IN GOOD CONDITION- A NEW TO REACH DISCRIPTION FOLLOWS--
 FP0402'
 FP0402'FROM THE NAVAJO POST OFFICE GO WEST ON HIGHWAY ACCESS ROAD
 FP0402'FOR 0.1 MILE TO PAVED ROAD SOUTH, TURN LEFT AND GO SOUTH
 FP0402'FOR 0.35 MILE TO CROSS ROAD TURN LEFT AND FOLLOW OLD HIGHWAY
 FP0402'66 EAST FOR 0.3 MILES TO STATION ON LEFT, 45 FEET NORTH OF THE
 FP0402'ROAD.
 FP0402'
 FP0402'FOUND AS DESCRIBED, ALL MARKS ARE IN GOOD CONDITION.
 FP0402'
 FP0402'SIGNAL IS A WHITE FLUTTER FLAG OVER RED CROSS-TARGET ON A
 FP0402'2 X 2 WOODPOLE COSM.
 FP0402'
 FP0402'SIGNAL DATA--
 FP0402'
 FP0402'TWFF-11.0 FT
 FP0402'
 FP0402'BWFF-8.0 FT
 FP0402'
 FP0402'TFXT-7.8 FT
 FP0402'
 FP0402'BFXT-5.0 FT
 FP0402
 FP0402                          STATION RECOVERY (1982)
 FP0402
 FP0402'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0402'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FP0402'RECOVERED AS DESCRIBED.  THE 1972 ROUTE TO THE STATION IS ADEQUATE.
 FP0402
 FP0402                          STATION RECOVERY (1983)
 FP0402
 FP0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0402'13.3 KM (8.25 MI) SW FROM CHAMBERS.
 FP0402'12.0 KM (7.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0402'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS,
 FP0402'THENCE 0.9 KM (0.55 MI) SOUTHEASTERLY ALONG NAVAJO ROAD, THENCE 0.4 KM
 FP0402'(0.25 MI) NORTHEASTERLY ALONG A PAVED ROAD, 51.2 METERS (168.0 FT)
 FP0402'SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST AND 12.6
 FP0402'METERS (41.3 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 FP0402'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 FP0402'THE MARK IS 1.2 M ABOVE THE ROAD.
 FP0402
 FP0402                          STATION RECOVERY (1986)
 FP0402
 FP0402'RECOVERED 1986
 FP0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2059 ***********************************************************************
 DU2059  DESIGNATION -  MARY
 DU2059  PID         -  DU2059
 DU2059  STATE/COUNTY-  AZ/PINAL
 DU2059  USGS QUAD   -  FLORENCE NE (1966)
 DU2059
 DU2059                         *CURRENT SURVEY CONTROL
 DU2059  ___________________________________________________________________
 DU2059* NAD 83(1992)-  33 12 09.75223(N)    111 20 55.60067(W)     ADJUSTED  
 DU2059* NAVD 88     -       549.4    (meters)    1802.     (feet)  VERTCON   
 DU2059  ___________________________________________________________________
 DU2059  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DU2059  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU2059  HORZ ORDER  -  SECOND
 DU2059
 DU2059.The horizontal coordinates were established by classical geodetic methods
 DU2059.and adjusted by the National Geodetic Survey in August 1993.
 DU2059
 DU2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2059
 DU2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2059
 DU2059.The geoid height was determined by GEOID03.
 DU2059
 DU2059;                    North         East     Units Scale Factor Converg.
 DU2059;SPC AZ C     -   244,374.669   266,304.389   MT  0.99993455   +0 18 39.5
 DU2059;SPC AZ C     -   801,754.16    873,702.06   iFT  0.99993455   +0 18 39.5
 DU2059;UTM  12      - 3,673,813.823   467,493.243   MT  0.99961303   -0 11 27.6
 DU2059
 DU2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2059!SPC AZ C     -   0.99991834  x   0.99993455  =   0.99985290
 DU2059!UTM  12      -   0.99991834  x   0.99961303  =   0.99953140
 DU2059
 DU2059|---------------------------------------------------------------------|
 DU2059| PID    Reference Object                     Distance      Geod. Az  |
 DU2059|                                                           dddmmss.s |
 DU2059| CH5898 MARY RM 1                            13.881 METERS 00212     |
 DU2059| DU2077 DONEY                               APPROX. 7.3 KM 0075143.4 |
 DU2059| CH5899 MARY RM 2                            13.540 METERS 19215     |
 DU2059|---------------------------------------------------------------------|
 DU2059
 DU2059                          SUPERSEDED SURVEY CONTROL
 DU2059
 DU2059  NAD 83(1986)-  33 12 09.74637(N)    111 20 55.60299(W) AD(       ) 2
 DU2059  NAD 27      -  33 12 09.54722(N)    111 20 53.15437(W) AD(       ) 2
 DU2059  NGVD 29 (07/19/86)  548.9    (m)         1801.     (f) VERT ANG    3  
 DU2059
 DU2059.Superseded values are not recommended for survey control.
 DU2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2059.See file dsdata.txt to determine how the superseded data were derived.
 DU2059
 DU2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6749373814(NAD 83)
 DU2059_MARKER: DD = SURVEY DISK
 DU2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2059+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 DU2059
 DU2059  HISTORY     - Date     Condition        Report By
 DU2059  HISTORY     - 1975     MONUMENTED       AZDT
 DU2059  HISTORY     - 19950919 GOOD             USPSQD
 DU2059  HISTORY     - 20070325 GOOD             GEOCAC
 DU2059
 DU2059                          STATION DESCRIPTION
 DU2059
 DU2059'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2059'THE STATION IS LOCATED ABOUT 3.9 MILES SOUTHWEST OF FLORENCE
 DU2059'JUNCTION AND IS 12.1 MILES NORTHEAST OF FLORENCE ALONG
 DU2059'U.S. HWY. 80-89 IN THE WEST RIGHT-OF-WAY.
 DU2059'
 DU2059'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED MARY P AND M
 DU2059'GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2059'DISK IS 92 FEET WEST OF THE HWY. CENTERLINE, 7.2 FEET EAST OF
 DU2059'THE WEST RIGHT-OF-WAY FENCE, 500 FEET NORTH OF RIGHT-OF-WAY
 DU2059'STA--215+07.51, AND IS MARKED BY A WITNESS POST AND SIGN 3.3
 DU2059'FEET WEST.
 DU2059'
 DU2059'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2059'1975 AND IS CEMENTED IN A 10 INCH DIAMETER CONCRETE
 DU2059'MONUMENT.  THE MARK IS 97 FEET WEST OF THE HIGHWAY CENTERLINE
 DU2059'AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 DU2059'
 DU2059'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU2059'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2059'MONUMENT.  THE MARK IS 97 FEET WEST OF THE HIGHWAY CENTERLINE
 DU2059'AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 DU2059'
 DU2059'TO REACH THE STATION FROM FLORENCE JUNCTION, GO SOUTHWEST ON
 DU2059'U.S. HWY. 80-89 FOR 3.85 MILES TO M.P. 146.33 AND TO STATION
 DU2059'IN THE WEST RIGHT-OF-WAY.
 DU2059'
 DU2059'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2059
 DU2059                          STATION RECOVERY (1995)
 DU2059
 DU2059'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2059'RECOVERED IN GOOD CONDITION.
 DU2059
 DU2059                          STATION RECOVERY (2007)
 DU2059
 DU2059'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2011 ***********************************************************************
 DV2011  DESIGNATION -  MARY
 DV2011  PID         -  DV2011
 DV2011  STATE/COUNTY-  AZ/MARICOPA
 DV2011  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2011
 DV2011                         *CURRENT SURVEY CONTROL
 DV2011  ___________________________________________________________________
 DV2011* NAD 83(1992)-  33 31 51.20488(N)    112 03 50.78113(W)     ADJUSTED  
 DV2011* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 DV2011  ___________________________________________________________________
 DV2011  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 DV2011  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DV2011  HORZ ORDER  -  FIRST
 DV2011
 DV2011.The horizontal coordinates were established by classical geodetic methods
 DV2011.and adjusted by the National Geodetic Survey in August 1993.
 DV2011
 DV2011.The orthometric height was scaled from a topographic map.
 DV2011
 DV2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2011
 DV2011.The geoid height was determined by GEOID03.
 DV2011
 DV2011;                    North         East     Units Scale Factor Converg.
 DV2011;SPC AZ C     -   280,635.996   199,665.806   MT  0.99990231   -0 04 53.2
 DV2011;SPC AZ C     -   920,721.77    655,071.54   iFT  0.99990231   -0 04 53.2
 DV2011;UTM  12      - 3,710,650.866   401,193.016   MT  0.99972036   -0 35 16.2
 DV2011
 DV2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2011!SPC AZ C     -   0.99994806  x   0.99990231  =   0.99985038
 DV2011!UTM  12      -   0.99994806  x   0.99972036  =   0.99966844
 DV2011
 DV2011|---------------------------------------------------------------------|
 DV2011| PID    Reference Object                     Distance      Geod. Az  |
 DV2011|                                                           dddmmss.s |
 DV2011| CH5896 MARY RM 1                            19.937 METERS 08719     |
 DV2011| CH5895 MARY AZ MK                                         0883210.5 |
 DV2011| DV2013 PHOENIX RADIO STATION KOY TWR       APPROX. 2.4 KM 1644543.9 |
 DV2011| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.21.9 KM 1795929.1 |
 DV2011| CH5897 MARY RM 2                            15.599 METERS 27126     |
 DV2011|---------------------------------------------------------------------|
 DV2011
 DV2011                          SUPERSEDED SURVEY CONTROL
 DV2011
 DV2011  NAD 83(1986)-  33 31 51.19945(N)    112 03 50.78673(W) AD(       ) 1
 DV2011  NAD 27      -  33 31 51.04930(N)    112 03 48.25020(W) AD(       ) 1
 DV2011
 DV2011.Superseded values are not recommended for survey control.
 DV2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2011.See file dsdata.txt to determine how the superseded data were derived.
 DV2011
 DV2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0119310651(NAD 83)
 DV2011_MARKER: DS = TRIANGULATION STATION DISK
 DV2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2011
 DV2011  HISTORY     - Date     Condition        Report By
 DV2011  HISTORY     - 1963     MONUMENTED       CGS
 DV2011  HISTORY     - 1972     MARK NOT FOUND   USE
 DV2011  HISTORY     - 1973     MARK NOT FOUND   NGS
 DV2011  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DV2011
 DV2011                          STATION DESCRIPTION
 DV2011
 DV2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2011'STATION IS LOCATED ABOUT 4 MILES NORTH OF THE DOWNTOWN BUSINESS
 DV2011'SECTION OF PHOENIX, 1/2 MILE EAST OF THE INTERSECTION OF
 DV2011'NORTH CENTRAL AVENUE AND MARYLAND AVENUE AND IN THE SOUTHEAST
 DV2011'CORNER OF INTERSECTION OF EAST MARYLAND AVENUE AND NORTH 7TH
 DV2011'STREET.
 DV2011'
 DV2011'TO REACH FROM THE INTERSECTION OF NORTH CENTRAL AND MARYLAND
 DV2011'AVENUE, GO EAST ON EAST MARYLAND AVENUE FOR 0.5 MILE TO NORTH
 DV2011'7TH STREET, CONTINUE EAST ON EAST MARYLAND AVENUE FOR 0.05
 DV2011'MILE TO STATION ON RIGHT AS DESCRIBED.
 DV2011'
 DV2011'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED MARY 1963,
 DV2011'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DV2011'WITH THE SURFACE OF THE GROUND.  THE MARK IS 279 FEET
 DV2011'EAST-SOUTHEAST OF CENTER OF INTERSECTION OF EAST MARYLAND AVENUE
 DV2011'AND NORTH 7TH STREET, 74.5 FEET WEST OF UTILITY POLE NO.
 DV2011'100A, 35 FEET SOUTH OF CENTER OF EAST MARYLAND AVENUE
 DV2011'AND 3.4 FEET WEST OF THE WITNESS POST.
 DV2011'
 DV2011'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED MARY
 DV2011'NO 1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV2011'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 33.5 FEET
 DV2011'SOUTH OF THE CENTER OF EAST MARYLAND AVENUE, 62 FEET EAST OF THE
 DV2011'WITNESS POST AND 9.3 FEET WEST-NORTHWEST OF UTILITY POLE
 DV2011'NO. 100A.
 DV2011'
 DV2011'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED MARY NO 2
 DV2011'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV2011'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 228 FEET
 DV2011'EAST-SOUTHEAST OF THE INTERSECTION OF EAST MARYLAND AVENUE
 DV2011'AND NORTH 7TH STREET, 54.7 FEET WEST OF THE WITNESS POST,
 DV2011'35.5 FEET SOUTH OF THE CENTER OF EAST MARYLAND AVENUE AND 34
 DV2011'FEET EAST OF A UTILITY POLE.
 DV2011'
 DV2011'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED MARY 1963,
 DV2011'IS SET IN A DRILL HOLE IN THE NORTHWEST STREET CURB AT THE
 DV2011'INTERSECTION OF NORTH 12TH STREET AND EAST MARYLAND AVENUE.
 DV2011'THE MARK IS 53.8 FEET WEST-NORTHWEST OF THE CENTER OF
 DV2011'INTERSECTION, 25 FEET SOUTHWEST OF POWER POLE NO. 31 AND 23.5 FEET
 DV2011'NORTH OF CENTER OF EAST MARYLAND AVENUE.
 DV2011'
 DV2011'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST
 DV2011'MARYLAND AVENUE FOR 0.45 MILE TO NORTH 12TH STREET AND THE
 DV2011'AZIMUTH MARK IN THE NORTHWEST CORNER OF INTERSECTION AS
 DV2011'DESCRIBED.
 DV2011'
 DV2011'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DV2011
 DV2011                          STATION RECOVERY (1972)
 DV2011
 DV2011'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV2011'THE STATION MARK, R.M. 1 AND R.M. 2 WERE SEARCHED FOR AND NOT
 DV2011'RECOVERED.  THEY WERE EVIDENTLY DESTROYED BY PAVING AND LANDSCAPING
 DV2011'OPERATIONS FOR NEW CONSTRUCTION IN THE AREA.
 DV2011
 DV2011                          STATION RECOVERY (1973)
 DV2011
 DV2011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2011'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED
 DV2011'FOR AND NOT RECOVERED.  THE AZIMUTH MARK WAS FOUND IN GOOD
 DV2011'CONDITION.  PAVING AND LANDSCAPING IN THE AREA HAS BURIED OR
 DV2011'DESTROYED THE MARKS.  THE STATION IS CONSIDERED LOST.
 DV2011'
 DV2011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 DV2011'NORTH OF PHOENIX
 DV2011
 DV2011                          STATION RECOVERY (2007)
 DV2011
 DV2011'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2370 ***********************************************************************
 CZ2370  DESIGNATION -  MARY
 CZ2370  PID         -  CZ2370
 CZ2370  STATE/COUNTY-  AZ/PIMA
 CZ2370  USGS QUAD   -  TUCSON (1992)
 CZ2370
 CZ2370                         *CURRENT SURVEY CONTROL
 CZ2370  ___________________________________________________________________
 CZ2370* NAD 83(1992)-  32 13 54.32681(N)    110 58 59.08916(W)     ADJUSTED  
 CZ2370* NAVD 88     -       715.8    (meters)    2348.     (feet)  VERTCON   
 CZ2370  ___________________________________________________________________
 CZ2370  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CZ2370  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ2370  HORZ ORDER  -  SECOND
 CZ2370
 CZ2370.The horizontal coordinates were established by classical geodetic methods
 CZ2370.and adjusted by the National Geodetic Survey in August 1993.
 CZ2370
 CZ2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2370
 CZ2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2370
 CZ2370.The geoid height was determined by GEOID03.
 CZ2370
 CZ2370;                    North         East     Units Scale Factor Converg.
 CZ2370;SPC AZ C     -   136,946.113   301,347.779   MT  0.99999544   +0 29 52.6
 CZ2370;SPC AZ C     -   449,298.27    988,673.82   iFT  0.99999544   +0 29 52.6
 CZ2370;UTM  12      - 3,566,124.854   501,594.121   MT  0.99960003   +0 00 32.5
 CZ2370
 CZ2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2370!SPC AZ C     -   0.99989221  x   0.99999544  =   0.99988765
 CZ2370!UTM  12      -   0.99989221  x   0.99960003  =   0.99949229
 CZ2370
 CZ2370|---------------------------------------------------------------------|
 CZ2370| PID    Reference Object                     Distance      Geod. Az  |
 CZ2370|                                                           dddmmss.s |
 CZ2370| CR8307 MARY RM 1                            10.932 METERS 16744     |
 CZ2370| CZ0277 STOCKMAN                            APPROX. 3.6 KM 3324106.6 |
 CZ2370| CR8308 MARY RM 2                            12.916 METERS 34840     |
 CZ2370|---------------------------------------------------------------------|
 CZ2370
 CZ2370                          SUPERSEDED SURVEY CONTROL
 CZ2370
 CZ2370  NAD 83(1986)-  32 13 54.32295(N)    110 58 59.08708(W) AD(       ) 2
 CZ2370  NGVD 29 (05/20/88)  715.1    (m)         2346.     (f) VERT ANG    3  
 CZ2370
 CZ2370.Superseded values are not recommended for survey control.
 CZ2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2370.See file dsdata.txt to determine how the superseded data were derived.
 CZ2370
 CZ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0159466125(NAD 83)
 CZ2370_MARKER: DS = TRIANGULATION STATION DISK
 CZ2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2370+STABILITY: SURFACE MOTION
 CZ2370
 CZ2370  HISTORY     - Date     Condition        Report By
 CZ2370  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2370
 CZ2370                          STATION DESCRIPTION
 CZ2370
 CZ2370'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2370'THE STATION IS LOCATED 1.2 MILES NORTHWEST OF DOWNTOWN TUCSON ALONG
 CZ2370'INTERSTATE HIGHWAY 10.
 CZ2370'
 CZ2370'THE STATION MARK IS AN AZDT DISK STAMPED---MARY 1982---.  IT IS SET IN
 CZ2370'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 3 FEET SOUTHWEST OF THE
 CZ2370'EAST BOUND GUARD RAIL AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 CZ2370'
 CZ2370'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MARY RM 1 1982---.  IT IS
 CZ2370'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 3 FEET SOUTHWEST OF
 CZ2370'THE EAST BOUND GUARD RAIL.
 CZ2370'
 CZ2370'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MARY RM 2 1982---.  IT IS
 CZ2370'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET SOUTHWEST OF THE EAST
 CZ2370'BOUND GUARD RAIL.
 CZ2370'
 CZ2370'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND SPEEDWAY BLVD
 CZ2370'TRAFFIC INTERCHANGE IN TUCSON, TRAVEL SOUTHEAST ALONG I 10 FOR 0.3
 CZ2370'MILE TO THE STATION ON THE RIGHT.  THE STATION IS 0.1 MILE WEST OF THE
 CZ2370'ST. MARY ROAD OVERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1247 ***********************************************************************
 CY1247  DESIGNATION -  MAT
 CY1247  PID         -  CY1247
 CY1247  STATE/COUNTY-  AZ/GRAHAM
 CY1247  USGS QUAD   -  EDEN (1985)
 CY1247
 CY1247                         *CURRENT SURVEY CONTROL
 CY1247  ___________________________________________________________________
 CY1247* NAD 83(1992)-  32 55 26.98779(N)    109 57 52.28993(W)     ADJUSTED  
 CY1247* NAVD 88     -       929.06   (+/-2cm)    3048.1    (feet)  VERTCON   
 CY1247  ___________________________________________________________________
 CY1247  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CY1247  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CY1247  HORZ ORDER  -  FIRST
 CY1247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1247
 CY1247.The horizontal coordinates were established by classical geodetic methods
 CY1247.and adjusted by the National Geodetic Survey in August 1993.
 CY1247
 CY1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1247.The vertical order pertains to the NGVD 29 superseded value.
 CY1247
 CY1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1247
 CY1247.The geoid height was determined by GEOID03.
 CY1247
 CY1247;                    North         East     Units Scale Factor Converg.
 CY1247;SPC AZ E     -   213,359.930   232,265.060   MT  0.99990441   +0 06 35.5
 CY1247;SPC AZ E     -   699,999.77    762,024.48   iFT  0.99990441   +0 06 35.5
 CY1247;UTM  12      - 3,643,355.260   596,814.603   MT  0.99971557   +0 33 46.3
 CY1247
 CY1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1247!SPC AZ E     -   0.99985842  x   0.99990441  =   0.99976285
 CY1247!UTM  12      -   0.99985842  x   0.99971557  =   0.99957404
 CY1247
 CY1247|---------------------------------------------------------------------|
 CY1247| PID    Reference Object                     Distance      Geod. Az  |
 CY1247|                                                           dddmmss.s |
 CY1247| CC6906 MAT RM 1                             16.947 METERS 00351     |
 CY1247| CC6905 MAT AZ MK                                          0553039.0 |
 CY1247| CC6907 MAT RM 2                              9.500 METERS 09259     |
 CY1247|---------------------------------------------------------------------|
 CY1247
 CY1247                          SUPERSEDED SURVEY CONTROL
 CY1247
 CY1247  NAD 83(1986)-  32 55 26.98371(N)    109 57 52.29045(W) AD(       ) 1
 CY1247  NAD 27      -  32 55 26.75800(N)    109 57 49.99100(W) AD(       ) 1
 CY1247  NGVD 29 (??/??/92)  928.44   (m)         3046.1    (f) COMPUTED    2 0
 CY1247
 CY1247.Superseded values are not recommended for survey control.
 CY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1247.See file dsdata.txt to determine how the superseded data were derived.
 CY1247
 CY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9681543355(NAD 83)
 CY1247_MARKER: DS = TRIANGULATION STATION DISK
 CY1247_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CY1247_SP_SET: PREFAB CONC. POST IN EARTH
 CY1247_STAMPING: MAT 1945
 CY1247_MARK LOGO: CGS   
 CY1247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1247+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1972
 CY1247
 CY1247  HISTORY     - Date     Condition        Report By
 CY1247  HISTORY     - 1945     MONUMENTED       CGS
 CY1247  HISTORY     - 1945     GOOD             CGS
 CY1247  HISTORY     - 19720127 GOOD             USGS
 CY1247
 CY1247                          STATION DESCRIPTION
 CY1247
 CY1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1247'STATION IS LOCATED BY APPROXIMATE AIR LINE DISTANCES--8 MILES
 CY1247'WNW OF PIMA, 8 MILES S OF FT. THOMAS, ON THE NW SIDE OF THE
 CY1247'FORT GRANT-ARAVAIPA ROAD, AND 3.9 MILES BY ROAD SW OF U.S.
 CY1247'HIGHWAY 70.
 CY1247'
 CY1247'TO REACH THE STATION FROM THE HIGH SCHOOL IN PIMA, GO N
 CY1247'THEN W ON U.S. HIGHWAY 70 FOR 6.5 MILES TO A GRADED GRAVEL ROAD
 CY1247'LEFT AT A SIGN FT GRANT 47.  TURN LEFT OFF THE HIGHWAY AND
 CY1247'FOLLOW THE GRADED ROAD SW 2.5 MILES TO THE AZIMUTH MARK ON
 CY1247'A SMALL KNOLL ON THE RIGHT.  CONTINUE FOR 1.4 MILES TO THE
 CY1247'STATION ON THE RIGHT.
 CY1247'
 CY1247'STATION IS 38 FEET NW OF THE CENTER OF THE GRADED ROAD AND 9.9
 CY1247'FEET NW OF A 4- BY 4-INCH WHITE WITNESS POST.  IT IS MARKED BY
 CY1247'A BRONZE STATION DISK SET IN A SQUARE CONCRETE POST WHICH
 CY1247'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED MAT
 CY1247'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CY1247'
 CY1247'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1247'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 CY1247'AND IS STAMPED MAT NO 1 1945.  IT IS N OF THE STATION AND ON
 CY1247'ABOUT THE SAME LEVEL.
 CY1247'
 CY1247'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1247'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY1247'AND IS STAMPED MAT NO 2 1945.  IT IS E OF THE STATION, ON
 CY1247'ABOUT THE SAME LEVEL, AND 19 FEET NW OF THE CENTER OF THE GRADED
 CY1247'ROAD.
 CY1247'
 CY1247'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE
 CY1247'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1247'MAT 1945.  IT IS NE OF THE STATION, 258 FEET NW OF THE CENTER
 CY1247'OF THE GRADED ROAD, ABOUT 8 FEET HIGHER ON A SMALL KNOLL, AND
 CY1247'11.8 FEET SW OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1247
 CY1247                          STATION RECOVERY (1945)
 CY1247
 CY1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 CY1247'RECOVERED IN GOOD CONDITION.
 CY1247
 CY1247                          STATION RECOVERY (1972)
 CY1247
 CY1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CY1247'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1247'ALONG U S HIGHWAY 70, THENCE 3.6 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1247'350 FEET NORTHEAST OF A JUNCTION WITH AN ABANDONED ROAD, 42 FEET
 CY1247'NORTHWEST OF THE CENTERLINE OF THE ABANDONED ROAD, 32 FEET SOUTHEAST
 CY1247'AND 3 FEET HIGHER THAN THE CENTERLINE OF THE GRADED ROAD, 3 FEET
 CY1247'NORTH OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1122 ***********************************************************************
 ET1122  DESIGNATION -  MAT
 ET1122  PID         -  ET1122
 ET1122  STATE/COUNTY-  AZ/YAVAPAI
 ET1122  USGS QUAD   -  KING CANYON (1979)
 ET1122
 ET1122                         *CURRENT SURVEY CONTROL
 ET1122  ___________________________________________________________________
 ET1122* NAD 83(1992)-  34 46 02.08801(N)    112 15 15.82665(W)     ADJUSTED  
 ET1122* NAVD 88     -      1923.4    (meters)    6310.     (feet)  VERTCON   
 ET1122  ___________________________________________________________________
 ET1122  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 ET1122  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 ET1122  HORZ ORDER  -  THIRD
 ET1122
 ET1122.The horizontal coordinates were established by classical geodetic methods
 ET1122.and adjusted by the National Geodetic Survey in August 1993.
 ET1122
 ET1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1122
 ET1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1122
 ET1122.The geoid height was determined by GEOID03.
 ET1122
 ET1122;                    North         East     Units Scale Factor Converg.
 ET1122;SPC AZ C     -   417,807.463   182,445.262   MT  0.99991178   -0 11 33.3
 ET1122;SPC AZ C     - 1,370,759.39    598,573.69   iFT  0.99991178   -0 11 33.3
 ET1122;UTM  12      - 3,847,948.732   385,207.849   MT  0.99976241   -0 42 55.4
 ET1122
 ET1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1122!SPC AZ C     -   0.99970218  x   0.99991178  =   0.99961399
 ET1122!UTM  12      -   0.99970218  x   0.99976241  =   0.99946467
 ET1122
 ET1122|---------------------------------------------------------------------|
 ET1122| PID    Reference Object                     Distance      Geod. Az  |
 ET1122|                                                           dddmmss.s |
 ET1122| CS3981 MAT RM 1                             10.061 METERS 01935     |
 ET1122| CS3982 MAT RM 2                             22.403 METERS 09837     |
 ET1122| ET0882 GLASSFORD                           APPROX.22.9 KM 2103942.5 |
 ET1122|---------------------------------------------------------------------|
 ET1122
 ET1122                          SUPERSEDED SURVEY CONTROL
 ET1122
 ET1122  NAD 83(1986)-  34 46 02.08523(N)    112 15 15.82398(W) AD(       ) 3
 ET1122  NGVD 29 (04/23/90) 1922.5    (m)         6307.     (f) VERT ANG    3  
 ET1122
 ET1122.Superseded values are not recommended for survey control.
 ET1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1122.See file dsdata.txt to determine how the superseded data were derived.
 ET1122
 ET1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8520847949(NAD 83)
 ET1122_MARKER: DS = TRIANGULATION STATION DISK
 ET1122_SETTING: 66 = SET IN ROCK OUTCROP
 ET1122_SP_SET: SET IN BEDROCK
 ET1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1122+STABILITY: POSITION/ELEVATION WELL
 ET1122
 ET1122  HISTORY     - Date     Condition        Report By
 ET1122  HISTORY     - 1943     MONUMENTED       USGS
 ET1122  HISTORY     - 1973     GOOD             USGS
 ET1122
 ET1122                          STATION DESCRIPTION
 ET1122
 ET1122'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1122'LOCATED 15 MI N. AND 13 MI E. OF PRESCOTT, ABOUT 11 MI E. OF
 ET1122'COPPER, A STATION ON SANTA FE RAILWAY.  AT NORTHEAST CORNER OF
 ET1122'LONESOME VALLEY, ON HIGHEST AND WEST END OF TOP OF ST. MATTHEWS
 ET1122'MOUNTAIN.
 ET1122'
 ET1122'STATION MARK--STANDARD TABLET STAMPED---MAT 1943---, CEMENTED IN
 ET1122'SOLID ROCK ABOUT 15 FT E. OF WEST END OF TOP.
 ET1122'
 ET1122'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 ET1122'
 ET1122'RM 2--CENTER OF EXISTING CAIRN ON LOWER AND EAST END OF TOP.
 ET1122
 ET1122                          STATION RECOVERY (1973)
 ET1122
 ET1122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET1122'RECOVERED AS DESCRIBED BY USGS.
 ET1122'
 ET1122'TO REACH FROM POST OFFICE IN CHINO VALLEY, GO 1 BLOCK E. TO STATE
 ET1122'HWY. 89.  TURN LEFT 1.0 MI TO RD. TO PERKINSVILLE.  TURN RIGHT 6.8
 ET1122'MI TO RD. FORK.  TURN RIGHT 6.3 MI TO TRACK RD. LEFT.  FOLLOW TRACK
 ET1122'RD. CROSS-COUNTRY N. AND NW. ABOUT 0.7 MI TO END OF TRUCK TRAVEL.
 ET1122'PACK N. AND NW. TO HIGHEST POINT OF ST. MATTHEWS MOUNTAIN.  ABOUT
 ET1122'A 1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1768 ***********************************************************************
 CZ1768  DESIGNATION -  MAVERICK
 CZ1768  PID         -  CZ1768
 CZ1768  STATE/COUNTY-  AZ/GRAHAM
 CZ1768  USGS QUAD   -  RHODES PEAK (1972)
 CZ1768
 CZ1768                         *CURRENT SURVEY CONTROL
 CZ1768  ___________________________________________________________________
 CZ1768* NAD 83(1992)-  32 42 14.62316(N)    110 25 21.43590(W)     ADJUSTED  
 CZ1768* NAVD 88     -      2134.8    (meters)    7004.     (feet)  VERTCON   
 CZ1768  ___________________________________________________________________
 CZ1768  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 CZ1768  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CZ1768  HORZ ORDER  -  FIRST
 CZ1768
 CZ1768.The horizontal coordinates were established by classical geodetic methods
 CZ1768.and adjusted by the National Geodetic Survey in August 1993.
 CZ1768
 CZ1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1768
 CZ1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1768
 CZ1768.The geoid height was determined by GEOID03.
 CZ1768
 CZ1768;                    North         East     Units Scale Factor Converg.
 CZ1768;SPC AZ E     -   188,963.718   189,363.069   MT  0.99990710   -0 08 17.9
 CZ1768;SPC AZ E     -   619,959.70    621,269.91   iFT  0.99990710   -0 08 17.9
 CZ1768;UTM  12      - 3,618,627.331   554,116.058   MT  0.99963611   +0 18 43.1
 CZ1768
 CZ1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1768!SPC AZ E     -   0.99966923  x   0.99990710  =   0.99957636
 CZ1768!UTM  12      -   0.99966923  x   0.99963611  =   0.99930546
 CZ1768
 CZ1768|---------------------------------------------------------------------|
 CZ1768| PID    Reference Object                     Distance      Geod. Az  |
 CZ1768|                                                           dddmmss.s |
 CZ1768| CC6909 MAVERICK RM 1                         4.945 METERS 00040     |
 CZ1768| CC6910 MAVERICK RM 2                         3.370 METERS 07639     |
 CZ1768| CC6911 MAVERICK RM 3                         4.288 METERS 18542     |
 CZ1768| CZ1722 TIGER MUN TANK                      APPROX.24.6 KM 2704656.6 |
 CZ1768| CC6908 MAVERICK AZ MK                                     2801654.8 |
 CZ1768|---------------------------------------------------------------------|
 CZ1768
 CZ1768                          SUPERSEDED SURVEY CONTROL
 CZ1768
 CZ1768  NAD 83(1986)-  32 42 14.62037(N)    110 25 21.43214(W) AD(       ) 1
 CZ1768  NAD 27      -  32 42 14.37900(N)    110 25 19.10800(W) AD(       ) 1
 CZ1768  NGVD 29 (07/19/86) 2134.0    (m)         7001.     (f) VERT ANG    3  
 CZ1768
 CZ1768.Superseded values are not recommended for survey control.
 CZ1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1768.See file dsdata.txt to determine how the superseded data were derived.
 CZ1768
 CZ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5411618627(NAD 83)
 CZ1768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ1768_SETTING: 80 = SET IN A BOULDER
 CZ1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1768+STABILITY: SURFACE MOTION
 CZ1768
 CZ1768  HISTORY     - Date     Condition        Report By
 CZ1768  HISTORY     - 1946     MONUMENTED       USGS
 CZ1768  HISTORY     - 1946     GOOD             USGS
 CZ1768  HISTORY     - 1947     GOOD             CGS
 CZ1768
 CZ1768                          STATION DESCRIPTION
 CZ1768
 CZ1768'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CZ1768'STATION WAS NOT OCCUPIED BUT WAS OBSERVED ON FROM STATIONS
 CZ1768'EUREKA, PADDY, AND PLATEAU (U.S.G.S.).  THE RECONNAISSANCE
 CZ1768'DESCRIPTION WAS ADEQUATE FOR REACHING THE STATION.
 CZ1768'
 CZ1768'STATION MARK IS ABOUT 13 MILES ESE OF MAMMOTH, 4 MILES ESE
 CZ1768'OF SOMBRERO BUTTE POST OFFICE, ON THE HIGHEST POINT OF MAVERICK
 CZ1768'MOUNTAIN IN THE CROOK NATIONAL FOREST.  IT IS A STANDARD
 CZ1768'U.S.G.S. DISK, STAMPED MAVERICK 1937, AND SET IN A DRILL HOLE
 CZ1768'IN BEDROCK.
 CZ1768'
 CZ1768'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 CZ1768'IT IS 16.27 FEET FROM STATION  N 00 DEG 38 MIN E.
 CZ1768'
 CZ1768'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY DISK IN A BOULDER.
 CZ1768'IT IS 11.08 FEET  N 76 DEG 44 MIN E.
 CZ1768'
 CZ1768'REFERENCE MARK 3, A BRONZE REFERENCE DISK, STAMPED MAVERICK
 CZ1768'USGS NO 3 1946, IS 8 PACES S OF STATION, IN DRILL HOLE IN
 CZ1768'BOULDER.
 CZ1768'
 CZ1768'THE AZIMUTH MARK IS 3/4 MILE W OF STATION, 6 PACES E OF TRAIL,
 CZ1768'1 PACE E OF CAIRN, 11 PACES N OF TRIANGULAR BLAZE ON TREE
 CZ1768'ON LEFT OF TRAIL, 50 YARDS BEFORE REACHING SECOND GATE.  A
 CZ1768'BRONZE AZIMUTH DISK, STAMPED MAVERICK USGS 1946, IN DRILL HOLE
 CZ1768'IN BOULDER.
 CZ1768'
 CZ1768'NOT OCCUPIED.
 CZ1768
 CZ1768                          STATION RECOVERY (1946)
 CZ1768
 CZ1768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 CZ1768'RECOVERED IN GOOD CONDITION.
 CZ1768'
 CZ1768'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 0.7 MI E.
 CZ1768'ACROSS SAN PEDRO RIVER TO X-RDS.  TURN RIGHT 3.2 MI S. TO COPPER
 CZ1768'CREEK RD.  TURN LEFT UP COPPER CREEK 9.6 MI TO T-RD.  TURN RIGHT
 CZ1768'0.3 MI TO FORK, TAKE LEFT FORK 1.5 MI TO VERGIL MERCERS RANCH.
 CZ1768'WALK A LITTLE S. OF DUE E. UP MOUNTAIN TO SADDLE.  TO S. ALONG
 CZ1768'FENCE TO HIGHEST POINT AND STATION.
 CZ1768'
 CZ1768'RM 3--NGS RM DISK STAMPED---MAVERICK USGS NO 3 1946---, CEMENTED IN
 CZ1768'BOULDER.
 CZ1768
 CZ1768                          STATION RECOVERY (1947)
 CZ1768
 CZ1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1768'THE STATION IS LOCATED IN THE CROOK NATIONAL FOREST ABOUT
 CZ1768'13 MILES AIR LINE EAST-SOUTHEAST OF MAMMOTH AND ABOUT 4 MILES
 CZ1768'EAST-SOUTHEAST OF THE SOMBRERO BUTTE POST OFFICE ON WHAT IS
 CZ1768'KNOWN AS MAVERICK MT.  IT IS ON THE HIGHEST POINT OF A SHARP
 CZ1768'PEAK, SET IN THE SIDE OF A LARGE BOULDER.  THE MARK IS ABOUT
 CZ1768'4 INCHES ABOVE THE GROUND AND IS STAMPED MAVERICK 1947.
 CZ1768'
 CZ1768'REFERENCE MARK NO. 1 IS A COPPER NAIL AND WASHER CEMENTED
 CZ1768'IN THE EAST FACE OF A BOULDER APPROXIMATELY THE SAME ELEVATION
 CZ1768'AS THE STATION.  IT IS ABOUT 1 FOOT ABOVE THE GROUND AND THE
 CZ1768'WASHER IS STAMPED U.S.G.S. B.M.
 CZ1768'
 CZ1768'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE DISK APPROXIMATELY
 CZ1768'2 FEET LOWER THAN THE STATION, SET IN TOP OF A 3 FOOT BOULDER AND
 CZ1768'STAMPED 2.
 CZ1768'
 CZ1768'REFERENCE MARK NO. 3 1947 IS ABOUT 5 FEET LOWER THAN THE STATION
 CZ1768'ON THE EAST FACE OF PEAK, PROJECTS 10 INCHES AND IS STAMPED
 CZ1768'MAVERICK USGS NO 3 1946.
 CZ1768'
 CZ1768'THE AZIMUTH MARK IS LOCATED ALONG THE TRAIL TO STATION, ABOUT
 CZ1768'50 YARDS BEFORE REACHING THE SECOND GATE MENTIONED IN DESCRIPTION,
 CZ1768'11 PACES NORTH OF A TRIANGLE BLAZE ON TREE ON THE LEFT, 6 PACES
 CZ1768'EAST OF THE TRAIL, 1 PACE EAST OF A CAIRN, PROJECTS 3 INCHES
 CZ1768'AND IS STAMPED MAVERICK USGS 1946.
 CZ1768'
 CZ1768'TO REACH FROM THE MERCER RANCH WHICH IS LOCATED ABOUT 16 MILES
 CZ1768'EAST-SOUTHEAST OF MAMMOTH.  PACK EAST TOWARD THE LONG RIDGE
 CZ1768'FORMED BY THE CANYON TO THE NORTH AND THE ONE TO THE SOUTH,
 CZ1768'THIS RIDGE IS COVERED WITH SCRUB TREES AT THE LOWER END.  THE
 CZ1768'FOREST SERVICE HAS BUILT A TRAIL BUT IT DOES NOT BECOME
 CZ1768'VISABLE UNTIL YOU ARE ABOUT HALF WAY TO TOP OF SADDLE AND ABOUT
 CZ1768'1.5 MILES FROM THE HOUSE.  THIS TRAIL GOES THROUGH A GATE
 CZ1768'IN THE SADDLE AT THE HEAD OF THE SOUTH CANYON.  FROM GATE
 CZ1768'IN SADDLE FOLLOW TRAIL SOUTHERLY KEEPING TO LEFT OF SMALL
 CZ1768'PEAKS AND FENCE LINE TO A SECOND GATE ABOUT 1.5 MILES FROM
 CZ1768'THE FIRST GATE AND AZIMUTH MARK AS DESCRIBED ABOVE.  DO NOT
 CZ1768'PASS THROUGH THIS GATE BUT CONTINUE AROUND THE HILL ON THE
 CZ1768'LEFT (N) SIDE OF FENCE LINE TO THE HIGHEST POINT AND
 CZ1768'STATION SITE.
 CZ1768'
 CZ1768'THE MERCER RANCH IS VERY PROMINENT AND WILL FURNISH HORSES AND
 CZ1768'DIRECT YOU TO STATION, A 4 HOUR HORSE PACK AND CAN BE MADE IN
 CZ1768'APPROXIMATELY THE SAME TIME ON FOOT WITH A LIGHT LOAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0793 ***********************************************************************
 DT0793  DESIGNATION -  MAVERICK
 DT0793  PID         -  DT0793
 DT0793  STATE/COUNTY-  AZ/APACHE
 DT0793  USGS QUAD   -  ODART MTN (1978)
 DT0793
 DT0793                         *CURRENT SURVEY CONTROL
 DT0793  ___________________________________________________________________
 DT0793* NAD 83(1992)-  33 37 30.69787(N)    109 41 13.12734(W)     ADJUSTED  
 DT0793* NAVD 88     -      2465.5    (meters)    8089.     (feet)  VERTCON   
 DT0793  ___________________________________________________________________
 DT0793  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 DT0793  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DT0793  HORZ ORDER  -  SECOND
 DT0793
 DT0793.The horizontal coordinates were established by classical geodetic methods
 DT0793.and adjusted by the National Geodetic Survey in August 1993.
 DT0793
 DT0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0793
 DT0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0793
 DT0793.The geoid height was determined by GEOID03.
 DT0793
 DT0793;                    North         East     Units Scale Factor Converg.
 DT0793;SPC AZ E     -   291,188.049   257,865.204   MT  0.99992441   +0 15 56.3
 DT0793;SPC AZ E     -   955,341.37    846,014.45   iFT  0.99992441   +0 15 56.3
 DT0793;UTM  12      - 3,721,372.324   621,788.674   MT  0.99978286   +0 43 37.9
 DT0793
 DT0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0793!SPC AZ E     -   0.99961682  x   0.99992441  =   0.99954126
 DT0793!UTM  12      -   0.99961682  x   0.99978286  =   0.99939976
 DT0793
 DT0793:                Primary Azimuth Mark                     Grid Az
 DT0793:SPC AZ E     -  ODART LOOKOUT TOWER                      016 54 11.7
 DT0793:UTM  12      -  ODART LOOKOUT TOWER                      016 26 30.1
 DT0793
 DT0793|---------------------------------------------------------------------|
 DT0793| PID    Reference Object                     Distance      Geod. Az  |
 DT0793|                                                           dddmmss.s |
 DT0793| DT0794 ODART LOOKOUT TOWER                 APPROX.12.0 KM 0171008.0 |
 DT0793| DT0732 BIG LAKE LOOKOUT TOWER              APPROX.38.0 KM 0460632.4 |
 DT0793| DT0792 MAVERICK LOOKOUT TOWER               28.401 METERS 16426     |
 DT0793| CD2305 MAVERICK RM 1                        29.130 METERS 17847     |
 DT0793| CD2306 MAVERICK RM 2                        24.073 METERS 25822     |
 DT0793| CD2304 MAVERICK AZ MK                                     3513631.9 |
 DT0793|---------------------------------------------------------------------|
 DT0793
 DT0793                          SUPERSEDED SURVEY CONTROL
 DT0793
 DT0793  NAD 83(1986)-  33 37 30.69510(N)    109 41 13.13010(W) AD(       ) 2
 DT0793  NAD 27      -  33 37 30.50480(N)    109 41 10.80320(W) AD(       ) 2
 DT0793  NGVD 29 (07/19/86) 2464.5    (m)         8086.     (f) VERT ANG    3  
 DT0793
 DT0793.Superseded values are not recommended for survey control.
 DT0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0793.See file dsdata.txt to determine how the superseded data were derived.
 DT0793
 DT0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2178921372(NAD 83)
 DT0793_MARKER: DS = TRIANGULATION STATION DISK
 DT0793_SETTING: 80 = SET IN A BOULDER
 DT0793_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0793
 DT0793  HISTORY     - Date     Condition        Report By
 DT0793  HISTORY     - 1958     MONUMENTED       CGS
 DT0793  HISTORY     - 1960     GOOD             CGS
 DT0793
 DT0793                          STATION DESCRIPTION
 DT0793
 DT0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0793'THE STATION IS LOCATED ON THE SUMMIT OF A ROCK AND TIMBER
 DT0793'COVERED HILL WHICH IS ALSO OCCUPIED BY THE MAVERICK LOOKOUT
 DT0793'TOWER, ABOUT 22 MILES SOUTHEAST OF WHITERIVER, ABOUT 12 MILES
 DT0793'SOUTHWEST OF MAVERICK AND 93.18 FEET NORTH-NORTHWEST OF THE
 DT0793'LOOKOUT TOWER.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE
 DT0793'OF THE GROUND AND IS STAMPED MAVERICK 1958.
 DT0793'
 DT0793'REFERENCE MARK NO. 1 IS 13 FEET WEST OF THE SOUTHWEST LEG OF
 DT0793'THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES ABOVE THE
 DT0793'SURROUNDING SURFACE AND IS STAMPED MAVERICK NO 1 1958.
 DT0793'
 DT0793'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE NORTHWEST GUY
 DT0793'WIRE ANCHOR OF THE LOOKOUT TOWER.  THE MARK IS SET FLUSH WITH
 DT0793'THE SURROUNDING SURFACE AND IS STAMPED MAVERICK NO 2 1958.
 DT0793'
 DT0793'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF A WIRE GATE,
 DT0793'15 FEET WEST OF THE CENTER OF THE BLADED ROAD AND 3 FEET NORTH
 DT0793'OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES ABOVE THE SURFACE
 DT0793'OF THE GROUND AND IS STAMPED MAVERICK 1958.
 DT0793'
 DT0793'MAVERICK LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A
 DT0793'GLASS ENCLOSED CAB, COLORED GRAY AND IS ABOUT 90 FEET IN OVERALL
 DT0793'HEIGHT.  THE CENTER OF THE TOWER WAS THE POINT INTERSECTED.
 DT0793'
 DT0793'TO REACH THE STATION FROM THE POST OFFICE IN MAVERICK, GO
 DT0793'SOUTH ON THE GRADED ROAD FOR 0.15 MILE TO A T-JUNCTION AND A
 DT0793'SIGN TONTO LAKE, TURN RIGHT AND GO WESTERLY FOR 0.55 MILE TO
 DT0793'A FORK, TAKE THE LEFT FORK CROSSING RAILROAD TRACK AND GO
 DT0793'3.5 MILES TO A FORK, TAKE THE LEFT FORK AND GO 2.2 MILES TO A
 DT0793'FORK, TAKE THE LEFT FORK AND GO 3.4 MILES TO A FORK, TAKE
 DT0793'THE LEFT FORK AND GO 0.65 MILE TO A FORK, TAKE THE LEFT FORK
 DT0793'AND PASS THROUGH THE WIRE GATE AND GO WEST FOR 1.25 MILES
 DT0793'TO A FORK, TAKE THE LEFT FORK AND GO 3.3 MILES TO A WIRE GATE
 DT0793'AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE AHEAD ON THE
 DT0793'MAIN BLADED ROAD FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK
 DT0793'AND GO 0.5 MILE TO THE LOOKOUT TOWER AND THE STATION AS
 DT0793'DESCRIBED.
 DT0793
 DT0793                          STATION RECOVERY (1960)
 DT0793
 DT0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0793'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DT0793'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN VERY GOOD
 DT0793'CONDITION.  THE ORIGINAL TO REACH WAS ADEQUATE.  A DIFFERENCE
 DT0793'IN THE HORIZONTAL DIRECTION TO REFERENCE MARK NO. 1 WAS
 DT0793'FOUND.  A NEW BOX SCORE FOLLOWS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0792 ***********************************************************************
 DT0792  DESIGNATION -  MAVERICK LOOKOUT TOWER
 DT0792  PID         -  DT0792
 DT0792  STATE/COUNTY-  AZ/APACHE
 DT0792  USGS QUAD   -  MAVERICK SW (1978)
 DT0792
 DT0792                         *CURRENT SURVEY CONTROL
 DT0792  ___________________________________________________________________
 DT0792* NAD 83(1992)-  33 37 29.80983(N)    109 41 12.83176(W)     ADJUSTED  
 DT0792* NAVD 88     -      2466.     (meters)    8091.     (feet)  SCALED    
 DT0792  ___________________________________________________________________
 DT0792  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 DT0792  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DT0792  HORZ ORDER  -  THIRD
 DT0792
 DT0792.The horizontal coordinates were established by classical geodetic methods
 DT0792.and adjusted by the National Geodetic Survey in August 1993.
 DT0792
 DT0792.The orthometric height was scaled from a topographic map.
 DT0792
 DT0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0792
 DT0792.The geoid height was determined by GEOID03.
 DT0792
 DT0792;                    North         East     Units Scale Factor Converg.
 DT0792;SPC AZ E     -   291,160.726   257,872.948   MT  0.99992442   +0 15 56.4
 DT0792;SPC AZ E     -   955,251.73    846,039.86   iFT  0.99992442   +0 15 56.4
 DT0792;UTM  12      - 3,721,345.068   621,796.638   MT  0.99978288   +0 43 38.0
 DT0792
 DT0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0792!SPC AZ E     -   0.99961674  x   0.99992442  =   0.99954119
 DT0792!UTM  12      -   0.99961674  x   0.99978288  =   0.99939970
 DT0792
 DT0792                          SUPERSEDED SURVEY CONTROL
 DT0792
 DT0792  NAD 83(1986)-  33 37 29.80708(N)    109 41 12.83447(W) AD(       ) 4
 DT0792  NAD 27      -  33 37 29.61700(N)    109 41 10.50800(W) AD(       ) 3
 DT0792
 DT0792.Superseded values are not recommended for survey control.
 DT0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0792.See file dsdata.txt to determine how the superseded data were derived.
 DT0792
 DT0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2179721345(NAD 83)
 DT0792_MARKER: 57 = LOOKOUT TOWER
 DT0792
 DT0792  HISTORY     - Date     Condition        Report By
 DT0792  HISTORY     - 1958     FIRST OBSERVED   CGS
 DT0792
 DT0792                          STATION DESCRIPTION
 DT0792
 DT0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DT0792'THE STATION IS LOCATED ON THE SUMMIT OF A ROCK AND TIMBER
 DT0792'COVERED HILL WHICH IS ALSO OCCUPIED BY THE MAVERICK LOOKOUT
 DT0792'TOWER, ABOUT 22 MILES SOUTHEAST OF WHITERIVER, ABOUT 12 MILES
 DT0792'SOUTHWEST OF MAVERICK AND 93.18 FEET NORTH-NORTHWEST OF THE
 DT0792'LOOKOUT TOWER.
 DT0792'
 DT0792'MAVERICK LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A
 DT0792'GLASS ENCLOSED CAB, COLORED GRAY AND IS ABOUT 90 FEET IN OVERALL
 DT0792'HEIGHT.  THE CENTER OF THE TOWER WAS THE POINT INTERSECTED.
 DT0792'
 DT0792'TO REACH THE STATION FROM THE POST OFFICE IN MAVERICK, GO
 DT0792'SOUTH ON THE GRADED ROAD FOR 0.15 MILE TO A T-JUNCTION AND A
 DT0792'SIGN TONTO LAKE, TURN RIGHT AND GO WESTERLY FOR 0.55 MILE TO
 DT0792'A FORK, TAKE THE LEFT FORK CROSSING RAILROAD TRACK AND GO
 DT0792'3.5 MILES TO A FORK, TAKE THE LEFT FORK AND GO 2.2 MILES TO A
 DT0792'FORK, CONTINUE AHEAD ON THE
 DT0792'MAIN BLADED ROAD FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK
 DT0792'AND GO 0.5 MILE TO THE LOOKOUT TOWER AND THE STATION AS
 DT0792'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0915 ***********************************************************************
 ET0915  DESIGNATION -  MAYER
 ET0915  PID         -  ET0915
 ET0915  STATE/COUNTY-  AZ/YAVAPAI
 ET0915  USGS QUAD   -  MAYER (1974)
 ET0915
 ET0915                         *CURRENT SURVEY CONTROL
 ET0915  ___________________________________________________________________
 ET0915* NAD 83(1992)-  34 23 53.06458(N)    112 13 33.10322(W)     ADJUSTED  
 ET0915* NAVD 88     -      1344.4    (meters)    4411.     (feet)  VERTCON   
 ET0915  ___________________________________________________________________
 ET0915  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ET0915  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ET0915  HORZ ORDER  -  SECOND
 ET0915
 ET0915.The horizontal coordinates were established by classical geodetic methods
 ET0915.and adjusted by the National Geodetic Survey in August 1993.
 ET0915
 ET0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0915
 ET0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0915
 ET0915.The geoid height was determined by GEOID03.
 ET0915
 ET0915;                    North         East     Units Scale Factor Converg.
 ET0915;SPC AZ C     -   376,849.464   184,931.783   MT  0.99990996   -0 10 28.8
 ET0915;SPC AZ C     - 1,236,382.76    606,731.57   iFT  0.99990996   -0 10 28.8
 ET0915;UTM  12      - 3,806,976.046   387,321.965   MT  0.99975650   -0 41 33.4
 ET0915
 ET0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0915!SPC AZ C     -   0.99979318  x   0.99990996  =   0.99970316
 ET0915!UTM  12      -   0.99979318  x   0.99975650  =   0.99954973
 ET0915
 ET0915|---------------------------------------------------------------------|
 ET0915| PID    Reference Object                     Distance      Geod. Az  |
 ET0915|                                                           dddmmss.s |
 ET0915| CH3624 MAYER RM 1                            7.340 METERS 13205     |
 ET0915| ET0916 TANK                                APPROX. 0.8 KM 2514107.4 |
 ET0915| CH3625 ROUTE 69 MP 270.53                    5.566 METERS 30212     |
 ET0915|---------------------------------------------------------------------|
 ET0915
 ET0915                          SUPERSEDED SURVEY CONTROL
 ET0915
 ET0915  NAD 83(1986)-  34 23 53.06032(N)    112 13 33.10234(W) AD(       ) 2
 ET0915  NAD 27      -  34 23 52.96278(N)    112 13 30.51762(W) AD(       ) 2
 ET0915  NGVD 29 (07/19/86) 1343.6    (m)         4408.     (f) VERT ANG    3  
 ET0915
 ET0915.Superseded values are not recommended for survey control.
 ET0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0915.See file dsdata.txt to determine how the superseded data were derived.
 ET0915
 ET0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8732206976(NAD 83)
 ET0915_MARKER: DD = SURVEY DISK
 ET0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0915+STABILITY: SURFACE MOTION
 ET0915
 ET0915  HISTORY     - Date     Condition        Report By
 ET0915  HISTORY     - 1980     MONUMENTED       AZDT
 ET0915  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 ET0915
 ET0915                          STATION DESCRIPTION
 ET0915
 ET0915'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0915'THE STATION IS LOCATED IN MAYER ON TOP OF A CUT BANK BETWEEN THE
 ET0915'HIGHWAY AND THE SMOKESTACK.
 ET0915'
 ET0915'THE STATION MARK IS AN ADOT DISK STAMPED MAYER 1980.  IT IS SET IN TOP
 ET0915'OF A CONCRETE MONUMENT ABOUT 20 FEET EAST OF THE HIGHEST POINT ON
 ET0915'RIDGE BELOW THE FENCELINE.  96 FEET NORTH OF THE HIGHWAY CENTERLINE.
 ET0915'
 ET0915'REFERENCE MARK 1 IS AN ADOT DISK STAMPED MAYER RM 1 1980.  IT IS SET
 ET0915'IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0915'
 ET0915'REFERENCE MARK 2 IS AN AHD DISK STAMPED 1345 MP 270.53 1973.  IT IS
 ET0915'SET IN A ROCK OUTCROP 96 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ET0915'
 ET0915'TO REACH THE STATION FROM THE POST OFFICE IN MAYER TRAVEL EAST ALONG
 ET0915'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND
 ET0915'TRAVEL SOUTHEAST ALONG SR 69 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ET0915
 ET0915                          STATION RECOVERY (2004)
 ET0915
 ET0915'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0981 ***********************************************************************
 ES0981  DESIGNATION -  MAZATZAL
 ES0981  PID         -  ES0981
 ES0981  STATE/COUNTY-  AZ/GILA
 ES0981  USGS QUAD   -  MAZATZAL PEAK (1972)
 ES0981
 ES0981                         *CURRENT SURVEY CONTROL
 ES0981  ___________________________________________________________________
 ES0981* NAD 83(1992)-  34 03 45.43128(N)    111 27 41.49450(W)     ADJUSTED  
 ES0981* NAVD 88     -      2410.4    (meters)    7908.     (feet)  VERTCON   
 ES0981  ___________________________________________________________________
 ES0981  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 ES0981  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ES0981  HORZ ORDER  -  FIRST
 ES0981
 ES0981.The horizontal coordinates were established by classical geodetic methods
 ES0981.and adjusted by the National Geodetic Survey in August 1993.
 ES0981
 ES0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0981
 ES0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0981
 ES0981.The geoid height was determined by GEOID03.
 ES0981
 ES0981;                    North         East     Units Scale Factor Converg.
 ES0981;SPC AZ E     -   340,355.706    93,830.656   MT  1.00007607   -0 43 31.2
 ES0981;SPC AZ E     - 1,116,652.58    307,843.36   iFT  1.00007607   -0 43 31.2
 ES0981;UTM  12      - 3,769,195.249   457,410.178   MT  0.99962236   -0 15 30.6
 ES0981
 ES0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0981!SPC AZ E     -   0.99962593  x   1.00007607  =   0.99970197
 ES0981!UTM  12      -   0.99962593  x   0.99962236  =   0.99924843
 ES0981
 ES0981|---------------------------------------------------------------------|
 ES0981| PID    Reference Object                     Distance      Geod. Az  |
 ES0981|                                                           dddmmss.s |
 ES0981| CH3627 MAZATZAL RM                           6.298 METERS 06758     |
 ES0981| ES0996 TURRET PEAK                         APPROX.42.5 KM 2990427.2 |
 ES0981| CH3628 MAZATZAL RM 2                         7.280 METERS 33349     |
 ES0981| CH3626 MAZATZAL AZ MK                                     3550351.1 |
 ES0981|---------------------------------------------------------------------|
 ES0981
 ES0981                          SUPERSEDED SURVEY CONTROL
 ES0981
 ES0981  NAD 83(1986)-  34 03 45.42506(N)    111 27 41.49943(W) AD(       ) 1
 ES0981  NAD 27      -  34 03 45.29000(N)    111 27 39.00800(W) AD(       ) 1
 ES0981  NGVD 29 (07/19/86) 2409.6    (m)         7905.     (f) VERT ANG    3  
 ES0981
 ES0981.Superseded values are not recommended for survey control.
 ES0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0981.See file dsdata.txt to determine how the superseded data were derived.
 ES0981
 ES0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5741069195(NAD 83)
 ES0981_MARKER: DS = TRIANGULATION STATION DISK
 ES0981_SETTING: 80 = SET IN A BOULDER
 ES0981_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ES0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0981+STABILITY: SURFACE MOTION
 ES0981
 ES0981  HISTORY     - Date     Condition        Report By
 ES0981  HISTORY     - 1919     MONUMENTED       CGS
 ES0981  HISTORY     - 1924     GOOD             CGS
 ES0981  HISTORY     - 1946     GOOD             CGS
 ES0981  HISTORY     - 1966     GOOD             USGS
 ES0981
 ES0981                          STATION DESCRIPTION
 ES0981
 ES0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 ES0981'ON THE BOUNDARY LINE BETWEEN GILA AND YAVAPAI COUNTIES, ON THE
 ES0981'HIGHEST POINT OF THE MAZATZAL MOUNTAINS, ABOUT 11 MILES DIRECT AND
 ES0981'18 MILES BY ROAD AND TRAIL SOUTHWEST OF PAYSON AND 9 MILES BY
 ES0981'TRAIL FROM THE H-BAR RANCH (DESERTED), WHICH IS ON THE
 ES0981'ROOSEVELT-PAYSON WAGON ROAD.  STATION IS BEST REACHED FROM H-BAR
 ES0981'RANCH BY WAY OF BARNHARDTS CANYON.  MARKED BY A STANDARD BRONZE
 ES0981'DISK.  THE REFERENCE MARK, A STANDARD
 ES0981'BRONZE REFERENCE DISK, IS 6.28 METERS (20.6 FEET) FROM
 ES0981'STATION.
 ES0981
 ES0981                          STATION RECOVERY (1946)
 ES0981
 ES0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0981'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  A NEW
 ES0981'REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED.
 ES0981'
 ES0981'THE STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 14 MILES
 ES0981'SOUTH-SOUTHEAST OF PAYSON, AND 16 MILES NORTH-NORTHWEST OF TONTO.
 ES0981'IT IS ON THE BOUNDARY LINE BETWEEN GILA AND YAVAPAI COUNTIES,
 ES0981'ON THE SOUTHERN-MOST AND HIGHEST POINT OF MAZATZAL PEAK.  THIS
 ES0981'PEAK IS COMMONLY KNOWN AS MATAZAL MOUNTAIN.
 ES0981'
 ES0981'REACHED BY WAY OF THE BARNHART TRAIL OF THE FOREST SERVICE,
 ES0981'WHICH BEGINS AT THE H-BAR RANCH OF C.L. CHILSON.  A SIGN AT T-ROAD
 ES0981'RIGHT, 10 MILES SOUTH OF PAYSON ON ROOSEVELT ROAD AND AT FOOT OF
 ES0981'OX BOW HILL, DIRECTS TO CHILSON RANCH AND BARNHART TRAIL.  TRAIL
 ES0981'TAKES OFF ROAD ABOUT 0.1 MILE BEFORE REACHING THE RANCH.  FOLLOW
 ES0981'THIS TRAIL ROAD 4.0 MILES TO LOADING RAMP AND GATE.  LEAVE
 ES0981'TRUCK, GO THROUGH GATE, AND FOLLOW HORSE TRAIL ABOUT 2-1/2 HOURS
 ES0981'TO SUMMIT OF SADDLE.  CONTINUE ALONG TRAIL AS IT LEADS DOWN
 ES0981'WEST SIDE OF SADDLE ABOUT 1/4 MILE, TO TRAIL FORKS AND SMALL SIGN
 ES0981'ON LEFT.  TURN LEFT AND FOLLOW THIS TRAIL SOUTHERLY ALONG RIDGE
 ES0981'TO SUMMIT OF HIGHEST PEAK AND STATION.  LAST PART OF THIS
 ES0981'SECTION OF TRAIL IS DIM, BUT IS MARKED BY BLAZES ON TREES AND
 ES0981'SMALL CAIRNS.
 ES0981'
 ES0981'STATION IS ON HIGH, ROCKY POINT THAT HAS SHEER SIDE ON WEST AND
 ES0981'SLOPES STEEPLY IN OTHER DIRECTIONS.  IT IS ABOUT 5 FEET EAST OF A
 ES0981'CAIRN.  A STANDARD TRIANGULATION STATION DISK, STAMPED MAZATAL
 ES0981'1919, CEMENTED IN A DEPRESSION IN A BOULDER THAT IS EMBEDDED IN THE
 ES0981'GROUND.
 ES0981'
 ES0981'REFERENCE MARK NO. 1 IS 6.298 METERS, OR 20.668 FEET EAST-NORTHEAST
 ES0981'OF THE STATION (THIS DISTANCE GIVEN AS 6.28 METERS IN 1924
 ES0981'RECOVERY NOTE).  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 ES0981'MAZATZAL 1919, CEMENTED IN A DRILL HOLE IN A BOULDER, WHICH
 ES0981'PROJECTS 2-1/2 FEET.
 ES0981'
 ES0981'REFERENCE MARK NO. 2 IS THE MARK ESTABLISHED BY THIS PARTY.
 ES0981'IT IS NORTH-NORTHWEST OF THE STATION.  A STANDARD REFERENCE MARK
 ES0981'DISK, STAMPED MAZATZAL 1919, CEMENTED IN A DRILL HOLE IN A BOULDER
 ES0981'THAT PROJECTS 8 INCHES ABOVE GROUND.
 ES0981'
 ES0981'THE AZIMUTH MARK IS ON THE ROCKY PEAK ABOUT 1/4 MILE NORTH OF
 ES0981'THE STATION AND LOWER.  IT IS ABOUT 150 FEET EAST OF THE HIGHEST
 ES0981'POINT OF THIS PEAK, 12 FEET NORTH OF EDGE OF BLUFF, AND 6 FEET
 ES0981'NORTHWEST OF A 3-FT. CAIRN.  MARK IS A STANDARD AZIMUTH MARK DISK,
 ES0981'STAMPED MAZATZAL 1919, CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH
 ES0981'WITH GROUND.
 ES0981
 ES0981                          STATION RECOVERY (1966)
 ES0981
 ES0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0981'RECOVERED AS DESCRIBED.  RMS NOT SEARCHED FOR BECAUSE OF SNOW.
 ES0981'
 ES0981'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0595 ***********************************************************************
 FP0595  DESIGNATION -  MCCARRELL
 FP0595  PID         -  FP0595
 FP0595  STATE/COUNTY-  AZ/APACHE
 FP0595  USGS QUAD   -  NAVAJO NORTH (1972)
 FP0595
 FP0595                         *CURRENT SURVEY CONTROL
 FP0595  ___________________________________________________________________
 FP0595* NAD 83(1992)-  35 13 52.75657(N)    109 33 09.02145(W)     ADJUSTED  
 FP0595* NAVD 88     -      1921.     (meters)    6302.     (feet)  SCALED    
 FP0595  ___________________________________________________________________
 FP0595  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 FP0595  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 FP0595  HORZ ORDER  -  FIRST
 FP0595
 FP0595.The horizontal coordinates were established by classical geodetic methods
 FP0595.and adjusted by the National Geodetic Survey in August 1993.
 FP0595
 FP0595.The orthometric height was scaled from a topographic map.
 FP0595
 FP0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0595
 FP0595.The geoid height was determined by GEOID03.
 FP0595
 FP0595;                    North         East     Units Scale Factor Converg.
 FP0595;SPC AZ E     -   469,407.898   269,262.138   MT  0.99993850   +0 21 15.5
 FP0595;SPC AZ E     - 1,540,052.16    883,405.96   iFT  0.99993850   +0 21 15.5
 FP0595;UTM  12      - 3,899,656.155   631,718.154   MT  0.99981382   +0 50 06.5
 FP0595
 FP0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0595!SPC AZ E     -   0.99970216  x   0.99993850  =   0.99964068
 FP0595!UTM  12      -   0.99970216  x   0.99981382  =   0.99951603
 FP0595
 FP0595|---------------------------------------------------------------------|
 FP0595| PID    Reference Object                     Distance      Geod. Az  |
 FP0595|                                                           dddmmss.s |
 FP0595| CD4540 MCCARRELL RM 3                        7.844 METERS 07408     |
 FP0595| FP0586 LOS ANGELES ALBUQ AWY BCN 54 A      APPROX.31.0 KM 1331242.8 |
 FP0595| CD4537 MCCARRELL AZ MK                                    1524800.2 |
 FP0595| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.22.5 KM 1734331.5 |
 FP0595| CD4538 MCCARRELL RM 1                        8.456 METERS 25227     |
 FP0595| CD4539 MCCARRELL RM 2                        7.316 METERS 32746     |
 FP0595|---------------------------------------------------------------------|
 FP0595
 FP0595                          SUPERSEDED SURVEY CONTROL
 FP0595
 FP0595  NAD 83(1986)-  35 13 52.75197(N)    109 33 09.02439(W) AD(       ) 1
 FP0595  NAD 27      -  35 13 52.67200(N)    109 33 06.61800(W) AD(       ) 1
 FP0595
 FP0595.Superseded values are not recommended for survey control.
 FP0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0595.See file dsdata.txt to determine how the superseded data were derived.
 FP0595
 FP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3171899656(NAD 83)
 FP0595_MARKER: DS = TRIANGULATION STATION DISK
 FP0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0595
 FP0595  HISTORY     - Date     Condition        Report By
 FP0595  HISTORY     - 1936     MONUMENTED       CGS
 FP0595  HISTORY     - 1959     GOOD             CGS
 FP0595  HISTORY     - 1972     GOOD             USGS
 FP0595
 FP0595                          STATION DESCRIPTION
 FP0595
 FP0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FP0595'STATION IS ABOUT 8 MILES NORTH OF NAVAJO AND 7 MILES NORTHWEST
 FP0595'OF CHAMBERS, ON THE HIGHEST PART OF THE LARGE FLAT PLATEAU
 FP0595'WHICH EXTENDS SOUTH FROM THE NAVAJO RESERVATION, ABOUT 0.7
 FP0595'MILE NORTH BY WEST OF THE ROAD WHICH RUNS WESTERLY FROM
 FP0595'BERT MC CARRELLS RANCH HOUSE AT A POINT ABOUT 0.1 MILE WEST
 FP0595'OF THE PONT WHERE IT TOPS OUT ON THE PLATEAU, AND IN A BARE
 FP0595'SANDY SPOT NEAR THE NORTHEAST END OF A SMALL RIDGE.  THERE
 FP0595'IS HIGHER GROUND ON THE PLATEAU OUTSIDE THE LIMITS OF THIS
 FP0595'AREA.
 FP0595'
 FP0595'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHEAST OF THE STATION,
 FP0595'105 YARDS NORTH OF THE ROAD WHERE IT REACHES THE TOP OF THE
 FP0595'PLATEAU, AND ON THE SOUTHWEST END OF A SMALL KNOLL.
 FP0595'
 FP0595'TO REACH FROM CHAMBERS (WHICH IS ON U.S. HIGHWAY 66 ABOUT
 FP0595'7 MILES EAST OF NAVAJO) GO WEST ON HIGHWAY 66 FROM FILLING
 FP0595'STATION 0.1 MILE TO T-ROAD NORTH AND SIGN GANADO MISSION.
 FP0595'TURN RIGHT AND GO NORTH ON IMPROVED DIRT ROAD 2.1 MILES, TURN
 FP0595'LEFT, PASS THROUGH GATE IN WEST FENCE LINE, AND FOLLOW TRACK
 FP0595'ROAD WEST TO BERT MC CARRELLS RANCH HOUSE AT 1.2 MILES.  PASS
 FP0595'THROUGH WESTERLY OF TWO GATES IN EAST-WEST FENCE LINE SOUTH
 FP0595'OF HOUSE, TURN RIGHT AND FOLLOW TRACK ROAD RUNNING WEST ALONG
 FP0595'SOUTH SIDE OF FENCE FOR 0.7 MILE TO A Y.  BEAR LEFT AND GO
 FP0595'0.4 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD 0.3 MILE
 FP0595'TO A Y.  BEAR LEFT AND GO 3.8 MILES, WESTERLY, TO THE TOP
 FP0595'OF THE DIVIDE WHERE THE PAINTED DESERT IS VISIBLE TO THE WEST.
 FP0595'AZIMUTH MARK IS 105 YARDS NORTH OF ROAD AT THIS POINT.
 FP0595'CONTINUE WEST 0.1 MILE THEN TURN RIGHT AND DRIVE ACROSS
 FP0595'COUNTRY IN A NORTHWESTERLY DIRECTION TO TOP OF HIGHEST
 FP0595'GREEN RIDGE WITH PINONS, AND STATION AT 0.7 MILE.
 FP0595'
 FP0595'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FP0595'IN SQUARE CONCRETE MONUMENTS.
 FP0595
 FP0595                          STATION RECOVERY (1959)
 FP0595
 FP0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0595'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 FP0595'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 FP0595'BEEN DESTROYED AND REFERENCE MARK NO. 3 WAS ESTABLISHED.
 FP0595'
 FP0595'THE STATION IS ABOUT 8 MILES NORTH OF NAVAJO, 7 MILES NORTHWEST
 FP0595'OF CHAMBERS ON A LARGE FLAT PLATEAU, AND 0.7 MILE NORTH OF
 FP0595'A DIRT ROAD THAT RUNS WESTERLY FROM BERT MC CARRELLS RANCH.
 FP0595'
 FP0595'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERS, GO
 FP0595'NORTH ON A MACADAM ROAD FOR 0.8 MILE TO A STOCK GUARD ON
 FP0595'THE LEFT.  TURN LEFT, WEST, CROSS THE STOCK GUARD AND FOLLOW THE
 FP0595'BLADED ROAD WEST AND NORTHWEST 2.2 MILES TO THE HOME OF BERT
 FP0595'MC CARRELL.  CONTINUE AHEAD, NORTH, 0.1 MILE TO A METAL
 FP0595'FRAME GATE.  PASS THROUGH GATE, TURN LEFT, WEST, AND GO ABOUT
 FP0595'20 YARDS TO A HEAVY WOOD GATE ON THE LEFT, SOUTH, SIDE OF
 FP0595'THE ROAD.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 FP0595'WEST FOR 5.1 MILES TO THE TOP OF THE PLATEAU.  FROM HERE THE
 FP0595'AZIMUTH MARK IS ABOUT 300 FEET NORTH OF THE ROAD.  CONTINUE
 FP0595'AHEAD, WEST, FOR 0.5 MILE.  TURN RIGHT, NORTH, ACROSS
 FP0595'COUNTRY FOR 0.7 MILE TO THE HIGHEST POINT IN THE VICINITY
 FP0595'AND THE STATION.
 FP0595'
 FP0595'THE STATION MARK, STAMPED MC CARRELL 1936, IS A STANDARD DISK
 FP0595'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FP0595'PROJECTS 3 INCHES.  IT IS 8.6 FEET WEST OF THE WITNESS POST.
 FP0595'
 FP0595'REFERENCE MARK NO. 2, STAMPED MC CARRELL NO 2 1936, IS A
 FP0595'STANDARD DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0595'THAT PROJECTS 3 INCHES.  IT IS 22.6 FEET NORTH OF THE WITNESS
 FP0595'POST.
 FP0595'
 FP0595'REFERENCE MARK NO. 3, STAMPED MC CARRELL NO 3 1936, IS A
 FP0595'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FP0595'THAT PROJECTS 3 INCHES.  IT IS 19.5 FEET EAST OF THE WITNESS
 FP0595'POST.
 FP0595'
 FP0595'THE AZIMUTH MARK, STAMPED MC CARRELL 1936, IS A STANDARD DISK
 FP0595'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0595'7 INCHES.  IT IS 300 FEET NORTH OF THE TRACK ROAD LEADING
 FP0595'WEST FROM BERT MC CARRELLS RANCH AND 0.7 MILE SOUTHEAST OF
 FP0595'THE STATION.
 FP0595
 FP0595                          STATION RECOVERY (1972)
 FP0595
 FP0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JRM)
 FP0595'FROM INTERSTATE 40 AT CHAMBERS OVERPASS GO NORTH 0.9 MILES
 FP0595'ON STATE HIGHWAY 63 TO THE MAIN GATE OF THE NAVAJO TRIBAL
 FP0595'RANCH ON LEFT OF THE HIGHWAY, PASS THROUGH GATE GO 2.1 MILES
 FP0595'TO RANCH HEADQUARTERS AND CONTINUE NORTH 0.1 MILE TO GATE.
 FP0595'PASS THROUGH GATE TURN LEFT GO WEST TOWARDS BUNK HOUSE 0.1
 FP0595'MILE TO GATE ON YOUR LEFT AGAIN PASS THROUGH GATE TURN RIGHT
 FP0595'GO WEST 2.2 MILES TO Y-ROAD, GO LEFT 3.1 MILES TO Y-ROAD
 FP0595'(TRACK RD) GO RIGHT 0.6 MILES TO TOP OF RIDGE LEAVE ROAD GO
 FP0595'NE (RIGHT) 0.1 MILE OF RIDGE TO STATION.
 FP0595'
 FP0595'FOUND AS DESCRIBED, ALL MARKS ARE IN GOOD CONDITION.
 FP0595'
 FP0595'SIGNAL IF WHITE FLUTTER FLAG OVER RED CROSS-TARGET ON A 1 X 3
 FP0595'WOODPOLE COSM.
 FP0595'
 FP0595'SIGNAL DATA--
 FP0595'
 FP0595'TWF-11.0 FT
 FP0595'
 FP0595'BWFF-8.0 FT
 FP0595'
 FP0595'TFXT-7.8 FT
 FP0595'
 FP0595'BFXT-5.0 FT
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0135 ***********************************************************************
 FR0135  DESIGNATION -  MCCLELLAN
 FR0135  PID         -  FR0135
 FR0135  STATE/COUNTY-  AZ/COCONINO
 FR0135  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0135
 FR0135                         *CURRENT SURVEY CONTROL
 FR0135  ___________________________________________________________________
 FR0135* NAD 83(1992)-  35 13 20.25380(N)    112 16 22.97838(W)     ADJUSTED  
 FR0135* NAVD 88     -      2021.727  (meters)    6632.95   (feet)  ADJUSTED  
 FR0135  ___________________________________________________________________
 FR0135  LAPLACE CORR-           7.60  (seconds)                    DEFLEC99
 FR0135  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FR0135  DYNAMIC HT  -        2018.898 (meters)    6623.67  (feet)  COMP
 FR0135  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 FR0135
 FR0135  HORZ ORDER  -  SECOND
 FR0135  VERT ORDER  -  FIRST     CLASS II
 FR0135
 FR0135.The horizontal coordinates were established by classical geodetic methods
 FR0135.and adjusted by the National Geodetic Survey in August 1993.
 FR0135
 FR0135.The orthometric height was determined by differential leveling
 FR0135.and adjusted in June 1991.
 FR0135.WARNING-Repeat measurements at this control monument indicate possible
 FR0135.vertical movement.
 FR0135
 FR0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0135
 FR0135.The geoid height was determined by GEOID03.
 FR0135
 FR0135.The dynamic height is computed by dividing the NAVD 88
 FR0135.geopotential number by the normal gravity value computed on the
 FR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0135.degrees latitude (g = 980.6199 gals.).
 FR0135
 FR0135.The modeled gravity was interpolated from observed gravity values.
 FR0135
 FR0135;                    North         East     Units Scale Factor Converg.
 FR0135;SPC AZ C     -   468,291.678   180,917.861   MT  0.99991297   -0 12 20.0
 FR0135;SPC AZ C     - 1,536,390.02    593,562.54   iFT  0.99991297   -0 12 20.0
 FR0135;UTM  12      - 3,898,437.341   384,143.943   MT  0.99976542   -0 44 03.5
 FR0135
 FR0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0135!SPC AZ C     -   0.99968654  x   0.99991297  =   0.99959954
 FR0135!UTM  12      -   0.99968654  x   0.99976542  =   0.99945204
 FR0135
 FR0135|---------------------------------------------------------------------|
 FR0135| PID    Reference Object                     Distance      Geod. Az  |
 FR0135|                                                           dddmmss.s |
 FR0135| CH3629 MCCLELLAN RM 1                       22.342 METERS 07108     |
 FR0135| FR0134 MCCLELLAN RM 2                       21.704 METERS 25941     |
 FR0135| FR0131 ROD                                 APPROX. 4.0 KM 2764523.2 |
 FR0135|---------------------------------------------------------------------|
 FR0135
 FR0135                          SUPERSEDED SURVEY CONTROL
 FR0135
 FR0135  NAD 83(1986)-  35 13 20.25166(N)    112 16 22.97505(W) AD(       ) 2
 FR0135  NAD 27      -  35 13 20.21200(N)    112 16 20.35090(W) AD(       ) 2
 FR0135  NGVD 29 (??/??/92) 2020.741  (m)         6629.71   (f) ADJ UNCH    1 2
 FR0135
 FR0135.Superseded values are not recommended for survey control.
 FR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0135.See file dsdata.txt to determine how the superseded data were derived.
 FR0135
 FR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8414498437(NAD 83)
 FR0135_MARKER: DS = TRIANGULATION STATION DISK
 FR0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0135_STAMPING: MC CLELLAN 1958
 FR0135_MARK LOGO: CGS   
 FR0135_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0135+STABILITY: SURFACE MOTION
 FR0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0135+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 FR0135
 FR0135  HISTORY     - Date     Condition        Report By
 FR0135  HISTORY     - 1958     MONUMENTED       CGS
 FR0135  HISTORY     - 1958     GOOD             CGS
 FR0135  HISTORY     - 1974     GOOD             USGS
 FR0135  HISTORY     - 1982     GOOD             NGS
 FR0135  HISTORY     - 20011127 GOOD             INDIV
 FR0135
 FR0135                          STATION DESCRIPTION
 FR0135
 FR0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0135'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 66
 FR0135'AND 89, 5 MILES WEST OF WILLIAMS.
 FR0135'
 FR0135'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT WEIGH
 FR0135'STATION AT THE WEST END OF THE DIVIDED HIGHWAY IN WILLIAMS,
 FR0135'GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 4.8 MILES TO THE
 FR0135'STATION ON THE RIGHT.
 FR0135'
 FR0135'THE STATION MARK IS A STANDARD DISK STAMPED MC CLELLAN 1958,
 FR0135'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 FR0135'IS 89 FEET NORTH OF THE CENTER OF THE HIGHWAY, 10 FEET SOUTH
 FR0135'OF A WIRE RIGHT-OF-WAY FENCE AND 10 FEET SOUTH OF A WITNESS
 FR0135'POST.
 FR0135'
 FR0135'R.M. 1 IS A STANDARD DISK STAMPED MC CLELLAN NO 1 1958, SET
 FR0135'IN A DRILL HOLE IN BEDROCK ABOUT 4 INCHES BELOW GROUND LEVEL.
 FR0135'THE TURF HAS BEEN CLEARED FROM THE BEDROCK FOR TWO OF THREE
 FR0135'FEET ON ALL SIDES OF THE MARK.  IT IS 97 FEET NORTH OF THE
 FR0135'CENTER OF THE HIGHWAY, 73 FEET EAST OF THE WITNESS POST AND
 FR0135'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FR0135'
 FR0135'R.M. 2 IS A STANDARD DISK STAMPED MC CLELLAN NO 2 1958, SET
 FR0135'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 FR0135'93 FEET NORTH OF THE CENTER OF THE HIGHWAY, 71 FEET WEST OF THE
 FR0135'WITNESS POST AND 6 FEET SOUTH OF THE WIRE FENCE.
 FR0135
 FR0135                          STATION RECOVERY (1958)
 FR0135
 FR0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0135'5.0 MI W FROM WILLIAMS.
 FR0135'5.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0135'IN WILLIAMS TO THE MARK ON THE RIGHT, NORTH.  89 FEET NORTH OF THE
 FR0135'CENTER OF HIGHWAY 66, 10 FEET SOUTH OF A WIRE RIGHT-OF-WAY FENCE, 10
 FR0135'FEET SOUTH OF A WITNESS POST SIGN AND SET IN THE TOP OF A 12 INCH
 FR0135'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FR0135
 FR0135                          STATION RECOVERY (1974)
 FR0135
 FR0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0135'TWO BLOCKS NORTH OF THE POST OFFICE IN WILLIAMS TO THE WEST
 FR0135'BOUND LANE OF INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 66, THENCE
 FR0135'5.6 MILES WEST TO A POINT 160 FT. ENE FROM MILE POST 158, 93 FT.
 FR0135'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE, 10 FT. SOUTH
 FR0135'OF A FENCE AND WITNESS POST, SET IN TOP OF A 12 INCH SQUARE
 FR0135'CONCRETE MONUMENT THAT PROJECTS 4 INCHES, A STANDARD
 FR0135'TRIANGULATION STATION DISK STAMPED MC CLELLAN 1958.
 FR0135'
 FR0135'MC CLELLAN NO 2 1958, TWO BLOCKS NORTH OF THE POST OFFICE IN
 FR0135'WILLIAMS TO THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40 AND
 FR0135'U.S. HIGHWAY 66, THENCE 5.6 MILES WEST, 97 FT. NORTH OF THE
 FR0135'ENTER OF THE WEST BOUND LANE AND 3.0 FT. BELOW, 71.21 FT WEST
 FR0135'OF TRIANGULATION STATION MC CLELLAN, 6 FT. SOUTH OF A WIRE
 FR0135'FENCE AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FR0135'THAT PROJECTS 4 INCHES, A STANDARD TRIANGULATION REFERENCE MARK
 FR0135'DISK STAMPED MC CLELLAN NO 2 1958.
 FR0135
 FR0135                          STATION RECOVERY (1982)
 FR0135
 FR0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0135'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0135'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 6.6 KM (4.1 MI) WEST
 FR0135'ALONG INTERSTATE HIGHWAY 40, 0.3 KM (0.2 MI) EAST OF THE DEVIL DOG
 FR0135'ROAD UNDERPASS, 50.2 METERS (165 FT) NORTHEAST OF MILEPOST 158, 21
 FR0135'METERS (71 FT) NORTHWEST OF THE DEVIL DOG ROAD EXIT SIGN, 29.2 METERS
 FR0135'(96 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES.
 FR0135'THE MARK IS 3 METERS  S FROM A WITNESS POST.
 FR0135'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
 FR0135
 FR0135                          STATION RECOVERY (2001)
 FR0135
 FR0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 FR0135'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0134 ***********************************************************************
 FR0134  DESIGNATION -  MCCLELLAN RM 2
 FR0134  PID         -  FR0134
 FR0134  STATE/COUNTY-  AZ/COCONINO
 FR0134  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0134
 FR0134                         *CURRENT SURVEY CONTROL
 FR0134  ___________________________________________________________________
 FR0134* NAD 83(1986)-  35 13 20.     (N)    112 16 23.     (W)     SCALED    
 FR0134* NAVD 88     -      2021.232  (meters)    6631.33   (feet)  ADJUSTED  
 FR0134  ___________________________________________________________________
 FR0134  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FR0134  DYNAMIC HT  -        2018.403 (meters)    6622.04  (feet)  COMP
 FR0134  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 FR0134
 FR0134  VERT ORDER  -  FIRST     CLASS II
 FR0134
 FR0134.The horizontal coordinates were scaled from a topographic map and have
 FR0134.an estimated accuracy of +/- 6 seconds.
 FR0134
 FR0134.The orthometric height was determined by differential leveling
 FR0134.and adjusted in June 1991.
 FR0134
 FR0134.The geoid height was determined by GEOID03.
 FR0134
 FR0134.The dynamic height is computed by dividing the NAVD 88
 FR0134.geopotential number by the normal gravity value computed on the
 FR0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0134.degrees latitude (g = 980.6199 gals.).
 FR0134
 FR0134.The modeled gravity was interpolated from observed gravity values.
 FR0134
 FR0134;                    North         East    Units  Estimated Accuracy
 FR0134;SPC AZ C     -   468,280.      180,920.      MT  (+/- 180 meters Scaled)
 FR0134
 FR0134                          SUPERSEDED SURVEY CONTROL
 FR0134
 FR0134  NGVD 29 (??/??/92) 2020.264  (m)         6628.15   (f) ADJ UNCH    1 2
 FR0134
 FR0134.Superseded values are not recommended for survey control.
 FR0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0134.See file dsdata.txt to determine how the superseded data were derived.
 FR0134
 FR0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD841984(NAD 83)
 FR0134_MARKER: DR = REFERENCE MARK DISK
 FR0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0134_STAMPING: MC CLELLAN NO 2 1958
 FR0134_MARK LOGO: CGS   
 FR0134_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0134+STABILITY: SURFACE MOTION
 FR0134
 FR0134  HISTORY     - Date     Condition        Report By
 FR0134  HISTORY     - 1958     MONUMENTED       CGS
 FR0134  HISTORY     - 1982     GOOD             NGS
 FR0134
 FR0134                          STATION DESCRIPTION
 FR0134
 FR0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0134'5.0 MI W FROM WILLIAMS.
 FR0134'5.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0134'IN WILLIAMS TO THE MARK ON THE NORTH SIDE OF THE ROAD.  93 FEET NORTH
 FR0134'OF THE CENTER OF THE HIGHWAY, 71 FEET WEST OF A WITNESS POST SIGN, 6
 FR0134'FEET SOUTH OF A WIRE FENCE AND SET IN THE TOP OF A 12 INCH SQUARE
 FR0134'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FR0134
 FR0134                          STATION RECOVERY (1982)
 FR0134
 FR0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0134'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0134'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 6.6 KM (4.1 MI) WEST
 FR0134'ALONG INTERSTATE HIGHWAY 40, 30.1 METERS (99 FT) NORTH OF THE CENTER
 FR0134'LINE OF THE WEST BOUND TRAFFIC LANES, 34.1 METERS (112 FT) NORTH OF
 FR0134'MILEPOST 158, 24 METERS (79 FT) EAST OF THE STATION.
 FR0134'THE MARK IS 30 METERS  W FROM A WITNESS POST.
 FR0134'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0867 ***********************************************************************
 ES0867  DESIGNATION -  MCCLURE
 ES0867  PID         -  ES0867
 ES0867  STATE/COUNTY-  AZ/COCONINO
 ES0867  USGS QUAD   -  LONG VALLEY (1965)
 ES0867
 ES0867                         *CURRENT SURVEY CONTROL
 ES0867  ___________________________________________________________________
 ES0867* NAD 83(1992)-  34 34 59.26561(N)    111 15 33.67031(W)     ADJUSTED  
 ES0867* NAVD 88     -      2199.9    (meters)    7218.     (feet)  VERTCON   
 ES0867  ___________________________________________________________________
 ES0867  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 ES0867  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ES0867  HORZ ORDER  -  SECOND
 ES0867
 ES0867.The horizontal coordinates were established by classical geodetic methods
 ES0867.and adjusted by the National Geodetic Survey in August 1993.
 ES0867
 ES0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0867
 ES0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0867
 ES0867.The geoid height was determined by GEOID03.
 ES0867
 ES0867;                    North         East     Units Scale Factor Converg.
 ES0867;SPC AZ C     -   397,528.898   273,662.145   MT  0.99994481   +0 22 23.2
 ES0867;SPC AZ C     - 1,304,228.67    897,841.68   iFT  0.99994481   +0 22 23.2
 ES0867;UTM  12      - 3,826,845.837   476,214.195   MT  0.99960697   -0 08 50.0
 ES0867
 ES0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0867!SPC AZ C     -   0.99965850  x   0.99994481  =   0.99960333
 ES0867!UTM  12      -   0.99965850  x   0.99960697  =   0.99926560
 ES0867
 ES0867:                Primary Azimuth Mark                     Grid Az
 ES0867:SPC AZ C     -  TODD                                     040 56 49.9
 ES0867:UTM  12      -  TODD                                     041 28 03.1
 ES0867
 ES0867|---------------------------------------------------------------------|
 ES0867| PID    Reference Object                     Distance      Geod. Az  |
 ES0867|                                                           dddmmss.s |
 ES0867| ES0884 TODD                                APPROX. 0.7 KM 0411913.1 |
 ES0867| DZ1298 MCCLURE RM 1                         22.276 METERS 26911     |
 ES0867| DZ1299 MCCLURE RM 2                         15.652 METERS 35955     |
 ES0867|---------------------------------------------------------------------|
 ES0867
 ES0867                          SUPERSEDED SURVEY CONTROL
 ES0867
 ES0867  NAD 83(1986)-  34 34 59.25722(N)    111 15 33.67491(W) AD(       ) 2
 ES0867  NGVD 29 (07/10/87) 2198.9    (m)         7214.     (f) VERT ANG    3  
 ES0867
 ES0867.Superseded values are not recommended for survey control.
 ES0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0867.See file dsdata.txt to determine how the superseded data were derived.
 ES0867
 ES0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7621426846(NAD 83)
 ES0867_MARKER: DS = TRIANGULATION STATION DISK
 ES0867_SETTING: 80 = SET IN A BOULDER
 ES0867_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0867+STABILITY: SURFACE MOTION
 ES0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0867+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2008
 ES0867
 ES0867  HISTORY     - Date     Condition        Report By
 ES0867  HISTORY     - 1981     MONUMENTED       AZDT
 ES0867  HISTORY     - 19980817 GOOD             USPSQD
 ES0867  HISTORY     - 20080724 GOOD             GEOCAC
 ES0867  HISTORY     - 20080809 GOOD             GEOCAC
 ES0867
 ES0867                          STATION DESCRIPTION
 ES0867
 ES0867'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0867'THE STATION IS LOCATED 17 MILES NORTHEAST OF PINE, 4.5 MILES SOUTHWEST
 ES0867'OF THE BLUE RIDGE RANGER STATION AND ALONG THE NORTH SIDE OF ARIZONA
 ES0867'HIGHWAY 87.
 ES0867'
 ES0867'THE STATION MARK IS AN AZDT DISK STAMPED---MCCLURE 1981---SET IN
 ES0867'A DRILL HOLE IN A BOULDER 56 FEET NORTHEAST OF FOREST TRAIL 136, 40
 ES0867'FEET NORTHWEST OF THE HIGHWAY AND 7 FEET SOUTHEAST OF A CAIRN.
 ES0867'
 ES0867'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MCCLURE RM 1 1981---SET
 ES0867'IN A DRILL HOLE IN THE NORTHEAST HEADWALL OF A CATTLE GUARD.
 ES0867'
 ES0867'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MCCLURE RM 2 1981---SET
 ES0867'IN A DRILL HOLE IN A BOULDER.
 ES0867'
 ES0867'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0867'STATE ROUTE 87 FOR 22 MILES TO LONG VALLEY STORE, CONTINUE NORTH ALONG
 ES0867'THE HIGHWAY FOR 4.65 MILES TO THE STATION AT FOREST TRAIL 136.
 ES0867
 ES0867                          STATION RECOVERY (1998)
 ES0867
 ES0867'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0867'RECOVERED IN GOOD CONDITION.
 ES0867
 ES0867                          STATION RECOVERY (2008)
 ES0867
 ES0867'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0867'RECOVERED STATION MCCLURE, MCCLURE RM 1 AND MCCLURE RM 2 ALL IN GOOD
 ES0867'CONDITION.
 ES0867
 ES0867                          STATION RECOVERY (2008)
 ES0867
 ES0867'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0867'FOUND AS DESCRIBED, BUT ROCK CAIRN MENTIONED IN THE STATION
 ES0867'DESCRIPTION WAS NOT FOUND.  HOWEVER, MANY LARGE ROCKS ARE STREWN
 ES0867'AROUND THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1555 ***********************************************************************
 DA1555  DESIGNATION -  MCCOY
 DA1555  PID         -  DA1555
 DA1555  STATE/COUNTY-  AZ/MARICOPA
 DA1555  USGS QUAD   -  GILA BEND (1973)
 DA1555
 DA1555                         *CURRENT SURVEY CONTROL
 DA1555  ___________________________________________________________________
 DA1555* NAD 83(1992)-  32 56 12.66533(N)    112 43 21.09849(W)     ADJUSTED  
 DA1555* NAVD 88     -       238.85   (+/-2cm)     783.6    (feet)  VERTCON   
 DA1555  ___________________________________________________________________
 DA1555  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DA1555  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA1555  HORZ ORDER  -  SECOND
 DA1555  VERT ORDER  -  THIRD ? (See Below)
 DA1555
 DA1555.The horizontal coordinates were established by classical geodetic methods
 DA1555.and adjusted by the National Geodetic Survey in August 1993.
 DA1555
 DA1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1555.The vertical order pertains to the NGVD 29 superseded value.
 DA1555
 DA1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1555
 DA1555.The geoid height was determined by GEOID03.
 DA1555
 DA1555;                    North         East     Units Scale Factor Converg.
 DA1555;SPC AZ C     -   215,036.978   138,002.638   MT  0.99997000   -0 26 17.4
 DA1555;SPC AZ C     -   705,501.90    452,764.56   iFT  0.99997000   -0 26 17.4
 DA1555;UTM  12      - 3,645,602.724   338,964.146   MT  0.99991976   -0 56 12.4
 DA1555
 DA1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1555!SPC AZ C     -   0.99996742  x   0.99997000  =   0.99993742
 DA1555!UTM  12      -   0.99996742  x   0.99991976  =   0.99988718
 DA1555
 DA1555:                Primary Azimuth Mark                     Grid Az
 DA1555:SPC AZ C     -  GILA                                     059 41 23.6
 DA1555:UTM  12      -  GILA                                     060 11 18.6
 DA1555
 DA1555|---------------------------------------------------------------------|
 DA1555| PID    Reference Object                     Distance      Geod. Az  |
 DA1555|                                                           dddmmss.s |
 DA1555| DA1549 GILA                                APPROX. 2.8 KM 0591506.2 |
 DA1555| CH5907 MCCOY RM 1                           15.516 METERS 11354     |
 DA1555| CH5908 MCCOY RM 2                           12.758 METERS 28908     |
 DA1555|---------------------------------------------------------------------|
 DA1555
 DA1555                          SUPERSEDED SURVEY CONTROL
 DA1555
 DA1555  NAD 83(1986)-  32 56 12.65809(N)    112 43 21.10285(W) AD(       ) 2
 DA1555  NAD 27      -  32 56 12.49370(N)    112 43 18.50545(W) AD(       ) 2
 DA1555  NGVD 29 (07/19/86)  238.27   (m)          781.7    (f) LEVELING    3  
 DA1555
 DA1555.Superseded values are not recommended for survey control.
 DA1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1555.See file dsdata.txt to determine how the superseded data were derived.
 DA1555
 DA1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3896445603(NAD 83)
 DA1555_MARKER: DD = SURVEY DISK
 DA1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1555+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA1555
 DA1555  HISTORY     - Date     Condition        Report By
 DA1555  HISTORY     - 1975     MONUMENTED       AZDT
 DA1555  HISTORY     - 19941202 GOOD             USPSQD
 DA1555  HISTORY     - 20070417 GOOD             GEOCAC
 DA1555
 DA1555                          STATION DESCRIPTION
 DA1555
 DA1555'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1555'THE STATION IS LOCATED 0.85 MILES WEST SOUTHWEST OF GILA BEND
 DA1555'ON THE NORTH SIDE OF THE EAST-BOUND LANE OF HWY. I-8 AT THE
 DA1555'OVERPASS OF THE TUCSON CORNELIA AND GILA BEND RAILROAD.
 DA1555'
 DA1555'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED MCCOY
 DA1555'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT
 DA1555'PROJECTING 0.4 FT.  THE MARK IS 118 FEET WEST OF THE CENTERLINE OF
 DA1555'OVERPASS AND 5 FEET NORTH OF THE EAST-BOUND NORTH GUARD RAIL
 DA1555'MARKED WITH A WITNESS POST 3.8 FEET EAST NORTHEAST.
 DA1555'
 DA1555'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DA1555'1975 AND IS EPOXIED TO NORTHWEST CORNER OF I-8 EASTBOUND
 DA1555'OVERPASS AND 47.5 FEET EAST OF A WITNESS POST.
 DA1555'
 DA1555'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DA1555'1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK IS
 DA1555'NORTH OF THE EAST-BOUND LANE OF I-8, ABOUT 159.9 FEET WEST OF
 DA1555'THE OVERPASS, 45.5 FEET WEST OF A WITNESS POST AND 5 FEET NORTH
 DA1555'OF EAST-BOUND GUARD RAIL IN THE MEDIAN OF I-8.
 DA1555'
 DA1555'TO REACH THE STATION FROM MARTIN AVE AND HWY. 80 IN DOWNTOWN
 DA1555'GILA BEND, GO WESTERLY ON HWY. 80 FOR 0.91 MILES TO A RAMP
 DA1555'LEADING TO AJO UNDER I-8 OVERPASS.  TURN RIGHT ON RAMP AND GO
 DA1555'0.6 MILES TO EAST-BOUND ON RAMP TO TUCSON, TURN LEFT ON RAMP AND
 DA1555'GO 0.7 MILES EASTERLY ON I-8 TO THE R. R. OVERPASS AND THE
 DA1555'STATION TO THE NORTH.
 DA1555'
 DA1555'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1555
 DA1555                          STATION RECOVERY (1994)
 DA1555
 DA1555'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1555'RECOVERED IN GOOD CONDITION.
 DA1555
 DA1555                          STATION RECOVERY (2007)
 DA1555
 DA1555'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1083 ***********************************************************************
 ET1083  DESIGNATION -  MCCRACKEN
 ET1083  PID         -  ET1083
 ET1083  STATE/COUNTY-  AZ/MOHAVE
 ET1083  USGS QUAD   -  MC CRACKEN PEAK (1990)
 ET1083
 ET1083                         *CURRENT SURVEY CONTROL
 ET1083  ___________________________________________________________________
 ET1083* NAD 83(1992)-  34 26 40.40846(N)    113 46 32.06828(W)     ADJUSTED  
 ET1083* NAVD 88     -      1074.7    (meters)    3526.     (feet)  VERTCON   
 ET1083  ___________________________________________________________________
 ET1083  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 ET1083  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ET1083  HORZ ORDER  -  SECOND
 ET1083
 ET1083.The horizontal coordinates were established by classical geodetic methods
 ET1083.and adjusted by the National Geodetic Survey in August 1993.
 ET1083
 ET1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1083
 ET1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1083
 ET1083.The geoid height was determined by GEOID03.
 ET1083
 ET1083;                    North         East     Units Scale Factor Converg.
 ET1083;SPC AZ W     -   381,975.161   211,009.839   MT  0.99993340   -0 00 52.1
 ET1083;SPC AZ W     - 1,253,199.35    692,289.50   iFT  0.99993340   -0 00 52.1
 ET1083;UTM  12      - 3,814,944.716   244,988.473   MT  1.00040165   -1 34 14.6
 ET1083
 ET1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1083!SPC AZ W     -   0.99983601  x   0.99993340  =   0.99976942
 ET1083!UTM  12      -   0.99983601  x   1.00040165  =   1.00023760
 ET1083
 ET1083:                Primary Azimuth Mark                     Grid Az
 ET1083:SPC AZ W     -  MCCRACKEN AZ MK                          095 51 46.1
 ET1083:UTM  12      -  MCCRACKEN AZ MK                          097 25 08.6
 ET1083
 ET1083|---------------------------------------------------------------------|
 ET1083| PID    Reference Object                     Distance      Geod. Az  |
 ET1083|                                                           dddmmss.s |
 ET1083| CH3630 MCCRACKEN AZ MK                                    0955054.0 |
 ET1083| CH3632 MCCRACKEN RM 2                        8.109 METERS 18008     |
 ET1083| ET1084 MCCRACKEN CAIRN                       4.350 METERS 27408     |
 ET1083| CH3631 MCCRACKEN RM 1                        3.856 METERS 34602     |
 ET1083|---------------------------------------------------------------------|
 ET1083
 ET1083                          SUPERSEDED SURVEY CONTROL
 ET1083
 ET1083  NAD 83(1986)-  34 26 40.40779(N)    113 46 32.07669(W) AD(       ) 2
 ET1083  NAD 27      -  34 26 40.35100(N)    113 46 29.29900(W) AD(       ) 2
 ET1083  NGVD 29 (07/19/86) 1074.0    (m)         3524.     (f) VERT ANG    3  
 ET1083
 ET1083.Superseded values are not recommended for survey control.
 ET1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1083.See file dsdata.txt to determine how the superseded data were derived.
 ET1083
 ET1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4498814945(NAD 83)
 ET1083_MARKER: DS = TRIANGULATION STATION DISK
 ET1083_SETTING: 66 = SET IN ROCK OUTCROP
 ET1083_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1083
 ET1083  HISTORY     - Date     Condition        Report By
 ET1083  HISTORY     - 1948     MONUMENTED       CGS
 ET1083  HISTORY     - 1955     GOOD             CGS
 ET1083  HISTORY     - 19870206 GOOD             USGS
 ET1083
 ET1083                          STATION DESCRIPTION
 ET1083
 ET1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1083'THE STATION IS ABOUT 8 MILES AIRLINE SOUTHWEST OF SIGNAL, 16 MILES
 ET1083'AIRLINE NORTHWEST OF ALAMO CROSSING, AND ABOUT 37 MILES AIRLINE
 ET1083'SOUTH OF YUCCA, ON THE MOST EASTERLY PEAK OF THE SOUTHERN END OF
 ET1083'THE MC CRACKEN MOUNTAIN RANGE.
 ET1083'
 ET1083'REACHED FROM THE STORE AND POST OFFICE IN YUCCA BY GOING
 ET1083'SOUTHEASTERLY ON THE YUCCA TO SIGNAL AND ALAMO CROSSING ROAD FOR
 ET1083'0.2 MILE TO A FORK.  TAKE LEFT FORK FOR 2.7 MILES TO A FORK AND
 ET1083'SIGN ALAMO-SIGNAL.  KEEP RIGHT FORK AS PER SIGN AND CONTINUE FOR
 ET1083'9.6 MILES TO A FORK AND SIGN ALAMO-SIGNAL.  KEEP RIGHT FORK AND
 ET1083'CONTINUE ON MAIN ROAD FOR 9.7 MILES TO A FORK AND SIGN ON THE
 ET1083'RIGHT PLANET ROAD 31.  KEEP LEFT FORK MAIN TRAVELED ROAD FOR
 ET1083'7.2 MILES TO A FORK AND SIGN ON THE LEFT S RANCH 5.  CONTINUE
 ET1083'STRAIGHT AHEAD ON THE MAIN ROAD AND RIGHT FORK FOR 5.6 MILES TO A
 ET1083'FORK AND SIGNS SIGNAL ON THE LEFT ALAMO ON THE RIGHT.  KEEP
 ET1083'RIGHT FORK ON THE ALAMO ROAD FOR 3.9 MILES TO A CATTLE GUARD.
 ET1083'CONTINUE FOR 3.2 MILES ON THE MAIN ROAD TO A REVERSED Y.
 ET1083'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A FORK AND SIGN MC
 ET1083'CRACKEN MINE.  TAKE RIGHT FORK ON THE MINE ROAD AND CONTINUE FOR
 ET1083'2.0 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.7
 ET1083'MILE TO THE OLD MINE AND END OF TRUCK TRAVEL.  CONTINUE ON FOOT
 ET1083'UP TRAIL TO THE HIGHEST POINT OF THE HILL AND STATION.  ABOUT
 ET1083'3/4 HOUR PACK.
 ET1083'
 ET1083'THE STATION IS A STANDARD BRONZE DISK SET IN BEDROCK PROJECTING
 ET1083'ABOUT 6 INCHES, AND IS ABOUT 18 FEET SOUTH OF THE HIGHEST POINT
 ET1083'OF THE HILL.  IT IS STAMPED MC CRACKEN 1948.
 ET1083'
 ET1083'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 ET1083'OUTCROP PROJECTING ABOUT 8 INCHES, AND IS ABOUT 1 FOOT HIGHER IN
 ET1083'ELEVATION THAN THE STATION.  IT IS STAMPED MC CRACKEN NO 1 1948.
 ET1083'
 ET1083'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 ET1083'OUTCROP PROJECTING ABOUT 4 INCHES, AND IS ABOUT THE SAME
 ET1083'ELEVATION AS THE STATION.  IT IS STAMPED MC CRACKEN NO 2 1948.
 ET1083'
 ET1083'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP, ABOUT
 ET1083'50 FEET SOUTH SOUTHEAST OF THE ROAD, ABOUT 1 MILE EAST OF THE
 ET1083'STATION, 0.7 MILE BY ROAD EAST OF THE OLD MINE, AND 0.15 MILE
 ET1083'NORTHEAST OF WHERE ROAD RUNS DOWN WASH FOR A SHORT DISTANCE, AND
 ET1083'AN OLD MINE SHAFT IN THE WASH.  IT IS STAMPED MC CRACKEN 1948.
 ET1083
 ET1083                          STATION RECOVERY (1955)
 ET1083
 ET1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1083'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE STATION
 ET1083'FOUND IN THE ORIGINAL DESCRIPTION WERE FOLLOWED AND A STAND WAS
 ET1083'SEEN IN THE AREA DESCRIBED AS THE STATION SITE.
 ET1083
 ET1083                          STATION RECOVERY (1987)
 ET1083
 ET1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1084 ***********************************************************************
 ET1084  DESIGNATION -  MCCRACKEN CAIRN
 ET1084  PID         -  ET1084
 ET1084  STATE/COUNTY-  AZ/MOHAVE
 ET1084  USGS QUAD   -  MC CRACKEN PEAK (1990)
 ET1084
 ET1084                         *CURRENT SURVEY CONTROL
 ET1084  ___________________________________________________________________
 ET1084* NAD 83(1992)-  34 26 40.41862(N)    113 46 32.23824(W)     ADJUSTED  
 ET1084* NAVD 88     -      1075.     (meters)    3527.     (feet)  SCALED    
 ET1084  ___________________________________________________________________
 ET1084  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 ET1084  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ET1084  HORZ ORDER  -  SECOND
 ET1084
 ET1084.The horizontal coordinates were established by classical geodetic methods
 ET1084.and adjusted by the National Geodetic Survey in August 1993.
 ET1084
 ET1084.The orthometric height was scaled from a topographic map.
 ET1084
 ET1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1084
 ET1084.The geoid height was determined by GEOID03.
 ET1084
 ET1084;                    North         East     Units Scale Factor Converg.
 ET1084;SPC AZ W     -   381,975.475   211,005.501   MT  0.99993340   -0 00 52.2
 ET1084;SPC AZ W     - 1,253,200.38    692,275.27   iFT  0.99993340   -0 00 52.2
 ET1084;UTM  12      - 3,814,945.148   244,984.143   MT  1.00040168   -1 34 14.7
 ET1084
 ET1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1084!SPC AZ W     -   0.99983601  x   0.99993340  =   0.99976942
 ET1084!UTM  12      -   0.99983601  x   1.00040168  =   1.00023763
 ET1084
 ET1084                          SUPERSEDED SURVEY CONTROL
 ET1084
 ET1084  NAD 83(1986)-  34 26 40.41795(N)    113 46 32.24665(W) AD(       ) 2
 ET1084  NAD 27      -  34 26 40.36100(N)    113 46 29.46900(W) AD(       ) 2
 ET1084
 ET1084.Superseded values are not recommended for survey control.
 ET1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1084.See file dsdata.txt to determine how the superseded data were derived.
 ET1084
 ET1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4498414945(NAD 83)
 ET1084_MARKER: 72 = CAIRN
 ET1084
 ET1084  HISTORY     - Date     Condition        Report By
 ET1084  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1084
 ET1084                          STATION DESCRIPTION
 ET1084
 ET1084'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5892 ***********************************************************************
 DJ5892  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5892  DESIGNATION -  MCD 103
 DJ5892  PID         -  DJ5892
 DJ5892  STATE/COUNTY-  AZ/MARICOPA
 DJ5892  USGS QUAD   -  TOLLESON (1982)
 DJ5892
 DJ5892                         *CURRENT SURVEY CONTROL
 DJ5892  ___________________________________________________________________
 DJ5892* NAD 83(2007)-  33 27 52.54015(N)    112 16 52.51379(W)     ADJUSTED  
 DJ5892* NAVD 88     -       310.80   (meters)    1019.7    (feet)  GPS OBS   
 DJ5892  ___________________________________________________________________
 DJ5892  EPOCH DATE  -        2007.00
 DJ5892  X           -  -2,019,549.336 (meters)                     COMP
 DJ5892  Y           -  -4,928,762.790 (meters)                     COMP
 DJ5892  Z           -   3,497,213.656 (meters)                     COMP
 DJ5892  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DJ5892  ELLIP HEIGHT-         280.461 (meters)          (03/21/07) ADJUSTED
 DJ5892  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DJ5892  HORZ ORDER  -  FIRST
 DJ5892  ELLP ORDER  -  FOURTH    CLASS I
 DJ5892
 DJ5892.The horizontal coordinates were established by GPS observations
 DJ5892.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5892
 DJ5892.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5892.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5892.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5892.The epoch date for horizontal control is a decimal equivalence
 DJ5892.of Year/Month/Day.
 DJ5892
 DJ5892.The orthometric height was determined by GPS observations and a
 DJ5892.high-resolution geoid model.
 DJ5892.The orthometric height was determined by GPS observations and a
 DJ5892.high-resolution geoid model using precise GPS observation and
 DJ5892.processing techniques.
 DJ5892
 DJ5892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5892
 DJ5892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5892
 DJ5892.The ellipsoidal height was determined by GPS observations
 DJ5892.and is referenced to NAD 83.
 DJ5892
 DJ5892.The geoid height was determined by GEOID03.
 DJ5892
 DJ5892;                    North         East     Units Scale Factor Converg.
 DJ5892;SPC AZ C     -   273,333.369   179,471.147   MT  0.99991415   -0 12 03.8
 DJ5892;SPC AZ C     -   896,763.02    588,816.10   iFT  0.99991415   -0 12 03.8
 DJ5892;UTM  12      - 3,703,528.005   380,937.911   MT  0.99977477   -0 42 23.7
 DJ5892
 DJ5892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5892!SPC AZ C     -   0.99995597  x   0.99991415  =   0.99987013
 DJ5892!UTM  12      -   0.99995597  x   0.99977477  =   0.99973075
 DJ5892
 DJ5892                          SUPERSEDED SURVEY CONTROL
 DJ5892
 DJ5892.No superseded survey control is available for this station.
 DJ5892
 DJ5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8093803528(NAD 83)
 DJ5892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5892_STAMPING: NO STAMPING
 DJ5892_MARK LOGO: AZ0370
 DJ5892_PROJECTION: RECESSED 12 CENTIMETERS
 DJ5892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5892+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5892
 DJ5892  HISTORY     - Date     Condition        Report By
 DJ5892  HISTORY     - UNK      MONUMENTED       AZ0370
 DJ5892  HISTORY     - 20061101 GOOD             EVANS
 DJ5892
 DJ5892                          STATION DESCRIPTION
 DJ5892
 DJ5892'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5892'FROM THE 107TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5892'ON 107TH AVENUE, 350M TO MCDOWELL ROAD.  TRAVEL EAST ON MCDOWELL ROAD,
 DJ5892'800M, TO 103RD AVENUE.  STATION IS A CITY OF PHOENIX BRASS DISK,
 DJ5892'UNMARKED, IN CONCRETE POST  IN A SURVEY HAND HOLE, RECESSED 12CM, AT
 DJ5892'INTERSECTION OF MCDOWELL ROAD AND 103RD AVENUE. (GDACS CORNER 23105-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5884 ***********************************************************************
 DJ5884  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5884  DESIGNATION -  MCD 113
 DJ5884  PID         -  DJ5884
 DJ5884  STATE/COUNTY-  AZ/MARICOPA
 DJ5884  USGS QUAD   -  TOLLESON (1982)
 DJ5884
 DJ5884                         *CURRENT SURVEY CONTROL
 DJ5884  ___________________________________________________________________
 DJ5884* NAD 83(2007)-  33 27 51.04452(N)    112 18 10.06034(W)     ADJUSTED  
 DJ5884* NAVD 88     -       306.52   (meters)    1005.6    (feet)  GPS OBS   
 DJ5884  ___________________________________________________________________
 DJ5884  EPOCH DATE  -        2007.00
 DJ5884  X           -  -2,021,410.472 (meters)                     COMP
 DJ5884  Y           -  -4,928,023.365 (meters)                     COMP
 DJ5884  Z           -   3,497,172.839 (meters)                     COMP
 DJ5884  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DJ5884  ELLIP HEIGHT-         276.155 (meters)          (03/21/07) ADJUSTED
 DJ5884  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DJ5884  HORZ ORDER  -  FIRST
 DJ5884  ELLP ORDER  -  FOURTH    CLASS I
 DJ5884
 DJ5884.The horizontal coordinates were established by GPS observations
 DJ5884.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5884
 DJ5884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5884.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5884.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5884.The epoch date for horizontal control is a decimal equivalence
 DJ5884.of Year/Month/Day.
 DJ5884
 DJ5884.The orthometric height was determined by GPS observations and a
 DJ5884.high-resolution geoid model.
 DJ5884.The orthometric height was determined by GPS observations and a
 DJ5884.high-resolution geoid model using precise GPS observation and
 DJ5884.processing techniques.
 DJ5884
 DJ5884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5884
 DJ5884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5884
 DJ5884.The ellipsoidal height was determined by GPS observations
 DJ5884.and is referenced to NAD 83.
 DJ5884
 DJ5884.The geoid height was determined by GEOID03.
 DJ5884
 DJ5884;                    North         East     Units Scale Factor Converg.
 DJ5884;SPC AZ C     -   273,294.528   177,468.727   MT  0.99991588   -0 12 46.5
 DJ5884;SPC AZ C     -   896,635.59    582,246.48   iFT  0.99991588   -0 12 46.5
 DJ5884;UTM  12      - 3,703,506.836   378,935.502   MT  0.99978070   -0 43 06.5
 DJ5884
 DJ5884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5884!SPC AZ C     -   0.99995665  x   0.99991588  =   0.99987253
 DJ5884!UTM  12      -   0.99995665  x   0.99978070  =   0.99973736
 DJ5884
 DJ5884                          SUPERSEDED SURVEY CONTROL
 DJ5884
 DJ5884.No superseded survey control is available for this station.
 DJ5884
 DJ5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7893603507(NAD 83)
 DJ5884_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5884_STAMPING: NO STAMPING
 DJ5884_PROJECTION: RECESSED 18 CENTIMETERS
 DJ5884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5884+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5884
 DJ5884  HISTORY     - Date     Condition        Report By
 DJ5884  HISTORY     - UNK      MONUMENTED       EVANS
 DJ5884  HISTORY     - 20061101 GOOD             EVANS
 DJ5884
 DJ5884                          STATION DESCRIPTION
 DJ5884
 DJ5884'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5884'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5884'NORTH ON AVONDALE BOULEVARD, 537M TO MCDOWELL ROAD.  TRAVEL EAST ON
 DJ5884'MCDOWELL ROAD, 352M, TO 113TH DRIVE.  STATION IS A CITY OF AVONDALE
 DJ5884'BRASS DISK, UNMARKED, IN CONCRETE POST  IN A SURVEY HAND HOLE,
 DJ5884'RECESSED 18CM, AT INTERSECTION OF MCDOWELL ROAD AND 113TH DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0335 ***********************************************************************
 CF0335  DESIGNATION -  MCDONALD
 CF0335  PID         -  CF0335
 CF0335  STATE/COUNTY-  AZ/COCHISE
 CF0335  USGS QUAD   -  WEST OF GUADALUPE CANYON (1985)
 CF0335
 CF0335                         *CURRENT SURVEY CONTROL
 CF0335  ___________________________________________________________________
 CF0335* NAD 83(1992)-  31 21 56.36736(N)    109 10 23.56895(W)     ADJUSTED  
 CF0335* NAVD 88     -      1395.8    (meters)    4579.     (feet)  VERTCON   
 CF0335  ___________________________________________________________________
 CF0335  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 CF0335  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CF0335  HORZ ORDER  -  FIRST
 CF0335
 CF0335.The horizontal coordinates were established by classical geodetic methods
 CF0335.and adjusted by the National Geodetic Survey in August 1993.
 CF0335
 CF0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0335
 CF0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0335
 CF0335.The geoid height was determined by GEOID03.
 CF0335
 CF0335;                    North         East     Units Scale Factor Converg.
 CF0335;SPC AZ E     -    40,963.849   307,867.772   MT  1.00001013   +0 31 01.7
 CF0335;SPC AZ E     -   134,395.83  1,010,064.87   iFT  1.00001013   +0 31 01.7
 CF0335;SPC NM W     -    41,313.895   702,531.866   MT  1.00011701   -0 41 51.0
 CF0335;SPC NM W     -   135,544.00  2,304,889.96   sFT  1.00011701   -0 41 51.0
 CF0335;UTM  12      - 3,471,569.071   673,740.690   MT  0.99997233   +0 57 03.9
 CF0335
 CF0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0335!SPC AZ E     -   0.99978508  x   1.00001013  =   0.99979521
 CF0335!SPC NM W     -   0.99978508  x   1.00011701  =   0.99990207
 CF0335!UTM  12      -   0.99978508  x   0.99997233  =   0.99975742
 CF0335
 CF0335:                Primary Azimuth Mark                     Grid Az
 CF0335:SPC AZ E     -  PHOENIX EL PASO AWY BCN 24               000 32 00.2
 CF0335:SPC NM W     -  PHOENIX EL PASO AWY BCN 24               001 44 52.9
 CF0335:UTM  12      -  PHOENIX EL PASO AWY BCN 24               000 05 58.0
 CF0335
 CF0335|---------------------------------------------------------------------|
 CF0335| PID    Reference Object                     Distance      Geod. Az  |
 CF0335|                                                           dddmmss.s |
 CF0335| CF0322 PHOENIX EL PASO AWY BCN 24          APPROX.34.1 KM 0010301.9 |
 CF0335| CC6913 MCDONALD RM 1                         7.630 METERS 08558     |
 CF0335| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.21.0 KM 2664617.5 |
 CF0335| CC6912 MCDONALD AZ MK                                     3051208.9 |
 CF0335| CC6914 MCDONALD RM 2                         3.680 METERS 32120     |
 CF0335|---------------------------------------------------------------------|
 CF0335
 CF0335                          SUPERSEDED SURVEY CONTROL
 CF0335
 CF0335  NAD 83(1986)-  31 21 56.36824(N)    109 10 23.55176(W) AD(       ) 1
 CF0335  NAD 27      -  31 21 55.99300(N)    109 10 21.34500(W) AD(       ) 1
 CF0335  NGVD 29 (07/19/86) 1395.0    (m)         4577.     (f) VERT ANG    3  
 CF0335
 CF0335.Superseded values are not recommended for survey control.
 CF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0335.See file dsdata.txt to determine how the superseded data were derived.
 CF0335
 CF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV7374171569(NAD 83)
 CF0335_MARKER: DS = TRIANGULATION STATION DISK
 CF0335_SETTING: 66 = SET IN ROCK OUTCROP
 CF0335
 CF0335  HISTORY     - Date     Condition        Report By
 CF0335  HISTORY     - 1938     MONUMENTED       CGS
 CF0335  HISTORY     - 1958     GOOD             AMS
 CF0335  HISTORY     - 1973     GOOD             AZHD
 CF0335
 CF0335                          STATION DESCRIPTION
 CF0335
 CF0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0335'STATION IS LOCATED IN SEC. R 31 E, T 24 S, S 3, ON THE HIGHEST
 CF0335'POINT OF THE FIRST GROUP OF LOW HILLS RISING TO THE S OF THE
 CF0335'GERONIMO TRAIL AND ON THE E SIDE OF BERNARDINO VALLEY.  IT IS
 CF0335'ABOUT 3/4 MILE S OF THE LOWER MC DONALD RANCH AND IS ABOUT
 CF0335'1 MILE S OF THE TRAIL.  IT IS ABOUT 22 MILES, AIR LINE, E OF
 CF0335'DOUGLAS.
 CF0335'
 CF0335'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0335'DISKS SET IN OUTCROPPING BEDROCK.
 CF0335'
 CF0335'STATION IS REACHED FROM DOUGLAS BY GOING E ON THE GERONIMO
 CF0335'TRAIL FROM THE INTERSECTION WITH U.S. HIGHWAY 80 FOR 21.8
 CF0335'MILES TO A FORK.  SIGN CLOVERDALE AND COTTONWOOD TO THE LEFT,
 CF0335'AND GUADALUPE TO THE RIGHT.  TAKE THE RIGHT FORK TOWARD GUADALUPE
 CF0335'AND GO 1.9 MILES.  CROSS THE CATTLE GUARD AND TURN TO THE RIGHT
 CF0335'OFF THE GRADED ROAD AND GO 0.2 MILE TO THE RANCH BUILDINGS.
 CF0335'PASS TO THE LEFT OF THE BUILDINGS AND GO SSE ACROSS COUNTRY
 CF0335'THROUGH THE BRUSH 0.3 MILE TO THE N SIDE OF THE FIRST HILL
 CF0335'AND END OF TRUCK TRAVEL.  PACK AROUND THE LEFT SIDE OF THE
 CF0335'HILL, SWINGING TO THE RIGHT UP TO THE SADDLE, THEN LEFT
 CF0335'ALONG THE RIDGE, S, TO THE AZIMUTH MARK.  CONTINUE SE TO THE
 CF0335'HIGHEST POINT AND STATION.  A 30 MINUTE PACK.
 CF0335
 CF0335                          STATION RECOVERY (1958)
 CF0335
 CF0335'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0335'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0335'
 CF0335'THE STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE, 20
 CF0335'FEET E OF CENTER OF SMALL BUSH.  61 FEET WNW OF N EDGE OF LARGE
 CF0335'BUSH.  26 FEET S OF N EDGE OF RIDGE.
 CF0335
 CF0335                          STATION RECOVERY (1973)
 CF0335
 CF0335'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (HWH)
 CF0335'A.  GENERAL LOCATION T 24 S R 31 E APPROX 25 MI EAST DOUGLAS
 CF0335'2-1/4 MI NORTH OF MEXICAN BORDER.  SOUTH 1/4 SEC. 3
 CF0335'
 CF0335'B.  TO REACH FROM THE POST OFFICE IN DOUGLAS GO NORTH ON F
 CF0335'AVE. 5 BLOCKS OR 0.55 MI. TO 15TH ST.  TURN RIGHT OR EAST ON
 CF0335'15TH ST. FOR 5 BLOCKS OR 0.55 MI. TO STOP LIGHT AT CORNER OF
 CF0335'15TH ST. AND HWY 80.  CONTINUE EAST ON 15TH ST (TURNING INTO
 CF0335'GERONIMO TRAIL) FOR 22.0 MILES TO FORK IN ROAD.  TAKE RIGHT
 CF0335'FORK FOR 1.85 MI. TO FENCE AND CATTLE GUARD.  TURN RIGHT FOR
 CF0335'0.10 MILES TO RANCH HOUSE.  (STOP) (MUST OBTAIN PERMISSION TO
 CF0335'CONTINUE FOR PROPERTY IS POSTED AND NO TRESSPASSING) FROM
 CF0335'RANCH HOUSE GO TO RIGHT AROUND WEST END OF BARN DOWN EAST
 CF0335'SIDE OF FENCE TO JEEP TRAIL FOR 0.60 MI TO FORK.  TAKE LEFT
 CF0335'FORK FOR 1.40 MI. TO WINDMILL AND STEEL WATER TANK.  FROM
 CF0335'WIND MILL PROCEED NORTH NORTHEAST CROSS COUNTRY FOR APPROX.
 CF0335'3/4 MILES TO BASE OF LONG EAST WEST MOUNTAIN.  FROM THIS
 CF0335'POINT PACK UP SOUTH SLOPE TO HIGHEST PEAK ON EASTERLY END TO
 CF0335'STATION.  5 MIN. PACK.
 CF0335'
 CF0335'C.  STATION MARK STANDARD BRONZE DISK SET IN ROCK ABOUT 2 FT X 2 FT
 CF0335'PROJECTING 0.30 ABOVE GROUND
 CF0335'
 CF0335'D.  REFERENCE MARKS R.M. 1 AND 2 IN AND GOOD CONDITION STANDARD
 CF0335'BRONZE DISKS SET IN LARGE BOULDERS
 CF0335'
 CF0335'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3667 ***********************************************************************
 AJ3667  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3667  DESIGNATION -  MCDOT
 AJ3667  PID         -  AJ3667
 AJ3667  STATE/COUNTY-  AZ/MARICOPA
 AJ3667  USGS QUAD   -  PHOENIX (1982)
 AJ3667
 AJ3667                         *CURRENT SURVEY CONTROL
 AJ3667  ___________________________________________________________________
 AJ3667* NAD 83(2007)-  33 25 41.36358(N)    112 07 20.58362(W)     ADJUSTED  
 AJ3667* NAVD 88     -       319.70   (meters)    1048.9    (feet)  GPS OBS   
 AJ3667  ___________________________________________________________________
 AJ3667  EPOCH DATE  -        2007.00
 AJ3667  X           -  -2,006,716.911 (meters)                     COMP
 AJ3667  Y           -  -4,936,414.351 (meters)                     COMP
 AJ3667  Z           -   3,493,846.436 (meters)                     COMP
 AJ3667  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 AJ3667  ELLIP HEIGHT-         289.714 (meters)          (02/10/07) ADJUSTED
 AJ3667  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AJ3667
 AJ3667  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3667  Type    PID    Designation                      North   East  Ellip
 AJ3667  -------------------------------------------------------------------
 AJ3667  NETWORK AJ3667 MCDOT                             0.96   0.86   1.31
 AJ3667  -------------------------------------------------------------------
 AJ3667
 AJ3667.The horizontal coordinates were established by GPS observations
 AJ3667.and adjusted by the National Geodetic Survey in February 2007.
 AJ3667
 AJ3667.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3667.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3667.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3667.The epoch date for horizontal control is a decimal equivalence
 AJ3667.of Year/Month/Day.
 AJ3667
 AJ3667.The orthometric height was determined by GPS observations and a
 AJ3667.high-resolution geoid model.
 AJ3667.The orthometric height was determined by GPS observations and a
 AJ3667.high-resolution geoid model using precise GPS observation and
 AJ3667.processing techniques.
 AJ3667
 AJ3667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3667
 AJ3667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3667
 AJ3667.The ellipsoidal height was determined by GPS observations
 AJ3667.and is referenced to NAD 83.
 AJ3667
 AJ3667.The geoid height was determined by GEOID03.
 AJ3667
 AJ3667;                    North         East     Units Scale Factor Converg.
 AJ3667;SPC AZ C     -   269,251.817   194,230.312   MT  0.99990451   -0 06 48.0
 AJ3667;SPC AZ C     -   883,372.10    637,238.56   iFT  0.99990451   -0 06 48.0
 AJ3667;UTM  12      - 3,699,317.103   395,658.227   MT  0.99973422   -0 37 06.1
 AJ3667
 AJ3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3667!SPC AZ C     -   0.99995452  x   0.99990451  =   0.99985903
 AJ3667!UTM  12      -   0.99995452  x   0.99973422  =   0.99968875
 AJ3667
 AJ3667                          SUPERSEDED SURVEY CONTROL
 AJ3667
 AJ3667  NAD 83(1992)-  33 25 41.36285(N)    112 07 20.58289(W) AD(       ) B
 AJ3667  ELLIP H (04/12/01)  289.745  (m)                       GP(       ) 3 2
 AJ3667
 AJ3667.Superseded values are not recommended for survey control.
 AJ3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3667.See file dsdata.txt to determine how the superseded data were derived.
 AJ3667
 AJ3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9565899317(NAD 83)
 AJ3667_MARKER: I = METAL ROD
 AJ3667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3667_STAMPING: MCDOT 1999
 AJ3667_MARK LOGO: MCDOT 
 AJ3667_PROJECTION: FLUSH
 AJ3667_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ3667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3667+STABILITY: POSITION/ELEVATION WELL
 AJ3667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3667+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AJ3667_ROD/PIPE-DEPTH:  6.7 meters
 AJ3667_SLEEVE-DEPTH  :  0.8 meters
 AJ3667
 AJ3667  HISTORY     - Date     Condition        Report By
 AJ3667  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3667  HISTORY     - 20050118 GOOD             INDIV
 AJ3667
 AJ3667                          STATION DESCRIPTION
 AJ3667
 AJ3667'DESCRIBED BY MARICOPA CO DOT 2000 (DB)
 AJ3667'THE STATION IS LOCATED WITHIN THE CITY OF PHOENIX, TOWNSHIP 01 NORTH,
 AJ3667'RANGE 02 EAST, SECTION 4
 AJ3667'OWNERSHIP - MARICOPA COUNTY
 AJ3667'TO REACH THE STATION FROM THE JUNCTION OF I-17, US 60 AND 19TH AVE
 AJ3667'(EXIT 197) , DRIVE SOUTH ABOUT 200 FT (61.0 M) TO HILTON AVE AND TURN
 AJ3667'RIGHT (WEST) , THENCE DRIVE WEST 0.4 MI TO 22TH AVE, THENCE TURN RIGHT
 AJ3667'(NORTH) AND DRIVE ABOUT 200 FT (61.0 M) TO DURANGO STREET, THENCE TURN
 AJ3667'LEFT (WEST) AND DRIVE WEST ALONG DURANGO STREET 0.6 MI (1.0 KM) TO
 AJ3667'27TH AVE, CONTINUE DRIVING WEST ALONG DURANGO STREET 0.15 MI (0.24 KM)
 AJ3667'TO R C ESTERBROOKS BLVD, THENCE TURN LEFT (SOUTH) AND DRIVE SOUTH
 AJ3667'ALONG R C ESTERBROOKS BLVD ABOUT 300 FT (91.4 M) TO THE FIRST DRIVE
 AJ3667'ENTRANCE TO THE WEST AND MARKED WITH A MARICOPA DEPARTMENT OF
 AJ3667'TRANSPORTATION SIGN, TURN RIGHT (WEST) DRIVE ABOUT 25 FT (7.6 M)
 AJ3667'PASSED THE FIRST LANDSCAPED PARKWAY AND TURN LEFT (SOUTH) , THENCE
 AJ3667'DRIVE SOUTH ABOUT 130 FT (39.6 M) TO THE SOUTH DRIVE ISLE AND TURN
 AJ3667'RIGHT (WEST) AND DRIVE ABOUT 400 FT (121.9 M) TO A ROLLING GATE, THE
 AJ3667'GATE IS USUALLY OPEN DURING BUSINESS HOURS, IF NOT, ONE CAN ACCESS THE
 AJ3667'STATION THROUGH THE PEDESTRIAN GATE ABOUT 240 FT (73.2 M) NORTH, THE
 AJ3667'STATION IS ABOUT 100 FT (30.5 M) WEST OF THE ROLLING GATE, THE STATION
 AJ3667'IS SET WITHIN A LANDSCAPED ISLAND, THE STATION IS AS DESCRIBED
 AJ3667'MONUMENT DESCRIPTION - THE STATION IS MARKED BY AN ALUMINUM CAP
 AJ3667'COMPRESSED ON A 22.0 FOOT (6.7 M) STAINLESS STEEL ROD DRIVEN TO
 AJ3667'REFUSAL ENCASED IN A 1INCH GREASED PVC SLEEVE ENCLOSED IN A 5 INCH PVC
 AJ3667'PIPE WITH A COUNTY LOGO ACCESS COVER STAMPED MCDOT 1999, SURROUNDED
 AJ3667'WITH A CONCRETE COLLAR FLUSH WITH THE GROUND, NO WHITE CARSONITE
 AJ3667'MARKER
 AJ3667'STATION TIES
 AJ3667'230.0 FEET (70.1 M) SOUTHWEST OF THE SIDEWALK AT THE PEDESTRIAN
 AJ3667'LOCATED ABOUT 240 FT (73.2 M) NORTH OF THE ROLLING GATE FENCE, THE
 AJ3667'FENCES ARE 100.0 FEET (30.5 M) WEST NORTHWEST OF THE CENTER OF ROLLING
 AJ3667'GATE
 AJ3667'THE STATION IS LOCATED IN THE SOUTHERN MOST LANDSCAPED PARKING LOT
 AJ3667'ISLAND LOCATED AT THE SOUTH END OF THE MARICOPA COUNTY DOTS SECURED
 AJ3667'PARKING LOT
 AJ3667'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3667'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AJ3667
 AJ3667                          STATION RECOVERY (2005)
 AJ3667
 AJ3667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JB)
 AJ3667'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG8519 ***********************************************************************
 DG8519  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8519  DESIGNATION -  MCDOT BUCKEYE CORS ARP
 DG8519  CORS_ID     -  AZBK
 DG8519  PID         -  DG8519
 DG8519  STATE/COUNTY-  AZ/MARICOPA
 DG8519  USGS QUAD   -  BUCKEYE (1976)
 DG8519
 DG8519                         *CURRENT SURVEY CONTROL
 DG8519  ___________________________________________________________________
 DG8519* NAD 83(CORS)-  33 22 10.36062(N)    112 37 12.37499(W)     ADJUSTED  
 DG8519* NAVD 88     -              **(meters)            **(feet)            
 DG8519  ___________________________________________________________________
 DG8519  EPOCH DATE  -        2002.00
 DG8519  X           -  -2,050,884.156 (meters)                     COMP
 DG8519  Y           -  -4,922,064.092 (meters)                     COMP
 DG8519  Z           -   3,488,393.669 (meters)                     COMP
 DG8519  ELLIP HEIGHT-         243.687 (meters)          (09/??/08) ADJUSTED
 DG8519  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DG8519  HORZ ORDER  -  SPECIAL (CORS)
 DG8519  ELLP ORDER  -  SPECIAL (CORS)
 DG8519
 DG8519.ITRF positions are available for this station.
 DG8519.The coordinates were established by GPS observations
 DG8519.and adjusted by the National Geodetic Survey in September 2008.
 DG8519.The coordinates are valid at the epoch date displayed above.
 DG8519.The epoch date for horizontal control is a decimal equivalence
 DG8519.of Year/Month/Day.
 DG8519
 DG8519
 DG8519.The PID for the CORS L1 Phase Center is DI9189.
 DG8519
 DG8519.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8519
 DG8519.The ellipsoidal height was determined by GPS observations
 DG8519.and is referenced to NAD 83.
 DG8519
 DG8519.The geoid height was determined by GEOID03.
 DG8519
 DG8519;                    North         East     Units Scale Factor Converg.
 DG8519;SPC AZ C     -   262,953.828   147,902.812   MT  0.99995281   -0 23 12.9
 DG8519;SPC AZ C     -   862,709.41    485,245.45   iFT  0.99995281   -0 23 12.9
 DG8519
 DG8519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8519!SPC AZ C     -   0.99996174  x   0.99995281  =   0.99991456
 DG8519
 DG8519                          SUPERSEDED SURVEY CONTROL
 DG8519
 DG8519  NAD 83(CORS)-  33 22 10.36057(N)    112 37 12.37562(W) AD(2002.00) c
 DG8519  ELLIP H (12/??/04)  243.699  (m)                       GP(2002.00) c c
 DG8519
 DG8519.Superseded values are not recommended for survey control.
 DG8519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8519.See file dsdata.txt to determine how the superseded data were derived.
 DG8519
 DG8519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4928393428(NAD 83)
 DG8519_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG8519
 DG8519                          STATION DESCRIPTION
 DG8519
 DG8519'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DG8519'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8519'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8519'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8519'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8519'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI9189 ***********************************************************************
 DI9189  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI9189  DESIGNATION -  MCDOT BUCKEYE CORS L1 PHASE CENTER
 DI9189  CORS_ID     -  AZBK
 DI9189  PID         -  DI9189
 DI9189  STATE/COUNTY-  AZ/MARICOPA
 DI9189  USGS QUAD   -  BUCKEYE (1976)
 DI9189
 DI9189                         *CURRENT SURVEY CONTROL
 DI9189  ___________________________________________________________________
 DI9189* NAD 83(CORS)-  33 22 10.36063(N)    112 37 12.37497(W)     ADJUSTED  
 DI9189* NAVD 88     -              **(meters)            **(feet)            
 DI9189  ___________________________________________________________________
 DI9189  EPOCH DATE  -        2002.00
 DI9189  X           -  -2,050,884.179 (meters)                     COMP
 DI9189  Y           -  -4,922,064.147 (meters)                     COMP
 DI9189  Z           -   3,488,393.709 (meters)                     COMP
 DI9189  ELLIP HEIGHT-         243.758 (meters)          (09/??/08) ADJUSTED
 DI9189  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DI9189  HORZ ORDER  -  SPECIAL (CORS)
 DI9189  ELLP ORDER  -  SPECIAL (CORS)
 DI9189
 DI9189.ITRF positions are available for this station.
 DI9189.The coordinates were established by GPS observations
 DI9189.and adjusted by the National Geodetic Survey in September 2008.
 DI9189.The coordinates are valid at the epoch date displayed above.
 DI9189.The epoch date for horizontal control is a decimal equivalence
 DI9189.of Year/Month/Day.
 DI9189
 DI9189
 DI9189.The PID for the CORS ARP is DG8519.
 DI9189
 DI9189.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI9189
 DI9189.The ellipsoidal height was determined by GPS observations
 DI9189.and is referenced to NAD 83.
 DI9189
 DI9189.The geoid height was determined by GEOID03.
 DI9189
 DI9189;                    North         East     Units Scale Factor Converg.
 DI9189;SPC AZ C     -   262,953.828   147,902.812   MT  0.99995281   -0 23 12.9
 DI9189;SPC AZ C     -   862,709.41    485,245.45   iFT  0.99995281   -0 23 12.9
 DI9189
 DI9189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9189!SPC AZ C     -   0.99996173  x   0.99995281  =   0.99991454
 DI9189
 DI9189                          SUPERSEDED SURVEY CONTROL
 DI9189
 DI9189  NAD 83(CORS)-  33 22 10.36058(N)    112 37 12.37560(W) AD(2002.00) c
 DI9189  ELLIP H (12/??/04)  243.770  (m)                       GP(2002.00) c c
 DI9189
 DI9189.Superseded values are not recommended for survey control.
 DI9189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9189.See file dsdata.txt to determine how the superseded data were derived.
 DI9189
 DI9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4928393428(NAD 83)
 DI9189_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI9189
 DI9189                          STATION DESCRIPTION
 DI9189
 DI9189'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI9189'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI9189'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI9189'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI9189'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI9189'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2204 ***********************************************************************
 DU2204  DESIGNATION -  MCDOWELL RESET
 DU2204  PID         -  DU2204
 DU2204  STATE/COUNTY-  AZ/MARICOPA
 DU2204  USGS QUAD   -  MC DOWELL PEAK (1965)
 DU2204
 DU2204                         *CURRENT SURVEY CONTROL
 DU2204  ___________________________________________________________________
 DU2204* NAD 83(1992)-  33 39 36.69138(N)    111 49 26.40549(W)     ADJUSTED  
 DU2204* NAVD 88     -      1194.5    (meters)    3919.     (feet)  VERTCON   
 DU2204  ___________________________________________________________________
 DU2204  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 DU2204  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DU2204  HORZ ORDER  -  FIRST
 DU2204
 DU2204.The horizontal coordinates were established by classical geodetic methods
 DU2204.and adjusted by the National Geodetic Survey in August 1993.
 DU2204
 DU2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2204
 DU2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2204
 DU2204.The geoid height was determined by GEOID03.
 DU2204
 DU2204;                    North         East     Units Scale Factor Converg.
 DU2204;SPC AZ C     -   294,970.203   221,953.929   MT  0.99990091   +0 03 04.9
 DU2204;SPC AZ C     -   967,750.01    728,195.31   iFT  0.99990091   +0 03 04.9
 DU2204;UTM  12      - 3,724,784.289   423,602.561   MT  0.99967195   -0 27 24.3
 DU2204
 DU2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2204!SPC AZ C     -   0.99981708  x   0.99990091  =   0.99971801
 DU2204!UTM  12      -   0.99981708  x   0.99967195  =   0.99948909
 DU2204
 DU2204|---------------------------------------------------------------------|
 DU2204| PID    Reference Object                     Distance      Geod. Az  |
 DU2204|                                                           dddmmss.s |
 DU2204| CH5902 MCDOWELL RM 2                         6.814 METERS 08209     |
 DU2204| DV2087 RIVER                                              13816     |
 DU2204| DU2212 THUNDERBIRD APT CONTROL TWR         APPROX.10.5 KM 2384651.5 |
 DU2204| CH5234 T4N R4 5E SECS 24 25 30 31                         2645058.0 |
 DU2204| CH5903 MCDOWELL RM 3                                      2871029.5 |
 DU2204| CH5901 MCDOWELL RM 1                        16.399 METERS 32344     |
 DU2204|---------------------------------------------------------------------|
 DU2204
 DU2204                          SUPERSEDED SURVEY CONTROL
 DU2204
 DU2204  NAD 83(1986)-  33 39 36.68724(N)    111 49 26.40946(W) AD(       ) 1
 DU2204  NAD 27      -  33 39 36.53600(N)    111 49 23.89000(W) AD(       ) 1
 DU2204  NGVD 29 (07/19/86) 1193.9    (m)         3917.     (f) VERT ANG    3  
 DU2204
 DU2204.Superseded values are not recommended for survey control.
 DU2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2204.See file dsdata.txt to determine how the superseded data were derived.
 DU2204
 DU2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2360324784(NAD 83)
 DU2204
 DU2204  HISTORY     - Date     Condition        Report By
 DU2204  HISTORY     - 1935     MONUMENTED       CGS
 DU2204  HISTORY     - 1935     GOOD             CGS
 DU2204  HISTORY     - 1946     GOOD             CGS
 DU2204  HISTORY     - 1947     GOOD             CGS
 DU2204  HISTORY     - 1960     GOOD             AMS
 DU2204  HISTORY     - 1974     GOOD             NGS
 DU2204
 DU2204                          STATION DESCRIPTION
 DU2204
 DU2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU2204'ABOUT 25 MILES, AIR LINE, NORTHEAST OF PHOENIX, ON THE WESTERLY
 DU2204'AND LOWER SUMMIT OF MC DOWELL PEAK, THE HIGHEST POINT IN THE
 DU2204'MC DOWELL MOUNTAINS LYING EAST OF PARADISE VALLEY, AND WEST
 DU2204'OF FORT MC DOWELL.  THE HIGHEST POINT OF MC DOWELL PEAK IS
 DU2204'ON THE SAME RIDGE AS THE STATION, AND ABOUT ONE-HALF MILE
 DU2204'EAST BY SOUTH.  IN 1935 THE STATION DISK HAD BEEN PRIED LOOSE
 DU2204'FROM THE SHANK, BUT WAS STILL IN THE DRILL HOLE.  REFERENCE
 DU2204'MARK NO. 1 (1935), A STANDARD BRONZE REFERENCE DISK,
 DU2204'IS 17.620 METERS (57.81 FEET) FROM STATION N 34 DEG 25 MIN E.
 DU2204'REFERENCE MARK NO. 2 (1935), A STANDARD BRONZE
 DU2204'REFERENCE DISK, IS 6.850 METERS (22.47 FEET) FROM
 DU2204'STATION S 27 DEG 10 MIN E.  THE AZIMUTH MARK, ROCK
 DU2204'CAIRN ON HIGHEST POINT ABOUT ONE-HALF MILE
 DU2204'SOUTH-SOUTHEAST OF STATION, IS S 32 DEG 18 MIN E.
 DU2204
 DU2204                          STATION RECOVERY (1946)
 DU2204
 DU2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2204'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DU2204'AN AZIMUTH MARK WAS ESTABLISHED AS NOTED BELOW.  ORIGINAL
 DU2204'DESCRIPTION IS ADEQUATE EXCEPT AS NOTED.
 DU2204'
 DU2204'TO REACH FROM THE POST OFFICE IN SCOTTSDALE, GO NORTH ON THE
 DU2204'BLACK TOP ROAD FOR 8.0 MILES TO END OF BLACK TOP ROAD.  CONTINUE
 DU2204'STRAIGHT AHEAD, NORTH, FOR 6.3 MILES TO A T INTERSECTION AND
 DU2204'CATTLE GUARD ON THE LEFT.  HERE TURN RIGHT, EAST, AND GO
 DU2204'2.0 MILES TO ANOTHER T INTERSECTION.  HERE TURN RIGHT, SOUTH,
 DU2204'AND GO 1.7 MILES TO A CROSS ROAD.  ROAD TO RIGHT IS DIM AND
 DU2204'LITTLE USED.  HERE TURN LEFT, EAST, OFF MAIN ROAD AND FOLLOW
 DU2204'TRACK ROAD FOR 1.8 MILES TO OLD ADOBE HOUSE.  CIRCLE RIGHT
 DU2204'AROUND FAR SIDE FOR 0.05 MILE TO WOOD GATE.  PASS THROUGH
 DU2204'AND GO FOR 0.55 MILE ON ROUGH TRACK ROAD TO T INTERSECTION
 DU2204'OF AN OLD MINING ROAD.  HERE BEAR LEFT AND GO 1.4 MILES TO
 DU2204'END OF TRUCK TRAVEL.  (AZIMUTH MARK IS 0.6 MILE BEYOND AT
 DU2204'END OF TRACK ROAD ON ROCKY KNOLL ACROSS WASH TO RIGHT.)
 DU2204'FROM HERE PACK SOUTH-SOUTHEAST UP RIDGE THAT BOWS TO THE
 DU2204'LEFT, TO HIGHEST POINT ON WESTERN END OF TOP RIDGE.
 DU2204'THERE ARE TWIN PEAKS TO THE EAST ABOUT 1/2 MILE THAT ARE
 DU2204'HIGHER.  A PACK OF ONE HOUR.
 DU2204'
 DU2204'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED--MC DOWELL
 DU2204'1924 1935 AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS
 DU2204'ABOUT 8 INCHES ABOVE THE GROUND.
 DU2204'
 DU2204'R.M. 1 IS A STANDARD REFERENCE DISK STAMPED--MC DOWELL NO. 1
 DU2204'1924 1935 AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 DU2204'3 FEET ON LOWER SIDE AND 4 INCHES ON UPPER SIDE AND IS ABOUT
 DU2204'25 FEET LOWER THAN STATION.
 DU2204'
 DU2204'R.M. 2 IS A STANDARD REFERENCE DISK STAMPED--MC DOWELL NO. 2
 DU2204'1924 1935 AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS
 DU2204'ABOUT 1 FOOT AND IS ABOUT 3 FEET LOWER THAN STATION.
 DU2204'
 DU2204'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED--MC DOWELL
 DU2204'1946 AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 DU2204'1 FOOT ABOVE THE GROUND AND IS LOCATED ABOUT 1/4 MILE SOUTHWEST
 DU2204'OF A MINING CAMP AND 1/2 MILE NORTH OF STATION.
 DU2204'
 DU2204'DISCREPENCY IN DISTANCE TO REFERENCE MARKS WAS NOTED AND
 DU2204'CHECKED.
 DU2204
 DU2204                          STATION RECOVERY (1947)
 DU2204
 DU2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2204'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 DU2204'CONDITION.  THE CORRECT DISTANCES TO REFERENCE MARKS ARE LISTED
 DU2204'BELOW.  THE CAIRN ORIGINALLY USED AS AN AZIMUTH MARK HAS BEEN
 DU2204'DESTROYED AND A THOROUGH SEARCH WAS MADE FOR THE 1946 AZIMUTH
 DU2204'MARK BUT IT COULD NOT BE FOUND SO A GLO MARK WAS USED.
 DU2204'
 DU2204'THE STATION IS LOCATED ABOUT 25 MILES AIR LINE NORTHEAST OF
 DU2204'PHOENIX ON A ROUND KNOLL WHICH IS 0.5 MILE WEST OF AND ON THE
 DU2204'SAME RIDGE AS THE HIGHEST POINT OF MC DOWELL MOUNTAIN.  THE
 DU2204'STATION MARK IS A BRONZE DISK, PROJECTS
 DU2204'8 INCHES AND IS STAMPED--MC DOWELL 1924 1935.
 DU2204'
 DU2204'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DU2204'PROJECTS 6 INCHES, IS 10 FEET LOWER THAN STATION MARK
 DU2204'AND IS STAMPED--MC DOWELL NO 1 1924 1935.
 DU2204'
 DU2204'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DU2204'PROJECTS 10 INCHES, IS 2 FEET LOWER THAN STATION MARK AND
 DU2204'IS STAMPED--MC DOWELL NO 2 1924 1935.
 DU2204'
 DU2204'THE AZIMUTH MARK IS A GLO MARK SET IN THE TOP OF A 3 INCH PIPE,
 DU2204'4 PACES EAST OF THE CENTER LINE OF ROAD, PROJECTS 6 INCHES
 DU2204'AND IS STAMPED--T4N,R5E,R4E,S25,S26,S30,S31 1914.
 DU2204'
 DU2204'TO REACH THE STATION FROM PHOENIX, GO NORTH ON 7TH STREET FROM
 DU2204'E. VAN BUREN AVENUE FOR 8.3 MILES TO A FIVE POINT INTERSECTION
 DU2204'AT SUNNYSLOPE.  TURN RIGHT, GO NORTHEAST ON DIAGONAL ROAD 2.8
 DU2204'MILES TO POST OFFICE AT CACTUS.  CONTINUE NORTH 3.2 MILES
 DU2204'TO THE BELL ROAD.  TURN RIGHT, GO 6.2 MILES TO A CROSSROAD.
 DU2204'CONTINUE EAST 1.5 MILE TO A WIRE GATE.  PASS THROUGH GATE,
 DU2204'GO 0.1 MILE TO ANOTHER GATE.  PASS THROUGH GATE, GO 0.5 MILE
 DU2204'TO A ROAD AND GATE ON LEFT.  TURN LEFT THROUGH GATE, GO 1.1
 DU2204'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE
 DU2204'1.3 MILE TO A T ROAD.  TURN RIGHT, GO 1.9 MILE TO AN OLD
 DU2204'ADOBE BUILDING ON RIGHT.  TURN RIGHT, PASS THROUGH GATE AND
 DU2204'FOLLOW ROAD SOUTH AND SOUTHEAST 0.6 MILE TO A FORK.  TURN
 DU2204'LEFT, GO 1.6 MILE TO END OF TRUCK TRAVEL AT POINT WHERE
 DU2204'ROAD CROSSES WASH.  FROM HERE, WALK SOUTH UP STEEP RIDGE TO
 DU2204'ROUND KNOLL AND STATION.  A 1-HOUR PACK.
 DU2204'
 DU2204'OBSERVATIONS MADE FROM A 1.2 M TRIPOD.
 DU2204
 DU2204                          STATION RECOVERY (1960)
 DU2204
 DU2204'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DU2204'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DU2204'
 DU2204'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN SCHOOL
 DU2204'RD. AND SCOTTSDALE RD. IN SCOTTSDALE, PROCEED NORTH ON
 DU2204'SCOTTSDALE RD. FOR 8.0 MILES TO BELL RD.  TURN RIGHT (EAST)
 DU2204'FOR 2.0 MILES.  TURN LEFT (NORTH) THROUGH CATTLE-GUARD FOR
 DU2204'2.4 MILES TO A DIRT ROAD TO THE RIGHT AND A TRACK ROAD TO
 DU2204'THE LEFT.  TURN RIGHT (EAST) FOR 1.9 MILES TO ADOBE RUINS ON
 DU2204'RIGHT.  TURN RIGHT (SOUTH) AND FOLLOW MAIN ROAD SOUTH AND
 DU2204'SOUTHEAST FOR 0.6 MILES TO A T JUNCTION, TURN LEFT FOR 1.4
 DU2204'MILES TO WHERE THE ROAD MAKES A SHARP LEFT TURN ACROSS A
 DU2204'WASH.  PROCEED AFOOT UP THE STEEP RIDGE ON THE RIGHT TO THE
 DU2204'STATION ON THE HIGH POINT.
 DU2204'
 DU2204'PACK TIME IS APPROXIMATELY ONE HOUR AND THIRTY MINUTES.
 DU2204'
 DU2204'THE AZIMUTH MARK DESCRIBED IN 1947 DESCRIPTION WAS NOT RECOVERED
 DU2204'AT THE PLACE DESCRIBED BUT A GLO PIPE AND DISK STAMPED
 DU2204'T4N,R5E,S30,S31,1919 WERE RECOVERED AT THAT PLACE.
 DU2204
 DU2204                          STATION RECOVERY (1974)
 DU2204
 DU2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2204'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DU2204'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE GLO MARK WHICH
 DU2204'WAS USED FOR AN AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.
 DU2204'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DU2204'
 DU2204'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, MC DOWELL 1924
 DU2204'NO 3 1974.  IT IS SET IN A DRILL HOLE IN THE EAST END OF A
 DU2204'CONCRETE WATER TROUGH.
 DU2204'
 DU2204'TO REACH THE STATION FROM SCOTTSDALE, GO NORTH ALONG SCOTTSDALE
 DU2204'ROAD FOR ABOUT 13-1/2 MILES TO RAWHIDE ON THE RIGHT, CONTINUE
 DU2204'NORTH FOR 1/4 MILE TO PINNACLE PEAK ROAD.  TURN RIGHT AND GO
 DU2204'EAST FOR 2 MILES TO PIMA ROAD.  TURN RIGHT AND GO SOUTH FOR
 DU2204'1.7 MILES TO A TRACK CROSS ROAD.  TURN LEFT AND GO EAST FOR
 DU2204'1.0 MILE TO A SIDE ROAD RIGHT AND A WATER TROUGH.  REFERENCE
 DU2204'MARK 3 IS IN THE EAST END OF WATER TROUGH.  CONTINUE EAST ALONG
 DU2204'THE TRACK ROAD FOR 0.7 MILE TO A FORK, TAKE THE RIGHT FORK
 DU2204'AND CONTINUE EAST FOR 0.2 MILE TO ADOBE RUINS ON THE RIGHT
 DU2204'AND A CONCRETE WATER TROUGH ON THE LEFT.  TURN RIGHT ABOUT
 DU2204'100 FEET BEYOND THIS POINT AND TAKE A DIM TRACK ROAD SOUTH
 DU2204'FOR 0.5 MILE TO A T-INTERSECTION.  TURN LEFT AND GO EAST
 DU2204'ALONG TRACK ROAD WHICH FOLLOWS THE SOUTH CANYON WALL FOR
 DU2204'1.8 MILES TO A SHARP LEFT TURN AT A DEEP WASH.  PACK SOUTH
 DU2204'UP RIDGES TO STATION ON SECOND HIGH POINT.  A 2 HOUR
 DU2204'PACK.
 DU2204'
 DU2204'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2204'
 DU2204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 DU2204'NORTHEAST OF PHOENIX
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2014 ***********************************************************************
 CZ2014  DESIGNATION -  MCEUEN
 CZ2014  PID         -  CZ2014
 CZ2014  STATE/COUNTY-  AZ/PIMA
 CZ2014  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ2014
 CZ2014                         *CURRENT SURVEY CONTROL
 CZ2014  ___________________________________________________________________
 CZ2014* NAD 83(1992)-  32 25 10.62676(N)    111 46 03.89447(W)     ADJUSTED  
 CZ2014* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 CZ2014  ___________________________________________________________________
 CZ2014  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CZ2014  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ2014  HORZ ORDER  -  SECOND
 CZ2014
 CZ2014.The horizontal coordinates were established by classical geodetic methods
 CZ2014.and adjusted by the National Geodetic Survey in August 1993.
 CZ2014
 CZ2014.The orthometric height was scaled from a topographic map.
 CZ2014
 CZ2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2014
 CZ2014.The geoid height was determined by GEOID03.
 CZ2014
 CZ2014;                    North         East     Units Scale Factor Converg.
 CZ2014;SPC AZ C     -   157,403.834   227,365.891   MT  0.99990242   +0 04 47.4
 CZ2014;SPC AZ C     -   516,416.78    745,951.09   iFT  0.99990242   +0 04 47.4
 CZ2014;UTM  12      - 3,587,208.084   427,813.340   MT  0.99966426   -0 24 41.8
 CZ2014
 CZ2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2014!SPC AZ C     -   0.99992070  x   0.99990242  =   0.99982312
 CZ2014!UTM  12      -   0.99992070  x   0.99966426  =   0.99958498
 CZ2014
 CZ2014|---------------------------------------------------------------------|
 CZ2014| PID    Reference Object                     Distance      Geod. Az  |
 CZ2014|                                                           dddmmss.s |
 CZ2014| CH5905 MCEUEN RM 1                           9.844 METERS 13725     |
 CZ2014| CH5906 MCEUEN RM 2                          10.096 METERS 22441     |
 CZ2014| CH5904 MCEUEN AZ MK                                       2674721.7 |
 CZ2014|---------------------------------------------------------------------|
 CZ2014
 CZ2014                          SUPERSEDED SURVEY CONTROL
 CZ2014
 CZ2014  NAD 83(1986)-  32 25 10.62096(N)    111 46 03.89382(W) AD(       ) 2
 CZ2014  NAD 27      -  32 25 10.37000(N)    111 46 01.43800(W) AD(       ) 2
 CZ2014
 CZ2014.Superseded values are not recommended for survey control.
 CZ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2014.See file dsdata.txt to determine how the superseded data were derived.
 CZ2014
 CZ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA2781387208(NAD 83)
 CZ2014_MARKER: DS = TRIANGULATION STATION DISK
 CZ2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2014
 CZ2014  HISTORY     - Date     Condition        Report By
 CZ2014  HISTORY     - 1936     MONUMENTED       CGS
 CZ2014  HISTORY     - 1967     GOOD             CGS
 CZ2014
 CZ2014                          STATION DESCRIPTION
 CZ2014
 CZ2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2014'ABOUT 14 MILES WEST OF SILVERBELL, 17 MILES EAST-NORTHEAST
 CZ2014'OF SANTA ROSA AND 3 MILES SOUTH OF THE MC EUEN RANCH HOUSE,
 CZ2014'ON THE BRUSH-COVERED FLATS, ON THE SOUTH EDGE OF SEC. 32,
 CZ2014'T. 10 S., R. 6 E., AND 25.2 FEET NORTH OF AN EAST AND WEST
 CZ2014'FENCE.  THE STATION AND UNDERGROUND MARKS ARE BRONZE DISKS
 CZ2014'SET IN CONCRETE.  THE REFERENCE
 CZ2014'MARKS ARE STANDARD DISKS MOUNTED ON BRONZE RODS PROJECTING
 CZ2014'ABOUT 4 INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 1, 1-1/2
 CZ2014'FEET NORTH OF THE EAST AND WEST FENCE, IS 9.844 METERS (32.30
 CZ2014'FEET) FROM STATION S 42 DEG 35 MIN E.  REFERENCE
 CZ2014'MARK NO. 2, 1-1/2 FEET NORTH OF THE EAST AND WEST FENCE, IS
 CZ2014'10.096 METERS (33.12 FEET) FROM STATION S 44 DEG 41 MIN W.
 CZ2014'THE HORIZONTAL DISTANCE BETWEEN THE REFERENCE
 CZ2014'MARKS IS 13.753 METERS (45.14 FEET).  THE AZIMUTH MARK, A
 CZ2014'STANDARD BRONZE DISK IS 1-1/2 FEET NORTH OF THE
 CZ2014'EAST AND WEST FENCE, 2 FEET NORTH OF A GENERAL LAND
 CZ2014'OFFICE PIPE STAMPED S32/S5-1/4 AND 225 YARDS FROM STATION
 CZ2014'S 87 DEG 47 MIN W.
 CZ2014
 CZ2014                          STATION RECOVERY (1967)
 CZ2014
 CZ2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ2014'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CZ2014'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 CZ2014'STATION FOLLOWS.
 CZ2014'
 CZ2014'TO REACH THE STATION FROM AN INDIAN VILLAGE CALLED GU KOMELIK
 CZ2014'WHICH IS ABOUT 30 MILES SOUTH-SOUTHWEST OF CASA GRANDE, ALONG
 CZ2014'THE EAST SIDE OF THE PAVED ROAD, GO EASTERLY ALONG THE POWERLINE
 CZ2014'ROAD FOR ABOUT 9 MILES TO A POINT WHERE THE POWERLINE TURNS
 CZ2014'TOWARDS THE EAST-NORTHEAST AND THE EAST BOUNDARY FENCE OF THE
 CZ2014'PAPAGO INDIAN RESERVATION.  PASS THROUGH THE WIRE GATE, TURN
 CZ2014'RIGHT AND GO SOUTH ALONG THE EAST SIDE OF THE FENCE LINE
 CZ2014'ON A BLADED ROAD FOR 2.0 MILES TO A FENCE CORNER, TURN LEFT
 CZ2014'AND GO EAST ALONG THE NORTH SIDE OF THE FENCELINE FOR 1.7
 CZ2014'MILES TO THE AZIMUTH MARK ABOUT 3 FEET NORTH OF THE
 CZ2014'EAST-WEST FENCE LINE.  CONTINUE EAST ALONG THE NORTH SIDE OF
 CZ2014'THE FENCE LINE FOR ABOUT 400 FEET TO THE STATION ON THE
 CZ2014'LEFT, NORTH SIDE OF THE ROAD.
 CZ2014'
 CZ2014'NOTE--A 4-WHEEL DRIVE VEHICLE IS A MUST DUE TO DEEP WASHES
 CZ2014'AND THE ROAD IS COMPLETELY WASHED OUT IN MANY PLACES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2024 ***********************************************************************
 DU2024  DESIGNATION -  MCFADDEN
 DU2024  PID         -  DU2024
 DU2024  STATE/COUNTY-  AZ/GILA
 DU2024  USGS QUAD   -  MC FADDEN PEAK (1986)
 DU2024
 DU2024                         *CURRENT SURVEY CONTROL
 DU2024  ___________________________________________________________________
 DU2024* NAD 83(1992)-  33 54 36.42336(N)    110 57 56.63368(W)     ADJUSTED  
 DU2024* NAVD 88     -      2175.     (meters)    7136.     (feet)  SCALED    
 DU2024  ___________________________________________________________________
 DU2024  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DU2024  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DU2024  HORZ ORDER  -  SECOND
 DU2024
 DU2024.The horizontal coordinates were established by classical geodetic methods
 DU2024.and adjusted by the National Geodetic Survey in August 1993.
 DU2024
 DU2024.The orthometric height was scaled from a topographic map.
 DU2024
 DU2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2024
 DU2024.The geoid height was determined by GEOID03.
 DU2024
 DU2024;                    North         East     Units Scale Factor Converg.
 DU2024;SPC AZ E     -   322,972.423   139,467.376   MT  0.99996729   -0 26 44.9
 DU2024;SPC AZ E     - 1,059,620.81    457,570.13   iFT  0.99996729   -0 26 44.9
 DU2024;UTM  12      - 3,752,190.597   503,167.944   MT  0.99960012   +0 01 08.8
 DU2024
 DU2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2024!SPC AZ E     -   0.99966278  x   0.99996729  =   0.99963008
 DU2024!UTM  12      -   0.99966278  x   0.99960012  =   0.99926303
 DU2024
 DU2024                          SUPERSEDED SURVEY CONTROL
 DU2024
 DU2024  NAD 83(1986)-  33 54 36.41831(N)    110 57 56.63795(W) AD(       ) 2
 DU2024  NAD 27      -  33 54 36.24800(N)    110 57 54.20300(W) AD(       ) 2
 DU2024
 DU2024.Superseded values are not recommended for survey control.
 DU2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2024.See file dsdata.txt to determine how the superseded data were derived.
 DU2024
 DU2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0316852191(NAD 83)
 DU2024_MARKER: DD = SURVEY DISK
 DU2024_SETTING: 80 = SET IN A BOULDER
 DU2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2024+STABILITY: SURFACE MOTION
 DU2024
 DU2024  HISTORY     - Date     Condition        Report By
 DU2024  HISTORY     - 1938     MONUMENTED       USFS
 DU2024  HISTORY     - 1967     GOOD             AMS
 DU2024  HISTORY     - 1970     POOR             LOCENG
 DU2024
 DU2024                          STATION DESCRIPTION
 DU2024
 DU2024'DESCRIBED BY US FOREST SERVICE 1938
 DU2024'USFS MC FADDEN IS A STANDARD FOREST
 DU2024'SERVICE TABLET SET IN A BOULDER TO THE WEST OF STATION MC FADDEN.
 DU2024'
 DU2024'STATION IS REACHED FROM YOUNG BY GOING SOUTH ON THE GLOBE-YOUNG
 DU2024'ROAD 17.5 MILES.  THENCE TURN SHARP RIGHT INTO A DUGWAY ROAD
 DU2024'LEADING TO THE MC FADDEN L.O. FOR 1.3 MILES TO TOP OF MOUNTAIN
 DU2024'AND STATION.
 DU2024
 DU2024                          STATION RECOVERY (1967)
 DU2024
 DU2024'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RCC)
 DU2024'MARK RECOVERED AND DESCRIPTION ADEQUATE THE DISTANCE CHECK FROM
 DU2024'MC FADDEN USC AND GS 1938 TO MC FADDEN USFS CHECKED .002M.
 DU2024'THE ANGLE TEST WAS 5 MINUTES.  IT IS BELIEVED THAT ICE FORMING
 DU2024'IN THE CRACKS AROUND THE DISK COULD POSSIBLY HAVE MOVED THE MARK
 DU2024'SLIGHTLY, TO THE SOUTH.
 DU2024
 DU2024                          STATION RECOVERY (1970)
 DU2024
 DU2024'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (THF)
 DU2024'RECOVERED BY DEPT. OF PHYS.-ASTR CALIF STATE COLLEGE-LONG BEACH
 DU2024'
 DU2024'MC FADDEN 1926--POOR.  (SEE BELOW) NEEDS REPAIR.
 DU2024'
 DU2024'THE MARKER HAS BEEN SLIGHTLY MUTILATED, APPARENTLY BY A GRADER
 DU2024'OR SNOW PLOW BLADE, BUT IS STILL LEGIBLE AND USABLE.  THE MARK IS
 DU2024'SET IN ROCK, AND THE ROCK HAS ERODED AROUND THE DISK SUFFICIENTLY
 DU2024'TO EXPOSE A PORTION OF THE BOTTOM OF THE DISK.  THIS MARK NEEDS
 DU2024'REPAIRS.  IT IS SUGGESTED THAT IT BE REPAIRED BEFORE NEXT WINTER,
 DU2024'SO AS TO PREVENT HEAVING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2025 ***********************************************************************
 DU2025  DESIGNATION -  MCFADDEN
 DU2025  PID         -  DU2025
 DU2025  STATE/COUNTY-  AZ/GILA
 DU2025  USGS QUAD   -  MC FADDEN PEAK (1986)
 DU2025
 DU2025                         *CURRENT SURVEY CONTROL
 DU2025  ___________________________________________________________________
 DU2025* NAD 83(1992)-  33 54 36.39451(N)    110 57 56.46629(W)     ADJUSTED  
 DU2025* NAVD 88     -      2175.47   (+/-2cm)    7137.4    (feet)  VERTCON   
 DU2025  ___________________________________________________________________
 DU2025  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DU2025  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DU2025  HORZ ORDER  -  FIRST
 DU2025  VERT ORDER  -  THIRD ? (See Below)
 DU2025
 DU2025.The horizontal coordinates were established by classical geodetic methods
 DU2025.and adjusted by the National Geodetic Survey in August 1993.
 DU2025
 DU2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2025.The vertical order pertains to the NGVD 29 superseded value.
 DU2025
 DU2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2025
 DU2025.The geoid height was determined by GEOID03.
 DU2025
 DU2025;                    North         East     Units Scale Factor Converg.
 DU2025;SPC AZ E     -   322,971.500   139,471.669   MT  0.99996728   -0 26 44.8
 DU2025;SPC AZ E     - 1,059,617.78    457,584.22   iFT  0.99996728   -0 26 44.8
 DU2025;UTM  12      - 3,752,189.710   503,172.243   MT  0.99960012   +0 01 08.9
 DU2025
 DU2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2025!SPC AZ E     -   0.99966268  x   0.99996728  =   0.99962997
 DU2025!UTM  12      -   0.99966268  x   0.99960012  =   0.99926293
 DU2025
 DU2025:                Primary Azimuth Mark                     Grid Az
 DU2025:SPC AZ E     -  TREE                                     011 36 24.3
 DU2025:UTM  12      -  TREE                                     011 08 30.6
 DU2025
 DU2025|---------------------------------------------------------------------|
 DU2025| PID    Reference Object                     Distance      Geod. Az  |
 DU2025|                                                           dddmmss.s |
 DU2025| DU2022 TREE                                APPROX. 2.1 KM 0110939.5 |
 DU2025| CD2307 MCFADDEN RM 1                        11.265 METERS 20317     |
 DU2025| DU2023 MCFADDEN LOOKOUT TOWER               13.454 METERS 20704     |
 DU2025| DU2024 MCFADDEN                              4.391 METERS 28141     |
 DU2025| CD2308 MCFADDEN RM 2                         8.515 METERS 33157     |
 DU2025|---------------------------------------------------------------------|
 DU2025
 DU2025                          SUPERSEDED SURVEY CONTROL
 DU2025
 DU2025  NAD 83(1986)-  33 54 36.38946(N)    110 57 56.47056(W) AD(       ) 1
 DU2025  NAD 27      -  33 54 36.21900(N)    110 57 54.03500(W) AD(       ) 1
 DU2025  NGVD 29 (07/19/86) 2174.64   (m)         7134.6    (f) LEVELING    3  
 DU2025
 DU2025.Superseded values are not recommended for survey control.
 DU2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2025.See file dsdata.txt to determine how the superseded data were derived.
 DU2025
 DU2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0317252190(NAD 83)
 DU2025_MARKER: DS = TRIANGULATION STATION DISK
 DU2025_SETTING: 80 = SET IN A BOULDER
 DU2025_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2025
 DU2025  HISTORY     - Date     Condition        Report By
 DU2025  HISTORY     - 1938     MONUMENTED       CGS
 DU2025  HISTORY     - 1946     GOOD             USGS
 DU2025  HISTORY     - 1947     GOOD             CGS
 DU2025  HISTORY     - 1960     GOOD             USGS
 DU2025  HISTORY     - 1963     GOOD             USGS
 DU2025  HISTORY     - 1967     GOOD             AMS
 DU2025  HISTORY     - 1970     GOOD             LOCENG
 DU2025  HISTORY     - 1972     GOOD             NGS
 DU2025
 DU2025                          STATION DESCRIPTION
 DU2025
 DU2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2025'STATION IS LOCATED ON MC FADDEN PEAK WHICH IS ABOUT 13 MILES
 DU2025'SOUTH OF YOUNG AND ABOUT 1 MILE WEST OF THE YOUNG GLOBE ROAD.
 DU2025'THE STATION IS ABOUT 6 FT LOWER THAN THE TOP OF THE MOUNTAIN.
 DU2025'A LOOKOUT TOWER SITS ON THE HIGHEST POINT.  IT IS ABOUT 14 FT
 DU2025'EAST OF THE N.E. CORNER OF THE LOOKOUT HOUSE AND ABOUT 37 FT
 DU2025'N, BY E. FROM THE N.E. CORNER OF THE LOOKOUT TOWER.
 DU2025'
 DU2025'STATION IS REACHED FROM YOUNG BY GOING SOUTH ON THE GLOBE-YOUNG
 DU2025'ROAD 17.5 MILES.  THENCE TURN SHARP RIGHT INTO A DUGWAY ROAD
 DU2025'LEADING TO THE MC FADDEN L.O. FOR 1.3 MILES TO TOP OF MOUNTAIN
 DU2025'AND STATION.
 DU2025'
 DU2025'R.M. NO. 1 IS SET IN THE CONCRETE FOUNDATION OF THE N.E. CORNER
 DU2025'OF LOOKOUT TOWER.  R.M. NO 2 IS SET IN A BOULDER ABOUT 2 FT
 DU2025'LOWER THAN STATION TO THE N.W.  USFS MC FADDEN IS A STANDARD
 DU2025'FOREST SERVICE TABLET SET IN A BOULDER TO THE WEST OF STATION.
 DU2025
 DU2025                          STATION RECOVERY (1946)
 DU2025
 DU2025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2025'RECOVERED AS DESCRIBED BY NGS.
 DU2025
 DU2025                          STATION RECOVERY (1947)
 DU2025
 DU2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2025'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 DU2025'AS DESCRIBED WITH THE EXCEPTION OF DIFFERENCES IN DIRECTION
 DU2025'TO REFERENCE MARK NO. 1 AND SMALL DIFFERENCES IN DISTANCE TO
 DU2025'ALL REFERENCE MARKS.
 DU2025'
 DU2025'THE STATION IS ON MC FADDEN PEAK WHICH IS ABOUT 13 MILES SOUTH
 DU2025'OF YOUNG AND ABOUT 1.0 MILE WEST OF THE YOUNG-GLOBE HIGHWAY,
 DU2025'37 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT TOWER,
 DU2025'14 FEET EAST OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE.  A
 DU2025'BRONZE DISK SET IN A BOULDER WHICH PROJECTS 8 INCHES AND IS
 DU2025'STAMPED--MC FADDEN 1938.
 DU2025'
 DU2025'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN THE EAST CONCRETE
 DU2025'BASE OF THE LOOKOUT TOWER AND IS STAMPED--MC FADDEN NO 1 1938.
 DU2025'
 DU2025'REFERENCE MARK NO. 2 IS ABOUT 33 FEET NORTH OF THE EAST CORNER
 DU2025'OF THE LOOKOUT HOUSE SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU2025'6 INCHES AND IS STAMPED--MC FADDEN NO 2 1938.
 DU2025'
 DU2025'A U.S.F.S. TRIANGULATION DISK IS 4 FEET NORTH OF THE EAST
 DU2025'CORNER OF THE LOOKOUT HOUSE, SET IN OUTCROPPING BEDROCK WHICH
 DU2025'PROJECTS 7 INCHES AND IS STAMPED--MC FADDEN 1926.
 DU2025'
 DU2025'STATION TREE 1938 WAS USED AS THE AZIMUTH MARK.
 DU2025'
 DU2025'TO REACH FROM YOUNG.  GO SOUTH ON THE GLOBE-YOUNG ROAD FOR 17.5
 DU2025'MILES TO THE SUMMIT OF A SMALL HILL AND A ROAD RIGHT UP A
 DU2025'DUGWAY.  TURN SHARP RIGHT UP DUGWAY FOR APPROXIMATELY 1.0 MILES
 DU2025'TO MC FADDEN PEAK AND LOOKOUT AND STATION SITE.  A DRIVE STATION.
 DU2025'
 DU2025'OBSERVATIONS MADE FROM A 4.57 M TRIPOD.
 DU2025
 DU2025                          STATION RECOVERY (1960)
 DU2025
 DU2025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DU2025'RECOVERED AS DESCRIBED BY USGS AND NGS.
 DU2025
 DU2025                          STATION RECOVERY (1963)
 DU2025
 DU2025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2025'RECOVERED AS DESCRIBED BY USGS AND NGS.
 DU2025
 DU2025                          STATION RECOVERY (1967)
 DU2025
 DU2025'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RCC)
 DU2025'STATION MARK, REFERENCE MARK AND AZIMUTH RECOVERED AND
 DU2025'DESCRIPTION ADEQUATE.
 DU2025
 DU2025                          STATION RECOVERY (1970)
 DU2025
 DU2025'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (THF)
 DU2025'STATION RECOVERED BY DEPT. OF PHYS-ASTR CALF. STATE COLLEGE - LONG
 DU2025'BEACH.
 DU2025'
 DU2025'MC FADDEN NO 1 1938--FAIR.
 DU2025'
 DU2025'THE CEMENT PATCHING AROUND THE PERIPHERY OF THE DISK IS CRACKED
 DU2025'AND ERODED, AND SHOULD BE REPATCHED.  (THIS MARK IS SET IN THE
 DU2025'TOP OF A CONCRETE POST ABOUT A FOOT N OF THE N SIDE OF THE
 DU2025'FIRE-LOOKOUT TOWER ON MC FADDEN PEAK, ABOUT 1 MI BY FOREST
 DU2025'SERVICE ROAD 561 FROM ARIZONA STATE HIGHWAY 288, BETWEEN GLOBE
 DU2025'AND YOUNG, ARIZONA.)
 DU2025
 DU2025                          STATION RECOVERY (1972)
 DU2025
 DU2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DU2025'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DU2025'THE ROUTE TO THE STATION IS ADEQUATE.
 DU2025'
 DU2025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH
 DU2025'OF YOUNG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2023 ***********************************************************************
 DU2023  DESIGNATION -  MCFADDEN LOOKOUT TOWER
 DU2023  PID         -  DU2023
 DU2023  STATE/COUNTY-  AZ/GILA
 DU2023  USGS QUAD   -  MC FADDEN PEAK (1986)
 DU2023
 DU2023                         *CURRENT SURVEY CONTROL
 DU2023  ___________________________________________________________________
 DU2023* NAD 83(1992)-  33 54 36.00565(N)    110 57 56.70455(W)     ADJUSTED  
 DU2023* NAVD 88     -      2175.     (meters)    7136.     (feet)  SCALED    
 DU2023  ___________________________________________________________________
 DU2023  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DU2023  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DU2023  HORZ ORDER  -  THIRD
 DU2023
 DU2023.The horizontal coordinates were established by classical geodetic methods
 DU2023.and adjusted by the National Geodetic Survey in August 1993.
 DU2023
 DU2023.The orthometric height was scaled from a topographic map.
 DU2023
 DU2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2023
 DU2023.The geoid height was determined by GEOID03.
 DU2023
 DU2023;                    North         East     Units Scale Factor Converg.
 DU2023;SPC AZ E     -   322,959.568   139,465.455   MT  0.99996729   -0 26 45.0
 DU2023;SPC AZ E     - 1,059,578.64    457,563.83   iFT  0.99996729   -0 26 45.0
 DU2023;UTM  12      - 3,752,177.731   503,166.128   MT  0.99960012   +0 01 08.8
 DU2023
 DU2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2023!SPC AZ E     -   0.99966278  x   0.99996729  =   0.99963008
 DU2023!UTM  12      -   0.99966278  x   0.99960012  =   0.99926303
 DU2023
 DU2023                          SUPERSEDED SURVEY CONTROL
 DU2023
 DU2023  NAD 83(1986)-  33 54 36.00096(N)    110 57 56.70845(W) AD(       ) 4
 DU2023  NAD 27      -  33 54 35.83100(N)    110 57 54.27300(W) AD(       ) 3
 DU2023
 DU2023.Superseded values are not recommended for survey control.
 DU2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2023.See file dsdata.txt to determine how the superseded data were derived.
 DU2023
 DU2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0316652178(NAD 83)
 DU2023_MARKER: 57 = LOOKOUT TOWER
 DU2023
 DU2023  HISTORY     - Date     Condition        Report By
 DU2023  HISTORY     - 1947     FIRST OBSERVED   CGS
 DU2023
 DU2023                          STATION DESCRIPTION
 DU2023
 DU2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DU2023'STATION IS LOCATED ON MC FADDEN PEAK WHICH IS ABOUT 13 MILES
 DU2023'SOUTH OF YOUNG AND ABOUT 1 MILE WEST OF THE YOUNG GLOBE ROAD.
 DU2023'AT THE TOP OF THE MOUNTAIN,
 DU2023'A LOOKOUT TOWER SITS ON THE HIGHEST POINT.
 DU2023'
 DU2023'STATION IS REACHED FROM YOUNG BY GOING SOUTH ON THE GLOBE-YOUNG
 DU2023'ROAD 17.5 MILES.  THENCE TURN SHARP RIGHT INTO A DUGWAY ROAD
 DU2023'LEADING TO THE MC FADDEN L.O. FOR 1.3 MILES TO TOP OF MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1181 ***********************************************************************
 CG1181  DESIGNATION -  MCGREW
 CG1181  PID         -  CG1181
 CG1181  STATE/COUNTY-  AZ/COCHISE
 CG1181  USGS QUAD   -  MC GREW SPRING (1973)
 CG1181
 CG1181                         *CURRENT SURVEY CONTROL
 CG1181  ___________________________________________________________________
 CG1181* NAD 83(1992)-  31 51 10.69225(N)    110 20 27.66545(W)     ADJUSTED  
 CG1181* NAVD 88     -      1400.8    (meters)    4596.     (feet)  VERTCON   
 CG1181  ___________________________________________________________________
 CG1181  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CG1181  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG1181  HORZ ORDER  -  SECOND
 CG1181
 CG1181.The horizontal coordinates were established by classical geodetic methods
 CG1181.and adjusted by the National Geodetic Survey in August 1993.
 CG1181
 CG1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1181
 CG1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1181
 CG1181.The geoid height was determined by GEOID03.
 CG1181
 CG1181;                    North         East     Units Scale Factor Converg.
 CG1181;SPC AZ E     -    94,578.411   196,860.380   MT  0.99990336   -0 05 31.2
 CG1181;SPC AZ E     -   310,296.62    645,867.39   iFT  0.99990336   -0 05 31.2
 CG1181;UTM  12      - 3,524,327.936   562,344.091   MT  0.99964793   +0 20 52.0
 CG1181
 CG1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1181!SPC AZ E     -   0.99978446  x   0.99990336  =   0.99968784
 CG1181!UTM  12      -   0.99978446  x   0.99964793  =   0.99943246
 CG1181
 CG1181|---------------------------------------------------------------------|
 CG1181| PID    Reference Object                     Distance      Geod. Az  |
 CG1181|                                                           dddmmss.s |
 CG1181| CS6138 MCGREW RM 2                          11.885 METERS 00028     |
 CG1181| CS6137 MCGREW RM 1                          12.097 METERS 17948     |
 CG1181|---------------------------------------------------------------------|
 CG1181
 CG1181                          SUPERSEDED SURVEY CONTROL
 CG1181
 CG1181  NAD 83(1986)-  31 51 10.68575(N)    110 20 27.66188(W) AD(       ) 2
 CG1181  NGVD 29 (06/28/91) 1399.9    (m)         4593.     (f) VERT ANG    3  
 CG1181
 CG1181.Superseded values are not recommended for survey control.
 CG1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1181.See file dsdata.txt to determine how the superseded data were derived.
 CG1181
 CG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6234424328(NAD 83)
 CG1181_MARKER: DS = TRIANGULATION STATION DISK
 CG1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1181+STABILITY: SURFACE MOTION
 CG1181
 CG1181  HISTORY     - Date     Condition        Report By
 CG1181  HISTORY     - 1986     MONUMENTED       AZDT
 CG1181  HISTORY     - 19981001 GOOD             USPSQD
 CG1181  HISTORY     - 20051031 MARK NOT FOUND   NGS
 CG1181
 CG1181                          STATION DESCRIPTION
 CG1181
 CG1181'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1181'THE STATION IS LOCATED 8 MILES SOUTHWEST OF BENSON ON TOP OF A 20 FOOT
 CG1181'HIGHWAY CUT ALONG THE EAST SIDE OF STATE ROUTE 90.
 CG1181'
 CG1181'THE STATION MARK IS AN AZDT DISK STAMPED---MCGREW 1986---.  IT IS SET
 CG1181'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 98 FEET EAST OF
 CG1181'THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF THE WITNESS POST AND 2
 CG1181'FEET WEST OF THE RIGHT OF WAY FENCE.
 CG1181'
 CG1181'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MCGREW RM 1 1986---.  IT IS
 CG1181'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1181'
 CG1181'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MCGREW RM 2 1986---.  IT IS
 CG1181'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1181'
 CG1181'TO REACH THE STATION FROM BENSON TRAVEL WEST 3 MILES ALONG INTERSTATE
 CG1181'HIGHWAY 10 TO THE STATE ROUTE 90 INTERCHANGE.  TRAVEL SOUTH ALONG
 CG1181'STATE ROUTE 90 FOR 7.55 MILES TO A CROSS ROAD, CONTINUE SOUTH ALONG
 CG1181'S.R. 90 FOR 0.15 MILE TO THE STATION ON THE LEFT AT MILE POST 297.25.
 CG1181
 CG1181                          STATION RECOVERY (1998)
 CG1181
 CG1181'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1181'RECOVERED IN GOOD CONDITION.
 CG1181
 CG1181                          STATION RECOVERY (2005)
 CG1181
 CG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG1181'CIRCA 2000, HWY 90 WAS 4-LANED WITH NEW NORTH-BOUND LANES REMOVING ANY
 CG1181'SIGN OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0574 ***********************************************************************
 ES0574  HT_MOD      -  This is a Height Modernization Survey Station.
 ES0574  DESIGNATION -  MCGUIREVILLE
 ES0574  PID         -  ES0574
 ES0574  STATE/COUNTY-  AZ/YAVAPAI
 ES0574  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0574
 ES0574                         *CURRENT SURVEY CONTROL
 ES0574  ___________________________________________________________________
 ES0574* NAD 83(2007)-  34 38 31.02076(N)    111 48 56.10054(W)     ADJUSTED  
 ES0574* NAVD 88     -      1037.42   (meters)    3403.6    (feet)  GPS OBS   
 ES0574  ___________________________________________________________________
 ES0574  EPOCH DATE  -        2007.00
 ES0574  X           -  -1,952,471.249 (meters)                     COMP
 ES0574  Y           -  -4,877,678.478 (meters)                     COMP
 ES0574  Z           -   3,605,833.502 (meters)                     COMP
 ES0574  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 ES0574  ELLIP HEIGHT-        1011.826 (meters)          (02/10/07) ADJUSTED
 ES0574  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 ES0574
 ES0574  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0574  Type    PID    Designation                      North   East  Ellip
 ES0574  -------------------------------------------------------------------
 ES0574  NETWORK ES0574 MCGUIREVILLE                      0.55   0.49   1.63
 ES0574  -------------------------------------------------------------------
 ES0574
 ES0574.The horizontal coordinates were established by GPS observations
 ES0574.and adjusted by the National Geodetic Survey in February 2007.
 ES0574
 ES0574.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0574.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0574.The horizontal coordinates are valid at the epoch date displayed above.
 ES0574.The epoch date for horizontal control is a decimal equivalence
 ES0574.of Year/Month/Day.
 ES0574
 ES0574.The orthometric height was determined by GPS observations and a
 ES0574.high-resolution geoid model.
 ES0574.The orthometric height was determined by GPS observations and a
 ES0574.high-resolution geoid model using precise GPS observation and
 ES0574.processing techniques. It supersedes the leveled height previously
 ES0574.determined for this station.
 ES0574
 ES0574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0574
 ES0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0574
 ES0574.The ellipsoidal height was determined by GPS observations
 ES0574.and is referenced to NAD 83.
 ES0574
 ES0574.The geoid height was determined by GEOID03.
 ES0574
 ES0574;                    North         East     Units Scale Factor Converg.
 ES0574;SPC AZ C     -   403,861.758   222,626.789   MT  0.99990106   +0 03 26.9
 ES0574;SPC AZ C     - 1,325,005.77    730,402.85   iFT  0.99990106   +0 03 26.9
 ES0574;UTM  12      - 3,833,640.300   425,253.027   MT  0.99966886   -0 27 49.1
 ES0574
 ES0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0574!SPC AZ C     -   0.99984120  x   0.99990106  =   0.99974227
 ES0574!UTM  12      -   0.99984120  x   0.99966886  =   0.99951011
 ES0574
 ES0574|---------------------------------------------------------------------|
 ES0574| PID    Reference Object                     Distance      Geod. Az  |
 ES0574|                                                           dddmmss.s |
 ES0574| ES0575 MCGUIREVILLE RM 1                    12.328 METERS 10837     |
 ES0574| ES0573 MCGUIREVILLE RM 2                    10.466 METERS 15815     |
 ES0574| ES1020 MON                                 APPROX. 4.3 KM 2275005.8 |
 ES0574|---------------------------------------------------------------------|
 ES0574
 ES0574                          SUPERSEDED SURVEY CONTROL
 ES0574
 ES0574  NAD 83(1992)-  34 38 31.02025(N)    111 48 56.10017(W) AD(       ) A
 ES0574  ELLIP H (05/31/05) 1011.825  (m)                       GP(       ) 4 2
 ES0574  NAD 83(1992)-  34 38 31.02048(N)    111 48 56.09216(W) AD(       ) 2
 ES0574  NAD 83(1986)-  34 38 31.01524(N)    111 48 56.08859(W) AD(       ) 2
 ES0574  NAD 27      -  34 38 30.92960(N)    111 48 53.54650(W) AD(       ) 2
 ES0574  NAVD 88 (06/15/91) 1037.417  (m)         3403.59   (f) ADJUSTED    2 0
 ES0574  NGVD 29 (??/??/92) 1036.692  (m)         3401.21   (f) ADJ UNCH    2 0
 ES0574
 ES0574.Superseded values are not recommended for survey control.
 ES0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0574.See file dsdata.txt to determine how the superseded data were derived.
 ES0574
 ES0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2525333640(NAD 83)
 ES0574_MARKER: DS = TRIANGULATION STATION DISK
 ES0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0574_STAMPING: MCGUIREVILLE 1959
 ES0574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0574+STABILITY: SURFACE MOTION
 ES0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0574+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 ES0574
 ES0574  HISTORY     - Date     Condition        Report By
 ES0574  HISTORY     - 1959     MONUMENTED       CGS
 ES0574  HISTORY     - 1959     GOOD             CGS
 ES0574  HISTORY     - 1969     GOOD             NGS
 ES0574  HISTORY     - 1975     GOOD             USE
 ES0574  HISTORY     - 20031215 GOOD             SHEPH
 ES0574
 ES0574                          STATION DESCRIPTION
 ES0574
 ES0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0574'THE STATION IS LOCATED ON THE TOP OF A CUT BANK ON THE EAST
 ES0574'RIGHT-OF-WAY OF STATE HIGHWAY 79, 6 MILES NORTH OF CAMP VERDE,
 ES0574'3-1/2 MILES WEST OF MONTEZUMA CASTLE NATIONAL MONUMENT AND 0.1
 ES0574'MILE NORTH OF MC GUIREVILLE.
 ES0574'
 ES0574'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO NORTH
 ES0574'ON THE OLD HIGHWAY FOR 4.8 MILES TO ITS JUNCTION WITH STATE
 ES0574'HIGHWAY 79, TURN RIGHT, NORTHEAST, GO 1.2 MILES ON STATE HIGHWAY 79
 ES0574'TO A Y-FORK, (THE RIGHT FORK LEADS TO MC GUIREVILLE) KEEP LEFT ON
 ES0574'THE HIGHWAY AND GO 0.3 MILE TO STOCK GUARD, TURN SHARP RIGHT
 ES0574'BEDFORE CROSSING THE CATTLE GUARD AND GO SOUTH ALONG THE EAST SIDE
 ES0574'OF THE HIGHWAY FOR 0.05 TO THE STATION.
 ES0574'
 ES0574'THE STATION MARK, STAMPED MC GUIREVILLE 1959, IS A STANDARD DISK
 ES0574'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ES0574'4 INCHES.  IT IS 76 FEET EAST OF THE EAST EDGE OF THE CUT BANK,
 ES0574'30 FEET SOUTHWEST OF A FENCELINE AND 10.5 FEET NORTH OF A WITNESS
 ES0574'POST.
 ES0574'
 ES0574'REFERENCE MARK NO. 1, STAMPED MC GUIREVILLE NO 1 1959, IS A
 ES0574'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 ES0574'IT IS 44.0 FEET NORTHEAST OF A WITNESS POST, 2 FEET EAST OF A
 ES0574'FENCELINE AND ABOUT 3 FEET LOWER THAN THE STATION.
 ES0574'
 ES0574'REFERENCE MARK NO. 2, STAMPED MC GUIREVILLE NO 2 1959, IS A
 ES0574'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 ES0574'IT IS 29.8 FEET SOUTH OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN
 ES0574'THE STATION.
 ES0574'
 ES0574'TRIANGULATION STATION MON CAN BE USED FOR AN AZIMUTH MARK.  (SEE
 ES0574'DESCRIPTION THEREOF)
 ES0574
 ES0574                          STATION RECOVERY (1959)
 ES0574
 ES0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0574'7.0 MI N FROM CAMP VERDE.
 ES0574'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FORM THE
 ES0574'POST OFFICE IN CAMP VERDE, THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY
 ES0574'79, THE STATION IS LOCATED ON THE EAST SIDE OF THE HIGHWAY, 76 FEET
 ES0574'EAST OF THE EAST EDGE OF THE CUT BANK, 30 FEET SOUTHWEST OF THE
 ES0574'FENCELINE, 10.5 FEET NORTH OF THE WITNESS POST, SET IN THE TOP OF A
 ES0574'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0574
 ES0574                          STATION RECOVERY (1969)
 ES0574
 ES0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0574'RECOVERED IN GOOD CONDITION.
 ES0574
 ES0574                          STATION RECOVERY (1975)
 ES0574
 ES0574'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 ES0574'MCGUIREVILLE, 1959 RECOVERED GOOD.
 ES0574'
 ES0574'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF CAMP
 ES0574'VERDE.
 ES0574
 ES0574                          STATION RECOVERY (2003)
 ES0574
 ES0574'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003 (MLD)
 ES0574'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0575 ***********************************************************************
 ES0575  DESIGNATION -  MCGUIREVILLE RM 1
 ES0575  PID         -  ES0575
 ES0575  STATE/COUNTY-  AZ/YAVAPAI
 ES0575  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0575
 ES0575                         *CURRENT SURVEY CONTROL
 ES0575  ___________________________________________________________________
 ES0575* NAD 83(1986)-  34 38 31.     (N)    111 48 55.     (W)     SCALED    
 ES0575* NAVD 88     -      1035.691  (meters)    3397.93   (feet)  ADJUSTED  
 ES0575  ___________________________________________________________________
 ES0575  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 ES0575  DYNAMIC HT  -        1034.390 (meters)    3393.66  (feet)  COMP
 ES0575  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 ES0575
 ES0575  VERT ORDER  -  SECOND    CLASS 0
 ES0575
 ES0575.The horizontal coordinates were scaled from a topographic map and have
 ES0575.an estimated accuracy of +/- 6 seconds.
 ES0575
 ES0575.The orthometric height was determined by differential leveling
 ES0575.and adjusted in June 1991.
 ES0575
 ES0575.The geoid height was determined by GEOID03.
 ES0575
 ES0575.The dynamic height is computed by dividing the NAVD 88
 ES0575.geopotential number by the normal gravity value computed on the
 ES0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0575.degrees latitude (g = 980.6199 gals.).
 ES0575
 ES0575.The modeled gravity was interpolated from observed gravity values.
 ES0575
 ES0575;                    North         East    Units  Estimated Accuracy
 ES0575;SPC AZ C     -   403,860.      222,660.      MT  (+/- 180 meters Scaled)
 ES0575
 ES0575                          SUPERSEDED SURVEY CONTROL
 ES0575
 ES0575  NGVD 29 (??/??/92) 1034.966  (m)         3395.55   (f) ADJ UNCH    2 0
 ES0575
 ES0575.Superseded values are not recommended for survey control.
 ES0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0575.See file dsdata.txt to determine how the superseded data were derived.
 ES0575
 ES0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD252336(NAD 83)
 ES0575_MARKER: DR = REFERENCE MARK DISK
 ES0575_SETTING: 66 = SET IN ROCK OUTCROP
 ES0575_SP_SET: BEDROCK OUTCROP
 ES0575_STAMPING: MCGUIREVILLE NO 1 1959
 ES0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0575+STABILITY: POSITION/ELEVATION WELL
 ES0575
 ES0575  HISTORY     - Date     Condition        Report By
 ES0575  HISTORY     - 1959     MONUMENTED       CGS
 ES0575
 ES0575                          STATION DESCRIPTION
 ES0575
 ES0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0575'7.0 MI N FROM CAMP VERDE.
 ES0575'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0575'POST OFFICE IN CAMP VERDE, THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY
 ES0575'79, 44 FEET NORTHEAST OF THE WITNESS POST, 2 FEET EAST OF THE FENCE,
 ES0575'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0573 ***********************************************************************
 ES0573  DESIGNATION -  MCGUIREVILLE RM 2
 ES0573  PID         -  ES0573
 ES0573  STATE/COUNTY-  AZ/YAVAPAI
 ES0573  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0573
 ES0573                         *CURRENT SURVEY CONTROL
 ES0573  ___________________________________________________________________
 ES0573* NAD 83(1986)-  34 38 30.     (N)    111 48 55.     (W)     SCALED    
 ES0573* NAVD 88     -      1035.971  (meters)    3398.85   (feet)  ADJUSTED  
 ES0573  ___________________________________________________________________
 ES0573  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 ES0573  DYNAMIC HT  -        1034.669 (meters)    3394.58  (feet)  COMP
 ES0573  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 ES0573
 ES0573  VERT ORDER  -  SECOND    CLASS 0
 ES0573
 ES0573.The horizontal coordinates were scaled from a topographic map and have
 ES0573.an estimated accuracy of +/- 6 seconds.
 ES0573
 ES0573.The orthometric height was determined by differential leveling
 ES0573.and adjusted in June 1991.
 ES0573
 ES0573.The geoid height was determined by GEOID03.
 ES0573
 ES0573.The dynamic height is computed by dividing the NAVD 88
 ES0573.geopotential number by the normal gravity value computed on the
 ES0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0573.degrees latitude (g = 980.6199 gals.).
 ES0573
 ES0573.The modeled gravity was interpolated from observed gravity values.
 ES0573
 ES0573;                    North         East    Units  Estimated Accuracy
 ES0573;SPC AZ C     -   403,830.      222,660.      MT  (+/- 180 meters Scaled)
 ES0573
 ES0573                          SUPERSEDED SURVEY CONTROL
 ES0573
 ES0573  NGVD 29 (??/??/92) 1035.246  (m)         3396.47   (f) ADJ UNCH    2 0
 ES0573
 ES0573.Superseded values are not recommended for survey control.
 ES0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0573.See file dsdata.txt to determine how the superseded data were derived.
 ES0573
 ES0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD252336(NAD 83)
 ES0573_MARKER: DR = REFERENCE MARK DISK
 ES0573_SETTING: 66 = SET IN ROCK OUTCROP
 ES0573_SP_SET: BEDROCK OUTCROP
 ES0573_STAMPING: MCGUIREVELLE NO 2 1959
 ES0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0573+STABILITY: POSITION/ELEVATION WELL
 ES0573
 ES0573  HISTORY     - Date     Condition        Report By
 ES0573  HISTORY     - 1959     MONUMENTED       CGS
 ES0573  HISTORY     - 1969     GOOD             NGS
 ES0573
 ES0573                          STATION DESCRIPTION
 ES0573
 ES0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0573'7.0 MI N FROM CAMP VERDE.
 ES0573'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0573'POST OFFICE IN CAMP VERDE, THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY
 ES0573'79, 29.8 FEET SOUTH OF THE WITNESS POST, CEMETED IN A DRILL HOLE IN
 ES0573'OUTCROPPING BEDROCK.
 ES0573
 ES0573                          STATION RECOVERY (1969)
 ES0573
 ES0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0797 ***********************************************************************
 DT0797  DESIGNATION -  MCKAYS
 DT0797  PID         -  DT0797
 DT0797  STATE/COUNTY-  AZ/APACHE
 DT0797  USGS QUAD   -  HAWLEY LAKE WEST (1976)
 DT0797
 DT0797                         *CURRENT SURVEY CONTROL
 DT0797  ___________________________________________________________________
 DT0797* NAD 83(1992)-  33 58 34.46177(N)    109 47 53.71462(W)     ADJUSTED  
 DT0797* NAVD 88     -      2797.9    (meters)    9179.     (feet)  VERTCON   
 DT0797  ___________________________________________________________________
 DT0797  LAPLACE CORR-           8.17  (seconds)                    DEFLEC99
 DT0797  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DT0797  HORZ ORDER  -  SECOND
 DT0797
 DT0797.The horizontal coordinates were established by classical geodetic methods
 DT0797.and adjusted by the National Geodetic Survey in August 1993.
 DT0797
 DT0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0797
 DT0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0797
 DT0797.The geoid height was determined by GEOID03.
 DT0797
 DT0797;                    North         East     Units Scale Factor Converg.
 DT0797;SPC AZ E     -   330,079.698   247,401.878   MT  0.99991428   +0 12 21.2
 DT0797;SPC AZ E     - 1,082,938.64    811,685.95   iFT  0.99991428   +0 12 21.2
 DT0797;UTM  12      - 3,760,172.129   611,012.603   MT  0.99975192   +0 40 18.0
 DT0797
 DT0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0797!SPC AZ E     -   0.99956460  x   0.99991428  =   0.99947892
 DT0797!UTM  12      -   0.99956460  x   0.99975192  =   0.99931663
 DT0797
 DT0797|---------------------------------------------------------------------|
 DT0797| PID    Reference Object                     Distance      Geod. Az  |
 DT0797|                                                           dddmmss.s |
 DT0797| CD2309 MCKAYS RM 1                          11.033 METERS 23652     |
 DT0797| ER0526 MCNARY ARIZ PUBLIC UTILITY TK       APPROX.11.6 KM 3323131.1 |
 DT0797| CD2310 MCKAYS RM 2                          10.692 METERS 35720     |
 DT0797|---------------------------------------------------------------------|
 DT0797
 DT0797                          SUPERSEDED SURVEY CONTROL
 DT0797
 DT0797  NAD 83(1986)-  33 58 34.45937(N)    109 47 53.71939(W) AD(       ) 2
 DT0797  NAD 27      -  33 58 34.28990(N)    109 47 51.35590(W) AD(       ) 2
 DT0797  NGVD 29 (07/19/86) 2796.9    (m)         9176.     (f) VERT ANG    3  
 DT0797
 DT0797.Superseded values are not recommended for survey control.
 DT0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0797.See file dsdata.txt to determine how the superseded data were derived.
 DT0797
 DT0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1101360172(NAD 83)
 DT0797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DT0797_SETTING: 66 = SET IN ROCK OUTCROP
 DT0797_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DT0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0797+STABILITY: POSITION/ELEVATION WELL
 DT0797
 DT0797  HISTORY     - Date     Condition        Report By
 DT0797  HISTORY     - 1932     MONUMENTED       USGS
 DT0797  HISTORY     - 1958     GOOD             USGS
 DT0797  HISTORY     - 1960     GOOD             USGS
 DT0797
 DT0797                          STATION DESCRIPTION
 DT0797
 DT0797'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (CAA)
 DT0797'THE STATION IS LOCATED ON THE SUMMIT OF MC KAYS PEAK WHICH
 DT0797'IS IN THE APACHE INDIAN RESERVATION, ABOUT 14 MILES NORTH-NORTHEAST
 DT0797'OF WHITERIVER, ABOUT 8 MILES SOUTHEAST OF MC NARY AND BETWEEN
 DT0797'LITTLE DIAMOND AND TROUT CREEKS.  THE MARK IS A STANDARD U.S.
 DT0797'GEOLOGICAL SURVEY BENCH MARK CEMENTED IN A DRILL HOLE IN
 DT0797'BEDROCK DIRECTLY BENEATH THE LOOKOUT TOWER.  THE MARK IS SET
 DT0797'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED MC KAYS 1932.
 DT0797'
 DT0797'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE STATION.
 DT0797'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DT0797'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  THE MARK
 DT0797'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 DT0797'MC KAYS NO 1 1932.
 DT0797'
 DT0797'REFERENCE MARK NO. 2 IS ABOUT 7 FEET LOWER THAN THE STATION.
 DT0797'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DT0797'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  THE MARK
 DT0797'IS SET FLUSH WITH THE BOULDER AND IS STAMPED MC KAYS NO 2 1932.
 DT0797'
 DT0797'NO SUITABLE LOCATION FOR THE AZIMUTH MARK.
 DT0797'
 DT0797'THE MC KAYS LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH
 DT0797'A GLASS ENCLOSED CAB, COLORED GRAY AND IS 37 FEET IN OVERALL
 DT0797'HEIGHT.  THE STATION MARK IS DIRECTLY BENEATH THE CENTER OF THE
 DT0797'LOOKOUT TOWER.
 DT0797'
 DT0797'TO REACH THE STATION FROM THE POST OFFICE IN PINETOP, GO SOUTH
 DT0797'ON STATE HIGHWAY NO. 173 FOR 4.1 MILES TO THE JUNCTION OF STATE
 DT0797'HIGHWAY NO. 73 AT INDIAN PINE, TURN LEFT ON STATE HIGHWAY NO.
 DT0797'73 AND GO EAST FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT AND
 DT0797'A SIGN FISH HATCHERY, TURN RIGHT AND GO SOUTHERLY FOR 1.2
 DT0797'MILES TO A REVERSE-Y, KEEP TO THE LEFT STRAIGHT AND GO 2.0
 DT0797'MILES TO A T-ROAD ON THE RIGHT, KEEP LEFT STRAIGHT AHEAD
 DT0797'FOR 2.05 MILES TO A FORK, TAKE THE LEFT FORK AS PER SIGN UPPER
 DT0797'LOG ROAD AND GO 1.85 MILES TO A FORK, TAKE THE RIGHT FORK AS
 DT0797'PER SIGN NORTH FORK AND GO 1.55 MILES TO A FORK JUST AFTER
 DT0797'CROSSING NORTH FORK BRIDGE, TAKE THE RIGHT FORK AND GO 0.05
 DT0797'MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.85 MILE TO A
 DT0797'FORK, TAKE THE LEFT FORK AS PER SIGN SMITH PARK AND GO 6.1
 DT0797'MILES TO A REVERSE-Y, KEEP TO THE RIGHT AND GO 0.15 MILE TO
 DT0797'A FORK, TAKE THE RIGHT FORK AND GO AROUND THE NORTH EDGE
 DT0797'OF THE LAKE CROSSING OVER THE WEST END FOR 2.0 MILES TO A
 DT0797'FORK, TAKE THE RIGHT FORK AND GO 0.8 TO A T-JUNCTION, TURN
 DT0797'RIGHT AND GO 0.8 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 DT0797'1.3 MILES TO A T-JUNCTION, TURN SHARP RIGHT AND GO UP
 DT0797'THE MOUNTAIN FOR 0.4 MILE TO A HOUSE AND THE END OF THE
 DT0797'ROAD, FROM HERE PACK UP THE HILL FOR ABOUT 50 YARDS TO
 DT0797'THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 DT0797
 DT0797                          STATION RECOVERY (1960)
 DT0797
 DT0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DT0797'RECOVERED IN GOOD CONDITION.
 DT0797'
 DT0797'LOCATED ABOUT 14 MI NNE. OF WHITERIVER, ABOUT 8 MI SE. OF MCNARY.
 DT0797'BETWEEN LITTLE DIAMOND AND TROUT CREEKS, ON SUMMIT OF MCKAYS PEAK
 DT0797'WHICH IS IN APACHE INDIAN RESERVATION.
 DT0797'
 DT0797'TO REACH FROM PINETOP POST OFFICE, GO 4.1 MI S. ON STATE HWY. 173
 DT0797'TO JCT. OF STATE HWY. 73 AT INDIAN PINE.  TURN LEFT ON STATE HWY.
 DT0797'73 0.65 MI E. TO SIDE RD. ON RIGHT AND SIGN FISH HATCHERY.  TURN
 DT0797'RIGHT 1.2 MI S. TO REVERSE Y, KEEP TO LEFT STRAIGHT 2 MI TO T-RD.
 DT0797'ON RIGHT, KEEP LEFT STRAIGHT 2.05 MI TO FORK.  TAKE LEFT FORK AS
 DT0797'PER SIGN UPPER LOG ROAD 1.85 MI TO FORK.  TAKE RIGHT FORK AS PER
 DT0797'SIGN NORTH FORK 1.55 MI TO FORK JUST AFTER CROSSING NORTH FORK
 DT0797'BRIDGE.  TAKE RIGHT FORK 0.05 MI TO FORK.  TAKE LEFT FORK 0.85 MI
 DT0797'TO FORK.  TAKE LEFT FORK AS PER SIGN SMITH PARK 6.1 MI TO
 DT0797'REVERSE Y, KEEP RIGHT 0.15 MI TO FORK.  TAKE RIGHT FORK AROUND
 DT0797'NORTH EDGE OF LAKE CROSSING OVER WEST END 2 MI TO FORK.  TAKE
 DT0797'RIGHT FORK 0.8 MI TO T-JCT.  TURN RIGHT 0.8 MI TO FORK.  TAKE LEFT
 DT0797'FORK 1.3 MI TO T-JCT.  TURN SHARP RIGHT UP MOUNTAIN 0.4 MI TO
 DT0797'HOUSE AND END OF RD.  PACK UP HILL ABOUT 50 YARDS TO LOT AND
 DT0797'STATION.
 DT0797'
 DT0797'STATION MARK--STANDARD TABLET STAMPED---MCKAYS 1932---, CEMENTED IN
 DT0797'DRILL HOLE IN BEDROCK DIRECTLY BENEATH LOT SET FLUSH WITH GROUND.
 DT0797'
 DT0797'RM 1--STANDARD RM TABLET STAMPED---MCKAYS NO 1 1932---, CEMENTED IN
 DT0797'DRILL HOLE IN LARGE BOULDER.
 DT0797'
 DT0797'RM 2--STANDARD RM TABLET STAMPED---MCKAYS NO 2 1932---, CEMENTED IN
 DT0797'DRILL HOLE IN LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1087 ***********************************************************************
 CY1087  DESIGNATION -  MCKEON
 CY1087  PID         -  CY1087
 CY1087  STATE/COUNTY-  AZ/GREENLEE
 CY1087  USGS QUAD   -  SHELDON (1986)
 CY1087
 CY1087                         *CURRENT SURVEY CONTROL
 CY1087  ___________________________________________________________________
 CY1087* NAD 83(1992)-  32 50 21.16736(N)    109 10 47.50188(W)     ADJUSTED  
 CY1087* NAVD 88     -      1106.3    (meters)    3630.     (feet)  VERTCON   
 CY1087  ___________________________________________________________________
 CY1087  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 CY1087  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CY1087  HORZ ORDER  -  SECOND
 CY1087
 CY1087.The horizontal coordinates were established by classical geodetic methods
 CY1087.and adjusted by the National Geodetic Survey in August 1993.
 CY1087
 CY1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1087
 CY1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1087
 CY1087.The geoid height was determined by GEOID03.
 CY1087
 CY1087;                    North         East     Units Scale Factor Converg.
 CY1087;SPC AZ E     -   204,353.005   305,739.666   MT  1.00000519   +0 32 06.6
 CY1087;SPC AZ E     -   670,449.49  1,003,082.89   iFT  1.00000519   +0 32 06.6
 CY1087;UTM  12      - 3,634,929.928   670,349.367   MT  0.99995782   +0 59 14.2
 CY1087
 CY1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1087!SPC AZ E     -   0.99983041  x   1.00000519  =   0.99983560
 CY1087!UTM  12      -   0.99983041  x   0.99995782  =   0.99978823
 CY1087
 CY1087|---------------------------------------------------------------------|
 CY1087| PID    Reference Object                     Distance      Geod. Az  |
 CY1087|                                                           dddmmss.s |
 CY1087| CC6922 MCKEON RM 1                           8.035 METERS 16002     |
 CY1087| CY1090 APACHE                              APPROX. 5.4 KM 3372543.0 |
 CY1087| CC6923 MCKEON RM 2                           7.830 METERS 34221     |
 CY1087|---------------------------------------------------------------------|
 CY1087
 CY1087                          SUPERSEDED SURVEY CONTROL
 CY1087
 CY1087  NAD 83(1986)-  32 50 21.16361(N)    109 10 47.49760(W) AD(       ) 2
 CY1087  NAD 27      -  32 50 20.92028(N)    109 10 45.26236(W) AD(       ) 2
 CY1087  NGVD 29 (07/19/86) 1105.6    (m)         3627.     (f) VERT ANG    3  
 CY1087
 CY1087.Superseded values are not recommended for survey control.
 CY1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1087.See file dsdata.txt to determine how the superseded data were derived.
 CY1087
 CY1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7034934930(NAD 83)
 CY1087_MARKER: DD = SURVEY DISK
 CY1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1087
 CY1087  HISTORY     - Date     Condition        Report By
 CY1087  HISTORY     - 1976     MONUMENTED       AZDT
 CY1087  HISTORY     - 20061020 POOR             GEOCAC
 CY1087
 CY1087                          STATION DESCRIPTION
 CY1087
 CY1087'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1087'THE STATION IS ABOUT 16 MILES SOUTHEAST OF CLIFTON ON THE
 CY1087'EAST SIDE OF ARIZONA HWY. 75 ON TOP OF A CUTBANK.
 CY1087'
 CY1087'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MC KEON 1976
 CY1087'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CY1087'0.5 FEET.  STATION IS 98 FEET EAST OF HWY. 75 CENTERLINE ON
 CY1087'TOP OF CUTBANK AND MARKED WITH A WITNESS POST AND SIGN 2 FEET
 CY1087'TO THE EAST.
 CY1087'
 CY1087'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED MC KEON
 CY1087'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1087'PROJECTING 0.5 FEET.
 CY1087'
 CY1087'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 CY1087'MC KEON RM 1 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1087'PROJECTING 0.5 FEET.
 CY1087'
 CY1087'TO REACH THE STATION FROM JUNCTION OF U.S. HWY. 70 AND ARIZONA
 CY1087'HWY. 75 IN DUNCAN, GO NORTH ON ROUTE 75 TO MILE POST 389.66.  THE
 CY1087'STATION IS ON TOP OF A HWY. CUTBANK AND MARKED WITH A WITNESS POST
 CY1087'AND SIGN.
 CY1087'
 CY1087'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1087
 CY1087                          STATION RECOVERY (2006)
 CY1087
 CY1087'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1087'THE AREA WAS GRADED AND ALL MARKS WERE AFFECTED BY THE GRADER. THE
 CY1087'CONCRETE MONUMENTS FOR THE STATION MARK AND REFERENCE MARK 2 WERE
 CY1087'CHIPPED, AND THEIR POSITIONS MAY HAVE BEEN DISTURBED. ALSO,  MCK  WAS
 CY1087'SCRAPED OFF OF REFERENCE MARK 2. REFERENCE MARK 1 AND ITS ENTIRE
 CY1087'CONCRETE MONUMENT WAS FOUND DESTROYED LAYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6871 ***********************************************************************
 DH6871  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6871  DESIGNATION -  MCKUSICK
 DH6871  PID         -  DH6871
 DH6871  STATE/COUNTY-  AZ/GILA
 DH6871  USGS QUAD   -  PINAL PEAK (1979)
 DH6871
 DH6871                         *CURRENT SURVEY CONTROL
 DH6871  ___________________________________________________________________
 DH6871* NAD 83(2007)-  33 20 01.96860(N)    110 48 20.52330(W)     ADJUSTED  
 DH6871* NAVD 88     -      1377.57   (meters)    4519.6    (feet)  GPS OBS   
 DH6871  ___________________________________________________________________
 DH6871  EPOCH DATE  -        2007.00
 DH6871  X           -  -1,895,114.301 (meters)                     COMP
 DH6871  Y           -  -4,987,428.663 (meters)                     COMP
 DH6871  Z           -   3,485,697.503 (meters)                     COMP
 DH6871  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 DH6871  ELLIP HEIGHT-        1350.283 (meters)          (02/10/07) ADJUSTED
 DH6871  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DH6871
 DH6871  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6871  Type    PID    Designation                      North   East  Ellip
 DH6871  -------------------------------------------------------------------
 DH6871  NETWORK DH6871 MCKUSICK                          0.67   0.61   2.27
 DH6871  -------------------------------------------------------------------
 DH6871
 DH6871.The horizontal coordinates were established by GPS observations
 DH6871.and adjusted by the National Geodetic Survey in February 2007.
 DH6871
 DH6871.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6871.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6871.The horizontal coordinates are valid at the epoch date displayed above.
 DH6871.The epoch date for horizontal control is a decimal equivalence
 DH6871.of Year/Month/Day.
 DH6871
 DH6871.The orthometric height was determined by GPS observations and a
 DH6871.high-resolution geoid model.
 DH6871.The orthometric height was determined by GPS observations and a
 DH6871.high-resolution geoid model using precise GPS observation and
 DH6871.processing techniques.
 DH6871
 DH6871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6871
 DH6871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6871
 DH6871.The ellipsoidal height was determined by GPS observations
 DH6871.and is referenced to NAD 83.
 DH6871
 DH6871.The geoid height was determined by GEOID03.
 DH6871
 DH6871;                    North         East     Units Scale Factor Converg.
 DH6871;SPC AZ E     -   258,959.935   153,871.597   MT  0.99994362   -0 21 04.2
 DH6871;SPC AZ E     -   849,606.09    504,828.07   iFT  0.99994362   -0 21 04.2
 DH6871;UTM  12      - 3,688,318.772   518,081.953   MT  0.99960403   +0 06 24.4
 DH6871
 DH6871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6871!SPC AZ E     -   0.99978806  x   0.99994362  =   0.99973169
 DH6871!UTM  12      -   0.99978806  x   0.99960403  =   0.99939217
 DH6871
 DH6871                          SUPERSEDED SURVEY CONTROL
 DH6871
 DH6871  NAD 83(1992)-  33 20 01.96841(N)    110 48 20.52294(W) AD(       ) B
 DH6871  ELLIP H (08/22/05) 1350.293  (m)                       GP(       ) 4 2
 DH6871
 DH6871.Superseded values are not recommended for survey control.
 DH6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6871.See file dsdata.txt to determine how the superseded data were derived.
 DH6871
 DH6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1808288319(NAD 83)
 DH6871_MARKER: DD = SURVEY DISK
 DH6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6871_STAMPING: MCKUSICK 2004 LS14169
 DH6871_MARK LOGO: AZ-007
 DH6871_PROJECTION: FLUSH
 DH6871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6871+STABILITY: SURFACE MOTION
 DH6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6871+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DH6871
 DH6871  HISTORY     - Date     Condition        Report By
 DH6871  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6871  HISTORY     - 20051004 GOOD             AZ-007
 DH6871  HISTORY     - 20081114 GOOD             GEOCAC
 DH6871
 DH6871                          STATION DESCRIPTION
 DH6871
 DH6871'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6871'STARTING AT THE POST OFFICEI N GLOBE, AZ. PROCEED WEST ALONG SYCAMORE
 DH6871'TO BROAD ST. HEAD LEFT (SOUTH) ON BROAD ST TO STOP SIGN. TURN RIGHT
 DH6871'(WEST) AND CROSS BRIDGE TO JESS HAYES RD. TAKE JESS HAYES TO ICE HOUSE
 DH6871'CANYON RD. PROCEED DOWN ICE HOUSE CANYON RD 3.6 MILES TO END OF
 DH6871'PAVEMENT. TURN RIGHT AND GO THROUGH 2 WHITE STEEL GATES. FOLLOW DIRT
 DH6871'ROAD 0.3 MILES TO WATER TANK. TURN LEFT (SOUTH) JUST AFTER TANK ALONG
 DH6871'TANK FENCELINE TO DIRT TRACK. FOLLOW DIRT TRACK 0.2 MI TO Y IN ROAD AT
 DH6871'TOP OF HILL. MONUMENT IS 100 FT EAST OF 'Y'. MONUMENT IS 6 FEET WEST
 DH6871'OF WITNESS POST.
 DH6871
 DH6871                          STATION RECOVERY (2005)
 DH6871
 DH6871'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6871'RECOVERED IN GOOD CONDITION.
 DH6871
 DH6871                          STATION RECOVERY (2008)
 DH6871
 DH6871'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DH6871'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DH6871'THE DESCRIPTION - THE DISK IS SET IN THE TOP OF A 2 FOOT BY 3 FOOT
 DH6871'BOULDER PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0525 ***********************************************************************
 ER0525  DESIGNATION -  MCNARY
 ER0525  PID         -  ER0525
 ER0525  STATE/COUNTY-  AZ/NAVAJO
 ER0525  USGS QUAD   -  MC NARY (1985)
 ER0525
 ER0525                         *CURRENT SURVEY CONTROL
 ER0525  ___________________________________________________________________
 ER0525* NAD 83(1992)-  34 04 40.27377(N)    109 52 20.62372(W)     ADJUSTED  
 ER0525* NAVD 88     -      2328.5    (meters)    7639.     (feet)  VERTCON   
 ER0525  ___________________________________________________________________
 ER0525  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 ER0525  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 ER0525  HORZ ORDER  -  THIRD
 ER0525
 ER0525.The horizontal coordinates were established by classical geodetic methods
 ER0525.and adjusted by the National Geodetic Survey in August 1993.
 ER0525
 ER0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0525
 ER0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0525
 ER0525.The geoid height was determined by GEOID03.
 ER0525
 ER0525;                    North         East     Units Scale Factor Converg.
 ER0525;SPC AZ E     -   341,327.852   240,518.682   MT  0.99990909   +0 09 53.6
 ER0525;SPC AZ E     - 1,119,842.03    789,103.29   iFT  0.99990909   +0 09 53.6
 ER0525;UTM  12      - 3,771,361.991   604,039.257   MT  0.99973343   +0 37 54.7
 ER0525
 ER0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0525!SPC AZ E     -   0.99963825  x   0.99990909  =   0.99954738
 ER0525!UTM  12      -   0.99963825  x   0.99973343  =   0.99937178
 ER0525
 ER0525|---------------------------------------------------------------------|
 ER0525| PID    Reference Object                     Distance      Geod. Az  |
 ER0525|                                                           dddmmss.s |
 ER0525| CD2315 MCNARY RM 4                          15.247 METERS 06219     |
 ER0525| CD2312 MCNARY RM 1                          10.641 METERS 07108     |
 ER0525| CD2316 MCNARY RM 5                           4.079 METERS 15916     |
 ER0525| CD2314 MCNARY RM 3 AZIMUTH                                2743417.4 |
 ER0525| CD2311 MCNARY AZ MK                                       2744615.7 |
 ER0525| CD2313 MCNARY RM 2                           9.478 METERS 34154     |
 ER0525|---------------------------------------------------------------------|
 ER0525
 ER0525                          SUPERSEDED SURVEY CONTROL
 ER0525
 ER0525  NAD 83(1986)-  34 04 40.27054(N)    109 52 20.62827(W) AD(       ) 3
 ER0525  NAD 27      -  34 04 40.11460(N)    109 52 18.25750(W) AD(       ) 3
 ER0525  NGVD 29 (07/19/86) 2327.6    (m)         7636.     (f) VERT ANG    3  
 ER0525
 ER0525.Superseded values are not recommended for survey control.
 ER0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0525.See file dsdata.txt to determine how the superseded data were derived.
 ER0525
 ER0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0403971362(NAD 83)
 ER0525_MARKER: DS = TRIANGULATION STATION DISK
 ER0525_SETTING: 0 = UNSPECIFIED SETTING
 ER0525
 ER0525  HISTORY     - Date     Condition        Report By
 ER0525  HISTORY     - 1958     MONUMENTED       CGS
 ER0525  HISTORY     - 1960     GOOD             USGS
 ER0525  HISTORY     - 1973     GOOD             NGS
 ER0525
 ER0525                          STATION DESCRIPTION
 ER0525
 ER0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0525'THE STATION IS LOCATED AIRLINE, ABOUT 1 MILE WEST-NORTHWEST
 ER0525'OF MC NARY AND ABOUT 0.3 MILE SOUTH OF STATE HIGHWAY 73, ON
 ER0525'THE HIGHEST PART OF A TIMBERED HILL WHICH IS ALSO OCCUPIED BY
 ER0525'TELEVISION RECEIVING EQUIPEMENT.
 ER0525'
 ER0525'THE STATION IS A STANDARD DISK STAMPED MC NARY 1958 BRAZED TO
 ER0525'THE TOP OF A 2 1/2-INCH GALVANIZED IRON PIPE WHICH PROJECTS
 ER0525'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 52 FEET SOUTHWEST
 ER0525'OF A TALL POLE USED FOR TELEVISION AND 21 FEET SOUTHEAST OF
 ER0525'THE CENTER OF A BLADED ROAD.
 ER0525'
 ER0525'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MC NARY
 ER0525'NO 1 1958 BRAZED TO THE TOP OF A 1 1/2-INCH GALVANIZED IRON
 ER0525'PIPE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 ER0525'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 30 FEET SOUTHEAST
 ER0525'OF THE CENTER OF A BLADED ROAD.
 ER0525'
 ER0525'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MC NARY
 ER0525'NO 2 1958 BRAZED TO THE TOP OF A 1 1/2-INCH GALVANIZED IRON
 ER0525'PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS
 ER0525'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS 6 FEET NORTHWEST
 ER0525'OF THE CENTER OF THE BLADED ROAD.
 ER0525'
 ER0525'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MC NARY 1958 SET
 ER0525'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ER0525'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 0.25 MILE
 ER0525'EAST OF THE JUNCTION OF STATE HIGHWAYS 73 AND 173, 16 FEET
 ER0525'NORTH OF THE CENTER OF STATE HIGHWAY 73 AND 1 FOOT SOUTH OF A
 ER0525'WHITE WITNESS POST.
 ER0525'
 ER0525'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MC NARY,
 ER0525'GO WEST ON STATE HIGHWAY 73 FOR 3.0 MILES TO A WHITE WITNESS
 ER0525'POST ON THE RIGHT, NORTH SIDE, AND THE AZIMUTH MARK.  THIS IS
 ER0525'ABOUT 0.25 MILE BEFORE REACHING A JUNCTION WITH STATE HIGHWAY 173.
 ER0525'
 ER0525'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY, GO WEST
 ER0525'ON THE MAIN STREET FOR 0.15 MILE.  TURN LEFT ONTO A DIRT SIDE
 ER0525'ROAD AND GO SOUTH FOR 0.05 MILE.  TURN RIGHT AT A DIAGONAL
 ER0525'CROSS-ROAD AND GO WEST ON A DIRT ROAD, ALONG THE NORTH SIDE
 ER0525'OF A MILL POND FOR 0.5 MILE.  TURN LEFT AT THE T-ROAD AND GO
 ER0525'WESTERLY ON THE DIRT ROAD FOR 0.5 MILE.  TURN RIGHT ONTO A
 ER0525'SIDE ROAD, PASS OVER A CATTLE GUARD AND GO NORTHWESTERLY FOR
 ER0525'0.1 MILE.  TAKE THE LEFT FORK AND GO NORTHERLY FOR 1.0 MILE
 ER0525'TO THE HIGHEST PART OF A TREE COVERED HILL, TELEVISION
 ER0525'RECEIVING EQUIPEMENT AND THE STATION.
 ER0525
 ER0525                          STATION RECOVERY (1960)
 ER0525
 ER0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0525'RECOVERED IN GOOD CONDITION EXCEPT RM 1 AND RM 2 DESTROYED.
 ER0525
 ER0525                          STATION RECOVERY (1973)
 ER0525
 ER0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 ER0525'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 ER0525'IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION
 ER0525'AND A NEW ONE WAS ESTABLISHED AT THIS TIME.  REFERENCE MARKS
 ER0525'1 AND 2 WERE DESTROYED BY GRADING AND REFERENCE MARKS 4 AND 5
 ER0525'WERE ESTABLISHED AT THIS TIME.
 ER0525'
 ER0525'THE STATION MARK IS A STANDARD DISK STAMPED, MC NARY 1958.
 ER0525'IT IS SET IN A LENGTH OF 2 INCH PIPE WHICH PROJECTS ABOUT 1
 ER0525'FOOT.  BOULDERS WERE PILED AROUND THE MARK AT THIS TIME.
 ER0525'
 ER0525'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, MC NARY 1958
 ER0525'1973.  IT IS SET IN A DRILL HOLE IN THE CONCRETE APRON AT
 ER0525'THE GARAGE ENTRANCE OF A 76 SERVICE STATION AND STORE ABOUT
 ER0525'2 MILES WEST-NORTHWEST OF THE STATION.
 ER0525'
 ER0525'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, MC NARY 1958 1973
 ER0525'NO 4.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 ER0525'PROJECTS ABOUT 2 INCHES.  IT IS 18 FEET NORTHEAST OF THE
 ER0525'BUILDING 16 FEET NORTH OF THE TV RELAY MAST AND 1-1/2 FEET
 ER0525'WEST OF A POWER POLE.  THE MARK IS ABOUT 2 FEET LOWER THAN
 ER0525'THE STATION.
 ER0525'
 ER0525'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, MC NARY 1958 1973
 ER0525'NO 5.  IT IS SET IN TOP OF A 2 INCH PIPE WHICH PROJECTS ABOUT
 ER0525'1 FOOT.  IT IS 24 FEET WEST OF THE BUILDING.  BOULDERS WERE
 ER0525'PLACED A CIRCLE AT THIS MARK FOR EASY RECOVERY.
 ER0525'
 ER0525'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY GO WEST
 ER0525'ALONG THE FRONTAGE STREET AND ARIZONA HIGHWAY FOR 0.8 MILE
 ER0525'TO A SIDE ROAD LEFT (TO REACH THE AZIMUTH MARK FROM THIS
 ER0525'POINT CONTINUE WEST FOR 1-1/2 MILES TO AN INTERSECTION AND
 ER0525'76 SERVICE STATION ON THE WEST SIDE OF THE INTERSECTION).
 ER0525'TURN LEFT FOR 0.2 MILE TO MC NARY FOREST SERVICE STATION,
 ER0525'BEAR LEFT ALONG THE MAIN DIRT ROAD FOR 0.5 MILE TO A SMALL
 ER0525'SAW MILL ON THE LEFT, CONTINUE AHEAD FOR 0.4 MILE TO A SIDE
 ER0525'ROAD ON THE RIGHT.  TURN RIGHT FOR ABOUT 0.1 MILE TO A FORK.
 ER0525'TAKE THE LEFT FORK FOR 1.0 MILE TO THE TOP OF THE HILL AND
 ER0525'THE STATION.
 ER0525'
 ER0525'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ER0525'
 ER0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 ER0525'NORTHWEST OF MC NARY
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0526 ***********************************************************************
 ER0526  DESIGNATION -  MCNARY ARIZ PUBLIC UTILITY TK
 ER0526  PID         -  ER0526
 ER0526  STATE/COUNTY-  AZ/APACHE
 ER0526  USGS QUAD   -  MC NARY (1985)
 ER0526
 ER0526                         *CURRENT SURVEY CONTROL
 ER0526  ___________________________________________________________________
 ER0526* NAD 83(1992)-  34 04 07.40006(N)    109 51 21.78307(W)     ADJUSTED  
 ER0526* NAVD 88     -              **(meters)            **(feet)            
 ER0526  ___________________________________________________________________
 ER0526  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 ER0526  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0526  HORZ ORDER  -  THIRD
 ER0526
 ER0526.The horizontal coordinates were established by classical geodetic methods
 ER0526.and adjusted by the National Geodetic Survey in August 1993.
 ER0526
 ER0526
 ER0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0526
 ER0526.The geoid height was determined by GEOID03.
 ER0526
 ER0526;                    North         East     Units Scale Factor Converg.
 ER0526;SPC AZ E     -   340,319.500   242,030.231   MT  0.99991013   +0 10 26.4
 ER0526;SPC AZ E     - 1,116,533.79    794,062.44   iFT  0.99991013   +0 10 26.4
 ER0526;UTM  12      - 3,770,366.164   605,558.709   MT  0.99973735   +0 38 27.2
 ER0526
 ER0526                          SUPERSEDED SURVEY CONTROL
 ER0526
 ER0526  NAD 83(1986)-  34 04 07.39639(N)    109 51 21.79410(W) AD(       ) 4
 ER0526  NAD 27      -  34 04 07.23300(N)    109 51 19.42300(W) AD(       ) 3
 ER0526
 ER0526.Superseded values are not recommended for survey control.
 ER0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0526.See file dsdata.txt to determine how the superseded data were derived.
 ER0526
 ER0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0555970366(NAD 83)
 ER0526_MARKER: 53 = ELEVATED TANK
 ER0526
 ER0526  HISTORY     - Date     Condition        Report By
 ER0526  HISTORY     - 1958     FIRST OBSERVED   CGS
 ER0526
 ER0526                          STATION DESCRIPTION
 ER0526
 ER0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0526'THE STATION IS LOCATED IN THE SOUTHERN EDGE OF MC NARY, NEAR THE
 ER0526'SOUTHWEST LUMBER MILLS INCORPORATED AND NEXT TO THE POWER HOUSE.
 ER0526'THE TANK IS A 4-LEGGED STEEL STRUCTURE, COLORED BLACK AND IS
 ER0526'ABOUT 110 FEET IN OVER ALL HEIGHT.  THE TOP AND CENTER WAS THE
 ER0526'POINT INTERSECTED.
 ER0526'
 ER0526'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY, GO SOUTHERLY
 ER0526'ON THE OILED ROAD FOR 0.4 MILE TO THE MILL AND THE STATION AS
 ER0526'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0360 ***********************************************************************
 CF0360  DESIGNATION -  MCNEAL
 CF0360  PID         -  CF0360
 CF0360  STATE/COUNTY-  AZ/COCHISE
 CF0360  USGS QUAD   -  MC NEAL (1986)
 CF0360
 CF0360                         *CURRENT SURVEY CONTROL
 CF0360  ___________________________________________________________________
 CF0360* NAD 83(1992)-  31 36 00.34742(N)    109 40 10.74452(W)     ADJUSTED  
 CF0360* NAVD 88     -      1271.6    (meters)    4172.     (feet)  VERTCON   
 CF0360  ___________________________________________________________________
 CF0360  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CF0360  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0360  HORZ ORDER  -  FIRST
 CF0360
 CF0360.The horizontal coordinates were established by classical geodetic methods
 CF0360.and adjusted by the National Geodetic Survey in August 1993.
 CF0360
 CF0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0360
 CF0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0360
 CF0360.The geoid height was determined by GEOID03.
 CF0360
 CF0360;                    North         East     Units Scale Factor Converg.
 CF0360;SPC AZ E     -    66,636.018   260,522.795   MT  0.99992742   +0 15 37.6
 CF0360;SPC AZ E     -   218,622.11    854,733.58   iFT  0.99992742   +0 15 37.6
 CF0360;UTM  12      - 3,496,878.628   626,206.033   MT  0.99979645   +0 41 49.8
 CF0360
 CF0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0360!SPC AZ E     -   0.99980465  x   0.99992742  =   0.99973209
 CF0360!UTM  12      -   0.99980465  x   0.99979645  =   0.99960114
 CF0360
 CF0360|---------------------------------------------------------------------|
 CF0360| PID    Reference Object                     Distance      Geod. Az  |
 CF0360|                                                           dddmmss.s |
 CF0360| CC6920 MCNEAL RM 1                          21.024 METERS 23259     |
 CF0360| CC6921 MCNEAL RM 2                          24.835 METERS 31111     |
 CF0360| CF0182 F 80                                               3562911.6 |
 CF0360|---------------------------------------------------------------------|
 CF0360
 CF0360                          SUPERSEDED SURVEY CONTROL
 CF0360
 CF0360  NAD 83(1986)-  31 36 00.34655(N)    109 40 10.73622(W) AD(       ) 1
 CF0360  NAD 27      -  31 36 00.00900(N)    109 40 08.48000(W) AD(       ) 1
 CF0360  NGVD 29 (02/25/92) 1270.8    (m)         4169.     (f) VERT ANG    3  
 CF0360
 CF0360.Superseded values are not recommended for survey control.
 CF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0360.See file dsdata.txt to determine how the superseded data were derived.
 CF0360
 CF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2620696879(NAD 83)
 CF0360_MARKER: DS = TRIANGULATION STATION DISK
 CF0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0360
 CF0360  HISTORY     - Date     Condition        Report By
 CF0360  HISTORY     - 1938     MONUMENTED       CGS
 CF0360  HISTORY     - 1944     GOOD             CGS
 CF0360  HISTORY     - 1968     GOOD             CGS
 CF0360  HISTORY     - 1972     GOOD             AZHD
 CF0360
 CF0360                          STATION DESCRIPTION
 CF0360
 CF0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0360'LOCATED IN THE SMALL TOWN OF MC NEAL, ARIZ., WHICH IS ABOUT
 CF0360'26 MILES N OF DOUGLAS, ARIZ., ON U.S. HIGHWAY 81.  THE STATION
 CF0360'IS 160 FEET E OF THE CENTER LINE OF THE HIGHWAY, 60 FEET
 CF0360'E OF THE E RIGHT-OF-WAY FENCE.  AND 422 FEET S OF AN OLD
 CF0360'BUILDING USED AS THE MC NEAL POST OFFICE.  TELEGRAPH POLE NO.
 CF0360'9 IS 35.5 FEET SE OF THE STATION.  THE REFERENCE MARKS ARE ABOUT
 CF0360'2 FEET E OF THE E RIGHT-OF-WAY FENCE.  THE AZIMUTH MARK IS A
 CF0360'USC AND GS BENCH MARK F 80 1934, AND IS 15 PACES E OF THE
 CF0360'HIGHWAY AND ABOUT 0.8 MILE N OF MC NEAL.
 CF0360'
 CF0360'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CF0360'BRONZE DISKS SET IN CONCRETE.
 CF0360'
 CF0360'REACHED FROM THE MC NEAL POST OFFICE BY GOING E ALONG THE
 CF0360'HIGHWAY RIGHT-OF-WAY FENCE MENTIONED ABOVE FOR 422 FEET
 CF0360'TO A POINT JUST PAST A GARAGE WHICH IS ON THE OPPOSITE (W)
 CF0360'SIDE OF THE HIGHWAY.
 CF0360
 CF0360                          STATION RECOVERY (1944)
 CF0360
 CF0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0360'THE HIGHWAY MENTIONED AS U.S. HIGHWAY 81 IS NOW U.S. HIGHWAY
 CF0360'666.  STATION RECOVERED IN GOOD CONDITION.
 CF0360
 CF0360                          STATION RECOVERY (1968)
 CF0360
 CF0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CF0360'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK IS
 CF0360'NOW IN TOP OF A SMALL MOUND OF EARTH ABOUT 4 FEET HIGHER
 CF0360'THAN THE SURROUND FLAT, BULLDOZED AREA AND THE EARTH AROUND
 CF0360'IT WILL WEATHER AWAY WITHIN THE NEXT FEW YEARS AND LET THE
 CF0360'MONUMENT FALL OVER.
 CF0360'
 CF0360'THE STATION MARK IS NOW ABOUT 55 FEET EAST OF THE HIGHWAY
 CF0360'RIGHT-A-WAY FENCE AND ABOUT 180 FEET SOUTH OF THE SOUTHEAST
 CF0360'CORNER OF THE POST OFFICE IN MC NEAL.
 CF0360
 CF0360                          STATION RECOVERY (1972)
 CF0360
 CF0360'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TJ)
 CF0360'A.  GENERAL LOCATION RECOVERED AS DESCRIBED
 CF0360'
 CF0360'B.  TO REACH AS DESCRIBED
 CF0360'
 CF0360'C.  STATION MARK GOOD
 CF0360'
 CF0360'D.  REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 CF0360'
 CF0360'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0382 ***********************************************************************
 CF0382  DESIGNATION -  MCNEAL 2
 CF0382  PID         -  CF0382
 CF0382  STATE/COUNTY-  AZ/COCHISE
 CF0382  USGS QUAD   -  MC NEAL (1986)
 CF0382
 CF0382                         *CURRENT SURVEY CONTROL
 CF0382  ___________________________________________________________________
 CF0382* NAD 83(1992)-  31 36 00.21949(N)    109 40 11.72220(W)     ADJUSTED  
 CF0382* NAVD 88     -      1269.7    (meters)    4166.     (feet)  VERTCON   
 CF0382  ___________________________________________________________________
 CF0382  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CF0382  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0382  HORZ ORDER  -  SECOND
 CF0382
 CF0382.The horizontal coordinates were established by classical geodetic methods
 CF0382.and adjusted by the National Geodetic Survey in August 1993.
 CF0382
 CF0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0382
 CF0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0382
 CF0382.The geoid height was determined by GEOID03.
 CF0382
 CF0382;                    North         East     Units Scale Factor Converg.
 CF0382;SPC AZ E     -    66,631.961   260,497.042   MT  0.99992740   +0 15 37.1
 CF0382;SPC AZ E     -   218,608.80    854,649.09   iFT  0.99992740   +0 15 37.1
 CF0382;UTM  12      - 3,496,874.376   626,180.315   MT  0.99979637   +0 41 49.3
 CF0382
 CF0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0382!SPC AZ E     -   0.99980495  x   0.99992740  =   0.99973237
 CF0382!UTM  12      -   0.99980495  x   0.99979637  =   0.99960136
 CF0382
 CF0382|---------------------------------------------------------------------|
 CF0382| PID    Reference Object                     Distance      Geod. Az  |
 CF0382|                                                           dddmmss.s |
 CF0382| CS5425 MCNEAL 2 RM 1                        10.509 METERS 03902     |
 CF0382| CS5426 MCNEAL 2 RM 2                        11.251 METERS 13412     |
 CF0382|---------------------------------------------------------------------|
 CF0382
 CF0382                          SUPERSEDED SURVEY CONTROL
 CF0382
 CF0382  NAD 83(1986)-  31 36 00.21669(N)    109 40 11.71205(W) AD(       ) 2
 CF0382  NGVD 29 (03/13/91) 1268.9    (m)         4163.     (f) VERT ANG    3  
 CF0382
 CF0382.Superseded values are not recommended for survey control.
 CF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0382.See file dsdata.txt to determine how the superseded data were derived.
 CF0382
 CF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2618096874(NAD 83)
 CF0382_MARKER: DS = TRIANGULATION STATION DISK
 CF0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0382+STABILITY: SURFACE MOTION
 CF0382
 CF0382  HISTORY     - Date     Condition        Report By
 CF0382  HISTORY     - 1982     MONUMENTED       AZDT
 CF0382
 CF0382                          STATION DESCRIPTION
 CF0382
 CF0382'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0382'THE STATION IS LOCATED 6 MILES SOUTH OF ELFRIDA, ARIZONA AT MCNEAL,
 CF0382'ARIZONA.
 CF0382'
 CF0382'TO REACH THE STATION FROM THE POST OFFICE IN ELFRIDA TRAVEL SOUTH ON
 CF0382'U.S. 666 FOR 5.85 MILES TO THE STATION ON THE LEFT.
 CF0382'
 CF0382'THE STATION MARK ARE STANDARD ALUM STAMPED---MCNEAL 2 1982---.
 CF0382'THE SURFACE MARK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 CF0382'POST SET LEVEL WITH THE GROUND.  IT IS 75 FEET EAST OF CENTERLINE OF
 CF0382'U.S. HWY 666 AND 25.3 FEET WEST OF THE RIGHT OF WAY FENCE AND 250 FEET
 CF0382'SOUTH OF THE MCNEAL POST OFFICE.  5 FEET NORTH OF  WITNESS POST.  THE
 CF0382'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 CF0382'BELOW THE GROUND SURFACE MARK.
 CF0382'
 CF0382'REFERENCE MARK 1 IS A STANDARD ALUM DISK STAMPED---MCNEAL 2 RM 1---
 CF0382'SET ON TOP OF A 12 INCH CONCRETE POST LEVEL WITH THE GROUND.
 CF0382'
 CF0382'REFERENCE MARK 2 IS A STANDARD ALUM DISK STAMPED---MCNEAL 2 RM 2---
 CF0382'SET ON TOP OF A 12 INCH CONCRETE POST LEVEL WITH THE GROUND.
 CF0382'
 CF0382'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE AZDT HOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1105 ***********************************************************************
 ES1105  DESIGNATION -  MEAD
 ES1105  PID         -  ES1105
 ES1105  STATE/COUNTY-  AZ/NAVAJO
 ES1105  USGS QUAD   -  CLEAR CREEK RESERVOIR (1970)
 ES1105
 ES1105                         *CURRENT SURVEY CONTROL
 ES1105  ___________________________________________________________________
 ES1105* NAD 83(1992)-  34 59 11.78348(N)    110 42 46.32346(W)     ADJUSTED  
 ES1105* NAVD 88     -      1532.7    (meters)    5029.     (feet)  VERTCON   
 ES1105  ___________________________________________________________________
 ES1105  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ES1105  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ES1105  HORZ ORDER  -  SECOND
 ES1105
 ES1105.The horizontal coordinates were established by classical geodetic methods
 ES1105.and adjusted by the National Geodetic Survey in August 1993.
 ES1105
 ES1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1105
 ES1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1105
 ES1105.The geoid height was determined by GEOID03.
 ES1105
 ES1105;                    North         East     Units Scale Factor Converg.
 ES1105;SPC AZ E     -   442,224.772   163,494.917   MT  0.99993064   -0 18 47.5
 ES1105;SPC AZ E     - 1,450,868.67    536,400.65   iFT  0.99993064   -0 18 47.5
 ES1105;UTM  12      - 3,871,595.431   526,205.611   MT  0.99960846   +0 09 52.7
 ES1105
 ES1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1105!SPC AZ E     -   0.99976326  x   0.99993064  =   0.99969391
 ES1105!UTM  12      -   0.99976326  x   0.99960846  =   0.99937181
 ES1105
 ES1105:                Primary Azimuth Mark                     Grid Az
 ES1105:SPC AZ E     -  DIKE                                     019 05 19.3
 ES1105:UTM  12      -  DIKE                                     018 36 39.1
 ES1105
 ES1105|---------------------------------------------------------------------|
 ES1105| PID    Reference Object                     Distance      Geod. Az  |
 ES1105|                                                           dddmmss.s |
 ES1105| FQ0752 DIKE                                APPROX. 2.7 KM 0184631.8 |
 ES1105| CD2317 MEAD RM 1                             9.108 METERS 03338     |
 ES1105| CD2318 MEAD RM 2                             9.137 METERS 21514     |
 ES1105|---------------------------------------------------------------------|
 ES1105
 ES1105                          SUPERSEDED SURVEY CONTROL
 ES1105
 ES1105  NAD 83(1986)-  34 59 11.77804(N)    110 42 46.32641(W) AD(       ) 2
 ES1105  NAD 27      -  34 59 11.69862(N)    110 42 43.84012(W) AD(       ) 2
 ES1105  NGVD 29 (07/19/86) 1532.0    (m)         5026.     (f) VERT ANG    3  
 ES1105
 ES1105.Superseded values are not recommended for survey control.
 ES1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1105.See file dsdata.txt to determine how the superseded data were derived.
 ES1105
 ES1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2620671595(NAD 83)
 ES1105_MARKER: DD = SURVEY DISK
 ES1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1105+STABILITY: SURFACE MOTION
 ES1105
 ES1105  HISTORY     - Date     Condition        Report By
 ES1105  HISTORY     - 1979     MONUMENTED       AZDT
 ES1105
 ES1105                          STATION DESCRIPTION
 ES1105
 ES1105'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1105'THE STATION IS LOCATED 2.5 AIRLINE MILES SOUTHWEST OF WINSLOW AND
 ES1105'ALONG SR 87.
 ES1105'
 ES1105'THE STATION MARK IS A STANDARD ADOT DISK SET IN A ROUND CONCRETE POST
 ES1105'STAMPED---MEAD 1980---SET FLUSH IN THE GROUND.  A WITNESS POST AND
 ES1105'SIGN ARE 4.0 FEET SOUTH.
 ES1105'
 ES1105'THE UNDERGROUND MARK IS A STANDARD ADOT DISK SET IN CONCRETE 34
 ES1105'INCHES UNDER THE STATION MARK AND STAMPED---MEAD---.
 ES1105'
 ES1105'REFERENCE MARK NO. 1 IS A STANDARD ADOT DISK SET IN CONCRETE 29.9 FT.
 ES1105'ENE OF THE STATION MARK AND STAMPED---MEAD RM 1 1980---.
 ES1105'
 ES1105'REFERENCE MARK NO. 2 IS A STANDARD ADOT DISK SET IN CONCRETE 30.0 FT.
 ES1105'WSW OF THE STATION MARK AND STAMPED---MEAD RM 2 1980---.
 ES1105'
 ES1105'AZIMUTH MARK WAS NOT SET.  STATION DIKE MAY BE USED AS AZ MK.
 ES1105'
 ES1105'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR 2.7
 ES1105'MILES TO A HWY CUT ON THE LEFT AND STATION.  THE STATION IS 98 FT EAST
 ES1105'OF THE CENTERLINE OF SR 87.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1530 ***********************************************************************
 DA1530  DESIGNATION -  MEAD
 DA1530  PID         -  DA1530
 DA1530  STATE/COUNTY-  AZ/PIMA
 DA1530  USGS QUAD   -  AJO NORTH (1990)
 DA1530
 DA1530                         *CURRENT SURVEY CONTROL
 DA1530  ___________________________________________________________________
 DA1530* NAD 83(1992)-  32 27 33.46904(N)    112 52 21.29732(W)     ADJUSTED  
 DA1530* NAVD 88     -       432.39   (+/-2cm)    1418.6    (feet)  VERTCON   
 DA1530  ___________________________________________________________________
 DA1530  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DA1530  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA1530  HORZ ORDER  -  SECOND
 DA1530  VERT ORDER  -  THIRD ? (See Below)
 DA1530
 DA1530.The horizontal coordinates were established by classical geodetic methods
 DA1530.and adjusted by the National Geodetic Survey in August 1993.
 DA1530
 DA1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1530.The vertical order pertains to the NGVD 29 superseded value.
 DA1530
 DA1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1530
 DA1530.The geoid height was determined by GEOID03.
 DA1530
 DA1530;                    North         East     Units Scale Factor Converg.
 DA1530;SPC AZ C     -   162,196.123   123,492.885   MT  0.99999956   -0 30 47.1
 DA1530;SPC AZ C     -   532,139.51    405,160.38   iFT  0.99999956   -0 30 47.1
 DA1530;UTM  12      - 3,592,891.087   323,998.572   MT  0.99998199   -1 00 19.0
 DA1530
 DA1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1530!SPC AZ C     -   0.99993707  x   0.99999956  =   0.99993663
 DA1530!UTM  12      -   0.99993707  x   0.99998199  =   0.99991907
 DA1530
 DA1530|---------------------------------------------------------------------|
 DA1530| PID    Reference Object                     Distance      Geod. Az  |
 DA1530|                                                           dddmmss.s |
 DA1530| CH5909 MEAD RM 1                            12.595 METERS 00543     |
 DA1530| CH5910 MEAD RM 2                            11.961 METERS 10310     |
 DA1530| DA1528 AJO AFB BEACON                      APPROX. 1.8 KM 1190214.9 |
 DA1530| DA1542 CORNEZ                              APPROX. 3.6 KM 3460124.5 |
 DA1530|---------------------------------------------------------------------|
 DA1530
 DA1530                          SUPERSEDED SURVEY CONTROL
 DA1530
 DA1530  NAD 83(1986)-  32 27 33.46399(N)    112 52 21.30428(W) AD(       ) 2
 DA1530  NAD 27      -  32 27 33.25427(N)    112 52 18.74287(W) AD(       ) 2
 DA1530  NGVD 29 (07/19/86)  431.72   (m)         1416.4    (f) LEVELING    3  
 DA1530
 DA1530.Superseded values are not recommended for survey control.
 DA1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1530.See file dsdata.txt to determine how the superseded data were derived.
 DA1530
 DA1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2399992891(NAD 83)
 DA1530_MARKER: DD = SURVEY DISK
 DA1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1530+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1530
 DA1530  HISTORY     - Date     Condition        Report By
 DA1530  HISTORY     - 1975     MONUMENTED       AZDT
 DA1530  HISTORY     - 20060220 GOOD             USPSQD
 DA1530  HISTORY     - 20070603 GOOD             GEOCAC
 DA1530
 DA1530                          STATION DESCRIPTION
 DA1530
 DA1530'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1530'THE STATION IS LOCATED ABOUT 34.9 MILES SOUTHWEST OF GILA
 DA1530'BEND AND 6 MILES WEST-NORTHWEST OF AJO ALONG THE EAST RIGHT-OF-WAY
 DA1530'OF STATE ROUTE 85.
 DA1530'
 DA1530'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED MEAD
 DA1530'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1530'MARK IS 0.45 MILES SOUTH OF MEAD RD., 61 FEET EAST OF STATE HWY.
 DA1530'85 CENTERLINE, 37.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 DA1530'3.1 FEET EAST OF A WITNESS POST, AND 62 FEET EAST OF HWY.
 DA1530'CENTERLINE.
 DA1530'
 DA1530'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DA1530'1975 AND IS SET IN A 10 INCH CONCRETE POST IN THE EAST
 DA1530'RIGHT-OF-WAY OF STATE HWY. 85.  THE MARK IS 74 FEET EAST OF HWY
 DA1530'CENTERLINE, 41 FEET NORTH-NORTHEAST OF A WITNESS POST AND 26 FEET
 DA1530'WEST OF EAST RIGHT-OF-WAY FENCE LINE.
 DA1530'
 DA1530'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1530'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT IN THE EAST
 DA1530'RIGHT-OF-WAY OF STATE HWY. 85, 97 FEET EAST OF HWY. CENTERLINE,
 DA1530'36-1/2 FEET SOUTHEAST OF A WITNESS POST AND 2 FEET WEST OF EAST
 DA1530'RIGHT-OF-WAY FENCE LINE.
 DA1530'
 DA1530'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1530'GILA BEND, GO WEST ON U.S. HWY. 80 FOR 0.91 MILES TO THE AJO-STATE
 DA1530'ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER THE I-8
 DA1530'OVERPASS, CONTINUE SOUTHERLY ON STATE HWY. 85 TO MILE POST 35.8
 DA1530'(35.3 MILES) AND STATION IN THE EAST RIGHT-OF-WAY.
 DA1530'
 DA1530'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1530
 DA1530                          STATION RECOVERY (2006)
 DA1530
 DA1530'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1530'RECOVERED AS DESCRIBED.
 DA1530
 DA1530                          STATION RECOVERY (2007)
 DA1530
 DA1530'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0868 ***********************************************************************
 ES0868  DESIGNATION -  MEADOW
 ES0868  PID         -  ES0868
 ES0868  STATE/COUNTY-  AZ/COCONINO
 ES0868  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0868
 ES0868                         *CURRENT SURVEY CONTROL
 ES0868  ___________________________________________________________________
 ES0868* NAD 83(1992)-  34 36 34.91024(N)    111 11 27.00863(W)     ADJUSTED  
 ES0868* NAVD 88     -      2096.4    (meters)    6878.     (feet)  VERTCON   
 ES0868  ___________________________________________________________________
 ES0868  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ES0868  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0868  HORZ ORDER  -  SECOND
 ES0868
 ES0868.The horizontal coordinates were established by classical geodetic methods
 ES0868.and adjusted by the National Geodetic Survey in August 1993.
 ES0868
 ES0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0868
 ES0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0868
 ES0868.The geoid height was determined by GEOID03.
 ES0868
 ES0868;                    North         East     Units Scale Factor Converg.
 ES0868;SPC AZ C     -   400,519.023   279,926.842   MT  0.99995460   +0 24 44.2
 ES0868;SPC AZ C     - 1,314,038.79    918,395.15   iFT  0.99995460   +0 24 44.2
 ES0868;UTM  12      - 3,829,777.919   482,503.629   MT  0.99960377   -0 06 30.2
 ES0868
 ES0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0868!SPC AZ C     -   0.99967473  x   0.99995460  =   0.99962934
 ES0868!UTM  12      -   0.99967473  x   0.99960377  =   0.99927862
 ES0868
 ES0868:                Primary Azimuth Mark                     Grid Az
 ES0868:SPC AZ C     -  TIMBER                                   041 16 03.1
 ES0868:UTM  12      -  TIMBER                                   041 47 17.5
 ES0868
 ES0868|---------------------------------------------------------------------|
 ES0868| PID    Reference Object                     Distance      Geod. Az  |
 ES0868|                                                           dddmmss.s |
 ES0868| ES0883 TIMBER                              APPROX. 0.6 KM 0414047.3 |
 ES0868| ES0859 HAY                                 327.363 METERS 22732     |
 ES0868|---------------------------------------------------------------------|
 ES0868
 ES0868                          SUPERSEDED SURVEY CONTROL
 ES0868
 ES0868  NAD 83(1986)-  34 36 34.90251(N)    111 11 27.01252(W) AD(       ) 2
 ES0868  NGVD 29 (07/10/87) 2095.4    (m)         6875.     (f) VERT ANG    3  
 ES0868
 ES0868.Superseded values are not recommended for survey control.
 ES0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0868.See file dsdata.txt to determine how the superseded data were derived.
 ES0868
 ES0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8250429778(NAD 83)
 ES0868_MARKER: DS = TRIANGULATION STATION DISK
 ES0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0868+STABILITY: SURFACE MOTION
 ES0868
 ES0868  HISTORY     - Date     Condition        Report By
 ES0868  HISTORY     - 1981     MONUMENTED       AZDT
 ES0868  HISTORY     - 19980818 GOOD             USPSQD
 ES0868  HISTORY     - 20080723 GOOD             GEOCAC
 ES0868
 ES0868                          STATION DESCRIPTION
 ES0868
 ES0868'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0868'THE STATION IS LOCATED 21 MILES NORTHEAST OF PINE, 0.15 MILE SOUTHWEST
 ES0868'OF THE BLUERIDGE RANGER STATION AND ALONG ARIZONA HIGHWAY 87.
 ES0868'
 ES0868'THE STATION MARK IS AN AZDT DISK STAMPED---MEADOW 1981---SET IN
 ES0868'TOP OF A 10 INCH CONCRETE MONUMENT  26 FEET SOUTHEAST OF THE CENTER
 ES0868'LINE OF THE HIGHWAY AND 11 FEET NORTHWEST OF A CAIRN.
 ES0868'
 ES0868'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0868'
 ES0868'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0868'STATE ROUTE 87 FOR 31.35 MILES TO THE STATION ON THE RIGHT AT THE END
 ES0868'OF A LEFT CURVE WHICH IS 0.15 MILE SOUTH OF THE BLUE RIDGE RANGER
 ES0868'STATION.
 ES0868
 ES0868                          STATION RECOVERY (1998)
 ES0868
 ES0868'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0868'RECOVERED IN GOOD CONDITION.
 ES0868
 ES0868                          STATION RECOVERY (2008)
 ES0868
 ES0868'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0896 ***********************************************************************
 DU0896  DESIGNATION -  MEAT
 DU0896  PID         -  DU0896
 DU0896  STATE/COUNTY-  AZ/MARICOPA
 DU0896  USGS QUAD   -  TEMPE (1982)
 DU0896
 DU0896                         *CURRENT SURVEY CONTROL
 DU0896  ___________________________________________________________________
 DU0896* NAD 83(1992)-  33 27 46.07605(N)    111 55 03.27764(W)     ADJUSTED  
 DU0896* NAVD 88     -       367.82   (+/-2cm)    1206.8    (feet)  VERTCON   
 DU0896  ___________________________________________________________________
 DU0896  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DU0896  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0896  HORZ ORDER  -  SECOND
 DU0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0896
 DU0896.The horizontal coordinates were established by classical geodetic methods
 DU0896.and adjusted by the National Geodetic Survey in August 1993.
 DU0896
 DU0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0896.The vertical order pertains to the NGVD 29 superseded value.
 DU0896
 DU0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0896
 DU0896.The geoid height was determined by GEOID03.
 DU0896
 DU0896;                    North         East     Units Scale Factor Converg.
 DU0896;SPC AZ C     -   273,074.781   213,275.370   MT  0.99990000   -0 00 01.8
 DU0896;SPC AZ C     -   895,914.64    699,722.34   iFT  0.99990000   -0 00 01.8
 DU0896;UTM  12      - 3,702,971.278   414,732.626   MT  0.99968963   -0 30 21.5
 DU0896
 DU0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0896!SPC AZ C     -   0.99994692  x   0.99990000  =   0.99984692
 DU0896!UTM  12      -   0.99994692  x   0.99968963  =   0.99963657
 DU0896
 DU0896:                Primary Azimuth Mark                     Grid Az
 DU0896:SPC AZ C     -  T2N R4E SEC 35 1/4 COR                   000 35 24.4
 DU0896:UTM  12      -  T2N R4E SEC 35 1/4 COR                   001 05 44.1
 DU0896
 DU0896|---------------------------------------------------------------------|
 DU0896| PID    Reference Object                     Distance      Geod. Az  |
 DU0896|                                                           dddmmss.s |
 DU0896| CH6155 T2N R4E SEC 35 1/4 COR                             0003522.6 |
 DU0896| DU0897 MEAT RM 2                            12.123 METERS 18315     |
 DU0896| DU0894 MEAT AZ MK                                         3262233.6 |
 DU0896| DU0895 MEAT RM 1                            10.507 METERS 35645     |
 DU0896|---------------------------------------------------------------------|
 DU0896
 DU0896                          SUPERSEDED SURVEY CONTROL
 DU0896
 DU0896  NAD 83(1986)-  33 27 46.07040(N)    111 55 03.28264(W) AD(       ) 2
 DU0896  NAD 27      -  33 27 45.91100(N)    111 55 00.75940(W) AD(       ) 2
 DU0896  NGVD 29 (??/??/92)  367.208  (m)         1204.75   (f) ADJ UNCH    2 0
 DU0896
 DU0896.Superseded values are not recommended for survey control.
 DU0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0896.See file dsdata.txt to determine how the superseded data were derived.
 DU0896
 DU0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1473302971(NAD 83)
 DU0896_MARKER: DE = TRAVERSE STATION DISK
 DU0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0896_STAMPING: MEAT 1963
 DU0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0896+STABILITY: SURFACE MOTION
 DU0896
 DU0896  HISTORY     - Date     Condition        Report By
 DU0896  HISTORY     - 1963     MONUMENTED       CGS
 DU0896  HISTORY     - 1963     GOOD             CGS
 DU0896  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0896  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0896  HISTORY     - 20080311 MARK NOT FOUND   GEOCAC
 DU0896
 DU0896                          STATION DESCRIPTION
 DU0896
 DU0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0896'THE STATION IS LOCATED ALONG THE EAST SIDE OF 76 TH STREET, 0.2
 DU0896'MILE SOUTH OF EAST MC DOWELL ROAD, 2.2 MILES SOUTH-SOUTHEAST
 DU0896'OF SCOTTSDALE AND ON HIGHWAY PROPERTY.
 DU0896'
 DU0896'TO REACH THE STATION FROM THE JUNCTION OF SCOTTSDALE ROAD
 DU0896'AND EAST MC DOWELL ROAD, GO EAST ON EAST MC DOWELL ROAD FOR
 DU0896'0.5 MILE TO 76 TH STREET, TURN RIGHT, GO SOUTH ON 76 TH STREET
 DU0896'FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DU0896'
 DU0896'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED MEAT
 DU0896'1963, SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 DU0896'1 INCH ABOVE THE GROUND SURFACE.  IT IS 6.0 FEET EAST-NORTHEAST
 DU0896'OF A STANDARD METAL WITNESS POST AND MARKER, 9.0 FEET WEST OF
 DU0896'A NORTH AND SOUTH FENCE LINE, 32.5 FEET EAST OF THE APPROXIMATE
 DU0896'CENTER OF 76 TH STREET AND 98.0 FEET SOUTHEAST OF A POWERLINE
 DU0896'POLE NUMBER 313.
 DU0896'
 DU0896'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MEAT NO 1 1963,
 DU0896'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DU0896'THE GROUND SURFACE.  IT IS 12.0 FEET WEST OF THE NORTH AND SOUTH
 DU0896'FENCE LINE, 30.0 FEET EAST OF THE APPROXIMATE CENTER OF
 DU0896'76 TH STREET, 34.8 FEET NORTH-NORTHEAST OF THE WITNESS POST
 DU0896'AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DU0896'
 DU0896'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MEAT NO 2 1963,
 DU0896'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1
 DU0896'INCH ABOVE THE GROUND SURFACE.  IT IS 9.0 FEET WEST OF THE
 DU0896'NORTH AND SOUTH FENCE LINE, 30.9 FEET EAST OF THE APPROXIMATE
 DU0896'CENTER OF 76 TH STREET, 39.7 FEET SOUTH-SOUTHEAST OF THE
 DU0896'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION
 DU0896'MARK.
 DU0896'
 DU0896'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MEAT 1963, CEMENTED
 DU0896'IN A DRILL HOLE IN THE SOUTH CURB OF EAST MC DOWELL ROAD LOCATED
 DU0896'AT THE EXTREME NORTHEAST CORNER OF A SHOPPING CENTER, PARKING LOT.
 DU0896'IT IS 5.2 FEET NORTH OF THE NORTHEAST CORNER OF THE PARKING
 DU0896'LOT, 34.2 FEET SOUTH OF THE CENTER LINE OF EAST MC DOWELL ROAD
 DU0896'AND 81.0 FEET NORTHEAST OF A FLOOD LIGHT POLE.
 DU0896'
 DU0896'THE 1/4 SECTION CORNER MARK IS LOCATED AT THE INTERSECTION
 DU0896'OF 76 TH STREET AND MC DOWELL ROAD.  IT IS A 5/8 INCH ROD
 DU0896'LOCATED IN A 10-INCH HAND HOLE WITH A STEEL LID, IN THE CENTER
 DU0896'OF THE INTERSECTION OF 76 TH STREET AND MC DOWELL ROAD.
 DU0896'
 DU0896'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DU0896'76 TH STREET FOR 0.2 MILE TO MC DOWELL ROAD, TURN LEFT, GO
 DU0896'EAST ON MC DOWELL ROAD FOR 0.15 MILE TO THE NORTHEAST CORNER
 DU0896'OF A SHOPPING CENTER PARKING LOT ON THE LEFT AND THE AZIMUTH
 DU0896'ON LEFT AS DESCRIBED ABOVE.
 DU0896'
 DU0896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0896
 DU0896                          STATION RECOVERY (1963)
 DU0896
 DU0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0896'0.75 MI SE FROM SCOTTSDALE.
 DU0896'0.5 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0896'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0896'SOUTH ALONG NORTH 76TH STREET, ABOUT 100 YARDS NORTH OF THE
 DU0896'INTERSECTION OF EAST BELLEVIEW STREET, 30 FEET EAST OF THE CENTER OF
 DU0896'NORTH 76TH STREET, 98 FEET SOUTHEAST OF POWER POLE NO 313, 8.9 FEET
 DU0896'EAST OF A METAL WITNESS POST, ABOUT 1.5 FEET BELOW THE LEVEL OF THE
 DU0896'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- RM
 DU0896'1 IS 34.5 FEET NORTH OF TRAVERSE STATION MEAT, 28 FEET EAST OF THE
 DU0896'CENTER OF NORTH 76TH STREET, 67.5 FEET SOUTHEAST OF POWER POLE NO 313,
 DU0896'34.8 FEET NORTH OF A METAL WITNESS POST, AND IS A C ANG GS REFERENCE
 DU0896'MARK DISK STAMPED MEAT NO 1 1963, SET IN TOP OF A CONCRETE POST ABOUT
 DU0896'FLUSH WITH THE GROUND.  RM 2 IS 39.7 FEET SOUTH OF TRAVERSE STATION
 DU0896'MEAT, 28 FEET EAST OF THE CENTER OF NORTH 76TH STREET, 39.7 FEET SOUTH
 DU0896'OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED
 DU0896'MEAT NO 2 1963, SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DU0896
 DU0896                          STATION RECOVERY (1970)
 DU0896
 DU0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0896'THE STATION MARK AND REFERENCE MARK 1 AND 2 ARE BURIED OR
 DU0896'DESTROYED.  THE AZIMUTH MARK IS DESTROYED.  A THOROUGH SEARCH
 DU0896'WAS MADE FOR THE STATION AND REFERENCE MARKS.
 DU0896'
 DU0896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4
 DU0896'MILES SOUTH-SOUTHEAST OF SCOTTSDALE
 DU0896
 DU0896                          STATION RECOVERY (1970)
 DU0896
 DU0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0896'MARK NOT FOUND.
 DU0896
 DU0896                          STATION RECOVERY (2008)
 DU0896
 DU0896'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0896'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0896'MARK. THE DESCRIBED AREA IS NOW A LANDSCAPED RUNOFF RETENTION BASIN.
 DU0896'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0895 ***********************************************************************
 DU0895  DESIGNATION -  MEAT RM 1
 DU0895  PID         -  DU0895
 DU0895  STATE/COUNTY-  AZ/MARICOPA
 DU0895  USGS QUAD   -  TEMPE (1982)
 DU0895
 DU0895                         *CURRENT SURVEY CONTROL
 DU0895  ___________________________________________________________________
 DU0895* NAD 83(1986)-  33 27 45.     (N)    111 55 03.     (W)     SCALED    
 DU0895* NAVD 88     -       367.76   (+/-2cm)    1206.6    (feet)  VERTCON   
 DU0895  ___________________________________________________________________
 DU0895  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0895
 DU0895.The horizontal coordinates were scaled from a topographic map and have
 DU0895.an estimated accuracy of +/- 6 seconds.
 DU0895
 DU0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0895.The vertical order pertains to the NGVD 29 superseded value.
 DU0895
 DU0895.The geoid height was determined by GEOID03.
 DU0895
 DU0895;                    North         East    Units  Estimated Accuracy
 DU0895;SPC AZ C     -   273,040.      213,280.      MT  (+/- 180 meters Scaled)
 DU0895
 DU0895                          SUPERSEDED SURVEY CONTROL
 DU0895
 DU0895  NGVD 29 (??/??/92)  367.147  (m)         1204.55   (f) ADJ UNCH    2 0
 DU0895
 DU0895.Superseded values are not recommended for survey control.
 DU0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0895.See file dsdata.txt to determine how the superseded data were derived.
 DU0895
 DU0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC147029(NAD 83)
 DU0895_MARKER: DR = REFERENCE MARK DISK
 DU0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0895_STAMPING: MEAT NO 1 1963
 DU0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0895+STABILITY: SURFACE MOTION
 DU0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0895+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 DU0895
 DU0895  HISTORY     - Date     Condition        Report By
 DU0895  HISTORY     - 1963     MONUMENTED       CGS
 DU0895  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0895  HISTORY     - 20070308 GOOD             USPSQD
 DU0895  HISTORY     - 20080311 MARK NOT FOUND   GEOCAC
 DU0895
 DU0895                          STATION DESCRIPTION
 DU0895
 DU0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0895'0.75 MI SE FROM SCOTTSDALE.
 DU0895'0.5 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0895'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0895'SOUTH ALONG NORTH 76TH STREET, ABOUT 100 YARDS NORTH OF THE
 DU0895'INTERSECTION OF EAST BELLEVIEW STREET, 34.5 FEET NORTH OF TRAVERSE
 DU0895'STATION MEAT, 28 FEET EAST OF THE CENTER OF NORTH 76TH STREET, 67.5
 DU0895'FEET SOUTHEAST OF POWER POLE NO. 313, 34.8 FEET NORTH OF A METAL
 DU0895'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 DU0895'THE GROUND.
 DU0895
 DU0895                          STATION RECOVERY (1970)
 DU0895
 DU0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0895'MARK NOT FOUND.
 DU0895
 DU0895                          STATION RECOVERY (2007)
 DU0895
 DU0895'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0895'RECOVERED ON THE CURB.
 DU0895
 DU0895                          STATION RECOVERY (2008)
 DU0895
 DU0895'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0895'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0895'MARK. THE DESCRIBED AREA IS NOW A LANDSCAPED RUNOFF RETENTION BASIN.
 DU0895'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0897 ***********************************************************************
 DU0897  DESIGNATION -  MEAT RM 2
 DU0897  PID         -  DU0897
 DU0897  STATE/COUNTY-  AZ/MARICOPA
 DU0897  USGS QUAD   -  TEMPE (1982)
 DU0897
 DU0897                         *CURRENT SURVEY CONTROL
 DU0897  ___________________________________________________________________
 DU0897* NAD 83(1986)-  33 27 45.     (N)    111 55 03.     (W)     SCALED    
 DU0897* NAVD 88     -       367.86   (+/-2cm)    1206.9    (feet)  VERTCON   
 DU0897  ___________________________________________________________________
 DU0897  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0897
 DU0897.The horizontal coordinates were scaled from a topographic map and have
 DU0897.an estimated accuracy of +/- 6 seconds.
 DU0897
 DU0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0897.The vertical order pertains to the NGVD 29 superseded value.
 DU0897
 DU0897.The geoid height was determined by GEOID03.
 DU0897
 DU0897;                    North         East    Units  Estimated Accuracy
 DU0897;SPC AZ C     -   273,040.      213,280.      MT  (+/- 180 meters Scaled)
 DU0897
 DU0897                          SUPERSEDED SURVEY CONTROL
 DU0897
 DU0897  NGVD 29 (??/??/92)  367.250  (m)         1204.89   (f) ADJ UNCH    2 0
 DU0897
 DU0897.Superseded values are not recommended for survey control.
 DU0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0897.See file dsdata.txt to determine how the superseded data were derived.
 DU0897
 DU0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC147029(NAD 83)
 DU0897_MARKER: DR = REFERENCE MARK DISK
 DU0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0897_STAMPING: MEAT NO 1963
 DU0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0897+STABILITY: SURFACE MOTION
 DU0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0897+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 DU0897
 DU0897  HISTORY     - Date     Condition        Report By
 DU0897  HISTORY     - 1963     MONUMENTED       CGS
 DU0897  HISTORY     - 1970     MARK NOT FOUND   NGS
 DU0897  HISTORY     - 20070307 GOOD             USPSQD
 DU0897  HISTORY     - 20080311 MARK NOT FOUND   GEOCAC
 DU0897
 DU0897                          STATION DESCRIPTION
 DU0897
 DU0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0897'0.75 MI SE FROM SCOTTSDALE.
 DU0897'0.5 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0897'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.25 MILE
 DU0897'SOUTH ALONG NORTH 76TH STREET, ABOUT 100 YARDS NORTH OF THE
 DU0897'INTERSECTION OF EAST BELLEVIEW STREET, 39.7 FEET SOUTH OF TRAVERSE
 DU0897'STATION MEAT, 28 FEET EAST OF THE CENTER OF NORTH 76TH STREET, 39.7
 DU0897'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DU0897'POST PROJECTING 1 INCH.
 DU0897
 DU0897                          STATION RECOVERY (1970)
 DU0897
 DU0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0897'MARK NOT FOUND.
 DU0897
 DU0897                          STATION RECOVERY (2007)
 DU0897
 DU0897'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0897'MARK FOUND IN GOOD CONDITION.
 DU0897
 DU0897                          STATION RECOVERY (2008)
 DU0897
 DU0897'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0897'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0897'MARK. THE DESCRIBED AREA IS NOW A LANDSCAPED RUNOFF RETENTION BASIN.
 DU0897'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0881 ***********************************************************************
 FR0881  DESIGNATION -  MEATH
 FR0881  PID         -  FR0881
 FR0881  STATE/COUNTY-  AZ/YAVAPAI
 FR0881  USGS QUAD   -  ASH FORK (1979)
 FR0881
 FR0881                         *CURRENT SURVEY CONTROL
 FR0881  ___________________________________________________________________
 FR0881* NAD 83(1992)-  35 08 16.13839(N)    112 26 08.20992(W)     ADJUSTED  
 FR0881* NAVD 88     -      1629.1    (meters)    5345.     (feet)  VERTCON   
 FR0881  ___________________________________________________________________
 FR0881  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 FR0881  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 FR0881  HORZ ORDER  -  SECOND
 FR0881
 FR0881.The horizontal coordinates were established by classical geodetic methods
 FR0881.and adjusted by the National Geodetic Survey in August 1993.
 FR0881
 FR0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0881
 FR0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0881
 FR0881.The geoid height was determined by GEOID03.
 FR0881
 FR0881;                    North         East     Units Scale Factor Converg.
 FR0881;SPC AZ C     -   458,985.532   166,070.336   MT  0.99992755   -0 17 55.3
 FR0881;SPC AZ C     - 1,505,858.04    544,850.18   iFT  0.99992755   -0 17 55.3
 FR0881;UTM  12      - 3,889,269.685   369,213.226   MT  0.99981081   -0 49 35.0
 FR0881
 FR0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0881!SPC AZ C     -   0.99974828  x   0.99992755  =   0.99967585
 FR0881!UTM  12      -   0.99974828  x   0.99981081  =   0.99955914
 FR0881
 FR0881|---------------------------------------------------------------------|
 FR0881| PID    Reference Object                     Distance      Geod. Az  |
 FR0881|                                                           dddmmss.s |
 FR0881| CH3633 MEATH RM 1                            8.108 METERS 08029     |
 FR0881| CH3634 MEATH RM 2                            9.271 METERS 13806     |
 FR0881| FR0882 CRUICE                              APPROX. 4.9 KM 3363216.6 |
 FR0881|---------------------------------------------------------------------|
 FR0881
 FR0881                          SUPERSEDED SURVEY CONTROL
 FR0881
 FR0881  NAD 83(1986)-  35 08 16.13690(N)    112 26 08.20749(W) AD(       ) 2
 FR0881  NAD 27      -  35 08 16.08660(N)    112 26 05.57408(W) AD(       ) 2
 FR0881  NGVD 29 (07/19/86) 1628.2    (m)         5342.     (f) VERT ANG    3  
 FR0881
 FR0881.Superseded values are not recommended for survey control.
 FR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0881.See file dsdata.txt to determine how the superseded data were derived.
 FR0881
 FR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6921389270(NAD 83)
 FR0881_MARKER: DD = SURVEY DISK
 FR0881_SETTING: 66 = SET IN ROCK OUTCROP
 FR0881
 FR0881  HISTORY     - Date     Condition        Report By
 FR0881  HISTORY     - 1974     MONUMENTED       USGS
 FR0881  HISTORY     - 1980     GOOD             AZDT
 FR0881
 FR0881                          STATION DESCRIPTION
 FR0881
 FR0881'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0881'RM 1 TO RM 2 NOT MEASURED.
 FR0881'
 FR0881'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 FR0881'
 FR0881'LOCATED ABOUT 41 MI N. OF PRESCOTT. ABOUT 6.5 MI SE. OF ASHFORK.
 FR0881'ABOUT 0.5 MI E. OF U. S. HWY89. ON A PROMINENT TOP COVERED WITH
 FR0881'TREES.
 FR0881'
 FR0881'TO REACH FROM THE JCT. OF U. S. HWY. 66 AND 89, W. OF ASHFORK.
 FR0881'PROCEED S. ALONG U. S. HWY. 89 FOR 5.9 MI TO T-RD. E., 0.1 MI N. OF
 FR0881'MILEPOST 358 AT BRIDGE ON THE RD. TURN LEFT FOR 0.9 MI TO
 FR0881'UNDERGROUND PIPE LINE AND SW., ACROSS COUNTRY, FOR ABOUT 300
 FR0881'YARDS TO EDGE OF TIMBER AND END OF TRUCK TRAVEL. PACK SW. TO TOP
 FR0881'OF HILL AND STATION.
 FR0881'
 FR0881'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED MEATH 1974
 FR0881'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0881'
 FR0881'RM NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED
 FR0881'MEATH NO 1 1974 CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0881'
 FR0881'RM NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED
 FR0881'MEATH NO 2 1974 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER SOLID IN
 FR0881'THE GROUND AND PROJECTING ABOUT 1.5 FT ABOVE GROUND.
 FR0881
 FR0881                          STATION RECOVERY (1980)
 FR0881
 FR0881'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0881'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0881'CONDITION AND AS DESCRIBED.  A NEW ROUTE TO STATION FOLLOWS.
 FR0881'
 FR0881'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 FR0881'U.S. HIGHWAY 89 FOR 20.1 MILES TO A SIDE ROAD RIGHT WHICH IS JUST PAST
 FR0881'A CONCRETE HIGHWAY BRIDGE.  TURN RIGHT PASSING THROUGH A GATE AND
 FR0881'TRAVEL EAST FOR 0.2 MILE TO A FORK.  TURN RIGHT ON DIM TRAIL ROAD
 FR0881'WHICH WINDS THROUGH JUNIPERS TO END OF TRUCK TRAVEL.  PACK SOUTHEAST
 FR0881'UP SLOPE TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7992 ***********************************************************************
 DK7992  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7992  DESIGNATION -  MELVIN
 DK7992  PID         -  DK7992
 DK7992  STATE/COUNTY-  AZ/GILA
 DK7992  USGS QUAD   -  GLOBE (1982)
 DK7992
 DK7992                         *CURRENT SURVEY CONTROL
 DK7992  ___________________________________________________________________
 DK7992* NAD 83(2007)-  33 26 02.03950(N)    110 49 38.14695(W)     ADJUSTED  
 DK7992* NAVD 88     -      1002.92   (meters)    3290.4    (feet)  GPS OBS   
 DK7992  ___________________________________________________________________
 DK7992  EPOCH DATE  -        2007.00
 DK7992  X           -  -1,894,709.128 (meters)                     COMP
 DK7992  Y           -  -4,980,716.424 (meters)                     COMP
 DK7992  Z           -   3,494,755.945 (meters)                     COMP
 DK7992  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 DK7992  ELLIP HEIGHT-         975.544 (meters)          (01/09/09) ADJUSTED
 DK7992  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DK7992  HORZ ORDER  -  B
 DK7992  ELLP ORDER  -  FOURTH    CLASS II
 DK7992
 DK7992.The horizontal coordinates were established by GPS observations
 DK7992.and adjusted by the National Geodetic Survey in January 2009.
 DK7992
 DK7992.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7992.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7992.The horizontal coordinates are valid at the epoch date displayed above.
 DK7992.The epoch date for horizontal control is a decimal equivalence
 DK7992.of Year/Month/Day.
 DK7992
 DK7992.The orthometric height was determined by GPS observations and a
 DK7992.high-resolution geoid model.
 DK7992.The orthometric height was determined by GPS observations and a
 DK7992.high-resolution geoid model using precise GPS observation and
 DK7992.processing techniques.
 DK7992
 DK7992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7992
 DK7992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7992
 DK7992.The ellipsoidal height was determined by GPS observations
 DK7992.and is referenced to NAD 83.
 DK7992
 DK7992.The geoid height was determined by GEOID03.
 DK7992
 DK7992;                    North         East     Units Scale Factor Converg.
 DK7992;SPC AZ E     -   270,064.945   151,934.695   MT  0.99994650   -0 21 50.3
 DK7992;SPC AZ E     -   886,039.85    498,473.41   iFT  0.99994650   -0 21 50.3
 DK7992;UTM  12      - 3,699,404.138   516,056.931   MT  0.99960318   +0 05 42.6
 DK7992
 DK7992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7992!SPC AZ E     -   0.99984687  x   0.99994650  =   0.99979338
 DK7992!UTM  12      -   0.99984687  x   0.99960318  =   0.99945011
 DK7992
 DK7992                          SUPERSEDED SURVEY CONTROL
 DK7992
 DK7992.No superseded survey control is available for this station.
 DK7992
 DK7992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1605799404(NAD 83)
 DK7992_MARKER: F = FLANGE-ENCASED ROD
 DK7992_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7992+WITH SETTING: INFORMATION.
 DK7992_STAMPING: MELVIN
 DK7992_MARK LOGO: NGS   
 DK7992_PROJECTION: RECESSED 15 CENTIMETERS
 DK7992_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7992+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7992_ROD/PIPE-DEPTH:  1.8 meters
 DK7992_SLEEVE-DEPTH  :  0.9 meters
 DK7992
 DK7992  HISTORY     - Date     Condition        Report By
 DK7992  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7992
 DK7992                          STATION DESCRIPTION
 DK7992
 DK7992'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7992'FROM THE INTERSECTION OF U.S. 60 AND S.R. 188 IN CLAYPOOL, ARIZONA GO
 DK7992'NORTH FOR 1.27 MI (2.0 KM) TO AN UNNAMED ROAD TURN EAST FOR 0.10 MI.
 DK7992'MONUMENT IS STAINLESS STEEL ROD IN HAND HOLE UP ON A POINT JUST
 DK7992'SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1182 ***********************************************************************
 CG1182  DESIGNATION -  MEMOR
 CG1182  PID         -  CG1182
 CG1182  STATE/COUNTY-  AZ/COCHISE
 CG1182  USGS QUAD   -  TOMBSTONE SE (1982)
 CG1182
 CG1182                         *CURRENT SURVEY CONTROL
 CG1182  ___________________________________________________________________
 CG1182* NAD 83(1992)-  31 33 07.59778(N)    110 00 28.18716(W)     ADJUSTED  
 CG1182* NAVD 88     -      1457.3    (meters)    4781.     (feet)  VERTCON   
 CG1182  ___________________________________________________________________
 CG1182  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 CG1182  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG1182  HORZ ORDER  -  SECOND
 CG1182
 CG1182.The horizontal coordinates were established by classical geodetic methods
 CG1182.and adjusted by the National Geodetic Survey in August 1993.
 CG1182
 CG1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1182
 CG1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1182
 CG1182.The geoid height was determined by GEOID03.
 CG1182
 CG1182;                    North         East     Units Scale Factor Converg.
 CG1182;SPC AZ E     -    61,219.640   228,439.999   MT  0.99990280   +0 04 59.2
 CG1182;SPC AZ E     -   200,851.84    749,475.06   iFT  0.99990280   +0 04 59.2
 CG1182;UTM  12      - 3,491,218.954   594,170.622   MT  0.99970938   +0 31 09.2
 CG1182
 CG1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1182!SPC AZ E     -   0.99977554  x   0.99990280  =   0.99967836
 CG1182!UTM  12      -   0.99977554  x   0.99970938  =   0.99948499
 CG1182
 CG1182|---------------------------------------------------------------------|
 CG1182| PID    Reference Object                     Distance      Geod. Az  |
 CG1182|                                                           dddmmss.s |
 CG1182| CS6139 MEMOR RM 1                           11.370 METERS 08740     |
 CG1182| CS6140 MEMOR RM 2                            7.282 METERS 26638     |
 CG1182|---------------------------------------------------------------------|
 CG1182
 CG1182                          SUPERSEDED SURVEY CONTROL
 CG1182
 CG1182  NAD 83(1986)-  31 33 07.59172(N)    110 00 28.17944(W) AD(       ) 2
 CG1182  NGVD 29 (06/28/91) 1456.5    (m)         4779.     (f) VERT ANG    3  
 CG1182
 CG1182.Superseded values are not recommended for survey control.
 CG1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1182.See file dsdata.txt to determine how the superseded data were derived.
 CG1182
 CG1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9417191219(NAD 83)
 CG1182_MARKER: DS = TRIANGULATION STATION DISK
 CG1182_SETTING: 66 = SET IN ROCK OUTCROP
 CG1182_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1182+STABILITY: POSITION/ELEVATION WELL
 CG1182
 CG1182  HISTORY     - Date     Condition        Report By
 CG1182  HISTORY     - 1986     MONUMENTED       AZDT
 CG1182
 CG1182                          STATION DESCRIPTION
 CG1182
 CG1182'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1182'THE STATION IS LOCATED 9 MILES NORTHWEST OF BISBEE AND 1/4 MILE EAST
 CG1182'OF U.S. HIGHWAY 80.  IT IS ON TOP OF A SMALL HILL BY A 4 FOOT CAIRN.
 CG1182'
 CG1182'THE STATION MARK IS AN AZDT DISK STAMPED---MEMOR 1986---.  IT IS SET
 CG1182'IN A DRILL HOLE IN BEDROCK.  IT IS 6 FEET NORTH OF THE CAIRN.
 CG1182'
 CG1182'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MEMOR RM 1 1986---.  IT IS
 CG1182'SET IN A ROCK OUTCROP.
 CG1182'
 CG1182'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MEMOR RM 2 1986---.  IT IS
 CG1182'SET IN A ROCK OUTCROP.
 CG1182'
 CG1182'TO REACH THE STATION FROM THE JOHN L. WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG1182'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 12.45 MILES TO A ROAD ON THE LEFT
 CG1182'AT MILE POST 33/.4. PASS THROUGH GATE FOR 0.1 MILE TO A FORK, TAKE THE
 CG1182'RIGHT FORK 0.2 MILE TO THE END OF TRUCK TRAVEL AT A STOCK TANK ON THE
 CG1182'RIGHT.  PACK TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1987 ***********************************************************************
 CZ1987  DESIGNATION -  MEN
 CZ1987  PID         -  CZ1987
 CZ1987  STATE/COUNTY-  AZ/PIMA
 CZ1987  USGS QUAD   -  SAN PEDRO (1992)
 CZ1987
 CZ1987                         *CURRENT SURVEY CONTROL
 CZ1987  ___________________________________________________________________
 CZ1987* NAD 83(1992)-  32 02 32.07341(N)    111 26 33.57814(W)     ADJUSTED  
 CZ1987* NAVD 88     -       849.1    (meters)    2786.     (feet)  VERTCON   
 CZ1987  ___________________________________________________________________
 CZ1987  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CZ1987  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ1987  HORZ ORDER  -  SECOND
 CZ1987
 CZ1987.The horizontal coordinates were established by classical geodetic methods
 CZ1987.and adjusted by the National Geodetic Survey in August 1993.
 CZ1987
 CZ1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1987
 CZ1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1987
 CZ1987.The geoid height was determined by GEOID03.
 CZ1987
 CZ1987;                    North         East     Units Scale Factor Converg.
 CZ1987;SPC AZ C     -   115,648.962   258,125.523   MT  0.99992471   +0 15 05.3
 CZ1987;SPC AZ C     -   379,425.73    846,868.51   iFT  0.99992471   +0 15 05.3
 CZ1987;UTM  12      - 3,545,203.637   458,207.339   MT  0.99962154   -0 14 05.5
 CZ1987
 CZ1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1987!SPC AZ C     -   0.99987141  x   0.99992471  =   0.99979613
 CZ1987!UTM  12      -   0.99987141  x   0.99962154  =   0.99949299
 CZ1987
 CZ1987:                Primary Azimuth Mark                     Grid Az
 CZ1987:SPC AZ C     -  FOUR                                     062 53 16.6
 CZ1987:UTM  12      -  FOUR                                     063 22 27.4
 CZ1987
 CZ1987|---------------------------------------------------------------------|
 CZ1987| PID    Reference Object                     Distance      Geod. Az  |
 CZ1987|                                                           dddmmss.s |
 CZ1987| CZ1986 FOUR                                APPROX. 6.2 KM 0630821.9 |
 CZ1987| CH5911 MEN RM 1                              9.056 METERS 07613     |
 CZ1987| CH5912 MEN RM 2                             13.049 METERS 25652     |
 CZ1987|---------------------------------------------------------------------|
 CZ1987
 CZ1987                          SUPERSEDED SURVEY CONTROL
 CZ1987
 CZ1987  NAD 83(1986)-  32 02 32.06852(N)    111 26 33.57691(W) AD(       ) 2
 CZ1987  NAD 27      -  32 02 31.79012(N)    111 26 31.18372(W) AD(       ) 2
 CZ1987  NGVD 29 (07/19/86)  848.4    (m)         2783.     (f) VERT ANG    3  
 CZ1987
 CZ1987.Superseded values are not recommended for survey control.
 CZ1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1987.See file dsdata.txt to determine how the superseded data were derived.
 CZ1987
 CZ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA5820745204(NAD 83)
 CZ1987_MARKER: DD = SURVEY DISK
 CZ1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1987
 CZ1987  HISTORY     - Date     Condition        Report By
 CZ1987  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1987  HISTORY     - 19970306 GOOD             USPSQD
 CZ1987  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ1987
 CZ1987                          STATION DESCRIPTION
 CZ1987
 CZ1987'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1987'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF ROBLES JUNCTION
 CZ1987'ALONG THE NORTH RIGHT-OF-WAY OF STATE ROUTE 86.
 CZ1987'
 CZ1987'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED MEN 1978.  IT IS
 CZ1987'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 97 FEET NORTH OF
 CZ1987'THE HIGHWAY CENTERLINE.  IT IS INSIDE THE RIGHT-OF-WAY FENCE AND
 CZ1987'MARKED BY A WITNESS POST AND SIGN 2.5 FEET TO THE NORTH.
 CZ1987'
 CZ1987'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED MEN RM1 1978
 CZ1987'IT IS SET IN TOP OF 10 INCH DIAMETER CONCRETE MONUMENT WHICH IS 97
 CZ1987'FEET NORTH OF THE HIGHWAY CENTERLINE.  THE MARK IS INSIDE THE FENCE
 CZ1987'LINE.
 CZ1987'
 CZ1987'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED MEN RM2 1978
 CZ1987'IT IS SET IN TOP OF A 10 INCH DIAMETER MONUMENT WHICH IS 97 FEET NORTH
 CZ1987'OF THE HIGHWAY CENTERLINE AND INSIDE THE RIGHT-OF-WAY FENCELINE.
 CZ1987'
 CZ1987'TO REACH THE STATION FROM STORE AT ROBLES JUNCTION TRAVEL WESTERLY ON
 CZ1987'STATE ROUTE 86 FOR 8.6 MILES TO MILE POST 142.4 ON A HIGHWAY CUT BANK
 CZ1987'AT A CURVE.  THE STATION IS AT THE END OF A LONG SLOPING RIDGE WHICH
 CZ1987'EXTENDS SOUTHWARD FROM THE MARTINA MOUNTAINS.
 CZ1987
 CZ1987                          STATION RECOVERY (1997)
 CZ1987
 CZ1987'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1987'RECOVERED IN GOOD CONDITION.
 CZ1987
 CZ1987                          STATION RECOVERY (1999)
 CZ1987
 CZ1987'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0074 ***********************************************************************
 CG0074  DESIGNATION -  MENDIVIL
 CG0074  PID         -  CG0074
 CG0074  STATE/COUNTY-  AZ/COCHISE
 CG0074  USGS QUAD   -  BENSON (1983)
 CG0074
 CG0074                         *CURRENT SURVEY CONTROL
 CG0074  ___________________________________________________________________
 CG0074* NAD 83(1992)-  31 57 21.82557(N)    110 21 24.44246(W)     ADJUSTED  
 CG0074* NAVD 88     -      1269.93   (+/-2cm)    4166.4    (feet)  VERTCON   
 CG0074  ___________________________________________________________________
 CG0074  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CG0074  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0074  HORZ ORDER  -  SECOND
 CG0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0074
 CG0074.The horizontal coordinates were established by classical geodetic methods
 CG0074.and adjusted by the National Geodetic Survey in August 1993.
 CG0074
 CG0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0074.The vertical order pertains to the NGVD 29 superseded value.
 CG0074
 CG0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0074
 CG0074.The geoid height was determined by GEOID03.
 CG0074
 CG0074;                    North         East     Units Scale Factor Converg.
 CG0074;SPC AZ E     -   106,011.237   195,387.910   MT  0.99990398   -0 06 02.3
 CG0074;SPC AZ E     -   347,805.90    641,036.45   iFT  0.99990398   -0 06 02.3
 CG0074;SPC AZ C     -   107,058.027   360,821.260   MT  1.00016809   +0 49 32.7
 CG0074;SPC AZ C     -   351,240.25  1,183,796.78   iFT  1.00016809   +0 49 32.7
 CG0074;UTM  12      - 3,535,746.171   560,784.183   MT  0.99964556   +0 20 25.6
 CG0074
 CG0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0074!SPC AZ E     -   0.99980501  x   0.99990398  =   0.99970901
 CG0074!SPC AZ C     -   0.99980501  x   1.00016809  =   0.99997306
 CG0074!UTM  12      -   0.99980501  x   0.99964556  =   0.99945064
 CG0074
 CG0074|---------------------------------------------------------------------|
 CG0074| PID    Reference Object                     Distance      Geod. Az  |
 CG0074|                                                           dddmmss.s |
 CG0074| CG0073 MENDIVIL RM 1                        16.459 METERS 00452     |
 CG0074| CG0976 WHETSTONE SP RR WATER TANK          APPROX. 2.1 KM 1031910.6 |
 CG0074| CG0975 AVIATION BEACON 45 A                APPROX. 4.1 KM 1965547.2 |
 CG0074| CC6925 MENDIVIL RM 2                        14.989 METERS 26915     |
 CG0074| CC6924 MENDIVIL AZ MK                                     3462500.8 |
 CG0074|---------------------------------------------------------------------|
 CG0074
 CG0074                          SUPERSEDED SURVEY CONTROL
 CG0074
 CG0074  NAD 83(1986)-  31 57 21.82000(N)    110 21 24.43885(W) AD(       ) 2
 CG0074  NAD 27      -  31 57 21.51900(N)    110 21 22.17900(W) AD(       ) 2
 CG0074  NGVD 29 (??/??/92) 1269.118  (m)         4163.76   (f) ADJ UNCH    2 0
 CG0074
 CG0074.Superseded values are not recommended for survey control.
 CG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0074.See file dsdata.txt to determine how the superseded data were derived.
 CG0074
 CG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6078435746(NAD 83)
 CG0074_MARKER: DS = TRIANGULATION STATION DISK
 CG0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0074_STAMPING: MENDIVIL 1936
 CG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0074+STABILITY: SURFACE MOTION
 CG0074
 CG0074  HISTORY     - Date     Condition        Report By
 CG0074  HISTORY     - 1936     MONUMENTED       CGS
 CG0074  HISTORY     - 1960     GOOD             CGS
 CG0074  HISTORY     - 1960     GOOD             NGS
 CG0074  HISTORY     - 20060908 GOOD             GEOCAC
 CG0074
 CG0074                          STATION DESCRIPTION
 CG0074
 CG0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0074'THE STATION IS IN SW CORNER OF THE NW 1/4 OF SEC. 13 R. 19E,
 CG0074'T 17S, ABOUT 4 MILES W BY S OF BENSON, 0.4 MILE S OF HIGHWAY
 CG0074'U.S. NO. 80, 0.2 MILE SW OF THE RANCH HOUSE OF CLAUDIO MENDIVIL
 CG0074'IN THE PASTURE, 34 FEET E OF AN E GATE POST AND 6 FEET N OF
 CG0074'AN E AND W FENCE.
 CG0074'
 CG0074'THE STATION MARK PROJECTS 6 INCHES ABOVE GROUND.
 CG0074'
 CG0074'R.M. NO. 1 IS N OF THE STATION, PROJECTING ABOUT 4 INCHES
 CG0074'ABOVE GROUND, 60 FEET N OF E AND W FENCE, 71 FEET NE OF GATE
 CG0074'POST ON FENCE LINE.
 CG0074'
 CG0074'R.M. NO. 2 IS W OF THE STATION, PROJECTING ABOUT 4 INCHES
 CG0074'ABOVE GROUND, 16.5 FEET NW OF GATE POST, 5.5 FEE N OF FENCE
 CG0074'LINE.
 CG0074'
 CG0074'THE AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF THE STATION, PROJECTING
 CG0074'ABOUT 4 INCHES ABOVE GROUND, 15 FEET S OF GATE POST IN THE
 CG0074'RIGHT-OF-WAY FENCE LINE ON THE S SIDE OF HIGHWAY U.S. NO. 80,
 CG0074'ABOUT 0.3 MILE W OF OVERHEAD PASS ON THE S.P.R.R. AND 40 YARDS
 CG0074'S OF A LARGE BLACK SIGN BOARD.
 CG0074'
 CG0074'ALL OBJECTS VISIBLE FROM A 4-FOOT STAND.
 CG0074'
 CG0074'STATION IS REACHED FROM BENSON BY GOING W ON U.S. NO. 80 AND
 CG0074'CROSSING THE S.P.R.R. ON THE OVERHEAD BRIDGE, A DISTANCE OF
 CG0074'3.5 MILES.  JUST AS YOU REACH A CURVE AFTER CROSSING THE BRIDGE,
 CG0074'TAKE THE SIDE ROAD LEADING SW FOR A DISTANCE OF 0.2 MILE
 CG0074'TO A Y, TAKE THE RIGHT FORK AND GO 0.2 MILE TO A GATE, THE
 CG0074'STATION BEING JUST E OF THE GATE.
 CG0074
 CG0074                          STATION RECOVERY (1960)
 CG0074
 CG0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0074'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 CG0074'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT
 CG0074'BE FOUND.  IT HAS OBVIOUSLY BEEN DESTROYED BY ROAD CONSTRUCTION.
 CG0074'
 CG0074'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION AND OTHER
 CG0074'MEASUREMENTS TO LANDMARKS.
 CG0074'
 CG0074'REACHED FROM THE WEST END OF THE EAST BOUND LANE OF U.S.
 CG0074'HIGHWAY 80 AT THE WHETSTONE OVERPASS (THIS IS 3.5 MILES WEST
 CG0074'OF BENSON) BY GOING WEST FOR 0.15 MILE TO A SIDE ROAD LEFT,
 CG0074'TURN LEFT, SOUTH, FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK AND
 CG0074'CONTINUE SOUTH FOR 0.2 MILE TO WIRE GATE AND STATION ON THE
 CG0074'LEFT.
 CG0074'
 CG0074'STATION MARK IS SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 CG0074'POST PROJECTING 8 INCHES AND IS STAMPED MENDIVIL 1936.  IT
 CG0074'IS 37 FEET EAST OF THE CENTER OF A TRACK ROAD, 6 FEET NORTH OF A
 CG0074'WIRE FENCE AND 6.7 FEET NORTHEAST OF A WITNESS POST.
 CG0074'
 CG0074'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MENDIVIL NO 1 1936,
 CG0074'SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0074'6 INCHES.  IT IS 70 FEET NORTH OF THE EAST GATE POST IN A
 CG0074'WIRE FENCE AND 13 FEET EAST OF THE CENTER OF THE ROAD.
 CG0074'
 CG0074'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MENDIVIL NO 2 1936,
 CG0074'SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0074'6 INCHES.  IT IS 10 FEET WEST OF THE CENTER OF THE TRACK ROAD
 CG0074'AND 5 FEET NORTH OF THE WIRE FENCE.
 CG0074'
 CG0074'TRIANGULATION STATION WHET CAN BE USED AS AN AZIMUTH MARK FOR
 CG0074'THIS STATION.
 CG0074
 CG0074                          STATION RECOVERY (1960)
 CG0074
 CG0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0074'4.0 MI SW FROM BENSON.
 CG0074'3.5 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0074'80 TO WHETSTONE OVERPASS, THENCE 0.15 MILE WEST ON U. S. HIGHWAY 80 TO
 CG0074'SIDE ROAD, THENCE 0.1 MILE SOUTH ON DIRT ROAD TO A Y FORK. TAKE RIGHT
 CG0074'FORK AND CONTINUE 0.2 MILE SOUTH ON DIRT ROAD TO WIRE GATE AND THE
 CG0074'STATION, 6.0 FEET NORTH OF WIRE FENCE, 37.0 FEET EAST OF CENTER OF
 CG0074'TRACK ROAD, 6.7 FEET NORTHEAST OF WITNESS POST, SET IN THE TOP OF A
 CG0074'6-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 CG0074
 CG0074                          STATION RECOVERY (2006)
 CG0074
 CG0074'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0074'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG0074'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0073 ***********************************************************************
 CG0073  DESIGNATION -  MENDIVIL RM 1
 CG0073  PID         -  CG0073
 CG0073  STATE/COUNTY-  AZ/COCHISE
 CG0073  USGS QUAD   -  BENSON (1983)
 CG0073
 CG0073                         *CURRENT SURVEY CONTROL
 CG0073  ___________________________________________________________________
 CG0073* NAD 83(1986)-  31 57 21.     (N)    110 21 24.     (W)     SCALED    
 CG0073* NAVD 88     -      1269.29   (+/-2cm)    4164.3    (feet)  VERTCON   
 CG0073  ___________________________________________________________________
 CG0073  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0073
 CG0073.The horizontal coordinates were scaled from a topographic map and have
 CG0073.an estimated accuracy of +/- 6 seconds.
 CG0073
 CG0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0073.The vertical order pertains to the NGVD 29 superseded value.
 CG0073
 CG0073.The geoid height was determined by GEOID03.
 CG0073
 CG0073;                    North         East    Units  Estimated Accuracy
 CG0073;SPC AZ E     -   105,990.      195,400.      MT  (+/- 180 meters Scaled)
 CG0073
 CG0073                          SUPERSEDED SURVEY CONTROL
 CG0073
 CG0073  NGVD 29 (??/??/92) 1268.479  (m)         4161.67   (f) ADJ UNCH    2 0
 CG0073
 CG0073.Superseded values are not recommended for survey control.
 CG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0073.See file dsdata.txt to determine how the superseded data were derived.
 CG0073
 CG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA607357(NAD 83)
 CG0073_MARKER: DR = REFERENCE MARK DISK
 CG0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0073_STAMPING: MENDIVIL NO 1 1936
 CG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0073+STABILITY: SURFACE MOTION
 CG0073
 CG0073  HISTORY     - Date     Condition        Report By
 CG0073  HISTORY     - 1936     MONUMENTED       CGS
 CG0073  HISTORY     - 1960     GOOD             NGS
 CG0073  HISTORY     - 20060908 GOOD             GEOCAC
 CG0073
 CG0073                          STATION DESCRIPTION
 CG0073
 CG0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0073'3.95 MI SW FROM BENSON.
 CG0073'3.5 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0073'80 TO WHETSTONE OVERPASS, THENCE CONTINUE ON HIGHWAY 80, 0.15 MILE
 CG0073'WEST TO SIDE ROAD, THENCE 0.1 MILE SOUTH ON DIRT ROAD TO A Y FORK,
 CG0073'TAKE RIGHT FORK AND CONTINUE 0.2 MILE SOUTH ON DIRT ROAD TO A WIRE
 CG0073'GATE.  R M 1 IS 70.0 FEET NORTH OF THE EAST GATEPOST, 13.0 FEET EAST
 CG0073'OF CENTER OF TRACK ROAD, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 CG0073'POST PROJECTING 6 INCHES.
 CG0073
 CG0073                          STATION RECOVERY (2006)
 CG0073
 CG0073'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1810 ***********************************************************************
 CZ1810  DESIGNATION -  MERCER
 CZ1810  PID         -  CZ1810
 CZ1810  STATE/COUNTY-  AZ/PIMA
 CZ1810  USGS QUAD   -  AGUA CALIENTE HILL (1981)
 CZ1810
 CZ1810                         *CURRENT SURVEY CONTROL
 CZ1810  ___________________________________________________________________
 CZ1810* NAD 83(2007)-  32 18 47.93433(N)    110 44 47.84577(W)     ADJUSTED  
 CZ1810* NAVD 88     -      1156.8    (meters)    3795.     (feet)  GPS OBS   
 CZ1810  ___________________________________________________________________
 CZ1810  EPOCH DATE  -        2007.00
 CZ1810  X           -  -1,911,641.511 (meters)                     COMP
 CZ1810  Y           -  -5,046,589.062 (meters)                     COMP
 CZ1810  Z           -   3,390,448.412 (meters)                     COMP
 CZ1810  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 CZ1810  ELLIP HEIGHT-        1128.830 (meters)          (02/10/07) ADJUSTED
 CZ1810  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CZ1810
 CZ1810  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1810  Type    PID    Designation                      North   East  Ellip
 CZ1810  -------------------------------------------------------------------
 CZ1810  NETWORK CZ1810 MERCER                            1.27   1.22   2.43
 CZ1810  -------------------------------------------------------------------
 CZ1810
 CZ1810.The horizontal coordinates were established by GPS observations
 CZ1810.and adjusted by the National Geodetic Survey in February 2007.
 CZ1810
 CZ1810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1810.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1810.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1810.The epoch date for horizontal control is a decimal equivalence
 CZ1810.of Year/Month/Day.
 CZ1810
 CZ1810.The orthometric height was determined by GPS observations and a
 CZ1810.high-resolution geoid model.
 CZ1810
 CZ1810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1810
 CZ1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1810
 CZ1810.The ellipsoidal height was determined by GPS observations
 CZ1810.and is referenced to NAD 83.
 CZ1810
 CZ1810.The geoid height was determined by GEOID03.
 CZ1810
 CZ1810;                    North         East     Units Scale Factor Converg.
 CZ1810;SPC AZ C     -   146,208.314   323,535.693   MT  1.00004964   +0 37 31.8
 CZ1810;SPC AZ C     -   479,686.07  1,061,468.81   iFT  1.00004964   +0 37 31.8
 CZ1810;UTM  12      - 3,575,193.358   523,851.026   MT  0.99960701   +0 08 07.6
 CZ1810
 CZ1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1810!SPC AZ C     -   0.99982279  x   1.00004964  =   0.99987242
 CZ1810!UTM  12      -   0.99982279  x   0.99960701  =   0.99942987
 CZ1810
 CZ1810|---------------------------------------------------------------------|
 CZ1810| PID    Reference Object                     Distance      Geod. Az  |
 CZ1810|                                                           dddmmss.s |
 CZ1810| CC6927 MERCER RM 1                           7.136 METERS 05320     |
 CZ1810| CC6928 MERCER RM 2                          10.197 METERS 14352     |
 CZ1810| CC6926 MERCER AZ MK                                       2134917.0 |
 CZ1810|---------------------------------------------------------------------|
 CZ1810
 CZ1810                          SUPERSEDED SURVEY CONTROL
 CZ1810
 CZ1810  ELLIP H (07/18/02) 1128.856  (m)                       GP(       ) 4 2
 CZ1810  NAD 83(1992)-  32 18 47.93445(N)    110 44 47.84478(W) AD(       ) 1
 CZ1810  ELLIP H (08/23/93) 1128.970  (m)                       GP(       ) 4 2
 CZ1810  NAD 83(1986)-  32 18 47.92964(N)    110 44 47.83964(W) AD(       ) 1
 CZ1810  NAD 27      -  32 18 47.66300(N)    110 44 45.53700(W) AD(       ) 1
 CZ1810  NGVD 29 (07/19/86) 1156.1    (m)         3793.     (f) VERT ANG    3  
 CZ1810
 CZ1810.Superseded values are not recommended for survey control.
 CZ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1810.See file dsdata.txt to determine how the superseded data were derived.
 CZ1810
 CZ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2385175193(NAD 83)
 CZ1810_MARKER: DS = TRIANGULATION STATION DISK
 CZ1810_SETTING: 80 = SET IN A BOULDER
 CZ1810_SP_SET: PARTIALLY EXPOSED BOULDER
 CZ1810_STAMPING: MERCER 1936
 CZ1810_MARK LOGO: CGS   
 CZ1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1810+STABILITY: SURFACE MOTION
 CZ1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1810+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2005
 CZ1810
 CZ1810  HISTORY     - Date     Condition        Report By
 CZ1810  HISTORY     - 1936     MONUMENTED       CGS
 CZ1810  HISTORY     - 1936     GOOD             CGS
 CZ1810  HISTORY     - 1947     GOOD             CGS
 CZ1810  HISTORY     - 19900524 GOOD             AZ-019
 CZ1810  HISTORY     - 20050227 GOOD             CGS
 CZ1810
 CZ1810                          STATION DESCRIPTION
 CZ1810
 CZ1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1810'THE STATION IS ON A KNOLL OF THE FOOTHILL RIDGE OF THE CATALINA
 CZ1810'MOUNTAINS, IMMEDIATELY W OF SOLDIERS CANYON, ABOUT 400 FEET
 CZ1810'ABOVE A HAIRPIN TURN IN THE ROCK CANYON ROAD, 1/2 MILE N OF THE
 CZ1810'S BOUNDARY OF THE CATALINA FOREST AREA, 12-3/4 MILES E AND
 CZ1810'6-1/2 MILES N OF TUCSON, ABOUT 1.2 MILES N OF THE MERCER
 CZ1810'RANCH HOUSE.
 CZ1810'
 CZ1810'R.M. NO. 1 IS NE OF THE STATION IN AN OUTCROP OF ROCK, PROJECTING
 CZ1810'ABOUT 2 FEET ABOVE THE GROUND.
 CZ1810'
 CZ1810'R.M. NO. 2 IS SE OF THE STATION IN A FLAT OUTCROP OF ROCK.
 CZ1810'
 CZ1810'THE AZIMUTH MARK IS IN THE YARD OF THE MERCER RANCH, WHICH
 CZ1810'IS AT THE FOOT OF THE RIDGE.  THE TRIANGULATION STATION IS
 CZ1810'LOCATED 80 FEET S OF THE SE CORNER OF A TIN SHED.
 CZ1810'
 CZ1810'ALL STATIONS VISIBLE FROM A 4-FOOT STAND.
 CZ1810'
 CZ1810'STATION CAN BE REACHED FROM TUCSON BY GOING ON E SPEEDWAY AT
 CZ1810'THE JUNCTION OF SPEEDWAY AND STONE STREETS FOR A DISTANCE OF
 CZ1810'6.6 MILES TO HALLS FILLING STATION.  CONTINUE N AND E FOR 2.8
 CZ1810'MILES ON THE WRIGHTOWN ROAD TO A T INTERSECTION.  TURN N
 CZ1810'AND GO FOR A DISTANCE OF 1.8 MILES TO THE INTERSECTION WITH
 CZ1810'THE BEAR CANYON ROAD, TURNING N AT THIS POINT AND GOING
 CZ1810'2.6 MILES TO THE INTERSECTION WITH THE SNYDER ROAD.  TURN
 CZ1810'RIGHT AND GO FOR 2.3 MILES TO A Y IN THE ROAD AND A SIGN
 CZ1810'PAINTED MERCER RANCH.  TURN LEFT AND FOLLOW THE ROAD TO MERCER
 CZ1810'RANCH A DISTANCE OF 0.9 MILE.  THIS IS THE END OF TRUCK
 CZ1810'TRAVEL.  CONTINUE UP THE RIDGE BEARING TO THE RIGHT, THE
 CZ1810'STATION BEING ON TOP OF THE SECOND KNOLL WITH THE BEAR
 CZ1810'CANYON ROAD ABOUT 500 FEET BELOW THE STATION.  STATION
 CZ1810'CAN BE REACHED IN ABOUT AN HOURS CLIMB.
 CZ1810
 CZ1810                          STATION RECOVERY (1936)
 CZ1810
 CZ1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 CZ1810'RECOVERED IN GOOD CONDITION.
 CZ1810
 CZ1810                          STATION RECOVERY (1947)
 CZ1810
 CZ1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1810'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 CZ1810'AS DESCRIBED.  THE STATION IS LOCATED ABOUT 12.7 MILES AIR
 CZ1810'LINE EAST OF AND ABOUT 6.5 MILES AIR LINE NORTH OF TUCSON,
 CZ1810'ABOUT 0.5 MILE NORTH OF THE SOUTH BOUNDARY OF THE CORONADO
 CZ1810'NATIONAL FOREST, ABOUT 400 FEET ABOVE A HAIRPIN CURVE IN
 CZ1810'THE ROCK CANYON ROAD.  IT IS ON A KNOLL OF THE FOOT HILL
 CZ1810'RIDGE OF THE MOUNTAINS FARTHER NORTH, 10 PACES SOUTH OF
 CZ1810'THE HIGHEST POINT, 9 PACES WEST OF THE EAST BRIM, A BRONZE
 CZ1810'DISK, SET FLUSH AND IS STAMPED MERCER
 CZ1810'1936.
 CZ1810'
 CZ1810'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 CZ1810'AS THE STATION, ON THE EAST BRIM, A BRONZE DISK AS DESCRIBED
 CZ1810'IN , PROJECTS 18 INCHES AND IS STAMPED MERCER NO 1 1936.
 CZ1810'
 CZ1810'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN
 CZ1810'THE STATION, ON THE SOUTH BRIM, A BRONZE DISK AS DESCRIBED
 CZ1810'IN , SET FLUSH AND IS STAMPED MERCER NO 2 1936.
 CZ1810'
 CZ1810'THE AZIMUTH MARK IS LOCATED AT THE S LAZY T RANCH HOUSE FORMERLY
 CZ1810'KNOWN AS THE MERCER RANCH, APPROXIMATELY 100 YARDS SOUTHWEST
 CZ1810'OF HOUSE, 33 FEET WEST OF THE CENTER LINE OF ROAD, 3 FEET EAST OF
 CZ1810'A 2 FOOT CACTUS, A BRONZE
 CZ1810'PROJECTS 2 INCHES AND IS STAMPED MERCER 1936.
 CZ1810'
 CZ1810'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND 89
 CZ1810'AND SPEEDWAY IN TUCSON.  GO EAST ON EAST SPEEDWAY FOR 6.8
 CZ1810'MILES TO A T INTERSECTION.  TURN LEFT (N) AND FOLLOW PAVED
 CZ1810'ROAD TOWARD MT. LEMON FOR 3.9 MILES TO A FORK.  TAKE THE
 CZ1810'LEFT FORK TOWARD MT. LEMON AND GO 4.0 MILES TO A CATTLE GUARD
 CZ1810'(TURN LEFT AT THE SOUTH SIDE OF CATTLE GUARD AND GO 50
 CZ1810'YARDS--TURN RIGHT (N) ON A TRACK ROAD AND GO 0.65 MILES TO THE
 CZ1810'S LAZY T RANCH HOUSE AND AZIMUTH MARK AS DESCRIBED
 CZ1810'ABOVE.) TO REACH STATION FROM THE CATTLE GUARD.  CONTINUE
 CZ1810'STRAIGHT AHEAD ON PAVED ROAD FOR 1.3 MILES TO A U.S.
 CZ1810'CORONADO NATIONAL FOREST ENTRANCE SIGN AND END OF TRUCK
 CZ1810'TRAVEL.  FROM THIS POINT, LEAVE HIGHWAY TO THE LEFT (N) AND
 CZ1810'PACK TO TOP OF FIRST PEAK AND STATION SITE AS DESCRIBED
 CZ1810'ABOVE.  A 45 MINUTE PACK.
 CZ1810'
 CZ1810'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
 CZ1810
 CZ1810                          STATION RECOVERY (1990)
 CZ1810
 CZ1810'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1810'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ1810'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 25.91 KM
 CZ1810'(16.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND SNYDER ROAD. TURN
 CZ1810'RIGHT (EAST) AND PROCEED ALONG SNYDER ROAD 1.61 KM (1.00 MI) TO THE
 CZ1810'INTERSECTION OF SNYDER ROAD AND CATALINA HIGHWAY.  TURN LEFT
 CZ1810'(NORTHEAST) AND PROCEED ALONG CATALINA HIGHWAY 1.45 KM (0.90 MI) TO
 CZ1810'THE INTERSECTION OF CATALINA HIGHWAY AND MT. LEMMON SHORT ROAD
 CZ1810'(FORMERLY SOLDIERS TRAIL). CONTINUE ALONG CATALINA HIGHWAY 0.16 KM
 CZ1810'(0.10 MI) TO A PAVED TURNOUT ON THE LEFT (WEST) SIDE OF THE ROAD.
 CZ1810'MARKER IS TO THE NORTHWEST.  FROM THE PAVED PULLOUT STATION IS APPROX
 CZ1810'0.8 KM (0.50 MI) NORTH AND A LITTLE WEST ON A PROMINENT POINT JUST
 CZ1810'NORTHWEST AND ABOVE ANOTHER PROMINENT POINT THAT HAS ROCK
 CZ1810'OUTCROPPINGS ON IT.  TO REACH THE STATION FROM THE PAVED PULLOUT
 CZ1810'PROCEED NORTHWEST AND CROSS A SMALL RIDGE.  CONTINUE NORTHWESTERLY TO
 CZ1810'THE TOP OF THE SECOND RIDGE.  FOLLOW THIS RIDGE NORTH AND UP TO THE
 CZ1810'STATION. STATION CAN BE REACHED IN AN 1 HOUR CLIMB.
 CZ1810
 CZ1810                          STATION RECOVERY (2005)
 CZ1810
 CZ1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2005 (RWH)
 CZ1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0608 ***********************************************************************
 FQ0608  DESIGNATION -  MERRIAM
 FQ0608  PID         -  FQ0608
 FQ0608  STATE/COUNTY-  AZ/COCONINO
 FQ0608  USGS QUAD   -  MERRIAM CRATER (1969)
 FQ0608
 FQ0608                         *CURRENT SURVEY CONTROL
 FQ0608  ___________________________________________________________________
 FQ0608* NAD 83(1992)-  35 20 19.82337(N)    111 17 11.75215(W)     ADJUSTED  
 FQ0608* NAVD 88     -      2077.6    (meters)    6816.     (feet)  VERTCON   
 FQ0608  ___________________________________________________________________
 FQ0608  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 FQ0608  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FQ0608  HORZ ORDER  -  FIRST
 FQ0608
 FQ0608.The horizontal coordinates were established by classical geodetic methods
 FQ0608.and adjusted by the National Geodetic Survey in August 1993.
 FQ0608
 FQ0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0608
 FQ0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0608
 FQ0608.The geoid height was determined by GEOID03.
 FQ0608
 FQ0608;                    North         East     Units Scale Factor Converg.
 FQ0608;SPC AZ C     -   481,344.750   270,634.377   MT  0.99994041   +0 21 52.0
 FQ0608;SPC AZ C     - 1,579,215.06    887,908.06   iFT  0.99994041   +0 21 52.0
 FQ0608;UTM  12      - 3,910,657.842   473,955.705   MT  0.99960836   -0 09 56.8
 FQ0608
 FQ0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0608!SPC AZ C     -   0.99967776  x   0.99994041  =   0.99961819
 FQ0608!UTM  12      -   0.99967776  x   0.99960836  =   0.99928624
 FQ0608
 FQ0608|---------------------------------------------------------------------|
 FQ0608| PID    Reference Object                     Distance      Geod. Az  |
 FQ0608|                                                           dddmmss.s |
 FQ0608| CH3635 MERRIAM RM 1                          7.815 METERS 10031     |
 FQ0608| FQ0757 LEUPP TANK                          APPROX.29.9 KM 1012739.5 |
 FQ0608| FQ0591 MERRIAM AZ MK                       APPROX. 4.7 KM 1221629.7 |
 FQ0608| CH3636 MERRIAM RM 2                          7.879 METERS 21157     |
 FQ0608| FQ0634 ELDEN MOUNTAIN LOOKOUT TOWER        APPROX.30.3 KM 2490640.4 |
 FQ0608|---------------------------------------------------------------------|
 FQ0608
 FQ0608                          SUPERSEDED SURVEY CONTROL
 FQ0608
 FQ0608  NAD 83(1986)-  35 20 19.81737(N)    111 17 11.74980(W) AD(       ) 1
 FQ0608  NAD 27      -  35 20 19.79149(N)    111 17 09.21611(W) AD(       ) 1
 FQ0608  NGVD 29 (07/19/86) 2076.7    (m)         6813.     (f) VERT ANG    3  
 FQ0608
 FQ0608.Superseded values are not recommended for survey control.
 FQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0608.See file dsdata.txt to determine how the superseded data were derived.
 FQ0608
 FQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7395610658(NAD 83)
 FQ0608_MARKER: DS = TRIANGULATION STATION DISK
 FQ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0608
 FQ0608  HISTORY     - Date     Condition        Report By
 FQ0608  HISTORY     - 1936     MONUMENTED       CGS
 FQ0608  HISTORY     - 1955     GOOD             USGS
 FQ0608  HISTORY     - 1965     GOOD             USGS
 FQ0608  HISTORY     - 1968     GOOD             USGS
 FQ0608  HISTORY     - 1969     GOOD             USGS
 FQ0608  HISTORY     - 1972     GOOD             AZHD
 FQ0608  HISTORY     - 1976     GOOD             NGS
 FQ0608
 FQ0608                          STATION DESCRIPTION
 FQ0608
 FQ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0608'THE STATION IS ON THE HIGHEST POINT OF MERRIAM CRATER, A HIGH
 FQ0608'AND PROMINENT CINDER CONE LYING ABOUT 22 MILES NORTHEAST OF
 FQ0608'FLAGSTAFF, ABOUT 10 MILES NORTH OF U.S. HIGHWAY 66 AND ATCHISON,
 FQ0608'TOPEKA AND SANTA FE RAILWAY, AND ABOUT 1 MILE NORTHWEST OF THE
 FQ0608'FLAGSTAFF-LEUPP ROAD.  MARK IS A 1-INCH PIPE WITH A STANDARD
 FQ0608'BRONZE DISK WELDED IN TOP SET IN CIRCULAR MASS OF CONCRETE.
 FQ0608'IT PROJECTS 10 INCHES.
 FQ0608'
 FQ0608'TO REACH FROM FLAGSTAFF, GO NORTHEAST ON U.S. HIGHWAY 66 FOR
 FQ0608'14.0 MILES TO A GRADED ROAD TO THE LEFT (NORTHEAST).  TAKE GRADED
 FQ0608'ROAD AND GO NORTHEAST ON MAIN GRADED ROAD FOR 13.5 MILES TO A
 FQ0608'SIGN READING GRAND FALLS WITH A SMALL BLADED ROAD LEADING OFF
 FQ0608'THE LEFT.  TURN ON BLADED ROAD AND GO 0.7 MILE TO A TRACK CROSS
 FQ0608'ROAD.  TURN LEFT ON TRACK ROAD AND GO NORTHWEST ACROSS LAVA
 FQ0608'TOWARD THE EAST BASE OF THE BUTTE 1.3 MILES.  AT THIS POINT THE
 FQ0608'TRACK ROAD BEARS RIGHT OR NORTHEAST ALONG A DRAW.  TURN LEFT
 FQ0608'OFF THE ROAD AND GO WEST AND NORTHWEST ACROSS COUNTRY UP THE
 FQ0608'SLOPE ABOUT 2.0 MILES TO THE END OF TRUCK TRAVEL.  PACK UP
 FQ0608'THE STEEP SLOPE ABOUT 1/2 MILE TO THE TOP AND STATION.
 FQ0608'
 FQ0608'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN THE
 FQ0608'TOP OF A 1-INCH PIPE, EAST-SOUTHEAST OF THE STATION.  IT PROJECTS
 FQ0608'4 INCHES.
 FQ0608'
 FQ0608'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN THE TOP
 FQ0608'OF A 1-INCH PIPE, SOUTH-SOUTHWEST OF THE STATION.  IT PROJECTS
 FQ0608'4 INCHES.
 FQ0608'
 FQ0608'LIGHT SHOWN FROM THE GROUND AT STATIONS FRISCO, SUNSET CRATER,
 FQ0608'MESA BUTTE, LAVA, WUPATKI, BLACK FALLS, GRAND FALLS, MERRIAM AZ.,
 FQ0608'WOODLAND, TRACKS AND TUFFROM 10-FOOT STANDS AT BLACK POINT
 FQ0608'AND SUNSHINE.  AND FROM A 64-FOOT TOWER AT MARSHALL WERE VISIBLE
 FQ0608'FROM THE GROUND, AT THIS STATION.
 FQ0608
 FQ0608                          STATION RECOVERY (1955)
 FQ0608
 FQ0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0608'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 FQ0608
 FQ0608                          STATION RECOVERY (1965)
 FQ0608
 FQ0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0608'NOT OCCUPIED.
 FQ0608
 FQ0608                          STATION RECOVERY (1968)
 FQ0608
 FQ0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0608'NOT OCCUPIED.
 FQ0608
 FQ0608                          STATION RECOVERY (1969)
 FQ0608
 FQ0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0608'DESCRIBED BY CGS. RMS ARE LOOSE IN CINDERS AND ARE LEANING ABOUT
 FQ0608'4 INCHES.  NEW TO REACH FOLLOWS.
 FQ0608'
 FQ0608'TO REACH FROM OVERPASS OF U.S. HWY. 66 IN EAST FLAGSTAFF, GO 2.2
 FQ0608'MI NE. ON U.S. HWY. 89 TO PAVED RD. RIGHT.  TURN RIGHT 8.2 MI TO
 FQ0608'Y-JCT. OF PAVED RDS.  TURN LEFT 13.2 MI TO Y-JCT. WITH GRAVEL RD.
 FQ0608'NE. TOWARD GRAND FALLS.  GO 0.9 MI TO X-ING. OF TRACK RD.  TURN
 FQ0608'LEFT 0.9 MI N. TO DIM TRACK RD.  TURN LEFT (W.) WITH 4-WHEEL
 FQ0608'DRIVE UP STEEP HILLSIDE W., THEN SW. ABOUT 1.8 MI TO TOP AND
 FQ0608'STATION.
 FQ0608
 FQ0608                          STATION RECOVERY (1972)
 FQ0608
 FQ0608'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 FQ0608'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0608'
 FQ0608'TO REACH FROM FLAGSTAFF, GO NORTHEAST ON OLD US 66 FOR 7
 FQ0608'MILES TO A ROAD TO THE RIGHT (EAST) F.H. 510 FOLLOW F.H. 510 FOR
 FQ0608'8 MILES TO A SIGN READING LEUPP 33 MILES.  TURN LEFT (NORTH)
 FQ0608'AND GO 14.85 MILES TO A DIRT ROAD LEADING LEFT, TURN LEFT AND
 FQ0608'GO 1.1 MILES TO FORBEAR LEFT AND GO 0.2 MILE TO DIM TRACK
 FQ0608'ROAD LEFT (WEST) FOLLOW DIM TRACK ROAD 1.7 MILES TO SUMMIT
 FQ0608'AND STATION 4/W DRIVE REQUIRED LAST 1.7 MILES.
 FQ0608'
 FQ0608'R.M. 1 IN AND GOOD R.M. 2 IS DESTROYED.
 FQ0608'
 FQ0608'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0608
 FQ0608                          STATION RECOVERY (1976)
 FQ0608
 FQ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FQ0608'STATION WAS RECOVERED AS DESCRIBED.  STATION IS WELDED TO A ONE
 FQ0608'INCH PIPE PROJECTING 1 FOOT, VIBRATES TO A KICK.  REFERENCE MARK
 FQ0608'NO. 1 AND AZIMUTH MARK WERE NOT FOUND, PRESUMED
 FQ0608'DESTROYED.  REFERENCE MARK NO. 2 WAS FOUND ABOUT 1 FOOT WEST OF
 FQ0608'STATION LOOSE IN A ROCK CAIRN.
 FQ0608'
 FQ0608'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 FQ0608'
 FQ0608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0608'22 MILES NE OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0591 ***********************************************************************
 FQ0591  DESIGNATION -  MERRIAM AZ MK
 FQ0591  PID         -  FQ0591
 FQ0591  STATE/COUNTY-  AZ/COCONINO
 FQ0591  USGS QUAD   -  GRAND FALLS SW (1969)
 FQ0591
 FQ0591                         *CURRENT SURVEY CONTROL
 FQ0591  ___________________________________________________________________
 FQ0591* NAD 83(1992)-  35 18 58.31951(N)    111 14 34.35708(W)     ADJUSTED  
 FQ0591* NAVD 88     -      1710.56   (+/-2cm)    5612.1    (feet)  VERTCON   
 FQ0591  ___________________________________________________________________
 FQ0591  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 FQ0591  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0591  HORZ ORDER  -  SECOND
 FQ0591  VERT ORDER  -  THIRD ? (See Below)
 FQ0591
 FQ0591.The horizontal coordinates were established by classical geodetic methods
 FQ0591.and adjusted by the National Geodetic Survey in August 1993.
 FQ0591
 FQ0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0591.The vertical order pertains to the NGVD 29 superseded value.
 FQ0591
 FQ0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0591
 FQ0591.The geoid height was determined by GEOID03.
 FQ0591
 FQ0591;                    North         East     Units Scale Factor Converg.
 FQ0591;SPC AZ C     -   478,859.275   274,625.820   MT  0.99994624   +0 23 22.3
 FQ0591;SPC AZ C     - 1,571,060.61    901,003.35   iFT  0.99994624   +0 23 22.3
 FQ0591;UTM  12      - 3,908,136.394   477,922.648   MT  0.99960601   -0 08 25.5
 FQ0591
 FQ0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0591!SPC AZ C     -   0.99973534  x   0.99994624  =   0.99968159
 FQ0591!UTM  12      -   0.99973534  x   0.99960601  =   0.99934145
 FQ0591
 FQ0591|---------------------------------------------------------------------|
 FQ0591| PID    Reference Object                     Distance      Geod. Az  |
 FQ0591|                                                           dddmmss.s |
 FQ0591| FQ0592 T22N R11E SECS 5 8 MIL NIR            1.865 METERS 08700     |
 FQ0591| FQ0608 MERRIAM                             APPROX. 4.7 KM 3021800.7 |
 FQ0591|---------------------------------------------------------------------|
 FQ0591
 FQ0591                          SUPERSEDED SURVEY CONTROL
 FQ0591
 FQ0591  NAD 83(1986)-  35 18 58.31273(N)    111 14 34.35425(W) AD(       ) 2
 FQ0591  NAD 27      -  35 18 58.28625(N)    111 14 31.82426(W) AD(       ) 2
 FQ0591  NGVD 29 (07/19/86) 1709.67   (m)         5609.1    (f) LEVELING    3  
 FQ0591
 FQ0591.Superseded values are not recommended for survey control.
 FQ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0591.See file dsdata.txt to determine how the superseded data were derived.
 FQ0591
 FQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7792308136(NAD 83)
 FQ0591_MARKER: DS = TRIANGULATION STATION DISK
 FQ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0591+STABILITY: SURFACE MOTION
 FQ0591
 FQ0591  HISTORY     - Date     Condition        Report By
 FQ0591  HISTORY     - 1936     MONUMENTED       CGS
 FQ0591  HISTORY     - 1955     GOOD             CGS
 FQ0591  HISTORY     - 1965     GOOD             CGS
 FQ0591  HISTORY     - 1967     GOOD             CGS
 FQ0591
 FQ0591                          STATION DESCRIPTION
 FQ0591
 FQ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0591'STATION MERRIAM AZ. IS LOCATED ABOUT 0.15 MILE SOUTH OF AN
 FQ0591'EAST-WEST ROAD, ABOUT 6 FEET WEST OF A NORTH-SOUTH FENCE, 6.12
 FQ0591'FEET WEST OF A GENERAL LAND OFFICE MARKER MARKED AS FOLLOWS--
 FQ0591'T22N R11E S5 S8 M1L N1R.
 FQ0591'
 FQ0591'TO REACH THE STATION FROM FLAGSTAFF GO EAST ON U.S. HIGHWAY 66
 FQ0591'FROM THE COMMERCIAL HOTEL 14.05 MILES TO AN IMPROVED DIRT ROAD
 FQ0591'TO THE LEFT (NORTH), TAKE THIS ROAD AND GO NORTHEAST AND NORTH
 FQ0591'15.20 MILES TO A CATTLE GUARD AND A NORTH-SOUTH FENCE, TURN
 FQ0591'SOUTH ALONG THE WEST SIDE OF FENCE AND GO ABOUT 0.15 MILE TO
 FQ0591'THE STATION.
 FQ0591'
 FQ0591'THE STATION MERRIAM WAS USED AS AN AZIMUTH FOR THIS STATION.
 FQ0591'THERE ARE NO REFERENCE MARKS FOR THE STATION AND NO UNDERGROUND
 FQ0591'MARK.
 FQ0591'
 FQ0591'STATION MERRIAM, THE AZIMUTH FOR THIS STATION, IS LOCATED
 FQ0591'ABOUT 3-1/2 MILES WEST-NORTHWEST OF THE STATION, ON THE TOP
 FQ0591'OF MERRIAM CRATER, A HIGH CINDER CONE LYING ABOUT 22 MILES
 FQ0591'NORTHEAST OF FLAGSTAFF, AND THE MOST PROMINENT IN THE VICINITY,
 FQ0591'ABOUT 1 MILE NORTHWEST OF THE FLAGSTAFF-LEUPP ROAD.  THE MARK
 FQ0591'IS A 1-INCH PIPE WITH A STANDARD DISK WELDED IN THE TOP AND
 FQ0591'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.
 FQ0591'
 FQ0591'ALL LINES VISIBLE FROM THIS STATION FROM A 4-FOOT STAND.
 FQ0591
 FQ0591                          STATION RECOVERY (1955)
 FQ0591
 FQ0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0591'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 FQ0591'DESCRIPTION FOLLOWS--
 FQ0591'
 FQ0591'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 66 AND 89 E
 FQ0591'OF FLAGSTAFF, GO N ON U.S. HIGHWAY 89 FOR 2.4 MI. TO A PAVED
 FQ0591'ROAD RIGHT (OLD HIGHWAY 66), TURN RIGHT (E) AND GO 8.1 MI. TO
 FQ0591'A GRADED ROAD LEFT.  TURN LEFT (N) AND FOLLOW THE GRADED ROAD
 FQ0591'N AND NE FOR 15.2 MI. TO A FENCE AND CATTLE GUARD.  TURN RIGHT
 FQ0591'(S) ALONG THE W SIDE OF THE FENCE AND GO 0.15 MI. TO THE
 FQ0591'STATION.
 FQ0591'
 FQ0591'THE STATION MARK IS A STANDARD AZIMUTH-MARK DISK, STAMPED
 FQ0591'MERRIAM 1936 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE
 FQ0591'MONUMENT PROJECTING 0.2 FT., AND 6 FT. W OF A N-S FENCE.
 FQ0591
 FQ0591                          STATION RECOVERY (1965)
 FQ0591
 FQ0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FQ0591'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 FQ0591'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FQ0591'
 FQ0591'TO REACH THE STATION FROM THE WINONA TRADING POST, WHICH IS 14
 FQ0591'MILES EAST OF FLAGSTAFF, ARIZONA, GO NORTHWEST ON A PAVED ROAD
 FQ0591'FOR 2.2 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 FQ0591'ON PAVED ROAD FOR 13.0 MILES TO A SIDE LEFT LEADING TO GRAND
 FQ0591'FALLS.  CONTINUE STRAIGHT AHEAD ON THE PAVED ROAD FOR 1.7 MILES
 FQ0591'TO A FENCE AND A CATTLE GUARD.  TURN RIGHT AND GO SOUTH ALONG
 FQ0591'THE WEST SIDE OF THE FENCE FOR 0.2 MILE TO THE STATION.
 FQ0591
 FQ0591                          STATION RECOVERY (1967)
 FQ0591
 FQ0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FQ0591'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FQ0591'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 FQ0591'
 FQ0591'TO REACH THE STATION FROM THE RAILROAD OVER-PASS IN WINONA, GO
 FQ0591'WESTERLY ON THE OLD U.S. HIGHWAY 66 FOR 2.0 MILES TO A T-ROAD
 FQ0591'RIGHT AND SIGN LEUPP 29.  TURN RIGHT AND GO NORTHEAST ON THE
 FQ0591'LEUPP ROAD FOR 15.0 MILES TO A CATTLE GUARD AND A DIM TRACK
 FQ0591'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD (ALONG
 FQ0591'THE WEST SIDE OF A NORTH-SOUTH FENCELINE) FOR 0.2 MILE TO
 FQ0591'THE STATION ON THE LEFT.
 FQ0591'
 FQ0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22.0 MILES
 FQ0591'NORTHEAST OF FLAGSTAFF, 10.0 MILES NORTH OF INTERSTATE 40,
 FQ0591'12.0 MILES WEST OF LEUPP AND ABOUT 2.5 MILES SOUTH-SOUTHEAST
 FQ0591'OF MERRIAM CRATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1039 ***********************************************************************
 ET1039  DESIGNATION -  MERRIT
 ET1039  PID         -  ET1039
 ET1039  STATE/COUNTY-  AZ/YAVAPAI
 ET1039  USGS QUAD   -  DATE CREEK RANCH SE (1967)
 ET1039
 ET1039                         *CURRENT SURVEY CONTROL
 ET1039  ___________________________________________________________________
 ET1039* NAD 83(1992)-  34 06 18.43487(N)    113 00 15.12343(W)     ADJUSTED  
 ET1039* NAVD 88     -      1049.9    (meters)    3445.     (feet)  VERTCON   
 ET1039  ___________________________________________________________________
 ET1039  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 ET1039  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ET1039  HORZ ORDER  -  SECOND
 ET1039
 ET1039.The horizontal coordinates were established by classical geodetic methods
 ET1039.and adjusted by the National Geodetic Survey in August 1993.
 ET1039
 ET1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1039
 ET1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1039
 ET1039.The geoid height was determined by GEOID03.
 ET1039
 ET1039;                    North         East     Units Scale Factor Converg.
 ET1039;SPC AZ C     -   344,847.027   113,020.089   MT  1.00002407   -0 36 35.4
 ET1039;SPC AZ C     - 1,131,387.88    370,800.82   iFT  1.00002407   -0 36 35.4
 ET1039;SPC AZ W     -   344,575.635   282,171.636   MT  0.99999168   +0 25 05.5
 ET1039;SPC AZ W     - 1,130,497.49    925,759.96   iFT  0.99999168   +0 25 05.5
 ET1039;UTM  12      - 3,775,625.091   315,130.578   MT  1.00002131   -1 07 26.8
 ET1039
 ET1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1039!SPC AZ C     -   0.99983982  x   1.00002407  =   0.99986389
 ET1039!SPC AZ W     -   0.99983982  x   0.99999168  =   0.99983151
 ET1039!UTM  12      -   0.99983982  x   1.00002131  =   0.99986113
 ET1039
 ET1039|---------------------------------------------------------------------|
 ET1039| PID    Reference Object                     Distance      Geod. Az  |
 ET1039|                                                           dddmmss.s |
 ET1039| CH3637 MERRIT RM 1                           9.827 METERS 12826     |
 ET1039| CH3638 MERRIT RM 2                           6.548 METERS 29629     |
 ET1039| ET1034 BLACKIE                             APPROX.13.4 KM 3124936.0 |
 ET1039|---------------------------------------------------------------------|
 ET1039
 ET1039                          SUPERSEDED SURVEY CONTROL
 ET1039
 ET1039  NAD 83(1986)-  34 06 18.43407(N)    113 00 15.12687(W) AD(       ) 2
 ET1039  NAD 27      -  34 06 18.33850(N)    113 00 12.45003(W) AD(       ) 2
 ET1039  NGVD 29 (07/19/86) 1049.2    (m)         3442.     (f) VERT ANG    3  
 ET1039
 ET1039.Superseded values are not recommended for survey control.
 ET1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1039.See file dsdata.txt to determine how the superseded data were derived.
 ET1039
 ET1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1513175625(NAD 83)
 ET1039_MARKER: DD = SURVEY DISK
 ET1039_SETTING: 80 = SET IN A BOULDER
 ET1039_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 ET1039
 ET1039  HISTORY     - Date     Condition        Report By
 ET1039  HISTORY     - 1966     MONUMENTED       USGS
 ET1039  HISTORY     - 1967     GOOD             USGS
 ET1039  HISTORY     - 1969     GOOD             USGS
 ET1039  HISTORY     - 1980     GOOD             AZDT
 ET1039
 ET1039                          STATION DESCRIPTION
 ET1039
 ET1039'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LCS)
 ET1039'LOCATED 18 MI. (AIRLINE) NW. OF WICKENBURG.  14 MI. NE. OF AGUILA.
 ET1039'3 MI. W. OF THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 71.
 ET1039'ON A HIGH PROMINENT TOP AT A POINT KNOWN AS MERRIT PASS.
 ET1039'
 ET1039'TO REACH FROM JUNCTION U.S. 60, 70 AND 93 IN WICKENBURG, GO N.
 ET1039'ON U.S. 93 FOR 16.2 MI. TO JUNCTION OF U.S. 93 AND STATE 71.  TURN
 ET1039'LEFT ON 71 (TOWARD AGUILA) AND GO 3.1 MI. TO HIGH PEAK ON RIGHT AND
 ET1039'END OF TRUCK TRAVEL.  ABOUT A 30-MINUTE PACK TO TOP.
 ET1039'
 ET1039'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED MERRIT 1966
 ET1039'CEMENTED IN A BURIED BOULDER PROJECTING ABOUT 0.2 FT. ABOVE
 ET1039'GROUND.
 ET1039'
 ET1039'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1966
 ET1039'CEMENTED IN A BURIED BOULDER.
 ET1039'
 ET1039'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2 1966
 ET1039'CEMENTED IN A BURIED BOULDER.
 ET1039
 ET1039                          STATION RECOVERY (1969)
 ET1039
 ET1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET1039'DESCRIPTION IS ADEQUATE.
 ET1039'
 ET1039'ALL MARKS RECOVERED IN GOOD CONDITION.
 ET1039
 ET1039                          STATION RECOVERY (1980)
 ET1039
 ET1039'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET1039'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET1039'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0622 ***********************************************************************
 FR0622  DESIGNATION -  MERRIWITICA
 FR0622  PID         -  FR0622
 FR0622  STATE/COUNTY-  AZ/MOHAVE
 FR0622  USGS QUAD   -  HORSE FLAT (1968)
 FR0622
 FR0622                         *CURRENT SURVEY CONTROL
 FR0622  ___________________________________________________________________
 FR0622* NAD 83(1992)-  35 46 44.48010(N)    113 48 00.05801(W)     ADJUSTED  
 FR0622* NAVD 88     -      1723.841  (meters)    5655.64   (feet)  POSTED    
 FR0622  ___________________________________________________________________
 FR0622  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FR0622  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FR0622  DYNAMIC HT  -        1721.690 (meters)    5648.58  (feet)  COMP
 FR0622  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 FR0622
 FR0622  HORZ ORDER  -  FIRST
 FR0622  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0622
 FR0622.The horizontal coordinates were established by classical geodetic methods
 FR0622.and adjusted by the National Geodetic Survey in August 1993.
 FR0622
 FR0622.The orthometric height was determined by differential leveling
 FR0622.and adjusted by the  in 1992.
 FR0622.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0622.was located on a no-check spur therefore a value was not computed.
 FR0622.No vertical observational check was made to the station.
 FR0622
 FR0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0622
 FR0622.The geoid height was determined by GEOID03.
 FR0622
 FR0622.The dynamic height is computed by dividing the NAVD 88
 FR0622.geopotential number by the normal gravity value computed on the
 FR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0622.degrees latitude (g = 980.6199 gals.).
 FR0622
 FR0622.The modeled gravity was interpolated from observed gravity values.
 FR0622
 FR0622;                    North         East     Units Scale Factor Converg.
 FR0622;SPC AZ W     -   530,015.146   208,838.117   MT  0.99993359   -0 01 45.3
 FR0622;SPC AZ W     - 1,738,894.84    685,164.43   iFT  0.99993359   -0 01 45.3
 FR0622;UTM  12      - 3,963,056.623   246,906.917   MT  1.00038940   -1 38 16.5
 FR0622
 FR0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0622!SPC AZ W     -   0.99973362  x   0.99993359  =   0.99966723
 FR0622!UTM  12      -   0.99973362  x   1.00038940  =   1.00012292
 FR0622
 FR0622|---------------------------------------------------------------------|
 FR0622| PID    Reference Object                     Distance      Geod. Az  |
 FR0622|                                                           dddmmss.s |
 FR0622| FR0620 MERRIWITICA RM 2                      7.023 METERS 08031     |
 FR0622| FR0619 Q 95                                  2.807 METERS 14224     |
 FR0622| FR0988 TREE RESET                          APPROX.30.0 KM 1610614.9 |
 FR0622| CH3639 MERRIWITICA RM 3 AZIMUTH                           24011     |
 FR0622| FR0621 MERRIWITICA RM 1                     12.879 METERS 34844     |
 FR0622|---------------------------------------------------------------------|
 FR0622
 FR0622                          SUPERSEDED SURVEY CONTROL
 FR0622
 FR0622  NAD 83(1986)-  35 46 44.47357(N)    113 48 00.05631(W) AD(       ) 1
 FR0622  NAD 27      -  35 46 44.50900(N)    113 47 57.23800(W) AD(       ) 1
 FR0622  NGVD 29 (??/??/92) 1722.951  (m)         5652.72   (f) ADJ UNCH    2 0
 FR0622
 FR0622.Superseded values are not recommended for survey control.
 FR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0622.See file dsdata.txt to determine how the superseded data were derived.
 FR0622
 FR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4690763057(NAD 83)
 FR0622_MARKER: DS = TRIANGULATION STATION DISK
 FR0622_SETTING: 80 = SET IN A BOULDER
 FR0622_SP_SET: BOULDER
 FR0622_STAMPING: MERRIWITICA 1934
 FR0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0622+STABILITY: SURFACE MOTION
 FR0622
 FR0622  HISTORY     - Date     Condition        Report By
 FR0622  HISTORY     - 1935     MONUMENTED       USGS
 FR0622  HISTORY     - 1935     SEE DESCRIPTION  CGS
 FR0622  HISTORY     - 1936     GOOD             CGS
 FR0622  HISTORY     - 1955     GOOD             CGS
 FR0622  HISTORY     - 1968     GOOD             USGS
 FR0622
 FR0622                          STATION DESCRIPTION
 FR0622
 FR0622'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 FR0622'ON THE HIGHEST POINT OF A ROUND HILL ABOUT 3 MILES AIRLINE ABOUT
 FR0622'DUE SOUTH FROM CLAY TANK AND CORRAL, ABOUT 4 MILES NORTHWEST FROM
 FR0622'THE JUNCTION OF SPENCER AND MERRIWITICA CANYONS, ABOUT 5 MILES
 FR0622'EAST FROM THE TOP OF THE GRAND WASH CLIFFS, AT A LOW SADDLE, THE
 FR0622'LOWEST SADDLE IN THE CLIFFS IN THE VICINITY.  THE HILL IS THE
 FR0622'HIGHEST IN THE IMMEDIATE VICINITY.  STATION MARK, SET INTO A
 FR0622'DRILL HOLE IN ROCK OUTCROP, IS
 FR0622'A STANDARD TABLET OF THE U.S. GEOLOGICAL SURVEY, STAMPED
 FR0622'MERRIWITICA 1926.  TWO REFERENCE MARKS, SET INTO A DRILL
 FR0622'HOLE IN ROCK OUTCROP, AND AN
 FR0622'AZIMUTH MARK, SET INTO A DRILL HOLE IN ROCK OUTCROP, WERE
 FR0622'ESTABLISHED.  A U.S. COAST AND
 FR0622'GEODETIC SURVEY BENCH MARK Q 95 IS 9 FEET SOUTHEAST OF THE
 FR0622'STATION.
 FR0622'
 FR0622'REACHED FROM PEACH SPRINGS AS FOLLOWS--GO WEST ON U.S. HIGHWAY
 FR0622'66 FOR 1.8 MILES, TURN RIGHT ON THE OLD HIGHWAY, GO 0.7 MILE
 FR0622'AND TAKE THE RIGHT FORK, FOLLOW THE MAIN GRADED ROAD FOR 16.7
 FR0622'MILES TAKE LEFT FORK OR MAIN ROAD, CONTINUE 5.2 MILES AND TURN
 FR0622'RIGHT OFF THE GRADED ROAD (U.S. COAST AND GEODETIC SURVEY BENCH
 FR0622'MARK Q 95 AT THIS POINT), GO 2.8 MILES TO NORTH TANK, TURN WEST
 FR0622'(LEFT) UP A VALLEY, FOLLOW MAIN ROAD 11.3 MILES, TAKE RIGHT
 FR0622'FORK (LEFT FORK LEADS TO CLAY SPRINGS), GO 0.8 MILE, TAKE RIGHT
 FR0622'FORK, GO 1.0 MILE, TURN RIGHT ACROSS COUNTRY, GO 0.7 MILE TO
 FR0622'END OF TRUCK TRAVEL, CLIMB EAST TO HIGHEST POINT OF HILL AND
 FR0622'STATION.
 FR0622'
 FR0622'REFERENCE MARK NO. 3 (AZIMUTH) IS 1/4 MILE WEST-SOUTHWEST OF
 FR0622'STATION ON A RIDGE ABOVE THREE PROMINENT ROCK LEDGES.  A 4-FOOT
 FR0622'CAIRN WAS BUILT NEAR THE MARK TO AID IN ITS RECOVERY.
 FR0622
 FR0622                          STATION RECOVERY (1935)
 FR0622
 FR0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GRF)
 FR0622'ABOUT 40.1 MILES NW ALONG A ROAD FROM PEACH SPRINGS, THENCE ABOUT
 FR0622'1.8 MILES E ALONG THE CLAY SPRINGS ROAD FROM THE JUNCTION OF
 FR0622'THE PEACH SPRINGS-DUNCAN RANCH ROAD, ABOUT 0.7 MILE S UP A
 FR0622'DRAW TO THE END OF TRUCK TRAVEL, AND THENCE ABOUT 0.6 MILE S
 FR0622'TO THE TOP OF A HIGH ROUNDED PEAK, 9 FEET N OF BENCH MARK Q 95,
 FR0622'IN THE TOP OF A FLAT BOULDER, AND ABOUT LEVEL WITH THE GROUND.
 FR0622'A STANDARD TRIANGULATION STATION DISK, STAMPED MERRIWITICA
 FR0622'1934.
 FR0622'
 FR0622'REFERENCE MARK 1 IS ABOUT 40.1 MILES NW ALONG A ROAD FROM PEACH
 FR0622'SPRINGS, THENCE ABOUT 1.8 MILES E ALONG THE CLAY SPRINGS ROAD
 FR0622'FROM THE JUNCTION OF THE PEACH SPRINGS-DUNCAN RANCH ROAD, ABOUT
 FR0622'0.7 MILE SOUTH UP A DRAW TO THE END OF THE TRUCK TRAVEL, THENCE
 FR0622'ABOUT 0.6 MILE SOUTH TO THE TOP OF A HIGH ROUNDED PEAK, NEAR
 FR0622'BENCH MARK Q 95, AND STATION, AND IN THE TOP OF A BOULDER.  A
 FR0622'STANDARD REFERENCE MARK DISK, STAMPED MERRIWITICA REF NO 1
 FR0622'1934.
 FR0622'
 FR0622'REFERENCE MARK 2 IS ABOUT 40.1 MILES NW ALONG A ROAD FROM PEACH
 FR0622'SPRINGS, THENCE ABOUT 1.8 MILES E ALONG THE CLAY SPRINGS ROAD
 FR0622'FROM THE JUNCTION OF THE PEACH SPRINGS-DUNCAN RANCH ROAD, ABOUT
 FR0622'0.7 MILE S UP A DRAW TO THE END OF THE TRUCK TRAVEL, AND THENCE
 FR0622'ABOUT 0.6 MILE S TO THE TOP OF A HIGH ROUNDED PEAK, NEAR BENCH
 FR0622'MARK Q 95, AND STATION, AND IN THE TOP OF A BOULDER.  A STANDARD
 FR0622'REFERENCE MARK DISK, STAMPED MERRIWITICA REF NO 2 1934.
 FR0622
 FR0622                          STATION RECOVERY (1936)
 FR0622
 FR0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0622'ON THE HIGHEST POINT OF A ROUND ROCK HILL HAVING A ROCK CAP,
 FR0622'ABOUT MILES AIRLINE DUE SOUTH OF CLAY TANK, ABOUT 28 MILES
 FR0622'NORTHWEST OF PEACH SPRINGS, ABOUT 4 MILES WEST OF THE JUNCTION OF
 FR0622'SPENCER AND MERRIWITICA (PRONOUNCED LOCALLY MUDIWITICA) CANYONS.
 FR0622'THE HILL IS THE HIGHEST IN THE IMMEDIATE VICINITY.  THE STATION
 FR0622'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK.  THE REFERENCE
 FR0622'MARKS ARE STAMPED AS FOLLOWS--MERRIWITICA NO. 1 AND NO. 2 -
 FR0622'1935, THE MARKS BEING STANDARD U.S. COAST AND GEODETIC SURVEY
 FR0622'REFERENCE DISKS.
 FR0622'
 FR0622'THE STATION CAN BE REACHED FROM THE PEACH SPRINGS POST OFFICE
 FR0622'BY DRIVING WEST ON U.S. HIGHWAY 66 FOR 1.9 MILES, LEAVE THE
 FR0622'HIGHWAY AND FOLLOW THE OLD HIGHWAY 0.7 MILE TO A Y, TAKE THE
 FR0622'RIGHT FORK AND GO 19.9 MILES TO A FORK IN THE ROAD.  TAKE THE
 FR0622'LEFT FORK AND CONTINUE NORTHERLY FOR 4.2 MILES TO A FORK, TAKE
 FR0622'THE LEFT FORK AND GO U.4 MILES TO A BOARDED GATE, PASS THROUGH
 FR0622'THE GATE AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 8.1 MILES
 FR0622'TO THE FLATS, LEAVE THE GRADED ROAD AT THIS POINT AND FOLLOW
 FR0622'THE TRACK ROAD TO THE NORTH FOR 1.2 MILES, TURNING TO THE RIGHT
 FR0622'AROUND TOE OF A SMALL GRAVEL BUTTE AND HEAD UP THE DRAW
 FR0622'FOR 0.7 MILE, THIS BEING THE END OF TRUCK TRAVEL.  PACK UP
 FR0622'THE HILL TO STATION.  A HALF-HOUR PACK.  ALL OBJECTS VISIBLE
 FR0622'FROM THE GROUND.
 FR0622
 FR0622                          STATION RECOVERY (1955)
 FR0622
 FR0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0622'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FR0622'THE DIRECTIONS FOR REACHING THE STATION HAVE BECOME OBSOLETE.  NEW
 FR0622'DIRECTIONS FOLLOW--
 FR0622'
 FR0622'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS, GO W ON U.S.
 FR0622'HIGHWAY 66 FOR 1.9 MI. TO A GRADED ROAD TO THE RIGHT, TURN RIGHT
 FR0622'ON THE GRADED ROAD AND GO 8.0 MI. TO A FORK.  TAKE THE RIGHT FORK
 FR0622'AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 6.5 MI., CROSS A
 FR0622'CATTLE GUARD IN AN E-AND-W FENCE LINE AND CONTINUE ON THE
 FR0622'MAIN-TRAVELED ROAD FOR 0.7 MI. TO A FORK.  TAKE THE RIGHT FORK
 FR0622'AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 3.8 MI. TO A CATTLE
 FR0622'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE FOR 2.2 MI. TO
 FR0622'STATION ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.4 MI. TO
 FR0622'A CATTLE GUARD.  CONTINUE AHEAD FOR 6.0 MI. AND CROSS A CATTLE
 FR0622'GUARD.  CONTINUE FOR 4.5 MI. TO A FORK, TAKE THE LEFT FORK
 FR0622'FOR 0.3 MI., TAKE THE RIGHT FORK FOR 2.5 MI. TO A CATTLE GUARD
 FR0622'AND A CABIN ON THE LEFT.  CONTINUE FOR 6.1 MI. TO A FORK,
 FR0622'TAKE THE LEFT FORK FOR 1.3 MI., TAKE THE RIGHT FORK AND
 FR0622'CONTINUE FOR 9.7 MI. TO A REVERSE Y-FORK.  HERE TURN OFF
 FR0622'THE ROAD TO THE RIGHT DOWN A GRASSY VALLEY FOR 1.2 MI. TO
 FR0622'A DRAW ON THE E SIDE OF THE VALLEY.  TURN UP THE DRAW FOR 0.7
 FR0622'MI. TO THE END OF TRUCK TRAVEL.  PACK E UPHILL TO THE HIGHEST
 FR0622'POINT AND THE STATION.  A ONE-HALF HOUR PACK.
 FR0622
 FR0622                          STATION RECOVERY (1968)
 FR0622
 FR0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0622'40.9 MI NW FROM PEACH SPRINGS.
 FR0622'40.9 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, 2.7 MILES (VIA
 FR0622'JEEP TRAIL) EAST OF A JUNCTION OF THE MAIN ROAD WITH A JUNCTION OF THE
 FR0622'MAIN ROAD WITH A ROAD LEADING SOUTHWEST TO CLAY SPRINGS, AT THE END OF
 FR0622'A JEEP TRAIL ON A HIGH ROUNDED PEAK, 9 FEET NORTH OF BM Q 95, IN THE
 FR0622'TOP OF A FLAT BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD
 FR0622'TRIANGULATION STATION DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0621 ***********************************************************************
 FR0621  DESIGNATION -  MERRIWITICA RM 1
 FR0621  PID         -  FR0621
 FR0621  STATE/COUNTY-  AZ/MOHAVE
 FR0621  USGS QUAD   -  HORSE FLAT (1968)
 FR0621
 FR0621                         *CURRENT SURVEY CONTROL
 FR0621  ___________________________________________________________________
 FR0621* NAD 83(1986)-  35 46 44.     (N)    113 47 59.     (W)     SCALED    
 FR0621* NAVD 88     -      1722.647  (meters)    5651.72   (feet)  POSTED    
 FR0621  ___________________________________________________________________
 FR0621  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FR0621  DYNAMIC HT  -        1720.500 (meters)    5644.67  (feet)  COMP
 FR0621  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 FR0621
 FR0621  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0621
 FR0621.The horizontal coordinates were scaled from a topographic map and have
 FR0621.an estimated accuracy of +/- 6 seconds.
 FR0621
 FR0621.The orthometric height was determined by differential leveling
 FR0621.and adjusted by the  in 1992.
 FR0621.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0621.was located on a no-check spur therefore a value was not computed.
 FR0621.No vertical observational check was made to the station.
 FR0621
 FR0621.The geoid height was determined by GEOID03.
 FR0621
 FR0621.The dynamic height is computed by dividing the NAVD 88
 FR0621.geopotential number by the normal gravity value computed on the
 FR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0621.degrees latitude (g = 980.6199 gals.).
 FR0621
 FR0621.The modeled gravity was interpolated from observed gravity values.
 FR0621
 FR0621;                    North         East    Units  Estimated Accuracy
 FR0621;SPC AZ W     -   530,000.      208,870.      MT  (+/- 180 meters Scaled)
 FR0621
 FR0621                          SUPERSEDED SURVEY CONTROL
 FR0621
 FR0621  NGVD 29 (??/??/92) 1721.756  (m)         5648.79   (f) ADJ UNCH    2 0
 FR0621
 FR0621.Superseded values are not recommended for survey control.
 FR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0621.See file dsdata.txt to determine how the superseded data were derived.
 FR0621
 FR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE469630(NAD 83)
 FR0621_MARKER: DR = REFERENCE MARK DISK
 FR0621_SETTING: 80 = SET IN A BOULDER
 FR0621_SP_SET: BOULDER
 FR0621_STAMPING: MERRIWITICA REF NO. 1 1934
 FR0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0621+STABILITY: SURFACE MOTION
 FR0621
 FR0621  HISTORY     - Date     Condition        Report By
 FR0621  HISTORY     - 1934     MONUMENTED       CGS
 FR0621  HISTORY     - 1968     GOOD             USGS
 FR0621
 FR0621                          STATION DESCRIPTION
 FR0621
 FR0621'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0621'40.9 MI NW FROM PEACH SPRINGS.
 FR0621'40.9 MILES
 FR0621'NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, 2.7 MILES (VIA JEEP TRAIL)
 FR0621'EAST OF A JUNCTION OF THE  MAIN ROAD WITH A ROAD LEADING SOUTHWEST TO
 FR0621'CLAY SPRINGS, AT THE END OF A JEEP TRAIL ON A HIGH ROUNDED PEAK, 43
 FR0621'FEET FROM TRIAINGULATION STATION MERRIWITICA, AND IN THE TOP OF A
 FR0621'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0620 ***********************************************************************
 FR0620  DESIGNATION -  MERRIWITICA RM 2
 FR0620  PID         -  FR0620
 FR0620  STATE/COUNTY-  AZ/MOHAVE
 FR0620  USGS QUAD   -  HORSE FLAT (1968)
 FR0620
 FR0620                         *CURRENT SURVEY CONTROL
 FR0620  ___________________________________________________________________
 FR0620* NAD 83(1986)-  35 46 44.     (N)    113 47 59.     (W)     SCALED    
 FR0620* NAVD 88     -      1723.471  (meters)    5654.42   (feet)  POSTED    
 FR0620  ___________________________________________________________________
 FR0620  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FR0620  DYNAMIC HT  -        1721.320 (meters)    5647.36  (feet)  COMP
 FR0620  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 FR0620
 FR0620  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0620
 FR0620.The horizontal coordinates were scaled from a topographic map and have
 FR0620.an estimated accuracy of +/- 6 seconds.
 FR0620
 FR0620.The orthometric height was determined by differential leveling
 FR0620.and adjusted by the  in 1992.
 FR0620.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0620.was located on a no-check spur therefore a value was not computed.
 FR0620.No vertical observational check was made to the station.
 FR0620
 FR0620.The geoid height was determined by GEOID03.
 FR0620
 FR0620.The dynamic height is computed by dividing the NAVD 88
 FR0620.geopotential number by the normal gravity value computed on the
 FR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0620.degrees latitude (g = 980.6199 gals.).
 FR0620
 FR0620.The modeled gravity was interpolated from observed gravity values.
 FR0620
 FR0620;                    North         East    Units  Estimated Accuracy
 FR0620;SPC AZ W     -   530,000.      208,870.      MT  (+/- 180 meters Scaled)
 FR0620
 FR0620                          SUPERSEDED SURVEY CONTROL
 FR0620
 FR0620  NGVD 29 (??/??/92) 1722.580  (m)         5651.50   (f) ADJ UNCH    2 0
 FR0620
 FR0620.Superseded values are not recommended for survey control.
 FR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0620.See file dsdata.txt to determine how the superseded data were derived.
 FR0620
 FR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE469630(NAD 83)
 FR0620_MARKER: DR = REFERENCE MARK DISK
 FR0620_SETTING: 80 = SET IN A BOULDER
 FR0620_SP_SET: BOULDER
 FR0620_STAMPING: MERRIWITICA REF NO 2 1934
 FR0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0620+STABILITY: SURFACE MOTION
 FR0620
 FR0620  HISTORY     - Date     Condition        Report By
 FR0620  HISTORY     - 1934     MONUMENTED       CGS
 FR0620  HISTORY     - 1968     GOOD             USGS
 FR0620
 FR0620                          STATION DESCRIPTION
 FR0620
 FR0620'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0620'40.9 MI NW FROM PEACH SPRINGS.
 FR0620'40.9 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, 2.7 MILES (VIA
 FR0620'JEEP TRAIL) EAST OF A JUNCTION OF THE MAIN ROAD WITH A ROAD LEADING
 FR0620'SOUTHWEST TO CLAY SPRINGS, AT THE END OF A JEEP TRAIL ON A HIGH
 FR0620'ROUNDED PEAK, 23 FEET FROM TRIANGULATION STATION MERRIWITICA, AND IN
 FR0620'THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0712 ***********************************************************************
 DU0712  DESIGNATION -  MESA
 DU0712  PID         -  DU0712
 DU0712  STATE/COUNTY-  AZ/MARICOPA
 DU0712  USGS QUAD   -  MESA (1982)
 DU0712
 DU0712                         *CURRENT SURVEY CONTROL
 DU0712  ___________________________________________________________________
 DU0712* NAD 83(1986)-  33 25 01.     (N)    111 50 02.     (W)     SCALED    
 DU0712* NAVD 88     -       378.85   (+/-2cm)    1242.9    (feet)  VERTCON   
 DU0712  ___________________________________________________________________
 DU0712  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0712
 DU0712.The horizontal coordinates were scaled from a topographic map and have
 DU0712.an estimated accuracy of +/- 6 seconds.
 DU0712
 DU0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0712.The vertical order pertains to the NGVD 29 superseded value.
 DU0712
 DU0712.The geoid height was determined by GEOID03.
 DU0712
 DU0712;                    North         East    Units  Estimated Accuracy
 DU0712;SPC AZ C     -   267,990.      221,060.      MT  (+/- 180 meters Scaled)
 DU0712
 DU0712                          SUPERSEDED SURVEY CONTROL
 DU0712
 DU0712  NGVD 29 (??/??/92)  378.282  (m)         1241.08   (f) ADJ UNCH    2 0
 DU0712
 DU0712.Superseded values are not recommended for survey control.
 DU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0712.See file dsdata.txt to determine how the superseded data were derived.
 DU0712
 DU0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB224978(NAD 83)
 DU0712_MARKER: DB = BENCH MARK DISK
 DU0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0712_STAMPING: MESA 1934
 DU0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0712+STABILITY: SURFACE MOTION
 DU0712
 DU0712  HISTORY     - Date     Condition        Report By
 DU0712  HISTORY     - 1934     MONUMENTED       CGS
 DU0712  HISTORY     - 1959     GOOD             NGS
 DU0712  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0712  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU0712  HISTORY     - 20070920 MARK NOT FOUND   GEOCAC
 DU0712
 DU0712                          STATION DESCRIPTION
 DU0712
 DU0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0712'IN MESA.
 DU0712'IN THE CITY HALL GROUNDS, IN THE NORTHWEST CORNER OF THE YARD ABOUT
 DU0712'THE CITY HALL.
 DU0712
 DU0712                          STATION RECOVERY (1959)
 DU0712
 DU0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0712'RECOVERED IN GOOD CONDITION.
 DU0712
 DU0712                          STATION RECOVERY (1992)
 DU0712
 DU0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0712'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 DU0712'DESTROYED.
 DU0712
 DU0712                          STATION RECOVERY (2005)
 DU0712
 DU0712'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0712'THE OLD CITY HALL IS NOW THE MESA SOUTHWEST MUSEUM. DID NOT IDENTIFY
 DU0712'ANY MARK IN THE NORTHWEST CORNER OF THE PROPERTY.
 DU0712
 DU0712                          STATION RECOVERY (2007)
 DU0712
 DU0712'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0712'THE ROADS HAVE BEEN WIDENED AND IMPROVED IN THE AREA, WITH NEW
 DU0712'SIDEWALKS AND DIAGONAL PARKING PROVIDED. ASSUMED DESTROYED BY
 DU0712'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1023 ***********************************************************************
 ES1023  DESIGNATION -  MESA
 ES1023  PID         -  ES1023
 ES1023  STATE/COUNTY-  AZ/YAVAPAI
 ES1023  USGS QUAD   -  CAMP VERDE (1969)
 ES1023
 ES1023                         *CURRENT SURVEY CONTROL
 ES1023  ___________________________________________________________________
 ES1023* NAD 83(1992)-  34 31 53.43302(N)    111 48 03.01612(W)     ADJUSTED  
 ES1023* NAVD 88     -      1070.9    (meters)    3513.     (feet)  VERTCON   
 ES1023  ___________________________________________________________________
 ES1023  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 ES1023  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ES1023  HORZ ORDER  -  SECOND
 ES1023
 ES1023.The horizontal coordinates were established by classical geodetic methods
 ES1023.and adjusted by the National Geodetic Survey in August 1993.
 ES1023
 ES1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1023
 ES1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1023
 ES1023.The geoid height was determined by GEOID03.
 ES1023
 ES1023;                    North         East     Units Scale Factor Converg.
 ES1023;SPC AZ C     -   391,612.870   223,992.655   MT  0.99990139   +0 03 56.4
 ES1023;SPC AZ C     - 1,284,819.13    734,884.04   iFT  0.99990139   +0 03 56.4
 ES1023;UTM  12      - 3,821,382.375   426,507.300   MT  0.99966657   -0 27 14.3
 ES1023
 ES1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1023!SPC AZ C     -   0.99983598  x   0.99990139  =   0.99973739
 ES1023!UTM  12      -   0.99983598  x   0.99966657  =   0.99950261
 ES1023
 ES1023|---------------------------------------------------------------------|
 ES1023| PID    Reference Object                     Distance      Geod. Az  |
 ES1023|                                                           dddmmss.s |
 ES1023| CH3643 MESA RM 1                             9.647 METERS 03517     |
 ES1023| ES1014 CLEAR                               APPROX. 5.4 KM 1135919.0 |
 ES1023| CH3644 MESA RM 2                            11.413 METERS 27955     |
 ES1023| ES0588 WYE                                 APPROX.10.0 KM 2874142.0 |
 ES1023|---------------------------------------------------------------------|
 ES1023
 ES1023                          SUPERSEDED SURVEY CONTROL
 ES1023
 ES1023  NAD 83(1986)-  34 31 53.42769(N)    111 48 03.01329(W) AD(       ) 2
 ES1023  NAD 27      -  34 31 53.33260(N)    111 48 00.47700(W) AD(       ) 2
 ES1023  NGVD 29 (04/23/90) 1070.2    (m)         3511.     (f) VERT ANG    3  
 ES1023
 ES1023.Superseded values are not recommended for survey control.
 ES1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1023.See file dsdata.txt to determine how the superseded data were derived.
 ES1023
 ES1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2650721382(NAD 83)
 ES1023_MARKER: DS = TRIANGULATION STATION DISK
 ES1023_SETTING: 80 = SET IN A BOULDER
 ES1023_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1023+STABILITY: SURFACE MOTION
 ES1023
 ES1023  HISTORY     - Date     Condition        Report By
 ES1023  HISTORY     - 1959     MONUMENTED       CGS
 ES1023  HISTORY     - 1966     GOOD             USGS
 ES1023  HISTORY     - 1979     GOOD             AZDT
 ES1023
 ES1023                          STATION DESCRIPTION
 ES1023
 ES1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1023'THE STATION IS LOCATED ON THE SOUTHWEST POINT OF A LARGE MESA,
 ES1023'ABOUT 4 MILES SOUTHEAST OF CAMP VERDE, 1 MILE NORTH OF CLEAR
 ES1023'CREEK AND ABOUT 0.4 MILE NORTH OF THE CAMP VERDE-PINE HIGHWAY.
 ES1023'
 ES1023'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1023'SOUTHEAST ON THE PAVED HIGHWAY TOWARD PINE FOR 4.2 MILES.  (THIS
 ES1023'IS ABOUT 1.8 MILES BEFORE REACHING THE END OF THE PAVEMENT).
 ES1023'FROM HERE PACK NORTH UPHILL FOR ABOUT 20 MINUTES TO THE SOUTHWEST
 ES1023'END OF THE MESA AND THE STATION.
 ES1023'
 ES1023'THE STATION MARK, STAMPED MESA 1959, IS A STANDARD DISK CEMENTED
 ES1023'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND IS 3.8
 ES1023'FEET NORTHEAST OF A WITNESS POST.
 ES1023'
 ES1023'REFERENCE MARK NO. 1, STAMPED MESA NO 1 1959, IS A STANDARD DISK
 ES1023'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 4 INCHES
 ES1023'AND IS 34.5 FEET NORTHEAST OF A WITNESS POST.
 ES1023'
 ES1023'REFERENCE MARK NO. 2, STAMPED MESA NO 2 1959, IS A STANDARD DISK
 ES1023'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND
 ES1023'IS 34.6 FEET WEST OF A WITNESS POST.
 ES1023'
 ES1023'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 58.5 FEET.
 ES1023'
 ES1023'TRIANGULATION STATION WYE CAN BE USED FOR AN AZIMUTH MARK.
 ES1023'(SEE DESCRIPTION THEREOF).
 ES1023
 ES1023                          STATION RECOVERY (1966)
 ES1023
 ES1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1023'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 ES1023
 ES1023                          STATION RECOVERY (1979)
 ES1023
 ES1023'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1023'THE STATION WAS RECOVERED AS DESCRIBED IN 1959.  NO DISTANCES OR
 ES1023'ANGLES WERE MEASURED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1106 ***********************************************************************
 CY1106  DESIGNATION -  MESA
 CY1106  PID         -  CY1106
 CY1106  STATE/COUNTY-  AZ/GREENLEE
 CY1106  USGS QUAD   -  GUTHRIE (1986)
 CY1106
 CY1106                         *CURRENT SURVEY CONTROL
 CY1106  ___________________________________________________________________
 CY1106* NAD 83(1992)-  32 54 35.46198(N)    109 15 29.33832(W)     ADJUSTED  
 CY1106* NAVD 88     -      1289.9    (meters)    4232.     (feet)  VERTCON   
 CY1106  ___________________________________________________________________
 CY1106  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CY1106  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CY1106  HORZ ORDER  -  SECOND
 CY1106
 CY1106.The horizontal coordinates were established by classical geodetic methods
 CY1106.and adjusted by the National Geodetic Survey in August 1993.
 CY1106
 CY1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1106
 CY1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1106
 CY1106.The geoid height was determined by GEOID03.
 CY1106
 CY1106;                    North         East     Units Scale Factor Converg.
 CY1106;SPC AZ E     -   212,120.730   298,343.057   MT  0.99998902   +0 29 37.1
 CY1106;SPC AZ E     -   695,934.15    978,815.80   iFT  0.99998902   +0 29 37.1
 CY1106;UTM  12      - 3,642,638.572   662,892.047   MT  0.99992717   +0 56 47.7
 CY1106
 CY1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1106!SPC AZ E     -   0.99980158  x   0.99998902  =   0.99979060
 CY1106!UTM  12      -   0.99980158  x   0.99992717  =   0.99972876
 CY1106
 CY1106|---------------------------------------------------------------------|
 CY1106| PID    Reference Object                     Distance      Geod. Az  |
 CY1106|                                                           dddmmss.s |
 CY1106| CC6933 MESA RM 1                            11.561 METERS 05650     |
 CY1106| CC6934 MESA RM 2                            12.741 METERS 17702     |
 CY1106| CY1108 PEACH                               APPROX. 3.9 KM 2124755.6 |
 CY1106|---------------------------------------------------------------------|
 CY1106
 CY1106                          SUPERSEDED SURVEY CONTROL
 CY1106
 CY1106  NAD 83(1986)-  32 54 35.45753(N)    109 15 29.33547(W) AD(       ) 2
 CY1106  NAD 27      -  32 54 35.22123(N)    109 15 27.09024(W) AD(       ) 2
 CY1106  NGVD 29 (07/19/86) 1289.2    (m)         4230.     (f) VERT ANG    3  
 CY1106
 CY1106.Superseded values are not recommended for survey control.
 CY1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1106.See file dsdata.txt to determine how the superseded data were derived.
 CY1106
 CY1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6289242639(NAD 83)
 CY1106_MARKER: DD = SURVEY DISK
 CY1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1106+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY1106
 CY1106  HISTORY     - Date     Condition        Report By
 CY1106  HISTORY     - 1976     MONUMENTED       AZDT
 CY1106  HISTORY     - 20061020 GOOD             GEOCAC
 CY1106
 CY1106                          STATION DESCRIPTION
 CY1106
 CY1106'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1106'THE STATION IS ABOUT 27 MILES EAST NORTHEAST OF SAFFORD, 10
 CY1106'MILES EAST SOUTHEAST OF CLIFTON AND 400 FEET NORTH OF U.S.
 CY1106'HWY. 666.
 CY1106'
 CY1106'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MESA 1976
 CY1106'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT WITH A WITNESS
 CY1106'POST AND SIGN 3 FEET NORTHWEST.
 CY1106'
 CY1106'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED MESA
 CY1106'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1106'PROJECTING 0.3 FEET.
 CY1106'
 CY1106'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED MESA
 CY1106'RM 2 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CY1106'0.3 FEET.
 CY1106'
 CY1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1106'10 MILES EAST OF SAFFORD, GO EAST ON U.S. 666 TO MILE POST 151.02
 CY1106'AND A METAL GATE ON THE LEFT.  PASS THROUGH GATE, TURN RIGHT AND
 CY1106'FOLLOW DIM TRACK FOR 0.25 MILE TO THE STATION.
 CY1106'
 CY1106'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1106
 CY1106                          STATION RECOVERY (2006)
 CY1106
 CY1106'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1106'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY1106'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CY1106'REFERENCE MARK 1 AND REFERENCE MARK 2 ONLY HAVE A DATE STAMP OF 19
 CY1106'(NOT 1976).
 CY1106' 
 CY1106'UPDATE TO THE TO REACH DESCRIPTION   U.S. 666 IS NOW U.S. 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2229 ***********************************************************************
 DU2229  DESIGNATION -  MESA
 DU2229  PID         -  DU2229
 DU2229  STATE/COUNTY-  AZ/MARICOPA
 DU2229  USGS QUAD   -  NEW RIVER MESA (1978)
 DU2229
 DU2229                         *CURRENT SURVEY CONTROL
 DU2229  ___________________________________________________________________
 DU2229* NAD 83(2007)-  33 55 25.49077(N)    111 58 44.47410(W)     ADJUSTED  
 DU2229* NAVD 88     -      1432.4    (meters)    4699.     (feet)  VERTCON   
 DU2229  ___________________________________________________________________
 DU2229  EPOCH DATE  -        2007.00
 DU2229  X           -  -1,983,296.752 (meters)                     COMP
 DU2229  Y           -  -4,914,011.380 (meters)                     COMP
 DU2229  Z           -   3,540,214.949 (meters)                     COMP
 DU2229  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 DU2229  ELLIP HEIGHT-        1404.047 (meters)          (02/10/07) ADJUSTED
 DU2229  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DU2229
 DU2229  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2229  Type    PID    Designation                      North   East  Ellip
 DU2229  -------------------------------------------------------------------
 DU2229  NETWORK DU2229 MESA                              0.67   0.51   1.14
 DU2229  -------------------------------------------------------------------
 DU2229
 DU2229.The horizontal coordinates were established by GPS observations
 DU2229.and adjusted by the National Geodetic Survey in February 2007.
 DU2229
 DU2229.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2229.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2229.The horizontal coordinates are valid at the epoch date displayed above.
 DU2229.The epoch date for horizontal control is a decimal equivalence
 DU2229.of Year/Month/Day.
 DU2229
 DU2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2229
 DU2229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2229
 DU2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2229
 DU2229.The ellipsoidal height was determined by GPS observations
 DU2229.and is referenced to NAD 83.
 DU2229
 DU2229.The geoid height was determined by GEOID03.
 DU2229
 DU2229;                    North         East     Units Scale Factor Converg.
 DU2229;SPC AZ C     -   324,198.383   207,594.881   MT  0.99990041   -0 02 05.3
 DU2229;SPC AZ C     - 1,063,642.99    681,085.57   iFT  0.99990041   -0 02 05.3
 DU2229;UTM  12      - 3,754,132.798   409,507.192   MT  0.99970095   -0 32 47.1
 DU2229
 DU2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2229!SPC AZ C     -   0.99977963  x   0.99990041  =   0.99968007
 DU2229!UTM  12      -   0.99977963  x   0.99970095  =   0.99948065
 DU2229
 DU2229|---------------------------------------------------------------------|
 DU2229| PID    Reference Object                     Distance      Geod. Az  |
 DU2229|                                                           dddmmss.s |
 DU2229| CH5914 MESA RM 1                             3.205 METERS 06624     |
 DU2229| CH5916 MESA RM 3 AZIMUTH                                  1624929.3 |
 DU2229| CH5915 MESA RM 2                             3.753 METERS 17058     |
 DU2229| CH5913 MESA AZ MK                                         2434749.5 |
 DU2229|---------------------------------------------------------------------|
 DU2229
 DU2229                          SUPERSEDED SURVEY CONTROL
 DU2229
 DU2229  ELLIP H (06/11/02) 1404.061  (m)                       GP(       ) 3 2
 DU2229  NAD 83(1992)-  33 55 25.49266(N)    111 58 44.47517(W) AD(       ) 1
 DU2229  NAD 83(1992)-  33 55 25.49267(N)    111 58 44.47518(W) AD(       ) 1
 DU2229  NAD 83(1986)-  33 55 25.48710(N)    111 58 44.47847(W) AD(       ) 1
 DU2229  NAD 27      -  33 55 25.36300(N)    111 58 41.93100(W) AD(       ) 1
 DU2229  NGVD 29 (11/28/97) 1431.7    (m)         4697.     (f) GPS OBS     3  
 DU2229
 DU2229.Superseded values are not recommended for survey control.
 DU2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2229.See file dsdata.txt to determine how the superseded data were derived.
 DU2229
 DU2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0950754133(NAD 83)
 DU2229_MARKER: DS = TRIANGULATION STATION DISK
 DU2229_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DU2229_STAMPING: MESA
 DU2229_MARK LOGO: CGS   
 DU2229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2229+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 DU2229
 DU2229  HISTORY     - Date     Condition        Report By
 DU2229  HISTORY     - 1924     MONUMENTED       CGS
 DU2229  HISTORY     - 1946     GOOD             CGS
 DU2229  HISTORY     - 1947     GOOD             CGS
 DU2229  HISTORY     - 1967     GOOD             AMS
 DU2229  HISTORY     - 1969     GOOD             USGS
 DU2229  HISTORY     - 19970124 GOOD             ATEAM
 DU2229  HISTORY     - 20060422 GOOD             GEOCAC
 DU2229
 DU2229                          STATION DESCRIPTION
 DU2229
 DU2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DU2229'ABOUT 32 MILES NORTH AND 5 MILES EAST OF PHOENIX, 7 MILES
 DU2229'NORTH OF CAVE CREEK POST OFFICE, AND 2-1/2 MILES NORTHWEST
 DU2229'OF THE OLD PHOENIX MINE AND MILL, ON THE EXTREME SOUTHEASTERLY
 DU2229'AND HIGHEST POINT OF NEW RIVER MESA LYING BETWEEN NEW RIVER
 DU2229'AND CAVE CREEK.  THIS MESA COVERS SEVERAL SQUARE MILES, AND
 DU2229'IS VERY FLAT ON TOP WITH STEEP MALPAIS SLOPES ON ALL SIDES.
 DU2229'MARKED BY A STANDARD BRONZE DISK.
 DU2229
 DU2229                          STATION RECOVERY (1946)
 DU2229
 DU2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2229'STATION AND MARK RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 DU2229'MARKS AND AN AZIMUTH MARKS WERE ESTABLISHED AS DESCRIBED BELOW.
 DU2229'
 DU2229'TO REACH FROM CAVE CREEK POST OFFICE GO WESTERLY ON THE MAIN
 DU2229'ROAD TO PHOENIX FOR 0.4 MILE TO SIDE ROAD RIGHT AND SEVERAL
 DU2229'SIGNS ONE OF WHICH READS SPUR CROSS RANCH 5 MILES TURN RIGHT,
 DU2229'NORTHERLY AND GO 0.2 MILE ON GRADED ROAD TO FORK AT HOUSE.
 DU2229'HERE TAKE LEFT FORK AND GO 1.0 MILE TO FORK.  KEEP LEFT FORK
 DU2229'AS PER SIGN SPUR CROSS RANCH AND GO 2.6 MILES TO LOW DIVIDE.
 DU2229'(DIM ROAD TAKES OFF LEFT HERE TO AZIMUTH MARK 0.2 MILE IN FROM
 DU2229'MAIN ROAD.) CONTINUE AHEAD FOR 0.8 TO FORK.  TAKE LEFT FORK
 DU2229'AS PER SIGN SPUR CROSS RANCH AND GO 0.3 MILE TO GATE AT
 DU2229'ENTRANCE TO SPUR CROSS RANCH AND END OF TRUCK TRAVEL.
 DU2229'(SADDLE HORSES AVAILABLE HERE.) PACK THROUGH GATE AND BEAR
 DU2229'LEFT AROUND CORRAL PICKING UP TRAIL BEYOND GOING UP
 DU2229'OVER LOW RIDGE.  (ADVISABLE TO POST SMALL LIGHT ON THIS RIDGE
 DU2229'AS A GUIDE IN PACKING DOWN AT NIGHT.) FROM HERE PACK
 DU2229'NORTHWEST INTO WASH AND UP ON RIDGE WHICH RUNS NORTH AND
 DU2229'SOUTH.  FOLLOW RIDGE TO FENCE LINE.  CROSS AND CONTINUE
 DU2229'NORTHERLY TOWARD HIGHEST PEAK ABOUT 2 MILES DISTANT.  WHEN
 DU2229'REDDISH COLORED RIDGE ON LEFT APPEARS, CROSS WASH AND
 DU2229'PACK TO TOP OF IT.  THIS RIDGE LEADS UP TO THE LEFT OF
 DU2229'STATION (WEST SIDE) AND FROM HERE ANOTHER RIDGE LEADS TO
 DU2229'TOP.  AN EAST-WEST FENCELINE TRAVERSES THIS RIDGE.  STATION IS
 DU2229'APPROXIMATELY 1/4 MILE NORTH OF THE SOUTH END OF THE MESA.
 DU2229'
 DU2229'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED--MESA
 DU2229'1924 4712 AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS
 DU2229'ABOUT 6 INCHES ABOVE THE GROUND AND IS LOCATED ON THE WESTERN
 DU2229'EDGE ABOUT 300 YARDS FROM THE HIGHEST POINT WHICH IS COVERED
 DU2229'WITH SCRUB CEDAR.
 DU2229'
 DU2229'R.M. 1 IS A STANDARD AZIMUTH DISK STAMPED--MESA NO 1 1946
 DU2229'AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 FEET
 DU2229'AND IS LOCATED 4 INCHES LOWER THAN STATION.
 DU2229'
 DU2229'R.M. 2 IS A STANDARD REFERENCE DISK STAMPED--MESA NO 2 1946
 DU2229'AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 FEET
 DU2229'AND IS 10 INCHES OFF THE HIGH POINT AND IS ABOUT 4 INCHES
 DU2229'HIGHER THAN STATION.
 DU2229'
 DU2229'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED--MESA 1946
 DU2229'AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 INCHES
 DU2229'AND IS LOCATED ON THE NORTH SIDE OF THE RIDGE UP WHICH THE
 DU2229'DIM MINING ROAD RUNS AND IS ABOUT 100 FEET NORTHWEST OF SMALL
 DU2229'MINE DIGGINGS AND 80 FEET NORTH OF THE ROAD AND ABOUT 5 MILES
 DU2229'AIRLINE SOUTH-SOUTHEAST OF STATION.
 DU2229
 DU2229                          STATION RECOVERY (1947)
 DU2229
 DU2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2229'THE STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 DU2229'AS DESCRIBED EXCEPT THE 1946 AZIMUTH MARK WHICH WAS NOT LOCATED.
 DU2229'A NEW AZIMUTH MARK WAS ESTABLISHED.
 DU2229'
 DU2229'THE STATION IS LOCATED ABOUT 32 MILES NORTH-NORTHEAST OF
 DU2229'PHOENIX, ABOUT 7 MILES NORTH OF CAVE CREEK POST OFFICE, ON
 DU2229'THE EXTREME SOUTHEASTERLY AND HIGHEST POINT OF NEW RIVER
 DU2229'MESA, LYING BETWEEN NEW RIVER AND CAVE CREEK.  THIS MESA IS
 DU2229'VERY FLAT ON TOP WITH STEEP SLOPES ON ALL SIDES.  MARKED BY
 DU2229'A BRONZE DISK AS DESCRIBED IN NOTE 2, FLUSH AND IS STAMPED--MESA
 DU2229'1924 4712.
 DU2229'
 DU2229'REFERENCE MARK NO. 1 IS APPROXIMATELY 10 INCHES LOWER THAN
 DU2229'STATION, A BRONZE DISK, PROJECTS 18
 DU2229'INCHES AND IS STAMPED--MESA NO 1 1946.
 DU2229'
 DU2229'REFERENCE MARK NO. 2 IS APPROXIMATELY 12 INCHES HIGHER THAN
 DU2229'THE STATION, A BRONZE DISK, PROJECTS
 DU2229'8 INCHES AND IS STAMPED--MESA NO 2 1946.
 DU2229'
 DU2229'THE AZIMUTH MARK IS LOCATED ON TOP OF A WHITE KNOLL, 12 FEET
 DU2229'EAST OF AND APPROXIMATELY 2 FEET HIGHER THAN THE CENTER LINE
 DU2229'OF TRACK ROAD TO STATION, 6 FEET WEST OF THE HIGHEST PART OF
 DU2229'KNOLL, A BRONZE DISK, FLUSH AND IS
 DU2229'STAMPED--MESA 1947.
 DU2229'
 DU2229'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60, 70 AND 89
 DU2229'AND STATE ROUTE 69 WHICH IS JUST NORTH OF PHOENIX, GO NORTH
 DU2229'ON STATE ROUTE 69 FOR 5.1 MILES TO THE ARIZONA CANAL AND END
 DU2229'OF PAVED ROAD.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR
 DU2229'24.6 MILES TO NEW RIVER STORE AND BUS STATION ON LEFT.  CONTINUE
 DU2229'STRAIGHT AHEAD FOR 0.6 MILE TO A ROAD RIGHT.  TURN RIGHT,
 DU2229'NORTHEAST, AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.2 MILES TO
 DU2229'THE NEW RIVER SCHOOL AND A THREE-WAY Y.  TAKE RIGHT FORK (ROAD
 DU2229'FARTHEST SOUTH) AND GO 3.25 MILES TO A ROAD LEFT.  TURN LEFT,
 DU2229'NORTH, ON A TRACK ROAD FOR 0.2 MILE TO A Y.  TAKE RIGHT FORK
 DU2229'AND GO 0.5 MILE TO A Y.  TAKE LEFT FORK, NORTHEAST, AND GO
 DU2229'0.85 MILE TO A WIRE GATE AND FOREST SERVICE BOUNDARY LINE.
 DU2229'CONTINUE ON TRACK ROAD FOR 1.45 MILE TO A CABIN ON RIGHT.
 DU2229'CONTINUE FOR 0.15 MILE TO A WHITE KNOLL ON RIGHT AND
 DU2229'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD
 DU2229'ON TRACK ROAD FOR 0.65 MILE TO THE END OF TRUCK TRAVEL.
 DU2229'
 DU2229'STATION BEARS 251 DEGREES MAGNETIC.  FROM HERE PACK NORTHEAST
 DU2229'ALONG WASH TO A POINT WHERE YOU ARE BETWEEN TWO RIDGES.  TAKE
 DU2229'RIDGE TO RIGHT, EAST, AND FOLLOW IT TO TOP TO THE FIRST
 DU2229'MESA.  CONTINUE ACROSS MESA FOR APPROXIMATELY 0.3 MILE TO THE
 DU2229'BASE OF ANOTHER STEEP SLOPE.  PACK TOWARD THE SOUTHEAST END
 DU2229'AND HIGHEST POINT OF NEW RIVER MESA AND STATION SITE AS
 DU2229'DESCRIBED ABOVE.  A HARD DRIVE AND A THREE HOUR PACK.  WITH
 DU2229'EVERY PRECAUTION TAKEN, A JEEP CAN BE DRIVE 1.2 MILE
 DU2229'BEYOND END OF TRUCK TRAVEL AS NOTED ABOVE.
 DU2229'
 DU2229'OBSERVATIONS MADE FROM A 1.2 M TRIPOD.
 DU2229
 DU2229                          STATION RECOVERY (1967)
 DU2229
 DU2229'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 DU2229'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZ. MK. ALL
 DU2229'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DU2229'
 DU2229'R.M. NO. 1 PUB. DIST. = 10.52 FT. CHECK DIST = 10.52 FT
 DU2229'
 DU2229'R.M. NO 2 PUB. DIST. = 12.32 FT CHECK DIST = 12.35 FT
 DU2229
 DU2229                          STATION RECOVERY (1969)
 DU2229
 DU2229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
 DU2229'RECOVERED.
 DU2229
 DU2229                          STATION RECOVERY (1997)
 DU2229
 DU2229'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DU2229'RECOVERED AS DESCRIBED IN NOTE OF 1967
 DU2229
 DU2229                          STATION RECOVERY (2006)
 DU2229
 DU2229'RECOVERY NOTE BY GEOCACHING 2006 (KW)
 DU2229'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 DU2229'SEARCH BY PID. RM2 AND AZIMUTH MARK WERE IN GOOD CONDITION ALSO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2230 ***********************************************************************
 DU2230  DESIGNATION -  MESA
 DU2230  PID         -  DU2230
 DU2230  STATE/COUNTY-  AZ/MARICOPA
 DU2230  USGS QUAD   -  MESA (1982)
 DU2230
 DU2230                         *CURRENT SURVEY CONTROL
 DU2230  ___________________________________________________________________
 DU2230* NAD 83(1992)-  33 25 16.67202(N)    111 49 50.17312(W)     ADJUSTED  
 DU2230* NAVD 88     -       378.84   (+/-2cm)    1242.9    (feet)  VERTCON   
 DU2230  ___________________________________________________________________
 DU2230  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DU2230  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2230  HORZ ORDER  -  FIRST
 DU2230  VERT ORDER  -  THIRD ? (See Below)
 DU2230
 DU2230.The horizontal coordinates were established by classical geodetic methods
 DU2230.and adjusted by the National Geodetic Survey in August 1993.
 DU2230
 DU2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2230.The vertical order pertains to the NGVD 29 superseded value.
 DU2230
 DU2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2230
 DU2230.The geoid height was determined by GEOID03.
 DU2230
 DU2230;                    North         East     Units Scale Factor Converg.
 DU2230;SPC AZ C     -   268,475.565   221,363.625   MT  0.99990079   +0 02 50.6
 DU2230;SPC AZ C     -   880,825.34    726,258.61   iFT  0.99990079   +0 02 50.6
 DU2230;UTM  12      - 3,698,301.947   422,778.253   MT  0.99967352   -0 27 27.0
 DU2230
 DU2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2230!SPC AZ C     -   0.99994519  x   0.99990079  =   0.99984599
 DU2230!UTM  12      -   0.99994519  x   0.99967352  =   0.99961873
 DU2230
 DU2230:                Primary Azimuth Mark                     Grid Az
 DU2230:SPC AZ C     -  MESA AZ MK                               083 55 04.9
 DU2230:UTM  12      -  MESA AZ MK                               084 25 22.5
 DU2230
 DU2230|---------------------------------------------------------------------|
 DU2230| PID    Reference Object                     Distance      Geod. Az  |
 DU2230|                                                           dddmmss.s |
 DU2230| CH5917 MESA AZ MK                                         0835755.5 |
 DU2230| CH5918 MESA RM 1                            21.907 METERS 17007     |
 DU2230| DU2172 TEMPE BUTTE AIRWAY BEACON           APPROX. 9.8 KM 2743207.8 |
 DU2230| CH5919 MESA RM 2                            28.698 METERS 28220     |
 DU2230|---------------------------------------------------------------------|
 DU2230
 DU2230                          SUPERSEDED SURVEY CONTROL
 DU2230
 DU2230  NAD 83(1986)-  33 25 16.66631(N)    111 49 50.17695(W) AD(       ) 1
 DU2230  NAD 27      -  33 25 16.50100(N)    111 49 47.66700(W) AD(       ) 1
 DU2230  NGVD 29 (07/19/86)  378.28   (m)         1241.1    (f) LEVELING    3  
 DU2230
 DU2230.Superseded values are not recommended for survey control.
 DU2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2230.See file dsdata.txt to determine how the superseded data were derived.
 DU2230
 DU2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2277898302(NAD 83)
 DU2230_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2230+STABILITY: SURFACE MOTION
 DU2230
 DU2230  HISTORY     - Date     Condition        Report By
 DU2230  HISTORY     - 1935     MONUMENTED       CGS
 DU2230  HISTORY     - 1953     MARK NOT FOUND   CGS
 DU2230  HISTORY     - 1955     GOOD             AMS
 DU2230  HISTORY     - 1960     GOOD             AMS
 DU2230  HISTORY     - 1966     GOOD             CGS
 DU2230  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU2230  HISTORY     - 20051228 MARK NOT FOUND   GEOCAC
 DU2230  HISTORY     - 20080506 MARK NOT FOUND   GEOCAC
 DU2230
 DU2230                          STATION DESCRIPTION
 DU2230
 DU2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2230'IN THE YARD OF THE LARGEST OF THE TWO WATER TANKS IN THE CITY
 DU2230'OF MESA, AND 95 FEET EAST OF THE WEST LEG OF THE TANK.  MARKED
 DU2230'BY STANDARD BRONZE DISKS.
 DU2230'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2230'IS 21.907 METERS (71.87 FEET) FROM STATION S 09 DEG 53 MIN E.
 DU2230'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2230'IS 28.698 METERS (94.15 FEET) FROM STATION N 77 DEG 40 MIN W.
 DU2230'THE AZIMUTH MARK (REFERENCE MARKS NO. 3),
 DU2230'A STANDARD BRONZE DISK, IS 1 BLOCK EAST FROM STATION
 DU2230'N 83 DEG 58 MIN E.
 DU2230
 DU2230                          STATION RECOVERY (1953)
 DU2230
 DU2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DU2230'THE STATION AND REFERENCE MARK 2 WERE NOT RECOVERED.  REFERENCE
 DU2230'MARK 1, AT THE BASE OF THE W LEG OF THE WATER TANK, WAS RECOVERED
 DU2230'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A
 DU2230'ROAD NOW PASSES OVER THE STATION SITE.  NO ATTEMPT WAS MADE TO
 DU2230'UNCOVER THE STATION.
 DU2230
 DU2230                          STATION RECOVERY (1955)
 DU2230
 DU2230'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 DU2230'STATION RECOVERED AS DESCRIBED.  THE STATION IS 74 FEET N OF
 DU2230'CENTERLINE EW STREET.  74 FEET W OF CENTERLINE NS STREET.  76
 DU2230'FEET S CENTERLINE EW SIDEWALK.
 DU2230
 DU2230                          STATION RECOVERY (1960)
 DU2230
 DU2230'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DU2230'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED JUST
 DU2230'E OF THE FENCED YARD CONTAINING THE LARGER OF TWO WATER TANKS
 DU2230'OF THE CITY OF MESA.  IT IS 14.8 FT. E OF THE N-S FENCE,
 DU2230'18.7 FT. NE OF THE SE CORNER OF THE YARD FENCE, AND 66.2 FT.
 DU2230'S OF THE S EDGE OF THE E-W SIDEWALK.  THE STATION IS
 DU2230'APPROXIMATELY 0.3 FT. BENEATH THE SURFACE OF THE DIRT ROAD.
 DU2230'
 DU2230'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DU2230'
 DU2230'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 DU2230
 DU2230                          STATION RECOVERY (1966)
 DU2230
 DU2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DU2230'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DU2230'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION IS
 DU2230'COMPLETELY ADEQUATE.
 DU2230
 DU2230                          STATION RECOVERY (1992)
 DU2230
 DU2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU2230'THERE IS A NEW BUILDING AT THE DESCRIBED LOCATION.  ASSUMED
 DU2230'DESTROYED.
 DU2230
 DU2230                          STATION RECOVERY (2005)
 DU2230
 DU2230'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2230'THE ADJUSTED COORDINATES POINT TO THE EAST WALL OF THE MESA CONVENTION
 DU2230'CENTER.
 DU2230
 DU2230                          STATION RECOVERY (2008)
 DU2230
 DU2230'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2230'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2230'MARK. THE WATER TANK HAS BEEN DISMANTLED, AND THE MESA CONVENTION
 DU2230'CENTER HAS BEEN BUILT ON THE SITE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0497 ***********************************************************************
 GP0497  DESIGNATION -  MESA
 GP0497  PID         -  GP0497
 GP0497  STATE/COUNTY-  AZ/COCONINO
 GP0497  USGS QUAD   -  LEES FERRY (1985)
 GP0497
 GP0497                         *CURRENT SURVEY CONTROL
 GP0497  ___________________________________________________________________
 GP0497* NAD 83(1992)-  36 46 49.03111(N)    111 33 03.95235(W)     ADJUSTED  
 GP0497* NAVD 88     -      1701.4    (meters)    5582.     (feet)  VERTCON   
 GP0497  ___________________________________________________________________
 GP0497  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 GP0497  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0497  HORZ ORDER  -  SECOND
 GP0497
 GP0497.The horizontal coordinates were established by classical geodetic methods
 GP0497.and adjusted by the National Geodetic Survey in August 1993.
 GP0497
 GP0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0497
 GP0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0497
 GP0497.The geoid height was determined by GEOID03.
 GP0497
 GP0497;                    North         East     Units Scale Factor Converg.
 GP0497;SPC AZ C     -   641,152.021   245,990.076   MT  0.99991311   +0 13 08.0
 GP0497;SPC AZ C     - 2,103,517.13    807,054.06   iFT  0.99991311   +0 13 08.0
 GP0497;UTM  12      - 4,070,640.885   450,824.537   MT  0.99962979   -0 19 47.9
 GP0497
 GP0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0497!SPC AZ C     -   0.99973670  x   0.99991311  =   0.99964983
 GP0497!UTM  12      -   0.99973670  x   0.99962979  =   0.99936659
 GP0497
 GP0497:                Primary Azimuth Mark                     Grid Az
 GP0497:SPC AZ C     -  WAHWEAP                                  007 27 03.3
 GP0497:UTM  12      -  WAHWEAP                                  007 59 59.2
 GP0497
 GP0497|---------------------------------------------------------------------|
 GP0497| PID    Reference Object                     Distance      Geod. Az  |
 GP0497|                                                           dddmmss.s |
 GP0497| GP0275 WAHWEAP                             APPROX.24.3 KM 0074011.3 |
 GP0497| CR7985 MESA RM 1                            12.893 METERS 01405     |
 GP0497| CR7986 MESA RM 2                            12.168 METERS 10658     |
 GP0497|---------------------------------------------------------------------|
 GP0497
 GP0497                          SUPERSEDED SURVEY CONTROL
 GP0497
 GP0497  NAD 83(1986)-  36 46 49.02696(N)    111 33 03.95192(W) AD(       ) 2
 GP0497  NGVD 29 (07/12/88) 1700.5    (m)         5579.     (f) VERT ANG    3  
 GP0497
 GP0497.Superseded values are not recommended for survey control.
 GP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0497.See file dsdata.txt to determine how the superseded data were derived.
 GP0497
 GP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5082570641(NAD 83)
 GP0497_MARKER: DS = TRIANGULATION STATION DISK
 GP0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0497+STABILITY: SURFACE MOTION
 GP0497
 GP0497  HISTORY     - Date     Condition        Report By
 GP0497  HISTORY     - 1983     MONUMENTED       AZDT
 GP0497
 GP0497                          STATION DESCRIPTION
 GP0497
 GP0497'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 GP0497'THE STATION IS LOCATED 10-3/4 MILES SOUTHWEST OF PAGE ALONG U.S.
 GP0497'HIGHWAY 89.
 GP0497'
 GP0497'THE STATION MARK IS AN AZDT DISK STAMPED---MESA 1983---.  IT IS SET IN
 GP0497'TOP OF A 10 INCH CONCRETE MONUMENT ABOVE A LARGE HIGHWAY CUT.
 GP0497'
 GP0497'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MESA RM 1 1983---.  IT IS
 GP0497'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0497'
 GP0497'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MESA RM 2 1983---.  IT IS
 GP0497'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0497'
 GP0497'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0497'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0497'TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT AND TRAVEL
 GP0497'SOUTH ALONG U.S. 89 FOR 11.8 MILES TO THE END OF A LONG CUT AT MILE
 GP0497'POST 536.7.  TURN RIGHT AND TRAVEL NORTH ALONG TOP OF CUT TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0706 ***********************************************************************
 FQ0706  DESIGNATION -  MESA BUTTE
 FQ0706  PID         -  FQ0706
 FQ0706  STATE/COUNTY-  AZ/COCONINO
 FQ0706  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0706
 FQ0706                         *CURRENT SURVEY CONTROL
 FQ0706  ___________________________________________________________________
 FQ0706* NAD 83(1992)-  35 38 56.85131(N)    111 45 32.09285(W)     ADJUSTED  
 FQ0706* NAVD 88     -      2180.     (meters)    7152.     (feet)  SCALED    
 FQ0706  ___________________________________________________________________
 FQ0706  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 FQ0706  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0706  HORZ ORDER  -  FIRST
 FQ0706
 FQ0706.The horizontal coordinates were established by classical geodetic methods
 FQ0706.and adjusted by the National Geodetic Survey in August 1993.
 FQ0706
 FQ0706.The orthometric height was scaled from a topographic map.
 FQ0706
 FQ0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0706
 FQ0706.The geoid height was determined by GEOID03.
 FQ0706
 FQ0706;                    North         East     Units Scale Factor Converg.
 FQ0706;SPC AZ C     -   515,596.685   227,644.817   MT  0.99990251   +0 05 31.0
 FQ0706;SPC AZ C     - 1,691,590.17    746,866.20   iFT  0.99990251   +0 05 31.0
 FQ0706;UTM  12      - 3,945,297.656   431,298.471   MT  0.99965816   -0 26 32.4
 FQ0706
 FQ0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0706!SPC AZ C     -   0.99966158  x   0.99990251  =   0.99956413
 FQ0706!UTM  12      -   0.99966158  x   0.99965816  =   0.99931986
 FQ0706
 FQ0706:                Primary Azimuth Mark                     Grid Az
 FQ0706:SPC AZ C     -  MESA BUTTE AZ MK                         044 37 54.2
 FQ0706:UTM  12      -  MESA BUTTE AZ MK                         045 09 57.6
 FQ0706
 FQ0706|---------------------------------------------------------------------|
 FQ0706| PID    Reference Object                     Distance      Geod. Az  |
 FQ0706|                                                           dddmmss.s |
 FQ0706| CH3645 MESA BUTTE AZ MK                                   0444325.2 |
 FQ0706| CH3646 MESA BUTTE RM 1                      20.431 METERS 18444     |
 FQ0706| FQ0675 KENDRICK PEAK LOOKOUT TOWER         APPROX.28.0 KM 1972142.1 |
 FQ0706| CH3647 MESA BUTTE RM 2                      10.543 METERS 25358     |
 FQ0706|---------------------------------------------------------------------|
 FQ0706
 FQ0706                          SUPERSEDED SURVEY CONTROL
 FQ0706
 FQ0706  NAD 83(1986)-  35 38 56.85307(N)    111 45 32.09151(W) AD(       ) 1
 FQ0706  NAD 27      -  35 38 56.84342(N)    111 45 29.53311(W) AD(       ) 1
 FQ0706
 FQ0706.Superseded values are not recommended for survey control.
 FQ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0706.See file dsdata.txt to determine how the superseded data were derived.
 FQ0706
 FQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3129845298(NAD 83)
 FQ0706_MARKER: DS = TRIANGULATION STATION DISK
 FQ0706_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0706
 FQ0706  HISTORY     - Date     Condition        Report By
 FQ0706  HISTORY     - 1936     MONUMENTED       CGS
 FQ0706  HISTORY     - 1955     GOOD             CGS
 FQ0706  HISTORY     - 1977     GOOD             NGS
 FQ0706
 FQ0706                          STATION DESCRIPTION
 FQ0706
 FQ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0706'STATION IS ABOUT 30 MILES AIRLINE NORTH-NORTHWEST OF FLAGSTAFF,
 FQ0706'15 MILES WEST OF U.S. HIGHWAY 89, ON THE HIGHEST POINT OF MESA
 FQ0706'BUTTE AT THE WEST SIDE OF THE OLD CRATER.  MESA BUTTE IS THE ONLY
 FQ0706'PROMINENT BUTTE IN A RADIUS OF 10 MILES.
 FQ0706'
 FQ0706'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.
 FQ0706'
 FQ0706'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.
 FQ0706'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 63.59 FEET.
 FQ0706'
 FQ0706'THE AZIMUTH MARK IS NORTHEAST OF THE STATION AT THE WEST END
 FQ0706'OF EAST-WEST FENCE LINE, 0.5 MILE WEST OF GATE IN FENCE, 2
 FQ0706'FEET WEST OF END FENCE POST.  THE MARK IS A GENERAL LAND OFFICE
 FQ0706'MARK, BEING A 3-INCH BRONZE CAP SET ON TOP OF A CAST IRON PIPE,
 FQ0706'PROJECTING 1 FOOT.  THE MARK IS STAMPED AS FOLLOWS--T27N R6E
 FQ0706'S34 S3 S2 1916.
 FQ0706'
 FQ0706'TO REACH THE STATION FROM FLAGSTAFF GO NORTHEAST ON U.S. HIGHWAY
 FQ0706'66 AND 89 ABOUT 6 MILES TO THE JUNCTION OF THESE HIGHWAYS AT
 FQ0706'TOWNSEND CAMP, THENCE NORTH ON HIGHWAY 89 FOR 13.9 MILES TO
 FQ0706'CROSS ROAD, TURN LEFT OFF HIGHWAY, PASS OVER CATTLE GUARD AND
 FQ0706'GO NORTHWEST ON GRADED ROAD FOR 1.2 MILES TO CROSSROADS.  KEEP
 FQ0706'THE RIGHT FORK STRAIGHT AHEAD (TOWARDS NEEDMORE) FOR 6.6 MILES
 FQ0706'TO FORKS.  A SIGN HERE READS ASO SHEEP RANCH AND NEEDMORE.
 FQ0706'TAKE THE RIGHT FORK AND FOLLOW THE MAIN GRADED ROAD GENERALLY
 FQ0706'NORTHWEST 4.1 MILES TO BARBWIRE SPOOL HANGING ON AN OLD
 FQ0706'SIGN POST.  PASS THE SIGNPOST ABOUT 25 YARDS TO FORKS.
 FQ0706'TAKE RIGHT FORK NORTHWEST DOWN A SMALL WASHED-OUT CANYON FOR
 FQ0706'2.5 MILES TO FORKS.  TAKE THE RIGHT FORK AND GO NORTH 1.6
 FQ0706'MILES TO A SMALL WOODEN BRIDGE.  CONTINUE 1.6 MILES TO AN
 FQ0706'OLD STONE DAM.  CROSS THE DAM AND CONTINUE FOR 1.4 MILES
 FQ0706'(CAUTION) TO A WASHOUT IN ROAD.  PASS AROUND THE WASHOUT AND
 FQ0706'CONTINUE 4.1 MILES TO A GATE IN EAST-WEST FENCE.  TURN WEST
 FQ0706'ALONG THE SOUTH SIDE OF FENCE FOR 0.1 MILE TO END OF FENCE
 FQ0706'LINE (AZIMUTH MARK).  FROM HERE DRIVE CROSS-COUNTRY FOR 1.9
 FQ0706'MILES TO THE NORTH SLOPE OF THE WEST SIDE OF THE OLD CRATER AND
 FQ0706'END OF TRUCK TRAVEL.  PACK SOUTH UP THE SLOPE TO THE
 FQ0706'HIGHEST POINT AND STATION.  THIS IS ABOUT A 1-HOUR PACK ON A
 FQ0706'NOT VERY STEEP SLOPE.  SURFACE MARK ROCK OUTCROP.  THERE IS NO
 FQ0706'UNDERGROUND MARK.
 FQ0706'
 FQ0706'SIGNALS SHOWN FROM THE GROUND AT PLAINS, BLACK POINT, LAVA,
 FQ0706'GRAND FALLS, MERRIAM, MISSOURI, AND FRISCO 1920 ARE VISIBLE AT
 FQ0706'THE GROUND.
 FQ0706
 FQ0706                          STATION RECOVERY (1955)
 FQ0706
 FQ0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0706'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FQ0706'AS DESCRIBED BY J.D.T. IN 1936.
 FQ0706
 FQ0706                          STATION RECOVERY (1977)
 FQ0706
 FQ0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0706'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 FQ0706'FOUND IN GOOD CONDITION AS DESCRIBED.  NO ANGLES TURNED AT THIS
 FQ0706'TIME.
 FQ0706'
 FQ0706'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0706'
 FQ0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0706'30 MILES NNW OF FLAGSTAFF, ARIZ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0260 ***********************************************************************
 GO0260  DESIGNATION -  MESA CONE
 GO0260  PID         -  GO0260
 GO0260  STATE/COUNTY-  AZ/APACHE
 GO0260  USGS QUAD   -  SWEATHOUSE PEAK (1968)
 GO0260
 GO0260                         *CURRENT SURVEY CONTROL
 GO0260  ___________________________________________________________________
 GO0260* NAD 83(1992)-  36 16 27.08498(N)    109 48 43.32258(W)     ADJUSTED  
 GO0260* NAVD 88     -      2342.7    (meters)    7686.     (feet)  VERTCON   
 GO0260  ___________________________________________________________________
 GO0260  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 GO0260  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 GO0260  HORZ ORDER  -  THIRD
 GO0260
 GO0260.The horizontal coordinates were established by classical geodetic methods
 GO0260.and adjusted by the National Geodetic Survey in August 1993.
 GO0260
 GO0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0260
 GO0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0260
 GO0260.The geoid height was determined by GEOID03.
 GO0260
 GO0260;                    North         East     Units Scale Factor Converg.
 GO0260;SPC AZ E     -   584,992.762   245,220.808   MT  0.99991250   +0 12 35.4
 GO0260;SPC AZ E     - 1,919,267.59    804,530.21   iFT  0.99991250   +0 12 35.4
 GO0260;UTM  12      - 4,015,015.364   606,699.003   MT  0.99974027   +0 42 10.5
 GO0260
 GO0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0260!SPC AZ E     -   0.99963565  x   0.99991250  =   0.99954818
 GO0260!UTM  12      -   0.99963565  x   0.99974027  =   0.99937601
 GO0260
 GO0260:                Primary Azimuth Mark                     Grid Az
 GO0260:SPC AZ E     -  LOHALI                                   181 51 28.5
 GO0260:UTM  12      -  LOHALI                                   181 21 53.4
 GO0260
 GO0260|---------------------------------------------------------------------|
 GO0260| PID    Reference Object                     Distance      Geod. Az  |
 GO0260|                                                           dddmmss.s |
 GO0260| GO0506 LOHALI                              APPROX.14.1 KM 1820403.9 |
 GO0260|---------------------------------------------------------------------|
 GO0260
 GO0260                          SUPERSEDED SURVEY CONTROL
 GO0260
 GO0260  NAD 83(1986)-  36 16 27.08839(N)    109 48 43.32159(W) AD(       ) 3
 GO0260  NGVD 29 (08/22/88) 2341.7    (m)         7683.     (f) VERT ANG    3  
 GO0260
 GO0260.Superseded values are not recommended for survey control.
 GO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0260.See file dsdata.txt to determine how the superseded data were derived.
 GO0260
 GO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF0669915015(NAD 83)
 GO0260_MARKER: DS = TRIANGULATION STATION DISK
 GO0260_SETTING: 80 = SET IN A BOULDER
 GO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0260+STABILITY: SURFACE MOTION
 GO0260
 GO0260  HISTORY     - Date     Condition        Report By
 GO0260  HISTORY     - 1955     MONUMENTED       USGS
 GO0260  HISTORY     - 1968     GOOD             USGS
 GO0260
 GO0260                          STATION DESCRIPTION
 GO0260
 GO0260'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0260'LOCATED ABOUT 18 MI NW. OF CHINLE.  ON PROMINENT CONE ON TOP OF
 GO0260'BLACK MESA.
 GO0260'
 GO0260'TO REACH FROM CHINLE POST OFFICE, DRIVE 1.4 MI W. TO MAIN RD.
 GO0260'FORKS.  TAKE LEFT FORK (GANADO) 4 MI.  TAKE RIGHT FORK AT SIGN
 GO0260'BLACK MOUNTAIN, SALINA, ETC. 12.4 MI TO X-RDS. (LEFT RD. TO
 GO0260'SALINA, RIGHT RD. TO BLACK MOUNTAIN), CONTINUE STRAIGHT AHEAD ON
 GO0260'GRADED RD. IN NORTHWESTERLY DIRECTION 4.3 MI TO RD. FORKS.  TAKE
 GO0260'RIGHT FORK WITH SIGN TAH CHEE SCHOOL 15 MILES 10 MI TO TAH CHEE
 GO0260'SCHOOL.  FOLLOW TRACK RD. AROUND WEST SIDE OF SCHOOL BOUNDARY
 GO0260'FENCE 0.3 MI TO RD. FORKS.  TAKE RIGHT FORK 0.3 MI TO X-RDS.
 GO0260'CROSS RD. N. UP BURNT CORN WASH ON MAIN-TRAVELED RD.  AT 2.2 MI
 GO0260'TAKE RIGHT FORK CLIMBING SOUTH SIDE OF SPUR CANYON.  CONTINUE 2.6
 GO0260'MI AND TAKE LEFT FORK STRAIGHT AHEAD, CONTINUE 4.3 MI TO TOP OF
 GO0260'RIDGE.  LEAVE TRUCK AND FOLLOW RIM AROUND TO W. AND CLIMB TO
 GO0260'STATION ON CONE-SHAPED PEAK.  ABOUT A 1/2-HOUR PACK.
 GO0260'
 GO0260'STATION MARK--STANDARD TABLET STAMPED---MESA CONE 1955---, CEMENTED
 GO0260'IN ROCK PROJECTING 0.3 FT.
 GO0260'
 GO0260'RM 1--COPPER NAIL AND WASHER STAMPED---1---, IN PINON TREE.
 GO0260'
 GO0260'RM 2--COPPER NAIL AND WASHER STAMPED---2---, IN PINON TREE.
 GO0260
 GO0260                          STATION RECOVERY (1968)
 GO0260
 GO0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0260'DESCRIBED BY USGS IN 1955.  RMS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0390 ***********************************************************************
 GQ0390  DESIGNATION -  MESA POINT CAIRN
 GQ0390  PID         -  GQ0390
 GQ0390  STATE/COUNTY-  AZ/MOHAVE
 GQ0390  USGS QUAD   -  SNAP CANYON EAST (1971)
 GQ0390
 GQ0390                         *CURRENT SURVEY CONTROL
 GQ0390  ___________________________________________________________________
 GQ0390* NAD 83(1992)-  36 10 23.36170(N)    113 48 02.44988(W)     ADJUSTED  
 GQ0390* NAVD 88     -      2045.     (meters)    6709.     (feet)  SCALED    
 GQ0390  ___________________________________________________________________
 GQ0390  LAPLACE CORR-          15.07  (seconds)                    DEFLEC99
 GQ0390  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 GQ0390  HORZ ORDER  -  SECOND
 GQ0390
 GQ0390.The horizontal coordinates were established by classical geodetic methods
 GQ0390.and adjusted by the National Geodetic Survey in August 1993.
 GQ0390
 GQ0390.The orthometric height was scaled from a topographic map.
 GQ0390
 GQ0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0390
 GQ0390.The geoid height was determined by GEOID03.
 GQ0390
 GQ0390;                    North         East     Units Scale Factor Converg.
 GQ0390;SPC AZ W     -   573,744.783   208,800.771   MT  0.99993359   -0 01 47.7
 GQ0390;SPC AZ W     - 1,882,364.77    685,041.90   iFT  0.99993359   -0 01 47.7
 GQ0390;UTM  12      - 4,006,789.675   248,103.602   MT  1.00038189   -1 39 14.1
 GQ0390
 GQ0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0390!SPC AZ W     -   0.99968319  x   0.99993359  =   0.99961680
 GQ0390!UTM  12      -   0.99968319  x   1.00038189  =   1.00006496
 GQ0390
 GQ0390                          SUPERSEDED SURVEY CONTROL
 GQ0390
 GQ0390  NAD 83(1986)-  36 10 23.35445(N)    113 48 02.44823(W) AD(       ) 2
 GQ0390  NAD 27      -  36 10 23.40100(N)    113 47 59.62400(W) AD(       ) 2
 GQ0390
 GQ0390.Superseded values are not recommended for survey control.
 GQ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0390.See file dsdata.txt to determine how the superseded data were derived.
 GQ0390
 GQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4810406790(NAD 83)
 GQ0390_MARKER: 72 = CAIRN
 GQ0390
 GQ0390  HISTORY     - Date     Condition        Report By
 GQ0390  HISTORY     - 1934     FIRST OBSERVED   MWDSC
 GQ0390
 GQ0390                          STATION DESCRIPTION
 GQ0390
 GQ0390'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0530 ***********************************************************************
 ER0530  DESIGNATION -  MESA REDONDO
 ER0530  PID         -  ER0530
 ER0530  STATE/COUNTY-  AZ/APACHE
 ER0530  USGS QUAD   -  MESA REDONDA (1971)
 ER0530
 ER0530                         *CURRENT SURVEY CONTROL
 ER0530  ___________________________________________________________________
 ER0530* NAD 83(1992)-  34 26 32.43506(N)    109 47 53.63235(W)     ADJUSTED  
 ER0530* NAVD 88     -      2081.9    (meters)    6830.     (feet)  VERTCON   
 ER0530  ___________________________________________________________________
 ER0530  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 ER0530  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ER0530  HORZ ORDER  -  FIRST
 ER0530
 ER0530.The horizontal coordinates were established by classical geodetic methods
 ER0530.and adjusted by the National Geodetic Survey in August 1993.
 ER0530
 ER0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0530
 ER0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0530
 ER0530.The geoid height was determined by GEOID03.
 ER0530
 ER0530;                    North         East     Units Scale Factor Converg.
 ER0530;SPC AZ E     -   381,778.031   247,217.083   MT  0.99991412   +0 12 30.2
 ER0530;SPC AZ E     - 1,252,552.60    811,079.67   iFT  0.99991412   +0 12 30.2
 ER0530;UTM  12      - 3,811,858.788   610,405.116   MT  0.99975025   +0 40 47.1
 ER0530
 ER0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0530!SPC AZ E     -   0.99967701  x   0.99991412  =   0.99959116
 ER0530!UTM  12      -   0.99967701  x   0.99975025  =   0.99942735
 ER0530
 ER0530|---------------------------------------------------------------------|
 ER0530| PID    Reference Object                     Distance      Geod. Az  |
 ER0530|                                                           dddmmss.s |
 ER0530| CD2327 MESA REDONDO RM 1                    14.280 METERS 06851     |
 ER0530| CD2326 MESA REDONDO AZ MK                                 1115038.1 |
 ER0530| CD2328 MESA REDONDO RM 2                    15.961 METERS 34624     |
 ER0530|---------------------------------------------------------------------|
 ER0530
 ER0530                          SUPERSEDED SURVEY CONTROL
 ER0530
 ER0530  NAD 83(1986)-  34 26 32.43255(N)    109 47 53.64032(W) AD(       ) 1
 ER0530  NAD 27      -  34 26 32.28900(N)    109 47 51.25500(W) AD(       ) 1
 ER0530  NGVD 29 (07/19/86) 2081.0    (m)         6827.     (f) VERT ANG    3  
 ER0530
 ER0530.Superseded values are not recommended for survey control.
 ER0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0530.See file dsdata.txt to determine how the superseded data were derived.
 ER0530
 ER0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1040511859(NAD 83)
 ER0530_MARKER: DS = TRIANGULATION STATION DISK
 ER0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0530+STABILITY: SURFACE MOTION
 ER0530
 ER0530  HISTORY     - Date     Condition        Report By
 ER0530  HISTORY     - 1936     MONUMENTED       CGS
 ER0530  HISTORY     - 1958     GOOD             CGS
 ER0530  HISTORY     - 1972     GOOD             AZHD
 ER0530  HISTORY     - 1978     GOOD             AZDT
 ER0530  HISTORY     - 1981     GOOD             AZDT
 ER0530
 ER0530                          STATION DESCRIPTION
 ER0530
 ER0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0530'ABOUT 16 MILES EAST-SOUTHEAST OF SNOWFLAKE, 11 MILES WEST BY
 ER0530'SOUTH OF CONCHO, IN SEC. 15, T. 12 N., R. 24 E., ON LAND OWNED
 ER0530'BY THE STATE OF ARIZONA AND AT PRESENT LEASED TO A MR. LAVERTON,
 ER0530'ABOUT 1 MILE NORTHWEST OF HIS RANCH HOUSE, ON THE SUMMIT OF
 ER0530'A LARGE AND PROMINENT FLAT-TOPPED MESA, ABOUT 250 YARDS NORTH
 ER0530'OF ITS SOUTHEAST CORNER, NEAR THE EAST EDGE OF THE SUMMIT, ON
 ER0530'THE HIGHEST POINT.  THERE IS NO
 ER0530'UNDERGROUND MARK.
 ER0530'
 ER0530'REFERENCE MARK NO. 1 IS NORTH BY WEST OF THE STATION, IN TOP OF
 ER0530'A SMALL FLAT OUTCROP OF ROCK.
 ER0530'
 ER0530'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION, NEAR A
 ER0530'CLUMP OF STUNTED CEDAR TREES, IN TOP OF A SMALL FLAT OUTCROP
 ER0530'OF ROCK.
 ER0530'
 ER0530'THE AZIMUTH MARK IS APPROXIMATELY 1.7 MILES SOUTH-SOUTHEAST OF
 ER0530'THE STATION, 3/4 MILE SOUTHEAST OF LAVERTONS A-DIAMOND RANCH,
 ER0530'ON THE TRACK ROAD LEADING TO THE RANCH HOUSE, 0.2 MILE EAST
 ER0530'ALONG THE ROAD FROM A GATE, 20 FEET SOUTH OF THE CENTER OF THE
 ER0530'ROAD.
 ER0530'
 ER0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 260 AND
 ER0530'THE NEW SHOW LOW HIGHWAY AT CONCHO, GO SOUTHWEST ON THE SHOW
 ER0530'LOW HIGHWAY FOR 5.15 MILES AND TURN RIGHT ON TRACK ROAD, THENCE
 ER0530'NORTHWEST 2.65 MILES AND PASS THROUGH GATE, THENCE 1.05 MILES
 ER0530'AND PASS THROUGH GATE, THENCE 0.45 MILE AND PASS THROUGH GATE,
 ER0530'THENCE 1.2 MILES AND PASS THROUGH GATE, THENCE 0.7 MILE AND KEEP
 ER0530'LEFT FORK, THENCE NORTHWEST 1.4 MILES AND PASS THROUGH GATE,
 ER0530'THENCE 0.6 MILE TO THE A-DIAMOND RANCH.  PASS THROUGH THE
 ER0530'STOCK CORRAL TO WEST OF THE RANCH HOUSE AND CONTINUE WEST
 ER0530'ALONG LANE FOR 0.6 MILE AND PASS THROUGH RIGHT-HAND GATE AT
 ER0530'END OF LANE.  THENCE NORTHWEST ON TRACK ROAD FOR 0.3 MILE AND
 ER0530'CROSS WASH.  THENCE SOUTHWEST 0.65 MILE TO GATE IN FENCE,
 ER0530'THENCE WEST ALONG NORTH SIDE OF THE FENCE FOR ABOUT 0.1 MILE
 ER0530'AND TURN RIGHT OFF THE ROAD AND GO NORTHWEST UP THE NARROW
 ER0530'VALLEY FOR 0.4 MILE TO END OF TRUCK TRAVEL.  PACK NORTHWEST
 ER0530'UP THE SIDE OF THE MESA TO THE STATION ON THE SUMMIT.  ABOUT
 ER0530'1/2 MILE, 20 MINUTES STEADY PACKING.
 ER0530'
 ER0530'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 ER0530
 ER0530                          STATION RECOVERY (1958)
 ER0530
 ER0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0530'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 ER0530'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ER0530'
 ER0530'THE STATION IS LOCATED ON THE SUMMIT OF A LARGE AND PROMINTED
 ER0530'FLAT-TOPPED MESA, ABOUT 11 MILES WEST-SOUTHWEST OF CONCHO, ABOUT
 ER0530'10 MILES EAST-SOUTHEAST OF SNOWFLAKE, ABOUT 1 MILE NORTHWEST OF
 ER0530'MR. JOHN D. LEVERTON RANCH HOUSE, ABOUT 750 FEET NORTH OF THE
 ER0530'SOUTHEAST CORNER OF THE MESA AND NEAR THE EAST EDGE OF THE MESA.
 ER0530'THE MARK IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 ER0530'STAMPED MESA REDONDO 1936.
 ER0530'
 ER0530'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 ER0530'IS STAMPED MESA REDONDO NO 1 1936.
 ER0530'
 ER0530'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURROUNDING SURFACE
 ER0530'AND IS STAMPED MESA REDONDO NO 2 1936.
 ER0530'
 ER0530'AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTER OF THE GRADED ROAD.
 ER0530'THE MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ER0530'IS STAMPED MESA REDONDO 1936.
 ER0530'
 ER0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 260
 ER0530'AND STATE HIGHWAY NO. 61 IN CONCHO, GO SOUTHWEST ON STATE HIGHWAY
 ER0530'NO. 61 FOR 5.1 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN
 ER0530'MESA REDONDO, TURN RIGHT AS PER SIGN AND CROSS A CATTLE GUARD AND
 ER0530'GO WESTERLY FOR 7.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 ER0530'DESCRIBED, CONTINUE AHEAD ON THE GRADED ROAD FOR 1.2 MILES TO A
 ER0530'FORK JUST BEFORE REACHING THE RANCH HOUSE, TAKE THE LEFT FORK
 ER0530'AND PASS TO THE SOUTH OF THE RANCH BUILDINGS AND FOLLOW THE
 ER0530'TRACK ROAD FOR 0.9 MILE TO A EARTH DYKE, CROSS OVER THE
 ER0530'EARTH DYKE AND GO WESTERLY FOR 0.1 MILE TO A FORK, TAKE THE
 ER0530'LEFT FORK AND CONTINUE WEST FOR 0.6 MILE, LEAVE THE TRACK
 ER0530'ROAD AND GO NORTHWEST FOR 0.3 MILE TO THE END OF TRUCK
 ER0530'TRAVEL, FROM HERE PACK NORTHWEST UP THE HILL FOR ABOUT 30
 ER0530'MINUTES TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 ER0530'
 ER0530'OBSERVATIONS WERE MADE FROM A 12 FOOT STAND.
 ER0530
 ER0530                          STATION RECOVERY (1972)
 ER0530
 ER0530'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0530'GENERAL LOCATION AS PER DESCRIPTION.
 ER0530'
 ER0530'TO REACH AS PER DESCRIPTION.
 ER0530'
 ER0530'STATION MARK RECOVERED AS PER DESCRIPTION.
 ER0530'
 ER0530'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ER0530'
 ER0530'AZIMUTH MARK RECOVERED AS PER DESCRIPTION.
 ER0530
 ER0530                          STATION RECOVERY (1978)
 ER0530
 ER0530'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0530'THE STATION, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE
 ER0530'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  NO MEASUREMENTS
 ER0530'WERE MADE AT THIS TIME.  THE 1958 DESCRIPTIONS ARE ADEQUATE.
 ER0530
 ER0530                          STATION RECOVERY (1981)
 ER0530
 ER0530'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ER0530'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE ROUTE TO
 ER0530'THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0753 ***********************************************************************
 FQ0753  DESIGNATION -  MESA SPUR
 FQ0753  PID         -  FQ0753
 FQ0753  STATE/COUNTY-  AZ/COCONINO
 FQ0753  USGS QUAD   -  TUCKER MESA NE (1968)
 FQ0753
 FQ0753                         *CURRENT SURVEY CONTROL
 FQ0753  ___________________________________________________________________
 FQ0753* NAD 83(1992)-  35 10 13.42539(N)    110 50 30.83974(W)     ADJUSTED  
 FQ0753* NAVD 88     -      1503.8    (meters)    4934.     (feet)  VERTCON   
 FQ0753  ___________________________________________________________________
 FQ0753  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FQ0753  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FQ0753  HORZ ORDER  -  FIRST
 FQ0753
 FQ0753.The horizontal coordinates were established by classical geodetic methods
 FQ0753.and adjusted by the National Geodetic Survey in August 1993.
 FQ0753
 FQ0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0753
 FQ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0753
 FQ0753.The geoid height was determined by GEOID03.
 FQ0753
 FQ0753;                    North         East     Units Scale Factor Converg.
 FQ0753;SPC AZ C     -   463,005.363   311,261.820   MT  1.00001809   +0 37 08.9
 FQ0753;SPC AZ C     - 1,519,046.47  1,021,200.20   iFT  1.00001809   +0 37 08.9
 FQ0753;UTM  12      - 3,891,951.034   514,396.928   MT  0.99960255   +0 05 27.8
 FQ0753
 FQ0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0753!SPC AZ C     -   0.99976780  x   1.00001809  =   0.99978589
 FQ0753!UTM  12      -   0.99976780  x   0.99960255  =   0.99937045
 FQ0753
 FQ0753|---------------------------------------------------------------------|
 FQ0753| PID    Reference Object                     Distance      Geod. Az  |
 FQ0753|                                                           dddmmss.s |
 FQ0753| CD4545 MESA SPUR RM 2                        8.328 METERS 03649     |
 FQ0753| CD4544 MESA SPUR RM 1                        8.810 METERS 13658     |
 FQ0753| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX.17.1 KM 2290744.6 |
 FQ0753| CD4543 MESA SPUR AZ MK                                    2692718.0 |
 FQ0753| FQ0757 LEUPP TANK                          APPROX.16.9 KM 3184738.4 |
 FQ0753|---------------------------------------------------------------------|
 FQ0753
 FQ0753                          SUPERSEDED SURVEY CONTROL
 FQ0753
 FQ0753  NAD 83(1986)-  35 10 13.42014(N)    110 50 30.84147(W) AD(       ) 1
 FQ0753  NAD 27      -  35 10 13.37000(N)    110 50 28.34400(W) AD(       ) 1
 FQ0753  NGVD 29 (07/19/86) 1503.0    (m)         4931.     (f) VERT ANG    3  
 FQ0753
 FQ0753.Superseded values are not recommended for survey control.
 FQ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0753.See file dsdata.txt to determine how the superseded data were derived.
 FQ0753
 FQ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1439791951(NAD 83)
 FQ0753_MARKER: DS = TRIANGULATION STATION DISK
 FQ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0753
 FQ0753  HISTORY     - Date     Condition        Report By
 FQ0753  HISTORY     - 1936     MONUMENTED       CGS
 FQ0753  HISTORY     - 1955     GOOD             USGS
 FQ0753  HISTORY     - 1968     GOOD             USGS
 FQ0753
 FQ0753                          STATION DESCRIPTION
 FQ0753
 FQ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0753'STATION IS APPROXIMATELY 8 MILES WEST AND 10 MILES NORTH OF
 FQ0753'WINSLOW, ALONG THE SOUTH LINE OF THE NAVAJO INDIAN RESERVATION,
 FQ0753'ABOUT 4 MILES EAST OF THE GRAVEL ROAD RUNNING NORTH-NORTHWEST
 FQ0753'FROM U.S. HIGHWAY 66 TO LEUPP, ON THE SOUTHWEST END OF A
 FQ0753'BARE, NARROW SPUR OF A MESA THAT BREAKS ABRUPTLY ON THE WEST
 FQ0753'AND SLOPES GRADUALLY TO THE EAST, AND ON THE HIGHEST POINT
 FQ0753'ALONG THE RESERVATION BOUNDARY BETWEEN THE GRAVEL ROAD AND THE
 FQ0753'LITTLE COLORADO RIVER.  THE MARK IS 33 FEET NORTH OF THE
 FQ0753'BOUNDARY FENCE LINE AND 10 FEET EAST OF THE WEST EDGE OF THE
 FQ0753'MESA.
 FQ0753'
 FQ0753'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 0.2
 FQ0753'MILE WEST OF A LARGE ROCK OUTCROP, AT A T-FENCE SOUTH, AND
 FQ0753'3 FEET NORTH OF THE BOUNDARY FENCE LINE.
 FQ0753'
 FQ0753'TO REACH FROM WINSLOW GO WEST ON U.S. HIGHWAY 66 FROM THE BUSINESS
 FQ0753'DISTRICT.  AT 9.7 MILES TURN RIGHT ON GRAVEL ROAD LEADING TO
 FQ0753'LEUPP, AT 16.6 MILES CROSS CATTLE GUARD AT RESERVATION BOUNDARY
 FQ0753'AND FENCE LINE, AT 17.4 MILES TURN SHARP RIGHT AND FOLLOW TRACK
 FQ0753'ROAD EASTERLY, AT 17.9 MILES, FENCE CORNER AT NORTHWEST
 FQ0753'CORNER OF LARGE ENCLOSURE AND GENERAL LAND OFFICE PIPE, FOLLOW
 FQ0753'TRACK ROAD EAST ALONG NORTH SIDE OF FENCE LINE AND PASS THRU
 FQ0753'2 WIRE GATES, AT 21.2 MILES, AZIMUTH MARK ON RIGHT SIDE OF
 FQ0753'ROAD, AT 21.4 MILES STATION IS ON HIGH POINT AT FENCE LINE
 FQ0753'0.2 MILE TO EAST.  TO REACH WITH TRUCK TAKE LEFT FORK AND
 FQ0753'CIRCLE AROUND BLUFFS.  AT 22.0 MILES, RESERVATION FENCE
 FQ0753'LINE, TURN TO WEST AND PICK ROUTE TO HIGHEST POINT, AT 22.3
 FQ0753'MILES STATION AT SOUTHWEST END OF SPUR MESA.
 FQ0753'
 FQ0753'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FQ0753'AS DESCRIBED.
 FQ0753
 FQ0753                          STATION RECOVERY (1955)
 FQ0753
 FQ0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0753'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 FQ0753
 FQ0753                          STATION RECOVERY (1968)
 FQ0753
 FQ0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0753'RECOVERED AS DESCRIBED BY NGS.  NGS TO REACH IS EXTREMELY ROUGH
 FQ0753'AND SLOW, NEW TO REACH FOLLOWS.
 FQ0753'
 FQ0753'TO REACH FROM WINSLOW POST OFFICE, DRIVE FOUR BLOCKS W. ON THIRD
 FQ0753'STREET TO BERRY AVENUE.  TURN RIGHT ON BERRY AVENUE SIX BLOCKS.
 FQ0753'BEAR LEFT ON NORTH PARK DRIVE 10.6 MI TO RESERVATION BOUNDARY,
 FQ0753'CONTINUE 4.6 MI TOWARD LEUPP.  TURN LEFT 0.5 MI TO RD. RIGHT.  TAKE
 FQ0753'LEFT FORK STRAIGHT AHEAD 0.2 MI TO POWERLINE.  CONTINUE 0.4 MI TO
 FQ0753'HOGANS, THENCE 1.8 MI ON TRACK RD.  TURN LEFT OFF RD. FOLLOWING
 FQ0753'RIDGE 0.3 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2236 ***********************************************************************
 DU2236  SACS        -  This is a Secondary Airport Control Station.
 DU2236  DESIGNATION -  MESAPORT AZ MK
 DU2236  PID         -  DU2236
 DU2236  STATE/COUNTY-  AZ/MARICOPA
 DU2236  USGS QUAD   -  BUCKHORN (1982)
 DU2236
 DU2236                         *CURRENT SURVEY CONTROL
 DU2236  ___________________________________________________________________
 DU2236* NAD 83(2007)-  33 27 50.41191(N)    111 43 21.87274(W)     ADJUSTED  
 DU2236* NAVD 88     -       423.811  (meters)    1390.45   (feet)  ADJUSTED  
 DU2236  ___________________________________________________________________
 DU2236  EPOCH DATE  -        2007.00
 DU2236  X           -  -1,971,457.766 (meters)                     COMP
 DU2236  Y           -  -4,948,336.392 (meters)                     COMP
 DU2236  Z           -   3,497,221.709 (meters)                     COMP
 DU2236  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DU2236  ELLIP HEIGHT-         394.269 (meters)          (02/10/07) ADJUSTED
 DU2236  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU2236  DYNAMIC HT  -         423.310 (meters)    1388.81  (feet)  COMP
 DU2236
 DU2236  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2236  Type    PID    Designation                      North   East  Ellip
 DU2236  -------------------------------------------------------------------
 DU2236  NETWORK DU2236 MESAPORT AZ MK                    0.51   0.47   1.08
 DU2236  -------------------------------------------------------------------
 DU2236  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 DU2236
 DU2236  VERT ORDER  -  FIRST     CLASS II
 DU2236
 DU2236.This mark is at Falcon Field Airport (FFZ)
 DU2236
 DU2236.The horizontal coordinates were established by GPS observations
 DU2236.and adjusted by the National Geodetic Survey in February 2007.
 DU2236
 DU2236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2236.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2236.The horizontal coordinates are valid at the epoch date displayed above.
 DU2236.The epoch date for horizontal control is a decimal equivalence
 DU2236.of Year/Month/Day.
 DU2236
 DU2236.The orthometric height was determined by differential leveling
 DU2236.and adjusted in November 1993.
 DU2236
 DU2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2236
 DU2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2236
 DU2236.The ellipsoidal height was determined by GPS observations
 DU2236.and is referenced to NAD 83.
 DU2236
 DU2236.The geoid height was determined by GEOID03.
 DU2236
 DU2236.The dynamic height is computed by dividing the NAVD 88
 DU2236.geopotential number by the normal gravity value computed on the
 DU2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2236.degrees latitude (g = 980.6199 gals.).
 DU2236
 DU2236.The modeled gravity was interpolated from observed gravity values.
 DU2236
 DU2236;                    North         East     Units Scale Factor Converg.
 DU2236;SPC AZ C     -   273,225.172   231,385.599   MT  0.99990400   +0 06 25.0
 DU2236;SPC AZ C     -   896,408.04    759,139.10   iFT  0.99990400   +0 06 25.0
 DU2236;UTM  12      - 3,702,961.895   432,839.322   MT  0.99965561   -0 23 54.8
 DU2236
 DU2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2236!SPC AZ C     -   0.99993811  x   0.99990400  =   0.99984211
 DU2236!UTM  12      -   0.99993811  x   0.99965561  =   0.99959374
 DU2236
 DU2236:                Primary Azimuth Mark                     Grid Az
 DU2236:SPC AZ C     -  MESAPORT                                 235 53 28.1
 DU2236:UTM  12      -  MESAPORT                                 236 23 47.9
 DU2236
 DU2236|---------------------------------------------------------------------|
 DU2236| PID    Reference Object                     Distance      Geod. Az  |
 DU2236|                                                           dddmmss.s |
 DU2236| DU2231 MESAPORT                            APPROX. 0.6 KM 2355953.1 |
 DU2236|---------------------------------------------------------------------|
 DU2236
 DU2236                          SUPERSEDED SURVEY CONTROL
 DU2236
 DU2236  ELLIP H (01/12/01)  394.326  (m)                       GP(       ) 4 1
 DU2236  NAD 83(1992)-  33 27 50.41077(N)    111 43 21.87157(W) AD(       ) 1
 DU2236  ELLIP H (03/14/97)  394.344  (m)                       GP(       ) 3 1
 DU2236  NAD 83(1992)-  33 27 50.41181(N)    111 43 21.86801(W) AD(       ) 3
 DU2236  ELLIP H (08/23/93)  394.290  (m)                       GP(       ) 4 2
 DU2236  NAD 83(1986)-  33 27 50.40644(N)    111 43 21.86889(W) AD(       ) 3
 DU2236  NAVD 88 (03/14/97)  423.81   (m)         1390.5    (f) LEVELING    3  
 DU2236  NGVD 29 (06/19/89)  423.     (m)         1388.     (f) GPS OBS     3  
 DU2236
 DU2236.Superseded values are not recommended for survey control.
 DU2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2236.See file dsdata.txt to determine how the superseded data were derived.
 DU2236
 DU2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3283902962(NAD 83)
 DU2236_MARKER: DZ = AZIMUTH MARK DISK
 DU2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2236_SP_SET: CONCRETE POST
 DU2236_STAMPING: MESAPORT 1987
 DU2236_MARK LOGO: NGS   
 DU2236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2236+STABILITY: SURFACE MOTION
 DU2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2236+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 DU2236
 DU2236  HISTORY     - Date     Condition        Report By
 DU2236  HISTORY     - 1987     MONUMENTED       NGS
 DU2236  HISTORY     - 1987     GOOD             NGS
 DU2236  HISTORY     - 19920228 GOOD             NGS
 DU2236  HISTORY     - 19951217 GOOD             CHANCE
 DU2236  HISTORY     - 19970515 GOOD             NGS
 DU2236
 DU2236                          STATION DESCRIPTION
 DU2236
 DU2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 DU2236'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI)
 DU2236'NORTHEAST OF MESA, AT THE FALCON FIELD AIRPORT, ON THE NORTHWEST
 DU2236'SIDE OF RUNWAY 04R-22L, ON NORTHEAST SIDE OF TAXIWAY C-2.
 DU2236'NOTE, AN ESCORT TO STATION IS REQUIRED.
 DU2236'OWNERSHIP--CITY OF MESA, MR. MARK MEYERS - ASSISTANT AIRPORT
 DU2236'DIRECTOR, 4800 FALCON DRIVE, MESA AZ 85205, PHONE 602-832-0223.
 DU2236'
 DU2236'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 360
 DU2236'(SUPERSTITION FREEWAY) AND GREENFIELD ROAD IN MESA, GO
 DU2236'NORTH FOR 7.6 KM (4.7 MI) ON GREENFIELD ROAD TO MCKELLIPS ROAD.
 DU2236'TURN RIGHT AND
 DU2236'GO EAST FOR 0.8 KM (0.5 MI) ON MCKELLIPS ROAD TO A SIDE ROAD LEFT.
 DU2236'TURN LEFT AND GO NORTH THEN NORTHWEST FOR 0.6 KM (0.4 MI) ON FALCON
 DU2236'DRIVE TO A LEFT TURN, JUST PAST THE CONTROL TOWER.  TURN LEFT AND
 DU2236'GO NORTHWEST FOR 0.2 KM (0.1 MI) THROUGH AIRCRAFT TIE DOWN AREA.
 DU2236'CONTINUE AHEAD AND
 DU2236'GO NORTHWEST FOR 0.3 KM (0.2 MI) ON TAXIWAY B, CROSSING TAXIWAY D
 DU2236'AND RUNWAY 04R-22L.  TURN RIGHT AND
 DU2236'GO NORTHEAST FOR 0.6 KM (0.4 MI) ON A DIRT MEDIAN BETWEEN RUNWAYS
 DU2236'TO TAXIWAY C AND THE STATION STRAIGHT AHEAD, ON NORTHEAST SIDE OF
 DU2236'TAXIWAY.
 DU2236'
 DU2236'THE STATION IS A STANDARD NGS DISK
 DU2236'STAMPED---MESAPORT 1987---,
 DU2236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2236'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DU2236'38.7 METERS (127.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 DU2236'RUNWAY 22L-4R,
 DU2236'20.1 METERS (66.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 DU2236'TAXIWAY C-2 AND
 DU2236'7.3 METERS (24.0 FT) NORTHEAST FROM AN AIRPORT RUNWAY SIGN (22L).
 DU2236'
 DU2236'CALIFORNIA FAA AIRPORTS, 1987.
 DU2236'
 DU2236'THIS STATION SUITABLE FOR GPS SURVEYS.
 DU2236'
 DU2236'DESCRIBED BY S.E. RANDALL.
 DU2236
 DU2236                          STATION RECOVERY (1987)
 DU2236
 DU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DU2236'RECOVERED IN GOOD CONDITION.
 DU2236
 DU2236                          STATION RECOVERY (1992)
 DU2236
 DU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU2236'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2236'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2236'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, THENCE 0.8 KM
 DU2236'(0.50 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, THENCE 0.7 KM (0.45 MI)
 DU2236'NORTHERLY ALONG FALCON DRIVE, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY
 DU2236'ALONG TAXIWAY B, THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG RUNWAY
 DU2236'22L, 39.0 M (128.0 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY,
 DU2236'22.2 M (72.8 FT) WEST-NORTHWEST OF A RUNWAY LIGHT, 20.0 M (65.6 FT)
 DU2236'NORTHEAST OF THE CENTERLINE OF TAXIWAY C-2, 16.6 M (54.5 FT) EAST OF
 DU2236'A TAXIWAY LIGHT, 6.8 M (22.3 FT) NORTHEAST OF THE NORTH END OF A
 DU2236'FOOTING FOR A SIGN (RUNWAY 22L), 0.3 M (1.0 FT) BELOW THE LEVEL OF
 DU2236'THE TAXIWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DU2236
 DU2236                          STATION RECOVERY (1995)
 DU2236
 DU2236'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU2236'RECOVERED AS DESCRIBED.  FOR ACCESS CONTACT -- CITY OF MESA, MARGIE E
 DU2236'BRABANDT - AIRPORT TENANT ASSISTANT, PHONE (602) 644-2444 THE STATION
 DU2236'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA
 DU2236'ANA SURVEYS 1996
 DU2236
 DU2236                          STATION RECOVERY (1997)
 DU2236
 DU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 DU2236'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF MESA, AT
 DU2236'THE FALCON FIELD AIRPORT, ON THE NORTHWEST SIDE OF RUNWAY 04R-22L, ON
 DU2236'NORTHEAST SIDE OF TAXIWAY C-2.  NOTE, AN ESCORT TO STATION IS
 DU2236'REQUIRED.  OWNERSHIP--CITY OF MESA, MRS.VICTORIA L.  KERR -MANAGEMENT
 DU2236'ASSISTANT 4800 FALCON DRIVE, MESA AZ 85215, PHONE 602-644-2445.  TO
 DU2236'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 360 (SUPERSTITION
 DU2236'FREEWAY) AND GREENFIELD ROAD IN MESA, GO NORTH FOR 7.6 KM (4.70 MI) ON
 DU2236'GREENFIELD ROAD TO MCKELLIPS ROAD.  TURN RIGHT AND GO EAST FOR 0.8 KM
 DU2236'(0.50 MI) ON MCKELLIPS ROAD TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DU2236'NORTH THEN NORTHWEST FOR 0.6 KM (0.35 MI) ON FALCON DRIVE TO A LEFT
 DU2236'TURN, JUST PAST THE CONTROL TOWER.  TURN LEFT AND GO NORTHWEST FOR 0.2
 DU2236'KM (0.10 MI) THROUGH AIRCRAFT TIE DOWN AREA.  CONTINUE AHEAD AND GO
 DU2236'NORTHWEST FOR 0.3 KM (0.20 MI) ON TAXIWAY B, CROSSING TAXIWAY D AND
 DU2236'RUNWAY 04R-22L.  TURN RIGHT AND GO NORTHEAST FOR 0.6 KM (0.35 MI) ON A
 DU2236'DIRT MEDIAN BETWEEN RUNWAYS TO TAXIWAY C AND THE STATION STRAIGHT
 DU2236'AHEAD, ON NORTHEAST SIDE OF TAXIWAY.  THE STATION IS A STANDARD NGS
 DU2236'DISK STAMPED---MESAPORT 1987---, SET INTO THE TOP OF A ROUND CONCRETE
 DU2236'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 38.7 METERS
 DU2236'(127.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF RUNWAY 22L-4R,
 DU2236'20.1 METERS (65.9 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF TAXIWAY
 DU2236'C-2 AND 7.3 METERS (24.0 FT) NORTHEAST FROM AN AIRPORT RUNWAY SIGN
 DU2236'(22L) .  CALIFORNIA FAA AIRPORTS, 1987.  THIS STATION SUITABLE FOR GPS
 DU2236'SURVEYS.  DESCRIBED BY S.E.  RANDALL.  THE STATION IS DESIGNATED AS A
 DU2236'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0986 ***********************************************************************
 CG0986  DESIGNATION -  MESCAL EL PASO NAT GAS CO TK
 CG0986  PID         -  CG0986
 CG0986  STATE/COUNTY-  AZ/COCHISE
 CG0986  USGS QUAD   -  MESCAL (1983)
 CG0986
 CG0986                         *CURRENT SURVEY CONTROL
 CG0986  ___________________________________________________________________
 CG0986* NAD 83(1992)-  31 58 08.17669(N)    110 26 37.30631(W)     ADJUSTED  
 CG0986* NAVD 88     -              **(meters)            **(feet)            
 CG0986  ___________________________________________________________________
 CG0986  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CG0986  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0986  HORZ ORDER  -  THIRD
 CG0986
 CG0986.The horizontal coordinates were established by classical geodetic methods
 CG0986.and adjusted by the National Geodetic Survey in August 1993.
 CG0986
 CG0986
 CG0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0986
 CG0986.The geoid height was determined by GEOID03.
 CG0986
 CG0986;                    North         East     Units Scale Factor Converg.
 CG0986;SPC AZ E     -   107,456.521   187,176.361   MT  0.99990845   -0 08 48.0
 CG0986;SPC AZ E     -   352,547.64    614,095.67   iFT  0.99990845   -0 08 48.0
 CG0986;SPC AZ C     -   108,370.664   352,585.378   MT  1.00013898   +0 46 48.0
 CG0986;SPC AZ C     -   355,546.80  1,156,776.17   iFT  1.00013898   +0 46 48.0
 CG0986;UTM  12      - 3,537,127.820   552,563.940   MT  0.99963407   +0 17 40.4
 CG0986
 CG0986                          SUPERSEDED SURVEY CONTROL
 CG0986
 CG0986  NAD 83(1986)-  31 58 08.17248(N)    110 26 37.30475(W) AD(       ) 4
 CG0986  NAD 27      -  31 58 07.87100(N)    110 26 35.03100(W) AD(       ) 3
 CG0986
 CG0986.Superseded values are not recommended for survey control.
 CG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0986.See file dsdata.txt to determine how the superseded data were derived.
 CG0986
 CG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5256437128(NAD 83)
 CG0986_MARKER: 53 = ELEVATED TANK
 CG0986
 CG0986  HISTORY     - Date     Condition        Report By
 CG0986  HISTORY     - 1960     FIRST OBSERVED   CGS
 CG0986  HISTORY     - 1971     GOOD             NGS
 CG0986
 CG0986                          STATION DESCRIPTION
 CG0986
 CG0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0986'THE STATION IS A 4-LEGGED STEEL STRUCTURE PAINTED WHITE.  HAVING
 CG0986'AN OVER-ALL HEIGHT OF 65 FEET AND THE BALL AT THE APEX WAS THE
 CG0986'POINT OBSERVED UPON.
 CG0986'
 CG0986'TO REACH THE STATION FROM THE POST OFFICE AT BENSON GO WEST ON
 CG0986'U.S. HIGHWAY 80 FOR 8.4 MILES TO THE MESCAL ROAD, JOG NORTH ON
 CG0986'THE MESCAL ROAD THEN GO WEST AND NORTHWEST ON THE MACADAM AND
 CG0986'GRAVEL ROAD FOR 0.65 MILE TO THE STATION.
 CG0986
 CG0986                          STATION RECOVERY (1971)
 CG0986
 CG0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CG0986'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0054 ***********************************************************************
 CG0054  DESIGNATION -  MESCALE
 CG0054  PID         -  CG0054
 CG0054  STATE/COUNTY-  AZ/COCHISE
 CG0054  USGS QUAD   -  MESCAL (1983)
 CG0054
 CG0054                         *CURRENT SURVEY CONTROL
 CG0054  ___________________________________________________________________
 CG0054* NAD 83(1992)-  31 57 44.91798(N)    110 26 04.95194(W)     ADJUSTED  
 CG0054* NAVD 88     -      1286.748  (meters)    4221.61   (feet)  ADJUSTED  
 CG0054  ___________________________________________________________________
 CG0054  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CG0054  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0054  DYNAMIC HT  -        1284.821 (meters)    4215.28  (feet)  COMP
 CG0054  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 CG0054  OBS GRAVITY -     979,092.9   (mgal)                       GRAV_OBS
 CG0054
 CG0054  HORZ ORDER  -  SECOND
 CG0054  VERT ORDER  -  FIRST     CLASS II
 CG0054
 CG0054.The horizontal coordinates were established by classical geodetic methods
 CG0054.and adjusted by the National Geodetic Survey in August 1993.
 CG0054
 CG0054.The orthometric height was determined by differential leveling
 CG0054.and adjusted in June 1991.
 CG0054
 CG0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0054
 CG0054.The geoid height was determined by GEOID03.
 CG0054
 CG0054.The dynamic height is computed by dividing the NAVD 88
 CG0054.geopotential number by the normal gravity value computed on the
 CG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0054.degrees latitude (g = 980.6199 gals.).
 CG0054
 CG0054.The modeled gravity was interpolated from observed gravity values.
 CG0054.The observed gravity was obtained from relative gravimeter ties
 CG0054.to the IGSN71 gravity network.
 CG0054
 CG0054;                    North         East     Units Scale Factor Converg.
 CG0054;SPC AZ E     -   106,738.042   188,024.033   MT  0.99990791   -0 08 30.8
 CG0054;SPC AZ E     -   350,190.43    616,876.75   iFT  0.99990791   -0 08 30.8
 CG0054;SPC AZ C     -   107,665.823   353,444.757   MT  1.00014194   +0 47 04.6
 CG0054;SPC AZ C     -   353,234.33  1,159,595.66   iFT  1.00014194   +0 47 04.6
 CG0054;UTM  12      - 3,536,416.084   553,416.886   MT  0.99963519   +0 17 57.3
 CG0054
 CG0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0054!SPC AZ E     -   0.99980237  x   0.99990791  =   0.99971030
 CG0054!SPC AZ C     -   0.99980237  x   1.00014194  =   0.99994428
 CG0054!UTM  12      -   0.99980237  x   0.99963519  =   0.99943763
 CG0054
 CG0054|---------------------------------------------------------------------|
 CG0054| PID    Reference Object                     Distance      Geod. Az  |
 CG0054|                                                           dddmmss.s |
 CG0054| CG0055 MESCALE RM 1                         12.930 METERS 01754     |
 CG0054| CG0984 HIGHWAY 80 STA 2005+35.5 4221.40     20.391 METERS 04149     |
 CG0054| CG0986 MESCAL EL PASO NAT GAS CO TK        APPROX. 1.1 KM 3100832.7 |
 CG0054|---------------------------------------------------------------------|
 CG0054
 CG0054                          SUPERSEDED SURVEY CONTROL
 CG0054
 CG0054  NAD 83(1986)-  31 57 44.91321(N)    110 26 04.95012(W) AD(       ) 2
 CG0054  NAD 27      -  31 57 44.61160(N)    110 26 02.67780(W) AD(       ) 2
 CG0054  NGVD 29 (??/??/92) 1285.913  (m)         4218.87   (f) ADJ UNCH    1 2
 CG0054
 CG0054.Superseded values are not recommended for survey control.
 CG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0054.See file dsdata.txt to determine how the superseded data were derived.
 CG0054
 CG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5341736416(NAD 83)
 CG0054_MARKER: DS = TRIANGULATION STATION DISK
 CG0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0054_SP_SET: ABUTMENT
 CG0054_STAMPING: MESCALE 1960
 CG0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0054
 CG0054  HISTORY     - Date     Condition        Report By
 CG0054  HISTORY     - 1960     MONUMENTED       CGS
 CG0054  HISTORY     - 1960     GOOD             CGS
 CG0054  HISTORY     - 1979     GOOD             NGS
 CG0054  HISTORY     - 1986     GOOD             AZDT
 CG0054
 CG0054                          STATION DESCRIPTION
 CG0054
 CG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0054'THE STATION IS LOCATED 8.35 MILES WEST OF THE BENSON POST OFFICE,
 CG0054'AT THE SOUTH END OF THE MESCAL OVERPASS.
 CG0054'
 CG0054'THE STATION MARK IS A STANDARD DISK, STAMPED MESCALE 1960, SET IN
 CG0054'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH, IT IS 42
 CG0054'FEET NORTHWEST OF THE INTERSECTION OF 4 ROADS, 42 FEET SOUTH
 CG0054'OF THE SOUTHWEST ABUTMENT OF THE OVERPASS AND 3 FEET SOUTHEAST
 CG0054'OF A WITNESS POST.
 CG0054'
 CG0054'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MESCALE NO 1 1960,
 CG0054'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE OVERPASS
 CG0054'AND 15 FEET WEST OF THE CENTER LINE OF THE ROAD.
 CG0054'
 CG0054'REFERENCE MARK 2 IS AN ARIZONA HIGHWAY DEPARTMENT DISK, STAMPED
 CG0054'4221-40 2005-355 1958, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 CG0054'ABUTMENT OF THE OVERPASS, IT IS 15 FEET EAST OF THE CENTER LINE
 CG0054'OF THE ROAD.
 CG0054
 CG0054                          STATION RECOVERY (1960)
 CG0054
 CG0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0054'8.35 MI W FROM BENSON.
 CG0054'8.35 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S.
 CG0054'HIGHWAY 80, 42.0 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CG0054'CENTERLINES OF THE SOUTH SERVICE RAMPS AND THE MESCAL OVERPASS ROAD,
 CG0054'42.0 FEET SOUTH OF THE SOUTHWEST ABUTMENT OF THE OVERPASS.
 CG0054
 CG0054                          STATION RECOVERY (1979)
 CG0054
 CG0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0054'8.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0054'OVERPASS AT BENSON, SET ON THE NORTHWEST CORNER OF MESCAL ROAD AND
 CG0054'THE EASTBOUND INTERSTATE 10 OFF-RAMP, 30 FEET WEST OF THE CENTERLINE
 CG0054'OF MESCAL ROAD, 42 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 CG0054'THE MESCAL ROAD OVERPASS OVER INTERSTATE 10, 22.5 FEET NORTH OF THE
 CG0054'CENTERLINE OF THE OFF-RAMP ROAD AND 6 FEET NORTHWEST OF A STEEL GUARD
 CG0054'RAIL.  MARK IS SET FLUSH WITH THE CONCRETE OVERLAY OVER THE EXIT
 CG0054'RAMP FILL.
 CG0054'THE MARK IS 1 FT BELOW MESCAL ROAD.
 CG0054
 CG0054                          STATION RECOVERY (1986)
 CG0054
 CG0054'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0054'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CG0054'THE 1960 DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0055 ***********************************************************************
 CG0055  DESIGNATION -  MESCALE RM 1
 CG0055  PID         -  CG0055
 CG0055  STATE/COUNTY-  AZ/COCHISE
 CG0055  USGS QUAD   -  MESCAL (1983)
 CG0055
 CG0055                         *CURRENT SURVEY CONTROL
 CG0055  ___________________________________________________________________
 CG0055* NAD 83(1986)-  31 57 44.     (N)    110 26 04.     (W)     SCALED    
 CG0055* NAVD 88     -      1287.100  (meters)    4222.76   (feet)  ADJUSTED  
 CG0055  ___________________________________________________________________
 CG0055  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0055  DYNAMIC HT  -        1285.172 (meters)    4216.44  (feet)  COMP
 CG0055  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 CG0055
 CG0055  VERT ORDER  -  FIRST     CLASS II
 CG0055
 CG0055.The horizontal coordinates were scaled from a topographic map and have
 CG0055.an estimated accuracy of +/- 6 seconds.
 CG0055
 CG0055.The orthometric height was determined by differential leveling
 CG0055.and adjusted in June 1991.
 CG0055
 CG0055.The geoid height was determined by GEOID03.
 CG0055
 CG0055.The dynamic height is computed by dividing the NAVD 88
 CG0055.geopotential number by the normal gravity value computed on the
 CG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0055.degrees latitude (g = 980.6199 gals.).
 CG0055
 CG0055.The modeled gravity was interpolated from observed gravity values.
 CG0055
 CG0055;                    North         East    Units  Estimated Accuracy
 CG0055;SPC AZ E     -   106,710.      188,050.      MT  (+/- 180 meters Scaled)
 CG0055
 CG0055                          SUPERSEDED SURVEY CONTROL
 CG0055
 CG0055  NGVD 29 (??/??/92) 1286.262  (m)         4220.01   (f) ADJ UNCH    1 2
 CG0055
 CG0055.Superseded values are not recommended for survey control.
 CG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0055.See file dsdata.txt to determine how the superseded data were derived.
 CG0055
 CG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA534363(NAD 83)
 CG0055_MARKER: DR = REFERENCE MARK DISK
 CG0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0055_SP_SET: ABUTMENT
 CG0055_STAMPING: MESCALE NO 1 1960
 CG0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0055
 CG0055  HISTORY     - Date     Condition        Report By
 CG0055  HISTORY     - 1960     MONUMENTED       CGS
 CG0055  HISTORY     - 1979     GOOD             NGS
 CG0055
 CG0055                          STATION DESCRIPTION
 CG0055
 CG0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0055'8.35 MI W FROM BENSON.
 CG0055'8.35 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0055'80, CEMENTED IN A DRILL-HOLE IN THE SOUTHWEST ABUTMENT OF THE
 CG0055'OVERPASS, 15.0 FEET WEST OF THE CENTER OF THE ROAD.
 CG0055
 CG0055                          STATION RECOVERY (1979)
 CG0055
 CG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0055'8.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0055'OVERPASS AT BENSON, SET IN TOP OF A SMALL LEDGE ON THE SOUTHWEST
 CG0055'CORNER OF THE SOUTH ABUTMENT OF THE MESCAL ROAD OVERPASS BRIDGE,
 CG0055'16.5 FEET WEST OF THE CENTERLINE OF MESCAL ROAD AND 42 FEET NORTH-
 CG0055'NORTHEAST OF THE STATION.
 CG0055'THE MARK IS 1 FT ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0261 ***********************************************************************
 GO0261  DESIGNATION -  MESITA
 GO0261  PID         -  GO0261
 GO0261  STATE/COUNTY-  AZ/APACHE
 GO0261  USGS QUAD   -  ROCK POINT SW (1968)
 GO0261
 GO0261                         *CURRENT SURVEY CONTROL
 GO0261  ___________________________________________________________________
 GO0261* NAD 83(1992)-  36 30 09.87732(N)    109 43 27.14930(W)     ADJUSTED  
 GO0261* NAVD 88     -      1742.5    (meters)    5717.     (feet)  VERTCON   
 GO0261  ___________________________________________________________________
 GO0261  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GO0261  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GO0261  HORZ ORDER  -  THIRD
 GO0261
 GO0261.The horizontal coordinates were established by classical geodetic methods
 GO0261.and adjusted by the National Geodetic Survey in August 1993.
 GO0261
 GO0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0261
 GO0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0261
 GO0261.The geoid height was determined by GEOID03.
 GO0261
 GO0261;                    North         East     Units Scale Factor Converg.
 GO0261;SPC AZ E     -   610,384.635   252,995.100   MT  0.99991935   +0 15 47.5
 GO0261;SPC AZ E     - 2,002,574.26    830,036.42   iFT  0.99991935   +0 15 47.5
 GO0261;UTM  12      - 4,040,469.171   614,252.632   MT  0.99976083   +0 45 32.4
 GO0261
 GO0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0261!SPC AZ E     -   0.99972982  x   0.99991935  =   0.99964919
 GO0261!UTM  12      -   0.99972982  x   0.99976083  =   0.99949071
 GO0261
 GO0261:                Primary Azimuth Mark                     Grid Az
 GO0261:SPC AZ E     -  BRINDLE                                  351 55 04.5
 GO0261:UTM  12      -  BRINDLE                                  351 25 19.6
 GO0261
 GO0261|---------------------------------------------------------------------|
 GO0261| PID    Reference Object                     Distance      Geod. Az  |
 GO0261|                                                           dddmmss.s |
 GO0261| GO0242 BRINDLE                             APPROX.18.4 KM 3521052.0 |
 GO0261|---------------------------------------------------------------------|
 GO0261
 GO0261                          SUPERSEDED SURVEY CONTROL
 GO0261
 GO0261  NAD 83(1986)-  36 30 09.87749(N)    109 43 27.14887(W) AD(       ) 3
 GO0261  NGVD 29 (08/22/88) 1741.6    (m)         5714.     (f) VERT ANG    3  
 GO0261
 GO0261.Superseded values are not recommended for survey control.
 GO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0261.See file dsdata.txt to determine how the superseded data were derived.
 GO0261
 GO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1425340469(NAD 83)
 GO0261_MARKER: DS = TRIANGULATION STATION DISK
 GO0261_SETTING: 80 = SET IN A BOULDER
 GO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0261+STABILITY: SURFACE MOTION
 GO0261
 GO0261  HISTORY     - Date     Condition        Report By
 GO0261  HISTORY     - 1949     MONUMENTED       USGS
 GO0261  HISTORY     - 1968     GOOD             USGS
 GO0261
 GO0261                          STATION DESCRIPTION
 GO0261
 GO0261'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0261'LOCATED ABOUT 13 MI SSW. OF ROCK POINT TRADING POST, 12 MI W. OF
 GO0261'ROUND ROCK, 1 MI N. OF NE.-SW. RD., 0.8 MI E. OF N.-S. RD.  ON
 GO0261'LOW, FLAT KNOLL 30 FT W. OF EAST POINT, 305 FT SE. OF NORTH EDGE
 GO0261'AND 375 FT N. OF SOUTH EDGE.  A WINDMILL IS 1.5 MI NW. OF
 GO0261'STATION.
 GO0261'
 GO0261'TO REACH FROM ROCK POINT TRADING POST, DRIVE 2.9 MI S. ON MAIN
 GO0261'RD. TO IRRIGATION DITCH.  TURN RIGHT 0.7 MI W. TO WASH AND
 GO0261'DIVERSION DITCH HEAD.  CROSS DRAW TURNING LEFT (SW.) AT TOP OF
 GO0261'GRADE 14.3 MI TO DIM RD. FORKS.  TURN RIGHT 1 MI W. TO
 GO0261'ROCK-BOUNDED SAND KNOLL AND STATION ON EAST EDGE.
 GO0261'
 GO0261'STATION MARK--STANDARD TABLET STAMPED---MESITA 1949---, CEMENTED IN
 GO0261'ROCK 1.2 FT BELOW SURFACE.
 GO0261'
 GO0261'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GO0261'
 GO0261'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GO0261
 GO0261                          STATION RECOVERY (1968)
 GO0261
 GO0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0261'RECOVERED AS DESCRIBED BY USGS IN 1949.  RMS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0167 ***********************************************************************
 CH0167  DESIGNATION -  MESQUITE
 CH0167  PID         -  CH0167
 CH0167  STATE/COUNTY-  AZ/PIMA
 CH0167  USGS QUAD   -  CHUPAN MOUNTAIN (1988)
 CH0167
 CH0167                         *CURRENT SURVEY CONTROL
 CH0167  ___________________________________________________________________
 CH0167* NAD 83(1992)-  31 53 34.86796(N)    112 26 43.69114(W)     ADJUSTED  
 CH0167* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 CH0167  ___________________________________________________________________
 CH0167  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 CH0167  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 CH0167  HORZ ORDER  -  THIRD
 CH0167
 CH0167.The horizontal coordinates were established by classical geodetic methods
 CH0167.and adjusted by the National Geodetic Survey in August 1993.
 CH0167
 CH0167.The orthometric height was scaled from a topographic map.
 CH0167
 CH0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0167
 CH0167.The geoid height was determined by GEOID03.
 CH0167
 CH0167;                    North         East     Units Scale Factor Converg.
 CH0167;SPC AZ C     -    99,127.473   163,338.489   MT  0.99993085   -0 16 45.8
 CH0167;SPC AZ C     -   325,221.37    535,887.43   iFT  0.99993085   -0 16 45.8
 CH0167;UTM  12      - 3,529,488.876   363,302.909   MT  0.99983045   -0 45 49.7
 CH0167
 CH0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0167!SPC AZ C     -   0.99982351  x   0.99993085  =   0.99975437
 CH0167!UTM  12      -   0.99982351  x   0.99983045  =   0.99965399
 CH0167
 CH0167                          SUPERSEDED SURVEY CONTROL
 CH0167
 CH0167  NAD 83(1986)-  31 53 34.85915(N)    112 26 43.69145(W) AD(       ) 3
 CH0167  NAD 27      -  31 53 34.62070(N)    112 26 41.25100(W) AD(       ) 3
 CH0167
 CH0167.Superseded values are not recommended for survey control.
 CH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0167.See file dsdata.txt to determine how the superseded data were derived.
 CH0167
 CH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA6330329489(NAD 83)
 CH0167_MARKER: DS = TRIANGULATION STATION DISK
 CH0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CH0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0167+STABILITY: SURFACE MOTION
 CH0167
 CH0167  HISTORY     - Date     Condition        Report By
 CH0167  HISTORY     - 1920     MONUMENTED       CGS
 CH0167
 CH0167                          STATION DESCRIPTION
 CH0167
 CH0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CH0167'ON THE HIGHEST POINT OF MESQUITE MOUNTAIN, 53 MILES SOUTHEAST
 CH0167'OF AJO AND 4 MILES, AIR LINE, EAST OF THE INDIAN VILLAGE OF
 CH0167'COCHIVE.  MARKED BY A STANDARD BRONZE DISK.
 CH0167'REFERENCE MARK IS 25 PACES, N 15 DEG E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2442 ***********************************************************************
 CZ2442  DESIGNATION -  MESQUITE
 CZ2442  PID         -  CZ2442
 CZ2442  STATE/COUNTY-  AZ/GRAHAM
 CZ2442  USGS QUAD   -  TELEGRAPH WASH (1972)
 CZ2442
 CZ2442                         *CURRENT SURVEY CONTROL
 CZ2442  ___________________________________________________________________
 CZ2442* NAD 83(1986)-  32 53 17.     (N)    110 00 41.     (W)     SCALED    
 CZ2442* NAVD 88     -      1019.51   (+/-2cm)    3344.8    (feet)  VERTCON   
 CZ2442  ___________________________________________________________________
 CZ2442  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CZ2442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ2442
 CZ2442.The horizontal coordinates were scaled from a topographic map and have
 CZ2442.an estimated accuracy of +/- 6 seconds.
 CZ2442
 CZ2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2442.The vertical order pertains to the NGVD 29 superseded value.
 CZ2442
 CZ2442.The geoid height was determined by GEOID03.
 CZ2442
 CZ2442;                    North         East    Units  Estimated Accuracy
 CZ2442;SPC AZ E     -   209,350.      227,890.      MT  (+/- 180 meters Scaled)
 CZ2442
 CZ2442                          SUPERSEDED SURVEY CONTROL
 CZ2442
 CZ2442  NGVD 29 (??/??/92) 1018.85   (m)         3342.7    (f) COMPUTED    2 0
 CZ2442
 CZ2442.Superseded values are not recommended for survey control.
 CZ2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2442.See file dsdata.txt to determine how the superseded data were derived.
 CZ2442
 CZ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB924393(NAD 83)
 CZ2442_MARKER: DS = TRIANGULATION STATION DISK
 CZ2442_SETTING: 80 = SET IN A BOULDER
 CZ2442_SP_SET: BOULDER
 CZ2442_STAMPING: MESQUITE 1943
 CZ2442_MARK LOGO: USGS  
 CZ2442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2442+STABILITY: SURFACE MOTION
 CZ2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2442+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1972
 CZ2442
 CZ2442  HISTORY     - Date     Condition        Report By
 CZ2442  HISTORY     - 1943     MONUMENTED       USGS
 CZ2442  HISTORY     - 19720131 GOOD             USGS
 CZ2442
 CZ2442                          STATION DESCRIPTION
 CZ2442
 CZ2442'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CZ2442'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CZ2442'ALONG U S HIGHWAY 70, THENCE 7.5 MILES SOUTHWEST ALONG A GRADED ROAD,
 CZ2442'ABOUT 0.4 MILES SOUTHWEST OF A ROAD FORK SOUTHEAST, 215 FEET
 CZ2442'NORTHEAST OF THE JUNCTION OF AN ABANDONED ROAD EAST, 43 FEET
 CZ2442'SOUTHEAST AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE GRADED
 CZ2442'ROAD, 36 FEET NORTHWEST OF THE CENTERLINE OF AN ABANDONED ROAD, 3
 CZ2442'FEET NORTH OF A WITNESS POST, IN A BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0597 ***********************************************************************
 FQ0597  DESIGNATION -  METEOR
 FQ0597  PID         -  FQ0597
 FQ0597  STATE/COUNTY-  AZ/COCONINO
 FQ0597  USGS QUAD   -  METEOR CRATER (1983)
 FQ0597
 FQ0597                         *CURRENT SURVEY CONTROL
 FQ0597  ___________________________________________________________________
 FQ0597* NAD 83(1992)-  35 01 45.96215(N)    111 01 44.88244(W)     ADJUSTED  
 FQ0597* NAVD 88     -      1745.35   (+/-2cm)    5726.2    (feet)  VERTCON   
 FQ0597  ___________________________________________________________________
 FQ0597  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FQ0597  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0597  HORZ ORDER  -  SECOND
 FQ0597  VERT ORDER  -  THIRD ? (See Below)
 FQ0597
 FQ0597.The horizontal coordinates were established by classical geodetic methods
 FQ0597.and adjusted by the National Geodetic Survey in August 1993.
 FQ0597
 FQ0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0597.The vertical order pertains to the NGVD 29 superseded value.
 FQ0597
 FQ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0597
 FQ0597.The geoid height was determined by GEOID03.
 FQ0597
 FQ0597;                    North         East     Units Scale Factor Converg.
 FQ0597;SPC AZ C     -   447,199.369   294,345.223   MT  0.99998081   +0 30 34.1
 FQ0597;SPC AZ C     - 1,467,189.53    965,699.55   iFT  0.99998081   +0 30 34.1
 FQ0597;UTM  12      - 3,876,307.571   497,342.426   MT  0.99960009   -0 01 00.2
 FQ0597
 FQ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0597!SPC AZ C     -   0.99972989  x   0.99998081  =   0.99971070
 FQ0597!UTM  12      -   0.99972989  x   0.99960009  =   0.99933009
 FQ0597
 FQ0597:                Primary Azimuth Mark                     Grid Az
 FQ0597:SPC AZ C     -  METEOR AZ MK                             027 44 37.4
 FQ0597:UTM  12      -  METEOR AZ MK                             028 16 11.7
 FQ0597
 FQ0597|---------------------------------------------------------------------|
 FQ0597| PID    Reference Object                     Distance      Geod. Az  |
 FQ0597|                                                           dddmmss.s |
 FQ0597| CH3648 METEOR AZ MK                                       0281511.5 |
 FQ0597| FQ0755 LOS ANGELES ALBUQ AWY BCN 45        APPROX. 6.1 KM 0430345.6 |
 FQ0597| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX.39.3 KM 0901804.1 |
 FQ0597| FQ0744 WINSLOW AIRPORT BEACON              APPROX.28.6 KM 0913351.2 |
 FQ0597| CH3649 METEOR RM 1                           3.316 METERS 26745     |
 FQ0597| FQ0600 LOS ANGELES ALBUQ AWY BCN 43 B      APPROX.19.2 KM 2970158.8 |
 FQ0597| CH3650 METEOR RM 2                          13.801 METERS 35657     |
 FQ0597|---------------------------------------------------------------------|
 FQ0597
 FQ0597                          SUPERSEDED SURVEY CONTROL
 FQ0597
 FQ0597  NAD 83(1986)-  35 01 45.95577(N)    111 01 44.88567(W) AD(       ) 2
 FQ0597  NAD 27      -  35 01 45.89800(N)    111 01 42.37700(W) AD(       ) 2
 FQ0597  NGVD 29 (07/19/86) 1744.48   (m)         5723.3    (f) LEVELING    3  
 FQ0597
 FQ0597.Superseded values are not recommended for survey control.
 FQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0597.See file dsdata.txt to determine how the superseded data were derived.
 FQ0597
 FQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9734276308(NAD 83)
 FQ0597_MARKER: DS = TRIANGULATION STATION DISK
 FQ0597_SETTING: 80 = SET IN A BOULDER
 FQ0597_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FQ0597
 FQ0597  HISTORY     - Date     Condition        Report By
 FQ0597  HISTORY     - 1936     MONUMENTED       CGS
 FQ0597  HISTORY     - 1953     GOOD             CGS
 FQ0597  HISTORY     - 1955     GOOD             CGS
 FQ0597  HISTORY     - 1959     GOOD             CGS
 FQ0597
 FQ0597                          STATION DESCRIPTION
 FQ0597
 FQ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0597'THE STATION IS ON THE NORTHWEST AND HIGHEST POINT OF THE RIM
 FQ0597'OF METEOR CRATER, LYING ABOUT 18 MILES WEST OF WINSLOW, AND
 FQ0597'ABOUT 4.4 MILES SOUTH OF U.S. HIGHWAY 66.  THE STATION MARK
 FQ0597'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 FQ0597'
 FQ0597'TO REACH FROM WINSLOW, GO WEST ON U.S. HIGHWAY 66 ABOUT 20
 FQ0597'MILES TO RIMMY JIMS TRADING POST.  TURN LEFT HERE AND GO SOUTH
 FQ0597'ON THE METEOR CRATER ROAD 4.4 MILES TO A FORK.  HERE TURN LEFT
 FQ0597'AND GO SOUTHEAST 0.9 MILE TO THE ENTRANCE HOUSE ON THE RIM.
 FQ0597'THE STATION IS ABOUT ONE-FOURTH MILE SOUTHWEST OF THE ENTRANCE
 FQ0597'HOUSE WHICH IS THE END OF TRUCK TRAVEL.  PACK ALONG THE RIM ON
 FQ0597'A FOOT PATH ABOUT ONE-FOURTH MILE TO THE STATION ON THE HIGHEST
 FQ0597'POINT.
 FQ0597'
 FQ0597'REFERENCE MARK NO. 1 IS WEST OF THE STATION, SET IN A BOULDER
 FQ0597'WHICH PROJECTS ABOUT 18 INCHES.
 FQ0597'
 FQ0597'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, SET IN
 FQ0597'A HUGE BOULDER WHICH PROJECTS ABOUT 36 INCHES.
 FQ0597'
 FQ0597'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 FQ0597'60 YARDS NORTHWEST OF THE ENTRANCE HOUSE, AND ABOUT 20 YARDS
 FQ0597'NORTH OF FENCE.  IT IS SET IN OUTCROPPING BOULDER WHICH PROJECTS
 FQ0597'ABOUT 4 INCHES.
 FQ0597'
 FQ0597'ALL LIGHTS VISIBLE FROM THE GROUND AT THIS STATION.
 FQ0597'
 FQ0597'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED IN
 FQ0597'THERE IS NO UNDERGROUND MARK.
 FQ0597
 FQ0597                          STATION RECOVERY (1953)
 FQ0597
 FQ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 FQ0597'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 FQ0597'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 FQ0597'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--
 FQ0597'
 FQ0597'THE ENTRANCE HOUSE IS NOW ON THE NE RIM.
 FQ0597'
 FQ0597'THE HOUSE, MENTIONED IN THE DESCRIPTION, STILL STANDS AND CAN
 FQ0597'BE REACHED BY FOLLOWING A TRACK ROAD WHICH LEADS SW UP THE SIDE
 FQ0597'OF THE CRATER FROM A POINT ON THE MAIN ROAD AT THE FOOT OF THE
 FQ0597'RIM DIRECTLY BELOW THE ENTRANCE BUILDING.
 FQ0597
 FQ0597                          STATION RECOVERY (1955)
 FQ0597
 FQ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0597'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 FQ0597'CONDITION.  THE DESCRIPTION IN THE RECOVERY NOTE BY L.W.Q. IN
 FQ0597'1953 IS COMPLETE AND ADEQUATE.
 FQ0597
 FQ0597                          STATION RECOVERY (1959)
 FQ0597
 FQ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 FQ0597'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FQ0597'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 FQ0597'WAS SEARCHED FOR BUT NOT RECOVERED.
 FQ0597'
 FQ0597'THE LOCATION OF THE ENTRANCE HOUSE HAS BEEN CHANGED.  A NEW
 FQ0597'AND COMPLETE TO REACH FOLLOWS.
 FQ0597'
 FQ0597'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO WEST
 FQ0597'ON U.S. HIGHWAY 66 FOR 19.6 MILES TO A SIDE ROAD LEFT, JUST
 FQ0597'BEFORE REACHING RIMMY JIMS TRADING POST ON THE RIGHT.  TURN
 FQ0597'LEFT ACROSS CATTLE GUARD AND FOLLOW MACADAM ROAD SOUTH AND
 FQ0597'EAST FOR 5.0 MILES.  HERE LEAVE THE MACADAM ROAD AND FOLLOW
 FQ0597'GRAVELED ROAD SOUTHEAST FOR 0.55 MILE TO THE REMAINS OF THE OLD
 FQ0597'ENTRANCE HOUSE.  FROM HERE PACK SOUTHWEST TO THE HIGHEST PART
 FQ0597'OF THE RIM AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0598 ***********************************************************************
 FQ0598  DESIGNATION -  METEOR CRATER OBS SE COR
 FQ0598  PID         -  FQ0598
 FQ0598  STATE/COUNTY-  AZ/COCONINO
 FQ0598  USGS QUAD   -  METEOR CRATER (1983)
 FQ0598
 FQ0598                         *CURRENT SURVEY CONTROL
 FQ0598  ___________________________________________________________________
 FQ0598* NAD 83(1992)-  35 06 13.73728(N)    111 01 20.16121(W)     ADJUSTED  
 FQ0598* NAVD 88     -              **(meters)            **(feet)            
 FQ0598  ___________________________________________________________________
 FQ0598  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FQ0598  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FQ0598  HORZ ORDER  -  THIRD
 FQ0598
 FQ0598.The horizontal coordinates were established by classical geodetic methods
 FQ0598.and adjusted by the National Geodetic Survey in August 1993.
 FQ0598
 FQ0598
 FQ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0598
 FQ0598.The geoid height was determined by GEOID03.
 FQ0598
 FQ0598;                    North         East     Units Scale Factor Converg.
 FQ0598;SPC AZ C     -   455,456.552   294,897.828   MT  0.99998191   +0 30 51.7
 FQ0598;SPC AZ C     - 1,494,280.03    967,512.56   iFT  0.99998191   +0 30 51.7
 FQ0598;UTM  12      - 3,884,556.180   497,970.669   MT  0.99960005   -0 00 46.1
 FQ0598
 FQ0598                          SUPERSEDED SURVEY CONTROL
 FQ0598
 FQ0598  NAD 83(1986)-  35 06 13.73120(N)    111 01 20.16434(W) AD(       ) 4
 FQ0598  NAD 27      -  35 06 13.68000(N)    111 01 17.65000(W) AD(       ) 3
 FQ0598
 FQ0598.Superseded values are not recommended for survey control.
 FQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0598.See file dsdata.txt to determine how the superseded data were derived.
 FQ0598
 FQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9797184556(NAD 83)
 FQ0598
 FQ0598  HISTORY     - Date     Condition        Report By
 FQ0598  HISTORY     - 1936     MONUMENTED       CGS
 FQ0598  HISTORY     - 1955     GOOD             CGS
 FQ0598
 FQ0598                          STATION DESCRIPTION
 FQ0598
 FQ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0598'(NO PREVIOUS DESCRIPTION)--THE STATION WAS NOT VISITED, BUT
 FQ0598'IT WAS POINTED ON FOR AN AZIMUTH IN A PICTURE-POINT LOCATION.
 FQ0598'THE DESCRIPTION GIVEN IN THE NOTE FOR STATION LOCKE 1936 APPEARS
 FQ0598'TO BE SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0927 ***********************************************************************
 FQ0927  DESIGNATION -  METZ MTN
 FQ0927  PID         -  FQ0927
 FQ0927  STATE/COUNTY-  AZ/COCONINO
 FQ0927  USGS QUAD   -  DUTTON HILL (1980)
 FQ0927
 FQ0927                         *CURRENT SURVEY CONTROL
 FQ0927  ___________________________________________________________________
 FQ0927* NAD 83(1992)-  35 07 06.38352(N)    111 49 34.13399(W)     ADJUSTED  
 FQ0927* NAVD 88     -      2335.0    (meters)    7661.     (feet)  VERTCON   
 FQ0927  ___________________________________________________________________
 FQ0927  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 FQ0927  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FQ0927  HORZ ORDER  -  THIRD
 FQ0927
 FQ0927.The horizontal coordinates were established by classical geodetic methods
 FQ0927.and adjusted by the National Geodetic Survey in August 1993.
 FQ0927
 FQ0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0927
 FQ0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0927
 FQ0927.The geoid height was determined by GEOID03.
 FQ0927
 FQ0927;                    North         East     Units Scale Factor Converg.
 FQ0927;SPC AZ C     -   456,716.567   221,610.505   MT  0.99990084   +0 03 07.5
 FQ0927;SPC AZ C     - 1,498,413.93    727,068.59   iFT  0.99990084   +0 03 07.5
 FQ0927;UTM  12      - 3,886,489.951   424,720.497   MT  0.99966984   -0 28 31.0
 FQ0927
 FQ0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0927!SPC AZ C     -   0.99963727  x   0.99990084  =   0.99953815
 FQ0927!UTM  12      -   0.99963727  x   0.99966984  =   0.99930723
 FQ0927
 FQ0927|---------------------------------------------------------------------|
 FQ0927| PID    Reference Object                     Distance      Geod. Az  |
 FQ0927|                                                           dddmmss.s |
 FQ0927| CS3984 METZ MTN RM 2                         8.525 METERS 10856     |
 FQ0927| FR1042 ROUND MTN                           APPROX.24.3 KM 2570015.6 |
 FQ0927| CS3983 METZ MTN                              5.904 METERS 34307     |
 FQ0927|---------------------------------------------------------------------|
 FQ0927
 FQ0927                          SUPERSEDED SURVEY CONTROL
 FQ0927
 FQ0927  NAD 83(1986)-  35 07 06.38080(N)    111 49 34.13069(W) AD(       ) 3
 FQ0927  NGVD 29 (04/23/90) 2334.0    (m)         7657.     (f) VERT ANG    3  
 FQ0927
 FQ0927.Superseded values are not recommended for survey control.
 FQ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0927.See file dsdata.txt to determine how the superseded data were derived.
 FQ0927
 FQ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2472086490(NAD 83)
 FQ0927_MARKER: DS = TRIANGULATION STATION DISK
 FQ0927_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0927_SP_SET: SET IN ROCK OUTCROP
 FQ0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0927+STABILITY: POSITION/ELEVATION WELL
 FQ0927
 FQ0927  HISTORY     - Date     Condition        Report By
 FQ0927  HISTORY     - 1962     MONUMENTED       USGS
 FQ0927
 FQ0927                          STATION DESCRIPTION
 FQ0927
 FQ0927'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FQ0927'LOCATED ABOUT 11 MI SW. OF FLAGSTAFF, ABOUT 8.5 MI S. OF
 FQ0927'BELLEMONT, ABOUT 1.2 MI NW. OF MILL PARK.  ON TIMBER-COVERED TOP
 FQ0927'BARE ON SOUTHWEST SIDE, KNOWN LOCALLY AS DUTTON HILL.
 FQ0927'
 FQ0927'TO REACH FROM SANTA FE RR STATION IN FLAGSTAFF, GO 3.5 MI W. ON
 FQ0927'U.S. HWY. 66 TO T-RD. LEFT.  TURN LEFT FOLLOWING MAIN-TRAVELED RD.
 FQ0927'10.9 MI TO X-RD. IN MILL PARK.  TURN RIGHT LEAVING MAIN-TRAVELED
 FQ0927'RD. FOLLOWING RD. 0.2 MI TO Y-RD. FORK.  TAKE RIGHT FORK 1.7 MI TO
 FQ0927'Y-RD. FORK.  TAKE RIGHT FORK TRACK RD. 1.1 MI.  TURN RIGHT 0.3 MI
 FQ0927'NE. TO HIGHEST POINT AND STATION.  4-WHEEL DRIVE CAN BE TAKEN TO
 FQ0927'TOP.
 FQ0927'
 FQ0927'STATION MARK--STANDARD TABLET STAMPED---METZ MTN 1962---, CEMENTED
 FQ0927'IN ROCK OUTCROP.
 FQ0927'
 FQ0927'RM 1--USDA DISK
 FQ0927'STAMPED---FIRE CONTROL VISIBLE AREA MAP POINT METZ MTN 7-2-38---,
 FQ0927'CEMENTED IN ROCK OUTCROP.
 FQ0927'
 FQ0927'RM 2--STANDARD TABLET STAMPED---NO 2 1962---, CEMENTED IN ROCK
 FQ0927'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9435 ***********************************************************************
 DG9435  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9435  DESIGNATION -  MEYERS
 DG9435  PID         -  DG9435
 DG9435  STATE/COUNTY-  AZ/COCHISE
 DG9435  USGS QUAD   -  PORTAL (1987)
 DG9435
 DG9435                         *CURRENT SURVEY CONTROL
 DG9435  ___________________________________________________________________
 DG9435* NAD 83(2007)-  31 55 54.05077(N)    109 10 40.51349(W)     ADJUSTED  
 DG9435* NAVD 88     -      1601.34   (meters)    5253.7    (feet)  GPS OBS   
 DG9435  ___________________________________________________________________
 DG9435  EPOCH DATE  -        2007.00
 DG9435  X           -  -1,780,289.402 (meters)                     COMP
 DG9435  Y           -  -5,118,645.172 (meters)                     COMP
 DG9435  Z           -   3,354,837.678 (meters)                     COMP
 DG9435  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 DG9435  ELLIP HEIGHT-        1575.247 (meters)          (02/10/07) ADJUSTED
 DG9435  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DG9435
 DG9435  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9435  Type    PID    Designation                      North   East  Ellip
 DG9435  -------------------------------------------------------------------
 DG9435  NETWORK DG9435 MEYERS                            1.20   1.12   2.49
 DG9435  -------------------------------------------------------------------
 DG9435
 DG9435.The horizontal coordinates were established by GPS observations
 DG9435.and adjusted by the National Geodetic Survey in February 2007.
 DG9435
 DG9435.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9435.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9435.The horizontal coordinates are valid at the epoch date displayed above.
 DG9435.The epoch date for horizontal control is a decimal equivalence
 DG9435.of Year/Month/Day.
 DG9435
 DG9435.The orthometric height was determined by GPS observations and a
 DG9435.high-resolution geoid model.
 DG9435.The orthometric height was determined by GPS observations and a
 DG9435.high-resolution geoid model using precise GPS observation and
 DG9435.processing techniques.
 DG9435
 DG9435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9435
 DG9435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9435
 DG9435.The ellipsoidal height was determined by GPS observations
 DG9435.and is referenced to NAD 83.
 DG9435
 DG9435.The geoid height was determined by GEOID03.
 DG9435
 DG9435;                    North         East     Units Scale Factor Converg.
 DG9435;SPC AZ E     -   103,718.809   306,851.662   MT  1.00000776   +0 31 22.8
 DG9435;SPC AZ E     -   340,284.81  1,006,731.17   iFT  1.00000776   +0 31 22.8
 DG9435;UTM  12      - 3,534,311.944   672,245.537   MT  0.99996590   +0 57 50.2
 DG9435
 DG9435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9435!SPC AZ E     -   0.99975272  x   1.00000776  =   0.99976048
 DG9435!UTM  12      -   0.99975272  x   0.99996590  =   0.99971863
 DG9435
 DG9435                          SUPERSEDED SURVEY CONTROL
 DG9435
 DG9435  NAD 83(1992)-  31 55 54.05048(N)    109 10 40.51288(W) AD(       ) A
 DG9435  ELLIP H (03/22/05) 1575.260  (m)                       GP(       ) 4 1
 DG9435
 DG9435.Superseded values are not recommended for survey control.
 DG9435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9435.See file dsdata.txt to determine how the superseded data were derived.
 DG9435
 DG9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7224634312(NAD 83)
 DG9435_MARKER: DD = SURVEY DISK
 DG9435_SETTING: 66 = SET IN ROCK OUTCROP
 DG9435_STAMPING: MEYERS
 DG9435_MARK LOGO: AZ-003
 DG9435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG9435+STABILITY: POSITION/ELEVATION WELL
 DG9435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9435+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 DG9435
 DG9435  HISTORY     - Date     Condition        Report By
 DG9435  HISTORY     - 20031030 MONUMENTED       AZ-003
 DG9435
 DG9435                          STATION DESCRIPTION
 DG9435
 DG9435'DESCRIBED BY COCHISE COUNTY ARIZONA 2003 (DLS)
 DG9435'FROM THE POST OFFICE IN PORTAL, LOCATED ON ROCKHOUSE ROAD, GO NORTH
 DG9435'0.1 MILE TO THE  STOP SIGN AT PORTAL ROAD.  PROCEED WEST ON PORTAL
 DG9435'ROAD FOR 0.5 MILE.  TAKE WEST PORTAL  PARADISE ROAD FOR 2.6 MILES TO
 DG9435'AN UNNAMED DIRT ROAD ON THE LEFT.  PROCEED DOWN THE  DIRT ROAD FOR 200
 DG9435'FEET, THEN WALK 50 FEET ALONG THE RIGHT SIDE OF THE ROAD TO THE MARK
 DG9435'ON THE RIGHT
 DG9435' 
 DG9435'THE STATION IS A 3 INCH BRASS DISK SET IN BEDROCK.  IT IS A COCHISE
 DG9435'COUNTY HIGHWAY AND  FLOODPLAIN DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2005 ***********************************************************************
 DU2005  HT_MOD      -  This is a Height Modernization Survey Station.
 DU2005  DESIGNATION -  MIAMI
 DU2005  PID         -  DU2005
 DU2005  STATE/COUNTY-  AZ/GILA
 DU2005  USGS QUAD   -  INSPIRATION (1982)
 DU2005
 DU2005                         *CURRENT SURVEY CONTROL
 DU2005  ___________________________________________________________________
 DU2005* NAD 83(2007)-  33 25 03.50856(N)    110 52 32.64961(W)     ADJUSTED  
 DU2005* NAVD 88     -      1225.32   (meters)    4020.1    (feet)  GPS OBS   
 DU2005  ___________________________________________________________________
 DU2005  EPOCH DATE  -        2007.00
 DU2005  X           -  -1,899,342.339 (meters)                     COMP
 DU2005  Y           -  -4,980,213.330 (meters)                     COMP
 DU2005  Z           -   3,493,373.122 (meters)                     COMP
 DU2005  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DU2005  ELLIP HEIGHT-        1197.829 (meters)          (01/09/09) ADJUSTED
 DU2005  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DU2005  HORZ ORDER  -  B
 DU2005  ELLP ORDER  -  FOURTH    CLASS II
 DU2005
 DU2005.The horizontal coordinates were established by GPS observations
 DU2005.and adjusted by the National Geodetic Survey in January 2009.
 DU2005
 DU2005.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2005.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2005.The horizontal coordinates are valid at the epoch date displayed above.
 DU2005.The epoch date for horizontal control is a decimal equivalence
 DU2005.of Year/Month/Day.
 DU2005
 DU2005.The orthometric height was determined by GPS observations and a
 DU2005.high-resolution geoid model.
 DU2005.The orthometric height was determined by GPS observations and a
 DU2005.high-resolution geoid model using precise GPS observation and
 DU2005.processing techniques.
 DU2005
 DU2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2005
 DU2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2005
 DU2005.The ellipsoidal height was determined by GPS observations
 DU2005.and is referenced to NAD 83.
 DU2005
 DU2005.The geoid height was determined by GEOID03.
 DU2005
 DU2005;                    North         East     Units Scale Factor Converg.
 DU2005;SPC AZ E     -   268,291.481   147,415.074   MT  0.99995360   -0 23 25.9
 DU2005;SPC AZ E     -   880,221.39    483,645.26   iFT  0.99995360   -0 23 25.9
 DU2005;UTM  12      - 3,697,595.149   511,553.230   MT  0.99960165   +0 04 06.4
 DU2005
 DU2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2005!SPC AZ E     -   0.99981198  x   0.99995360  =   0.99976559
 DU2005!UTM  12      -   0.99981198  x   0.99960165  =   0.99941371
 DU2005
 DU2005|---------------------------------------------------------------------|
 DU2005| PID    Reference Object                     Distance      Geod. Az  |
 DU2005|                                                           dddmmss.s |
 DU2005| CD2335 MIAMI RM 1                           31.615 METERS 01028     |
 DU2005| DU1991 MIAMI INSPIRATION COPPER STK        APPROX. 1.9 KM 1101202.8 |
 DU2005| CD2334 MIAMI AZ MK                                        1280730.9 |
 DU2005| CD2336 MIAMI RM 2                            9.021 METERS 13633     |
 DU2005| DU2003 MIAMI INSPIRATION COPPER CO TK       41.560 METERS 22416     |
 DU2005| DU2002 BOUNDARY MON M C CO 76               13.522 METERS 24932     |
 DU2005|---------------------------------------------------------------------|
 DU2005
 DU2005                          SUPERSEDED SURVEY CONTROL
 DU2005
 DU2005  NAD 83(1992)-  33 25 03.51320(N)    110 52 32.64901(W) AD(       ) 2
 DU2005  NAD 83(1986)-  33 25 03.50871(N)    110 52 32.64898(W) AD(       ) 2
 DU2005  NAD 27      -  33 25 03.30900(N)    110 52 30.24300(W) AD(       ) 2
 DU2005
 DU2005.Superseded values are not recommended for survey control.
 DU2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2005.See file dsdata.txt to determine how the superseded data were derived.
 DU2005
 DU2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1155397595(NAD 83)
 DU2005_MARKER: DS = TRIANGULATION STATION DISK
 DU2005_SETTING: 80 = SET IN A BOULDER
 DU2005_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2005+STABILITY: SURFACE MOTION
 DU2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2005+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DU2005
 DU2005  HISTORY     - Date     Condition        Report By
 DU2005  HISTORY     - 1938     MONUMENTED       CGS
 DU2005  HISTORY     - 1947     GOOD             CGS
 DU2005  HISTORY     - 1986     GOOD
 DU2005  HISTORY     - 19950725 GOOD             USPSQD
 DU2005  HISTORY     - 20051004 GOOD             AZ-007
 DU2005  HISTORY     - 20060922 GOOD             GEOCAC
 DU2005
 DU2005                          STATION DESCRIPTION
 DU2005
 DU2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2005'STATION IS ON HIGHEST POINT OF MOONSHINE HILL WHICH IS ABOUT
 DU2005'1 MILE NE OF TOWN OF MIAMI.  THERE IS A LARGE BLACK WATER TANK
 DU2005'NEAR TOP OF HILL AND SOME HOUSES ON S SLOPE NEAR TOP.  IT IS
 DU2005'JUST N OF INSPIRATION MINE.
 DU2005'
 DU2005'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DU2005'DISKS SET IN BOULDERS AND IN CONCRETE.
 DU2005'
 DU2005'TO REACH FROM CHIEF HOTEL IN MIAMI, GO E ON U.S. 60 AND 70, 1.3
 DU2005'MILES TO SCHOOL BUILDINGS WITH PEDESTRIAN OVERPASS IN FRONT.
 DU2005'TURN L OFF HIGHWAY JUST W OF SCHOOL, SIGN INSPIRATION COPPER
 DU2005'CO. INTERNATIONAL SMELTER AND GO 0.7 MILE.  CROSS BRIDGE AND
 DU2005'CONTINUE STRAIGHT AHEAD ON L FORK (OTHER ROAD GOES TO SMELTER)
 DU2005'0.8 MILE.  *TAKE R FORK, MAIN-TRAVELED ROAD, AND GO 0.3 MILE.
 DU2005'CONTINUE STRAIGHT AHEAD AT FORKS, SIGN MOONSHINE HILL, AND GO
 DU2005'0.4 MILE, TURN R ACROSS BLACK BRIDGE AND GO 0.5 MILE TO END OF
 DU2005'TRUCK TRAVEL, END OF STREET, AND GARAGES BUILT ACROSS END OF
 DU2005'STREET.  PACK N ABOUT 3 MINUTES TO TOP OF HILL AND STATION
 DU2005'IN BACK OF HOUSES.
 DU2005'
 DU2005'*AZIMUTH MARK IS 42 YARDS BEYOND OR NORTHERLY FROM R FORK MENTIONED
 DU2005'IN DESCRIPTION ON WAY TO STATION.  IT IS 40 FEET NE FROM EDGE OF
 DU2005'PAVEMENT, 6 FEET 4 INCHES SW OF SMALL PIPE LINE, 20 FEET BELOW
 DU2005'ROAD ON SLOPE GOING DOWN TO OLD MINE PIT, AND IS SET IN PIECE OF
 DU2005'ABANDONED CONCRETE ABUTMENT.
 DU2005'
 DU2005'CENTER OF TOP OF WATER TANK WHICH IS ALSO ON MOONSHINE HILL WAS
 DU2005'MEASURED TO.  THIS TANK IS PROPERTY OF INSPIRATION COPPER CO.
 DU2005'
 DU2005'BOUNDARY MONUMENT IS A 1-INCH PIPE SET IN CONCRETE AND FOLLOWING
 DU2005'INITIALS MARKED IN CONCRETE--M.C. CO. -76.
 DU2005
 DU2005                          STATION RECOVERY (1947)
 DU2005
 DU2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 DU2005'ALL MARKS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION BY
 DU2005'F.G.J. IN 1938 WAS FOUND TO BE COMPLETE AND ADEQUATE.
 DU2005
 DU2005                          STATION RECOVERY (1986)
 DU2005
 DU2005'RECOVERED 1986
 DU2005'RECOVERED IN GOOD CONDITION.
 DU2005
 DU2005                          STATION RECOVERY (1995)
 DU2005
 DU2005'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2005'RECOVERED IN GOOD CONDITION.
 DU2005
 DU2005                          STATION RECOVERY (2005)
 DU2005
 DU2005'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DU2005'RECOVERED IN GOOD CONDITION.
 DU2005
 DU2005                          STATION RECOVERY (2006)
 DU2005
 DU2005'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2005'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED. REFERENCE MARK
 DU2005'1 MAY STILL EXIST, BUT ONLY A STEM WAS FOUND IN THE AREA. REFERENCE
 DU2005'MARK 2 WAS NOT FOUND, THERE HAS BEEN SOME CONSTRUCTION IN THE AREA AND
 DU2005'IT MAY HAVE BEEN COVERED OR DESTROYED. NEW DESCRIPTION TO REACH THE
 DU2005'STATION FOLLOWS.
 DU2005' 
 DU2005'TO REACH THE STATION FROM MIAMI, PROCEED EAST ON U.S. 60 TO NEW
 DU2005'STREET. TURN LEFT INTO MAIN ENTRANCE OF PHELPS DODGE MINING OPERATION.
 DU2005'SITE SPECIFIC HAZARD RECOGNITION TRAINING MUST BE TAKEN, AND SUITABLE
 DU2005'FOOTWEAR AND CLOTHING MUST BE WORN AT ALL TIMES. CONTACT SENIOR LAND
 DU2005'AGENT, MORRIS ASHKIE 928-473-7159 FOR MORE INFORMATION AND CURRENT
 DU2005'INSTRUCTION TO REACH THE STATION FROM INSIDE THE MINING OPERATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1991 ***********************************************************************
 DU1991  DESIGNATION -  MIAMI INSPIRATION COPPER STK
 DU1991  PID         -  DU1991
 DU1991  STATE/COUNTY-  AZ/GILA
 DU1991  USGS QUAD   -  GLOBE (1982)
 DU1991
 DU1991                         *CURRENT SURVEY CONTROL
 DU1991  ___________________________________________________________________
 DU1991* NAD 83(1992)-  33 24 42.27113(N)    110 51 23.82575(W)     ADJUSTED  
 DU1991* NAVD 88     -              **(meters)            **(feet)            
 DU1991  ___________________________________________________________________
 DU1991  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 DU1991  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DU1991  HORZ ORDER  -  THIRD
 DU1991
 DU1991.The horizontal coordinates were established by classical geodetic methods
 DU1991.and adjusted by the National Geodetic Survey in August 1993.
 DU1991
 DU1991
 DU1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1991
 DU1991.The geoid height was determined by GEOID03.
 DU1991
 DU1991;                    North         East     Units Scale Factor Converg.
 DU1991;SPC AZ E     -   267,625.271   149,188.760   MT  0.99995075   -0 22 47.8
 DU1991;SPC AZ E     -   878,035.67    489,464.44   iFT  0.99995075   -0 22 47.8
 DU1991;UTM  12      - 3,696,943.395   513,331.571   MT  0.99960219   +0 04 44.2
 DU1991
 DU1991                          SUPERSEDED SURVEY CONTROL
 DU1991
 DU1991  NAD 83(1986)-  33 24 42.26614(N)    110 51 23.82593(W) AD(       ) 4
 DU1991  NAD 27      -  33 24 42.06700(N)    110 51 21.41800(W) AD(       ) 3
 DU1991
 DU1991.Superseded values are not recommended for survey control.
 DU1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1991.See file dsdata.txt to determine how the superseded data were derived.
 DU1991
 DU1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1333296943(NAD 83)
 DU1991_MARKER: 63 = STACK
 DU1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1991+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1991
 DU1991  HISTORY     - Date     Condition        Report By
 DU1991  HISTORY     - 1938     FIRST OBSERVED   CGS
 DU1991  HISTORY     - 19950725 GOOD             USPSQD
 DU1991  HISTORY     - 20061112 GOOD             GEOCAC
 DU1991
 DU1991                          STATION DESCRIPTION
 DU1991
 DU1991'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0921 ***********************************************************************
 ES0921  DESIGNATION -  MIC
 ES0921  PID         -  ES0921
 ES0921  STATE/COUNTY-  AZ/NAVAJO
 ES0921  USGS QUAD   -  HEBER (1990)
 ES0921
 ES0921                         *CURRENT SURVEY CONTROL
 ES0921  ___________________________________________________________________
 ES0921* NAD 83(1992)-  34 26 09.74742(N)    110 32 16.46161(W)     ADJUSTED  
 ES0921* NAVD 88     -      1985.6    (meters)    6514.     (feet)  VERTCON   
 ES0921  ___________________________________________________________________
 ES0921  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ES0921  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0921  HORZ ORDER  -  SECOND
 ES0921
 ES0921.The horizontal coordinates were established by classical geodetic methods
 ES0921.and adjusted by the National Geodetic Survey in August 1993.
 ES0921
 ES0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0921
 ES0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0921
 ES0921.The geoid height was determined by GEOID03.
 ES0921
 ES0921;                    North         East     Units Scale Factor Converg.
 ES0921;SPC AZ E     -   381,079.939   179,242.694   MT  0.99991434   -0 12 35.8
 ES0921;SPC AZ E     - 1,250,262.27    588,066.58   iFT  0.99991434   -0 12 35.8
 ES0921;UTM  12      - 3,810,601.865   542,454.268   MT  0.99962222   +0 15 40.7
 ES0921
 ES0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0921!SPC AZ E     -   0.99969215  x   0.99991434  =   0.99960652
 ES0921!UTM  12      -   0.99969215  x   0.99962222  =   0.99931449
 ES0921
 ES0921:                Primary Azimuth Mark                     Grid Az
 ES0921:SPC AZ E     -  KEY                                      043 19 44.3
 ES0921:UTM  12      -  KEY                                      042 51 27.8
 ES0921
 ES0921|---------------------------------------------------------------------|
 ES0921| PID    Reference Object                     Distance      Geod. Az  |
 ES0921|                                                           dddmmss.s |
 ES0921| ES0914 KEY                                 APPROX. 0.7 KM 0430708.5 |
 ES0921|---------------------------------------------------------------------|
 ES0921
 ES0921                          SUPERSEDED SURVEY CONTROL
 ES0921
 ES0921  NAD 83(1986)-  34 26 09.74068(N)    110 32 16.46571(W) AD(       ) 2
 ES0921  NGVD 29 (08/03/87) 1984.6    (m)         6511.     (f) VERT ANG    3  
 ES0921
 ES0921.Superseded values are not recommended for survey control.
 ES0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0921.See file dsdata.txt to determine how the superseded data were derived.
 ES0921
 ES0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4245410602(NAD 83)
 ES0921_MARKER: DS = TRIANGULATION STATION DISK
 ES0921_SETTING: 66 = SET IN ROCK OUTCROP
 ES0921_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0921+STABILITY: POSITION/ELEVATION WELL
 ES0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0921+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 ES0921
 ES0921  HISTORY     - Date     Condition        Report By
 ES0921  HISTORY     - 1984     MONUMENTED       AZDT
 ES0921  HISTORY     - 20050827 GOOD             EVANS
 ES0921
 ES0921                          STATION DESCRIPTION
 ES0921
 ES0921'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0921'THE STATION IS LOCATED 3-1/4 MILES NORTHEAST OF HEBER ALONG THE WEST
 ES0921'SIDE OF STATE ROUTE 277.
 ES0921'
 ES0921'THE STATION MARK IS AN AZDT DISK STAMPED---MIC 1984---.  IT IS SET IN
 ES0921'A DRILL HOLE IN A SANDSTONE OUTCROP 118 FEET NORTHWEST OF THE CENTER
 ES0921'LINE OF THE HIGHWAY, 8 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND 12
 ES0921'FEET EAST OF THE WITNESS POST.
 ES0921'
 ES0921'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0921'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0921'JUNCTION WITH STATE ROUTE 277.  TURN LEFT AND TRAVEL 2.5 MILES TO MILE
 ES0921'POST 308.3 AND THE STATION ON THE LEFT.
 ES0921
 ES0921                          STATION RECOVERY (2005)
 ES0921
 ES0921'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1027 ***********************************************************************
 ET1027  DESIGNATION -  MICA
 ET1027  PID         -  ET1027
 ET1027  STATE/COUNTY-  AZ/MOHAVE
 ET1027  USGS QUAD   -  GONZALES WASH (1980)
 ET1027
 ET1027                         *CURRENT SURVEY CONTROL
 ET1027  ___________________________________________________________________
 ET1027* NAD 83(1992)-  34 55 00.37720(N)    113 29 28.27298(W)     ADJUSTED  
 ET1027* NAVD 88     -      1824.3    (meters)    5985.     (feet)  VERTCON   
 ET1027  ___________________________________________________________________
 ET1027  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 ET1027  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 ET1027  HORZ ORDER  -  SECOND
 ET1027
 ET1027.The horizontal coordinates were established by classical geodetic methods
 ET1027.and adjusted by the National Geodetic Survey in August 1993.
 ET1027
 ET1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1027
 ET1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1027
 ET1027.The geoid height was determined by GEOID03.
 ET1027
 ET1027;                    North         East     Units Scale Factor Converg.
 ET1027;SPC AZ W     -   434,386.832   237,008.920   MT  0.99994022   +0 08 53.3
 ET1027;SPC AZ W     - 1,425,153.65    777,588.32   iFT  0.99994022   +0 08 53.3
 ET1027;UTM  12      - 3,866,646.343   272,420.208   MT  1.00023838   -1 25 35.5
 ET1027
 ET1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1027!SPC AZ W     -   0.99971809  x   0.99994022  =   0.99965833
 ET1027!UTM  12      -   0.99971809  x   1.00023838  =   0.99995640
 ET1027
 ET1027|---------------------------------------------------------------------|
 ET1027| PID    Reference Object                     Distance      Geod. Az  |
 ET1027|                                                           dddmmss.s |
 ET1027| CH3653 MICA RM 2                             7.396 METERS 06811     |
 ET1027| CH3651 MICA AZ MK                                         2732639.0 |
 ET1027| CH3652 MICA RM 1                             8.988 METERS 34226     |
 ET1027|---------------------------------------------------------------------|
 ET1027
 ET1027                          SUPERSEDED SURVEY CONTROL
 ET1027
 ET1027  NAD 83(1986)-  34 55 00.37712(N)    113 29 28.27864(W) AD(       ) 2
 ET1027  NAD 27      -  34 55 00.34200(N)    113 29 25.51800(W) AD(       ) 2
 ET1027  NGVD 29 (07/19/86) 1823.4    (m)         5982.     (f) VERT ANG    3  
 ET1027
 ET1027.Superseded values are not recommended for survey control.
 ET1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1027.See file dsdata.txt to determine how the superseded data were derived.
 ET1027
 ET1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7242066646(NAD 83)
 ET1027_MARKER: DS = TRIANGULATION STATION DISK
 ET1027_SETTING: 80 = SET IN A BOULDER
 ET1027_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET1027
 ET1027  HISTORY     - Date     Condition        Report By
 ET1027  HISTORY     - 1950     MONUMENTED       CGS
 ET1027  HISTORY     - 1955     GOOD             CGS
 ET1027  HISTORY     - 1960     GOOD             CGS
 ET1027  HISTORY     - 1972     GOOD             AZHD
 ET1027  HISTORY     - 1979     GOOD             AZDT
 ET1027
 ET1027                          STATION DESCRIPTION
 ET1027
 ET1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1027'THE STATION IS LOCATED ABOUT 36 MILES (AIRLINE) SOUTHEAST OF
 ET1027'KINGMAN, ABOUT 17 MILES (AIRLINE) NORTHEAST OF WIKIEUP, AND
 ET1027'3/4 MILE EAST OF A DIRT ROAD.  ON A PROMINENT MOUNTAIN, COVERED
 ET1027'WITH LARGE LOOSE BOULDERS.  THE STATION MARK IS ON THE HIGHEST
 ET1027'PART OF THE HILL CEMENTED IN A DRILL HOLE IN A FLAT TOPPED
 ET1027'BOULDER ABOUT 3 FEET LONG AND 2 FEET WIDE, AND FLUSH WITH THE
 ET1027'GROUND.  STAMPED MICA 1950.  THERE IS A HIGHER MOUNTAIN ABOUT
 ET1027'1 MILE SOUTH OF THE STATION HILL.
 ET1027'
 ET1027'R.M. 1 IS NORTH-NORTHWEST OF THE STATION AND ABOUT 3 FEET LOWER
 ET1027'THAN THE STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A
 ET1027'DRILL HOLE IN THE TOP OF A BOULDER ABOUT 3 FEET IN DIAMETER
 ET1027'AND PROJECTING ABOUT 4 FEET, STAMPED MICA NO 1 1950.
 ET1027'
 ET1027'R.M. 2 IS EAST-NORTHEAST OF THE STATION AND ABOUT 2 FEET LOWER
 ET1027'THAN THE STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A
 ET1027'DRILL HOLE IN THE TOP OF A BOULDER ABOUT 4 FEET IN DIAMETER
 ET1027'AND PROJECTING ABOUT 4 FEET, STAMPED MICA NO 2 1950.
 ET1027'
 ET1027'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES WEST OF THE STATION ON
 ET1027'THE CREST OF RIDGE WHERE THE ROAD CROSSES AT SUMMIT OF RIDGE,
 ET1027'61 FEET WEST OF THE CENTER LINE OF ROAD AND 8 FEET NORTH OF
 ET1027'A ROCK CAIRN.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 ET1027'HOLE IN OUTCROP ROCK WHICH PROJECTS ABOUT 4 FEET.  STAMPED
 ET1027'MICA 1950.
 ET1027'
 ET1027'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN, GO
 ET1027'NORTHEAST ON U.S. HIGHWAY 66 FOR 1.8 MILES TO CROSSROADS.
 ET1027'TURN RIGHT, CROSS THE RAILROAD TRACKS AND CONTINUE ON THE
 ET1027'MAIN GRADED ROAD (KEEPING ALL LEFT FORKS) FOR 13.9 MILES TO
 ET1027'FORK.  KEEP LEFT FORK MAIN GRADED ROAD, GO 10.5 MILES TO THE
 ET1027'JUNCTION OF HACKBERRY AND KINGMAN ROAD AND SIGN READING SAME.
 ET1027'KEEP RIGHT AND CONTINUE ON THE MAIN GRADED ROAD 16.0 MILES
 ET1027'TO THE TROUT CREEK STORE, AND ROAD LEFT.  TURN LEFT, GO 0.25
 ET1027'MILE TO FORK.  KEEP LEFT FORK, GO 1.2 MILE TO FORK, KEEP
 ET1027'RIGHT FORK, GO 0.2 MILE TO FORK, KEEP RIGHT FORK A FORDING
 ET1027'THE BIG SANDY RIVER AND CONTINUE 5.65 MILES TO A CATTLE
 ET1027'GUARD.  CONTINUE 2.1 MILES TO WHERE ROAD CROSSES SUMMIT OF
 ET1027'RIDGE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE 1.5 MILES TO
 ET1027'END OF TRUCK TRAVEL AND STATION ON MOUNTAIN TO THE LEFT.
 ET1027'PACK EASTERLY TOWARDS THE NORTHERN END OF PEAK TO MISS THE
 ET1027'LARGE ROCK CLIFF ON WEST EDGE THAT CAN BE SEEN FROM THE
 ET1027'ROAD, THEN BEAR RIGHT TO THE HIGHEST PART AND THE STATION.
 ET1027'(A 1-1/2 HOUR PACK).
 ET1027
 ET1027                          STATION RECOVERY (1955)
 ET1027
 ET1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1027'THE STATION WAS NOT VISITED.  THE DIRECTIONS GIVEN IN THE
 ET1027'ORIGINAL DESCRIPTION WERE FOLLOWED TO THE END OF TRUCK TRAVEL
 ET1027'AND A STAND WAS SEEN IN THE AREA DESCRIBED AS THE STATION
 ET1027'SITE.  A LOCAL RESIDENT VERIFIED THE EXISTENCE OF THE STATION.
 ET1027
 ET1027                          STATION RECOVERY (1960)
 ET1027
 ET1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 ET1027'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN
 ET1027'GOOD CONDITION.
 ET1027'
 ET1027'A NEW TO REACH FOLLOWS.
 ET1027'
 ET1027'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 ET1027'HIGHWAY 93 AT THE EAST EDGE OF KINGMAN, GO SOUTH ON STATE
 ET1027'HIGHWAY 93 FOR 37.9 MILES TO A SIGN BIG SANDY HEREFORD RANCH
 ET1027'ON THE RIGHT AND A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON
 ET1027'THE MAIN TRAVELED ROAD FOR 0.8 MILE TO SIDE ROAD LEFT, TURN
 ET1027'LEFT AND GO 0.25 MILE TO A FORK, KEEP LEFT FORK FOR 1.2 MILES
 ET1027'TO A FORK, KEEP RIGHT FORK FOR 0.15 MILE TO A FORK, KEEP RIGHT
 ET1027'FORK, FORDING THE BIG SANDY RIVER, FOR 5.65 MILES TO A CATTLE
 ET1027'GUARD, CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO A SIDE ROAD
 ET1027'LEFT, THE AZIMUTH MARK IS LOCATED ABOUT 0.1 MILE UP THIS
 ET1027'ROAD AND ABOUT 60 FEET WEST OF THE ROAD, CONTINUE STRAIGHT
 ET1027'FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.
 ET1027'
 ET1027'THE STATION IS ON THE MOUNTAIN TO THE LEFT, PACK NORTHEASTERLY
 ET1027'TOWARD THE NORTH END OF THE PEAK TO MISS THE LARGE ROCK
 ET1027'CLIFFS ON THE WEST FACE AND THEN BEAR RIGHT TO THE HIGHEST
 ET1027'PART OF THE MOUNTAIN AND THE STATION.
 ET1027
 ET1027                          STATION RECOVERY (1972)
 ET1027
 ET1027'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1027'GENERAL LOCATION 36 MI. S.E. OF KINGMAN AND 17 MI. N.E.
 ET1027'OF WIKIEUP.
 ET1027'
 ET1027'TO REACH AS DESCRIBED
 ET1027'
 ET1027'STATION MARK AS DESCRIBED
 ET1027'
 ET1027'REFERENCE MARKS AS DESCRIBED GOOD CONDITION
 ET1027'
 ET1027'AZIMUTH MARK DID NOT LOOK FOR AZ.
 ET1027
 ET1027                          STATION RECOVERY (1979)
 ET1027
 ET1027'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1027'THE STATION MARK, REFERENCES AND AZIMUTH MARK WERE RECOVERED AS
 ET1027'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION IS
 ET1027'GIVEN IS IN CASE BIG SANDY RIVER IS RUNNING.
 ET1027'
 ET1027'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, GO SOUTH ALONG
 ET1027'U.S. HIGHWAY 93 FOR 3.1 MILES TO A BRIDGE OVER BIG SANDY RIVER,
 ET1027'CONTINUE AHEAD FOR 0.2 MILES TO A BLADED ROAD ON THE LEFT.  TURN LEFT
 ET1027'AND FOLLOW ROAD FOR 19 MILES.  TURN RIGHT AND TRAVEL EAST FOR 7.3
 ET1027'MILES TO END OF TRUCK TRAVEL WITH STATION ON LEFT.  1 HOUR AND 10
 ET1027'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2139 ***********************************************************************
 DV2139  DESIGNATION -  MICA
 DV2139  PID         -  DV2139
 DV2139  STATE/COUNTY-  AZ/MARICOPA
 DV2139  USGS QUAD   -  BUCKEYE (1976)
 DV2139
 DV2139                         *CURRENT SURVEY CONTROL
 DV2139  ___________________________________________________________________
 DV2139* NAD 83(1992)-  33 17 52.95378(N)    112 31 14.41732(W)     ADJUSTED  
 DV2139* NAVD 88     -       541.3    (meters)    1776.     (feet)  VERTCON   
 DV2139  ___________________________________________________________________
 DV2139  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 DV2139  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV2139  HORZ ORDER  -  SECOND
 DV2139
 DV2139.The horizontal coordinates were established by classical geodetic methods
 DV2139.and adjusted by the National Geodetic Survey in August 1993.
 DV2139
 DV2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2139
 DV2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2139
 DV2139.The geoid height was determined by GEOID03.
 DV2139
 DV2139;                    North         East     Units Scale Factor Converg.
 DV2139;SPC AZ C     -   254,966.070   157,109.562   MT  0.99993900   -0 19 53.8
 DV2139;SPC AZ C     -   836,502.85    515,451.32   iFT  0.99993900   -0 19 53.8
 DV2139;UTM  12      - 3,685,360.400   358,418.085   MT  0.99984714   -0 50 05.9
 DV2139
 DV2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2139!SPC AZ C     -   0.99991983  x   0.99993900  =   0.99985884
 DV2139!UTM  12      -   0.99991983  x   0.99984714  =   0.99976698
 DV2139
 DV2139:                Primary Azimuth Mark                     Grid Az
 DV2139:SPC AZ C     -  MICA AZ MK                               000 53 29.7
 DV2139:UTM  12      -  MICA AZ MK                               001 23 41.8
 DV2139
 DV2139|---------------------------------------------------------------------|
 DV2139| PID    Reference Object                     Distance      Geod. Az  |
 DV2139|                                                           dddmmss.s |
 DV2139| CH5920 MICA AZ MK                                         0003335.9 |
 DV2139| DV2130 BRADLEY                             APPROX.13.0 KM 0501243.3 |
 DV2139| CH5921 MICA RM                               3.025 METERS 11040     |
 DV2139|---------------------------------------------------------------------|
 DV2139
 DV2139                          SUPERSEDED SURVEY CONTROL
 DV2139
 DV2139  NAD 83(1986)-  33 17 52.94710(N)    112 31 14.42302(W) AD(       ) 2
 DV2139  NAD 27      -  33 17 52.78955(N)    112 31 11.83855(W) AD(       ) 2
 DV2139  NGVD 29 (12/08/88)  540.7    (m)         1774.     (f) VERT ANG    3  
 DV2139
 DV2139.Superseded values are not recommended for survey control.
 DV2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2139.See file dsdata.txt to determine how the superseded data were derived.
 DV2139
 DV2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5841885360(NAD 83)
 DV2139_MARKER: DS = TRIANGULATION STATION DISK
 DV2139_SETTING: 66 = SET IN ROCK OUTCROP
 DV2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2139
 DV2139  HISTORY     - Date     Condition        Report By
 DV2139  HISTORY     - 1936     MONUMENTED       CGS
 DV2139  HISTORY     - 1949     GOOD             USGS
 DV2139  HISTORY     - 1956     GOOD             USGS
 DV2139  HISTORY     - 1973     GOOD             USGS
 DV2139
 DV2139                          STATION DESCRIPTION
 DV2139
 DV2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2139'ABOUT 35 MILES SOUTHWEST OF PHOENIX, ABOUT 7 MILES NORTH
 DV2139'OF RAINBOW VALLEY GROCERY STORE, ABOUT 6 MILES SOUTH OF
 DV2139'U.S. HIGHWAY 80 BETWEEN PHOENIX AND YUMA AND ABOUT 5 MILES SOUTH
 DV2139'OF THE GILA RIVER, IN SEC. 36, T. 1 S., R. 3 W., ON THE
 DV2139'TOP OF A PROMINENT HIGH HILL WHICH IS THE MOST EASTERLY OF
 DV2139'A GROUP OF HIGH HILLS IN THAT VICINITY.  MARKED BY A STANDARD
 DV2139'BRONZE DISK.  REFERENCE MARK (NO
 DV2139'NUMBER), A STANDARD BRONZE REFERENCE DISK IS 3.025
 DV2139'METERS (9.92 FEET) FROM STATION S 69 DEG 20 MIN E.
 DV2139'THE AZIMUTH MARK, A STANDARD BRONZE DISK IS ON THE
 DV2139'ROAD INTO THE STATION, AT THE SITE OF AN OLD CAMP, 6 PACES
 DV2139'SOUTH OF AN IRON WELL PIPE 6 FEET HIGH, 3 PACES WEST OF
 DV2139'THE CENTER LINE OF THE TRACK ROAD, 9 PACES NORTHEAST OF THE
 DV2139'NORTHEAST CORNER OF A CONCRETE SLAB AND 1.5 MILES FROM STATION
 DV2139'N 00 DEG 34 MIN E.
 DV2139
 DV2139                          STATION RECOVERY (1949)
 DV2139
 DV2139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV2139'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 DV2139
 DV2139                          STATION RECOVERY (1956)
 DV2139
 DV2139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV2139'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 DV2139
 DV2139                          STATION RECOVERY (1973)
 DV2139
 DV2139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2139'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DV2139'NOT MEASURED.  NEW TO REACH FOLLOWS.
 DV2139'
 DV2139'TO REACH FROM VALLEY NATIONAL BANK IN BUCKEYE, GO 5.0 MI E. ON
 DV2139'U.S. HIGHWAY 80 TO RD. FORK.  TURN RIGHT 4.0 MI S. ON AIRPORT RD.
 DV2139'TO WASH.  CROSS WASH (4-WHEEL DRIVE) 0.9 MI ON TRACK RD. TO RD.
 DV2139'FORK.  TURN RIGHT 0.7 MI TO SADDLE AND END OF TRUCK TRAVEL.  PACK
 DV2139'S. AND W. TO TOP AND STATION.  ABOUT A 40-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0676 ***********************************************************************
 FP0676  DESIGNATION -  MICHIGAN
 FP0676  PID         -  FP0676
 FP0676  STATE/COUNTY-  AZ/APACHE
 FP0676  USGS QUAD   -  BEACON WELL (1972)
 FP0676
 FP0676                         *CURRENT SURVEY CONTROL
 FP0676  ___________________________________________________________________
 FP0676* NAD 83(1992)-  35 07 05.85932(N)    109 19 21.74835(W)     ADJUSTED  
 FP0676* NAVD 88     -      1895.36   (+/-2cm)    6218.4    (feet)  VERTCON   
 FP0676  ___________________________________________________________________
 FP0676  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 FP0676  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FP0676  HORZ ORDER  -  SECOND
 FP0676  VERT ORDER  -  THIRD ? (See Below)
 FP0676
 FP0676.The horizontal coordinates were established by classical geodetic methods
 FP0676.and adjusted by the National Geodetic Survey in August 1993.
 FP0676
 FP0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0676.The vertical order pertains to the NGVD 29 superseded value.
 FP0676
 FP0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0676
 FP0676.The geoid height was determined by GEOID03.
 FP0676
 FP0676;                    North         East     Units Scale Factor Converg.
 FP0676;SPC AZ E     -   457,022.597   290,285.667   MT  0.99997291   +0 29 07.9
 FP0676;SPC AZ E     - 1,499,417.97    952,380.80   iFT  0.99997291   +0 29 07.9
 FP0676;UTM  12      - 3,887,448.765   652,842.529   MT  0.99988791   +0 57 54.3
 FP0676
 FP0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0676!SPC AZ E     -   0.99970617  x   0.99997291  =   0.99967909
 FP0676!UTM  12      -   0.99970617  x   0.99988791  =   0.99959411
 FP0676
 FP0676|---------------------------------------------------------------------|
 FP0676| PID    Reference Object                     Distance      Geod. Az  |
 FP0676|                                                           dddmmss.s |
 FP0676| CS5180 MICHIGAN RM 1                         9.961 METERS 15343     |
 FP0676| CS5181 MICHIGAN RM 2                        10.162 METERS 33531     |
 FP0676|---------------------------------------------------------------------|
 FP0676
 FP0676                          SUPERSEDED SURVEY CONTROL
 FP0676
 FP0676  NAD 83(1986)-  35 07 05.85250(N)    109 19 21.74930(W) AD(       ) 2
 FP0676  NGVD 29 (01/29/91) 1894.40   (m)         6215.2    (f) LEVELING    3  
 FP0676
 FP0676.Superseded values are not recommended for survey control.
 FP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0676.See file dsdata.txt to determine how the superseded data were derived.
 FP0676
 FP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5284387449(NAD 83)
 FP0676_MARKER: DS = TRIANGULATION STATION DISK
 FP0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0676+STABILITY: SURFACE MOTION
 FP0676
 FP0676  HISTORY     - Date     Condition        Report By
 FP0676  HISTORY     - 1982     MONUMENTED       AZDT
 FP0676
 FP0676                          STATION DESCRIPTION
 FP0676
 FP0676'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0676'THE STATION IS LOCATED 7 MILES SOUTHEAST OF SANDERS ALONG U.S. HIGHWAY
 FP0676'666 AT A 20 FOOT CUTBANK.
 FP0676'
 FP0676'THE STATION MARK IS AN AZDT DISK STAMPED---MICHIGAN 1982---SET IN TOP
 FP0676'OF A 10 INCH CONCRETE MONUMENT, 71 FEET EAST OF THE CENTER LINE OF THE
 FP0676'HIGHWAY.
 FP0676'
 FP0676'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MICHIGAN RM 1 1982---SET IN
 FP0676'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0676'
 FP0676'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MICHIGAN RM 2 1982---SET IN
 FP0676'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0676'
 FP0676'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH FOR
 FP0676'0.15 MILE TO INTERSTATE 40 AND U.S. HIGHWAY 666.   TRAVEL SOUTH ALONG
 FP0676'U.S. 666 FOR 7.3 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0137 ***********************************************************************
 DV0137  DESIGNATION -  MICRO
 DV0137  PID         -  DV0137
 DV0137  STATE/COUNTY-  AZ/MARICOPA
 DV0137  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0137
 DV0137                         *CURRENT SURVEY CONTROL
 DV0137  ___________________________________________________________________
 DV0137* NAD 83(2007)-  33 49 20.56347(N)    112 08 13.14401(W)     ADJUSTED  
 DV0137* NAVD 88     -       620.05   (+/-2cm)    2034.3    (feet)  VERTCON   
 DV0137  ___________________________________________________________________
 DV0137  EPOCH DATE  -        2007.00
 DV0137  X           -  -1,998,944.503 (meters)                     COMP
 DV0137  Y           -  -4,913,705.156 (meters)                     COMP
 DV0137  Z           -   3,530,424.801 (meters)                     COMP
 DV0137  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 DV0137  ELLIP HEIGHT-         590.878 (meters)          (02/10/07) ADJUSTED
 DV0137  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DV0137
 DV0137  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0137  Type    PID    Designation                      North   East  Ellip
 DV0137  -------------------------------------------------------------------
 DV0137  NETWORK DV0137 MICRO                             0.61   0.49   1.06
 DV0137  -------------------------------------------------------------------
 DV0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0137
 DV0137.The horizontal coordinates were established by GPS observations
 DV0137.and adjusted by the National Geodetic Survey in February 2007.
 DV0137
 DV0137.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0137.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0137.The horizontal coordinates are valid at the epoch date displayed above.
 DV0137.The epoch date for horizontal control is a decimal equivalence
 DV0137.of Year/Month/Day.
 DV0137
 DV0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0137.The vertical order pertains to the NGVD 29 superseded value.
 DV0137
 DV0137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0137
 DV0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0137
 DV0137.The ellipsoidal height was determined by GPS observations
 DV0137.and is referenced to NAD 83.
 DV0137
 DV0137.The geoid height was determined by GEOID03.
 DV0137
 DV0137;                    North         East     Units Scale Factor Converg.
 DV0137;SPC AZ C     -   312,975.757   192,965.743   MT  0.99990513   -0 07 21.5
 DV0137;SPC AZ C     - 1,026,823.35    633,089.71   iFT  0.99990513   -0 07 21.5
 DV0137;UTM  12      - 3,743,043.119   394,781.267   MT  0.99973648   -0 37 58.5
 DV0137
 DV0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0137!SPC AZ C     -   0.99990725  x   0.99990513  =   0.99981239
 DV0137!UTM  12      -   0.99990725  x   0.99973648  =   0.99964375
 DV0137
 DV0137|---------------------------------------------------------------------|
 DV0137| PID    Reference Object                     Distance      Geod. Az  |
 DV0137|                                                           dddmmss.s |
 DV0137| DV0138 MICRO RM 1                           19.356 METERS 01326     |
 DV0137| DV0139 MICRO RM 2                           11.688 METERS 08253     |
 DV0137| CH5922 MICRO RM 3                            9.715 METERS 12007     |
 DV0137| DV0142 HOUND                               APPROX. 3.8 KM 3484822.8 |
 DV0137|---------------------------------------------------------------------|
 DV0137
 DV0137                          SUPERSEDED SURVEY CONTROL
 DV0137
 DV0137  ELLIP H (06/11/02)  590.885  (m)                       GP(       ) 3 2
 DV0137  NAD 83(1992)-  33 49 20.56336(N)    112 08 13.14414(W) AD(       ) 1
 DV0137  NAD 83(1992)-  33 49 20.56199(N)    112 08 13.14431(W) AD(       ) 2
 DV0137  NAD 83(1986)-  33 49 20.55675(N)    112 08 13.14826(W) AD(       ) 2
 DV0137  NAD 27      -  33 49 20.42370(N)    112 08 10.59120(W) AD(       ) 2
 DV0137  NGVD 29 (??/??/92)  619.454  (m)         2032.33   (f) ADJ UNCH    2 0
 DV0137
 DV0137.Superseded values are not recommended for survey control.
 DV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0137.See file dsdata.txt to determine how the superseded data were derived.
 DV0137
 DV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9478143043(NAD 83)
 DV0137_MARKER: DS = TRIANGULATION STATION DISK
 DV0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0137_SP_SET: MONUMENT
 DV0137_STAMPING: MICRO 1959
 DV0137_MARK LOGO: CGS   
 DV0137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0137+STABILITY: SURFACE MOTION
 DV0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0137+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1997
 DV0137
 DV0137  HISTORY     - Date     Condition        Report By
 DV0137  HISTORY     - 1959     MONUMENTED       CGS
 DV0137  HISTORY     - 1967     GOOD             USE
 DV0137  HISTORY     - 1970     GOOD             NGS
 DV0137  HISTORY     - 1970     GOOD             NGS
 DV0137  HISTORY     - 1971     GOOD             USE
 DV0137  HISTORY     - 19951015 GOOD             USPSQD
 DV0137  HISTORY     - 19970124 GOOD             ATEAM
 DV0137
 DV0137                          STATION DESCRIPTION
 DV0137
 DV0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JLH)
 DV0137'THE STATION IS LOCATED ON A SMALL SHARP HILL 0.3 MILE EAST OF
 DV0137'ARIZONA STATE HIGHWAY 69, INSIDE THE FENCED YARD OF THE
 DV0137'MOUNTAIN STATE TELEPHONE AND TELEGRAPH COMPANY MICRO-WAVE
 DV0137'STATION.
 DV0137'
 DV0137'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD
 DV0137'AND BLACK CANYON HIGHWAY IN PHOENIX, GO NORTH ON ARIZONA
 DV0137'STATE HIGHWAY 69 FOR 20.5 MILES TO A ROAD RIGHT, OPPOSITE
 DV0137'THE MICRO-WAVE TOWER.  TURN RIGHT AND GO EASTERLY THROUGH A
 DV0137'LOCKED GATE, FOLLOWING THE WINDING GRADED ROAD TOWARD THE
 DV0137'TOWER FOR 0.5 MILE TO ANOTHER LOCKED GATE, GO THROUGH THIS
 DV0137'GATE AND CONTINUE FOR 0.1 MILE TO THE TOP OF THE HILL AND
 DV0137'THE STATION ON THE WESTERN EDGE OF A FLATTENED AREA.  KEYS
 DV0137'TO THE LOCKED GATES ARE OBTAINABLE FROM THE MOUNTAIN STATE
 DV0137'TELEPHONE AND TELEGRAPH COMPANY AT 16 WEST MC DOWELL ROAD,
 DV0137'PHOENIX.
 DV0137'
 DV0137'THE STATION MARK IS A STANDARD DISK STAMPED MICRO 1959, SET IN
 DV0137'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 29
 DV0137'FEET WEST OF THE NORTHWEST CORNER OF THE METAL BUILDING USED
 DV0137'TO HOUSE THE POWER UNIT OF THE MICRO-WAVE STATION AND 8.2
 DV0137'FEET NORTHEAST OF A WITNESS POST.
 DV0137'
 DV0137'R.M. 1 IS A STANDARD DISK STAMPED MICRO NO 1 1959, SET IN A
 DV0137'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 69.9
 DV0137'FEET NORTH OF THE WITNESS POST.  IT IS ABOUT 4 FEET LOWER THAN
 DV0137'THE STATION MARK.
 DV0137'
 DV0137'R.M. 2 IS A STANDARD DISK STAMPED MICRO NO 2 1959, SET IN A
 DV0137'DRILL HOLE IN THE CONCRETE BASE OF THE NORTHWEST LEG OF THE
 DV0137'MICRO-WAVE TOWER AND IS 45.7 FEET EAST OF THE WITNESS POST.
 DV0137'
 DV0137'TRIANGULATION STATION HOUND CAN BE USED AS AN AZIMUTH MARK.
 DV0137'(SEE DESCRIPTION THEREOF.)
 DV0137
 DV0137                          STATION RECOVERY (1967)
 DV0137
 DV0137'RECOVERY NOTE BY US ENGINEERS 1967 (MGJ)
 DV0137'THE STATION MARK, R.M. NO. 1, R.M. NO. 2.  RECOVERED AS DESCRIBED
 DV0137'AND IN GOOD CONDITION.
 DV0137'
 DV0137'R.M. NO 1, PUB DIST = 63.53 FT., CHECK DIST = 63.5 FT.
 DV0137'
 DV0137'R.M. NO 2., PUB DIST = 38.35, CHECK DIST = 38.6.
 DV0137
 DV0137                          STATION RECOVERY (1970)
 DV0137
 DV0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0137'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DV0137'1959 DESCRIPTION IS ADEQUATE.
 DV0137'
 DV0137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 DV0137'SOUTH OF NEW RIVER.
 DV0137
 DV0137                          STATION RECOVERY (1970)
 DV0137
 DV0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0137'6.0 MI S FROM NEW RIVER.
 DV0137'6.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0137'RIVER TO PIONEER INTERCHANGE, THENCE 0.5 MILE EAST ALONG THE GRADED
 DV0137'ROAD TO THE MICRO TOWER AND THE MARK.  29 FEET WEST OF THE NORTHWEST
 DV0137'CORNER OF THE METAL BUILDING, 63 1/2 FEET SOUTH OF REFERENCE MARK 1,
 DV0137'38 FEET WEST OF REFERENCE MARK 2 AND 8 FEET NORTHEAST OF THE WITNESS
 DV0137'POST.  THE MARK IS SET IN THE TOP OF A 18 INCH SQUARE CONCRETE
 DV0137'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  NOTE-- KEYS AND PERMISSION TO
 DV0137'ENTER THE FENCED COMPOUND CAN BE OBTAINED FROM MOUNTAIN STATE
 DV0137'TELEPHONE AND TELEGRAPH CO. 16 WEST MCDOWELL ROAD IN PHOENIX.
 DV0137
 DV0137                          STATION RECOVERY (1971)
 DV0137
 DV0137'RECOVERY NOTE BY US ENGINEERS 1971 (EMB)
 DV0137'MICRO 1959 - GOOD.
 DV0137'
 DV0137'MICRO NO 1 1959 - GOOD.
 DV0137'
 DV0137'MICRO NO 2 1959 - GOOD.
 DV0137'
 DV0137'DESCRIPTION IS ADEQUATE.
 DV0137
 DV0137                          STATION RECOVERY (1995)
 DV0137
 DV0137'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0137'RECOVERED IN GOOD CONDITION.
 DV0137
 DV0137                          STATION RECOVERY (1997)
 DV0137
 DV0137'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV0137'RECOVERY NOTE ADDITIONS BY A TEAM PROFESSIONAL ASSOCIATES 1996 (BAR),
 DV0137'TO REACH STATION FROM EXIT 225 (PIONEER ROAD) OF INTERSTATE 17, TRAVEL
 DV0137'EAST OF INTERCHANGE TO A DIRT ROAD. CONTINUE ALONG DIRT ROAD FOR 0.7
 DV0137'MI (1.13 KM) TO MICROWAVE TOWER AND TOP OF HILL. STATION IS APPROX. 20
 DV0137'FT (6.10 M) WEST OF OLD TOWER LEG FOOTING. MONUMENTS RECOVERED AS
 DV0137'DESCRIBED IN NOTE OF 1959.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1115 ***********************************************************************
 CY1115  DESIGNATION -  MICRO
 CY1115  PID         -  CY1115
 CY1115  STATE/COUNTY-  AZ/GRAHAM
 CY1115  USGS QUAD   -  ASH PEAK (1986)
 CY1115
 CY1115                         *CURRENT SURVEY CONTROL
 CY1115  ___________________________________________________________________
 CY1115* NAD 83(1992)-  32 46 50.10892(N)    109 18 05.85974(W)     ADJUSTED  
 CY1115* NAVD 88     -      1341.8    (meters)    4402.     (feet)  VERTCON   
 CY1115  ___________________________________________________________________
 CY1115  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 CY1115  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CY1115  HORZ ORDER  -  SECOND
 CY1115
 CY1115.The horizontal coordinates were established by classical geodetic methods
 CY1115.and adjusted by the National Geodetic Survey in August 1993.
 CY1115
 CY1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1115
 CY1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1115
 CY1115.The geoid height was determined by GEOID03.
 CY1115
 CY1115;                    North         East     Units Scale Factor Converg.
 CY1115;SPC AZ E     -   197,751.602   294,393.352   MT  0.99998094   +0 28 06.2
 CY1115;SPC AZ E     -   648,791.35    965,857.45   iFT  0.99998094   +0 28 06.2
 CY1115;UTM  12      - 3,628,239.665   659,056.109   MT  0.99991195   +0 55 11.0
 CY1115
 CY1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1115!SPC AZ E     -   0.99979347  x   0.99998094  =   0.99977441
 CY1115!UTM  12      -   0.99979347  x   0.99991195  =   0.99970544
 CY1115
 CY1115:                Primary Azimuth Mark                     Grid Az
 CY1115:SPC AZ E     -  RHY                                      017 43 43.7
 CY1115:UTM  12      -  RHY                                      017 16 38.9
 CY1115
 CY1115|---------------------------------------------------------------------|
 CY1115| PID    Reference Object                     Distance      Geod. Az  |
 CY1115|                                                           dddmmss.s |
 CY1115| CY1113 RHY                                 APPROX. 2.2 KM 0181149.9 |
 CY1115| CC6935 MICRO RM 1                           12.960 METERS 08304     |
 CY1115| CC6936 MICRO RM 2                           12.930 METERS 26420     |
 CY1115|---------------------------------------------------------------------|
 CY1115
 CY1115                          SUPERSEDED SURVEY CONTROL
 CY1115
 CY1115  NAD 83(1986)-  32 46 50.10454(N)    109 18 05.85646(W) AD(       ) 2
 CY1115  NAD 27      -  32 46 49.86237(N)    109 18 03.61214(W) AD(       ) 2
 CY1115  NGVD 29 (07/19/86) 1341.1    (m)         4400.     (f) VERT ANG    3  
 CY1115
 CY1115.Superseded values are not recommended for survey control.
 CY1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1115.See file dsdata.txt to determine how the superseded data were derived.
 CY1115
 CY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5905628240(NAD 83)
 CY1115_MARKER: DD = SURVEY DISK
 CY1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1115
 CY1115  HISTORY     - Date     Condition        Report By
 CY1115  HISTORY     - 1976     MONUMENTED       AZDT
 CY1115
 CY1115                          STATION DESCRIPTION
 CY1115
 CY1115'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1115'THE STATION IS ABOUT 24 MILES EAST SOUTHEAST OF SAFFORD,
 CY1115'19 MILES SOUTH OF CLIFTON AND ABOUT 800 FEET NORTH OF U.S.
 CY1115'HWY. 70.
 CY1115'
 CY1115'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MICRO 1976
 CY1115'AND IS SET IN A 10 INCH DIAMETER CONCRETE POST PROJECTING 5 INCHES
 CY1115'AND IS MARKED WITH A WITNESS POST AND SIGN 3 FEET TO SOUTH.
 CY1115'
 CY1115'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 CY1115'MICRO RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1115'PROJECTING 3 INCHES ABOVE GROUND.
 CY1115'
 CY1115'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED MICRO
 CY1115'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1115'PROJECTING 5 INCHES.
 CY1115'
 CY1115'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND
 CY1115'666, 10 MILES EAST OF SAFFORD, TRAVEL EAST SOUTHEAST ON HWY. 70
 CY1115'TO MILE POST 365.57.  TURN LEFT (NORTH) ON MICRO STATION ROAD
 CY1115'ACROSS A CATTLE GUARD AND MAKE A SHARP LEFT TURN AND FOLLOW
 CY1115'FENCE LINE FOR 0.2 MILE, TURN RIGHT ON DIM TRACK AND CONTINUE
 CY1115'UP A RIDGE FOR 800 FEET TO STATION.
 CY1115'
 CY1115'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0138 ***********************************************************************
 DV0138  DESIGNATION -  MICRO RM 1
 DV0138  PID         -  DV0138
 DV0138  STATE/COUNTY-  AZ/MARICOPA
 DV0138  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0138
 DV0138                         *CURRENT SURVEY CONTROL
 DV0138  ___________________________________________________________________
 DV0138* NAD 83(1986)-  33 49 20.     (N)    112 08 13.     (W)     SCALED    
 DV0138* NAVD 88     -       618.83   (+/-2cm)    2030.3    (feet)  VERTCON   
 DV0138  ___________________________________________________________________
 DV0138  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DV0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0138
 DV0138.The horizontal coordinates were scaled from a topographic map and have
 DV0138.an estimated accuracy of +/- 6 seconds.
 DV0138
 DV0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0138.The vertical order pertains to the NGVD 29 superseded value.
 DV0138
 DV0138.The geoid height was determined by GEOID03.
 DV0138
 DV0138;                    North         East    Units  Estimated Accuracy
 DV0138;SPC AZ C     -   312,960.      192,970.      MT  (+/- 180 meters Scaled)
 DV0138
 DV0138                          SUPERSEDED SURVEY CONTROL
 DV0138
 DV0138  NGVD 29 (??/??/92)  618.225  (m)         2028.29   (f) ADJ UNCH    2 0
 DV0138
 DV0138.Superseded values are not recommended for survey control.
 DV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0138.See file dsdata.txt to determine how the superseded data were derived.
 DV0138
 DV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947430(NAD 83)
 DV0138_MARKER: DR = REFERENCE MARK DISK
 DV0138_SETTING: 80 = SET IN A BOULDER
 DV0138_SP_SET: BOULDER
 DV0138_STAMPING: MICRO NO 1 1959
 DV0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0138+STABILITY: SURFACE MOTION
 DV0138
 DV0138  HISTORY     - Date     Condition        Report By
 DV0138  HISTORY     - 1959     MONUMENTED       CGS
 DV0138  HISTORY     - 1970     GOOD             NGS
 DV0138  HISTORY     - 19951015 GOOD             USPSQD
 DV0138
 DV0138                          STATION DESCRIPTION
 DV0138
 DV0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0138'6.0 MI S FROM NEW RIVER.
 DV0138'6.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0138'RIVER TO PIONEER INTERCHANGE, THENCE 0.5 MILE EAST ALONG THE GRADED
 DV0138'ROAD TO THE MICRO TOWER AND THE MARK.  70 FEET NORTH OF THE WITNESS
 DV0138'POST, 63 1/2 FEET NORTH OF THE STATION.  THE MARK IS SET IN A DRILL
 DV0138'HOLE IN A BOULDER WHICH PROJECTS ABOUT 10 INCHES.
 DV0138
 DV0138                          STATION RECOVERY (1995)
 DV0138
 DV0138'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0139 ***********************************************************************
 DV0139  DESIGNATION -  MICRO RM 2
 DV0139  PID         -  DV0139
 DV0139  STATE/COUNTY-  AZ/MARICOPA
 DV0139  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0139
 DV0139                         *CURRENT SURVEY CONTROL
 DV0139  ___________________________________________________________________
 DV0139* NAD 83(1986)-  33 49 20.     (N)    112 08 13.     (W)     SCALED    
 DV0139* NAVD 88     -       620.51   (+/-2cm)    2035.8    (feet)  VERTCON   
 DV0139  ___________________________________________________________________
 DV0139  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DV0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0139
 DV0139.The horizontal coordinates were scaled from a topographic map and have
 DV0139.an estimated accuracy of +/- 6 seconds.
 DV0139
 DV0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0139.The vertical order pertains to the NGVD 29 superseded value.
 DV0139
 DV0139.The geoid height was determined by GEOID03.
 DV0139
 DV0139;                    North         East    Units  Estimated Accuracy
 DV0139;SPC AZ C     -   312,960.      192,970.      MT  (+/- 180 meters Scaled)
 DV0139
 DV0139                          SUPERSEDED SURVEY CONTROL
 DV0139
 DV0139  NGVD 29 (??/??/92)  619.913  (m)         2033.83   (f) ADJ UNCH    2 0
 DV0139
 DV0139.Superseded values are not recommended for survey control.
 DV0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0139.See file dsdata.txt to determine how the superseded data were derived.
 DV0139
 DV0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947430(NAD 83)
 DV0139_MARKER: DR = REFERENCE MARK DISK
 DV0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0139_SP_SET: CONCRETE BASE
 DV0139_STAMPING: MICRO NO 2 1959
 DV0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0139
 DV0139  HISTORY     - Date     Condition        Report By
 DV0139  HISTORY     - 1959     MONUMENTED       CGS
 DV0139  HISTORY     - 1970     GOOD             NGS
 DV0139  HISTORY     - 19951015 GOOD             USPSQD
 DV0139
 DV0139                          STATION DESCRIPTION
 DV0139
 DV0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0139'6.0 MI S FROM NEW RIVER.
 DV0139'6.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0139'RIVER TO PIONEER INTERCHANGE, THENCE 0.5 MILE EAST ALONG THE GRADED
 DV0139'ROAD TO THE MICRO TOWER AND THE MARK.  THE MARK IS SET IN A DRILL HOLE
 DV0139'IN THE CONCRETE BASE FOR THE NORTHWEST LEG OF THE TOWER.
 DV0139
 DV0139                          STATION RECOVERY (1995)
 DV0139
 DV0139'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0565 ***********************************************************************
 DA0565  DESIGNATION -  MID
 DA0565  PID         -  DA0565
 DA0565  STATE/COUNTY-  AZ/MARICOPA
 DA0565  USGS QUAD   -  THEBA (1973)
 DA0565
 DA0565                         *CURRENT SURVEY CONTROL
 DA0565  ___________________________________________________________________
 DA0565* NAD 83(1992)-  32 54 32.65526(N)    112 58 19.78890(W)     ADJUSTED  
 DA0565* NAVD 88     -       221.448  (meters)     726.53   (feet)  ADJUSTED  
 DA0565  ___________________________________________________________________
 DA0565  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 DA0565  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0565  DYNAMIC HT  -         221.192 (meters)     725.69  (feet)  COMP
 DA0565  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 DA0565
 DA0565  HORZ ORDER  -  FIRST
 DA0565  VERT ORDER  -  FIRST     CLASS II
 DA0565
 DA0565.The horizontal coordinates were established by classical geodetic methods
 DA0565.and adjusted by the National Geodetic Survey in August 1993.
 DA0565
 DA0565.The orthometric height was determined by differential leveling
 DA0565.and adjusted in June 1991.
 DA0565
 DA0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0565
 DA0565.The geoid height was determined by GEOID03.
 DA0565
 DA0565.The dynamic height is computed by dividing the NAVD 88
 DA0565.geopotential number by the normal gravity value computed on the
 DA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0565.degrees latitude (g = 980.6199 gals.).
 DA0565
 DA0565.The modeled gravity was interpolated from observed gravity values.
 DA0565
 DA0565;                    North         East     Units Scale Factor Converg.
 DA0565;SPC AZ C     -   212,162.314   114,626.932   MT  1.00002016   -0 34 24.6
 DA0565;SPC AZ C     -   696,070.58    376,072.61   iFT  1.00002016   -0 34 24.6
 DA0565;UTM  12      - 3,642,931.588   315,564.915   MT  1.00001944   -1 04 18.5
 DA0565
 DA0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0565!SPC AZ C     -   0.99997017  x   1.00002016  =   0.99999033
 DA0565!UTM  12      -   0.99997017  x   1.00001944  =   0.99998961
 DA0565
 DA0565|---------------------------------------------------------------------|
 DA0565| PID    Reference Object                     Distance      Geod. Az  |
 DA0565|                                                           dddmmss.s |
 DA0565| DA0566 MID RM 2                             23.497 METERS 06541     |
 DA0565| CH5924 MID AZ MK RESET                                    0784127.6 |
 DA0565| DA1247 MID RM 3 AZIMUTH                                   0794730.6 |
 DA0565| CH5932 MID RM 9                             12.565 METERS 08455     |
 DA0565| CH5926 MID RM 3                             26.696 METERS 09503     |
 DA0565| CH5929 MID RM 6                             34.662 METERS 12811     |
 DA0565| CH5931 MID RM 8                             34.659 METERS 12811     |
 DA0565| CH5928 MID RM 5                             18.526 METERS 13422     |
 DA0565| CH5925 MID RM 1                             25.023 METERS 15935     |
 DA0565| CH5930 MID RM 7                             33.793 METERS 19837     |
 DA0565| CH5927 MID RM 4                             17.203 METERS 21958     |
 DA0565| CH5923 MID AZ MK                                          2542219.0 |
 DA0565|---------------------------------------------------------------------|
 DA0565
 DA0565                          SUPERSEDED SURVEY CONTROL
 DA0565
 DA0565  NAD 83(1986)-  32 54 32.64886(N)    112 58 19.79459(W) AD(       ) 1
 DA0565  NAD 27      -  32 54 32.47100(N)    112 58 17.16600(W) AD(       ) 1
 DA0565  NGVD 29 (??/??/92)  220.766  (m)          724.30   (f) ADJ UNCH    1 2
 DA0565
 DA0565.Superseded values are not recommended for survey control.
 DA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0565.See file dsdata.txt to determine how the superseded data were derived.
 DA0565
 DA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1556542932(NAD 83)
 DA0565_MARKER: DS = TRIANGULATION STATION DISK
 DA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0565_STAMPING: MID 1934
 DA0565_MARK LOGO: CGS   
 DA0565_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0565+STABILITY: SURFACE MOTION
 DA0565
 DA0565  HISTORY     - Date     Condition        Report By
 DA0565  HISTORY     - 1934     MONUMENTED       CGS
 DA0565  HISTORY     - 1952     GOOD             CGS
 DA0565  HISTORY     - 1953     GOOD             CGS
 DA0565  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DA0565  HISTORY     - 1958     GOOD             CGS
 DA0565  HISTORY     - 1960     GOOD             CGS
 DA0565  HISTORY     - 1960     GOOD             NGS
 DA0565  HISTORY     - 1974     GOOD             NGS
 DA0565  HISTORY     - 1980     GOOD             NGS
 DA0565  HISTORY     - 1980     GOOD             NGS
 DA0565  HISTORY     - 1980     GOOD             NGS
 DA0565
 DA0565                          STATION DESCRIPTION
 DA0565
 DA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA0565'TO REACH FROM GILA BEND, GO WEST ON U.S. HIGHWAY NO. 80
 DA0565'FOR 15.2 MILES TO A SIGN ON RIGHT SIDE OF HIGHWAY (NORTH SIDE)
 DA0565'READING MIDWAY GARAGE REPAIRING 7 MILES.  STATION IS ABOUT
 DA0565'75 FEET FROM THIS SIGN ON LEFT SIDE OF ROAD.  MARKED BY A
 DA0565'STANDARD BRONZE DISK.  REFERENCE
 DA0565'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DA0565'25.023 METERS (82.10 FEET) FROM STATION S 20 DEG 25
 DA0565'MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DA0565'DISK, IS 23.497 METERS (77.09 FEET) FROM STATION
 DA0565'N 65 DEG 41 MIN E.  NO AZIMUTH MARK ESTABLISHED.  OTHER
 DA0565'STATIONS VISIBLE FROM THE GROUND.
 DA0565
 DA0565                          STATION RECOVERY (1952)
 DA0565
 DA0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0565'STATION IS LOCATED 15.2 MILES W ALONG THE SOUTHERN PACIFIC
 DA0565'CO. RAILROAD FROM THE WATER TANK AT GILA BEND, 14.5 MILES
 DA0565'E OF THE SOUTHERN PACIFIC CO. RAILROAD WATER TANK AT SENTINEL,
 DA0565'AND 78.3 FEET S OF THE CENTER LINE OF THE HIGHWAY.  IT IS 130.7
 DA0565'FEET N OF THE N RAIL OF THE MAIN LINE, 77.1 FEET W OF R.M. 2,
 DA0565'AND ABOUT 3 FEET LOWER THAN THE TRACK.
 DA0565'
 DA0565'STATION MARK IS A STANDARD STATION DISK, STAMPED MID 1934,
 DA0565'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA0565'THE GROUND.
 DA0565'
 DA0565'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED MID R.M.
 DA0565'NO 2 1934, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0565'FOOT ABOVE THE GROUND.  IT IS 141.6 FEET N OF THE N RAIL OF THE
 DA0565'MAIN LINE, 63 FEET S OF THE CENTER LINE OF THE HIGHWAY, 77.1
 DA0565'FEET E OF THE STATION, AND 1.6 FEET W OF A WITNESS POST.
 DA0565'
 DA0565'AZIMUTH MARK 3 IS A STANDARD AZIMUTH-MARK DISK, STAMPED MID
 DA0565'AZIMUTH NO 3 1934, SET IN THE N RAIL OF A CATTLE GUARD, 75
 DA0565'FEET W OF THE W BANK OF A CANAL WHERE THE CANAL GOES UNDER THE
 DA0565'HIGHWAY, 1 MILE E OF THE STATION, 29 FEET E OF A DIRT ROAD
 DA0565'LEADING N, 8.7 FEET E OF THE W END OF A RAIL OF A CATTLE GUARD,
 DA0565'4.1 FEET W OF THE E END OF A RAIL OF A CATTLE GUARD, 16.5 FEET
 DA0565'N OF THE CENTER LINE OF THE HIGHWAY AND THE CENTER LINE OF THE
 DA0565'CATTLE GUARD, AND ABOUT 0.6 FOOT ABOVE THE HIGHWAY.
 DA0565
 DA0565                          STATION RECOVERY (1953)
 DA0565
 DA0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RAG)
 DA0565'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK 3 WERE
 DA0565'RECOVERED IN GOOD CONDITION AS DESCRIBED ADEQUATELY BY J.R.P.
 DA0565'IN 1952.  DUE TO INFORMATION THAT REFERENCE MARK 2 AND AZIMUTH
 DA0565'MARK 3 (BUT NOT THE STATION MARK) WOULD BE DESTROYED BY
 DA0565'ROAD WORK, TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WERE
 DA0565'ESTABLISHED.  A DESCRIPTION OF THE NEW MARKS FOLLOWS--
 DA0565'
 DA0565'REFERENCE MARK 3 IS 100 FT. S OF THE CENTERLINE OF THE HIGHWAY,
 DA0565'AND 71.2 FT. E OF THE STATION.  IT IS A STANDARD DISK, SET
 DA0565'IN A 10-IN. CONCRETE POST PROJECTING 4 IN., AND STAMPED MID 1934
 DA0565'NO 3.
 DA0565'
 DA0565'REFERENCE MARK 4 IS 113 FT. S OF THE CENTERLINE OF THE HIGHWAY,
 DA0565'56.4 FT. SW OF THE STATION, AND LYING APPROXIMATELY ON THE
 DA0565'RAILROAD PROPERTY LINE MARKED BY 4-IN. WHITE POSTS.  IT IS A
 DA0565'STANDARD DISK, SET IN A 10-IN. CONCRETE POST PROJECTING 4 IN.,
 DA0565'AND STAMPED MID 1934 NO 4.
 DA0565'
 DA0565'THE AZIMUTH MARK, RESET IN 1953, IS 0.75 MI. W OF THE STATION,
 DA0565'AND ABOUT 150 YDS. E OF RAILROAD STATION PIEDRA.  IT IS 83 FT.
 DA0565'S OF THE CENTERLINE OF U.S. HIGHWAY 80, AND 75 FT. E OF THE
 DA0565'CENTER OF THE GRAVEL SIDE ROAD LEADING TO THE RAILROAD STATION.
 DA0565'THE MARK IS A STANDARD AZIMUTH-MARK DISK, SET IN A 10-IN.
 DA0565'CONCRETE POST PROJECTING 4 IN., AND STAMPED MID 1934 RESET 1953.
 DA0565
 DA0565                          STATION RECOVERY (1956)
 DA0565
 DA0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DA0565'THE STATION, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE
 DA0565'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO.
 DA0565'5 WAS ESTABLISHED.  DUE TO THE NEARNESS OF THE STATION TO U.S.
 DA0565'HIGHWAY 80, OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER OVER
 DA0565'R.M. NO. 5.
 DA0565'
 DA0565'FOLLOWING IS A NEW DESCRIPTION--
 DA0565'
 DA0565'THE STATION IS LOCATED ABOUT 16 MILES WEST OF GILA BEND AND
 DA0565'ABOUT 14 MILES EAST OF SENTINEL ON THE ROAD RIGHT-OF-WAY,
 DA0565'93 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND 33 FEET
 DA0565'SOUTH OF THE CENTER OF U.S. HIGHWAY 80.  THE MARK IS STAMPED MID
 DA0565'1934 AND PROJECTS 3 INCHES.
 DA0565'
 DA0565'REFERENCE MARK NO. 4 IS ON THE ROAD RIGHT-OF-WAY, 66 FEET
 DA0565'SOUTH OF THE CENTER OF U.S. HIGHWAY 80.  THE MARK IS STAMPED
 DA0565'MID NO 4 1934 AND PROJECTS 5 INCHES.
 DA0565'
 DA0565'REFERENCE MARK NO. 5 IS ON THE ROAD RIGHT-OF-WAY, 87 FEET SOUTH
 DA0565'OF THE CENTER OF U.S. HIGHWAY 80 AND 60 FEET NORTH OF THE NORTH
 DA0565'RAIL OF RAILROAD TRACK.  THE MARK IS STAMPED MID NO 5 1934
 DA0565'AND PROJECTS 3 INCHES.
 DA0565'
 DA0565'THE AZIMUTH MARK IS AT THE NORTH END OF A CATTLE GUARD ACROSS
 DA0565'U.S. HIGHWAY 80, 16 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 DA0565'IT IS A REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 DA0565'CONCRETE HEADWALL OF THE CATTLE GUARD.  THE MARK IS STAMPED
 DA0565'MID AZIMUTH NO 3 1934.
 DA0565'
 DA0565'TO REACH THE STATION FROM THE POST OFFICE IN SENTINEL, GO EAST
 DA0565'ON U.S. HIGHWAY 80 FOR 13.5 MILES TO THE PIEDRA RAILROAD SIDING
 DA0565'ON THE RIGHT, CONTINUE EAST FOR 0.75 MILE TO THE STATION ON THE
 DA0565'RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.95 MILE TO A CATTLE
 DA0565'GUARD ACROSS HIGHWAY AND THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 DA0565
 DA0565                          STATION RECOVERY (1958)
 DA0565
 DA0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 DA0565'THE STATION MARK, REFERENCE MARK NO. 4 AND REFERENCE MARK
 DA0565'NO. 5 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DA0565'DUE TO HIGHWAY CONSTRUCTION REFERENCE MARKS 4 AND 5 WERE DESTROYED
 DA0565'AND 6 AND 7 WERE ESTABLISHED.
 DA0565'
 DA0565'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DA0565'
 DA0565'THE STATION IS LOCATED ABOUT 15 MILES WEST OF GILA BEND, 14
 DA0565'MILES EAST OF SENTINEL, 1 MILE EAST OF THE RAILROAD SIDING
 DA0565'OF PIEDRA ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 80.
 DA0565'
 DA0565'TO REACH THE STATION FROM THE POST OFFICE IN GILA BEND, GO
 DA0565'WEST ON U.S. HIGHWAY 80 FOR 13.8 MILES TO A HIGHWAY OVERPASS,
 DA0565'CONTINUE WEST ON THE HIGHWAY FOR 0.75 MILE TO THE STATION
 DA0565'ON THE SOUTH SIDE OF THE HIGHWAY.
 DA0565'
 DA0565'THE STATION MARK, STAMPED MID 1934, IS A STANDARD DISK SET
 DA0565'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DA0565'2 INCHES.  IT IS 115 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 DA0565'TRACK, 36 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 80 AND
 DA0565'6.5 FEET NORTH OF A WITNESS SIGN POST.
 DA0565'
 DA0565'REFERENCE MARK NO. 6, STAMPED MID NO 6 1958, IS A STANDARD
 DA0565'DISK WELDED TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS
 DA0565'5 INCHES AND IS SURROUNDED BY A MASS OF CONCRETE.  IT IS
 DA0565'128 FEET SOUTH OF THE CENTER OF THE EASTBOUND TRAFFIC LANE
 DA0565'OF U.S. HIGHWAY 80, 108 FEET SOUTHEAST OF A WITNESS SIGN
 DA0565'POST AND 24 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK.
 DA0565'
 DA0565'REFERENCE MARK NO. 7, STAMPED MID NO 7 1958, IS A STANDARD
 DA0565'DISK WELDED TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS
 DA0565'5 INCHES AND IS SURROUNDED BY A MASS OF CONCRETE.  IT IS
 DA0565'128 FEET SOUTH OF THE CENTER OF THE EASTBOUND TRAFFIC LANE OF
 DA0565'U.S. HIGHWAY 80, 106 FEET SOUTHWEST OF A WITNESS SIGN POST AND
 DA0565'25 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK.
 DA0565
 DA0565                          STATION RECOVERY (1960)
 DA0565
 DA0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0565'THE STATION AND REFERENCE MARK NO. 7 WERE RECOVERED AS DESCRIBED
 DA0565'IN THE 1958 DESCRIPTION AND FOUND TO BE IN GOOD CONDITION.
 DA0565'REFERENCE MARK NO. 8 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 DA0565'THE TO REACH IS ADEQUATE.
 DA0565'
 DA0565'THE PIPE THAT REFERENCE MARK NO. 6 WAS SET IN HAD BEEN BROKEN
 DA0565'OFF AND REFERENCE MARK NO. 8 WAS SET IN THE SAME PIPE AND
 DA0565'REINFORCED WITH CONCRETE.  REFERENCE MARK NO. 8, STAMPED MID
 DA0565'NO 8 1934, IS A STANDARD DISK, 128 FEET SOUTH OF THE CENTERLINE
 DA0565'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 80, 24 FEET NORTH
 DA0565'OF THE NORTH RAIL OF THE RAILROAD AND FLUSH WITH THE GROUND.
 DA0565'
 DA0565'THE AZIMUTH MARK, STAMPED MID 1934 RESET 1960, IS A STANDARD DISK
 DA0565'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST CONCRETE
 DA0565'ABUTMENT OF THE EAST BOUND TRAFFIC OVERHEAD OVER PAINTED ROCK
 DA0565'ROAD, 200 FEET WEST OF HIGHWAY MILE POLE 105, 24 FEET SOUTH OF
 DA0565'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE AND 3-1/2 FEET
 DA0565'ABOVE THE ROADWAY.
 DA0565
 DA0565                          STATION RECOVERY (1960)
 DA0565
 DA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0565'14.55 MI W FROM GILA BEND.
 DA0565'14.55 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT GILA BEND,
 DA0565'0.75 MILE WEST OF A HIGHWAY OVERPASS, 115 FEET NORTH OF THE NORTH RAIL
 DA0565'OF THE RAILROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 DA0565'TRAFFIC LANE, 6 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 DA0565'SQUARE CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK IS ALSO
 DA0565'14.5 MILES EAST OF THE SOUTHERN PACIFIC CO. RAILROAD WATER TANK AT
 DA0565'SENTINEL.
 DA0565
 DA0565                          STATION RECOVERY (1974)
 DA0565
 DA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DA0565'THE STATION MARK, REFERENCE MARK 7 AND THE AZIMUTH MARK
 DA0565'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 8
 DA0565'WAS SHEARED OFF AT GROUND LEVEL AND REFERENCE MARK 9 WAS
 DA0565'ESTABLISHED AT THIS TIME.
 DA0565'
 DA0565'REFERENCE MARK 9 IS A STANDARD DISK STAMPED, MID 1934 NO 9
 DA0565'1974.  IT IS SET IN TOP OF A 14 INCH CONCRETE MONUMENT
 DA0565'WHICH PROJECTS ABOUT 1 INCH.  IT IS SET UNDER THE CHAIN LINK
 DA0565'FENCE BETWEEN THE EAST BOUND LANE OF I-8 AND THE SOUTH FRONTAGE
 DA0565'ROAD.
 DA0565'
 DA0565'THE ROUTE TO THE STATION IS ADEQUATE.
 DA0565'
 DA0565'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0565'
 DA0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES WEST
 DA0565'OF GILA BEND
 DA0565
 DA0565                          STATION RECOVERY (1980)
 DA0565
 DA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0565'24.5 KM (15.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0565'THE MARTIN AVENUE CROSSING IN GILA BEND, 1.2 KM (0.75 MI) SOUTHWEST OF
 DA0565'PAINTED ROCK ROAD, ON THE SOUTHEAST RIGHT-OF-WAY FOR INTERSTATE
 DA0565'HIGHWAY 8, 35.1 METERS (115 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA0565'MAIN TRACK, 11.9 METERS (39.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0565'EAST-BOUND LANES OF THE INTERSTATE, 9.1 METERS (30.0 FT) NORTHWEST OF
 DA0565'THE CENTERLINE OF THE FRONTAGE ROAD, 2.1 METERS (7.0 FT) NORTHWEST OF
 DA0565'THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0565'THE MARK IS 1.8 METERS  NW FROM A WITNESS POST.
 DA0565'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0565
 DA0565                          STATION RECOVERY (1980)
 DA0565
 DA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0565'24.5 KM (15.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0565'THE MARTIN AVENUE CROSSING IN GILA BEND, 1.2 KM (0.75 MI) SOUTHWEST OF
 DA0565'PAINTED ROCK ROAD, ON THE SOUTHEAST RIGHT-OF-WAY FOR INTERSTATE
 DA0565'HIGHWAY 8, 35.1 METERS (115 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA0565'MAIN TRACK, 11.9 METERS (39.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0565'EAST-BOUND LANES OF THE INTERSTATE, 9.1 METERS (30.0 FT) NORTHWEST OF
 DA0565'THE CENTERLINE OF THE FRONTAGE ROAD, 2.1 METERS (7.0 FT) NORTHWEST OF
 DA0565'THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0565'THE MARK IS 1.8 METERS  NW FROM A WITNESS POST.
 DA0565'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0565
 DA0565                          STATION RECOVERY (1980)
 DA0565
 DA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0900 ***********************************************************************
 ET0900  DESIGNATION -  MID
 ET0900  PID         -  ET0900
 ET0900  STATE/COUNTY-  AZ/YAVAPAI
 ET0900  USGS QUAD   -  PAULDEN (1979)
 ET0900
 ET0900                         *CURRENT SURVEY CONTROL
 ET0900  ___________________________________________________________________
 ET0900* NAD 83(1992)-  34 55 40.85277(N)    112 26 44.26585(W)     ADJUSTED  
 ET0900* NAVD 88     -      1435.1    (meters)    4708.     (feet)  VERTCON   
 ET0900  ___________________________________________________________________
 ET0900  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 ET0900  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ET0900  HORZ ORDER  -  SECOND
 ET0900
 ET0900.The horizontal coordinates were established by classical geodetic methods
 ET0900.and adjusted by the National Geodetic Survey in August 1993.
 ET0900
 ET0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0900
 ET0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0900
 ET0900.The geoid height was determined by GEOID03.
 ET0900
 ET0900;                    North         East     Units Scale Factor Converg.
 ET0900;SPC AZ C     -   435,716.690   165,034.304   MT  0.99992877   -0 18 10.3
 ET0900;SPC AZ C     - 1,429,516.70    541,451.13   iFT  0.99992877   -0 18 10.3
 ET0900;UTM  12      - 3,866,014.025   367,963.636   MT  0.99981487   -0 49 40.1
 ET0900
 ET0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0900!SPC AZ C     -   0.99977882  x   0.99992877  =   0.99970761
 ET0900!UTM  12      -   0.99977882  x   0.99981487  =   0.99959373
 ET0900
 ET0900|---------------------------------------------------------------------|
 ET0900| PID    Reference Object                     Distance      Geod. Az  |
 ET0900|                                                           dddmmss.s |
 ET0900| CH3654 MID RM 1                             12.202 METERS 04941     |
 ET0900| ET0899 FOREST                              APPROX. 1.0 KM 0521629.4 |
 ET0900| CH3655 MID RM 2                             18.454 METERS 22129     |
 ET0900|---------------------------------------------------------------------|
 ET0900
 ET0900                          SUPERSEDED SURVEY CONTROL
 ET0900
 ET0900  NAD 83(1986)-  34 55 40.85101(N)    112 26 44.26327(W) AD(       ) 2
 ET0900  NAD 27      -  34 55 40.78326(N)    112 26 41.65119(W) AD(       ) 2
 ET0900  NGVD 29 (07/19/86) 1434.3    (m)         4706.     (f) VERT ANG    3  
 ET0900
 ET0900.Superseded values are not recommended for survey control.
 ET0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0900.See file dsdata.txt to determine how the superseded data were derived.
 ET0900
 ET0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6796466014(NAD 83)
 ET0900_MARKER: DD = SURVEY DISK
 ET0900_SETTING: 80 = SET IN A BOULDER
 ET0900_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0900+STABILITY: SURFACE MOTION
 ET0900
 ET0900  HISTORY     - Date     Condition        Report By
 ET0900  HISTORY     - 1980     MONUMENTED       AZDT
 ET0900
 ET0900                          STATION DESCRIPTION
 ET0900
 ET0900'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0900'THE STATION IS LOCATED 3.3 MILES NORTHEAST OF PAULDEN ALONG THE WEST
 ET0900'SIDE OF U.S. HIGHWAY 89.
 ET0900'
 ET0900'THE STATION MARK IS AN ADOT DISK STAMPED MID 1980.  IT IS SET IN A
 ET0900'DRILL HOLE IN A BOULDER, 3 FEET WEST OF WITNESS POST AND 3 FEET
 ET0900'NORTHEAST OF THE RIGHT OF WAY FENCELINE.
 ET0900'
 ET0900'REFERENCE MARK 1 IS AN ADOT DISK STAMPED MID RM 1 1980.  IT IS SET IN
 ET0900'A ROCK OUTCROP, 6 FEET NORTHEAST OF FENCELINE.
 ET0900'
 ET0900'REFERENCE MARK 2 IS AN ADOT DISK STAMPED MID RM 2 1980.  IT IS SET IN
 ET0900'A DRILL HOLE IN AN OUTCROP WHICH IS 6 FEET NORTHEAST OF THE FENCELINE.
 ET0900'
 ET0900'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 ET0900'U.S. HIGHWAY 89 FOR 3.3 MILES TO THE STATION ON THE LEFT ON TOP OF A
 ET0900'LARGE HIGHWAY CUTBANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1984 ***********************************************************************
 CZ1984  DESIGNATION -  MID
 CZ1984  PID         -  CZ1984
 CZ1984  STATE/COUNTY-  AZ/PIMA
 CZ1984  USGS QUAD   -  THREE POINTS (1992)
 CZ1984
 CZ1984                         *CURRENT SURVEY CONTROL
 CZ1984  ___________________________________________________________________
 CZ1984* NAD 83(1992)-  32 05 16.04363(N)    111 17 08.71934(W)     ADJUSTED  
 CZ1984* NAVD 88     -       771.3    (meters)    2531.     (feet)  VERTCON   
 CZ1984  ___________________________________________________________________
 CZ1984  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CZ1984  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ1984  HORZ ORDER  -  SECOND
 CZ1984
 CZ1984.The horizontal coordinates were established by classical geodetic methods
 CZ1984.and adjusted by the National Geodetic Survey in August 1993.
 CZ1984
 CZ1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1984
 CZ1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1984
 CZ1984.The geoid height was determined by GEOID03.
 CZ1984
 CZ1984;                    North         East     Units Scale Factor Converg.
 CZ1984;SPC AZ C     -   120,775.045   272,914.489   MT  0.99994373   +0 20 06.6
 CZ1984;SPC AZ C     -   396,243.59    895,388.74   iFT  0.99994373   +0 20 06.6
 CZ1984;UTM  12      - 3,550,202.329   473,034.578   MT  0.99960897   -0 09 06.5
 CZ1984
 CZ1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1984!SPC AZ C     -   0.99988361  x   0.99994373  =   0.99982735
 CZ1984!UTM  12      -   0.99988361  x   0.99960897  =   0.99949262
 CZ1984
 CZ1984|---------------------------------------------------------------------|
 CZ1984| PID    Reference Object                     Distance      Geod. Az  |
 CZ1984|                                                           dddmmss.s |
 CZ1984| CH5935 MID RM 1                             23.481 METERS 01001     |
 CZ1984| CZ1978 MISS                                APPROX. 3.7 KM 0644806.1 |
 CZ1984| CH5936 MID RM 2                             12.687 METERS 16850     |
 CZ1984|---------------------------------------------------------------------|
 CZ1984
 CZ1984                          SUPERSEDED SURVEY CONTROL
 CZ1984
 CZ1984  NAD 83(1986)-  32 05 16.03875(N)    111 17 08.71830(W) AD(       ) 2
 CZ1984  NAD 27      -  32 05 15.76025(N)    111 17 06.34575(W) AD(       ) 2
 CZ1984  NGVD 29 (07/19/86)  770.6    (m)         2528.     (f) VERT ANG    3  
 CZ1984
 CZ1984.Superseded values are not recommended for survey control.
 CZ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1984.See file dsdata.txt to determine how the superseded data were derived.
 CZ1984
 CZ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7303550202(NAD 83)
 CZ1984_MARKER: DD = SURVEY DISK
 CZ1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1984
 CZ1984  HISTORY     - Date     Condition        Report By
 CZ1984  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1984  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ1984
 CZ1984                          STATION DESCRIPTION
 CZ1984
 CZ1984'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1984'THE STATION IS ABOUT 20.5 MILES SOUTHWEST OF TUCSON AND 1.8 MILES
 CZ1984'NORTHEAST OF ROBLES JUNCTION ON THE NORTH SIDE OF ARIZONA HIGHWAY 86.
 CZ1984'
 CZ1984'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED MID 1978.  IT IS
 CZ1984'SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 CZ1984'44.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 77.7 FEET NORTHEAST OF A
 CZ1984'GATE IN THE RIGHT-OF-WAY FENCE AND JUST EAST OF A POWER LINE, MARKED
 CZ1984'BY A WITNESS POST AND SIGN 4 FEET EAST OF STATION.
 CZ1984'
 CZ1984'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED MID RM 1
 CZ1984'1978.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT WHICH
 CZ1984'IS 35 FEET EAST OF A POWER POLE AND 57.5 FEET EAST OF A TRACK ROAD
 CZ1984'ALONG POWER LINE.
 CZ1984'
 CZ1984'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED MID RM 2
 CZ1984'1978.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT WHICH
 CZ1984'IS ABOUT 3.3 FEET NORTH OF RIGHT-OF-WAY FENCE AND 55.1 FEET EAST OF A
 CZ1984'GATE IN FENCELINE AND 53.5 FEET NORTH OF HIGHWAY CENTERLINE.
 CZ1984'
 CZ1984'TO REACH THE STATION FROM THE INTERSECTION OF MISSION ROAD AND AJO WAY
 CZ1984'IN SOUTHWEST TUCSON, TRAVEL SOUTHWEST ALONG HIGHWAY 86 FOR 18.35 MILES
 CZ1984'TO MILE POST 152.25 AND THE STATION ON NORTH SIDE OF HIGHWAY.
 CZ1984
 CZ1984                          STATION RECOVERY (1995)
 CZ1984
 CZ1984'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1566 ***********************************************************************
 DA1566  DESIGNATION -  MID
 DA1566  PID         -  DA1566
 DA1566  STATE/COUNTY-  AZ/MARICOPA
 DA1566  USGS QUAD   -  MIDWAY (1986)
 DA1566
 DA1566                         *CURRENT SURVEY CONTROL
 DA1566  ___________________________________________________________________
 DA1566* NAD 83(1992)-  32 39 24.60602(N)    112 51 38.10242(W)     ADJUSTED  
 DA1566* NAVD 88     -       341.68   (+/-2cm)    1121.0    (feet)  VERTCON   
 DA1566  ___________________________________________________________________
 DA1566  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DA1566  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA1566  HORZ ORDER  -  SECOND
 DA1566  VERT ORDER  -  THIRD ? (See Below)
 DA1566
 DA1566.The horizontal coordinates were established by classical geodetic methods
 DA1566.and adjusted by the National Geodetic Survey in August 1993.
 DA1566
 DA1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1566.The vertical order pertains to the NGVD 29 superseded value.
 DA1566
 DA1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1566
 DA1566.The geoid height was determined by GEOID03.
 DA1566
 DA1566;                    North         East     Units Scale Factor Converg.
 DA1566;SPC AZ C     -   184,091.458   124,815.160   MT  0.99999665   -0 30 33.8
 DA1566;SPC AZ C     -   603,974.60    409,498.56   iFT  0.99999665   -0 30 33.8
 DA1566;UTM  12      - 3,614,773.796   325,509.367   MT  0.99997545   -1 00 15.3
 DA1566
 DA1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1566!SPC AZ C     -   0.99995129  x   0.99999665  =   0.99994794
 DA1566!UTM  12      -   0.99995129  x   0.99997545  =   0.99992674
 DA1566
 DA1566:                Primary Azimuth Mark                     Grid Az
 DA1566:SPC AZ C     -  ARID                                     009 09 13.8
 DA1566:UTM  12      -  ARID                                     009 38 55.3
 DA1566
 DA1566|---------------------------------------------------------------------|
 DA1566| PID    Reference Object                     Distance      Geod. Az  |
 DA1566|                                                           dddmmss.s |
 DA1566| DA1565 ARID                                APPROX. 3.2 KM 0083840.0 |
 DA1566| CH5933 MID RM 1                             12.902 METERS 01208     |
 DA1566| CH5934 MID RM 2                             12.902 METERS 19204     |
 DA1566|---------------------------------------------------------------------|
 DA1566
 DA1566                          SUPERSEDED SURVEY CONTROL
 DA1566
 DA1566  NAD 83(1986)-  32 39 24.60057(N)    112 51 38.10947(W) AD(       ) 2
 DA1566  NAD 27      -  32 39 24.41233(N)    112 51 35.52084(W) AD(       ) 2
 DA1566  NGVD 29 (07/19/86)  341.04   (m)         1118.9    (f) LEVELING    3  
 DA1566
 DA1566.Superseded values are not recommended for survey control.
 DA1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1566.See file dsdata.txt to determine how the superseded data were derived.
 DA1566
 DA1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2550914774(NAD 83)
 DA1566_MARKER: DD = SURVEY DISK
 DA1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1566+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1566
 DA1566  HISTORY     - Date     Condition        Report By
 DA1566  HISTORY     - 1975     MONUMENTED       AZDT
 DA1566  HISTORY     - 19970216 GOOD             USPSQD
 DA1566  HISTORY     - 20060220 GOOD             USPSQD
 DA1566  HISTORY     - 20070603 GOOD             GEOCAC
 DA1566
 DA1566                          STATION DESCRIPTION
 DA1566
 DA1566'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1566'THE STATION IS LOCATED ABOUT 21.6 MILES SOUTHWEST OF GILA BEND
 DA1566'ALONG THE WEST RIGHT-OF-WAY OF STATE HWY. 85.
 DA1566'
 DA1566'THE STATION IS AN ADOT HIGHWAYS DIVISION DISK STAMPED MID
 DA1566'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT
 DA1566'PROJECTING 0.3 FEET.  THE STATION IS 10 FEET SOUTH OF MILE POST
 DA1566'22, 112 FEET WEST OF THE CENTERLINE OF STATE HWY. 85, 88 FEET
 DA1566'EAST OF THE WEST RIGHT-OF-WAY FENCE LINE AND 3.5 FEET EAST OF
 DA1566'A WITNESS POST.
 DA1566'
 DA1566'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DA1566'1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT IN THE WEST
 DA1566'RIGHT-OF-WAY OF STATE HWY. 85.  THE MARK IS 42-1/2 FEET NORTH OF
 DA1566'A WITNESS POST AND 90-1/2 FEET EAST OF A RIGHT-OF-WAY FENCE.
 DA1566'
 DA1566'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DA1566'1975 AND IS SET IN 10 INCH CONCRETE MONUMENT IN THE WEST
 DA1566'RIGHT-OF-WAY OF STATE HWY. 85, 42-1/2 FEET NORTH OF A WITNESS POST
 DA1566'AND 114-1/2 FEET WEST OF CENTERLINE OF HWY.
 DA1566'
 DA1566'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN GILA
 DA1566'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE HWY. 85
 DA1566'TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-8 UNDERPASS AND
 DA1566'CONTINUE ON STATE 85 TO MILE POST 22 (21.5 MILES) AND THE
 DA1566'STATION IN THE WEST RIGHT-OF-WAY.
 DA1566'
 DA1566'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1566
 DA1566                          STATION RECOVERY (1997)
 DA1566
 DA1566'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1566'RECOVERED IN GOOD CONDITION.
 DA1566
 DA1566                          STATION RECOVERY (2006)
 DA1566
 DA1566'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1566'RECOVERED AS DESCRIBED.
 DA1566
 DA1566                          STATION RECOVERY (2007)
 DA1566
 DA1566'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0957 ***********************************************************************
 ES0957  DESIGNATION -  MID
 ES0957  PID         -  ES0957
 ES0957  STATE/COUNTY-  AZ/GILA
 ES0957  USGS QUAD   -  GENTRY MOUNTAIN (1990)
 ES0957
 ES0957                         *CURRENT SURVEY CONTROL
 ES0957  ___________________________________________________________________
 ES0957* NAD 83(1992)-  34 02 04.39906(N)    110 47 09.24451(W)     ADJUSTED  
 ES0957* NAVD 88     -      1838.7    (meters)    6032.     (feet)  VERTCON   
 ES0957  ___________________________________________________________________
 ES0957  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 ES0957  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 ES0957  HORZ ORDER  -  THIRD
 ES0957
 ES0957.The horizontal coordinates were established by classical geodetic methods
 ES0957.and adjusted by the National Geodetic Survey in August 1993.
 ES0957
 ES0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0957
 ES0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0957
 ES0957.The geoid height was determined by GEOID03.
 ES0957
 ES0957;                    North         East     Units Scale Factor Converg.
 ES0957;SPC AZ E     -   336,659.376   156,180.620   MT  0.99994029   -0 20 47.7
 ES0957;SPC AZ E     - 1,104,525.51    512,403.61   iFT  0.99994029   -0 20 47.7
 ES0957;UTM  12      - 3,766,008.078   519,763.563   MT  0.99960481   +0 07 11.4
 ES0957
 ES0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0957!SPC AZ E     -   0.99971538  x   0.99994029  =   0.99965568
 ES0957!UTM  12      -   0.99971538  x   0.99960481  =   0.99932030
 ES0957
 ES0957|---------------------------------------------------------------------|
 ES0957| PID    Reference Object                     Distance      Geod. Az  |
 ES0957|                                                           dddmmss.s |
 ES0957| DZ1441 MID RM 1                              4.602 METERS 09628     |
 ES0957| DZ1442 MID RM 2                              6.065 METERS 21337     |
 ES0957| ES1091 SQUAW                               APPROX.16.1 KM 2601424.1 |
 ES0957|---------------------------------------------------------------------|
 ES0957
 ES0957                          SUPERSEDED SURVEY CONTROL
 ES0957
 ES0957  NAD 83(1986)-  34 02 04.39239(N)    110 47 09.24971(W) AD(       ) 3
 ES0957  NGVD 29 (09/20/88) 1837.9    (m)         6030.     (f) VERT ANG    3  
 ES0957
 ES0957.Superseded values are not recommended for survey control.
 ES0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0957.See file dsdata.txt to determine how the superseded data were derived.
 ES0957
 ES0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1976466008(NAD 83)
 ES0957_MARKER: DS = TRIANGULATION STATION DISK
 ES0957_SETTING: 66 = SET IN ROCK OUTCROP
 ES0957_SP_SET: SET IN ROCK OUTCROP
 ES0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0957+STABILITY: POSITION/ELEVATION WELL
 ES0957
 ES0957  HISTORY     - Date     Condition        Report By
 ES0957  HISTORY     - 1946     MONUMENTED       USGS
 ES0957  HISTORY     - 1947     GOOD             USGS
 ES0957  HISTORY     - 1960     GOOD             USGS
 ES0957
 ES0957                          STATION DESCRIPTION
 ES0957
 ES0957'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 ES0957'LOCATED ABOUT 11 MI SE. OF YOUNG, 4.5 MI SE. OF Q RANCH, 4 MI NE.
 ES0957'OF ROCKHOUSE.  ON HIGHEST POINT OF MIDDLE RIDGE BETWEEN ELLISON
 ES0957'CREEK TO N. AND SLOAN CREEK TO S.
 ES0957'
 ES0957'TO REACH FROM YOUNG, DRIVE 10.8 MI N. ON HEBER RD.  TAKE RIGHT
 ES0957'FORK FOLLOWING MAIN-TRAVELED TRUCK RD. 5.8 MI S. TO BOARD GATE,
 ES0957'PASS THROUGH GATE AND CONTINUE 2.7 MI S. TO Q RANCH.  TAKE RIGHT
 ES0957'FORK 2 MI S. ON ROCKHOUSE RD.  TURN LEFT 0.7 MI E. TO END OF
 ES0957'TRUCK TRAVEL.  GO E. TO SUMMIT OF RIDGE.  TURN LEFT (N.) AND CLIMB
 ES0957'TO SUMMIT AND STATION.  ABOUT A 30-MINUTE PACK.
 ES0957'
 ES0957'STATION MARK--STANDARD TABLET STAMPED---MID 1946---, CEMENTED IN
 ES0957'ROCK OUTCROP FLUSH WITH GROUND.
 ES0957'
 ES0957'RM 1--STANDARD TABLET STAMPED---NO 1---, CEMENTED IN ROCK OUTCROP.
 ES0957
 ES0957                          STATION RECOVERY (1947)
 ES0957
 ES0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 ES0957'RECOVERED AS DESCRIBED BY USGS.  RM 2 ADDED.
 ES0957'
 ES0957'RM 2--STANDARD TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 ES0957
 ES0957                          STATION RECOVERY (1960)
 ES0957
 ES0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1869 ***********************************************************************
 DV1869  DESIGNATION -  MID
 DV1869  PID         -  DV1869
 DV1869  STATE/COUNTY-  AZ/MARICOPA
 DV1869  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1869
 DV1869                         *CURRENT SURVEY CONTROL
 DV1869  ___________________________________________________________________
 DV1869* NAD 83(1992)-  33 44 59.22169(N)    112 07 58.12285(W)     ADJUSTED  
 DV1869* NAVD 88     -       544.3    (meters)    1786.     (feet)  VERTCON   
 DV1869  ___________________________________________________________________
 DV1869  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DV1869  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DV1869  HORZ ORDER  -  SECOND
 DV1869
 DV1869.The horizontal coordinates were established by classical geodetic methods
 DV1869.and adjusted by the National Geodetic Survey in August 1993.
 DV1869
 DV1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1869
 DV1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1869
 DV1869.The geoid height was determined by GEOID03.
 DV1869
 DV1869;                    North         East     Units Scale Factor Converg.
 DV1869;SPC AZ C     -   304,923.597   193,335.095   MT  0.99990494   -0 07 12.3
 DV1869;SPC AZ C     - 1,000,405.50    634,301.49   iFT  0.99990494   -0 07 12.3
 DV1869;UTM  12      - 3,734,989.353   395,078.908   MT  0.99973571   -0 37 45.9
 DV1869
 DV1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1869!SPC AZ C     -   0.99991917  x   0.99990494  =   0.99982411
 DV1869!UTM  12      -   0.99991917  x   0.99973571  =   0.99965490
 DV1869
 DV1869|---------------------------------------------------------------------|
 DV1869| PID    Reference Object                     Distance      Geod. Az  |
 DV1869|                                                           dddmmss.s |
 DV1869| CR7750 MID RM 1                             10.992 METERS 13022     |
 DV1869| DV1863 DYNA                                APPROX. 2.6 KM 2460816.6 |
 DV1869| CR7751 MID RM 2                             11.245 METERS 34021     |
 DV1869|---------------------------------------------------------------------|
 DV1869
 DV1869                          SUPERSEDED SURVEY CONTROL
 DV1869
 DV1869  NAD 83(1986)-  33 44 59.21665(N)    112 07 58.12742(W) AD(       ) 2
 DV1869  NGVD 29 (07/20/87)  543.7    (m)         1784.     (f) VERT ANG    3  
 DV1869
 DV1869.Superseded values are not recommended for survey control.
 DV1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1869.See file dsdata.txt to determine how the superseded data were derived.
 DV1869
 DV1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9507934989(NAD 83)
 DV1869_MARKER: DS = TRIANGULATION STATION DISK
 DV1869_SETTING: 80 = SET IN A BOULDER
 DV1869_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1869+STABILITY: SURFACE MOTION
 DV1869
 DV1869  HISTORY     - Date     Condition        Report By
 DV1869  HISTORY     - 1986     MONUMENTED       AZDT
 DV1869
 DV1869                          STATION DESCRIPTION
 DV1869
 DV1869'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1869'THE STATION IS LOCATED 4 MILES NORTHWEST OF DEER VALLEY AIRPORT AND
 DV1869'0.5 MILE WEST OF INTERSTATE HIGHWAY 17.  IT IS ON TOP OF MIDDLE MTH.
 DV1869'
 DV1869'THE STATION MARK IS AN AZDT DISK STAMPED---MID 1986---.  IT IS SET IN
 DV1869'A DRILL HOLE IN TOP OF A BOULDER.
 DV1869'
 DV1869'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MID 1986---.  IT IS SET IN
 DV1869'TOP OF A LARGE BOULDER.
 DV1869'
 DV1869'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MID 1986---.  IT IS SET IN
 DV1869'TOP OF A LARGE BOULDER.
 DV1869'
 DV1869'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND HAPPY VALLY ROAD
 DV1869'A FEW MILES NORTH OF PHOENIX TRAVEL NORTH ALONG THE WEST FRONTAGE ROAD
 DV1869'FOR 2.3 MILES TO THE CAP CANEL, CONTINUE NORTH FOR 0.05 MILE TO A
 DV1869'CATTLE GUARD AND A GATE ON THE LEFT.  TURN LEFT AND TRAVEL WEST
 DV1869'PASSING NORTH OF CONSTRUCTION BUILDINGS FOR 0.3 MILE TO THE EAST BASE
 DV1869'OF MIDDLE MOUNTAIN BELOW 2 PAINTED SLASHES AND END OF TRUCK TRAVEL.
 DV1869'PACK WEST TO THE TOP OF HILL THEN CONTINUE NORTHWEST TO THE HIGHEST
 DV1869'POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0531 ***********************************************************************
 GP0531  DESIGNATION -  MID
 GP0531  PID         -  GP0531
 GP0531  STATE/COUNTY-  AZ/COCONINO
 GP0531  USGS QUAD   -  SHINUMO ALTAR (1988)
 GP0531
 GP0531                         *CURRENT SURVEY CONTROL
 GP0531  ___________________________________________________________________
 GP0531* NAD 83(1992)-  36 28 53.08197(N)    111 44 04.37340(W)     ADJUSTED  
 GP0531* NAVD 88     -      1777.0    (meters)    5830.     (feet)  VERTCON   
 GP0531  ___________________________________________________________________
 GP0531  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 GP0531  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 GP0531  HORZ ORDER  -  THIRD
 GP0531
 GP0531.The horizontal coordinates were established by classical geodetic methods
 GP0531.and adjusted by the National Geodetic Survey in August 1993.
 GP0531
 GP0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0531
 GP0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0531
 GP0531.The geoid height was determined by GEOID03.
 GP0531
 GP0531;                    North         East     Units Scale Factor Converg.
 GP0531;SPC AZ C     -   607,942.077   229,678.472   MT  0.99990328   +0 06 29.8
 GP0531;SPC AZ C     - 1,994,560.62    753,538.29   iFT  0.99990328   +0 06 29.8
 GP0531;UTM  12      - 4,037,596.977   434,201.092   MT  0.99965334   -0 26 12.3
 GP0531
 GP0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0531!SPC AZ C     -   0.99972477  x   0.99990328  =   0.99962808
 GP0531!UTM  12      -   0.99972477  x   0.99965334  =   0.99937821
 GP0531
 GP0531:                Primary Azimuth Mark                     Grid Az
 GP0531:SPC AZ C     -  RIM                                      270 24 27.0
 GP0531:UTM  12      -  RIM                                      270 57 09.1
 GP0531
 GP0531|---------------------------------------------------------------------|
 GP0531| PID    Reference Object                     Distance      Geod. Az  |
 GP0531|                                                           dddmmss.s |
 GP0531| GP0536 RIM                                 APPROX. 8.6 KM 2703056.8 |
 GP0531|---------------------------------------------------------------------|
 GP0531
 GP0531                          SUPERSEDED SURVEY CONTROL
 GP0531
 GP0531  NAD 83(1986)-  36 28 53.07987(N)    111 44 04.36931(W) AD(       ) 3
 GP0531  NGVD 29 (05/08/89) 1776.0    (m)         5827.     (f) VERT ANG    3  
 GP0531
 GP0531.Superseded values are not recommended for survey control.
 GP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0531.See file dsdata.txt to determine how the superseded data were derived.
 GP0531
 GP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3420137597(NAD 83)
 GP0531_MARKER: DD = SURVEY DISK
 GP0531_SETTING: 80 = SET IN A BOULDER
 GP0531_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0531+STABILITY: SURFACE MOTION
 GP0531
 GP0531  HISTORY     - Date     Condition        Report By
 GP0531  HISTORY     - 1953     MONUMENTED       USGS
 GP0531
 GP0531                          STATION DESCRIPTION
 GP0531
 GP0531'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0531'LOCATED ABOUT 13 MI NW. OF CEDAR RIDGE TRADING POST ON U.S. HWY.
 GP0531'89, 3 MI N. OF SHINUMO ALTAR BUTTE.  ON LOW MESA.
 GP0531'
 GP0531'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0531'MI W. ON MAIN-TRAVELED DIRT RD. TO RESERVOIR.  CONTINUE 5 MI W.
 GP0531'AND N. ON MAIN RD. TOWARD SHINUMO ALTAR BUTTE (LARGEST AND MOST
 GP0531'PROMINENT MESA IN VICINITY) TO INDIAN HOGANS.  DRIVE 8.9 MI PAST
 GP0531'SOUTH END OF SHINUMO ALTAR BUTTE TO DIM RD. FORK ON RIGHT.  TAKE
 GP0531'RIGHT FORK AND DRIVE 1.4 MI N.  GO 0.8 MI E. TO EARTH-FILLED DAM,
 GP0531'CONTINUE ABOUT 2 MI E. UP DRAIN TO LOW MESA AND STATION.
 GP0531'
 GP0531'STATION MARK--STANDARD TABLET STAMPED---MID 1953---, CEMENTED IN
 GP0531'LARGE STONE BURIED FLUSH WITH GROUND.
 GP0531'
 GP0531'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0566 ***********************************************************************
 DA0566  DESIGNATION -  MID RM 2
 DA0566  PID         -  DA0566
 DA0566  STATE/COUNTY-  AZ/MARICOPA
 DA0566  USGS QUAD   -  THEBA (1973)
 DA0566
 DA0566                         *CURRENT SURVEY CONTROL
 DA0566  ___________________________________________________________________
 DA0566* NAD 83(1986)-  32 54 32.     (N)    112 58 20.     (W)     SCALED    
 DA0566* NAVD 88     -       221.37   (+/-2cm)     726.3    (feet)  VERTCON   
 DA0566  ___________________________________________________________________
 DA0566  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0566  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0566
 DA0566.The horizontal coordinates were scaled from a topographic map and have
 DA0566.an estimated accuracy of +/- 6 seconds.
 DA0566
 DA0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0566.The vertical order pertains to the NGVD 29 superseded value.
 DA0566
 DA0566.The geoid height was determined by GEOID03.
 DA0566
 DA0566;                    North         East    Units  Estimated Accuracy
 DA0566;SPC AZ C     -   212,140.      114,620.      MT  (+/- 180 meters Scaled)
 DA0566
 DA0566                          SUPERSEDED SURVEY CONTROL
 DA0566
 DA0566  NGVD 29 (??/??/92)  220.772  (m)          724.32   (f) ADJ UNCH    1 2
 DA0566
 DA0566.Superseded values are not recommended for survey control.
 DA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0566.See file dsdata.txt to determine how the superseded data were derived.
 DA0566
 DA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB155429(NAD 83)
 DA0566_MARKER: DR = REFERENCE MARK DISK
 DA0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0566_STAMPING: MID R.M. NO. 2 1934
 DA0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0566+STABILITY: SURFACE MOTION
 DA0566
 DA0566  HISTORY     - Date     Condition        Report By
 DA0566  HISTORY     - 1934     MONUMENTED       CGS
 DA0566  HISTORY     - 1952     GOOD             NGS
 DA0566  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0566  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0566  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0566
 DA0566                          STATION DESCRIPTION
 DA0566
 DA0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0566'15.2 MI W FROM GILA BEND.
 DA0566'15.2 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0566'WATER TANK AT GILA BEND, 14.5 MILE EAST OF THE WATER TANK AT SENTINEL,
 DA0566'141.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN LINE, 63 FEET SOUTH OF
 DA0566'THE CENTER LINE OF THE HIGHWAY, 77.1 FEET EAST OF MID TRIANGULATION
 DA0566'STATION, 1.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0566'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0566
 DA0566                          STATION RECOVERY (1980)
 DA0566
 DA0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0566'CONCRETE POST FOUND LYING ON THE GROUND. MARK BELIEVED DESTROYED,
 DA0566'DISK NOT RECOVERED.
 DA0566
 DA0566                          STATION RECOVERY (1980)
 DA0566
 DA0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0566'CONCRETE POST FOUND LYING ON THE GROUND. MARK BELIEVED DESTROYED,
 DA0566'DISK NOT RECOVERED.
 DA0566
 DA0566                          STATION RECOVERY (1980)
 DA0566
 DA0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1951 ***********************************************************************
 DV1951  DESIGNATION -  MIDDLE
 DV1951  PID         -  DV1951
 DV1951  STATE/COUNTY-  AZ/YUMA
 DV1951  USGS QUAD   -  NEVERSWEAT RIDGE (1990)
 DV1951
 DV1951                         *CURRENT SURVEY CONTROL
 DV1951  ___________________________________________________________________
 DV1951* NAD 83(1992)-  33 02 25.05675(N)    113 47 54.38795(W)     ADJUSTED  
 DV1951* NAVD 88     -       398.5    (meters)    1307.     (feet)  VERTCON   
 DV1951  ___________________________________________________________________
 DV1951  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DV1951  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DV1951  HORZ ORDER  -  SECOND
 DV1951
 DV1951.The horizontal coordinates were established by classical geodetic methods
 DV1951.and adjusted by the National Geodetic Survey in August 1993.
 DV1951
 DV1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1951
 DV1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1951
 DV1951.The geoid height was determined by GEOID03.
 DV1951
 DV1951;                    North         East     Units Scale Factor Converg.
 DV1951;SPC AZ W     -   226,228.427   208,835.384   MT  0.99993359   -0 01 35.1
 DV1951;SPC AZ W     -   742,219.25    685,155.46   iFT  0.99993359   -0 01 35.1
 DV1951;UTM  12      - 3,659,235.366   238,657.731   MT  1.00044221   -1 31 36.0
 DV1951
 DV1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1951!SPC AZ W     -   0.99994253  x   0.99993359  =   0.99987613
 DV1951!UTM  12      -   0.99994253  x   1.00044221  =   1.00038472
 DV1951
 DV1951|---------------------------------------------------------------------|
 DV1951| PID    Reference Object                     Distance      Geod. Az  |
 DV1951|                                                           dddmmss.s |
 DV1951| CH3657 MIDDLE RM 1                           7.108 METERS 16056     |
 DV1951| CH3656 MIDDLE AZ MK                                       1721345.2 |
 DV1951| CH3658 MIDDLE RM 2                           9.946 METERS 30646     |
 DV1951|---------------------------------------------------------------------|
 DV1951
 DV1951                          SUPERSEDED SURVEY CONTROL
 DV1951
 DV1951  NAD 83(1986)-  33 02 25.05125(N)    113 47 54.39310(W) AD(       ) 2
 DV1951  NAD 27      -  33 02 24.90400(N)    113 47 51.65300(W) AD(       ) 2
 DV1951  NGVD 29 (07/19/86)  397.8    (m)         1305.     (f) VERT ANG    3  
 DV1951
 DV1951.Superseded values are not recommended for survey control.
 DV1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1951.See file dsdata.txt to determine how the superseded data were derived.
 DV1951
 DV1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3865859235(NAD 83)
 DV1951_MARKER: DD = SURVEY DISK
 DV1951_SETTING: 66 = SET IN ROCK OUTCROP
 DV1951_SP_SET: PARTIALLY EXPOSED BEDROCK
 DV1951
 DV1951  HISTORY     - Date     Condition        Report By
 DV1951  HISTORY     - 1925     MONUMENTED       USGS
 DV1951  HISTORY     - 1934     GOOD             USGS
 DV1951  HISTORY     - 1949     GOOD             CGS
 DV1951  HISTORY     - 1949     GOOD             CGS
 DV1951  HISTORY     - 1952     GOOD             USE
 DV1951  HISTORY     - 1968     GOOD             AMS
 DV1951
 DV1951                          STATION DESCRIPTION
 DV1951
 DV1951'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DV1951'RECOVERED.
 DV1951
 DV1951                          STATION RECOVERY (1949)
 DV1951
 DV1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1951'THIS STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS NOT
 DV1951'PREVIOUSLY DESCRIBED.  THE STATION HAS NOW BEEN MADE INTO A
 DV1951'2ND ORDER TRIANGULATION STATION MIDDLE (USGS).
 DV1951
 DV1951                          STATION RECOVERY (1949)
 DV1951
 DV1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1951'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL ISOLATED
 DV1951'MOUNTAIN RANGE IN THE PLAINS WEST OF THE NORTH END OF THE PALOMAS
 DV1951'MOUNTAINS, ABOUT 24 MILES AIR LINE NORTH-NORTHEAST OF ROLL AND
 DV1951'ABOUT 16 MILES AIR LINE NORTH OF GROWLER, A RAILROAD SIDING
 DV1951'AND SECTION HOUSE ON THE SOUTHERN PACIFIC RAILROAD.  THE STATION
 DV1951'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN BEDROCK,
 DV1951'DEPRESSED 4 INCHES AND STAMPED, R S 1925 MIDDLE.  THIS IS THE
 DV1951'SAME POINT AS THE INTERSECTION STATION, MIDDLE (USGS) 1934.
 DV1951'
 DV1951'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1951'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, MIDDLE
 DV1951'NO 1 1949.
 DV1951'
 DV1951'REFERENCE MARK NO. 2 IS ON THE EDGE OF THE RIM ON THE WEST SIDE
 DV1951'OF MOUNTAIN, APPROXIMATELY 5 FEET LOWER THAN THE STATION MARK,
 DV1951'FLUSH WITH THE GROUND AND STAMPED, MIDDLE NO 2 1949.
 DV1951'
 DV1951'THE AZIMUTH MARK IS LOCATED ON THE SOUTH END OF A SPUR RIDGE
 DV1951'THAT RUNS SOUTHWEST FROM THE MAIN MOUNTAIN, 3 FEET WEST OF A
 DV1951'WHITE WITNESS POST, PROJECTS 2 FEET AND STAMPED, MIDDLE 1949.
 DV1951'
 DV1951'TO REACH THE STATION FROM GROWLER, GO WEST ON DIRT ROAD FOR
 DV1951'0.1 MILE TO FORK AT GATE.  TURN RIGHT, NORTH, PASSING THROUGH
 DV1951'GATE AND CROSSING RAILROAD TRACK AND GO 0.8 MILE TO FORK.
 DV1951'TAKE RIGHT FORK FOR 0.1 MILE TO FORK.  TAKE LEFT FORK AND
 DV1951'FOLLOW MAIN TRAVELED ROAD NORTH FOR 11.2 MILES TO THE ABANDONDED
 DV1951'MESQUITE JIM WELL AND OLD BUILDING.  CONTINUE NORTH ON MAIN
 DV1951'TRAVELED ROAD FOR 3.6 MILES TO CROSS ROAD.  TURN LEFT, WEST,
 DV1951'AND GO 0.8 MILE.  HERE TURN NORTH LEAVING ROAD AND GO ACROSS
 DV1951'COUNTRY FOR 0.3 MILE TO THE SOUTH END OF SPUR RIDGE AND THE
 DV1951'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE, NORTH, ACROSS
 DV1951'COUNTRY FOR ABOUT 0.2 MILE TO THE END OF TRUCK TRAVEL.
 DV1951'HERE PACK NORTH-NORTHWEST UP WASH TO THE HIGHEST POINT AND
 DV1951'STATION AS DESCRIBED ABOVE.  A 45 MINUTE PACK.
 DV1951
 DV1951                          STATION RECOVERY (1952)
 DV1951
 DV1951'RECOVERY NOTE BY US ENGINEERS 1952
 DV1951'RECOVERY TO AZIMUTH MARK ONLY.
 DV1951'
 DV1951'TO REACH FROM POSTOFFICE AT ROLL, PROCEED TO STATION GROWL,
 DV1951'CONTINUE NORTH ON OLD GRADED ROAD 2.6 MILES TO POINT WHERE
 DV1951'TRACKS RUN PARALLEL IN THREE LANES, KEEP RIGHT (EAST) AND GO
 DV1951'2.9 MILES TO FENCED ENCLOSURE AND SITE OF OLD WELL (MESQUITE
 DV1951'JIM WELL) AND NEW BUILDING, GO AROUND ENCLOSURE AND CONTINUE
 DV1951'NORTHEAST ON GRADED ROAD 3.3 MILES TO INTERSECTION WITH WELL
 DV1951'TRAVELED TRACK ROAD, GO LEFT 0.8 MILE TO POINT WHERE WITNESS
 DV1951'POST CAN BE SEEN ON LOW RIDGE TO THE NORTH, GO NORTH CROSS
 DV1951'COUNTRY 0.4 MILE TO WITNESS POST.  2 WHEEL DRIVE.  CONTINUE NORTH
 DV1951'CROSS COUNTRY ABOUT 0.2 MILE AND THEN PACK NORTH-NORTHWEST UP
 DV1951'WASH TO THE HIGHEST POINT AND STATION.
 DV1951
 DV1951                          STATION RECOVERY (1968)
 DV1951
 DV1951'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 DV1951'STATION MARK AND BOTH USC AND GS R.M.S WERE RECOVERED AS
 DV1951'DESCRIBED.
 DV1951'
 DV1951'AZIMUTH MARK NOT SEARCHED FOR BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0922 ***********************************************************************
 ES0922  DESIGNATION -  MIDDLE
 ES0922  PID         -  ES0922
 ES0922  STATE/COUNTY-  AZ/NAVAJO
 ES0922  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0922
 ES0922                         *CURRENT SURVEY CONTROL
 ES0922  ___________________________________________________________________
 ES0922* NAD 83(1992)-  34 20 41.27812(N)    110 42 42.05509(W)     ADJUSTED  
 ES0922* NAVD 88     -      2243.1    (meters)    7359.     (feet)  VERTCON   
 ES0922  ___________________________________________________________________
 ES0922  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 ES0922  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ES0922  HORZ ORDER  -  SECOND
 ES0922
 ES0922.The horizontal coordinates were established by classical geodetic methods
 ES0922.and adjusted by the National Geodetic Survey in August 1993.
 ES0922
 ES0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0922
 ES0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0922
 ES0922.The geoid height was determined by GEOID03.
 ES0922
 ES0922;                    North         East     Units Scale Factor Converg.
 ES0922;SPC AZ E     -   371,031.629   163,217.966   MT  0.99993098   -0 18 27.0
 ES0922;SPC AZ E     - 1,217,295.37    535,492.01   iFT  0.99993098   -0 18 27.0
 ES0922;SPC AZ C     -   371,554.834   324,222.359   MT  1.00005145   +0 40 47.6
 ES0922;SPC AZ C     - 1,219,011.92  1,063,721.65   iFT  1.00005145   +0 40 47.6
 ES0922;UTM  12      - 3,800,425.376   526,517.526   MT  0.99960867   +0 09 45.6
 ES0922
 ES0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0922!SPC AZ E     -   0.99965175  x   0.99993098  =   0.99958275
 ES0922!SPC AZ C     -   0.99965175  x   1.00005145  =   0.99970318
 ES0922!UTM  12      -   0.99965175  x   0.99960867  =   0.99926056
 ES0922
 ES0922|---------------------------------------------------------------------|
 ES0922| PID    Reference Object                     Distance      Geod. Az  |
 ES0922|                                                           dddmmss.s |
 ES0922| DZ1408 MIDDLE RM 1                           6.743 METERS 05915     |
 ES0922| ES0908 HOYLE                               399.843 METERS 07457     |
 ES0922| DZ1409 MIDDLE RM 2                          11.104 METERS 28114     |
 ES0922|---------------------------------------------------------------------|
 ES0922
 ES0922                          SUPERSEDED SURVEY CONTROL
 ES0922
 ES0922  NAD 83(1986)-  34 20 41.27210(N)    110 42 42.05990(W) AD(       ) 2
 ES0922  NGVD 29 (08/03/87) 2242.1    (m)         7356.     (f) VERT ANG    3  
 ES0922
 ES0922.Superseded values are not recommended for survey control.
 ES0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0922.See file dsdata.txt to determine how the superseded data were derived.
 ES0922
 ES0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2651800425(NAD 83)
 ES0922_MARKER: DS = TRIANGULATION STATION DISK
 ES0922_SETTING: 66 = SET IN ROCK OUTCROP
 ES0922_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0922+STABILITY: POSITION/ELEVATION WELL
 ES0922
 ES0922  HISTORY     - Date     Condition        Report By
 ES0922  HISTORY     - 1984     MONUMENTED       AZDT
 ES0922  HISTORY     - 19971011 GOOD             USPSQD
 ES0922
 ES0922                          STATION DESCRIPTION
 ES0922
 ES0922'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0922'THE STATION IS LOCATED 8-3/4 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0922'SIDE OF STATE ROUTE 260.
 ES0922'
 ES0922'THE STATION MARK IS AN AZDT DISK STAMPED---MIDDLE 1984---.  IT IS SET
 ES0922'IN A DRILL HOLE IN A SANDSTONE BOULDER, 52 FEET SOUTHEAST OF THE RIGHT
 ES0922'OF WAY FENCE AND 4 FEET NORTHWEST OF THE WITNESS POST.
 ES0922'
 ES0922'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MIDDLE RM 1 1984---.  IT IS
 ES0922'SET IN A DRILL HOLE IN A BOULDER.
 ES0922'
 ES0922'REFERENCE MARK 2 IS AN US BUREAU OF PUBLIC ROADS DISK STAMPED---1956
 ES0922'1960 8208 EL 7351.89---.  IT IS SET IN TOP OF AN IRON PIPE.
 ES0922'
 ES0922'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0922'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 10.2 MILES TO
 ES0922'MILE POST 293.8 AND THE STATION ON THE RIGHT.
 ES0922
 ES0922                          STATION RECOVERY (1997)
 ES0922
 ES0922'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0886 ***********************************************************************
 DW0886  DESIGNATION -  MIDDLE CAMP
 DW0886  PID         -  DW0886
 DW0886  STATE/COUNTY-  AZ/LA PAZ
 DW0886  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0886
 DW0886                         *CURRENT SURVEY CONTROL
 DW0886  ___________________________________________________________________
 DW0886* NAD 83(1992)-  33 40 33.26668(N)    114 20 11.98063(W)     ADJUSTED  
 DW0886* NAVD 88     -       770.6    (meters)    2528.     (feet)  VERTCON   
 DW0886  ___________________________________________________________________
 DW0886  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DW0886  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DW0886  HORZ ORDER  -  SECOND
 DW0886
 DW0886.The horizontal coordinates were established by classical geodetic methods
 DW0886.and adjusted by the National Geodetic Survey in August 1993.
 DW0886
 DW0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0886
 DW0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0886
 DW0886.The geoid height was determined by GEOID03.
 DW0886
 DW0886;                    North         East     Units Scale Factor Converg.
 DW0886;SPC AZ W     -   296,873.594   158,959.717   MT  0.99996980   -0 19 31.1
 DW0886;SPC AZ W     -   973,994.73    521,521.38   iFT  0.99996980   -0 19 31.1
 DW0886;UTM  11      - 3,729,405.737   746,918.193   MT  1.00035170   +1 28 39.2
 DW0886
 DW0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0886!SPC AZ W     -   0.99988406  x   0.99996980  =   0.99985386
 DW0886!UTM  11      -   0.99988406  x   1.00035170  =   1.00023572
 DW0886
 DW0886|---------------------------------------------------------------------|
 DW0886| PID    Reference Object                     Distance      Geod. Az  |
 DW0886|                                                           dddmmss.s |
 DW0886| CF1073 MIDDLE CAMP RM 1                      2.949 METERS 05310     |
 DW0886| DW0885 GRANITE MTN CAIRN                   APPROX. 8.6 KM 1114418.0 |
 DW0886| CF1072 MIDDLE CAMP AZ MK                                  1450246.4 |
 DW0886| DW0890 LOS ANGELES PHOENIX AWY BCN 23      APPROX. 9.3 KM 1861704.9 |
 DW0886| CF1074 MIDDLE CAMP RM 2                      8.182 METERS 33110     |
 DW0886|---------------------------------------------------------------------|
 DW0886
 DW0886                          SUPERSEDED SURVEY CONTROL
 DW0886
 DW0886  NAD 83(1986)-  33 40 33.26552(N)    114 20 11.98630(W) AD(       ) 2
 DW0886  NAD 27      -  33 40 33.17460(N)    114 20 09.16570(W) AD(       ) 2
 DW0886  NGVD 29 (07/19/86)  769.9    (m)         2526.     (f) VERT ANG    3  
 DW0886
 DW0886.Superseded values are not recommended for survey control.
 DW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0886.See file dsdata.txt to determine how the superseded data were derived.
 DW0886
 DW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4691829406(NAD 83)
 DW0886_MARKER: DD = SURVEY DISK
 DW0886_SETTING: 66 = SET IN ROCK OUTCROP
 DW0886
 DW0886  HISTORY     - Date     Condition        Report By
 DW0886  HISTORY     - 1949     MONUMENTED       USGS
 DW0886  HISTORY     - 1972     GOOD             AZHD
 DW0886
 DW0886                          STATION DESCRIPTION
 DW0886
 DW0886'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0886'STATION LOCATED ABOUT 5-1/2 MILES AIR LINE WEST-NORTHWEST OF
 DW0886'QUARTZSITE, ON HIGHEST POINT OF RANGE OF MOUNTAINS BETWEEN
 DW0886'QUARTZSITE AND EHRENBERG, AND ABOUT 2-1/2 MILES NORTH OF U.S.
 DW0886'HIGHWAY 60 AND 70.  STATION MARK IS A U.S. GEOLOGICAL SURVEY
 DW0886'BRONZE DISK, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 DW0886'FLUSH WITH GROUND, AND STAMPED, MIDDLE CAMP.
 DW0886'
 DW0886'REFERENCE MARK IS ABOUT 4 FEET LOWER THAN STATION, SET IN
 DW0886'A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND, AND
 DW0886'STAMPED, MIDDLE CAMP.  MARK IS A U.S. GEOLOGICAL SURVEY
 DW0886'BRONZE REFERENCE DISK.
 DW0886'
 DW0886'REFERENCE MARK IS ABOUT SAME ELEVATION AS STATION, SET IN
 DW0886'A MASS OF CONCRETE IN A DEPRESSION OF BEDROCK, PROJECTS
 DW0886'4 INCHES, AND STAMPED, MIDDLE CAMP.  MARK IS A U.S. GEOLOGICAL
 DW0886'SURVEY BRONZE REFERENCE DISK.
 DW0886'
 DW0886'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DW0886'CONCRETE HEADWALL OF A CULVERT, 8-1/2 PACES WEST OF A WHITE
 DW0886'WITNESS POST, 6 PACES NORTH OF CENTER LINE OF U.S. HIGHWAY
 DW0886'60 AND 70, NEAR TURN OFF OF ROAD THAT LEADS TO STATION, AND
 DW0886'STAMPED, MIDDLE CAMP 1948.
 DW0886'
 DW0886'TO REACH FROM POST OFFICE IN QUARTZSITE, GO WEST ON U.S. HIGHWAY
 DW0886'60 AND 70 FOR 5.0 MILES TO A DIRT ROAD ON RIGHT (AZIMUTH MARK
 DW0886'IS AT THIS POINT AS DESCRIBED ABOVE).  TURN RIGHT AND GO 0.1 MILE
 DW0886'TO FORK.  TAKE RIGHT FORK AND GO 0.3 MILE TO FORK.  TAKE
 DW0886'RIGHT FORK AND GO 0.9 MILE TO FORK.  TAKE LEFT FORK AND GO 0.4
 DW0886'MILE TO FORK.  TAKE RIGHT FORK AND GO 0.8 MILE TO FORK.  TAKE
 DW0886'LEFT FORK AND GO 0.15 MILE TO END OF ROAD AND END OF TRUCK
 DW0886'TRAVEL.  PACK UP WASH ALONG TRAIL TO FORK OF WASH.  GO UP
 DW0886'RIGHT FORK ALONG DIM TRAIL TO OLD MINE SHAFT.  CONTINUE ON
 DW0886'TRAIL FOR SHORT DISTANCE TO POINT WHERE TRAIL CROSSES RIDGE.
 DW0886'LEAVE TRAIL, AND PICK WAY UP RIDGE TO RIGHT TO TOP OF
 DW0886'RIDGE.  TURN LEFT ALONG RIDGE AND GO WEST TO HIGHEST
 DW0886'POINT AND STATION AS DESCRIBED ABOVE.  A 1 1/2-HOUR
 DW0886'PACK.
 DW0886
 DW0886                          STATION RECOVERY (1972)
 DW0886
 DW0886'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DW0886'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS
 DW0886'WERE RECOVERED IN GOOD CONDITION.  ON REACHING THE STATION.
 DW0886'REPLACE U.S. 60 AND 70 OUT OF QUARTZITE WITH I 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0290 ***********************************************************************
 GQ0290  DESIGNATION -  MIDDLE RESET
 GQ0290  PID         -  GQ0290
 GQ0290  STATE/COUNTY-  AZ/COCONINO
 GQ0290  USGS QUAD   -  PHANTOM RANCH (1988)
 GQ0290
 GQ0290                         *CURRENT SURVEY CONTROL
 GQ0290  ___________________________________________________________________
 GQ0290* NAD 83(1992)-  36 03 32.12419(N)    112 05 01.72088(W)     ADJUSTED  
 GQ0290* NAVD 88     -      2213.8    (meters)    7263.     (feet)  VERTCON   
 GQ0290  ___________________________________________________________________
 GQ0290  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GQ0290  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GQ0290  HORZ ORDER  -  FIRST
 GQ0290
 GQ0290.The horizontal coordinates were established by classical geodetic methods
 GQ0290.and adjusted by the National Geodetic Survey in August 1993.
 GQ0290
 GQ0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0290
 GQ0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0290
 GQ0290.The geoid height was determined by GEOID03.
 GQ0290
 GQ0290;                    North         East     Units Scale Factor Converg.
 GQ0290;SPC AZ C     -   561,063.276   198,302.337   MT  0.99990279   -0 05 54.2
 GQ0290;SPC AZ C     - 1,840,758.78    650,598.22   iFT  0.99990279   -0 05 54.2
 GQ0290;UTM  12      - 3,991,027.401   402,389.572   MT  0.99971740   -0 38 16.8
 GQ0290
 GQ0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0290!SPC AZ C     -   0.99965630  x   0.99990279  =   0.99955912
 GQ0290!UTM  12      -   0.99965630  x   0.99971740  =   0.99937380
 GQ0290
 GQ0290|---------------------------------------------------------------------|
 GQ0290| PID    Reference Object                     Distance      Geod. Az  |
 GQ0290|                                                           dddmmss.s |
 GQ0290| CH2207 AP 34                                 1.580 METERS 03630     |
 GQ0290| GP0596 ZOROASTER TEMPLE ROCK PINNACLE      APPROX.13.8 KM 0760025.2 |
 GQ0290| CH4621 YAKI                                               08307     |
 GQ0290| CH3657 MIDDLE RM 1                          10.977 METERS 08555     |
 GQ0290| CH3659 MIDDLE RM 3 AZIMUTH                                1052239.0 |
 GQ0290| CH3658 MIDDLE RM 2                           5.348 METERS 18909     |
 GQ0290| GQ0291 GRAND CANYON WATER TANK             APPROX. 4.5 KM 2621514.6 |
 GQ0290| GQ0294 GRAND CANYON POWER PLANT STACK      APPROX. 5.1 KM 2654847.8 |
 GQ0290| CH2509 HOPI PT LOOKOUT TWR                                28218     |
 GQ0290|---------------------------------------------------------------------|
 GQ0290
 GQ0290                          SUPERSEDED SURVEY CONTROL
 GQ0290
 GQ0290  NAD 83(1986)-  36 03 32.12004(N)    112 05 01.71902(W) AD(       ) 1
 GQ0290  NAD 27      -  36 03 32.18000(N)    112 04 59.10900(W) AD(       ) 1
 GQ0290  NGVD 29 (05/08/89) 2212.8    (m)         7260.     (f) VERT ANG    3  
 GQ0290
 GQ0290.Superseded values are not recommended for survey control.
 GQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0290.See file dsdata.txt to determine how the superseded data were derived.
 GQ0290
 GQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0239091027(NAD 83)
 GQ0290_MARKER: DS = TRIANGULATION STATION DISK
 GQ0290_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0290_SP_SET: SET IN A ROCK LEDGE
 GQ0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0290+STABILITY: POSITION/ELEVATION WELL
 GQ0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0290+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2007
 GQ0290
 GQ0290  HISTORY     - Date     Condition        Report By
 GQ0290  HISTORY     - 1972     MONUMENTED       NGS
 GQ0290  HISTORY     - 1975     GOOD             NGS
 GQ0290  HISTORY     - 1986     GOOD
 GQ0290  HISTORY     - 20000715 GOOD             AZDT
 GQ0290  HISTORY     - 20060503 GOOD             NGS
 GQ0290  HISTORY     - 20060511 GOOD             GEOCAC
 GQ0290  HISTORY     - 20071125 GOOD             GEOCAC
 GQ0290
 GQ0290                          STATION DESCRIPTION
 GQ0290
 GQ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GQ0290'THE STEM OF THE STATION MARK WAS RECOVERED IN PLACE WITH THE
 GQ0290'DISK REMOVED, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GQ0290'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A TRAVERSE
 GQ0290'CONNECTION WAS MADE TO THE MUSEUM OF SCIENCE AND HAYDEN
 GQ0290'PLANETARIUM TRIANGULATION STATION YAKI.  A BRASS NAIL AND
 GQ0290'WASHER IN THE VICINITY WAS OBSERVED FOR AN EXTRA REFERENCE MARK.
 GQ0290'THE ROUTE TO THE STATION IS ADEQUATE.
 GQ0290'
 GQ0290'THE NEW STATION MARK IS A STANDARD DISK STAMPED, MIDDLE USGS
 GQ0290'1934 1972.  IT IS 35 FEET WEST OF A STONE WALL AT YAKI POINT.
 GQ0290'THE MARK WAS RESET ON POSITION IN THE OLD DRILL HOLE.
 GQ0290'
 GQ0290'TRIANGULATION STATION YAKI (NO DATE) IS SET IN A DRILL HOLE
 GQ0290'IN TOP OF THE STONE WALL.
 GQ0290'
 GQ0290'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GQ0290'
 GQ0290'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 GQ0290'EAST OF GRAND CANYON VILLAGE
 GQ0290
 GQ0290                          STATION RECOVERY (1975)
 GQ0290
 GQ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 GQ0290'THE STATION MARK, REFERENCE MARK 1 AND AP 34 WERE RECOVERED
 GQ0290'IN GOOD CONDITION.  REFERENCE MARK 2 HAD BEEN PRIED OUT AND WAS
 GQ0290'RESET AT THIS TIME.  HAYDEN PLANETARIUM TRIANGULATION STATION
 GQ0290'YAKI HAD BEEN PRIED OUT.  A THOROUGH SEARCH WAS MADE FOR THE
 GQ0290'AZIMUTH MARK BUT WAS NOT RECOVERED.  DISTANCES AND DIRECTIONS
 GQ0290'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1934 AND
 GQ0290'1972 DATA.  THE STATION MARK WAS USED AS THE ANTENNA SITE FOR
 GQ0290'GEOCEIVER STATION 51051.
 GQ0290'
 GQ0290'THE 1934 AND 1972 DATA IS ADEQUATE FOR STATION RECOVERY.
 GQ0290'
 GQ0290'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 GQ0290'EAST OF GRAND CANYON VILLAGE
 GQ0290
 GQ0290                          STATION RECOVERY (1986)
 GQ0290
 GQ0290'RECOVERED 1986
 GQ0290'RECOVERED IN GOOD CONDITION.
 GQ0290
 GQ0290                          STATION RECOVERY (2000)
 GQ0290
 GQ0290'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 GQ0290'RECOVERED IN GOOD CONDITION.
 GQ0290
 GQ0290                          STATION RECOVERY (2006)
 GQ0290
 GQ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 GQ0290'RECOVERED IN GOOD CONDITION.
 GQ0290
 GQ0290                          STATION RECOVERY (2006)
 GQ0290
 GQ0290'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 GQ0290'MIDDLE RESET AND MIDDLE REF MARK 1 RECOVERED AS DESCRIBED.
 GQ0290
 GQ0290                          STATION RECOVERY (2007)
 GQ0290
 GQ0290'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 GQ0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0713 ***********************************************************************
 ET0713  DESIGNATION -  MIDWAY
 ET0713  PID         -  ET0713
 ET0713  STATE/COUNTY-  AZ/LA PAZ
 ET0713  USGS QUAD   -  POWERLINE WELL (1990)
 ET0713
 ET0713                         *CURRENT SURVEY CONTROL
 ET0713  ___________________________________________________________________
 ET0713* NAD 83(1992)-  34 04 16.92018(N)    113 52 58.47323(W)     ADJUSTED  
 ET0713* NAVD 88     -       466.13   (+/-2cm)    1529.3    (feet)  VERTCON   
 ET0713  ___________________________________________________________________
 ET0713  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 ET0713  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ET0713  HORZ ORDER  -  SECOND
 ET0713  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0713
 ET0713.The horizontal coordinates were established by classical geodetic methods
 ET0713.and adjusted by the National Geodetic Survey in August 1993.
 ET0713
 ET0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0713.The vertical order pertains to the NGVD 29 superseded value.
 ET0713
 ET0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0713
 ET0713.The geoid height was determined by GEOID03.
 ET0713
 ET0713;                    North         East     Units Scale Factor Converg.
 ET0713;SPC AZ W     -   340,588.596   201,092.301   MT  0.99993519   -0 04 28.1
 ET0713;SPC AZ W     - 1,117,416.65    659,751.64   iFT  0.99993519   -0 04 28.1
 ET0713;UTM  12      - 3,773,820.681   233,950.310   MT  1.00047264   -1 36 57.7
 ET0713
 ET0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0713!SPC AZ W     -   0.99993164  x   0.99993519  =   0.99986683
 ET0713!UTM  12      -   0.99993164  x   1.00047264  =   1.00040424
 ET0713
 ET0713|---------------------------------------------------------------------|
 ET0713| PID    Reference Object                     Distance      Geod. Az  |
 ET0713|                                                           dddmmss.s |
 ET0713| ET0714 MIDWAY RM 1                           4.738 METERS 12749     |
 ET0713| ET0712 MIDWAY RM 2                           6.867 METERS 26707     |
 ET0713| CH3660 MIDWAY AZ MK                                       2861630.4 |
 ET0713|---------------------------------------------------------------------|
 ET0713
 ET0713                          SUPERSEDED SURVEY CONTROL
 ET0713
 ET0713  NAD 83(1986)-  34 04 16.91879(N)    113 52 58.48222(W) AD(       ) 2
 ET0713  NAD 27      -  34 04 16.84100(N)    113 52 55.70400(W) AD(       ) 2
 ET0713  NGVD 29 (??/??/92)  465.465  (m)         1527.11   (f) ADJ UNCH    1 2
 ET0713
 ET0713.Superseded values are not recommended for survey control.
 ET0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0713.See file dsdata.txt to determine how the superseded data were derived.
 ET0713
 ET0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3395073821(NAD 83)
 ET0713_MARKER: DS = TRIANGULATION STATION DISK
 ET0713_SETTING: 80 = SET IN A BOULDER
 ET0713_SP_SET: BOULDER
 ET0713_STAMPING: MIDWAY 1948
 ET0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0713+STABILITY: SURFACE MOTION
 ET0713
 ET0713  HISTORY     - Date     Condition        Report By
 ET0713  HISTORY     - 1948     MONUMENTED       CGS
 ET0713  HISTORY     - 1948     GOOD             CGS
 ET0713  HISTORY     - 1967     GOOD             AMS
 ET0713
 ET0713                          STATION DESCRIPTION
 ET0713
 ET0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET0713'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE SOUTHEAST OF
 ET0713'PARKER, ABOUT 11 MILES AIRLINE NORTHEAST OF BOUSE, 0.3 MILE
 ET0713'SOUTHWEST OF A POWERLINE, 0.2 MILE EAST OF A ROAD JUNCTION AND
 ET0713'0.2 MILE SOUTHEAST OF AN OLD RAILROAD BED ON THE HIGHEST POINT
 ET0713'OF A SMALL KNOLL.  THE STATION MARK IS SET FLUSH AND IS STAMPED,
 ET0713'MIDWAY 1948.
 ET0713'
 ET0713'REFERENCE MARK NO. 1 IS SET FLUSH 1 FOOT LOWER THAN THE STATION
 ET0713'MARK AND IS STAMPED, MIDWAY NO 1 1948.
 ET0713'
 ET0713'REFERENCE MARK NO. 2 IS SET FLUSH AT THE SAME ELEVATION AS THE
 ET0713'STATION MARK AND IS STAMPED, MIDWAY NO 2 1948.
 ET0713'
 ET0713'THE AZIMUTH MARK IS SET IN AN IRREGULAR SLAB OF CONCRETE WHICH IS
 ET0713'THE SOUTHEAST SUPPORT OF A WINDMILL TOWER.  IT PROJECTS 6 INCHES
 ET0713'AND IS STAMPED, MIDWAY 1948.
 ET0713'
 ET0713'TO REACH THE STATION FROM BOUSE.  GO EAST AND NORTH ON A GRAVEL
 ET0713'ROAD 13.0 MILES TO A FORK.  (THE AZIMUTH MARK IS 0.1 MILE NORTH
 ET0713'OF HERE AT BASE OF WINDMILL).  TURN RIGHT, GO 0.1 MILE THEN LEFT
 ET0713'0.1 MILE THEN RIGHT UP SLOPE TO HIGHEST POINT OF KNOLL AND
 ET0713'STATION.  A DRIVE STATION.
 ET0713
 ET0713                          STATION RECOVERY (1948)
 ET0713
 ET0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 ET0713'13.4 MI NE FROM BOUSE.
 ET0713'13.1 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0713'AT BOUSE, THENCE 0.3 MILE NORTHEAST OF A T-ROAD JUNCTION AT MIDWAY, ON
 ET0713'THE SUMMIT OF A SMALL MOUNTAIN, AND SET IN THE TOP OF BOULDER FLUSH
 ET0713'WITH THE SURFACE OF THE GROUND.
 ET0713
 ET0713                          STATION RECOVERY (1967)
 ET0713
 ET0713'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMW)
 ET0713'NO DESCRIPTIVE OR RECOVERY DATA WAS AVAILABLE FOR THIS POINT.
 ET0713'
 ET0713'R.M.S ARE IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1245 ***********************************************************************
 DB1245  DESIGNATION -  MIDWAY
 DB1245  PID         -  DB1245
 DB1245  STATE/COUNTY-  AZ/YUMA
 DB1245  USGS QUAD   -  WELLTON MESA (1982)
 DB1245
 DB1245                         *CURRENT SURVEY CONTROL
 DB1245  ___________________________________________________________________
 DB1245* NAD 83(1992)-  32 42 06.63433(N)    114 00 46.91888(W)     ADJUSTED  
 DB1245* NAVD 88     -       210.2    (meters)     690.     (feet)  VERTCON   
 DB1245  ___________________________________________________________________
 DB1245  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DB1245  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DB1245  HORZ ORDER  -  FIRST
 DB1245
 DB1245.The horizontal coordinates were established by classical geodetic methods
 DB1245.and adjusted by the National Geodetic Survey in August 1993.
 DB1245
 DB1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1245
 DB1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1245
 DB1245.The geoid height was determined by GEOID03.
 DB1245
 DB1245;                    North         East     Units Scale Factor Converg.
 DB1245;SPC AZ W     -   188,725.558   188,697.982   MT  0.99994083   -0 08 31.6
 DB1245;SPC AZ W     -   619,178.34    619,087.87   iFT  0.99994083   -0 08 31.6
 DB1245;UTM  11      - 3,622,179.600   780,017.920   MT  1.00056697   +1 36 53.3
 DB1245;UTM  12      - 3,622,248.816   217,537.537   MT  1.00058393   -1 37 44.1
 DB1245
 DB1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1245!SPC AZ W     -   0.99997219  x   0.99994083  =   0.99991302
 DB1245!UTM  11      -   0.99997219  x   1.00056697  =   1.00053915
 DB1245!UTM  12      -   0.99997219  x   1.00058393  =   1.00055611
 DB1245
 DB1245|---------------------------------------------------------------------|
 DB1245| PID    Reference Object                     Distance      Geod. Az  |
 DB1245|                                                           dddmmss.s |
 DB1245| CF1077 MIDWAY RM 2                           3.992 METERS 04751     |
 DB1245| DB0135 NAVI                                APPROX. 4.3 KM 2362825.0 |
 DB1245| CF1076 MIDWAY RM 1                           6.925 METERS 30133     |
 DB1245|---------------------------------------------------------------------|
 DB1245
 DB1245                          SUPERSEDED SURVEY CONTROL
 DB1245
 DB1245  NAD 83(1986)-  32 42 06.63231(N)    114 00 46.92584(W) AD(       ) 1
 DB1245  NAD 27      -  32 42 06.46241(N)    114 00 44.16561(W) AD(       ) 1
 DB1245  NGVD 29 (06/20/88)  209.5    (m)          687.     (f) VERT ANG    3  
 DB1245
 DB1245.Superseded values are not recommended for survey control.
 DB1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1245.See file dsdata.txt to determine how the superseded data were derived.
 DB1245
 DB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8001822180(NAD 83)
 DB1245_MARKER: DS = TRIANGULATION STATION DISK
 DB1245_SETTING: 66 = SET IN ROCK OUTCROP
 DB1245_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DB1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1245+STABILITY: POSITION/ELEVATION WELL
 DB1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1245+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DB1245
 DB1245  HISTORY     - Date     Condition        Report By
 DB1245  HISTORY     - 1961     MONUMENTED       AMS
 DB1245  HISTORY     - 1971     GOOD             AMS
 DB1245  HISTORY     - 1981     GOOD             NGS
 DB1245  HISTORY     - 20090206 GOOD             GEOCAC
 DB1245
 DB1245                          STATION DESCRIPTION
 DB1245
 DB1245'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1961
 DB1245'FIELD WORK DONE BY AMS.
 DB1245'
 DB1245'LOCATED ABOUT 36 MI E. OF YUMA, ABOUT 1 MI N. OF OLD TOWN OF
 DB1245'TACNA.
 DB1245'
 DB1245'TO REACH FROM YUMA, GO E. ON U.S. HWY. 80 TO MILEPOST 40,
 DB1245'CONTINUE 0.6 MI E. TO INTERSECTION WITH AVENUE 36E IN TACNA.  TURN
 DB1245'LEFT 0.1 MI N. TO IRRIGATION CANAL.  CROSS CANAL AND TURN RIGHT ON
 DB1245'RD. ALONG NORTH BANK OF CANAL 0.7 MI TO POINT WHERE RD. LEAVES
 DB1245'CANAL BANK AND GOES GENERALLY NE.  BEAR LEFT (NE.) ABOUT 0.5 MI
 DB1245'TOWARD LONE HILL WHICH HAS LARGE LETTER A PAINTED IN WHITE ON
 DB1245'WEST SLOPE TO SOUTHEAST POINT OF HILL WHERE WOODEN CROSS IS
 DB1245'LOCATED ON TOP OF SMALL KNOLL.  GO AROUND EAST SIDE OF SMALL KNOLL
 DB1245'TO POINT JUST NE. OF KNOLL OPPOSITE DRAIN FROM W. AND END OF
 DB1245'TRUCK TRAVEL.  PACK W. UP DRAIN TO SADDLE.  THENCE NORTHERLY
 DB1245'FOLLOWING PATH THAT IS WELL MARKED BY SPLATTERED WHITE PAINT TO
 DB1245'LARGE LETTER A ON WEST SLOPE OF HILL.  PACK TO TOP OF RIDGE JUST
 DB1245'ABOVE LETTER THENCE N. ABOUT 230 FT UP RIDGE TO STATION ABOUT 3
 DB1245'FT E. OF CROWN OF RIDGE, IN ROCK OUTCROP THAT FORMS SMALL LEDGE.
 DB1245'ABOUT A 20-MINUTE PACK.
 DB1245'
 DB1245'STATION MARK--USE DISK STAMPED---MIDWAY ARMY MAP SERVICE 1961---,
 DB1245'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 DB1245'
 DB1245'RM 1--USE RM DISK
 DB1245'STAMPED---MIDWAY RM NO 1 ARMY MAP SERVICE 1961---, CEMENTED IN DRILL
 DB1245'HOLE IN RECTANGULAR-SHAPED BLOCK OF ROCK OUTCROP PROJECTING ABOUT
 DB1245'1 FT, AT ABOUT SAME ELEVATION AS STATION MARK.
 DB1245'
 DB1245'RM 2--USE RM DISK
 DB1245'STAMPED---MIDWAY RM NO 2 ARMY MAP SERVICE 1961---, CEMENTED IN DRILL
 DB1245'HOLE IN TOP OF LARGE PINNACLE-SHAPED BOULDER ON EAST SLOPE OF
 DB1245'RIDGE, ABOUT 4 FT LOWER THAN STATION MARK.
 DB1245
 DB1245                          STATION RECOVERY (1971)
 DB1245
 DB1245'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1971 (WMJ)
 DB1245'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-NORTHEAST OF WELLTON, 3.5
 DB1245'MILES WEST OF TACNA, 3.5 MILES SOUTH OF ROLL, ON A PROMINENT HILL
 DB1245'WITH A LARGE A PAINTED ON THE SOUTHWEST SLOPE OF THE HILL.
 DB1245'
 DB1245'TO REACH THE STATION FROM THE POST OFFICE IN TACNA GO WEST ON U. S.
 DB1245'HIGHWAY 80 FOR 4.4 MILES TO THE JUNCTION OF AVENUE 36 EAST.  TURN
 DB1245'RIGHT AND GO NORTH ON AVENUE 36 EAST FOR 0.1 MILE TO THE NORTH BANK
 DB1245'OF A CANAL AND A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 DB1245'THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 DB1245'AND TAKE THE MAIN TRAVELED SAND ROAD EASTERLY FOR 0.2 MILE TO THE
 DB1245'EAST END OF THE HILL, A CROSS AND A WHITE PAINTED PATH.  PACK
 DB1245'WESTERLY TO THE TOP OF THE SADDLE, THENCE NORTHERLY TO A LARGE A ON
 DB1245'THE SOUTHWEST SIDE OF THE HILL, THENCE NORTHERLY ALONG THE TOP OF
 DB1245'THE RIDGE TO THE NEXT HIGHER POINT AND THE STATION.  A 20 MINUTE
 DB1245'PACK.
 DB1245'
 DB1245'THE STATION MARK IS A CORPS OF ENGINEERS U S ARMY DISK STAMPED MIDWAY
 DB1245'ARMY MAP SERVICE 1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DB1245'BEDROCK THAT IS EXPOSED 4 FEET LONG BY 10 INCHES WIDE AND PROJECTING
 DB1245'16 INCHES ON THE EAST SIDE.  IT IS ABOUT 0.15 MILE SOUTHEAST
 DB1245'OF A DEFINITE PEAK ON THE RIDGE AND ABOUT 100 FEET LOWER THAN
 DB1245'THE PEAK.
 DB1245'
 DB1245'REFERENCE MARK 1 IS A CORPS OF ENGINEERS U S ARMY DISK STAMPED
 DB1245'MIDWAY RM NO 1 ARMY MAP SERVICE 1961, CEMENTED IN A DRILL HOLE IN A
 DB1245'BOULDER 30 INCHES LONG BY 12 INCHES WIDE PROJECTING 14 INCHES ABOVE
 DB1245'THE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE
 DB1245'STATION.
 DB1245'
 DB1245'REFERENCE MARK 2 IS A CORPS OF ENGINEERS U S ARMY DISK STAMPED
 DB1245'MIDWAY RM NO 2 ARMY MAP SERVICE 1961, CEMENTED IN A DRILL HOLE IN
 DB1245'THE POINT OF A BOULDER 3.5 FEET LONG BY 3 FEET WIDE PROJECTING 3
 DB1245'FEET ON THE EAST SIDE.  IT IS ABOUT 3 FEET LOWER THE STATION.
 DB1245'
 DB1245'TRIANGULATION STATION NAVI 1960 CAN BE USED AS AN AZIMUTH MARK FOR
 DB1245'THIS STATION.  SEE THE DESCRIPTION THEREOF.
 DB1245
 DB1245                          STATION RECOVERY (1981)
 DB1245
 DB1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1245'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.
 DB1245
 DB1245                          STATION RECOVERY (2009)
 DB1245
 DB1245'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1245'RECOVERED STATION MIDWAY ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DB1245'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0342 ***********************************************************************
 GQ0342  DESIGNATION -  MIDWAY
 GQ0342  PID         -  GQ0342
 GQ0342  STATE/COUNTY-  AZ/MOHAVE
 GQ0342  USGS QUAD   -  WILD BAND POCKETS (1988)
 GQ0342
 GQ0342                         *CURRENT SURVEY CONTROL
 GQ0342  ___________________________________________________________________
 GQ0342* NAD 83(1992)-  36 39 13.94327(N)    112 57 28.25698(W)     ADJUSTED  
 GQ0342* NAVD 88     -      1592.1    (meters)    5223.     (feet)  VERTCON   
 GQ0342  ___________________________________________________________________
 GQ0342  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 GQ0342  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GQ0342  HORZ ORDER  -  FIRST
 GQ0342
 GQ0342.The horizontal coordinates were established by classical geodetic methods
 GQ0342.and adjusted by the National Geodetic Survey in June 1998.
 GQ0342
 GQ0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0342
 GQ0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0342
 GQ0342.The geoid height was determined by GEOID03.
 GQ0342
 GQ0342;                    North         East     Units Scale Factor Converg.
 GQ0342;SPC AZ W     -   627,375.912   284,184.920   MT  0.99999511   +0 28 22.5
 GQ0342;SPC AZ W     - 2,058,319.92    932,365.22   iFT  0.99999511   +0 28 22.5
 GQ0342;UTM  12      - 4,058,261.835   325,001.985   MT  0.99997730   -1 10 08.7
 GQ0342
 GQ0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0342!SPC AZ W     -   0.99975380  x   0.99999511  =   0.99974892
 GQ0342!UTM  12      -   0.99975380  x   0.99997730  =   0.99973111
 GQ0342
 GQ0342|---------------------------------------------------------------------|
 GQ0342| PID    Reference Object                     Distance      Geod. Az  |
 GQ0342|                                                           dddmmss.s |
 GQ0342| CH3662 MIDWAY RM 1                          11.288 METERS 08549     |
 GQ0342| GQ0339 LAVA CAIRN                          APPROX.12.6 KM 1651321.7 |
 GQ0342| CH3663 MIDWAY RM 2                          13.420 METERS 17110     |
 GQ0342| GQ0340 MONUMENT ON LOW BUTTE               APPROX. 5.4 KM 2105747.5 |
 GQ0342| CH3661 MIDWAY AZ MK                                       2385615.7 |
 GQ0342|---------------------------------------------------------------------|
 GQ0342
 GQ0342                          SUPERSEDED SURVEY CONTROL
 GQ0342
 GQ0342  NAD 83(1992)-  36 39 13.94327(N)    112 57 28.25698(W) AD(       ) 1
 GQ0342  NAD 83(1986)-  36 39 13.93920(N)    112 57 28.25449(W) AD(       ) 1
 GQ0342  NAD 27      -  36 39 13.99000(N)    112 57 25.50600(W) AD(       ) 1
 GQ0342  NGVD 29 (07/19/86) 1591.2    (m)         5220.     (f) VERT ANG    3  
 GQ0342
 GQ0342.Superseded values are not recommended for survey control.
 GQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0342.See file dsdata.txt to determine how the superseded data were derived.
 GQ0342
 GQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2500258262(NAD 83)
 GQ0342_MARKER: DS = TRIANGULATION STATION DISK
 GQ0342_SETTING: 0 = UNSPECIFIED SETTING
 GQ0342
 GQ0342  HISTORY     - Date     Condition        Report By
 GQ0342  HISTORY     - 1953     MONUMENTED       CGS
 GQ0342
 GQ0342                          STATION DESCRIPTION
 GQ0342
 GQ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0342'THE STATION IS ABOUT 33 MILES SOUTHWEST OF FREDONIA AND 27
 GQ0342'MILES SOUTH OF SHORT CREEK.  IT IS ON THE NORTH END AND HIGHEST
 GQ0342'POINT OF A LOW, SHORT, NORTH-SOUTH RIM.  THE RIM FACES THE
 GQ0342'EAST SIDE OF THE VALLEY FORMED BY LYDEL WASH AND LIES JUST
 GQ0342'SOUTH OF THE HEAD OF THE DRAINAGE THAT LEADS INTO BULL RUSH
 GQ0342'CANYON.
 GQ0342'
 GQ0342'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION STATION
 GQ0342'IN FREDONIA GO NORTH ON THE HIGHWAY FOR 0.05 MILE TO A ROAD
 GQ0342'INTERSECTION.  TURN LEFT AND GO WEST AND SOUTHWEST ON THE GRADED
 GQ0342'ROAD FOR 8.4 MILES TO A JUNCTION.  TAKE THE LEFT FORK AND
 GQ0342'CONTINUE SOUTH AND SOUTHWEST ON THE MAIN ROAD FOR 19.9 MILES
 GQ0342'TO A FORK ON THE RIGHT, AT THE SOUTH SIDE OF A CATTLE GUARD.
 GQ0342'TURN RIGHT AND CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 5.5
 GQ0342'MILES TO A DIM FORK ON THE RIGHT, JUST BEFORE CROSSING A
 GQ0342'RIDGE.  BEAR RIGHT AND CONTINUE SOUTHWEST ON THE DIM ROAD FOR
 GQ0342'0.4 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD ON THE DIM
 GQ0342'ROAD FOR 1.0 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GQ0342'CONTINUE SOUTHWEST FOR 2.2 MILES TO A GATE.  PASS THROUGH THE
 GQ0342'GATE.  TURN RIGHT, NORTHWEST, AND FOLLOW THE DIM TRACK ROAD
 GQ0342'ALONG THE SOUTHWEST SIDE OF THE FENCE FOR 2.0 MILES TO AN
 GQ0342'INTERSECTION WITH A MORE TRAVELED ROAD.  BEAR RIGHT AND
 GQ0342'CONTINUE NORTH ON THE MAIN ROAD FOR 0.7 MILE TO A FORK.  TAKE
 GQ0342'THE RIGHT FORK AND CONTINUE NORTH ON THE MAIN ROAD FOR 0.7
 GQ0342'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH FOR
 GQ0342'0.2 MILE TO A SMALL CABIN ON THE LEFT.  CONTINUE NORTH ON THE
 GQ0342'MAIN ROAD AND ALONG THE BASE OF THE RIM FOR 0.7 MILE TO THE
 GQ0342'AZIMUTH MARK ON THE LEFT, ABOUT 300 FEET WEST OF THE ROAD
 GQ0342'AND ON THE WEST BANK OF A DRAINAGE DITCH.  FROM THE
 GQ0342'AZIMUTH MARK CONTINUE NORTH ON THE ROAD FOR 0.6 MILE TO THE
 GQ0342'NORTH END OF THE RIM.  HERE TURN RIGHT AND BEAR SOUTH,
 GQ0342'ACROSS COUNTRY AND ALONG THE TOP OF THE RIM, FOR 0.6 MILE TO
 GQ0342'THE HIGHEST POINT AND THE STATION.
 GQ0342'
 GQ0342'THE STATION MARK IS STAMPED MIDWAY 1953.  IT IS A STANDARD
 GQ0342'DISK WELDED TO THE TOP OF A 2-INCH SOIL PIPE PROJECTING 10 INCHES
 GQ0342'ABOVE THE GROUND.  IT IS ON THE HIGHEST POINT AND 40 FEET
 GQ0342'EAST OF THE EDGE OF THE RIM.
 GQ0342'
 GQ0342'REFERENCE MARK 1 IS STAMPED MIDWAY NO 1 1953.  IT IS A STANDARD
 GQ0342'DISK SET IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND AND AT
 GQ0342'THE SAME ELEVATION AS THE STATION MARK.
 GQ0342'
 GQ0342'REFERENCE MARK 2 IS STAMPED MIDWAY NO 2 1953.  IT IS A STANDARD
 GQ0342'DISK SET IN BEDROCK FLUSH WITH THE SURFACE AND IS 1 FOOT LOWER
 GQ0342'THAN THE STATION MARK.
 GQ0342'
 GQ0342'THE AZIMUTH MARK IS STAMPED MIDWAY 1953.  IT IS A STANDARD DISK
 GQ0342'WELDED TO THE TOP OF A 2-INCH SOIL PIPE PROJECTING 12 INCHES
 GQ0342'ABOVE THE GROUND.  IT IS 7 FEET SOUTH OF A WHITE WITNESS POST,
 GQ0342'AND ABOUT 0.05 MILE WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2355 ***********************************************************************
 CZ2355  DESIGNATION -  MIDWAY
 CZ2355  PID         -  CZ2355
 CZ2355  STATE/COUNTY-  AZ/PINAL
 CZ2355  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2355
 CZ2355                         *CURRENT SURVEY CONTROL
 CZ2355  ___________________________________________________________________
 CZ2355* NAD 83(1992)-  32 49 36.85396(N)    111 52 39.82706(W)     ADJUSTED  
 CZ2355* NAVD 88     -       415.02   (+/-2cm)    1361.6    (feet)  VERTCON   
 CZ2355  ___________________________________________________________________
 CZ2355  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CZ2355  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ2355  HORZ ORDER  -  SECOND
 CZ2355  VERT ORDER  -  THIRD ? (See Below)
 CZ2355
 CZ2355.The horizontal coordinates were established by classical geodetic methods
 CZ2355.and adjusted by the National Geodetic Survey in August 1993.
 CZ2355
 CZ2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2355.The vertical order pertains to the NGVD 29 superseded value.
 CZ2355
 CZ2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2355
 CZ2355.The geoid height was determined by GEOID03.
 CZ2355
 CZ2355;                    North         East     Units Scale Factor Converg.
 CZ2355;SPC AZ C     -   202,557.268   217,005.505   MT  0.99990016   +0 01 16.0
 CZ2355;SPC AZ C     -   664,557.97    711,960.32   iFT  0.99990016   +0 01 16.0
 CZ2355;UTM  12      - 3,632,438.907   417,845.078   MT  0.99968322   -0 28 33.0
 CZ2355
 CZ2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2355!SPC AZ C     -   0.99993962  x   0.99990016  =   0.99983978
 CZ2355!UTM  12      -   0.99993962  x   0.99968322  =   0.99962285
 CZ2355
 CZ2355:                Primary Azimuth Mark                     Grid Az
 CZ2355:SPC AZ C     -  MIDWAY AZ MK                             001 02 41.4
 CZ2355:UTM  12      -  MIDWAY AZ MK                             001 32 30.4
 CZ2355
 CZ2355|---------------------------------------------------------------------|
 CZ2355| PID    Reference Object                     Distance      Geod. Az  |
 CZ2355|                                                           dddmmss.s |
 CZ2355| CH5937 MIDWAY AZ MK                                       0010357.4 |
 CZ2355| CZ1194 MIDWAY RM 1                           9.465 METERS 00407     |
 CZ2355| CZ1196 MIDWAY RM 2                          12.348 METERS 17808     |
 CZ2355| CZ2356 MIDWAY 2                             79.460 METERS 19525     |
 CZ2355| CZ2364 VORTAC CASA GRANDE RADIO CGZ        APPROX. 7.2 KM 3360431.5 |
 CZ2355|---------------------------------------------------------------------|
 CZ2355
 CZ2355                          SUPERSEDED SURVEY CONTROL
 CZ2355
 CZ2355  NAD 83(1986)-  32 49 36.84724(N)    111 52 39.82780(W) AD(       ) 2
 CZ2355  NAD 27      -  32 49 36.65400(N)    111 52 37.35710(W) AD(       ) 2
 CZ2355  NGVD 29 (07/19/86)  414.41   (m)         1359.6    (f) LEVELING    3  
 CZ2355
 CZ2355.Superseded values are not recommended for survey control.
 CZ2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2355.See file dsdata.txt to determine how the superseded data were derived.
 CZ2355
 CZ2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1784532439(NAD 83)
 CZ2355_MARKER: DS = TRIANGULATION STATION DISK
 CZ2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2355
 CZ2355  HISTORY     - Date     Condition        Report By
 CZ2355  HISTORY     - 1960     MONUMENTED       CGS
 CZ2355  HISTORY     - 1964     SEE DESCRIPTION  AZHD
 CZ2355  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2355
 CZ2355                          STATION DESCRIPTION
 CZ2355
 CZ2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ2355'STATION IS LOCATED ON THE WEST SIDE OF MIDWAY ROAD, ABOUT
 CZ2355'7 MILES WEST AND 4 MILES SOUTH OF CASA GRANDE AND 6 MILES
 CZ2355'EAST AND 4 MILES SOUTH OF STANFIELD.
 CZ2355'
 CZ2355'REACHED FROM THE POST OFFICE IN STANFIELD BY GOING EASTERLY
 CZ2355'ON STATE HIGHWAY 84 FOR 5.3 MILES TO CROSSROADS AND COTTON
 CZ2355'GIN IN THE SOUTHWEST ANGLE OF INTERSECTION, TURN RIGHT, SOUTH,
 CZ2355'ON GRADED ROAD FOR 2.8 MILES TO A SIDE ROAD LEFT AND AZIMUTH
 CZ2355'ON THE LEFT, CONTINUE SOUTH ON GRADED ROAD FOR 0.6 MILE TO
 CZ2355'THE STATION ON THE RIGHT 0.05 MILE BEFORE REACHING A SIDE
 CZ2355'ROAD RIGHT.
 CZ2355'
 CZ2355'STATION MARKS ARE STANDARD DISKS, STAMPED MIDWAY 1960.  THE
 CZ2355'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE CONCRETE POST
 CZ2355'PROJECTING 4 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF
 CZ2355'THE GRADED ROAD, 9 FEET NORTH OF A POWERLINE POLE AND 2.2
 CZ2355'FEET NORTH OF A WITNESS POST.
 CZ2355'
 CZ2355'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS, STAMPED MIDWAY
 CZ2355'NO 1 AND 2 1960 RESPECTIVELY, SET IN THE TOP OF 11-INCH, SQUARE,
 CZ2355'CONCRETE POSTS PROJECTING 3 AND 2 INCHES.
 CZ2355'
 CZ2355'REFERENCE MARK 1 IS 40 FEET NORTH OF THE POWERLINE POLE AND
 CZ2355'35 FEET WEST OF THE CENTER OF THE ROAD.
 CZ2355'
 CZ2355'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTER OF THE ROAD
 CZ2355'AND 28 FEET SOUTH OF THE POWERLINE POLE.
 CZ2355'
 CZ2355'AZIMUTH MARK IS A STANDARD DISK, STAMPED MIDWAY 1960, SET
 CZ2355'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 CZ2355'INCHES.  IT IS 35 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 CZ2355'GRADED ROAD, 14 FEET SOUTH OF THE CENTER OF A SIDE ROAD LEADING
 CZ2355'EAST, 5 FEET EAST OF A POWERLINE POLE AND 1 FOOT WEST OF
 CZ2355'A FENCE CORNER.
 CZ2355
 CZ2355                          STATION RECOVERY (1964)
 CZ2355
 CZ2355'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 CZ2355'STATION AND REFERENCE MARKS WERE DESTROYED DUE TO HIGHWAY
 CZ2355'CONSTRUCTION.  A NEW STATION MIDWAY 2 1964 WAS SET AND THE
 CZ2355'AZIMUTH MARK RESTAMPED MIDWAY RESET 1964.
 CZ2355
 CZ2355                          STATION RECOVERY (2007)
 CZ2355
 CZ2355'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2355'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1290 ***********************************************************************
 DA1290  DESIGNATION -  MIDWAY
 DA1290  PID         -  DA1290
 DA1290  STATE/COUNTY-  AZ/MARICOPA
 DA1290  USGS QUAD   -  MIDWAY (1986)
 DA1290
 DA1290                         *CURRENT SURVEY CONTROL
 DA1290  ___________________________________________________________________
 DA1290* NAD 83(1992)-  32 44 26.70285(N)    112 46 13.98256(W)     ADJUSTED  
 DA1290* NAVD 88     -       779.1    (meters)    2556.     (feet)  VERTCON   
 DA1290  ___________________________________________________________________
 DA1290  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DA1290  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA1290  HORZ ORDER  -  THIRD
 DA1290
 DA1290.The horizontal coordinates were established by classical geodetic methods
 DA1290.and adjusted by the National Geodetic Survey in August 1993.
 DA1290
 DA1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1290
 DA1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1290
 DA1290.The geoid height was determined by GEOID03.
 DA1290
 DA1290;                    North         East     Units Scale Factor Converg.
 DA1290;SPC AZ C     -   193,325.640   133,336.000   MT  0.99997894   -0 27 42.6
 DA1290;SPC AZ C     -   634,270.47    437,454.07   iFT  0.99997894   -0 27 42.6
 DA1290;UTM  12      - 3,623,933.679   334,109.471   MT  0.99993934   -0 57 28.1
 DA1290
 DA1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1290!SPC AZ C     -   0.99988258  x   0.99997894  =   0.99986152
 DA1290!UTM  12      -   0.99988258  x   0.99993934  =   0.99982193
 DA1290
 DA1290:                Primary Azimuth Mark                     Grid Az
 DA1290:SPC AZ C     -  CAP                                      208 39 24.9
 DA1290:UTM  12      -  CAP                                      209 09 10.4
 DA1290
 DA1290|---------------------------------------------------------------------|
 DA1290| PID    Reference Object                     Distance      Geod. Az  |
 DA1290|                                                           dddmmss.s |
 DA1290| DA1267 CAP                                 APPROX. 7.3 KM 2081142.3 |
 DA1290|---------------------------------------------------------------------|
 DA1290
 DA1290                          SUPERSEDED SURVEY CONTROL
 DA1290
 DA1290  NAD 83(1986)-  32 44 26.69023(N)    112 46 13.98620(W) AD(       ) 3
 DA1290  NGVD 29 (06/20/88)  778.5    (m)         2554.     (f) VERT ANG    3  
 DA1290
 DA1290.Superseded values are not recommended for survey control.
 DA1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1290.See file dsdata.txt to determine how the superseded data were derived.
 DA1290
 DA1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3410923934(NAD 83)
 DA1290_MARKER: DS = TRIANGULATION STATION DISK
 DA1290_SETTING: 66 = SET IN ROCK OUTCROP
 DA1290_SP_SET: SET IN ROCK OUTCROP
 DA1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1290+STABILITY: POSITION/ELEVATION WELL
 DA1290
 DA1290  HISTORY     - Date     Condition        Report By
 DA1290  HISTORY     - 1948     MONUMENTED       USGS
 DA1290
 DA1290                          STATION DESCRIPTION
 DA1290
 DA1290'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1290'LOCATED ABOUT 15.0 MI SSW. OF GILA BEND, 3.0 MI E. OF BLACK GAP.
 DA1290'ON FIRST WELL-DEFINED TIP OF SHARP RIDGE BREAKING E. OF PROMINENT
 DA1290'TOP.  NOT ON HIGHEST POINT OF RANGE.
 DA1290'
 DA1290'TO REACH FROM JCT. OF U.S. HWY. 80 AND STATE HWY. 85 IN GILA
 DA1290'BEND, DRIVE 10.7 MI SOUTHWARD ON STATE HWY. 85 TO JCT.  TURN LEFT
 DA1290'4.3 MI E. ON DIRT RD. TO WINDMILL.  TURN RIGHT CROSS-COUNTRY 2.0
 DA1290'MI S. ALONG WEST SIDE OF SMALL PEAK TO END OF RD.  PACK S. UP
 DA1290'DRAIN TO LOW SADDLE.  THEN RIGHT (W.) ALONG RIDGE TO STATION.
 DA1290'ABOUT A 90-MINUTE PACK.
 DA1290'
 DA1290'STATION MARK--STANDARD TABLET STAMPED---MIDWAY 1948---, CEMENTED IN
 DA1290'ROCK OUTCROP.
 DA1290'
 DA1290'RM 1--STANDARD RM TABLET STAMPED---MIDWAY NO 1 1948---, CEMENTED IN
 DA1290'ROCK OUTCROP.
 DA1290'
 DA1290'RM 2--STANDARD RM TABLET STAMPED---MIDWAY NO 2 1948---, CEMENTED IN
 DA1290'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4635 ***********************************************************************
 DK4635  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4635  DESIGNATION -  MIDWAY
 DK4635  PID         -  DK4635
 DK4635  STATE/COUNTY-  AZ/PINAL
 DK4635  USGS QUAD   -  DOUBLE PEAK (1992)
 DK4635
 DK4635                         *CURRENT SURVEY CONTROL
 DK4635  ___________________________________________________________________
 DK4635* NAD 83(2007)-  32 49 33.80377(N)    111 52 38.93930(W)     ADJUSTED  
 DK4635* NAVD 88     -       414.43   (meters)    1359.7    (feet)  GPS OBS   
 DK4635  ___________________________________________________________________
 DK4635  X           -  -1,999,227.166 (meters)                     COMP
 DK4635  Y           -  -4,978,886.844 (meters)                     COMP
 DK4635  Z           -   3,437,972.234 (meters)                     COMP
 DK4635  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DK4635  ELLIP HEIGHT-         384.007 (meters)          (04/23/08) ADJUSTED
 DK4635  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DK4635  HORZ ORDER  -  A
 DK4635  ELLP ORDER  -  FOURTH    CLASS II
 DK4635
 DK4635.The horizontal coordinates were established by GPS observations
 DK4635.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4635
 DK4635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4635.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4635
 DK4635.The orthometric height was determined by GPS observations and a
 DK4635.high-resolution geoid model.
 DK4635.The orthometric height was determined by GPS observations and a
 DK4635.high-resolution geoid model using precise GPS observation and
 DK4635.processing techniques.
 DK4635
 DK4635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4635
 DK4635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4635
 DK4635.The ellipsoidal height was determined by GPS observations
 DK4635.and is referenced to NAD 83.
 DK4635
 DK4635.The geoid height was determined by GEOID03.
 DK4635
 DK4635;                    North         East     Units Scale Factor Converg.
 DK4635;SPC AZ C     -   202,463.322   217,028.628   MT  0.99990017   +0 01 16.5
 DK4635;SPC AZ C     -   664,249.74    712,036.18   iFT  0.99990017   +0 01 16.5
 DK4635;UTM  12      - 3,632,344.784   417,867.380   MT  0.99968318   -0 28 32.5
 DK4635
 DK4635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4635!SPC AZ C     -   0.99993971  x   0.99990017  =   0.99983989
 DK4635!UTM  12      -   0.99993971  x   0.99968318  =   0.99962291
 DK4635
 DK4635                          SUPERSEDED SURVEY CONTROL
 DK4635
 DK4635.No superseded survey control is available for this station.
 DK4635
 DK4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1786732345(NAD 83)
 DK4635_MARKER: F = FLANGE-ENCASED ROD
 DK4635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4635_STAMPING: MIDWAY 3 2006 LS14169
 DK4635_MARK LOGO: NONE  
 DK4635_PROJECTION: FLUSH
 DK4635_MAGNETIC: I = MARKER IS A STEEL ROD
 DK4635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4635+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4635_ROD/PIPE-DEPTH:  9.8 meters
 DK4635_SLEEVE-DEPTH  :  0.6 meters
 DK4635
 DK4635  HISTORY     - Date     Condition        Report By
 DK4635  HISTORY     - 20060830 MONUMENTED       GEOANA
 DK4635
 DK4635                          STATION DESCRIPTION
 DK4635
 DK4635'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DK4635'THE MARK IS LOCATED ABOUT 7.9 MI (12.8 KM) WEST-SOUTHWEST OF CASA
 DK4635'GRANDE, 7.5 MI (12.1 KM) NORTHWEST OF CHUICHU AND 6.2 MI (10.0 KM)
 DK4635'SOUTHEAST OF STANFIELD.
 DK4635' 
 DK4635'BEGINNING AT THE CASA GRANDE POST OFFICE, GO SOUTH ON PINAL AVENUE A
 DK4635'DISTANCE OF 1.1 MI (1.8 KM) TO ITS INTERSECTION WITH FLORENCE AVENUE.
 DK4635'TURN RIGHT ONTO FLORENCE BOULEVARD AND GO WEST 1.0 MI (1.6 KM) TO ITS
 DK4635'INTERSECTION WITH THORNTON ROAD.  TURN LEFT ON THORNTON ROAD AND GO
 DK4635'SOUTH FOR 0.9 MI (1.4 KM) TO ITS INTERSECTION WITH PETERS ROAD.  TURN
 DK4635'RIGHT AND GO WEST ON PETERS ROAD 5.9 MI (9.5 KM) TO ITS INTERSECTION
 DK4635'WITH MIDWAY ROAD.  TURN LEFT AND GO SOUTH 2.6 MI (4.2 KM) SOUTH ON
 DK4635'MIDWAY ROAD TO THE STATION.  STATION IS ON SOUTH SIDE OF INTERSTATE 8,
 DK4635'30 FT (9.1 M) EAST OF EAST EDGE OF MIDWAY ROAD AND 8 FT (2.4 M) WEST
 DK4635'OF A NORTH SOUTH FENCE LINE.  MARK IS LEVEL WITH MIDWAY ROAD.  MARK IS
 DK4635'A 9/16 INCH (1.4 CM) STAINLESS ROD DRIVEN TO REFUSAL AT 32 FT (9.8 M)
 DK4635'AND IS INSIDE A 6 INCH (15 CM) PVC PIPE TUBE IN CONCRETE WITH ALUMINUM
 DK4635'CAPPED LID, MARKED MIDWAY 3 - 2006 - LS 14169.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2356 ***********************************************************************
 CZ2356  DESIGNATION -  MIDWAY 2
 CZ2356  PID         -  CZ2356
 CZ2356  STATE/COUNTY-  AZ/PINAL
 CZ2356  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2356
 CZ2356                         *CURRENT SURVEY CONTROL
 CZ2356  ___________________________________________________________________
 CZ2356* NAD 83(1992)-  32 49 34.36737(N)    111 52 40.63900(W)     NO CHECK  
 CZ2356* NAVD 88     -       414.85   (+/-2cm)    1361.1    (feet)  VERTCON   
 CZ2356  ___________________________________________________________________
 CZ2356  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CZ2356  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ2356  HORZ ORDER  -  THIRD
 CZ2356  VERT ORDER  -  THIRD ? (See Below)
 CZ2356
 CZ2356.The horizontal coordinates were established by classical geodetic methods
 CZ2356.and adjusted by the National Geodetic Survey in August 1993.
 CZ2356.No horizontal observational check was made to the station.
 CZ2356
 CZ2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2356.The vertical order pertains to the NGVD 29 superseded value.
 CZ2356
 CZ2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2356
 CZ2356.The geoid height was determined by GEOID03.
 CZ2356
 CZ2356;                    North         East     Units Scale Factor Converg.
 CZ2356;SPC AZ C     -   202,480.666   216,984.417   MT  0.99990016   +0 01 15.5
 CZ2356;SPC AZ C     -   664,306.65    711,891.13   iFT  0.99990016   +0 01 15.5
 CZ2356;UTM  12      - 3,632,362.507   417,823.331   MT  0.99968327   -0 28 33.5
 CZ2356
 CZ2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2356!SPC AZ C     -   0.99993964  x   0.99990016  =   0.99983981
 CZ2356!UTM  12      -   0.99993964  x   0.99968327  =   0.99962293
 CZ2356
 CZ2356:                Primary Azimuth Mark                     Grid Az
 CZ2356:SPC AZ C     -  MIDWAY 2 RM 5 AZIMUTH                    009 15 57.3
 CZ2356:UTM  12      -  MIDWAY 2 RM 5 AZIMUTH                    009 45 46.3
 CZ2356
 CZ2356|---------------------------------------------------------------------|
 CZ2356| PID    Reference Object                     Distance      Geod. Az  |
 CZ2356|                                                           dddmmss.s |
 CZ2356| CH5941 MIDWAY 2 RM 5 AZIMUTH                              0091712.8 |
 CZ2356| CZ2355 MIDWAY                               79.460 METERS 01525     |
 CZ2356| CH5939 MIDWAY 2 RM 3                         8.897 METERS 03353     |
 CZ2356| CH5940 MIDWAY 2 RM 4                         4.425 METERS 19610     |
 CZ2356| CZ2357 BUR                                 APPROX.12.4 KM 2380832.5 |
 CZ2356| CH5938 MIDWAY 2 AZ MK                                     2660802.3 |
 CZ2356|---------------------------------------------------------------------|
 CZ2356
 CZ2356                          SUPERSEDED SURVEY CONTROL
 CZ2356
 CZ2356  NAD 83(1986)-  32 49 34.36066(N)    111 52 40.63972(W) AD(       ) 3
 CZ2356  NAD 27      -  32 49 34.16720(N)    111 52 38.16910(W) AD(       ) 3
 CZ2356  NGVD 29 (07/19/86)  414.24   (m)         1359.1    (f) LEVELING    3  
 CZ2356
 CZ2356.Superseded values are not recommended for survey control.
 CZ2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2356.See file dsdata.txt to determine how the superseded data were derived.
 CZ2356
 CZ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1782332363(NAD 83)
 CZ2356_MARKER: DS = TRIANGULATION STATION DISK
 CZ2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2356+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2356
 CZ2356  HISTORY     - Date     Condition        Report By
 CZ2356  HISTORY     - 1964     MONUMENTED       AZHD
 CZ2356  HISTORY     - 1973     GOOD             NGS
 CZ2356  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2356
 CZ2356                          STATION DESCRIPTION
 CZ2356
 CZ2356'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 CZ2356'STATION IS LOCATED ON THE W SIDE OF MIDWAY ROAD ABOUT 7 MILES
 CZ2356'W AND 4 MILES S OF CASA GRANDE, AND 5-1/2 MILES E AND 4 MILES
 CZ2356'S OF STANFIELD.  STATION MARK IS A STANDARD DISK, STAMPED
 CZ2356'MIDWAY 2 RESET 1964, SET IN THE TOP OF A 6-INCH CYLINDRICAL
 CZ2356'CONCRETE POST PROJECTING 2 INCHES, 14 FEET N OF A CONCRETE
 CZ2356'PUMP BASE AND 4 FEET WEST OF A WITNESS POST.
 CZ2356'
 CZ2356'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A 6-INCH
 CZ2356'CYLINDER, PROJECTING 2 INCHES, STAMPED MIDWAY R.M. NO 3 RESET
 CZ2356'1964 AND IS 44 FEET NE OF NW CORNER OF THE CONCRETE PUMP
 CZ2356'BASE.
 CZ2356'
 CZ2356'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN
 CZ2356'THE NW CORNER OF THE CONCRETE BASE OF THE IRRIGATION PUMP
 CZ2356'AND STAMPED MIDWAY R.M. NO 4 RESET 1964.
 CZ2356'
 CZ2356'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 6-INCH
 CZ2356'CONCRETE CYLINDER PROJECTING 2 INCHES AND STAMPED MIDWAY 1960
 CZ2356'RESET 1964.  IT IS 0.30 MILE W OF THE STATION ON COUNTY
 CZ2356'ROAD BEGGS, 35 FEET N OF CENTER LINE OF ROAD AND ONE FOOT N
 CZ2356'OF POWER POLE.
 CZ2356'
 CZ2356'REACHED FROM THE POST OFFICE IN STANFIELD BY GOING E ON HWY
 CZ2356'84 FOR 5.3 MILES TO CROSSROADS AND COTTON GIN IN THE SW
 CZ2356'CORNER OF INTERSECTION.  TURN RIGHT, S FOR 3 MILES AND STATION
 CZ2356'IN THE NW CORNER OF THE INTERSECTION.
 CZ2356
 CZ2356                          STATION RECOVERY (1973)
 CZ2356
 CZ2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CZ2356'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 CZ2356'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 CZ2356'AND BELIEVED DESTROYED.  A SHORT AZIMUTH MARK (R.M. 5) WAS
 CZ2356'ESTABLISHED AT THIS TIME.
 CZ2356'
 CZ2356'THE STATION MARK IS A STANDARD DISK STAMPED, MIDWAY 2 1964.
 CZ2356'IT IS SET IN TOP OF A 6 INCH CONCRETE POST WHICH PROJECTS
 CZ2356'ABOUT 2-1/2 INCHES.  IT IS 18 FEET EAST OF THE EAST SIDE OF AN
 CZ2356'IRRIGATION DITCH, 12 FEET NORTH OF THE CONCRETE BASE OF A PUMP AND
 CZ2356'4 FEET WEST OF THE WITNESS POST.
 CZ2356'
 CZ2356'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, MIDWAY 2 NO 3 1964.
 CZ2356'IT IS SET IN TOP OF A 6 INCH CONCRETE POST WHICH PROJECTS
 CZ2356'ABOUT 2 INCHES.  IT IS 44 FEET NORTHEAST OF THE NORTHEAST
 CZ2356'CORNER OF THE PUMP BASE, 33 FEET EAST OF AN IRRIGATION DITCH
 CZ2356'AND 27 FEET WEST OF THE RIGHT OF WAY FENCE.
 CZ2356'
 CZ2356'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, MIDWAY 2 NO 4
 CZ2356'1964.  IT IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 CZ2356'THE PUMP FOUNDATION.
 CZ2356'
 CZ2356'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, MIDWAY 2 NO 5
 CZ2356'1964 1973.  IT IS SET IN A DRILL HOLE IN TOP OF THE WEST GUARD
 CZ2356'RAIL OF THE I-8 MIDWAY ROAD OVERPASS.
 CZ2356'
 CZ2356'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CASA
 CZ2356'GRANDE, GO WEST ALONG ARIZONA HIGHWAY 84 FOR 5.0 MILES TO
 CZ2356'MIDWAY ROAD.  TURN LEFT AND GO SOUTH FOR 3.2 MILES TO THE
 CZ2356'I-8 OVERPASS AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CZ2356'SOUTH FOR 0.15 MILE TO A FARM ROAD ON THE RIGHT.  TURN RIGHT
 CZ2356'AND THEN SHARP RIGHT FOR ABOUT 50 FEET TO A PUMP STATION AND
 CZ2356'THE STATION AS DESCRIBED.
 CZ2356'
 CZ2356'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ2356'
 CZ2356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CZ2356'SOUTHWEST CASA GRANDE
 CZ2356
 CZ2356                          STATION RECOVERY (2007)
 CZ2356
 CZ2356'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1194 ***********************************************************************
 CZ1194  DESIGNATION -  MIDWAY RM 1
 CZ1194  PID         -  CZ1194
 CZ1194  STATE/COUNTY-  AZ/PINAL
 CZ1194  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1194
 CZ1194                         *CURRENT SURVEY CONTROL
 CZ1194  ___________________________________________________________________
 CZ1194* NAD 83(1986)-  32 49 33.     (N)    111 52 39.     (W)     SCALED    
 CZ1194* NAVD 88     -       415.02   (+/-2cm)    1361.6    (feet)  VERTCON   
 CZ1194  ___________________________________________________________________
 CZ1194  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1194
 CZ1194.The horizontal coordinates were scaled from a topographic map and have
 CZ1194.an estimated accuracy of +/- 6 seconds.
 CZ1194
 CZ1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1194.The vertical order pertains to the NGVD 29 superseded value.
 CZ1194
 CZ1194.The geoid height was determined by GEOID03.
 CZ1194
 CZ1194;                    North         East    Units  Estimated Accuracy
 CZ1194;SPC AZ C     -   202,440.      217,030.      MT  (+/- 180 meters Scaled)
 CZ1194
 CZ1194                          SUPERSEDED SURVEY CONTROL
 CZ1194
 CZ1194  NGVD 29 (??/??/92)  414.410  (m)         1359.61   (f) ADJ UNCH    2 0
 CZ1194
 CZ1194.Superseded values are not recommended for survey control.
 CZ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1194.See file dsdata.txt to determine how the superseded data were derived.
 CZ1194
 CZ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB178323(NAD 83)
 CZ1194_MARKER: DR = REFERENCE MARK DISK
 CZ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1194_STAMPING: MIDWAY NO 1 1960
 CZ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1194+STABILITY: SURFACE MOTION
 CZ1194
 CZ1194  HISTORY     - Date     Condition        Report By
 CZ1194  HISTORY     - 1960     MONUMENTED       CGS
 CZ1194  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ1194
 CZ1194                          STATION DESCRIPTION
 CZ1194
 CZ1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1194'8.7 MI SE FROM STANFIELD.
 CZ1194'5.3 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1194'STANFIELD, THENCE 3.4 MILES SOUTH ALONG GRADED ROAD, 40 FEET NORTH OF
 CZ1194'POWER POLE, 35 FEET WEST OF CENTER OF ROAD, SET IN THE TOP OF 11-INCH
 CZ1194'CONCRETE POST PROJECTING 2 INCHES.
 CZ1194
 CZ1194                          STATION RECOVERY (2007)
 CZ1194
 CZ1194'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1194'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0714 ***********************************************************************
 ET0714  DESIGNATION -  MIDWAY RM 1
 ET0714  PID         -  ET0714
 ET0714  STATE/COUNTY-  AZ/LA PAZ
 ET0714  USGS QUAD   -  POWERLINE WELL (1990)
 ET0714
 ET0714                         *CURRENT SURVEY CONTROL
 ET0714  ___________________________________________________________________
 ET0714* NAD 83(1986)-  34 04 16.     (N)    113 52 58.     (W)     SCALED    
 ET0714* NAVD 88     -       465.89   (+/-2cm)    1528.5    (feet)  VERTCON   
 ET0714  ___________________________________________________________________
 ET0714  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ET0714  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0714
 ET0714.The horizontal coordinates were scaled from a topographic map and have
 ET0714.an estimated accuracy of +/- 6 seconds.
 ET0714
 ET0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0714.The vertical order pertains to the NGVD 29 superseded value.
 ET0714
 ET0714.The geoid height was determined by GEOID03.
 ET0714
 ET0714;                    North         East    Units  Estimated Accuracy
 ET0714;SPC AZ W     -   340,560.      201,100.      MT  (+/- 180 meters Scaled)
 ET0714
 ET0714                          SUPERSEDED SURVEY CONTROL
 ET0714
 ET0714  NGVD 29 (??/??/92)  465.230  (m)         1526.34   (f) ADJ UNCH    1 2
 ET0714
 ET0714.Superseded values are not recommended for survey control.
 ET0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0714.See file dsdata.txt to determine how the superseded data were derived.
 ET0714
 ET0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC339737(NAD 83)
 ET0714_MARKER: DR = REFERENCE MARK DISK
 ET0714_SETTING: 80 = SET IN A BOULDER
 ET0714_SP_SET: BOULDER
 ET0714_STAMPING: MIDWAY NO 1 1948
 ET0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0714+STABILITY: SURFACE MOTION
 ET0714
 ET0714  HISTORY     - Date     Condition        Report By
 ET0714  HISTORY     - 1948     MONUMENTED       CGS
 ET0714
 ET0714                          STATION DESCRIPTION
 ET0714
 ET0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0714'13.4 MI NE FROM BOUSE.
 ET0714'13.1 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0714'AT BOUSE, THENCE 0.3 MILE NORTHEAST OF A T-ROAD JUNCTION AT MIDWAY, ON
 ET0714'THE SUMMIT OF A SMALL MOUNTAIN, AND 15.5 FEET SOUTHEAST OF THE
 ET0714'STATION.  SET IN THE TOP OF A BOULDER ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1196 ***********************************************************************
 CZ1196  DESIGNATION -  MIDWAY RM 2
 CZ1196  PID         -  CZ1196
 CZ1196  STATE/COUNTY-  AZ/PINAL
 CZ1196  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1196
 CZ1196                         *CURRENT SURVEY CONTROL
 CZ1196  ___________________________________________________________________
 CZ1196* NAD 83(1986)-  32 49 34.     (N)    111 52 39.     (W)     SCALED    
 CZ1196* NAVD 88     -       415.03   (+/-2cm)    1361.6    (feet)  VERTCON   
 CZ1196  ___________________________________________________________________
 CZ1196  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1196
 CZ1196.The horizontal coordinates were scaled from a topographic map and have
 CZ1196.an estimated accuracy of +/- 6 seconds.
 CZ1196
 CZ1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1196.The vertical order pertains to the NGVD 29 superseded value.
 CZ1196
 CZ1196.The geoid height was determined by GEOID03.
 CZ1196
 CZ1196;                    North         East    Units  Estimated Accuracy
 CZ1196;SPC AZ C     -   202,470.      217,030.      MT  (+/- 180 meters Scaled)
 CZ1196
 CZ1196                          SUPERSEDED SURVEY CONTROL
 CZ1196
 CZ1196  NGVD 29 (??/??/92)  414.416  (m)         1359.63   (f) ADJ UNCH    2 0
 CZ1196
 CZ1196.Superseded values are not recommended for survey control.
 CZ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1196.See file dsdata.txt to determine how the superseded data were derived.
 CZ1196
 CZ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB178323(NAD 83)
 CZ1196_MARKER: DR = REFERENCE MARK DISK
 CZ1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1196_STAMPING: MIDWAY NO 2 1960
 CZ1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1196+STABILITY: SURFACE MOTION
 CZ1196
 CZ1196  HISTORY     - Date     Condition        Report By
 CZ1196  HISTORY     - 1960     MONUMENTED       CGS
 CZ1196  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ1196
 CZ1196                          STATION DESCRIPTION
 CZ1196
 CZ1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1196'8.7 MI SE FROM STANFIELD.
 CZ1196'5.3 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1196'STANFIELD, THENCE 3.4 MILES SOUTH ALONG GRADED ROAD, 35 FEET WEST OF
 CZ1196'CENTER OF ROAD, 28 FEET SOUTH OF POWER POLE, SET IN THE TOP OF 11-INCH
 CZ1196'CONCRETE POST PROJECTING 2 INCHES.
 CZ1196
 CZ1196                          STATION RECOVERY (2007)
 CZ1196
 CZ1196'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1196'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0712 ***********************************************************************
 ET0712  DESIGNATION -  MIDWAY RM 2
 ET0712  PID         -  ET0712
 ET0712  STATE/COUNTY-  AZ/LA PAZ
 ET0712  USGS QUAD   -  POWERLINE WELL (1990)
 ET0712
 ET0712                         *CURRENT SURVEY CONTROL
 ET0712  ___________________________________________________________________
 ET0712* NAD 83(1986)-  34 04 16.     (N)    113 52 58.     (W)     SCALED    
 ET0712* NAVD 88     -       466.00   (+/-2cm)    1528.9    (feet)  VERTCON   
 ET0712  ___________________________________________________________________
 ET0712  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ET0712  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0712
 ET0712.The horizontal coordinates were scaled from a topographic map and have
 ET0712.an estimated accuracy of +/- 6 seconds.
 ET0712
 ET0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0712.The vertical order pertains to the NGVD 29 superseded value.
 ET0712
 ET0712.The geoid height was determined by GEOID03.
 ET0712
 ET0712;                    North         East    Units  Estimated Accuracy
 ET0712;SPC AZ W     -   340,560.      201,100.      MT  (+/- 180 meters Scaled)
 ET0712
 ET0712                          SUPERSEDED SURVEY CONTROL
 ET0712
 ET0712  NGVD 29 (??/??/92)  465.342  (m)         1526.71   (f) ADJ UNCH    1 2
 ET0712
 ET0712.Superseded values are not recommended for survey control.
 ET0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0712.See file dsdata.txt to determine how the superseded data were derived.
 ET0712
 ET0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC339737(NAD 83)
 ET0712_MARKER: DB = BENCH MARK DISK
 ET0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0712_STAMPING: MIDWAY NO 2 1948
 ET0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0712+STABILITY: SURFACE MOTION
 ET0712
 ET0712  HISTORY     - Date     Condition        Report By
 ET0712  HISTORY     - 1948     MONUMENTED       CGS
 ET0712
 ET0712                          STATION DESCRIPTION
 ET0712
 ET0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0712'13.4 MI NE FROM BOUSE.
 ET0712'13.1 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0712'AT BOUSE, THENCE 0.3 MILE NORTHEAST OF A T-ROAD JUNCTION AT MIDWAY, ON
 ET0712'THE SUMMIT OF A SMALL MOUNTAIN, AND 22.5 FEET WEST OF THE STATION. SET
 ET0712'IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE
 ET0712'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1061 ***********************************************************************
 ES1061  DESIGNATION -  MIGHT
 ES1061  PID         -  ES1061
 ES1061  STATE/COUNTY-  AZ/NAVAJO
 ES1061  USGS QUAD   -  SAUNDERS DRAW (1986)
 ES1061
 ES1061                         *CURRENT SURVEY CONTROL
 ES1061  ___________________________________________________________________
 ES1061* NAD 83(1992)-  34 52 29.80019(N)    110 16 12.98729(W)     ADJUSTED  
 ES1061* NAVD 88     -      1575.     (meters)    5167.     (feet)  SCALED    
 ES1061  ___________________________________________________________________
 ES1061  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES1061  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES1061  HORZ ORDER  -  SECOND
 ES1061
 ES1061.The horizontal coordinates were established by classical geodetic methods
 ES1061.and adjusted by the National Geodetic Survey in August 1993.
 ES1061
 ES1061.The orthometric height was scaled from a topographic map.
 ES1061
 ES1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1061
 ES1061.The geoid height was determined by GEOID03.
 ES1061
 ES1061;                    North         East     Units Scale Factor Converg.
 ES1061;SPC AZ E     -   429,706.914   203,888.432   MT  0.99990111   -0 03 33.3
 ES1061;SPC AZ E     - 1,409,799.59    668,925.30   iFT  0.99990111   -0 03 33.3
 ES1061;UTM  12      - 3,859,417.867   566,690.462   MT  0.99965482   +0 25 02.1
 ES1061
 ES1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1061!SPC AZ E     -   0.99975668  x   0.99990111  =   0.99965781
 ES1061!UTM  12      -   0.99975668  x   0.99965482  =   0.99941158
 ES1061
 ES1061|---------------------------------------------------------------------|
 ES1061| PID    Reference Object                     Distance      Geod. Az  |
 ES1061|                                                           dddmmss.s |
 ES1061| CD2337 MIGHT RM 1                           11.488 METERS 08727     |
 ES1061| ES1043 OIL                                 APPROX. 3.7 KM 1043917.7 |
 ES1061| CD2338 MIGHT RM 2                           11.467 METERS 18020     |
 ES1061|---------------------------------------------------------------------|
 ES1061
 ES1061                          SUPERSEDED SURVEY CONTROL
 ES1061
 ES1061  NAD 83(1986)-  34 52 29.79363(N)    110 16 12.99057(W) AD(       ) 2
 ES1061  NAD 27      -  34 52 29.69640(N)    110 16 10.54430(W) AD(       ) 2
 ES1061
 ES1061.Superseded values are not recommended for survey control.
 ES1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1061.See file dsdata.txt to determine how the superseded data were derived.
 ES1061
 ES1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6669059418(NAD 83)
 ES1061_MARKER: DS = TRIANGULATION STATION DISK
 ES1061_SETTING: 66 = SET IN ROCK OUTCROP
 ES1061
 ES1061  HISTORY     - Date     Condition        Report By
 ES1061  HISTORY     - 1959     MONUMENTED       CGS
 ES1061  HISTORY     - 1973     GOOD             USE
 ES1061
 ES1061                          STATION DESCRIPTION
 ES1061
 ES1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1061'THE STATION IS ON FLAT OUTCROPPING BEDROCK, IN DESERT GRAZING
 ES1061'LAND, ABOUT 7 MILES SOUTHEAST OF JOSEPH CITY, 7 MILES SOUTHWEST
 ES1061'OF HOLBROOK, AND 1.5 MILES SOUTH OF AN UNNAMED GRADED ROAD.
 ES1061'
 ES1061'TO REACH THE STATION FROM THE CROSSROAD WHICH IS JUST EAST OF THE
 ES1061'JOSEPH CITY POST OFFICE, GO SOUTH ON THE GRADED ROAD FOR 1.0
 ES1061'MILE TO A RAILROAD CROSSING.  CROSS THE TRACKS AND CONTINUE SOUTH
 ES1061'ON THE GRADED ROAD 3.6 MILES TO A CROSSROAD.  TURN LEFT AND GO
 ES1061'EAST FOR 3.2 MILES TO A Y-FORK JUST AFTER CROSSING A STOCK
 ES1061'GUARD.  TAKE THE RIGHT FORK AND GO SOUTH 1.0 MILE TO A T-FENCE
 ES1061'CORNER AND TWO WIRE GATES.  PASS THROUGH THE GATE ON THE EAST
 ES1061'AND CONTINUE SOUTH 0.3 MILE TO THE STATION.
 ES1061'
 ES1061'THE STATION IS A STANDARD DISK, STAMPED MIGHT 1959, CEMENTED IN
 ES1061'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS
 ES1061'16.4 FEET EAST OF A NORTH-SOUTH FENCE AND 8.6 FEET SOUTHEAST
 ES1061'OF A WITNESS POST.
 ES1061'
 ES1061'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MIGHT NO 1 1959,
 ES1061'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH, AND IT IS
 ES1061'43.1 FEET EAST OF THE WITNESS POST.
 ES1061'
 ES1061'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MIGHT NO 2 1959,
 ES1061'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH, AND IT IS 45.8
 ES1061'FEET SOUTH OF THE WITNESS POST, AND 16.3 FEET EAST OF A
 ES1061'NORTH-SOUTH FENCE.
 ES1061'
 ES1061'TRIANGULATION STATION OIL CAN BE USED FOR AN AZIMUTH MARK.  SEE
 ES1061'DESCRIPTION THEREOF.
 ES1061
 ES1061                          STATION RECOVERY (1973)
 ES1061
 ES1061'RECOVERY NOTE BY US ENGINEERS 1973 (EMB)
 ES1061'MIGHT, 1959-GOOD
 ES1061'
 ES1061'MIGHT NO. 1, 1959-GOOD
 ES1061'
 ES1061'MIGHT NO. 2 1959-GOOD
 ES1061'
 ES1061'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1121 ***********************************************************************
 CY1121  DESIGNATION -  MIKE
 CY1121  PID         -  CY1121
 CY1121  STATE/COUNTY-  AZ/GRAHAM
 CY1121  USGS QUAD   -  ASH PEAK (1986)
 CY1121
 CY1121                         *CURRENT SURVEY CONTROL
 CY1121  ___________________________________________________________________
 CY1121* NAD 83(1992)-  32 50 42.80715(N)    109 21 44.54493(W)     ADJUSTED  
 CY1121* NAVD 88     -      1314.1    (meters)    4311.     (feet)  VERTCON   
 CY1121  ___________________________________________________________________
 CY1121  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 CY1121  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CY1121  HORZ ORDER  -  SECOND
 CY1121
 CY1121.The horizontal coordinates were established by classical geodetic methods
 CY1121.and adjusted by the National Geodetic Survey in August 1993.
 CY1121
 CY1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1121
 CY1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1121
 CY1121.The geoid height was determined by GEOID03.
 CY1121
 CY1121;                    North         East     Units Scale Factor Converg.
 CY1121;SPC AZ E     -   204,874.764   288,648.231   MT  0.99996987   +0 26 10.5
 CY1121;SPC AZ E     -   672,161.30    947,008.63   iFT  0.99996987   +0 26 10.5
 CY1121;UTM  12      - 3,635,316.781   653,255.439   MT  0.99988961   +0 53 18.2
 CY1121
 CY1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1121!SPC AZ E     -   0.99979781  x   0.99996987  =   0.99976768
 CY1121!UTM  12      -   0.99979781  x   0.99988961  =   0.99968744
 CY1121
 CY1121|---------------------------------------------------------------------|
 CY1121| PID    Reference Object                     Distance      Geod. Az  |
 CY1121|                                                           dddmmss.s |
 CY1121| CC6944 MIKE RM 1                            17.876 METERS 07050     |
 CY1121| CY1126 TOLLGATE                            APPROX. 3.1 KM 2701415.3 |
 CY1121| CC6945 MIKE RM 2                            14.951 METERS 34223     |
 CY1121|---------------------------------------------------------------------|
 CY1121
 CY1121                          SUPERSEDED SURVEY CONTROL
 CY1121
 CY1121  NAD 83(1986)-  32 50 42.80222(N)    109 21 44.54216(W) AD(       ) 2
 CY1121  NAD 27      -  32 50 42.56559(N)    109 21 42.28639(W) AD(       ) 2
 CY1121  NGVD 29 (07/19/86) 1313.4    (m)         4309.     (f) VERT ANG    3  
 CY1121
 CY1121.Superseded values are not recommended for survey control.
 CY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1121.See file dsdata.txt to determine how the superseded data were derived.
 CY1121
 CY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5325535317(NAD 83)
 CY1121_MARKER: DD = SURVEY DISK
 CY1121_SETTING: 66 = SET IN ROCK OUTCROP
 CY1121
 CY1121  HISTORY     - Date     Condition        Report By
 CY1121  HISTORY     - 1976     MONUMENTED       AZDT
 CY1121
 CY1121                          STATION DESCRIPTION
 CY1121
 CY1121'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1121'THE STATION IS ABOUT 20.5 MILES EAST OF SAFFORD AND 15 MILES
 CY1121'SOUTHWEST OF CLIFTON IN THE NORTH RIGHT-OF-WAY U.S. HWY. 666.
 CY1121'
 CY1121'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MIKE 1976
 CY1121'AND IS EPOXIED IN A DRILL HOLE IN A 4 X 4 X 3 FOOT BOULDER.  THE
 CY1121'STATION IS 89 FEET NORTH OF HWY. CENTERLINE AND SOUTH OF THE
 CY1121'NORTH R/W FENCE MARKED BY A WITNESS POST AND SIGN 4.5 NORTH.
 CY1121'
 CY1121'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED MIKE RM
 CY1121'2 1976 AND IS EPOXIED TO A BOULDER 18 INCHES X 15 INCHES AND 5
 CY1121'INCHES HIGH, NORTH OF THE NORTH R/W FENCE.
 CY1121'
 CY1121'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 CY1121'MIKE RM 1 1976 AND IS EPOXIED TO A 18 X 18 INCH ROCK.  18 INCHES
 CY1121'SOUTH OF NORTH R/W FENCE.
 CY1121'
 CY1121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1121'10 MILES EAST OF SAFFORD, GO EAST ON U.S. 666 TO MILE POST 142.62
 CY1121'AND THE STATION IN THE NORTH R/W.
 CY1121'
 CY1121'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0346 ***********************************************************************
 CG0346  DESIGNATION -  MILEPOST
 CG0346  PID         -  CG0346
 CG0346  STATE/COUNTY-  AZ/PIMA
 CG0346  USGS QUAD   -  THE NARROWS (1981)
 CG0346
 CG0346                         *CURRENT SURVEY CONTROL
 CG0346  ___________________________________________________________________
 CG0346* NAD 83(1992)-  31 58 27.03615(N)    110 30 17.75853(W)     ADJUSTED  
 CG0346* NAVD 88     -      1186.329  (meters)    3892.15   (feet)  ADJUSTED  
 CG0346  ___________________________________________________________________
 CG0346  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CG0346  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CG0346  DYNAMIC HT  -        1184.571 (meters)    3886.38  (feet)  COMP
 CG0346  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 CG0346
 CG0346  HORZ ORDER  -  SECOND
 CG0346  VERT ORDER  -  FIRST     CLASS II
 CG0346
 CG0346.The horizontal coordinates were established by classical geodetic methods
 CG0346.and adjusted by the National Geodetic Survey in August 1993.
 CG0346
 CG0346.The orthometric height was determined by differential leveling
 CG0346.and adjusted in June 1991.
 CG0346
 CG0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0346
 CG0346.The geoid height was determined by GEOID03.
 CG0346
 CG0346.The dynamic height is computed by dividing the NAVD 88
 CG0346.geopotential number by the normal gravity value computed on the
 CG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0346.degrees latitude (g = 980.6199 gals.).
 CG0346
 CG0346.The modeled gravity was interpolated from observed gravity values.
 CG0346
 CG0346;                    North         East     Units Scale Factor Converg.
 CG0346;SPC AZ C     -   108,874.418   346,789.163   MT  1.00011950   +0 44 51.6
 CG0346;SPC AZ C     -   357,199.53  1,137,759.72   iFT  1.00011950   +0 44 51.6
 CG0346;SPC AZ E     -   108,053.827   181,390.318   MT  0.99991260   -0 10 44.9
 CG0346;SPC AZ E     -   354,507.31    595,112.59   iFT  0.99991260   -0 10 44.9
 CG0346;UTM  12      - 3,537,680.393   546,775.090   MT  0.99962698   +0 15 43.8
 CG0346
 CG0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0346!SPC AZ C     -   0.99981815  x   1.00011950  =   0.99993762
 CG0346!SPC AZ E     -   0.99981815  x   0.99991260  =   0.99973076
 CG0346!UTM  12      -   0.99981815  x   0.99962698  =   0.99944519
 CG0346
 CG0346|---------------------------------------------------------------------|
 CG0346| PID    Reference Object                     Distance      Geod. Az  |
 CG0346|                                                           dddmmss.s |
 CG0346| CG0345 MILEPOST RM 1                        16.863 METERS 10358     |
 CG0346| CG0344 MILEPOST RM 2                        15.336 METERS 18831     |
 CG0346| CG0347 AMOLE                               APPROX. 0.9 KM 2921951.4 |
 CG0346|---------------------------------------------------------------------|
 CG0346
 CG0346                          SUPERSEDED SURVEY CONTROL
 CG0346
 CG0346  NAD 83(1986)-  31 58 27.03145(N)    110 30 17.75637(W) AD(       ) 2
 CG0346  NAD 27      -  31 58 26.73370(N)    110 30 15.48270(W) AD(       ) 2
 CG0346  NGVD 29 (??/??/92) 1185.539  (m)         3889.56   (f) ADJ UNCH    1 2
 CG0346
 CG0346.Superseded values are not recommended for survey control.
 CG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0346.See file dsdata.txt to determine how the superseded data were derived.
 CG0346
 CG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4677537680(NAD 83)
 CG0346_MARKER: DB = BENCH MARK DISK
 CG0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0346_STAMPING: MILEPOST 1961
 CG0346_PROJECTION: PROJECTING 13 CENTIMETERS
 CG0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0346+STABILITY: SURFACE MOTION
 CG0346
 CG0346  HISTORY     - Date     Condition        Report By
 CG0346  HISTORY     - 1962     MONUMENTED       CGS
 CG0346  HISTORY     - 1962     GOOD             NGS
 CG0346  HISTORY     - 1976     GOOD             USGS
 CG0346  HISTORY     - 1979     GOOD             NGS
 CG0346
 CG0346                          STATION DESCRIPTION
 CG0346
 CG0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0346'THE STATION IS 30 MILES SOUTHEAST OF TUCSON, 12-1/2 MILES EAST OF
 CG0346'BENSON, 0.5 MILE EAST OF THE AMOLE OVERPASS AND ON THE SOUTH
 CG0346'SIDE OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 80.
 CG0346'
 CG0346'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, DRIVE WEST
 CG0346'ON U.S. HIGHWAY 80 (INTERSTATE HIGHWAY 10) FOR 13.0 MILES TO A
 CG0346'CROSS OVER BETWEEN THE EAST AND WEST-BOUND HIGHWAY LANES, JUST
 CG0346'BEFORE REACHING THE EAST APPROACH OF THE AMOLE OVERPASS.  TURN
 CG0346'LEFT, ENTER THE EAST-BOUND LANE OF THE HIGHWAY AND DRIVE EAST
 CG0346'FOR 0.25 MILE TO HIGHWAY MILEPOST 279 AND THE STATION ON THE
 CG0346'RIGHT.
 CG0346'
 CG0346'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 CG0346'STAMPED MILEPOST 1961.  THE UNDERGROUND-STATION MARK IS SET IN THE
 CG0346'TOP OF A MASS OF CONCRETE 50 INCHES BELOW THE SURFACE OF THE
 CG0346'GROUND.  THE SURFACE-STATION MARK IS SET IN THE TOP OF A
 CG0346'CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 3
 CG0346'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 3.3 FEET
 CG0346'EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 3.5 FEET
 CG0346'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0346'
 CG0346'REFERENCE MARK 1, A STANDARD DISK STAMPED MILEPOST NO 1 1961,
 CG0346'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 CG0346'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0346'IT IS 1.0 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ABOUT THE
 CG0346'SAME ELEVATION AS THE STATION.
 CG0346'
 CG0346'REFERENCE MARK 2, A STANDARD DISK STAMPED MILEPOST NO 2 1961, IS
 CG0346'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 CG0346'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0346'IT IS 34 FEET NORTH OF THE CENTER OF A GRADED FIRE-BREAK ROAD AND
 CG0346'ABOUT THE SAME ELEVATION AS THE STATION.
 CG0346
 CG0346                          STATION RECOVERY (1962)
 CG0346
 CG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0346'12.2 MI W FROM BENSON.
 CG0346'12.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0346'AT MILEPOST 279, 84 1/2 FEET SOUTH OF MILEPOST 279, 3.6 FEET SOUTH OF
 CG0346'AN EAST-WEST FENCE LINE, 3.3 FEET EAST OF A METAL WITNESS POST, A
 CG0346'STANDARD STATION MARK DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CG0346'CYLINDER WHICH PROJECTS 3 INCHES.
 CG0346
 CG0346                          STATION RECOVERY (1976)
 CG0346
 CG0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0346'13 MI W. ALONG US HWY. 80 (I-HWY 10) FROM POST OFFICE IN BENSON TO
 CG0346'AMOLE OVERPASS, THENCE 0.45 MI E. ALONG EASTBOUND TRAFFIC LANE; 3.6
 CG0346'FT S. OF E.-W. FENCE LINE, 3.3 FT E. OF METAL WITNESS POST; SET IN
 CG0346'TOP OF 12-INCH CONCRETE CYLINDER PROJECTING 3 INCHES; NGS DISK
 CG0346'STAMPED "MILEPOST 1961"
 CG0346
 CG0346                          STATION RECOVERY (1979)
 CG0346
 CG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0346'12.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0346'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 293, 105 FEET SOUTH
 CG0346'OF THE CENTERLINE OF THE EASTBOUND LANES AND 3.5 FEET SOUTH OF THE
 CG0346'SOUTH RIGHT-OF-WAY FENCE.
 CG0346'THE MARK IS 4 FT  E FROM A WITNESS POST.
 CG0346'THE MARK IS 4 FT ABOVE FREEWAY LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0345 ***********************************************************************
 CG0345  DESIGNATION -  MILEPOST RM 1
 CG0345  PID         -  CG0345
 CG0345  STATE/COUNTY-  AZ/PIMA
 CG0345  USGS QUAD   -  THE NARROWS (1981)
 CG0345
 CG0345                         *CURRENT SURVEY CONTROL
 CG0345  ___________________________________________________________________
 CG0345* NAD 83(1986)-  31 58 26.     (N)    110 30 17.     (W)     SCALED    
 CG0345* NAVD 88     -      1186.430  (meters)    3892.48   (feet)  ADJUSTED  
 CG0345  ___________________________________________________________________
 CG0345  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CG0345  DYNAMIC HT  -        1184.673 (meters)    3886.71  (feet)  COMP
 CG0345  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 CG0345  OBS GRAVITY -     979,114.1   (mgal)                       GRAV_OBS
 CG0345
 CG0345  VERT ORDER  -  FIRST     CLASS II
 CG0345
 CG0345.The horizontal coordinates were scaled from a topographic map and have
 CG0345.an estimated accuracy of +/- 6 seconds.
 CG0345
 CG0345.The orthometric height was determined by differential leveling
 CG0345.and adjusted in June 1991.
 CG0345
 CG0345.The geoid height was determined by GEOID03.
 CG0345
 CG0345.The dynamic height is computed by dividing the NAVD 88
 CG0345.geopotential number by the normal gravity value computed on the
 CG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0345.degrees latitude (g = 980.6199 gals.).
 CG0345
 CG0345.The modeled gravity was interpolated from observed gravity values.
 CG0345.The observed gravity was obtained from relative gravimeter ties
 CG0345.to the IGSN71 gravity network.
 CG0345
 CG0345;                    North         East    Units  Estimated Accuracy
 CG0345;SPC AZ C     -   108,840.      346,810.      MT  (+/- 180 meters Scaled)
 CG0345
 CG0345                          SUPERSEDED SURVEY CONTROL
 CG0345
 CG0345  NGVD 29 (??/??/92) 1185.639  (m)         3889.88   (f) ADJ UNCH    1 2
 CG0345
 CG0345.Superseded values are not recommended for survey control.
 CG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0345.See file dsdata.txt to determine how the superseded data were derived.
 CG0345
 CG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA467376(NAD 83)
 CG0345_MARKER: DR = REFERENCE MARK DISK
 CG0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0345_STAMPING: MILEPOST NO 1 1961
 CG0345_PROJECTION: PROJECTING 18 CENTIMETERS
 CG0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0345+STABILITY: SURFACE MOTION
 CG0345
 CG0345  HISTORY     - Date     Condition        Report By
 CG0345  HISTORY     - 1961     MONUMENTED       CGS
 CG0345  HISTORY     - 1962     GOOD             NGS
 CG0345  HISTORY     - 1976     GOOD             USGS
 CG0345  HISTORY     - 1979     GOOD             NGS
 CG0345
 CG0345                          STATION DESCRIPTION
 CG0345
 CG0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0345'12.2 MI W FROM BENSON.
 CG0345'12.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0345'AT MILEPOST 279, 83 1/2 FEET SOUTH-SOUTHEAST OF MILEPOST 279, 1.3 FEET
 CG0345'SOUTH OF AN EAST-WEST FENCE LINE, A STANDARD REFERENCE MARK DISK SET
 CG0345'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.
 CG0345
 CG0345                          STATION RECOVERY (1976)
 CG0345
 CG0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0345'13 MI W. ALONG US HWY. 80 (I-HWY 10) FROM POST OFFICE IN BENSON TO
 CG0345'AMOLE OVERPASS, THENCE 0.45 MI E. ALONG EASTBOUND TRAFFIC LANE, 1.3
 CG0345'FT. S. OF E.-W. FENCE LINE; SET IN TOP OF 12-INCH CONCRETE CYLINDER
 CG0345'PROJECTING 4 INCHES; NGS RM DISK STAMPED "MILEPOST RM 1 1961."
 CG0345
 CG0345                          STATION RECOVERY (1979)
 CG0345
 CG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0345'12.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0345'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 293, ABOUT 0.25 MILE
 CG0345'NORTH ACROSS COUNTRY FROM A TOWER WITH MANY GUY WIRES, 103 FEET
 CG0345'SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 55 FEET EAST
 CG0345'OF THE STATION MARK AND 1.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 CG0345'FENCE.
 CG0345'THE MARK IS 59 FT  E FROM A WITNESS POST.
 CG0345'THE MARK IS 4 FT ABOVE FREEWAY LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0344 ***********************************************************************
 CG0344  DESIGNATION -  MILEPOST RM 2
 CG0344  PID         -  CG0344
 CG0344  STATE/COUNTY-  AZ/PIMA
 CG0344  USGS QUAD   -  THE NARROWS (1981)
 CG0344
 CG0344                         *CURRENT SURVEY CONTROL
 CG0344  ___________________________________________________________________
 CG0344* NAD 83(1986)-  31 58 26.     (N)    110 30 17.     (W)     SCALED    
 CG0344* NAVD 88     -      1186.397  (meters)    3892.37   (feet)  ADJUSTED  
 CG0344  ___________________________________________________________________
 CG0344  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CG0344  DYNAMIC HT  -        1184.640 (meters)    3886.61  (feet)  COMP
 CG0344  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 CG0344
 CG0344  VERT ORDER  -  FIRST     CLASS II
 CG0344
 CG0344.The horizontal coordinates were scaled from a topographic map and have
 CG0344.an estimated accuracy of +/- 6 seconds.
 CG0344
 CG0344.The orthometric height was determined by differential leveling
 CG0344.and adjusted in June 1991.
 CG0344
 CG0344.The geoid height was determined by GEOID03.
 CG0344
 CG0344.The dynamic height is computed by dividing the NAVD 88
 CG0344.geopotential number by the normal gravity value computed on the
 CG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0344.degrees latitude (g = 980.6199 gals.).
 CG0344
 CG0344.The modeled gravity was interpolated from observed gravity values.
 CG0344
 CG0344;                    North         East    Units  Estimated Accuracy
 CG0344;SPC AZ C     -   108,840.      346,810.      MT  (+/- 180 meters Scaled)
 CG0344
 CG0344                          SUPERSEDED SURVEY CONTROL
 CG0344
 CG0344  NGVD 29 (??/??/92) 1185.608  (m)         3889.78   (f) ADJ UNCH    1 2
 CG0344
 CG0344.Superseded values are not recommended for survey control.
 CG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0344.See file dsdata.txt to determine how the superseded data were derived.
 CG0344
 CG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA467376(NAD 83)
 CG0344_MARKER: DR = REFERENCE MARK DISK
 CG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0344_STAMPING: MILEPOST NO 2 1961
 CG0344_PROJECTION: PROJECTING 8 CENTIMETERS
 CG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0344+STABILITY: SURFACE MOTION
 CG0344
 CG0344  HISTORY     - Date     Condition        Report By
 CG0344  HISTORY     - 1961     MONUMENTED       CGS
 CG0344  HISTORY     - 1962     GOOD             NGS
 CG0344  HISTORY     - 1963     GOOD             NGS
 CG0344  HISTORY     - 1976     GOOD             USGS
 CG0344  HISTORY     - 1979     GOOD             NGS
 CG0344
 CG0344                          STATION DESCRIPTION
 CG0344
 CG0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0344'12.2 MI W FROM BENSON.
 CG0344'12.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0344'AT MILEPOST 279, 57 FEET NORTH OF THE CENTER OF A PIPELINE ROAD, 54
 CG0344'1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE, A STANDARD REFERENCE MARK
 CG0344'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3
 CG0344'INCHES.
 CG0344
 CG0344                          STATION RECOVERY (1963)
 CG0344
 CG0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CG0344'RECOVERED IN GOOD CONDITION.
 CG0344
 CG0344                          STATION RECOVERY (1976)
 CG0344
 CG0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0344'13 MI W. ALONG US HWY. 80 (I-HWY. 10) FROM POST OFFICE IN BENSON TO
 CG0344'AMOLE OVERPASS, THENCE 0.45 MI E. ALONG EASTBOUND TRAFFIC LANE; 57 FT
 CG0344'N. OF CENTER OF PIPE LINE RD; 54.5 FT S. OF E.-W. FENCE LINE; SET IN
 CG0344'TOP OF 12-INCH CONCRETE CYLINDER PROJECTING 3 INCHES, NGS RM DISK
 CG0344'STAMPED "MILE- POST RM 2 1961"
 CG0344
 CG0344                          STATION RECOVERY (1979)
 CG0344
 CG0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0344'12.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0344'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 293, 158 FEET SOUTH
 CG0344'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 57 FEET NORTH OF
 CG0344'THE CENTERLINE OF A TRACK ROAD AND 50 FEET SOUTH OF THE STATION MARK.
 CG0344'THE MARK IS 51 FT  S FROM A WITNESS POST.
 CG0344'THE MARK IS 4 FT ABOVE FREEWAY LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2041 ***********************************************************************
 DU2041  DESIGNATION -  MILES
 DU2041  PID         -  DU2041
 DU2041  STATE/COUNTY-  AZ/PINAL
 DU2041  USGS QUAD   -  HAUNTED CANYON (1948)
 DU2041
 DU2041                         *CURRENT SURVEY CONTROL
 DU2041  ___________________________________________________________________
 DU2041* NAD 83(1992)-  33 25 11.25338(N)    111 03 30.57508(W)     ADJUSTED  
 DU2041* NAVD 88     -      1463.6    (meters)    4802.     (feet)  VERTCON   
 DU2041  ___________________________________________________________________
 DU2041  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DU2041  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DU2041  HORZ ORDER  -  FIRST
 DU2041
 DU2041.The horizontal coordinates were established by classical geodetic methods
 DU2041.and adjusted by the National Geodetic Survey in August 1993.
 DU2041
 DU2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2041
 DU2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2041
 DU2041.The geoid height was determined by GEOID03.
 DU2041
 DU2041;                    North         East     Units Scale Factor Converg.
 DU2041;SPC AZ C     -   268,634.537   293,170.339   MT  0.99997851   +0 28 21.6
 DU2041;SPC AZ C     -   881,346.91    961,844.94   iFT  0.99997851   +0 28 21.6
 DU2041;UTM  12      - 3,697,828.292   494,561.843   MT  0.99960036   -0 01 56.0
 DU2041
 DU2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2041!SPC AZ C     -   0.99977466  x   0.99997851  =   0.99975318
 DU2041!UTM  12      -   0.99977466  x   0.99960036  =   0.99937511
 DU2041
 DU2041:                Primary Azimuth Mark                     Grid Az
 DU2041:SPC AZ C     -  MILES AZ MK                              004 20 52.5
 DU2041:UTM  12      -  MILES AZ MK                              004 51 10.1
 DU2041
 DU2041|---------------------------------------------------------------------|
 DU2041| PID    Reference Object                     Distance      Geod. Az  |
 DU2041|                                                           dddmmss.s |
 DU2041| CH5942 MILES AZ MK                                        0044914.1 |
 DU2041| CH5943 MILES RM 1                           10.756 METERS 07521     |
 DU2041| CH5944 MILES RM 2                            8.715 METERS 15934     |
 DU2041|---------------------------------------------------------------------|
 DU2041
 DU2041                          SUPERSEDED SURVEY CONTROL
 DU2041
 DU2041  NAD 83(1986)-  33 25 11.24857(N)    111 03 30.57612(W) AD(       ) 1
 DU2041  NAD 27      -  33 25 11.05900(N)    111 03 28.15000(W) AD(       ) 1
 DU2041  NGVD 29 (07/19/86) 1462.9    (m)         4800.     (f) VERT ANG    3  
 DU2041
 DU2041.Superseded values are not recommended for survey control.
 DU2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2041.See file dsdata.txt to determine how the superseded data were derived.
 DU2041
 DU2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9456297828(NAD 83)
 DU2041_MARKER: DS = TRIANGULATION STATION DISK
 DU2041_SETTING: 66 = SET IN ROCK OUTCROP
 DU2041
 DU2041  HISTORY     - Date     Condition        Report By
 DU2041  HISTORY     - 1946     MONUMENTED       CGS
 DU2041  HISTORY     - 1967     GOOD             AMS
 DU2041
 DU2041                          STATION DESCRIPTION
 DU2041
 DU2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2041'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF
 DU2041'MIAMI, ABOUT 9 MILES NORTH-NORTHEAST OF SUPERIOR, ON A HILL
 DU2041'BETWEEN THE WEST FORK OF PINTO CREEK AND HAUNTED CANYON, IT
 DU2041'IS ON THE HIGHEST POINT OF A HILL WITH HIGHER HILLS TO THE
 DU2041'WEST AND SOUTHWEST, 8 PACES SOUTH OF THE NORTH BRIM, 3 FEET
 DU2041'EAST OF THE WEST BRIM, SET IN OUTCROPPING BEDROCK WHICH
 DU2041'PROJECTS 3 INCHES AND IS STAMPED MILES 1946.
 DU2041'
 DU2041'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DU2041'STATION, 7 PACES SOUTH OF THE NORTH BRIM, SET IN OUTCROPPING
 DU2041'BEDROCK WHICH PROJECTS 4 INCHES AND IS STAMPED MILES NO 1
 DU2041'1946.
 DU2041'
 DU2041'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DU2041'STATION, 8 PACES SOUTHEAST OF THE NORTHWEST BRIM, SET IN
 DU2041'OUTCROPPING BEDROCK FLUSH WITH THE GROUND SURFACE AND IS
 DU2041'STAMPED MILES NO 2 1946.
 DU2041'
 DU2041'THE AZIMUTH MARK IS 1.1 MILE BY ROAD NORTH FROM THE END OF
 DU2041'TRUCK TRAVEL, AT A SHARP CURVE IN ROAD TO THE RIGHT, APPROXIMATELY
 DU2041'30 FEET NORTHEAST OF AND APPROXIMATELY 15 FEET HIGHER THAN
 DU2041'THE CENTER LINE OF ROAD, SET IN OUTCROPPING BEDROCK FLUSH
 DU2041'WITH THE GROUND SURFACE AND IS STAMPED MILES 1946.
 DU2041'
 DU2041'TO REACH FROM MIAMI, GO WEST ON U.S. HIGHWAY 60 AND 70 FOR
 DU2041'5.0 MILES TO THE JUNCTION WITH CASTLE DOME ROAD.  TURN RIGHT
 DU2041'(N) FOR 2.4 MILES TO A SIDE ROAD LEFT (PINTO CREEK ROAD).
 DU2041'TURN LEFT DOWN HILL FOR 2.2 MILES TO A FORK AND SIGN MILES
 DU2041'RANCH AND PINTO CREEK ROAD, TAKE THE RIGHT FORK DOWN HILL
 DU2041'FOR 3.9 MILES TO A FORK.  TAKE LEFT FORK ON MILES RANCH ROAD,
 DU2041'CROSS PINTO CREEK AND FOLLOW MAIN GRADED ROAD FOR 2.95 MILES
 DU2041'TO THE SECOND CATTLE GUARD.  CONTINUE 0.35 MILE TO END OF
 DU2041'TRUCK TRAVEL AT A TRIANGULAR BLAZED OAK TREE ON LEFT.  THIS
 DU2041'POINT IS 0.1 MILE BEFORE REACHING SUMMIT.  FROM HERE WALK
 DU2041'WEST ABOUT 100 YARDS TO A WASH, THEN RIGHT UP WASH TO
 DU2041'BASE OF RIDGE, THEN RIGHT UP RIDGE TO HIGHEST POINT AND
 DU2041'STATION AS DESCRIBED ABOVE.  A 45 MINUTE PACK.
 DU2041
 DU2041                          STATION RECOVERY (1967)
 DU2041
 DU2041'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RAC)
 DU2041'MARK, R.M.S AND AZIMUTH RECOVERED AND DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0985 ***********************************************************************
 FR0985  DESIGNATION -  MILK
 FR0985  PID         -  FR0985
 FR0985  STATE/COUNTY-  AZ/MOHAVE
 FR0985  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0985
 FR0985                         *CURRENT SURVEY CONTROL
 FR0985  ___________________________________________________________________
 FR0985* NAD 83(1992)-  35 37 05.66053(N)    113 37 07.35203(W)     ADJUSTED  
 FR0985* NAVD 88     -      1575.     (meters)    5167.     (feet)  SCALED    
 FR0985  ___________________________________________________________________
 FR0985  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 FR0985  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0985  HORZ ORDER  -  THIRD
 FR0985
 FR0985.The horizontal coordinates were established by classical geodetic methods
 FR0985.and adjusted by the National Geodetic Survey in August 1993.
 FR0985
 FR0985.The orthometric height was scaled from a topographic map.
 FR0985
 FR0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0985
 FR0985.The geoid height was determined by GEOID03.
 FR0985
 FR0985;                    North         East     Units Scale Factor Converg.
 FR0985;SPC AZ W     -   512,183.669   225,253.690   MT  0.99993508   +0 04 35.3
 FR0985;SPC AZ W     - 1,680,392.61    739,021.29   iFT  0.99993508   +0 04 35.3
 FR0985;UTM  12      - 3,944,764.785   262,822.936   MT  1.00029325   -1 31 32.9
 FR0985
 FR0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0985!SPC AZ W     -   0.99975699  x   0.99993508  =   0.99969208
 FR0985!UTM  12      -   0.99975699  x   1.00029325  =   1.00005017
 FR0985
 FR0985:                Primary Azimuth Mark                     Grid Az
 FR0985:SPC AZ W     -  C 96                                     132 25 55.9
 FR0985:UTM  12      -  C 96                                     134 02 04.1
 FR0985
 FR0985|---------------------------------------------------------------------|
 FR0985| PID    Reference Object                     Distance      Geod. Az  |
 FR0985|                                                           dddmmss.s |
 FR0985| FR0649 C 96                                               1323031.2 |
 FR0985| CH3672 MILK RM 2                             7.813 METERS 20314     |
 FR0985| CH3671 MILK RM 1                             6.065 METERS 34114     |
 FR0985|---------------------------------------------------------------------|
 FR0985
 FR0985                          SUPERSEDED SURVEY CONTROL
 FR0985
 FR0985  NAD 83(1986)-  35 37 05.65435(N)    113 37 07.35228(W) AD(       ) 3
 FR0985  NAD 27      -  35 37 05.68800(N)    113 37 04.56900(W) AD(       ) 3
 FR0985
 FR0985.Superseded values are not recommended for survey control.
 FR0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0985.See file dsdata.txt to determine how the superseded data were derived.
 FR0985
 FR0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE6282344765(NAD 83)
 FR0985_MARKER: DS = TRIANGULATION STATION DISK
 FR0985_SETTING: 66 = SET IN ROCK OUTCROP
 FR0985
 FR0985  HISTORY     - Date     Condition        Report By
 FR0985  HISTORY     - 1936     MONUMENTED       CGS
 FR0985  HISTORY     - 1955     GOOD             CGS
 FR0985  HISTORY     - 1958     GOOD             CGS
 FR0985
 FR0985                          STATION DESCRIPTION
 FR0985
 FR0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0985'ON THE HUALPAI INDIAN RESERVATION, ABOUT 12 MILES NORTHWEST
 FR0985'OF THE SMALL SETTLEMENT OF PEACH SPRINGS ON U.S. HIGHWAY
 FR0985'66, ABOUT 10-1/2 MILES SOUTH OF THE COLORADO RIVER, ABOUT 1/4
 FR0985'MILE NORTH OF THE GRADED ROAD LEADING NORTHWEST THROUGH THE
 FR0985'RESERVATION, ON THE SUMMIT OF A PROMINENT, LOW KNOLL, AT THE
 FR0985'NORTHEAST EDGE OF THE HIGHEST LEVEL OF THE SUMMIT, IN TOP
 FR0985'OF A LARGE, FLAT LEDGE, FLUSH WITH THE GROUND.  SURFACE MARK
 FR0985'SET INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0985'
 FR0985'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, AT NORTHEAST
 FR0985'EDGE OF THE HIGHEST LEVEL OF THE SUMMIT IN FLAT LEDGE.  REFERENCE
 FR0985'MARK NO. 2, IS SOUTH OF THE STATION, IN DRILL HOLE IN ROCK OUTCROP
 FR0985'PROJECTING ABOUT 1 FOOT.  THE AZIMUTH MARK IS APPROXIMATELY
 FR0985'1.0 MILE EAST BY SOUTH OF THE STATION, 0.1 MILE EAST ALONG
 FR0985'ROAD LEADING PAST FOOT OF STATION FROM A LARGE STONE CULVERT,
 FR0985'50 FEET NORTH OF A SMALL PINON TREE, 25 FEET NORTH OF THE
 FR0985'CENTER OF THE ROAD.  IT IS A STANDARD BENCH MARK DISK, STAMPED
 FR0985'C-96 1935, SET IN THE TOP OF A CONCRETE POST.
 FR0985'
 FR0985'TO REACH THE STATION FROM THE POST OFFICE AT PEACH SPRINGS, GO
 FR0985'WESTERLY ON U.S. HIGHWAY 66 FOR 1.9 MILES AND BEAR RIGHT ON
 FR0985'GRAVEL ROAD THROUGH CATTLE GUARD, THENCE 0.7 MILE AND TAKE
 FR0985'RIGHT FORK OF Y, THENCE 11.2 MILES, OR 4.6 MILES AFTER PASSING
 FR0985'CATTLE-GUARD, AND TURN RIGHT OFF ROAD TOWARDS A PROMINENT,
 FR0985'ROCKY KNOLL TO THE NORTH, THENCE NORTHERLY ACROSS COUNTRY
 FR0985'FOR ABOUT 0.15 MILE TO BASE OF THE KNOLL AND END OF TRUCK
 FR0985'TRAVEL.  GO NORTHWEST UP THE KNOLL TO THE STATION ON THE
 FR0985'SUMMIT, ABOUT A 5-MINUTE PACK.
 FR0985'
 FR0985'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0985
 FR0985                          STATION RECOVERY (1955)
 FR0985
 FR0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0985'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FR0985'AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 FR0985
 FR0985                          STATION RECOVERY (1958)
 FR0985
 FR0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 FR0985'STATION AND R.M.S 1 AND 2 RECOVERED AS DESCRIBED IN GOOD
 FR0985'CONDITION.  AZIMUTH MARK (BM-C 96 1935) WAS NOT RECOVERED,
 FR0985'BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1898 ***********************************************************************
 DV1898  DESIGNATION -  MILL
 DV1898  PID         -  DV1898
 DV1898  STATE/COUNTY-  AZ/MARICOPA
 DV1898  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1898
 DV1898                         *CURRENT SURVEY CONTROL
 DV1898  ___________________________________________________________________
 DV1898* NAD 83(1992)-  33 33 47.61893(N)    113 16 59.65870(W)     ADJUSTED  
 DV1898* NAVD 88     -       410.8    (meters)    1348.     (feet)  VERTCON   
 DV1898  ___________________________________________________________________
 DV1898  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DV1898  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DV1898  HORZ ORDER  -  SECOND
 DV1898
 DV1898.The horizontal coordinates were established by classical geodetic methods
 DV1898.and adjusted by the National Geodetic Survey in August 1993.
 DV1898
 DV1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1898
 DV1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1898
 DV1898.The geoid height was determined by GEOID03.
 DV1898
 DV1898;                    North         East     Units Scale Factor Converg.
 DV1898;SPC AZ C     -   285,049.230    86,475.037   MT  1.00009843   -0 45 20.2
 DV1898;SPC AZ C     -   935,200.89    283,710.75   iFT  1.00009843   -0 45 20.2
 DV1898;SPC AZ W     -   284,319.635   256,698.403   MT  0.99995648   +0 15 29.0
 DV1898;SPC AZ W     -   932,807.20    842,186.36   iFT  0.99995648   +0 15 29.0
 DV1898;UTM  12      - 3,716,064.713   288,052.867   MT  1.00015384   -1 15 46.0
 DV1898
 DV1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1898!SPC AZ C     -   0.99994039  x   1.00009843  =   1.00003882
 DV1898!SPC AZ W     -   0.99994039  x   0.99995648  =   0.99989688
 DV1898!UTM  12      -   0.99994039  x   1.00015384  =   1.00009422
 DV1898
 DV1898|---------------------------------------------------------------------|
 DV1898| PID    Reference Object                     Distance      Geod. Az  |
 DV1898|                                                           dddmmss.s |
 DV1898| CH3673 MILL RM 1                            22.914 METERS 10731     |
 DV1898| DV1027 MILL AZ MK                                         1942513.1 |
 DV1898| CH3674 MILL RM 2                            23.278 METERS 21745     |
 DV1898|---------------------------------------------------------------------|
 DV1898
 DV1898                          SUPERSEDED SURVEY CONTROL
 DV1898
 DV1898  NAD 83(1986)-  33 33 47.61077(N)    113 16 59.66620(W) AD(       ) 2
 DV1898  NAD 27      -  33 33 47.48210(N)    113 16 56.97140(W) AD(       ) 2
 DV1898  NGVD 29 (07/19/86)  410.2    (m)         1346.     (f) VERT ANG    3  
 DV1898
 DV1898.Superseded values are not recommended for survey control.
 DV1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1898.See file dsdata.txt to determine how the superseded data were derived.
 DV1898
 DV1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8805316065(NAD 83)
 DV1898_MARKER: DE = TRAVERSE STATION DISK
 DV1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1898
 DV1898  HISTORY     - Date     Condition        Report By
 DV1898  HISTORY     - 1962     MONUMENTED       CGS
 DV1898
 DV1898                          STATION DESCRIPTION
 DV1898
 DV1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1898'STATION IS LOCATED ABOUT 28 MILES SOUTH-SOUTHWEST OF AGUILA,
 DV1898'ABOUT 25 MILES SOUTHEAST OF SALOME, ABOUT 3 MILES EAST OF
 DV1898'THE YUMA-MARICOPA COUNTY LINE AND ABOUT 2 MILES SOUTH OF
 DV1898'SALOME-HASSAYAMPA ROAD.
 DV1898'
 DV1898'TO REACH FROM THE POST OFFICE IN SALOME, GO SOUTHEAST ON
 DV1898'BLACKTOP AND THENCE GRAVELED ROAD FOR 20.0 MILES TO YUMA-MARICOPA
 DV1898'COUNTY LINE SIGN ON RIGHT, CONTINUE SOUTHEAST ON GRAVELED ROAD
 DV1898'FOR 2.25 MILES TO CROSSROAD AND SIGN ON LEFT AGUILA 24 MILES,
 DV1898'TURN RIGHT AND GO SOUTH ON NARROW BLADED ROAD FOR 3.9 MILES
 DV1898'TO CROSSROAD AND GLO MARK ON LEFT, TURN LEFT AND FOLLOW
 DV1898'TRACK ROAD EAST FOR 0.95 MILE TO A DIM TRACK ROAD LEFT,
 DV1898'CONTINUE EAST FOR ABOUT 100 FEET TO ANOTHER TRACK ROAD LEFT,
 DV1898'TURN LEFT AND GO NORTHERLY FOLLOWING TRACK ROAD FOR 0.4 MILE,
 DV1898'(TO REACH THE AZIMUTH MARK FROM HERE, TURN LEFT AND GO
 DV1898'WEST FOR 0.1 MILE TO A CONCRETE BLOCK FOUNDATION AND
 DV1898'AZIMUTH MARK AS DESCRIBED), CONTINUE NORTHERLY ON TRACK
 DV1898'ROAD FOR 0.4 MILE TO STATION AS DESCRIBED.
 DV1898'
 DV1898'STATION MARK, A STANDARD TRAVERSE DISK STAMPED MILL 1962,
 DV1898'IS SET IN A CONCRETE CYLINDER WHICH PROJECTS ABOUT 5 INCHES
 DV1898'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 3.8 FEET NORTHEAST
 DV1898'OF THE WITNESS POST.
 DV1898'
 DV1898'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED MILL NO
 DV1898'1 1962, IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV1898'ABOUT 7 INCHES ABOVE THE GROUND.  THE MARK IS 77.8 FEET EAST
 DV1898'OF THE WITNESS POST.
 DV1898'
 DV1898'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED MILL
 DV1898'NO 2 1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV1898'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS 73
 DV1898'FEET SOUTH OF THE WITNESS POST.
 DV1898'
 DV1898'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED MILL 1962, IS
 DV1898'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV1898'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 123 FEET
 DV1898'NORTH-NORTHWEST OF TREE, 116 FEET NORTH-NORTHWEST OF THE
 DV1898'NORTHWEST CORNER OF CONCRETE BLOCK FOUNDATION, 14 FEET NORTH
 DV1898'OF THE FENCE LINE AND 3 FEET EAST OF THE WITNESS POST.
 DV1898'
 DV1898'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1187 ***********************************************************************
 CY1187  DESIGNATION -  MILL
 CY1187  PID         -  CY1187
 CY1187  STATE/COUNTY-  AZ/COCHISE
 CY1187  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY1187
 CY1187                         *CURRENT SURVEY CONTROL
 CY1187  ___________________________________________________________________
 CY1187* NAD 83(1992)-  32 13 12.31314(N)    109 45 34.80767(W)     ADJUSTED  
 CY1187* NAVD 88     -      1298.6    (meters)    4260.     (feet)  VERTCON   
 CY1187  ___________________________________________________________________
 CY1187  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 CY1187  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY1187  HORZ ORDER  -  FIRST
 CY1187
 CY1187.The horizontal coordinates were established by classical geodetic methods
 CY1187.and adjusted by the National Geodetic Survey in August 1993.
 CY1187
 CY1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1187
 CY1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1187
 CY1187.The geoid height was determined by GEOID03.
 CY1187
 CY1187;                    North         East     Units Scale Factor Converg.
 CY1187;SPC AZ E     -   135,342.398   251,722.662   MT  0.99991814   +0 13 01.2
 CY1187;SPC AZ E     -   444,036.74    825,861.75   iFT  0.99991814   +0 13 01.2
 CY1187;UTM  12      - 3,565,505.676   616,879.167   MT  0.99976846   +0 39 41.0
 CY1187
 CY1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1187!SPC AZ E     -   0.99980038  x   0.99991814  =   0.99971854
 CY1187!UTM  12      -   0.99980038  x   0.99976846  =   0.99956889
 CY1187
 CY1187|---------------------------------------------------------------------|
 CY1187| PID    Reference Object                     Distance      Geod. Az  |
 CY1187|                                                           dddmmss.s |
 CY1187| CC6947 MILL RM 1                            17.555 METERS 07222     |
 CY1187| CC6948 MILL RM 2                            17.635 METERS 16650     |
 CY1187| CC6946 MILL AZ MK                                         2575239.3 |
 CY1187| CY1200 WILLCOX RAILROAD WATER TANK         APPROX. 7.5 KM 2974739.1 |
 CY1187| CY1201 WILLCOX STANDPIPE                   APPROX. 7.7 KM 3002211.6 |
 CY1187|---------------------------------------------------------------------|
 CY1187
 CY1187                          SUPERSEDED SURVEY CONTROL
 CY1187
 CY1187  NAD 83(1986)-  32 13 12.30724(N)    109 45 34.80360(W) AD(       ) 1
 CY1187  NAD 27      -  32 13 12.03600(N)    109 45 32.56400(W) AD(       ) 1
 CY1187  NGVD 29 (07/19/86) 1297.8    (m)         4258.     (f) VERT ANG    3  
 CY1187
 CY1187.Superseded values are not recommended for survey control.
 CY1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1187.See file dsdata.txt to determine how the superseded data were derived.
 CY1187
 CY1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1687965506(NAD 83)
 CY1187_MARKER: DS = TRIANGULATION STATION DISK
 CY1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1187
 CY1187  HISTORY     - Date     Condition        Report By
 CY1187  HISTORY     - 1945     MONUMENTED       CGS
 CY1187  HISTORY     - 1958     GOOD             CGS
 CY1187  HISTORY     - 1960     GOOD             CGS
 CY1187  HISTORY     - 1972     GOOD             AZHD
 CY1187
 CY1187                          STATION DESCRIPTION
 CY1187
 CY1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1187'STATION IS LOCATED ABOUT 4-1/2 MILES (AIR LINE) ESE OF WILLCOX
 CY1187'AND 9 MILES WNW OF DOS CABEZOS ON THE HIGHEST POINT OF A
 CY1187'LOW RIDGE ABOUT 1/2 MILE NE OF THE WILLCOX-DOS CABEZOS ROAD.
 CY1187'
 CY1187'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO
 CY1187'SE ON THE MAIN ROAD, CROSSING THE RAILROAD TRACKS, FOR 4.3
 CY1187'MILES TO THE AZIMUTH MARK ON THE RIGHT (S).  CONTINUE FOR 0.85
 CY1187'MILE TO A WIRE GATE ON THE LEFT (N).  TURN THROUGH THE GATE
 CY1187'AND THEN TURN LEFT AGAIN FOLLOWING THE FENCE LINE FOR 0.3
 CY1187'MILE TO A SMALL DRY POND.  THEN BEAR RIGHT CROSS COUNTRY FOR 0.6
 CY1187'MILE TO TOP OF SMALL KNOLL AND STATION.
 CY1187'
 CY1187'STATION IS LOCATED 17-1/2 FEET WNW OF A 4 INCH SQUARE WHITE
 CY1187'WITNESS POST.  IT IS MARKED BY A BRONZE STATION DISK STAMPED
 CY1187'MILL 1945 AND IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY1187'PROJECTS 7 INCHES ABOVE THE GROUND.  UNDERGROUND MARK IS
 CY1187'A BRONZE STATION DISK SET IN CONCRETE 24 INCHES BELOW THE
 CY1187'SURFACE OF THE GROUND.
 CY1187'
 CY1187'REFERENCE MARK 1 IS ENE OF THE STATION AND ABOUT 1 FOOT LOWER.
 CY1187'IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A SQUARE
 CY1187'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 CY1187'OF GROUND AND IS STAMPED MILL NO 1 1945.
 CY1187'
 CY1187'REFERENCE MARK 2 IS S OF THE STATION AND ABOUT 3-1/2 FEET
 CY1187'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CY1187'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 CY1187'OF THE GROUND AND IS STAMPED MILL NO 2 1945.
 CY1187'
 CY1187'AZIMUTH MARK IS 3/4 MILE WSW OF THE STATION, 58 FEET W OF
 CY1187'THE CENTER OF THE GRADED ROAD, 10 FEET SW OF A 4 INCH SQUARE
 CY1187'WHITE WITNESS POST FASTENED TO THE SW RIGHT-OF-WAY FENCE,
 CY1187'AND 9-3/4 FEET W OF THE FENCE.  IT IS A STANDARD U.S. GEOLOGICAL
 CY1187'SURVEY BENCH-MARK DISK STAMPED 4180 WA 43 1940 AND IS SET
 CY1187'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES
 CY1187'ABOVE THE GROUND.
 CY1187
 CY1187                          STATION RECOVERY (1958)
 CY1187
 CY1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CY1187'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 CY1187'CONDITION.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR
 CY1187'THE FOLLOWING--
 CY1187'
 CY1187'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO
 CY1187'SOUTHEAST ON THE MAIN ROAD, CROSSING THE RAILROAD TRACKS,
 CY1187'FOR 4.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, (S).  CONTINUE
 CY1187'FOR 1.0 MILES TO A WIRE GATE ON THE LEFT, TURN LEFT AND
 CY1187'FOLLOW FENCE ABOUT 0.2 MILE EASTERLY TO GATE AND FENCE ON
 CY1187'LEFT, TURN LEFT AND GO ABOUT 0.8 MILE CROSS COUNTRY TO TOP
 CY1187'OF SMALL KNOLL AND STATION.
 CY1187
 CY1187                          STATION RECOVERY (1960)
 CY1187
 CY1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1187'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CY1187'IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 CY1187'FOLLOWS.
 CY1187'
 CY1187'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 86 AND 186
 CY1187'IN WILLCOX BY GOING SOUTHEASTERLY ON HIGHWAY 186 FOR 4.2
 CY1187'MILES TO A WIRE GATE ON THE LEFT (TO REACH THE AZIMUTH MARK
 CY1187'FROM THIS POINT CONTINUE ON HIGHWAY 186 FOR 0.1 MILE TO
 CY1187'THE MARK ON THE RIGHT), TURN LEFT THROUGH GATE AND FOLLOW
 CY1187'DRY CREEK BED FOR 0.5 MILE, AT THIS POINT TURN LEFT LEAVING
 CY1187'CREEK BED AND PICK WAY ACROSS COUNTRY FOR 0.6 MILE TO HIGHEST
 CY1187'POINT AND STATION.
 CY1187
 CY1187                          STATION RECOVERY (1972)
 CY1187
 CY1187'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1187'A.  GENERAL LOCATION SAME AS GIVEN
 CY1187'
 CY1187'B.  TO REACH STATION FROM INTERSECTION OF HWY 186 AND 86 GO
 CY1187'4.8 MILE SE TO CATTLE GUARD ON THE LEFT.  CROSS CATTLE GUARD
 CY1187'AND GO 0.4 MILE TO PAVED ROAD.  TURN RIGHT AND FOLLOW PAVEMENT
 CY1187'FOR 0.1 MILE PAST CORRAL.  STATION IS 1/2 MILE TO THE NE
 CY1187'ON TOP OF KNOLL.
 CY1187'
 CY1187'D.  REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2253 ***********************************************************************
 CZ2253  DESIGNATION -  MILL
 CZ2253  PID         -  CZ2253
 CZ2253  STATE/COUNTY-  AZ/PINAL
 CZ2253  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2253
 CZ2253                         *CURRENT SURVEY CONTROL
 CZ2253  ___________________________________________________________________
 CZ2253* NAD 83(1992)-  32 43 08.93758(N)    111 51 39.04580(W)     ADJUSTED  
 CZ2253* NAVD 88     -       430.60   (+/-2cm)    1412.7    (feet)  VERTCON   
 CZ2253  ___________________________________________________________________
 CZ2253  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CZ2253  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2253  HORZ ORDER  -  FIRST
 CZ2253  VERT ORDER  -  THIRD ? (See Below)
 CZ2253
 CZ2253.The horizontal coordinates were established by classical geodetic methods
 CZ2253.and adjusted by the National Geodetic Survey in August 1993.
 CZ2253
 CZ2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2253.The vertical order pertains to the NGVD 29 superseded value.
 CZ2253
 CZ2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2253
 CZ2253.The geoid height was determined by GEOID03.
 CZ2253
 CZ2253;                    North         East     Units Scale Factor Converg.
 CZ2253;SPC AZ C     -   190,609.144   218,592.557   MT  0.99990034   +0 01 48.6
 CZ2253;SPC AZ C     -   625,358.08    717,167.18   iFT  0.99990034   +0 01 48.6
 CZ2253;UTM  12      - 3,620,480.099   419,328.266   MT  0.99968025   -0 27 55.2
 CZ2253
 CZ2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2253!SPC AZ C     -   0.99993717  x   0.99990034  =   0.99983751
 CZ2253!UTM  12      -   0.99993717  x   0.99968025  =   0.99961744
 CZ2253
 CZ2253|---------------------------------------------------------------------|
 CZ2253| PID    Reference Object                     Distance      Geod. Az  |
 CZ2253|                                                           dddmmss.s |
 CZ2253| CH6220 X 55 RM E                             8.835 METERS 08903     |
 CZ2253| CH6221 X 55 RM S                             8.831 METERS 17905     |
 CZ2253| CZ2263 JACK                                APPROX. 6.4 KM 2051717.9 |
 CZ2253|---------------------------------------------------------------------|
 CZ2253
 CZ2253                          SUPERSEDED SURVEY CONTROL
 CZ2253
 CZ2253  NAD 83(1986)-  32 43 08.93101(N)    111 51 39.04577(W) AD(       ) 1
 CZ2253  NAD 27      -  32 43 08.72376(N)    111 51 36.58102(W) AD(       ) 1
 CZ2253  NGVD 29 (07/19/86)  430.00   (m)         1410.8    (f) LEVELING    3  
 CZ2253
 CZ2253.Superseded values are not recommended for survey control.
 CZ2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2253.See file dsdata.txt to determine how the superseded data were derived.
 CZ2253
 CZ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1932820480(NAD 83)
 CZ2253_MARKER: DD = SURVEY DISK
 CZ2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2253_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2253
 CZ2253  HISTORY     - Date     Condition        Report By
 CZ2253  HISTORY     - 1966     MONUMENTED       DMA
 CZ2253
 CZ2253                          STATION DESCRIPTION
 CZ2253
 CZ2253'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2253'T-8-S.  R-5-E.  IN SECTION 21 ABOUT 760 FEET NORTH OF 1/4 CORNER.
 CZ2253'
 CZ2253'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2253'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2253'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2253'STAMPED--X 55 1966 ARMY MAP SERVICE.
 CZ2253'
 CZ2253'THE MARK IS LOCATED 65 FEET SOUTHEAST OF LARGE BUSH.  80 FEET
 CZ2253'NORTHEAST OF SMALL LOCUST TREE.  57 FEET WSW OF GROUP OF BUSHES AND
 CZ2253'250 FEET NORTHEAST OF NW-SE DRAIN.
 CZ2253'
 CZ2253'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2253'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2253'ON THE CHUICHU ROAD FOR 6.8 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2253'GO WESTERLY FOR 1.5 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO
 CZ2253'NORTHWEST FOR 1.6 MILES.  TURN RIGHT AND GO NORTH FOR 0.9 MILE
 CZ2253'FOLLOWING DIM TRAIL TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2066 ***********************************************************************
 DU2066  DESIGNATION -  MILL
 DU2066  PID         -  DU2066
 DU2066  STATE/COUNTY-  AZ/PINAL
 DU2066  USGS QUAD   -  FLORENCE SE (1965)
 DU2066
 DU2066                         *CURRENT SURVEY CONTROL
 DU2066  ___________________________________________________________________
 DU2066* NAD 83(1992)-  33 05 47.40272(N)    111 22 24.03642(W)     ADJUSTED  
 DU2066* NAVD 88     -       507.5    (meters)    1665.     (feet)  VERTCON   
 DU2066  ___________________________________________________________________
 DU2066  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DU2066  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU2066  HORZ ORDER  -  SECOND
 DU2066
 DU2066.The horizontal coordinates were established by classical geodetic methods
 DU2066.and adjusted by the National Geodetic Survey in August 1993.
 DU2066
 DU2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2066
 DU2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2066
 DU2066.The geoid height was determined by GEOID03.
 DU2066
 DU2066;                    North         East     Units Scale Factor Converg.
 DU2066;SPC AZ C     -   232,584.225   264,075.192   MT  0.99993170   +0 17 48.1
 DU2066;SPC AZ C     -   763,071.60    866,388.43   iFT  0.99993170   +0 17 48.1
 DU2066;UTM  12      - 3,662,047.089   465,161.726   MT  0.99961496   -0 12 13.9
 DU2066
 DU2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2066!SPC AZ C     -   0.99992495  x   0.99993170  =   0.99985666
 DU2066!UTM  12      -   0.99992495  x   0.99961496  =   0.99953994
 DU2066
 DU2066|---------------------------------------------------------------------|
 DU2066| PID    Reference Object                     Distance      Geod. Az  |
 DU2066|                                                           dddmmss.s |
 DU2066| CH5945 MILL RM 1                            13.416 METERS 00248     |
 DU2066| CH5946 MILL RM 2                            13.128 METERS 18513     |
 DU2066| DU0546 POSTEN                              APPROX. 5.7 KM 2155735.2 |
 DU2066|---------------------------------------------------------------------|
 DU2066
 DU2066                          SUPERSEDED SURVEY CONTROL
 DU2066
 DU2066  NAD 83(1986)-  33 05 47.39552(N)    111 22 24.03757(W) AD(       ) 2
 DU2066  NAD 27      -  33 05 47.18242(N)    111 22 21.59936(W) AD(       ) 2
 DU2066  NGVD 29 (07/19/86)  506.9    (m)         1663.     (f) VERT ANG    3  
 DU2066
 DU2066.Superseded values are not recommended for survey control.
 DU2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2066.See file dsdata.txt to determine how the superseded data were derived.
 DU2066
 DU2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6516262047(NAD 83)
 DU2066_MARKER: DD = SURVEY DISK
 DU2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2066+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 DU2066
 DU2066  HISTORY     - Date     Condition        Report By
 DU2066  HISTORY     - 1975     MONUMENTED       AZDT
 DU2066  HISTORY     - 19950919 GOOD             USPSQD
 DU2066  HISTORY     - 20070324 GOOD             GEOCAC
 DU2066
 DU2066                          STATION DESCRIPTION
 DU2066
 DU2066'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2066'THE STATION IS LOCATED ABOUT 4.8 MILES NORTHEAST OF FLORENCE
 DU2066'ALONG THE WEST RIGHT-OF-WAY OF U.S. HWY. 80-89.
 DU2066'
 DU2066'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MILL P AND M GS
 DU2066'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2066'DISK IS 95 FEET WEST OF THE HIGHWAY CENTERLINE, 4.5 FEET EAST
 DU2066'OF THE WEST RIGHT-OF-WAY FENCE AND IS MARKED BY A WITNESS POST
 DU2066'AND SIGN 3 FEET TO THE WEST.  THE STATION IS LOCATED ON AN OLD
 DU2066'ROADBED.
 DU2066'
 DU2066'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DU2066'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2066'MARK IS 97 FEET WEST OF THE HIGHWAY CENTERLINE AND 3.5 FEET EAST
 DU2066'OF THE WEST RIGHT-OF-WAY FENCELINE.
 DU2066'
 DU2066'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2066'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 96 FEET
 DU2066'WEST OF THE HIGHWAY CENTERLINE AND 3.5 FEET EAST OF THE
 DU2066'RIGHT-OF-WAY FENCE.
 DU2066'
 DU2066'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO EAST
 DU2066'ON STATE ROUTE 287 FOR 0.40 MILES TO THE INTERSECTION OF
 DU2066'U.S. HWY. 80-89.  GO LEFT (NORTH) ON U.S. 80-89 FOR 4.8 MILES
 DU2066'TO MILE POST 138.9 AND TO THE STATION IN THE WEST RIGHT-OF-WAY.
 DU2066'
 DU2066'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2066
 DU2066                          STATION RECOVERY (1995)
 DU2066
 DU2066'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2066'RECOVERED IN GOOD CONDITION.
 DU2066
 DU2066                          STATION RECOVERY (2007)
 DU2066
 DU2066'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2066'RECOVERED AS DESCRIBED, EXCEPT THAT THE STAMPING IS MIL, NOT MILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1027 ***********************************************************************
 DV1027  DESIGNATION -  MILL AZ MK
 DV1027  PID         -  DV1027
 DV1027  STATE/COUNTY-  AZ/MARICOPA
 DV1027  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1027
 DV1027                         *CURRENT SURVEY CONTROL
 DV1027  ___________________________________________________________________
 DV1027* NAD 83(1986)-  33 33 23.     (N)    113 17 02.     (W)     SCALED    
 DV1027* NAVD 88     -       409.34   (+/-2cm)    1343.0    (feet)  VERTCON   
 DV1027  ___________________________________________________________________
 DV1027  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1027
 DV1027.The horizontal coordinates were scaled from a topographic map and have
 DV1027.an estimated accuracy of +/- 6 seconds.
 DV1027
 DV1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1027.The vertical order pertains to the NGVD 29 superseded value.
 DV1027
 DV1027.The geoid height was determined by GEOID03.
 DV1027
 DV1027;                    North         East    Units  Estimated Accuracy
 DV1027;SPC AZ C     -   284,290.       86,410.      MT  (+/- 180 meters Scaled)
 DV1027
 DV1027                          SUPERSEDED SURVEY CONTROL
 DV1027
 DV1027  NGVD 29 (??/??/92)  408.717  (m)         1340.93   (f) ADJ UNCH    2 0
 DV1027
 DV1027.Superseded values are not recommended for survey control.
 DV1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1027.See file dsdata.txt to determine how the superseded data were derived.
 DV1027
 DV1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC879153(NAD 83)
 DV1027_MARKER: DZ = AZIMUTH MARK DISK
 DV1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1027_STAMPING: MILL 1962
 DV1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1027+STABILITY: SURFACE MOTION
 DV1027
 DV1027  HISTORY     - Date     Condition        Report By
 DV1027  HISTORY     - 1962     MONUMENTED       CGS
 DV1027  HISTORY     - 19860919 MARK NOT FOUND   USGS
 DV1027
 DV1027                          STATION DESCRIPTION
 DV1027
 DV1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1027'26.8 MI SE FROM SALOME.
 DV1027'22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1027'AT SALOME TO THE JUNCTION OF A ROAD NORTH TO AGUILA, AND A NARROW
 DV1027'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1027'BLADED ROAD, THENCE 0.9 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH
 DV1027'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1027'THENCE ABOUT 0.10 MILE SOUTH ACROSS THE DESERT TO THE REMAINS OF AN
 DV1027'OLD RANCH HOUSE, 2.8 FEET EAST OF A METAL WITNESS POST, AND SET IN TOP
 DV1027'OF A CONCRETE POST PROJECTING 3 INCHES.
 DV1027
 DV1027                          STATION RECOVERY (1986)
 DV1027
 DV1027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JRM)
 DV1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0427 ***********************************************************************
 FR0427  DESIGNATION -  MILLER
 FR0427  PID         -  FR0427
 FR0427  STATE/COUNTY-  AZ/MOHAVE
 FR0427  USGS QUAD   -  BULL SPRING (1980)
 FR0427
 FR0427                         *CURRENT SURVEY CONTROL
 FR0427  ___________________________________________________________________
 FR0427* NAD 83(1992)-  35 11 19.21411(N)    113 24 25.64015(W)     ADJUSTED  
 FR0427* NAVD 88     -      1585.195  (meters)    5200.76   (feet)  POSTED    
 FR0427  ___________________________________________________________________
 FR0427  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 FR0427  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FR0427  DYNAMIC HT  -        1583.130 (meters)    5193.99  (feet)  COMP
 FR0427  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 FR0427
 FR0427  HORZ ORDER  -  SECOND
 FR0427  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0427
 FR0427.The horizontal coordinates were established by classical geodetic methods
 FR0427.and adjusted by the National Geodetic Survey in August 1993.
 FR0427
 FR0427.The orthometric height was determined by differential leveling
 FR0427.and adjusted by the  in 1992.
 FR0427.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0427.was located on a no-check spur therefore a value was not computed.
 FR0427.No vertical observational check was made to the station.
 FR0427
 FR0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0427
 FR0427.The geoid height was determined by GEOID03.
 FR0427
 FR0427.The dynamic height is computed by dividing the NAVD 88
 FR0427.geopotential number by the normal gravity value computed on the
 FR0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0427.degrees latitude (g = 980.6199 gals.).
 FR0427
 FR0427.The modeled gravity was interpolated from observed gravity values.
 FR0427
 FR0427;                    North         East     Units Scale Factor Converg.
 FR0427;SPC AZ W     -   464,573.002   244,586.646   MT  0.99994535   +0 11 51.3
 FR0427;SPC AZ W     - 1,524,189.64    802,449.63   iFT  0.99994535   +0 11 51.3
 FR0427;SPC AZ C     -   465,521.226    77,620.471   MT  1.00012701   -0 51 32.5
 FR0427;SPC AZ C     - 1,527,300.61    254,660.34   iFT  1.00012701   -0 51 32.5
 FR0427;UTM  12      - 3,896,620.263   280,829.652   MT  1.00019203   -1 23 15.7
 FR0427
 FR0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0427!SPC AZ W     -   0.99975544  x   0.99994535  =   0.99970081
 FR0427!SPC AZ C     -   0.99975544  x   1.00012701  =   0.99988242
 FR0427!UTM  12      -   0.99975544  x   1.00019203  =   0.99994743
 FR0427
 FR0427:                Primary Azimuth Mark                     Grid Az
 FR0427:SPC AZ W     -  MILLER AZ MK                             056 47 45.4
 FR0427:SPC AZ C     -  MILLER AZ MK                             057 51 09.2
 FR0427:UTM  12      -  MILLER AZ MK                             058 22 52.4
 FR0427
 FR0427|---------------------------------------------------------------------|
 FR0427| PID    Reference Object                     Distance      Geod. Az  |
 FR0427|                                                           dddmmss.s |
 FR0427| CH3678 MILLER AZ MK                                       0565936.7 |
 FR0427| FR0428 MILLER RM 1                          11.122 METERS 06504     |
 FR0427| FR0426 MILLER RM 2                          11.924 METERS 23355     |
 FR0427|---------------------------------------------------------------------|
 FR0427
 FR0427                          SUPERSEDED SURVEY CONTROL
 FR0427
 FR0427  NAD 83(1986)-  35 11 19.21432(N)    113 24 25.64339(W) AD(       ) 2
 FR0427  NAD 27      -  35 11 19.18590(N)    113 24 22.89500(W) AD(       ) 2
 FR0427  NGVD 29 (??/??/92) 1584.319  (m)         5197.89   (f) ADJ UNCH    2 0
 FR0427
 FR0427.Superseded values are not recommended for survey control.
 FR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0427.See file dsdata.txt to determine how the superseded data were derived.
 FR0427
 FR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8083096620(NAD 83)
 FR0427_MARKER: DE = TRAVERSE STATION DISK
 FR0427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0427_STAMPING: MILLER 1961
 FR0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0427
 FR0427  HISTORY     - Date     Condition        Report By
 FR0427  HISTORY     - 1962     MONUMENTED       CGS
 FR0427  HISTORY     - 1962     GOOD             NGS
 FR0427  HISTORY     - 1965     GOOD             CGS
 FR0427
 FR0427                          STATION DESCRIPTION
 FR0427
 FR0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0427'STATION IS LOCATED ABOUT 40 MILES EAST OF KINGMAN, ABOUT 30
 FR0427'MILES SOUTHWEST OF SELIGMAN AND ABOUT 1 MILE SOUTHWEST OF
 FR0427'MILLERS RANCH HOUSE.
 FR0427'
 FR0427'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0427'AND STATE ROUTE 93 IN THE NORTHEAST PART OF KINGMAN, GO
 FR0427'SOUTHEAST ON STATE HIGHWAY 93 FOR 21.8 MILES TO MILE POST 95,
 FR0427'CONTINUE SOUTHEAST ON STATE HIGHWAY 93 FOR 1.4 MILES TO FORK,
 FR0427'KEEP LEFT STRAIGHT AHEAD FOR 0.1 MILE TO CROSSROAD AND SIGN
 FR0427'HACKBERRY, TURN LEFT AND GO NORTH ON HACKBERRY ROAD FOR 4.85
 FR0427'MILES TO A SIDE ROAD RIGHT AND SIGN SILVER SPRINGS SUBDIVISION,
 FR0427'TURN RIGHT AND GO EASTERLY FOR 5.3 MILES TO A CATTLE GUARD,
 FR0427'CONTINUE EASTERLY ON BLADED ROAD FOR 7.1 MILES TO A GATE,
 FR0427'CONTINUE EAST FOR 0.2 MILE TO ANOTHER GATE, CONTINUE
 FR0427'EASTERLY FOR 2.3 MILES TO A FORK, KEEP RIGHT FOLLOWING MAIN
 FR0427'BLADED ROAD EASTERLY FOR 1.0 MILE TO GATE, CONTINUE
 FR0427'EASTERLY 0.8 MILE TO CATTLE GUARD JUST WEST OF MILLERS
 FR0427'RANCH HOUSE, (TO REACH AZIMUTH MARK FROM CATTLE GUARD, GO
 FR0427'WESTERLY ALONG SOUTH SIDE OF CORRALS FOR 0.05 MILE, TURN
 FR0427'RIGHT, NORTHERLY, 0.05 MILE THROUGH CORRALS TO AZIMUTH
 FR0427'MARK AS DESCRIBED), FROM MILLERS RANCH HOUSE, GO SOUTH
 FR0427'0.15 MILE TO TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD AND
 FR0427'GO SOUTHWEST FOR 0.15 MILE TO A PIPELINE, CONTINUE
 FR0427'SOUTHWEST ON TRACK ROAD FOR 0.5 MILE TO ANOTHER PIPELINE,
 FR0427'TURN RIGHT AND GO WEST ON PIPELINE ROAD FOR 0.3 MILE TO
 FR0427'A GATE, CONTINUE WEST UP HILL FOR 0.15 MILE TO TOP OF HILL
 FR0427'AND STATION 65 YARDS NORTH OF PIPELINE ROAD.
 FR0427'
 FR0427'STATION MARK, A STANDARD TRAVERSE DISK STAMPED MILLER 1961,
 FR0427'IS BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS
 FR0427'ABOUT 8 INCHES ABOVE THE GROUND.  THE MARK IS 193 FEET NORTH
 FR0427'OF PIPELINE ROAD, 15 FEET NORTH OF THE WITNESS POST, 14.5 FEET
 FR0427'NORTH-NORTHEAST OF A TRIANGLE BLAZED TREE AND IN THE CENTER
 FR0427'OF BLADED TRAIL.
 FR0427'
 FR0427'REFERENCE MARK 1, A STANDARD REFERENCE DISK BRAZED TO THE TOP
 FR0427'OF A 2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 3 INCHES ABOVE
 FR0427'THE GROUND AND IS STAMPED MILLER NO 1 1961.  THE MARK IS 49
 FR0427'FEET EAST-NORTHEAST OF A TRIANGLE BLAZED TREE, 44 FEET NORTHEAST
 FR0427'OF THE WITNESS POST AND 36 FEET EAST OF A BLADED TRAIL.
 FR0427'
 FR0427'REFERENCE MARK 2, A STANDARD REFERENCE DISK BRAZED TO THE TOP
 FR0427'OF A 2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 7 INCHES ABOVE
 FR0427'THE GROUND AND IS STAMPED MILLER NO 2 1961.  THE MARK IS 39
 FR0427'FEET WEST-SOUTHWEST OF THE CENTER OF BLADED TRAIL, 35 FEET
 FR0427'WEST OF THE WITNESS POST AND 28 FEET WEST OF A TRIANGLE BLAZED
 FR0427'TREE.
 FR0427'
 FR0427'ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION, IS A BRONZE
 FR0427'TRAVERSE DISK STAMPED KA NO 3 1960, IS SET IN THE TOP OF A
 FR0427'7-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 FR0427'OF THE GROUND.  THE MARK IS 19 FEET NORTH OF THE CENTER OF
 FR0427'PIPELINE ROAD AND 5 FEET SOUTH OF A SMALL CAIRN.
 FR0427'
 FR0427'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED MILLER 1961, IS SET
 FR0427'IN A DRILL HOLE IN TOP OF A 5 BY 10 FEET OUTCROPPING BEDROCK
 FR0427'FORMATION WHICH PROJECTS ABOUT 6 FEET ON THE SOUTH SIDE AND 2 FEET
 FR0427'ON THE NORTH SIDE.  THE MARK IS 123 FEET NORTHEAST OF THE
 FR0427'GATE ON THE NORTH SIDE OF CORRAL AND 4 FEET SOUTHWEST OF
 FR0427'THE WITNESS POST.
 FR0427'
 FR0427'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 METERS.
 FR0427
 FR0427                          STATION RECOVERY (1962)
 FR0427
 FR0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0427'48.65 MI NE FROM KINGMAN.
 FR0427'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0427'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0427'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0427'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE ABOUT 17.9
 FR0427'MILES EAST TO MILLERS RANCH HOUSE, THENCE 0.15 MILE SOUTH ALONG THE
 FR0427'DIRT ROAD TO THE JUNCTION OF A DIM TRACK ROAD LEADING SOUTH WHERE THE
 FR0427'DIRT ROAD TURNS EAST, THENCE 0.10 MILE SOUTH ALONG THE DIM TRACK ROAD
 FR0427'TO A PIPE LINE, CROSS THE PIPE LINE AND CONTINUE SOUTH ALONG THE DIM
 FR0427'TRACK ROAD FOR 0.5 MILE TO ANOTHER PIPE LINE, THENCE 0.3 MILE WEST
 FR0427'ALONG THE PIPE LINE TO A GATE, THENCE 0.2 MILE WEST ALONG THE PIPE
 FR0427'LINE AND UP A STEEP HILL TO THE TOP OF THE HILL, 215 FEET NORTH OF THE
 FR0427'PIPE LINE, 15.5 FEET NORTHEAST OF A TRIANGLE BLAZED TREE, 14.7 FEET
 FR0427'NORTH OF A METAL WITNESS POST, AND IS A C AND GS TRAVERSE STATION DISK
 FR0427'FASTENED TO THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 6 INCHES.
 FR0427
 FR0427                          STATION RECOVERY (1965)
 FR0427
 FR0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FR0427'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FR0427'
 FR0427'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0982 ***********************************************************************
 ES0982  HT_MOD      -  This is a Height Modernization Survey Station.
 ES0982  DESIGNATION -  MILLER
 ES0982  PID         -  ES0982
 ES0982  STATE/COUNTY-  AZ/COCONINO
 ES0982  USGS QUAD   -  KEHL RIDGE (1972)
 ES0982
 ES0982                         *CURRENT SURVEY CONTROL
 ES0982  ___________________________________________________________________
 ES0982* NAD 83(2007)-  34 26 18.55155(N)    111 16 43.53766(W)     ADJUSTED  
 ES0982* NAVD 88     -      2296.90   (meters)    7535.7    (feet)  GPS OBS   
 ES0982  ___________________________________________________________________
 ES0982  EPOCH DATE  -        2007.00
 ES0982  X           -  -1,911,707.961 (meters)                     COMP
 ES0982  Y           -  -4,908,653.165 (meters)                     COMP
 ES0982  Z           -   3,587,951.526 (meters)                     COMP
 ES0982  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 ES0982  ELLIP HEIGHT-        2272.743 (meters)          (02/10/07) ADJUSTED
 ES0982  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0982
 ES0982  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0982  Type    PID    Designation                      North   East  Ellip
 ES0982  -------------------------------------------------------------------
 ES0982  NETWORK ES0982 MILLER                            0.80   0.65   1.74
 ES0982  -------------------------------------------------------------------
 ES0982
 ES0982.The horizontal coordinates were established by GPS observations
 ES0982.and adjusted by the National Geodetic Survey in February 2007.
 ES0982
 ES0982.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0982.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0982.The horizontal coordinates are valid at the epoch date displayed above.
 ES0982.The epoch date for horizontal control is a decimal equivalence
 ES0982.of Year/Month/Day.
 ES0982
 ES0982.The orthometric height was determined by GPS observations and a
 ES0982.high-resolution geoid model.
 ES0982.The orthometric height was determined by GPS observations and a
 ES0982.high-resolution geoid model using precise GPS observation and
 ES0982.processing techniques.
 ES0982
 ES0982.Photographs are available for this station.
 ES0982
 ES0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0982
 ES0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0982
 ES0982.The ellipsoidal height was determined by GPS observations
 ES0982.and is referenced to NAD 83.
 ES0982
 ES0982.The geoid height was determined by GEOID03.
 ES0982
 ES0982;                    North         East     Units Scale Factor Converg.
 ES0982;SPC AZ C     -   381,473.257   271,982.869   MT  0.99994235   +0 21 38.7
 ES0982;SPC AZ C     - 1,251,552.68    892,332.25   iFT  0.99994235   +0 21 38.7
 ES0982;SPC AZ E     -   381,849.655   111,158.255   MT  1.00002871   -0 37 44.3
 ES0982;SPC AZ E     - 1,252,787.58    364,692.44   iFT  1.00002871   -0 37 44.3
 ES0982;UTM  12      - 3,810,811.467   474,390.066   MT  0.99960808   -0 09 27.5
 ES0982
 ES0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0982!SPC AZ C     -   0.99964336  x   0.99994235  =   0.99958573
 ES0982!SPC AZ E     -   0.99964336  x   1.00002871  =   0.99967206
 ES0982!UTM  12      -   0.99964336  x   0.99960808  =   0.99925158
 ES0982
 ES0982|---------------------------------------------------------------------|
 ES0982| PID    Reference Object                     Distance      Geod. Az  |
 ES0982|                                                           dddmmss.s |
 ES0982| CH3676 MILLER RM 1                           5.566 METERS 09439     |
 ES0982| CH3677 MILLER RM 2                           6.943 METERS 16634     |
 ES0982| CH3675 MILLER AZ MK                                       3152944.5 |
 ES0982|---------------------------------------------------------------------|
 ES0982
 ES0982                          SUPERSEDED SURVEY CONTROL
 ES0982
 ES0982  NAD 83(1992)-  34 26 18.55109(N)    111 16 43.53719(W) AD(       ) A
 ES0982  ELLIP H (03/01/04) 2272.754  (m)                       GP(       ) 4 1
 ES0982  NAD 83(1992)-  34 26 18.55412(N)    111 16 43.53611(W) AD(       ) 2
 ES0982  NAD 83(1986)-  34 26 18.54184(N)    111 16 43.54150(W) AD(       ) 2
 ES0982  NAD 27      -  34 26 18.44100(N)    111 16 41.05400(W) AD(       ) 2
 ES0982  NGVD 29 (07/19/86) 2296.4    (m)         7534.     (f) VERT ANG    3  
 ES0982
 ES0982.Superseded values are not recommended for survey control.
 ES0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0982.See file dsdata.txt to determine how the superseded data were derived.
 ES0982
 ES0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7439010811(NAD 83)
 ES0982_MARKER: DS = TRIANGULATION STATION DISK
 ES0982_SETTING: 66 = SET IN ROCK OUTCROP
 ES0982_STAMPING: MILLER 1946
 ES0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0982+STABILITY: POSITION/ELEVATION WELL
 ES0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0982+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 ES0982
 ES0982  HISTORY     - Date     Condition        Report By
 ES0982  HISTORY     - 1946     MONUMENTED       CGS
 ES0982  HISTORY     - 1972     GOOD             AZHD
 ES0982  HISTORY     - 20030814 GOOD             AZ-007
 ES0982
 ES0982                          STATION DESCRIPTION
 ES0982
 ES0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0982'THE STATION IS LOCATED APPROX. 11 MILES EAST NORTHEAST OF PINE,
 ES0982'ARIZONA, 5-3/4 MILES EAST OF BAKER BUTTE LOOKOUT TOWER, AND ON ONE
 ES0982'OF THE POINTS ON MOGOLLON RIM, NEAR HEAD OF EAST MILLER CANYON.
 ES0982'
 ES0982'TO REACH THE STATION FROM THE POST OFFICE IN PINE, GO NORTH AND
 ES0982'WEST ON THE WINSLOW AND FLAGSTAFF ROAD FOR 3.3 MILES TO A FORK,
 ES0982'TAKE RIGHT FORK NORTHERLY AND EASTERLY ON THE WINSLOW AND FLAGSTAFF
 ES0982'ROAD FOR 10.1 MILES TO JUNCTION WITH MOGOLLON RIM ROAD, TAKE RIGHT
 ES0982'FORK AND GO EASTERLY ON MOGOLLON RIM ROAD FOR 2.35 MILES TO A
 ES0982'ROAD GOING RIGHT TO BAKER BUTTE LOOKOUT TOWER, CONTINUE STRAIGHT
 ES0982'AHEAD ON THE RIM ROAD FOR 8.0 MILES TO A FORK, MILLER RIDGE
 ES0982'ROAD FORKING TO LEFT, CONTINUE ON RIGHT FORK ON THE RIM ROAD
 ES0982'FOR 0.4 MILE TO THE AZIMUTH MARK ON RIGHT SIDE OF ROAD,
 ES0982'CONTINUE ON RIM ROAD FOR 0.1 MILE TO THE TOP OF A SMALL RIDGE,
 ES0982'AND TRIANGULAR BLAZE ON CROOKED PINE TREE ON LEFT EDGE OF
 ES0982'ROAD.  PACK SOUTHERLY THROUGH TIMBER ALONG TOP OF RIDGE FOR
 ES0982'APPROX 0.1 MILE TO POINT OF RIDGE AND STATION.
 ES0982'
 ES0982'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--MILLER
 ES0982'1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK,
 ES0982'TOP OF WHICH IS FLUSH WITH THE GROUND.  THIS MARK IS APPROX. 8
 ES0982'METERS NW OF A TRIANGULAR BLAZE ON A LARGE PINE TREE.
 ES0982'
 ES0982'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--MILLER
 ES0982'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING
 ES0982'BEDROCK, TOP OF WHICH IS FLUSH WITH THE GROUND.  THIS MARK IS E
 ES0982'OF STATION AND APPROX. 18 INCHES BELOW STATION.
 ES0982'
 ES0982'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--MILLER
 ES0982'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING
 ES0982'BEDROCK, TOP OF WHICH IS APPROX. 8 INCHES ABOVE THE SURROUNDING
 ES0982'SURFACE.  THIS MARK IS SSE OF STATION AND APPROX. 6 INCHES BELOW
 ES0982'STATION.
 ES0982'
 ES0982'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--MILLER 1946,
 ES0982'AND IS CEMENTED INTO A DRILL HOLE IN A BURRIED BOULDER, TOP OF WHICH
 ES0982'IS 2 INCHES ABOVE THE SURROUNDING SURFACE.  THIS MARK IS APPROX.
 ES0982'1/4 MILE NW OF STATION, 15 FT. SOUTH OF CENTER LINE OF RIM ROAD,
 ES0982'3 FT. SE OF 2 FT. ROCK CAIRN, 6 FT. WNW OF TRIANGULAR BLAZE ON
 ES0982'PINE TREE, AND APPROX. 2 FT. ABOVE LEVEL OF ROAD.
 ES0982'
 ES0982'NOTE--TRIANGULATION STATION MOG LOCATED APPROX. 4 MILES ESE OF
 ES0982'STATION, CAN ALSO SERVE AS AZIMUTH MARK FOR THIS STATION.
 ES0982
 ES0982                          STATION RECOVERY (1972)
 ES0982
 ES0982'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES0982'GENERAL LOCATION-AS PER DESCRIPTION
 ES0982'
 ES0982'TO REACH-AS PER DESCRIPTION
 ES0982'
 ES0982'STATION MARK-IN AND GOOD
 ES0982'
 ES0982'REFERENCE MARKS-R.M. 1 AND 2 BOTH IN AND GOOD
 ES0982'
 ES0982'AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME
 ES0982
 ES0982                          STATION RECOVERY (2003)
 ES0982
 ES0982'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 ES0982'NEW STATION DESCRIPTION  (2003)
 ES0982' 
 ES0982'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 ES0982' 
 ES0982'STARTING FROM THE INTERSECTION OF SR-87 AND FOSSIL CREEK ROAD IN
 ES0982'STRAWBERRY, TRAVEL NORTH ON SR-87, 10.3 MILES TO FS-300 ROAD ON THE
 ES0982'RIGHT.  TURN RIGHT (EAST) AND TRAVEL 9.6 MILES, APPROXIMATELY 30
 ES0982'MINUTES, TO A SMALL TURN AROUND ON THE NORTH SIDE OF THE ROAD.  PARK
 ES0982'HERE AND WALK SOUTH ON AN OLD ABANDONED ROAD TO THE POINT.
 ES0982' 
 ES0982'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0851 ***********************************************************************
 FR0851  DESIGNATION -  MILLER
 FR0851  PID         -  FR0851
 FR0851  STATE/COUNTY-  AZ/COCONINO
 FR0851  USGS QUAD   -  VALLE TANK (1989)
 FR0851
 FR0851                         *CURRENT SURVEY CONTROL
 FR0851  ___________________________________________________________________
 FR0851* NAD 83(1992)-  35 42 44.63725(N)    112 07 54.45176(W)     ADJUSTED  
 FR0851* NAVD 88     -      1831.0    (meters)    6007.     (feet)  VERTCON   
 FR0851  ___________________________________________________________________
 FR0851  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 FR0851  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FR0851  HORZ ORDER  -  SECOND
 FR0851
 FR0851.The horizontal coordinates were established by classical geodetic methods
 FR0851.and adjusted by the National Geodetic Survey in August 1993.
 FR0851
 FR0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0851
 FR0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0851
 FR0851.The geoid height was determined by GEOID03.
 FR0851
 FR0851;                    North         East     Units Scale Factor Converg.
 FR0851;SPC AZ C     -   522,626.284   193,895.243   MT  0.99990467   -0 07 32.1
 FR0851;SPC AZ C     - 1,714,653.16    636,139.25   iFT  0.99990467   -0 07 32.1
 FR0851;UTM  12      - 3,952,640.361   397,623.039   MT  0.99972915   -0 39 38.5
 FR0851
 FR0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0851!SPC AZ C     -   0.99971634  x   0.99990467  =   0.99962104
 FR0851!UTM  12      -   0.99971634  x   0.99972915  =   0.99944557
 FR0851
 FR0851:                Primary Azimuth Mark                     Grid Az
 FR0851:SPC AZ C     -  TRANS                                    000 30 29.4
 FR0851:UTM  12      -  TRANS                                    001 02 35.8
 FR0851
 FR0851|---------------------------------------------------------------------|
 FR0851| PID    Reference Object                     Distance      Geod. Az  |
 FR0851|                                                           dddmmss.s |
 FR0851| FR0841 TRANS                               APPROX. 4.9 KM 0002257.3 |
 FR0851| CH3680 MILLER RM 2                          13.148 METERS 00416     |
 FR0851| CH3679 MILLER RM 1                          13.208 METERS 18437     |
 FR0851|---------------------------------------------------------------------|
 FR0851
 FR0851                          SUPERSEDED SURVEY CONTROL
 FR0851
 FR0851  NAD 83(1986)-  35 42 44.63548(N)    112 07 54.44827(W) AD(       ) 2
 FR0851  NAD 27      -  35 42 44.66054(N)    112 07 51.85301(W) AD(       ) 2
 FR0851  NGVD 29 (07/19/86) 1830.1    (m)         6004.     (f) VERT ANG    3  
 FR0851
 FR0851.Superseded values are not recommended for survey control.
 FR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0851.See file dsdata.txt to determine how the superseded data were derived.
 FR0851
 FR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9762352640(NAD 83)
 FR0851_MARKER: DD = SURVEY DISK
 FR0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0851+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0851
 FR0851  HISTORY     - Date     Condition        Report By
 FR0851  HISTORY     - 1975     MONUMENTED       AZDT
 FR0851  HISTORY     - 20000715 GOOD             AZDT
 FR0851
 FR0851                          STATION DESCRIPTION
 FR0851
 FR0851'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0851'THE STATION IS LOCATED ABOUT 32 MILES NORTH OF WILLIAMS ALONG THE
 FR0851'WEST RIGHT-OF-WAY OF STATE HWY. 64 ABOUT 4 MILES NORTH OF THE
 FR0851'JUNCTION OF U.S. HWY. 180.
 FR0851'
 FR0851'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MILLER 1975
 FR0851'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 FR0851'IS 144.5 FEET WEST OF STATE HWY. 64 CENTERLINE, 5.5 FEET EAST OF
 FR0851'RIGHT-OF-WAY FENCE AND 3.7 FEET EAST OF A WITNESS POST AND SIGN.
 FR0851'
 FR0851'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED MILLER RM
 FR0851'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FR0851'PROJECTING 0.3 FEET, 145 FEET WEST OF HWY. CENTERLINE, 43 FEET
 FR0851'SOUTH OF WITNESS POST AND 5 FEET EAST OF RIGHT-OF-WAY FENCE.
 FR0851'
 FR0851'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED MILLER RM
 FR0851'2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FR0851'PROJECTING 0.3 FEET. THE MARK IS 144 FEET WEST OF HWY. CENTERLINE,
 FR0851'43 FEET NORTH OF WITNESS POST AND 6 FEET EAST OF RIGHT-OF-WAY
 FR0851'FENCE.
 FR0851'
 FR0851'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY. 64 AND
 FR0851'U.S. HWY. 66 2 MILES EAST OF WILLIAMS, TRAVEL NORTH ON HWY. 64 TO
 FR0851'MILE POST 217.73, 4 MILES NORTH OF JUNCTION WITH U.S. 180, TO A
 FR0851'HIGHWAY CUT AND THE STATION ON THE LEFT (WEST).
 FR0851'
 FR0851'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0851
 FR0851                          STATION RECOVERY (2000)
 FR0851
 FR0851'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0769 ***********************************************************************
 DT0769  DESIGNATION -  MILLER
 DT0769  PID         -  DT0769
 DT0769  STATE/COUNTY-  AZ/GREENLEE
 DT0769  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0769
 DT0769                         *CURRENT SURVEY CONTROL
 DT0769  ___________________________________________________________________
 DT0769* NAD 83(1992)-  33 17 14.35183(N)    109 17 18.92551(W)     ADJUSTED  
 DT0769* NAVD 88     -      1847.3    (meters)    6061.     (feet)  VERTCON   
 DT0769  ___________________________________________________________________
 DT0769  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DT0769  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 DT0769  HORZ ORDER  -  SECOND
 DT0769
 DT0769.The horizontal coordinates were established by classical geodetic methods
 DT0769.and adjusted by the National Geodetic Survey in August 1993.
 DT0769
 DT0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0769
 DT0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0769
 DT0769.The geoid height was determined by GEOID03.
 DT0769
 DT0769;                    North         East     Units Scale Factor Converg.
 DT0769;SPC AZ E     -   253,958.123   295,145.150   MT  0.99998244   +0 28 55.0
 DT0769;SPC AZ E     -   833,195.94    968,323.98   iFT  0.99998244   +0 28 55.0
 DT0769;UTM  12      - 3,684,446.494   659,362.058   MT  0.99991312   +0 56 22.1
 DT0769
 DT0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0769!SPC AZ E     -   0.99971391  x   0.99998244  =   0.99969636
 DT0769!UTM  12      -   0.99971391  x   0.99991312  =   0.99962706
 DT0769
 DT0769|---------------------------------------------------------------------|
 DT0769| PID    Reference Object                     Distance      Geod. Az  |
 DT0769|                                                           dddmmss.s |
 DT0769| CD2342 MILLER RM 1                           7.198 METERS 07340     |
 DT0769| CD2343 MILLER RM 2                           6.892 METERS 15917     |
 DT0769| DT0744 SAW                                 APPROX. 6.7 KM 2285816.4 |
 DT0769|---------------------------------------------------------------------|
 DT0769
 DT0769                          SUPERSEDED SURVEY CONTROL
 DT0769
 DT0769  NAD 83(1986)-  33 17 14.34865(N)    109 17 18.92462(W) AD(       ) 2
 DT0769  NAD 27      -  33 17 14.12914(N)    109 17 16.65430(W) AD(       ) 2
 DT0769  NGVD 29 (07/19/86) 1846.5    (m)         6058.     (f) VERT ANG    3  
 DT0769
 DT0769.Superseded values are not recommended for survey control.
 DT0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0769.See file dsdata.txt to determine how the superseded data were derived.
 DT0769
 DT0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5936284446(NAD 83)
 DT0769_MARKER: DD = SURVEY DISK
 DT0769_SETTING: 66 = SET IN ROCK OUTCROP
 DT0769_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0769+STABILITY: POSITION/ELEVATION WELL
 DT0769
 DT0769  HISTORY     - Date     Condition        Report By
 DT0769  HISTORY     - 1978     MONUMENTED       AZDT
 DT0769
 DT0769                          STATION DESCRIPTION
 DT0769
 DT0769'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0769'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF CLIFTON AND 1.5
 DT0769'MILES NORTH OF JUAN MILLER RD. ON A HIGH ROCKY RIDGE.
 DT0769'
 DT0769'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MILLER 1978
 DT0769'EPOXIED IN A DRILL HOLE IN ROCK OUTCROP AND MARKED WITH A WITNESS
 DT0769'POST AND SIGN 5 FEET TO NORTHWEST.
 DT0769'
 DT0769'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED MILLER
 DT0769'RM 1 1978 AND IS EPOXIED TO ROCK OUTCROP.
 DT0769'
 DT0769'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED MILLER RM 2
 DT0769'1978 EPOXIED TO ROCK OUTCROP.
 DT0769'
 DT0769'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE MORENCI
 DT0769'MINE ON U.S. HWY. 666 (MILE POST 168.6), TRAVEL NORTH ON HWY. 666
 DT0769'FOR 26.8 MILES TO MILE POST 188.85 AND THE JUAN MILLER RD. (FORREST
 DT0769'SERVICE TRAIL 475) ON THE RIGHT, TURN RIGHT ON JUAN MILLER RD. AND
 DT0769'TRAVEL 6.2 MILES PASSING THROUGH 2 CATTLE GUARDS AND COW CANYON
 DT0769'TO A NORTH-SOUTH FENCE, CONTINUE ON FOR 400 FEET THEN TURN LEFT
 DT0769'CROSS COUNTRY THROUGH A LARGE FLAT OPEN AREA FOR AS FAR AS
 DT0769'POSSIBLE TO END OF TRUCK TRAVEL AT THE BASE OF A NORTH-SOUTH
 DT0769'RIDGE.  STATION IS ABOUT 6500 FEET NORTHWEST OF JUAN MILLER
 DT0769'RD. ON A HIGH ROCKY RIDGE ON EAST SIDE OF A DEEP CANYON (STA. IS
 DT0769'NOT ON HIGHEST POINT, ABOUT 1-1/4 HOUR PACK).
 DT0769'
 DT0769'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW9027 ***********************************************************************
 DW9027  DESIGNATION -  MILLER
 DW9027  PID         -  DW9027
 DW9027  STATE/COUNTY-  AZ/LA PAZ
 DW9027  USGS QUAD   -  PICACHO SW (1965)
 DW9027
 DW9027                         *CURRENT SURVEY CONTROL
 DW9027  ___________________________________________________________________
 DW9027* NAD 83(1992)-  33 05 44.46606(N)    114 40 06.51962(W)     ADJUSTED  
 DW9027* NAVD 88     -       254.1    (meters)     834.     (feet)  VERTCON   
 DW9027  ___________________________________________________________________
 DW9027  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DW9027  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DW9027  HORZ ORDER  -  THIRD
 DW9027
 DW9027.The horizontal coordinates were established by classical geodetic methods
 DW9027.and adjusted by the National Geodetic Survey in August 1993.
 DW9027
 DW9027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9027
 DW9027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9027
 DW9027.The geoid height was determined by GEOID03.
 DW9027
 DW9027;                    North         East     Units Scale Factor Converg.
 DW9027;SPC AZ W     -   232,745.465   127,622.301   MT  1.00002394   -0 30 05.6
 DW9027;SPC AZ W     -   763,600.61    418,708.34   iFT  1.00002394   -0 30 05.6
 DW9027;SPC CA 6     -   604,149.932 2,147,627.443   MT  0.99996274   +0 52 08.7
 DW9027;SPC CA 6     - 1,982,115.24  7,046,007.70   sFT  0.99996274   +0 52 08.7
 DW9027;UTM  11      - 3,664,312.892   717,590.134   MT  1.00018379   +1 16 25.0
 DW9027
 DW9027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9027!SPC AZ W     -   0.99996535  x   1.00002394  =   0.99998929
 DW9027!SPC CA 6     -   0.99996535  x   0.99996274  =   0.99992810
 DW9027!UTM  11      -   0.99996535  x   1.00018379  =   1.00014914
 DW9027
 DW9027                          SUPERSEDED SURVEY CONTROL
 DW9027
 DW9027  NAD 83(1986)-  33 05 44.47244(N)    114 40 06.52820(W) AD(       ) 3
 DW9027  NGVD 29 (04/26/91)  253.4    (m)          831.     (f) VERT ANG    3  
 DW9027
 DW9027.Superseded values are not recommended for survey control.
 DW9027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9027.See file dsdata.txt to determine how the superseded data were derived.
 DW9027
 DW9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1759064313(NAD 83)
 DW9027_MARKER: DD = SURVEY DISK
 DW9027_SETTING: 80 = SET IN A BOULDER
 DW9027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9027+STABILITY: SURFACE MOTION
 DW9027
 DW9027  HISTORY     - Date     Condition        Report By
 DW9027  HISTORY     - 1954     MONUMENTED       USGS
 DW9027
 DW9027                          STATION DESCRIPTION
 DW9027
 DW9027'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DW9027'NOT OCCUPIED.
 DW9027'
 DW9027'LOCATED ABOUT 35 MI N. OF YUMA.
 DW9027'
 DW9027'TO REACH FROM YUMA POST OFFICE, TAKE US HWY. 95 22.7 MI N. TO
 DW9027'DIRT RD. LEFT.  GO 30 MI W. TO RED CLOUD MINE, GO PAST MINE 0.9 MI
 DW9027'TO WHERE RD. BRANCHES IN DRAW.  TAKE LEFT RD. 2.5 MI.  LEAVE TRUCK
 DW9027'AND GO NW. TO HIGHEST POINT VISIBLE AND ABOUT 1.5 MI W. OF A
 DW9027'HIGHER POINT.
 DW9027'
 DW9027'STATION MARK--U.S. CORPS OF ENGINEERS DISK STAMPED---MILL 1942---,
 DW9027'IN ROCK WITH CONCRETE AT HIGHEST POINT OF RIDGE.
 DW9027'
 DW9027'RM 1--USE RM DISK STAMPED---RM 1 MILL 1942---, 25.6 FT S. OF
 DW9027'STATION.
 DW9027'
 DW9027'RM 2--USE RM DISK STAMPED---RM 2 MILL 1942---, 23.5 FT S. OF
 DW9027'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0428 ***********************************************************************
 FR0428  DESIGNATION -  MILLER RM 1
 FR0428  PID         -  FR0428
 FR0428  STATE/COUNTY-  AZ/MOHAVE
 FR0428  USGS QUAD   -  BULL SPRING (1980)
 FR0428
 FR0428                         *CURRENT SURVEY CONTROL
 FR0428  ___________________________________________________________________
 FR0428* NAD 83(1986)-  35 11 19.     (N)    113 24 25.     (W)     SCALED    
 FR0428* NAVD 88     -      1584.905  (meters)    5199.81   (feet)  POSTED    
 FR0428  ___________________________________________________________________
 FR0428  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FR0428  DYNAMIC HT  -        1582.840 (meters)    5193.03  (feet)  COMP
 FR0428  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 FR0428
 FR0428  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0428
 FR0428.The horizontal coordinates were scaled from a topographic map and have
 FR0428.an estimated accuracy of +/- 6 seconds.
 FR0428
 FR0428.The orthometric height was determined by differential leveling
 FR0428.and adjusted by the  in 1992.
 FR0428.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0428.was located on a no-check spur therefore a value was not computed.
 FR0428.No vertical observational check was made to the station.
 FR0428
 FR0428.The geoid height was determined by GEOID03.
 FR0428
 FR0428.The dynamic height is computed by dividing the NAVD 88
 FR0428.geopotential number by the normal gravity value computed on the
 FR0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0428.degrees latitude (g = 980.6199 gals.).
 FR0428
 FR0428.The modeled gravity was interpolated from observed gravity values.
 FR0428
 FR0428;                    North         East    Units  Estimated Accuracy
 FR0428;SPC AZ W     -   464,570.      244,600.      MT  (+/- 180 meters Scaled)
 FR0428
 FR0428                          SUPERSEDED SURVEY CONTROL
 FR0428
 FR0428  NGVD 29 (??/??/92) 1584.029  (m)         5196.94   (f) ADJ UNCH    2 0
 FR0428
 FR0428.Superseded values are not recommended for survey control.
 FR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0428.See file dsdata.txt to determine how the superseded data were derived.
 FR0428
 FR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD808966(NAD 83)
 FR0428_MARKER: DR = REFERENCE MARK DISK
 FR0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0428_STAMPING: MILLER NO 1 1961
 FR0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0428
 FR0428  HISTORY     - Date     Condition        Report By
 FR0428  HISTORY     - 1961     MONUMENTED       CGS
 FR0428  HISTORY     - 1962     GOOD             NGS
 FR0428
 FR0428                          STATION DESCRIPTION
 FR0428
 FR0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0428'48.65 MI NE FROM KINGMAN.
 FR0428'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0428'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0428'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0428'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0428'EAST TO MILLERS RANCH HOUSE, THENCE 0.15 MILE SOUTH ALONG THE DIRT
 FR0428'ROAD TO THE JUNCTION OF A DIM TRACK ROAD LEADING SOUTH WHERE THE DIRT
 FR0428'ROAD TURNS EAST, THENCE 0.10 MILE SOUTH ALONG THE DIM TRACK ROAD TO A
 FR0428'PIPE LINE, CROSS THE PIPE LINE AND CONTINUE SOUTH ALONG THE DIM TRACK
 FR0428'ROAD FOR 0.5 MILE TO ANOTHER PIPE LINE, THENCE 0.3 MILE WEST ALONG THE
 FR0428'PIPE LINE TO A GATE, THENCE 0.2 MILE WEST ALONG THE PIPE LINE AND UP A
 FR0428'STEEP HILL TO THE TOP OF THE HILL, 220 FEET NORTH OF THE PIPE LINE,
 FR0428'48.5 FEET NORTHEAST OF A TRIANGLE BLAZED TREE, 36.5 FEET NORTHEAST OF
 FR0428'TRAVERSE STATION MILLER, 44.10 FEET NORTHEAST OF A METAL WITNESS POST,
 FR0428'A C AND GS REFERENCE MARK DISK FASTENED TO THE TOP OF A 3 1/2 INCH
 FR0428'IRON PIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0426 ***********************************************************************
 FR0426  DESIGNATION -  MILLER RM 2
 FR0426  PID         -  FR0426
 FR0426  STATE/COUNTY-  AZ/MOHAVE
 FR0426  USGS QUAD   -  BULL SPRING (1980)
 FR0426
 FR0426                         *CURRENT SURVEY CONTROL
 FR0426  ___________________________________________________________________
 FR0426* NAD 83(1986)-  35 11 19.     (N)    113 24 25.     (W)     SCALED    
 FR0426* NAVD 88     -      1585.671  (meters)    5202.32   (feet)  POSTED    
 FR0426  ___________________________________________________________________
 FR0426  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FR0426  DYNAMIC HT  -        1583.610 (meters)    5195.56  (feet)  COMP
 FR0426  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 FR0426
 FR0426  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0426
 FR0426.The horizontal coordinates were scaled from a topographic map and have
 FR0426.an estimated accuracy of +/- 6 seconds.
 FR0426
 FR0426.The orthometric height was determined by differential leveling
 FR0426.and adjusted by the  in 1992.
 FR0426.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0426.was located on a no-check spur therefore a value was not computed.
 FR0426.No vertical observational check was made to the station.
 FR0426
 FR0426.The geoid height was determined by GEOID03.
 FR0426
 FR0426.The dynamic height is computed by dividing the NAVD 88
 FR0426.geopotential number by the normal gravity value computed on the
 FR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0426.degrees latitude (g = 980.6199 gals.).
 FR0426
 FR0426.The modeled gravity was interpolated from observed gravity values.
 FR0426
 FR0426;                    North         East    Units  Estimated Accuracy
 FR0426;SPC AZ W     -   464,570.      244,600.      MT  (+/- 180 meters Scaled)
 FR0426
 FR0426                          SUPERSEDED SURVEY CONTROL
 FR0426
 FR0426  NGVD 29 (??/??/92) 1584.795  (m)         5199.45   (f) ADJ UNCH    2 0
 FR0426
 FR0426.Superseded values are not recommended for survey control.
 FR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0426.See file dsdata.txt to determine how the superseded data were derived.
 FR0426
 FR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD808966(NAD 83)
 FR0426_MARKER: DR = REFERENCE MARK DISK
 FR0426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0426_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0426_STAMPING: MILLER NO 2 1961
 FR0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0426
 FR0426  HISTORY     - Date     Condition        Report By
 FR0426  HISTORY     - 1961     MONUMENTED       CGS
 FR0426  HISTORY     - 1962     GOOD             NGS
 FR0426
 FR0426                          STATION DESCRIPTION
 FR0426
 FR0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0426'48.65 MI NE FROM KINGMAN.
 FR0426'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0426'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0426'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0426'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0426'EAST TO MILLERS RANCH HOUSE, THENCE 0.15 MILE SOUTH ALONG THE DIRT
 FR0426'ROAD TO THE JUNCTION OF A DIM TRACK ROAD LEADING SOUTH WHERE THE DIRT
 FR0426'ROAD TURNS EAST, THENCE 0.10 MILE SOUTH ALONG THE DIM TRACK ROAD TO A
 FR0426'PIPE LINE, CROSS THE PIPE LINE AND CONTINUE SOUTH ALONG THE DIM TRACK
 FR0426'ROAD FOR 0.5 MILE TO ANOTHER PIPE LINE, THENCE 0.3 MILE WEST ALONG THE
 FR0426'PIPE LINE TO A GATE, THENCE 0.2 MILE WEST ALONG THE PIPE LINE AND UP A
 FR0426'STEEP HILL TO THE TOP OF THE HILL, 191 FEET NORTH OF THE PIPE LINE,
 FR0426'28.5 FEET WEST OF A TRIANGLE BLAZED TREE, 39.1 FEET SOUTHWEST OF
 FR0426'TRAVERSE STATION MILLER, 35.0 FEET WEST OF A METAL WITNESS POST, A C
 FR0426'AND GS REFERENCE MARK DISK FASTENED TO THE TOP OF A 3 1/2 IRON PIPE
 FR0426'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0304 ***********************************************************************
 GQ0304  DESIGNATION -  MILLET
 GQ0304  PID         -  GQ0304
 GQ0304  STATE/COUNTY-  AZ/COCONINO
 GQ0304  USGS QUAD   -  TAPEATS AMPHITHEATER (1988)
 GQ0304
 GQ0304                         *CURRENT SURVEY CONTROL
 GQ0304  ___________________________________________________________________
 GQ0304* NAD 83(1992)-  36 26 01.54495(N)    112 26 10.67933(W)     ADJUSTED  
 GQ0304* NAVD 88     -      2197.5    (meters)    7210.     (feet)  VERTCON   
 GQ0304  ___________________________________________________________________
 GQ0304  LAPLACE CORR-          12.75  (seconds)                    DEFLEC99
 GQ0304  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 GQ0304  HORZ ORDER  -  SECOND
 GQ0304
 GQ0304.The horizontal coordinates were established by classical geodetic methods
 GQ0304.and adjusted by the National Geodetic Survey in August 1993.
 GQ0304
 GQ0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0304
 GQ0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0304
 GQ0304.The geoid height was determined by GEOID03.
 GQ0304
 GQ0304;                    North         East     Units Scale Factor Converg.
 GQ0304;SPC AZ C     -   602,765.148   166,770.343   MT  0.99992673   -0 18 31.0
 GQ0304;SPC AZ C     - 1,977,575.94    547,146.79   iFT  0.99992673   -0 18 31.0
 GQ0304;UTM  12      - 4,033,019.256   371,258.311   MT  0.99980421   -0 51 11.3
 GQ0304
 GQ0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0304!SPC AZ C     -   0.99965876  x   0.99992673  =   0.99958552
 GQ0304!UTM  12      -   0.99965876  x   0.99980421  =   0.99946304
 GQ0304
 GQ0304:                Primary Azimuth Mark                     Grid Az
 GQ0304:SPC AZ C     -  MILLET RM 3 AZIMUTH                      087 19 16.4
 GQ0304:UTM  12      -  MILLET RM 3 AZIMUTH                      087 51 56.7
 GQ0304
 GQ0304|---------------------------------------------------------------------|
 GQ0304| PID    Reference Object                     Distance      Geod. Az  |
 GQ0304|                                                           dddmmss.s |
 GQ0304| CH3683 MILLET RM 3 AZIMUTH                                0870045.4 |
 GQ0304| CH3682 MILLET RM 2 RESET                    25.123 METERS 13127     |
 GQ0304| CH3681 MILLET RM 1                           5.010 METERS 25233     |
 GQ0304|---------------------------------------------------------------------|
 GQ0304
 GQ0304                          SUPERSEDED SURVEY CONTROL
 GQ0304
 GQ0304  NAD 83(1986)-  36 26 01.53788(N)    112 26 10.67516(W) AD(       ) 2
 GQ0304  NAD 27      -  36 26 01.60100(N)    112 26 08.02600(W) AD(       ) 2
 GQ0304  NGVD 29 (07/19/86) 2196.5    (m)         7206.     (f) VERT ANG    3  
 GQ0304
 GQ0304.Superseded values are not recommended for survey control.
 GQ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0304.See file dsdata.txt to determine how the superseded data were derived.
 GQ0304
 GQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7125833019(NAD 83)
 GQ0304_MARKER: DS = TRIANGULATION STATION DISK
 GQ0304_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0304_SP_SET: SET IN BEDROCK
 GQ0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0304+STABILITY: POSITION/ELEVATION WELL
 GQ0304
 GQ0304  HISTORY     - Date     Condition        Report By
 GQ0304  HISTORY     - 1903     MONUMENTED       USGS
 GQ0304  HISTORY     - 1933     GOOD             USGS
 GQ0304  HISTORY     - 1934     GOOD             USGS
 GQ0304  HISTORY     - 1953     GOOD             CGS
 GQ0304  HISTORY     - 1956     GOOD             USGS
 GQ0304
 GQ0304                          STATION DESCRIPTION
 GQ0304
 GQ0304'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0304'LOCATED ABOUT HALFWAY BETWEEN POWELLS PLATEAU AND MOUTH OF KANAB
 GQ0304'CANYON, ON PROMINENT POINT ON NORTH RIM.
 GQ0304'
 GQ0304'TO REACH FROM BEE SPRING, TAKE SADDLE HORSES.  LONE PINE TREE
 GQ0304'STANDS E. OF STATION.  NO OTHER LARGE TIMBER NEAR.
 GQ0304'
 GQ0304'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0304'IN SOLID ROCK.
 GQ0304
 GQ0304                          STATION RECOVERY (1933)
 GQ0304
 GQ0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0304'RECOVERED IN GOOD CONDITION.
 GQ0304'
 GQ0304'TO REACH FROM BIG SADDIE HUNTING CAMP, DRIVE 2.5 MI SW. TO CRAZY
 GQ0304'JUG POINT.  TRUCK CAN BE DRIVEN TO WITHIN 250 YARDS OF CRAZY JUG
 GQ0304'POINT.  WALK ABOUT 2.75 MI W. ALONG NORTH RIM OF GRAND CANYON.
 GQ0304'
 GQ0304'RM 1--COPPER NAIL AND WASHER IN BLAZE ON PINON TREE.
 GQ0304'
 GQ0304'RM 2--COPPER NAIL AND WASHER IN BLAZE ON PINON TREE.
 GQ0304
 GQ0304                          STATION RECOVERY (1934)
 GQ0304
 GQ0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0304'ON THE N RIM OF GRAND CANYON, DIRECTLY N OF POWELL PLATEAU,
 GQ0304'AND ABOVE AND N OF FORMATION CALLED STEAMBOAT MOUNTAIN BELOW
 GQ0304'RIM OF CANYON, 75 FEET N OF RIM OF CANYON AND ABOUT 150 YARDS
 GQ0304'NW OF LARGE LONE PINE TREE.  POINT SUBLIME SHOWS IN GAP
 GQ0304'BETWEEN EMERALD POINT AND E END (SADDLE) OF POWELL PLATEAU.
 GQ0304'
 GQ0304'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0304'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0304'
 GQ0304'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES ABOUT 3/4 MILE SE
 GQ0304'OF STATION.
 GQ0304'
 GQ0304'BEST REACHED BY TAKING U.S. HIGHWAY NO. 89 S FROM KANAB FOR
 GQ0304'23.0 MILES, TURN RIGHT AT SIGN RYAN 14 MILES, GO 19.1 MILES
 GQ0304'TO BIG SPRING RANGER STATION.  CONTINUE FOR 1.1 MILES, TAKE
 GQ0304'RIGHT FORK, GO 11.5 MILES, TAKE RIGHT TURN AT SIGN BIG SADDLE
 GQ0304'9 MILES, GO 9.4 MILES TURN SHARP LEFT AT HUNTING CAMP GO
 GQ0304'0.2 MILE, TURN RIGHT THRU WIRE GATE AND GO 1.4 MILES, LEAVE
 GQ0304'ROAD HERE, GO RIGHT CROSS COUNTRY THRU DEAD SNAGS AND OPEN
 GQ0304'TIMBER FOR 1.0 MILE TO TWO BLAZED PINE TREES, TRIANGULAR
 GQ0304'BLAZES.  CONTINUE ON FOOT DOWN INTO SADDLE AND UP ONTO RIDGE
 GQ0304'TO STATION, ABOUT 1/2 HOUR-PACK.
 GQ0304
 GQ0304                          STATION RECOVERY (1953)
 GQ0304
 GQ0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0304'STATION, REFERENCE MARK 1 AND REFERENCE MARK 3 (AZIMUTH MARK)
 GQ0304'WERE RECOVERED AND FOUND IN GOOD CONDITION.  ADDITIONAL
 GQ0304'STAMPING OF THE LETTERS USGS WAS MADE ON THE TWO REFERENCE
 GQ0304'MARKS.  THE PREVIOUS STAMPING OF MILLETT WAS ALTERED TO READ
 GQ0304'MILLET ON THE TWO REFERENCE MARKS.  A NEW REFERENCE MARK,
 GQ0304'NO. 2, WAS ESTABLISHED.
 GQ0304'
 GQ0304'THE PREVIOUS DESCRIPTION OF ROUTE TO STATION IS INADEQUATE.
 GQ0304'THE COMPLETE DESCRIPTION FOLLOWS--
 GQ0304'
 GQ0304'STATION IS ON THE NORTH RIM OF THE GRAND CANYON, DIRECTLY
 GQ0304'NORTH OF POWELL PLATEAU.  ABOVE AND NORTH OF FORMATION CALLED
 GQ0304'STEAMBOAT MOUNTAIN BELOW RIM OF CANYON.  MARK IS 75 FEET
 GQ0304'NORTH OF RIM OF CANYON AND ABOUT 150 YARDS NORTHWEST OF A
 GQ0304'LARGE PINE TREE.
 GQ0304'
 GQ0304'TO REACH FROM THE ARIZONA CHECKING STATION IN FREDONIA, GO
 GQ0304'SOUTHEAST ON U.S. HIGHWAY 89 FOR 1.4 MILES TO T-ROAD AND SIGN
 GQ0304'RYAN 22-BIG SPRINGS 27.  TURN RIGHT, SOUTHEASTERLY, AND FOLLOW
 GQ0304'GRAVELED ROAD FOR 27.6 MILES TO BIG SPRINGS FIELD STATION.
 GQ0304'CONTINUE FOR 2.05 MILES TO SUMMIT OF HILL AT FORK AND SIGN
 GQ0304'BIG SADDLE-PINE FLAT.  TURN RIGHT FOR 0.15 MILE TO FORK.  TAKE
 GQ0304'LEFT FORK FOR 3.65 MILES TO A REVERSE Y-FORK AND SIGN RYAN
 GQ0304'13-BIG SPRINGS 7.  KEEP LEFT FORK, STRAIGHT AHEAD, ON LOGGING
 GQ0304'ROAD FOR 2.6 MILES TO FORK AND SIGN PINE FLAT 2-GOOSE NECK
 GQ0304'11.  TAKE LEFT FORK FOR 1.05 MILES TO PINE FLAT HUNTING CAMP
 GQ0304'ON RIGHT.  CONTINUE FOR 1.7 MILES TO FORK.  KEEP LEFT
 GQ0304'FORK FOR 0.4 MILE TO ANOTHER FORK.  KEEP LEFT FORK FOR
 GQ0304'1.45 MILES TO A CATTLE GUARD AND METAL GATE.  PASS
 GQ0304'THROUGH AND GO 1.8 MILES TO A T-ROAD AT CATTLE GUARD AND
 GQ0304'SIGN SOWATS POINT 9.  TURN LEFT ACROSS CATTLE GUARD AND GO
 GQ0304'2.4 MILES TO BIG SADDLE HUNTING CAMP ON LEFT.  CONTINUE
 GQ0304'SOUTH ON ROAD FOR 0.2 MILE TO A METAL GATE ON RIGHT.  PASS
 GQ0304'THROUGH GATE, TAKE LEFT FORK, SOUTHERLY, TO THE CANYON
 GQ0304'RIM, THENCE RIGHT, WESTERLY, ALONG THE CANYON RIM, TO A
 GQ0304'LARGE AND BLAZED PINE TREE ON THE RIGHT OF THE TRACK ROAD, A
 GQ0304'DISTANCE OF 1.4 MILES FROM THE METAL GATE.  CONTINUE WEST
 GQ0304'FOR 0.2 MILE TO ANOTHER BLAZED PINE TREE ON THE LEFT SIDE OF
 GQ0304'THE ROAD.  HERE, TURN LEFT ON DIM TRACK ROAD THROUGH
 GQ0304'BRUSH FOR 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GQ0304'CONTINUE WESTERLY DOWN INTO SADDLE THEN UP HILL TO STATION.
 GQ0304'A DISTANCE OF 0.7 MILE.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED
 GQ0304'TO DRIVE TO THE STATION.
 GQ0304'
 GQ0304'STATION MARK IS A U.S.G.S. BENCH MARK DISK WEDGED IN A DRILL
 GQ0304'HOLE IN BEDROCK.  THERE IS NO STAMPING ON THE MARK.
 GQ0304'
 GQ0304'REFERENCE MARKS ARE STANDARD USC AND GS REFERENCE MARK DISKS
 GQ0304'CEMENTED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0304'
 GQ0304'REFERENCE MARK 1, STAMPED MILLET USGS NO 1 1934, IS ABOUT
 GQ0304'1/2 FOOT LOWER THAN THE STATION.
 GQ0304'
 GQ0304'REFERENCE MARK 2, STAMPED MILLET USGS NO 2 1934, IS NEAR THE
 GQ0304'EDGE OF THE NORTH RIM OF THE CANYON.
 GQ0304'
 GQ0304'REFERENCE MARK 3, (AZIMUTH MARK), STAMPED MILLET USGS NO 3
 GQ0304'1934, IS ON THE SOUTHWEST BRINK OF THE HILL EAST OF THE
 GQ0304'STATION.  13 PACES SOUTH OF THE DIM TRACK ROAD AND 3 FEET
 GQ0304'WEST-SOUTHWEST OF A WITNESS POST.
 GQ0304
 GQ0304                          STATION RECOVERY (1956)
 GQ0304
 GQ0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1896 ***********************************************************************
 DU1896  DESIGNATION -  MILLSITE
 DU1896  PID         -  DU1896
 DU1896  STATE/COUNTY-  AZ/PINAL
 DU1896  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU1896
 DU1896                         *CURRENT SURVEY CONTROL
 DU1896  ___________________________________________________________________
 DU1896* NAD 83(1992)-  33 20 02.04909(N)    111 15 34.28614(W)     ADJUSTED  
 DU1896* NAVD 88     -       930.7    (meters)    3053.     (feet)  VERTCON   
 DU1896  ___________________________________________________________________
 DU1896  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 DU1896  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DU1896  HORZ ORDER  -  THIRD
 DU1896
 DU1896.The horizontal coordinates were established by classical geodetic methods
 DU1896.and adjusted by the National Geodetic Survey in August 1993.
 DU1896
 DU1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1896
 DU1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1896
 DU1896.The geoid height was determined by GEOID03.
 DU1896
 DU1896;                    North         East     Units Scale Factor Converg.
 DU1896;SPC AZ C     -   258,972.894   274,534.156   MT  0.99994612   +0 21 40.0
 DU1896;SPC AZ C     -   849,648.60    900,702.61   iFT  0.99994612   +0 21 40.0
 DU1896;UTM  12      - 3,688,334.461   475,848.053   MT  0.99960719   -0 08 33.4
 DU1896
 DU1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1896!SPC AZ C     -   0.99985842  x   0.99994612  =   0.99980455
 DU1896!UTM  12      -   0.99985842  x   0.99960719  =   0.99946567
 DU1896
 DU1896|---------------------------------------------------------------------|
 DU1896| PID    Reference Object                     Distance      Geod. Az  |
 DU1896|                                                           dddmmss.s |
 DU1896| DU1919 MILLSITE RM 1                        11.247 METERS 09606     |
 DU1896| DU2076 DROMEDARY                           APPROX. 9.0 KM 1763643.7 |
 DU1896|---------------------------------------------------------------------|
 DU1896
 DU1896                          SUPERSEDED SURVEY CONTROL
 DU1896
 DU1896  NAD 83(1986)-  33 20 02.04380(N)    111 15 34.28908(W) AD(       ) 3
 DU1896  NGVD 29 (09/20/88)  930.1    (m)         3052.     (f) VERT ANG    3  
 DU1896
 DU1896.Superseded values are not recommended for survey control.
 DU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1896.See file dsdata.txt to determine how the superseded data were derived.
 DU1896
 DU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7584888334(NAD 83)
 DU1896_MARKER: DS = TRIANGULATION STATION DISK
 DU1896_SETTING: 80 = SET IN A BOULDER
 DU1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1896+STABILITY: SURFACE MOTION
 DU1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1896+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2008
 DU1896
 DU1896  HISTORY     - Date     Condition        Report By
 DU1896  HISTORY     - 1946     MONUMENTED       USGS
 DU1896  HISTORY     - 1965     GOOD             USGS
 DU1896  HISTORY     - 20080907 GOOD             GEOCAC
 DU1896
 DU1896                          STATION DESCRIPTION
 DU1896
 DU1896'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1896'LOCATED ABOUT 2.5 MI N. OF HEWITT RANCH, NOW WILLIAM H. MARTIN
 DU1896'RANCH.  ON HIGHEST POINT OF LOW, ROUNDED HILL OF REDDISH COLOR.
 DU1896'
 DU1896'TO REACH FROM SUPERIOR POST OFFICE, DRIVE 4.4 MI W. ON HWY. 60.
 DU1896'TURN RIGHT ON OLD SUPERIOR RD. AND CONTINUE 7.7 MI W., TURN RIGHT
 DU1896'2.3 MI W.  LEAVE RD. AND DRIVE 0.5 MI E. TO END OF TRUCK TRAVEL.
 DU1896'FOLLOW DRY WASH ABOUT 0.5 MI NE.  CLIMB TO SUMMIT AND STATION.  A
 DU1896'35-MINUTE PACK.
 DU1896'
 DU1896'STATION MARK--STANDARD TABLET STAMPED---MILLSITE 1946---, CEMENTED
 DU1896'IN BOULDER.
 DU1896'
 DU1896'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK
 DU1896'OUTCROP.
 DU1896
 DU1896                          STATION RECOVERY (1965)
 DU1896
 DU1896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU1896'RECOVERED IN GOOD CONDITION.
 DU1896'
 DU1896'REACHED BY HELICOPTER.
 DU1896
 DU1896                          STATION RECOVERY (2008)
 DU1896
 DU1896'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1007 ***********************************************************************
 ES1007  DESIGNATION -  MILOS
 ES1007  PID         -  ES1007
 ES1007  STATE/COUNTY-  AZ/COCONINO
 ES1007  USGS QUAD   -  MORMON MOUNTAIN (1974)
 ES1007
 ES1007                         *CURRENT SURVEY CONTROL
 ES1007  ___________________________________________________________________
 ES1007* NAD 83(1992)-  34 54 17.66226(N)    111 33 02.45055(W)     ADJUSTED  
 ES1007* NAVD 88     -      2296.     (meters)    7533.     (feet)  SCALED    
 ES1007  ___________________________________________________________________
 ES1007  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 ES1007  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ES1007  HORZ ORDER  -  SECOND
 ES1007
 ES1007.The horizontal coordinates were established by classical geodetic methods
 ES1007.and adjusted by the National Geodetic Survey in August 1993.
 ES1007
 ES1007.The orthometric height was scaled from a topographic map.
 ES1007
 ES1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1007
 ES1007.The geoid height was determined by GEOID03.
 ES1007
 ES1007;                    North         East     Units Scale Factor Converg.
 ES1007;SPC AZ C     -   433,086.716   246,805.529   MT  0.99991378   +0 12 33.9
 ES1007;SPC AZ C     - 1,420,888.18    809,729.43   iFT  0.99991378   +0 12 33.9
 ES1007;UTM  12      - 3,862,635.948   449,691.139   MT  0.99963119   -0 18 54.4
 ES1007
 ES1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1007!SPC AZ C     -   0.99964339  x   0.99991378  =   0.99955721
 ES1007!UTM  12      -   0.99964339  x   0.99963119  =   0.99927472
 ES1007
 ES1007|---------------------------------------------------------------------|
 ES1007| PID    Reference Object                     Distance      Geod. Az  |
 ES1007|                                                           dddmmss.s |
 ES1007| CH3685 MILOS RM 1                            7.403 METERS 11200     |
 ES1007| CH3686 MILOS RM 2                            7.355 METERS 24525     |
 ES1007| CH3684 MILOS AZ MK                                        3125738.0 |
 ES1007|---------------------------------------------------------------------|
 ES1007
 ES1007                          SUPERSEDED SURVEY CONTROL
 ES1007
 ES1007  NAD 83(1986)-  34 54 17.65905(N)    111 33 02.44759(W) AD(       ) 2
 ES1007  NAD 27      -  34 54 17.60160(N)    111 32 59.90260(W) AD(       ) 2
 ES1007
 ES1007.Superseded values are not recommended for survey control.
 ES1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1007.See file dsdata.txt to determine how the superseded data were derived.
 ES1007
 ES1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4969162636(NAD 83)
 ES1007_MARKER: DS = TRIANGULATION STATION DISK
 ES1007_SETTING: 80 = SET IN A BOULDER
 ES1007_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1007
 ES1007  HISTORY     - Date     Condition        Report By
 ES1007  HISTORY     - 1959     MONUMENTED       CGS
 ES1007  HISTORY     - 1968     GOOD             AMS
 ES1007
 ES1007                          STATION DESCRIPTION
 ES1007
 ES1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1007'THE STATION IS ON A WOODED RIDGE, ABOUT 12 MILES NORTHEAST
 ES1007'OF SEDONA, ABOUT 5 MILES WEST OF THE SOUTH END OF MORMON LAKE
 ES1007'AND ABOUT 1-1/2 MILES SOUTHWEST OF BERT LEE PARK.
 ES1007'
 ES1007'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FLAGSTAFF
 ES1007'GO SOUTHWEST AND SOUTH ON U.S. HIGHWAYS 66 AND 89 FOR 0.7 MILE
 ES1007'TO THE JUNCTION OF U.S. HIGHWAYS 66, 89 AND 89A, IN THE SOUTHWEST
 ES1007'PART OF FLAGSTAFF.  GO SOUTH ON U.S. HIGHWAY 89A, TOWARDS
 ES1007'SEDONA, FOR 1.5 MILES TO A FORK, TAKE LEFT FORK TOWARDS
 ES1007'MORMON LAKE AND GO 19.6 MILES TO A T ROAD RIGHT AND A SIGN ON
 ES1007'THE RIGHT, ST. JOSEPH YOUTH CAMP 5.  TURN RIGHT AS PER SIGN
 ES1007'AND FOLLOW THE GRAVELED ROAD WEST AND SOUTH FOR 4.7 MILES
 ES1007'TO A T ROAD RIGHT, JUST BEFORE REACHING THE YOUTH CAMP, TURN
 ES1007'RIGHT AND FOLLOW THE GRAVELED ROAD WEST FOR 2.1 MILES TO A
 ES1007'FORK.  TAKE LEFT FORK AND GO SOUTHWEST FOR 2.2 MILES TO A T
 ES1007'ROAD RIGHT AND A SIGN, CASNER PARK 4.  TURN RIGHT AS PER
 ES1007'SIGN AND GO 0.3 MILE TO A DIRT ROAD ON THE LEFT.  HERE
 ES1007'LEAVE THE MAIN TRAVELED ROAD AND FOLLOW THE DIRT ROAD
 ES1007'SOUTHWEST FOR 0.1 MILE TO A RAILROAD SIDING, CROSS THE
 ES1007'SIDING AND GO SOUTH ALONG THE EAST SIDE OF THE MAIN TRACKS
 ES1007'FOR 0.1 MILE, THEN CROSS THE MAIN TRACKS AND CONTINUE SOUTH
 ES1007'ALONG THE WEST SIDE OF THE TRACKS FOR 1.0 MILE TO AN OLD
 ES1007'TRACK ROAD ON THE RIGHT, JUST BEFORE REACHING MILE POST
 ES1007'26.  TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTHWEST UP THE
 ES1007'HILL FOR 0.2 MILE TO THE REMAINS OF AN OLD CAMP AND THE END OF
 ES1007'TRUCK TRAVEL.  FROM HERE PACK NORTHWEST FOR ABOUT 10
 ES1007'MINUTES TO THE HIGHEST PART OF THE HILL AND THE STATION.
 ES1007'
 ES1007'TO REACH THE AZIMUTH MARK FROM THE RAILROAD SIDING GO NORTHEAST
 ES1007'FOR 0.1 MILE TO THE MAIN TRAVELED ROAD, TURN SHARP LEFT AND
 ES1007'FOLLOW THE MAIN TRAVELED ROAD WESTERLY FOR 0.4 MILE TO A
 ES1007'RAILROAD CROSSING.  CONTINUE WEST AND SOUTH ON THE MAIN TRAVELED
 ES1007'ROAD FOR 1.1 MILES TO A FORK, TAKE RIGHT FORK AND GO WESTERLY
 ES1007'FOR 0.8 MILE TO A TRACK ROAD LEFT, TURN LEFT AND GO 0.05
 ES1007'MILE TO THE AZIUMUTH MARK ON THE RIGHT, JUST BEFORE REACHING
 ES1007'A GATE IN AN EAST-WEST FENCE LINE.
 ES1007'
 ES1007'THE STATION MARK, STAMPED MILOS 1959, IS A STANDARD DISK
 ES1007'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 ES1007'IT IS 10.0 FEET SOUTHWEST OF THE WITNESS POST SIGN.
 ES1007'
 ES1007'REFERENCE MARK NO. 1, STAMPED MILOS NO 1 1959, IS A STANDARD
 ES1007'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18
 ES1007'INCHES.  IT IS 16.5 FEET EAST OF THE WITNESS POST SIGN.
 ES1007'
 ES1007'REFERENCE MARK NO. 2, STAMPED MILOS NO 2 1959, IS A STANDARD
 ES1007'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 ES1007'INCHES.  IT IS 33.3 FEET SOUTH OF THE WITNESS POST SIGN.
 ES1007'
 ES1007'THE AZIMUTH MARK, STAMPED MILOS 1959, IS A STANDARD DISK SET
 ES1007'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 8 INCHES.
 ES1007'IT IS 12.7 FEET NORTHEAST OF THE WITNESS POST SIGN AND 9 FEET
 ES1007'WEST OF THE CENTER OF THE TRACK ROAD.
 ES1007
 ES1007                          STATION RECOVERY (1968)
 ES1007
 ES1007'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 ES1007'STATION R.M.S AND AZIMUTH MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1681 ***********************************************************************
 DV1681  DESIGNATION -  MILT
 DV1681  PID         -  DV1681
 DV1681  STATE/COUNTY-  AZ/MARICOPA
 DV1681  USGS QUAD   -  PHOENIX (1982)
 DV1681
 DV1681                         *CURRENT SURVEY CONTROL
 DV1681  ___________________________________________________________________
 DV1681* NAD 83(1986)-  33 27 04.     (N)    112 06 32.     (W)     SCALED    
 DV1681* NAVD 88     -       327.103  (meters)    1073.17   (feet)  ADJUSTED  
 DV1681  ___________________________________________________________________
 DV1681  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1681  DYNAMIC HT  -         326.724 (meters)    1071.93  (feet)  COMP
 DV1681  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DV1681
 DV1681  VERT ORDER  -  SECOND    CLASS I
 DV1681
 DV1681.The horizontal coordinates were scaled from a topographic map and have
 DV1681.an estimated accuracy of +/- 6 seconds.
 DV1681
 DV1681.The orthometric height was determined by differential leveling
 DV1681.and adjusted in November 1993.
 DV1681
 DV1681.The geoid height was determined by GEOID03.
 DV1681
 DV1681.The dynamic height is computed by dividing the NAVD 88
 DV1681.geopotential number by the normal gravity value computed on the
 DV1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1681.degrees latitude (g = 980.6199 gals.).
 DV1681
 DV1681.The modeled gravity was interpolated from observed gravity values.
 DV1681
 DV1681;                    North         East    Units  Estimated Accuracy
 DV1681;SPC AZ C     -   271,800.      195,490.      MT  (+/- 180 meters Scaled)
 DV1681
 DV1681                          SUPERSEDED SURVEY CONTROL
 DV1681
 DV1681.No superseded survey control is available for this station.
 DV1681
 DV1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969018(NAD 83)
 DV1681_MARKER: DB = BENCH MARK DISK
 DV1681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1681_SP_SET: CONCRETE CURB
 DV1681_STAMPING: MILT 1967
 DV1681_MARK LOGO: AZDT  
 DV1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1681
 DV1681  HISTORY     - Date     Condition        Report By
 DV1681  HISTORY     - 1967     MONUMENTED       AZDT
 DV1681  HISTORY     - 1979     GOOD             AZDT
 DV1681
 DV1681                          STATION DESCRIPTION
 DV1681
 DV1681'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1681'IN PHOENIX.
 DV1681'IN PHOENIX, FROM THE INTERSECTION OF 19TH AVENUE AND INTERSTATE 17
 DV1681'TRAVEL NORTH ALONG INTERSTATE 17 FOR 2.14 MI (3.45 KM) TO VAN BUREN
 DV1681'STREET, THENCE NORTH ALONG THE NORTHBOUND FRONTAGE ROAD FOR 400.0 FT
 DV1681'(121.9 METERS) TO THE MARK ON THE RIGHT, 4.1 FT (1.25 METERS) SOUTH OF
 DV1681'THE NORTH END OF THE EAST CURB IN FRONT OF THE CAR DOCTOR, A STANDARD
 DV1681'AZDT BRASS CAP EPOXIED ON THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0165 ***********************************************************************
 FR0165  DESIGNATION -  MIN
 FR0165  PID         -  FR0165
 FR0165  STATE/COUNTY-  AZ/COCONINO
 FR0165  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0165
 FR0165                         *CURRENT SURVEY CONTROL
 FR0165  ___________________________________________________________________
 FR0165* NAD 83(1992)-  35 15 33.12481(N)    112 00 47.37265(W)     ADJUSTED  
 FR0165* NAVD 88     -      2213.030  (meters)    7260.58   (feet)  ADJUSTED  
 FR0165  ___________________________________________________________________
 FR0165  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FR0165  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FR0165  DYNAMIC HT  -        2209.887 (meters)    7250.27  (feet)  COMP
 FR0165  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 FR0165
 FR0165  HORZ ORDER  -  SECOND
 FR0165  VERT ORDER  -  SECOND    CLASS 0
 FR0165
 FR0165.The horizontal coordinates were established by classical geodetic methods
 FR0165.and adjusted by the National Geodetic Survey in August 1993.
 FR0165
 FR0165.The orthometric height was determined by differential leveling
 FR0165.and adjusted in June 1991.
 FR0165
 FR0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0165
 FR0165.The geoid height was determined by GEOID03.
 FR0165
 FR0165.The dynamic height is computed by dividing the NAVD 88
 FR0165.geopotential number by the normal gravity value computed on the
 FR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0165.degrees latitude (g = 980.6199 gals.).
 FR0165
 FR0165.The modeled gravity was interpolated from observed gravity values.
 FR0165
 FR0165;                    North         East     Units Scale Factor Converg.
 FR0165;SPC AZ C     -   472,332.169   204,580.129   MT  0.99990095   -0 03 20.5
 FR0165;SPC AZ C     - 1,549,646.22    671,194.65   iFT  0.99990095   -0 03 20.5
 FR0165;UTM  12      - 3,902,258.542   407,838.431   MT  0.99970467   -0 35 05.7
 FR0165
 FR0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0165!SPC AZ C     -   0.99965642  x   0.99990095  =   0.99955741
 FR0165!UTM  12      -   0.99965642  x   0.99970467  =   0.99936119
 FR0165
 FR0165|---------------------------------------------------------------------|
 FR0165| PID    Reference Object                     Distance      Geod. Az  |
 FR0165|                                                           dddmmss.s |
 FR0165| FR0164 MIN RM 1                              8.738 METERS 04648     |
 FR0165| FR0158 PORT                                APPROX. 4.8 KM 2762533.8 |
 FR0165| FR0166 MIN RM 2                              7.803 METERS 32414     |
 FR0165|---------------------------------------------------------------------|
 FR0165
 FR0165                          SUPERSEDED SURVEY CONTROL
 FR0165
 FR0165  NAD 83(1986)-  35 15 33.12260(N)    112 00 47.36920(W) AD(       ) 2
 FR0165  NAD 27      -  35 15 33.08010(N)    112 00 44.78340(W) AD(       ) 2
 FR0165  NGVD 29 (??/??/92) 2212.022  (m)         7257.28   (f) ADJ UNCH    2 0
 FR0165
 FR0165.Superseded values are not recommended for survey control.
 FR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0165.See file dsdata.txt to determine how the superseded data were derived.
 FR0165
 FR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0783802259(NAD 83)
 FR0165_MARKER: DS = TRIANGULATION STATION DISK
 FR0165_SETTING: 66 = SET IN ROCK OUTCROP
 FR0165_SP_SET: BEDROCK OUTCROP
 FR0165_STAMPING: MIN 1958
 FR0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0165+STABILITY: POSITION/ELEVATION WELL
 FR0165
 FR0165  HISTORY     - Date     Condition        Report By
 FR0165  HISTORY     - 1958     MONUMENTED       CGS
 FR0165  HISTORY     - 1958     GOOD             CGS
 FR0165
 FR0165                          STATION DESCRIPTION
 FR0165
 FR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0165'THE STATION IS LOCATED ON THE TOP OF A TREE AND BRUSH COVERED
 FR0165'HILL.  IT IS 11 MILES AIRLINE EAST OF WILLIAMS, 4 MILES WEST
 FR0165'OF PARKS AND ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY 66 AND 89.
 FR0165'
 FR0165'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS, GO
 FR0165'EAST ON U.S. HIGHWAY 66 AND 89 FOR 2.3 MILES TO THE JUNCTION
 FR0165'OF STATE HIGHWAY 64, CONTINUE AHEAD EAST ON U.S. HIGHWAY 66
 FR0165'AND 89 FOR 6.1 MILES TO THE WAGON WHEEL MOTEL AND SERVICE
 FR0165'STATION ON THE LEFT, CONTINUE EAST ON THE HIGHWAY FOR 2.3
 FR0165'MILES TO A STOCK GUARD ON EACH SIDE OF THE HIGHWAY, TURN
 FR0165'RIGHT, SOUTH, AND FOLLOW THE TRACK ROAD FOR 0.25 MILE TO A
 FR0165'FORK, TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD FOR 0.65
 FR0165'MILE TO A DRY WASH ACROSS THE ROAD, CROSS THE WASH AND
 FR0165'CONTINUE WESTERLY FOR ABOUT 100 YARDS, TURN RIGHT LEAVING THE
 FR0165'TRACK ROAD AND GO UPHILL ACROSS COUNTRY FOR 0.4 MILE TO
 FR0165'THE TOP OF THE HILL AND THE STATION.
 FR0165'
 FR0165'THE STATION MARK, STAMPED MIN 1958, IS A STANDARD DISK CEMENTED
 FR0165'IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE SOUTHEAST SIDE
 FR0165'OF THE HILL.  IT IS ABOUT 5 FEET BELOW THE HIGHEST PART OF THE
 FR0165'HILL AND 5 FEET EAST OF A WITNESS SIGN POST.
 FR0165'
 FR0165'REFERENCE MARK NO. 1, STAMPED MIN NO 1 1958, IS A STANDARD
 FR0165'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE
 FR0165'SOUTHEAST EDGE OF THE HILL.  IT IS 31 FEET NORTHEAST OF A
 FR0165'WITNESS SIGN POST AND 1 FOOT BELOW THE ELEVATION OF THE STATION.
 FR0165'
 FR0165'REFERENCE MARK NO. 2, STAMPED MIN NO 2 1958, IS A STANDARD
 FR0165'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FR0165'12 INCHES AND IS 22 FEET NORTHWEST OF A WITNESS SIGN POST.
 FR0165
 FR0165                          STATION RECOVERY (1958)
 FR0165
 FR0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0165'11.0 MI E FROM WILLIAMS.
 FR0165'10.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0165'WILLIAMS, THENCE RIGHT ON TRACK ROAD FOR 0.25 MILE, TAKE RIGHT FORK
 FR0165'AND GO 0.65 MILE TO A DRY WASH, CROSS THE WASH AND GO 100 YARDS,
 FR0165'THENCE TURN RIGHT LEAVING THE TRACK ROAD AND GO UPHILL ACROSS COUNTRY
 FR0165'FOR 0.4 MILE TO THE TOP OF THE HILL, 5 FEET BELOW THE HIGHEST PART OF
 FR0165'THE HILL, 5 FEET EAST OF A WITNESS POST AND CEMENTED IN A DRILL HOLE
 FR0165'IN OUTCROPPING BEDROCK AT THE SOUTHEAST SIDE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0164 ***********************************************************************
 FR0164  DESIGNATION -  MIN RM 1
 FR0164  PID         -  FR0164
 FR0164  STATE/COUNTY-  AZ/COCONINO
 FR0164  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0164
 FR0164                         *CURRENT SURVEY CONTROL
 FR0164  ___________________________________________________________________
 FR0164* NAD 83(1986)-  35 15 33.     (N)    112 00 47.     (W)     SCALED    
 FR0164* NAVD 88     -      2212.757  (meters)    7259.69   (feet)  ADJUSTED  
 FR0164  ___________________________________________________________________
 FR0164  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FR0164  DYNAMIC HT  -        2209.614 (meters)    7249.38  (feet)  COMP
 FR0164  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 FR0164
 FR0164  VERT ORDER  -  SECOND    CLASS 0
 FR0164
 FR0164.The horizontal coordinates were scaled from a topographic map and have
 FR0164.an estimated accuracy of +/- 6 seconds.
 FR0164
 FR0164.The orthometric height was determined by differential leveling
 FR0164.and adjusted in June 1991.
 FR0164
 FR0164.The geoid height was determined by GEOID03.
 FR0164
 FR0164.The dynamic height is computed by dividing the NAVD 88
 FR0164.geopotential number by the normal gravity value computed on the
 FR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0164.degrees latitude (g = 980.6199 gals.).
 FR0164
 FR0164.The modeled gravity was interpolated from observed gravity values.
 FR0164
 FR0164;                    North         East    Units  Estimated Accuracy
 FR0164;SPC AZ C     -   472,330.      204,590.      MT  (+/- 180 meters Scaled)
 FR0164
 FR0164                          SUPERSEDED SURVEY CONTROL
 FR0164
 FR0164  NGVD 29 (??/??/92) 2211.748  (m)         7256.38   (f) ADJ UNCH    2 0
 FR0164
 FR0164.Superseded values are not recommended for survey control.
 FR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0164.See file dsdata.txt to determine how the superseded data were derived.
 FR0164
 FR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE078022(NAD 83)
 FR0164_MARKER: DR = REFERENCE MARK DISK
 FR0164_SETTING: 66 = SET IN ROCK OUTCROP
 FR0164_SP_SET: BEDROCK OUTCROP
 FR0164_STAMPING: MIN NO 1 1958
 FR0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0164+STABILITY: POSITION/ELEVATION WELL
 FR0164
 FR0164  HISTORY     - Date     Condition        Report By
 FR0164  HISTORY     - 1958     MONUMENTED       CGS
 FR0164
 FR0164                          STATION DESCRIPTION
 FR0164
 FR0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0164'11.0 MI E FROM WILLIAMS.
 FR0164'10.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0164'WILLIAMS, THENCE RIGHT ON TRACK ROAD FOR 0.25 MILE, TAKE RIGHT FORK
 FR0164'AND GO 0.65 MILE TO A DRY WASH, CROSS THE WASH AND GO 100 YARDS,
 FR0164'THENCE TURN RIGHT LEAVING THE TRACK ROAD AND GO UPHILL ACROSS COUNTRY
 FR0164'FOR 0.4 MILE TO THE TOP OF THE HILL, 31 FEET NORTHEAST OF A WITNESS
 FR0164'POST, AT THE SOUTHEAST EDGE OF THE HILL AND CEMENTED IN A DRILL HOLE
 FR0164'IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0166 ***********************************************************************
 FR0166  DESIGNATION -  MIN RM 2
 FR0166  PID         -  FR0166
 FR0166  STATE/COUNTY-  AZ/COCONINO
 FR0166  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0166
 FR0166                         *CURRENT SURVEY CONTROL
 FR0166  ___________________________________________________________________
 FR0166* NAD 83(1986)-  35 15 33.     (N)    112 00 47.     (W)     SCALED    
 FR0166* NAVD 88     -      2213.338  (meters)    7261.59   (feet)  ADJUSTED  
 FR0166  ___________________________________________________________________
 FR0166  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FR0166  DYNAMIC HT  -        2210.195 (meters)    7251.28  (feet)  COMP
 FR0166  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 FR0166
 FR0166  VERT ORDER  -  SECOND    CLASS 0
 FR0166
 FR0166.The horizontal coordinates were scaled from a topographic map and have
 FR0166.an estimated accuracy of +/- 6 seconds.
 FR0166
 FR0166.The orthometric height was determined by differential leveling
 FR0166.and adjusted in June 1991.
 FR0166
 FR0166.The geoid height was determined by GEOID03.
 FR0166
 FR0166.The dynamic height is computed by dividing the NAVD 88
 FR0166.geopotential number by the normal gravity value computed on the
 FR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0166.degrees latitude (g = 980.6199 gals.).
 FR0166
 FR0166.The modeled gravity was interpolated from observed gravity values.
 FR0166
 FR0166;                    North         East    Units  Estimated Accuracy
 FR0166;SPC AZ C     -   472,330.      204,590.      MT  (+/- 180 meters Scaled)
 FR0166
 FR0166                          SUPERSEDED SURVEY CONTROL
 FR0166
 FR0166  NGVD 29 (??/??/92) 2212.330  (m)         7258.29   (f) ADJ UNCH    2 0
 FR0166
 FR0166.Superseded values are not recommended for survey control.
 FR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0166.See file dsdata.txt to determine how the superseded data were derived.
 FR0166
 FR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE078022(NAD 83)
 FR0166_MARKER: DR = REFERENCE MARK DISK
 FR0166_SETTING: 80 = SET IN A BOULDER
 FR0166_SP_SET: BOULDER
 FR0166_STAMPING: MIN NO 2 1958
 FR0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0166+STABILITY: SURFACE MOTION
 FR0166
 FR0166  HISTORY     - Date     Condition        Report By
 FR0166  HISTORY     - 1958     MONUMENTED       CGS
 FR0166
 FR0166                          STATION DESCRIPTION
 FR0166
 FR0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0166'11.0 MI E FROM WILLIAMS.
 FR0166'10.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0166'WILLIAMS, THENCE RIGHT ON TRACK ROAD FOR 0.25 MILE, TAKE RIGHT FORK
 FR0166'AND GO 0.65 MILE TO A DRY WASH, CROSS THE WASH AND GO 100 YARDS,
 FR0166'THENCE TURN RIGHT LEAVING THE TRACK ROAD AND GO UPHILL ACROSS COUNTRY
 FR0166'FOR 0.4 MILE TO THE TOP OF THE HILL, 22 FEET NORTHWEST OF WITNESS POST
 FR0166'AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1995 ***********************************************************************
 DU1995  DESIGNATION -  MINE
 DU1995  PID         -  DU1995
 DU1995  STATE/COUNTY-  AZ/GILA
 DU1995  USGS QUAD   -  GLOBE (1982)
 DU1995
 DU1995                         *CURRENT SURVEY CONTROL
 DU1995  ___________________________________________________________________
 DU1995* NAD 83(1992)-  33 26 13.95335(N)    110 46 00.16218(W)     ADJUSTED  
 DU1995* NAVD 88     -      1462.3    (meters)    4798.     (feet)  VERTCON   
 DU1995  ___________________________________________________________________
 DU1995  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 DU1995  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DU1995  HORZ ORDER  -  FIRST
 DU1995
 DU1995.The horizontal coordinates were established by classical geodetic methods
 DU1995.and adjusted by the National Geodetic Survey in August 1993.
 DU1995
 DU1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1995
 DU1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1995
 DU1995.The geoid height was determined by GEOID03.
 DU1995
 DU1995;                    North         East     Units Scale Factor Converg.
 DU1995;SPC AZ E     -   270,397.840   157,567.241   MT  0.99993836   -0 19 50.3
 DU1995;SPC AZ E     -   887,132.02    516,952.89   iFT  0.99993836   -0 19 50.3
 DU1995;UTM  12      - 3,699,782.034   521,684.725   MT  0.99960580   +0 07 42.8
 DU1995
 DU1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1995!SPC AZ E     -   0.99977474  x   0.99993836  =   0.99971312
 DU1995!UTM  12      -   0.99977474  x   0.99960580  =   0.99938063
 DU1995
 DU1995|---------------------------------------------------------------------|
 DU1995| PID    Reference Object                     Distance      Geod. Az  |
 DU1995|                                                           dddmmss.s |
 DU1995| CD2345 MINE RM 1                            10.918 METERS 12041     |
 DU1995| DU1994 IRON PIPE IN TRIANGULAR BASE          2.715 METERS 14416     |
 DU1995| CD2344 MINE AZ MK                                         1611146.0 |
 DU1995| DU1999 SIGNAL PEAK LOOKOUT TOWER           APPROX.17.2 KM 2015921.3 |
 DU1995| CD2346 MINE RM 2                             3.261 METERS 23423     |
 DU1995| DU1991 MIAMI INSPIRATION COPPER STK        APPROX. 8.8 KM 2512133.5 |
 DU1995|---------------------------------------------------------------------|
 DU1995
 DU1995                          SUPERSEDED SURVEY CONTROL
 DU1995
 DU1995  NAD 83(1986)-  33 26 13.94865(N)    110 46 00.16258(W) AD(       ) 1
 DU1995  NAD 27      -  33 26 13.75200(N)    110 45 57.76700(W) AD(       ) 1
 DU1995  NGVD 29 (07/19/86) 1461.7    (m)         4796.     (f) VERT ANG    3  
 DU1995
 DU1995.Superseded values are not recommended for survey control.
 DU1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1995.See file dsdata.txt to determine how the superseded data were derived.
 DU1995
 DU1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2168599782(NAD 83)
 DU1995_MARKER: DS = TRIANGULATION STATION DISK
 DU1995_SETTING: 80 = SET IN A BOULDER
 DU1995_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1995+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1995
 DU1995  HISTORY     - Date     Condition        Report By
 DU1995  HISTORY     - 1938     MONUMENTED       CGS
 DU1995  HISTORY     - 1945     GOOD             CGS
 DU1995  HISTORY     - 1947     GOOD             CGS
 DU1995  HISTORY     - 20061112 GOOD             GEOCAC
 DU1995
 DU1995                          STATION DESCRIPTION
 DU1995
 DU1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1995'STATION IS LOCATED ON A SHARP ROCKY HILL ABOUT 2-1/2 MILES ENE OF
 DU1995'GLOBE.  THE TOP OF THE HILL IS COVERED WITH LOOSE BOULDERS AND IS
 DU1995'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 DU1995'
 DU1995'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 DU1995'BOULDERS.
 DU1995'
 DU1995'TO REACH STATION FROM THE POST OFFICE IN GLOBE, GO N 1 BLOCK.
 DU1995'CONTINUE N WHERE THE HIGHWAY TURNS LEFT (W) FOR 0.1 MILE.  THENCE
 DU1995'TURN RIGHT (E) AND GO 0.1 MILE.  THENCE LEFT AND GO 0.2 MILE
 DU1995'CROSSING BRIDGE.  THENCE RIGHT AND GO 0.1 MILE.  THENCE LEFT AND
 DU1995'GO 0.05 MILE.  THENCE RIGHT AND FOLLOW UP THE S SIDE OF CANYON
 DU1995'FOR 2.55 MILES TO THE AZIMUTH MARK WHICH IS SET IN THE N ABUTMENT
 DU1995'OF CULVERT.  CONTINUE 0.1 MILE TO THE TOP OF THE GRADE AND A
 DU1995'SIDE ROAD LEFT WHICH LEADS TO AN OLD MINE SHAFT.  TURN LEFT
 DU1995'ON SIDE ROAD AND GO 0.1 MILE TO THE MINE SHAFT AND END OF
 DU1995'TRUCK TRAVEL.  FROM HERE CLIMB NW TO THE HIGHEST POINT AND
 DU1995'STATION.  A 50-MINUTE PACK.
 DU1995
 DU1995                          STATION RECOVERY (1945)
 DU1995
 DU1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1995'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  NOT VISITED BY
 DU1995'AN OBSERVING UNIT.  THE FOLLOWING DESCRIPTION IS BASED ON DATA
 DU1995'GATHERED BY A LIGHTKEEPER.
 DU1995'
 DU1995'STATION IS LOCATED ON A SHARP, ROCKY HILL (THE TOP OF WHICH IS
 DU1995'COVERED WITH LOOSE BOULDERS) LYING ABOUT 2-1/2 MILES ENE OF
 DU1995'GLOBE.  IT IS THE HIGHEST POINT IN THE VICINITY.
 DU1995'
 DU1995'STATION IS MARKED BY A BRONZE STATION DISK CEMENTED IN A DRILL
 DU1995'HOLE IN A BOULDER.  STAMPED MINE 1938.
 DU1995'
 DU1995'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 DU1995'HOLE IN A BOULDER.  IT IS ESE OF THE STATION, ABOUT 5 FEET LOWER,
 DU1995'AND IS STAMPED MINE NO 1 1938.
 DU1995'
 DU1995'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 DU1995'HOLE IN A BOULDER.  IT IS WSW OF THE STATION, ABOUT 6 INCHES
 DU1995'HIGHER, AND IS STAMPED MINE 1938 NO 2.
 DU1995'
 DU1995'AZIMUTH MARK IS A BRONZE AZIMUTH DISK AND IS STAMPED MINE 1938.
 DU1995'IT IS SSE OF THE STATION, IN THE CULVERT ABUTMENT MENTIONED BELOW,
 DU1995'AND IS 8 FEET N OF ROAD CENTER.  IT IS 1-1/2 FEET HIGHER THAN ROAD
 DU1995'SURFACE.
 DU1995'
 DU1995'ABOUT 9 FEET SSE OF THE STATION A 10-FOOT IRON PIPE PROJECTS FROM
 DU1995'A 15-INCH TRIANGULAR IRON PLATE WHICH IS BOLTED TO A BOULDER.
 DU1995'
 DU1995'TO REACH STATION FROM THE POST OFFICE AT GLOBE, GO N 1 BLOCK.
 DU1995'CONTINUE N WHERE HIGHWAY TURNS LEFT (W) 0.1 MILE.  THENCE RIGHT
 DU1995'0.1 MILE.  THENCE LEFT 0.2 MILE, CROSSING BRIDGE.  THENCE RIGHT
 DU1995'0.1 MILE.  THENCE LEFT 0.05 MILE.  THENCE RIGHT AND FOLLOW UP S
 DU1995'SIDE OF CANYON 2.55 MILES TO AZIMUTH MARK WHICH IS SET IN THE N
 DU1995'ABUTMENT OF A CULVERT.  CONTINUE 0.1 MILE TO TOP OF GRADE AND A
 DU1995'SIDE ROAD LEFT WHICH LEADS TO AN OLD MINE SHAFT.  TURN LEFT ON
 DU1995'THIS SIDE ROAD AND GO 0.1 MILE TO MINE SHAFT AND END OF TRUCK
 DU1995'TRAVEL.  FROM HERE CLIMB NW TO HIGHEST POINT AND STATION.  A
 DU1995'3/4-HOUR PACK.
 DU1995
 DU1995                          STATION RECOVERY (1947)
 DU1995
 DU1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU1995'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 DU1995'EXCEPTION OF DIRECTION OF REFERENCE MARKS.  CORRECT DIRECTIONS
 DU1995'GIVEN BELOW.
 DU1995'
 DU1995'THE STATION IS LOCATED ABOUT 2.5 MILES EAST-NORTHEAST OF GLOBE ON
 DU1995'A SHARP ROCKY HILL THE TOP OF WHICH IS COVERED WITH LOOSE
 DU1995'BOULDERS.  THE STATION MARK IS A BRONZE DISK,
 DU1995'SET FLUSH 11 FEET EAST OF THE WEST BRIM, 5 FEET WEST OF EAST
 DU1995'BRIM AND IS STAMPED--MINE 1938.
 DU1995'
 DU1995'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DU1995'SET FLUSH 5 FEET LOWER THAN STATION MARK AND STAMPED--MINE NO 1
 DU1995'1938.
 DU1995'
 DU1995'REFERENCE MARK NO. 2 IS A BRONZE DISK SET
 DU1995'FLUSH 1 FOOT HIGHER THAN STATION MARK AND STAMPED--MINE NO 2
 DU1995'1938.
 DU1995'
 DU1995'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE CONCRETE HEADWALL OF
 DU1995'A CULVERT, 9 FEET NORTH OF THE CENTER LINE OF ROAD, PROJECTS 14
 DU1995'INCHES AND IS STAMPED--MINE 1938.
 DU1995'
 DU1995'TO REACH STATION FROM THE COURT HOUSE IN GLOBE, GO NORTHERLY ON
 DU1995'MAIN STREET 0.35 MILE TO A STREET RIGHT.  TURN RIGHT, CROSS
 DU1995'CONCRETE BRIDGE, GO 0.2 MILE TO CROSS STREET.  CONTINUE STRAIGHT
 DU1995'AHEAD ON GRADED ROAD 2.45 MILES TO REMAINS OF OLD BUILDINGS ON
 DU1995'RIGHT AND AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE
 DU1995'STRAIGHT AHEAD 0.1 MILE TO FORK.  TURN LEFT, GO 100 FEET TO
 DU1995'ROAD LEFT.  TURN LEFT, GO 100 FEET TO FORK.  TURN RIGHT, GO 0.1
 DU1995'MILE TO REMAINS OF OLD MINE AND END OF TRUCK TRAVEL.  FROM
 DU1995'HERE WALK NORTHWESTERLY TO HIGHEST POINT OF HILL AND STATION.
 DU1995'A 30-MINUTE PACK.
 DU1995'
 DU1995'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
 DU1995
 DU1995                          STATION RECOVERY (2006)
 DU1995
 DU1995'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1995'RECOVERED AS DESCRIBED, THE STATION MARK AND REFERENCE MARKS ARE ALL
 DU1995'IN GOOD CONDITION.
 DU1995'THE ROADS IN THE AREA HAVE BEEN CHANGED, AND A NEW TO REACH FOLLOWS.
 DU1995'FROM THE GILA COUNTY COURTHOUSE IN GLOBE, TRAVEL 1.75 MILES WEST ON US
 DU1995'60 TO THE INTERSECTION WITH BROAD STREET ON THE RIGHT. TURN RIGHT ON
 DU1995'BROAD STREET AND PROCEED 0.16 MILES TO THE INTERSECTION OF YUMA STREET
 DU1995'ON THE LEFT. TURN LEFT AND PROCEED 0.27 MILES TO A FOUR-WAY STOP AT
 DU1995'HIGH STREET.
 DU1995'JOG LEFT, AND THEN RIGHT AGAIN, TO PROCEED NORTHEASTWARD ON COPPER
 DU1995'HILL ROAD. CONTINUE ON COPPER HILL ROAD FOR 2.15 MILES TO THE JUNCTION
 DU1995'OF BLACK PEAK ROAD, ON THE LEFT. TURN LEFT ON BLACK PEAK ROAD, AND
 DU1995'PROCEED 0.44 MILES TO A WYE INTERSECTION OF SUNSET LANE, ON THE RIGHT.
 DU1995'TURN RIGHT ON SUNSET LANE, AND PROCEED 0.53 MILES TO THE TOP OF THE
 DU1995'GRADE, AND THE END OF TRUCK TRAVEL.
 DU1995'THERE IS A GRADED DRIVEWAY EXTENDING FROM THE SUMMIT OF THE PUBLIC
 DU1995'ROAD TO A PRIVATE LOT ABOUT 100 FEET SOUTH OF, AND 50 FEET BELOW THE
 DU1995'MARK. IF PERMISSION CAN BE OBTAINED, THIS IS THE PREFERRED ACCESS
 DU1995'ROUTE. OTHERWISE, PACK UP THE EAST SIDE OF THE PEAK, A 30 MINUTE PACK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1040 ***********************************************************************
 FS1040  DESIGNATION -  MINERAL
 FS1040  PID         -  FS1040
 FS1040  STATE/COUNTY-  AZ/MOHAVE
 FS1040  USGS QUAD   -  CHLORIDE (1968)
 FS1040
 FS1040                         *CURRENT SURVEY CONTROL
 FS1040  ___________________________________________________________________
 FS1040* NAD 83(1992)-  35 23 52.37013(N)    114 08 18.47449(W)     ADJUSTED  
 FS1040* NAVD 88     -      2130.0    (meters)    6988.     (feet)  VERTCON   
 FS1040  ___________________________________________________________________
 FS1040  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 FS1040  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FS1040  HORZ ORDER  -  SECOND
 FS1040
 FS1040.The horizontal coordinates were established by classical geodetic methods
 FS1040.and adjusted by the National Geodetic Survey in August 1993.
 FS1040
 FS1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1040
 FS1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1040
 FS1040.The geoid height was determined by GEOID03.
 FS1040
 FS1040;                    North         East     Units Scale Factor Converg.
 FS1040;SPC AZ W     -   487,797.907   178,072.505   MT  0.99994867   -0 13 30.1
 FS1040;SPC AZ W     - 1,600,386.83    584,227.38   iFT  0.99994867   -0 13 30.1
 FS1040;UTM  11      - 3,920,928.994   759,885.351   MT  1.00043242   +1 39 30.5
 FS1040
 FS1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1040!SPC AZ W     -   0.99967018  x   0.99994867  =   0.99961887
 FS1040!UTM  11      -   0.99967018  x   1.00043242  =   1.00010246
 FS1040
 FS1040:                Primary Azimuth Mark                     Grid Az
 FS1040:SPC AZ W     -  MINERAL AZ MK                            101 20 04.3
 FS1040:UTM  11      -  MINERAL AZ MK                            099 27 03.7
 FS1040
 FS1040|---------------------------------------------------------------------|
 FS1040| PID    Reference Object                     Distance      Geod. Az  |
 FS1040|                                                           dddmmss.s |
 FS1040| CS4814 MINERAL AZ MK                                      1010634.2 |
 FS1040| FS1037 EAGLE CAIRN                         APPROX.12.9 KM 1093301.1 |
 FS1040| CC5643 MINERAL RM 1                          6.003 METERS 15121     |
 FS1040| FS1038 SHARP HIGH PEAK CAIRN               APPROX. 5.0 KM 1540741.1 |
 FS1040| CC5644 MINERAL VA 6978                       8.964 METERS 27348     |
 FS1040|---------------------------------------------------------------------|
 FS1040
 FS1040                          SUPERSEDED SURVEY CONTROL
 FS1040
 FS1040  NAD 83(1986)-  35 23 52.36480(N)    114 08 18.47416(W) AD(       ) 2
 FS1040  NAD 27      -  35 23 52.39100(N)    114 08 15.64200(W) AD(       ) 2
 FS1040  NGVD 29 (11/23/90) 2129.1    (m)         6985.     (f) VERT ANG    3  
 FS1040
 FS1040.Superseded values are not recommended for survey control.
 FS1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1040.See file dsdata.txt to determine how the superseded data were derived.
 FS1040
 FS1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5988520929(NAD 83)
 FS1040_MARKER: DS = TRIANGULATION STATION DISK
 FS1040_SETTING: 66 = SET IN ROCK OUTCROP
 FS1040_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1040+STABILITY: POSITION/ELEVATION WELL
 FS1040
 FS1040  HISTORY     - Date     Condition        Report By
 FS1040  HISTORY     - 1925     MONUMENTED       CGS
 FS1040  HISTORY     - 1948     GOOD             CGS
 FS1040  HISTORY     - 1950     GOOD             CGS
 FS1040  HISTORY     - 1974     GOOD             NGS
 FS1040  HISTORY     - 1981     GOOD             AZDT
 FS1040
 FS1040                          STATION DESCRIPTION
 FS1040
 FS1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 FS1040'ABOUT 14 MILES AIRLINE OR 27 MILES BY ROAD NORTH-NORTHWEST
 FS1040'OF KINGMAN, ON THE HIGHEST PEAK NEAR THE SOUTHERN END OF THE
 FS1040'CERBAT MOUNTAINS, KNOWN AS CHERUMS PEAK AND THE HIGHEST IN
 FS1040'THE VICINITY.
 FS1040'
 FS1040'REACHED FROM KINGMAN BY CHLORIDE ROAD TO SIGNPOST MARKED
 FS1040'MINERAL PARK, THENCE TO A.C. MOYLES HOUSE 1-1/2 MILE BEYOND
 FS1040'MINERAL PARK, WHICH IS THE LIMIT OF TRUCK TRAVEL.  AN OLD
 FS1040'TRAIL LEADS ABOUT 2 MILES TO SOME OLD MINE TUNNELS AND THEN
 FS1040'UP TO THE PEAK.  WATER AT MOYLES HOUSE.
 FS1040'
 FS1040'MARK IS STANDARD BRONZE TABLET SET IN ROCK.
 FS1040'
 FS1040'THERE ARE NO REFERENCE MARKS.
 FS1040
 FS1040                          STATION RECOVERY (1948)
 FS1040
 FS1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1040'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FS1040'CONDITION AS DESCRIBED.
 FS1040'
 FS1040'THE STATION IS ABOUT 14 MILES AIRLINE NORTH NORTHWEST OF
 FS1040'KINGMAN, 3-1/2 MILES SOUTHEAST OF CHLORIDE, ON WHAT IS KNOWN
 FS1040'AS CHERUM PEAK, THE HIGHEST ELEVATION ON THE SOUTHERN END OF
 FS1040'THE CERBAT MOUNTAINS.
 FS1040'
 FS1040'TO REACH THE STATION FROM THE POST OFFICE IN CHLORIDE GO
 FS1040'EASTERLY ON THE MAIN PAVED ROAD FOR 0.6 MILE TO A FORK.
 FS1040'KEEP RIGHT FORK CROSSING WASH FOR 0.15 TO A FORK.  TURN SHARP
 FS1040'RIGHT AND CONTINUE SOUTHERLY FOR 0.3 MILE TO OLD MILL SITE.
 FS1040'KEEP RIGHT FORK FOR 0.1 MILE TO A FORK JUST AFTER CROSSING
 FS1040'WASH.  TAKE LEFT FORK FOR 0.25 MILE TO A FORK.  KEEP RIGHT
 FS1040'FORK AND GO 0.05 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.3
 FS1040'MILE TO A FORK.  KEEP LEFT FORK UP CANYON FOR 1.25 MILES TO A
 FS1040'FORK.  TAKE LEFT FORK UP GRADE FOR 0.45 MILE TO A FORK.  KEEP
 FS1040'LEFT FORK UP GRADE FOR 0.3 MILE TO A FORK.  KEEP RIGHT FORK
 FS1040'CROSSING WASH AND CONTINUE FOR 0.4 MILE TO A FORK.  KEEP
 FS1040'LEFT FORK AND GO 0.2 MILE TO A TURN AROUND AND END OF TRUCK
 FS1040'TRAVEL.  FROM THE END OF TRUCK TRAVEL CONTINUE ON FOOT BY
 FS1040'TRAIL UP CANYON FOR ABOUT 1/4 MILE TO AN OLD CABIN.  CONTINUE
 FS1040'ON TRAIL UP CANYON FOR ABOUT 1/4 MILE JUST AFTER CROSSING A
 FS1040'WHITE COLORED MINE DUMP.  KEEP RIGHT ON TRAIL LEAVING
 FS1040'CANYON AND CONTINUE UP STEEP SLOPE IN A SOUTHERLY
 FS1040'DIRECTION TO THE HIGHEST POINT AND STATION.  NOTE- THE HIGH
 FS1040'PEAK SEEN FROM THE OLD CABIN IS ABOUT 1/2 MILE NORTH OF
 FS1040'STATION PEAK.
 FS1040'
 FS1040'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP ON THE
 FS1040'HIGHEST POINT OF HILL.  IT IS STAMPED MINERAL 1925.
 FS1040'
 FS1040'REFERENCE MARK NO 1 IS A DRILL HOLE IN A 4 FOOT BOULDER AND
 FS1040'IS ABOUT 2-1/2 FEET HIGHER THAN THE STATION.
 FS1040'
 FS1040'REFERENCE MARK NO 2 IS A STANDARD BRONZE DISK OF THE GEOLOGICAL
 FS1040'SURVEY SET IN OUTCROP PROJECTING ABOUT 1 FOOT AND IS ABOUT
 FS1040'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED MINERAL V A 6978
 FS1040'1938.
 FS1040'
 FS1040'NO AZIMUTH MARK WAS SET DUE TO EXCESS PACKING.
 FS1040
 FS1040                          STATION RECOVERY (1950)
 FS1040
 FS1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1040'THE STATION WAS RECOVERED AS DESCRIBED IN 1948 AND ALL MARKS
 FS1040'WERE FOUND IN GOOD CONDITION.
 FS1040'
 FS1040'NO DISTANCES OR DIRECTIONS WERE CHECKED SINCE THE STATION
 FS1040'WAS NOT OCCUPIED BY AN OBSERVING UNIT.
 FS1040'
 FS1040'THE DESCRIPTION OF THE 1948 ROUTE TO THE STATION IS ADEQUATE.
 FS1040
 FS1040                          STATION RECOVERY (1974)
 FS1040
 FS1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JMK)
 FS1040'AZIMUTH MARK AS ESTABLISHED IN 1974 IS A STANDARD USGLO
 FS1040'1 IN ODIP W/BR. CP. 1/4 CORNER AND IS MARKED AS SHOWN BELOW.
 FS1040'(E 1/4 SEC. 7, T23N, R17W, G. AND S.R.M.)
 FS1040'
 FS1040'NEW DESCRIPTION--BEGINNING AT THE POST OFFICE IN KINGMAN,
 FS1040'ARIZONA, GO SOUTH ON NORTH 4TH STREET TO JUNCTION WITH U.S.
 FS1040'HIGHWAY 66, GO EAST AND NORTHEAST ON U.S. HIGHWAY 66 TO JUNCTION
 FS1040'WITH STOCKTON HILL ROAD, GO NORTH ON STOCKTON HILL ROAD 17.2
 FS1040'MILES TO VOCK CANYON ROAD (DIRT), GO WEST 4.7 MILES TO FORK,
 FS1040'GO LEFT 1.8 MILES TO FORK, GO RIGHT 1.0 MILES TO FORK, GO
 FS1040'RIGHT 0.4 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE 0.7 MILES
 FS1040'TO END OF 4 WHEEL DRIVE TRUCK TRAVEL.  PACK RIDGE TO SOUTH TO
 FS1040'HIGHEST PEAK AND STATION.  A 15 MINUTE PACK.
 FS1040
 FS1040                          STATION RECOVERY (1981)
 FS1040
 FS1040'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1040'THE STATION MARK REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FS1040'DESCRIBED.  REFERENCE MARK 3 WAS ESTABLISHED BY ADOT AT THIS TIME AND
 FS1040'THE CHISELED CROSS WAS NOT OBSERVED.  THE ROUTE TO STATION IS ABOUT
 FS1040'THE SAME AS THE ONE USED BY JACK KESLER IN 1974.  IT TAKES ABOUT 3
 FS1040'HOURS TO REACH STATION FROM KINGMAN.
 FS1040'
 FS1040'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL NORTH ON
 FS1040'STOCKTON HILL ROAD FOR 17.3 MILES TO A DOUBLE GATE ON THE LEFT AT A
 FS1040'CROSS TRAIL.  TURN LEFT THROUGH GATE AND TRAVEL SOUTHWEST FOR 4.95
 FS1040'MILES TO TO A FORK, TAKE LEFT FORK FOR 0.85 MILE TO A WIRE CORRAL.
 FS1040'PASS THROUGH CORRAL AND CONTINUE ON MAIL TRAIL ROAD FOR 1.15 MILES TO
 FS1040'A FORK, TAKE THE RIGHT FORK FOR 1.05 MILES TO A 3 WAY FORK.  TAKE THE
 FS1040'RIGHT FORK FOR 0.75 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.55 MILE
 FS1040'TO END OF TRUCK TRAVEL.  PACK SOUTH STAYING TO THE EAST OF AN OUTCROP
 FS1040'TO THE STATION ON HIGHEST PART OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2111 ***********************************************************************
 DU2111  DESIGNATION -  MINERAL BUTTE
 DU2111  PID         -  DU2111
 DU2111  STATE/COUNTY-  AZ/PINAL
 DU2111  USGS QUAD   -  BLACKWATER (1981)
 DU2111
 DU2111                         *CURRENT SURVEY CONTROL
 DU2111  ___________________________________________________________________
 DU2111* NAD 83(1992)-  33 07 07.17003(N)    111 35 08.18226(W)     ADJUSTED  
 DU2111* NAVD 88     -       581.5    (meters)    1908.     (feet)  VERTCON   
 DU2111  ___________________________________________________________________
 DU2111  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DU2111  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU2111  HORZ ORDER  -  FIRST
 DU2111
 DU2111.The horizontal coordinates were established by classical geodetic methods
 DU2111.and adjusted by the National Geodetic Survey in August 1993.
 DU2111
 DU2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2111
 DU2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2111
 DU2111.The geoid height was determined by GEOID03.
 DU2111
 DU2111;                    North         East     Units Scale Factor Converg.
 DU2111;SPC AZ C     -   234,958.857   244,254.167   MT  0.99991176   +0 10 51.2
 DU2111;SPC AZ C     -   770,862.39    801,358.82   iFT  0.99991176   +0 10 51.2
 DU2111;UTM  12      - 3,664,594.090   445,368.067   MT  0.99963680   -0 19 11.9
 DU2111
 DU2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2111!SPC AZ C     -   0.99991336  x   0.99991176  =   0.99982512
 DU2111!UTM  12      -   0.99991336  x   0.99963680  =   0.99955019
 DU2111
 DU2111:                Primary Azimuth Mark                     Grid Az
 DU2111:SPC AZ C     -  TRAIN                                    078 44 44.4
 DU2111:UTM  12      -  TRAIN                                    079 14 47.5
 DU2111
 DU2111|---------------------------------------------------------------------|
 DU2111| PID    Reference Object                     Distance      Geod. Az  |
 DU2111|                                                           dddmmss.s |
 DU2111| DU2073 TRAIN                               APPROX.16.2 KM 0785535.6 |
 DU2111| DU2118 SACATON PEAK AIR BEACON             APPROX.15.3 KM 2130424.2 |
 DU2111| CH5949 MINERAL BUTTE RM 2                   10.485 METERS 23336     |
 DU2111| DU2114 PHOENIX TUCSON AWY BCN 3 A          APPROX.16.1 KM 2391507.2 |
 DU2111| DU2115 SACATON WATER TANK OLD              APPROX.15.0 KM 2534840.6 |
 DU2111| CH5947 MINERAL BUTTE AZ MK                                3325242.3 |
 DU2111| CH5948 MINERAL BUTTE RM 1                    4.403 METERS 33811     |
 DU2111|---------------------------------------------------------------------|
 DU2111
 DU2111                          SUPERSEDED SURVEY CONTROL
 DU2111
 DU2111  NAD 83(1986)-  33 07 07.16297(N)    111 35 08.18392(W) AD(       ) 1
 DU2111  NAD 27      -  33 07 06.95500(N)    111 35 05.71900(W) AD(       ) 1
 DU2111  NGVD 29 (07/19/86)  581.0    (m)         1906.     (f) VERT ANG    3  
 DU2111
 DU2111.Superseded values are not recommended for survey control.
 DU2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2111.See file dsdata.txt to determine how the superseded data were derived.
 DU2111
 DU2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4536864594(NAD 83)
 DU2111_MARKER: DS = TRIANGULATION STATION DISK
 DU2111_SETTING: 66 = SET IN ROCK OUTCROP
 DU2111
 DU2111  HISTORY     - Date     Condition        Report By
 DU2111  HISTORY     - 1935     MONUMENTED       CGS
 DU2111  HISTORY     - 1936     GOOD             CGS
 DU2111  HISTORY     - 1938     GOOD             CGS
 DU2111  HISTORY     - 1956     GOOD             AMS
 DU2111  HISTORY     - 1966     GOOD             CGS
 DU2111  HISTORY     - 1976     GOOD             NGS
 DU2111  HISTORY     - 19871119 MARK NOT FOUND   LOCENG
 DU2111
 DU2111                          STATION DESCRIPTION
 DU2111
 DU2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2111'STATION IS LOCATED ABOUT 13 MILES AIRLINE NW OF FLORENCE.
 DU2111'ABOUT 4 MILES AIRLINE N OF GILA RIVER.  ON WESTERN AND
 DU2111'SLIGHTLY HIGHER OF TWO REDDISH BUTTES.
 DU2111'
 DU2111'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2111'OUTCROPPING BEDROCK.
 DU2111'
 DU2111'STATION REACHED AS FOLLOWS FROM FLORENCE.  FROM POST OFFICE
 DU2111'FOLLOW ARIZ. 187 AND 87 W AND N 22 MILES.  TURN R AFTER
 DU2111'CROSSING GILA RIVER ON SACATON BRIDGE, AND FOLLOW MAIN-TRAVELED
 DU2111'ROAD, WHICH PASSES ALONG S SIDE OF TIN SHED 0.2 MILE TO RR
 DU2111'TRACKS.  CROSS TRACKS AND FOLLOW MAIN-TRAVELED ROAD, WINDING
 DU2111'THRU FOOTHILLS 2.9 MILES TO A FORKS.  HERE TAKE R FORK AND
 DU2111'FOLLOW MAIN ROAD ABOUT 5 MILES.  AT THIS POINT STATION CAN
 DU2111'BE SEEN ABOUT 1/2 MILE TO S.  TURN OFF ROAD AND DRIVE TOWARDS
 DU2111'BUTTE ABOUT 0.3 MILE.  FROM HERE CLIMB TO TOP AND STATION.
 DU2111'IT IS ABOUT A 20-MINUTE PACK.
 DU2111
 DU2111                          STATION RECOVERY (1936)
 DU2111
 DU2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2111'STATION WAS RECOVERED AS DESCRIBED BY E.B.L.  ALL MARKS
 DU2111'WERE FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET ABOUT
 DU2111'1/4 MILE N OF STATION 35 FEET N OF ROAD AT A CURVE, BEING
 DU2111'A STANDARD TABLET SET IN A 6-INCH CONCRETE POST, PROJECTING
 DU2111'ABOUT 4 INCHES ABOVE GROUND.
 DU2111'
 DU2111'STATION DESCRIPTION IS AS FOLLOWS--STATION IS LOCATED ABOUT
 DU2111'13 MILES NW AIRLINE FROM FLORENCE AND ABOUT 4 MILES N AIRLINE
 DU2111'FROM GILA RIVER ON WESTERN AND SLIGHTLY HIGHER OF TWO
 DU2111'REDDISH BUTTES.
 DU2111'
 DU2111'STATION IS REACHED FROM FLORENCE AS FOLLOWS--FROM POST OFFICE
 DU2111'FOLLOW ARIZ. 187 AND 87 W AND N 22 MILES.  TURN R JUST AFTER
 DU2111'CROSSING GILA RIVER ON SACATON BRIDGE, PASSING TO R OF A LARGE
 DU2111'TIN BUILDING AND GO 0.2 MILE TO RR TRACKS.  CROSS TRACKS
 DU2111'AND FOLLOW MAIN ROAD THRU FOOTHILLS 3.3 MILES.  KEEP R FORK,
 DU2111'MAIN-TRAVELED ROAD, AND GO E OVER DIVIDE 4.7 MILES TO AZIMUTH
 DU2111'MARK AT L OF ROAD ON A SMALL HILL AND A CURVE.  FROM HERE
 DU2111'STATION IS ABOUT 1/2 MILE S.  DRIVE CROSS-COUNTRY ABOUT 1/2
 DU2111'MILE TO N BASE OF BUTTE.  THEN PACK SE ABOUT 200 YARDS
 DU2111'TO TOP OF BUTTE AND STATION.
 DU2111
 DU2111                          STATION RECOVERY (1938)
 DU2111
 DU2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGS)
 DU2111'STATION WAS RECOVERED AS DESCRIBED.
 DU2111'
 DU2111'ALL MARKS WERE FOUND TO BE IN VERY GOOD CONDITION.  STATION
 DU2111'IS LOCATED ABOUT 13 MILES NW OF FLORENCE, ARIZ., AND ABOUT
 DU2111'4 MILES N OF GILA RIVER ON MOST WESTERLY AND HIGHEST OF TWO,
 DU2111'REDDISH, ROCKY BUTTES.
 DU2111'
 DU2111'STATION IS REACHED FROM CHANDLER, ARIZ., BY GOING S ON ARIZ.
 DU2111'87, 18.5 MILES TO OLBERG, ARIZ., WHERE SACATON BRIDGE CROSSES
 DU2111'GILA RIVER.  JUST BEFORE CROSSING BRIDGE, LEAVE HIGHWAY, TURN
 DU2111'L ON A GRADED, DIRT ROAD, AND GO 0.2 MILE TO RR TRACKS.  THENCE
 DU2111'CROSS TRACKS AND FOLLOW MAIN-TRAVELED ROAD THRU FOOTHILLS
 DU2111'3.3 MILES TO A FORK.  THENCE TAKE R FORK AND CONTINUE EASTERLY
 DU2111'0.6 MILE TO ANOTHER FORK.  THENCE TAKE R FORK, MAIN-TRAVELED
 DU2111'ROAD, AND CONTINUE 4.1 MILES TO A CURVE IN ROAD ON TOP OF A
 DU2111'SLIGHT HILL.  AZIMUTH MARK IS ABOUT 12 PACES N OF ROAD AT
 DU2111'THIS POINT.  AT THIS POINT LEAVE ROAD AND DRIVE ACROSS COUNTRY
 DU2111'SOUTHERLY TOWARD BUTTE WHICH IS ABOUT 1/2 MILE DISTANT.
 DU2111'DRIVE TO BASE OF BUTTE AND END OF TRUCK TRAVEL.  FROM HERE
 DU2111'PACK UP BUTTE TO HIGHEST POINT AND STATION SITE.
 DU2111'
 DU2111'REFERENCE MARK NO. 1 IS NNW OF STATION AND ABOUT 6 FEET LOWER IN
 DU2111'ELEVATION.  REFERENCE MARK NO. 2 IS WSW OF STATION AND ABOUT
 DU2111'4 FEET LOWER IN ELEVATION.  AZIMUTH MARK IS NNW OF STATION
 DU2111'AND ABOUT 250 FEET LOWER IN ELEVATION.
 DU2111'
 DU2111'NOTE--DIRECTION TO AZIMUTH MARK AND DISTANCE TO REFERENCE
 DU2111'MARK NO. 1 GIVEN IN PREVIOUS DESCRIPTIONS ARE IN ERROR.  ABOVE
 DU2111'DIRECTION AND MEASUREMENT ARE CORRECT.
 DU2111
 DU2111                          STATION RECOVERY (1956)
 DU2111
 DU2111'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2111'STATION RECOVERED IN GOOD CONDITION.
 DU2111'
 DU2111'REFERENCE MARKS RECOVERED AS DESCRIBED.
 DU2111'
 DU2111'THE STATION IS 26 FEET S OF CENTER BUSH.  10 FEET W OF CENTER
 DU2111'BUSH.  67 FEET E OF CENTER BUSH.  30 FEET ESE OF CENTER BUSH.
 DU2111'
 DU2111'AZIMUTH MARK FOUND AS DESCRIBED.
 DU2111
 DU2111                          STATION RECOVERY (1966)
 DU2111
 DU2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 DU2111'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DU2111'MARK WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2111
 DU2111                          STATION RECOVERY (1976)
 DU2111
 DU2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2111'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 DU2111'GOOD CONDITION.  THE ANGLES TO THE REFERENCE MARKS AND THE
 DU2111'DISTANCE CHECKED THE AMS MEASUREMENTS OF 1956.
 DU2111'
 DU2111'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2111'
 DU2111'FROM THE RAILROAD OVERPASS NORTH OF COOLIDGE ON STATE HIGHWAY
 DU2111'287, TRAVEL EAST FOR 2.7 MILES, TURN LEFT (NORTH) AT THE ELKS
 DU2111'LODGE AND GO NORTH FOR 3 MILES TO HUNT HIGHWAY.  TURN LEFT (WEST)
 DU2111'ON MAIN TRAVELED ROAD FOR 4.2 MILES TO A R.R. CROSSING, CONTINUE
 DU2111'WEST FOR 3.2 MILES TO A TRAIL LEFT.  TURN LEFT THROUGH GATE ON TO
 DU2111'MAIN TRAVELLED TRACK ROAD FOR 2.2 MILES AND A GATE.  PASS
 DU2111'THROUGH GATE AND GO 0.55 MILES TO A JUNCTION LEFT, TURN LEFT AND
 DU2111'GO 0.1 MILE TO ANOTHER JUNCTION, CONTINUE STRAIGHT (MIDDLE
 DU2111'ROAD) FOR 0.2 MILE TO A ROAD ON THE LEFT.  DRIVE THROUGH A DRY
 DU2111'WASH AND GO 0.25 MILES TO ROAD LEFT AND DRIVE 0.25 MILE AND END
 DU2111'OF TRACK ROAD.  ABOUT A 20 MINUTE PACK.
 DU2111'
 DU2111'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2111'
 DU2111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2111'13 MILES NORTHWEST OF FLORENCE.
 DU2111
 DU2111                          STATION RECOVERY (1987)
 DU2111
 DU2111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (DD)
 DU2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0871 ***********************************************************************
 ET0871  DESIGNATION -  MINGUS LOOKOUT
 ET0871  PID         -  ET0871
 ET0871  STATE/COUNTY-  AZ/YAVAPAI
 ET0871  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0871
 ET0871                         *CURRENT SURVEY CONTROL
 ET0871  ___________________________________________________________________
 ET0871* NAD 83(1992)-  34 41 39.08686(N)    112 07 39.74789(W)     ADJUSTED  
 ET0871* NAVD 88     -      2361.     (meters)    7746.     (feet)  SCALED    
 ET0871  ___________________________________________________________________
 ET0871  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 ET0871  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 ET0871  HORZ ORDER  -  SECOND
 ET0871
 ET0871.The horizontal coordinates were established by classical geodetic methods
 ET0871.and adjusted by the National Geodetic Survey in August 1993.
 ET0871
 ET0871.The orthometric height was scaled from a topographic map.
 ET0871
 ET0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0871
 ET0871.The geoid height was determined by GEOID03.
 ET0871
 ET0871;                    North         East     Units Scale Factor Converg.
 ET0871;SPC AZ C     -   409,672.084   194,024.963   MT  0.99990461   -0 07 12.4
 ET0871;SPC AZ C     - 1,344,068.52    636,564.84   iFT  0.99990461   -0 07 12.4
 ET0871;UTM  12      - 3,839,709.460   396,711.052   MT  0.99973149   -0 38 31.0
 ET0871
 ET0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0871!SPC AZ C     -   0.99963353  x   0.99990461  =   0.99953817
 ET0871!UTM  12      -   0.99963353  x   0.99973149  =   0.99936512
 ET0871
 ET0871:                Primary Azimuth Mark                     Grid Az
 ET0871:SPC AZ C     -  BALD MOUNTAIN                            147 31 11.4
 ET0871:UTM  12      -  BALD MOUNTAIN                            148 02 30.0
 ET0871
 ET0871|---------------------------------------------------------------------|
 ET0871| PID    Reference Object                     Distance      Geod. Az  |
 ET0871|                                                           dddmmss.s |
 ET0871| ES1006 BALD MOUNTAIN                       APPROX.31.5 KM 1472359.0 |
 ET0871| ET0937 TOWERS MOUNTAIN LOOKOUT             APPROX.55.6 KM 2032710.4 |
 ET0871|---------------------------------------------------------------------|
 ET0871
 ET0871                          SUPERSEDED SURVEY CONTROL
 ET0871
 ET0871  NAD 83(1986)-  34 41 39.08206(N)    112 07 39.74642(W) AD(       ) 2
 ET0871  NAD 27      -  34 41 39.00300(N)    112 07 37.20000(W) AD(       ) 2
 ET0871
 ET0871.Superseded values are not recommended for survey control.
 ET0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0871.See file dsdata.txt to determine how the superseded data were derived.
 ET0871
 ET0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9671139709(NAD 83)
 ET0871_MARKER: 57 = LOOKOUT TOWER
 ET0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0871+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 ET0871
 ET0871  HISTORY     - Date     Condition        Report By
 ET0871  HISTORY     - 1935     FIRST OBSERVED   USFS
 ET0871  HISTORY     - 1959     GOOD             CGS
 ET0871  HISTORY     - 20080505 GOOD             GEOCAC
 ET0871
 ET0871                          STATION DESCRIPTION
 ET0871
 ET0871'DESCRIBED BY US FOREST SERVICE 1935
 ET0871'STATION IS ON A LONG FLAT-TOPPED RIDGE KNOWN AS MINGUS MOUNTAIN.
 ET0871'UNDER CENTER OF U.S. FOREST SERVICE LOOKOUT TOWER.
 ET0871'
 ET0871'STATION MARK IS A STANDARD U.S.F.S. TABLET IN LARGE GRAY
 ET0871'BOULDER STAMPED MINGUS MOUNTAIN 1935.
 ET0871'
 ET0871'TO REACH STATION FROM PRESCOTT, TAKE JEROME ROAD EASTERLY
 ET0871'APPROXIMATELY 26 MILES TO SUMMIT, AND INTERSECTION WITH MINGUS
 ET0871'MOUNTAIN ROAD.  THENCE, TAKE THE LATTER ROAD S 2.5 MILES
 ET0871'TO INTERSECTION WITH MINGUS MOUNTAIN LOOKOUT ROAD.  THENCE TAKE
 ET0871'THE LATTER 0.5 MILE TO TOWER AND STATION.
 ET0871'
 ET0871'SIGNAL--CENTER OF U.S.F.S. LOOKOUT TOWER.
 ET0871
 ET0871                          STATION RECOVERY (1959)
 ET0871
 ET0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0871'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ET0871'CONDITION.  NO REFERENCE MARKS OR AZIMUTH MARK WERE FOUND AT
 ET0871'THIS STATION AND NO NEW MARKS WERE ESTABLISHED.
 ET0871'
 ET0871'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ET0871'
 ET0871'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF COTTONWOOD,
 ET0871'5 MILES SOUTH OF JEROME AND 1 MILE SOUTH OF THE HIGHEST POINT OF
 ET0871'MINGUS MOUNTAIN, DIRECTLY BENEATH AND IN THE CENTER OF THE
 ET0871'MINGUS MOUNTAIN FOREST LOOKOUT.
 ET0871'
 ET0871'TO REACH THE STATION FROM THE POST OFFICE IN JEROME, GO SOUTH
 ET0871'AND SOUTHWEST ON U.S. HIGHWAY 89A FOR 7.4 MILES TO THE SUMMIT
 ET0871'AT A SERVICE STATION AND CAFE ON THE LEFT AND A GRAVELED ROAD
 ET0871'LEFT, TURN LEFT, GO EASTERLY ON THE GRAVELED ROAD FOR 1.5 MILES
 ET0871'TO A T-ROAD RIGHT, CONTINUE AHEAD ON THE MAIN ROAD FOR 0.9
 ET0871'MILE, PASSING THE MINGUS MOUNTAIN CAMP GROUNDS ON THE LEFT
 ET0871'TO A T-ROAD RIGHT AND SIGN MINGUS MOUNTAIN FIRE LOOKOUT, TURN
 ET0871'RIGHT AS PER SIGN AND GO 0.4 MILE TO THE END OF THE ROAD AT
 ET0871'THE FIRE LOOKOUT AND STATION.
 ET0871'
 ET0871'THE STATION WAS COLLIMATED WITH TWO INSTRUMENTS SET UP AT A
 ET0871'90 DEGREE ANGLE AND A POINT WAS OCCUPIED ON THE ALIDADE TABLE
 ET0871'IN THE CENTER OF THE LOOKOUT CAB.
 ET0871'
 ET0871'THE STATION MARK, STAMPED MINGUS LOOKOUT 1935, IS A STANDARD
 ET0871'FOREST SERVICE DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 ET0871'THAT PROJECTS ABOUT 2 INCHES.
 ET0871
 ET0871                          STATION RECOVERY (2008)
 ET0871
 ET0871'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0957 ***********************************************************************
 ET0957  DESIGNATION -  MINNIE
 ET0957  PID         -  ET0957
 ET0957  STATE/COUNTY-  AZ/YAVAPAI
 ET0957  USGS QUAD   -  WAGONER (1969)
 ET0957
 ET0957                         *CURRENT SURVEY CONTROL
 ET0957  ___________________________________________________________________
 ET0957* NAD 83(1992)-  34 11 42.01039(N)    112 31 37.96305(W)     ADJUSTED  
 ET0957* NAVD 88     -      1085.2    (meters)    3560.     (feet)  VERTCON   
 ET0957  ___________________________________________________________________
 ET0957  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 ET0957  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 ET0957  HORZ ORDER  -  THIRD
 ET0957
 ET0957.The horizontal coordinates were established by classical geodetic methods
 ET0957.and adjusted by the National Geodetic Survey in August 1993.
 ET0957
 ET0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0957
 ET0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0957
 ET0957.The geoid height was determined by GEOID03.
 ET0957
 ET0957;                    North         East     Units Scale Factor Converg.
 ET0957;SPC AZ C     -   354,450.717   157,089.352   MT  0.99993902   -0 20 35.3
 ET0957;SPC AZ C     - 1,162,896.05    515,385.01   iFT  0.99993902   -0 20 35.3
 ET0957;UTM  12      - 3,784,832.004   359,282.189   MT  0.99984409   -0 51 30.4
 ET0957
 ET0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0957!SPC AZ C     -   0.99983408  x   0.99993902  =   0.99977311
 ET0957!UTM  12      -   0.99983408  x   0.99984409  =   0.99967820
 ET0957
 ET0957|---------------------------------------------------------------------|
 ET0957| PID    Reference Object                     Distance      Geod. Az  |
 ET0957|                                                           dddmmss.s |
 ET0957| CH3690 MINNIE RM 1                          24.757 METERS 27247     |
 ET0957| ET0961 EAST ANTELOPE 2                     APPROX.13.9 KM 2815931.5 |
 ET0957| CH3691 MINNIE RM 2                          20.088 METERS 34609     |
 ET0957|---------------------------------------------------------------------|
 ET0957
 ET0957                          SUPERSEDED SURVEY CONTROL
 ET0957
 ET0957  NAD 83(1986)-  34 11 42.00928(N)    112 31 37.96351(W) AD(       ) 3
 ET0957  NAD 27      -  34 11 41.91465(N)    112 31 35.35494(W) AD(       ) 3
 ET0957  NGVD 29 (07/19/86) 1084.4    (m)         3558.     (f) VERT ANG    3  
 ET0957
 ET0957.Superseded values are not recommended for survey control.
 ET0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0957.See file dsdata.txt to determine how the superseded data were derived.
 ET0957
 ET0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5928284832(NAD 83)
 ET0957_MARKER: DD = SURVEY DISK
 ET0957_SETTING: 80 = SET IN A BOULDER
 ET0957_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0957
 ET0957  HISTORY     - Date     Condition        Report By
 ET0957  HISTORY     - 1969     MONUMENTED       USGS
 ET0957
 ET0957                          STATION DESCRIPTION
 ET0957
 ET0957'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET0957'LOCATED ABOUT 20 MI. (AIRLINE) E. OF CONGRESS.  ABOUT 17 MI. SE. OF
 ET0957'KIRKLAND JUNCTION.  ABOUT 0.2 MI. NE. OF A LOW SADDLE AND MAIN
 ET0957'GRADED RD. ON A LOW TOP.
 ET0957'
 ET0957'TO REACH FROM KIRKLAND JUNCTION DRIVE SW. ON U. S. HIGHWAY 89 FOR
 ET0957'0.1 MI. TO A GRADED RD. SE..  TURN LEFT FOR 3.3 MI. TO A Y-RD..
 ET0957'TAKE LEFT FORK AND FOLLOW MAIN GRADED RD. FOR 13.5 MI. TO THE
 ET0957'WAGONER P.O..  CONTINUE S. ON MAIN RD. FOR 2.0 MI. TO A LOW SADDLE.
 ET0957'TURN LEFT AND DRIVE CROSS-COUNTRY FOR 0.2 MI. TO TOP OF LOW HILL
 ET0957'AND STATION MARK.
 ET0957'
 ET0957'STATION MARK--STANDARD USGS TABLET STAMPED MINNIE 1969 CEMENTED IN
 ET0957'DRILL HOLE IN BOULDER.
 ET0957'
 ET0957'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0957'NO 1 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 3.5 FT. BELOW
 ET0957'STATION MARK.
 ET0957'
 ET0957'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0957'NO 2 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 0.1 FT. BELOW
 ET0957'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0986 ***********************************************************************
 ET0986  DESIGNATION -  MINT
 ET0986  PID         -  ET0986
 ET0986  STATE/COUNTY-  AZ/YAVAPAI
 ET0986  USGS QUAD   -  JEROME CANYON (1979)
 ET0986
 ET0986                         *CURRENT SURVEY CONTROL
 ET0986  ___________________________________________________________________
 ET0986* NAD 83(1992)-  34 42 54.76389(N)    112 31 56.68218(W)     ADJUSTED  
 ET0986* NAVD 88     -      1698.9    (meters)    5574.     (feet)  VERTCON   
 ET0986  ___________________________________________________________________
 ET0986  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 ET0986  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ET0986  HORZ ORDER  -  FIRST
 ET0986
 ET0986.The horizontal coordinates were established by classical geodetic methods
 ET0986.and adjusted by the National Geodetic Survey in August 1993.
 ET0986
 ET0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0986
 ET0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0986
 ET0986.The geoid height was determined by GEOID03.
 ET0986
 ET0986;                    North         East     Units Scale Factor Converg.
 ET0986;SPC AZ C     -   412,156.187   156,960.962   MT  0.99993919   -0 21 02.4
 ET0986;SPC AZ C     - 1,352,218.46    514,963.79   iFT  0.99993919   -0 21 02.4
 ET0986;UTM  12      - 3,842,530.748   359,676.213   MT  0.99984270   -0 52 22.3
 ET0986
 ET0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0986!SPC AZ C     -   0.99973752  x   0.99993919  =   0.99967673
 ET0986!UTM  12      -   0.99973752  x   0.99984270  =   0.99958026
 ET0986
 ET0986:                Primary Azimuth Mark                     Grid Az
 ET0986:SPC AZ C     -  PHOENIX WILLIAMS AWY BCN 38 A            029 19 23.3
 ET0986:UTM  12      -  PHOENIX WILLIAMS AWY BCN 38 A            029 50 43.2
 ET0986
 ET0986|---------------------------------------------------------------------|
 ET0986| PID    Reference Object                     Distance      Geod. Az  |
 ET0986|                                                           dddmmss.s |
 ET0986| FR0872 PHOENIX WILLIAMS AWY BCN 38 A       APPROX.61.5 KM 0285820.9 |
 ET0986| ET0888 PRESCOTT RAD FINDER CEN TWR         APPROX. 6.0 KM 0820758.0 |
 ET0986| CH3693 MINT RM 1                             7.395 METERS 09514     |
 ET0986| ET0889 PRESCOTT AIRPORT AIRWAY BCN         APPROX.11.9 KM 1272034.9 |
 ET0986| CH3692 MINT AZ MK                                         2120628.4 |
 ET0986| CH3694 MINT RM 2                            12.940 METERS 35837     |
 ET0986|---------------------------------------------------------------------|
 ET0986
 ET0986                          SUPERSEDED SURVEY CONTROL
 ET0986
 ET0986  NAD 83(1986)-  34 42 54.76206(N)    112 31 56.68042(W) AD(       ) 1
 ET0986  NAD 27      -  34 42 54.67800(N)    112 31 54.06400(W) AD(       ) 1
 ET0986  NGVD 29 (07/19/86) 1698.0    (m)         5571.     (f) VERT ANG    3  
 ET0986
 ET0986.Superseded values are not recommended for survey control.
 ET0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0986.See file dsdata.txt to determine how the superseded data were derived.
 ET0986
 ET0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5967642531(NAD 83)
 ET0986_MARKER: DS = TRIANGULATION STATION DISK
 ET0986_SETTING: 66 = SET IN ROCK OUTCROP
 ET0986_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET0986
 ET0986  HISTORY     - Date     Condition        Report By
 ET0986  HISTORY     - 1944     MONUMENTED       CGS
 ET0986  HISTORY     - 1955     GOOD             CGS
 ET0986  HISTORY     - 1968     GOOD             AMS
 ET0986  HISTORY     - 1980     GOOD             AZDT
 ET0986
 ET0986                          STATION DESCRIPTION
 ET0986
 ET0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0986'STATION IS ABOUT 12 MILES (AIR LINE) NNW OF PRESCOTT AND
 ET0986'ABOUT 6-1/2 MILES (AIR LINE) SW OF CHINO VALLEY.  IT IS ON
 ET0986'A FLAT-TOPPED BUTTE LYING W OF LITTLE CHINO VALLEY AT A
 ET0986'POINT W OF THE PRESCOTT RADIO STATION.
 ET0986'
 ET0986'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 ET0986'THE SURROUNDING SURFACE AND IS STAMPED MINT 1944.  IT IS
 ET0986'13 FEET NNW OF A STONE WALL, 34 FEET NNW OF THE EDGE OF A 10-FOOT
 ET0986'LEDGE, 38 FEET W OF STONE WALL, AND 38 FEET W OF THE HIGHEST
 ET0986'POINT AT THE E END OF THE BUTTE.
 ET0986'
 ET0986'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET0986'PROJECTING 9 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 ET0986'STAMPED MINT NO 1 1944.  IT IS ABOUT 10 INCHES HIGHER IN
 ET0986'ELEVATION THAN STATION MARK.
 ET0986'
 ET0986'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET0986'FLUSH WITH THE GROUND AND IS STAMPED MINT NO 2 1944.  IT IS ABOUT
 ET0986'16 INCHES LOWER IN ELEVATION THAN STATION MARK.
 ET0986'
 ET0986'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 ET0986'AND IS STAMPED MINT 1944.  IT IS 3 FEET NW OF WITNESS POST
 ET0986'AND 49 FEET W OF THE CENTER LINE OF ROAD.
 ET0986'
 ET0986'TO REACH STATION FROM THE INTERSECTION OF MONTEZUMA AND GURLEY
 ET0986'STREETS IN PRESCOTT, GO W ON GURLEY STREET FOR 0.3 MILE TO A
 ET0986'TEXACO SERVICE STATION AND CROSSROADS.  HERE TURN RIGHT ONTO
 ET0986'NORTH GROVE STREET AND GO 1.1 MILES TO THE MILLER VALLEY SCHOOL.
 ET0986'HERE TAKE THE LEFT FORK AND GO 1.4 MILES TO A T-JUNCTION.  HERE
 ET0986'TAKE RIGHT FORK AS PER SIGNS FAIR OAKS WALNUT CREEK AND FOUR
 ET0986'K FOUR AND GO 9.9 MILES TO THE AZIMUTH MARK WITNESS POST ON THE
 ET0986'LEFT WHERE THE ROAD GOES THROUGH A SMALL CUT.  CONTINUE FOR
 ET0986'0.2 MILE AND THEN TURN RIGHT OR NE AND GO 0.7 MILE CROSS
 ET0986'COUNTRY TO THE END OF TRUCK TRAVEL ON A RIDGE.  FROM HERE PACK
 ET0986'NE TO THE TOP OF THE BUTTE AND THEN TO THE HIGHEST POINT AT
 ET0986'THE E END AND THE STATION.
 ET0986'
 ET0986'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET0986
 ET0986                          STATION RECOVERY (1955)
 ET0986
 ET0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0986'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 ET0986'DESCRIPTION IS ADEQUATE.
 ET0986
 ET0986                          STATION RECOVERY (1968)
 ET0986
 ET0986'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ET0986'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 ET0986
 ET0986                          STATION RECOVERY (1980)
 ET0986
 ET0986'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0986'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTN MARK WERE
 ET0986'RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET0986'
 ET0986'TO REACH THE STATION FROM THE INTERSECTION OF MILLER VALLEY ROAD AND
 ET0986'IRON SPRINGS ROAD IN PRESCOTT.  TRAVEL NORTHWEST ALONG IRON SPRINGS
 ET0986'ROAD FOR 1.45 MILES TO A STOPLIGHT AND A T ROAD RIGHT.  TURN RIGHT ON
 ET0986'WILLIAMS VALLEY ROAD FOR 10.5 MILES TO THE AZIMUTN MARK ON THE LEFT AT
 ET0986'POINT WHERE ROAD PASSES THROUGH A SMALL CUT.  CONTINUE NORTH FOR ABOUT
 ET0986'100 FEET TO A POLE LINE CROSSING THE HIGHWAY AND A TRACK ROAD ON THE
 ET0986'RIGHT RUNNING NORTHEAST.  TURN RIGHT ALONG TRACK ROAD FOR 0.4 MILE TO
 ET0986'A NORTH SOUTH CROSS ROAD, CONTINUE AHEAD FOR 0.13 MILES TO A FORK.
 ET0986'TAKE THE RIGHT FORK FOR 0.12 MILE TO END OF TRUCK TRAVEL.  THE ROAD
 ET0986'CONTINUES A SHORT DISTANCE BUT IS DANGEROUS BEYOND THIS POINT.  PACK
 ET0986'NORTHEAST UP THE SLOPE TO THE TOP OF THE HILL AND THE STATION ON THE
 ET0986'SOUTHEAST RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2242 ***********************************************************************
 DV2242  DESIGNATION -  MIRAGE
 DV2242  PID         -  DV2242
 DV2242  STATE/COUNTY-  AZ/MARICOPA
 DV2242  USGS QUAD   -  EL MIRAGE (1982)
 DV2242
 DV2242                         *CURRENT SURVEY CONTROL
 DV2242  ___________________________________________________________________
 DV2242* NAD 83(2007)-  33 36 33.94617(N)    112 18 44.60292(W)     ADJUSTED  
 DV2242* NAVD 88     -       342.9    (meters)    1125.     (feet)  VERTCON   
 DV2242  ___________________________________________________________________
 DV2242  EPOCH DATE  -        2007.00
 DV2242  X           -  -2,018,868.124 (meters)                     COMP
 DV2242  Y           -  -4,919,478.768 (meters)                     COMP
 DV2242  Z           -   3,510,622.310 (meters)                     COMP
 DV2242  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DV2242  ELLIP HEIGHT-         313.084 (meters)          (02/10/07) ADJUSTED
 DV2242  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV2242
 DV2242  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2242  Type    PID    Designation                      North   East  Ellip
 DV2242  -------------------------------------------------------------------
 DV2242  NETWORK DV2242 MIRAGE                            3.12   2.29   5.35
 DV2242  -------------------------------------------------------------------
 DV2242
 DV2242.The horizontal coordinates were established by GPS observations
 DV2242.and adjusted by the National Geodetic Survey in February 2007.
 DV2242
 DV2242.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2242.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2242.The horizontal coordinates are valid at the epoch date displayed above.
 DV2242.The epoch date for horizontal control is a decimal equivalence
 DV2242.of Year/Month/Day.
 DV2242
 DV2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2242
 DV2242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2242
 DV2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2242
 DV2242.The ellipsoidal height was determined by GPS observations
 DV2242.and is referenced to NAD 83.
 DV2242
 DV2242.The geoid height was determined by GEOID03.
 DV2242
 DV2242;                    North         East     Units Scale Factor Converg.
 DV2242;SPC AZ C     -   289,406.739   176,638.302   MT  0.99991662   -0 13 08.6
 DV2242;SPC AZ C     -   949,497.18    579,521.99   iFT  0.99991662   -0 13 08.6
 DV2242;UTM  12      - 3,719,623.591   378,247.639   MT  0.99978275   -0 43 35.5
 DV2242
 DV2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2242!SPC AZ C     -   0.99995085  x   0.99991662  =   0.99986748
 DV2242!UTM  12      -   0.99995085  x   0.99978275  =   0.99973361
 DV2242
 DV2242                          SUPERSEDED SURVEY CONTROL
 DV2242
 DV2242  ELLIP H (06/11/02)  313.121  (m)                       GP(       ) 4 2
 DV2242  NAD 83(1992)-  33 36 33.94341(N)    112 18 44.60233(W) AD(       ) 1
 DV2242  ELLIP H (08/23/93)  313.264  (m)                       GP(       ) 4 2
 DV2242  NAD 83(1986)-  33 36 33.93883(N)    112 18 44.60797(W) AD(       ) 1
 DV2242  NGVD 29 (09/11/89)  342.3    (m)         1123.     (f) GPS OBS     3  
 DV2242
 DV2242.Superseded values are not recommended for survey control.
 DV2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2242.See file dsdata.txt to determine how the superseded data were derived.
 DV2242
 DV2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7824819624(NAD 83)
 DV2242_MARKER: DD = SURVEY DISK
 DV2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2242+STABILITY: SURFACE MOTION
 DV2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2242+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2242
 DV2242  HISTORY     - Date     Condition        Report By
 DV2242  HISTORY     - 1986     MONUMENTED       AZDT
 DV2242  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV2242  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV2242
 DV2242                          STATION DESCRIPTION
 DV2242
 DV2242'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2242'THE STATION IS LOCATED ABOUT 2.43 KM (1.5 MI) NORTHWEST OF
 DV2242'YOUNGTOWN, ARIZONA.
 DV2242'
 DV2242'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE AND
 DV2242'111TH AVENUE, GO WEST-NORTHWEST ON GRAND AVENUE FOR 1.49 KM (0.92
 DV2242'MI) TO THE STATION ON THE RIGHT (NORTHEAST).
 DV2242'
 DV2242'THE STATION IS A STANDARD A.G.S. DISK
 DV2242'STAMPED---MIRAGE 1986---,
 DV2242'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2242'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2242'1.16 METERS (3.8 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DV2242'1.34 METERS (4.4 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2242'15.39 METERS (50.5 FT) NORTHEAST FROM THE CENTERLINE OF THE
 DV2242'WESTBOUND LANE OF GRAND AVENUE,
 DV2242'16.46 METERS (54.0 FT) SOUTHWEST FROM A RAILROAD SIGN MARKED--175--,
 DV2242'18.75 METERS (61.5 FT) SOUTHWEST FROM THE SOUTH RAIL OF RAILROAD
 DV2242'TRACK.
 DV2242'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2242'STAMPED---MIRAGE 1986---,
 DV2242'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2242
 DV2242                          STATION RECOVERY (2001)
 DV2242
 DV2242'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV2242'MARK NOT FOUND.
 DV2242
 DV2242                          STATION RECOVERY (2007)
 DV2242
 DV2242'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2242'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV2242'MARK. THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS UNDER
 DV2242'THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1567 ***********************************************************************
 DA1567  DESIGNATION -  MISERY
 DA1567  PID         -  DA1567
 DA1567  STATE/COUNTY-  AZ/MARICOPA
 DA1567  USGS QUAD   -  MIDWAY (1986)
 DA1567
 DA1567                         *CURRENT SURVEY CONTROL
 DA1567  ___________________________________________________________________
 DA1567* NAD 83(1992)-  32 38 11.55857(N)    112 51 51.02713(W)     ADJUSTED  
 DA1567* NAVD 88     -       346.61   (+/-2cm)    1137.2    (feet)  VERTCON   
 DA1567  ___________________________________________________________________
 DA1567  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DA1567  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DA1567  HORZ ORDER  -  SECOND
 DA1567  VERT ORDER  -  THIRD ? (See Below)
 DA1567
 DA1567.The horizontal coordinates were established by classical geodetic methods
 DA1567.and adjusted by the National Geodetic Survey in August 1993.
 DA1567
 DA1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1567.The vertical order pertains to the NGVD 29 superseded value.
 DA1567
 DA1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1567
 DA1567.The geoid height was determined by GEOID03.
 DA1567
 DA1567;                    North         East     Units Scale Factor Converg.
 DA1567;SPC AZ C     -   181,844.322   124,458.291   MT  0.99999743   -0 30 39.7
 DA1567;SPC AZ C     -   596,602.11    408,327.73   iFT  0.99999743   -0 30 39.7
 DA1567;UTM  12      - 3,612,529.872   325,133.116   MT  0.99997707   -1 00 20.2
 DA1567
 DA1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1567!SPC AZ C     -   0.99995052  x   0.99999743  =   0.99994795
 DA1567!UTM  12      -   0.99995052  x   0.99997707  =   0.99992759
 DA1567
 DA1567:                Primary Azimuth Mark                     Grid Az
 DA1567:SPC AZ C     -  MID                                      009 01 25.3
 DA1567:UTM  12      -  MID                                      009 31 05.8
 DA1567
 DA1567|---------------------------------------------------------------------|
 DA1567| PID    Reference Object                     Distance      Geod. Az  |
 DA1567|                                                           dddmmss.s |
 DA1567| DA1566 MID                                 APPROX. 2.3 KM 0083045.6 |
 DA1567| CH5950 MISERY RM 1                          13.101 METERS 00936     |
 DA1567| CH5951 MISERY RM 2                          12.900 METERS 18942     |
 DA1567|---------------------------------------------------------------------|
 DA1567
 DA1567                          SUPERSEDED SURVEY CONTROL
 DA1567
 DA1567  NAD 83(1986)-  32 38 11.55314(N)    112 51 51.03425(W) AD(       ) 2
 DA1567  NAD 27      -  32 38 11.36297(N)    112 51 48.44821(W) AD(       ) 2
 DA1567  NGVD 29 (07/19/86)  345.97   (m)         1135.1    (f) LEVELING    3  
 DA1567
 DA1567.Superseded values are not recommended for survey control.
 DA1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1567.See file dsdata.txt to determine how the superseded data were derived.
 DA1567
 DA1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2513312530(NAD 83)
 DA1567_MARKER: DD = SURVEY DISK
 DA1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1567+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1567
 DA1567  HISTORY     - Date     Condition        Report By
 DA1567  HISTORY     - 1975     MONUMENTED       AZDT
 DA1567  HISTORY     - 19970216 GOOD             USPSQD
 DA1567  HISTORY     - 20060220 GOOD             USPSQD
 DA1567  HISTORY     - 20070603 GOOD             GEOCAC
 DA1567
 DA1567                          STATION DESCRIPTION
 DA1567
 DA1567'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1567'THE STATION IS LOCATED ABOUT 23 MILES SOUTHWEST OF GILA BEND
 DA1567'AND 18.3 MILES NORTH OF AJO ALONG THE WEST RIGHT-OF-WAY OF STATE
 DA1567'HWY 85.
 DA1567'
 DA1567'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED MID
 DA1567'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT
 DA1567'PROJECTING 0.3 FEET.  THE STATION IS 100 FEET WEST OF THE
 DA1567'CENTERLINE OF STATE HWY. 85, 100 FEET EAST OF THE WEST RIGHT-OF-WAY
 DA1567'FENCE LINE AND 3 FEET EAST OF A WITNESS POST.
 DA1567'
 DA1567'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1 1975
 DA1567'AND IS SET IN 10 INCH CONCRETE MONUMENT.  THE MARK IS IN THE
 DA1567'WEST RIGHT-OF-WAY OF STATE HWY. 85, 100.7 FEET EAST OF
 DA1567'RIGHT-OF-WAY FENCE, 99.2 FEET WEST OF HIGHWAY CENTERLINE AND 43.1
 DA1567'FEET NORTH OF WITNESS POST.
 DA1567'
 DA1567'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DA1567'1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT WHICH IS LOCATED
 DA1567'IN THE WEST RIGHT-OF-WAY OF STATE 85.  THE MARK IS 42.4 FEET
 DA1567'SOUTH OF WITNESS POST, 100 FEET EAST OF RIGHT-OF-WAY FENCE AND
 DA1567'100 FEET WEST OF HIGHWAY CENTERLINE.
 DA1567'
 DA1567'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN GILA
 DA1567'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE ROUTE
 DA1567'85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER I-80 OVERPASS,
 DA1567'CONTINUE SOUTHERLY ON STATE 85 TO M.P. 24.40 (22.9 MILES) AND
 DA1567'STATION IN THE WEST RIGHT-OF-WAY MARKED WITH A WITNESS POST.
 DA1567'
 DA1567'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1567
 DA1567                          STATION RECOVERY (1997)
 DA1567
 DA1567'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1567'RECOVERED IN GOOD CONDITION.
 DA1567
 DA1567                          STATION RECOVERY (2006)
 DA1567
 DA1567'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1567'RECOVERED AS DESCRIBED.
 DA1567
 DA1567                          STATION RECOVERY (2007)
 DA1567
 DA1567'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1978 ***********************************************************************
 CZ1978  DESIGNATION -  MISS
 CZ1978  PID         -  CZ1978
 CZ1978  STATE/COUNTY-  AZ/PIMA
 CZ1978  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ1978
 CZ1978                         *CURRENT SURVEY CONTROL
 CZ1978  ___________________________________________________________________
 CZ1978* NAD 83(2007)-  32 06 07.50161(N)    111 15 00.20005(W)     ADJUSTED  
 CZ1978* NAVD 88     -       761.7    (meters)    2499.     (feet)  VERTCON   
 CZ1978  ___________________________________________________________________
 CZ1978  EPOCH DATE  -        2007.00
 CZ1978  X           -  -1,960,312.888 (meters)                     COMP
 CZ1978  Y           -  -5,040,921.756 (meters)                     COMP
 CZ1978  Z           -   3,370,414.576 (meters)                     COMP
 CZ1978  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CZ1978  ELLIP HEIGHT-         731.471 (meters)          (02/10/07) ADJUSTED
 CZ1978  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ1978
 CZ1978  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1978  Type    PID    Designation                      North   East  Ellip
 CZ1978  -------------------------------------------------------------------
 CZ1978  NETWORK CZ1978 MISS                              0.55   0.82   2.55
 CZ1978  -------------------------------------------------------------------
 CZ1978
 CZ1978.The horizontal coordinates were established by GPS observations
 CZ1978.and adjusted by the National Geodetic Survey in February 2007.
 CZ1978
 CZ1978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1978.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1978.The epoch date for horizontal control is a decimal equivalence
 CZ1978.of Year/Month/Day.
 CZ1978
 CZ1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1978
 CZ1978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1978
 CZ1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1978
 CZ1978.The ellipsoidal height was determined by GPS observations
 CZ1978.and is referenced to NAD 83.
 CZ1978
 CZ1978.The geoid height was determined by GEOID03.
 CZ1978
 CZ1978;                    North         East     Units Scale Factor Converg.
 CZ1978;SPC AZ C     -   122,380.231   276,274.617   MT  0.99994880   +0 21 15.4
 CZ1978;SPC AZ C     -   401,509.94    906,412.79   iFT  0.99994880   +0 21 15.4
 CZ1978;UTM  12      - 3,551,778.361   476,407.089   MT  0.99960686   -0 07 58.4
 CZ1978
 CZ1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1978!SPC AZ C     -   0.99988516  x   0.99994880  =   0.99983397
 CZ1978!UTM  12      -   0.99988516  x   0.99960686  =   0.99949207
 CZ1978
 CZ1978:                Primary Azimuth Mark                     Grid Az
 CZ1978:SPC AZ C     -  PALO                                     064 22 15.8
 CZ1978:UTM  12      -  PALO                                     064 51 29.6
 CZ1978
 CZ1978|---------------------------------------------------------------------|
 CZ1978| PID    Reference Object                     Distance      Geod. Az  |
 CZ1978|                                                           dddmmss.s |
 CZ1978| CZ1977 PALO                                APPROX. 4.2 KM 0644331.2 |
 CZ1978| CH5953 MISS RM 2                            11.855 METERS 15339     |
 CZ1978| CH5952 MISS RM 1                             9.530 METERS 33354     |
 CZ1978|---------------------------------------------------------------------|
 CZ1978
 CZ1978                          SUPERSEDED SURVEY CONTROL
 CZ1978
 CZ1978  ELLIP H (06/11/02)  731.499  (m)                       GP(       ) 4 2
 CZ1978  NAD 83(1992)-  32 06 07.49983(N)    111 15 00.19844(W) AD(       ) 2
 CZ1978  ELLIP H (08/23/93)  731.577  (m)                       GP(       ) 4 2
 CZ1978  NAD 83(1986)-  32 06 07.49481(N)    111 15 00.19787(W) AD(       ) 2
 CZ1978  NAD 27      -  32 06 07.21637(N)    111 14 57.82913(W) AD(       ) 2
 CZ1978  NGVD 29 (05/25/90)  761.0    (m)         2497.     (f) GPS OBS     3  
 CZ1978
 CZ1978.Superseded values are not recommended for survey control.
 CZ1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1978.See file dsdata.txt to determine how the superseded data were derived.
 CZ1978
 CZ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7640751778(NAD 83)
 CZ1978_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1978_STAMPING: MISS 1978
 CZ1978_MARK LOGO: AZDT  
 CZ1978_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1978+STABILITY: SURFACE MOTION
 CZ1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1978+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ1978
 CZ1978  HISTORY     - Date     Condition        Report By
 CZ1978  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1978  HISTORY     - 1987     GOOD             NGS
 CZ1978  HISTORY     - 19880803 GOOD             NGS
 CZ1978  HISTORY     - 19950115 GOOD             USPSQD
 CZ1978  HISTORY     - 20011210 GOOD             NGS
 CZ1978
 CZ1978                          STATION DESCRIPTION
 CZ1978
 CZ1978'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1978'THE STATION IS ABOUT 18 MILES SOUTHWEST OF TUCSON ALONG THE NORTH SIDE
 CZ1978'OF ARIZONA HIGHWAY 86 AND NORTH OF THE RIGHT-OF-WAY FENCELINE.
 CZ1978'
 CZ1978'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED MISS 1978.  IT IS
 CZ1978'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT WHICH IS NORTH OF THE
 CZ1978'RIGHT-OF-WAY FENCELINE.  THE STATION IS 91 FEET NORTH OF THE CENTER
 CZ1978'LINE OF THE HIGHWAY AND 4 FEET WEST OF THE WITNESS POST AND SIGN.
 CZ1978'
 CZ1978'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED MISS RM 1
 CZ1978'1978.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT
 CZ1978'122 FEET NORTH OF THE HIGHWAY CENTERLINE AND OUTSIDE OF THE NORTH
 CZ1978'RIGHT-OF-WAY FENCE.
 CZ1978'
 CZ1978'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED MISS RM 2
 CZ1978'1978.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT WHICH
 CZ1978'IS 52 FEET NORTH OF HIGHWAY CENTERLINE AND JUST NORTH OF RIGHT-OF-WAY
 CZ1978'FENCELINE.
 CZ1978'
 CZ1978'TO REACH THE STATION FROM THE INTERSECTION OF MISSION ROAD AND AJO WAY
 CZ1978'IN SOUTHWEST TUCSON, TRAVEL WEST ALONG ARIZONA HIGHWAY 86 FOR 16 MILES
 CZ1978'TO MILE POST 154.60 AND THE STATION JUST OUTSIDE OF THE RIGHT-OF-WAY
 CZ1978'FENCE.
 CZ1978
 CZ1978                          STATION RECOVERY (1987)
 CZ1978
 CZ1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ1978'THE STATION WAS RECOVERED AT THIS DATE,
 CZ1978'IN GOOD CONDITION.
 CZ1978'
 CZ1978'THE STATION IS LOCATED ABOUT 28.2 KM (17.5 MI)
 CZ1978'WEST-SOUTHWEST OF SOUTH TUCSON AND
 CZ1978'6.4 KM (4 MI) NORTHEAST OF THREE POINTS.
 CZ1978'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ1978'
 CZ1978'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ1978'STATE HIGHWAY 86 (AJO WAY) WHICH IS ABOUT 3.2 KM (2 MI) SOUTH OF
 CZ1978'SOUTH TUCSON, GO SOUTHWEST FOR 18.5 KM (11.5 MI) ON HIGHWAY 86 TO
 CZ1978'THE MAIN GATE TO RYAN AIRPORT ON THE RIGHT.
 CZ1978'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CZ1978'5.1 KM (3.15 MI) ON HIGHWAY 86 TO THE JUNCTION OF SANDARIO ROAD.
 CZ1978'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 CZ1978'3.4 KM (2.1 MI) ON HIGHWAY 86 TO THE STATION ON THE RIGHT, AT THE
 CZ1978'TOP OF A SMALL RISE.
 CZ1978'
 CZ1978'THE STATION IS A STANDARD AZDT DISK
 CZ1978'STAMPED---MISS 1978---,
 CZ1978'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ1978'25 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 CZ1978'27.80 METERS (91.2 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ1978'OF HIGHWAY 86 AND
 CZ1978'1.37 METERS (4.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CZ1978'
 CZ1978'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ1978'
 CZ1978'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ1978'
 CZ1978'DESCRIBED BY R.W. MCALLISTER.
 CZ1978
 CZ1978                          STATION RECOVERY (1988)
 CZ1978
 CZ1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CZ1978'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ1978'THE 1978 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 CZ1978
 CZ1978                          STATION RECOVERY (1995)
 CZ1978
 CZ1978'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1978'RECOVERED IN GOOD CONDITION.
 CZ1978
 CZ1978                          STATION RECOVERY (2001)
 CZ1978
 CZ1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ1978'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2243 ***********************************************************************
 DV2243  DESIGNATION -  MISS
 DV2243  PID         -  DV2243
 DV2243  STATE/COUNTY-  AZ/MARICOPA
 DV2243  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2243
 DV2243                         *CURRENT SURVEY CONTROL
 DV2243  ___________________________________________________________________
 DV2243* NAD 83(2007)-  33 31 00.19070(N)    112 07 32.09442(W)     ADJUSTED  
 DV2243* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 DV2243  ___________________________________________________________________
 DV2243  EPOCH DATE  -        2007.00
 DV2243  X           -  -2,004,961.737 (meters)                     COMP
 DV2243  Y           -  -4,931,307.862 (meters)                     COMP
 DV2243  Z           -   3,502,057.946 (meters)                     COMP
 DV2243  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DV2243  ELLIP HEIGHT-         321.310 (meters)          (02/10/07) ADJUSTED
 DV2243  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DV2243
 DV2243  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2243  Type    PID    Designation                      North   East  Ellip
 DV2243  -------------------------------------------------------------------
 DV2243  NETWORK DV2243 MISS                              2.86   2.04   4.94
 DV2243  -------------------------------------------------------------------
 DV2243
 DV2243.The horizontal coordinates were established by GPS observations
 DV2243.and adjusted by the National Geodetic Survey in February 2007.
 DV2243
 DV2243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2243.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2243.The horizontal coordinates are valid at the epoch date displayed above.
 DV2243.The epoch date for horizontal control is a decimal equivalence
 DV2243.of Year/Month/Day.
 DV2243
 DV2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2243
 DV2243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2243
 DV2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2243
 DV2243.The ellipsoidal height was determined by GPS observations
 DV2243.and is referenced to NAD 83.
 DV2243
 DV2243.The geoid height was determined by GEOID03.
 DV2243
 DV2243;                    North         East     Units Scale Factor Converg.
 DV2243;SPC AZ C     -   279,074.241   193,952.733   MT  0.99990464   -0 06 55.3
 DV2243;SPC AZ C     -   915,597.90    636,327.86   iFT  0.99990464   -0 06 55.3
 DV2243;UTM  12      - 3,709,139.923   395,467.373   MT  0.99973471   -0 37 17.7
 DV2243
 DV2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2243!SPC AZ C     -   0.99994956  x   0.99990464  =   0.99985420
 DV2243!UTM  12      -   0.99994956  x   0.99973471  =   0.99968428
 DV2243
 DV2243                          SUPERSEDED SURVEY CONTROL
 DV2243
 DV2243  ELLIP H (06/11/02)  321.346  (m)                       GP(       ) 4 2
 DV2243  NAD 83(1992)-  33 31 00.18917(N)    112 07 32.09397(W) AD(       ) 1
 DV2243  ELLIP H (08/23/93)  321.418  (m)                       GP(       ) 4 2
 DV2243  NAD 83(1986)-  33 31 00.18353(N)    112 07 32.09943(W) AD(       ) 1
 DV2243  NGVD 29 (09/11/89)  350.5    (m)         1150.     (f) GPS OBS     3  
 DV2243
 DV2243.Superseded values are not recommended for survey control.
 DV2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2243.See file dsdata.txt to determine how the superseded data were derived.
 DV2243
 DV2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9546709140(NAD 83)
 DV2243_MARKER: DD = SURVEY DISK
 DV2243_SETTING: 0 = UNSPECIFIED SETTING
 DV2243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2243+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2007
 DV2243
 DV2243  HISTORY     - Date     Condition        Report By
 DV2243  HISTORY     - 1986     MONUMENTED       AZDT
 DV2243  HISTORY     - 20070522 GOOD             GEOCAC
 DV2243
 DV2243                          STATION DESCRIPTION
 DV2243
 DV2243'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2243'THE STATION IS LOCATED ABOUT 0.81 KM (0.5 MI) NORTH-NORTHWEST
 DV2243'OF THE INTERSECTION OF INTERSTATE HWY. 17 AND CAMELBACK ROAD IN THE
 DV2243'CENTER OF THE INTERSECTION OF MISSOURI AVENUE AND 31ST AVENUE IN
 DV2243'PHOENIX, ARIZONA.
 DV2243'
 DV2243'TO REACH THE STATION, GO TO THE INTERSECTION OF 31ST AVENUE AND
 DV2243'MISSOURI AVENUE TO THE STATION ON THE CENTERLINE.
 DV2243'
 DV2243'THE STATION IS A STANDARD CITY OF PHOENIX BRASS CAP
 DV2243'UNSTAMPED---,
 DV2243'SET INTO CONCRETE IN A 20 CM DIAMETER HAND HOLE, RECESSED 15 CM BELOW
 DV2243'THE SURFACE.
 DV2243
 DV2243                          STATION RECOVERY (2007)
 DV2243
 DV2243'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1353 ***********************************************************************
 DB1353  DESIGNATION -  MISSION
 DB1353  PID         -  DB1353
 DB1353  STATE/COUNTY-  AZ/YUMA
 DB1353  USGS QUAD   -  YUMA EAST (1994)
 DB1353
 DB1353                         *CURRENT SURVEY CONTROL
 DB1353  ___________________________________________________________________
 DB1353* NAD 83(1992)-  32 43 44.80228(N)    114 36 56.88668(W)     ADJUSTED  
 DB1353* NAVD 88     -        55.2    (meters)     181.     (feet)  VERTCON   
 DB1353  ___________________________________________________________________
 DB1353  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DB1353  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1353  HORZ ORDER  -  SECOND
 DB1353
 DB1353.The horizontal coordinates were established by classical geodetic methods
 DB1353.and adjusted by the National Geodetic Survey in August 1993.
 DB1353
 DB1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1353
 DB1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1353
 DB1353.The geoid height was determined by GEOID03.
 DB1353
 DB1353;                    North         East     Units Scale Factor Converg.
 DB1353;SPC AZ W     -   192,050.408   132,205.803   MT  1.00001451   -0 28 05.3
 DB1353;SPC AZ W     -   630,086.64    433,746.07   iFT  1.00001451   -0 28 05.3
 DB1353;SPC CA 6     -   563,577.413 2,153,181.229   MT  1.00000947   +0 53 52.9
 DB1353;SPC CA 6     - 1,849,003.56  7,064,228.75   sFT  1.00000947   +0 53 52.9
 DB1353;UTM  11      - 3,623,771.149   723,426.955   MT  1.00021558   +1 17 22.5
 DB1353
 DB1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1353!SPC AZ W     -   0.99999663  x   1.00001451  =   1.00001114
 DB1353!SPC CA 6     -   0.99999663  x   1.00000947  =   1.00000610
 DB1353!UTM  11      -   0.99999663  x   1.00021558  =   1.00021221
 DB1353
 DB1353|---------------------------------------------------------------------|
 DB1353| PID    Reference Object                     Distance      Geod. Az  |
 DB1353|                                                           dddmmss.s |
 DB1353| DB1336 BEE                                  80.920 METERS 03226     |
 DB1353| DB1290 SUGARLOAF 2                         APPROX.14.0 KM 0601739.9 |
 DB1353| CF1091 MISSION RM 1                          8.022 METERS 11730     |
 DB1353| DB1350 T16S R22E SECS 35 36 MC WC            3.256 METERS 17939     |
 DB1353| CF1092 MISSION RM 2                         10.355 METERS 25509     |
 DB1353| DB1343 BOUNDARY PT 31 AZ CA                 95.293 METERS 35959     |
 DB1353|---------------------------------------------------------------------|
 DB1353
 DB1353                          SUPERSEDED SURVEY CONTROL
 DB1353
 DB1353  NAD 83(1986)-  32 43 44.81320(N)    114 36 56.89573(W) AD(       ) 2
 DB1353  NAD 27      -  32 43 44.64841(N)    114 36 54.06437(W) AD(       ) 2
 DB1353  NGVD 29 (07/19/86)   54.6    (m)          179.     (f) VERT ANG    3  
 DB1353
 DB1353.Superseded values are not recommended for survey control.
 DB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1353.See file dsdata.txt to determine how the superseded data were derived.
 DB1353
 DB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2342723771(NAD 83)
 DB1353_MARKER: DS = TRIANGULATION STATION DISK
 DB1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DB1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1353+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2009
 DB1353
 DB1353  HISTORY     - Date     Condition        Report By
 DB1353  HISTORY     - 1964     MONUMENTED       CGS
 DB1353  HISTORY     - 19901006 GOOD             USPSQD
 DB1353  HISTORY     - 20050517 GOOD             BOR
 DB1353  HISTORY     - 20060406 GOOD             INDIV
 DB1353  HISTORY     - 20070616 GOOD             GEOCAC
 DB1353  HISTORY     - 20090208 GOOD             GEOCAC
 DB1353
 DB1353                          STATION DESCRIPTION
 DB1353
 DB1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1353'THE STATION IS LOCATED AT THE NORTH EDGE OF THE CITY OF YUMA
 DB1353'ON TOP OF A SMALL, BARE, FLAT-TOPPED, GRAVEL AND ROCK KNOLL
 DB1353'ON LAND OF THE YUMA INDIAN RESERVATION.  IT IS ABOUT 0.2
 DB1353'MILE SOUTH OF THE BUILDINGS OF THE GOVERNMENT INDIAN SCHOOL
 DB1353'AND THE PURISIMA CONCEPTION MISSION AND ON OR CLOSE TO THE
 DB1353'LINE BETWEEN POINTS 31 AND 32 OF THE INTERSTATE BOUNDARY
 DB1353'COMPACT.  THE KNOLL IS ON THE NORTH SIDE OF THE COLORADO RIVER
 DB1353'ABOUT 80 FEET ABOVE THE WATER AND IS CUT ON ITS EAST AND
 DB1353'NORTH SIDES BY THE ROADWAY OF OLD U.S. HIGHWAY 80.
 DB1353'
 DB1353'TO REACH THE STATION FROM THE CITY HALL IN YUMA, GO EAST ON
 DB1353'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1353'ON PENETENTIARY AVENUE 0.6 MILE TO A FORK AT THE NORTH END
 DB1353'OF THE COLORADO RIVER BRIDGE.  CONTINUE NORTHWEST 0.1 MILE
 DB1353'TO THE SECOND SIDE ROAD ON THE LEFT AT AN OLD BUILDING
 DB1353'FOUNDATION.  TURN LEFT AND GO SOUTH 100 FEET TO STEEP GRAVEL ROAD
 DB1353'UP ONTO KNOLL AND THE STATION.
 DB1353'
 DB1353'THE STATION MARK IS A STANDARD DISK STAMPED MISSION 1964
 DB1353'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DB1353'SET FLUSH WITH THE GROUND.  IT IS 40.6 FEET WEST OF THE EAST
 DB1353'EDGE OF THE BLUFF AND 10.7 FEET NORTH OF A ROCK RETAINING WALL.
 DB1353'
 DB1353'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MISSION NO
 DB1353'1 1964 CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF A ROCK
 DB1353'RETAINING WALL.  IT IS 5.1 FEET WEST OF THE EAST END OF
 DB1353'THE WALL, 0.9 FOOT NORTH OF THE SOUTH EDGE OF THE WALL, AND
 DB1353'AT THE SAME ELEVATION AS THE STATION.
 DB1353'
 DB1353'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MISSION
 DB1353'NO 2 1964 CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF A
 DB1353'ROCK RETAINING WALL.  IT IS 3.2 FEET EAST OF THE WEST END
 DB1353'OF THE WALL AND AT THE SAME ELEVATION AS THE STATION.
 DB1353'
 DB1353'A GENERAL LAND OFFICE SURVEY DISK STAMPED T16S R22E S35 S36 MC WC
 DB1353'49 IS CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF
 DB1353'THE RETAINING WALL.  A DISTANCE WAS MEASURED TO THE T ON
 DB1353'THE DISK BUT IT WAS TOO CLOSE TO FOCUS FOR A CLOSER ANGLE
 DB1353'MEASUREMENT.
 DB1353'
 DB1353'THIS STATION WAS USED TO LOCATE BDRY. PT. NO. 32 CALIF-ARIZ
 DB1353'WHICH IS IN THE CENTER OF THE COLORADO RIVER.
 DB1353
 DB1353                          STATION RECOVERY (1990)
 DB1353
 DB1353'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB1353'RECOVERED IN GOOD CONDITION.
 DB1353
 DB1353                          STATION RECOVERY (2005)
 DB1353
 DB1353'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005
 DB1353'RECOVERED IN GOOD CONDITION.
 DB1353
 DB1353                          STATION RECOVERY (2006)
 DB1353
 DB1353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB1353'MONUMENT RECOVERED INTACT, LOCATED AT THE NORTH END OF, AND ON THE
 DB1353'WEST SIDE OF, THE OCEAN TO OCEAN BRIDGE, ATOP A SMALL KNOLL.
 DB1353
 DB1353                          STATION RECOVERY (2007)
 DB1353
 DB1353'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1353'RECOVERED STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND GLO
 DB1353'SURVEY DISK IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE
 DB1353'TO THE DESCRIPTION   THE STATION MARK IS 2.3 FEET SOUTH OF A WITNESS
 DB1353'POST.
 DB1353
 DB1353                          STATION RECOVERY (2009)
 DB1353
 DB1353'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1353'RECOVERED STATION MISSION ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DB1353'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2090 ***********************************************************************
 DV2090  DESIGNATION -  MISSION
 DV2090  PID         -  DV2090
 DV2090  STATE/COUNTY-  AZ/MARICOPA
 DV2090  USGS QUAD   -  LAVEEN (1973)
 DV2090
 DV2090                         *CURRENT SURVEY CONTROL
 DV2090  ___________________________________________________________________
 DV2090* NAD 83(1992)-  33 20 01.24979(N)    112 12 09.18501(W)     ADJUSTED  
 DV2090* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 DV2090  ___________________________________________________________________
 DV2090  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DV2090  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV2090  HORZ ORDER  -  SECOND
 DV2090
 DV2090.The horizontal coordinates were established by classical geodetic methods
 DV2090.and adjusted by the National Geodetic Survey in August 1993.
 DV2090
 DV2090.The orthometric height was scaled from a topographic map.
 DV2090
 DV2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2090
 DV2090.The geoid height was determined by GEOID03.
 DV2090
 DV2090;                    North         East     Units Scale Factor Converg.
 DV2090;SPC AZ C     -   258,791.973   186,746.791   MT  0.99990873   -0 09 25.6
 DV2090;SPC AZ C     -   849,055.03    612,686.32   iFT  0.99990873   -0 09 25.6
 DV2090;UTM  12      - 3,688,925.234   388,084.143   MT  0.99975442   -0 39 39.2
 DV2090
 DV2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2090!SPC AZ C     -   0.99995627  x   0.99990873  =   0.99986500
 DV2090!UTM  12      -   0.99995627  x   0.99975442  =   0.99971070
 DV2090
 DV2090:                Primary Azimuth Mark                     Grid Az
 DV2090:SPC AZ C     -  MISSION RM 3 AZIMUTH                     085 52 29.5
 DV2090:UTM  12      -  MISSION RM 3 AZIMUTH                     086 22 43.1
 DV2090
 DV2090|---------------------------------------------------------------------|
 DV2090| PID    Reference Object                     Distance      Geod. Az  |
 DV2090|                                                           dddmmss.s |
 DV2090| CH5956 MISSION RM 3 AZIMUTH                               0854303.9 |
 DV2090| CH5954 MISSION RM 1                         16.803 METERS 11548     |
 DV2090| CH5955 MISSION RM 2                         10.880 METERS 35116     |
 DV2090|---------------------------------------------------------------------|
 DV2090
 DV2090                          SUPERSEDED SURVEY CONTROL
 DV2090
 DV2090  NAD 83(1986)-  33 20 01.24369(N)    112 12 09.19043(W) AD(       ) 2
 DV2090  NAD 27      -  33 20 01.07900(N)    112 12 06.64500(W) AD(       ) 2
 DV2090
 DV2090.Superseded values are not recommended for survey control.
 DV2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2090.See file dsdata.txt to determine how the superseded data were derived.
 DV2090
 DV2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8808488925(NAD 83)
 DV2090_MARKER: DS = TRIANGULATION STATION DISK
 DV2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2090
 DV2090  HISTORY     - Date     Condition        Report By
 DV2090  HISTORY     - 1935     MONUMENTED       CGS
 DV2090  HISTORY     - 1959     GOOD             AMS
 DV2090  HISTORY     - 20070828 MARK NOT FOUND   GEOCAC
 DV2090
 DV2090                          STATION DESCRIPTION
 DV2090
 DV2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2090'ABOUT 3.5 MILES NORTHWEST OF ST. JOHNS INDIAN MISSION, ON
 DV2090'A GRADED DIRT ROAD, 100 FEET WEST OF THE ROAD, AND 100 FEET
 DV2090'SOUTH OF WHERE THE ROAD TURNS WEST.  MARKED BY STANDARD BRONZE
 DV2090'DISKS.  REFERENCE MARK NO. 1,
 DV2090'A STANDARD BRONZE REFERENCE DISK IS 16.803 METERS
 DV2090'(55.13 FEET) FROM STATION S 74 DEG 12 MIN E.  REFERENCE
 DV2090'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK IS
 DV2090'10.880 METERS (35.70 FEET) FROM STATION N 08 DEG 44 MIN W.
 DV2090'THE AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD
 DV2090'BRONZE DISK IS ON THE NORTH SIDE OF THE ROAD
 DV2090'ABOUT 30 FEET FROM THE CENTER AND 0.3 MILE FROM STATION
 DV2090'N 85 DEG 43 MIN E.
 DV2090
 DV2090                          STATION RECOVERY (1959)
 DV2090
 DV2090'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DV2090'STATION RECOVERED AS DESCRIBED.
 DV2090'
 DV2090'THE DISTANCE FROM REFERENCE MARKS ARE REVERSED IN DESCRIPTION.
 DV2090'
 DV2090'STATION IS LOCATED 35.70 FEET FROM REFERENCE MARK 1 AND 55.13
 DV2090'FEET FROM REFERENCE MARK 2.
 DV2090
 DV2090                          STATION RECOVERY (2007)
 DV2090
 DV2090'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2090'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2090'MARK. THE ST. JOHNS ROAD HAS BEEN COMPLETELY REMOVED, AND NO SIGN
 DV2090'WHATSOEVER REMAINS. THE LOCATION OF THE ADJUSTED CO-ORDINATES IS A
 DV2090'GRADED/LEVELED FIELD. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2398 ***********************************************************************
 CZ2398  DESIGNATION -  MISSION
 CZ2398  PID         -  CZ2398
 CZ2398  STATE/COUNTY-  AZ/PIMA
 CZ2398  USGS QUAD   -  ORO VALLEY (1981)
 CZ2398
 CZ2398                         *CURRENT SURVEY CONTROL
 CZ2398  ___________________________________________________________________
 CZ2398* NAD 83(1992)-  32 28 02.50454(N)    110 55 30.78699(W)     ADJUSTED  
 CZ2398* NAVD 88     -       916.8    (meters)    3008.     (feet)  VERTCON   
 CZ2398  ___________________________________________________________________
 CZ2398  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 CZ2398  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CZ2398  HORZ ORDER  -  SECOND
 CZ2398
 CZ2398.The horizontal coordinates were established by classical geodetic methods
 CZ2398.and adjusted by the National Geodetic Survey in August 1993.
 CZ2398
 CZ2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2398
 CZ2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2398
 CZ2398.The geoid height was determined by GEOID03.
 CZ2398
 CZ2398;                    North         East     Units Scale Factor Converg.
 CZ2398;SPC AZ C     -   163,120.976   306,559.378   MT  1.00000708   +0 31 56.2
 CZ2398;SPC AZ C     -   535,173.81  1,005,772.24   iFT  1.00000708   +0 31 56.2
 CZ2398;UTM  12      - 3,592,243.663   507,027.439   MT  0.99960061   +0 02 24.5
 CZ2398
 CZ2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2398!SPC AZ C     -   0.99986056  x   1.00000708  =   0.99986764
 CZ2398!UTM  12      -   0.99986056  x   0.99960061  =   0.99946122
 CZ2398
 CZ2398|---------------------------------------------------------------------|
 CZ2398| PID    Reference Object                     Distance      Geod. Az  |
 CZ2398|                                                           dddmmss.s |
 CZ2398| CS5915 DUMP                                 10.579 METERS 01741     |
 CZ2398| CS5917 MISSION RM 1                         10.730 METERS 19751     |
 CZ2398|---------------------------------------------------------------------|
 CZ2398
 CZ2398                          SUPERSEDED SURVEY CONTROL
 CZ2398
 CZ2398  NAD 83(1986)-  32 28 02.49907(N)    110 55 30.77921(W) AD(       ) 2
 CZ2398  NGVD 29 (05/15/91)  916.1    (m)         3006.     (f) VERT ANG    3  
 CZ2398
 CZ2398.Superseded values are not recommended for survey control.
 CZ2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2398.See file dsdata.txt to determine how the superseded data were derived.
 CZ2398
 CZ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0702792244(NAD 83)
 CZ2398_MARKER: DS = TRIANGULATION STATION DISK
 CZ2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2398+STABILITY: SURFACE MOTION
 CZ2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2398+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2007
 CZ2398
 CZ2398  HISTORY     - Date     Condition        Report By
 CZ2398  HISTORY     - 1983     MONUMENTED       AZDT
 CZ2398  HISTORY     - 20070316 GOOD             GEOCAC
 CZ2398
 CZ2398                          STATION DESCRIPTION
 CZ2398
 CZ2398'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ2398'THE STATION IS LOCATED 2 MILES SOUTH OF CATALINA ALONG U.S. HIGHWAY
 CZ2398'89 AND 100 FEET NORTH OF THE CATALINA MISSION ROAD.
 CZ2398'
 CZ2398'THE STATION MARK IS AN AZDT DISK STAMPED---MISSION 1983---.  IT IS SET
 CZ2398'IN TOP OF A 10 INCH CONCRETE MONUMENT 98 FEET EAST OF THE CENTER LINE
 CZ2398'OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WITNESS POST.
 CZ2398'
 CZ2398'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MISSION 1983---.  IT IS SET
 CZ2398'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2398'
 CZ2398'REFERENCE MARK 2 IS AN AZDT STATION DISK STAMPED---DUMP 1977---.  IT
 CZ2398'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2398'
 CZ2398'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL SOUTH
 CZ2398'ALONG U.S. HIGHWAY 89 FOR 2.2 MILES TO THE STATION ON THE LEFT AT MILE
 CZ2398'POST 84.65.
 CZ2398
 CZ2398                          STATION RECOVERY (2007)
 CZ2398
 CZ2398'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CZ2398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0705 ***********************************************************************
 FQ0705  DESIGNATION -  MISSOURI
 FQ0705  PID         -  FQ0705
 FQ0705  STATE/COUNTY-  AZ/COCONINO
 FQ0705  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0705
 FQ0705                         *CURRENT SURVEY CONTROL
 FQ0705  ___________________________________________________________________
 FQ0705* NAD 83(1992)-  35 31 26.35038(N)    111 42 46.14946(W)     ADJUSTED  
 FQ0705* NAVD 88     -      2265.     (meters)    7431.     (feet)  SCALED    
 FQ0705  ___________________________________________________________________
 FQ0705  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FQ0705  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0705  HORZ ORDER  -  SECOND
 FQ0705
 FQ0705.The horizontal coordinates were established by classical geodetic methods
 FQ0705.and adjusted by the National Geodetic Survey in August 1993.
 FQ0705
 FQ0705.The orthometric height was scaled from a topographic map.
 FQ0705
 FQ0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0705
 FQ0705.The geoid height was determined by GEOID03.
 FQ0705
 FQ0705;                    North         East     Units Scale Factor Converg.
 FQ0705;SPC AZ C     -   501,721.363   231,847.612   MT  0.99990421   +0 07 06.4
 FQ0705;SPC AZ C     - 1,646,067.46    760,654.90   iFT  0.99990421   +0 07 06.4
 FQ0705;UTM  12      - 3,931,387.264   435,370.887   MT  0.99965147   -0 24 51.1
 FQ0705
 FQ0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0705!SPC AZ C     -   0.99964822  x   0.99990421  =   0.99955247
 FQ0705!UTM  12      -   0.99964822  x   0.99965147  =   0.99929982
 FQ0705
 FQ0705|---------------------------------------------------------------------|
 FQ0705| PID    Reference Object                     Distance      Geod. Az  |
 FQ0705|                                                           dddmmss.s |
 FQ0705| CH3696 MISSOURI RM 1                        13.345 METERS 10755     |
 FQ0705| CH3697 MISSOURI RM 2                        15.067 METERS 16328     |
 FQ0705| CH3695 MISSOURI AZ MK                                     3473814.5 |
 FQ0705|---------------------------------------------------------------------|
 FQ0705
 FQ0705                          SUPERSEDED SURVEY CONTROL
 FQ0705
 FQ0705  NAD 83(1986)-  35 31 26.35030(N)    111 42 46.14947(W) AD(       ) 2
 FQ0705  NAD 27      -  35 31 26.32548(N)    111 42 43.58727(W) AD(       ) 2
 FQ0705
 FQ0705.Superseded values are not recommended for survey control.
 FQ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0705.See file dsdata.txt to determine how the superseded data were derived.
 FQ0705
 FQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3537131387(NAD 83)
 FQ0705_MARKER: DS = TRIANGULATION STATION DISK
 FQ0705_SETTING: 80 = SET IN A BOULDER
 FQ0705_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0705
 FQ0705  HISTORY     - Date     Condition        Report By
 FQ0705  HISTORY     - 1936     MONUMENTED       CGS
 FQ0705  HISTORY     - 1955     GOOD             CGS
 FQ0705  HISTORY     - 1971     GOOD             NGS
 FQ0705
 FQ0705                          STATION DESCRIPTION
 FQ0705
 FQ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0705'STATION IS 23 MILES NORTH-NORTHEAST OF FLAGSTAFF, LOCATED ON THE
 FQ0705'HIGHEST POINT ON NORTHEAST SIDE OF THE RIM OF A CRATER KNOWN
 FQ0705'AS MISSOURI BILL, LYING 1-3/4 MILES NORTHWEST OF MUDHEN TANK
 FQ0705'AND 10 MILES WEST OF U.S. HIGHWAY 89.  THE PEAK IS 600 FEET
 FQ0705'ABOVE THE GENERAL LEVEL AND IS COVERED ON TOP AND SIDES WITH
 FQ0705'SCRUB TIMBER.
 FQ0705'
 FQ0705'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89, 6 MILES
 FQ0705'EAST OF FLAGSTAFF, GO NORTH ON HIGHWAY 89 FOR 13.9 MILES, TURN
 FQ0705'1/2 LEFT ACROSS RED RAIL CATTLE GUARD AND GO NORTHWEST ALONG
 FQ0705'GRADED ROAD FOR 1.1 MILES TO ROAD FORKS.  KEEP STRAIGHT AHEAD
 FQ0705'(NORTHWEST) ON GRADED ROAD MARKED CEDAR RANCH FOR 6.6 MILES.
 FQ0705'TAKE LEFT FORK MARKED CEDAR RANCH AND CONTINUE NORTHWEST TO
 FQ0705'NATIONAL FOREST BOUNDARY FENCE WHERE ROAD CURVES TO LEFT AND
 FQ0705'RUNS DUE WEST, PARALLELING BOUNDARY FENCE, AND GO FROM FORKS
 FQ0705'5.4 MILES.  CROSS RAIL CATTLE GUARD AND CONTINUE DUE WEST FOR
 FQ0705'1.1 MILES (AZIMUTH MARK IS 200 YARDS WEST OF THIS CATTLE
 FQ0705'GUARD).  TURN SHARPLY TO THE LEFT ABOUT 0.1 MILE BEFORE
 FQ0705'REACHING DRY CREEK BED.  PICK UP DIM TRAIL AFTER TURNING
 FQ0705'SHARPLY LEFT AND CONTINUE UP INTO THE PASS AT THE WEST
 FQ0705'FOOT OF THE PEAK FOR 1.8 MILES TO WIRE GATE.  PASS THROUGH
 FQ0705'GATE AND CONTINUE SOUTHERLY THROUGH PASS FOR 0.3 MILE TO LONE
 FQ0705'SOUTHEAST FENCE CORNER WITH WIRE GATE.  TURN LEFT AND DRIVE
 FQ0705'CROSS COUNTRY UP THE SLOPE FOR ABOUT 200 YARDS TO END OF TRUCK
 FQ0705'TRAVEL ON SOUTHWEST SIDE OF STATION BUTTE.  PACK UP TO
 FQ0705'THE NORTHEAST UP TO THE CRATER, TO THE RIM, AND ALONG THE
 FQ0705'RIM TO THE HIGHEST POINT ON THE NORTHEAST SIDE AND THE
 FQ0705'STATION, A 45-MINUTE PACK.  MARK SET IN DRILL HOLE IN BOULDER.
 FQ0705'
 FQ0705'REFERENCE MARK NO. 1 IS SET IN A BURIED LAVA BOULDER SOUTHEAST
 FQ0705'OF THE STATION.
 FQ0705'
 FQ0705'REFERENCE MARK NO. 2 IS SET IN A LAVA OUTCROP SOUTH OF THE
 FQ0705'STATION.
 FQ0705'
 FQ0705'AZIMUTH MARK IS SET IN THE TOP OF A BOULDER THAT LIES IN THE
 FQ0705'SADDLE OF A VERY PROMINENT ROCK OUTCROP.  THE ROCK OUTCROP IS
 FQ0705'ABOUT 200 YARDS WEST OF THE CATTLE GUARD,
 FQ0705'AND ABOUT 200 FEET SOUTH OF THE ROAD.
 FQ0705'
 FQ0705'A 4-FOOT STAND.
 FQ0705'
 FQ0705'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FQ0705
 FQ0705                          STATION RECOVERY (1955)
 FQ0705
 FQ0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0705'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 FQ0705'GOOD CONDITION AS DESCRIBED BY J.D.T. IN 1936.
 FQ0705
 FQ0705                          STATION RECOVERY (1971)
 FQ0705
 FQ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (AD)
 FQ0705'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0705'
 FQ0705'TO REACH AS PER DESCRIPTION.
 FQ0705'
 FQ0705'STATION MARK AS PER DESCRIPTION.
 FQ0705'
 FQ0705'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 FQ0705'
 FQ0705'AZIMUTH MARK AS PER DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0217 ***********************************************************************
 FR0217  DESIGNATION -  MITCH
 FR0217  PID         -  FR0217
 FR0217  STATE/COUNTY-  AZ/YAVAPAI
 FR0217  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0217
 FR0217                         *CURRENT SURVEY CONTROL
 FR0217  ___________________________________________________________________
 FR0217* NAD 83(1992)-  35 19 07.76240(N)    112 50 41.44035(W)     ADJUSTED  
 FR0217* NAVD 88     -      1619.163  (meters)    5312.20   (feet)  POSTED    
 FR0217  ___________________________________________________________________
 FR0217  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 FR0217  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 FR0217  DYNAMIC HT  -        1617.020 (meters)    5305.17  (feet)  COMP
 FR0217  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 FR0217
 FR0217  HORZ ORDER  -  SECOND
 FR0217  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FR0217
 FR0217.The horizontal coordinates were established by classical geodetic methods
 FR0217.and adjusted by the National Geodetic Survey in August 1993.
 FR0217
 FR0217.The orthometric height was determined by differential leveling
 FR0217.and adjusted by the  in 1992.
 FR0217.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FR0217.rate of 4.1 thru 8.0 mm/km.
 FR0217
 FR0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0217
 FR0217.The geoid height was determined by GEOID03.
 FR0217
 FR0217.The dynamic height is computed by dividing the NAVD 88
 FR0217.geopotential number by the normal gravity value computed on the
 FR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0217.degrees latitude (g = 980.6199 gals.).
 FR0217
 FR0217.The modeled gravity was interpolated from observed gravity values.
 FR0217
 FR0217;                    North         East     Units Scale Factor Converg.
 FR0217;SPC AZ C     -   479,337.224   128,965.514   MT  0.99998775   -0 32 11.9
 FR0217;SPC AZ C     - 1,572,628.69    423,115.20   iFT  0.99998775   -0 32 11.9
 FR0217;UTM  12      - 3,909,961.407   332,300.774   MT  0.99994659   -1 04 00.5
 FR0217
 FR0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0217!SPC AZ C     -   0.99974990  x   0.99998775  =   0.99973765
 FR0217!UTM  12      -   0.99974990  x   0.99994659  =   0.99969650
 FR0217
 FR0217|---------------------------------------------------------------------|
 FR0217| PID    Reference Object                     Distance      Geod. Az  |
 FR0217|                                                           dddmmss.s |
 FR0217| FR0218 MITCH RM 1                           10.275 METERS 10631     |
 FR0217| FR0216 MITCH RM 2                           13.001 METERS 28052     |
 FR0217| FR0901 SELIGMAN SANTA FE RR TANK           APPROX. 3.0 KM 2824257.2 |
 FR0217|---------------------------------------------------------------------|
 FR0217
 FR0217                          SUPERSEDED SURVEY CONTROL
 FR0217
 FR0217  NAD 83(1986)-  35 19 07.76255(N)    112 50 41.43788(W) AD(       ) 2
 FR0217  NAD 27      -  35 19 07.74240(N)    112 50 38.79150(W) AD(       ) 2
 FR0217  NGVD 29 (??/??/92) 1618.267  (m)         5309.26   (f) ADJ UNCH    2 0
 FR0217
 FR0217.Superseded values are not recommended for survey control.
 FR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0217.See file dsdata.txt to determine how the superseded data were derived.
 FR0217
 FR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3230109961(NAD 83)
 FR0217_MARKER: DE = TRAVERSE STATION DISK
 FR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0217_STAMPING: MITCH 1962
 FR0217_MARK LOGO: CGS   
 FR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0217+STABILITY: SURFACE MOTION
 FR0217
 FR0217  HISTORY     - Date     Condition        Report By
 FR0217  HISTORY     - 1962     MONUMENTED       CGS
 FR0217  HISTORY     - 1962     GOOD             CGS
 FR0217  HISTORY     - 1982     POOR             NGS
 FR0217  HISTORY     - 20030503 POOR             NGS
 FR0217
 FR0217                          STATION DESCRIPTION
 FR0217
 FR0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0217'STATION IS LOCATED ABOUT 2 MILES EAST OF SELIGMAN AND ON
 FR0217'THE ROAD RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 66 AND THE SANTA
 FR0217'FE RAILROAD TRACKS.
 FR0217'
 FR0217'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO 0.05
 FR0217'MILE SOUTH TO U.S. HIGHWAY 66, TURN LEFT ON U.S. HIGHWAY 66
 FR0217'AND GO 1.9 MILES EAST TO STATION ON RIGHT AS DESCRIBED.
 FR0217'
 FR0217'STATION MARK, A STANDARD TRAVERSE DISK STAMPED MITCH 1962,
 FR0217'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0217'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS 46
 FR0217'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 66, 6.5 FEET NORTHEAST
 FR0217'OF A TRIANGLE BLAZED FENCE POST AND 4 FEET NORTH OF THE WITNESS
 FR0217'POST.
 FR0217'
 FR0217'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED MITCH
 FR0217'NO 1 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE
 FR0217'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  THE
 FR0217'MARK IS 47 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 66, 33
 FR0217'FEET EAST OF THE WITNESS POST AND 3 FEET NORTH OF THE FENCE.
 FR0217'
 FR0217'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED MITCH
 FR0217'NO 2 1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE
 FR0217'POST WHICH PROJECTS ABOUT 3 INCHES.  THE MARK IS 49 FEET
 FR0217'SOUTH OF THE CENTER OF U.S. HIGHWAY 66, 43 FEET WEST OF THE
 FR0217'WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 FR0217'
 FR0217'NOTE--NO AZIMUTH MARK WAS SET AT THIS STATION.
 FR0217'
 FR0217'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0217
 FR0217                          STATION RECOVERY (1962)
 FR0217
 FR0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0217'1.9 MI E FROM SELIGMAN.
 FR0217'1.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0217'SANTA FE RAILWAY STATION AT SELIGMAN, ABOUT 0.05 MILE NORTHEAST OF THE
 FR0217'A.T. AND S.F. RAILWAY MILE POST 427, 46 FEET SOUTH OF THE CENTER OF
 FR0217'U.S. HIGHWAY 66, 96 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 FR0217'TRACK OF A.T. AND S.F. RAILWAY, 4 FEET NORTH OF A FENCE, 3.7 FEET
 FR0217'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FR0217'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0217
 FR0217                          STATION RECOVERY (1982)
 FR0217
 FR0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0217'RECOVERED IN GOOD CONDITION. THE POST WAS FOUND LEANING NOT LEVELED
 FR0217'THIS SURVEY.
 FR0217
 FR0217                          STATION RECOVERY (2003)
 FR0217
 FR0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0217'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1546 ***********************************************************************
 DA1546  DESIGNATION -  MITCH RESET
 DA1546  PID         -  DA1546
 DA1546  STATE/COUNTY-  AZ/MARICOPA
 DA1546  USGS QUAD   -  BOSQUE (1973)
 DA1546
 DA1546                         *CURRENT SURVEY CONTROL
 DA1546  ___________________________________________________________________
 DA1546* NAD 83(1992)-  32 55 00.37502(N)    112 34 10.67254(W)     ADJUSTED  
 DA1546* NAVD 88     -       629.3    (meters)    2065.     (feet)  VERTCON   
 DA1546  ___________________________________________________________________
 DA1546  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 DA1546  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DA1546  HORZ ORDER  -  SECOND
 DA1546  VERT ORDER  -  THIRD ? (See Below)
 DA1546
 DA1546.The horizontal coordinates were established by classical geodetic methods
 DA1546.and adjusted by the National Geodetic Survey in August 1993.
 DA1546
 DA1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1546.The vertical order pertains to the NGVD 29 superseded value.
 DA1546
 DA1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1546
 DA1546.The geoid height was determined by GEOID03.
 DA1546
 DA1546;                    North         East     Units Scale Factor Converg.
 DA1546;SPC AZ C     -   212,711.161   152,286.693   MT  0.99994598   -0 21 17.4
 DA1546;SPC AZ C     -   697,871.26    499,628.26   iFT  0.99994598   -0 21 17.4
 DA1546;UTM  12      - 3,643,152.897   353,226.498   MT  0.99986562   -0 51 11.2
 DA1546
 DA1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1546!SPC AZ C     -   0.99990609  x   0.99994598  =   0.99985207
 DA1546!UTM  12      -   0.99990609  x   0.99986562  =   0.99977172
 DA1546
 DA1546|---------------------------------------------------------------------|
 DA1546| PID    Reference Object                     Distance      Geod. Az  |
 DA1546|                                                           dddmmss.s |
 DA1546| DA1547 MITCH RM 2                            7.082 METERS 03054     |
 DA1546| DV2115 ESTRELLA                            APPROX.15.5 KM 0340425.2 |
 DA1546| CH5957 MITCH RM 1                            2.436 METERS 27400     |
 DA1546|---------------------------------------------------------------------|
 DA1546
 DA1546                          SUPERSEDED SURVEY CONTROL
 DA1546
 DA1546  NAD 83(1986)-  32 55 00.36658(N)    112 34 10.67627(W) AD(       ) 2
 DA1546  NGVD 29 (07/19/86)  628.6    (m)         2062.     (f) LEVELING    3  
 DA1546
 DA1546.Superseded values are not recommended for survey control.
 DA1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1546.See file dsdata.txt to determine how the superseded data were derived.
 DA1546
 DA1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5322643153(NAD 83)
 DA1546_MARKER: DS = TRIANGULATION STATION DISK
 DA1546_SETTING: 66 = SET IN ROCK OUTCROP
 DA1546_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1546
 DA1546  HISTORY     - Date     Condition        Report By
 DA1546  HISTORY     - 1973     MONUMENTED       USGS
 DA1546  HISTORY     - 1975     GOOD             NGS
 DA1546
 DA1546                          STATION DESCRIPTION
 DA1546
 DA1546'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA1546'LOCATED ABOUT 8.8 MI E. OF GILA BEND, ABOUT 1.2 MI N. OF I-HWY.
 DA1546'8.  ON HIGHEST POINT OF SMALL RANGE OF ROCKY HILLS.
 DA1546'
 DA1546'TO REACH FROM JCT. OF U.S. HWY. 80 AND STATE HWY. 84, GO 10.7 MI
 DA1546'SE. ON STATE HWY. 84 AND I-HWY. 8.  TURN LEFT ACROSS I-HWY. 8 AND
 DA1546'PASS THROUGH GATE.  TURN LEFT (W.) FOLLOWING RIGHT-OF-WAY FENCE
 DA1546'1.5 MI TO OLD STATE HWY. 84.  TURN LEFT CROSS-COUNTRY 0.8 MI NW.
 DA1546'TO FIRST MAIN CANYON AND END OF TRUCK TRAVEL.  PACK UP LARGEST
 DA1546'NORTHWEST RIDGE TO STATION.  A 50-MINUTE PACK.
 DA1546'
 DA1546'STATION MARK--STANDARD ALUMINUM TABLET
 DA1546'STAMPED---MITCH 1949 RESET 1973---, IN CONCRETE PROJECTING 0.45 FT,
 DA1546'IN SAME POSITION AS ORIGINAL STATION MARK.
 DA1546
 DA1546                          STATION RECOVERY (1975)
 DA1546
 DA1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 DA1546'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED AND FOUND IN GOOD
 DA1546'CONDITION.  THE STATION MARK HAS BEEN RESET WITH A USGS DISK STAMPED
 DA1546'MITCH RESET 1973, AND CEMENTED INTO A ROCK OUTCROP.  MARK WAS
 DA1546'PROBABLE SET IN SAME DRILL HOLE AS AMS RECOVERY NOTE OF 1968
 DA1546'STATES PORTION OF DRILL HOLE STILL EVIDENT.  REFERENCE MARK ANGLES
 DA1546'DO NOT CHECK BUT REFERENCE MARK DISTANCE CHECK WITHIN A 0.11 FT.
 DA1546'
 DA1546'THE DESCRIPTION BY HUSEMEYER OF 1960 IS ADEQUATE EXCEPT GATE IS NOW
 DA1546'LOCKED AND KEY CAN BE OBTAINED FROM A.H.D. HIGHWAY DEPARTMENT
 DA1546'MAINTENANCE YARD IN GILA BEND.
 DA1546'
 DA1546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.9 MILES
 DA1546'SOUTHEAST GILA BEND.
 DA1546'
 DA1546'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0218 ***********************************************************************
 FR0218  DESIGNATION -  MITCH RM 1
 FR0218  PID         -  FR0218
 FR0218  STATE/COUNTY-  AZ/YAVAPAI
 FR0218  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0218
 FR0218                         *CURRENT SURVEY CONTROL
 FR0218  ___________________________________________________________________
 FR0218* NAD 83(1986)-  35 19 08.     (N)    112 50 41.     (W)     SCALED    
 FR0218* NAVD 88     -      1619.343  (meters)    5312.79   (feet)  ADJUSTED  
 FR0218  ___________________________________________________________________
 FR0218  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 FR0218  DYNAMIC HT  -        1617.205 (meters)    5305.78  (feet)  COMP
 FR0218  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 FR0218
 FR0218  VERT ORDER  -  FIRST     CLASS II
 FR0218
 FR0218.The horizontal coordinates were scaled from a topographic map and have
 FR0218.an estimated accuracy of +/- 6 seconds.
 FR0218
 FR0218.The orthometric height was determined by differential leveling
 FR0218.and adjusted in June 1991.
 FR0218
 FR0218.The geoid height was determined by GEOID03.
 FR0218
 FR0218.The dynamic height is computed by dividing the NAVD 88
 FR0218.geopotential number by the normal gravity value computed on the
 FR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0218.degrees latitude (g = 980.6199 gals.).
 FR0218
 FR0218.The modeled gravity was interpolated from observed gravity values.
 FR0218
 FR0218;                    North         East    Units  Estimated Accuracy
 FR0218;SPC AZ C     -   479,340.      128,980.      MT  (+/- 180 meters Scaled)
 FR0218
 FR0218                          SUPERSEDED SURVEY CONTROL
 FR0218
 FR0218  NGVD 29 (??/??/92) 1618.447  (m)         5309.85   (f) ADJ UNCH    1 2
 FR0218
 FR0218.Superseded values are not recommended for survey control.
 FR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0218.See file dsdata.txt to determine how the superseded data were derived.
 FR0218
 FR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE323099(NAD 83)
 FR0218_MARKER: DR = REFERENCE MARK DISK
 FR0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0218_STAMPING: MITCH NO 1 1962
 FR0218_MARK LOGO: CGS   
 FR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0218+STABILITY: SURFACE MOTION
 FR0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0218+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0218
 FR0218  HISTORY     - Date     Condition        Report By
 FR0218  HISTORY     - 1962     MONUMENTED       CGS
 FR0218  HISTORY     - 1982     GOOD             NGS
 FR0218  HISTORY     - 20030503 GOOD             NGS
 FR0218
 FR0218                          STATION DESCRIPTION
 FR0218
 FR0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0218'1.9 MI E FROM SELIGMAN.
 FR0218'1.9 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE ATCHISON TOPEKA AND
 FR0218'SANTA FE RAILWAY STATION AT SELIGMAN, ABOUT 0.05 MILE NORTHEAST OF THE
 FR0218'A.T. AND S.F. RAILWAY MILE POST 427, 3.4 FEET NORTH OF A FENCE, 46
 FR0218'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 33.7 FEET EAST OF
 FR0218'TRAVERSE STATION MITCH, 96 FEET NORTH OF THE NORTH RAIL OF THE WEST
 FR0218'BOUND TRACK, 33.3 FEET EAST OF A METAL WITNESS POST, AND IS SET IN TOP
 FR0218'OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0218
 FR0218                          STATION RECOVERY (1982)
 FR0218
 FR0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0218'RECOVERED IN GOOD CONDITION.
 FR0218
 FR0218                          STATION RECOVERY (2003)
 FR0218
 FR0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0216 ***********************************************************************
 FR0216  DESIGNATION -  MITCH RM 2
 FR0216  PID         -  FR0216
 FR0216  STATE/COUNTY-  AZ/YAVAPAI
 FR0216  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0216
 FR0216                         *CURRENT SURVEY CONTROL
 FR0216  ___________________________________________________________________
 FR0216* NAD 83(1986)-  35 19 07.     (N)    112 50 41.     (W)     SCALED    
 FR0216* NAVD 88     -      1618.986  (meters)    5311.62   (feet)  POSTED    
 FR0216  ___________________________________________________________________
 FR0216  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FR0216  DYNAMIC HT  -        1616.850 (meters)    5304.62  (feet)  COMP
 FR0216  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 FR0216
 FR0216  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FR0216
 FR0216.The horizontal coordinates were scaled from a topographic map and have
 FR0216.an estimated accuracy of +/- 6 seconds.
 FR0216
 FR0216.The orthometric height was determined by differential leveling
 FR0216.and adjusted by the  in 1992.
 FR0216.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FR0216.rate of 3.1 thru 4.0 mm/km.
 FR0216
 FR0216.The geoid height was determined by GEOID03.
 FR0216
 FR0216.The dynamic height is computed by dividing the NAVD 88
 FR0216.geopotential number by the normal gravity value computed on the
 FR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0216.degrees latitude (g = 980.6199 gals.).
 FR0216
 FR0216.The modeled gravity was interpolated from observed gravity values.
 FR0216
 FR0216;                    North         East    Units  Estimated Accuracy
 FR0216;SPC AZ C     -   479,310.      128,980.      MT  (+/- 180 meters Scaled)
 FR0216
 FR0216                          SUPERSEDED SURVEY CONTROL
 FR0216
 FR0216  NGVD 29 (??/??/92) 1618.091  (m)         5308.69   (f) ADJ UNCH    2 0
 FR0216
 FR0216.Superseded values are not recommended for survey control.
 FR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0216.See file dsdata.txt to determine how the superseded data were derived.
 FR0216
 FR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE323099(NAD 83)
 FR0216_MARKER: DR = REFERENCE MARK DISK
 FR0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0216_STAMPING: MITCH NO 2 1962
 FR0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0216+STABILITY: SURFACE MOTION
 FR0216
 FR0216  HISTORY     - Date     Condition        Report By
 FR0216  HISTORY     - 1962     MONUMENTED       CGS
 FR0216  HISTORY     - 1968     GOOD             NGS
 FR0216  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0216
 FR0216                          STATION DESCRIPTION
 FR0216
 FR0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0216'1.9 MI E FROM SELIGMAN.
 FR0216'1.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON TOPEKA AND
 FR0216'SANTA FE RAILWAY STATION AT SELIGMAN, ABOUT 0.05 MILE NORTHEAST OF THE
 FR0216'A. T. AND S.F. RAILWAY MILE POST 427, 50 FEET SOUTH OF THE CENTER LINE
 FR0216'OF U.S. HIGHWAY 66, 42.6 FEET WEST OF TRAVERSE STATION MITCH, 1 FOOT
 FR0216'NORTH OF THE FENCE, 96 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND
 FR0216'TRACK, 43 FEET WEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0216'CONCRETE POST PROJECTING 3 INCHES.
 FR0216
 FR0216                          STATION RECOVERY (1968)
 FR0216
 FR0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FR0216'RECOVERED IN GOOD CONDITION.
 FR0216
 FR0216                          STATION RECOVERY (1982)
 FR0216
 FR0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0216'DESTROYED, THE DISK HAD BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1286 ***********************************************************************
 DB1286  DESIGNATION -  MITTRY
 DB1286  PID         -  DB1286
 DB1286  STATE/COUNTY-  AZ/YUMA
 DB1286  USGS QUAD   -  LAGUNA DAM (1979)
 DB1286
 DB1286                         *CURRENT SURVEY CONTROL
 DB1286  ___________________________________________________________________
 DB1286* NAD 83(1992)-  32 50 38.64535(N)    114 28 09.11274(W)     ADJUSTED  
 DB1286* NAVD 88     -        48.8    (meters)     160.     (feet)  VERTCON   
 DB1286  ___________________________________________________________________
 DB1286  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DB1286  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DB1286  HORZ ORDER  -  SECOND
 DB1286
 DB1286.The horizontal coordinates were established by classical geodetic methods
 DB1286.and adjusted by the National Geodetic Survey in August 1993.
 DB1286
 DB1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1286
 DB1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1286
 DB1286.The geoid height was determined by GEOID03.
 DB1286
 DB1286;                    North         East     Units Scale Factor Converg.
 DB1286;SPC AZ W     -   204,695.945   146,034.413   MT  0.99998920   -0 23 24.3
 DB1286;SPC AZ W     -   671,574.62    479,115.53   iFT  0.99998920   -0 23 24.3
 DB1286;SPC CA 6     -   576,549.334 2,166,704.101   MT  0.99999045   +0 58 42.9
 DB1286;SPC CA 6     - 1,891,562.27  7,108,595.04   sFT  0.99999045   +0 58 42.9
 DB1286;UTM  11      - 3,636,838.850   736,863.925   MT  1.00029184   +1 22 23.6
 DB1286
 DB1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1286!SPC AZ W     -   0.99999760  x   0.99998920  =   0.99998680
 DB1286!SPC CA 6     -   0.99999760  x   0.99999045  =   0.99998805
 DB1286!UTM  11      -   0.99999760  x   1.00029184  =   1.00028944
 DB1286
 DB1286|---------------------------------------------------------------------|
 DB1286| PID    Reference Object                     Distance      Geod. Az  |
 DB1286|                                                           dddmmss.s |
 DB1286| CF1094 MITTRY RM 1                          17.834 METERS 05544     |
 DB1286| CF1095 MITTRY RM 2                          19.079 METERS 32053     |
 DB1286| CE9809 T15S R24E SECS 20 21 28 29                         3574528.0 |
 DB1286|---------------------------------------------------------------------|
 DB1286
 DB1286                          SUPERSEDED SURVEY CONTROL
 DB1286
 DB1286  NAD 83(1986)-  32 50 38.65042(N)    114 28 09.11880(W) AD(       ) 2
 DB1286  NAD 27      -  32 50 38.49534(N)    114 28 06.30594(W) AD(       ) 2
 DB1286  NGVD 29 (07/19/86)   48.1    (m)          158.     (f) VERT ANG    3  
 DB1286
 DB1286.Superseded values are not recommended for survey control.
 DB1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1286.See file dsdata.txt to determine how the superseded data were derived.
 DB1286
 DB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3686436839(NAD 83)
 DB1286_MARKER: DS = TRIANGULATION STATION DISK
 DB1286_SETTING: 0 = UNSPECIFIED SETTING
 DB1286
 DB1286  HISTORY     - Date     Condition        Report By
 DB1286  HISTORY     - 1964     MONUMENTED       CGS
 DB1286
 DB1286                          STATION DESCRIPTION
 DB1286
 DB1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1286'THE STATION IS LOCATED IN A SANDY BRUSH COVERED AREA BETWEEN
 DB1286'THE ALL AMERICAN CANAL AND THE COLORADO RIVER.  IT IS PRESENTLY
 DB1286'IN CALIFORNIA ABOUT 2.65 MILES SOUTH-SOUTHWEST OF IMPERIAL
 DB1286'DAM, 2.15 MILES NORTHEAST OF THE CENTER OF LAGUNA DAM, 2.0
 DB1286'MILES SOUTHWEST OF THE YUMA PROVING GROUND HEADQUARTERS AND
 DB1286'1/2 MILE WEST OF THE WEST BANK OF THE COLORADO RIVER.
 DB1286'
 DB1286'TO REACH THE STATION FROM IMPERIAL DAM, DRIVE SOUTH ALONG THE
 DB1286'WEST SIDE OF THE COLORADO RIVER FOR 0.6 MILE TO A SIDE ROAD
 DB1286'LEFT.  TURN LEFT, GO EAST AND SOUTH ALONG THE WEST SIDE OF A
 DB1286'CANAL FOR 0.5 MILE TO A SIDE ROAD RIGHT AND A DIKE CROSSING THE
 DB1286'CANAL ON THE LEFT.  TURN LEFT, CROSS THE CANAL ON THE DIKE
 DB1286'ROAD, THENCE TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF THE
 DB1286'CANAL FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO EAST
 DB1286'AND SOUTHEAST ON A TRACK ROAD THROUGH DENSE BRUSH FOR 0.3 MILE
 DB1286'TO A T-ROAD.  TURN RIGHT, GO SOUTH ON A TRACK ROAD FOR 0.25
 DB1286'MILE TO A FORK.  TAKE THE RIGHT FORK, CONTINUE SOUTH ON THE
 DB1286'TRACK ROAD FOR 0.35 MILE TO A FORK.  TAKE THE LEFT FORK,
 DB1286'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.3 MILE TO A CROSSROAD AND
 DB1286'THE AZIMUTH MARK IN THE NORTHWEST ANGLE.  CONTINUE SOUTH
 DB1286'ON THE TRACK ROAD FOR 0.3 MILE TO A CROSSROAD AND THE
 DB1286'STATION IN THE SOUTHEAST ANGLE.
 DB1286'
 DB1286'THE STATION MARK IS A STANDARD DISK, STAMPED MITTRY 1964, BRAZED
 DB1286'TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH PROJECTS 10 INCHES
 DB1286'ABOVE THE GROUND SURFACE.  IT IS 70 FEET SOUTH OF THE CENTER
 DB1286'OF AN EAST-WEST TRACK ROAD, 53 FEET EAST OF THE CENTER OF A
 DB1286'NORTH-SOUTH TRACK ROAD AND 2.6 FEET NORTHWEST OF A METAL WITNESS
 DB1286'POST WITH A SIGN ATTACHED.
 DB1286'
 DB1286'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MITTRY NO 1 1964,
 DB1286'BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH PROJECTS
 DB1286'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 57.6 FEET
 DB1286'NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 15
 DB1286'FEET SOUTHWEST OF THE CENTER OF THE EAST-WEST TRACK ROAD.
 DB1286'
 DB1286'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MITTRY NO 2 1964,
 DB1286'BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH PROJECTS
 DB1286'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET NORTHWEST
 DB1286'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 11 FEET
 DB1286'EAST OF THE CENTER OF THE NORTH-SOUTH TRACK ROAD.
 DB1286'
 DB1286'THE AZIMUTH MARK IS A BUREAU OF LAND MANAGEMENT PIPE MARK WITH
 DB1286'THE CAP TYPE DISK RIVETED TO THE TOP OF A 2-1/2 INCH GALVANIZED
 DB1286'PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DB1286'14 FEET NORTH OF AN EAST-WEST TRACK ROAD, 8 FEET WEST OF THE
 DB1286'CENTER OF A NORTH-SOUTH TRACK ROAD AND 0.4 FOOT NORTH OF A
 DB1286'4 X 4 INCH WITNESS POST.  THE DISK IS STAMPED T15S R24E S20 S21
 DB1286'S29 S28 1961.
 DB1286'
 DB1286'THIS STATION WAS USED AS A REFERENCE FOR BDRY. PT. NO. 17
 DB1286'CALIF-ARIZ.  SEE DESCRIPTION OF BDRY. PT. 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1908 ***********************************************************************
 CZ1908  DESIGNATION -  MIX
 CZ1908  PID         -  CZ1908
 CZ1908  STATE/COUNTY-  AZ/PINAL
 CZ1908  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1908
 CZ1908                         *CURRENT SURVEY CONTROL
 CZ1908  ___________________________________________________________________
 CZ1908* NAD 83(1992)-  32 49 11.59693(N)    111 12 04.42186(W)     ADJUSTED  
 CZ1908* NAVD 88     -       722.3    (meters)    2370.     (feet)  VERTCON   
 CZ1908  ___________________________________________________________________
 CZ1908  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 CZ1908  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CZ1908  HORZ ORDER  -  SECOND
 CZ1908
 CZ1908.The horizontal coordinates were established by classical geodetic methods
 CZ1908.and adjusted by the National Geodetic Survey in August 1993.
 CZ1908
 CZ1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1908
 CZ1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1908
 CZ1908.The geoid height was determined by GEOID03.
 CZ1908
 CZ1908;                    North         East     Units Scale Factor Converg.
 CZ1908;SPC AZ C     -   202,005.302   280,349.556   MT  0.99995532   +0 23 16.0
 CZ1908;SPC AZ C     -   662,747.05    919,782.01   iFT  0.99995532   +0 23 16.0
 CZ1908;UTM  12      - 3,631,337.930   481,163.974   MT  0.99960437   -0 06 32.6
 CZ1908
 CZ1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1908!SPC AZ C     -   0.99989117  x   0.99995532  =   0.99984649
 CZ1908!UTM  12      -   0.99989117  x   0.99960437  =   0.99949558
 CZ1908
 CZ1908|---------------------------------------------------------------------|
 CZ1908| PID    Reference Object                     Distance      Geod. Az  |
 CZ1908|                                                           dddmmss.s |
 CZ1908| CH5958 MIX RM 1                             15.941 METERS 04956     |
 CZ1908| CH5959 MIX RM 2                             13.140 METERS 20619     |
 CZ1908| CZ1954 TREADWAY                            APPROX.10.6 KM 2734437.4 |
 CZ1908|---------------------------------------------------------------------|
 CZ1908
 CZ1908                          SUPERSEDED SURVEY CONTROL
 CZ1908
 CZ1908  NAD 83(1986)-  32 49 11.59016(N)    111 12 04.42056(W) AD(       ) 2
 CZ1908  NAD 27      -  32 49 11.34189(N)    111 12 02.02097(W) AD(       ) 2
 CZ1908  NGVD 29 (07/19/86)  721.7    (m)         2368.     (f) VERT ANG    3  
 CZ1908
 CZ1908.Superseded values are not recommended for survey control.
 CZ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1908.See file dsdata.txt to determine how the superseded data were derived.
 CZ1908
 CZ1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8116431338(NAD 83)
 CZ1908_MARKER: DD = SURVEY DISK
 CZ1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1908+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ1908
 CZ1908  HISTORY     - Date     Condition        Report By
 CZ1908  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1908  HISTORY     - 19950919 GOOD             USPSQD
 CZ1908  HISTORY     - 20071214 GOOD             GEOCAC
 CZ1908
 CZ1908                          STATION DESCRIPTION
 CZ1908
 CZ1908'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1908'THE STATION IS ABOUT 18 MILES SOUTHEAST OF FLORENCE ALONG THE
 CZ1908'EAST RIGHT-OF-WAY OF U.S. HWY. 80-89 AND ON NORTH BANK OF TOM
 CZ1908'MIX WASH.
 CZ1908'
 CZ1908'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED MIX 1977 AND
 CZ1908'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT MARKED BY A
 CZ1908'WITNESS POST AND SIGN 2.5 FEET TO THE EAST.  THE STATION IS 55
 CZ1908'FEET EAST OF HWY. CENTERLINE AND ON THE NORTH BANK OF TOM MIX
 CZ1908'WASH.
 CZ1908'
 CZ1908'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED MIX
 CZ1908'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1908'PROJECTING 0.4 FEET ABOVE GROUND.  R/W FENCE IS ABOUT 75 FEET
 CZ1908'EAST OF MARK.
 CZ1908'
 CZ1908'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED MIX
 CZ1908'RM 2 1977 AND IS EPOXIED TO NORTH END OF EAST HEADWALL OF
 CZ1908'DRAINAGE BOX.
 CZ1908'
 CZ1908'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA ROUTE 287
 CZ1908'AND U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON
 CZ1908'HWY. 80-89 TO MILE POST 115.40 TO THE STATION ON THE LEFT.
 CZ1908'
 CZ1908'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1908
 CZ1908                          STATION RECOVERY (1995)
 CZ1908
 CZ1908'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1908'RECOVERED IN GOOD CONDITION.
 CZ1908
 CZ1908                          STATION RECOVERY (2007)
 CZ1908
 CZ1908'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1908'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1908'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 CZ1908'U.S. HWY. 80-89 IS NOW ARIZONA HWY. 79 AND THE STATION MARK IS 2.8
 CZ1908'FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0138 ***********************************************************************
 GQ0138  DESIGNATION -  ML 4
 GQ0138  PID         -  GQ0138
 GQ0138  STATE/COUNTY-  AZ/MOHAVE
 GQ0138  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0138
 GQ0138                         *CURRENT SURVEY CONTROL
 GQ0138  ___________________________________________________________________
 GQ0138* NAD 83(1986)-  36 50 57.     (N)    113 59 57.     (W)     SCALED    
 GQ0138* NAVD 88     -       606.573  (meters)    1990.06   (feet)  POSTED    
 GQ0138  ___________________________________________________________________
 GQ0138  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 GQ0138  DYNAMIC HT  -         605.960 (meters)    1988.05  (feet)  COMP
 GQ0138  MODELED GRAV-     979,604.4   (mgal)                       NAVD 88
 GQ0138
 GQ0138  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0138
 GQ0138.The horizontal coordinates were scaled from a topographic map and have
 GQ0138.an estimated accuracy of +/- 6 seconds.
 GQ0138
 GQ0138.The orthometric height was determined by differential leveling
 GQ0138.and adjusted by the  in 1992.
 GQ0138.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0138.rate of 0.0 thru 1.0 mm/km.
 GQ0138
 GQ0138.The geoid height was determined by GEOID03.
 GQ0138
 GQ0138.The dynamic height is computed by dividing the NAVD 88
 GQ0138.geopotential number by the normal gravity value computed on the
 GQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0138.degrees latitude (g = 980.6199 gals.).
 GQ0138
 GQ0138.The modeled gravity was interpolated from observed gravity values.
 GQ0138
 GQ0138;                    North         East    Units  Estimated Accuracy
 GQ0138;SPC AZ W     -   648,780.      191,140.      MT  (+/- 180 meters Scaled)
 GQ0138
 GQ0138                          SUPERSEDED SURVEY CONTROL
 GQ0138
 GQ0138  NGVD 29 (??/??/92)  605.831  (m)         1987.63   (f) ADJ UNCH    2 0
 GQ0138
 GQ0138.Superseded values are not recommended for survey control.
 GQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0138.See file dsdata.txt to determine how the superseded data were derived.
 GQ0138
 GQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF325823(NAD 83)
 GQ0138_MARKER: DD = SURVEY DISK
 GQ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0138_STAMPING: ML 4
 GQ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0138+STABILITY: SURFACE MOTION
 GQ0138
 GQ0138  HISTORY     - Date     Condition        Report By
 GQ0138  HISTORY     - UNK      MONUMENTED       AZDT
 GQ0138  HISTORY     - 1960     GOOD             NGS
 GQ0138  HISTORY     - 1979     GOOD             USGS
 GQ0138
 GQ0138                          STATION DESCRIPTION
 GQ0138
 GQ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0138'6 MI NE FROM MESQUITE, NV.
 GQ0138'4.8 MILES NORTHEAST OF POST OFFICE AT MESQUITE, NEVADA, ON U.S.
 GQ0138'HIGHWAY 91, THENCE 1.3 MILES NORTH ON A TRAIL ROAD TO MARK, 37 FEET
 GQ0138'EAST OF A LARGE WASH, 22 FEET WEST OF CENTER OF TRAIL ROAD, AND 3.5
 GQ0138'FEET WEST OF 2 X 2 IN. WOOD POST, SET IN THE TOP OF A 12-INCH SQUARE
 GQ0138'CONCRETE POST PROJECTING 2 INCHES.
 GQ0138
 GQ0138                          STATION RECOVERY (1979)
 GQ0138
 GQ0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0138'5.5 MILES SW ALONG INTERSTATE HIGHWAY 15 FROM THE LITTLEFIELD
 GQ0138'INTERCHANGE TO A CUT. BM ML 4 IS ON THE RIDGE ABOUT 2400 FEET NNW OF
 GQ0138'THIS CUT. ABOUT 1200 FEET SW OF THE CORNER OF SECS. 22-23-27-26. T.
 GQ0138'40 N. R.16 W. 37 FEET EAST OF A LARGE WASH, 22 FEET WEST OF CENTER OF
 GQ0138'A TRAIL, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GQ0138'0.2 FOOT, AN ARIZONA HIGHWAY DEPARTMENT COPPERWELD ROD PROJECTING 0.3
 GQ0138'FOOT ABOVE THE CONCRETE POST, STAMPED ML 4 AHD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0142 ***********************************************************************
 GQ0142  DESIGNATION -  ML 5
 GQ0142  PID         -  GQ0142
 GQ0142  STATE/COUNTY-  AZ/MOHAVE
 GQ0142  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0142
 GQ0142                         *CURRENT SURVEY CONTROL
 GQ0142  ___________________________________________________________________
 GQ0142* NAD 83(1992)-  36 51 03.83776(N)    113 59 29.02047(W)     ADJUSTED  
 GQ0142* NAVD 88     -       620.629  (meters)    2036.18   (feet)  POSTED    
 GQ0142  ___________________________________________________________________
 GQ0142  LAPLACE CORR-           7.64  (seconds)                    DEFLEC99
 GQ0142  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 GQ0142  DYNAMIC HT  -         620.000 (meters)    2034.12  (feet)  COMP
 GQ0142  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 GQ0142
 GQ0142  HORZ ORDER  -  SECOND
 GQ0142  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0142
 GQ0142.The horizontal coordinates were established by classical geodetic methods
 GQ0142.and adjusted by the National Geodetic Survey in August 1993.
 GQ0142
 GQ0142.The orthometric height was determined by differential leveling
 GQ0142.and adjusted by the  in 1992.
 GQ0142.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0142.rate of 0.0 thru 1.0 mm/km.
 GQ0142
 GQ0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0142
 GQ0142.The geoid height was determined by GEOID03.
 GQ0142
 GQ0142.The dynamic height is computed by dividing the NAVD 88
 GQ0142.geopotential number by the normal gravity value computed on the
 GQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0142.degrees latitude (g = 980.6199 gals.).
 GQ0142
 GQ0142.The modeled gravity was interpolated from observed gravity values.
 GQ0142
 GQ0142;                    North         East     Units Scale Factor Converg.
 GQ0142;SPC AZ W     -   648,992.450   191,832.647   MT  0.99993904   -0 08 41.2
 GQ0142;SPC AZ W     - 2,129,240.32    629,372.20   iFT  0.99993904   -0 08 41.2
 GQ0142;SPC NV E     - 8,234,284.214   341,968.000   MT  1.00014823   +0 57 17.7
 GQ0142;SPC NV E     -27,015,314.13  1,121,940.01   sFT  1.00014823   +0 57 17.7
 GQ0142;UTM  12      - 4,082,528.735   233,284.954   MT  1.00047647   -1 47 42.4
 GQ0142;UTM  11      - 4,082,576.979   768,249.976   MT  1.00048658   +1 48 19.6
 GQ0142
 GQ0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0142!SPC AZ W     -   0.99990672  x   0.99993904  =   0.99984576
 GQ0142!SPC NV E     -   0.99990672  x   1.00014823  =   1.00005494
 GQ0142!UTM  12      -   0.99990672  x   1.00047647  =   1.00038314
 GQ0142!UTM  11      -   0.99990672  x   1.00048658  =   1.00039325
 GQ0142
 GQ0142|---------------------------------------------------------------------|
 GQ0142| PID    Reference Object                     Distance      Geod. Az  |
 GQ0142|                                                           dddmmss.s |
 GQ0142| GQ0143 ML 5 RM 1                            14.612 METERS 00255     |
 GQ0142| GQ0144 ML 6                                               0531140.4 |
 GQ0142| GQ0141 ML 5 RM 2                            10.558 METERS 15218     |
 GQ0142|---------------------------------------------------------------------|
 GQ0142
 GQ0142                          SUPERSEDED SURVEY CONTROL
 GQ0142
 GQ0142  NAD 83(1986)-  36 51 03.83370(N)    113 59 29.01886(W) AD(       ) 2
 GQ0142  NAD 27      -  36 51 03.91560(N)    113 59 26.13630(W) AD(       ) 2
 GQ0142  NGVD 29 (??/??/92)  619.886  (m)         2033.74   (f) ADJ UNCH    2 0
 GQ0142
 GQ0142.Superseded values are not recommended for survey control.
 GQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0142.See file dsdata.txt to determine how the superseded data were derived.
 GQ0142
 GQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3328582529(NAD 83)
 GQ0142_MARKER: DZ = AZIMUTH MARK DISK
 GQ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0142_STAMPING: ML 5
 GQ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0142+STABILITY: SURFACE MOTION
 GQ0142
 GQ0142  HISTORY     - Date     Condition        Report By
 GQ0142  HISTORY     - 1960     MONUMENTED       AZHD
 GQ0142  HISTORY     - 1960     GOOD             NGS
 GQ0142  HISTORY     - 1982     GOOD             NGS
 GQ0142
 GQ0142                          STATION DESCRIPTION
 GQ0142
 GQ0142'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960 (NES)
 GQ0142'THE STATION IS ABOUT 6 MILES NORTHEAST OF MESQUITE AND ABOUT
 GQ0142'1/2 MILE NORTHWEST OF U.S. 91 ON A LOW NORTH-SOUTH RIDGE.
 GQ0142'
 GQ0142'TO REACH THE STATION FROM THE POST OFFICE AT MESQUITE GO
 GQ0142'NORTHEAST ON U.S. HIGHWAY 91 FOR 7.2 MILES TO A SIDE ROAD LEFT,
 GQ0142'TURN SHARP LEFT AND GO WEST ON THE TRACK ROAD FOR 0.7 MILE
 GQ0142'TO ML 6 AHD WHICH WAS USED FOR THE AZIMUTH MARK.  CONTINUE
 GQ0142'WEST ON THE TRACK ROAD FOR 1.1 MILES TO A FORK, TAKE LEFT FORK
 GQ0142'AND FOLLOW THE TRACK ROAD SOUTHWEST AND SOUTH FOR 1.0 MILE
 GQ0142'TO THE STATION.
 GQ0142'
 GQ0142'THE STATION MARK, STAMPED ML 5 AHD IS A BRASS ROD DRIVEN INTO
 GQ0142'THE GROUND WITH A BRASS CAP BRAZED TO THE TOP OF THE ROD.
 GQ0142'IT HAS BEEN REINFORCED BY A SQUARE CONCRETE POST THAT PROJECTS
 GQ0142'2 INCHES AND THE BRASS ROD PROJECTS 4 INCHES.  IT IS 4 FEET
 GQ0142'SOUTH OF A FENCE POST USED FOR THE WITNESS POST.
 GQ0142'
 GQ0142'REFERENCE MARK NO. 1, STAMPED ML 5 AHD NO 1 1960, IS A STANDARD
 GQ0142'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 44 FEET NORTH
 GQ0142'OF THE WITNESS POST.
 GQ0142'
 GQ0142'REFERENCE MARK NO. 2, STAMPED ML 5 AHD NO 2 1960, IS A STANARD
 GQ0142'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 39 FEET
 GQ0142'SOUTHEAST OF THE WITNESS POST.
 GQ0142'
 GQ0142'AN ARIZONA HIGHWAY DEPARTMENT MARK STAMPED ML 6 AHD WAS USED
 GQ0142'FOR THE AZIMUTH MARK.  IT IS A BRASS ROD DRIVEN INTO THE GROUND
 GQ0142'WITH A CAP BRAZED TO THE TOP.  IT HAS BEEN REINFORCED BY A
 GQ0142'12 INCH SQUARE CONCRETE POST AT THE TOP.  THE CONCRETE POST
 GQ0142'PROJECTS 2 INCHES AND THE ROD PROJECTS 3 INCHES.  IT IS 30
 GQ0142'FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 3 FEET
 GQ0142'SOUTHEAST OF A FENCE POST THAT IS USED FOR A WITNESS POST.
 GQ0142
 GQ0142                          STATION RECOVERY (1960)
 GQ0142
 GQ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GQ0142'10.0 MI NE FROM MESQUITE, NV.
 GQ0142'7.2 MILES NORTHEAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U. S.
 GQ0142'HIGHWAY 91, THENCE 1.8 MILES WEST ON TRACK ROAD TO A Y FORK.  KEEP
 GQ0142'LEFT AND GO 1.0 MILE SOUTHWEST ON TRACK ROAD TO THE MARK, 4.0 FEET
 GQ0142'SOUTH OF A WITNESS POST.  THE MARK IS A DISK ATTACHED TO A BRONZE ROD
 GQ0142'SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  THE ROD
 GQ0142'PROJECTS FROM THE POST 4 INCHES.
 GQ0142
 GQ0142                          STATION RECOVERY (1982)
 GQ0142
 GQ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0142'8.0 M (4.95 MI) NORTHEAST ALONG I-15 FROM THE HWY BRIDGE OVER
 GQ0142'HILLSIDE ROAD AT MESQUITE, 0.3 KM (0.2 MI) NORTHEAST OF M.F. 4, DISK
 GQ0142'IS ATTACHED TO A 1/2 INCH COPPER ROD PROJECTING 6 INCHES OUT OF A
 GQ0142'CONCRETE POST, 191.5 M (628.0 FT) NORTHWEST CENTERLINE OF THE SOUTH
 GQ0142'BOUND HWY LANES, 145.8 M (478.0 FT) NORTHWEST OF THE R OF W FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0143 ***********************************************************************
 GQ0143  DESIGNATION -  ML 5 RM 1
 GQ0143  PID         -  GQ0143
 GQ0143  STATE/COUNTY-  AZ/MOHAVE
 GQ0143  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0143
 GQ0143                         *CURRENT SURVEY CONTROL
 GQ0143  ___________________________________________________________________
 GQ0143* NAD 83(1986)-  36 51 04.     (N)    113 59 29.     (W)     SCALED    
 GQ0143* NAVD 88     -       620.514  (meters)    2035.80   (feet)  POSTED    
 GQ0143  ___________________________________________________________________
 GQ0143  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 GQ0143  DYNAMIC HT  -         619.890 (meters)    2033.76  (feet)  COMP
 GQ0143  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 GQ0143
 GQ0143  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0143
 GQ0143.The horizontal coordinates were scaled from a topographic map and have
 GQ0143.an estimated accuracy of +/- 6 seconds.
 GQ0143
 GQ0143.The orthometric height was determined by differential leveling
 GQ0143.and adjusted by the  in 1992.
 GQ0143.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0143.rate of 0.0 thru 1.0 mm/km.
 GQ0143
 GQ0143.The geoid height was determined by GEOID03.
 GQ0143
 GQ0143.The dynamic height is computed by dividing the NAVD 88
 GQ0143.geopotential number by the normal gravity value computed on the
 GQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0143.degrees latitude (g = 980.6199 gals.).
 GQ0143
 GQ0143.The modeled gravity was interpolated from observed gravity values.
 GQ0143
 GQ0143;                    North         East    Units  Estimated Accuracy
 GQ0143;SPC AZ W     -   649,000.      191,830.      MT  (+/- 180 meters Scaled)
 GQ0143
 GQ0143                          SUPERSEDED SURVEY CONTROL
 GQ0143
 GQ0143  NGVD 29 (??/??/92)  619.771  (m)         2033.37   (f) ADJ UNCH    2 0
 GQ0143
 GQ0143.Superseded values are not recommended for survey control.
 GQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0143.See file dsdata.txt to determine how the superseded data were derived.
 GQ0143
 GQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF332825(NAD 83)
 GQ0143_MARKER: DR = REFERENCE MARK DISK
 GQ0143_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0143_SP_SET: BEDROCK
 GQ0143_STAMPING: ML 5 NO 1 1960
 GQ0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0143+STABILITY: POSITION/ELEVATION WELL
 GQ0143
 GQ0143  HISTORY     - Date     Condition        Report By
 GQ0143  HISTORY     - 1960     MONUMENTED       CGS
 GQ0143  HISTORY     - 1979     GOOD             USGS
 GQ0143
 GQ0143                          STATION DESCRIPTION
 GQ0143
 GQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0143'10.0 MI NE FROM MESQUITE, NV.
 GQ0143'7.2 MILES NORTHEAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U. S.
 GQ0143'HIGHWAY 91, THENCE 1.8 MILES WEST ON TRACK ROAD TO A Y FORK.  KEEP
 GQ0143'LEFT AND GO 1.0 MILE SOUTHWEST ON TRACK ROAD TO MARK, 44 FEET NORTH OF
 GQ0143'WITNESS POST, SET IN A DRILL HOLE IN BEDROCK.
 GQ0143
 GQ0143                          STATION RECOVERY (1979)
 GQ0143
 GQ0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0143'4.5 MILES SW ALONG INTERSTATE HIGHWAY 15 FROM THE LITTLEFIELD
 GQ0143'INTERCHANGE TO A CUT. THE MARK IS ON THE RIDGE ABOUT 600 FEET NW OF
 GQ0143'THIS CUT. 47.9 FEET NORTH OF THE STATION MARK. A STANDARD USC AND GS
 GQ0143'BRONZE REFERENCE MARK DISK CEMENTED IN A DRILLHOLE IN BEDROCK,
 GQ0143'STAMPED ML 5 AHD NO 1 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0141 ***********************************************************************
 GQ0141  DESIGNATION -  ML 5 RM 2
 GQ0141  PID         -  GQ0141
 GQ0141  STATE/COUNTY-  AZ/MOHAVE
 GQ0141  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0141
 GQ0141                         *CURRENT SURVEY CONTROL
 GQ0141  ___________________________________________________________________
 GQ0141* NAD 83(1986)-  36 51 04.     (N)    113 59 29.     (W)     SCALED    
 GQ0141* NAVD 88     -       620.582  (meters)    2036.03   (feet)  POSTED    
 GQ0141  ___________________________________________________________________
 GQ0141  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 GQ0141  DYNAMIC HT  -         619.960 (meters)    2033.99  (feet)  COMP
 GQ0141  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 GQ0141
 GQ0141  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0141
 GQ0141.The horizontal coordinates were scaled from a topographic map and have
 GQ0141.an estimated accuracy of +/- 6 seconds.
 GQ0141
 GQ0141.The orthometric height was determined by differential leveling
 GQ0141.and adjusted by the  in 1992.
 GQ0141.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0141.rate of 0.0 thru 1.0 mm/km.
 GQ0141
 GQ0141.The geoid height was determined by GEOID03.
 GQ0141
 GQ0141.The dynamic height is computed by dividing the NAVD 88
 GQ0141.geopotential number by the normal gravity value computed on the
 GQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0141.degrees latitude (g = 980.6199 gals.).
 GQ0141
 GQ0141.The modeled gravity was interpolated from observed gravity values.
 GQ0141
 GQ0141;                    North         East    Units  Estimated Accuracy
 GQ0141;SPC AZ W     -   649,000.      191,830.      MT  (+/- 180 meters Scaled)
 GQ0141
 GQ0141                          SUPERSEDED SURVEY CONTROL
 GQ0141
 GQ0141  NGVD 29 (??/??/92)  619.839  (m)         2033.59   (f) ADJ UNCH    2 0
 GQ0141
 GQ0141.Superseded values are not recommended for survey control.
 GQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0141.See file dsdata.txt to determine how the superseded data were derived.
 GQ0141
 GQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF332825(NAD 83)
 GQ0141_MARKER: DR = REFERENCE MARK DISK
 GQ0141_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0141_SP_SET: BEDROCK
 GQ0141_STAMPING: ML 5 NO 2 1960
 GQ0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0141+STABILITY: POSITION/ELEVATION WELL
 GQ0141
 GQ0141  HISTORY     - Date     Condition        Report By
 GQ0141  HISTORY     - 1960     MONUMENTED       CGS
 GQ0141  HISTORY     - 1979     GOOD             USGS
 GQ0141
 GQ0141                          STATION DESCRIPTION
 GQ0141
 GQ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0141'10.0 MI NE FROM MESQUITE, NV.
 GQ0141'7.2 MILES NORTHEAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U. S.
 GQ0141'HIGHWAY 91, THENCE 1.8 MILES WEST ON TRACK ROAD TO A Y FORK.  KEEP
 GQ0141'LEFT AND GO 1.0 MILE SOUTHWEST ON TRACK ROAD TO MARK, 39 FEET
 GQ0141'SOUTHEAST OF WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK.
 GQ0141
 GQ0141                          STATION RECOVERY (1979)
 GQ0141
 GQ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0141'4.5 MILES SW ALONG INTERSTATE HIGHWAY 15 FROM THE LITTLEFIELD
 GQ0141'INTERCHANGE TO A CUT. THE MARK IS ON THE RIDGE ABOUT 600 FEET NW OF
 GQ0141'THIS CUT. 34.6 FEET SE OF THE STATION MARK. A STANDARD USC AND GS
 GQ0141'BRONZE REFERENCE MARK DISK CEMENTED IN A DRILLHOLE IN BEDROCK,
 GQ0141'STAMPED ML 5 AHD NO 2 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0144 ***********************************************************************
 GQ0144  DESIGNATION -  ML 6
 GQ0144  PID         -  GQ0144
 GQ0144  STATE/COUNTY-  AZ/MOHAVE
 GQ0144  USGS QUAD   -  ELBOW CANYON (1985)
 GQ0144
 GQ0144                         *CURRENT SURVEY CONTROL
 GQ0144  ___________________________________________________________________
 GQ0144* NAD 83(1986)-  36 51 28.     (N)    113 58 49.     (W)     SCALED    
 GQ0144* NAVD 88     -       589.881  (meters)    1935.30   (feet)  POSTED    
 GQ0144  ___________________________________________________________________
 GQ0144  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 GQ0144  DYNAMIC HT  -         589.280 (meters)    1933.33  (feet)  COMP
 GQ0144  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 GQ0144
 GQ0144  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0144
 GQ0144.The horizontal coordinates were scaled from a topographic map and have
 GQ0144.an estimated accuracy of +/- 6 seconds.
 GQ0144
 GQ0144.The orthometric height was determined by differential leveling
 GQ0144.and adjusted by the  in 1992.
 GQ0144.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0144.rate of 0.0 thru 1.0 mm/km.
 GQ0144
 GQ0144.The geoid height was determined by GEOID03.
 GQ0144
 GQ0144.The dynamic height is computed by dividing the NAVD 88
 GQ0144.geopotential number by the normal gravity value computed on the
 GQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0144.degrees latitude (g = 980.6199 gals.).
 GQ0144
 GQ0144.The modeled gravity was interpolated from observed gravity values.
 GQ0144
 GQ0144;                    North         East    Units  Estimated Accuracy
 GQ0144;SPC AZ W     -   649,740.      192,830.      MT  (+/- 180 meters Scaled)
 GQ0144
 GQ0144                          SUPERSEDED SURVEY CONTROL
 GQ0144
 GQ0144  NGVD 29 (??/??/92)  589.134  (m)         1932.85   (f) ADJ UNCH    2 0
 GQ0144
 GQ0144.Superseded values are not recommended for survey control.
 GQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0144.See file dsdata.txt to determine how the superseded data were derived.
 GQ0144
 GQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF343832(NAD 83)
 GQ0144_MARKER: DD = SURVEY DISK
 GQ0144_SETTING: 0 = UNSPECIFIED SETTING
 GQ0144_STAMPING: ML 6
 GQ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0144
 GQ0144  HISTORY     - Date     Condition        Report By
 GQ0144  HISTORY     - UNK      MONUMENTED       AZHD
 GQ0144  HISTORY     - 1960     GOOD             NGS
 GQ0144  HISTORY     - 1979     GOOD             USGS
 GQ0144
 GQ0144                          STATION DESCRIPTION
 GQ0144
 GQ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0144'4.5 MI W FROM LITTLEFIELD.
 GQ0144'0.3 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0144'BLACKTOP ROAD, THENCE 3.1 MILES SOUTHWEST ON U.S. HIGHWAY 91, THENCE
 GQ0144'FOLLOW THE TRAIL ROAD FOR ABOUT 1.1 MILES, ABOUT 50 FEET EAST OF THE
 GQ0144'TRAIL ROAD, A ARIZONA HIGHWAY DEPARTMENT COPPER WELD THAT IS
 GQ0144'REINFORCED WITH CONCRETE AND PROJECTS ABOUT 4 INCHES.
 GQ0144
 GQ0144                          STATION RECOVERY (1979)
 GQ0144
 GQ0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0144'3.55 MILES SW ALONG INTERSTATE HIGHWAY 15 FROM THE LITTLEFIELD
 GQ0144'INTERCHANGE TO THE WEST END OF THE FILL ACROSS BIG BEND WASH. ABOUT
 GQ0144'375 FEET SE OF THE EAST BOUND LANE, ABOUT 350 FEET WEST OF BIG BEND
 GQ0144'WASH, 28 FEET EAST OF CENTER OF AN OLD TRAIL, ON THE SOUTH SIDE OF A
 GQ0144'CLUMP OF BRUSH, AN ARIZONA HIGHWAY DEPARTMENT COPPERWELD ROD WITH A
 GQ0144'SMALL DISK, SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 GQ0144'INCHES. THE ROD PROJECTS ABOVE THE POST 3 INCHES STAMPED ML 6 AHD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0150 ***********************************************************************
 GQ0150  DESIGNATION -  ML 9
 GQ0150  PID         -  GQ0150
 GQ0150  STATE/COUNTY-  AZ/MOHAVE
 GQ0150  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0150
 GQ0150                         *CURRENT SURVEY CONTROL
 GQ0150  ___________________________________________________________________
 GQ0150* NAD 83(1992)-  36 52 44.28440(N)    113 56 41.87507(W)     ADJUSTED  
 GQ0150* NAVD 88     -       597.295  (meters)    1959.63   (feet)  ADJUSTED  
 GQ0150  ___________________________________________________________________
 GQ0150  LAPLACE CORR-          10.28  (seconds)                    DEFLEC99
 GQ0150  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GQ0150  DYNAMIC HT  -         596.691 (meters)    1957.64  (feet)  COMP
 GQ0150  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 GQ0150
 GQ0150  HORZ ORDER  -  SECOND
 GQ0150  VERT ORDER  -  FIRST     CLASS II
 GQ0150
 GQ0150.The horizontal coordinates were established by classical geodetic methods
 GQ0150.and adjusted by the National Geodetic Survey in August 1993.
 GQ0150
 GQ0150.The orthometric height was determined by differential leveling
 GQ0150.and adjusted in June 1991.
 GQ0150
 GQ0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0150
 GQ0150.The geoid height was determined by GEOID03.
 GQ0150
 GQ0150.The dynamic height is computed by dividing the NAVD 88
 GQ0150.geopotential number by the normal gravity value computed on the
 GQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0150.degrees latitude (g = 980.6199 gals.).
 GQ0150
 GQ0150.The modeled gravity was interpolated from observed gravity values.
 GQ0150
 GQ0150;                    North         East     Units Scale Factor Converg.
 GQ0150;SPC AZ W     -   652,079.203   195,979.495   MT  0.99993705   -0 07 01.2
 GQ0150;SPC AZ W     - 2,139,367.46    642,977.35   iFT  0.99993705   -0 07 01.2
 GQ0150;SPC NV E     - 8,237,450.698   346,055.712   MT  1.00016273   +0 59 00.2
 GQ0150;SPC NV E     -27,025,702.83  1,135,351.12   sFT  1.00016273   +0 59 00.2
 GQ0150;SPC UT S     - 3,026,411.820   282,033.571   MT  1.00007504   -1 29 52.8
 GQ0150;UTM  12      - 4,085,496.297   237,521.227   MT  1.00044884   -1 46 06.1
 GQ0150;UTM  11      - 4,085,804.926   772,291.609   MT  1.00051350   +1 50 04.3
 GQ0150
 GQ0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0150!SPC AZ W     -   0.99991035  x   0.99993705  =   0.99984740
 GQ0150!SPC NV E     -   0.99991035  x   1.00016273  =   1.00007306
 GQ0150!SPC UT S     -   0.99991035  x   1.00007504  =   0.99998538
 GQ0150!UTM  12      -   0.99991035  x   1.00044884  =   1.00035915
 GQ0150!UTM  11      -   0.99991035  x   1.00051350  =   1.00042380
 GQ0150
 GQ0150|---------------------------------------------------------------------|
 GQ0150| PID    Reference Object                     Distance      Geod. Az  |
 GQ0150|                                                           dddmmss.s |
 GQ0150| GQ0152 ML 9 RM 1                            16.720 METERS 05803     |
 GQ0150| GQ0149 H 55                                               2271524.2 |
 GQ0150| GQ0151 ML 9 RM 2                            14.792 METERS 31621     |
 GQ0150|---------------------------------------------------------------------|
 GQ0150
 GQ0150                          SUPERSEDED SURVEY CONTROL
 GQ0150
 GQ0150  NAD 83(1986)-  36 52 44.28031(N)    113 56 41.87378(W) AD(       ) 2
 GQ0150  NAD 27      -  36 52 44.36070(N)    113 56 38.99740(W) AD(       ) 2
 GQ0150  NGVD 29 (??/??/92)  596.541  (m)         1957.15   (f) ADJ UNCH    1 2
 GQ0150
 GQ0150.Superseded values are not recommended for survey control.
 GQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0150.See file dsdata.txt to determine how the superseded data were derived.
 GQ0150
 GQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3752185496(NAD 83)
 GQ0150_MARKER: DZ = AZIMUTH MARK DISK
 GQ0150_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GQ0150+WITH SETTING: INFORMATION.
 GQ0150_STAMPING: ML 9
 GQ0150_PROJECTION: PROJECTING 15 CENTIMETERS
 GQ0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0150+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 GQ0150_ROD/PIPE-DEPTH: .66  meters
 GQ0150
 GQ0150  HISTORY     - Date     Condition        Report By
 GQ0150  HISTORY     - 1960     MONUMENTED       AZHD
 GQ0150  HISTORY     - 1960     GOOD             NGS
 GQ0150  HISTORY     - 1979     GOOD             USGS
 GQ0150  HISTORY     - 1982     GOOD             NGS
 GQ0150  HISTORY     - 20050419 GOOD             INDIV
 GQ0150
 GQ0150                          STATION DESCRIPTION
 GQ0150
 GQ0150'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960 (NES)
 GQ0150'STATION IS LOCATED ON THE NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY
 GQ0150'91, ABOUT 1 MILE SOUTHWEST OF THE LITTLEFIELD POST OFFICE,
 GQ0150'1.5 MILES, BY ROAD, SOUTHWEST OF THE BEAVER DAM LODGE, IN THE
 GQ0150'SOUTHWEST 1/4 OF SECTION 8, R 15 W, T 40 N.
 GQ0150'
 GQ0150'REACHED FROM THE POST OFFICE IN LITTLEFIELD BY GOING NORTHEAST
 GQ0150'ON MACADAM ROAD FOR 0.3 MILE TO JUNCTION WITH U.S. HIGHWAY 91,
 GQ0150'TURN SHARP LEFT AND FOLLOW HIGHWAY 91 SOUTHWEST FOR 1.1 MILES
 GQ0150'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 GQ0150'THE STATION CONTINUE SOUTHWEST ON HIGHWAY 91 FOR 0.65 MILE
 GQ0150'TO THE MARK ON THE LEFT.
 GQ0150'
 GQ0150'STATION MARK IS A BRASS PIN DRIVEN INTO THE GROUND TO A DEPTH
 GQ0150'OF 26 INCHES AND IS STAMPED ML 9.  THE PIN IS REINFORCED WITH
 GQ0150'CEMENT AROUND THE TOP.  IT IS 105 FEET NORTHWEST OF THE CENTER
 GQ0150'LINE OF U.S. HIGHWAY 91 AND 2.5 FEET WEST OF A STEEL FENCE POST.
 GQ0150'
 GQ0150'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ML 9 AHD NO 1 1960,
 GQ0150'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0150'3 INCHES.  IT IS 90 FEET NORTHWEST OF THE CENTER LINE OF
 GQ0150'HIGHWAY 91.
 GQ0150'
 GQ0150'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ML 9 AHD NO 2 1960,
 GQ0150'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0150'4 INCHES.  IT IS 153 FEET NORTHWEST OF THE CENTER LINE OF
 GQ0150'THE HIGHWAY.
 GQ0150'
 GQ0150'BENCH MARK H 55 IS A STANDARD BENCH MARK DISK, STAMPED H 55 1934,
 GQ0150'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0150'5 INCHES.  IT IS 42 FEET SOUTHEAST OF THE CENTER LINE OF
 GQ0150'U.S. HIGHWAY 91 AND 2 FEET NORTH OF A TRIANGULAR SHAPED CONCRETE
 GQ0150'POST USED AS A HIGHWAY RIGHT-OF-WAY MARKER.
 GQ0150
 GQ0150                          STATION RECOVERY (1960)
 GQ0150
 GQ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GQ0150'1.4 MI SW FROM LITTLEFIELD.
 GQ0150'0.3 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0150'BLACKTOP ROAD, THENCE 1.1 MILES SOUTHWEST ON U. S. HIGHWAY 91 TO THE
 GQ0150'MARK, 105 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 2.5 FEET WEST OF
 GQ0150'WITNESS POST.  THE MARK IS ATTACHED TO A BRASS ROD SET IN A 10-INCH
 GQ0150'SQUARE CONCRETE POST.  THE POST PROJECTS 4 INCHES AND THE ROD 6 INCHES
 GQ0150'ABOVE THE POST.
 GQ0150
 GQ0150                          STATION RECOVERY (1979)
 GQ0150
 GQ0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0150'1.4 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0150'INTERSTATE HIGHWAY 15. 105 FEET NW OF CENTERLINE OF OLD HIGHWAY. THE
 GQ0150'MARK IS A SMALL CAP ATTACHED TO A BRASS ROD SET IN A 10 INCH SQUARE
 GQ0150'CONCRETE POST. THE POST PROJECTS 4 INCHES AND THE ROD 6 INCHES ABOVE
 GQ0150'THE POST. THE SMALL CAP IS STAMPED ML 9.
 GQ0150
 GQ0150                          STATION RECOVERY (1982)
 GQ0150
 GQ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0150'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0150'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0150'MESQUITE, THENCE 14.25 KM (8.9 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0150'2.0 KM (1.25 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS
 GQ0150'BRIDGE OVER THE HIGHWAY, 32.0 METERS (105 FT) NORTHWEST OF THE HIGHWAY
 GQ0150'CENTERLINE, 16.7 METERS (55 FT) SOUTHWEST OF RM 1, 14.8 METERS (48.5
 GQ0150'FT) SOUTHEAST OF RM 2.
 GQ0150'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 GQ0150'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GQ0150
 GQ0150                          STATION RECOVERY (2005)
 GQ0150
 GQ0150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DW)
 GQ0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0152 ***********************************************************************
 GQ0152  DESIGNATION -  ML 9 RM 1
 GQ0152  PID         -  GQ0152
 GQ0152  STATE/COUNTY-  AZ/MOHAVE
 GQ0152  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0152
 GQ0152                         *CURRENT SURVEY CONTROL
 GQ0152  ___________________________________________________________________
 GQ0152* NAD 83(1986)-  36 52 44.     (N)    113 56 42.     (W)     SCALED    
 GQ0152* NAVD 88     -       597.463  (meters)    1960.18   (feet)  ADJUSTED  
 GQ0152  ___________________________________________________________________
 GQ0152  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GQ0152  DYNAMIC HT  -         596.859 (meters)    1958.19  (feet)  COMP
 GQ0152  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 GQ0152
 GQ0152  VERT ORDER  -  FIRST     CLASS II
 GQ0152
 GQ0152.The horizontal coordinates were scaled from a topographic map and have
 GQ0152.an estimated accuracy of +/- 6 seconds.
 GQ0152
 GQ0152.The orthometric height was determined by differential leveling
 GQ0152.and adjusted in June 1991.
 GQ0152
 GQ0152.The geoid height was determined by GEOID03.
 GQ0152
 GQ0152.The dynamic height is computed by dividing the NAVD 88
 GQ0152.geopotential number by the normal gravity value computed on the
 GQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0152.degrees latitude (g = 980.6199 gals.).
 GQ0152
 GQ0152.The modeled gravity was interpolated from observed gravity values.
 GQ0152
 GQ0152;                    North         East    Units  Estimated Accuracy
 GQ0152;SPC AZ W     -   652,070.      195,980.      MT  (+/- 180 meters Scaled)
 GQ0152
 GQ0152                          SUPERSEDED SURVEY CONTROL
 GQ0152
 GQ0152  NGVD 29 (??/??/92)  596.709  (m)         1957.70   (f) ADJ UNCH    1 2
 GQ0152
 GQ0152.Superseded values are not recommended for survey control.
 GQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0152.See file dsdata.txt to determine how the superseded data were derived.
 GQ0152
 GQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF375854(NAD 83)
 GQ0152_MARKER: DR = REFERENCE MARK DISK
 GQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0152_STAMPING: ML 9 AHD NO 1 1960
 GQ0152_MARK LOGO: CGS   
 GQ0152_PROJECTION: PROJECTING 8 CENTIMETERS
 GQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0152+STABILITY: SURFACE MOTION
 GQ0152
 GQ0152  HISTORY     - Date     Condition        Report By
 GQ0152  HISTORY     - 1960     MONUMENTED       CGS
 GQ0152  HISTORY     - 1979     GOOD             USGS
 GQ0152  HISTORY     - 1982     GOOD             NGS
 GQ0152
 GQ0152                          STATION DESCRIPTION
 GQ0152
 GQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0152'1.4 MI SW FROM LITTLEFIELD.
 GQ0152'0.3 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0152'BLACKTOP ROAD, THENCE 1.1 MILES SOUTHWEST ON U.S. HIGHWAY 91, 90 FEET
 GQ0152'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A
 GQ0152'10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GQ0152
 GQ0152                          STATION RECOVERY (1979)
 GQ0152
 GQ0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0152'1.4 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0152'INTERSTATE HIGHWAY 15. 90 FEET NW OF THE CENTERLINE OF THE OLD
 GQ0152'HIGHWAY SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 3
 GQ0152'INCHES, A STANDARD USC AND GS REFERENCE MARK DISK STAMPED ML 9 AHD NO
 GQ0152'1 1960.
 GQ0152
 GQ0152                          STATION RECOVERY (1982)
 GQ0152
 GQ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0152'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0152'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0152'MESQUITE, THENCE 14.25 KM (8.9 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0152'2.0 KM (1.25 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS
 GQ0152'BRIDGE OVER THE HIGHWAY, 27.5 METERS (90 FT) NORTHWEST OF THE HIGHWAY
 GQ0152'CENTERLINE, 24.4 METERS (80 FT) EAST OF RM 2, 16.7 METERS (55 FT)
 GQ0152'NORTHEAST OF THE STATION.
 GQ0152'THE MARK IS 16.0 METERS  NE FROM A WITNESS POST.
 GQ0152'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0151 ***********************************************************************
 GQ0151  DESIGNATION -  ML 9 RM 2
 GQ0151  PID         -  GQ0151
 GQ0151  STATE/COUNTY-  AZ/MOHAVE
 GQ0151  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0151
 GQ0151                         *CURRENT SURVEY CONTROL
 GQ0151  ___________________________________________________________________
 GQ0151* NAD 83(1986)-  36 52 44.     (N)    113 56 42.     (W)     SCALED    
 GQ0151* NAVD 88     -       597.763  (meters)    1961.16   (feet)  ADJUSTED  
 GQ0151  ___________________________________________________________________
 GQ0151  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GQ0151  DYNAMIC HT  -         597.159 (meters)    1959.18  (feet)  COMP
 GQ0151  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 GQ0151
 GQ0151  VERT ORDER  -  FIRST     CLASS II
 GQ0151
 GQ0151.The horizontal coordinates were scaled from a topographic map and have
 GQ0151.an estimated accuracy of +/- 6 seconds.
 GQ0151
 GQ0151.The orthometric height was determined by differential leveling
 GQ0151.and adjusted in June 1991.
 GQ0151
 GQ0151.The geoid height was determined by GEOID03.
 GQ0151
 GQ0151.The dynamic height is computed by dividing the NAVD 88
 GQ0151.geopotential number by the normal gravity value computed on the
 GQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0151.degrees latitude (g = 980.6199 gals.).
 GQ0151
 GQ0151.The modeled gravity was interpolated from observed gravity values.
 GQ0151
 GQ0151;                    North         East    Units  Estimated Accuracy
 GQ0151;SPC AZ W     -   652,070.      195,980.      MT  (+/- 180 meters Scaled)
 GQ0151
 GQ0151                          SUPERSEDED SURVEY CONTROL
 GQ0151
 GQ0151  NGVD 29 (??/??/92)  597.009  (m)         1958.69   (f) ADJ UNCH    1 2
 GQ0151
 GQ0151.Superseded values are not recommended for survey control.
 GQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0151.See file dsdata.txt to determine how the superseded data were derived.
 GQ0151
 GQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF375854(NAD 83)
 GQ0151_MARKER: DR = REFERENCE MARK DISK
 GQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0151_STAMPING: ML 9 AHD NO 2 1960
 GQ0151_MARK LOGO: CGS   
 GQ0151_PROJECTION: PROJECTING 10 CENTIMETERS
 GQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0151+STABILITY: SURFACE MOTION
 GQ0151
 GQ0151  HISTORY     - Date     Condition        Report By
 GQ0151  HISTORY     - 1960     MONUMENTED       CGS
 GQ0151  HISTORY     - 1979     GOOD             USGS
 GQ0151  HISTORY     - 1982     GOOD             NGS
 GQ0151
 GQ0151                          STATION DESCRIPTION
 GQ0151
 GQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0151'1.4 MI SW FROM LITTLEFIELD.
 GQ0151'0.3 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON
 GQ0151'BLACKTOP ROAD, THENCE 1.1 MILES SOUTHWEST ON U.S. HIGHWAY 91, 153 FEET
 GQ0151'NORTHWEST OF CENTERLINE OF HIGHWAY, SET IN THE TOP OF A 10-INCH SQUARE
 GQ0151'CONCRETE POST PROJECTING 4 INCHES.
 GQ0151
 GQ0151                          STATION RECOVERY (1979)
 GQ0151
 GQ0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0151'1.4 MILES SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0151'INTERSTATE HIGHWAY 15. 153 FEET NW OF CENTERLINE OF OLD HIGHWAY, SET
 GQ0151'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES A
 GQ0151'STANDARD USC AND GS REFERENCE MARK DISK STAMPED ML 9 AHD NO 2 1960.
 GQ0151
 GQ0151                          STATION RECOVERY (1982)
 GQ0151
 GQ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0151'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0151'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0151'MESQUITE, THENCE 14.25 KM (8.9 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GQ0151'2.0 KM (1.25 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS
 GQ0151'BRIDGE OVER THE HIGHWAY, 46.6 METERS (153 FT) NORTHWEST OF THE HIGHWAY
 GQ0151'CENTERLINE, 24.4 METERS (80 FT) WEST OF RM 1, 14.8 METERS (48.5 FT)
 GQ0151'NORTHWEST OF THE STATION.
 GQ0151'THE MARK IS 14.8 METERS  NW FROM A WITNESS POST.
 GQ0151'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5761 ***********************************************************************
 DH5761  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5761  DESIGNATION -  MLK
 DH5761  PID         -  DH5761
 DH5761  STATE/COUNTY-  AZ/COCHISE
 DH5761  USGS QUAD   -  FORT HUACHUCA (1983)
 DH5761
 DH5761                         *CURRENT SURVEY CONTROL
 DH5761  ___________________________________________________________________
 DH5761* NAD 83(2007)-  31 33 33.31073(N)    110 15 27.49679(W)     ADJUSTED  
 DH5761* NAVD 88     -      1363.39   (meters)    4473.1    (feet)  GPS OBS   
 DH5761  ___________________________________________________________________
 DH5761  EPOCH DATE  -        2007.00
 DH5761  X           -  -1,883,880.624 (meters)                     COMP
 DH5761  Y           -  -5,104,386.283 (meters)                     COMP
 DH5761  Z           -   3,319,585.876 (meters)                     COMP
 DH5761  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DH5761  ELLIP HEIGHT-        1335.327 (meters)          (02/10/07) ADJUSTED
 DH5761  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DH5761
 DH5761  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5761  Type    PID    Designation                      North   East  Ellip
 DH5761  -------------------------------------------------------------------
 DH5761  NETWORK DH5761 MLK                               0.98   0.86   2.80
 DH5761  -------------------------------------------------------------------
 DH5761
 DH5761.The horizontal coordinates were established by GPS observations
 DH5761.and adjusted by the National Geodetic Survey in February 2007.
 DH5761
 DH5761.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5761.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5761.The horizontal coordinates are valid at the epoch date displayed above.
 DH5761.The epoch date for horizontal control is a decimal equivalence
 DH5761.of Year/Month/Day.
 DH5761
 DH5761.The orthometric height was determined by GPS observations and a
 DH5761.high-resolution geoid model.
 DH5761.The orthometric height was determined by GPS observations and a
 DH5761.high-resolution geoid model using precise GPS observation and
 DH5761.processing techniques.
 DH5761
 DH5761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5761
 DH5761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5761
 DH5761.The ellipsoidal height was determined by GPS observations
 DH5761.and is referenced to NAD 83.
 DH5761
 DH5761.The geoid height was determined by GEOID03.
 DH5761
 DH5761;                    North         East     Units Scale Factor Converg.
 DH5761;SPC AZ E     -    62,004.163   204,723.829   MT  0.99990092   -0 02 51.4
 DH5761;SPC AZ E     -   203,425.73    671,666.11   iFT  0.99990092   -0 02 51.4
 DH5761;UTM  12      - 3,491,822.799   570,454.305   MT  0.99966122   +0 23 18.8
 DH5761
 DH5761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5761!SPC AZ E     -   0.99979036  x   0.99990092  =   0.99969130
 DH5761!UTM  12      -   0.99979036  x   0.99966122  =   0.99945166
 DH5761
 DH5761                          SUPERSEDED SURVEY CONTROL
 DH5761
 DH5761  NAD 83(1992)-  31 33 33.31056(N)    110 15 27.49647(W) AD(       ) B
 DH5761  ELLIP H (08/22/05) 1335.336  (m)                       GP(       ) 4 2
 DH5761
 DH5761.Superseded values are not recommended for survey control.
 DH5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5761.See file dsdata.txt to determine how the superseded data were derived.
 DH5761
 DH5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7045491823(NAD 83)
 DH5761_MARKER: Z = SEE DESCRIPTION
 DH5761_SETTING: 0 = UNSPECIFIED SETTING
 DH5761_MARK LOGO: NONE  
 DH5761_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5761+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH5761
 DH5761  HISTORY     - Date     Condition        Report By
 DH5761  HISTORY     - 2005     MONUMENTED       NGS
 DH5761
 DH5761                          STATION DESCRIPTION
 DH5761
 DH5761'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5761'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5761'MONUMENT 15 INCHES BY 40 INCHES. A COCHISE COUNTY WITNESS SIGN
 DH5761'IS WITHIN APPROXIMATELY 3 FEET.
 DH5761'FROM THE POST OFFICE IN SIERRA VISTA, GO EAST ON FRY BLVD. 1.0
 DH5761'MILES TO HWY 92, TURN LEFT ONTO HWY 92 AND BEAR NORTH TO MARTIN
 DH5761'LUTHER KING BLVD. STATION IS ON THE NW CORNER, APPROXIMATELY 123
 DH5761'FEET NORTH OF MARTIN LUTHER KING BLVD. IN THE WEST R.O.W. FENCE
 DH5761'OF HWY 92.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0731 ***********************************************************************
 CG0731  DESIGNATION -  MM 118
 CG0731  PID         -  CG0731
 CG0731  STATE/COUNTY-  AZ/PIMA
 CG0731  USGS QUAD   -  TOPAWA (1979)
 CG0731
 CG0731                         *CURRENT SURVEY CONTROL
 CG0731  ___________________________________________________________________
 CG0731* NAD 83(1986)-  31 49 03.     (N)    111 49 30.     (W)     SCALED    
 CG0731* NAVD 88     -       754.27   (+/-2cm)    2474.6    (feet)  VERTCON   
 CG0731  ___________________________________________________________________
 CG0731  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 CG0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0731
 CG0731.The horizontal coordinates were scaled from a topographic map and have
 CG0731.an estimated accuracy of +/- 6 seconds.
 CG0731
 CG0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0731.The vertical order pertains to the NGVD 29 superseded value.
 CG0731
 CG0731.The geoid height was determined by GEOID03.
 CG0731
 CG0731;                    North         East    Units  Estimated Accuracy
 CG0731;SPC AZ C     -    90,640.      222,040.      MT  (+/- 180 meters Scaled)
 CG0731
 CG0731                          SUPERSEDED SURVEY CONTROL
 CG0731
 CG0731  NGVD 29 (??/??/92)  753.558  (m)         2472.30   (f) ADJ UNCH    2 0
 CG0731
 CG0731.Superseded values are not recommended for survey control.
 CG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0731.See file dsdata.txt to determine how the superseded data were derived.
 CG0731
 CG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA219205(NAD 83)
 CG0731_MARKER: DB = BENCH MARK DISK
 CG0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0731_STAMPING: M M 118 1935
 CG0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0731+STABILITY: SURFACE MOTION
 CG0731
 CG0731  HISTORY     - Date     Condition        Report By
 CG0731  HISTORY     - 1935     MONUMENTED       CGS
 CG0731  HISTORY     - 1952     GOOD             NGS
 CG0731
 CG0731                          STATION DESCRIPTION
 CG0731
 CG0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0731'0.4 MI N FROM TOPAWA.
 CG0731'0.4 MILE NORTH ALONG A WAGON ROAD FROM THE POST OFFICE AND SAN SOLANO
 CG0731'MISSION AT TOPAWA, ABOUT 130 YARDS EAST OF THE NORTHEAST CORNER OF THE
 CG0731'TOPAWA CEMETERY, 136 1/2 FEET NORTHEAST OF THE CENTER OF THE Y
 CG0731'JUNCTIONS OF ROADS LEADING NORTH AND NORTHEAST, 37 1/2 FEET EAST OF
 CG0731'THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 1.9 FEET NORTH OF A
 CG0731'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 CG0731'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7981 ***********************************************************************
 DK7981  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7981  DESIGNATION -  MM AN
 DK7981  PID         -  DK7981
 DK7981  STATE/COUNTY-  AZ/GILA
 DK7981  USGS QUAD   -  PINAL PEAK (1979)
 DK7981
 DK7981                         *CURRENT SURVEY CONTROL
 DK7981  ___________________________________________________________________
 DK7981* NAD 83(2007)-  33 21 22.33050(N)    110 47 26.79976(W)     ADJUSTED  
 DK7981* NAVD 88     -      1259.79   (meters)    4133.2    (feet)  GPS OBS   
 DK7981  ___________________________________________________________________
 DK7981  EPOCH DATE  -        2007.00
 DK7981  X           -  -1,893,297.123 (meters)                     COMP
 DK7981  Y           -  -4,986,557.543 (meters)                     COMP
 DK7981  Z           -   3,487,701.420 (meters)                     COMP
 DK7981  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DK7981  ELLIP HEIGHT-        1232.485 (meters)          (01/09/09) ADJUSTED
 DK7981  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DK7981  HORZ ORDER  -  B
 DK7981  ELLP ORDER  -  FOURTH    CLASS II
 DK7981
 DK7981.The horizontal coordinates were established by GPS observations
 DK7981.and adjusted by the National Geodetic Survey in January 2009.
 DK7981
 DK7981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7981.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7981.The horizontal coordinates are valid at the epoch date displayed above.
 DK7981.The epoch date for horizontal control is a decimal equivalence
 DK7981.of Year/Month/Day.
 DK7981
 DK7981.The orthometric height was determined by GPS observations and a
 DK7981.high-resolution geoid model.
 DK7981.The orthometric height was determined by GPS observations and a
 DK7981.high-resolution geoid model using precise GPS observation and
 DK7981.processing techniques.
 DK7981
 DK7981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7981
 DK7981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7981
 DK7981.The ellipsoidal height was determined by GPS observations
 DK7981.and is referenced to NAD 83.
 DK7981
 DK7981.The geoid height was determined by GEOID03.
 DK7981
 DK7981;                    North         East     Units Scale Factor Converg.
 DK7981;SPC AZ E     -   261,427.161   155,275.661   MT  0.99994158   -0 20 35.4
 DK7981;SPC AZ E     -   857,700.66    509,434.58   iFT  0.99994158   -0 20 35.4
 DK7981;UTM  12      - 3,690,796.305   519,465.778   MT  0.99960467   +0 06 54.1
 DK7981
 DK7981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7981!SPC AZ E     -   0.99980654  x   0.99994158  =   0.99974813
 DK7981!UTM  12      -   0.99980654  x   0.99960467  =   0.99941129
 DK7981
 DK7981                          SUPERSEDED SURVEY CONTROL
 DK7981
 DK7981.No superseded survey control is available for this station.
 DK7981
 DK7981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1946690796(NAD 83)
 DK7981_MARKER: F = FLANGE-ENCASED ROD
 DK7981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7981_STAMPING: MM AN
 DK7981_MARK LOGO: NGS   
 DK7981_PROJECTION: RECESSED 15 CENTIMETERS
 DK7981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7981+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7981_ROD/PIPE-DEPTH:  5.2 meters
 DK7981_SLEEVE-DEPTH  :  0.9 meters
 DK7981
 DK7981  HISTORY     - Date     Condition        Report By
 DK7981  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7981
 DK7981                          STATION DESCRIPTION
 DK7981
 DK7981'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7981'FROM THE INTERSECTION OF U.S. 60 AND S.R. 188 IN GLOBE, ARIZONA GO
 DK7981'NORTH FOR 1.27 MI (2.0 KM) TO AN UNNAMED ROAD TURN EAST FOR 0.10 MI.
 DK7981'MONUMENT IS STAINLESS STEEL ROD IN HAND HOLE UP ON A POINT JUST
 DK7981'SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0923 ***********************************************************************
 ES0923  DESIGNATION -  MO
 ES0923  PID         -  ES0923
 ES0923  STATE/COUNTY-  AZ/NAVAJO
 ES0923  USGS QUAD   -  HEBER (1990)
 ES0923
 ES0923                         *CURRENT SURVEY CONTROL
 ES0923  ___________________________________________________________________
 ES0923* NAD 83(1992)-  34 26 47.33155(N)    110 31 47.16684(W)     ADJUSTED  
 ES0923* NAVD 88     -      1968.3    (meters)    6458.     (feet)  VERTCON   
 ES0923  ___________________________________________________________________
 ES0923  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ES0923  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ES0923  HORZ ORDER  -  SECOND
 ES0923
 ES0923.The horizontal coordinates were established by classical geodetic methods
 ES0923.and adjusted by the National Geodetic Survey in August 1993.
 ES0923
 ES0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0923
 ES0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0923
 ES0923.The geoid height was determined by GEOID03.
 ES0923
 ES0923;                    North         East     Units Scale Factor Converg.
 ES0923;SPC AZ E     -   382,235.239   179,994.688   MT  0.99991372   -0 12 19.4
 ES0923;SPC AZ E     - 1,254,052.62    590,533.75   iFT  0.99991372   -0 12 19.4
 ES0923;UTM  12      - 3,811,762.973   543,196.516   MT  0.99962300   +0 15 57.5
 ES0923
 ES0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0923!SPC AZ E     -   0.99969486  x   0.99991372  =   0.99960860
 ES0923!UTM  12      -   0.99969486  x   0.99962300  =   0.99931797
 ES0923
 ES0923|---------------------------------------------------------------------|
 ES0923| PID    Reference Object                     Distance      Geod. Az  |
 ES0923|                                                           dddmmss.s |
 ES0923| ES0949 USE                                 394.454 METERS 03641     |
 ES0923|---------------------------------------------------------------------|
 ES0923
 ES0923                          SUPERSEDED SURVEY CONTROL
 ES0923
 ES0923  NAD 83(1986)-  34 26 47.32482(N)    110 31 47.17086(W) AD(       ) 2
 ES0923  NGVD 29 (08/03/87) 1967.4    (m)         6455.     (f) VERT ANG    3  
 ES0923
 ES0923.Superseded values are not recommended for survey control.
 ES0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0923.See file dsdata.txt to determine how the superseded data were derived.
 ES0923
 ES0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4319711763(NAD 83)
 ES0923_MARKER: DS = TRIANGULATION STATION DISK
 ES0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0923+STABILITY: SURFACE MOTION
 ES0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0923+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2005
 ES0923
 ES0923  HISTORY     - Date     Condition        Report By
 ES0923  HISTORY     - 1984     MONUMENTED       AZDT
 ES0923  HISTORY     - 19971011 GOOD             USPSQD
 ES0923  HISTORY     - 20050904 GOOD             EVANS
 ES0923
 ES0923                          STATION DESCRIPTION
 ES0923
 ES0923'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0923'THE STATION IS LOCATED 4 MILES NORTHEAST OF HEBER ALONG THE WEST SIDE
 ES0923'OF STATE ROUTE 277.
 ES0923'
 ES0923'THE STATION MARK IS AN AZDT DISK STAMPED---MO 1984---.  IT IS SET IN
 ES0923'TOP OF A 10 INCH CONCRETE MONUMENT 87 FEET NORTHWEST OF THE CENTERLINE
 ES0923'OF THE HIGHWAY, 36-1/2 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND 4
 ES0923'FEET SOUTHEAST OF THE WITNESS POST.
 ES0923'
 ES0923'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0923'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0923'JUNCTION WITH STATE ROUTE 277.  TURN LEFT AND TRAVEL NORTHEAST ALONG
 ES0923'STATE ROUTE 277 FOR 3.4 MILES TO MILEPOST 309.2 AND THE STATION ON THE
 ES0923'LEFT.
 ES0923
 ES0923                          STATION RECOVERY (1997)
 ES0923
 ES0923'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0923'RECOVERED IN GOOD CONDITION.
 ES0923
 ES0923                          STATION RECOVERY (2005)
 ES0923
 ES0923'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1457 ***********************************************************************
 DA1457  DESIGNATION -  MOBILE
 DA1457  PID         -  DA1457
 DA1457  STATE/COUNTY-  AZ/MARICOPA
 DA1457  USGS QUAD   -  CONLEY WELL (1979)
 DA1457
 DA1457                         *CURRENT SURVEY CONTROL
 DA1457  ___________________________________________________________________
 DA1457* NAD 83(1992)-  32 58 54.64266(N)    112 16 06.46107(W)     ADJUSTED  
 DA1457* NAVD 88     -       585.6    (meters)    1921.     (feet)  VERTCON   
 DA1457  ___________________________________________________________________
 DA1457  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DA1457  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA1457  HORZ ORDER  -  THIRD
 DA1457
 DA1457.The horizontal coordinates were established by classical geodetic methods
 DA1457.and adjusted by the National Geodetic Survey in August 1993.
 DA1457
 DA1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1457
 DA1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1457
 DA1457.The geoid height was determined by GEOID03.
 DA1457
 DA1457;                    North         East     Units Scale Factor Converg.
 DA1457;SPC AZ C     -   219,793.246   180,480.122   MT  0.99991333   -0 11 29.4
 DA1457;SPC AZ C     -   721,106.45    592,126.38   iFT  0.99991333   -0 11 29.4
 DA1457;UTM  12      - 3,649,988.578   381,477.383   MT  0.99977321   -0 41 26.1
 DA1457
 DA1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1457!SPC AZ C     -   0.99991286  x   0.99991333  =   0.99982620
 DA1457!UTM  12      -   0.99991286  x   0.99977321  =   0.99968609
 DA1457
 DA1457|---------------------------------------------------------------------|
 DA1457| PID    Reference Object                     Distance      Geod. Az  |
 DA1457|                                                           dddmmss.s |
 DA1457| CH5962 MOBILE RM 2                           6.730 METERS 14325     |
 DA1457| CH5960 MOBILE AZ MK                                       2890202.1 |
 DA1457| CH5961 MOBILE RM 1                           5.598 METERS 35256     |
 DA1457|---------------------------------------------------------------------|
 DA1457
 DA1457                          SUPERSEDED SURVEY CONTROL
 DA1457
 DA1457  NAD 83(1986)-  32 58 54.63413(N)    112 16 06.46341(W) AD(       ) 3
 DA1457  NAD 27      -  32 58 54.46540(N)    112 16 03.93065(W) AD(       ) 3
 DA1457  NGVD 29 (07/19/86)  585.0    (m)         1919.     (f) VERT ANG    3  
 DA1457
 DA1457.Superseded values are not recommended for survey control.
 DA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1457.See file dsdata.txt to determine how the superseded data were derived.
 DA1457
 DA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8147749989(NAD 83)
 DA1457_MARKER: DS = TRIANGULATION STATION DISK
 DA1457_SETTING: 66 = SET IN ROCK OUTCROP
 DA1457
 DA1457  HISTORY     - Date     Condition        Report By
 DA1457  HISTORY     - 1936     MONUMENTED       CGS
 DA1457  HISTORY     - 19890626 GOOD             LOCSUR
 DA1457
 DA1457                          STATION DESCRIPTION
 DA1457
 DA1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1457'ABOUT 31 MILES WEST-NORTHWEST OF CASA GRANDE, ON THE HIGHEST
 DA1457'POINT OF THE FIRST RANGE OF HILLS DUE SOUTH OF THE VILLAGE OF
 DA1457'MOBILE AND 5 MILES SOUTH OF THE VILLAGE.  MARKED BY A STANDARD
 DA1457'BRONZE DISK.  REFERENCE MARK NO. 1,
 DA1457'A STANDARD BRONZE REFERENCE DISK, IS 5.598 METERS
 DA1457'(18.37 FEET) FROM STATION N 07 DEG 04 MIN W.  REFERENCE
 DA1457'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DA1457'6.730 METERS (22.08 FEET) FROM STATION S 36 DEG
 DA1457'35 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1457'IS 0.3 MILE FROM STATION N 70 DEG 58 MIN W.
 DA1457
 DA1457                          STATION RECOVERY (1989)
 DA1457
 DA1457'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DM)
 DA1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0344 ***********************************************************************
 GQ0344  DESIGNATION -  MOCCASIN
 GQ0344  PID         -  GQ0344
 GQ0344  STATE/COUNTY-  AZ/MOHAVE
 GQ0344  USGS QUAD   -  MOCCASIN (1988)
 GQ0344
 GQ0344                         *CURRENT SURVEY CONTROL
 GQ0344  ___________________________________________________________________
 GQ0344* NAD 83(1992)-  36 57 59.25452(N)    112 48 36.20559(W)     ADJUSTED  
 GQ0344* NAVD 88     -      2020.     (meters)    6627.     (feet)  SCALED    
 GQ0344  ___________________________________________________________________
 GQ0344  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 GQ0344  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 GQ0344  HORZ ORDER  -  FIRST
 GQ0344
 GQ0344.The horizontal coordinates were established by classical geodetic methods
 GQ0344.and adjusted by the National Geodetic Survey in November 1997.
 GQ0344
 GQ0344.The orthometric height was scaled from a topographic map.
 GQ0344
 GQ0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0344
 GQ0344.The geoid height was determined by GEOID03.
 GQ0344
 GQ0344;                    North         East     Units Scale Factor Converg.
 GQ0344;SPC AZ W     -   662,183.174   297,058.092   MT  1.00001960   +0 33 55.0
 GQ0344;SPC AZ W     - 2,172,516.98    974,600.04   iFT  1.00001960   +0 33 55.0
 GQ0344;SPC UT S     - 3,034,089.586   383,336.140   MT  1.00005231   -0 48 09.6
 GQ0344;UTM  12      - 4,092,682.455   338,870.037   MT  0.99991985   -1 05 19.3
 GQ0344
 GQ0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0344!SPC AZ W     -   0.99968661  x   1.00001960  =   0.99970620
 GQ0344!SPC UT S     -   0.99968661  x   1.00005231  =   0.99973890
 GQ0344!UTM  12      -   0.99968661  x   0.99991985  =   0.99960648
 GQ0344
 GQ0344:                Primary Azimuth Mark                     Grid Az
 GQ0344:SPC AZ W     -  MOCCASIN AZ MK                           034 07 27.5
 GQ0344:SPC UT S     -  MOCCASIN AZ MK                           035 29 32.1
 GQ0344:UTM  12      -  MOCCASIN AZ MK                           035 46 41.8
 GQ0344
 GQ0344|---------------------------------------------------------------------|
 GQ0344| PID    Reference Object                     Distance      Geod. Az  |
 GQ0344|                                                           dddmmss.s |
 GQ0344| GQ0345 MOCCASIN AZ MK                      APPROX. 3.8 KM 0344122.5 |
 GQ0344| CH3698 MOCCASIN RM 1                         6.118 METERS 18620     |
 GQ0344| CH3699 MOCCASIN RM 2                         8.461 METERS 28813     |
 GQ0344|---------------------------------------------------------------------|
 GQ0344
 GQ0344                          SUPERSEDED SURVEY CONTROL
 GQ0344
 GQ0344  NAD 83(1992)-  36 57 59.25350(N)    112 48 36.20733(W) AD(       ) 1
 GQ0344  NAD 83(1986)-  36 57 59.25115(N)    112 48 36.20500(W) AD(       ) 1
 GQ0344  NAD 27      -  36 57 59.30700(N)    112 48 33.45300(W) AD(       ) 1
 GQ0344
 GQ0344.Superseded values are not recommended for survey control.
 GQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0344.See file dsdata.txt to determine how the superseded data were derived.
 GQ0344
 GQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3887092682(NAD 83)
 GQ0344_MARKER: DS = TRIANGULATION STATION DISK
 GQ0344_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GQ0344_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GQ0344
 GQ0344  HISTORY     - Date     Condition        Report By
 GQ0344  HISTORY     - 1938     MONUMENTED       CGS
 GQ0344  HISTORY     - 1952     GOOD             CGS
 GQ0344  HISTORY     - 1972     GOOD             AZHD
 GQ0344
 GQ0344                          STATION DESCRIPTION
 GQ0344
 GQ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0344'STATION IS IN THE KAIBAB INDIAN RESERVATION IN THE NORTHERN
 GQ0344'PART OF ARIZONA ABOUT 2.5 MILES SOUTH OF THE ARIZONA-UTAH STATE
 GQ0344'LINE.  IT IS ABOUT 16 MILES AIRLINE WSW OF KANAB, UTAH, AND
 GQ0344'ABOUT 16 MILES WNW OF FREDONIA, ARIZONA.  LOCATED ON THE NORTHERN
 GQ0344'EDGE OF A FAIRLY LOW SANDY RIDGE COVERED WITH SMALL SCATTERED
 GQ0344'SAGE BRUSH.  THE SMALL SANDY HUMP ON WHICH THE STATION ITSELF
 GQ0344'IS LOCATED IS PRACTICALLY BARE.
 GQ0344'
 GQ0344'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GQ0344'SET IN 3-IN. IRON PIPES.
 GQ0344'
 GQ0344'THE STATION IS REACHED FROM FREDONIA BY TAKING A GRADED DIRT
 GQ0344'ROAD AT THE SOUTH EDGE OF TOWN WHERE HIGHWAY U.S. 89 TURNS
 GQ0344'EAST.  GO WEST ON THIS GRADED DIRT ROAD 14.6 MILES TO A RIGHT
 GQ0344'FORK LEADING TO MOCCASIN AT THE EAST EDGE OF THE GROUNDS OF THE
 GQ0344'PIPE SPRINGS NATIONAL MONUMENT.  THENCE RIGHT, NORTH, ON MOCCASIN
 GQ0344'ROAD 2.1 MILES TO A FORK.  THENCE RIGHT FORK 0.45 MILE TO A
 GQ0344'FENCED CROSS ROAD AT THE NORTH SIDE OF THE KAIBAB INDIAN
 GQ0344'SCHOOL.  TURN RIGHT, EAST, 0.1 MILE TO A TRACK ROAD LEADING
 GQ0344'LEFT, NNE, BETWEEN FOUR INDIAN SHACKS AND A SMALL WHITE OUT
 GQ0344'BUILDING.  BEAR LEFT ON TRACK ROAD, MAIN TRAVELED ROAD, AND
 GQ0344'PASS THRU THREE FENCES FOR 8.7 MILES TO STATE LINE FENCE
 GQ0344'AND EDGE OF INDIAN RESERVATION.  GO THRU GATE AND BEAR
 GQ0344'LEFT, WEST, ON TRACK ROAD 2.1 MILES TO ANOTHER GATE (STATE
 GQ0344'LINE FENCE).  GO THRU GATE AND GO 0.6 MILE TO FORK.
 GQ0344'THENCE RIGHT FORK 0.6 MILE TO ANOTHER FORK.  THENCE RIGHT FORK
 GQ0344'1.0 MILE TO AN INDIAN CONSTRUCTION CAMP AND POLE CORRAL.  PASS
 GQ0344'CAMP AND CORRAL AND PICK UP TRACK ROAD THAT PASSES TO THE
 GQ0344'NORTH OF A SMALL KNOBBED SAND HILL, CONTINUE IN A
 GQ0344'SOUTHEASTERLY DIRECTION ON MAIN TRAVELED TRAIL ABOUT 2.5
 GQ0344'MILES TO END OF TRAIL AND FOOT OF SAGE AND CEDAR COVERED RIDGE.
 GQ0344'THE STATION CAN THEN BE SEEN ON THE HIGHEST PART OF MAIN RIDGE
 GQ0344'ABOUT 1.0 MILE SSE OF THE CREST OF SMALL RIDGE JUST BEYOND END
 GQ0344'OF TRUCK TRAVEL.
 GQ0344'
 GQ0344'FOR AZIMUTH, SEE DESCRIPTION OF MOCCASIN, AZIMUTH.  THERE IS AN
 GQ0344'UNDERGROUND CONCRETE RESERVOIR AT THE INDIAN CONSTRUCTION CAMP
 GQ0344'AND CORRAL MENTIONED ABOVE, AND WATER.  ALL MARKS SET IN
 GQ0344
 GQ0344                          STATION RECOVERY (1952)
 GQ0344
 GQ0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0344'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0344'AS ORIGINALLY DESCRIBED.
 GQ0344'
 GQ0344'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 GQ0344
 GQ0344                          STATION RECOVERY (1972)
 GQ0344
 GQ0344'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0344'GENERAL LOCATION-IN THE KAIBAB INDIAN RESERVATION ABOUT 2.5
 GQ0344'MILES S. OF THE ARIZONA-UTAH STATE LINE AND ABOUT 16 MILES
 GQ0344'SW OF KANAB UTAH
 GQ0344'
 GQ0344'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0344'
 GQ0344'STATION MARK-STD USC AND GS BC SET IN 3 INCH IRON PIPE STAMPED
 GQ0344'MOCCASIN 1938
 GQ0344'
 GQ0344'REFERENCE MARKS-STD USC AND GS BC SET IN 3 INCH IRON PIPES
 GQ0344'COND. GOOD STAMPED MOCCASIN 1938
 GQ0344'
 GQ0344'AZIMUTH MARK-NOT FOUND DUE TO BLOW SAND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0345 ***********************************************************************
 GQ0345  DESIGNATION -  MOCCASIN AZ MK
 GQ0345  PID         -  GQ0345
 GQ0345  STATE/COUNTY-  AZ/MOHAVE
 GQ0345  USGS QUAD   -  MOCCASIN (1988)
 GQ0345
 GQ0345                         *CURRENT SURVEY CONTROL
 GQ0345  ___________________________________________________________________
 GQ0345* NAD 83(1992)-  36 59 40.93081(N)    112 47 08.46024(W)     ADJUSTED  
 GQ0345* NAVD 88     -      1849.     (meters)    6066.     (feet)  SCALED    
 GQ0345  ___________________________________________________________________
 GQ0345  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 GQ0345  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 GQ0345  HORZ ORDER  -  FIRST
 GQ0345
 GQ0345.The horizontal coordinates were established by classical geodetic methods
 GQ0345.and adjusted by the National Geodetic Survey in November 1997.
 GQ0345
 GQ0345.The orthometric height was scaled from a topographic map.
 GQ0345
 GQ0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0345
 GQ0345.The geoid height was determined by GEOID03.
 GQ0345
 GQ0345;                    North         East     Units Scale Factor Converg.
 GQ0345;SPC AZ W     -   665,339.158   299,196.792   MT  1.00002407   +0 34 49.1
 GQ0345;SPC AZ W     - 2,182,871.25    981,616.77   iFT  1.00002407   +0 34 49.1
 GQ0345;SPC UT S     - 3,037,193.696   385,549.635   MT  1.00004547   -0 47 15.8
 GQ0345;UTM  12      - 4,095,775.044   341,098.731   MT  0.99991106   -1 04 29.1
 GQ0345
 GQ0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0345!SPC AZ W     -   0.99971341  x   1.00002407  =   0.99973748
 GQ0345!SPC UT S     -   0.99971341  x   1.00004547  =   0.99975887
 GQ0345!UTM  12      -   0.99971341  x   0.99991106  =   0.99962450
 GQ0345
 GQ0345:                Primary Azimuth Mark                     Grid Az
 GQ0345:SPC AZ W     -  MOCCASIN                                 214 07 26.2
 GQ0345:SPC UT S     -  MOCCASIN                                 215 29 31.1
 GQ0345:UTM  12      -  MOCCASIN                                 215 46 44.4
 GQ0345
 GQ0345|---------------------------------------------------------------------|
 GQ0345| PID    Reference Object                     Distance      Geod. Az  |
 GQ0345|                                                           dddmmss.s |
 GQ0345| GQ0344 MOCCASIN                            APPROX. 3.8 KM 2144215.3 |
 GQ0345|---------------------------------------------------------------------|
 GQ0345
 GQ0345                          SUPERSEDED SURVEY CONTROL
 GQ0345
 GQ0345  NAD 83(1992)-  36 59 40.92980(N)    112 47 08.46186(W) AD(       ) 1
 GQ0345  NAD 83(1986)-  36 59 40.92768(N)    112 47 08.45957(W) AD(       ) 1
 GQ0345  NAD 27      -  36 59 40.98500(N)    112 47 05.71000(W) AD(       ) 1
 GQ0345
 GQ0345.Superseded values are not recommended for survey control.
 GQ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0345.See file dsdata.txt to determine how the superseded data were derived.
 GQ0345
 GQ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4109995775(NAD 83)
 GQ0345_MARKER: DS = TRIANGULATION STATION DISK
 GQ0345_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0345_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0345+STABILITY: POSITION/ELEVATION WELL
 GQ0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0345+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 GQ0345
 GQ0345  HISTORY     - Date     Condition        Report By
 GQ0345  HISTORY     - 1938     MONUMENTED       CGS
 GQ0345  HISTORY     - 1972     GOOD             AZHD
 GQ0345  HISTORY     - 20030826 GOOD             BLM
 GQ0345
 GQ0345                          STATION DESCRIPTION
 GQ0345
 GQ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0345'LOCATED ABOUT 14 MILES WEST OF KANAB, UTAH, AND 0.4 MILE SOUTH OF
 GQ0345'THE ARIZONA-UTAH STATE LINE ON THE KAIBAB INDIAN RESERVATION.
 GQ0345'
 GQ0345'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK AND
 GQ0345'CEMENTED IN TOP OF 3-INCH IRON PIPE.
 GQ0345'
 GQ0345'REACHED FROM KANAB BY GOING SOUTH ON HIGHWAY U.S. 89 FOR ABOUT
 GQ0345'7 MILES TO FREDONIA, ARIZONA.  AT THE SOUTH EDGE OF TOWN THE
 GQ0345'HIGHWAY TURNS EAST AND A GRAVEL ROAD GOES WEST FROM THIS POINT.
 GQ0345'TURN RIGHT ON THE GRAVEL ROAD AND GO FOR 14.6 MILES ON THE MAIN
 GQ0345'TRAVELED ROAD, WESTWARD, TO A ROAD LEADING RIGHT AT A SIGN
 GQ0345'(MOCCASIN).  TURN RIGHT AND GO NORTH 2.05 MILES TO A FORK, HERE
 GQ0345'KEEP RIGHT FORK FOR 0.45 MILE TO A CROSS ROAD AT THE KAIBAB
 GQ0345'INDIAN SCHOOL ON LEFT.  THENCE RIGHT FOR 0.1 MILE TO A TRACK
 GQ0345'ROAD LEADING LEFT BETWEEN FOUR INDIAN SHACKS AND A SMALL
 GQ0345'WHITE OUT BUILDING.  TURN LEFT AND FOLLOW THE MAIN TRAVELED
 GQ0345'TRACK ROAD FOR 8.7 MILES NORTHEASTERLY AND THEN
 GQ0345'NORTHWESTERLY TO GATE IN STATE LINE FENCE.  SIGN--KAIBAB
 GQ0345'INDIAN RESERVATION.  HERE GO THROUGH THE GATE, TAKE LEFT
 GQ0345'FORK AND CONTINUE FOR 2.1 MILES TO ANOTHER GATE IN THE SAME
 GQ0345'FENCE LINE.  GO THROUGH THE GATE AND CONTINUE FOR 0.65 MILE TO
 GQ0345'A FORK.  KEEP RIGHT FORK AND GO 0.6 MILE TO ANOTHER FORK.  HERE
 GQ0345'CONTINUE ON RIGHT FORK FOR 0.95 MILE TO AN UNDERGROUND RESERVOIR
 GQ0345'AND A POLE CORRAL.  FROM HERE THE STATION HILL IS ABOUT 0.25
 GQ0345'MILE SOUTHWEST.  PICK WAY AROUND THE LEFT OF THE RESERVOIR
 GQ0345'AND CONTINUE ON THE TRACK ROAD FOR 0.3 MILE TO THE WEST SIDE
 GQ0345'OF THE BASE OF THE HILL AND END OF TRUCK TRAVEL.  FROM HERE
 GQ0345'CLIMB EAST ABOUT 150 YARDS TO THE TOP OF THE HILL AND STATION
 GQ0345'SITE.
 GQ0345
 GQ0345                          STATION RECOVERY (1972)
 GQ0345
 GQ0345'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0345'GENERAL LOCATION-ABOUT 14 MILES W. OF KANAB, UTAH AND 0.14
 GQ0345'MILE OF THE ARIZ.-UTAH ST. LINE ON THE KAIBAB INDIAN RES.
 GQ0345'
 GQ0345'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0345'
 GQ0345'AZIMUTH MARK-NOT FOUND DUE TO DRIFTING BLOW SAND
 GQ0345
 GQ0345                          STATION RECOVERY (2003)
 GQ0345
 GQ0345'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2003 (AJR)
 GQ0345'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0717 ***********************************************************************
 GP0717  DESIGNATION -  MOENCOPI
 GP0717  PID         -  GP0717
 GP0717  STATE/COUNTY-  AZ/COCONINO
 GP0717  USGS QUAD   -  MOENAVE SE (1969)
 GP0717
 GP0717                         *CURRENT SURVEY CONTROL
 GP0717  ___________________________________________________________________
 GP0717* NAD 83(1992)-  36 03 09.93957(N)    111 17 41.89939(W)     ADJUSTED  
 GP0717* NAVD 88     -      1601.5    (meters)    5254.     (feet)  VERTCON   
 GP0717  ___________________________________________________________________
 GP0717  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 GP0717  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GP0717  HORZ ORDER  -  THIRD
 GP0717
 GP0717.The horizontal coordinates were established by classical geodetic methods
 GP0717.and adjusted by the National Geodetic Survey in August 1993.
 GP0717
 GP0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0717
 GP0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0717
 GP0717.The geoid height was determined by GEOID03.
 GP0717
 GP0717;                    North         East     Units Scale Factor Converg.
 GP0717;SPC AZ C     -   560,545.484   269,371.657   MT  0.99993864   +0 21 57.2
 GP0717;SPC AZ C     - 1,839,059.99    883,765.28   iFT  0.99993864   +0 21 57.2
 GP0717;UTM  12      - 3,989,840.693   473,432.553   MT  0.99960870   -0 10 25.0
 GP0717
 GP0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0717!SPC AZ C     -   0.99975242  x   0.99993864  =   0.99969108
 GP0717!UTM  12      -   0.99975242  x   0.99960870  =   0.99936122
 GP0717
 GP0717|---------------------------------------------------------------------|
 GP0717| PID    Reference Object                     Distance      Geod. Az  |
 GP0717|                                                           dddmmss.s |
 GP0717| CR9980 MOENCOPI RM 1                         4.953 METERS 02740     |
 GP0717| CR9981 MOENCOPI RM 2                        12.503 METERS 10857     |
 GP0717| FQ0577 TERRACE                             APPROX.10.4 KM 2160337.9 |
 GP0717|---------------------------------------------------------------------|
 GP0717
 GP0717                          SUPERSEDED SURVEY CONTROL
 GP0717
 GP0717  NAD 83(1986)-  36 03 09.94240(N)    111 17 41.89485(W) AD(       ) 3
 GP0717  NGVD 29 (02/23/90) 1600.6    (m)         5251.     (f) VERT ANG    3  
 GP0717
 GP0717.Superseded values are not recommended for survey control.
 GP0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0717.See file dsdata.txt to determine how the superseded data were derived.
 GP0717
 GP0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7343389841(NAD 83)
 GP0717_MARKER: DS = TRIANGULATION STATION DISK
 GP0717_SETTING: 0 = UNSPECIFIED SETTING
 GP0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0717
 GP0717  HISTORY     - Date     Condition        Report By
 GP0717  HISTORY     - 1955     MONUMENTED       USGS
 GP0717  HISTORY     - 1969     GOOD             USGS
 GP0717
 GP0717                          STATION DESCRIPTION
 GP0717
 GP0717'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0717'LOCATED ABOUT 13.0 MI NE. OF CAMERON, 6.5 MI SW. OF TUBA CITY,
 GP0717'1.0 MI S. OF HWY. BETWEEN TUBA CITY AND CAMERON.  ON PROMINENT
 GP0717'HIGHEST POINT OF CLIFFS 10 FT E. OF WEST RIM AND 9.3 FT W. OF
 GP0717'LARGE CAIRN.
 GP0717'
 GP0717'SEE 1969 RECOVERY FOR TO REACH.
 GP0717'
 GP0717'STATION MARK--STANDARD TABLET STAMPED---MOENCOPI 1955---.
 GP0717'
 GP0717'RM 1--STANDARD RM TABLET STAMPED---NO 1---.
 GP0717'
 GP0717'RM 2--STANDARD RM TABLET STAMPED---NO 2---.
 GP0717
 GP0717                          STATION RECOVERY (1969)
 GP0717
 GP0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GP0717'RECOVERED AS DESCRIBED BY USGS.
 GP0717'
 GP0717'TO REACH FROM JCT. OF HWY. 164 AND 264 JUST S. OF TUBA CITY,
 GP0717'DRIVE 1.45 MI W. ON HWY. 164 TO LANE S. OF MOTEL.  TURN LEFT (S.)
 GP0717'IN LANE ACROSS MOENCOPI WASH.  DRIVE UP SANDY SLOPE SOUTHWESTERLY
 GP0717'ON BULLDOZED RD. 4.3 MI TO LOW SADDLE.  TURN RIGHT 2.1 MI WSW.
 GP0717'ALONG RIDGE TO STATION ON THIRD ONE OF FOUR LITTLE FLAT-TOPPED
 GP0717'HILLS.  THESE HILLS ARE VISIBLE FROM POINT WHERE YOU LEAVE TRACK
 GP0717'RD. AND 4-WHEEL DRIVE MAY BE TAKEN TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0972 ***********************************************************************
 ES0972  DESIGNATION -  MOG
 ES0972  PID         -  ES0972
 ES0972  STATE/COUNTY-  AZ/GILA
 ES0972  USGS QUAD   -  DANE CANYON (1972)
 ES0972
 ES0972                         *CURRENT SURVEY CONTROL
 ES0972  ___________________________________________________________________
 ES0972* NAD 83(1992)-  34 24 41.12048(N)    111 12 54.07568(W)     ADJUSTED  
 ES0972* NAVD 88     -      2370.6    (meters)    7778.     (feet)  VERTCON   
 ES0972  ___________________________________________________________________
 ES0972  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 ES0972  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES0972  HORZ ORDER  -  SECOND
 ES0972
 ES0972.The horizontal coordinates were established by classical geodetic methods
 ES0972.and adjusted by the National Geodetic Survey in August 1993.
 ES0972
 ES0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0972
 ES0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0972
 ES0972.The geoid height was determined by GEOID03.
 ES0972
 ES0972;                    North         East     Units Scale Factor Converg.
 ES0972;SPC AZ E     -   378,785.075   116,985.116   MT  1.00001445   -0 35 33.0
 ES0972;SPC AZ E     - 1,242,733.19    383,809.44   iFT  1.00001445   -0 35 33.0
 ES0972;UTM  12      - 3,807,796.158   480,239.501   MT  0.99960481   -0 07 17.5
 ES0972
 ES0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0972!SPC AZ E     -   0.99963180  x   1.00001445  =   0.99964625
 ES0972!UTM  12      -   0.99963180  x   0.99960481  =   0.99923676
 ES0972
 ES0972:                Primary Azimuth Mark                     Grid Az
 ES0972:SPC AZ E     -  MOG AZ MK                                095 41 51.8
 ES0972:UTM  12      -  MOG AZ MK                                095 13 36.3
 ES0972
 ES0972|---------------------------------------------------------------------|
 ES0972| PID    Reference Object                     Distance      Geod. Az  |
 ES0972|                                                           dddmmss.s |
 ES0972| CH3700 MOG AZ MK                                          0950618.8 |
 ES0972| CH3701 MOG RM 1                              6.573 METERS 18013     |
 ES0972| CH3702 MOG RM 2                              5.799 METERS 29025     |
 ES0972|---------------------------------------------------------------------|
 ES0972
 ES0972                          SUPERSEDED SURVEY CONTROL
 ES0972
 ES0972  NAD 83(1986)-  34 24 41.10992(N)    111 12 54.08292(W) AD(       ) 2
 ES0972  NAD 27      -  34 24 41.00300(N)    111 12 51.59300(W) AD(       ) 2
 ES0972  NGVD 29 (07/19/86) 2369.7    (m)         7775.     (f) VERT ANG    3  
 ES0972
 ES0972.Superseded values are not recommended for survey control.
 ES0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0972.See file dsdata.txt to determine how the superseded data were derived.
 ES0972
 ES0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8024007796(NAD 83)
 ES0972_MARKER: DS = TRIANGULATION STATION DISK
 ES0972_SETTING: 66 = SET IN ROCK OUTCROP
 ES0972_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0972+STABILITY: POSITION/ELEVATION WELL
 ES0972
 ES0972  HISTORY     - Date     Condition        Report By
 ES0972  HISTORY     - 1946     MONUMENTED       CGS
 ES0972  HISTORY     - 1967     GOOD             CGS
 ES0972  HISTORY     - 1981     GOOD             AZDT
 ES0972
 ES0972                          STATION DESCRIPTION
 ES0972
 ES0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0972'THE STATION IS LOCATED APPROX. 14 MILES EAST BY NORTH OF PINE,
 ES0972'ARIZONA, 10 MILES EAST BY SOUTH OF BAKER BUTTE LOOKOUT TOWER,
 ES0972'12 MILES WEST BY NORTH OF PROMONTORY LOOKOUT TOWER, AND ON THE
 ES0972'SOUTH EDGE OF MOGOLLON RIM NEAR THE HEAD OF BARBERSHOP CANYON.
 ES0972'
 ES0972'TO REACH THE STATION FROM THE POST OFFICE IN PINE, GO NORTH AND
 ES0972'WEST ON THE WINSLOW AND FLAGSTAFF ROAD FOR 3.3 MILES TO A FORK,
 ES0972'TAKE RIGHT FORK NORTHERLY AND EASTERLY ON THE WINSLOW AND FLAGSTAFF
 ES0972'ROAD FOR 10.1 MILES TO JUNCTION WITH MOGOLLON RIM ROAD, TAKE
 ES0972'RIGHT FORK AND GO EASTERLY ON MOGOLLON RIM ROAD FOR 2.35 MILES TO
 ES0972'A ROAD GOING RIGHT TO BAKER BUTTE LOOKOUT TOWER, CONTINUE
 ES0972'STRAIGHT AHEAD ON THE RIM ROAD FOR 8.0 MILES TO A FORK, MILLER
 ES0972'RIDGE ROAD FORKING TO LEFT, CONTINUE ON RIGHT FORK ON THE RIM
 ES0972'ROAD FOR 7.4 MILES TO DICK HART RIDGE ROAD GOING TO THE LEFT,
 ES0972'CONTINUE ON RIM ROAD FOR 0.25 MILE TO BASE OF SMALL HILL ON
 ES0972'RIGHT AND TRIANGULAR BLAZE ON 2 FT. PINE TREE ON RIGHT SIDE OF
 ES0972'ROAD.  FROM HERE PACK SOUTHERLY THROUGH TIMBER TO TOP OF LOW
 ES0972'RIDGE, THEN ALONG TOP OF RIDGE TO SHALLOW SADDLE, THEN ONTO
 ES0972'THE NEXT POINT OF RIDGE AND STATION.  THERE IS ANOTHER
 ES0972'PROMINENT POINT OF RIDGE APPROX. 1/4 MILE SSE OF STATION AND
 ES0972'IS SEPARATED FROM STATION SITE BY A DEEP SADDLE.
 ES0972'
 ES0972'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--MOG 1946,
 ES0972'AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK, TOP OF
 ES0972'WHICH IS FLUSH WITH THE GROUND.  THIS MARK IS ON A PROMINENT
 ES0972'RIDGE EXTENDING SOUTHERLY FROM MOGOLLON RIM, AND IS APPROX. 9
 ES0972'METERS NORTH OF A TRIANGULAR BLAZE ON A VERY CROOKED PINE TREE.
 ES0972'
 ES0972'REFERENCE MARK NO. 1 IS A STD REFERENCE MARK STAMPED--MOG NO. 1
 ES0972'1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK,
 ES0972'TOP OF WHICH IS FLUSH WITH THE GROUND.  THIS MARK IS SOUTH OF
 ES0972'STATION AND APPROX. 12 INCHES BELOW STATION.
 ES0972'
 ES0972'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--MOG NO.
 ES0972'2 1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK,
 ES0972'TOP OF WHICH IS FLUSH WITH THE GROUND.  THIS MARK IS WEST OF
 ES0972'STATION AND APPROX. SAME ELEVATION WITH STATION.
 ES0972'
 ES0972'AZIMUTH MARK IS A STANDARD AZIMUTH STAMPED--MOG 1946, AND IS
 ES0972'CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK, TOP OF WHICH
 ES0972'IS APPROX. 12 INCHES ABOVE THE SURROUNDING SURFACE.  THIS MARK IS
 ES0972'APPROX. 1/4 MILE NE OF STATION, ACROSS RAVINE FROM STATION, 23
 ES0972'METERS SOUTH OF CENTERLINE OF RIM ROAD, 18 METERS SW OF
 ES0972'TRIANGULAR BLAZE ON PINE TREE, AND 3 METERS EAST OF WEST EDGE OF
 ES0972'STEEP CLIFF.
 ES0972
 ES0972                          STATION RECOVERY (1967)
 ES0972
 ES0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ES0972'FOUND AS DESCRIBED.
 ES0972
 ES0972                          STATION RECOVERY (1981)
 ES0972
 ES0972'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0972'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS IN GOOD
 ES0972'
 ES0972'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0972'ARIZONA HIGHWAY 87 FOR 13.2 MILES TO FOREST TRAIL 300 AND SIGN KNOLL
 ES0972'LAKE.  TURN RIGHT FOR 0.1 MILE TO A FORK, TAKE LEFT FORK FOLLOWING
 ES0972'FOREST TRAIL 300 FOR 12 MILES TO A HISTORICAL MARKER ON THE LEFT,
 ES0972'CONTINUE ALONG TRAIL FOR 1.05 MILES TO A FORK AT FOREST TRAIL 95.
 ES0972'TAKE RIGHT FORK AND CONTINUE ALONG TRAIL 300 FOR 1.1 MILES TO A CATTLE
 ES0972'GUARD, CONTINUE 0.3 MILES TO A PRIMITIVE TRAIL ON LEFT, CONTINUE 0.9
 ES0972'MILE TO TRAIL 139 ON LEFT.  TRAVEL AHEAD ON TRAIL 300 FOR 0.25 MILE TO
 ES0972'END OF TRUCK TRAVEL.  PACK SOUTHWESTERLY ALONG THE RIM TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0924 ***********************************************************************
 ES0924  DESIGNATION -  MOGOL
 ES0924  PID         -  ES0924
 ES0924  STATE/COUNTY-  AZ/NAVAJO
 ES0924  USGS QUAD   -  HEBER (1990)
 ES0924
 ES0924                         *CURRENT SURVEY CONTROL
 ES0924  ___________________________________________________________________
 ES0924* NAD 83(1992)-  34 25 45.59867(N)    110 33 02.05044(W)     ADJUSTED  
 ES0924* NAVD 88     -      1997.7    (meters)    6554.     (feet)  VERTCON   
 ES0924  ___________________________________________________________________
 ES0924  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 ES0924  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0924  HORZ ORDER  -  SECOND
 ES0924
 ES0924.The horizontal coordinates were established by classical geodetic methods
 ES0924.and adjusted by the National Geodetic Survey in August 1993.
 ES0924
 ES0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0924
 ES0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0924
 ES0924.The geoid height was determined by GEOID03.
 ES0924
 ES0924;                    North         East     Units Scale Factor Converg.
 ES0924;SPC AZ E     -   380,340.226   178,076.074   MT  0.99991534   -0 13 01.4
 ES0924;SPC AZ E     - 1,247,835.39    584,239.09   iFT  0.99991534   -0 13 01.4
 ES0924;UTM  12      - 3,809,852.802   541,294.110   MT  0.99962102   +0 15 14.8
 ES0924
 ES0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0924!SPC AZ E     -   0.99969024  x   0.99991534  =   0.99960561
 ES0924!UTM  12      -   0.99969024  x   0.99962102  =   0.99931138
 ES0924
 ES0924:                Primary Azimuth Mark                     Grid Az
 ES0924:SPC AZ E     -  LON                                      074 53 49.9
 ES0924:UTM  12      -  LON                                      074 25 33.7
 ES0924
 ES0924|---------------------------------------------------------------------|
 ES0924| PID    Reference Object                     Distance      Geod. Az  |
 ES0924|                                                           dddmmss.s |
 ES0924| ES0920 LON                                 APPROX. 0.6 KM 0744048.5 |
 ES0924|---------------------------------------------------------------------|
 ES0924
 ES0924                          SUPERSEDED SURVEY CONTROL
 ES0924
 ES0924  NAD 83(1986)-  34 25 45.59202(N)    110 33 02.05458(W) AD(       ) 2
 ES0924  NGVD 29 (08/03/87) 1996.8    (m)         6551.     (f) VERT ANG    3  
 ES0924
 ES0924.Superseded values are not recommended for survey control.
 ES0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0924.See file dsdata.txt to determine how the superseded data were derived.
 ES0924
 ES0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4129409853(NAD 83)
 ES0924_MARKER: DS = TRIANGULATION STATION DISK
 ES0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0924+STABILITY: SURFACE MOTION
 ES0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0924+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 ES0924
 ES0924  HISTORY     - Date     Condition        Report By
 ES0924  HISTORY     - 1984     MONUMENTED       AZDT
 ES0924  HISTORY     - 19971011 GOOD             USPSQD
 ES0924  HISTORY     - 20050827 GOOD             EVANS
 ES0924
 ES0924                          STATION DESCRIPTION
 ES0924
 ES0924'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0924'THE STATION IS LOCATED 2-1/2 MILES EAST OF HEBER ALONG THE WEST SIDE
 ES0924'OF STATE ROUTE 277.
 ES0924'
 ES0924'THE STATION MARK IS AN AZDT DISK STAMPED---MOGOL 1984---.  IT IS SET
 ES0924'IN TOP OF A 10 INCH CONCRETE MONUMENT 36 FEET NORTHWEST OF THE CENTER
 ES0924'LINE OF THE HIGHWAY AND 3 FEET SOUTHEAST OF THE WITNESS POST.
 ES0924'
 ES0924'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0924'AND STATE ROUTE 260 TRAVEL EAST ALONG SR 260 FOR 1.8 MILES TO THE
 ES0924'JUNCTION OF STATE ROUTE 277.  TURN LEFT AND TRAVEL NORTHEAST ALONG
 ES0924'SR 277 FOR 1.5 MILES TO MILE POST 307.3 AND THE STATION ON THE LEFT.
 ES0924
 ES0924                          STATION RECOVERY (1997)
 ES0924
 ES0924'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0924'RECOVERED IN GOOD CONDITION.
 ES0924
 ES0924                          STATION RECOVERY (2005)
 ES0924
 ES0924'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0947 ***********************************************************************
 FR0947  DESIGNATION -  MOH YAV
 FR0947  PID         -  FR0947
 FR0947  STATE/COUNTY-  AZ/MOHAVE
 FR0947  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0947
 FR0947                         *CURRENT SURVEY CONTROL
 FR0947  ___________________________________________________________________
 FR0947* NAD 83(1992)-  35 11 18.26079(N)    113 19 58.43796(W)     ADJUSTED  
 FR0947* NAVD 88     -      1592.1    (meters)    5223.     (feet)  VERTCON   
 FR0947  ___________________________________________________________________
 FR0947  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 FR0947  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FR0947  HORZ ORDER  -  SECOND
 FR0947
 FR0947.The horizontal coordinates were established by classical geodetic methods
 FR0947.and adjusted by the National Geodetic Survey in August 1993.
 FR0947
 FR0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0947
 FR0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0947
 FR0947.The geoid height was determined by GEOID03.
 FR0947
 FR0947;                    North         East     Units Scale Factor Converg.
 FR0947;SPC AZ W     -   464,569.460   251,346.446   MT  0.99995111   +0 14 25.3
 FR0947;SPC AZ W     - 1,524,178.02    824,627.45   iFT  0.99995111   +0 14 25.3
 FR0947;SPC AZ C     -   465,393.009    84,380.191   MT  1.00010496   -0 48 58.5
 FR0947;SPC AZ C     - 1,526,879.95    276,837.90   iFT  1.00010496   -0 48 58.5
 FR0947;UTM  12      - 3,896,429.671   287,588.293   MT  1.00015608   -1 20 41.6
 FR0947
 FR0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0947!SPC AZ W     -   0.99975433  x   0.99995111  =   0.99970545
 FR0947!SPC AZ C     -   0.99975433  x   1.00010496  =   0.99985926
 FR0947!UTM  12      -   0.99975433  x   1.00015608  =   0.99991037
 FR0947
 FR0947|---------------------------------------------------------------------|
 FR0947| PID    Reference Object                     Distance      Geod. Az  |
 FR0947|                                                           dddmmss.s |
 FR0947| CH3704 MOH YAV RM 1                          6.260 METERS 09609     |
 FR0947| CH3705 MOH YAV RM 2                         10.635 METERS 17803     |
 FR0947| CH3703 MOH YAV AZ MK                                      3595846.3 |
 FR0947|---------------------------------------------------------------------|
 FR0947
 FR0947                          SUPERSEDED SURVEY CONTROL
 FR0947
 FR0947  NAD 83(1986)-  35 11 18.26058(N)    113 19 58.44112(W) AD(       ) 2
 FR0947  NAD 27      -  35 11 18.23450(N)    113 19 55.70240(W) AD(       ) 2
 FR0947  NGVD 29 (07/19/86) 1591.2    (m)         5220.     (f) VERT ANG    3  
 FR0947
 FR0947.Superseded values are not recommended for survey control.
 FR0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0947.See file dsdata.txt to determine how the superseded data were derived.
 FR0947
 FR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8758896430(NAD 83)
 FR0947_MARKER: DE = TRAVERSE STATION DISK
 FR0947_SETTING: 66 = SET IN ROCK OUTCROP
 FR0947
 FR0947  HISTORY     - Date     Condition        Report By
 FR0947  HISTORY     - 1962     MONUMENTED       CGS
 FR0947
 FR0947                          STATION DESCRIPTION
 FR0947
 FR0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0947'STATION IS LOCATED ABOUT 26 MILES SOUTHWEST OF SELIGMAN,
 FR0947'ABOUT 3/4 MILE WEST OF THE SELIGMAN-KINGMAN GRADED ROAD AND
 FR0947'ON THE MOHAVE-YAVAPAI COUNTY LINE WHICH IS ABOUT 1/2 MILE
 FR0947'SOUTH OF THE SOUTH ONE OF THREE PIPELINES.
 FR0947'
 FR0947'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FR0947'HIGHWAY 93 IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEAST
 FR0947'ON STATE HIGHWAY 93 FOR 23 MILES TO MILE POST 95, CONTINUE
 FR0947'SOUTHEAST ON STATE HIGHWAY 93 FOR 1.5 MILES TO FORK, KEEP
 FR0947'LEFT, STRAIGHT AHEAD FOR 0.2 MILE TO CROSSROAD AND SIGN
 FR0947'HACKBERRY, TURN LEFT AND FOLLOW MAIN ROAD NORTHERLY FOR
 FR0947'4.8 MILES TO A SIDE ROAD RIGHT AND SIGNS SILVER SPRINGS
 FR0947'SUBDIVISION, MILLER RANCH 17 MILES, TURN RIGHT AND GO EASTERLY
 FR0947'FOLLOWING MAIN TRAVELED ROAD FOR 17 MILES TO MILLERS
 FR0947'RANCH, FROM MILLERS RANCH HOUSE GO SOUTH AND EAST ON MAIN
 FR0947'TRAVELED ROAD THROUGH TWO GATES FOR 3.8 MILES TO RANCH
 FR0947'HOUSE AND CORRALS ON RIGHT, CONTINUE ON MAIN ROAD FOR 0.5
 FR0947'MILE TO A GATE, PASS THROUGH GATE AND FOLLOW MAIN ROAD
 FR0947'1.1 MILES TO A PIPELINE, TURN RIGHT, WEST, AND FOLLOW
 FR0947'PIPELINE ROAD FOR 0.85 MILE TO WHERE ANOTHER PIPELINE
 FR0947'CROSSES, TURN SHARP LEFT AND GO SOUTHEAST ON PIPELINE FOR
 FR0947'0.15 MILE TO A CLEARED LINE TO SOUTH MARKING THE COUNTY
 FR0947'LINE, THIS IS END OF TRUCK TRAVEL, (AZIMUTH MARK IS ABOUT 100
 FR0947'FEET SOUTH OF PIPELINE AT END OF TRUCK TRAVEL), FROM HERE PACK
 FR0947'SOUTH ALONG CLEARED LINE FOR ABOUT 0.5 MILE TO TOP OF A SMALL
 FR0947'OVAL RIDGE AND STATION.
 FR0947'
 FR0947'STATION MARK, A STANDARD TRAVERSE DISK STAMPED MOH-YAV 1961,
 FR0947'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE MARK IS
 FR0947'31 FEET NORTH OF A TRIANGLE BLAZED TREE, 28 FEET SOUTH OF A
 FR0947'TRIANGLE BLAZED TREE AND 6 FEET NORTH-NORTHWEST OF THE WITNESS
 FR0947'POST.
 FR0947'
 FR0947'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED MOH-YAV
 FR0947'NO 1 1961, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FR0947'THE MARK IS 37 FEET NORTHEAST OF A TRIANGLE BLAZED TREE,
 FR0947'34 FEET SOUTH-SOUTHEAST OF A TRIANGLE BLAZED TREE AND 17
 FR0947'FEET EAST OF THE WITNESS POST.
 FR0947'
 FR0947'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED MOH-YAV
 FR0947'NO 2 1961, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FR0947'PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 FR0947'MARK IS 30.2 FEET SOUTH OF THE WITNESS POST AND 4.9 FEET
 FR0947'SOUTHEAST OF A TRIANGLE BLAZED TREE.
 FR0947'
 FR0947'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED MOH-YAV 1961,
 FR0947'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FORMATION
 FR0947'WHICH MEASURES 14 BY 14 INCHES.  THE MARK IS 107 FEET NORTH
 FR0947'OF A PIPELINE, 105 FEET SOUTH OF A PIPELINE AND 2.5 FEET
 FR0947'NORTH-NORTHEAST OF THE WITNESS POST.
 FR0947'
 FR0947'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1425 ***********************************************************************
 DA1425  DESIGNATION -  MOHAWK
 DA1425  PID         -  DA1425
 DA1425  STATE/COUNTY-  AZ/YUMA
 DA1425  USGS QUAD   -  MOHAWK MTS SW (1965)
 DA1425
 DA1425                         *CURRENT SURVEY CONTROL
 DA1425  ___________________________________________________________________
 DA1425* NAD 83(1992)-  32 35 22.41884(N)    113 38 52.10245(W)     ADJUSTED  
 DA1425* NAVD 88     -       843.4    (meters)    2767.     (feet)  VERTCON   
 DA1425  ___________________________________________________________________
 DA1425  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DA1425  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA1425  HORZ ORDER  -  FIRST
 DA1425
 DA1425.The horizontal coordinates were established by classical geodetic methods
 DA1425.and adjusted by the National Geodetic Survey in August 1993.
 DA1425
 DA1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1425
 DA1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1425
 DA1425.The geoid height was determined by GEOID03.
 DA1425
 DA1425;                    North         East     Units Scale Factor Converg.
 DA1425;SPC AZ W     -   176,248.535   222,953.672   MT  0.99993447   +0 03 18.2
 DA1425;SPC AZ W     -   578,243.23    731,475.30   iFT  0.99993447   +0 03 18.2
 DA1425;UTM  12      - 3,608,881.462   251,476.680   MT  1.00036168   -1 25 36.8
 DA1425
 DA1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1425!SPC AZ W     -   0.99987271  x   0.99993447  =   0.99980719
 DA1425!UTM  12      -   0.99987271  x   1.00036168  =   1.00023434
 DA1425
 DA1425|---------------------------------------------------------------------|
 DA1425| PID    Reference Object                     Distance      Geod. Az  |
 DA1425|                                                           dddmmss.s |
 DA1425| CH3706 MOHAWK RM                            13.310 METERS 00628     |
 DA1425| CH3707 MOHAWK RM 1                          17.577 METERS 23034     |
 DA1425| DA1130 M 351                               APPROX. 9.6 KM 2634448.5 |
 DA1425| CH3708 MOHAWK RM 2                          26.077 METERS 32532     |
 DA1425|---------------------------------------------------------------------|
 DA1425
 DA1425                          SUPERSEDED SURVEY CONTROL
 DA1425
 DA1425  NAD 83(1986)-  32 35 22.41576(N)    113 38 52.11046(W) AD(       ) 1
 DA1425  NAD 27      -  32 35 22.23000(N)    113 38 49.40300(W) AD(       ) 1
 DA1425  NGVD 29 (07/19/86)  842.7    (m)         2765.     (f) VERT ANG    3  
 DA1425
 DA1425.Superseded values are not recommended for survey control.
 DA1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1425.See file dsdata.txt to determine how the superseded data were derived.
 DA1425
 DA1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5147708881(NAD 83)
 DA1425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1425_SETTING: 66 = SET IN ROCK OUTCROP
 DA1425_SP_SET: PARTIALLY EXPOSED BEDROCK
 DA1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1425
 DA1425  HISTORY     - Date     Condition        Report By
 DA1425  HISTORY     - 1910     MONUMENTED       CGS
 DA1425  HISTORY     - 1934     GOOD             CGS
 DA1425  HISTORY     - 1962     GOOD             AMS
 DA1425  HISTORY     - 1964     GOOD             USGS
 DA1425  HISTORY     - 1972     GOOD             AZHD
 DA1425
 DA1425                          STATION DESCRIPTION
 DA1425
 DA1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DA1425'STATION IS ON THE HIGHEST AND MOST SOUTHERN PEAK OF THE MOHAWK
 DA1425'MOUNTAINS, 11 MILES S, 1 DEG W (TRUE) FROM STOVAL (FROM WHICH
 DA1425'PLACE PEAK IS VISIBLE) AND ABOUT 16 MILES BY ROAD FROM MOHAWK.
 DA1425'
 DA1425'STATION IS A STANDARD BRONZE DISK SET IN BEDROCK.
 DA1425'
 DA1425'REFERENCE MARK IS CROSS CUT IN ROCK NEAR EDGE OF BLUFF 13.31
 DA1425'METERS (43.7 FEET) FROM STATION N 06 DEG 28 MIN E.
 DA1425'IN 1934 TWO STANDARD REFERENCE DISKS WEDGED IN DRILL HOLES
 DA1425'IN OUTCROPPING BEDROCK, WERE ESTABLISHED.
 DA1425'
 DA1425'REFERENCE MARK NO. 1 IS 17.577 METERS (57.67 FEET) FROM STATION
 DA1425'S 50 DEG 34 MIN W.
 DA1425'
 DA1425'REFERENCE MARK NO. 2 IS 26.077 METERS (85.55 FEET) FROM STATION
 DA1425'N 34 DEG 28 MIN W.
 DA1425'
 DA1425'TO REACH FROM MOHAWK, GO E 7.0 MILES ON U.S. ROUTE 80 TO
 DA1425'ROAD CROSSING RAILROAD TRACKS ON RIGHT (0.2 MILE W OF STOVAL
 DA1425'RAILROAD STATION), GO S FROM RAILROAD TRACKS 0.7 MILE ON
 DA1425'MAIN-TRAVELED ROAD, KEEP TO LEFT AND GO 1.3 MILES PASSING AN
 DA1425'OLD WATER HOLE, CONTINUE 1.8 MILES AND PASS ANOTHER WATER HOLE,
 DA1425'CONTINUE 2.2 MILES, TAKE LEFT FORK AND GO 1.8 MILES, TURN
 DA1425'RIGHT OFF ROAD AND GO W ABOUT 3.0 MILES KEEPING WELL TO LEFT
 DA1425'OF TREES ALONG WASH AND HEADING TOWARD LONG SADDLE TO RIGHT
 DA1425'OF PEAK, AT END OF 3 MILES BEAR RIGHT TO WASH AND FOLLOW LEFT
 DA1425'SIDE OF WASH TO TWO OLD ROADS 0.1 MILE APART, AFTER CROSSING
 DA1425'SECOND ROAD CONTINUE TO TRACKS LEADING W, FOLLOW TRACKS 3.9
 DA1425'MILES TOWARD PEAK TO END OF TRUCK TRAVEL, FOLLOW WASH
 DA1425'LEADING TO DEEP SADDLE S OF PEAK, GO RIGHT ALONG RIDGE
 DA1425'(KEEPING TO LEFT SIDE AND BELOW RIM ROCK) TO SECOND
 DA1425'SADDLE, AND PROCEED TO LEFT TO TOP AND STATION SITE.
 DA1425
 DA1425                          STATION RECOVERY (1962)
 DA1425
 DA1425'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1425'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.
 DA1425
 DA1425                          STATION RECOVERY (1964)
 DA1425
 DA1425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1425'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.  RMS AGREE
 DA1425'WITH NGS.
 DA1425
 DA1425                          STATION RECOVERY (1972)
 DA1425
 DA1425'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (RG)
 DA1425'GENERAL LOCATION EASTERN YUMA COUNTY, SOUTH OF I-8 ON
 DA1425'HIGHEST PEAK OF MOHAWK MNTS.
 DA1425'
 DA1425'STATION REACHED BY HELICOPTER.
 DA1425'
 DA1425'STATION MARK STD U.S.C. AND GS BRASS CAP SET IN BEDROCK
 DA1425'STAMPED MOHAWK 1910.
 DA1425'
 DA1425'REFERENCE MARKS AS DESCRIBED.
 DA1425'
 DA1425'AZIMUTH MARK NONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0368 ***********************************************************************
 GQ0368  DESIGNATION -  MOHAWK RIM
 GQ0368  PID         -  GQ0368
 GQ0368  STATE/COUNTY-  AZ/COCONINO
 GQ0368  USGS QUAD   -  VULCANS THRONE (1967)
 GQ0368
 GQ0368                         *CURRENT SURVEY CONTROL
 GQ0368  ___________________________________________________________________
 GQ0368* NAD 83(1992)-  36 08 09.62343(N)    113 00 35.15791(W)     ADJUSTED  
 GQ0368* NAVD 88     -      1970.4    (meters)    6465.     (feet)  VERTCON   
 GQ0368  ___________________________________________________________________
 GQ0368  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GQ0368  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 GQ0368  HORZ ORDER  -  SECOND
 GQ0368
 GQ0368.The horizontal coordinates were established by classical geodetic methods
 GQ0368.and adjusted by the National Geodetic Survey in August 1993.
 GQ0368
 GQ0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0368
 GQ0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0368
 GQ0368.The geoid height was determined by GEOID03.
 GQ0368
 GQ0368;                    North         East     Units Scale Factor Converg.
 GQ0368;SPC AZ C     -   570,156.151   114,979.638   MT  1.00001922   -0 38 40.8
 GQ0368;SPC AZ C     - 1,870,591.05    377,229.78   iFT  1.00001922   -0 38 40.8
 GQ0368;UTM  12      - 4,000,904.476   319,164.701   MT  1.00000294   -1 11 07.8
 GQ0368
 GQ0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0368!SPC AZ C     -   0.99969461  x   1.00001922  =   0.99971382
 GQ0368!UTM  12      -   0.99969461  x   1.00000294  =   0.99969755
 GQ0368
 GQ0368|---------------------------------------------------------------------|
 GQ0368| PID    Reference Object                     Distance      Geod. Az  |
 GQ0368|                                                           dddmmss.s |
 GQ0368| CH3710 MOHAWK RIM RM 1                       6.251 METERS 01641     |
 GQ0368| CH3711 MOHAWK RIM RM 2                       5.978 METERS 14349     |
 GQ0368| CH3709 MOHAWK RIM AZ MK                                   1602935.0 |
 GQ0368|---------------------------------------------------------------------|
 GQ0368
 GQ0368                          SUPERSEDED SURVEY CONTROL
 GQ0368
 GQ0368  NAD 83(1986)-  36 08 09.61506(N)    113 00 35.15459(W) AD(       ) 2
 GQ0368  NAD 27      -  36 08 09.68200(N)    113 00 32.41700(W) AD(       ) 2
 GQ0368  NGVD 29 (05/08/89) 1969.5    (m)         6462.     (f) VERT ANG    3  
 GQ0368
 GQ0368.Superseded values are not recommended for survey control.
 GQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0368.See file dsdata.txt to determine how the superseded data were derived.
 GQ0368
 GQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1916500904(NAD 83)
 GQ0368_MARKER: DS = TRIANGULATION STATION DISK
 GQ0368_SETTING: 80 = SET IN A BOULDER
 GQ0368_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0368
 GQ0368  HISTORY     - Date     Condition        Report By
 GQ0368  HISTORY     - 1936     MONUMENTED       CGS
 GQ0368  HISTORY     - 1952     GOOD             CGS
 GQ0368  HISTORY     - 1956     GOOD             USGS
 GQ0368
 GQ0368                          STATION DESCRIPTION
 GQ0368
 GQ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0368'THIS STATION IS LOCATED ON A HIGH POINT ON THE WEST RIM OF
 GQ0368'MOHAWK CANYON, ABOUT 1 MILE SOUTH OF WHERE IT JOINS THE GRAND
 GQ0368'CANYON.  THERE IS ANOTHER CANYON COMING IN FROM THE NORTH RIM
 GQ0368'OF THE CANYON.  AN UNUSUAL ROCK FORMATION IN THE GRAND CANYON,
 GQ0368'APPEARING TO BE ABOUT THE SIZE AND SHAPE OF A TALL OFFICE
 GQ0368'BUILDING, BEARS 15-1/2 DEGREES MAGNETIC.  THE STATION IS ABOUT
 GQ0368'100 PACES FROM AND BEARS 64 DEGREES MAGNETIC FROM A TALL PINE
 GQ0368'TREE WITH A WHITE FLAG IN THE TOP.
 GQ0368'
 GQ0368'TO REACH THE STATION FROM PEACH SPRINGS, GO EAST ON U.S. HIGHWAY
 GQ0368'66 FOR 13.8 MILES TO HYDE PARK GASOLINE STATION AND STORE ON
 GQ0368'THE LEFT.  CONTINUE EAST FOR 3.8 MILES TO AN OLD GRADED ROAD
 GQ0368'TO THE LEFT THROUGH A WIRE GATE.  TURN LEFT OFF U.S. HIGHWAY 66
 GQ0368'AND FOLLOW THE GRADED ROAD NORTH UP THE VALLEY FOR 14.9 MILES
 GQ0368'TO A GATE IN THE HUALPAI RESERVATION FENCE, PASS THROUGH GATE
 GQ0368'AND CONTINUE NORTH FOR 0.7 MILE TO TWO BRIGHT ROADS LEADING OFF
 GQ0368'TO THE RIGHT.  TAKE THE EXTREME RIGHT (MOST SOUTHERLY) ROAD
 GQ0368'AND FOLLOW THE MAIN TRAVEL NORTH FOR 7.0 MILES TO THE HOUSE AT
 GQ0368'THE FRAZIER WELL.  FROM THE HOUSE, GO EAST ALONG THE SOUTH
 GQ0368'SIDE OF THE CORRAL FENCE FOR 0.1 MILE TO A GATE TO THE LEFT.
 GQ0368'TURN LEFT THROUGH THIS GATE AND FOLLOW THE MAIN-TRAVELED ROAD
 GQ0368'NORTH PAST THE WELL, PUMP, AND THROUGH THE CORRALS FOR 1.1
 GQ0368'MILES TO AN INTERSECTION WITH A ROAD COMING IN FROM THE
 GQ0368'LEFT AT A WASH.  CONTINUE NORTH ON MAIN ROAD FOR 0.8 MILE
 GQ0368'TO A FORKS ABOUT 100 YARDS SOUTH OF A GATE.  KEEP STRAIGHT
 GQ0368'AHEAD THROUGH THE GATE AND GO 2.8 MILES TO A T-ROAD TO THE
 GQ0368'RIGHT IN A NARROW VALLEY.  TURN RIGHT ON THIS ROAD AND FOLLOW
 GQ0368'IT NORTHEAST ACROSS THE RIDGE FOR 4.2 MILES TO AN INTERSECTION
 GQ0368'WITH A DIM ROAD COMING IN FROM THE RIGHT AT A FENCE.  TURN
 GQ0368'LEFT AND GO 0.4 MILE ALONG THE FENCE LINE TO A T-ROAD TO THE
 GQ0368'RIGHT THROUGH A GATE (THE ROAD TO THE RIGHT LEADS TO
 GQ0368'NATIONAL TANK).  KEEP TO THE LEFT AND FOLLOW A TRACK ROAD
 GQ0368'ALONG THE EAST SIDE OF LAGUNA LAKE (DRY NOW) FOR 1.5 MILES TO
 GQ0368'TWO OPEN GATES IN A SMALL CORRAL AT THE NORTH END OF THE LAKE.
 GQ0368'PASS THROUGH BOTH GATES AND FOLLOW NORTH FOR 5.0 MILES TO A
 GQ0368'FORKS AT A TRIPLE-BLAZED CEDAR TREE.  TAKE THE RIGHT FORK AND
 GQ0368'GO NORTH 1.7 MILES TO AN OPEN GATE ON THE WEST SIDE OF A NEW
 GQ0368'TANK.  PASS THROUGH GATE AND CONTINUE NORTH FOR 0.9 MILE TO AN
 GQ0368'OPENING IN A DRIFT FENCE.  PASS THROUGH THIS OPENING AND
 GQ0368'CONTINUE FOR 0.2 MILE TO A FORKS AT THE CAUFMAN LOG CABIN ON THE
 GQ0368'RIGHT AND A TANK ON THE LEFT.  HERE, TAKE THE LEFT FORK WHICH
 GQ0368'PASSES CLOSE TO THE NORTHEAST CORNER OF THE TANK FENCE AND GO
 GQ0368'ACROSS SAGE FLAT FOR 0.3 MILE TO AN OLD GATE IN A DRIFT FENCE.
 GQ0368'PASS THROUGH GATE AND CONTINUE NORTH FOR 0.3 MILE TO A GENERAL
 GQ0368'LAND OFFICE 1/4 POST ON THE LEFT (BETWEEN SECTIONS 36 AND
 GQ0368'31).  CONTINUE FOR 3.2 MILES TO A TANK, PASS AROUND THE SOUTH
 GQ0368'FENCE OF THE TANK, TURN LEFT, AND PICK UP A DIM TRAIL TO THE
 GQ0368'NORTHEAST AT A BLAZE ON A PINE TREE TO THE RIGHT, AND GO 0.6
 GQ0368'MILE (FROM TANK) TO A SAGE BRUSH VALLEY.  CROSS THE VALLEY AND
 GQ0368'FOLLOW A DIM TRAIL NORTHEASTERLY THROUGH THE CEDAR BRUSH FOR
 GQ0368'3.8 MILES TO A TRIPLE-BLAZED TREE AT A POINT WHERE THE
 GQ0368'TRAIL COMES OUT TO THE EDGE OF A HIGH RIM.  (AT THIS POINT
 GQ0368'U.S. GEOLOGICAL SURVEY STATION CAUFMAN TARGET CAN BE SEEN
 GQ0368'ABOUT 2 MILES DISTANT, BEARING 342 DEGREES MAGNETIC).  CONTINUE
 GQ0368'FOR 1.1 MILES TO A SAGE BRUSH FLAT, CROSS THE FLAT TO THE
 GQ0368'NORTH, CLIMB THE HILL AT THREE BLAZES ON A PINE AND
 GQ0368'FOLLOW A BLAZED TRUCK TRAIL THROUGH CEDAR AND PINE BRUSH FOR
 GQ0368'1.4 MILES TO DEAD PINE TREE WITH THREE BLAZES AT AN
 GQ0368'OPENING INTO A SAGE BRUSH FLAT.  FOLLOW ALONG THE NORTH
 GQ0368'SIDE OF THE SAGE FLAT, N 10 DEG E, FOR 0.4
 GQ0368'MILE TO A BLAZED 24-INCH CEDAR, CONTINUE ALONG SAGE FLAT
 GQ0368'N 10 DEG E FOR 0.2 MILE TO A BLAZED
 GQ0368'PINE TREE.  CONTINUE FOLLOWING TRUCK TRACKS EASTERLY FOR 0.7
 GQ0368'MILE ACROSS THE SAGE FLAT TO A SMALL STRIPPED PINE WITH THREE
 GQ0368'BLAZES AT THE EDGE OF A TIMBERED HILL.  FROM HERE, FOLLOW THE
 GQ0368'BLAZED TRUCK TRAIL FOR 0.6 MILE TO THE HIGHEST POINT AND A
 GQ0368'TALL PINE TREE WITH STRIPPED TOP AND SMALL WHITE FLAG IN THE
 GQ0368'TOP.  CONTINUE FOR 100 PACES TO THE RIM OF THE CANYON AND
 GQ0368'STATION SITE.
 GQ0368'
 GQ0368'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 GQ0368'
 GQ0368'REFERENCE MARKS NO. 1 AND NO. 2 SET INTO A DRILL HOLE IN A BOULDER.
 GQ0368'
 GQ0368'THE AZIMUTH MARK IS SET IN A LARGE FLAT SLAB OF ROCK, 12 FEET
 GQ0368'WEST OF THE EDGE OF THE CLIFF OF MOHAWK CANYON, APPROXIMATELY
 GQ0368'0.4 MILE SOUTHEAST OF THE STATION AND ABOUT 50 YARDS EAST OF
 GQ0368'THE SECOND CANYON SOUTH OF THE STATION, SET INTO A DRILL HOLE IN
 GQ0368'ROCK OUTCROP.
 GQ0368
 GQ0368                          STATION RECOVERY (1952)
 GQ0368
 GQ0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0368'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0368'AS ORIGINALLY DESCRIBED.
 GQ0368'
 GQ0368'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL, BY
 GQ0368'TAKING THE RIGHT FORK TO THE NE AND GOING ON A GRAVELED ROAD
 GQ0368'FOR 3.2 MI. TO A STOCK GUARD, CONTINUE AHEAD NE ON THE MAIN
 GQ0368'ROAD FOR 0.9 MI. TO A GRADED DIRT ROAD TO THE LEFT, TURN LEFT
 GQ0368'AND FOLLOW THIS GRADED AND BLADED ROAD N FOR 6.0 MI. TO THE
 GQ0368'NW CORNER OF THE FENCE AROUND LAGUNA LAKE, CONTINUE AHEAD
 GQ0368'STILL ON THE GRADED ROAD FOR 5.0 MI. TO A LARGE EARTH RESERVOIR
 GQ0368'ON THE RIGHT LAGUNA TANK, CONTINUE AHEAD ON THE BLADED ROAD TO
 GQ0368'THE N FOR 2.4 MI. TO AN EARTH RESERVOIR ON THE LEFT AND AN
 GQ0368'OLD ABANDONED LOG CABIN ON THE RIGHT.  THIS IS TOWNSHIP
 GQ0368'CORNER TANK.  FROM THE E SIDE OF THE FENCE AROUND THE EARTH DAM,
 GQ0368'FOLLOW THE TRACK ROAD TO THE N THROUGH THE SAGEBRUSH AND
 GQ0368'THEN THE TIMBER FOR 0.6 MI. TO A GENERAL LAND OFFICE 1/4
 GQ0368'MILEPOST ON THE LEFT (BETWEEN SECTIONS 36 AND 31).  FROM
 GQ0368'HERE THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 GQ0368
 GQ0368                          STATION RECOVERY (1956)
 GQ0368
 GQ0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0368'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2239 ***********************************************************************
 DI2239  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2239  DESIGNATION -  MOHAWKVALLAZ2006 CORS ARP
 DI2239  CORS_ID     -  P003
 DI2239  PID         -  DI2239
 DI2239  STATE/COUNTY-  AZ/YUMA
 DI2239  USGS QUAD   -  WELLTON MESA (1982)
 DI2239
 DI2239                         *CURRENT SURVEY CONTROL
 DI2239  ___________________________________________________________________
 DI2239* NAD 83(CORS)-  32 43 21.14608(N)    114 00 17.78105(W)     ADJUSTED  
 DI2239* NAVD 88     -              **(meters)            **(feet)            
 DI2239  ___________________________________________________________________
 DI2239  EPOCH DATE  -        2002.00
 DI2239  X           -  -2,185,092.869 (meters)                     COMP
 DI2239  Y           -  -4,906,660.547 (meters)                     COMP
 DI2239  Z           -   3,428,139.610 (meters)                     COMP
 DI2239  ELLIP HEIGHT-          51.820 (meters)          (11/??/06) ADJUSTED
 DI2239  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DI2239  HORZ ORDER  -  SPECIAL (CORS)
 DI2239  ELLP ORDER  -  SPECIAL (CORS)
 DI2239
 DI2239.ITRF positions are available for this station.
 DI2239.The coordinates were established by GPS observations
 DI2239.and adjusted by the National Geodetic Survey in November 2006.
 DI2239.The coordinates are valid at the epoch date displayed above.
 DI2239.The epoch date for horizontal control is a decimal equivalence
 DI2239.of Year/Month/Day.
 DI2239
 DI2239
 DI2239.The PID for the CORS L1 Phase Center is DI2240.
 DI2239
 DI2239.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2239
 DI2239.The ellipsoidal height was determined by GPS observations
 DI2239.and is referenced to NAD 83.
 DI2239
 DI2239.The geoid height was determined by GEOID03.
 DI2239
 DI2239;                    North         East     Units Scale Factor Converg.
 DI2239;SPC AZ W     -   191,018.924   189,462.383   MT  0.99994037   -0 08 16.1
 DI2239;SPC AZ W     -   626,702.51    621,595.74   iFT  0.99994037   -0 08 16.1
 DI2239
 DI2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2239!SPC AZ W     -   0.99999186  x   0.99994037  =   0.99993223
 DI2239
 DI2239                          SUPERSEDED SURVEY CONTROL
 DI2239
 DI2239.No superseded survey control is available for this station.
 DI2239
 DI2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8071224497(NAD 83)
 DI2239_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI2239
 DI2239                          STATION DESCRIPTION
 DI2239
 DI2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI2239'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI2239'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI2239'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI2239'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI2239'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2240 ***********************************************************************
 DI2240  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2240  DESIGNATION -  MOHAWKVALLAZ2006 CORS L1 PHASE CENTER
 DI2240  CORS_ID     -  P003
 DI2240  PID         -  DI2240
 DI2240  STATE/COUNTY-  AZ/YUMA
 DI2240  USGS QUAD   -  WELLTON MESA (1982)
 DI2240
 DI2240                         *CURRENT SURVEY CONTROL
 DI2240  ___________________________________________________________________
 DI2240* NAD 83(CORS)-  32 43 21.14611(N)    114 00 17.78102(W)     ADJUSTED  
 DI2240* NAVD 88     -              **(meters)            **(feet)            
 DI2240  ___________________________________________________________________
 DI2240  EPOCH DATE  -        2002.00
 DI2240  X           -  -2,185,092.905 (meters)                     COMP
 DI2240  Y           -  -4,906,660.629 (meters)                     COMP
 DI2240  Z           -   3,428,139.668 (meters)                     COMP
 DI2240  ELLIP HEIGHT-          51.927 (meters)          (11/??/06) ADJUSTED
 DI2240  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DI2240  HORZ ORDER  -  SPECIAL (CORS)
 DI2240  ELLP ORDER  -  SPECIAL (CORS)
 DI2240
 DI2240.ITRF positions are available for this station.
 DI2240.The coordinates were established by GPS observations
 DI2240.and adjusted by the National Geodetic Survey in November 2006.
 DI2240.The coordinates are valid at the epoch date displayed above.
 DI2240.The epoch date for horizontal control is a decimal equivalence
 DI2240.of Year/Month/Day.
 DI2240
 DI2240
 DI2240.The PID for the CORS ARP is DI2239.
 DI2240
 DI2240.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2240
 DI2240.The ellipsoidal height was determined by GPS observations
 DI2240.and is referenced to NAD 83.
 DI2240
 DI2240.The geoid height was determined by GEOID03.
 DI2240
 DI2240;                    North         East     Units Scale Factor Converg.
 DI2240;SPC AZ W     -   191,018.925   189,462.384   MT  0.99994037   -0 08 16.1
 DI2240;SPC AZ W     -   626,702.51    621,595.75   iFT  0.99994037   -0 08 16.1
 DI2240
 DI2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2240!SPC AZ W     -   0.99999185  x   0.99994037  =   0.99993222
 DI2240
 DI2240                          SUPERSEDED SURVEY CONTROL
 DI2240
 DI2240.No superseded survey control is available for this station.
 DI2240
 DI2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8071224497(NAD 83)
 DI2240_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI2240
 DI2240                          STATION DESCRIPTION
 DI2240
 DI2240'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI2240'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI2240'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI2240'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI2240'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI2240'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2241 ***********************************************************************
 DI2241  DESIGNATION -  MOHAWKVALLAZ2006 GRP
 DI2241  PID         -  DI2241
 DI2241  STATE/COUNTY-  AZ/YUMA
 DI2241  USGS QUAD   -  WELLTON MESA (1982)
 DI2241
 DI2241                         *CURRENT SURVEY CONTROL
 DI2241  ___________________________________________________________________
 DI2241* NAD 83(CORS)-  32 43 21.14608(N)    114 00 17.78105(W)     ADJUSTED  
 DI2241* NAVD 88     -              **(meters)            **(feet)            
 DI2241  ___________________________________________________________________
 DI2241  EPOCH DATE  -        2002.00
 DI2241  X           -  -2,185,092.866 (meters)                     COMP
 DI2241  Y           -  -4,906,660.541 (meters)                     COMP
 DI2241  Z           -   3,428,139.605 (meters)                     COMP
 DI2241  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DI2241  ELLIP HEIGHT-          51.812 (meters)          (11/??/06) ADJUSTED
 DI2241  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DI2241  HORZ ORDER  -  A
 DI2241  ELLP ORDER  -  FOURTH    CLASS I
 DI2241
 DI2241.ITRF positions are available for this station.
 DI2241.The horizontal coordinates were established by GPS observations
 DI2241.and adjusted by the National Geodetic Survey in November 2006.
 DI2241.The horizontal coordinates are valid at the epoch date displayed above.
 DI2241.The epoch date for horizontal control is a decimal equivalence
 DI2241.of Year/Month/Day.
 DI2241
 DI2241
 DI2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2241
 DI2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI2241
 DI2241.The ellipsoidal height was determined by GPS observations
 DI2241.and is referenced to NAD 83.
 DI2241
 DI2241.The geoid height was determined by GEOID03.
 DI2241
 DI2241;                    North         East     Units Scale Factor Converg.
 DI2241;SPC AZ W     -   191,018.924   189,462.383   MT  0.99994037   -0 08 16.1
 DI2241;SPC AZ W     -   626,702.51    621,595.74   iFT  0.99994037   -0 08 16.1
 DI2241;UTM  11      - 3,624,496.785   780,712.065   MT  1.00057177   +1 37 12.4
 DI2241;UTM  12      - 3,624,523.025   218,361.730   MT  1.00057819   -1 37 31.6
 DI2241
 DI2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2241!SPC AZ W     -   0.99999187  x   0.99994037  =   0.99993224
 DI2241!UTM  11      -   0.99999187  x   1.00057177  =   1.00056363
 DI2241!UTM  12      -   0.99999187  x   1.00057819  =   1.00057005
 DI2241
 DI2241                          SUPERSEDED SURVEY CONTROL
 DI2241
 DI2241.No superseded survey control is available for this station.
 DI2241
 DI2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8071224497(NAD 83)
 DI2241_STAMPING: UNKNOWN
 DI2241'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P003'
 DI2241'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DI2241'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI2241'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI2241'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI2241'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DI2241'
 DI2241' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1025 ***********************************************************************
 ET1025  DESIGNATION -  MOHON WATER
 ET1025  PID         -  ET1025
 ET1025  STATE/COUNTY-  AZ/YAVAPAI
 ET1025  USGS QUAD   -  MOHON PEAK (1980)
 ET1025
 ET1025                         *CURRENT SURVEY CONTROL
 ET1025  ___________________________________________________________________
 ET1025* NAD 83(1992)-  34 56 56.33688(N)    113 17 55.76225(W)     ADJUSTED  
 ET1025* NAVD 88     -      2286.7    (meters)    7502.     (feet)  VERTCON   
 ET1025  ___________________________________________________________________
 ET1025  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 ET1025  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 ET1025  HORZ ORDER  -  SECOND
 ET1025
 ET1025.The horizontal coordinates were established by classical geodetic methods
 ET1025.and adjusted by the National Geodetic Survey in August 1993.
 ET1025
 ET1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1025
 ET1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1025
 ET1025.The geoid height was determined by GEOID03.
 ET1025
 ET1025;                    North         East     Units Scale Factor Converg.
 ET1025;SPC AZ C     -   438,787.270    87,115.609   MT  1.00009637   -0 47 30.7
 ET1025;SPC AZ C     - 1,439,590.78    285,812.37   iFT  1.00009637   -0 47 30.7
 ET1025;SPC AZ W     -   438,022.439   254,570.084   MT  0.99995426   +0 15 30.5
 ET1025;SPC AZ W     - 1,437,081.49    835,203.69   iFT  0.99995426   +0 15 30.5
 ET1025;UTM  12      - 3,869,798.592   290,078.976   MT  1.00014314   -1 19 02.5
 ET1025
 ET1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1025!SPC AZ C     -   0.99964547  x   1.00009637  =   0.99974181
 ET1025!SPC AZ W     -   0.99964547  x   0.99995426  =   0.99959975
 ET1025!UTM  12      -   0.99964547  x   1.00014314  =   0.99978856
 ET1025
 ET1025|---------------------------------------------------------------------|
 ET1025| PID    Reference Object                     Distance      Geod. Az  |
 ET1025|                                                           dddmmss.s |
 ET1025| CH3713 MOHON WATER RM 1                      7.683 METERS 02227     |
 ET1025| CH3712 MOHON WATER AZ MK                                  0845720.2 |
 ET1025| CH3714 MOHON WATER RM 2                      5.902 METERS 18704     |
 ET1025|---------------------------------------------------------------------|
 ET1025
 ET1025                          SUPERSEDED SURVEY CONTROL
 ET1025
 ET1025  NAD 83(1986)-  34 56 56.33695(N)    113 17 55.76750(W) AD(       ) 2
 ET1025  NAD 27      -  34 56 56.28900(N)    113 17 53.02700(W) AD(       ) 2
 ET1025  NGVD 29 (07/19/86) 2285.6    (m)         7499.     (f) VERT ANG    3  
 ET1025
 ET1025.Superseded values are not recommended for survey control.
 ET1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1025.See file dsdata.txt to determine how the superseded data were derived.
 ET1025
 ET1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9007969799(NAD 83)
 ET1025_MARKER: DS = TRIANGULATION STATION DISK
 ET1025_SETTING: 66 = SET IN ROCK OUTCROP
 ET1025_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1025
 ET1025  HISTORY     - Date     Condition        Report By
 ET1025  HISTORY     - 1944     MONUMENTED       CGS
 ET1025  HISTORY     - 1955     GOOD             CGS
 ET1025  HISTORY     - 1973     GOOD             USGS
 ET1025
 ET1025                          STATION DESCRIPTION
 ET1025
 ET1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1025'STATION IS 36 MILES SW OF SELIGMAN.  IT IS ON THE HIGHEST
 ET1025'AND MOST W POINT OF MOHON PEAK, THE LARGEST MOUNTAIN IN THE
 ET1025'VICINITY, AND LIES W OF THE PRIVATE LAND GRANT THAT SURROUNDS
 ET1025'MT. HOPE.
 ET1025'
 ET1025'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 ET1025'WITH SURROUNDING SURFACE.  IT IS STAMPED MOHON WATER 1944.
 ET1025'
 ET1025'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1025'PROJECTING 2 FEET AND IS STAMPED MOHON WATER NO 1 1944.  IT IS
 ET1025'1/2 FOOT LOWER IN ELEVATION THAN STATION MARK.
 ET1025'
 ET1025'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1025'PROJECTING 2 FEET AND IS STAMPED MOHON WATER NO 2 1944.
 ET1025'
 ET1025'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN BEDROCK.
 ET1025'IT IS 15 FEET N OF A 3-FOOT ROCK CAIRN ON HIGH HILL MENTIONED
 ET1025'BELOW.
 ET1025'
 ET1025'TO REACH STATION FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR
 ET1025'2.8 MILES TO BLADED ROAD ON LEFT.  TAKE BLADED ROAD ACROSS
 ET1025'RAILROAD TRACKS AND GO SW FOR 10.5 MILES, TAKE LEFT FORK AT
 ET1025'SIGN AIRPORT 5 MI.  GO S 17.4 MILES TO STATION STROTJOST AND
 ET1025'PAST THE RANCH HOUSE ON MAIN ROAD FOR 0.4 MILE AND TAKE LEFT
 ET1025'FORK.  GO 3.0 MILES TO GATE, THENCE THROUGH GATE AND CONTINUE
 ET1025'6.6 MILES TO CROSSROADS.  TURN SHARP RIGHT AND GO 0.3 MILE
 ET1025'TO GATE, THENCE 2.3 MILES TO ANOTHER GATE, THENCE 0.7 MILE
 ET1025'AND TAKE RIGHT FORK.  CONTINUE 4.8 MILES TO CORRAL AND CABIN
 ET1025'ON LEFT, THENCE ALONG SAME ROAD 1.7 MILES AND TAKE LEFT
 ET1025'FORK.  CONTINUE 1.4 MILES AND TAKE RIGHT FORK, THENCE 2.6
 ET1025'MILES TO GATE.  CONTINUE 1.2 MILES TO GATE, THENCE 0.8 MILE TO
 ET1025'GATE, THENCE 1.4 MILES TO RANCH HOUSE AND END OF TRUCK
 ET1025'TRAVEL.  FROM END OF TRUCK TRAVEL PACK SW UP LARGE WASH FOR
 ET1025'ABOUT 2 MILES TO FORKS.  THE HILL IN THE CENTER HAS A
 ET1025'SMALL NOTICEABLE DARK ROCK OUTCROP ON THE LEFT.  LEAVE WASH
 ET1025'HERE AND PACK UP HILL IN CENTER TO THE RIGHT OF ROCK
 ET1025'OUTCROP, THEN ON UP SLOPE TO THE SADDLE.  HERE TURN LEFT
 ET1025'(W) AND FOLLOW CATTLE TRAIL SIDE HILL TO THE RIGHT OF
 ET1025'HIGHER GROUND, THEN N ALONG RIDGE TO HIGHEST PEAK AND
 ET1025'AZIMUTH MARK.  STATION CAN BE SEEN FROM HERE AS THE HIGHEST
 ET1025'POINT OF A BRUSH-COVERED RIDGE ABOUT 1 MILE (AIR LINE) W.
 ET1025'FROM AZIMUTH MARK FOLLOW DIM TRAIL SW AND W ALONG RIDGE
 ET1025'FOR ABOUT 1 MILE, CROSSING NUMEROUS SADDLES, TO END OF
 ET1025'RIDGE AND LOW SADDLE ON RIGHT, THENCE RIGHT ACROSS LOW
 ET1025'SADDLE AND UP STEEP SLOPE TO STATION.  A 4-HOUR PACK.
 ET1025'
 ET1025'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET1025
 ET1025                          STATION RECOVERY (1955)
 ET1025
 ET1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1025'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE
 ET1025'END OF TRUCK TRAVEL FOUND IN THE ORIGINAL DESCRIPTION WERE
 ET1025'FOLLOWED AND ARE ADEQUATE.  TWO LOCAL RANCHERS, WHO HAD VISITED
 ET1025'THE STATION, POINTED OUT THE STATION SITE AND VERIFIED ITS
 ET1025'DESCRIBED POSITION.
 ET1025
 ET1025                          STATION RECOVERY (1973)
 ET1025
 ET1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (UNK)
 ET1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1454 ***********************************************************************
 DA1454  DESIGNATION -  MOIVAVI
 DA1454  PID         -  DA1454
 DA1454  STATE/COUNTY-  AZ/MARICOPA
 DA1454  USGS QUAD   -  MOIVAYI (1986)
 DA1454
 DA1454                         *CURRENT SURVEY CONTROL
 DA1454  ___________________________________________________________________
 DA1454* NAD 83(1992)-  32 31 55.70692(N)    112 27 41.30669(W)     ADJUSTED  
 DA1454* NAVD 88     -      1058.4    (meters)    3472.     (feet)  VERTCON   
 DA1454  ___________________________________________________________________
 DA1454  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DA1454  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA1454  HORZ ORDER  -  SECOND
 DA1454
 DA1454.The horizontal coordinates were established by classical geodetic methods
 DA1454.and adjusted by the National Geodetic Survey in August 1993.
 DA1454
 DA1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1454
 DA1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1454
 DA1454.The geoid height was determined by GEOID03.
 DA1454
 DA1454;                    North         East     Units Scale Factor Converg.
 DA1454;SPC AZ C     -   170,001.851   162,183.773   MT  0.99993228   -0 17 34.8
 DA1454;SPC AZ C     -   557,748.85    532,098.99   iFT  0.99993228   -0 17 34.8
 DA1454;UTM  12      - 3,600,363.423   362,752.865   MT  0.99983228   -0 47 09.8
 DA1454
 DA1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1454!SPC AZ C     -   0.99983866  x   0.99993228  =   0.99977096
 DA1454!UTM  12      -   0.99983866  x   0.99983228  =   0.99967097
 DA1454
 DA1454|---------------------------------------------------------------------|
 DA1454| PID    Reference Object                     Distance      Geod. Az  |
 DA1454|                                                           dddmmss.s |
 DA1454| CH5964 MOIVAVI RM 1                          5.023 METERS 21614     |
 DA1454| CH5963 MOIVAVI AZ MK                                      2641134.2 |
 DA1454| CH5965 MOIVAVI RM 2                          2.301 METERS 32937     |
 DA1454|---------------------------------------------------------------------|
 DA1454
 DA1454                          SUPERSEDED SURVEY CONTROL
 DA1454
 DA1454  NAD 83(1986)-  32 31 55.69618(N)    112 27 41.30860(W) AD(       ) 2
 DA1454  NAD 27      -  32 31 55.49300(N)    112 27 38.79100(W) AD(       ) 2
 DA1454  NGVD 29 (06/20/88) 1057.7    (m)         3470.     (f) VERT ANG    3  
 DA1454
 DA1454.Superseded values are not recommended for survey control.
 DA1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1454.See file dsdata.txt to determine how the superseded data were derived.
 DA1454
 DA1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6275300363(NAD 83)
 DA1454_MARKER: DS = TRIANGULATION STATION DISK
 DA1454_SETTING: 66 = SET IN ROCK OUTCROP
 DA1454
 DA1454  HISTORY     - Date     Condition        Report By
 DA1454  HISTORY     - 1936     MONUMENTED       CGS
 DA1454  HISTORY     - 1949     GOOD             USGS
 DA1454
 DA1454                          STATION DESCRIPTION
 DA1454
 DA1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1454'ON A HIGH PROMINENT RED DOME LYING ON THE DIVIDE ABOUT 32
 DA1454'MILES SOUTHEAST OF GILA BEND, ABOUT 6 MILES SOUTHEAST OF SAUCEDA
 DA1454'WELLS, AND ABOUT 2-1/2 MILES SOUTH OF THE SUMMER CAMP OF
 DA1454'THE KAKA INDIANS AT MOIVAVI, ON THE HIGHEST POINT IN THIS
 DA1454'VICINITY AND VISIBLE FOR A GREAT DISTANCE ON ALL SIDES.  MARKED
 DA1454'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1454'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS 5.023
 DA1454'METERS (16.48 FEET) FROM STATION S 36 DEG 14 MIN W.
 DA1454'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1454'IS 2.301 METERS (7.55 FEET) FROM STATION
 DA1454'N 30 DEG 23 MIN W.  THE AZIMUTH MARK, A STANDARD
 DA1454'BRONZE DISK, IS ON A ROCKY RIDGE, 200 FEET
 DA1454'NORTH OF THE ROAD THAT LEADS TO THE STATION, 0.15 MILE FROM
 DA1454'THE JUNCTION OF THIS ROAD AND THE ROAD TO THE SAUCEDA
 DA1454'WELLS AND 0.4 MILE FROM STATION S 84 DEG 12 MIN W.
 DA1454
 DA1454                          STATION RECOVERY (1949)
 DA1454
 DA1454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA1454'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0263 ***********************************************************************
 GO0263  DESIGNATION -  MOKO
 GO0263  PID         -  GO0263
 GO0263  STATE/COUNTY-  AZ/APACHE
 GO0263  USGS QUAD   -  TOH CHIN LINI MESA (1982)
 GO0263
 GO0263                         *CURRENT SURVEY CONTROL
 GO0263  ___________________________________________________________________
 GO0263* NAD 83(1992)-  36 51 55.18373(N)    109 15 37.30556(W)     ADJUSTED  
 GO0263* NAVD 88     -      2293.     (meters)    7523.     (feet)  SCALED    
 GO0263  ___________________________________________________________________
 GO0263  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 GO0263  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GO0263  HORZ ORDER  -  THIRD
 GO0263
 GO0263.The horizontal coordinates were established by classical geodetic methods
 GO0263.and adjusted by the National Geodetic Survey in November 1997.
 GO0263
 GO0263.The orthometric height was scaled from a topographic map.
 GO0263
 GO0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0263
 GO0263.The geoid height was determined by GEOID03.
 GO0263
 GO0263;                    North         East     Units Scale Factor Converg.
 GO0263;SPC AZ E     -   650,909.708   294,166.557   MT  0.99998042   +0 32 37.5
 GO0263;SPC AZ E     - 2,135,530.54    965,113.38   iFT  0.99998042   +0 32 37.5
 GO0263;UTM  12      - 4,081,345.574   655,065.381   MT  0.99989623   +1 02 38.0
 GO0263
 GO0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0263!SPC AZ E     -   0.99964347  x   0.99998042  =   0.99962390
 GO0263!UTM  12      -   0.99964347  x   0.99989623  =   0.99953974
 GO0263
 GO0263:                Primary Azimuth Mark                     Grid Az
 GO0263:SPC AZ E     -  WALKER RESET                             242 15 38.0
 GO0263:UTM  12      -  WALKER RESET                             241 45 37.5
 GO0263
 GO0263|---------------------------------------------------------------------|
 GO0263| PID    Reference Object                     Distance      Geod. Az  |
 GO0263|                                                           dddmmss.s |
 GO0263| GO0280 WALKER RESET                        APPROX.23.0 KM 2424815.5 |
 GO0263|---------------------------------------------------------------------|
 GO0263
 GO0263                          SUPERSEDED SURVEY CONTROL
 GO0263
 GO0263  NAD 83(1992)-  36 51 55.18410(N)    109 15 37.30646(W) AD(       ) 3
 GO0263  NAD 83(1992)-  36 51 55.18262(N)    109 15 37.30682(W) AD(       ) 3
 GO0263  NAD 83(1986)-  36 51 55.18129(N)    109 15 37.30890(W) AD(       ) 3
 GO0263
 GO0263.Superseded values are not recommended for survey control.
 GO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0263.See file dsdata.txt to determine how the superseded data were derived.
 GO0263
 GO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF5506581346(NAD 83)
 GO0263_MARKER: DS = TRIANGULATION STATION DISK
 GO0263_SETTING: 66 = SET IN ROCK OUTCROP
 GO0263_SP_SET: SET IN ROCK OUTCROP
 GO0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0263+STABILITY: POSITION/ELEVATION WELL
 GO0263
 GO0263  HISTORY     - Date     Condition        Report By
 GO0263  HISTORY     - 1949     MONUMENTED       USGS
 GO0263
 GO0263                          STATION DESCRIPTION
 GO0263
 GO0263'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0263'LOCATED ABOUT 13.0 MI S. AND 17.0 MI W. OF FOUR CORNERS MONUMENT.
 GO0263'ON NORTHWEST SPUR RIDGE OF CARRIZO MOUNTAINS.
 GO0263'
 GO0263'TO REACH FROM BRIDGE ACROSS SAN JUAN RIVER AT SHIPROCK, NM, DRIVE
 GO0263'0.1 MI S. ON U.S. HWY. 666 TO UNPAVED RD.  TURN W. TOWARD KAYENTA
 GO0263'22.0 MI TO TES NOS PAS TRADING POST.  TAKE NORTHEAST RD. 23.0 MI
 GO0263'TO RD. FORKS.  TAKE LEFT FORK 2.0 MI SW. TO RD. FORKS.  TAKE LEFT
 GO0263'FORK 2.6 MI TO RD. FORKS.  TAKE LEFT FORK 0.1 MI TO RD. FORKS.
 GO0263'TAKE LEFT FORK 0.5 MI TO RD. FORKS.  TAKE RIGHT FORK 0.1 MI TO RD.
 GO0263'FORKS.  TAKE RIGHT FORK 0.3 MI TO RD. FORKS.  TAKE RIGHT FORK 1.3
 GO0263'MI TO GROUP OF INDIAN HOGANS, CONTINUE 2.3 MI TO RD. X-ING.  TURN
 GO0263'LEFT ON DIM RD. 0.05 MI TO X-RDS., GO STRAIGHT AHEAD 0.3 MI TO
 GO0263'RD. FORKS.  TAKE RIGHT FORK 0.2 MI TO RD. X-ING.  TURN LEFT 0.2 MI
 GO0263'TO RD. FORKS.  TAKE LEFT FORK 0.7 MI TO RD. FORKS.  TAKE LEFT FORK
 GO0263'0.4 MI TO RD. FORKS.  TAKE LEFT FORK 0.3 MI TO END OF RD.  WALK N.
 GO0263'TO TOP OF NORTH EDGE OF MESA AND STATION.  ABOUT A 3-HOUR PACK.
 GO0263'
 GO0263'STATION MARK--STANDARD TABLET STAMPED---MOKO 1949---, CEMENTED IN
 GO0263'LOW OUTCROP OF ROCK.
 GO0263'
 GO0263'RM 1--STANDARD RM TABLET STAMPED---1---, IN ROCK.
 GO0263'
 GO0263'RM 2--COPPER NAIL AND WASHER IN PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0161 ***********************************************************************
 CH0161  DESIGNATION -  MOLENITUS
 CH0161  PID         -  CH0161
 CH0161  STATE/COUNTY-  AZ/PIMA
 CH0161  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0161
 CH0161                         *CURRENT SURVEY CONTROL
 CH0161  ___________________________________________________________________
 CH0161* NAD 83(1992)-  31 49 20.86719(N)    112 16 48.25416(W)     ADJUSTED  
 CH0161* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 CH0161  ___________________________________________________________________
 CH0161  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CH0161  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 CH0161  HORZ ORDER  -  SECOND
 CH0161
 CH0161.The horizontal coordinates were established by classical geodetic methods
 CH0161.and adjusted by the National Geodetic Survey in August 1993.
 CH0161
 CH0161.The orthometric height was scaled from a topographic map.
 CH0161
 CH0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0161
 CH0161.The geoid height was determined by GEOID03.
 CH0161
 CH0161;                    North         East     Units Scale Factor Converg.
 CH0161;SPC AZ C     -    91,240.295   178,958.155   MT  0.99991459   -0 11 29.8
 CH0161;SPC AZ C     -   299,344.80    587,133.05   iFT  0.99991459   -0 11 29.8
 CH0161;UTM  12      - 3,521,470.994   378,853.584   MT  0.99978100   -0 40 30.2
 CH0161
 CH0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0161!SPC AZ C     -   0.99990984  x   0.99991459  =   0.99982444
 CH0161!UTM  12      -   0.99990984  x   0.99978100  =   0.99969086
 CH0161
 CH0161|---------------------------------------------------------------------|
 CH0161| PID    Reference Object                     Distance      Geod. Az  |
 CH0161|                                                           dddmmss.s |
 CH0161| CH5967 MOLENITUS RM 1                        4.621 METERS 02318     |
 CH0161| CH5966 MOLENITUS AZ MK                                    1744713.6 |
 CH0161| CH5968 MOLENITUS RM 2                        4.133 METERS 26202     |
 CH0161|---------------------------------------------------------------------|
 CH0161
 CH0161                          SUPERSEDED SURVEY CONTROL
 CH0161
 CH0161  NAD 83(1986)-  31 49 20.85927(N)    112 16 48.25440(W) AD(       ) 2
 CH0161  NAD 27      -  31 49 20.57100(N)    112 16 45.77300(W) AD(       ) 2
 CH0161
 CH0161.Superseded values are not recommended for survey control.
 CH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0161.See file dsdata.txt to determine how the superseded data were derived.
 CH0161
 CH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA7885421471(NAD 83)
 CH0161_MARKER: DS = TRIANGULATION STATION DISK
 CH0161_SETTING: 66 = SET IN ROCK OUTCROP
 CH0161
 CH0161  HISTORY     - Date     Condition        Report By
 CH0161  HISTORY     - 1936     MONUMENTED       CGS
 CH0161  HISTORY     - 1958     GOOD             AMS
 CH0161  HISTORY     - 1968     GOOD             AMS
 CH0161  HISTORY     - 1972     GOOD             AZHD
 CH0161
 CH0161                          STATION DESCRIPTION
 CH0161
 CH0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0161'ABOUT 14 MILES SOUTH AND 2 MILES EAST OF PISINEMO, 2 MILES
 CH0161'NORTHEAST OF MOLENITUS HOT WELLS, ON THE WEST END AND HIGHEST
 CH0161'POINT OF A LONE LAVA BUTTE WHICH IS PLAINLY VISIBLE FROM
 CH0161'MOLENITUS HOT WELLS.  MARKED BY A STANDARD BRONZE DISK.
 CH0161'REFERENCE MARK NO. 1, A STANDARD
 CH0161'BRONZE REFERENCE DISK, IS 4.621 METERS (15.16 FEET)
 CH0161'FROM STATION N 23 DEG 18 MIN E. REFERENCE MARK NO. 2,
 CH0161'A STANDARD BRONZE REFERENCE DISK, IS 4.133 METERS
 CH0161'(13.56 FEET) FROM STATION S 82 DEG 02 MIN W. THE
 CH0161'AZIMUTH MARK, A STANDARD BRONZE DISK, IS AT THE
 CH0161'JUNCTION OF TWO TRACK ROADS, 4 FEET EAST OF A SIGN U.S.
 CH0161'CUSTOMS R AND 0.4 MILE FROM STATION S 05 DEG 13 MIN E.
 CH0161
 CH0161                          STATION RECOVERY (1958)
 CH0161
 CH0161'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CH0161'STATION, REFERNCE MARKS 1 AND 2, AND AZIMUTH MARK WAS RECOVERED
 CH0161'AS DESCRIBED.
 CH0161
 CH0161                          STATION RECOVERY (1968)
 CH0161
 CH0161'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 CH0161'RECOVERED IN GOOD CONDITION
 CH0161
 CH0161                          STATION RECOVERY (1972)
 CH0161
 CH0161'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0161'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CH0161'AS DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1020 ***********************************************************************
 ES1020  DESIGNATION -  MON
 ES1020  PID         -  ES1020
 ES1020  STATE/COUNTY-  AZ/YAVAPAI
 ES1020  USGS QUAD   -  CAMP VERDE (1969)
 ES1020
 ES1020                         *CURRENT SURVEY CONTROL
 ES1020  ___________________________________________________________________
 ES1020* NAD 83(1992)-  34 36 57.53390(N)    111 51 00.93055(W)     ADJUSTED  
 ES1020* NAVD 88     -      1062.     (meters)    3484.     (feet)  SCALED    
 ES1020  ___________________________________________________________________
 ES1020  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 ES1020  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES1020  HORZ ORDER  -  SECOND
 ES1020
 ES1020.The horizontal coordinates were established by classical geodetic methods
 ES1020.and adjusted by the National Geodetic Survey in August 1993.
 ES1020
 ES1020.The orthometric height was scaled from a topographic map.
 ES1020
 ES1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1020
 ES1020.The geoid height was determined by GEOID03.
 ES1020
 ES1020;                    North         East     Units Scale Factor Converg.
 ES1020;SPC AZ C     -   400,978.612   219,449.859   MT  0.99990046   +0 02 15.8
 ES1020;SPC AZ C     - 1,315,546.63    719,979.85   iFT  0.99990046   +0 02 15.8
 ES1020;UTM  12      - 3,830,786.810   422,050.749   MT  0.99967489   -0 28 58.9
 ES1020
 ES1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1020!SPC AZ C     -   0.99983741  x   0.99990046  =   0.99973789
 ES1020!UTM  12      -   0.99983741  x   0.99967489  =   0.99951235
 ES1020
 ES1020|---------------------------------------------------------------------|
 ES1020| PID    Reference Object                     Distance      Geod. Az  |
 ES1020|                                                           dddmmss.s |
 ES1020| CH3715 MON RM 1                             10.665 METERS 04256     |
 ES1020| ES0580 PLOT                                APPROX. 2.1 KM 2305240.8 |
 ES1020| CH3716 MON RM 2                              9.641 METERS 29928     |
 ES1020|---------------------------------------------------------------------|
 ES1020
 ES1020                          SUPERSEDED SURVEY CONTROL
 ES1020
 ES1020  NAD 83(1986)-  34 36 57.52880(N)    111 51 00.92700(W) AD(       ) 2
 ES1020  NAD 27      -  34 36 57.44060(N)    111 50 58.38380(W) AD(       ) 2
 ES1020
 ES1020.Superseded values are not recommended for survey control.
 ES1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1020.See file dsdata.txt to determine how the superseded data were derived.
 ES1020
 ES1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2205130787(NAD 83)
 ES1020_MARKER: DS = TRIANGULATION STATION DISK
 ES1020_SETTING: 66 = SET IN ROCK OUTCROP
 ES1020
 ES1020  HISTORY     - Date     Condition        Report By
 ES1020  HISTORY     - 1959     MONUMENTED       CGS
 ES1020  HISTORY     - 1975     GOOD             USE
 ES1020
 ES1020                          STATION DESCRIPTION
 ES1020
 ES1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1020'THE STATION IS ABOUT 4 MILES NORTH OF CAMP VERDE, 3 MILES SOUTHWEST
 ES1020'OF MC GUIREVILLE, 2.5 MILES NORTHEAST OF THE JUNCTION OF ARIZONA
 ES1020'STATE HIGHWAYS 279 AND 79 AND 0.1 MILE WEST OF STATE HIGHWAY 79
 ES1020'ON A LOW ROCK LEDGE FACING SOUTHEAST AND THE HIGHWAY.
 ES1020'
 ES1020'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ES1020'279 AND 79, GO NORTHEAST ON STATE HIGHWAY 79 FOR 3.5 MILES TO THE
 ES1020'END OF TRUCK TRAVEL.  PACK NORTHWEST UP HILL FROM THE HIGHWAY TO
 ES1020'THE TOP OF THE LEDGE AND THE STATION.  A 10 MINUTE PACK.
 ES1020'
 ES1020'THE STATION IS A STANDARD DISK, STAMPED MON 1959, CEMENTED IN A
 ES1020'DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS 6 FEET NORTH OF THE
 ES1020'EDGE OF THE LEDGE AND 5.4 FEET EAST OF A WITNESS POST.
 ES1020'
 ES1020'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MON NO 1 1959,
 ES1020'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 2 INCHES.
 ES1020'IT IS 37.1 FEET NORTHEAST OF THE WITNESS POST AND 8 FEET NORTH
 ES1020'OF THE EDGE OF THE LEDGE.
 ES1020'
 ES1020'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MON NO 2 1959,
 ES1020'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS 26.4
 ES1020'FEET WEST OF THE WITNESS POST AND 20 FEET NORTH OF THE EDGE
 ES1020'OF THE LEDGE.
 ES1020'
 ES1020'TRIANGULATION STATION PLOT CAN BE USED FOR AN AZIMUTH MARK, SEE
 ES1020'THE DESCRIPTION THEREOF.
 ES1020
 ES1020                          STATION RECOVERY (1975)
 ES1020
 ES1020'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 ES1020'MON. 1959 RECOVERED GOOD.
 ES1020'
 ES1020'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF CAMP
 ES1020'VERDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6978 ***********************************************************************
 AC6978  DESIGNATION -  MON C
 AC6978  PID         -  AC6978
 AC6978  STATE/COUNTY-  AZ/PINAL
 AC6978  USGS QUAD   -  UNION HILLS (1981)
 AC6978
 AC6978                         *CURRENT SURVEY CONTROL
 AC6978  ___________________________________________________________________
 AC6978* NAD 83(2007)-  33 41 21.06555(N)    112 04 34.57868(W)     ADJUSTED  
 AC6978* NAVD 88     -       448.3    (meters)    1471.     (feet)  GPS OBS   
 AC6978  ___________________________________________________________________
 AC6978  EPOCH DATE  -        2007.00
 AC6978  X           -  -1,996,768.446 (meters)                     COMP
 AC6978  Y           -  -4,923,295.842 (meters)                     COMP
 AC6978  Z           -   3,518,045.325 (meters)                     COMP
 AC6978  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AC6978  ELLIP HEIGHT-         418.943 (meters)          (02/10/07) ADJUSTED
 AC6978  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AC6978
 AC6978  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6978  Type    PID    Designation                      North   East  Ellip
 AC6978  -------------------------------------------------------------------
 AC6978  NETWORK AC6978 MON C                             0.71   0.61   2.84
 AC6978  -------------------------------------------------------------------
 AC6978
 AC6978.This mark is at Phoenix-Deer Valley Mun Airport (DVT)
 AC6978
 AC6978.The horizontal coordinates were established by GPS observations
 AC6978.and adjusted by the National Geodetic Survey in February 2007.
 AC6978
 AC6978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6978.The horizontal coordinates are valid at the epoch date displayed above.
 AC6978.The epoch date for horizontal control is a decimal equivalence
 AC6978.of Year/Month/Day.
 AC6978
 AC6978.The orthometric height was determined by GPS observations and a
 AC6978.high-resolution geoid model.
 AC6978
 AC6978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6978
 AC6978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6978
 AC6978.The ellipsoidal height was determined by GPS observations
 AC6978.and is referenced to NAD 83.
 AC6978
 AC6978.The geoid height was determined by GEOID03.
 AC6978
 AC6978;                    North         East     Units Scale Factor Converg.
 AC6978;SPC AZ C     -   298,193.245   198,562.895   MT  0.99990270   -0 05 18.7
 AC6978;SPC AZ C     -   978,324.29    651,453.07   iFT  0.99990270   -0 05 18.7
 AC6978;UTM  12      - 3,728,214.016   400,245.819   MT  0.99972267   -0 35 49.4
 AC6978
 AC6978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6978!SPC AZ C     -   0.99993423  x   0.99990270  =   0.99983694
 AC6978!UTM  12      -   0.99993423  x   0.99972267  =   0.99965692
 AC6978
 AC6978|---------------------------------------------------------------------|
 AC6978| PID    Reference Object                     Distance      Geod. Az  |
 AC6978|                                                           dddmmss.s |
 AC6978| AA3547 MON D                               121.916 METERS 08601     |
 AC6978|---------------------------------------------------------------------|
 AC6978
 AC6978                          SUPERSEDED SURVEY CONTROL
 AC6978
 AC6978  ELLIP H (08/22/01)  418.956  (m)                       GP(       ) 4 2
 AC6978  NAD 83(1992)-  33 41 21.06458(N)    112 04 34.57775(W) AD(       ) 3
 AC6978  ELLIP H (09/15/98)  419.060  (m)                       GP(       ) 4 2
 AC6978
 AC6978.Superseded values are not recommended for survey control.
 AC6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6978.See file dsdata.txt to determine how the superseded data were derived.
 AC6978
 AC6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0024628214(NAD 83)
 AC6978_MARKER: DD = SURVEY DISK
 AC6978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6978_STAMPING: NGS 98 C
 AC6978_MARK LOGO: AZ0370
 AC6978_PROJECTION: FLUSH
 AC6978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6978+STABILITY: SURFACE MOTION
 AC6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6978+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1998
 AC6978
 AC6978  HISTORY     - Date     Condition        Report By
 AC6978  HISTORY     - 1986     MONUMENTED       NGS
 AC6978  HISTORY     - 19880615 GOOD             NGS
 AC6978  HISTORY     - 19980809 GOOD             NGS
 AC6978
 AC6978                          STATION DESCRIPTION
 AC6978
 AC6978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC6978'STATION IS LOCATED IN THE EAST SECTION OF THE FIELD BETWEEN THE
 AC6978'RUNWAYS.  IT IS 460 FT (140.2 M) WEST OF THE WEST EDGE OF THE
 AC6978'NORTH-SOUTH TAXIWAY, 49.8 FT (15.2 M) SOUTH OF THE SOUTH EDGE OF THE
 AC6978'EAST-WEST TAXIWAY AND 1.2 FT (0.4 M) NORTH OF THE CENTER OF A
 AC6978'FOUR-BY-FOUR WITNESS POST.  A CITY OF PHOENIX DISK SET IN THE TOP OF A
 AC6978'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC6978'DISK IS INSCRIBED CITY OF PHOENIX 19.
 AC6978'POINT OCCUPIED IS THE PUNCHHOLE AT THE
 AC6978'CENTER OF THE I IN PHOENIX.  A ---C--- WAS STAMPED DIRECTLY
 AC6978'UNDERNEATH THE P IN PHOENIX.
 AC6978'NOTE,
 AC6978'THIS STATION IS 399.91 FT (121.89 M) WEST OF
 AC6978'CITY OF PHOENIX MONUMENT D 1988.
 AC6978
 AC6978                          STATION RECOVERY (1998)
 AC6978
 AC6978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC6978'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION ADDED.  THE
 AC6978'STATION IS LOCATED 121.89 M (399.90 FT) WEST OF THE PACS.  THE DISK
 AC6978'WAS CENTERED PUNCH AND STAMPED NGS 98.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3547 ***********************************************************************
 AA3547  PACS        -  This is a Primary Airport Control Station.
 AA3547  DESIGNATION -  MON D
 AA3547  PID         -  AA3547
 AA3547  STATE/COUNTY-  AZ/MARICOPA
 AA3547  USGS QUAD   -  UNION HILLS (1981)
 AA3547
 AA3547                         *CURRENT SURVEY CONTROL
 AA3547  ___________________________________________________________________
 AA3547* NAD 83(2007)-  33 41 21.34027(N)    112 04 29.85653(W)     ADJUSTED  
 AA3547* NAVD 88     -       448.98   (meters)    1473.0    (feet)  GPS OBS   
 AA3547  ___________________________________________________________________
 AA3547  EPOCH DATE  -        2007.00
 AA3547  X           -  -1,996,654.178 (meters)                     COMP
 AA3547  Y           -  -4,923,337.718 (meters)                     COMP
 AA3547  Z           -   3,518,052.739 (meters)                     COMP
 AA3547  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AA3547  ELLIP HEIGHT-         419.611 (meters)          (02/10/07) ADJUSTED
 AA3547  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AA3547
 AA3547  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3547  Type    PID    Designation                      North   East  Ellip
 AA3547  -------------------------------------------------------------------
 AA3547  NETWORK AA3547 MON D                             0.65   0.55   2.82
 AA3547  -------------------------------------------------------------------
 AA3547
 AA3547.This mark is at Phoenix-Deer Valley Mun Airport (DVT)
 AA3547
 AA3547.The horizontal coordinates were established by GPS observations
 AA3547.and adjusted by the National Geodetic Survey in February 2007.
 AA3547
 AA3547.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3547.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3547.The horizontal coordinates are valid at the epoch date displayed above.
 AA3547.The epoch date for horizontal control is a decimal equivalence
 AA3547.of Year/Month/Day.
 AA3547
 AA3547.The orthometric height was determined by GPS observations and a
 AA3547.high-resolution geoid model.
 AA3547
 AA3547.GPS derived orthometric heights for airport stations designated as
 AA3547.PACS or SACS are published to 2 decimal places.  This maintains
 AA3547.centimeter relative accuracy between the PACS and SACS.  It does
 AA3547.not indicate centimeter accuracy relative to other marks which are
 AA3547.part of the NAVD 88 network.
 AA3547
 AA3547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3547
 AA3547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3547
 AA3547.The ellipsoidal height was determined by GPS observations
 AA3547.and is referenced to NAD 83.
 AA3547
 AA3547.The geoid height was determined by GEOID03.
 AA3547
 AA3547;                    North         East     Units Scale Factor Converg.
 AA3547;SPC AZ C     -   298,201.522   198,684.517   MT  0.99990265   -0 05 16.1
 AA3547;SPC AZ C     -   978,351.45    651,852.09   iFT  0.99990265   -0 05 16.1
 AA3547;UTM  12      - 3,728,221.211   400,367.488   MT  0.99972238   -0 35 46.7
 AA3547
 AA3547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3547!SPC AZ C     -   0.99993413  x   0.99990265  =   0.99983679
 AA3547!UTM  12      -   0.99993413  x   0.99972238  =   0.99965653
 AA3547
 AA3547|---------------------------------------------------------------------|
 AA3547| PID    Reference Object                     Distance      Geod. Az  |
 AA3547|                                                           dddmmss.s |
 AA3547| AC6978 MON C                               121.916 METERS 26601     |
 AA3547|---------------------------------------------------------------------|
 AA3547
 AA3547                          SUPERSEDED SURVEY CONTROL
 AA3547
 AA3547  ELLIP H (01/12/01)  419.626  (m)                       GP(       ) 4 1
 AA3547  NAD 83(1992)-  33 41 21.33931(N)    112 04 29.85561(W) AD(       ) B
 AA3547  ELLIP H (12/30/94)  419.730  (m)                       GP(       ) 4 1
 AA3547  NGVD 29 (12/30/94)  448.41   (m)         1471.2    (f) LEVELING    3  
 AA3547
 AA3547.Superseded values are not recommended for survey control.
 AA3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3547.See file dsdata.txt to determine how the superseded data were derived.
 AA3547
 AA3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0036728221(NAD 83)
 AA3547_MARKER: DD = SURVEY DISK
 AA3547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3547_STAMPING: CITY OF PHOENIX 19
 AA3547_MARK LOGO: AZ0370
 AA3547_PROJECTION: FLUSH
 AA3547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3547+STABILITY: SURFACE MOTION
 AA3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3547+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AA3547
 AA3547  HISTORY     - Date     Condition        Report By
 AA3547  HISTORY     - 1988     MONUMENTED       NGS
 AA3547  HISTORY     - 19880615 GOOD             NGS
 AA3547  HISTORY     - 19970429 GOOD             NGS
 AA3547  HISTORY     - 19980806 GOOD             NGS
 AA3547  HISTORY     - 20030618 GOOD             NGS
 AA3547
 AA3547                          STATION DESCRIPTION
 AA3547
 AA3547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AA3547'THE STATION IS LOCATED AT THE EAST END OF THE AIRPORT JUST SOUTH OF
 AA3547'THE TAXIWAY WHICH IS BETWEEN RUNWAY END 25R AND RUNWAY 25L.  THE
 AA3547'STATION IS 58.3 FT (17.8 M) WEST FROM THE CENTER OF A CONCRETE SLAB
 AA3547'DUCT 2-4, 46.0 FT (14.0 M) SOUTH FROM THE CENTER OF A CONCRETE SLAB
 AA3547'DUCT 2-4, AND 1.0 FT (0.3 M) NORTH FROM A WOODEN WITNESS POST.  THE
 AA3547'STATION IS A CITY OF PHOENIX DISK SET IN THE TOP OF A CONCRETE
 AA3547'MONUMENT FLUSH WITH THE GROUND.
 AA3547'THE DISK IS INSCRIBED CITY OF PHOENIX 19.
 AA3547'THE POINT OCCUPIED IS THE PUNCH HOLE IN THE CENTER OF THE DISK.
 AA3547'A ---C--- WAS STAMPED DIRECTLY UNDERNEATH THE P IN PHOENIX.
 AA3547
 AA3547                          STATION RECOVERY (1997)
 AA3547
 AA3547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3547'RECOVERED AS DESCRIBED.
 AA3547
 AA3547                          STATION RECOVERY (1998)
 AA3547
 AA3547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA3547'RECOVERED AS DESCRIBED.
 AA3547
 AA3547                          STATION RECOVERY (2003)
 AA3547
 AA3547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3547'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1175 ***********************************************************************
 CY1175  DESIGNATION -  MONK
 CY1175  PID         -  CY1175
 CY1175  STATE/COUNTY-  AZ/COCHISE
 CY1175  USGS QUAD   -  MONK DRAW (1979)
 CY1175
 CY1175                         *CURRENT SURVEY CONTROL
 CY1175  ___________________________________________________________________
 CY1175* NAD 83(1992)-  32 24 45.03980(N)    109 43 04.47586(W)     ADJUSTED  
 CY1175* NAVD 88     -      1635.9    (meters)    5367.     (feet)  VERTCON   
 CY1175  ___________________________________________________________________
 CY1175  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CY1175  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY1175  HORZ ORDER  -  FIRST
 CY1175
 CY1175.The horizontal coordinates were established by classical geodetic methods
 CY1175.and adjusted by the National Geodetic Survey in August 1993.
 CY1175
 CY1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1175
 CY1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1175
 CY1175.The geoid height was determined by GEOID03.
 CY1175
 CY1175;                    North         East     Units Scale Factor Converg.
 CY1175;SPC AZ E     -   156,694.579   255,569.445   MT  0.99992196   +0 14 26.0
 CY1175;SPC AZ E     -   514,089.83    838,482.43   iFT  0.99992196   +0 14 26.0
 CY1175;UTM  12      - 3,586,884.000   620,559.249   MT  0.99977923   +0 41 14.3
 CY1175
 CY1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1175!SPC AZ E     -   0.99974740  x   0.99992196  =   0.99966938
 CY1175!UTM  12      -   0.99974740  x   0.99977923  =   0.99952669
 CY1175
 CY1175|---------------------------------------------------------------------|
 CY1175| PID    Reference Object                     Distance      Geod. Az  |
 CY1175|                                                           dddmmss.s |
 CY1175| CC6953 MONK RM 1                            11.271 METERS 01842     |
 CY1175| CY1163 BOWIE WATER TANK                    APPROX.23.9 KM 1125158.8 |
 CY1175| CC6954 MONK RM 2                             7.359 METERS 11704     |
 CY1175| CC6952 MONK AZ MK                                         1795523.1 |
 CY1175| CY1206 RASO BLACK WATER TANK               APPROX. 8.7 KM 2021019.5 |
 CY1175| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX.45.7 KM 2040659.4 |
 CY1175| CY1201 WILLCOX STANDPIPE                   APPROX.20.4 KM 2110804.1 |
 CY1175| CY1176 MONK CAIRN                           12.500 METERS 35350     |
 CY1175|---------------------------------------------------------------------|
 CY1175
 CY1175                          SUPERSEDED SURVEY CONTROL
 CY1175
 CY1175  NAD 83(1986)-  32 24 45.03519(N)    109 43 04.47232(W) AD(       ) 1
 CY1175  NAD 27      -  32 24 44.79100(N)    109 43 02.21400(W) AD(       ) 1
 CY1175  NGVD 29 (07/19/86) 1635.1    (m)         5364.     (f) VERT ANG    3  
 CY1175
 CY1175.Superseded values are not recommended for survey control.
 CY1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1175.See file dsdata.txt to determine how the superseded data were derived.
 CY1175
 CY1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2055986884(NAD 83)
 CY1175_MARKER: DS = TRIANGULATION STATION DISK
 CY1175_SETTING: 66 = SET IN ROCK OUTCROP
 CY1175_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1175+STABILITY: POSITION/ELEVATION WELL
 CY1175
 CY1175  HISTORY     - Date     Condition        Report By
 CY1175  HISTORY     - 1945     MONUMENTED       CGS
 CY1175  HISTORY     - 1946     GOOD             CGS
 CY1175  HISTORY     - 1956     GOOD             USE
 CY1175  HISTORY     - 1983     GOOD             AZDT
 CY1175
 CY1175                          STATION DESCRIPTION
 CY1175
 CY1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1175'STATION IS ABOUT 13 MILES NE OF WILLCOX AND ABOUT 14-1/2 MILES
 CY1175'WNW OF BOWIE.  IT IS ON THE MOST S POINT OF THE GRAHAM MOUNTAINS.
 CY1175'
 CY1175'TO REACH FROM THE VALLEY NATIONAL BANK IN WILLCOX, GO NE ON
 CY1175'STATE HIGHWAY FOR 7.8 MILES TO THE SIDE ROAD LEADING RIGHT TO
 CY1175'RASO, CONTINUE AHEAD ON THE HIGHWAY FOR 4.2 MILES TO A SIDE
 CY1175'ROAD LEADING LEFT THROUGH A CATTLE GUARD, TURN LEFT AND CONTINUE
 CY1175'ON THE MAIN TRAVELED ROAD FOR 2.9 MILES INTO A RANCHYARD AND
 CY1175'CORRALS, KEEP STRAIGHT AHEAD FOR 0.1 MILE TO A WOODEN GATE JUST
 CY1175'N OF AN OLD RANCH HOUSE AT SOME STOCK PENS, PASS THROUGH THE
 CY1175'GATE AND TAKE THE ONLY ROAD LEADING AWAY FOR 0.7 MILE TO A
 CY1175'WIRE GATE AT A WATER TANK, PASS THROUGH THE GATE AND CONTINUE
 CY1175'ON THE DIM ROAD FOR 0.9 MILE, AT THIS POINT THE ROAD RUNS
 CY1175'ALONG A FENCE, HERE TURN LEFT OFF ROAD AND BEAR DOWN INTO
 CY1175'THE WASH AT THE BASE OF THE HILL TOWARD THE RIDGE LEADING UP TO
 CY1175'THE ROCKY TOP.  CROSS THE WASH AND CONTINUE UP THE RIDGE FOR
 CY1175'0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK UP THE RIDGE
 CY1175'THROUGH THE CUT IN THE ROCKY RIM AND THENCE TO THE RIGHT TO
 CY1175'THE HIGHEST POINT, THE STATION BEING 41 FEET S OF A 5-FOOT
 CY1175'CAIRN THAT IS LOCATED ON THE HIGHEST POINT.
 CY1175'
 CY1175'STATION MARK IS A BRONZE STATION DISK, STAMPED MONK 1945, AND
 CY1175'SET IN OUTCROPPING BEDROCK ABOUT FLUSH WITH THE SURROUNDING
 CY1175'SURFACE.
 CY1175'
 CY1175'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED MONK NO
 CY1175'1 1945, AND SET IN OUTCROPPING BEDROCK PROJECTING ABOUT 8 INCHES
 CY1175'ABOVE THE SURROUNDING SURFACE.  IT IS NNE OF THE STATION AND
 CY1175'ABOUT 1 FOOT LOWER.
 CY1175'
 CY1175'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED MONK NO 2
 CY1175'1945, AND SET IN A BOULDER PROJECTING ABOUT 1 FOOT.  IT IS ESE
 CY1175'OF THE STATION AND ABOUT LEVEL WITH IT.
 CY1175'
 CY1175'AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED MONK 1945, AND
 CY1175'SET IN BEDROCK ON A PROMINENT RED ROCK RIM ABOUT 1/5 MILE SW
 CY1175'OF THE RANCHYARD MENTIONED IN THE DESCRIPTION.  IT IS ABOUT
 CY1175'1-1/2 MILES S OF THE STATION.  TO REACH THE MARK, WALK THROUGH
 CY1175'THE CORRALS AT THE RANCHYARD DOWN INTO THE SANDY WASH, THENCE UP
 CY1175'TO THE RIM.  THE MARK IS IN THE MOST E PROMINENT OUTCROP IN THE
 CY1175'RIM AND IS 4 FEET SW OF A WITNESS POST SET IN A ROCK CAIRN ON
 CY1175'THE EDGE OF THE RIM.
 CY1175
 CY1175                          STATION RECOVERY (1946)
 CY1175
 CY1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1175'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS RECOVERED
 CY1175'AS DESCRIBED WITH ONE EXCEPTION.  THE MILEAGE FROM THE VALLEY
 CY1175'NATIONAL BANK IN WILLCOX TO THE RASO SIDING ON THE SOUTHERN
 CY1175'PACIFIC RAILROAD IS 7.4 MILES.
 CY1175
 CY1175                          STATION RECOVERY (1956)
 CY1175
 CY1175'RECOVERY NOTE BY US ENGINEERS 1956
 CY1175'STATION RECOVERED AS DESCRIBED.
 CY1175
 CY1175                          STATION RECOVERY (1983)
 CY1175
 CY1175'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1175'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 CY1175'GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CY1175'
 CY1175'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1175'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY1175'TURN RIGHT AND TRAVEL SOUTH FOR 33.55 MILES TO A BLADED ROAD RIGHT
 CY1175'WHICH IS 0.25 MILE BEFORE REACHING THE U.S. 666 OVERPASS AT INTERSTATE
 CY1175'HIGHWAY 10 OVERPASS.  TURN RIGHT AND TRAVEL NORTHWEST FOR 3.0 MILES TO
 CY1175'A FORK AT A RANCH.  THE AZIMUTH MARK IS ON A HIGH REDROCK OUTCROP TO
 CY1175'THE WEST OF THE CORRALS AND ROAD.  TRAVEL TO THE SECOND RANCH HOUSE.
 CY1175'STOP AND OBTAIN PERMISSION TO TRAVEL ON TO STATION.  TURN SHARPLY TO
 CY1175'THE GATE. PASS THROUGH THE GATE AND TRAVEL NORTH FOR 0.6 MILE TO A
 CY1175'FORK WHICH IS ABOVE A WASH, A WATER TANK AND A FENCE CORNER.  THIS
 CY1175'POINT IS THE END OF TRUCK TRAVE AT THE RANCHERS REQUEST.  PACK NORTH
 CY1175'TO THE SOUTHEAST RIDGE OF THE MOUNTAIN, THEN PACK NORTHWEST KEEPING
 CY1175'TO THE RIGHT OF THE ROCK FACES TO THE HIGHEST POINT AND STATION.  DUE
 CY1175'TO LOOSE ROCK AND HAZARDUS CONDITIONS CARE SHOULD BE EXERCISED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1176 ***********************************************************************
 CY1176  DESIGNATION -  MONK CAIRN
 CY1176  PID         -  CY1176
 CY1176  STATE/COUNTY-  AZ/COCHISE
 CY1176  USGS QUAD   -  MONK DRAW (1979)
 CY1176
 CY1176                         *CURRENT SURVEY CONTROL
 CY1176  ___________________________________________________________________
 CY1176* NAD 83(1992)-  32 24 45.44325(N)    109 43 04.52721(W)     ADJUSTED  
 CY1176* NAVD 88     -      1636.     (meters)    5367.     (feet)  SCALED    
 CY1176  ___________________________________________________________________
 CY1176  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CY1176  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY1176  HORZ ORDER  -  THIRD
 CY1176
 CY1176.The horizontal coordinates were established by classical geodetic methods
 CY1176.and adjusted by the National Geodetic Survey in August 1993.
 CY1176
 CY1176.The orthometric height was scaled from a topographic map.
 CY1176
 CY1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1176
 CY1176.The geoid height was determined by GEOID03.
 CY1176
 CY1176;                    North         East     Units Scale Factor Converg.
 CY1176;SPC AZ E     -   156,707.000   255,568.051   MT  0.99992196   +0 14 25.9
 CY1176;SPC AZ E     -   514,130.58    838,477.86   iFT  0.99992196   +0 14 25.9
 CY1176;UTM  12      - 3,586,896.408   620,557.758   MT  0.99977923   +0 41 14.3
 CY1176
 CY1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1176!SPC AZ E     -   0.99974742  x   0.99992196  =   0.99966940
 CY1176!UTM  12      -   0.99974742  x   0.99977923  =   0.99952670
 CY1176
 CY1176                          SUPERSEDED SURVEY CONTROL
 CY1176
 CY1176  NAD 83(1986)-  32 24 45.43863(N)    109 43 04.52366(W) AD(       ) 4
 CY1176  NAD 27      -  32 24 45.19000(N)    109 43 02.27000(W) AD(       ) 3
 CY1176
 CY1176.Superseded values are not recommended for survey control.
 CY1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1176.See file dsdata.txt to determine how the superseded data were derived.
 CY1176
 CY1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2055886896(NAD 83)
 CY1176_MARKER: 72 = CAIRN
 CY1176
 CY1176  HISTORY     - Date     Condition        Report By
 CY1176  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1176
 CY1176                          STATION DESCRIPTION
 CY1176
 CY1176'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1291 ***********************************************************************
 DA1291  DESIGNATION -  MONREAL
 DA1291  PID         -  DA1291
 DA1291  STATE/COUNTY-  AZ/YUMA
 DA1291  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1291
 DA1291                         *CURRENT SURVEY CONTROL
 DA1291  ___________________________________________________________________
 DA1291* NAD 83(1992)-  32 29 41.94354(N)    113 31 49.55707(W)     ADJUSTED  
 DA1291* NAVD 88     -       732.0    (meters)    2402.     (feet)  VERTCON   
 DA1291  ___________________________________________________________________
 DA1291  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DA1291  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA1291  HORZ ORDER  -  THIRD
 DA1291
 DA1291.The horizontal coordinates were established by classical geodetic methods
 DA1291.and adjusted by the National Geodetic Survey in August 1993.
 DA1291
 DA1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1291
 DA1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1291
 DA1291.The geoid height was determined by GEOID03.
 DA1291
 DA1291;                    North         East     Units Scale Factor Converg.
 DA1291;SPC AZ W     -   165,777.681   233,994.031   MT  0.99993858   +0 07 04.6
 DA1291;SPC AZ W     -   543,890.03    767,696.95   iFT  0.99993858   +0 07 04.6
 DA1291;UTM  12      - 3,598,124.732   262,247.151   MT  1.00029710   -1 21 36.2
 DA1291
 DA1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1291!SPC AZ W     -   0.99989018  x   0.99993858  =   0.99982877
 DA1291!UTM  12      -   0.99989018  x   1.00029710  =   1.00018725
 DA1291
 DA1291:                Primary Azimuth Mark                     Grid Az
 DA1291:SPC AZ W     -  MOHAWK                                   313 29 00.9
 DA1291:UTM  12      -  MOHAWK                                   314 57 41.7
 DA1291
 DA1291|---------------------------------------------------------------------|
 DA1291| PID    Reference Object                     Distance      Geod. Az  |
 DA1291|                                                           dddmmss.s |
 DA1291| DA1425 MOHAWK                              APPROX.15.2 KM 3133605.5 |
 DA1291|---------------------------------------------------------------------|
 DA1291
 DA1291                          SUPERSEDED SURVEY CONTROL
 DA1291
 DA1291  NAD 83(1986)-  32 29 41.92971(N)    113 31 49.56180(W) AD(       ) 3
 DA1291  NGVD 29 (06/20/88)  731.4    (m)         2400.     (f) VERT ANG    3  
 DA1291
 DA1291.Superseded values are not recommended for survey control.
 DA1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1291.See file dsdata.txt to determine how the superseded data were derived.
 DA1291
 DA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6224798125(NAD 83)
 DA1291_MARKER: DS = TRIANGULATION STATION DISK
 DA1291_SETTING: 66 = SET IN ROCK OUTCROP
 DA1291_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1291+STABILITY: POSITION/ELEVATION WELL
 DA1291
 DA1291  HISTORY     - Date     Condition        Report By
 DA1291  HISTORY     - 1962     MONUMENTED       AMS
 DA1291
 DA1291                          STATION DESCRIPTION
 DA1291
 DA1291'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1291'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1291'
 DA1291'LOCATED ABOUT 40 MI WNW. OF AJO, ABOUT 21 MI S. OF DATELAND.  ON
 DA1291'HIGHEST POINT OF MOUNTAIN AT CENTER OF MOHAWK RANGE.
 DA1291'
 DA1291'REACHED BY HELICOPTER.
 DA1291'
 DA1291'STATION MARK--USE DISK STAMPED---MONREAL 1962 ARMY MAP SERVICE---,
 DA1291'CEMENTED IN DRILL HOLE IN GRANITE OUTCROP PROJECTING ABOUT 1.0
 DA1291'FT.
 DA1291'
 DA1291'RM 1--USE RM DISK
 DA1291'STAMPED---MONREAL RM NO 1 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1291'DRILL HOLE IN LARGE GRANITE BOULDER, ABOUT 3 FT LOWER THAN
 DA1291'STATION MARK.
 DA1291'
 DA1291'RM 2--USE RM DISK
 DA1291'STAMPED---MONREAL RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1291'DRILL HOLE IN LARGE GRANITE BOULDER, ABOUT 5.5 FT LOWER THAN
 DA1291'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1168 ***********************************************************************
 ES1168  DESIGNATION -  MONROE
 ES1168  PID         -  ES1168
 ES1168  STATE/COUNTY-  AZ/YAVAPAI
 ES1168  USGS QUAD   -  BLOODY BASIN (1967)
 ES1168
 ES1168                         *CURRENT SURVEY CONTROL
 ES1168  ___________________________________________________________________
 ES1168* NAD 83(1992)-  34 14 02.96744(N)    111 45 29.70857(W)     ADJUSTED  
 ES1168* NAVD 88     -      1338.7    (meters)    4392.     (feet)  VERTCON   
 ES1168  ___________________________________________________________________
 ES1168  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 ES1168  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 ES1168  HORZ ORDER  -  THIRD
 ES1168
 ES1168.The horizontal coordinates were established by classical geodetic methods
 ES1168.and adjusted by the National Geodetic Survey in August 1993.
 ES1168
 ES1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1168
 ES1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1168
 ES1168.The geoid height was determined by GEOID03.
 ES1168
 ES1168;                    North         East     Units Scale Factor Converg.
 ES1168;SPC AZ C     -   358,636.420   227,953.338   MT  0.99990262   +0 05 20.8
 ES1168;SPC AZ C     - 1,176,628.67    747,878.41   iFT  0.99990262   +0 05 20.8
 ES1168;UTM  12      - 3,788,379.366   430,169.002   MT  0.99966011   -0 25 35.7
 ES1168
 ES1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1168!SPC AZ C     -   0.99979409  x   0.99990262  =   0.99969673
 ES1168!UTM  12      -   0.99979409  x   0.99966011  =   0.99945427
 ES1168
 ES1168|---------------------------------------------------------------------|
 ES1168| PID    Reference Object                     Distance      Geod. Az  |
 ES1168|                                                           dddmmss.s |
 ES1168| CS6532 MONROE RM 2                           4.172 METERS 17829     |
 ES1168| CS6531 MONROE RM 1                           3.971 METERS 28001     |
 ES1168|---------------------------------------------------------------------|
 ES1168
 ES1168                          SUPERSEDED SURVEY CONTROL
 ES1168
 ES1168  NAD 83(1992)-  34 14 02.96215(N)    111 45 29.71013(W) AD(       ) 3
 ES1168  NGVD 29 (10/09/91) 1338.0    (m)         4390.     (f) VERT ANG    3  
 ES1168
 ES1168.Superseded values are not recommended for survey control.
 ES1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1168.See file dsdata.txt to determine how the superseded data were derived.
 ES1168
 ES1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3016988379(NAD 83)
 ES1168_MARKER: DD = SURVEY DISK
 ES1168_SETTING: 66 = SET IN ROCK OUTCROP
 ES1168_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1168+STABILITY: POSITION/ELEVATION WELL
 ES1168
 ES1168  HISTORY     - Date     Condition        Report By
 ES1168  HISTORY     - 1966     MONUMENTED       USGS
 ES1168
 ES1168                          STATION DESCRIPTION
 ES1168
 ES1168'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1168'LOCATED ABOUT 22.5 MI S. AND 14 MI E. OF CAMP VERDE.  ON HIGHEST
 ES1168'PART OF EAST RIM OF MESA LIKE TOP THAT IS SW. OF LONG MESA AND E.
 ES1168'OF MONROE CANYON.
 ES1168'
 ES1168'REACHED BY HELICOPTER.
 ES1168'
 ES1168'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---MONROE 1966---,
 ES1168'CEMENTED IN DRILL HOLE IN TOP OF VOLCANIC OUTCROP.
 ES1168'
 ES1168'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, CEMENTED IN DRILL
 ES1168'HOLE IN TOP OF VOLCANIC OUTCROP.
 ES1168'
 ES1168'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, CEMENTED IN DRILL
 ES1168'HOLE IN TOP OF VOLCANIC OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1292 ***********************************************************************
 DA1292  DESIGNATION -  MONSON
 DA1292  PID         -  DA1292
 DA1292  STATE/COUNTY-  AZ/YUMA
 DA1292  USGS QUAD   -  MONREAL WELL (1990)
 DA1292
 DA1292                         *CURRENT SURVEY CONTROL
 DA1292  ___________________________________________________________________
 DA1292* NAD 83(1992)-  32 24 21.71779(N)    113 28 01.32181(W)     ADJUSTED  
 DA1292* NAVD 88     -       735.5    (meters)    2413.     (feet)  VERTCON   
 DA1292  ___________________________________________________________________
 DA1292  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DA1292  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DA1292  HORZ ORDER  -  THIRD
 DA1292
 DA1292.The horizontal coordinates were established by classical geodetic methods
 DA1292.and adjusted by the National Geodetic Survey in August 1993.
 DA1292
 DA1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1292
 DA1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1292
 DA1292.The geoid height was determined by GEOID03.
 DA1292
 DA1292;                    North         East     Units Scale Factor Converg.
 DA1292;SPC AZ W     -   155,928.061   239,978.131   MT  0.99994207   +0 09 05.9
 DA1292;SPC AZ W     -   511,575.00    787,329.83   iFT  0.99994207   +0 09 05.9
 DA1292;UTM  12      - 3,588,120.820   267,977.473   MT  1.00026391   -1 19 21.8
 DA1292
 DA1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1292!SPC AZ W     -   0.99988965  x   0.99994207  =   0.99983173
 DA1292!UTM  12      -   0.99988965  x   1.00026391  =   1.00015353
 DA1292
 DA1292:                Primary Azimuth Mark                     Grid Az
 DA1292:SPC AZ W     -  SIMMONS                                  181 48 16.9
 DA1292:UTM  12      -  SIMMONS                                  183 16 44.6
 DA1292
 DA1292|---------------------------------------------------------------------|
 DA1292| PID    Reference Object                     Distance      Geod. Az  |
 DA1292|                                                           dddmmss.s |
 DA1292| DA1305 SIMMONS                             APPROX.22.6 KM 1815722.8 |
 DA1292|---------------------------------------------------------------------|
 DA1292
 DA1292                          SUPERSEDED SURVEY CONTROL
 DA1292
 DA1292  NAD 83(1986)-  32 24 21.69977(N)    113 28 01.32734(W) AD(       ) 3
 DA1292  NGVD 29 (06/20/88)  734.8    (m)         2411.     (f) VERT ANG    3  
 DA1292
 DA1292.Superseded values are not recommended for survey control.
 DA1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1292.See file dsdata.txt to determine how the superseded data were derived.
 DA1292
 DA1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6797788121(NAD 83)
 DA1292_MARKER: DS = TRIANGULATION STATION DISK
 DA1292_SETTING: 66 = SET IN ROCK OUTCROP
 DA1292_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1292+STABILITY: POSITION/ELEVATION WELL
 DA1292
 DA1292  HISTORY     - Date     Condition        Report By
 DA1292  HISTORY     - 1962     MONUMENTED       AMS
 DA1292
 DA1292                          STATION DESCRIPTION
 DA1292
 DA1292'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1292'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1292'
 DA1292'LOCATED ABOUT 36 MI W. OF AJO, 28 MI SSE. OF DATELAND.  ON PEAK IN
 DA1292'MOHAWK MOUNTAIN RANGE.
 DA1292'
 DA1292'REACHED BY HELICOPTER.
 DA1292'
 DA1292'STATION MARK--USE DISK STAMPED---MONSON ARMY MAP SERVICE 1962---,
 DA1292'CEMENTED IN DRILL HOLE IN ROCK OUTCROP ON HIGHEST POINT OF MTN.
 DA1292'
 DA1292'RM 1--USE RM DISK
 DA1292'STAMPED---MONSON RM NO 1 ARMY MAP SERVICE 1962---, IN DRILL HOLE IN
 DA1292'LARGE BOULDER, ABOUT 8 FT LOWER THAN STATION MARK.
 DA1292'
 DA1292'RM 2--USE RM DISK
 DA1292'STAMPED---MONSON RM NO 2 ARMY MAP SERVICE 1962---, IN DRILL HOLE IN
 DA1292'ROCK OUTCROP, ABOUT 2 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1114 ***********************************************************************
 CG1114  DESIGNATION -  MONTANA
 CG1114  PID         -  CG1114
 CG1114  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1114  USGS QUAD   -  RUBY (1981)
 CG1114
 CG1114                         *CURRENT SURVEY CONTROL
 CG1114  ___________________________________________________________________
 CG1114* NAD 83(1992)-  31 26 38.23881(N)    111 13 39.86558(W)     ADJUSTED  
 CG1114* NAVD 88     -      1638.     (meters)    5374.     (feet)  SCALED    
 CG1114  ___________________________________________________________________
 CG1114  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CG1114  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CG1114  HORZ ORDER  -  FIRST
 CG1114
 CG1114.The horizontal coordinates were established by classical geodetic methods
 CG1114.and adjusted by the National Geodetic Survey in August 1993.
 CG1114
 CG1114.The orthometric height was scaled from a topographic map.
 CG1114
 CG1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1114
 CG1114.The geoid height was determined by GEOID03.
 CG1114
 CG1114;                    North         East     Units Scale Factor Converg.
 CG1114;SPC AZ C     -    49,423.231   278,842.776   MT  0.99995287   +0 21 33.8
 CG1114;SPC AZ C     -   162,149.71    914,838.50   iFT  0.99995287   +0 21 33.8
 CG1114;UTM  12      - 3,478,827.457   478,359.868   MT  0.99960578   -0 07 07.7
 CG1114
 CG1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1114!SPC AZ C     -   0.99974756  x   0.99995287  =   0.99970044
 CG1114!UTM  12      -   0.99974756  x   0.99960578  =   0.99935344
 CG1114
 CG1114|---------------------------------------------------------------------|
 CG1114| PID    Reference Object                     Distance      Geod. Az  |
 CG1114|                                                           dddmmss.s |
 CG1114| CH5970 MONTANA RM 1                          8.320 METERS 00533     |
 CG1114| CH5969 MONTANA AZ MK                                      0112232.0 |
 CG1114| CH5971 MONTANA RM 2                          7.580 METERS 12009     |
 CG1114|---------------------------------------------------------------------|
 CG1114
 CG1114                          SUPERSEDED SURVEY CONTROL
 CG1114
 CG1114  NAD 83(1986)-  31 26 38.22737(N)    111 13 39.86376(W) AD(       ) 1
 CG1114  NAD 27      -  31 26 37.89000(N)    111 13 37.52400(W) AD(       ) 1
 CG1114
 CG1114.Superseded values are not recommended for survey control.
 CG1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1114.See file dsdata.txt to determine how the superseded data were derived.
 CG1114
 CG1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV7836078827(NAD 83)
 CG1114_MARKER: DD = SURVEY DISK
 CG1114_SETTING: 66 = SET IN ROCK OUTCROP
 CG1114
 CG1114  HISTORY     - Date     Condition        Report By
 CG1114  HISTORY     - 1935     MONUMENTED       CGS
 CG1114
 CG1114                          STATION DESCRIPTION
 CG1114
 CG1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1114'ON THE SUMMIT OF THE PROMINENT ROCKY PEAK LYING ABOUT 3 MILES
 CG1114'SOUTHEAST OF THE GOLD MINING CAMP OF RUBY, KNOWN AS MONTANA
 CG1114'MOUNTAIN, IN TOP OF FLAT ROCK OUTCROP ON THE CREST OF THE HIGHEST
 CG1114'POINT OF THE ROCKY OUTCROP COMPRISING THE SUMMIT, AND ABOUT 60
 CG1114'YARDS SOUTHEAST OF THE NORTHWEST END OF THE SUMMIT.  MARKED BY A
 CG1114'STANDARD U.S. ARMY ENGINEER CORPS DISK, STAMPED U.S.C. AD G.S.
 CG1114'1935 SET IN A DRILL HOLE IN THE ROCK, REFERENCE MARK
 CG1114'NO.  1, A STANDARD BRONZE REFERENCE DISK, STAMPED
 CG1114'MONTANA 1935 NO. 1, IS IN THE TOP OF A LARGE BOULDER AT NORTH EDGE
 CG1114'OF THE SUMMIT AND 8.320 METERS (27.30 FEET) FROM STATION IN
 CG1114'AZIMUTH 185 DEG 33 MIN.  REFERENCE MARK NO. 2, A STANDARD
 CG1114'BRONZE REFERENCE DISK, IS IN TOP OF A SMALL
 CG1114'BOULDER, ON CREST OF THE RIDGE AND 7.580 METERS (24.87 FEET)
 CG1114'FROM STATION S 59 DEG 51 MIN E. THE AZIMUTH
 CG1114'MARK, A STANDARD BRONZE DISK, STAMPED MONTANA
 CG1114'1935-1936, IS ON THE NOGALES-RUBY ROAD, 1.4 MILES SOUTHEAST
 CG1114'ALONG THE ROAD FROM ITS JUNCTION WITH THE ARIVACA ROAD AT
 CG1114'RUBY, 50 YARDS WEST OF A ROAD FORK, 10 YARDS NORTH OF THE
 CG1114'CENTER OF THE ROAD WHERE IT CROSSES CREST OF FIRST DIVIDE
 CG1114'SOUTHEAST OF RUBY, 20 FEET SOUTHEAST OF LARGE RED ROCK
 CG1114'OUTCROP ABOUT 6 FEET HIGH, IN TOP OF REDDISH GRANITE BOULDER
 CG1114'AND 2 MILES FROM STATION N 11 DEG 23 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0119 ***********************************************************************
 FR0119  DESIGNATION -  MONTE
 FR0119  PID         -  FR0119
 FR0119  STATE/COUNTY-  AZ/COCONINO
 FR0119  USGS QUAD   -  ASH FORK (1979)
 FR0119
 FR0119                         *CURRENT SURVEY CONTROL
 FR0119  ___________________________________________________________________
 FR0119* NAD 83(1992)-  35 12 55.07254(N)    112 25 41.45956(W)     ADJUSTED  
 FR0119* NAVD 88     -      1625.235  (meters)    5332.13   (feet)  ADJUSTED  
 FR0119  ___________________________________________________________________
 FR0119  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 FR0119  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 FR0119  DYNAMIC HT  -        1623.070 (meters)    5325.02  (feet)  COMP
 FR0119  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 FR0119
 FR0119  HORZ ORDER  -  SECOND
 FR0119  VERT ORDER  -  FIRST     CLASS II
 FR0119
 FR0119.The horizontal coordinates were established by classical geodetic methods
 FR0119.and adjusted by the National Geodetic Survey in August 1993.
 FR0119
 FR0119.The orthometric height was determined by differential leveling
 FR0119.and adjusted in June 1991.
 FR0119
 FR0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0119
 FR0119.The geoid height was determined by GEOID03.
 FR0119
 FR0119.The dynamic height is computed by dividing the NAVD 88
 FR0119.geopotential number by the normal gravity value computed on the
 FR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0119.degrees latitude (g = 980.6199 gals.).
 FR0119
 FR0119.The modeled gravity was interpolated from observed gravity values.
 FR0119
 FR0119;                    North         East     Units Scale Factor Converg.
 FR0119;SPC AZ C     -   467,577.400   166,791.678   MT  0.99992672   -0 17 41.9
 FR0119;SPC AZ C     - 1,534,046.59    547,216.79   iFT  0.99992672   -0 17 41.9
 FR0119;UTM  12      - 3,897,853.529   370,013.649   MT  0.99980823   -0 49 25.2
 FR0119
 FR0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0119!SPC AZ C     -   0.99974885  x   0.99992672  =   0.99967558
 FR0119!UTM  12      -   0.99974885  x   0.99980823  =   0.99955712
 FR0119
 FR0119:                Primary Azimuth Mark                     Grid Az
 FR0119:SPC AZ C     -  CIRCLE                                   095 58 07.3
 FR0119:UTM  12      -  CIRCLE                                   096 29 50.6
 FR0119
 FR0119|---------------------------------------------------------------------|
 FR0119| PID    Reference Object                     Distance      Geod. Az  |
 FR0119|                                                           dddmmss.s |
 FR0119| FR0792 CIRCLE                              APPROX. 4.7 KM 0954025.4 |
 FR0119| FR0121 MONTE RM 1                            5.874 METERS 09553     |
 FR0119| FR0120 MONTE RM 2                            5.460 METERS 34737     |
 FR0119|---------------------------------------------------------------------|
 FR0119
 FR0119                          SUPERSEDED SURVEY CONTROL
 FR0119
 FR0119  NAD 83(1986)-  35 12 55.07110(N)    112 25 41.45679(W) AD(       ) 2
 FR0119  NAD 27      -  35 12 55.02980(N)    112 25 38.80830(W) AD(       ) 2
 FR0119  NGVD 29 (??/??/92) 1624.345  (m)         5329.21   (f) ADJ UNCH    1 2
 FR0119
 FR0119.Superseded values are not recommended for survey control.
 FR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0119.See file dsdata.txt to determine how the superseded data were derived.
 FR0119
 FR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7001497854(NAD 83)
 FR0119_MARKER: DS = TRIANGULATION STATION DISK
 FR0119_SETTING: 66 = SET IN ROCK OUTCROP
 FR0119_SP_SET: BEDROCK OUTCROP
 FR0119_STAMPING: MONTE 1958
 FR0119_MARK LOGO: CGS   
 FR0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0119+STABILITY: POSITION/ELEVATION WELL
 FR0119
 FR0119  HISTORY     - Date     Condition        Report By
 FR0119  HISTORY     - 1958     MONUMENTED       CGS
 FR0119  HISTORY     - 1958     GOOD             CGS
 FR0119  HISTORY     - 1971     GOOD             AZHD
 FR0119  HISTORY     - 1974     GOOD             USGS
 FR0119  HISTORY     - 1980     GOOD             AZDT
 FR0119  HISTORY     - 1982     GOOD             NGS
 FR0119
 FR0119                          STATION DESCRIPTION
 FR0119
 FR0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0119'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE WEST OF WILLIAMS,
 FR0119'3.0 MILES EAST OF ASH FORK, 0.3 MILE WEST OF THE MONTE CARLO
 FR0119'CAFE AND MOTEL AND 230 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66.
 FR0119'
 FR0119'TO REACH THE STATION FROM THE POST OFFICE IN ASH FORK, GO
 FR0119'SOUTH FOR 1 BLOCK TO THE EASTBOUND TRAFFIC LANE OF U.S. HIGHWAY
 FR0119'66, TURN LEFT, EAST, AND GO 3.3 MILES ON THE HIGHWAY TO A
 FR0119'CONCRETE BRIDGE OVER A DRY WASH AND THE END OF TRUCK TRAVEL.
 FR0119'FROM HERE PACK NORTH FOR 230 FEET TO THE STATION.
 FR0119'
 FR0119'THE STATION MARK, STAMPED MONTE 1958, IS A STANDARD DISK
 FR0119'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 230
 FR0119'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66, 215 FEET NORTHWEST
 FR0119'OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE, 78 FEET NORTH OF
 FR0119'A FENCE CORNER AND 5 FEET EAST OF A WITNESS SIGN POST.
 FR0119'
 FR0119'REFERENCE MARK NO. 1, STAMPED MONTE NO. 1 1958, IS A STANDARD
 FR0119'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FR0119'INCHES.  IT IS 230 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66,
 FR0119'210 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE,
 FR0119'78 FEET NORTH OF A FENCE CORNER AND 24 FEET EAST OF A WITNESS
 FR0119'SIGN POST.
 FR0119'
 FR0119'REFERENCE MARK NO. 2, STAMPED MONTE NO 2 1958, IS A STANDARD
 FR0119'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8
 FR0119'INCHES.  IT IS 248 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66,
 FR0119'96 FEET NORTH OF A FENCE CORNER AND 18 FEET NORTH OF A WITNESS
 FR0119'SIGN POST.
 FR0119
 FR0119                          STATION RECOVERY (1958)
 FR0119
 FR0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0119'3.0 MI E FROM ASHFORK.
 FR0119'ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE 3.3 MILES EAST
 FR0119'ON U.S. HIGHWAY 66 TO A CONCRETE BRIDGE OVER A DRY WASH AND THE END OF
 FR0119'TRUCK TRAVEL, PACK NORTH FOR 230 FEET TO THE MARK.  IT IS 230 FEET
 FR0119'NORTH OF THE CENTER OF U.S. HIGHWAY 66, 215 FEET NORTHWEST OF THE
 FR0119'NORTHWEST CORNER OF A CONCRETE BRIDGE, 78 FEET NORTH OF A FENCE
 FR0119'CORNER, 5 FEET EAST OF A WITNESS POST SIGN AND CEMENTED IN A DRILL
 FR0119'HOLE IN OUTCROPPING BEDROCK.
 FR0119
 FR0119                          STATION RECOVERY (1971)
 FR0119
 FR0119'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0119'GENERAL LOCATION - INT. 40, BETWEEN ASH FORK AND WILLIAMS.
 FR0119'T REACH FROM MILEPOST 149, INT. 40, WESTERLY ON THE INT. FOR ABOUT
 FR0119'250 FT AND PACK NORTH FOR ABOUT 250 FT AND TO THE STATION ON A
 FR0119'ROCKY JUNIPER COVERED RIDGE.  THE STATION IS A STANDARD USC AND GS
 FR0119'TRIANGULATION BRASS CAP, SET IN A DRILL HOLE IN A 6 FT BY 6 FT
 FR0119'BASALT OUTCROP, LOCATED ABOUT 75 FT NORTHERLY OF THE NORTH R/W
 FR0119'FENCE, AND STAMPED, MONTE 1958.  R.M. 1 IS A STANDARD USC AND
 FR0119'GS REFERENCE MARK BRASS CAP, SET IN A DRILL HOLE IN A BOULDER,
 FR0119'UP 0.5 FT, AND STAMPED, MONTE NO 1 1958, R.M. 2 IS A STANDARD
 FR0119'USC AND GS REFERENCE MARK BRASS CAP, SET IN A DRILL, IN A
 FR0119'BOULDER, UP 0.7 FT, LOCATED NORTHERLY OF THE STATION,
 FR0119'AND STAMPED, MONTE NO 2 1958
 FR0119
 FR0119                          STATION RECOVERY (1974)
 FR0119
 FR0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0119'3.3 MILES EAST ON INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 66 FROM
 FR0119'THE POST OFFICE IN ASH FORK TO A CONCRETE BRIDGE, THENCE 215 FT.
 FR0119'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 230 FT. NORTH OF
 FR0119'THE CENTER OF THE WEST BOUND LANE, 5 FT. EAST OF A WITNESS POST
 FR0119'SIGN ON TOP OF A SMALL RIDGE CEMENTED IN A DRILL HOLE IN AN
 FR0119'OUTCROPPING OF BEDROCK, A STANDARD C AND GS TABLET STAMPED MONTE
 FR0119'1958.
 FR0119
 FR0119                          STATION RECOVERY (1980)
 FR0119
 FR0119'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0119'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0119'CONDITION AS DESCRIBED.  THE ROUTE TO THE STATION REMAINS UNCHANGED.
 FR0119
 FR0119                          STATION RECOVERY (1982)
 FR0119
 FR0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0119'4.5 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0119'US HIGHWAY 89 IN ASH FORK, LOCATED ON A ROCKY RIDGE OVERLOOKING THE
 FR0119'JOHNSON CREEK INTERSTATE HIGHWAY 40 BRIDGES, 79.1 METERS (260 FT)
 FR0119'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 76.1 METERS
 FR0119'(250 FT) NORTHEAST OF BENCH MARK F 489, 65.5 METERS (215 FT) NORTHWEST
 FR0119'OF NORTHWEST CORNER OF BRIDGE, 23.7 METERS (78 FT) NORTH OF A FENCE.
 FR0119'THE MARK IS 2 METERS  E FROM A WITNESS POST.
 FR0119'THE MARK IS 14 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1920 ***********************************************************************
 DV1920  DESIGNATION -  MONTE
 DV1920  PID         -  DV1920
 DV1920  STATE/COUNTY-  AZ/MARICOPA
 DV1920  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 DV1920
 DV1920                         *CURRENT SURVEY CONTROL
 DV1920  ___________________________________________________________________
 DV1920* NAD 83(1992)-  33 08 13.90908(N)    113 11 06.94804(W)     ADJUSTED  
 DV1920* NAVD 88     -       583.7    (meters)    1915.     (feet)  VERTCON   
 DV1920  ___________________________________________________________________
 DV1920  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DV1920  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DV1920  HORZ ORDER  -  FIRST
 DV1920
 DV1920.The horizontal coordinates were established by classical geodetic methods
 DV1920.and adjusted by the National Geodetic Survey in August 1993.
 DV1920
 DV1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1920
 DV1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1920
 DV1920.The geoid height was determined by GEOID03.
 DV1920
 DV1920;                    North         East     Units Scale Factor Converg.
 DV1920;SPC AZ C     -   237,682.309    94,997.303   MT  1.00007268   -0 41 36.8
 DV1920;SPC AZ C     -   779,797.60    311,670.94   iFT  1.00007268   -0 41 36.8
 DV1920;UTM  12      - 3,668,622.362   296,158.291   MT  1.00011234   -1 11 41.9
 DV1920
 DV1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1920!SPC AZ C     -   0.99991330  x   1.00007268  =   0.99998597
 DV1920!UTM  12      -   0.99991330  x   1.00011234  =   1.00002563
 DV1920
 DV1920|---------------------------------------------------------------------|
 DV1920| PID    Reference Object                     Distance      Geod. Az  |
 DV1920|                                                           dddmmss.s |
 DV1920| CH3717 MONTE RM 1                           10.273 METERS 12728     |
 DV1920| DV1055 V 9                                                2055805.8 |
 DV1920| DV1054 Q 9                                 APPROX.10.2 KM 2161311.5 |
 DV1920| CH3718 MONTE RM 2                           14.586 METERS 22239     |
 DV1920| DV1919 MONTEZUMA                           APPROX. 1.8 KM 2874438.7 |
 DV1920|---------------------------------------------------------------------|
 DV1920
 DV1920                          SUPERSEDED SURVEY CONTROL
 DV1920
 DV1920  NAD 83(1986)-  33 08 13.90224(N)    113 11 06.95418(W) AD(       ) 1
 DV1920  NAD 27      -  33 08 13.74500(N)    113 11 04.29200(W) AD(       ) 1
 DV1920  NGVD 29 (12/08/88)  583.1    (m)         1913.     (f) VERT ANG    3  
 DV1920
 DV1920.Superseded values are not recommended for survey control.
 DV1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1920.See file dsdata.txt to determine how the superseded data were derived.
 DV1920
 DV1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9615868622(NAD 83)
 DV1920_MARKER: DS = TRIANGULATION STATION DISK
 DV1920_SETTING: 66 = SET IN ROCK OUTCROP
 DV1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1920
 DV1920  HISTORY     - Date     Condition        Report By
 DV1920  HISTORY     - 1934     MONUMENTED       CGS
 DV1920  HISTORY     - 1948     GOOD             USGS
 DV1920  HISTORY     - 1950     GOOD             CGS
 DV1920
 DV1920                          STATION DESCRIPTION
 DV1920
 DV1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV1920'ON WHAT IS KNOWN AS THE MONTEZUMA MOUNTAINS, ABOUT 1-1/4
 DV1920'MILES EAST OF THE HIGHEST AND WESTERNMOST POINT WHICH HAS A
 DV1920'LARGE ROCK CAIRN THEREON, ABOUT 250 YARDS SOUTHEAST OF A
 DV1920'SMALL BUMP OR RISE (WHICH IS ABOUT 75 FEET HIGHER THAN THE
 DV1920'HILL ON WHICH THE STATION IS LOCATED) AND ON THE NORTH RIM
 DV1920'OF THE RIDGE.  A DEEP CANYON RUNS TO THE NORTH, WHILE THE
 DV1920'SOUTH SLOPES OFF GRADUALLY.  MARKED BY A STANDARD BRONZE DISK.
 DV1920'REFERENCE MARK NO. 1, A STANDARD
 DV1920'BRONZE REFERENCE DISK IS 10.323 METERS (33.87
 DV1920'FEET) FROM STATION S 72 DEG 33 MIN E.  REFERENCE
 DV1920'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK IS
 DV1920'14.781 METERS (48.49 FEET) FROM STATION S 42 DEG 39 MIN W.
 DV1920'SADDLE, WATER TANK MAY BE USED AS AN AZIMUTH
 DV1920'MARK.
 DV1920
 DV1920                          STATION RECOVERY (1948)
 DV1920
 DV1920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DV1920'RECOVERED AS DESCRIBED BY NGS.
 DV1920
 DV1920                          STATION RECOVERY (1950)
 DV1920
 DV1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1920'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV1920'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 DV1920'OF THE STATION IS ADEQUATE.  WITH THE FOLLOWING EXCEPTIONS
 DV1920'
 DV1920'IN THE OBSERVATIONS UPON THE REFERENCE MARKS, A DIFFERENCE
 DV1920'OF 20 DEGREES BETWEEN THE DIRECTIONS TO THE MARKS WERE FOUND
 DV1920'AS RESPECTS TO THE DIFFERENCE BETWEEN AZIMUTHS OF THESE
 DV1920'MARKS FROM THE STATION AS GIV N IN SPECIAL PUBLICATION 224,
 DV1920'TRIANGULATION IN ARIZONTHE DISTANCE TO REFERENCE MARK NO.
 DV1920'1 IS 0.05 METER LESS THAN THAT GIVEN IN THE PUBLICATION,
 DV1920'AND THAT REFERENCE MARK NO. 2 IS 0.2 LESS.
 DV1920'
 DV1920'AN AZIMUTH MARK WAS ESTABLISHED USING U.S.G.S. BENCH MARK
 DV1920'V 9, THE MARK IS LOCATED ABOUT 2 MILES SOUTH SOUTHWEST OF
 DV1920'THE STATION, ABOUT 0.1 MILE EAST OF MOTTBUSH, 48 FEET NORTH
 DV1920'OF THE CENTER LINE OF A DIRT ROAD AND 149 FEET SOUTHWEST
 DV1920'OF MONTEZUMA RAILROAD SIGN POST, SET IN A 12 INCH SQUARE
 DV1920'CONCRETE POST AND PROJECTING ABOUT 8 INCHES.  IT IS STAMPED
 DV1920'V 9 1927 ELEV 604.139.
 DV1920'
 DV1920'TO REACH THE STATION FROM MOTTBUSH GO EAST FOR 0.65 MILE,
 DV1920'TURN LEFT OFF THE ROAD AS IT MAKES A SHARP TURN RIGHT.  CROSS
 DV1920'THE RAILROAD TRACKS, THENCE BEAR RIGHT ON A TRACK ROAD, GO
 DV1920'0.7 MILE TO A WASH, CONTINUE 0.3 MILE THEN BEAR LEFT, NORTH,
 DV1920'ON TRACK ROAD, GO 1.7 MILES TO THE BASE OF THE MOUNTAIN,
 DV1920'TURN RIGHT, EAST, ALONG THE SOUTH SIDE OF MOUNTAIN, GO 0.4
 DV1920'MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH ONTO THE CENTER
 DV1920'RIDGE BETWEEN TWO CANYONS ON THE SIDE OF THE STATION MOUNTAIN,
 DV1920'THENCE AT REACHING TOWARDS THE TOP BEAR RIGHT ALONG THE
 DV1920'TOP OF THE RIDGE TO THE STATION.  (A 2 HOUR PACK).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0121 ***********************************************************************
 FR0121  DESIGNATION -  MONTE RM 1
 FR0121  PID         -  FR0121
 FR0121  STATE/COUNTY-  AZ/COCONINO
 FR0121  USGS QUAD   -  ASH FORK (1979)
 FR0121
 FR0121                         *CURRENT SURVEY CONTROL
 FR0121  ___________________________________________________________________
 FR0121* NAD 83(1986)-  35 12 55.     (N)    112 25 41.     (W)     SCALED    
 FR0121* NAVD 88     -      1625.161  (meters)    5331.88   (feet)  ADJUSTED  
 FR0121  ___________________________________________________________________
 FR0121  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 FR0121  DYNAMIC HT  -        1622.996 (meters)    5324.78  (feet)  COMP
 FR0121  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 FR0121
 FR0121  VERT ORDER  -  FIRST     CLASS II
 FR0121
 FR0121.The horizontal coordinates were scaled from a topographic map and have
 FR0121.an estimated accuracy of +/- 6 seconds.
 FR0121
 FR0121.The orthometric height was determined by differential leveling
 FR0121.and adjusted in June 1991.
 FR0121.WARNING-Repeat measurements at this control monument indicate possible
 FR0121.vertical movement.
 FR0121
 FR0121.The geoid height was determined by GEOID03.
 FR0121
 FR0121.The dynamic height is computed by dividing the NAVD 88
 FR0121.geopotential number by the normal gravity value computed on the
 FR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0121.degrees latitude (g = 980.6199 gals.).
 FR0121
 FR0121.The modeled gravity was interpolated from observed gravity values.
 FR0121
 FR0121;                    North         East    Units  Estimated Accuracy
 FR0121;SPC AZ C     -   467,580.      166,800.      MT  (+/- 180 meters Scaled)
 FR0121
 FR0121                          SUPERSEDED SURVEY CONTROL
 FR0121
 FR0121  NGVD 29 (??/??/92) 1624.275  (m)         5328.98   (f) ADJ UNCH    1 2
 FR0121
 FR0121.Superseded values are not recommended for survey control.
 FR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0121.See file dsdata.txt to determine how the superseded data were derived.
 FR0121
 FR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD700978(NAD 83)
 FR0121_MARKER: DR = REFERENCE MARK DISK
 FR0121_SETTING: 66 = SET IN ROCK OUTCROP
 FR0121_SP_SET: SET IN ROCK OUTCROP
 FR0121_STAMPING: MONTE NO 1 1958
 FR0121_MARK LOGO: CGS   
 FR0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0121+STABILITY: POSITION/ELEVATION WELL
 FR0121
 FR0121  HISTORY     - Date     Condition        Report By
 FR0121  HISTORY     - 1958     MONUMENTED       CGS
 FR0121  HISTORY     - 1982     GOOD             NGS
 FR0121
 FR0121                          STATION DESCRIPTION
 FR0121
 FR0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0121'3.0 MI E FROM ASHFORK.
 FR0121'ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE 3.3 MILES EAST
 FR0121'ON U.S. HIGHWAY 66 TO A CONCRETE BRIDGE OVER A DRY WASH AND THE END OF
 FR0121'TRUCK TRAVEL, PACK NORTH FOR 230 FEET TO THE MARK.  IT IS 230 FEET
 FR0121'NORTH OF THE CENTER OF HIGHWAY 66, 210 FEET NORTHWEST OF THE NORTHWEST
 FR0121'CORNER OF A CONCRETE BRIDGE, 78 FEET NORTH OF A FENCE CORNER, 24 FEET
 FR0121'EAST OF A WITNESS POST SIGN AND CEMENTED IN A DRILL HOLE IN A BOULDER
 FR0121'THAT PROJECTS 6 INCHES.
 FR0121
 FR0121                          STATION RECOVERY (1982)
 FR0121
 FR0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0121'4.5 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0121'US HIGHWAY 89 IN ASH FORK, LOCATED ON A ROCKY RIDGE OVERLOOKING THE
 FR0121'JOHNSON CREEK BRIDGES, 6.0 METERS (19.28 FT) EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0120 ***********************************************************************
 FR0120  DESIGNATION -  MONTE RM 2
 FR0120  PID         -  FR0120
 FR0120  STATE/COUNTY-  AZ/COCONINO
 FR0120  USGS QUAD   -  ASH FORK (1979)
 FR0120
 FR0120                         *CURRENT SURVEY CONTROL
 FR0120  ___________________________________________________________________
 FR0120* NAD 83(1986)-  35 12 55.     (N)    112 25 41.     (W)     SCALED    
 FR0120* NAVD 88     -      1625.535  (meters)    5333.11   (feet)  ADJUSTED  
 FR0120  ___________________________________________________________________
 FR0120  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 FR0120  DYNAMIC HT  -        1623.369 (meters)    5326.00  (feet)  COMP
 FR0120  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 FR0120
 FR0120  VERT ORDER  -  FIRST     CLASS II
 FR0120
 FR0120.The horizontal coordinates were scaled from a topographic map and have
 FR0120.an estimated accuracy of +/- 6 seconds.
 FR0120
 FR0120.The orthometric height was determined by differential leveling
 FR0120.and adjusted in June 1991.
 FR0120.WARNING-Repeat measurements at this control monument indicate possible
 FR0120.vertical movement.
 FR0120
 FR0120.The geoid height was determined by GEOID03.
 FR0120
 FR0120.The dynamic height is computed by dividing the NAVD 88
 FR0120.geopotential number by the normal gravity value computed on the
 FR0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0120.degrees latitude (g = 980.6199 gals.).
 FR0120
 FR0120.The modeled gravity was interpolated from observed gravity values.
 FR0120
 FR0120;                    North         East    Units  Estimated Accuracy
 FR0120;SPC AZ C     -   467,580.      166,800.      MT  (+/- 180 meters Scaled)
 FR0120
 FR0120                          SUPERSEDED SURVEY CONTROL
 FR0120
 FR0120  NGVD 29 (??/??/92) 1624.647  (m)         5330.20   (f) ADJ UNCH    1 2
 FR0120
 FR0120.Superseded values are not recommended for survey control.
 FR0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0120.See file dsdata.txt to determine how the superseded data were derived.
 FR0120
 FR0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD700978(NAD 83)
 FR0120_MARKER: DR = REFERENCE MARK DISK
 FR0120_SETTING: 66 = SET IN ROCK OUTCROP
 FR0120_SP_SET: SET IN ROCK OUTCROP
 FR0120_STAMPING: MONTE NO 2 1958
 FR0120_MARK LOGO: CGS   
 FR0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0120+STABILITY: POSITION/ELEVATION WELL
 FR0120
 FR0120  HISTORY     - Date     Condition        Report By
 FR0120  HISTORY     - 1958     MONUMENTED       CGS
 FR0120  HISTORY     - 1982     GOOD             NGS
 FR0120
 FR0120                          STATION DESCRIPTION
 FR0120
 FR0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0120'3.0 MI E FROM ASHFORK.
 FR0120'ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE 3.3 MILES EAST
 FR0120'ON U.S. HIGHWAY 66 TO A CONCRETE BRIDGE OVER A DRY WASH AND THE END OF
 FR0120'TRUCK TRAVEL, PACK NORTH FOR 248 FEET TO THE MARK.  IT IS 248 FEET
 FR0120'NORTH OF THE CENTER OF HIGHWAY 66, 96 FEET NORTH OF A FENCE CORNER, 18
 FR0120'FEET NORTH OF A WITNESS POST SIGN AND CEMENTED IN A DRILL HOLE IN A
 FR0120'BOULDER THAT PROJECTS 8 INCHES.
 FR0120
 FR0120                          STATION RECOVERY (1982)
 FR0120
 FR0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0120'4.5 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0120'US HIGHWAY 89 IN ASH FORK, LOCATED ON A ROCKY RIDGE OVERLOOKING THE
 FR0120'JOHNSON CREEK BRIDGES, 5.4 METERS (17.91 FT) NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1919 ***********************************************************************
 DV1919  DESIGNATION -  MONTEZUMA
 DV1919  PID         -  DV1919
 DV1919  STATE/COUNTY-  AZ/MARICOPA
 DV1919  USGS QUAD   -  YELLOW MEDICINE BUTTE (1986)
 DV1919
 DV1919                         *CURRENT SURVEY CONTROL
 DV1919  ___________________________________________________________________
 DV1919* NAD 83(1992)-  33 08 31.69750(N)    113 12 13.04541(W)     ADJUSTED  
 DV1919* NAVD 88     -       623.0    (meters)    2044.     (feet)  VERTCON   
 DV1919  ___________________________________________________________________
 DV1919  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DV1919  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DV1919  HORZ ORDER  -  THIRD
 DV1919
 DV1919.The horizontal coordinates were established by classical geodetic methods
 DV1919.and adjusted by the National Geodetic Survey in August 1993.
 DV1919
 DV1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1919
 DV1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1919
 DV1919.The geoid height was determined by GEOID03.
 DV1919
 DV1919;                    North         East     Units Scale Factor Converg.
 DV1919;SPC AZ C     -   238,251.216    93,290.856   MT  1.00007770   -0 42 13.3
 DV1919;SPC AZ C     -   781,664.09    306,072.36   iFT  1.00007770   -0 42 13.3
 DV1919;UTM  12      - 3,669,206.206   294,456.818   MT  1.00012093   -1 12 18.7
 DV1919
 DV1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1919!SPC AZ C     -   0.99990713  x   1.00007770  =   0.99998483
 DV1919!UTM  12      -   0.99990713  x   1.00012093  =   1.00002805
 DV1919
 DV1919|---------------------------------------------------------------------|
 DV1919| PID    Reference Object                     Distance      Geod. Az  |
 DV1919|                                                           dddmmss.s |
 DV1919| CR5129 MONTEZUMA RM 1                        8.630 METERS 10321     |
 DV1919| DV1920 MONTE                               APPROX. 1.8 KM 1074402.6 |
 DV1919| CR5130 MONTEZUMA RM 2                        5.450 METERS 20506     |
 DV1919|---------------------------------------------------------------------|
 DV1919
 DV1919                          SUPERSEDED SURVEY CONTROL
 DV1919
 DV1919  NAD 83(1986)-  33 08 31.68827(N)    113 12 13.04316(W) AD(       ) 4
 DV1919  NAD 27      -  33 08 31.53000(N)    113 12 10.38000(W) AD(       ) 3
 DV1919  NGVD 29 (12/08/88)  622.4    (m)         2042.     (f) VERT ANG    3  
 DV1919
 DV1919.Superseded values are not recommended for survey control.
 DV1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1919.See file dsdata.txt to determine how the superseded data were derived.
 DV1919
 DV1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9445769206(NAD 83)
 DV1919_MARKER: DS = TRIANGULATION STATION DISK
 DV1919_SETTING: 80 = SET IN A BOULDER
 DV1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1919+STABILITY: SURFACE MOTION
 DV1919
 DV1919  HISTORY     - Date     Condition        Report By
 DV1919  HISTORY     - 1925     MONUMENTED       USGS
 DV1919  HISTORY     - 1949     GOOD             USGS
 DV1919  HISTORY     - 1964     GOOD             USGS
 DV1919
 DV1919                          STATION DESCRIPTION
 DV1919
 DV1919'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DV1919'NOTE--ALL OBSERVATIONS HAVE BEEN REDUCED TO THE TABLET ALTHOUGH
 DV1919'THE DRILL HOLE WAS CALLED THE STATION UNTIL 1964.
 DV1919'
 DV1919'LOCATED ABOUT 13 MI NE. OF AGUA CALIENTE.  ON HIGH ROCKY PEAK OF
 DV1919'HIGH ROCKY RIDGE BEARING SE.-NW., S. OF LONG HIGH MOUNTAIN.  ON
 DV1919'NORTHWEST END OF MOUNTAIN IS SHAPE OF A GIGANTIC HEAD CALLED
 DV1919'MONTEZUMA HEAD.
 DV1919'
 DV1919'TO REACH FROM AGUA CALIENTE, DRIVE ABOUT 14 MI NE. ON RD. TO GILA
 DV1919'BEND.  TURN E. TO MOUNTAIN.  TRUCK CAN BE DRIVEN TO WITHIN 1 MI OF
 DV1919'BASE OF MOUNTAIN.
 DV1919'
 DV1919'STATION MARK--STANDARD TABLET STAMPED---RS 1925 MONTEZUMA---,
 DV1919'CEMENTED IN CRACK OF ROCK AT AN ANGLE, UNDER 7-FT CAIRN 6 FT IN
 DV1919'DIAMETER (DRILL HOLE 1-1/2 INCHES DEEP IN SOLID ROCK IS 9 INCHES
 DV1919'SE. OF STATION MARK)
 DV1919'
 DV1919'RM 1--CROSS CUT IN SOLID ROCK.
 DV1919'
 DV1919'RM 2--CROSS CUT IN SOLID ROCK.
 DV1919
 DV1919                          STATION RECOVERY (1949)
 DV1919
 DV1919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV1919'RECOVERED AS DESCRIBED BY USGS.  CAIRN INTERSECTED BY CGS IN 1934.
 DV1919
 DV1919                          STATION RECOVERY (1964)
 DV1919
 DV1919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1919'NOT OCCUPIED.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0908 ***********************************************************************
 FQ0908  DESIGNATION -  MONTEZUMA
 FQ0908  PID         -  FQ0908
 FQ0908  STATE/COUNTY-  AZ/NAVAJO
 FQ0908  USGS QUAD   -  MONTEZUMAS CHAIR (1972)
 FQ0908
 FQ0908                         *CURRENT SURVEY CONTROL
 FQ0908  ___________________________________________________________________
 FQ0908* NAD 83(1992)-  35 26 39.87181(N)    110 30 31.39071(W)     ADJUSTED  
 FQ0908* NAVD 88     -      2039.7    (meters)    6692.     (feet)  VERTCON   
 FQ0908  ___________________________________________________________________
 FQ0908  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 FQ0908  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0908  HORZ ORDER  -  THIRD
 FQ0908
 FQ0908.The horizontal coordinates were established by classical geodetic methods
 FQ0908.and adjusted by the National Geodetic Survey in August 1993.
 FQ0908
 FQ0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0908
 FQ0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0908
 FQ0908.The geoid height was determined by GEOID03.
 FQ0908
 FQ0908;                    North         East     Units Scale Factor Converg.
 FQ0908;SPC AZ E     -   492,927.822   182,307.419   MT  0.99991188   -0 11 54.1
 FQ0908;SPC AZ E     - 1,617,217.26    598,121.45   iFT  0.99991188   -0 11 54.1
 FQ0908;UTM  12      - 3,922,438.979   544,586.597   MT  0.99962450   +0 17 05.7
 FQ0908
 FQ0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0908!SPC AZ E     -   0.99968358  x   0.99991188  =   0.99959549
 FQ0908!UTM  12      -   0.99968358  x   0.99962450  =   0.99930820
 FQ0908
 FQ0908|---------------------------------------------------------------------|
 FQ0908| PID    Reference Object                     Distance      Geod. Az  |
 FQ0908|                                                           dddmmss.s |
 FQ0908| CR9982 MONTEZUMA RM 1                        7.245 METERS 06435     |
 FQ0908| CR9983 MONTEZUMA RM 2                        5.377 METERS 17143     |
 FQ0908| FQ0902 ELEPHANT                            APPROX. 8.7 KM 1812259.0 |
 FQ0908|---------------------------------------------------------------------|
 FQ0908
 FQ0908                          SUPERSEDED SURVEY CONTROL
 FQ0908
 FQ0908  NAD 83(1986)-  35 26 39.87007(N)    110 30 31.39333(W) AD(       ) 3
 FQ0908  NGVD 29 (02/23/90) 2038.8    (m)         6689.     (f) VERT ANG    3  
 FQ0908
 FQ0908.Superseded values are not recommended for survey control.
 FQ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0908.See file dsdata.txt to determine how the superseded data were derived.
 FQ0908
 FQ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4458722439(NAD 83)
 FQ0908_MARKER: DS = TRIANGULATION STATION DISK
 FQ0908_SETTING: 80 = SET IN A BOULDER
 FQ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0908+STABILITY: SURFACE MOTION
 FQ0908
 FQ0908  HISTORY     - Date     Condition        Report By
 FQ0908  HISTORY     - 1965     MONUMENTED       USGS
 FQ0908  HISTORY     - 1966     GOOD             USGS
 FQ0908  HISTORY     - 1972     GOOD             USGS
 FQ0908
 FQ0908                          STATION DESCRIPTION
 FQ0908
 FQ0908'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0908'LOCATED ABOUT 28 MI S. OF POLACCA, ABOUT 7 MI SW. OF TEES TO
 FQ0908'TRADING POST.  ON HIGHEST POINT OF LARGE BUTTE KNOWN AS MONTEZUMAS
 FQ0908'CHAIR.
 FQ0908'
 FQ0908'TO REACH FROM TURNOFF TO SEBA DALKAI AND TEES TO TRADING POST 1
 FQ0908'MI E. OF SEBA DALKAI ON WINSLOW HWY., GO 3.4 MI S. ALONG HWY.
 FQ0908'TURN RIGHT ON DIRT RD. W. 1 MI TO X-RD., CONTINUE 0.6 MI W. TO
 FQ0908'X-RD., CONTINUE STRAIGHT 1.6 MI TO X-RD., CONTINUE STRAIGHT 0.8
 FQ0908'MI TO RD. INTERSECTION.  TURN LEFT 1 MI SW. TO END OF RD.
 FQ0908'CONTINUE CROSS-COUNTRY 0.9 MI TO END OF TRUCK TRAVEL.  PACK TO TOP
 FQ0908'AND STATION.  A 40-MINUTE PACK.
 FQ0908'
 FQ0908'STATION MARK--STANDARD TABLET STAMPED---MONTEZUMA 1965---, CEMENTED
 FQ0908'IN LARGE ROCK.
 FQ0908'
 FQ0908'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN LARGE
 FQ0908'ROCK, ABOUT 3 FT LOWER THAN STATION MARK.
 FQ0908'
 FQ0908'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN LARGE
 FQ0908'ROCK, ABOUT LEVEL WITH STATION MARK.
 FQ0908
 FQ0908                          STATION RECOVERY (1966)
 FQ0908
 FQ0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0908'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
 FQ0908
 FQ0908                          STATION RECOVERY (1972)
 FQ0908
 FQ0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0908'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2111 ***********************************************************************
 DV2111  DESIGNATION -  MONTEZUMA HEAD
 DV2111  PID         -  DV2111
 DV2111  STATE/COUNTY-  AZ/PINAL
 DV2111  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV2111
 DV2111                         *CURRENT SURVEY CONTROL
 DV2111  ___________________________________________________________________
 DV2111* NAD 83(1992)-  33 08 00.10340(N)    112 08 59.12496(W)     ADJUSTED  
 DV2111* NAVD 88     -       569.0    (meters)    1867.     (feet)  VERTCON   
 DV2111  ___________________________________________________________________
 DV2111  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DV2111  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV2111  HORZ ORDER  -  FIRST
 DV2111
 DV2111.The horizontal coordinates were established by classical geodetic methods
 DV2111.and adjusted by the National Geodetic Survey in August 1993.
 DV2111
 DV2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2111
 DV2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2111
 DV2111.The geoid height was determined by GEOID03.
 DV2111
 DV2111;                    North         East     Units Scale Factor Converg.
 DV2111;SPC AZ C     -   236,564.848   191,611.946   MT  0.99990583   -0 07 38.7
 DV2111;SPC AZ C     -   776,131.39    628,648.12   iFT  0.99990583   -0 07 38.7
 DV2111;UTM  12      - 3,666,659.844   392,753.453   MT  0.99974181   -0 37 42.6
 DV2111
 DV2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2111!SPC AZ C     -   0.99991543  x   0.99990583  =   0.99982127
 DV2111!UTM  12      -   0.99991543  x   0.99974181  =   0.99965726
 DV2111
 DV2111:                Primary Azimuth Mark                     Grid Az
 DV2111:SPC AZ C     -  PALO                                     191 50 23.4
 DV2111:UTM  12      -  PALO                                     192 20 27.3
 DV2111
 DV2111|---------------------------------------------------------------------|
 DV2111| PID    Reference Object                     Distance      Geod. Az  |
 DV2111|                                                           dddmmss.s |
 DV2111| DV2109 PALO                                APPROX.12.1 KM 1914244.7 |
 DV2111|---------------------------------------------------------------------|
 DV2111
 DV2111                          SUPERSEDED SURVEY CONTROL
 DV2111
 DV2111  NAD 83(1986)-  33 08 00.09537(N)    112 08 59.12887(W) AD(       ) 1
 DV2111  NAD 27      -  33 07 59.91527(N)    112 08 56.60333(W) AD(       ) 1
 DV2111  NGVD 29 (07/19/86)  568.4    (m)         1865.     (f) VERT ANG    3  
 DV2111
 DV2111.Superseded values are not recommended for survey control.
 DV2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2111.See file dsdata.txt to determine how the superseded data were derived.
 DV2111
 DV2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9275366660(NAD 83)
 DV2111_MARKER: DD = SURVEY DISK
 DV2111_SETTING: 80 = SET IN A BOULDER
 DV2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2111+STABILITY: SURFACE MOTION
 DV2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2111+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV2111
 DV2111  HISTORY     - Date     Condition        Report By
 DV2111  HISTORY     - 1948     MONUMENTED       AMS
 DV2111  HISTORY     - 20071223 GOOD             GEOCAC
 DV2111
 DV2111                          STATION DESCRIPTION
 DV2111
 DV2111'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1948
 DV2111'T-3-S.  R-2-E.  NEAR SOUTHWEST CORNER OF SECTION 27.
 DV2111'
 DV2111'THE STATION MARK IS A CORPS OF ENGINEERS TRIANGULATION STATION
 DV2111'DISK CEMENTED IN THE TOP OF A LARGE BOULDER AND STAMPED MONTEZUMA
 DV2111'HEAD 1948.
 DV2111'
 DV2111'THE STATION MARK IS LOCATED ON SECOND PEAK OF AN EAST-WEST
 DV2111'RIDGE ABOUT 300 FEET WEST OF A PROMINENT PEAK KNOWN AS MONTEZUMAS
 DV2111'HEAD, AND IS ABOUT 20 MINUTE PACK ON FOOT.
 DV2111'
 DV2111'TO REACH FROM THE POST OFFICE AT LAVEEN, ARIZONA GO SOUTH
 DV2111'ALONG BLACK TOP ROAD FOR 6.5 MILES TO A FORK.  TAKE RIGHT FORK
 DV2111'AND FOLLOW MAIN ROAD FOR 10.90 MILES TO A PEAK ON THE RIGHT
 DV2111'SIDE OF THE ROAD AND THE STATION SITE.
 DV2111
 DV2111                          STATION RECOVERY (2007)
 DV2111
 DV2111'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0340 ***********************************************************************
 GQ0340  DESIGNATION -  MONUMENT ON LOW BUTTE
 GQ0340  PID         -  GQ0340
 GQ0340  STATE/COUNTY-  AZ/MOHAVE
 GQ0340  USGS QUAD   -  HEATON KNOLLS (1988)
 GQ0340
 GQ0340                         *CURRENT SURVEY CONTROL
 GQ0340  ___________________________________________________________________
 GQ0340* NAD 83(1992)-  36 36 44.08652(N)    112 59 19.77575(W)     ADJUSTED  
 GQ0340* NAVD 88     -              **(meters)            **(feet)            
 GQ0340  ___________________________________________________________________
 GQ0340  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GQ0340  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GQ0340  HORZ ORDER  -  THIRD
 GQ0340
 GQ0340.The horizontal coordinates were established by classical geodetic methods
 GQ0340.and adjusted by the National Geodetic Survey in June 1998.
 GQ0340
 GQ0340
 GQ0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0340
 GQ0340.The geoid height was determined by GEOID03.
 GQ0340
 GQ0340;                    North         East     Units Scale Factor Converg.
 GQ0340;SPC AZ W     -   622,734.321   281,451.847   MT  0.99999044   +0 27 14.3
 GQ0340;SPC AZ W     - 2,043,091.60    923,398.45   iFT  0.99999044   +0 27 14.3
 GQ0340;UTM  12      - 4,053,700.466   322,137.122   MT  0.99998976   -1 11 11.2
 GQ0340
 GQ0340                          SUPERSEDED SURVEY CONTROL
 GQ0340
 GQ0340  NAD 83(1992)-  36 36 44.08652(N)    112 59 19.77575(W) AD(       ) 4
 GQ0340  NAD 83(1986)-  36 36 44.08229(N)    112 59 19.77326(W) AD(       ) 4
 GQ0340  NAD 27      -  36 36 44.13800(N)    112 59 17.02000(W) AD(       ) 3
 GQ0340
 GQ0340.Superseded values are not recommended for survey control.
 GQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0340.See file dsdata.txt to determine how the superseded data were derived.
 GQ0340
 GQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2213753700(NAD 83)
 GQ0340_MARKER: 72 = CAIRN
 GQ0340
 GQ0340  HISTORY     - Date     Condition        Report By
 GQ0340  HISTORY     - 1953     FIRST OBSERVED   CGS
 GQ0340
 GQ0340                          STATION DESCRIPTION
 GQ0340
 GQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0340'THE STATION IS ABOUT 36 MILE SOUTHWEST OF FREDONIA, 27 MILES
 GQ0340'SOUTH OF SHORT CREEK AND ABOUT 3 MILES SOUTHWEST OF THE NORTH
 GQ0340'END AND HIGHEST POINT OF A LOW, SHORT, NORTH-SOUTH RIM THAT
 GQ0340'FACES THE EAST SIDE OF THE VALLEY FORMED BY LYDEL WASH.
 GQ0340'
 GQ0340'THE STATION IS A SYMMETRICALLY ERECTED CAIRN, 6 FEET HIGH
 GQ0340'AND 3 FEET SQUARE, ON A SMALL BUTTE ABOUT 40 FEET HIGH AND
 GQ0340'300 FEET LONG, WHICH IS ONE OF SEVERAL SMALL BUTTES IN THE
 GQ0340'VALLEY FORMED BY LYDEL WASH.  THE TOP OF THE CAIRN WAS THE POINT
 GQ0340'INTERSECTED.
 GQ0340'
 GQ0340'TO REACH FROM THE ARIZONA STATE INSPECTION STATION IN FREDONIA
 GQ0340'GO NORTH ON U.S. HIGHWAY 89 FOR 0.05 MILE TO A ROAD INTERSECTION.
 GQ0340'TURN LEFT AND GO WEST FOR 8.4 MILES TO A JUNCTION.  TAKE THE LEFT
 GQ0340'FORK AND CONTINUE SOUTH AND SOUTHWEST FOR 19.9 MILES TO A FORK
 GQ0340'ON THE RIGHT, AT THE SOUTH SIDE OF A CATTLE GUARD.  TURN
 GQ0340'RIGHT AND CONTINUE SOUTHWEST FOR 5.5 MILES TO A DIM FORK
 GQ0340'ON THE RIGHT, JUST BEFORE CROSSING A RIDGE.  BEAR RIGHT AND
 GQ0340'CONTINUE SOUTHWEST FOR 0.4 MILE TO A CROSS ROAD.  CONTINUE
 GQ0340'STRAIGHT AHEAD FOR 1.0 MILE TO A GATE.  PASS THROUGH GATE
 GQ0340'AND CONTINUE SOUTHWEST FOR 2.2 MILES TO A GATE.  PASS
 GQ0340'THROUGH GATE AND TURN RIGHT, NORTHWEST, AND FOLLOW DIM
 GQ0340'TRACKS ALONG THE SOUTHWEST SIDE OF THE FENCE FOR 0.8 MILE.
 GQ0340'TURN LEFT AND GO WEST ACROSS COUNTRY FOR 1.1 MILE TO
 GQ0340'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1750 ***********************************************************************
 CZ1750  DESIGNATION -  MOODY
 CZ1750  PID         -  CZ1750
 CZ1750  STATE/COUNTY-  AZ/GRAHAM
 CZ1750  USGS QUAD   -  TRIPP CANYON (1972)
 CZ1750
 CZ1750                         *CURRENT SURVEY CONTROL
 CZ1750  ___________________________________________________________________
 CZ1750* NAD 83(1992)-  32 51 14.44953(N)    110 05 37.93696(W)     ADJUSTED  
 CZ1750* NAVD 88     -      1286.03   (+/-2cm)    4219.3    (feet)  VERTCON   
 CZ1750  ___________________________________________________________________
 CZ1750  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 CZ1750  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CZ1750  HORZ ORDER  -  FIRST
 CZ1750  VERT ORDER  -  THIRD (See Below)
 CZ1750
 CZ1750.The horizontal coordinates were established by classical geodetic methods
 CZ1750.and adjusted by the National Geodetic Survey in August 1993.
 CZ1750
 CZ1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1750.The vertical order pertains to the NGVD 29 superseded value.
 CZ1750
 CZ1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1750
 CZ1750.The geoid height was determined by GEOID03.
 CZ1750
 CZ1750;                    North         East     Units Scale Factor Converg.
 CZ1750;SPC AZ E     -   205,565.174   220,173.454   MT  0.99990057   +0 02 22.2
 CZ1750;SPC AZ E     -   674,426.42    722,353.85   iFT  0.99990057   +0 02 22.2
 CZ1750;UTM  12      - 3,635,466.824   584,787.351   MT  0.99968864   +0 29 29.8
 CZ1750
 CZ1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1750!SPC AZ E     -   0.99980233  x   0.99990057  =   0.99970292
 CZ1750!UTM  12      -   0.99980233  x   0.99968864  =   0.99949104
 CZ1750
 CZ1750|---------------------------------------------------------------------|
 CZ1750| PID    Reference Object                     Distance      Geod. Az  |
 CZ1750|                                                           dddmmss.s |
 CZ1750| CC6960 MOODY RM 1                            5.851 METERS 07248     |
 CZ1750| CC6959 MOODY AZ MK                                        1015641.1 |
 CZ1750| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.22.5 KM 1343311.3 |
 CZ1750| CC6961 MOODY RM 2                            5.925 METERS 17139     |
 CZ1750|---------------------------------------------------------------------|
 CZ1750
 CZ1750                          SUPERSEDED SURVEY CONTROL
 CZ1750
 CZ1750  NAD 83(1986)-  32 51 14.44555(N)    110 05 37.93650(W) AD(       ) 1
 CZ1750  NAD 27      -  32 51 14.21200(N)    110 05 35.63800(W) AD(       ) 1
 CZ1750  NGVD 29 (07/19/86) 1285.32   (m)         4216.9    (f) LEVELING    3  
 CZ1750
 CZ1750.Superseded values are not recommended for survey control.
 CZ1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1750.See file dsdata.txt to determine how the superseded data were derived.
 CZ1750
 CZ1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8478735467(NAD 83)
 CZ1750_MARKER: DS = TRIANGULATION STATION DISK
 CZ1750_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CZ1750_SP_SET: PREFAB CONC. POST IN EARTH
 CZ1750_STAMPING: MOODY 1946
 CZ1750_MARK LOGO: CGS   
 CZ1750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1750+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1972
 CZ1750
 CZ1750  HISTORY     - Date     Condition        Report By
 CZ1750  HISTORY     - 1946     MONUMENTED       CGS
 CZ1750  HISTORY     - 1946     GOOD             CGS
 CZ1750  HISTORY     - 19720207 GOOD             USGS
 CZ1750
 CZ1750                          STATION DESCRIPTION
 CZ1750
 CZ1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1750'THE STATION IS LOCATED ON A SMALL KNOLL AT THE FORK OF THE
 CZ1750'KLONDYKE-PIMA ROAD AND THE TRIPP CANYON ROAD INTO THE CROOK
 CZ1750'NATIONAL FOREST.  IT IS LOCATED BY APPROXIMATE AIRLINE DISTANCES
 CZ1750'AT 14-1/2 MILES W OF PIMA AND 15-1/2 MILES E OF KLONDYKE.
 CZ1750'
 CZ1750'TO REACH FROM THE PUBLIC SCHOOL IN PIMA, GO W ON U.S. HIGHWAY
 CZ1750'70 FOR 6 MILES TO JUNCTION OF U.S. HIGHWAY 70 AND PIMA-KLONDYKE
 CZ1750'ROAD AND SIGNS READING FORT GRANT 46, ARAVAIPA 47.  HERE
 CZ1750'TURN LEFT AS PER SIGNS CROSSING RAILROAD TRACKS AND GO 0.9
 CZ1750'MILE TO CATTLE GUARD.  CROSS AND CONTINUE ON MAIN TRAVELED ROAD
 CZ1750'FOR 12.95 MILES TO BACK FORK AND SMALL KNOLL ON THE LEFT.  THE
 CZ1750'BACK FORK IS THE TRIPP CANYON ROAD TO THE CROOK NATIONAL
 CZ1750'FOREST.  THE STATION IS ON THE TOP OF THE KNOLL APPROXIMATELY
 CZ1750'100 FEET ABOVE THE SURROUNDING GROUND.
 CZ1750'
 CZ1750'THE STATION IS A BRONZE STATION DISK, STAMPED MOODY 1946, AND
 CZ1750'SET IN AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 CZ1750'3 INCHES ABOVE THE GROUND.  IT IS LOCATED 381 FEET ESE OF THE
 CZ1750'FORK AND 182 FEET SSE OF THE CENTER OF THE PIMA-KLONDYKE
 CZ1750'ROAD.  IT IS 103 FEET ENE OF THE CENTER OF THE TRIPP CANYON
 CZ1750'ROAD INTO THE CROOK NATIONAL FOREST AND 14 FEET E OF A 4- BY
 CZ1750'4-INCH WHITE WOODEN WITNESS POST.  UNDERGROUND MARK IS A
 CZ1750'BRONZE STATION DISK IN CONCRETE.
 CZ1750'
 CZ1750'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED MOODY NO
 CZ1750'1 1946, AND SET IN AN 8-INCH-SQUARE CONCRETE POST THAT PROJECTS
 CZ1750'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 12-INCHES
 CZ1750'LOWER THAN THE STATION.
 CZ1750'
 CZ1750'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED MOODY NO
 CZ1750'2 1946, AND SET IN AN 8-INCH-SQUARE CONCRETE POST THAT PROJECTS
 CZ1750'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 14
 CZ1750'INCHES LOWER THAN THE STATION.
 CZ1750'
 CZ1750'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED MOODY 1946, AND
 CZ1750'SET IN A 10-INCH-SQUARE CONCRETE POST THAT PROJECTS ABOUT
 CZ1750'2 INCHES ABOVE THE GROUND.  IT IS LOCATED 51 FEET SW OF THE
 CZ1750'CENTER OF THE TRIPP CANYON ROAD INTO THE CROOK NATIONAL FOREST
 CZ1750'AND 3 FEET SW OF A 4- BY 4-INCH WHITE WITNESS POST.  TO REACH
 CZ1750'FROM STATION, GO E ON THE TRIPP CANYON ROAD 0.7 MILE TO AZIMUTH
 CZ1750'MARK ON THE RIGHT.
 CZ1750'
 CZ1750'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1750
 CZ1750                          STATION RECOVERY (1946)
 CZ1750
 CZ1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 CZ1750'RECOVERED IN GOOD CONDITION.
 CZ1750
 CZ1750                          STATION RECOVERY (1972)
 CZ1750
 CZ1750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CZ1750'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CZ1750'ALONG U S HIGHWAY 70, THENCE 13.1 MILES SOUTHWEST ALONG A GRADED
 CZ1750'ROAD, ON A PROMINENT SMALL TOP, 400 FEET EAST OF A JUNCTION WITH A
 CZ1750'ROAD SOUTHEAST TO TRIPP CANYON, 190 FEET SOUTH OF THE GRADED (MAIN)
 CZ1750'ROAD, ABOUT 110 FEET NORTHEAST OF THE TRIPP CANYON ROAD, IN A
 CZ1750'CONCRETE POST PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0923 ***********************************************************************
 ET0923  DESIGNATION -  MOORE
 ET0923  PID         -  ET0923
 ET0923  STATE/COUNTY-  AZ/YAVAPAI
 ET0923  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0923
 ET0923                         *CURRENT SURVEY CONTROL
 ET0923  ___________________________________________________________________
 ET0923* NAD 83(1992)-  34 02 18.69895(N)    112 04 06.11901(W)     ADJUSTED  
 ET0923* NAVD 88     -       969.7    (meters)    3181.     (feet)  VERTCON   
 ET0923  ___________________________________________________________________
 ET0923  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 ET0923  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 ET0923  HORZ ORDER  -  SECOND
 ET0923
 ET0923.The horizontal coordinates were established by classical geodetic methods
 ET0923.and adjusted by the National Geodetic Survey in August 1993.
 ET0923
 ET0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0923
 ET0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0923
 ET0923.The geoid height was determined by GEOID03.
 ET0923
 ET0923;                    North         East     Units Scale Factor Converg.
 ET0923;SPC AZ C     -   336,937.376   199,352.978   MT  0.99990242   -0 05 05.7
 ET0923;SPC AZ C     - 1,105,437.59    654,045.20   iFT  0.99990242   -0 05 05.7
 ET0923;UTM  12      - 3,766,942.540   401,381.093   MT  0.99971989   -0 35 53.0
 ET0923
 ET0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0923!SPC AZ C     -   0.99985219  x   0.99990242  =   0.99975463
 ET0923!UTM  12      -   0.99985219  x   0.99971989  =   0.99957212
 ET0923
 ET0923                          SUPERSEDED SURVEY CONTROL
 ET0923
 ET0923  NAD 83(1986)-  34 02 18.69304(N)    112 04 06.12190(W) AD(       ) 2
 ET0923  NAD 27      -  34 02 18.56600(N)    112 04 03.54700(W) AD(       ) 2
 ET0923  NGVD 29 (07/19/86)  969.0    (m)         3179.     (f) VERT ANG    3  
 ET0923
 ET0923.Superseded values are not recommended for survey control.
 ET0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0923.See file dsdata.txt to determine how the superseded data were derived.
 ET0923
 ET0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0138166943(NAD 83)
 ET0923_MARKER: DS = TRIANGULATION STATION DISK
 ET0923_SETTING: 66 = SET IN ROCK OUTCROP
 ET0923_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0923+STABILITY: POSITION/ELEVATION WELL
 ET0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0923+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 ET0923
 ET0923  HISTORY     - Date     Condition        Report By
 ET0923  HISTORY     - 1924     MONUMENTED       CGS
 ET0923  HISTORY     - 1955     MARK NOT FOUND   CGS
 ET0923  HISTORY     - 20060422 GOOD             GEOCAC
 ET0923
 ET0923                          STATION DESCRIPTION
 ET0923
 ET0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0923'ABOUT 40 MILES NORTH OF PHOENIX, 4 MILES EAST OF THE BLACK CANYON
 ET0923'ROAD, ONE-HALF MILE WEST OF MOORES GULCH, ON THE DIVIDE BETWEEN
 ET0923'MOORES GULCH AND LITTLE SQUAW CREEK, AND ABOUT 120 YARDS
 ET0923'NORTH OF THE MARICOPA-YAVAPAI COUNTY LINE.  STATION IS ON
 ET0923'A ROUNDED SPUR, THERE BEING TWO HIGHER-ROUNDED HILLS ONE-HALF
 ET0923'MILE NORTHEAST.  MARKED BY A STANDARD BRONZE DISK.
 ET0923
 ET0923                          STATION RECOVERY (1955)
 ET0923
 ET0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0923'THE STATION WAS SEARCHED FOR BUT WAS NOT FOUND.  THE OLD
 ET0923'DESCRIPTION HAS BECOME OBSOLETE.  THE MARK IS PROBABLY STILL
 ET0923'IN PLACE AND COULD BE RECOVERED BY MORE EXTENSIVE SURVEY
 ET0923'METHODS.
 ET0923
 ET0923                          STATION RECOVERY (2006)
 ET0923
 ET0923'RECOVERY NOTE BY GEOCACHING 2006 (SJK)
 ET0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0866 ***********************************************************************
 FR0866  DESIGNATION -  MOORE
 FR0866  PID         -  FR0866
 FR0866  STATE/COUNTY-  AZ/COCONINO
 FR0866  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0866
 FR0866                         *CURRENT SURVEY CONTROL
 FR0866  ___________________________________________________________________
 FR0866* NAD 83(1992)-  35 17 28.88458(N)    112 09 37.02805(W)     ADJUSTED  
 FR0866* NAVD 88     -      2251.3    (meters)    7386.     (feet)  VERTCON   
 FR0866  ___________________________________________________________________
 FR0866  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 FR0866  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FR0866  HORZ ORDER  -  SECOND
 FR0866
 FR0866.The horizontal coordinates were established by classical geodetic methods
 FR0866.and adjusted by the National Geodetic Survey in August 1993.
 FR0866
 FR0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0866
 FR0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0866
 FR0866.The geoid height was determined by GEOID03.
 FR0866
 FR0866;                    North         East     Units Scale Factor Converg.
 FR0866;SPC AZ C     -   475,922.272   191,201.788   MT  0.99990605   -0 08 26.7
 FR0866;SPC AZ C     - 1,561,424.78    627,302.45   iFT  0.99990605   -0 08 26.7
 FR0866;UTM  12      - 3,905,971.432   394,496.271   MT  0.99973718   -0 40 13.4
 FR0866
 FR0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0866!SPC AZ C     -   0.99965047  x   0.99990605  =   0.99955655
 FR0866!UTM  12      -   0.99965047  x   0.99973718  =   0.99938774
 FR0866
 FR0866:                Primary Azimuth Mark                     Grid Az
 FR0866:SPC AZ C     -  SCRUB                                    082 28 50.1
 FR0866:UTM  12      -  SCRUB                                    083 00 36.8
 FR0866
 FR0866|---------------------------------------------------------------------|
 FR0866| PID    Reference Object                     Distance      Geod. Az  |
 FR0866|                                                           dddmmss.s |
 FR0866| FR0858 SCRUB                               APPROX. 5.0 KM 0822023.4 |
 FR0866| CH3719 MOORE RM 1                            4.604 METERS 17100     |
 FR0866| CH3720 MOORE RM 2                            4.191 METERS 26257     |
 FR0866|---------------------------------------------------------------------|
 FR0866
 FR0866                          SUPERSEDED SURVEY CONTROL
 FR0866
 FR0866  NAD 83(1986)-  35 17 28.88233(N)    112 09 37.02434(W) AD(       ) 2
 FR0866  NAD 27      -  35 17 28.83960(N)    112 09 34.43150(W) AD(       ) 2
 FR0866  NGVD 29 (07/19/86) 2250.3    (m)         7383.     (f) VERT ANG    3  
 FR0866
 FR0866.Superseded values are not recommended for survey control.
 FR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0866.See file dsdata.txt to determine how the superseded data were derived.
 FR0866
 FR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9449605971(NAD 83)
 FR0866_MARKER: DS = TRIANGULATION STATION DISK
 FR0866_SETTING: 80 = SET IN A BOULDER
 FR0866_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0866
 FR0866  HISTORY     - Date     Condition        Report By
 FR0866  HISTORY     - 1958     MONUMENTED       CGS
 FR0866  HISTORY     - 1980     GOOD             AZDT
 FR0866
 FR0866                          STATION DESCRIPTION
 FR0866
 FR0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0866'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WILLIAMS
 FR0866'AND 1 MILE WEST OF ARIZONA STATE HIGHWAY 64, ON THE SUMMIT OF
 FR0866'A WOODED HILL.
 FR0866'
 FR0866'TO REACH THE STATION FROM WILLIAMS, GO EAST ON U.S. HIGHWAY
 FR0866'66 AND 89 FOR 2 MILES TO GRAND CANYON JUNCTION, TURN LEFT
 FR0866'ON ARIZONA STATE HIGHWAY 64 AND GO NORTH FOR 1.0 MILE TO A
 FR0866'GRAVELED ROAD ON THE LEFT.  TURN LEFT ACROSS A STOCK GUARD
 FR0866'AND GO WESTERLY FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK AND
 FR0866'GO 0.4 MILE TO A T ROAD, TURN RIGHT AND GO 0.3 MILE TO THE END
 FR0866'OF THE GRAVELED ROAD AT A LARGE RESERVOIR.  TAKE THE TRACK ROAD
 FR0866'ACROSS THE EARTH DAM AT THE WEST END OF THE RESERVOIR AND FOLLOW
 FR0866'IT FOR 0.3 MILE ALONG THE SOUTH SIDE OF AN AREA THAT HAS BEEN
 FR0866'STRIPPED AND CONTOURED TO CONTROL WATER RUNOFF AND TURN RIGHT
 FR0866'BETWEEN THE TREES AT THE WEST END OF THE STRIPPED LAND.
 FR0866'DRIVE NORTHEAST FOR 0.3 MILE TOWARD THE TOP OF THE HILL TO
 FR0866'THE END OF TRUCK TRAVEL.  PACK FOR ABOUT 30 MINUTES TO THE
 FR0866'TOP OF THE HILL AND THE STATION.
 FR0866'
 FR0866'THE STATION MARK IS A STANDARD DISK STAMPED MOORE 1958, SET
 FR0866'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FR0866'
 FR0866'R.M. 1 IS A STANDARD DISK STAMPED MOORE NO 1 1958, SET IN
 FR0866'A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH AND IS 1 FOOT
 FR0866'LOWER THAN THE STATION MARK.
 FR0866'
 FR0866'R.M. 2 IS A STANDARD DISK STAMPED MOORE NO 2 1958, SET IN A
 FR0866'DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 FR0866
 FR0866                          STATION RECOVERY (1980)
 FR0866
 FR0866'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0866'THE STATION MARK AND REFERENCE MARK 1 AND 3 WERE RECOVERED AND FOUND
 FR0866'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0866'
 FR0866'TO REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN WILLIAMS
 FR0866'TRAVEL EAST ALONG US HIGHWAYS 66 AND 89 FOR 2.1 MILES TO THE GRAND
 FR0866'CANYON JUNCTION.  TURN LEFT ALONG STATE HIGHWAY 64 FOR 1.0 MILE TO A
 FR0866'GRAVEL ROAD ON THE LEFT.  TURN LEFT CROSSING OVER A CATTLE GUARD FOR
 FR0866'0.4 MILE TO A FORK.  TAKE THE RIGHT FORK 0.4 MILE TO A CATTLE GUARD
 FR0866'AND A T ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.27 MILE TO A
 FR0866'FORK, TAKE THE LEFT FORK FOR 0.05 MILE TO A LOCKED GATE.  FROM GATE
 FR0866'PACK ACROSS EARTHEN DAM TO FENCELINE, PACK UP THE SOUTH SLOPE TO THE
 FR0866'TOP THEN NORTHEAST AND THEN NORTHWEST TO THE HIGHEST POINT AND THE
 FR0866'STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2202 ***********************************************************************
 DU2202  DESIGNATION -  MOOREN
 DU2202  PID         -  DU2202
 DU2202  STATE/COUNTY-  AZ/MARICOPA
 DU2202  USGS QUAD   -  FORT MC DOWELL (1978)
 DU2202
 DU2202                         *CURRENT SURVEY CONTROL
 DU2202  ___________________________________________________________________
 DU2202* NAD 83(1992)-  33 44 26.93281(N)    111 40 08.34978(W)     ADJUSTED  
 DU2202* NAVD 88     -       480.6    (meters)    1577.     (feet)  VERTCON   
 DU2202  ___________________________________________________________________
 DU2202  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DU2202  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DU2202  HORZ ORDER  -  SECOND
 DU2202
 DU2202.The horizontal coordinates were established by classical geodetic methods
 DU2202.and adjusted by the National Geodetic Survey in August 1993.
 DU2202
 DU2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2202
 DU2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2202
 DU2202.The geoid height was determined by GEOID03.
 DU2202
 DU2202;                    North         East     Units Scale Factor Converg.
 DU2202;SPC AZ C     -   303,935.427   236,308.915   MT  0.99990649   +0 08 15.3
 DU2202;SPC AZ C     -   997,163.47    775,291.72   iFT  0.99990649   +0 08 15.3
 DU2202;UTM  12      - 3,733,619.570   438,033.044   MT  0.99964734   -0 22 17.7
 DU2202
 DU2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2202!SPC AZ C     -   0.99992910  x   0.99990649  =   0.99983559
 DU2202!UTM  12      -   0.99992910  x   0.99964734  =   0.99957646
 DU2202
 DU2202|---------------------------------------------------------------------|
 DU2202| PID    Reference Object                     Distance      Geod. Az  |
 DU2202|                                                           dddmmss.s |
 DU2202| CH5973 MOOREN RM 1                           9.396 METERS 24126     |
 DU2202| CH5972 MOOREN AZ MK                                       3203401.7 |
 DU2202| CH5974 MOOREN RM 2                           9.766 METERS 33918     |
 DU2202|---------------------------------------------------------------------|
 DU2202
 DU2202                          SUPERSEDED SURVEY CONTROL
 DU2202
 DU2202  NAD 83(1986)-  33 44 26.92723(N)    111 40 08.35424(W) AD(       ) 2
 DU2202  NAD 27      -  33 44 26.76600(N)    111 40 05.86000(W) AD(       ) 2
 DU2202  NGVD 29 (07/19/86)  480.0    (m)         1575.     (f) VERT ANG    3  
 DU2202
 DU2202.Superseded values are not recommended for survey control.
 DU2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2202.See file dsdata.txt to determine how the superseded data were derived.
 DU2202
 DU2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3803333620(NAD 83)
 DU2202_MARKER: DS = TRIANGULATION STATION DISK
 DU2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2202
 DU2202  HISTORY     - Date     Condition        Report By
 DU2202  HISTORY     - 1946     MONUMENTED       CGS
 DU2202  HISTORY     - 1967     GOOD             AMS
 DU2202  HISTORY     - 20080528 MARK NOT FOUND   GEOCAC
 DU2202
 DU2202                          STATION DESCRIPTION
 DU2202
 DU2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2202'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 7-1/2 MILES
 DU2202'NORTH OF FORT MC DOWELL AND 17 MILES EAST-SOUTHEAST OF CAVE
 DU2202'CREEK.  IT IS IN THE TONTO NATIONAL FOREST, ABOUT 3/4 MILES
 DU2202'WEST OF THE VERDE RIVER, IN SOUTHWEST ANGLE OF CROSSROADS.
 DU2202'SIGN AT CROSSROADS INDICATES MOORE RANCH 1/2 MILE EAST AND
 DU2202'GAUGING STATION 2-1/2 MILES NORTH.
 DU2202'
 DU2202'TO REACH FROM THE VALLEY NATIONAL BANK IN MESA, GO WEST 0.3
 DU2202'MILE AND TURN RIGHT ON NORTH MESA BLVD.  FOLLOW THIS PAVED
 DU2202'STREET AND ROAD NORTHERLY 3.8 MILES TO GRAVEL ROAD RIGHT JUST
 DU2202'AFTER MAKING A LEFT CURVE.  TURN RIGHT AND FOLLOW GRAVEL ROAD
 DU2202'NORTHERLY 2.1 MILES TO CROSSROADS.  TURN RIGHT AND FOLLOW
 DU2202'MAIN ROAD 2.6 MILES TO CANAL LOCKS.  CONTINUE EASTERLY ON
 DU2202'MAIN ROAD 3.7 MILES TO BRIDGE OVER CANAL.  CROSS BRIDGE AND
 DU2202'FOLLOW MAIN ROAD 8.8 MILES TO FORK IN WASH.  TAKE RIGHT FORK
 DU2202'1.9 MILES.  KEEP STRAIGHT AHEAD AT CROSSROAD (ROAD TO LEFT
 DU2202'LEADS TO FORT MC DOWELL AGENCY) FOR 0.1 MILE.  TURN LEFT 50
 DU2202'YARDS TO FORK.  TAKE RIGHT FORK NORTHERLY, KEEPING STRAIGHT
 DU2202'AHEAD AT ALL FORKS, FOLLOWING MAIN TRAVELED ROAD, 3.5
 DU2202'MILES TO FORK.  TAKE LEFT FORK DOWN INTO WASH AND CONTINUE
 DU2202'ON MAIN TRAVELED ROAD 4.3 MILES TO CROSSROADS AND
 DU2202'STATION.
 DU2202'
 DU2202'THE STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 DU2202'DISK, STAMPED MOOREN 1946, SET IN TOP OF SQUARE CONCRETE
 DU2202'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 53 FEET
 DU2202'WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 60 FEET SOUTH OF
 DU2202'EAST-WEST ROAD, 114 FEET SOUTH OF LONE TREE IN NORTH WYE
 DU2202'OF INTERSECTION AND 85 FEET SOUTHWEST OF LONE BUSH IN SOUTH
 DU2202'WYE.
 DU2202'
 DU2202'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION.  A
 DU2202'STANDARD REFERENCE MARK DISK, STAMPED MOOREN NO 1 1946, SET
 DU2202'IN TOP OF CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 DU2202'GROUND.  IT IS THE SAME ELEVATION AS STATION MARK.
 DU2202'
 DU2202'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 28 FEET
 DU2202'SOUTH OF THE ROAD.  A STANDARD REFERENCE MARK DISK, STAMPED
 DU2202'MOOREN NO 2 1946, SET IN TOP OF CONCRETE MONUMENT WHICH PROJECTS
 DU2202'2 INCHES ABOVE GROUND.  IT IS THE SAME ELEVATION AS STATION
 DU2202'MARK.
 DU2202'
 DU2202'THE AZIMUTH MARK IS NORTHWEST OF THE STATION.  A STANDARD
 DU2202'AZIMUTH MARK DISK, STAMPED MOOREN 1946, SET IN TOP OF SQUARE
 DU2202'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  AREA
 DU2202'IN VICINITY HEAVILY BRUSHED SO THAT MORE DISTANT LOCATION
 DU2202'OF MARK WAS NOT VISIBLE.
 DU2202
 DU2202                          STATION RECOVERY (1967)
 DU2202
 DU2202'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DU2202'STATION MARK, R.M. 1 AND 2 AND AZIMUTH MARK RECOVERED IN GOOD
 DU2202'CONDITION.
 DU2202
 DU2202                          STATION RECOVERY (2008)
 DU2202
 DU2202'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2202'THE PROPERTY WHERE THIS STATION IS LOCATED HAS BEEN DEVELOPED INTO A
 DU2202'GOLF COURSE. IF THE
 DU2202'STATION AND REFERENCE MARKS WERE NOT DESTROYED DURING CONSTRUCTION,
 DU2202'THEY ARE LIKELY BELOW
 DU2202'GRADE AND WOULD REQUIRE A METAL DETECTOR AND EXCAVATION FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0164 ***********************************************************************
 DV0164  DESIGNATION -  MOP
 DV0164  PID         -  DV0164
 DV0164  STATE/COUNTY-  AZ/MARICOPA
 DV0164  USGS QUAD   -  NEW RIVER (1981)
 DV0164
 DV0164                         *CURRENT SURVEY CONTROL
 DV0164  ___________________________________________________________________
 DV0164* NAD 83(1992)-  33 59 54.94281(N)    112 08 14.90386(W)     ADJUSTED  
 DV0164* NAVD 88     -       629.58   (+/-2cm)    2065.5    (feet)  VERTCON   
 DV0164  ___________________________________________________________________
 DV0164  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 DV0164  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DV0164  HORZ ORDER  -  THIRD
 DV0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0164
 DV0164.The horizontal coordinates were established by classical geodetic methods
 DV0164.and adjusted by the National Geodetic Survey in August 1993.
 DV0164
 DV0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0164.The vertical order pertains to the NGVD 29 superseded value.
 DV0164
 DV0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0164
 DV0164.The geoid height was determined by GEOID03.
 DV0164
 DV0164;                    North         East     Units Scale Factor Converg.
 DV0164;SPC AZ C     -   332,520.022   192,962.512   MT  0.99990513   -0 07 24.5
 DV0164;SPC AZ C     - 1,090,944.95    633,079.11   iFT  0.99990513   -0 07 24.5
 DV0164;UTM  12      - 3,762,583.334   394,952.471   MT  0.99973603   -0 38 10.0
 DV0164
 DV0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0164!SPC AZ C     -   0.99990564  x   0.99990513  =   0.99981078
 DV0164!UTM  12      -   0.99990564  x   0.99973603  =   0.99964169
 DV0164
 DV0164|---------------------------------------------------------------------|
 DV0164| PID    Reference Object                     Distance      Geod. Az  |
 DV0164|                                                           dddmmss.s |
 DV0164| DV0165 MOP RM 2                             10.830 METERS 10344     |
 DV0164| DV1999 CARL                                APPROX. 3.1 KM 1730934.2 |
 DV0164| DV0166 MOP RM 1                             10.251 METERS 34633     |
 DV0164|---------------------------------------------------------------------|
 DV0164
 DV0164                          SUPERSEDED SURVEY CONTROL
 DV0164
 DV0164  NAD 83(1986)-  33 59 54.93747(N)    112 08 14.90688(W) AD(       ) 3
 DV0164  NAD 27      -  33 59 54.81100(N)    112 08 12.33120(W) AD(       ) 3
 DV0164  NGVD 29 (??/??/92)  628.971  (m)         2063.55   (f) ADJ UNCH    2 0
 DV0164
 DV0164.Superseded values are not recommended for survey control.
 DV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0164.See file dsdata.txt to determine how the superseded data were derived.
 DV0164
 DV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9495262583(NAD 83)
 DV0164_MARKER: DS = TRIANGULATION STATION DISK
 DV0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0164_STAMPING: MOP 1958
 DV0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0164+STABILITY: SURFACE MOTION
 DV0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0164+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 DV0164
 DV0164  HISTORY     - Date     Condition        Report By
 DV0164  HISTORY     - 1959     MONUMENTED       CGS
 DV0164  HISTORY     - 1959     GOOD             NGS
 DV0164  HISTORY     - 20070629 GOOD             GEOCAC
 DV0164  HISTORY     - 20080915 GOOD             GEOCAC
 DV0164
 DV0164                          STATION DESCRIPTION
 DV0164
 DV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV0164'THE STATION IS LOCATED ON THE EAST SIDE OF ARIZONA STATE HIGHWAY
 DV0164'69, ABOUT 5 MILES SOUTH OF BLACK CANYON AND 0.5 MILE SOUTH OF
 DV0164'THE BRIDGE OVER MOORE GULCH.
 DV0164'
 DV0164'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON,
 DV0164'GO SOUTHWARD ON ARIZONA STATE HIGHWAY 69 FOR 5.1 MILES TO A
 DV0164'METAL GATE AT THE SOUTH END OF A HIGHWAY CUT.  TURN LEFT OFF
 DV0164'THE PAVEMENT AND LEFT AT THE GATE, FOLLOWING THE FENCE
 DV0164'NORTH TO THE 7TH FENCEPOST NORTH OF THE GATE AND THE STATION.
 DV0164'
 DV0164'THE STATION MARK IS A STANDARD DISK STAMPED MOP 1958, SET IN
 DV0164'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES.  IT IS
 DV0164'ABOUT 150 FEET EAST OF ARIZONA STATE HIGHWAY 69, 4.9 FEET
 DV0164'SOUTHWEST OF A WITNESS POST AND 4.5 FEET WEST OF A WIRE FENCE.
 DV0164'
 DV0164'R.M. 1 IS A STANDARD DISK STAMPED MOP 1958, SET IN THE TOP OF
 DV0164'A CONCRETE CYLINDER THAT PROJECTS 5 INCHES.  IT IS 30.8 FEET
 DV0164'NORTH OF THE WITNESS POST AND 2 FEET WEST OF THE FENCE.
 DV0164'
 DV0164'R.M. 2 IS A STANDARD DISK STAMPED MOP NO 2 1958, SET IN THE
 DV0164'TOP OF A CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.  IT
 DV0164'IS 33.8 FEET SOUTHEAST OF THE WITNESS POST.
 DV0164'
 DV0164'TRIANGULATION STATION CARL CAN BE USED AS AN AZIMUTH MARK.
 DV0164'(SEE DESCRIPTION THEREOF.)
 DV0164
 DV0164                          STATION RECOVERY (1959)
 DV0164
 DV0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0164'5.1 MI S FROM BLACK CANYON.
 DV0164'5.1 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0164'CANYON, TO THE SOUTH END OF A HIGHWAY CUT, ABOUT 150 FEET EAST OF THE
 DV0164'HIGHWAY, 4.5 FEET WEST OF THE FENCE, 5 FEET SOUTHWEST OF THE WITNESS
 DV0164'POST, SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES.
 DV0164
 DV0164                          STATION RECOVERY (2007)
 DV0164
 DV0164'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0164'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV0164'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV0164'THERE WAS NO WITNESS POST OR FENCE IN THE AREA.
 DV0164' 
 DV0164'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0164'AND NEW RIVER ROAD, TRAVEL SOUTH ON INTERSTATE 17 FOR 4.1 MILES TO AN
 DV0164'UNIMPROVED PARKING AREA ON THE RIGHT THAT IS JUST SOUTH OF THE END OF
 DV0164'THE GUARD RAIL AND PAST A SMALL HILL ON THE LEFT. PARK AND PACK NORTH
 DV0164'ON INTERSTATE 17 SOUTH FOR 0.1 MILES THEN ACROSS INTERSTATE 17 SOUTH
 DV0164'AND UP THE HILL TO THE STATION.
 DV0164
 DV0164                          STATION RECOVERY (2008)
 DV0164
 DV0164'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV0164'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0166 ***********************************************************************
 DV0166  DESIGNATION -  MOP RM 1
 DV0166  PID         -  DV0166
 DV0166  STATE/COUNTY-  AZ/MARICOPA
 DV0166  USGS QUAD   -  NEW RIVER (1981)
 DV0166
 DV0166                         *CURRENT SURVEY CONTROL
 DV0166  ___________________________________________________________________
 DV0166* NAD 83(1986)-  33 59 54.     (N)    112 08 15.     (W)     SCALED    
 DV0166* NAVD 88     -       629.57   (+/-2cm)    2065.5    (feet)  VERTCON   
 DV0166  ___________________________________________________________________
 DV0166  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DV0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0166
 DV0166.The horizontal coordinates were scaled from a topographic map and have
 DV0166.an estimated accuracy of +/- 6 seconds.
 DV0166
 DV0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0166.The vertical order pertains to the NGVD 29 superseded value.
 DV0166
 DV0166.The geoid height was determined by GEOID03.
 DV0166
 DV0166;                    North         East    Units  Estimated Accuracy
 DV0166;SPC AZ C     -   332,490.      192,960.      MT  (+/- 180 meters Scaled)
 DV0166
 DV0166                          SUPERSEDED SURVEY CONTROL
 DV0166
 DV0166  NGVD 29 (??/??/92)  628.961  (m)         2063.52   (f) ADJ UNCH    2 0
 DV0166
 DV0166.Superseded values are not recommended for survey control.
 DV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0166.See file dsdata.txt to determine how the superseded data were derived.
 DV0166
 DV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC949625(NAD 83)
 DV0166_MARKER: DR = REFERENCE MARK DISK
 DV0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0166_STAMPING: MOP NO 1 1958
 DV0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0166+STABILITY: SURFACE MOTION
 DV0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0166+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 DV0166
 DV0166  HISTORY     - Date     Condition        Report By
 DV0166  HISTORY     - 1958     MONUMENTED       CGS
 DV0166  HISTORY     - 1959     GOOD             NGS
 DV0166  HISTORY     - 20070629 GOOD             GEOCAC
 DV0166  HISTORY     - 20080915 GOOD             GEOCAC
 DV0166
 DV0166                          STATION DESCRIPTION
 DV0166
 DV0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0166'5.1 MI S FROM BLACK CANYON.
 DV0166'5.1 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0166'CANYON, TO THE SOUTH END OF A HIGHWAY CUT, ABOUT 150 FEET EAST OF THE
 DV0166'HIGHWAY, 30.8 FEET NORTH OF THE WITNESS POST, 2 FEET WEST OF THE
 DV0166'FENCE, SET IN THE TOP OF A CONCRETE CYLINDER POST THAT PROJECTS 5
 DV0166'INCHES.
 DV0166
 DV0166                          STATION RECOVERY (2007)
 DV0166
 DV0166'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0166'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DV0166'COORDINATES
 DV0166'33 59 55.2 (N)   112 08 15.0 (W)  (NAD 83).
 DV0166' 
 DV0166'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0166'AND NEW RIVER ROAD, TRAVEL SOUTH ON INTERSTATE 17 FOR 4.1 MILES TO AN
 DV0166'UNIMPROVED PARKING AREA ON THE RIGHT THAT IS JUST SOUTH OF THE END OF
 DV0166'THE GUARD RAIL AND PAST A SMALL HILL ON THE LEFT. PARK AND PACK NORTH
 DV0166'ON INTERSTATE 17 SOUTH FOR 0.1 MILES THEN ACROSS INTERSTATE 17 SOUTH
 DV0166'AND UP THE HILL TO THE STATION.
 DV0166
 DV0166                          STATION RECOVERY (2008)
 DV0166
 DV0166'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV0166'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0165 ***********************************************************************
 DV0165  DESIGNATION -  MOP RM 2
 DV0165  PID         -  DV0165
 DV0165  STATE/COUNTY-  AZ/MARICOPA
 DV0165  USGS QUAD   -  NEW RIVER (1981)
 DV0165
 DV0165                         *CURRENT SURVEY CONTROL
 DV0165  ___________________________________________________________________
 DV0165* NAD 83(1986)-  33 59 54.     (N)    112 08 15.     (W)     SCALED    
 DV0165* NAVD 88     -       629.51   (+/-2cm)    2065.3    (feet)  VERTCON   
 DV0165  ___________________________________________________________________
 DV0165  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DV0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0165
 DV0165.The horizontal coordinates were scaled from a topographic map and have
 DV0165.an estimated accuracy of +/- 6 seconds.
 DV0165
 DV0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0165.The vertical order pertains to the NGVD 29 superseded value.
 DV0165
 DV0165.The geoid height was determined by GEOID03.
 DV0165
 DV0165;                    North         East    Units  Estimated Accuracy
 DV0165;SPC AZ C     -   332,490.      192,960.      MT  (+/- 180 meters Scaled)
 DV0165
 DV0165                          SUPERSEDED SURVEY CONTROL
 DV0165
 DV0165  NGVD 29 (??/??/92)  628.894  (m)         2063.30   (f) ADJ UNCH    2 0
 DV0165
 DV0165.Superseded values are not recommended for survey control.
 DV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0165.See file dsdata.txt to determine how the superseded data were derived.
 DV0165
 DV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC949625(NAD 83)
 DV0165_MARKER: DR = REFERENCE MARK DISK
 DV0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0165_STAMPING: MOP NO 2 1958
 DV0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0165+STABILITY: SURFACE MOTION
 DV0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0165+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 DV0165
 DV0165  HISTORY     - Date     Condition        Report By
 DV0165  HISTORY     - 1958     MONUMENTED       CGS
 DV0165  HISTORY     - 1959     GOOD             NGS
 DV0165  HISTORY     - 20070629 GOOD             GEOCAC
 DV0165  HISTORY     - 20080915 GOOD             GEOCAC
 DV0165
 DV0165                          STATION DESCRIPTION
 DV0165
 DV0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0165'5.1 MI S FROM BLACK CANYON.
 DV0165'5.1 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0165'CANYON, TO THE SOUTH END OF A HIGHWAY CUT, ABOUT 150 FEET EAST OF THE
 DV0165'HIGHWAY, 33.8 FEET SOUTHEAST OF THE WITNESS POST, SET IN THE TOP OF A
 DV0165'CONCRETE CYLINDER POST THAT IS FLUSH WITH THE GROUND.
 DV0165
 DV0165                          STATION RECOVERY (2007)
 DV0165
 DV0165'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0165'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DV0165'COORDINATES
 DV0165'33 59 54.8 (N)   112 08 14.6 (W)  (NAD 83).
 DV0165' 
 DV0165'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0165'AND NEW RIVER ROAD, TRAVEL SOUTH ON INTERSTATE 17 FOR 4.1 MILES TO AN
 DV0165'UNIMPROVED PARKING AREA ON THE RIGHT THAT IS JUST SOUTH OF THE END OF
 DV0165'THE GUARD RAIL AND PAST A SMALL HILL ON THE LEFT. PARK AND PACK NORTH
 DV0165'ON INTERSTATE 17 SOUTH FOR 0.1 MILES THEN ACROSS INTERSTATE 17 SOUTH
 DV0165'AND UP THE HILL TO THE STATION.
 DV0165
 DV0165                          STATION RECOVERY (2008)
 DV0165
 DV0165'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV0165'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0070 ***********************************************************************
 FQ0070  DESIGNATION -  MOQUI
 FQ0070  PID         -  FQ0070
 FQ0070  STATE/COUNTY-  AZ/COCONINO
 FQ0070  USGS QUAD   -  TUCKER MESA (1983)
 FQ0070
 FQ0070                         *CURRENT SURVEY CONTROL
 FQ0070  ___________________________________________________________________
 FQ0070* NAD 83(1992)-  35 03 31.99411(N)    110 47 48.91911(W)     ADJUSTED  
 FQ0070* NAVD 88     -      1502.242  (meters)    4928.61   (feet)  ADJUSTED  
 FQ0070  ___________________________________________________________________
 FQ0070  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FQ0070  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0070  DYNAMIC HT  -        1500.254 (meters)    4922.08  (feet)  COMP
 FQ0070  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 FQ0070
 FQ0070  HORZ ORDER  -  SECOND
 FQ0070  VERT ORDER  -  SECOND    CLASS 0
 FQ0070
 FQ0070.The horizontal coordinates were established by classical geodetic methods
 FQ0070.and adjusted by the National Geodetic Survey in August 1993.
 FQ0070
 FQ0070.The orthometric height was determined by differential leveling
 FQ0070.and adjusted in June 1991.
 FQ0070
 FQ0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0070
 FQ0070.The geoid height was determined by GEOID03.
 FQ0070
 FQ0070.The dynamic height is computed by dividing the NAVD 88
 FQ0070.geopotential number by the normal gravity value computed on the
 FQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0070.degrees latitude (g = 980.6199 gals.).
 FQ0070
 FQ0070.The modeled gravity was interpolated from observed gravity values.
 FQ0070
 FQ0070;                    North         East     Units Scale Factor Converg.
 FQ0070;SPC AZ C     -   450,679.924   315,498.174   MT  1.00002853   +0 38 35.7
 FQ0070;SPC AZ C     - 1,478,608.67  1,035,099.00   iFT  1.00002853   +0 38 35.7
 FQ0070;SPC AZ E     -   450,288.208   155,871.747   MT  0.99994072   -0 21 43.3
 FQ0070;SPC AZ E     - 1,477,323.52    511,390.25   iFT  0.99994072   -0 21 43.3
 FQ0070;UTM  12      - 3,879,592.320   518,517.933   MT  0.99960423   +0 06 59.9
 FQ0070
 FQ0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0070!SPC AZ C     -   0.99976804  x   1.00002853  =   0.99979657
 FQ0070!SPC AZ E     -   0.99976804  x   0.99994072  =   0.99970878
 FQ0070!UTM  12      -   0.99976804  x   0.99960423  =   0.99937236
 FQ0070
 FQ0070:                Primary Azimuth Mark                     Grid Az
 FQ0070:SPC AZ C     -  WINSLOW RESET                            112 58 39.1
 FQ0070:SPC AZ E     -  WINSLOW RESET                            113 58 58.1
 FQ0070:UTM  12      -  WINSLOW RESET                            113 30 14.9
 FQ0070
 FQ0070|---------------------------------------------------------------------|
 FQ0070| PID    Reference Object                     Distance      Geod. Az  |
 FQ0070|                                                           dddmmss.s |
 FQ0070| FQ0075 WINSLOW RESET                       APPROX. 5.1 KM 1133714.8 |
 FQ0070| FQ0071 MOQUI RM 1                            8.400 METERS 12617     |
 FQ0070| FQ0069 MOQUI RM 2                            9.202 METERS 22702     |
 FQ0070|---------------------------------------------------------------------|
 FQ0070
 FQ0070                          SUPERSEDED SURVEY CONTROL
 FQ0070
 FQ0070  NAD 83(1986)-  35 03 31.98818(N)    110 47 48.92238(W) AD(       ) 2
 FQ0070  NAD 27      -  35 03 31.92430(N)    110 47 46.42470(W) AD(       ) 2
 FQ0070  NGVD 29 (??/??/92) 1501.484  (m)         4926.12   (f) ADJ UNCH    2 0
 FQ0070
 FQ0070.Superseded values are not recommended for survey control.
 FQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0070.See file dsdata.txt to determine how the superseded data were derived.
 FQ0070
 FQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1851879592(NAD 83)
 FQ0070_MARKER: DS = TRIANGULATION STATION DISK
 FQ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0070_STAMPING: MOQUI 1958
 FQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0070+STABILITY: SURFACE MOTION
 FQ0070
 FQ0070  HISTORY     - Date     Condition        Report By
 FQ0070  HISTORY     - 1958     MONUMENTED       CGS
 FQ0070  HISTORY     - 1958     GOOD             CGS
 FQ0070  HISTORY     - 1967     GOOD             USA
 FQ0070
 FQ0070                          STATION DESCRIPTION
 FQ0070
 FQ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0070'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE CENTER OF
 FQ0070'WINSLOW, 6 MILES EAST OF THE DENNISON RAILROAD SIDING AND 0.2 MILE
 FQ0070'NORTH OF U.S. HIGHWAY 66 ON THE HIGHEST POINT OF A SMALL SAND
 FQ0070'HILL.
 FQ0070'
 FQ0070'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0070'ON U.S. HIGHWAY 66 FOR 5.9 MILES TO A GRAVELED ROAD RIGHT, TURN
 FQ0070'RIGHT, NORTH, PASS THROUGH A METAL GATE AND GO 0.2 MILE ON
 FQ0070'THE GRAVELED ROAD TO A TELEPHONE LINE, TURN RIGHT, EAST, FOLLOW
 FQ0070'THE TELEPHONE LINE ACROSS COUNTRY FOR 0.1 MILE TO THE STATION
 FQ0070'ON THE RIGHT.
 FQ0070'
 FQ0070'THE STATION MARK, STAMPED MOQUI 1958, IS A STANDARD DISK SET
 FQ0070'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FQ0070'4 INCHES.  IT IS 100 FEET SOUTH OF THE TELEPHONE LINE AND 18
 FQ0070'FEET WEST OF A WITNESS SIGN POST.
 FQ0070'
 FQ0070'REFERENCE MARK NO. 1, STAMPED MOQUI NO 1 1958, IS A STANDARD
 FQ0070'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FQ0070'3 INCHES.  IT IS 9 FEET EAST OF A WITNESS SIGN POST AND 2 FEET
 FQ0070'LOWER THAN THE STATION.
 FQ0070'
 FQ0070'REFERENCE MARK NO. 2, STAMPED MOQUI NO 2 1958, IS A STANDARD
 FQ0070'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FQ0070'3 INCHES AND IS 57 FEET SOUTHWEST OF A WITNESS SIGN POST.
 FQ0070
 FQ0070                          STATION RECOVERY (1958)
 FQ0070
 FQ0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0070'5.9 MI W FROM WINSLOW.
 FQ0070'5.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0070'THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD UNTIL REACHING A TELEPHONE
 FQ0070'LINE, THENCE 0.1 MILE EAST FOLLLOWING THE TELEPHONE LINE ACROSS
 FQ0070'COUNTRY, 100 FEET SOUTH OF THE TELEPHONE LINE, 18 FEET WEST OF A
 FQ0070'WITNESS POST SIGN, SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT
 FQ0070'PROJECTS 4 INCHES.
 FQ0070
 FQ0070                          STATION RECOVERY (1967)
 FQ0070
 FQ0070'RECOVERY NOTE BY US ARMY 1967 (EMB)
 FQ0070'MOQUI 1958-GOOD FD. STD. USC AND GS BRASS DISK SET IN 12 IN
 FQ0070'CONC. POST.
 FQ0070'
 FQ0070'MOQUI NO 1 1958-GOOD FD. STD. USC AND GS BRASS DISK SET IN 12
 FQ0070'IN CONC. POST.
 FQ0070'
 FQ0070'MOQUI NO 2 1958-GOOD FD. STD. USC AND GS BRASS DISK SET IN 12 IN
 FQ0070'CONC. POST.
 FQ0070'
 FQ0070'TO REACH THE STATION FROM THE POST OFFICE AT WINSLOW, ARIZ,
 FQ0070'GO WEST ALONG HWY 66, 6.2 MILES TO A STEEL GATE IN FENCE ON
 FQ0070'NORTH SIDE OF HWY 66.  GO THROUGH GATE AND NORTH ALONG GRAVEL
 FQ0070'RD. 0.2 MI. TO A TEL. LINE.  TURN RIGHT, EAST, GO ACROSS COUNTRY
 FQ0070'ALONG TEL LINE 0.1 MILE TO A SMALL HILL ON RIGHT OR SOUTH OF TEL
 FQ0070'LINE.  STATION IS 100 FT SOUTH OF TEL. LINE, AND 18 FT WEST
 FQ0070'OF A GREEN STEEL FENCE POST WITH A STD. USC AND GS SURVEY
 FQ0070'MARKER SIGN.
 FQ0070'
 FQ0070'MEAS. DIST. STA. TO R.M. 1 = 27.46 FT (REC. = 27.56 FT)
 FQ0070'(R.M. 1 DOES NOT APPEAR TO HAVE BEEN DISTRUBED.)
 FQ0070'
 FQ0070'MEAS. DIST. STA. TO R.M. 2 = 30.20 FT (REC = 30.20 FT)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0071 ***********************************************************************
 FQ0071  DESIGNATION -  MOQUI RM 1
 FQ0071  PID         -  FQ0071
 FQ0071  STATE/COUNTY-  AZ/COCONINO
 FQ0071  USGS QUAD   -  TUCKER MESA (1983)
 FQ0071
 FQ0071                         *CURRENT SURVEY CONTROL
 FQ0071  ___________________________________________________________________
 FQ0071* NAD 83(1986)-  35 03 31.     (N)    110 47 48.     (W)     SCALED    
 FQ0071* NAVD 88     -      1501.551  (meters)    4926.34   (feet)  ADJUSTED  
 FQ0071  ___________________________________________________________________
 FQ0071  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0071  DYNAMIC HT  -        1499.564 (meters)    4919.82  (feet)  COMP
 FQ0071  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 FQ0071
 FQ0071  VERT ORDER  -  SECOND    CLASS 0
 FQ0071
 FQ0071.The horizontal coordinates were scaled from a topographic map and have
 FQ0071.an estimated accuracy of +/- 6 seconds.
 FQ0071
 FQ0071.The orthometric height was determined by differential leveling
 FQ0071.and adjusted in June 1991.
 FQ0071
 FQ0071.The geoid height was determined by GEOID03.
 FQ0071
 FQ0071.The dynamic height is computed by dividing the NAVD 88
 FQ0071.geopotential number by the normal gravity value computed on the
 FQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0071.degrees latitude (g = 980.6199 gals.).
 FQ0071
 FQ0071.The modeled gravity was interpolated from observed gravity values.
 FQ0071
 FQ0071;                    North         East    Units  Estimated Accuracy
 FQ0071;SPC AZ C     -   450,650.      315,520.      MT  (+/- 180 meters Scaled)
 FQ0071
 FQ0071                          SUPERSEDED SURVEY CONTROL
 FQ0071
 FQ0071  NGVD 29 (??/??/92) 1500.793  (m)         4923.85   (f) ADJ UNCH    2 0
 FQ0071
 FQ0071.Superseded values are not recommended for survey control.
 FQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0071.See file dsdata.txt to determine how the superseded data were derived.
 FQ0071
 FQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD185795(NAD 83)
 FQ0071_MARKER: DR = REFERENCE MARK DISK
 FQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0071_STAMPING: MOQUI NO 1 1958
 FQ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0071+STABILITY: SURFACE MOTION
 FQ0071
 FQ0071  HISTORY     - Date     Condition        Report By
 FQ0071  HISTORY     - 1958     MONUMENTED       CGS
 FQ0071
 FQ0071                          STATION DESCRIPTION
 FQ0071
 FQ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0071'5.9 MI W FROM WINSLOW.
 FQ0071'5.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0071'THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD UNTIL REACHING A TELEPHONE
 FQ0071'LINE, THENCE 0.1 MILE EAST FOLLOWING THE TELEPHONE LINE ACROSS
 FQ0071'COUNTRY, 27 FEET SOUTHEAST OF THE STATION MARK, 9 FEET EAST OF A
 FQ0071'WITNESS SIGN POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 FQ0071'THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0069 ***********************************************************************
 FQ0069  DESIGNATION -  MOQUI RM 2
 FQ0069  PID         -  FQ0069
 FQ0069  STATE/COUNTY-  AZ/COCONINO
 FQ0069  USGS QUAD   -  TUCKER MESA (1983)
 FQ0069
 FQ0069                         *CURRENT SURVEY CONTROL
 FQ0069  ___________________________________________________________________
 FQ0069* NAD 83(1986)-  35 03 31.     (N)    110 47 48.     (W)     SCALED    
 FQ0069* NAVD 88     -      1502.143  (meters)    4928.28   (feet)  ADJUSTED  
 FQ0069  ___________________________________________________________________
 FQ0069  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0069  DYNAMIC HT  -        1500.156 (meters)    4921.76  (feet)  COMP
 FQ0069  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 FQ0069
 FQ0069  VERT ORDER  -  SECOND    CLASS 0
 FQ0069
 FQ0069.The horizontal coordinates were scaled from a topographic map and have
 FQ0069.an estimated accuracy of +/- 6 seconds.
 FQ0069
 FQ0069.The orthometric height was determined by differential leveling
 FQ0069.and adjusted in June 1991.
 FQ0069
 FQ0069.The geoid height was determined by GEOID03.
 FQ0069
 FQ0069.The dynamic height is computed by dividing the NAVD 88
 FQ0069.geopotential number by the normal gravity value computed on the
 FQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0069.degrees latitude (g = 980.6199 gals.).
 FQ0069
 FQ0069.The modeled gravity was interpolated from observed gravity values.
 FQ0069
 FQ0069;                    North         East    Units  Estimated Accuracy
 FQ0069;SPC AZ C     -   450,650.      315,520.      MT  (+/- 180 meters Scaled)
 FQ0069
 FQ0069                          SUPERSEDED SURVEY CONTROL
 FQ0069
 FQ0069  NGVD 29 (??/??/92) 1501.386  (m)         4925.80   (f) ADJ UNCH    2 0
 FQ0069
 FQ0069.Superseded values are not recommended for survey control.
 FQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0069.See file dsdata.txt to determine how the superseded data were derived.
 FQ0069
 FQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD185795(NAD 83)
 FQ0069_MARKER: DR = REFERENCE MARK DISK
 FQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0069_STAMPING: MOQUI NO 2 1958
 FQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0069+STABILITY: SURFACE MOTION
 FQ0069
 FQ0069  HISTORY     - Date     Condition        Report By
 FQ0069  HISTORY     - 1958     MONUMENTED       CGS
 FQ0069
 FQ0069                          STATION DESCRIPTION
 FQ0069
 FQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0069'5.9 MI W FROM WINSLOW.
 FQ0069'5.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0069'THENCE 0.2 MILE NORTH ALONG A PAVED ROAD UNTIL REACHING A TELEPHONE
 FQ0069'LINE, THENCE 0.1 MILE EAST FOLLOWING THE TELEPHONE LINE ACROSS
 FQ0069'COUNTRY, 30 FEET SOUTHWEST OF THE STATION MARK, 57 FEET SOUTHWEST OF A
 FQ0069'WITNESS SIGN, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 FQ0069'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0329 ***********************************************************************
 GQ0329  DESIGNATION -  MOQUITCH
 GQ0329  PID         -  GQ0329
 GQ0329  STATE/COUNTY-  AZ/MOHAVE
 GQ0329  USGS QUAD   -  KAIBAB (1988)
 GQ0329
 GQ0329                         *CURRENT SURVEY CONTROL
 GQ0329  ___________________________________________________________________
 GQ0329* NAD 83(1992)-  36 59 53.78751(N)    112 41 47.08546(W)     ADJUSTED  
 GQ0329* NAVD 88     -      2152.4    (meters)    7062.     (feet)  VERTCON   
 GQ0329  ___________________________________________________________________
 GQ0329  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 GQ0329  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 GQ0329  HORZ ORDER  -  FIRST
 GQ0329
 GQ0329.The horizontal coordinates were established by classical geodetic methods
 GQ0329.and adjusted by the National Geodetic Survey in June 1998.
 GQ0329
 GQ0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0329
 GQ0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0329
 GQ0329.The geoid height was determined by GEOID03.
 GQ0329
 GQ0329;                    North         East     Units Scale Factor Converg.
 GQ0329;SPC AZ W     -   665,819.698   307,138.912   MT  1.00004164   +0 38 02.7
 GQ0329;SPC AZ W     - 2,184,447.83  1,007,673.60   iFT  1.00004164   +0 38 02.7
 GQ0329;SPC AZ C     -   665,562.809   143,958.284   MT  0.99995932   -0 28 09.3
 GQ0329;SPC AZ C     - 2,183,605.02    472,304.08   iFT  0.99995932   -0 28 09.3
 GQ0329;SPC UT S     - 3,037,484.554   393,501.059   MT  1.00004462   -0 43 58.9
 GQ0329;UTM  12      - 4,096,025.956   349,050.327   MT  0.99988070   -1 01 15.9
 GQ0329
 GQ0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0329!SPC AZ W     -   0.99966581  x   1.00004164  =   0.99970744
 GQ0329!SPC AZ C     -   0.99966581  x   0.99995932  =   0.99962514
 GQ0329!SPC UT S     -   0.99966581  x   1.00004462  =   0.99971042
 GQ0329!UTM  12      -   0.99966581  x   0.99988070  =   0.99954655
 GQ0329
 GQ0329:                Primary Azimuth Mark                     Grid Az
 GQ0329:SPC AZ W     -  MOLLIES NIPPLE                           061 12 06.4
 GQ0329:SPC AZ C     -  MOLLIES NIPPLE                           062 18 18.4
 GQ0329:SPC UT S     -  MOLLIES NIPPLE                           062 34 08.0
 GQ0329:UTM  12      -  MOLLIES NIPPLE                           062 51 25.0
 GQ0329
 GQ0329|---------------------------------------------------------------------|
 GQ0329| PID    Reference Object                     Distance      Geod. Az  |
 GQ0329|                                                           dddmmss.s |
 GQ0329| HO0540 MOLLIES NIPPLE                      APPROX.64.5 KM 0615009.1 |
 GQ0329| CH3723 MOQUITCH RM 2                         8.346 METERS 29357     |
 GQ0329| CH3722 MOQUITCH RM 1                         9.352 METERS 35551     |
 GQ0329| CH3721 MOQUITCH AZ MK                                     3593414.2 |
 GQ0329|---------------------------------------------------------------------|
 GQ0329
 GQ0329                          SUPERSEDED SURVEY CONTROL
 GQ0329
 GQ0329  NAD 83(1992)-  36 59 53.78751(N)    112 41 47.08546(W) AD(       ) 1
 GQ0329  NAD 83(1992)-  36 59 53.78655(N)    112 41 47.08734(W) AD(       ) 1
 GQ0329  NAD 83(1986)-  36 59 53.78462(N)    112 41 47.08470(W) AD(       ) 1
 GQ0329  NAD 27      -  36 59 53.84100(N)    112 41 44.34600(W) AD(       ) 1
 GQ0329  NGVD 29 (07/19/86) 2151.4    (m)         7058.     (f) VERT ANG    3  
 GQ0329
 GQ0329.Superseded values are not recommended for survey control.
 GQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0329.See file dsdata.txt to determine how the superseded data were derived.
 GQ0329
 GQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4905096026(NAD 83)
 GQ0329_MARKER: DS = TRIANGULATION STATION DISK
 GQ0329_SETTING: 0 = UNSPECIFIED SETTING
 GQ0329
 GQ0329  HISTORY     - Date     Condition        Report By
 GQ0329  HISTORY     - 1938     MONUMENTED       CGS
 GQ0329  HISTORY     - 1953     GOOD             CGS
 GQ0329
 GQ0329                          STATION DESCRIPTION
 GQ0329
 GQ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0329'STATION IS ABOUT 9 MILES WEST-SOUTHWEST OF KANAB, UTAH, ABOUT
 GQ0329'ONE QUARTER MILE SOUTH OF THE ARIZONA-UTAH STATE LINE ON THE
 GQ0329'KAIBAB INDIAN RESERVATION.  IT IS ON THE SOUTHEAST END OF A ROCKY,
 GQ0329'REDDISH MESA.  THE SITE OF THE STATION IS A SANDY KNOLL.  THE
 GQ0329'STATION MARK IS A STANDARD DISK WELDED INTO THE TOP OF A 2-INCH
 GQ0329'IRON PIPE SUNK SECURELY IN THE GROUND.  REFERENCE MARK NO. 1 IS
 GQ0329'A STANDARD DISK WELDED ONTO THE TOP OF A 2-INCH IRON PIPE SUNK
 GQ0329'SECURELY IN THE GROUND.  IT IS NORTHWEST OF AND AT THE SAME
 GQ0329'ELEVATION AS THE STATION.  REFERENCE MARK NO. 2 IS A
 GQ0329'STANDARD DISK WELDED ONTO THE TOP OF A 2-INCH IRON PIPE SUNK
 GQ0329'SECURELY IN THE GROUND.  IT IS WEST OF AND ABOUT THREE FEET
 GQ0329'LOWER IN ELEVATION.  AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF
 GQ0329'STATION ABOUT 100 YARDS NORTHWEST OF A FALLEN PINE TREE
 GQ0329'WHOSE TOP POINTS TO THE SOUTHWEST.  IT IS A STANDARD BRONZE
 GQ0329'DISK SET IN BEDROCK.
 GQ0329'
 GQ0329'STATION IS REACHED FROM KANAB BY GOING SOUTH ON U.S. HIGHWAY 89
 GQ0329'FOR 7.2 MILES TO THE SOUTH EDGE OF FREDONIA, UTAH WHERE THE
 GQ0329'HIGHWAY TURNS EAST.  HERE TURN RIGHT ON GRADED ROAD AND GO WEST
 GQ0329'AND SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 14.6 MILES TO A ROAD
 GQ0329'LEADING RIGHT TO MOCCASIN.  HERE TURN RIGHT, NORTH, AND GO 2.05
 GQ0329'MILES TO A FORK.  THE LEFT FORK GOES TO MOCCASIN.  TAKE THE
 GQ0329'RIGHT FORK FOR 0.45 MILE TO CROSSROADS AT THE KAIBAB INDIAN
 GQ0329'SCHOOL.  TURN RIGHT, EAST, AND GO 0.1 MILE TO A TRACK ROAD
 GQ0329'LEADING TO THE LEFT BETWEEN A NUMBER OF INDIAN SHACKS.  THENCE
 GQ0329'TURN LEFT ON THE TRACK ROAD AND FOLLOW IT FOR 8.7 MILES TO
 GQ0329'A FENCE WHICH IS ON THE ARIZONA-UTAH STATE LINE.  FROM HERE
 GQ0329'THE STATION IS ON THE HIGHEST POINT OF THE MESA TO THE EAST
 GQ0329'AND ABOUT 0.25 MILE SOUTH OF THE FENCE LINE.  THENCE CONTINUE
 GQ0329'STRAIGHT AHEAD FOR 0.25 MILE TO A POLE CORRAL AND THE END OF THE
 GQ0329'TRUCK TRAVEL.  A SPUR RIDGE EXTENDS OUT FROM THE MAIN MESA TO THE
 GQ0329'WEST AND BEARS 54 DEG MAGNETIC.  PASS TO THE RIGHT OF CORRAL
 GQ0329'AND FOLLOW SMALL WASH APPROXIMATELY 0.5 MILE.  CROSS OVER
 GQ0329'TO THE TOP OF A SAND RIDGE TO THE RIGHT AND CONTINUE ON UP
 GQ0329'THE STEEP SLOPE OF THE SPUR.  FOLLOW THE RIDGE EAST TO THE HEAD OF
 GQ0329'A DEEP CANYON ON THE RIGHT, BEAR RIGHT, SOUTHEAST APPROXIMATELY
 GQ0329'ONE MILE TO THE HIGHEST POINT AND THE STATION SITE.
 GQ0329
 GQ0329                          STATION RECOVERY (1953)
 GQ0329
 GQ0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0329'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AND
 GQ0329'WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 GQ0329'TO REFERENCE MARKS 1 AND 2 WERE VERIFIED BUT THE DISTANCE AND
 GQ0329'DIRECTION TO THE AZIMUTH MARK WERE FOUND TO BE IN ERROR.  THE
 GQ0329'DIRECTION TO THE AZIMUTH MARK WAS REOBSERVED AND OUR MEASUREMENT
 GQ0329'CONFIRMED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GQ0329'
 GQ0329'THE STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF KANAB,
 GQ0329'UTAH, ABOUT 10 MILES WEST-NORTHWEST OF FREDONIA, ARIZONA, AND
 GQ0329'ABOUT 1/4 MILE SOUTH OF THE UTAH-ARIZONA STATE LINE.  IT IS ON THE
 GQ0329'SOUTH END OF A REDDISH MESA THAT CONSISTS OF SAND AND RED
 GQ0329'SANDSTONE ROCK.  THE STATION IS IN THE KAIBAB INDIAN RESERVATION.
 GQ0329'
 GQ0329'THE STATION CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 89
 GQ0329'AND THE GRAVEL ROAD WEST TOWARD PIPE SPRINGS IN FREDONIA BY
 GQ0329'DRIVING WEST ON GRAVEL ROAD FOR 13.65 MILES TO A FORK AT PIPE
 GQ0329'SPRINGS.  TURN RIGHT (NORTH) AND GO 2.1 MILES TO A FORK.  TAKE
 GQ0329'THE RIGHT FORK AND GO 0.45 MILE TO A CROSSROAD IN A SMALL
 GQ0329'INDIAN VILLAGE.  TURN RIGHT (EAST) AND GO 0.25 MILE TO A ROAD
 GQ0329'LEFT.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD (NORTHERLY)
 GQ0329'FOR 1.4 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 GQ0329'CONTINUE ON THE LEFT ONE OF 2 ROADS FOR 4.8 MILES TO A WIRE
 GQ0329'GATE.  PASS THROUGH AND CONTINUE FOR 1.1 MILE TO A FORK.
 GQ0329'TAKE THE RIGHT FORK AND GO 0.3 MILE TO A DIM ROAD RIGHT AT
 GQ0329'THE CREST OF A SMALL HILL.  TURN RIGHT AND GO 0.15 MILE
 GQ0329'TO THE END OF THE ROAD AND TRUCK TRAVEL.  PACK EASTERLY ALONG
 GQ0329'A DIM TRAIL TO THE TOP OF A RIDGE.  CROSS THE RIDGE, THENCE
 GQ0329'LEFT, (NORTH) TO THE WEST EDGE OF MESA.  CLIMB TO THE TOP OF
 GQ0329'MESA AND CONTINUE EASTERLY TO THE RIM OF ANOTHER MESA.  CLIMB
 GQ0329'TO THE TOP OF THIS BLUFF AND CONTINUE EASTERLY FOR ABOUT 1-1/2
 GQ0329'MILES TO THE HIGHEST POINT AND THE STATION.  A 2 HOUR
 GQ0329'PACK.
 GQ0329'
 GQ0329'THE STATION MARK IS A STANDARD DISK STAMPED MOQUITCH 1938.  IT
 GQ0329'IS WELDED TO THE TOP OF A SOIL PIPE THAT PROJECTS ABOUT 2 INCHES
 GQ0329'ABOVE THE GROUND.
 GQ0329'
 GQ0329'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOQUITCH NO 1 1938.
 GQ0329'IT IS WELDED TO THE TOP OF A 2-INCH SOIL PIPE THAT PROJECTS
 GQ0329'ABOUT 10 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 1 FOOT
 GQ0329'LOWER THAN THE STATION.
 GQ0329'
 GQ0329'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOQUITCH NO 2 1938.
 GQ0329'IT IS WELDED TO THE TOP OF A 2-INCH SOIL PIPE THAT PROJECTS 2
 GQ0329'INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 4 FEET LOWER THAN
 GQ0329'THE STATION.
 GQ0329'
 GQ0329'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOQUITCH 1938, SET
 GQ0329'IN A DRILL HOLE IN BEDROCK.  THE MARK
 GQ0329'IS ABOUT 40 YARDS EAST OF A LARGE PYRIMID SHAPED OUTCROP, ABOUT
 GQ0329'40 YARDS NORTH OF A SADDLE IN THE RIDGE, ON THE SOUTHWEST SLOPE
 GQ0329'OF AND ABOUT 50 YARDS SOUTHWEST OF THE HIGHEST POINT OF A SAND
 GQ0329'HILL.  IT IS ABOUT 12 FEET NORTHEAST OF A 20-INCH PINE TREE.
 GQ0329'
 GQ0329'OBSERVATIONS MADE FROM A 1.29 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0634 ***********************************************************************
 DV0634  DESIGNATION -  MORE
 DV0634  PID         -  DV0634
 DV0634  STATE/COUNTY-  AZ/MARICOPA
 DV0634  USGS QUAD   -  PHOENIX (1982)
 DV0634
 DV0634                         *CURRENT SURVEY CONTROL
 DV0634  ___________________________________________________________________
 DV0634* NAD 83(1992)-  33 27 41.94649(N)    112 04 47.93475(W)     ADJUSTED  
 DV0634* NAVD 88     -       330.663  (meters)    1084.85   (feet)  ADJUSTED  
 DV0634  ___________________________________________________________________
 DV0634  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DV0634  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0634  DYNAMIC HT  -         330.281 (meters)    1083.60  (feet)  COMP
 DV0634  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV0634
 DV0634  HORZ ORDER  -  SECOND
 DV0634  VERT ORDER  -  SECOND    CLASS 0
 DV0634
 DV0634.The horizontal coordinates were established by classical geodetic methods
 DV0634.and adjusted by the National Geodetic Survey in August 1993.
 DV0634
 DV0634.The orthometric height was determined by differential leveling
 DV0634.and adjusted in November 1993.
 DV0634
 DV0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0634
 DV0634.The geoid height was determined by GEOID03.
 DV0634
 DV0634.The dynamic height is computed by dividing the NAVD 88
 DV0634.geopotential number by the normal gravity value computed on the
 DV0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0634.degrees latitude (g = 980.6199 gals.).
 DV0634
 DV0634.The modeled gravity was interpolated from observed gravity values.
 DV0634
 DV0634;                    North         East     Units Scale Factor Converg.
 DV0634;SPC AZ C     -   272,959.495   198,179.157   MT  0.99990284   -0 05 24.2
 DV0634;SPC AZ C     -   895,536.40    650,194.08   iFT  0.99990284   -0 05 24.2
 DV0634;UTM  12      - 3,702,989.174   399,638.921   MT  0.99972418   -0 35 43.9
 DV0634
 DV0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0634!SPC AZ C     -   0.99995278  x   0.99990284  =   0.99985563
 DV0634!UTM  12      -   0.99995278  x   0.99972418  =   0.99967698
 DV0634
 DV0634|---------------------------------------------------------------------|
 DV0634| PID    Reference Object                     Distance      Geod. Az  |
 DV0634|                                                           dddmmss.s |
 DV0634| DV0635 MORE RM 1                            14.332 METERS 03431     |
 DV0634| DV0633 MORE RM 2                            16.296 METERS 26255     |
 DV0634| DV0632 MORE AZ MK                                         2694902.7 |
 DV0634|---------------------------------------------------------------------|
 DV0634
 DV0634                          SUPERSEDED SURVEY CONTROL
 DV0634
 DV0634  NAD 83(1986)-  33 27 41.94072(N)    112 04 47.94020(W) AD(       ) 2
 DV0634  NAD 27      -  33 27 41.78480(N)    112 04 45.40420(W) AD(       ) 2
 DV0634  NGVD 29 (??/??/92)  330.011  (m)         1082.71   (f) ADJ UNCH    2 0
 DV0634
 DV0634.Superseded values are not recommended for survey control.
 DV0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0634.See file dsdata.txt to determine how the superseded data were derived.
 DV0634
 DV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9963902989(NAD 83)
 DV0634_MARKER: DE = TRAVERSE STATION DISK
 DV0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0634_STAMPING: MORE 1963
 DV0634_MARK LOGO: CGS   
 DV0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0634+STABILITY: SURFACE MOTION
 DV0634
 DV0634  HISTORY     - Date     Condition        Report By
 DV0634  HISTORY     - 1963     MONUMENTED       CGS
 DV0634  HISTORY     - 1963     GOOD             CGS
 DV0634  HISTORY     - 1969     GOOD             AZHD
 DV0634  HISTORY     - 1979     GOOD             AZDT
 DV0634  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0634
 DV0634                          STATION DESCRIPTION
 DV0634
 DV0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0634'STATION IS LOCATED ABOUT 1 MILE NORTH-NORTHWEST OF THE CENTER
 DV0634'OF BUSINESS SECTION OF PHOENIX, ABOUT 200 FEET SOUTHEAST OF THE
 DV0634'KENILWORTH SCHOOL, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 DV0634'OF NORTH 5TH AVENUE AND WEST MORELAND STREET AND ON THE
 DV0634'RIGHT-OF-WAY IN FRONT OF THE RESIDENCE OF 353 WEST MORELAND
 DV0634'STREET.
 DV0634'
 DV0634'STATION MARK, A STANDARD TRAVERSE DISK STAMPED MORE 1963, IS
 DV0634'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH
 DV0634'THE SURFACE OF THE GROUND.  THE MARK IS 53.5 FEET EAST OF THE
 DV0634'EAST CURB OF NORTH 5TH AVENUE, 44 FEET NORTH OF THE NORTH EDGE
 DV0634'OF HOUSE NO. 353, 8.5 FEET SOUTH OF THE SOUTH CURB OF WEST
 DV0634'MORELAND STREET AND 1.9 FEET NORTH OF THE NORTH EDGE OF
 DV0634'SIDEWALK.
 DV0634'
 DV0634'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED MORE NO 1
 DV0634'1963, IS SET IN A DRILL HOLE IN THE NORTH CURB OF WEST MORELAND
 DV0634'STREET.  THE MARK IS 52.7 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DV0634'HOUSE NO. 342 AND 16 FEET NORTH OF THE CENTER OF WEST MORELAND
 DV0634'STREET.
 DV0634'
 DV0634'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED MORE
 DV0634'NO 2 1963, IS SET IN A DRILL HOLE IN THE EAST CURB OF NORTH
 DV0634'5TH AVENUE.  THE MARK IS 48 FEET NORTHWEST OF THE NORTHWEST
 DV0634'CORNER OF HOUSE NO. 353 AND 32 FEET SOUTH OF THE CENTER OF
 DV0634'WEST MORELAND STREET.
 DV0634'
 DV0634'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED MORE 1963, IS SET
 DV0634'IN A DRILL HOLE IN THE WEST CURB OF NORTH 13TH AVENUE.  THE MARK
 DV0634'IS 32 FEET SOUTH OF THE CENTER OF WEST MORELAND STREET, 15.5
 DV0634'FEET WEST OF THE CENTER OF NORTH 13TH AVENUE AND 8.5 FEET
 DV0634'SOUTH OF A POWER POLE.
 DV0634'
 DV0634'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WEST
 DV0634'MORELAND STREET FOR 0.5 MILE TO NORTH 13TH AVENUE AND THE AZIMUTH
 DV0634'MARK IN SOUTHWEST CORNER OF INTERSECTION AS DESCRIBED.
 DV0634'
 DV0634'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 DV0634'2 IS 91.69 FEET AND 27.951 METERS.
 DV0634'
 DV0634'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0634
 DV0634                          STATION RECOVERY (1963)
 DV0634
 DV0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0634'IN PHOENIX.
 DV0634'AT THE INTERSECTION OF NORTH 5TH AVENUE AND WEST MORELAND STREET WHICH
 DV0634'IS ABOUT 0.5 MILE WEST OF NORTH CENTRAL AVENUE IN PHOENIX, 23 FEET
 DV0634'SOUTH OF THE CENTER OF WEST MORELAND STREET, 77 FEET EAST OF THE
 DV0634'CENTER OF NORTH 5TH AVENUE, 42 FEET NORTH OF THE ENTRANCE TO HOUSE NO.
 DV0634'353, 2 FEET NORTH OF THE NORTH EDGE OF SIDEWALK, ABOUT 0.5 FOOT ABOVE
 DV0634'THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV0634'THE GROUND.
 DV0634
 DV0634                          STATION RECOVERY (1969)
 DV0634
 DV0634'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0634'STATION MARK STATION, REFERENCE MARKS AND AZIMUTH MARK
 DV0634'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 DV0634
 DV0634                          STATION RECOVERY (1979)
 DV0634
 DV0634'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0634'RECOVERED IN GOOD CONDITION.
 DV0634
 DV0634                          STATION RECOVERY (2008)
 DV0634
 DV0634'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0634'THE SETTINGS FOR THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE
 DV0634'AZIMUTH WERE ALL ELIMINATED BY CONSTRUCTION FOR INTERSTATE HIGHWAY 10.
 DV0634' 
 DV0634' 
 DV0634' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0632 ***********************************************************************
 DV0632  DESIGNATION -  MORE AZ MK
 DV0632  PID         -  DV0632
 DV0632  STATE/COUNTY-  AZ/MARICOPA
 DV0632  USGS QUAD   -  PHOENIX (1982)
 DV0632
 DV0632                         *CURRENT SURVEY CONTROL
 DV0632  ___________________________________________________________________
 DV0632* NAD 83(1986)-  33 27 42.     (N)    112 05 22.     (W)     SCALED    
 DV0632* NAVD 88     -       329.800  (meters)    1082.02   (feet)  ADJUSTED  
 DV0632  ___________________________________________________________________
 DV0632  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0632  DYNAMIC HT  -         329.418 (meters)    1080.77  (feet)  COMP
 DV0632  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 DV0632
 DV0632  VERT ORDER  -  SECOND    CLASS 0
 DV0632
 DV0632.The horizontal coordinates were scaled from a topographic map and have
 DV0632.an estimated accuracy of +/- 6 seconds.
 DV0632
 DV0632.The orthometric height was determined by differential leveling
 DV0632.and adjusted in November 1993.
 DV0632
 DV0632.The geoid height was determined by GEOID03.
 DV0632
 DV0632.The dynamic height is computed by dividing the NAVD 88
 DV0632.geopotential number by the normal gravity value computed on the
 DV0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0632.degrees latitude (g = 980.6199 gals.).
 DV0632
 DV0632.The modeled gravity was interpolated from observed gravity values.
 DV0632
 DV0632;                    North         East    Units  Estimated Accuracy
 DV0632;SPC AZ C     -   272,960.      197,300.      MT  (+/- 180 meters Scaled)
 DV0632
 DV0632                          SUPERSEDED SURVEY CONTROL
 DV0632
 DV0632  NGVD 29 (??/??/92)  329.145  (m)         1079.87   (f) ADJ UNCH    2 0
 DV0632
 DV0632.Superseded values are not recommended for survey control.
 DV0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0632.See file dsdata.txt to determine how the superseded data were derived.
 DV0632
 DV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987030(NAD 83)
 DV0632_MARKER: DZ = AZIMUTH MARK DISK
 DV0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0632_SP_SET: CURB
 DV0632_STAMPING: MORE 1963
 DV0632_MARK LOGO: CGS   
 DV0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0632
 DV0632  HISTORY     - Date     Condition        Report By
 DV0632  HISTORY     - 1963     MONUMENTED       CGS
 DV0632  HISTORY     - 1979     GOOD             AZDT
 DV0632  HISTORY     - 20080229 MARK NOT FOUND   GEOCAC
 DV0632  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0632
 DV0632                          STATION DESCRIPTION
 DV0632
 DV0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0632'IN PHOENIX.
 DV0632'AT THE INTERSECTION OF NORTH 13TH AVENUE AND WEST MORELAND STREET,
 DV0632'WHICH IS ABOUT 0.3 MILE SOUTH ALONG NORTH 13TH AVENUE FROM ITS
 DV0632'JUNCTION WITH WEST MCDOWELL ROAD, IN PHOENIX, 17 FEET WEST OF THE
 DV0632'CENTER OF NORTH 13TH AVENUE, 30 FEET SOUTH OF THE CENTER OF WEST
 DV0632'MORELAND STREET, 58.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 DV0632'NO. 1301, 9 FEET SOUTH OF A STREET LIGHT POLE, ABOUT 0.5 FOOT ABOVE
 DV0632'THE LEVEL OF THE STREET, AND SET IN TOP OF THE CONCRETE CURB AT THE
 DV0632'SOUTHWEST CORNER OF THE INTERSECTION.
 DV0632
 DV0632                          STATION RECOVERY (1979)
 DV0632
 DV0632'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0632'RECOVERED IN GOOD CONDITION.
 DV0632
 DV0632                          STATION RECOVERY (2008)
 DV0632
 DV0632'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0632'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0632'MARK. THIS STREET HAS BEEN TURNED INTO AN ALLEY AND THE CURBING ON THE
 DV0632'SOUTH SIDE HAS BEEN REMOVED. ASSUMED DESTROYED.
 DV0632
 DV0632                          STATION RECOVERY (2008)
 DV0632
 DV0632'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0632'THE WEST CURB OF NORTH 13TH AVENUE AT THIS LOCATION WAS REMOVED FOR
 DV0632'CONSTRUCTION OF INTERSTATE HIGHWAY 10.
 DV0632' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0635 ***********************************************************************
 DV0635  DESIGNATION -  MORE RM 1
 DV0635  PID         -  DV0635
 DV0635  STATE/COUNTY-  AZ/MARICOPA
 DV0635  USGS QUAD   -  PHOENIX (1982)
 DV0635
 DV0635                         *CURRENT SURVEY CONTROL
 DV0635  ___________________________________________________________________
 DV0635* NAD 83(1986)-  33 27 41.     (N)    112 04 48.     (W)     SCALED    
 DV0635* NAVD 88     -       330.552  (meters)    1084.49   (feet)  ADJUSTED  
 DV0635  ___________________________________________________________________
 DV0635  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0635  DYNAMIC HT  -         330.169 (meters)    1083.23  (feet)  COMP
 DV0635  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV0635
 DV0635  VERT ORDER  -  SECOND    CLASS 0
 DV0635
 DV0635.The horizontal coordinates were scaled from a topographic map and have
 DV0635.an estimated accuracy of +/- 6 seconds.
 DV0635
 DV0635.The orthometric height was determined by differential leveling
 DV0635.and adjusted in November 1993.
 DV0635
 DV0635.The geoid height was determined by GEOID03.
 DV0635
 DV0635.The dynamic height is computed by dividing the NAVD 88
 DV0635.geopotential number by the normal gravity value computed on the
 DV0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0635.degrees latitude (g = 980.6199 gals.).
 DV0635
 DV0635.The modeled gravity was interpolated from observed gravity values.
 DV0635
 DV0635;                    North         East    Units  Estimated Accuracy
 DV0635;SPC AZ C     -   272,930.      198,180.      MT  (+/- 180 meters Scaled)
 DV0635
 DV0635                          SUPERSEDED SURVEY CONTROL
 DV0635
 DV0635  NGVD 29 (??/??/92)  329.896  (m)         1082.33   (f) ADJ UNCH    2 0
 DV0635
 DV0635.Superseded values are not recommended for survey control.
 DV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0635.See file dsdata.txt to determine how the superseded data were derived.
 DV0635
 DV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC996029(NAD 83)
 DV0635_MARKER: DR = REFERENCE MARK DISK
 DV0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0635_SP_SET: CURB
 DV0635_STAMPING: MORE NO 1 1963
 DV0635_MARK LOGO: CGS   
 DV0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0635
 DV0635  HISTORY     - Date     Condition        Report By
 DV0635  HISTORY     - 1963     MONUMENTED       CGS
 DV0635  HISTORY     - 1979     GOOD             AZDT
 DV0635  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0635
 DV0635                          STATION DESCRIPTION
 DV0635
 DV0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0635'IN PHOENIX.
 DV0635'AT PHOENIX, 47.0 FEET NORTHEAST OF TRAVERSE STATION MORE, 14 FEET
 DV0635'NORTH OF THE CENTER OF WEST MORELAND STREET, 102 FEET EAST OF THE
 DV0635'CENTER OF NORTH 5TH AVENUE, 53 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DV0635'HOUSE NO. 342, AND SET IN THE TOP OF THE NORTH CONCRETE CURB OF WEST
 DV0635'MORELAND STREET.
 DV0635
 DV0635                          STATION RECOVERY (1979)
 DV0635
 DV0635'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0635'RECOVERED IN GOOD CONDITION.
 DV0635
 DV0635                          STATION RECOVERY (2008)
 DV0635
 DV0635'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0635'WEST MORELAND STREET AND ITS CURBS AT THIS LOCATION WERE REMOVED FOR
 DV0635'THE CONSTRUCTION OF INTERSTATE HIGHWAY 10.
 DV0635' 
 DV0635' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0633 ***********************************************************************
 DV0633  DESIGNATION -  MORE RM 2
 DV0633  PID         -  DV0633
 DV0633  STATE/COUNTY-  AZ/MARICOPA
 DV0633  USGS QUAD   -  PHOENIX (1982)
 DV0633
 DV0633                         *CURRENT SURVEY CONTROL
 DV0633  ___________________________________________________________________
 DV0633* NAD 83(1986)-  33 27 41.     (N)    112 04 48.     (W)     SCALED    
 DV0633* NAVD 88     -       330.604  (meters)    1084.66   (feet)  ADJUSTED  
 DV0633  ___________________________________________________________________
 DV0633  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0633  DYNAMIC HT  -         330.221 (meters)    1083.40  (feet)  COMP
 DV0633  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV0633
 DV0633  VERT ORDER  -  SECOND    CLASS 0
 DV0633
 DV0633.The horizontal coordinates were scaled from a topographic map and have
 DV0633.an estimated accuracy of +/- 6 seconds.
 DV0633
 DV0633.The orthometric height was determined by differential leveling
 DV0633.and adjusted in November 1993.
 DV0633
 DV0633.The geoid height was determined by GEOID03.
 DV0633
 DV0633.The dynamic height is computed by dividing the NAVD 88
 DV0633.geopotential number by the normal gravity value computed on the
 DV0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0633.degrees latitude (g = 980.6199 gals.).
 DV0633
 DV0633.The modeled gravity was interpolated from observed gravity values.
 DV0633
 DV0633;                    North         East    Units  Estimated Accuracy
 DV0633;SPC AZ C     -   272,930.      198,180.      MT  (+/- 180 meters Scaled)
 DV0633
 DV0633                          SUPERSEDED SURVEY CONTROL
 DV0633
 DV0633  NGVD 29 (??/??/92)  329.946  (m)         1082.50   (f) ADJ UNCH    2 0
 DV0633
 DV0633.Superseded values are not recommended for survey control.
 DV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0633.See file dsdata.txt to determine how the superseded data were derived.
 DV0633
 DV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC996029(NAD 83)
 DV0633_MARKER: DR = REFERENCE MARK DISK
 DV0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0633_SP_SET: CURB
 DV0633_STAMPING: MORE NO 2 1963
 DV0633_MARK LOGO: CGS   
 DV0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0633
 DV0633  HISTORY     - Date     Condition        Report By
 DV0633  HISTORY     - 1963     MONUMENTED       CGS
 DV0633  HISTORY     - 1979     GOOD             AZDT
 DV0633  HISTORY     - 20080430 MARK NOT FOUND   GEOCAC
 DV0633
 DV0633                          STATION DESCRIPTION
 DV0633
 DV0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0633'IN PHOENIX.
 DV0633'AT PHOENIX, 53.5 FEET WEST OF TRAVERSE STATION MORE, 31 FEET SOUTH OF
 DV0633'THE CENTER OF WEST MORELAND STREET, 23.5 FEET EAST OF THE CENTER OF
 DV0633'NORTH 5TH AVENUE, 48 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE
 DV0633'NO. 353, AND SET IN THE TOP OF THE CONCRETE CURB AT THE SOUTHEAST
 DV0633'CORNER OF THE INTERSECTION.
 DV0633
 DV0633                          STATION RECOVERY (1979)
 DV0633
 DV0633'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0633'RECOVERED IN GOOD CONDITION.
 DV0633
 DV0633                          STATION RECOVERY (2008)
 DV0633
 DV0633'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0633'WEST MORELAND STREET AND ITS CURBS AT THIS LOCATION WERE REMOVED FOR
 DV0633'THE CONSTRUCTION OF INTERSTATE HIGHWAY 10.
 DV0633' 
 DV0633' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0759 ***********************************************************************
 DT0759  DESIGNATION -  MORENCI 2
 DT0759  PID         -  DT0759
 DT0759  STATE/COUNTY-  AZ/GREENLEE
 DT0759  USGS QUAD   -  COPPERPLATE GULCH (1989)
 DT0759
 DT0759                         *CURRENT SURVEY CONTROL
 DT0759  ___________________________________________________________________
 DT0759* NAD 83(1992)-  33 05 41.61035(N)    109 23 06.34336(W)     ADJUSTED  
 DT0759* NAVD 88     -      1943.5    (meters)    6376.     (feet)  VERTCON   
 DT0759  ___________________________________________________________________
 DT0759  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DT0759  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DT0759  HORZ ORDER  -  SECOND
 DT0759
 DT0759.The horizontal coordinates were established by classical geodetic methods
 DT0759.and adjusted by the National Geodetic Survey in August 1993.
 DT0759
 DT0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0759
 DT0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0759
 DT0759.The geoid height was determined by GEOID03.
 DT0759
 DT0759;                    North         East     Units Scale Factor Converg.
 DT0759;SPC AZ E     -   232,546.200   286,315.687   MT  0.99996560   +0 25 36.4
 DT0759;SPC AZ E     -   762,946.85    939,355.93   iFT  0.99996560   +0 25 36.4
 DT0759;UTM  12      - 3,662,966.588   650,704.088   MT  0.99988003   +0 52 55.0
 DT0759
 DT0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0759!SPC AZ E     -   0.99969894  x   0.99996560  =   0.99966455
 DT0759!UTM  12      -   0.99969894  x   0.99988003  =   0.99957901
 DT0759
 DT0759:                Primary Azimuth Mark                     Grid Az
 DT0759:SPC AZ E     -  TRAM                                     098 23 30.6
 DT0759:UTM  12      -  TRAM                                     097 56 12.0
 DT0759
 DT0759|---------------------------------------------------------------------|
 DT0759| PID    Reference Object                     Distance      Geod. Az  |
 DT0759|                                                           dddmmss.s |
 DT0759| DT0754 TRAM                                APPROX. 7.1 KM 0984907.0 |
 DT0759| CD2357 MORENCI 2 RM 1                        3.986 METERS 20959     |
 DT0759| CD2358 MORENCI 2 RM 2                        8.072 METERS 33257     |
 DT0759|---------------------------------------------------------------------|
 DT0759
 DT0759                          SUPERSEDED SURVEY CONTROL
 DT0759
 DT0759  NAD 83(1986)-  33 05 41.60639(N)    109 23 06.34230(W) AD(       ) 2
 DT0759  NAD 27      -  33 05 41.38355(N)    109 23 04.06990(W) AD(       ) 2
 DT0759  NGVD 29 (07/19/86) 1942.7    (m)         6374.     (f) VERT ANG    3  
 DT0759
 DT0759.Superseded values are not recommended for survey control.
 DT0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0759.See file dsdata.txt to determine how the superseded data were derived.
 DT0759
 DT0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5070462967(NAD 83)
 DT0759_MARKER: DD = SURVEY DISK
 DT0759_SETTING: 66 = SET IN ROCK OUTCROP
 DT0759_SP_SET: SET IN ROCK OUTCROP
 DT0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0759+STABILITY: POSITION/ELEVATION WELL
 DT0759
 DT0759  HISTORY     - Date     Condition        Report By
 DT0759  HISTORY     - 1978     MONUMENTED       USGS
 DT0759
 DT0759                          STATION DESCRIPTION
 DT0759
 DT0759'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (TT)
 DT0759'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF OLD MORENCI
 DT0759'ON TOP OF AMERICAN MOUNTAIN.
 DT0759'
 DT0759'THE STATION IS A STANDARD U.S.G.S. TABLET STAMPED MORENCI NO. 2
 DT0759'1961 AND IS CEMENTED TO A ROCK OUTCROP.
 DT0759'
 DT0759'REFERENCE MARK 1 IS A STANDARD U.S.G.S. DISK STAMPED NO. 1 1961
 DT0759'AND IS CEMENTED TO A ROCK OUTCROP.
 DT0759'
 DT0759'REFERENCE MARK 2 IS A STANDARD U.S.G.S. DISK STAMPED NO. 2
 DT0759'1961 AND IS CEMENTED TO A ROCK.
 DT0759'
 DT0759'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE
 DT0759'MORENCI MINE ON TEMPORARY U.S. HWY. 666, MILE POST 168.6, TRAVEL
 DT0759'NORTH ON HWY. FOR 5.3 MILES TO MILE POST 173.85 AND A TRAIL ON
 DT0759'THE LEFT THAT LEADS TO TWO WATER TANKS ON A SMALL HILL, TURN LEFT
 DT0759'AND DRIVE AS FAR AS POSSIBLE THEN PACK UP STEEP SLOPE TO HIGHEST
 DT0759'POINT OF HILL AND THE STATION.  ABOUT A 35 MINUTE PACK.
 DT0759'
 DT0759'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0749 ***********************************************************************
 DT0749  DESIGNATION -  MORENCI SILVER TANK
 DT0749  PID         -  DT0749
 DT0749  STATE/COUNTY-  AZ/GREENLEE
 DT0749  USGS QUAD   -  CLIFTON (1989)
 DT0749
 DT0749                         *CURRENT SURVEY CONTROL
 DT0749  ___________________________________________________________________
 DT0749* NAD 83(1992)-  33 04 54.82344(N)    109 21 38.19572(W)     ADJUSTED  
 DT0749* NAVD 88     -              **(meters)            **(feet)            
 DT0749  ___________________________________________________________________
 DT0749  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DT0749  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DT0749  HORZ ORDER  -  THIRD
 DT0749
 DT0749.The horizontal coordinates were established by classical geodetic methods
 DT0749.and adjusted by the National Geodetic Survey in August 1993.
 DT0749
 DT0749
 DT0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0749
 DT0749.The geoid height was determined by GEOID03.
 DT0749
 DT0749;                    North         East     Units Scale Factor Converg.
 DT0749;SPC AZ E     -   231,122.203   288,612.410   MT  0.99996980   +0 26 24.0
 DT0749;SPC AZ E     -   758,274.94    946,891.11   iFT  0.99996980   +0 26 24.0
 DT0749;UTM  12      - 3,661,560.996   653,011.856   MT  0.99988868   +0 53 42.1
 DT0749
 DT0749                          SUPERSEDED SURVEY CONTROL
 DT0749
 DT0749  NAD 83(1986)-  33 04 54.81724(N)    109 21 38.19335(W) AD(       ) 4
 DT0749  NAD 27      -  33 04 54.59500(N)    109 21 35.92000(W) AD(       ) 3
 DT0749
 DT0749.Superseded values are not recommended for survey control.
 DT0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0749.See file dsdata.txt to determine how the superseded data were derived.
 DT0749
 DT0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5301261561(NAD 83)
 DT0749_MARKER: 51 = TANK
 DT0749
 DT0749  HISTORY     - Date     Condition        Report By
 DT0749  HISTORY     - 1945     FIRST OBSERVED   CGS
 DT0749
 DT0749                          STATION DESCRIPTION
 DT0749
 DT0749'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0747 ***********************************************************************
 DT0747  DESIGNATION -  MORENCI SMELTER SMOKESTACK
 DT0747  PID         -  DT0747
 DT0747  STATE/COUNTY-  AZ/GREENLEE
 DT0747  USGS QUAD   -  CLIFTON (1989)
 DT0747
 DT0747                         *CURRENT SURVEY CONTROL
 DT0747  ___________________________________________________________________
 DT0747* NAD 83(1992)-  33 03 54.58678(N)    109 20 34.72544(W)     ADJUSTED  
 DT0747* NAVD 88     -              **(meters)            **(feet)            
 DT0747  ___________________________________________________________________
 DT0747  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DT0747  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DT0747  HORZ ORDER  -  THIRD
 DT0747
 DT0747.The horizontal coordinates were established by classical geodetic methods
 DT0747.and adjusted by the National Geodetic Survey in August 1993.
 DT0747
 DT0747
 DT0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0747
 DT0747.The geoid height was determined by GEOID03.
 DT0747
 DT0747;                    North         East     Units Scale Factor Converg.
 DT0747;SPC AZ E     -   229,279.369   290,272.988   MT  0.99997291   +0 26 57.9
 DT0747;SPC AZ E     -   752,228.90    952,339.20   iFT  0.99997291   +0 26 57.9
 DT0747;UTM  12      - 3,659,731.550   654,686.880   MT  0.99989503   +0 54 15.3
 DT0747
 DT0747                          SUPERSEDED SURVEY CONTROL
 DT0747
 DT0747  NAD 83(1986)-  33 03 54.58028(N)    109 20 34.72489(W) AD(       ) 4
 DT0747  NAD 27      -  33 03 54.35300(N)    109 20 32.45700(W) AD(       ) 3
 DT0747
 DT0747.Superseded values are not recommended for survey control.
 DT0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0747.See file dsdata.txt to determine how the superseded data were derived.
 DT0747
 DT0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5468759732(NAD 83)
 DT0747_MARKER: 63 = STACK
 DT0747
 DT0747  HISTORY     - Date     Condition        Report By
 DT0747  HISTORY     - 1945     FIRST OBSERVED   CGS
 DT0747
 DT0747                          STATION DESCRIPTION
 DT0747
 DT0747'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2058 ***********************************************************************
 DV2058  DESIGNATION -  MORGAN
 DV2058  PID         -  DV2058
 DV2058  STATE/COUNTY-  AZ/YAVAPAI
 DV2058  USGS QUAD   -  GARFIAS MOUNTAIN (1964)
 DV2058
 DV2058                         *CURRENT SURVEY CONTROL
 DV2058  ___________________________________________________________________
 DV2058* NAD 83(1992)-  33 55 33.02731(N)    112 26 43.70477(W)     ADJUSTED  
 DV2058* NAVD 88     -      1025.     (meters)    3363.     (feet)  SCALED    
 DV2058  ___________________________________________________________________
 DV2058  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DV2058  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DV2058  HORZ ORDER  -  FIRST
 DV2058
 DV2058.The horizontal coordinates were established by classical geodetic methods
 DV2058.and adjusted by the National Geodetic Survey in August 1993.
 DV2058
 DV2058.The orthometric height was scaled from a topographic map.
 DV2058
 DV2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2058
 DV2058.The geoid height was determined by GEOID03.
 DV2058
 DV2058;                    North         East     Units Scale Factor Converg.
 DV2058;SPC AZ C     -   324,554.745   164,468.502   MT  0.99992946   -0 17 42.5
 DV2058;SPC AZ C     - 1,064,812.16    539,594.82   iFT  0.99992946   -0 17 42.5
 DV2058;UTM  12      - 3,754,874.159   366,392.376   MT  0.99982006   -0 48 24.7
 DV2058
 DV2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2058!SPC AZ C     -   0.99984374  x   0.99992946  =   0.99977321
 DV2058!UTM  12      -   0.99984374  x   0.99982006  =   0.99966383
 DV2058
 DV2058:                Primary Azimuth Mark                     Grid Az
 DV2058:SPC AZ C     -  MILL                                     108 16 18.0
 DV2058:UTM  12      -  MILL                                     108 47 00.2
 DV2058
 DV2058|---------------------------------------------------------------------|
 DV2058| PID    Reference Object                     Distance      Geod. Az  |
 DV2058|                                                           dddmmss.s |
 DV2058| DV2059 MILL                                APPROX. 4.8 KM 1075835.5 |
 DV2058| DV2049 SYENITE                             APPROX.10.0 KM 1482323.5 |
 DV2058|---------------------------------------------------------------------|
 DV2058
 DV2058                          SUPERSEDED SURVEY CONTROL
 DV2058
 DV2058  NAD 83(1986)-  33 55 33.02370(N)    112 26 43.70851(W) AD(       ) 1
 DV2058  NAD 27      -  33 55 32.90400(N)    112 26 41.10000(W) AD(       ) 1
 DV2058
 DV2058.Superseded values are not recommended for survey control.
 DV2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2058.See file dsdata.txt to determine how the superseded data were derived.
 DV2058
 DV2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6639254874(NAD 83)
 DV2058_MARKER: DS = TRIANGULATION STATION DISK
 DV2058_SETTING: 66 = SET IN ROCK OUTCROP
 DV2058_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV2058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2058+STABILITY: POSITION/ELEVATION WELL
 DV2058
 DV2058  HISTORY     - Date     Condition        Report By
 DV2058  HISTORY     - 1924     MONUMENTED       CGS
 DV2058  HISTORY     - 1967     GOOD             AMS
 DV2058
 DV2058                          STATION DESCRIPTION
 DV2058
 DV2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2058'ABOUT 33 MILES NORTH AND 20 MILES WEST OF PHOENIX, 3 MILES EAST
 DV2058'OF HOT SPRINGS JUNCTION-CASTLE-HOT SPRINGS ROAD, AND 2 MILES
 DV2058'NORTHWEST OF THE OLD MORGAN CITY MINE AND MILL, ON THE HIGHEST
 DV2058'POINT OF THE LONG RIDGE EXTENDING NORTH AND SOUTH ACROSS THE
 DV2058'COUNTY BOUNDARY WEST OF MORGAN CITY WASH.  STATION IS ON HIGH
 DV2058'POINT ON EXTREME NORTH END OF RIDGE, AND ABOUT 30 YARDS NORTH
 DV2058'OF THE MARICOPA-YAVAPAI COUNTY LINE.  MARKED BY A STANDARD
 DV2058'BRONZE DISK.
 DV2058
 DV2058                          STATION RECOVERY (1967)
 DV2058
 DV2058'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JMH)
 DV2058'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0677 ***********************************************************************
 FP0677  DESIGNATION -  MORGAN
 FP0677  PID         -  FP0677
 FP0677  STATE/COUNTY-  AZ/APACHE
 FP0677  USGS QUAD   -  BEACON WELL (1972)
 FP0677
 FP0677                         *CURRENT SURVEY CONTROL
 FP0677  ___________________________________________________________________
 FP0677* NAD 83(1992)-  35 04 12.90975(N)    109 17 13.75185(W)     ADJUSTED  
 FP0677* NAVD 88     -      1918.82   (+/-2cm)    6295.3    (feet)  VERTCON   
 FP0677  ___________________________________________________________________
 FP0677  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FP0677  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 FP0677  HORZ ORDER  -  SECOND
 FP0677  VERT ORDER  -  THIRD ? (See Below)
 FP0677
 FP0677.The horizontal coordinates were established by classical geodetic methods
 FP0677.and adjusted by the National Geodetic Survey in August 1993.
 FP0677
 FP0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0677.The vertical order pertains to the NGVD 29 superseded value.
 FP0677
 FP0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0677
 FP0677.The geoid height was determined by GEOID03.
 FP0677
 FP0677;                    North         East     Units Scale Factor Converg.
 FP0677;SPC AZ E     -   451,721.118   293,573.541   MT  0.99997927   +0 30 19.4
 FP0677;SPC AZ E     - 1,482,024.67    963,167.79   iFT  0.99997927   +0 30 19.4
 FP0677;UTM  12      - 3,882,175.405   656,174.361   MT  0.99990060   +0 59 03.7
 FP0677
 FP0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0677!SPC AZ E     -   0.99970250  x   0.99997927  =   0.99968177
 FP0677!UTM  12      -   0.99970250  x   0.99990060  =   0.99960313
 FP0677
 FP0677|---------------------------------------------------------------------|
 FP0677| PID    Reference Object                     Distance      Geod. Az  |
 FP0677|                                                           dddmmss.s |
 FP0677| CS5182 MORGAN RM 1                          10.153 METERS 13620     |
 FP0677| CS5183 MORGAN RM 2                          10.190 METERS 31635     |
 FP0677|---------------------------------------------------------------------|
 FP0677
 FP0677                          SUPERSEDED SURVEY CONTROL
 FP0677
 FP0677  NAD 83(1986)-  35 04 12.90167(N)    109 17 13.75409(W) AD(       ) 2
 FP0677  NGVD 29 (01/29/91) 1917.84   (m)         6292.1    (f) LEVELING    3  
 FP0677
 FP0677.Superseded values are not recommended for survey control.
 FP0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0677.See file dsdata.txt to determine how the superseded data were derived.
 FP0677
 FP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5617482175(NAD 83)
 FP0677_MARKER: DS = TRIANGULATION STATION DISK
 FP0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0677+STABILITY: SURFACE MOTION
 FP0677
 FP0677  HISTORY     - Date     Condition        Report By
 FP0677  HISTORY     - 1982     MONUMENTED       AZDT
 FP0677
 FP0677                          STATION DESCRIPTION
 FP0677
 FP0677'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0677'THE STATION IS LOCATED 10-1/2 MILES SOUTHEAST OF SANDERS ALONG U.S.
 FP0677'HIGHWAY 666.
 FP0677'
 FP0677'THE STATION MARK IS AN AZDT DISK STAMPED---MORGAN 1982---SET IN TOP OF
 FP0677'A 10 INCH CONCRETE MONUMENT.  IT IS 72 FEET EAST OF THE CENTERLINE OF
 FP0677'THE HIGHWAY, 3 FEET SOUTHWEST OF THE WITNESS POST AND 15 FEET HIGHER
 FP0677'THAN THE HIGHWAY.
 FP0677'
 FP0677'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MORGAN RM 1 1982---SET IN
 FP0677'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0677'
 FP0677'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MORGAN RM 2 1982---SET IN
 FP0677'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0677'
 FP0677'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH FOR
 FP0677'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 FP0677'ALONG US 666 FOR 11.55 MILES TO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0555 ***********************************************************************
 GP0555  DESIGNATION -  MORMON
 GP0555  PID         -  GP0555
 GP0555  STATE/COUNTY-  AZ/COCONINO
 GP0555  USGS QUAD   -  ARROWHEAD MESA (1982)
 GP0555
 GP0555                         *CURRENT SURVEY CONTROL
 GP0555  ___________________________________________________________________
 GP0555* NAD 83(1992)-  36 32 05.59573(N)    111 13 12.14229(W)     ADJUSTED  
 GP0555* NAVD 88     -      1992.1    (meters)    6536.     (feet)  VERTCON   
 GP0555  ___________________________________________________________________
 GP0555  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 GP0555  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 GP0555  HORZ ORDER  -  THIRD
 GP0555
 GP0555.The horizontal coordinates were established by classical geodetic methods
 GP0555.and adjusted by the National Geodetic Survey in August 1993.
 GP0555
 GP0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0555
 GP0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0555
 GP0555.The geoid height was determined by GEOID03.
 GP0555
 GP0555;                    North         East     Units Scale Factor Converg.
 GP0555;SPC AZ C     -   614,085.971   275,737.796   MT  0.99994792   +0 24 53.0
 GP0555;SPC AZ C     - 2,014,717.75    904,651.56   iFT  0.99994792   +0 24 53.0
 GP0555;UTM  12      - 4,043,300.490   480,303.132   MT  0.99960478   -0 07 51.6
 GP0555
 GP0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0555!SPC AZ C     -   0.99969098  x   0.99994792  =   0.99963891
 GP0555!UTM  12      -   0.99969098  x   0.99960478  =   0.99929588
 GP0555
 GP0555                          SUPERSEDED SURVEY CONTROL
 GP0555
 GP0555  NAD 83(1986)-  36 32 05.59439(N)    111 13 12.13776(W) AD(       ) 3
 GP0555  NAD 27      -  36 32 05.61560(N)    111 13 09.55347(W) AD(       ) 3
 GP0555  NGVD 29 (07/19/86) 1991.1    (m)         6532.     (f) VERT ANG    3  
 GP0555
 GP0555.Superseded values are not recommended for survey control.
 GP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0555.See file dsdata.txt to determine how the superseded data were derived.
 GP0555
 GP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8030343300(NAD 83)
 GP0555_MARKER: DD = SURVEY DISK
 GP0555_SETTING: 0 = UNSPECIFIED SETTING
 GP0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0555
 GP0555  HISTORY     - Date     Condition        Report By
 GP0555  HISTORY     - 1970     MONUMENTED       USGS
 GP0555
 GP0555                          STATION DESCRIPTION
 GP0555
 GP0555'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0555'LOCATED ABOUT 30 MI SE. OF PAGE.  28 MI N. OF TUBA CITY.  ON THE
 GP0555'HIGHEST SAND COVERED AREA AT THE WESTERN END OF MORMON RIDGE.
 GP0555'
 GP0555'TO REACH FROM KAIBITO TRADING POST GO S. AND W. ON MAIN RD. UP THE
 GP0555'HILL FOR 1.5 MI TO T-RD.  TURN RIGHT PAST THE KAIBITO BOARDING
 GP0555'SCHOOL FOR 1.0 MI TO Y-RD.  TURN LEFT PAST WATER TANK ON THE MAIN
 GP0555'RD.  TO THE GAP FOR 7.6 MI TO Y-RD.  TURN RIGHT OFF MAIN RD. FOR 0.7
 GP0555'MI TO A GROUP OF 5 HOGANS AND A CORRAL.  TURN SHARP RIGHT AND GO 0.5
 GP0555'MI TO Y-RD.  TURN LEFT FOR 0.1 MI TO A REVERSE Y-RD.. CONTINUE
 GP0555'STRAIGHT FOR 1.4 MI ON TRACK RD. TO Y-RD.  TURN LEFT AND FOLLOW
 GP0555'TRACK RD.  FOR 0.5 MI TO TOP AND E. END OF MORMON RIDGE.  GO W.
 GP0555'THROUGH SAND AREAS ALONG TOP OF RIDGE FOR ABOUT 2.6 MI TO
 GP0555'STATION.  A 4-WHEEL DRIVE IS NEEDED FOR THE LAST 3 MI.
 GP0555'
 GP0555'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED MORMON 1970 SET IN
 GP0555'CONCRETE POST PROJECTING ABOUT 0.2 FT ABOVE GROUND.
 GP0555'
 GP0555'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0555'CEMENTED IN CONCRETE POST, ABOUT 4 FT BELOW THE STATION MARK.
 GP0555'
 GP0555'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0555'CEMENTED IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1141 ***********************************************************************
 ES1141  DESIGNATION -  MORMON LAKE
 ES1141  PID         -  ES1141
 ES1141  STATE/COUNTY-  AZ/COCONINO
 ES1141  USGS QUAD   -  MORMON LAKE (1974)
 ES1141
 ES1141                         *CURRENT SURVEY CONTROL
 ES1141  ___________________________________________________________________
 ES1141* NAD 83(1992)-  34 53 11.82962(N)    111 25 40.98472(W)     ADJUSTED  
 ES1141* NAVD 88     -      2432.4    (meters)    7980.     (feet)  VERTCON   
 ES1141  ___________________________________________________________________
 ES1141  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 ES1141  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 ES1141  HORZ ORDER  -  THIRD
 ES1141
 ES1141.The horizontal coordinates were established by classical geodetic methods
 ES1141.and adjusted by the National Geodetic Survey in August 1993.
 ES1141
 ES1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1141
 ES1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1141
 ES1141.The geoid height was determined by GEOID03.
 ES1141
 ES1141;                    North         East     Units Scale Factor Converg.
 ES1141;SPC AZ C     -   431,105.999   258,021.963   MT  0.99992458   +0 16 46.1
 ES1141;SPC AZ C     - 1,414,389.76    846,528.75   iFT  0.99992458   +0 16 46.1
 ES1141;UTM  12      - 3,860,553.267   460,885.680   MT  0.99961886   -0 14 41.4
 ES1141
 ES1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1141!SPC AZ C     -   0.99962197  x   0.99992458  =   0.99954658
 ES1141!UTM  12      -   0.99962197  x   0.99961886  =   0.99924097
 ES1141
 ES1141                          SUPERSEDED SURVEY CONTROL
 ES1141
 ES1141  NAD 83(1986)-  34 53 11.82312(N)    111 25 40.98519(W) AD(       ) 3
 ES1141  NGVD 29 (04/23/90) 2431.4    (m)         7977.     (f) VERT ANG    3  
 ES1141
 ES1141.Superseded values are not recommended for survey control.
 ES1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1141.See file dsdata.txt to determine how the superseded data were derived.
 ES1141
 ES1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6088660553(NAD 83)
 ES1141_MARKER: DS = TRIANGULATION STATION DISK
 ES1141_SETTING: 0 = UNSPECIFIED SETTING
 ES1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1141
 ES1141  HISTORY     - Date     Condition        Report By
 ES1141  HISTORY     - UNK      MONUMENTED       USGS
 ES1141  HISTORY     - 1930     GOOD             USGS
 ES1141  HISTORY     - 1932     GOOD             USGS
 ES1141
 ES1141                          STATION DESCRIPTION
 ES1141
 ES1141'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1141'NOT OCCUPIED.
 ES1141'
 ES1141'LOCATED ABOUT 2 MI S. OF MORMON LAKE.  AT USFS MORMON LAKE LO, IN
 ES1141'COCONINO NATIONAL FOREST, ON LOW PEAK.
 ES1141'
 ES1141'NO TO REACH GIVEN.
 ES1141'
 ES1141'STATION MARK--USFS BRONZE DISK, STAMPING UNKNOWN, UNDER CENTER
 ES1141'OF LOT.
 ES1141
 ES1141                          STATION RECOVERY (1932)
 ES1141
 ES1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 ES1141'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1923 ***********************************************************************
 DV1923  DESIGNATION -  MORRIS
 DV1923  PID         -  DV1923
 DV1923  STATE/COUNTY-  AZ/YUMA
 DV1923  USGS QUAD   -  HYDER SE (1982)
 DV1923
 DV1923                         *CURRENT SURVEY CONTROL
 DV1923  ___________________________________________________________________
 DV1923* NAD 83(1992)-  33 00 33.65946(N)    113 21 03.00062(W)     ADJUSTED  
 DV1923* NAVD 88     -       378.6    (meters)    1242.     (feet)  VERTCON   
 DV1923  ___________________________________________________________________
 DV1923  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DV1923  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DV1923  HORZ ORDER  -  FIRST
 DV1923
 DV1923.The horizontal coordinates were established by classical geodetic methods
 DV1923.and adjusted by the National Geodetic Survey in August 1993.
 DV1923
 DV1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1923
 DV1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1923
 DV1923.The geoid height was determined by GEOID03.
 DV1923
 DV1923;                    North         East     Units Scale Factor Converg.
 DV1923;SPC AZ W     -   222,866.584   250,657.094   MT  0.99995048   +0 13 02.9
 DV1923;SPC AZ W     -   731,189.58    822,365.79   iFT  0.99995048   +0 13 02.9
 DV1923;UTM  12      - 3,654,778.640   280,392.855   MT  1.00019468   -1 16 52.3
 DV1923
 DV1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1923!SPC AZ W     -   0.99994556  x   0.99995048  =   0.99989605
 DV1923!UTM  12      -   0.99994556  x   1.00019468  =   1.00014023
 DV1923
 DV1923|---------------------------------------------------------------------|
 DV1923| PID    Reference Object                     Distance      Geod. Az  |
 DV1923|                                                           dddmmss.s |
 DV1923| CH3724 MORRIS RM 1                          14.388 METERS 11001     |
 DV1923| CH3725 MORRIS RM 2                           8.344 METERS 21407     |
 DV1923| DV1049 Q 9                                                2550524.6 |
 DV1923| DV1928 TURTLE BACK CAIRN                   APPROX.15.1 KM 3435657.2 |
 DV1923|---------------------------------------------------------------------|
 DV1923
 DV1923                          SUPERSEDED SURVEY CONTROL
 DV1923
 DV1923  NAD 83(1986)-  33 00 33.65292(N)    113 21 03.00669(W) AD(       ) 1
 DV1923  NAD 27      -  33 00 33.48800(N)    113 21 00.32700(W) AD(       ) 1
 DV1923  NGVD 29 (07/19/86)  378.0    (m)         1240.     (f) VERT ANG    3  
 DV1923
 DV1923.Superseded values are not recommended for survey control.
 DV1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1923.See file dsdata.txt to determine how the superseded data were derived.
 DV1923
 DV1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8039354779(NAD 83)
 DV1923_MARKER: DS = TRIANGULATION STATION DISK
 DV1923_SETTING: 66 = SET IN ROCK OUTCROP
 DV1923_SP_SET: SET IN BEDROCK
 DV1923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1923+STABILITY: POSITION/ELEVATION WELL
 DV1923
 DV1923  HISTORY     - Date     Condition        Report By
 DV1923  HISTORY     - 1925     MONUMENTED       USGS
 DV1923  HISTORY     - 1934     GOOD             USGS
 DV1923  HISTORY     - 1948     GOOD             USGS
 DV1923  HISTORY     - 1950     GOOD             CGS
 DV1923  HISTORY     - 1964     GOOD             USGS
 DV1923  HISTORY     - 1968     GOOD             AMS
 DV1923  HISTORY     - 1981     GOOD             NGS
 DV1923
 DV1923                          STATION DESCRIPTION
 DV1923
 DV1923'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DV1923'STATION MARK--STANDARD TABLET STAMPED---RS 1925 MORRIS---, CEMENTED
 DV1923'IN SOLID ROCK.
 DV1923'
 DV1923'RM 1--CROSS CUT IN SOLID ROCK.
 DV1923'
 DV1923'RM 2--CROSS CUT IN SOLID ROCK.
 DV1923
 DV1923                          STATION RECOVERY (1934)
 DV1923
 DV1923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (EBL)
 DV1923'STATION IS ON THE HIGHEST AND MOST NORTHERN RIDGE OF THE
 DV1923'AGUA CALIENTE MOUNTAINS, AND LIES ABOUT 14.0 MILES NW OF
 DV1923'SENTINEL, TOWN ON U.S. HIGHWAY 80, AND ABOUT 1/4 MILE S OF
 DV1923'HYDER.
 DV1923'
 DV1923'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DV1923'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DV1923'
 DV1923'STATION CAN BE REACHED FROM PALOMAS BY FOLLOWING THE MAIN-TRAVELED
 DV1923'ROAD N FOR 3.2 MILES, TURN RIGHT AT SIGN READING PALOMAS,
 DV1923'HORN, HYDER, FOLLOW MAIN-TRAVELED ROAD E ON S SIDE OF RAILROAD
 DV1923'TRACKS FOR 8.2 MILES TO END OF TRUCK TRAVEL AT A SIGN READING
 DV1923'OCOTILLO DATE GARDENS.  FROM HERE CLIMB SE TO STATION.
 DV1923'
 DV1923'TO REACH STATION FROM SENTINEL GO N ON MAIN-TRAVELED ROAD
 DV1923'TO AGUA CALIENTE 12.0 MILES, CONTINUE ON MAIN-TRAVELED ROAD
 DV1923'2.6 MILES, TURN LEFT, GO 0.5 MILE TO HYDER, CONTINUE 0.3
 DV1923'MILE TO ABOVE-MENTIONED SIGN.
 DV1923
 DV1923                          STATION RECOVERY (1948)
 DV1923
 DV1923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DV1923'RECOVERED AS DESCRIBED BY USGS.  ALSO RECOVERED BY NGS IN 1934.
 DV1923'
 DV1923'RM 1--NGS RM DISK STAMPED---MORRIS NO 1 1934---, IN DRILL HOLE IN
 DV1923'BEDROCK ABOUT 4 INCHES ABOVE GROUND, ABOUT 2 FT LOWER THAN
 DV1923'STATION MARK.
 DV1923'
 DV1923'RM 2--NGS RM DISK STAMPED---MORRIS NO 2 1934---, IN DRILL HOLE IN
 DV1923'BEDROCK ABOUT 3 INCHES ABOVE GROUND, ABOUT 6 FT LOWER THAN
 DV1923'STATION MARK.
 DV1923
 DV1923                          STATION RECOVERY (1950)
 DV1923
 DV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1923'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DV1923'THE COMPLETE DESCRIPTION--
 DV1923'
 DV1923'LOCATED ON THE HIGHEST AND MOST NORTHERN RIDGE OF THE AGUA
 DV1923'CALIENTE MOUNTAINS, ABOUT 14 MILES NORTHWEST OF SENTINAL
 DV1923'AND ABOUT 1/4 MILE SOUTH OF HYDER (A VILLAGE ON THE SOUTHERN
 DV1923'PACIFIC RAILROAD, SIDING AND SECTION HOUSE).
 DV1923'
 DV1923'STATION MARK IS A USGS DISK SET IN A DRILL HOLE IN A BOULDER
 DV1923'PROJECTING ABOUT 12 INCHES ABOVE THE GROUND.  STAMPED MORRIS
 DV1923'R.S. 1925.
 DV1923'
 DV1923'REFERENCE MARK 1, STAMPED MORRIS NO 1 1934, IS A STANDARD
 DV1923'DISK SET IN A DRILL HOLE IN BEDROCK ABOUT 4 INCHES ABOVE
 DV1923'THE GROUND AND ABOUT 2 FEET LOWER THAN THE STATION.
 DV1923'
 DV1923'REFERENCE MARK 2, STAMPED MORRIS NO 2 1934, IS A STANDARD
 DV1923'DISK SET IN A DRILL HOLE IN BEDROCK ABOUT 3 INCHES ABOVE THE
 DV1923'GROUND AND ABOUT 6 FEET LOWER THAN THE STATION.
 DV1923'
 DV1923'BENCH MARK, Q 9 1927 WAS USED FOR THE AZIMUTH MARK.  THE
 DV1923'DISK IS SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 DV1923'12 INCHES.  IT IS 1.7 MILES WEST OF HYDER, 10 POLES WEST
 DV1923'OF RAILROAD MILE POST 821, 10 FEET SOUTH OF THE POLE, 30
 DV1923'FEET NORTH OF THE CENTER LINE OF THE ROAD AND 4 FEET NORTH
 DV1923'OF A WITNESS POST.
 DV1923'
 DV1923'TO REACH STATION FROM HYDER, GO WEST FOR 0.2 MILE TO THE
 DV1923'NORTHERN BASE OF THE MOUNTAIN ON THE SOUTH SIDE OF THE ROAD.
 DV1923'CLIMB DIRECTLY UP THE SLOPE, SOUTHEASTERLY, TO THE HIGHEST
 DV1923'ELEVATION AND STATION.  A 1-HOUR PACK.
 DV1923'
 DV1923'HORIZONTAL MEASUREMENTS (1950) AS FOLLOWS--R.M. 1 - 14.388
 DV1923'METERS 47.21 FEET.  R.M. 2 - 8.344 METERS 27.37 FEET.  THE
 DV1923'DIRECTIONS TO MARKS WERE CHECKED.
 DV1923
 DV1923                          STATION RECOVERY (1964)
 DV1923
 DV1923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1923'RECOVERED AS DESCRIBED BY USGS AND NGS.  1950 NGS DESCRIPTION
 DV1923'FOLLOWS.
 DV1923'
 DV1923'LOCATED ABOUT 14 MI NW. OF SENTINEL, ABOUT 0.25 MI S. OF HYDER
 DV1923'(VILLAGE ON SOUTHERN PACIFIC RR., SIDING AND SECTION HOUSE).  ON
 DV1923'HIGHEST AND MOST NORTHERN RIDGE OF AGUA CALIENTE MOUNTAINS.
 DV1923'
 DV1923'TO REACH FROM HYDER, GO 0.2 MI W. TO NORTHERN BASE OF MOUNTAIN ON
 DV1923'SOUTH SIDE OF RD.  CLIMB DIRECTLY UP SLOPE SOUTHEASTERLY TO
 DV1923'HIGHEST ELEVATION AND STATION.  A 1-HOUR PACK.
 DV1923
 DV1923                          STATION RECOVERY (1968)
 DV1923
 DV1923'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 DV1923'STATION MARK AND R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED
 DV1923'AS DESCRIBED.
 DV1923
 DV1923                          STATION RECOVERY (1981)
 DV1923
 DV1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1923'STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2173 ***********************************************************************
 DV2173  DESIGNATION -  MORRISTOWN MAGNETIC
 DV2173  PID         -  DV2173
 DV2173  STATE/COUNTY-  AZ/MARICOPA
 DV2173  USGS QUAD   -  WITTMANN (1981)
 DV2173
 DV2173                         *CURRENT SURVEY CONTROL
 DV2173  ___________________________________________________________________
 DV2173* NAD 83(1992)-  33 51 13.06543(N)    112 37 23.21637(W)     ADJUSTED  
 DV2173* NAVD 88     -       602.1    (meters)    1975.     (feet)  VERTCON   
 DV2173  ___________________________________________________________________
 DV2173  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 DV2173  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV2173  HORZ ORDER  -  SECOND
 DV2173
 DV2173.The horizontal coordinates were established by classical geodetic methods
 DV2173.and adjusted by the National Geodetic Survey in August 1993.
 DV2173
 DV2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2173
 DV2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2173
 DV2173.The geoid height was determined by GEOID03.
 DV2173
 DV2173;                    North         East     Units Scale Factor Converg.
 DV2173;SPC AZ C     -   316,644.390   147,989.036   MT  0.99995266   -0 23 36.8
 DV2173;SPC AZ C     - 1,038,859.55    485,528.33   iFT  0.99995266   -0 23 36.8
 DV2173;UTM  12      - 3,747,111.881   349,844.505   MT  0.99987795   -0 54 15.7
 DV2173
 DV2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2173!SPC AZ C     -   0.99991014  x   0.99995266  =   0.99986281
 DV2173!UTM  12      -   0.99991014  x   0.99987795  =   0.99978810
 DV2173
 DV2173                          SUPERSEDED SURVEY CONTROL
 DV2173
 DV2173  NAD 83(1986)-  33 51 13.06237(N)    112 37 23.22021(W) AD(       ) 2
 DV2173  NAD 27      -  33 51 12.93600(N)    112 37 20.58200(W) AD(       ) 2
 DV2173  NGVD 29 (07/19/86)  601.5    (m)         1973.     (f) VERT ANG    3  
 DV2173
 DV2173.Superseded values are not recommended for survey control.
 DV2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2173.See file dsdata.txt to determine how the superseded data were derived.
 DV2173
 DV2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4984547112(NAD 83)
 DV2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2173+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV2173
 DV2173  HISTORY     - Date     Condition        Report By
 DV2173  HISTORY     - 1924     MONUMENTED       CGS
 DV2173  HISTORY     - 1946     GOOD             CGS
 DV2173  HISTORY     - 20070429 GOOD             GEOCAC
 DV2173
 DV2173                          STATION DESCRIPTION
 DV2173
 DV2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WWH)
 DV2173'SITUATED IN MORRISTOWN, ABOUT 200 YARDS NORTHWEST FROM THE
 DV2173'SANTA FE DEPOT, 150 FEET WEST FROM A BENCH MARK OF THE ARIZONA
 DV2173'HIGHWAY DEPT., SET IN A CONCRETE CULVERT HEAD ON THE EAST
 DV2173'SIDE OF U.S. HIGHWAY 60 (STAMPED 1975.55).  74-1/2 FEET
 DV2173'SOUTHWEST FROM A STEEL RAIL HIGHWAY R/W MARKER DESIGNATED
 DV2173'1405+58.83, WHICH HIGHWAY MARKER IS 8 FEET FROM A REFERENCE
 DV2173'MARK OF THE U.S.C. AND G.S., SET IN A DRILL HOLE IN A BOULDER
 DV2173'FLUSH WITH THE GROUND AND UNSTAMPED, THE ARROW THEREOF
 DV2173'POINTING TOWARD THE MAGNETIC STATION.  THE REFERENCE MARK IS
 DV2173'80.87 FEET (24.648 METERS) FROM THE MAGNETIC STATION
 DV2173'MARK.
 DV2173'
 DV2173'THE STATION MARK IS A STANDARD MAGNETIC STATION DISK, UNSTAMPED,
 DV2173'SET IN A DRILL HOLE IN A MALPIAS BOULDER WHICH IS FLUSH WITH
 DV2173'THE GROUND.
 DV2173
 DV2173                          STATION RECOVERY (2007)
 DV2173
 DV2173'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0414 ***********************************************************************
 GQ0414  DESIGNATION -  MOSBY
 GQ0414  PID         -  GQ0414
 GQ0414  STATE/COUNTY-  AZ/MOHAVE
 GQ0414  USGS QUAD   -  RED POCKETS (1985)
 GQ0414
 GQ0414                         *CURRENT SURVEY CONTROL
 GQ0414  ___________________________________________________________________
 GQ0414* NAD 83(1992)-  36 33 49.98369(N)    113 57 48.46248(W)     ADJUSTED  
 GQ0414* NAVD 88     -      1277.9    (meters)    4193.     (feet)  VERTCON   
 GQ0414  ___________________________________________________________________
 GQ0414  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 GQ0414  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 GQ0414  HORZ ORDER  -  FIRST
 GQ0414
 GQ0414.The horizontal coordinates were established by classical geodetic methods
 GQ0414.and adjusted by the National Geodetic Survey in August 1993.
 GQ0414
 GQ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0414
 GQ0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0414
 GQ0414.The geoid height was determined by GEOID03.
 GQ0414
 GQ0414;                    North         East     Units Scale Factor Converg.
 GQ0414;SPC AZ W     -   617,119.406   194,252.705   MT  0.99993783   -0 07 37.8
 GQ0414;SPC AZ W     - 2,024,669.97    637,312.02   iFT  0.99993783   -0 07 37.8
 GQ0414;SPC NV E     - 8,202,456.445   344,997.924   MT  1.00015895   +0 57 54.6
 GQ0414;SPC NV E     -26,910,892.52  1,131,880.69   sFT  1.00015895   +0 57 54.6
 GQ0414;UTM  12      - 4,050,582.336   234,789.959   MT  1.00046666   -1 45 59.1
 GQ0414;UTM  11      - 4,050,786.569   771,751.660   MT  1.00050994   +1 48 36.1
 GQ0414
 GQ0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0414!SPC AZ W     -   0.99980352  x   0.99993783  =   0.99974136
 GQ0414!SPC NV E     -   0.99980352  x   1.00015895  =   0.99996244
 GQ0414!UTM  12      -   0.99980352  x   1.00046666  =   1.00027009
 GQ0414!UTM  11      -   0.99980352  x   1.00050994  =   1.00031336
 GQ0414
 GQ0414|---------------------------------------------------------------------|
 GQ0414| PID    Reference Object                     Distance      Geod. Az  |
 GQ0414|                                                           dddmmss.s |
 GQ0414| CH3727 MOSBY RM 1                            9.984 METERS 13941     |
 GQ0414| CH3728 MOSBY RM 2                           10.171 METERS 19722     |
 GQ0414| CH3726 MOSBY AZ MK                                        2123442.4 |
 GQ0414|---------------------------------------------------------------------|
 GQ0414
 GQ0414                          SUPERSEDED SURVEY CONTROL
 GQ0414
 GQ0414  NAD 83(1986)-  36 33 49.97831(N)    113 57 48.46123(W) AD(       ) 1
 GQ0414  NAD 27      -  36 33 50.04900(N)    113 57 45.59900(W) AD(       ) 1
 GQ0414  NGVD 29 (07/19/86) 1277.1    (m)         4190.     (f) VERT ANG    3  
 GQ0414
 GQ0414.Superseded values are not recommended for survey control.
 GQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0414.See file dsdata.txt to determine how the superseded data were derived.
 GQ0414
 GQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3479050582(NAD 83)
 GQ0414_MARKER: DS = TRIANGULATION STATION DISK
 GQ0414_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0414
 GQ0414  HISTORY     - Date     Condition        Report By
 GQ0414  HISTORY     - 1953     MONUMENTED       CGS
 GQ0414  HISTORY     - 1960     GOOD             AMS
 GQ0414  HISTORY     - 1965     GOOD             CGS
 GQ0414
 GQ0414                          STATION DESCRIPTION
 GQ0414
 GQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0414'THE STATION IS LOCATED ABOUT 42 MILES SOUTHWEST OF ST. GEORGE,
 GQ0414'UTAH, ABOUT 17 MILES SOUTH-SOUTHEAST OF MESQUITE, NEVADA,
 GQ0414'ABOUT 5 MILES EAST OF THE NEVADA-ARIZONA STATE LINE AND ABOUT
 GQ0414'4 MILES NORTHEAST OF SLATS JACOBS RANCH AT MOSBY SPRINGS.
 GQ0414'IT IS ON A ROUND SMOOTH LAVA BUTTE WHICH IS BROWN IN COLOR
 GQ0414'AND LAYS NORTH-NORTHEAST OF OPEN GRASSY RIDGES AND IS ABOUT
 GQ0414'1/4 MILE SOUTH-SOUTHEAST OF A LAVA OUTCROP COVERED KNOLL.
 GQ0414'THE STATION IS ON THE HIGHEST POINT IN THE VICINITY.
 GQ0414'
 GQ0414'REACHED FROM THE POST OFFICE IN MESQUITE BY DRIVING WEST-SOUTHWEST
 GQ0414'ALONG U.S. HIGHWAY 91 FOR 10.5 MILES TO A POINT ABOUT 100
 GQ0414'YARDS EAST OF THE VIRGIN RIVER AT A ROAD LEFT AND SIGN, GRAND
 GQ0414'WASH-YATES RANCH.  TURN LEFT (SOUTH) AND GO 0.3 MILE TO A
 GQ0414'FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 GQ0414'FOR 9.1 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.8 MILE
 GQ0414'TO A FORK AT SIGN, JUANETA SPRING 5 MILES.  TAKE THE LEFT
 GQ0414'FORK AND FOLLOW THE MAIN TRAVELED ROAD SOUTHERLY FOR 9.6
 GQ0414'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHEAST
 GQ0414'AND EAST UP OVER MOUNTAIN PASS FOR 5.2 MILES TO A FORK.
 GQ0414'TAKE THE LEFT FORK DOWN WASH FOR 0.3 MILE TO A RANCH HOUSE
 GQ0414'AND OTHER BUILDINGS AT A FORK.  TAKE THE LEFT FORK AND
 GQ0414'PASS THROUGH THE LEFT ONE OF TWO GATES AND CONTINUE
 GQ0414'ALONG THE NORTH SIDE OF THE BUILDINGS ON THE MAIN TRAVELED
 GQ0414'ROAD FOR 3.2 MILES TO THE SLATS JACOBS RANCH AT MOSBY
 GQ0414'SPRINGS.  CONTINUE NORTHEAST FOR 0.3 MILE TO A FORK AT A
 GQ0414'FENCE.  TAKE THE RIGHT FORK AND PASS THROUGH THE RIGHT-HAND
 GQ0414'ONE OF TWO GATES AND CONTINUE EASTERLY FOR 1.3 MILE TO
 GQ0414'THE END OF ROAD AT A CABIN AND LOADING CORRALS.  TURN LEFT,
 GQ0414'PASS THROUGH WIRE GATE, AND CONTINUE EAST FOR ABOUT 100
 GQ0414'FEET AND PASS THROUGH ANOTHER WIRE GATE AND CROSS WASH.
 GQ0414'TURN RIGHT, DOWN THE EAST BANK OF WASH, AND CONTINUE
 GQ0414'SOUTHEAST ALONG THE EAST SIDE OF FENCE FOR 0.9 MILE.  AT
 GQ0414'THIS POINT LEAVE THE FENCE LINE, A DISTANCE OF ABOUT 75
 GQ0414'YARDS, AND CONTINUE FOR 0.4 MILE.  CONTINUE KEEPING A
 GQ0414'SHORT WAYS LEFT OF THE FENCE UP OVER A SLIGHT KNOLL
 GQ0414'THENCE RIGHT ONTO CREST WHERE FENCE PASSES OVER RIDGE.  TURN
 GQ0414'LEFT AND FOLLOW THE CREST OF RIDGE NORTH-NORTHWEST FOR
 GQ0414'0.45 MILE TO THE AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE
 GQ0414'NORTHEAST, KEEPING GENERALLY TO THE CREST OF THE RIDGE, FOR
 GQ0414'1.5 MILES TO A CAIRN.  AT THIS POINT BEAR RIGHT (EASTERLY)
 GQ0414'DOWN RIDGE AND CROSS THREE OR FOUR DRAWS AND CONTINUE UP
 GQ0414'THE MAIN GRASSY CREST INTO A SLIGHT SADDLE BETWEEN THE STATION
 GQ0414'HILL AND A DARK ROCKY KNOLL.  TURN RIGHT AND CONTINUE TO
 GQ0414'THE HIGHEST POINT AND STATION, A TOTAL DISTANCE OF 2.2 MILES.
 GQ0414'A DRIVE STATION WITH A 4-WHEEL DRIVE VEHICLE.  THIS IS
 GQ0414'APPROXIMATELY A 6-HOUR DRIVE FROM ST. GEORGE, UTAH.
 GQ0414'
 GQ0414'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 GQ0414'OUTCROP THAT PROJECTS ABOUT 3 INCHES.  THE MARK IS STAMPED
 GQ0414'MOSBY 1953.
 GQ0414'
 GQ0414'REFERENCE MARK NUMBER 1 IS APPROXIMATELY THE SAME ELEVATION
 GQ0414'AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF
 GQ0414'AN OUTCROP THAT PROJECTS 8 INCHES.  THE MARK IS STAMPED
 GQ0414'MOSBY NO 1 1953.
 GQ0414'
 GQ0414'REFERENCE MARK NUMBER 2 IS ABOUT THE SAME ELEVATION AS THE
 GQ0414'STATION.  IT IS A A STANDARD DISK SET IN THE TOP OF AN OUTCROP
 GQ0414'THAT PROJECTS 3 INCHES.  THE MARK IS STAMPED MOSBY NO 2 1953.
 GQ0414'
 GQ0414'THE AZIMUTH MARK IS LOCATED ON A HIGH POINT WHICH IS AT THE
 GQ0414'SOUTH END AND ON THE CREST OF THE RIDGE TRAVELED ENROUTE
 GQ0414'TO THE STATION.  IT IS 15 FEET SOUTHEAST OF THE HIGHEST
 GQ0414'POINT ON WHICH IS A CLUSTER OF 3 JOSHUA PALMS AND 9 FEET
 GQ0414'WEST OF A SMALL CAIRN.  THE MARK IS A STANDARD DISK SET IN
 GQ0414'THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 1 FOOT.  THE MARK
 GQ0414'IS STAMPED MOSBY 1953.
 GQ0414
 GQ0414                          STATION RECOVERY (1960)
 GQ0414
 GQ0414'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 GQ0414'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GQ0414
 GQ0414                          STATION RECOVERY (1965)
 GQ0414
 GQ0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0414'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GQ0414'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 GQ0414'
 GQ0414'FROM THE POST OFFICE IN MESQUITE, NEVADA, GO SOUTH ON U.S.
 GQ0414'HIGHWAY 91 1.5 MILES TO A SIDE ROAD LEFT (OLD HIGHWAY 91),
 GQ0414'TURN LEFT AND GO EAST AND SOUTH 9.2 MILES TO A FORK JUST
 GQ0414'BEFORE REACHING A CONCRETE BRIDGE, TURN LEFT AND GO 4.1 MILES
 GQ0414'TO A FORK, KEEP RIGHT 13.1 MILES TO A SIDE ROAD LEFT, CONTINUE
 GQ0414'AHEAD 4.6 MILES TO A FORK, KEEP LEFT 5.5 MILES TO A FORK,
 GQ0414'KEEP LEFT 0.3 MILE TO A FORK, KEEP LEFT, PASSING THROUGH A
 GQ0414'GATE, AND GO 1.4 MILES TO A CATTLE GUARD AND THE
 GQ0414'ARIZONA-NEVADA STATE LINE, CONTINUE 1.7 MILES TO A RANCH ON
 GQ0414'THE RIGHT, CONTINUE 0.4 MILE TO A FORK (CATTLE GUARD
 GQ0414'ON THE LEFT AND GATE ON THE RIGHT), CONTINUE ON RIGHT
 GQ0414'ROAD (PASSING THROUGH GATE) 1.3 MILES TO A SHACK AND A
 GQ0414'METAL GATE ON THE LEFT, PASS THROUGH GATE, GO 75 FEET AND
 GQ0414'PASS THROUGH ANOTHER GATE, TURN RIGHT, DOWN WASH,
 GQ0414'ABOUT 100 FEET AND PASS THROUGH A GATE TO THE LEFT.  TURN
 GQ0414'RIGHT AND GO EAST ALONG NORTH SIDE OF FENCE 1.3 MILES
 GQ0414'TO THE FOOT OF A STEEP HILL, CLIMB AND PASS OVER THIS HILL
 GQ0414'AND UP TO THE HIGHEST POINT OF THE NEXT RIDGE TO THE
 GQ0414'AZIMUTH MARK.  FROM HERE, FOLLOW THE AZIMUTH RIDGE ABOUT
 GQ0414'1.5 MILES, BEAR RIGHT, NORTH, AND GO 2.5 MILES TO THE
 GQ0414'HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1357 ***********************************************************************
 DV1357  DESIGNATION -  MOSHER
 DV1357  PID         -  DV1357
 DV1357  STATE/COUNTY-  AZ/MARICOPA
 DV1357  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1357
 DV1357                         *CURRENT SURVEY CONTROL
 DV1357  ___________________________________________________________________
 DV1357* NAD 83(1986)-  33 33 48.     (N)    113 12 53.     (W)     SCALED    
 DV1357* NAVD 88     -       401.024  (meters)    1315.69   (feet)  ADJUSTED  
 DV1357  ___________________________________________________________________
 DV1357  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1357  DYNAMIC HT  -         400.554 (meters)    1314.15  (feet)  COMP
 DV1357  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 DV1357
 DV1357  VERT ORDER  -  FIRST     CLASS II
 DV1357
 DV1357.The horizontal coordinates were scaled from a topographic map and have
 DV1357.an estimated accuracy of +/- 6 seconds.
 DV1357
 DV1357.The orthometric height was determined by differential leveling
 DV1357.and adjusted in June 1991.
 DV1357
 DV1357.The geoid height was determined by GEOID03.
 DV1357
 DV1357.The dynamic height is computed by dividing the NAVD 88
 DV1357.geopotential number by the normal gravity value computed on the
 DV1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1357.degrees latitude (g = 980.6199 gals.).
 DV1357
 DV1357.The modeled gravity was interpolated from observed gravity values.
 DV1357
 DV1357;                    North         East    Units  Estimated Accuracy
 DV1357;SPC AZ C     -   284,980.       92,840.      MT  (+/- 180 meters Scaled)
 DV1357
 DV1357                          SUPERSEDED SURVEY CONTROL
 DV1357
 DV1357.No superseded survey control is available for this station.
 DV1357
 DV1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC944159(NAD 83)
 DV1357_MARKER: DS = TRIANGULATION STATION DISK
 DV1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1357_SP_SET: CONCRETE POST
 DV1357_STAMPING: MOSHER 1948
 DV1357_MARK LOGO: CGS   
 DV1357_PROJECTION: FLUSH
 DV1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1357+STABILITY: SURFACE MOTION
 DV1357
 DV1357  HISTORY     - Date     Condition        Report By
 DV1357  HISTORY     - 1948     MONUMENTED       CGS
 DV1357  HISTORY     - 1981     GOOD             NGS
 DV1357
 DV1357                          STATION DESCRIPTION
 DV1357
 DV1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1357'28.3 KM (17.6 MI) NW FROM TONOPAH.
 DV1357'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1357'AT TONOPAH, THENCE 17.3 KM (10.75 MI) NORTHWEST ALONG SALOME ROAD,
 DV1357'7.9 METERS (26 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 56 METERS
 DV1357'(183.6 FT) SOUTHEAST OF A LARGE LONE IRONWOOD TREE, 81.8 METERS
 DV1357'(268 FT) NORTHEAST OF UNDERGROUND TELEPHONE CABLE WOODEN WITNESS POST
 DV1357'310.
 DV1357'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DV1357'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1892 ***********************************************************************
 DV1892  DESIGNATION -  MOSHER
 DV1892  PID         -  DV1892
 DV1892  STATE/COUNTY-  AZ/MARICOPA
 DV1892  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1892
 DV1892                         *CURRENT SURVEY CONTROL
 DV1892  ___________________________________________________________________
 DV1892* NAD 83(1992)-  33 33 47.80155(N)    113 12 52.63027(W)     ADJUSTED  
 DV1892* NAVD 88     -       401.1    (meters)    1316.     (feet)  VERTCON   
 DV1892  ___________________________________________________________________
 DV1892  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DV1892  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1892  HORZ ORDER  -  FIRST
 DV1892
 DV1892.The horizontal coordinates were established by classical geodetic methods
 DV1892.and adjusted by the National Geodetic Survey in August 1993.
 DV1892
 DV1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1892
 DV1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1892
 DV1892.The geoid height was determined by GEOID03.
 DV1892
 DV1892;                    North         East     Units Scale Factor Converg.
 DV1892;SPC AZ C     -   284,972.933    92,846.759   MT  1.00007900   -0 43 03.6
 DV1892;SPC AZ C     -   934,950.57    304,615.35   iFT  1.00007900   -0 43 03.6
 DV1892;SPC AZ W     -   284,356.067   263,069.658   MT  0.99996379   +0 17 45.6
 DV1892;SPC AZ W     -   932,926.73    863,089.43   iFT  0.99996379   +0 17 45.6
 DV1892;UTM  12      - 3,715,932.014   294,423.974   MT  1.00012105   -1 13 29.3
 DV1892
 DV1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1892!SPC AZ C     -   0.99994191  x   1.00007900  =   1.00002091
 DV1892!SPC AZ W     -   0.99994191  x   0.99996379  =   0.99990570
 DV1892!UTM  12      -   0.99994191  x   1.00012105  =   1.00006295
 DV1892
 DV1892|---------------------------------------------------------------------|
 DV1892| PID    Reference Object                     Distance      Geod. Az  |
 DV1892|                                                           dddmmss.s |
 DV1892| DV0976 A 13                                 32.669 METERS 02715     |
 DV1892| DV1356 MOSHER AZ MK                                       1195034.4 |
 DV1892| DV1358 MOSHER RM 1                          15.154 METERS 29406     |
 DV1892|---------------------------------------------------------------------|
 DV1892
 DV1892                          SUPERSEDED SURVEY CONTROL
 DV1892
 DV1892  NAD 83(1986)-  33 33 47.79314(N)    113 12 52.63738(W) AD(       ) 1
 DV1892  NAD 27      -  33 33 47.66310(N)    113 12 49.95000(W) AD(       ) 1
 DV1892  NGVD 29 (07/19/86)  400.5    (m)         1314.     (f) VERT ANG    3  
 DV1892
 DV1892.Superseded values are not recommended for survey control.
 DV1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1892.See file dsdata.txt to determine how the superseded data were derived.
 DV1892
 DV1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9442415932(NAD 83)
 DV1892_MARKER: DS = TRIANGULATION STATION DISK
 DV1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1892
 DV1892  HISTORY     - Date     Condition        Report By
 DV1892  HISTORY     - 1948     MONUMENTED       CGS
 DV1892  HISTORY     - 1950     GOOD             CGS
 DV1892  HISTORY     - 1962     GOOD             CGS
 DV1892  HISTORY     - 1981     GOOD             NGS
 DV1892
 DV1892                          STATION DESCRIPTION
 DV1892
 DV1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1892'THE STATION IS LOCATED ABOUT 28.7 MILES SOUTHEAST OF SALOME,
 DV1892'ALONG THE ROAD FROM SALOME TO HASSAYAMPA, 0.25 MILE SOUTHEAST
 DV1892'OF AN OLD ABANDONED ADOBE HOUSE 60 PACES SOUTHEAST OF A GROUP
 DV1892'OF 6 MOSQUITE TREES, 12 PACES SOUTHWEST OF AND APPROXIMATELY
 DV1892'THE SAME ELEVATION AS THE CENTER LINE OF BLADED ROAD, 10 FEET
 DV1892'NORTHWEST OF A 4 X 4 WITNESS POST, SET FLUSH, AND IS STAMPED,
 DV1892'MOSHER 1948.
 DV1892'
 DV1892'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1892'THE STATION, 13 PACES SOUTHWEST OF THE CENTER LINE OF BLADED
 DV1892'ROAD, PROJECTS 3 INCHES AND IS STAMPED, MOSHER NO 1 1948.
 DV1892'
 DV1892'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK U.S. COAST
 DV1892'AND GEODETIC SURVEY BENCH MARK, APPROXIMATELY THE SAME ELEVATION
 DV1892'AS THE STATION, 20 PACES NORTHEAST OF THE CENTER LINE OF
 DV1892'BLADED ROAD, PROJECTS 4 INCHES, AND IS STAMPED, A 13 1927
 DV1892'1315.142.
 DV1892'
 DV1892'THE AZIMUTH MARK IS LOCATED 19 PACES WEST OF AND APPROXIMATELY
 DV1892'THE SAME ELEVATION AS CENTER LINE OF BLADED ROAD, 4 FEET
 DV1892'SOUTHWEST OF A 4 X 4 WITNESS POST.  PROJECTS 2 INCHES, AND
 DV1892'IS STAMPED, MOSHER 1948.
 DV1892'
 DV1892'TO REACH FROM THE SHELL SERVICE STATION ON THE EAST EDGE OF
 DV1892'SALOME.  GO SOUTHERLY ALONG THE BLADED ROAD TOWARD HASSAYAMPA
 DV1892'FOR 0.3 MILE TO Y INTERSECTION.  TAKE LEFT FORK AND FOLLOW
 DV1892'MAIN TRAVELED ROAD FOR 28.2 MILES TO AN OLD ABANDONED ADOBE
 DV1892'BUILDING ON THE LEFT (NORTHEAST) SIDE OF ROAD.  CONTINUE
 DV1892'0.25 MILE TO STATION SITE ON RIGHT (SOUTHWEST) SIDE OF ROAD
 DV1892'AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV1892'
 DV1892'THIS STATION IS THE NORTHWEST END OF A FIRST ORDER BASE LINE.
 DV1892
 DV1892                          STATION RECOVERY (1950)
 DV1892
 DV1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1892'THE 1948 DESCRIPTION OF STATION AND MARKS IS ADEQUATE.
 DV1892'ALL MARKS FOUND IN GOOD CONDITION.
 DV1892'
 DV1892'REACHED FROM TONOPAH POST OFFICE BY GOING WEST FOR 8 MILES
 DV1892'TO JUNCTION WITH HASSAYAMPA-SALOME ROAD, THENCE NORTHWEST ON
 DV1892'ROAD TOWARDS SALOME FOR 10.2 MILES TO STATION ABOUT 36 FEET
 DV1892'SOUTHWEST OF ROAD, WITNESSED BY WHITE 4 BY 4-INCH POST.
 DV1892
 DV1892                          STATION RECOVERY (1962)
 DV1892
 DV1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1892'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1948 DESCRIPTION
 DV1892'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DIRECTION
 DV1892'AND THE DISTANCE TO ALL MARKS WERE CHECKED AND FOUND TO BE
 DV1892'CORRECT.
 DV1892'
 DV1892'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DV1892'
 DV1892'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTH
 DV1892'ON SURFACED ROAD FOR 0.3 MILE TO FORKS JUST AFTER CROSSING
 DV1892'A CATTLE GUARD, KEEP RIGHT AND CONTINUE SOUTHEAST FOR 7.1
 DV1892'MILES TO END OF SURFACED ROAD, CONTINUE SOUTHEAST ON GRAVEL
 DV1892'ROAD FOR 12.25 MILES TO THE YUMA-MARICOPA COUNTY LINE, CONTINUE
 DV1892'SOUTHEAST ON GRAVEL ROAD FOR 2.3 MILES TO CROSSROAD AND SIGN
 DV1892'AGUILA 24 MILES, CONTINUE SOUTHEAST ON GRADED ROAD FOR
 DV1892'5.5 MILES TO THE REMAINS OF AN OLD BUILDING ON LEFT, CONTINUE
 DV1892'SOUTHEAST FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DV1892'
 DV1892'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN
 DV1892'TOP OF 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH AND
 DV1892'IS STAMPED MOSHER 1948.  THE MARK IS 39 FEET SOUTHWEST OF
 DV1892'CENTER OF GRAVEL ROAD AND 10 FEET NORTHWEST OF A 4 X 4 INCH
 DV1892'WITNESS POST.
 DV1892'
 DV1892'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV1892'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DV1892'AND IS STAMPED MOSHER NO 1 1948.  THE MARK IS 39 FEET SOUTHWEST
 DV1892'OF CENTER OF GRAVEL ROAD.
 DV1892'
 DV1892'REFERENCE MARK 2, A STANDARD U.S. COAST AND GEODETIC SURVEY
 DV1892'BENCH MARK DISK SET IN TOP OF A 10 INCH SQUARE CONCRETE
 DV1892'POST WHICH PROJECTS ABOUT 8 INCHES AND IS STAMPED A 13 1927
 DV1892'1315.42.  THE MARK IS 67 FEET NORTHEAST OF CENTER OF GRAVEL ROAD.
 DV1892'
 DV1892'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 DV1892'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 DV1892'STAMPED MOSHER 1948.  THE MARK IS 54 FEET SOUTHWEST OF CENTER
 DV1892'OF GRAVEL ROAD AND 4 FEET SOUTHEAST OF A 4 X 4 INCH SQUARE
 DV1892'WITNESS POST.
 DV1892'
 DV1892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 DV1892'ON GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON RIGHT.
 DV1892'
 DV1892'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV1892
 DV1892                          STATION RECOVERY (1981)
 DV1892
 DV1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1892'THE STATION, RM 1, RM 2 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1356 ***********************************************************************
 DV1356  DESIGNATION -  MOSHER AZ MK
 DV1356  PID         -  DV1356
 DV1356  STATE/COUNTY-  AZ/MARICOPA
 DV1356  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1356
 DV1356                         *CURRENT SURVEY CONTROL
 DV1356  ___________________________________________________________________
 DV1356* NAD 83(1986)-  33 33 39.     (N)    113 12 35.     (W)     SCALED    
 DV1356* NAVD 88     -       397.697  (meters)    1304.78   (feet)  ADJUSTED  
 DV1356  ___________________________________________________________________
 DV1356  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1356  DYNAMIC HT  -         397.231 (meters)    1303.25  (feet)  COMP
 DV1356  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 DV1356
 DV1356  VERT ORDER  -  FIRST     CLASS II
 DV1356
 DV1356.The horizontal coordinates were scaled from a topographic map and have
 DV1356.an estimated accuracy of +/- 6 seconds.
 DV1356
 DV1356.The orthometric height was determined by differential leveling
 DV1356.and adjusted in June 1991.
 DV1356
 DV1356.The geoid height was determined by GEOID03.
 DV1356
 DV1356.The dynamic height is computed by dividing the NAVD 88
 DV1356.geopotential number by the normal gravity value computed on the
 DV1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1356.degrees latitude (g = 980.6199 gals.).
 DV1356
 DV1356.The modeled gravity was interpolated from observed gravity values.
 DV1356
 DV1356;                    North         East    Units  Estimated Accuracy
 DV1356;SPC AZ C     -   284,700.       93,300.      MT  (+/- 180 meters Scaled)
 DV1356
 DV1356                          SUPERSEDED SURVEY CONTROL
 DV1356
 DV1356.No superseded survey control is available for this station.
 DV1356
 DV1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC948156(NAD 83)
 DV1356_MARKER: DZ = AZIMUTH MARK DISK
 DV1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1356_SP_SET: CONCRETE POST
 DV1356_STAMPING: MOSHER 1948
 DV1356_MARK LOGO: CGS   
 DV1356_PROJECTION: PROJECTING 15 CENTIMETERS
 DV1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1356+STABILITY: SURFACE MOTION
 DV1356
 DV1356  HISTORY     - Date     Condition        Report By
 DV1356  HISTORY     - 1948     MONUMENTED       CGS
 DV1356  HISTORY     - 1981     GOOD             NGS
 DV1356
 DV1356                          STATION DESCRIPTION
 DV1356
 DV1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1356'27.7 KM (17.25 MI) NW FROM TONOPAH.
 DV1356'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1356'AT TONOPAH, THENCE 16.7 KM (10.4 MI) NORTHWEST ALONG SALOME ROAD,
 DV1356'0.55 KM (0.35 MI) NORTHWEST OF A WHITE 10 BY 12 FOOT CINDER BLOCK BELL
 DV1356'TELEPHONE UNDERGROUND CABLE SUBSTATION, 0.55 KM (0.35 MI) SOUTHEAST
 DV1356'OF STATION MOSHER, 12.2 METERS (40 FT) SOUTHWEST OF THE CENTERLINE OF
 DV1356'THE ROAD.
 DV1356'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DV1356'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1358 ***********************************************************************
 DV1358  DESIGNATION -  MOSHER RM 1
 DV1358  PID         -  DV1358
 DV1358  STATE/COUNTY-  AZ/MARICOPA
 DV1358  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1358
 DV1358                         *CURRENT SURVEY CONTROL
 DV1358  ___________________________________________________________________
 DV1358* NAD 83(1986)-  33 33 48.     (N)    113 12 53.     (W)     SCALED    
 DV1358* NAVD 88     -       401.170  (meters)    1316.17   (feet)  ADJUSTED  
 DV1358  ___________________________________________________________________
 DV1358  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1358  DYNAMIC HT  -         400.700 (meters)    1314.63  (feet)  COMP
 DV1358  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 DV1358
 DV1358  VERT ORDER  -  FIRST     CLASS II
 DV1358
 DV1358.The horizontal coordinates were scaled from a topographic map and have
 DV1358.an estimated accuracy of +/- 6 seconds.
 DV1358
 DV1358.The orthometric height was determined by differential leveling
 DV1358.and adjusted in June 1991.
 DV1358
 DV1358.The geoid height was determined by GEOID03.
 DV1358
 DV1358.The dynamic height is computed by dividing the NAVD 88
 DV1358.geopotential number by the normal gravity value computed on the
 DV1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1358.degrees latitude (g = 980.6199 gals.).
 DV1358
 DV1358.The modeled gravity was interpolated from observed gravity values.
 DV1358
 DV1358;                    North         East    Units  Estimated Accuracy
 DV1358;SPC AZ C     -   284,980.       92,840.      MT  (+/- 180 meters Scaled)
 DV1358
 DV1358                          SUPERSEDED SURVEY CONTROL
 DV1358
 DV1358.No superseded survey control is available for this station.
 DV1358
 DV1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC944159(NAD 83)
 DV1358_MARKER: DR = REFERENCE MARK DISK
 DV1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1358_SP_SET: CONCRETE POST
 DV1358_STAMPING: MOSHER NO. 1 1948
 DV1358_MARK LOGO: CGS   
 DV1358_PROJECTION: FLUSH
 DV1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1358+STABILITY: SURFACE MOTION
 DV1358
 DV1358  HISTORY     - Date     Condition        Report By
 DV1358  HISTORY     - 1948     MONUMENTED       CGS
 DV1358  HISTORY     - 1981     GOOD             NGS
 DV1358
 DV1358                          STATION DESCRIPTION
 DV1358
 DV1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1358'28.3 KM (17.6 MI) NW FROM TONOPAH.
 DV1358'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1358'AT TONOPAH, THENCE 17.3 KM (10.75 MI) NORTHWEST ALONG SALOME ROAD,
 DV1358'9.2 METERS (30 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 40.8
 DV1358'METERS (133.9 FT) SOUTHEAST OF A LARGE LONE IRONWOOD TREE, 80.7 METERS
 DV1358'(264.5 FT) NORTH-NORTHEAST OF UNDERGROUND TELEPHONE CABLE WOODEN
 DV1358'WITNESS POST 310, 15.2 METERS (49.7 FT) NORTHWEST OF STATION MOSHER.
 DV1358'THE MARK IS 14.7 METERS  NW FROM A WITNESS POST.
 DV1358'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5751 ***********************************************************************
 DH5751  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5751  DESIGNATION -  MOSON
 DH5751  PID         -  DH5751
 DH5751  STATE/COUNTY-  AZ/COCHISE
 DH5751  USGS QUAD   -  LEWIS SPRINGS (1983)
 DH5751
 DH5751                         *CURRENT SURVEY CONTROL
 DH5751  ___________________________________________________________________
 DH5751* NAD 83(2007)-  31 30 39.70561(N)    110 12 24.64608(W)     ADJUSTED  
 DH5751* NAVD 88     -      1330.88   (meters)    4366.4    (feet)  GPS OBS   
 DH5751  ___________________________________________________________________
 DH5751  EPOCH DATE  -        2007.00
 DH5751  X           -  -1,880,311.521 (meters)                     COMP
 DH5751  Y           -  -5,108,653.312 (meters)                     COMP
 DH5751  Z           -   3,315,010.597 (meters)                     COMP
 DH5751  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DH5751  ELLIP HEIGHT-        1302.821 (meters)          (02/10/07) ADJUSTED
 DH5751  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DH5751
 DH5751  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5751  Type    PID    Designation                      North   East  Ellip
 DH5751  -------------------------------------------------------------------
 DH5751  NETWORK DH5751 MOSON                             1.10   0.98   3.10
 DH5751  -------------------------------------------------------------------
 DH5751
 DH5751.The horizontal coordinates were established by GPS observations
 DH5751.and adjusted by the National Geodetic Survey in February 2007.
 DH5751
 DH5751.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5751.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5751.The horizontal coordinates are valid at the epoch date displayed above.
 DH5751.The epoch date for horizontal control is a decimal equivalence
 DH5751.of Year/Month/Day.
 DH5751
 DH5751.The orthometric height was determined by GPS observations and a
 DH5751.high-resolution geoid model.
 DH5751.The orthometric height was determined by GPS observations and a
 DH5751.high-resolution geoid model using precise GPS observation and
 DH5751.processing techniques.
 DH5751
 DH5751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5751
 DH5751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5751
 DH5751.The ellipsoidal height was determined by GPS observations
 DH5751.and is referenced to NAD 83.
 DH5751
 DH5751.The geoid height was determined by GEOID03.
 DH5751
 DH5751;                    North         East     Units Scale Factor Converg.
 DH5751;SPC AZ E     -    56,654.833   209,543.687   MT  0.99990018   -0 01 15.6
 DH5751;SPC AZ E     -   185,875.44    687,479.29   iFT  0.99990018   -0 01 15.6
 DH5751;UTM  12      - 3,486,511.539   575,313.575   MT  0.99966996   +0 24 52.5
 DH5751
 DH5751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5751!SPC AZ E     -   0.99979547  x   0.99990018  =   0.99969567
 DH5751!UTM  12      -   0.99979547  x   0.99966996  =   0.99946549
 DH5751
 DH5751                          SUPERSEDED SURVEY CONTROL
 DH5751
 DH5751  NAD 83(1992)-  31 30 39.70543(N)    110 12 24.64577(W) AD(       ) B
 DH5751  ELLIP H (08/22/05) 1302.835  (m)                       GP(       ) 4 2
 DH5751
 DH5751.Superseded values are not recommended for survey control.
 DH5751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5751.See file dsdata.txt to determine how the superseded data were derived.
 DH5751
 DH5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7531486512(NAD 83)
 DH5751_MARKER: DD = SURVEY DISK
 DH5751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5751_STAMPING: MOSON 2004
 DH5751_MARK LOGO: AZ-003
 DH5751_PROJECTION: FLUSH
 DH5751_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5751+STABILITY: SURFACE MOTION
 DH5751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5751+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5751
 DH5751  HISTORY     - Date     Condition        Report By
 DH5751  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5751
 DH5751                          STATION DESCRIPTION
 DH5751
 DH5751'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5751'FROM THE POST OFFICE IN HEREFORD, AZ GO NORTH ON HWY 92 APPROXIMATELY
 DH5751'200 FEET TO HEREFORD RD. TURN RIGHT AND TRAVEL EAST 3.44 MILES TO
 DH5751'MOSON RD. TURN LEFT AND BEAR NORTH 4.58 MILES TO CONNOR RD. TURN LEFT
 DH5751'AND GO THROUGH A BARBED WIRE FENCE GATE, GO WEST 1.0 MILES TO A DIRT
 DH5751'ROAD HEADING NORTH, TRAVEL NORTH .5 MILE PAST A CATTLE POND TO THE
 DH5751'STATION. STATION IS APPROXIMATELY 120 FEET SOUTH OF THE CENTER LINE OF
 DH5751'A WASH, AND 130 FEET NORTH OF OLD FENCELINE.
 DH5751' 
 DH5751'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5751'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5751'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0925 ***********************************************************************
 ES0925  DESIGNATION -  MOSQUITO
 ES0925  PID         -  ES0925
 ES0925  STATE/COUNTY-  AZ/COCONINO
 ES0925  USGS QUAD   -  O W POINT (1990)
 ES0925
 ES0925                         *CURRENT SURVEY CONTROL
 ES0925  ___________________________________________________________________
 ES0925* NAD 83(1992)-  34 17 55.69472(N)    110 51 42.41311(W)     ADJUSTED  
 ES0925* NAVD 88     -      2307.8    (meters)    7572.     (feet)  VERTCON   
 ES0925  ___________________________________________________________________
 ES0925  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 ES0925  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 ES0925  HORZ ORDER  -  SECOND
 ES0925
 ES0925.The horizontal coordinates were established by classical geodetic methods
 ES0925.and adjusted by the National Geodetic Survey in August 1993.
 ES0925
 ES0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0925
 ES0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0925
 ES0925.The geoid height was determined by GEOID03.
 ES0925
 ES0925;                    North         East     Units Scale Factor Converg.
 ES0925;SPC AZ C     -   366,299.167   310,465.097   MT  1.00001619   +0 35 40.1
 ES0925;SPC AZ C     - 1,201,768.92  1,018,586.28   iFT  1.00001619   +0 35 40.1
 ES0925;SPC AZ E     -   366,014.134   149,373.522   MT  0.99995045   -0 23 30.2
 ES0925;SPC AZ E     - 1,200,833.77    490,070.61   iFT  0.99995045   -0 23 30.2
 ES0925;UTM  12      - 3,795,296.235   512,719.324   MT  0.99960199   +0 04 40.4
 ES0925
 ES0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0925!SPC AZ C     -   0.99964164  x   1.00001619  =   0.99965783
 ES0925!SPC AZ E     -   0.99964164  x   0.99995045  =   0.99959211
 ES0925!UTM  12      -   0.99964164  x   0.99960199  =   0.99924377
 ES0925
 ES0925:                Primary Azimuth Mark                     Grid Az
 ES0925:SPC AZ C     -  ASPEN                                    047 34 44.0
 ES0925:SPC AZ E     -  ASPEN                                    048 33 54.3
 ES0925:UTM  12      -  ASPEN                                    048 05 43.7
 ES0925
 ES0925|---------------------------------------------------------------------|
 ES0925| PID    Reference Object                     Distance      Geod. Az  |
 ES0925|                                                           dddmmss.s |
 ES0925| ES0887 ASPEN                               412.569 METERS 0481024.1 |
 ES0925| ES0940 SPRINGS                             343.039 METERS 25628     |
 ES0925|---------------------------------------------------------------------|
 ES0925
 ES0925                          SUPERSEDED SURVEY CONTROL
 ES0925
 ES0925  NAD 83(1986)-  34 17 55.68952(N)    110 51 42.41740(W) AD(       ) 2
 ES0925  NGVD 29 (08/03/87) 2306.7    (m)         7568.     (f) VERT ANG    3  
 ES0925
 ES0925.Superseded values are not recommended for survey control.
 ES0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0925.See file dsdata.txt to determine how the superseded data were derived.
 ES0925
 ES0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1271995296(NAD 83)
 ES0925_MARKER: DS = TRIANGULATION STATION DISK
 ES0925_SETTING: 66 = SET IN ROCK OUTCROP
 ES0925_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0925+STABILITY: POSITION/ELEVATION WELL
 ES0925
 ES0925  HISTORY     - Date     Condition        Report By
 ES0925  HISTORY     - 1984     MONUMENTED       AZDT
 ES0925  HISTORY     - 19971011 GOOD             USPSQD
 ES0925  HISTORY     - 20050729 GOOD             USPSQD
 ES0925
 ES0925                          STATION DESCRIPTION
 ES0925
 ES0925'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0925'THE STATION IS LOCATED 17-3/4 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0925'SIDE OF STATE ROUTE 260.
 ES0925'
 ES0925'THE STATION MARK IS AN AZDT DISK STAMPED---MOSQUITO 1984---.  IT IS
 ES0925'SET IN A DRILL HOLE IN A SANDSTONE BOULDER WHICH IS FLUSH WITH THE
 ES0925'GROUND.  IT IS 63 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 ES0925'6 FEET SOUTHEAST OF THE WITNESS POST.
 ES0925'
 ES0925'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0925'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 19.5 MILES TO
 ES0925'YOUNG ROAD ON THE LEFT. CONTINUE SOUTHWEST ALONG THE HIGHWAY FOR 0.35
 ES0925'MILE TO THE STATION ON THE LEFT.
 ES0925
 ES0925                          STATION RECOVERY (1997)
 ES0925
 ES0925'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0925'RECOVERED IN GOOD CONDITION.
 ES0925
 ES0925                          STATION RECOVERY (2005)
 ES0925
 ES0925'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ES0925'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1096 ***********************************************************************
 ET1096  DESIGNATION -  MOSS
 ET1096  PID         -  ET1096
 ET1096  STATE/COUNTY-  AZ/MOHAVE
 ET1096  USGS QUAD   -  PILGRIM WASH (1967)
 ET1096
 ET1096                         *CURRENT SURVEY CONTROL
 ET1096  ___________________________________________________________________
 ET1096* NAD 83(1992)-  34 59 52.52576(N)    113 39 51.75324(W)     ADJUSTED  
 ET1096* NAVD 88     -       909.0    (meters)    2982.     (feet)  VERTCON   
 ET1096  ___________________________________________________________________
 ET1096  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 ET1096  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 ET1096  HORZ ORDER  -  SECOND
 ET1096
 ET1096.The horizontal coordinates were established by classical geodetic methods
 ET1096.and adjusted by the National Geodetic Survey in August 1993.
 ET1096
 ET1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1096
 ET1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1096
 ET1096.The geoid height was determined by GEOID03.
 ET1096
 ET1096;                    North         East     Units Scale Factor Converg.
 ET1096;SPC AZ W     -   443,362.036   221,176.145   MT  0.99993409   +0 02 56.8
 ET1096;SPC AZ W     - 1,454,599.86    725,643.52   iFT  0.99993409   +0 02 56.8
 ET1096;UTM  12      - 3,876,056.952   256,834.924   MT  1.00032881   -1 31 44.0
 ET1096
 ET1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1096!SPC AZ W     -   0.99986178  x   0.99993409  =   0.99979588
 ET1096!UTM  12      -   0.99986178  x   1.00032881  =   1.00019054
 ET1096
 ET1096|---------------------------------------------------------------------|
 ET1096| PID    Reference Object                     Distance      Geod. Az  |
 ET1096|                                                           dddmmss.s |
 ET1096| CH3729 MOSS RM 1                             9.212 METERS 00305     |
 ET1096| CH3730 MOSS RM 2                             8.939 METERS 18357     |
 ET1096| FR0965 WHEELER                             APPROX. 3.2 KM 3594429.1 |
 ET1096|---------------------------------------------------------------------|
 ET1096
 ET1096                          SUPERSEDED SURVEY CONTROL
 ET1096
 ET1096  NAD 83(1986)-  34 59 52.52696(N)    113 39 51.75809(W) AD(       ) 2
 ET1096  NAD 27      -  34 59 52.49821(N)    113 39 48.97095(W) AD(       ) 2
 ET1096  NGVD 29 (07/19/86)  908.2    (m)         2980.     (f) VERT ANG    3  
 ET1096
 ET1096.Superseded values are not recommended for survey control.
 ET1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1096.See file dsdata.txt to determine how the superseded data were derived.
 ET1096
 ET1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5683576057(NAD 83)
 ET1096_MARKER: DD = SURVEY DISK
 ET1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1096
 ET1096  HISTORY     - Date     Condition        Report By
 ET1096  HISTORY     - 1979     MONUMENTED       AZDT
 ET1096  HISTORY     - 19980702 GOOD             USPSQD
 ET1096
 ET1096                          STATION DESCRIPTION
 ET1096
 ET1096'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1096'THE STATION IS LOCATED ABOUT 20 MILES WEST NORTHWEST OF WICKIEUP AND
 ET1096'ALONG THE WEST SIDE OF U.S. HIGHWAY 93.
 ET1096'
 ET1096'THE STATION MARK IS AN ADOT DISK STAMPED, MOSS 1979.  IT IS SET IN TOP
 ET1096'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 ET1096'3.9 FEET EAST SOUTHEAST OF THE WITNESS POST.
 ET1096'
 ET1096'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, MOSS RM 1 1979.  IT IS SET
 ET1096'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1096'
 ET1096'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, MOSS RM2 1979.  IT IS SET IN
 ET1096'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1096'
 ET1096'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1096'U.S. HIGHWAY 93 FOR 20.76 MILES TO A HIGHWAY CUT AND THE STATION ON
 ET1096'THE LEFT 97 FEET WEST OF HIGHWAY CENTERLINE.
 ET1096
 ET1096                          STATION RECOVERY (1998)
 ET1096
 ET1096'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0463 ***********************************************************************
 ER0463  DESIGNATION -  MOST
 ER0463  PID         -  ER0463
 ER0463  STATE/COUNTY-  AZ/APACHE
 ER0463  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0463
 ER0463                         *CURRENT SURVEY CONTROL
 ER0463  ___________________________________________________________________
 ER0463* NAD 83(2007)-  34 30 22.09341(N)    109 24 41.04080(W)     ADJUSTED  
 ER0463* NAVD 88     -      1803.3    (meters)    5916.     (feet)  GPS OBS   
 ER0463  ___________________________________________________________________
 ER0463  EPOCH DATE  -        2007.00
 ER0463  X           -  -1,749,193.129 (meters)                     COMP
 ER0463  Y           -  -4,963,950.393 (meters)                     COMP
 ER0463  Z           -   3,593,861.361 (meters)                     COMP
 ER0463  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 ER0463  ELLIP HEIGHT-        1780.038 (meters)          (02/10/07) ADJUSTED
 ER0463  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 ER0463
 ER0463  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0463  Type    PID    Designation                      North   East  Ellip
 ER0463  -------------------------------------------------------------------
 ER0463  NETWORK ER0463 MOST                              0.82   0.73   1.90
 ER0463  -------------------------------------------------------------------
 ER0463
 ER0463.The horizontal coordinates were established by GPS observations
 ER0463.and adjusted by the National Geodetic Survey in February 2007.
 ER0463
 ER0463.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0463.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0463.The horizontal coordinates are valid at the epoch date displayed above.
 ER0463.The epoch date for horizontal control is a decimal equivalence
 ER0463.of Year/Month/Day.
 ER0463
 ER0463.The orthometric height was determined by GPS observations and a
 ER0463.high-resolution geoid model.
 ER0463
 ER0463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0463
 ER0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0463
 ER0463.The ellipsoidal height was determined by GPS observations
 ER0463.and is referenced to NAD 83.
 ER0463
 ER0463.The geoid height was determined by GEOID03.
 ER0463
 ER0463;                    North         East     Units Scale Factor Converg.
 ER0463;SPC AZ E     -   389,051.437   282,712.363   MT  0.99995927   +0 25 40.3
 ER0463;SPC AZ E     - 1,276,415.48    927,534.00   iFT  0.99995927   +0 25 40.3
 ER0463;UTM  12      - 3,819,423.241   645,834.676   MT  0.99986215   +0 54 00.3
 ER0463
 ER0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0463!SPC AZ E     -   0.99972066  x   0.99995927  =   0.99967994
 ER0463!UTM  12      -   0.99972066  x   0.99986215  =   0.99958284
 ER0463
 ER0463|---------------------------------------------------------------------|
 ER0463| PID    Reference Object                     Distance      Geod. Az  |
 ER0463|                                                           dddmmss.s |
 ER0463| CD2359 MOST RM 1                             9.631 METERS 08655     |
 ER0463| CD2360 MOST RM 2                             9.181 METERS 27159     |
 ER0463| ER0464 BIG                                 APPROX. 5.5 KM 2743640.8 |
 ER0463|---------------------------------------------------------------------|
 ER0463
 ER0463                          SUPERSEDED SURVEY CONTROL
 ER0463
 ER0463  ELLIP H (08/22/01) 1780.042  (m)                       GP(       ) 4 1
 ER0463  ELLIP H (09/26/97) 1780.089  (m)                       GP(       ) 4 1
 ER0463  NAD 83(1992)-  34 30 22.09269(N)    109 24 41.04253(W) AD(       ) 2
 ER0463  NAD 83(1986)-  34 30 22.09165(N)    109 24 41.05060(W) AD(       ) 2
 ER0463  NAD 27      -  34 30 21.96199(N)    109 24 38.67225(W) AD(       ) 2
 ER0463  NGVD 29 (07/19/86) 1802.5    (m)         5914.     (f) VERT ANG    3  
 ER0463
 ER0463.Superseded values are not recommended for survey control.
 ER0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0463.See file dsdata.txt to determine how the superseded data were derived.
 ER0463
 ER0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4583519423(NAD 83)
 ER0463_MARKER: DD = SURVEY DISK
 ER0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0463_STAMPING: MOST 1979
 ER0463_MARK LOGO: AZDT  
 ER0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 ER0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0463+STABILITY: SURFACE MOTION
 ER0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0463+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 ER0463
 ER0463  HISTORY     - Date     Condition        Report By
 ER0463  HISTORY     - 1979     MONUMENTED       AZDT
 ER0463  HISTORY     - 19970515 GOOD             NGS
 ER0463
 ER0463                          STATION DESCRIPTION
 ER0463
 ER0463'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0463'THE STATION IS ABOUT 2.5 MILES WEST OF ST. JOHNS ALONG THE NORTH R/W
 ER0463'OF STATE HWY. 61 ON TOP OF A SMALL HILL.
 ER0463'
 ER0463'THE STATION MARK IS AN ADOT HWY. DIVISION DISK STAMPED---MOST 1979
 ER0463'---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 48.5 FEET NORTH OF
 ER0463'HWY. CENTERLINE INSIDE HWY. R/W AND MARKED WITH A WITNESS POST AND
 ER0463'SIGN 1.6 FEET TO THE NORTH.
 ER0463'
 ER0463'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---MOST RM 1
 ER0463'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 49 FEET NORTH OF
 ER0463'HWY. CENTERLINE.
 ER0463'
 ER0463'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---MOST RM 2
 ER0463'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 50 FEET NORTH OF
 ER0463'HWY. CENTERLINE.
 ER0463'
 ER0463'TO REACH THE STATION FROM THE JUNCTION OF US HWY. 180-666 AND STATE
 ER0463'HWY. 61 IN ST. JOHNS, TRAVEL WEST ON HWY. 61 FOR 3.0 MILES TO MILE
 ER0463'POST 366.04 AND THE STATION ON THE RIGHT ON THE CREST OF A HILL.
 ER0463
 ER0463                          STATION RECOVERY (1997)
 ER0463
 ER0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ER0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 ER0463'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTES.  THE STATION USED
 ER0463'AS MOST RM 2 IS AN 8 CM (3 IN) AZDT STATE HIGHWAY 61 STATION DISK
 ER0463'STAMPED --628+54.90 1932-- IN A 6 IN SQUARE CONCRETE POST, AND IS 0.6
 ER0463'M (2.0 FT) EAST FROM A WHITE PAINTED WOOD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1935 ***********************************************************************
 DV1935  DESIGNATION -  MOTTBUSCH
 DV1935  PID         -  DV1935
 DV1935  STATE/COUNTY-  AZ/YUMA
 DV1935  USGS QUAD   -  NOTTBUSCH BUTTE (1990)
 DV1935
 DV1935                         *CURRENT SURVEY CONTROL
 DV1935  ___________________________________________________________________
 DV1935* NAD 83(1992)-  33 19 45.38048(N)    113 25 01.89544(W)     ADJUSTED  
 DV1935* NAVD 88     -       666.4    (meters)    2186.     (feet)  VERTCON   
 DV1935  ___________________________________________________________________
 DV1935  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DV1935  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DV1935  HORZ ORDER  -  SECOND
 DV1935
 DV1935.The horizontal coordinates were established by classical geodetic methods
 DV1935.and adjusted by the National Geodetic Survey in August 1993.
 DV1935
 DV1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1935
 DV1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1935
 DV1935.The geoid height was determined by GEOID03.
 DV1935
 DV1935;                    North         East     Units Scale Factor Converg.
 DV1935;SPC AZ W     -   258,324.681   244,343.831   MT  0.99994516   +0 10 58.3
 DV1935;SPC AZ W     -   847,521.92    801,652.99   iFT  0.99994516   +0 10 58.3
 DV1935;SPC AZ C     -   259,271.869    73,661.757   MT  1.00014054   -0 49 28.6
 DV1935;SPC AZ C     -   850,629.49    241,672.43   iFT  1.00014054   -0 49 28.6
 DV1935;UTM  12      - 3,690,399.645   275,011.703   MT  1.00022414   -1 19 43.3
 DV1935
 DV1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1935!SPC AZ W     -   0.99990033  x   0.99994516  =   0.99984550
 DV1935!SPC AZ C     -   0.99990033  x   1.00014054  =   1.00004086
 DV1935!UTM  12      -   0.99990033  x   1.00022414  =   1.00012445
 DV1935
 DV1935:                Primary Azimuth Mark                     Grid Az
 DV1935:SPC AZ W     -  MONTEZUMA                                135 57 18.5
 DV1935:SPC AZ C     -  MONTEZUMA                                136 57 45.4
 DV1935:UTM  12      -  MONTEZUMA                                137 28 00.1
 DV1935
 DV1935|---------------------------------------------------------------------|
 DV1935| PID    Reference Object                     Distance      Geod. Az  |
 DV1935|                                                           dddmmss.s |
 DV1935| DV1919 MONTEZUMA                           APPROX.28.8 KM 1360816.8 |
 DV1935| CH3731 MOTTBUSCH AZ MK                                    1815539.8 |
 DV1935| CH3732 MOTTBUSCH RM 1                        5.065 METERS 19034     |
 DV1935| CH3733 MOTTBUSCH RM 2                        3.496 METERS 27119     |
 DV1935| DV1934 MOTTBUSCH CAIRN                       3.500 METERS 33824     |
 DV1935|---------------------------------------------------------------------|
 DV1935
 DV1935                          SUPERSEDED SURVEY CONTROL
 DV1935
 DV1935  NAD 83(1986)-  33 19 45.37358(N)    113 25 01.90289(W) AD(       ) 2
 DV1935  NAD 27      -  33 19 45.23600(N)    113 24 59.20400(W) AD(       ) 2
 DV1935  NGVD 29 (07/19/86)  665.7    (m)         2184.     (f) VERT ANG    3  
 DV1935
 DV1935.Superseded values are not recommended for survey control.
 DV1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1935.See file dsdata.txt to determine how the superseded data were derived.
 DV1935
 DV1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7501290400(NAD 83)
 DV1935_MARKER: DS = TRIANGULATION STATION DISK
 DV1935_SETTING: 66 = SET IN ROCK OUTCROP
 DV1935
 DV1935  HISTORY     - Date     Condition        Report By
 DV1935  HISTORY     - 1950     MONUMENTED       CGS
 DV1935  HISTORY     - 1968     GOOD             AMS
 DV1935
 DV1935                          STATION DESCRIPTION
 DV1935
 DV1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1935'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOTTBUSCH
 DV1935'BUTTE, A LONE HIGH RIDGE IN THE VALLEY WEST OF THE EAGLE
 DV1935'TAIL MOUNTAINS, ABOUT 35 MILES NORTH OF DATELAND AND ABOUT
 DV1935'3 MILES NORTH EASTERLY OF CALANTON WELL.  THE MARK IS A
 DV1935'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND PROJECTING
 DV1935'ABOUT 4 INCHES.  IT IS STAMPED MOTTBUSCH 1950.
 DV1935'
 DV1935'R.M. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK,
 DV1935'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED MOTTBUSH
 DV1935'NO 1 1950.
 DV1935'
 DV1935'R.M. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 DV1935'ABOUT 6 INCHES HIGHER THAN THE STATION.  IT IS STAMPED MOTTBUSCH
 DV1935'NO 2 1950.
 DV1935'
 DV1935'AZIMUTH MARK IS LOCATED ABOUT 1 MILE AIRLINE NORTHWEST OF
 DV1935'CLANTON WELL, ABOUT 100 YARDS SOUTH OF A DIRT ROAD, 7.3
 DV1935'FEET EAST OF A STANDARD REFERENCE POST AND 4.04 FEET EAST
 DV1935'OF A U.S. GENERAL LAND OFFICE SURVEY MARK THAT IS STAMPED,
 DV1935'(T1S R11 W S31 S32 S6 S5 T2S 1941), THE MARK IS A STANDARD
 DV1935'DISK BRAZED TO THE TOP OF A 3 INCH SOIL PIPE, PROJECTING
 DV1935'ABOUT 3 INCHES.  IT IS STAMPED MOTTBUSCH 1950.
 DV1935'
 DV1935'THE CAIRN IS ABOUT 5 FEET HIGH, 3 FEET IN DIAMETER AT THE
 DV1935'BASE AND NEAR THE SAME ELEVATION AS THE STATION.
 DV1935'
 DV1935'TO REACH THE STATION FROM HORN, A RAILROAD SIDING SECTION
 DV1935'HOUSE ON THE SOUTHERN PACIFIC RAILROAD, GO EAST ALONG THE
 DV1935'SOUTH SIDE OF THE TRACKS 7.3 MILES TO A RAILROAD CROSSING,
 DV1935'TURN LEFT ACROSS THE TRACKS AND FOLLOW A BLADED ROAD FOR
 DV1935'16.1 MILES TO A FORK, TAKE RIGHT FORK, GO 0.2 MILE TO A
 DV1935'FORK, TAKE RIGHT FORK, GO 0.3 MILE TO CLANTON WELL, KEEP TO
 DV1935'THE LEFT OF THE WELL, GO 0.05 TO A FORK, TAKE LEFT FORK,
 DV1935'GO 1.4 MILES TO EAGLE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DV1935'LEAVE THE MAIN TRAVEL ROAD AND CONTINUE NORTHWARD INTO THE
 DV1935'WASH, THENCE TOWARDS THE MOTTBUSCH BUTTE FOR 2.2 MILES TO
 DV1935'THE BASE OF THE BUTTE THIS IS END OF TRUCK TRAVEL.  PACK
 DV1935'NORTHERLY TO THE HIGHEST POINT AND THE STATION.  (A 45
 DV1935'MINUTE PACK).
 DV1935'
 DV1935'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 DV1935
 DV1935                          STATION RECOVERY (1968)
 DV1935
 DV1935'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 DV1935'STATION MARK, R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED.
 DV1935'
 DV1935'MOTTBUSCH AZIMUTH MARK USC AND GS DISK WITH A USGS ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1934 ***********************************************************************
 DV1934  DESIGNATION -  MOTTBUSCH CAIRN
 DV1934  PID         -  DV1934
 DV1934  STATE/COUNTY-  AZ/YUMA
 DV1934  USGS QUAD   -  NOTTBUSCH BUTTE (1990)
 DV1934
 DV1934                         *CURRENT SURVEY CONTROL
 DV1934  ___________________________________________________________________
 DV1934* NAD 83(1992)-  33 19 45.48611(N)    113 25 01.94526(W)     ADJUSTED  
 DV1934* NAVD 88     -       667.     (meters)    2188.     (feet)  SCALED    
 DV1934  ___________________________________________________________________
 DV1934  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DV1934  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DV1934  HORZ ORDER  -  THIRD
 DV1934
 DV1934.The horizontal coordinates were established by classical geodetic methods
 DV1934.and adjusted by the National Geodetic Survey in August 1993.
 DV1934
 DV1934.The orthometric height was scaled from a topographic map.
 DV1934
 DV1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1934
 DV1934.The geoid height was determined by GEOID03.
 DV1934
 DV1934;                    North         East     Units Scale Factor Converg.
 DV1934;SPC AZ W     -   258,327.931   244,342.532   MT  0.99994516   +0 10 58.3
 DV1934;SPC AZ W     -   847,532.58    801,648.73   iFT  0.99994516   +0 10 58.3
 DV1934;SPC AZ C     -   259,275.142    73,660.515   MT  1.00014054   -0 49 28.6
 DV1934;SPC AZ C     -   850,640.23    241,668.36   iFT  1.00014054   -0 49 28.6
 DV1934;UTM  12      - 3,690,402.929   275,010.490   MT  1.00022414   -1 19 43.3
 DV1934
 DV1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1934!SPC AZ W     -   0.99990028  x   0.99994516  =   0.99984545
 DV1934!SPC AZ C     -   0.99990028  x   1.00014054  =   1.00004081
 DV1934!UTM  12      -   0.99990028  x   1.00022414  =   1.00012440
 DV1934
 DV1934                          SUPERSEDED SURVEY CONTROL
 DV1934
 DV1934  NAD 83(1986)-  33 19 45.47921(N)    113 25 01.95271(W) AD(       ) 4
 DV1934  NAD 27      -  33 19 45.34200(N)    113 24 59.25400(W) AD(       ) 3
 DV1934
 DV1934.Superseded values are not recommended for survey control.
 DV1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1934.See file dsdata.txt to determine how the superseded data were derived.
 DV1934
 DV1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7501090403(NAD 83)
 DV1934_MARKER: 72 = CAIRN
 DV1934
 DV1934  HISTORY     - Date     Condition        Report By
 DV1934  HISTORY     - 1950     FIRST OBSERVED   CGS
 DV1934
 DV1934                          STATION DESCRIPTION
 DV1934
 DV1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DV1934'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOTTBUSCH
 DV1934'BUTTE, A LONE HIGH RIDGE IN THE VALLEY WEST OF THE EAGLE
 DV1934'TAIL MOUNTAINS, ABOUT 35 MILES NORTH OF DATELAND AND ABOUT
 DV1934'3 MILES NORTH EASTERLY OF CALANTON WELL.
 DV1934'
 DV1934'THE CAIRN IS ABOUT 5 FEET HIGH, 3 FEET IN DIAMETER AT THE
 DV1934'BASE AND NEAR THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0521 ***********************************************************************
 ES0521  DESIGNATION -  MOUND
 ES0521  PID         -  ES0521
 ES0521  STATE/COUNTY-  AZ/COCONINO
 ES0521  USGS QUAD   -  MUNDS PARK (1974)
 ES0521
 ES0521                         *CURRENT SURVEY CONTROL
 ES0521  ___________________________________________________________________
 ES0521* NAD 83(1992)-  34 56 47.80419(N)    111 39 35.05090(W)     ADJUSTED  
 ES0521* NAVD 88     -      1976.967  (meters)    6486.10   (feet)  ADJUSTED  
 ES0521  ___________________________________________________________________
 ES0521  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 ES0521  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ES0521  DYNAMIC HT  -        1974.196 (meters)    6477.01  (feet)  COMP
 ES0521  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 ES0521
 ES0521  HORZ ORDER  -  SECOND
 ES0521  VERT ORDER  -  SECOND    CLASS 0
 ES0521
 ES0521.The horizontal coordinates were established by classical geodetic methods
 ES0521.and adjusted by the National Geodetic Survey in August 1993.
 ES0521
 ES0521.The orthometric height was determined by differential leveling
 ES0521.and adjusted in June 1991.
 ES0521
 ES0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0521
 ES0521.The geoid height was determined by GEOID03.
 ES0521
 ES0521.The dynamic height is computed by dividing the NAVD 88
 ES0521.geopotential number by the normal gravity value computed on the
 ES0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0521.degrees latitude (g = 980.6199 gals.).
 ES0521
 ES0521.The modeled gravity was interpolated from observed gravity values.
 ES0521
 ES0521;                    North         East     Units Scale Factor Converg.
 ES0521;SPC AZ C     -   437,682.110   236,827.601   MT  0.99990679   +0 08 49.8
 ES0521;SPC AZ C     - 1,435,964.93    776,993.44   iFT  0.99990679   +0 08 49.8
 ES0521;UTM  12      - 3,867,321.268   439,758.428   MT  0.99964473   -0 22 40.5
 ES0521
 ES0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0521!SPC AZ C     -   0.99969348  x   0.99990679  =   0.99960030
 ES0521!UTM  12      -   0.99969348  x   0.99964473  =   0.99933832
 ES0521
 ES0521|---------------------------------------------------------------------|
 ES0521| PID    Reference Object                     Distance      Geod. Az  |
 ES0521|                                                           dddmmss.s |
 ES0521| ES0522 MOUND RM 1                           26.387 METERS 00120     |
 ES0521| ES0523 MOUND RM 2                           21.956 METERS 05810     |
 ES0521| CH3734 MOUND AZ MK                                        1333808.9 |
 ES0521|---------------------------------------------------------------------|
 ES0521
 ES0521                          SUPERSEDED SURVEY CONTROL
 ES0521
 ES0521  NAD 83(1986)-  34 56 47.80072(N)    111 39 35.04886(W) AD(       ) 2
 ES0521  NAD 27      -  34 56 47.74400(N)    111 39 32.48460(W) AD(       ) 2
 ES0521  NGVD 29 (??/??/92) 1976.015  (m)         6482.98   (f) ADJ UNCH    2 0
 ES0521
 ES0521.Superseded values are not recommended for survey control.
 ES0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0521.See file dsdata.txt to determine how the superseded data were derived.
 ES0521
 ES0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3975867321(NAD 83)
 ES0521_MARKER: DE = TRAVERSE STATION DISK
 ES0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0521_STAMPING: MOUND 1959
 ES0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0521+STABILITY: SURFACE MOTION
 ES0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0521+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0521
 ES0521  HISTORY     - Date     Condition        Report By
 ES0521  HISTORY     - 1959     MONUMENTED       CGS
 ES0521  HISTORY     - 1959     GOOD             CGS
 ES0521  HISTORY     - 20071112 GOOD             GEOCAC
 ES0521
 ES0521                          STATION DESCRIPTION
 ES0521
 ES0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0521'THE STATION IS ABOUT 19 MILES SOUTH OF FLAGSTAFF AND ABOUT 1/2
 ES0521'MILE NORTH OF THE NORTHERN AIR COUNTRY CLUB ON THE EAST RIGHT-OF-WAY
 ES0521'OF INTERSTATE HIGHWAY 17.
 ES0521'
 ES0521'THE STATION MARK, STAMPED MOUND 1959, IS A STANDARD TRAVERSE
 ES0521'STATION MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ES0521'THAT PROJECTS 4 INCHES.  IT IS 69 FEET SOUTHWEST OF THE
 ES0521'RIGHT-OF-WAY FENCE, 26 FEET NORTHEAST OF THE EDGE OF THE CUT
 ES0521'BANK AND 13.8 FEET WEST OF THE WITNESS POST.
 ES0521'
 ES0521'REFERENCE MARK NO. 1, IS STAMPED MOUND NO 1 1959, IS A STANDARD
 ES0521'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0521'PROJECTS 4 INCHES.  IT IS 81.8 FEET NORTHWEST OF THE WITNESS
 ES0521'POST AND 1/2 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 ES0521'
 ES0521'REFERENCE MARK NO. 2, STAMPED MOUND NO 2 1959, IS A STANDARD DISK
 ES0521'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 7
 ES0521'INCHES.  IT IS 58.5 FEET NORTHEAST OF THE WITNESS POST AND 1 FOOT
 ES0521'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 ES0521'
 ES0521'THE AZIMUTH MARK, STAMPED MOUND 1959, IS A STANDARD DISK CEMENTED
 ES0521'IN A DRILL HOLE IN THE NORTHWEST ABUTMENT OF A CONCRETE OVERPASS
 ES0521'FOR SOUTH BOUND TRAFFIC ON INTERSTATE HIGHWAY 17.  IT IS 1/2 FOOT
 ES0521'EAST OF THE WITNESS POST.
 ES0521'
 ES0521'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FLAGSTAFF GO
 ES0521'SOUTHWEST AND SOUTH ON U.S. HIGHWAYS 66 AND 89 FOR 0.7 MILE TO
 ES0521'THE JUNCTION OF U.S. HIGHWAYS 66, 89 AND 89A, IN THE WEST PART
 ES0521'OF FLAGSTAFF.  HERE GO SOUTH ON U.S. HIGWHAY 89A FOR 5.0 MILES
 ES0521'TO A T ROAD LEFT, TURN LEFT AND FOLLOW THE GRAVELED ROAD EASTERLY
 ES0521'FOR 0.9 TO INTERSTATE HIGHWAY 17, TURN RIGHT AND FOLLOW THE
 ES0521'HIGHWAY SOUTH FOR 14 MILES TO THE STATION AND REFERENCE MARKS
 ES0521'ON THE LEFT.  THIS IS 0.5 MILE BEFORE REACHING THE NORTHERN
 ES0521'AIR COUNTRY CLUB.
 ES0521'
 ES0521'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 ES0521'INTERSTATE HIGHWAY 17 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 ES0521'RIGHT.
 ES0521
 ES0521                          STATION RECOVERY (1959)
 ES0521
 ES0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0521'19.0 MI S FROM FLAGSTAFF.
 ES0521'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0521'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0521'THENCE 0.8 MILE EASTERLY ALONG A GRAVELED ROAD TO INTERSTATE HIGHWAY
 ES0521'17, THENCE 14.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 0.5 MILE
 ES0521'NORTH OF THE ENTRANCE TO THE NORTHERN AIR COUNTRY CLUB, 69.0 FEET
 ES0521'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 26 FEET NORTHEAST OF A SMALL CUT
 ES0521'BANK, 13.8 FEET WEST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH
 ES0521'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0521
 ES0521                          STATION RECOVERY (2007)
 ES0521
 ES0521'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0521'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES0521'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1897 ***********************************************************************
 DU1897  DESIGNATION -  MOUND MTN
 DU1897  PID         -  DU1897
 DU1897  STATE/COUNTY-  AZ/MARICOPA
 DU1897  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU1897
 DU1897                         *CURRENT SURVEY CONTROL
 DU1897  ___________________________________________________________________
 DU1897* NAD 83(1992)-  33 28 21.60171(N)    111 08 16.98947(W)     ADJUSTED  
 DU1897* NAVD 88     -      1910.4    (meters)    6268.     (feet)  VERTCON   
 DU1897  ___________________________________________________________________
 DU1897  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DU1897  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DU1897  HORZ ORDER  -  THIRD
 DU1897
 DU1897.The horizontal coordinates were established by classical geodetic methods
 DU1897.and adjusted by the National Geodetic Survey in August 1993.
 DU1897
 DU1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1897
 DU1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1897
 DU1897.The geoid height was determined by GEOID03.
 DU1897
 DU1897;                    North         East     Units Scale Factor Converg.
 DU1897;SPC AZ C     -   274,440.394   285,727.169   MT  0.99996454   +0 25 46.0
 DU1897;SPC AZ C     -   900,394.99    937,425.10   iFT  0.99996454   +0 25 46.0
 DU1897;UTM  12      - 3,703,697.383   487,172.896   MT  0.99960203   -0 04 34.1
 DU1897
 DU1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1897!SPC AZ C     -   0.99970456  x   0.99996454  =   0.99966911
 DU1897!UTM  12      -   0.99970456  x   0.99960203  =   0.99930670
 DU1897
 DU1897:                Primary Azimuth Mark                     Grid Az
 DU1897:SPC AZ C     -  PINTO                                    123 15 03.7
 DU1897:UTM  12      -  PINTO                                    123 45 23.8
 DU1897
 DU1897|---------------------------------------------------------------------|
 DU1897| PID    Reference Object                     Distance      Geod. Az  |
 DU1897|                                                           dddmmss.s |
 DU1897| DU1900 PINTO                               APPROX. 2.2 KM 1234049.7 |
 DU1897|---------------------------------------------------------------------|
 DU1897
 DU1897                          SUPERSEDED SURVEY CONTROL
 DU1897
 DU1897  NAD 83(1986)-  33 28 21.59793(N)    111 08 16.99077(W) AD(       ) 3
 DU1897  NGVD 29 (09/20/88) 1909.7    (m)         6265.     (f) VERT ANG    3  
 DU1897
 DU1897.Superseded values are not recommended for survey control.
 DU1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1897.See file dsdata.txt to determine how the superseded data were derived.
 DU1897
 DU1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8717303697(NAD 83)
 DU1897_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU1897_SETTING: 66 = SET IN ROCK OUTCROP
 DU1897_SP_SET: SET IN ROCK OUTCROP
 DU1897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1897+STABILITY: POSITION/ELEVATION WELL
 DU1897
 DU1897  HISTORY     - Date     Condition        Report By
 DU1897  HISTORY     - UNK      MONUMENTED
 DU1897  HISTORY     - 1946     GOOD             USGS
 DU1897
 DU1897                          STATION DESCRIPTION
 DU1897
 DU1897'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1897'RECOVERED IN GOOD CONDITION.
 DU1897'
 DU1897'LOCATED ABOUT 1 MI SE. OF REEVIS RANCH.  ON ROUND, PINE-COVERED
 DU1897'HILL ON DIVIDE BETWEEN CAMPAIGN CREEK TO E., REEVIS CREEK TO W.
 DU1897'AND PINE CREEK TO N., ON EAST EDGE OF HIGHEST POINT OF
 DU1897'MOUND-SHAPED MOUNTAIN.
 DU1897'
 DU1897'TO REACH FROM REEVIS RANCH, FOLLOW REEVIS CREEK TRAIL 1 MI S. TO
 DU1897'CARROL.  GO UP FOREST SERVICE TRAIL E. TO SUMMIT OF RIDGE
 DU1897'OVERLOOKING CAMPAIGN CREEK.  TURN RIGHT (SW.) ON RIDGE AND CLIMB
 DU1897'TO SUMMIT AND STATION.  A 2-HOUR PACK WITH HORSES.
 DU1897'
 DU1897'STATION MARK--U.S. DEPT. OF AGRICULTURE BRONZE DISK
 DU1897'STAMPED---MOUND MOUNTAIN VISIBLE AREA MAP POINT 1938---, CEMENTED IN
 DU1897'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0522 ***********************************************************************
 ES0522  DESIGNATION -  MOUND RM 1
 ES0522  PID         -  ES0522
 ES0522  STATE/COUNTY-  AZ/COCONINO
 ES0522  USGS QUAD   -  MUNDS PARK (1974)
 ES0522
 ES0522                         *CURRENT SURVEY CONTROL
 ES0522  ___________________________________________________________________
 ES0522* NAD 83(1986)-  34 56 47.     (N)    111 39 35.     (W)     SCALED    
 ES0522* NAVD 88     -      1977.080  (meters)    6486.47   (feet)  ADJUSTED  
 ES0522  ___________________________________________________________________
 ES0522  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0522  DYNAMIC HT  -        1974.309 (meters)    6477.38  (feet)  COMP
 ES0522  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 ES0522
 ES0522  VERT ORDER  -  SECOND    CLASS 0
 ES0522
 ES0522.The horizontal coordinates were scaled from a topographic map and have
 ES0522.an estimated accuracy of +/- 6 seconds.
 ES0522
 ES0522.The orthometric height was determined by differential leveling
 ES0522.and adjusted in June 1991.
 ES0522
 ES0522.The geoid height was determined by GEOID03.
 ES0522
 ES0522.The dynamic height is computed by dividing the NAVD 88
 ES0522.geopotential number by the normal gravity value computed on the
 ES0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0522.degrees latitude (g = 980.6199 gals.).
 ES0522
 ES0522.The modeled gravity was interpolated from observed gravity values.
 ES0522
 ES0522;                    North         East    Units  Estimated Accuracy
 ES0522;SPC AZ C     -   437,660.      236,830.      MT  (+/- 180 meters Scaled)
 ES0522
 ES0522                          SUPERSEDED SURVEY CONTROL
 ES0522
 ES0522  NGVD 29 (??/??/92) 1976.128  (m)         6483.35   (f) ADJ UNCH    2 0
 ES0522
 ES0522.Superseded values are not recommended for survey control.
 ES0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0522.See file dsdata.txt to determine how the superseded data were derived.
 ES0522
 ES0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD397672(NAD 83)
 ES0522_MARKER: DR = REFERENCE MARK DISK
 ES0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0522_STAMPING: MOUND NO 1 1959
 ES0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0522+STABILITY: SURFACE MOTION
 ES0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0522+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0522
 ES0522  HISTORY     - Date     Condition        Report By
 ES0522  HISTORY     - 1959     MONUMENTED       CGS
 ES0522  HISTORY     - 20071112 GOOD             GEOCAC
 ES0522
 ES0522                          STATION DESCRIPTION
 ES0522
 ES0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0522'19.0 MI S FROM FLAGSTAFF.
 ES0522'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0522'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0522'THENCE 0.8 MILE EASTERLY ALONG A GRAVELED ROAD TO INTERSTATE HIGHWAY
 ES0522'17, THENCE 14.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 0.5 MILE
 ES0522'NORTH OF THE ENTRANCE TO THE NORTHERN AIR COUNTRY CLUB, 81.8 FEET
 ES0522'NORTHWEST OF THE WITNESS POST, 6 INCHES WEST OF THE RIGHT-OF-WAY
 ES0522'FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ES0522'4 INCHES.
 ES0522
 ES0522                          STATION RECOVERY (2007)
 ES0522
 ES0522'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0522'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0522'34 56 48.7 (N)   111 39 56.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0523 ***********************************************************************
 ES0523  DESIGNATION -  MOUND RM 2
 ES0523  PID         -  ES0523
 ES0523  STATE/COUNTY-  AZ/COCONINO
 ES0523  USGS QUAD   -  MUNDS PARK (1974)
 ES0523
 ES0523                         *CURRENT SURVEY CONTROL
 ES0523  ___________________________________________________________________
 ES0523* NAD 83(1986)-  34 56 47.     (N)    111 39 35.     (W)     SCALED    
 ES0523* NAVD 88     -      1977.108  (meters)    6486.56   (feet)  ADJUSTED  
 ES0523  ___________________________________________________________________
 ES0523  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0523  DYNAMIC HT  -        1974.338 (meters)    6477.47  (feet)  COMP
 ES0523  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 ES0523
 ES0523  VERT ORDER  -  SECOND    CLASS 0
 ES0523
 ES0523.The horizontal coordinates were scaled from a topographic map and have
 ES0523.an estimated accuracy of +/- 6 seconds.
 ES0523
 ES0523.The orthometric height was determined by differential leveling
 ES0523.and adjusted in June 1991.
 ES0523
 ES0523.The geoid height was determined by GEOID03.
 ES0523
 ES0523.The dynamic height is computed by dividing the NAVD 88
 ES0523.geopotential number by the normal gravity value computed on the
 ES0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0523.degrees latitude (g = 980.6199 gals.).
 ES0523
 ES0523.The modeled gravity was interpolated from observed gravity values.
 ES0523
 ES0523;                    North         East    Units  Estimated Accuracy
 ES0523;SPC AZ C     -   437,660.      236,830.      MT  (+/- 180 meters Scaled)
 ES0523
 ES0523                          SUPERSEDED SURVEY CONTROL
 ES0523
 ES0523  NGVD 29 (??/??/92) 1976.16   (m)         6483.5    (f) COMPUTED    2 0
 ES0523
 ES0523.Superseded values are not recommended for survey control.
 ES0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0523.See file dsdata.txt to determine how the superseded data were derived.
 ES0523
 ES0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD397672(NAD 83)
 ES0523_MARKER: DR = REFERENCE MARK DISK
 ES0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0523_STAMPING: MOUND NO 2 1959
 ES0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0523+STABILITY: SURFACE MOTION
 ES0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0523+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0523
 ES0523  HISTORY     - Date     Condition        Report By
 ES0523  HISTORY     - 1959     MONUMENTED       CGS
 ES0523  HISTORY     - 20071112 GOOD             GEOCAC
 ES0523
 ES0523                          STATION DESCRIPTION
 ES0523
 ES0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0523'19.0 MI S FROM FLAGSTAFF.
 ES0523'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0523'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0523'THENCE 0.8 MILE EASTERLY ALONG A GRAVELED ROAD TO INTERSTATE HIGHWAY
 ES0523'17, THENCE 14.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 0.5 MILE
 ES0523'NORTH OF THE ENTRANCE TO THE NORTHERN AIR COUNTRY CLUB, 58 FEET
 ES0523'NORTHEAST OF THE WITNESS POST, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 ES0523'FENCE, SET IN THE TOP OF A 12 SQUARE CONCRETE POST THAT PROJECTS 7
 ES0523'INCHES.
 ES0523
 ES0523                          STATION RECOVERY (2007)
 ES0523
 ES0523'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0523'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0523'34 56 48.2 (N)   111 39 34.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0789 ***********************************************************************
 DT0789  DESIGNATION -  MOUNT BALDY SOUTH PEAK
 DT0789  PID         -  DT0789
 DT0789  STATE/COUNTY-  AZ/APACHE
 DT0789  USGS QUAD   -  MOUNT BALDY (1978)
 DT0789
 DT0789                         *CURRENT SURVEY CONTROL
 DT0789  ___________________________________________________________________
 DT0789* NAD 83(1992)-  33 54 01.20945(N)    109 33 39.90050(W)     ADJUSTED  
 DT0789* NAVD 88     -              **(meters)            **(feet)            
 DT0789  ___________________________________________________________________
 DT0789  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DT0789  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 DT0789  HORZ ORDER  -  THIRD
 DT0789
 DT0789.The horizontal coordinates were established by classical geodetic methods
 DT0789.and adjusted by the National Geodetic Survey in August 1993.
 DT0789
 DT0789
 DT0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0789
 DT0789.The geoid height was determined by GEOID03.
 DT0789
 DT0789;                    North         East     Units Scale Factor Converg.
 DT0789;SPC AZ E     -   321,765.158   269,366.724   MT  0.99993866   +0 20 16.0
 DT0789;SPC AZ E     - 1,055,659.97    883,749.09   iFT  0.99993866   +0 20 16.0
 DT0789;UTM  12      - 3,752,037.403   633,041.137   MT  0.99981820   +0 48 09.6
 DT0789
 DT0789                          SUPERSEDED SURVEY CONTROL
 DT0789
 DT0789  NAD 83(1986)-  33 54 01.20485(N)    109 33 39.90631(W) AD(       ) 4
 DT0789  NAD 27      -  33 54 01.03000(N)    109 33 37.58000(W) AD(       ) 3
 DT0789
 DT0789.Superseded values are not recommended for survey control.
 DT0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0789.See file dsdata.txt to determine how the superseded data were derived.
 DT0789
 DT0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3304152037(NAD 83)
 DT0789_MARKER: 03 = MOUNTAIN PEAK
 DT0789
 DT0789  HISTORY     - Date     Condition        Report By
 DT0789  HISTORY     - 1920     FIRST OBSERVED   CGS
 DT0789
 DT0789                          STATION DESCRIPTION
 DT0789
 DT0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 DT0789'THIS POINT IS ABOUT 3-1/2 MILES SE OF TRIANGULATION STATION
 DT0789'ORDS, WHICH IS ON ORD PEAK IN THE WHITE MOUNTAINS ABOUT 25
 DT0789'MILES SW OF SPRINGERVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1170 ***********************************************************************
 FS1170  DESIGNATION -  MOUNT DAVIS
 FS1170  PID         -  FS1170
 FS1170  STATE/COUNTY-  AZ/MOHAVE
 FS1170  USGS QUAD   -  MT DAVIS (1973)
 FS1170
 FS1170                         *CURRENT SURVEY CONTROL
 FS1170  ___________________________________________________________________
 FS1170* NAD 83(1992)-  35 32 15.66425(N)    114 37 45.83131(W)     ADJUSTED  
 FS1170* NAVD 88     -       625.     (meters)    2051.     (feet)  VERTCON   
 FS1170  ___________________________________________________________________
 FS1170  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 FS1170  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FS1170  HORZ ORDER  -  FIRST
 FS1170
 FS1170.The horizontal coordinates were established by classical geodetic methods
 FS1170.and adjusted by the National Geodetic Survey in August 1993.
 FS1170
 FS1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1170
 FS1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1170
 FS1170.The geoid height was determined by GEOID03.
 FS1170
 FS1170;                    North         East     Units Scale Factor Converg.
 FS1170;SPC AZ W     -   503,594.433   133,614.367   MT  1.00001167   -0 30 40.2
 FS1170;SPC AZ W     - 1,652,212.71    438,367.35   iFT  1.00001167   -0 30 40.2
 FS1170;SPC NV E     - 8,087,798.088   286,502.224   MT  0.99999218   +0 33 16.2
 FS1170;SPC NV E     -26,534,717.56    939,966.05   sFT  0.99999218   +0 33 16.2
 FS1170;UTM  11      - 3,935,257.978   714,916.875   MT  1.00016923   +1 22 42.3
 FS1170
 FS1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1170!SPC AZ W     -   0.99990653  x   1.00001167  =   0.99991820
 FS1170!SPC NV E     -   0.99990653  x   0.99999218  =   0.99989871
 FS1170!UTM  11      -   0.99990653  x   1.00016923  =   1.00007575
 FS1170
 FS1170|---------------------------------------------------------------------|
 FS1170| PID    Reference Object                     Distance      Geod. Az  |
 FS1170|                                                           dddmmss.s |
 FS1170| CC5661 MOUNT DAVIS RM 2                     11.638 METERS 08824     |
 FS1170| CC5659 MOUNT DAVIS AZ MK                                  1555533.5 |
 FS1170| CC5662 MOUNT DAVIS RM 3                                   15556     |
 FS1170| CC5660 MOUNT DAVIS RM 1                      5.361 METERS 33847     |
 FS1170|---------------------------------------------------------------------|
 FS1170
 FS1170                          SUPERSEDED SURVEY CONTROL
 FS1170
 FS1170  NAD 83(1986)-  35 32 15.66310(N)    114 37 45.82064(W) AD(       ) 1
 FS1170  NAD 27      -  35 32 15.69000(N)    114 37 42.92500(W) AD(       ) 1
 FS1170  NGVD 29 (07/19/86)  624.     (m)         2047.     (f) VERT ANG    3  
 FS1170
 FS1170.Superseded values are not recommended for survey control.
 FS1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1170.See file dsdata.txt to determine how the superseded data were derived.
 FS1170
 FS1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1491735258(NAD 83)
 FS1170_MARKER: DS = TRIANGULATION STATION DISK
 FS1170_SETTING: 80 = SET IN A BOULDER
 FS1170_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1170
 FS1170  HISTORY     - Date     Condition        Report By
 FS1170  HISTORY     - 1934     MONUMENTED       CGS
 FS1170  HISTORY     - 1950     GOOD             CGS
 FS1170  HISTORY     - 1964     GOOD             CGS
 FS1170  HISTORY     - 1972     GOOD             AZHD
 FS1170
 FS1170                          STATION DESCRIPTION
 FS1170
 FS1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1170'STATION IS LOCATED ON THE SOUTHERN AND HIGHEST POINT OF MOUNT
 FS1170'DAVIS, AND IS ABOUT 2 MILES E OF THE RIVER AT ROUND ISLAND,
 FS1170'AND ABOUT 3 MILES NE OF THE SEARCHLIGHT FERRY.
 FS1170'
 FS1170'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A
 FS1170'DRILL HOLE IN A BOULDER.
 FS1170'
 FS1170'THE TWO REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 FS1170'DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1170'
 FS1170'TO REACH FROM SEARCHLIGHT AS FOLLOWS--GO E ON THE CHLORIDE
 FS1170'ROAD 22 MILES (CROSSING THE RIVER ON THE FERRY AT 14 MILES) TURN
 FS1170'SHARP LEFT AT SIGN READING CHLORIDE 22, SEARCHLIGHT 22, ALSO
 FS1170'SIGN GOLDEN DOOR MINE 3 MILES, FOLLOW THE MAIN TRAVELED
 FS1170'ROAD 1.0 MILE AND GO 1.8 MILES, TAKE LEFT FORK JUST BEFORE
 FS1170'REACHING GOLDEN DOOR MINE AND GO 0.4 MILE, TURN SHARP LEFT AND
 FS1170'GO 1.6 MILES, TAKE THE LEFT FORK 3.4 MILES TO A POINT JUST S
 FS1170'OF THE MOUNTAIN, TURN RIGHT ABOUT 0.1 MILE TO THE END OF TRUCK
 FS1170'TRAVEL.  FROM END OF TRUCK TRAVEL GO N TO THE HIGHEST POINT
 FS1170'OF THE MOUNTAIN AND THE STATION.
 FS1170'
 FS1170'THE AZIMUTH MARK IS ON THE WESTERN END OF THE FIRST RIDGE
 FS1170'S OF THE STATION ABOUT 1/4 MILE DISTANT.  A ONE-HOUR PACK.
 FS1170
 FS1170                          STATION RECOVERY (1950)
 FS1170
 FS1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1170'THE STATION IS LOCATED ON THE HIGHEST PART OF MOUNT DAVIS WHICH
 FS1170'IS THAT HIGHER DARK ELEVATION SETTING WELL DETACHED FROM OTHER
 FS1170'AND HIGHER MOUNTAINS TO THE EAST.  IT IS ABOUT 2 MILES EAST
 FS1170'OF THE COLORADO RIVER, AND 3 MILES NORTHEAST OF THE SEARCHLIGHT
 FS1170'BOAT LANDING.
 FS1170'
 FS1170'TO REACH FROM THE DEPOT IN KINGMAN GO NORTHWEST ON U.S. HIGHWAY
 FS1170'93-466 FOR 19.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 62.
 FS1170'CONTINUE NORTHWEST ON HIGHWAY 93-466 FOR 7.4 MILES TO THE RUINS
 FS1170'OF OLD ABANDONED BUILDINGS ON THE LEFT.  TURN LEFT ON TO A
 FS1170'BLADED ROAD, PASSING THROUGH GATE, THENCE GO WEST ON THE
 FS1170'MAIN-TRAVELED-ROAD FOR 10.3 MILES TO CREST OF HILL AND SIGN
 FS1170'CHLORIDE 19, KINGMAN 45.  CONTINUE ON THE MAIN-TRAVELED-ROAD
 FS1170'WESTWARD DOWN GRADE 3.0 MILES TO FORKS.  KEEP RIGHT FORK
 FS1170'0.7 MILE UP SLOPE TO Y-JUNCTION AND SIGN GOLDEN DOOR MINE.  KEEP
 FS1170'LEFT FORK 1.0 MILE TO T-JUNCTION.  KEEP LEFT FORK NORTHERLY
 FS1170'0.7 MILE TO THREE FORKS AT THE FOOT OF A HILL.  KEEP
 FS1170'RIGHT FORK INTO CANYON 0.8 MILE TO Y-JUNCTION.  KEEP LEFT FORK
 FS1170'0.3 MILE TO Y-FORK.  KEEP LEFT FORK 0.1 MILE THENCE BEAR
 FS1170'LEFT OFF ROAD INTO WASH.  FROM THIS POINT TWO OLD BUILDINGS
 FS1170'CAN BE SEEN 1/4 MILE DIRECTLY AHEAD DOWN THE ROAD.  CONTINUE
 FS1170'NORTHEAST DOWN WASH 0.8 MILE TO WHERE OLD BLADING CAN BE
 FS1170'SEEN.  CONTINUE 1.2 MILES KEEPING WELL RIGHT ON OLD BLADING.
 FS1170'HERE OLD BLADING LEAVES WASH AND GOES ACROSS RIDGES.
 FS1170'CONTINUE 1.2 MILES TO WHERE OLD ROAD ENTERS WASH.  TURN
 FS1170'LEFT DOWN WASH 1.5 MILES TO WHERE OLD BLADING PASSES THROUGH
 FS1170'NARROW OPENING BETWEEN CLIFFS, THENCE CONTINUE 0.5 MILES
 FS1170'PASSING TO THE RIGHT OF A SMALL BROWN CONE AT THE EDGE OF
 FS1170'THE WASH TO THE NORTH AND THE END OF TRUCK TRAVEL.  FROM
 FS1170'HERE PACK NORTHERLY UP VERY STEEP, ROCKY SLOPE TO THE HIGHEST
 FS1170'POINT AND STATION.
 FS1170'
 FS1170'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 FS1170'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE CHECKED.
 FS1170'
 FS1170'A 1 HOUR PACK.
 FS1170
 FS1170                          STATION RECOVERY (1964)
 FS1170
 FS1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 FS1170'ALL STATIONS MARKINGS WERE RECOVERED IN GOOD CONDITION.  THE
 FS1170'AZIMUTH MARK WAS NOT RECOVERED.
 FS1170'
 FS1170'THE LOCATION DESCRIPTION IS ADEQUATE.
 FS1170
 FS1170                          STATION RECOVERY (1972)
 FS1170
 FS1170'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FS1170'GENERAL LOCATION-ORIG. DESCRIPTION GOOD.
 FS1170'
 FS1170'TO REACH-ORIG. DESCRIPTION GOOD.
 FS1170'
 FS1170'STATION MARK-ORIG. DESCRIPTION GOOD.
 FS1170'
 FS1170'REFERENCE MARKS-R.M. 1 AND R.M. 2 FOUND IN PLACE.
 FS1170'
 FS1170'AZIMUTH MARK-NO SEARCH MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2007 ***********************************************************************
 CZ2007  DESIGNATION -  MOUNT DEVINE N COMOBABI
 CZ2007  PID         -  CZ2007
 CZ2007  STATE/COUNTY-  AZ/PIMA
 CZ2007  USGS QUAD   -  SIL NAKYA (1979)
 CZ2007
 CZ2007                         *CURRENT SURVEY CONTROL
 CZ2007  ___________________________________________________________________
 CZ2007* NAD 83(1992)-  32 07 54.20974(N)    111 48 16.41904(W)     ADJUSTED  
 CZ2007* NAVD 88     -      1460.     (meters)    4790.     (feet)  SCALED    
 CZ2007  ___________________________________________________________________
 CZ2007  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CZ2007  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ2007  HORZ ORDER  -  THIRD
 CZ2007
 CZ2007.The horizontal coordinates were established by classical geodetic methods
 CZ2007.and adjusted by the National Geodetic Survey in August 1993.
 CZ2007
 CZ2007.The orthometric height was scaled from a topographic map.
 CZ2007
 CZ2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2007
 CZ2007.The geoid height was determined by GEOID03.
 CZ2007
 CZ2007;                    North         East     Units Scale Factor Converg.
 CZ2007;SPC AZ C     -   125,477.775   223,937.004   MT  0.99990138   +0 03 34.7
 CZ2007;SPC AZ C     -   411,672.49    734,701.46   iFT  0.99990138   +0 03 34.7
 CZ2007;UTM  12      - 3,555,319.957   424,112.685   MT  0.99967102   -0 25 40.6
 CZ2007
 CZ2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2007!SPC AZ C     -   0.99977562  x   0.99990138  =   0.99967703
 CZ2007!UTM  12      -   0.99977562  x   0.99967102  =   0.99944672
 CZ2007
 CZ2007                          SUPERSEDED SURVEY CONTROL
 CZ2007
 CZ2007  NAD 83(1986)-  32 07 54.20475(N)    111 48 16.42033(W) AD(       ) 3
 CZ2007  NAD 27      -  32 07 54.03800(N)    111 48 14.04300(W) AD(       ) 3
 CZ2007
 CZ2007.Superseded values are not recommended for survey control.
 CZ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2007.See file dsdata.txt to determine how the superseded data were derived.
 CZ2007
 CZ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA2411355320(NAD 83)
 CZ2007
 CZ2007  HISTORY     - Date     Condition        Report By
 CZ2007  HISTORY     - 1919     MONUMENTED       CGS
 CZ2007  HISTORY     - 1934     GOOD             CGS
 CZ2007  HISTORY     - 1937     GOOD             CGS
 CZ2007
 CZ2007                          STATION DESCRIPTION
 CZ2007
 CZ2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GDC)
 CZ2007'RECOVERED IN GOOD CONDITION.
 CZ2007
 CZ2007                          STATION RECOVERY (1937)
 CZ2007
 CZ2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (GDC)
 CZ2007'ON THE HIGHEST POINT OF NORTH COMOBABI MOUNTAIN CALLED MOUNT
 CZ2007'DEVINE.  REACHED FROM TUCSON BY FOLLOWING THE AJO ROAD TO THE
 CZ2007'WEST SIDE OF THE PASS AND THEN TAKING THE DIM ROAD THAT LEADS TO
 CZ2007'AN INDIAN CABIN.  FOLLOW TRAIL 3 MILES TO THE PEAK.  STATION MARK
 CZ2007'IS A BRONZE DISK.  REFERENCE MARK IS 28 PACES N 59 DEG E.
 CZ2007'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1047 ***********************************************************************
 CG1047  DESIGNATION -  MOUNT HUGHS
 CG1047  PID         -  CG1047
 CG1047  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1047  USGS QUAD   -  MT HUGHES (1982)
 CG1047
 CG1047                         *CURRENT SURVEY CONTROL
 CG1047  ___________________________________________________________________
 CG1047* NAD 83(1992)-  31 36 19.29782(N)    110 40 53.77404(W)     ADJUSTED  
 CG1047* NAVD 88     -      1785.     (meters)    5856.     (feet)  SCALED    
 CG1047  ___________________________________________________________________
 CG1047  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 CG1047  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CG1047  HORZ ORDER  -  FIRST
 CG1047
 CG1047.The horizontal coordinates were established by classical geodetic methods
 CG1047.and adjusted by the National Geodetic Survey in August 1993.
 CG1047
 CG1047.The orthometric height was scaled from a topographic map.
 CG1047
 CG1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1047
 CG1047.The geoid height was determined by GEOID03.
 CG1047
 CG1047;                    North         East     Units Scale Factor Converg.
 CG1047;SPC AZ C     -    67,774.463   330,554.458   MT  1.00006934   +0 38 50.4
 CG1047;SPC AZ C     -   222,357.16  1,084,496.25   iFT  1.00006934   +0 38 50.4
 CG1047;UTM  12      - 3,496,738.221   530,202.383   MT  0.99961125   +0 10 00.7
 CG1047
 CG1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1047!SPC AZ C     -   0.99972427  x   1.00006934  =   0.99979359
 CG1047!UTM  12      -   0.99972427  x   0.99961125  =   0.99933562
 CG1047
 CG1047|---------------------------------------------------------------------|
 CG1047| PID    Reference Object                     Distance      Geod. Az  |
 CG1047|                                                           dddmmss.s |
 CG1047| CC6970 MOUNT HUGHS RM 1                      6.751 METERS 08847     |
 CG1047| CC6971 MOUNT HUGHS RM 2                      6.678 METERS 19158     |
 CG1047| CC6969 MOUNT HUGHS AZ MK                                  3001928.4 |
 CG1047|---------------------------------------------------------------------|
 CG1047
 CG1047                          SUPERSEDED SURVEY CONTROL
 CG1047
 CG1047  NAD 83(1986)-  31 36 19.28656(N)    110 40 53.76657(W) AD(       ) 1
 CG1047  NAD 27      -  31 36 18.96300(N)    110 40 51.45400(W) AD(       ) 1
 CG1047
 CG1047.Superseded values are not recommended for survey control.
 CG1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1047.See file dsdata.txt to determine how the superseded data were derived.
 CG1047
 CG1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV3020296738(NAD 83)
 CG1047_MARKER: DS = TRIANGULATION STATION DISK
 CG1047_SETTING: 66 = SET IN ROCK OUTCROP
 CG1047
 CG1047  HISTORY     - Date     Condition        Report By
 CG1047  HISTORY     - 1936     MONUMENTED       CGS
 CG1047  HISTORY     - 1938     GOOD             CGS
 CG1047
 CG1047                          STATION DESCRIPTION
 CG1047
 CG1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1047'STATION IS ON MT. HUGHS, A HIGH ROUND KNOLL ON THE NW END OF THE
 CG1047'CANELO HILLS, ABOUT 6.0 MILES NE OF PATAGONIA AND ABOUT 3.0 MILES
 CG1047'E OF STATE ROAD NO. 82 IN E SIDE OF SEC. S 14, R 16 E, T 21 S.
 CG1047'
 CG1047'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CG1047'SET IN ROCK.
 CG1047'
 CG1047'TO REACH FROM PATAGONIA GO NE ON STATE ROAD NO. 82 FROM PATAGONIA
 CG1047'POST OFFICE, 6.1 MILES TO A TRACK ROAD TO THE RIGHT.  (THIS
 CG1047'ROAD IS OPPOSITE TO THE E OF A RAILROAD BRIDGE AND CROSSES A WASH).
 CG1047'TURN RIGHT, E, HERE AND GO 0.1 MILE TO THE MC INTYRE RANCH HOUSE
 CG1047'AND END OF TRUCK TRAVEL.  FROM HERE THE HILL ON WHICH THE STATION
 CG1047'IS LOCATED APPEARS AS THE HIGHEST AND MOST PRONOUNCED ROUNDED
 CG1047'KNOB, THE MIDDLE ONE OF THREE HILLS, DUE ESE FROM END OF TRUCK
 CG1047'TRAVEL.  FROM END OF TRUCK TRAVEL WALK NE ACROSS FIELD TO E-W
 CG1047'FENCE AND FOOT OF AN E-W RIDGE.  CROSS FENCE AND CLIMB TO
 CG1047'CREST OF RIDGE AND FOLLOW CREST OF RIDGE ESE TO THE HIGHEST
 CG1047'POINT AND STATION.  THE AZIMUTH MARK IS ON THE HIGHEST POINT
 CG1047'OF THE FIRST HILL TO THE NW OF STATION, APPROXIMATELY 0.5 MILE
 CG1047'FROM, AND 400 FEET LOWER THAN THE STATION.  (2 HOUR PACK).
 CG1047'
 CG1047'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CG1047
 CG1047                          STATION RECOVERY (1938)
 CG1047
 CG1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1047'STATION FOUND AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE
 CG1047'DISTANCE TO REFERENCE MARK NO. 1 CHECKS WITHIN .001 METER.
 CG1047'REFERENCE MARK NO. 2 IS 0.15 METER SHORTER THAN MEASURED IN 1936.
 CG1047'THERE IS ALSO A DIFFERENCE IN THE ANGLES TO THE REFERENCE MARKS
 CG1047'AND THE AZIMUTH MARK.  THE NEW ANGLES AND DISTANCES ARE GIVEN
 CG1047'ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0994 ***********************************************************************
 ET0994  DESIGNATION -  MOUNT JOSH
 ET0994  PID         -  ET0994
 ET0994  STATE/COUNTY-  AZ/YAVAPAI
 ET0994  USGS QUAD   -  MOUNT JOSH (1979)
 ET0994
 ET0994                         *CURRENT SURVEY CONTROL
 ET0994  ___________________________________________________________________
 ET0994* NAD 83(1992)-  34 38 28.58596(N)    112 42 02.03165(W)     ADJUSTED  
 ET0994* NAVD 88     -      1816.     (meters)    5958.     (feet)  SCALED    
 ET0994  ___________________________________________________________________
 ET0994  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 ET0994  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 ET0994  HORZ ORDER  -  THIRD
 ET0994
 ET0994.The horizontal coordinates were established by classical geodetic methods
 ET0994.and adjusted by the National Geodetic Survey in August 1993.
 ET0994
 ET0994.The orthometric height was scaled from a topographic map.
 ET0994
 ET0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0994
 ET0994.The geoid height was determined by GEOID03.
 ET0994
 ET0994;                    North         East     Units Scale Factor Converg.
 ET0994;SPC AZ C     -   404,061.552   141,494.903   MT  0.99996364   -0 26 44.2
 ET0994;SPC AZ C     - 1,325,661.26    464,222.12   iFT  0.99996364   -0 26 44.2
 ET0994;UTM  12      - 3,834,577.913   344,138.340   MT  0.99989943   -0 58 00.7
 ET0994
 ET0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0994!SPC AZ C     -   0.99971924  x   0.99996364  =   0.99968289
 ET0994!UTM  12      -   0.99971924  x   0.99989943  =   0.99961870
 ET0994
 ET0994                          SUPERSEDED SURVEY CONTROL
 ET0994
 ET0994  NAD 83(1986)-  34 38 28.58498(N)    112 42 02.03255(W) AD(       ) 3
 ET0994  NAD 27      -  34 38 28.49748(N)    112 41 59.40474(W) AD(       ) 3
 ET0994
 ET0994.Superseded values are not recommended for survey control.
 ET0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0994.See file dsdata.txt to determine how the superseded data were derived.
 ET0994
 ET0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4413834578(NAD 83)
 ET0994_MARKER: DD = SURVEY DISK
 ET0994_SETTING: 80 = SET IN A BOULDER
 ET0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0994+STABILITY: SURFACE MOTION
 ET0994
 ET0994  HISTORY     - Date     Condition        Report By
 ET0994  HISTORY     - 1935     MONUMENTED       USFS
 ET0994
 ET0994                          STATION DESCRIPTION
 ET0994
 ET0994'DESCRIBED BY US FOREST SERVICE 1935
 ET0994'STATION IS ON HIGH POINT OF LONE, CONICAL PROMINENT MOUNTAIN
 ET0994'15 MILES (AIR LINE) NW OF PRESCOTT, AND 3 MILES NW OF TONTO
 ET0994'SPRINGS RANGER STATION.
 ET0994'
 ET0994'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN GRANITE BOULDER
 ET0994'STAMPED MT. JOSH 1935.
 ET0994'
 ET0994'TO REACH STATION FROM PRESCOTT, TAKE SKULL VALLEY ROAD W 16
 ET0994'MILES TO INTERSECTION WITH WILLIAMSON VALLEY ROAD, THENCE
 ET0994'TURN N ON THE LATTER ROAD 3.6 MILES TO JUNCTION WITH TONTO
 ET0994'SPRINGS RANGER STATION ROAD, THENCE TAKE THIS ROAD W AND N
 ET0994'THROUGH RANGER STATION.  AT 0.7 MILE N OF RANGER STATION
 ET0994'TAKE W FORK OF ROAD 2 MILES TO BASE OF MOUNTAIN FROM WHERE
 ET0994'IT IS ABOUT 3/4 HOUR CLIMB TO TOP.
 ET0994'
 ET0994'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY WHITEWASHED
 ET0994'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2040 ***********************************************************************
 DU2040  DESIGNATION -  MOUNT ORD
 DU2040  PID         -  DU2040
 DU2040  STATE/COUNTY-  AZ/GILA
 DU2040  USGS QUAD   -  RENO PASS (1964)
 DU2040
 DU2040                         *CURRENT SURVEY CONTROL
 DU2040  ___________________________________________________________________
 DU2040* NAD 83(1992)-  33 54 17.77066(N)    111 24 32.25940(W)     ADJUSTED  
 DU2040* NAVD 88     -      2174.6    (meters)    7135.     (feet)  VERTCON   
 DU2040  ___________________________________________________________________
 DU2040  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DU2040  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DU2040  HORZ ORDER  -  FIRST
 DU2040
 DU2040.The horizontal coordinates were established by classical geodetic methods
 DU2040.and adjusted by the National Geodetic Survey in August 1993.
 DU2040
 DU2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2040
 DU2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2040
 DU2040.The geoid height was determined by GEOID03.
 DU2040
 DU2040;                    North         East     Units Scale Factor Converg.
 DU2040;SPC AZ E     -   322,805.128    98,471.280   MT  1.00006267   -0 41 35.0
 DU2040;SPC AZ E     - 1,059,071.94    323,068.50   iFT  1.00006267   -0 41 35.0
 DU2040;SPC AZ C     -   322,226.334   260,312.008   MT  0.99992717   +0 16 59.6
 DU2040;SPC AZ C     - 1,057,173.01    854,042.02   iFT  0.99992717   +0 16 59.6
 DU2040;UTM  12      - 3,751,690.853   462,191.202   MT  0.99961762   -0 13 41.3
 DU2040
 DU2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2040!SPC AZ E     -   0.99966300  x   1.00006267  =   0.99972565
 DU2040!SPC AZ C     -   0.99966300  x   0.99992717  =   0.99959020
 DU2040!UTM  12      -   0.99966300  x   0.99961762  =   0.99928075
 DU2040
 DU2040:                Primary Azimuth Mark                     Grid Az
 DU2040:SPC AZ E     -  BAKER BUTTE                              003 19 37.5
 DU2040:SPC AZ C     -  BAKER BUTTE                              002 21 02.9
 DU2040:UTM  12      -  BAKER BUTTE                              002 51 43.8
 DU2040
 DU2040|---------------------------------------------------------------------|
 DU2040| PID    Reference Object                     Distance      Geod. Az  |
 DU2040|                                                           dddmmss.s |
 DU2040| ES0985 BAKER BUTTE                         APPROX.60.7 KM 0023802.5 |
 DU2040| ES0886 WILBANKS RESET                      APPROX.32.3 KM 0144759.4 |
 DU2040| CR5347 MOUNT ORD RM 3                        8.919 METERS 03136     |
 DU2040| CH5976 MOUNT ORD RM 2                        6.725 METERS 26901     |
 DU2040| DU2039 MOUNT ORD LOOKOUT TOWER               6.803 METERS 29849     |
 DU2040| CH5975 MOUNT ORD RM 1                       11.404 METERS 35052     |
 DU2040|---------------------------------------------------------------------|
 DU2040
 DU2040                          SUPERSEDED SURVEY CONTROL
 DU2040
 DU2040  NAD 83(1986)-  33 54 17.76169(N)    111 24 32.26324(W) AD(       ) 1
 DU2040  NAD 27      -  33 54 17.61600(N)    111 24 29.78200(W) AD(       ) 1
 DU2040  NGVD 29 (07/19/86) 2173.9    (m)         7132.     (f) VERT ANG    3  
 DU2040
 DU2040.Superseded values are not recommended for survey control.
 DU2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2040.See file dsdata.txt to determine how the superseded data were derived.
 DU2040
 DU2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6219151691(NAD 83)
 DU2040_MARKER: DS = TRIANGULATION STATION DISK
 DU2040_SETTING: 66 = SET IN ROCK OUTCROP
 DU2040_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2040+STABILITY: POSITION/ELEVATION WELL
 DU2040
 DU2040  HISTORY     - Date     Condition        Report By
 DU2040  HISTORY     - 1946     MONUMENTED       CGS
 DU2040  HISTORY     - 1967     GOOD             AMS
 DU2040  HISTORY     - 1981     GOOD             AZDT
 DU2040
 DU2040                          STATION DESCRIPTION
 DU2040
 DU2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2040'STATION IS LOCATED AT THE MT. ORD LOOKOUT TOWER OF THE U.S. FOREST
 DU2040'SERVICE IN THE TONTO NATIONAL FOREST.  BY APPROXIMATE AIRLINE
 DU2040'DISTANCES THIS IS 23 MILES SOUTH-SOUTHEAST OF PAYSON, 6 MILES
 DU2040'WEST-NORTHWEST OF THE TONTO BASIN POST OFFICE, AND 4-1/2 MILES
 DU2040'NORTHEAST OF THE SUNFLOWER POST OFFICE.  IT IS ON THE HIGHEST
 DU2040'POINT OF A HIGH TIMBERED PEAK - THE HIGHEST MOUNTAIN IN THE
 DU2040'VICINITY.
 DU2040'
 DU2040'TO REACH THE STATION FROM THE SUNFLOWER STORE AND POST OFFIC,
 DU2040'(WHICH IS ON THE BUSH HIGHWAY, ABOUT 45 MILES BY ROAD SOUTH OF
 DU2040'PAYSON, AND ABOUT 45 MILES BY ROAD NORTH OF U.S. HIGHWAY 60.)
 DU2040'GO NORTHERLY ON THE MAIN GRADED ROAD TOWARDS PAYSON FOR 5.5 MILES
 DU2040'TO FORK.  KEEP RIGHT FORK, THE MAIN ROAD, AND CONTINUE FOR 6.0
 DU2040'MILES TO WHERE THE MAIN ROAD BEARS LEFT ACROSS A SMALL WHITE
 DU2040'BRIDGE AT SIGN PAYSON AND A SECONDARY ROAD CONTINUES STRAIGHT
 DU2040'AHEAD.  KEEP STRAIGHT AHEAD TO THE RIGHT ON THIS ROAD AND
 DU2040'FOLLOW IT UP THE STEEP WINDING MOUNTAIN GRADES FOR 7.6 MILES TO
 DU2040'THE TOP OF THE MOUNTAIN AND THE STATION NEAR THE LOOKOUT TOWER.
 DU2040'
 DU2040'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 DU2040'STAMPED MT ORD 1946, IS SET IN A DRILL HOLE IN OUTCROPPING
 DU2040'BEDROCK FLUSH WITH THE SURROUNDING SURFACE, AND LOCATED 22.3
 DU2040'FEET EAST-SOUTHEAST OF THE CENTER OF THE LOOKOUT TOWER, WHICH IS
 DU2040'ON THE HIGHEST POINT OF THE MOUNTAIN.
 DU2040'
 DU2040'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED MT
 DU2040'ORD NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2040'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, AND IS LOCATED
 DU2040'NORTH OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 DU2040'
 DU2040'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED MT
 DU2040'ORD NO 2 1946, IS SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 DU2040'FOR THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  IT IS WEST OF THE
 DU2040'STATION AND ABOUT 1-1/2 FEET HIGHER.
 DU2040'
 DU2040'TRIANGULATION STATION SUN CAN BE USED FOR AN AZIMUTH MARK.
 DU2040
 DU2040                          STATION RECOVERY (1967)
 DU2040
 DU2040'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DU2040'STATION MT. ORD AND R.M. 2 FOUND IN GOOD CONDITION.  R.M. 1 HAS
 DU2040'BEEN MOVED, AND ARROW IS POINTING AWAY FROM STA. MT. ORD.
 DU2040'R.M. 1 IS NOW APPROX 11 FT. FROM STA. ORD.
 DU2040
 DU2040                          STATION RECOVERY (1981)
 DU2040
 DU2040'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2040'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED IN
 DU2040'1946.  REFERENCE MARK 1 WAS FOUND HOWEVER THE LARGE BOULDER IN WHICH
 DU2040'IT IS SET HAS BEEN MOVED BY CONSTRUCTION.  REFERENCE MARK 3 AN ADOT
 DU2040'REFERENCE DISK STAMPED---MT ORD RM 3---, ESTABLISHED AT THIS TIME.
 DU2040'
 DU2040'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU2040'FEET TO SOUTH MCLANE ROAD, TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU2040'STATE ROUTE 87.  TURN RIGHT ALONG SR 87 AND CONTINUE SOUTH FOR 26.85
 DU2040'MILES TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE MAIN
 DU2040'ROAD 8.1 MILES TO A FORK.  TAKE LEFT FORK TO TOP OF MOUNTAIN AND THE
 DU2040'STATION JUST PAST THE FOREST SERVICE LOOKOUT TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1967 ***********************************************************************
 DU1967  DESIGNATION -  MOUNT TRIPLET PEAK
 DU1967  PID         -  DU1967
 DU1967  STATE/COUNTY-  AZ/GRAHAM
 DU1967  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1967
 DU1967                         *CURRENT SURVEY CONTROL
 DU1967  ___________________________________________________________________
 DU1967* NAD 83(1992)-  33 20 37.76175(N)    110 20 59.01358(W)     ADJUSTED  
 DU1967* NAVD 88     -              **(meters)            **(feet)            
 DU1967  ___________________________________________________________________
 DU1967  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 DU1967  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DU1967  HORZ ORDER  -  THIRD
 DU1967
 DU1967.The horizontal coordinates were established by classical geodetic methods
 DU1967.and adjusted by the National Geodetic Survey in August 1993.
 DU1967
 DU1967
 DU1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1967
 DU1967.The geoid height was determined by GEOID03.
 DU1967
 DU1967;                    North         East     Units Scale Factor Converg.
 DU1967;SPC AZ E     -   259,895.215   196,320.871   MT  0.99990358   -0 06 02.2
 DU1967;SPC AZ E     -   852,674.59    644,097.35   iFT  0.99990358   -0 06 02.2
 DU1967;UTM  12      - 3,689,592.960   560,509.704   MT  0.99964514   +0 21 26.8
 DU1967
 DU1967                          SUPERSEDED SURVEY CONTROL
 DU1967
 DU1967  NAD 83(1986)-  33 20 37.75615(N)    110 20 59.01534(W) AD(       ) 4
 DU1967  NAD 27      -  33 20 37.55700(N)    110 20 56.67900(W) AD(       ) 3
 DU1967
 DU1967.Superseded values are not recommended for survey control.
 DU1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1967.See file dsdata.txt to determine how the superseded data were derived.
 DU1967
 DU1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6051089593(NAD 83)
 DU1967_MARKER: 03 = MOUNTAIN PEAK
 DU1967
 DU1967  HISTORY     - Date     Condition        Report By
 DU1967  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1967
 DU1967                          STATION DESCRIPTION
 DU1967
 DU1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1967'THE PEAK IS ABOUT 25 MILES ESE OF GLOBE, 16 MILES NE OF COOLIDGE
 DU1967'DAM, AND ABOUT 14 MILES NW OF THE INDIAN VILLAGE OF CALVA.  IT IS
 DU1967'8 MILES N OF COOLIDGE RSERVOIR AND 6 MILES E OF THE INDIAN VILLAGE
 DU1967'OF SAN CARLOS.
 DU1967'
 DU1967'THE POINT INTERSECTED IS THE HIGHEST ONE OF THREE PEAKS THAT
 DU1967'APPEAR TO RISE FROM A SINGLE MOUNTAIN WHEN VIEWED FROM THE S AND W.
 DU1967'FROM THE E, IT IS SEEN THAT ONE OF THESE PEAKS RISES FROM A
 DU1967'SEPARATE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0940 ***********************************************************************
 ET0940  DESIGNATION -  MOUNT UNION
 ET0940  PID         -  ET0940
 ET0940  STATE/COUNTY-  AZ/YAVAPAI
 ET0940  USGS QUAD   -  GROOM CREEK (1974)
 ET0940
 ET0940                         *CURRENT SURVEY CONTROL
 ET0940  ___________________________________________________________________
 ET0940* NAD 83(1992)-  34 24 54.24599(N)    112 24 16.19109(W)     ADJUSTED  
 ET0940* NAVD 88     -      2433.0    (meters)    7982.     (feet)  VERTCON   
 ET0940  ___________________________________________________________________
 ET0940  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 ET0940  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 ET0940  HORZ ORDER  -  SECOND
 ET0940
 ET0940.The horizontal coordinates were established by classical geodetic methods
 ET0940.and adjusted by the National Geodetic Survey in August 1993.
 ET0940
 ET0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0940
 ET0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0940
 ET0940.The geoid height was determined by GEOID03.
 ET0940
 ET0940;                    North         East     Units Scale Factor Converg.
 ET0940;SPC AZ C     -   378,799.072   168,516.524   MT  0.99992478   -0 16 32.6
 ET0940;SPC AZ C     - 1,242,779.11    552,875.73   iFT  0.99992478   -0 16 32.6
 ET0940;UTM  12      - 3,809,073.710   370,927.243   MT  0.99980535   -0 47 38.1
 ET0940
 ET0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0940!SPC AZ C     -   0.99962238  x   0.99992478  =   0.99954719
 ET0940!UTM  12      -   0.99962238  x   0.99980535  =   0.99942781
 ET0940
 ET0940:                Primary Azimuth Mark                     Grid Az
 ET0940:SPC AZ C     -  DEL PASCO                                170 45 15.5
 ET0940:UTM  12      -  DEL PASCO                                171 16 21.0
 ET0940
 ET0940|---------------------------------------------------------------------|
 ET0940| PID    Reference Object                     Distance      Geod. Az  |
 ET0940|                                                           dddmmss.s |
 ET0940| ET0855 DEL PASCO                           APPROX.20.4 KM 1702842.9 |
 ET0940|---------------------------------------------------------------------|
 ET0940
 ET0940                          SUPERSEDED SURVEY CONTROL
 ET0940
 ET0940  NAD 83(1986)-  34 24 54.24317(N)    112 24 16.19074(W) AD(       ) 2
 ET0940  NAD 27      -  34 24 54.15000(N)    112 24 13.60200(W) AD(       ) 2
 ET0940  NGVD 29 (05/08/89) 2432.0    (m)         7979.     (f) VERT ANG    3  
 ET0940
 ET0940.Superseded values are not recommended for survey control.
 ET0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0940.See file dsdata.txt to determine how the superseded data were derived.
 ET0940
 ET0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7092709074(NAD 83)
 ET0940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ET0940_SETTING: 80 = SET IN A BOULDER
 ET0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0940+STABILITY: SURFACE MOTION
 ET0940
 ET0940  HISTORY     - Date     Condition        Report By
 ET0940  HISTORY     - 1902     MONUMENTED       USGS
 ET0940  HISTORY     - 1946     GOOD             USGS
 ET0940  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 ET0940
 ET0940                          STATION DESCRIPTION
 ET0940
 ET0940'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0940'MOUNT UNION IS A U.S.G.S. BRONZE DISK AND NOT A CAIRN, AS
 ET0940'THE CAIRN HAS BEEN REMOVED.  IT IS SET IN OUTCROPPING BED ROCK
 ET0940'PROJECTING 18 INCHES AND STAMPED EL 7971.
 ET0940'
 ET0940'TO REACH THE STATION FROM PRESCOTT, GO SOUTHERLY ON THE SENATOR
 ET0940'HIGHWAY FOR 12 MILES TO A FORK AT A CATTLE GUARD AND SIGN MT
 ET0940'UNION FIRE TOWER 2 MILES.  TAKE LEFT FORK TO THE TOP OF MT.
 ET0940'UNION AND THE STATION.
 ET0940
 ET0940                          STATION RECOVERY (1946)
 ET0940
 ET0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 ET0940'RECOVERED IN GOOD CONDITION.
 ET0940
 ET0940                          STATION RECOVERY (2005)
 ET0940
 ET0940'RECOVERY NOTE BY US POWER SQUADRON 2005 (CEP)
 ET0940'NOT FOUND.  LOCATION IS COVERED WITH RUBBLE AND A CONCRETE PAD AND
 ET0940'HAVE BEEN INSTALLED AT THE APPROXIMATE LOCATION.
 ET0940'THE IS AN ANTENNA TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1162 ***********************************************************************
 FS1162  DESIGNATION -  MOUNT WILSON
 FS1162  PID         -  FS1162
 FS1162  STATE/COUNTY-  AZ/MOHAVE
 FS1162  USGS QUAD   -  MOUNT WILSON (1989)
 FS1162
 FS1162                         *CURRENT SURVEY CONTROL
 FS1162  ___________________________________________________________________
 FS1162* NAD 83(1992)-  35 59 47.70746(N)    114 36 42.74285(W)     ADJUSTED  
 FS1162* NAVD 88     -      1659.8    (meters)    5446.     (feet)  VERTCON   
 FS1162  ___________________________________________________________________
 FS1162  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 FS1162  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FS1162  HORZ ORDER  -  FIRST
 FS1162
 FS1162.The horizontal coordinates were established by classical geodetic methods
 FS1162.and adjusted by the National Geodetic Survey in August 1993.
 FS1162
 FS1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1162
 FS1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1162
 FS1162.The geoid height was determined by GEOID03.
 FS1162
 FS1162;                    North         East     Units Scale Factor Converg.
 FS1162;SPC AZ W     -   554,496.049   135,651.267   MT  1.00000771   -0 30 23.7
 FS1162;SPC AZ W     - 1,819,212.76    445,050.09   iFT  1.00000771   -0 30 23.7
 FS1162;UTM  11      - 3,986,207.317   715,264.921   MT  1.00017102   +1 24 14.9
 FS1162
 FS1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1162!SPC AZ W     -   0.99974395  x   1.00000771  =   0.99975166
 FS1162!UTM  11      -   0.99974395  x   1.00017102  =   0.99991493
 FS1162
 FS1162:                Primary Azimuth Mark                     Grid Az
 FS1162:SPC AZ W     -  MOUNT WILSON RM 3                        194 42 25.8
 FS1162:UTM  11      -  MOUNT WILSON RM 3                        192 47 47.2
 FS1162
 FS1162|---------------------------------------------------------------------|
 FS1162| PID    Reference Object                     Distance      Geod. Az  |
 FS1162|                                                           dddmmss.s |
 FS1162| CC5668 MOUNT WILSON RM 3                                  1941202.1 |
 FS1162| CC5667 MOUNT WILSON RM 2                     5.841 METERS 24546     |
 FS1162| CC5666 MOUNT WILSON RM 1                     9.112 METERS 33141     |
 FS1162|---------------------------------------------------------------------|
 FS1162
 FS1162                          SUPERSEDED SURVEY CONTROL
 FS1162
 FS1162  NAD 83(1986)-  35 59 47.69763(N)    114 36 42.73189(W) AD(       ) 1
 FS1162  NAD 27      -  35 59 47.75900(N)    114 36 39.81100(W) AD(       ) 1
 FS1162  NGVD 29 (07/19/86) 1659.0    (m)         5443.     (f) VERT ANG    3  
 FS1162
 FS1162.Superseded values are not recommended for survey control.
 FS1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1162.See file dsdata.txt to determine how the superseded data were derived.
 FS1162
 FS1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1526586207(NAD 83)
 FS1162_MARKER: DS = TRIANGULATION STATION DISK
 FS1162_SETTING: 66 = SET IN ROCK OUTCROP
 FS1162
 FS1162  HISTORY     - Date     Condition        Report By
 FS1162  HISTORY     - 1934     MONUMENTED       CGS
 FS1162  HISTORY     - 1935     GOOD             CGS
 FS1162  HISTORY     - 1951     GOOD             USGS
 FS1162
 FS1162                          STATION DESCRIPTION
 FS1162
 FS1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1162'STATION IS ON THE HIGHEST (SOUTHERN END) POINT OF MT. WILSON,
 FS1162'WHICH IS THE HIGHEST POINT IN THE VICINITY.  IT IS 6 MILES A
 FS1162'LITTLE S OF E OF THE BOULDER DAM.
 FS1162'
 FS1162'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FS1162'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1162'
 FS1162'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS JUST E OF THE HIGHEST
 FS1162'POINT OF THE FIRST POINT ALONG THE RIDGE TO THE S OF THE STATION.
 FS1162'
 FS1162'REACHED FROM BOULDER CITY AS FOLLOW--GO ON THE ROAD TO THE
 FS1162'FERRY, CROSS THE RIVER AND CONTINUE ON THE KINGMAN ROAD 11.0
 FS1162'MILES TO A POINT WHERE THE OLD COUNTY ROAD CROSSES THE NEW
 FS1162'HIGHWAY.  TURN LEFT ON THE COUNTY ROAD, AND GO 0.2 MILE.  TURN
 FS1162'RIGHT ON DIM ROAD LEADING UP WASH AND GO 0.1 MILE, THENCE LEFT
 FS1162'ALONG THE RIDGE 1.6 MILES TO A POINT WHERE THE ROAD STARTS
 FS1162'DOWN.  LEAVE TRUCK HERE AND GO UP THE WASH 2.0 MILES TO A
 FS1162'SPRING, THENCE LEFT ALONG THE RIDGE TO THE HIGHEST POINT OF THE
 FS1162'MOUNTAIN AND STATION.  IT IS A 2-1/2 HOURS PACK.
 FS1162
 FS1162                          STATION RECOVERY (1935)
 FS1162
 FS1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1162'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FS1162'CONDITION.
 FS1162'
 FS1162'BEST REACHED FROM THE BOULDER DAM AS FOLLOWS--GO S ON THE
 FS1162'KINGMAN HIGHWAY FOR ABOUT 6-1/2 MILES (THE HIGHWAY IS UNDER
 FS1162'CONSTRUCTION AND THE EXACT MILEAGE COULD NOT BE TAKEN), TO A POINT
 FS1162'WHERE THE OLD ROAD CROSSES THE NEW HIGHWAY.  TURN LEFT ON THE OLD
 FS1162'ROAD AND GO 0.2 MILE, TURN RIGHT AND GO UP THE WASH 0.1 MILE,
 FS1162'THENCE LEFT ONTO THE RIDGE, THENCE ALONG THE RIDGE 1.2 MILES
 FS1162'TO THE END OF TRUCK TRAVEL AT A POINT JUST S OF A WASH.  FROM
 FS1162'THE END OF TRUCK TRAVEL GO N UP THE WASH ABOUT 2 MILES, THENCE
 FS1162'LEFT UP THE RIDGE TO THE HIGHEST POINT OF THE MOUNTAIN AND
 FS1162'STATION.  IT IS A 3 HOURS PACK.
 FS1162
 FS1162                          STATION RECOVERY (1951)
 FS1162
 FS1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 FS1162'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1443 ***********************************************************************
 DU1443  DESIGNATION -  MOUNTAIN
 DU1443  PID         -  DU1443
 DU1443  STATE/COUNTY-  AZ/MARICOPA
 DU1443  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1443
 DU1443                         *CURRENT SURVEY CONTROL
 DU1443  ___________________________________________________________________
 DU1443* NAD 83(1992)-  33 23 11.28283(N)    111 35 22.26574(W)     ADJUSTED  
 DU1443* NAVD 88     -       472.479  (meters)    1550.12   (feet)  ADJUSTED  
 DU1443  ___________________________________________________________________
 DU1443  X           -  -1,961,704.742 (meters)                     COMP
 DU1443  Y           -  -4,957,350.046 (meters)                     COMP
 DU1443  Z           -   3,490,070.843 (meters)                     COMP
 DU1443  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DU1443  ELLIP HEIGHT-         443.156 (meters)          (08/23/93) ADJUSTED
 DU1443  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1443  DYNAMIC HT  -         471.910 (meters)    1548.26  (feet)  COMP
 DU1443  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 DU1443
 DU1443  HORZ ORDER  -  SECOND
 DU1443  VERT ORDER  -  FIRST     CLASS I
 DU1443  ELLP ORDER  -  FOURTH    CLASS II
 DU1443
 DU1443.The horizontal coordinates were established by classical geodetic methods
 DU1443.and adjusted by the National Geodetic Survey in August 1993.
 DU1443
 DU1443.The orthometric height was determined by differential leveling
 DU1443.and adjusted in November 1993.
 DU1443
 DU1443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1443
 DU1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1443
 DU1443.The ellipsoidal height was determined by GPS observations
 DU1443.and is referenced to NAD 83.
 DU1443
 DU1443.The geoid height was determined by GEOID03.
 DU1443
 DU1443.The dynamic height is computed by dividing the NAVD 88
 DU1443.geopotential number by the normal gravity value computed on the
 DU1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1443.degrees latitude (g = 980.6199 gals.).
 DU1443
 DU1443.The modeled gravity was interpolated from observed gravity values.
 DU1443
 DU1443;                    North         East     Units Scale Factor Converg.
 DU1443;SPC AZ C     -   264,657.366   243,796.108   MT  0.99991142   +0 10 48.1
 DU1443;SPC AZ C     -   868,298.44    799,856.00   iFT  0.99991142   +0 10 48.1
 DU1443;UTM  12      - 3,694,287.316   445,170.617   MT  0.99963706   -0 19 27.9
 DU1443
 DU1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1443!SPC AZ C     -   0.99993043  x   0.99991142  =   0.99984186
 DU1443!UTM  12      -   0.99993043  x   0.99963706  =   0.99956752
 DU1443
 DU1443|---------------------------------------------------------------------|
 DU1443| PID    Reference Object                     Distance      Geod. Az  |
 DU1443|                                                           dddmmss.s |
 DU1443| DU1444 MOUNTAIN RM 1                        12.782 METERS 09008     |
 DU1443| DU1442 MOUNTAIN RM 2                        12.762 METERS 27010     |
 DU1443| DU2109 DOUBLE 2                            APPROX. 6.8 KM 2985404.1 |
 DU1443|---------------------------------------------------------------------|
 DU1443
 DU1443                          SUPERSEDED SURVEY CONTROL
 DU1443
 DU1443  NAD 83(1986)-  33 23 11.27974(N)    111 35 22.26892(W) AD(       ) 2
 DU1443  NAD 27      -  33 23 11.10379(N)    111 35 19.78765(W) AD(       ) 2
 DU1443  NGVD 29 (??/??/92)  472.268  (m)         1549.43   (f) ADJ UNCH    1 1
 DU1443
 DU1443.Superseded values are not recommended for survey control.
 DU1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1443.See file dsdata.txt to determine how the superseded data were derived.
 DU1443
 DU1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4517194287(NAD 83)
 DU1443_MARKER: DD = SURVEY DISK
 DU1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1443_SP_SET: CONCRETE POST
 DU1443_STAMPING: MOUNTAIN P M GS
 DU1443_MARK LOGO: AZHD  
 DU1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1443+STABILITY: SURFACE MOTION
 DU1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1443+SATELLITE: SATELLITE OBSERVATIONS - 1984
 DU1443
 DU1443  HISTORY     - Date     Condition        Report By
 DU1443  HISTORY     - 1974     MONUMENTED       AZDT
 DU1443  HISTORY     - 1975     GOOD             AZDT
 DU1443  HISTORY     - 1984     GOOD             AZDT
 DU1443  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1443  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1443
 DU1443                          STATION DESCRIPTION
 DU1443
 DU1443'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1443'THE STATION IS LOCATED ABOUT 3 MILES WEST SOUTHWEST OF APACHE
 DU1443'JCT. AND 14.5 MILES EAST SOUTHEAST OF MESA IN THE CENTERLINE OF
 DU1443'PROPOSED SUPERSTITION FRWY. AT STA. 1156+69.37.
 DU1443'
 DU1443'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1443'MOUNTAIN P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT
 DU1443'FLUSH WITH THE GROUND.  STATION IS ABOUT 53 FEET WEST OF
 DU1443'MID-SECTION TIE OF SECTION 36 TIN, R7E.
 DU1443'
 DU1443'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1443'MOUNTAIN RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1443'MONUMENT PROJECTING 0.4 FEET.
 DU1443'
 DU1443'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DU1443'MOUNTAIN RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE
 DU1443'MONUMENT PROJECTING 0.4 FEET.
 DU1443'
 DU1443'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE
 DU1443'ROUTE 88 IN APACHE JCT., GO WEST ON U.S. 60, 80 AND 89 FOR 1.8 MILES
 DU1443'TO MERIDIAN DR., TURN LEFT (SOUTH) ON MERIDIAN DR. FOR 1.5 MILES
 DU1443'TO SOUTHERN AVENUE PASSING THROUGH OLD GATE FOR 250 FT. TO THE
 DU1443'SECOND TRAIL TO THE RIGHT.  FOLLOW MAIN TRAVEL TRAIL
 DU1443'SOUTHWESTERLY FOR 0.35 MILES TILL YOU COME TO A FORK IN THE
 DU1443'TRAIL, TAKE RIGHT HAND FORK AND STAY ON MAIN TRAVELED TRAIL FOR
 DU1443'0.25 MILES TO ANOTHER FORK IN TRAIL, TAKE LEFT FORK AND FROM
 DU1443'THIS POINT, THE STATION IS ABOUT 500 FEET STRAIGHT AHEAD AND
 DU1443'MARKED WITH A WITNESS POST.
 DU1443'
 DU1443'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1443
 DU1443                          STATION RECOVERY (1975)
 DU1443
 DU1443'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1443'8 MI SE FROM BUCKHORN.
 DU1443'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD WITH THE SUPERSTITION
 DU1443'FREEWAY CENTERLINE, EAST ALONG THE CENTERLINE FOR 0.5 MILES AND TO THE
 DU1443'STATION.  ON THE FREEWAY CENTERLINE.  3 FT. NORTHWEST OF A P AND M
 DU1443'SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1443'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1443'POST, FLUSH WITH THE GROUND.
 DU1443
 DU1443                          STATION RECOVERY (1984)
 DU1443
 DU1443'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1443'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1443'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1443'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 2.46 KM.  (1.53 MI.)
 DU1443'TO THE STATION, ON THE FREEWAY CENTERLINE.
 DU1443
 DU1443                          STATION RECOVERY (2007)
 DU1443
 DU1443'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1443'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2.
 DU1443'MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE OCCURRED IN THIS AREA OF US
 DU1443'60, AND THE ADJUSTED COORDINATES FOR THE STATION POINT INTO THE
 DU1443'EASTBOUND LANES OF US 60. THE WITNESS POST AND TRAIL WAS NOT FOUND.
 DU1443
 DU1443                          STATION RECOVERY (2008)
 DU1443
 DU1443'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1443'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1443'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1443' 
 DU1443' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ3970 ***********************************************************************
 AJ3970  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3970  DESIGNATION -  MOUNTAIN DEW
 AJ3970  PID         -  AJ3970
 AJ3970  STATE/COUNTY-  AZ/MARICOPA
 AJ3970  USGS QUAD   -  LONE BUTTE (1973)
 AJ3970
 AJ3970                         *CURRENT SURVEY CONTROL
 AJ3970  ___________________________________________________________________
 AJ3970* NAD 83(2007)-  33 19 53.32124(N)    112 03 39.06351(W)     ADJUSTED  
 AJ3970* NAVD 88     -       798.63   (meters)    2620.2    (feet)  GPS OBS   
 AJ3970  ___________________________________________________________________
 AJ3970  EPOCH DATE  -        2007.00
 AJ3970  X           -  -2,003,780.494 (meters)                     COMP
 AJ3970  Y           -  -4,944,405.449 (meters)                     COMP
 AJ3970  Z           -   3,485,155.371 (meters)                     COMP
 AJ3970  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AJ3970  ELLIP HEIGHT-         768.827 (meters)          (02/10/07) ADJUSTED
 AJ3970  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AJ3970
 AJ3970  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3970  Type    PID    Designation                      North   East  Ellip
 AJ3970  -------------------------------------------------------------------
 AJ3970  NETWORK AJ3970 MOUNTAIN DEW                      0.84   0.74   1.33
 AJ3970  -------------------------------------------------------------------
 AJ3970
 AJ3970.The horizontal coordinates were established by GPS observations
 AJ3970.and adjusted by the National Geodetic Survey in February 2007.
 AJ3970
 AJ3970.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3970.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3970.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3970.The epoch date for horizontal control is a decimal equivalence
 AJ3970.of Year/Month/Day.
 AJ3970
 AJ3970.The orthometric height was determined by GPS observations and a
 AJ3970.high-resolution geoid model.
 AJ3970.The orthometric height was determined by GPS observations and a
 AJ3970.high-resolution geoid model using precise GPS observation and
 AJ3970.processing techniques.
 AJ3970
 AJ3970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3970
 AJ3970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3970
 AJ3970.The ellipsoidal height was determined by GPS observations
 AJ3970.and is referenced to NAD 83.
 AJ3970
 AJ3970.The geoid height was determined by GEOID03.
 AJ3970
 AJ3970;                    North         East     Units Scale Factor Converg.
 AJ3970;SPC AZ C     -   258,520.526   199,937.461   MT  0.99990222   -0 04 45.2
 AJ3970;SPC AZ C     -   848,164.46    655,962.80   iFT  0.99990222   -0 04 45.2
 AJ3970;UTM  12      - 3,688,537.887   401,269.698   MT  0.99972018   -0 34 58.7
 AJ3970
 AJ3970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3970!SPC AZ C     -   0.99987931  x   0.99990222  =   0.99978154
 AJ3970!UTM  12      -   0.99987931  x   0.99972018  =   0.99959953
 AJ3970
 AJ3970                          SUPERSEDED SURVEY CONTROL
 AJ3970
 AJ3970  NAD 83(1992)-  33 19 53.32050(N)    112 03 39.06274(W) AD(       ) B
 AJ3970  ELLIP H (04/12/01)  768.858  (m)                       GP(       ) 3 2
 AJ3970
 AJ3970.Superseded values are not recommended for survey control.
 AJ3970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3970.See file dsdata.txt to determine how the superseded data were derived.
 AJ3970
 AJ3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0127088538(NAD 83)
 AJ3970_MARKER: DD = SURVEY DISK
 AJ3970_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ3970_STAMPING: 14.3 E 3.2 S BSF 2000
 AJ3970_MARK LOGO: SRP   
 AJ3970_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3970+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3970
 AJ3970  HISTORY     - Date     Condition        Report By
 AJ3970  HISTORY     - 2000     MONUMENTED       MCDOT
 AJ3970
 AJ3970                          STATION DESCRIPTION
 AJ3970
 AJ3970'DESCRIBED BY MARICOPA CO DOT 2000 (BF)
 AJ3970'THE STATION IS LOCATED IN SOUTHERN PHOENIX ON TOP OF SOUTH MOUNTAIN
 AJ3970'PARK, TOWNSHIP 01 SOUTH, RANGE 03 EAST, SECTION 21
 AJ3970'OWNERSHIP - CITY OF PHOENIX
 AJ3970'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND BASELINE
 AJ3970'ROAD (EXIT 155) , DRIVE WEST ON BASELINE ROAD FOR 6.2 MI (10.0 KM) TO
 AJ3970'SOUTH CENTRAL AVENUE, THENCE TURN LEFT (SOUTH) ON TO SOUTH CENTRAL
 AJ3970'AVENUE AND DRIVE SOUTHERLY FOR 2.0 MI (3.2 KM) TO THE SOUTH MOUNTAIN
 AJ3970'PARK GATE HOUSE, THENCE CONTINUE PAST GATE HOUSE AND DRIVE IN A
 AJ3970'SOUTHWESTERLY DIRECTION ON SOUTH CENTRAL AVENUE (SOUTH CENTRAL AVENUE
 AJ3970'CHANGES TO NORTH STEPHEN MATHER DRIVE AT SOME POINT DURING THIS
 AJ3970'COURSE) 1.9 MI (3.1 KM) TO TELEGRAPH PASS ROAD, THENCE TURN LEFT
 AJ3970'(SOUTH) ON TO TELEGRAPH PASS ROAD AND DRIVE EASTERLY FOR 3.4 MI (5.5
 AJ3970'KM) TO BUENA VISTA ROAD, THENCE TURN RIGHT (EAST) ON TO BUENA VISTA
 AJ3970'ROAD AND DRIVE EASTERLY .8 MI (1.3 KM) TO TV ROAD, THENCE TURN RIGHT
 AJ3970'(SOUTHERLY) ON TO TV ROAD AND DRIVE SOUTHWESTERLY 1.5 MI (2.4 KM) TO
 AJ3970'THE GILA VALLEY LOOKOUT PARKING LOT, THE MONUMENT IS LOCATED ON THE
 AJ3970'NORTHERLY EDGE OF THE GILA VALLEY LOOKOUT PARKING LOT AND DESCRIBED AS
 AJ3970'FOLLOWED
 AJ3970'MONUMENT DESCRIPTION - THE STATION IS MARKED BY A 3 1/2 INCH SALT
 AJ3970'RIVER PROJECT (SRP) SURVEY BRASS CAP, SET INTO AN IRREGULAR MASS OF
 AJ3970'CONCRETE, 0.1 FT (3.0 CM) BELOW GRADE, STAMPED 14.3E 3.2S BSF 2000
 AJ3970'STATION TIES
 AJ3970'APPROXIMATELY 3 FT (0.9 M) NORTH OF NORTH EDGE OF PAVEMENT
 AJ3970'ON LINE BETWEEN A POWER POLE AND ITS EASTERLY DOWN GUY
 AJ3970'0.1 FT (3.0 CM) BELOW GRADE
 AJ3970'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AJ3970'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1444 ***********************************************************************
 DU1444  DESIGNATION -  MOUNTAIN RM 1
 DU1444  PID         -  DU1444
 DU1444  STATE/COUNTY-  AZ/MARICOPA
 DU1444  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1444
 DU1444                         *CURRENT SURVEY CONTROL
 DU1444  ___________________________________________________________________
 DU1444* NAD 83(1986)-  33 23 12.     (N)    111 35 20.     (W)     SCALED    
 DU1444* NAVD 88     -       472.635  (meters)    1550.64   (feet)  ADJUSTED  
 DU1444  ___________________________________________________________________
 DU1444  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1444  DYNAMIC HT  -         472.066 (meters)    1548.77  (feet)  COMP
 DU1444  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 DU1444
 DU1444  VERT ORDER  -  FIRST     CLASS I
 DU1444
 DU1444.The horizontal coordinates were scaled from a topographic map and have
 DU1444.an estimated accuracy of +/- 6 seconds.
 DU1444
 DU1444.The orthometric height was determined by differential leveling
 DU1444.and adjusted in November 1993.
 DU1444
 DU1444.The geoid height was determined by GEOID03.
 DU1444
 DU1444.The dynamic height is computed by dividing the NAVD 88
 DU1444.geopotential number by the normal gravity value computed on the
 DU1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1444.degrees latitude (g = 980.6199 gals.).
 DU1444
 DU1444.The modeled gravity was interpolated from observed gravity values.
 DU1444
 DU1444;                    North         East    Units  Estimated Accuracy
 DU1444;SPC AZ C     -   264,680.      243,860.      MT  (+/- 180 meters Scaled)
 DU1444
 DU1444                          SUPERSEDED SURVEY CONTROL
 DU1444
 DU1444  NGVD 29 (??/??/92)  472.425  (m)         1549.95   (f) ADJ UNCH    1 1
 DU1444
 DU1444.Superseded values are not recommended for survey control.
 DU1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1444.See file dsdata.txt to determine how the superseded data were derived.
 DU1444
 DU1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB452943(NAD 83)
 DU1444_MARKER: DD = SURVEY DISK
 DU1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1444_STAMPING: MOUNTAIN RM 1
 DU1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1444+STABILITY: SURFACE MOTION
 DU1444
 DU1444  HISTORY     - Date     Condition        Report By
 DU1444  HISTORY     - 1974     MONUMENTED       AZDT
 DU1444  HISTORY     - 1975     GOOD             AZDT
 DU1444  HISTORY     - 1975     GOOD             AZDT
 DU1444  HISTORY     - 1984     GOOD             AZDT
 DU1444  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1444  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1444
 DU1444                          STATION DESCRIPTION
 DU1444
 DU1444'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1444'8 MI SE FROM BUCKHORN.
 DU1444'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD WITH THE SUPERSTITION
 DU1444'FREEWAY CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE
 DU1444'STATION.  ON THE CENTERLINE.  45 FT. EAST OF THE MAIN STATION AND A P
 DU1444'AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1444'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1444'POST, UP 0.4 FT.
 DU1444
 DU1444                          STATION RECOVERY (1975)
 DU1444
 DU1444'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1444'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD WITH THE SUPERSTITION
 DU1444'FREEWAY CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE
 DU1444'STATION.  ON THE CENTERLINE.  45 FT. EAST OF THE MAIN STATION AND A P
 DU1444'AND M SURVEY SIGN.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1444'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE
 DU1444'POST, UP 0.4 FT.
 DU1444
 DU1444                          STATION RECOVERY (1984)
 DU1444
 DU1444'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1444'RECOVERED IN GOOD CONDITION.
 DU1444
 DU1444                          STATION RECOVERY (2007)
 DU1444
 DU1444'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1444'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1444'OCCURRED IN THIS AREA OF US 60, AND THE ADJUSTED COORDINATES FOR THE
 DU1444'MAIN STATION DU1443 POINT INTO THE EASTBOUND LANES OF US 60, AND THE
 DU1444'LOCATION FOR THIS STATION WOULD ALSO FALL INTO THE EASTBOUND LANES.
 DU1444'THE SURVEY SIGN WAS NOT FOUND.
 DU1444
 DU1444                          STATION RECOVERY (2008)
 DU1444
 DU1444'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1444'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1444'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1444' 
 DU1444' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1442 ***********************************************************************
 DU1442  DESIGNATION -  MOUNTAIN RM 2
 DU1442  PID         -  DU1442
 DU1442  STATE/COUNTY-  AZ/MARICOPA
 DU1442  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1442
 DU1442                         *CURRENT SURVEY CONTROL
 DU1442  ___________________________________________________________________
 DU1442* NAD 83(1986)-  33 23 12.     (N)    111 35 20.     (W)     SCALED    
 DU1442* NAVD 88     -       472.502  (meters)    1550.20   (feet)  ADJUSTED  
 DU1442  ___________________________________________________________________
 DU1442  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1442  DYNAMIC HT  -         471.933 (meters)    1548.33  (feet)  COMP
 DU1442  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 DU1442
 DU1442  VERT ORDER  -  FIRST     CLASS I
 DU1442
 DU1442.The horizontal coordinates were scaled from a topographic map and have
 DU1442.an estimated accuracy of +/- 6 seconds.
 DU1442
 DU1442.The orthometric height was determined by differential leveling
 DU1442.and adjusted in November 1993.
 DU1442
 DU1442.The geoid height was determined by GEOID03.
 DU1442
 DU1442.The dynamic height is computed by dividing the NAVD 88
 DU1442.geopotential number by the normal gravity value computed on the
 DU1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1442.degrees latitude (g = 980.6199 gals.).
 DU1442
 DU1442.The modeled gravity was interpolated from observed gravity values.
 DU1442
 DU1442;                    North         East    Units  Estimated Accuracy
 DU1442;SPC AZ C     -   264,680.      243,860.      MT  (+/- 180 meters Scaled)
 DU1442
 DU1442                          SUPERSEDED SURVEY CONTROL
 DU1442
 DU1442  NGVD 29 (??/??/92)  472.284  (m)         1549.49   (f) ADJ UNCH    1 1
 DU1442
 DU1442.Superseded values are not recommended for survey control.
 DU1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1442.See file dsdata.txt to determine how the superseded data were derived.
 DU1442
 DU1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB452943(NAD 83)
 DU1442_MARKER: DD = SURVEY DISK
 DU1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1442_STAMPING: MOUNTAIN RM 2
 DU1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1442+STABILITY: SURFACE MOTION
 DU1442
 DU1442  HISTORY     - Date     Condition        Report By
 DU1442  HISTORY     - 1974     MONUMENTED       AZDT
 DU1442  HISTORY     - 1975     GOOD             AZDT
 DU1442  HISTORY     - 1975     GOOD             AZDT
 DU1442  HISTORY     - 1984     GOOD             AZDT
 DU1442  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU1442  HISTORY     - 20080624 MARK NOT FOUND   GEOCAC
 DU1442
 DU1442                          STATION DESCRIPTION
 DU1442
 DU1442'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1442'8 MI SE FROM BUCKHORN.
 DU1442'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD WITH THE SUPERSTITION
 DU1442'FREEWAY, EAST ALONG THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1442'STATION ON THE CENTERLINE.  45 FT. WEST OF A P AND M SURVEY SIGN AND
 DU1442'THE MAIN STATION.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1442'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CONCRETE POST, UP 0.3
 DU1442'FT.
 DU1442
 DU1442                          STATION RECOVERY (1975)
 DU1442
 DU1442'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1442'FROM THE INTERSECTION OF SIGNAL BUTTE ROAD WITH THE SUPERSTITION
 DU1442'FREEWAY, EAST ALONG THE FREEWAY CENTERLINE FOR 0.5 MILES AND TO THE
 DU1442'STATION ON THE CENTERLINE.  45 FT. WEST OF A P AND M SURVEY SIGN AND
 DU1442'THE MAIN STATION.  SUPERSTITION FREEWAY BETWEEN POWER ROAD AND APACHE
 DU1442'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CONCRETE POST, UP 0.3
 DU1442'FT.
 DU1442
 DU1442                          STATION RECOVERY (1984)
 DU1442
 DU1442'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1442'RECOVERED IN GOOD CONDITION.
 DU1442
 DU1442                          STATION RECOVERY (2007)
 DU1442
 DU1442'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1442'DID NOT FIND THE MARK. MAJOR CONSTRUCTION AND LANE ADDITIONS HAVE
 DU1442'OCCURRED IN THIS AREA OF US 60, AND THE ADJUSTED COORDINATES FOR THE
 DU1442'MAIN STATION DU1443 POINT INTO THE EASTBOUND LANES OF US 60, AND THE
 DU1442'LOCATION FOR THIS STATION WOULD ALSO FALL INTO THE EASTBOUND LANES.
 DU1442'THE SURVEY SIGN WAS NOT FOUND.
 DU1442
 DU1442                          STATION RECOVERY (2008)
 DU1442
 DU1442'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1442'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1442'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
 DU1442' 
 DU1442' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1930 ***********************************************************************
 AI1930  DESIGNATION -  MOV1
 AI1930  PID         -  AI1930
 AI1930  STATE/COUNTY-  AZ/MARICOPA
 AI1930  USGS QUAD   -  PARADISE VALLEY (1982)
 AI1930
 AI1930                         *CURRENT SURVEY CONTROL
 AI1930  ___________________________________________________________________
 AI1930* NAD 83(2007)-  33 34 29.48345(N)    111 56 11.88648(W)     ADJUSTED  
 AI1930* NAVD 88     -       407.7    (meters)    1338.     (feet)  GPS OBS   
 AI1930  ___________________________________________________________________
 AI1930  EPOCH DATE  -        2007.00
 AI1930  X           -  -1,987,375.118 (meters)                     COMP
 AI1930  Y           -  -4,934,631.302 (meters)                     COMP
 AI1930  Z           -   3,507,463.850 (meters)                     COMP
 AI1930  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AI1930  ELLIP HEIGHT-         378.108 (meters)          (02/10/07) ADJUSTED
 AI1930  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AI1930
 AI1930  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1930  Type    PID    Designation                      North   East  Ellip
 AI1930  -------------------------------------------------------------------
 AI1930  NETWORK AI1930 MOV1                              0.51   0.51   0.82
 AI1930  -------------------------------------------------------------------
 AI1930
 AI1930.The horizontal coordinates were established by GPS observations
 AI1930.and adjusted by the National Geodetic Survey in February 2007.
 AI1930
 AI1930.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1930.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1930.The horizontal coordinates are valid at the epoch date displayed above.
 AI1930.The epoch date for horizontal control is a decimal equivalence
 AI1930.of Year/Month/Day.
 AI1930
 AI1930.The orthometric height was determined by GPS observations and a
 AI1930.high-resolution geoid model.
 AI1930
 AI1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1930
 AI1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1930
 AI1930.The ellipsoidal height was determined by GPS observations
 AI1930.and is referenced to NAD 83.
 AI1930
 AI1930.The geoid height was determined by GEOID03.
 AI1930
 AI1930;                    North         East     Units Scale Factor Converg.
 AI1930;SPC AZ C     -   285,502.443   211,506.263   MT  0.99990004   -0 00 39.8
 AI1930;SPC AZ C     -   936,687.81    693,918.19   iFT  0.99990004   -0 00 39.8
 AI1930;UTM  12      - 3,715,411.490   413,073.735   MT  0.99969315   -0 31 04.9
 AI1930
 AI1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1930!SPC AZ C     -   0.99994064  x   0.99990004  =   0.99984069
 AI1930!UTM  12      -   0.99994064  x   0.99969315  =   0.99963381
 AI1930
 AI1930                          SUPERSEDED SURVEY CONTROL
 AI1930
 AI1930  NAD 83(1992)-  33 34 29.48285(N)    111 56 11.88563(W) AD(       ) A
 AI1930  ELLIP H (09/30/99)  378.133  (m)                       GP(       ) 3 1
 AI1930
 AI1930.Superseded values are not recommended for survey control.
 AI1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1930.See file dsdata.txt to determine how the superseded data were derived.
 AI1930
 AI1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1307415411(NAD 83)
 AI1930_MARKER: DD = SURVEY DISK
 AI1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1930_STAMPING: MOV1
 AI1930_MARK LOGO: AZ0420
 AI1930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1930+STABILITY: SURFACE MOTION
 AI1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1930+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 AI1930
 AI1930  HISTORY     - Date     Condition        Report By
 AI1930  HISTORY     - UNK      MONUMENTED       AZ0420
 AI1930  HISTORY     - 19990212 GOOD             AZ0420
 AI1930  HISTORY     - 20010401 GOOD             TELTEC
 AI1930  HISTORY     - 20051205 GOOD             USPSQD
 AI1930  HISTORY     - 20070126 GOOD             GEOCAC
 AI1930
 AI1930                          STATION DESCRIPTION
 AI1930
 AI1930'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1930'THE STATION IS LOCATED IN THE CITY OF SCOTTSDALE, AT THE INTERSECTION
 AI1930'OF 68TH STREET AND MOUNTAIN VIEW ROAD.  OWNERSHIP--CITY OF SCOTTSDALE.
 AI1930'TO REACH THE STATION FROM THE JUNCTION OF VIA LINDA ROAD AND 92ND
 AI1930'STREET IN SCOTTSDALE, GO WEST FOR 1.5 MI (2.4 KM) ON VIA LINDA ROAD TO
 AI1930'HAYDEN ROAD.  TURN RIGHT AND GO NORTH FOR 0.5 MI (0.8 KM) ON HAYDEN
 AI1930'ROAD TO SHEA BLVD.  TURN LEFT AND GO WEST FOR 1.5 MI (2.4 KM) ON SHEA
 AI1930'BLVD TO 68TH STREET.  TURN LEFT AND GO SOUTH FOR 0.5 MI (0.8 KM) ON
 AI1930'68TH STREET TO MOUNTAIN VIEW ROAD.  FOLLOW MOUNTAIN VIEW ROAD TO THE
 AI1930'WEST TO 67TH STREET, THEN TURN LEFT AND GO SOUTH FOR 300 FT (91.4 M)
 AI1930'ON 67TH STREET TO THE INTERSECTION OF MOUNTAIN VIEW ROAD AND THE
 AI1930'STATION.  THE STATION IS SET NEAR THE NORTH EDGE OF A CONCRETE
 AI1930'DRAINAGE CHANNEL AT THE CENTERLINE OF 67TH STREET.  LOCATED 250.23 FT
 AI1930'(76.27 M) SOUTHWEST FROM A STOP SIGN, 36.45 FT (11.11 M) SOUTHEAST
 AI1930'FROM THE NORTHWEST CURB CORNER, 29.3 FT (8.9 M) NORTH FROM THE SOUTH
 AI1930'EDGE OF STORM DRAIN, 19.9 FT (6.1 M) WEST FROM THE CURB AND 1.5 FT
 AI1930'(0.5 M) NORTH FROM THE NORTH EDGE OF DRAINAGE CHANNEL.
 AI1930
 AI1930                          STATION RECOVERY (2001)
 AI1930
 AI1930'RECOVERY NOTE BY TELETECH INCORPORATED 2001 (MWD)
 AI1930'RECOVERED IN GOOD CONDITION.
 AI1930
 AI1930                          STATION RECOVERY (2005)
 AI1930
 AI1930'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 AI1930'DESCRIPTION IS ADEQUATE.  FROM 68 ST AND SHEA GO SOUTH TO MTN VIEW
 AI1930'THEN GO WEST TO 67 ST.
 AI1930' 
 AI1930
 AI1930                          STATION RECOVERY (2007)
 AI1930
 AI1930'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AI1930'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AI1930'THE DESCRIPTION   THE STATION IS 1.5 FEET NORTH OF THE CENTER POST OF
 AI1930'A WOODEN BARRICADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0532 ***********************************************************************
 GP0532  DESIGNATION -  MOVED
 GP0532  PID         -  GP0532
 GP0532  STATE/COUNTY-  AZ/COCONINO
 GP0532  USGS QUAD   -  WRATHER ARCH (1985)
 GP0532
 GP0532                         *CURRENT SURVEY CONTROL
 GP0532  ___________________________________________________________________
 GP0532* NAD 83(1992)-  36 53 51.09213(N)    111 45 10.58437(W)     ADJUSTED  
 GP0532* NAVD 88     -      1914.8    (meters)    6282.     (feet)  VERTCON   
 GP0532  ___________________________________________________________________
 GP0532  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 GP0532  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 GP0532  HORZ ORDER  -  THIRD
 GP0532
 GP0532.The horizontal coordinates were established by classical geodetic methods
 GP0532.and adjusted by the National Geodetic Survey in August 1993.
 GP0532
 GP0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0532
 GP0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0532
 GP0532.The geoid height was determined by GEOID03.
 GP0532
 GP0532;                    North         East     Units Scale Factor Converg.
 GP0532;SPC AZ C     -   654,111.482   227,951.655   MT  0.99990262   +0 05 53.9
 GP0532;SPC AZ C     - 2,146,035.05    747,872.88   iFT  0.99990262   +0 05 53.9
 GP0532;UTM  12      - 4,083,769.299   432,916.011   MT  0.99965544   -0 27 07.5
 GP0532
 GP0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0532!SPC AZ C     -   0.99970317  x   0.99990262  =   0.99960582
 GP0532!UTM  12      -   0.99970317  x   0.99965544  =   0.99935871
 GP0532
 GP0532:                Primary Azimuth Mark                     Grid Az
 GP0532:SPC AZ C     -  WHITE                                    294 47 49.3
 GP0532:UTM  12      -  WHITE                                    295 20 50.7
 GP0532
 GP0532|---------------------------------------------------------------------|
 GP0532| PID    Reference Object                     Distance      Geod. Az  |
 GP0532|                                                           dddmmss.s |
 GP0532| GP0626 WHITE                               APPROX.15.3 KM 2945343.2 |
 GP0532|---------------------------------------------------------------------|
 GP0532
 GP0532                          SUPERSEDED SURVEY CONTROL
 GP0532
 GP0532  NAD 83(1986)-  36 53 51.08750(N)    111 45 10.58404(W) AD(       ) 3
 GP0532  NGVD 29 (05/08/89) 1913.8    (m)         6279.     (f) VERT ANG    3  
 GP0532
 GP0532.Superseded values are not recommended for survey control.
 GP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0532.See file dsdata.txt to determine how the superseded data were derived.
 GP0532
 GP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3291683769(NAD 83)
 GP0532_MARKER: DD = SURVEY DISK
 GP0532_SETTING: 80 = SET IN A BOULDER
 GP0532_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0532+STABILITY: SURFACE MOTION
 GP0532
 GP0532  HISTORY     - Date     Condition        Report By
 GP0532  HISTORY     - 1954     MONUMENTED       USGS
 GP0532
 GP0532                          STATION DESCRIPTION
 GP0532
 GP0532'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0532'LOCATED 13.5 MI NE. OF JARVIS RANCH, ABOUT 10 MI N. OF U.S. HWY.
 GP0532'89, 4.5 MI S. OF PARIA CREEK.  NEAR SOUTH END OF 2.5 MI LONG,
 GP0532'N.-S. RIDGE ON HIGH POINT OF KNOLL.
 GP0532'
 GP0532'REACHED BY HELICOPTER.
 GP0532'
 GP0532'STATION MARK--STANDARD TABLET STAMPED---MOVED 1954---, CEMENTED IN
 GP0532'LARGE STONE BURIED FLUSH WITH GROUND.
 GP0532'
 GP0532'RM 1--COPPER NAIL AND WASHER IN BLAZED 24-INCH JUNIPER.
 GP0532'
 GP0532'RM 1--COPPER NAIL AND WASHER IN BLAZED 16-INCH JUNIPER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0366 ***********************************************************************
 GQ0366  DESIGNATION -  MT TRUMBULL ECC
 GQ0366  PID         -  GQ0366
 GQ0366  STATE/COUNTY-  AZ/MOHAVE
 GQ0366  USGS QUAD   -  MT TRUMBULL NW (1967)
 GQ0366
 GQ0366                         *CURRENT SURVEY CONTROL
 GQ0366  ___________________________________________________________________
 GQ0366* NAD 83(1992)-  36 24 36.42238(N)    113 08 18.60178(W)     ADJUSTED  
 GQ0366* NAVD 88     -      2448.     (meters)    8031.     (feet)  SCALED    
 GQ0366  ___________________________________________________________________
 GQ0366  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GQ0366  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 GQ0366  HORZ ORDER  -  SECOND
 GQ0366
 GQ0366.The horizontal coordinates were established by classical geodetic methods
 GQ0366.and adjusted by the National Geodetic Survey in August 1993.
 GQ0366
 GQ0366.The orthometric height was scaled from a topographic map.
 GQ0366
 GQ0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0366
 GQ0366.The geoid height was determined by GEOID03.
 GQ0366
 GQ0366;                    North         East     Units Scale Factor Converg.
 GQ0366;SPC AZ W     -   600,209.834   268,204.819   MT  0.99997038   +0 21 46.7
 GQ0366;SPC AZ W     - 1,969,192.37    879,937.07   iFT  0.99997038   +0 21 46.7
 GQ0366;UTM  12      - 4,031,562.588   308,251.643   MT  1.00005302   -1 16 11.0
 GQ0366
 GQ0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0366!SPC AZ W     -   0.99961959  x   0.99997038  =   0.99958998
 GQ0366!UTM  12      -   0.99961959  x   1.00005302  =   0.99967259
 GQ0366
 GQ0366                          SUPERSEDED SURVEY CONTROL
 GQ0366
 GQ0366  NAD 83(1986)-  36 24 36.41720(N)    113 08 18.60022(W) AD(       ) 2
 GQ0366  NAD 27      -  36 24 36.49200(N)    113 08 15.83400(W) AD(       ) 2
 GQ0366
 GQ0366.Superseded values are not recommended for survey control.
 GQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0366.See file dsdata.txt to determine how the superseded data were derived.
 GQ0366
 GQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0825231563(NAD 83)
 GQ0366_MARKER: DS = TRIANGULATION STATION DISK
 GQ0366_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0366_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0366+STABILITY: POSITION/ELEVATION WELL
 GQ0366
 GQ0366  HISTORY     - Date     Condition        Report By
 GQ0366  HISTORY     - 1934     MONUMENTED       CGS
 GQ0366  HISTORY     - 1953     GOOD             CGS
 GQ0366
 GQ0366                          STATION DESCRIPTION
 GQ0366
 GQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0366'A TARGET PLACED IN TOP OF TALLEST TREE ON SUMMIT OF MT. TRUMBULL,
 GQ0366'THIS TREE HAVING A TRIANGULAR BLAZE WITH NAIL IN CENTER OF
 GQ0366'BLAZE, AND A WITNESS MARK FOR U.S.G.S. STATION MT. TRUMBULL.
 GQ0366'THIS TREE LIES APPROXIMATELY 30 FEET NNW OF STATION U.S.G.S.
 GQ0366'MT. TRUMBULL.  MOUNTAIN COVERED WITH TIMBER AND EXCESSIVE AMOUNT
 GQ0366'OF CLEARING REQUIRED TO SEE OUT FROM GROUND STATIONS.
 GQ0366'
 GQ0366'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 GQ0366'HOLE IN OUTCROPPING BEDROCK.
 GQ0366'
 GQ0366'THE TWO WITNESS MARKS ARE TREES EACH MARKED WITH A TRIANGULAR
 GQ0366'BLAZE WITH A NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE.
 GQ0366
 GQ0366                          STATION RECOVERY (1953)
 GQ0366
 GQ0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0366'THE STATION, A POLE NAILED TO THE TOP OF A 30-INCH PINE TREE,
 GQ0366'WAS RECOVERED AND TRAVERSED TO FROM THE NEW STATION (SEE
 GQ0366'DESCRIPTION FOR TRUMBULL USGS 1953) ESTABLISHED ON THE SAME
 GQ0366'HILL THIS DATE.
 GQ0366'
 GQ0366'THE STATION IS LOCATED ABOUT 53 MILES SOUTH-SOUTHEAST OF
 GQ0366'HURRICANE, UTAH, ABOUT 50 MILES SOUTHWEST OF FREDONIA, ARIZONA,
 GQ0366'ABOUT 14 MILE NORTHWEST OF GRAND CANYON AT ITS CLOSEST POINT,
 GQ0366'ABOUT 11 MILES EAST OF MT. TRUMBULL SCHOOL AND ABOUT 2 MILES
 GQ0366'NORTHEAST OF NIXON SPRINGS.  IT IS ON A PROMINENT BLUE-COLORED,
 GQ0366'TIMBERED MOUNTAIN WHICH IS LOCALLY KNOWN AS MT. TRUMBULL,
 GQ0366'SOMETIMES SPOKEN OF AS NIXON PK. AND IS THE HIGHEST POINT
 GQ0366'IN THE VICINITY.
 GQ0366'
 GQ0366'THE STATION CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 GQ0366'89 AND THE GRAVEL ROAD LEADING WEST TOWARD PIPE SPRINGS IN
 GQ0366'FREDONIA BY DRIVING WEST ON THE GRAVEL ROAD FOR 8.2 MILES TO
 GQ0366'A FORK OR A ROAD LEFT JUST BEFORE REACHING ANOTHER PROMINENT
 GQ0366'FORK.  TURN LEFT (SOUTH) AND FOLLOW THE MAIN ROAD TOWARD
 GQ0366'GRAND CANYON NATIONAL MONUMENT FOR 43.4 MILES TO A GATE,
 GQ0366'A LARGE CULTIVATED FIELD ON THE RIGHT AND RANCH BUILDINGS
 GQ0366'ABOUT 1/2 MILE TO THE SOUTHWEST.  CONTINUE SOUTH FOR 1.0 MILE
 GQ0366'TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 1.05 MILES
 GQ0366'TO A FORK.  TAKE THE RIGHT FORK FOR 1.1 MILES TO A T-ROAD.
 GQ0366'TURN RIGHT, UP DRAW, AND GO 3.8 MILES TO A FORK AT SIGN
 GQ0366'ARKANSAS RANCH-111 R.R. SULLIVAN 111.  TAKE THE RIGHT
 GQ0366'FORK, UP HILL, AND GO 3.5 MILES TO A CORRAL AT NIXON
 GQ0366'SPRINGS AND THE END OF TRUCK TRAVEL FOR A 2-WHEEL DRIVE
 GQ0366'VEHICLE.  A JEEP CAN BE DRIVEN EAST-SOUTHEAST PAST THE
 GQ0366'SOUTH SIDE OF A SMALL CORRAL ALONG A DIM TRAIL WHICH HAS
 GQ0366'BEEN CLEARED FOR 0.5 MILE TO A SMALL CLEARING AND A LARGE
 GQ0366'OPEN WASH LEADING NORTHEAST UP THE HILL AND THE END OF
 GQ0366'TRUCK TRAVEL FOR A 4-WHEEL DRIVE VEHICLE.  PACK NORTHEAST
 GQ0366'UP WASH FOR ABOUT 50 YARDS TO A TRAIL LEADING EAST
 GQ0366'AROUND THE MOUNTAIN.  FOLLOW THIS TRAIL EASTERLY FOR
 GQ0366'ABOUT 1/2 MILE TO A FORK IN TRAIL AT A 6-INCH TRIANGLE
 GQ0366'BLAZE ON A FIR TREE BETWEEN THE FORKS.  TAKE THE RIGHT FORK,
 GQ0366'LOWER TRAIL, AND GO ABOUT 200 YARDS TO A FORK AND A
 GQ0366'TRIANGLE BLAZE ON A FIR TREE ON THE RIGHT.  TAKE LEFT FORK
 GQ0366'UP HILL FOR ABOUT 1/4 MILE TO A TRIANGLE BLAZE AND A DIM TRAIL
 GQ0366'FORK AT A 3-FOOT DEAD TREE LYING AT THE LEFT SIDE OF THE
 GQ0366'TRAIL.  LEAVE THE TRAIL AND WALK DUE NORTH THROUGH HEAVY
 GQ0366'TIMBER FOR ABOUT 1-1/2 MILES TO THE SUMMIT OF THE HILL AND
 GQ0366'THE STATION.  A 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5920 ***********************************************************************
 DJ5920  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5920  DESIGNATION -  MTN BIKE
 DJ5920  PID         -  DJ5920
 DJ5920  STATE/COUNTY-  AZ/MARICOPA
 DJ5920  USGS QUAD   -  AVONDALE SE (1978)
 DJ5920
 DJ5920                         *CURRENT SURVEY CONTROL
 DJ5920  ___________________________________________________________________
 DJ5920* NAD 83(2007)-  33 21 51.13915(N)    112 19 12.00246(W)     ADJUSTED  
 DJ5920* NAVD 88     -       319.70   (meters)    1048.9    (feet)  GPS OBS   
 DJ5920  ___________________________________________________________________
 DJ5920  X           -  -2,025,213.599 (meters)                     COMP
 DJ5920  Y           -  -4,933,075.302 (meters)                     COMP
 DJ5920  Z           -   3,487,924.244 (meters)                     COMP
 DJ5920  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DJ5920  ELLIP HEIGHT-         289.449 (meters)          (03/21/07) ADJUSTED
 DJ5920  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DJ5920  HORZ ORDER  -  B
 DJ5920  ELLP ORDER  -  FOURTH    CLASS I
 DJ5920
 DJ5920.The horizontal coordinates were established by GPS observations
 DJ5920.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5920
 DJ5920.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5920.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5920
 DJ5920.The orthometric height was determined by GPS observations and a
 DJ5920.high-resolution geoid model.
 DJ5920.The orthometric height was determined by GPS observations and a
 DJ5920.high-resolution geoid model using precise GPS observation and
 DJ5920.processing techniques.
 DJ5920
 DJ5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5920
 DJ5920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5920
 DJ5920.The ellipsoidal height was determined by GPS observations
 DJ5920.and is referenced to NAD 83.
 DJ5920
 DJ5920.The geoid height was determined by GEOID03.
 DJ5920
 DJ5920;                    North         East     Units Scale Factor Converg.
 DJ5920;SPC AZ C     -   262,213.334   175,826.394   MT  0.99991736   -0 13 18.6
 DJ5920;SPC AZ C     -   860,279.97    576,858.25   iFT  0.99991736   -0 13 18.6
 DJ5920;UTM  12      - 3,692,442.019   377,195.819   MT  0.99978593   -0 43 33.7
 DJ5920
 DJ5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5920!SPC AZ C     -   0.99995456  x   0.99991736  =   0.99987192
 DJ5920!UTM  12      -   0.99995456  x   0.99978593  =   0.99974050
 DJ5920
 DJ5920                          SUPERSEDED SURVEY CONTROL
 DJ5920
 DJ5920.No superseded survey control is available for this station.
 DJ5920
 DJ5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7719692442(NAD 83)
 DJ5920_MARKER: I = METAL ROD
 DJ5920_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ5920+WITH SETTING: INFORMATION.
 DJ5920_STAMPING: MTN BIKE
 DJ5920_MARK LOGO: NONE  
 DJ5920_PROJECTION: PROJECTING 15 CENTIMETERS
 DJ5920_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ5920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5920+STABILITY: POSITION/ELEVATION WELL
 DJ5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5920+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5920_ROD/PIPE-DEPTH: .2   meters
 DJ5920_SLEEVE-DEPTH  : .45 meters
 DJ5920
 DJ5920  HISTORY     - Date     Condition        Report By
 DJ5920  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5920
 DJ5920                          STATION DESCRIPTION
 DJ5920
 DJ5920'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5920'FROM THE INTERSECTION OF AVONDALE BOULEVARD AND I-10 IN AVONDALE,
 DJ5920'ARIZONA, TRAVEL SOUTH ON AVONDALE BOULEVARD 8.17KM TO THE BRIDGE OVER
 DJ5920'THE GILA RIVER.  CONTINUE ACROSS BRIDGE 2.17KM TO THE INTERSECTION OF
 DJ5920'INDIAN SPRINGS ROAD AND EL MIRAGE ROAD.  CONTINUE WEST ON INDIAN
 DJ5920'SPRINGS ROAD, 65M, TO ESTRELLA REGIONAL PARK ENTRANCE, ALSO KNOWN AS
 DJ5920'COYOTE LANE. TRAVEL SOUTH ON COYOTE LANE, 608M, TO SOUTHERLY BOUNDARY
 DJ5920'OF PHOENIX INTERNATIONAL RACEWAY PARKING. CONTINUE SOUTHEASTERLY ALONG
 DJ5920'DUST DEVIL RD, 600M TO SINGLE TRACK CIRCLE. TRAVEL SOUTH ON SINGLE
 DJ5920'TRACK CIRCLE, 106M, TO A DIRT PARKING AREA. CONTINUE SOUTH THROUGH
 DJ5920'PARKING AREA, 215M, TO THE NORTHERLY MOUNTAIN BIKE TRAIL TERMINUS.
 DJ5920'MARK IS A 9/16IN STEEL ROD, 18IN LONG, DRIVEN 4IN INTO BEDROCK.  ROD
 DJ5920'IS ENCASED IN A GREASED PVC SLEEVE WITHIN A 5IN IRON PIPE, ONTO WHICH
 DJ5920'MTN BIKE IS STAMPED, PROJECTING 8IN ABOVE GROUND WHICH IS SUPPORTED BY
 DJ5920'A CONCRETE COLLAR.  MARK IS 31M SOUTH OF GRADED PARKING LOT, IN
 DJ5920'DESERT, 11.5M WEST OF OUTBOUND MOUNTAIN BIKE TRAIL AND 1.5M NORTH OF
 DJ5920'CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0776 ***********************************************************************
 DT0776  DESIGNATION -  MUD
 DT0776  PID         -  DT0776
 DT0776  STATE/COUNTY-  AZ/GRAHAM
 DT0776  USGS QUAD   -  POINT OF PINES EAST (1984)
 DT0776
 DT0776                         *CURRENT SURVEY CONTROL
 DT0776  ___________________________________________________________________
 DT0776* NAD 83(1992)-  33 15 32.76382(N)    109 44 09.21917(W)     ADJUSTED  
 DT0776* NAVD 88     -      2223.6    (meters)    7295.     (feet)  VERTCON   
 DT0776  ___________________________________________________________________
 DT0776  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 DT0776  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DT0776  HORZ ORDER  -  THIRD
 DT0776
 DT0776.The horizontal coordinates were established by classical geodetic methods
 DT0776.and adjusted by the National Geodetic Survey in August 1993.
 DT0776
 DT0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0776
 DT0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0776
 DT0776.The geoid height was determined by GEOID03.
 DT0776
 DT0776;                    North         East     Units Scale Factor Converg.
 DT0776;SPC AZ E     -   250,567.474   253,495.130   MT  0.99991985   +0 14 10.5
 DT0776;SPC AZ E     -   822,071.77    831,676.94   iFT  0.99991985   +0 14 10.5
 DT0776;UTM  12      - 3,680,723.926   617,744.970   MT  0.99977093   +0 41 36.1
 DT0776
 DT0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0776!SPC AZ E     -   0.99965498  x   0.99991985  =   0.99957486
 DT0776!UTM  12      -   0.99965498  x   0.99977093  =   0.99942599
 DT0776
 DT0776|---------------------------------------------------------------------|
 DT0776| PID    Reference Object                     Distance      Geod. Az  |
 DT0776|                                                           dddmmss.s |
 DT0776| CD2367 MUD RM 1                              5.480 METERS 05753     |
 DT0776| CD2368 MUD RM 2                              5.672 METERS 16240     |
 DT0776| DT0778 BRYCE                               APPROX.27.2 KM 1672420.9 |
 DT0776|---------------------------------------------------------------------|
 DT0776
 DT0776                          SUPERSEDED SURVEY CONTROL
 DT0776
 DT0776  NAD 83(1986)-  33 15 32.76008(N)    109 44 09.21885(W) AD(       ) 3
 DT0776  NAD 27      -  33 15 32.57210(N)    109 44 06.90980(W) AD(       ) 3
 DT0776  NGVD 29 (07/19/86) 2222.8    (m)         7293.     (f) VERT ANG    3  
 DT0776
 DT0776.Superseded values are not recommended for survey control.
 DT0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0776.See file dsdata.txt to determine how the superseded data were derived.
 DT0776
 DT0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1774580724(NAD 83)
 DT0776_MARKER: DB = BENCH MARK DISK
 DT0776_SETTING: 80 = SET IN A BOULDER
 DT0776_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0776
 DT0776  HISTORY     - Date     Condition        Report By
 DT0776  HISTORY     - 1960     MONUMENTED       USGS
 DT0776  HISTORY     - 1972     GOOD             AZHD
 DT0776
 DT0776                          STATION DESCRIPTION
 DT0776
 DT0776'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 DT0776'STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHERLY POINT
 DT0776'OF A LONG EAST-WEST RIDGE ABOUT 30 MILES NORTHWEST OF CLIFTON,
 DT0776'7 MILES SOUTH OF THE POINT OF PINES CAMP, AND 6 MILES EAST
 DT0776'OF ARSENIC TUBS RANCH.  THIS POINT IS THE HIGHEST POINT VISIBLE
 DT0776'TO THE EAST FROM THE RANCH.
 DT0776'
 DT0776'REACHED FROM THE POST OFFICE IN SAN CARLOS BY GOING SOUTH
 DT0776'ON MACADAM ROAD FOR 1.65 MILES TO A SIDE ROAD LEFT, TURN
 DT0776'LEFT ON GRAVELED ROAD FOR 0.4 MILE TO FORKS, TAKE LEFT FORK
 DT0776'AND CONTINUE ON GRAVELED ROAD FOR 17.15 MILES TO FORKS,
 DT0776'TAKE RIGHT FORK AS PER SIGN ARSENIC TUBS FOR 9.0 MILES TO
 DT0776'FORKS, TAKE RIGHT FORK, SOUTHEAST AND EAST, FOR 13.65 MILES
 DT0776'TO ARSENIC TUBS RANCH.  TO REACH THE STATION FROM THE RANCH
 DT0776'BUILDINGS BY HORSES GO EAST ON DIRT ROAD FOR ABOUT 2 MILES TO
 DT0776'A GATE THEN EAST ALONG THE NORTH SIDE OF A FENCE FOR ABOUT
 DT0776'3 MILES TO GATE IN AN EAST-WEST FENCE ABOUT 100 YARDS NORTH
 DT0776'OF A T-FENCE CORNER, THEN EAST-NORTHEAST PASSING POND AND
 DT0776'HEAD EAST-NORTHEAST ACROSS PASTURE, PASSING CATCH PENS,
 DT0776'ABOUT 1/2 MILE BELOW THE RIM OF THE RIDGE, AT THIS
 DT0776'POINT THERE IS A DIM TRAIL LEADING EAST FROM THE CATCH PEN,
 DT0776'FOLLOW TRAIL EAST FOR ABOUT 1/2 MILE TO THE SECOND CANYON
 DT0776'LEADING FROM RIDGE, FOLLOW TRAIL UP THIS CANYON TO TOP OF
 DT0776'SADDLE AND WIRE GATE, PASS THROUGH GATE, TURN SHARP LEFT, AND
 DT0776'FOLLOW FENCE WEST TO END OF FENCE, CONTINUE WEST KEEPING
 DT0776'TO SOUTH EDGE OF HILL FOR ABOUT 1-1/2 MILES TO POINT
 DT0776'WHERE RIDGE TURNS SHARP RIGHT, NORTH, AND STATION ON THE
 DT0776'HIGHEST POINT.  ABOUT 3-1/2 HOURS HORSE PACK FROM RANCH.
 DT0776'
 DT0776'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 DT0776'MUD 1958, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 14
 DT0776'INCHES.
 DT0776'
 DT0776'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 DT0776'STAMPED MUD NO 1 1958, CEMENTED IN A DRILL HOLE IN A BOULDER
 DT0776'PROJECTING 16 INCHES.  IT IS THE SAME ELEVATION AS THE STATION
 DT0776'MARK.
 DT0776'
 DT0776'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DT0776'DISK, STAMPED MUD NO 2 1958, CEMENTED IN A DRILL HOLE IN A
 DT0776'BOULDER PROJECTING 2 FEET.  IT IS THE SAME ELEVATION AS THE
 DT0776'STATION MARK.
 DT0776'
 DT0776'NOTE--MR. GEORGE STEVENS, MANAGER OF THE ARSENIC TUBS RANCH,
 DT0776'SAID HE WOULD BE GLAD TO ASSIST IN ANY WAY ANYONE TRYING TO
 DT0776'REACH THIS STATION.
 DT0776
 DT0776                          STATION RECOVERY (1972)
 DT0776
 DT0776'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DT0776'GENERAL LOCATION REFER TO 1960 DESCRIPTION
 DT0776'
 DT0776'TO REACH REFER TO 1960 DESCRIPTION.
 DT0776'
 DT0776'STATION MARK REFER TO 1960 DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1238 ***********************************************************************
 DB1238  DESIGNATION -  MUGG
 DB1238  PID         -  DB1238
 DB1238  STATE/COUNTY-  AZ/YUMA
 DB1238  USGS QUAD   -  RED BLUFF MOUNTAIN WEST (1986)
 DB1238
 DB1238                         *CURRENT SURVEY CONTROL
 DB1238  ___________________________________________________________________
 DB1238* NAD 83(1992)-  32 48 58.74934(N)    114 14 51.61014(W)     ADJUSTED  
 DB1238* NAVD 88     -       582.1    (meters)    1910.     (feet)  VERTCON   
 DB1238  ___________________________________________________________________
 DB1238  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DB1238  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DB1238  HORZ ORDER  -  FIRST
 DB1238
 DB1238.The horizontal coordinates were established by classical geodetic methods
 DB1238.and adjusted by the National Geodetic Survey in August 1993.
 DB1238
 DB1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1238
 DB1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1238
 DB1238.The geoid height was determined by GEOID03.
 DB1238
 DB1238;                    North         East     Units Scale Factor Converg.
 DB1238;SPC AZ W     -   201,499.268   166,757.920   MT  0.99996010   -0 16 11.0
 DB1238;SPC AZ W     -   661,086.84    547,106.04   iFT  0.99996010   -0 16 11.0
 DB1238;UTM  11      - 3,634,280.179   757,683.880   MT  1.00041883   +1 29 32.8
 DB1238
 DB1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1238!SPC AZ W     -   0.99991382  x   0.99996010  =   0.99987392
 DB1238!UTM  11      -   0.99991382  x   1.00041883  =   1.00033261
 DB1238
 DB1238|---------------------------------------------------------------------|
 DB1238| PID    Reference Object                     Distance      Geod. Az  |
 DB1238|                                                           dddmmss.s |
 DB1238| CF1125 MUGG RM 1                             8.392 METERS 09647     |
 DB1238| CF1127 MUGG RM 3                                          2851710.1 |
 DB1238| CF1126 MUGG RM 2                             7.413 METERS 33835     |
 DB1238|---------------------------------------------------------------------|
 DB1238
 DB1238                          SUPERSEDED SURVEY CONTROL
 DB1238
 DB1238  NAD 83(1986)-  32 48 58.74981(N)    114 14 51.61630(W) AD(       ) 1
 DB1238  NAD 27      -  32 48 58.59300(N)    114 14 48.82800(W) AD(       ) 1
 DB1238  NGVD 29 (07/19/86)  581.4    (m)         1907.     (f) VERT ANG    3  
 DB1238
 DB1238.Superseded values are not recommended for survey control.
 DB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1238.See file dsdata.txt to determine how the superseded data were derived.
 DB1238
 DB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5768434280(NAD 83)
 DB1238_MARKER: DS = TRIANGULATION STATION DISK
 DB1238_SETTING: 66 = SET IN ROCK OUTCROP
 DB1238
 DB1238  HISTORY     - Date     Condition        Report By
 DB1238  HISTORY     - 1934     MONUMENTED       CGS
 DB1238  HISTORY     - 1949     GOOD             CGS
 DB1238  HISTORY     - 1952     GOOD             USE
 DB1238  HISTORY     - 1956     GOOD             CGS
 DB1238  HISTORY     - 1961     GOOD             AMS
 DB1238  HISTORY     - 1972     GOOD             AZHD
 DB1238
 DB1238                          STATION DESCRIPTION
 DB1238
 DB1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1238'STATION IS ON THE HIGHEST AND MOST NORTHERN PEAK OF THE
 DB1238'MUGGINS MOUNTAINS.  STATION LIES ABOUT 8 MILES, AIR LINE,
 DB1238'NE OF THE TOWN OF DOME, AND ABOUT 12 MILES NW OF THE TOWN OF
 DB1238'WELLTON.
 DB1238'
 DB1238'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DB1238'HOLE IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE
 DB1238'CHISELED IN THE ROCK.
 DB1238'
 DB1238'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 DB1238'HOLES IN OUTCROPPING BEDROCK.
 DB1238'
 DB1238'STATION IS REACHED FROM YUMA BY FOLLOWING U.S. HIGHWAY 80
 DB1238'EASTERLY FROM THE POST OFFICE 9.6 MILES, TURN LEFT ON THE DOME
 DB1238'ROAD, GO 1 MILE, KEEP STRAIGHT AHEAD, GO 1.0 MILE, TURN RIGHT,
 DB1238'GO 8.3 MILES, TURN LEFT ON THE QUARTZITE ROAD, GO 1.0 MILE
 DB1238'CROSSING THE SUSPENSION BRIDGE, TAKE RIGHT FORK, GO 5.0 MILES,
 DB1238'TAKE RIGHT FORK, GO 2.5 MILES, TURN RIGHT OFF THE MAIN ROAD
 DB1238'ABOUT 0.1 MILE AFTER CROSSING A BRIDGE, GO 2.2 MILES, TAKE
 DB1238'A RIGHT FORK, GO 0.1 MILE, TAKE LEFT FORK, GO 0.2 MILE AND
 DB1238'CONTINUE STRAIGHT AHEAD AT CROSS ROAD, GO 0.1 MILE, KEEP
 DB1238'STRAIGHT AHEAD, GO 0.4 MILE, TAKE RIGHT FORK, GO 1.8 MILES, TAKE
 DB1238'RIGHT FORK ON MAIN-TRAVELED ROAD, GO 1.2 MILES AND TURN
 DB1238'RIGHT OFF THE ROAD, GO SE ABOUT 0.3 MILE TO END OF TRUCK
 DB1238'TRAVEL.  FROM HERE STATION CAN BE SEEN, BEARING 129 DEG
 DB1238'(MAGNETIC).
 DB1238'
 DB1238'BEST ROUTE IS TO GO S ACROSS DESERT KEEPING TO THE RIGHT OF
 DB1238'A LARGE WASH WHICH HEADS ABOUT 3/8 MILE W OF THE STATION
 DB1238'TO THE TOP OF THE RIDGE.  CROSS THE SADDLE AT THE HEAD OF THE
 DB1238'ABOVE MENTIONED WASH AND FOLLOW THE RIDGE E TO THE STATION,
 DB1238'PASSING REFERENCE MARK NO. 3 ON PEAK 1/4 MILE W OF THE STATION.
 DB1238'IT IS ABOUT 2 1/4-HOUR PACK OF ROUGH GOING.
 DB1238
 DB1238                          STATION RECOVERY (1949)
 DB1238
 DB1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1238'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DB1238'CONDITION.  A NEW TO REACH FOLLOWS.
 DB1238'
 DB1238'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTHWEST OF
 DB1238'WELTON, ABOUT 8 MILES AIR LINE NORTHEAST OF DOME, ON THE
 DB1238'HIGHEST AND MOST NORTHERN PEAK OF THE MUGGINS MOUNTAINS.  THE
 DB1238'THE STATION, PROJECTS 2 INCHES AND STAMPED,
 DB1238'MUGG 1934.
 DB1238'
 DB1238'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DB1238'THE STATION MARK, SET FLUSH WITH THE
 DB1238'GROUND AND STAMPED, MUGG NO 1 1934.
 DB1238'
 DB1238'REFERENCE MARK NO. 2 IS APPROXIMATELY 8 FEET LOWER THAN THE
 DB1238'STATION MARK, PROJECTS 4 INCHES
 DB1238'AND STAMPED, MUGG NO 2 1934.
 DB1238'
 DB1238'REFERENCE MARK NO. 3 WHICH IS THE AZIMUTH MARK, IS SET ON A
 DB1238'SPUR RIDGE, 5 FEET SOUTH OF A CAIRN,
 DB1238'PROJECTS 12 INCHES, AND STAMPED, MUGG AZIMUTH NO 3 1934.
 DB1238'
 DB1238'TO REACH THE STATION FROM COUNTY WELL, WHICH IS ABOUT 25 MILES
 DB1238'NORTH OF YUMA ON STATE HIGHWAY 95, GO NORTH FOR 100 YARDS
 DB1238'AND TURN RIGHT ONTO AN OLD ROAD AND GO 2 MILES TO A Y-FORK.
 DB1238'TAKE THE LEFT FORK, SOUTH, AND CONTINUE FOR 2.55 MILES TO A
 DB1238'ROAD INTERSECTION AND A OLD ROAD SIGN READING, DOME 6 MILES ETC.
 DB1238'TAKE A FORK LEADING EAST FOR 0.5 MILE TO A LINE OF OPEN PITS.
 DB1238'PASS BY THE NORTH END OF THE PITS AND GO 0.2 MILE TO WHERE
 DB1238'TRACKS CROSS THE ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.1
 DB1238'MILE AND THENCE KEEP TO RIGHT ON THE LEAST TRAVELED TRACKS
 DB1238'FOR 1.1 MILES TO A Y-FORK IN THE TRACKS.  KEEP THE RIGHT
 DB1238'FORK WHICH BEARS NEARER TO THE MOUNTAINS FOR 0.6 MILE TO
 DB1238'WHERE THE TRACKS APPEAR TO END BUT CONTINUE EASTWARD AND
 DB1238'ENTER A WASH (NEAR HERE ENDS TRUCK TRAVEL WITH A TWO WHEEL
 DB1238'DRIVE TRUCK).  ENTER THE WASH AND FOLLOW TRACKS FOR 2.1
 DB1238'MILES TO WHERE ROAD AGAIN APPROACHES THE MOUNTAIN, THE
 DB1238'TRACKS BECOME VERY DIM AND ARE HARD TO FOLLOW AT THE END
 DB1238'OF THIS MILEAGE.  CONTINUE ON DIM TRACKS FOR 1.45 MILES,
 DB1238'THENCE TURN RIGHT OFF OF TRACKS AND PICK THE BEST ROUTE
 DB1238'ACROSS COUNTRY FOR 1.1 MILES TO A POINT NORTH OF A SADDLE THAT
 DB1238'LIES WEST OF THE STATION AND END OF TRUCK TRAVEL.  FROM HERE
 DB1238'PACK SOUTH ALONG THE WEST SLOPE OF THE RIDGE TO A POINT ON THE
 DB1238'CREST OF THE RIDGE AND EAST OF THE SADDLE.  AND THENCE
 DB1238'FOLLOW THE RIDGE EAST TO THE STATION, PASSING THE
 DB1238'AZIMUTH MARK ENROUTE ABOUT 0.3 MILE WEST OF THE STATION.  A
 DB1238'2-HOUR PACK WITH A FOUR WHEEL DRIVE VEHICLE.
 DB1238'
 DB1238'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DB1238
 DB1238                          STATION RECOVERY (1952)
 DB1238
 DB1238'RECOVERY NOTE BY US ENGINEERS 1952
 DB1238'RECOVERY TO BASE OF PEAK ONLY.
 DB1238'
 DB1238'TO REACH FROM COUNTY WELL, GO 0.55 MILE NORTH FROM COUNTY WELL
 DB1238'ON HWY. 95 TO THE ARMY ARTILLERY RANGE ROAD, GO RIGHT 1.5
 DB1238'MILE TO MAIN FIRING FRONT, TURN RIGHT ON WIDE GRAVEL FRONT
 DB1238'WHICH LEADS INTO WINDING GRAVEL ROAD AND GO 6.65 MILES TO A POINT
 DB1238'OPPOSITE THE PEAK, TURN RIGHT ACROSS DESERT PAVEMENT AND GO 0.65
 DB1238'MILE TO END OF TRUCK TRAVEL.  CAIRN IS VISIBLE ON PEAK.  PEAK
 DB1238'MAY BE DISTINGUISHED AS A SMOOTH GRASSY TIP THE HIGHEST AND
 DB1238'CENTRALLY LOCATED AMONGST OTHER PEAKS IN THE VICINITY.  CLIMB
 DB1238'DIRECTLY TOWARD STATION PEAK OR BEAR TO THE RIGHT AND
 DB1238'APPROACH FROM THE WEST BY ASCENDING TO RIDGE AND PASSING
 DB1238'AZIMUTH MARK WHICH IS WEST OF STATION.
 DB1238
 DB1238                          STATION RECOVERY (1956)
 DB1238
 DB1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DB1238'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DB1238'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN VERY GOOD
 DB1238'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DB1238'
 DB1238'THE STATION IS ABOUT 12 MILES NORTHWEST OF WELTON, ABOUT 8
 DB1238'MILES NORTHEAST OF DOME AND ABOUT 8 MILES EAST-SOUTHEAST OF
 DB1238'THE YUMA, U.S. ARMY TEST STATION, ON THE HIGHEST AND MOST
 DB1238'NORTHERN PEAK OF THE MUGGINS MOUNTAINS.  THE STATION MARK IS
 DB1238'4 FEET WEST OF A CAIRN.  IT PROJECTS 2 INCHES AND IS STAMPED
 DB1238'MUGG 1934.
 DB1238'
 DB1238'REFERENCE MARK NO. 1 IS 2 FEET SOUTHWEST OF A CAIRN AND THE
 DB1238'SAME ELEVATION AS THE STATION.  IT PROJECTS 6 INCHES AND THE
 DB1238'DISK IS STAMPED MUGG NO 1 1934.
 DB1238'
 DB1238'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A CAIRN AND 8 FEET
 DB1238'BELOW STATION ELEVATION.  IT PROJECTS 2 INCHES AND THE DISK
 DB1238'IS STAMPED MUGG NO 2 1934.
 DB1238'
 DB1238'THE AZIMUTH MARK IS 4 FEET SOUTH OF A CAIRN AND 2 FEET
 DB1238'EAST-SOUTHEAST OF ANOTHER CAIRN.  IT IS A STANDARD REFERENCE
 DB1238'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 DB1238'IT PROJECTS 12 INCHES AND IS STAMPED MUGG AZIMUTH 1934 R.M. NO 3.
 DB1238'
 DB1238'TO REACH THE STATION FROM THE YUMA CITY HALL GO WEST ON FIRST
 DB1238'STREET FOR 0.1 MILE TO U.S. HIGHWAY 80, TURN LEFT, SOUTH,
 DB1238'ON U.S. HIGHWAY 80 AND GO 1.8 MILES TO THE JUNCTION WITH
 DB1238'STATE HIGHWAY 95, TURN LEFT AND GO EAST AND NORTH ON STATE
 DB1238'HIGHWAY 95 FOR 20-1/2 MILES TO THE YUMA, U.S. ARMY TEST STATION
 DB1238'ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 95 FOR 2.7 MILES
 DB1238'TO A FORK AND SIGN ON THE RIGHT MARTINEZ LAKE 11.  CONTINUE
 DB1238'NORTH ON STATE HIGHWAY 95 FOR 0.55 TO A SIDE ROAD RIGHT,
 DB1238'TURN RIGHT AND FOLLOW MACADAM ROAD EAST FOR 0.6 MILE TO A
 DB1238'GUARDED GATE (PASSES MUST BE OBTAINED FROM THE OPERATION
 DB1238'BUILDING).  PASS THRU GATE AND CONTINUE EAST FOR 0.8 MILE
 DB1238'TO A CONTROL TOWER.  HERE IT IS NECESSARY TO OBTAIN
 DB1238'PERMISSION TO ENTER THE FIRING RANGE.  CONTINUE EAST FROM THE
 DB1238'CONTROL TOWER FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND
 DB1238'GO SOUTH-SOUTHWEST FOR 1.1 MILES TO A CROSSROAD.  HERE TURN LEFT,
 DB1238'EAST AND GO 3.9 MILES TO A CROSSROAD, CONTINUE EAST FOR 2.0
 DB1238'MILES TO A DIM FORK RIGHT, TURN RIGHT AND PICK WAY ACROSS
 DB1238'COUNTRY FOR 1.0 MILE AND THE END OF TRUCK TRAVEL.  FROM
 DB1238'HERE PACK INTO THE BOX CANYON, THEN PACK SOUTH UP THE ROCKY
 DB1238'SLOPE TO THE SUMMIT AND THE STATION AND REFERENCE MARKS AS
 DB1238'DESCRIBED.
 DB1238'
 DB1238'TO REACH THE AZIMUTH MARK FROM THE STATION PACK WEST-NORTHWEST
 DB1238'ALONG THE CREST OF THE RIDGE FOR ABOUT 0.25 MILE TO THE AZIMUTH
 DB1238'MARK.
 DB1238
 DB1238                          STATION RECOVERY (1961)
 DB1238
 DB1238'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DB1238'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DB1238
 DB1238                          STATION RECOVERY (1972)
 DB1238
 DB1238'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DB1238'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DB1238'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DB1238'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1239 ***********************************************************************
 DB1239  DESIGNATION -  MUGGINS CAIRN
 DB1239  PID         -  DB1239
 DB1239  STATE/COUNTY-  AZ/YUMA
 DB1239  USGS QUAD   -  RED BLUFF MOUNTAIN WEST (1986)
 DB1239
 DB1239                         *CURRENT SURVEY CONTROL
 DB1239  ___________________________________________________________________
 DB1239* NAD 83(1992)-  32 48 50.10755(N)    114 13 54.58217(W)     ADJUSTED  
 DB1239* NAVD 88     -              **(meters)            **(feet)            
 DB1239  ___________________________________________________________________
 DB1239  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DB1239  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DB1239  HORZ ORDER  -  THIRD
 DB1239
 DB1239.The horizontal coordinates were established by classical geodetic methods
 DB1239.and adjusted by the National Geodetic Survey in August 1993.
 DB1239
 DB1239
 DB1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1239
 DB1239.The geoid height was determined by GEOID03.
 DB1239
 DB1239;                    North         East     Units Scale Factor Converg.
 DB1239;SPC AZ W     -   201,226.192   168,240.092   MT  0.99995843   -0 15 40.0
 DB1239;SPC AZ W     -   660,190.92    551,968.81   iFT  0.99995843   -0 15 40.0
 DB1239;UTM  11      - 3,634,052.703   759,174.440   MT  1.00042834   +1 30 03.4
 DB1239
 DB1239                          SUPERSEDED SURVEY CONTROL
 DB1239
 DB1239  NAD 83(1986)-  32 48 50.10766(N)    114 13 54.58907(W) AD(       ) 4
 DB1239  NAD 27      -  32 48 49.95100(N)    114 13 51.80200(W) AD(       ) 3
 DB1239
 DB1239.Superseded values are not recommended for survey control.
 DB1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1239.See file dsdata.txt to determine how the superseded data were derived.
 DB1239
 DB1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5917434053(NAD 83)
 DB1239_MARKER: 72 = CAIRN
 DB1239
 DB1239  HISTORY     - Date     Condition        Report By
 DB1239  HISTORY     - 1934     FIRST OBSERVED   USGS
 DB1239
 DB1239                          STATION DESCRIPTION
 DB1239
 DB1239'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0383 ***********************************************************************
 CF0383  DESIGNATION -  MULBERRY
 CF0383  PID         -  CF0383
 CF0383  STATE/COUNTY-  AZ/COCHISE
 CF0383  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0383
 CF0383                         *CURRENT SURVEY CONTROL
 CF0383  ___________________________________________________________________
 CF0383* NAD 83(1992)-  31 33 10.13402(N)    109 16 10.89963(W)     ADJUSTED  
 CF0383* NAVD 88     -      1413.1    (meters)    4636.     (feet)  VERTCON   
 CF0383  ___________________________________________________________________
 CF0383  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CF0383  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CF0383  HORZ ORDER  -  SECOND
 CF0383
 CF0383.The horizontal coordinates were established by classical geodetic methods
 CF0383.and adjusted by the National Geodetic Survey in August 1993.
 CF0383
 CF0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0383
 CF0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0383
 CF0383.The geoid height was determined by GEOID03.
 CF0383
 CF0383;                    North         East     Units Scale Factor Converg.
 CF0383;SPC AZ E     -    61,635.644   298,519.585   MT  0.99998942   +0 28 09.8
 CF0383;SPC AZ E     -   202,216.68    979,394.96   iFT  0.99998942   +0 28 09.8
 CF0383;UTM  12      - 3,492,168.307   664,236.244   MT  0.99993269   +0 54 20.3
 CF0383
 CF0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0383!SPC AZ E     -   0.99978235  x   0.99998942  =   0.99977177
 CF0383!UTM  12      -   0.99978235  x   0.99993269  =   0.99971506
 CF0383
 CF0383|---------------------------------------------------------------------|
 CF0383| PID    Reference Object                     Distance      Geod. Az  |
 CF0383|                                                           dddmmss.s |
 CF0383| CS5427 MULBERRY RM 1                        10.328 METERS 04501     |
 CF0383| CS5428 MULBERRY RM 2                        10.312 METERS 22718     |
 CF0383|---------------------------------------------------------------------|
 CF0383
 CF0383                          SUPERSEDED SURVEY CONTROL
 CF0383
 CF0383  NAD 83(1986)-  31 33 10.13249(N)    109 16 10.88174(W) AD(       ) 2
 CF0383  NGVD 29 (03/13/91) 1412.2    (m)         4633.     (f) VERT ANG    3  
 CF0383
 CF0383.Superseded values are not recommended for survey control.
 CF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0383.See file dsdata.txt to determine how the superseded data were derived.
 CF0383
 CF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6423692168(NAD 83)
 CF0383_MARKER: DS = TRIANGULATION STATION DISK
 CF0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0383+STABILITY: SURFACE MOTION
 CF0383
 CF0383  HISTORY     - Date     Condition        Report By
 CF0383  HISTORY     - 1982     MONUMENTED       AZDT
 CF0383
 CF0383                          STATION DESCRIPTION
 CF0383
 CF0383'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0383'THE STATION IS LOCATED 23 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0383'HIGHWAY 80.
 CF0383'
 CF0383'THE STATION MARK IS AN AZDT DISK STAMPED---MULBERRY 1982---.  IT IS
 CF0383'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 42 FEET NORTHWEST OF
 CF0383'THE CENTER LINE OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WITNESS
 CF0383'POST.
 CF0383'
 CF0383'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---MULBERRY RM 1 1982---.  IT
 CF0383'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0383'
 CF0383'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---MULBERRY RM 2 1982---.  IT
 CF0383'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0383'
 CF0383'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0383'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT ALONG U.S.
 CF0383'80 FOR 26.15 MILES TO THE STATION ON THE LEFT AT MILEPOST 392.95.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0695 ***********************************************************************
 FQ0695  DESIGNATION -  MULE
 FQ0695  PID         -  FQ0695
 FQ0695  STATE/COUNTY-  AZ/COCONINO
 FQ0695  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0695
 FQ0695                         *CURRENT SURVEY CONTROL
 FQ0695  ___________________________________________________________________
 FQ0695* NAD 83(1992)-  35 56 23.49987(N)    111 42 01.40365(W)     ADJUSTED  
 FQ0695* NAVD 88     -      1881.0    (meters)    6171.     (feet)  VERTCON   
 FQ0695  ___________________________________________________________________
 FQ0695  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 FQ0695  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FQ0695  HORZ ORDER  -  SECOND
 FQ0695
 FQ0695.The horizontal coordinates were established by classical geodetic methods
 FQ0695.and adjusted by the National Geodetic Survey in August 1993.
 FQ0695
 FQ0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0695
 FQ0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0695
 FQ0695.The geoid height was determined by GEOID03.
 FQ0695
 FQ0695;                    North         East     Units Scale Factor Converg.
 FQ0695;SPC AZ C     -   547,862.252   232,873.168   MT  0.99990469   +0 07 37.0
 FQ0695;SPC AZ C     - 1,797,448.33    764,019.58   iFT  0.99990469   +0 07 37.0
 FQ0695;UTM  12      - 3,977,504.833   436,827.137   MT  0.99964917   -0 24 40.0
 FQ0695
 FQ0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0695!SPC AZ C     -   0.99970852  x   0.99990469  =   0.99961323
 FQ0695!UTM  12      -   0.99970852  x   0.99964917  =   0.99935779
 FQ0695
 FQ0695|---------------------------------------------------------------------|
 FQ0695| PID    Reference Object                     Distance      Geod. Az  |
 FQ0695|                                                           dddmmss.s |
 FQ0695| CH3753 MULE RM 1                            15.483 METERS 09654     |
 FQ0695| FQ0691 COCONINO                            APPROX. 2.5 KM 1203254.3 |
 FQ0695| CH3754 MULE RM 2                             7.495 METERS 27429     |
 FQ0695|---------------------------------------------------------------------|
 FQ0695
 FQ0695                          SUPERSEDED SURVEY CONTROL
 FQ0695
 FQ0695  NAD 83(1986)-  35 56 23.50328(N)    111 42 01.39987(W) AD(       ) 2
 FQ0695  NAD 27      -  35 56 23.54260(N)    111 41 58.85572(W) AD(       ) 2
 FQ0695  NGVD 29 (07/19/86) 1880.0    (m)         6168.     (f) VERT ANG    3  
 FQ0695
 FQ0695.Superseded values are not recommended for survey control.
 FQ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0695.See file dsdata.txt to determine how the superseded data were derived.
 FQ0695
 FQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3682777505(NAD 83)
 FQ0695_MARKER: DD = SURVEY DISK
 FQ0695_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0695
 FQ0695  HISTORY     - Date     Condition        Report By
 FQ0695  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0695
 FQ0695                          STATION DESCRIPTION
 FQ0695
 FQ0695'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0695'THE STATION IS ABOUT 51 MILES NORTH OF FLAGSTAFF, 16 MILES
 FQ0695'NORTHWEST OF CAMERON ON A HWY.  CUTBANK NORTH OF HWY. 64 AND INSIDE
 FQ0695'OF THE R/W FENCE.
 FQ0695'
 FQ0695'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED MULE 1977 AND
 FQ0695'IS SET IN A DRILL HOLE IN A ROCK MARKED WITH A WITNESS POST AND
 FQ0695'SIGN 3 FEET TO THE NORTH.  THE STATION IS ON A HWY. CUTBANK NORTH
 FQ0695'OF ROADWAY AND ABOUT 5 FEET SOUTH OF R/W FENCELINE.
 FQ0695'
 FQ0695'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED MULE RM 2
 FQ0695'1977 EPOXIED TO A ROCK ON A HWY. CUTBANK ABOVE THE ROADWAY AND
 FQ0695'18 FEET SOUTH OF THE R/W FENCELINE.
 FQ0695'
 FQ0695'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED MULE RM 1
 FQ0695'1977 EPOXIED TO A ROCK ON THE EDGE OF A HIGH CUTBANK NORTH OF
 FQ0695'HWY. AND 16.7 SOUTH OF R/W FENCELINE.
 FQ0695'
 FQ0695'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0695'TO THE JUNCTION WITH ARIZONA HWY. 64, TURN RIGHT, WEST, AND
 FQ0695'CONTINUE ON HWY. 64 TO MILE POST 277.75 AND THE STATION ON THE
 FQ0695'RIGHT, NORTH, ABOVE A CURVE IN ROADWAY ON A HIGH CUTBANK.
 FQ0695'
 FQ0695'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0355 ***********************************************************************
 CF0355  DESIGNATION -  MULE
 CF0355  PID         -  CF0355
 CF0355  STATE/COUNTY-  AZ/COCHISE
 CF0355  USGS QUAD   -  BISBEE (1978)
 CF0355
 CF0355                         *CURRENT SURVEY CONTROL
 CF0355  ___________________________________________________________________
 CF0355* NAD 83(1992)-  31 26 37.32887(N)    109 57 33.28905(W)     ADJUSTED  
 CF0355* NAVD 88     -      2247.4    (meters)    7373.     (feet)  VERTCON   
 CF0355  ___________________________________________________________________
 CF0355  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CF0355  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CF0355  HORZ ORDER  -  FIRST
 CF0355
 CF0355.The horizontal coordinates were established by classical geodetic methods
 CF0355.and adjusted by the National Geodetic Survey in August 1993.
 CF0355
 CF0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0355
 CF0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0355
 CF0355.The geoid height was determined by GEOID03.
 CF0355
 CF0355;                    North         East     Units Scale Factor Converg.
 CF0355;SPC AZ E     -    49,208.448   233,075.200   MT  0.99990479   +0 06 29.5
 CF0355;SPC AZ E     -   161,445.04    764,682.41   iFT  0.99990479   +0 06 29.5
 CF0355;UTM  12      - 3,479,245.595   598,896.076   MT  0.99972063   +0 32 34.7
 CF0355
 CF0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0355!SPC AZ E     -   0.99965153  x   0.99990479  =   0.99955635
 CF0355!UTM  12      -   0.99965153  x   0.99972063  =   0.99937226
 CF0355
 CF0355:                Primary Azimuth Mark                     Grid Az
 CF0355:SPC AZ E     -  STATE RADIO TOWER                        007 35 55.6
 CF0355:UTM  12      -  STATE RADIO TOWER                        007 09 50.4
 CF0355
 CF0355|---------------------------------------------------------------------|
 CF0355| PID    Reference Object                     Distance      Geod. Az  |
 CF0355|                                                           dddmmss.s |
 CF0355| CF0425 STATE RADIO TOWER                   APPROX. 3.2 KM 0074225.1 |
 CF0355| CC6979 MULE RM NE                            5.784 METERS 03023     |
 CF0355| CC6980 MULE RM 1                            12.582 METERS 08646     |
 CF0355| CC6978 MULE AZ MK                                         2025258.5 |
 CF0355| CS5429 MULE RM SW                            4.021 METERS 21553     |
 CF0355| CC6981 MULE RM SW                            4.019 METERS 21556     |
 CF0355| CS7407 MULE RM 2                                          22418     |
 CF0355|---------------------------------------------------------------------|
 CF0355
 CF0355                          SUPERSEDED SURVEY CONTROL
 CF0355
 CF0355  NAD 83(1986)-  31 26 37.32251(N)    109 57 33.28121(W) AD(       ) 1
 CF0355  NAD 27      -  31 26 36.96400(N)    109 57 31.00700(W) AD(       ) 1
 CF0355  NGVD 29 (06/28/91) 2246.5    (m)         7370.     (f) VERT ANG    3  
 CF0355
 CF0355.Superseded values are not recommended for survey control.
 CF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0355.See file dsdata.txt to determine how the superseded data were derived.
 CF0355
 CF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9889679246(NAD 83)
 CF0355_MARKER: DS = TRIANGULATION STATION DISK
 CF0355_SETTING: 66 = SET IN ROCK OUTCROP
 CF0355_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0355+STABILITY: POSITION/ELEVATION WELL
 CF0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0355+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CF0355
 CF0355  HISTORY     - Date     Condition        Report By
 CF0355  HISTORY     - 1910     MONUMENTED       USGS
 CF0355  HISTORY     - 1936     GOOD             CGS
 CF0355  HISTORY     - 1938     SEE DESCRIPTION  CGS
 CF0355  HISTORY     - 1956     GOOD             USE
 CF0355  HISTORY     - 1968     GOOD             AMS
 CF0355  HISTORY     - 1982     GOOD             AZDT
 CF0355  HISTORY     - 1986     GOOD             AZDT
 CF0355  HISTORY     - 20061209 GOOD             GEOCAC
 CF0355
 CF0355                          STATION DESCRIPTION
 CF0355
 CF0355'DESCRIBED BY US GEOLOGICAL SURVEY 1910 (JSH)
 CF0355'THIS STATION IS IN APPROXIMATELY THE SAME LOCATION AS THE
 CF0355'UNITED STATES GEOLOGICAL SURVEY STATION.  IT IS ON THE SE
 CF0355'AND LOWER ONE OF THE TWO HIGHEST PEAKS OF THE MULE MOUNTAINS,
 CF0355'7-1/2 MILES N, 5 DEG W FROM NACO, 4 MILES NW OF DON LUIS,
 CF0355'AND 2-1/2 MILES W OF BISBEE, TOWNS ON THE EL PASO AND
 CF0355'SOUTHWESTERN RAILROAD.  THE STATION IS MARKED BY A STANDARD
 CF0355'DISK STATION MARK, CEMENTED IN THE TOP OF A 1-INCH IRON PIPE,
 CF0355'18 INCHES LONG, WHICH WAS DRIVEN DOWN FLUSH WITH THE SURFACE
 CF0355'OF THE GROUND.  THE REFERENCE MARK, A CROSS OUT IN A LEDGE
 CF0355'OF ROCK WITH A ONE-HALF INCH DRILL HOLE ONE-FOURTH OF AN
 CF0355'INCH DEEP AT ITS CENTER, IS 5.79 METERS FROM THE STATION
 CF0355'N 30 DEG 36 MIN E.
 CF0355
 CF0355                          STATION RECOVERY (1936)
 CF0355
 CF0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WM)
 CF0355'STATION RECOVERED.  STATION MARK IN GOOD CONDITION.  REFERENCE
 CF0355'MARK, A DRILL HOLE IN ROCK, BARELY DISCERNIBLE.  NEW REFERENCE
 CF0355'MARK AND AZIMUTH MARK ESTABLISHED.  REVISED DESCRIPTION AS
 CF0355'FOLLOWS--
 CF0355'
 CF0355'ABOUT 2-1/2 MILES W OF BISBEE, 1-1/2 MILES SW OF U.S. HIGHWAY
 CF0355'80, ON THE SOUTHEASTERLY OF TWO SUMMITS WHICH ARE PRACTICALLY
 CF0355'OF THE SAME HEIGHT, AND THE HIGHEST OF THE BRANCH OF THE
 CF0355'MULE MOUNTAINS, LYING SW OF U.S. HIGHWAY 80, AND OVERLOOKING
 CF0355'NACO.  LAND IS OWNED BY W.J. CLEVELAND, WHO LIVES 1 MILE NNE
 CF0355'OF STATION, IN CANYON.
 CF0355'
 CF0355'REACHED FROM BISBEE BY U.S. HIGHWAY 80 NW UP STEEP GRADE
 CF0355'ABOUT 2 MILES TO SUMMIT.  THENCE FOLLOW OLD TRAIL UP RIDGE
 CF0355'SW, FOLLOWING GENERAL COURSE OF SOIL CONSERVATION SERVICE
 CF0355'FENCE, ABOUT 1-1/2 MILES TO SUMMIT AND STATION.  STATION IS
 CF0355'NEAR NW CORNER OF FLAT SUMMIT, WHICH HAS A LARGE OPEN GRASSY
 CF0355'AREA ON N SLOPE.  CAN ALSO BE REACHED FROM SUMMIT OF HIGHWAY
 CF0355'BY LEFT FORK, OLD ROAD, DOWN S SIDE OF CANYON ABOUT 1/2 MILE.
 CF0355'THENCE LEFT, UP A SIDE CANYON ABOUT 1/2 MILE TO CLEVELANDS
 CF0355'HOUSE.  A TRAIL LEADS TO A MINE A SHORT DISTANCE NW OF
 CF0355'STATION.
 CF0355'
 CF0355'MARK IS A STANDARD TABLET IN TOP OF 1-INCH IRON PIPE, DRIVEN
 CF0355'FLUSH WITH SURFACE OF GROUND, STAMPED MULE 1910.  IT WAS
 CF0355'SURROUNDED BY A RING OF FLAT ROCKS.
 CF0355'
 CF0355'REFERENCE MARK 1910 IS A SHALLOW CROSS OUT ON POINT OF EXPOSED
 CF0355'LEDGE ROCK, WITH SMALL DRILL HOLE AT CENTER.  THE ROCK HAS
 CF0355'ERODED UNTIL MARK IS HARD TO FIND.
 CF0355'
 CF0355'REFERNCE MARK 1936 IS A STANDARD TABLET SET IN NARROW EXPOSED
 CF0355'OUTCROP OF ROCK SSW OF STATION, ON FLAT SUMMIT OF MOUNTAIN.
 CF0355'IT IS SLIGHTLY BELOW LEVEL OF GRASS, AND MAY BECOME COVERED.
 CF0355'STAMPED MULE 1910 1936.
 CF0355'
 CF0355'AZIMUTH MARK IS STANDARD TABLET SET IN SOLID ROCK ON SW RIM
 CF0355'OF RIDGE LYING NE OF U.S. HIGHWAY 80.  REACHED FROM SUMMIT
 CF0355'OF HIGHWAY BY STEEP ROAD TO RIGHT.  FOLLOW THIS ROAD 1.0 MILE
 CF0355'TO END OF GRADE.  CONTINUE NW ON TRAIL 0.15 MILE TO GOVERNMENT
 CF0355'FENCE.  CONTINUE W 0.25 MILE, AND AZIMUTH MARK IS 28 PACES
 CF0355'S OF ROAD, ON A LARGE ROCK OUTCROP, ABOUT 40 YARDS N OF
 CF0355'POINT WHERE MOUNTAIN SLOPES STEEPLY TO S, AND 5 FEET W OF A
 CF0355'SMALL ROCK CAIRN.  STAMPED MULE 1910 1936.
 CF0355
 CF0355                          STATION RECOVERY (1938)
 CF0355
 CF0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0355'THIS IS A NEW DESCRIPTION TO STATION MULE.  STATION IS IN
 CF0355'SEC. S 12, R 23 E, T 23 S, 2-1/2 MILES W OF THE TOWN OF BISBEE,
 CF0355'ABOUT 7-1/2 MILES N, 5 DEG W OF THE TOWN OF NACO, ON THE SE
 CF0355'AND LOWER ONE OF THE TWO HIGH PEAKS OF THE MULE MOUNTAINS.
 CF0355'
 CF0355'STATION MARK IS FLUSH WITH THE
 CF0355'GROUND.
 CF0355'
 CF0355'REFERENCE MARK NO. 1, WAS ESTABLISHED AND IS STAMPED
 CF0355'1938.
 CF0355'
 CF0355'REFERENCE MARK NO. 2, STAMPED 1910 AND 1936 WAS
 CF0355'RECOVERED.  IT IS SET IN ROCK OUTCROP AND IS ABOUT 2 INCHES
 CF0355'BELOW THE SURFACE OF THE GROUND.
 CF0355'
 CF0355'THE U.S.G.S. STATION COULD NOT BE RECOVERED.
 CF0355'
 CF0355'STATION IS REACHED FROM THE POST OFFICE IN BISBEE BY GOING
 CF0355'W ON U.S. HIGHWAY 80, 1.9 MILES TO A FORK LEFT AT A POINT
 CF0355'WHERE THE HIGHWAY MAKES A LARGE CURVE TO THE RIGHT.  HERE
 CF0355'LEAVE THE HIGHWAY AND GO STRAIGHT AHEAD ON THE DIRT ROAD 0.05
 CF0355'MILE AND TAKE THE LEFT FORK.  GO 0.1 MILE TO A FORK AT A BRIDGE
 CF0355'AND A SIGN PRIVATE ROAD.  THIS IS THE END OF TRUCK TRAVEL.
 CF0355'FROM THE BRIDGE CONTINUE UP THE ROAD, RIGHT FORK, ABOUT 30
 CF0355'STEPS TO A TRAIL ON THE RIGHT.  FOLLOW THIS TRAIL SW UP THE
 CF0355'RIDGE TO THE DIVIDE IN THE SADDLE AND A FENCE.  THENCE RIGHT,
 CF0355'NW ALONG THE FENCE LINE TO ITS JUNCTION WITH AN E-W FENCE.
 CF0355'CROSS THE N SIDE OF THE FENCE AND GO NW ABOUT 150 YARDS TO
 CF0355'THE STATION.
 CF0355'
 CF0355'AZIMUTH MARK, IS ABOUT 0.2 MILE SSW OF THE STATION
 CF0355'ON THE FIRST HILL WHICH IS ABOUT 150 FEET LOWER THAN THE
 CF0355'STATION.
 CF0355
 CF0355                          STATION RECOVERY (1956)
 CF0355
 CF0355'RECOVERY NOTE BY US ENGINEERS 1956
 CF0355'STATION RECOVERED AS DESCRIBED.
 CF0355'
 CF0355'NO SEARCH WAS MADE FOR REFERENCE MARK 1 AND AZIMUTH MARK.
 CF0355
 CF0355                          STATION RECOVERY (1968)
 CF0355
 CF0355'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CF0355'MARK IS LOCATED APPROXIMATELY 2.6 AIRMILES (W) OF BISBEE,
 CF0355'ARIZONA.  5.2 AIRMILES (WNW) OF WARREN.
 CF0355'
 CF0355'TO REACH MARK FROM POST OFFICE IN BISBEE GO (W) ON OLD HWY
 CF0355'U.S. 80 THRU BISBEE 1.8 MILES TO POINT WHERE HIGHWAY MAKES
 CF0355'A SHARP RIGHT CURVE.  AT THE CURVE, TURN LEFT (SW) ON A NARROW
 CF0355'PAVED ROAD FOR 0.05 MILE TO A Y-INTERSECTION.  TURN LEFT (S)
 CF0355'AND GO 0.1 MILE TO A SHARP LEFT CURVE AND A NARROW BRIDGE AND
 CF0355'END OF TRUCK TRAVEL.  FROM HERE PACK (SW) ALONG A RIDGE TO
 CF0355'TOP OF HILL AND A FENCE.  HERE TURN RIGHT (NW) AND FOLLOW
 CF0355'FENCE THROUGH A SADDLE AND UP THE NEXT HILL TO THE
 CF0355'INTERSECTION OF THE FENCE WITH AN E-W FENCE.  MARK IS LOCATED
 CF0355'APPROXIMATELY 150 YARDS (NW) OF FENCE CORNER (2-1/4 HOUR
 CF0355'PACK).  MARK IS HIGH POINT ON HILL.
 CF0355'
 CF0355'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN ROCK
 CF0355'AT GROUND LEVEL.  STAMPED MULE 1910.
 CF0355'
 CF0355'R.M. 1 IS A USC AND GS BRONZE DISK SET IN CONCRETE AT GROUND
 CF0355'LEVEL.  STAMPED MULE NO 1 1938.  IT IS LOCATED 12.67 M (W)
 CF0355'OF MARK ON A MAG. AZ. OF 277 DEG AND A DE OF -0.34 M.
 CF0355'
 CF0355'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK AT GROUND
 CF0355'LEVEL.  STAMPED MULE 1910 1936.  IT IS LOCATED 4.03 M (N) OF MARK
 CF0355'OF MARK ON A MAG. AZ. OF 356 DEG AND A DE OF -016 M.
 CF0355'
 CF0355'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 CF0355'
 CF0355'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CF0355'IN ALL DIRECTIONS.
 CF0355
 CF0355                          STATION RECOVERY (1982)
 CF0355
 CF0355'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0355'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CF0355'AS DESCRIBED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0355'
 CF0355'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE, TRAVEL SOUTHWEST
 CF0355'ALONG STATE ROUTE 92 FOR 1.65 MILES TO A CROSSROAD.  TURN RIGHT AND
 CF0355'TRAVEL NORTH FOR 0.35 MILES TO A FORK.  TAKE THE LEFT FORK AND TRAVEL
 CF0355'NORTHWEST FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 CF0355'NORTHWEST FOR 1.55 MILES TO A FORK AT A WATER TANK AND A LOADING CHUTE
 CF0355'BEAR RIGHT AND TRAVEL NORTHEAST AND NORTH FOR 1.45 MILES TO A T-ROAD
 CF0355'ON THE RIGHT.  TURN RIGHT AND TRAVEL NORTH 0.8 MILE TO END OF TRUCK
 CF0355'TRAVEL.  PACK NORTH UP THE DRAIN TO A DRAINAGE JUNCTION, TAKE THE LEFT
 CF0355'DRAIN FOR 150 FEET, BEAR TO THE RIGHT OUT OF THE DRAIN AND CLIMB UP
 CF0355'SLOPE IN A NORTHEAST DIRECTION TO THE HIGHEST POINT AND THE STATION.
 CF0355
 CF0355                          STATION RECOVERY (1986)
 CF0355
 CF0355'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0355'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
 CF0355
 CF0355                          STATION RECOVERY (2006)
 CF0355
 CF0355'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CF0355'LOCATED THE BENCHMARK PER THE DESCRIPTION PROVIDED.
 CF0355'CIRCLE OF STONES IS NO LONGER AROUND THE MARK. A SINGLE STONE NOW
 CF0355'RESTS ON TOP OF THE MARKER.
 CF0355'REFERENCE MARKS WERE NOT LOCATED
 CF0355'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0941 ***********************************************************************
 DW0941  DESIGNATION -  MULE WASH
 DW0941  PID         -  DW0941
 DW0941  STATE/COUNTY-  AZ/LA PAZ
 DW0941  USGS QUAD   -  MULE WASH (1975)
 DW0941
 DW0941                         *CURRENT SURVEY CONTROL
 DW0941  ___________________________________________________________________
 DW0941* NAD 83(1992)-  33 26 47.00150(N)    114 33 52.94668(W)     ADJUSTED  
 DW0941* NAVD 88     -       176.9    (meters)     580.     (feet)  VERTCON   
 DW0941  ___________________________________________________________________
 DW0941  EPOCH DATE  -        1991.35
 DW0941  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DW0941  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DW0941  HORZ ORDER  -  FIRST
 DW0941
 DW0941.The horizontal coordinates were established by classical geodetic methods
 DW0941.and adjusted by the National Geodetic Survey in June 1996.
 DW0941.The horizontal coordinates are valid at the epoch date displayed above.
 DW0941.The epoch date for horizontal control is a decimal equivalence
 DW0941.of Year/Month/Day.
 DW0941
 DW0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0941
 DW0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0941
 DW0941.The geoid height was determined by GEOID03.
 DW0941
 DW0941;                    North         East     Units Scale Factor Converg.
 DW0941;SPC AZ W     -   271,560.805   137,612.722   MT  1.00000405   -0 26 56.6
 DW0941;SPC AZ W     -   890,947.52    451,485.31   iFT  1.00000405   -0 26 56.6
 DW0941;SPC CA 6     -   643,191.262 2,156,684.431   MT  0.99995606   +0 55 34.0
 DW0941;SPC CA 6     - 2,110,203.33  7,075,722.17   sFT  0.99995606   +0 55 34.0
 DW0941;UTM  11      - 3,703,427.942   726,369.364   MT  1.00023181   +1 20 34.1
 DW0941
 DW0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0941!SPC AZ W     -   0.99997739  x   1.00000405  =   0.99998144
 DW0941!SPC CA 6     -   0.99997739  x   0.99995606  =   0.99993345
 DW0941!UTM  11      -   0.99997739  x   1.00023181  =   1.00020919
 DW0941
 DW0941|---------------------------------------------------------------------|
 DW0941| PID    Reference Object                     Distance      Geod. Az  |
 DW0941|                                                           dddmmss.s |
 DW0941| CF1134 MULE WASH RM 2                       11.766 METERS 08554     |
 DW0941| CF1135 MULE WASH RM 3 AZIMUTH                             1195033.3 |
 DW0941| DW0985 RIPLEY WATER TANK                   APPROX.12.0 KM 3163634.3 |
 DW0941| DW0986 AIR BEACON                          APPROX.15.4 KM 3362813.6 |
 DW0941| CF1132 MULE WASH RM 1                       12.406 METERS 35846     |
 DW0941|---------------------------------------------------------------------|
 DW0941
 DW0941                          SUPERSEDED SURVEY CONTROL
 DW0941
 DW0941  NAD 83(1992)-  33 26 47.00014(N)    114 33 52.94516(W) AD(       ) 1
 DW0941  NAD 83(1986)-  33 26 46.99885(N)    114 33 52.94989(W) AD(       ) 1
 DW0941  NAD 27      -  33 26 46.89584(N)    114 33 50.11538(W) AD(       ) 1
 DW0941  NGVD 29 (07/19/86)  176.2    (m)          578.     (f) VERT ANG    3  
 DW0941
 DW0941.Superseded values are not recommended for survey control.
 DW0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0941.See file dsdata.txt to determine how the superseded data were derived.
 DW0941
 DW0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT2636903428(NAD 83)
 DW0941_MARKER: DD = SURVEY DISK
 DW0941_SETTING: 80 = SET IN A BOULDER
 DW0941_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DW0941
 DW0941  HISTORY     - Date     Condition        Report By
 DW0941  HISTORY     - 1935     MONUMENTED       USGS
 DW0941  HISTORY     - 1948     GOOD             CGS
 DW0941  HISTORY     - 1964     GOOD             CGS
 DW0941
 DW0941                          STATION DESCRIPTION
 DW0941
 DW0941'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 DW0941'THE STATION IS LOCATED ON THE HIGHEST PART ON THE WESTERN END
 DW0941'OF THE RIDGE LYING ABOUT 1/4 MILE S OF MULE WASH.  IT IS ABOUT
 DW0941'12 MILES AIR LINE SSE OF BLYTHE, 7-1/2 MILES SE OF RIPLEY AND
 DW0941'4 MILES AIR LINE E OF THE COLORADO RIVER.
 DW0941'
 DW0941'STATION AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD U.S.G.S.
 DW0941'TRIANGULATION MARKS WEDGED IN DRILL HOLES IN BURIED BOULDERS.
 DW0941'
 DW0941'REFERENCE MARKS NOS. 1 AND 3 ARE STANDARD BRONZE DISKS WEDGED IN
 DW0941'DRILL HOLES IN BOULDERS.  NO. 3-1/4 MILE SE, IN THE SADDLE
 DW0941'IN RIDGE.
 DW0941'
 DW0941'REACHED FROM BLYTHE AS FOLLOWS--GO E ON U.S. HIGHWAY 60 3.8
 DW0941'MILES TO THE ARIZONA QUARANTINE STATION THEN CONTINUE ON THE
 DW0941'HIGHWAY 0.4 MILE AND TURN RIGHT ON A GRADED ROAD.  FOLLOW THE
 DW0941'MAIN-TRAVELED ROAD 16.8 MILES TO WHERE IT INTERSECTS WITH THE
 DW0941'QUARTZITE-CIBOLA ROAD.  CONTINUE STRAIGHT AHEAD OR W 1.4 MILES,
 DW0941'TAKE RIGHT FORK GOING STRAIGHT UP OVER RIDGE (LEFT FORK CIRCLES
 DW0941'UP SIDE OF RIDGE) 0.1 MILE, TURN RIGHT OFF OF ROAD AND FOLLOW
 DW0941'OLD DIM ROAD W ALONG RIDGE 3.1 MILES TO A POINT 1/4 MILE N OF
 DW0941'STATION.  CONTINUE BEYOND STATION 0.3 MILE AND TURN LEFT OFF ROAD
 DW0941'AND CIRCLE BACK 0.3 MILE TO THE STATION.  DRIVE IN
 DW0941'STATION.
 DW0941
 DW0941                          STATION RECOVERY (1948)
 DW0941
 DW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DW0941'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED
 DW0941'WITH THE EXCEPTION OF DISTANCES TO ALL REFERENCE MARKS AND THE
 DW0941'DIRECTION TO REFERENCE MARK NO. 1 (USGS).  THE CORRECT DISTANCES
 DW0941'AND DIRECTION IS GIVEN BELOW.
 DW0941'
 DW0941'STATION LOCATED ON THE HIGHEST PART OF THE WESTERN END OF A RIDGE,
 DW0941'ABOUT 12 MILES AIR LINE SOUTH-SOUTHEAST OF BLYTHE, 7-1/2 MILES
 DW0941'AIR LINE SOUTHEAST OF RIPLEY, 4 MILES EAST OF THE COLORADO
 DW0941'RIVER, 1/4 MILE SOUTH OF MULE WASH, 4-1/2 PACES NORTH OF FENCE,
 DW0941'5 FEET SOUTH OF WHITE WITNESS POST.  STATION MARK IS A U.S.
 DW0941'GEOLOGICAL SURVEY TRIANGULATION STATION, SET IN A DRILL HOLE IN
 DW0941'A BOULDER, PROJECTS 4 INCHES, AND STAMPED, MULE WASH.
 DW0941'
 DW0941'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 DW0941'SET IN A DRILL HOLE IN A BOULDER, ABOUT 8 INCHES LOWER THAN STATION,
 DW0941'PROJECTS 4 INCHES, AND STAMPED, NO 1.
 DW0941'
 DW0941'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 DW0941'SET IN A DRILL HOLE IN A BOULDER, ABOUT THE SAME ELEVATION AS
 DW0941'STATION, PROJECTS 8 INCHES, AND STAMPED, NO 2.
 DW0941'
 DW0941'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN STATION, PROJECTS
 DW0941'3 INCHES, AND STAMPED MULE WASH NO
 DW0941'1 1935.
 DW0941'
 DW0941'AZIMUTH MARK IS A REFERENCE DISK, 58 PACES SOUTH OF FENCE, 2
 DW0941'FEET SOUTH OF WHITE WITNESS POST, PROJECTS
 DW0941'2 INCHES, AND STAMPED, MULE WASH NO 3 1935.
 DW0941'
 DW0941'TO REACH FROM THE ARIZONA QUARANTINE STATION, GO EAST ON U.S.
 DW0941'HIGHWAY 60 AND 70 FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 DW0941'AND FOLLOW MAIN ROAD FOR 18.3 MILES TO REVERSE Y.  CONTINUE
 DW0941'STRAIGHT AHEAD, WEST, FOR 1.3 MILE TO FORK.  TAKE RIGHT FORK
 DW0941'AND GO 0.5 MILE TO DIM ROAD ON RIGHT.  TURN RIGHT ON DIM ROAD
 DW0941'AND FOLLOW IT FOR 3.1 MILES TO POINT 1/4 MILE NORTH OF STATION.
 DW0941'CONTINUE ON ROAD FOR 0.3 MILE.  TURN LEFT LEAVING ROAD AND
 DW0941'CIRCLE BACK FOR 0.3 MILE TO HIGHEST POINT AND STATION AS
 DW0941'DESCRIBED ABOVE.  A DRIVE STATION.
 DW0941'
 DW0941'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 DW0941'
 DW0941'NOTE--NO USC AND GS R.M. NO. 2 WAS MENTIONED IN THE OLD DATA
 DW0941'AND NONE WAS LOCATED.
 DW0941
 DW0941                          STATION RECOVERY (1964)
 DW0941
 DW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0941'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DW0941'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL THE
 DW0941'MARKS CHECKED.
 DW0941'
 DW0941'A NEW ROUTE TO THE STATION FOLLOWS--
 DW0941'
 DW0941'TO REACH THE STATION FROM THE ARIZONA INSPECTION STATION IN
 DW0941'EHRENBERG, GO EAST ON U.S. HIGHWAY 60 AND 70 FOR 0.8 MILE TO
 DW0941'A BLADED SIDE ROAD RIGHT AND SIGN CEBOLTURN RIGHT AND GO
 DW0941'SOUTHEAST ON THE BLADED ROAD FOR 6.55 MILES TO A FORK AND SIGN
 DW0941'ROBINSON.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE BLADED
 DW0941'ROAD FOR 10.7 MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND
 DW0941'CONTINUE WEST ON THE BLADED ROAD FOR 1.3 MILES TO A NARROW TRACK
 DW0941'ROAD RIGHT.  TURN RIGHT AND GO WEST-NORTHWEST ON THE TRACK
 DW0941'ROAD FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 DW0941'CONTINUE WEST ON THE TRACK ROAD FOR 2.9 MILES TO WHERE THE
 DW0941'ROAD CROSSES A SMALL WASH.  CROSS THE WASH, THENCE BEAR LEFT
 DW0941'AND GO SOUTH ON TRACK ROAD, UP STEEP SLOPE, FOR 0.15 MILE TO
 DW0941'THE STATION.
 DW0941'
 DW0941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG
 DW0941'THE NORTH SIDE OF A FENCE FOR 0.4 MILE TO THE MARK ON THE RIGHT
 DW0941'ACROSS THE FENCE.
 DW0941'
 DW0941'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0752 ***********************************************************************
 DT0752  DESIGNATION -  MULLIGAN
 DT0752  PID         -  DT0752
 DT0752  STATE/COUNTY-  AZ/GREENLEE
 DT0752  USGS QUAD   -  CLIFTON (1989)
 DT0752
 DT0752                         *CURRENT SURVEY CONTROL
 DT0752  ___________________________________________________________________
 DT0752* NAD 83(1992)-  33 04 19.59097(N)    109 15 56.92352(W)     ADJUSTED  
 DT0752* NAVD 88     -      1711.1    (meters)    5614.     (feet)  VERTCON   
 DT0752  ___________________________________________________________________
 DT0752  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DT0752  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 DT0752  HORZ ORDER  -  SECOND
 DT0752
 DT0752.The horizontal coordinates were established by classical geodetic methods
 DT0752.and adjusted by the National Geodetic Survey in August 1993.
 DT0752
 DT0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0752
 DT0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0752
 DT0752.The geoid height was determined by GEOID03.
 DT0752
 DT0752;                    North         East     Units Scale Factor Converg.
 DT0752;SPC AZ E     -   230,108.809   297,472.209   MT  0.99998720   +0 29 29.8
 DT0752;SPC AZ E     -   754,950.16    975,958.69   iFT  0.99998720   +0 29 29.8
 DT0752;UTM  12      - 3,660,618.055   661,878.778   MT  0.99992310   +0 56 47.6
 DT0752
 DT0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0752!SPC AZ E     -   0.99973540  x   0.99998720  =   0.99972260
 DT0752!UTM  12      -   0.99973540  x   0.99992310  =   0.99965852
 DT0752
 DT0752|---------------------------------------------------------------------|
 DT0752| PID    Reference Object                     Distance      Geod. Az  |
 DT0752|                                                           dddmmss.s |
 DT0752| CD2372 MULLIGAN RM 1                         2.710 METERS 17204     |
 DT0752| DT0748 GILLARD                             APPROX. 7.9 KM 1941009.6 |
 DT0752| CD2373 MULLIGAN RM 2                         1.624 METERS 28412     |
 DT0752|---------------------------------------------------------------------|
 DT0752
 DT0752                          SUPERSEDED SURVEY CONTROL
 DT0752
 DT0752  NAD 83(1986)-  33 04 19.58723(N)    109 15 56.92205(W) AD(       ) 2
 DT0752  NAD 27      -  33 04 19.35991(N)    109 15 54.66364(W) AD(       ) 2
 DT0752  NGVD 29 (07/19/86) 1710.4    (m)         5612.     (f) VERT ANG    3  
 DT0752
 DT0752.Superseded values are not recommended for survey control.
 DT0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0752.See file dsdata.txt to determine how the superseded data were derived.
 DT0752
 DT0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6187960618(NAD 83)
 DT0752_MARKER: DD = SURVEY DISK
 DT0752_SETTING: 80 = SET IN A BOULDER
 DT0752_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DT0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0752+STABILITY: SURFACE MOTION
 DT0752
 DT0752  HISTORY     - Date     Condition        Report By
 DT0752  HISTORY     - 1978     MONUMENTED       USSES
 DT0752
 DT0752                          STATION DESCRIPTION
 DT0752
 DT0752'DESCRIBED BY US SOIL EROSION SERVICE 1978 (TT)
 DT0752'THE STATION IS LOCATED ABOUT 2 MILES EAST-NORTHEAST OF CLIFTON
 DT0752'ON THE HIGHEST CREST OF MULLIGAN PEAK.
 DT0752'
 DT0752'THE STATION IS A U.S. SOIL EROSION SERVICE, DEPT. OF INTERIOR,
 DT0752'DISK STAMPED MULLIGAN AGK 1935 AND IS CEMENTED IN A DRILLED HOLE
 DT0752'IN A LARGE IRON BOULDER.
 DT0752'
 DT0752'REFERENCE MARK 2 IS A CHISLED CROSS IN A BOULDER.
 DT0752'
 DT0752'REFERENCE MARK 1 IS A CHISLED CROSS IN A ROCK.
 DT0752'
 DT0752'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, TRAVEL SOUTH
 DT0752'ON U.S. HWY. 666 FOR 1.9 MILES TO WARDS CANYON RD., TURN RIGHT
 DT0752'AND BEAR LEFT UNDER A BRIDGE FOLLOWING ROAD UP THE CANYON FOR 3.1
 DT0752'MILES TO A TRACK ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE TRACK
 DT0752'ROAD NORTHERLY FOR 1.8 MILES TO A 3-WAY FORK, TAKE THE MIDDLE
 DT0752'ROAD OF THE 3-WAY FORK AND 1.8 MILES PASSING THROUGH A GATE TO A
 DT0752'WIDE WASH, MAKE A 90 DEGREE RIGHT TURN AND PICK YOUR WAY
 DT0752'EASTERLY DRIVING CROSS COUNTRY IN THE DIRECTION OF MULLIGAN PK.
 DT0752'TO A FOREST SERVICE FENCE AND END OF TRUCK TRAVEL.  PACK
 DT0752'TO THE EASTERLY RIDGE AND TO THE TOP OF PEAK.  ABOUT A 1-1/2 HOUR
 DT0752'PACK.  A 4 X 4 TRUCK REQUIRED TO REACH FENCE LINE.
 DT0752'
 DT0752'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1142 ***********************************************************************
 ES1142  DESIGNATION -  MUNDS MOUNTAIN
 ES1142  PID         -  ES1142
 ES1142  STATE/COUNTY-  AZ/COCONINO
 ES1142  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES1142
 ES1142                         *CURRENT SURVEY CONTROL
 ES1142  ___________________________________________________________________
 ES1142* NAD 83(1992)-  34 51 15.51211(N)    111 42 43.32027(W)     ADJUSTED  
 ES1142* NAVD 88     -      2081.     (meters)    6827.     (feet)  SCALED    
 ES1142  ___________________________________________________________________
 ES1142  LAPLACE CORR-           9.44  (seconds)                    DEFLEC99
 ES1142  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES1142  HORZ ORDER  -  THIRD
 ES1142
 ES1142.The horizontal coordinates were established by classical geodetic methods
 ES1142.and adjusted by the National Geodetic Survey in August 1993.
 ES1142
 ES1142.The orthometric height was scaled from a topographic map.
 ES1142
 ES1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1142
 ES1142.The geoid height was determined by GEOID03.
 ES1142
 ES1142;                    North         East     Units Scale Factor Converg.
 ES1142;SPC AZ C     -   427,432.071   232,071.788   MT  0.99990431   +0 07 01.0
 ES1142;SPC AZ C     - 1,402,336.19    761,390.38   iFT  0.99990431   +0 07 01.0
 ES1142;UTM  12      - 3,857,117.816   434,910.234   MT  0.99965222   -0 24 25.0
 ES1142
 ES1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1142!SPC AZ C     -   0.99967726  x   0.99990431  =   0.99958160
 ES1142!UTM  12      -   0.99967726  x   0.99965222  =   0.99932960
 ES1142
 ES1142|---------------------------------------------------------------------|
 ES1142| PID    Reference Object                     Distance      Geod. Az  |
 ES1142|                                                           dddmmss.s |
 ES1142| CS3986 MUNDS MOUNTAIN RM 2                   4.023 METERS 00449     |
 ES1142| ES0962 SQUAW PEAK                          APPROX.45.2 KM 1992049.8 |
 ES1142| CS3985 MUNDS MOUNTAIN RM 1                   5.593 METERS 31117     |
 ES1142|---------------------------------------------------------------------|
 ES1142
 ES1142                          SUPERSEDED SURVEY CONTROL
 ES1142
 ES1142  NAD 83(1986)-  34 51 15.50637(N)    111 42 43.31942(W) AD(       ) 3
 ES1142
 ES1142.Superseded values are not recommended for survey control.
 ES1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1142.See file dsdata.txt to determine how the superseded data were derived.
 ES1142
 ES1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3491057118(NAD 83)
 ES1142_MARKER: DS = TRIANGULATION STATION DISK
 ES1142_SETTING: 80 = SET IN A BOULDER
 ES1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1142+STABILITY: SURFACE MOTION
 ES1142
 ES1142  HISTORY     - Date     Condition        Report By
 ES1142  HISTORY     - 1930     MONUMENTED       USGS
 ES1142
 ES1142                          STATION DESCRIPTION
 ES1142
 ES1142'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1142'LOCATED ABOUT 8 MI BY RD. AND TRAIL SE. OF L.E. HART STORE AT
 ES1142'SEDONA.  ON SOUTHERN ONE OF TWO SUMMITS OF ABOUT EQUAL HEIGHT
 ES1142'ABOUT 0.5 MI APART, NORTHERN ONE COVERED WITH BRUSH AND SCATTERED
 ES1142'JUNIPER TREES.
 ES1142'
 ES1142'TO REACH FROM SEDONA, GO ABOUT 8 MI E. TO TOP OF SCHNIBLEY HILL.
 ES1142'TAKE TRAIL AT FIRST DRAIN AFTER REACHING TOP S. ALONG EAST SIDE
 ES1142'OF FENCE TO TOP OF MOUNTAIN AND STATION.  (THIS IS ONLY ROUTE
 ES1142'ANIMALS CAN BE TAKEN TO TOP)
 ES1142'
 ES1142'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1142'LARGE FLAT ROCK.
 ES1142'
 ES1142'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN ROCK.
 ES1142'
 ES1142'RM 2--DOUBLE JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0132 ***********************************************************************
 DV0132  DESIGNATION -  MUNSON
 DV0132  PID         -  DV0132
 DV0132  STATE/COUNTY-  AZ/MARICOPA
 DV0132  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0132
 DV0132                         *CURRENT SURVEY CONTROL
 DV0132  ___________________________________________________________________
 DV0132* NAD 83(1992)-  33 46 03.05333(N)    112 07 46.08804(W)     ADJUSTED  
 DV0132* NAVD 88     -       483.64   (+/-2cm)    1586.7    (feet)  VERTCON   
 DV0132  ___________________________________________________________________
 DV0132  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 DV0132  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DV0132  HORZ ORDER  -  SECOND
 DV0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0132
 DV0132.The horizontal coordinates were established by classical geodetic methods
 DV0132.and adjusted by the National Geodetic Survey in August 1993.
 DV0132
 DV0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0132.The vertical order pertains to the NGVD 29 superseded value.
 DV0132
 DV0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0132
 DV0132.The geoid height was determined by GEOID03.
 DV0132
 DV0132;                    North         East     Units Scale Factor Converg.
 DV0132;SPC AZ C     -   306,889.450   193,648.869   MT  0.99990479   -0 07 05.8
 DV0132;SPC AZ C     - 1,006,855.15    635,330.94   iFT  0.99990479   -0 07 05.8
 DV0132;UTM  12      - 3,736,952.006   395,410.092   MT  0.99973485   -0 37 40.2
 DV0132
 DV0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0132!SPC AZ C     -   0.99992868  x   0.99990479  =   0.99983348
 DV0132!UTM  12      -   0.99992868  x   0.99973485  =   0.99966355
 DV0132
 DV0132|---------------------------------------------------------------------|
 DV0132| PID    Reference Object                     Distance      Geod. Az  |
 DV0132|                                                           dddmmss.s |
 DV0132| DV0133 MUNSON RM 1                           7.745 METERS 07825     |
 DV0132| CH5977 MUNSON AZ MK                                       1700228.4 |
 DV0132| DV0131 MUNSON RM 2                          18.238 METERS 17115     |
 DV0132| DV1991 PHOENIX CBL 1400                    APPROX. 0.5 KM 3513403.4 |
 DV0132|---------------------------------------------------------------------|
 DV0132
 DV0132                          SUPERSEDED SURVEY CONTROL
 DV0132
 DV0132  NAD 83(1986)-  33 46 03.04815(N)    112 07 46.09199(W) AD(       ) 2
 DV0132  NAD 27      -  33 46 02.91570(N)    112 07 43.53730(W) AD(       ) 2
 DV0132  NGVD 29 (??/??/92)  483.041  (m)         1584.78   (f) ADJ UNCH    2 0
 DV0132
 DV0132.Superseded values are not recommended for survey control.
 DV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0132.See file dsdata.txt to determine how the superseded data were derived.
 DV0132
 DV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9541036952(NAD 83)
 DV0132_MARKER: DS = TRIANGULATION STATION DISK
 DV0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV0132_STAMPING: MUNSON 1959
 DV0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0132+STABILITY: SURFACE MOTION
 DV0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0132+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2007
 DV0132
 DV0132  HISTORY     - Date     Condition        Report By
 DV0132  HISTORY     - 1959     MONUMENTED       CGS
 DV0132  HISTORY     - 1967     GOOD             CGS
 DV0132  HISTORY     - 1970     GOOD             NGS
 DV0132  HISTORY     - 1971     GOOD             USE
 DV0132  HISTORY     - 1977     GOOD             LOCENG
 DV0132  HISTORY     - 1986     GOOD             AZDT
 DV0132  HISTORY     - 19990419 GOOD             NGS
 DV0132  HISTORY     - 20031130 GOOD             NGS
 DV0132  HISTORY     - 20070218 GOOD             USPSQD
 DV0132
 DV0132                          STATION DESCRIPTION
 DV0132
 DV0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0132'THE STATION IS ABOUT 17 MILES NORTH OF PHOENIX ON THE WEST
 DV0132'SIDE OF ARIZONA STATE HIGHWAY 69 AND ON THE HIGHWAY RIGHT-OF-WAY.
 DV0132'
 DV0132'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD
 DV0132'AND STATE HIGHWAY 69, GO NORTH ON STATE HIGHWAY 69 FOR 17
 DV0132'MILES TO THE STATION ON THE LEFT, WEST.
 DV0132'
 DV0132'THE STATION IS A STANDARD DISK, STAMPED MUNSON 1959, SET IN
 DV0132'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 DV0132'IT IS 7.6 FEET NORTH OF A WITNESS POST AND 3.9 FEET EAST
 DV0132'OF THE WEST RIGHT-OF-WAY FENCE.
 DV0132'
 DV0132'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUNSON NO 1 1959,
 DV0132'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 DV0132'INCH AND IS 29.1 FEET NORTHEAST OF THE WITNESS POST.
 DV0132'
 DV0132'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MUNSON NO 2 1959,
 DV0132'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 DV0132'THE GROUND.  IT IS 52.2 FEET SOUTH OF THE WITNESS POST AND
 DV0132'2.7 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 DV0132'
 DV0132'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MUNSON 1959,
 DV0132'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DV0132'GROUND.  IT IS 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 DV0132'69, 8.5 FEET SOUTH OF A GATE POST, 4.6 FEET SOUTHEAST OF
 DV0132'A WITNESS POST AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 DV0132'
 DV0132'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 DV0132'HIGHWAY 69 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 DV0132'WEST.
 DV0132
 DV0132                          STATION RECOVERY (1967)
 DV0132
 DV0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 DV0132'THE STATION MARK, AZ. MK. AND REF MKS 1 AND 2 WERE RECOVERED
 DV0132'AS DESCRIBED IN GOOD CONDITION.
 DV0132'
 DV0132'REFERENCE MEASUREMENTS TO R.M.S.
 DV0132'
 DV0132'R.M. NO. 1 PBU DIST = 25.42 FT.  CHECK DIST = 25.4 FT.
 DV0132'
 DV0132'R.M. NO. 2 PUB DIST = 59.85 FT.  CHECK DIST = 59.9 FT.
 DV0132
 DV0132                          STATION RECOVERY (1970)
 DV0132
 DV0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0132'9.65 MI S FROM NEW RIVER.
 DV0132'9.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0132'RIVER OR 0.1 MILE SOUTH OF MILE POST 222.  85 FEET WEST OF THE CENTER
 DV0132'LINE OF THE SOUTH BOUND LANE, 60 FEET NORTH OF REFERENCE MARK 2, 25
 DV0132'FEET WEST OF REFERENCE MARK 1, 7 1/2 FEET NORTH OF THE WITNESS POST
 DV0132'AND 4 FEET EAST OF THE RIGHT OF WAY FENCE LINE.  THE MARK IS SET IN
 DV0132'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 DV0132'INCHES.
 DV0132
 DV0132                          STATION RECOVERY (1971)
 DV0132
 DV0132'RECOVERY NOTE BY US ENGINEERS 1971 (EMB)
 DV0132'AZIMUTH MARK MUNSON 1959-GOOD
 DV0132'
 DV0132'MUNSON 1959-GOOD
 DV0132'
 DV0132'MUNSON NO 1 1959-GOOD
 DV0132'
 DV0132'MUNSON NO 2 1959-GOOD
 DV0132'
 DV0132'DESCRIPTION IS ADEQUATE
 DV0132
 DV0132                          STATION RECOVERY (1977)
 DV0132
 DV0132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (FB)
 DV0132'MUNSON RECOVERED GOOD.
 DV0132'
 DV0132'MUNSON NO. 1 RECOVERED GOOD.
 DV0132'
 DV0132'MUNSON NO. 2 RECOVERED GOOD.
 DV0132'
 DV0132'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.65 MILES SOUTH OF NEW
 DV0132'RIVER.
 DV0132
 DV0132                          STATION RECOVERY (1986)
 DV0132
 DV0132'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV0132'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV0132'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 DV0132'FOLLOWS.
 DV0132'
 DV0132'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND HAPPY VALLEY
 DV0132'ROAD INTERCHANGE IN NORTHERN PHOENIX, TRAVEL NORTH ALONG I-17 FOR 3.85
 DV0132'MILES TO THE STATION ON THE LEFT AT MILEPOST 221.85.  THE MARK IS
 DV0132'ALONG THE WEST RIGHT OF WAY FENCE.  THE AZIMUTH MARK IS 0.3 MILE SOUTH
 DV0132'OF THE STATION ALONG THE WEST RIGHT OF WAY FENCE.
 DV0132
 DV0132                          STATION RECOVERY (1999)
 DV0132
 DV0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 DV0132'STATION IS ABOUT 19 MILES NORTH OF PHOENIX.  IT IS ALONG WEST SIDE OF
 DV0132'I-17 AT MILEPOST 221.85, 2.2 MILES SOUTH OF EXIT 223 (CAREFREE HWY =
 DV0132'AZ 74), 4.9 FEET EAST OF RIGHT-OF-WAY FENCE AND 7.6 FEET NORTH OF A
 DV0132'WITNESS POST AND A SHORT WAY NORTH OF A CROSSING OF POWER LINES OVER
 DV0132'HIGHWAY.
 DV0132
 DV0132                          STATION RECOVERY (2003)
 DV0132
 DV0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DV0132'THIS IS GRAVITY BASE STATION 'PHOENIX', DOD 0456-8, HUS 342.
 DV0132
 DV0132                          STATION RECOVERY (2007)
 DV0132
 DV0132'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DV0132'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0133 ***********************************************************************
 DV0133  DESIGNATION -  MUNSON RM 1
 DV0133  PID         -  DV0133
 DV0133  STATE/COUNTY-  AZ/MARICOPA
 DV0133  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0133
 DV0133                         *CURRENT SURVEY CONTROL
 DV0133  ___________________________________________________________________
 DV0133* NAD 83(1986)-  33 46 02.     (N)    112 07 46.     (W)     SCALED    
 DV0133* NAVD 88     -       483.58   (+/-2cm)    1586.5    (feet)  VERTCON   
 DV0133  ___________________________________________________________________
 DV0133  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DV0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0133
 DV0133.The horizontal coordinates were scaled from a topographic map and have
 DV0133.an estimated accuracy of +/- 6 seconds.
 DV0133
 DV0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0133.The vertical order pertains to the NGVD 29 superseded value.
 DV0133
 DV0133.The geoid height was determined by GEOID03.
 DV0133
 DV0133;                    North         East    Units  Estimated Accuracy
 DV0133;SPC AZ C     -   306,860.      193,650.      MT  (+/- 180 meters Scaled)
 DV0133
 DV0133                          SUPERSEDED SURVEY CONTROL
 DV0133
 DV0133  NGVD 29 (??/??/92)  482.988  (m)         1584.60   (f) ADJ UNCH    2 0
 DV0133
 DV0133.Superseded values are not recommended for survey control.
 DV0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0133.See file dsdata.txt to determine how the superseded data were derived.
 DV0133
 DV0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC954369(NAD 83)
 DV0133_MARKER: DR = REFERENCE MARK DISK
 DV0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0133_SP_SET: MONUMENT
 DV0133_STAMPING: MUNSON NO 1 1959
 DV0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0133+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2007
 DV0133
 DV0133  HISTORY     - Date     Condition        Report By
 DV0133  HISTORY     - 1959     MONUMENTED       CGS
 DV0133  HISTORY     - 1970     GOOD             NGS
 DV0133  HISTORY     - 20031130 GOOD             NGS
 DV0133  HISTORY     - 20070218 GOOD             USPSQD
 DV0133
 DV0133                          STATION DESCRIPTION
 DV0133
 DV0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0133'9.65 MI S FROM NEW RIVER.
 DV0133'9.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0133'RIVER OR 0.1 MILE SOUTH OF MILE POST 222.  68 FEET WEST OF THE CENTER
 DV0133'LINE OF THE SOUTH BOUND LANE, 30 FEET EAST OF WITNESS POST, 25 FEET
 DV0133'EAST OF THE STATION AND 30 FEET EAST OF THE RIGHT OF WAY FENCE.  THE
 DV0133'MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 DV0133'PROJECTS ABOUT 1 INCH.
 DV0133
 DV0133                          STATION RECOVERY (2003)
 DV0133
 DV0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DV0133'RECOVERED IN GOOD CONDITION.
 DV0133
 DV0133                          STATION RECOVERY (2007)
 DV0133
 DV0133'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DV0133'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0131 ***********************************************************************
 DV0131  DESIGNATION -  MUNSON RM 2
 DV0131  PID         -  DV0131
 DV0131  STATE/COUNTY-  AZ/MARICOPA
 DV0131  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0131
 DV0131                         *CURRENT SURVEY CONTROL
 DV0131  ___________________________________________________________________
 DV0131* NAD 83(1986)-  33 46 02.     (N)    112 07 46.     (W)     SCALED    
 DV0131* NAVD 88     -       483.27   (+/-2cm)    1585.5    (feet)  VERTCON   
 DV0131  ___________________________________________________________________
 DV0131  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DV0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0131
 DV0131.The horizontal coordinates were scaled from a topographic map and have
 DV0131.an estimated accuracy of +/- 6 seconds.
 DV0131
 DV0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0131.The vertical order pertains to the NGVD 29 superseded value.
 DV0131
 DV0131.The geoid height was determined by GEOID03.
 DV0131
 DV0131;                    North         East    Units  Estimated Accuracy
 DV0131;SPC AZ C     -   306,860.      193,650.      MT  (+/- 180 meters Scaled)
 DV0131
 DV0131                          SUPERSEDED SURVEY CONTROL
 DV0131
 DV0131  NGVD 29 (??/??/92)  482.673  (m)         1583.57   (f) ADJ UNCH    2 0
 DV0131
 DV0131.Superseded values are not recommended for survey control.
 DV0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0131.See file dsdata.txt to determine how the superseded data were derived.
 DV0131
 DV0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC954369(NAD 83)
 DV0131_MARKER: DB = BENCH MARK DISK
 DV0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0131_SP_SET: MONUMENT
 DV0131_STAMPING: MUNSON NO 2 1959
 DV0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0131
 DV0131  HISTORY     - Date     Condition        Report By
 DV0131  HISTORY     - 1959     MONUMENTED       CGS
 DV0131  HISTORY     - 1970     GOOD             NGS
 DV0131
 DV0131                          STATION DESCRIPTION
 DV0131
 DV0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0131'9.65 MI S FROM NEW RIVER.
 DV0131'9.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0131'RIVER OR 0.1 MILE SOUTH OF MILE POST 222.  66 FEET WEST OF THE CENTER
 DV0131'LINE OF THE SOUTH BOUND LANE, 60 FEET SOUTH OF THE STATION MARK, 52
 DV0131'FEET SOUTH OF THE WITNESS POST AND 3 FEET EAST OF THE RIGHT OF WAY
 DV0131'FENCE LINE.  THE MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DV0131'MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2020 ***********************************************************************
 DU2020  DESIGNATION -  MURPHY
 DU2020  PID         -  DU2020
 DU2020  STATE/COUNTY-  AZ/GILA
 DU2020  USGS QUAD   -  AZTEC PEAK (1986)
 DU2020
 DU2020                         *CURRENT SURVEY CONTROL
 DU2020  ___________________________________________________________________
 DU2020* NAD 83(1992)-  33 49 28.63578(N)    110 54 45.46614(W)     ADJUSTED  
 DU2020* NAVD 88     -      2356.9    (meters)    7733.     (feet)  VERTCON   
 DU2020  ___________________________________________________________________
 DU2020  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DU2020  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DU2020  HORZ ORDER  -  FIRST
 DU2020
 DU2020.The horizontal coordinates were established by classical geodetic methods
 DU2020.and adjusted by the National Geodetic Survey in August 1993.
 DU2020
 DU2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2020
 DU2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2020
 DU2020.The geoid height was determined by GEOID03.
 DU2020
 DU2020;                    North         East     Units Scale Factor Converg.
 DU2020;SPC AZ E     -   313,452.847   144,309.237   MT  0.99995876   -0 24 54.9
 DU2020;SPC AZ E     - 1,028,388.61    473,455.50   iFT  0.99995876   -0 24 54.9
 DU2020;UTM  12      - 3,742,714.016   508,085.023   MT  0.99960081   +0 02 55.1
 DU2020
 DU2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2020!SPC AZ E     -   0.99963426  x   0.99995876  =   0.99959304
 DU2020!UTM  12      -   0.99963426  x   0.99960081  =   0.99923522
 DU2020
 DU2020|---------------------------------------------------------------------|
 DU2020| PID    Reference Object                     Distance      Geod. Az  |
 DU2020|                                                           dddmmss.s |
 DU2020| CD2374 MURPHY RM 1                          16.270 METERS 10800     |
 DU2020| DU2019 AZTEC                               APPROX. 1.5 KM 1534739.1 |
 DU2020| CD2375 MURPHY RM 2                          20.930 METERS 24059     |
 DU2020|---------------------------------------------------------------------|
 DU2020
 DU2020                          SUPERSEDED SURVEY CONTROL
 DU2020
 DU2020  NAD 83(1986)-  33 49 28.63034(N)    110 54 45.46978(W) AD(       ) 1
 DU2020  NAD 27      -  33 49 28.45200(N)    110 54 43.04460(W) AD(       ) 1
 DU2020  NGVD 29 (07/19/86) 2356.1    (m)         7730.     (f) VERT ANG    3  
 DU2020
 DU2020.Superseded values are not recommended for survey control.
 DU2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2020.See file dsdata.txt to determine how the superseded data were derived.
 DU2020
 DU2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0808542714(NAD 83)
 DU2020_MARKER: DS = TRIANGULATION STATION DISK
 DU2020_SETTING: 66 = SET IN ROCK OUTCROP
 DU2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2020
 DU2020  HISTORY     - Date     Condition        Report By
 DU2020  HISTORY     - 1938     MONUMENTED       CGS
 DU2020  HISTORY     - 1947     GOOD             CGS
 DU2020  HISTORY     - 1948     GOOD             USGS
 DU2020
 DU2020                          STATION DESCRIPTION
 DU2020
 DU2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2020'STATION IS LOCATED ABOUT 18 MILES SOUTH OF YOUNG AND ABOUT 4 MILES
 DU2020'N.E. OF THE AZTEC LODGE WHICH IS ON THE MAIN HIGHWAY BETWEEN YOUNG
 DU2020'AND GLOBE.  THE STATION IS ON THE EASTERN END OF A HIGH TIMBERED
 DU2020'COVERED RIDGE THAT RUNS IN AN EAST AND WEST DIRECTION
 DU2020'
 DU2020'TO REACH FROM YOUNG GO NORTH ON THE YOUNG-GLOBE ROAD 22 MILES TO
 DU2020'THE AZTEC LODGE.  TURN LEFT (EAST) AND FOLLOW NARROW ROAD UP
 DU2020'WORKMAN CREEK FOR ABOUT 3 MILES (ROAD MAY BE BUILT FARTHER) TO
 DU2020'END OF ROAD.  FROM HERE CONTINUE UP TRAIL PAST WORKMAN CREEK DAM
 DU2020'AND WEIR TO A FORK JUST AFTER CROSSING SMALL STREAM COMING IN
 DU2020'FROM THE LEFT.  TAKE LEFT FORK AND FOLLOW ABOUT 3/4 MILES TO A
 DU2020'FORK WITH SIGNS, MURPHY RANCH 2-1/2 MILES AND MURPHY RANCH
 DU2020'2 MILES.  TAKE LEFT FORK AND CONTINUE ABOUT 1-1/2 MILES TO
 DU2020'WHERE TRAIL CUTS AROUND THE NORTH SIDE OF A RIDGE.  LEAVE TRAIL
 DU2020'HERE AND PACK UP RIDGE TO ITS EASTWARD AND STATION ABOUT 200
 DU2020'YARDS.
 DU2020
 DU2020                          STATION RECOVERY (1947)
 DU2020
 DU2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2020'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DU2020'CONDITION.  STATION WAS OBSERVED ON BUT NOT OCCUPIED.
 DU2020'
 DU2020'STATION IS ABOUT 18 MILES SOUTH OF YOUNG AND ABOUT 4 MILES
 DU2020'NORTHEAST OF AZTEC LODGE WHICH IS ON THE MAIN HIGHWAY BETWEEN
 DU2020'YOUNG AND GLOBE.  IT IS ON EASTERN END OF A HIGH TIMBERED RIDGE
 DU2020'THAT RUNS IN AN EAST-WEST DIRECTION.  SURFACE AND REFERENCE MARKS
 DU2020'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 DU2020'
 DU2020'TO REACH FROM YOUNG, GO NORTH ON YOUNG-GLOBE ROAD 22 MILES TO AZTEC
 DU2020'LODGE.  TURN LEFT, EAST, AND FOLLOW NARROW ROAD UP WORKMAN CREEK
 DU2020'ABOUT 3 MILES (ROAD MAY BE BUILT FARTHER) TO END OF ROAD.  FROM
 DU2020'HERE CONTINUE UP TRAIL PAST WORKMAN CREEK DAM AND WEIR TO A FORK
 DU2020'JUST AFTER CROSSING SMALL STREAM COMING IN FROM LEFT.  TAKE LEFT
 DU2020'FORK AND FOLLOW ABOUT 3/4 MILE TO A FORK WITH SIGNS MURPHY RANCH
 DU2020'2-1/2 MILES AND MURPHY RANCH 2 MILES.  TAKE LEFT FORK AND
 DU2020'CONTINUE ABOUT 1-1/2 MILES TO WHERE TRAIL CUTS AROUND NORTH SIDE
 DU2020'OF A RIDGE.  LEAVE TRAIL HERE AND PACK UP RIDGE TO ITS
 DU2020'EASTWARD END AND STATION ABOUT 200 YARDS.
 DU2020'
 DU2020'STATION MARK IS ABOUT 14 INCHES BELOW SURFACE OF GROUND.
 DU2020'
 DU2020'REFERENCE MARK NO. 1, SOUTHEAST OF STATION, IS IN A BOULDER FLUSH
 DU2020'WITH GROUND.  A HORIZONTAL BLAZE WAS PUT ON AN OAK TREE ABOUT
 DU2020'6 FEET SOUTH OF MARK.  REFERENCE MARK NO. 2 WEST OF STATION,
 DU2020'IS SET IN A BOULDER FLUSH WITH GROUND.  TWO HORIZONTAL BLAZES
 DU2020'WERE CUT ON A PONDEROSA PINE ABOUT 10 FEET WEST OF MARK.
 DU2020'
 DU2020'(**TREES) ARE TWO LARGE PONDEROSA PINES WITH TRIANGLE BLAZES WITH
 DU2020'NAILS IN CENTER OF BLAZES, CALLED N AND E TREE AS TO THEIR
 DU2020'DIRECTION FROM STATION.
 DU2020'
 DU2020'THE STATION MARK IS A STANDARD DISC SET IN BED ROCK ABOUT 14
 DU2020'INCHES BELOW THE SURFACE OF THE GROUND.  R.M. 1 IS SE OF STATION
 DU2020'IN A BOULER FLUSH WITH GROUND.  A HORIZONTAL BLAZE WAS PUT ON AN
 DU2020'OAK TREE ABOUT 6 FEET SOUTH OF MARK.  R.M. 2 IS W OF STATION IN
 DU2020'A BOULDER FLUSH WITH GROUND.  TWO HORIZONTAL BLAZES WERE CUT ON
 DU2020'A PONDEROSA PINE ABOUT 10 FEET WEST OF MARK.
 DU2020'
 DU2020'STATION AZTEC TO BE USED AS AZIMUTH MARK.
 DU2020
 DU2020                          STATION RECOVERY (1948)
 DU2020
 DU2020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2020'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0278 ***********************************************************************
 GQ0278  DESIGNATION -  MURRAY
 GQ0278  PID         -  GQ0278
 GQ0278  STATE/COUNTY-  AZ/COCONINO
 GQ0278  USGS QUAD   -  JACOB LAKE (1988)
 GQ0278
 GQ0278                         *CURRENT SURVEY CONTROL
 GQ0278  ___________________________________________________________________
 GQ0278* NAD 83(1992)-  36 41 40.83124(N)    112 09 21.01383(W)     ADJUSTED  
 GQ0278* NAVD 88     -      2514.1    (meters)    8248.     (feet)  VERTCON   
 GQ0278  ___________________________________________________________________
 GQ0278  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 GQ0278  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 GQ0278  HORZ ORDER  -  FIRST
 GQ0278
 GQ0278.The horizontal coordinates were established by classical geodetic methods
 GQ0278.and adjusted by the National Geodetic Survey in August 1993.
 GQ0278
 GQ0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0278
 GQ0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0278
 GQ0278.The geoid height was determined by GEOID03.
 GQ0278
 GQ0278;                    North         East     Units Scale Factor Converg.
 GQ0278;SPC AZ C     -   631,616.803   191,988.334   MT  0.99990563   -0 08 34.5
 GQ0278;SPC AZ C     - 2,072,233.61    629,882.99   iFT  0.99990563   -0 08 34.5
 GQ0278;UTM  12      - 4,061,624.969   396,746.392   MT  0.99973135   -0 41 26.6
 GQ0278
 GQ0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0278!SPC AZ C     -   0.99960899  x   0.99990563  =   0.99951466
 GQ0278!UTM  12      -   0.99960899  x   0.99973135  =   0.99934045
 GQ0278
 GQ0278|---------------------------------------------------------------------|
 GQ0278| PID    Reference Object                     Distance      Geod. Az  |
 GQ0278|                                                           dddmmss.s |
 GQ0278| CH3756 MURRAY RM 1                          28.969 METERS 02752     |
 GQ0278| CH3757 MURRAY RM 2                          27.356 METERS 10830     |
 GQ0278| CH3755 MURRAY AZ MK                                       1955902.7 |
 GQ0278| GQ0279 JACOB LAKE LOOKOUT TOWER            APPROX. 5.2 KM 2761405.4 |
 GQ0278|---------------------------------------------------------------------|
 GQ0278
 GQ0278                          SUPERSEDED SURVEY CONTROL
 GQ0278
 GQ0278  NAD 83(1986)-  36 41 40.82829(N)    112 09 21.01028(W) AD(       ) 1
 GQ0278  NAD 27      -  36 41 40.88900(N)    112 09 18.35600(W) AD(       ) 1
 GQ0278  NGVD 29 (07/19/86) 2512.9    (m)         8244.     (f) VERT ANG    3  
 GQ0278
 GQ0278.Superseded values are not recommended for survey control.
 GQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0278.See file dsdata.txt to determine how the superseded data were derived.
 GQ0278
 GQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9674661625(NAD 83)
 GQ0278_MARKER: DS = TRIANGULATION STATION DISK
 GQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0278
 GQ0278  HISTORY     - Date     Condition        Report By
 GQ0278  HISTORY     - 1938     MONUMENTED       CGS
 GQ0278  HISTORY     - 1953     GOOD             CGS
 GQ0278
 GQ0278                          STATION DESCRIPTION
 GQ0278
 GQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0278'STATION IS ABOUT 4 MILES ESE OF JACOBS LAKE POST OFFICE, ON
 GQ0278'THE NORTH END OF MURRAY RIDGE, IN THE KAIBAB NATIONAL FOREST.
 GQ0278'STATION IS ABOUT 100 YARDS SSW OF LOWER MURRAY RIDGE LOOKOUT
 GQ0278'TREE KNOWN LOCALLY TO FOREST MEN.  STATION IS SURROUNDED
 GQ0278'BY PINE TREES ABOUT 60 FEET HIGH.
 GQ0278'
 GQ0278'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GQ0278'BRONZE DISKS SET IN CONCRETE.
 GQ0278'
 GQ0278'REFERENCE MARK NO. 1 IS NNE OF STATION AT THE SAME ELEVATION.
 GQ0278'
 GQ0278'REFERENCE MARK NO. 2 IS ESE OF THE STATION AT THE SAME ELEVATION.
 GQ0278'
 GQ0278'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF STATION ABOUT 27 PACES
 GQ0278'WEST OF TRACK ROAD RUNNING ALONG THE TOP OF THE RIDGE.
 GQ0278'
 GQ0278'STATION IS REACHED FROM KANAB, UTAH, BY U.S. HIGHWAY 89, SOUTHEAST
 GQ0278'FOR 38 MILES TO JACOBS LAKE POST OFFICE AT THE JUNCTION WITH
 GQ0278'THE GRAND CANYON HIGHWAY.  THENCE CONTINUE NORTHEAST ON
 GQ0278'89 FOR 4.3 MILES TO JUNCTION WITH OLD HIGHWAY WHICH TURNS BACK
 GQ0278'ACUTELY TO THE RIGHT, UNDER ROCKY BANK OF NEW HIGHWAY.  THIS
 GQ0278'ROAD FOLLOWS ALONG UNDER NEW HIGHWAY A SHORT DISTANCE AND
 GQ0278'THEN TURNS SHARPLY TO THE LEFT UP DUGWAY ON AN INCONSPICUOUS
 GQ0278'OLD GRADE.  THENCE FOLLOW IT SOUTHERLY 2.0 MILES TO A FORK.
 GQ0278'THENCE TAKE LEFT FORK DOWN HILL FOR 0.4 MILE TO A DIM FORK IN
 GQ0278'VALLEY.  THENCE TAKE LEFT FORK AT RIGHT ANGLES AND FOLLOW
 GQ0278'SOUTHEAST FOR 1.5 MILES TO A FORK.  THENCE TAKE LEFT FORK FOR
 GQ0278'0.15 MILE TO A TREE WITH LADDER ON THE RIGHT.  THENCE
 GQ0278'CONTINUE 0.05 MILE TO A POLE BETWEEN TWO TREES TO THE RIGHT.
 GQ0278'THENCE BEAR RIGHT 40 PACES TO THE STATION SITE.
 GQ0278
 GQ0278                          STATION RECOVERY (1953)
 GQ0278
 GQ0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0278'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GQ0278'
 GQ0278'THE 1938 DESCRIPTION OF ROUTE TO STATION IS OBSOLETE.  THE
 GQ0278'COMPLETE DESCRIPTION--
 GQ0278'
 GQ0278'STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF THE JACOB LAKE POST
 GQ0278'OFFICE.  ON THE NORTH END OF MURRAY RIDGE IN THE KAIBAB NATIONAL
 GQ0278'FOREST.  IT IS ABOUT 100 YARDS SOUTH-SOUTHWEST OF LOWER MURRAY
 GQ0278'RIDGE LOOKOUT TREE KNOWN LOCALLY TO FOREST MEN.  STATION
 GQ0278'IS SURROUNDED BY PINE TREES ABOUT 60 FEET HIGH.
 GQ0278'
 GQ0278'TO REACH FROM THE JACOB LAKE POST OFFICE, GO NORTHEAST ON
 GQ0278'U.S. HIGHWAY 89 FOR 2.4 MILES TO A GRAVELED CROSSROAD AND SIGN
 GQ0278'JOLLY SINK.  TURN RIGHT, AS PER SIGN, FOR 1.4 MILES TO A
 GQ0278'DIRT CROSSROAD AND SIGN BIG RIDGE 5.  TURN LEFT AT SIGN AND
 GQ0278'GO 0.5 TO A FORK JUST BEYOND A FENCED-IN EARTH RESERVOIR.
 GQ0278'TURN LEFT UP THE DRAW (SIGN BIG RIDGE POINTS TO THE RIGHT) FOR
 GQ0278'0.9 MILE TO ANOTHER FORK AND SIGN BIG RIDGE.  TURN RIGHT,
 GQ0278'SOUTH, ON MAIN ROAD FOR 1.6 MILES TO A PINE TREE ON THE RIGHT
 GQ0278'WITH A TRIANGLE BLAZE, THENCE THE STATION 33 PACES TO THE
 GQ0278'LEFT, EAST, OF THE TREE.  TO REACH THE AZIMUTH MARK FROM THIS
 GQ0278'POINT, GO SOUTH FOR 0.15 MILE TO A BLAZED PINE TREE AT THE RIGHT
 GQ0278'EDGE OF THE ROAD AND THE MARK 25 PACES WEST OF THE TREE.
 GQ0278'
 GQ0278'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GQ0278'DISKS SET IN CONCRETE.
 GQ0278'
 GQ0278'STATION MARK, STAMPED MURRAY 1938, PROJECTS ABOUT 5 INCHES.
 GQ0278'
 GQ0278'REFERENCE MARK 1, STAMPED MURRAY NO 1 1938, PROJECTS ABOUT
 GQ0278'6 INCHES.
 GQ0278'
 GQ0278'REFERENCE MARK 2, STAMPED MURRAY NO 2 1938, PROJECTS ABOUT
 GQ0278'6 INCHES.
 GQ0278'
 GQ0278'AZIMUTH MARK, STAMPED MURRAY 1938, PROJECTS ABOUT 5 INCHES.
 GQ0278'
 GQ0278'A 4-FOOT STAND AT MOQUITCH 1938 WAS VISIBLE AT 60 FEET.
 GQ0278'
 GQ0278'A 4-FOOT STAND AT MANSARD 1938 WAS VISIBLE AT 60 FEET.
 GQ0278'
 GQ0278'A 4-FOOT STAND AT SALIENT 1934 WAS VISIBLE AT 60 FEET.
 GQ0278'
 GQ0278'A 4-FOOT STAND AT SHINUMO (USGS) 1934 WAS VISIBLE AT 60
 GQ0278'FEET.
 GQ0278'
 GQ0278'A 4-FOOT STAND AT BITTER 1934 WAS VISIBLE AT 40 FEET.
 GQ0278'
 GQ0278'A 4-FOOT STAND AT BUCKSKIN 1938 WAS VISIBLE AT 60 FEET.
 GQ0278'
 GQ0278'A 4-FOOT STAND AT WHITE CLIFF 1938 WAS VISIBLE AT 65 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0690 ***********************************************************************
 DW0690  DESIGNATION -  MURREY
 DW0690  PID         -  DW0690
 DW0690  STATE/COUNTY-  AZ/LA PAZ
 DW0690  USGS QUAD   -  QUARTZSITE (1990)
 DW0690
 DW0690                         *CURRENT SURVEY CONTROL
 DW0690  ___________________________________________________________________
 DW0690* NAD 83(1992)-  33 40 19.83409(N)    114 08 29.81157(W)     ADJUSTED  
 DW0690* NAVD 88     -       349.911  (meters)    1148.00   (feet)  ADJUSTED  
 DW0690  ___________________________________________________________________
 DW0690  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 DW0690  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DW0690  DYNAMIC HT  -         349.515 (meters)    1146.70  (feet)  COMP
 DW0690  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 DW0690
 DW0690  HORZ ORDER  -  SECOND
 DW0690  VERT ORDER  -  FIRST     CLASS II
 DW0690
 DW0690.The horizontal coordinates were established by classical geodetic methods
 DW0690.and adjusted by the National Geodetic Survey in August 1993.
 DW0690
 DW0690.The orthometric height was determined by differential leveling
 DW0690.and adjusted in June 1991.
 DW0690
 DW0690.Photographs are available for this station.
 DW0690
 DW0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0690
 DW0690.The geoid height was determined by GEOID03.
 DW0690
 DW0690.The dynamic height is computed by dividing the NAVD 88
 DW0690.geopotential number by the normal gravity value computed on the
 DW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0690.degrees latitude (g = 980.6199 gals.).
 DW0690
 DW0690.The modeled gravity was interpolated from observed gravity values.
 DW0690
 DW0690;                    North         East     Units Scale Factor Converg.
 DW0690;SPC AZ W     -   296,374.138   177,044.718   MT  0.99994959   -0 13 01.7
 DW0690;SPC AZ W     -   972,356.10    580,855.37   iFT  0.99994959   -0 13 01.7
 DW0690;UTM  11      - 3,729,475.525   765,018.080   MT  1.00046596   +1 35 08.6
 DW0690
 DW0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0690!SPC AZ W     -   0.99995004  x   0.99994959  =   0.99989963
 DW0690!UTM  11      -   0.99995004  x   1.00046596  =   1.00041598
 DW0690
 DW0690:                Primary Azimuth Mark                     Grid Az
 DW0690:SPC AZ W     -  MURREY AZ MK                             071 18 09.0
 DW0690:UTM  11      -  MURREY AZ MK                             069 29 58.7
 DW0690
 DW0690|---------------------------------------------------------------------|
 DW0690| PID    Reference Object                     Distance      Geod. Az  |
 DW0690|                                                           dddmmss.s |
 DW0690| CF1139 MURREY AZ MK                                       0710507.3 |
 DW0690| DW0687 D 30                                               0710507.3 |
 DW0690| DW0875 PATH                                APPROX. 7.9 KM 0912317.2 |
 DW0690| DW0874 CAIRN NORTH END NEW WATER MTN       APPROX. 6.4 KM 1340723.1 |
 DW0690| DW0691 MURREY RM 1                           9.588 METERS 16226     |
 DW0690| DW0692 MURREY RM 2                          10.098 METERS 24642     |
 DW0690|---------------------------------------------------------------------|
 DW0690
 DW0690                          SUPERSEDED SURVEY CONTROL
 DW0690
 DW0690  NAD 83(1986)-  33 40 19.83155(N)    114 08 29.81915(W) AD(       ) 2
 DW0690  NAD 27      -  33 40 19.73480(N)    114 08 27.02280(W) AD(       ) 2
 DW0690  NGVD 29 (??/??/??)  349.230  (m)         1145.77   (f) ADJUSTED    1 2
 DW0690
 DW0690.Superseded values are not recommended for survey control.
 DW0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0690.See file dsdata.txt to determine how the superseded data were derived.
 DW0690
 DW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6501829476(NAD 83)
 DW0690_MARKER: DS = TRIANGULATION STATION DISK
 DW0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0690_STAMPING: MURREY 1949
 DW0690_MARK LOGO: CGS   
 DW0690_PROJECTION: PROJECTING 5 CENTIMETERS
 DW0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0690+STABILITY: SURFACE MOTION
 DW0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0690+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 DW0690
 DW0690  HISTORY     - Date     Condition        Report By
 DW0690  HISTORY     - 1949     MONUMENTED       CGS
 DW0690  HISTORY     - 1962     GOOD             CGS
 DW0690  HISTORY     - 1962     GOOD             NGS
 DW0690  HISTORY     - 1971     GOOD             AZHD
 DW0690  HISTORY     - 1981     GOOD             NGS
 DW0690  HISTORY     - 1981     GOOD             NGS
 DW0690  HISTORY     - 1981     GOOD             NGS
 DW0690  HISTORY     - 20040621 GOOD             JCLS
 DW0690  HISTORY     - 20081020 GOOD             JCLS
 DW0690
 DW0690                          STATION DESCRIPTION
 DW0690
 DW0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0690'THE STATION IS LOCATED IN THE FLAT AREA ABOUT 5 MILES AIRLINE
 DW0690'EAST OF QUARTZSITE AND JUST SOUTH OF U.S. HIGHWAY 60.  THE
 DW0690'STATION MARK PROJECTS 4 INCHES, IS 30 PACES SOUTH OF U.S.
 DW0690'HIGHWAY 60, 6 FEET SOUTH OF A WHITE WITNESS POST AND IS STAMPED,
 DW0690'MURREY 1949.
 DW0690'
 DW0690'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 DW0690'AS THE STATION MARK AND IS STAMPED, MURREY NO 1 1949.
 DW0690'
 DW0690'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 DW0690'AS THE STATION MARK AND IS STAMPED, MURREY NO 2 1949.
 DW0690'
 DW0690'THE AZIMUTH MARK IS A BENCH MARK SET IN THE TOP OF A 10 INCH
 DW0690'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 14 PACES
 DW0690'NORTH OF U.S. HIGHWAY 60, 4 FEET SOUTH OF A WHITE WITNESS POST
 DW0690'AND IS STAMPED, D 30 1933.
 DW0690'
 DW0690'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE.  GO
 DW0690'EAST ON U.S. HIGHWAY 60, 5.1 MILES TO THE STATION ON RIGHT.
 DW0690'A DRIVE STATION.
 DW0690'
 DW0690'TO REACH THE AZIMUTH MARK FROM THE STATION.  CONTINUE EAST
 DW0690'ON U.S. HIGHWAY 60, 0.6 MILE TO THE MARK ON LEFT.
 DW0690
 DW0690                          STATION RECOVERY (1962)
 DW0690
 DW0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0690'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 DW0690'GOOD CONDITION, THE DISTANCE AND DIRECTIONS TO ALL MARKS
 DW0690'CHECKED.
 DW0690'
 DW0690'DUE TO NEW HIGHWAY A COMPLETE NEW DESCRIPTION FOLLOWS--
 DW0690'
 DW0690'THE STATION IS LOCATED IN A FLAT AREA ABOUT 5 MILES EAST OF
 DW0690'QUARTZSITE AND JUST SOUTH OF U.S. HIGHWAY 60 AND 70.
 DW0690'
 DW0690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DW0690'60, 70 AND 95 JUST EAST OF QUARTZSITE, GO EAST ON U.S. HIGHWAY
 DW0690'60 AND 70 FOR 1.2 MILES TO A SIDE ROAD RIGHT (THIS IS 0.1
 DW0690'MILE BEFORE REACHING DIVIDED HIGHWAY) (TO REACH THE AZIMUTH
 DW0690'CONTINUE EAST ON NEW HIGHWAY 60 AND 70 FOR 3.9 MILES TO AZIMUTH
 DW0690'(BM D30 1933) ON THE NORTH SIDE OF THE WEST BOUND LANE AS
 DW0690'DESCRIBED.) TURN RIGHT AND GO EASTERLY ON OLD HIGHWAY FOR 3.2
 DW0690'MILES TO A SIDE ROAD RIGHT AND STATION ON RIGHT.
 DW0690'
 DW0690'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP
 DW0690'OF A 14 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DW0690'AND IS STAMPED MURREY 1949.  THE MARK IS 106 FEET SOUTH OF THE
 DW0690'OLD HIGHWAY, 65 FEET WEST OF A TRACK ROAD AND 8 FEET SOUTH OF
 DW0690'THE WITNESS POST.
 DW0690'
 DW0690'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DW0690'OF A 14 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DW0690'AND IS STAMPED MURREY NO 1 1949.  THE MARK IS 138 FEET SOUTH
 DW0690'OF THE OLD HIGHWAY, 75 FEET WEST OF A TRACK ROAD AND 39.4
 DW0690'FEET SOUTH OF THE WITNESS POST.
 DW0690'
 DW0690'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DW0690'OF A 14 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DW0690'AND IS STAMPED MURREY NO 2 1949.  THE MARK IS 110 FEET SOUTH
 DW0690'OF THE OLD HIGHWAY AND 36.8 FEET SOUTHWEST OF THE WITNESS POST.
 DW0690'
 DW0690'AZIMUTH MARK, IS A U.S.C. AND G.S. BENCH MARK SET IN THE TOP
 DW0690'OF A 8 INCH SQUARE CONCRETE POST WHICH IS ABOUT 10 INCHES
 DW0690'UNDERGROUND AND IS STAMPED D 30 1933.
 DW0690'THE MARK IS 13 FEET NORTH OF THE CURBING OF THE WEST BOUND
 DW0690'LANE OF U.S. HIGHWAYS 60 AND 70 AND 4.4 FEET SOUTH OF THE
 DW0690'WITNESS POST.
 DW0690'
 DW0690'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 43.34
 DW0690'FT. OR 13.210 M.
 DW0690'
 DW0690'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DW0690
 DW0690                          STATION RECOVERY (1962)
 DW0690
 DW0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DW0690'5.4 MI E FROM QUARTZSITE.
 DW0690'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0690'POST OFFICE AT QUARTZSITE, THENCE 3.25 MILES EAST ALONG OLD
 DW0690'U.S. HIGHWAY 60, 106 FEET SOUTH OF THE CENTER OF THE OLD
 DW0690'HIGHWAY, 185 FEET SOUTH OF U.S. HIGHWAY 60 AND 70 RIGHT OF WAY
 DW0690'FENCE, 62 FEET WEST OF THE CENTER OF A GRAVEL ROAD SOUTH, 8.0
 DW0690'FEET SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD
 DW0690'HIGHWAY, AND IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DW0690
 DW0690                          STATION RECOVERY (1971)
 DW0690
 DW0690'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0690'GENERAL LOCATION INT. 10, BETWEEN SALOME AND QUARTZITE,
 DW0690'ARIZONA.
 DW0690'
 DW0690'TO REACH FROM THE EAST QUARTZITE OVERPASS, ON INT. 10,
 DW0690'SOUTH AND THEN EAST ON THE OLD HIGHWAY FOR 3.7 MILES AND TO THE
 DW0690'STATION ON THE RIGHT.
 DW0690'
 DW0690'STATION MARK IS A STANDARD USC AND GS TRIANGULATION BRASS
 DW0690'CAP, SET IN A 14 IN SQUARE CONCRETE POST, UP 0.2 FT, STAMPED,
 DW0690'MURREY 1949, 106 FT SOUTH OF THE OLD HIGHWAY, 65 FT WEST OF
 DW0690'A TRACK ROAD, AND MARKED BY A USC AND GS SURVEY SIGN.
 DW0690'
 DW0690'REFERENCE MARKS ARE STANDARD USC AND GS REFERENCE MARK
 DW0690'BRASS CAPS, SET IN 14 IN SQUARE CONCRETE POSTS, UP 0.2 FT,
 DW0690'STAMPED, MURREY NO 1 1949 AND MURREY NO 2 1949 AND DISTANT
 DW0690'RESPECTIVELY, 31 FT AND 33 FT FROM THE STATION.
 DW0690'
 DW0690'AZIMUTH MARK NOT FOUND.  MAY BE DESTROYED.
 DW0690
 DW0690                          STATION RECOVERY (1981)
 DW0690
 DW0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0690'THE STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DW0690
 DW0690                          STATION RECOVERY (1981)
 DW0690
 DW0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0690'THE STATION, RM 1 AND RM 2 WERE FOUND AS DESCRIBED.
 DW0690
 DW0690                          STATION RECOVERY (1981)
 DW0690
 DW0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0690'7.2 KM (4.5 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0690'95 OVERPASS IN QUARTZSITE, 0.5 KM (0.3 MI) EAST OF HIGHWAY MILEPOST
 DW0690'23, 113.4 METERS (372 FT) SOUTH ACROSS THE FRONTAGE ROAD FROM THE
 DW0690'CENTERLINE OF THE EAST-BOUND LANES, 32.3 METERS (106 FT) SOUTH OF THE
 DW0690'CENTERLINE OF THE FRONTAGE ROAD, 18.9 METERS (62.0 FT) WEST OF THE
 DW0690'CENTERLINE OF A DIRT ROAD LEADING SOUTH.
 DW0690'THE MARK IS 2.4 METERS  N FROM A WITNESS POST.
 DW0690'THE MARK IS 0.5 M ABOVE THE FRONTAGE ROAD.
 DW0690
 DW0690                          STATION RECOVERY (2004)
 DW0690
 DW0690'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DW0690'RECOVERED IN GOOD CONDITION.
 DW0690
 DW0690                          STATION RECOVERY (2008)
 DW0690
 DW0690'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DW0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0691 ***********************************************************************
 DW0691  DESIGNATION -  MURREY RM 1
 DW0691  PID         -  DW0691
 DW0691  STATE/COUNTY-  AZ/LA PAZ
 DW0691  USGS QUAD   -  QUARTZSITE (1990)
 DW0691
 DW0691                         *CURRENT SURVEY CONTROL
 DW0691  ___________________________________________________________________
 DW0691* NAD 83(1986)-  33 40 18.     (N)    114 08 30.     (W)     SCALED    
 DW0691* NAVD 88     -       349.951  (meters)    1148.13   (feet)  ADJUSTED  
 DW0691  ___________________________________________________________________
 DW0691  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DW0691  DYNAMIC HT  -         349.554 (meters)    1146.83  (feet)  COMP
 DW0691  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 DW0691
 DW0691  VERT ORDER  -  FIRST     CLASS II
 DW0691
 DW0691.The horizontal coordinates were scaled from a topographic map and have
 DW0691.an estimated accuracy of +/- 6 seconds.
 DW0691
 DW0691.The orthometric height was determined by differential leveling
 DW0691.and adjusted in June 1991.
 DW0691
 DW0691.The geoid height was determined by GEOID03.
 DW0691
 DW0691.The dynamic height is computed by dividing the NAVD 88
 DW0691.geopotential number by the normal gravity value computed on the
 DW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0691.degrees latitude (g = 980.6199 gals.).
 DW0691
 DW0691.The modeled gravity was interpolated from observed gravity values.
 DW0691
 DW0691;                    North         East    Units  Estimated Accuracy
 DW0691;SPC AZ W     -   296,320.      177,040.      MT  (+/- 180 meters Scaled)
 DW0691
 DW0691                          SUPERSEDED SURVEY CONTROL
 DW0691
 DW0691  NGVD 29 (??/??/??)  349.268  (m)         1145.89   (f) ADJUSTED    1 2
 DW0691
 DW0691.Superseded values are not recommended for survey control.
 DW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0691.See file dsdata.txt to determine how the superseded data were derived.
 DW0691
 DW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT650294(NAD 83)
 DW0691_MARKER: DR = REFERENCE MARK DISK
 DW0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0691_STAMPING: MURREY NO1 1949
 DW0691_MARK LOGO: CGS   
 DW0691_PROJECTION: PROJECTING 5 CENTIMETERS
 DW0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0691+STABILITY: SURFACE MOTION
 DW0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0691+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0691
 DW0691  HISTORY     - Date     Condition        Report By
 DW0691  HISTORY     - 1949     MONUMENTED       CGS
 DW0691  HISTORY     - 1962     GOOD             NGS
 DW0691  HISTORY     - 1981     GOOD             NGS
 DW0691  HISTORY     - 20090218 GOOD             GEOCAC
 DW0691
 DW0691                          STATION DESCRIPTION
 DW0691
 DW0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0691'5.4 MI E FROM QUARTZSITE.
 DW0691'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0691'OFFICE AT QUARTZSITE, THENCE 3.25 MILES EAST ALONG OLD U.S.
 DW0691'HIGHWAY 60, 216 FEET SOUTH OF U.S. HIGHWAY 60 AND 70 RIGHT OF
 DW0691'WAY FENCE, 137 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, 71
 DW0691'FEET WEST OF THE CENTER OF A GRAVEL ROAD SOUTH, 31.4 FEET SOUTH
 DW0691'OF TRIANGULATION STATION MURREY, 40.0 FEET SOUTH OF A WOODEN
 DW0691'WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY, AND IS SET IN TOP
 DW0691'OF A CONCRETE POST PROJECTING 1 INCH.
 DW0691
 DW0691                          STATION RECOVERY (1981)
 DW0691
 DW0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0691'7.2 KM (4.5 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0691'95 OVERPASS IN QUARTZSITE, 0.5 KM (0.3 MI) EAST OF HIGHWAY MILEPOST
 DW0691'23, 122.9 METERS (403 FT) SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 DW0691'LANES, 41.7 METERS (137 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE
 DW0691'ROAD, 21.6 METERS (71.0 FT) WEST OF THE CENTERLINE OF A DIRT ROAD
 DW0691'LEADING SOUTH, 9.5 METERS (31.4 FT) SOUTH OF THE TRIANGULATION
 DW0691'STATION.
 DW0691'THE MARK IS 12.2 METERS  S FROM A WITNESS POST.
 DW0691'THE MARK IS 0.5 M ABOVE THE FRONTAGE ROAD.
 DW0691
 DW0691                          STATION RECOVERY (2009)
 DW0691
 DW0691'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0692 ***********************************************************************
 DW0692  DESIGNATION -  MURREY RM 2
 DW0692  PID         -  DW0692
 DW0692  STATE/COUNTY-  AZ/LA PAZ
 DW0692  USGS QUAD   -  QUARTZSITE (1990)
 DW0692
 DW0692                         *CURRENT SURVEY CONTROL
 DW0692  ___________________________________________________________________
 DW0692* NAD 83(1986)-  33 40 19.     (N)    114 08 31.     (W)     SCALED    
 DW0692* NAVD 88     -       349.894  (meters)    1147.94   (feet)  ADJUSTED  
 DW0692  ___________________________________________________________________
 DW0692  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DW0692  DYNAMIC HT  -         349.498 (meters)    1146.64  (feet)  COMP
 DW0692  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 DW0692
 DW0692  VERT ORDER  -  FIRST     CLASS II
 DW0692
 DW0692.The horizontal coordinates were scaled from a topographic map and have
 DW0692.an estimated accuracy of +/- 6 seconds.
 DW0692
 DW0692.The orthometric height was determined by differential leveling
 DW0692.and adjusted in June 1991.
 DW0692
 DW0692.The geoid height was determined by GEOID03.
 DW0692
 DW0692.The dynamic height is computed by dividing the NAVD 88
 DW0692.geopotential number by the normal gravity value computed on the
 DW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0692.degrees latitude (g = 980.6199 gals.).
 DW0692
 DW0692.The modeled gravity was interpolated from observed gravity values.
 DW0692
 DW0692;                    North         East    Units  Estimated Accuracy
 DW0692;SPC AZ W     -   296,350.      177,010.      MT  (+/- 180 meters Scaled)
 DW0692
 DW0692                          SUPERSEDED SURVEY CONTROL
 DW0692
 DW0692  NGVD 29 (??/??/??)  349.212  (m)         1145.71   (f) ADJUSTED    1 2
 DW0692
 DW0692.Superseded values are not recommended for survey control.
 DW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0692.See file dsdata.txt to determine how the superseded data were derived.
 DW0692
 DW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT649294(NAD 83)
 DW0692_MARKER: DR = REFERENCE MARK DISK
 DW0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0692_STAMPING: MURREY NO 2 1949
 DW0692_MARK LOGO: CGS   
 DW0692_PROJECTION: PROJECTING 4 CENTIMETERS
 DW0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0692+STABILITY: SURFACE MOTION
 DW0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0692+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0692
 DW0692  HISTORY     - Date     Condition        Report By
 DW0692  HISTORY     - 1949     MONUMENTED       CGS
 DW0692  HISTORY     - 1962     GOOD             NGS
 DW0692  HISTORY     - 1981     GOOD             NGS
 DW0692  HISTORY     - 20090218 GOOD             GEOCAC
 DW0692
 DW0692                          STATION DESCRIPTION
 DW0692
 DW0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0692'5.4 MI E FROM QUARTZSITE.
 DW0692'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0692'OFFICE AT QUARTZSITE, THENCE 3.25 MILES EAST ALONG OLD U.S.
 DW0692'HIGHWAY 60, 188 FEET SOUTH OF U.S. HIGHWAY 60 AND 70 RIGHT OF
 DW0692'WAY FENCE, 110 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, 99
 DW0692'FEET WEST OF THE CENTER OF A GRAVEL ROAD SOUTH, 32.2 FEET WEST OF
 DW0692'TRIANGULATION STATION MURREY, 36.8 FEET SOUTHWEST OF A WOODEN
 DW0692'WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY, AND IS SET IN
 DW0692'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DW0692
 DW0692                          STATION RECOVERY (1981)
 DW0692
 DW0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0692'7.2 KM (4.5 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW0692'95 OVERPASS IN QUARTZSITE, 0.5 KM (0.3 MI) EAST OF HIGHWAY MILEPOST
 DW0692'23, 114.6 METERS (376 FT) SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 DW0692'LANES, 33.5 METERS (110 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE
 DW0692'ROAD, 30.2 METERS (99.0 FT) WEST OF THE CENTERLINE OF A DIRT ROAD
 DW0692'LEADING SOUTH, 9.8 METERS (32.2 FT) WEST OF THE TRIANGULATION STATION.
 DW0692'THE MARK IS 11.2 METERS  SW FROM A WITNESS POST.
 DW0692'THE MARK IS 0.5 M ABOVE THE FRONTAGE ROAD.
 DW0692
 DW0692                          STATION RECOVERY (2009)
 DW0692
 DW0692'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0974 ***********************************************************************
 FR0974  DESIGNATION -  MUSIC
 FR0974  PID         -  FR0974
 FR0974  STATE/COUNTY-  AZ/MOHAVE
 FR0974  USGS QUAD   -  ANTARES (1980)
 FR0974
 FR0974                         *CURRENT SURVEY CONTROL
 FR0974  ___________________________________________________________________
 FR0974* NAD 83(1992)-  35 29 25.87753(N)    113 46 08.89139(W)     ADJUSTED  
 FR0974* NAVD 88     -      1193.0    (meters)    3914.     (feet)  VERTCON   
 FR0974  ___________________________________________________________________
 FR0974  LAPLACE CORR-          10.31  (seconds)                    DEFLEC99
 FR0974  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FR0974  HORZ ORDER  -  SECOND
 FR0974
 FR0974.The horizontal coordinates were established by classical geodetic methods
 FR0974.and adjusted by the National Geodetic Survey in August 1993.
 FR0974
 FR0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0974
 FR0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0974
 FR0974.The geoid height was determined by GEOID03.
 FR0974
 FR0974;                    North         East     Units Scale Factor Converg.
 FR0974;SPC AZ W     -   498,006.492   211,623.669   MT  0.99993337   -0 00 40.0
 FR0974;SPC AZ W     - 1,633,879.57    694,303.38   iFT  0.99993337   -0 00 40.0
 FR0974;UTM  12      - 3,930,968.134   248,796.793   MT  1.00037771   -1 36 30.7
 FR0974
 FR0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0974!SPC AZ W     -   0.99981704  x   0.99993337  =   0.99975042
 FR0974!UTM  12      -   0.99981704  x   1.00037771  =   1.00019468
 FR0974
 FR0974:                Primary Azimuth Mark                     Grid Az
 FR0974:SPC AZ W     -  MUSIC AZ MK                              076 34 00.8
 FR0974:UTM  12      -  MUSIC AZ MK                              078 09 51.5
 FR0974
 FR0974|---------------------------------------------------------------------|
 FR0974| PID    Reference Object                     Distance      Geod. Az  |
 FR0974|                                                           dddmmss.s |
 FR0974| CH3758 MUSIC AZ MK                                        0763320.8 |
 FR0974| CH3759 MUSIC RM 1                           33.600 METERS 07940     |
 FR0974| CH3760 MUSIC RM 2                           16.577 METERS 21257     |
 FR0974|---------------------------------------------------------------------|
 FR0974
 FR0974                          SUPERSEDED SURVEY CONTROL
 FR0974
 FR0974  NAD 83(1986)-  35 29 25.87205(N)    113 46 08.89098(W) AD(       ) 2
 FR0974  NAD 27      -  35 29 25.90600(N)    113 46 06.09400(W) AD(       ) 2
 FR0974  NGVD 29 (07/19/86) 1192.2    (m)         3911.     (f) VERT ANG    3  
 FR0974
 FR0974.Superseded values are not recommended for survey control.
 FR0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0974.See file dsdata.txt to determine how the superseded data were derived.
 FR0974
 FR0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4879730968(NAD 83)
 FR0974_MARKER: DS = TRIANGULATION STATION DISK
 FR0974_SETTING: 66 = SET IN ROCK OUTCROP
 FR0974
 FR0974  HISTORY     - Date     Condition        Report By
 FR0974  HISTORY     - 1936     MONUMENTED       CGS
 FR0974  HISTORY     - 1948     SEE DESCRIPTION  CGS
 FR0974  HISTORY     - 1968     GOOD             AZHD
 FR0974  HISTORY     - 1968     GOOD             AMS
 FR0974
 FR0974                          STATION DESCRIPTION
 FR0974
 FR0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0974'STATION IS ON TOP OF A LONE, DETACHED MOUNTAIN IN HUALPAI VALEY,
 FR0974'ABOUT 10 MILES NORTH-NORTHWEST OF HACKBERRY, ABOUT 1 MILE
 FR0974'WEST OF BASE OF MOUNTAINS RUNNING NORTH FROM HACKBERRY AND ABOUT
 FR0974'2 MILES EAST OF HACKBERRY WASH.  STATION IS ON NORTHEAST AND
 FR0974'HIGHEST POINT OF MOUNTAIN AND SET ON TOP OF A SMALL ROCK
 FR0974'LEDGE WHICH IS HIGHEST POINT ON RIDGE.  MARK SET INTO A DRILL
 FR0974'HOLE IN ROCK OUTCROP.
 FR0974'
 FR0974'REFERENCE MARK NO. 1, SET INTO A DRILL HOLE IN ROCK OUTCROP, IS
 FR0974'EAST OF STATION AND SET ON
 FR0974'ROCK LEDGE AT A BREAK IN THE GRADE OF SLOPE AND ABOUT 3 FEET
 FR0974'HIGH.  REFERENCE MARK NO. 2, SET INTO A DRILL HOLE IN ROCK OUTCROP
 FR0974'IS SOUTHWEST OF STATION
 FR0974'AND SET ON ROCK LEDGE ON SOUTH SIDE OF MOUNTAIN, ABOUT 1 FOOT
 FR0974'ABOVE GROUND.  AZIMUTH MARK, SET INTO A DRILL HOLE IN A BOULDER
 FR0974'IS ABOUT 1/2 MILE EAST OF STATION, 1/4 MILE NORTH OF A ROCK CAIRN
 FR0974'ON WEST SIDE OF ROAD, 15 YARDS WEST OF THE ROAD, 28 YARDS NORTH OF
 FR0974'A SMALL WASH AND SET ON A BOULDER ABOUT 2 BY 3 FEET BY 1 FOOT HIGH.
 FR0974'
 FR0974'REACHED FROM HACKBERRY BY GOING NORTHWEST 1.9 MILES ON U.S.
 FR0974'HIGHWAY 66 FROM NORTHSIDE GARAGE TO RAILROAD GRADE CROSSING,
 FR0974'TURN RIGHT ON DESERT ROAD AND GO NORTHEAST AND THEN GENERALLY
 FR0974'NORTHWARD ALONG MAIN-TRAVELED ROAD 3.2 MILES, TAKE RIGHT FORK
 FR0974'AND GO NORTHEAST 0.3 MILE, CROSS HACKBERRY WASH, THEN FOLLOW
 FR0974'THE MAIN TRACKS NORTH AGAIN ALONG THE EAST SIDE OF THE VALLEY
 FR0974'1.0 MILE.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN TRACK ROAD,
 FR0974'HEADING FOR GAP EAST OF THE LONE MOUNTAIN 2.9 MILES TO THE
 FR0974'AZIMUTH MARK.  TURN LEFT HERE AND DRIVE ACROSS COUNTY ABOUT 0.3
 FR0974'MILE TO BASE OF MOUNTAIN.  STATION IS ABOUT 15 MINUTES PACK UP
 FR0974'RIDGE TO WEST.
 FR0974'
 FR0974'A 4-FOOT STAND WAS USED.
 FR0974
 FR0974                          STATION RECOVERY (1948)
 FR0974
 FR0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0974'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 FR0974'
 FR0974'THE STATION IS ABOUT 10 MILES AIRLINE NORTH-NORTHWEST OF
 FR0974'HACKBERRY, ABOUT 1 MILE WEST OF THE BASE OF THE MOUNTAINS,
 FR0974'AND ABOUT 2 MILES EAST OF HACKBERRY WASH, ON A LONE ROCKY HILL.
 FR0974'
 FR0974'TO REACH THE STATION FROM THE NORTHSIDE GARAGE IN HACKBERRY
 FR0974'GO WESTERLY ON U.S. HIGHWAY 66 TOWARDS KINGMAN FOR 1.9 ILES
 FR0974'TO A DIRT ROAD AND STEEL GATE ON THE RIGHT.  TURN RIGHT
 FR0974'PASSING THROUGH GATE AND CONTINUE NORTHERLY ON DIRT ROAD FOR
 FR0974'3.2 MILES TO A FORK.  KEEP RIGHT FORK FOR 0.3 MILE CROSSING
 FR0974'WASH.  CONTINUE ON MAIN ROAD NORTHERLY FOR 0.5 MILE TO A FORK
 FR0974'(RIGHT FORK LEADS TO CORRAL) KEEP STRAIGHT AHEAD FOR 0.5 MILE
 FR0974'TO A FORK.  KEEP RIGHT FORK HEADING FOR THE GAP EAST OF STATION
 FR0974'HILL WHICH CAN BE SEEN TO THE NORTH, FOR 0.2 MILE TO CROSS
 FR0974'ROAD.  CONTINUE STRAIGHT AHEAD NORTHEASTERLY FOR 2.9 MILES
 FR0974'TO A POINT JUST AFTER CROSSING A SMALL WASH AND THE ROAD
 FR0974'BENDS SLIGHTLY TO THE EAST, AND AZIMUTH MARK ON THE LEFT.
 FR0974'TURN LEFT OFF ROAD AND CONTINUE WESTERLY ACROSS COUNTRY FOR
 FR0974'ABOUT 0.4 MILE TO THE BASE OF THE HILL AND END OF TRUCK
 FR0974'TRAVEL.  BACK PACK UP RIDGE ABOUT 1/4 MILE TO THE HIGHEST
 FR0974'POINT AND STATION.
 FR0974'
 FR0974'THE STATION IS A STANDARD BRONZE DISK SET IN LEDGE OF OUTCROP
 FR0974'ON THE HIGHEST POINT OF THE HILL.  IT IS STAMPED MUSIC 1936.
 FR0974'
 FR0974'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0974'IN OUTCROP PROJECTING ABOUT 3-1/2 FEET, AND IS ABOUT 12 FEET LOWER
 FR0974'THAN THE STATION.  IT IS STAMPED MUSIC NO 1 1936.
 FR0974'
 FR0974'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0974'IN OUTCROP PROJECTING ABOUT 8 INCHES ON THE UPPER SIDE, AND
 FR0974'IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED MUSIC
 FR0974'NO 2 1936.
 FR0974'
 FR0974'THE AZIMUTH MARK IS A STANDARD BRONZE REFERENCE DISK SET IN
 FR0974'A 2 X 3 FOOT BOULDER PROJECTING ABOUT 1 FOOT, 1/2 MILE EAST
 FR0974'NORTHEAST OF THE STATION, 28 YARDS NORTH OF A SMALL WASH,
 FR0974'15 YARDS WEST OF THE ROAD AND NEAR A SMALL CAIRN, AT THE POINT
 FR0974'WHERE YOU LEAVE THE ROAD ON WAY TO STATION.  IT IS STAMPED
 FR0974'MUSIC 1936.
 FR0974
 FR0974                          STATION RECOVERY (1968)
 FR0974
 FR0974'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0974'TO REACH THE STATION. REFERENCE MARKS AND AZIMUTH MARK WERE ALL
 FR0974'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 FR0974
 FR0974                          STATION RECOVERY (1968)
 FR0974
 FR0974'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JMW)
 FR0974'THE STATION MARK, AZIMUTH MARK, RMS NO. 1 AND 2 WERE RECOVERED AS
 FR0974'DESCRIBED.  DESCRIPTION ADEQUATE.
 FR0974'
 FR0974'CHECK DISTANCE TO RMS.
 FR0974'CHECK (SLOPE) R. M. NO. 1 = 33.745 M. PUBLISHED 33.600 M.
 FR0974'CHECK (SLOPE) R. M. NO. 2 = 16.735 M. PUBLISHED 16.577 M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5954 ***********************************************************************
 DG5954  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5954  DESIGNATION -  MUSIC MOUNTAIN MINE
 DG5954  PID         -  DG5954
 DG5954  STATE/COUNTY-  AZ/MOHAVE
 DG5954  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 DG5954
 DG5954                         *CURRENT SURVEY CONTROL
 DG5954  ___________________________________________________________________
 DG5954* NAD 83(2007)-  35 38 39.31111(N)    113 55 51.26672(W)     ADJUSTED  
 DG5954* NAVD 88     -       909.00   (meters)    2982.3    (feet)  GPS OBS   
 DG5954  ___________________________________________________________________
 DG5954  EPOCH DATE  -        2007.00
 DG5954  X           -  -2,105,169.976 (meters)                     COMP
 DG5954  Y           -  -4,743,675.950 (meters)                     COMP
 DG5954  Z           -   3,696,700.029 (meters)                     COMP
 DG5954  LAPLACE CORR-           9.83  (seconds)                    DEFLEC99
 DG5954  ELLIP HEIGHT-         881.706 (meters)          (02/10/07) ADJUSTED
 DG5954  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DG5954
 DG5954  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5954  Type    PID    Designation                      North   East  Ellip
 DG5954  -------------------------------------------------------------------
 DG5954  NETWORK DG5954 MUSIC MOUNTAIN MINE               0.31   0.25   0.78
 DG5954  -------------------------------------------------------------------
 DG5954
 DG5954.The horizontal coordinates were established by GPS observations
 DG5954.and adjusted by the National Geodetic Survey in February 2007.
 DG5954
 DG5954.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5954.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5954.The horizontal coordinates are valid at the epoch date displayed above.
 DG5954.The epoch date for horizontal control is a decimal equivalence
 DG5954.of Year/Month/Day.
 DG5954
 DG5954.The orthometric height was determined by GPS observations and a
 DG5954.high-resolution geoid model.
 DG5954.The orthometric height was determined by GPS observations and a
 DG5954.high-resolution geoid model using precise GPS observation and
 DG5954.processing techniques.
 DG5954
 DG5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5954
 DG5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5954
 DG5954.The ellipsoidal height was determined by GPS observations
 DG5954.and is referenced to NAD 83.
 DG5954
 DG5954.The geoid height was determined by GEOID03.
 DG5954
 DG5954;                    North         East     Units Scale Factor Converg.
 DG5954;SPC AZ W     -   515,076.929   196,976.861   MT  0.99993664   -0 06 19.5
 DG5954;SPC AZ W     - 1,689,884.94    646,249.54   iFT  0.99993664   -0 06 19.5
 DG5954;UTM  12      - 3,948,449.521   234,625.567   MT  1.00046791   -1 42 32.4
 DG5954;UTM  11      - 3,948,831.758   777,889.973   MT  1.00055172   +1 47 22.8
 DG5954
 DG5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5954!SPC AZ W     -   0.99986163  x   0.99993664  =   0.99979828
 DG5954!UTM  12      -   0.99986163  x   1.00046791  =   1.00032948
 DG5954!UTM  11      -   0.99986163  x   1.00055172  =   1.00041327
 DG5954
 DG5954                          SUPERSEDED SURVEY CONTROL
 DG5954
 DG5954  NAD 83(1992)-  35 38 39.31086(N)    113 55 51.26639(W) AD(       ) A
 DG5954  ELLIP H (06/28/04)  881.712  (m)                       GP(       ) 3 2
 DG5954
 DG5954.Superseded values are not recommended for survey control.
 DG5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5954.See file dsdata.txt to determine how the superseded data were derived.
 DG5954
 DG5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3462648450(NAD 83)
 DG5954_MARKER: Z = SEE DESCRIPTION
 DG5954_SETTING: 66 = SET IN ROCK OUTCROP
 DG5954_MARK LOGO: NONE  
 DG5954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5954+STABILITY: POSITION/ELEVATION WELL
 DG5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5954+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 DG5954
 DG5954  HISTORY     - Date     Condition        Report By
 DG5954  HISTORY     - 20030528 MONUMENTED       GRANCN
 DG5954  HISTORY     - 20050401 GOOD             GRANCN
 DG5954  HISTORY     - 20080619 GOOD             GEOANA
 DG5954
 DG5954                          STATION DESCRIPTION
 DG5954
 DG5954'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (DHM)
 DG5954'FROM THE INTERSTATE 40 AND ARIZONA STATE ROUTE 66 INTERSECTION IN
 DG5954'KINGMAN, AZ, FOLLOW RTE 66  NORTHEAST 18.5 MILES TO ANTERES ROAD. TURN
 DG5954'LEFT (NORTH) ON ANTERES ROAD AND FOLLOW ROAD 20  MILES, JUST PAST THE
 DG5954'MUSIC MOUNTAIN MINE. VEER RIGHT AT THE BEND IN THE ROAD, VEER RIGHT
 DG5954'TWO  MORE TIMES TO STATION.
 DG5954' 
 DG5954'STATION IS A 5/8 INCH DIMPLED STAINLESS STEEL PIN CEMENTED INTO
 DG5954'BEDROCK OUTCROP AND EXPOSED BY  APPROXIMATELY 5CM.
 DG5954
 DG5954                          STATION RECOVERY (2005)
 DG5954
 DG5954'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5954'RECOVERED AS DESCRIBED
 DG5954
 DG5954                          STATION RECOVERY (2008)
 DG5954
 DG5954'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 DG5954'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1844 ***********************************************************************
 DU1844  DESIGNATION -  MUSTANG
 DU1844  PID         -  DU1844
 DU1844  STATE/COUNTY-  AZ/GILA
 DU1844  USGS QUAD   -  PICACHO COLORADO (1988)
 DU1844
 DU1844                         *CURRENT SURVEY CONTROL
 DU1844  ___________________________________________________________________
 DU1844* NAD 83(1992)-  33 50 43.52013(N)    110 43 32.12148(W)     ADJUSTED  
 DU1844* NAVD 88     -      1881.7    (meters)    6174.     (feet)  VERTCON   
 DU1844  ___________________________________________________________________
 DU1844  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DU1844  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DU1844  HORZ ORDER  -  THIRD
 DU1844
 DU1844.The horizontal coordinates were established by classical geodetic methods
 DU1844.and adjusted by the National Geodetic Survey in August 1993.
 DU1844
 DU1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1844
 DU1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1844
 DU1844.The geoid height was determined by GEOID03.
 DU1844
 DU1844;                    North         East     Units Scale Factor Converg.
 DU1844;SPC AZ E     -   315,650.163   161,635.568   MT  0.99993297   -0 18 40.7
 DU1844;SPC AZ E     - 1,035,597.65    530,300.42   iFT  0.99993297   -0 18 40.7
 DU1844;UTM  12      - 3,745,050.779   525,387.080   MT  0.99960794   +0 09 10.2
 DU1844
 DU1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1844!SPC AZ E     -   0.99970876  x   0.99993297  =   0.99964175
 DU1844!UTM  12      -   0.99970876  x   0.99960794  =   0.99931681
 DU1844
 DU1844|---------------------------------------------------------------------|
 DU1844| PID    Reference Object                     Distance      Geod. Az  |
 DU1844|                                                           dddmmss.s |
 DU1844| DU1871 MUSTANG RM 2                          8.196 METERS 06522     |
 DU1844| DU1839 DIVIDE                              APPROX. 8.9 KM 1852712.2 |
 DU1844| DU1870 MUSTANG RM 1                         13.862 METERS 34633     |
 DU1844|---------------------------------------------------------------------|
 DU1844
 DU1844                          SUPERSEDED SURVEY CONTROL
 DU1844
 DU1844  NAD 83(1986)-  33 50 43.51487(N)    110 43 32.12418(W) AD(       ) 3
 DU1844  NGVD 29 (09/20/88) 1881.0    (m)         6171.     (f) VERT ANG    3  
 DU1844
 DU1844.Superseded values are not recommended for survey control.
 DU1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1844.See file dsdata.txt to determine how the superseded data were derived.
 DU1844
 DU1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2538745051(NAD 83)
 DU1844_MARKER: DS = TRIANGULATION STATION DISK
 DU1844_SETTING: 80 = SET IN A BOULDER
 DU1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1844+STABILITY: SURFACE MOTION
 DU1844
 DU1844  HISTORY     - Date     Condition        Report By
 DU1844  HISTORY     - 1947     MONUMENTED       USGS
 DU1844
 DU1844                          STATION DESCRIPTION
 DU1844
 DU1844'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DU1844'LOCATED ABOUT 28 MI N. OF GLOBE, 21 MI SE. OF YOUNG, 3.5 MI E. OF
 DU1844'SOMBRERO BUTTE, ALONG MUSTANG RIDGE.
 DU1844'
 DU1844'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.2 MI W. ON U.S. HWY. 60.
 DU1844'TURN RIGHT ON APACHE TRAIL RD. 14.7 MI N. TO FORKS.  TAKE RIGHT
 DU1844'FORK LEADING TO YOUNG 6.8 MI TO T-RD. AND SIGNPOST.  TURN RIGHT
 DU1844'13.9 MI E. TO GLENN R. ELLISON RANCH (HORSES MAY BE HIRED FROM
 DU1844'MR. ELLISON).  CONTINUE BY HORSE ON CHERRY CREEK RD. 1.75 MI N.
 DU1844'GO 1 MI NE. UP BLADDER WASH.  GO LEFT UP GRANITE BASIN WASH ABOUT
 DU1844'2 MI.  GO 0.5 MI E. AND PASS THOUGH GATE ONTO APACHE INDIAN
 DU1844'RESERVATION.  GO 1.5 MI NE. THROUGH SADDLE INTO SOLDIER CREEK.
 DU1844'CONTINUE UP CREEK 1 MI N.  TURN E. THROUGH SADDLE INTO HARDLUCK
 DU1844'CANYON.  STATION IS ON TOP OF LARGE BLUFF FACED WITH RIM ROCK ON
 DU1844'S.  HORSES MAY BE TAKEN TO BASE OF RIM ROCK.  CONTINUE ON FOOT
 DU1844'THROUGH EITHER OF TWO BRUSHY OPENINGS IN THE CLIFF FACE TO TOP
 DU1844'AND STATION.  ABOUT 5 HOURS BY HORSE FROM ELLISON RANCH.
 DU1844'
 DU1844'STATION MARK--STANDARD TABLET STAMPED---MUSTANG 1947---, CEMENTED
 DU1844'IN LARGE ROCK.
 DU1844'
 DU1844'RM 1--COPPER NAIL AND WASHER IN BLAZED, 14-INCH JUNIPER.
 DU1844'
 DU1844'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0009 ***********************************************************************
 EU0009  DESIGNATION -  N
 EU0009  PID         -  EU0009
 EU0009  STATE/COUNTY-  AZ/MOHAVE
 EU0009  USGS QUAD   -  YUCCA (1970)
 EU0009
 EU0009                         *CURRENT SURVEY CONTROL
 EU0009  ___________________________________________________________________
 EU0009* NAD 83(1986)-  34 50 57.     (N)    114 09 34.     (W)     SCALED    
 EU0009* NAVD 88     -       516.58   (+/-2cm)    1694.8    (feet)  VERTCON   
 EU0009  ___________________________________________________________________
 EU0009  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 EU0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0009
 EU0009.The horizontal coordinates were scaled from a topographic map and have
 EU0009.an estimated accuracy of +/- 6 seconds.
 EU0009
 EU0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0009.The vertical order pertains to the NGVD 29 superseded value.
 EU0009
 EU0009.The geoid height was determined by GEOID03.
 EU0009
 EU0009;                    North         East    Units  Estimated Accuracy
 EU0009;SPC AZ W     -   426,930.      175,920.      MT  (+/- 180 meters Scaled)
 EU0009
 EU0009                          SUPERSEDED SURVEY CONTROL
 EU0009
 EU0009  NGVD 29 (??/??/??)  515.857  (m)         1692.44   (f) ADJUSTED    1 2
 EU0009
 EU0009.Superseded values are not recommended for survey control.
 EU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0009.See file dsdata.txt to determine how the superseded data were derived.
 EU0009
 EU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU597599(NAD 83)
 EU0009_MARKER: Z = SEE DESCRIPTION
 EU0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0009_SP_SET: ABUTMENT
 EU0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0009
 EU0009  HISTORY     - Date     Condition        Report By
 EU0009  HISTORY     - UNK      MONUMENTED       CGS
 EU0009  HISTORY     - 1961     GOOD             NGS
 EU0009
 EU0009                          STATION DESCRIPTION
 EU0009
 EU0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0009'1.8 MI S FROM YUCCA.
 EU0009'ABOUT 1.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0009'RAILWAY FROM THE STATION AT YUCCA, MOHAVE COUNTY, ABOUT 1-1/2
 EU0009'POLES NORTH OF MILEPOST 542, AT BRIDGE C 542, IN TOP OF THE WEST
 EU0009'END OF THE SOUTH ABUTMENT, 1.1 FEET FROM THE FACE, 1.3 FEET FROM
 EU0009'THE END, AND 8 1/2 FEET WEST OF THE CENTER LINE OF THE TRACK,
 EU0009'THE BOTTOM OF A SQUARE HOLE LETTERED US.  NOTE-- THE MARK WAS
 EU0009'NOT LEVELED TO AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0514 ***********************************************************************
 FR0514  DESIGNATION -  N 1
 FR0514  PID         -  FR0514
 FR0514  STATE/COUNTY-  AZ/MOHAVE
 FR0514  USGS QUAD   -  VALENTINE (1980)
 FR0514
 FR0514                         *CURRENT SURVEY CONTROL
 FR0514  ___________________________________________________________________
 FR0514* NAD 83(1986)-  35 23 14.     (N)    113 39 39.     (W)     SCALED    
 FR0514* NAVD 88     -      1165.255  (meters)    3823.01   (feet)  POSTED    
 FR0514  ___________________________________________________________________
 FR0514  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FR0514  DYNAMIC HT  -        1163.840 (meters)    3818.37  (feet)  COMP
 FR0514  MODELED GRAV-     979,377.5   (mgal)                       NAVD 88
 FR0514
 FR0514  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0514
 FR0514.The horizontal coordinates were scaled from a topographic map and have
 FR0514.an estimated accuracy of +/- 6 seconds.
 FR0514
 FR0514.The orthometric height was determined by differential leveling
 FR0514.and adjusted by the  in 1992.
 FR0514.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0514.rate of 0.0 thru 1.0 mm/km.
 FR0514
 FR0514.The geoid height was determined by GEOID03.
 FR0514
 FR0514.The dynamic height is computed by dividing the NAVD 88
 FR0514.geopotential number by the normal gravity value computed on the
 FR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0514.degrees latitude (g = 980.6199 gals.).
 FR0514
 FR0514.The modeled gravity was interpolated from observed gravity values.
 FR0514
 FR0514;                    North         East    Units  Estimated Accuracy
 FR0514;SPC AZ W     -   486,550.      221,460.      MT  (+/- 180 meters Scaled)
 FR0514
 FR0514                          SUPERSEDED SURVEY CONTROL
 FR0514
 FR0514  NGVD 29 (??/??/92) 1164.419  (m)         3820.26   (f) ADJ UNCH    1 2
 FR0514
 FR0514.Superseded values are not recommended for survey control.
 FR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0514.See file dsdata.txt to determine how the superseded data were derived.
 FR0514
 FR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE583192(NAD 83)
 FR0514_MARKER: DB = BENCH MARK DISK
 FR0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0514_SP_SET: FOUNDATION
 FR0514_STAMPING: ELEV. 3820.265 FT
 FR0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0514
 FR0514  HISTORY     - Date     Condition        Report By
 FR0514  HISTORY     - UNK      MONUMENTED       CGS
 FR0514  HISTORY     - 1935     GOOD             NGS
 FR0514  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0514
 FR0514                          STATION DESCRIPTION
 FR0514
 FR0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0514'IN VALENTINE.
 FR0514'AT VALENTINE, MOHAVE COUNTY, AT THE TRUXTON CANYON INDIAN SCHOOL, IN
 FR0514'THE EAST MASONRY FOUNDATION OF THE MAIN DORMITORY, 1-1/2 FEET NORTH OF
 FR0514'THE SOUTHEAST CORNER OF THE OLD PART OF THE BUILDING, AND 3-1/2 FEET
 FR0514'ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV. 3820.265 FT. AND SET
 FR0514'VERTICALLY.
 FR0514
 FR0514                          STATION RECOVERY (1982)
 FR0514
 FR0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0514'NOT RECOVERED. BUILDING TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0160 ***********************************************************************
 EU0160  DESIGNATION -  N 1
 EU0160  PID         -  EU0160
 EU0160  STATE/COUNTY-  AZ/LA PAZ
 EU0160  USGS QUAD   -  PARKER SE (1970)
 EU0160
 EU0160                         *CURRENT SURVEY CONTROL
 EU0160  ___________________________________________________________________
 EU0160* NAD 83(1986)-  34 06 32.     (N)    114 16 28.     (W)     SCALED    
 EU0160* NAVD 88     -       140.62   (+/-2cm)     461.4    (feet)  VERTCON   
 EU0160  ___________________________________________________________________
 EU0160  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EU0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0160
 EU0160.The horizontal coordinates were scaled from a topographic map and have
 EU0160.an estimated accuracy of +/- 6 seconds.
 EU0160
 EU0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0160.The vertical order pertains to the NGVD 29 superseded value.
 EU0160
 EU0160.The geoid height was determined by GEOID03.
 EU0160
 EU0160;                    North         East    Units  Estimated Accuracy
 EU0160;SPC AZ W     -   344,870.      164,970.      MT  (+/- 180 meters Scaled)
 EU0160
 EU0160                          SUPERSEDED SURVEY CONTROL
 EU0160
 EU0160  NGVD 29 (??/??/??)  140.028  (m)          459.41   (f) ADJUSTED    2 0
 EU0160
 EU0160.Superseded values are not recommended for survey control.
 EU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0160.See file dsdata.txt to determine how the superseded data were derived.
 EU0160
 EU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT514775(NAD 83)
 EU0160_MARKER: DD = SURVEY DISK
 EU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0160_STAMPING: N 1 1926
 EU0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0160+STABILITY: SURFACE MOTION
 EU0160
 EU0160  HISTORY     - Date     Condition        Report By
 EU0160  HISTORY     - 1926     MONUMENTED       CGS
 EU0160  HISTORY     - 1935     GOOD             NGS
 EU0160
 EU0160                          STATION DESCRIPTION
 EU0160
 EU0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0160'2.8 MI SE FROM PARKER.
 EU0160'ABOUT 2.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0160'FE RAILWAY FROM THE STATION AT PARKER, YUMA COUNTY, ABOUT 65
 EU0160'FEET SOUTH OF MILEPOST 103, 36 FEET WEST OF THE CENTER LINE
 EU0160'OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A UNITED STATES
 EU0160'GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 1 1926 AND SET IN
 EU0160'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0209 ***********************************************************************
 CG0209  DESIGNATION -  N 1 A
 CG0209  PID         -  CG0209
 CG0209  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0209  USGS QUAD   -  NOGALES (1981)
 CG0209
 CG0209                         *CURRENT SURVEY CONTROL
 CG0209  ___________________________________________________________________
 CG0209* NAD 83(1986)-  31 20 36.     (N)    110 55 54.     (W)     SCALED    
 CG0209* NAVD 88     -      1166.249  (meters)    3826.27   (feet)  ADJUSTED  
 CG0209  ___________________________________________________________________
 CG0209  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0209  DYNAMIC HT  -        1164.436 (meters)    3820.32  (feet)  COMP
 CG0209  MODELED GRAV-     979,046.1   (mgal)                       NAVD 88
 CG0209
 CG0209  VERT ORDER  -  FIRST     CLASS II
 CG0209
 CG0209.The horizontal coordinates were scaled from a topographic map and have
 CG0209.an estimated accuracy of +/- 6 seconds.
 CG0209
 CG0209.The orthometric height was determined by differential leveling
 CG0209.and adjusted in June 1991.
 CG0209
 CG0209.The geoid height was determined by GEOID03.
 CG0209
 CG0209.The dynamic height is computed by dividing the NAVD 88
 CG0209.geopotential number by the normal gravity value computed on the
 CG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0209.degrees latitude (g = 980.6199 gals.).
 CG0209
 CG0209.The modeled gravity was interpolated from observed gravity values.
 CG0209
 CG0209;                    North         East    Units  Estimated Accuracy
 CG0209;SPC AZ C     -    38,480.      307,090.      MT  (+/- 180 meters Scaled)
 CG0209
 CG0209                          SUPERSEDED SURVEY CONTROL
 CG0209
 CG0209  NGVD 29 (??/??/92) 1165.334  (m)         3823.27   (f) ADJ UNCH    1 2
 CG0209
 CG0209.Superseded values are not recommended for survey control.
 CG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0209.See file dsdata.txt to determine how the superseded data were derived.
 CG0209
 CG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV065676(NAD 83)
 CG0209_MARKER: DD = SURVEY DISK
 CG0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0209_SP_SET: CURB
 CG0209_STAMPING: N-1A 1953
 CG0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0209
 CG0209  HISTORY     - Date     Condition        Report By
 CG0209  HISTORY     - 1953     MONUMENTED       IAGS
 CG0209  HISTORY     - 1953     GOOD             NGS
 CG0209  HISTORY     - 1980     GOOD             NGS
 CG0209
 CG0209                          STATION DESCRIPTION
 CG0209
 CG0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0209'0.9 MI NE FROM NOGALES.
 CG0209'0.9 MILE NORTHEAST ALONG U. S. HIGHWAY 89 (GRAND AVENUE) FROM THE
 CG0209'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NOGALES, 0.5 MILE
 CG0209'NORTHEAST OF THE POST OFFICE, AT THE T JUNCTION OF STATE HIGHWAY 82,
 CG0209'AT A CONCRETE BRIDGE OVER A DRAINAGE CANAL, IN THE TOP OF THE
 CG0209'NORTHWEST END OF THE SOUTHWEST CONCRETE CURB, 59.5 FEET SOUTHEAST OF
 CG0209'THE CENTER LINE OF U. S. HIGHWAY 89, 32.7 FEET SOUTHWEST OF THE CENTER
 CG0209'LINE OF STATE HIGHWAY 82, 12.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 CG0209'THE SOUTHERN PACIFIC COMPANY RAILROAD, AND ABOUT LEVEL WITH U. S.
 CG0209'HIGHWAY 89.
 CG0209
 CG0209                          STATION RECOVERY (1980)
 CG0209
 CG0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0209'1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0209'FROM THE COUNTY COURTHOUSE IN NOGALES, AT THE CROSSING OF A SHORT
 CG0209'STREET CONNECTING U. S. HIGHWAY 89 (GRAND AVENUE) AND MORLEY
 CG0209'AVENUES, AT A CONCRETE BRIDGE OVER NOGALES WASH, IN TOP OF THE WEST
 CG0209'CORNER OF THE SOUTHWEST CONCRETE CURB BETWEEN JEFFERSON AND MADISON
 CG0209'STREETS, 3.8 METERS (12.7 FEET) SOUTHEAST OF THE SOUTHEAST RAIL.
 CG0209'THE MARK IS 0.1 M ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0208 ***********************************************************************
 CG0208  DESIGNATION -  N 1 B
 CG0208  PID         -  CG0208
 CG0208  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0208  USGS QUAD   -  NOGALES (1981)
 CG0208
 CG0208                         *CURRENT SURVEY CONTROL
 CG0208  ___________________________________________________________________
 CG0208* NAD 83(1986)-  31 20 48.     (N)    110 55 50.     (W)     SCALED    
 CG0208* NAVD 88     -      1161.399  (meters)    3810.36   (feet)  ADJUSTED  
 CG0208  ___________________________________________________________________
 CG0208  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0208  DYNAMIC HT  -        1159.593 (meters)    3804.43  (feet)  COMP
 CG0208  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 CG0208
 CG0208  VERT ORDER  -  FIRST     CLASS II
 CG0208
 CG0208.The horizontal coordinates were scaled from a topographic map and have
 CG0208.an estimated accuracy of +/- 6 seconds.
 CG0208
 CG0208.The orthometric height was determined by differential leveling
 CG0208.and adjusted in June 1991.
 CG0208
 CG0208.The geoid height was determined by GEOID03.
 CG0208
 CG0208.The dynamic height is computed by dividing the NAVD 88
 CG0208.geopotential number by the normal gravity value computed on the
 CG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0208.degrees latitude (g = 980.6199 gals.).
 CG0208
 CG0208.The modeled gravity was interpolated from observed gravity values.
 CG0208
 CG0208;                    North         East    Units  Estimated Accuracy
 CG0208;SPC AZ C     -    38,850.      307,190.      MT  (+/- 180 meters Scaled)
 CG0208
 CG0208                          SUPERSEDED SURVEY CONTROL
 CG0208
 CG0208  NGVD 29 (??/??/92) 1160.485  (m)         3807.36   (f) ADJ UNCH    1 2
 CG0208
 CG0208.Superseded values are not recommended for survey control.
 CG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0208.See file dsdata.txt to determine how the superseded data were derived.
 CG0208
 CG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV066680(NAD 83)
 CG0208_MARKER: DD = SURVEY DISK
 CG0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0208_SP_SET: CURB
 CG0208_STAMPING: N-1 B 1953
 CG0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0208
 CG0208  HISTORY     - Date     Condition        Report By
 CG0208  HISTORY     - 1953     MONUMENTED       IAGS
 CG0208  HISTORY     - 1954     GOOD             NGS
 CG0208  HISTORY     - 1980     GOOD             NGS
 CG0208
 CG0208                          STATION DESCRIPTION
 CG0208
 CG0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0208'1.2 MI NE FROM NOGALES.
 CG0208'1.2 MILES NORTHEAST ALONG U. S. HIGHWAY 89 (GRAND AVENUE) FROM THE
 CG0208'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NOGALES, AT THE T
 CG0208'JUNCTION OF MARTINEZ AVENUE, AT THE DRIVEWAY ENTRANCE TO MISSION
 CG0208'MOTEL, IN THE TOP OF THE SOUTH CONCRETE CURB OF THE DRIVEWAY, 15.0
 CG0208'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 8.6 FEET EAST OF THE
 CG0208'EAST CURB OF THE HIGHWAY, 1.6 FEET WEST OF THE NORTHWEST CORNER OF THE
 CG0208'MOTEL OFFICE, AND ABOUT LEVEL WITH THE HIGHWAY.
 CG0208
 CG0208                          STATION RECOVERY (1980)
 CG0208
 CG0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0208'1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0208'FROM THE COUNTY COURTHOUSE IN NOGALES, THENCE 0.4 KILOMETER (0.3 MILE)
 CG0208'NORTH ALONG U. S. HIGHWAY 89 (GRAND AVENUE), IN TOP OF THE SOUTH
 CG0208'CONCRETE CURB OF THE ENTRANCE TO THE MISSION MOTEL AT 863 GRAND
 CG0208'AVENUE, IN LINE WITH THE CENTER OF MARTINEZ STREET LEADING WEST,
 CG0208'2.6 METERS (8.6 FEET) EAST OF THE EAST CURB OF GRAND AVENUE AND
 CG0208'0.5 METER (1.7 FEET) WEST OF THE NORTHWEST CORNER OF THE MOTEL OFFICE.
 CG0208'THE MARK IS 0.2 M ABOVE GRAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0831 ***********************************************************************
 DV0831  DESIGNATION -  N 10
 DV0831  PID         -  DV0831
 DV0831  STATE/COUNTY-  AZ/MARICOPA
 DV0831  USGS QUAD   -  ARLINGTON (1984)
 DV0831
 DV0831                         *CURRENT SURVEY CONTROL
 DV0831  ___________________________________________________________________
 DV0831* NAD 83(1986)-  33 21 32.     (N)    112 45 26.     (W)     SCALED    
 DV0831* NAVD 88     -       275.026  (meters)     902.31   (feet)  ADJUSTED  
 DV0831  ___________________________________________________________________
 DV0831  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0831  DYNAMIC HT  -         274.708 (meters)     901.27  (feet)  COMP
 DV0831  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 DV0831
 DV0831  VERT ORDER  -  FIRST     CLASS II
 DV0831
 DV0831.The horizontal coordinates were scaled from a topographic map and have
 DV0831.an estimated accuracy of +/- 6 seconds.
 DV0831
 DV0831.The orthometric height was determined by differential leveling
 DV0831.and adjusted in June 1991.
 DV0831
 DV0831.The geoid height was determined by GEOID03.
 DV0831
 DV0831.The dynamic height is computed by dividing the NAVD 88
 DV0831.geopotential number by the normal gravity value computed on the
 DV0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0831.degrees latitude (g = 980.6199 gals.).
 DV0831
 DV0831.The modeled gravity was interpolated from observed gravity values.
 DV0831
 DV0831;                    North         East    Units  Estimated Accuracy
 DV0831;SPC AZ C     -   261,870.      135,130.      MT  (+/- 180 meters Scaled)
 DV0831
 DV0831                          SUPERSEDED SURVEY CONTROL
 DV0831
 DV0831  NGVD 29 (??/??/92)  274.401  (m)          900.26   (f) ADJ UNCH    1 2
 DV0831
 DV0831.Superseded values are not recommended for survey control.
 DV0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0831.See file dsdata.txt to determine how the superseded data were derived.
 DV0831
 DV0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB365924(NAD 83)
 DV0831_MARKER: DB = BENCH MARK DISK
 DV0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0831_SP_SET: MONUMENT
 DV0831_STAMPING: 900.264 N 10 1927
 DV0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0831
 DV0831  HISTORY     - Date     Condition        Report By
 DV0831  HISTORY     - 1927     MONUMENTED       CGS
 DV0831  HISTORY     - 1934     GOOD             NGS
 DV0831  HISTORY     - 1981     GOOD             NGS
 DV0831
 DV0831                          STATION DESCRIPTION
 DV0831
 DV0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV0831'2.0 MI W FROM HASSAYAMPA.
 DV0831'2 MILES WEST OF HASSAYAMPA RR. SWITCH.  BRONZE DISC SET IN STANDARD
 DV0831'CONCRETE MONUMENT 100 FEET SOUTH OF THE SOUTHERN PACIFIC RR. TRACKS,
 DV0831'AND JUST INSIDE THE RIGHT-OF-WAY FENCE LINE.  12 1/2 TELEPHONE POLES
 DV0831'WEST OF MILEPOST 866.  90 FEET WEST OF CONCRETE TELEPHONE BOOTH.  675
 DV0831'FEET WEST OF SIGNBOARD DIXIE.  350 FEET EAST OF SECTION TOOL HOUSE. AT
 DV0831'SIDING DIXIE.  MARK IS 1 FOOT ABOVE GROUND LEVEL, AND 3 FEET BELOW
 DV0831'TRACK LEVEL.  MARK IS ON THE S.P. RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
 DV0831
 DV0831                          STATION RECOVERY (1934)
 DV0831
 DV0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DV0831'RECOVERED IN GOOD CONDITION.
 DV0831
 DV0831                          STATION RECOVERY (1981)
 DV0831
 DV0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0344 ***********************************************************************
 DU0344  DESIGNATION -  N 101
 DU0344  PID         -  DU0344
 DU0344  STATE/COUNTY-  AZ/GILA
 DU0344  USGS QUAD   -  CHRYSOTILE (1966)
 DU0344
 DU0344                         *CURRENT SURVEY CONTROL
 DU0344  ___________________________________________________________________
 DU0344* NAD 83(1986)-  33 38 50.     (N)    110 34 45.     (W)     SCALED    
 DU0344* NAVD 88     -      1696.545  (meters)    5566.08   (feet)  ADJUSTED  
 DU0344  ___________________________________________________________________
 DU0344  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DU0344  DYNAMIC HT  -        1694.123 (meters)    5558.14  (feet)  COMP
 DU0344  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 DU0344
 DU0344  VERT ORDER  -  SECOND    CLASS 0
 DU0344
 DU0344.The horizontal coordinates were scaled from a topographic map and have
 DU0344.an estimated accuracy of +/- 6 seconds.
 DU0344
 DU0344.The orthometric height was determined by differential leveling
 DU0344.and adjusted in June 1991.
 DU0344
 DU0344.The geoid height was determined by GEOID03.
 DU0344
 DU0344.The dynamic height is computed by dividing the NAVD 88
 DU0344.geopotential number by the normal gravity value computed on the
 DU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0344.degrees latitude (g = 980.6199 gals.).
 DU0344
 DU0344.The modeled gravity was interpolated from observed gravity values.
 DU0344
 DU0344;                    North         East    Units  Estimated Accuracy
 DU0344;SPC AZ E     -   293,600.      175,100.      MT  (+/- 180 meters Scaled)
 DU0344
 DU0344                          SUPERSEDED SURVEY CONTROL
 DU0344
 DU0344  NGVD 29 (??/??/92) 1695.837  (m)         5563.76   (f) ADJ UNCH    2 0
 DU0344
 DU0344.Superseded values are not recommended for survey control.
 DU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0344.See file dsdata.txt to determine how the superseded data were derived.
 DU0344
 DU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC390231(NAD 83)
 DU0344_MARKER: DD = SURVEY DISK
 DU0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0344_STAMPING: N 101 1935
 DU0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0344+STABILITY: SURFACE MOTION
 DU0344
 DU0344  HISTORY     - Date     Condition        Report By
 DU0344  HISTORY     - 1935     MONUMENTED       USFS
 DU0344  HISTORY     - 1966     GOOD             USGS
 DU0344  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0344
 DU0344                          STATION DESCRIPTION
 DU0344
 DU0344'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0344'23.6 MI NE FROM GLOBE.
 DU0344'23.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE P.O. IN GLOBE,
 DU0344'GILA COUNTY, 0.25 MILES SOUTHWEST ALONG OLD HIGHWAY 60, ABOUT 6.8
 DU0344'MILES SOUTHEAST OF THE JUNCTION OF THE REGAL MINE ROAD, NORTH OF A
 DU0344'SMALL GRANITE HILL, ABOUT 75 YARDS NORTH OF RIGHT-OF-WAY MARKER
 DU0344'1353+75, AND 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  SET IN
 DU0344'THE TOP OF A CONCRETE POST.
 DU0344
 DU0344                          STATION RECOVERY (1979)
 DU0344
 DU0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0344'NOTE=THE HIGHWAY HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0513 ***********************************************************************
 ET0513  DESIGNATION -  N 102
 ET0513  PID         -  ET0513
 ET0513  STATE/COUNTY-  AZ/YAVAPAI
 ET0513  USGS QUAD   -  MOUNT JOSH (1979)
 ET0513
 ET0513                         *CURRENT SURVEY CONTROL
 ET0513  ___________________________________________________________________
 ET0513* NAD 83(1986)-  34 41 52.     (N)    112 41 20.     (W)     SCALED    
 ET0513* NAVD 88     -      1491.909  (meters)    4894.70   (feet)  POSTED    
 ET0513  ___________________________________________________________________
 ET0513  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0513  DYNAMIC HT  -        1489.920 (meters)    4888.18  (feet)  COMP
 ET0513  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 ET0513
 ET0513  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0513
 ET0513.The horizontal coordinates were scaled from a topographic map and have
 ET0513.an estimated accuracy of +/- 6 seconds.
 ET0513
 ET0513.The orthometric height was determined by differential leveling
 ET0513.and adjusted in November 2005.
 ET0513.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0513.was located on a no-check spur therefore a value was not computed.
 ET0513.No vertical observational check was made to the station.
 ET0513
 ET0513.The geoid height was determined by GEOID03.
 ET0513
 ET0513.The dynamic height is computed by dividing the NAVD 88
 ET0513.geopotential number by the normal gravity value computed on the
 ET0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0513.degrees latitude (g = 980.6199 gals.).
 ET0513
 ET0513.The modeled gravity was interpolated from observed gravity values.
 ET0513
 ET0513;                    North         East    Units  Estimated Accuracy
 ET0513;SPC AZ C     -   410,320.      142,610.      MT  (+/- 180 meters Scaled)
 ET0513
 ET0513                          SUPERSEDED SURVEY CONTROL
 ET0513
 ET0513  NGVD 29 (??/??/92) 1491.080  (m)         4891.98   (f) ADJ UNCH    2 0
 ET0513
 ET0513.Superseded values are not recommended for survey control.
 ET0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0513.See file dsdata.txt to determine how the superseded data were derived.
 ET0513
 ET0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD453408(NAD 83)
 ET0513_MARKER: DD = SURVEY DISK
 ET0513_SETTING: 0 = UNSPECIFIED SETTING
 ET0513_STAMPING: N 102 1935
 ET0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0513
 ET0513  HISTORY     - Date     Condition        Report By
 ET0513  HISTORY     - 1935     MONUMENTED       USFS
 ET0513  HISTORY     - 1974     GOOD             USGS
 ET0513
 ET0513                          STATION DESCRIPTION
 ET0513
 ET0513'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0513'4.6 MI N FROM SKULL VALLEY.
 ET0513'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. ALONG THE PAVED ROAD TOWARD
 ET0513'PRESCOTT, GO LEFT ON GRADED COUNTY RD. 2.9 MI. TO T-RD. WEST, GO
 ET0513'STRAIGHT 1.0 MILES TO T-RD. EAST, GO STRAIGHT 2.8 MI. TO T-RD. TO NE,
 ET0513'GO (NW) STRAIGHT 2.6 MI. TO GATEWAY OF THE MOANA RANCH, GO 0.3 MI.
 ET0513'(KEEPING TO THE RT.) TO A GATE AT THE SOUTH END OF A LARGE BARN, PASS
 ET0513'THROUGH GATE AND GO 0.15 MI. TO A GATE, PASS THROUGH GATE AND GO LEFT
 ET0513'UP HILL THEN RIGHT ACROSS DAM, GOING 0.4 MI. TO A T-RD. NORTH, GO
 ET0513'STRAIGHT (NW) 0.5 MI. TO THE SUMMIT OF A GRADE, ABOUT 500 FT. WEST OF
 ET0513'A LARGE STOCK TANK, 12 FT. SW CENTER LINE OF RD. ABOUT 1 FT. HIGHER
 ET0513'THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0280 ***********************************************************************
 FR0280  DESIGNATION -  N 103
 FR0280  PID         -  FR0280
 FR0280  STATE/COUNTY-  AZ/YAVAPAI
 FR0280  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0280
 FR0280                         *CURRENT SURVEY CONTROL
 FR0280  ___________________________________________________________________
 FR0280* NAD 83(1986)-  35 00 28.     (N)    112 48 29.     (W)     SCALED    
 FR0280* NAVD 88     -      1577.590  (meters)    5175.81   (feet)  POSTED    
 FR0280  ___________________________________________________________________
 FR0280  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FR0280  DYNAMIC HT  -        1575.490 (meters)    5168.92  (feet)  COMP
 FR0280  MODELED GRAV-     979,248.8   (mgal)                       NAVD 88
 FR0280
 FR0280  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0280
 FR0280.The horizontal coordinates were scaled from a topographic map and have
 FR0280.an estimated accuracy of +/- 6 seconds.
 FR0280
 FR0280.The orthometric height was determined by differential leveling
 FR0280.and adjusted in November 2005.
 FR0280.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0280.was located on a no-check spur therefore a value was not computed.
 FR0280.No vertical observational check was made to the station.
 FR0280
 FR0280.The geoid height was determined by GEOID03.
 FR0280
 FR0280.The dynamic height is computed by dividing the NAVD 88
 FR0280.geopotential number by the normal gravity value computed on the
 FR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0280.degrees latitude (g = 980.6199 gals.).
 FR0280
 FR0280.The modeled gravity was interpolated from observed gravity values.
 FR0280
 FR0280;                    North         East    Units  Estimated Accuracy
 FR0280;SPC AZ C     -   444,800.      132,000.      MT  (+/- 180 meters Scaled)
 FR0280
 FR0280                          SUPERSEDED SURVEY CONTROL
 FR0280
 FR0280  NGVD 29 (??/??/92) 1576.641  (m)         5172.70   (f) ADJ UNCH    2 0
 FR0280
 FR0280.Superseded values are not recommended for survey control.
 FR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0280.See file dsdata.txt to determine how the superseded data were derived.
 FR0280
 FR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD350753(NAD 83)
 FR0280_MARKER: DB = BENCH MARK DISK
 FR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0280_STAMPING: N 103 1935
 FR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0280+STABILITY: SURFACE MOTION
 FR0280
 FR0280  HISTORY     - Date     Condition        Report By
 FR0280  HISTORY     - 1935     MONUMENTED       USFS
 FR0280
 FR0280                          STATION DESCRIPTION
 FR0280
 FR0280'DESCRIBED BY US FOREST SERVICE 1935
 FR0280'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0280'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0280'YAVAPAI COUNTY, THENCE ABOUT 5.8 MILES NORTH ALONG THE ROAD LEADING TO
 FR0280'SELIGMAN, ABOUT 285 FEET WEST OF A POLE CORRAL AND A RESERVOIR, ABOUT
 FR0280'90 FEET SOUTH OF THE SOUTH BANK OF A WASH, 66 FEET NORTHWEST OF THE
 FR0280'CENTER OF THE INTERSECTION OF A ROAD LEADING TO CIENEGA RANCH, 52 FEET
 FR0280'WEST OF THE CENTER LINE OF THE SELIGMAN ROAD, ABOUT 40 FEET NORTH OF
 FR0280'THE CENTER LINE OF THE RANCH ROAD, 3 FEET EAST OF A WOODEN WITNESS
 FR0280'POST, AND ABOUT LEVEL WITH THE ROAD.  A UNITED STATES FOREST SERVICE
 FR0280'STANDARD DISK, STAMPED N 103 1935 AND SET IN THE TOP OF A CONCRETE
 FR0280'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0479 ***********************************************************************
 DU0479  DESIGNATION -  N 107
 DU0479  PID         -  DU0479
 DU0479  STATE/COUNTY-  AZ/PINAL
 DU0479  USGS QUAD   -  FLORENCE JUNCTION (1966)
 DU0479
 DU0479                         *CURRENT SURVEY CONTROL
 DU0479  ___________________________________________________________________
 DU0479* NAD 83(1986)-  33 15 56.     (N)    111 16 10.     (W)     SCALED    
 DU0479* NAVD 88     -       660.11   (+/-2cm)    2165.7    (feet)  VERTCON   
 DU0479  ___________________________________________________________________
 DU0479  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DU0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0479
 DU0479.The horizontal coordinates were scaled from a topographic map and have
 DU0479.an estimated accuracy of +/- 6 seconds.
 DU0479
 DU0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0479.The vertical order pertains to the NGVD 29 superseded value.
 DU0479
 DU0479.The geoid height was determined by GEOID03.
 DU0479
 DU0479;                    North         East    Units  Estimated Accuracy
 DU0479;SPC AZ C     -   251,390.      273,660.      MT  (+/- 180 meters Scaled)
 DU0479
 DU0479                          SUPERSEDED SURVEY CONTROL
 DU0479
 DU0479  NGVD 29 (??/??/92)  659.527  (m)         2163.80   (f) ADJ UNCH    2 0
 DU0479
 DU0479.Superseded values are not recommended for survey control.
 DU0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0479.See file dsdata.txt to determine how the superseded data were derived.
 DU0479
 DU0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB749807(NAD 83)
 DU0479_MARKER: DB = BENCH MARK DISK
 DU0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0479_STAMPING: N 107 1935
 DU0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0479+STABILITY: SURFACE MOTION
 DU0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0479+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 DU0479
 DU0479  HISTORY     - Date     Condition        Report By
 DU0479  HISTORY     - 1935     MONUMENTED       CGS
 DU0479  HISTORY     - 20070505 GOOD             GEOCAC
 DU0479
 DU0479                          STATION DESCRIPTION
 DU0479
 DU0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0479'4.1 MI E FROM FLORENCE JUNCTION.
 DU0479'4.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM FLORENCE JUNCTION, 1.3 MILES
 DU0479'WEST OF THE CROOK NATIONAL FOREST BOUNDARY, AT A SMALL CURVE IN THE
 DU0479'HIGHWAY AND THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 64 FEET
 DU0479'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 28 FEET SOUTH OF A PAIR OF
 DU0479'GIANT CACTI.  A STANDARD DISK, STAMPED N 107 1935 AND SET IN THE TOP
 DU0479'OF A CONCRETE POST.  NOTE-- 4.1 MILES EAST ALONG OLD U.S. HIGHWAY
 DU0479'60-80 FROM FLORENCE JCT. 1.3 MILES WEST OF TONTO NAT. FOR. BOUNDARY.
 DU0479'AT A SMALL CURVE IN THE OLD HIGHWAY AND 64 FT. NORTH OF THE CENTERLINE
 DU0479'OF HIGHWAY.
 DU0479
 DU0479                          STATION RECOVERY (2007)
 DU0479
 DU0479'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0479'RECOVERED AS DESCRIBED, EXCEPT THAT THE GIANT CACTUS (SAGUARO) ARE
 DU0479'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0453 ***********************************************************************
 DU0453  DESIGNATION -  N 108
 DU0453  PID         -  DU0453
 DU0453  STATE/COUNTY-  AZ/PINAL
 DU0453  USGS QUAD   -  FLORENCE NE (1966)
 DU0453
 DU0453                         *CURRENT SURVEY CONTROL
 DU0453  ___________________________________________________________________
 DU0453* NAD 83(1986)-  33 08 51.     (N)    111 21 25.     (W)     SCALED    
 DU0453* NAVD 88     -       521.06   (+/-2cm)    1709.5    (feet)  VERTCON   
 DU0453  ___________________________________________________________________
 DU0453  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DU0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0453
 DU0453.The horizontal coordinates were scaled from a topographic map and have
 DU0453.an estimated accuracy of +/- 6 seconds.
 DU0453
 DU0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0453.The vertical order pertains to the NGVD 29 superseded value.
 DU0453
 DU0453.The geoid height was determined by GEOID03.
 DU0453
 DU0453;                    North         East    Units  Estimated Accuracy
 DU0453;SPC AZ C     -   238,250.      265,580.      MT  (+/- 180 meters Scaled)
 DU0453
 DU0453                          SUPERSEDED SURVEY CONTROL
 DU0453
 DU0453  NGVD 29 (??/??/92)  520.506  (m)         1707.69   (f) ADJ UNCH    2 0
 DU0453
 DU0453.Superseded values are not recommended for survey control.
 DU0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0453.See file dsdata.txt to determine how the superseded data were derived.
 DU0453
 DU0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB667676(NAD 83)
 DU0453_MARKER: DB = BENCH MARK DISK
 DU0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0453_STAMPING: N 108 1935
 DU0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0453+STABILITY: SURFACE MOTION
 DU0453
 DU0453  HISTORY     - Date     Condition        Report By
 DU0453  HISTORY     - 1935     MONUMENTED       CGS
 DU0453  HISTORY     - 1964     MARK NOT FOUND   USGS
 DU0453  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 DU0453
 DU0453                          STATION DESCRIPTION
 DU0453
 DU0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0453'7.8 MI S FROM FLORENCE JUNCTION.
 DU0453'7.8 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM FLORENCE JUNCTION, PINAL
 DU0453'COUNTY, 8.5 MILES NORTH OF THE COUNTY COURTHOUSE AT FLORENCE, 200 FEET
 DU0453'SOUTH OF A DIP IN THE HIGHWAY, 49 FEET WEST OF THE CENTERLINE OF THE
 DU0453'HIGHWAY, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED N 108
 DU0453'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DU0453
 DU0453                          STATION RECOVERY (1964)
 DU0453
 DU0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DU0453'MARK NOT FOUND.
 DU0453
 DU0453                          STATION RECOVERY (2007)
 DU0453
 DU0453'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0453'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0847 ***********************************************************************
 DA0847  DESIGNATION -  N 109
 DA0847  PID         -  DA0847
 DA0847  STATE/COUNTY-  AZ/PIMA
 DA0847  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0847
 DA0847                         *CURRENT SURVEY CONTROL
 DA0847  ___________________________________________________________________
 DA0847* NAD 83(1986)-  32 06 53.     (N)    113 01 00.     (W)     SCALED    
 DA0847* NAVD 88     -       365.99   (+/-2cm)    1200.8    (feet)  VERTCON   
 DA0847  ___________________________________________________________________
 DA0847  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DA0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0847
 DA0847.The horizontal coordinates were scaled from a topographic map and have
 DA0847.an estimated accuracy of +/- 6 seconds.
 DA0847
 DA0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0847.The vertical order pertains to the NGVD 29 superseded value.
 DA0847
 DA0847.The geoid height was determined by GEOID03.
 DA0847
 DA0847;                    North         East    Units  Estimated Accuracy
 DA0847;SPC AZ C     -   124,120.      109,560.      MT  (+/- 180 meters Scaled)
 DA0847
 DA0847                          SUPERSEDED SURVEY CONTROL
 DA0847
 DA0847  NGVD 29 (??/??/92)  365.290  (m)         1198.46   (f) ADJ UNCH    2 0
 DA0847
 DA0847.Superseded values are not recommended for survey control.
 DA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0847.See file dsdata.txt to determine how the superseded data were derived.
 DA0847
 DA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA097549(NAD 83)
 DA0847_MARKER: DB = BENCH MARK DISK
 DA0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0847_STAMPING: N 109 1935
 DA0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0847+STABILITY: SURFACE MOTION
 DA0847
 DA0847  HISTORY     - Date     Condition        Report By
 DA0847  HISTORY     - 1935     MONUMENTED       CGS
 DA0847  HISTORY     - 1952     GOOD             NGS
 DA0847
 DA0847                          STATION DESCRIPTION
 DA0847
 DA0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0847'28.15 MI NW FROM LUKEVILLE.
 DA0847'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0847'LUKEVILLE TO A JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND A
 DA0847'Y JUNCTION, THENCE 13.15 MILES NORTH ALONG THE BATES WELL ROAD, 89 1/2
 DA0847'FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 57 1/2 FEET EAST OF THE
 DA0847'CENTER LINE OF AN OLD TRACK ROAD, 36 FEET WEST OF THE CENTER OF A
 DA0847'SMALL WASH, 2.0 FEET SOUTHEAST OF THE WITNESS POST, AND IN A CONCRETE
 DA0847'POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0847'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0728 ***********************************************************************
 ET0728  DESIGNATION -  N 11
 ET0728  PID         -  ET0728
 ET0728  STATE/COUNTY-  AZ/MOHAVE
 ET0728  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0728
 ET0728                         *CURRENT SURVEY CONTROL
 ET0728  ___________________________________________________________________
 ET0728* NAD 83(1986)-  34 33 34.     (N)    113 45 59.     (W)     SCALED    
 ET0728* NAVD 88     -       896.35   (+/-2cm)    2940.8    (feet)  VERTCON   
 ET0728  ___________________________________________________________________
 ET0728  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ET0728  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0728
 ET0728.The horizontal coordinates were scaled from a topographic map and have
 ET0728.an estimated accuracy of +/- 6 seconds.
 ET0728
 ET0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0728.The vertical order pertains to the NGVD 29 superseded value.
 ET0728
 ET0728.The geoid height was determined by GEOID03.
 ET0728
 ET0728;                    North         East    Units  Estimated Accuracy
 ET0728;SPC AZ W     -   394,720.      211,860.      MT  (+/- 180 meters Scaled)
 ET0728
 ET0728                          SUPERSEDED SURVEY CONTROL
 ET0728
 ET0728  NGVD 29 (??/??/92)  895.600  (m)         2938.31   (f) ADJ UNCH    1 2
 ET0728
 ET0728.Superseded values are not recommended for survey control.
 ET0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0728.See file dsdata.txt to determine how the superseded data were derived.
 ET0728
 ET0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD461276(NAD 83)
 ET0728_MARKER: DB = BENCH MARK DISK
 ET0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0728_STAMPING: 2938.314 N 11 1927
 ET0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0728+STABILITY: SURFACE MOTION
 ET0728
 ET0728  HISTORY     - Date     Condition        Report By
 ET0728  HISTORY     - 1927     MONUMENTED       CGS
 ET0728  HISTORY     - 1934     GOOD             NGS
 ET0728  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0728
 ET0728                          STATION DESCRIPTION
 ET0728
 ET0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0728'32.1 MI SE FROM YUCCA.
 ET0728'32.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0728'POST OFFICE AT YUCCA, MOHAVE COUNTY, 2.4 MILES NORTHWEST OF THE
 ET0728'JUNCTION OF A ROAD LEADING TO CONGRESS JUNCTION, AT THE CENTER OF A
 ET0728'WIDE FLAT AT THE MOUTH OF A SMALL VALLEY, 47 YARDS NORTHEAST OF A
 ET0728'BLAZED YUCCA TREE, AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 ET0728'ROAD.  A STANDARD DISK, STAMPED 2938.314 N 11 1927 AND SET IN THE TOP
 ET0728'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 ET0728
 ET0728                          STATION RECOVERY (1981)
 ET0728
 ET0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0728'NOT RECOVERED, MARK BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0407 ***********************************************************************
 DA0407  DESIGNATION -  N 110
 DA0407  PID         -  DA0407
 DA0407  STATE/COUNTY-  AZ/PIMA
 DA0407  USGS QUAD   -  GUNSIGHT (1990)
 DA0407
 DA0407                         *CURRENT SURVEY CONTROL
 DA0407  ___________________________________________________________________
 DA0407* NAD 83(1986)-  32 09 11.     (N)    112 39 07.     (W)     SCALED    
 DA0407* NAVD 88     -       685.65   (+/-2cm)    2249.5    (feet)  VERTCON   
 DA0407  ___________________________________________________________________
 DA0407  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0407
 DA0407.The horizontal coordinates were scaled from a topographic map and have
 DA0407.an estimated accuracy of +/- 6 seconds.
 DA0407
 DA0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0407.The vertical order pertains to the NGVD 29 superseded value.
 DA0407
 DA0407.The geoid height was determined by GEOID03.
 DA0407
 DA0407;                    North         East    Units  Estimated Accuracy
 DA0407;SPC AZ C     -   128,070.      144,000.      MT  (+/- 180 meters Scaled)
 DA0407
 DA0407                          SUPERSEDED SURVEY CONTROL
 DA0407
 DA0407  NGVD 29 (??/??/92)  684.907  (m)         2247.07   (f) ADJ UNCH    2 0
 DA0407
 DA0407.Superseded values are not recommended for survey control.
 DA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0407.See file dsdata.txt to determine how the superseded data were derived.
 DA0407
 DA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA442585(NAD 83)
 DA0407_MARKER: DB = BENCH MARK DISK
 DA0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0407_STAMPING: N 110 1935
 DA0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0407+STABILITY: SURFACE MOTION
 DA0407
 DA0407  HISTORY     - Date     Condition        Report By
 DA0407  HISTORY     - 1935     MONUMENTED       CGS
 DA0407  HISTORY     - 1961     GOOD             NGS
 DA0407
 DA0407                          STATION DESCRIPTION
 DA0407
 DA0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0407'21.65 MI SE FROM AJO.
 DA0407'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0407'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0407'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0407'THENCE 5.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  AT THE
 DA0407'JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING SOUTH, 57 FEET SOUTHWEST
 DA0407'OF THE CENTER LINE OF THE ROAD, 38 FEET EAST OF THE CENTER LINE OF THE
 DA0407'TRAIL ROAD, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0407'WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DA0407'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0128 ***********************************************************************
 ET0128  DESIGNATION -  N 111
 ET0128  PID         -  ET0128
 ET0128  STATE/COUNTY-  AZ/YAVAPAI
 ET0128  USGS QUAD   -  HUMBOLDT (1973)
 ET0128
 ET0128                         *CURRENT SURVEY CONTROL
 ET0128  ___________________________________________________________________
 ET0128* NAD 83(1986)-  34 32 47.     (N)    112 10 31.     (W)     SCALED    
 ET0128* NAVD 88     -      1511.90   (+/-2cm)    4960.3    (feet)  VERTCON   
 ET0128  ___________________________________________________________________
 ET0128  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ET0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0128
 ET0128.The horizontal coordinates were scaled from a topographic map and have
 ET0128.an estimated accuracy of +/- 6 seconds.
 ET0128
 ET0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0128.The vertical order pertains to the NGVD 29 superseded value.
 ET0128
 ET0128.The geoid height was determined by GEOID03.
 ET0128
 ET0128;                    North         East    Units  Estimated Accuracy
 ET0128;SPC AZ C     -   393,290.      189,630.      MT  (+/- 180 meters Scaled)
 ET0128
 ET0128                          SUPERSEDED SURVEY CONTROL
 ET0128
 ET0128  NGVD 29 (??/??/92) 1511.077  (m)         4957.59   (f) ADJ UNCH    2 0
 ET0128
 ET0128.Superseded values are not recommended for survey control.
 ET0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0128.See file dsdata.txt to determine how the superseded data were derived.
 ET0128
 ET0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD921233(NAD 83)
 ET0128_MARKER: DB = BENCH MARK DISK
 ET0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0128_STAMPING: N 111 1935
 ET0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0128+STABILITY: SURFACE MOTION
 ET0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0128+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0128
 ET0128  HISTORY     - Date     Condition        Report By
 ET0128  HISTORY     - 1935     MONUMENTED       CGS
 ET0128  HISTORY     - 20080711 GOOD             GEOCAC
 ET0128
 ET0128                          STATION DESCRIPTION
 ET0128
 ET0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0128'4.6 MI E FROM DEWEY.
 ET0128'ABOUT 4.6 MILES EAST ALONG THE CHERRY ROAD FROM DEWEY, YAVAPAI COUNTY,
 ET0128'ABOUT 50 YARDS NORTHEAST OF THE CENTER OF THE CROSSING OVER A WASH, AT
 ET0128'THE TOP OF A GRADE, AND 35 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ET0128'ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 ET0128
 ET0128                          STATION RECOVERY (2008)
 ET0128
 ET0128'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0128'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0128'34 32 47.1 (N)   112 10 30.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0732 ***********************************************************************
 CZ0732  DESIGNATION -  N 112
 CZ0732  PID         -  CZ0732
 CZ0732  STATE/COUNTY-  AZ/PIMA
 CZ0732  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0732
 CZ0732                         *CURRENT SURVEY CONTROL
 CZ0732  ___________________________________________________________________
 CZ0732* NAD 83(1986)-  32 13 36.     (N)    111 08 19.     (W)     SCALED    
 CZ0732* NAVD 88     -       826.73   (+/-2cm)    2712.4    (feet)  VERTCON   
 CZ0732  ___________________________________________________________________
 CZ0732  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0732
 CZ0732.The horizontal coordinates were scaled from a topographic map and have
 CZ0732.an estimated accuracy of +/- 6 seconds.
 CZ0732
 CZ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0732.The vertical order pertains to the NGVD 29 superseded value.
 CZ0732
 CZ0732.The geoid height was determined by GEOID03.
 CZ0732
 CZ0732;                    North         East    Units  Estimated Accuracy
 CZ0732;SPC AZ C     -   136,270.      286,690.      MT  (+/- 180 meters Scaled)
 CZ0732
 CZ0732                          SUPERSEDED SURVEY CONTROL
 CZ0732
 CZ0732  NGVD 29 (??/??/92)  826.032  (m)         2710.07   (f) ADJ UNCH    2 0
 CZ0732
 CZ0732.Superseded values are not recommended for survey control.
 CZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0732.See file dsdata.txt to determine how the superseded data were derived.
 CZ0732
 CZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA869655(NAD 83)
 CZ0732_MARKER: DB = BENCH MARK DISK
 CZ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0732_STAMPING: N 112 1935
 CZ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0732+STABILITY: SURFACE MOTION
 CZ0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0732+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0732
 CZ0732  HISTORY     - Date     Condition        Report By
 CZ0732  HISTORY     - 1935     MONUMENTED       CGS
 CZ0732  HISTORY     - 1951     GOOD             NGS
 CZ0732  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0732  HISTORY     - 20010930 GOOD             INDIV
 CZ0732  HISTORY     - 20060405 GOOD             NGS
 CZ0732
 CZ0732                          STATION DESCRIPTION
 CZ0732
 CZ0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0732'12.1 MI W FROM TUCSON.
 CZ0732'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0732'HIGHWAY 86, THENCE 5.9 MILES NORTHWEST ALONG THE KINNEY ROAD, 0.1 MILE
 CZ0732'SOUTHEAST OF THE JUNCTION OF MCCAIN LOOP ROAD, AT A T JUNCTION OF A
 CZ0732'TRACK ROAD LEADING NORTHEAST, AND AT THE SUMMIT OF A SHORT GRADE, 103
 CZ0732'FEET WEST OF THE CENTER OF THE JUNCTION, 42 FEET SOUTHWEST OF THE
 CZ0732'CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF A WITNESS POST, AND SET IN
 CZ0732'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, AND ABOUT 2 FEET
 CZ0732'HIGHER THAN THE ROAD.
 CZ0732
 CZ0732                          STATION RECOVERY (1995)
 CZ0732
 CZ0732'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0732'MARK NOT FOUND.
 CZ0732
 CZ0732                          STATION RECOVERY (2001)
 CZ0732
 CZ0732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0732'4 INCH BY 4 INCH WITNESS POST STILL PRESENT. ON TOP OF HILL NW OF DIRT
 CZ0732'ROAD LEADING NE TO AN ARCHERY RANGE.  MEASURED GPS COORDINATES, N32 13
 CZ0732'36.1, W111 08 19.5, ELEV. 2700 FEET.
 CZ0732
 CZ0732                          STATION RECOVERY (2006)
 CZ0732
 CZ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0732'DISK IS NOW STAMPED 'N 112 1935 DOT.'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0425 ***********************************************************************
 CG0425  DESIGNATION -  N 113
 CG0425  PID         -  CG0425
 CG0425  STATE/COUNTY-  AZ/PIMA
 CG0425  USGS QUAD   -  FRESNO WASH (1982)
 CG0425
 CG0425                         *CURRENT SURVEY CONTROL
 CG0425  ___________________________________________________________________
 CG0425* NAD 83(1986)-  31 47 22.     (N)    111 27 15.     (W)     SCALED    
 CG0425* NAVD 88     -       990.93   (+/-2cm)    3251.1    (feet)  VERTCON   
 CG0425  ___________________________________________________________________
 CG0425  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0425
 CG0425.The horizontal coordinates were scaled from a topographic map and have
 CG0425.an estimated accuracy of +/- 6 seconds.
 CG0425
 CG0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0425.The vertical order pertains to the NGVD 29 superseded value.
 CG0425
 CG0425.The geoid height was determined by GEOID03.
 CG0425
 CG0425;                    North         East    Units  Estimated Accuracy
 CG0425;SPC AZ C     -    87,620.      257,160.      MT  (+/- 180 meters Scaled)
 CG0425
 CG0425                          SUPERSEDED SURVEY CONTROL
 CG0425
 CG0425  NGVD 29 (??/??/92)  990.170  (m)         3248.58   (f) ADJ UNCH    2 0
 CG0425
 CG0425.Superseded values are not recommended for survey control.
 CG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0425.See file dsdata.txt to determine how the superseded data were derived.
 CG0425
 CG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA570171(NAD 83)
 CG0425_MARKER: DB = BENCH MARK DISK
 CG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0425_STAMPING: N 113 1935
 CG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0425+STABILITY: SURFACE MOTION
 CG0425
 CG0425  HISTORY     - Date     Condition        Report By
 CG0425  HISTORY     - 1935     MONUMENTED       CGS
 CG0425  HISTORY     - 1951     GOOD             NGS
 CG0425  HISTORY     - 1977     GOOD             USGS
 CG0425  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0425
 CG0425                          STATION DESCRIPTION
 CG0425
 CG0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0425'23.3 MI S FROM THREE POINTS.
 CG0425'23.3 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0425'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 8.35 MILES SOUTHWEST OF
 CG0425'THE PALO ALTO RANCH, 4.8 MILES SOUTHWEST OF THE STEEL BRIDGE OVER THE
 CG0425'ALTAR WASH, AT THE Y JUNCTION OF THE MAIN ROAD TO SASABE AND A ROAD
 CG0425'LEADING SOUTHEAST TO POZO NUEVO RANCH AND AT A CATTLE GUARD ACROSS THE
 CG0425'ROAD, 117 1/2 FEET SOUTH OF THE CENTER OF THE ROAD AND CATTLE GUARD,
 CG0425'47 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24.8 FEET WEST OF A
 CG0425'FENCE LINE, 1.5 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH
 CG0425'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0425'ABOVE THE GROUND.
 CG0425
 CG0425                          STATION RECOVERY (1977)
 CG0425
 CG0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0425'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0425'286.
 CG0425
 CG0425                          STATION RECOVERY (2001)
 CG0425
 CG0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0500 ***********************************************************************
 CG0500  DESIGNATION -  N 114
 CG0500  PID         -  CG0500
 CG0500  STATE/COUNTY-  AZ/PIMA
 CG0500  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0500
 CG0500                         *CURRENT SURVEY CONTROL
 CG0500  ___________________________________________________________________
 CG0500* NAD 83(1986)-  31 50 40.     (N)    111 01 46.     (W)     SCALED    
 CG0500* NAVD 88     -       955.85   (+/-2cm)    3136.0    (feet)  VERTCON   
 CG0500  ___________________________________________________________________
 CG0500  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0500
 CG0500.The horizontal coordinates were scaled from a topographic map and have
 CG0500.an estimated accuracy of +/- 6 seconds.
 CG0500
 CG0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0500.The vertical order pertains to the NGVD 29 superseded value.
 CG0500
 CG0500.The geoid height was determined by GEOID03.
 CG0500
 CG0500;                    North         East    Units  Estimated Accuracy
 CG0500;SPC AZ C     -    93,960.      297,330.      MT  (+/- 180 meters Scaled)
 CG0500
 CG0500                          SUPERSEDED SURVEY CONTROL
 CG0500
 CG0500  NGVD 29 (??/??/92)  955.093  (m)         3133.50   (f) ADJ UNCH    2 0
 CG0500
 CG0500.Superseded values are not recommended for survey control.
 CG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0500.See file dsdata.txt to determine how the superseded data were derived.
 CG0500
 CG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA972231(NAD 83)
 CG0500_MARKER: DB = BENCH MARK DISK
 CG0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0500_STAMPING: N 114 1935
 CG0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0500+STABILITY: SURFACE MOTION
 CG0500
 CG0500  HISTORY     - Date     Condition        Report By
 CG0500  HISTORY     - 1935     MONUMENTED       CGS
 CG0500  HISTORY     - 1954     GOOD             NGS
 CG0500  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0500
 CG0500                          STATION DESCRIPTION
 CG0500
 CG0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0500'3.8 MI W FROM CONTINENTAL.
 CG0500'1.0 MILE WEST ALONG FORMER U. S. HIGHWAY 89 FROM THE STORE AND SERVICE
 CG0500'STATION AT CONTINENTAL, THENCE 0.8 MILE SOUTHWEST ALONG U. S. HIGHWAY
 CG0500'89, THENCE 2.0 MILE NORTHWEST ALONG A GRAVELED ROAD, 1.0 MILE WEST OF
 CG0500'A CATTLE GUARD, 82 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.6
 CG0500'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0500'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0500
 CG0500                          STATION RECOVERY (1976)
 CG0500
 CG0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0449 ***********************************************************************
 CG0449  DESIGNATION -  N 115
 CG0449  PID         -  CG0449
 CG0449  STATE/COUNTY-  AZ/PIMA
 CG0449  USGS QUAD   -  STEVENS MTN (1982)
 CG0449
 CG0449                         *CURRENT SURVEY CONTROL
 CG0449  ___________________________________________________________________
 CG0449* NAD 83(1986)-  31 53 11.     (N)    111 18 45.     (W)     SCALED    
 CG0449* NAVD 88     -      1064.04   (+/-2cm)    3490.9    (feet)  VERTCON   
 CG0449  ___________________________________________________________________
 CG0449  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CG0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0449
 CG0449.The horizontal coordinates were scaled from a topographic map and have
 CG0449.an estimated accuracy of +/- 6 seconds.
 CG0449
 CG0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0449.The vertical order pertains to the NGVD 29 superseded value.
 CG0449
 CG0449.The geoid height was determined by GEOID03.
 CG0449
 CG0449;                    North         East    Units  Estimated Accuracy
 CG0449;SPC AZ C     -    98,430.      270,520.      MT  (+/- 180 meters Scaled)
 CG0449
 CG0449                          SUPERSEDED SURVEY CONTROL
 CG0449
 CG0449  NGVD 29 (??/??/92) 1063.271  (m)         3488.41   (f) ADJ UNCH    2 0
 CG0449
 CG0449.Superseded values are not recommended for survey control.
 CG0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0449.See file dsdata.txt to determine how the superseded data were derived.
 CG0449
 CG0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA704278(NAD 83)
 CG0449_MARKER: DB = BENCH MARK DISK
 CG0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0449_STAMPING: N 115 1935
 CG0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0449+STABILITY: SURFACE MOTION
 CG0449
 CG0449  HISTORY     - Date     Condition        Report By
 CG0449  HISTORY     - 1935     MONUMENTED       CGS
 CG0449  HISTORY     - 1975     GOOD             USGS
 CG0449
 CG0449                          STATION DESCRIPTION
 CG0449
 CG0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0449'20.4 MI SW FROM SAN XAVIER.
 CG0449'20.4 MILES SOUTHWEST OF SAN XAVIER, PIMA COUNTY.  THIS BENCH MARK MAY
 CG0449'BE REACHED BY GOING 0.7 MILE NORTH ALONG THE TUCSON ROAD, THENCE 11.7
 CG0449'MILES SOUTHWEST ALONG THE SOTO RANCH ROAD, AND THENCE 8.0 MILES SOUTH
 CG0449'ALONG THE YELLOW BIRD MINE-GONZALES RANCH ROAD.  IT IS 1.5 MILES
 CG0449'NORTHEAST OF THE ABANDONED GONZALES RANCH, AND 18 FEET NORTHWEST OF
 CG0449'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N 115 1935 AND
 CG0449'SET IN THE TOP OF A CONCRETE POST.
 CG0449
 CG0449                          STATION RECOVERY (1975)
 CG0449
 CG0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0449'THREE POINTS, (RD. JUNCTION OF STATE HWYS. 86 AND 286), 11.3 MI SW.
 CG0449'OF ALONG STATE HWY. 286 TO DIRT RD. E., THENCE 5.8 MI E. ALONG DIRT
 CG0449'RD. TO Y-RD., THENCE 1.0 MI SW. (RIGHT). 12 FT W. OF CENTERLINE OF
 CG0449'RD. SET IN CONCRETE POST. STANDARD DISK STAMPED N 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0511 ***********************************************************************
 FS0511  DESIGNATION -  N 116
 FS0511  PID         -  FS0511
 FS0511  STATE/COUNTY-  AZ/MOHAVE
 FS0511  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0511
 FS0511                         *CURRENT SURVEY CONTROL
 FS0511  ___________________________________________________________________
 FS0511* NAD 83(1986)-  35 28 41.     (N)    114 19 03.     (W)     SCALED    
 FS0511* NAVD 88     -       974.992  (meters)    3198.79   (feet)  ADJUSTED  
 FS0511  ___________________________________________________________________
 FS0511  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0511  DYNAMIC HT  -         973.865 (meters)    3195.09  (feet)  COMP
 FS0511  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 FS0511
 FS0511  VERT ORDER  -  FIRST     CLASS II
 FS0511
 FS0511.The horizontal coordinates were scaled from a topographic map and have
 FS0511.an estimated accuracy of +/- 6 seconds.
 FS0511
 FS0511.The orthometric height was determined by differential leveling
 FS0511.and adjusted in June 1991.
 FS0511
 FS0511.The geoid height was determined by GEOID03.
 FS0511
 FS0511.The dynamic height is computed by dividing the NAVD 88
 FS0511.geopotential number by the normal gravity value computed on the
 FS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0511.degrees latitude (g = 980.6199 gals.).
 FS0511
 FS0511.The modeled gravity was interpolated from observed gravity values.
 FS0511
 FS0511;                    North         East    Units  Estimated Accuracy
 FS0511;SPC AZ W     -   496,770.      161,860.      MT  (+/- 180 meters Scaled)
 FS0511
 FS0511                          SUPERSEDED SURVEY CONTROL
 FS0511
 FS0511  NGVD 29 (??/??/92)  974.188  (m)         3196.15   (f) ADJ UNCH    1 2
 FS0511
 FS0511.Superseded values are not recommended for survey control.
 FS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0511.See file dsdata.txt to determine how the superseded data were derived.
 FS0511
 FS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV433293(NAD 83)
 FS0511_MARKER: DB = BENCH MARK DISK
 FS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0511_STAMPING: N 116 1935
 FS0511_MARK LOGO: CGS   
 FS0511_PROJECTION: PROJECTING 8 CENTIMETERS
 FS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0511+STABILITY: SURFACE MOTION
 FS0511
 FS0511  HISTORY     - Date     Condition        Report By
 FS0511  HISTORY     - 1935     MONUMENTED       CGS
 FS0511  HISTORY     - 1950     GOOD             NGS
 FS0511  HISTORY     - 1982     GOOD             NGS
 FS0511
 FS0511                          STATION DESCRIPTION
 FS0511
 FS0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0511'6.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0511'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0511'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, ABOUT 128 YARDS WEST OF
 FS0511'THE SOUTHWEST END OF A DOUBLE 30-INCH CORRUGATED METAL PIPE
 FS0511'CULVERT, ABOUT 103 YARDS SOUTHWEST OF THE CENTER LINE OF THE
 FS0511'HIGHWAY, 54 1/2 FEET NORTHEAST OF POWER LINE POLE 457, 33 1/2
 FS0511'FEET NORTHEAST OF THE CENTER LINE OF A POWER LINE MAINTENANCE
 FS0511'ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 FS0511'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FS0511'FOOT ABOVE THE GROUND.
 FS0511
 FS0511                          STATION RECOVERY (1982)
 FS0511
 FS0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0511'10.5 KM (6.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0511'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 0.5 KM (0.3 MI) SOUTHEAST OF
 FS0511'MILEPOST 46, ABOUT 117 METERS (384 FT) WEST OF THE SOUTHWEST END OF A
 FS0511'DOUBLE 30-INCH CORRUGATED METAL PIPE CULVERT, ABOUT 94 METERS (309 FT)
 FS0511'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.6 METERS (54.5 FT)
 FS0511'NORTHEAST OF POWER LINE POLE 457, 10.2 METERS (33.5 FT) NORTHEAST OF
 FS0511'THE CENTERLINE OF A POWER LINE MAINTENANCE ROAD,
 FS0511'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 FS0511'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0525 ***********************************************************************
 CG0525  DESIGNATION -  N 117
 CG0525  PID         -  CG0525
 CG0525  STATE/COUNTY-  AZ/PIMA
 CG0525  USGS QUAD   -  ARIVACA (1979)
 CG0525
 CG0525                         *CURRENT SURVEY CONTROL
 CG0525  ___________________________________________________________________
 CG0525* NAD 83(1986)-  31 33 30.     (N)    111 19 01.     (W)     SCALED    
 CG0525* NAVD 88     -      1143.61   (+/-2cm)    3752.0    (feet)  VERTCON   
 CG0525  ___________________________________________________________________
 CG0525  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CG0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0525
 CG0525.The horizontal coordinates were scaled from a topographic map and have
 CG0525.an estimated accuracy of +/- 6 seconds.
 CG0525
 CG0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0525.The vertical order pertains to the NGVD 29 superseded value.
 CG0525
 CG0525.The geoid height was determined by GEOID03.
 CG0525
 CG0525;                    North         East    Units  Estimated Accuracy
 CG0525;SPC AZ C     -    62,060.      270,290.      MT  (+/- 180 meters Scaled)
 CG0525
 CG0525                          SUPERSEDED SURVEY CONTROL
 CG0525
 CG0525  NGVD 29 (??/??/92) 1142.777  (m)         3749.26   (f) ADJ UNCH    2 0
 CG0525
 CG0525.Superseded values are not recommended for survey control.
 CG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0525.See file dsdata.txt to determine how the superseded data were derived.
 CG0525
 CG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV699915(NAD 83)
 CG0525_MARKER: DB = BENCH MARK DISK
 CG0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0525_STAMPING: N 117 1935
 CG0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0525+STABILITY: SURFACE MOTION
 CG0525
 CG0525  HISTORY     - Date     Condition        Report By
 CG0525  HISTORY     - 1935     MONUMENTED       CGS
 CG0525
 CG0525                          STATION DESCRIPTION
 CG0525
 CG0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0525'2.1 MI SE FROM ARIVACA.
 CG0525'2.1 MILES SOUTHEAST ALONG THE RUBY ROAD FROM THE PUBLIC SCHOOL AT
 CG0525'ARIVACA, 325 FEET SOUTH OF THE JUNCTION OF A DIM ROAD LEADING
 CG0525'NORTHEAST, AND 45 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CG0525'DISK, STAMPED N 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0802 ***********************************************************************
 CG0802  DESIGNATION -  N 118
 CG0802  PID         -  CG0802
 CG0802  STATE/COUNTY-  AZ/PIMA
 CG0802  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0802
 CG0802                         *CURRENT SURVEY CONTROL
 CG0802  ___________________________________________________________________
 CG0802* NAD 83(1986)-  31 34 30.     (N)    111 30 46.     (W)     SCALED    
 CG0802* NAVD 88     -      1058.43   (+/-2cm)    3472.5    (feet)  VERTCON   
 CG0802  ___________________________________________________________________
 CG0802  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CG0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0802
 CG0802.The horizontal coordinates were scaled from a topographic map and have
 CG0802.an estimated accuracy of +/- 6 seconds.
 CG0802
 CG0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0802.The vertical order pertains to the NGVD 29 superseded value.
 CG0802
 CG0802.The geoid height was determined by GEOID03.
 CG0802
 CG0802;                    North         East    Units  Estimated Accuracy
 CG0802;SPC AZ C     -    63,820.      251,700.      MT  (+/- 180 meters Scaled)
 CG0802
 CG0802                          SUPERSEDED SURVEY CONTROL
 CG0802
 CG0802  NGVD 29 (??/??/92) 1057.632  (m)         3469.91   (f) ADJ UNCH    2 0
 CG0802
 CG0802.Superseded values are not recommended for survey control.
 CG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0802.See file dsdata.txt to determine how the superseded data were derived.
 CG0802
 CG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV513934(NAD 83)
 CG0802_MARKER: DB = BENCH MARK DISK
 CG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0802_STAMPING: N 118 1935
 CG0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0802+STABILITY: SURFACE MOTION
 CG0802
 CG0802  HISTORY     - Date     Condition        Report By
 CG0802  HISTORY     - 1935     MONUMENTED       CGS
 CG0802  HISTORY     - 1951     GOOD             NGS
 CG0802  HISTORY     - 1975     GOOD             USGS
 CG0802
 CG0802                          STATION DESCRIPTION
 CG0802
 CG0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0802'7.55 MI N FROM SASABE.
 CG0802'6.05 MILES ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0802'SASABE TO A T JUNCTION OF A ROAD LEADING EAST, THENCE 1.5 MILES EAST
 CG0802'ALONG A DIRT ROAD TOWARDS GILLS RANCH BUILDINGS, 0.25 MILE EAST OF A
 CG0802'CATTLE GUARD AND FENCE LINE, 20 1/2 FEET SOUTH OF THE CENTER LINE OF
 CG0802'THE ROAD, 6 FEET NORTH OF A NORTHWEST FENCE LINE, 1.9 FEET WEST OF THE
 CG0802'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0802'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0802
 CG0802                          STATION RECOVERY (1975)
 CG0802
 CG0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0802'SASABE, 6.1 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO T-RD.
 CG0802'JUNCTION, THENCE 1.5 MI E. ALONG RD. TO BUENOS AIRES RANCH. 270 FT S.
 CG0802'OF CENTERLINE OF RD., 6 FT N. OF FENCE. SET IN CONCRETE POST
 CG0802'PROJECTING 0.5 FT ABOVE GROUND. STANDARD DISK STAMPED N 118 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0397 ***********************************************************************
 FS0397  DESIGNATION -  N 119
 FS0397  PID         -  FS0397
 FS0397  STATE/COUNTY-  AZ/MOHAVE
 FS0397  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0397
 FS0397                         *CURRENT SURVEY CONTROL
 FS0397  ___________________________________________________________________
 FS0397* NAD 83(1986)-  35 53 40.     (N)    114 29 49.     (W)     SCALED    
 FS0397* NAVD 88     -       587.435  (meters)    1927.28   (feet)  POSTED    
 FS0397  ___________________________________________________________________
 FS0397  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FS0397  DYNAMIC HT  -         586.830 (meters)    1925.29  (feet)  COMP
 FS0397  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 FS0397
 FS0397  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0397
 FS0397.The horizontal coordinates were scaled from a topographic map and have
 FS0397.an estimated accuracy of +/- 6 seconds.
 FS0397
 FS0397.The orthometric height was determined by differential leveling
 FS0397.and adjusted by the  in 1992.
 FS0397.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0397.rate of 0.0 thru 1.0 mm/km.
 FS0397
 FS0397.The geoid height was determined by GEOID03.
 FS0397
 FS0397.The dynamic height is computed by dividing the NAVD 88
 FS0397.geopotential number by the normal gravity value computed on the
 FS0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0397.degrees latitude (g = 980.6199 gals.).
 FS0397
 FS0397.The modeled gravity was interpolated from observed gravity values.
 FS0397
 FS0397;                    North         East    Units  Estimated Accuracy
 FS0397;SPC AZ W     -   543,080.      145,930.      MT  (+/- 180 meters Scaled)
 FS0397
 FS0397                          SUPERSEDED SURVEY CONTROL
 FS0397
 FS0397  NGVD 29 (??/??/92)  586.706  (m)         1924.88   (f) ADJ UNCH    1 1
 FS0397
 FS0397.Superseded values are not recommended for survey control.
 FS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0397.See file dsdata.txt to determine how the superseded data were derived.
 FS0397
 FS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV259751(NAD 83)
 FS0397_MARKER: DB = BENCH MARK DISK
 FS0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0397_STAMPING: N 119 1935
 FS0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0397+STABILITY: SURFACE MOTION
 FS0397
 FS0397  HISTORY     - Date     Condition        Report By
 FS0397  HISTORY     - 1935     MONUMENTED       CGS
 FS0397  HISTORY     - 1950     GOOD             NGS
 FS0397  HISTORY     - 1963     GOOD             NGS
 FS0397
 FS0397                          STATION DESCRIPTION
 FS0397
 FS0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0397'13.3 MI S FROM MOUTH OF DETRITAL WASH.
 FS0397'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0397'MEAD, THENCE 6.4 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.4
 FS0397'MILE SOUTH OF THE JUNCTION OF A DIM TRACK ROAD LEADING NORTHWEST,
 FS0397'ON THE TOP OF A FLAT BARREN RIDGE, ABOUT 57 YARDS NORTH OF A
 FS0397'LONE 5-INCH MESQUITE TREE IN THE BOTTOM OF A DRY WASH, 49 1/2
 FS0397'FEET EAST OF THE CENTER LINE OF THE ROAD, 49 1/2 FEET SOUTHEAST
 FS0397'OF A 12-INCH YUCCA TREE, 2.9 FEET SOUTH OF A WITNESS POST,
 FS0397'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 FS0397'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 FS0397
 FS0397                          STATION RECOVERY (1963)
 FS0397
 FS0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1080 ***********************************************************************
 DV1080  DESIGNATION -  N 12
 DV1080  PID         -  DV1080
 DV1080  STATE/COUNTY-  AZ/LA PAZ
 DV1080  USGS QUAD   -  SALOME (1990)
 DV1080
 DV1080                         *CURRENT SURVEY CONTROL
 DV1080  ___________________________________________________________________
 DV1080* NAD 83(1986)-  33 48 05.     (N)    113 34 44.     (W)     SCALED    
 DV1080* NAVD 88     -       566.54   (+/-2cm)    1858.7    (feet)  VERTCON   
 DV1080  ___________________________________________________________________
 DV1080  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV1080  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1080
 DV1080.The horizontal coordinates were scaled from a topographic map and have
 DV1080.an estimated accuracy of +/- 6 seconds.
 DV1080
 DV1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1080.The vertical order pertains to the NGVD 29 superseded value.
 DV1080
 DV1080.The geoid height was determined by GEOID03.
 DV1080
 DV1080;                    North         East    Units  Estimated Accuracy
 DV1080;SPC AZ W     -   310,650.      229,200.      MT  (+/- 180 meters Scaled)
 DV1080
 DV1080                          SUPERSEDED SURVEY CONTROL
 DV1080
 DV1080  NGVD 29 (??/??/92)  565.849  (m)         1856.46   (f) ADJ UNCH    1 2
 DV1080
 DV1080.Superseded values are not recommended for survey control.
 DV1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1080.See file dsdata.txt to determine how the superseded data were derived.
 DV1080
 DV1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC612431(NAD 83)
 DV1080_MARKER: DB = BENCH MARK DISK
 DV1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1080_STAMPING: 1856.456 N 12 1927
 DV1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1080+STABILITY: SURFACE MOTION
 DV1080
 DV1080  HISTORY     - Date     Condition        Report By
 DV1080  HISTORY     - 1927     MONUMENTED       CGS
 DV1080  HISTORY     - 1961     MARK NOT FOUND   USGS
 DV1080  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1080
 DV1080                          STATION DESCRIPTION
 DV1080
 DV1080'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 DV1080'2.6 MI SW FROM WENDEN.
 DV1080'2.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1080'FROM THE STATION AT WENDEN, YUMA COUNTY, 0.5 MILE SOUTHWEST OF
 DV1080'MILEPOST 47, 75 FEET SOUTHEAST OF BRIDGE B 48, 75 FEET NORTHEAST OF A
 DV1080'WASH, 90 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 25 FEET
 DV1080'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60, AND 9.5 FEET NORTHWEST
 DV1080'OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 DV1080'1856.456 N 12 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DV1080'INCHES ABOVE GROUND.  NOTE-- PROBABLY DESTROYED IN HIGHWAY
 DV1080'CONSTRUCTION.
 DV1080
 DV1080                          STATION RECOVERY (1981)
 DV1080
 DV1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1080'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0429 ***********************************************************************
 GR0429  DESIGNATION -  N 120
 GR0429  PID         -  GR0429
 GR0429  STATE/COUNTY-  AZ/MOHAVE
 GR0429  USGS QUAD   -  BONELLI BAY (1983)
 GR0429
 GR0429                         *CURRENT SURVEY CONTROL
 GR0429  ___________________________________________________________________
 GR0429* NAD 83(1986)-  36 01 01.     (N)    114 28 16.     (W)     SCALED    
 GR0429* NAVD 88     -       407.384  (meters)    1336.56   (feet)  POSTED    
 GR0429  ___________________________________________________________________
 GR0429  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR0429  DYNAMIC HT  -         406.980 (meters)    1335.23  (feet)  COMP
 GR0429  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 GR0429
 GR0429  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0429
 GR0429.The horizontal coordinates were scaled from a topographic map and have
 GR0429.an estimated accuracy of +/- 6 seconds.
 GR0429
 GR0429.The orthometric height was determined by differential leveling
 GR0429.and adjusted by the  in 1992.
 GR0429.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0429.rate of 0.0 thru 1.0 mm/km.
 GR0429
 GR0429.The geoid height was determined by GEOID03.
 GR0429
 GR0429.The dynamic height is computed by dividing the NAVD 88
 GR0429.geopotential number by the normal gravity value computed on the
 GR0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0429.degrees latitude (g = 980.6199 gals.).
 GR0429
 GR0429.The modeled gravity was interpolated from observed gravity values.
 GR0429
 GR0429;                    North         East    Units  Estimated Accuracy
 GR0429;SPC AZ W     -   556,650.      148,360.      MT  (+/- 180 meters Scaled)
 GR0429
 GR0429                          SUPERSEDED SURVEY CONTROL
 GR0429
 GR0429  NGVD 29 (??/??/92)  406.663  (m)         1334.19   (f) ADJ UNCH    1 1
 GR0429
 GR0429.Superseded values are not recommended for survey control.
 GR0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0429.See file dsdata.txt to determine how the superseded data were derived.
 GR0429
 GR0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278887(NAD 83)
 GR0429_MARKER: DB = BENCH MARK DISK
 GR0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0429_STAMPING: N 120 1935
 GR0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0429+STABILITY: SURFACE MOTION
 GR0429
 GR0429  HISTORY     - Date     Condition        Report By
 GR0429  HISTORY     - 1935     MONUMENTED       CGS
 GR0429  HISTORY     - 1950     GOOD             NGS
 GR0429  HISTORY     - 1963     GOOD             NGS
 GR0429
 GR0429                          STATION DESCRIPTION
 GR0429
 GR0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0429'2.9 MI S FROM MOUTH OF DTRITAL WASH.
 GR0429'2.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0429'ABOUT 110 YARDS WEST OF THE EDGE OF THE WASH, ABOUT 255 YARDS EAST OF
 GR0429'THE FOOTHILLS, 25 FEET WEST OF THE HIGHWATER MARK, 2.8 FEET SOUTH OF A
 GR0429'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 GR0429'FOOT ABOVE THE GROUND.
 GR0429
 GR0429                          STATION RECOVERY (1963)
 GR0429
 GR0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0693 ***********************************************************************
 CG0693  DESIGNATION -  N 122
 CG0693  PID         -  CG0693
 CG0693  STATE/COUNTY-  AZ/PIMA
 CG0693  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0693
 CG0693                         *CURRENT SURVEY CONTROL
 CG0693  ___________________________________________________________________
 CG0693* NAD 83(1986)-  31 37 16.     (N)    111 42 14.     (W)     SCALED    
 CG0693* NAVD 88     -       852.11   (+/-2cm)    2795.6    (feet)  VERTCON   
 CG0693  ___________________________________________________________________
 CG0693  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CG0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0693
 CG0693.The horizontal coordinates were scaled from a topographic map and have
 CG0693.an estimated accuracy of +/- 6 seconds.
 CG0693
 CG0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0693.The vertical order pertains to the NGVD 29 superseded value.
 CG0693
 CG0693.The geoid height was determined by GEOID03.
 CG0693
 CG0693;                    North         East    Units  Estimated Accuracy
 CG0693;SPC AZ C     -    68,880.      233,550.      MT  (+/- 180 meters Scaled)
 CG0693
 CG0693                          SUPERSEDED SURVEY CONTROL
 CG0693
 CG0693  NGVD 29 (??/??/92)  851.353  (m)         2793.15   (f) ADJ UNCH    2 0
 CG0693
 CG0693.Superseded values are not recommended for survey control.
 CG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0693.See file dsdata.txt to determine how the superseded data were derived.
 CG0693
 CG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV332986(NAD 83)
 CG0693_MARKER: DB = BENCH MARK DISK
 CG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0693_STAMPING: N 122 1952
 CG0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0693+STABILITY: SURFACE MOTION
 CG0693
 CG0693  HISTORY     - Date     Condition        Report By
 CG0693  HISTORY     - 1952     MONUMENTED       CGS
 CG0693  HISTORY     - 1977     GOOD             USGS
 CG0693
 CG0693                          STATION DESCRIPTION
 CG0693
 CG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0693'5.05 MI E FROM SAN MIGUEL.
 CG0693'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0693'MIGUEL, THENCE 0.75 MILE SOUTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0693'ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET
 CG0693'SOUTHWEST OF THE CENTER OF A SMALL DRAIN, 2.1 FEET SOUTH OF A WITNESS
 CG0693'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0693'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0693
 CG0693                          STATION RECOVERY (1977)
 CG0693
 CG0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0693'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0693'THENCE 0.75 MI SE. ALONG DIRT RD. 28 FT NE. OF CENTERLINE OF RD.,
 CG0693'18-1/2 FT SW. OF CENTERLINE OF SMALL DRAIN, ABOUT 1 FT HIGHER THAN
 CG0693'RD. SET IN CONCRETE POST PROJECTING 0.6 FT ABOVE GROUND. STANDARD
 CG0693'DISK STAMPED N 122 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0076 ***********************************************************************
 DU0076  DESIGNATION -  N 123
 DU0076  PID         -  DU0076
 DU0076  STATE/COUNTY-  AZ/GILA
 DU0076  USGS QUAD   -  SONTAG CREEK (1979)
 DU0076
 DU0076                         *CURRENT SURVEY CONTROL
 DU0076  ___________________________________________________________________
 DU0076* NAD 83(1986)-  33 36 56.     (N)    110 18 31.     (W)     SCALED    
 DU0076* NAVD 88     -      1802.796  (meters)    5914.67   (feet)  ADJUSTED  
 DU0076  ___________________________________________________________________
 DU0076  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DU0076  DYNAMIC HT  -        1800.134 (meters)    5905.94  (feet)  COMP
 DU0076  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 DU0076
 DU0076  VERT ORDER  -  SECOND    CLASS 0
 DU0076
 DU0076.The horizontal coordinates were scaled from a topographic map and have
 DU0076.an estimated accuracy of +/- 6 seconds.
 DU0076
 DU0076.The orthometric height was determined by differential leveling
 DU0076.and adjusted in June 1991.
 DU0076
 DU0076.The geoid height was determined by GEOID03.
 DU0076
 DU0076.The dynamic height is computed by dividing the NAVD 88
 DU0076.geopotential number by the normal gravity value computed on the
 DU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0076.degrees latitude (g = 980.6199 gals.).
 DU0076
 DU0076.The modeled gravity was interpolated from observed gravity values.
 DU0076
 DU0076;                    North         East    Units  Estimated Accuracy
 DU0076;SPC AZ E     -   290,030.      200,190.      MT  (+/- 180 meters Scaled)
 DU0076
 DU0076                          SUPERSEDED SURVEY CONTROL
 DU0076
 DU0076  NGVD 29 (??/??/92) 1802.073  (m)         5912.30   (f) ADJ UNCH    2 0
 DU0076
 DU0076.Superseded values are not recommended for survey control.
 DU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0076.See file dsdata.txt to determine how the superseded data were derived.
 DU0076
 DU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC641197(NAD 83)
 DU0076_MARKER: DB = BENCH MARK DISK
 DU0076_SETTING: 80 = SET IN A BOULDER
 DU0076_SP_SET: BOULDER
 DU0076_STAMPING: N 123 1935
 DU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0076+STABILITY: SURFACE MOTION
 DU0076
 DU0076  HISTORY     - Date     Condition        Report By
 DU0076  HISTORY     - 1935     MONUMENTED       CGS
 DU0076
 DU0076                          STATION DESCRIPTION
 DU0076
 DU0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0076'5.7 MI NE FROM HILLTOP.
 DU0076'5.7 MILES NORTHEAST ALONG THE WARM SPRING ROAD FROM HILLTOP, GILA
 DU0076'COUNTY, 75 FEET NORTH OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 DU0076'73, THE TURKEY TANKS ROAD, AND THE SAWMILL RANGER STATION ROAD, 27
 DU0076'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 73, AND IN THE TOP OF A
 DU0076'PROMINENT BOULDER.  A STANDARD DISK, STAMPED N 123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0494 ***********************************************************************
 FR0494  DESIGNATION -  N 124
 FR0494  PID         -  FR0494
 FR0494  STATE/COUNTY-  AZ/MOHAVE
 FR0494  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0494
 FR0494                         *CURRENT SURVEY CONTROL
 FR0494  ___________________________________________________________________
 FR0494* NAD 83(1986)-  35 19 36.     (N)    113 54 06.     (W)     SCALED    
 FR0494* NAVD 88     -       995.919  (meters)    3267.44   (feet)  ADJUSTED  
 FR0494  ___________________________________________________________________
 FR0494  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FR0494  DYNAMIC HT  -         994.736 (meters)    3263.56  (feet)  COMP
 FR0494  MODELED GRAV-     979,412.5   (mgal)                       NAVD 88
 FR0494
 FR0494  VERT ORDER  -  FIRST     CLASS I
 FR0494
 FR0494.The horizontal coordinates were scaled from a topographic map and have
 FR0494.an estimated accuracy of +/- 6 seconds.
 FR0494
 FR0494.The orthometric height was determined by differential leveling
 FR0494.and adjusted in June 1991.
 FR0494
 FR0494.The geoid height was determined by GEOID03.
 FR0494
 FR0494.The dynamic height is computed by dividing the NAVD 88
 FR0494.geopotential number by the normal gravity value computed on the
 FR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0494.degrees latitude (g = 980.6199 gals.).
 FR0494
 FR0494.The modeled gravity was interpolated from observed gravity values.
 FR0494
 FR0494;                    North         East    Units  Estimated Accuracy
 FR0494;SPC AZ W     -   479,840.      199,570.      MT  (+/- 180 meters Scaled)
 FR0494
 FR0494                          SUPERSEDED SURVEY CONTROL
 FR0494
 FR0494  NGVD 29 (??/??/92)  995.133  (m)         3264.87   (f) ADJ UNCH    1 1
 FR0494
 FR0494.Superseded values are not recommended for survey control.
 FR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0494.See file dsdata.txt to determine how the superseded data were derived.
 FR0494
 FR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE362131(NAD 83)
 FR0494_MARKER: DB = BENCH MARK DISK
 FR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0494_STAMPING: N 124 1935
 FR0494_MARK LOGO: CGS   
 FR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0494+STABILITY: SURFACE MOTION
 FR0494
 FR0494  HISTORY     - Date     Condition        Report By
 FR0494  HISTORY     - 1935     MONUMENTED       CGS
 FR0494  HISTORY     - 1947     GOOD             NGS
 FR0494  HISTORY     - 1982     GOOD             NGS
 FR0494
 FR0494                          STATION DESCRIPTION
 FR0494
 FR0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FR0494'14.1 MI SW FROM KINGMAN.
 FR0494'14.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0494'FROM THE STATION AT HACKBERRY, MOHAVE COUNTY, 13.5 MILES NORTHEAST OF
 FR0494'KINGMAN, DIRECTLY ACROSS THE TRACK FROM MILEPOST 503, 95 FEET
 FR0494'NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK, AND 3 FEET SOUTH OF A
 FR0494'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 124 1935 AND
 FR0494'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FR0494
 FR0494                          STATION RECOVERY (1982)
 FR0494
 FR0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0494'21.7 KM (13.5 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0494'FE RAILROAD FROM THE STATION AT KINGMAN, 30.3 METERS (99.5 FEET)
 FR0494'NORTHWEST OF THE NORTHWEST RAIL, 27.6 METERS (90.5 FEET) NORTHWEST OF
 FR0494'RAILROAD MILEPOST 503, 4.6 METERS (15.0 FEET) NORTHWEST OF THE CENTER
 FR0494'OF A DIRT ROAD.
 FR0494'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 FR0494'THE MARK IS 1.9 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0370 ***********************************************************************
 GR0370  DESIGNATION -  N 126
 GR0370  PID         -  GR0370
 GR0370  STATE/COUNTY-  AZ/MOHAVE
 GR0370  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0370
 GR0370                         *CURRENT SURVEY CONTROL
 GR0370  ___________________________________________________________________
 GR0370* NAD 83(1986)-  36 01 23.     (N)    114 04 28.     (W)     SCALED    
 GR0370* NAVD 88     -       914.908  (meters)    3001.66   (feet)  POSTED    
 GR0370  ___________________________________________________________________
 GR0370  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR0370  DYNAMIC HT  -         913.920 (meters)    2998.42  (feet)  COMP
 GR0370  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 GR0370
 GR0370  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0370
 GR0370.The horizontal coordinates were scaled from a topographic map and have
 GR0370.an estimated accuracy of +/- 6 seconds.
 GR0370
 GR0370.The orthometric height was determined by differential leveling
 GR0370.and adjusted by the  in 1992.
 GR0370.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0370.rate of 0.0 thru 1.0 mm/km.
 GR0370
 GR0370.The geoid height was determined by GEOID03.
 GR0370
 GR0370.The dynamic height is computed by dividing the NAVD 88
 GR0370.geopotential number by the normal gravity value computed on the
 GR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0370.degrees latitude (g = 980.6199 gals.).
 GR0370
 GR0370.The modeled gravity was interpolated from observed gravity values.
 GR0370
 GR0370;                    North         East    Units  Estimated Accuracy
 GR0370;SPC AZ W     -   557,140.      184,120.      MT  (+/- 180 meters Scaled)
 GR0370
 GR0370                          SUPERSEDED SURVEY CONTROL
 GR0370
 GR0370  NGVD 29 (??/??/92)  914.186  (m)         2999.29   (f) ADJ UNCH    1 1
 GR0370
 GR0370.Superseded values are not recommended for survey control.
 GR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0370.See file dsdata.txt to determine how the superseded data were derived.
 GR0370
 GR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV636904(NAD 83)
 GR0370_MARKER: DB = BENCH MARK DISK
 GR0370_SETTING: 80 = SET IN A BOULDER
 GR0370_SP_SET: BOULDER
 GR0370_STAMPING: N 126 1935
 GR0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0370+STABILITY: SURFACE MOTION
 GR0370
 GR0370  HISTORY     - Date     Condition        Report By
 GR0370  HISTORY     - 1935     MONUMENTED       CGS
 GR0370  HISTORY     - 1950     GOOD             NGS
 GR0370
 GR0370                          STATION DESCRIPTION
 GR0370
 GR0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0370'9.4 MI S FROM PIERCES FERRY.
 GR0370'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0370'STATION AT PIERCES FERRY, THENCE 8.9 MILES SOUTH ALONG AN OLD
 GR0370'ABANDONED ROAD, ABOUT 0.5 MILE EAST OF THE PARK SERVICE ROAD, IN THE
 GR0370'TOP OF A LARGE GRANITE BOULDER, ON THE SOUTH SLOPE OF A RIDGE, 46 FEET
 GR0370'NORTHEAST OF THE APPROXIMATE CENTER OF A WASH, 35 FEET EAST OF THE
 GR0370'CENTER LINE OF THE ROAD, 22 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GR0370'THE RIDGE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0080 ***********************************************************************
 GQ0080  DESIGNATION -  N 127
 GQ0080  PID         -  GQ0080
 GQ0080  STATE/COUNTY-  AZ/MOHAVE
 GQ0080  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0080
 GQ0080                         *CURRENT SURVEY CONTROL
 GQ0080  ___________________________________________________________________
 GQ0080* NAD 83(1986)-  36 08 52.     (N)    113 58 05.     (W)     SCALED    
 GQ0080* NAVD 88     -       402.630  (meters)    1320.96   (feet)  POSTED    
 GQ0080  ___________________________________________________________________
 GQ0080  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GQ0080  DYNAMIC HT  -         402.210 (meters)    1319.58  (feet)  COMP
 GQ0080  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 GQ0080
 GQ0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0080
 GQ0080.The horizontal coordinates were scaled from a topographic map and have
 GQ0080.an estimated accuracy of +/- 6 seconds.
 GQ0080
 GQ0080.The orthometric height was determined by differential leveling
 GQ0080.and adjusted by the  in 1992.
 GQ0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0080.rate of 0.0 thru 1.0 mm/km.
 GQ0080
 GQ0080.The geoid height was determined by GEOID03.
 GQ0080
 GQ0080.The dynamic height is computed by dividing the NAVD 88
 GQ0080.geopotential number by the normal gravity value computed on the
 GQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0080.degrees latitude (g = 980.6199 gals.).
 GQ0080
 GQ0080.The modeled gravity was interpolated from observed gravity values.
 GQ0080
 GQ0080;                    North         East    Units  Estimated Accuracy
 GQ0080;SPC AZ W     -   570,950.      193,740.      MT  (+/- 180 meters Scaled)
 GQ0080
 GQ0080                          SUPERSEDED SURVEY CONTROL
 GQ0080
 GQ0080  NGVD 29 (??/??/92)  401.940  (m)         1318.70   (f) ADJ UNCH    1 1
 GQ0080
 GQ0080.Superseded values are not recommended for survey control.
 GQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0080.See file dsdata.txt to determine how the superseded data were derived.
 GQ0080
 GQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF329044(NAD 83)
 GQ0080_MARKER: DB = BENCH MARK DISK
 GQ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0080_STAMPING: N 127 1935
 GQ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0080+STABILITY: SURFACE MOTION
 GQ0080
 GQ0080  HISTORY     - Date     Condition        Report By
 GQ0080  HISTORY     - 1935     MONUMENTED       CGS
 GQ0080  HISTORY     - 1950     GOOD             NGS
 GQ0080
 GQ0080                          STATION DESCRIPTION
 GQ0080
 GQ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0080'65.4 MI SE FROM RIVERSIDE, NV.
 GQ0080'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0080'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0080'THENCE 25.7 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0080'FERRY ROAD, AT A POINT WHERE THE ROAD STARTS TO DESCEND A GRADE TO THE
 GQ0080'SHORE OF LAKE MEAD, ABOUT 60 YARDS NORTHWEST OF AND ACROSS A SMALL
 GQ0080'RAVINE FROM THE TOP OF A RIDGE, 12 FEET SOUTHEAST OF THE CENTER LINE
 GQ0080'OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 GQ0080'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 GQ0080'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0426 ***********************************************************************
 FS0426  DESIGNATION -  N 128
 FS0426  PID         -  FS0426
 FS0426  STATE/COUNTY-  AZ/MOHAVE
 FS0426  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0426
 FS0426                         *CURRENT SURVEY CONTROL
 FS0426  ___________________________________________________________________
 FS0426* NAD 83(1986)-  35 55 13.     (N)    114 10 13.     (W)     SCALED    
 FS0426* NAVD 88     -       670.788  (meters)    2200.74   (feet)  POSTED    
 FS0426  ___________________________________________________________________
 FS0426  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FS0426  DYNAMIC HT  -         670.080 (meters)    2198.42  (feet)  COMP
 FS0426  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 FS0426
 FS0426  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0426
 FS0426.The horizontal coordinates were scaled from a topographic map and have
 FS0426.an estimated accuracy of +/- 6 seconds.
 FS0426
 FS0426.The orthometric height was determined by differential leveling
 FS0426.and adjusted by the  in 1992.
 FS0426.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0426.rate of 0.0 thru 1.0 mm/km.
 FS0426
 FS0426.The geoid height was determined by GEOID03.
 FS0426
 FS0426.The dynamic height is computed by dividing the NAVD 88
 FS0426.geopotential number by the normal gravity value computed on the
 FS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0426.degrees latitude (g = 980.6199 gals.).
 FS0426
 FS0426.The modeled gravity was interpolated from observed gravity values.
 FS0426
 FS0426;                    North         East    Units  Estimated Accuracy
 FS0426;SPC AZ W     -   545,770.      175,430.      MT  (+/- 180 meters Scaled)
 FS0426
 FS0426                          SUPERSEDED SURVEY CONTROL
 FS0426
 FS0426  NGVD 29 (??/??/92)  670.110  (m)         2198.52   (f) ADJ UNCH    1 1
 FS0426
 FS0426.Superseded values are not recommended for survey control.
 FS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0426.See file dsdata.txt to determine how the superseded data were derived.
 FS0426
 FS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV553788(NAD 83)
 FS0426_MARKER: DB = BENCH MARK DISK
 FS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0426_STAMPING: N 128 1935
 FS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0426+STABILITY: SURFACE MOTION
 FS0426
 FS0426  HISTORY     - Date     Condition        Report By
 FS0426  HISTORY     - 1935     MONUMENTED       CGS
 FS0426  HISTORY     - 1950     GOOD             NGS
 FS0426  HISTORY     - 19870219 MARK NOT FOUND   USPSQD
 FS0426
 FS0426                          STATION DESCRIPTION
 FS0426
 FS0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0426'8.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0426'8.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0426'WASH ON THE SOUTH SHORE OF LAKE MEAD, IN HUALPAI WASH, ON A LOW
 FS0426'RIDGE BETWEEN TWO CHANNELS, 0.2 MILE SOUTH OF THE JUNCTION OF A
 FS0426'DIRT ROAD LEADING WEST, 42 FEET WEST OF THE CENTER LINE OF THE
 FS0426'ROAD, 2.4 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 FS0426'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 FS0426'FOOT ABOVE THE GROUND.
 FS0426
 FS0426                          STATION RECOVERY (1987)
 FS0426
 FS0426'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0094 ***********************************************************************
 GQ0094  DESIGNATION -  N 129
 GQ0094  PID         -  GQ0094
 GQ0094  STATE/COUNTY-  AZ/MOHAVE
 GQ0094  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0094
 GQ0094                         *CURRENT SURVEY CONTROL
 GQ0094  ___________________________________________________________________
 GQ0094* NAD 83(1986)-  36 11 02.     (N)    113 55 43.     (W)     SCALED    
 GQ0094* NAVD 88     -       491.837  (meters)    1613.64   (feet)  POSTED    
 GQ0094  ___________________________________________________________________
 GQ0094  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GQ0094  DYNAMIC HT  -         491.310 (meters)    1611.91  (feet)  COMP
 GQ0094  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 GQ0094
 GQ0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0094
 GQ0094.The horizontal coordinates were scaled from a topographic map and have
 GQ0094.an estimated accuracy of +/- 6 seconds.
 GQ0094
 GQ0094.The orthometric height was determined by differential leveling
 GQ0094.and adjusted by the  in 1992.
 GQ0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0094.rate of 0.0 thru 1.0 mm/km.
 GQ0094
 GQ0094.The geoid height was determined by GEOID03.
 GQ0094
 GQ0094.The dynamic height is computed by dividing the NAVD 88
 GQ0094.geopotential number by the normal gravity value computed on the
 GQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0094.degrees latitude (g = 980.6199 gals.).
 GQ0094
 GQ0094.The modeled gravity was interpolated from observed gravity values.
 GQ0094
 GQ0094;                    North         East    Units  Estimated Accuracy
 GQ0094;SPC AZ W     -   574,950.      197,290.      MT  (+/- 180 meters Scaled)
 GQ0094
 GQ0094                          SUPERSEDED SURVEY CONTROL
 GQ0094
 GQ0094  NGVD 29 (??/??/92)  491.124  (m)         1611.30   (f) ADJ UNCH    1 1
 GQ0094
 GQ0094.Superseded values are not recommended for survey control.
 GQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0094.See file dsdata.txt to determine how the superseded data were derived.
 GQ0094
 GQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF366083(NAD 83)
 GQ0094_MARKER: DB = BENCH MARK DISK
 GQ0094_SETTING: 80 = SET IN A BOULDER
 GQ0094_SP_SET: BOULDER
 GQ0094_STAMPING: N 129 1935
 GQ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0094+STABILITY: SURFACE MOTION
 GQ0094
 GQ0094  HISTORY     - Date     Condition        Report By
 GQ0094  HISTORY     - 1935     MONUMENTED       CGS
 GQ0094  HISTORY     - 1950     GOOD             NGS
 GQ0094
 GQ0094                          STATION DESCRIPTION
 GQ0094
 GQ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0094'61.6 MI SE FROM RIVERSIDE, NV.
 GQ0094'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0094'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0094'THENCE 21.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0094'FERRY ROAD, IN SNAP CANYON, AT THE FOOT OF THE EAST BANK, IN THE TOP
 GQ0094'OF THE EAST ONE OF TWO DOME SHAPED GRANITE BOULDERS, 40 FEET EAST OF
 GQ0094'THE APPROXIMATE CENTER OF THE MAIN CHANNEL OF THE CANYON, AND ABOUT 4
 GQ0094'FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0793 ***********************************************************************
 DV0793  DESIGNATION -  N 13
 DV0793  PID         -  DV0793
 DV0793  STATE/COUNTY-  AZ/MARICOPA
 DV0793  USGS QUAD   -  ARLINGTON (1984)
 DV0793
 DV0793                         *CURRENT SURVEY CONTROL
 DV0793  ___________________________________________________________________
 DV0793* NAD 83(2007)-  33 15 35.34050(N)    112 47 51.88972(W)     ADJUSTED  
 DV0793* NAVD 88     -       240.026  (meters)     787.49   (feet)  ADJUSTED  
 DV0793  ___________________________________________________________________
 DV0793  EPOCH DATE  -        2007.00
 DV0793  X           -  -2,068,713.727 (meters)                     COMP
 DV0793  Y           -  -4,921,817.204 (meters)                     COMP
 DV0793  Z           -   3,478,204.223 (meters)                     COMP
 DV0793  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DV0793  ELLIP HEIGHT-         208.929 (meters)          (02/10/07) ADJUSTED
 DV0793  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV0793  DYNAMIC HT  -         239.750 (meters)     786.58  (feet)  COMP
 DV0793
 DV0793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0793  Type    PID    Designation                      North   East  Ellip
 DV0793  -------------------------------------------------------------------
 DV0793  NETWORK DV0793 N 13                              0.76   0.74   1.14
 DV0793  -------------------------------------------------------------------
 DV0793  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DV0793
 DV0793  VERT ORDER  -  FIRST     CLASS II
 DV0793
 DV0793.The horizontal coordinates were established by GPS observations
 DV0793.and adjusted by the National Geodetic Survey in February 2007.
 DV0793
 DV0793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0793.The horizontal coordinates are valid at the epoch date displayed above.
 DV0793.The epoch date for horizontal control is a decimal equivalence
 DV0793.of Year/Month/Day.
 DV0793
 DV0793.The orthometric height was determined by differential leveling
 DV0793.and adjusted in June 1991.
 DV0793
 DV0793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0793
 DV0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0793
 DV0793.The ellipsoidal height was determined by GPS observations
 DV0793.and is referenced to NAD 83.
 DV0793
 DV0793.The geoid height was determined by GEOID03.
 DV0793
 DV0793.The dynamic height is computed by dividing the NAVD 88
 DV0793.geopotential number by the normal gravity value computed on the
 DV0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0793.degrees latitude (g = 980.6199 gals.).
 DV0793
 DV0793.The modeled gravity was interpolated from observed gravity values.
 DV0793
 DV0793;                    North         East     Units Scale Factor Converg.
 DV0793;SPC AZ C     -   250,910.286   131,269.287   MT  0.99998306   -0 28 59.7
 DV0793;SPC AZ C     -   823,196.48    430,673.51   iFT  0.99998306   -0 28 59.7
 DV0793;UTM  12      - 3,681,531.938   332,544.861   MT  0.99994574   -0 59 10.2
 DV0793
 DV0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0793!SPC AZ C     -   0.99996720  x   0.99998306  =   0.99995026
 DV0793!UTM  12      -   0.99996720  x   0.99994574  =   0.99991294
 DV0793
 DV0793                          SUPERSEDED SURVEY CONTROL
 DV0793
 DV0793  NAD 83(1992)-  33 15 35.33967(N)    112 47 51.88945(W) AD(       ) B
 DV0793  ELLIP H (04/12/01)  208.961  (m)                       GP(       ) 3 2
 DV0793  NAVD 88 (04/12/01)  240.03   (m)          787.5    (f) LEVELING    3  
 DV0793  NGVD 29 (??/??/92)  239.384  (m)          785.38   (f) ADJ UNCH    1 2
 DV0793
 DV0793.Superseded values are not recommended for survey control.
 DV0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0793.See file dsdata.txt to determine how the superseded data were derived.
 DV0793
 DV0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3254581532(NAD 83)
 DV0793_MARKER: DB = BENCH MARK DISK
 DV0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0793_STAMPING: N 13 1927 785.412
 DV0793_MARK LOGO: CGS   
 DV0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0793+STABILITY: SURFACE MOTION
 DV0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0793+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0793
 DV0793  HISTORY     - Date     Condition        Report By
 DV0793  HISTORY     - 1927     MONUMENTED       CGS
 DV0793  HISTORY     - 1967     GOOD             NGS
 DV0793  HISTORY     - 1971     GOOD             NGS
 DV0793  HISTORY     - 1981     GOOD             NGS
 DV0793  HISTORY     - 20000510 GOOD             MCDOT
 DV0793  HISTORY     - 20060128 GOOD             USPSQD
 DV0793  HISTORY     - 20060129 GOOD             USPSQD
 DV0793  HISTORY     - 20070413 GOOD             GEOCAC
 DV0793  HISTORY     - 20081129 GOOD             GEOCAC
 DV0793
 DV0793                          STATION DESCRIPTION
 DV0793
 DV0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0793'5.25 MI SW FROM ARLINGTON.
 DV0793'5.25 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0793'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0793'18, T 2 S, R 5 W, ABOUT 0.1 MILE NORTH OF A LARGE FEED MILL, 48 FEET
 DV0793'WEST OF THE CENTER LINE OF THE HIGHWAY, 139 FEET SOUTH OF THE CENTER
 DV0793'LINE OF A PAVED ROAD LEADING WEST, 52 FEET NORTH OF THE CENTER OF A
 DV0793'GATE WHICH LEADS INTO A CATTLE FEEDING LOT, 2 FEET EAST OF A BOARD
 DV0793'FENCE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 DV0793'OF A CONCRETE POST WHICH HAS BEEN REINFORCED BY A 24-INCH BLOCK OF
 DV0793'CONCRETE WHICH WAS POURED AROUND THE MARK AND PROJECTS 2 FEET.
 DV0793
 DV0793                          STATION RECOVERY (1971)
 DV0793
 DV0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DV0793'RECOVERED IN GOOD CONDITION.
 DV0793
 DV0793                          STATION RECOVERY (1981)
 DV0793
 DV0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0793'RECOVERED IN GOOD CONDITION.
 DV0793
 DV0793                          STATION RECOVERY (2000)
 DV0793
 DV0793'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0793'RECOVERED AS DESCRIBED.
 DV0793
 DV0793                          STATION RECOVERY (2006)
 DV0793
 DV0793'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0793'RECOVERED AS DESCRIBED.
 DV0793
 DV0793                          STATION RECOVERY (2006)
 DV0793
 DV0793'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0793'RECOVERED AS DESCRIBED..
 DV0793
 DV0793                          STATION RECOVERY (2007)
 DV0793
 DV0793'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0793'RECOVERED IN GOOD CONDITION.
 DV0793
 DV0793                          STATION RECOVERY (2008)
 DV0793
 DV0793'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV0793'RECOVERED IN GOOD CONDITION. THE MONUMENT AND MARK HAVE RECENTLY
 DV0793'BEEN PAINTED AND ENHANCED FOR AERIAL VISIBILITY.  HANDHELD GPSR
 DV0793' INDICATED COORDINATES OF N 33 15.591' W 112 47.865'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1420 ***********************************************************************
 GR1420  DESIGNATION -  N 130
 GR1420  PID         -  GR1420
 GR1420  STATE/COUNTY-  AZ/MOHAVE
 GR1420  USGS QUAD   -  AZURE RIDGE (1983)
 GR1420
 GR1420                         *CURRENT SURVEY CONTROL
 GR1420  ___________________________________________________________________
 GR1420* NAD 83(1986)-  36 20 53.     (N)    114 00 32.     (W)     SCALED    
 GR1420* NAVD 88     -       543.624  (meters)    1783.54   (feet)  POSTED    
 GR1420  ___________________________________________________________________
 GR1420  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 GR1420  DYNAMIC HT  -         543.070 (meters)    1781.72  (feet)  COMP
 GR1420  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 GR1420
 GR1420  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR1420
 GR1420.The horizontal coordinates were scaled from a topographic map and have
 GR1420.an estimated accuracy of +/- 6 seconds.
 GR1420
 GR1420.The orthometric height was determined by differential leveling
 GR1420.and adjusted by the  in 1992.
 GR1420.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR1420.rate of 0.0 thru 1.0 mm/km.
 GR1420
 GR1420.The geoid height was determined by GEOID03.
 GR1420
 GR1420.The dynamic height is computed by dividing the NAVD 88
 GR1420.geopotential number by the normal gravity value computed on the
 GR1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1420.degrees latitude (g = 980.6199 gals.).
 GR1420
 GR1420.The modeled gravity was interpolated from observed gravity values.
 GR1420
 GR1420;                    North         East    Units  Estimated Accuracy
 GR1420;SPC AZ W     -   593,180.      190,120.      MT  (+/- 180 meters Scaled)
 GR1420
 GR1420                          SUPERSEDED SURVEY CONTROL
 GR1420
 GR1420  NGVD 29 (??/??/92)  542.930  (m)         1781.26   (f) ADJ UNCH    1 1
 GR1420
 GR1420.Superseded values are not recommended for survey control.
 GR1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1420.See file dsdata.txt to determine how the superseded data were derived.
 GR1420
 GR1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA684267(NAD 83)
 GR1420_MARKER: DB = BENCH MARK DISK
 GR1420_SETTING: 80 = SET IN A BOULDER
 GR1420_SP_SET: BOULDER
 GR1420_STAMPING: N 130 1935
 GR1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1420+STABILITY: SURFACE MOTION
 GR1420
 GR1420  HISTORY     - Date     Condition        Report By
 GR1420  HISTORY     - 1935     MONUMENTED       CGS
 GR1420  HISTORY     - 1950     GOOD             NGS
 GR1420
 GR1420                          STATION DESCRIPTION
 GR1420
 GR1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR1420'37.6 MI S FROM RIVERSIDE, NV.
 GR1420'37.6 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR1420'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, IN
 GR1420'BLACK WASH, ABOUT 64 YARDS NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GR1420'ABOUT 39 YARDS SOUTHWEST OF THE NORTHEAST OF THE CENTER LINE OF THE
 GR1420'ROAD, ABOUT 39 YARDS SOUTHWEST OF THE NORTHEAST BANK OF THE WASH, IN
 GR1420'THE TOP OF A LARGE BLACK BOULDER, 46 1/2 FEET NORTHWEST OF A LARGE
 GR1420'GREASEWOOD BUSH, 10 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GR1420'CHANNEL OF THE WASH, AND ABOUT 3 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0610 ***********************************************************************
 ES0610  DESIGNATION -  N 131
 ES0610  PID         -  ES0610
 ES0610  STATE/COUNTY-  AZ/YAVAPAI
 ES0610  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0610
 ES0610                         *CURRENT SURVEY CONTROL
 ES0610  ___________________________________________________________________
 ES0610* NAD 83(1986)-  34 30 34.     (N)    111 59 16.     (W)     SCALED    
 ES0610* NAVD 88     -      1362.96   (+/-2cm)    4471.6    (feet)  VERTCON   
 ES0610  ___________________________________________________________________
 ES0610  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0610
 ES0610.The horizontal coordinates were scaled from a topographic map and have
 ES0610.an estimated accuracy of +/- 6 seconds.
 ES0610
 ES0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0610.The vertical order pertains to the NGVD 29 superseded value.
 ES0610
 ES0610.The geoid height was determined by GEOID03.
 ES0610
 ES0610;                    North         East    Units  Estimated Accuracy
 ES0610;SPC AZ C     -   389,160.      206,830.      MT  (+/- 180 meters Scaled)
 ES0610
 ES0610                          SUPERSEDED SURVEY CONTROL
 ES0610
 ES0610  NGVD 29 (??/??/92) 1362.145  (m)         4468.97   (f) ADJ UNCH    2 0
 ES0610
 ES0610.Superseded values are not recommended for survey control.
 ES0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0610.See file dsdata.txt to determine how the superseded data were derived.
 ES0610
 ES0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD093190(NAD 83)
 ES0610_MARKER: DB = BENCH MARK DISK
 ES0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0610_STAMPING: N 131 1935
 ES0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0610+STABILITY: SURFACE MOTION
 ES0610
 ES0610  HISTORY     - Date     Condition        Report By
 ES0610  HISTORY     - 1935     MONUMENTED       CGS
 ES0610  HISTORY     - 1952     GOOD             NGS
 ES0610  HISTORY     - 1960     GOOD             NGS
 ES0610
 ES0610                          STATION DESCRIPTION
 ES0610
 ES0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0610'13.0 MI SE FROM CHERRY.
 ES0610'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0610'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, AT A Y JUNCTION OF A
 ES0610'ROAD LEADING SOUTH TO THE FLOWER POT RANCH, 52 1/2 FEET WEST OF THE
 ES0610'CENTER LINES OF THE JUNCTION, 30 FEET NORTHWEST OF THE CENTER LINE OF
 ES0610'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, 2.0 FEET SOUTHEAST OF A
 ES0610'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 ES0610'FOOT ABOVE THE GROUND.
 ES0610
 ES0610                          STATION RECOVERY (1960)
 ES0610
 ES0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ES0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0372 ***********************************************************************
 ES0372  DESIGNATION -  N 132
 ES0372  PID         -  ES0372
 ES0372  STATE/COUNTY-  AZ/YAVAPAI
 ES0372  USGS QUAD   -  TULE MESA (1967)
 ES0372
 ES0372                         *CURRENT SURVEY CONTROL
 ES0372  ___________________________________________________________________
 ES0372* NAD 83(1986)-  34 22 04.     (N)    111 50 18.     (W)     SCALED    
 ES0372* NAVD 88     -      1822.95   (+/-2cm)    5980.8    (feet)  VERTCON   
 ES0372  ___________________________________________________________________
 ES0372  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 ES0372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0372
 ES0372.The horizontal coordinates were scaled from a topographic map and have
 ES0372.an estimated accuracy of +/- 6 seconds.
 ES0372
 ES0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0372.The vertical order pertains to the NGVD 29 superseded value.
 ES0372
 ES0372.The geoid height was determined by GEOID03.
 ES0372
 ES0372;                    North         East    Units  Estimated Accuracy
 ES0372;SPC AZ C     -   373,450.      220,570.      MT  (+/- 180 meters Scaled)
 ES0372
 ES0372                          SUPERSEDED SURVEY CONTROL
 ES0372
 ES0372  NGVD 29 (??/??/92) 1822.161  (m)         5978.21   (f) ADJ UNCH    2 0
 ES0372
 ES0372.Superseded values are not recommended for survey control.
 ES0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0372.See file dsdata.txt to determine how the superseded data were derived.
 ES0372
 ES0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD229032(NAD 83)
 ES0372_MARKER: DB = BENCH MARK DISK
 ES0372_SETTING: 66 = SET IN ROCK OUTCROP
 ES0372_SP_SET: OUTCROP
 ES0372_STAMPING: N 132 1935
 ES0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0372+STABILITY: POSITION/ELEVATION WELL
 ES0372
 ES0372  HISTORY     - Date     Condition        Report By
 ES0372  HISTORY     - 1935     MONUMENTED       CGS
 ES0372  HISTORY     - 1952     GOOD             NGS
 ES0372
 ES0372                          STATION DESCRIPTION
 ES0372
 ES0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0372'10.3 MI E FROM DUGAS.
 ES0372'10.3 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.15 MILE
 ES0372'SOUTHEAST FROM A TWIN DIRT RESERVOIR, ON THE NORTH SLOPE OF A HILL, AT
 ES0372'A SMALL LOOP FORMED BY THE FORMER ROAD, IN TOP OF A 3-FOOT BY 2-FOOT
 ES0372'OUTCROP FLUSH WITH THE GROUND, 68 FEET SOUTH OF AND ABOUT 4 FEET
 ES0372'HIGHER THAN THE CENTER LINE OF THE MAIN ROAD, AND 17 FEET SOUTH OF THE
 ES0372'CENTER LINE OF THE FORMER ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0050 ***********************************************************************
 FS0050  DESIGNATION -  N 134
 FS0050  PID         -  FS0050
 FS0050  STATE/COUNTY-  AZ/MOHAVE
 FS0050  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0050
 FS0050                         *CURRENT SURVEY CONTROL
 FS0050  ___________________________________________________________________
 FS0050* NAD 83(2007)-  35 59 43.31766(N)    114 43 07.00960(W)     ADJUSTED  
 FS0050* NAVD 88     -       447.020  (meters)    1466.60   (feet)  ADJUSTED  
 FS0050  ___________________________________________________________________
 FS0050  EPOCH DATE  -        2007.00
 FS0050  X           -  -2,160,493.464 (meters)                     COMP
 FS0050  Y           -  -4,693,232.865 (meters)                     COMP
 FS0050  Z           -   3,728,021.794 (meters)                     COMP
 FS0050  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 FS0050  ELLIP HEIGHT-         418.758 (meters)          (02/10/07) ADJUSTED
 FS0050  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0050  DYNAMIC HT  -         446.578 (meters)    1465.15  (feet)  COMP
 FS0050
 FS0050  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FS0050  Type    PID    Designation                      North   East  Ellip
 FS0050  -------------------------------------------------------------------
 FS0050  NETWORK FS0050 N 134                             0.78   0.74   2.20
 FS0050  -------------------------------------------------------------------
 FS0050  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 FS0050
 FS0050  VERT ORDER  -  FIRST     CLASS I
 FS0050
 FS0050.The horizontal coordinates were established by GPS observations
 FS0050.and adjusted by the National Geodetic Survey in February 2007.
 FS0050
 FS0050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0050.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0050.The horizontal coordinates are valid at the epoch date displayed above.
 FS0050.The epoch date for horizontal control is a decimal equivalence
 FS0050.of Year/Month/Day.
 FS0050
 FS0050.The orthometric height was determined by differential leveling
 FS0050.and adjusted in June 1991.
 FS0050
 FS0050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0050
 FS0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0050
 FS0050.The ellipsoidal height was determined by GPS observations
 FS0050.and is referenced to NAD 83.
 FS0050
 FS0050.The geoid height was determined by GEOID03.
 FS0050
 FS0050.The dynamic height is computed by dividing the NAVD 88
 FS0050.geopotential number by the normal gravity value computed on the
 FS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0050.degrees latitude (g = 980.6199 gals.).
 FS0050
 FS0050.The modeled gravity was interpolated from observed gravity values.
 FS0050
 FS0050;                    North         East     Units Scale Factor Converg.
 FS0050;SPC AZ W     -   554,451.116   126,025.625   MT  1.00002728   -0 34 09.5
 FS0050;SPC AZ W     - 1,819,065.34    413,469.90   iFT  1.00002728   -0 34 09.5
 FS0050;UTM  11      - 3,985,841.433   705,644.892   MT  1.00012112   +1 20 28.6
 FS0050
 FS0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0050!SPC AZ W     -   0.99993428  x   1.00002728  =   0.99996156
 FS0050!UTM  11      -   0.99993428  x   1.00012112  =   1.00005539
 FS0050
 FS0050                          SUPERSEDED SURVEY CONTROL
 FS0050
 FS0050  NAD 83(1992)-  35 59 43.31758(N)    114 43 07.00835(W) AD(1999.37) A
 FS0050  ELLIP H (05/16/00)  418.785  (m)                       GP(       ) 4 1
 FS0050  NAVD 88 (05/16/00)  447.02   (m)         1466.6    (f) LEVELING    3  
 FS0050  NGVD 29 (??/??/92)  446.302  (m)         1464.24   (f) ADJ UNCH    1 1
 FS0050
 FS0050.Superseded values are not recommended for survey control.
 FS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0050.See file dsdata.txt to determine how the superseded data were derived.
 FS0050
 FS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0564585841(NAD 83)
 FS0050_MARKER: DB = BENCH MARK DISK
 FS0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0050_STAMPING: N 134 1935
 FS0050_MARK LOGO: CGS   
 FS0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0050+STABILITY: SURFACE MOTION
 FS0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0050+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1999
 FS0050
 FS0050  HISTORY     - Date     Condition        Report By
 FS0050  HISTORY     - 1935     MONUMENTED       CGS
 FS0050  HISTORY     - 1950     GOOD             NGS
 FS0050  HISTORY     - 1963     GOOD             NGS
 FS0050  HISTORY     - 1981     GOOD             NGS
 FS0050  HISTORY     - 19991020 GOOD             NGS
 FS0050
 FS0050                          STATION DESCRIPTION
 FS0050
 FS0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0050'2.5 MI SE FROM HOOVER DAM.
 FS0050'2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0050'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTH OF THE SUMMIT OF A
 FS0050'LONG GRADE, 140 1/2 FEET SOUTHEAST OF A GAME RESERVE SIGN, 127.7
 FS0050'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 FS0050'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, ABOUT LEVEL WITH
 FS0050'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0050'0.5 FOOT ABOVE THE GROUND.
 FS0050
 FS0050                          STATION RECOVERY (1963)
 FS0050
 FS0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0050'RECOVERED IN GOOD CONDITION.
 FS0050
 FS0050                          STATION RECOVERY (1981)
 FS0050
 FS0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0050'RECOVERED IN GOOD CONDITION.
 FS0050
 FS0050                          STATION RECOVERY (1999)
 FS0050
 FS0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 FS0050'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0087 ***********************************************************************
 FS0087  DESIGNATION -  N 135
 FS0087  PID         -  FS0087
 FS0087  STATE/COUNTY-  AZ/MOHAVE
 FS0087  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0087
 FS0087                         *CURRENT SURVEY CONTROL
 FS0087  ___________________________________________________________________
 FS0087* NAD 83(1986)-  35 52 18.     (N)    114 36 29.     (W)     SCALED    
 FS0087* NAVD 88     -       583.667  (meters)    1914.91   (feet)  POSTED    
 FS0087  ___________________________________________________________________
 FS0087  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0087  DYNAMIC HT  -         583.080 (meters)    1912.99  (feet)  COMP
 FS0087  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 FS0087
 FS0087  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0087
 FS0087.The horizontal coordinates were scaled from a topographic map and have
 FS0087.an estimated accuracy of +/- 6 seconds.
 FS0087
 FS0087.The orthometric height was determined by differential leveling
 FS0087.and adjusted by the  in 1992.
 FS0087.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0087.rate of 0.0 thru 1.0 mm/km.
 FS0087
 FS0087.The geoid height was determined by GEOID03.
 FS0087
 FS0087.The dynamic height is computed by dividing the NAVD 88
 FS0087.geopotential number by the normal gravity value computed on the
 FS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0087.degrees latitude (g = 980.6199 gals.).
 FS0087
 FS0087.The modeled gravity was interpolated from observed gravity values.
 FS0087
 FS0087;                    North         East    Units  Estimated Accuracy
 FS0087;SPC AZ W     -   540,630.      135,870.      MT  (+/- 180 meters Scaled)
 FS0087
 FS0087                          SUPERSEDED SURVEY CONTROL
 FS0087
 FS0087  NGVD 29 (??/??/92)  582.963  (m)         1912.60   (f) ADJ UNCH    1 1
 FS0087
 FS0087.Superseded values are not recommended for survey control.
 FS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0087.See file dsdata.txt to determine how the superseded data were derived.
 FS0087
 FS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV159723(NAD 83)
 FS0087_MARKER: DB = BENCH MARK DISK
 FS0087_SETTING: 66 = SET IN ROCK OUTCROP
 FS0087_SP_SET: ROCK CUT
 FS0087_STAMPING: N 135 1935
 FS0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0087+STABILITY: POSITION/ELEVATION WELL
 FS0087
 FS0087  HISTORY     - Date     Condition        Report By
 FS0087  HISTORY     - 1935     MONUMENTED       CGS
 FS0087  HISTORY     - 1950     GOOD             NGS
 FS0087  HISTORY     - 1968     POOR             NGS
 FS0087  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0087
 FS0087                          STATION DESCRIPTION
 FS0087
 FS0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0087'14.3 MI SE FROM HOOVER DAM.
 FS0087'14.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0087'(ARIZONA) END OF HOOVER DAM, 0.3 MILE SOUTHEAST OF MILEPOST 14,
 FS0087'AT A DEEP THROUGH ROCK CUT, IN THE TOP OF A LEDGE, 49 FEET NORTH
 FS0087'OF THE NORTHWEST END OF A GUARD RAIL, 38 FEET NORTHWEST OF THE
 FS0087'SOUTHEAST END OF THE CUT, 17.9 FEET NORTHEAST OF THE CENTER LINE
 FS0087'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FS0087
 FS0087                          STATION RECOVERY (1968)
 FS0087
 FS0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FS0087'MARK RECOVERED IN POOR CONDITION.
 FS0087
 FS0087                          STATION RECOVERY (1981)
 FS0087
 FS0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0087'BELIEVED DESTROYED, HOLE WHERE MARK WAS SUPPOSED TO BE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0088 ***********************************************************************
 FS0088  DESIGNATION -  N 135 RESET
 FS0088  PID         -  FS0088
 FS0088  STATE/COUNTY-  AZ/MOHAVE
 FS0088  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0088
 FS0088                         *CURRENT SURVEY CONTROL
 FS0088  ___________________________________________________________________
 FS0088* NAD 83(1986)-  35 52 15.     (N)    114 36 27.     (W)     SCALED    
 FS0088* NAVD 88     -       584.740  (meters)    1918.43   (feet)  ADJUSTED  
 FS0088  ___________________________________________________________________
 FS0088  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0088  DYNAMIC HT  -         584.149 (meters)    1916.50  (feet)  COMP
 FS0088  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 FS0088
 FS0088  VERT ORDER  -  FIRST     CLASS II
 FS0088
 FS0088.The horizontal coordinates were scaled from a topographic map and have
 FS0088.an estimated accuracy of +/- 6 seconds.
 FS0088
 FS0088.The orthometric height was determined by differential leveling
 FS0088.and adjusted in June 1991.
 FS0088
 FS0088.The geoid height was determined by GEOID03.
 FS0088
 FS0088.The dynamic height is computed by dividing the NAVD 88
 FS0088.geopotential number by the normal gravity value computed on the
 FS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0088.degrees latitude (g = 980.6199 gals.).
 FS0088
 FS0088.The modeled gravity was interpolated from observed gravity values.
 FS0088
 FS0088;                    North         East    Units  Estimated Accuracy
 FS0088;SPC AZ W     -   540,540.      135,920.      MT  (+/- 180 meters Scaled)
 FS0088
 FS0088                          SUPERSEDED SURVEY CONTROL
 FS0088
 FS0088.No superseded survey control is available for this station.
 FS0088
 FS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV160722(NAD 83)
 FS0088_MARKER: DB = BENCH MARK DISK
 FS0088_SETTING: 80 = SET IN A BOULDER
 FS0088_SP_SET: BOULDER
 FS0088_STAMPING: N 135 RESET 1968
 FS0088_MARK LOGO: CGS   
 FS0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0088+STABILITY: SURFACE MOTION
 FS0088
 FS0088  HISTORY     - Date     Condition        Report By
 FS0088  HISTORY     - 1968     MONUMENTED       CGS
 FS0088  HISTORY     - 1981     GOOD             NGS
 FS0088
 FS0088                          STATION DESCRIPTION
 FS0088
 FS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FS0088'13.6 MI SE FROM HOOVER DAM.
 FS0088'13.65 MILES SOUTH EAST ALONG U.S. HIGHWAY 93 FROM THE ARIZONA
 FS0088'END OF HOOVER DAM, 1.0 MILE SOUTH OF A VIEW POINT ON THE WEST
 FS0088'SIDE OF THE HIGHWAY, 0.65 MILE SOUTH OF MILE POST 13, 0.15 MILE
 FS0088'SOUTH OF A CATTLE GUARD ACROSS THE HIGHWAY, 0.8 MILE NORTH OF
 FS0088'THE JUNCTION OF HIGHWAYS 93 AND 466 AND A ROAD TO WILLOW BEACH
 FS0088'RESORT, ABOUT 30 FEET EAST OF THE EAST EDGE OF THE HIGHWAY, 3
 FS0088'FEET SOUTH OF WITNESS POST WITH SIGN, ON THE SOUTH EDGE OF THE
 FS0088'NORTH ONE OF 2 SMALL WASHES AND SET IN THE TOP OF A BOULDER THAT
 FS0088'PROJECTS 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 FS0088
 FS0088                          STATION RECOVERY (1981)
 FS0088
 FS0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0088'22.1 KM (13.75 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0088'END OF HOOVER DAM, 0.2 KM (0.15 MI) SOUTHEAST OF A CATTLE GUARD, 1.0
 FS0088'KM (0.6 MI) NORTHWEST OF WILLOW BEACH ROAD, AT THE SOUTHEAST END OF A
 FS0088'LARGE ROCK CUT, 30.2 METERS (99 FT) NORTHEAST OF THE CENTERLINE OF THE
 FS0088'HIGHWAY, 23.0 METERS (75.5 FT) NORTH-NORTHEAST OF THE NORTHWEST END OF
 FS0088'THE NORTHEAST HEADWALL OF A 30-INCH CORRUGATED METAL PIPE CULVERT, 3.4
 FS0088'METERS (11 FT) SOUTHEAST OF THE CENTER OF A SMALL WASH, 31.2 METERS
 FS0088'(102.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 FS0088'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 FS0088'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0262 ***********************************************************************
 DT0262  DESIGNATION -  N 136
 DT0262  PID         -  DT0262
 DT0262  STATE/COUNTY-  AZ/APACHE
 DT0262  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0262
 DT0262                         *CURRENT SURVEY CONTROL
 DT0262  ___________________________________________________________________
 DT0262* NAD 83(1986)-  33 50 02.     (N)    109 28 00.     (W)     SCALED    
 DT0262* NAVD 88     -      2718.547  (meters)    8919.10   (feet)  ADJUSTED  
 DT0262  ___________________________________________________________________
 DT0262  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DT0262  DYNAMIC HT  -        2713.982 (meters)    8904.12  (feet)  COMP
 DT0262  MODELED GRAV-     978,858.0   (mgal)                       NAVD 88
 DT0262
 DT0262  VERT ORDER  -  SECOND    CLASS 0
 DT0262
 DT0262.The horizontal coordinates were scaled from a topographic map and have
 DT0262.an estimated accuracy of +/- 6 seconds.
 DT0262
 DT0262.The orthometric height was determined by differential leveling
 DT0262.and adjusted in June 1991.
 DT0262
 DT0262.The geoid height was determined by GEOID03.
 DT0262
 DT0262.The dynamic height is computed by dividing the NAVD 88
 DT0262.geopotential number by the normal gravity value computed on the
 DT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0262.degrees latitude (g = 980.6199 gals.).
 DT0262
 DT0262.The modeled gravity was interpolated from observed gravity values.
 DT0262
 DT0262;                    North         East    Units  Estimated Accuracy
 DT0262;SPC AZ E     -   314,450.      278,150.      MT  (+/- 180 meters Scaled)
 DT0262
 DT0262                          SUPERSEDED SURVEY CONTROL
 DT0262
 DT0262  NGVD 29 (??/??/92) 2717.332  (m)         8915.11   (f) ADJ UNCH    2 0
 DT0262
 DT0262.Superseded values are not recommended for survey control.
 DT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0262.See file dsdata.txt to determine how the superseded data were derived.
 DT0262
 DT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC418447(NAD 83)
 DT0262_MARKER: DB = BENCH MARK DISK
 DT0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0262_STAMPING: N-136 1935
 DT0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0262+STABILITY: SURFACE MOTION
 DT0262
 DT0262  HISTORY     - Date     Condition        Report By
 DT0262  HISTORY     - 1935     MONUMENTED       CGS
 DT0262
 DT0262                          STATION DESCRIPTION
 DT0262
 DT0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0262'1.8 MI SE FROM RESERVATION RANCH.
 DT0262'ON THE ROAD TO BEAVERHEAD LODGE., ABOUT 75 FT SE OF A SMALL ROCKY
 DT0262'KNOLL, 60 FT S OF THE CENTERLINE OF THE ROAD, 51 FT W OF A 24 INCH
 DT0262'PINE TREE, 60 FT E OF A NEWLY FALLEN PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0291 ***********************************************************************
 DT0291  DESIGNATION -  N 137
 DT0291  PID         -  DT0291
 DT0291  STATE/COUNTY-  AZ/APACHE
 DT0291  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0291
 DT0291                         *CURRENT SURVEY CONTROL
 DT0291  ___________________________________________________________________
 DT0291* NAD 83(1986)-  33 52 52.     (N)    109 03 50.     (W)     SCALED    
 DT0291* NAVD 88     -      2410.566  (meters)    7908.67   (feet)  ADJUSTED  
 DT0291  ___________________________________________________________________
 DT0291  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 DT0291  DYNAMIC HT  -        2406.655 (meters)    7895.83  (feet)  COMP
 DT0291  MODELED GRAV-     978,926.8   (mgal)                       NAVD 88
 DT0291
 DT0291  VERT ORDER  -  SECOND    CLASS 0
 DT0291
 DT0291.The horizontal coordinates were scaled from a topographic map and have
 DT0291.an estimated accuracy of +/- 6 seconds.
 DT0291
 DT0291.The orthometric height was determined by differential leveling
 DT0291.and adjusted in June 1991.
 DT0291
 DT0291.The geoid height was determined by GEOID03.
 DT0291
 DT0291.The dynamic height is computed by dividing the NAVD 88
 DT0291.geopotential number by the normal gravity value computed on the
 DT0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0291.degrees latitude (g = 980.6199 gals.).
 DT0291
 DT0291.The modeled gravity was interpolated from observed gravity values.
 DT0291
 DT0291;                    North         East    Units  Estimated Accuracy
 DT0291;SPC AZ E     -   320,020.      315,370.      MT  (+/- 180 meters Scaled)
 DT0291
 DT0291                          SUPERSEDED SURVEY CONTROL
 DT0291
 DT0291  NGVD 29 (??/??/92) 2409.522  (m)         7905.24   (f) ADJ UNCH    2 0
 DT0291
 DT0291.Superseded values are not recommended for survey control.
 DT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0291.See file dsdata.txt to determine how the superseded data were derived.
 DT0291
 DT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC790506(NAD 83)
 DT0291_MARKER: DB = BENCH MARK DISK
 DT0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0291_STAMPING: N 137 1935
 DT0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0291+STABILITY: SURFACE MOTION
 DT0291
 DT0291  HISTORY     - Date     Condition        Report By
 DT0291  HISTORY     - 1935     MONUMENTED       CGS
 DT0291
 DT0291                          STATION DESCRIPTION
 DT0291
 DT0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0291'7.7 MI NE FROM ALPINE.
 DT0291'7.7 MI. NE. ALONG ST HWY NO.81 AND STONE CREEK ROAD. ABOUT 81 FT. E OF
 DT0291'CREEK BANK, 30 FT. W OF BOTTOM OF LARGE HILL, ABOUT HALF WAY BETWEEN
 DT0291'TWO LARGE PINE TREES (100 FT. APART) AND 39 FT. E OF CENTERLINE OF
 DT0291'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0111 ***********************************************************************
 ES0111  DESIGNATION -  N 140
 ES0111  PID         -  ES0111
 ES0111  STATE/COUNTY-  AZ/NAVAJO
 ES0111  USGS QUAD   -  DAY SPRING (1990)
 ES0111
 ES0111                         *CURRENT SURVEY CONTROL
 ES0111  ___________________________________________________________________
 ES0111* NAD 83(1986)-  34 22 28.     (N)    110 24 42.     (W)     SCALED    
 ES0111* NAVD 88     -      2003.487  (meters)    6573.11   (feet)  ADJUSTED  
 ES0111  ___________________________________________________________________
 ES0111  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0111  DYNAMIC HT  -        2000.543 (meters)    6563.45  (feet)  COMP
 ES0111  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 ES0111
 ES0111  VERT ORDER  -  SECOND    CLASS 0
 ES0111
 ES0111.The horizontal coordinates were scaled from a topographic map and have
 ES0111.an estimated accuracy of +/- 6 seconds.
 ES0111
 ES0111.The orthometric height was determined by differential leveling
 ES0111.and adjusted in June 1991.
 ES0111
 ES0111.The geoid height was determined by GEOID03.
 ES0111
 ES0111.The dynamic height is computed by dividing the NAVD 88
 ES0111.geopotential number by the normal gravity value computed on the
 ES0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0111.degrees latitude (g = 980.6199 gals.).
 ES0111
 ES0111.The modeled gravity was interpolated from observed gravity values.
 ES0111
 ES0111;                    North         East    Units  Estimated Accuracy
 ES0111;SPC AZ E     -   374,210.      190,830.      MT  (+/- 180 meters Scaled)
 ES0111
 ES0111                          SUPERSEDED SURVEY CONTROL
 ES0111
 ES0111  NGVD 29 (??/??/92) 2002.562  (m)         6570.07   (f) ADJ UNCH    2 0
 ES0111
 ES0111.Superseded values are not recommended for survey control.
 ES0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0111.See file dsdata.txt to determine how the superseded data were derived.
 ES0111
 ES0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD540038(NAD 83)
 ES0111_MARKER: DB = BENCH MARK DISK
 ES0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0111_STAMPING: N 140 1935
 ES0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0111+STABILITY: SURFACE MOTION
 ES0111
 ES0111  HISTORY     - Date     Condition        Report By
 ES0111  HISTORY     - 1935     MONUMENTED       CGS
 ES0111  HISTORY     - 1960     GOOD             USGS
 ES0111  HISTORY     - 20051029 MARK NOT FOUND   EVANS
 ES0111
 ES0111                          STATION DESCRIPTION
 ES0111
 ES0111'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0111'2.8 MI SE FROM ARIPINE.
 ES0111'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM THE ARIZONA HIGHWAY
 ES0111'DEPARTMENT MAINTENANCE YARD AT ARIPINE, NAVAJO COUNTY, AT THE EAST
 ES0111'SLOPE OF A HILL, 20 FEET FROM THE TOP OF A HILL, AND 25 FEET SOUTH OF
 ES0111'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N 140 1935 AND
 ES0111'SET IN THE TOP OF A CONCRETE POST.
 ES0111
 ES0111                          STATION RECOVERY (2005)
 ES0111
 ES0111'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0286 ***********************************************************************
 ER0286  DESIGNATION -  N 141
 ER0286  PID         -  ER0286
 ER0286  STATE/COUNTY-  AZ/NAVAJO
 ER0286  USGS QUAD   -  LAKESIDE (1984)
 ER0286
 ER0286                         *CURRENT SURVEY CONTROL
 ER0286  ___________________________________________________________________
 ER0286* NAD 83(1986)-  34 12 11.     (N)    109 55 20.     (W)     SCALED    
 ER0286* NAVD 88     -      2145.399  (meters)    7038.70   (feet)  ADJUSTED  
 ER0286  ___________________________________________________________________
 ER0286  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 ER0286  DYNAMIC HT  -        2142.119 (meters)    7027.94  (feet)  COMP
 ER0286  MODELED GRAV-     979,029.7   (mgal)                       NAVD 88
 ER0286
 ER0286  VERT ORDER  -  SECOND    CLASS 0
 ER0286
 ER0286.The horizontal coordinates were scaled from a topographic map and have
 ER0286.an estimated accuracy of +/- 6 seconds.
 ER0286
 ER0286.The orthometric height was determined by differential leveling
 ER0286.and adjusted in June 1991.
 ER0286
 ER0286.The geoid height was determined by GEOID03.
 ER0286
 ER0286.The dynamic height is computed by dividing the NAVD 88
 ER0286.geopotential number by the normal gravity value computed on the
 ER0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0286.degrees latitude (g = 980.6199 gals.).
 ER0286
 ER0286.The modeled gravity was interpolated from observed gravity values.
 ER0286
 ER0286;                    North         East    Units  Estimated Accuracy
 ER0286;SPC AZ E     -   355,200.      235,890.      MT  (+/- 180 meters Scaled)
 ER0286
 ER0286                          SUPERSEDED SURVEY CONTROL
 ER0286
 ER0286  NGVD 29 (??/??/92) 2144.468  (m)         7035.64   (f) ADJ UNCH    2 0
 ER0286
 ER0286.Superseded values are not recommended for survey control.
 ER0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0286.See file dsdata.txt to determine how the superseded data were derived.
 ER0286
 ER0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC992851(NAD 83)
 ER0286_MARKER: DB = BENCH MARK DISK
 ER0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0286_STAMPING: N 141 1935
 ER0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0286+STABILITY: SURFACE MOTION
 ER0286
 ER0286  HISTORY     - Date     Condition        Report By
 ER0286  HISTORY     - 1935     MONUMENTED       CGS
 ER0286  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0286
 ER0286                          STATION DESCRIPTION
 ER0286
 ER0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0286'10.7 MI N FROM MCNARY.
 ER0286'IN NAVAJO COUNTY, 10.7 MILES NORTH ALONG THE APACHE RAILWAY FROM
 ER0286'MCNARY, APACHE COUNTY, THENCE 2.3 MILES WEST ALONG THE LAKESIDE RANGER
 ER0286'STATION ROAD, 55 FEET NORTHWEST OF THE CENTER OF A ROAD JUNCTION, AND
 ER0286'20 FEET NORTHWEST OF THE CENTERLINE OF THE EAST-AND-WEST ROAD. A
 ER0286'STANDARD DISK, STAMPED N 141 1935 AND SET IN THE TOP OF A CONCRETE
 ER0286'POST.
 ER0286
 ER0286                          STATION RECOVERY (1983)
 ER0286
 ER0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0255 ***********************************************************************
 ES0255  DESIGNATION -  N 142
 ES0255  PID         -  ES0255
 ES0255  STATE/COUNTY-  AZ/COCONINO
 ES0255  USGS QUAD   -  GRAMA DRAW (1965)
 ES0255
 ES0255                         *CURRENT SURVEY CONTROL
 ES0255  ___________________________________________________________________
 ES0255* NAD 83(1986)-  34 32 28.     (N)    110 54 48.     (W)     SCALED    
 ES0255* NAVD 88     -      2136.702  (meters)    7010.16   (feet)  ADJUSTED  
 ES0255  ___________________________________________________________________
 ES0255  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES0255  DYNAMIC HT  -        2133.530 (meters)    6999.76  (feet)  COMP
 ES0255  MODELED GRAV-     979,073.4   (mgal)                       NAVD 88
 ES0255
 ES0255  VERT ORDER  -  SECOND    CLASS 0
 ES0255
 ES0255.The horizontal coordinates were scaled from a topographic map and have
 ES0255.an estimated accuracy of +/- 6 seconds.
 ES0255
 ES0255.The orthometric height was determined by differential leveling
 ES0255.and adjusted in June 1991.
 ES0255
 ES0255.The geoid height was determined by GEOID03.
 ES0255
 ES0255.The dynamic height is computed by dividing the NAVD 88
 ES0255.geopotential number by the normal gravity value computed on the
 ES0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0255.degrees latitude (g = 980.6199 gals.).
 ES0255
 ES0255.The modeled gravity was interpolated from observed gravity values.
 ES0255
 ES0255;                    North         East    Units  Estimated Accuracy
 ES0255;SPC AZ C     -   393,130.      305,450.      MT  (+/- 180 meters Scaled)
 ES0255
 ES0255                          SUPERSEDED SURVEY CONTROL
 ES0255
 ES0255  NGVD 29 (??/??/92) 2135.684  (m)         7006.82   (f) ADJ UNCH    2 0
 ES0255
 ES0255.Superseded values are not recommended for survey control.
 ES0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0255.See file dsdata.txt to determine how the superseded data were derived.
 ES0255
 ES0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD079221(NAD 83)
 ES0255_MARKER: DB = BENCH MARK DISK
 ES0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0255_STAMPING: N-142 1935
 ES0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0255+STABILITY: SURFACE MOTION
 ES0255
 ES0255  HISTORY     - Date     Condition        Report By
 ES0255  HISTORY     - 1935     MONUMENTED       CGS
 ES0255
 ES0255                          STATION DESCRIPTION
 ES0255
 ES0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0255'2.0 MI S FROM WALLACE RANGER STA RD JCT.
 ES0255'2.0 MI S ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  42.0 MI S.W. OF
 ES0255'WINSLOW (UNION OIL CO. PLANT) ABOUT 100 YDS EAST OF A TELEPHONE LINE
 ES0255'AND 33 FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0416 ***********************************************************************
 DT0416  DESIGNATION -  N 145
 DT0416  PID         -  DT0416
 DT0416  STATE/COUNTY-  AZ/GRAHAM
 DT0416  USGS QUAD   -  TULE TUBS (1967)
 DT0416
 DT0416                         *CURRENT SURVEY CONTROL
 DT0416  ___________________________________________________________________
 DT0416* NAD 83(1986)-  33 15 31.     (N)    109 57 02.     (W)     SCALED    
 DT0416* NAVD 88     -      1547.482  (meters)    5077.03   (feet)  ADJUSTED  
 DT0416  ___________________________________________________________________
 DT0416  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DT0416  DYNAMIC HT  -        1545.189 (meters)    5069.51  (feet)  COMP
 DT0416  MODELED GRAV-     979,100.8   (mgal)                       NAVD 88
 DT0416
 DT0416  VERT ORDER  -  SECOND    CLASS 0
 DT0416
 DT0416.The horizontal coordinates were scaled from a topographic map and have
 DT0416.an estimated accuracy of +/- 6 seconds.
 DT0416
 DT0416.The orthometric height was determined by differential leveling
 DT0416.and adjusted in June 1991.
 DT0416
 DT0416.The geoid height was determined by GEOID03.
 DT0416
 DT0416.The dynamic height is computed by dividing the NAVD 88
 DT0416.geopotential number by the normal gravity value computed on the
 DT0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0416.degrees latitude (g = 980.6199 gals.).
 DT0416
 DT0416.The modeled gravity was interpolated from observed gravity values.
 DT0416
 DT0416;                    North         East    Units  Estimated Accuracy
 DT0416;SPC AZ E     -   250,450.      233,500.      MT  (+/- 180 meters Scaled)
 DT0416
 DT0416                          SUPERSEDED SURVEY CONTROL
 DT0416
 DT0416  NGVD 29 (??/??/92) 1546.742  (m)         5074.60   (f) ADJ UNCH    2 0
 DT0416
 DT0416.Superseded values are not recommended for survey control.
 DT0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0416.See file dsdata.txt to determine how the superseded data were derived.
 DT0416
 DT0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB977804(NAD 83)
 DT0416_MARKER: DB = BENCH MARK DISK
 DT0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0416_STAMPING: N 145 1935
 DT0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0416+STABILITY: SURFACE MOTION
 DT0416
 DT0416  HISTORY     - Date     Condition        Report By
 DT0416  HISTORY     - 1935     MONUMENTED       CGS
 DT0416
 DT0416                          STATION DESCRIPTION
 DT0416
 DT0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0416'9.7 MI SW FROM ARSENIC TUBS RANCH HDQ.
 DT0416'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0416'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0416'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 3.8 MILES
 DT0416'NORTHWEST ALONG A TRACK ROAD, ABOUT 2.0 MILES WEST OF NINEMILE TANK,
 DT0416'ON A SMALL RISE BETWEEN TWO WASHES, 0.1 MILE WEST OF A SMALL WASH, 0.1
 DT0416'MILE EAST OF A SMALL WASH, 0.2 MILE EAST OF A GAGE, 54 FEET SOUTH OF
 DT0416'THE CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF A WITNESS POST, ABOUT
 DT0416'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DT0416'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0043 ***********************************************************************
 DU0043  DESIGNATION -  N 147
 DU0043  PID         -  DU0043
 DU0043  STATE/COUNTY-  AZ/GILA
 DU0043  USGS QUAD   -  CIBECUE PEAK (1978)
 DU0043
 DU0043                         *CURRENT SURVEY CONTROL
 DU0043  ___________________________________________________________________
 DU0043* NAD 83(1986)-  33 53 04.     (N)    110 23 21.     (W)     SCALED    
 DU0043* NAVD 88     -      1619.453  (meters)    5313.16   (feet)  ADJUSTED  
 DU0043  ___________________________________________________________________
 DU0043  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 DU0043  DYNAMIC HT  -        1617.141 (meters)    5305.57  (feet)  COMP
 DU0043  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 DU0043
 DU0043  VERT ORDER  -  FIRST     CLASS II
 DU0043
 DU0043.The horizontal coordinates were scaled from a topographic map and have
 DU0043.an estimated accuracy of +/- 6 seconds.
 DU0043
 DU0043.The orthometric height was determined by differential leveling
 DU0043.and adjusted in June 1991.
 DU0043.WARNING-Repeat measurements at this control monument indicate possible
 DU0043.vertical movement.
 DU0043
 DU0043.The geoid height was determined by GEOID03.
 DU0043
 DU0043.The dynamic height is computed by dividing the NAVD 88
 DU0043.geopotential number by the normal gravity value computed on the
 DU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0043.degrees latitude (g = 980.6199 gals.).
 DU0043
 DU0043.The modeled gravity was interpolated from observed gravity values.
 DU0043
 DU0043;                    North         East    Units  Estimated Accuracy
 DU0043;SPC AZ E     -   319,860.      192,780.      MT  (+/- 180 meters Scaled)
 DU0043
 DU0043                          SUPERSEDED SURVEY CONTROL
 DU0043
 DU0043  NGVD 29 (??/??/92) 1618.729  (m)         5310.78   (f) ADJ UNCH    1 2
 DU0043
 DU0043.Superseded values are not recommended for survey control.
 DU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0043.See file dsdata.txt to determine how the superseded data were derived.
 DU0043
 DU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC564495(NAD 83)
 DU0043_MARKER: DB = BENCH MARK DISK
 DU0043_SETTING: 66 = SET IN ROCK OUTCROP
 DU0043_SP_SET: ROCK LEDGE
 DU0043_STAMPING: N 147 1960
 DU0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0043+STABILITY: POSITION/ELEVATION WELL
 DU0043
 DU0043  HISTORY     - Date     Condition        Report By
 DU0043  HISTORY     - 1960     MONUMENTED       CGS
 DU0043  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0043  HISTORY     - 1979     GOOD             NGS
 DU0043
 DU0043                          STATION DESCRIPTION
 DU0043
 DU0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0043'17.55 MI NE FROM SENECA.
 DU0043'ABOUT 17.55 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0043'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN
 DU0043'THE TOP OF THE EAST END OF A ROCK LEDGE ON THE SOUTHEAST SLOPE OF A
 DU0043'HILL, 83 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 92 FEET
 DU0043'SOUTH OF THE SOUTHEAST END OF A 36-INCH CULVERT, 21 1/2 FEET NORTHWEST
 DU0043'OF A FENCE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DU0043
 DU0043                          STATION RECOVERY (1976)
 DU0043
 DU0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0043'MARK NOT FOUND.
 DU0043
 DU0043                          STATION RECOVERY (1979)
 DU0043
 DU0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0043'11.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0043'IN THE SALT RIVER CANYON, 0.15 MILE NORTHEAST OF MILE POST 304, SET
 DU0043'IN THE TOP OF THE EAST END OF A ROCK LEDGE ON THE SOUTHEAST SLOPE OF
 DU0043'A HILL, 92 FEET SOUTH OF THE SOUTHEAST END OF A 36-INCH CONCRETE
 DU0043'CULVERT, 83 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DU0043'21.5 FEET NORTHWEST OF A RIGHT OF WAY FENCE.  NOTE=THE SALT RIVER
 DU0043'CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE
 DU0043'IN GLOBE.
 DU0043'THE MARK IS 8 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0165 ***********************************************************************
 DU0165  DESIGNATION -  N 149
 DU0165  PID         -  DU0165
 DU0165  STATE/COUNTY-  AZ/GRAHAM
 DU0165  USGS QUAD   -  BRANAMAN SPRING (1966)
 DU0165
 DU0165                         *CURRENT SURVEY CONTROL
 DU0165  ___________________________________________________________________
 DU0165* NAD 83(1986)-  33 22 22.     (N)    110 08 06.     (W)     SCALED    
 DU0165* NAVD 88     -      1502.814  (meters)    4930.48   (feet)  ADJUSTED  
 DU0165  ___________________________________________________________________
 DU0165  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DU0165  DYNAMIC HT  -        1500.644 (meters)    4923.36  (feet)  COMP
 DU0165  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 DU0165
 DU0165  VERT ORDER  -  SECOND    CLASS 0
 DU0165
 DU0165.The horizontal coordinates were scaled from a topographic map and have
 DU0165.an estimated accuracy of +/- 6 seconds.
 DU0165
 DU0165.The orthometric height was determined by differential leveling
 DU0165.and adjusted in June 1991.
 DU0165
 DU0165.The geoid height was determined by GEOID03.
 DU0165
 DU0165.The dynamic height is computed by dividing the NAVD 88
 DU0165.geopotential number by the normal gravity value computed on the
 DU0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0165.degrees latitude (g = 980.6199 gals.).
 DU0165
 DU0165.The modeled gravity was interpolated from observed gravity values.
 DU0165
 DU0165;                    North         East    Units  Estimated Accuracy
 DU0165;SPC AZ E     -   263,090.      216,310.      MT  (+/- 180 meters Scaled)
 DU0165
 DU0165                          SUPERSEDED SURVEY CONTROL
 DU0165
 DU0165  NGVD 29 (??/??/92) 1502.113  (m)         4928.18   (f) ADJ UNCH    2 0
 DU0165
 DU0165.Superseded values are not recommended for survey control.
 DU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0165.See file dsdata.txt to determine how the superseded data were derived.
 DU0165
 DU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB804929(NAD 83)
 DU0165_MARKER: DB = BENCH MARK DISK
 DU0165_SETTING: 66 = SET IN ROCK OUTCROP
 DU0165_SP_SET: ROCK OUTCROP
 DU0165_STAMPING: N 149 1935
 DU0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0165+STABILITY: POSITION/ELEVATION WELL
 DU0165
 DU0165  HISTORY     - Date     Condition        Report By
 DU0165  HISTORY     - 1935     MONUMENTED       CGS
 DU0165
 DU0165                          STATION DESCRIPTION
 DU0165
 DU0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0165'6.8 MI W FROM ASH CREEK RANCH.
 DU0165'6.8 MILES WEST ALONG THE SAN CARLOS ROAD FROM ASH CREEK RANCH, GRAHAM
 DU0165'COUNTY, 225 YARDS EAST OF A 12-INCH CULVERT, 65 FEET WEST OF ANOTHER
 DU0165'12-INCH CULVERT, 125 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN
 DU0165'THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED N 149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0092 ***********************************************************************
 DU0092  DESIGNATION -  N 15
 DU0092  PID         -  DU0092
 DU0092  STATE/COUNTY-  AZ/GRAHAM
 DU0092  USGS QUAD   -  GERONIMO (1989)
 DU0092
 DU0092                         *CURRENT SURVEY CONTROL
 DU0092  ___________________________________________________________________
 DU0092* NAD 83(1986)-  33 04 34.     (N)    110 02 06.     (W)     SCALED    
 DU0092* NAVD 88     -       828.365  (meters)    2717.73   (feet)  ADJUSTED  
 DU0092  ___________________________________________________________________
 DU0092  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU0092  DYNAMIC HT  -         827.233 (meters)    2714.01  (feet)  COMP
 DU0092  MODELED GRAV-     979,244.6   (mgal)                       NAVD 88
 DU0092
 DU0092  VERT ORDER  -  FIRST     CLASS II
 DU0092
 DU0092.The horizontal coordinates were scaled from a topographic map and have
 DU0092.an estimated accuracy of +/- 6 seconds.
 DU0092
 DU0092.The orthometric height was determined by differential leveling
 DU0092.and adjusted in June 1991.
 DU0092
 DU0092.The geoid height was determined by GEOID03.
 DU0092
 DU0092.The dynamic height is computed by dividing the NAVD 88
 DU0092.geopotential number by the normal gravity value computed on the
 DU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0092.degrees latitude (g = 980.6199 gals.).
 DU0092
 DU0092.The modeled gravity was interpolated from observed gravity values.
 DU0092
 DU0092;                    North         East    Units  Estimated Accuracy
 DU0092;SPC AZ E     -   230,200.      225,650.      MT  (+/- 180 meters Scaled)
 DU0092
 DU0092                          SUPERSEDED SURVEY CONTROL
 DU0092
 DU0092  NGVD 29 (??/??/92)  827.782  (m)         2715.81   (f) ADJ UNCH    1 2
 DU0092
 DU0092.Superseded values are not recommended for survey control.
 DU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0092.See file dsdata.txt to determine how the superseded data were derived.
 DU0092
 DU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB900601(NAD 83)
 DU0092_MARKER: DB = BENCH MARK DISK
 DU0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0092_SP_SET: CONCRETE BASE
 DU0092_STAMPING: 2715.815 N 15 1933
 DU0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0092
 DU0092  HISTORY     - Date     Condition        Report By
 DU0092  HISTORY     - 1933     MONUMENTED       CGS
 DU0092  HISTORY     - 1979     GOOD             NGS
 DU0092  HISTORY     - 20081009 GOOD             GEOCAC
 DU0092
 DU0092                          STATION DESCRIPTION
 DU0092
 DU0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0092'IN GERONIMO.
 DU0092'ON CONCRETE BASE OF SIGNAL TOWER, AT SOUTHERN PACIFIC DEPOT, 10 FEET
 DU0092'NORTH OF RAILROAD CENTER-LINE, 65 FEET NORTHEAST OF EASTERLY WATER
 DU0092'TOWER.
 DU0092
 DU0092                          STATION RECOVERY (1979)
 DU0092
 DU0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0092'8.2 KILOMETERS (5.1 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU0092'POST OFFICE IN FT. THOMAS, ON THE SOUTHERN PACIFIC RAILROAD RIGHT-
 DU0092'OF-WAY, 41.4 METERS (136 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 DU0092'HIGHWAY, 38.1 METERS (125 FEET) NORTHWEST OF THE CENTERLINE OF A
 DU0092'DIRT ROAD CROSSING THE TRACKS AND 2.0 METERS (6.5 FEET) NORTHEAST OF
 DU0092'THE NORTHEAST RAIL OF THE TRACKS.
 DU0092'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DU0092
 DU0092                          STATION RECOVERY (2008)
 DU0092
 DU0092'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0092'RECOVERED AS DESCRIBED IN 1979 RECOVERY NOTE, IN GOOD CONDITION. GPS
 DU0092'(HH2) CO-ORDINATES N33  04.618' W110  02.117'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0146 ***********************************************************************
 DU0146  DESIGNATION -  N 150
 DU0146  PID         -  DU0146
 DU0146  STATE/COUNTY-  AZ/GILA
 DU0146  USGS QUAD   -  SONTAG MESA (1965)
 DU0146
 DU0146                         *CURRENT SURVEY CONTROL
 DU0146  ___________________________________________________________________
 DU0146* NAD 83(1986)-  33 29 20.     (N)    110 16 20.     (W)     SCALED    
 DU0146* NAVD 88     -      1320.621  (meters)    4332.74   (feet)  ADJUSTED  
 DU0146  ___________________________________________________________________
 DU0146  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DU0146  DYNAMIC HT  -        1318.768 (meters)    4326.66  (feet)  COMP
 DU0146  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 DU0146
 DU0146  VERT ORDER  -  SECOND    CLASS 0
 DU0146
 DU0146.The horizontal coordinates were scaled from a topographic map and have
 DU0146.an estimated accuracy of +/- 6 seconds.
 DU0146
 DU0146.The orthometric height was determined by differential leveling
 DU0146.and adjusted in June 1991.
 DU0146
 DU0146.The geoid height was determined by GEOID03.
 DU0146
 DU0146.The dynamic height is computed by dividing the NAVD 88
 DU0146.geopotential number by the normal gravity value computed on the
 DU0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0146.degrees latitude (g = 980.6199 gals.).
 DU0146
 DU0146.The modeled gravity was interpolated from observed gravity values.
 DU0146
 DU0146;                    North         East    Units  Estimated Accuracy
 DU0146;SPC AZ E     -   275,970.      203,550.      MT  (+/- 180 meters Scaled)
 DU0146
 DU0146                          SUPERSEDED SURVEY CONTROL
 DU0146
 DU0146  NGVD 29 (??/??/92) 1319.970  (m)         4330.60   (f) ADJ UNCH    2 0
 DU0146
 DU0146.Superseded values are not recommended for survey control.
 DU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0146.See file dsdata.txt to determine how the superseded data were derived.
 DU0146
 DU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC676057(NAD 83)
 DU0146_MARKER: DB = BENCH MARK DISK
 DU0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0146_STAMPING: N 150 1935
 DU0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0146+STABILITY: SURFACE MOTION
 DU0146
 DU0146  HISTORY     - Date     Condition        Report By
 DU0146  HISTORY     - 1935     MONUMENTED       CGS
 DU0146
 DU0146                          STATION DESCRIPTION
 DU0146
 DU0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0146'5.8 MI NW FROM WARM SPRING.
 DU0146'5.8 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0146'COUNTY, 0.3 MILE WEST OF THE CROSSING OVER A WASH, 0.2 MILE EAST OF
 DU0146'THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST AND 58 FEET SOUTH OF THE
 DU0146'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N 150 1935 AND SET
 DU0146'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0403 ***********************************************************************
 DT0403  DESIGNATION -  N 153
 DT0403  PID         -  DT0403
 DT0403  STATE/COUNTY-  AZ/GRAHAM
 DT0403  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0403
 DT0403                         *CURRENT SURVEY CONTROL
 DT0403  ___________________________________________________________________
 DT0403* NAD 83(1992)-  33 03 34.27299(N)    109 42 36.99529(W)     ADJUSTED  
 DT0403* NAVD 88     -      1680.937  (meters)    5514.87   (feet)  ADJUSTED  
 DT0403  ___________________________________________________________________
 DT0403  X           -  -1,805,126.500 (meters)                     COMP
 DT0403  Y           -  -5,038,675.016 (meters)                     COMP
 DT0403  Z           -   3,460,395.750 (meters)                     COMP
 DT0403  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 DT0403  ELLIP HEIGHT-        1655.026 (meters)          (01/22/07) ADJUSTED
 DT0403  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DT0403  DYNAMIC HT  -        1678.410 (meters)    5506.58  (feet)  COMP
 DT0403  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 DT0403
 DT0403  HORZ ORDER  -  A
 DT0403  VERT ORDER  -  SECOND    CLASS 0
 DT0403  ELLP ORDER  -  FOURTH    CLASS I
 DT0403
 DT0403.The horizontal coordinates were established by GPS observations
 DT0403.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 DT0403
 DT0403.The orthometric height was determined by differential leveling
 DT0403.and adjusted in June 1991.
 DT0403
 DT0403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DT0403
 DT0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0403
 DT0403.The ellipsoidal height was determined by GPS observations
 DT0403.and is referenced to NAD 83.
 DT0403
 DT0403.The geoid height was determined by GEOID03.
 DT0403
 DT0403.The dynamic height is computed by dividing the NAVD 88
 DT0403.geopotential number by the normal gravity value computed on the
 DT0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0403.degrees latitude (g = 980.6199 gals.).
 DT0403
 DT0403.The modeled gravity was interpolated from observed gravity values.
 DT0403
 DT0403;                    North         East     Units Scale Factor Converg.
 DT0403;SPC AZ E     -   228,444.573   255,978.392   MT  0.99992239   +0 14 56.3
 DT0403;SPC AZ E     -   749,490.07    839,824.12   iFT  0.99992239   +0 14 56.3
 DT0403;UTM  12      - 3,658,624.717   620,403.788   MT  0.99977875   +0 42 13.1
 DT0403
 DT0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0403!SPC AZ E     -   0.99974023  x   0.99992239  =   0.99966264
 DT0403!UTM  12      -   0.99974023  x   0.99977875  =   0.99951904
 DT0403
 DT0403                          SUPERSEDED SURVEY CONTROL
 DT0403
 DT0403  NAVD 88 (01/22/07) 1680.94   (m)         5514.9    (f) LEVELING    3  
 DT0403  NGVD 29 (??/??/92) 1680.202  (m)         5512.46   (f) ADJ UNCH    2 0
 DT0403
 DT0403.Superseded values are not recommended for survey control.
 DT0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0403.See file dsdata.txt to determine how the superseded data were derived.
 DT0403
 DT0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2040458625(NAD 83)
 DT0403_MARKER: DB = BENCH MARK DISK
 DT0403_SETTING: 66 = SET IN ROCK OUTCROP
 DT0403_SP_SET: ROCK OUTCROP
 DT0403_STAMPING: N 153 1935
 DT0403_MARK LOGO: CGS   
 DT0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 DT0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0403+STABILITY: POSITION/ELEVATION WELL
 DT0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0403+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DT0403
 DT0403  HISTORY     - Date     Condition        Report By
 DT0403  HISTORY     - 1935     MONUMENTED       CGS
 DT0403  HISTORY     - 20060608 GOOD             GEOANA
 DT0403
 DT0403                          STATION DESCRIPTION
 DT0403
 DT0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0403'6.0 MI S FROM HAT RANCH PIMA RD FKS.
 DT0403'6.0 MI. S ALONG ROAD TO PIMA.  0.9 MI. N OF GATE ACROSS ROAD, 0.2 MI.
 DT0403'N OF WASH CROSSING AND 300 FT. S OF WASH CROSSING.
 DT0403
 DT0403                          STATION RECOVERY (2006)
 DT0403
 DT0403'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (PG)
 DT0403'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DT0403' 
 DT0403'THE STATION IS LOCATED IN SECTION 30, TOWNSHIP 4 S, RANGE 26 E, 12.5
 DT0403'MI (20.1 KM) NORTH-NORTHEAST FROM PIMA, ARIZONA
 DT0403' 
 DT0403'OWNERSHIP - SAN CARLOS APACHE INDIAN TRIBE.
 DT0403' 
 DT0403'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND MAIN
 DT0403'STREET IN PIMA, ARIZONA, PROCEED NORTH ON MAIN STREET 2.25 MI (3.6 KM)
 DT0403'AND TURN RIGHT (EAST) AT BLACK POINT ROAD.  PROCEED 8.0 MI (12.9 KM)
 DT0403'TO BLACK POINT TANK, TURN RIGHT AT GATE AND PROCEED 2.7 MI (4.4 KM) TO
 DT0403'A FORK.  GO LEFT AROUND CORRAL AND PROCEED 0.1 MI (0.2 KM) TO GATE
 DT0403'(ROAD VERY ROUGH).  PROCEED 0.4 MI (0.6 KM) TO GATE, THEN 0.9 MI (1.5
 DT0403'KM) TO STATION.
 DT0403' 
 DT0403'THE STATION IS A 3-INCH (8 CM) BRASS DISK SET ON A ROCK OUTCROP
 DT0403'SURROUNDED BY STONES.  A 90-DEGREE FENCE CORNER TURNING NORTH AND EAST
 DT0403'LIES 45 FT (14 M) NORTH.  THE STATION IS 20 FT (6 M) EAST FROM
 DT0403'NORTH-SOUTH RUNNING DIRT ROAD.  THE DISK IS STAMPED --- N 153 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0222 ***********************************************************************
 DU0222  DESIGNATION -  N 16
 DU0222  PID         -  DU0222
 DU0222  STATE/COUNTY-  AZ/GILA
 DU0222  USGS QUAD   -  CUTTER (1979)
 DU0222
 DU0222                         *CURRENT SURVEY CONTROL
 DU0222  ___________________________________________________________________
 DU0222* NAD 83(1992)-  33 21 22.25252(N)    110 40 10.40103(W)     ADJUSTED  
 DU0222* NAVD 88     -       981.933  (meters)    3221.56   (feet)  ADJUSTED  
 DU0222  ___________________________________________________________________
 DU0222  X           -  -1,882,661.280 (meters)                     COMP
 DU0222  Y           -  -4,990,336.169 (meters)                     COMP
 DU0222  Z           -   3,487,546.643 (meters)                     COMP
 DU0222  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DU0222  ELLIP HEIGHT-         954.643 (meters)          (10/13/06) ADJUSTED
 DU0222  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DU0222  DYNAMIC HT  -         980.608 (meters)    3217.21  (feet)  COMP
 DU0222  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 DU0222
 DU0222  HORZ ORDER  -  FIRST
 DU0222  VERT ORDER  -  FIRST     CLASS II
 DU0222  ELLP ORDER  -  FOURTH    CLASS II
 DU0222
 DU0222.The horizontal coordinates were established by GPS observations
 DU0222.and adjusted by the WOOLPERT CONSULTANTS in October 2006.
 DU0222
 DU0222.The orthometric height was determined by differential leveling
 DU0222.and adjusted in June 1991.
 DU0222
 DU0222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0222
 DU0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0222
 DU0222.The ellipsoidal height was determined by GPS observations
 DU0222.and is referenced to NAD 83.
 DU0222
 DU0222.The geoid height was determined by GEOID03.
 DU0222
 DU0222.The dynamic height is computed by dividing the NAVD 88
 DU0222.geopotential number by the normal gravity value computed on the
 DU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0222.degrees latitude (g = 980.6199 gals.).
 DU0222
 DU0222.The modeled gravity was interpolated from observed gravity values.
 DU0222
 DU0222;                    North         East     Units Scale Factor Converg.
 DU0222;SPC AZ E     -   261,363.748   166,557.572   MT  0.99992700   -0 16 35.5
 DU0222;SPC AZ E     -   857,492.61    546,448.73   iFT  0.99992700   -0 16 35.5
 DU0222;UTM  12      - 3,690,823.109   530,744.157   MT  0.99961165   +0 10 54.1
 DU0222
 DU0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0222!SPC AZ E     -   0.99985015  x   0.99992700  =   0.99977716
 DU0222!UTM  12      -   0.99985015  x   0.99961165  =   0.99946186
 DU0222
 DU0222|---------------------------------------------------------------------|
 DU0222| PID    Reference Object                     Distance      Geod. Az  |
 DU0222|                                                           dddmmss.s |
 DU0222| DI2760 P13 A 2006                          324.520 METERS 13252     |
 DU0222|---------------------------------------------------------------------|
 DU0222
 DU0222                          SUPERSEDED SURVEY CONTROL
 DU0222
 DU0222  NAVD 88 (10/13/06)  981.93   (m)         3221.5    (f) LEVELING    3  
 DU0222  NGVD 29 (??/??/92)  981.336  (m)         3219.60   (f) ADJ UNCH    1 2
 DU0222
 DU0222.Superseded values are not recommended for survey control.
 DU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0222.See file dsdata.txt to determine how the superseded data were derived.
 DU0222
 DU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3074490823(NAD 83)
 DU0222_MARKER: DB = BENCH MARK DISK
 DU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0222_STAMPING: 3219.600 N 16 1933
 DU0222_MARK LOGO: CGS   
 DU0222_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0222+STABILITY: SURFACE MOTION
 DU0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0222+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0222
 DU0222  HISTORY     - Date     Condition        Report By
 DU0222  HISTORY     - 1933     MONUMENTED       CGS
 DU0222  HISTORY     - 1979     GOOD             NGS
 DU0222  HISTORY     - 20030614 GOOD             NGS
 DU0222  HISTORY     - 20051014 GOOD             GEOCAC
 DU0222  HISTORY     - 20060823 GOOD             WOOLPT
 DU0222  HISTORY     - 20081008 GOOD             GEOCAC
 DU0222
 DU0222                          STATION DESCRIPTION
 DU0222
 DU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0222'7.7 MI E FROM GLOBE.
 DU0222'ON SOUTHERN PACIFIC RIGHT OF WAY, 145 FEET SOUTHEAST OF MILEPOST 1214,
 DU0222'52 FEET SOUTH OF WESTERLY SWITCH BLOCK AT CUTTER SIDING, 50 FEET SOUTH
 DU0222'OF RAILROAD CENTER-LINE.
 DU0222
 DU0222                          STATION RECOVERY (1979)
 DU0222
 DU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0222'10.6 KILOMETERS (6.6 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU0222'NEW COUNTY COURTHOUSE IN GLOBE, ON THE SOUTHERN PACIFIC RAILWAY,
 DU0222'37.5 METERS (123 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DU0222'122 METERS (400 FEET) WEST OF THE CENTERLINE OF A DIRT ROAD CROSSING
 DU0222'THE TRACKS AND 13.6 METERS (44.5 FEET) SOUTHWEST OF THE SOUTHWEST
 DU0222'RAIL OF THE TRACKS.
 DU0222'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DU0222'THE MARK IS 1 M BELOW THE HIGHWAY.
 DU0222
 DU0222                          STATION RECOVERY (2003)
 DU0222
 DU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DU0222'STATION IS DIRECTLY IN FRONT (SOUTH) OF APACHE GOLD CASINO.
 DU0222
 DU0222                          STATION RECOVERY (2005)
 DU0222
 DU0222'RECOVERY NOTE BY GEOCACHING 2005 (JMH)
 DU0222'THE 'MILEPOST 1214' IN THE DESCRIPTION STILL EXISTS BUT THE ACTUAL
 DU0222'MILE NUMBER IS MISSING ON
 DU0222'THE POST ITSELF.
 DU0222
 DU0222                          STATION RECOVERY (2006)
 DU0222
 DU0222'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 DU0222'RECOVERY NOTE BY WOOLPERT INC.  2006 (DJK) RECOVERED AS DESCRIBED.
 DU0222
 DU0222                          STATION RECOVERY (2008)
 DU0222
 DU0222'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0222'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0222'21.372' W110  40.174'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0288 ***********************************************************************
 CZ0288  DESIGNATION -  N 18
 CZ0288  PID         -  CZ0288
 CZ0288  STATE/COUNTY-  AZ/PINAL
 CZ0288  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ0288
 CZ0288                         *CURRENT SURVEY CONTROL
 CZ0288  ___________________________________________________________________
 CZ0288* NAD 83(1986)-  32 52 14.     (N)    110 42 46.     (W)     SCALED    
 CZ0288* NAVD 88     -       646.68   (+/-2cm)    2121.6    (feet)  VERTCON   
 CZ0288  ___________________________________________________________________
 CZ0288  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CZ0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0288
 CZ0288.The horizontal coordinates were scaled from a topographic map and have
 CZ0288.an estimated accuracy of +/- 6 seconds.
 CZ0288
 CZ0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0288.The vertical order pertains to the NGVD 29 superseded value.
 CZ0288
 CZ0288.The geoid height was determined by GEOID03.
 CZ0288
 CZ0288;                    North         East    Units  Estimated Accuracy
 CZ0288;SPC AZ C     -   208,040.      326,020.      MT  (+/- 180 meters Scaled)
 CZ0288
 CZ0288                          SUPERSEDED SURVEY CONTROL
 CZ0288
 CZ0288  NGVD 29 (??/??/92)  646.062  (m)         2119.62   (f) ADJ UNCH    2 0
 CZ0288
 CZ0288.Superseded values are not recommended for survey control.
 CZ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0288.See file dsdata.txt to determine how the superseded data were derived.
 CZ0288
 CZ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB268369(NAD 83)
 CZ0288_MARKER: DB = BENCH MARK DISK
 CZ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0288_STAMPING: 2119.707 N 18 1933
 CZ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0288+STABILITY: SURFACE MOTION
 CZ0288
 CZ0288  HISTORY     - Date     Condition        Report By
 CZ0288  HISTORY     - 1933     MONUMENTED       CGS
 CZ0288  HISTORY     - 1934     GOOD             NGS
 CZ0288
 CZ0288                          STATION DESCRIPTION
 CZ0288
 CZ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0288'9.1 MI SE FROM WINKELMAN.
 CZ0288'IN PINAL COUNTY, 9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM
 CZ0288'WINKELMAN, GILA COUNTY, AT FELDMAN, 100 FEET EAST OF THE GENERAL
 CZ0288'STORE, AND 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CZ0288'DISK, STAMPED 2119.707 N 18 1933 AND SET IN THE TOP OF A CONCRETE POST
 CZ0288'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0164 ***********************************************************************
 EU0164  DESIGNATION -  N 2
 EU0164  PID         -  EU0164
 EU0164  STATE/COUNTY-  AZ/LA PAZ
 EU0164  USGS QUAD   -  PARKER SE (1970)
 EU0164
 EU0164                         *CURRENT SURVEY CONTROL
 EU0164  ___________________________________________________________________
 EU0164* NAD 83(1986)-  34 04 19.     (N)    114 15 21.     (W)     SCALED    
 EU0164* NAVD 88     -       159.11   (+/-2cm)     522.0    (feet)  VERTCON   
 EU0164  ___________________________________________________________________
 EU0164  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EU0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0164
 EU0164.The horizontal coordinates were scaled from a topographic map and have
 EU0164.an estimated accuracy of +/- 6 seconds.
 EU0164
 EU0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0164.The vertical order pertains to the NGVD 29 superseded value.
 EU0164
 EU0164.The geoid height was determined by GEOID03.
 EU0164
 EU0164;                    North         East    Units  Estimated Accuracy
 EU0164;SPC AZ W     -   340,760.      166,670.      MT  (+/- 180 meters Scaled)
 EU0164
 EU0164                          SUPERSEDED SURVEY CONTROL
 EU0164
 EU0164  NGVD 29 (??/??/??)  158.513  (m)          520.05   (f) ADJUSTED    2 0
 EU0164
 EU0164.Superseded values are not recommended for survey control.
 EU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0164.See file dsdata.txt to determine how the superseded data were derived.
 EU0164
 EU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT532735(NAD 83)
 EU0164_MARKER: DD = SURVEY DISK
 EU0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0164_STAMPING: N 2 1926
 EU0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0164+STABILITY: SURFACE MOTION
 EU0164
 EU0164  HISTORY     - Date     Condition        Report By
 EU0164  HISTORY     - 1926     MONUMENTED       USGS
 EU0164  HISTORY     - 1935     GOOD             NGS
 EU0164
 EU0164                          STATION DESCRIPTION
 EU0164
 EU0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0164'0.4 MI N FROM DENNY.
 EU0164'ABOUT 0.4 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0164'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, 8 FEET EAST
 EU0164'OF A POINT ABOUT 52 FEET SOUTH OF MILEPOST 100, AND 30 FEET WEST
 EU0164'OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 EU0164'SURVEY STANDARD DISK, STAMPED N 2 1926 AND SET IN THE TOP OF A
 EU0164'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0385 ***********************************************************************
 DU0385  DESIGNATION -  N 20
 DU0385  PID         -  DU0385
 DU0385  STATE/COUNTY-  AZ/GILA
 DU0385  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0385
 DU0385                         *CURRENT SURVEY CONTROL
 DU0385  ___________________________________________________________________
 DU0385* NAD 83(1986)-  33 58 16.     (N)    111 19 05.     (W)     SCALED    
 DU0385* NAVD 88     -       776.279  (meters)    2546.84   (feet)  ADJUSTED  
 DU0385  ___________________________________________________________________
 DU0385  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DU0385  DYNAMIC HT  -         775.295 (meters)    2543.61  (feet)  COMP
 DU0385  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DU0385
 DU0385  VERT ORDER  -  FIRST     CLASS II
 DU0385
 DU0385.The horizontal coordinates were scaled from a topographic map and have
 DU0385.an estimated accuracy of +/- 6 seconds.
 DU0385
 DU0385.The orthometric height was determined by differential leveling
 DU0385.and adjusted in June 1991.
 DU0385
 DU0385.The geoid height was determined by GEOID03.
 DU0385
 DU0385.The dynamic height is computed by dividing the NAVD 88
 DU0385.geopotential number by the normal gravity value computed on the
 DU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0385.degrees latitude (g = 980.6199 gals.).
 DU0385
 DU0385.The modeled gravity was interpolated from observed gravity values.
 DU0385
 DU0385;                    North         East    Units  Estimated Accuracy
 DU0385;SPC AZ E     -   330,050.      106,960.      MT  (+/- 180 meters Scaled)
 DU0385
 DU0385                          SUPERSEDED SURVEY CONTROL
 DU0385
 DU0385  NGVD 29 (??/??/92)  775.669  (m)         2544.84   (f) ADJ UNCH    1 2
 DU0385
 DU0385.Superseded values are not recommended for survey control.
 DU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0385.See file dsdata.txt to determine how the superseded data were derived.
 DU0385
 DU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC706589(NAD 83)
 DU0385_MARKER: DB = BENCH MARK DISK
 DU0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0385_STAMPING: 2544.841 N 20 1933
 DU0385_MARK LOGO: CGS   
 DU0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0385+STABILITY: SURFACE MOTION
 DU0385
 DU0385  HISTORY     - Date     Condition        Report By
 DU0385  HISTORY     - 1933     MONUMENTED       CGS
 DU0385  HISTORY     - 1934     GOOD             NGS
 DU0385  HISTORY     - 1982     GOOD             NGS
 DU0385
 DU0385                          STATION DESCRIPTION
 DU0385
 DU0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0385'8.1 MI N FROM TONTO BASIN.
 DU0385'8.1 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0385'GILA COUNTY, 0.5 MILE SOUTH OF A CATTLEGUARD NEAR THE SOUTH BASE OF
 DU0385'TONTO HILL, 0.1 MILE NORTH OF A PROMINENT DIP LOCATED AT THE BASE OF A
 DU0385'SHORT STEEP GRADE, ON A FLAT AT THE CREST OF A RISE, AND 50 FEET EAST
 DU0385'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2544.841 N
 DU0385'20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES
 DU0385'ABOVE GROUND.
 DU0385
 DU0385                          STATION RECOVERY (1982)
 DU0385
 DU0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DU0385'RECOVERED IN GOOD CONDITION. EXCEPT OMITTED DUE TO LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0426 ***********************************************************************
 DU0426  DESIGNATION -  N 21
 DU0426  PID         -  DU0426
 DU0426  STATE/COUNTY-  AZ/MARICOPA
 DU0426  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0426
 DU0426                         *CURRENT SURVEY CONTROL
 DU0426  ___________________________________________________________________
 DU0426* NAD 83(1986)-  33 32 27.     (N)    111 20 40.     (W)     SCALED    
 DU0426* NAVD 88     -       809.009  (meters)    2654.22   (feet)  ADJUSTED  
 DU0426  ___________________________________________________________________
 DU0426  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DU0426  DYNAMIC HT  -         807.946 (meters)    2650.74  (feet)  COMP
 DU0426  MODELED GRAV-     979,297.9   (mgal)                       NAVD 88
 DU0426
 DU0426  VERT ORDER  -  FIRST     CLASS II
 DU0426
 DU0426.The horizontal coordinates were scaled from a topographic map and have
 DU0426.an estimated accuracy of +/- 6 seconds.
 DU0426
 DU0426.The orthometric height was determined by differential leveling
 DU0426.and adjusted in June 1991.
 DU0426
 DU0426.The geoid height was determined by GEOID03.
 DU0426
 DU0426.The dynamic height is computed by dividing the NAVD 88
 DU0426.geopotential number by the normal gravity value computed on the
 DU0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0426.degrees latitude (g = 980.6199 gals.).
 DU0426
 DU0426.The modeled gravity was interpolated from observed gravity values.
 DU0426
 DU0426;                    North         East    Units  Estimated Accuracy
 DU0426;SPC AZ C     -   281,880.      266,500.      MT  (+/- 180 meters Scaled)
 DU0426
 DU0426                          SUPERSEDED SURVEY CONTROL
 DU0426
 DU0426  NGVD 29 (??/??/92)  808.376  (m)         2652.15   (f) ADJ UNCH    1 2
 DU0426
 DU0426.Superseded values are not recommended for survey control.
 DU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0426.See file dsdata.txt to determine how the superseded data were derived.
 DU0426
 DU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC680112(NAD 83)
 DU0426_MARKER: DB = BENCH MARK DISK
 DU0426_SETTING: 80 = SET IN A BOULDER
 DU0426_SP_SET: BOULDER
 DU0426_STAMPING: N 21 1933
 DU0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0426+STABILITY: SURFACE MOTION
 DU0426
 DU0426  HISTORY     - Date     Condition        Report By
 DU0426  HISTORY     - 1933     MONUMENTED       CGS
 DU0426  HISTORY     - 1948     GOOD             NGS
 DU0426  HISTORY     - 1980     GOOD             NGS
 DU0426  HISTORY     - 20070512 POOR             GEOCAC
 DU0426  HISTORY     - 20081008 GOOD             GEOCAC
 DU0426
 DU0426                          STATION DESCRIPTION
 DU0426
 DU0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0426'4.9 MI NE FROM TORTILLA FLAT.
 DU0426'4.9 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0426'TORTILLA FLAT, 90.0 FEET SOUTHWEST OF MILE POST 22-38, 90.0 FEET SOUTH
 DU0426'OF THE CENTER LINE OF THE HIGHWAY, ON A RIDGE AND ABOUT LEVEL WITH THE
 DU0426'HIGHWAY LEVEL, SET IN THE TOP OF A RED VOLCANIC BOULDER PROJECTING
 DU0426'ABOUT 3.0 FEET ABOVE THE GROUND.
 DU0426
 DU0426                          STATION RECOVERY (1980)
 DU0426
 DU0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0426'6.0 KM (3.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0426'AT TORTILLA FLAT, 0.55 KM (0.35 MI) NORTH OF HIGHWAY MILESPOST 218,
 DU0426'IN TOP OF THE NORTH EDGE OF A 1.5 X 2.1 METER (5 X 7 FT) BOULDER
 DU0426'PROJECTING 1.0 METER (3.3 FT) , 27.4 METERS (90.0 FT) SOUTH OF THE
 DU0426'CENTERLINE OF THE HIGHWAY.
 DU0426'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0426
 DU0426                          STATION RECOVERY (2007)
 DU0426
 DU0426'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0426'RECOVERED STEM ONLY, THE CAP HAS BEEN BROKEN OFF.
 DU0426
 DU0426                          STATION RECOVERY (2008)
 DU0426
 DU0426'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0426'RECOVERED IN POOR CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0426'33 32.446' W 111
 DU0426'20.682'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0788 ***********************************************************************
 DU0788  DESIGNATION -  N 22
 DU0788  PID         -  DU0788
 DU0788  STATE/COUNTY-  AZ/MARICOPA
 DU0788  USGS QUAD   -  TEMPE (1982)
 DU0788
 DU0788                         *CURRENT SURVEY CONTROL
 DU0788  ___________________________________________________________________
 DU0788* NAD 83(1986)-  33 25 09.     (N)    111 55 05.     (W)     SCALED    
 DU0788* NAVD 88     -       359.33   (+/-2cm)    1178.9    (feet)  VERTCON   
 DU0788  ___________________________________________________________________
 DU0788  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0788
 DU0788.The horizontal coordinates were scaled from a topographic map and have
 DU0788.an estimated accuracy of +/- 6 seconds.
 DU0788
 DU0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0788.The vertical order pertains to the NGVD 29 superseded value.
 DU0788
 DU0788.The geoid height was determined by GEOID03.
 DU0788
 DU0788;                    North         East    Units  Estimated Accuracy
 DU0788;SPC AZ C     -   268,240.      213,230.      MT  (+/- 180 meters Scaled)
 DU0788
 DU0788                          SUPERSEDED SURVEY CONTROL
 DU0788
 DU0788  NGVD 29 (??/??/92)  358.723  (m)         1176.91   (f) ADJ UNCH    2 0
 DU0788
 DU0788.Superseded values are not recommended for survey control.
 DU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0788.See file dsdata.txt to determine how the superseded data were derived.
 DU0788
 DU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146981(NAD 83)
 DU0788_MARKER: DB = BENCH MARK DISK
 DU0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0788+STABILITY: SURFACE MOTION
 DU0788
 DU0788  HISTORY     - Date     Condition        Report By
 DU0788  HISTORY     - UNK      MONUMENTED       CGS
 DU0788  HISTORY     - 1933     GOOD             NGS
 DU0788  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0788  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0788
 DU0788                          STATION DESCRIPTION
 DU0788
 DU0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0788'IN TEMPE.
 DU0788'CONCRETE POST, SOUTHEAST OF TEMPE BUTTE, 300 FEET SOUTHEAST OF S.P.RY.
 DU0788'MILEPOST 916, 120 FEET SOUTHWEST OF MARICOPA CREAMERY, 50 FEET SOUTH
 DU0788'OF HIGHWAY, ON EAST SIDE OF CROSS STREET, AT NORTHWEST CORNER OF
 DU0788'RESIDENCE YARD.
 DU0788
 DU0788                          STATION RECOVERY (1992)
 DU0788
 DU0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0788'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU0788
 DU0788                          STATION RECOVERY (2007)
 DU0788
 DU0788'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0788'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0788'MARK. THE BUILDING THAT FORMERLY HOUSED THE MARICOPA CREAMERY IS NOW
 DU0788'THE FOUR PEAKS BREWING COMPANY. AN APARTMENT COMPLEX HAS BEEN BUILT AT
 DU0788'THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0950 ***********************************************************************
 DV0950  DESIGNATION -  N 24
 DV0950  PID         -  DV0950
 DV0950  STATE/COUNTY-  AZ/MARICOPA
 DV0950  USGS QUAD   -  WICKENBURG (1978)
 DV0950
 DV0950                         *CURRENT SURVEY CONTROL
 DV0950  ___________________________________________________________________
 DV0950* NAD 83(1986)-  33 57 59.     (N)    112 43 45.     (W)     SCALED    
 DV0950* NAVD 88     -       628.399  (meters)    2061.67   (feet)  POSTED    
 DV0950  ___________________________________________________________________
 DV0950  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV0950  DYNAMIC HT  -         627.640 (meters)    2059.18  (feet)  COMP
 DV0950  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 DV0950
 DV0950  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0950
 DV0950.The horizontal coordinates were scaled from a topographic map and have
 DV0950.an estimated accuracy of +/- 6 seconds.
 DV0950
 DV0950.The orthometric height was determined by differential leveling
 DV0950.and adjusted in November 2005.
 DV0950.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0950.was located on a no-check spur therefore a value was not computed.
 DV0950.No vertical observational check was made to the station.
 DV0950
 DV0950.The geoid height was determined by GEOID03.
 DV0950
 DV0950.The dynamic height is computed by dividing the NAVD 88
 DV0950.geopotential number by the normal gravity value computed on the
 DV0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0950.degrees latitude (g = 980.6199 gals.).
 DV0950
 DV0950.The modeled gravity was interpolated from observed gravity values.
 DV0950
 DV0950;                    North         East    Units  Estimated Accuracy
 DV0950;SPC AZ C     -   329,220.      138,270.      MT  (+/- 180 meters Scaled)
 DV0950
 DV0950                          SUPERSEDED SURVEY CONTROL
 DV0950
 DV0950  NGVD 29 (??/??/92)  627.833  (m)         2059.82   (f) ADJ UNCH    2 0
 DV0950
 DV0950.Superseded values are not recommended for survey control.
 DV0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0950.See file dsdata.txt to determine how the superseded data were derived.
 DV0950
 DV0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC402597(NAD 83)
 DV0950_MARKER: DB = BENCH MARK DISK
 DV0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0950_STAMPING: N 24 1933
 DV0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0950+STABILITY: SURFACE MOTION
 DV0950
 DV0950  HISTORY     - Date     Condition        Report By
 DV0950  HISTORY     - 1933     MONUMENTED       CGS
 DV0950  HISTORY     - 1939     GOOD             NGS
 DV0950  HISTORY     - 20070203 GOOD             GEOCAC
 DV0950
 DV0950                          STATION DESCRIPTION
 DV0950
 DV0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0950'IN WICKENBURG.
 DV0950'AT WICKENBURG, 0.4 MILE SOUTH OF THE ATCHISON, TOPEKA AND SANTA FE
 DV0950'RAILWAY STATION, 600 FEET SOUTH OF MILEPOST 140, 55 FEET WEST OF THE
 DV0950'CENTERLINE OF THE TRACK, AND IN THE CORNER OF A RESIDENCE YARD.  A
 DV0950'STANDARD DISK, STAMPED N 24 1933 AND SET IN THE TOP OF A CONCRETE
 DV0950'POST.
 DV0950
 DV0950                          STATION RECOVERY (2007)
 DV0950
 DV0950'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0641 ***********************************************************************
 FS0641  DESIGNATION -  N 253
 FS0641  PID         -  FS0641
 FS0641  STATE/COUNTY-  AZ/MOHAVE
 FS0641  USGS QUAD   -  MT PERKINS (1989)
 FS0641
 FS0641                         *CURRENT SURVEY CONTROL
 FS0641  ___________________________________________________________________
 FS0641* NAD 83(1986)-  35 30 05.     (N)    114 32 00.     (W)     SCALED    
 FS0641* NAVD 88     -       811.616  (meters)    2662.78   (feet)  POSTED    
 FS0641  ___________________________________________________________________
 FS0641  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FS0641  DYNAMIC HT  -         810.730 (meters)    2659.87  (feet)  COMP
 FS0641  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 FS0641
 FS0641  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0641
 FS0641.The horizontal coordinates were scaled from a topographic map and have
 FS0641.an estimated accuracy of +/- 6 seconds.
 FS0641
 FS0641.The orthometric height was determined by differential leveling
 FS0641.and adjusted by the  in 1992.
 FS0641.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0641.rate of 1.1 thru 2.0 mm/km.
 FS0641
 FS0641.The geoid height was determined by GEOID03.
 FS0641
 FS0641.The dynamic height is computed by dividing the NAVD 88
 FS0641.geopotential number by the normal gravity value computed on the
 FS0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0641.degrees latitude (g = 980.6199 gals.).
 FS0641
 FS0641.The modeled gravity was interpolated from observed gravity values.
 FS0641
 FS0641;                    North         East    Units  Estimated Accuracy
 FS0641;SPC AZ W     -   499,490.      142,290.      MT  (+/- 180 meters Scaled)
 FS0641
 FS0641                          SUPERSEDED SURVEY CONTROL
 FS0641
 FS0641  NGVD 29 (??/??/92)  810.861  (m)         2660.30   (f) ADJ UNCH    1 2
 FS0641
 FS0641.Superseded values are not recommended for survey control.
 FS0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0641.See file dsdata.txt to determine how the superseded data were derived.
 FS0641
 FS0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV237314(NAD 83)
 FS0641_MARKER: DB = BENCH MARK DISK
 FS0641_SETTING: 80 = SET IN A BOULDER
 FS0641_SP_SET: BOULDER
 FS0641_STAMPING: N 253 1940
 FS0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0641+STABILITY: SURFACE MOTION
 FS0641
 FS0641  HISTORY     - Date     Condition        Report By
 FS0641  HISTORY     - 1940     MONUMENTED       CGS
 FS0641  HISTORY     - 1950     GOOD             NGS
 FS0641  HISTORY     - 19870326 GOOD             USPSQD
 FS0641
 FS0641                          STATION DESCRIPTION
 FS0641
 FS0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0641'20.1 MI W FROM GRASSHOPPER JUNCTION.
 FS0641'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0641'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 12.7 MILES WEST
 FS0641'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0641'59 YARDS EAST OF THE APPROXIMATE CENTER OF THE MOUTH OF A WASH,
 FS0641'ABOUT 32 YARDS WEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 FS0641'SOUTHEAST TO SEVERAL SHACKS, IN THE TOP OF A LARGE GRANITE BOULDER
 FS0641'PROJECTING 4 FEET ABOVE THE GROUND, 44 FEET SOUTH OF THE CENTER
 FS0641'LINE OF THE ROAD, 16 FEET NORTH OF THE BASE OF A CLIFF, ABOUT 3
 FS0641'FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS
 FS0641'B M.
 FS0641
 FS0641                          STATION RECOVERY (1987)
 FS0641
 FS0641'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0370 ***********************************************************************
 FS0370  DESIGNATION -  N 254
 FS0370  PID         -  FS0370
 FS0370  STATE/COUNTY-  AZ/MOHAVE
 FS0370  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0370
 FS0370                         *CURRENT SURVEY CONTROL
 FS0370  ___________________________________________________________________
 FS0370* NAD 83(1986)-  35 35 49.     (N)    114 16 02.     (W)     SCALED    
 FS0370* NAVD 88     -      1048.828  (meters)    3441.03   (feet)  POSTED    
 FS0370  ___________________________________________________________________
 FS0370  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FS0370  DYNAMIC HT  -        1047.630 (meters)    3437.10  (feet)  COMP
 FS0370  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 FS0370
 FS0370  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0370
 FS0370.The horizontal coordinates were scaled from a topographic map and have
 FS0370.an estimated accuracy of +/- 6 seconds.
 FS0370
 FS0370.The orthometric height was determined by differential leveling
 FS0370.and adjusted by the  in 1992.
 FS0370.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0370.rate of 0.0 thru 1.0 mm/km.
 FS0370
 FS0370.The geoid height was determined by GEOID03.
 FS0370
 FS0370.The dynamic height is computed by dividing the NAVD 88
 FS0370.geopotential number by the normal gravity value computed on the
 FS0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0370.degrees latitude (g = 980.6199 gals.).
 FS0370
 FS0370.The modeled gravity was interpolated from observed gravity values.
 FS0370
 FS0370;                    North         East    Units  Estimated Accuracy
 FS0370;SPC AZ W     -   509,940.      166,490.      MT  (+/- 180 meters Scaled)
 FS0370
 FS0370                          SUPERSEDED SURVEY CONTROL
 FS0370
 FS0370  NGVD 29 (??/??/92) 1048.048  (m)         3438.47   (f) ADJ UNCH    1 1
 FS0370
 FS0370.Superseded values are not recommended for survey control.
 FS0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0370.See file dsdata.txt to determine how the superseded data were derived.
 FS0370
 FS0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV475426(NAD 83)
 FS0370_MARKER: DB = BENCH MARK DISK
 FS0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0370_STAMPING: N 254 1941
 FS0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0370+STABILITY: SURFACE MOTION
 FS0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0370+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 FS0370
 FS0370  HISTORY     - Date     Condition        Report By
 FS0370  HISTORY     - 1941     MONUMENTED       CGS
 FS0370  HISTORY     - 1950     GOOD             NGS
 FS0370  HISTORY     - 1978     GOOD             LOCSUR
 FS0370  HISTORY     - 19870116 GOOD             USPSQD
 FS0370  HISTORY     - 20050424 GOOD             INDIV
 FS0370  HISTORY     - 20051011 GOOD             NGS
 FS0370
 FS0370                          STATION DESCRIPTION
 FS0370
 FS0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0370'17.8 MI N FROM GRASSHOPPER JUNCTION.
 FS0370'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0370'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 6.8 MILES
 FS0370'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.5 MILE
 FS0370'NORTHEAST OF THE AREJAY BAR RANCHHOUSE, 0.2 MILE SOUTH OF THE
 FS0370'JUNCTION OF A ROAD LEADING EAST, ABOUT 151 YARDS NORTHEAST OF
 FS0370'THE CENTER OF THE Y JUNCTION OF A DIM ROAD LEADING NORTHEAST, ON
 FS0370'TOP OF A SMALL RISE, ON THE OUTSIDE OF A CURVE, 59 FEET EAST OF
 FS0370'THE CENTER LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST,
 FS0370'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0370'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0370
 FS0370                          STATION RECOVERY (1978)
 FS0370
 FS0370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0370'RECOVERED IN GOOD CONDITION.
 FS0370
 FS0370                          STATION RECOVERY (1987)
 FS0370
 FS0370'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0370'RECOVERED IN GOOD CONDITION.
 FS0370
 FS0370                          STATION RECOVERY (2005)
 FS0370
 FS0370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 FS0370'WAAS GPS POSITION AVERAGED FOR 1 MINUTE IS  35 35 49.2 +/- 0.15 SEC N
 FS0370'114 16 1.8 +/- 0.15 SEC W
 FS0370' 
 FS0370'SUPPLEMENTAL DESCRIPTION -  PIERCE FERRY RD, A PAVED TWO LANE ROAD, IS
 FS0370'29.2 MILES NW ALONG US93 FROM THE INTERSECTION OF US93 AND I40.  MARK
 FS0370'IS 6.8 MILES NE ALONG PIERCE FERRY RD.
 FS0370
 FS0370                          STATION RECOVERY (2005)
 FS0370
 FS0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0370'MARK IS 6.4 MI NE ALONG PIERCES FERRY ROAD THENCE 0.15 MI N ALONG OLD
 FS0370'(GRAVEL) ALIGNMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0552 ***********************************************************************
 ET0552  DESIGNATION -  N 255
 ET0552  PID         -  ET0552
 ET0552  STATE/COUNTY-  AZ/YAVAPAI
 ET0552  USGS QUAD   -  SIMMONS (1979)
 ET0552
 ET0552                         *CURRENT SURVEY CONTROL
 ET0552  ___________________________________________________________________
 ET0552* NAD 83(1986)-  34 52 01.     (N)    112 38 02.     (W)     SCALED    
 ET0552* NAVD 88     -      1381.457  (meters)    4532.33   (feet)  POSTED    
 ET0552  ___________________________________________________________________
 ET0552  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 ET0552  DYNAMIC HT  -        1379.650 (meters)    4526.40  (feet)  COMP
 ET0552  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 ET0552
 ET0552  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0552
 ET0552.The horizontal coordinates were scaled from a topographic map and have
 ET0552.an estimated accuracy of +/- 6 seconds.
 ET0552
 ET0552.The orthometric height was determined by differential leveling
 ET0552.and adjusted in November 2005.
 ET0552.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0552.rate of 0.0 thru 1.0 mm/km.
 ET0552
 ET0552.The geoid height was determined by GEOID03.
 ET0552
 ET0552.The dynamic height is computed by dividing the NAVD 88
 ET0552.geopotential number by the normal gravity value computed on the
 ET0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0552.degrees latitude (g = 980.6199 gals.).
 ET0552
 ET0552.The modeled gravity was interpolated from observed gravity values.
 ET0552
 ET0552;                    North         East    Units  Estimated Accuracy
 ET0552;SPC AZ C     -   429,050.      147,790.      MT  (+/- 180 meters Scaled)
 ET0552
 ET0552                          SUPERSEDED SURVEY CONTROL
 ET0552
 ET0552  NGVD 29 (??/??/92) 1380.661  (m)         4529.72   (f) ADJ UNCH    2 0
 ET0552
 ET0552.Superseded values are not recommended for survey control.
 ET0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0552.See file dsdata.txt to determine how the superseded data were derived.
 ET0552
 ET0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD506595(NAD 83)
 ET0552_MARKER: DB = BENCH MARK DISK
 ET0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0552_STAMPING: N 255 1941
 ET0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0552+STABILITY: SURFACE MOTION
 ET0552
 ET0552  HISTORY     - Date     Condition        Report By
 ET0552  HISTORY     - 1941     MONUMENTED       CGS
 ET0552  HISTORY     - 1974     GOOD             USGS
 ET0552
 ET0552                          STATION DESCRIPTION
 ET0552
 ET0552'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0552'6.1 MI NW FROM SIMMONS.
 ET0552'4.1 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0552'VALLEY WASH AT SIMMONS, TO ROAD JUNCTION AND CATTLE GUARD, THENCE 2.0
 ET0552'MI NE ALONG ROAD TO ROAD JUNCTION.  135 FT N OF THE NORTH EDGE OF A
 ET0552'WASH, 43 FT NW OF THE CENTER LINE OF THE ROAD JUNCTION, AND ABOUT 0.8
 ET0552'FOOT HIGHER THAN THE ROAD.  A STANDARD USC AND GS DISK STAMPED N 255
 ET0552'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 ET0552'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0570 ***********************************************************************
 ET0570  DESIGNATION -  N 256
 ET0570  PID         -  ET0570
 ET0570  STATE/COUNTY-  AZ/YAVAPAI
 ET0570  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0570
 ET0570                         *CURRENT SURVEY CONTROL
 ET0570  ___________________________________________________________________
 ET0570* NAD 83(1986)-  34 54 42.     (N)    112 44 31.     (W)     SCALED    
 ET0570* NAVD 88     -      1479.85   (+/-2cm)    4855.1    (feet)  VERTCON   
 ET0570  ___________________________________________________________________
 ET0570  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 ET0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0570
 ET0570.The horizontal coordinates were scaled from a topographic map and have
 ET0570.an estimated accuracy of +/- 6 seconds.
 ET0570
 ET0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0570.The vertical order pertains to the NGVD 29 superseded value.
 ET0570
 ET0570.The geoid height was determined by GEOID03.
 ET0570
 ET0570;                    North         East    Units  Estimated Accuracy
 ET0570;SPC AZ C     -   434,090.      137,950.      MT  (+/- 180 meters Scaled)
 ET0570
 ET0570                          SUPERSEDED SURVEY CONTROL
 ET0570
 ET0570  NGVD 29 (??/??/92) 1478.965  (m)         4852.24   (f) ADJ UNCH    2 0
 ET0570
 ET0570.Superseded values are not recommended for survey control.
 ET0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0570.See file dsdata.txt to determine how the superseded data were derived.
 ET0570
 ET0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD408646(NAD 83)
 ET0570_MARKER: DB = BENCH MARK DISK
 ET0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0570_STAMPING: N 256 1941
 ET0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0570+STABILITY: SURFACE MOTION
 ET0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0570+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 ET0570
 ET0570  HISTORY     - Date     Condition        Report By
 ET0570  HISTORY     - UNK      MONUMENTED       CGS
 ET0570  HISTORY     - 1941     GOOD             NGS
 ET0570  HISTORY     - 20080531 GOOD             GEOCAC
 ET0570
 ET0570                          STATION DESCRIPTION
 ET0570
 ET0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ET0570'7.8 MI E FROM WALNUT CREEK RANGER STA.
 ET0570'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION.
 ET0570'6.0 MILES SOUTHEAST ALONG THE ROAD TO SIMMONS, 0.1 MILE WEST OF A LOW
 ET0570'FLAT RIDGE, IN A VALLEY, 61 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ET0570'11 FEET SOUTH OF A SMALL DITCH, 3 FEET EAST OF A WHITE WOODEN WITNESS
 ET0570'POST AND LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 ET0570'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 ET0570
 ET0570                          STATION RECOVERY (2008)
 ET0570
 ET0570'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0473 ***********************************************************************
 ET0473  DESIGNATION -  N 257
 ET0473  PID         -  ET0473
 ET0473  STATE/COUNTY-  AZ/YAVAPAI
 ET0473  USGS QUAD   -  INDIAN PEAK (1986)
 ET0473
 ET0473                         *CURRENT SURVEY CONTROL
 ET0473  ___________________________________________________________________
 ET0473* NAD 83(1986)-  34 59 14.     (N)    112 47 53.     (W)     SCALED    
 ET0473* NAVD 88     -      1574.41   (+/-2cm)    5165.4    (feet)  VERTCON   
 ET0473  ___________________________________________________________________
 ET0473  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 ET0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0473
 ET0473.The horizontal coordinates were scaled from a topographic map and have
 ET0473.an estimated accuracy of +/- 6 seconds.
 ET0473
 ET0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0473.The vertical order pertains to the NGVD 29 superseded value.
 ET0473
 ET0473.The geoid height was determined by GEOID03.
 ET0473
 ET0473;                    North         East    Units  Estimated Accuracy
 ET0473;SPC AZ C     -   442,510.      132,890.      MT  (+/- 180 meters Scaled)
 ET0473
 ET0473                          SUPERSEDED SURVEY CONTROL
 ET0473
 ET0473  NGVD 29 (??/??/92) 1573.467  (m)         5162.28   (f) ADJ UNCH    2 0
 ET0473
 ET0473.Superseded values are not recommended for survey control.
 ET0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0473.See file dsdata.txt to determine how the superseded data were derived.
 ET0473
 ET0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD358731(NAD 83)
 ET0473_MARKER: DB = BENCH MARK DISK
 ET0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0473_STAMPING: N 257 1941
 ET0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0473+STABILITY: SURFACE MOTION
 ET0473
 ET0473  HISTORY     - Date     Condition        Report By
 ET0473  HISTORY     - 1941     MONUMENTED       CGS
 ET0473
 ET0473                          STATION DESCRIPTION
 ET0473
 ET0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0473'6.5 MI N FROM WALNUT CREEK RANGER STATION.
 ET0473'TO REACH FROM THE WALNUT CREEK RANGER STATION.  GO 1.8 MILES EAST
 ET0473'ALONG COUNTY ROAD TO THE JUNCTION OF ROADS TO SELIGMAN AND SIMMONS.
 ET0473'THENCE, GO 4.4 MILES NORTHERLY ALONG THE ROAD TO SELIGMAN TO THE SITE
 ET0473'OF BENCH MARK. BENCH MARK IS ABOUT 1.3 MILES SOUTH OF CATTLE GUARD AND
 ET0473'0.1 MILE NORTH OF A WASH. IT IS ON THE TOP OF A RIDGE, 37.0 FEET EAST
 ET0473'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD AT THE NORTH
 ET0473'END OF CURVE.  IT IS 12.0 FEET NORTHWEST OF A CEDAR TREE AND 3.0 FEET
 ET0473'SOUTH OF A 4X4-INCH WOODEN MARKER POST PROJECTING 1.9 FEET. THE
 ET0473'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0211 ***********************************************************************
 DV0211  DESIGNATION -  N 258
 DV0211  PID         -  DV0211
 DV0211  STATE/COUNTY-  AZ/MARICOPA
 DV0211  USGS QUAD   -  GLENDALE (1982)
 DV0211
 DV0211                         *CURRENT SURVEY CONTROL
 DV0211  ___________________________________________________________________
 DV0211* NAD 83(1986)-  33 35 29.     (N)    112 11 11.     (W)     SCALED    
 DV0211* NAVD 88     -       366.93   (+/-2cm)    1203.8    (feet)  VERTCON   
 DV0211  ___________________________________________________________________
 DV0211  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0211
 DV0211.The horizontal coordinates were scaled from a topographic map and have
 DV0211.an estimated accuracy of +/- 6 seconds.
 DV0211
 DV0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0211.The vertical order pertains to the NGVD 29 superseded value.
 DV0211
 DV0211.The geoid height was determined by GEOID03.
 DV0211
 DV0211;                    North         East    Units  Estimated Accuracy
 DV0211;SPC AZ C     -   287,370.      188,330.      MT  (+/- 180 meters Scaled)
 DV0211
 DV0211                          SUPERSEDED SURVEY CONTROL
 DV0211
 DV0211  NGVD 29 (??/??/92)  366.377  (m)         1202.02   (f) ADJ UNCH    2 0
 DV0211
 DV0211.Superseded values are not recommended for survey control.
 DV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0211.See file dsdata.txt to determine how the superseded data were derived.
 DV0211
 DV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899174(NAD 83)
 DV0211_MARKER: DB = BENCH MARK DISK
 DV0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0211_SP_SET: CATCH BASIN
 DV0211_STAMPING: N 258 1945
 DV0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0211
 DV0211  HISTORY     - Date     Condition        Report By
 DV0211  HISTORY     - 1945     MONUMENTED       CGS
 DV0211  HISTORY     - 1949     GOOD             NGS
 DV0211  HISTORY     - 20031026 GOOD             USPSQD
 DV0211  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 DV0211  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV0211
 DV0211                          STATION DESCRIPTION
 DV0211
 DV0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0211'2.3 MI S FROM THUNDERBIRD NO 1 AIRPORT.
 DV0211'2.3 MILES SOUTH ALONG LATERAL NO. 18 FROM THE MAIN GATE AT THE
 DV0211'THUNDERBIRD NO. 1 AIRPORT, SET IN THE SOUTHWEST CORNER OF CATCH BASIN
 DV0211'LOCATED ON THE SOUTH SIDE OF THE ELECTRIC PUMP OF WELL, 54 FEET WEST
 DV0211'OF CENTER-LINE OF MAIN ROAD, 8.8 FEET SOUTHEAST OF THE SOUTHWEST
 DV0211'CORNER POST OF THE WIRE FENCE AROUND THE PUMP.  IRON BENCH MARK DISK.
 DV0211
 DV0211                          STATION RECOVERY (1949)
 DV0211
 DV0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0211'RECOVERED IN GOOD CONDITION.
 DV0211
 DV0211                          STATION RECOVERY (2003)
 DV0211
 DV0211'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DV0211'MARK  FOUND. GOOD SHAPE.  NO WIRE FENCE PRESENT.
 DV0211
 DV0211                          STATION RECOVERY (2005)
 DV0211
 DV0211'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV0211'MARK NOT FOUND. BASED ON PRIOR RECOVERY, THE DESCRIBED LOCATION IS
 DV0211'RAPIDELY BECOMING A PARKING LOT.  THERE IS NO SIGN OF A CATCH BASIN OR
 DV0211'A WELL PUMP.
 DV0211
 DV0211                          STATION RECOVERY (2008)
 DV0211
 DV0211'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0211'A HOUSE HAS BEEN BUILT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0771 ***********************************************************************
 DU0771  DESIGNATION -  N 259
 DU0771  PID         -  DU0771
 DU0771  STATE/COUNTY-  AZ/MARICOPA
 DU0771  USGS QUAD   -  HIGLEY (1981)
 DU0771
 DU0771                         *CURRENT SURVEY CONTROL
 DU0771  ___________________________________________________________________
 DU0771* NAD 83(1986)-  33 19 16.     (N)    111 44 17.     (W)     SCALED    
 DU0771* NAVD 88     -       390.86   (+/-2cm)    1282.3    (feet)  VERTCON   
 DU0771  ___________________________________________________________________
 DU0771  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DU0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0771
 DU0771.The horizontal coordinates were scaled from a topographic map and have
 DU0771.an estimated accuracy of +/- 6 seconds.
 DU0771
 DU0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0771.The vertical order pertains to the NGVD 29 superseded value.
 DU0771
 DU0771.The geoid height was determined by GEOID03.
 DU0771
 DU0771;                    North         East    Units  Estimated Accuracy
 DU0771;SPC AZ C     -   257,380.      229,990.      MT  (+/- 180 meters Scaled)
 DU0771
 DU0771                          SUPERSEDED SURVEY CONTROL
 DU0771
 DU0771  NGVD 29 (??/??/92)  390.352  (m)         1280.68   (f) ADJ UNCH    2 0
 DU0771
 DU0771.Superseded values are not recommended for survey control.
 DU0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0771.See file dsdata.txt to determine how the superseded data were derived.
 DU0771
 DU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB313871(NAD 83)
 DU0771_MARKER: DB = BENCH MARK DISK
 DU0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0771_SP_SET: CANAL GATE
 DU0771_STAMPING: N 259 1945
 DU0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0771
 DU0771  HISTORY     - Date     Condition        Report By
 DU0771  HISTORY     - 1945     MONUMENTED       CGS
 DU0771  HISTORY     - 20051217 MARK NOT FOUND   GEOCAC
 DU0771
 DU0771                          STATION DESCRIPTION
 DU0771
 DU0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DU0771'1.5 MI NW FROM HIGLEY.
 DU0771'1.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0771'STATION AT HIGLEY, AT A ROAD CROSSING, AT THE INTERSECTION OF
 DU0771'NORTH-SOUTH AND EAST-WEST SECTION LINE ROADS, SET IN THE EAST END OF
 DU0771'THE NORTH GATE WALL OF IRRIGATION CANAL GATE ABOUT 100 FEET NORTHEAST
 DU0771'OF RAILROAD TRACK, 52.0 FEET NORTH OF A POINT ON CENTERLINE OF AN
 DU0771'EAST-WEST SECTION LINE ROAD, 30.0 FEET WEST OF A POINT ON CENTERLINE
 DU0771'OF NORTH-SOUTH SECTION LINE ROAD.  BRONZE BENCH MARK DISK CEMENTED IN
 DU0771'A DRILL HOLE.
 DU0771
 DU0771                          STATION RECOVERY (2005)
 DU0771
 DU0771'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0771'A LOT OF CONSTRUCTION HAS OCCURRED IN THIS AREA SINCE THE LAST
 DU0771'RECOVERY ENTRY. THE EAST-WEST ROAD (RAY ROAD) AND THE RAILROAD HAVE
 DU0771'BEEN ELEVATED, AND THE NORTH-SOUTH ROAD (GREENFIELD ROAD) HAS BEEN
 DU0771'RE-ALIGNED BECAUSE OF THE CONSTRUCTION OF THE SAN TAN FREEWAY WHICH IS
 DU0771'BEING CONSTRUCTED UNDER THE RAILROAD BRIDGE AND RAY ROAD.
 DU0771'A NEWLY CONSTRUCTED WATER CANAL WAS FOUND IN THE AREA NORTH OF THE
 DU0771'RAILROAD TRACK, BUT COULD NOT LOCATE AN IRRIGATION CANAL NORTH OF THE
 DU0771'RAILROAD TRACK. THE SCALED COORDINATES POINT TO THE NORTHBOUND LANES
 DU0771'OF THE NEW SAN TAN FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0341 ***********************************************************************
 ET0341  DESIGNATION -  N 26
 ET0341  PID         -  ET0341
 ET0341  STATE/COUNTY-  AZ/YAVAPAI
 ET0341  USGS QUAD   -  BISMARCK MESA (1969)
 ET0341
 ET0341                         *CURRENT SURVEY CONTROL
 ET0341  ___________________________________________________________________
 ET0341* NAD 83(1986)-  34 24 59.     (N)    112 47 36.     (W)     SCALED    
 ET0341* NAVD 88     -      1218.837  (meters)    3998.80   (feet)  POSTED    
 ET0341  ___________________________________________________________________
 ET0341  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 ET0341  DYNAMIC HT  -        1217.260 (meters)    3993.63  (feet)  COMP
 ET0341  MODELED GRAV-     979,296.7   (mgal)                       NAVD 88
 ET0341
 ET0341  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0341
 ET0341.The horizontal coordinates were scaled from a topographic map and have
 ET0341.an estimated accuracy of +/- 6 seconds.
 ET0341
 ET0341.The orthometric height was determined by differential leveling
 ET0341.and adjusted in November 2005.
 ET0341.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0341.rate of 2.1 thru 3.0 mm/km.
 ET0341
 ET0341.The geoid height was determined by GEOID03.
 ET0341
 ET0341.The dynamic height is computed by dividing the NAVD 88
 ET0341.geopotential number by the normal gravity value computed on the
 ET0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0341.degrees latitude (g = 980.6199 gals.).
 ET0341
 ET0341.The modeled gravity was interpolated from observed gravity values.
 ET0341
 ET0341;                    North         East    Units  Estimated Accuracy
 ET0341;SPC AZ C     -   379,190.      132,770.      MT  (+/- 180 meters Scaled)
 ET0341
 ET0341                          SUPERSEDED SURVEY CONTROL
 ET0341
 ET0341  NGVD 29 (??/??/92) 1218.059  (m)         3996.25   (f) ADJ UNCH    1 2
 ET0341
 ET0341.Superseded values are not recommended for survey control.
 ET0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0341.See file dsdata.txt to determine how the superseded data were derived.
 ET0341
 ET0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD351097(NAD 83)
 ET0341_MARKER: DB = BENCH MARK DISK
 ET0341_SETTING: 80 = SET IN A BOULDER
 ET0341_SP_SET: BOULDER
 ET0341_STAMPING: N 26 1933
 ET0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0341+STABILITY: SURFACE MOTION
 ET0341
 ET0341  HISTORY     - Date     Condition        Report By
 ET0341  HISTORY     - 1933     MONUMENTED       CGS
 ET0341  HISTORY     - 1950     GOOD             NGS
 ET0341
 ET0341                          STATION DESCRIPTION
 ET0341
 ET0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0341'5.5 MI W FROM KIRKLAND.
 ET0341'5.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0341'THE STATION AT KIRKLAND, 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ET0341'A WOODEN HAND CAR DERAILING PLATFORM, 65 FEET EAST OF MILEPOLE 92, ON
 ET0341'THE NORTHWEST SLOPE OF A HILL, AT THE WEST END OF A SHORT ROCKY CUT,
 ET0341'IN THE TOP OF A BLACK BOULDER, 31.5 FEET SOUTH OF THE SOUTH RAIL, AND
 ET0341'ABOUT 1 1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0369 ***********************************************************************
 CZ0369  DESIGNATION -  N 260
 CZ0369  PID         -  CZ0369
 CZ0369  STATE/COUNTY-  AZ/PINAL
 CZ0369  USGS QUAD   -  RED ROCK (1993)
 CZ0369
 CZ0369                         *CURRENT SURVEY CONTROL
 CZ0369  ___________________________________________________________________
 CZ0369* NAD 83(1986)-  32 30 33.     (N)    111 16 07.     (W)     SCALED    
 CZ0369* NAVD 88     -       594.127  (meters)    1949.23   (feet)  ADJUSTED  
 CZ0369  ___________________________________________________________________
 CZ0369  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0369  DYNAMIC HT  -         593.349 (meters)    1946.68  (feet)  COMP
 CZ0369  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 CZ0369  OBS GRAVITY -     979,310.5   (mgal)                       GRAV_OBS
 CZ0369
 CZ0369  VERT ORDER  -  FIRST     CLASS II
 CZ0369
 CZ0369.The horizontal coordinates were scaled from a topographic map and have
 CZ0369.an estimated accuracy of +/- 6 seconds.
 CZ0369
 CZ0369.The orthometric height was determined by differential leveling
 CZ0369.and adjusted in June 1991.
 CZ0369
 CZ0369.The geoid height was determined by GEOID03.
 CZ0369
 CZ0369.The dynamic height is computed by dividing the NAVD 88
 CZ0369.geopotential number by the normal gravity value computed on the
 CZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0369.degrees latitude (g = 980.6199 gals.).
 CZ0369
 CZ0369.The modeled gravity was interpolated from observed gravity values.
 CZ0369.The observed gravity was obtained from relative gravimeter ties
 CZ0369.to the IGSN71 gravity network.
 CZ0369
 CZ0369;                    North         East    Units  Estimated Accuracy
 CZ0369;SPC AZ C     -   167,510.      274,250.      MT  (+/- 180 meters Scaled)
 CZ0369
 CZ0369                          SUPERSEDED SURVEY CONTROL
 CZ0369
 CZ0369  NGVD 29 (??/??/92)  593.610  (m)         1947.54   (f) ADJ UNCH    1 2
 CZ0369
 CZ0369.Superseded values are not recommended for survey control.
 CZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0369.See file dsdata.txt to determine how the superseded data were derived.
 CZ0369
 CZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA747969(NAD 83)
 CZ0369_MARKER: DD = SURVEY DISK
 CZ0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0369_SP_SET: CULVERT
 CZ0369_STAMPING: N 260 1945
 CZ0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0369+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0369
 CZ0369  HISTORY     - Date     Condition        Report By
 CZ0369  HISTORY     - 1945     MONUMENTED       AZHD
 CZ0369  HISTORY     - 1951     GOOD             NGS
 CZ0369  HISTORY     - 1962     GOOD             NGS
 CZ0369  HISTORY     - 1977     GOOD             USGS
 CZ0369  HISTORY     - 1980     GOOD             NGS
 CZ0369  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0369
 CZ0369                          STATION DESCRIPTION
 CZ0369
 CZ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0369'4.7 MI NW FROM MARANA.
 CZ0369'4.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND STATE
 CZ0369'HIGHWAY 84 FROM THE POST OFFICE AT MARANA, AT RAILROAD MILEAGE 957.18,
 CZ0369'AND IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 CZ0369'HEADWALL OF A 24 INCH CORRUGATED METAL PIPE CULVERT UNDER THE OLD
 CZ0369'HIGHWAY, 115 FEET NORTHEAST OF THE CENTER LINE OF THE NEW STATE
 CZ0369'HIGHWAY 84, 15 FEET NORTHEAST OF THE CENTER LINE OF THE OLD STATE
 CZ0369'HIGHWAY 84, AND ABOUT 1/2 FOOT HIGHER THAN THE OLD HIGHWAY.
 CZ0369
 CZ0369                          STATION RECOVERY (1962)
 CZ0369
 CZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0369'RECOVERED IN GOOD CONDITION.
 CZ0369
 CZ0369                          STATION RECOVERY (1977)
 CZ0369
 CZ0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0369'4.7 MILES NW ALONG THE SP R.R. AND FRONTAGE RD. FROM THE POST OFFICE
 CZ0369'AT MARANA, AT R.R. MILEAGE 957.18, AND IN THE TOP OF THE APPROXIMATE
 CZ0369'CENTER OF THE NE CONC. HEADWALL OF A 24 INCH CORRUGATED METAL PIPE
 CZ0369'CULVERT UNDER THE FRONTAGE RD., 15 FT. NE OF THE CENTER LINE OF THE
 CZ0369'FRONTAGE RD. AND ABOUT 1/2 FT. HIGHER THAN THE FRONTAGE RD., BRONZE
 CZ0369'DISK STAMPED N 260 1945.
 CZ0369
 CZ0369                          STATION RECOVERY (1980)
 CZ0369
 CZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0369'43.1 KILOMETERS (26.8 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0369'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE
 CZ0369'957.18, AT A 0.6 METER (2 FOOT) PIPE CULVERT UNDER THE FRONTAGE
 CZ0369'ROAD, SET IN THE TOP AND CENTER OF THE NORTHEAST HEADWALL,
 CZ0369'1.55 METERS (5 FEET) NORTHWEST OF THE SOUTHEAST END, 36.8
 CZ0369'METERS (120.7 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 6.9 METERS
 CZ0369'(22.6 FEET) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CZ0369'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0369
 CZ0369                          STATION RECOVERY (2006)
 CZ0369
 CZ0369'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0145 ***********************************************************************
 CF0145  DESIGNATION -  N 261
 CF0145  PID         -  CF0145
 CF0145  STATE/COUNTY-  AZ/COCHISE
 CF0145  USGS QUAD   -  DOUGLAS (1978)
 CF0145
 CF0145                         *CURRENT SURVEY CONTROL
 CF0145  ___________________________________________________________________
 CF0145* NAD 83(1986)-  31 20 40.     (N)    109 32 44.     (W)     SCALED    
 CF0145* NAVD 88     -      1221.32   (+/-2cm)    4006.9    (feet)  VERTCON   
 CF0145  ___________________________________________________________________
 CF0145  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0145
 CF0145.The horizontal coordinates were scaled from a topographic map and have
 CF0145.an estimated accuracy of +/- 6 seconds.
 CF0145
 CF0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0145.The vertical order pertains to the NGVD 29 superseded value.
 CF0145
 CF0145.The geoid height was determined by GEOID03.
 CF0145
 CF0145;                    North         East    Units  Estimated Accuracy
 CF0145;SPC AZ E     -    38,350.      272,460.      MT  (+/- 180 meters Scaled)
 CF0145
 CF0145                          SUPERSEDED SURVEY CONTROL
 CF0145
 CF0145  NGVD 29 (??/??/92) 1220.509  (m)         4004.29   (f) ADJ UNCH    2 0
 CF0145
 CF0145.Superseded values are not recommended for survey control.
 CF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0145.See file dsdata.txt to determine how the superseded data were derived.
 CF0145
 CF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV383686(NAD 83)
 CF0145_MARKER: DB = BENCH MARK DISK
 CF0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0145_STAMPING: N 261 1945
 CF0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0145+STABILITY: SURFACE MOTION
 CF0145
 CF0145  HISTORY     - Date     Condition        Report By
 CF0145  HISTORY     - 1945     MONUMENTED       CGS
 CF0145  HISTORY     - 1973     GOOD             NGS
 CF0145  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0145
 CF0145                          STATION DESCRIPTION
 CF0145
 CF0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CF0145'IN DOUGLAS.
 CF0145'0.4 MILE EAST ALONG 10TH STREET FROM THE POST OFFICE AT DOUGLAS, SET
 CF0145'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF A AVENUE AND 10TH
 CF0145'STREET BETWEEN THE CURB AND THE SIDEWALK, 25.3 FEET WEST OF THE WEST
 CF0145'CURB OF A AVENUE, 7.1 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK,
 CF0145'1.0 FOOT SOUTH OF THE NORTH EDGE OF THE SOUTH CURB OF 10TH STREET.  A
 CF0145'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST POURED IN THE
 CF0145'FIELD.
 CF0145
 CF0145                          STATION RECOVERY (1973)
 CF0145
 CF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CF0145'RECOVERED IN GOOD CONDITION.
 CF0145
 CF0145                          STATION RECOVERY (1980)
 CF0145
 CF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0145'NOT RECOVERED, NEW STREET BUILT IN AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0014 ***********************************************************************
 FR0014  DESIGNATION -  N 262
 FR0014  PID         -  FR0014
 FR0014  STATE/COUNTY-  AZ/COCONINO
 FR0014  USGS QUAD   -  VALLE TANK (1989)
 FR0014
 FR0014                         *CURRENT SURVEY CONTROL
 FR0014  ___________________________________________________________________
 FR0014* NAD 83(1986)-  35 39 20.     (N)    112 09 57.     (W)     SCALED    
 FR0014* NAVD 88     -      1808.973  (meters)    5934.94   (feet)  POSTED    
 FR0014  ___________________________________________________________________
 FR0014  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FR0014  DYNAMIC HT  -        1806.580 (meters)    5927.09  (feet)  COMP
 FR0014  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 FR0014
 FR0014  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0014
 FR0014.The horizontal coordinates were scaled from a topographic map and have
 FR0014.an estimated accuracy of +/- 6 seconds.
 FR0014
 FR0014.The orthometric height was determined by differential leveling
 FR0014.and adjusted by the  in 1992.
 FR0014.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0014.was located on a no-check spur therefore a value was not computed.
 FR0014.No vertical observational check was made to the station.
 FR0014
 FR0014.The geoid height was determined by GEOID03.
 FR0014
 FR0014.The dynamic height is computed by dividing the NAVD 88
 FR0014.geopotential number by the normal gravity value computed on the
 FR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0014.degrees latitude (g = 980.6199 gals.).
 FR0014
 FR0014.The modeled gravity was interpolated from observed gravity values.
 FR0014
 FR0014;                    North         East    Units  Estimated Accuracy
 FR0014;SPC AZ C     -   516,330.      190,800.      MT  (+/- 180 meters Scaled)
 FR0014
 FR0014                          SUPERSEDED SURVEY CONTROL
 FR0014
 FR0014  NGVD 29 (??/??/92) 1808.101  (m)         5932.08   (f) ADJ UNCH    2 0
 FR0014
 FR0014.Superseded values are not recommended for survey control.
 FR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0014.See file dsdata.txt to determine how the superseded data were derived.
 FR0014
 FR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE944463(NAD 83)
 FR0014_MARKER: DB = BENCH MARK DISK
 FR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0014_STAMPING: N 262 1945
 FR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0014+STABILITY: SURFACE MOTION
 FR0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0014+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0014
 FR0014  HISTORY     - Date     Condition        Report By
 FR0014  HISTORY     - 1945     MONUMENTED       CGS
 FR0014  HISTORY     - 20000715 GOOD             AZDT
 FR0014
 FR0014                          STATION DESCRIPTION
 FR0014
 FR0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FR0014'2.0 MI E FROM VALLE.
 FR0014'ABOUT 2.0 MILES EAST ALONG A COUNTY ROAD FROM THE ATCHISON, TOPEKA AND
 FR0014'SANTA FE RAILWAY STATION SIGN AT VALLE, COCONINO COUNTY, ON THE WEST
 FR0014'SLOPE OF A SLIGHT GRADE, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FR0014'20.5 FEET NORTHWEST OF AN 18-INCH TREE WITH A TRIANGULAR BLAZE ON THE
 FR0014'NORTH SIDE NEAR THE BASE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 FR0014'POST.  A STANDARD DISK, STAMPED N 262 1945 AND SET IN THE TOP OF A
 FR0014'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 FR0014
 FR0014                          STATION RECOVERY (2000)
 FR0014
 FR0014'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0744 ***********************************************************************
 DV0744  DESIGNATION -  N 263
 DV0744  PID         -  DV0744
 DV0744  STATE/COUNTY-  AZ/MARICOPA
 DV0744  USGS QUAD   -  WINTERSBURG (1984)
 DV0744
 DV0744                         *CURRENT SURVEY CONTROL
 DV0744  ___________________________________________________________________
 DV0744* NAD 83(1986)-  33 29 38.     (N)    112 51 33.     (W)     SCALED    
 DV0744* NAVD 88     -       341.806  (meters)    1121.41   (feet)  ADJUSTED  
 DV0744  ___________________________________________________________________
 DV0744  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DV0744  DYNAMIC HT  -         341.405 (meters)    1120.09  (feet)  COMP
 DV0744  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 DV0744
 DV0744  VERT ORDER  -  FIRST     CLASS II
 DV0744
 DV0744.The horizontal coordinates were scaled from a topographic map and have
 DV0744.an estimated accuracy of +/- 6 seconds.
 DV0744
 DV0744.The orthometric height was determined by differential leveling
 DV0744.and adjusted in June 1991.
 DV0744
 DV0744.The geoid height was determined by GEOID03.
 DV0744
 DV0744.The dynamic height is computed by dividing the NAVD 88
 DV0744.geopotential number by the normal gravity value computed on the
 DV0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0744.degrees latitude (g = 980.6199 gals.).
 DV0744
 DV0744.The modeled gravity was interpolated from observed gravity values.
 DV0744
 DV0744;                    North         East    Units  Estimated Accuracy
 DV0744;SPC AZ C     -   276,920.      125,780.      MT  (+/- 180 meters Scaled)
 DV0744
 DV0744                          SUPERSEDED SURVEY CONTROL
 DV0744
 DV0744  NGVD 29 (??/??/92)  341.187  (m)         1119.38   (f) ADJ UNCH    1 2
 DV0744
 DV0744.Superseded values are not recommended for survey control.
 DV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0744.See file dsdata.txt to determine how the superseded data were derived.
 DV0744
 DV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC272075(NAD 83)
 DV0744_MARKER: DB = BENCH MARK DISK
 DV0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0744_STAMPING: N 263 1947
 DV0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0744+STABILITY: SURFACE MOTION
 DV0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0744+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 DV0744
 DV0744  HISTORY     - Date     Condition        Report By
 DV0744  HISTORY     - 1947     MONUMENTED       CGS
 DV0744  HISTORY     - 1967     GOOD             NGS
 DV0744  HISTORY     - 1981     GOOD             NGS
 DV0744  HISTORY     - 20010419 GOOD             MCDOT
 DV0744  HISTORY     - 20080530 GOOD             GEOCAC
 DV0744
 DV0744                          STATION DESCRIPTION
 DV0744
 DV0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0744'4.75 MI E FROM TONOPAH.
 DV0744'4.75 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0744'TONOPAH, IN S 22, T 2 N, R 6 W, 0.5 MILE EAST OF THE JUNCTION OF
 DV0744'INDIAN SCHOOL ROAD AND WINTERSBURG ROAD, 36 FEET NORTH OF THE CENTER
 DV0744'LINE OF INDIAN SCHOOL ROAD, 69 FEET NORTH AND ACROSS THE ROAD FROM A
 DV0744'FENCE CORNER POST, 28 FEET EAST OF POWER POLE NUMBER 16-7, 1.5 FEET
 DV0744'WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DV0744'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0744
 DV0744                          STATION RECOVERY (1981)
 DV0744
 DV0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0744'RECOVERED IN GOOD CONDITION.
 DV0744
 DV0744                          STATION RECOVERY (2001)
 DV0744
 DV0744'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0744' 
 DV0744' 
 DV0744' 
 DV0744' 
 DV0744'FROM INTERSECTION 411TH AVE + INDIAN SCHOOL RD. GO 4 MILES E TO
 DV0744'WINTERSBURG RD. THENCE .5 MILES E TO BM N263
 DV0744'USC+G BC SET IN CONC. ABOVE NATURAL GROUND W/ WOOD WITNESS POST +
 DV0744'METAL SURVEY MARKER
 DV0744' 
 DV0744' 
 DV0744' 
 DV0744' 
 DV0744' 
 DV0744
 DV0744                          STATION RECOVERY (2008)
 DV0744
 DV0744'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0744'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0744'33 29 37.7 (N)   112 51 32.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0713 ***********************************************************************
 DV0713  DESIGNATION -  N 264
 DV0713  PID         -  DV0713
 DV0713  STATE/COUNTY-  AZ/MARICOPA
 DV0713  USGS QUAD   -  VALENCIA (1982)
 DV0713
 DV0713                         *CURRENT SURVEY CONTROL
 DV0713  ___________________________________________________________________
 DV0713* NAD 83(1986)-  33 26 08.     (N)    112 33 16.     (W)     SCALED    
 DV0713* NAVD 88     -       328.38   (+/-2cm)    1077.4    (feet)  VERTCON   
 DV0713  ___________________________________________________________________
 DV0713  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0713  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0713
 DV0713.The horizontal coordinates were scaled from a topographic map and have
 DV0713.an estimated accuracy of +/- 6 seconds.
 DV0713
 DV0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0713.The vertical order pertains to the NGVD 29 superseded value.
 DV0713
 DV0713.The geoid height was determined by GEOID03.
 DV0713
 DV0713;                    North         East    Units  Estimated Accuracy
 DV0713;SPC AZ C     -   270,240.      154,060.      MT  (+/- 180 meters Scaled)
 DV0713
 DV0713                          SUPERSEDED SURVEY CONTROL
 DV0713
 DV0713  NGVD 29 (??/??/92)  327.736  (m)         1075.25   (f) ADJ UNCH    1 2
 DV0713
 DV0713.Superseded values are not recommended for survey control.
 DV0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0713.See file dsdata.txt to determine how the superseded data were derived.
 DV0713
 DV0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC555006(NAD 83)
 DV0713_MARKER: DB = BENCH MARK DISK
 DV0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0713_STAMPING: N 264 1947
 DV0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0713+STABILITY: SURFACE MOTION
 DV0713
 DV0713  HISTORY     - Date     Condition        Report By
 DV0713  HISTORY     - 1947     MONUMENTED       CGS
 DV0713  HISTORY     - 1967     GOOD             NGS
 DV0713  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0713
 DV0713                          STATION DESCRIPTION
 DV0713
 DV0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0713'6.15 MI NE FROM BUCKEYE.
 DV0713'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0713'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 2.05 MILES
 DV0713'EAST ALONG YUMA ROAD, IN S 15, T 1 N, R 3 W, 0.1 MILE EAST OF THE
 DV0713'JUNCTION OF YUMA ROAD AND A DIRT ROAD, 59 FEET SOUTHWEST OF THE CENTER
 DV0713'OF THE INTERSECTION OF YUMA ROAD AND A TRAIL ROAD, 37 FEET SOUTH OF
 DV0713'THE CENTER LINE OF YUMA ROAD, 118 FEET SOUTHWEST AND ACROSS THE ROAD
 DV0713'FROM POWER POLE NUMBER 16-6, 1.6 FEET WEST OF A WOODEN WITNESS POST,
 DV0713'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DV0713'CONCRETE POST PROJECTING 5 INCHES.
 DV0713
 DV0713                          STATION RECOVERY (1981)
 DV0713
 DV0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0713'CONCRETE POST FOUND WITH THE DISK REMOVED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0101 ***********************************************************************
 DV0101  DESIGNATION -  N 265
 DV0101  PID         -  DV0101
 DV0101  STATE/COUNTY-  AZ/MARICOPA
 DV0101  USGS QUAD   -  WADDELL (1975)
 DV0101
 DV0101                         *CURRENT SURVEY CONTROL
 DV0101  ___________________________________________________________________
 DV0101* NAD 83(1986)-  33 36 35.     (N)    112 27 32.     (W)     SCALED    
 DV0101* NAVD 88     -       404.85   (+/-2cm)    1328.2    (feet)  VERTCON   
 DV0101  ___________________________________________________________________
 DV0101  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0101  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0101
 DV0101.The horizontal coordinates were scaled from a topographic map and have
 DV0101.an estimated accuracy of +/- 6 seconds.
 DV0101
 DV0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0101.The vertical order pertains to the NGVD 29 superseded value.
 DV0101
 DV0101.The geoid height was determined by GEOID03.
 DV0101
 DV0101;                    North         East    Units  Estimated Accuracy
 DV0101;SPC AZ C     -   289,500.      163,040.      MT  (+/- 180 meters Scaled)
 DV0101
 DV0101                          SUPERSEDED SURVEY CONTROL
 DV0101
 DV0101  NGVD 29 (??/??/92)  404.318  (m)         1326.50   (f) ADJ UNCH    1 2
 DV0101
 DV0101.Superseded values are not recommended for survey control.
 DV0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0101.See file dsdata.txt to determine how the superseded data were derived.
 DV0101
 DV0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC646198(NAD 83)
 DV0101_MARKER: DB = BENCH MARK DISK
 DV0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0101_STAMPING: N 265 1948
 DV0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0101+STABILITY: SURFACE MOTION
 DV0101
 DV0101  HISTORY     - Date     Condition        Report By
 DV0101  HISTORY     - 1948     MONUMENTED       CGS
 DV0101  HISTORY     - 1967     GOOD             NGS
 DV0101  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0101
 DV0101                          STATION DESCRIPTION
 DV0101
 DV0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0101'13.65 MI W FROM EL MIRAGE.
 DV0101'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0101'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 6.65 MILES
 DV0101'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0101'BEARDSLEY CANAL, IN SECTION 10, T 3 N, R 2 W, 50 FEET NORTHEAST OF THE
 DV0101'CENTER OF THE JUNCTION OF CANAL ROAD AND WEST WADDELL AVENUE, 38 FEET
 DV0101'EAST OF THE CENTER LINE OF CANAL ROAD, 35 FEET NORTH OF THE CENTER
 DV0101'LINE OF WEST WADDELL AVENUE, 67 1/2 FEET NORTH AND ACROSS WEST WADDELL
 DV0101'AVENUE FROM THE NORTH END OF THE CONCRETE HEAD WALL OF IRRIGATION GATE
 DV0101'NUMBER 6, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 DV0101'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DV0101'PROJECTS 4 INCHES.
 DV0101
 DV0101                          STATION RECOVERY (1981)
 DV0101
 DV0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0101'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0071 ***********************************************************************
 DV0071  DESIGNATION -  N 266
 DV0071  PID         -  DV0071
 DV0071  STATE/COUNTY-  AZ/MARICOPA
 DV0071  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0071
 DV0071                         *CURRENT SURVEY CONTROL
 DV0071  ___________________________________________________________________
 DV0071* NAD 83(1986)-  33 42 04.     (N)    112 17 34.     (W)     SCALED    
 DV0071* NAVD 88     -       375.242  (meters)    1231.11   (feet)  ADJUSTED  
 DV0071  ___________________________________________________________________
 DV0071  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0071  DYNAMIC HT  -         374.807 (meters)    1229.68  (feet)  COMP
 DV0071  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV0071
 DV0071  VERT ORDER  -  FIRST     CLASS II
 DV0071
 DV0071.The horizontal coordinates were scaled from a topographic map and have
 DV0071.an estimated accuracy of +/- 6 seconds.
 DV0071
 DV0071.The orthometric height was determined by differential leveling
 DV0071.and adjusted in June 1991.
 DV0071
 DV0071.The geoid height was determined by GEOID03.
 DV0071
 DV0071.The dynamic height is computed by dividing the NAVD 88
 DV0071.geopotential number by the normal gravity value computed on the
 DV0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0071.degrees latitude (g = 980.6199 gals.).
 DV0071
 DV0071.The modeled gravity was interpolated from observed gravity values.
 DV0071
 DV0071;                    North         East    Units  Estimated Accuracy
 DV0071;SPC AZ C     -   299,570.      178,500.      MT  (+/- 180 meters Scaled)
 DV0071
 DV0071                          SUPERSEDED SURVEY CONTROL
 DV0071
 DV0071  NGVD 29 (??/??/92)  374.626  (m)         1229.09   (f) ADJ UNCH    1 2
 DV0071
 DV0071.Superseded values are not recommended for survey control.
 DV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0071.See file dsdata.txt to determine how the superseded data were derived.
 DV0071
 DV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC801297(NAD 83)
 DV0071_MARKER: DB = BENCH MARK DISK
 DV0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0071_STAMPING: N 266 1948
 DV0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0071+STABILITY: SURFACE MOTION
 DV0071
 DV0071  HISTORY     - Date     Condition        Report By
 DV0071  HISTORY     - 1948     MONUMENTED       CGS
 DV0071  HISTORY     - 1967     GOOD             NGS
 DV0071  HISTORY     - 1981     GOOD             NGS
 DV0071  HISTORY     - 20050118 MARK NOT FOUND   MCDOT
 DV0071
 DV0071                          STATION DESCRIPTION
 DV0071
 DV0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0071'6.9 MI N FROM SUN CITY.
 DV0071'ABOUT 6.25 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0071'CITY, THENCE 0.65 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 7, T 4
 DV0071'N, R 1 E, 0.4 MILE NORTH OF THE CREST OF A STEEP GRADE WHICH LEADS
 DV0071'DOWN TO THE AGUA FRIA RIVER BOTTOM, 0.25 MILE SOUTH OF THE CROSSING OF
 DV0071'THE ROAD AND A POWER LINE, 0.2 MILE NORTH OF A METAL WINDMILL AND
 DV0071'WATER TANK, 60 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 69
 DV0071'FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 2.0 FEET WEST OF A METAL
 DV0071'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DV0071'CONCRETE POST WHICH PROJECTS 3 INCHES.
 DV0071
 DV0071                          STATION RECOVERY (1981)
 DV0071
 DV0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0071'RECOVERED IN GOOD CONDITION.
 DV0071
 DV0071                          STATION RECOVERY (2005)
 DV0071
 DV0071'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 DV0071'THE POSITION IS ON A COMPANY'S LAND CALLED CMEX. IF IT IS STILL THERE,
 DV0071'IT APPEARS IT MAYBE UNDER APPROXIMATELY 40 FEET OF DIRT FILL.
 DV0071' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0034 ***********************************************************************
 DV0034  DESIGNATION -  N 267
 DV0034  PID         -  DV0034
 DV0034  STATE/COUNTY-  AZ/MARICOPA
 DV0034  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0034
 DV0034                         *CURRENT SURVEY CONTROL
 DV0034  ___________________________________________________________________
 DV0034* NAD 83(1986)-  33 34 41.     (N)    112 05 59.     (W)     SCALED    
 DV0034* NAVD 88     -       380.93   (+/-2cm)    1249.8    (feet)  VERTCON   
 DV0034  ___________________________________________________________________
 DV0034  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0034  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0034
 DV0034.The horizontal coordinates were scaled from a topographic map and have
 DV0034.an estimated accuracy of +/- 6 seconds.
 DV0034
 DV0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0034.The vertical order pertains to the NGVD 29 superseded value.
 DV0034
 DV0034.The geoid height was determined by GEOID03.
 DV0034
 DV0034;                    North         East    Units  Estimated Accuracy
 DV0034;SPC AZ C     -   285,870.      196,370.      MT  (+/- 180 meters Scaled)
 DV0034
 DV0034                          SUPERSEDED SURVEY CONTROL
 DV0034
 DV0034  NGVD 29 (??/??/92)  380.387  (m)         1247.99   (f) ADJ UNCH    1 2
 DV0034
 DV0034.Superseded values are not recommended for survey control.
 DV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0034.See file dsdata.txt to determine how the superseded data were derived.
 DV0034
 DV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979159(NAD 83)
 DV0034_MARKER: DB = BENCH MARK DISK
 DV0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0034_SP_SET: RETAINING WALL
 DV0034_STAMPING: N 267 1948
 DV0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0034
 DV0034  HISTORY     - Date     Condition        Report By
 DV0034  HISTORY     - 1948     MONUMENTED       CGS
 DV0034  HISTORY     - 1960     GOOD             DOD
 DV0034  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0034
 DV0034                          STATION DESCRIPTION
 DV0034
 DV0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0034'IN PARADISE AIRPORT.
 DV0034'AT PARADISE AIRPORT, AT THE MAIN ENTRANCE TO THE AIRPORT, ABOUT 0.5
 DV0034'MILE NORTH OF THE ARIZONA CANAL, 93.4 FEET SOUTH OF THE CENTER LINE OF
 DV0034'THE MAIN ENTRANCE TO THE AIRPORT, 56.4 FEET WEST OF THE CENTER LINE OF
 DV0034'NINETEENTH AVENUE, SET ON TOP AND AT THE NORTHEAST CORNER OF A LARGE
 DV0034'CONCRETE RETAINING WALL OF A RESERVOIR, 0.4 FOOT WEST OF THE EAST EDGE
 DV0034'OF THE WALL AND 2.6 FEET HIGHER THAN THE GROUND.
 DV0034
 DV0034                          STATION RECOVERY (1960)
 DV0034
 DV0034'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1960
 DV0034'RECOVERED IN GOOD CONDITION.
 DV0034
 DV0034                          STATION RECOVERY (2007)
 DV0034
 DV0034'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0034'THE DESCRIBED STRUCTURE HAS BEEN REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1093 ***********************************************************************
 DU1093  DESIGNATION -  N 268
 DU1093  PID         -  DU1093
 DU1093  STATE/COUNTY-  AZ/MARICOPA
 DU1093  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1093
 DU1093                         *CURRENT SURVEY CONTROL
 DU1093  ___________________________________________________________________
 DU1093* NAD 83(1986)-  33 30 33.     (N)    111 56 06.     (W)     SCALED    
 DU1093* NAVD 88     -       400.10   (+/-2cm)    1312.7    (feet)  VERTCON   
 DU1093  ___________________________________________________________________
 DU1093  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1093  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1093
 DU1093.The horizontal coordinates were scaled from a topographic map and have
 DU1093.an estimated accuracy of +/- 6 seconds.
 DU1093
 DU1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1093.The vertical order pertains to the NGVD 29 superseded value.
 DU1093
 DU1093.The geoid height was determined by GEOID03.
 DU1093
 DU1093;                    North         East    Units  Estimated Accuracy
 DU1093;SPC AZ C     -   278,220.      211,660.      MT  (+/- 180 meters Scaled)
 DU1093
 DU1093                          SUPERSEDED SURVEY CONTROL
 DU1093
 DU1093  NGVD 29 (??/??/92)  399.523  (m)         1310.77   (f) ADJ UNCH    1 2
 DU1093
 DU1093.Superseded values are not recommended for survey control.
 DU1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1093.See file dsdata.txt to determine how the superseded data were derived.
 DU1093
 DU1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131081(NAD 83)
 DU1093_MARKER: DB = BENCH MARK DISK
 DU1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1093_STAMPING: N 268 1948
 DU1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1093+STABILITY: SURFACE MOTION
 DU1093
 DU1093  HISTORY     - Date     Condition        Report By
 DU1093  HISTORY     - 1948     MONUMENTED       CGS
 DU1093  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU1093
 DU1093                          STATION DESCRIPTION
 DU1093
 DU1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1093'IN CASA BLANCA AIRPORT.
 DU1093'AT CASA BLANCA AIRPORT, ABOUT 0.3 MILE SOUTHEAST OF THE CASA BLANCA
 DU1093'GUEST RANCH, 160 FEET EAST OF THE EAST END OF THE EAST-WEST RUNWAY,
 DU1093'72.0 FEET WEST OF THE CENTER LINE OF MONTE VISTA DRIVE, 31.0 FEET
 DU1093'SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 3.0 FEET WEST OF A
 DU1093'POWER POLE, 1.3 FEET NORTH OF A WIRE FENCE, 2.2 FEET EAST OF A WHITE
 DU1093'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS, SET IN THE TOP OF A
 DU1093'CONCRETE POST PROJECTING 3 INCHES.
 DU1093
 DU1093                          STATION RECOVERY (2007)
 DU1093
 DU1093'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1093'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1093'MARK. THE NORTH-SOUTH ROAD IS NOW 68TH STREET, AND THE EAST-WEST IS
 DU1093'CHAPARRAL ROAD. THE MARK MAY YET SURVIVE AT THE DESCRIBED LOCATION,
 DU1093'BUT PROBING DID NOT PRODUCE ANY 'HITS'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0650 ***********************************************************************
 DU0650  DESIGNATION -  N 269
 DU0650  PID         -  DU0650
 DU0650  STATE/COUNTY-  AZ/MARICOPA
 DU0650  USGS QUAD   -  BUCKHORN (1982)
 DU0650
 DU0650                         *CURRENT SURVEY CONTROL
 DU0650  ___________________________________________________________________
 DU0650* NAD 83(1986)-  33 27 25.     (N)    111 43 53.     (W)     SCALED    
 DU0650* NAVD 88     -       418.00   (+/-2cm)    1371.4    (feet)  VERTCON   
 DU0650  ___________________________________________________________________
 DU0650  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU0650  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0650
 DU0650.This mark is at Falcon Field Airport (FFZ)
 DU0650
 DU0650.The horizontal coordinates were scaled from a topographic map and have
 DU0650.an estimated accuracy of +/- 6 seconds.
 DU0650
 DU0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0650.The vertical order pertains to the NGVD 29 superseded value.
 DU0650
 DU0650.The geoid height was determined by GEOID03.
 DU0650
 DU0650;                    North         East    Units  Estimated Accuracy
 DU0650;SPC AZ C     -   272,440.      230,580.      MT  (+/- 180 meters Scaled)
 DU0650
 DU0650                          SUPERSEDED SURVEY CONTROL
 DU0650
 DU0650  NGVD 29 (??/??/92)  417.450  (m)         1369.58   (f) ADJ UNCH    1 2
 DU0650
 DU0650.Superseded values are not recommended for survey control.
 DU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0650.See file dsdata.txt to determine how the superseded data were derived.
 DU0650
 DU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC320021(NAD 83)
 DU0650_MARKER: DB = BENCH MARK DISK
 DU0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0650_SP_SET: CONCRETE BASE
 DU0650_STAMPING: N 269 1948
 DU0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0650
 DU0650  HISTORY     - Date     Condition        Report By
 DU0650  HISTORY     - 1948     MONUMENTED       CGS
 DU0650  HISTORY     - 19951217 MARK NOT FOUND   CHANCE
 DU0650
 DU0650                          STATION DESCRIPTION
 DU0650
 DU0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0650'IN FALCON AIRPORT.
 DU0650'AT FALCON AIRPORT, AT THE LARGE WIND INDICATOR, ABOUT 455 FEET NORTH
 DU0650'OF THE NORTH SIDE OF THE CONTROL TOWER AND THE ADMINISTRATION
 DU0650'BUILDING, 53.0 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH TAXI STRIP,
 DU0650'6.3 FEET EAST OF THE EAST EDGE OF A LARGE CONCRETE BASE SUPPORTING THE
 DU0650'WIND INDICATOR, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0650
 DU0650                          STATION RECOVERY (1995)
 DU0650
 DU0650'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU0650'RECOVERY NOTE BY CHANCE 1995 MARK NOT FOUND - SEARCHED 0.5
 DU0650'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0055 ***********************************************************************
 ET0055  DESIGNATION -  N 27
 ET0055  PID         -  ET0055
 ET0055  STATE/COUNTY-  AZ/YAVAPAI
 ET0055  USGS QUAD   -  PRESCOTT (1973)
 ET0055
 ET0055                         *CURRENT SURVEY CONTROL
 ET0055  ___________________________________________________________________
 ET0055* NAD 83(1986)-  34 35 45.     (N)    112 24 31.     (W)     SCALED    
 ET0055* NAVD 88     -      1574.446  (meters)    5165.49   (feet)  POSTED    
 ET0055  ___________________________________________________________________
 ET0055  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 ET0055  DYNAMIC HT  -        1572.300 (meters)    5158.45  (feet)  COMP
 ET0055  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 ET0055
 ET0055  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0055
 ET0055.The horizontal coordinates were scaled from a topographic map and have
 ET0055.an estimated accuracy of +/- 6 seconds.
 ET0055
 ET0055.The orthometric height was determined by differential leveling
 ET0055.and adjusted in November 2005.
 ET0055.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0055.rate of 2.1 thru 3.0 mm/km.
 ET0055
 ET0055.The geoid height was determined by GEOID03.
 ET0055
 ET0055.The dynamic height is computed by dividing the NAVD 88
 ET0055.geopotential number by the normal gravity value computed on the
 ET0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0055.degrees latitude (g = 980.6199 gals.).
 ET0055
 ET0055.The modeled gravity was interpolated from observed gravity values.
 ET0055
 ET0055;                    North         East    Units  Estimated Accuracy
 ET0055;SPC AZ C     -   398,850.      168,240.      MT  (+/- 180 meters Scaled)
 ET0055
 ET0055                          SUPERSEDED SURVEY CONTROL
 ET0055
 ET0055  NGVD 29 (??/??/92) 1573.616  (m)         5162.77   (f) ADJ UNCH    1 2
 ET0055
 ET0055.Superseded values are not recommended for survey control.
 ET0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0055.See file dsdata.txt to determine how the superseded data were derived.
 ET0055
 ET0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD708291(NAD 83)
 ET0055_MARKER: DB = BENCH MARK DISK
 ET0055_SETTING: 66 = SET IN ROCK OUTCROP
 ET0055_SP_SET: GRANITE LEDGE
 ET0055_STAMPING: 5162.772 N 27 1933
 ET0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0055+STABILITY: POSITION/ELEVATION WELL
 ET0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0055+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 ET0055
 ET0055  HISTORY     - Date     Condition        Report By
 ET0055  HISTORY     - 1933     MONUMENTED       CGS
 ET0055  HISTORY     - 20060923 GOOD             GEOCAC
 ET0055
 ET0055                          STATION DESCRIPTION
 ET0055
 ET0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0055'5.1 MI NE FROM PRESCOTT.
 ET0055'ON A. T. AND S. F. RIGHT OF WAY, 1.0 MILES SOUTH OF ENTRO RAILROAD
 ET0055'JUNCTION, 110 FEET NORTHEAST OF MILEPOST 52, 36 FEET EAST OF RAILROAD
 ET0055'CENTER-LINE, ON TOP OF GRANITE LEDGE LEVEL WITH TRACK, ROCK PAINTED
 ET0055'WHITE B.M.
 ET0055
 ET0055                          STATION RECOVERY (2006)
 ET0055
 ET0055'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0407 ***********************************************************************
 DU0407  DESIGNATION -  N 270
 DU0407  PID         -  DU0407
 DU0407  STATE/COUNTY-  AZ/MARICOPA
 DU0407  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0407
 DU0407                         *CURRENT SURVEY CONTROL
 DU0407  ___________________________________________________________________
 DU0407* NAD 83(1986)-  33 34 54.     (N)    111 12 44.     (W)     SCALED    
 DU0407* NAVD 88     -       709.623  (meters)    2328.15   (feet)  ADJUSTED  
 DU0407  ___________________________________________________________________
 DU0407  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DU0407  DYNAMIC HT  -         708.718 (meters)    2325.19  (feet)  COMP
 DU0407  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 DU0407
 DU0407  VERT ORDER  -  FIRST     CLASS II
 DU0407
 DU0407.The horizontal coordinates were scaled from a topographic map and have
 DU0407.an estimated accuracy of +/- 6 seconds.
 DU0407
 DU0407.The orthometric height was determined by differential leveling
 DU0407.and adjusted in June 1991.
 DU0407
 DU0407.The geoid height was determined by GEOID03.
 DU0407
 DU0407.The dynamic height is computed by dividing the NAVD 88
 DU0407.geopotential number by the normal gravity value computed on the
 DU0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0407.degrees latitude (g = 980.6199 gals.).
 DU0407
 DU0407.The modeled gravity was interpolated from observed gravity values.
 DU0407
 DU0407;                    North         East    Units  Estimated Accuracy
 DU0407;SPC AZ C     -   286,480.      278,750.      MT  (+/- 180 meters Scaled)
 DU0407
 DU0407                          SUPERSEDED SURVEY CONTROL
 DU0407
 DU0407  NGVD 29 (??/??/92)  709.023  (m)         2326.19   (f) ADJ UNCH    1 2
 DU0407
 DU0407.Superseded values are not recommended for survey control.
 DU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0407.See file dsdata.txt to determine how the superseded data were derived.
 DU0407
 DU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC803157(NAD 83)
 DU0407_MARKER: DD = SURVEY DISK
 DU0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0407_SP_SET: BRIDGE
 DU0407_STAMPING: N 270
 DU0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0407+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0407
 DU0407  HISTORY     - Date     Condition        Report By
 DU0407  HISTORY     - UNK      MONUMENTED       AZHD
 DU0407  HISTORY     - 1948     GOOD             NGS
 DU0407  HISTORY     - 1980     GOOD             NGS
 DU0407  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU0407  HISTORY     - 20060812 GOOD             GEOCAC
 DU0407  HISTORY     - 20080716 GOOD             GEOCAC
 DU0407
 DU0407                          STATION DESCRIPTION
 DU0407
 DU0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0407'12.1 MI SW FROM ROOSEVELT.
 DU0407'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.2 MILE
 DU0407'SOUTHEAST OF MILE POST 232, 12.5 FEET WEST OF THE CENTER LINE OF THE
 DU0407'HIGHWAY, SET IN THE CENTER OF THE WEST RAIL OF THE CONCRETE BRIDGE
 DU0407'OVER DAVIS WASH AND PROJECTING 0.9 FOOT ABOVE THE LEVEL OF THE
 DU0407'HIGHWAY.
 DU0407
 DU0407                          STATION RECOVERY (1980)
 DU0407
 DU0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0407'15.9 KM (9.9 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0407'END OF THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.3 KM (0.2 MI) SOUTHWEST
 DU0407'OF HIGHWAY MILEPOST 232, IN TOP OF THE CENTER OF THE NORTHWEST
 DU0407'CURB OF THE CONCRETE HIGHWAY BRIDGE OVER DAVIS WASH, 3.8 METERS (12.5
 DU0407'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.3 METERS (60.0 FT)
 DU0407'SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL.
 DU0407'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU0407
 DU0407                          STATION RECOVERY (2004)
 DU0407
 DU0407'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0407'MARK NOT FOUND.
 DU0407
 DU0407                          STATION RECOVERY (2006)
 DU0407
 DU0407'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0407'RECOVERED IN GOOD CONDITION.
 DU0407
 DU0407                          STATION RECOVERY (2008)
 DU0407
 DU0407'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0407'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES AS N
 DU0407'33 34.902 W 111
 DU0407'12.749.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0378 ***********************************************************************
 DV0378  DESIGNATION -  N 271
 DV0378  PID         -  DV0378
 DV0378  STATE/COUNTY-  AZ/MARICOPA
 DV0378  USGS QUAD   -  FOWLER (1982)
 DV0378
 DV0378                         *CURRENT SURVEY CONTROL
 DV0378  ___________________________________________________________________
 DV0378* NAD 83(1986)-  33 23 44.     (N)    112 10 06.     (W)     SCALED    
 DV0378* NAVD 88     -       310.82   (+/-2cm)    1019.7    (feet)  VERTCON   
 DV0378  ___________________________________________________________________
 DV0378  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0378
 DV0378.The horizontal coordinates were scaled from a topographic map and have
 DV0378.an estimated accuracy of +/- 6 seconds.
 DV0378
 DV0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0378.The vertical order pertains to the NGVD 29 superseded value.
 DV0378
 DV0378.The geoid height was determined by GEOID03.
 DV0378
 DV0378;                    North         East    Units  Estimated Accuracy
 DV0378;SPC AZ C     -   265,650.      189,950.      MT  (+/- 180 meters Scaled)
 DV0378
 DV0378                          SUPERSEDED SURVEY CONTROL
 DV0378
 DV0378  NGVD 29 (??/??/92)  310.181  (m)         1017.65   (f) ADJ UNCH    2 0
 DV0378
 DV0378.Superseded values are not recommended for survey control.
 DV0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0378.See file dsdata.txt to determine how the superseded data were derived.
 DV0378
 DV0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913957(NAD 83)
 DV0378_MARKER: DB = BENCH MARK DISK
 DV0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0378_SP_SET: HEADGATE
 DV0378_STAMPING: N 271 1948
 DV0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0378
 DV0378  HISTORY     - Date     Condition        Report By
 DV0378  HISTORY     - 1948     MONUMENTED       CGS
 DV0378  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0378  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0378
 DV0378                          STATION DESCRIPTION
 DV0378
 DV0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0378'8.3 MI N FROM KOMATKE.
 DV0378'8.3 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 36.9 FEET WEST OF THE
 DV0378'CENTER LINE OF THE ROAD, 35 FEET WEST OF A WHITE FARM HOUSE, 5.9 FEET
 DV0378'NORTHWEST OF THE CORNER POST OF A WIRE FENCE, SET IN THE NORTHWEST
 DV0378'CORNER OF THE SOUTHEAST HEADWALL OF A CONCRETE HEADGATE ABOUT LEVEL
 DV0378'WITH THE ROAD.
 DV0378
 DV0378                          STATION RECOVERY (1962)
 DV0378
 DV0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0378'MARK NOT FOUND.
 DV0378
 DV0378                          STATION RECOVERY (2007)
 DV0378
 DV0378'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0378'THERE IS NO LONGER A HOUSE, IRRIGATION CANAL, OR HEADGATE AT THE
 DV0378'DESCRIBED LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0413 ***********************************************************************
 DV0413  DESIGNATION -  N 272
 DV0413  PID         -  DV0413
 DV0413  STATE/COUNTY-  AZ/MARICOPA
 DV0413  USGS QUAD   -  LAVEEN (1973)
 DV0413
 DV0413                         *CURRENT SURVEY CONTROL
 DV0413  ___________________________________________________________________
 DV0413* NAD 83(1986)-  33 19 04.     (N)    112 08 43.     (W)     SCALED    
 DV0413* NAVD 88     -       366.86   (+/-2cm)    1203.6    (feet)  VERTCON   
 DV0413  ___________________________________________________________________
 DV0413  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0413
 DV0413.The horizontal coordinates were scaled from a topographic map and have
 DV0413.an estimated accuracy of +/- 6 seconds.
 DV0413
 DV0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0413.The vertical order pertains to the NGVD 29 superseded value.
 DV0413
 DV0413.The geoid height was determined by GEOID03.
 DV0413
 DV0413;                    North         East    Units  Estimated Accuracy
 DV0413;SPC AZ C     -   257,020.      192,080.      MT  (+/- 180 meters Scaled)
 DV0413
 DV0413                          SUPERSEDED SURVEY CONTROL
 DV0413
 DV0413  NGVD 29 (??/??/92)  366.241  (m)         1201.58   (f) ADJ UNCH    2 0
 DV0413
 DV0413.Superseded values are not recommended for survey control.
 DV0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0413.See file dsdata.txt to determine how the superseded data were derived.
 DV0413
 DV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB933871(NAD 83)
 DV0413_MARKER: DB = BENCH MARK DISK
 DV0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0413_STAMPING: N 272 1948
 DV0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0413+STABILITY: SURFACE MOTION
 DV0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0413+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 DV0413
 DV0413  HISTORY     - Date     Condition        Report By
 DV0413  HISTORY     - 1948     MONUMENTED       CGS
 DV0413  HISTORY     - 20070115 GOOD             GEOCAC
 DV0413
 DV0413                          STATION DESCRIPTION
 DV0413
 DV0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0413'12.2 MI S FROM PHOENIX.
 DV0413'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0413'PHOENIX, THENCE 3.1 MILES SOUTHEAST ALONG THE MAIN ROAD THRU SOUTH MT.
 DV0413'PARK, THENCE 2.9 MILES WEST ALONG THE SAN JUAN PICNIC AREA ROAD,
 DV0413'THENCE 0.4 MILE NORTHWEST ALONG A DIM TRACK ROAD, 0.4 MILE NORTHWEST
 DV0413'OF THE T INTERSECTION OF THE SAN JUAN PICNIC AREA ROAD AND A DIM TRACK
 DV0413'ROAD LEADING NORTHWEST, 21.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 DV0413'ROAD, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, 2.4 FEET WEST OF A WHITE
 DV0413'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DV0413'FOOT ABOVE THE GROUND.
 DV0413
 DV0413                          STATION RECOVERY (2007)
 DV0413
 DV0413'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0370 ***********************************************************************
 DV0370  DESIGNATION -  N 273
 DV0370  PID         -  DV0370
 DV0370  STATE/COUNTY-  AZ/MARICOPA
 DV0370  USGS QUAD   -  PIMA BUTTE (1967)
 DV0370
 DV0370                         *CURRENT SURVEY CONTROL
 DV0370  ___________________________________________________________________
 DV0370* NAD 83(1986)-  33 14 32.     (N)    112 06 33.     (W)     SCALED    
 DV0370* NAVD 88     -       328.710  (meters)    1078.44   (feet)  ADJUSTED  
 DV0370  ___________________________________________________________________
 DV0370  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0370  DYNAMIC HT  -         328.332 (meters)    1077.20  (feet)  COMP
 DV0370  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 DV0370
 DV0370  VERT ORDER  -  FIRST     CLASS II
 DV0370
 DV0370.The horizontal coordinates were scaled from a topographic map and have
 DV0370.an estimated accuracy of +/- 6 seconds.
 DV0370
 DV0370.The orthometric height was determined by differential leveling
 DV0370.and adjusted in August 1994.
 DV0370
 DV0370.The geoid height was determined by GEOID03.
 DV0370
 DV0370.The dynamic height is computed by dividing the NAVD 88
 DV0370.geopotential number by the normal gravity value computed on the
 DV0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0370.degrees latitude (g = 980.6199 gals.).
 DV0370
 DV0370.The modeled gravity was interpolated from observed gravity values.
 DV0370
 DV0370;                    North         East    Units  Estimated Accuracy
 DV0370;SPC AZ C     -   248,630.      195,420.      MT  (+/- 180 meters Scaled)
 DV0370
 DV0370                          SUPERSEDED SURVEY CONTROL
 DV0370
 DV0370  NGVD 29 (??/??/92)  328.174  (m)         1076.68   (f) ADJ UNCH    1 2
 DV0370
 DV0370.Superseded values are not recommended for survey control.
 DV0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0370.See file dsdata.txt to determine how the superseded data were derived.
 DV0370
 DV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB966786(NAD 83)
 DV0370_MARKER: DB = BENCH MARK DISK
 DV0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0370_SP_SET: CONCRETE POST
 DV0370_STAMPING: N 273 1948
 DV0370_MARK LOGO: CGS   
 DV0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0370+STABILITY: SURFACE MOTION
 DV0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0370+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV0370
 DV0370  HISTORY     - Date     Condition        Report By
 DV0370  HISTORY     - 1948     MONUMENTED       CGS
 DV0370  HISTORY     - 19940325 GOOD             NGS
 DV0370  HISTORY     - 20060821 GOOD             GEOCAC
 DV0370
 DV0370                          STATION DESCRIPTION
 DV0370
 DV0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0370'4.4 MI SE FROM KOMATKE.
 DV0370'4.4 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 69.0 FEET
 DV0370'NORTHEAST OF THE CENTER LINE OF THE ROAD, 56.9 FEET EAST OF A
 DV0370'TELEPHONE POLE, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, 3.8 FEET
 DV0370'SOUTHWEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DV0370'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0370
 DV0370                          STATION RECOVERY (1994)
 DV0370
 DV0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0370'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0370'LAVEEN, THENCE 7.0 KM (4.35 MI) EASTERLY ALONG BELTLINE ROAD, 73.6 M
 DV0370'(241.5 FT) NORTHWEST OF THE NORTHEAST END OF A CULVERT UNDER THE
 DV0370'ROAD, 39.6 M (129.9 FT) SOUTHWEST OF A FENCE, 20.7 M (67.9 FT)
 DV0370'NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 1.1 M (3.6 FT)
 DV0370'SOUTHEAST OF A 4 BY 4-INCH WOODEN POST, 0.3 M (1.0 FT) SOUTHWEST OF A
 DV0370'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE,
 DV0370
 DV0370                          STATION RECOVERY (2006)
 DV0370
 DV0370'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0404 ***********************************************************************
 DV0404  DESIGNATION -  N 274
 DV0404  PID         -  DV0404
 DV0404  STATE/COUNTY-  AZ/PINAL
 DV0404  USGS QUAD   -  ENID (1978)
 DV0404
 DV0404                         *CURRENT SURVEY CONTROL
 DV0404  ___________________________________________________________________
 DV0404* NAD 83(1986)-  33 06 18.     (N)    112 09 04.     (W)     SCALED    
 DV0404* NAVD 88     -       390.80   (+/-2cm)    1282.1    (feet)  VERTCON   
 DV0404  ___________________________________________________________________
 DV0404  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DV0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0404
 DV0404.The horizontal coordinates were scaled from a topographic map and have
 DV0404.an estimated accuracy of +/- 6 seconds.
 DV0404
 DV0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0404.The vertical order pertains to the NGVD 29 superseded value.
 DV0404
 DV0404.The geoid height was determined by GEOID03.
 DV0404
 DV0404;                    North         East    Units  Estimated Accuracy
 DV0404;SPC AZ C     -   233,420.      191,480.      MT  (+/- 180 meters Scaled)
 DV0404
 DV0404                          SUPERSEDED SURVEY CONTROL
 DV0404
 DV0404  NGVD 29 (??/??/92)  390.238  (m)         1280.31   (f) ADJ UNCH    2 0
 DV0404
 DV0404.Superseded values are not recommended for survey control.
 DV0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0404.See file dsdata.txt to determine how the superseded data were derived.
 DV0404
 DV0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB925635(NAD 83)
 DV0404_MARKER: DB = BENCH MARK DISK
 DV0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0404_STAMPING: N 274 1948
 DV0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0404+STABILITY: SURFACE MOTION
 DV0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0404+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0404
 DV0404  HISTORY     - Date     Condition        Report By
 DV0404  HISTORY     - 1948     MONUMENTED       CGS
 DV0404  HISTORY     - 1980     GOOD             NGS
 DV0404  HISTORY     - 1980     GOOD             NGS
 DV0404  HISTORY     - 20071223 GOOD             GEOCAC
 DV0404
 DV0404                          STATION DESCRIPTION
 DV0404
 DV0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0404'13.0 MI S FROM KOMATKE.
 DV0404'13.0 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 71.0 FEET
 DV0404'NORTH OF A WASH, 69.2 FEET WEST OF THE CENTER LINE OF THE ROAD, 43.0
 DV0404'FEET NORTH OF A WASH, ABOUT LEVEL WITH THE ROAD, 3.2 FEET NORTHWEST OF
 DV0404'A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0404'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0404
 DV0404                          STATION RECOVERY (1980)
 DV0404
 DV0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0404'RECOVERED IN GOOD CONDITION.
 DV0404
 DV0404                          STATION RECOVERY (1980)
 DV0404
 DV0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0404'RECOVERED IN GOOD CONDITION.
 DV0404
 DV0404                          STATION RECOVERY (2007)
 DV0404
 DV0404'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1042 ***********************************************************************
 DU1042  DESIGNATION -  N 275
 DU1042  PID         -  DU1042
 DU1042  STATE/COUNTY-  AZ/PINAL
 DU1042  USGS QUAD   -  SACATON BUTTE (1967)
 DU1042
 DU1042                         *CURRENT SURVEY CONTROL
 DU1042  ___________________________________________________________________
 DU1042* NAD 83(1986)-  33 05 14.     (N)    111 55 38.     (W)     SCALED    
 DU1042* NAVD 88     -       365.08   (+/-2cm)    1197.8    (feet)  VERTCON   
 DU1042  ___________________________________________________________________
 DU1042  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DU1042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1042
 DU1042.The horizontal coordinates were scaled from a topographic map and have
 DU1042.an estimated accuracy of +/- 6 seconds.
 DU1042
 DU1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1042.The vertical order pertains to the NGVD 29 superseded value.
 DU1042
 DU1042.The geoid height was determined by GEOID03.
 DU1042
 DU1042;                    North         East    Units  Estimated Accuracy
 DU1042;SPC AZ C     -   231,420.      212,380.      MT  (+/- 180 meters Scaled)
 DU1042
 DU1042                          SUPERSEDED SURVEY CONTROL
 DU1042
 DU1042  NGVD 29 (??/??/92)  364.609  (m)         1196.22   (f) ADJ UNCH    2 0
 DU1042
 DU1042.Superseded values are not recommended for survey control.
 DU1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1042.See file dsdata.txt to determine how the superseded data were derived.
 DU1042
 DU1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB134613(NAD 83)
 DU1042_MARKER: DB = BENCH MARK DISK
 DU1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1042_SP_SET: CULVERT
 DU1042_STAMPING: N 275 1948
 DU1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1042+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2006
 DU1042
 DU1042  HISTORY     - Date     Condition        Report By
 DU1042  HISTORY     - 1948     MONUMENTED       CGS
 DU1042  HISTORY     - 1961     GOOD             NGS
 DU1042  HISTORY     - 20061208 GOOD             GEOCAC
 DU1042
 DU1042                          STATION DESCRIPTION
 DU1042
 DU1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1042'3.2 MI SW FROM CASA BLANCA.
 DU1042'2.0 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU1042'THENCE 1.2 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTHWEST
 DU1042'ALONG A TRACK ROAD, 24.5 FEET NORTH OF THE CENTER LINE OF A ROAD
 DU1042'LEADING EAST, 16.7 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN
 DU1042'THE TOP AND IN THE CENTER OF THE EAST CONCRETE HEADWALL OF A CULVERT
 DU1042'IN THE ROAD FOR A IRRIGATION DITCH.
 DU1042
 DU1042                          STATION RECOVERY (1961)
 DU1042
 DU1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DU1042'RECOVERED IN GOOD CONDITION.
 DU1042
 DU1042                          STATION RECOVERY (2006)
 DU1042
 DU1042'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1042'RECOVERED AS DESCRIBED, EXCEPT THAT THERE IS NO LONGER A ROAD CROSSING
 DU1042'HERE, AND THE HEADWALL SERVES NO REAL PURPOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0802 ***********************************************************************
 DU0802  DESIGNATION -  N 277
 DU0802  PID         -  DU0802
 DU0802  STATE/COUNTY-  AZ/MARICOPA
 DU0802  USGS QUAD   -  GUADALUPE (1982)
 DU0802
 DU0802                         *CURRENT SURVEY CONTROL
 DU0802  ___________________________________________________________________
 DU0802* NAD 83(1986)-  33 20 20.     (N)    111 56 57.     (W)     SCALED    
 DU0802* NAVD 88     -       365.10   (+/-2cm)    1197.8    (feet)  VERTCON   
 DU0802  ___________________________________________________________________
 DU0802  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0802
 DU0802.The horizontal coordinates were scaled from a topographic map and have
 DU0802.an estimated accuracy of +/- 6 seconds.
 DU0802
 DU0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0802.The vertical order pertains to the NGVD 29 superseded value.
 DU0802
 DU0802.The geoid height was determined by GEOID03.
 DU0802
 DU0802;                    North         East    Units  Estimated Accuracy
 DU0802;SPC AZ C     -   259,330.      210,340.      MT  (+/- 180 meters Scaled)
 DU0802
 DU0802                          SUPERSEDED SURVEY CONTROL
 DU0802
 DU0802  NGVD 29 (??/??/92)  364.519  (m)         1195.93   (f) ADJ UNCH    2 0
 DU0802
 DU0802.Superseded values are not recommended for survey control.
 DU0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0802.See file dsdata.txt to determine how the superseded data were derived.
 DU0802
 DU0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB116892(NAD 83)
 DU0802_MARKER: DB = BENCH MARK DISK
 DU0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0802_STAMPING: N 277 1948
 DU0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0802+STABILITY: SURFACE MOTION
 DU0802
 DU0802  HISTORY     - Date     Condition        Report By
 DU0802  HISTORY     - 1948     MONUMENTED       CGS
 DU0802  HISTORY     - 1960     GOOD             NGS
 DU0802
 DU0802                          STATION DESCRIPTION
 DU0802
 DU0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0802'6.3 MI S FROM TEMPE.
 DU0802'6.3 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0802'STATION AT TEMPE, 0.1 MILE SOUTH OF A BRIDGE IN THE RAILROAD, 22.4
 DU0802'FEET EAST OF THE CENTER LINE OF THE TRACK, 6.8 FEET WEST OF A TRACK
 DU0802'ROAD, 3.4 FEET NORTH OF A TELEPHONE POLE, 4.0 FEET BELOW THE LEVEL OF
 DU0802'THE TRACK, 3.1 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE
 DU0802'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 DU0802
 DU0802                          STATION RECOVERY (1960)
 DU0802
 DU0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1024 ***********************************************************************
 CZ1024  DESIGNATION -  N 278
 CZ1024  PID         -  CZ1024
 CZ1024  STATE/COUNTY-  AZ/PINAL
 CZ1024  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1024
 CZ1024                         *CURRENT SURVEY CONTROL
 CZ1024  ___________________________________________________________________
 CZ1024* NAD 83(1986)-  32 49 50.     (N)    111 40 56.     (W)     SCALED    
 CZ1024* NAVD 88     -       444.771  (meters)    1459.22   (feet)  ADJUSTED  
 CZ1024  ___________________________________________________________________
 CZ1024  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1024  DYNAMIC HT  -         444.223 (meters)    1457.42  (feet)  COMP
 CZ1024  MODELED GRAV-     979,393.2   (mgal)                       NAVD 88
 CZ1024  OBS GRAVITY -     979,392.2   (mgal)                       GRAV_OBS
 CZ1024
 CZ1024  VERT ORDER  -  FIRST     CLASS II
 CZ1024
 CZ1024.The horizontal coordinates were scaled from a topographic map and have
 CZ1024.an estimated accuracy of +/- 6 seconds.
 CZ1024
 CZ1024.The orthometric height was determined by differential leveling
 CZ1024.and adjusted in November 1993.
 CZ1024
 CZ1024.The geoid height was determined by GEOID03.
 CZ1024
 CZ1024.The dynamic height is computed by dividing the NAVD 88
 CZ1024.geopotential number by the normal gravity value computed on the
 CZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1024.degrees latitude (g = 980.6199 gals.).
 CZ1024
 CZ1024.The modeled gravity was interpolated from observed gravity values.
 CZ1024.The observed gravity was obtained from relative gravimeter ties
 CZ1024.to the IGSN71 gravity network.
 CZ1024
 CZ1024;                    North         East    Units  Estimated Accuracy
 CZ1024;SPC AZ C     -   202,990.      235,310.      MT  (+/- 180 meters Scaled)
 CZ1024
 CZ1024                          SUPERSEDED SURVEY CONTROL
 CZ1024
 CZ1024  NAVD 88 (06/15/91)  444.778  (m)         1459.24   (f) UNKNOWN     1 2
 CZ1024  NGVD 29 (??/??/92)  444.359  (m)         1457.87   (f) ADJ UNCH    1 2
 CZ1024
 CZ1024.Superseded values are not recommended for survey control.
 CZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1024.See file dsdata.txt to determine how the superseded data were derived.
 CZ1024
 CZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB361327(NAD 83)
 CZ1024_MARKER: DB = BENCH MARK DISK
 CZ1024_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1024_SP_SET: BRIDGE ABUTMENT
 CZ1024_STAMPING: N 278 1948
 CZ1024_MARK LOGO: CGS   
 CZ1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1024+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1024
 CZ1024  HISTORY     - Date     Condition        Report By
 CZ1024  HISTORY     - 1948     MONUMENTED       CGS
 CZ1024  HISTORY     - 1967     GOOD             NGS
 CZ1024  HISTORY     - 1980     GOOD             NGS
 CZ1024  HISTORY     - 1980     GOOD             NGS
 CZ1024  HISTORY     - 1984     GOOD             NGS
 CZ1024  HISTORY     - 19911205 GOOD             NGS
 CZ1024  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1024
 CZ1024                          STATION DESCRIPTION
 CZ1024
 CZ1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1024'5.3 MI SE FROM CASA GRANDE.
 CZ1024'ABOUT 5.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1024'STATION AT CASA GRANDE, IN S 12, T 7 S, R 6 E, 0.25 MILE SOUTHEAST OF
 CZ1024'THE INTERSTATE HIGHWAY 10 OVERPASS FOR THE RAILROAD, 3 POLES SOUTHEAST
 CZ1024'OF MILEPOST 924, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 CZ1024'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 CZ1024'OF RAILROAD BRIDGE NUMBER 924.10, 70 FEET WEST OF THE 3RD POLE
 CZ1024'SOUTHEAST OF THE MILEPOST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 CZ1024'TRACKS.
 CZ1024
 CZ1024                          STATION RECOVERY (1980)
 CZ1024
 CZ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1024'RECOVERED IN GOOD CONDITION.
 CZ1024
 CZ1024                          STATION RECOVERY (1980)
 CZ1024
 CZ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1024'RECOVERED IN GOOD CONDITION.
 CZ1024
 CZ1024                          STATION RECOVERY (1984)
 CZ1024
 CZ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1024'RECOVERED IN GOOD CONDITION.
 CZ1024
 CZ1024                          STATION RECOVERY (1991)
 CZ1024
 CZ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1024'9.0 KM (5.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1024'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1024'BOULEVARD) IN CASA GRANDE, IN TOP OF AND 1.8 M (5.9 FT) SOUTHWEST OF
 CZ1024'THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF SOUTHERN
 CZ1024'PACIFIC RAILROAD BRIDGE NUMBER 924.10, 39.0 M (128.0 FT) SOUTHWEST OF
 CZ1024'THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) NORTHEAST OF THE NEAR RAIL,
 CZ1024'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CZ1024
 CZ1024                          STATION RECOVERY (2006)
 CZ1024
 CZ1024'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0074 ***********************************************************************
 ET0074  DESIGNATION -  N 28
 ET0074  PID         -  ET0074
 ET0074  STATE/COUNTY-  AZ/YAVAPAI
 ET0074  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0074
 ET0074                         *CURRENT SURVEY CONTROL
 ET0074  ___________________________________________________________________
 ET0074* NAD 83(1986)-  34 40 42.     (N)    112 11 31.     (W)     SCALED    
 ET0074* NAVD 88     -      1778.779  (meters)    5835.88   (feet)  POSTED    
 ET0074  ___________________________________________________________________
 ET0074  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ET0074  DYNAMIC HT  -        1776.320 (meters)    5827.81  (feet)  COMP
 ET0074  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 ET0074
 ET0074  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 ET0074
 ET0074.The horizontal coordinates were scaled from a topographic map and have
 ET0074.an estimated accuracy of +/- 6 seconds.
 ET0074
 ET0074.The orthometric height was determined by differential leveling
 ET0074.and adjusted in November 2005.
 ET0074.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 ET0074.rate of 4.1 thru 8.0 mm/km.
 ET0074
 ET0074.The geoid height was determined by GEOID03.
 ET0074
 ET0074.The dynamic height is computed by dividing the NAVD 88
 ET0074.geopotential number by the normal gravity value computed on the
 ET0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0074.degrees latitude (g = 980.6199 gals.).
 ET0074
 ET0074.The modeled gravity was interpolated from observed gravity values.
 ET0074
 ET0074;                    North         East    Units  Estimated Accuracy
 ET0074;SPC AZ C     -   407,930.      188,140.      MT  (+/- 180 meters Scaled)
 ET0074
 ET0074                          SUPERSEDED SURVEY CONTROL
 ET0074
 ET0074  NGVD 29 (??/??/92) 1777.905  (m)         5833.01   (f) ADJ UNCH    1 2
 ET0074
 ET0074.Superseded values are not recommended for survey control.
 ET0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0074.See file dsdata.txt to determine how the superseded data were derived.
 ET0074
 ET0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD908380(NAD 83)
 ET0074_MARKER: DB = BENCH MARK DISK
 ET0074_SETTING: 80 = SET IN A BOULDER
 ET0074_SP_SET: BOULDER
 ET0074_STAMPING: 5833.110 N 28 1933
 ET0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0074+STABILITY: SURFACE MOTION
 ET0074
 ET0074  HISTORY     - Date     Condition        Report By
 ET0074  HISTORY     - 1933     MONUMENTED       CGS
 ET0074  HISTORY     - 1973     GOOD             USGS
 ET0074
 ET0074                          STATION DESCRIPTION
 ET0074
 ET0074'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0074'12.4 MI SW FROM JEROME.
 ET0074'ABOUT 12.7 MILES SOUTHWEST ALONG STATE HIGHWAY 89A FROM THE P.O. AT
 ET0074'JEROME.  YAVAPAI CO. ABOUT 1/8 MILES NORTH OF A RANCH HOUSE-ONCE KNOWN
 ET0074'AS THE CARTER RANCH.  0.2 MILES EAST OF THE CROSSING OF A STEEL TOWER
 ET0074'TRANSMISSION LINE.  90 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 ET0074'STANDARD USC AND GS TABLET STAMPED 5833.110 N 28 1933 CEMENTED IN A
 ET0074'BOULDER PROJECTING ONE FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0707 ***********************************************************************
 ET0707  DESIGNATION -  N 280
 ET0707  PID         -  ET0707
 ET0707  STATE/COUNTY-  AZ/LA PAZ
 ET0707  USGS QUAD   -  PLANET (1990)
 ET0707
 ET0707                         *CURRENT SURVEY CONTROL
 ET0707  ___________________________________________________________________
 ET0707* NAD 83(1986)-  34 07 41.     (N)    113 55 27.     (W)     SCALED    
 ET0707* NAVD 88     -       450.40   (+/-2cm)    1477.7    (feet)  VERTCON   
 ET0707  ___________________________________________________________________
 ET0707  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 ET0707  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0707
 ET0707.The horizontal coordinates were scaled from a topographic map and have
 ET0707.an estimated accuracy of +/- 6 seconds.
 ET0707
 ET0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0707.The vertical order pertains to the NGVD 29 superseded value.
 ET0707
 ET0707.The geoid height was determined by GEOID03.
 ET0707
 ET0707;                    North         East    Units  Estimated Accuracy
 ET0707;SPC AZ W     -   346,880.      197,300.      MT  (+/- 180 meters Scaled)
 ET0707
 ET0707                          SUPERSEDED SURVEY CONTROL
 ET0707
 ET0707  NGVD 29 (??/??/92)  449.744  (m)         1475.54   (f) ADJ UNCH    1 2
 ET0707
 ET0707.Superseded values are not recommended for survey control.
 ET0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0707.See file dsdata.txt to determine how the superseded data were derived.
 ET0707
 ET0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC303802(NAD 83)
 ET0707_MARKER: DB = BENCH MARK DISK
 ET0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0707_STAMPING: N 280 1948
 ET0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0707+STABILITY: SURFACE MOTION
 ET0707
 ET0707  HISTORY     - Date     Condition        Report By
 ET0707  HISTORY     - 1948     MONUMENTED       CGS
 ET0707  HISTORY     - 1967     GOOD             USGS
 ET0707
 ET0707                          STATION DESCRIPTION
 ET0707
 ET0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0707'17.9 MI N FROM BOUSE.
 ET0707'17.9 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0707'BOUSE, 52 FEET SOUTHEAST OF THE CENTER LINE OF A Y-INTERSECTION OF A
 ET0707'ROAD LEADING WEST, 46 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 ET0707'2.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 ET0707'ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 ET0707'PROJECTING 8 INCHES ABOVE GROUND.
 ET0707
 ET0707                          STATION RECOVERY (1967)
 ET0707
 ET0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ET0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1197 ***********************************************************************
 DV1197  DESIGNATION -  N 281
 DV1197  PID         -  DV1197
 DV1197  STATE/COUNTY-  AZ/LA PAZ
 DV1197  USGS QUAD   -  EAST OF UTTING (1990)
 DV1197
 DV1197                         *CURRENT SURVEY CONTROL
 DV1197  ___________________________________________________________________
 DV1197* NAD 83(1986)-  33 48 55.     (N)    113 51 15.     (W)     SCALED    
 DV1197* NAVD 88     -       360.87   (+/-2cm)    1184.0    (feet)  VERTCON   
 DV1197  ___________________________________________________________________
 DV1197  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1197  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1197
 DV1197.The horizontal coordinates were scaled from a topographic map and have
 DV1197.an estimated accuracy of +/- 6 seconds.
 DV1197
 DV1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1197.The vertical order pertains to the NGVD 29 superseded value.
 DV1197
 DV1197.The geoid height was determined by GEOID03.
 DV1197
 DV1197;                    North         East    Units  Estimated Accuracy
 DV1197;SPC AZ W     -   312,180.      203,720.      MT  (+/- 180 meters Scaled)
 DV1197
 DV1197                          SUPERSEDED SURVEY CONTROL
 DV1197
 DV1197  NGVD 29 (??/??/92)  360.211  (m)         1181.79   (f) ADJ UNCH    1 2
 DV1197
 DV1197.Superseded values are not recommended for survey control.
 DV1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1197.See file dsdata.txt to determine how the superseded data were derived.
 DV1197
 DV1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC358453(NAD 83)
 DV1197_MARKER: DB = BENCH MARK DISK
 DV1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1197_STAMPING: N 281 1948
 DV1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1197+STABILITY: SURFACE MOTION
 DV1197
 DV1197  HISTORY     - Date     Condition        Report By
 DV1197  HISTORY     - 1948     MONUMENTED       CGS
 DV1197
 DV1197                          STATION DESCRIPTION
 DV1197
 DV1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1197'7.7 MI NW FROM VICKSBURG.
 DV1197'7.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1197'FROM THE STATION SIGNBOARD AT VICKSBURG, 41 FEET SOUTHWEST OF THE
 DV1197'CENTER LINE OF THE TRACK, 3.3 FEET NORTHWEST OF MILEPOST 68, ABOUT 3
 DV1197'FEET BELOW THE SURFACE OF THE TRACK, AND 2.7 FEET SOUTHEAST OF A WHITE
 DV1197'WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DV1197'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0384 ***********************************************************************
 CZ0384  DESIGNATION -  N 283
 CZ0384  PID         -  CZ0384
 CZ0384  STATE/COUNTY-  AZ/PINAL
 CZ0384  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0384
 CZ0384                         *CURRENT SURVEY CONTROL
 CZ0384  ___________________________________________________________________
 CZ0384* NAD 83(1986)-  32 55 22.     (N)    111 27 47.     (W)     SCALED    
 CZ0384* NAVD 88     -       459.328  (meters)    1506.98   (feet)  ADJUSTED  
 CZ0384  ___________________________________________________________________
 CZ0384  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ0384  DYNAMIC HT  -         458.760 (meters)    1505.12  (feet)  COMP
 CZ0384  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 CZ0384
 CZ0384  VERT ORDER  -  FIRST     CLASS II
 CZ0384
 CZ0384.The horizontal coordinates were scaled from a topographic map and have
 CZ0384.an estimated accuracy of +/- 6 seconds.
 CZ0384
 CZ0384.The orthometric height was determined by differential leveling
 CZ0384.and adjusted in November 1993.
 CZ0384
 CZ0384.The geoid height was determined by GEOID03.
 CZ0384
 CZ0384.The dynamic height is computed by dividing the NAVD 88
 CZ0384.geopotential number by the normal gravity value computed on the
 CZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0384.degrees latitude (g = 980.6199 gals.).
 CZ0384
 CZ0384.The modeled gravity was interpolated from observed gravity values.
 CZ0384
 CZ0384;                    North         East    Units  Estimated Accuracy
 CZ0384;SPC AZ C     -   213,280.      255,780.      MT  (+/- 180 meters Scaled)
 CZ0384
 CZ0384                          SUPERSEDED SURVEY CONTROL
 CZ0384
 CZ0384  NGVD 29 (??/??/92)  458.869  (m)         1505.47   (f) ADJ UNCH    1 2
 CZ0384
 CZ0384.Superseded values are not recommended for survey control.
 CZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0384.See file dsdata.txt to determine how the superseded data were derived.
 CZ0384
 CZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB567428(NAD 83)
 CZ0384_MARKER: DB = BENCH MARK DISK
 CZ0384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0384_SP_SET: HEADWALL
 CZ0384_STAMPING: N 283 1948
 CZ0384_MARK LOGO: CGS   
 CZ0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0384+STABILITY: SURFACE MOTION
 CZ0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0384+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0384
 CZ0384  HISTORY     - Date     Condition        Report By
 CZ0384  HISTORY     - 1948     MONUMENTED       CGS
 CZ0384  HISTORY     - 1967     GOOD             NGS
 CZ0384  HISTORY     - 19920104 GOOD             NGS
 CZ0384  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0384
 CZ0384                          STATION DESCRIPTION
 CZ0384
 CZ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0384'11.85 MI SW FROM FLORENCE.
 CZ0384'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0384'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0384'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0384'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0384'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0384'ROAD, THENCE 2.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 CZ0384'WEST ALONG A GRAVELED ROAD, THENCE 1.5 MILES SOUTH ALONG A GRAVELED
 CZ0384'ROAD, IN SECTION 12, T 6 S, R 8 E, 55 FEET SOUTHWEST OF THE CENTER OF
 CZ0384'A ROAD INTERSECTION, 15 FEET WEST OF THE CENTER LINE OF THE
 CZ0384'NORTH-SOUTH ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 CZ0384'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL
 CZ0384'OF A CULVERT UNDER THE NORTH-SOUTH ROAD, AND ABOUT 1 1/2 FEET ABOVE
 CZ0384'THE LEVEL OF THE ROADS.
 CZ0384
 CZ0384                          STATION RECOVERY (1992)
 CZ0384
 CZ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0384'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0384'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0384'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0384'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0384'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0384'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0384'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ0384'BARTLETT ROAD, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ0384'IN TOP OF AND 0.4 M (1.3 FT) NORTH OF THE SOUTH END OF THE WEST
 CZ0384'CONCRETE HEADWALL OF A CULVERT, 14.0 M (45.9 FT) SOUTH OF THE CENTER
 CZ0384'OF RANDOLPH ROAD, 4.4 M (14.4 FT) WEST OF THE CENTER OF THE ROAD, AND
 CZ0384'0.5 M (1.6 FT) ABOVE THE LEVEL OF WHEELER ROAD.
 CZ0384
 CZ0384                          STATION RECOVERY (2007)
 CZ0384
 CZ0384'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0538 ***********************************************************************
 DV0538  DESIGNATION -  N 284
 DV0538  PID         -  DV0538
 DV0538  STATE/COUNTY-  AZ/MARICOPA
 DV0538  USGS QUAD   -  PHOENIX (1982)
 DV0538
 DV0538                         *CURRENT SURVEY CONTROL
 DV0538  ___________________________________________________________________
 DV0538* NAD 83(1986)-  33 28 24.     (N)    112 06 34.     (W)     SCALED    
 DV0538* NAVD 88     -       334.06   (+/-2cm)    1096.0    (feet)  VERTCON   
 DV0538  ___________________________________________________________________
 DV0538  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0538
 DV0538.The horizontal coordinates were scaled from a topographic map and have
 DV0538.an estimated accuracy of +/- 6 seconds.
 DV0538
 DV0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0538.The vertical order pertains to the NGVD 29 superseded value.
 DV0538
 DV0538.The geoid height was determined by GEOID03.
 DV0538
 DV0538;                    North         East    Units  Estimated Accuracy
 DV0538;SPC AZ C     -   274,260.      195,440.      MT  (+/- 180 meters Scaled)
 DV0538
 DV0538                          SUPERSEDED SURVEY CONTROL
 DV0538
 DV0538  NGVD 29 (??/??/92)  333.435  (m)         1093.94   (f) ADJ UNCH    2 0
 DV0538
 DV0538.Superseded values are not recommended for survey control.
 DV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0538.See file dsdata.txt to determine how the superseded data were derived.
 DV0538
 DV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969043(NAD 83)
 DV0538_MARKER: DB = BENCH MARK DISK
 DV0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0538_STAMPING: N 284 1949
 DV0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0538+STABILITY: SURFACE MOTION
 DV0538
 DV0538  HISTORY     - Date     Condition        Report By
 DV0538  HISTORY     - 1949     MONUMENTED       CGS
 DV0538  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0538
 DV0538                          STATION DESCRIPTION
 DV0538
 DV0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV0538'3.4 MI NW FROM PHOENIX.
 DV0538'3.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0538'FROM THE UNION STATION AT PHOENIX, ABOUT 77 YARDS NORTHWEST OF CULVERT
 DV0538'C 191, AT A ROAD CROSSING, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 DV0538'THE MAIN TRACK, 14 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 DV0538'WEST, 12 FEET WEST OF A CORNER FENCE POST, 1.7 FEET SOUTH OF A FENCE,
 DV0538'ABOUT 1 FOOT BELOW THE SURFACE OF THE TRACK, AND 2.7 FEET EAST OF A
 DV0538'WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 DV0538'PROJECTING 6 INCHES ABOVE GROUND.
 DV0538
 DV0538                          STATION RECOVERY (2007)
 DV0538
 DV0538'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0607 ***********************************************************************
 DA0607  DESIGNATION -  N 285
 DA0607  PID         -  DA0607
 DA0607  STATE/COUNTY-  AZ/MARICOPA
 DA0607  USGS QUAD   -  GILA BEND (1973)
 DA0607
 DA0607                         *CURRENT SURVEY CONTROL
 DA0607  ___________________________________________________________________
 DA0607* NAD 83(1986)-  32 57 04.     (N)    112 41 15.     (W)     SCALED    
 DA0607* NAVD 88     -       233.481  (meters)     766.01   (feet)  ADJUSTED  
 DA0607  ___________________________________________________________________
 DA0607  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0607  DYNAMIC HT  -         233.204 (meters)     765.10  (feet)  COMP
 DA0607  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 DA0607
 DA0607  VERT ORDER  -  FIRST     CLASS II
 DA0607
 DA0607.The horizontal coordinates were scaled from a topographic map and have
 DA0607.an estimated accuracy of +/- 6 seconds.
 DA0607
 DA0607.The orthometric height was determined by differential leveling
 DA0607.and adjusted in June 1991.
 DA0607
 DA0607.The geoid height was determined by GEOID03.
 DA0607
 DA0607.The dynamic height is computed by dividing the NAVD 88
 DA0607.geopotential number by the normal gravity value computed on the
 DA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0607.degrees latitude (g = 980.6199 gals.).
 DA0607
 DA0607.The modeled gravity was interpolated from observed gravity values.
 DA0607
 DA0607;                    North         East    Units  Estimated Accuracy
 DA0607;SPC AZ C     -   216,590.      141,290.      MT  (+/- 180 meters Scaled)
 DA0607
 DA0607                          SUPERSEDED SURVEY CONTROL
 DA0607
 DA0607  NGVD 29 (??/??/92)  232.872  (m)          764.01   (f) ADJ UNCH    1 2
 DA0607
 DA0607.Superseded values are not recommended for survey control.
 DA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0607.See file dsdata.txt to determine how the superseded data were derived.
 DA0607
 DA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB422471(NAD 83)
 DA0607_MARKER: DB = BENCH MARK DISK
 DA0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0607_STAMPING: N 285 1949
 DA0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0607+STABILITY: SURFACE MOTION
 DA0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0607+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0607
 DA0607  HISTORY     - Date     Condition        Report By
 DA0607  HISTORY     - 1949     MONUMENTED       CGS
 DA0607  HISTORY     - 1967     GOOD             NGS
 DA0607  HISTORY     - 1980     GOOD             NGS
 DA0607  HISTORY     - 1980     GOOD             NGS
 DA0607  HISTORY     - 19941202 GOOD             USPSQD
 DA0607  HISTORY     - 20060219 GOOD             USPSQD
 DA0607  HISTORY     - 20070603 GOOD             GEOCAC
 DA0607
 DA0607                          STATION DESCRIPTION
 DA0607
 DA0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0607'1.7 MI E FROM GILA BEND.
 DA0607'1.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0607'GILA BEND, IN S 32, T 5 S, R 4 W, 4 1/2 RAILS EAST OF RAILROAD BRIDGE
 DA0607'857.41, 39 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 91 FEET
 DA0607'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 9 FEET WEST OF A
 DA0607'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.6 FEET EAST OF A METAL
 DA0607'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 DA0607'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DA0607
 DA0607                          STATION RECOVERY (1980)
 DA0607
 DA0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0607'RECOVERED IN GOOD CONDITION.
 DA0607
 DA0607                          STATION RECOVERY (1980)
 DA0607
 DA0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0607'RECOVERED IN GOOD CONDITION.
 DA0607
 DA0607                          STATION RECOVERY (1994)
 DA0607
 DA0607'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0607'RECOVERED IN GOOD CONDITION.
 DA0607
 DA0607                          STATION RECOVERY (2006)
 DA0607
 DA0607'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0607'RECOVERED AS DESCRIBED. NO WITNESS POST.
 DA0607
 DA0607                          STATION RECOVERY (2007)
 DA0607
 DA0607'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0746 ***********************************************************************
 ET0746  DESIGNATION -  N 286
 ET0746  PID         -  ET0746
 ET0746  STATE/COUNTY-  AZ/MOHAVE
 ET0746  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0746
 ET0746                         *CURRENT SURVEY CONTROL
 ET0746  ___________________________________________________________________
 ET0746* NAD 83(1986)-  34 32 19.     (N)    113 34 46.     (W)     SCALED    
 ET0746* NAVD 88     -       469.787  (meters)    1541.29   (feet)  POSTED    
 ET0746  ___________________________________________________________________
 ET0746  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 ET0746  DYNAMIC HT  -         469.250 (meters)    1539.53  (feet)  COMP
 ET0746  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 ET0746
 ET0746  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0746
 ET0746.The horizontal coordinates were scaled from a topographic map and have
 ET0746.an estimated accuracy of +/- 6 seconds.
 ET0746
 ET0746.The orthometric height was determined by differential leveling
 ET0746.and adjusted in November 2005.
 ET0746
 ET0746.The geoid height was determined by GEOID03.
 ET0746
 ET0746.The dynamic height is computed by dividing the NAVD 88
 ET0746.geopotential number by the normal gravity value computed on the
 ET0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0746.degrees latitude (g = 980.6199 gals.).
 ET0746
 ET0746.The modeled gravity was interpolated from observed gravity values.
 ET0746
 ET0746;                    North         East    Units  Estimated Accuracy
 ET0746;SPC AZ W     -   392,420.      229,020.      MT  (+/- 180 meters Scaled)
 ET0746
 ET0746                          SUPERSEDED SURVEY CONTROL
 ET0746
 ET0746  NGVD 29 (??/??/92)  469.092  (m)         1539.01   (f) ADJ UNCH    1 2
 ET0746
 ET0746.Superseded values are not recommended for survey control.
 ET0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0746.See file dsdata.txt to determine how the superseded data were derived.
 ET0746
 ET0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD632249(NAD 83)
 ET0746_MARKER: DB = BENCH MARK DISK
 ET0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0746_STAMPING: N 286 1950
 ET0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0746+STABILITY: SURFACE MOTION
 ET0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0746+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0746
 ET0746  HISTORY     - Date     Condition        Report By
 ET0746  HISTORY     - 1950     MONUMENTED       CGS
 ET0746  HISTORY     - 20010122 GOOD             AZ-015
 ET0746
 ET0746                          STATION DESCRIPTION
 ET0746
 ET0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0746'6.2 MI NE FROM SIGNAL.
 ET0746'6.2 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0746'INTERSECTION AT SIGNAL, 0.5 MILE NORTH OF A POINT WHERE THE ROAD FORDS
 ET0746'THE BIG SANDY RIVER, AT THE APPROXIMATE CENTER OF A TRIANGLE FORMED BY
 ET0746'THE JUNCTION OF A DIRT ROAD LEADING EAST TO AN OLD ABANDONED SCHOOL
 ET0746'HOUSE, ABOUT 65 YARDS WEST OF THE WEST ENTRANCE  TO THE SCHOOL HOUSE,
 ET0746'37 1/2 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 25 FEET SOUTHWEST OF
 ET0746'THE CENTER LINE OF THE NORTHEAST LEG OF THE TRIANGLE, 13 FEET NORTH OF
 ET0746'THE CENTER LINE OF THE SOUTH LET OF THE TRIANGLE, 2.5 FEET SOUTH OF A
 ET0746'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ET0746'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ET0746
 ET0746                          STATION RECOVERY (2001)
 ET0746
 ET0746'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0616 ***********************************************************************
 ET0616  DESIGNATION -  N 287
 ET0616  PID         -  ET0616
 ET0616  STATE/COUNTY-  AZ/MOHAVE
 ET0616  USGS QUAD   -  ELEPHANT MTN (1980)
 ET0616
 ET0616                         *CURRENT SURVEY CONTROL
 ET0616  ___________________________________________________________________
 ET0616* NAD 83(1986)-  34 37 33.     (N)    113 26 17.     (W)     SCALED    
 ET0616* NAVD 88     -      1010.452  (meters)    3315.12   (feet)  POSTED    
 ET0616  ___________________________________________________________________
 ET0616  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 ET0616  DYNAMIC HT  -        1009.190 (meters)    3310.98  (feet)  COMP
 ET0616  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 ET0616
 ET0616  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0616
 ET0616.The horizontal coordinates were scaled from a topographic map and have
 ET0616.an estimated accuracy of +/- 6 seconds.
 ET0616
 ET0616.The orthometric height was determined by differential leveling
 ET0616.and adjusted in November 2005.
 ET0616.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0616.rate of 2.1 thru 3.0 mm/km.
 ET0616
 ET0616.The geoid height was determined by GEOID03.
 ET0616
 ET0616.The dynamic height is computed by dividing the NAVD 88
 ET0616.geopotential number by the normal gravity value computed on the
 ET0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0616.degrees latitude (g = 980.6199 gals.).
 ET0616
 ET0616.The modeled gravity was interpolated from observed gravity values.
 ET0616
 ET0616;                    North         East    Units  Estimated Accuracy
 ET0616;SPC AZ W     -   402,130.      241,960.      MT  (+/- 180 meters Scaled)
 ET0616
 ET0616                          SUPERSEDED SURVEY CONTROL
 ET0616
 ET0616  NGVD 29 (??/??/92) 1009.686  (m)         3312.61   (f) ADJ UNCH    1 2
 ET0616
 ET0616.Superseded values are not recommended for survey control.
 ET0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0616.See file dsdata.txt to determine how the superseded data were derived.
 ET0616
 ET0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD764342(NAD 83)
 ET0616_MARKER: DB = BENCH MARK DISK
 ET0616_SETTING: 80 = SET IN A BOULDER
 ET0616_SP_SET: BOULDER
 ET0616_STAMPING: N 287 1950
 ET0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0616+STABILITY: SURFACE MOTION
 ET0616
 ET0616  HISTORY     - Date     Condition        Report By
 ET0616  HISTORY     - 1950     MONUMENTED       CGS
 ET0616  HISTORY     - 1975     GOOD             USGS
 ET0616
 ET0616                          STATION DESCRIPTION
 ET0616
 ET0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0616'15.7 MI SE FROM WIKIEUP.
 ET0616'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0616'WIKIEUP, THENCE 8.3 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT THE
 ET0616'SUMMIT OF A GRADE, 132 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 ET0616'IN THE TOP OF THE SOUTHEAST ONE OF A GROUP OF BOULDERS, ABOUT 5 FEET
 ET0616'LOWER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0616
 ET0616                          STATION RECOVERY (1975)
 ET0616
 ET0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0616'WIKIEUP POST OFFICE, 8.0 MI S. OF, ALONG STATE HWY. 93, THENCE 5.1 MI
 ET0616'TO Y-RD., THENCE 0.85 MI LEFT TO SUMMIT OF GRADE. 132 FT NW. OF
 ET0616'CENTERLINE OF RD. ON TOP OF SOUTHEAST ONE OF GROUP OF BOULDERS ABOUT
 ET0616'5 FT LOWER THAN RD. NGS TABLET STAMPED N 287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0413 ***********************************************************************
 GR0413  DESIGNATION -  N 289
 GR0413  PID         -  GR0413
 GR0413  STATE/COUNTY-  AZ/MOHAVE
 GR0413  USGS QUAD   -  BONELLI BAY (1983)
 GR0413
 GR0413                         *CURRENT SURVEY CONTROL
 GR0413  ___________________________________________________________________
 GR0413* NAD 83(1986)-  36 03 11.     (N)    114 27 40.     (W)     SCALED    
 GR0413* NAVD 88     -       365.073  (meters)    1197.74   (feet)  POSTED    
 GR0413  ___________________________________________________________________
 GR0413  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR0413  DYNAMIC HT  -         364.710 (meters)    1196.55  (feet)  COMP
 GR0413  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 GR0413
 GR0413  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0413
 GR0413.The horizontal coordinates were scaled from a topographic map and have
 GR0413.an estimated accuracy of +/- 6 seconds.
 GR0413
 GR0413.The orthometric height was determined by differential leveling
 GR0413.and adjusted by the  in 1992.
 GR0413.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0413.was located on a no-check spur therefore a value was not computed.
 GR0413.No vertical observational check was made to the station.
 GR0413
 GR0413.The geoid height was determined by GEOID03.
 GR0413
 GR0413.The dynamic height is computed by dividing the NAVD 88
 GR0413.geopotential number by the normal gravity value computed on the
 GR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0413.degrees latitude (g = 980.6199 gals.).
 GR0413
 GR0413.The modeled gravity was interpolated from observed gravity values.
 GR0413
 GR0413;                    North         East    Units  Estimated Accuracy
 GR0413;SPC AZ W     -   560,650.      149,290.      MT  (+/- 180 meters Scaled)
 GR0413
 GR0413                          SUPERSEDED SURVEY CONTROL
 GR0413
 GR0413  NGVD 29 (??/??/92)  364.359  (m)         1195.40   (f) ADJ UNCH    1 2
 GR0413
 GR0413.Superseded values are not recommended for survey control.
 GR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0413.See file dsdata.txt to determine how the superseded data were derived.
 GR0413
 GR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV286928(NAD 83)
 GR0413_MARKER: DB = BENCH MARK DISK
 GR0413_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0413_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0413_STAMPING: N 289 1950
 GR0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0413
 GR0413  HISTORY     - Date     Condition        Report By
 GR0413  HISTORY     - 1950     MONUMENTED       CGS
 GR0413  HISTORY     - 1963     GOOD             NGS
 GR0413
 GR0413                          STATION DESCRIPTION
 GR0413
 GR0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0413'IN MOUTH OF DETRITAL WASH.
 GR0413'AT THE MOUTH OF DETRITAL WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE
 GR0413'EAST EDGE OF THE WASH, ON THE TOP OF THE NORTHWEST END OF A RIDGE
 GR0413'BETWEEN TWO DEEP RAVINES, 123.6 FEET NORTHWEST OF B.M. P 289, 3.4 FEET
 GR0413'EAST OF A WITNESS POST, ABOUT 30 FEET HIGHER THAN THE BED OF THE WASH,
 GR0413'AND WELDED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT
 GR0413'ABOVE THE GROUND.
 GR0413
 GR0413                          STATION RECOVERY (1963)
 GR0413
 GR0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0325 ***********************************************************************
 ES0325  DESIGNATION -  N 29
 ES0325  PID         -  ES0325
 ES0325  STATE/COUNTY-  AZ/GILA
 ES0325  USGS QUAD   -  STRAWBERRY (1967)
 ES0325
 ES0325                         *CURRENT SURVEY CONTROL
 ES0325  ___________________________________________________________________
 ES0325* NAD 83(1986)-  34 24 20.     (N)    111 30 40.     (W)     SCALED    
 ES0325* NAVD 88     -      1772.563  (meters)    5815.48   (feet)  ADJUSTED  
 ES0325  ___________________________________________________________________
 ES0325  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 ES0325  DYNAMIC HT  -        1770.076 (meters)    5807.32  (feet)  COMP
 ES0325  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 ES0325
 ES0325  VERT ORDER  -  FIRST     CLASS II
 ES0325
 ES0325.The horizontal coordinates were scaled from a topographic map and have
 ES0325.an estimated accuracy of +/- 6 seconds.
 ES0325
 ES0325.The orthometric height was determined by differential leveling
 ES0325.and adjusted in June 1991.
 ES0325
 ES0325.The geoid height was determined by GEOID03.
 ES0325
 ES0325.The dynamic height is computed by dividing the NAVD 88
 ES0325.geopotential number by the normal gravity value computed on the
 ES0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0325.degrees latitude (g = 980.6199 gals.).
 ES0325
 ES0325.The modeled gravity was interpolated from observed gravity values.
 ES0325
 ES0325;                    North         East    Units  Estimated Accuracy
 ES0325;SPC AZ E     -   378,460.       89,760.      MT  (+/- 180 meters Scaled)
 ES0325
 ES0325                          SUPERSEDED SURVEY CONTROL
 ES0325
 ES0325  NGVD 29 (??/??/92) 1771.739  (m)         5812.78   (f) ADJ UNCH    1 2
 ES0325
 ES0325.Superseded values are not recommended for survey control.
 ES0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0325.See file dsdata.txt to determine how the superseded data were derived.
 ES0325
 ES0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD530072(NAD 83)
 ES0325_MARKER: DB = BENCH MARK DISK
 ES0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0325_MARK LOGO: CGS   
 ES0325_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0325+STABILITY: SURFACE MOTION
 ES0325
 ES0325  HISTORY     - Date     Condition        Report By
 ES0325  HISTORY     - UNK      MONUMENTED       CGS
 ES0325  HISTORY     - 1933     GOOD             NGS
 ES0325  HISTORY     - 1982     GOOD             NGS
 ES0325
 ES0325                          STATION DESCRIPTION
 ES0325
 ES0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0325'4.2 MI NE FROM PINE.
 ES0325'CONCRETE POST, AT SIDE OF HIGHWAY, 1.9 MILES
 ES0325'WEST OF Y-JUNCTION OF HIGHWAY TO FLAGSTAFF, 300 FEET NORTHWEST OF TOM
 ES0325'MOORE RANCH HOUSE, 55 FEET NORTH OF HIGHWAY CENTER-LINE.
 ES0325
 ES0325                          STATION RECOVERY (1982)
 ES0325
 ES0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0325'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0325'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0325'IN PINE, THENCE 1.8 KM (1.1 MI) WEST ALONG FOSSIL CREEK ROAD, AT THE
 ES0325'EAST EDGE OF A SHORT PAVED DRIVEWAY LEADING NORTH TO A WHITE TWO STORY
 ES0325'FRAME HOUSE, 15.8 METERS (52 FT) NORTH OF THE ROAD CENTERLINE, 10.4
 ES0325'METERS (34 FT) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 10.4 METERS
 ES0325'(34 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A 4 FOOT HIGH ROCK
 ES0325'WALL, 2.5 METERS (8 FT) EAST OF THE CENTER OF A DRIVEWAY.
 ES0325'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0632 ***********************************************************************
 ET0632  DESIGNATION -  N 290
 ET0632  PID         -  ET0632
 ET0632  STATE/COUNTY-  AZ/YAVAPAI
 ET0632  USGS QUAD   -  MALPAIS MESA NE (1967)
 ET0632
 ET0632                         *CURRENT SURVEY CONTROL
 ET0632  ___________________________________________________________________
 ET0632* NAD 83(1986)-  34 29 26.     (N)    113 03 52.     (W)     SCALED    
 ET0632* NAVD 88     -       711.843  (meters)    2335.44   (feet)  POSTED    
 ET0632  ___________________________________________________________________
 ET0632  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 ET0632  DYNAMIC HT  -         710.990 (meters)    2332.64  (feet)  COMP
 ET0632  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 ET0632
 ET0632  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0632
 ET0632.The horizontal coordinates were scaled from a topographic map and have
 ET0632.an estimated accuracy of +/- 6 seconds.
 ET0632
 ET0632.The orthometric height was determined by differential leveling
 ET0632.and adjusted in November 2005.
 ET0632.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0632.rate of 0.0 thru 1.0 mm/km.
 ET0632
 ET0632.The geoid height was determined by GEOID03.
 ET0632
 ET0632.The dynamic height is computed by dividing the NAVD 88
 ET0632.geopotential number by the normal gravity value computed on the
 ET0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0632.degrees latitude (g = 980.6199 gals.).
 ET0632
 ET0632.The modeled gravity was interpolated from observed gravity values.
 ET0632
 ET0632;                    North         East    Units  Estimated Accuracy
 ET0632;SPC AZ C     -   387,660.      107,940.      MT  (+/- 180 meters Scaled)
 ET0632
 ET0632                          SUPERSEDED SURVEY CONTROL
 ET0632
 ET0632  NGVD 29 (??/??/92)  711.136  (m)         2333.12   (f) ADJ UNCH    1 2
 ET0632
 ET0632.Superseded values are not recommended for survey control.
 ET0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0632.See file dsdata.txt to determine how the superseded data were derived.
 ET0632
 ET0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD104184(NAD 83)
 ET0632_MARKER: DB = BENCH MARK DISK
 ET0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0632_SP_SET: CATTLE GUARD
 ET0632_STAMPING: N 290 1950
 ET0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0632
 ET0632  HISTORY     - Date     Condition        Report By
 ET0632  HISTORY     - 1950     MONUMENTED       CGS
 ET0632  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0632
 ET0632                          STATION DESCRIPTION
 ET0632
 ET0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0632'12.7 MI NW FROM HILLSIDE.
 ET0632'12.7 MILES NORTHWEST ALONG A COUNTY GRADED HIGHWAY FROM THE ATCHISON,
 ET0632'TOPEKA AND SANTA FE RAILWAY STATION AT HILLSIDE, 0.85 MILE NORTHWEST
 ET0632'OF THE BRIDGE OVER SANTA MARIA RIVER, AT A CATTLE GUARD, IN THE TOP OF
 ET0632'THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 12 FEET EAST OF
 ET0632'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 ET0632'HIGHWAY.
 ET0632
 ET0632                          STATION RECOVERY (2008)
 ET0632
 ET0632'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0632'THERE IS NO LONGER A CATTLE GUARD AT THE DESCRIBED LOCATION. ASSUMED
 ET0632'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0689 ***********************************************************************
 CZ0689  DESIGNATION -  N 292
 CZ0689  PID         -  CZ0689
 CZ0689  STATE/COUNTY-  AZ/PIMA
 CZ0689  USGS QUAD   -  MARANA (1992)
 CZ0689
 CZ0689                         *CURRENT SURVEY CONTROL
 CZ0689  ___________________________________________________________________
 CZ0689* NAD 83(1986)-  32 24 13.     (N)    111 14 17.     (W)     SCALED    
 CZ0689* NAVD 88     -       610.28   (+/-2cm)    2002.2    (feet)  VERTCON   
 CZ0689  ___________________________________________________________________
 CZ0689  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0689
 CZ0689.The horizontal coordinates were scaled from a topographic map and have
 CZ0689.an estimated accuracy of +/- 6 seconds.
 CZ0689
 CZ0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0689.The vertical order pertains to the NGVD 29 superseded value.
 CZ0689
 CZ0689.The geoid height was determined by GEOID03.
 CZ0689
 CZ0689;                    North         East    Units  Estimated Accuracy
 CZ0689;SPC AZ C     -   155,820.      277,200.      MT  (+/- 180 meters Scaled)
 CZ0689
 CZ0689                          SUPERSEDED SURVEY CONTROL
 CZ0689
 CZ0689  NGVD 29 (??/??/92)  609.683  (m)         2000.27   (f) ADJ UNCH    2 0
 CZ0689
 CZ0689.Superseded values are not recommended for survey control.
 CZ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0689.See file dsdata.txt to determine how the superseded data were derived.
 CZ0689
 CZ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA776851(NAD 83)
 CZ0689_MARKER: DB = BENCH MARK DISK
 CZ0689_SETTING: 0 = UNSPECIFIED SETTING
 CZ0689_STAMPING: N 292 1951
 CZ0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0689
 CZ0689  HISTORY     - Date     Condition        Report By
 CZ0689  HISTORY     - 1951     MONUMENTED       CGS
 CZ0689  HISTORY     - 1967     GOOD             USGS
 CZ0689  HISTORY     - 19960204 MARK NOT FOUND   USPSQD
 CZ0689
 CZ0689                          STATION DESCRIPTION
 CZ0689
 CZ0689'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0689'6.6 MI W FROM RILLITO.
 CZ0689'6.6 MILES WEST OF RILLITO FROM THE POSTOFFICE AT RILLITO GO SOUTH ON
 CZ0689'U.S. INTERSTATE 10 FOR 1.5 MILES TO AVRA VALLEY ROAD.  TURN RIGHT
 CZ0689'(WEST) AND GO 6.2 MILES TO A POINT 0.2 MILE WEST OF JUNCTION OF AVRA
 CZ0689'VALLEY AND SANDERS ROADS.  GO ABOUT 500 FEET NORTH ACROSS COUNTRY TO A
 CZ0689'POINT WHERE A DOUBLE WOODEN POLE POWERLINE CROSSES AN ABANDONED ROAD.
 CZ0689'THE BM IS ABOUT 40 FEET NORTHWEST-WEST OF THE CROSSING AND 3.4 FEET
 CZ0689'EAST OF THE NORTH 1 OF 2 POWER POLES.
 CZ0689
 CZ0689                          STATION RECOVERY (1996)
 CZ0689
 CZ0689'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0639 ***********************************************************************
 CZ0639  DESIGNATION -  N 294
 CZ0639  PID         -  CZ0639
 CZ0639  STATE/COUNTY-  AZ/PIMA
 CZ0639  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0639
 CZ0639                         *CURRENT SURVEY CONTROL
 CZ0639  ___________________________________________________________________
 CZ0639* NAD 83(1986)-  32 22 44.     (N)    111 19 15.     (W)     SCALED    
 CZ0639* NAVD 88     -       611.61   (+/-2cm)    2006.6    (feet)  VERTCON   
 CZ0639  ___________________________________________________________________
 CZ0639  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0639
 CZ0639.The horizontal coordinates were scaled from a topographic map and have
 CZ0639.an estimated accuracy of +/- 6 seconds.
 CZ0639
 CZ0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0639.The vertical order pertains to the NGVD 29 superseded value.
 CZ0639
 CZ0639.The geoid height was determined by GEOID03.
 CZ0639
 CZ0639;                    North         East    Units  Estimated Accuracy
 CZ0639;SPC AZ C     -   153,030.      269,420.      MT  (+/- 180 meters Scaled)
 CZ0639
 CZ0639                          SUPERSEDED SURVEY CONTROL
 CZ0639
 CZ0639  NGVD 29 (??/??/92)  611.043  (m)         2004.73   (f) ADJ UNCH    2 0
 CZ0639
 CZ0639.Superseded values are not recommended for survey control.
 CZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0639.See file dsdata.txt to determine how the superseded data were derived.
 CZ0639
 CZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA698824(NAD 83)
 CZ0639_MARKER: DB = BENCH MARK DISK
 CZ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0639_STAMPING: N 294 1951
 CZ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0639+STABILITY: SURFACE MOTION
 CZ0639
 CZ0639  HISTORY     - Date     Condition        Report By
 CZ0639  HISTORY     - 1951     MONUMENTED       CGS
 CZ0639  HISTORY     - 1962     GOOD             NGS
 CZ0639  HISTORY     - 1985     MARK NOT FOUND   USGS
 CZ0639
 CZ0639                          STATION DESCRIPTION
 CZ0639
 CZ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0639'15.9 MI W FROM CORTARO.
 CZ0639'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0639'CORTARO, THENCE 12.2 MILES WEST ALONG THE AVRA VALLEY ROAD, 68 FEET
 CZ0639'WEST-NORTHWEST OF THE WEST END OF A HEADWALL OF A CATTLEGUARD, 53.6
 CZ0639'FEET NORTH-NORTHEAST OF THE CENTER OF A MAN-HOLE, 43.6 FEET NORTH OF
 CZ0639'THE CENTER OF AN OILED ROAD, 2.3 FEET SOUTH OF A WHITE WITNESS POST,
 CZ0639'0.9 FOOT NORTH OF A METAL WITNESS POST, A BRONZE DISK SET IN THE TOP
 CZ0639'OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.
 CZ0639
 CZ0639                          STATION RECOVERY (1985)
 CZ0639
 CZ0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 CZ0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0638 ***********************************************************************
 CZ0638  DESIGNATION -  N 294 RESET
 CZ0638  PID         -  CZ0638
 CZ0638  STATE/COUNTY-  AZ/PIMA
 CZ0638  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0638
 CZ0638                         *CURRENT SURVEY CONTROL
 CZ0638  ___________________________________________________________________
 CZ0638* NAD 83(1986)-  32 22 44.     (N)    111 19 15.     (W)     SCALED    
 CZ0638* NAVD 88     -       611.37   (+/-2cm)    2005.8    (feet)  VERTCON   
 CZ0638  ___________________________________________________________________
 CZ0638  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0638  VERT ORDER  -  THIRD (See Below)
 CZ0638
 CZ0638.The horizontal coordinates were scaled from a topographic map and have
 CZ0638.an estimated accuracy of +/- 6 seconds.
 CZ0638
 CZ0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0638.The vertical order pertains to the NGVD 29 superseded value.
 CZ0638
 CZ0638.The geoid height was determined by GEOID03.
 CZ0638
 CZ0638;                    North         East    Units  Estimated Accuracy
 CZ0638;SPC AZ C     -   153,030.      269,420.      MT  (+/- 180 meters Scaled)
 CZ0638
 CZ0638                          SUPERSEDED SURVEY CONTROL
 CZ0638
 CZ0638  NGVD 29 (03/28/06)  610.80   (m)         2003.9    (f) RESET       3  
 CZ0638
 CZ0638.Superseded values are not recommended for survey control.
 CZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0638.See file dsdata.txt to determine how the superseded data were derived.
 CZ0638
 CZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA698824(NAD 83)
 CZ0638_MARKER: DD = SURVEY DISK
 CZ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0638_STAMPING: N 294 1951
 CZ0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0638+STABILITY: SURFACE MOTION
 CZ0638
 CZ0638  HISTORY     - Date     Condition        Report By
 CZ0638  HISTORY     - 1970     MONUMENTED       LOCENG
 CZ0638  HISTORY     - 1970     GOOD             LOCENG
 CZ0638  HISTORY     - 1972     GOOD             LOCENG
 CZ0638
 CZ0638                          STATION DESCRIPTION
 CZ0638
 CZ0638'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 CZ0638'10.5 MI WSW FROM RILLITO.
 CZ0638'12.3 MILES WEST ALONG AVRA VALLEY ROAD (COUNTY ROAD 760) FROM THE
 CZ0638'INTERSECTION OF INTERSTATE HIGHWAY 10 AT RILLITO, IN THE SOUTHWEST
 CZ0638'QUARTER SECTION 9, T 12 S, R 12 E, 44 FEET NORTH AND 5 FEET WEST OF
 CZ0638'SECTION CORNER 15 16 21 22 (PIMA COUNTY HIGHWAY DEPARTMENT) AND JUST
 CZ0638'SOUTH OF FENCE LINE THAT TURNS NORTH BETWEEN SECTION 15 AND 16, SET IN
 CZ0638'THE TOP OF A CONCRETE POST.
 CZ0638
 CZ0638                          STATION RECOVERY (1972)
 CZ0638
 CZ0638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CZ0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0595 ***********************************************************************
 CZ0595  DESIGNATION -  N 295
 CZ0595  PID         -  CZ0595
 CZ0595  STATE/COUNTY-  AZ/PIMA
 CZ0595  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0595
 CZ0595                         *CURRENT SURVEY CONTROL
 CZ0595  ___________________________________________________________________
 CZ0595* NAD 83(1986)-  32 26 36.     (N)    111 24 14.     (W)     SCALED    
 CZ0595* NAVD 88     -       637.71   (+/-2cm)    2092.2    (feet)  VERTCON   
 CZ0595  ___________________________________________________________________
 CZ0595  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0595
 CZ0595.The horizontal coordinates were scaled from a topographic map and have
 CZ0595.an estimated accuracy of +/- 6 seconds.
 CZ0595
 CZ0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0595.The vertical order pertains to the NGVD 29 superseded value.
 CZ0595
 CZ0595.The geoid height was determined by GEOID03.
 CZ0595
 CZ0595;                    North         East    Units  Estimated Accuracy
 CZ0595;SPC AZ C     -   160,140.      261,580.      MT  (+/- 180 meters Scaled)
 CZ0595
 CZ0595                          SUPERSEDED SURVEY CONTROL
 CZ0595
 CZ0595  NGVD 29 (??/??/92)  637.178  (m)         2090.47   (f) ADJ UNCH    2 0
 CZ0595
 CZ0595.Superseded values are not recommended for survey control.
 CZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0595.See file dsdata.txt to determine how the superseded data were derived.
 CZ0595
 CZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA620896(NAD 83)
 CZ0595_MARKER: DB = BENCH MARK DISK
 CZ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0595_STAMPING: N 295 1951
 CZ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0595+STABILITY: SURFACE MOTION
 CZ0595
 CZ0595  HISTORY     - Date     Condition        Report By
 CZ0595  HISTORY     - 1951     MONUMENTED       CGS
 CZ0595
 CZ0595                          STATION DESCRIPTION
 CZ0595
 CZ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0595'14.5 MI E FROM SILVER BELL.
 CZ0595'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0595'BELL, THENCE 7.6 MILES SOUTHEAST ALONG SILVER BELL ROAD, 18.3 MILES
 CZ0595'WEST OF RILLITO-- 0.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE
 CZ0595'SOUTHERN PACIFIC RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH
 CZ0595'ALONG A PRIVATE ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT
 CZ0595'PLANT, THENCE 16.8 MILES NORTHWEST ALONG SILVER BELL ROAD, AT A T
 CZ0595'JUNCTION OF A ROAD LEADING SOUTH, 47 FEET SOUTHEAST OF THE CENTER OF
 CZ0595'THE EAST PRONG OF A TRIANGLE FORMED BY A T JUNCTION OF A ROAD LEADING
 CZ0595'SOUTH, 38 FEET SOUTHWEST OF THE CENTER LINE OF SILVER BELL ROAD, 3.7
 CZ0595'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND
 CZ0595'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ0595'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0671 ***********************************************************************
 CZ0671  DESIGNATION -  N 296
 CZ0671  PID         -  CZ0671
 CZ0671  STATE/COUNTY-  AZ/PIMA
 CZ0671  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0671
 CZ0671                         *CURRENT SURVEY CONTROL
 CZ0671  ___________________________________________________________________
 CZ0671* NAD 83(1986)-  32 12 57.     (N)    111 20 23.     (W)     SCALED    
 CZ0671* NAVD 88     -       717.22   (+/-2cm)    2353.1    (feet)  VERTCON   
 CZ0671  ___________________________________________________________________
 CZ0671  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0671
 CZ0671.The horizontal coordinates were scaled from a topographic map and have
 CZ0671.an estimated accuracy of +/- 6 seconds.
 CZ0671
 CZ0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0671.The vertical order pertains to the NGVD 29 superseded value.
 CZ0671
 CZ0671.The geoid height was determined by GEOID03.
 CZ0671
 CZ0671;                    North         East    Units  Estimated Accuracy
 CZ0671;SPC AZ C     -   134,940.      267,740.      MT  (+/- 180 meters Scaled)
 CZ0671
 CZ0671                          SUPERSEDED SURVEY CONTROL
 CZ0671
 CZ0671  NGVD 29 (??/??/92)  716.584  (m)         2350.99   (f) ADJ UNCH    2 0
 CZ0671
 CZ0671.Superseded values are not recommended for survey control.
 CZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0671.See file dsdata.txt to determine how the superseded data were derived.
 CZ0671
 CZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA679644(NAD 83)
 CZ0671_MARKER: DB = BENCH MARK DISK
 CZ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0671_STAMPING: N 296 1951
 CZ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0671+STABILITY: SURFACE MOTION
 CZ0671
 CZ0671  HISTORY     - Date     Condition        Report By
 CZ0671  HISTORY     - 1951     MONUMENTED       CGS
 CZ0671  HISTORY     - 1975     GOOD             NGS
 CZ0671
 CZ0671                          STATION DESCRIPTION
 CZ0671
 CZ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0671'24.3 MI SE FROM SILVER BELL.
 CZ0671'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0671'SILVER BELL, THENCE 24.2 MILES SOUTHEAST ALONG A GRAVEL ROAD, 1.1
 CZ0671'MILES SOUTHEAST OF THE CORCORAQUE RANCH, 0.8 MILE SOUTHEAST OF A GATE
 CZ0671'ACROSS THE ROAD IN AN EAST-WEST FENCE AT THE BOUNDRY OF THE PAPACO
 CZ0671'INDIAN RESERVATION, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CZ0671'3.7 FEET WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND
 CZ0671'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ0671'GROUND.
 CZ0671
 CZ0671                          STATION RECOVERY (1975)
 CZ0671
 CZ0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0671'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0671'(N.) 4.3 MI ON SANDARIO RD. TO T-RD. TURN LEFT (W.) 4.2 MI TO
 CZ0671'DONALDSON RANCH. CONTINUE WEST-SOUTHWEST 0.9 MI TO RD. FORK. TURN
 CZ0671'RIGHT (W.) 0.15 MI TO X-RDS. TURN RIGHT (N.) THROUGH INDIAN
 CZ0671'RESERVATION GATE 1.2 MI TO GARCIA RANCH HOUSE, THENCE NW. ON MAIN
 CZ0671'TRAVELED RD. 1.1 MI TO RD. FORK AND POND ON LEFT. TURN RIGHT (NW.)
 CZ0671'2.05 MI TO RD. FORK AT WASH. TURN RIGHT (NW.) 0.2 MI. 43 FT S. OF RD.
 CZ0671'SET IN TOP OF CONCRETE POST PROJECTING 0.2 FT (1.0 MI SE. ALONG RD.
 CZ0671'FROM COCORAQUE RANCH). NGS DISK STAMPED N 296 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1132 ***********************************************************************
 CZ1132  DESIGNATION -  N 297
 CZ1132  PID         -  CZ1132
 CZ1132  STATE/COUNTY-  AZ/PINAL
 CZ1132  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1132
 CZ1132                         *CURRENT SURVEY CONTROL
 CZ1132  ___________________________________________________________________
 CZ1132* NAD 83(1986)-  32 48 41.     (N)    111 57 47.     (W)     SCALED    
 CZ1132* NAVD 88     -       424.23   (+/-2cm)    1391.8    (feet)  VERTCON   
 CZ1132  ___________________________________________________________________
 CZ1132  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1132
 CZ1132.The horizontal coordinates were scaled from a topographic map and have
 CZ1132.an estimated accuracy of +/- 6 seconds.
 CZ1132
 CZ1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1132.The vertical order pertains to the NGVD 29 superseded value.
 CZ1132
 CZ1132.The geoid height was determined by GEOID03.
 CZ1132
 CZ1132;                    North         East    Units  Estimated Accuracy
 CZ1132;SPC AZ C     -   200,840.      209,020.      MT  (+/- 180 meters Scaled)
 CZ1132
 CZ1132                          SUPERSEDED SURVEY CONTROL
 CZ1132
 CZ1132  NGVD 29 (??/??/92)  423.631  (m)         1389.86   (f) ADJ UNCH    2 0
 CZ1132
 CZ1132.Superseded values are not recommended for survey control.
 CZ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1132.See file dsdata.txt to determine how the superseded data were derived.
 CZ1132
 CZ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098307(NAD 83)
 CZ1132_MARKER: DB = BENCH MARK DISK
 CZ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1132_STAMPING: N 297 1951
 CZ1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1132+STABILITY: SURFACE MOTION
 CZ1132
 CZ1132  HISTORY     - Date     Condition        Report By
 CZ1132  HISTORY     - 1951     MONUMENTED       CGS
 CZ1132  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1132
 CZ1132                          STATION DESCRIPTION
 CZ1132
 CZ1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1132'8.2 MI S FROM STANFIELD.
 CZ1132'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1132'STANFIELD, THENCE 2.8 MILES SOUTH ALONG THE WHITE-PARKER ROAD, THENCE
 CZ1132'1.0 MILE EAST ALONG A TRACK ROAD, THENCE 2.0 MILES SOUTH ALONG A TRACK
 CZ1132'ROAD, THENCE 1.0 MILE EAST ALONG A FENCE LINE, AT SECTION CORNER S17,
 CZ1132'S16, S20, S21, AT A GATE, AT THE JUNCTION OF A NORTH-SOUTH GRADED
 CZ1132'ROAD, 17 FEET EAST OF THE CENTER OF THE ROAD, 2.0 FEET NORTHEAST OF
 CZ1132'THE SECTION CORNER POST, 1.6 FEET NORTH OF A WITNESS POST, 1.0 FEET
 CZ1132'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ1132'FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
 CZ1132
 CZ1132                          STATION RECOVERY (1963)
 CZ1132
 CZ1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0645 ***********************************************************************
 DA0645  DESIGNATION -  N 298
 DA0645  PID         -  DA0645
 DA0645  STATE/COUNTY-  AZ/MARICOPA
 DA0645  USGS QUAD   -  GILA BEND (1973)
 DA0645
 DA0645                         *CURRENT SURVEY CONTROL
 DA0645  ___________________________________________________________________
 DA0645* NAD 83(1986)-  32 54 47.     (N)    112 42 56.     (W)     SCALED    
 DA0645* NAVD 88     -       243.111  (meters)     797.61   (feet)  ADJUSTED  
 DA0645  ___________________________________________________________________
 DA0645  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0645  DYNAMIC HT  -         242.824 (meters)     796.67  (feet)  COMP
 DA0645  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 DA0645
 DA0645  VERT ORDER  -  FIRST     CLASS II
 DA0645
 DA0645.The horizontal coordinates were scaled from a topographic map and have
 DA0645.an estimated accuracy of +/- 6 seconds.
 DA0645
 DA0645.The orthometric height was determined by differential leveling
 DA0645.and adjusted in June 1991.
 DA0645
 DA0645.The geoid height was determined by GEOID03.
 DA0645
 DA0645.The dynamic height is computed by dividing the NAVD 88
 DA0645.geopotential number by the normal gravity value computed on the
 DA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0645.degrees latitude (g = 980.6199 gals.).
 DA0645
 DA0645.The modeled gravity was interpolated from observed gravity values.
 DA0645
 DA0645;                    North         East    Units  Estimated Accuracy
 DA0645;SPC AZ C     -   212,390.      138,640.      MT  (+/- 180 meters Scaled)
 DA0645
 DA0645                          SUPERSEDED SURVEY CONTROL
 DA0645
 DA0645  NGVD 29 (??/??/92)  242.522  (m)          795.67   (f) ADJ UNCH    1 2
 DA0645
 DA0645.Superseded values are not recommended for survey control.
 DA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0645.See file dsdata.txt to determine how the superseded data were derived.
 DA0645
 DA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB395429(NAD 83)
 DA0645_MARKER: DB = BENCH MARK DISK
 DA0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0645_STAMPING: N 298 1951
 DA0645_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0645+STABILITY: SURFACE MOTION
 DA0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0645+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0645
 DA0645  HISTORY     - Date     Condition        Report By
 DA0645  HISTORY     - 1951     MONUMENTED       CGS
 DA0645  HISTORY     - 1971     GOOD             NGS
 DA0645  HISTORY     - 1980     GOOD             NGS
 DA0645  HISTORY     - 1980     GOOD             NGS
 DA0645  HISTORY     - 20060219 GOOD             USPSQD
 DA0645
 DA0645                          STATION DESCRIPTION
 DA0645
 DA0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0645'2.2 MI S FROM GILA BEND.
 DA0645'0.3 MILE SOUTH ALONG MARTIN AVENUE FROM THE SOUTHERN PACIFIC COMPANY
 DA0645'RAILROAD STATION AT GILA BEND, THENCE 0.4 MILE SOUTH ALONG GRAVELED
 DA0645'ROAD TO OVERPASSES OF INTERSTATE HIGHWAY 8, THENCE 1.4 MILES SOUTH
 DA0645'ALONG DIRT ROAD, 31.5 FEET EAST OF THE CENTER OF THE ROAD, 4.7 FEET
 DA0645'SOUTH-SOUTHWEST OF A WOOD FENCE POST, 1.7 FEET WEST OF A METAL WITNESS
 DA0645'POST WITH SIGN ATTACHED, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 DA0645'MONUMENT PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DA0645
 DA0645                          STATION RECOVERY (1980)
 DA0645
 DA0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0645'3.8 KILOMETERS (2.3 MILES) SOUTH ALONG MARTIN AVENUE AND A GRAVEL-
 DA0645'DIRT COUNTY ROAD FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD
 DA0645'IN GILA BEND, 2.4 KILOMETERS (1.5 MILES) SOUTH OF THE INTERSTATE
 DA0645'HIGHWAY 8 OVERPASS, 13.7 METERS (45 FEET) EAST OF THE CENTERLINE
 DA0645'OF THE ROAD AND 15.5 METERS (51 FEET) NORTH OF THE CENTERLINE OF A
 DA0645'DIRT ROAD LEADING EAST.
 DA0645'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DA0645'THE MARK IS 0.6 M ABOVE ROAD.
 DA0645
 DA0645                          STATION RECOVERY (1980)
 DA0645
 DA0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0645'3.8 KILOMETERS (2.3 MILES) SOUTH ALONG MARTIN AVENUE AND A GRAVEL-
 DA0645'DIRT COUNTY ROAD FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD
 DA0645'IN GILA BEND, 2.4 KILOMETERS (1.5 MILES) SOUTH OF THE INTERSTATE
 DA0645'HIGHWAY 8 OVERPASS, 13.7 METERS (45 FEET) EAST OF THE CENTERLINE
 DA0645'OF THE ROAD AND 15.5 METERS (51 FEET) NORTH OF THE CENTERLINE OF A
 DA0645'DIRT ROAD LEADING EAST.
 DA0645'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DA0645'THE MARK IS 0.6 M ABOVE ROAD.
 DA0645
 DA0645                          STATION RECOVERY (2006)
 DA0645
 DA0645'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0645'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1148 ***********************************************************************
 CZ1148  DESIGNATION -  N 299
 CZ1148  PID         -  CZ1148
 CZ1148  STATE/COUNTY-  AZ/PINAL
 CZ1148  USGS QUAD   -  VAIVA VO (1993)
 CZ1148
 CZ1148                         *CURRENT SURVEY CONTROL
 CZ1148  ___________________________________________________________________
 CZ1148* NAD 83(1986)-  32 43 12.     (N)    111 53 10.     (W)     SCALED    
 CZ1148* NAVD 88     -       429.94   (+/-2cm)    1410.6    (feet)  VERTCON   
 CZ1148  ___________________________________________________________________
 CZ1148  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1148
 CZ1148.The horizontal coordinates were scaled from a topographic map and have
 CZ1148.an estimated accuracy of +/- 6 seconds.
 CZ1148
 CZ1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1148.The vertical order pertains to the NGVD 29 superseded value.
 CZ1148
 CZ1148.The geoid height was determined by GEOID03.
 CZ1148
 CZ1148;                    North         East    Units  Estimated Accuracy
 CZ1148;SPC AZ C     -   190,700.      216,220.      MT  (+/- 180 meters Scaled)
 CZ1148
 CZ1148                          SUPERSEDED SURVEY CONTROL
 CZ1148
 CZ1148  NGVD 29 (??/??/92)  429.336  (m)         1408.58   (f) ADJ UNCH    2 0
 CZ1148
 CZ1148.Superseded values are not recommended for survey control.
 CZ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1148.See file dsdata.txt to determine how the superseded data were derived.
 CZ1148
 CZ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169205(NAD 83)
 CZ1148_MARKER: DB = BENCH MARK DISK
 CZ1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1148_STAMPING: N 299 1952
 CZ1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1148+STABILITY: SURFACE MOTION
 CZ1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1148+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 CZ1148
 CZ1148  HISTORY     - Date     Condition        Report By
 CZ1148  HISTORY     - 1952     MONUMENTED       CGS
 CZ1148  HISTORY     - 1966     GOOD             NGS
 CZ1148  HISTORY     - 20060823 GOOD             TOHONO
 CZ1148
 CZ1148                          STATION DESCRIPTION
 CZ1148
 CZ1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1148'2.9 MI E FROM COCKLEBUR.
 CZ1148'2.7 MILES EAST ALONG A GRADED ROAD FROM THE WATER WELL AT COCKLEBUR,
 CZ1148'THENCE 0.2 MILE EAST ALONG A TRACK ROAD, 0.3 MILE SOUTHEAST OF THE
 CZ1148'EAST END OF A LEVEE, AT A GRAVEL CLEARING, 26 FEET SOUTH OF THE CENTER
 CZ1148'LINE OF A TRACK ROAD, 18 FEET NORTH OF THE CENTER LINE OF A DEEP
 CZ1148'RUTTED TRACK ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND SET IN THE
 CZ1148'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND LEVEL
 CZ1148'WITH THE ROAD.
 CZ1148
 CZ1148                          STATION RECOVERY (1966)
 CZ1148
 CZ1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1148'RECOVERED IN GOOD CONDITION.
 CZ1148
 CZ1148                          STATION RECOVERY (2006)
 CZ1148
 CZ1148'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ1148'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0178 ***********************************************************************
 FQ0178  DESIGNATION -  N 3
 FQ0178  PID         -  FQ0178
 FQ0178  STATE/COUNTY-  AZ/COCONINO
 FQ0178  USGS QUAD   -  BABBITT WASH (1983)
 FQ0178
 FQ0178                         *CURRENT SURVEY CONTROL
 FQ0178  ___________________________________________________________________
 FQ0178* NAD 83(1986)-  35 10 01.     (N)    111 07 41.     (W)     SCALED    
 FQ0178* NAVD 88     -      1655.916  (meters)    5432.78   (feet)  POSTED    
 FQ0178  ___________________________________________________________________
 FQ0178  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0178  DYNAMIC HT  -        1653.690 (meters)    5425.48  (feet)  COMP
 FQ0178  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 FQ0178
 FQ0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0178
 FQ0178.The horizontal coordinates were scaled from a topographic map and have
 FQ0178.an estimated accuracy of +/- 6 seconds.
 FQ0178
 FQ0178.The orthometric height was determined by differential leveling
 FQ0178.and adjusted by the  in 1992.
 FQ0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0178.rate of 0.0 thru 1.0 mm/km.
 FQ0178
 FQ0178.The geoid height was determined by GEOID03.
 FQ0178
 FQ0178.The dynamic height is computed by dividing the NAVD 88
 FQ0178.geopotential number by the normal gravity value computed on the
 FQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0178.degrees latitude (g = 980.6199 gals.).
 FQ0178
 FQ0178.The modeled gravity was interpolated from observed gravity values.
 FQ0178
 FQ0178;                    North         East    Units  Estimated Accuracy
 FQ0178;SPC AZ C     -   462,380.      285,200.      MT  (+/- 180 meters Scaled)
 FQ0178
 FQ0178                          SUPERSEDED SURVEY CONTROL
 FQ0178
 FQ0178  NGVD 29 (??/??/92) 1655.058  (m)         5429.97   (f) ADJ UNCH    1 2
 FQ0178
 FQ0178.Superseded values are not recommended for survey control.
 FQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0178.See file dsdata.txt to determine how the superseded data were derived.
 FQ0178
 FQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD883915(NAD 83)
 FQ0178_MARKER: B = BOLT
 FQ0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0178_SP_SET: ABUTMENT
 FQ0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0178
 FQ0178  HISTORY     - Date     Condition        Report By
 FQ0178  HISTORY     - UNK      MONUMENTED       CGS
 FQ0178  HISTORY     - 1934     GOOD             NGS
 FQ0178
 FQ0178                          STATION DESCRIPTION
 FQ0178
 FQ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0178'IN CANYON DIABLO.
 FQ0178'AT CANYON DIABLO, COCONINO COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 FQ0178'FE RAILWAY, 8 POLES WEST OF MILEPOST 312, AT STEEL TRESTLE A 313 OVER
 FQ0178'CANYON DIABLO, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT, 1
 FQ0178'FOOT FROM THE FACE, AND 1-1/2 FEET FROM THE END OF THE COPING STONE. A
 FQ0178'COPPER BOLT, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0168 ***********************************************************************
 EU0168  DESIGNATION -  N 3
 EU0168  PID         -  EU0168
 EU0168  STATE/COUNTY-  AZ/LA PAZ
 EU0168  USGS QUAD   -  PARKER SE (1970)
 EU0168
 EU0168                         *CURRENT SURVEY CONTROL
 EU0168  ___________________________________________________________________
 EU0168* NAD 83(1986)-  34 01 44.     (N)    114 15 21.     (W)     SCALED    
 EU0168* NAVD 88     -       181.62   (+/-2cm)     595.9    (feet)  VERTCON   
 EU0168  ___________________________________________________________________
 EU0168  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EU0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0168
 EU0168.The horizontal coordinates were scaled from a topographic map and have
 EU0168.an estimated accuracy of +/- 6 seconds.
 EU0168
 EU0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0168.The vertical order pertains to the NGVD 29 superseded value.
 EU0168
 EU0168.The geoid height was determined by GEOID03.
 EU0168
 EU0168;                    North         East    Units  Estimated Accuracy
 EU0168;SPC AZ W     -   335,990.      166,650.      MT  (+/- 180 meters Scaled)
 EU0168
 EU0168                          SUPERSEDED SURVEY CONTROL
 EU0168
 EU0168  NGVD 29 (??/??/??)  181.015  (m)          593.88   (f) ADJUSTED    2 0
 EU0168
 EU0168.Superseded values are not recommended for survey control.
 EU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0168.See file dsdata.txt to determine how the superseded data were derived.
 EU0168
 EU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT533687(NAD 83)
 EU0168_MARKER: DD = SURVEY DISK
 EU0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0168_STAMPING: N 3 1926
 EU0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0168+STABILITY: SURFACE MOTION
 EU0168
 EU0168  HISTORY     - Date     Condition        Report By
 EU0168  HISTORY     - 1926     MONUMENTED       USGS
 EU0168  HISTORY     - 1935     GOOD             NGS
 EU0168
 EU0168                          STATION DESCRIPTION
 EU0168
 EU0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0168'2.5 MI S FROM DENNY.
 EU0168'ABOUT 2.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0168'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, 42 FEET SOUTHEAST
 EU0168'OF MILEPOST 97, AND 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EU0168'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 EU0168'N 3 1926 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0347 ***********************************************************************
 ES0347  DESIGNATION -  N 30
 ES0347  PID         -  ES0347
 ES0347  STATE/COUNTY-  AZ/YAVAPAI
 ES0347  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0347
 ES0347                         *CURRENT SURVEY CONTROL
 ES0347  ___________________________________________________________________
 ES0347* NAD 83(1986)-  34 28 56.     (N)    111 44 04.     (W)     SCALED    
 ES0347* NAVD 88     -      1120.853  (meters)    3677.33   (feet)  ADJUSTED  
 ES0347  ___________________________________________________________________
 ES0347  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0347  DYNAMIC HT  -        1119.420 (meters)    3672.63  (feet)  COMP
 ES0347  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 ES0347
 ES0347  VERT ORDER  -  FIRST     CLASS II
 ES0347
 ES0347.The horizontal coordinates were scaled from a topographic map and have
 ES0347.an estimated accuracy of +/- 6 seconds.
 ES0347
 ES0347.The orthometric height was determined by differential leveling
 ES0347.and adjusted in June 1991.
 ES0347
 ES0347.The geoid height was determined by GEOID03.
 ES0347
 ES0347.The dynamic height is computed by dividing the NAVD 88
 ES0347.geopotential number by the normal gravity value computed on the
 ES0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0347.degrees latitude (g = 980.6199 gals.).
 ES0347
 ES0347.The modeled gravity was interpolated from observed gravity values.
 ES0347
 ES0347;                    North         East    Units  Estimated Accuracy
 ES0347;SPC AZ C     -   386,160.      230,100.      MT  (+/- 180 meters Scaled)
 ES0347
 ES0347                          SUPERSEDED SURVEY CONTROL
 ES0347
 ES0347  NGVD 29 (??/??/92) 1120.128  (m)         3674.95   (f) ADJ UNCH    1 2
 ES0347
 ES0347.Superseded values are not recommended for survey control.
 ES0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0347.See file dsdata.txt to determine how the superseded data were derived.
 ES0347
 ES0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD325158(NAD 83)
 ES0347_MARKER: DB = BENCH MARK DISK
 ES0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0347_MARK LOGO: CGS   
 ES0347_PROJECTION: PROJECTING 20 CENTIMETERS
 ES0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0347+STABILITY: SURFACE MOTION
 ES0347
 ES0347  HISTORY     - Date     Condition        Report By
 ES0347  HISTORY     - UNK      MONUMENTED       CGS
 ES0347  HISTORY     - 1933     GOOD             NGS
 ES0347  HISTORY     - 1982     GOOD             NGS
 ES0347  HISTORY     - 20040912 GOOD             USPSQD
 ES0347  HISTORY     - 20080725 GOOD             GEOCAC
 ES0347
 ES0347                          STATION DESCRIPTION
 ES0347
 ES0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0347'11.6 MI SE FROM CAMP VERDE.
 ES0347'CONCRETE POST, AT SIDE OF HIGHWAY, 4.0 MILES SOUTHEAST OF CLEAR CREEK
 ES0347'HIGHWAY BRIDGE, TOP OF FLAT TOPPED RIDGE, 35 FEET SOUTHWEST OF HIGHWAY
 ES0347'CENTER-LINE.
 ES0347
 ES0347                          STATION RECOVERY (1982)
 ES0347
 ES0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0347'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0347'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0347'OFFICE IN CAMP VERDE, THENCE 4.7 KM (2.9 MI) SOUTHEAST ALONG FOSSIL
 ES0347'CREEK ROAD, IN THE FENCE LINE AT THE TOP OF THE RIDGE, 9.0 METERS (30
 ES0347'FT) SOUTHWEST OF THE ROAD CENTERLINE, 15.0 METERS (49 FT) SOUTHEAST OF
 ES0347'A FENCE CORNER, 0.9 METER (3 FT) NORTHEAST OF THE FENCE.
 ES0347'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0347'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0347
 ES0347                          STATION RECOVERY (2004)
 ES0347
 ES0347'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 ES0347'RECOVERED IN GOOD CONDITION.
 ES0347
 ES0347                          STATION RECOVERY (2008)
 ES0347
 ES0347'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0347'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0347'34 28 54.5 (N)   111 44 03.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0003 ***********************************************************************
 GP0003  DESIGNATION -  N 30
 GP0003  PID         -  GP0003
 GP0003  STATE/COUNTY-  AZ/NAVAJO
 GP0003  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0003
 GP0003                         *CURRENT SURVEY CONTROL
 GP0003  ___________________________________________________________________
 GP0003* NAD 83(1986)-  36 58 27.     (N)    110 11 40.     (W)     SCALED    
 GP0003* NAVD 88     -      1595.527  (meters)    5234.66   (feet)  ADJUSTED  
 GP0003  ___________________________________________________________________
 GP0003  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GP0003  DYNAMIC HT  -        1593.692 (meters)    5228.64  (feet)  COMP
 GP0003  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 GP0003
 GP0003  VERT ORDER  -  FIRST     CLASS II
 GP0003
 GP0003.The horizontal coordinates were scaled from a topographic map and have
 GP0003.an estimated accuracy of +/- 6 seconds.
 GP0003
 GP0003.The orthometric height was determined by differential leveling
 GP0003.and adjusted in June 1991.
 GP0003
 GP0003.The geoid height was determined by GEOID03.
 GP0003
 GP0003.The dynamic height is computed by dividing the NAVD 88
 GP0003.geopotential number by the normal gravity value computed on the
 GP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0003.degrees latitude (g = 980.6199 gals.).
 GP0003
 GP0003.The modeled gravity was interpolated from observed gravity values.
 GP0003
 GP0003;                    North         East    Units  Estimated Accuracy
 GP0003;SPC AZ E     -   662,600.      210,890.      MT  (+/- 180 meters Scaled)
 GP0003
 GP0003                          SUPERSEDED SURVEY CONTROL
 GP0003
 GP0003  NGVD 29 (??/??/92) 1594.62   (m)         5231.7    (f) COMPUTED    1 2
 GP0003
 GP0003.Superseded values are not recommended for survey control.
 GP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0003.See file dsdata.txt to determine how the superseded data were derived.
 GP0003
 GP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF717923(NAD 83)
 GP0003_MARKER: DB = BENCH MARK DISK
 GP0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0003_STAMPING: N 30 1933
 GP0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0003+STABILITY: SURFACE MOTION
 GP0003
 GP0003  HISTORY     - Date     Condition        Report By
 GP0003  HISTORY     - 1933     MONUMENTED       CGS
 GP0003  HISTORY     - 1962     MARK NOT FOUND   NGS
 GP0003  HISTORY     - 19851216 MARK NOT FOUND   USGS
 GP0003
 GP0003                          STATION DESCRIPTION
 GP0003
 GP0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0003'21.3 MI NE FROM KAYENTA.
 GP0003'21.3 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0003'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, 2.4 MILES
 GP0003'SOUTHWEST OF THE JUNCTION OF A ROAD LEADING TO GOULDINGS TRADING POST,
 GP0003'AT THE JUNCTION OF A ROAD LEADING TO OLJATO, 60 FEET SOUTHWEST OF THE
 GP0003'JUNCTION, 21 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 21 FEET
 GP0003'SOUTH OF THE CENTERLINE OF THE SIDE ROAD, AND LEVEL WITH THE ROADS. A
 GP0003'STANDARD DISK, STAMPED N 30 1933 AND SET IN THE TOP OF A CONCRETE
 GP0003'POST.
 GP0003
 GP0003                          STATION RECOVERY (1985)
 GP0003
 GP0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0146 ***********************************************************************
 DA0146  DESIGNATION -  N 300
 DA0146  PID         -  DA0146
 DA0146  STATE/COUNTY-  AZ/PINAL
 DA0146  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0146
 DA0146                         *CURRENT SURVEY CONTROL
 DA0146  ___________________________________________________________________
 DA0146* NAD 83(1986)-  32 59 57.     (N)    112 02 53.     (W)     SCALED    
 DA0146* NAVD 88     -       368.10   (+/-2cm)    1207.7    (feet)  VERTCON   
 DA0146  ___________________________________________________________________
 DA0146  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DA0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0146
 DA0146.The horizontal coordinates were scaled from a topographic map and have
 DA0146.an estimated accuracy of +/- 6 seconds.
 DA0146
 DA0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0146.The vertical order pertains to the NGVD 29 superseded value.
 DA0146
 DA0146.The geoid height was determined by GEOID03.
 DA0146
 DA0146;                    North         East    Units  Estimated Accuracy
 DA0146;SPC AZ C     -   221,670.      201,080.      MT  (+/- 180 meters Scaled)
 DA0146
 DA0146                          SUPERSEDED SURVEY CONTROL
 DA0146
 DA0146  NGVD 29 (??/??/92)  367.563  (m)         1205.91   (f) ADJ UNCH    2 0
 DA0146
 DA0146.Superseded values are not recommended for survey control.
 DA0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0146.See file dsdata.txt to determine how the superseded data were derived.
 DA0146
 DA0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB020516(NAD 83)
 DA0146_MARKER: DB = BENCH MARK DISK
 DA0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0146_STAMPING: N 300 1952
 DA0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0146+STABILITY: SURFACE MOTION
 DA0146
 DA0146  HISTORY     - Date     Condition        Report By
 DA0146  HISTORY     - 1952     MONUMENTED       CGS
 DA0146  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0146  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 DA0146
 DA0146                          STATION DESCRIPTION
 DA0146
 DA0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0146'12.7 MI NW FROM STANFIELD.
 DA0146'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0146'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DA0146'3.0 MILES WEST ALONG THE MILLER ROAD, THENCE 4.1 MILES NORTH ALONG THE
 DA0146'MARICOPA ROAD, AT THE CROSSING OF A CATTLEGUARD, AT A GATE IN AN
 DA0146'EAST-WEST FENCELINE, 56.4 FEET WEST OF THE CENTER LINE OF THE ROAD AND
 DA0146'THE CATTLEGUARD, 13.2 FEET WEST OF THE APPROXIMATE CENTER OF THE GATE,
 DA0146'0.9 FOOT NORTH OF THE FENCE, 1.7 FEET EAST OF A WITNESS POST, AND SET
 DA0146'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 DA0146'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0146
 DA0146                          STATION RECOVERY (1963)
 DA0146
 DA0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0146'MARK NOT FOUND.
 DA0146
 DA0146                          STATION RECOVERY (2006)
 DA0146
 DA0146'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DA0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0673 ***********************************************************************
 CZ0673  DESIGNATION -  N 301
 CZ0673  PID         -  CZ0673
 CZ0673  STATE/COUNTY-  AZ/PIMA
 CZ0673  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0673
 CZ0673                         *CURRENT SURVEY CONTROL
 CZ0673  ___________________________________________________________________
 CZ0673* NAD 83(1986)-  32 13 28.     (N)    111 21 05.     (W)     SCALED    
 CZ0673* NAVD 88     -       722.02   (+/-2cm)    2368.8    (feet)  VERTCON   
 CZ0673  ___________________________________________________________________
 CZ0673  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0673
 CZ0673.The horizontal coordinates were scaled from a topographic map and have
 CZ0673.an estimated accuracy of +/- 6 seconds.
 CZ0673
 CZ0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0673.The vertical order pertains to the NGVD 29 superseded value.
 CZ0673
 CZ0673.The geoid height was determined by GEOID03.
 CZ0673
 CZ0673;                    North         East    Units  Estimated Accuracy
 CZ0673;SPC AZ C     -   135,890.      266,640.      MT  (+/- 180 meters Scaled)
 CZ0673
 CZ0673                          SUPERSEDED SURVEY CONTROL
 CZ0673
 CZ0673  NGVD 29 (??/??/92)  721.384  (m)         2366.74   (f) ADJ UNCH    2 0
 CZ0673
 CZ0673.Superseded values are not recommended for survey control.
 CZ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0673.See file dsdata.txt to determine how the superseded data were derived.
 CZ0673
 CZ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA668653(NAD 83)
 CZ0673_MARKER: DB = BENCH MARK DISK
 CZ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0673_STAMPING: N 301 1951
 CZ0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0673+STABILITY: SURFACE MOTION
 CZ0673
 CZ0673  HISTORY     - Date     Condition        Report By
 CZ0673  HISTORY     - 1951     MONUMENTED       CGS
 CZ0673  HISTORY     - 1975     GOOD             USGS
 CZ0673
 CZ0673                          STATION DESCRIPTION
 CZ0673
 CZ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0673'23 MI SE FROM SILVER BELL.
 CZ0673'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0673'SILVER BELL, THENCE 22.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.2 MILE
 CZ0673'NORTHWEST OF THE CORCORAQUE RANCH, AT A Y JUNCTION OF ROADS LEADING
 CZ0673'NORTH AND SOUTHEAST AND ROAD LEADING NORTHWEST (THIS IS A JUNCTION
 CZ0673'MARK), 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 CZ0673'NORTHWEST, 40 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 CZ0673'LEADING NORTH, 2.7 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1/2 FOOT
 CZ0673'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0673'0.5 FOOT ABOVE THE GROUND.
 CZ0673
 CZ0673                          STATION RECOVERY (1975)
 CZ0673
 CZ0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0673'PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0530 ***********************************************************************
 CG0530  DESIGNATION -  N 302
 CG0530  PID         -  CG0530
 CG0530  STATE/COUNTY-  AZ/PIMA
 CG0530  USGS QUAD   -  ARIVACA (1979)
 CG0530
 CG0530                         *CURRENT SURVEY CONTROL
 CG0530  ___________________________________________________________________
 CG0530* NAD 83(1986)-  31 35 51.     (N)    111 21 56.     (W)     SCALED    
 CG0530* NAVD 88     -      1087.79   (+/-2cm)    3568.9    (feet)  VERTCON   
 CG0530  ___________________________________________________________________
 CG0530  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CG0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0530
 CG0530.The horizontal coordinates were scaled from a topographic map and have
 CG0530.an estimated accuracy of +/- 6 seconds.
 CG0530
 CG0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0530.The vertical order pertains to the NGVD 29 superseded value.
 CG0530
 CG0530.The geoid height was determined by GEOID03.
 CG0530
 CG0530;                    North         East    Units  Estimated Accuracy
 CG0530;SPC AZ C     -    66,370.      265,660.      MT  (+/- 180 meters Scaled)
 CG0530
 CG0530                          SUPERSEDED SURVEY CONTROL
 CG0530
 CG0530  NGVD 29 (??/??/92) 1086.969  (m)         3566.16   (f) ADJ UNCH    2 0
 CG0530
 CG0530.Superseded values are not recommended for survey control.
 CG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0530.See file dsdata.txt to determine how the superseded data were derived.
 CG0530
 CG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV653958(NAD 83)
 CG0530_MARKER: DB = BENCH MARK DISK
 CG0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0530_STAMPING: N 302 1951
 CG0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0530+STABILITY: SURFACE MOTION
 CG0530
 CG0530  HISTORY     - Date     Condition        Report By
 CG0530  HISTORY     - 1951     MONUMENTED       CGS
 CG0530
 CG0530                          STATION DESCRIPTION
 CG0530
 CG0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0530'3.2 MI NW FROM ARIVACA.
 CG0530'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0530'THENCE 3.1 MILES NORTHWEST ALONG THE MAIN ROAD, 0.45 MILE SOUTH OF A
 CG0530'CATTLE GUARD AND A ROAD LEADING EAST, AT A WASH CROSS THE ROAD, 180
 CG0530'1/2 FEET WEST OF THE CENTER OF THE ROAD AND WASH CROSSING THE ROAD, 65
 CG0530'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTHEAST
 CG0530'OF A FENCE LINE, 1.6 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL
 CG0530'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CG0530'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1333 ***********************************************************************
 CZ1333  DESIGNATION -  N 303
 CZ1333  PID         -  CZ1333
 CZ1333  STATE/COUNTY-  AZ/PINAL
 CZ1333  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1333
 CZ1333                         *CURRENT SURVEY CONTROL
 CZ1333  ___________________________________________________________________
 CZ1333* NAD 83(1986)-  32 34 26.     (N)    111 31 44.     (W)     SCALED    
 CZ1333* NAVD 88     -       518.53   (+/-2cm)    1701.2    (feet)  VERTCON   
 CZ1333  ___________________________________________________________________
 CZ1333  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1333
 CZ1333.The horizontal coordinates were scaled from a topographic map and have
 CZ1333.an estimated accuracy of +/- 6 seconds.
 CZ1333
 CZ1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1333.The vertical order pertains to the NGVD 29 superseded value.
 CZ1333
 CZ1333.The geoid height was determined by GEOID03.
 CZ1333
 CZ1333;                    North         East    Units  Estimated Accuracy
 CZ1333;SPC AZ C     -   174,570.      249,770.      MT  (+/- 180 meters Scaled)
 CZ1333
 CZ1333                          SUPERSEDED SURVEY CONTROL
 CZ1333
 CZ1333  NGVD 29 (??/??/92)  518.011  (m)         1699.51   (f) ADJ UNCH    2 0
 CZ1333
 CZ1333.Superseded values are not recommended for survey control.
 CZ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1333.See file dsdata.txt to determine how the superseded data were derived.
 CZ1333
 CZ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB503041(NAD 83)
 CZ1333_MARKER: DB = BENCH MARK DISK
 CZ1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1333_STAMPING: N 303 1951
 CZ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1333+STABILITY: SURFACE MOTION
 CZ1333
 CZ1333  HISTORY     - Date     Condition        Report By
 CZ1333  HISTORY     - 1951     MONUMENTED       CGS
 CZ1333  HISTORY     - 1977     GOOD             USGS
 CZ1333
 CZ1333                          STATION DESCRIPTION
 CZ1333
 CZ1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1333'13.9 MI W FROM RED ROCK.
 CZ1333'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1333'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ1333'GRADED ROAD, THENCE 7.3 MILES NORTHWEST ALONG A GRADED ROAD, 0.3 MILE
 CZ1333'EAST ALONG THE FENCE LINE FROM A BOARD SHACK AND WINDMILL, AT A FENCE
 CZ1333'LINE AND DIRECTLY UNDER THE SOUTH WIRING OF A POWER LINE, 32.4 FEET
 CZ1333'WEST OF A POWER LINE POLE, 14 FEET NORTH OF THE CENTER LINE OF THE
 CZ1333'ROAD, 1.5 FEET SOUTH OF THE FENCE LINE, 2.3 FEET SOUTHEAST OF THE
 CZ1333'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ1333'POST PROJECTING 0.6 FOOT.
 CZ1333
 CZ1333                          STATION RECOVERY (1977)
 CZ1333
 CZ1333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1333'RD. HAS BEEN RELOCATED TO ABOUT 600 FT S. OF MARK AND NEW
 CZ1333'SINGLE-CONDUCTOR POWER LINE HAS BEEN CONSTRUCTED 70 FT S. OF MARK.
 CZ1333'OLD POWER LINE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1342 ***********************************************************************
 CZ1342  DESIGNATION -  N 304
 CZ1342  PID         -  CZ1342
 CZ1342  STATE/COUNTY-  AZ/PINAL
 CZ1342  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1342
 CZ1342                         *CURRENT SURVEY CONTROL
 CZ1342  ___________________________________________________________________
 CZ1342* NAD 83(1986)-  32 40 33.     (N)    111 33 04.     (W)     SCALED    
 CZ1342* NAVD 88     -       494.465  (meters)    1622.26   (feet)  ADJUSTED  
 CZ1342  ___________________________________________________________________
 CZ1342  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1342  DYNAMIC HT  -         493.834 (meters)    1620.19  (feet)  COMP
 CZ1342  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 CZ1342
 CZ1342  VERT ORDER  -  FIRST     CLASS II
 CZ1342
 CZ1342.The horizontal coordinates were scaled from a topographic map and have
 CZ1342.an estimated accuracy of +/- 6 seconds.
 CZ1342
 CZ1342.The orthometric height was determined by differential leveling
 CZ1342.and adjusted in November 1993.
 CZ1342
 CZ1342.The geoid height was determined by GEOID03.
 CZ1342
 CZ1342.The dynamic height is computed by dividing the NAVD 88
 CZ1342.geopotential number by the normal gravity value computed on the
 CZ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1342.degrees latitude (g = 980.6199 gals.).
 CZ1342
 CZ1342.The modeled gravity was interpolated from observed gravity values.
 CZ1342
 CZ1342;                    North         East    Units  Estimated Accuracy
 CZ1342;SPC AZ C     -   185,860.      247,640.      MT  (+/- 180 meters Scaled)
 CZ1342
 CZ1342                          SUPERSEDED SURVEY CONTROL
 CZ1342
 CZ1342  NGVD 29 (??/??/92)  497.708  (m)         1632.90   (f) ADJ UNCH    1 2
 CZ1342
 CZ1342.Superseded values are not recommended for survey control.
 CZ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1342.See file dsdata.txt to determine how the superseded data were derived.
 CZ1342
 CZ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB483154(NAD 83)
 CZ1342_MARKER: DB = BENCH MARK DISK
 CZ1342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1342_SP_SET: HEADWALL
 CZ1342_STAMPING: N 304 1951
 CZ1342_MARK LOGO: CGS   
 CZ1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1342+STABILITY: SURFACE MOTION
 CZ1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1342+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1342
 CZ1342  HISTORY     - Date     Condition        Report By
 CZ1342  HISTORY     - 1951     MONUMENTED       CGS
 CZ1342  HISTORY     - 1968     GOOD             NGS
 CZ1342  HISTORY     - 19911212 GOOD             NGS
 CZ1342
 CZ1342                          STATION DESCRIPTION
 CZ1342
 CZ1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1342'5.3 MI S FROM ELOY.
 CZ1342'0.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1342'RAILROAD STATION AT ELOY, THENCE 5 MILES SOUTH ALONG SUNSHINE BLVD.
 CZ1342'0.1 MILE SOUTH OF THE BIG STORE COTTON GIN, AT THE INTERSECTION OF
 CZ1342'HARMON ROAD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEADWALL OF
 CZ1342'A DOUBLE 24 INCH CONCRETE PIPE CULVERT UNDER THE BLVD. 23 FEET SOUTH
 CZ1342'OF THE CENTER LINE OF HARMON ROAD, 24 FEET EAST OF THE CENTER LINE OF
 CZ1342'THE BLVD., ABOUT LEVEL WITH THE ROAD.
 CZ1342
 CZ1342                          STATION RECOVERY (1968)
 CZ1342
 CZ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ1342'RECOVERED IN GOOD CONDITION.
 CZ1342
 CZ1342                          STATION RECOVERY (1991)
 CZ1342
 CZ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1342'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1342'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1342'THENCE 8.1 KM (5.05 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, IN TOP OF
 CZ1342'AND 1.3 M (4.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 CZ1342'HEADWALL OF A CULVERT, 8.2 M (26.9 FT) SOUTH OF THE CENTER OF HARMON
 CZ1342'ROAD, AND 7.3 M (24.0 FT) EAST OF AND LEVEL WITH THE BOULEVARD
 CZ1342'CENTER.  NOTE--THE N IN THE ORIGINAL STAMPING N 304 IS VERY DIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0687 ***********************************************************************
 CG0687  DESIGNATION -  N 306
 CG0687  PID         -  CG0687
 CG0687  STATE/COUNTY-  AZ/PIMA
 CG0687  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0687
 CG0687                         *CURRENT SURVEY CONTROL
 CG0687  ___________________________________________________________________
 CG0687* NAD 83(1986)-  31 39 24.     (N)    111 42 48.     (W)     SCALED    
 CG0687* NAVD 88     -       852.54   (+/-2cm)    2797.0    (feet)  VERTCON   
 CG0687  ___________________________________________________________________
 CG0687  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG0687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0687
 CG0687.The horizontal coordinates were scaled from a topographic map and have
 CG0687.an estimated accuracy of +/- 6 seconds.
 CG0687
 CG0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0687.The vertical order pertains to the NGVD 29 superseded value.
 CG0687
 CG0687.The geoid height was determined by GEOID03.
 CG0687
 CG0687;                    North         East    Units  Estimated Accuracy
 CG0687;SPC AZ C     -    72,820.      232,640.      MT  (+/- 180 meters Scaled)
 CG0687
 CG0687                          SUPERSEDED SURVEY CONTROL
 CG0687
 CG0687  NGVD 29 (??/??/92)  851.782  (m)         2794.55   (f) ADJ UNCH    2 0
 CG0687
 CG0687.Superseded values are not recommended for survey control.
 CG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0687.See file dsdata.txt to determine how the superseded data were derived.
 CG0687
 CG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA323026(NAD 83)
 CG0687_MARKER: DB = BENCH MARK DISK
 CG0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0687_STAMPING: N 306 1952
 CG0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0687+STABILITY: SURFACE MOTION
 CG0687
 CG0687  HISTORY     - Date     Condition        Report By
 CG0687  HISTORY     - 1952     MONUMENTED       CGS
 CG0687  HISTORY     - 1977     GOOD             USGS
 CG0687
 CG0687                          STATION DESCRIPTION
 CG0687
 CG0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0687'6.75 MI NE FROM SAN MIGUEL.
 CG0687'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0687'MIGUEL, THENCE 2.45 MILES NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0687'ON TOP OF A FLAT RIDGE, 202 FEET SOUTH OF THE CENTER OF THE ROAD AND A
 CG0687'WASH, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTH
 CG0687'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0687'0.6 FOOT ABOVE THE GROUND.
 CG0687
 CG0687                          STATION RECOVERY (1977)
 CG0687
 CG0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0687'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0687'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0384 ***********************************************************************
 DA0384  DESIGNATION -  N 307
 DA0384  PID         -  DA0384
 DA0384  STATE/COUNTY-  AZ/PIMA
 DA0384  USGS QUAD   -  BATES WELL (1990)
 DA0384
 DA0384                         *CURRENT SURVEY CONTROL
 DA0384  ___________________________________________________________________
 DA0384* NAD 83(1986)-  32 14 23.     (N)    112 52 55.     (W)     SCALED    
 DA0384* NAVD 88     -       482.10   (+/-2cm)    1581.7    (feet)  VERTCON   
 DA0384  ___________________________________________________________________
 DA0384  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DA0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0384
 DA0384.The horizontal coordinates were scaled from a topographic map and have
 DA0384.an estimated accuracy of +/- 6 seconds.
 DA0384
 DA0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0384.The vertical order pertains to the NGVD 29 superseded value.
 DA0384
 DA0384.The geoid height was determined by GEOID03.
 DA0384
 DA0384;                    North         East    Units  Estimated Accuracy
 DA0384;SPC AZ C     -   137,860.      122,390.      MT  (+/- 180 meters Scaled)
 DA0384
 DA0384                          SUPERSEDED SURVEY CONTROL
 DA0384
 DA0384  NGVD 29 (??/??/92)  481.406  (m)         1579.41   (f) ADJ UNCH    2 0
 DA0384
 DA0384.Superseded values are not recommended for survey control.
 DA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0384.See file dsdata.txt to determine how the superseded data were derived.
 DA0384
 DA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA226685(NAD 83)
 DA0384_MARKER: DB = BENCH MARK DISK
 DA0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0384_STAMPING: N 307 1952
 DA0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0384+STABILITY: SURFACE MOTION
 DA0384
 DA0384  HISTORY     - Date     Condition        Report By
 DA0384  HISTORY     - 1952     MONUMENTED       CGS
 DA0384
 DA0384                          STATION DESCRIPTION
 DA0384
 DA0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0384'11.75 MI S FROM AJO.
 DA0384'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0384'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0384'ALONG HIGHWAY 86 TO JUNCTION OF DARBY WELL ROAD, THENCE 9.7 MILES
 DA0384'SOUTHWEST AND SOUTH ALONG DARBY WELL ROAD LEADING TO BATES WELL, TO A
 DA0384'Y JUNCTION, 1.35 MILES SOUTHWEST OF THE B. M. 307 ALONG THE NEW ROAD,
 DA0384'0.05 MILE SOUTHWEST OF Y JUNCTION AND SET IN THE FORK OF THE Y, 152
 DA0384'FEET SOUTHEAST OF THE CENTERLINE OF ROAD LEADING SOUTHWEST, 48 FEET
 DA0384'WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH TO BATES WELL, 1.9
 DA0384'FEET WEST OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT,
 DA0384'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0098 ***********************************************************************
 CH0098  DESIGNATION -  N 308
 CH0098  PID         -  CH0098
 CH0098  STATE/COUNTY-  AZ/PIMA
 CH0098  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0098
 CH0098                         *CURRENT SURVEY CONTROL
 CH0098  ___________________________________________________________________
 CH0098* NAD 83(1986)-  31 55 12.     (N)    112 56 48.     (W)     SCALED    
 CH0098* NAVD 88     -       371.37   (+/-2cm)    1218.4    (feet)  VERTCON   
 CH0098  ___________________________________________________________________
 CH0098  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 CH0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0098
 CH0098.The horizontal coordinates were scaled from a topographic map and have
 CH0098.an estimated accuracy of +/- 6 seconds.
 CH0098
 CH0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0098.The vertical order pertains to the NGVD 29 superseded value.
 CH0098
 CH0098.The geoid height was determined by GEOID03.
 CH0098
 CH0098;                    North         East    Units  Estimated Accuracy
 CH0098;SPC AZ C     -   102,460.      115,960.      MT  (+/- 180 meters Scaled)
 CH0098
 CH0098                          SUPERSEDED SURVEY CONTROL
 CH0098
 CH0098  NGVD 29 (??/??/92)  370.660  (m)         1216.07   (f) ADJ UNCH    2 0
 CH0098
 CH0098.Superseded values are not recommended for survey control.
 CH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0098.See file dsdata.txt to determine how the superseded data were derived.
 CH0098
 CH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA159332(NAD 83)
 CH0098_MARKER: DB = BENCH MARK DISK
 CH0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0098_STAMPING: N 308 1952
 CH0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0098+STABILITY: SURFACE MOTION
 CH0098
 CH0098  HISTORY     - Date     Condition        Report By
 CH0098  HISTORY     - 1952     MONUMENTED       CGS
 CH0098
 CH0098                          STATION DESCRIPTION
 CH0098
 CH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0098'10.35 MI NW FROM LUKEVILLE.
 CH0098'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0098'LUKEVILLE TO JUNCTION, THENCE 9.4 MILES WEST ALONG THE QUITOVOQUITO
 CH0098'ROAD, 199 FEET NORTH AND ACROSS THE MAIN ROAD FROM THE U. S. - MEXICAN
 CH0098'FENCE LINE, 68 FEET SOUTH OF THE CENTER OF A SMALL WASH, 50 FEET NORTH
 CH0098'OF THE CENTERLINE OF THE ROAD, 2.3 FEET WEST OF THE WITNESS POST, IN A
 CH0098'CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0402 ***********************************************************************
 DA0402  DESIGNATION -  N 309
 DA0402  PID         -  DA0402
 DA0402  STATE/COUNTY-  AZ/PIMA
 DA0402  USGS QUAD   -  GUNSIGHT (1990)
 DA0402
 DA0402                         *CURRENT SURVEY CONTROL
 DA0402  ___________________________________________________________________
 DA0402* NAD 83(1986)-  32 12 35.     (N)    112 40 15.     (W)     SCALED    
 DA0402* NAVD 88     -       612.48   (+/-2cm)    2009.4    (feet)  VERTCON   
 DA0402  ___________________________________________________________________
 DA0402  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0402
 DA0402.The horizontal coordinates were scaled from a topographic map and have
 DA0402.an estimated accuracy of +/- 6 seconds.
 DA0402
 DA0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0402.The vertical order pertains to the NGVD 29 superseded value.
 DA0402
 DA0402.The geoid height was determined by GEOID03.
 DA0402
 DA0402;                    North         East    Units  Estimated Accuracy
 DA0402;SPC AZ C     -   134,370.      142,270.      MT  (+/- 180 meters Scaled)
 DA0402
 DA0402                          SUPERSEDED SURVEY CONTROL
 DA0402
 DA0402  NGVD 29 (??/??/92)  611.744  (m)         2007.03   (f) ADJ UNCH    2 0
 DA0402
 DA0402.Superseded values are not recommended for survey control.
 DA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0402.See file dsdata.txt to determine how the superseded data were derived.
 DA0402
 DA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA425649(NAD 83)
 DA0402_MARKER: DB = BENCH MARK DISK
 DA0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0402_STAMPING: N 309 1952
 DA0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0402+STABILITY: SURFACE MOTION
 DA0402
 DA0402  HISTORY     - Date     Condition        Report By
 DA0402  HISTORY     - 1952     MONUMENTED       CGS
 DA0402  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0402  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0402
 DA0402                          STATION DESCRIPTION
 DA0402
 DA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0402'17.5 MI SE FROM AJO.
 DA0402'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0402'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 16.35 MILES SOUTHEAST
 DA0402'ALONG HIGHWAY 86 TO THE INTERSECTION OF ROAD NORTH AND ROAD SOUTH TO
 DA0402'KERWOO, THENCE 1 MILE SOUTH ALONG A ROAD LEADING SOUTH TO KERWOO, 48
 DA0402'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET NORTH OF
 DA0402'THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 DA0402'POST PROJECTING 0.4 FOOT.
 DA0402
 DA0402                          STATION RECOVERY (1997)
 DA0402
 DA0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0402'MARK NOT FOUND.
 DA0402
 DA0402                          STATION RECOVERY (1999)
 DA0402
 DA0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0489 ***********************************************************************
 ES0489  DESIGNATION -  N 31
 ES0489  PID         -  ES0489
 ES0489  STATE/COUNTY-  AZ/YAVAPAI
 ES0489  USGS QUAD   -  SEDONA (1969)
 ES0489
 ES0489                         *CURRENT SURVEY CONTROL
 ES0489  ___________________________________________________________________
 ES0489* NAD 83(1986)-  34 49 45.     (N)    111 51 33.     (W)     SCALED    
 ES0489* NAVD 88     -      1230.754  (meters)    4037.90   (feet)  ADJUSTED  
 ES0489  ___________________________________________________________________
 ES0489  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ES0489  DYNAMIC HT  -        1229.187 (meters)    4032.76  (feet)  COMP
 ES0489  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 ES0489
 ES0489  VERT ORDER  -  FIRST     CLASS II
 ES0489
 ES0489.The horizontal coordinates were scaled from a topographic map and have
 ES0489.an estimated accuracy of +/- 6 seconds.
 ES0489
 ES0489.The orthometric height was determined by differential leveling
 ES0489.and adjusted in June 1991.
 ES0489
 ES0489.The geoid height was determined by GEOID03.
 ES0489
 ES0489.The dynamic height is computed by dividing the NAVD 88
 ES0489.geopotential number by the normal gravity value computed on the
 ES0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0489.degrees latitude (g = 980.6199 gals.).
 ES0489
 ES0489.The modeled gravity was interpolated from observed gravity values.
 ES0489
 ES0489;                    North         East    Units  Estimated Accuracy
 ES0489;SPC AZ C     -   424,630.      218,620.      MT  (+/- 180 meters Scaled)
 ES0489
 ES0489                          SUPERSEDED SURVEY CONTROL
 ES0489
 ES0489  NGVD 29 (??/??/92) 1229.963  (m)         4035.30   (f) ADJ UNCH    1 2
 ES0489
 ES0489.Superseded values are not recommended for survey control.
 ES0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0489.See file dsdata.txt to determine how the superseded data were derived.
 ES0489
 ES0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD214544(NAD 83)
 ES0489_MARKER: DB = BENCH MARK DISK
 ES0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0489_STAMPING: 4035.304 N 31 1933
 ES0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0489+STABILITY: SURFACE MOTION
 ES0489
 ES0489  HISTORY     - Date     Condition        Report By
 ES0489  HISTORY     - 1933     MONUMENTED       CGS
 ES0489  HISTORY     - 1969     GOOD             NGS
 ES0489
 ES0489                          STATION DESCRIPTION
 ES0489
 ES0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ES0489'7.1 MI SW FROM SEDONA.
 ES0489'IN YAVAPAI COUNTY, ABOUT 6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 79
 ES0489'FROM SEDONA, COCONINO COUNTY, ABOUT 0.1 MILE SOUTH OF A CHICKEN RANCH,
 ES0489'ABOUT 75 YARDS NORTH OF A SMALL CUT, AND ABOUT 50 FEET WEST OF THE
 ES0489'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 4035.304 N 31
 ES0489'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 ES0489'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0026 ***********************************************************************
 GP0026  DESIGNATION -  N 31
 GP0026  PID         -  GP0026
 GP0026  STATE/COUNTY-  AZ/NAVAJO
 GP0026  USGS QUAD   -  OWL SPRING (1982)
 GP0026
 GP0026                         *CURRENT SURVEY CONTROL
 GP0026  ___________________________________________________________________
 GP0026* NAD 83(1986)-  36 37 23.     (N)    110 08 18.     (W)     SCALED    
 GP0026* NAVD 88     -      1769.745  (meters)    5806.24   (feet)  ADJUSTED  
 GP0026  ___________________________________________________________________
 GP0026  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GP0026  DYNAMIC HT  -        1767.595 (meters)    5799.18  (feet)  COMP
 GP0026  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 GP0026
 GP0026  VERT ORDER  -  FIRST     CLASS II
 GP0026
 GP0026.The horizontal coordinates were scaled from a topographic map and have
 GP0026.an estimated accuracy of +/- 6 seconds.
 GP0026
 GP0026.The orthometric height was determined by differential leveling
 GP0026.and adjusted in June 1991.
 GP0026
 GP0026.The geoid height was determined by GEOID03.
 GP0026
 GP0026.The dynamic height is computed by dividing the NAVD 88
 GP0026.geopotential number by the normal gravity value computed on the
 GP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0026.degrees latitude (g = 980.6199 gals.).
 GP0026
 GP0026.The modeled gravity was interpolated from observed gravity values.
 GP0026
 GP0026;                    North         East    Units  Estimated Accuracy
 GP0026;SPC AZ E     -   623,640.      215,890.      MT  (+/- 180 meters Scaled)
 GP0026
 GP0026                          SUPERSEDED SURVEY CONTROL
 GP0026
 GP0026  NGVD 29 (??/??/92) 1768.843  (m)         5803.28   (f) ADJ UNCH    1 2
 GP0026
 GP0026.Superseded values are not recommended for survey control.
 GP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0026.See file dsdata.txt to determine how the superseded data were derived.
 GP0026
 GP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF770534(NAD 83)
 GP0026_MARKER: DB = BENCH MARK DISK
 GP0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0026_STAMPING: 5803.279 N 31 1933
 GP0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0026+STABILITY: SURFACE MOTION
 GP0026
 GP0026  HISTORY     - Date     Condition        Report By
 GP0026  HISTORY     - 1933     MONUMENTED       CGS
 GP0026  HISTORY     - 1934     GOOD             NGS
 GP0026
 GP0026                          STATION DESCRIPTION
 GP0026
 GP0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0026'10.7 MI SE FROM KAYENTA.
 GP0026'10.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0026'OFFICE AT KAYENTA, NAVAJO COUNTY, AT THE TOP OF THE FIRST TERRACE ON A
 GP0026'LONG NORTHWEST SLOPE SOUTH OF A WASH, 20 FEET NORTHEAST OF THE
 GP0026'CENTERLINE OF THE ROAD, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 GP0026'DISK, STAMPED 5803.279 N 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 GP0026'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1255 ***********************************************************************
 CZ1255  DESIGNATION -  N 310
 CZ1255  PID         -  CZ1255
 CZ1255  STATE/COUNTY-  AZ/PINAL
 CZ1255  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1255
 CZ1255                         *CURRENT SURVEY CONTROL
 CZ1255  ___________________________________________________________________
 CZ1255* NAD 83(1986)-  32 32 49.     (N)    111 56 21.     (W)     SCALED    
 CZ1255* NAVD 88     -       484.82   (+/-2cm)    1590.6    (feet)  VERTCON   
 CZ1255  ___________________________________________________________________
 CZ1255  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CZ1255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1255
 CZ1255.The horizontal coordinates were scaled from a topographic map and have
 CZ1255.an estimated accuracy of +/- 6 seconds.
 CZ1255
 CZ1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1255.The vertical order pertains to the NGVD 29 superseded value.
 CZ1255
 CZ1255.The geoid height was determined by GEOID03.
 CZ1255
 CZ1255;                    North         East    Units  Estimated Accuracy
 CZ1255;SPC AZ C     -   171,510.      211,250.      MT  (+/- 180 meters Scaled)
 CZ1255
 CZ1255                          SUPERSEDED SURVEY CONTROL
 CZ1255
 CZ1255  NGVD 29 (??/??/92)  484.224  (m)         1588.66   (f) ADJ UNCH    2 0
 CZ1255
 CZ1255.Superseded values are not recommended for survey control.
 CZ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1255.See file dsdata.txt to determine how the superseded data were derived.
 CZ1255
 CZ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118014(NAD 83)
 CZ1255_MARKER: DB = BENCH MARK DISK
 CZ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1255_STAMPING: N 310 1952
 CZ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1255+STABILITY: SURFACE MOTION
 CZ1255
 CZ1255  HISTORY     - Date     Condition        Report By
 CZ1255  HISTORY     - 1952     MONUMENTED       CGS
 CZ1255  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1255
 CZ1255                          STATION DESCRIPTION
 CZ1255
 CZ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1255'2.8 MI N FROM KOMELIH.
 CZ1255'0.6 MILE NORTHEAST ALONG THE CASA GRANDE COVERED WELLS ROAD FROM THE
 CZ1255'WINDMILL AT KOMELIH, THENCE 2.2 MILES NORTH ALONG THE OLD ABANDONED
 CZ1255'ROAD, 1.05 MILES SOUTH OF THE INTERSECTION OF THE QUAJOTE ROAD, 85
 CZ1255'FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING OF THE SOUTH ONE OF
 CZ1255'3 SMALL EVENLY SPACED WASHES WHICH CROSS THE ROAD, 30 FEET EAST OF THE
 CZ1255'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 10 FEET WEST OF THE
 CZ1255'APPROXIMATE CENTER OF A SMALL WASH WHICH RUNS PARALLEL WITH THE ROAD,
 CZ1255'3.2 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1255'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ1255
 CZ1255                          STATION RECOVERY (1963)
 CZ1255
 CZ1255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0292 ***********************************************************************
 DA0292  DESIGNATION -  N 311
 DA0292  PID         -  DA0292
 DA0292  STATE/COUNTY-  AZ/PIMA
 DA0292  USGS QUAD   -  VENTANA (1990)
 DA0292
 DA0292                         *CURRENT SURVEY CONTROL
 DA0292  ___________________________________________________________________
 DA0292* NAD 83(1986)-  32 27 50.     (N)    112 14 00.     (W)     SCALED    
 DA0292* NAVD 88     -       689.41   (+/-2cm)    2261.8    (feet)  VERTCON   
 DA0292  ___________________________________________________________________
 DA0292  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0292
 DA0292.The horizontal coordinates were scaled from a topographic map and have
 DA0292.an estimated accuracy of +/- 6 seconds.
 DA0292
 DA0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0292.The vertical order pertains to the NGVD 29 superseded value.
 DA0292
 DA0292.The geoid height was determined by GEOID03.
 DA0292
 DA0292;                    North         East    Units  Estimated Accuracy
 DA0292;SPC AZ C     -   162,350.      183,590.      MT  (+/- 180 meters Scaled)
 DA0292
 DA0292                          SUPERSEDED SURVEY CONTROL
 DA0292
 DA0292  NGVD 29 (??/??/92)  688.722  (m)         2259.58   (f) ADJ UNCH    2 0
 DA0292
 DA0292.Superseded values are not recommended for survey control.
 DA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0292.See file dsdata.txt to determine how the superseded data were derived.
 DA0292
 DA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA840925(NAD 83)
 DA0292_MARKER: DB = BENCH MARK DISK
 DA0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0292_STAMPING: N 311 1952
 DA0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0292+STABILITY: SURFACE MOTION
 DA0292
 DA0292  HISTORY     - Date     Condition        Report By
 DA0292  HISTORY     - 1952     MONUMENTED       CGS
 DA0292  HISTORY     - 1961     GOOD             NGS
 DA0292
 DA0292                          STATION DESCRIPTION
 DA0292
 DA0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0292'0.6 MI E FROM VENTANA.
 DA0292'0.6 MILE EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA, AT A
 DA0292'SMALL CLEARING, ABOUT 80 YARDS EAST NORTHEAST OF A LONE GIANT SAGUARO,
 DA0292'52.7 FEET SOUTH OF AND ACROSS THE ROAD FROM N311 RM(USGS), 36 FEET
 DA0292'SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 15 FEET
 DA0292'SOUTH OF THE CENTER LINE OF A SMALL SANDY WASH, 2.5 FEET EAST OF A
 DA0292'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0292'FOOT ABOVE THE GROUND.
 DA0292
 DA0292                          STATION RECOVERY (1961)
 DA0292
 DA0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DA0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0293 ***********************************************************************
 DA0293  DESIGNATION -  N 311 RM
 DA0293  PID         -  DA0293
 DA0293  STATE/COUNTY-  AZ/PIMA
 DA0293  USGS QUAD   -  VENTANA (1990)
 DA0293
 DA0293                         *CURRENT SURVEY CONTROL
 DA0293  ___________________________________________________________________
 DA0293* NAD 83(1986)-  32 27 52.     (N)    112 14 01.     (W)     SCALED    
 DA0293* NAVD 88     -       689.52   (+/-2cm)    2262.2    (feet)  VERTCON   
 DA0293  ___________________________________________________________________
 DA0293  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0293
 DA0293.The horizontal coordinates were scaled from a topographic map and have
 DA0293.an estimated accuracy of +/- 6 seconds.
 DA0293
 DA0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0293.The vertical order pertains to the NGVD 29 superseded value.
 DA0293
 DA0293.The geoid height was determined by GEOID03.
 DA0293
 DA0293;                    North         East    Units  Estimated Accuracy
 DA0293;SPC AZ C     -   162,410.      183,570.      MT  (+/- 180 meters Scaled)
 DA0293
 DA0293                          SUPERSEDED SURVEY CONTROL
 DA0293
 DA0293  NGVD 29 (??/??/92)  688.832  (m)         2259.94   (f) ADJ UNCH    2 0
 DA0293
 DA0293.Superseded values are not recommended for survey control.
 DA0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0293.See file dsdata.txt to determine how the superseded data were derived.
 DA0293
 DA0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA840925(NAD 83)
 DA0293_MARKER: B = BOLT
 DA0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0293+STABILITY: SURFACE MOTION
 DA0293
 DA0293  HISTORY     - Date     Condition        Report By
 DA0293  HISTORY     - UNK      MONUMENTED       USGS
 DA0293  HISTORY     - 1952     GOOD             NGS
 DA0293
 DA0293                          STATION DESCRIPTION
 DA0293
 DA0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0293'0.6 MI E FROM VENTANA.
 DA0293'SAME DESCRIPTION TO REACH AS B.M. N311, 52.7 FEET NORTH AND ACROSS THE
 DA0293'ROAD FROM N311, 17 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL
 DA0293'WITH THE ROAD, 6.4 FEET SOUTH OF A 4 1/2 FEET HIGH WOODEN POST, AND
 DA0293'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0293'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0104 ***********************************************************************
 CZ0104  DESIGNATION -  N 312
 CZ0104  PID         -  CZ0104
 CZ0104  STATE/COUNTY-  AZ/PIMA
 CZ0104  USGS QUAD   -  VAIL (1981)
 CZ0104
 CZ0104                         *CURRENT SURVEY CONTROL
 CZ0104  ___________________________________________________________________
 CZ0104* NAD 83(1986)-  32 02 06.     (N)    110 40 51.     (W)     SCALED    
 CZ0104* NAVD 88     -       984.21   (+/-2cm)    3229.0    (feet)  VERTCON   
 CZ0104  ___________________________________________________________________
 CZ0104  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CZ0104  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0104
 CZ0104.The horizontal coordinates were scaled from a topographic map and have
 CZ0104.an estimated accuracy of +/- 6 seconds.
 CZ0104
 CZ0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0104.The vertical order pertains to the NGVD 29 superseded value.
 CZ0104
 CZ0104.The geoid height was determined by GEOID03.
 CZ0104
 CZ0104;                    North         East    Units  Estimated Accuracy
 CZ0104;SPC AZ C     -   115,420.      330,090.      MT  (+/- 180 meters Scaled)
 CZ0104
 CZ0104                          SUPERSEDED SURVEY CONTROL
 CZ0104
 CZ0104  NGVD 29 (??/??/92)  983.483  (m)         3226.64   (f) ADJ UNCH    1 2
 CZ0104
 CZ0104.Superseded values are not recommended for survey control.
 CZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0104.See file dsdata.txt to determine how the superseded data were derived.
 CZ0104
 CZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA301443(NAD 83)
 CZ0104_MARKER: DB = BENCH MARK DISK
 CZ0104_SETTING: 80 = SET IN A BOULDER
 CZ0104_SP_SET: BOULDER
 CZ0104_STAMPING: N 312 1952
 CZ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0104+STABILITY: SURFACE MOTION
 CZ0104
 CZ0104  HISTORY     - Date     Condition        Report By
 CZ0104  HISTORY     - 1952     MONUMENTED       CGS
 CZ0104  HISTORY     - 1976     MARK NOT FOUND   USGS
 CZ0104
 CZ0104                          STATION DESCRIPTION
 CZ0104
 CZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0104'2.0 MI SE FROM VAIL.
 CZ0104'2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0104'RAILROAD STATION AT VAIL, 0.35 MILE SOUTHEAST OF MILE POLE 1005, AT
 CZ0104'CULVERT NUMBER 1005.34, ON TOP OF A 3 BY 3 FOOT EMBEDDED BOULDER
 CZ0104'PROJECTING 1 FOOT ABOVE THE GROUND, AT THE NORTHWEST END OF A LOW CUT,
 CZ0104'47.0 FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST BOARD HEADWALL
 CZ0104'CULVERT, 33.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 44.7 FEET
 CZ0104'NORTHWEST OF A TELEGRAPH POLE, 17.0 FEET NORTHEAST OF THE SOUTHWEST
 CZ0104'RIGHT-OF-WAY FENCE, 0.4 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF
 CZ0104'BOULDER AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 CZ0104
 CZ0104                          STATION RECOVERY (1976)
 CZ0104
 CZ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CZ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0436 ***********************************************************************
 ES0436  DESIGNATION -  N 313
 ES0436  PID         -  ES0436
 ES0436  STATE/COUNTY-  AZ/YAVAPAI
 ES0436  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0436
 ES0436                         *CURRENT SURVEY CONTROL
 ES0436  ___________________________________________________________________
 ES0436* NAD 83(1986)-  34 12 12.     (N)    111 52 53.     (W)     SCALED    
 ES0436* NAVD 88     -      1249.26   (+/-2cm)    4098.6    (feet)  VERTCON   
 ES0436  ___________________________________________________________________
 ES0436  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 ES0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0436
 ES0436.The horizontal coordinates were scaled from a topographic map and have
 ES0436.an estimated accuracy of +/- 6 seconds.
 ES0436
 ES0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0436.The vertical order pertains to the NGVD 29 superseded value.
 ES0436
 ES0436.The geoid height was determined by GEOID03.
 ES0436
 ES0436;                    North         East    Units  Estimated Accuracy
 ES0436;SPC AZ C     -   355,210.      216,610.      MT  (+/- 180 meters Scaled)
 ES0436
 ES0436                          SUPERSEDED SURVEY CONTROL
 ES0436
 ES0436  NGVD 29 (??/??/92) 1248.537  (m)         4096.24   (f) ADJ UNCH    2 0
 ES0436
 ES0436.Superseded values are not recommended for survey control.
 ES0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0436.See file dsdata.txt to determine how the superseded data were derived.
 ES0436
 ES0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC187850(NAD 83)
 ES0436_MARKER: DB = BENCH MARK DISK
 ES0436_SETTING: 66 = SET IN ROCK OUTCROP
 ES0436_SP_SET: OUTCROP
 ES0436_STAMPING: N 313 1952
 ES0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0436+STABILITY: POSITION/ELEVATION WELL
 ES0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0436+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 ES0436
 ES0436  HISTORY     - Date     Condition        Report By
 ES0436  HISTORY     - 1952     MONUMENTED       CGS
 ES0436  HISTORY     - 20080428 GOOD             GEOCAC
 ES0436
 ES0436                          STATION DESCRIPTION
 ES0436
 ES0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0436'23.7 MI SE FROM CORDES.
 ES0436'23.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0436'CORDES, 0.2 MILE NORTHWEST UPGRADE FROM A WASH CROSSING, ON THE CREST
 ES0436'OF THE EAST SLOPE OF A RIDGE, IN TOP OF A FLAT 3-FOOT BY 5-FOOT
 ES0436'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 95 FEET NORTHEAST OF THE
 ES0436'CENTER LINE OF THE ROAD AT A SMALL WASH CROSSING, 36 FEET NORTH OF THE
 ES0436'CENTER LINE OF AND ABOUT 4 FEET HIGHER THAN THE ROAD, 13 FEET EAST OF
 ES0436'A STUBBY 2 - FOOT JUNIPER TREE, AND 0.7 FOOT NORTH OF THE SOUTH EDGE
 ES0436'OF AN OUTCROP.
 ES0436
 ES0436                          STATION RECOVERY (2008)
 ES0436
 ES0436'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0374 ***********************************************************************
 ES0374  DESIGNATION -  N 314
 ES0374  PID         -  ES0374
 ES0374  STATE/COUNTY-  AZ/YAVAPAI
 ES0374  USGS QUAD   -  TULE MESA (1967)
 ES0374
 ES0374                         *CURRENT SURVEY CONTROL
 ES0374  ___________________________________________________________________
 ES0374* NAD 83(1986)-  34 21 52.     (N)    111 48 58.     (W)     SCALED    
 ES0374* NAVD 88     -      1971.72   (+/-2cm)    6468.9    (feet)  VERTCON   
 ES0374  ___________________________________________________________________
 ES0374  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 ES0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0374
 ES0374.The horizontal coordinates were scaled from a topographic map and have
 ES0374.an estimated accuracy of +/- 6 seconds.
 ES0374
 ES0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0374.The vertical order pertains to the NGVD 29 superseded value.
 ES0374
 ES0374.The geoid height was determined by GEOID03.
 ES0374
 ES0374;                    North         East    Units  Estimated Accuracy
 ES0374;SPC AZ C     -   373,080.      222,610.      MT  (+/- 180 meters Scaled)
 ES0374
 ES0374                          SUPERSEDED SURVEY CONTROL
 ES0374
 ES0374  NGVD 29 (??/??/92) 1970.933  (m)         6466.30   (f) ADJ UNCH    2 0
 ES0374
 ES0374.Superseded values are not recommended for survey control.
 ES0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0374.See file dsdata.txt to determine how the superseded data were derived.
 ES0374
 ES0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD249028(NAD 83)
 ES0374_MARKER: DB = BENCH MARK DISK
 ES0374_SETTING: 66 = SET IN ROCK OUTCROP
 ES0374_SP_SET: OUTCROP
 ES0374_STAMPING: N 314 1952
 ES0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0374+STABILITY: POSITION/ELEVATION WELL
 ES0374
 ES0374  HISTORY     - Date     Condition        Report By
 ES0374  HISTORY     - 1952     MONUMENTED       CGS
 ES0374
 ES0374                          STATION DESCRIPTION
 ES0374
 ES0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0374'11.8 MI E FROM DUGAS.
 ES0374'11.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, ABOUT 95
 ES0374'YARDS SOUTHEAST OF THE NORTHEAST END OF A CURVE, ON THE SOUTHWEST
 ES0374'SLOPE OF A HILL, IN TOP OF A 4-FOOT BY 3-FOOT OUTCROP PROJECTING 1
 ES0374'FOOT ABOVE THE GROUND, 20 FEET NORTHEAST OF AND ABOUT 2 FEET HIGHER
 ES0374'THAN THE ROAD, 18 1/2 FEET SOUTHEAST OF A 1-FOOT JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0528 ***********************************************************************
 ET0528  DESIGNATION -  N 315
 ET0528  PID         -  ET0528
 ET0528  STATE/COUNTY-  AZ/YAVAPAI
 ET0528  USGS QUAD   -  SKULL VALLEY (1979)
 ET0528
 ET0528                         *CURRENT SURVEY CONTROL
 ET0528  ___________________________________________________________________
 ET0528* NAD 83(1986)-  34 35 55.     (N)    112 40 14.     (W)     SCALED    
 ET0528* NAVD 88     -      1470.420  (meters)    4824.20   (feet)  POSTED    
 ET0528  ___________________________________________________________________
 ET0528  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 ET0528  DYNAMIC HT  -        1468.460 (meters)    4817.77  (feet)  COMP
 ET0528  MODELED GRAV-     979,250.5   (mgal)                       NAVD 88
 ET0528
 ET0528  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0528
 ET0528.The horizontal coordinates were scaled from a topographic map and have
 ET0528.an estimated accuracy of +/- 6 seconds.
 ET0528
 ET0528.The orthometric height was determined by differential leveling
 ET0528.and adjusted in November 2005.
 ET0528.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0528.rate of 0.0 thru 1.0 mm/km.
 ET0528
 ET0528.The geoid height was determined by GEOID03.
 ET0528
 ET0528.The dynamic height is computed by dividing the NAVD 88
 ET0528.geopotential number by the normal gravity value computed on the
 ET0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0528.degrees latitude (g = 980.6199 gals.).
 ET0528
 ET0528.The modeled gravity was interpolated from observed gravity values.
 ET0528
 ET0528;                    North         East    Units  Estimated Accuracy
 ET0528;SPC AZ C     -   399,310.      144,210.      MT  (+/- 180 meters Scaled)
 ET0528
 ET0528                          SUPERSEDED SURVEY CONTROL
 ET0528
 ET0528  NGVD 29 (??/??/92) 1469.589  (m)         4821.48   (f) ADJ UNCH    2 0
 ET0528
 ET0528.Superseded values are not recommended for survey control.
 ET0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0528.See file dsdata.txt to determine how the superseded data were derived.
 ET0528
 ET0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD468298(NAD 83)
 ET0528_MARKER: DB = BENCH MARK DISK
 ET0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0528_STAMPING: N 315 1952
 ET0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0528+STABILITY: SURFACE MOTION
 ET0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0528+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0528
 ET0528  HISTORY     - Date     Condition        Report By
 ET0528  HISTORY     - 1952     MONUMENTED       CGS
 ET0528  HISTORY     - 1974     GOOD             USGS
 ET0528  HISTORY     - 20090122 GOOD             GEOCAC
 ET0528
 ET0528                          STATION DESCRIPTION
 ET0528
 ET0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0528'7.4 MI N FROM SKULL VALLEY.
 ET0528'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0528'POST OFFICE AT SKULL VALLEY, THENCE 2.8 MILES NORTH ALONG A GRADED
 ET0528'COUNTY ROAD, AT THE SUMMIT OF A SMALL GRADE, 0.5 MILE NORTH OF A
 ET0528'CATTLE GUARD, AT THE ENTRANCE TO PRESCOTT NATIONAL FOREST, 0.2 MILE
 ET0528'SOUTH OF A ROAD JUNCTION TO TONTON BANGER STATION, 129 FEET WEST OF
 ET0528'AND ACROSS THE ROAD FROM A LONE 16-INCH CEDAR TREE, 31 FEET WEST OF
 ET0528'THE CENTER LINE OF THE ROAD, 2.2 FEET EAST OF A WITNESS POST, ABOUT 1
 ET0528'FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.5
 ET0528'FOOT ABOVE THE GROUND.
 ET0528
 ET0528                          STATION RECOVERY (1974)
 ET0528
 ET0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0528'RECOVERED IN GOOD CONDITION.
 ET0528
 ET0528                          STATION RECOVERY (2009)
 ET0528
 ET0528'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0317 ***********************************************************************
 ET0317  DESIGNATION -  N 316
 ET0317  PID         -  ET0317
 ET0317  STATE/COUNTY-  AZ/YAVAPAI
 ET0317  USGS QUAD   -  ESTLER PEAK (1974)
 ET0317
 ET0317                         *CURRENT SURVEY CONTROL
 ET0317  ___________________________________________________________________
 ET0317* NAD 83(1986)-  34 23 28.     (N)    112 02 14.     (W)     SCALED    
 ET0317* NAVD 88     -      1235.15   (+/-2cm)    4052.3    (feet)  VERTCON   
 ET0317  ___________________________________________________________________
 ET0317  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 ET0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0317
 ET0317.The horizontal coordinates were scaled from a topographic map and have
 ET0317.an estimated accuracy of +/- 6 seconds.
 ET0317
 ET0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0317.The vertical order pertains to the NGVD 29 superseded value.
 ET0317
 ET0317.The geoid height was determined by GEOID03.
 ET0317
 ET0317;                    North         East    Units  Estimated Accuracy
 ET0317;SPC AZ C     -   376,040.      202,280.      MT  (+/- 180 meters Scaled)
 ET0317
 ET0317                          SUPERSEDED SURVEY CONTROL
 ET0317
 ET0317  NGVD 29 (??/??/92) 1234.439  (m)         4049.99   (f) ADJ UNCH    2 0
 ET0317
 ET0317.Superseded values are not recommended for survey control.
 ET0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0317.See file dsdata.txt to determine how the superseded data were derived.
 ET0317
 ET0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD046060(NAD 83)
 ET0317_MARKER: DB = BENCH MARK DISK
 ET0317_SETTING: 80 = SET IN A BOULDER
 ET0317_SP_SET: BOULDER
 ET0317_STAMPING: N 316 1952
 ET0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0317+STABILITY: SURFACE MOTION
 ET0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0317+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ET0317
 ET0317  HISTORY     - Date     Condition        Report By
 ET0317  HISTORY     - 1952     MONUMENTED       CGS
 ET0317  HISTORY     - 1974     GOOD             USGS
 ET0317  HISTORY     - 20080613 GOOD             GEOCAC
 ET0317  HISTORY     - 20080816 GOOD             GEOCAC
 ET0317
 ET0317                          STATION DESCRIPTION
 ET0317
 ET0317'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0317'4.6 MI W FROM DUGAS.
 ET0317'4.6 MILES WEST ALONG THE DUGAS ROAD FROM DUGAS, 525 WEST OF A POWER
 ET0317'LINE CROSSING, IN TOP OF A 4-FOOT BY 6 1/2-FOOT BOULDER, AT THE TOP OF
 ET0317'A SMALL HILL, 265 FEET SW OF THE POWERLINE, 203 FEET NW OF THE ROAD.
 ET0317'NOTE-- THE TELEPHONE LINE MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 ET0317'BEEN REMOVED.
 ET0317
 ET0317                          STATION RECOVERY (2008)
 ET0317
 ET0317'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0317'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0317'THE DESCRIPTION - THE POWER LINE HAS BEEN MOVED AND THE MARK IS 4.2
 ET0317'FEET SOUTH OF A WITNESS POST. HANDHELD COORDINATES
 ET0317'34 23 29.0 (N)   112 02 14.2 (W)  (NAD 83).
 ET0317' 
 ET0317'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF INTERSTATE 17
 ET0317'AND DUGAS ROAD, TAKE DUGAS ROAD SOUTHEAST FOR 2.6 MILES TO THE STATION
 ET0317'ON THE LEFT.
 ET0317
 ET0317                          STATION RECOVERY (2008)
 ET0317
 ET0317'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0317'GPSR COORDINATES (NAD 83) N34 23.432 W112 02.927
 ET0317'3,870 FT ASL
 ET0317' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0093 ***********************************************************************
 CZ0093  DESIGNATION -  N 317
 CZ0093  PID         -  CZ0093
 CZ0093  STATE/COUNTY-  AZ/PIMA
 CZ0093  USGS QUAD   -  TUCSON SE (1992)
 CZ0093
 CZ0093                         *CURRENT SURVEY CONTROL
 CZ0093  ___________________________________________________________________
 CZ0093* NAD 83(1986)-  32 05 09.     (N)    110 46 47.     (W)     SCALED    
 CZ0093* NAVD 88     -       912.08   (+/-2cm)    2992.4    (feet)  VERTCON   
 CZ0093  ___________________________________________________________________
 CZ0093  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CZ0093  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0093
 CZ0093.The horizontal coordinates were scaled from a topographic map and have
 CZ0093.an estimated accuracy of +/- 6 seconds.
 CZ0093
 CZ0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0093.The vertical order pertains to the NGVD 29 superseded value.
 CZ0093
 CZ0093.The geoid height was determined by GEOID03.
 CZ0093
 CZ0093;                    North         East    Units  Estimated Accuracy
 CZ0093;SPC AZ C     -   120,950.      320,690.      MT  (+/- 180 meters Scaled)
 CZ0093
 CZ0093                          SUPERSEDED SURVEY CONTROL
 CZ0093
 CZ0093  NGVD 29 (??/??/92)  911.382  (m)         2990.09   (f) ADJ UNCH    1 2
 CZ0093
 CZ0093.Superseded values are not recommended for survey control.
 CZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0093.See file dsdata.txt to determine how the superseded data were derived.
 CZ0093
 CZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA207499(NAD 83)
 CZ0093_MARKER: DB = BENCH MARK DISK
 CZ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0093_STAMPING: N 317 1952
 CZ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0093+STABILITY: SURFACE MOTION
 CZ0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0093+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2003
 CZ0093
 CZ0093  HISTORY     - Date     Condition        Report By
 CZ0093  HISTORY     - 1952     MONUMENTED       CGS
 CZ0093  HISTORY     - 20031214 GOOD             GEOCAC
 CZ0093
 CZ0093                          STATION DESCRIPTION
 CZ0093
 CZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0093'4.9 MI NW FROM VAIL.
 CZ0093'4.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0093'STATION AT VAIL, 1.1 MILES SOUTHEAST OF THE SOUTHERN PACIFIC COMPANY
 CZ0093'WATER TANK AT RITA, EAST OF AND ACROSS THE TRACKS FROM MILE POST 999,
 CZ0093'82.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.7 FEET NORTHWEST OF THE
 CZ0093'WITNESS POST, 1.6 FEET SOUTHWEST OF A FENCE AND SET IN A CONCRETE POST
 CZ0093'PROJECTING 0.5 FEET AND ABOUT 7 FEET LOWER THAN THE RAILROAD TRACK.
 CZ0093
 CZ0093                          STATION RECOVERY (2003)
 CZ0093
 CZ0093'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0887 ***********************************************************************
 CZ0887  DESIGNATION -  N 318
 CZ0887  PID         -  CZ0887
 CZ0887  STATE/COUNTY-  AZ/PIMA
 CZ0887  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0887
 CZ0887                         *CURRENT SURVEY CONTROL
 CZ0887  ___________________________________________________________________
 CZ0887* NAD 83(1986)-  32 21 56.     (N)    111 47 21.     (W)     SCALED    
 CZ0887* NAVD 88     -       572.52   (+/-2cm)    1878.3    (feet)  VERTCON   
 CZ0887  ___________________________________________________________________
 CZ0887  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0887
 CZ0887.The horizontal coordinates were scaled from a topographic map and have
 CZ0887.an estimated accuracy of +/- 6 seconds.
 CZ0887
 CZ0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0887.The vertical order pertains to the NGVD 29 superseded value.
 CZ0887
 CZ0887.The geoid height was determined by GEOID03.
 CZ0887
 CZ0887;                    North         East    Units  Estimated Accuracy
 CZ0887;SPC AZ C     -   151,410.      225,360.      MT  (+/- 180 meters Scaled)
 CZ0887
 CZ0887                          SUPERSEDED SURVEY CONTROL
 CZ0887
 CZ0887  NGVD 29 (??/??/92)  571.940  (m)         1876.44   (f) ADJ UNCH    2 0
 CZ0887
 CZ0887.Superseded values are not recommended for survey control.
 CZ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0887.See file dsdata.txt to determine how the superseded data were derived.
 CZ0887
 CZ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA257812(NAD 83)
 CZ0887_MARKER: DB = BENCH MARK DISK
 CZ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0887_STAMPING: N 318 1952
 CZ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0887+STABILITY: SURFACE MOTION
 CZ0887
 CZ0887  HISTORY     - Date     Condition        Report By
 CZ0887  HISTORY     - 1952     MONUMENTED       CGS
 CZ0887
 CZ0887                          STATION DESCRIPTION
 CZ0887
 CZ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0887'18.65 MI NE FROM SANTA ROSA.
 CZ0887'15.25 MILES EAST OF SANTA ROSA, THENCE 3.4 MILES NORTH ALONG A TRACK
 CZ0887'ROAD, AT A SMALL CLEARING, AT A FLAT COVERED WITH GREASEWOOD AND
 CZ0887'MESQUITE TREES, ABOUT 0.6 MILE SOUTH OF A LARGE GATE AT A FENCE LINE,
 CZ0887'33 FEET NORTH OF THE CENTER OF A SMALL SANDY WASH, 13 FEET EAST OF THE
 CZ0887'CENTER LINE OF A TRACK ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND SET
 CZ0887'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND,
 CZ0887'AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1000 ***********************************************************************
 CZ1000  DESIGNATION -  N 319
 CZ1000  PID         -  CZ1000
 CZ1000  STATE/COUNTY-  AZ/PINAL
 CZ1000  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1000
 CZ1000                         *CURRENT SURVEY CONTROL
 CZ1000  ___________________________________________________________________
 CZ1000* NAD 83(1986)-  32 55 25.     (N)    111 45 22.     (W)     SCALED    
 CZ1000* NAVD 88     -       423.66   (+/-2cm)    1390.0    (feet)  VERTCON   
 CZ1000  ___________________________________________________________________
 CZ1000  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1000  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1000
 CZ1000.The horizontal coordinates were scaled from a topographic map and have
 CZ1000.an estimated accuracy of +/- 6 seconds.
 CZ1000
 CZ1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1000.The vertical order pertains to the NGVD 29 superseded value.
 CZ1000
 CZ1000.The geoid height was determined by GEOID03.
 CZ1000
 CZ1000;                    North         East    Units  Estimated Accuracy
 CZ1000;SPC AZ C     -   213,290.      228,380.      MT  (+/- 180 meters Scaled)
 CZ1000
 CZ1000                          SUPERSEDED SURVEY CONTROL
 CZ1000
 CZ1000  NGVD 29 (??/??/92)  423.085  (m)         1388.07   (f) ADJ UNCH    1 2
 CZ1000
 CZ1000.Superseded values are not recommended for survey control.
 CZ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1000.See file dsdata.txt to determine how the superseded data were derived.
 CZ1000
 CZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB293430(NAD 83)
 CZ1000_MARKER: DB = BENCH MARK DISK
 CZ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1000_STAMPING: N 319 1952
 CZ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1000+STABILITY: SURFACE MOTION
 CZ1000
 CZ1000  HISTORY     - Date     Condition        Report By
 CZ1000  HISTORY     - 1952     MONUMENTED       CGS
 CZ1000  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1000  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1000  HISTORY     - 20061106 MARK NOT FOUND   GEOCAC
 CZ1000
 CZ1000                          STATION DESCRIPTION
 CZ1000
 CZ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1000'3.4 MI N FROM CASA GRANDE.
 CZ1000'3.4 MILES NORTH ALONG STATE HIGHWAY 187 FROM THE SOUTHERN PACIFIC CO.
 CZ1000'RAILROAD STEEL WATER TANK AT CASA GRANDE, AT THE T JUNCTION OF A
 CZ1000'GRADED ROAD LEADING EAST, AT A FENCE CORNER, 74.0 FEET EAST OF THE
 CZ1000'CENTER LINE OF THE HIGHWAY, 49.6 FEET EAST OF A CONCRETE MILEPOST 181,
 CZ1000'31 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD, 4.3 FEET NORTH OF
 CZ1000'THE FENCE CORNER POST, 2.2 FEET SOUTH OF THE WITNESS POST, ABOUT LEVEL
 CZ1000'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ1000'FOOT ABOVE THE GROUND.
 CZ1000
 CZ1000                          STATION RECOVERY (1980)
 CZ1000
 CZ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1000'MARK PRESUMED DESTROYED SINCE MARK WAS RESET IN 1972.
 CZ1000
 CZ1000                          STATION RECOVERY (1980)
 CZ1000
 CZ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1000'MARK PRESUMED DESTROYED SINCE MARK WAS RESET IN 1972.
 CZ1000
 CZ1000                          STATION RECOVERY (2006)
 CZ1000
 CZ1000'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1000'NO EVIDENCE OF THE MARK LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1001 ***********************************************************************
 CZ1001  DESIGNATION -  N 319 RESET
 CZ1001  PID         -  CZ1001
 CZ1001  STATE/COUNTY-  AZ/PINAL
 CZ1001  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1001
 CZ1001                         *CURRENT SURVEY CONTROL
 CZ1001  ___________________________________________________________________
 CZ1001* NAD 83(1986)-  32 55 25.     (N)    111 45 27.     (W)     SCALED    
 CZ1001* NAVD 88     -       423.70   (+/-2cm)    1390.1    (feet)  VERTCON   
 CZ1001  ___________________________________________________________________
 CZ1001  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1001  VERT ORDER  -  THIRD (See Below)
 CZ1001
 CZ1001.The horizontal coordinates were scaled from a topographic map and have
 CZ1001.an estimated accuracy of +/- 6 seconds.
 CZ1001
 CZ1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1001.The vertical order pertains to the NGVD 29 superseded value.
 CZ1001
 CZ1001.The geoid height was determined by GEOID03.
 CZ1001
 CZ1001;                    North         East    Units  Estimated Accuracy
 CZ1001;SPC AZ C     -   213,290.      228,250.      MT  (+/- 180 meters Scaled)
 CZ1001
 CZ1001                          SUPERSEDED SURVEY CONTROL
 CZ1001
 CZ1001  NGVD 29 (03/28/06)  423.12   (m)         1388.2    (f) RESET       3  
 CZ1001
 CZ1001.Superseded values are not recommended for survey control.
 CZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1001.See file dsdata.txt to determine how the superseded data were derived.
 CZ1001
 CZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291430(NAD 83)
 CZ1001_MARKER: DB = BENCH MARK DISK
 CZ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1001_STAMPING: N 319 RESET 1972
 CZ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1001+STABILITY: SURFACE MOTION
 CZ1001
 CZ1001  HISTORY     - Date     Condition        Report By
 CZ1001  HISTORY     - 1972     MONUMENTED       NGS
 CZ1001  HISTORY     - 1980     GOOD             NGS
 CZ1001  HISTORY     - 1980     GOOD             NGS
 CZ1001  HISTORY     - 20061106 MARK NOT FOUND   GEOCAC
 CZ1001
 CZ1001                          STATION DESCRIPTION
 CZ1001
 CZ1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CZ1001'3.1 MI N FROM CASA GRANDE.
 CZ1001'3.1 MILES NORTH ALONG PINAL AVENUE (STATE HWY 93) FROM INTERSECTION OF
 CZ1001'SECOND STREET IN CASA GRANDE TO WEST RODEO ROAD, THENCE 0.05 MILE EAST
 CZ1001'ALONG WEST RODEO ROAD TO THE MARK ON RIGHT.  28 FEET SOUTH OF THE
 CZ1001'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH
 CZ1001'OF A WITNESS POST AND SIGN.  A 12 INCH CONCRETE MONUMENT WHICH
 CZ1001'PROJECTS 5 INCHES.
 CZ1001
 CZ1001                          STATION RECOVERY (1980)
 CZ1001
 CZ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1001'RECOVERED IN GOOD CONDITION.
 CZ1001
 CZ1001                          STATION RECOVERY (1980)
 CZ1001
 CZ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1001'RECOVERED IN GOOD CONDITION.
 CZ1001
 CZ1001                          STATION RECOVERY (2006)
 CZ1001
 CZ1001'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1001'MARK NOT RECOVERED. TWENTY-EIGHT FEET SOUTH OF THE CENTERLINE IS ABOUT
 CZ1001'THE MIDDLE OF THE NEW SIDEWALK. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0121 ***********************************************************************
 GO0121  DESIGNATION -  N 32
 GO0121  PID         -  GO0121
 GO0121  STATE/COUNTY-  AZ/APACHE
 GO0121  USGS QUAD   -  WINDY VALLEY (1968)
 GO0121
 GO0121                         *CURRENT SURVEY CONTROL
 GO0121  ___________________________________________________________________
 GO0121* NAD 83(1986)-  36 22 59.     (N)    109 39 40.     (W)     SCALED    
 GO0121* NAVD 88     -      1657.040  (meters)    5436.47   (feet)  ADJUSTED  
 GO0121  ___________________________________________________________________
 GO0121  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GO0121  DYNAMIC HT  -        1654.984 (meters)    5429.73  (feet)  COMP
 GO0121  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 GO0121
 GO0121  VERT ORDER  -  FIRST     CLASS II
 GO0121
 GO0121.The horizontal coordinates were scaled from a topographic map and have
 GO0121.an estimated accuracy of +/- 6 seconds.
 GO0121
 GO0121.The orthometric height was determined by differential leveling
 GO0121.and adjusted in June 1991.
 GO0121
 GO0121.The geoid height was determined by GEOID03.
 GO0121
 GO0121.The dynamic height is computed by dividing the NAVD 88
 GO0121.geopotential number by the normal gravity value computed on the
 GO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0121.degrees latitude (g = 980.6199 gals.).
 GO0121
 GO0121.The modeled gravity was interpolated from observed gravity values.
 GO0121
 GO0121;                    North         East    Units  Estimated Accuracy
 GO0121;SPC AZ E     -   597,130.      258,720.      MT  (+/- 180 meters Scaled)
 GO0121
 GO0121                          SUPERSEDED SURVEY CONTROL
 GO0121
 GO0121  NGVD 29 (??/??/92) 1656.156  (m)         5433.57   (f) ADJ UNCH    1 2
 GO0121
 GO0121.Superseded values are not recommended for survey control.
 GO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0121.See file dsdata.txt to determine how the superseded data were derived.
 GO0121
 GO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF200272(NAD 83)
 GO0121_MARKER: DB = BENCH MARK DISK
 GO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0121_STAMPING: N 32 1933
 GO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0121+STABILITY: SURFACE MOTION
 GO0121
 GO0121  HISTORY     - Date     Condition        Report By
 GO0121  HISTORY     - 1933     MONUMENTED       CGS
 GO0121  HISTORY     - 1934     GOOD             NGS
 GO0121  HISTORY     - 1968     GOOD             UTU
 GO0121
 GO0121                          STATION DESCRIPTION
 GO0121
 GO0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0121'20.9 MI NW FROM CHIN LEE.
 GO0121'20.9 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0121'ROAD, 12.1 MILES EAST OF THE WEST ROAD JUNCTION TO ROUGH ROCK SPRINGS,
 GO0121'SET AT THE FIRST RISE EAST OF A PLAIN, 13 FEET NORTH OF THE CENTERLINE
 GO0121'OF A ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST LEVEL
 GO0121'WITH THE GROUND.
 GO0121
 GO0121                          STATION RECOVERY (1968)
 GO0121
 GO0121'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0753 ***********************************************************************
 DA0753  DESIGNATION -  N 320
 DA0753  PID         -  DA0753
 DA0753  STATE/COUNTY-  AZ/MARICOPA
 DA0753  USGS QUAD   -  SENTINEL NE (1986)
 DA0753
 DA0753                         *CURRENT SURVEY CONTROL
 DA0753  ___________________________________________________________________
 DA0753* NAD 83(1986)-  32 52 51.     (N)    113 03 49.     (W)     SCALED    
 DA0753* NAVD 88     -       230.784  (meters)     757.16   (feet)  ADJUSTED  
 DA0753  ___________________________________________________________________
 DA0753  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0753  DYNAMIC HT  -         230.517 (meters)     756.29  (feet)  COMP
 DA0753  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 DA0753
 DA0753  VERT ORDER  -  FIRST     CLASS II
 DA0753
 DA0753.The horizontal coordinates were scaled from a topographic map and have
 DA0753.an estimated accuracy of +/- 6 seconds.
 DA0753
 DA0753.The orthometric height was determined by differential leveling
 DA0753.and adjusted in June 1991.
 DA0753
 DA0753.The geoid height was determined by GEOID03.
 DA0753
 DA0753.The dynamic height is computed by dividing the NAVD 88
 DA0753.geopotential number by the normal gravity value computed on the
 DA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0753.degrees latitude (g = 980.6199 gals.).
 DA0753
 DA0753.The modeled gravity was interpolated from observed gravity values.
 DA0753
 DA0753;                    North         East    Units  Estimated Accuracy
 DA0753;SPC AZ C     -   209,120.      106,040.      MT  (+/- 180 meters Scaled)
 DA0753
 DA0753                          SUPERSEDED SURVEY CONTROL
 DA0753
 DA0753  NGVD 29 (??/??/92)  230.171  (m)          755.15   (f) ADJ UNCH    1 2
 DA0753
 DA0753.Superseded values are not recommended for survey control.
 DA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0753.See file dsdata.txt to determine how the superseded data were derived.
 DA0753
 DA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB069399(NAD 83)
 DA0753_MARKER: DB = BENCH MARK DISK
 DA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0753_STAMPING: N 320 1952
 DA0753_MARK LOGO: CGS   
 DA0753_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0753+STABILITY: SURFACE MOTION
 DA0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0753+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0753
 DA0753  HISTORY     - Date     Condition        Report By
 DA0753  HISTORY     - 1952     MONUMENTED       CGS
 DA0753  HISTORY     - 1980     GOOD             NGS
 DA0753  HISTORY     - 1980     GOOD             NGS
 DA0753  HISTORY     - 20060128 GOOD             USPSQD
 DA0753  HISTORY     - 20060128 GOOD             USPSQD
 DA0753
 DA0753                          STATION DESCRIPTION
 DA0753
 DA0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0753'8.8 MI E FROM SENTINEL.
 DA0753'8.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0753'WATER TANK AT SENTINEL, ONE POLE WEST OF MILEPOST 835, ONE POLE EAST
 DA0753'OF BRIDGE NO. 834.93, 53 FEET SOUTH OF A FENCE, 44.4 FEET NORTH OF THE
 DA0753'NORTH RAIL, 2.7 FEET WEST OF A TELEPHONE POLE, 1.8 FEET EAST OF A
 DA0753'WITNESS POST, 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 DA0753'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0753
 DA0753                          STATION RECOVERY (1980)
 DA0753
 DA0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0753'14.3 KM (8.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0753'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0753'RAILROAD MILEPOLE 835, 13.4 METERS (44.0 FT) NORTHWEST OF THE
 DA0753'NORTHWEST RAIL, 61.0 METERS (200 FT) NORTHEAST OF THE NORTHEAST
 DA0753'CORNER OF RAILROAD BRIDGE NUMBER 834.93, 57.5 METERS (188.5 FT)
 DA0753'SOUTHWEST OF THE MILEPOLE, 32.6 METERS (107 FT) NORTHEAST OF RAILROAD
 DA0753'SEMAPHORE NUMBER 8349.
 DA0753'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0753'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0753
 DA0753                          STATION RECOVERY (1980)
 DA0753
 DA0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0753'14.3 KM (8.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0753'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0753'RAILROAD MILEPOLE 835, 13.4 METERS (44.0 FT) NORTHWEST OF THE
 DA0753'NORTHWEST RAIL, 61.0 METERS (200 FT) NORTHEAST OF THE NORTHEAST
 DA0753'CORNER OF RAILROAD BRIDGE NUMBER 834.93, 57.5 METERS (188.5 FT)
 DA0753'SOUTHWEST OF THE MILEPOLE, 32.6 METERS (107 FT) NORTHEAST OF RAILROAD
 DA0753'SEMAPHORE NUMBER 8349.
 DA0753'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0753'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0753
 DA0753                          STATION RECOVERY (2006)
 DA0753
 DA0753'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0753'RECOVERED AS DESCRIBED.
 DA0753
 DA0753                          STATION RECOVERY (2006)
 DA0753
 DA0753'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0715 ***********************************************************************
 DA0715  DESIGNATION -  N 321
 DA0715  PID         -  DA0715
 DA0715  STATE/COUNTY-  AZ/YUMA
 DA0715  USGS QUAD   -  AZTEC SE (1982)
 DA0715
 DA0715                         *CURRENT SURVEY CONTROL
 DA0715  ___________________________________________________________________
 DA0715* NAD 83(1986)-  32 50 02.     (N)    113 21 50.     (W)     SCALED    
 DA0715* NAVD 88     -       155.749  (meters)     510.99   (feet)  ADJUSTED  
 DA0715  ___________________________________________________________________
 DA0715  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0715  DYNAMIC HT  -         155.570 (meters)     510.40  (feet)  COMP
 DA0715  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 DA0715
 DA0715  VERT ORDER  -  FIRST     CLASS II
 DA0715
 DA0715.The horizontal coordinates were scaled from a topographic map and have
 DA0715.an estimated accuracy of +/- 6 seconds.
 DA0715
 DA0715.The orthometric height was determined by differential leveling
 DA0715.and adjusted in June 1991.
 DA0715
 DA0715.The geoid height was determined by GEOID03.
 DA0715
 DA0715.The dynamic height is computed by dividing the NAVD 88
 DA0715.geopotential number by the normal gravity value computed on the
 DA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0715.degrees latitude (g = 980.6199 gals.).
 DA0715
 DA0715.The modeled gravity was interpolated from observed gravity values.
 DA0715
 DA0715;                    North         East    Units  Estimated Accuracy
 DA0715;SPC AZ W     -   203,400.      249,510.      MT  (+/- 180 meters Scaled)
 DA0715
 DA0715                          SUPERSEDED SURVEY CONTROL
 DA0715
 DA0715  NGVD 29 (??/??/92)  155.196  (m)          509.17   (f) ADJ UNCH    1 2
 DA0715
 DA0715.Superseded values are not recommended for survey control.
 DA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0715.See file dsdata.txt to determine how the superseded data were derived.
 DA0715
 DA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB787353(NAD 83)
 DA0715_MARKER: DB = BENCH MARK DISK
 DA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0715_STAMPING: N 321 1952
 DA0715_MARK LOGO: CGS   
 DA0715_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0715+STABILITY: SURFACE MOTION
 DA0715
 DA0715  HISTORY     - Date     Condition        Report By
 DA0715  HISTORY     - 1952     MONUMENTED       CGS
 DA0715  HISTORY     - 1971     GOOD             NGS
 DA0715  HISTORY     - 1980     GOOD             NGS
 DA0715
 DA0715                          STATION DESCRIPTION
 DA0715
 DA0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0715'4.8 MI E FROM AZTEC.
 DA0715'0.4 MILE WEST ALONG FRONTAGE ROAD FROM THE SOUTH SIDE OF THE
 DA0715'OVERPASSES AT THE INTERCHANGE OF INTERSTATE HIGHWAY 8 AND SPOT ROAD
 DA0715'ABOUT 5 MILES EAST OF AZTEC, 105 FEET SOUTH OF THE CENTER OF THE
 DA0715'FRONTAGE ROAD, 44 FEET NORTH OF THE NORTH RAIL, 2.4 FEET WEST OF
 DA0715'RAILROAD MILEPOST 817, SET IN TOP OF A 12-INCH DIAMETER CONCRETE
 DA0715'MONUMENT PROJECTING 3 INCHES.
 DA0715
 DA0715                          STATION RECOVERY (1980)
 DA0715
 DA0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0715'7.7 KM (4.8 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0715'WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 817, 13.4 METERS (44.0 FT)
 DA0715'NORTHWEST OF THE NORTHWEST RAIL, 31.7 METERS (104 FT) SOUTHEAST OF
 DA0715'THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 0.6 METER
 DA0715'(2.4 FT) SOUTHWEST OF THE MILEPOLE.
 DA0715'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0715'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0128 ***********************************************************************
 DB0128  DESIGNATION -  N 322
 DB0128  PID         -  DB0128
 DB0128  STATE/COUNTY-  AZ/YUMA
 DB0128  USGS QUAD   -  WELLTON MESA (1982)
 DB0128
 DB0128                         *CURRENT SURVEY CONTROL
 DB0128  ___________________________________________________________________
 DB0128* NAD 83(1986)-  32 40 30.     (N)    114 04 19.     (W)     SCALED    
 DB0128* NAVD 88     -        93.124  (meters)     305.52   (feet)  ADJUSTED  
 DB0128  ___________________________________________________________________
 DB0128  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DB0128  DYNAMIC HT  -          93.017 (meters)     305.17  (feet)  COMP
 DB0128  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 DB0128
 DB0128  VERT ORDER  -  FIRST     CLASS II
 DB0128
 DB0128.The horizontal coordinates were scaled from a topographic map and have
 DB0128.an estimated accuracy of +/- 6 seconds.
 DB0128
 DB0128.The orthometric height was determined by differential leveling
 DB0128.and adjusted in June 1991.
 DB0128
 DB0128.The geoid height was determined by GEOID03.
 DB0128
 DB0128.The dynamic height is computed by dividing the NAVD 88
 DB0128.geopotential number by the normal gravity value computed on the
 DB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0128.degrees latitude (g = 980.6199 gals.).
 DB0128
 DB0128.The modeled gravity was interpolated from observed gravity values.
 DB0128
 DB0128;                    North         East    Units  Estimated Accuracy
 DB0128;SPC AZ W     -   185,760.      183,170.      MT  (+/- 180 meters Scaled)
 DB0128
 DB0128                          SUPERSEDED SURVEY CONTROL
 DB0128
 DB0128  NGVD 29 (??/??/??)   92.486  (m)          303.43   (f) ADJUSTED    1 2
 DB0128
 DB0128.Superseded values are not recommended for survey control.
 DB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0128.See file dsdata.txt to determine how the superseded data were derived.
 DB0128
 DB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS745190(NAD 83)
 DB0128_MARKER: DB = BENCH MARK DISK
 DB0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0128_STAMPING: N 322 1952
 DB0128_MARK LOGO: CGS   
 DB0128_PROJECTION: PROJECTING 5 CENTIMETERS
 DB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0128+STABILITY: SURFACE MOTION
 DB0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0128+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DB0128
 DB0128  HISTORY     - Date     Condition        Report By
 DB0128  HISTORY     - 1952     MONUMENTED       CGS
 DB0128  HISTORY     - 1960     GOOD             NGS
 DB0128  HISTORY     - 1981     GOOD             NGS
 DB0128  HISTORY     - 1981     GOOD             NGS
 DB0128  HISTORY     - 20090206 GOOD             GEOCAC
 DB0128
 DB0128                          STATION DESCRIPTION
 DB0128
 DB0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0128'3.7 MI E FROM WELLTON.
 DB0128'4.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DB0128'WELLTON, 0.4 MILE EAST AFTER PASSING AVENUE 35 EAST (BAKER TANKS
 DB0128'ROAD), 45 FEET NORTH FROM THE NORTH RAIL OF THE SOUTHERN PACIFIC
 DB0128'COMPANY RAILROAD, 2.5 FEET EAST OF TELEGRAPH POLE 21 E E 4.  2.0
 DB0128'FEET WEST OF A WHITE WOOD WITNESS POST, SET IN A CYLINDRICAL
 DB0128'CONCRETE POST PROJECTING 2-INCHES ABOVE GROUND.
 DB0128
 DB0128                          STATION RECOVERY (1981)
 DB0128
 DB0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0128'7.1 KM (3.4 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0128'WELLTON, 0.1 KM (0.05 MI) EAST OF THE AVENUE 31E OVERPASS, 0.4 KM
 DB0128'(0.25 MI) WEST OF RAILROAD MILEPOLE 774, 31.1 M (102 FT) SOUTH OF THE
 DB0128'CENTERLINE OF THE HIGHWAY, 13.7 M (45.0 FT) NORTH OF THE NORTH RAIL
 DB0128'OF THE TRACKS.
 DB0128'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DB0128'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0128
 DB0128                          STATION RECOVERY (1981)
 DB0128
 DB0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0128'7.1 KM (3.4 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0128'WELLTON, 0.1 KM (0.05 MI) EAST OF THE AVENUE 31E OVERPASS, 0.4 KM
 DB0128'(0.25 MI) WEST OF RAILROAD MILEPOLE 774, 31.1 M (102 FT) SOUTH OF THE
 DB0128'CENTERLINE OF THE HIGHWAY, 13.7 M (45.0 FT) NORTH OF THE NORTH RAIL
 DB0128'OF THE TRACKS.
 DB0128'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DB0128'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0128
 DB0128                          STATION RECOVERY (2009)
 DB0128
 DB0128'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0128'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0128' 
 DB0128'OF N 32 40' 31.2 W 114 04' 20.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1570 ***********************************************************************
 DU1570  DESIGNATION -  N 323
 DU1570  PID         -  DU1570
 DU1570  STATE/COUNTY-  AZ/GRAHAM
 DU1570  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU1570
 DU1570                         *CURRENT SURVEY CONTROL
 DU1570  ___________________________________________________________________
 DU1570* NAD 83(1986)-  33 17 27.     (N)    110 01 10.     (W)     SCALED    
 DU1570* NAVD 88     -      1558.715  (meters)    5113.88   (feet)  ADJUSTED  
 DU1570  ___________________________________________________________________
 DU1570  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DU1570  DYNAMIC HT  -        1556.412 (meters)    5106.33  (feet)  COMP
 DU1570  MODELED GRAV-     979,104.8   (mgal)                       NAVD 88
 DU1570
 DU1570  VERT ORDER  -  SECOND    CLASS 0
 DU1570
 DU1570.The horizontal coordinates were scaled from a topographic map and have
 DU1570.an estimated accuracy of +/- 6 seconds.
 DU1570
 DU1570.The orthometric height was determined by differential leveling
 DU1570.and adjusted in June 1991.
 DU1570
 DU1570.The geoid height was determined by GEOID03.
 DU1570
 DU1570.The dynamic height is computed by dividing the NAVD 88
 DU1570.geopotential number by the normal gravity value computed on the
 DU1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1570.degrees latitude (g = 980.6199 gals.).
 DU1570
 DU1570.The modeled gravity was interpolated from observed gravity values.
 DU1570
 DU1570;                    North         East    Units  Estimated Accuracy
 DU1570;SPC AZ E     -   254,010.      227,070.      MT  (+/- 180 meters Scaled)
 DU1570
 DU1570                          SUPERSEDED SURVEY CONTROL
 DU1570
 DU1570  NGVD 29 (??/??/92) 1557.971  (m)         5111.44   (f) ADJ UNCH    2 0
 DU1570
 DU1570.Superseded values are not recommended for survey control.
 DU1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1570.See file dsdata.txt to determine how the superseded data were derived.
 DU1570
 DU1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB912839(NAD 83)
 DU1570_MARKER: DB = BENCH MARK DISK
 DU1570_SETTING: 66 = SET IN ROCK OUTCROP
 DU1570_SP_SET: OUTCROP
 DU1570_STAMPING: N 323 1952
 DU1570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1570+STABILITY: POSITION/ELEVATION WELL
 DU1570
 DU1570  HISTORY     - Date     Condition        Report By
 DU1570  HISTORY     - 1952     MONUMENTED       CGS
 DU1570
 DU1570                          STATION DESCRIPTION
 DU1570
 DU1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU1570'7.6 MI SE FROM ASH CREEK RANCH.
 DU1570'1.2 MILES WEST ALONG THE ASH CREEK-SAN CARLOS ROAD FROM ASH CREEK
 DU1570'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU1570'0.3 MILE SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, THENCE 4.9 MILES
 DU1570'SOUTHEAST ALONG THE OLD ARSENIC TUBS ROAD, AT THE TOP OF A SMALL STEEP
 DU1570'HILL IN A GROUP OF MALPAIS OUTCROPPING BOULDERS, NORTH OF A DEEP ROCKY
 DU1570'WASH, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST
 DU1570'OF A ROCK CAIRN, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 DU1570'OF A 5 FOOT BY 5 FOOT MALPAIS OUTCROP LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0006 ***********************************************************************
 CZ0006  DESIGNATION -  N 325
 CZ0006  PID         -  CZ0006
 CZ0006  STATE/COUNTY-  AZ/COCHISE
 CZ0006  USGS QUAD   -  DRAGOON (1995)
 CZ0006
 CZ0006                         *CURRENT SURVEY CONTROL
 CZ0006  ___________________________________________________________________
 CZ0006* NAD 83(1986)-  32 01 56.     (N)    110 01 51.     (W)     SCALED    
 CZ0006* NAVD 88     -      1404.60   (+/-2cm)    4608.3    (feet)  VERTCON   
 CZ0006  ___________________________________________________________________
 CZ0006  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CZ0006  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0006
 CZ0006.The horizontal coordinates were scaled from a topographic map and have
 CZ0006.an estimated accuracy of +/- 6 seconds.
 CZ0006
 CZ0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0006.The vertical order pertains to the NGVD 29 superseded value.
 CZ0006
 CZ0006.The geoid height was determined by GEOID03.
 CZ0006
 CZ0006;                    North         East    Units  Estimated Accuracy
 CZ0006;SPC AZ E     -   114,450.      226,190.      MT  (+/- 180 meters Scaled)
 CZ0006
 CZ0006                          SUPERSEDED SURVEY CONTROL
 CZ0006
 CZ0006  NGVD 29 (??/??/92) 1403.716  (m)         4605.36   (f) ADJ UNCH    1 2
 CZ0006
 CZ0006.Superseded values are not recommended for survey control.
 CZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0006.See file dsdata.txt to determine how the superseded data were derived.
 CZ0006
 CZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA915444(NAD 83)
 CZ0006_MARKER: DB = BENCH MARK DISK
 CZ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0006_STAMPING: N 325 1952
 CZ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0006+STABILITY: SURFACE MOTION
 CZ0006
 CZ0006  HISTORY     - Date     Condition        Report By
 CZ0006  HISTORY     - 1952     MONUMENTED       CGS
 CZ0006  HISTORY     - 1960     GOOD             NGS
 CZ0006
 CZ0006                          STATION DESCRIPTION
 CZ0006
 CZ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0006'0.5 MI NE FROM DRAGOON.
 CZ0006'0.5 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0006'THE STATION AT DRAGOON, 0.4 MILE NORTHEAST OF MILEPOLE NUMBER 1054, AT
 CZ0006'BRIDGE NUMBER 1054.42, 101 1/2 FEET SOUTH OF THE BRIDGE, 93.8 FEET
 CZ0006'SOUTHEAST OF THE SOUTHEAST RAIL, 4.4 FEET NORTHWEST OF A FENCE, 1.8
 CZ0006'FEET NORTHEAST OF A WITNESS POST, ABOUT 1.0 FOOT HIGHER THAN THE
 CZ0006'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CZ0006'THE GROUND.
 CZ0006
 CZ0006                          STATION RECOVERY (1960)
 CZ0006
 CZ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0280 ***********************************************************************
 ET0280  DESIGNATION -  N 329
 ET0280  PID         -  ET0280
 ET0280  STATE/COUNTY-  AZ/YAVAPAI
 ET0280  USGS QUAD   -  JOES HILL (1969)
 ET0280
 ET0280                         *CURRENT SURVEY CONTROL
 ET0280  ___________________________________________________________________
 ET0280* NAD 83(1986)-  34 08 28.     (N)    112 00 40.     (W)     SCALED    
 ET0280* NAVD 88     -      1203.83   (+/-2cm)    3949.6    (feet)  VERTCON   
 ET0280  ___________________________________________________________________
 ET0280  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 ET0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0280
 ET0280.The horizontal coordinates were scaled from a topographic map and have
 ET0280.an estimated accuracy of +/- 6 seconds.
 ET0280
 ET0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0280.The vertical order pertains to the NGVD 29 superseded value.
 ET0280
 ET0280.The geoid height was determined by GEOID03.
 ET0280
 ET0280;                    North         East    Units  Estimated Accuracy
 ET0280;SPC AZ C     -   348,310.      204,650.      MT  (+/- 180 meters Scaled)
 ET0280
 ET0280                          SUPERSEDED SURVEY CONTROL
 ET0280
 ET0280  NGVD 29 (??/??/92) 1203.166  (m)         3947.39   (f) ADJ UNCH    2 0
 ET0280
 ET0280.Superseded values are not recommended for survey control.
 ET0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0280.See file dsdata.txt to determine how the superseded data were derived.
 ET0280
 ET0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC067782(NAD 83)
 ET0280_MARKER: DB = BENCH MARK DISK
 ET0280_SETTING: 66 = SET IN ROCK OUTCROP
 ET0280_SP_SET: OUTCROP
 ET0280_STAMPING: N 329 1952
 ET0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0280+STABILITY: POSITION/ELEVATION WELL
 ET0280
 ET0280  HISTORY     - Date     Condition        Report By
 ET0280  HISTORY     - 1952     MONUMENTED       CGS
 ET0280  HISTORY     - 20071124 GOOD             GEOCAC
 ET0280
 ET0280                          STATION DESCRIPTION
 ET0280
 ET0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0280'21.4 MI S FROM CORDES.
 ET0280'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0280'STORE AT CORDES, THENCE 6.5 MILES SOUTH ALONG A TRACK ROAD, ABOUT 0.1
 ET0280'MILE EAST OF A POWER LINE, AT A SMALL GROVE OF JUNIPER TREES, IN TOP
 ET0280'OF A 7-FOOT BY 3-FOOT OUTCROP PROJECTING 1 1/2 FEET ABOVE THE GROUND
 ET0280'AND SURROUNDED BY NUMEROUS BOULDERS AND OUTCROPS, 49 FEET WEST OF THE
 ET0280'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, AND 1.3 FEET SOUTH OF
 ET0280'THE NORTH END OF THE OUTCROP.
 ET0280
 ET0280                          STATION RECOVERY (2007)
 ET0280
 ET0280'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ET0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0310 ***********************************************************************
 CY0310  DESIGNATION -  N 330
 CY0310  PID         -  CY0310
 CY0310  STATE/COUNTY-  AZ/COCHISE
 CY0310  USGS QUAD   -  SAN SIMON (1987)
 CY0310
 CY0310                         *CURRENT SURVEY CONTROL
 CY0310  ___________________________________________________________________
 CY0310* NAD 83(1986)-  32 15 28.     (N)    109 10 46.     (W)     SCALED    
 CY0310* NAVD 88     -      1112.501  (meters)    3649.93   (feet)  ADJUSTED  
 CY0310  ___________________________________________________________________
 CY0310  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CY0310  DYNAMIC HT  -        1110.850 (meters)    3644.51  (feet)  COMP
 CY0310  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 CY0310
 CY0310  VERT ORDER  -  FIRST     CLASS II
 CY0310
 CY0310.The horizontal coordinates were scaled from a topographic map and have
 CY0310.an estimated accuracy of +/- 6 seconds.
 CY0310
 CY0310.The orthometric height was determined by differential leveling
 CY0310.and adjusted in June 1991.
 CY0310
 CY0310.The geoid height was determined by GEOID03.
 CY0310
 CY0310.The dynamic height is computed by dividing the NAVD 88
 CY0310.geopotential number by the normal gravity value computed on the
 CY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0310.degrees latitude (g = 980.6199 gals.).
 CY0310
 CY0310.The modeled gravity was interpolated from observed gravity values.
 CY0310
 CY0310;                    North         East    Units  Estimated Accuracy
 CY0310;SPC AZ E     -   139,880.      306,380.      MT  (+/- 180 meters Scaled)
 CY0310
 CY0310                          SUPERSEDED SURVEY CONTROL
 CY0310
 CY0310  NGVD 29 (??/??/92) 1112.072  (m)         3648.52   (f) ADJ UNCH    1 2
 CY0310
 CY0310.Superseded values are not recommended for survey control.
 CY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0310.See file dsdata.txt to determine how the superseded data were derived.
 CY0310
 CY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA714704(NAD 83)
 CY0310_MARKER: DB = BENCH MARK DISK
 CY0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0310_STAMPING: N 330 1952
 CY0310_PROJECTION: PROJECTING 20 CENTIMETERS
 CY0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0310+STABILITY: SURFACE MOTION
 CY0310
 CY0310  HISTORY     - Date     Condition        Report By
 CY0310  HISTORY     - 1952     MONUMENTED       CGS
 CY0310  HISTORY     - 1960     GOOD             NGS
 CY0310  HISTORY     - 1979     GOOD             NGS
 CY0310
 CY0310                          STATION DESCRIPTION
 CY0310
 CY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0310'2.95 MI E FROM SAN SIMON.
 CY0310'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0310'RAILROAD STATION AT SAN SIMON, THENCE 2.8 MILES EAST ALONG STATE
 CY0310'HIGHWAY 86, 0.2 MILE WEST OF A TEXACO SERVICE STATION AND STATE
 CY0310'INSPECTION STATION, 246 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CY0310'148 FEET SOUTH OF SOUTHERN PACIFIC RAILROAD MILEPOST 1117, 1.4 FEET
 CY0310'NORTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CY0310'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CY0310
 CY0310                          STATION RECOVERY (1960)
 CY0310
 CY0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0310'RECOVERED IN GOOD CONDITION.
 CY0310
 CY0310                          STATION RECOVERY (1979)
 CY0310
 CY0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0310'4.2 KILOMETERS (2.65 MILES) EAST ALONG OLD U. S. HIGHWAY 86 FROM
 CY0310'THE SAN SIMON HIGH SCHOOL AT SAN SIMON, AT THE EAST END OF OLD
 CY0310'U. S. HIGHWAY 86, 19.1 METERS (62.7 FEET) WEST OF THE NORTHWEST
 CY0310'FENCE CORNER OF THE STATE INSPECTION STATION, 45.7 METERS (150 FEET)
 CY0310'SOUTHEAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD MILE POLE 1117,
 CY0310'26.2 METERS (86.0 FEET) NORTH OF THE CENTERLINE OF OLD HIGHWAY 86,
 CY0310'29.3 METERS (96.0 FEET) SOUTH OF THE SOUTH RAIL, 7.8 METERS (25.5
 CY0310'FEET) EAST OF THE CENTER OF A DIRT ROAD LEADING TO THE RAILROAD,
 CY0310'0.11 METER (0.4 FOOT) NORTH OF A FENCE.
 CY0310'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0310'THE MARK IS 1.4 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0512 ***********************************************************************
 DA0512  DESIGNATION -  N 331
 DA0512  PID         -  DA0512
 DA0512  STATE/COUNTY-  AZ/MARICOPA
 DA0512  USGS QUAD   -  BLACK GAP (1986)
 DA0512
 DA0512                         *CURRENT SURVEY CONTROL
 DA0512  ___________________________________________________________________
 DA0512* NAD 83(1986)-  32 48 12.     (N)    112 47 47.     (W)     SCALED    
 DA0512* NAVD 88     -       294.733  (meters)     966.97   (feet)  ADJUSTED  
 DA0512  ___________________________________________________________________
 DA0512  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA0512  DYNAMIC HT  -         294.389 (meters)     965.84  (feet)  COMP
 DA0512  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 DA0512
 DA0512  VERT ORDER  -  FIRST     CLASS II
 DA0512
 DA0512.The horizontal coordinates were scaled from a topographic map and have
 DA0512.an estimated accuracy of +/- 6 seconds.
 DA0512
 DA0512.The orthometric height was determined by differential leveling
 DA0512.and adjusted in June 1991.
 DA0512
 DA0512.The geoid height was determined by GEOID03.
 DA0512
 DA0512.The dynamic height is computed by dividing the NAVD 88
 DA0512.geopotential number by the normal gravity value computed on the
 DA0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0512.degrees latitude (g = 980.6199 gals.).
 DA0512
 DA0512.The modeled gravity was interpolated from observed gravity values.
 DA0512
 DA0512;                    North         East    Units  Estimated Accuracy
 DA0512;SPC AZ C     -   200,290.      130,970.      MT  (+/- 180 meters Scaled)
 DA0512
 DA0512                          SUPERSEDED SURVEY CONTROL
 DA0512
 DA0512  NGVD 29 (??/??/92)  294.120  (m)          964.96   (f) ADJ UNCH    1 2
 DA0512
 DA0512.Superseded values are not recommended for survey control.
 DA0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0512.See file dsdata.txt to determine how the superseded data were derived.
 DA0512
 DA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB318309(NAD 83)
 DA0512_MARKER: DB = BENCH MARK DISK
 DA0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0512_STAMPING: N 331 1953
 DA0512_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0512+STABILITY: SURFACE MOTION
 DA0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0512+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0512
 DA0512  HISTORY     - Date     Condition        Report By
 DA0512  HISTORY     - 1953     MONUMENTED       CGS
 DA0512  HISTORY     - 1980     GOOD             NGS
 DA0512  HISTORY     - 20010730 GOOD             NGS
 DA0512  HISTORY     - 20060219 GOOD             USPSQD
 DA0512  HISTORY     - 20070603 GOOD             GEOCAC
 DA0512
 DA0512                          STATION DESCRIPTION
 DA0512
 DA0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0512'11.0 MI S FROM GILA BEND.
 DA0512'11.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0512'COMPANY RAILROAD STATION AT GILA BEND, 0.2 MILE (8 POLES) SOUTH OF THE
 DA0512'TUCSON, CORNELIA AND GILA BEND RAILROAD MILEPOLE 11, 0.2 MILE SOUTH OF
 DA0512'RAILROAD BRIDGE 111, 93.8 FEET WEST OF THE WEST RAIL, 46 FEET EAST OF
 DA0512'THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET SOUTH OF AN IRON TELEPHONE
 DA0512'POLE, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 DA0512'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0512'GROUND.
 DA0512
 DA0512                          STATION RECOVERY (1980)
 DA0512
 DA0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0512'17.45 KM (10.85 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0512'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI)
 DA0512'SOUTHWEST OF RAILWAY BRIDGE NUMBER 111, 0.25 KM (0.15 MI) SOUTHWEST OF
 DA0512'STATE HIGHWAY 85 MILEPOST 11, AT THE 8TH TELEGRAPH POLE SOUTHWEST OF
 DA0512'RAILWAY MILEPOLE 11, 28.7 METERS (93.8 FT) NORTHWEST OF THE NORTHWEST
 DA0512'RAIL OF THE TRACKS, 52.4 METERS (172 FT) SOUTHEAST OF THE CENTERLINE
 DA0512'OF THE HIGHWAY, 1.1 METERS (3.5 FT) SOUTHWEST OF AN IRON TELEGRAPH
 DA0512'POLE, 0.9 METER (3.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 DA0512'FENCE.
 DA0512'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA0512'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0512
 DA0512                          STATION RECOVERY (2001)
 DA0512
 DA0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0512'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0512
 DA0512                          STATION RECOVERY (2006)
 DA0512
 DA0512'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0512'RECOVERED AS DESCRIBED.
 DA0512
 DA0512                          STATION RECOVERY (2007)
 DA0512
 DA0512'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0550 ***********************************************************************
 DA0550  DESIGNATION -  N 332
 DA0550  PID         -  DA0550
 DA0550  STATE/COUNTY-  AZ/MARICOPA
 DA0550  USGS QUAD   -  DEADMAN GAP (1986)
 DA0550
 DA0550                         *CURRENT SURVEY CONTROL
 DA0550  ___________________________________________________________________
 DA0550* NAD 83(1986)-  32 31 36.     (N)    112 50 55.     (W)     SCALED    
 DA0550* NAVD 88     -       385.471  (meters)    1264.67   (feet)  ADJUSTED  
 DA0550  ___________________________________________________________________
 DA0550  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA0550  DYNAMIC HT  -         384.994 (meters)    1263.10  (feet)  COMP
 DA0550  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 DA0550
 DA0550  VERT ORDER  -  FIRST     CLASS II
 DA0550
 DA0550.The horizontal coordinates were scaled from a topographic map and have
 DA0550.an estimated accuracy of +/- 6 seconds.
 DA0550
 DA0550.The orthometric height was determined by differential leveling
 DA0550.and adjusted in June 1991.
 DA0550
 DA0550.The geoid height was determined by GEOID03.
 DA0550
 DA0550.The dynamic height is computed by dividing the NAVD 88
 DA0550.geopotential number by the normal gravity value computed on the
 DA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0550.degrees latitude (g = 980.6199 gals.).
 DA0550
 DA0550.The modeled gravity was interpolated from observed gravity values.
 DA0550
 DA0550;                    North         East    Units  Estimated Accuracy
 DA0550;SPC AZ C     -   169,650.      125,810.      MT  (+/- 180 meters Scaled)
 DA0550
 DA0550                          SUPERSEDED SURVEY CONTROL
 DA0550
 DA0550  NGVD 29 (??/??/92)  384.814  (m)         1262.51   (f) ADJ UNCH    1 2
 DA0550
 DA0550.Superseded values are not recommended for survey control.
 DA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0550.See file dsdata.txt to determine how the superseded data were derived.
 DA0550
 DA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263003(NAD 83)
 DA0550_MARKER: DB = BENCH MARK DISK
 DA0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0550_SP_SET: ABUTMENT
 DA0550_STAMPING: N 332 1953
 DA0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0550
 DA0550  HISTORY     - Date     Condition        Report By
 DA0550  HISTORY     - 1953     MONUMENTED       CGS
 DA0550  HISTORY     - 1980     GOOD             NGS
 DA0550
 DA0550                          STATION DESCRIPTION
 DA0550
 DA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0550'12.6 MI N FROM AJO.
 DA0550'12.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0550'FROM THE STATION AT AJO, 0.4 MILE SOUTH OF THE ROCKY POINT SIDING
 DA0550'SIGN, NEAR MILEPOLE 31, AT LARGE WOODEN BRIDGE 310, IN THE TOP OF THE
 DA0550'NORTHEAST CONCRETE ABUTMENT, 4.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 DA0550'0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, AND ABOUT 1
 DA0550'FOOT LOWER THAN THE TOP OF THE RAIL.
 DA0550
 DA0550                          STATION RECOVERY (1980)
 DA0550
 DA0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0550'20.2 KM (12.55 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0550'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT RAILWAY BRIDGE
 DA0550'NUMBER 310, SET IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT
 DA0550'OF THE BRIDGE, 1.4 METERS (4.6 FT) SOUTHEAST OF THE SOUTHEAST RAIL.
 DA0550'ABUTMENT SET ON BEDROCK.
 DA0550'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0351 ***********************************************************************
 DA0351  DESIGNATION -  N 333
 DA0351  PID         -  DA0351
 DA0351  STATE/COUNTY-  AZ/PIMA
 DA0351  USGS QUAD   -  ARMENTA WELL (1990)
 DA0351
 DA0351                         *CURRENT SURVEY CONTROL
 DA0351  ___________________________________________________________________
 DA0351* NAD 83(1986)-  32 10 50.     (N)    112 45 43.     (W)     SCALED    
 DA0351* NAVD 88     -       552.495  (meters)    1812.64   (feet)  ADJUSTED  
 DA0351  ___________________________________________________________________
 DA0351  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0351  DYNAMIC HT  -         551.775 (meters)    1810.28  (feet)  COMP
 DA0351  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 DA0351
 DA0351  VERT ORDER  -  FIRST     CLASS II
 DA0351
 DA0351.The horizontal coordinates were scaled from a topographic map and have
 DA0351.an estimated accuracy of +/- 6 seconds.
 DA0351
 DA0351.The orthometric height was determined by differential leveling
 DA0351.and adjusted in June 1991.
 DA0351
 DA0351.The geoid height was determined by GEOID03.
 DA0351
 DA0351.The dynamic height is computed by dividing the NAVD 88
 DA0351.geopotential number by the normal gravity value computed on the
 DA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0351.degrees latitude (g = 980.6199 gals.).
 DA0351
 DA0351.The modeled gravity was interpolated from observed gravity values.
 DA0351
 DA0351;                    North         East    Units  Estimated Accuracy
 DA0351;SPC AZ C     -   131,200.      133,650.      MT  (+/- 180 meters Scaled)
 DA0351
 DA0351                          SUPERSEDED SURVEY CONTROL
 DA0351
 DA0351  NGVD 29 (??/??/92)  551.766  (m)         1810.25   (f) ADJ UNCH    1 2
 DA0351
 DA0351.Superseded values are not recommended for survey control.
 DA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0351.See file dsdata.txt to determine how the superseded data were derived.
 DA0351
 DA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA338618(NAD 83)
 DA0351_MARKER: DB = BENCH MARK DISK
 DA0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0351_SP_SET: CULVERT
 DA0351_STAMPING: N 333 1953
 DA0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0351
 DA0351  HISTORY     - Date     Condition        Report By
 DA0351  HISTORY     - 1953     MONUMENTED       CGS
 DA0351  HISTORY     - 1981     GOOD             NGS
 DA0351  HISTORY     - 19970305 GOOD             USPSQD
 DA0351  HISTORY     - 19990120 GOOD             USPSQD
 DA0351
 DA0351                          STATION DESCRIPTION
 DA0351
 DA0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0351'17.25 MI SE FROM AJO.
 DA0351'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0351'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0351'HIGHWAY 86, THENCE 6.35 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT
 DA0351'A DOUBLE CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER OF
 DA0351'THE WEST CONCRETE HEAD WALL, 16.8 FEET WEST OF THE CENTER LINE OF THE
 DA0351'HIGHWAY, 9.6 FEET SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT
 DA0351'LEVEL WITH THE HIGHWAY.
 DA0351
 DA0351                          STATION RECOVERY (1981)
 DA0351
 DA0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0351'10.1 KM (6.3 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0351'STATE HIGHWAY 86 IN WHY, 0.3 KM (0.2 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DA0351'59, SET IN THE TOP CENTER OF THE NORTHWEST CONCRETE HEADWALL OF A
 DA0351'CULVERT UNDER THE HIGHWAY, 5.1 M (16.8 FT) NORTHWEST OF THE CENTERLINE
 DA0351'OF THE HIGHWAY.
 DA0351'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0351
 DA0351                          STATION RECOVERY (1997)
 DA0351
 DA0351'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0351'RECOVERED IN GOOD CONDITION.
 DA0351
 DA0351                          STATION RECOVERY (1999)
 DA0351
 DA0351'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0483 ***********************************************************************
 DA0483  DESIGNATION -  N 336
 DA0483  PID         -  DA0483
 DA0483  STATE/COUNTY-  AZ/PIMA
 DA0483  USGS QUAD   -  BURRO GAP (1990)
 DA0483
 DA0483                         *CURRENT SURVEY CONTROL
 DA0483  ___________________________________________________________________
 DA0483* NAD 83(1986)-  32 26 54.     (N)    112 38 31.     (W)     SCALED    
 DA0483* NAVD 88     -       671.29   (+/-2cm)    2202.4    (feet)  VERTCON   
 DA0483  ___________________________________________________________________
 DA0483  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DA0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0483
 DA0483.The horizontal coordinates were scaled from a topographic map and have
 DA0483.an estimated accuracy of +/- 6 seconds.
 DA0483
 DA0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0483.The vertical order pertains to the NGVD 29 superseded value.
 DA0483
 DA0483.The geoid height was determined by GEOID03.
 DA0483
 DA0483;                    North         East    Units  Estimated Accuracy
 DA0483;SPC AZ C     -   160,810.      145,170.      MT  (+/- 180 meters Scaled)
 DA0483
 DA0483                          SUPERSEDED SURVEY CONTROL
 DA0483
 DA0483  NGVD 29 (??/??/92)  670.548  (m)         2199.96   (f) ADJ UNCH    2 0
 DA0483
 DA0483.Superseded values are not recommended for survey control.
 DA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0483.See file dsdata.txt to determine how the superseded data were derived.
 DA0483
 DA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA456913(NAD 83)
 DA0483_MARKER: DB = BENCH MARK DISK
 DA0483_SETTING: 80 = SET IN A BOULDER
 DA0483_SP_SET: BOULDER
 DA0483_STAMPING: N 336 1961
 DA0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0483+STABILITY: SURFACE MOTION
 DA0483
 DA0483  HISTORY     - Date     Condition        Report By
 DA0483  HISTORY     - 1961     MONUMENTED       CGS
 DA0483
 DA0483                          STATION DESCRIPTION
 DA0483
 DA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0483'15.55 MI E FROM AJO.
 DA0483'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0483'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0483'STATE HIGHWAY 85.  THENCE 14.0 MILES EAST ALONG A DIRT ROAD WHICH
 DA0483'FOLLOWS A PIPE LINE.  4.25 MILES NORTHEAST OF A METAL WINDMILL, IN THE
 DA0483'TOP OF A BLACK BOULDER WHICH PROJECTS 12 INCHES, 36 FEET SOUTHEAST OF
 DA0483'THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 DA0483'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0211 ***********************************************************************
 DA0211  DESIGNATION -  N 337
 DA0211  PID         -  DA0211
 DA0211  STATE/COUNTY-  AZ/PIMA
 DA0211  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0211
 DA0211                         *CURRENT SURVEY CONTROL
 DA0211  ___________________________________________________________________
 DA0211* NAD 83(1986)-  32 10 45.     (N)    112 16 31.     (W)     SCALED    
 DA0211* NAVD 88     -       675.17   (+/-2cm)    2215.1    (feet)  VERTCON   
 DA0211  ___________________________________________________________________
 DA0211  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DA0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0211
 DA0211.The horizontal coordinates were scaled from a topographic map and have
 DA0211.an estimated accuracy of +/- 6 seconds.
 DA0211
 DA0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0211.The vertical order pertains to the NGVD 29 superseded value.
 DA0211
 DA0211.The geoid height was determined by GEOID03.
 DA0211
 DA0211;                    North         East    Units  Estimated Accuracy
 DA0211;SPC AZ C     -   130,790.      179,540.      MT  (+/- 180 meters Scaled)
 DA0211
 DA0211                          SUPERSEDED SURVEY CONTROL
 DA0211
 DA0211  NGVD 29 (??/??/92)  674.462  (m)         2212.80   (f) ADJ UNCH    2 0
 DA0211
 DA0211.Superseded values are not recommended for survey control.
 DA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0211.See file dsdata.txt to determine how the superseded data were derived.
 DA0211
 DA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA797610(NAD 83)
 DA0211_MARKER: DB = BENCH MARK DISK
 DA0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0211_STAMPING: N 337 1961
 DA0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0211+STABILITY: SURFACE MOTION
 DA0211
 DA0211  HISTORY     - Date     Condition        Report By
 DA0211  HISTORY     - 1961     MONUMENTED       CGS
 DA0211  HISTORY     - 19970306 GOOD             USPSQD
 DA0211
 DA0211                          STATION DESCRIPTION
 DA0211
 DA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0211'5.8 MI E FROM TRACY.
 DA0211'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 86 FROM THE HIGHWAY
 DA0211'DEPARTMENT MAINTENANCE CAMP AT TRACY, AN INDIAN VILLAGE.  0.4 MILE
 DA0211'EAST OF THE JUNCTION OF STATE HIGHWAY 86 AND A ROAD LEADING NORTH, 0.8
 DA0211'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 86 AND A ROAD LEADING SOUTH
 DA0211'TO PISINIMO, AN INDIAN VILLAGE.  SET IN LINE WITH A ROW OF TELEPHONE
 DA0211'POLES, 88 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 67 FEET EAST
 DA0211'OF A TELEPHONE POLE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT
 DA0211'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0211'PROJECTING 3 INCHES.
 DA0211
 DA0211                          STATION RECOVERY (1997)
 DA0211
 DA0211'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0468 ***********************************************************************
 DA0468  DESIGNATION -  N 338
 DA0468  PID         -  DA0468
 DA0468  STATE/COUNTY-  AZ/PIMA
 DA0468  USGS QUAD   -  GU VO (1990)
 DA0468
 DA0468                         *CURRENT SURVEY CONTROL
 DA0468  ___________________________________________________________________
 DA0468* NAD 83(1986)-  32 00 37.     (N)    112 34 52.     (W)     SCALED    
 DA0468* NAVD 88     -       663.17   (+/-2cm)    2175.8    (feet)  VERTCON   
 DA0468  ___________________________________________________________________
 DA0468  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0468
 DA0468.The horizontal coordinates were scaled from a topographic map and have
 DA0468.an estimated accuracy of +/- 6 seconds.
 DA0468
 DA0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0468.The vertical order pertains to the NGVD 29 superseded value.
 DA0468
 DA0468.The geoid height was determined by GEOID03.
 DA0468
 DA0468;                    North         East    Units  Estimated Accuracy
 DA0468;SPC AZ C     -   112,200.      150,590.      MT  (+/- 180 meters Scaled)
 DA0468
 DA0468                          SUPERSEDED SURVEY CONTROL
 DA0468
 DA0468  NGVD 29 (??/??/92)  662.419  (m)         2173.29   (f) ADJ UNCH    2 0
 DA0468
 DA0468.Superseded values are not recommended for survey control.
 DA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0468.See file dsdata.txt to determine how the superseded data were derived.
 DA0468
 DA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA506426(NAD 83)
 DA0468_MARKER: DB = BENCH MARK DISK
 DA0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0468_STAMPING: N 338 1961
 DA0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0468+STABILITY: SURFACE MOTION
 DA0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0468+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 DA0468
 DA0468  HISTORY     - Date     Condition        Report By
 DA0468  HISTORY     - 1961     MONUMENTED       CGS
 DA0468  HISTORY     - 20020407 GOOD             INDIV
 DA0468
 DA0468                          STATION DESCRIPTION
 DA0468
 DA0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0468'14.8 MI N FROM MENAGERS.
 DA0468'ABOUT 14.8 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0468'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  3.7 MILES SOUTH OF THE
 DA0468'SCHOOL AT GU VO, 102 FEET WEST OF THE CENTER LINE OF THE ROAD, 31 FEET
 DA0468'SOUTH OF A TELEPHONE POLE, 1.9 FEET WEST OF A METAL WITNESS POST,
 DA0468'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0468'PROJECTING 6 INCHES.
 DA0468
 DA0468                          STATION RECOVERY (2002)
 DA0468
 DA0468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0765 ***********************************************************************
 CG0765  DESIGNATION -  N 339
 CG0765  PID         -  CG0765
 CG0765  STATE/COUNTY-  AZ/PIMA
 CG0765  USGS QUAD   -  VAMORI (1979)
 CG0765
 CG0765                         *CURRENT SURVEY CONTROL
 CG0765  ___________________________________________________________________
 CG0765* NAD 83(1986)-  31 42 11.     (N)    111 57 14.     (W)     SCALED    
 CG0765* NAVD 88     -       713.81   (+/-2cm)    2341.9    (feet)  VERTCON   
 CG0765  ___________________________________________________________________
 CG0765  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 CG0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0765
 CG0765.The horizontal coordinates were scaled from a topographic map and have
 CG0765.an estimated accuracy of +/- 6 seconds.
 CG0765
 CG0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0765.The vertical order pertains to the NGVD 29 superseded value.
 CG0765
 CG0765.The geoid height was determined by GEOID03.
 CG0765
 CG0765;                    North         East    Units  Estimated Accuracy
 CG0765;SPC AZ C     -    77,940.      209,830.      MT  (+/- 180 meters Scaled)
 CG0765
 CG0765                          SUPERSEDED SURVEY CONTROL
 CG0765
 CG0765  NGVD 29 (??/??/92)  713.093  (m)         2339.54   (f) ADJ UNCH    2 0
 CG0765
 CG0765.Superseded values are not recommended for survey control.
 CG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0765.See file dsdata.txt to determine how the superseded data were derived.
 CG0765
 CG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA096079(NAD 83)
 CG0765_MARKER: DB = BENCH MARK DISK
 CG0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0765_STAMPING: N 339 1961
 CG0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0765+STABILITY: SURFACE MOTION
 CG0765
 CG0765  HISTORY     - Date     Condition        Report By
 CG0765  HISTORY     - 1961     MONUMENTED       CGS
 CG0765  HISTORY     - 1977     GOOD             USGS
 CG0765
 CG0765                          STATION DESCRIPTION
 CG0765
 CG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0765'3.85 MI SW FROM VAMORI.
 CG0765'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CG0765'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CG0765'THENCE 3.25 MILES SOUTHWEST ALONG A DIRT ROAD, 3.1 MILES GENERAL
 CG0765'NORTHEASTERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST
 CG0765'WHICH PROJECTS 16 FEET AND IS NUMBERED 71, 2.9 MILES SOUTHWEST OF A
 CG0765'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CG0765'NUMBERED 72, 1.05 MILES SOUTHWEST OF A GATE ACROSS THE ROAD, 0.25 MILE
 CG0765'SOUTHWEST OF A WASH, 52 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 CG0765'1.9 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CG0765'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CG0765'INCHES.
 CG0765
 CG0765                          STATION RECOVERY (1977)
 CG0765
 CG0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0765'DELETE MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CG0765'WHICH PROJECTS 16 FT AND IS NUMBERED 72.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0173 ***********************************************************************
 FP0173  DESIGNATION -  N 34
 FP0173  PID         -  FP0173
 FP0173  STATE/COUNTY-  AZ/APACHE
 FP0173  USGS QUAD   -  EAST OF KINLICHEE (1983)
 FP0173
 FP0173                         *CURRENT SURVEY CONTROL
 FP0173  ___________________________________________________________________
 FP0173* NAD 83(1986)-  35 42 52.     (N)    109 19 51.     (W)     SCALED    
 FP0173* NAVD 88     -      2221.738  (meters)    7289.15   (feet)  ADJUSTED  
 FP0173  ___________________________________________________________________
 FP0173  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 FP0173  DYNAMIC HT  -        2218.604 (meters)    7278.87  (feet)  COMP
 FP0173  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 FP0173
 FP0173  VERT ORDER  -  FIRST     CLASS II
 FP0173
 FP0173.The horizontal coordinates were scaled from a topographic map and have
 FP0173.an estimated accuracy of +/- 6 seconds.
 FP0173
 FP0173.The orthometric height was determined by differential leveling
 FP0173.and adjusted in June 1991.
 FP0173
 FP0173.The geoid height was determined by GEOID03.
 FP0173
 FP0173.The dynamic height is computed by dividing the NAVD 88
 FP0173.geopotential number by the normal gravity value computed on the
 FP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0173.degrees latitude (g = 980.6199 gals.).
 FP0173
 FP0173.The modeled gravity was interpolated from observed gravity values.
 FP0173
 FP0173;                    North         East    Units  Estimated Accuracy
 FP0173;SPC AZ E     -   523,150.      288,990.      MT  (+/- 180 meters Scaled)
 FP0173
 FP0173                          SUPERSEDED SURVEY CONTROL
 FP0173
 FP0173  NGVD 29 (??/??/92) 2220.714  (m)         7285.79   (f) ADJ UNCH    1 2
 FP0173
 FP0173.Superseded values are not recommended for survey control.
 FP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0173.See file dsdata.txt to determine how the superseded data were derived.
 FP0173
 FP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE509535(NAD 83)
 FP0173_MARKER: DB = BENCH MARK DISK
 FP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0173_STAMPING: 7285.792 N 34 1933
 FP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0173+STABILITY: SURFACE MOTION
 FP0173
 FP0173  HISTORY     - Date     Condition        Report By
 FP0173  HISTORY     - 1933     MONUMENTED       CGS
 FP0173  HISTORY     - 1934     GOOD             NGS
 FP0173  HISTORY     - 1977     GOOD             USGS
 FP0173
 FP0173                          STATION DESCRIPTION
 FP0173
 FP0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0173'13.6 MI SE FROM GANADO.
 FP0173'13.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0173'OFFICE AT GANADO, APACHE COUNTY, AT THE END OF A LONG CURVE EAST, ON
 FP0173'AN EAST SLOPE, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 3
 FP0173'FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED 7285.792 N 34 1933
 FP0173'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 FP0173'GROUND.
 FP0173
 FP0173                          STATION RECOVERY (1977)
 FP0173
 FP0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0173'11.05 MILES EAST ALONG STATE HIGHWAY 264 FROM THE JUNCTION OF STATE
 FP0173'HIGHWAYS 63 AND 264 IN GANADO, APACHE CO., TO A ROAD INTERSECTION,
 FP0173'THENCE LEFT (NORTH) 0.1 MILES TO A ROAD INTSECTION AND THE OLD
 FP0173'HIGHWAY RIGHT OF WAY, TURN RIGHT (EAST) FOLLOWING OLD HIGHWAY 0.95
 FP0173'MILES TO BM. BM IS 95 FEET S. OF THE ROAD AND TRAIL INTERSECTION AND
 FP0173'36 FEET SW. OF CENTERLINE OF THE ROAD. A STANDARD TABLET STAMPED
 FP0173'"7285.792 N 34 1933" SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 FP0173'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0300 ***********************************************************************
 FQ0300  DESIGNATION -  N 340
 FQ0300  PID         -  FQ0300
 FQ0300  STATE/COUNTY-  AZ/COCONINO
 FQ0300  USGS QUAD   -  BELLEMONT (1980)
 FQ0300
 FQ0300                         *CURRENT SURVEY CONTROL
 FQ0300  ___________________________________________________________________
 FQ0300* NAD 83(1986)-  35 12 04.     (N)    111 45 41.     (W)     SCALED    
 FQ0300* NAVD 88     -      2217.312  (meters)    7274.63   (feet)  ADJUSTED  
 FQ0300  ___________________________________________________________________
 FQ0300  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0300  DYNAMIC HT  -        2214.160 (meters)    7264.29  (feet)  COMP
 FQ0300  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 FQ0300
 FQ0300  VERT ORDER  -  FIRST     CLASS II
 FQ0300
 FQ0300.The horizontal coordinates were scaled from a topographic map and have
 FQ0300.an estimated accuracy of +/- 6 seconds.
 FQ0300
 FQ0300.The orthometric height was determined by differential leveling
 FQ0300.and adjusted in June 1991.
 FQ0300
 FQ0300.The geoid height was determined by GEOID03.
 FQ0300
 FQ0300.The dynamic height is computed by dividing the NAVD 88
 FQ0300.geopotential number by the normal gravity value computed on the
 FQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0300.degrees latitude (g = 980.6199 gals.).
 FQ0300
 FQ0300.The modeled gravity was interpolated from observed gravity values.
 FQ0300
 FQ0300;                    North         East    Units  Estimated Accuracy
 FQ0300;SPC AZ C     -   465,900.      227,500.      MT  (+/- 180 meters Scaled)
 FQ0300
 FQ0300                          SUPERSEDED SURVEY CONTROL
 FQ0300
 FQ0300  NGVD 29 (??/??/92) 2216.284  (m)         7271.26   (f) ADJ UNCH    1 2
 FQ0300
 FQ0300.Superseded values are not recommended for survey control.
 FQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0300.See file dsdata.txt to determine how the superseded data were derived.
 FQ0300
 FQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD306956(NAD 83)
 FQ0300_MARKER: DB = BENCH MARK DISK
 FQ0300_SETTING: 80 = SET IN A BOULDER
 FQ0300_SP_SET: BOULDER
 FQ0300_STAMPING: N 340 1958
 FQ0300_MARK LOGO: CGS   
 FQ0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0300+STABILITY: SURFACE MOTION
 FQ0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0300+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 FQ0300
 FQ0300  HISTORY     - Date     Condition        Report By
 FQ0300  HISTORY     - 1958     MONUMENTED       CGS
 FQ0300  HISTORY     - 1982     GOOD             NGS
 FQ0300  HISTORY     - 20000906 GOOD             NGS
 FQ0300
 FQ0300                          STATION DESCRIPTION
 FQ0300
 FQ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0300'6.5 MI W FROM FLAGSTAFF.
 FQ0300'6.95 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0300'IN FLAGSTAFF, 0.3 MILE WEST OF MILEPOST NUMBER 209, 105 FEET SOUTH OF
 FQ0300'THE CENTER OF THE HIGHWAY, 15 FEET NORTHWEST OF A LARGE PINE TREE THAT
 FQ0300'HAS A WITNESS POST SIGN NAILED TO IT, CEMENTED IN A DRILL HOLE IN A
 FQ0300'BOULDER THAT PROJECTS 8 INCHES.
 FQ0300
 FQ0300                          STATION RECOVERY (1982)
 FQ0300
 FQ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0300'9.8 KM (6.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0300'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF A 3 BY 3 FOOT BOULDER
 FQ0300'PROJECTING 6-INCHES ON THE NORTHWEST SIDE, 45.7 METERS (150 FT)
 FQ0300'SOUTHEAST OF A CATTLE AND TRUCK OVERPASS, 30.4 METERS (100 FT) SOUTH
 FQ0300'OF THE SOUTHEAST END OF A STEEL GUARDRAIL, 34.7 METERS (114 FT)
 FQ0300'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 2.7
 FQ0300'METERS (9 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE, 3.6 METERS (12 FT)
 FQ0300'NORTHWEST OF A 36-INCH PONDAROSA PINE TREE BEARING A WITNESS PLAQUE.
 FQ0300'NOTE--THIS TREE IS DEAD ON TOP, EASY TO SPOT FROM THE FREEWAY.
 FQ0300
 FQ0300                          STATION RECOVERY (2000)
 FQ0300
 FQ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0300'9.6 KM (5.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FQ0300'JUNCTION OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF A 3 BY
 FQ0300'3-FOOT BOULDER PROJECTING 6-INCHES ABOVE THE GROUND, 45.7 M (149.9 FT)
 FQ0300'SOUTHEAST OF THE CENTER OF THE SOUTH END A CATTLE AND TRUCK CROSSING
 FQ0300'UNDER THE HIGHWAY, 35.1 M (115.2 FT) SOUTH OF THE CENTERLINE OF THE
 FQ0300'EASTBOUND LANES OF THE HIGHWAY, 27.8 M (91.2 FT) SOUTH OF THE EAST END
 FQ0300'OF A GUARDRAIL, 3.4 M (11.2 FT) SOUTH OF A FENCE, AND 1.7 M (5.6 FT)
 FQ0300'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON THE HIGHWAY
 FQ0300'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0124 ***********************************************************************
 CH0124  DESIGNATION -  N 340
 CH0124  PID         -  CH0124
 CH0124  STATE/COUNTY-  AZ/PIMA
 CH0124  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0124
 CH0124                         *CURRENT SURVEY CONTROL
 CH0124  ___________________________________________________________________
 CH0124* NAD 83(1986)-  31 49 50.     (N)    112 32 09.     (W)     SCALED    
 CH0124* NAVD 88     -       534.17   (+/-2cm)    1752.5    (feet)  VERTCON   
 CH0124  ___________________________________________________________________
 CH0124  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 CH0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0124
 CH0124.The horizontal coordinates were scaled from a topographic map and have
 CH0124.an estimated accuracy of +/- 6 seconds.
 CH0124
 CH0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0124.The vertical order pertains to the NGVD 29 superseded value.
 CH0124
 CH0124.The geoid height was determined by GEOID03.
 CH0124
 CH0124;                    North         East    Units  Estimated Accuracy
 CH0124;SPC AZ C     -    92,250.      154,750.      MT  (+/- 180 meters Scaled)
 CH0124
 CH0124                          SUPERSEDED SURVEY CONTROL
 CH0124
 CH0124  NGVD 29 (??/??/92)  533.453  (m)         1750.17   (f) ADJ UNCH    2 0
 CH0124
 CH0124.Superseded values are not recommended for survey control.
 CH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0124.See file dsdata.txt to determine how the superseded data were derived.
 CH0124
 CH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA546226(NAD 83)
 CH0124_MARKER: DB = BENCH MARK DISK
 CH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0124_STAMPING: N 340 1961
 CH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0124+STABILITY: SURFACE MOTION
 CH0124
 CH0124  HISTORY     - Date     Condition        Report By
 CH0124  HISTORY     - 1961     MONUMENTED       CGS
 CH0124
 CH0124                          STATION DESCRIPTION
 CH0124
 CH0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0124'2.15 MI NE FROM MENAGERS.
 CH0124'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0124'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0124'ALONG A TRAIL ROAD TO A SADDLE IN A LOW RANGE OF MOUNTAINS. THENCE 0.5
 CH0124'MILE NORTHEAST ACROSS COUNTRY THROUGH A CREEK BOTTOM TO A BRUSH CORRAL
 CH0124'AND A SMALL LAKE.  THENCE 0.85 MILE NORTHEAST ALONG A TRAIL ROAD, 0.2
 CH0124'MILE NORTHWEST OF A SMALL NARROW WASH, 0.8 MILE EAST-NORTHEAST OF A
 CH0124'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0124'NUMBERED 54, 21 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD,
 CH0124'53 FEET SOUTHWEST OF THE CENTER LINE OF A SHALLOW WASH, 2.0 FEET
 CH0124'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CH0124'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0188 ***********************************************************************
 FQ0188  DESIGNATION -  N 341
 FQ0188  PID         -  FQ0188
 FQ0188  STATE/COUNTY-  AZ/COCONINO
 FQ0188  USGS QUAD   -  WINONA (1974)
 FQ0188
 FQ0188                         *CURRENT SURVEY CONTROL
 FQ0188  ___________________________________________________________________
 FQ0188* NAD 83(1986)-  35 12 09.     (N)    111 26 37.     (W)     SCALED    
 FQ0188* NAVD 88     -      1943.446  (meters)    6376.12   (feet)  ADJUSTED  
 FQ0188  ___________________________________________________________________
 FQ0188  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FQ0188  DYNAMIC HT  -        1940.708 (meters)    6367.14  (feet)  COMP
 FQ0188  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 FQ0188
 FQ0188  VERT ORDER  -  FIRST     CLASS II
 FQ0188
 FQ0188.The horizontal coordinates were scaled from a topographic map and have
 FQ0188.an estimated accuracy of +/- 6 seconds.
 FQ0188
 FQ0188.The orthometric height was determined by differential leveling
 FQ0188.and adjusted in June 1991.
 FQ0188
 FQ0188.The geoid height was determined by GEOID03.
 FQ0188
 FQ0188.The dynamic height is computed by dividing the NAVD 88
 FQ0188.geopotential number by the normal gravity value computed on the
 FQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0188.degrees latitude (g = 980.6199 gals.).
 FQ0188
 FQ0188.The modeled gravity was interpolated from observed gravity values.
 FQ0188
 FQ0188;                    North         East    Units  Estimated Accuracy
 FQ0188;SPC AZ C     -   466,140.      256,430.      MT  (+/- 180 meters Scaled)
 FQ0188
 FQ0188                          SUPERSEDED SURVEY CONTROL
 FQ0188
 FQ0188  NGVD 29 (??/??/92) 1942.442  (m)         6372.83   (f) ADJ UNCH    1 2
 FQ0188
 FQ0188.Superseded values are not recommended for survey control.
 FQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0188.See file dsdata.txt to determine how the superseded data were derived.
 FQ0188
 FQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD596955(NAD 83)
 FQ0188_MARKER: DB = BENCH MARK DISK
 FQ0188_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0188_SP_SET: BEDROCK
 FQ0188_STAMPING: N 341 1958
 FQ0188_MARK LOGO: CGS   
 FQ0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0188+STABILITY: POSITION/ELEVATION WELL
 FQ0188
 FQ0188  HISTORY     - Date     Condition        Report By
 FQ0188  HISTORY     - 1958     MONUMENTED       CGS
 FQ0188  HISTORY     - 1983     GOOD             NGS
 FQ0188
 FQ0188                          STATION DESCRIPTION
 FQ0188
 FQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0188'13.0 MI E FROM FLAGSTAFF.
 FQ0188'12.95 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD
 FQ0188'DEPOT IN FLAGSTAFF, 0.3 MILE EAST OF MILEPOST NUMBER 229, 144 FEET
 FQ0188'NORTH OF THE CENTER OF THE HIGHWAY, 45 FEET NORTH OF A FENCE, 2 FEET
 FQ0188'SOUTH OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 FQ0188'PROJECTS 2 INCHES.
 FQ0188
 FQ0188                          STATION RECOVERY (1983)
 FQ0188
 FQ0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0188'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0188'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0188'IN FLAGSTAFF, THENCE 6.9 KM (4.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY
 FQ0188'40, IN THE CENTER OF A 3 BY 3 FT BOULDER THAT PROJECTS 2 INCHES ABOVE
 FQ0188'THE GROUND SURFACE, 0.2 KM (0.1 MI) EAST OF MILEPOST 209, 43.9 METERS
 FQ0188'(144.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 FQ0188'HIGHWAY AND 13.8 METERS (45.3 FT) NORTH OF A FENCE.
 FQ0188'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0188'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0025 ***********************************************************************
 CH0025  DESIGNATION -  N 341
 CH0025  PID         -  CH0025
 CH0025  STATE/COUNTY-  AZ/PIMA
 CH0025  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0025
 CH0025                         *CURRENT SURVEY CONTROL
 CH0025  ___________________________________________________________________
 CH0025* NAD 83(1986)-  31 48 30.     (N)    112 11 54.     (W)     SCALED    
 CH0025* NAVD 88     -       572.01   (+/-2cm)    1876.7    (feet)  VERTCON   
 CH0025  ___________________________________________________________________
 CH0025  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 CH0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0025
 CH0025.The horizontal coordinates were scaled from a topographic map and have
 CH0025.an estimated accuracy of +/- 6 seconds.
 CH0025
 CH0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0025.The vertical order pertains to the NGVD 29 superseded value.
 CH0025
 CH0025.The geoid height was determined by GEOID03.
 CH0025
 CH0025;                    North         East    Units  Estimated Accuracy
 CH0025;SPC AZ C     -    89,650.      186,690.      MT  (+/- 180 meters Scaled)
 CH0025
 CH0025                          SUPERSEDED SURVEY CONTROL
 CH0025
 CH0025  NGVD 29 (??/??/92)  571.327  (m)         1874.43   (f) ADJ UNCH    2 0
 CH0025
 CH0025.Superseded values are not recommended for survey control.
 CH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0025.See file dsdata.txt to determine how the superseded data were derived.
 CH0025
 CH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA865198(NAD 83)
 CH0025_MARKER: DB = BENCH MARK DISK
 CH0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CH0025_SP_SET: CATTLE GUARD
 CH0025_STAMPING: N 341 1961
 CH0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0025
 CH0025  HISTORY     - Date     Condition        Report By
 CH0025  HISTORY     - 1961     MONUMENTED       CGS
 CH0025  HISTORY     - 1962     GOOD             NGS
 CH0025
 CH0025                          STATION DESCRIPTION
 CH0025
 CH0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0025'1.6 MI S FROM KOTS KUG.
 CH0025'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0025'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE, 0.5 MILE SOUTH OF A
 CH0025'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND  IS
 CH0025'NUMBERED 65, 32 FEET WEST OF THE CENTER LINE OF THE TRAIL ROAD, 9 FEET
 CH0025'SOUTH OF THE CENTER LINE OF THE GRADED DIRT ROAD, ABOUT 6 INCHES ABOVE
 CH0025'THE LEVEL OF THE ROAD, AND SET IN THE TOP AND CENTER OF THE SOUTH
 CH0025'CONCRETE HEADWALL OF A CATTLE GUARD ON AN EAST-WEST ROAD.
 CH0025
 CH0025                          STATION RECOVERY (1962)
 CH0025
 CH0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CH0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0400 ***********************************************************************
 DA0400  DESIGNATION -  N 342
 DA0400  PID         -  DA0400
 DA0400  STATE/COUNTY-  AZ/PIMA
 DA0400  USGS QUAD   -  BATES WELL (1990)
 DA0400
 DA0400                         *CURRENT SURVEY CONTROL
 DA0400  ___________________________________________________________________
 DA0400* NAD 83(1986)-  32 09 48.     (N)    112 59 41.     (W)     SCALED    
 DA0400* NAVD 88     -       379.16   (+/-2cm)    1244.0    (feet)  VERTCON   
 DA0400  ___________________________________________________________________
 DA0400  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0400
 DA0400.The horizontal coordinates were scaled from a topographic map and have
 DA0400.an estimated accuracy of +/- 6 seconds.
 DA0400
 DA0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0400.The vertical order pertains to the NGVD 29 superseded value.
 DA0400
 DA0400.The geoid height was determined by GEOID03.
 DA0400
 DA0400;                    North         East    Units  Estimated Accuracy
 DA0400;SPC AZ C     -   129,490.      111,680.      MT  (+/- 180 meters Scaled)
 DA0400
 DA0400                          SUPERSEDED SURVEY CONTROL
 DA0400
 DA0400  NGVD 29 (??/??/92)  378.470  (m)         1241.70   (f) ADJ UNCH    2 0
 DA0400
 DA0400.Superseded values are not recommended for survey control.
 DA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0400.See file dsdata.txt to determine how the superseded data were derived.
 DA0400
 DA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA119602(NAD 83)
 DA0400_MARKER: DB = BENCH MARK DISK
 DA0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0400_STAMPING: N 342 1961
 DA0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0400+STABILITY: SURFACE MOTION
 DA0400
 DA0400  HISTORY     - Date     Condition        Report By
 DA0400  HISTORY     - 1961     MONUMENTED       CGS
 DA0400  HISTORY     - 1962     GOOD             NGS
 DA0400
 DA0400                          STATION DESCRIPTION
 DA0400
 DA0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0400'22.4 MI SW FROM AJO.
 DA0400'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0400'RAILROAD FROM THE STATION AT AJO, THENCE 2.4 MILES SOUTHEAST ALONG
 DA0400'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0400'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0400'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 2.85 MILES SOUTHWEST
 DA0400'ALONG A TRAIL ROAD, 1.3 MILES EAST OF A 4X4-INCH WHITE WOODEN
 DA0400'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 49, 0.3 MILES
 DA0400'SOUTHWEST OF THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING
 DA0400'SOUTH, 1.45 MILES SOUTHWEST OF AN ABANDONED MINE, 63 FEET NORTHWEST OF
 DA0400'THE CENTER LINE OF THE TRAIL ROAD, 1.7 FEET NORTHEAST OF A METAL
 DA0400'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND
 DA0400'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0058 ***********************************************************************
 FQ0058  DESIGNATION -  N 342
 FQ0058  PID         -  FQ0058
 FQ0058  STATE/COUNTY-  AZ/COCONINO
 FQ0058  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0058
 FQ0058                         *CURRENT SURVEY CONTROL
 FQ0058  ___________________________________________________________________
 FQ0058* NAD 83(1986)-  35 05 39.     (N)    110 56 05.     (W)     SCALED    
 FQ0058* NAVD 88     -      1535.292  (meters)    5037.04   (feet)  ADJUSTED  
 FQ0058  ___________________________________________________________________
 FQ0058  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FQ0058  DYNAMIC HT  -        1533.248 (meters)    5030.33  (feet)  COMP
 FQ0058  MODELED GRAV-     979,249.1   (mgal)                       NAVD 88
 FQ0058
 FQ0058  VERT ORDER  -  SECOND    CLASS 0
 FQ0058
 FQ0058.The horizontal coordinates were scaled from a topographic map and have
 FQ0058.an estimated accuracy of +/- 6 seconds.
 FQ0058
 FQ0058.The orthometric height was determined by differential leveling
 FQ0058.and adjusted in June 1991.
 FQ0058
 FQ0058.The geoid height was determined by GEOID03.
 FQ0058
 FQ0058.The dynamic height is computed by dividing the NAVD 88
 FQ0058.geopotential number by the normal gravity value computed on the
 FQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0058.degrees latitude (g = 980.6199 gals.).
 FQ0058
 FQ0058.The modeled gravity was interpolated from observed gravity values.
 FQ0058
 FQ0058;                    North         East    Units  Estimated Accuracy
 FQ0058;SPC AZ C     -   454,460.      302,890.      MT  (+/- 180 meters Scaled)
 FQ0058
 FQ0058                          SUPERSEDED SURVEY CONTROL
 FQ0058
 FQ0058  NGVD 29 (??/??/92) 1534.486  (m)         5034.39   (f) ADJ UNCH    2 0
 FQ0058
 FQ0058.Superseded values are not recommended for survey control.
 FQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0058.See file dsdata.txt to determine how the superseded data were derived.
 FQ0058
 FQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD059834(NAD 83)
 FQ0058_MARKER: DB = BENCH MARK DISK
 FQ0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0058_SP_SET: PUMP BASE
 FQ0058_STAMPING: N 342 1958
 FQ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0058
 FQ0058  HISTORY     - Date     Condition        Report By
 FQ0058  HISTORY     - 1958     MONUMENTED       CGS
 FQ0058  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0058
 FQ0058                          STATION DESCRIPTION
 FQ0058
 FQ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0058'14.0 MI W FROM WINSLOW.
 FQ0058'14.7 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0058'5 FEET EAST OF THE WEST END OF AN ISLAND, 1.5 FEET SOUTH OF THE NORTH
 FQ0058'EDGE OF THE ISLAND AND CEMENTED IN A DRILL HOLE IN THE BASE OF THE GAS
 FQ0058'PUMPS AT METEOR CITY INDIAN TRADING POST.
 FQ0058
 FQ0058                          STATION RECOVERY (1983)
 FQ0058
 FQ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0058'THE BASE OF THE GAS PUMP HAS BEEN DESTROYED AND THE MARK SHOULD BE
 FQ0058'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0168 ***********************************************************************
 DV0168  DESIGNATION -  N 343
 DV0168  PID         -  DV0168
 DV0168  STATE/COUNTY-  AZ/MARICOPA
 DV0168  USGS QUAD   -  UNION HILLS (1981)
 DV0168
 DV0168                         *CURRENT SURVEY CONTROL
 DV0168  ___________________________________________________________________
 DV0168* NAD 83(1986)-  33 42 42.     (N)    112 07 05.     (W)     SCALED    
 DV0168* NAVD 88     -       438.55   (+/-2cm)    1438.8    (feet)  VERTCON   
 DV0168  ___________________________________________________________________
 DV0168  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DV0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0168
 DV0168.The horizontal coordinates were scaled from a topographic map and have
 DV0168.an estimated accuracy of +/- 6 seconds.
 DV0168
 DV0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0168.The vertical order pertains to the NGVD 29 superseded value.
 DV0168
 DV0168.The geoid height was determined by GEOID03.
 DV0168
 DV0168;                    North         East    Units  Estimated Accuracy
 DV0168;SPC AZ C     -   300,690.      194,690.      MT  (+/- 180 meters Scaled)
 DV0168
 DV0168                          SUPERSEDED SURVEY CONTROL
 DV0168
 DV0168  NGVD 29 (??/??/92)  437.964  (m)         1436.89   (f) ADJ UNCH    2 0
 DV0168
 DV0168.Superseded values are not recommended for survey control.
 DV0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0168.See file dsdata.txt to determine how the superseded data were derived.
 DV0168
 DV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964307(NAD 83)
 DV0168_MARKER: DB = BENCH MARK DISK
 DV0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0168_STAMPING: N 343 1959
 DV0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0168+STABILITY: SURFACE MOTION
 DV0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0168+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DV0168
 DV0168  HISTORY     - Date     Condition        Report By
 DV0168  HISTORY     - 1959     MONUMENTED       CGS
 DV0168  HISTORY     - 1971     GOOD             NGS
 DV0168  HISTORY     - 1977     GOOD             LOCENG
 DV0168  HISTORY     - 20051029 GOOD             GEOCAC
 DV0168  HISTORY     - 20080506 GOOD             GEOCAC
 DV0168
 DV0168                          STATION DESCRIPTION
 DV0168
 DV0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0168'10.0 MI N FROM PHOENIX.
 DV0168'16.75 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF
 DV0168'GRAND AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE SOUTH OF
 DV0168'MILEPOST NUMBER 218, 97 FEET WEST OF THE HIGHWAY, 2 FEET EAST OF THE
 DV0168'FENCE, 3.6 FEET NORTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH
 DV0168'ROUND CONCRETE POST THAT PROJECTS 2 INCHES.
 DV0168
 DV0168                          STATION RECOVERY (1971)
 DV0168
 DV0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DV0168'RECOVERED IN GOOD CONDITION.
 DV0168
 DV0168                          STATION RECOVERY (1977)
 DV0168
 DV0168'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0168'RECOVERED IN GOOD CONDITION.
 DV0168
 DV0168                          STATION RECOVERY (2005)
 DV0168
 DV0168'RECOVERY NOTE BY GEOCACHING 2005 (RHT)
 DV0168'TO REACH HEAD ABOUT 250 YARDS SOUTH ON THE SOUTHBOUND ENTRANCE RAMP TO
 DV0168'I-17 FROM THE WESTERN ROUNDABOUT AT HAPPY VALLEY ROAD. HEAD EAST ALONG
 DV0168'THE CLEARING IN THE SCRUB TO THE STATION. GPS COORDINATES NOTED AT THE
 DV0168'STATION ARE N 33D 42.691 W 112D 07.059, ABOUT 50'FROM THE LISTED
 DV0168'COORDINATES.
 DV0168
 DV0168                          STATION RECOVERY (2008)
 DV0168
 DV0168'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0168'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0168'42.688' W112 07.059'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0901 ***********************************************************************
 DA0901  DESIGNATION -  N 344
 DA0901  PID         -  DA0901
 DA0901  STATE/COUNTY-  AZ/YUMA
 DA0901  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0901
 DA0901                         *CURRENT SURVEY CONTROL
 DA0901  ___________________________________________________________________
 DA0901* NAD 83(1986)-  32 05 49.     (N)    113 21 13.     (W)     SCALED    
 DA0901* NAVD 88     -       239.34   (+/-2cm)     785.2    (feet)  VERTCON   
 DA0901  ___________________________________________________________________
 DA0901  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DA0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0901
 DA0901.The horizontal coordinates were scaled from a topographic map and have
 DA0901.an estimated accuracy of +/- 6 seconds.
 DA0901
 DA0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0901.The vertical order pertains to the NGVD 29 superseded value.
 DA0901
 DA0901.The geoid height was determined by GEOID03.
 DA0901
 DA0901;                    North         East    Units  Estimated Accuracy
 DA0901;SPC AZ W     -   121,690.      250,770.      MT  (+/- 180 meters Scaled)
 DA0901
 DA0901                          SUPERSEDED SURVEY CONTROL
 DA0901
 DA0901  NGVD 29 (??/??/92)  238.663  (m)          783.01   (f) ADJ UNCH    2 0
 DA0901
 DA0901.Superseded values are not recommended for survey control.
 DA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0901.See file dsdata.txt to determine how the superseded data were derived.
 DA0901
 DA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA778536(NAD 83)
 DA0901_MARKER: DB = BENCH MARK DISK
 DA0901_SETTING: 66 = SET IN ROCK OUTCROP
 DA0901_SP_SET: ROCK MOUNTAIN
 DA0901_STAMPING: N 344 1961
 DA0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0901+STABILITY: POSITION/ELEVATION WELL
 DA0901
 DA0901  HISTORY     - Date     Condition        Report By
 DA0901  HISTORY     - 1961     MONUMENTED       CGS
 DA0901  HISTORY     - 1962     GOOD             NGS
 DA0901
 DA0901                          STATION DESCRIPTION
 DA0901
 DA0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0901'4.3 MI SW FROM PAPAGO WELL.
 DA0901'ABOUT 4.3 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0901'TANK AT PAPAGO WELL, 1.7 MILES GENERAL WESTERLY DIRECTION OF A
 DA0901'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0901'NUMBERED 31, 69 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 210
 DA0901'FEET EAST-SOUTHEAST OF ONEILS GRAVE, ABOUT 10 FEET ABOVE THE LEVEL OF
 DA0901'THE TRAIL ROAD, SET IN THE TOP OF A LARGE BOULDER AT THE BASE OF THE
 DA0901'NORTH SLOPE OF A SOLID ROCK MOUNTAIN AND PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0578 ***********************************************************************
 ES0578  DESIGNATION -  N 344
 ES0578  PID         -  ES0578
 ES0578  STATE/COUNTY-  AZ/YAVAPAI
 ES0578  USGS QUAD   -  CAMP VERDE (1969)
 ES0578
 ES0578                         *CURRENT SURVEY CONTROL
 ES0578  ___________________________________________________________________
 ES0578* NAD 83(1986)-  34 36 41.     (N)    111 51 42.     (W)     SCALED    
 ES0578* NAVD 88     -      1004.014  (meters)    3294.00   (feet)  ADJUSTED  
 ES0578  ___________________________________________________________________
 ES0578  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 ES0578  DYNAMIC HT  -        1002.753 (meters)    3289.87  (feet)  COMP
 ES0578  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 ES0578
 ES0578  VERT ORDER  -  SECOND    CLASS 0
 ES0578
 ES0578.The horizontal coordinates were scaled from a topographic map and have
 ES0578.an estimated accuracy of +/- 6 seconds.
 ES0578
 ES0578.The orthometric height was determined by differential leveling
 ES0578.and adjusted in June 1991.
 ES0578
 ES0578.The geoid height was determined by GEOID03.
 ES0578
 ES0578.The dynamic height is computed by dividing the NAVD 88
 ES0578.geopotential number by the normal gravity value computed on the
 ES0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0578.degrees latitude (g = 980.6199 gals.).
 ES0578
 ES0578.The modeled gravity was interpolated from observed gravity values.
 ES0578
 ES0578;                    North         East    Units  Estimated Accuracy
 ES0578;SPC AZ C     -   400,470.      218,400.      MT  (+/- 180 meters Scaled)
 ES0578
 ES0578                          SUPERSEDED SURVEY CONTROL
 ES0578
 ES0578  NGVD 29 (??/??/92) 1003.291  (m)         3291.63   (f) ADJ UNCH    2 0
 ES0578
 ES0578.Superseded values are not recommended for survey control.
 ES0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0578.See file dsdata.txt to determine how the superseded data were derived.
 ES0578
 ES0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD210302(NAD 83)
 ES0578_MARKER: DB = BENCH MARK DISK
 ES0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0578_SP_SET: CATTLE GUARD
 ES0578_STAMPING: N 344 1959
 ES0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0578
 ES0578  HISTORY     - Date     Condition        Report By
 ES0578  HISTORY     - 1959     MONUMENTED       CGS
 ES0578
 ES0578                          STATION DESCRIPTION
 ES0578
 ES0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0578'5.6 MI NW FROM CAMP VERDE.
 ES0578'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTOWOOD FROM THE
 ES0578'POST OFFICE IN CAMP VERDE, THENCE 2.8 MILES NORTH ALONG STATE HIGHWAY
 ES0578'79, 104 FEET SOUTHWEST OF MILEPOST 290, 95 FEET WEST OF THE CENTER OF
 ES0578'THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE NORTH HEADWALL OF A
 ES0578'CATTLE GUARD THAT IS ON A GRAVEL ROAD LEADING TO MIDDLE VERDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0876 ***********************************************************************
 DA0876  DESIGNATION -  N 345
 DA0876  PID         -  DA0876
 DA0876  STATE/COUNTY-  AZ/PIMA
 DA0876  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0876
 DA0876                         *CURRENT SURVEY CONTROL
 DA0876  ___________________________________________________________________
 DA0876* NAD 83(1986)-  32 17 02.     (N)    113 11 22.     (W)     SCALED    
 DA0876* NAVD 88     -       262.37   (+/-2cm)     860.8    (feet)  VERTCON   
 DA0876  ___________________________________________________________________
 DA0876  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DA0876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0876
 DA0876.The horizontal coordinates were scaled from a topographic map and have
 DA0876.an estimated accuracy of +/- 6 seconds.
 DA0876
 DA0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0876.The vertical order pertains to the NGVD 29 superseded value.
 DA0876
 DA0876.The geoid height was determined by GEOID03.
 DA0876
 DA0876;                    North         East    Units  Estimated Accuracy
 DA0876;SPC AZ C     -   143,060.       93,470.      MT  (+/- 180 meters Scaled)
 DA0876
 DA0876                          SUPERSEDED SURVEY CONTROL
 DA0876
 DA0876  NGVD 29 (??/??/92)  261.708  (m)          858.62   (f) ADJ UNCH    2 0
 DA0876
 DA0876.Superseded values are not recommended for survey control.
 DA0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0876.See file dsdata.txt to determine how the superseded data were derived.
 DA0876
 DA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA938740(NAD 83)
 DA0876_MARKER: DB = BENCH MARK DISK
 DA0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0876_STAMPING: N 345 1961
 DA0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0876+STABILITY: SURFACE MOTION
 DA0876
 DA0876  HISTORY     - Date     Condition        Report By
 DA0876  HISTORY     - 1961     MONUMENTED       CGS
 DA0876  HISTORY     - 1962     GOOD             NGS
 DA0876
 DA0876                          STATION DESCRIPTION
 DA0876
 DA0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0876'38.35 MI SW FROM AJO.
 DA0876'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0876'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0876'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0876'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0876'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0876'ALONG A TRAIL ROAD.  THENCE 14.7 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0876'0.7 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0876'PROJECTS 16 FEET AND IS NUMBERED 46, 33 FEET NORTHEAST OF THE CENTER
 DA0876'LINE OF THE ROAD, 2.0 FEET NORTHTHEAST OF A METAL WITNESS POST, ABOUT
 DA0876'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0876'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0534 ***********************************************************************
 ES0534  DESIGNATION -  N 345
 ES0534  PID         -  ES0534
 ES0534  STATE/COUNTY-  AZ/COCONINO
 ES0534  USGS QUAD   -  MUNDS PARK (1974)
 ES0534
 ES0534                         *CURRENT SURVEY CONTROL
 ES0534  ___________________________________________________________________
 ES0534* NAD 83(1986)-  34 53 37.     (N)    111 38 28.     (W)     SCALED    
 ES0534* NAVD 88     -      1958.838  (meters)    6426.62   (feet)  ADJUSTED  
 ES0534  ___________________________________________________________________
 ES0534  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 ES0534  DYNAMIC HT  -        1956.096 (meters)    6417.62  (feet)  COMP
 ES0534  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 ES0534
 ES0534  VERT ORDER  -  SECOND    CLASS 0
 ES0534
 ES0534.The horizontal coordinates were scaled from a topographic map and have
 ES0534.an estimated accuracy of +/- 6 seconds.
 ES0534
 ES0534.The orthometric height was determined by differential leveling
 ES0534.and adjusted in June 1991.
 ES0534
 ES0534.The geoid height was determined by GEOID03.
 ES0534
 ES0534.The dynamic height is computed by dividing the NAVD 88
 ES0534.geopotential number by the normal gravity value computed on the
 ES0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0534.degrees latitude (g = 980.6199 gals.).
 ES0534
 ES0534.The modeled gravity was interpolated from observed gravity values.
 ES0534
 ES0534;                    North         East    Units  Estimated Accuracy
 ES0534;SPC AZ C     -   431,810.      238,550.      MT  (+/- 180 meters Scaled)
 ES0534
 ES0534                          SUPERSEDED SURVEY CONTROL
 ES0534
 ES0534  NGVD 29 (??/??/92) 1957.895  (m)         6423.53   (f) ADJ UNCH    2 0
 ES0534
 ES0534.Superseded values are not recommended for survey control.
 ES0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0534.See file dsdata.txt to determine how the superseded data were derived.
 ES0534
 ES0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD414614(NAD 83)
 ES0534_MARKER: DB = BENCH MARK DISK
 ES0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0534_SP_SET: BRIDGE
 ES0534_STAMPING: N 345 1959
 ES0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0534
 ES0534  HISTORY     - Date     Condition        Report By
 ES0534  HISTORY     - 1959     MONUMENTED       CGS
 ES0534  HISTORY     - 20050913 GOOD             USPSQD
 ES0534
 ES0534                          STATION DESCRIPTION
 ES0534
 ES0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0534'21.6 MI S FROM FLAGSTAFF.
 ES0534'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0534'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0534'THENCE 22.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 3.8 MILES
 ES0534'SOUTH OF THE GOLF COURSE, 28 FEET EAST OF THE NORTH-BOUND LANE, 4 FEET
 ES0534'SOUTH OF THE WITNESS POST, CEMENTED IN THE CENTER OF A 12 FOOT
 ES0534'CONCRETE BRIDGE IN THE EAST HEADWALL.
 ES0534
 ES0534                          STATION RECOVERY (2005)
 ES0534
 ES0534'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 ES0534'MARK FOUND.  MARK FOUND IN HEADWALL AT COORDINATES THE WITNESS POST
 ES0534'WAS NOT PREASENT.  HOWEVER, THE DISK APPEARS TO HAVE BEEN REPLACED BY
 ES0534'ARIZONA DEPARTMENT OF HIGHWAYS. DISK WAS MARKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0962 ***********************************************************************
 DA0962  DESIGNATION -  N 346
 DA0962  PID         -  DA0962
 DA0962  STATE/COUNTY-  AZ/YUMA
 DA0962  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0962
 DA0962                         *CURRENT SURVEY CONTROL
 DA0962  ___________________________________________________________________
 DA0962* NAD 83(1986)-  32 14 52.     (N)    113 52 02.     (W)     SCALED    
 DA0962* NAVD 88     -       366.20   (+/-2cm)    1201.4    (feet)  VERTCON   
 DA0962  ___________________________________________________________________
 DA0962  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DA0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0962
 DA0962.The horizontal coordinates were scaled from a topographic map and have
 DA0962.an estimated accuracy of +/- 6 seconds.
 DA0962
 DA0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0962.The vertical order pertains to the NGVD 29 superseded value.
 DA0962
 DA0962.The geoid height was determined by GEOID03.
 DA0962
 DA0962;                    North         East    Units  Estimated Accuracy
 DA0962;SPC AZ W     -   138,350.      202,310.      MT  (+/- 180 meters Scaled)
 DA0962
 DA0962                          SUPERSEDED SURVEY CONTROL
 DA0962
 DA0962  NGVD 29 (??/??/92)  365.501  (m)         1199.15   (f) ADJ UNCH    2 0
 DA0962
 DA0962.Superseded values are not recommended for survey control.
 DA0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0962.See file dsdata.txt to determine how the superseded data were derived.
 DA0962
 DA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA298715(NAD 83)
 DA0962_MARKER: DB = BENCH MARK DISK
 DA0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0962_SP_SET: BASE
 DA0962_STAMPING: N 346 1961
 DA0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0962
 DA0962  HISTORY     - Date     Condition        Report By
 DA0962  HISTORY     - 1961     MONUMENTED       CGS
 DA0962  HISTORY     - 1962     GOOD             NGS
 DA0962
 DA0962                          STATION DESCRIPTION
 DA0962
 DA0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0962'7.9 MI W FROM TULE WELL.
 DA0962'ABOUT 7.9 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0962'COMMISSION SHELTER AT TULE WELL, 1.4 MILES WEST OF A 4X4-INCH WHITE
 DA0962'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 17, SET IN
 DA0962'A DRILLED HOLE AT THE BASE OF THE SOUTHWEST SLOPE OF A MOUNTAIN, 27
 DA0962'FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, AND ABOUT 4 FEET
 DA0962'ABOVE THE LEVEL OF THE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0093 ***********************************************************************
 ES0093  DESIGNATION -  N 346
 ES0093  PID         -  ES0093
 ES0093  STATE/COUNTY-  AZ/NAVAJO
 ES0093  USGS QUAD   -  SUN VALLEY (1986)
 ES0093
 ES0093                         *CURRENT SURVEY CONTROL
 ES0093  ___________________________________________________________________
 ES0093* NAD 83(1986)-  34 58 49.     (N)    110 03 33.     (W)     SCALED    
 ES0093* NAVD 88     -      1606.740  (meters)    5271.45   (feet)  ADJUSTED  
 ES0093  ___________________________________________________________________
 ES0093  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0093  DYNAMIC HT  -        1604.524 (meters)    5264.18  (feet)  COMP
 ES0093  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 ES0093
 ES0093  VERT ORDER  -  SECOND    CLASS 0
 ES0093
 ES0093.The horizontal coordinates were scaled from a topographic map and have
 ES0093.an estimated accuracy of +/- 6 seconds.
 ES0093
 ES0093.The orthometric height was determined by differential leveling
 ES0093.and adjusted in June 1991.
 ES0093
 ES0093.The geoid height was determined by GEOID03.
 ES0093
 ES0093.The dynamic height is computed by dividing the NAVD 88
 ES0093.geopotential number by the normal gravity value computed on the
 ES0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0093.degrees latitude (g = 980.6199 gals.).
 ES0093
 ES0093.The modeled gravity was interpolated from observed gravity values.
 ES0093
 ES0093;                    North         East    Units  Estimated Accuracy
 ES0093;SPC AZ E     -   441,390.      223,180.      MT  (+/- 180 meters Scaled)
 ES0093
 ES0093                          SUPERSEDED SURVEY CONTROL
 ES0093
 ES0093  NGVD 29 (??/??/92) 1605.879  (m)         5268.62   (f) ADJ UNCH    2 0
 ES0093
 ES0093.Superseded values are not recommended for survey control.
 ES0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0093.See file dsdata.txt to determine how the superseded data were derived.
 ES0093
 ES0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD858712(NAD 83)
 ES0093_MARKER: DB = BENCH MARK DISK
 ES0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0093+STABILITY: SURFACE MOTION
 ES0093
 ES0093  HISTORY     - Date     Condition        Report By
 ES0093  HISTORY     - UNK      MONUMENTED       CGS
 ES0093  HISTORY     - 1959     GOOD             NGS
 ES0093  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0093
 ES0093                          STATION DESCRIPTION
 ES0093
 ES0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0093'8.6 MI NE FROM HOLBROOK.
 ES0093'8.6 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 ES0093'AT HOLBROOK, 1.8 MILES EAST OF THE INDIAN WELLS, KEAMS CANYON ROAD,
 ES0093'0.25 MILE WEST OF MILEPOST 315, 98 FEET NORTH OF THE CENTERLINE OF THE
 ES0093'WEST BOUND TRAFFIC LANE, 54 FEET EAST OF A GATE, 13 FEET NORTHWEST OF
 ES0093'A TELEPHONE POLE, 1 FOOT SOUTH OF AN EAST-WEST FENCE, 2 FEET EAST OF
 ES0093'THE WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 ES0093'THAT PROJECTS 4 INCHES.
 ES0093
 ES0093                          STATION RECOVERY (1983)
 ES0093
 ES0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0994 ***********************************************************************
 DA0994  DESIGNATION -  N 347
 DA0994  PID         -  DA0994
 DA0994  STATE/COUNTY-  AZ/YUMA
 DA0994  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0994
 DA0994                         *CURRENT SURVEY CONTROL
 DA0994  ___________________________________________________________________
 DA0994* NAD 83(1986)-  32 13 33.     (N)    113 44 59.     (W)     SCALED    
 DA0994* NAVD 88     -       358.47   (+/-2cm)    1176.1    (feet)  VERTCON   
 DA0994  ___________________________________________________________________
 DA0994  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0994
 DA0994.The horizontal coordinates were scaled from a topographic map and have
 DA0994.an estimated accuracy of +/- 6 seconds.
 DA0994
 DA0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0994.The vertical order pertains to the NGVD 29 superseded value.
 DA0994
 DA0994.The geoid height was determined by GEOID03.
 DA0994
 DA0994;                    North         East    Units  Estimated Accuracy
 DA0994;SPC AZ W     -   135,910.      213,390.      MT  (+/- 180 meters Scaled)
 DA0994
 DA0994                          SUPERSEDED SURVEY CONTROL
 DA0994
 DA0994  NGVD 29 (??/??/92)  357.775  (m)         1173.80   (f) ADJ UNCH    2 0
 DA0994
 DA0994.Superseded values are not recommended for survey control.
 DA0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0994.See file dsdata.txt to determine how the superseded data were derived.
 DA0994
 DA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA408687(NAD 83)
 DA0994_MARKER: DB = BENCH MARK DISK
 DA0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0994_STAMPING: N 347 1961
 DA0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0994+STABILITY: SURFACE MOTION
 DA0994
 DA0994  HISTORY     - Date     Condition        Report By
 DA0994  HISTORY     - 1961     MONUMENTED       CGS
 DA0994  HISTORY     - 1962     GOOD             NGS
 DA0994  HISTORY     - 1971     MARK NOT FOUND   USGS
 DA0994
 DA0994                          STATION DESCRIPTION
 DA0994
 DA0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0994'IN TULE WELL.
 DA0994'AT TULE WELL.  82 FEET SOUTHEAST OF THE EAST CORNER OF THE FISH AND
 DA0994'GAME COMMISSION SHELTER, WEST-SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0994'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28, 74 FEET
 DA0994'SOUTH OF THE JUNCTION OF THE CENTER LINES OF TRAIL ROADS WHICH LEAD
 DA0994'NORTHEAST, SOUTHEAST AND WEST, 45.5 FEET WEST OF THE WEST LEG OF A
 DA0994'METAL WINDMILL, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 DA0994'LEVEL WITH THE ROAD JUNCTION, AND IN THE TOP OF A CONCRETE POST
 DA0994'PROJECTING 5 INCHES.
 DA0994
 DA0994                          STATION RECOVERY (1971)
 DA0994
 DA0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DA0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0239 ***********************************************************************
 FP0239  DESIGNATION -  N 347
 FP0239  PID         -  FP0239
 FP0239  STATE/COUNTY-  AZ/APACHE
 FP0239  USGS QUAD   -  LUPTON (1971)
 FP0239
 FP0239                         *CURRENT SURVEY CONTROL
 FP0239  ___________________________________________________________________
 FP0239* NAD 83(1986)-  35 18 39.     (N)    109 06 20.     (W)     SCALED    
 FP0239* NAVD 88     -      1870.323  (meters)    6136.22   (feet)  ADJUSTED  
 FP0239  ___________________________________________________________________
 FP0239  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 FP0239  DYNAMIC HT  -        1867.682 (meters)    6127.55  (feet)  COMP
 FP0239  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 FP0239
 FP0239  VERT ORDER  -  SECOND    CLASS 0
 FP0239
 FP0239.The horizontal coordinates were scaled from a topographic map and have
 FP0239.an estimated accuracy of +/- 6 seconds.
 FP0239
 FP0239.The orthometric height was determined by differential leveling
 FP0239.and adjusted in June 1991.
 FP0239
 FP0239.The geoid height was determined by GEOID03.
 FP0239
 FP0239.The dynamic height is computed by dividing the NAVD 88
 FP0239.geopotential number by the normal gravity value computed on the
 FP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0239.degrees latitude (g = 980.6199 gals.).
 FP0239
 FP0239.The modeled gravity was interpolated from observed gravity values.
 FP0239
 FP0239;                    North         East    Units  Estimated Accuracy
 FP0239;SPC AZ E     -   478,570.      309,850.      MT  (+/- 180 meters Scaled)
 FP0239
 FP0239                          SUPERSEDED SURVEY CONTROL
 FP0239
 FP0239  NGVD 29 (??/??/92) 1869.330  (m)         6132.96   (f) ADJ UNCH    2 0
 FP0239
 FP0239.Superseded values are not recommended for survey control.
 FP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0239.See file dsdata.txt to determine how the superseded data were derived.
 FP0239
 FP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE722091(NAD 83)
 FP0239_MARKER: DB = BENCH MARK DISK
 FP0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0239_SP_SET: BRIDGE
 FP0239_STAMPING: N 347 1959
 FP0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0239
 FP0239  HISTORY     - Date     Condition        Report By
 FP0239  HISTORY     - 1959     MONUMENTED       CGS
 FP0239  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0239
 FP0239                          STATION DESCRIPTION
 FP0239
 FP0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0239'15.5 MI E FROM SANDERS.
 FP0239'15.5 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0239'SANDERS, 6.85 MILES EAST OF HOUCK, 0.05 MILE WEST OF MILEPOST 377, 26
 FP0239'FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTHWEST OF THE
 FP0239'WITNESS POST, 1 FOOT WEST OF THE EAST END OF THE NORTH HEADWALL OF A
 FP0239'CONCRETE BRIDGE, CEMENTED IN A DRILL HOLE.
 FP0239
 FP0239                          STATION RECOVERY (1983)
 FP0239
 FP0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0239'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0008 ***********************************************************************
 DB0008  DESIGNATION -  N 348
 DB0008  PID         -  DB0008
 DB0008  STATE/COUNTY-  AZ/YUMA
 DB0008  USGS QUAD   -  CIPRIANO PASS (1990)
 DB0008
 DB0008                         *CURRENT SURVEY CONTROL
 DB0008  ___________________________________________________________________
 DB0008* NAD 83(1986)-  32 23 22.     (N)    114 10 58.     (W)     SCALED    
 DB0008* NAVD 88     -       261.24   (+/-2cm)     857.1    (feet)  VERTCON   
 DB0008  ___________________________________________________________________
 DB0008  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DB0008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0008
 DB0008.The horizontal coordinates were scaled from a topographic map and have
 DB0008.an estimated accuracy of +/- 6 seconds.
 DB0008
 DB0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0008.The vertical order pertains to the NGVD 29 superseded value.
 DB0008
 DB0008.The geoid height was determined by GEOID03.
 DB0008
 DB0008;                    North         East    Units  Estimated Accuracy
 DB0008;SPC AZ W     -   154,140.      172,640.      MT  (+/- 180 meters Scaled)
 DB0008
 DB0008                          SUPERSEDED SURVEY CONTROL
 DB0008
 DB0008  NGVD 29 (??/??/??)  260.551  (m)          854.82   (f) ADJUSTED    2 0
 DB0008
 DB0008.Superseded values are not recommended for survey control.
 DB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0008.See file dsdata.txt to determine how the superseded data were derived.
 DB0008
 DB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR650870(NAD 83)
 DB0008_MARKER: DB = BENCH MARK DISK
 DB0008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0008_SP_SET: 8 FEET
 DB0008_STAMPING: N 348 1962
 DB0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0008
 DB0008  HISTORY     - Date     Condition        Report By
 DB0008  HISTORY     - 1962     MONUMENTED       CGS
 DB0008
 DB0008                          STATION DESCRIPTION
 DB0008
 DB0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0008'33.6 MI SSW FROM LIGURTA.
 DB0008'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0008'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0008'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0008'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0008'A WASH, THENCE 14.55 MILES SOUTHEAST ALONG A DIM TRAIL ROAD,
 DB0008'1.85 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DB0008'WHICH PROJECTS 16 FEET AND IS NUMBER 12, 85 FEET NORTHWEST OF THE
 DB0008'CENTER LINE OF A SANDY WASH, 11 FEET SOUTHWEST OF THE CENTER
 DB0008'LINE OF A TRAIL ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 DB0008'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND CLAMPED
 DB0008'ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND
 DB0008'IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1167 ***********************************************************************
 CZ1167  DESIGNATION -  N 348
 CZ1167  PID         -  CZ1167
 CZ1167  STATE/COUNTY-  AZ/PINAL
 CZ1167  USGS QUAD   -  ELOY NORTH (1992)
 CZ1167
 CZ1167                         *CURRENT SURVEY CONTROL
 CZ1167  ___________________________________________________________________
 CZ1167* NAD 83(1986)-  32 45 51.     (N)    111 36 08.     (W)     SCALED    
 CZ1167* NAVD 88     -       466.97   (+/-2cm)    1532.1    (feet)  VERTCON   
 CZ1167  ___________________________________________________________________
 CZ1167  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1167  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1167
 CZ1167.The horizontal coordinates were scaled from a topographic map and have
 CZ1167.an estimated accuracy of +/- 6 seconds.
 CZ1167
 CZ1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1167.The vertical order pertains to the NGVD 29 superseded value.
 CZ1167
 CZ1167.The geoid height was determined by GEOID03.
 CZ1167
 CZ1167;                    North         East    Units  Estimated Accuracy
 CZ1167;SPC AZ C     -   195,640.      242,820.      MT  (+/- 180 meters Scaled)
 CZ1167
 CZ1167                          SUPERSEDED SURVEY CONTROL
 CZ1167
 CZ1167  NGVD 29 (??/??/92)  466.418  (m)         1530.24   (f) ADJ UNCH    1 2
 CZ1167
 CZ1167.Superseded values are not recommended for survey control.
 CZ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1167.See file dsdata.txt to determine how the superseded data were derived.
 CZ1167
 CZ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB435253(NAD 83)
 CZ1167_MARKER: DB = BENCH MARK DISK
 CZ1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1167_SP_SET: STOVE PIPE
 CZ1167_STAMPING: N 348 1960
 CZ1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1167+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1167
 CZ1167  HISTORY     - Date     Condition        Report By
 CZ1167  HISTORY     - 1960     MONUMENTED       CGS
 CZ1167  HISTORY     - 1975     GOOD             AZDT
 CZ1167  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1167
 CZ1167                          STATION DESCRIPTION
 CZ1167
 CZ1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1167'4.4 MI W FROM ELOY.
 CZ1167'0.3 MILE SOUTHEAST OF THE DEPOT AT ELOY, THENCE 3 MILES WEST ALONG A
 CZ1167'PAVED AND GRAVELED ROAD, THENCE 1.1 MILES NORTH ALONG A GRADED DIRT
 CZ1167'ROAD, 88 FEET WEST OF THE CENTER LINE OF THE ROAD, 91 FEET NORTH OF A
 CZ1167'FENCE CORNER, 139 FEET NORTH OF THE NORTHEAST CORNER OF A
 CZ1167'CONCRETE-BLOCK HOUSE, 1.0 FOOT EAST OF FENCE, 2.0 FEET NORTH OF
 CZ1167'WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 CZ1167'PROJECTING 8 INCHES.
 CZ1167
 CZ1167                          STATION RECOVERY (1975)
 CZ1167
 CZ1167'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1167'FROM MILEPOST 205, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1167'THE STATION ABOUT 650 FT. SOUTH OF THE SOUTH R/W FENCE LINE.  3 FT.
 CZ1167'NORTH OF A USC AND GS WITNESS SIGN.  90 FT. WEST OF AN ABANDONED ROAD.
 CZ1167'A USC AND GS BENCH MARK BRASS CAP, SET IN A 6 IN. CONCRETE POST, UP
 CZ1167'0.8 FT.
 CZ1167
 CZ1167                          STATION RECOVERY (2008)
 CZ1167
 CZ1167'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1167'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1167'45.861' W111 36.159'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0128 ***********************************************************************
 DA0128  DESIGNATION -  N 349
 DA0128  PID         -  DA0128
 DA0128  STATE/COUNTY-  AZ/MARICOPA
 DA0128  USGS QUAD   -  ESTRELLA (1979)
 DA0128
 DA0128                         *CURRENT SURVEY CONTROL
 DA0128  ___________________________________________________________________
 DA0128* NAD 83(1986)-  32 53 11.     (N)    112 28 16.     (W)     SCALED    
 DA0128* NAVD 88     -       448.04   (+/-2cm)    1469.9    (feet)  VERTCON   
 DA0128  ___________________________________________________________________
 DA0128  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DA0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0128
 DA0128.The horizontal coordinates were scaled from a topographic map and have
 DA0128.an estimated accuracy of +/- 6 seconds.
 DA0128
 DA0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0128.The vertical order pertains to the NGVD 29 superseded value.
 DA0128
 DA0128.The geoid height was determined by GEOID03.
 DA0128
 DA0128;                    North         East    Units  Estimated Accuracy
 DA0128;SPC AZ C     -   209,290.      161,480.      MT  (+/- 180 meters Scaled)
 DA0128
 DA0128                          SUPERSEDED SURVEY CONTROL
 DA0128
 DA0128  NGVD 29 (??/??/92)  447.390  (m)         1467.81   (f) ADJ UNCH    2 0
 DA0128
 DA0128.Superseded values are not recommended for survey control.
 DA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0128.See file dsdata.txt to determine how the superseded data were derived.
 DA0128
 DA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB623396(NAD 83)
 DA0128_MARKER: DB = BENCH MARK DISK
 DA0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0128_SP_SET: STOVEPIPE
 DA0128_STAMPING: N 349 1960
 DA0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0128
 DA0128  HISTORY     - Date     Condition        Report By
 DA0128  HISTORY     - 1960     MONUMENTED       CGS
 DA0128
 DA0128                          STATION DESCRIPTION
 DA0128
 DA0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0128'14.6 MI E FROM GILA BEND.
 DA0128'14.6 MILES EAST FROM THE RAILROAD STATION AT GILA BEND ON STATE
 DA0128'HIGHWAY 84, 74 FEET NORTH OF MILEPOST 135, 2 FEET EAST OF WITNESS
 DA0128'POST, 1 FOOT SOUTH OF FENCE, SET IN TOP OF 6-INCH CONCRETE-FILLED
 DA0128'STOVEPIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0936 ***********************************************************************
 DA0936  DESIGNATION -  N 349
 DA0936  PID         -  DA0936
 DA0936  STATE/COUNTY-  AZ/YUMA
 DA0936  USGS QUAD   -  BUCK PEAK (1990)
 DA0936
 DA0936                         *CURRENT SURVEY CONTROL
 DA0936  ___________________________________________________________________
 DA0936* NAD 83(1986)-  32 25 50.     (N)    113 58 40.     (W)     SCALED    
 DA0936* NAVD 88     -       273.08   (+/-2cm)     895.9    (feet)  VERTCON   
 DA0936  ___________________________________________________________________
 DA0936  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0936
 DA0936.The horizontal coordinates were scaled from a topographic map and have
 DA0936.an estimated accuracy of +/- 6 seconds.
 DA0936
 DA0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0936.The vertical order pertains to the NGVD 29 superseded value.
 DA0936
 DA0936.The geoid height was determined by GEOID03.
 DA0936
 DA0936;                    North         East    Units  Estimated Accuracy
 DA0936;SPC AZ W     -   158,640.      191,940.      MT  (+/- 180 meters Scaled)
 DA0936
 DA0936                          SUPERSEDED SURVEY CONTROL
 DA0936
 DA0936  NGVD 29 (??/??/92)  272.386  (m)          893.65   (f) ADJ UNCH    2 0
 DA0936
 DA0936.Superseded values are not recommended for survey control.
 DA0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0936.See file dsdata.txt to determine how the superseded data were derived.
 DA0936
 DA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA200920(NAD 83)
 DA0936_MARKER: DB = BENCH MARK DISK
 DA0936_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0936_SP_SET: 8 FT.
 DA0936_STAMPING: N 349 1961
 DA0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0936
 DA0936  HISTORY     - Date     Condition        Report By
 DA0936  HISTORY     - 1961     MONUMENTED       CGS
 DA0936  HISTORY     - 1962     GOOD             NGS
 DA0936
 DA0936                          STATION DESCRIPTION
 DA0936
 DA0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0936'21.4 MI SW FROM WELLTON.
 DA0936'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC
 DA0936'RAILWAY STATION AT WELLTON.  THENCE 2.3 MILES SOUTH ALONG A GRAVELED
 DA0936'ROAD TO A LEVEE AND CANAL.  THENCE 0.2 MILE SOUTHEAST AND ACROSS THE
 DA0936'LEVEE TO A DUMP GROUND.  THENCE 1.0 MILE NORTHEAST ALONG THE SOUTHEAST
 DA0936'SIDE OF THE LEVEE.  THENCE 17.7 MILES SOUTHEAST ALONG A DIM TRAIL
 DA0936'ROAD.  OR ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL
 DA0936'AND GAME COMMISSION SHELTER AT TULE WELL.  THENCE 20.45 MILES
 DA0936'NORTHWEST ALONG A DIM TRAIL ROAD, 0.6 MILE NORTHWEST OF A 4X4-INCH
 DA0936'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 5, 51
 DA0936'FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.5 FEET
 DA0936'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 DA0936'THE TRAIL ROAD, AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO
 DA0936'A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 10
 DA0936'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0300 ***********************************************************************
 ER0300  DESIGNATION -  N 35
 ER0300  PID         -  ER0300
 ER0300  STATE/COUNTY-  AZ/APACHE
 ER0300  USGS QUAD   -  AGATE HOUSE (1982)
 ER0300
 ER0300                         *CURRENT SURVEY CONTROL
 ER0300  ___________________________________________________________________
 ER0300* NAD 83(1986)-  34 45 24.     (N)    109 48 15.     (W)     SCALED    
 ER0300* NAVD 88     -      1650.698  (meters)    5415.66   (feet)  ADJUSTED  
 ER0300  ___________________________________________________________________
 ER0300  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ER0300  DYNAMIC HT  -        1648.394 (meters)    5408.11  (feet)  COMP
 ER0300  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 ER0300
 ER0300  VERT ORDER  -  SECOND    CLASS 0
 ER0300
 ER0300.The horizontal coordinates were scaled from a topographic map and have
 ER0300.an estimated accuracy of +/- 6 seconds.
 ER0300
 ER0300.The orthometric height was determined by differential leveling
 ER0300.and adjusted in June 1991.
 ER0300
 ER0300.The geoid height was determined by GEOID03.
 ER0300
 ER0300.The dynamic height is computed by dividing the NAVD 88
 ER0300.geopotential number by the normal gravity value computed on the
 ER0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0300.degrees latitude (g = 980.6199 gals.).
 ER0300
 ER0300.The modeled gravity was interpolated from observed gravity values.
 ER0300
 ER0300;                    North         East    Units  Estimated Accuracy
 ER0300;SPC AZ E     -   416,640.      246,550.      MT  (+/- 180 meters Scaled)
 ER0300
 ER0300                          SUPERSEDED SURVEY CONTROL
 ER0300
 ER0300  NGVD 29 (??/??/92) 1649.858  (m)         5412.91   (f) ADJ UNCH    2 0
 ER0300
 ER0300.Superseded values are not recommended for survey control.
 ER0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0300.See file dsdata.txt to determine how the superseded data were derived.
 ER0300
 ER0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD094467(NAD 83)
 ER0300_MARKER: DB = BENCH MARK DISK
 ER0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0300_STAMPING: N 35 1934
 ER0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0300+STABILITY: SURFACE MOTION
 ER0300
 ER0300  HISTORY     - Date     Condition        Report By
 ER0300  HISTORY     - 1934     MONUMENTED       CGS
 ER0300  HISTORY     - 1955     GOOD             USGS
 ER0300  HISTORY     - 1980     GOOD             USGS
 ER0300
 ER0300                          STATION DESCRIPTION
 ER0300
 ER0300'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 ER0300'23.2 MI SE FROM HOLBROOK.
 ER0300'23.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0300'AND SANTA FE RAILWAY STATION AT HOLBROOK, 1.0 MILE WEST OF MILKY WASH,
 ER0300'0.4 MILE SOUTHEAST OF A LARGE SANDY WASH, 317 FEET NORTHWEST OF THE
 ER0300'INTERSECTION OF A TRACK ROAD AND THE OLD HIGHWAY, AND 43 FEET
 ER0300'SOUTHEAST OF THE OLD HIGHWAY.
 ER0300
 ER0300                          STATION RECOVERY (1980)
 ER0300
 ER0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 ER0300'HOLBROOK, 23.7 MILES SOUTHEAST ALONG U.S. HWY. 180 FROM THE ATCHISON,
 ER0300'TOPEKA, AND SNATA FE RAILWAY STATION, 1.0 MILE NORTHWEST OF MILKY
 ER0300'WASH, 0.4 MI SE. OF WILD COW WASH, ABOUT 750 FT NE. OF HWY; 317 FT
 ER0300'NW. OF THE INTERSECTION OF THE OLD HWY; 50 FT SW. OF THE OLD HWY.; A
 ER0300'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0204 ***********************************************************************
 DB0204  DESIGNATION -  N 350
 DB0204  PID         -  DB0204
 DB0204  STATE/COUNTY-  AZ/YUMA
 DB0204  USGS QUAD   -  FORTUNA (1979)
 DB0204
 DB0204                         *CURRENT SURVEY CONTROL
 DB0204  ___________________________________________________________________
 DB0204* NAD 83(1986)-  32 38 13.     (N)    114 23 53.     (W)     SCALED    
 DB0204* NAVD 88     -       120.281  (meters)     394.62   (feet)  ADJUSTED  
 DB0204  ___________________________________________________________________
 DB0204  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DB0204  DYNAMIC HT  -         120.142 (meters)     394.17  (feet)  COMP
 DB0204  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 DB0204
 DB0204  VERT ORDER  -  FIRST     CLASS II
 DB0204
 DB0204.The horizontal coordinates were scaled from a topographic map and have
 DB0204.an estimated accuracy of +/- 6 seconds.
 DB0204
 DB0204.The orthometric height was determined by differential leveling
 DB0204.and adjusted in June 1991.
 DB0204
 DB0204.The geoid height was determined by GEOID03.
 DB0204
 DB0204.The dynamic height is computed by dividing the NAVD 88
 DB0204.geopotential number by the normal gravity value computed on the
 DB0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0204.degrees latitude (g = 980.6199 gals.).
 DB0204
 DB0204.The modeled gravity was interpolated from observed gravity values.
 DB0204
 DB0204;                    North         East    Units  Estimated Accuracy
 DB0204;SPC AZ W     -   181,680.      152,550.      MT  (+/- 180 meters Scaled)
 DB0204
 DB0204                          SUPERSEDED SURVEY CONTROL
 DB0204
 DB0204  NGVD 29 (??/??/??)  119.612  (m)          392.43   (f) ADJUSTED    1 2
 DB0204
 DB0204.Superseded values are not recommended for survey control.
 DB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0204.See file dsdata.txt to determine how the superseded data were derived.
 DB0204
 DB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS440140(NAD 83)
 DB0204_MARKER: DB = BENCH MARK DISK
 DB0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0204_STAMPING: N 350 1962
 DB0204_MARK LOGO: CGS   
 DB0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0204+STABILITY: SURFACE MOTION
 DB0204
 DB0204  HISTORY     - Date     Condition        Report By
 DB0204  HISTORY     - 1962     MONUMENTED       CGS
 DB0204  HISTORY     - 1981     GOOD             NGS
 DB0204  HISTORY     - 1981     GOOD             NGS
 DB0204  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DB0204
 DB0204                          STATION DESCRIPTION
 DB0204
 DB0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0204'9.3 MI SW FROM LIGURTA.
 DB0204'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0204'STATION AND CAFE AT LIGURTA, THENCE 2.2 MILES SOUTH SOUTHEAST
 DB0204'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 1.8
 DB0204'MILES SOUTH SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST
 DB0204'WHICH PROJECTS 16 FEET AND IS NUMBER 23, 52 FEET SOUTHWEST OF THE
 DB0204'CENTER LINE OF THE TRAIL ROAD, 1.7 FEET SOUTHWEST OF A MEAL
 DB0204'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 DB0204'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DB0204
 DB0204                          STATION RECOVERY (1981)
 DB0204
 DB0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0204'RECOVERED IN GOOD CONDITION.
 DB0204
 DB0204                          STATION RECOVERY (1981)
 DB0204
 DB0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0204'RECOVERED IN GOOD CONDITION.
 DB0204
 DB0204                          STATION RECOVERY (1989)
 DB0204
 DB0204'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 DB0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1129 ***********************************************************************
 DA1129  DESIGNATION -  N 351
 DA1129  PID         -  DA1129
 DA1129  STATE/COUNTY-  AZ/YUMA
 DA1129  USGS QUAD   -  MOHAWK SE (1965)
 DA1129
 DA1129                         *CURRENT SURVEY CONTROL
 DA1129  ___________________________________________________________________
 DA1129* NAD 83(1986)-  32 35 25.     (N)    113 45 39.     (W)     SCALED    
 DA1129* NAVD 88     -       145.69   (+/-2cm)     478.0    (feet)  VERTCON   
 DA1129  ___________________________________________________________________
 DA1129  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DA1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1129
 DA1129.The horizontal coordinates were scaled from a topographic map and have
 DA1129.an estimated accuracy of +/- 6 seconds.
 DA1129
 DA1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1129.The vertical order pertains to the NGVD 29 superseded value.
 DA1129
 DA1129.The geoid height was determined by GEOID03.
 DA1129
 DA1129;                    North         East    Units  Estimated Accuracy
 DA1129;SPC AZ W     -   176,320.      212,340.      MT  (+/- 180 meters Scaled)
 DA1129
 DA1129                          SUPERSEDED SURVEY CONTROL
 DA1129
 DA1129  NGVD 29 (??/??/92)  145.046  (m)          475.87   (f) ADJ UNCH    2 0
 DA1129
 DA1129.Superseded values are not recommended for survey control.
 DA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1129.See file dsdata.txt to determine how the superseded data were derived.
 DA1129
 DA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB408092(NAD 83)
 DA1129_MARKER: DB = BENCH MARK DISK
 DA1129_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1129_SP_SET: 13 FT.
 DA1129_STAMPING: N 351 1962
 DA1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1129
 DA1129  HISTORY     - Date     Condition        Report By
 DA1129  HISTORY     - 1962     MONUMENTED       CGS
 DA1129
 DA1129                          STATION DESCRIPTION
 DA1129
 DA1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1129'16.3 MI SE FROM TACNA.
 DA1129'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1129'TACNA.  THENCE 10.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1129'WELL, 0.6 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1129'WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 23 FEET SOUTHWEST OF THE
 DA1129'CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA1129'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 DA1129'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS
 DA1129'ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1024 ***********************************************************************
 DA1024  DESIGNATION -  N 352
 DA1024  PID         -  DA1024
 DA1024  STATE/COUNTY-  AZ/YUMA
 DA1024  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1024
 DA1024                         *CURRENT SURVEY CONTROL
 DA1024  ___________________________________________________________________
 DA1024* NAD 83(1986)-  32 27 22.     (N)    113 30 22.     (W)     SCALED    
 DA1024* NAVD 88     -       226.75   (+/-2cm)     743.9    (feet)  VERTCON   
 DA1024  ___________________________________________________________________
 DA1024  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DA1024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1024
 DA1024.The horizontal coordinates were scaled from a topographic map and have
 DA1024.an estimated accuracy of +/- 6 seconds.
 DA1024
 DA1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1024.The vertical order pertains to the NGVD 29 superseded value.
 DA1024
 DA1024.The geoid height was determined by GEOID03.
 DA1024
 DA1024;                    North         East    Units  Estimated Accuracy
 DA1024;SPC AZ W     -   161,470.      236,290.      MT  (+/- 180 meters Scaled)
 DA1024
 DA1024                          SUPERSEDED SURVEY CONTROL
 DA1024
 DA1024  NGVD 29 (??/??/92)  226.104  (m)          741.81   (f) ADJ UNCH    2 0
 DA1024
 DA1024.Superseded values are not recommended for survey control.
 DA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1024.See file dsdata.txt to determine how the superseded data were derived.
 DA1024
 DA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA644937(NAD 83)
 DA1024_MARKER: DB = BENCH MARK DISK
 DA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1024_STAMPING: N 352 1962
 DA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1024+STABILITY: SURFACE MOTION
 DA1024
 DA1024  HISTORY     - Date     Condition        Report By
 DA1024  HISTORY     - 1962     MONUMENTED       CGS
 DA1024
 DA1024                          STATION DESCRIPTION
 DA1024
 DA1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1024'19.75 MI W FROM TONY TANK.
 DA1024'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA1024'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA1024'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA1024'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.85 MILES SOUTH SOUTHWEST ALONG A
 DA1024'TRAIL ROAD THROUGH THE PASS.  THENCE 1.0 MILE WEST ALONG A DIM TRAIL
 DA1024'ROAD, 0.5 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA1024'PROJECTS 16 FEET AND IS NUMBERED 40, 0.15 MILE WEST OF A LONE CACTUS,
 DA1024'15 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTHWEST
 DA1024'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL
 DA1024'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH HAS A 6-INCH TILE FORM
 DA1024'AND WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0781 ***********************************************************************
 DA0781  DESIGNATION -  N 353
 DA0781  PID         -  DA0781
 DA0781  STATE/COUNTY-  AZ/MARICOPA
 DA0781  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0781
 DA0781                         *CURRENT SURVEY CONTROL
 DA0781  ___________________________________________________________________
 DA0781* NAD 83(1986)-  32 37 04.     (N)    113 15 48.     (W)     SCALED    
 DA0781* NAVD 88     -       221.09   (+/-2cm)     725.4    (feet)  VERTCON   
 DA0781  ___________________________________________________________________
 DA0781  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DA0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0781
 DA0781.The horizontal coordinates were scaled from a topographic map and have
 DA0781.an estimated accuracy of +/- 6 seconds.
 DA0781
 DA0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0781.The vertical order pertains to the NGVD 29 superseded value.
 DA0781
 DA0781.The geoid height was determined by GEOID03.
 DA0781
 DA0781;                    North         East    Units  Estimated Accuracy
 DA0781;SPC AZ C     -   180,170.       86,980.      MT  (+/- 180 meters Scaled)
 DA0781
 DA0781                          SUPERSEDED SURVEY CONTROL
 DA0781
 DA0781  NGVD 29 (??/??/92)  220.475  (m)          723.34   (f) ADJ UNCH    2 0
 DA0781
 DA0781.Superseded values are not recommended for survey control.
 DA0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0781.See file dsdata.txt to determine how the superseded data were derived.
 DA0781
 DA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB876111(NAD 83)
 DA0781_MARKER: DB = BENCH MARK DISK
 DA0781_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0781_SP_SET: 8 FT.
 DA0781_STAMPING: N 353 1961
 DA0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0781
 DA0781  HISTORY     - Date     Condition        Report By
 DA0781  HISTORY     - 1961     MONUMENTED       CGS
 DA0781  HISTORY     - 1962     GOOD             NGS
 DA0781
 DA0781                          STATION DESCRIPTION
 DA0781
 DA0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0781'21.85 MI SSE FROM SENTINEL.
 DA0781'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0781'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0781'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 4.5
 DA0781'MILES SOUTH ALONG A DIM TRAIL ROAD.  THENCE 6.5 MILES SOUTHEAST ALONG
 DA0781'A DIM TRAIL ROAD.  OR ABOUT 9.1 MILES NORTH ALONG A TRAIL ROAD FROM
 DA0781'THE STONE WATER TANK AT TONY TANK, 0.5 MILE NORTHWEST OF A 4X4-INCH
 DA0781'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 34,
 DA0781'0.45 MILE SOUTHEAST OF A LONE IRONWOOD TREE, 0.35 MILE SOUTHEAST OF
 DA0781'THE JUNCTION OF THE TRAIL ROAD AND A DIM TRAIL ROAD LEADING NORTH, 21
 DA0781'FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET
 DA0781'SOUTHEAST OF A METAL WITNESS POST, CLAMPED ON THE TOP OF A 5/8-INCH
 DA0781'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED
 DA0781'IN A 4-INCH TILE PROJECTING 1 FOOT.  NOTE-- 1.1 MILES NORTHWEST OF AN
 DA0781'ABANDONED RANCH AND WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0143 ***********************************************************************
 DB0143  DESIGNATION -  N 353
 DB0143  PID         -  DB0143
 DB0143  STATE/COUNTY-  AZ/YUMA
 DB0143  USGS QUAD   -  WELLTON (1982)
 DB0143
 DB0143                         *CURRENT SURVEY CONTROL
 DB0143  ___________________________________________________________________
 DB0143* NAD 83(1992)-  32 39 45.53040(N)    114 14 05.28253(W)     ADJUSTED  
 DB0143* NAVD 88     -        71.257  (meters)     233.78   (feet)  ADJUSTED  
 DB0143  ___________________________________________________________________
 DB0143  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DB0143  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DB0143  DYNAMIC HT  -          71.175 (meters)     233.51  (feet)  COMP
 DB0143  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DB0143
 DB0143  HORZ ORDER  -  SECOND
 DB0143  VERT ORDER  -  FIRST     CLASS II
 DB0143
 DB0143.The horizontal coordinates were established by classical geodetic methods
 DB0143.and adjusted by the National Geodetic Survey in August 1993.
 DB0143
 DB0143.The orthometric height was determined by differential leveling
 DB0143.and adjusted in June 1991.
 DB0143
 DB0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0143
 DB0143.The geoid height was determined by GEOID03.
 DB0143
 DB0143.The dynamic height is computed by dividing the NAVD 88
 DB0143.geopotential number by the normal gravity value computed on the
 DB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0143.degrees latitude (g = 980.6199 gals.).
 DB0143
 DB0143.The modeled gravity was interpolated from observed gravity values.
 DB0143
 DB0143;                    North         East     Units Scale Factor Converg.
 DB0143;SPC AZ W     -   184,452.358   167,884.989   MT  0.99995882   -0 15 41.9
 DB0143;SPC AZ W     -   605,158.65    550,803.77   iFT  0.99995882   -0 15 41.9
 DB0143;UTM  11      - 3,617,267.983   759,334.299   MT  1.00042939   +1 29 35.5
 DB0143
 DB0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0143!SPC AZ W     -   0.99999405  x   0.99995882  =   0.99995287
 DB0143!UTM  11      -   0.99999405  x   1.00042939  =   1.00042344
 DB0143
 DB0143                          SUPERSEDED SURVEY CONTROL
 DB0143
 DB0143  NAD 83(1986)-  32 39 45.53221(N)    114 14 05.29077(W) AD(       ) 2
 DB0143  NAD 27      -  32 39 45.36110(N)    114 14 02.50840(W) AD(       ) 2
 DB0143  NGVD 29 (??/??/??)   70.621  (m)          231.70   (f) ADJUSTED    1 2
 DB0143
 DB0143.Superseded values are not recommended for survey control.
 DB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0143.See file dsdata.txt to determine how the superseded data were derived.
 DB0143
 DB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5933417268(NAD 83)
 DB0143_MARKER: DB = BENCH MARK DISK
 DB0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0143_SP_SET: CULVERT
 DB0143_STAMPING: N 353 1960
 DB0143_MARK LOGO: CGS   
 DB0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0143
 DB0143  HISTORY     - Date     Condition        Report By
 DB0143  HISTORY     - 1960     MONUMENTED       CGS
 DB0143  HISTORY     - 1960     GOOD             CGS
 DB0143  HISTORY     - 1981     POOR             NGS
 DB0143  HISTORY     - 1981     POOR             NGS
 DB0143
 DB0143                          STATION DESCRIPTION
 DB0143
 DB0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0143'THE BENCH MARK N-353, IS STAMPED N-353 1960,
 DB0143'IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN THE
 DB0143'NORTH HEADWALL OF A CULVERT UNDER THE RAILROAD AND ABOUT
 DB0143'10 FEET LOWER THAN THE STATION.
 DB0143'
 DB0143'A 2-WHEEL DRIVE STATION.
 DB0143
 DB0143                          STATION RECOVERY (1960)
 DB0143
 DB0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0143'3.7 MI E FROM LIGURTA.
 DB0143'3.7 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 97.17 FEET
 DB0143'SOUTHEAST OF DUBE 1960, SET IN A DRILL HOLE IN THE NORTH HEADWALL
 DB0143'OF A CULVERT UNDER THE RAILROAD TRACKS.
 DB0143
 DB0143                          STATION RECOVERY (1981)
 DB0143
 DB0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0143'MARK RECOVERED IN POOR CONDITION.
 DB0143
 DB0143                          STATION RECOVERY (1981)
 DB0143
 DB0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0143'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0669 ***********************************************************************
 DA0669  DESIGNATION -  N 354
 DA0669  PID         -  DA0669
 DA0669  STATE/COUNTY-  AZ/MARICOPA
 DA0669  USGS QUAD   -  GILA BEND (1973)
 DA0669
 DA0669                         *CURRENT SURVEY CONTROL
 DA0669  ___________________________________________________________________
 DA0669* NAD 83(1986)-  32 55 21.     (N)    112 39 42.     (W)     SCALED    
 DA0669* NAVD 88     -       262.62   (+/-2cm)     861.6    (feet)  VERTCON   
 DA0669  ___________________________________________________________________
 DA0669  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0669
 DA0669.The horizontal coordinates were scaled from a topographic map and have
 DA0669.an estimated accuracy of +/- 6 seconds.
 DA0669
 DA0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0669.The vertical order pertains to the NGVD 29 superseded value.
 DA0669
 DA0669.The geoid height was determined by GEOID03.
 DA0669
 DA0669;                    North         East    Units  Estimated Accuracy
 DA0669;SPC AZ C     -   213,400.      143,680.      MT  (+/- 180 meters Scaled)
 DA0669
 DA0669                          SUPERSEDED SURVEY CONTROL
 DA0669
 DA0669  NGVD 29 (??/??/92)  262.012  (m)          859.62   (f) ADJ UNCH    2 0
 DA0669
 DA0669.Superseded values are not recommended for survey control.
 DA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0669.See file dsdata.txt to determine how the superseded data were derived.
 DA0669
 DA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB446439(NAD 83)
 DA0669_MARKER: DB = BENCH MARK DISK
 DA0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0669_STAMPING: N 354 1960
 DA0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0669+STABILITY: SURFACE MOTION
 DA0669
 DA0669  HISTORY     - Date     Condition        Report By
 DA0669  HISTORY     - 1960     MONUMENTED       CGS
 DA0669
 DA0669                          STATION DESCRIPTION
 DA0669
 DA0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0669'3.0 MI SE FROM GILA BEND.
 DA0669'3.0 MILE SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0669'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 94 FEET SOUTHWEST OF THE
 DA0669'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 3.2 FEET SOUTHEAST OF A
 DA0669'METAL WITNESS POST WITH SIGN, 2.1 FEET NORTHEAST OF A FENCE, SET IN A
 DA0669'CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0340 ***********************************************************************
 CG0340  DESIGNATION -  N 355
 CG0340  PID         -  CG0340
 CG0340  STATE/COUNTY-  AZ/PIMA
 CG0340  USGS QUAD   -  THE NARROWS (1981)
 CG0340
 CG0340                         *CURRENT SURVEY CONTROL
 CG0340  ___________________________________________________________________
 CG0340* NAD 83(1986)-  31 58 54.     (N)    110 32 15.     (W)     SCALED    
 CG0340* NAVD 88     -      1133.01   (+/-2cm)    3717.2    (feet)  VERTCON   
 CG0340  ___________________________________________________________________
 CG0340  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0340
 CG0340.The horizontal coordinates were scaled from a topographic map and have
 CG0340.an estimated accuracy of +/- 6 seconds.
 CG0340
 CG0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0340.The vertical order pertains to the NGVD 29 superseded value.
 CG0340
 CG0340.The geoid height was determined by GEOID03.
 CG0340
 CG0340;                    North         East    Units  Estimated Accuracy
 CG0340;SPC AZ C     -   109,670.      343,700.      MT  (+/- 180 meters Scaled)
 CG0340
 CG0340                          SUPERSEDED SURVEY CONTROL
 CG0340
 CG0340  NGVD 29 (??/??/92) 1132.239  (m)         3714.69   (f) ADJ UNCH    2 0
 CG0340
 CG0340.Superseded values are not recommended for survey control.
 CG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0340.See file dsdata.txt to determine how the superseded data were derived.
 CG0340
 CG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA436384(NAD 83)
 CG0340_MARKER: DB = BENCH MARK DISK
 CG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0340_STAMPING: N 355 1960
 CG0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0340+STABILITY: SURFACE MOTION
 CG0340
 CG0340  HISTORY     - Date     Condition        Report By
 CG0340  HISTORY     - 1960     MONUMENTED       CGS
 CG0340  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0340  HISTORY     - 1979     MARK NOT FOUND   NGS
 CG0340
 CG0340                          STATION DESCRIPTION
 CG0340
 CG0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0340'14.35 MI W FROM BENSON.
 CG0340'14.35 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON, AT
 CG0340'MILE POST 277, 200 FEET EAST OF A POINT WHERE A TELEPHONE LINE CROSSES
 CG0340'THE HIGHWAY, 105 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CG0340'TRAFFIC LANE, 28 FEET NORTHWEST OF TELEPHONE POLE NO. 5 1/2, 1.5 FEET
 CG0340'EAST OF A METAL WITNESS POST, 0.8 FOOT NORTH OF A FENCE LINE, SET IN A
 CG0340'CONCRETE POST.
 CG0340
 CG0340                          STATION RECOVERY (1976)
 CG0340
 CG0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0340'MARK NOT FOUND.
 CG0340
 CG0340                          STATION RECOVERY (1979)
 CG0340
 CG0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0340'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0833 ***********************************************************************
 ET0833  DESIGNATION -  N 356
 ET0833  PID         -  ET0833
 ET0833  STATE/COUNTY-  AZ/LA PAZ
 ET0833  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET0833
 ET0833                         *CURRENT SURVEY CONTROL
 ET0833  ___________________________________________________________________
 ET0833* NAD 83(1986)-  34 15 14.     (N)    113 59 47.     (W)     SCALED    
 ET0833* NAVD 88     -       167.89   (+/-2cm)     550.8    (feet)  VERTCON   
 ET0833  ___________________________________________________________________
 ET0833  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 ET0833  VERT ORDER  -  FIRST     CLASS I (See Below)
 ET0833
 ET0833.The horizontal coordinates were scaled from a topographic map and have
 ET0833.an estimated accuracy of +/- 6 seconds.
 ET0833
 ET0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0833.The vertical order pertains to the NGVD 29 superseded value.
 ET0833
 ET0833.The geoid height was determined by GEOID03.
 ET0833
 ET0833;                    North         East    Units  Estimated Accuracy
 ET0833;SPC AZ W     -   360,850.      190,670.      MT  (+/- 180 meters Scaled)
 ET0833
 ET0833                          SUPERSEDED SURVEY CONTROL
 ET0833
 ET0833  NGVD 29 (08/15/05)  167.281  (m)          548.82   (f) ADJUSTED    1 1
 ET0833
 ET0833.Superseded values are not recommended for survey control.
 ET0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0833.See file dsdata.txt to determine how the superseded data were derived.
 ET0833
 ET0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC240943(NAD 83)
 ET0833_MARKER: DB = BENCH MARK DISK
 ET0833_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ET0833_STAMPING: N 356 1976
 ET0833_PROJECTION: FLUSH
 ET0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0833_ROD/PIPE-DEPTH: 19.5 meters
 ET0833
 ET0833  HISTORY     - Date     Condition        Report By
 ET0833  HISTORY     - 1976     MONUMENTED       NGS
 ET0833  HISTORY     - 19870408 MARK NOT FOUND   USGS
 ET0833
 ET0833                          STATION DESCRIPTION
 ET0833
 ET0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ET0833'30.05 MI NW FROM BOUSE.
 ET0833'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 ET0833'BOUSE, THENCE 2.1 MILE WEST ALONG THE PLANET RANCH ROAD, 17 FT. SOUTH
 ET0833'OF THE CENTER LINE OF THE ROAD, 2.5 FT. WEST OF A POWER LINE GUY POLE
 ET0833'WITH A GUY WIRE, AT THE EAST END OF A CURVE IN ROAD, 0.15 MILE EAST OF
 ET0833'WATER WELL AND PUMP NUMBER 125.
 ET0833
 ET0833                          STATION RECOVERY (1987)
 ET0833
 ET0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 ET0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0525 ***********************************************************************
 CY0525  DESIGNATION -  N 358
 CY0525  PID         -  CY0525
 CY0525  STATE/COUNTY-  AZ/COCHISE
 CY0525  USGS QUAD   -  LUZENA (1979)
 CY0525
 CY0525                         *CURRENT SURVEY CONTROL
 CY0525  ___________________________________________________________________
 CY0525* NAD 83(1986)-  32 20 32.     (N)    109 34 11.     (W)     SCALED    
 CY0525* NAVD 88     -      1204.442  (meters)    3951.57   (feet)  ADJUSTED  
 CY0525  ___________________________________________________________________
 CY0525  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0525  DYNAMIC HT  -        1202.665 (meters)    3945.74  (feet)  COMP
 CY0525  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 CY0525
 CY0525  VERT ORDER  -  FIRST     CLASS II
 CY0525
 CY0525.The horizontal coordinates were scaled from a topographic map and have
 CY0525.an estimated accuracy of +/- 6 seconds.
 CY0525
 CY0525.The orthometric height was determined by differential leveling
 CY0525.and adjusted in June 1991.
 CY0525
 CY0525.The geoid height was determined by GEOID03.
 CY0525
 CY0525.The dynamic height is computed by dividing the NAVD 88
 CY0525.geopotential number by the normal gravity value computed on the
 CY0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0525.degrees latitude (g = 980.6199 gals.).
 CY0525
 CY0525.The modeled gravity was interpolated from observed gravity values.
 CY0525
 CY0525;                    North         East    Units  Estimated Accuracy
 CY0525;SPC AZ E     -   148,970.      269,550.      MT  (+/- 180 meters Scaled)
 CY0525
 CY0525                          SUPERSEDED SURVEY CONTROL
 CY0525
 CY0525  NGVD 29 (??/??/92) 1203.631  (m)         3948.91   (f) ADJ UNCH    1 2
 CY0525
 CY0525.Superseded values are not recommended for survey control.
 CY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0525.See file dsdata.txt to determine how the superseded data were derived.
 CY0525
 CY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA345792(NAD 83)
 CY0525_MARKER: DB = BENCH MARK DISK
 CY0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0525_STAMPING: N 358 1960
 CY0525_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0525+STABILITY: SURFACE MOTION
 CY0525
 CY0525  HISTORY     - Date     Condition        Report By
 CY0525  HISTORY     - 1960     MONUMENTED       CGS
 CY0525  HISTORY     - 1979     GOOD             NGS
 CY0525
 CY0525                          STATION DESCRIPTION
 CY0525
 CY0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0525'5.1 MI W FROM BOWIE.
 CY0525'5.1 MILES WEST OF THE INTERSECTION LIGHT AT BOWIE, ARIZONA, ON STATE
 CY0525'HIGHWAY 86, 0.3 MILE EAST OF MILEPOST 347, 97 FEET NORTH OF CENTERLINE
 CY0525'OF HIGHWAY, 2 FEET SOUTH OF WITNESS POST, 3 FEET SOUTH OF FENCE
 CY0525'CORNER, SET IN TOP OF 10-INCH SQUARE CONCRETE POST PROJECTING 4
 CY0525'INCHES.
 CY0525
 CY0525                          STATION RECOVERY (1979)
 CY0525
 CY0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0525'8.7 KILOMETERS (5.4 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0525'RICHARDS AVENUE UNDERPASS IN BOWIE, 0.6 KILOMETER (0.4 MILE) EAST OF
 CY0525'MILE POST 359, 0.25 KILOMETER (0.15 MILE) WEST OF THE REST AREA 1
 CY0525'MILE SIGN, AT THE JUNCTION OF A NORTH-SOUTH FENCE LINE AND THE NORTH
 CY0525'HIGHWAY RIGHT-OF-WAY FENCE, 31.0 METERS (102 FEET) NORTH OF THE
 CY0525'CENTERLINE OF THE WESTBOUND LANES, 2.3 METERS (7.6 FEET) WEST OF
 CY0525'RIGHT-OF-WAY ANGLE IRON MARKER 3109+25.83 POT AND 0.8 METER (2.6
 CY0525'FEET) SOUTH OF THE FENCE CORNER POST AND RIGHT-OF-WAY FENCE AND IN
 CY0525'LINE WITH THE FENCE LEADING NORTH.
 CY0525'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0525'THE MARK IS 0.5 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0310 ***********************************************************************
 DA0310  DESIGNATION -  N 36
 DA0310  PID         -  DA0310
 DA0310  STATE/COUNTY-  AZ/PIMA
 DA0310  USGS QUAD   -  AJO NORTH (1990)
 DA0310
 DA0310                         *CURRENT SURVEY CONTROL
 DA0310  ___________________________________________________________________
 DA0310* NAD 83(1986)-  32 27 23.     (N)    112 50 47.     (W)     SCALED    
 DA0310* NAVD 88     -       433.667  (meters)    1422.79   (feet)  ADJUSTED  
 DA0310  ___________________________________________________________________
 DA0310  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0310  DYNAMIC HT  -         433.121 (meters)    1421.00  (feet)  COMP
 DA0310  MODELED GRAV-     979,368.1   (mgal)                       NAVD 88
 DA0310
 DA0310  VERT ORDER  -  FIRST     CLASS II
 DA0310
 DA0310.The horizontal coordinates were scaled from a topographic map and have
 DA0310.an estimated accuracy of +/- 6 seconds.
 DA0310
 DA0310.The orthometric height was determined by differential leveling
 DA0310.and adjusted in June 1991.
 DA0310
 DA0310.The geoid height was determined by GEOID03.
 DA0310
 DA0310.The dynamic height is computed by dividing the NAVD 88
 DA0310.geopotential number by the normal gravity value computed on the
 DA0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0310.degrees latitude (g = 980.6199 gals.).
 DA0310
 DA0310.The modeled gravity was interpolated from observed gravity values.
 DA0310
 DA0310;                    North         East    Units  Estimated Accuracy
 DA0310;SPC AZ C     -   161,850.      125,950.      MT  (+/- 180 meters Scaled)
 DA0310
 DA0310                          SUPERSEDED SURVEY CONTROL
 DA0310
 DA0310  NGVD 29 (??/??/92)  433.002  (m)         1420.61   (f) ADJ UNCH    1 2
 DA0310
 DA0310.Superseded values are not recommended for survey control.
 DA0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0310.See file dsdata.txt to determine how the superseded data were derived.
 DA0310
 DA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA264925(NAD 83)
 DA0310_MARKER: DB = BENCH MARK DISK
 DA0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0310_STAMPING: N 36 1933 1420.785
 DA0310_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0310+STABILITY: SURFACE MOTION
 DA0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0310+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DA0310
 DA0310  HISTORY     - Date     Condition        Report By
 DA0310  HISTORY     - 1933     MONUMENTED       CGS
 DA0310  HISTORY     - 1953     GOOD             NGS
 DA0310  HISTORY     - 1980     GOOD             NGS
 DA0310  HISTORY     - 20060218 GOOD             USPSQD
 DA0310
 DA0310                          STATION DESCRIPTION
 DA0310
 DA0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0310'6.1 MI N FROM AJO.
 DA0310'6.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0310'THE STATION AT AJO, 0.3 MILE NORTHWEST OF THE WATER TANK AT CHILDS, IN
 DA0310'THE FORK OF A Y FORMED BY 2 SMALL WASHES, 97.3 FEET SOUTHWEST OF THE
 DA0310'SOUTHWEST RAIL, 70 FEET NORTHWEST OF A TELEPHONE POLE, 34 1/2 FEET
 DA0310'EAST OF THE CENTER OF THE NORTH-SOUTH WASH, 24 1/2 FEET SOUTHWEST OF
 DA0310'THE CENTER LINE OF THE NORTHWEST-SOUTHEAST WASH, 2.2 FEET NORTH OF A
 DA0310'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 DA0310'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0310
 DA0310                          STATION RECOVERY (1980)
 DA0310
 DA0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0310'10.1 KM (6.3 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0310'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.3 KM (0.2 MI)
 DA0310'NORTHWEST OF A POWER LINE CROSSING, 0.25 KM (0.15 MI) SOUTHEAST OF
 DA0310'RAILWAY BRIDGE NUMBER 37.4, AT CHILDS, SET IN LINE WITH A ROW OF
 DA0310'TELEGRAPH POLES, 29.6 METERS (97.0 FT) SOUTHWEST OF THE SOUTHWEST
 DA0310'RAIL, 21.3 METERS (70.0 FT) NORTHEAST OF A TELEGRAPH POLE, 10.4 METERS
 DA0310'(34.5 FT) NORTHEAST OF THE CENTERLINE OF A NORTH-SOUTH WASH, 7.5
 DA0310'METERS (24.5 FT) SOUTHWEST OF THE CENTERLINE OF A NORTHWEST-SOUTHEAST
 DA0310'WASH.
 DA0310'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0310'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0310
 DA0310                          STATION RECOVERY (2006)
 DA0310
 DA0310'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0326 ***********************************************************************
 DV0326  DESIGNATION -  N 360
 DV0326  PID         -  DV0326
 DV0326  STATE/COUNTY-  AZ/PINAL
 DV0326  USGS QUAD   -  MARICOPA (1978)
 DV0326
 DV0326                         *CURRENT SURVEY CONTROL
 DV0326  ___________________________________________________________________
 DV0326* NAD 83(1986)-  33 04 43.     (N)    112 06 24.     (W)     SCALED    
 DV0326* NAVD 88     -       352.900  (meters)    1157.81   (feet)  ADJUSTED  
 DV0326  ___________________________________________________________________
 DV0326  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0326  DYNAMIC HT  -         352.476 (meters)    1156.41  (feet)  COMP
 DV0326  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 DV0326  OBS GRAVITY -     979,426.0   (mgal)                       GRAV_OBS
 DV0326
 DV0326  VERT ORDER  -  FIRST     CLASS II
 DV0326
 DV0326.The horizontal coordinates were scaled from a topographic map and have
 DV0326.an estimated accuracy of +/- 6 seconds.
 DV0326
 DV0326.The orthometric height was determined by differential leveling
 DV0326.and adjusted in June 1991.
 DV0326
 DV0326.The geoid height was determined by GEOID03.
 DV0326
 DV0326.The dynamic height is computed by dividing the NAVD 88
 DV0326.geopotential number by the normal gravity value computed on the
 DV0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0326.degrees latitude (g = 980.6199 gals.).
 DV0326
 DV0326.The modeled gravity was interpolated from observed gravity values.
 DV0326.The observed gravity was obtained from relative gravimeter ties
 DV0326.to the IGSN71 gravity network.
 DV0326
 DV0326;                    North         East    Units  Estimated Accuracy
 DV0326;SPC AZ C     -   230,490.      195,620.      MT  (+/- 180 meters Scaled)
 DV0326
 DV0326                          SUPERSEDED SURVEY CONTROL
 DV0326
 DV0326  NGVD 29 (??/??/92)  353.113  (m)         1158.50   (f) ADJ UNCH    1 2
 DV0326
 DV0326.Superseded values are not recommended for survey control.
 DV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0326.See file dsdata.txt to determine how the superseded data were derived.
 DV0326
 DV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB967605(NAD 83)
 DV0326_MARKER: DB = BENCH MARK DISK
 DV0326_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0326_SP_SET: 12 FEET
 DV0326_STAMPING: N 360 1967
 DV0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0326+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0326
 DV0326  HISTORY     - Date     Condition        Report By
 DV0326  HISTORY     - 1967     MONUMENTED       CGS
 DV0326  HISTORY     - 1980     GOOD             NGS
 DV0326  HISTORY     - 1980     GOOD             NGS
 DV0326  HISTORY     - 20070321 GOOD             GEOCAC
 DV0326
 DV0326                          STATION DESCRIPTION
 DV0326
 DV0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0326'3.9 MI W FROM MARICOPA.
 DV0326'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0326'MARICOPA, THENCE 3.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0326'IN S 13, T 4 S, R 2 E, 36 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DV0326'TRACK, 95 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 7 FEET
 DV0326'EAST OF MILEPOST 894, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET
 DV0326'WEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 DV0326'TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 DV0326'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING
 DV0326'10 INCHES.
 DV0326
 DV0326                          STATION RECOVERY (1980)
 DV0326
 DV0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0326'RECOVERED IN GOOD CONDITION.
 DV0326
 DV0326                          STATION RECOVERY (1980)
 DV0326
 DV0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0326'RECOVERED IN GOOD CONDITION.
 DV0326
 DV0326                          STATION RECOVERY (2007)
 DV0326
 DV0326'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0808 ***********************************************************************
 DV0808  DESIGNATION -  N 361
 DV0808  PID         -  DV0808
 DV0808  STATE/COUNTY-  AZ/MARICOPA
 DV0808  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0808
 DV0808                         *CURRENT SURVEY CONTROL
 DV0808  ___________________________________________________________________
 DV0808* NAD 83(1986)-  33 10 22.     (N)    112 41 22.     (W)     SCALED    
 DV0808* NAVD 88     -       227.694  (meters)     747.03   (feet)  ADJUSTED  
 DV0808  ___________________________________________________________________
 DV0808  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV0808  DYNAMIC HT  -         227.428 (meters)     746.15  (feet)  COMP
 DV0808  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 DV0808
 DV0808  VERT ORDER  -  FIRST     CLASS II
 DV0808
 DV0808.The horizontal coordinates were scaled from a topographic map and have
 DV0808.an estimated accuracy of +/- 6 seconds.
 DV0808
 DV0808.The orthometric height was determined by differential leveling
 DV0808.and adjusted in June 1991.
 DV0808
 DV0808.The geoid height was determined by GEOID03.
 DV0808
 DV0808.The dynamic height is computed by dividing the NAVD 88
 DV0808.geopotential number by the normal gravity value computed on the
 DV0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0808.degrees latitude (g = 980.6199 gals.).
 DV0808
 DV0808.The modeled gravity was interpolated from observed gravity values.
 DV0808
 DV0808;                    North         East    Units  Estimated Accuracy
 DV0808;SPC AZ C     -   241,180.      141,290.      MT  (+/- 180 meters Scaled)
 DV0808
 DV0808                          SUPERSEDED SURVEY CONTROL
 DV0808
 DV0808  NGVD 29 (??/??/92)  227.050  (m)          744.91   (f) ADJ UNCH    1 2
 DV0808
 DV0808.Superseded values are not recommended for survey control.
 DV0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0808.See file dsdata.txt to determine how the superseded data were derived.
 DV0808
 DV0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB424717(NAD 83)
 DV0808_MARKER: DB = BENCH MARK DISK
 DV0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0808_STAMPING: N 361 1967
 DV0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0808+STABILITY: SURFACE MOTION
 DV0808
 DV0808  HISTORY     - Date     Condition        Report By
 DV0808  HISTORY     - 1967     MONUMENTED       CGS
 DV0808  HISTORY     - 1981     GOOD             NGS
 DV0808  HISTORY     - 20060128 POOR             USPSQD
 DV0808  HISTORY     - 20060129 POOR             USPSQD
 DV0808  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DV0808
 DV0808                          STATION DESCRIPTION
 DV0808
 DV0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0808'14.4 MI SW FROM ARLINGTON.
 DV0808'14.4 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0808'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, OR ABOUT 0.85
 DV0808'MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GILA
 DV0808'BEND, THENCE 16.15 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA ROAD,
 DV0808'OLD U. S. HIGHWAY 80, IN SECTION 17, T 3 S, R 4 W, 0.75 MILE NORTH OF
 DV0808'THE VAN-GILA COUNTY COTTON GIN, 0.1 MILE NORTHWEST OF A DIP IN THE
 DV0808'HIGHWAY, 49 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 107
 DV0808'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM DEEP WATER WELL NUMBER 9-A,
 DV0808'17 FEET NORTHWEST OF POWER POLE NUMBER 25-5, 1 1/2 FEET NORTHEAST OF A
 DV0808'FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 DV0808'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DV0808'PROJECTING 8 INCHES.
 DV0808
 DV0808                          STATION RECOVERY (1981)
 DV0808
 DV0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0808'RECOVERED IN GOOD CONDITION.
 DV0808
 DV0808                          STATION RECOVERY (2006)
 DV0808
 DV0808'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0808'MONUMENT FOUND. LAYING ON SIDE.
 DV0808
 DV0808                          STATION RECOVERY (2006)
 DV0808
 DV0808'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0808'MARK THERE.  NO WITNESS POST.  MONUMENT.
 DV0808
 DV0808                          STATION RECOVERY (2007)
 DV0808
 DV0808'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0760 ***********************************************************************
 DV0760  DESIGNATION -  N 362
 DV0760  PID         -  DV0760
 DV0760  STATE/COUNTY-  AZ/MARICOPA
 DV0760  USGS QUAD   -  TONOPAH (1984)
 DV0760
 DV0760                         *CURRENT SURVEY CONTROL
 DV0760  ___________________________________________________________________
 DV0760* NAD 83(1986)-  33 28 07.     (N)    112 59 50.     (W)     SCALED    
 DV0760* NAVD 88     -       356.649  (meters)    1170.11   (feet)  ADJUSTED  
 DV0760  ___________________________________________________________________
 DV0760  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0760  DYNAMIC HT  -         356.238 (meters)    1168.76  (feet)  COMP
 DV0760  MODELED GRAV-     979,473.5   (mgal)                       NAVD 88
 DV0760
 DV0760  VERT ORDER  -  FIRST     CLASS II
 DV0760
 DV0760.The horizontal coordinates were scaled from a topographic map and have
 DV0760.an estimated accuracy of +/- 6 seconds.
 DV0760
 DV0760.The orthometric height was determined by differential leveling
 DV0760.and adjusted in June 1991.
 DV0760
 DV0760.The geoid height was determined by GEOID03.
 DV0760
 DV0760.The dynamic height is computed by dividing the NAVD 88
 DV0760.geopotential number by the normal gravity value computed on the
 DV0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0760.degrees latitude (g = 980.6199 gals.).
 DV0760
 DV0760.The modeled gravity was interpolated from observed gravity values.
 DV0760
 DV0760;                    North         East    Units  Estimated Accuracy
 DV0760;SPC AZ C     -   274,240.      112,920.      MT  (+/- 180 meters Scaled)
 DV0760
 DV0760                          SUPERSEDED SURVEY CONTROL
 DV0760
 DV0760  NGVD 29 (??/??/92)  356.022  (m)         1168.05   (f) ADJ UNCH    1 2
 DV0760
 DV0760.Superseded values are not recommended for survey control.
 DV0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0760.See file dsdata.txt to determine how the superseded data were derived.
 DV0760
 DV0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC144050(NAD 83)
 DV0760_MARKER: DB = BENCH MARK DISK
 DV0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0760_STAMPING: N 362 1967
 DV0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0760+STABILITY: SURFACE MOTION
 DV0760
 DV0760  HISTORY     - Date     Condition        Report By
 DV0760  HISTORY     - 1967     MONUMENTED       CGS
 DV0760  HISTORY     - 1981     GOOD             NGS
 DV0760
 DV0760                          STATION DESCRIPTION
 DV0760
 DV0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0760'11.2 MI SW FROM TONOPAH.
 DV0760'6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0760'TONOPAH, THENCE 4.35 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD, IN
 DV0760'SECTION 32, T 2 N, R 7 W, 150 YARDS EAST OF A CURVE IN THE ROAD, 77
 DV0760'FEET NORTH OF THE CENTER LINE OF THE ROAD, 133 YARDS WEST OF THE
 DV0760'CENTER OF A DIP IN A GRAVELED WASH, 2.0 FEET NORTH OF A METAL WITNESS
 DV0760'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DV0760'POST PROJECTING 7 INCHES.
 DV0760
 DV0760                          STATION RECOVERY (1981)
 DV0760
 DV0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1025 ***********************************************************************
 CZ1025  DESIGNATION -  N 363
 CZ1025  PID         -  CZ1025
 CZ1025  STATE/COUNTY-  AZ/PINAL
 CZ1025  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1025
 CZ1025                         *CURRENT SURVEY CONTROL
 CZ1025  ___________________________________________________________________
 CZ1025* NAD 83(1986)-  32 49 38.     (N)    111 40 37.     (W)     SCALED    
 CZ1025* NAVD 88     -       445.716  (meters)    1462.32   (feet)  ADJUSTED  
 CZ1025  ___________________________________________________________________
 CZ1025  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1025  DYNAMIC HT  -         445.167 (meters)    1460.52  (feet)  COMP
 CZ1025  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 CZ1025  OBS GRAVITY -     979,391.7   (mgal)                       GRAV_OBS
 CZ1025
 CZ1025  VERT ORDER  -  FIRST     CLASS II
 CZ1025
 CZ1025.The horizontal coordinates were scaled from a topographic map and have
 CZ1025.an estimated accuracy of +/- 6 seconds.
 CZ1025
 CZ1025.The orthometric height was determined by differential leveling
 CZ1025.and adjusted in November 1993.
 CZ1025
 CZ1025.The geoid height was determined by GEOID03.
 CZ1025
 CZ1025.The dynamic height is computed by dividing the NAVD 88
 CZ1025.geopotential number by the normal gravity value computed on the
 CZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1025.degrees latitude (g = 980.6199 gals.).
 CZ1025
 CZ1025.The modeled gravity was interpolated from observed gravity values.
 CZ1025.The observed gravity was obtained from relative gravimeter ties
 CZ1025.to the IGSN71 gravity network.
 CZ1025
 CZ1025;                    North         East    Units  Estimated Accuracy
 CZ1025;SPC AZ C     -   202,620.      235,800.      MT  (+/- 180 meters Scaled)
 CZ1025
 CZ1025                          SUPERSEDED SURVEY CONTROL
 CZ1025
 CZ1025  NAVD 88 (06/15/91)  445.726  (m)         1462.35   (f) UNKNOWN     1 2
 CZ1025  NGVD 29 (??/??/92)  445.378  (m)         1461.21   (f) ADJ UNCH    1 2
 CZ1025
 CZ1025.Superseded values are not recommended for survey control.
 CZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1025.See file dsdata.txt to determine how the superseded data were derived.
 CZ1025
 CZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB366323(NAD 83)
 CZ1025_MARKER: DB = BENCH MARK DISK
 CZ1025_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1025_SP_SET: COPPER-CLAD STEEL ROD
 CZ1025_STAMPING: N 363 1967
 CZ1025_MARK LOGO: CGS   
 CZ1025_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1025+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1025
 CZ1025  HISTORY     - Date     Condition        Report By
 CZ1025  HISTORY     - 1967     MONUMENTED       CGS
 CZ1025  HISTORY     - 1980     GOOD             NGS
 CZ1025  HISTORY     - 1980     GOOD             NGS
 CZ1025  HISTORY     - 1984     GOOD             NGS
 CZ1025  HISTORY     - 19911205 GOOD             NGS
 CZ1025  HISTORY     - 20031215 GOOD             NGS
 CZ1025  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1025
 CZ1025                          STATION DESCRIPTION
 CZ1025
 CZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1025'5.7 MI SE FROM CASA GRANDE.
 CZ1025'ABOUT 5.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1025'STATION AT  CASA GRANDE, IN S 12, T 7 S, R 6 E, 15 POLES NORTHWEST OF
 CZ1025'MILEPOST NUMBER 925, 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CZ1025'TRACK, 66 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 84, 6
 CZ1025'FEET NORTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.4
 CZ1025'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 CZ1025'OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CZ1025'DRIVEN TO A DEPTH OF 9 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 CZ1025'PROJECTING 6 INCHES.
 CZ1025
 CZ1025                          STATION RECOVERY (1980)
 CZ1025
 CZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1025'RECOVERED IN GOOD CONDITION.
 CZ1025
 CZ1025                          STATION RECOVERY (1980)
 CZ1025
 CZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1025'RECOVERED IN GOOD CONDITION.
 CZ1025
 CZ1025                          STATION RECOVERY (1984)
 CZ1025
 CZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1025'RECOVERED IN GOOD CONDITION.
 CZ1025
 CZ1025                          STATION RECOVERY (1991)
 CZ1025
 CZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1025'9.7 KM (6.00 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1025'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1025'BOULEVARD) IN CASA GRANDE, 26.2 M (86.0 FT) SOUTHWEST OF THE HIGHWAY
 CZ1025'CENTERLINE, 14.6 M (47.9 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CZ1025'SOUTHERN PACIFIC RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 CZ1025'HIGHWAY, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE
 CZ1025'DISK IS ENCASED IN A 5-INCH IRON PIPE AND IS FLUSH WITH THE GROUND
 CZ1025'SURFACE.
 CZ1025
 CZ1025                          STATION RECOVERY (2003)
 CZ1025
 CZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1025'TELEPHONE POLE HAS BEEN CUT DOWN WITH STUMP REMAINING ADJACENT TO
 CZ1025'MARK.  NOW THE UNION PACIFIC RR.  STATION AT MILEPOST 183.9 OF AZ 84 =
 CZ1025'JIMMIE KERR BLVD.
 CZ1025
 CZ1025                          STATION RECOVERY (2006)
 CZ1025
 CZ1025'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0675 ***********************************************************************
 DU0675  DESIGNATION -  N 364
 DU0675  PID         -  DU0675
 DU0675  STATE/COUNTY-  AZ/PINAL
 DU0675  USGS QUAD   -  SACATON NE (1978)
 DU0675
 DU0675                         *CURRENT SURVEY CONTROL
 DU0675  ___________________________________________________________________
 DU0675* NAD 83(1986)-  33 12 28.     (N)    111 34 19.     (W)     SCALED    
 DU0675* NAVD 88     -       449.11   (+/-2cm)    1473.5    (feet)  VERTCON   
 DU0675  ___________________________________________________________________
 DU0675  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU0675  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0675
 DU0675.The horizontal coordinates were scaled from a topographic map and have
 DU0675.an estimated accuracy of +/- 6 seconds.
 DU0675
 DU0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0675.The vertical order pertains to the NGVD 29 superseded value.
 DU0675
 DU0675.The geoid height was determined by GEOID03.
 DU0675
 DU0675;                    North         East    Units  Estimated Accuracy
 DU0675;SPC AZ C     -   244,850.      245,500.      MT  (+/- 180 meters Scaled)
 DU0675
 DU0675                          SUPERSEDED SURVEY CONTROL
 DU0675
 DU0675  NGVD 29 (??/??/92)  448.643  (m)         1471.92   (f) ADJ UNCH    1 2
 DU0675
 DU0675.Superseded values are not recommended for survey control.
 DU0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0675.See file dsdata.txt to determine how the superseded data were derived.
 DU0675
 DU0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB466744(NAD 83)
 DU0675_MARKER: DB = BENCH MARK DISK
 DU0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0675_STAMPING: N 364 1967
 DU0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0675+STABILITY: SURFACE MOTION
 DU0675
 DU0675  HISTORY     - Date     Condition        Report By
 DU0675  HISTORY     - 1967     MONUMENTED       CGS
 DU0675  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0675  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0675
 DU0675                          STATION DESCRIPTION
 DU0675
 DU0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0675'5.2 MI SE FROM QUEEN CREEK.
 DU0675'ABOUT 0.4 MILE SOUTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0675'SCHOOL AT QUEEN CREEK, THENCE 4.8 MILES SOUTHEAST ALONG THE SOUTHERN
 DU0675'PACIFIC RAILROAD, OR ABOUT 6.8 MILES NORTHWEST ALONG THE SOUTHERN
 DU0675'PACIFIC RAILROAD FROM THE STATION SIGN AT MAGMA, IN S 30, T 2 S, R 8
 DU0675'E, 27 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 2 FEET
 DU0675'NORTHEAST OF MILEPOST 943, 36 FEET NORTHEAST OF THE CENTER LINE OF A
 DU0675'DIRT ROAD WHICH PARALLELS THE TRACKS, 1.4 FEET SOUTHWEST OF A METAL
 DU0675'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 DU0675'THE TOP OF A CONCRETE POST.
 DU0675
 DU0675                          STATION RECOVERY (1992)
 DU0675
 DU0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0675'MARK NOT FOUND.
 DU0675
 DU0675                          STATION RECOVERY (2007)
 DU0675
 DU0675'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0675'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0675'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0042 ***********************************************************************
 DV0042  DESIGNATION -  N 365
 DV0042  PID         -  DV0042
 DV0042  STATE/COUNTY-  AZ/MARICOPA
 DV0042  USGS QUAD   -  GLENDALE (1982)
 DV0042
 DV0042                         *CURRENT SURVEY CONTROL
 DV0042  ___________________________________________________________________
 DV0042* NAD 83(1986)-  33 34 19.     (N)    112 08 04.     (W)     SCALED    
 DV0042* NAVD 88     -       375.33   (+/-2cm)    1231.4    (feet)  VERTCON   
 DV0042  ___________________________________________________________________
 DV0042  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0042  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0042
 DV0042.The horizontal coordinates were scaled from a topographic map and have
 DV0042.an estimated accuracy of +/- 6 seconds.
 DV0042
 DV0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0042.The vertical order pertains to the NGVD 29 superseded value.
 DV0042
 DV0042.The geoid height was determined by GEOID03.
 DV0042
 DV0042;                    North         East    Units  Estimated Accuracy
 DV0042;SPC AZ C     -   285,200.      193,140.      MT  (+/- 180 meters Scaled)
 DV0042
 DV0042                          SUPERSEDED SURVEY CONTROL
 DV0042
 DV0042  NGVD 29 (??/??/92)  374.787  (m)         1229.61   (f) ADJ UNCH    1 2
 DV0042
 DV0042.Superseded values are not recommended for survey control.
 DV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0042.See file dsdata.txt to determine how the superseded data were derived.
 DV0042
 DV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC947152(NAD 83)
 DV0042_MARKER: DB = BENCH MARK DISK
 DV0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0042_SP_SET: BRIDGE
 DV0042_STAMPING: N 365 1967
 DV0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0042
 DV0042  HISTORY     - Date     Condition        Report By
 DV0042  HISTORY     - 1967     MONUMENTED       CGS
 DV0042  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0042  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DV0042  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV0042  HISTORY     - 20070829 MARK NOT FOUND   GEOCAC
 DV0042
 DV0042                          STATION DESCRIPTION
 DV0042
 DV0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0042'5.0 MI W FROM SUNNYSLOPE.
 DV0042'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0042'SUNNYSLOPE, THENCE 4.4 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0042'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, OR ABOUT 1.8 MILES EAST
 DV0042'ALONG GLENDALE AVENUE FROM THE POST OFFICE AT GLENDALE, THENCE 3.0
 DV0042'MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 1.15 MILES SOUTHEAST ALONG
 DV0042'A DIRT ROAD WHICH PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL,
 DV0042'IN SECTION 27, T 3 N, R 2 E, 29 FEET NORTHWEST OF THE CENTER OF THE
 DV0042'INTERSECTION OF NORTH 35TH AVENUE AND THE ROAD ALONG THE CANAL, 12 1/2
 DV0042'FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF THE CENTER
 DV0042'LINE OF NORTH 35TH AVENUE, SET IN THE TOP OF THE WEST END OF THE SOUTH
 DV0042'CONCRETE ABUTMENT OF THE NORTH 35TH AVENUE BRIDGE OVER THE ARIZONA
 DV0042'CANAL, AND ABOUT LEVEL WITH THE AVENUE.
 DV0042
 DV0042                          STATION RECOVERY (1981)
 DV0042
 DV0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0042'BELIEVED DESTROYED BY THE CONSTRUCTION OF A NEW BRIDGE.
 DV0042
 DV0042                          STATION RECOVERY (1988)
 DV0042
 DV0042'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC)
 DV0042'MARK NOT FOUND.
 DV0042
 DV0042                          STATION RECOVERY (2004)
 DV0042
 DV0042'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV0042'NOT FOUND.
 DV0042
 DV0042                          STATION RECOVERY (2007)
 DV0042
 DV0042'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0042'THE BRIDGE HAS BEEN WIDENED, 21 FEET FROM THE CENTERLINE IS NOW IN THE
 DV0042'CENTER OF THE SOUTHBOUND ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0086 ***********************************************************************
 DV0086  DESIGNATION -  N 366
 DV0086  PID         -  DV0086
 DV0086  STATE/COUNTY-  AZ/MARICOPA
 DV0086  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0086
 DV0086                         *CURRENT SURVEY CONTROL
 DV0086  ___________________________________________________________________
 DV0086* NAD 83(1986)-  33 41 31.     (N)    112 24 04.     (W)     SCALED    
 DV0086* NAVD 88     -       408.437  (meters)    1340.01   (feet)  ADJUSTED  
 DV0086  ___________________________________________________________________
 DV0086  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0086  DYNAMIC HT  -         407.961 (meters)    1338.45  (feet)  COMP
 DV0086  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 DV0086
 DV0086  VERT ORDER  -  FIRST     CLASS II
 DV0086
 DV0086.The horizontal coordinates were scaled from a topographic map and have
 DV0086.an estimated accuracy of +/- 6 seconds.
 DV0086
 DV0086.The orthometric height was determined by differential leveling
 DV0086.and adjusted in June 1991.
 DV0086
 DV0086.The geoid height was determined by GEOID03.
 DV0086
 DV0086.The dynamic height is computed by dividing the NAVD 88
 DV0086.geopotential number by the normal gravity value computed on the
 DV0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0086.degrees latitude (g = 980.6199 gals.).
 DV0086
 DV0086.The modeled gravity was interpolated from observed gravity values.
 DV0086
 DV0086;                    North         East    Units  Estimated Accuracy
 DV0086;SPC AZ C     -   298,590.      168,450.      MT  (+/- 180 meters Scaled)
 DV0086
 DV0086                          SUPERSEDED SURVEY CONTROL
 DV0086
 DV0086  NGVD 29 (??/??/92)  407.841  (m)         1338.06   (f) ADJ UNCH    1 2
 DV0086
 DV0086.Superseded values are not recommended for survey control.
 DV0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0086.See file dsdata.txt to determine how the superseded data were derived.
 DV0086
 DV0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC701288(NAD 83)
 DV0086_MARKER: DB = BENCH MARK DISK
 DV0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0086_SP_SET: CONCRETE PLATFORM
 DV0086_STAMPING: N 366 1967
 DV0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0086+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2009
 DV0086
 DV0086  HISTORY     - Date     Condition        Report By
 DV0086  HISTORY     - 1967     MONUMENTED       CGS
 DV0086  HISTORY     - 1981     GOOD             NGS
 DV0086  HISTORY     - 20090217 GOOD             SURPGS
 DV0086
 DV0086                          STATION DESCRIPTION
 DV0086
 DV0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0086'7.7 MI NW FROM EL MIRAGE.
 DV0086'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0086'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 0.7 MILE
 DV0086'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0086'BEARDSLEY CANAL, IN SECTION 18, T 4 N, R 1 W, 0.15 MILE SOUTHWEST OF A
 DV0086'FARMHOUSE, 25 FEET SOUTHEAST OF THE CENTER LINE OF CANAL ROAD, 27 1/2
 DV0086'FEET NORTHWEST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 19 FEET
 DV0086'NORTHEAST OF THE MORE NORTHEASTERLY OF TWO POLES WHICH BEARS A
 DV0086'PLATFORM SUPPORTING A TRANSFORMER, SET IN THE TOP OF THE EAST CORNER
 DV0086'OF A CONCRETE PLATFORM WHICH IS POURED AROUND AN ABANDONED AND CAPPED
 DV0086'WELL CASING, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 DV0086
 DV0086                          STATION RECOVERY (1981)
 DV0086
 DV0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0086'RECOVERED IN GOOD CONDITION.
 DV0086
 DV0086                          STATION RECOVERY (2009)
 DV0086
 DV0086'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0086'RECOVERED IN GOOD CONDITION AND INSTALLED NEW WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0215 ***********************************************************************
 DA0215  DESIGNATION -  N 37
 DA0215  PID         -  DA0215
 DA0215  STATE/COUNTY-  AZ/PIMA
 DA0215  USGS QUAD   -  MAISH VAYA (1990)
 DA0215
 DA0215                         *CURRENT SURVEY CONTROL
 DA0215  ___________________________________________________________________
 DA0215* NAD 83(1986)-  32 10 26.     (N)    112 09 24.     (W)     SCALED    
 DA0215* NAVD 88     -       813.23   (+/-2cm)    2668.1    (feet)  VERTCON   
 DA0215  ___________________________________________________________________
 DA0215  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0215
 DA0215.The horizontal coordinates were scaled from a topographic map and have
 DA0215.an estimated accuracy of +/- 6 seconds.
 DA0215
 DA0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0215.The vertical order pertains to the NGVD 29 superseded value.
 DA0215
 DA0215.The geoid height was determined by GEOID03.
 DA0215
 DA0215;                    North         East    Units  Estimated Accuracy
 DA0215;SPC AZ C     -   130,170.      190,730.      MT  (+/- 180 meters Scaled)
 DA0215
 DA0215                          SUPERSEDED SURVEY CONTROL
 DA0215
 DA0215  NGVD 29 (??/??/92)  812.496  (m)         2665.66   (f) ADJ UNCH    2 0
 DA0215
 DA0215.Superseded values are not recommended for survey control.
 DA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0215.See file dsdata.txt to determine how the superseded data were derived.
 DA0215
 DA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA909602(NAD 83)
 DA0215_MARKER: DB = BENCH MARK DISK
 DA0215_SETTING: 66 = SET IN ROCK OUTCROP
 DA0215_SP_SET: GREY OUTCROP
 DA0215_STAMPING: 2665.812 N 37 1933
 DA0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0215+STABILITY: POSITION/ELEVATION WELL
 DA0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0215+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 DA0215
 DA0215  HISTORY     - Date     Condition        Report By
 DA0215  HISTORY     - 1933     MONUMENTED       CGS
 DA0215  HISTORY     - 1934     GOOD             NGS
 DA0215  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0215  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0215  HISTORY     - 20070308 GOOD             TOHONO
 DA0215
 DA0215                          STATION DESCRIPTION
 DA0215
 DA0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0215'26.8 MI W FROM SELLS.
 DA0215'26.8 MILES WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT SELLS,
 DA0215'PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 1.4 MILES WEST OF SAVAGES
 DA0215'STORE (IN 1934), 350 FEET WEST OF A CULVERT AT THE NORTH POINT OF A
 DA0215'ROCKY SLOPE, 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 DA0215'TOP OF A GRAY OUTCROP, AND ABOUT 2 INCHES ABOVE THE GROUND.  A
 DA0215'STANDARD DISK, STAMPED 2665.812 N 37 1933.  NOTE-- DISK IS LOOSE AND
 DA0215'BENT SLIGHTLY.
 DA0215
 DA0215                          STATION RECOVERY (1997)
 DA0215
 DA0215'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0215'MARK NOT FOUND.
 DA0215
 DA0215                          STATION RECOVERY (1999)
 DA0215
 DA0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0215'MARK NOT FOUND.
 DA0215
 DA0215                          STATION RECOVERY (2007)
 DA0215
 DA0215'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 DA0215'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0957 ***********************************************************************
 CZ0957  DESIGNATION -  N 38
 CZ0957  PID         -  CZ0957
 CZ0957  STATE/COUNTY-  AZ/PIMA
 CZ0957  USGS QUAD   -  PAN TAK (1979)
 CZ0957
 CZ0957                         *CURRENT SURVEY CONTROL
 CZ0957  ___________________________________________________________________
 CZ0957* NAD 83(1986)-  32 02 09.     (N)    111 37 04.     (W)     SCALED    
 CZ0957* NAVD 88     -       934.57   (+/-2cm)    3066.2    (feet)  VERTCON   
 CZ0957  ___________________________________________________________________
 CZ0957  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0957
 CZ0957.The horizontal coordinates were scaled from a topographic map and have
 CZ0957.an estimated accuracy of +/- 6 seconds.
 CZ0957
 CZ0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0957.The vertical order pertains to the NGVD 29 superseded value.
 CZ0957
 CZ0957.The geoid height was determined by GEOID03.
 CZ0957
 CZ0957;                    North         East    Units  Estimated Accuracy
 CZ0957;SPC AZ C     -   114,880.      241,590.      MT  (+/- 180 meters Scaled)
 CZ0957
 CZ0957                          SUPERSEDED SURVEY CONTROL
 CZ0957
 CZ0957  NGVD 29 (??/??/92)  933.834  (m)         3063.75   (f) ADJ UNCH    2 0
 CZ0957
 CZ0957.Superseded values are not recommended for survey control.
 CZ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0957.See file dsdata.txt to determine how the superseded data were derived.
 CZ0957
 CZ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA416445(NAD 83)
 CZ0957_MARKER: DB = BENCH MARK DISK
 CZ0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0957_STAMPING: 3063.937 N 38 1933
 CZ0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0957+STABILITY: SURFACE MOTION
 CZ0957
 CZ0957  HISTORY     - Date     Condition        Report By
 CZ0957  HISTORY     - 1933     MONUMENTED       CGS
 CZ0957  HISTORY     - 1934     GOOD             NGS
 CZ0957  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0957  HISTORY     - 20020128 GOOD             INDIV
 CZ0957
 CZ0957                          STATION DESCRIPTION
 CZ0957
 CZ0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0957'18.6 MI NE FROM SELLS.
 CZ0957'18.6 MILES NORTHEAST OF SELLS, PIMA COUNTY, THIS BENCH MARK MAY BE
 CZ0957'REACHED FROM SELLS BY GOING 14.8 MILES NORTHEAST ALONG STATE HIGHWAY
 CZ0957'86, THENCE 3.8 MILES NORTHEAST ALONG THE OLD AJO-TUCSON HIGHWAY.  IT
 CZ0957'IS 64 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF A
 CZ0957'POLE, AND 36 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED
 CZ0957'3063.937 N 38 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CZ0957'INCHES ABOVE GROUND.
 CZ0957
 CZ0957                          STATION RECOVERY (1999)
 CZ0957
 CZ0957'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0957'MARK NOT FOUND.
 CZ0957
 CZ0957                          STATION RECOVERY (2002)
 CZ0957
 CZ0957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CZ0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0286 ***********************************************************************
 FR0286  DESIGNATION -  N 385
 FR0286  PID         -  FR0286
 FR0286  STATE/COUNTY-  AZ/COCONINO
 FR0286  USGS QUAD   -  TRINITY MTN (1981)
 FR0286
 FR0286                         *CURRENT SURVEY CONTROL
 FR0286  ___________________________________________________________________
 FR0286* NAD 83(1986)-  35 22 41.     (N)    112 50 07.     (W)     SCALED    
 FR0286* NAVD 88     -      1628.299  (meters)    5342.18   (feet)  POSTED    
 FR0286  ___________________________________________________________________
 FR0286  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 FR0286  DYNAMIC HT  -        1626.110 (meters)    5335.00  (feet)  COMP
 FR0286  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 FR0286
 FR0286  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0286
 FR0286.The horizontal coordinates were scaled from a topographic map and have
 FR0286.an estimated accuracy of +/- 6 seconds.
 FR0286
 FR0286.The orthometric height was determined by differential leveling
 FR0286.and adjusted by the  in 1992.
 FR0286.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0286.rate of 0.0 thru 1.0 mm/km.
 FR0286
 FR0286.The geoid height was determined by GEOID03.
 FR0286
 FR0286.The dynamic height is computed by dividing the NAVD 88
 FR0286.geopotential number by the normal gravity value computed on the
 FR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0286.degrees latitude (g = 980.6199 gals.).
 FR0286
 FR0286.The modeled gravity was interpolated from observed gravity values.
 FR0286
 FR0286;                    North         East    Units  Estimated Accuracy
 FR0286;SPC AZ C     -   485,900.      129,900.      MT  (+/- 180 meters Scaled)
 FR0286
 FR0286                          SUPERSEDED SURVEY CONTROL
 FR0286
 FR0286  NGVD 29 (??/??/92) 1627.366  (m)         5339.12   (f) ADJ UNCH    2 0
 FR0286
 FR0286.Superseded values are not recommended for survey control.
 FR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0286.See file dsdata.txt to determine how the superseded data were derived.
 FR0286
 FR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE332165(NAD 83)
 FR0286_MARKER: DB = BENCH MARK DISK
 FR0286_SETTING: 80 = SET IN A BOULDER
 FR0286_SP_SET: BOULDER
 FR0286_STAMPING: N 385 1968
 FR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0286+STABILITY: SURFACE MOTION
 FR0286
 FR0286  HISTORY     - Date     Condition        Report By
 FR0286  HISTORY     - 1968     MONUMENTED       CGS
 FR0286
 FR0286                          STATION DESCRIPTION
 FR0286
 FR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0286'5.25 MI NE FROM SELIGMAN.
 FR0286'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0286'THE STATION AT SELIGMAN, THENCE 4.2 MILES NORTH ALONG A DIRT ROAD,
 FR0286'0.05 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD EAST, 0.05 MILE SOUTH
 FR0286'OF THE CROSSING OF A SANDY WASH, AT A GROUP OF LAVA BOULDERS, IN THE
 FR0286'TOP OF A LAVA BOULDER PROJECTING 0.4 FOOT ABOVE THE GROUND, 124 FEET
 FR0286'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A WITNESS
 FR0286'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0305 ***********************************************************************
 FR0305  DESIGNATION -  N 386
 FR0305  PID         -  FR0305
 FR0305  STATE/COUNTY-  AZ/COCONINO
 FR0305  USGS QUAD   -  RHODES CANYON (1981)
 FR0305
 FR0305                         *CURRENT SURVEY CONTROL
 FR0305  ___________________________________________________________________
 FR0305* NAD 83(1986)-  35 33 34.     (N)    112 52 52.     (W)     SCALED    
 FR0305* NAVD 88     -      1812.718  (meters)    5947.23   (feet)  POSTED    
 FR0305  ___________________________________________________________________
 FR0305  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 FR0305  DYNAMIC HT  -        1810.270 (meters)    5939.19  (feet)  COMP
 FR0305  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 FR0305
 FR0305  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0305
 FR0305.The horizontal coordinates were scaled from a topographic map and have
 FR0305.an estimated accuracy of +/- 6 seconds.
 FR0305
 FR0305.The orthometric height was determined by differential leveling
 FR0305.and adjusted by the  in 1992.
 FR0305.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0305.rate of 0.0 thru 1.0 mm/km.
 FR0305
 FR0305.The geoid height was determined by GEOID03.
 FR0305
 FR0305.The dynamic height is computed by dividing the NAVD 88
 FR0305.geopotential number by the normal gravity value computed on the
 FR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0305.degrees latitude (g = 980.6199 gals.).
 FR0305
 FR0305.The modeled gravity was interpolated from observed gravity values.
 FR0305
 FR0305;                    North         East    Units  Estimated Accuracy
 FR0305;SPC AZ C     -   506,060.      125,930.      MT  (+/- 180 meters Scaled)
 FR0305
 FR0305                          SUPERSEDED SURVEY CONTROL
 FR0305
 FR0305  NGVD 29 (??/??/92) 1811.768  (m)         5944.11   (f) ADJ UNCH    2 0
 FR0305
 FR0305.Superseded values are not recommended for survey control.
 FR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0305.See file dsdata.txt to determine how the superseded data were derived.
 FR0305
 FR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE295367(NAD 83)
 FR0305_MARKER: DB = BENCH MARK DISK
 FR0305_SETTING: 66 = SET IN ROCK OUTCROP
 FR0305_SP_SET: LAVA OUTCROP
 FR0305_STAMPING: N 386 1968
 FR0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0305+STABILITY: POSITION/ELEVATION WELL
 FR0305
 FR0305  HISTORY     - Date     Condition        Report By
 FR0305  HISTORY     - 1968     MONUMENTED       CGS
 FR0305
 FR0305                          STATION DESCRIPTION
 FR0305
 FR0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0305'19.45 MI N FROM SELIGMAN.
 FR0305'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0305'THE STATION AT SELIGMAN, THENCE 18.4 MILES NORTH ALONG A DIRT ROAD,
 FR0305'0.35 MILE NORTH OF A METAL GATE, IN THE TOP OF A LAVA OUTCROP WHICH
 FR0305'PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND, 34 FEET EAST OF THE CENTER
 FR0305'LINE OF THE ROAD, 127 FEET NORTH OF A SECTION CORNER MARKER
 FR0305'11-12-14-13 R6W T25N, 1.0 FOOT WEST OF A FENCE, 0.8 FOOT WEST OF A
 FR0305'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0056 ***********************************************************************
 FR0056  DESIGNATION -  N 387
 FR0056  PID         -  FR0056
 FR0056  STATE/COUNTY-  AZ/COCONINO
 FR0056  USGS QUAD   -  MARKHAM DAM (1980)
 FR0056
 FR0056                         *CURRENT SURVEY CONTROL
 FR0056  ___________________________________________________________________
 FR0056* NAD 83(1986)-  35 44 14.     (N)    112 23 56.     (W)     SCALED    
 FR0056* NAVD 88     -      1702.967  (meters)    5587.15   (feet)  POSTED    
 FR0056  ___________________________________________________________________
 FR0056  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0056  DYNAMIC HT  -        1700.760 (meters)    5579.91  (feet)  COMP
 FR0056  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 FR0056
 FR0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0056
 FR0056.The horizontal coordinates were scaled from a topographic map and have
 FR0056.an estimated accuracy of +/- 6 seconds.
 FR0056
 FR0056.The orthometric height was determined by differential leveling
 FR0056.and adjusted by the  in 1992.
 FR0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0056.rate of 0.0 thru 1.0 mm/km.
 FR0056
 FR0056.The geoid height was determined by GEOID03.
 FR0056
 FR0056.The dynamic height is computed by dividing the NAVD 88
 FR0056.geopotential number by the normal gravity value computed on the
 FR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0056.degrees latitude (g = 980.6199 gals.).
 FR0056
 FR0056.The modeled gravity was interpolated from observed gravity values.
 FR0056
 FR0056;                    North         East    Units  Estimated Accuracy
 FR0056;SPC AZ C     -   525,470.      169,740.      MT  (+/- 180 meters Scaled)
 FR0056
 FR0056                          SUPERSEDED SURVEY CONTROL
 FR0056
 FR0056  NGVD 29 (??/??/92) 1702.120  (m)         5584.37   (f) ADJ UNCH    2 0
 FR0056
 FR0056.Superseded values are not recommended for survey control.
 FR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0056.See file dsdata.txt to determine how the superseded data were derived.
 FR0056
 FR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE735557(NAD 83)
 FR0056_MARKER: DB = BENCH MARK DISK
 FR0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0056_SP_SET: FOUNDATION
 FR0056_STAMPING: N 387 1968
 FR0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0056
 FR0056  HISTORY     - Date     Condition        Report By
 FR0056  HISTORY     - 1968     MONUMENTED       CGS
 FR0056
 FR0056                          STATION DESCRIPTION
 FR0056
 FR0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0056'8.55 MI W FROM WILLAHA.
 FR0056'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0056'THE SIDING SIGN AT WILLAHA, THENCE 7.75 MILES-WEST ALONG A STEEL TOWER
 FR0056'POWER LINE, 3 TOWERS WEST OF BENCH MARK M 387, IN THE TOP OF THE
 FR0056'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF TOWER 785, 56 FEET
 FR0056'NORTH OF THE CENTER LINE OF A ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE
 FR0056'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0329 ***********************************************************************
 FR0329  DESIGNATION -  N 388
 FR0329  PID         -  FR0329
 FR0329  STATE/COUNTY-  AZ/COCONINO
 FR0329  USGS QUAD   -  BLACK TANK (1980)
 FR0329
 FR0329                         *CURRENT SURVEY CONTROL
 FR0329  ___________________________________________________________________
 FR0329* NAD 83(1986)-  35 41 31.     (N)    112 44 33.     (W)     SCALED    
 FR0329* NAVD 88     -      1777.047  (meters)    5830.19   (feet)  POSTED    
 FR0329  ___________________________________________________________________
 FR0329  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FR0329  DYNAMIC HT  -        1774.720 (meters)    5822.56  (feet)  COMP
 FR0329  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 FR0329
 FR0329  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0329
 FR0329.The horizontal coordinates were scaled from a topographic map and have
 FR0329.an estimated accuracy of +/- 6 seconds.
 FR0329
 FR0329.The orthometric height was determined by differential leveling
 FR0329.and adjusted by the  in 1992.
 FR0329.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0329.rate of 0.0 thru 1.0 mm/km.
 FR0329
 FR0329.The geoid height was determined by GEOID03.
 FR0329
 FR0329.The dynamic height is computed by dividing the NAVD 88
 FR0329.geopotential number by the normal gravity value computed on the
 FR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0329.degrees latitude (g = 980.6199 gals.).
 FR0329
 FR0329.The modeled gravity was interpolated from observed gravity values.
 FR0329
 FR0329;                    North         East    Units  Estimated Accuracy
 FR0329;SPC AZ C     -   520,650.      138,620.      MT  (+/- 180 meters Scaled)
 FR0329
 FR0329                          SUPERSEDED SURVEY CONTROL
 FR0329
 FR0329  NGVD 29 (??/??/92) 1776.164  (m)         5827.30   (f) ADJ UNCH    2 0
 FR0329
 FR0329.Superseded values are not recommended for survey control.
 FR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0329.See file dsdata.txt to determine how the superseded data were derived.
 FR0329
 FR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE423511(NAD 83)
 FR0329_MARKER: DB = BENCH MARK DISK
 FR0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0329_SP_SET: FOUNDATION
 FR0329_STAMPING: N 388 1968
 FR0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0329
 FR0329  HISTORY     - Date     Condition        Report By
 FR0329  HISTORY     - 1968     MONUMENTED       CGS
 FR0329
 FR0329                          STATION DESCRIPTION
 FR0329
 FR0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0329'28.65 MI W FROM WILLAHA.
 FR0329'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0329'THE SIDING SIGN AT WILLAHA, THENCE 27.85 MILES WEST ALONG A STEEL
 FR0329'TOWER POWER LINE, 2 TOWERS WEST OF BENCH MARK M 388, IN THE TOP OF THE
 FR0329'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF STEEL TOWER 848, 44 FEET
 FR0329'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0329'AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0061 ***********************************************************************
 GQ0061  DESIGNATION -  N 389
 GQ0061  PID         -  GQ0061
 GQ0061  STATE/COUNTY-  AZ/COCONINO
 GQ0061  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0061
 GQ0061                         *CURRENT SURVEY CONTROL
 GQ0061  ___________________________________________________________________
 GQ0061* NAD 83(1986)-  36 00 53.     (N)    112 48 07.     (W)     SCALED    
 GQ0061* NAVD 88     -      1800.083  (meters)    5905.77   (feet)  POSTED    
 GQ0061  ___________________________________________________________________
 GQ0061  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 GQ0061  DYNAMIC HT  -        1797.790 (meters)    5898.25  (feet)  COMP
 GQ0061  MODELED GRAV-     979,293.9   (mgal)                       NAVD 88
 GQ0061
 GQ0061  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0061
 GQ0061.The horizontal coordinates were scaled from a topographic map and have
 GQ0061.an estimated accuracy of +/- 6 seconds.
 GQ0061
 GQ0061.The orthometric height was determined by differential leveling
 GQ0061.and adjusted by the  in 1992.
 GQ0061.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0061.was located on a no-check spur therefore a value was not computed.
 GQ0061.No vertical observational check was made to the station.
 GQ0061
 GQ0061.The geoid height was determined by GEOID03.
 GQ0061
 GQ0061.The dynamic height is computed by dividing the NAVD 88
 GQ0061.geopotential number by the normal gravity value computed on the
 GQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0061.degrees latitude (g = 980.6199 gals.).
 GQ0061
 GQ0061.The modeled gravity was interpolated from observed gravity values.
 GQ0061
 GQ0061;                    North         East    Units  Estimated Accuracy
 GQ0061;SPC AZ C     -   556,510.      133,560.      MT  (+/- 180 meters Scaled)
 GQ0061
 GQ0061                          SUPERSEDED SURVEY CONTROL
 GQ0061
 GQ0061  NGVD 29 (??/??/92) 1799.192  (m)         5902.85   (f) ADJ UNCH    2 0
 GQ0061
 GQ0061.Superseded values are not recommended for survey control.
 GQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0061.See file dsdata.txt to determine how the superseded data were derived.
 GQ0061
 GQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE376870(NAD 83)
 GQ0061_MARKER: DB = BENCH MARK DISK
 GQ0061_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0061_SP_SET: OUTCROP
 GQ0061_STAMPING: N 389 1968
 GQ0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0061+STABILITY: POSITION/ELEVATION WELL
 GQ0061
 GQ0061  HISTORY     - Date     Condition        Report By
 GQ0061  HISTORY     - 1968     MONUMENTED       CGS
 GQ0061
 GQ0061                          STATION DESCRIPTION
 GQ0061
 GQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GQ0061'52.7 MI NE FROM PEACH SPRINGS.
 GQ0061'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 GQ0061'SPRINGS, THENCE 45.45 MILES NORTHEAST ALONG HUALAPAI INDIAN
 GQ0061'RESERVATION ROAD, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2
 GQ0061'FOOT ABOVE THE GROUND, 106 FEET NORTHWEST OF THE CENTER LINE OF THE
 GQ0061'ROAD, 101 FEET NORTH OF A TELEPHONE POLE, 0.9 FOOT NORTHEAST OF A
 GQ0061'WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0362 ***********************************************************************
 DT0362  DESIGNATION -  N 39
 DT0362  PID         -  DT0362
 DT0362  STATE/COUNTY-  AZ/GREENLEE
 DT0362  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0362
 DT0362                         *CURRENT SURVEY CONTROL
 DT0362  ___________________________________________________________________
 DT0362* NAD 83(1986)-  33 05 26.     (N)    109 04 43.     (W)     SCALED    
 DT0362* NAVD 88     -      1792.706  (meters)    5881.57   (feet)  ADJUSTED  
 DT0362  ___________________________________________________________________
 DT0362  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 DT0362  DYNAMIC HT  -        1789.952 (meters)    5872.53  (feet)  COMP
 DT0362  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 DT0362
 DT0362  VERT ORDER  -  SECOND    CLASS 0
 DT0362
 DT0362.The horizontal coordinates were scaled from a topographic map and have
 DT0362.an estimated accuracy of +/- 6 seconds.
 DT0362
 DT0362.The orthometric height was determined by differential leveling
 DT0362.and adjusted in June 1991.
 DT0362
 DT0362.The geoid height was determined by GEOID03.
 DT0362
 DT0362.The dynamic height is computed by dividing the NAVD 88
 DT0362.geopotential number by the normal gravity value computed on the
 DT0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0362.degrees latitude (g = 980.6199 gals.).
 DT0362
 DT0362.The modeled gravity was interpolated from observed gravity values.
 DT0362
 DT0362;                    North         East    Units  Estimated Accuracy
 DT0362;SPC AZ E     -   232,320.      314,930.      MT  (+/- 180 meters Scaled)
 DT0362
 DT0362                          SUPERSEDED SURVEY CONTROL
 DT0362
 DT0362  NGVD 29 (??/??/92) 1791.838  (m)         5878.72   (f) ADJ UNCH    2 0
 DT0362
 DT0362.Superseded values are not recommended for survey control.
 DT0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0362.See file dsdata.txt to determine how the superseded data were derived.
 DT0362
 DT0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB793629(NAD 83)
 DT0362_MARKER: DB = BENCH MARK DISK
 DT0362_SETTING: 66 = SET IN ROCK OUTCROP
 DT0362_SP_SET: ROCK LEDGE
 DT0362_STAMPING: N 39 1934
 DT0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0362+STABILITY: POSITION/ELEVATION WELL
 DT0362
 DT0362  HISTORY     - Date     Condition        Report By
 DT0362  HISTORY     - 1934     MONUMENTED       CGS
 DT0362  HISTORY     - 19861216 MARK NOT FOUND   USGS
 DT0362
 DT0362                          STATION DESCRIPTION
 DT0362
 DT0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0362'9.5 MI W FROM MULE CREEK, NM.
 DT0362'ON STATE HWY. NO. 78, 2.9 MILES WEST OF ARIZONA-NEW MEXICO STATE LINE,
 DT0362'100 FT. WEST OF ROCKY BANK, 50 FT. NORTH WEST OF ANGLE IN ROAD, 27 FT.
 DT0362'NORTH OF THE NORTH END OF GALVANIZED CULVERT, AND 45 FT. NORTH OF
 DT0362'CENTER LINE OF HWY. ON ROCK LEDGE ON NORTH BANK OF ROCKY WASH.
 DT0362
 DT0362                          STATION RECOVERY (1986)
 DT0362
 DT0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 DT0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0536 ***********************************************************************
 FR0536  DESIGNATION -  N 391
 FR0536  PID         -  FR0536
 FR0536  STATE/COUNTY-  AZ/MOHAVE
 FR0536  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0536
 FR0536                         *CURRENT SURVEY CONTROL
 FR0536  ___________________________________________________________________
 FR0536* NAD 83(1986)-  35 12 15.     (N)    113 57 38.     (W)     SCALED    
 FR0536* NAVD 88     -      1124.935  (meters)    3690.72   (feet)  POSTED    
 FR0536  ___________________________________________________________________
 FR0536  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FR0536  DYNAMIC HT  -        1123.590 (meters)    3686.31  (feet)  COMP
 FR0536  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 FR0536
 FR0536  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0536
 FR0536.The horizontal coordinates were scaled from a topographic map and have
 FR0536.an estimated accuracy of +/- 6 seconds.
 FR0536
 FR0536.The orthometric height was determined by differential leveling
 FR0536.and adjusted by the  in 1992.
 FR0536.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0536.rate of 0.0 thru 1.0 mm/km.
 FR0536
 FR0536.The geoid height was determined by GEOID03.
 FR0536
 FR0536.The dynamic height is computed by dividing the NAVD 88
 FR0536.geopotential number by the normal gravity value computed on the
 FR0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0536.degrees latitude (g = 980.6199 gals.).
 FR0536
 FR0536.The modeled gravity was interpolated from observed gravity values.
 FR0536
 FR0536;                    North         East    Units  Estimated Accuracy
 FR0536;SPC AZ W     -   466,260.      194,190.      MT  (+/- 180 meters Scaled)
 FR0536
 FR0536                          SUPERSEDED SURVEY CONTROL
 FR0536
 FR0536  NGVD 29 (??/??/92) 1124.121  (m)         3688.05   (f) ADJ UNCH    2 0
 FR0536
 FR0536.Superseded values are not recommended for survey control.
 FR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0536.See file dsdata.txt to determine how the superseded data were derived.
 FR0536
 FR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD304997(NAD 83)
 FR0536_MARKER: DB = BENCH MARK DISK
 FR0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0536_STAMPING: N 391 1962
 FR0536_MARK LOGO: CGS   
 FR0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0536+STABILITY: SURFACE MOTION
 FR0536
 FR0536  HISTORY     - Date     Condition        Report By
 FR0536  HISTORY     - 1962     MONUMENTED       CGS
 FR0536  HISTORY     - 1970     GOOD             USGS
 FR0536  HISTORY     - 1982     GOOD             NGS
 FR0536
 FR0536                          STATION DESCRIPTION
 FR0536
 FR0536'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0536'3.9 MI E FROM KINGMAN.
 FR0536'3.9 MILES EAST ALONG FORMER US 95 HIGHWAY, PRESENTLY A DEAD END ROAD
 FR0536'FROM ITS JUNCTION WITH US 66 HIGHWAY IN THE NORTHEAST PART OF KINGMAN,
 FR0536'OPPOSITE LEWIS KINGMAN PARK, AT MILE POST 77, 35 FEET NORTH OF THE
 FR0536'CENTER LINE OF THE ROAD, 27 FEET NORTHEAST OF MILE POST 77, 60 FEET
 FR0536'EAST OF THE NORTH END OF A PIPE CULVERT, 1.5 FEET NORTH OF R/W FENCE,
 FR0536'AND SET IN A CONCRETE POST PROJECTING 1 INCH.
 FR0536
 FR0536                          STATION RECOVERY (1982)
 FR0536
 FR0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0536'RECOVERED IN GOOD CONDITION.
 FR0536'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 FR0536'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0422 ***********************************************************************
 FR0422  DESIGNATION -  N 392
 FR0422  PID         -  FR0422
 FR0422  STATE/COUNTY-  AZ/MOHAVE
 FR0422  USGS QUAD   -  BULL SPRING (1980)
 FR0422
 FR0422                         *CURRENT SURVEY CONTROL
 FR0422  ___________________________________________________________________
 FR0422* NAD 83(1986)-  35 10 58.     (N)    113 27 18.     (W)     SCALED    
 FR0422* NAVD 88     -      1418.855  (meters)    4655.03   (feet)  POSTED    
 FR0422  ___________________________________________________________________
 FR0422  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 FR0422  DYNAMIC HT  -        1417.020 (meters)    4649.01  (feet)  COMP
 FR0422  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 FR0422
 FR0422  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0422
 FR0422.The horizontal coordinates were scaled from a topographic map and have
 FR0422.an estimated accuracy of +/- 6 seconds.
 FR0422
 FR0422.The orthometric height was determined by differential leveling
 FR0422.and adjusted by the  in 1992.
 FR0422.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0422.rate of 0.0 thru 1.0 mm/km.
 FR0422
 FR0422.The geoid height was determined by GEOID03.
 FR0422
 FR0422.The dynamic height is computed by dividing the NAVD 88
 FR0422.geopotential number by the normal gravity value computed on the
 FR0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0422.degrees latitude (g = 980.6199 gals.).
 FR0422
 FR0422.The modeled gravity was interpolated from observed gravity values.
 FR0422
 FR0422;                    North         East    Units  Estimated Accuracy
 FR0422;SPC AZ W     -   463,910.      240,230.      MT  (+/- 180 meters Scaled)
 FR0422
 FR0422                          SUPERSEDED SURVEY CONTROL
 FR0422
 FR0422  NGVD 29 (??/??/92) 1417.983  (m)         4652.17   (f) ADJ UNCH    2 0
 FR0422
 FR0422.Superseded values are not recommended for survey control.
 FR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0422.See file dsdata.txt to determine how the superseded data were derived.
 FR0422
 FR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD764960(NAD 83)
 FR0422_MARKER: DB = BENCH MARK DISK
 FR0422_SETTING: 66 = SET IN ROCK OUTCROP
 FR0422_SP_SET: BEDROCK OUTCROP
 FR0422_STAMPING: N 392 1962
 FR0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0422+STABILITY: POSITION/ELEVATION WELL
 FR0422
 FR0422  HISTORY     - Date     Condition        Report By
 FR0422  HISTORY     - 1962     MONUMENTED       CGS
 FR0422
 FR0422                          STATION DESCRIPTION
 FR0422
 FR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0422'41.2 MI NE FROM KINGMAN.
 FR0422'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0422'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0422'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0422'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE ABOUT 10.7
 FR0422'MILES EAST ALONG THE DIRT ROAD TO A PIPE LINE CROSSING THENCE 1.4
 FR0422'MILES EAST ALONG THE PIPE LINE, ABOUT 0.10 MILE SOUTHEAST OF A WHITE
 FR0422'PAINTED PIPE FENCE AROUND A PIPE LINE VALVE, AND ABOUT 0.05 MILE
 FR0422'SOUTHEAST OF A METAL GATE, NEAR A FENCE AND FENCE CORNERS SOUTH OF THE
 FR0422'PIPE LINE, 239 FEET SOUTHEAST OF THE SOUTH END OF THE METAL GATE, 30.5
 FR0422'FEET SOUTH OF A FENCE, 53 FEET SOUTHWEST OF A FENCE CORNER, 89 FEET
 FR0422'SOUTHEAST OF A FENCE CORNER, 30.7 FEET SOUTH OF A METAL WITNESS POST,
 FR0422'AND SET IN TOP OF A 3 BY 3 FOOT OUTCROPPING BEDROCK WHICH PROJECTS
 FR0422'ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0465 ***********************************************************************
 FR0465  DESIGNATION -  N 393
 FR0465  PID         -  FR0465
 FR0465  STATE/COUNTY-  AZ/YAVAPAI
 FR0465  USGS QUAD   -  YAMPAI SE (1981)
 FR0465
 FR0465                         *CURRENT SURVEY CONTROL
 FR0465  ___________________________________________________________________
 FR0465* NAD 83(1986)-  35 17 25.     (N)    113 04 38.     (W)     SCALED    
 FR0465* NAVD 88     -      1758.089  (meters)    5768.00   (feet)  POSTED    
 FR0465  ___________________________________________________________________
 FR0465  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 FR0465  DYNAMIC HT  -        1755.730 (meters)    5760.26  (feet)  COMP
 FR0465  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 FR0465
 FR0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0465
 FR0465.The horizontal coordinates were scaled from a topographic map and have
 FR0465.an estimated accuracy of +/- 6 seconds.
 FR0465
 FR0465.The orthometric height was determined by differential leveling
 FR0465.and adjusted by the  in 1992.
 FR0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0465.rate of 0.0 thru 1.0 mm/km.
 FR0465
 FR0465.The geoid height was determined by GEOID03.
 FR0465
 FR0465.The dynamic height is computed by dividing the NAVD 88
 FR0465.geopotential number by the normal gravity value computed on the
 FR0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0465.degrees latitude (g = 980.6199 gals.).
 FR0465
 FR0465.The modeled gravity was interpolated from observed gravity values.
 FR0465
 FR0465;                    North         East    Units  Estimated Accuracy
 FR0465;SPC AZ C     -   476,390.      107,800.      MT  (+/- 180 meters Scaled)
 FR0465
 FR0465                          SUPERSEDED SURVEY CONTROL
 FR0465
 FR0465  NGVD 29 (??/??/92) 1757.159  (m)         5764.95   (f) ADJ UNCH    2 0
 FR0465
 FR0465.Superseded values are not recommended for survey control.
 FR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0465.See file dsdata.txt to determine how the superseded data were derived.
 FR0465
 FR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE111072(NAD 83)
 FR0465_MARKER: DB = BENCH MARK DISK
 FR0465_SETTING: 66 = SET IN ROCK OUTCROP
 FR0465_SP_SET: ROCK OUTCROP
 FR0465_STAMPING: N 393 1962
 FR0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0465+STABILITY: POSITION/ELEVATION WELL
 FR0465
 FR0465  HISTORY     - Date     Condition        Report By
 FR0465  HISTORY     - 1962     MONUMENTED       CGS
 FR0465
 FR0465                          STATION DESCRIPTION
 FR0465
 FR0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0465'12.65 MI W FROM SELIGMAN.
 FR0465'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0465'ITS STATION AT SELIGMAN, THENCE 9.65 MILES WEST ALONG A GRAVEL ROAD,
 FR0465'67 FEET NORTH OF THE PIPE LINE, 41 FEET SOUTH OF THE CENTER OF THE
 FR0465'ROAD, 25 FEET NORTHWEST OF A LARGE BOULDER PAINTED B M ON THE NORTH
 FR0465'SIDE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN TOP OF A
 FR0465'ROCK OUTCROP WHICH PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0247 ***********************************************************************
 FR0247  DESIGNATION -  N 394
 FR0247  PID         -  FR0247
 FR0247  STATE/COUNTY-  AZ/YAVAPAI
 FR0247  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0247
 FR0247                         *CURRENT SURVEY CONTROL
 FR0247  ___________________________________________________________________
 FR0247* NAD 83(1986)-  35 13 20.     (N)    112 32 58.     (W)     SCALED    
 FR0247* NAVD 88     -      1545.122  (meters)    5069.29   (feet)  ADJUSTED  
 FR0247  ___________________________________________________________________
 FR0247  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 FR0247  DYNAMIC HT  -        1543.101 (meters)    5062.66  (feet)  COMP
 FR0247  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 FR0247
 FR0247  VERT ORDER  -  FIRST     CLASS II
 FR0247
 FR0247.The horizontal coordinates were scaled from a topographic map and have
 FR0247.an estimated accuracy of +/- 6 seconds.
 FR0247
 FR0247.The orthometric height was determined by differential leveling
 FR0247.and adjusted in June 1991.
 FR0247
 FR0247.The geoid height was determined by GEOID03.
 FR0247
 FR0247.The dynamic height is computed by dividing the NAVD 88
 FR0247.geopotential number by the normal gravity value computed on the
 FR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0247.degrees latitude (g = 980.6199 gals.).
 FR0247
 FR0247.The modeled gravity was interpolated from observed gravity values.
 FR0247
 FR0247;                    North         East    Units  Estimated Accuracy
 FR0247;SPC AZ C     -   468,410.      155,760.      MT  (+/- 180 meters Scaled)
 FR0247
 FR0247                          SUPERSEDED SURVEY CONTROL
 FR0247
 FR0247  NGVD 29 (??/??/92) 1544.248  (m)         5066.42   (f) ADJ UNCH    1 2
 FR0247
 FR0247.Superseded values are not recommended for survey control.
 FR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0247.See file dsdata.txt to determine how the superseded data were derived.
 FR0247
 FR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD589987(NAD 83)
 FR0247_MARKER: DB = BENCH MARK DISK
 FR0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0247_STAMPING: N 394 1962
 FR0247_MARK LOGO: CGS   
 FR0247_PROJECTION: RECESSED 60 CENTIMETERS
 FR0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0247+STABILITY: SURFACE MOTION
 FR0247
 FR0247  HISTORY     - Date     Condition        Report By
 FR0247  HISTORY     - 1962     MONUMENTED       CGS
 FR0247  HISTORY     - 1973     GOOD             USGS
 FR0247  HISTORY     - 1982     GOOD             NGS
 FR0247
 FR0247                          STATION DESCRIPTION
 FR0247
 FR0247'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0247'4.0 MI W FROM ASH FORK.
 FR0247'BEGINNING AT THE POST OFFICE AT ASH FORK.  THENCE NORTH FOR 0.1 MILE
 FR0247'TO THE WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40.  THENCE 4.0
 FR0247'MILES WEST, 48 FT. SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANE,
 FR0247'275 FT. EAST OF THE NORTH END OF A LARGE TRAVEL LODGE SIGN, 220 FT.
 FR0247'WEST OF THE SOUTH END OF A 2 FT. CULVERT, IN A BARREL WITH BOTH ENDS
 FR0247'OUT, 2 1/2 FT. BELOW GROUND IN A ROAD FILL, 2.8 FT. EAST OF A METAL
 FR0247'WITNESS POST, ABOUT 6.3 FT. BELOW THE ROAD, SET IN THE TOP OF A
 FR0247'CONCRETE POST PROJECTING 0.4 FT.
 FR0247
 FR0247                          STATION RECOVERY (1982)
 FR0247
 FR0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0247'6.7 KM (4.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0247'US HIGHWAY 89 IN ASH FORK, 115.7 METERS (360 FT) WEST OF MILEPOST 142,
 FR0247'13.4 METERS (44 FT) SOUTH OF THE EAST BOUND TRAFFIC LANES, 73.1 METERS
 FR0247'(240 FT) WEST OF THE CATCH BASINS BETWEEN THE HIGHWAY LANES, 39.3
 FR0247'METERS (129 FT) EAST OF A BRACED FENCE POST, THE CONCRETE POST IS
 FR0247'ENCASED IN A 30-GALLON DRUM LOCATED IN A FILL FOR THE EAST BOUND LANES
 FR0247'2 FEET BELOW THE GROUND LEVEL.
 FR0247'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 FR0247'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0472 ***********************************************************************
 DV0472  DESIGNATION -  N 395
 DV0472  PID         -  DV0472
 DV0472  STATE/COUNTY-  AZ/MARICOPA
 DV0472  USGS QUAD   -  PHOENIX (1982)
 DV0472
 DV0472                         *CURRENT SURVEY CONTROL
 DV0472  ___________________________________________________________________
 DV0472* NAD 83(1986)-  33 25 45.     (N)    112 05 28.     (W)     SCALED    
 DV0472* NAVD 88     -       325.899  (meters)    1069.22   (feet)  ADJUSTED  
 DV0472  ___________________________________________________________________
 DV0472  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV0472  DYNAMIC HT  -         325.523 (meters)    1067.99  (feet)  COMP
 DV0472  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 DV0472
 DV0472  VERT ORDER  -  FIRST     CLASS II
 DV0472
 DV0472.The horizontal coordinates were scaled from a topographic map and have
 DV0472.an estimated accuracy of +/- 6 seconds.
 DV0472
 DV0472.The orthometric height was determined by differential leveling
 DV0472.and adjusted in November 1993.
 DV0472
 DV0472.The geoid height was determined by GEOID03.
 DV0472
 DV0472.The dynamic height is computed by dividing the NAVD 88
 DV0472.geopotential number by the normal gravity value computed on the
 DV0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0472.degrees latitude (g = 980.6199 gals.).
 DV0472
 DV0472.The modeled gravity was interpolated from observed gravity values.
 DV0472
 DV0472;                    North         East    Units  Estimated Accuracy
 DV0472;SPC AZ C     -   269,360.      197,140.      MT  (+/- 180 meters Scaled)
 DV0472
 DV0472                          SUPERSEDED SURVEY CONTROL
 DV0472
 DV0472  NGVD 29 (??/??/92)  325.231  (m)         1067.03   (f) ADJ UNCH    1 2
 DV0472
 DV0472.Superseded values are not recommended for survey control.
 DV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0472.See file dsdata.txt to determine how the superseded data were derived.
 DV0472
 DV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB985993(NAD 83)
 DV0472_MARKER: DB = BENCH MARK DISK
 DV0472_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV0472_SP_SET: ABUTMENT
 DV0472_STAMPING: N 395 1962
 DV0472_MARK LOGO: CGS   
 DV0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0472+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV0472
 DV0472  HISTORY     - Date     Condition        Report By
 DV0472  HISTORY     - 1962     MONUMENTED       CGS
 DV0472  HISTORY     - 19920311 GOOD             NGS
 DV0472  HISTORY     - 20060810 GOOD             GEOCAC
 DV0472
 DV0472                          STATION DESCRIPTION
 DV0472
 DV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0472'IN PHOENIX.
 DV0472'ABOUT 1.0 MILE EAST ALONG THE SERVICE ROAD ON THE SOUTH SIDE OF
 DV0472'INTERSTATE HIGHWAY 10 FROM THE ARIZONA HIGHWAY DEPARTMENT DURANGO YARD
 DV0472'IN THE SOUTH PART OF PHOENIX, SET VERTICALLY IN THE SOUTH END OF THE
 DV0472'EAST ABUTMENT OF THE INTERSTATE HIGHWAY OVERPASS OVER SOUTH 15TH
 DV0472'AVENUE, 48 FEET EAST OF THE CENTER OF SOUTH 15TH AVENUE, 54 FEET NORTH
 DV0472'OF THE CENTER OF THE SERVICE ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 DV0472'SOUTH 15TH AVENUE.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 DV0472'SOUTHERN PACIFIC CO. UNION STATION AT PHOENIX BY GOING 0.3 MILE EAST
 DV0472'ALONG THE SOUTHERN PACIFIC CO. RAILROAD TRACKS, THENCE 1.1 MILES SOUTH
 DV0472'ALONG SOUTH CENTRAL AVENUE, THENCE ABOUT 0.8 MILE WEST ALONG
 DV0472'INTERSTATE HIGHWAY 10 SERVICE ROAD.
 DV0472
 DV0472                          STATION RECOVERY (1992)
 DV0472
 DV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0472'IN PHOENIX, AT THE INTERSECTION OF SOUTH 15TH AVENUE AND INTERSTATE
 DV0472'HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE EAST CONCRETE
 DV0472'ABUTMENT OF THE HIGHWAY OVERPASS OF THE AVENUE, 7.7 M (25.3 FT) EAST
 DV0472'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 1.2 M (3.9
 DV0472'FT) ABOVE THE GROUND SURFACE, AND 0.1 M (0.3 FT) ABOVE THE TOP OF A
 DV0472'RETAINING WALL.
 DV0472
 DV0472                          STATION RECOVERY (2006)
 DV0472
 DV0472'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1134 ***********************************************************************
 DV1134  DESIGNATION -  N 396 24
 DV1134  PID         -  DV1134
 DV1134  STATE/COUNTY-  AZ/LA PAZ
 DV1134  USGS QUAD   -  HOPE SE (1990)
 DV1134
 DV1134                         *CURRENT SURVEY CONTROL
 DV1134  ___________________________________________________________________
 DV1134* NAD 83(1986)-  33 36 23.     (N)    113 36 40.     (W)     SCALED    
 DV1134* NAVD 88     -       428.03   (+/-2cm)    1404.3    (feet)  VERTCON   
 DV1134  ___________________________________________________________________
 DV1134  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1134
 DV1134.The horizontal coordinates were scaled from a topographic map and have
 DV1134.an estimated accuracy of +/- 6 seconds.
 DV1134
 DV1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1134.The vertical order pertains to the NGVD 29 superseded value.
 DV1134
 DV1134.The geoid height was determined by GEOID03.
 DV1134
 DV1134;                    North         East    Units  Estimated Accuracy
 DV1134;SPC AZ W     -   289,020.      226,250.      MT  (+/- 180 meters Scaled)
 DV1134
 DV1134                          SUPERSEDED SURVEY CONTROL
 DV1134
 DV1134  NGVD 29 (??/??/92)  427.349  (m)         1402.06   (f) ADJ UNCH    2 0
 DV1134
 DV1134.Superseded values are not recommended for survey control.
 DV1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1134.See file dsdata.txt to determine how the superseded data were derived.
 DV1134
 DV1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC577215(NAD 83)
 DV1134_MARKER: DB = BENCH MARK DISK
 DV1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1134_STAMPING: N 396 24 1962
 DV1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1134+STABILITY: SURFACE MOTION
 DV1134
 DV1134  HISTORY     - Date     Condition        Report By
 DV1134  HISTORY     - 1962     MONUMENTED       CGS
 DV1134  HISTORY     - 19870204 MARK NOT FOUND   USGS
 DV1134
 DV1134                          STATION DESCRIPTION
 DV1134
 DV1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1134'14.8 MI SE FROM SALOME.
 DV1134'0.3 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1134'AT SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL
 DV1134'ROAD, THENCE 0.5 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE
 DV1134'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.7 FEET
 DV1134'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1134'PROJECTING 3 INCHES.
 DV1134
 DV1134                          STATION RECOVERY (1987)
 DV1134
 DV1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0306 ***********************************************************************
 CG0306  DESIGNATION -  N 399
 CG0306  PID         -  CG0306
 CG0306  STATE/COUNTY-  AZ/PIMA
 CG0306  USGS QUAD   -  GREEN VALLEY (1981)
 CG0306
 CG0306                         *CURRENT SURVEY CONTROL
 CG0306  ___________________________________________________________________
 CG0306* NAD 83(1986)-  31 48 03.     (N)    110 53 40.     (W)     SCALED    
 CG0306* NAVD 88     -      1076.65   (+/-2cm)    3532.3    (feet)  VERTCON   
 CG0306  ___________________________________________________________________
 CG0306  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CG0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0306
 CG0306.The horizontal coordinates were scaled from a topographic map and have
 CG0306.an estimated accuracy of +/- 6 seconds.
 CG0306
 CG0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0306.The vertical order pertains to the NGVD 29 superseded value.
 CG0306
 CG0306.The geoid height was determined by GEOID03.
 CG0306
 CG0306;                    North         East    Units  Estimated Accuracy
 CG0306;SPC AZ C     -    89,240.      310,150.      MT  (+/- 180 meters Scaled)
 CG0306
 CG0306                          SUPERSEDED SURVEY CONTROL
 CG0306
 CG0306  NGVD 29 (??/??/92) 1075.837  (m)         3529.64   (f) ADJ UNCH    2 0
 CG0306
 CG0306.Superseded values are not recommended for survey control.
 CG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0306.See file dsdata.txt to determine how the superseded data were derived.
 CG0306
 CG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA099183(NAD 83)
 CG0306_MARKER: DB = BENCH MARK DISK
 CG0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0306_STAMPING: N 399 1962
 CG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0306+STABILITY: SURFACE MOTION
 CG0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0306+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0306
 CG0306  HISTORY     - Date     Condition        Report By
 CG0306  HISTORY     - 1962     MONUMENTED       CGS
 CG0306  HISTORY     - 20060316 GOOD             USPSQD
 CG0306
 CG0306                          STATION DESCRIPTION
 CG0306
 CG0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0306'6.0 MI SE FROM CONTINENTAL.
 CG0306'6.0 MILES SOUTHEAST ALONG A PAVED ROAD FROM CONTINENTAL, 36.7 FEET
 CG0306'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 4.5 FEET EAST OF A POWER LINE
 CG0306'POLE, AND 2.0 FEET NORTH OF A METAL WITNESS POST.  THE MARK IS SET IN
 CG0306'THE TOP OF A CYLINDRICAL CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 CG0306'THE GROUND.
 CG0306
 CG0306                          STATION RECOVERY (2006)
 CG0306
 CG0306'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0306'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0417 ***********************************************************************
 ER0417  DESIGNATION -  N 4
 ER0417  PID         -  ER0417
 ER0417  STATE/COUNTY-  AZ/NAVAJO
 ER0417  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0417
 ER0417                         *CURRENT SURVEY CONTROL
 ER0417  ___________________________________________________________________
 ER0417* NAD 83(1992)-  34 58 01.67783(N)    109 56 45.52333(W)     ADJUSTED  
 ER0417* NAVD 88     -      1591.753  (meters)    5222.28   (feet)  POSTED    
 ER0417  ___________________________________________________________________
 ER0417  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 ER0417  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ER0417  DYNAMIC HT  -        1589.550 (meters)    5215.05  (feet)  COMP
 ER0417  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 ER0417
 ER0417  HORZ ORDER  -  SECOND
 ER0417  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ER0417
 ER0417.The horizontal coordinates were established by classical geodetic methods
 ER0417.and adjusted by the National Geodetic Survey in August 1993.
 ER0417
 ER0417.The orthometric height was determined by differential leveling
 ER0417.and adjusted by the  in 1992.
 ER0417.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ER0417.rate of 0.0 thru 1.0 mm/km.
 ER0417
 ER0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0417
 ER0417.The geoid height was determined by GEOID03.
 ER0417
 ER0417.The dynamic height is computed by dividing the NAVD 88
 ER0417.geopotential number by the normal gravity value computed on the
 ER0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0417.degrees latitude (g = 980.6199 gals.).
 ER0417
 ER0417.The modeled gravity was interpolated from observed gravity values.
 ER0417
 ER0417;                    North         East     Units Scale Factor Converg.
 ER0417;SPC AZ E     -   439,950.520   233,512.254   MT  0.99990500   +0 07 35.3
 ER0417;SPC AZ E     - 1,443,407.22    766,116.32   iFT  0.99990500   +0 07 35.3
 ER0417;UTM  12      - 3,869,905.482   596,221.509   MT  0.99971411   +0 36 14.8
 ER0417
 ER0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0417!SPC AZ E     -   0.99975399  x   0.99990500  =   0.99965901
 ER0417!UTM  12      -   0.99975399  x   0.99971411  =   0.99946817
 ER0417
 ER0417                          SUPERSEDED SURVEY CONTROL
 ER0417
 ER0417  NAD 83(1986)-  34 58 01.66784(N)    109 56 45.52490(W) AD(       ) 2
 ER0417  NAD 27      -  34 58 01.56000(N)    109 56 43.10000(W) AD(       ) 2
 ER0417  NGVD 29 (07/19/86) 1590.90   (m)         5219.5    (f) LEVELING    3  
 ER0417
 ER0417.Superseded values are not recommended for survey control.
 ER0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0417.See file dsdata.txt to determine how the superseded data were derived.
 ER0417
 ER0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9622269905(NAD 83)
 ER0417
 ER0417  HISTORY     - Date     Condition        Report By
 ER0417  HISTORY     - UNK      MONUMENTED
 ER0417  HISTORY     - 1933     SEE DESCRIPTION  CGS
 ER0417
 ER0417                          STATION DESCRIPTION
 ER0417
 ER0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ER0417'VERTICAL CONTROL DATA RECORDS INDICATE STATION WAS LOST PRIOR
 ER0417'TO 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0253 ***********************************************************************
 CY0253  DESIGNATION -  N 40
 CY0253  PID         -  CY0253
 CY0253  STATE/COUNTY-  AZ/GREENLEE
 CY0253  USGS QUAD   -  GUTHRIE (1986)
 CY0253
 CY0253                         *CURRENT SURVEY CONTROL
 CY0253  ___________________________________________________________________
 CY0253* NAD 83(1986)-  32 53 31.     (N)    109 21 43.     (W)     SCALED    
 CY0253* NAVD 88     -      1675.772  (meters)    5497.93   (feet)  ADJUSTED  
 CY0253  ___________________________________________________________________
 CY0253  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CY0253  DYNAMIC HT  -        1673.310 (meters)    5489.85  (feet)  COMP
 CY0253  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 CY0253
 CY0253  VERT ORDER  -  SECOND    CLASS 0
 CY0253
 CY0253.The horizontal coordinates were scaled from a topographic map and have
 CY0253.an estimated accuracy of +/- 6 seconds.
 CY0253
 CY0253.The orthometric height was determined by differential leveling
 CY0253.and adjusted in June 1991.
 CY0253
 CY0253.The geoid height was determined by GEOID03.
 CY0253
 CY0253.The dynamic height is computed by dividing the NAVD 88
 CY0253.geopotential number by the normal gravity value computed on the
 CY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0253.degrees latitude (g = 980.6199 gals.).
 CY0253
 CY0253.The modeled gravity was interpolated from observed gravity values.
 CY0253
 CY0253;                    North         East    Units  Estimated Accuracy
 CY0253;SPC AZ E     -   210,060.      288,650.      MT  (+/- 180 meters Scaled)
 CY0253
 CY0253                          SUPERSEDED SURVEY CONTROL
 CY0253
 CY0253  NGVD 29 (??/??/92) 1675.070  (m)         5495.63   (f) ADJ UNCH    2 0
 CY0253
 CY0253.Superseded values are not recommended for survey control.
 CY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0253.See file dsdata.txt to determine how the superseded data were derived.
 CY0253
 CY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB532404(NAD 83)
 CY0253_MARKER: DB = BENCH MARK DISK
 CY0253_SETTING: 80 = SET IN A BOULDER
 CY0253_SP_SET: BOULDER
 CY0253_STAMPING: N 40 1934
 CY0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0253+STABILITY: SURFACE MOTION
 CY0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0253+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 CY0253
 CY0253  HISTORY     - Date     Condition        Report By
 CY0253  HISTORY     - 1934     MONUMENTED       CGS
 CY0253  HISTORY     - 20070923 GOOD             GEOCAC
 CY0253
 CY0253                          STATION DESCRIPTION
 CY0253
 CY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0253'20.3 MI N FROM SOLOMONVILLE.
 CY0253'20.3 MILES NORTH EAST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 0.8 MILE
 CY0253'NORTH EAST OF COUNTY LINE, 0.7 MILE SOUTH OF SUMMIT, ABOUT 120 FT
 CY0253'SOUTH EAST OF CENTER OF ANGLE IN ROAD, 24 FT. EAST OF CENTER LINE OF
 CY0253'HWY., IN LARGE BLACK BOULDER ABOUT 4 FT. ABOVE ROAD BED.
 CY0253
 CY0253                          STATION RECOVERY (2007)
 CY0253
 CY0253'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CY0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0045 ***********************************************************************
 GP0045  DESIGNATION -  N 401
 GP0045  PID         -  GP0045
 GP0045  STATE/COUNTY-  AZ/NAVAJO
 GP0045  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0045
 GP0045                         *CURRENT SURVEY CONTROL
 GP0045  ___________________________________________________________________
 GP0045* NAD 83(1986)-  36 58 29.     (N)    110 14 08.     (W)     SCALED    
 GP0045* NAVD 88     -      1584.065  (meters)    5197.05   (feet)  ADJUSTED  
 GP0045  ___________________________________________________________________
 GP0045  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GP0045  DYNAMIC HT  -        1582.240 (meters)    5191.07  (feet)  COMP
 GP0045  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 GP0045
 GP0045  VERT ORDER  -  FIRST     CLASS II
 GP0045
 GP0045.The horizontal coordinates were scaled from a topographic map and have
 GP0045.an estimated accuracy of +/- 6 seconds.
 GP0045
 GP0045.The orthometric height was determined by differential leveling
 GP0045.and adjusted in June 1991.
 GP0045
 GP0045.The geoid height was determined by GEOID03.
 GP0045
 GP0045.The dynamic height is computed by dividing the NAVD 88
 GP0045.geopotential number by the normal gravity value computed on the
 GP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0045.degrees latitude (g = 980.6199 gals.).
 GP0045
 GP0045.The modeled gravity was interpolated from observed gravity values.
 GP0045
 GP0045;                    North         East    Units  Estimated Accuracy
 GP0045;SPC AZ E     -   662,670.      207,230.      MT  (+/- 180 meters Scaled)
 GP0045
 GP0045                          SUPERSEDED SURVEY CONTROL
 GP0045
 GP0045  NGVD 29 (??/??/92) 1583.158  (m)         5194.08   (f) ADJ UNCH    1 2
 GP0045
 GP0045.Superseded values are not recommended for survey control.
 GP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0045.See file dsdata.txt to determine how the superseded data were derived.
 GP0045
 GP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF680923(NAD 83)
 GP0045_MARKER: DB = BENCH MARK DISK
 GP0045_SETTING: 66 = SET IN ROCK OUTCROP
 GP0045_SP_SET: ROCK OUTCROP
 GP0045_STAMPING: N 401 1962
 GP0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0045+STABILITY: POSITION/ELEVATION WELL
 GP0045
 GP0045  HISTORY     - Date     Condition        Report By
 GP0045  HISTORY     - 1962     MONUMENTED       CGS
 GP0045  HISTORY     - 19851219 GOOD             USGS
 GP0045
 GP0045                          STATION DESCRIPTION
 GP0045
 GP0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0045'6.95 MI SE FROM OLJETO.
 GP0045'ABOUT 6.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 GP0045'OLJETO.  THENCE 0.25 MILE SOUTHEAST ALONG A SANDY TRAIL ROAD, 47 FEET
 GP0045'SOUTHWEST OF THE CENTERLINE OF THE TRAIL ROAD, 18.2 FEET SOUTHWEST OF
 GP0045'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRAIL
 GP0045'ROAD, AND SET IN THE TOP OF A ROCK OUTCROP.
 GP0045
 GP0045                          STATION RECOVERY (1985)
 GP0045
 GP0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1296 ***********************************************************************
 DU1296  DESIGNATION -  N 403
 DU1296  PID         -  DU1296
 DU1296  STATE/COUNTY-  AZ/GILA
 DU1296  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1296
 DU1296                         *CURRENT SURVEY CONTROL
 DU1296  ___________________________________________________________________
 DU1296* NAD 83(1986)-  33 40 21.     (N)    111 09 12.     (W)     SCALED    
 DU1296* NAVD 88     -       657.452  (meters)    2156.99   (feet)  ADJUSTED  
 DU1296  ___________________________________________________________________
 DU1296  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DU1296  DYNAMIC HT  -         656.615 (meters)    2154.24  (feet)  COMP
 DU1296  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 DU1296
 DU1296  VERT ORDER  -  FIRST     CLASS II
 DU1296
 DU1296.The horizontal coordinates were scaled from a topographic map and have
 DU1296.an estimated accuracy of +/- 6 seconds.
 DU1296
 DU1296.The orthometric height was determined by differential leveling
 DU1296.and adjusted in June 1991.
 DU1296
 DU1296.The geoid height was determined by GEOID03.
 DU1296
 DU1296.The dynamic height is computed by dividing the NAVD 88
 DU1296.geopotential number by the normal gravity value computed on the
 DU1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1296.degrees latitude (g = 980.6199 gals.).
 DU1296
 DU1296.The modeled gravity was interpolated from observed gravity values.
 DU1296
 DU1296;                    North         East    Units  Estimated Accuracy
 DU1296;SPC AZ E     -   296,770.      121,870.      MT  (+/- 180 meters Scaled)
 DU1296
 DU1296                          SUPERSEDED SURVEY CONTROL
 DU1296
 DU1296.No superseded survey control is available for this station.
 DU1296
 DU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC857258(NAD 83)
 DU1296_MARKER: DB = BENCH MARK DISK
 DU1296_SETTING: 66 = SET IN ROCK OUTCROP
 DU1296_SP_SET: ROCK OUTCROP
 DU1296_STAMPING: N 403 1979
 DU1296_MARK LOGO: NGS   
 DU1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1296+STABILITY: POSITION/ELEVATION WELL
 DU1296
 DU1296  HISTORY     - Date     Condition        Report By
 DU1296  HISTORY     - 1979     MONUMENTED       NGS
 DU1296  HISTORY     - 1980     GOOD             NGS
 DU1296  HISTORY     - 1983     GOOD             NGS
 DU1296  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU1296
 DU1296                          STATION DESCRIPTION
 DU1296
 DU1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1296'1.4 MI WEST FROM ROOSEVELT.
 DU1296'1.4 MILES WEST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM THE
 DU1296'POST OFFICE IN ROOSEVELT, 33.2 FEET EAST OF THE CENTERLINE
 DU1296'OF THE HIGHWAY.
 DU1296'THE MARK IS 5.6 FT  E FROM A WITNESS POST.
 DU1296'THE MARK IS 7 FT ABOVE THE HIGHWAY.
 DU1296
 DU1296                          STATION RECOVERY (1980)
 DU1296
 DU1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1296'RECOVERED IN GOOD CONDITION.
 DU1296
 DU1296                          STATION RECOVERY (1983)
 DU1296
 DU1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU1296'RECOVERED IN GOOD CONDITION.
 DU1296
 DU1296                          STATION RECOVERY (2004)
 DU1296
 DU1296'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1164 ***********************************************************************
 DU1164  DESIGNATION -  N 404
 DU1164  PID         -  DU1164
 DU1164  STATE/COUNTY-  AZ/GILA
 DU1164  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1164
 DU1164                         *CURRENT SURVEY CONTROL
 DU1164  ___________________________________________________________________
 DU1164* NAD 83(1986)-  33 24 15.     (N)    110 44 40.     (W)     SCALED    
 DU1164* NAVD 88     -      1165.721  (meters)    3824.54   (feet)  ADJUSTED  
 DU1164  ___________________________________________________________________
 DU1164  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DU1164  DYNAMIC HT  -        1164.138 (meters)    3819.34  (feet)  COMP
 DU1164  MODELED GRAV-     979,239.1   (mgal)                       NAVD 88
 DU1164
 DU1164  VERT ORDER  -  FIRST     CLASS II
 DU1164
 DU1164.The horizontal coordinates were scaled from a topographic map and have
 DU1164.an estimated accuracy of +/- 6 seconds.
 DU1164
 DU1164.The orthometric height was determined by differential leveling
 DU1164.and adjusted in June 1991.
 DU1164
 DU1164.The geoid height was determined by GEOID03.
 DU1164
 DU1164.The dynamic height is computed by dividing the NAVD 88
 DU1164.geopotential number by the normal gravity value computed on the
 DU1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1164.degrees latitude (g = 980.6199 gals.).
 DU1164
 DU1164.The modeled gravity was interpolated from observed gravity values.
 DU1164
 DU1164;                    North         East    Units  Estimated Accuracy
 DU1164;SPC AZ E     -   266,720.      159,620.      MT  (+/- 180 meters Scaled)
 DU1164
 DU1164                          SUPERSEDED SURVEY CONTROL
 DU1164
 DU1164.No superseded survey control is available for this station.
 DU1164
 DU1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB237961(NAD 83)
 DU1164_MARKER: DB = BENCH MARK DISK
 DU1164_SETTING: 66 = SET IN ROCK OUTCROP
 DU1164_SP_SET: ROCK OUTCROP
 DU1164_STAMPING: N 404 1979
 DU1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1164+STABILITY: POSITION/ELEVATION WELL
 DU1164
 DU1164  HISTORY     - Date     Condition        Report By
 DU1164  HISTORY     - 1979     MONUMENTED       NGS
 DU1164  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 DU1164
 DU1164                          STATION DESCRIPTION
 DU1164
 DU1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1164'1.9 MI NE FROM GLOBE.
 DU1164'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1164'COURTHOUSE IN GLOBE, 32.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1164'THE MARK IS 3.7 FT  W FROM A WITNESS POST.
 DU1164'THE MARK IS 1.5 FT ABOVE THE HIGHWAY.
 DU1164
 DU1164                          STATION RECOVERY (2006)
 DU1164
 DU1164'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1164'SEARCHED ALONG THE HIGHWAY AT THE DESCRIBED LOCATION BUT DID NOT
 DU1164'LOCATE THE WITNESS POST OR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0123 ***********************************************************************
 GP0123  DESIGNATION -  N 404
 GP0123  PID         -  GP0123
 GP0123  STATE/COUNTY-  AZ/COCONINO
 GP0123  USGS QUAD   -  PAGE (1985)
 GP0123
 GP0123                         *CURRENT SURVEY CONTROL
 GP0123  ___________________________________________________________________
 GP0123* NAD 83(1986)-  36 53 30.     (N)    111 29 31.     (W)     SCALED    
 GP0123* NAVD 88     -      1276.227  (meters)    4187.09   (feet)  ADJUSTED  
 GP0123  ___________________________________________________________________
 GP0123  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0123  DYNAMIC HT  -        1274.762 (meters)    4182.28  (feet)  COMP
 GP0123  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 GP0123
 GP0123  VERT ORDER  -  FIRST     CLASS II
 GP0123
 GP0123.The horizontal coordinates were scaled from a topographic map and have
 GP0123.an estimated accuracy of +/- 6 seconds.
 GP0123
 GP0123.The orthometric height was determined by differential leveling
 GP0123.and adjusted in June 1991.
 GP0123
 GP0123.The geoid height was determined by GEOID03.
 GP0123
 GP0123.The dynamic height is computed by dividing the NAVD 88
 GP0123.geopotential number by the normal gravity value computed on the
 GP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0123.degrees latitude (g = 980.6199 gals.).
 GP0123
 GP0123.The modeled gravity was interpolated from observed gravity values.
 GP0123
 GP0123;                    North         East    Units  Estimated Accuracy
 GP0123;SPC AZ C     -   653,530.      251,220.      MT  (+/- 180 meters Scaled)
 GP0123
 GP0123                          SUPERSEDED SURVEY CONTROL
 GP0123
 GP0123  NGVD 29 (??/??/92) 1275.334  (m)         4184.16   (f) ADJ UNCH    1 2
 GP0123
 GP0123.Superseded values are not recommended for survey control.
 GP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0123.See file dsdata.txt to determine how the superseded data were derived.
 GP0123
 GP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF561829(NAD 83)
 GP0123_MARKER: DB = BENCH MARK DISK
 GP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0123_STAMPING: N 404 1962
 GP0123_MARK LOGO: CGS   
 GP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0123+STABILITY: SURFACE MOTION
 GP0123
 GP0123  HISTORY     - Date     Condition        Report By
 GP0123  HISTORY     - 1962     MONUMENTED       CGS
 GP0123  HISTORY     - 1983     GOOD             NGS
 GP0123
 GP0123                          STATION DESCRIPTION
 GP0123
 GP0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0123'3.75 MI S FROM PAGE.
 GP0123'ABOUT 3.75 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0123'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.5 MILE SOUTH OF A POWER
 GP0123'LINE WHICH CROSSES THE HIGHWAY, 0.1 MILE SOUTH OF HIGHWAY MILEPOST
 GP0123'NUMBER 546, 90.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 88 FEET
 GP0123'WEST OF THE WEST EDGE OF A SHALE ROCK FORMATION, 37 FEET NORTH OF THE
 GP0123'CENTERLINE OF A TRAIL ROAD, 2.0 FEET EAST OF A METAL WITNESS POST,
 GP0123'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 GP0123'A CONCRETE POST PROJECTING 6 INCHES.
 GP0123
 GP0123                          STATION RECOVERY (1983)
 GP0123
 GP0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1196 ***********************************************************************
 DU1196  HT_MOD      -  This is a Height Modernization Survey Station.
 DU1196  DESIGNATION -  N 405
 DU1196  PID         -  DU1196
 DU1196  STATE/COUNTY-  AZ/GILA
 DU1196  USGS QUAD   -  CHRYSOTILE (1966)
 DU1196
 DU1196                         *CURRENT SURVEY CONTROL
 DU1196  ___________________________________________________________________
 DU1196* NAD 83(2007)-  33 38 32.60214(N)    110 34 28.58888(W)     ADJUSTED  
 DU1196* NAVD 88     -      1672.58   (meters)    5487.5    (feet)  GPS OBS   
 DU1196  ___________________________________________________________________
 DU1196  EPOCH DATE  -        2007.00
 DU1196  X           -  -1,868,433.288 (meters)                     COMP
 DU1196  Y           -  -4,977,583.035 (meters)                     COMP
 DU1196  Z           -   3,514,405.290 (meters)                     COMP
 DU1196  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 DU1196  ELLIP HEIGHT-        1646.583 (meters)          (02/10/07) ADJUSTED
 DU1196  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DU1196
 DU1196  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1196  Type    PID    Designation                      North   East  Ellip
 DU1196  -------------------------------------------------------------------
 DU1196  NETWORK DU1196 N 405                             0.88   0.74   2.76
 DU1196  -------------------------------------------------------------------
 DU1196
 DU1196.The horizontal coordinates were established by GPS observations
 DU1196.and adjusted by the National Geodetic Survey in February 2007.
 DU1196
 DU1196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1196.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1196.The horizontal coordinates are valid at the epoch date displayed above.
 DU1196.The epoch date for horizontal control is a decimal equivalence
 DU1196.of Year/Month/Day.
 DU1196
 DU1196.The orthometric height was determined by GPS observations and a
 DU1196.high-resolution geoid model.
 DU1196.The orthometric height was determined by GPS observations and a
 DU1196.high-resolution geoid model using precise GPS observation and
 DU1196.processing techniques. It supersedes the leveled height previously
 DU1196.determined for this station.
 DU1196
 DU1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1196
 DU1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1196
 DU1196.The ellipsoidal height was determined by GPS observations
 DU1196.and is referenced to NAD 83.
 DU1196
 DU1196.The geoid height was determined by GEOID03.
 DU1196
 DU1196;                    North         East     Units Scale Factor Converg.
 DU1196;SPC AZ E     -   293,066.590   175,518.891   MT  0.99991765   -0 13 33.6
 DU1196;SPC AZ E     -   961,504.56    575,849.38   iFT  0.99991765   -0 13 33.6
 DU1196;UTM  12      - 3,722,587.115   539,448.021   MT  0.99961918   +0 14 08.4
 DU1196
 DU1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1196!SPC AZ E     -   0.99974157  x   0.99991765  =   0.99965924
 DU1196!UTM  12      -   0.99974157  x   0.99961918  =   0.99936085
 DU1196
 DU1196                          SUPERSEDED SURVEY CONTROL
 DU1196
 DU1196  NAD 83(1992)-  33 38 32.60199(N)    110 34 28.58852(W) AD(       ) B
 DU1196  ELLIP H (08/22/05) 1646.594  (m)                       GP(       ) 4 2
 DU1196  NAVD 88 (06/15/91) 1672.519  (m)         5487.26   (f) ADJUSTED    1 2
 DU1196
 DU1196.Superseded values are not recommended for survey control.
 DU1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1196.See file dsdata.txt to determine how the superseded data were derived.
 DU1196
 DU1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3944822587(NAD 83)
 DU1196_MARKER: DD = SURVEY DISK
 DU1196_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1196+WITH SETTING: INFORMATION.
 DU1196_SP_SET: SHALLOW SET METAL ROD
 DU1196_STAMPING: N 405 1979
 DU1196_MARK LOGO: NGS   
 DU1196_PROJECTION: FLUSH
 DU1196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1196+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU1196_ROD/PIPE-DEPTH: 2.13 meters
 DU1196
 DU1196  HISTORY     - Date     Condition        Report By
 DU1196  HISTORY     - 1979     MONUMENTED       NGS
 DU1196  HISTORY     - 20040401 GOOD             AZ-007
 DU1196
 DU1196                          STATION DESCRIPTION
 DU1196
 DU1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1196'23.2 MI NE FROM GLOBE.
 DU1196'23.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1196'COURTHOUSE IN GLOBE, 98.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DU1196'79.8 FEET EAST OF THE SOUTHEAST END OF A GUARDRAIL, 57.6 FEET NORTH
 DU1196'OF THE CENTER OF A DIRT ROAD LEADING EAST AND 49.9 FEET NORTH OF THE
 DU1196'NORTH END OF A WIRE GATE.  NOTE=REFUSAL WAS REACHED AT 7 FEET.
 DU1196'ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 DU1196'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 DU1196'THE MARK IS 3 FT BELOW THE HIGHWAY.
 DU1196
 DU1196                          STATION RECOVERY (2004)
 DU1196
 DU1196'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0274 ***********************************************************************
 GP0274  DESIGNATION -  N 405
 GP0274  PID         -  GP0274
 GP0274  STATE/COUNTY-  AZ/COCONINO
 GP0274  USGS QUAD   -  FERRY SWALE (1985)
 GP0274
 GP0274                         *CURRENT SURVEY CONTROL
 GP0274  ___________________________________________________________________
 GP0274* NAD 83(1986)-  36 59 30.     (N)    111 30 39.     (W)     SCALED    
 GP0274* NAVD 88     -      1216.357  (meters)    3990.66   (feet)  ADJUSTED  
 GP0274  ___________________________________________________________________
 GP0274  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0274  DYNAMIC HT  -        1214.980 (meters)    3986.15  (feet)  COMP
 GP0274  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 GP0274
 GP0274  VERT ORDER  -  FIRST     CLASS II
 GP0274
 GP0274.The horizontal coordinates were scaled from a topographic map and have
 GP0274.an estimated accuracy of +/- 6 seconds.
 GP0274
 GP0274.The orthometric height was determined by differential leveling
 GP0274.and adjusted in June 1991.
 GP0274
 GP0274.The geoid height was determined by GEOID03.
 GP0274
 GP0274.The dynamic height is computed by dividing the NAVD 88
 GP0274.geopotential number by the normal gravity value computed on the
 GP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0274.degrees latitude (g = 980.6199 gals.).
 GP0274
 GP0274.The modeled gravity was interpolated from observed gravity values.
 GP0274
 GP0274;                    North         East    Units  Estimated Accuracy
 GP0274;SPC AZ C     -   664,620.      249,480.      MT  (+/- 180 meters Scaled)
 GP0274
 GP0274                          SUPERSEDED SURVEY CONTROL
 GP0274
 GP0274  NGVD 29 (??/??/92) 1215.446  (m)         3987.68   (f) ADJ UNCH    1 2
 GP0274
 GP0274.Superseded values are not recommended for survey control.
 GP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0274.See file dsdata.txt to determine how the superseded data were derived.
 GP0274
 GP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF545940(NAD 83)
 GP0274_MARKER: DB = BENCH MARK DISK
 GP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0274_STAMPING: N 405 1962
 GP0274_MARK LOGO: CGS   
 GP0274_PROJECTION: PROJECTING 10 CENTIMETERS
 GP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0274+STABILITY: SURFACE MOTION
 GP0274
 GP0274  HISTORY     - Date     Condition        Report By
 GP0274  HISTORY     - 1962     MONUMENTED       CGS
 GP0274  HISTORY     - 1973     GOOD             NGS
 GP0274  HISTORY     - 1983     GOOD             NGS
 GP0274
 GP0274                          STATION DESCRIPTION
 GP0274
 GP0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0274'4.9 MI NW FROM PAGE.
 GP0274'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0274'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE NORTH
 GP0274'ALONG A GRAVEL ROAD LEADING TO WAHWEAP, 97 FEET EAST OF THE CENTERLINE
 GP0274'OF THE GRAVEL ROAD, 5 FEET WEST OF A POWER POLE, 2.4 FEET EAST OF A
 GP0274'METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD, AND SET IN THE
 GP0274'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GP0274
 GP0274                          STATION RECOVERY (1973)
 GP0274
 GP0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GP0274'RECOVERED IN GOOD CONDITION.
 GP0274
 GP0274                          STATION RECOVERY (1983)
 GP0274
 GP0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0274'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983-84.  NEW
 GP0274'DESCRIPTION FOLLOWS.  6.8 KM (4.25 MI) NORTHWEST ALONG US HIGHWAY 89
 GP0274'FROM THE SOUTHWEST END OF THE GLEN CANYON BRIDGE IN PAGE, THENCE 2.0
 GP0274'KM (1.25 MI) NORTHEAST ALONG WAHWEAP ROAD, 1.5 METERS (5 FT) WEST OF
 GP0274'THE EAST POLE FOR A POWER LINE CROSSING THE ROAD, 28.3 METERS (93 FT)
 GP0274'SOUTHEAST OF THE CENTER OF THE ROAD.
 GP0274'THE MARK IS 0.75 METERS  E FROM A WITNESS POST.
 GP0274'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0333 ***********************************************************************
 ER0333  DESIGNATION -  N 406
 ER0333  PID         -  ER0333
 ER0333  STATE/COUNTY-  AZ/NAVAJO
 ER0333  USGS QUAD   -  MC NARY (1985)
 ER0333
 ER0333                         *CURRENT SURVEY CONTROL
 ER0333  ___________________________________________________________________
 ER0333* NAD 83(1986)-  34 04 41.     (N)    109 52 01.     (W)     SCALED    
 ER0333* NAVD 88     -      2224.110  (meters)    7296.93   (feet)  ADJUSTED  
 ER0333  ___________________________________________________________________
 ER0333  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0333  DYNAMIC HT  -        2220.662 (meters)    7285.62  (feet)  COMP
 ER0333  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 ER0333
 ER0333  VERT ORDER  -  FIRST     CLASS II
 ER0333
 ER0333.The horizontal coordinates were scaled from a topographic map and have
 ER0333.an estimated accuracy of +/- 6 seconds.
 ER0333
 ER0333.The orthometric height was determined by differential leveling
 ER0333.and adjusted in June 1991.
 ER0333
 ER0333.The geoid height was determined by GEOID03.
 ER0333
 ER0333.The dynamic height is computed by dividing the NAVD 88
 ER0333.geopotential number by the normal gravity value computed on the
 ER0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0333.degrees latitude (g = 980.6199 gals.).
 ER0333
 ER0333.The modeled gravity was interpolated from observed gravity values.
 ER0333
 ER0333;                    North         East    Units  Estimated Accuracy
 ER0333;SPC AZ E     -   341,350.      241,020.      MT  (+/- 180 meters Scaled)
 ER0333
 ER0333                          SUPERSEDED SURVEY CONTROL
 ER0333
 ER0333.No superseded survey control is available for this station.
 ER0333
 ER0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC045713(NAD 83)
 ER0333_MARKER: DB = BENCH MARK DISK
 ER0333_SETTING: 66 = SET IN ROCK OUTCROP
 ER0333_SP_SET: ROCK OUTCROP
 ER0333_STAMPING: N 406 1979
 ER0333_MARK LOGO: CGS   
 ER0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0333+STABILITY: POSITION/ELEVATION WELL
 ER0333
 ER0333  HISTORY     - Date     Condition        Report By
 ER0333  HISTORY     - 1979     MONUMENTED       NGS
 ER0333  HISTORY     - 1983     GOOD             NGS
 ER0333
 ER0333                          STATION DESCRIPTION
 ER0333
 ER0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0333'0.9 MI WEST FROM MCNARY.
 ER0333'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0333'THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 260, 0.1 MILE NORTHWEST OF
 ER0333'HIGHWAY MILE MARKER 360, 150 FEET SOUTHEAST OF A POWER LINE CROSSING
 ER0333'36.5 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A SIGN (NO PASSING ZONE),
 ER0333'AND 29.4 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 ER0333'THE MARK IS 1.2 FT  NW FROM A WITNESS POST.
 ER0333'THE MARK IS 2 FT BELOW THE HIGHWAY.
 ER0333
 ER0333                          STATION RECOVERY (1983)
 ER0333
 ER0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0617 ***********************************************************************
 ES0617  DESIGNATION -  N 407
 ES0617  PID         -  ES0617
 ES0617  STATE/COUNTY-  AZ/NAVAJO
 ES0617  USGS QUAD   -  LIMESTONE CANYON SOUTH (1977)
 ES0617
 ES0617                         *CURRENT SURVEY CONTROL
 ES0617  ___________________________________________________________________
 ES0617* NAD 83(1986)-  34 00 25.     (N)    110 15 11.     (W)     SCALED    
 ES0617* NAVD 88     -      1559.432  (meters)    5116.24   (feet)  ADJUSTED  
 ES0617  ___________________________________________________________________
 ES0617  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ES0617  DYNAMIC HT  -        1557.203 (meters)    5108.92  (feet)  COMP
 ES0617  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 ES0617
 ES0617  VERT ORDER  -  FIRST     CLASS II
 ES0617
 ES0617.The horizontal coordinates were scaled from a topographic map and have
 ES0617.an estimated accuracy of +/- 6 seconds.
 ES0617
 ES0617.The orthometric height was determined by differential leveling
 ES0617.and adjusted in June 1991.
 ES0617
 ES0617.The geoid height was determined by GEOID03.
 ES0617
 ES0617.The dynamic height is computed by dividing the NAVD 88
 ES0617.geopotential number by the normal gravity value computed on the
 ES0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0617.degrees latitude (g = 980.6199 gals.).
 ES0617
 ES0617.The modeled gravity was interpolated from observed gravity values.
 ES0617
 ES0617;                    North         East    Units  Estimated Accuracy
 ES0617;SPC AZ E     -   333,430.      205,380.      MT  (+/- 180 meters Scaled)
 ES0617
 ES0617                          SUPERSEDED SURVEY CONTROL
 ES0617
 ES0617.No superseded survey control is available for this station.
 ES0617
 ES0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC689631(NAD 83)
 ES0617_MARKER: DB = BENCH MARK DISK
 ES0617_SETTING: 66 = SET IN ROCK OUTCROP
 ES0617_SP_SET: ROCK OUTCROP
 ES0617_STAMPING: N 407 1979
 ES0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0617+STABILITY: POSITION/ELEVATION WELL
 ES0617
 ES0617  HISTORY     - Date     Condition        Report By
 ES0617  HISTORY     - 1979     MONUMENTED       NGS
 ES0617
 ES0617                          STATION DESCRIPTION
 ES0617
 ES0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ES0617'23.6 MI SW FROM SHOW LOW.
 ES0617'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN SHOW
 ES0617'LOW AND THENCE 23.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60, 0.25
 ES0617'MILE NORTHEAST OF STATE HIGHWAY 73 IN CARRIZO JUNCTION, 29.5
 ES0617'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 ES0617'THE MARK IS 2.3 FT  NE FROM A WITNESS POST.
 ES0617'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0381 ***********************************************************************
 ER0381  DESIGNATION -  N 408
 ER0381  PID         -  ER0381
 ER0381  STATE/COUNTY-  AZ/APACHE
 ER0381  USGS QUAD   -  EAGAR (1984)
 ER0381
 ER0381                         *CURRENT SURVEY CONTROL
 ER0381  ___________________________________________________________________
 ER0381* NAD 83(1992)-  34 06 38.98308(N)    109 16 26.40790(W)     ADJUSTED  
 ER0381* NAVD 88     -      2161.266  (meters)    7090.75   (feet)  ADJUSTED  
 ER0381  ___________________________________________________________________
 ER0381  X           -  -1,745,543.163 (meters)                     COMP
 ER0381  Y           -  -4,991,748.668 (meters)                     COMP
 ER0381  Z           -   3,557,831.064 (meters)                     COMP
 ER0381  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 ER0381  ELLIP HEIGHT-        2138.734 (meters)          (05/02/06) ADJUSTED
 ER0381  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ER0381  DYNAMIC HT  -        2157.893 (meters)    7079.69  (feet)  COMP
 ER0381  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 ER0381
 ER0381  HORZ ORDER  -  FIRST
 ER0381  VERT ORDER  -  FIRST     CLASS II
 ER0381  ELLP ORDER  -  SECOND    CLASS I
 ER0381
 ER0381.The horizontal coordinates were established by GPS observations
 ER0381.and adjusted by the WOOLPERT CONSULTANTS in May 2006.
 ER0381
 ER0381.The orthometric height was determined by differential leveling
 ER0381.and adjusted in June 1991.
 ER0381
 ER0381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0381
 ER0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0381
 ER0381.The ellipsoidal height was determined by GPS observations
 ER0381.and is referenced to NAD 83.
 ER0381
 ER0381.The geoid height was determined by GEOID03.
 ER0381
 ER0381.The dynamic height is computed by dividing the NAVD 88
 ER0381.geopotential number by the normal gravity value computed on the
 ER0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0381.degrees latitude (g = 980.6199 gals.).
 ER0381
 ER0381.The modeled gravity was interpolated from observed gravity values.
 ER0381
 ER0381;                    North         East     Units Scale Factor Converg.
 ER0381;SPC AZ E     -   345,305.897   295,714.370   MT  0.99998358   +0 30 02.3
 ER0381;SPC AZ E     - 1,132,893.36    970,191.50   iFT  0.99998358   +0 30 02.3
 ER0381;UTM  12      - 3,775,789.469   659,193.861   MT  0.99991240   +0 58 05.3
 ER0381
 ER0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0381!SPC AZ E     -   0.99966437  x   0.99998358  =   0.99964795
 ER0381!UTM  12      -   0.99966437  x   0.99991240  =   0.99957680
 ER0381
 ER0381                          SUPERSEDED SURVEY CONTROL
 ER0381
 ER0381  NAVD 88 (05/02/06) 2161.27   (m)         7090.8    (f) LEVELING    3  
 ER0381
 ER0381.Superseded values are not recommended for survey control.
 ER0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0381.See file dsdata.txt to determine how the superseded data were derived.
 ER0381
 ER0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5919475789(NAD 83)
 ER0381_MARKER: I = METAL ROD
 ER0381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0381+WITH SETTING: INFORMATION.
 ER0381_SP_SET: SHALLOW SET METAL ROD
 ER0381_STAMPING: N 408 1980
 ER0381_MARK LOGO: NGS   
 ER0381_PROJECTION: FLUSH
 ER0381_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0381+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 ER0381_ROD/PIPE-DEPTH: 2.4  meters
 ER0381
 ER0381  HISTORY     - Date     Condition        Report By
 ER0381  HISTORY     - 1980     MONUMENTED       NGS
 ER0381  HISTORY     - 20060323 GOOD             WOOLPT
 ER0381
 ER0381                          STATION DESCRIPTION
 ER0381
 ER0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0381'1.8 KM EAST FROM EAGAR.
 ER0381'1.8 KM (1.1 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0381'FROM THE POST OFFICE IN EAGAR, 0.5 KM (0.3 MI) EAST OF MILE
 ER0381'POST 401, 20.1 METERS (66.0 FT) SOUTHEAST OF THE CENTER OF A CROSS
 ER0381'ROAD, 15.2 METERS (49.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ER0381'7.3 METERS (24.0 FT) EAST OF POWER POLE NUMBER 59R8, 7.2 METERS
 ER0381'(23.6 FT) EAST OF A FENCE CORNER AND 0.7 METERS (2.3 FT) NORTH OF A
 ER0381'FENCE.  NOTE=REFUSAL WAS REACHED AT 2.4 METERS (8.0 FT). NOTE=
 ER0381'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0381'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0381'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 ER0381
 ER0381                          STATION RECOVERY (2006)
 ER0381
 ER0381'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 ER0381'DESCRIBED BY BAJ WOOLPERT INC.  2006 THE STATION IS LOCATED ABOUT 2.7
 ER0381'KM (1.7 MI) SOUTHEAST OF SPRINGERVILLE AND 1.8 KM (1.2 MI) EAST FROM
 ER0381'EAGAR.
 ER0381' 
 ER0381'TO REACH THE STATON FROM THE INTERSECTION OF MAIN STREET AND CENTRAL
 ER0381'AVENUE IN EAGAR GO 1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 180 B
 ER0381'(CENTAL AVENUE) TO THE STATION ON THE RIGHT.
 ER0381' 
 ER0381'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0381'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0381'GROUND.  IT IS EAST OF MILE POST 401, 20.1 METERS (66.0 FT) SOUTHEAST
 ER0381'OF THE CENTER OF A CROSS ROAD (HAPPY HOLLOW), 15.2 METERS (49.9 FT)
 ER0381'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0 FT) EAST OF
 ER0381'POWER POLE NUMBER 59R8, 7.2 METERS (23.6 FT) EAST OF A FENCE CORNER
 ER0381'AND 0.7 METERS (2.3 FT) NORTH OF A FENCE.  THE MARK IS 0.5 M (1.6 FT)
 ER0381'WEST FROM A WITNESS POST.  THE MARK IS 0.3 M (1.0 FT) BELOW THE
 ER0381'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0474 ***********************************************************************
 DT0474  DESIGNATION -  N 409
 DT0474  PID         -  DT0474
 DT0474  STATE/COUNTY-  AZ/APACHE
 DT0474  USGS QUAD   -  ALPINE (1991)
 DT0474
 DT0474                         *CURRENT SURVEY CONTROL
 DT0474  ___________________________________________________________________
 DT0474* NAD 83(1986)-  33 50 37.     (N)    109 08 06.     (W)     SCALED    
 DT0474* NAVD 88     -      2437.477  (meters)    7996.96   (feet)  ADJUSTED  
 DT0474  ___________________________________________________________________
 DT0474  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0474  DYNAMIC HT  -        2433.494 (meters)    7983.89  (feet)  COMP
 DT0474  MODELED GRAV-     978,913.9   (mgal)                       NAVD 88
 DT0474
 DT0474  VERT ORDER  -  FIRST     CLASS II
 DT0474
 DT0474.The horizontal coordinates were scaled from a topographic map and have
 DT0474.an estimated accuracy of +/- 6 seconds.
 DT0474
 DT0474.The orthometric height was determined by differential leveling
 DT0474.and adjusted in June 1991.
 DT0474
 DT0474.The geoid height was determined by GEOID03.
 DT0474
 DT0474.The dynamic height is computed by dividing the NAVD 88
 DT0474.geopotential number by the normal gravity value computed on the
 DT0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0474.degrees latitude (g = 980.6199 gals.).
 DT0474
 DT0474.The modeled gravity was interpolated from observed gravity values.
 DT0474
 DT0474;                    North         East    Units  Estimated Accuracy
 DT0474;SPC AZ E     -   315,790.      308,840.      MT  (+/- 180 meters Scaled)
 DT0474
 DT0474                          SUPERSEDED SURVEY CONTROL
 DT0474
 DT0474.No superseded survey control is available for this station.
 DT0474
 DT0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC725463(NAD 83)
 DT0474_MARKER: DB = BENCH MARK DISK
 DT0474_SETTING: 66 = SET IN ROCK OUTCROP
 DT0474_SP_SET: ROCK OUTCROP
 DT0474_STAMPING: N 409 1980
 DT0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0474+STABILITY: POSITION/ELEVATION WELL
 DT0474
 DT0474  HISTORY     - Date     Condition        Report By
 DT0474  HISTORY     - 1980     MONUMENTED       NGS
 DT0474  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0474
 DT0474                          STATION DESCRIPTION
 DT0474
 DT0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0474'1.4 KM SE FROM ALPINE.
 DT0474'1.4 KM (0.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0474'POST OFFICE IN ALPINE, 0.6 KM (0.4 MI) SOUTHEAST OF MILE
 DT0474'POST 427, 0.6 KM (0.35 MI) NORTHWEST OF A SIDE ROAD LEADING
 DT0474'SOUTH, 20.2 METERS (66.2 FT) SOUTH OF A FENCE, 12.1 METERS
 DT0474'(39.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2.4 METERS
 DT0474'(7.9 FT) NORTHEAST OF THE EAST CORNER OF A CULVERT.
 DT0474'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DT0474'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DT0474
 DT0474                          STATION RECOVERY (2005)
 DT0474
 DT0474'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0474'MARK NOT FOUND.  HIGHWAY WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0192 ***********************************************************************
 ER0192  DESIGNATION -  N 41
 ER0192  PID         -  ER0192
 ER0192  STATE/COUNTY-  AZ/APACHE
 ER0192  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0192
 ER0192                         *CURRENT SURVEY CONTROL
 ER0192  ___________________________________________________________________
 ER0192* NAD 83(1986)-  34 05 27.     (N)    109 12 40.     (W)     SCALED    
 ER0192* NAVD 88     -      2237.774  (meters)    7341.76   (feet)  ADJUSTED  
 ER0192  ___________________________________________________________________
 ER0192  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ER0192  DYNAMIC HT  -        2234.252 (meters)    7330.21  (feet)  COMP
 ER0192  MODELED GRAV-     978,981.6   (mgal)                       NAVD 88
 ER0192
 ER0192  VERT ORDER  -  FIRST     CLASS II
 ER0192
 ER0192.The horizontal coordinates were scaled from a topographic map and have
 ER0192.an estimated accuracy of +/- 6 seconds.
 ER0192
 ER0192.The orthometric height was determined by differential leveling
 ER0192.and adjusted in June 1991.
 ER0192.WARNING-Repeat measurements at this control monument indicate possible
 ER0192.vertical movement.
 ER0192
 ER0192.The geoid height was determined by GEOID03.
 ER0192
 ER0192.The dynamic height is computed by dividing the NAVD 88
 ER0192.geopotential number by the normal gravity value computed on the
 ER0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0192.degrees latitude (g = 980.6199 gals.).
 ER0192
 ER0192.The modeled gravity was interpolated from observed gravity values.
 ER0192
 ER0192;                    North         East    Units  Estimated Accuracy
 ER0192;SPC AZ E     -   343,140.      301,540.      MT  (+/- 180 meters Scaled)
 ER0192
 ER0192                          SUPERSEDED SURVEY CONTROL
 ER0192
 ER0192  NGVD 29 (??/??/92) 2236.742  (m)         7338.38   (f) ADJ UNCH    1 2
 ER0192
 ER0192.Superseded values are not recommended for survey control.
 ER0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0192.See file dsdata.txt to determine how the superseded data were derived.
 ER0192
 ER0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC650736(NAD 83)
 ER0192_MARKER: DB = BENCH MARK DISK
 ER0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0192_STAMPING: N 41 1934
 ER0192_PROJECTION: PROJECTING 3 CENTIMETERS
 ER0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0192+STABILITY: SURFACE MOTION
 ER0192
 ER0192  HISTORY     - Date     Condition        Report By
 ER0192  HISTORY     - 1934     MONUMENTED       CGS
 ER0192  HISTORY     - 1980     GOOD             NGS
 ER0192
 ER0192                          STATION DESCRIPTION
 ER0192
 ER0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0192'6.0 MI SE FROM EAGER.
 ER0192'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 AND 666 FROM EAGAR, APACHE
 ER0192'COUNTY, 0.5 MILE WEST OF NUTRIOSO CREEK, NEAR THE EAST END OF A GRADE,
 ER0192'ON A SMALL RISE, 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 ER0192'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED N 41 1934 AND
 ER0192'SET IN THE TOP OF A CONCRETE POST.
 ER0192
 ER0192                          STATION RECOVERY (1980)
 ER0192
 ER0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0192'4.2 KM (2.6 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0192'FROM THE POST OFFICE IN EAGAR, THENCE 5.6 KM (3.5 MI)
 ER0192'SOUTHEAST ALONG U.S. HIGHWAY 180, 0.2 KM (0.1 MI) NORTHWEST
 ER0192'OF A FIELD ROAD LEADING NORTH, 0.5 KM (0.3 MI) SOUTHEAST
 ER0192'OF MILE POST 406, 1.6 KM (0.7 MI) SOUTHEAST OF COUNTY ROAD
 ER0192'128 AND 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0192'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 ER0192'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0348 ***********************************************************************
 ER0348  DESIGNATION -  N 410
 ER0348  PID         -  ER0348
 ER0348  STATE/COUNTY-  AZ/APACHE
 ER0348  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0348
 ER0348                         *CURRENT SURVEY CONTROL
 ER0348  ___________________________________________________________________
 ER0348* NAD 83(1986)-  34 02 40.     (N)    109 41 31.     (W)     SCALED    
 ER0348* NAVD 88     -      2488.556  (meters)    8164.54   (feet)  ADJUSTED  
 ER0348  ___________________________________________________________________
 ER0348  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0348  DYNAMIC HT  -        2484.552 (meters)    8151.40  (feet)  COMP
 ER0348  MODELED GRAV-     978,936.5   (mgal)                       NAVD 88
 ER0348
 ER0348  VERT ORDER  -  FIRST     CLASS II
 ER0348
 ER0348.The horizontal coordinates were scaled from a topographic map and have
 ER0348.an estimated accuracy of +/- 6 seconds.
 ER0348
 ER0348.The orthometric height was determined by differential leveling
 ER0348.and adjusted in June 1991.
 ER0348
 ER0348.The geoid height was determined by GEOID03.
 ER0348
 ER0348.The dynamic height is computed by dividing the NAVD 88
 ER0348.geopotential number by the normal gravity value computed on the
 ER0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0348.degrees latitude (g = 980.6199 gals.).
 ER0348
 ER0348.The modeled gravity was interpolated from observed gravity values.
 ER0348
 ER0348;                    North         East    Units  Estimated Accuracy
 ER0348;SPC AZ E     -   337,690.      257,190.      MT  (+/- 180 meters Scaled)
 ER0348
 ER0348                          SUPERSEDED SURVEY CONTROL
 ER0348
 ER0348.No superseded survey control is available for this station.
 ER0348
 ER0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC207678(NAD 83)
 ER0348_MARKER: I = METAL ROD
 ER0348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0348+WITH SETTING: INFORMATION.
 ER0348_SP_SET: SHALLOW SET METAL ROD
 ER0348_STAMPING: N 410 1980
 ER0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0348+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 ER0348
 ER0348  HISTORY     - Date     Condition        Report By
 ER0348  HISTORY     - 1980     MONUMENTED       NGS
 ER0348  HISTORY     - 20050908 GOOD             USPSQD
 ER0348
 ER0348                          STATION DESCRIPTION
 ER0348
 ER0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0348'16.6 KM EAST FROM MCNARY.
 ER0348'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0348'OFFICE IN MCNARY, THENCE 16.5 KM (10.25 MI) EAST ALONG
 ER0348'STATE HIGHWAY 260, 0.2 KM (0.15 MI) WEST OF MILE POST 371,
 ER0348'30.2 METERS (99.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 ER0348'11.6 METERS (38.0 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING
 ER0348'NORTH, 9.1 METERS (30.0 FT) EAST OF THE EAST GATE POST AND 0.5 METERS
 ER0348'(1.8 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 0.9 METERS
 ER0348'(3.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ER0348'CAP.
 ER0348'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0348'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 ER0348
 ER0348                          STATION RECOVERY (2005)
 ER0348
 ER0348'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 ER0348'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0354 ***********************************************************************
 ER0354  DESIGNATION -  N 411
 ER0354  PID         -  ER0354
 ER0354  STATE/COUNTY-  AZ/APACHE
 ER0354  USGS QUAD   -  GREENS PEAK (1969)
 ER0354
 ER0354                         *CURRENT SURVEY CONTROL
 ER0354  ___________________________________________________________________
 ER0354* NAD 83(1986)-  34 02 13.     (N)    109 36 39.     (W)     SCALED    
 ER0354* NAVD 88     -      2723.315  (meters)    8934.74   (feet)  ADJUSTED  
 ER0354  ___________________________________________________________________
 ER0354  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ER0354  DYNAMIC HT  -        2718.803 (meters)    8919.94  (feet)  COMP
 ER0354  MODELED GRAV-     978,879.7   (mgal)                       NAVD 88
 ER0354
 ER0354  VERT ORDER  -  FIRST     CLASS II
 ER0354
 ER0354.The horizontal coordinates were scaled from a topographic map and have
 ER0354.an estimated accuracy of +/- 6 seconds.
 ER0354
 ER0354.The orthometric height was determined by differential leveling
 ER0354.and adjusted in June 1991.
 ER0354
 ER0354.The geoid height was determined by GEOID03.
 ER0354
 ER0354.The dynamic height is computed by dividing the NAVD 88
 ER0354.geopotential number by the normal gravity value computed on the
 ER0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0354.degrees latitude (g = 980.6199 gals.).
 ER0354
 ER0354.The modeled gravity was interpolated from observed gravity values.
 ER0354
 ER0354;                    North         East    Units  Estimated Accuracy
 ER0354;SPC AZ E     -   336,890.      264,680.      MT  (+/- 180 meters Scaled)
 ER0354
 ER0354                          SUPERSEDED SURVEY CONTROL
 ER0354
 ER0354.No superseded survey control is available for this station.
 ER0354
 ER0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC282671(NAD 83)
 ER0354_MARKER: DB = BENCH MARK DISK
 ER0354_SETTING: 66 = SET IN ROCK OUTCROP
 ER0354_SP_SET: ROCK OUTCROP
 ER0354_STAMPING: N 411 1980
 ER0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0354+STABILITY: POSITION/ELEVATION WELL
 ER0354
 ER0354  HISTORY     - Date     Condition        Report By
 ER0354  HISTORY     - 1980     MONUMENTED       NGS
 ER0354
 ER0354                          STATION DESCRIPTION
 ER0354
 ER0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0354'25.3 KM EAST FROM MCNARY.
 ER0354'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0354'OFFICE IN MCNARY, THENCE 25.2 KM (15.65 MI) EAST ALONG
 ER0354'STATE HIGHWAY 260, 0.5 KM (0.3 MI) SOUTHWEST OF A TRACK
 ER0354'ROAD LEADING NORTHWEST, 0.3 KM (0.2 MI) NORTHEAST OF MILE
 ER0354'POST 376, IN TOP OF A 350 FT STRIP OF ROCK OUTCROP, 21.8 METERS
 ER0354'(71.5 FT) SOUTHEAST OF A FENCE AND 8.3 METERS (27.3 FT) NORTHWEST OF
 ER0354'THE CENTERLINE OF THE HIGHWAY.
 ER0354'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ER0354'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1028 ***********************************************************************
 DV1028  DESIGNATION -  N 413 43
 DV1028  PID         -  DV1028
 DV1028  STATE/COUNTY-  AZ/MARICOPA
 DV1028  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1028
 DV1028                         *CURRENT SURVEY CONTROL
 DV1028  ___________________________________________________________________
 DV1028* NAD 83(1986)-  33 33 26.     (N)    113 16 52.     (W)     SCALED    
 DV1028* NAVD 88     -       409.40   (+/-2cm)    1343.2    (feet)  VERTCON   
 DV1028  ___________________________________________________________________
 DV1028  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DV1028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1028
 DV1028.The horizontal coordinates were scaled from a topographic map and have
 DV1028.an estimated accuracy of +/- 6 seconds.
 DV1028
 DV1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1028.The vertical order pertains to the NGVD 29 superseded value.
 DV1028
 DV1028.The geoid height was determined by GEOID03.
 DV1028
 DV1028;                    North         East    Units  Estimated Accuracy
 DV1028;SPC AZ C     -   284,380.       86,660.      MT  (+/- 180 meters Scaled)
 DV1028
 DV1028                          SUPERSEDED SURVEY CONTROL
 DV1028
 DV1028  NGVD 29 (??/??/92)  408.778  (m)         1341.13   (f) ADJ UNCH    2 0
 DV1028
 DV1028.Superseded values are not recommended for survey control.
 DV1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1028.See file dsdata.txt to determine how the superseded data were derived.
 DV1028
 DV1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC882153(NAD 83)
 DV1028_MARKER: DB = BENCH MARK DISK
 DV1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1028_STAMPING: N 413 43 1962
 DV1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1028+STABILITY: SURFACE MOTION
 DV1028
 DV1028  HISTORY     - Date     Condition        Report By
 DV1028  HISTORY     - 1962     MONUMENTED       CGS
 DV1028
 DV1028                          STATION DESCRIPTION
 DV1028
 DV1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1028'26.8 MI SE FROM SALOME.
 DV1028'22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1028'AT SALOME TO THE JUNCTION OF A ROAD NORTH TO AGUILA, AND A NARROW
 DV1028'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1028'BLADED ROAD, THENCE 1.0 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH
 DV1028'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1028'1.5 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1028'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1017 ***********************************************************************
 DU1017  DESIGNATION -  N 414
 DU1017  PID         -  DU1017
 DU1017  STATE/COUNTY-  AZ/PINAL
 DU1017  USGS QUAD   -  GILA BUTTE (1981)
 DU1017
 DU1017                         *CURRENT SURVEY CONTROL
 DU1017  ___________________________________________________________________
 DU1017* NAD 83(1986)-  33 09 04.     (N)    111 52 02.     (W)     SCALED    
 DU1017* NAVD 88     -       363.09   (+/-2cm)    1191.2    (feet)  VERTCON   
 DU1017  ___________________________________________________________________
 DU1017  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1017
 DU1017.The horizontal coordinates were scaled from a topographic map and have
 DU1017.an estimated accuracy of +/- 6 seconds.
 DU1017
 DU1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1017.The vertical order pertains to the NGVD 29 superseded value.
 DU1017
 DU1017.The geoid height was determined by GEOID03.
 DU1017
 DU1017;                    North         East    Units  Estimated Accuracy
 DU1017;SPC AZ C     -   238,510.      217,970.      MT  (+/- 180 meters Scaled)
 DU1017
 DU1017                          SUPERSEDED SURVEY CONTROL
 DU1017
 DU1017  NGVD 29 (??/??/92)  362.611  (m)         1189.67   (f) ADJ UNCH    2 0
 DU1017
 DU1017.Superseded values are not recommended for survey control.
 DU1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1017.See file dsdata.txt to determine how the superseded data were derived.
 DU1017
 DU1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB191683(NAD 83)
 DU1017_MARKER: DB = BENCH MARK DISK
 DU1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1017_STAMPING: N 414 1962
 DU1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1017+STABILITY: SURFACE MOTION
 DU1017
 DU1017  HISTORY     - Date     Condition        Report By
 DU1017  HISTORY     - 1962     MONUMENTED       CGS
 DU1017
 DU1017                          STATION DESCRIPTION
 DU1017
 DU1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1017'20.5 MI SW FROM CHANDLER.
 DU1017'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU1017'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 6.2
 DU1017'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD TO A POWER LINE CROSSING
 DU1017'AND A DIRT ROAD LEADING SOUTHEAST ALONG THE POWER LINE, THENCE 5.8
 DU1017'MILES SOUTHEAST ALONG THE DIRT ROAD, THENCE 1.4 MILES SOUTH-SOUTHEAST
 DU1017'ALONG A TRACK ROAD WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DU1017'INTERSTATE HIGHWAY 10 TO THE NORTH BANK OF THE GILA RIVER, 2.5 FEET
 DU1017'WEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DU1017'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0847 ***********************************************************************
 DV0847  DESIGNATION -  N 415 63
 DV0847  PID         -  DV0847
 DV0847  STATE/COUNTY-  AZ/MARICOPA
 DV0847  USGS QUAD   -  TONOPAH (1984)
 DV0847
 DV0847                         *CURRENT SURVEY CONTROL
 DV0847  ___________________________________________________________________
 DV0847* NAD 83(1986)-  33 29 51.     (N)    112 56 12.     (W)     SCALED    
 DV0847* NAVD 88     -       344.15   (+/-2cm)    1129.1    (feet)  VERTCON   
 DV0847  ___________________________________________________________________
 DV0847  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0847
 DV0847.The horizontal coordinates were scaled from a topographic map and have
 DV0847.an estimated accuracy of +/- 6 seconds.
 DV0847
 DV0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0847.The vertical order pertains to the NGVD 29 superseded value.
 DV0847
 DV0847.The geoid height was determined by GEOID03.
 DV0847
 DV0847;                    North         East    Units  Estimated Accuracy
 DV0847;SPC AZ C     -   277,390.      118,580.      MT  (+/- 180 meters Scaled)
 DV0847
 DV0847                          SUPERSEDED SURVEY CONTROL
 DV0847
 DV0847  NGVD 29 (??/??/92)  343.515  (m)         1127.02   (f) ADJ UNCH    2 0
 DV0847
 DV0847.Superseded values are not recommended for survey control.
 DV0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0847.See file dsdata.txt to determine how the superseded data were derived.
 DV0847
 DV0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC200081(NAD 83)
 DV0847_MARKER: DB = BENCH MARK DISK
 DV0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0847_STAMPING: N 415 63 1962
 DV0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0847+STABILITY: SURFACE MOTION
 DV0847
 DV0847  HISTORY     - Date     Condition        Report By
 DV0847  HISTORY     - 1962     MONUMENTED       CGS
 DV0847
 DV0847                          STATION DESCRIPTION
 DV0847
 DV0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0847'0.4 MI NE FROM TONOPAH.
 DV0847'0.15 MILE EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0847'THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, IN THE CENTER OF THE MEDIAN
 DV0847'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 25 FEET WEST OF THE CENTER OF
 DV0847'THE TRACK ROAD, 3 FEET WEST OF A FENCE, 1.3 FEET NORTHWEST OF A METAL
 DV0847'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1482 ***********************************************************************
 CZ1482  DESIGNATION -  N 418
 CZ1482  PID         -  CZ1482
 CZ1482  STATE/COUNTY-  AZ/COCHISE
 CZ1482  USGS QUAD   -  DRAGOON (1995)
 CZ1482
 CZ1482                         *CURRENT SURVEY CONTROL
 CZ1482  ___________________________________________________________________
 CZ1482* NAD 83(1986)-  32 02 18.     (N)    110 05 54.     (W)     SCALED    
 CZ1482* NAVD 88     -      1434.682  (meters)    4706.95   (feet)  ADJUSTED  
 CZ1482  ___________________________________________________________________
 CZ1482  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CZ1482  DYNAMIC HT  -        1432.480 (meters)    4699.73  (feet)  COMP
 CZ1482  MODELED GRAV-     979,053.5   (mgal)                       NAVD 88
 CZ1482
 CZ1482  VERT ORDER  -  FIRST     CLASS II
 CZ1482
 CZ1482.The horizontal coordinates were scaled from a topographic map and have
 CZ1482.an estimated accuracy of +/- 6 seconds.
 CZ1482
 CZ1482.The orthometric height was determined by differential leveling
 CZ1482.and adjusted in June 1991.
 CZ1482
 CZ1482.The geoid height was determined by GEOID03.
 CZ1482
 CZ1482.The dynamic height is computed by dividing the NAVD 88
 CZ1482.geopotential number by the normal gravity value computed on the
 CZ1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1482.degrees latitude (g = 980.6199 gals.).
 CZ1482
 CZ1482.The modeled gravity was interpolated from observed gravity values.
 CZ1482
 CZ1482;                    North         East    Units  Estimated Accuracy
 CZ1482;SPC AZ E     -   115,120.      219,810.      MT  (+/- 180 meters Scaled)
 CZ1482
 CZ1482                          SUPERSEDED SURVEY CONTROL
 CZ1482
 CZ1482.No superseded survey control is available for this station.
 CZ1482
 CZ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA851450(NAD 83)
 CZ1482_MARKER: DB = BENCH MARK DISK
 CZ1482_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1482_SP_SET: ROCK OUTCROP
 CZ1482_STAMPING: N 418 1979
 CZ1482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1482+STABILITY: POSITION/ELEVATION WELL
 CZ1482
 CZ1482  HISTORY     - Date     Condition        Report By
 CZ1482  HISTORY     - 1979     MONUMENTED       NGS
 CZ1482
 CZ1482                          STATION DESCRIPTION
 CZ1482
 CZ1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1482'22.8 KM NE FROM BENSON.
 CZ1482'22.8 KILOMETERS (14.15 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1482'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.3 KILOMETER (0.2
 CZ1482'MILE) SOUTHWEST OF THE Y-JUNCTION OF THE EASTBOUND OFF-RAMP ROAD TO
 CZ1482'TRIANGLE T ROAD, IN TOP OF A FLAT GRANITE OUTCROP PROJECTING 0.2
 CZ1482'METER (0.75 FOOT) ABOVE THE GROUND, 26.8 METERS (88 FEET) SOUTHEAST
 CZ1482'OF THE CENTERLINE OF THE EASTBOUND LANES, 18.9 METERS (62 FEET) EAST
 CZ1482'OF THE SOUTHEAST END OF A 0.6-METER PIPE CULVERT, 5.5 METERS (18.1
 CZ1482'FEET) SOUTHWEST OF A VERTICAL RAILROAD RAIL HIGHWAY RIGHT-OF-WAY
 CZ1482'MARKER AND 1.2 METERS (4 FEET) NORTHWEST OF THE SOUTHEAST RIGHT-OF-
 CZ1482'WAY FENCE.
 CZ1482'THE MARK IS 1.1 METERS  E FROM A WITNESS POST.
 CZ1482'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1490 ***********************************************************************
 CZ1490  DESIGNATION -  N 419
 CZ1490  PID         -  CZ1490
 CZ1490  STATE/COUNTY-  AZ/PIMA
 CZ1490  USGS QUAD   -  TUCSON (1992)
 CZ1490
 CZ1490                         *CURRENT SURVEY CONTROL
 CZ1490  ___________________________________________________________________
 CZ1490* NAD 83(2007)-  32 12 48.50788(N)    110 59 17.66598(W)     ADJUSTED  
 CZ1490* NAVD 88     -       724.520  (meters)    2377.03   (feet)  ADJUSTED  
 CZ1490  ___________________________________________________________________
 CZ1490  EPOCH DATE  -        2007.00
 CZ1490  X           -  -1,934,891.784 (meters)                     COMP
 CZ1490  Y           -  -5,043,659.248 (meters)                     COMP
 CZ1490  Z           -   3,380,853.534 (meters)                     COMP
 CZ1490  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ1490  ELLIP HEIGHT-         695.228 (meters)          (02/10/07) ADJUSTED
 CZ1490  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ1490  DYNAMIC HT  -         723.529 (meters)    2373.78  (feet)  COMP
 CZ1490
 CZ1490  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1490  Type    PID    Designation                      North   East  Ellip
 CZ1490  -------------------------------------------------------------------
 CZ1490  NETWORK CZ1490 N 419                             0.35   0.55   1.55
 CZ1490  -------------------------------------------------------------------
 CZ1490  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 CZ1490
 CZ1490  VERT ORDER  -  FIRST     CLASS II
 CZ1490
 CZ1490.The horizontal coordinates were established by GPS observations
 CZ1490.and adjusted by the National Geodetic Survey in February 2007.
 CZ1490
 CZ1490.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1490.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1490.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1490.The epoch date for horizontal control is a decimal equivalence
 CZ1490.of Year/Month/Day.
 CZ1490
 CZ1490.The orthometric height was determined by differential leveling
 CZ1490.and adjusted in June 1991.
 CZ1490
 CZ1490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1490
 CZ1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1490
 CZ1490.The ellipsoidal height was determined by GPS observations
 CZ1490.and is referenced to NAD 83.
 CZ1490
 CZ1490.The geoid height was determined by GEOID03.
 CZ1490
 CZ1490.The dynamic height is computed by dividing the NAVD 88
 CZ1490.geopotential number by the normal gravity value computed on the
 CZ1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1490.degrees latitude (g = 980.6199 gals.).
 CZ1490
 CZ1490.The modeled gravity was interpolated from observed gravity values.
 CZ1490
 CZ1490;                    North         East     Units Scale Factor Converg.
 CZ1490;SPC AZ C     -   134,914.566   300,878.942   MT  0.99999443   +0 29 41.8
 CZ1490;SPC AZ C     -   442,633.09    987,135.64   iFT  0.99999443   +0 29 41.8
 CZ1490;UTM  12      - 3,564,098.181   501,108.162   MT  0.99960002   +0 00 22.6
 CZ1490
 CZ1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1490!SPC AZ C     -   0.99989085  x   0.99999443  =   0.99988528
 CZ1490!UTM  12      -   0.99989085  x   0.99960002  =   0.99949091
 CZ1490
 CZ1490                          SUPERSEDED SURVEY CONTROL
 CZ1490
 CZ1490  ELLIP H (06/11/02)  695.256  (m)                       GP(       ) 4 2
 CZ1490  NAD 83(1992)-  32 12 48.50741(N)    110 59 17.66498(W) AD(       ) 1
 CZ1490  ELLIP H (08/23/93)  695.334  (m)                       GP(       ) 4 2
 CZ1490  NAD 83(1986)-  32 12 48.50258(N)    110 59 17.66392(W) AD(       ) 1
 CZ1490  NGVD 29 (05/25/90)  723.84   (m)         2374.8    (f) LEVELING    3  
 CZ1490
 CZ1490.Superseded values are not recommended for survey control.
 CZ1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1490.See file dsdata.txt to determine how the superseded data were derived.
 CZ1490
 CZ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0110864098(NAD 83)
 CZ1490_MARKER: DB = BENCH MARK DISK
 CZ1490_SETTING: 80 = SET IN A BOULDER
 CZ1490_SP_SET: BOULDER
 CZ1490_STAMPING: N 419 1980
 CZ1490_MARK LOGO: NGS   
 CZ1490_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1490+STABILITY: SURFACE MOTION
 CZ1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1490+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1490
 CZ1490  HISTORY     - Date     Condition        Report By
 CZ1490  HISTORY     - 1980     MONUMENTED       NGS
 CZ1490  HISTORY     - 1987     GOOD             NGS
 CZ1490  HISTORY     - 19950129 GOOD             USPSQD
 CZ1490  HISTORY     - 19950322 GOOD             USPSQD
 CZ1490  HISTORY     - 19990103 GOOD             USPSQD
 CZ1490  HISTORY     - 19990416 GOOD             NGS
 CZ1490  HISTORY     - 20020403 GOOD             USPSQD
 CZ1490  HISTORY     - 20060316 GOOD             USPSQD
 CZ1490
 CZ1490                          STATION DESCRIPTION
 CZ1490
 CZ1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1490'2.3 KM SW FROM TUCSON.
 CZ1490'1.6 KILOMETERS (1.0 MILE) WEST ALONG CONGRESS STREET FROM THE
 CZ1490'VALLEY NATIONAL BANK AT TUCSON, THENCE 0.7 KILOMETER (0.45 MILE)
 CZ1490'SOUTH ALONG SOUTH GRANDE AVENUE. SET ON THE NORTHEAST SLOPE OF
 CZ1490'SENTINEL PEAK AND IN TOP OF A 1.5 METERS (5 FEET) TRIANGULAR
 CZ1490'SHAPED LAVA BOULDER PROJECTING 0.45 METER (1.5 FEET) ABOVE THE
 CZ1490'GROUND WHICH HAS TWO INDIAN GRINDING HOLES, 17.6 METERS (56 FEET)
 CZ1490'WEST OF THE CENTERLINE OF GRANDE AVENUE.
 CZ1490'THE MARK IS 2.7 METERS  NW FROM A WITNESS POST.
 CZ1490'THE MARK IS 1.2 M ABOVE GRANDE AVENUE.
 CZ1490
 CZ1490                          STATION RECOVERY (1987)
 CZ1490
 CZ1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ1490'THE STATION WAS RECOVERED AT THIS DATE,
 CZ1490'IN GOOD CONDITION.
 CZ1490'
 CZ1490'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 CZ1490'WEST OF DOWNTOWN TUCSON AND
 CZ1490'1.6 KM (1 MI) WEST OF INTERSTATE HIGHWAY 10.
 CZ1490'OWNERSHIP--UNKNOWN.
 CZ1490'
 CZ1490'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ1490'CONGRESS STREET IN TUCSON, GO WEST FOR 0.8 KM (0.5 MI) ON CONGRESS
 CZ1490'STREET TO GRANDE STREET.
 CZ1490'TURN LEFT AND GO SOUTH FOR 0.7 KM (0.45 MI) ON GRANDE STREET (TURNS
 CZ1490'INTO MISSION RD) TO THE STATION ON THE RIGHT, ABOUT 46 METERS
 CZ1490'(150 FT) SOUTH OF THE JUNCTION OF MISSION LANE AND ABOUT 8.0 METERS
 CZ1490'(26 FT) HIGHER THAN THE ROAD SURFACE.
 CZ1490'
 CZ1490'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 CZ1490'STAMPED---N 419 1980---,
 CZ1490'SET INTO A DRILL HOLE IN THE TOP OF ROCK OUTCROP OF 2.0 METERS
 CZ1490'LARGEST DIMENSION.  LOCATED
 CZ1490'17.2 METERS (56.5 FT) WEST FROM THE APPROXIMATE CENTER OF MISSION
 CZ1490'RD AND
 CZ1490'2.7 METERS (8.8 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CZ1490'
 CZ1490'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ1490'
 CZ1490'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ1490'
 CZ1490'DESCRIBED BY S.E. RANDALL.
 CZ1490
 CZ1490                          STATION RECOVERY (1995)
 CZ1490
 CZ1490'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1490'RECOVERED IN GOOD CONDITION.
 CZ1490
 CZ1490                          STATION RECOVERY (1995)
 CZ1490
 CZ1490'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1490'RECOVERED IN GOOD CONDITION.
 CZ1490
 CZ1490                          STATION RECOVERY (1999)
 CZ1490
 CZ1490'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1490'RECOVERED IN GOOD CONDITION.
 CZ1490
 CZ1490                          STATION RECOVERY (1999)
 CZ1490
 CZ1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 CZ1490'OTHER ALIASES, TUCSON N 419, DOD 0380-M STATION IS ON W SIDE OF
 CZ1490'DOWNTOWN TUCSON, ARIZONA, AT NE EDGE OF SENTINAL PEAK, A MOUNTAIN.  IT
 CZ1490'IS 1.2 MI (1.9 KM) SW OF PIMA COUNTY COURTHOUSE.  TO ACCESS FROM I-10
 CZ1490'EXIT 258, GO W ON W CONGRESS STREET FOR 0.5 MI (0.8 KM),  TURN S,
 CZ1490'LEFT, ONTO S GRANDE AVENUE, BECOMES MISSION ROAD, AND GO 0.45 MI (0.72
 CZ1490'KM) TO STATION ON WEST.  STATION IS ON BASALT BOULDER WITH 2.0 M (6.6
 CZ1490'FT) LARGEST DIMENSION AND WHICH PROJECTS 0.45 M (1.48 FT) , 17.2 M
 CZ1490'(56.4 FT) W OF CENTER OF MISSION ROAD, ABOUT 46 M (150.9 FT) S OF
 CZ1490'JUNCTION WITH ROAD TO EAST, 1.2 M (3.9 FT) ABOVE ROAD AND 2.7 M (8.9
 CZ1490'FT) WNW OF METAL WITNESS POST CEMENTED IN ANOTHER BOULDER.
 CZ1490'UNFORTUNATELY, MARK WAS SET IN BOULDER WHICH HAS TWO, ARCHAEOLOGICAL,
 CZ1490'INDIAN GRINDING HOLES.  A CONCRETE PAD HAS BEEN SET AROUND MARK TO
 CZ1490'HOLD GRAVIMETER.  CENTER OF NW, NW, NE, NE, SW, SEC 14, T14S, R13E.
 CZ1490
 CZ1490                          STATION RECOVERY (2002)
 CZ1490
 CZ1490'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1490'RECOVERED IN GOOD CONDITION.
 CZ1490
 CZ1490                          STATION RECOVERY (2006)
 CZ1490
 CZ1490'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1490'RECOVERED IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0258 ***********************************************************************
 ER0258  DESIGNATION -  N 42
 ER0258  PID         -  ER0258
 ER0258  STATE/COUNTY-  AZ/APACHE
 ER0258  USGS QUAD   -  MC NARY (1985)
 ER0258
 ER0258                         *CURRENT SURVEY CONTROL
 ER0258  ___________________________________________________________________
 ER0258* NAD 83(1986)-  34 03 14.     (N)    109 45 17.     (W)     SCALED    
 ER0258* NAVD 88     -      2347.613  (meters)    7702.13   (feet)  ADJUSTED  
 ER0258  ___________________________________________________________________
 ER0258  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 ER0258  DYNAMIC HT  -        2343.895 (meters)    7689.93  (feet)  COMP
 ER0258  MODELED GRAV-     978,967.2   (mgal)                       NAVD 88
 ER0258
 ER0258  VERT ORDER  -  FIRST     CLASS II
 ER0258
 ER0258.The horizontal coordinates were scaled from a topographic map and have
 ER0258.an estimated accuracy of +/- 6 seconds.
 ER0258
 ER0258.The orthometric height was determined by differential leveling
 ER0258.and adjusted in June 1991.
 ER0258
 ER0258.The geoid height was determined by GEOID03.
 ER0258
 ER0258.The dynamic height is computed by dividing the NAVD 88
 ER0258.geopotential number by the normal gravity value computed on the
 ER0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0258.degrees latitude (g = 980.6199 gals.).
 ER0258
 ER0258.The modeled gravity was interpolated from observed gravity values.
 ER0258
 ER0258;                    North         East    Units  Estimated Accuracy
 ER0258;SPC AZ E     -   338,710.      251,390.      MT  (+/- 180 meters Scaled)
 ER0258
 ER0258                          SUPERSEDED SURVEY CONTROL
 ER0258
 ER0258  NGVD 29 (??/??/92) 2346.601  (m)         7698.81   (f) ADJ UNCH    1 2
 ER0258
 ER0258.Superseded values are not recommended for survey control.
 ER0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0258.See file dsdata.txt to determine how the superseded data were derived.
 ER0258
 ER0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC149688(NAD 83)
 ER0258_MARKER: DB = BENCH MARK DISK
 ER0258_SETTING: 66 = SET IN ROCK OUTCROP
 ER0258_SP_SET: ROCK LEDGE
 ER0258_STAMPING: N 42 1934
 ER0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0258+STABILITY: POSITION/ELEVATION WELL
 ER0258
 ER0258  HISTORY     - Date     Condition        Report By
 ER0258  HISTORY     - 1934     MONUMENTED       CGS
 ER0258  HISTORY     - 1960     MARK NOT FOUND   USGS
 ER0258  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0258
 ER0258                          STATION DESCRIPTION
 ER0258
 ER0258'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ER0258'6.7 MI E FROM MCNARY.
 ER0258'6.7 MILES EAST ALONG STATE HIGHWAY 73 FROM MCNARY, APACHE COUNTY, AT A
 ER0258'CURVE 74 FEET WEST OF A SIGN NARROW BRIDGE, 55 FEET SOUTH OF THE
 ER0258'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD
 ER0258'DISK, STAMPED N 42 1934.
 ER0258
 ER0258                          STATION RECOVERY (1969)
 ER0258
 ER0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0208 ***********************************************************************
 CF0208  DESIGNATION -  N 420
 CF0208  PID         -  CF0208
 CF0208  STATE/COUNTY-  AZ/COCHISE
 CF0208  USGS QUAD   -  SULPHUR HILLS (1986)
 CF0208
 CF0208                         *CURRENT SURVEY CONTROL
 CF0208  ___________________________________________________________________
 CF0208* NAD 83(2007)-  31 54 18.95718(N)    109 44 46.36279(W)     ADJUSTED  
 CF0208* NAVD 88     -      1334.643  (meters)    4378.74   (feet)  ADJUSTED  
 CF0208  ___________________________________________________________________
 CF0208  EPOCH DATE  -        2007.00
 CF0208  X           -  -1,831,417.099 (meters)                     COMP
 CF0208  Y           -  -5,101,979.710 (meters)                     COMP
 CF0208  Z           -   3,352,209.359 (meters)                     COMP
 CF0208  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CF0208  ELLIP HEIGHT-        1307.436 (meters)          (02/10/07) ADJUSTED
 CF0208  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CF0208  DYNAMIC HT  -        1332.602 (meters)    4372.05  (feet)  COMP
 CF0208
 CF0208  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0208  Type    PID    Designation                      North   East  Ellip
 CF0208  -------------------------------------------------------------------
 CF0208  NETWORK CF0208 N 420                             0.84   0.67   2.51
 CF0208  -------------------------------------------------------------------
 CF0208  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 CF0208
 CF0208  VERT ORDER  -  FIRST     CLASS II
 CF0208
 CF0208.The horizontal coordinates were established by GPS observations
 CF0208.and adjusted by the National Geodetic Survey in February 2007.
 CF0208
 CF0208.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0208.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0208.The horizontal coordinates are valid at the epoch date displayed above.
 CF0208.The epoch date for horizontal control is a decimal equivalence
 CF0208.of Year/Month/Day.
 CF0208
 CF0208.The orthometric height was determined by differential leveling
 CF0208.and adjusted in June 1991.
 CF0208
 CF0208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0208
 CF0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0208
 CF0208.The ellipsoidal height was determined by GPS observations
 CF0208.and is referenced to NAD 83.
 CF0208
 CF0208.The geoid height was determined by GEOID03.
 CF0208
 CF0208.The dynamic height is computed by dividing the NAVD 88
 CF0208.geopotential number by the normal gravity value computed on the
 CF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0208.degrees latitude (g = 980.6199 gals.).
 CF0208
 CF0208.The modeled gravity was interpolated from observed gravity values.
 CF0208
 CF0208;                    North         East     Units Scale Factor Converg.
 CF0208;SPC AZ E     -   100,440.506   253,127.071   MT  0.99991950   +0 13 20.0
 CF0208;SPC AZ E     -   329,529.22    830,469.39   iFT  0.99991950   +0 13 20.0
 CF0208;UTM  12      - 3,530,620.831   618,552.800   MT  0.99977333   +0 39 45.8
 CF0208
 CF0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0208!SPC AZ E     -   0.99979475  x   0.99991950  =   0.99971427
 CF0208!UTM  12      -   0.99979475  x   0.99977333  =   0.99956813
 CF0208
 CF0208                          SUPERSEDED SURVEY CONTROL
 CF0208
 CF0208  NAD 83(1992)-  31 54 18.95684(N)    109 44 46.36185(W) AD(       ) B
 CF0208  ELLIP H (08/22/05) 1307.454  (m)                       GP(       ) 4 2
 CF0208  NAVD 88 (08/22/05) 1334.64   (m)         4378.7    (f) LEVELING    3  
 CF0208
 CF0208.Superseded values are not recommended for survey control.
 CF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0208.See file dsdata.txt to determine how the superseded data were derived.
 CF0208
 CF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1855330621(NAD 83)
 CF0208_MARKER: DB = BENCH MARK DISK
 CF0208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0208_SP_SET: STAINLESS STEEL ROD
 CF0208_STAMPING: N 420 1980
 CF0208_PROJECTION: FLUSH
 CF0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0208_ROD/PIPE-DEPTH: 3.9  meters
 CF0208
 CF0208  HISTORY     - Date     Condition        Report By
 CF0208  HISTORY     - 1980     MONUMENTED       NGS
 CF0208
 CF0208                          STATION DESCRIPTION
 CF0208
 CF0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0208'9.7 KM SE FROM PEARCE.
 CF0208'9.7 KILOMETERS (6.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0208'FROM THE POST OFFICE IN PEARCE, SET AT AN OFFSET IN THE RIGHT-OF-
 CF0208'WAY FENCELINE, 0.1 KILOMETER (0.05 MILE) EAST OF A HIGHWAY
 CF0208'CONCRETE CULVERT, 30.3 METERS (99.3 FEET) SOUTH OF THE
 CF0208'CENTERLINE OF THE HIGHWAY, 42.7 METERS (140 FEET) SOUTHEAST OF
 CF0208'MILEPOST 42, 14.9 METERS (48.9 FEET) SOUTH OF THE NORTH
 CF0208'FENCE CORNER, 0.9 METERS (3 FEET) NORTHEAST OF THE SOUTH FENCE
 CF0208'CORNER, 0.8 METER (2.5 FEET) EAST OF FENCE, 0.6 METER (2 FEET)
 CF0208'NORTH OF THE FENCE.
 CF0208'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 CF0208'THE MARK IS 0.9 M ABOVE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0235 ***********************************************************************
 CF0235  DESIGNATION -  N 421
 CF0235  PID         -  CF0235
 CF0235  STATE/COUNTY-  AZ/COCHISE
 CF0235  USGS QUAD   -  MC NEAL (1986)
 CF0235
 CF0235                         *CURRENT SURVEY CONTROL
 CF0235  ___________________________________________________________________
 CF0235* NAD 83(1986)-  31 33 04.     (N)    109 39 46.     (W)     SCALED    
 CF0235* NAVD 88     -      1269.927  (meters)    4166.42   (feet)  ADJUSTED  
 CF0235  ___________________________________________________________________
 CF0235  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0235  DYNAMIC HT  -        1267.949 (meters)    4159.93  (feet)  COMP
 CF0235  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 CF0235
 CF0235  VERT ORDER  -  FIRST     CLASS II
 CF0235
 CF0235.The horizontal coordinates were scaled from a topographic map and have
 CF0235.an estimated accuracy of +/- 6 seconds.
 CF0235
 CF0235.The orthometric height was determined by differential leveling
 CF0235.and adjusted in June 1991.
 CF0235
 CF0235.The geoid height was determined by GEOID03.
 CF0235
 CF0235.The dynamic height is computed by dividing the NAVD 88
 CF0235.geopotential number by the normal gravity value computed on the
 CF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0235.degrees latitude (g = 980.6199 gals.).
 CF0235
 CF0235.The modeled gravity was interpolated from observed gravity values.
 CF0235
 CF0235;                    North         East    Units  Estimated Accuracy
 CF0235;SPC AZ E     -    61,210.      261,200.      MT  (+/- 180 meters Scaled)
 CF0235
 CF0235                          SUPERSEDED SURVEY CONTROL
 CF0235
 CF0235.No superseded survey control is available for this station.
 CF0235
 CF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV269914(NAD 83)
 CF0235_MARKER: DB = BENCH MARK DISK
 CF0235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0235_SP_SET: STAINLESS STEEL ROD
 CF0235_STAMPING: N 421 1980
 CF0235_PROJECTION: FLUSH
 CF0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0235_ROD/PIPE-DEPTH: 3.9  meters
 CF0235
 CF0235  HISTORY     - Date     Condition        Report By
 CF0235  HISTORY     - 1980     MONUMENTED       NGS
 CF0235
 CF0235                          STATION DESCRIPTION
 CF0235
 CF0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0235'5.7 KM SOUTH FROM MCNEAL.
 CF0235'5.7 KILOMETERS (3.55 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0235'THE POST OFFICE IN MCNEAL, 1.2 KILOMETERS (0.75 MILE) NORTH
 CF0235'OF A TRIPLE BOX CONCRETE CULVERT, 0.4 KILOMETER (0.25 MILE)
 CF0235'SOUTH OF A EAST-WEST DIRT ROAD, 29.9 METERS (98 FEET) WEST OF
 CF0235'THE CENTERLINE OF THE HIGHWAY, 22.9 METERS (75 FEET) WEST OF
 CF0235'HIGHWAY MILEPOST 15, 0.3 METER (1 FOOT) EAST OF THE RIGHT-OF-
 CF0235'WAY FENCE.
 CF0235'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0235'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1163 ***********************************************************************
 DA1163  DESIGNATION -  N 422
 DA1163  PID         -  DA1163
 DA1163  STATE/COUNTY-  AZ/MARICOPA
 DA1163  USGS QUAD   -  GILA BEND (1973)
 DA1163
 DA1163                         *CURRENT SURVEY CONTROL
 DA1163  ___________________________________________________________________
 DA1163* NAD 83(1986)-  32 56 44.     (N)    112 43 04.     (W)     SCALED    
 DA1163* NAVD 88     -       225.393  (meters)     739.48   (feet)  ADJUSTED  
 DA1163  ___________________________________________________________________
 DA1163  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA1163  DYNAMIC HT  -         225.127 (meters)     738.60  (feet)  COMP
 DA1163  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 DA1163
 DA1163  VERT ORDER  -  FIRST     CLASS II
 DA1163
 DA1163.The horizontal coordinates were scaled from a topographic map and have
 DA1163.an estimated accuracy of +/- 6 seconds.
 DA1163
 DA1163.The orthometric height was determined by differential leveling
 DA1163.and adjusted in June 1991.
 DA1163.WARNING-Repeat measurements at this control monument indicate possible
 DA1163.vertical movement.
 DA1163
 DA1163.The geoid height was determined by GEOID03.
 DA1163
 DA1163.The dynamic height is computed by dividing the NAVD 88
 DA1163.geopotential number by the normal gravity value computed on the
 DA1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1163.degrees latitude (g = 980.6199 gals.).
 DA1163
 DA1163.The modeled gravity was interpolated from observed gravity values.
 DA1163
 DA1163;                    North         East    Units  Estimated Accuracy
 DA1163;SPC AZ C     -   216,000.      138,450.      MT  (+/- 180 meters Scaled)
 DA1163
 DA1163                          SUPERSEDED SURVEY CONTROL
 DA1163
 DA1163.No superseded survey control is available for this station.
 DA1163
 DA1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB394465(NAD 83)
 DA1163_MARKER: I = METAL ROD
 DA1163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DA1163_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DA1163_STAMPING: N 422 1980
 DA1163_MARK LOGO: NGS   
 DA1163_PROJECTION: FLUSH
 DA1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1163+STABILITY: POSITION/ELEVATION WELL
 DA1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1163+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA1163_ROD/PIPE-DEPTH: 10   meters
 DA1163_SLEEVE-DEPTH  : 8.5 meters
 DA1163
 DA1163  HISTORY     - Date     Condition        Report By
 DA1163  HISTORY     - 1980     MONUMENTED       NGS
 DA1163  HISTORY     - 1980     GOOD             NGS
 DA1163  HISTORY     - 1980     GOOD             NGS
 DA1163  HISTORY     - 19941201 GOOD             USPSQD
 DA1163  HISTORY     - 20060220 GOOD             USPSQD
 DA1163  HISTORY     - 20070417 GOOD             GEOCAC
 DA1163
 DA1163                          STATION DESCRIPTION
 DA1163
 DA1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1163'IN GILA BEND.
 DA1163'IN GILA BEND, 0.2 KILOMETER (0.1 MILE) EAST ALONG THE SOUTHERN
 DA1163'PACIFIC RAILROAD FROM THE CROSSING OF MARTIN AVENUE, SET BETWEEN THE
 DA1163'FIFTH AND SIXTH TELEGRAPH POLES EAST OF MARTIN AVENUE AND IN LINE
 DA1163'WITH THE ROW OF TELEGRAPH POLES, 14.3 METERS (47 FEET) SOUTH OF THE
 DA1163'SOUTH RAIL OF THE MAIN TRACK, 125 METERS (410 FEET) EAST OF THE
 DA1163'SOUTHEAST CORNER OF A WOODEN AND CONCRETE RAILROAD BRIDGE, 30.5 METERS
 DA1163'(100 FEET) EAST OF A TELEGRAPH POLE AND 26.8 METERS (88 FEET) WEST
 DA1163'OF A TELEGRAPH POLE.
 DA1163'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DA1163'THE MARK IS 0.6 M BELOW TRACKS.
 DA1163
 DA1163                          STATION RECOVERY (1980)
 DA1163
 DA1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1163'RECOVERED IN GOOD CONDITION.
 DA1163
 DA1163                          STATION RECOVERY (1980)
 DA1163
 DA1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1163'RECOVERED IN GOOD CONDITION.
 DA1163
 DA1163                          STATION RECOVERY (1994)
 DA1163
 DA1163'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1163'RECOVERED IN GOOD CONDITION.
 DA1163
 DA1163                          STATION RECOVERY (2006)
 DA1163
 DA1163'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1163'RECOVERED AS DESCRIBED.
 DA1163
 DA1163                          STATION RECOVERY (2007)
 DA1163
 DA1163'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0884 ***********************************************************************
 CG0884  DESIGNATION -  N 423
 CG0884  PID         -  CG0884
 CG0884  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0884  USGS QUAD   -  RIO RICO (1981)
 CG0884
 CG0884                         *CURRENT SURVEY CONTROL
 CG0884  ___________________________________________________________________
 CG0884* NAD 83(1986)-  31 25 48.     (N)    110 57 54.     (W)     SCALED    
 CG0884* NAVD 88     -      1081.540  (meters)    3548.35   (feet)  ADJUSTED  
 CG0884  ___________________________________________________________________
 CG0884  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0884  DYNAMIC HT  -        1079.890 (meters)    3542.94  (feet)  COMP
 CG0884  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 CG0884
 CG0884  VERT ORDER  -  FIRST     CLASS II
 CG0884
 CG0884.The horizontal coordinates were scaled from a topographic map and have
 CG0884.an estimated accuracy of +/- 6 seconds.
 CG0884
 CG0884.The orthometric height was determined by differential leveling
 CG0884.and adjusted in June 1991.
 CG0884
 CG0884.The geoid height was determined by GEOID03.
 CG0884
 CG0884.The dynamic height is computed by dividing the NAVD 88
 CG0884.geopotential number by the normal gravity value computed on the
 CG0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0884.degrees latitude (g = 980.6199 gals.).
 CG0884
 CG0884.The modeled gravity was interpolated from observed gravity values.
 CG0884
 CG0884;                    North         East    Units  Estimated Accuracy
 CG0884;SPC AZ C     -    48,060.      303,830.      MT  (+/- 180 meters Scaled)
 CG0884
 CG0884                          SUPERSEDED SURVEY CONTROL
 CG0884
 CG0884.No superseded survey control is available for this station.
 CG0884
 CG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV033772(NAD 83)
 CG0884_MARKER: DB = BENCH MARK DISK
 CG0884_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0884_SP_SET: OVERPASS PIER
 CG0884_STAMPING: N 423 1980
 CG0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0884
 CG0884  HISTORY     - Date     Condition        Report By
 CG0884  HISTORY     - 1980     MONUMENTED       NGS
 CG0884
 CG0884                          STATION DESCRIPTION
 CG0884
 CG0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0884'18.2 KM SE FROM TUMACACORI.
 CG0884'18.2 KILOMETERS (11.3 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0884'FROM THE TUMACACORI INTERCHANGE AT TUMACACORI, AT THE RUBY ROAD
 CG0884'INTERCHANGE, SET VERTICALLY IN THE EAST FACE OF THE NORTHERN OF TWO
 CG0884'PIERS BETWEEN THE FREEWAY LANES.
 CG0884'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0002 ***********************************************************************
 DU0002  DESIGNATION -  N 43
 DU0002  PID         -  DU0002
 DU0002  STATE/COUNTY-  AZ/NAVAJO
 DU0002  USGS QUAD   -  CANYON DAY (1978)
 DU0002
 DU0002                         *CURRENT SURVEY CONTROL
 DU0002  ___________________________________________________________________
 DU0002* NAD 83(1986)-  33 47 40.     (N)    110 03 28.     (W)     SCALED    
 DU0002* NAVD 88     -      1552.113  (meters)    5092.22   (feet)  ADJUSTED  
 DU0002  ___________________________________________________________________
 DU0002  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DU0002  DYNAMIC HT  -        1549.868 (meters)    5084.86  (feet)  COMP
 DU0002  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 DU0002
 DU0002  VERT ORDER  -  FIRST     CLASS II
 DU0002
 DU0002.The horizontal coordinates were scaled from a topographic map and have
 DU0002.an estimated accuracy of +/- 6 seconds.
 DU0002
 DU0002.The orthometric height was determined by differential leveling
 DU0002.and adjusted in June 1991.
 DU0002
 DU0002.The geoid height was determined by GEOID03.
 DU0002
 DU0002.The dynamic height is computed by dividing the NAVD 88
 DU0002.geopotential number by the normal gravity value computed on the
 DU0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0002.degrees latitude (g = 980.6199 gals.).
 DU0002
 DU0002.The modeled gravity was interpolated from observed gravity values.
 DU0002
 DU0002;                    North         East    Units  Estimated Accuracy
 DU0002;SPC AZ E     -   309,860.      223,440.      MT  (+/- 180 meters Scaled)
 DU0002
 DU0002                          SUPERSEDED SURVEY CONTROL
 DU0002
 DU0002  NGVD 29 (??/??/92) 1551.410  (m)         5089.92   (f) ADJ UNCH    1 2
 DU0002
 DU0002.Superseded values are not recommended for survey control.
 DU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0002.See file dsdata.txt to determine how the superseded data were derived.
 DU0002
 DU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC872397(NAD 83)
 DU0002_MARKER: DB = BENCH MARK DISK
 DU0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0002_STAMPING: N 43 1934
 DU0002_PROJECTION: PROJECTING 8 CENTIMETERS
 DU0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0002+STABILITY: SURFACE MOTION
 DU0002
 DU0002  HISTORY     - Date     Condition        Report By
 DU0002  HISTORY     - 1934     MONUMENTED       CGS
 DU0002  HISTORY     - 1979     GOOD             NGS
 DU0002
 DU0002                          STATION DESCRIPTION
 DU0002
 DU0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0002'7.3 MI SW FROM WHITERIVER.
 DU0002'7.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO
 DU0002'COUNTY, 140 YARDS SOUTH OF A WASH, 60 FEET NORTHWEST OF THE CENTERLINE
 DU0002'OF THE HIGHWAY, 34 FEET NORTHEAST OF A POLE, AND IN LINE WITH A ROW OF
 DU0002'POLES.  A STANDARD DISK, STAMPED N 43 1934 AND SET IN THE TOP OF A
 DU0002'CONCRETE POST.  NOTE-- 7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0002'WHITERIVER, NAVAJO COUNTY, IN A LARGE OPEN FLAT BETWEEN TWO DRAINS.
 DU0002'ABOUT 400 FEET WEST OF THE EASTERN DRAIN AND ABOUT 600 FEET EAST OF
 DU0002'THE WESTERN DRAIN. 640 FEET NORTH OF HIGHWAY 73.
 DU0002
 DU0002                          STATION RECOVERY (1979)
 DU0002
 DU0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0002'7.0 MILES WESTERLY ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBAL
 DU0002'HEADQUARTERS IN WHITERIVER, 650 FEET NORTH OF THE CENTERLINE OF THE
 DU0002'HIGHWAY, 248.4 FEET WEST-SOUTHWEST OF TELEPHONE POLE 3P 1 AND 165.9
 DU0002'FEET WEST-SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING NORTH.
 DU0002'THE MARK IS 1.2 FT  S FROM A WITNESS POST.
 DU0002'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0626 ***********************************************************************
 CY0626  DESIGNATION -  N 430
 CY0626  PID         -  CY0626
 CY0626  STATE/COUNTY-  AZ/COCHISE
 CY0626  USGS QUAD   -  LUZENA (1979)
 CY0626
 CY0626                         *CURRENT SURVEY CONTROL
 CY0626  ___________________________________________________________________
 CY0626* NAD 83(1986)-  32 21 34.     (N)    109 37 00.     (W)     SCALED    
 CY0626* NAVD 88     -      1225.055  (meters)    4019.20   (feet)  ADJUSTED  
 CY0626  ___________________________________________________________________
 CY0626  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0626  DYNAMIC HT  -        1223.241 (meters)    4013.25  (feet)  COMP
 CY0626  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 CY0626
 CY0626  VERT ORDER  -  FIRST     CLASS II
 CY0626
 CY0626.The horizontal coordinates were scaled from a topographic map and have
 CY0626.an estimated accuracy of +/- 6 seconds.
 CY0626
 CY0626.The orthometric height was determined by differential leveling
 CY0626.and adjusted in June 1991.
 CY0626
 CY0626.The geoid height was determined by GEOID03.
 CY0626
 CY0626.The dynamic height is computed by dividing the NAVD 88
 CY0626.geopotential number by the normal gravity value computed on the
 CY0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0626.degrees latitude (g = 980.6199 gals.).
 CY0626
 CY0626.The modeled gravity was interpolated from observed gravity values.
 CY0626
 CY0626;                    North         East    Units  Estimated Accuracy
 CY0626;SPC AZ E     -   150,860.      265,120.      MT  (+/- 180 meters Scaled)
 CY0626
 CY0626                          SUPERSEDED SURVEY CONTROL
 CY0626
 CY0626.No superseded survey control is available for this station.
 CY0626
 CY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA301811(NAD 83)
 CY0626_MARKER: I = METAL ROD
 CY0626_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0626_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0626_STAMPING: N 430 1979
 CY0626_PROJECTION: FLUSH
 CY0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0626+STABILITY: POSITION/ELEVATION WELL
 CY0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0626+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 CY0626_ROD/PIPE-DEPTH: 7.62 meters
 CY0626
 CY0626  HISTORY     - Date     Condition        Report By
 CY0626  HISTORY     - 1979     MONUMENTED       NGS
 CY0626  HISTORY     - 20050515 GOOD             NGS
 CY0626
 CY0626                          STATION DESCRIPTION
 CY0626
 CY0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0626'32.8 MI SOUTH FROM SAFFORD.
 CY0626'32.8 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0626'HIGHWAY 70 IN SAFFORD, THENCE 0.3 MILE SOUTHEAST OF EXIT 355 OVERPASS,
 CY0626'SET BETWEEN A WIRE FENCE AND THE FRONTAGE ROAD, AT A POWERLINE
 CY0626'CROSSING, 103 FEET SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 CY0626'8 FEET NORTHEAST OF A POWER LINE POLE AND 5 FEET NORTHEAST OF THE
 CY0626'FENCE.
 CY0626'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 CY0626'THE MARK IS ABOVE LEVEL WITH ROAD.
 CY0626
 CY0626                          STATION RECOVERY (2005)
 CY0626
 CY0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0626'US 666 IS NOW US 191.  MARK IS ALONG FORMER AZ 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0670 ***********************************************************************
 CY0670  DESIGNATION -  N 431
 CY0670  PID         -  CY0670
 CY0670  STATE/COUNTY-  AZ/COCHISE
 CY0670  USGS QUAD   -  SAN SIMON (1987)
 CY0670
 CY0670                         *CURRENT SURVEY CONTROL
 CY0670  ___________________________________________________________________
 CY0670* NAD 83(1986)-  32 15 30.     (N)    109 12 20.     (W)     SCALED    
 CY0670* NAVD 88     -      1100.257  (meters)    3609.76   (feet)  ADJUSTED  
 CY0670  ___________________________________________________________________
 CY0670  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CY0670  DYNAMIC HT  -        1098.625 (meters)    3604.41  (feet)  COMP
 CY0670  MODELED GRAV-     979,118.5   (mgal)                       NAVD 88
 CY0670
 CY0670  VERT ORDER  -  FIRST     CLASS II
 CY0670
 CY0670.The horizontal coordinates were scaled from a topographic map and have
 CY0670.an estimated accuracy of +/- 6 seconds.
 CY0670
 CY0670.The orthometric height was determined by differential leveling
 CY0670.and adjusted in June 1991.
 CY0670
 CY0670.The geoid height was determined by GEOID03.
 CY0670
 CY0670.The dynamic height is computed by dividing the NAVD 88
 CY0670.geopotential number by the normal gravity value computed on the
 CY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0670.degrees latitude (g = 980.6199 gals.).
 CY0670
 CY0670.The modeled gravity was interpolated from observed gravity values.
 CY0670
 CY0670;                    North         East    Units  Estimated Accuracy
 CY0670;SPC AZ E     -   139,920.      303,920.      MT  (+/- 180 meters Scaled)
 CY0670
 CY0670                          SUPERSEDED SURVEY CONTROL
 CY0670
 CY0670.No superseded survey control is available for this station.
 CY0670
 CY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA690704(NAD 83)
 CY0670_MARKER: DB = BENCH MARK DISK
 CY0670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0670_SP_SET: ABUTMENT
 CY0670_STAMPING: N 431 1979
 CY0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0670
 CY0670  HISTORY     - Date     Condition        Report By
 CY0670  HISTORY     - 1979     MONUMENTED       NGS
 CY0670
 CY0670                          STATION DESCRIPTION
 CY0670
 CY0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0670'1.85 KM SE FROM SAN SIMON.
 CY0670'1.85 KILOMETERS (1.15 MILES) SOUTHEAST ALONG OLD US HIGHWAY
 CY0670'86 FROM THE HIGH SCHOOL IN SAN SIMON, SET IN THE TOP OF THE
 CY0670'NORTH END OF THE WEST ABUTMENT OF THE WEST BOUND LANES OF
 CY0670'INTERSTATE HIGHWAY I 10 BRIDGE OVER THE SAN SIMON RIVER,
 CY0670'4.9 METERS (16 FEET) NORTH OF THE CENTERLINE OF THE WEST
 CY0670'BOUND LANES, 1.0 METERS (3.3 FEET) EAST OF THE WEST
 CY0670'END OF THE BRIDGE. NOTE THIS BRIDGE HAS 140 FEET PILINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0695 ***********************************************************************
 CY0695  DESIGNATION -  N 436
 CY0695  PID         -  CY0695
 CY0695  STATE/COUNTY-  AZ/GRAHAM
 CY0695  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0695
 CY0695                         *CURRENT SURVEY CONTROL
 CY0695  ___________________________________________________________________
 CY0695* NAD 83(1986)-  32 33 49.     (N)    109 40 46.     (W)     SCALED    
 CY0695* NAVD 88     -      1253.603  (meters)    4112.86   (feet)  ADJUSTED  
 CY0695  ___________________________________________________________________
 CY0695  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CY0695  DYNAMIC HT  -        1251.783 (meters)    4106.89  (feet)  COMP
 CY0695  MODELED GRAV-     979,143.0   (mgal)                       NAVD 88
 CY0695
 CY0695  VERT ORDER  -  FIRST     CLASS II
 CY0695
 CY0695.The horizontal coordinates were scaled from a topographic map and have
 CY0695.an estimated accuracy of +/- 6 seconds.
 CY0695
 CY0695.The orthometric height was determined by differential leveling
 CY0695.and adjusted in June 1991.
 CY0695
 CY0695.The geoid height was determined by GEOID03.
 CY0695
 CY0695.The dynamic height is computed by dividing the NAVD 88
 CY0695.geopotential number by the normal gravity value computed on the
 CY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0695.degrees latitude (g = 980.6199 gals.).
 CY0695
 CY0695.The modeled gravity was interpolated from observed gravity values.
 CY0695
 CY0695;                    North         East    Units  Estimated Accuracy
 CY0695;SPC AZ E     -   173,470.      259,110.      MT  (+/- 180 meters Scaled)
 CY0695
 CY0695                          SUPERSEDED SURVEY CONTROL
 CY0695
 CY0695.No superseded survey control is available for this station.
 CY0695
 CY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB239036(NAD 83)
 CY0695_MARKER: DB = BENCH MARK DISK
 CY0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0695_SP_SET: STAINLESS STEEL ROD
 CY0695_STAMPING: N 436 1979
 CY0695_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0695+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0695_ROD/PIPE-DEPTH: 7.62 meters
 CY0695
 CY0695  HISTORY     - Date     Condition        Report By
 CY0695  HISTORY     - 1979     MONUMENTED       NGS
 CY0695  HISTORY     - 20081010 GOOD             GEOCAC
 CY0695
 CY0695                          STATION DESCRIPTION
 CY0695
 CY0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0695'18.9 MI SOUTH FROM SAFFORD.
 CY0695'18.95 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0695'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTHEAST ACROSS THE HIGHWAY FROM
 CY0695'PIPELINE MILE POST 35, 0.05 MILE NORTH OF HIGHWAY MILE POST 102,
 CY0695'99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 195 FEET NORTHEAST OF
 CY0695'THE EAST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 CY0695'HIGHWAY AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 CY0695'THE MARK IS 3 FT  N FROM A WITNESS POST.
 CY0695'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0695
 CY0695                          STATION RECOVERY (2008)
 CY0695
 CY0695'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0695'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0695'33.812' W109  40.783'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1148 ***********************************************************************
 DU1148  DESIGNATION -  N 437
 DU1148  PID         -  DU1148
 DU1148  STATE/COUNTY-  AZ/GILA
 DU1148  USGS QUAD   -  BUCKET MTN (1965)
 DU1148
 DU1148                         *CURRENT SURVEY CONTROL
 DU1148  ___________________________________________________________________
 DU1148* NAD 83(1986)-  33 19 55.     (N)    110 34 22.     (W)     SCALED    
 DU1148* NAVD 88     -      1040.169  (meters)    3412.62   (feet)  ADJUSTED  
 DU1148  ___________________________________________________________________
 DU1148  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU1148  DYNAMIC HT  -        1038.769 (meters)    3408.03  (feet)  COMP
 DU1148  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 DU1148
 DU1148  VERT ORDER  -  FIRST     CLASS II
 DU1148
 DU1148.The horizontal coordinates were scaled from a topographic map and have
 DU1148.an estimated accuracy of +/- 6 seconds.
 DU1148
 DU1148.The orthometric height was determined by differential leveling
 DU1148.and adjusted in June 1991.
 DU1148
 DU1148.The geoid height was determined by GEOID03.
 DU1148
 DU1148.The dynamic height is computed by dividing the NAVD 88
 DU1148.geopotential number by the normal gravity value computed on the
 DU1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1148.degrees latitude (g = 980.6199 gals.).
 DU1148
 DU1148.The modeled gravity was interpolated from observed gravity values.
 DU1148
 DU1148;                    North         East    Units  Estimated Accuracy
 DU1148;SPC AZ E     -   258,640.      175,550.      MT  (+/- 180 meters Scaled)
 DU1148
 DU1148                          SUPERSEDED SURVEY CONTROL
 DU1148
 DU1148.No superseded survey control is available for this station.
 DU1148
 DU1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB397881(NAD 83)
 DU1148_MARKER: DB = BENCH MARK DISK
 DU1148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1148_SP_SET: STAINLESS STEEL ROD
 DU1148_STAMPING: N 437 1979
 DU1148_PROJECTION: FLUSH
 DU1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1148+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1148_ROD/PIPE-DEPTH: 5.1  meters
 DU1148
 DU1148  HISTORY     - Date     Condition        Report By
 DU1148  HISTORY     - 1979     MONUMENTED       NGS
 DU1148  HISTORY     - 20081008 GOOD             GEOCAC
 DU1148
 DU1148                          STATION DESCRIPTION
 DU1148
 DU1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1148'19.9 KM SE FROM GLOBE.
 DU1148'19.9 KILOMETERS (12.4 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1148'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.2 KILOMETER (0.15 MILE)
 DU1148'SOUTHEAST OF HIGHWAY MILE POST 264, AT THE APPROXIMATE CENTER OF A
 DU1148'DIRT TURNOUT, 30.5 METERS (99 FEET) NORTHEAST OF THE CENTERLINE OF
 DU1148'THE HIGHWAY, 7.0 METERS (23 FEET) NORTHWEST OF THE CENTERLINE OF A
 DU1148'DIRT TRACK ROAD LEADING NORTHEAST AND 0.3 METER (1 FOOT) SOUTHWEST
 DU1148'OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1148'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU1148'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1148
 DU1148                          STATION RECOVERY (2008)
 DU1148
 DU1148'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1148'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1148'19.933' W110  34.394'. *NOTE* THE DISK IS LOOSE ON THE ROD AND CAN BE
 DU1148'ROTATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1116 ***********************************************************************
 DU1116  DESIGNATION -  N 438
 DU1116  PID         -  DU1116
 DU1116  STATE/COUNTY-  AZ/GRAHAM
 DU1116  USGS QUAD   -  CALVA (1989)
 DU1116
 DU1116                         *CURRENT SURVEY CONTROL
 DU1116  ___________________________________________________________________
 DU1116* NAD 83(1986)-  33 11 20.     (N)    110 10 02.     (W)     SCALED    
 DU1116* NAVD 88     -       788.909  (meters)    2588.28   (feet)  ADJUSTED  
 DU1116  ___________________________________________________________________
 DU1116  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU1116  DYNAMIC HT  -         787.835 (meters)    2584.76  (feet)  COMP
 DU1116  MODELED GRAV-     979,251.2   (mgal)                       NAVD 88
 DU1116
 DU1116  VERT ORDER  -  FIRST     CLASS II
 DU1116
 DU1116.The horizontal coordinates were scaled from a topographic map and have
 DU1116.an estimated accuracy of +/- 6 seconds.
 DU1116
 DU1116.The orthometric height was determined by differential leveling
 DU1116.and adjusted in June 1991.
 DU1116
 DU1116.The geoid height was determined by GEOID03.
 DU1116
 DU1116.The dynamic height is computed by dividing the NAVD 88
 DU1116.geopotential number by the normal gravity value computed on the
 DU1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1116.degrees latitude (g = 980.6199 gals.).
 DU1116
 DU1116.The modeled gravity was interpolated from observed gravity values.
 DU1116
 DU1116;                    North         East    Units  Estimated Accuracy
 DU1116;SPC AZ E     -   242,700.      213,310.      MT  (+/- 180 meters Scaled)
 DU1116
 DU1116                          SUPERSEDED SURVEY CONTROL
 DU1116
 DU1116.No superseded survey control is available for this station.
 DU1116
 DU1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB776725(NAD 83)
 DU1116_MARKER: DB = BENCH MARK DISK
 DU1116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1116_SP_SET: STAINLESS STEEL ROD
 DU1116_STAMPING: N 438 1979
 DU1116_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1116+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1116_ROD/PIPE-DEPTH: 3.6  meters
 DU1116
 DU1116  HISTORY     - Date     Condition        Report By
 DU1116  HISTORY     - 1979     MONUMENTED       NGS
 DU1116  HISTORY     - 20081008 GOOD             GEOCAC
 DU1116
 DU1116                          STATION DESCRIPTION
 DU1116
 DU1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1116'10.0 KM NW FROM BYLAS.
 DU1116'10.0 KILOMETERS (6.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1116'POST OFFICE IN BYLAS, 30.5 METERS (100 FEET) NORTHEAST OF THE
 DU1116'CENTERLINE OF THE HIGHWAY, 34.6 METERS (113 FEET) NORTHWEST ALONG
 DU1116'THE HIGHWAY FROM HIGHWAY MILE POST 290 ON THE NORTHEAST SIDE OF THE
 DU1116'HIGHWAY, 10.3 METERS (34 FEET) NORTHWEST OF AN ANGLE IN THE RIGHT-
 DU1116'OF-WAY FENCE AND 0.3 METER (1 FOOT) SOUTHWEST OF THE RIGHT-OF-WAY
 DU1116'FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1116'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU1116'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1116
 DU1116                          STATION RECOVERY (2008)
 DU1116
 DU1116'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1116'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1116'11.427' W110  10.158'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0727 ***********************************************************************
 CY0727  DESIGNATION -  N 439
 CY0727  PID         -  CY0727
 CY0727  STATE/COUNTY-  AZ/GRAHAM
 CY0727  USGS QUAD   -  SAFFORD (1985)
 CY0727
 CY0727                         *CURRENT SURVEY CONTROL
 CY0727  ___________________________________________________________________
 CY0727* NAD 83(1986)-  32 50 40.     (N)    109 44 39.     (W)     SCALED    
 CY0727* NAVD 88     -       887.025  (meters)    2910.18   (feet)  ADJUSTED  
 CY0727  ___________________________________________________________________
 CY0727  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0727  DYNAMIC HT  -         885.782 (meters)    2906.10  (feet)  COMP
 CY0727  MODELED GRAV-     979,208.4   (mgal)                       NAVD 88
 CY0727
 CY0727  VERT ORDER  -  FIRST     CLASS II
 CY0727
 CY0727.The horizontal coordinates were scaled from a topographic map and have
 CY0727.an estimated accuracy of +/- 6 seconds.
 CY0727
 CY0727.The orthometric height was determined by differential leveling
 CY0727.and adjusted in June 1991.
 CY0727
 CY0727.The geoid height was determined by GEOID03.
 CY0727
 CY0727.The dynamic height is computed by dividing the NAVD 88
 CY0727.geopotential number by the normal gravity value computed on the
 CY0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0727.degrees latitude (g = 980.6199 gals.).
 CY0727
 CY0727.The modeled gravity was interpolated from observed gravity values.
 CY0727
 CY0727;                    North         East    Units  Estimated Accuracy
 CY0727;SPC AZ E     -   204,580.      252,910.      MT  (+/- 180 meters Scaled)
 CY0727
 CY0727                          SUPERSEDED SURVEY CONTROL
 CY0727
 CY0727.No superseded survey control is available for this station.
 CY0727
 CY0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB175347(NAD 83)
 CY0727_MARKER: DB = BENCH MARK DISK
 CY0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0727_SP_SET: STAINLESS STEEL ROD
 CY0727_STAMPING: N 439 1979
 CY0727_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0727_ROD/PIPE-DEPTH: 9.14 meters
 CY0727
 CY0727  HISTORY     - Date     Condition        Report By
 CY0727  HISTORY     - 1979     MONUMENTED       NGS
 CY0727
 CY0727                          STATION DESCRIPTION
 CY0727
 CY0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0727'2.5 MI NW FROM SAFFORD.
 CY0727'2.5 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U. S.
 CY0727'HIGHWAY 666 IN SAFFORD, 54 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CY0727'HIGHWAY, 81 FEET SOUTHEAST OF MILE POST 337, 77 FEET SOUTHEAST OF THE
 CY0727'CORNER OF THE WINGWALL AND HEADWALL OF A CULVERT, 11 FEET SOUTHEAST
 CY0727'OF A POWER LINE POLE AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0727'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0727'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0025 ***********************************************************************
 DU0025  DESIGNATION -  N 44
 DU0025  PID         -  DU0025
 DU0025  STATE/COUNTY-  AZ/GILA
 DU0025  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0025
 DU0025                         *CURRENT SURVEY CONTROL
 DU0025  ___________________________________________________________________
 DU0025* NAD 83(1986)-  33 35 07.     (N)    110 24 07.     (W)     SCALED    
 DU0025* NAVD 88     -      1830.25   (+/-2cm)    6004.7    (feet)  VERTCON   
 DU0025  ___________________________________________________________________
 DU0025  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DU0025  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0025
 DU0025.The horizontal coordinates were scaled from a topographic map and have
 DU0025.an estimated accuracy of +/- 6 seconds.
 DU0025
 DU0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0025.The vertical order pertains to the NGVD 29 superseded value.
 DU0025
 DU0025.The geoid height was determined by GEOID03.
 DU0025
 DU0025;                    North         East    Units  Estimated Accuracy
 DU0025;SPC AZ E     -   286,680.      191,520.      MT  (+/- 180 meters Scaled)
 DU0025
 DU0025                          SUPERSEDED SURVEY CONTROL
 DU0025
 DU0025  NGVD 29 (??/??/92) 1829.553  (m)         6002.46   (f) ADJ UNCH    1 2
 DU0025
 DU0025.Superseded values are not recommended for survey control.
 DU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0025.See file dsdata.txt to determine how the superseded data were derived.
 DU0025
 DU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC554163(NAD 83)
 DU0025_MARKER: DB = BENCH MARK DISK
 DU0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0025_STAMPING: N 44 1934
 DU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0025+STABILITY: SURFACE MOTION
 DU0025
 DU0025  HISTORY     - Date     Condition        Report By
 DU0025  HISTORY     - 1934     MONUMENTED       CGS
 DU0025  HISTORY     - 1935     GOOD             NGS
 DU0025
 DU0025                          STATION DESCRIPTION
 DU0025
 DU0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0025'21.9 MI N FROM SAN CARLOS.
 DU0025'21.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0025'2.4 MILES SOUTH OF HILL TOP STATION, 0.4 MILE NORTH OF THE SUMMIT OF A
 DU0025'HILL, AT THE MIDDLE OF A BIG CURVE, 26 FEET EAST OF THE CENTERLINE OF
 DU0025'THE HIGHWAY, AND 5 FEET HIGHER THAN THE HIGHWAY. A STANDARD DISK,
 DU0025'STAMPED N 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0004 ***********************************************************************
 ES0004  DESIGNATION -  N 45
 ES0004  PID         -  ES0004
 ES0004  STATE/COUNTY-  AZ/NAVAJO
 ES0004  USGS QUAD   -  SNOWFLAKE (1970)
 ES0004
 ES0004                         *CURRENT SURVEY CONTROL
 ES0004  ___________________________________________________________________
 ES0004* NAD 83(1986)-  34 33 21.     (N)    110 06 40.     (W)     SCALED    
 ES0004* NAVD 88     -      1756.677  (meters)    5763.36   (feet)  ADJUSTED  
 ES0004  ___________________________________________________________________
 ES0004  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0004  DYNAMIC HT  -        1754.149 (meters)    5755.07  (feet)  COMP
 ES0004  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 ES0004
 ES0004  VERT ORDER  -  FIRST     CLASS II
 ES0004
 ES0004.The horizontal coordinates were scaled from a topographic map and have
 ES0004.an estimated accuracy of +/- 6 seconds.
 ES0004
 ES0004.The orthometric height was determined by differential leveling
 ES0004.and adjusted in June 1991.
 ES0004
 ES0004.The geoid height was determined by GEOID03.
 ES0004
 ES0004.The dynamic height is computed by dividing the NAVD 88
 ES0004.geopotential number by the normal gravity value computed on the
 ES0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0004.degrees latitude (g = 980.6199 gals.).
 ES0004
 ES0004.The modeled gravity was interpolated from observed gravity values.
 ES0004
 ES0004;                    North         East    Units  Estimated Accuracy
 ES0004;SPC AZ E     -   394,310.      218,460.      MT  (+/- 180 meters Scaled)
 ES0004
 ES0004                          SUPERSEDED SURVEY CONTROL
 ES0004
 ES0004  NGVD 29 (??/??/92) 1755.798  (m)         5760.48   (f) ADJ UNCH    1 2
 ES0004
 ES0004.Superseded values are not recommended for survey control.
 ES0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0004.See file dsdata.txt to determine how the superseded data were derived.
 ES0004
 ES0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD815241(NAD 83)
 ES0004_MARKER: DB = BENCH MARK DISK
 ES0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0004_STAMPING: N-45 1934
 ES0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0004+STABILITY: SURFACE MOTION
 ES0004
 ES0004  HISTORY     - Date     Condition        Report By
 ES0004  HISTORY     - 1934     MONUMENTED       CGS
 ES0004  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0004
 ES0004                          STATION DESCRIPTION
 ES0004
 ES0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0004'6.8 MI N FROM SNOW FLAKE.
 ES0004'6.8 MILES NORTH OF, ALONG APACHE RAILROAD.  ACROSS TRACK FROM FIRST
 ES0004'POLE NORTH WEST OF MILE POST NO. 28, 55 FT. NORTH EAST OF CENTER LINE
 ES0004'OF TRACK.  CONCRETE POST 11 INCHES ABOVE GROUND.
 ES0004
 ES0004                          STATION RECOVERY (1983)
 ES0004
 ES0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1173 ***********************************************************************
 DA1173  DESIGNATION -  N 469
 DA1173  PID         -  DA1173
 DA1173  STATE/COUNTY-  AZ/MARICOPA
 DA1173  USGS QUAD   -  SENTINEL NE (1986)
 DA1173
 DA1173                         *CURRENT SURVEY CONTROL
 DA1173  ___________________________________________________________________
 DA1173* NAD 83(1986)-  32 52 52.     (N)    113 03 18.     (W)     SCALED    
 DA1173* NAVD 88     -       235.453  (meters)     772.48   (feet)  ADJUSTED  
 DA1173  ___________________________________________________________________
 DA1173  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA1173  DYNAMIC HT  -         235.181 (meters)     771.59  (feet)  COMP
 DA1173  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 DA1173
 DA1173  VERT ORDER  -  FIRST     CLASS II
 DA1173
 DA1173.The horizontal coordinates were scaled from a topographic map and have
 DA1173.an estimated accuracy of +/- 6 seconds.
 DA1173
 DA1173.The orthometric height was determined by differential leveling
 DA1173.and adjusted in June 1991.
 DA1173
 DA1173.The geoid height was determined by GEOID03.
 DA1173
 DA1173.The dynamic height is computed by dividing the NAVD 88
 DA1173.geopotential number by the normal gravity value computed on the
 DA1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1173.degrees latitude (g = 980.6199 gals.).
 DA1173
 DA1173.The modeled gravity was interpolated from observed gravity values.
 DA1173
 DA1173;                    North         East    Units  Estimated Accuracy
 DA1173;SPC AZ C     -   209,140.      106,840.      MT  (+/- 180 meters Scaled)
 DA1173
 DA1173                          SUPERSEDED SURVEY CONTROL
 DA1173
 DA1173.No superseded survey control is available for this station.
 DA1173
 DA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB077399(NAD 83)
 DA1173_MARKER: DB = BENCH MARK DISK
 DA1173_SETTING: 66 = SET IN ROCK OUTCROP
 DA1173_SP_SET: ROCK OUTCROP
 DA1173_STAMPING: N 469 1980
 DA1173_MARK LOGO: NGS   
 DA1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1173+STABILITY: POSITION/ELEVATION WELL
 DA1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1173+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1173
 DA1173  HISTORY     - Date     Condition        Report By
 DA1173  HISTORY     - 1980     MONUMENTED       NGS
 DA1173  HISTORY     - 20060128 GOOD             USPSQD
 DA1173  HISTORY     - 20060128 GOOD             USPSQD
 DA1173
 DA1173                          STATION DESCRIPTION
 DA1173
 DA1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1173'15.1 KM (9.4 MI) NE FROM SENTINEL.
 DA1173'15.1 KM (9.4 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1173'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.8 KM
 DA1173'(0.5 MI) NORTHEAST OF RAILROAD MILEPOLE 835, 0.8 KM (0.5 MI) SOUTHWEST
 DA1173'OF RAILROAD MILEPOLE 836, 0.2 KM (0.1 MI) EAST OF A CURVE IN THE
 DA1173'TRACKS, SET IN TOP OF A LAVA ROCK OUTCROP AT THE APPROXIMATE CENTER OF
 DA1173'A ROCK-COVERED KNOLL, 85.0 METERS (279 FT) SOUTHEAST OF THE SOUTHEAST
 DA1173'RAIL.
 DA1173'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1173'THE MARK IS 0.9 M ABOVE THE TRACKS.
 DA1173
 DA1173                          STATION RECOVERY (2006)
 DA1173
 DA1173'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1173'RECOVERED AS DESCRIBED.
 DA1173
 DA1173                          STATION RECOVERY (2006)
 DA1173
 DA1173'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1173'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0238 ***********************************************************************
 ER0238  DESIGNATION -  N 47
 ER0238  PID         -  ER0238
 ER0238  STATE/COUNTY-  AZ/APACHE
 ER0238  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0238
 ER0238                         *CURRENT SURVEY CONTROL
 ER0238  ___________________________________________________________________
 ER0238* NAD 83(1986)-  34 11 29.     (N)    109 20 29.     (W)     SCALED    
 ER0238* NAVD 88     -      2071.249  (meters)    6795.42   (feet)  ADJUSTED  
 ER0238  ___________________________________________________________________
 ER0238  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0238  DYNAMIC HT  -        2068.073 (meters)    6785.00  (feet)  COMP
 ER0238  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 ER0238
 ER0238  VERT ORDER  -  SECOND    CLASS 0
 ER0238
 ER0238.The horizontal coordinates were scaled from a topographic map and have
 ER0238.an estimated accuracy of +/- 6 seconds.
 ER0238
 ER0238.The orthometric height was determined by differential leveling
 ER0238.and adjusted in June 1991.
 ER0238
 ER0238.The geoid height was determined by GEOID03.
 ER0238
 ER0238.The dynamic height is computed by dividing the NAVD 88
 ER0238.geopotential number by the normal gravity value computed on the
 ER0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0238.degrees latitude (g = 980.6199 gals.).
 ER0238
 ER0238.The modeled gravity was interpolated from observed gravity values.
 ER0238
 ER0238;                    North         East    Units  Estimated Accuracy
 ER0238;SPC AZ E     -   354,190.      289,430.      MT  (+/- 180 meters Scaled)
 ER0238
 ER0238                          SUPERSEDED SURVEY CONTROL
 ER0238
 ER0238  NGVD 29 (??/??/92) 2070.322  (m)         6792.38   (f) ADJ UNCH    2 0
 ER0238
 ER0238.Superseded values are not recommended for survey control.
 ER0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0238.See file dsdata.txt to determine how the superseded data were derived.
 ER0238
 ER0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC528846(NAD 83)
 ER0238_MARKER: DB = BENCH MARK DISK
 ER0238_SETTING: 66 = SET IN ROCK OUTCROP
 ER0238_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0238_STAMPING: N 47 1934
 ER0238_MARK LOGO: CGS   
 ER0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0238+STABILITY: POSITION/ELEVATION WELL
 ER0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0238+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1968
 ER0238
 ER0238  HISTORY     - Date     Condition        Report By
 ER0238  HISTORY     - 1934     MONUMENTED       CGS
 ER0238  HISTORY     - 19680719 GOOD             USGS
 ER0238
 ER0238                          STATION DESCRIPTION
 ER0238
 ER0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0238'5.2 MI N FROM SPRINGERVILLE.
 ER0238'5.2 MILES NORTH ALONG U.S. HIGHWAY 260 FROM SPRINGERVILLE, APACHE
 ER0238'COUNTY, 0.2 MILE SOUTH OF A CURVE, ABOUT 100 FEET WEST OF AN OLD ROAD,
 ER0238'120 FEET WEST OF A FENCE, 26 FEET EAST OF THE CENTERLINE OF THE
 ER0238'HIGHWAY, 7 FEET WEST OF A ROW OF TELEPHONE POLES, IN THE TOP OF A ROCK
 ER0238'OUTCROP, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 47
 ER0238'1934.
 ER0238
 ER0238                          STATION RECOVERY (1968)
 ER0238
 ER0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ER0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1184 ***********************************************************************
 DA1184  DESIGNATION -  N 470
 DA1184  PID         -  DA1184
 DA1184  STATE/COUNTY-  AZ/YUMA
 DA1184  USGS QUAD   -  DATELAND (1982)
 DA1184
 DA1184                         *CURRENT SURVEY CONTROL
 DA1184  ___________________________________________________________________
 DA1184* NAD 83(1986)-  32 48 00.     (N)    113 31 48.     (W)     SCALED    
 DA1184* NAVD 88     -       139.695  (meters)     458.32   (feet)  ADJUSTED  
 DA1184  ___________________________________________________________________
 DA1184  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA1184  DYNAMIC HT  -         139.536 (meters)     457.79  (feet)  COMP
 DA1184  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 DA1184
 DA1184  VERT ORDER  -  FIRST     CLASS II
 DA1184
 DA1184.The horizontal coordinates were scaled from a topographic map and have
 DA1184.an estimated accuracy of +/- 6 seconds.
 DA1184
 DA1184.The orthometric height was determined by differential leveling
 DA1184.and adjusted in June 1991.
 DA1184
 DA1184.The geoid height was determined by GEOID03.
 DA1184
 DA1184.The dynamic height is computed by dividing the NAVD 88
 DA1184.geopotential number by the normal gravity value computed on the
 DA1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1184.degrees latitude (g = 980.6199 gals.).
 DA1184
 DA1184.The modeled gravity was interpolated from observed gravity values.
 DA1184
 DA1184;                    North         East    Units  Estimated Accuracy
 DA1184;SPC AZ W     -   199,600.      233,970.      MT  (+/- 180 meters Scaled)
 DA1184
 DA1184                          SUPERSEDED SURVEY CONTROL
 DA1184
 DA1184.No superseded survey control is available for this station.
 DA1184
 DA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB630319(NAD 83)
 DA1184_MARKER: I = METAL ROD
 DA1184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1184_SP_SET: STAINLESS STEEL ROD
 DA1184_STAMPING: N 470 1981
 DA1184_MARK LOGO: NGS   
 DA1184_PROJECTION: FLUSH
 DA1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1184_ROD/PIPE-DEPTH: 6.1  meters
 DA1184
 DA1184  HISTORY     - Date     Condition        Report By
 DA1184  HISTORY     - 1981     MONUMENTED       NGS
 DA1184
 DA1184                          STATION DESCRIPTION
 DA1184
 DA1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1184'8.4 KM (5.2 MI) SW FROM AZTEC.
 DA1184'8.4 KM (5.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1184'WATER TANK IN AZTEC, 1.1 KM (0.7 MI) NORTHEAST OF THE JUNCTION OF
 DA1184'DATELAND ROAD, AT RAILROAD MILEPOLE 807, 13.7 M (45.0 FT) NORTHWEST OF
 DA1184'THE NORTHWEST RAIL OF THE TRACKS, 31.4 M (103 FT) SOUTHEAST OF THE
 DA1184'CENTERLINE OF THE FRONTAGE ROAD, 2.0 M (6.5 FT) SOUTHWEST OF THE
 DA1184'MILEPOLE.
 DA1184'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1184'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0822 ***********************************************************************
 ET0822  DESIGNATION -  N 471
 ET0822  PID         -  ET0822
 ET0822  STATE/COUNTY-  AZ/MOHAVE
 ET0822  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0822
 ET0822                         *CURRENT SURVEY CONTROL
 ET0822  ___________________________________________________________________
 ET0822* NAD 83(1986)-  34 41 43.     (N)    113 54 24.     (W)     SCALED    
 ET0822* NAVD 88     -       955.003  (meters)    3133.21   (feet)  ADJUSTED  
 ET0822  ___________________________________________________________________
 ET0822  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 ET0822  DYNAMIC HT  -         953.861 (meters)    3129.46  (feet)  COMP
 ET0822  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 ET0822  OBS GRAVITY -     979,408.2   (mgal)                       GRAV_OBS
 ET0822
 ET0822  VERT ORDER  -  FIRST     CLASS II
 ET0822
 ET0822.The horizontal coordinates were scaled from a topographic map and have
 ET0822.an estimated accuracy of +/- 6 seconds.
 ET0822
 ET0822.The orthometric height was determined by differential leveling
 ET0822.and adjusted in June 1991.
 ET0822
 ET0822.The geoid height was determined by GEOID03.
 ET0822
 ET0822.The dynamic height is computed by dividing the NAVD 88
 ET0822.geopotential number by the normal gravity value computed on the
 ET0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0822.degrees latitude (g = 980.6199 gals.).
 ET0822
 ET0822.The modeled gravity was interpolated from observed gravity values.
 ET0822.The observed gravity was obtained from relative gravimeter ties
 ET0822.to the IGSN71 gravity network.
 ET0822
 ET0822;                    North         East    Units  Estimated Accuracy
 ET0822;SPC AZ W     -   409,800.      199,010.      MT  (+/- 180 meters Scaled)
 ET0822
 ET0822                          SUPERSEDED SURVEY CONTROL
 ET0822
 ET0822.No superseded survey control is available for this station.
 ET0822
 ET0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD337430(NAD 83)
 ET0822_MARKER: DB = BENCH MARK DISK
 ET0822_SETTING: 80 = SET IN A BOULDER
 ET0822_SP_SET: BOULDER
 ET0822_STAMPING: N 471 1981
 ET0822_MARK LOGO: NGS   
 ET0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0822+STABILITY: SURFACE MOTION
 ET0822
 ET0822  HISTORY     - Date     Condition        Report By
 ET0822  HISTORY     - 1981     MONUMENTED       NGS
 ET0822
 ET0822                          STATION DESCRIPTION
 ET0822
 ET0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0822'33.2 KM (20.65 MI) SE FROM YUCCA.
 ET0822'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0822'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.1 KM (0.7 MI) NORTH ALONG A
 ET0822'DIRT ROAD LEADING TO 17 MILE RANCH, THENCE 0.6 KM (0.4 MI) NORTHEAST
 ET0822'ALONG A LANDING STRIP, THENCE 2.5 KM (1.55 MI) SOUTHEAST ALONG A DIRT
 ET0822'ROAD AND OLD ALAMO ROAD, 1.05 KM (0.65 MI) SOUTHEAST OF A Y JUNCTION,
 ET0822'IN THE TOP CENTER OF A 4 X 8 FOOT GRAY BOULDER, 21.0 METERS (69.0 FT)
 ET0822'NORTHEAST OF THE CENTERLINE OF OLD ALAMO ROAD, 29.6 METERS (97.0 FT)
 ET0822'SOUTHEAST OF THE CENTERLINE OF A SMALL WASH, 33.2 METERS (109 FT)
 ET0822'NORTHWEST OF THE CENTERLINE OF A SMALL WASH, 4.6 METERS (15.0 FT) WEST
 ET0822'OF A 6-INCH JOSHUA TREE.
 ET0822'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 ET0822'THE MARK IS 0.6 M ABOVE OLD ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1312 ***********************************************************************
 DU1312  DESIGNATION -  N 473
 DU1312  PID         -  DU1312
 DU1312  STATE/COUNTY-  AZ/MARICOPA
 DU1312  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU1312
 DU1312                         *CURRENT SURVEY CONTROL
 DU1312  ___________________________________________________________________
 DU1312* NAD 83(1986)-  33 31 09.     (N)    111 27 02.     (W)     SCALED    
 DU1312* NAVD 88     -       701.112  (meters)    2300.23   (feet)  ADJUSTED  
 DU1312  ___________________________________________________________________
 DU1312  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DU1312  DYNAMIC HT  -         700.227 (meters)    2297.33  (feet)  COMP
 DU1312  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 DU1312
 DU1312  VERT ORDER  -  FIRST     CLASS II
 DU1312
 DU1312.The horizontal coordinates were scaled from a topographic map and have
 DU1312.an estimated accuracy of +/- 6 seconds.
 DU1312
 DU1312.The orthometric height was determined by differential leveling
 DU1312.and adjusted in June 1991.
 DU1312
 DU1312.The geoid height was determined by GEOID03.
 DU1312
 DU1312.The dynamic height is computed by dividing the NAVD 88
 DU1312.geopotential number by the normal gravity value computed on the
 DU1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1312.degrees latitude (g = 980.6199 gals.).
 DU1312
 DU1312.The modeled gravity was interpolated from observed gravity values.
 DU1312
 DU1312;                    North         East    Units  Estimated Accuracy
 DU1312;SPC AZ C     -   279,420.      256,660.      MT  (+/- 180 meters Scaled)
 DU1312
 DU1312                          SUPERSEDED SURVEY CONTROL
 DU1312
 DU1312.No superseded survey control is available for this station.
 DU1312
 DU1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC581089(NAD 83)
 DU1312_MARKER: DB = BENCH MARK DISK
 DU1312_SETTING: 66 = SET IN ROCK OUTCROP
 DU1312_SP_SET: ROCK OUTCROP
 DU1312_STAMPING: N 473 1980
 DU1312_MARK LOGO: NGS   
 DU1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1312+STABILITY: POSITION/ELEVATION WELL
 DU1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1312+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DU1312
 DU1312  HISTORY     - Date     Condition        Report By
 DU1312  HISTORY     - 1980     MONUMENTED       NGS
 DU1312  HISTORY     - 20031025 GOOD             USPSQD
 DU1312  HISTORY     - 20070512 GOOD             GEOCAC
 DU1312  HISTORY     - 20081022 GOOD             GEOCAC
 DU1312
 DU1312                          STATION DESCRIPTION
 DU1312
 DU1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1312'10.9 KM (6.8 MI) WEST FROM TORTILLA FLAT.
 DU1312'10.9 KM (6.8 MI) WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU1312'TORTILLA FLAT, 0.3 KM (0.2 MI) EAST OF HIGHWAY MILEPOST 206, 0.25 KM
 DU1312'(0.15 MI) NORTHEAST OF A HIGHWAY TENSION POWER LINE CROSSING AND
 DU1312'HAIRPIN CURVE, IN TOP OF A ROCK OUTCROP ON THE SOUTHWEST SLOPE
 DU1312'OF A RAVINE LEADING NORTHWEST, 12.5 METERS (41.0 FT) SOUTHEAST OF
 DU1312'THE CENTERLINE OF THE HIGHWAY, 18.0 METERS (59.0 FT) SOUTHWEST OF THE
 DU1312'SOUTHEAST END OF A 60-CM (24-INCH) STEEL PIPE CULVERT.
 DU1312'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 DU1312'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DU1312
 DU1312                          STATION RECOVERY (2003)
 DU1312
 DU1312'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU1312'MARK FOUND. GOOD SHAPE
 DU1312
 DU1312                          STATION RECOVERY (2007)
 DU1312
 DU1312'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1312'RECOVERED IN GOOD CONDITION.
 DU1312
 DU1312                          STATION RECOVERY (2008)
 DU1312
 DU1312'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1312'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU1312'OF N 33 31.167' W 111 27.050'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1248 ***********************************************************************
 DV1248  DESIGNATION -  N 474
 DV1248  PID         -  DV1248
 DV1248  STATE/COUNTY-  AZ/MARICOPA
 DV1248  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1248
 DV1248                         *CURRENT SURVEY CONTROL
 DV1248  ___________________________________________________________________
 DV1248* NAD 83(2007)-  33 31 24.55774(N)    112 02 10.23803(W)     ADJUSTED  
 DV1248* NAVD 88     -       371.291  (meters)    1218.14   (feet)  ADJUSTED  
 DV1248  ___________________________________________________________________
 DV1248  EPOCH DATE  -        2007.00
 DV1248  X           -  -1,997,115.253 (meters)                     COMP
 DV1248  Y           -  -4,934,061.756 (meters)                     COMP
 DV1248  Z           -   3,502,695.050 (meters)                     COMP
 DV1248  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DV1248  ELLIP HEIGHT-         341.575 (meters)          (02/10/07) ADJUSTED
 DV1248  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1248  DYNAMIC HT  -         370.863 (meters)    1216.74  (feet)  COMP
 DV1248
 DV1248  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1248  Type    PID    Designation                      North   East  Ellip
 DV1248  -------------------------------------------------------------------
 DV1248  NETWORK DV1248 N 474                             0.14   0.16   0.94
 DV1248  -------------------------------------------------------------------
 DV1248  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DV1248
 DV1248  VERT ORDER  -  FIRST     CLASS II
 DV1248
 DV1248.The horizontal coordinates were established by GPS observations
 DV1248.and adjusted by the National Geodetic Survey in February 2007.
 DV1248
 DV1248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1248.The horizontal coordinates are valid at the epoch date displayed above.
 DV1248.The epoch date for horizontal control is a decimal equivalence
 DV1248.of Year/Month/Day.
 DV1248
 DV1248.The orthometric height was determined by differential leveling
 DV1248.and adjusted in June 1991.
 DV1248
 DV1248.Photographs are available for this station.
 DV1248
 DV1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1248
 DV1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1248
 DV1248.The ellipsoidal height was determined by GPS observations
 DV1248.and is referenced to NAD 83.
 DV1248
 DV1248.The geoid height was determined by GEOID03.
 DV1248
 DV1248.The dynamic height is computed by dividing the NAVD 88
 DV1248.geopotential number by the normal gravity value computed on the
 DV1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1248.degrees latitude (g = 980.6199 gals.).
 DV1248
 DV1248.The modeled gravity was interpolated from observed gravity values.
 DV1248
 DV1248;                    North         East     Units Scale Factor Converg.
 DV1248;SPC AZ C     -   279,811.756   202,258.882   MT  0.99990152   -0 03 57.6
 DV1248;SPC AZ C     -   918,017.57    663,579.01   iFT  0.99990152   -0 03 57.6
 DV1248;UTM  12      - 3,709,803.899   403,778.229   MT  0.99971414   -0 34 20.3
 DV1248
 DV1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1248!SPC AZ C     -   0.99994638  x   0.99990152  =   0.99984790
 DV1248!UTM  12      -   0.99994638  x   0.99971414  =   0.99966053
 DV1248
 DV1248                          SUPERSEDED SURVEY CONTROL
 DV1248
 DV1248  NAD 83(1992)-  33 31 24.55728(N)    112 02 10.23697(W) AD(       ) A
 DV1248  ELLIP H (01/27/00)  341.616  (m)                       GP(       ) 1 1
 DV1248  NAVD 88 (01/27/00)  371.29   (m)         1218.1    (f) LEVELING    3  
 DV1248
 DV1248.Superseded values are not recommended for survey control.
 DV1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1248.See file dsdata.txt to determine how the superseded data were derived.
 DV1248
 DV1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0377809804(NAD 83)
 DV1248_MARKER: DV = VERTICAL CONTROL DISK
 DV1248_SETTING: 66 = SET IN ROCK OUTCROP
 DV1248_SP_SET: ROCK OUTCROP
 DV1248_STAMPING: N 474 1981
 DV1248_MARK LOGO: NGS   
 DV1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1248+STABILITY: POSITION/ELEVATION WELL
 DV1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1248+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 DV1248
 DV1248  HISTORY     - Date     Condition        Report By
 DV1248  HISTORY     - 1981     MONUMENTED       NGS
 DV1248  HISTORY     - 19980916 GOOD             AZ-013
 DV1248  HISTORY     - 20000411 GOOD             MCDOT
 DV1248  HISTORY     - 20040223 GOOD             NGS
 DV1248  HISTORY     - 20050928 GOOD             EVANS
 DV1248  HISTORY     - 20061101 GOOD             EVANS
 DV1248  HISTORY     - 20061201 GOOD             GEOCAC
 DV1248
 DV1248                          STATION DESCRIPTION
 DV1248
 DV1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1248'5.1 KM (3.15 MI) SE FROM SUNNYSLOPE.
 DV1248'4.6 KM (2.85 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV1248'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, THENCE 0.4 KM (0.25 MI)
 DV1248'SOUTHWEST ALONG NORTH 22ND STREET, THENCE 0.1 KM (0.05 MI) SOUTHEAST
 DV1248'ALONG EAST PALO VERDE DRIVE, IN TOP OF THE SOUTH END OF A QUARTZITE
 DV1248'OUTCROP AND ON THE SOUTHWEST SLOPE, 29.9 METERS (98 FT) SOUTHEAST OF
 DV1248'THE CENTER OF THE JUNCTION OF A PRIVATE ROAD LEADING EAST, 6.7 METERS
 DV1248'(22 FT) NORTHEAST OF THE CENTERLINE OF THE DRIVE, 15.3 METERS (50 FT)
 DV1248'SOUTHWEST OF THE CENTERLINE OF A PRIVATE ROAD.
 DV1248'THE MARK IS 0.5 M ABOVE PALO VERDE DRIVE.
 DV1248
 DV1248                          STATION RECOVERY (1998)
 DV1248
 DV1248'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1248'RECOVERED AS DESCRIBED.
 DV1248
 DV1248                          STATION RECOVERY (2000)
 DV1248
 DV1248'RECOVERY NOTE BY MARICOPA CO DOT 2000 (GF)
 DV1248'RECOVERED AS DESCRIBED.
 DV1248
 DV1248                          STATION RECOVERY (2004)
 DV1248
 DV1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 DV1248'RECOVERED AS DESCRIBED WITH ONE ADDITIONAL MEASUREMENT--
 DV1248' 
 DV1248'190 FEET SOUTHEAST ALONG EAST PALO VERDE DRIVE FROM HIGH TENSION
 DV1248'POWERLINE POLE 22  WITH LINES ALONG THE NORTH AND SOUTHWEST.
 DV1248
 DV1248                          STATION RECOVERY (2005)
 DV1248
 DV1248'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1248'RECOVERED IN GOOD CONDITION.
 DV1248
 DV1248                          STATION RECOVERY (2006)
 DV1248
 DV1248'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 DV1248'RECOVERED AS DESCRIBED. PALO VERDE TREE NOW OBSTRUCTS SOUTHERN
 DV1248'HORIZON. LANDOWNER FORBIDS MODIFICATION OF SAID PALO VERDE.  THIS MARK
 DV1248'IS BEST OCCUPIED WITH A 1M EXTENSION ROD.
 DV1248
 DV1248                          STATION RECOVERY (2006)
 DV1248
 DV1248'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1276 ***********************************************************************
 DV1276  DESIGNATION -  N 475
 DV1276  PID         -  DV1276
 DV1276  STATE/COUNTY-  AZ/MARICOPA
 DV1276  USGS QUAD   -  WHITE TANK MTS (1971)
 DV1276
 DV1276                         *CURRENT SURVEY CONTROL
 DV1276  ___________________________________________________________________
 DV1276* NAD 83(1992)-  33 33 00.68026(N)    112 30 49.48935(W)     ADJUSTED  
 DV1276* NAVD 88     -       449.953  (meters)    1476.22   (feet)  ADJUSTED  
 DV1276  ___________________________________________________________________
 DV1276  X           -  -2,037,570.096 (meters)                     COMP
 DV1276  Y           -  -4,915,793.034 (meters)                     COMP
 DV1276  Z           -   3,505,206.952 (meters)                     COMP
 DV1276  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 DV1276  ELLIP HEIGHT-         419.891 (meters)          (06/28/06) ADJUSTED
 DV1276  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV1276  DYNAMIC HT  -         449.434 (meters)    1474.52  (feet)  COMP
 DV1276  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 DV1276
 DV1276  HORZ ORDER  -  FIRST
 DV1276  VERT ORDER  -  FIRST     CLASS II
 DV1276  ELLP ORDER  -  FOURTH    CLASS II
 DV1276
 DV1276.The horizontal coordinates were established by GPS observations
 DV1276.and adjusted by the DAVID EVANS + ASSOC in June 2006.
 DV1276
 DV1276.The orthometric height was determined by differential leveling
 DV1276.and adjusted in June 1991.
 DV1276
 DV1276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1276
 DV1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1276
 DV1276.The ellipsoidal height was determined by GPS observations
 DV1276.and is referenced to NAD 83.
 DV1276
 DV1276.The geoid height was determined by GEOID03.
 DV1276
 DV1276.The dynamic height is computed by dividing the NAVD 88
 DV1276.geopotential number by the normal gravity value computed on the
 DV1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1276.degrees latitude (g = 980.6199 gals.).
 DV1276
 DV1276.The modeled gravity was interpolated from observed gravity values.
 DV1276
 DV1276;                    North         East     Units Scale Factor Converg.
 DV1276;SPC AZ C     -   282,926.216   157,914.963   MT  0.99993789   -0 19 48.0
 DV1276;SPC AZ C     -   928,235.62    518,093.71   iFT  0.99993789   -0 19 48.0
 DV1276;UTM  12      - 3,713,309.756   359,469.820   MT  0.99984347   -0 50 12.2
 DV1276
 DV1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1276!SPC AZ C     -   0.99993408  x   0.99993789  =   0.99987198
 DV1276!UTM  12      -   0.99993408  x   0.99984347  =   0.99977757
 DV1276
 DV1276                          SUPERSEDED SURVEY CONTROL
 DV1276
 DV1276  NAVD 88 (06/28/06)  449.95   (m)         1476.2    (f) LEVELING    3  
 DV1276
 DV1276.Superseded values are not recommended for survey control.
 DV1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1276.See file dsdata.txt to determine how the superseded data were derived.
 DV1276
 DV1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5947013310(NAD 83)
 DV1276_MARKER: DB = BENCH MARK DISK
 DV1276_SETTING: 66 = SET IN ROCK OUTCROP
 DV1276_SP_SET: ROCK OUTCROP
 DV1276_STAMPING: N 475 1981
 DV1276_MARK LOGO: NGS   
 DV1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1276+STABILITY: POSITION/ELEVATION WELL
 DV1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1276+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2008
 DV1276
 DV1276  HISTORY     - Date     Condition        Report By
 DV1276  HISTORY     - 1981     MONUMENTED       NGS
 DV1276  HISTORY     - 20060602 GOOD             EVANS
 DV1276  HISTORY     - 20080427 GOOD             GEOCAC
 DV1276  HISTORY     - 20080801 GOOD             SURPGS
 DV1276
 DV1276                          STATION DESCRIPTION
 DV1276
 DV1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1276'27.4 KM (17.0 MI) NW FROM GOODYEAR.
 DV1276'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1276'THENCE 6.5 KM (4.0 MI) NORTH ALONG PERRYVILLE ROAD, THENCE 0.8 KM
 DV1276'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 6.5 KM (4.0 MI) NORTH
 DV1276'ALONG CANAL ROAD, THENCE 1.1 KM (0.7 MI) WEST ALONG A DIRT ROAD
 DV1276'PARALLELING A POWER LINE, THENCE 2.8 KM (1.75 MI) WEST ALONG THE SOUTH
 DV1276'ONE OF TWO DIRT ROADS, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A DIRT
 DV1276'ROAD, ON THE EAST SLOPE OF A RIDGE TO THE NORTH, IN TOP OF A QUARTZITE
 DV1276'VEIN, 11.5 METERS (37.7 FT) WEST OF THE CENTERLINE OF THE ROAD, 28.6
 DV1276'METERS (94 FT) SOUTH OF THE CENTER OF A DRY WASH.
 DV1276'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DV1276'THE MARK IS 1.8 M ABOVE THE ROAD.
 DV1276
 DV1276                          STATION RECOVERY (2006)
 DV1276
 DV1276'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JT)
 DV1276'RECOVERED AS DESCRIBED
 DV1276
 DV1276                          STATION RECOVERY (2008)
 DV1276
 DV1276'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1276'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV1276'33.012' W112 30.825'.
 DV1276
 DV1276                          STATION RECOVERY (2008)
 DV1276
 DV1276'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 DV1276'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND COTTON LANE,
 DV1276'DRIVE NORTH ON COTTON LANE 6 MI (9.7 KM) TO NORTHERN AVENUE, THENCE
 DV1276'TURN LEFT (WEST) ON NORTHERN AVENUE AND DRIVE 3.0 MI (4.8 KM), ACROSS
 DV1276'A CANAL, AND THROUGH TWO GATES, TO A BEND TO THE SOUTH IN THE ROAD.
 DV1276'TRAVEL ON ROAD TO SOUTH TO THE MAIN COMPLEX OF CNH CASE PROVING
 DV1276'GROUNDS.  CHECK IN AT THE OFFICE TO HAVE THE REMAINING GATES UNLOCKED
 DV1276'AND TO BE ESCORTED ACROSS THE PRIVATE PROPERTY, 1.2MI (2.0KM).
 DV1276'CNH OFFICE ADDRESS IS 19501 W NORTHERN AVE, PO BOX 510, WADDELL, AZ
 DV1276'85355.  PHONE NUMBER IS 623-935-9091. HOURS OF OPERATION ARE MONDAY
 DV1276'FRIDAY TYPICALLY, FROM ABOUT 0600   1500 LOCAL TIME.  CALL AHEAD OF
 DV1276'TIME TO ARRANGE ENTRY.
 DV1276'AFTER LEAVING LAST GATE AT NORTHWEST CORNER OF PRIVATE PROPERTY,
 DV1276'CONTINUE WEST ON DIRT ROAD 1.0 MI (1.6KM) TO DIRT ROAD TO SOUTH.
 DV1276'TRAVEL 330 FEET (100M) SOUTH ON DIRT ROAD, AND STATION ON THE RIGHT
 DV1276'(WEST).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1284 ***********************************************************************
 DV1284  DESIGNATION -  N 476
 DV1284  PID         -  DV1284
 DV1284  STATE/COUNTY-  AZ/MARICOPA
 DV1284  USGS QUAD   -  BUCKEYE NW (1982)
 DV1284
 DV1284                         *CURRENT SURVEY CONTROL
 DV1284  ___________________________________________________________________
 DV1284* NAD 83(1986)-  33 28 25.     (N)    112 42 58.     (W)     SCALED    
 DV1284* NAVD 88     -       342.842  (meters)    1124.81   (feet)  ADJUSTED  
 DV1284  ___________________________________________________________________
 DV1284  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DV1284  DYNAMIC HT  -         342.446 (meters)    1123.51  (feet)  COMP
 DV1284  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DV1284
 DV1284  VERT ORDER  -  FIRST     CLASS II
 DV1284
 DV1284.The horizontal coordinates were scaled from a topographic map and have
 DV1284.an estimated accuracy of +/- 6 seconds.
 DV1284
 DV1284.The orthometric height was determined by differential leveling
 DV1284.and adjusted in June 1991.
 DV1284
 DV1284.The geoid height was determined by GEOID03.
 DV1284
 DV1284.The dynamic height is computed by dividing the NAVD 88
 DV1284.geopotential number by the normal gravity value computed on the
 DV1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1284.degrees latitude (g = 980.6199 gals.).
 DV1284
 DV1284.The modeled gravity was interpolated from observed gravity values.
 DV1284
 DV1284;                    North         East    Units  Estimated Accuracy
 DV1284;SPC AZ C     -   274,560.      139,060.      MT  (+/- 180 meters Scaled)
 DV1284
 DV1284                          SUPERSEDED SURVEY CONTROL
 DV1284
 DV1284.No superseded survey control is available for this station.
 DV1284
 DV1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC405051(NAD 83)
 DV1284_MARKER: I = METAL ROD
 DV1284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1284_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1284_STAMPING: N 476 1981
 DV1284_MARK LOGO: NGS   
 DV1284_PROJECTION: FLUSH
 DV1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1284+STABILITY: POSITION/ELEVATION WELL
 DV1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1284+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 DV1284_ROD/PIPE-DEPTH: 9.2  meters
 DV1284_SLEEVE-DEPTH  : 7.9 meters
 DV1284
 DV1284  HISTORY     - Date     Condition        Report By
 DV1284  HISTORY     - 1981     MONUMENTED       NGS
 DV1284  HISTORY     - 20010418 GOOD             MCDOT
 DV1284  HISTORY     - 20080530 GOOD             GEOCAC
 DV1284
 DV1284                          STATION DESCRIPTION
 DV1284
 DV1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1284'18.7 KM (11.65 MI) NW FROM BUCKEYE.
 DV1284'0.5 KM (0.3 MI) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1284'STATION AT BUCKEYE, THENCE 6.1 KM (3.8 MI) NORTH ALONG MILLER ROAD,
 DV1284'THENCE 12.1 KM (7.55 MI) WEST ALONG YUMA ROAD, AT THE CROSSING OF A
 DV1284'HIGH TENSION POWER LINE, IN THE CENTER OF THE SOUTH TOWER, 66.5 METERS
 DV1284'(218 FT) SOUTH OF THE CENTERLINE OF YUMA ROAD, 24.2 METERS (79.4 FT)
 DV1284'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE POWER LINE,
 DV1284'12.8 METERS (42 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD, 7.3
 DV1284'METERS (24.0 FT) WEST OF THE EAST LEG OF THE TOWER, 6.2 METERS
 DV1284'(20.4 FT) NORTH OF THE SOUTH LEG OF THE TOWER AND 1 FOOT BELOW THE TOP
 DV1284'OF THE CONCRETE FOUNDATION.
 DV1284'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DV1284'THE MARK IS ABOVE LEVEL WITH YUMA ROAD.
 DV1284
 DV1284                          STATION RECOVERY (2001)
 DV1284
 DV1284'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV1284'FROM JUNCT. OF JOHNSON + TONOPAH-SALOME HWY GO .2 MILES NW ON TONOPAH
 DV1284'HWY THENCE .05 MILES SW ALONG POWER LINE RD TO 1ST TOWER (NO.130)
 DV1284'NGS VERT. CONTROL MARK .6' STAIN. STEEL ROD IN VAULT STAMPED N476 1981
 DV1284'UNDER POWER TOWER
 DV1284' 
 DV1284' 
 DV1284' 
 DV1284' 
 DV1284' 
 DV1284' 
 DV1284' 
 DV1284' 
 DV1284
 DV1284                          STATION RECOVERY (2008)
 DV1284
 DV1284'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV1284'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV1284'33 28 25.4 (N)   112 42 57.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1377 ***********************************************************************
 DV1377  DESIGNATION -  N 477
 DV1377  PID         -  DV1377
 DV1377  STATE/COUNTY-  AZ/LA PAZ
 DV1377  USGS QUAD   -  HARRISBURG VALLEY (1990)
 DV1377
 DV1377                         *CURRENT SURVEY CONTROL
 DV1377  ___________________________________________________________________
 DV1377* NAD 83(1986)-  33 44 02.     (N)    113 31 27.     (W)     SCALED    
 DV1377* NAVD 88     -       517.154  (meters)    1696.70   (feet)  ADJUSTED  
 DV1377  ___________________________________________________________________
 DV1377  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV1377  DYNAMIC HT  -         516.549 (meters)    1694.71  (feet)  COMP
 DV1377  MODELED GRAV-     979,450.6   (mgal)                       NAVD 88
 DV1377
 DV1377  VERT ORDER  -  FIRST     CLASS II
 DV1377
 DV1377.The horizontal coordinates were scaled from a topographic map and have
 DV1377.an estimated accuracy of +/- 6 seconds.
 DV1377
 DV1377.The orthometric height was determined by differential leveling
 DV1377.and adjusted in June 1991.
 DV1377
 DV1377.The geoid height was determined by GEOID03.
 DV1377
 DV1377.The dynamic height is computed by dividing the NAVD 88
 DV1377.geopotential number by the normal gravity value computed on the
 DV1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1377.degrees latitude (g = 980.6199 gals.).
 DV1377
 DV1377.The modeled gravity was interpolated from observed gravity values.
 DV1377
 DV1377;                    North         East    Units  Estimated Accuracy
 DV1377;SPC AZ W     -   303,170.      234,290.      MT  (+/- 180 meters Scaled)
 DV1377
 DV1377                          SUPERSEDED SURVEY CONTROL
 DV1377
 DV1377.No superseded survey control is available for this station.
 DV1377
 DV1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC661355(NAD 83)
 DV1377_MARKER: I = METAL ROD
 DV1377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1377_SP_SET: STAINLESS STEEL ROD
 DV1377_STAMPING: N 477 1981
 DV1377_MARK LOGO: NGS   
 DV1377_PROJECTION: FLUSH
 DV1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1377_ROD/PIPE-DEPTH: 4.8  meters
 DV1377
 DV1377  HISTORY     - Date     Condition        Report By
 DV1377  HISTORY     - 1981     MONUMENTED       NGS
 DV1377
 DV1377                          STATION DESCRIPTION
 DV1377
 DV1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1377'10.4 KM (6.45 MI) SE FROM SALOME.
 DV1377'10.4 KM (6.45 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1377'HIGHWAY 60 AT SALOME, 20.3 METERS (66.5 FT) NORTHEAST OF THE
 DV1377'CENTERLINE OF THE ROAD, 27.7 METERS (91 FT) WEST-NORTHWEST OF THE
 DV1377'CENTERLINE OF THE SOUTHERN FORK ROAD, 11.9 METERS (39 FT) SOUTH OF
 DV1377'THE CENTERLINE OF THE NORTHERN FORK ROAD, 18.1 METERS (59.5 FT) WEST
 DV1377'OF THE CENTER OF AN ABANDONED 24-INCH WELL CASING, 5.8 METERS (19 FT)
 DV1377'NORTHWEST OF THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING NORTHEAST,
 DV1377'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 16 FEET.
 DV1377'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 DV1377'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1395 ***********************************************************************
 DV1395  DESIGNATION -  N 478
 DV1395  PID         -  DV1395
 DV1395  STATE/COUNTY-  AZ/LA PAZ
 DV1395  USGS QUAD   -  BEAR HILLS (1990)
 DV1395
 DV1395                         *CURRENT SURVEY CONTROL
 DV1395  ___________________________________________________________________
 DV1395* NAD 83(1986)-  33 41 05.     (N)    113 55 40.     (W)     SCALED    
 DV1395* NAVD 88     -       400.611  (meters)    1314.34   (feet)  ADJUSTED  
 DV1395  ___________________________________________________________________
 DV1395  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV1395  DYNAMIC HT  -         400.154 (meters)    1312.84  (feet)  COMP
 DV1395  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 DV1395
 DV1395  VERT ORDER  -  FIRST     CLASS II
 DV1395
 DV1395.The horizontal coordinates were scaled from a topographic map and have
 DV1395.an estimated accuracy of +/- 6 seconds.
 DV1395
 DV1395.The orthometric height was determined by differential leveling
 DV1395.and adjusted in June 1991.
 DV1395
 DV1395.The geoid height was determined by GEOID03.
 DV1395
 DV1395.The dynamic height is computed by dividing the NAVD 88
 DV1395.geopotential number by the normal gravity value computed on the
 DV1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1395.degrees latitude (g = 980.6199 gals.).
 DV1395
 DV1395.The modeled gravity was interpolated from observed gravity values.
 DV1395
 DV1395;                    North         East    Units  Estimated Accuracy
 DV1395;SPC AZ W     -   297,710.      196,880.      MT  (+/- 180 meters Scaled)
 DV1395
 DV1395                          SUPERSEDED SURVEY CONTROL
 DV1395
 DV1395.No superseded survey control is available for this station.
 DV1395
 DV1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC285310(NAD 83)
 DV1395_MARKER: DB = BENCH MARK DISK
 DV1395_SETTING: 66 = SET IN ROCK OUTCROP
 DV1395_SP_SET: ROCK OUTCROP
 DV1395_STAMPING: N 478 1981
 DV1395_MARK LOGO: NGS   
 DV1395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1395+STABILITY: POSITION/ELEVATION WELL
 DV1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1395+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 DV1395
 DV1395  HISTORY     - Date     Condition        Report By
 DV1395  HISTORY     - 1981     MONUMENTED       NGS
 DV1395  HISTORY     - 20080209 GOOD             GEOCAC
 DV1395
 DV1395                          STATION DESCRIPTION
 DV1395
 DV1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1395'33.1 KM (20.55 MI) SW FROM SALOME.
 DV1395'33.1 KM (20.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 DV1395'OF SALOME ROAD IN SALOME, 1.7 KM (1.05 MI) NORTHWEST OF THE BRENDA
 DV1395'SERVICE STATION, 0.5 KM (0.3 MI) NORTHEAST OF HIGHWAY MILEPOST 36, ON
 DV1395'THE EAST SIDE OF A ROCKY KNOLL, SET IN TOP OF A 2 X 4 FOOT SLIGHTLY
 DV1395'FRACTURED, FLAT AREA OF OUTCROP, 30.5 METERS (100 FT) NORTHWEST OF THE
 DV1395'CENTERLINE OF THE HIGHWAY, 35.2 METERS (115 FT) SOUTH-SOUTHWEST OF A
 DV1395'WHITE ANGLE IRON HIGHWAY RIGHT-OF-WAY MARKER NUMBER P.O.T. 1963+00.00,
 DV1395'3.0 METERS (9.0 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 DV1395'THE MARK IS 0.25 METERS  SE FROM A WITNESS POST.
 DV1395'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DV1395
 DV1395                          STATION RECOVERY (2008)
 DV1395
 DV1395'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1297 ***********************************************************************
 DW1297  DESIGNATION -  N 479
 DW1297  PID         -  DW1297
 DW1297  STATE/COUNTY-  AZ/LA PAZ
 DW1297  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1297
 DW1297                         *CURRENT SURVEY CONTROL
 DW1297  ___________________________________________________________________
 DW1297* NAD 83(1986)-  33 38 51.     (N)    114 22 23.     (W)     SCALED    
 DW1297* NAVD 88     -       312.161  (meters)    1024.15   (feet)  ADJUSTED  
 DW1297  ___________________________________________________________________
 DW1297  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DW1297  DYNAMIC HT  -         311.813 (meters)    1023.01  (feet)  COMP
 DW1297  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 DW1297
 DW1297  VERT ORDER  -  FIRST     CLASS II
 DW1297
 DW1297.The horizontal coordinates were scaled from a topographic map and have
 DW1297.an estimated accuracy of +/- 6 seconds.
 DW1297
 DW1297.The orthometric height was determined by differential leveling
 DW1297.and adjusted in June 1991.
 DW1297
 DW1297.The geoid height was determined by GEOID03.
 DW1297
 DW1297.The dynamic height is computed by dividing the NAVD 88
 DW1297.geopotential number by the normal gravity value computed on the
 DW1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1297.degrees latitude (g = 980.6199 gals.).
 DW1297
 DW1297.The modeled gravity was interpolated from observed gravity values.
 DW1297
 DW1297;                    North         East    Units  Estimated Accuracy
 DW1297;SPC AZ W     -   293,740.      155,570.      MT  (+/- 180 meters Scaled)
 DW1297
 DW1297                          SUPERSEDED SURVEY CONTROL
 DW1297
 DW1297.No superseded survey control is available for this station.
 DW1297
 DW1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT436261(NAD 83)
 DW1297_MARKER: DB = BENCH MARK DISK
 DW1297_SETTING: 66 = SET IN ROCK OUTCROP
 DW1297_SP_SET: ROCK OUTCROP
 DW1297_STAMPING: N 479 1981
 DW1297_MARK LOGO: NGS   
 DW1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1297+STABILITY: POSITION/ELEVATION WELL
 DW1297
 DW1297  HISTORY     - Date     Condition        Report By
 DW1297  HISTORY     - 1981     MONUMENTED       NGS
 DW1297
 DW1297                          STATION DESCRIPTION
 DW1297
 DW1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1297'16.0 KM (9.95 MI) EAST FROM EHRENBERG.
 DW1297'16.0 KM (9.95 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END
 DW1297'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.4 KM
 DW1297'(0.25 MI) WEST OF HIGHWAY MILEPOST 10, AT AN OUTCROP CUT FOR THE
 DW1297'EAST-BOUND LANES OF THE HIGHWAY, SET IN TOP OF A GRANITE OUTCROP ON
 DW1297'THE NORTH END OF A PROTRUDING OUTCROP, 9.8 METERS (32.0 FT) SOUTH OF
 DW1297'THE CENTERLINE OF THE EAST-BOUND LANES, 56.1 METERS (184 FT) EAST OF
 DW1297'THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH, 31.7 METERS (104 FT)
 DW1297'EAST OF THE WEST END OF A CONCRETE GUARDRAIL ALONG THE CUT, 1.85
 DW1297'METERS (6.1 FT) SOUTH OF THE SOUTH EDGE OF THE GUARDRAIL, 1.0 METERS
 DW1297'(3.3 FT) ABOVE THE EAST-BOUND LANES.
 DW1297'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 DW1297'THE MARK IS ABOVE LEVEL WITH THE TOP OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0176 ***********************************************************************
 ER0176  DESIGNATION -  N 48
 ER0176  PID         -  ER0176
 ER0176  STATE/COUNTY-  AZ/APACHE
 ER0176  USGS QUAD   -  WILD COW LAKE (1978)
 ER0176
 ER0176                         *CURRENT SURVEY CONTROL
 ER0176  ___________________________________________________________________
 ER0176* NAD 83(1986)-  34 57 18.     (N)    109 09 54.     (W)     SCALED    
 ER0176* NAVD 88     -      1971.526  (meters)    6468.25   (feet)  ADJUSTED  
 ER0176  ___________________________________________________________________
 ER0176  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ER0176  DYNAMIC HT  -        1968.655 (meters)    6458.83  (feet)  COMP
 ER0176  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 ER0176
 ER0176  VERT ORDER  -  SECOND    CLASS 0
 ER0176
 ER0176.The horizontal coordinates were scaled from a topographic map and have
 ER0176.an estimated accuracy of +/- 6 seconds.
 ER0176
 ER0176.The orthometric height was determined by differential leveling
 ER0176.and adjusted in June 1991.
 ER0176
 ER0176.The geoid height was determined by GEOID03.
 ER0176
 ER0176.The dynamic height is computed by dividing the NAVD 88
 ER0176.geopotential number by the normal gravity value computed on the
 ER0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0176.degrees latitude (g = 980.6199 gals.).
 ER0176
 ER0176.The modeled gravity was interpolated from observed gravity values.
 ER0176
 ER0176;                    North         East    Units  Estimated Accuracy
 ER0176;SPC AZ E     -   439,040.      304,840.      MT  (+/- 180 meters Scaled)
 ER0176
 ER0176                          SUPERSEDED SURVEY CONTROL
 ER0176
 ER0176  NGVD 29 (??/??/92) 1970.556  (m)         6465.07   (f) ADJ UNCH    2 0
 ER0176
 ER0176.Superseded values are not recommended for survey control.
 ER0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0176.See file dsdata.txt to determine how the superseded data were derived.
 ER0176
 ER0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD675695(NAD 83)
 ER0176_MARKER: DB = BENCH MARK DISK
 ER0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0176_STAMPING: N 48 1936
 ER0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0176+STABILITY: SURFACE MOTION
 ER0176
 ER0176  HISTORY     - Date     Condition        Report By
 ER0176  HISTORY     - 1936     MONUMENTED       CGS
 ER0176  HISTORY     - 1959     GOOD             NGS
 ER0176
 ER0176                          STATION DESCRIPTION
 ER0176
 ER0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ER0176'20.4 MI SW FROM ZUNI, NM.
 ER0176'TO REACH FROM ZUNI PUEBLO, GO SOUTHWEST ALONG NEW MEX. STATE HIGHWAY
 ER0176'53 AND ARIZONA STATE HIGHWAY 61 FOR ABOUT 18 MILES TO THE F.A.A. OMNI
 ER0176'RANGE INSTALLATION ON THE NORTH SIDE OF THE ROAD.  CONTINUE ON HIGHWAY
 ER0176'FOR ABOUT 1000 FEET TO THE POINT WHERE THE PAVED HIGHWAY BEARS TO THE
 ER0176'LEFT AND THE REMNANTS OF THE ABANDONED ROAD CONTINUE STRAIGHT. FOLLOW
 ER0176'THE ABANDONED ROAD FOR 0.75 MILES TO THE BOTTOM OF A GULLY. HERE A BY
 ER0176'PASS LEADS AROUND THE HEAD OF THE DRAW AND THE MARK IS LOCATED NEAR
 ER0176'THE JUNCTION OF THE ABANDONED ROAD AND THE BYPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0758 ***********************************************************************
 ET0758  DESIGNATION -  N 480
 ET0758  PID         -  ET0758
 ET0758  STATE/COUNTY-  AZ/LA PAZ
 ET0758  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0758
 ET0758                         *CURRENT SURVEY CONTROL
 ET0758  ___________________________________________________________________
 ET0758* NAD 83(1986)-  34 06 22.     (N)    113 32 54.     (W)     SCALED    
 ET0758* NAVD 88     -       597.059  (meters)    1958.85   (feet)  ADJUSTED  
 ET0758  ___________________________________________________________________
 ET0758  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ET0758  DYNAMIC HT  -         596.377 (meters)    1956.61  (feet)  COMP
 ET0758  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 ET0758  OBS GRAVITY -     979,474.3   (mgal)                       GRAV_OBS
 ET0758
 ET0758  VERT ORDER  -  FIRST     CLASS II
 ET0758
 ET0758.The horizontal coordinates were scaled from a topographic map and have
 ET0758.an estimated accuracy of +/- 6 seconds.
 ET0758
 ET0758.The orthometric height was determined by differential leveling
 ET0758.and adjusted in June 1991.
 ET0758
 ET0758.The geoid height was determined by GEOID03.
 ET0758
 ET0758.The dynamic height is computed by dividing the NAVD 88
 ET0758.geopotential number by the normal gravity value computed on the
 ET0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0758.degrees latitude (g = 980.6199 gals.).
 ET0758
 ET0758.The modeled gravity was interpolated from observed gravity values.
 ET0758.The observed gravity was obtained from relative gravimeter ties
 ET0758.to the IGSN71 gravity network.
 ET0758
 ET0758;                    North         East    Units  Estimated Accuracy
 ET0758;SPC AZ W     -   344,450.      231,970.      MT  (+/- 180 meters Scaled)
 ET0758
 ET0758                          SUPERSEDED SURVEY CONTROL
 ET0758
 ET0758.No superseded survey control is available for this station.
 ET0758
 ET0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC649768(NAD 83)
 ET0758_MARKER: I = METAL ROD
 ET0758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0758_SP_SET: STAINLESS STEEL ROD
 ET0758_STAMPING: N 480 1981
 ET0758_MARK LOGO: NGS   
 ET0758_PROJECTION: FLUSH
 ET0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0758+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0758_ROD/PIPE-DEPTH: 1.3  meters
 ET0758
 ET0758  HISTORY     - Date     Condition        Report By
 ET0758  HISTORY     - 1981     MONUMENTED       NGS
 ET0758  HISTORY     - 19990306 GOOD             USPSQD
 ET0758  HISTORY     - 20070210 GOOD             USPSQD
 ET0758  HISTORY     - 20081016 GOOD             GEOCAC
 ET0758
 ET0758                          STATION DESCRIPTION
 ET0758
 ET0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0758'33.7 KM (20.95 MI) NORT FROM WENDEN.
 ET0758'33.7 KM (20.95 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0758'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.8 KM (0.5 MI) SOUTH OF THE
 ET0758'SOUTH END OF A ROAD CURVE, 0.6 KM (0.4 MI) NORTH OF THE TOP OF A
 ET0758'PROMINENT RISE IN THE ROAD, APPROXIMATELY 75 PACES NORTH OF THE
 ET0758'CENTERLINE OF A WASH, 22.9 METERS (75.0 FT) WEST OF THE CENTERLINE OF
 ET0758'THE ROAD, 31.4 METERS (103 FT) NORTHWEST OF A 4-INCH PIPE PROJECTING 2
 ET0758'FEET FOR GAGING WATER DEPTH ON THE NORTH EDGE OF THE WASH.
 ET0758'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 ET0758'THE MARK IS 0.3 M ABOVE THE ROAD.
 ET0758
 ET0758                          STATION RECOVERY (1999)
 ET0758
 ET0758'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0758'RECOVERED IN GOOD CONDITION.
 ET0758
 ET0758                          STATION RECOVERY (2007)
 ET0758
 ET0758'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0758'RECOVERED AS DESCRIBED.
 ET0758
 ET0758                          STATION RECOVERY (2008)
 ET0758
 ET0758'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0758'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF
 ET0758'N 34 06.387' W 113 32.876'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0810 ***********************************************************************
 ET0810  DESIGNATION -  N 481
 ET0810  PID         -  ET0810
 ET0810  STATE/COUNTY-  AZ/MOHAVE
 ET0810  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0810
 ET0810                         *CURRENT SURVEY CONTROL
 ET0810  ___________________________________________________________________
 ET0810* NAD 83(1986)-  34 33 31.     (N)    113 45 57.     (W)     SCALED    
 ET0810* NAVD 88     -       895.529  (meters)    2938.08   (feet)  ADJUSTED  
 ET0810  ___________________________________________________________________
 ET0810  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ET0810  DYNAMIC HT  -         894.467 (meters)    2934.60  (feet)  COMP
 ET0810  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 ET0810  OBS GRAVITY -     979,420.1   (mgal)                       GRAV_OBS
 ET0810
 ET0810  VERT ORDER  -  FIRST     CLASS II
 ET0810
 ET0810.The horizontal coordinates were scaled from a topographic map and have
 ET0810.an estimated accuracy of +/- 6 seconds.
 ET0810
 ET0810.The orthometric height was determined by differential leveling
 ET0810.and adjusted in June 1991.
 ET0810
 ET0810.The geoid height was determined by GEOID03.
 ET0810
 ET0810.The dynamic height is computed by dividing the NAVD 88
 ET0810.geopotential number by the normal gravity value computed on the
 ET0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0810.degrees latitude (g = 980.6199 gals.).
 ET0810
 ET0810.The modeled gravity was interpolated from observed gravity values.
 ET0810.The observed gravity was obtained from relative gravimeter ties
 ET0810.to the IGSN71 gravity network.
 ET0810
 ET0810;                    North         East    Units  Estimated Accuracy
 ET0810;SPC AZ W     -   394,630.      211,910.      MT  (+/- 180 meters Scaled)
 ET0810
 ET0810                          SUPERSEDED SURVEY CONTROL
 ET0810
 ET0810.No superseded survey control is available for this station.
 ET0810
 ET0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD462275(NAD 83)
 ET0810_MARKER: I = METAL ROD
 ET0810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0810_SP_SET: STAINLESS STEEL ROD
 ET0810_STAMPING: N 481 1981
 ET0810_MARK LOGO: NGS   
 ET0810_PROJECTION: FLUSH
 ET0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0810_ROD/PIPE-DEPTH: 3.9  meters
 ET0810
 ET0810  HISTORY     - Date     Condition        Report By
 ET0810  HISTORY     - 1981     MONUMENTED       NGS
 ET0810
 ET0810                          STATION DESCRIPTION
 ET0810
 ET0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0810'50.9 KM (31.65 MI) SE FROM YUCCA.
 ET0810'50.9 KM (31.65 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0810'INTERSTATE HIGHWAY 40 IN YUCCA, 1.1 KM (0.7 MI) NORTHWEST OF A WATER
 ET0810'TANK AND CORRAL, SET ON THE SUMMIT OF A SMALL, LONE HILL ACROSS THE
 ET0810'ROAD FROM THE SOUTHEAST END OF A FLAT BETWEEN RIDGES, 24.7 METERS
 ET0810'(81.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 ET0810'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 ET0810'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0789 ***********************************************************************
 ET0789  DESIGNATION -  N 482
 ET0789  PID         -  ET0789
 ET0789  STATE/COUNTY-  AZ/MOHAVE
 ET0789  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0789
 ET0789                         *CURRENT SURVEY CONTROL
 ET0789  ___________________________________________________________________
 ET0789* NAD 83(1986)-  34 18 11.     (N)    113 38 37.     (W)     SCALED    
 ET0789* NAVD 88     -       478.243  (meters)    1569.04   (feet)  ADJUSTED  
 ET0789  ___________________________________________________________________
 ET0789  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ET0789  DYNAMIC HT  -         477.703 (meters)    1567.26  (feet)  COMP
 ET0789  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 ET0789  OBS GRAVITY -     979,493.1   (mgal)                       GRAV_OBS
 ET0789
 ET0789  VERT ORDER  -  FIRST     CLASS II
 ET0789
 ET0789.The horizontal coordinates were scaled from a topographic map and have
 ET0789.an estimated accuracy of +/- 6 seconds.
 ET0789
 ET0789.The orthometric height was determined by differential leveling
 ET0789.and adjusted in June 1991.
 ET0789
 ET0789.The geoid height was determined by GEOID03.
 ET0789
 ET0789.The dynamic height is computed by dividing the NAVD 88
 ET0789.geopotential number by the normal gravity value computed on the
 ET0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0789.degrees latitude (g = 980.6199 gals.).
 ET0789
 ET0789.The modeled gravity was interpolated from observed gravity values.
 ET0789.The observed gravity was obtained from relative gravimeter ties
 ET0789.to the IGSN71 gravity network.
 ET0789
 ET0789;                    North         East    Units  Estimated Accuracy
 ET0789;SPC AZ W     -   366,280.      223,150.      MT  (+/- 180 meters Scaled)
 ET0789
 ET0789                          SUPERSEDED SURVEY CONTROL
 ET0789
 ET0789.No superseded survey control is available for this station.
 ET0789
 ET0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC567989(NAD 83)
 ET0789_MARKER: DB = BENCH MARK DISK
 ET0789_SETTING: 66 = SET IN ROCK OUTCROP
 ET0789_SP_SET: ROCK OUTCROP
 ET0789_STAMPING: N 482 1981
 ET0789_MARK LOGO: NGS   
 ET0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0789+STABILITY: POSITION/ELEVATION WELL
 ET0789
 ET0789  HISTORY     - Date     Condition        Report By
 ET0789  HISTORY     - 1981     MONUMENTED       NGS
 ET0789
 ET0789                          STATION DESCRIPTION
 ET0789
 ET0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0789'85.9 KM (53.4 MI) SE FROM YUCCA.
 ET0789'85.9 KM (53.4 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0789'INTERSTATE HIGHWAY 40 IN YUCCA, SET IN THE TOE OF A LIGHT BROWN
 ET0789'SANDSTONE OUTCROP ON THE SOUTHEAST SIDE OF A DRY WASH, 52.4 METERS
 ET0789'(172 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 6.3 METERS (20.5 FT)
 ET0789'SOUTHWEST OF THE CENTERLINE OF A RAVINE WITH AN OUTCROP FLOOR, 1.5
 ET0789'METERS (5.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP TOE.
 ET0789'THE MARK IS 0.5 METERS  WSW FROM A WITNESS POST.
 ET0789'THE MARK IS 0.9 M ABOVE THE WASH BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0897 ***********************************************************************
 FS0897  DESIGNATION -  N 484
 FS0897  PID         -  FS0897
 FS0897  STATE/COUNTY-  AZ/MOHAVE
 FS0897  USGS QUAD   -  KINGMAN SE (1980)
 FS0897
 FS0897                         *CURRENT SURVEY CONTROL
 FS0897  ___________________________________________________________________
 FS0897* NAD 83(1986)-  35 05 18.     (N)    114 07 14.     (W)     SCALED    
 FS0897* NAVD 88     -       800.583  (meters)    2626.58   (feet)  ADJUSTED  
 FS0897  ___________________________________________________________________
 FS0897  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FS0897  DYNAMIC HT  -         799.664 (meters)    2623.56  (feet)  COMP
 FS0897  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 FS0897
 FS0897  VERT ORDER  -  FIRST     CLASS II
 FS0897
 FS0897.The horizontal coordinates were scaled from a topographic map and have
 FS0897.an estimated accuracy of +/- 6 seconds.
 FS0897
 FS0897.The orthometric height was determined by differential leveling
 FS0897.and adjusted in June 1991.
 FS0897
 FS0897.The geoid height was determined by GEOID03.
 FS0897
 FS0897.The dynamic height is computed by dividing the NAVD 88
 FS0897.geopotential number by the normal gravity value computed on the
 FS0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0897.degrees latitude (g = 980.6199 gals.).
 FS0897
 FS0897.The modeled gravity was interpolated from observed gravity values.
 FS0897
 FS0897;                    North         East    Units  Estimated Accuracy
 FS0897;SPC AZ W     -   453,450.      179,570.      MT  (+/- 180 meters Scaled)
 FS0897
 FS0897                          SUPERSEDED SURVEY CONTROL
 FS0897
 FS0897.No superseded survey control is available for this station.
 FS0897
 FS0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625866(NAD 83)
 FS0897_MARKER: DB = BENCH MARK DISK
 FS0897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0897_SP_SET: HEADWALL
 FS0897_STAMPING: N 484 1981
 FS0897_MARK LOGO: NGS   
 FS0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0897
 FS0897  HISTORY     - Date     Condition        Report By
 FS0897  HISTORY     - 1981     MONUMENTED       NGS
 FS0897
 FS0897                          STATION DESCRIPTION
 FS0897
 FS0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0897'13.8 KM (8.6 MI) SW FROM KINGMAN.
 FS0897'13.8 KM (8.6 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0897'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, 0.2 KM
 FS0897'(0.1 MI) NORTHWEST OF MILEPOST 41, IN TOP OF THE NORTHWEST END OF THE
 FS0897'NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT, 4.9 METERS (16 FT)
 FS0897'NORTHWEST OF THE CENTERLINE OF THE WEST LANES.
 FS0897'THE MARK IS 0.6 M BELOW THE WEST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0964 ***********************************************************************
 FS0964  DESIGNATION -  N 485
 FS0964  PID         -  FS0964
 FS0964  STATE/COUNTY-  AZ/MOHAVE
 FS0964  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0964
 FS0964                         *CURRENT SURVEY CONTROL
 FS0964  ___________________________________________________________________
 FS0964* NAD 83(1986)-  35 54 22.     (N)    114 37 55.     (W)     SCALED    
 FS0964* NAVD 88     -       612.182  (meters)    2008.47   (feet)  ADJUSTED  
 FS0964  ___________________________________________________________________
 FS0964  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0964  DYNAMIC HT  -         611.567 (meters)    2006.45  (feet)  COMP
 FS0964  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 FS0964
 FS0964  VERT ORDER  -  FIRST     CLASS II
 FS0964
 FS0964.The horizontal coordinates were scaled from a topographic map and have
 FS0964.an estimated accuracy of +/- 6 seconds.
 FS0964
 FS0964.The orthometric height was determined by differential leveling
 FS0964.and adjusted in June 1991.
 FS0964
 FS0964.The geoid height was determined by GEOID03.
 FS0964
 FS0964.The dynamic height is computed by dividing the NAVD 88
 FS0964.geopotential number by the normal gravity value computed on the
 FS0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0964.degrees latitude (g = 980.6199 gals.).
 FS0964
 FS0964.The modeled gravity was interpolated from observed gravity values.
 FS0964
 FS0964;                    North         East    Units  Estimated Accuracy
 FS0964;SPC AZ W     -   544,470.      133,750.      MT  (+/- 180 meters Scaled)
 FS0964
 FS0964                          SUPERSEDED SURVEY CONTROL
 FS0964
 FS0964.No superseded survey control is available for this station.
 FS0964
 FS0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV136761(NAD 83)
 FS0964_MARKER: DB = BENCH MARK DISK
 FS0964_SETTING: 80 = SET IN A BOULDER
 FS0964_SP_SET: BOULDER
 FS0964_STAMPING: N 485 1981
 FS0964_MARK LOGO: NGS   
 FS0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0964+STABILITY: SURFACE MOTION
 FS0964
 FS0964  HISTORY     - Date     Condition        Report By
 FS0964  HISTORY     - 1981     MONUMENTED       NGS
 FS0964
 FS0964                          STATION DESCRIPTION
 FS0964
 FS0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0964'17.65 KM (10.95 MI) SE FROM HOOVER DAM.
 FS0964'17.65 KM (10.95 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0964'END OF HOOVER DAM, IN TOP OF A BOULDER, 0.15 KM (0.1 MI) NORTH OF
 FS0964'MILEPOST 11, 114.6 METERS (376 FT) SOUTH OF THE NORTH END OF A DIRT
 FS0964'AND ROCK CUT, 11.7 METERS (38 FT) EAST OF THE CENTERLINE OF THE
 FS0964'HIGHWAY.
 FS0964'THE MARK IS 0.5 METERS  ESE FROM A WITNESS POST.
 FS0964'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0910 ***********************************************************************
 FS0910  DESIGNATION -  N 486
 FS0910  PID         -  FS0910
 FS0910  STATE/COUNTY-  AZ/MOHAVE
 FS0910  USGS QUAD   -  KINGMAN (1980)
 FS0910
 FS0910                         *CURRENT SURVEY CONTROL
 FS0910  ___________________________________________________________________
 FS0910* NAD 83(1986)-  35 11 51.     (N)    114 01 39.     (W)     SCALED    
 FS0910* NAVD 88     -      1069.799  (meters)    3509.83   (feet)  ADJUSTED  
 FS0910  ___________________________________________________________________
 FS0910  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0910  DYNAMIC HT  -        1068.532 (meters)    3505.68  (feet)  COMP
 FS0910  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 FS0910
 FS0910  VERT ORDER  -  FIRST     CLASS II
 FS0910
 FS0910.The horizontal coordinates were scaled from a topographic map and have
 FS0910.an estimated accuracy of +/- 6 seconds.
 FS0910
 FS0910.The orthometric height was determined by differential leveling
 FS0910.and adjusted in June 1991.
 FS0910
 FS0910.The geoid height was determined by GEOID03.
 FS0910
 FS0910.The dynamic height is computed by dividing the NAVD 88
 FS0910.geopotential number by the normal gravity value computed on the
 FS0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0910.degrees latitude (g = 980.6199 gals.).
 FS0910
 FS0910.The modeled gravity was interpolated from observed gravity values.
 FS0910
 FS0910;                    North         East    Units  Estimated Accuracy
 FS0910;SPC AZ W     -   465,530.      188,090.      MT  (+/- 180 meters Scaled)
 FS0910
 FS0910                          SUPERSEDED SURVEY CONTROL
 FS0910
 FS0910.No superseded survey control is available for this station.
 FS0910
 FS0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU706989(NAD 83)
 FS0910_MARKER: DB = BENCH MARK DISK
 FS0910_SETTING: 66 = SET IN ROCK OUTCROP
 FS0910_SP_SET: ROCK OUTCROP
 FS0910_STAMPING: N 486 1982
 FS0910_MARK LOGO: NGS   
 FS0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0910+STABILITY: POSITION/ELEVATION WELL
 FS0910
 FS0910  HISTORY     - Date     Condition        Report By
 FS0910  HISTORY     - 1982     MONUMENTED       NGS
 FS0910
 FS0910                          STATION DESCRIPTION
 FS0910
 FS0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0910'3.4 KM (2.1 MI) NE FROM KINGMAN.
 FS0910'3.4 KM (2.1 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0910'RAILROAD FROM THE STATION AT KINGMAN, AT US HIGHWAY MILE POST NUMBER
 FS0910'55, 32.9 METERS (108 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 FS0910'FAIRGROUNDS BLVD, 3.0 METERS (10 FT) NORTHWEST OF THE NORTHWEST RAIL,
 FS0910'7.9 METERS (26.0 FT) SOUTHEAST OF THE CENTERLINE OF AN ACCESS ROAD,
 FS0910'SET IN TOP OF A MASSIVE PORTION OF EXPOSED OUTCROP NEAR THE CENTER OF
 FS0910'A RAILROAD CUT.
 FS0910'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FS0910'THE MARK IS 0.6 M ABOVE THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0716 ***********************************************************************
 FR0716  DESIGNATION -  N 487
 FR0716  PID         -  FR0716
 FR0716  STATE/COUNTY-  AZ/MOHAVE
 FR0716  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0716
 FR0716                         *CURRENT SURVEY CONTROL
 FR0716  ___________________________________________________________________
 FR0716* NAD 83(1986)-  35 30 36.     (N)    113 30 40.     (W)     SCALED    
 FR0716* NAVD 88     -      1392.729  (meters)    4569.31   (feet)  ADJUSTED  
 FR0716  ___________________________________________________________________
 FR0716  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FR0716  DYNAMIC HT  -        1391.001 (meters)    4563.64  (feet)  COMP
 FR0716  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 FR0716
 FR0716  VERT ORDER  -  FIRST     CLASS II
 FR0716
 FR0716.The horizontal coordinates were scaled from a topographic map and have
 FR0716.an estimated accuracy of +/- 6 seconds.
 FR0716
 FR0716.The orthometric height was determined by differential leveling
 FR0716.and adjusted in June 1991.
 FR0716
 FR0716.The geoid height was determined by GEOID03.
 FR0716
 FR0716.The dynamic height is computed by dividing the NAVD 88
 FR0716.geopotential number by the normal gravity value computed on the
 FR0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0716.degrees latitude (g = 980.6199 gals.).
 FR0716
 FR0716.The modeled gravity was interpolated from observed gravity values.
 FR0716
 FR0716;                    North         East    Units  Estimated Accuracy
 FR0716;SPC AZ W     -   500,190.      235,030.      MT  (+/- 180 meters Scaled)
 FR0716
 FR0716                          SUPERSEDED SURVEY CONTROL
 FR0716
 FR0716.No superseded survey control is available for this station.
 FR0716
 FR0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE722325(NAD 83)
 FR0716_MARKER: I = METAL ROD
 FR0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0716_SP_SET: STAINLESS STEEL ROD
 FR0716_STAMPING: N 487 1982
 FR0716_MARK LOGO: NGS   
 FR0716_PROJECTION: FLUSH
 FR0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0716_ROD/PIPE-DEPTH: 2.1  meters
 FR0716
 FR0716  HISTORY     - Date     Condition        Report By
 FR0716  HISTORY     - 1982     MONUMENTED       NGS
 FR0716
 FR0716                          STATION DESCRIPTION
 FR0716
 FR0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0716'8.5 KM (5.3 MI) SW FROM PEACH SPRINGS.
 FR0716'8.5 KM (5.3 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0716'AT PEACH SPRINGS, AT MILEPOST 98, 32.3 METERS (10.6 FEET) SOUTHEAST OF
 FR0716'THE CENTERLINE OF THE HIGHWAY, 82.2 METERS (270.0 FEET) SOUTH OF THE
 FR0716'SOUTHEAST END OF A 36-INCH METAL PIPE CULVERT, 0.3 METER (1.0 FOOT)
 FR0716'NORTHWEST OF A FENCE, 0.6 METER (2 FEET) NORTHEAST OF A WHITE STEEL
 FR0716'RIGHT-OF-WAY WITNESS POST, DRIVEN TO REFUSSAL.
 FR0716'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FR0716'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0741 ***********************************************************************
 FR0741  DESIGNATION -  N 488
 FR0741  PID         -  FR0741
 FR0741  STATE/COUNTY-  AZ/YAVAPAI
 FR0741  USGS QUAD   -  YAMPAI (1981)
 FR0741
 FR0741                         *CURRENT SURVEY CONTROL
 FR0741  ___________________________________________________________________
 FR0741* NAD 83(1986)-  35 29 13.     (N)    113 09 07.     (W)     SCALED    
 FR0741* NAVD 88     -      1604.674  (meters)    5264.67   (feet)  ADJUSTED  
 FR0741  ___________________________________________________________________
 FR0741  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FR0741  DYNAMIC HT  -        1602.606 (meters)    5257.88  (feet)  COMP
 FR0741  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 FR0741
 FR0741  VERT ORDER  -  FIRST     CLASS II
 FR0741
 FR0741.The horizontal coordinates were scaled from a topographic map and have
 FR0741.an estimated accuracy of +/- 6 seconds.
 FR0741
 FR0741.The orthometric height was determined by differential leveling
 FR0741.and adjusted in June 1991.
 FR0741
 FR0741.The geoid height was determined by GEOID03.
 FR0741
 FR0741.The dynamic height is computed by dividing the NAVD 88
 FR0741.geopotential number by the normal gravity value computed on the
 FR0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0741.degrees latitude (g = 980.6199 gals.).
 FR0741
 FR0741.The modeled gravity was interpolated from observed gravity values.
 FR0741
 FR0741;                    North         East    Units  Estimated Accuracy
 FR0741;SPC AZ C     -   498,290.      101,270.      MT  (+/- 180 meters Scaled)
 FR0741
 FR0741                          SUPERSEDED SURVEY CONTROL
 FR0741
 FR0741.No superseded survey control is available for this station.
 FR0741
 FR0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE047291(NAD 83)
 FR0741_MARKER: DB = BENCH MARK DISK
 FR0741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0741_SP_SET: HEADWALL
 FR0741_STAMPING: N 488 1982
 FR0741_MARK LOGO: NGS   
 FR0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0741+STABILITY: SURFACE MOTION
 FR0741
 FR0741  HISTORY     - Date     Condition        Report By
 FR0741  HISTORY     - 1982     MONUMENTED       NGS
 FR0741
 FR0741                          STATION DESCRIPTION
 FR0741
 FR0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0741'31.2 KM (19.4 MI) EAST FROM PEACH SPRINGS.
 FR0741'31.2 KM (19.4 MI) EAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0741'PEACH SPRINGS, 0.4 KM (0.25 MI) WEST OF MILEPOST 121, AT A 10 BY 30
 FR0741'FOOT CONCRETE BOX CULVERT, IN TOP OF THE SOUTH HEADWALL, 1.2 METERS (4
 FR0741'FT) WEST OF THE EAST END, 7.3 METERS (24 FT) SOUTH OF THE CENTERLINE
 FR0741'OF THE HIGHWAY, 0.9 METER (3 FT) SOUTH OF THE GUARD RAIL.
 FR0741'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0778 ***********************************************************************
 FR0778  DESIGNATION -  N 489
 FR0778  PID         -  FR0778
 FR0778  STATE/COUNTY-  AZ/COCONINO
 FR0778  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0778
 FR0778                         *CURRENT SURVEY CONTROL
 FR0778  ___________________________________________________________________
 FR0778* NAD 83(1986)-  35 14 26.     (N)    112 13 01.     (W)     SCALED    
 FR0778* NAVD 88     -      2096.026  (meters)    6876.71   (feet)  ADJUSTED  
 FR0778  ___________________________________________________________________
 FR0778  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FR0778  DYNAMIC HT  -        2093.075 (meters)    6867.03  (feet)  COMP
 FR0778  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 FR0778
 FR0778  VERT ORDER  -  FIRST     CLASS II
 FR0778
 FR0778.The horizontal coordinates were scaled from a topographic map and have
 FR0778.an estimated accuracy of +/- 6 seconds.
 FR0778
 FR0778.The orthometric height was determined by differential leveling
 FR0778.and adjusted in June 1991.
 FR0778
 FR0778.The geoid height was determined by GEOID03.
 FR0778
 FR0778.The dynamic height is computed by dividing the NAVD 88
 FR0778.geopotential number by the normal gravity value computed on the
 FR0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0778.degrees latitude (g = 980.6199 gals.).
 FR0778
 FR0778.The modeled gravity was interpolated from observed gravity values.
 FR0778
 FR0778;                    North         East    Units  Estimated Accuracy
 FR0778;SPC AZ C     -   470,300.      186,030.      MT  (+/- 180 meters Scaled)
 FR0778
 FR0778                          SUPERSEDED SURVEY CONTROL
 FR0778
 FR0778.No superseded survey control is available for this station.
 FR0778
 FR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE892003(NAD 83)
 FR0778_MARKER: DB = BENCH MARK DISK
 FR0778_SETTING: 66 = SET IN ROCK OUTCROP
 FR0778_SP_SET: ROCK OUTCROP
 FR0778_STAMPING: N 489 1982
 FR0778_MARK LOGO: NGS   
 FR0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0778+STABILITY: POSITION/ELEVATION WELL
 FR0778
 FR0778  HISTORY     - Date     Condition        Report By
 FR0778  HISTORY     - 1982     MONUMENTED       NGS
 FR0778
 FR0778                          STATION DESCRIPTION
 FR0778
 FR0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0778'2.8 KM (1.8 MI) WEST FROM WILLIAMS.
 FR0778'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0778'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 0.6 KM (0.4 MI) WEST
 FR0778'ALONG WHAT SHOULD BE A FRONTAGE (AREA NOW UNDER CONSTRUCTION) ROAD,
 FR0778'0.6 KM (0.4 MI) SOUTHWEST OF INTERSTATE HIGHWAY 40 OVERPASS, 0.2 KM
 FR0778'(0.1 MI) NORTHEAST OF A ROAD LEADING SOUTH TO CAMP CLOVER RANGER
 FR0778'STATION, IN TOP OF A 3 BY 4 FOOT PORTION OF EXPOSSED OUTCROP
 FR0778'PROJECTING 2 FEET ABOVE THE GROUND, 39.6 METERS (130 FT) SOUTHEAST OF
 FR0778'THE CENTERLINE OF THE OFF RAMP, 60.9 METERS (200 FT) SOUTHEAST OF THE
 FR0778'CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 9.1 METERS (30 FT)
 FR0778'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 21.3 METERS (70 FT)
 FR0778'NORTHEAST OF TELEPHONE POLE 12355, 9.1 METERS (30 FT) NORTH OF RIGHT
 FR0778'OF WAY MARKER 714+09.76, 4.5 METERS (15 FT) NORTHWEST OF A FENCE.
 FR0778'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FR0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0053 ***********************************************************************
 GP0053  DESIGNATION -  N 49
 GP0053  PID         -  GP0053
 GP0053  STATE/COUNTY-  AZ/COCONINO
 GP0053  USGS QUAD   -  COW SPRINGS (1970)
 GP0053
 GP0053                         *CURRENT SURVEY CONTROL
 GP0053  ___________________________________________________________________
 GP0053* NAD 83(1986)-  36 26 24.     (N)    110 45 27.     (W)     SCALED    
 GP0053* NAVD 88     -      1845.363  (meters)    6054.33   (feet)  ADJUSTED  
 GP0053  ___________________________________________________________________
 GP0053  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 GP0053  DYNAMIC HT  -        1843.046 (meters)    6046.73  (feet)  COMP
 GP0053  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 GP0053
 GP0053  VERT ORDER  -  FIRST     CLASS II
 GP0053
 GP0053.The horizontal coordinates were scaled from a topographic map and have
 GP0053.an estimated accuracy of +/- 6 seconds.
 GP0053
 GP0053.The orthometric height was determined by differential leveling
 GP0053.and adjusted in June 1991.
 GP0053
 GP0053.The geoid height was determined by GEOID03.
 GP0053
 GP0053.The dynamic height is computed by dividing the NAVD 88
 GP0053.geopotential number by the normal gravity value computed on the
 GP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0053.degrees latitude (g = 980.6199 gals.).
 GP0053
 GP0053.The modeled gravity was interpolated from observed gravity values.
 GP0053
 GP0053;                    North         East    Units  Estimated Accuracy
 GP0053;SPC AZ C     -   603,960.      317,280.      MT  (+/- 180 meters Scaled)
 GP0053
 GP0053                          SUPERSEDED SURVEY CONTROL
 GP0053
 GP0053  NGVD 29 (??/??/92) 1844.372  (m)         6051.08   (f) ADJ UNCH    1 2
 GP0053
 GP0053.Superseded values are not recommended for survey control.
 GP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0053.See file dsdata.txt to determine how the superseded data were derived.
 GP0053
 GP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF217327(NAD 83)
 GP0053_MARKER: DB = BENCH MARK DISK
 GP0053_SETTING: 0 = UNSPECIFIED SETTING
 GP0053_STAMPING: N 49 1934
 GP0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0053
 GP0053  HISTORY     - Date     Condition        Report By
 GP0053  HISTORY     - 1934     MONUMENTED       CGS
 GP0053  HISTORY     - 1970     GOOD             USGS
 GP0053  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0053
 GP0053                          STATION DESCRIPTION
 GP0053
 GP0053'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0053'14.2 MI NE FROM TONALEA.
 GP0053'14.2 MILES NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO
 GP0053'COUNTY, FROM THE POINT WHERE THE NAVAJO-COCONINO COUNTY LINE CROSSES
 GP0053'U.S. HWY 164, PROCEED EAST 0.15 MILE TO A REST AREA, THENCE NORTHERLY
 GP0053'ON A WELL-TRAVELED DIRT ROAD 0.1 MILE, THENCE NORTHWEST 0.2 MILE TO AN
 GP0053'UNDERGROUND PIPELINE MILE POST 108, THENCE 0.4 MILE SOUTHWEST ALONG
 GP0053'USED OLD TUBA CITY-KAYENTA DIRT ROAD, ABOUT 350 FEET SOUTHWEST OF A
 GP0053'HABITATION, AND 43 FEET NORTHWEST OF CENTERLINE.
 GP0053
 GP0053                          STATION RECOVERY (1983)
 GP0053
 GP0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0385 ***********************************************************************
 FQ0385  DESIGNATION -  N 490
 FQ0385  PID         -  FQ0385
 FQ0385  STATE/COUNTY-  AZ/COCONINO
 FQ0385  USGS QUAD   -  BELLEMONT (1980)
 FQ0385
 FQ0385                         *CURRENT SURVEY CONTROL
 FQ0385  ___________________________________________________________________
 FQ0385* NAD 83(1986)-  35 12 39.     (N)    111 46 27.     (W)     SCALED    
 FQ0385* NAVD 88     -      2204.806  (meters)    7233.60   (feet)  ADJUSTED  
 FQ0385  ___________________________________________________________________
 FQ0385  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0385  DYNAMIC HT  -        2201.675 (meters)    7223.33  (feet)  COMP
 FQ0385  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 FQ0385
 FQ0385  VERT ORDER  -  FIRST     CLASS II
 FQ0385
 FQ0385.The horizontal coordinates were scaled from a topographic map and have
 FQ0385.an estimated accuracy of +/- 6 seconds.
 FQ0385
 FQ0385.The orthometric height was determined by differential leveling
 FQ0385.and adjusted in June 1991.
 FQ0385
 FQ0385.The geoid height was determined by GEOID03.
 FQ0385
 FQ0385.The dynamic height is computed by dividing the NAVD 88
 FQ0385.geopotential number by the normal gravity value computed on the
 FQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0385.degrees latitude (g = 980.6199 gals.).
 FQ0385
 FQ0385.The modeled gravity was interpolated from observed gravity values.
 FQ0385
 FQ0385;                    North         East    Units  Estimated Accuracy
 FQ0385;SPC AZ C     -   466,970.      226,330.      MT  (+/- 180 meters Scaled)
 FQ0385
 FQ0385                          SUPERSEDED SURVEY CONTROL
 FQ0385
 FQ0385.No superseded survey control is available for this station.
 FQ0385
 FQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD295966(NAD 83)
 FQ0385_MARKER: DV = VERTICAL CONTROL DISK
 FQ0385_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0385_SP_SET: ROCK OUTCROP
 FQ0385_STAMPING: N 490 1982
 FQ0385_MARK LOGO: NGS   
 FQ0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0385+STABILITY: POSITION/ELEVATION WELL
 FQ0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0385+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 FQ0385
 FQ0385  HISTORY     - Date     Condition        Report By
 FQ0385  HISTORY     - 1982     MONUMENTED       NGS
 FQ0385  HISTORY     - 20000906 GOOD             NGS
 FQ0385
 FQ0385                          STATION DESCRIPTION
 FQ0385
 FQ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0385'11.6 KM (7.2 MI) WEST FROM FLAGSTAFF.
 FQ0385'11.6 KM (7.2 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0385'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, AT THE NORTHWEST END OF THE LONG
 FQ0385'ROCKY CUT IN THE EAST BOUND LANES, IN TOP OF A 2 BY 3 FOOT EXPOSSED
 FQ0385'PORTION OF VOLCANIC OUTCROP PROJECTING 1 FOOT FROM THE CUT, SOUTHWEST
 FQ0385'OF AND 20 FEET BELOW THE SOUTHEAST END OF THE PINE TREES BETWEEN THE
 FQ0385'FREEWAY LANES, 21 METERS (69 FT) NORTHEAST OF THE SOUTHEAST END OF THE
 FQ0385'SOUTHWEST STEEL GUARDRAIL, 10.9 METERS (36 FT) NORTHEAST OF THE CENTER
 FQ0385'LINE OF THE EAST BOUND TRAFFIC LANES.
 FQ0385'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FQ0385'THE MARK IS 1 M ABOVE THE HIGHWAY.
 FQ0385
 FQ0385                          STATION RECOVERY (2000)
 FQ0385
 FQ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0385'11.1 KM (6.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FQ0385'JUNCTION OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF A 2 BY
 FQ0385'3-FOOT OUTCROPPING OF VOLCANIC ROCK IN A HIGHWAY CUT, 24.6 M (80.7 FT)
 FQ0385'SOUTHEAST OF THE SOUTHEAST END OF A ROW OF PINE TREES IN THE
 FQ0385'INTERSTATE MEDIAN, 21.0 M (68.9 FT) NORTHEAST OF THE SOUTHEAST END OF
 FQ0385'THE SOUTHWEST GUARDRAIL FOR THE EASTBOUND LANES OF THE HIGHWAY, 10.9 M
 FQ0385'(35.8 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 FQ0385'HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE
 FQ0385'MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0409 ***********************************************************************
 FQ0409  DESIGNATION -  N 491
 FQ0409  PID         -  FQ0409
 FQ0409  STATE/COUNTY-  AZ/COCONINO
 FQ0409  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0409
 FQ0409                         *CURRENT SURVEY CONTROL
 FQ0409  ___________________________________________________________________
 FQ0409* NAD 83(1986)-  35 00 20.     (N)    111 44 02.     (W)     SCALED    
 FQ0409* NAVD 88     -      1673.267  (meters)    5489.71   (feet)  ADJUSTED  
 FQ0409  ___________________________________________________________________
 FQ0409  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FQ0409  DYNAMIC HT  -        1670.996 (meters)    5482.26  (feet)  COMP
 FQ0409  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 FQ0409
 FQ0409  VERT ORDER  -  FIRST     CLASS II
 FQ0409
 FQ0409.The horizontal coordinates were scaled from a topographic map and have
 FQ0409.an estimated accuracy of +/- 6 seconds.
 FQ0409
 FQ0409.The orthometric height was determined by differential leveling
 FQ0409.and adjusted in June 1991.
 FQ0409
 FQ0409.The geoid height was determined by GEOID03.
 FQ0409
 FQ0409.The dynamic height is computed by dividing the NAVD 88
 FQ0409.geopotential number by the normal gravity value computed on the
 FQ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0409.degrees latitude (g = 980.6199 gals.).
 FQ0409
 FQ0409.The modeled gravity was interpolated from observed gravity values.
 FQ0409
 FQ0409;                    North         East    Units  Estimated Accuracy
 FQ0409;SPC AZ C     -   444,210.      230,040.      MT  (+/- 180 meters Scaled)
 FQ0409
 FQ0409                          SUPERSEDED SURVEY CONTROL
 FQ0409
 FQ0409.No superseded survey control is available for this station.
 FQ0409
 FQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD330739(NAD 83)
 FQ0409_MARKER: DB = BENCH MARK DISK
 FQ0409_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0409_SP_SET: HEADWALL
 FQ0409_STAMPING: N 491 1982
 FQ0409_MARK LOGO: NGS   
 FQ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0409+STABILITY: SURFACE MOTION
 FQ0409
 FQ0409  HISTORY     - Date     Condition        Report By
 FQ0409  HISTORY     - 1982     MONUMENTED       NGS
 FQ0409
 FQ0409                          STATION DESCRIPTION
 FQ0409
 FQ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0409'24.5 KM (15.2 MI) SW FROM FLAGSTAFF.
 FQ0409'24.5 KM (15.2 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0409'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 19.5 KM (12.1
 FQ0409'MI) NORTH OF SEDONA, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 FQ0409'HEADWALL FOR A DOUBLE 10 BY 10 FOOT BOX CULVERT, 6.0 METERS (20.0 FT)
 FQ0409'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.3 METER (1.0 FT) SOUTHEAST OF
 FQ0409'THE NORTHWEST END OF THE BOX CULVERT.
 FQ0409'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0463 ***********************************************************************
 FQ0463  DESIGNATION -  N 492
 FQ0463  PID         -  FQ0463
 FQ0463  STATE/COUNTY-  AZ/COCONINO
 FQ0463  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0463
 FQ0463                         *CURRENT SURVEY CONTROL
 FQ0463  ___________________________________________________________________
 FQ0463* NAD 83(1986)-  35 18 07.     (N)    111 32 34.     (W)     SCALED    
 FQ0463* NAVD 88     -      2050.073  (meters)    6725.95   (feet)  ADJUSTED  
 FQ0463  ___________________________________________________________________
 FQ0463  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FQ0463  DYNAMIC HT  -        2047.191 (meters)    6716.49  (feet)  COMP
 FQ0463  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 FQ0463
 FQ0463  VERT ORDER  -  FIRST     CLASS II
 FQ0463
 FQ0463.The horizontal coordinates were scaled from a topographic map and have
 FQ0463.an estimated accuracy of +/- 6 seconds.
 FQ0463
 FQ0463.The orthometric height was determined by differential leveling
 FQ0463.and adjusted in June 1991.
 FQ0463
 FQ0463.The geoid height was determined by GEOID03.
 FQ0463
 FQ0463.The dynamic height is computed by dividing the NAVD 88
 FQ0463.geopotential number by the normal gravity value computed on the
 FQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0463.degrees latitude (g = 980.6199 gals.).
 FQ0463
 FQ0463.The modeled gravity was interpolated from observed gravity values.
 FQ0463
 FQ0463;                    North         East    Units  Estimated Accuracy
 FQ0463;SPC AZ C     -   477,130.      247,360.      MT  (+/- 180 meters Scaled)
 FQ0463
 FQ0463                          SUPERSEDED SURVEY CONTROL
 FQ0463
 FQ0463.No superseded survey control is available for this station.
 FQ0463
 FQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE506066(NAD 83)
 FQ0463_MARKER: DB = BENCH MARK DISK
 FQ0463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0463_SP_SET: HEADWALL
 FQ0463_STAMPING: N 492 1982
 FQ0463_MARK LOGO: NGS   
 FQ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0463+STABILITY: SURFACE MOTION
 FQ0463
 FQ0463  HISTORY     - Date     Condition        Report By
 FQ0463  HISTORY     - 1982     MONUMENTED       NGS
 FQ0463
 FQ0463                          STATION DESCRIPTION
 FQ0463
 FQ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0463'20.9 KM (13.0 MI) NORTH FROM FLAGSTAFF.
 FQ0463'20.9 KM (13.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0463'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE SOUTH END OF
 FQ0463'THE WEST HEADWALL OF A DOUBLE 4 FOOT BOX CULVERT, 5.4 METERS (18 FT)
 FQ0463'WEST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) SOUTH OF THE
 FQ0463'CENTER OF A ROAD LEADING WEST, 0.3 METER (1 FT) NORTHWEST OF MILEPOST
 FQ0463'425.
 FQ0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0852 ***********************************************************************
 ET0852  DESIGNATION -  N 493
 ET0852  PID         -  ET0852
 ET0852  STATE/COUNTY-  AZ/YAVAPAI
 ET0852  USGS QUAD   -  COTTONWOOD (1973)
 ET0852
 ET0852                         *CURRENT SURVEY CONTROL
 ET0852  ___________________________________________________________________
 ET0852* NAD 83(1986)-  34 43 11.     (N)    112 00 10.     (W)     SCALED    
 ET0852* NAVD 88     -      1012.494  (meters)    3321.82   (feet)  ADJUSTED  
 ET0852  ___________________________________________________________________
 ET0852  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 ET0852  DYNAMIC HT  -        1011.228 (meters)    3317.67  (feet)  COMP
 ET0852  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 ET0852
 ET0852  VERT ORDER  -  FIRST     CLASS II
 ET0852
 ET0852.The horizontal coordinates were scaled from a topographic map and have
 ET0852.an estimated accuracy of +/- 6 seconds.
 ET0852
 ET0852.The orthometric height was determined by differential leveling
 ET0852.and adjusted in June 1991.
 ET0852
 ET0852.The geoid height was determined by GEOID03.
 ET0852
 ET0852.The dynamic height is computed by dividing the NAVD 88
 ET0852.geopotential number by the normal gravity value computed on the
 ET0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0852.degrees latitude (g = 980.6199 gals.).
 ET0852
 ET0852.The modeled gravity was interpolated from observed gravity values.
 ET0852
 ET0852;                    North         East    Units  Estimated Accuracy
 ET0852;SPC AZ C     -   412,490.      205,470.      MT  (+/- 180 meters Scaled)
 ET0852
 ET0852                          SUPERSEDED SURVEY CONTROL
 ET0852
 ET0852.No superseded survey control is available for this station.
 ET0852
 ET0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD081424(NAD 83)
 ET0852_MARKER: DB = BENCH MARK DISK
 ET0852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ET0852_SP_SET: HEADWALL
 ET0852_STAMPING: N 493 1982
 ET0852_MARK LOGO: NGS   
 ET0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0852+STABILITY: SURFACE MOTION
 ET0852
 ET0852  HISTORY     - Date     Condition        Report By
 ET0852  HISTORY     - 1982     MONUMENTED       NGS
 ET0852  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ET0852
 ET0852                          STATION DESCRIPTION
 ET0852
 ET0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ET0852'IN COTTONWOOD.
 ET0852'IN COTTONWOOD, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 ET0852'FOR A 6 BY 10 FOOT BOX CULVERT, 0.2 KM (0.1 MI) SOUTHEAST OF THE
 ET0852'JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY 279, 12.8 METERS
 ET0852'(42 FT) SOUTHWEST OF THE STATE HIGHWAY 279 CENTERLINE, 0.3 METER (1.0
 ET0852'FT) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 ET0852'THE MARK IS 0.3 M BELOW THE STATE HIGHWAY.
 ET0852
 ET0852                          STATION RECOVERY (2005)
 ET0852
 ET0852'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0852'MARK NOT FOUND,  NEW TRIPLE CULVERT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0692 ***********************************************************************
 ES0692  DESIGNATION -  N 494
 ES0692  PID         -  ES0692
 ES0692  STATE/COUNTY-  AZ/YAVAPAI
 ES0692  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0692
 ES0692                         *CURRENT SURVEY CONTROL
 ES0692  ___________________________________________________________________
 ES0692* NAD 83(1986)-  34 29 13.     (N)    111 44 20.     (W)     SCALED    
 ES0692* NAVD 88     -      1060.337  (meters)    3478.79   (feet)  ADJUSTED  
 ES0692  ___________________________________________________________________
 ES0692  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0692  DYNAMIC HT  -        1058.986 (meters)    3474.36  (feet)  COMP
 ES0692  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 ES0692
 ES0692  VERT ORDER  -  FIRST     CLASS II
 ES0692
 ES0692.The horizontal coordinates were scaled from a topographic map and have
 ES0692.an estimated accuracy of +/- 6 seconds.
 ES0692
 ES0692.The orthometric height was determined by differential leveling
 ES0692.and adjusted in June 1991.
 ES0692
 ES0692.The geoid height was determined by GEOID03.
 ES0692
 ES0692.The dynamic height is computed by dividing the NAVD 88
 ES0692.geopotential number by the normal gravity value computed on the
 ES0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0692.degrees latitude (g = 980.6199 gals.).
 ES0692
 ES0692.The modeled gravity was interpolated from observed gravity values.
 ES0692
 ES0692;                    North         East    Units  Estimated Accuracy
 ES0692;SPC AZ C     -   386,680.      229,690.      MT  (+/- 180 meters Scaled)
 ES0692
 ES0692                          SUPERSEDED SURVEY CONTROL
 ES0692
 ES0692.No superseded survey control is available for this station.
 ES0692
 ES0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD321163(NAD 83)
 ES0692_MARKER: DB = BENCH MARK DISK
 ES0692_SETTING: 66 = SET IN ROCK OUTCROP
 ES0692_SP_SET: ROCK OUTCROP
 ES0692_STAMPING: N 494 1982
 ES0692_MARK LOGO: NGS   
 ES0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0692+STABILITY: POSITION/ELEVATION WELL
 ES0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0692+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0692
 ES0692  HISTORY     - Date     Condition        Report By
 ES0692  HISTORY     - 1982     MONUMENTED       NGS
 ES0692  HISTORY     - 20080725 GOOD             GEOCAC
 ES0692
 ES0692                          STATION DESCRIPTION
 ES0692
 ES0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0692'16.2 KM (10.1 MI) SE FROM CAMP VERDE.
 ES0692'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0692'OFFICE IN CAMP VERDE, THENCE 3.5 KM (2.2 MI) SOUTHEAST ALONG FOSSIL
 ES0692'CREEK ROAD, IN TOP OF A ROCK LEDGE ON THE SOUTH SIDE OF A SMALL
 ES0692'OUTCROP KNOLL NEAR THE CENTER OF A LOW CUT AT COTTONWOOD WELL, 8.0
 ES0692'METERS (26 FT) NORTHEAST OF THE ROAD CENTERLINE, 45.0 METERS (148 FT)
 ES0692'SOUTHWEST OF A FENCE CORNER, 41.8 METERS (137 FT) WEST OF THE
 ES0692'NORTHWEST CORNER OF A 20 BY 40 FOOT LIVESTOCK WATER TROUGH, 67.0
 ES0692'METERS (220 FT) NORTHWEST OF A SMALL STONE BRIDGE, 5.7 METERS (19 FT)
 ES0692'NORTH OF THE NORTHEAST END OF 18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0692'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0692'THE MARK IS 0.5 M ABOVE THE ROAD.
 ES0692
 ES0692                          STATION RECOVERY (2008)
 ES0692
 ES0692'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0692'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0692'34 29 12.4 (N)   111 44 19.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0714 ***********************************************************************
 ES0714  DESIGNATION -  N 495
 ES0714  PID         -  ES0714
 ES0714  STATE/COUNTY-  AZ/GILA
 ES0714  USGS QUAD   -  STRAWBERRY (1967)
 ES0714
 ES0714                         *CURRENT SURVEY CONTROL
 ES0714  ___________________________________________________________________
 ES0714* NAD 83(1986)-  34 24 08.     (N)    111 36 04.     (W)     SCALED    
 ES0714* NAVD 88     -      1443.123  (meters)    4734.65   (feet)  ADJUSTED  
 ES0714  ___________________________________________________________________
 ES0714  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 ES0714  DYNAMIC HT  -        1441.181 (meters)    4728.27  (feet)  COMP
 ES0714  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 ES0714
 ES0714  VERT ORDER  -  FIRST     CLASS II
 ES0714
 ES0714.The horizontal coordinates were scaled from a topographic map and have
 ES0714.an estimated accuracy of +/- 6 seconds.
 ES0714
 ES0714.The orthometric height was determined by differential leveling
 ES0714.and adjusted in June 1991.
 ES0714
 ES0714.The geoid height was determined by GEOID03.
 ES0714
 ES0714.The dynamic height is computed by dividing the NAVD 88
 ES0714.geopotential number by the normal gravity value computed on the
 ES0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0714.degrees latitude (g = 980.6199 gals.).
 ES0714
 ES0714.The modeled gravity was interpolated from observed gravity values.
 ES0714
 ES0714;                    North         East    Units  Estimated Accuracy
 ES0714;SPC AZ E     -   378,200.       81,480.      MT  (+/- 180 meters Scaled)
 ES0714
 ES0714                          SUPERSEDED SURVEY CONTROL
 ES0714
 ES0714.No superseded survey control is available for this station.
 ES0714
 ES0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD447069(NAD 83)
 ES0714_MARKER: DB = BENCH MARK DISK
 ES0714_SETTING: 66 = SET IN ROCK OUTCROP
 ES0714_SP_SET: ROCK OUTCROP
 ES0714_STAMPING: N 495 1982
 ES0714_MARK LOGO: NGS   
 ES0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0714+STABILITY: POSITION/ELEVATION WELL
 ES0714
 ES0714  HISTORY     - Date     Condition        Report By
 ES0714  HISTORY     - 1982     MONUMENTED       NGS
 ES0714
 ES0714                          STATION DESCRIPTION
 ES0714
 ES0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0714'16.7 KM (10.4 MI) NW FROM PINE.
 ES0714'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0714'IN PINE, THENCE 11.9 KM (7.4 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0714'OF THE LOWER EDGE OF A SLOPING LEDGE OF A MASSIVE OUTCROP ON THE
 ES0714'INSIDE OF A CURVE, 4.9 METERS (16 FT) SOUTH OF THE ROAD CENTERLINE.
 ES0714'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0714'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0741 ***********************************************************************
 ES0741  DESIGNATION -  N 496
 ES0741  PID         -  ES0741
 ES0741  STATE/COUNTY-  AZ/GILA
 ES0741  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0741
 ES0741                         *CURRENT SURVEY CONTROL
 ES0741  ___________________________________________________________________
 ES0741* NAD 83(1986)-  34 14 21.     (N)    111 20 02.     (W)     SCALED    
 ES0741* NAVD 88     -      1508.387  (meters)    4948.77   (feet)  ADJUSTED  
 ES0741  ___________________________________________________________________
 ES0741  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 ES0741  DYNAMIC HT  -        1506.309 (meters)    4941.95  (feet)  COMP
 ES0741  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 ES0741
 ES0741  VERT ORDER  -  FIRST     CLASS II
 ES0741
 ES0741.The horizontal coordinates were scaled from a topographic map and have
 ES0741.an estimated accuracy of +/- 6 seconds.
 ES0741
 ES0741.The orthometric height was determined by differential leveling
 ES0741.and adjusted in June 1991.
 ES0741
 ES0741.The geoid height was determined by GEOID03.
 ES0741
 ES0741.The dynamic height is computed by dividing the NAVD 88
 ES0741.geopotential number by the normal gravity value computed on the
 ES0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0741.degrees latitude (g = 980.6199 gals.).
 ES0741
 ES0741.The modeled gravity was interpolated from observed gravity values.
 ES0741
 ES0741;                    North         East    Units  Estimated Accuracy
 ES0741;SPC AZ E     -   359,800.      105,840.      MT  (+/- 180 meters Scaled)
 ES0741
 ES0741                          SUPERSEDED SURVEY CONTROL
 ES0741
 ES0741.No superseded survey control is available for this station.
 ES0741
 ES0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC692887(NAD 83)
 ES0741_MARKER: DB = BENCH MARK DISK
 ES0741_SETTING: 66 = SET IN ROCK OUTCROP
 ES0741_SP_SET: ROCK OUTCROP
 ES0741_STAMPING: N 496 1982
 ES0741_MARK LOGO: NGS   
 ES0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0741+STABILITY: POSITION/ELEVATION WELL
 ES0741
 ES0741  HISTORY     - Date     Condition        Report By
 ES0741  HISTORY     - 1982     MONUMENTED       NGS
 ES0741  HISTORY     - 20070309 MARK NOT FOUND   GEOCAC
 ES0741
 ES0741                          STATION DESCRIPTION
 ES0741
 ES0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0741'1.1 KM (0.7 MI) NORTH FROM PAYSON.
 ES0741'1.1 KM (0.7 MI) NORTH ALONG MCLANE ROAD FROM MAIN STREET IN PAYSON, IN
 ES0741'THE SOUTHEAST CORNER OF SUBSTATION ROAD, IN TOP OF A SMALL KNOLL OF
 ES0741'GRANITE OUTCROP AT THE NORTHWEST CORNER OF A SCHOOL YARD, 15.5 METERS
 ES0741'(51 FT) EAST OF THE CENTER OF MCLANE ROAD, 25.6 METERS (84 FT) SOUTH
 ES0741'OF THE CENTER OF SUBSTATION ROAD, 44.1 METERS (145 FT) SOUTHEAST OF
 ES0741'THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, 6.4 METERS (21 FT)
 ES0741'SOUTHWEST OF A 10 INCH OAK TREE.
 ES0741'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 ES0741'THE MARK IS ABOVE LEVEL WITH THE INTERSECTION.
 ES0741
 ES0741                          STATION RECOVERY (2007)
 ES0741
 ES0741'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0741'DID NOT FIND THE MARK. LOCATED THE REMAINS OF THE WITNESS POST
 ES0741'CEMENTED INTO THE ROCK OUTCROP, BUT DID NOT LOCATE THE MARK .6 METERS
 ES0741'SOUTH OF THE REMAINS OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1608 ***********************************************************************
 DU1608  DESIGNATION -  N 497
 DU1608  PID         -  DU1608
 DU1608  STATE/COUNTY-  AZ/GILA
 DU1608  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1608
 DU1608                         *CURRENT SURVEY CONTROL
 DU1608  ___________________________________________________________________
 DU1608* NAD 83(1986)-  33 58 12.     (N)    111 19 13.     (W)     SCALED    
 DU1608* NAVD 88     -       781.764  (meters)    2564.84   (feet)  ADJUSTED  
 DU1608  ___________________________________________________________________
 DU1608  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DU1608  DYNAMIC HT  -         780.773 (meters)    2561.59  (feet)  COMP
 DU1608  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 DU1608  OBS GRAVITY -     979,350.5   (mgal)                       GRAV_OBS
 DU1608
 DU1608  VERT ORDER  -  FIRST     CLASS II
 DU1608
 DU1608.The horizontal coordinates were scaled from a topographic map and have
 DU1608.an estimated accuracy of +/- 6 seconds.
 DU1608
 DU1608.The orthometric height was determined by differential leveling
 DU1608.and adjusted in June 1991.
 DU1608
 DU1608.The geoid height was determined by GEOID03.
 DU1608
 DU1608.The dynamic height is computed by dividing the NAVD 88
 DU1608.geopotential number by the normal gravity value computed on the
 DU1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1608.degrees latitude (g = 980.6199 gals.).
 DU1608
 DU1608.The modeled gravity was interpolated from observed gravity values.
 DU1608.The observed gravity was obtained from relative gravimeter ties
 DU1608.to the IGSN71 gravity network.
 DU1608
 DU1608;                    North         East    Units  Estimated Accuracy
 DU1608;SPC AZ E     -   329,930.      106,750.      MT  (+/- 180 meters Scaled)
 DU1608
 DU1608                          SUPERSEDED SURVEY CONTROL
 DU1608
 DU1608.No superseded survey control is available for this station.
 DU1608
 DU1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC704588(NAD 83)
 DU1608_MARKER: DB = BENCH MARK DISK
 DU1608_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1608_SP_SET: CURB
 DU1608_STAMPING: N 497 1982
 DU1608_MARK LOGO: NGS   
 DU1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1608
 DU1608  HISTORY     - Date     Condition        Report By
 DU1608  HISTORY     - 1982     MONUMENTED       NGS
 DU1608
 DU1608                          STATION DESCRIPTION
 DU1608
 DU1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DU1608'12.2 KM (7.6 MI) NORTH FROM PUNKIN CENTER.
 DU1608'12.2 KM (7.6 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1608'PUNKIN CENTER, 0.3 METER (1 FT) NORTH OF THE SOUTH END OF THE WEST
 DU1608'CURB DIRECTLY OVER AN ABUTMENT FOR A CONCRETE BRIDGE OVER COTTONWOOD
 DU1608'CREEK, 0.5 KM (0.3 MI) NORTH OF MILEPOST 270, 0.5 KM (0.3 MI) SOUTH OF
 DU1608'THE T JUNCTION OF DEL SHEA RANCH ROAD LEADING EAST, 5.2 METERS (17 FT)
 DU1608'WEST OF THE HIGHWAY CENTERLINE.
 DU1608'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1638 ***********************************************************************
 DU1638  DESIGNATION -  N 498
 DU1638  PID         -  DU1638
 DU1638  STATE/COUNTY-  AZ/GILA
 DU1638  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1638
 DU1638                         *CURRENT SURVEY CONTROL
 DU1638  ___________________________________________________________________
 DU1638* NAD 83(1986)-  33 41 39.     (N)    111 10 58.     (W)     SCALED    
 DU1638* NAVD 88     -       706.159  (meters)    2316.79   (feet)  ADJUSTED  
 DU1638  ___________________________________________________________________
 DU1638  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1638  DYNAMIC HT  -         705.264 (meters)    2313.85  (feet)  COMP
 DU1638  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 DU1638  OBS GRAVITY -     979,340.4   (mgal)                       GRAV_OBS
 DU1638
 DU1638  VERT ORDER  -  FIRST     CLASS II
 DU1638
 DU1638.The horizontal coordinates were scaled from a topographic map and have
 DU1638.an estimated accuracy of +/- 6 seconds.
 DU1638
 DU1638.The orthometric height was determined by differential leveling
 DU1638.and adjusted in June 1991.
 DU1638
 DU1638.The geoid height was determined by GEOID03.
 DU1638
 DU1638.The dynamic height is computed by dividing the NAVD 88
 DU1638.geopotential number by the normal gravity value computed on the
 DU1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1638.degrees latitude (g = 980.6199 gals.).
 DU1638
 DU1638.The modeled gravity was interpolated from observed gravity values.
 DU1638.The observed gravity was obtained from relative gravimeter ties
 DU1638.to the IGSN71 gravity network.
 DU1638
 DU1638;                    North         East    Units  Estimated Accuracy
 DU1638;SPC AZ E     -   299,200.      119,160.      MT  (+/- 180 meters Scaled)
 DU1638
 DU1638                          SUPERSEDED SURVEY CONTROL
 DU1638
 DU1638.No superseded survey control is available for this station.
 DU1638
 DU1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC830282(NAD 83)
 DU1638_MARKER: DB = BENCH MARK DISK
 DU1638_SETTING: 66 = SET IN ROCK OUTCROP
 DU1638_SP_SET: ROCK OUTCROP
 DU1638_STAMPING: N 498 1983
 DU1638_MARK LOGO: NGS   
 DU1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1638+STABILITY: POSITION/ELEVATION WELL
 DU1638
 DU1638  HISTORY     - Date     Condition        Report By
 DU1638  HISTORY     - 1983     MONUMENTED       NGS
 DU1638
 DU1638                          STATION DESCRIPTION
 DU1638
 DU1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1638'4.2 KM (2.6 MI) NW FROM ROOSEVELT DAM.
 DU1638'4.2 KM (2.6 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1638'ROOSEVELT DAM, AT THE CENTER OF A 6 BY 3 FOOT SLOPING PORTION OF
 DU1638'OUTCROP AT THE BASE OF A LOW CUT, 0.8 KM (0.5 MI) SOUTHEAST OF
 DU1638'MILEPOST 245, 5.8 METERS (19 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 DU1638'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 DU1638'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0358 ***********************************************************************
 GP0358  DESIGNATION -  N 499
 GP0358  PID         -  GP0358
 GP0358  STATE/COUNTY-  AZ/COCONINO
 GP0358  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0358
 GP0358                         *CURRENT SURVEY CONTROL
 GP0358  ___________________________________________________________________
 GP0358* NAD 83(1986)-  36 44 00.     (N)    111 34 41.     (W)     SCALED    
 GP0358* NAVD 88     -      1755.895  (meters)    5760.80   (feet)  ADJUSTED  
 GP0358  ___________________________________________________________________
 GP0358  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GP0358  DYNAMIC HT  -        1753.807 (meters)    5753.95  (feet)  COMP
 GP0358  MODELED GRAV-     979,379.4   (mgal)                       NAVD 88
 GP0358
 GP0358  VERT ORDER  -  FIRST     CLASS II
 GP0358
 GP0358.The horizontal coordinates were scaled from a topographic map and have
 GP0358.an estimated accuracy of +/- 6 seconds.
 GP0358
 GP0358.The orthometric height was determined by differential leveling
 GP0358.and adjusted in June 1991.
 GP0358
 GP0358.The geoid height was determined by GEOID03.
 GP0358
 GP0358.The dynamic height is computed by dividing the NAVD 88
 GP0358.geopotential number by the normal gravity value computed on the
 GP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0358.degrees latitude (g = 980.6199 gals.).
 GP0358
 GP0358.The modeled gravity was interpolated from observed gravity values.
 GP0358
 GP0358;                    North         East    Units  Estimated Accuracy
 GP0358;SPC AZ C     -   635,930.      243,600.      MT  (+/- 180 meters Scaled)
 GP0358
 GP0358                          SUPERSEDED SURVEY CONTROL
 GP0358
 GP0358.No superseded survey control is available for this station.
 GP0358
 GP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF483654(NAD 83)
 GP0358_MARKER: DB = BENCH MARK DISK
 GP0358_SETTING: 66 = SET IN ROCK OUTCROP
 GP0358_SP_SET: ROCK OUTCROP
 GP0358_STAMPING: N 499 1983
 GP0358_MARK LOGO: NGS   
 GP0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0358+STABILITY: POSITION/ELEVATION WELL
 GP0358
 GP0358  HISTORY     - Date     Condition        Report By
 GP0358  HISTORY     - 1983     MONUMENTED       NGS
 GP0358
 GP0358                          STATION DESCRIPTION
 GP0358
 GP0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0358'15.3 KM (9.6 MI) NE FROM BITTER SPRINGS.
 GP0358'15.35 KM (9.6 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 GP0358'US HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN TOP OF THE NORTHWEST
 GP0358'EDGE OF A 4- BY 6-FOOT PORTION OF SANDSTONE OUTCROP PROJECTING 6
 GP0358'INCHES ABOVE THE SURFACE OF THE GROUND, 0.7 KM (0.45 MI) NORTHEAST OF
 GP0358'MILEPOST 533, 33.0 METERS (108.5 FT) SOUTHEAST OF THE HIGHWAY
 GP0358'CENTERLINE, 40.7 METERS (133.5 FT) SOUTH OF THE SOUTHEAST END OF A
 GP0358'36-INCH CORRUGATED METAL PIPE CULVERT, 3.5 METERS (11.5 FT) SOUTHWEST
 GP0358'OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 0.3 METER (1 FT)
 GP0358'NORTHWEST OF THE RIGHT OF WAY FENCE.
 GP0358'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GP0358'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0836 ***********************************************************************
 DW0836  DESIGNATION -  N 5
 DW0836  PID         -  DW0836
 DW0836  STATE/COUNTY-  AZ/LA PAZ
 DW0836  USGS QUAD   -  BOUSE NW (1990)
 DW0836
 DW0836                         *CURRENT SURVEY CONTROL
 DW0836  ___________________________________________________________________
 DW0836* NAD 83(1986)-  33 59 51.     (N)    114 10 00.     (W)     SCALED    
 DW0836* NAVD 88     -       219.62   (+/-2cm)     720.5    (feet)  VERTCON   
 DW0836  ___________________________________________________________________
 DW0836  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DW0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0836
 DW0836.The horizontal coordinates were scaled from a topographic map and have
 DW0836.an estimated accuracy of +/- 6 seconds.
 DW0836
 DW0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0836.The vertical order pertains to the NGVD 29 superseded value.
 DW0836
 DW0836.The geoid height was determined by GEOID03.
 DW0836
 DW0836;                    North         East    Units  Estimated Accuracy
 DW0836;SPC AZ W     -   332,470.      174,870.      MT  (+/- 180 meters Scaled)
 DW0836
 DW0836                          SUPERSEDED SURVEY CONTROL
 DW0836
 DW0836  NGVD 29 (??/??/??)  219.013  (m)          718.55   (f) ADJUSTED    2 0
 DW0836
 DW0836.Superseded values are not recommended for survey control.
 DW0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0836.See file dsdata.txt to determine how the superseded data were derived.
 DW0836
 DW0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT617654(NAD 83)
 DW0836_MARKER: DD = SURVEY DISK
 DW0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0836_STAMPING: N 5 1926
 DW0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0836+STABILITY: SURFACE MOTION
 DW0836
 DW0836  HISTORY     - Date     Condition        Report By
 DW0836  HISTORY     - 1926     MONUMENTED       USGS
 DW0836  HISTORY     - 1935     GOOD             NGS
 DW0836
 DW0836                          STATION DESCRIPTION
 DW0836
 DW0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0836'0.4 MI W FROM WALL.
 DW0836'ABOUT 0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0836'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, 15 FEET EAST OF
 DW0836'MILEPOST 91, ABOUT 220 YARDS (20 RAILS) WEST OF CULVERT 91 B,
 DW0836'AND 37 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A UNITED
 DW0836'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 5 1926 AND
 DW0836'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0261 ***********************************************************************
 FQ0261  DESIGNATION -  N 5
 FQ0261  PID         -  FQ0261
 FQ0261  STATE/COUNTY-  AZ/COCONINO
 FQ0261  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0261
 FQ0261                         *CURRENT SURVEY CONTROL
 FQ0261  ___________________________________________________________________
 FQ0261* NAD 83(1986)-  35 19 36.     (N)    111 32 24.     (W)     SCALED    
 FQ0261* NAVD 88     -      2057.800  (meters)    6751.30   (feet)  POSTED    
 FQ0261  ___________________________________________________________________
 FQ0261  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0261  DYNAMIC HT  -        2054.910 (meters)    6741.82  (feet)  COMP
 FQ0261  MODELED GRAV-     979,154.4   (mgal)                       NAVD 88
 FQ0261
 FQ0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0261
 FQ0261.The horizontal coordinates were scaled from a topographic map and have
 FQ0261.an estimated accuracy of +/- 6 seconds.
 FQ0261
 FQ0261.The orthometric height was determined by differential leveling
 FQ0261.and adjusted by the  in 1992.
 FQ0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0261.rate of 0.0 thru 1.0 mm/km.
 FQ0261
 FQ0261.The geoid height was determined by GEOID03.
 FQ0261
 FQ0261.The dynamic height is computed by dividing the NAVD 88
 FQ0261.geopotential number by the normal gravity value computed on the
 FQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0261.degrees latitude (g = 980.6199 gals.).
 FQ0261
 FQ0261.The modeled gravity was interpolated from observed gravity values.
 FQ0261
 FQ0261;                    North         East    Units  Estimated Accuracy
 FQ0261;SPC AZ C     -   479,880.      247,610.      MT  (+/- 180 meters Scaled)
 FQ0261
 FQ0261                          SUPERSEDED SURVEY CONTROL
 FQ0261
 FQ0261  NGVD 29 (??/??/92) 2056.789  (m)         6747.98   (f) ADJ UNCH    1 2
 FQ0261
 FQ0261.Superseded values are not recommended for survey control.
 FQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0261.See file dsdata.txt to determine how the superseded data were derived.
 FQ0261
 FQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE509094(NAD 83)
 FQ0261_MARKER: DB = BENCH MARK DISK
 FQ0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0261_SP_SET: LEDGE BASE
 FQ0261_STAMPING: ELEV 6747.982 FT N 5 1921
 FQ0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0261
 FQ0261  HISTORY     - Date     Condition        Report By
 FQ0261  HISTORY     - 1921     MONUMENTED       CGS
 FQ0261  HISTORY     - 1934     GOOD             NGS
 FQ0261  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0261
 FQ0261                          STATION DESCRIPTION
 FQ0261
 FQ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0261'5.4 MI N FROM TOWNSEND.
 FQ0261'5.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0261'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 0.3 MILE NORTH ALONG A ROAD
 FQ0261'LEADING TO THE ICE CAVES AND SUNSET MOUNTAIN.  AT A 90-DEGREE TURN IN
 FQ0261'AN ABANDONED HIGHWAY, ON THE SOUTH SLOPE OF A HILL, 33 YARDS EAST OF
 FQ0261'THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A PINE TREE, IN THE TOP OF
 FQ0261'A BLACK VOLCANIC LEDGE, 6 INCHES FROM THE FACE, AND 1-1/2 FEET ABOVE
 FQ0261'THE GROUND AT THE BASE OF THE LEDGE.  A STANDARD DISK, STAMPED ELEV
 FQ0261'6747.982 FT N 5 1921.  NOTE-- A CINDER PIT HAS BEEN DUG IN THIS AREA.
 FQ0261
 FQ0261                          STATION RECOVERY (1965)
 FQ0261
 FQ0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0154 ***********************************************************************
 GP0154  DESIGNATION -  N 50
 GP0154  PID         -  GP0154
 GP0154  STATE/COUNTY-  AZ/COCONINO
 GP0154  USGS QUAD   -  MOENKOPI (1969)
 GP0154
 GP0154                         *CURRENT SURVEY CONTROL
 GP0154  ___________________________________________________________________
 GP0154* NAD 83(1986)-  36 06 53.     (N)    111 14 43.     (W)     SCALED    
 GP0154* NAVD 88     -      1481.653  (meters)    4861.06   (feet)  ADJUSTED  
 GP0154  ___________________________________________________________________
 GP0154  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0154  DYNAMIC HT  -        1479.824 (meters)    4855.06  (feet)  COMP
 GP0154  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 GP0154
 GP0154  VERT ORDER  -  FIRST     CLASS II
 GP0154
 GP0154.The horizontal coordinates were scaled from a topographic map and have
 GP0154.an estimated accuracy of +/- 6 seconds.
 GP0154
 GP0154.The orthometric height was determined by differential leveling
 GP0154.and adjusted in June 1991.
 GP0154
 GP0154.The geoid height was determined by GEOID03.
 GP0154
 GP0154.The dynamic height is computed by dividing the NAVD 88
 GP0154.geopotential number by the normal gravity value computed on the
 GP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0154.degrees latitude (g = 980.6199 gals.).
 GP0154
 GP0154.The modeled gravity was interpolated from observed gravity values.
 GP0154
 GP0154;                    North         East    Units  Estimated Accuracy
 GP0154;SPC AZ C     -   567,450.      273,800.      MT  (+/- 180 meters Scaled)
 GP0154
 GP0154                          SUPERSEDED SURVEY CONTROL
 GP0154
 GP0154  NGVD 29 (??/??/92) 1480.771  (m)         4858.16   (f) ADJ UNCH    1 2
 GP0154
 GP0154.Superseded values are not recommended for survey control.
 GP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0154.See file dsdata.txt to determine how the superseded data were derived.
 GP0154
 GP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE779967(NAD 83)
 GP0154_MARKER: DB = BENCH MARK DISK
 GP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0154_STAMPING: N 50 1934
 GP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0154+STABILITY: SURFACE MOTION
 GP0154
 GP0154  HISTORY     - Date     Condition        Report By
 GP0154  HISTORY     - 1934     MONUMENTED       CGS
 GP0154  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0154
 GP0154                          STATION DESCRIPTION
 GP0154
 GP0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0154'1.1 MI SW FROM TUBA CITY.
 GP0154'1.1 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0154'COUNTY, 100 YARDS NORTH OF THE TOP OF THE GRADE WINDING INTO MOENKOPI
 GP0154'WASH, AT A SIGN READING SLOW-MOUNTAIN-GRADE AND WINDING-ROAD, AND 77
 GP0154'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 GP0154'50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0154
 GP0154                          STATION RECOVERY (1983)
 GP0154
 GP0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0407 ***********************************************************************
 FP0407  DESIGNATION -  N 500
 FP0407  PID         -  FP0407
 FP0407  STATE/COUNTY-  AZ/APACHE
 FP0407  USGS QUAD   -  PINTA (1972)
 FP0407
 FP0407                         *CURRENT SURVEY CONTROL
 FP0407  ___________________________________________________________________
 FP0407* NAD 83(1986)-  35 05 59.     (N)    109 38 28.     (W)     SCALED    
 FP0407* NAVD 88     -      1734.415  (meters)    5690.33   (feet)  ADJUSTED  
 FP0407  ___________________________________________________________________
 FP0407  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FP0407  DYNAMIC HT  -        1732.001 (meters)    5682.41  (feet)  COMP
 FP0407  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 FP0407
 FP0407  VERT ORDER  -  FIRST     CLASS II
 FP0407
 FP0407.The horizontal coordinates were scaled from a topographic map and have
 FP0407.an estimated accuracy of +/- 6 seconds.
 FP0407
 FP0407.The orthometric height was determined by differential leveling
 FP0407.and adjusted in June 1991.
 FP0407
 FP0407.The geoid height was determined by GEOID03.
 FP0407
 FP0407.The dynamic height is computed by dividing the NAVD 88
 FP0407.geopotential number by the normal gravity value computed on the
 FP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0407.degrees latitude (g = 980.6199 gals.).
 FP0407
 FP0407.The modeled gravity was interpolated from observed gravity values.
 FP0407
 FP0407;                    North         East    Units  Estimated Accuracy
 FP0407;SPC AZ E     -   454,760.      261,270.      MT  (+/- 180 meters Scaled)
 FP0407
 FP0407                          SUPERSEDED SURVEY CONTROL
 FP0407
 FP0407.No superseded survey control is available for this station.
 FP0407
 FP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD238849(NAD 83)
 FP0407_MARKER: DB = BENCH MARK DISK
 FP0407_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0407_SP_SET: ABUTMENT
 FP0407_STAMPING: N 500 1983
 FP0407_MARK LOGO: NGS   
 FP0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0407+STABILITY: POSITION/ELEVATION WELL
 FP0407
 FP0407  HISTORY     - Date     Condition        Report By
 FP0407  HISTORY     - 1983     MONUMENTED       NGS
 FP0407
 FP0407                          STATION DESCRIPTION
 FP0407
 FP0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0407'21.5 KM (13.35 MI) SW FROM CHAMBERS.
 FP0407'21.5 KM (13.35 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0407'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, IN
 FP0407'TOP OF AND 0.6 METER (2.0 FT) WEST OF THE EAST END OF THE NORTH
 FP0407'CONCRETE ABUTMENT OF A BRIDGE OVER THE HIGHWAY, 21.9 METERS (71.9 FT)
 FP0407'NORTH OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY,
 FP0407'4.8 METERS (15.7 FT) EAST OF THE CENTERLINE OF THE ROAD AND 2.8 METERS
 FP0407'(9.2 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 FP0407'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0807 ***********************************************************************
 ES0807  DESIGNATION -  N 501
 ES0807  PID         -  ES0807
 ES0807  STATE/COUNTY-  AZ/NAVAJO
 ES0807  USGS QUAD   -  SNOWFLAKE (1970)
 ES0807
 ES0807                         *CURRENT SURVEY CONTROL
 ES0807  ___________________________________________________________________
 ES0807* NAD 83(1986)-  34 31 51.     (N)    110 04 52.     (W)     SCALED    
 ES0807* NAVD 88     -      1717.345  (meters)    5634.32   (feet)  ADJUSTED  
 ES0807  ___________________________________________________________________
 ES0807  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES0807  DYNAMIC HT  -        1714.894 (meters)    5626.28  (feet)  COMP
 ES0807  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 ES0807
 ES0807  VERT ORDER  -  FIRST     CLASS II
 ES0807
 ES0807.The horizontal coordinates were scaled from a topographic map and have
 ES0807.an estimated accuracy of +/- 6 seconds.
 ES0807
 ES0807.The orthometric height was determined by differential leveling
 ES0807.and adjusted in June 1991.
 ES0807
 ES0807.The geoid height was determined by GEOID03.
 ES0807
 ES0807.The dynamic height is computed by dividing the NAVD 88
 ES0807.geopotential number by the normal gravity value computed on the
 ES0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0807.degrees latitude (g = 980.6199 gals.).
 ES0807
 ES0807.The modeled gravity was interpolated from observed gravity values.
 ES0807
 ES0807;                    North         East    Units  Estimated Accuracy
 ES0807;SPC AZ E     -   391,540.      221,210.      MT  (+/- 180 meters Scaled)
 ES0807
 ES0807                          SUPERSEDED SURVEY CONTROL
 ES0807
 ES0807.No superseded survey control is available for this station.
 ES0807
 ES0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD843214(NAD 83)
 ES0807_MARKER: DB = BENCH MARK DISK
 ES0807_SETTING: 66 = SET IN ROCK OUTCROP
 ES0807_SP_SET: ROCK OUTCROP
 ES0807_STAMPING: N 501 1983
 ES0807_MARK LOGO: NGS   
 ES0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0807+STABILITY: POSITION/ELEVATION WELL
 ES0807
 ES0807  HISTORY     - Date     Condition        Report By
 ES0807  HISTORY     - 1983     MONUMENTED       NGS
 ES0807
 ES0807                          STATION DESCRIPTION
 ES0807
 ES0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0807'33.3 KM (20.65 MI) NORT FROM SHOW LOW.
 ES0807'33.3 KM (20.65 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0807'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 ES0807'362, IN THE CENTER OF A 3 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 ES0807'41.0 METERS (134.5 FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER,
 ES0807'28.7 METERS (94.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.1
 ES0807'METERS (6.9 FT) WEST OF A FENCE.
 ES0807'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0807'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0420 ***********************************************************************
 ER0420  DESIGNATION -  N 502
 ER0420  PID         -  ER0420
 ER0420  STATE/COUNTY-  AZ/NAVAJO
 ER0420  USGS QUAD   -  LAKESIDE (1984)
 ER0420
 ER0420                         *CURRENT SURVEY CONTROL
 ER0420  ___________________________________________________________________
 ER0420* NAD 83(1986)-  34 10 06.     (N)    109 59 50.     (W)     SCALED    
 ER0420* NAVD 88     -      2033.895  (meters)    6672.87   (feet)  ADJUSTED  
 ER0420  ___________________________________________________________________
 ER0420  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ER0420  DYNAMIC HT  -        2030.829 (meters)    6662.81  (feet)  COMP
 ER0420  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 ER0420
 ER0420  VERT ORDER  -  FIRST     CLASS II
 ER0420
 ER0420.The horizontal coordinates were scaled from a topographic map and have
 ER0420.an estimated accuracy of +/- 6 seconds.
 ER0420
 ER0420.The orthometric height was determined by differential leveling
 ER0420.and adjusted in June 1991.
 ER0420
 ER0420.The geoid height was determined by GEOID03.
 ER0420
 ER0420.The dynamic height is computed by dividing the NAVD 88
 ER0420.geopotential number by the normal gravity value computed on the
 ER0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0420.degrees latitude (g = 980.6199 gals.).
 ER0420
 ER0420.The modeled gravity was interpolated from observed gravity values.
 ER0420
 ER0420;                    North         East    Units  Estimated Accuracy
 ER0420;SPC AZ E     -   351,340.      228,980.      MT  (+/- 180 meters Scaled)
 ER0420
 ER0420                          SUPERSEDED SURVEY CONTROL
 ER0420
 ER0420.No superseded survey control is available for this station.
 ER0420
 ER0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC924812(NAD 83)
 ER0420_MARKER: I = METAL ROD
 ER0420_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0420+WITH SETTING: INFORMATION.
 ER0420_SP_SET: SHALLOW SET METAL ROD
 ER0420_STAMPING: N 502 1983
 ER0420_MARK LOGO: NGS   
 ER0420_PROJECTION: FLUSH
 ER0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ER0420+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 ER0420_ROD/PIPE-DEPTH: 2.1  meters
 ER0420
 ER0420  HISTORY     - Date     Condition        Report By
 ER0420  HISTORY     - 1983     MONUMENTED       NGS
 ER0420  HISTORY     - 20061103 GOOD             GEOCAC
 ER0420
 ER0420                          STATION DESCRIPTION
 ER0420
 ER0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ER0420'10.8 KM (6.7 MI) SE FROM SHOW LOW.
 ER0420'10.8 KM (6.7 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS
 ER0420'JUNCTION WITH STATE HIGHWAY 77 IN SHOW LOW, 0.7 KM (0.45 MI) SOUTHEAST
 ER0420'OF MILEPOST 348, 19.3 METERS (63.3 FT) NORTHEAST OF THE CENTERLINE OF
 ER0420'THE HIGHWAY AND 1.8 METERS (5.9 FT) EAST-NORTHEAST OF A UTILITY POLE.
 ER0420'REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS
 ER0420'THROUGH A 5-INCH LOGO CAP.
 ER0420'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 ER0420'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 ER0420
 ER0420                          STATION RECOVERY (2006)
 ER0420
 ER0420'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ER0420'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ER0420'34 10 05.88 (N)   109 59 49.92 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0393 ***********************************************************************
 FP0393  DESIGNATION -  N 503
 FP0393  PID         -  FP0393
 FP0393  STATE/COUNTY-  AZ/APACHE
 FP0393  USGS QUAD   -  SANDERS (1971)
 FP0393
 FP0393                         *CURRENT SURVEY CONTROL
 FP0393  ___________________________________________________________________
 FP0393* NAD 83(1986)-  35 12 17.     (N)    109 22 09.     (W)     SCALED    
 FP0393* NAVD 88     -      1770.285  (meters)    5808.01   (feet)  ADJUSTED  
 FP0393  ___________________________________________________________________
 FP0393  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 FP0393  DYNAMIC HT  -        1767.822 (meters)    5799.93  (feet)  COMP
 FP0393  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 FP0393
 FP0393  VERT ORDER  -  FIRST     CLASS II
 FP0393
 FP0393.The horizontal coordinates were scaled from a topographic map and have
 FP0393.an estimated accuracy of +/- 6 seconds.
 FP0393
 FP0393.The orthometric height was determined by differential leveling
 FP0393.and adjusted in June 1991.
 FP0393
 FP0393.The geoid height was determined by GEOID03.
 FP0393
 FP0393.The dynamic height is computed by dividing the NAVD 88
 FP0393.geopotential number by the normal gravity value computed on the
 FP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0393.degrees latitude (g = 980.6199 gals.).
 FP0393
 FP0393.The modeled gravity was interpolated from observed gravity values.
 FP0393
 FP0393;                    North         East    Units  Estimated Accuracy
 FP0393;SPC AZ E     -   466,580.      285,970.      MT  (+/- 180 meters Scaled)
 FP0393
 FP0393                          SUPERSEDED SURVEY CONTROL
 FP0393
 FP0393.No superseded survey control is available for this station.
 FP0393
 FP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD484969(NAD 83)
 FP0393_MARKER: I = METAL ROD
 FP0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0393_SP_SET: STAINLESS STEEL ROD
 FP0393_STAMPING: N 503 1983
 FP0393_MARK LOGO: NGS   
 FP0393_PROJECTION: FLUSH
 FP0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0393_ROD/PIPE-DEPTH: 14.7 meters
 FP0393
 FP0393  HISTORY     - Date     Condition        Report By
 FP0393  HISTORY     - 1983     MONUMENTED       NGS
 FP0393
 FP0393                          STATION DESCRIPTION
 FP0393
 FP0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0393'6.3 KM (3.9 MI) NE FROM CHAMBERS.
 FP0393'6.3 KM (3.9 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0393'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.5
 FP0393'KM (0.3 MI) EAST OF MILEPOST 337, 14.1 METERS (46.3 FT) NORTH OF THE
 FP0393'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 6.1 METERS
 FP0393'(20.0 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD.  NOTE=ACCESS TO
 FP0393'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0393'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FP0393'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0542 ***********************************************************************
 FQ0542  DESIGNATION -  N 504
 FQ0542  PID         -  FQ0542
 FQ0542  STATE/COUNTY-  AZ/COCONINO
 FQ0542  USGS QUAD   -  ANGELL (1983)
 FQ0542
 FQ0542                         *CURRENT SURVEY CONTROL
 FQ0542  ___________________________________________________________________
 FQ0542* NAD 83(1986)-  35 10 36.     (N)    111 20 44.     (W)     SCALED    
 FQ0542* NAVD 88     -      1851.636  (meters)    6074.91   (feet)  ADJUSTED  
 FQ0542  ___________________________________________________________________
 FQ0542  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FQ0542  DYNAMIC HT  -        1849.094 (meters)    6066.57  (feet)  COMP
 FQ0542  MODELED GRAV-     979,195.3   (mgal)                       NAVD 88
 FQ0542
 FQ0542  VERT ORDER  -  FIRST     CLASS II
 FQ0542
 FQ0542.The horizontal coordinates were scaled from a topographic map and have
 FQ0542.an estimated accuracy of +/- 6 seconds.
 FQ0542
 FQ0542.The orthometric height was determined by differential leveling
 FQ0542.and adjusted in June 1991.
 FQ0542
 FQ0542.The geoid height was determined by GEOID03.
 FQ0542
 FQ0542.The dynamic height is computed by dividing the NAVD 88
 FQ0542.geopotential number by the normal gravity value computed on the
 FQ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0542.degrees latitude (g = 980.6199 gals.).
 FQ0542
 FQ0542.The modeled gravity was interpolated from observed gravity values.
 FQ0542
 FQ0542;                    North         East    Units  Estimated Accuracy
 FQ0542;SPC AZ C     -   463,320.      265,380.      MT  (+/- 180 meters Scaled)
 FQ0542
 FQ0542                          SUPERSEDED SURVEY CONTROL
 FQ0542
 FQ0542.No superseded survey control is available for this station.
 FQ0542
 FQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD685926(NAD 83)
 FQ0542_MARKER: DB = BENCH MARK DISK
 FQ0542_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0542_SP_SET: ROCK OUTCROP
 FQ0542_STAMPING: N 504 1983
 FQ0542_MARK LOGO: NGS   
 FQ0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0542
 FQ0542  HISTORY     - Date     Condition        Report By
 FQ0542  HISTORY     - 1983     MONUMENTED       NGS
 FQ0542
 FQ0542                          STATION DESCRIPTION
 FQ0542
 FQ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0542'30.0 KM (18.65 MI) EAST FROM FLAGSTAFF.
 FQ0542'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0542'RAILROAD STATION IN FLAGSTAFF, THENCE 16.4 KM (10.2 MI) EASTERLY ALONG
 FQ0542'INTERSTATE HIGHWAY 40, IN THE NORTHEAST END OF A 5 BY 15 FT EXPOSED
 FQ0542'AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST
 FQ0542'215, 17.0 METERS (55.8 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST
 FQ0542'BOUND LANES OF THE HIGHWAY, 14.2 METERS (46.6 FT) WEST OF THE
 FQ0542'NORTHWEST END OF A BOX CULVERT, 2.6 METERS (8.5 FT) NORTHWEST OF A
 FQ0542'FENCE AND 0.6 METER (2.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 FQ0542'OUTCROP.
 FQ0542'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FQ0542'THE MARK IS 2.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0472 ***********************************************************************
 GP0472  DESIGNATION -  N 505
 GP0472  PID         -  GP0472
 GP0472  STATE/COUNTY-  AZ/COCONINO
 GP0472  USGS QUAD   -  MOENAVE SE (1969)
 GP0472
 GP0472                         *CURRENT SURVEY CONTROL
 GP0472  ___________________________________________________________________
 GP0472* NAD 83(1986)-  36 06 17.     (N)    111 19 04.     (W)     SCALED    
 GP0472* NAVD 88     -      1403.130  (meters)    4603.44   (feet)  ADJUSTED  
 GP0472  ___________________________________________________________________
 GP0472  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 GP0472  DYNAMIC HT  -        1401.403 (meters)    4597.77  (feet)  COMP
 GP0472  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 GP0472
 GP0472  VERT ORDER  -  FIRST     CLASS II
 GP0472
 GP0472.The horizontal coordinates were scaled from a topographic map and have
 GP0472.an estimated accuracy of +/- 6 seconds.
 GP0472
 GP0472.The orthometric height was determined by differential leveling
 GP0472.and adjusted in June 1991.
 GP0472
 GP0472.The geoid height was determined by GEOID03.
 GP0472
 GP0472.The dynamic height is computed by dividing the NAVD 88
 GP0472.geopotential number by the normal gravity value computed on the
 GP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0472.degrees latitude (g = 980.6199 gals.).
 GP0472
 GP0472.The modeled gravity was interpolated from observed gravity values.
 GP0472
 GP0472;                    North         East    Units  Estimated Accuracy
 GP0472;SPC AZ C     -   566,300.      267,280.      MT  (+/- 180 meters Scaled)
 GP0472
 GP0472                          SUPERSEDED SURVEY CONTROL
 GP0472
 GP0472.No superseded survey control is available for this station.
 GP0472
 GP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE713956(NAD 83)
 GP0472_MARKER: DB = BENCH MARK DISK
 GP0472_SETTING: 66 = SET IN ROCK OUTCROP
 GP0472_SP_SET: ROCK OUTCROP
 GP0472_STAMPING: N 505 1983
 GP0472_MARK LOGO: NGS   
 GP0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0472+STABILITY: POSITION/ELEVATION WELL
 GP0472
 GP0472  HISTORY     - Date     Condition        Report By
 GP0472  HISTORY     - 1983     MONUMENTED       NGS
 GP0472
 GP0472                          STATION DESCRIPTION
 GP0472
 GP0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0472'9.1 KM (5.65 MI) SW FROM TUBA CITY.
 GP0472'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0472'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, THENCE 0.5 KM (0.3 MI)
 GP0472'NORTHWESTERLY ALONG COUNTY ROAD 23, NEAR THE WEST EDGE OF A 150- BY
 GP0472'260-FOOT OVAL MOUND OF OUTCROPPING BEDROCK, 156.0 METERS (511.8 FT)
 GP0472'EAST OF THE CENTER OF THE ROAD, 45.7 METERS (149.9 FT) WEST OF THE
 GP0472'EAST END OF THE ROCK OUTCROP, AND 36.6 METERS (120.1 FT) NORTH OF THE
 GP0472'SOUTH END OF THE ROCK OUTCROP.
 GP0472'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0472'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0449 ***********************************************************************
 GP0449  DESIGNATION -  N 506
 GP0449  PID         -  GP0449
 GP0449  STATE/COUNTY-  AZ/COCONINO
 GP0449  USGS QUAD   -  TONALEA (1982)
 GP0449
 GP0449                         *CURRENT SURVEY CONTROL
 GP0449  ___________________________________________________________________
 GP0449* NAD 83(1986)-  36 17 50.     (N)    110 58 55.     (W)     SCALED    
 GP0449* NAVD 88     -      1725.421  (meters)    5660.82   (feet)  ADJUSTED  
 GP0449  ___________________________________________________________________
 GP0449  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 GP0449  DYNAMIC HT  -        1723.258 (meters)    5653.72  (feet)  COMP
 GP0449  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 GP0449
 GP0449  VERT ORDER  -  FIRST     CLASS II
 GP0449
 GP0449.The horizontal coordinates were scaled from a topographic map and have
 GP0449.an estimated accuracy of +/- 6 seconds.
 GP0449
 GP0449.The orthometric height was determined by differential leveling
 GP0449.and adjusted in June 1991.
 GP0449
 GP0449.The geoid height was determined by GEOID03.
 GP0449
 GP0449.The dynamic height is computed by dividing the NAVD 88
 GP0449.geopotential number by the normal gravity value computed on the
 GP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0449.degrees latitude (g = 980.6199 gals.).
 GP0449
 GP0449.The modeled gravity was interpolated from observed gravity values.
 GP0449
 GP0449;                    North         East    Units  Estimated Accuracy
 GP0449;SPC AZ C     -   587,900.      297,310.      MT  (+/- 180 meters Scaled)
 GP0449
 GP0449                          SUPERSEDED SURVEY CONTROL
 GP0449
 GP0449.No superseded survey control is available for this station.
 GP0449
 GP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF016169(NAD 83)
 GP0449_MARKER: I = METAL ROD
 GP0449_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0449+WITH SETTING: INFORMATION.
 GP0449_SP_SET: SHALLOW SET METAL ROD
 GP0449_STAMPING: N 506 1983
 GP0449_MARK LOGO: NGS   
 GP0449_PROJECTION: FLUSH
 GP0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0449_ROD/PIPE-DEPTH: 2.4  meters
 GP0449
 GP0449  HISTORY     - Date     Condition        Report By
 GP0449  HISTORY     - 1983     MONUMENTED       NGS
 GP0449
 GP0449                          STATION DESCRIPTION
 GP0449
 GP0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0449'31.3 KM (19.4 MI) NE FROM TUBA CITY.
 GP0449'31.3 KM (19.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0449'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 61.3 METERS (201.1 FT)
 GP0449'NORTH OF MILEPOST 341, 61.0 METERS (200.1 FT) NORTHWEST OF THE
 GP0449'CENTERLINE OF THE HIGHWAY, AND 41.0 METERS (134.5 FT) NORTHWEST OF THE
 GP0449'NORTHWEST END OF A PAVED STRIP LEADING NORTHWEST.  NOTE=REFUSAL WAS
 GP0449'REACHED AT 8.0 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GP0449'LOGO CAP.
 GP0449'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0449'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0384 ***********************************************************************
 GP0384  DESIGNATION -  N 508
 GP0384  PID         -  GP0384
 GP0384  STATE/COUNTY-  AZ/COCONINO
 GP0384  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0384
 GP0384                         *CURRENT SURVEY CONTROL
 GP0384  ___________________________________________________________________
 GP0384* NAD 83(1986)-  36 13 46.     (N)    111 24 10.     (W)     SCALED    
 GP0384* NAVD 88     -      1523.627  (meters)    4998.77   (feet)  ADJUSTED  
 GP0384  ___________________________________________________________________
 GP0384  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0384  DYNAMIC HT  -        1521.747 (meters)    4992.60  (feet)  COMP
 GP0384  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 GP0384
 GP0384  VERT ORDER  -  FIRST     CLASS II
 GP0384
 GP0384.The horizontal coordinates were scaled from a topographic map and have
 GP0384.an estimated accuracy of +/- 6 seconds.
 GP0384
 GP0384.The orthometric height was determined by differential leveling
 GP0384.and adjusted in June 1991.
 GP0384
 GP0384.The geoid height was determined by GEOID03.
 GP0384
 GP0384.The dynamic height is computed by dividing the NAVD 88
 GP0384.geopotential number by the normal gravity value computed on the
 GP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0384.degrees latitude (g = 980.6199 gals.).
 GP0384
 GP0384.The modeled gravity was interpolated from observed gravity values.
 GP0384
 GP0384;                    North         East    Units  Estimated Accuracy
 GP0384;SPC AZ C     -   580,090.      259,560.      MT  (+/- 180 meters Scaled)
 GP0384
 GP0384                          SUPERSEDED SURVEY CONTROL
 GP0384
 GP0384.No superseded survey control is available for this station.
 GP0384
 GP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF638094(NAD 83)
 GP0384_MARKER: I = METAL ROD
 GP0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0384_SP_SET: STAINLESS STEEL ROD
 GP0384_STAMPING: N 508 1983
 GP0384_MARK LOGO: NGS   
 GP0384_PROJECTION: FLUSH
 GP0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0384_ROD/PIPE-DEPTH: 6.1  meters
 GP0384
 GP0384  HISTORY     - Date     Condition        Report By
 GP0384  HISTORY     - 1983     MONUMENTED       NGS
 GP0384
 GP0384                          STATION DESCRIPTION
 GP0384
 GP0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0384'9.5 KM (5.9 MI) SOUTH FROM THE GAP.
 GP0384'9.55 KM (5.95 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0384'THE GAP, IN THE SOUTHWEST CORNER OF THE Y-JUNCTION OF A DIRT ROAD
 GP0384'LEADING WEST, 24.5 METERS (80.5 FT) SOUTHWEST OF MILEPOST 492,
 GP0384'30.0 METERS (98.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 17.4 METERS
 GP0384'(57 FT) SOUTHEAST OF THE SOUTHEAST GATE POST FOR A WIRE GATE,
 GP0384'7.6 METERS (25 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD, 20.7 METERS
 GP0384'(68 FT) SOUTH OF THE SOUTHWEST END OF A 36-INCH CORRUGATED METAL PIPE
 GP0384'CULVERT, 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0384'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0384'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0015 ***********************************************************************
 GQ0015  DESIGNATION -  N 51
 GQ0015  PID         -  GQ0015
 GQ0015  STATE/COUNTY-  AZ/COCONINO
 GQ0015  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0015
 GQ0015                         *CURRENT SURVEY CONTROL
 GQ0015  ___________________________________________________________________
 GQ0015* NAD 83(1986)-  36 44 36.     (N)    112 06 46.     (W)     SCALED    
 GQ0015* NAVD 88     -      2055.119  (meters)    6742.50   (feet)  POSTED    
 GQ0015  ___________________________________________________________________
 GQ0015  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 GQ0015  DYNAMIC HT  -        2052.510 (meters)    6733.94  (feet)  COMP
 GQ0015  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 GQ0015
 GQ0015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0015
 GQ0015.The horizontal coordinates were scaled from a topographic map and have
 GQ0015.an estimated accuracy of +/- 6 seconds.
 GQ0015
 GQ0015.The orthometric height was determined by differential leveling
 GQ0015.and adjusted by the  in 1992.
 GQ0015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0015.rate of 0.0 thru 1.0 mm/km.
 GQ0015
 GQ0015.The geoid height was determined by GEOID03.
 GQ0015
 GQ0015.The dynamic height is computed by dividing the NAVD 88
 GQ0015.geopotential number by the normal gravity value computed on the
 GQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0015.degrees latitude (g = 980.6199 gals.).
 GQ0015
 GQ0015.The modeled gravity was interpolated from observed gravity values.
 GQ0015
 GQ0015;                    North         East    Units  Estimated Accuracy
 GQ0015;SPC AZ C     -   637,010.      195,850.      MT  (+/- 180 meters Scaled)
 GQ0015
 GQ0015                          SUPERSEDED SURVEY CONTROL
 GQ0015
 GQ0015  NGVD 29 (??/??/92) 2054.003  (m)         6738.84   (f) ADJ UNCH    1 2
 GQ0015
 GQ0015.Superseded values are not recommended for survey control.
 GQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0015.See file dsdata.txt to determine how the superseded data were derived.
 GQ0015
 GQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF006669(NAD 83)
 GQ0015_MARKER: DB = BENCH MARK DISK
 GQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0015_STAMPING: N 51 1934
 GQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0015+STABILITY: SURFACE MOTION
 GQ0015
 GQ0015  HISTORY     - Date     Condition        Report By
 GQ0015  HISTORY     - 1934     MONUMENTED       CGS
 GQ0015  HISTORY     - 19840627 MARK NOT FOUND   USGS
 GQ0015
 GQ0015                          STATION DESCRIPTION
 GQ0015
 GQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0015'6.1 MI W FROM HOUSE ROCK SPRINGS.
 GQ0015'6.1 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0015'COUNTY, 356 FEET WEST OF A CATTLE GUARD FENCE AND A CORRAL, 38 FEET
 GQ0015'NORTH OF A SMALL DRY WASH PARALLELING THE HIGHWAY, AND 25 FEET SOUTH
 GQ0015'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 51 1934
 GQ0015'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 GQ0015'GROUND.
 GQ0015
 GQ0015                          STATION RECOVERY (1984)
 GQ0015
 GQ0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JLD)
 GQ0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0340 ***********************************************************************
 GP0340  DESIGNATION -  N 510
 GP0340  PID         -  GP0340
 GP0340  STATE/COUNTY-  AZ/COCONINO
 GP0340  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0340
 GP0340                         *CURRENT SURVEY CONTROL
 GP0340  ___________________________________________________________________
 GP0340* NAD 83(1986)-  36 01 23.     (N)    111 23 51.     (W)     SCALED    
 GP0340* NAVD 88     -      1321.309  (meters)    4334.99   (feet)  ADJUSTED  
 GP0340  ___________________________________________________________________
 GP0340  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 GP0340  DYNAMIC HT  -        1319.690 (meters)    4329.68  (feet)  COMP
 GP0340  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 GP0340
 GP0340  VERT ORDER  -  FIRST     CLASS II
 GP0340
 GP0340.The horizontal coordinates were scaled from a topographic map and have
 GP0340.an estimated accuracy of +/- 6 seconds.
 GP0340
 GP0340.The orthometric height was determined by differential leveling
 GP0340.and adjusted in June 1991.
 GP0340
 GP0340.The geoid height was determined by GEOID03.
 GP0340
 GP0340.The dynamic height is computed by dividing the NAVD 88
 GP0340.geopotential number by the normal gravity value computed on the
 GP0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0340.degrees latitude (g = 980.6199 gals.).
 GP0340
 GP0340.The modeled gravity was interpolated from observed gravity values.
 GP0340
 GP0340;                    North         East    Units  Estimated Accuracy
 GP0340;SPC AZ C     -   557,200.      260,150.      MT  (+/- 180 meters Scaled)
 GP0340
 GP0340                          SUPERSEDED SURVEY CONTROL
 GP0340
 GP0340.No superseded survey control is available for this station.
 GP0340
 GP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE641865(NAD 83)
 GP0340_MARKER: DB = BENCH MARK DISK
 GP0340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0340_SP_SET: GUARD RAIL
 GP0340_STAMPING: N 510 1983
 GP0340_MARK LOGO: NGS   
 GP0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0340
 GP0340  HISTORY     - Date     Condition        Report By
 GP0340  HISTORY     - 1983     MONUMENTED       NGS
 GP0340
 GP0340                          STATION DESCRIPTION
 GP0340
 GP0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0340'16.9 KM (10.5 MI) NORTH FROM CAMERON.
 GP0340'16.9 KM (10.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0340'CAMERON, IN TOP OF THE SOUTH END OF THE WEST GUARD RAIL FOR THE BRIDGE
 GP0340'OVER THE MOENKOPI WASH, 0.2 KM (0.1 MI) NORTH OF MILEPOST 477, 5.4
 GP0340'METERS (18 FT) WEST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) NORTH
 GP0340'OF THE SOUTH END.
 GP0340'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0490 ***********************************************************************
 FQ0490  DESIGNATION -  N 511
 FQ0490  PID         -  FQ0490
 FQ0490  STATE/COUNTY-  AZ/COCONINO
 FQ0490  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0490
 FQ0490                         *CURRENT SURVEY CONTROL
 FQ0490  ___________________________________________________________________
 FQ0490* NAD 83(1986)-  35 39 38.     (N)    111 30 45.     (W)     SCALED    
 FQ0490* NAVD 88     -      1600.351  (meters)    5250.48   (feet)  ADJUSTED  
 FQ0490  ___________________________________________________________________
 FQ0490  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 FQ0490  DYNAMIC HT  -        1598.263 (meters)    5243.63  (feet)  COMP
 FQ0490  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 FQ0490
 FQ0490  VERT ORDER  -  FIRST     CLASS II
 FQ0490
 FQ0490.The horizontal coordinates were scaled from a topographic map and have
 FQ0490.an estimated accuracy of +/- 6 seconds.
 FQ0490
 FQ0490.The orthometric height was determined by differential leveling
 FQ0490.and adjusted in June 1991.
 FQ0490
 FQ0490.The geoid height was determined by GEOID03.
 FQ0490
 FQ0490.The dynamic height is computed by dividing the NAVD 88
 FQ0490.geopotential number by the normal gravity value computed on the
 FQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0490.degrees latitude (g = 980.6199 gals.).
 FQ0490
 FQ0490.The modeled gravity was interpolated from observed gravity values.
 FQ0490
 FQ0490;                    North         East    Units  Estimated Accuracy
 FQ0490;SPC AZ C     -   516,930.      249,950.      MT  (+/- 180 meters Scaled)
 FQ0490
 FQ0490                          SUPERSEDED SURVEY CONTROL
 FQ0490
 FQ0490.No superseded survey control is available for this station.
 FQ0490
 FQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE536464(NAD 83)
 FQ0490_MARKER: I = METAL ROD
 FQ0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0490_SP_SET: STAINLESS STEEL ROD
 FQ0490_STAMPING: N 511 1983
 FQ0490_MARK LOGO: NGS   
 FQ0490_PROJECTION: FLUSH
 FQ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0490+STABILITY: SURFACE MOTION
 FQ0490_ROD/PIPE-DEPTH: 1.0  meters
 FQ0490
 FQ0490  HISTORY     - Date     Condition        Report By
 FQ0490  HISTORY     - 1983     MONUMENTED       NGS
 FQ0490
 FQ0490                          STATION DESCRIPTION
 FQ0490
 FQ0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0490'25.6 KM (15.9 MI) SOUTH FROM CAMERON.
 FQ0490'25.6 KM (15.9 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0490'CAMERON, AT A POWER LINE CROSSING, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 FQ0490'451, 22.2 METERS (73 FT) EAST OF THE HIGHWAY CENTERLINE, 10.9 METERS
 FQ0490'(36 FT) SOUTH OF THE SOUTH END OF A GATE, 3.0 METERS (10 FT) WEST OF
 FQ0490'THE RIGHT OF WAY FENCE, 1.8 METERS (6 FT) NORTH OF A POWER POLE.
 FQ0490'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0490'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0422 ***********************************************************************
 GP0422  DESIGNATION -  N 512
 GP0422  PID         -  GP0422
 GP0422  STATE/COUNTY-  AZ/NAVAJO
 GP0422  USGS QUAD   -  SHONTO SE (1982)
 GP0422
 GP0422                         *CURRENT SURVEY CONTROL
 GP0422  ___________________________________________________________________
 GP0422* NAD 83(1986)-  36 30 55.     (N)    110 35 43.     (W)     SCALED    
 GP0422* NAVD 88     -      1956.721  (meters)    6419.68   (feet)  ADJUSTED  
 GP0422  ___________________________________________________________________
 GP0422  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 GP0422  DYNAMIC HT  -        1954.235 (meters)    6411.52  (feet)  COMP
 GP0422  MODELED GRAV-     979,291.2   (mgal)                       NAVD 88
 GP0422
 GP0422  VERT ORDER  -  FIRST     CLASS II
 GP0422
 GP0422.The horizontal coordinates were scaled from a topographic map and have
 GP0422.an estimated accuracy of +/- 6 seconds.
 GP0422
 GP0422.The orthometric height was determined by differential leveling
 GP0422.and adjusted in June 1991.
 GP0422
 GP0422.The geoid height was determined by GEOID03.
 GP0422
 GP0422.The dynamic height is computed by dividing the NAVD 88
 GP0422.geopotential number by the normal gravity value computed on the
 GP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0422.degrees latitude (g = 980.6199 gals.).
 GP0422
 GP0422.The modeled gravity was interpolated from observed gravity values.
 GP0422
 GP0422;                    North         East    Units  Estimated Accuracy
 GP0422;SPC AZ E     -   611,770.      174,970.      MT  (+/- 180 meters Scaled)
 GP0422
 GP0422                          SUPERSEDED SURVEY CONTROL
 GP0422
 GP0422.No superseded survey control is available for this station.
 GP0422
 GP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF362411(NAD 83)
 GP0422_MARKER: I = METAL ROD
 GP0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0422_SP_SET: STAINLESS STEEL ROD
 GP0422_STAMPING: N 512 1983
 GP0422_MARK LOGO: NGS   
 GP0422_PROJECTION: FLUSH
 GP0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0422_ROD/PIPE-DEPTH: 9.8  meters
 GP0422
 GP0422  HISTORY     - Date     Condition        Report By
 GP0422  HISTORY     - 1983     MONUMENTED       NGS
 GP0422
 GP0422                          STATION DESCRIPTION
 GP0422
 GP0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0422'40.3 KM (25.05 MI) SW FROM KAYENTA.
 GP0422'40.3 KM (25.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0422'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 9.6 KM (5.95 MI) SOUTHWEST
 GP0422'OF STATE HIGHWAY 564, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 368,
 GP0422'30.0 METERS (98.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0422'4.3 METERS (14.1 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 GP0422'POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0422'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0422'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0393 ***********************************************************************
 GP0393  DESIGNATION -  N 513
 GP0393  PID         -  GP0393
 GP0393  STATE/COUNTY-  AZ/NAVAJO
 GP0393  USGS QUAD   -  TSEYI-HATSOSI (1988)
 GP0393
 GP0393                         *CURRENT SURVEY CONTROL
 GP0393  ___________________________________________________________________
 GP0393* NAD 83(1986)-  36 51 28.     (N)    110 16 02.     (W)     SCALED    
 GP0393* NAVD 88     -      1623.322  (meters)    5325.85   (feet)  ADJUSTED  
 GP0393  ___________________________________________________________________
 GP0393  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 GP0393  DYNAMIC HT  -        1621.413 (meters)    5319.59  (feet)  COMP
 GP0393  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 GP0393
 GP0393  VERT ORDER  -  FIRST     CLASS II
 GP0393
 GP0393.The horizontal coordinates were scaled from a topographic map and have
 GP0393.an estimated accuracy of +/- 6 seconds.
 GP0393
 GP0393.The orthometric height was determined by differential leveling
 GP0393.and adjusted in June 1991.
 GP0393
 GP0393.The geoid height was determined by GEOID03.
 GP0393
 GP0393.The dynamic height is computed by dividing the NAVD 88
 GP0393.geopotential number by the normal gravity value computed on the
 GP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0393.degrees latitude (g = 980.6199 gals.).
 GP0393
 GP0393.The modeled gravity was interpolated from observed gravity values.
 GP0393
 GP0393;                    North         East    Units  Estimated Accuracy
 GP0393;SPC AZ E     -   649,690.      204,390.      MT  (+/- 180 meters Scaled)
 GP0393
 GP0393                          SUPERSEDED SURVEY CONTROL
 GP0393
 GP0393.No superseded survey control is available for this station.
 GP0393
 GP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF653793(NAD 83)
 GP0393_MARKER: DB = BENCH MARK DISK
 GP0393_SETTING: 66 = SET IN ROCK OUTCROP
 GP0393_SP_SET: ROCK OUTCROP
 GP0393_STAMPING: N 513 1983
 GP0393_MARK LOGO: NGS   
 GP0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0393+STABILITY: POSITION/ELEVATION WELL
 GP0393
 GP0393  HISTORY     - Date     Condition        Report By
 GP0393  HISTORY     - 1983     MONUMENTED       NGS
 GP0393
 GP0393                          STATION DESCRIPTION
 GP0393
 GP0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0393'19.6 KM (12.15 MI) NE FROM KAYENTA.
 GP0393'19.6 KM (12.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0393'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 0.5 KM (0.3 MI) SOUTHWEST
 GP0393'OF MILEPOST 406, IN THE CENTER OF A 30- BY 108-FOOT EXPOSED AREA OF
 GP0393'OUTCROPPING BEDROCK, 75.3 METERS (247.0 FT) SOUTHEAST OF THE
 GP0393'CENTERLINE OF THE HIGHWAY, 52.2 METERS (171.3 FT) SOUTHEAST OF A
 GP0393'FENCE, 38.1 METERS (125.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD
 GP0393'LEADING NORTHEAST, 4.8 METERS (15.7 FT) WEST OF THE EAST EDGE OF A
 GP0393'LEDGE, AND 6.0 METERS (19.6 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
 GP0393'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0393'THE MARK IS 1.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2505 ***********************************************************************
 CZ2505  DESIGNATION -  N 516
 CZ2505  PID         -  CZ2505
 CZ2505  STATE/COUNTY-  AZ/PINAL
 CZ2505  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2505
 CZ2505                         *CURRENT SURVEY CONTROL
 CZ2505  ___________________________________________________________________
 CZ2505* NAD 83(1986)-  32 43 12.     (N)    111 37 12.     (W)     SCALED    
 CZ2505* NAVD 88     -       472.283  (meters)    1549.48   (feet)  ADJUSTED  
 CZ2505  ___________________________________________________________________
 CZ2505  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ2505  DYNAMIC HT  -         471.686 (meters)    1547.52  (feet)  COMP
 CZ2505  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 CZ2505
 CZ2505  VERT ORDER  -  FIRST     CLASS II
 CZ2505
 CZ2505.The horizontal coordinates were scaled from a topographic map and have
 CZ2505.an estimated accuracy of +/- 6 seconds.
 CZ2505
 CZ2505.The orthometric height was determined by differential leveling
 CZ2505.and adjusted in November 1993.
 CZ2505
 CZ2505.The geoid height was determined by GEOID03.
 CZ2505
 CZ2505.The dynamic height is computed by dividing the NAVD 88
 CZ2505.geopotential number by the normal gravity value computed on the
 CZ2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2505.degrees latitude (g = 980.6199 gals.).
 CZ2505
 CZ2505.The modeled gravity was interpolated from observed gravity values.
 CZ2505
 CZ2505;                    North         East    Units  Estimated Accuracy
 CZ2505;SPC AZ C     -   190,740.      241,170.      MT  (+/- 180 meters Scaled)
 CZ2505
 CZ2505                          SUPERSEDED SURVEY CONTROL
 CZ2505
 CZ2505.No superseded survey control is available for this station.
 CZ2505
 CZ2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418204(NAD 83)
 CZ2505_MARKER: I = METAL ROD
 CZ2505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CZ2505+WITH SETTING: INFORMATION.
 CZ2505_SP_SET: METAL ROD DRIVEN INTO GROUND
 CZ2505_STAMPING: N 516 1991
 CZ2505_MARK LOGO: NGS   
 CZ2505_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2505+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2505
 CZ2505  HISTORY     - Date     Condition        Report By
 CZ2505  HISTORY     - 1991     MONUMENTED       NGS
 CZ2505  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ2505
 CZ2505                          STATION DESCRIPTION
 CZ2505
 CZ2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2505'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2505'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ2505'THENCE 8.0 KM (4.95 MI) SOUTHERLY ALONG TOLTEC ROAD, 53.0 M (173.9
 CZ2505'FT) NORTH OF THE CENTER OF PHILLIPS ROAD, 11.4 M (37.4 FT) EAST OF
 CZ2505'THE ROAD CENTERLINE, 2.3 M (7.5 FT) NORTH OF A T-JUNCTION UTILITY
 CZ2505'POLE, 1.9 M (6.2 FT) SOUTH OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW
 CZ2505'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 CZ2505'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 CZ2505'ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 2.3 METERS AND PROJECTS 0.9
 CZ2505'CM AND FLUSH WITH THE GROUND.
 CZ2505
 CZ2505                          STATION RECOVERY (2007)
 CZ2505
 CZ2505'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2305 ***********************************************************************
 DU2305  DESIGNATION -  N 517
 DU2305  PID         -  DU2305
 DU2305  STATE/COUNTY-  AZ/MARICOPA
 DU2305  USGS QUAD   -  BUCKHORN (1982)
 DU2305
 DU2305                         *CURRENT SURVEY CONTROL
 DU2305  ___________________________________________________________________
 DU2305* NAD 83(1986)-  33 25 04.     (N)    111 41 03.     (W)     SCALED    
 DU2305* NAVD 88     -       432.834  (meters)    1420.06   (feet)  ADJUSTED  
 DU2305  ___________________________________________________________________
 DU2305  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU2305  DYNAMIC HT  -         432.318 (meters)    1418.36  (feet)  COMP
 DU2305  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 DU2305
 DU2305  VERT ORDER  -  FIRST     CLASS II
 DU2305
 DU2305.The horizontal coordinates were scaled from a topographic map and have
 DU2305.an estimated accuracy of +/- 6 seconds.
 DU2305
 DU2305.The orthometric height was determined by differential leveling
 DU2305.and adjusted in November 1993.
 DU2305
 DU2305.The geoid height was determined by GEOID03.
 DU2305
 DU2305.The dynamic height is computed by dividing the NAVD 88
 DU2305.geopotential number by the normal gravity value computed on the
 DU2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2305.degrees latitude (g = 980.6199 gals.).
 DU2305
 DU2305.The modeled gravity was interpolated from observed gravity values.
 DU2305
 DU2305;                    North         East    Units  Estimated Accuracy
 DU2305;SPC AZ C     -   268,110.      234,980.      MT  (+/- 180 meters Scaled)
 DU2305
 DU2305                          SUPERSEDED SURVEY CONTROL
 DU2305
 DU2305.No superseded survey control is available for this station.
 DU2305
 DU2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363978(NAD 83)
 DU2305_MARKER: I = METAL ROD
 DU2305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2305_SP_SET: STAINLESS STEEL ROD
 DU2305_STAMPING: N 517 1992
 DU2305_MARK LOGO: NGS   
 DU2305_PROJECTION: FLUSH
 DU2305_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2305+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 DU2305_ROD/PIPE-DEPTH: 4.0  meters
 DU2305
 DU2305  HISTORY     - Date     Condition        Report By
 DU2305  HISTORY     - 1992     MONUMENTED       NGS
 DU2305  HISTORY     - 20060901 GOOD             GEOCAC
 DU2305
 DU2305                          STATION DESCRIPTION
 DU2305
 DU2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2305'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2305'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2305'0.2 KM (0.10 MI) NORTHERLY ALONG NORTH POWERS ROAD, 9.2 M (30.2 FT)
 DU2305'NORTH OF THE CENTER OF AKRON STREET, 5.9 M (19.4 FT) WEST OF AND
 DU2305'LEVEL WITH THE WEST CURB OF THE ROAD, 0.7 M (2.3 FT) SOUTH OF UTILITY
 DU2305'POLE NUMBER 10, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 DU2305'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2305
 DU2305                          STATION RECOVERY (2006)
 DU2305
 DU2305'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2329 ***********************************************************************
 DU2329  DESIGNATION -  N 518
 DU2329  PID         -  DU2329
 DU2329  STATE/COUNTY-  AZ/MARICOPA
 DU2329  USGS QUAD   -  TEMPE (1982)
 DU2329
 DU2329                         *CURRENT SURVEY CONTROL
 DU2329  ___________________________________________________________________
 DU2329* NAD 83(1986)-  33 24 54.     (N)    111 53 32.     (W)     SCALED    
 DU2329* NAVD 88     -       363.687  (meters)    1193.20   (feet)  ADJUSTED  
 DU2329  ___________________________________________________________________
 DU2329  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2329  DYNAMIC HT  -         363.264 (meters)    1191.81  (feet)  COMP
 DU2329  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 DU2329
 DU2329  VERT ORDER  -  FIRST     CLASS II
 DU2329
 DU2329.The horizontal coordinates were scaled from a topographic map and have
 DU2329.an estimated accuracy of +/- 6 seconds.
 DU2329
 DU2329.The orthometric height was determined by differential leveling
 DU2329.and adjusted in November 1993.
 DU2329
 DU2329.The geoid height was determined by GEOID03.
 DU2329
 DU2329.The dynamic height is computed by dividing the NAVD 88
 DU2329.geopotential number by the normal gravity value computed on the
 DU2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2329.degrees latitude (g = 980.6199 gals.).
 DU2329
 DU2329.The modeled gravity was interpolated from observed gravity values.
 DU2329
 DU2329;                    North         East    Units  Estimated Accuracy
 DU2329;SPC AZ C     -   267,770.      215,630.      MT  (+/- 180 meters Scaled)
 DU2329
 DU2329                          SUPERSEDED SURVEY CONTROL
 DU2329
 DU2329.No superseded survey control is available for this station.
 DU2329
 DU2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB170976(NAD 83)
 DU2329_MARKER: DV = VERTICAL CONTROL DISK
 DU2329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2329_SP_SET: ABUTMENT
 DU2329_STAMPING: N 518 1992
 DU2329_MARK LOGO: NGS   
 DU2329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2329+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2329
 DU2329  HISTORY     - Date     Condition        Report By
 DU2329  HISTORY     - 1992     MONUMENTED       NGS
 DU2329  HISTORY     - 20060224 GOOD             GEOCAC
 DU2329  HISTORY     - 20080507 MARK NOT FOUND   GEOCAC
 DU2329
 DU2329                          STATION DESCRIPTION
 DU2329
 DU2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2329'IN TEMPE, AT THE INTERSECTION OF APACHE BOULEVARD AND PRICE ROAD, IN
 DU2329'TOP OF AND 2.2 M (7.2 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 DU2329'ABUTMENT OF THE BOULEVARD BRIDGE SPANNING STATE HIGHWAY 101, 13.0 M
 DU2329'(42.7 FT) EAST OF THE EAST CURB OF THE SOUTHBOUND LANES OF THE ROAD,
 DU2329'5.9 M (19.4 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE HIGHWAY,
 DU2329'2.0 M (6.6 FT) SOUTH OF A BRIDGE RAILING, AND 0.3 M (1.0 FT) NORTH OF
 DU2329'A GUARD RAIL.
 DU2329
 DU2329                          STATION RECOVERY (2006)
 DU2329
 DU2329'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2329'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2329'33 24 53.58 (N)   111 53 30.24 (W) (NAD 83).
 DU2329
 DU2329                          STATION RECOVERY (2008)
 DU2329
 DU2329'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2329'A METAL GUARD HAS BEEN ADDED TO THE NORTH SIDE OF THE WALL SEPARATING
 DU2329'THE VEHICULAR LANES FROM THE PEDESTRIAN WALKWAY, AT THE PAVEMENT
 DU2329'LEVEL. RECOVERY OR USE OF THE MARK WILL REQUIRE REMOVAL OF THE METAL
 DU2329'GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2302 ***********************************************************************
 DV2302  DESIGNATION -  N 519
 DV2302  PID         -  DV2302
 DV2302  STATE/COUNTY-  AZ/MARICOPA
 DV2302  USGS QUAD   -  FOWLER (1982)
 DV2302
 DV2302                         *CURRENT SURVEY CONTROL
 DV2302  ___________________________________________________________________
 DV2302* NAD 83(1986)-  33 25 24.     (N)    112 10 09.     (W)     SCALED    
 DV2302* NAVD 88     -       312.640  (meters)    1025.72   (feet)  ADJUSTED  
 DV2302  ___________________________________________________________________
 DV2302  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV2302  DYNAMIC HT  -         312.279 (meters)    1024.54  (feet)  COMP
 DV2302  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 DV2302
 DV2302  VERT ORDER  -  FIRST     CLASS II
 DV2302
 DV2302.The horizontal coordinates were scaled from a topographic map and have
 DV2302.an estimated accuracy of +/- 6 seconds.
 DV2302
 DV2302.The orthometric height was determined by differential leveling
 DV2302.and adjusted in November 1993.
 DV2302
 DV2302.The geoid height was determined by GEOID03.
 DV2302
 DV2302.The dynamic height is computed by dividing the NAVD 88
 DV2302.geopotential number by the normal gravity value computed on the
 DV2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2302.degrees latitude (g = 980.6199 gals.).
 DV2302
 DV2302.The modeled gravity was interpolated from observed gravity values.
 DV2302
 DV2302;                    North         East    Units  Estimated Accuracy
 DV2302;SPC AZ C     -   268,730.      189,880.      MT  (+/- 180 meters Scaled)
 DV2302
 DV2302                          SUPERSEDED SURVEY CONTROL
 DV2302
 DV2302.No superseded survey control is available for this station.
 DV2302
 DV2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913988(NAD 83)
 DV2302_MARKER: I = METAL ROD
 DV2302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2302_SP_SET: STAINLESS STEEL ROD
 DV2302_STAMPING: N 519 1992
 DV2302_MARK LOGO: NGS   
 DV2302_PROJECTION: FLUSH
 DV2302_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2302+STABILITY: POSITION/ELEVATION WELL
 DV2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2302+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DV2302_ROD/PIPE-DEPTH: 4.9  meters
 DV2302
 DV2302  HISTORY     - Date     Condition        Report By
 DV2302  HISTORY     - 1992     MONUMENTED       NGS
 DV2302  HISTORY     - 19940425 GOOD             NGS
 DV2302  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV2302
 DV2302                          STATION DESCRIPTION
 DV2302
 DV2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2302'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2302'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2302'91ST AVENUE, THENCE 8.1 KM (5.05 MI) EASTERLY ALONG WEST LOWER
 DV2302'BUCKEYE ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG SOUTH 51ST
 DV2302'AVENUE, 27.2 M (89.2 FT) WEST OF THE SOUTHWEST CORNER OF SWIFT
 DV2302'OCCUPATIONAL EXAMINING CENTER, 19.3 M (63.3 FT) EAST OF THE AVENUE
 DV2302'CENTER, 11.4 M (37.4 FT) NORTH OF THE CENTER OF A DRIVEWAY, 6.0 M
 DV2302'(19.7 FT) NORTHEAST OF A PLUM TREE, AND 0.3 M (1.0 FT) BELOW THE
 DV2302'LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DV2302'5-INCH LOGO CAP.
 DV2302
 DV2302                          STATION RECOVERY (1994)
 DV2302
 DV2302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV2302'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2302'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2302'91ST AVENUE, THENCE 8.1 KM (5.05 MI) EASTERLY ALONG WEST LOWER
 DV2302'BUCKEYE ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG SOUTH 51ST
 DV2302'AVENUE, 27.2 M (89.2 FT) WEST OF THE SOUTHWEST CORNER OF THE SWIFT
 DV2302'OCCUPATIONAL EXAMINING CENTER, 18.5 M (60.7 FT) EAST OF THE AVENUE
 DV2302'CENTERLINE, 11.4 M (37.4 FT) NORTH OF THE CENTER OF A DRIVEWAY, 6.0 M
 DV2302'(19.7 FT) NORTHEAST OF A PALM TREE, AND 0.3 M (1.0 FT) BELOW THE
 DV2302'LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DV2302'5-INCH LOGO CAP.
 DV2302
 DV2302                          STATION RECOVERY (2008)
 DV2302
 DV2302'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2302'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV2302'MARK. A DEPRESSION WAS FOUND IN THE LAWN AT THE DESCRIBED LOCATION,
 DV2302'GIVING THE IMPRESSION THAT SOMETHING HAD BEEN DUG OUT OF THE GROUND
 DV2302'THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0866 ***********************************************************************
 FS0866  DESIGNATION -  N 52
 FS0866  PID         -  FS0866
 FS0866  STATE/COUNTY-  AZ/MOHAVE
 FS0866  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0866
 FS0866                         *CURRENT SURVEY CONTROL
 FS0866  ___________________________________________________________________
 FS0866* NAD 83(1986)-  35 29 29.     (N)    114 40 36.     (W)     SCALED    
 FS0866* NAVD 88     -       174.407  (meters)     572.20   (feet)  POSTED    
 FS0866  ___________________________________________________________________
 FS0866  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0866  DYNAMIC HT  -         174.230 (meters)     571.62  (feet)  COMP
 FS0866  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 FS0866
 FS0866  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0866
 FS0866.The horizontal coordinates were scaled from a topographic map and have
 FS0866.an estimated accuracy of +/- 6 seconds.
 FS0866
 FS0866.The orthometric height was determined by differential leveling
 FS0866.and adjusted by the  in 1992.
 FS0866.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0866.rate of 3.1 thru 4.0 mm/km.
 FS0866
 FS0866.The geoid height was determined by GEOID03.
 FS0866
 FS0866.The dynamic height is computed by dividing the NAVD 88
 FS0866.geopotential number by the normal gravity value computed on the
 FS0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0866.degrees latitude (g = 980.6199 gals.).
 FS0866
 FS0866.The modeled gravity was interpolated from observed gravity values.
 FS0866
 FS0866;                    North         East    Units  Estimated Accuracy
 FS0866;SPC AZ W     -   498,500.      129,280.      MT  (+/- 180 meters Scaled)
 FS0866
 FS0866                          SUPERSEDED SURVEY CONTROL
 FS0866
 FS0866  NGVD 29 (??/??/92)  173.706  (m)          569.90   (f) ADJ UNCH    1 2
 FS0866
 FS0866.Superseded values are not recommended for survey control.
 FS0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0866.See file dsdata.txt to determine how the superseded data were derived.
 FS0866
 FS0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV107300(NAD 83)
 FS0866_MARKER: DB = BENCH MARK DISK
 FS0866_SETTING: 66 = SET IN ROCK OUTCROP
 FS0866_SP_SET: BEDROCK
 FS0866_STAMPING: N 52 1934
 FS0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0866+STABILITY: POSITION/ELEVATION WELL
 FS0866
 FS0866  HISTORY     - Date     Condition        Report By
 FS0866  HISTORY     - 1934     MONUMENTED       CGS
 FS0866  HISTORY     - 1950     GOOD             NGS
 FS0866  HISTORY     - 1957     GOOD             USGS
 FS0866
 FS0866                          STATION DESCRIPTION
 FS0866
 FS0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0866'31 MI W FROM GRASSHOPPER JUNCTION.
 FS0866'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0866'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 23.6 MILES WEST
 FS0866'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, AT THE
 FS0866'AERIAL FERRY SITE ON THE EAST BANK OF THE COLORADO RIVER ABOUT 52
 FS0866'YARDS NORTH OF A GROUP OF WILLOW TREES, 60 FEET SOUTHWEST OF THE
 FS0866'END OF THE ROAD, IN THE TOP OF A LAVA ROCK EMBEDDED IN A SANDSTONE
 FS0866'FORMATION, AND ABOUT 20 FEET LOWER THAN THE ROAD.  NOTE-- THIS
 FS0866'MARK IS INUNDATED BY LAKE MOJAVE.
 FS0866
 FS0866                          STATION RECOVERY (1957)
 FS0866
 FS0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2327 ***********************************************************************
 DV2327  DESIGNATION -  N 520
 DV2327  PID         -  DV2327
 DV2327  STATE/COUNTY-  AZ/MARICOPA
 DV2327  USGS QUAD   -  VALENCIA (1982)
 DV2327
 DV2327                         *CURRENT SURVEY CONTROL
 DV2327  ___________________________________________________________________
 DV2327* NAD 83(1986)-  33 22 40.     (N)    112 33 16.     (W)     SCALED    
 DV2327* NAVD 88     -       266.516  (meters)     874.39   (feet)  ADJUSTED  
 DV2327  ___________________________________________________________________
 DV2327  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV2327  DYNAMIC HT  -         266.212 (meters)     873.40  (feet)  COMP
 DV2327  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 DV2327
 DV2327  VERT ORDER  -  FIRST     CLASS II
 DV2327
 DV2327.The horizontal coordinates were scaled from a topographic map and have
 DV2327.an estimated accuracy of +/- 6 seconds.
 DV2327
 DV2327.The orthometric height was determined by differential leveling
 DV2327.and adjusted in November 1993.
 DV2327
 DV2327.The geoid height was determined by GEOID03.
 DV2327
 DV2327.The dynamic height is computed by dividing the NAVD 88
 DV2327.geopotential number by the normal gravity value computed on the
 DV2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2327.degrees latitude (g = 980.6199 gals.).
 DV2327
 DV2327.The modeled gravity was interpolated from observed gravity values.
 DV2327
 DV2327;                    North         East    Units  Estimated Accuracy
 DV2327;SPC AZ C     -   263,830.      154,020.      MT  (+/- 180 meters Scaled)
 DV2327
 DV2327                          SUPERSEDED SURVEY CONTROL
 DV2327
 DV2327.No superseded survey control is available for this station.
 DV2327
 DV2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB554942(NAD 83)
 DV2327_MARKER: I = METAL ROD
 DV2327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2327_SP_SET: STAINLESS STEEL ROD
 DV2327_STAMPING: N 520 1992
 DV2327_MARK LOGO: NGS   
 DV2327_PROJECTION: FLUSH
 DV2327_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2327+STABILITY: POSITION/ELEVATION WELL
 DV2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2327+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2006
 DV2327_ROD/PIPE-DEPTH: 8.4  meters
 DV2327
 DV2327  HISTORY     - Date     Condition        Report By
 DV2327  HISTORY     - 1992     MONUMENTED       NGS
 DV2327  HISTORY     - 20061113 GOOD             GEOCAC
 DV2327
 DV2327                          STATION DESCRIPTION
 DV2327
 DV2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2327'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2327'BUCKEYE, THENCE 3.1 KM (1.90 MI) EASTERLY ALONG COUNTY ROAD 85, 132.0
 DV2327'M (433.1 FT) EAST OF THE EXTENDED CENTER OF WATSON ROAD, 19.6 M (64.3
 DV2327'FT) WEST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 14.1 M (46.3
 DV2327'FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE, 2.8 M (9.2 FT) NORTH
 DV2327'OF A UTILITY POLE WITH A GUY CABLE, AND 0.5 M (1.6 FT) SOUTH OF A
 DV2327'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DV2327'5-INCH LOGO CAP.
 DV2327
 DV2327                          STATION RECOVERY (2006)
 DV2327
 DV2327'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2343 ***********************************************************************
 DU2343  DESIGNATION -  N 521
 DU2343  PID         -  DU2343
 DU2343  STATE/COUNTY-  AZ/PINAL
 DU2343  USGS QUAD   -  SACATON BUTTE (1967)
 DU2343
 DU2343                         *CURRENT SURVEY CONTROL
 DU2343  ___________________________________________________________________
 DU2343* NAD 83(1986)-  33 07 03.     (N)    111 58 43.     (W)     SCALED    
 DU2343* NAVD 88     -       354.053  (meters)    1161.59   (feet)  ADJUSTED  
 DU2343  ___________________________________________________________________
 DU2343  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DU2343  DYNAMIC HT  -         353.632 (meters)    1160.21  (feet)  COMP
 DU2343  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 DU2343
 DU2343  VERT ORDER  -  FIRST     CLASS II
 DU2343
 DU2343.The horizontal coordinates were scaled from a topographic map and have
 DU2343.an estimated accuracy of +/- 6 seconds.
 DU2343
 DU2343.The orthometric height was determined by differential leveling
 DU2343.and adjusted in August 1994.
 DU2343
 DU2343.The geoid height was determined by GEOID03.
 DU2343
 DU2343.The dynamic height is computed by dividing the NAVD 88
 DU2343.geopotential number by the normal gravity value computed on the
 DU2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2343.degrees latitude (g = 980.6199 gals.).
 DU2343
 DU2343.The modeled gravity was interpolated from observed gravity values.
 DU2343
 DU2343;                    North         East    Units  Estimated Accuracy
 DU2343;SPC AZ C     -   234,780.      207,580.      MT  (+/- 180 meters Scaled)
 DU2343
 DU2343                          SUPERSEDED SURVEY CONTROL
 DU2343
 DU2343.No superseded survey control is available for this station.
 DU2343
 DU2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB087647(NAD 83)
 DU2343_MARKER: I = METAL ROD
 DU2343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2343_SP_SET: STAINLESS STEEL ROD
 DU2343_STAMPING: N 521 1994
 DU2343_MARK LOGO: NGS   
 DU2343_PROJECTION: FLUSH
 DU2343_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2343+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU2343_ROD/PIPE-DEPTH: 3.3  meters
 DU2343
 DU2343  HISTORY     - Date     Condition        Report By
 DU2343  HISTORY     - 1994     MONUMENTED       NGS
 DU2343  HISTORY     - 20061106 GOOD             GEOCAC
 DU2343
 DU2343                          STATION DESCRIPTION
 DU2343
 DU2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2343'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2343'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2343'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 13.3 KM
 DU2343'(8.25 MI) WESTERLY ALONG CASA BLANCA ROAD, 23.3 M (76.4 FT) NORTH OF
 DU2343'THE ROAD CENTERLINE, 14.0 M (45.9 FT) NORTH OF A T-JUNCTION UTILITY
 DU2343'POLE AND AN UNDERGROUND CABLE JUNCTION BOX, 12.5 M (41.0 FT) EAST OF
 DU2343'THE CENTERLINE OF SACATE ROAD, 2.0 M (6.6 FT) SOUTH OF A UTILITY POLE
 DU2343'WITH 2 GUY CABLES, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.3 M
 DU2343'(1.0 FT) BELOW THE LEVEL OF THE ROADS.  NOTE--ACCESS TO THE DATUM
 DU2343'POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2343
 DU2343                          STATION RECOVERY (2006)
 DU2343
 DU2343'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2364 ***********************************************************************
 DU2364  DESIGNATION -  N 522
 DU2364  PID         -  DU2364
 DU2364  STATE/COUNTY-  AZ/MARICOPA
 DU2364  USGS QUAD   -  CHANDLER (1981)
 DU2364
 DU2364                         *CURRENT SURVEY CONTROL
 DU2364  ___________________________________________________________________
 DU2364* NAD 83(2007)-  33 16 17.68768(N)    111 48 55.29240(W)     ADJUSTED  
 DU2364* NAVD 88     -       374.975  (meters)    1230.23   (feet)  ADJUSTED  
 DU2364  ___________________________________________________________________
 DU2364  EPOCH DATE  -        2007.00
 DU2364  X           -  -1,983,801.105 (meters)                     COMP
 DU2364  Y           -  -4,956,003.244 (meters)                     COMP
 DU2364  Z           -   3,479,369.780 (meters)                     COMP
 DU2364  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DU2364  ELLIP HEIGHT-         345.033 (meters)          (02/10/07) ADJUSTED
 DU2364  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU2364  DYNAMIC HT  -         374.526 (meters)    1228.76  (feet)  COMP
 DU2364
 DU2364  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2364  Type    PID    Designation                      North   East  Ellip
 DU2364  -------------------------------------------------------------------
 DU2364  NETWORK DU2364 N 522                             0.43   1.08   5.74
 DU2364  -------------------------------------------------------------------
 DU2364  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 DU2364
 DU2364  VERT ORDER  -  FIRST     CLASS II
 DU2364
 DU2364.The horizontal coordinates were established by GPS observations
 DU2364.and adjusted by the National Geodetic Survey in February 2007.
 DU2364
 DU2364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2364.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2364.The horizontal coordinates are valid at the epoch date displayed above.
 DU2364.The epoch date for horizontal control is a decimal equivalence
 DU2364.of Year/Month/Day.
 DU2364
 DU2364.The orthometric height was determined by differential leveling
 DU2364.and adjusted in August 1994.
 DU2364
 DU2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2364
 DU2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2364
 DU2364.The ellipsoidal height was determined by GPS observations
 DU2364.and is referenced to NAD 83.
 DU2364
 DU2364.The geoid height was determined by GEOID03.
 DU2364
 DU2364.The dynamic height is computed by dividing the NAVD 88
 DU2364.geopotential number by the normal gravity value computed on the
 DU2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2364.degrees latitude (g = 980.6199 gals.).
 DU2364
 DU2364.The modeled gravity was interpolated from observed gravity values.
 DU2364
 DU2364;                    North         East     Units Scale Factor Converg.
 DU2364;SPC AZ C     -   251,873.187   222,797.474   MT  0.99990110   +0 03 20.1
 DU2364;SPC AZ C     -   826,355.60    730,962.84   iFT  0.99990110   +0 03 20.1
 DU2364;UTM  12      - 3,681,691.400   424,065.737   MT  0.99967109   -0 26 50.4
 DU2364
 DU2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2364!SPC AZ C     -   0.99994583  x   0.99990110  =   0.99984694
 DU2364!UTM  12      -   0.99994583  x   0.99967109  =   0.99961694
 DU2364
 DU2364|---------------------------------------------------------------------|
 DU2364| PID    Reference Object                     Distance      Geod. Az  |
 DU2364|                                                           dddmmss.s |
 DU2364| AE2423 CHD B                               377.059 METERS 10521     |
 DU2364|---------------------------------------------------------------------|
 DU2364
 DU2364                          SUPERSEDED SURVEY CONTROL
 DU2364
 DU2364  ELLIP H (08/22/01)  345.044  (m)                       GP(       ) 2 1
 DU2364  NAD 83(1992)-  33 16 17.68722(N)    111 48 55.29213(W) AD(       ) 1
 DU2364  ELLIP H (09/03/97)  345.044  (m)                       GP(       ) 2 1
 DU2364  NAVD 88 (09/03/97)  374.98   (m)         1230.2    (f) LEVELING    3  
 DU2364
 DU2364.Superseded values are not recommended for survey control.
 DU2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2364.See file dsdata.txt to determine how the superseded data were derived.
 DU2364
 DU2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2406681691(NAD 83)
 DU2364_MARKER: I = METAL ROD
 DU2364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2364_SP_SET: STAINLESS STEEL ROD
 DU2364_STAMPING: N 522 1994
 DU2364_MARK LOGO: NGS   
 DU2364_PROJECTION: FLUSH
 DU2364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2364+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 DU2364_ROD/PIPE-DEPTH: 6.0  meters
 DU2364
 DU2364  HISTORY     - Date     Condition        Report By
 DU2364  HISTORY     - 1994     MONUMENTED       NGS
 DU2364  HISTORY     - 19970620 GOOD             NGS
 DU2364  HISTORY     - 20060815 GOOD             GEOCAC
 DU2364  HISTORY     - 20070928 GOOD             GEOCAC
 DU2364
 DU2364                          STATION DESCRIPTION
 DU2364
 DU2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2364'12.2 KM (7.60 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2364'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 2.2 KM
 DU2364'(1.35 MI) EASTERLY ALONG GERMAN ROAD, THENCE 0.6 KM (0.35 MI)
 DU2364'SOUTHERLY ALONG AIRPORT BOULEVARD, 9.9 M (32.5 FT) NORTH OF THE
 DU2364'CENTERLINE OF A DRIVEWAY LEADING TO AN PARKING LOT FOR THE CHANDLER
 DU2364'MUNICIPAL AIRPORT, 8.6 M (28.2 FT) EAST OF THE CENTERLINE OF THE
 DU2364'NORTHBOUND LANES OF THE BOULEVARD, 1.4 M (4.6 FT) NORTH OF A
 DU2364'CHAIN-LINK FENCE CORNER, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 DU2364'BOULEVARD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 DU2364'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2364
 DU2364                          STATION RECOVERY (1997)
 DU2364
 DU2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 DU2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) .  RECOVERED
 DU2364'IN GOOD CONDITION AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.
 DU2364'THE STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, ON THE EAST
 DU2364'SIDE OF AIRPORT BLVD, ON THE NORTH SIDE OF THE PARKING LOT 0.2 KM
 DU2364'(0.10 MI) SOUTH FROM RYAN ROAD.  OWNERSHIP--CITY OF CHANDLER.  THE
 DU2364'MARK IS OUTSIDE OF THE AIRPORT PERIMETER FENCE.  AIRPORT MANAGER IS
 DU2364'GREG CHENOWETH, 2380 SOUTH STINSON WAY, CHANDLER AZ 85249, PHONE
 DU2364'602-786-2370. TO REACH FROM THE JUNCTION OF INTERSTATE 10 (EXIT 164) ,
 DU2364'STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN CREEK ROAD ON THE SOUTH
 DU2364'SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD FOR 12.1 KM (7.50 MI)
 DU2364'PASSING STATE HIGHWAY 87 (ARIZONA AVE) AT 10.3 KM (6.40 MI) TO AIRPORT
 DU2364'BLVD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.3 KM (0.80 MI) TO THE
 DU2364'NORTHERLY PARKING LOT ENTRANCE ON RIGHT WHICH IS 0.2 KM (0.10 MI)
 DU2364'SOUTH FROM RYAN ROAD AND THE STATION AHEAD ON RIGHT. THE MARK IS THE
 DU2364'PUNCH AT TOP CENTER OF AN UNSLEEVED STAINLESS STEEL ROD DRIVEN TO
 DU2364'REFUSAL AT A RECORD DEPTH OF 6.0 M (19.7 FT) RECESSED 12 CM BELOW
 DU2364'GROUND LEVEL ENCASED IN A 12.7 CM (5 IN) DIA PVC PIPE WITH NGS LOGO
 DU2364'CAP SURROUNDED WITH CONCRETE.  THE CONCRETE AND LOGO CAP ARE FLUSH
 DU2364'WITH THE GROUND.  1994 TIES ARE ADEQUATE.
 DU2364
 DU2364                          STATION RECOVERY (2006)
 DU2364
 DU2364'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2364'RECOVERED IN GOOD CONDITION.
 DU2364
 DU2364                          STATION RECOVERY (2007)
 DU2364
 DU2364'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2364'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU2364'THE DESCRIPTION   THE MARK IS 1.25 FEET WEST OF A WITNESS POST AND 4.5
 DU2364'FEET NORTHWEST OF THE CORNER OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0485 ***********************************************************************
 FS0485  DESIGNATION -  N 53
 FS0485  PID         -  FS0485
 FS0485  STATE/COUNTY-  AZ/MOHAVE
 FS0485  USGS QUAD   -  RED LAKE (1968)
 FS0485
 FS0485                         *CURRENT SURVEY CONTROL
 FS0485  ___________________________________________________________________
 FS0485* NAD 83(1986)-  35 44 25.     (N)    114 04 53.     (W)     SCALED    
 FS0485* NAVD 88     -       859.365  (meters)    2819.43   (feet)  POSTED    
 FS0485  ___________________________________________________________________
 FS0485  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FS0485  DYNAMIC HT  -         858.400 (meters)    2816.27  (feet)  COMP
 FS0485  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 FS0485
 FS0485  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0485
 FS0485.The horizontal coordinates were scaled from a topographic map and have
 FS0485.an estimated accuracy of +/- 6 seconds.
 FS0485
 FS0485.The orthometric height was determined by differential leveling
 FS0485.and adjusted by the  in 1992.
 FS0485.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0485.rate of 1.1 thru 2.0 mm/km.
 FS0485
 FS0485.The geoid height was determined by GEOID03.
 FS0485
 FS0485.The dynamic height is computed by dividing the NAVD 88
 FS0485.geopotential number by the normal gravity value computed on the
 FS0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0485.degrees latitude (g = 980.6199 gals.).
 FS0485
 FS0485.The modeled gravity was interpolated from observed gravity values.
 FS0485
 FS0485;                    North         East    Units  Estimated Accuracy
 FS0485;SPC AZ W     -   525,770.      183,390.      MT  (+/- 180 meters Scaled)
 FS0485
 FS0485                          SUPERSEDED SURVEY CONTROL
 FS0485
 FS0485  NGVD 29 (??/??/92)  858.620  (m)         2816.99   (f) ADJ UNCH    1 1
 FS0485
 FS0485.Superseded values are not recommended for survey control.
 FS0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0485.See file dsdata.txt to determine how the superseded data were derived.
 FS0485
 FS0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV639590(NAD 83)
 FS0485_MARKER: DB = BENCH MARK DISK
 FS0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0485_STAMPING: N 53 1934
 FS0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0485+STABILITY: SURFACE MOTION
 FS0485
 FS0485  HISTORY     - Date     Condition        Report By
 FS0485  HISTORY     - 1934     MONUMENTED       CGS
 FS0485  HISTORY     - 1940     GOOD             NGS
 FS0485  HISTORY     - 1970     GOOD             USGS
 FS0485
 FS0485                          STATION DESCRIPTION
 FS0485
 FS0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0485'33.6 MI N FROM HACKBERRY.
 FS0485'33.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED
 FS0485'LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY,
 FS0485'10.3 MILES NORTHWEST OF THE JUNCTION OF THE NEW ROAD, 4.3 MILES
 FS0485'SOUTH OF THE JUNCTION OF STATE HIGHWAY 193, ON THE SOUTHWEST SIDE
 FS0485'AND NEAR THE MIDDLE OF AN EMERGENCY LANDING FIELD, 27 FEET SOUTHWEST
 FS0485'OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF A WHITE WOODEN
 FS0485'WITNESS POST.  A STANDARD DISK, STAMPED N 53 1934 AND SET IN THE
 FS0485'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FS0485
 FS0485                          STATION RECOVERY (1970)
 FS0485
 FS0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0100 ***********************************************************************
 GQ0100  DESIGNATION -  N 54
 GQ0100  PID         -  GQ0100
 GQ0100  STATE/COUNTY-  AZ/MOHAVE
 GQ0100  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0100
 GQ0100                         *CURRENT SURVEY CONTROL
 GQ0100  ___________________________________________________________________
 GQ0100* NAD 83(1986)-  36 11 45.     (N)    113 54 32.     (W)     SCALED    
 GQ0100* NAVD 88     -       578.630  (meters)    1898.39   (feet)  POSTED    
 GQ0100  ___________________________________________________________________
 GQ0100  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GQ0100  DYNAMIC HT  -         578.010 (meters)    1896.35  (feet)  COMP
 GQ0100  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 GQ0100
 GQ0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0100
 GQ0100.The horizontal coordinates were scaled from a topographic map and have
 GQ0100.an estimated accuracy of +/- 6 seconds.
 GQ0100
 GQ0100.The orthometric height was determined by differential leveling
 GQ0100.and adjusted by the  in 1992.
 GQ0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0100.rate of 0.0 thru 1.0 mm/km.
 GQ0100
 GQ0100.The geoid height was determined by GEOID03.
 GQ0100
 GQ0100.The dynamic height is computed by dividing the NAVD 88
 GQ0100.geopotential number by the normal gravity value computed on the
 GQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0100.degrees latitude (g = 980.6199 gals.).
 GQ0100
 GQ0100.The modeled gravity was interpolated from observed gravity values.
 GQ0100
 GQ0100;                    North         East    Units  Estimated Accuracy
 GQ0100;SPC AZ W     -   576,270.      199,070.      MT  (+/- 180 meters Scaled)
 GQ0100
 GQ0100                          SUPERSEDED SURVEY CONTROL
 GQ0100
 GQ0100  NGVD 29 (??/??/92)  577.912  (m)         1896.03   (f) ADJ UNCH    1 1
 GQ0100
 GQ0100.Superseded values are not recommended for survey control.
 GQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0100.See file dsdata.txt to determine how the superseded data were derived.
 GQ0100
 GQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF384095(NAD 83)
 GQ0100_MARKER: DB = BENCH MARK DISK
 GQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0100_STAMPING: N 54 1934
 GQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0100+STABILITY: SURFACE MOTION
 GQ0100
 GQ0100  HISTORY     - Date     Condition        Report By
 GQ0100  HISTORY     - 1934     MONUMENTED       CGS
 GQ0100  HISTORY     - 1950     GOOD             NGS
 GQ0100
 GQ0100                          STATION DESCRIPTION
 GQ0100
 GQ0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0100'60.1 MI SE FROM RIVERSIDE, NV.
 GQ0100'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0100'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0100'THENCE 20.4 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0100'FERRY ROAD, 0.1 MILE NORTHEAST OF A POINT WHERE THE ROAD DESCENDS INTO
 GQ0100'A CANYON, ON THE TOP OF A LOW RIGE BETWEEN TWO WASHES, ABOUT 26 YARDS
 GQ0100'SOUTHEAST OF THE SOUTHEAST RIM OF A WASH, 12 FEET NORTHWEST OF THE
 GQ0100'CENTER LINE OF THE ROAD, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 GQ0100'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 GQ0100'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0192 ***********************************************************************
 ET0192  DESIGNATION -  N 57
 ET0192  PID         -  ET0192
 ET0192  STATE/COUNTY-  AZ/YAVAPAI
 ET0192  USGS QUAD   -  CLEATOR (1974)
 ET0192
 ET0192                         *CURRENT SURVEY CONTROL
 ET0192  ___________________________________________________________________
 ET0192* NAD 83(1986)-  34 19 48.     (N)    112 10 33.     (W)     SCALED    
 ET0192* NAVD 88     -      1211.59   (+/-2cm)    3975.0    (feet)  VERTCON   
 ET0192  ___________________________________________________________________
 ET0192  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 ET0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0192
 ET0192.The horizontal coordinates were scaled from a topographic map and have
 ET0192.an estimated accuracy of +/- 6 seconds.
 ET0192
 ET0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0192.The vertical order pertains to the NGVD 29 superseded value.
 ET0192
 ET0192.The geoid height was determined by GEOID03.
 ET0192
 ET0192;                    North         East    Units  Estimated Accuracy
 ET0192;SPC AZ C     -   369,290.      189,510.      MT  (+/- 180 meters Scaled)
 ET0192
 ET0192                          SUPERSEDED SURVEY CONTROL
 ET0192
 ET0192  NGVD 29 (??/??/92) 1210.874  (m)         3972.68   (f) ADJ UNCH    2 0
 ET0192
 ET0192.Superseded values are not recommended for survey control.
 ET0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0192.See file dsdata.txt to determine how the superseded data were derived.
 ET0192
 ET0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC918993(NAD 83)
 ET0192_MARKER: DB = BENCH MARK DISK
 ET0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0192_STAMPING: N 57 1934
 ET0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0192+STABILITY: SURFACE MOTION
 ET0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0192+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0192
 ET0192  HISTORY     - Date     Condition        Report By
 ET0192  HISTORY     - 1934     MONUMENTED       CGS
 ET0192  HISTORY     - 1974     GOOD             USGS
 ET0192  HISTORY     - 20040821 GOOD             USPSQD
 ET0192
 ET0192                          STATION DESCRIPTION
 ET0192
 ET0192'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0192'2.0 MI NW FROM CORDES.
 ET0192'2.0 MILES NORTHWEST ALONG THE COUNTY ROAD FROM THE ROAD JUNCTION AT
 ET0192'CORDES, IN THE V FORMED BY THE ROAD AND A DEEP DRAINAGE DITCH, 61 FEET
 ET0192'NORTHEAST OF A FENCE LINE, 32 FEET SOUTHWEST OF THE CENTER LINE OF AND
 ET0192'ABOUT LEVEL WITH THE ROAD, 23 FEET NORTHEAST OF THE CENTERLINE OF THE
 ET0192'DITCH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 ET0192'GROUND.
 ET0192
 ET0192                          STATION RECOVERY (2004)
 ET0192
 ET0192'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0192'RECOVERED AS DESCRIBED. MARK IS TIPPED 20 DEGREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0742 ***********************************************************************
 DU0742  DESIGNATION -  N 58
 DU0742  PID         -  DU0742
 DU0742  STATE/COUNTY-  AZ/PINAL
 DU0742  USGS QUAD   -  GILA BUTTE (1981)
 DU0742
 DU0742                         *CURRENT SURVEY CONTROL
 DU0742  ___________________________________________________________________
 DU0742* NAD 83(1986)-  33 11 04.     (N)    111 48 35.     (W)     SCALED    
 DU0742* NAVD 88     -       373.90   (+/-2cm)    1226.7    (feet)  VERTCON   
 DU0742  ___________________________________________________________________
 DU0742  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0742
 DU0742.The horizontal coordinates were scaled from a topographic map and have
 DU0742.an estimated accuracy of +/- 6 seconds.
 DU0742
 DU0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0742.The vertical order pertains to the NGVD 29 superseded value.
 DU0742
 DU0742.The geoid height was determined by GEOID03.
 DU0742
 DU0742;                    North         East    Units  Estimated Accuracy
 DU0742;SPC AZ C     -   242,210.      223,330.      MT  (+/- 180 meters Scaled)
 DU0742
 DU0742                          SUPERSEDED SURVEY CONTROL
 DU0742
 DU0742  NGVD 29 (??/??/92)  373.416  (m)         1225.12   (f) ADJ UNCH    2 0
 DU0742
 DU0742.Superseded values are not recommended for survey control.
 DU0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0742.See file dsdata.txt to determine how the superseded data were derived.
 DU0742
 DU0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB245720(NAD 83)
 DU0742_MARKER: DB = BENCH MARK DISK
 DU0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0742_STAMPING: N 58 1934
 DU0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0742+STABILITY: SURFACE MOTION
 DU0742
 DU0742  HISTORY     - Date     Condition        Report By
 DU0742  HISTORY     - 1934     MONUMENTED       CGS
 DU0742  HISTORY     - 1948     GOOD             NGS
 DU0742  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0742
 DU0742                          STATION DESCRIPTION
 DU0742
 DU0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0742'8.8 MI S FROM CHANDLER.
 DU0742'8.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0742'STATION AT CHANDLER, 57.1 FEET EAST OF THE CENTER LINE OF STATE ROUTE
 DU0742'87, 44.2 FEET WEST OF THE CENTER LINE OF THE TRACK, 9.1 FEET NORTH OF
 DU0742'MILE POST 938, IN LINE WITH A ROW OF POLES, 4.0 FEET BELOW THE LEVEL
 DU0742'OF THE TRACK AND 3.6 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN
 DU0742'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0742
 DU0742                          STATION RECOVERY (2006)
 DU0742
 DU0742'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0423 ***********************************************************************
 CZ0423  DESIGNATION -  N 59
 CZ0423  PID         -  CZ0423
 CZ0423  STATE/COUNTY-  AZ/PINAL
 CZ0423  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ0423
 CZ0423                         *CURRENT SURVEY CONTROL
 CZ0423  ___________________________________________________________________
 CZ0423* NAD 83(1986)-  32 51 50.     (N)    111 14 38.     (W)     SCALED    
 CZ0423* NAVD 88     -       660.02   (+/-2cm)    2165.4    (feet)  VERTCON   
 CZ0423  ___________________________________________________________________
 CZ0423  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CZ0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0423
 CZ0423.The horizontal coordinates were scaled from a topographic map and have
 CZ0423.an estimated accuracy of +/- 6 seconds.
 CZ0423
 CZ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0423.The vertical order pertains to the NGVD 29 superseded value.
 CZ0423
 CZ0423.The geoid height was determined by GEOID03.
 CZ0423
 CZ0423;                    North         East    Units  Estimated Accuracy
 CZ0423;SPC AZ C     -   206,860.      276,320.      MT  (+/- 180 meters Scaled)
 CZ0423
 CZ0423                          SUPERSEDED SURVEY CONTROL
 CZ0423
 CZ0423  NGVD 29 (??/??/92)  659.454  (m)         2163.56   (f) ADJ UNCH    2 0
 CZ0423
 CZ0423.Superseded values are not recommended for survey control.
 CZ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0423.See file dsdata.txt to determine how the superseded data were derived.
 CZ0423
 CZ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB771362(NAD 83)
 CZ0423_MARKER: DB = BENCH MARK DISK
 CZ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0423_STAMPING: N 59 1934
 CZ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0423+STABILITY: SURFACE MOTION
 CZ0423
 CZ0423  HISTORY     - Date     Condition        Report By
 CZ0423  HISTORY     - 1934     MONUMENTED       CGS
 CZ0423  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0423
 CZ0423                          STATION DESCRIPTION
 CZ0423
 CZ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0423'14.4 MI S FROM FLORENCE.
 CZ0423'14.4 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0423'FLORENCE, AT THE JUNCTION OF A SECONDARY ROAD LEADING WEST, 35 FEET
 CZ0423'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 21 FEET SOUTH OF THE ROAD.
 CZ0423'A STANDARD DISK, STAMPED N 59 1934 AND SET IN THE TOP OF A CONCRETE
 CZ0423'POST.
 CZ0423
 CZ0423                          STATION RECOVERY (1965)
 CZ0423
 CZ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0131 ***********************************************************************
 GP0131  DESIGNATION -  N 6
 GP0131  PID         -  GP0131
 GP0131  STATE/COUNTY-  AZ/COCONINO
 GP0131  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0131
 GP0131                         *CURRENT SURVEY CONTROL
 GP0131  ___________________________________________________________________
 GP0131* NAD 83(1986)-  36 03 49.     (N)    111 23 15.     (W)     SCALED    
 GP0131* NAVD 88     -      1342.758  (meters)    4405.37   (feet)  POSTED    
 GP0131  ___________________________________________________________________
 GP0131  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 GP0131  DYNAMIC HT  -        1341.120 (meters)    4399.99  (feet)  COMP
 GP0131  MODELED GRAV-     979,367.4   (mgal)                       NAVD 88
 GP0131
 GP0131  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0131
 GP0131.The horizontal coordinates were scaled from a topographic map and have
 GP0131.an estimated accuracy of +/- 6 seconds.
 GP0131
 GP0131.The orthometric height was determined by differential leveling
 GP0131.and adjusted by the  in 1992.
 GP0131.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0131.rate of 2.1 thru 3.0 mm/km.
 GP0131
 GP0131.The geoid height was determined by GEOID03.
 GP0131
 GP0131.The dynamic height is computed by dividing the NAVD 88
 GP0131.geopotential number by the normal gravity value computed on the
 GP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0131.degrees latitude (g = 980.6199 gals.).
 GP0131
 GP0131.The modeled gravity was interpolated from observed gravity values.
 GP0131
 GP0131;                    North         East    Units  Estimated Accuracy
 GP0131;SPC AZ C     -   561,700.      261,030.      MT  (+/- 180 meters Scaled)
 GP0131
 GP0131                          SUPERSEDED SURVEY CONTROL
 GP0131
 GP0131  NGVD 29 (??/??/92) 1341.891  (m)         4402.52   (f) ADJ UNCH    1 2
 GP0131
 GP0131.Superseded values are not recommended for survey control.
 GP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0131.See file dsdata.txt to determine how the superseded data were derived.
 GP0131
 GP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE651910(NAD 83)
 GP0131_MARKER: DB = BENCH MARK DISK
 GP0131_SETTING: 66 = SET IN ROCK OUTCROP
 GP0131_SP_SET: ROCK OUTCROP
 GP0131_STAMPING: ELEV 4402.521 FT N 6 1921
 GP0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0131+STABILITY: POSITION/ELEVATION WELL
 GP0131
 GP0131  HISTORY     - Date     Condition        Report By
 GP0131  HISTORY     - 1921     MONUMENTED       CGS
 GP0131  HISTORY     - 19870424 MARK NOT FOUND   USGS
 GP0131
 GP0131                          STATION DESCRIPTION
 GP0131
 GP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 GP0131'13.1 MI N FROM CAMERON.
 GP0131'13.1 MILES NORTH ALONG THE 1921 ROUTE OF U.S. HIGHWAY 89 FROM THE
 GP0131'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 200
 GP0131'YARDS SOUTHEAST OF A RAILED BRIDGE AT STATION 704+, 58 YARDS EAST OF
 GP0131'THE CENTERLINE OF THE OLD HIGHWAY, AT THE WEST BASE OF THE
 GP0131'NORTHERNMOST ONE OF TWO LONE KNOLLS, IN THE TOP OF A GREY ROCK
 GP0131'OUTCROP, AND 8 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 GP0131'4402.521 FT N 6 1921.
 GP0131
 GP0131                          STATION RECOVERY (1987)
 GP0131
 GP0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (IMK)
 GP0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0554 ***********************************************************************
 FS0554  DESIGNATION -  N 60
 FS0554  PID         -  FS0554
 FS0554  STATE/COUNTY-  AZ/MOHAVE
 FS0554  USGS QUAD   -  CERBAT (1968)
 FS0554
 FS0554                         *CURRENT SURVEY CONTROL
 FS0554  ___________________________________________________________________
 FS0554* NAD 83(1986)-  35 16 38.     (N)    114 09 39.     (W)     SCALED    
 FS0554* NAVD 88     -      1033.698  (meters)    3391.39   (feet)  ADJUSTED  
 FS0554  ___________________________________________________________________
 FS0554  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0554  DYNAMIC HT  -        1032.495 (meters)    3387.44  (feet)  COMP
 FS0554  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 FS0554
 FS0554  VERT ORDER  -  FIRST     CLASS II
 FS0554
 FS0554.The horizontal coordinates were scaled from a topographic map and have
 FS0554.an estimated accuracy of +/- 6 seconds.
 FS0554
 FS0554.The orthometric height was determined by differential leveling
 FS0554.and adjusted in June 1991.
 FS0554
 FS0554.The geoid height was determined by GEOID03.
 FS0554
 FS0554.The dynamic height is computed by dividing the NAVD 88
 FS0554.geopotential number by the normal gravity value computed on the
 FS0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0554.degrees latitude (g = 980.6199 gals.).
 FS0554
 FS0554.The modeled gravity was interpolated from observed gravity values.
 FS0554
 FS0554;                    North         East    Units  Estimated Accuracy
 FS0554;SPC AZ W     -   474,420.      175,990.      MT  (+/- 180 meters Scaled)
 FS0554
 FS0554                          SUPERSEDED SURVEY CONTROL
 FS0554
 FS0554  NGVD 29 (??/??/92) 1032.904  (m)         3388.79   (f) ADJ UNCH    1 2
 FS0554
 FS0554.Superseded values are not recommended for survey control.
 FS0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0554.See file dsdata.txt to determine how the superseded data were derived.
 FS0554
 FS0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV582074(NAD 83)
 FS0554_MARKER: DB = BENCH MARK DISK
 FS0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0554_STAMPING: N 60 1934
 FS0554_MARK LOGO: CGS   
 FS0554_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0554+STABILITY: SURFACE MOTION
 FS0554
 FS0554  HISTORY     - Date     Condition        Report By
 FS0554  HISTORY     - 1934     MONUMENTED       CGS
 FS0554  HISTORY     - 1940     GOOD             NGS
 FS0554  HISTORY     - 1982     GOOD             NGS
 FS0554
 FS0554                          STATION DESCRIPTION
 FS0554
 FS0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0554'10 MI SE FROM CHLORIDE.
 FS0554'10.0 MILES SOUTHEAST ALONG THE OLD KINGMAN ROAD FROM CHLORIDE,
 FS0554'10.2 MILES NORTHWEST OF KINGMAN, 1.3 MILES NORTHWEST OF THE
 FS0554'INTERSECTION OF U.S. HIGHWAY 93, 110 FEET SOUTHEAST OF A DEEP DIP
 FS0554'IN THE ROAD WHERE A CULVERT HAS BEEN REMOVED, 35 FEET WEST OF THE
 FS0554'CENTERLINE OF THE OLD ROAD, AND 2.6 FEET WEST OF A WHITE WOODEN
 FS0554'WITNESS POST.  A STANDARD DISK, STAMPED N 60 1934 AND SET IN THE
 FS0554'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0554
 FS0554                          STATION RECOVERY (1982)
 FS0554
 FS0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0554'16.1 KM (10.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0554'IN CHLORIDE, 33.5 METERS (110 FT) SOUTHEAST OF A DIP IN THE ROAD, 10.7
 FS0554'METERS (35 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 FS0554'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0044 ***********************************************************************
 FR0044  DESIGNATION -  N 61
 FR0044  PID         -  FR0044
 FR0044  STATE/COUNTY-  AZ/COCONINO
 FR0044  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0044
 FR0044                         *CURRENT SURVEY CONTROL
 FR0044  ___________________________________________________________________
 FR0044* NAD 83(1986)-  35 58 13.     (N)    112 10 21.     (W)     SCALED    
 FR0044* NAVD 88     -      1974.489  (meters)    6477.97   (feet)  POSTED    
 FR0044  ___________________________________________________________________
 FR0044  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FR0044  DYNAMIC HT  -        1971.890 (meters)    6469.44  (feet)  COMP
 FR0044  MODELED GRAV-     979,245.3   (mgal)                       NAVD 88
 FR0044
 FR0044  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0044
 FR0044.The horizontal coordinates were scaled from a topographic map and have
 FR0044.an estimated accuracy of +/- 6 seconds.
 FR0044
 FR0044.The orthometric height was determined by differential leveling
 FR0044.and adjusted by the  in 1992.
 FR0044.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0044.rate of 0.0 thru 1.0 mm/km.
 FR0044
 FR0044.The geoid height was determined by GEOID03.
 FR0044
 FR0044.The dynamic height is computed by dividing the NAVD 88
 FR0044.geopotential number by the normal gravity value computed on the
 FR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0044.degrees latitude (g = 980.6199 gals.).
 FR0044
 FR0044.The modeled gravity was interpolated from observed gravity values.
 FR0044
 FR0044;                    North         East    Units  Estimated Accuracy
 FR0044;SPC AZ C     -   551,250.      190,290.      MT  (+/- 180 meters Scaled)
 FR0044
 FR0044                          SUPERSEDED SURVEY CONTROL
 FR0044
 FR0044  NGVD 29 (??/??/92) 1973.567  (m)         6474.94   (f) ADJ UNCH    2 0
 FR0044
 FR0044.Superseded values are not recommended for survey control.
 FR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0044.See file dsdata.txt to determine how the superseded data were derived.
 FR0044
 FR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE942812(NAD 83)
 FR0044_MARKER: DB = BENCH MARK DISK
 FR0044_SETTING: 66 = SET IN ROCK OUTCROP
 FR0044_SP_SET: LIMESTONE LEDGE
 FR0044_STAMPING: N 61 1934
 FR0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0044+STABILITY: POSITION/ELEVATION WELL
 FR0044
 FR0044  HISTORY     - Date     Condition        Report By
 FR0044  HISTORY     - 1934     MONUMENTED       CGS
 FR0044
 FR0044                          STATION DESCRIPTION
 FR0044
 FR0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0044'9.5 MI S FROM GRAND CANYON.
 FR0044'ABOUT 9-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0044'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT
 FR0044'4-1/2 POLES NORTH OF MILEPOST 54, ABOUT 95 YARDS NORTH OF BRIDGE 55 A,
 FR0044'20 FEET EAST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 FR0044'LIMESTONE LEDGE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 FR0044'DISK, STAMPED N 61 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0369 ***********************************************************************
 FQ0369  DESIGNATION -  N 62
 FQ0369  PID         -  FQ0369
 FQ0369  STATE/COUNTY-  AZ/COCONINO
 FQ0369  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0369
 FQ0369                         *CURRENT SURVEY CONTROL
 FQ0369  ___________________________________________________________________
 FQ0369* NAD 83(1986)-  35 56 19.     (N)    111 39 46.     (W)     SCALED    
 FQ0369* NAVD 88     -      1725.990  (meters)    5662.69   (feet)  POSTED    
 FQ0369  ___________________________________________________________________
 FQ0369  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 FQ0369  DYNAMIC HT  -        1723.690 (meters)    5655.14  (feet)  COMP
 FQ0369  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 FQ0369
 FQ0369  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0369
 FQ0369.The horizontal coordinates were scaled from a topographic map and have
 FQ0369.an estimated accuracy of +/- 6 seconds.
 FQ0369
 FQ0369.The orthometric height was determined by differential leveling
 FQ0369.and adjusted by the  in 1992.
 FQ0369.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0369.rate of 0.0 thru 1.0 mm/km.
 FQ0369
 FQ0369.The geoid height was determined by GEOID03.
 FQ0369
 FQ0369.The dynamic height is computed by dividing the NAVD 88
 FQ0369.geopotential number by the normal gravity value computed on the
 FQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0369.degrees latitude (g = 980.6199 gals.).
 FQ0369
 FQ0369.The modeled gravity was interpolated from observed gravity values.
 FQ0369
 FQ0369;                    North         East    Units  Estimated Accuracy
 FQ0369;SPC AZ C     -   547,730.      236,270.      MT  (+/- 180 meters Scaled)
 FQ0369
 FQ0369                          SUPERSEDED SURVEY CONTROL
 FQ0369
 FQ0369  NGVD 29 (??/??/92) 1725.000  (m)         5659.44   (f) ADJ UNCH    2 0
 FQ0369
 FQ0369.Superseded values are not recommended for survey control.
 FQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0369.See file dsdata.txt to determine how the superseded data were derived.
 FQ0369
 FQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE402773(NAD 83)
 FQ0369_MARKER: DB = BENCH MARK DISK
 FQ0369_SETTING: 80 = SET IN A BOULDER
 FQ0369_SP_SET: BOULDER
 FQ0369_STAMPING: N 62 1934
 FQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0369+STABILITY: SURFACE MOTION
 FQ0369
 FQ0369  HISTORY     - Date     Condition        Report By
 FQ0369  HISTORY     - 1934     MONUMENTED       CGS
 FQ0369  HISTORY     - 1977     MARK NOT FOUND   NGS
 FQ0369
 FQ0369                          STATION DESCRIPTION
 FQ0369
 FQ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0369'17.8 MI W FROM CAMERON.
 FQ0369'ABOUT 17.8 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0369'COUNTY, ABOUT 100 FEET NORTH OF THE NORTH END OF A SMALL CUT, 32 FEET
 FQ0369'SOUTH OF A 2-FOOT GALVANIZED-IRON CULVERT, 42 FEET SOUTH OF A SMALL
 FQ0369'DRY WASH, AT AN OUTCROP ON THE SOUTH SIDE OF THE WASH, 52 FEET WEST OF
 FQ0369'THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE SANDSTONE
 FQ0369'BOULDER.  A STANDARD DISK, STAMPED N 62 1934.
 FQ0369
 FQ0369                          STATION RECOVERY (1977)
 FQ0369
 FQ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0119 ***********************************************************************
 FQ0119  DESIGNATION -  N 63
 FQ0119  PID         -  FQ0119
 FQ0119  STATE/COUNTY-  AZ/COCONINO
 FQ0119  USGS QUAD   -  COAL MINE MESA (1967)
 FQ0119
 FQ0119                         *CURRENT SURVEY CONTROL
 FQ0119  ___________________________________________________________________
 FQ0119* NAD 83(1986)-  35 55 02.     (N)    110 53 04.     (W)     SCALED    
 FQ0119* NAVD 88     -      1914.632  (meters)    6281.59   (feet)  ADJUSTED  
 FQ0119  ___________________________________________________________________
 FQ0119  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 FQ0119  DYNAMIC HT  -        1912.102 (meters)    6273.29  (feet)  COMP
 FQ0119  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 FQ0119
 FQ0119  VERT ORDER  -  SECOND    CLASS 0
 FQ0119
 FQ0119.The horizontal coordinates were scaled from a topographic map and have
 FQ0119.an estimated accuracy of +/- 6 seconds.
 FQ0119
 FQ0119.The orthometric height was determined by differential leveling
 FQ0119.and adjusted in June 1991.
 FQ0119
 FQ0119.The geoid height was determined by GEOID03.
 FQ0119
 FQ0119.The dynamic height is computed by dividing the NAVD 88
 FQ0119.geopotential number by the normal gravity value computed on the
 FQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0119.degrees latitude (g = 980.6199 gals.).
 FQ0119
 FQ0119.The modeled gravity was interpolated from observed gravity values.
 FQ0119
 FQ0119;                    North         East    Units  Estimated Accuracy
 FQ0119;SPC AZ C     -   545,820.      306,520.      MT  (+/- 180 meters Scaled)
 FQ0119
 FQ0119                          SUPERSEDED SURVEY CONTROL
 FQ0119
 FQ0119  NGVD 29 (??/??/92) 1913.662  (m)         6278.41   (f) ADJ UNCH    2 0
 FQ0119
 FQ0119.Superseded values are not recommended for survey control.
 FQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0119.See file dsdata.txt to determine how the superseded data were derived.
 FQ0119
 FQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE104747(NAD 83)
 FQ0119_MARKER: DB = BENCH MARK DISK
 FQ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0119_STAMPING: N 63 1934
 FQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0119+STABILITY: SURFACE MOTION
 FQ0119
 FQ0119  HISTORY     - Date     Condition        Report By
 FQ0119  HISTORY     - 1934     MONUMENTED       CGS
 FQ0119  HISTORY     - 1967     GOOD             USGS
 FQ0119
 FQ0119                          STATION DESCRIPTION
 FQ0119
 FQ0119'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FQ0119'24.2 MI NW FROM ORAIBI.
 FQ0119'ORAIBI POST OFFICE.  THENCE 0.5 MILE NORTH TO THE INTERSECTION WITH
 FQ0119'ARIZONA 264.  THENCE 22.4 MILES WEST ON ROUTE 264 TOWARD TUBA CITY TO
 FQ0119'A T ROAD SOUTH AND A STEEL CULVERT.  0.5 MILE WEST OF A BEND IN THE
 FQ0119'ROAD AT THE HEAD OF HA HO NO GEH CANYON.  400 FEET EAST OF THE ROAD.
 FQ0119'160 FEET EAST OF A SIXTH CLASS ROAD.  75 FEET SW OF A DIM Y ROAD AND
 FQ0119'LONE CEDAR TREE.  ON THE EAST SIDE OF THE ROAD A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0004 ***********************************************************************
 FQ0004  DESIGNATION -  N 64
 FQ0004  PID         -  FQ0004
 FQ0004  STATE/COUNTY-  AZ/NAVAJO
 FQ0004  USGS QUAD   -  POLACCA (1991)
 FQ0004
 FQ0004                         *CURRENT SURVEY CONTROL
 FQ0004  ___________________________________________________________________
 FQ0004* NAD 83(1986)-  35 48 33.     (N)    110 24 42.     (W)     SCALED    
 FQ0004* NAVD 88     -      1706.551  (meters)    5598.91   (feet)  ADJUSTED  
 FQ0004  ___________________________________________________________________
 FQ0004  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 FQ0004  DYNAMIC HT  -        1704.339 (meters)    5591.65  (feet)  COMP
 FQ0004  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 FQ0004
 FQ0004  VERT ORDER  -  SECOND    CLASS 0
 FQ0004
 FQ0004.The horizontal coordinates were scaled from a topographic map and have
 FQ0004.an estimated accuracy of +/- 6 seconds.
 FQ0004
 FQ0004.The orthometric height was determined by differential leveling
 FQ0004.and adjusted in June 1991.
 FQ0004
 FQ0004.The geoid height was determined by GEOID03.
 FQ0004
 FQ0004.The dynamic height is computed by dividing the NAVD 88
 FQ0004.geopotential number by the normal gravity value computed on the
 FQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0004.degrees latitude (g = 980.6199 gals.).
 FQ0004
 FQ0004.The modeled gravity was interpolated from observed gravity values.
 FQ0004
 FQ0004;                    North         East    Units  Estimated Accuracy
 FQ0004;SPC AZ E     -   533,370.      191,220.      MT  (+/- 180 meters Scaled)
 FQ0004
 FQ0004                          SUPERSEDED SURVEY CONTROL
 FQ0004
 FQ0004  NGVD 29 (??/??/92) 1705.675  (m)         5596.04   (f) ADJ UNCH    2 0
 FQ0004
 FQ0004.Superseded values are not recommended for survey control.
 FQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0004.See file dsdata.txt to determine how the superseded data were derived.
 FQ0004
 FQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE531629(NAD 83)
 FQ0004_MARKER: DB = BENCH MARK DISK
 FQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0004_STAMPING: N 64 1934
 FQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0004+STABILITY: SURFACE MOTION
 FQ0004
 FQ0004  HISTORY     - Date     Condition        Report By
 FQ0004  HISTORY     - 1934     MONUMENTED       CGS
 FQ0004  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0004
 FQ0004                          STATION DESCRIPTION
 FQ0004
 FQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0004'15.6 MI E FROM ORAIBI.
 FQ0004'15.6 MILES EAST ALONG THE KEAMS CANYON ROAD FROM ORAIBI, NAVAJO
 FQ0004'COUNTY, 14.9 MILES WEST OF KEAMS CANYON, 93 FEET SOUTH OF A ROW OF
 FQ0004'POLES, AND 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FQ0004'DISK, STAMPED N 64 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FQ0004'HIGHWAY RE-ALIGNED, OLD HIGHWAY TORN UP AND MARK POSSIBLY DESTROYED.
 FQ0004
 FQ0004                          STATION RECOVERY (1965)
 FQ0004
 FQ0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0211 ***********************************************************************
 ES0211  DESIGNATION -  N 65
 ES0211  PID         -  ES0211
 ES0211  STATE/COUNTY-  AZ/NAVAJO
 ES0211  USGS QUAD   -  O W POINT (1990)
 ES0211
 ES0211                         *CURRENT SURVEY CONTROL
 ES0211  ___________________________________________________________________
 ES0211* NAD 83(1986)-  34 15 42.     (N)    110 50 43.     (W)     SCALED    
 ES0211* NAVD 88     -      2322.131  (meters)    7618.52   (feet)  ADJUSTED  
 ES0211  ___________________________________________________________________
 ES0211  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES0211  DYNAMIC HT  -        2318.600 (meters)    7606.94  (feet)  COMP
 ES0211  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 ES0211
 ES0211  VERT ORDER  -  SECOND    CLASS 0
 ES0211
 ES0211.The horizontal coordinates were scaled from a topographic map and have
 ES0211.an estimated accuracy of +/- 6 seconds.
 ES0211
 ES0211.The orthometric height was determined by differential leveling
 ES0211.and adjusted in June 1991.
 ES0211
 ES0211.The geoid height was determined by GEOID03.
 ES0211
 ES0211.The dynamic height is computed by dividing the NAVD 88
 ES0211.geopotential number by the normal gravity value computed on the
 ES0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0211.degrees latitude (g = 980.6199 gals.).
 ES0211
 ES0211.The modeled gravity was interpolated from observed gravity values.
 ES0211
 ES0211;                    North         East    Units  Estimated Accuracy
 ES0211;SPC AZ E     -   361,890.      150,870.      MT  (+/- 180 meters Scaled)
 ES0211
 ES0211                          SUPERSEDED SURVEY CONTROL
 ES0211
 ES0211  NGVD 29 (??/??/92) 2321.110  (m)         7615.18   (f) ADJ UNCH    2 0
 ES0211
 ES0211.Superseded values are not recommended for survey control.
 ES0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0211.See file dsdata.txt to determine how the superseded data were derived.
 ES0211
 ES0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC142911(NAD 83)
 ES0211_MARKER: DB = BENCH MARK DISK
 ES0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0211_STAMPING: N-65 1934
 ES0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0211+STABILITY: SURFACE MOTION
 ES0211
 ES0211  HISTORY     - Date     Condition        Report By
 ES0211  HISTORY     - 1934     MONUMENTED       CGS
 ES0211
 ES0211                          STATION DESCRIPTION
 ES0211
 ES0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0211'24.2 MI SW FROM HEBER.
 ES0211'HEBER-PAYSON ROAD, 100 FT. NORTH WEST OF GLOBE-HOLBROOK INTERSECTION
 ES0211'OF PAYSON-HEBER ROAD, 35 FT. NORTH OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0504 ***********************************************************************
 DU0504  DESIGNATION -  N 67
 DU0504  PID         -  DU0504
 DU0504  STATE/COUNTY-  AZ/PINAL
 DU0504  USGS QUAD   -  GRAYBACK (1964)
 DU0504
 DU0504                         *CURRENT SURVEY CONTROL
 DU0504  ___________________________________________________________________
 DU0504* NAD 83(1986)-  33 06 41.     (N)    111 05 36.     (W)     SCALED    
 DU0504* NAVD 88     -       517.50   (+/-2cm)    1697.8    (feet)  VERTCON   
 DU0504  ___________________________________________________________________
 DU0504  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DU0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0504
 DU0504.The horizontal coordinates were scaled from a topographic map and have
 DU0504.an estimated accuracy of +/- 6 seconds.
 DU0504
 DU0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0504.The vertical order pertains to the NGVD 29 superseded value.
 DU0504
 DU0504.The geoid height was determined by GEOID03.
 DU0504
 DU0504;                    North         East    Units  Estimated Accuracy
 DU0504;SPC AZ C     -   234,410.      290,200.      MT  (+/- 180 meters Scaled)
 DU0504
 DU0504                          SUPERSEDED SURVEY CONTROL
 DU0504
 DU0504  NGVD 29 (??/??/92)  516.876  (m)         1695.78   (f) ADJ UNCH    2 0
 DU0504
 DU0504.Superseded values are not recommended for survey control.
 DU0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0504.See file dsdata.txt to determine how the superseded data were derived.
 DU0504
 DU0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB912636(NAD 83)
 DU0504_MARKER: DB = BENCH MARK DISK
 DU0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0504_SP_SET: PIER
 DU0504_STAMPING: N 67 1934
 DU0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0504
 DU0504  HISTORY     - Date     Condition        Report By
 DU0504  HISTORY     - 1934     MONUMENTED       CGS
 DU0504
 DU0504                          STATION DESCRIPTION
 DU0504
 DU0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0504'3.8 MI E FROM COCHRAN.
 DU0504'3.8 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0504'600 FEET WEST OF MILEPOST 979, AT BRIDGE 978 E, IN THE TOP OF THE EAST
 DU0504'CONCRETE PIER, AND 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK. A
 DU0504'STANDARD DISK, STAMPED N 67 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0558 ***********************************************************************
 DU0558  DESIGNATION -  N 68
 DU0558  PID         -  DU0558
 DU0558  STATE/COUNTY-  AZ/PINAL
 DU0558  USGS QUAD   -  FLORENCE (1981)
 DU0558
 DU0558                         *CURRENT SURVEY CONTROL
 DU0558  ___________________________________________________________________
 DU0558* NAD 83(1986)-  33 06 27.     (N)    111 28 34.     (W)     SCALED    
 DU0558* NAVD 88     -       461.66   (+/-2cm)    1514.6    (feet)  VERTCON   
 DU0558  ___________________________________________________________________
 DU0558  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU0558  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0558
 DU0558.The horizontal coordinates were scaled from a topographic map and have
 DU0558.an estimated accuracy of +/- 6 seconds.
 DU0558
 DU0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0558.The vertical order pertains to the NGVD 29 superseded value.
 DU0558
 DU0558.The geoid height was determined by GEOID03.
 DU0558
 DU0558;                    North         East    Units  Estimated Accuracy
 DU0558;SPC AZ C     -   233,760.      254,480.      MT  (+/- 180 meters Scaled)
 DU0558
 DU0558                          SUPERSEDED SURVEY CONTROL
 DU0558
 DU0558  NGVD 29 (??/??/92)  461.129  (m)         1512.89   (f) ADJ UNCH    1 2
 DU0558
 DU0558.Superseded values are not recommended for survey control.
 DU0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0558.See file dsdata.txt to determine how the superseded data were derived.
 DU0558
 DU0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB555633(NAD 83)
 DU0558_MARKER: DB = BENCH MARK DISK
 DU0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0558_STAMPING: N 68 1934
 DU0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0558+STABILITY: SURFACE MOTION
 DU0558
 DU0558  HISTORY     - Date     Condition        Report By
 DU0558  HISTORY     - 1934     MONUMENTED       CGS
 DU0558  HISTORY     - 1967     GOOD             NGS
 DU0558  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0558  HISTORY     - 20070509 MARK NOT FOUND   GEOCAC
 DU0558
 DU0558                          STATION DESCRIPTION
 DU0558
 DU0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0558'2.2 MI SE FROM MAGMA.
 DU0558'ABOUT 2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0558'STATION SIGN AT MAGMA, IN S 1, T 4 S, R 8 E, 28 FEET SOUTHWEST OF THE
 DU0558'SOUTHWEST RAIL OF THE TRACKS, 54 FEET NORTHEAST OF THE CENTER LINE OF
 DU0558'A ROAD WHICH PARALLELS THE RAILROAD, 34 1/2 FEET NORTHWEST OF MILEPOST
 DU0558'952, 25 FEET SOUTH OF THE SOUTHWEST END OF CONCRETE CULVERT NUMBER
 DU0558'951.97, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 DU0558'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 DU0558'PROJECTING 8 INCHES.
 DU0558
 DU0558                          STATION RECOVERY (1992)
 DU0558
 DU0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0558'MARK NOT FOUND.
 DU0558
 DU0558                          STATION RECOVERY (2007)
 DU0558
 DU0558'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0558'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0558'MARK. THE AREA HAS RECENTLY BEEN PLOWED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0224 ***********************************************************************
 DT0224  DESIGNATION -  N 69
 DT0224  PID         -  DT0224
 DT0224  STATE/COUNTY-  AZ/GREENLEE
 DT0224  USGS QUAD   -  BEAVERHEAD (1991)
 DT0224
 DT0224                         *CURRENT SURVEY CONTROL
 DT0224  ___________________________________________________________________
 DT0224* NAD 83(1986)-  33 43 20.     (N)    109 11 54.     (W)     SCALED    
 DT0224* NAVD 88     -      2507.042  (meters)    8225.19   (feet)  ADJUSTED  
 DT0224  ___________________________________________________________________
 DT0224  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0224  DYNAMIC HT  -        2502.926 (meters)    8211.68  (feet)  COMP
 DT0224  MODELED GRAV-     978,903.6   (mgal)                       NAVD 88
 DT0224
 DT0224  VERT ORDER  -  SECOND    CLASS 0
 DT0224
 DT0224.The horizontal coordinates were scaled from a topographic map and have
 DT0224.an estimated accuracy of +/- 6 seconds.
 DT0224
 DT0224.The orthometric height was determined by differential leveling
 DT0224.and adjusted in June 1991.
 DT0224
 DT0224.The geoid height was determined by GEOID03.
 DT0224
 DT0224.The dynamic height is computed by dividing the NAVD 88
 DT0224.geopotential number by the normal gravity value computed on the
 DT0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0224.degrees latitude (g = 980.6199 gals.).
 DT0224
 DT0224.The modeled gravity was interpolated from observed gravity values.
 DT0224
 DT0224;                    North         East    Units  Estimated Accuracy
 DT0224;SPC AZ E     -   302,270.      303,100.      MT  (+/- 180 meters Scaled)
 DT0224
 DT0224                          SUPERSEDED SURVEY CONTROL
 DT0224
 DT0224  NGVD 29 (??/??/92) 2505.969  (m)         8221.67   (f) ADJ UNCH    2 0
 DT0224
 DT0224.Superseded values are not recommended for survey control.
 DT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0224.See file dsdata.txt to determine how the superseded data were derived.
 DT0224
 DT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC669328(NAD 83)
 DT0224_MARKER: DB = BENCH MARK DISK
 DT0224_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0224_SP_SET: UNSPECIFIED ROCK
 DT0224_STAMPING: N-69 1934
 DT0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0224
 DT0224  HISTORY     - Date     Condition        Report By
 DT0224  HISTORY     - 1934     MONUMENTED       CGS
 DT0224  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0224
 DT0224                          STATION DESCRIPTION
 DT0224
 DT0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0224'13.5 MI S FROM ALPINE.
 DT0224'13.5 MI SOUTH ON STATE HWY NO.71 ON THE TOP OF A HILL, 0.5 MI NORTH OF
 DT0224'A CATTLE GUARD, ABOUT 75 YDS SOUTH OF A ROAD SIGN, AND 40 FEET EAST OF
 DT0224'THE CENTERLINE OF THE HIGHWAY.  SET IN A ROCK 3 FEET IN DIAMETER.
 DT0224
 DT0224                          STATION RECOVERY (2005)
 DT0224
 DT0224'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0224'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0138 ***********************************************************************
 FQ0138  DESIGNATION -  N 70
 FQ0138  PID         -  FQ0138
 FQ0138  STATE/COUNTY-  AZ/NAVAJO
 FQ0138  USGS QUAD   -  MOWA'API (1991)
 FQ0138
 FQ0138                         *CURRENT SURVEY CONTROL
 FQ0138  ___________________________________________________________________
 FQ0138* NAD 83(2007)-  35 51 29.99163(N)    110 37 46.24832(W)     ADJUSTED  
 FQ0138* NAVD 88     -      1709.565  (meters)    5608.80   (feet)  ADJUSTED  
 FQ0138  ___________________________________________________________________
 FQ0138  EPOCH DATE  -        2007.00
 FQ0138  X           -  -1,823,835.760 (meters)                     COMP
 FQ0138  Y           -  -4,844,657.726 (meters)                     COMP
 FQ0138  Z           -   3,716,451.527 (meters)                     COMP
 FQ0138  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 FQ0138  ELLIP HEIGHT-        1687.335 (meters)          (02/10/07) ADJUSTED
 FQ0138  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 FQ0138  DYNAMIC HT  -        1707.369 (meters)    5601.59  (feet)  COMP
 FQ0138
 FQ0138  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0138  Type    PID    Designation                      North   East  Ellip
 FQ0138  -------------------------------------------------------------------
 FQ0138  NETWORK FQ0138 N 70                              1.33   0.90   5.59
 FQ0138  -------------------------------------------------------------------
 FQ0138  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 FQ0138
 FQ0138  VERT ORDER  -  SECOND    CLASS 0
 FQ0138
 FQ0138.The horizontal coordinates were established by GPS observations
 FQ0138.and adjusted by the National Geodetic Survey in February 2007.
 FQ0138
 FQ0138.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0138.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0138.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0138.The epoch date for horizontal control is a decimal equivalence
 FQ0138.of Year/Month/Day.
 FQ0138
 FQ0138.The orthometric height was determined by differential leveling
 FQ0138.and adjusted in June 1991.
 FQ0138
 FQ0138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0138
 FQ0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0138
 FQ0138.The ellipsoidal height was determined by GPS observations
 FQ0138.and is referenced to NAD 83.
 FQ0138
 FQ0138.The geoid height was determined by GEOID03.
 FQ0138
 FQ0138.The dynamic height is computed by dividing the NAVD 88
 FQ0138.geopotential number by the normal gravity value computed on the
 FQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0138.degrees latitude (g = 980.6199 gals.).
 FQ0138
 FQ0138.The modeled gravity was interpolated from observed gravity values.
 FQ0138
 FQ0138;                    North         East     Units Scale Factor Converg.
 FQ0138;SPC AZ E     -   538,894.106   171,557.554   MT  0.99992153   -0 16 16.1
 FQ0138;SPC AZ E     - 1,768,025.28    562,852.87   iFT  0.99992153   -0 16 16.1
 FQ0138;UTM  12      - 3,968,298.830   533,450.767   MT  0.99961379   +0 13 01.3
 FQ0138
 FQ0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0138!SPC AZ E     -   0.99973524  x   0.99992153  =   0.99965679
 FQ0138!UTM  12      -   0.99973524  x   0.99961379  =   0.99934913
 FQ0138
 FQ0138                          SUPERSEDED SURVEY CONTROL
 FQ0138
 FQ0138  NAD 83(1992)-  35 51 29.99114(N)    110 37 46.24765(W) AD(       ) 1
 FQ0138  ELLIP H (03/15/96) 1687.354  (m)                       GP(       ) 4 1
 FQ0138  NAVD 88 (03/15/96) 1709.57   (m)         5608.8    (f) LEVELING    3  
 FQ0138  NGVD 29 (??/??/92) 1708.694  (m)         5605.94   (f) ADJ UNCH    2 0
 FQ0138
 FQ0138.Superseded values are not recommended for survey control.
 FQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0138.See file dsdata.txt to determine how the superseded data were derived.
 FQ0138
 FQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE3345168299(NAD 83)
 FQ0138_MARKER: DB = BENCH MARK DISK
 FQ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0138_STAMPING: N 70 1934
 FQ0138_MARK LOGO: CGS   
 FQ0138_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0138+STABILITY: SURFACE MOTION
 FQ0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0138+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1995
 FQ0138
 FQ0138  HISTORY     - Date     Condition        Report By
 FQ0138  HISTORY     - 1934     MONUMENTED       CGS
 FQ0138  HISTORY     - 19860509 GOOD             USGS
 FQ0138  HISTORY     - 19950812 GOOD             NGS
 FQ0138
 FQ0138                          STATION DESCRIPTION
 FQ0138
 FQ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0138'1.5 MI S FROM ORAIBI.
 FQ0138'ABOUT 1.5 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0138'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.4 MILE NORTHWEST OF A GROUP
 FQ0138'OF TREES EAST OF THE ROAD, ABOUT 82 YARDS SOUTH OF A 24-INCH
 FQ0138'GALVANIZED-IRON PIPE CULVERT, AND 54 FEET WEST OF THE CENTER LINE OF
 FQ0138'THE HIGHWAY.  A STANDARD DISK, STAMPED N 70 1934 AND SET IN THE TOP OF
 FQ0138'A CONCRETE POST.
 FQ0138
 FQ0138                          STATION RECOVERY (1986)
 FQ0138
 FQ0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLH)
 FQ0138'RECOVERED IN GOOD CONDITION.
 FQ0138
 FQ0138                          STATION RECOVERY (1995)
 FQ0138
 FQ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0138'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHWEST OF KYKOTSMOVI IN
 FQ0138'AN OPEN FIELD ON HOPI INDIAN RESERVATION TRIBAL LAND.  TO REACH THE
 FQ0138'STATION FROM THE TURNOFF FOR KYKOTSMOVI FROM ARIZONA HIGHWAY 264, GO
 FQ0138'SOUTHWEST ON THE ROAD LEADING TO KYKOTSMOVI FOR 0.4 MI (0.6 KM) TO A
 FQ0138'FOUR WAY STOP INTERSECTION AND THE VILLAGE STORE ON THE RIGHT.
 FQ0138'CONTINUE STRAIGHT FOR 0.1 MI (0.2 KM) TO A THREE WAY STOP
 FQ0138'INTERSECTION.  CONTINUE STRAIGHT FOR 0.55 MI (0.89 KM) TO THE HOPI
 FQ0138'TRIBAL HEADQUARTERS ON THE RIGHT.  CONTINUE STRAIGHT, SOUTHWEST, FOR
 FQ0138'0.7 MI (1.1 KM) TO A POWERLINE CROSSING THE ROAD AND A CURVE TO THE
 FQ0138'LEFT.  CONTINUE STRAIGHT, SOUTH THEN EAST, FOR O.1 MI TO THE END OF
 FQ0138'VEHICLE TRAVEL AT THE END OF THE HIGHWAY CURVE AND THE STATION ON THE
 FQ0138'RIGHT (THIS VEHICLE PARKING LOCATION IS 0.15 MI (0.24 KM) BEFORE THE
 FQ0138'JUNCTION WITH A STOP SIGN AT INDIAN ROUTE 2, WHERE IT BYPASSES
 FQ0138'KYKOTSMOVI ON THE EAST EDGE OF THE VILLAGE) .  PACK WEST ABOUT 80 M
 FQ0138'(262.5 FT) ACROSS A SANDY, HUMMOCKY OPEN FIELD TO THE STATION,
 FQ0138'CROSSING THE OLD ROAD BED REFERRED TO IN THE ORIGINAL DESCRIPTION,
 FQ0138'WHICH NOW APPEARS TO BE A SANDY WASH.  THE STATION IS A USCGS
 FQ0138'BENCHMARK DISK SET IN THE TOP OF A 0.25 M (0.82 FT) SQUARE CONCRETE
 FQ0138'MONUMENT PROJECTING 0.1 M (0.3 FT) AND STAMPED --- N 70 ---.  IT IS
 FQ0138'3.7 M (12.1 FT) NORTHEAST OF A 2 M (6.6 FT) TALL WOODEN POST, 0.25 M
 FQ0138'(0.82 FT) NORTH OF A 1.5 M (4.9 FT) TALL METAL T POST, AND 17.5 M
 FQ0138'(57.4 FT) NORTHWEST OF THE CENTER OF A SANDY WASH WHICH IS ALSO THE
 FQ0138'OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0085 ***********************************************************************
 FQ0085  DESIGNATION -  N 71
 FQ0085  PID         -  FQ0085
 FQ0085  STATE/COUNTY-  AZ/COCONINO
 FQ0085  USGS QUAD   -  OLD LEUPP (1986)
 FQ0085
 FQ0085                         *CURRENT SURVEY CONTROL
 FQ0085  ___________________________________________________________________
 FQ0085* NAD 83(1986)-  35 17 58.     (N)    110 59 17.     (W)     SCALED    
 FQ0085* NAVD 88     -      1434.029  (meters)    4704.81   (feet)  ADJUSTED  
 FQ0085  ___________________________________________________________________
 FQ0085  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FQ0085  DYNAMIC HT  -        1432.191 (meters)    4698.78  (feet)  COMP
 FQ0085  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 FQ0085
 FQ0085  VERT ORDER  -  SECOND    CLASS 0
 FQ0085
 FQ0085.The horizontal coordinates were scaled from a topographic map and have
 FQ0085.an estimated accuracy of +/- 6 seconds.
 FQ0085
 FQ0085.The orthometric height was determined by differential leveling
 FQ0085.and adjusted in June 1991.
 FQ0085
 FQ0085.The geoid height was determined by GEOID03.
 FQ0085
 FQ0085.The dynamic height is computed by dividing the NAVD 88
 FQ0085.geopotential number by the normal gravity value computed on the
 FQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0085.degrees latitude (g = 980.6199 gals.).
 FQ0085
 FQ0085.The modeled gravity was interpolated from observed gravity values.
 FQ0085
 FQ0085;                    North         East    Units  Estimated Accuracy
 FQ0085;SPC AZ C     -   477,190.      297,810.      MT  (+/- 180 meters Scaled)
 FQ0085
 FQ0085                          SUPERSEDED SURVEY CONTROL
 FQ0085
 FQ0085  NGVD 29 (??/??/92) 1433.286  (m)         4702.37   (f) ADJ UNCH    2 0
 FQ0085
 FQ0085.Superseded values are not recommended for survey control.
 FQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0085.See file dsdata.txt to determine how the superseded data were derived.
 FQ0085
 FQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE010062(NAD 83)
 FQ0085_MARKER: DB = BENCH MARK DISK
 FQ0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0085_SP_SET: BRIDGE
 FQ0085_STAMPING: N 71 1934
 FQ0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0085
 FQ0085  HISTORY     - Date     Condition        Report By
 FQ0085  HISTORY     - UNK      MONUMENTED       CGS
 FQ0085
 FQ0085                          STATION DESCRIPTION
 FQ0085
 FQ0085'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 FQ0085'3.9 MI NW FROM LEUPP.
 FQ0085'3.9 MILES NORTHWEST ALONG THE HIGHWAY TOWARD ORAIBI FROM LEUPP,
 FQ0085'COCONINO COUNTY, AT THE SOUTH END OF THE ASHURST BRIDGE OVER LITTLE
 FQ0085'COLORADO RIVER, IN THE TOP OF THE WEST END OF THE WEST CONCRETE WING
 FQ0085'WALL, AND 15 FEET WEST OF THE CENTER LINE OF THE BRIDGE.  A STANDARD
 FQ0085'DISK, STAMPED N 71 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0028 ***********************************************************************
 FQ0028  DESIGNATION -  N 72
 FQ0028  PID         -  FQ0028
 FQ0028  STATE/COUNTY-  AZ/NAVAJO
 FQ0028  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0028
 FQ0028                         *CURRENT SURVEY CONTROL
 FQ0028  ___________________________________________________________________
 FQ0028* NAD 83(1986)-  35 47 04.     (N)    110 09 08.     (W)     SCALED    
 FQ0028* NAVD 88     -      1981.802  (meters)    6501.96   (feet)  ADJUSTED  
 FQ0028  ___________________________________________________________________
 FQ0028  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FQ0028  DYNAMIC HT  -        1979.145 (meters)    6493.24  (feet)  COMP
 FQ0028  MODELED GRAV-     979,221.3   (mgal)                       NAVD 88
 FQ0028
 FQ0028  VERT ORDER  -  SECOND    CLASS 0
 FQ0028
 FQ0028.The horizontal coordinates were scaled from a topographic map and have
 FQ0028.an estimated accuracy of +/- 6 seconds.
 FQ0028
 FQ0028.The orthometric height was determined by differential leveling
 FQ0028.and adjusted in June 1991.
 FQ0028
 FQ0028.The geoid height was determined by GEOID03.
 FQ0028
 FQ0028.The dynamic height is computed by dividing the NAVD 88
 FQ0028.geopotential number by the normal gravity value computed on the
 FQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0028.degrees latitude (g = 980.6199 gals.).
 FQ0028
 FQ0028.The modeled gravity was interpolated from observed gravity values.
 FQ0028
 FQ0028;                    North         East    Units  Estimated Accuracy
 FQ0028;SPC AZ E     -   530,600.      214,670.      MT  (+/- 180 meters Scaled)
 FQ0028
 FQ0028                          SUPERSEDED SURVEY CONTROL
 FQ0028
 FQ0028  NGVD 29 (??/??/92) 1980.858  (m)         6498.86   (f) ADJ UNCH    2 0
 FQ0028
 FQ0028.Superseded values are not recommended for survey control.
 FQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0028.See file dsdata.txt to determine how the superseded data were derived.
 FQ0028
 FQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE766603(NAD 83)
 FQ0028_MARKER: DB = BENCH MARK DISK
 FQ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0028_STAMPING: N 72 1934
 FQ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0028+STABILITY: SURFACE MOTION
 FQ0028
 FQ0028  HISTORY     - Date     Condition        Report By
 FQ0028  HISTORY     - 1934     MONUMENTED       CGS
 FQ0028  HISTORY     - 19860314 GOOD             USGS
 FQ0028
 FQ0028                          STATION DESCRIPTION
 FQ0028
 FQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0028'4.0 MI S FROM KEAMS CANYON.
 FQ0028'4.0 MILES SOUTH ALONG THE HOLBROOK ROAD FROM KEAMS CANYON, NAVAJO
 FQ0028'COUNTY, 1.4 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING NORTH TO
 FQ0028'JEDDITO TRADING POST, AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD.
 FQ0028'A STANDARD DISK, STAMPED N 72 1934 AND SET IN THE TOP OF A CONCRETE
 FQ0028'POST PROJECTING 12 INCHES ABOVE GROUND.
 FQ0028
 FQ0028                          STATION RECOVERY (1986)
 FQ0028
 FQ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0265 ***********************************************************************
 CY0265  DESIGNATION -  N 73
 CY0265  PID         -  CY0265
 CY0265  STATE/COUNTY-  AZ/GREENLEE
 CY0265  USGS QUAD   -  SHELDON (1986)
 CY0265
 CY0265                         *CURRENT SURVEY CONTROL
 CY0265  ___________________________________________________________________
 CY0265* NAD 83(1986)-  32 52 13.     (N)    109 11 55.     (W)     SCALED    
 CY0265* NAVD 88     -      1074.04   (+/-2cm)    3523.7    (feet)  VERTCON   
 CY0265  ___________________________________________________________________
 CY0265  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CY0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0265
 CY0265.The horizontal coordinates were scaled from a topographic map and have
 CY0265.an estimated accuracy of +/- 6 seconds.
 CY0265
 CY0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0265.The vertical order pertains to the NGVD 29 superseded value.
 CY0265
 CY0265.The geoid height was determined by GEOID03.
 CY0265
 CY0265;                    North         East    Units  Estimated Accuracy
 CY0265;SPC AZ E     -   207,780.      303,950.      MT  (+/- 180 meters Scaled)
 CY0265
 CY0265                          SUPERSEDED SURVEY CONTROL
 CY0265
 CY0265  NGVD 29 (??/??/92) 1073.350  (m)         3521.48   (f) ADJ UNCH    2 0
 CY0265
 CY0265.Superseded values are not recommended for survey control.
 CY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0265.See file dsdata.txt to determine how the superseded data were derived.
 CY0265
 CY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB685383(NAD 83)
 CY0265_MARKER: DB = BENCH MARK DISK
 CY0265_SETTING: 66 = SET IN ROCK OUTCROP
 CY0265_SP_SET: ROCK CLIFF
 CY0265_STAMPING: N-73 1934
 CY0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0265+STABILITY: POSITION/ELEVATION WELL
 CY0265
 CY0265  HISTORY     - Date     Condition        Report By
 CY0265  HISTORY     - 1934     MONUMENTED       CGS
 CY0265
 CY0265                          STATION DESCRIPTION
 CY0265
 CY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0265'2.0 MI SE FROM YORK.
 CY0265'2.0 MI. S.E. ALONG A. AND N.M. RY. 4.6 MI N.W. OF SHELDON.  5 POLES N.
 CY0265'OF MI. POLE 1197.  30 FT. W. OF THE CENTER LINE OF THE TRACK, AND SET
 CY0265'IN A SHELF OF A ROCK CLIFF, ABOUT 3 FT. ABOVE THE SURFACE OF THE
 CY0265'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0332 ***********************************************************************
 DT0332  DESIGNATION -  N 74
 DT0332  PID         -  DT0332
 DT0332  STATE/COUNTY-  AZ/GREENLEE
 DT0332  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0332
 DT0332                         *CURRENT SURVEY CONTROL
 DT0332  ___________________________________________________________________
 DT0332* NAD 83(1986)-  33 17 37.     (N)    109 21 33.     (W)     SCALED    
 DT0332* NAVD 88     -      1908.504  (meters)    6261.48   (feet)  ADJUSTED  
 DT0332  ___________________________________________________________________
 DT0332  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 DT0332  DYNAMIC HT  -        1905.584 (meters)    6251.90  (feet)  COMP
 DT0332  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 DT0332
 DT0332  VERT ORDER  -  SECOND    CLASS 0
 DT0332
 DT0332.The horizontal coordinates were scaled from a topographic map and have
 DT0332.an estimated accuracy of +/- 6 seconds.
 DT0332
 DT0332.The orthometric height was determined by differential leveling
 DT0332.and adjusted in June 1991.
 DT0332
 DT0332.The geoid height was determined by GEOID03.
 DT0332
 DT0332.The dynamic height is computed by dividing the NAVD 88
 DT0332.geopotential number by the normal gravity value computed on the
 DT0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0332.degrees latitude (g = 980.6199 gals.).
 DT0332
 DT0332.The modeled gravity was interpolated from observed gravity values.
 DT0332
 DT0332;                    North         East    Units  Estimated Accuracy
 DT0332;SPC AZ E     -   254,600.      288,570.      MT  (+/- 180 meters Scaled)
 DT0332
 DT0332                          SUPERSEDED SURVEY CONTROL
 DT0332
 DT0332  NGVD 29 (??/??/92) 1907.642  (m)         6258.66   (f) ADJ UNCH    2 0
 DT0332
 DT0332.Superseded values are not recommended for survey control.
 DT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0332.See file dsdata.txt to determine how the superseded data were derived.
 DT0332
 DT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB527850(NAD 83)
 DT0332_MARKER: DB = BENCH MARK DISK
 DT0332_SETTING: 66 = SET IN ROCK OUTCROP
 DT0332_SP_SET: MALPAIS ROCK
 DT0332_STAMPING: N-74 1934
 DT0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0332+STABILITY: POSITION/ELEVATION WELL
 DT0332
 DT0332  HISTORY     - Date     Condition        Report By
 DT0332  HISTORY     - 1934     MONUMENTED       CGS
 DT0332  HISTORY     - 1967     GOOD             USGS
 DT0332
 DT0332                          STATION DESCRIPTION
 DT0332
 DT0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0332'26.5 MI N FROM CLIFTON.
 DT0332'26.5 MI NORTH ON STATE HWY NO.71, FROM P.O. AT THE TOP OF A SMALL
 DT0332'SUMMIT ON THE HIGHWAY, ABOUT 310 FEET NORTH OF A ROAD SIGN, AND 27
 DT0332'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0332
 DT0332                          STATION RECOVERY (1967)
 DT0332
 DT0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0201 ***********************************************************************
 CG0201  DESIGNATION -  N 76
 CG0201  PID         -  CG0201
 CG0201  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0201  USGS QUAD   -  NOGALES (1981)
 CG0201
 CG0201                         *CURRENT SURVEY CONTROL
 CG0201  ___________________________________________________________________
 CG0201* NAD 83(1986)-  31 22 29.     (N)    110 56 08.     (W)     SCALED    
 CG0201* NAVD 88     -      1139.64   (+/-2cm)    3739.0    (feet)  VERTCON   
 CG0201  ___________________________________________________________________
 CG0201  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0201
 CG0201.The horizontal coordinates were scaled from a topographic map and have
 CG0201.an estimated accuracy of +/- 6 seconds.
 CG0201
 CG0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0201.The vertical order pertains to the NGVD 29 superseded value.
 CG0201
 CG0201.The geoid height was determined by GEOID03.
 CG0201
 CG0201;                    North         East    Units  Estimated Accuracy
 CG0201;SPC AZ C     -    41,960.      306,690.      MT  (+/- 180 meters Scaled)
 CG0201
 CG0201                          SUPERSEDED SURVEY CONTROL
 CG0201
 CG0201  NGVD 29 (??/??/92) 1138.75   (m)         3736.0    (f) COMPUTED    2 0
 CG0201
 CG0201.Superseded values are not recommended for survey control.
 CG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0201.See file dsdata.txt to determine how the superseded data were derived.
 CG0201
 CG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV061711(NAD 83)
 CG0201_MARKER: DB = BENCH MARK DISK
 CG0201_SETTING: 0 = UNSPECIFIED SETTING
 CG0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0201
 CG0201  HISTORY     - Date     Condition        Report By
 CG0201  HISTORY     - UNK      MONUMENTED       CGS
 CG0201  HISTORY     - 1954     GOOD             NGS
 CG0201  HISTORY     - 1959     MARK NOT FOUND   NGS
 CG0201
 CG0201                          STATION DESCRIPTION
 CG0201
 CG0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0201'3.0 MI N FROM NOGALES.
 CG0201'100 FEET SOUTHWEST OF A TRESTLE, 3/4 POLE SOUTH OF MILE POST 1047, 60
 CG0201'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 40 FEET EAST OF THE
 CG0201'CENTERLINE OF U.S. 89.  NOTE-- U. S. HIGHWAY 89 WAS WIDENED.
 CG0201
 CG0201                          STATION RECOVERY (1959)
 CG0201
 CG0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0152 ***********************************************************************
 CG0152  DESIGNATION -  N 77
 CG0152  PID         -  CG0152
 CG0152  STATE/COUNTY-  AZ/COCHISE
 CG0152  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG0152
 CG0152                         *CURRENT SURVEY CONTROL
 CG0152  ___________________________________________________________________
 CG0152* NAD 83(1986)-  31 38 05.     (N)    110 24 05.     (W)     SCALED    
 CG0152* NAVD 88     -      1350.53   (+/-2cm)    4430.9    (feet)  VERTCON   
 CG0152  ___________________________________________________________________
 CG0152  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0152
 CG0152.The horizontal coordinates were scaled from a topographic map and have
 CG0152.an estimated accuracy of +/- 6 seconds.
 CG0152
 CG0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0152.The vertical order pertains to the NGVD 29 superseded value.
 CG0152
 CG0152.The geoid height was determined by GEOID03.
 CG0152
 CG0152;                    North         East    Units  Estimated Accuracy
 CG0152;SPC AZ E     -    70,390.      191,100.      MT  (+/- 180 meters Scaled)
 CG0152
 CG0152                          SUPERSEDED SURVEY CONTROL
 CG0152
 CG0152  NGVD 29 (??/??/92) 1349.664  (m)         4428.02   (f) ADJ UNCH    2 0
 CG0152
 CG0152.Superseded values are not recommended for survey control.
 CG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0152.See file dsdata.txt to determine how the superseded data were derived.
 CG0152
 CG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA567001(NAD 83)
 CG0152_MARKER: DB = BENCH MARK DISK
 CG0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0152_STAMPING: N 77 1934
 CG0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0152+STABILITY: SURFACE MOTION
 CG0152
 CG0152  HISTORY     - Date     Condition        Report By
 CG0152  HISTORY     - 1934     MONUMENTED       CGS
 CG0152  HISTORY     - 1935     GOOD             NGS
 CG0152
 CG0152                          STATION DESCRIPTION
 CG0152
 CG0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0152'8 MI E FROM ELGIN.
 CG0152'IN COCHISE COUNTY, 8.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO.
 CG0152'RAILROAD FROM ELGIN, SANTA CRUZ COUNTY, 72 FEET SOUTHEAST OF MILEPOST
 CG0152'1066, 30 FEET SOUTHEAST OF THE CENTER OF A DIM-ROAD CROSSING, 20 FEET
 CG0152'SOUTH OF THE CENTERLINE OF THE TRACK, 5 FEET SOUTHWEST OF THE SOUTH
 CG0152'END OF CATTLEGUARD 1065 D, AND 1 FOOT WEST OF A FENCE LINE.  A
 CG0152'STANDARD DISK, STAMPED N 77 1934 AND SET IN THE TOP OF A CONCRETE
 CG0152'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0112 ***********************************************************************
 CG0112  DESIGNATION -  N 78
 CG0112  PID         -  CG0112
 CG0112  STATE/COUNTY-  AZ/COCHISE
 CG0112  USGS QUAD   -  MESCAL (1983)
 CG0112
 CG0112                         *CURRENT SURVEY CONTROL
 CG0112  ___________________________________________________________________
 CG0112* NAD 83(1986)-  31 58 45.     (N)    110 24 32.     (W)     SCALED    
 CG0112* NAVD 88     -      1238.58   (+/-2cm)    4063.6    (feet)  VERTCON   
 CG0112  ___________________________________________________________________
 CG0112  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0112
 CG0112.The horizontal coordinates were scaled from a topographic map and have
 CG0112.an estimated accuracy of +/- 6 seconds.
 CG0112
 CG0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0112.The vertical order pertains to the NGVD 29 superseded value.
 CG0112
 CG0112.The geoid height was determined by GEOID03.
 CG0112
 CG0112;                    North         East    Units  Estimated Accuracy
 CG0112;SPC AZ E     -   108,580.      190,470.      MT  (+/- 180 meters Scaled)
 CG0112
 CG0112                          SUPERSEDED SURVEY CONTROL
 CG0112
 CG0112  NGVD 29 (??/??/92) 1237.755  (m)         4060.87   (f) ADJ UNCH    2 0
 CG0112
 CG0112.Superseded values are not recommended for survey control.
 CG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0112.See file dsdata.txt to determine how the superseded data were derived.
 CG0112
 CG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA558382(NAD 83)
 CG0112_MARKER: DB = BENCH MARK DISK
 CG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0112_STAMPING: N 78 1934
 CG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0112+STABILITY: SURFACE MOTION
 CG0112
 CG0112  HISTORY     - Date     Condition        Report By
 CG0112  HISTORY     - 1934     MONUMENTED       CGS
 CG0112
 CG0112                          STATION DESCRIPTION
 CG0112
 CG0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0112'1.8 MI SE FROM MESCAL.
 CG0112'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0112'STATION AT MESCAL, COCHISE COUNTY, 4-3/4 POLES NORTHEAST OF MILEPOST
 CG0112'1024, 200 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 20 FEET SOUTH
 CG0112'OF A FENCE.  A STANDARD DISK, STAMPED N 78 1934 AND SET IN THE TOP OF
 CG0112'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0146 ***********************************************************************
 DB0146  DESIGNATION -  N 8
 DB0146  PID         -  DB0146
 DB0146  STATE/COUNTY-  AZ/YUMA
 DB0146  USGS QUAD   -  WELLTON (1982)
 DB0146
 DB0146                         *CURRENT SURVEY CONTROL
 DB0146  ___________________________________________________________________
 DB0146* NAD 83(1986)-  32 39 42.     (N)    114 11 32.     (W)     SCALED    
 DB0146* NAVD 88     -        67.325  (meters)     220.88   (feet)  ADJUSTED  
 DB0146  ___________________________________________________________________
 DB0146  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DB0146  DYNAMIC HT  -          67.248 (meters)     220.63  (feet)  COMP
 DB0146  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 DB0146
 DB0146  VERT ORDER  -  FIRST     CLASS II
 DB0146
 DB0146.The horizontal coordinates were scaled from a topographic map and have
 DB0146.an estimated accuracy of +/- 6 seconds.
 DB0146
 DB0146.The orthometric height was determined by differential leveling
 DB0146.and adjusted in June 1991.
 DB0146
 DB0146.The geoid height was determined by GEOID03.
 DB0146
 DB0146.The dynamic height is computed by dividing the NAVD 88
 DB0146.geopotential number by the normal gravity value computed on the
 DB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0146.degrees latitude (g = 980.6199 gals.).
 DB0146
 DB0146.The modeled gravity was interpolated from observed gravity values.
 DB0146
 DB0146;                    North         East    Units  Estimated Accuracy
 DB0146;SPC AZ W     -   184,330.      171,880.      MT  (+/- 180 meters Scaled)
 DB0146
 DB0146                          SUPERSEDED SURVEY CONTROL
 DB0146
 DB0146  NGVD 29 (??/??/??)   66.702  (m)          218.84   (f) ADJUSTED    1 2
 DB0146
 DB0146.Superseded values are not recommended for survey control.
 DB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0146.See file dsdata.txt to determine how the superseded data were derived.
 DB0146
 DB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS633172(NAD 83)
 DB0146_MARKER: DB = BENCH MARK DISK
 DB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0146_STAMPING: 218.838 N 8 1927
 DB0146_MARK LOGO: CGS   
 DB0146_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0146+STABILITY: SURFACE MOTION
 DB0146
 DB0146  HISTORY     - Date     Condition        Report By
 DB0146  HISTORY     - 1927     MONUMENTED       CGS
 DB0146  HISTORY     - 1960     GOOD             NGS
 DB0146  HISTORY     - 1981     GOOD             NGS
 DB0146  HISTORY     - 1981     GOOD             NGS
 DB0146  HISTORY     - 20090207 MARK NOT FOUND   GEOCAC
 DB0146
 DB0146                          STATION DESCRIPTION
 DB0146
 DB0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0146'3.3 MI W FROM WELLTON.
 DB0146'3.3 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DB0146'THE STATION AT WELLTON, YUMA COUNTY, 15-1/2 POLES WEST OF THE
 DB0146'STATION SIGN AT ADONDE, 8-1/2 POLES WEST OF MILEPOST 767, OPPOSITE
 DB0146'A CUT THROUGH A SAND HILL, 100 FEET NORTH OF THE CENTERLINE OF
 DB0146'THE NORTH TRACK, 32 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 DB0146'80, AND JUST INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 DB0146'218.838 N 8 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DB0146'1 FOOT ABOVE GROUND.  PROJECTS 1.2 FOOT ABOVE GROUND.
 DB0146'NOTE-- METAL WITNESS POST WITH SIGN WAS ESTABLISHED 4 FEET EAST
 DB0146'OF THE MARK.
 DB0146
 DB0146                          STATION RECOVERY (1981)
 DB0146
 DB0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0146'4.5 KM (2.8 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0146'WELLTON, 0.5 KM (0.3 MI) WEST OF SOUTHERN PACIFIC RAILROAD MILEPOLE
 DB0146'767, AT A POWER LINE CROSSING, 27.1 M (89.0 FT) SOUTH OF THE CENTERLIN
 DB0146'OF THE HIGHWAY, 60.5 M (199 FT) EAST OF THE EXTENDED CENTERLINE OF
 DB0146'AVENUE 26E, 31.1 M (102 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 DB0146'54.4 M (179 FT) EAST OF THE CENTER OF THE POWER LINE CROSSING.
 DB0146'THE MARK IS 1.3 METERS  W FROM A WITNESS POST.
 DB0146'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0146
 DB0146                          STATION RECOVERY (1981)
 DB0146
 DB0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0146'4.5 KM (2.8 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0146'WELLTON, 0.5 KM (0.3 MI) WEST OF SOUTHERN PACIFIC RAILROAD MILEPOLE
 DB0146'767, AT A POWER LINE CROSSING, 27.1 M (89.0 FT) SOUTH OF THE CENTERLIN
 DB0146'OF THE HIGHWAY, 60.5 M (199 FT) EAST OF THE EXTENDED CENTERLINE OF
 DB0146'AVENUE 26E, 31.1 M (102 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 DB0146'54.4 M (179 FT) EAST OF THE CENTER OF THE POWER LINE CROSSING.
 DB0146'THE MARK IS 1.3 METERS  W FROM A WITNESS POST.
 DB0146'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB0146
 DB0146                          STATION RECOVERY (2009)
 DB0146
 DB0146'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0146'SIGNS INDICATE THAT FIBEROPTIC CABLE HAS BEEN LAID PARALLEL TO THE
 DB0146'RAILROAD AND HIGHWAY IN THE
 DB0146'VICINITY OF THE BENCHMARK. THE WITNESS POST IS NOT PRESENT AND THERE
 DB0146'IS A LARGE AMOUNT OF
 DB0146'DEBRIS PILED UP IN THE INDICATED LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0082 ***********************************************************************
 CF0082  DESIGNATION -  N 82
 CF0082  PID         -  CF0082
 CF0082  STATE/COUNTY-  AZ/COCHISE
 CF0082  USGS QUAD   -  RODEO (1987)
 CF0082
 CF0082                         *CURRENT SURVEY CONTROL
 CF0082  ___________________________________________________________________
 CF0082* NAD 83(1986)-  31 45 52.     (N)    109 04 52.     (W)     SCALED    
 CF0082* NAVD 88     -      1299.17   (+/-2cm)    4262.4    (feet)  VERTCON   
 CF0082  ___________________________________________________________________
 CF0082  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CF0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0082
 CF0082.The horizontal coordinates were scaled from a topographic map and have
 CF0082.an estimated accuracy of +/- 6 seconds.
 CF0082
 CF0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0082.The vertical order pertains to the NGVD 29 superseded value.
 CF0082
 CF0082.The geoid height was determined by GEOID03.
 CF0082
 CF0082;                    North         East    Units  Estimated Accuracy
 CF0082;SPC AZ E     -    85,260.      316,190.      MT  (+/- 180 meters Scaled)
 CF0082
 CF0082                          SUPERSEDED SURVEY CONTROL
 CF0082
 CF0082  NGVD 29 (??/??/92) 1298.302  (m)         4259.51   (f) ADJ UNCH    2 0
 CF0082
 CF0082.Superseded values are not recommended for survey control.
 CF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0082.See file dsdata.txt to determine how the superseded data were derived.
 CF0082
 CF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA817159(NAD 83)
 CF0082_MARKER: DB = BENCH MARK DISK
 CF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0082_STAMPING: N-82 1934
 CF0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0082+STABILITY: SURFACE MOTION
 CF0082
 CF0082  HISTORY     - Date     Condition        Report By
 CF0082  HISTORY     - 1934     MONUMENTED       CGS
 CF0082  HISTORY     - 1935     GOOD             NGS
 CF0082
 CF0082                          STATION DESCRIPTION
 CF0082
 CF0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0082'6.0 MI NE FROM APACHE.
 CF0082'6.0 MI. N E. OF DEPOT ALONG THE S.P.R.R., 6.0 MI. S W. OF DEPOT AT
 CF0082'RODEO. N. MEX., 40 FT. SOUTH EAST OF MILE POST 1153. 90 FT. SOUTH EAST
 CF0082'OF THE CENTER LINE OF THE TRACK.  100 YDS. SOUTH WEST OF DOUBLE BLOCK
 CF0082'SIGNAL NO. 1153.1.  50 FT. N W. OF THE CENTER LINE OF US HWY. NO. 80.
 CF0082'2 1/2 FT. N W. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0110 ***********************************************************************
 DA0110  DESIGNATION -  N 83
 DA0110  PID         -  DA0110
 DA0110  STATE/COUNTY-  AZ/MARICOPA
 DA0110  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0110
 DA0110                         *CURRENT SURVEY CONTROL
 DA0110  ___________________________________________________________________
 DA0110* NAD 83(1986)-  32 50 43.     (N)    112 17 11.     (W)     SCALED    
 DA0110* NAVD 88     -       537.82   (+/-2cm)    1764.5    (feet)  VERTCON   
 DA0110  ___________________________________________________________________
 DA0110  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0110
 DA0110.The horizontal coordinates were scaled from a topographic map and have
 DA0110.an estimated accuracy of +/- 6 seconds.
 DA0110
 DA0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0110.The vertical order pertains to the NGVD 29 superseded value.
 DA0110
 DA0110.The geoid height was determined by GEOID03.
 DA0110
 DA0110;                    North         East    Units  Estimated Accuracy
 DA0110;SPC AZ C     -   204,660.      178,750.      MT  (+/- 180 meters Scaled)
 DA0110
 DA0110                          SUPERSEDED SURVEY CONTROL
 DA0110
 DA0110  NGVD 29 (??/??/92)  537.17   (m)         1762.4    (f) COMPUTED    2 0
 DA0110
 DA0110.Superseded values are not recommended for survey control.
 DA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0110.See file dsdata.txt to determine how the superseded data were derived.
 DA0110
 DA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB796348(NAD 83)
 DA0110_MARKER: DB = BENCH MARK DISK
 DA0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0110_STAMPING: N 83 1935
 DA0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0110+STABILITY: SURFACE MOTION
 DA0110
 DA0110  HISTORY     - Date     Condition        Report By
 DA0110  HISTORY     - 1935     MONUMENTED       CGS
 DA0110  HISTORY     - 1935     GOOD             NGS
 DA0110
 DA0110                          STATION DESCRIPTION
 DA0110
 DA0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA0110'25.9 MI E FROM GILA.
 DA0110'25.9 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 DA0110'PACIFIC CO. RAILROAD STATION AT GILA, MARICOPA COUNTY, 0.6 MILE EAST
 DA0110'OF THE BELLA LOMA SERVICE STATION, 250 YARDS WEST OF A SMALL SERVICE
 DA0110'STATION, 100 YARDS EAST OF A WASH WHICH CROSSES THE HIGHWAY, AND 67
 DA0110'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DA0110'N 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1251 ***********************************************************************
 CZ1251  DESIGNATION -  N 84
 CZ1251  PID         -  CZ1251
 CZ1251  STATE/COUNTY-  AZ/PINAL
 CZ1251  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1251
 CZ1251                         *CURRENT SURVEY CONTROL
 CZ1251  ___________________________________________________________________
 CZ1251* NAD 83(1986)-  32 37 04.     (N)    111 53 07.     (W)     SCALED    
 CZ1251* NAVD 88     -       464.90   (+/-2cm)    1525.3    (feet)  VERTCON   
 CZ1251  ___________________________________________________________________
 CZ1251  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1251
 CZ1251.The horizontal coordinates were scaled from a topographic map and have
 CZ1251.an estimated accuracy of +/- 6 seconds.
 CZ1251
 CZ1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1251.The vertical order pertains to the NGVD 29 superseded value.
 CZ1251
 CZ1251.The geoid height was determined by GEOID03.
 CZ1251
 CZ1251;                    North         East    Units  Estimated Accuracy
 CZ1251;SPC AZ C     -   179,370.      216,310.      MT  (+/- 180 meters Scaled)
 CZ1251
 CZ1251                          SUPERSEDED SURVEY CONTROL
 CZ1251
 CZ1251  NGVD 29 (??/??/92)  464.312  (m)         1523.33   (f) ADJ UNCH    2 0
 CZ1251
 CZ1251.Superseded values are not recommended for survey control.
 CZ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1251.See file dsdata.txt to determine how the superseded data were derived.
 CZ1251
 CZ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB169092(NAD 83)
 CZ1251_MARKER: DB = BENCH MARK DISK
 CZ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1251_STAMPING: N 84 1935
 CZ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1251+STABILITY: SURFACE MOTION
 CZ1251
 CZ1251  HISTORY     - Date     Condition        Report By
 CZ1251  HISTORY     - 1935     MONUMENTED       CGS
 CZ1251  HISTORY     - 1952     GOOD             NGS
 CZ1251
 CZ1251                          STATION DESCRIPTION
 CZ1251
 CZ1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1251'1.1 MI NE FROM JACKRABBIT.
 CZ1251'1.1 MILES NORTHEAST ALONG THE OLD ABANDONED CASA GRANDE ROAD FROM THE
 CZ1251'ABANDONED JACKRABBIT MINE AT JACKRABBIT, 0.2 MILE SOUTH OF A POINT
 CZ1251'WHERE THE ROAD REJOINS THE NEW ROAD, AT A POINT WHERE THE ROAD PASSES
 CZ1251'OVER THE WEST SLOPE OF A HILL, 37 FEET WEST OF AND ABOUT 2 FEET LOWER
 CZ1251'THAN THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A WITNESS POST,
 CZ1251'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 FEET ABOVE
 CZ1251'THE GROUND, ABOUT 2 FEET LOWER THAN THE ROAD.  (NOTE-- THIS MARK WAS
 CZ1251'APPARENTLY HIT BY SOME HIGHWAY EQUIPMENT AS THE POST IS CHIPPED OFF ON
 CZ1251'BOTH SIDES OF THE DISK).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0022 ***********************************************************************
 DA0022  DESIGNATION -  N 85
 DA0022  PID         -  DA0022
 DA0022  STATE/COUNTY-  AZ/PINAL
 DA0022  USGS QUAD   -  KOHATK (1981)
 DA0022
 DA0022                         *CURRENT SURVEY CONTROL
 DA0022  ___________________________________________________________________
 DA0022* NAD 83(1986)-  32 34 40.     (N)    112 00 03.     (W)     SCALED    
 DA0022* NAVD 88     -       496.86   (+/-2cm)    1630.1    (feet)  VERTCON   
 DA0022  ___________________________________________________________________
 DA0022  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0022
 DA0022.The horizontal coordinates were scaled from a topographic map and have
 DA0022.an estimated accuracy of +/- 6 seconds.
 DA0022
 DA0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0022.The vertical order pertains to the NGVD 29 superseded value.
 DA0022
 DA0022.The geoid height was determined by GEOID03.
 DA0022
 DA0022;                    North         East    Units  Estimated Accuracy
 DA0022;SPC AZ C     -   174,940.      205,460.      MT  (+/- 180 meters Scaled)
 DA0022
 DA0022                          SUPERSEDED SURVEY CONTROL
 DA0022
 DA0022  NGVD 29 (??/??/92)  496.240  (m)         1628.08   (f) ADJ UNCH    2 0
 DA0022
 DA0022.Superseded values are not recommended for survey control.
 DA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0022.See file dsdata.txt to determine how the superseded data were derived.
 DA0022
 DA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB060049(NAD 83)
 DA0022_MARKER: DB = BENCH MARK DISK
 DA0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0022_STAMPING: N 85 1935
 DA0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0022+STABILITY: SURFACE MOTION
 DA0022
 DA0022  HISTORY     - Date     Condition        Report By
 DA0022  HISTORY     - 1935     MONUMENTED       CGS
 DA0022  HISTORY     - 1952     GOOD             NGS
 DA0022  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0022  HISTORY     - 1977     MARK NOT FOUND   USGS
 DA0022
 DA0022                          STATION DESCRIPTION
 DA0022
 DA0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0022'IN QUAJOTE.
 DA0022'AT QUAJOTE (KOHATK), PINAL COUNTY, AT THE NORTHEAST CORNER OF THE
 DA0022'VILLAGE, 0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE WINDMILL, ON
 DA0022'THE INSIDE OF A ROAD CURVE, 24 FEET NORTH OF THE CENTERLINE OF THE
 DA0022'ROAD, 15-1/2 FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF THE FENCE,
 DA0022'1.2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND 1-1/2 FEET HIGHER
 DA0022'THAN THE ROAD.  A STANDARD DISK, STAMPED N 85 1935 AND SET IN THE TOP
 DA0022'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DA0022
 DA0022                          STATION RECOVERY (1963)
 DA0022
 DA0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0022'MARK NOT FOUND.
 DA0022
 DA0022                          STATION RECOVERY (1977)
 DA0022
 DA0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0052 ***********************************************************************
 DA0052  DESIGNATION -  N 86
 DA0052  PID         -  DA0052
 DA0052  STATE/COUNTY-  AZ/MARICOPA
 DA0052  USGS QUAD   -  JOHNSON WELL (1986)
 DA0052
 DA0052                         *CURRENT SURVEY CONTROL
 DA0052  ___________________________________________________________________
 DA0052* NAD 83(1986)-  32 41 36.     (N)    112 16 19.     (W)     SCALED    
 DA0052* NAVD 88     -       649.69   (+/-2cm)    2131.5    (feet)  VERTCON   
 DA0052  ___________________________________________________________________
 DA0052  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA0052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0052
 DA0052.The horizontal coordinates were scaled from a topographic map and have
 DA0052.an estimated accuracy of +/- 6 seconds.
 DA0052
 DA0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0052.The vertical order pertains to the NGVD 29 superseded value.
 DA0052
 DA0052.The geoid height was determined by GEOID03.
 DA0052
 DA0052;                    North         East    Units  Estimated Accuracy
 DA0052;SPC AZ C     -   187,800.      180,050.      MT  (+/- 180 meters Scaled)
 DA0052
 DA0052                          SUPERSEDED SURVEY CONTROL
 DA0052
 DA0052  NGVD 29 (??/??/92)  649.018  (m)         2129.32   (f) ADJ UNCH    2 0
 DA0052
 DA0052.Superseded values are not recommended for survey control.
 DA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0052.See file dsdata.txt to determine how the superseded data were derived.
 DA0052
 DA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB807180(NAD 83)
 DA0052_MARKER: DB = BENCH MARK DISK
 DA0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0052_STAMPING: N 86 1935
 DA0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0052+STABILITY: SURFACE MOTION
 DA0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0052+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0052
 DA0052  HISTORY     - Date     Condition        Report By
 DA0052  HISTORY     - 1935     MONUMENTED       CGS
 DA0052  HISTORY     - 1952     GOOD             NGS
 DA0052  HISTORY     - 20090206 GOOD             GEOCAC
 DA0052
 DA0052                          STATION DESCRIPTION
 DA0052
 DA0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0052'5.7 MI SE FROM STOUTS WELL.
 DA0052'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 4.3
 DA0052'MILES SOUTHEAST ALONG A TRACK ROAD, 1.2 MILES SOUTHEAST OF VEKOL WASH,
 DA0052'ON A LARGE BARREN FLAT AT THE SUMMIT OF A GRADE, 24 1/2 FEET NORTH OF
 DA0052'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS POST, AND SET
 DA0052'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND,
 DA0052'AND ABOUT LEVEL WITH THE ROAD.
 DA0052
 DA0052                          STATION RECOVERY (2009)
 DA0052
 DA0052'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0052'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0052'32 41 36.7 (N)   112 16 18.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0700 ***********************************************************************
 DV0700  DESIGNATION -  N 87
 DV0700  PID         -  DV0700
 DV0700  STATE/COUNTY-  AZ/PINAL
 DV0700  USGS QUAD   -  MARICOPA (1978)
 DV0700
 DV0700                         *CURRENT SURVEY CONTROL
 DV0700  ___________________________________________________________________
 DV0700* NAD 83(1986)-  33 02 36.     (N)    112 04 00.     (W)     SCALED    
 DV0700* NAVD 88     -       359.74   (+/-2cm)    1180.2    (feet)  VERTCON   
 DV0700  ___________________________________________________________________
 DV0700  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DV0700  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0700
 DV0700.The horizontal coordinates were scaled from a topographic map and have
 DV0700.an estimated accuracy of +/- 6 seconds.
 DV0700
 DV0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0700.The vertical order pertains to the NGVD 29 superseded value.
 DV0700
 DV0700.The geoid height was determined by GEOID03.
 DV0700
 DV0700;                    North         East    Units  Estimated Accuracy
 DV0700;SPC AZ C     -   226,570.      199,350.      MT  (+/- 180 meters Scaled)
 DV0700
 DV0700                          SUPERSEDED SURVEY CONTROL
 DV0700
 DV0700  NGVD 29 (??/??/92)  359.209  (m)         1178.50   (f) ADJ UNCH    1 2
 DV0700
 DV0700.Superseded values are not recommended for survey control.
 DV0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0700.See file dsdata.txt to determine how the superseded data were derived.
 DV0700
 DV0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB004565(NAD 83)
 DV0700_MARKER: DB = BENCH MARK DISK
 DV0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0700_STAMPING: N 87 1935
 DV0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0700+STABILITY: SURFACE MOTION
 DV0700
 DV0700  HISTORY     - Date     Condition        Report By
 DV0700  HISTORY     - 1935     MONUMENTED       CGS
 DV0700  HISTORY     - 1948     GOOD             NGS
 DV0700  HISTORY     - 1949     GOOD             NGS
 DV0700  HISTORY     - 20070912 MARK NOT FOUND   GEOCAC
 DV0700
 DV0700                          STATION DESCRIPTION
 DV0700
 DV0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0700'2.2 MI SW FROM MARICOPA.
 DV0700'1.1 MILES WEST ALONG ROAD SOUTH OF THE RAILROAD FROM THE POST OFFICE
 DV0700'AT MARICOPA, THENCE 1.1 MILES SOUTH ALONG A TRACK ROAD, 0.2 MILE
 DV0700'SOUTHEAST OF A WINDMILL AND WATER TANK, 0.2 MILE NORTH OF A CATTLE
 DV0700'GUARD IN A FENCE, 116 FEET WEST OF A WIRE FENCE, 26.1 FEET EAST OF A
 DV0700'DIRT ROAD, 1.5 FEET ABOVE THE LEVEL OF THE ROAD AND 2.8 FEET NORTHEAST
 DV0700'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0700'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0700
 DV0700                          STATION RECOVERY (1949)
 DV0700
 DV0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0700'RECOVERED IN GOOD CONDITION.
 DV0700
 DV0700                          STATION RECOVERY (2007)
 DV0700
 DV0700'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0700'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0700'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1294 ***********************************************************************
 CZ1294  DESIGNATION -  N 88
 CZ1294  PID         -  CZ1294
 CZ1294  STATE/COUNTY-  AZ/PINAL
 CZ1294  USGS QUAD   -  ELOY NORTH (1992)
 CZ1294
 CZ1294                         *CURRENT SURVEY CONTROL
 CZ1294  ___________________________________________________________________
 CZ1294* NAD 83(1986)-  32 47 21.     (N)    111 37 10.     (W)     SCALED    
 CZ1294* NAVD 88     -       460.979  (meters)    1512.40   (feet)  ADJUSTED  
 CZ1294  ___________________________________________________________________
 CZ1294  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1294  DYNAMIC HT  -         460.406 (meters)    1510.52  (feet)  COMP
 CZ1294  MODELED GRAV-     979,380.3   (mgal)                       NAVD 88
 CZ1294
 CZ1294  VERT ORDER  -  FIRST     CLASS II
 CZ1294
 CZ1294.The horizontal coordinates were scaled from a topographic map and have
 CZ1294.an estimated accuracy of +/- 6 seconds.
 CZ1294
 CZ1294.The orthometric height was determined by differential leveling
 CZ1294.and adjusted in November 1993.
 CZ1294
 CZ1294.The geoid height was determined by GEOID03.
 CZ1294
 CZ1294.The dynamic height is computed by dividing the NAVD 88
 CZ1294.geopotential number by the normal gravity value computed on the
 CZ1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1294.degrees latitude (g = 980.6199 gals.).
 CZ1294
 CZ1294.The modeled gravity was interpolated from observed gravity values.
 CZ1294
 CZ1294;                    North         East    Units  Estimated Accuracy
 CZ1294;SPC AZ C     -   198,410.      241,200.      MT  (+/- 180 meters Scaled)
 CZ1294
 CZ1294                          SUPERSEDED SURVEY CONTROL
 CZ1294
 CZ1294  NGVD 29 (??/??/92)  460.677  (m)         1511.40   (f) ADJ UNCH    1 2
 CZ1294
 CZ1294.Superseded values are not recommended for survey control.
 CZ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1294.See file dsdata.txt to determine how the superseded data were derived.
 CZ1294
 CZ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419280(NAD 83)
 CZ1294_MARKER: DB = BENCH MARK DISK
 CZ1294_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ1294+WITH SETTING: PAVEMENT
 CZ1294_SP_SET: FOOTING
 CZ1294_STAMPING: N 88 1935
 CZ1294_MARK LOGO: CGS   
 CZ1294_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1294+STABILITY: SURFACE MOTION
 CZ1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1294+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1991
 CZ1294
 CZ1294  HISTORY     - Date     Condition        Report By
 CZ1294  HISTORY     - 1935     MONUMENTED       CGS
 CZ1294  HISTORY     - 1960     GOOD             NGS
 CZ1294  HISTORY     - 19911213 GOOD             NGS
 CZ1294
 CZ1294                          STATION DESCRIPTION
 CZ1294
 CZ1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ1294'IN TOLTEC.
 CZ1294'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1294'CO. RAILROAD STATION AT TOLTEC, PINAL COUNTY, THENCE 0.2 MILE SOUTH
 CZ1294'ALONG THE TOLTEC HIGHWAY, AT THE OLD TOLTEC GRADE SCHOOL, 26 FEET WEST
 CZ1294'OF THE WEST ENTRANCE TO THE BUILDING, IN THE TOP OF THE WEST EDGE OF A
 CZ1294'CONCRETE BASE FOR A FLAGPOLE WHICH IS GONE, 0.7 FOOT EAST OF THE EDGE
 CZ1294'AND 1.2 FEET ABOVE THE SIDEWALK.
 CZ1294
 CZ1294                          STATION RECOVERY (1991)
 CZ1294
 CZ1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1294'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1294'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1294'THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG TOLTEC ROAD, THENCE 0.1 KM
 CZ1294'(0.05 MI) WESTERLY ALONG MARSH STREET, NEAR THE WEST SIDE OF THE
 CZ1294'CONCRETE FOOTING FOR A FLAG POLE AT THE TOLTEC ELEMENTARY SCHOOL
 CZ1294'(ABANDONED), 42.0 M (137.8 FT) SOUTH OF THE STREET CENTER, 8.0 M
 CZ1294'(26.2 FT) WEST OF THE WEST FACE OF THE SCHOOL, AND 0.4 M (1.3 FT)
 CZ1294'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0871 ***********************************************************************
 CZ0871  DESIGNATION -  N 89
 CZ0871  PID         -  CZ0871
 CZ0871  STATE/COUNTY-  AZ/PIMA
 CZ0871  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0871
 CZ0871                         *CURRENT SURVEY CONTROL
 CZ0871  ___________________________________________________________________
 CZ0871* NAD 83(1986)-  32 27 06.     (N)    111 53 26.     (W)     SCALED    
 CZ0871* NAVD 88     -       530.02   (+/-2cm)    1738.9    (feet)  VERTCON   
 CZ0871  ___________________________________________________________________
 CZ0871  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 CZ0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0871
 CZ0871.The horizontal coordinates were scaled from a topographic map and have
 CZ0871.an estimated accuracy of +/- 6 seconds.
 CZ0871
 CZ0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0871.The vertical order pertains to the NGVD 29 superseded value.
 CZ0871
 CZ0871.The geoid height was determined by GEOID03.
 CZ0871
 CZ0871;                    North         East    Units  Estimated Accuracy
 CZ0871;SPC AZ C     -   160,950.      215,820.      MT  (+/- 180 meters Scaled)
 CZ0871
 CZ0871                          SUPERSEDED SURVEY CONTROL
 CZ0871
 CZ0871  NGVD 29 (??/??/92)  529.427  (m)         1736.96   (f) ADJ UNCH    2 0
 CZ0871
 CZ0871.Superseded values are not recommended for survey control.
 CZ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0871.See file dsdata.txt to determine how the superseded data were derived.
 CZ0871
 CZ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA162908(NAD 83)
 CZ0871_MARKER: DB = BENCH MARK DISK
 CZ0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0871_STAMPING: N 89 1935
 CZ0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0871+STABILITY: SURFACE MOTION
 CZ0871
 CZ0871  HISTORY     - Date     Condition        Report By
 CZ0871  HISTORY     - 1935     MONUMENTED       CGS
 CZ0871  HISTORY     - 1952     GOOD             NGS
 CZ0871
 CZ0871                          STATION DESCRIPTION
 CZ0871
 CZ0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0871'5.9 MI SE FROM KOMELIH.
 CZ0871'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0871'THENCE 0.35 MILE EAST ALONG A DIM TRACK ROAD, ABOUT 175 YARDS
 CZ0871'NORTHWEST OF THE SOUTHWEST END OF A LOW ROCK COVERED HILL, 95 1/2 FEET
 CZ0871'NORTHWEST OF A PALO VERDE TREE, 35 FEET SOUTHWEST OF THE CROSSING OF A
 CZ0871'SMALL WASH, 15 FEET SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 CZ0871'THE ROAD, 2.1 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ0871'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0711 ***********************************************************************
 DA0711  DESIGNATION -  N 9
 DA0711  PID         -  DA0711
 DA0711  STATE/COUNTY-  AZ/YUMA
 DA0711  USGS QUAD   -  AZTEC NW (1982)
 DA0711
 DA0711                         *CURRENT SURVEY CONTROL
 DA0711  ___________________________________________________________________
 DA0711* NAD 83(1986)-  32 57 39.     (N)    113 28 07.     (W)     SCALED    
 DA0711* NAVD 88     -       149.15   (+/-2cm)     489.3    (feet)  VERTCON   
 DA0711  ___________________________________________________________________
 DA0711  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DA0711  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0711
 DA0711.The horizontal coordinates were scaled from a topographic map and have
 DA0711.an estimated accuracy of +/- 6 seconds.
 DA0711
 DA0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0711.The vertical order pertains to the NGVD 29 superseded value.
 DA0711
 DA0711.The geoid height was determined by GEOID03.
 DA0711
 DA0711;                    North         East    Units  Estimated Accuracy
 DA0711;SPC AZ W     -   217,450.      239,670.      MT  (+/- 180 meters Scaled)
 DA0711
 DA0711                          SUPERSEDED SURVEY CONTROL
 DA0711
 DA0711  NGVD 29 (??/??/92)  148.567  (m)          487.42   (f) ADJ UNCH    1 2
 DA0711
 DA0711.Superseded values are not recommended for survey control.
 DA0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0711.See file dsdata.txt to determine how the superseded data were derived.
 DA0711
 DA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB692496(NAD 83)
 DA0711_MARKER: DB = BENCH MARK DISK
 DA0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0711_STAMPING: 487.424 N 9 1927
 DA0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0711+STABILITY: SURFACE MOTION
 DA0711
 DA0711  HISTORY     - Date     Condition        Report By
 DA0711  HISTORY     - 1927     MONUMENTED       CGS
 DA0711  HISTORY     - 1935     GOOD             NGS
 DA0711
 DA0711                          STATION DESCRIPTION
 DA0711
 DA0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA0711'7.7 MI SW FROM HYDER.
 DA0711'7.7 MILES SOUTHWEST ALONG THE WELLTON-HASSAYAMPA-PHOENIX BRANCH OF THE
 DA0711'SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 2.0 MILES
 DA0711'NORTHEAST OF THE SIDING AT HORN, 10 POLES SOUTHWEST OF MILEPOST 815, 6
 DA0711'POLES NORTHEAST OF BRIDGE 814.43, 100 FEET SOUTHEAST OF THE CENTERLINE
 DA0711'OF THE TRACK, JUST INSIDE THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER
 DA0711'THAN THE TRACK.  A STANDARD DISK, STAMPED 487.424 N 9 1927 AND SET IN
 DA0711'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0190 ***********************************************************************
 DA0190  DESIGNATION -  N 90
 DA0190  PID         -  DA0190
 DA0190  STATE/COUNTY-  AZ/MARICOPA
 DA0190  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0190
 DA0190                         *CURRENT SURVEY CONTROL
 DA0190  ___________________________________________________________________
 DA0190* NAD 83(1986)-  32 33 47.     (N)    112 12 45.     (W)     SCALED    
 DA0190* NAVD 88     -       629.81   (+/-2cm)    2066.3    (feet)  VERTCON   
 DA0190  ___________________________________________________________________
 DA0190  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DA0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0190
 DA0190.The horizontal coordinates were scaled from a topographic map and have
 DA0190.an estimated accuracy of +/- 6 seconds.
 DA0190
 DA0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0190.The vertical order pertains to the NGVD 29 superseded value.
 DA0190
 DA0190.The geoid height was determined by GEOID03.
 DA0190
 DA0190;                    North         East    Units  Estimated Accuracy
 DA0190;SPC AZ C     -   173,340.      185,580.      MT  (+/- 180 meters Scaled)
 DA0190
 DA0190                          SUPERSEDED SURVEY CONTROL
 DA0190
 DA0190  NGVD 29 (??/??/92)  629.140  (m)         2064.10   (f) ADJ UNCH    2 0
 DA0190
 DA0190.Superseded values are not recommended for survey control.
 DA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0190.See file dsdata.txt to determine how the superseded data were derived.
 DA0190
 DA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB861034(NAD 83)
 DA0190_MARKER: DB = BENCH MARK DISK
 DA0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0190_STAMPING: N 90 1935
 DA0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0190+STABILITY: SURFACE MOTION
 DA0190
 DA0190  HISTORY     - Date     Condition        Report By
 DA0190  HISTORY     - 1935     MONUMENTED       CGS
 DA0190  HISTORY     - 1952     GOOD             NGS
 DA0190
 DA0190                          STATION DESCRIPTION
 DA0190
 DA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0190'7.2 MI NE FROM VENTANA.
 DA0190'7.2 MILES NORTH AND NORTHEAST ALONG A TRACK ROAD FROM THE WATER TANK
 DA0190'AT VENTANA, AT A SMALL INDIAN VILLAGE, 92.1 FEET NORTHWEST OF THE
 DA0190'NORTHWEST CORNER OF THE CHURCH BUILDING, 9 FEET SOUTH OF THE CENTER
 DA0190'LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.1 FEET EAST OF A WITNESS
 DA0190'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DA0190'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0182 ***********************************************************************
 DA0182  DESIGNATION -  N 91
 DA0182  PID         -  DA0182
 DA0182  STATE/COUNTY-  AZ/PIMA
 DA0182  USGS QUAD   -  KOHATK (1981)
 DA0182
 DA0182                         *CURRENT SURVEY CONTROL
 DA0182  ___________________________________________________________________
 DA0182* NAD 83(1986)-  32 30 18.     (N)    112 06 33.     (W)     SCALED    
 DA0182* NAVD 88     -       588.18   (+/-2cm)    1929.7    (feet)  VERTCON   
 DA0182  ___________________________________________________________________
 DA0182  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0182
 DA0182.The horizontal coordinates were scaled from a topographic map and have
 DA0182.an estimated accuracy of +/- 6 seconds.
 DA0182
 DA0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0182.The vertical order pertains to the NGVD 29 superseded value.
 DA0182
 DA0182.The geoid height was determined by GEOID03.
 DA0182
 DA0182;                    North         East    Units  Estimated Accuracy
 DA0182;SPC AZ C     -   166,880.      195,270.      MT  (+/- 180 meters Scaled)
 DA0182
 DA0182                          SUPERSEDED SURVEY CONTROL
 DA0182
 DA0182  NGVD 29 (??/??/92)  587.530  (m)         1927.59   (f) ADJ UNCH    2 0
 DA0182
 DA0182.Superseded values are not recommended for survey control.
 DA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0182.See file dsdata.txt to determine how the superseded data were derived.
 DA0182
 DA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA958969(NAD 83)
 DA0182_MARKER: DB = BENCH MARK DISK
 DA0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0182_STAMPING: N 91 1935
 DA0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0182+STABILITY: SURFACE MOTION
 DA0182
 DA0182  HISTORY     - Date     Condition        Report By
 DA0182  HISTORY     - 1935     MONUMENTED       CGS
 DA0182  HISTORY     - 1952     GOOD             NGS
 DA0182
 DA0182                          STATION DESCRIPTION
 DA0182
 DA0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0182'9.1 MI SW FROM QUAJOTE.
 DA0182'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD, FROM THE WELL AT THE INDIAN
 DA0182'VILLAGE QUAJOTE, THENCE 6.5 MILES SOUTHWEST ALONG A GRADED ROAD, 0.2
 DA0182'MILE WEST OF THE Y JUNCTION OF A DIM ROAD LEADING SOUTHEAST, 75 YARDS
 DA0182'SOUTHEAST AT A POINT WHERE THE ROAD CROSSES A DEEP WASH, ON A ROCKY
 DA0182'CLEARING, ON A DOWNGRADE GOING EAST, 28 FEET SOUTH OF THE CENTER LINE
 DA0182'OF THE ROAD, 1.7 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP
 DA0182'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT
 DA0182'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0692 ***********************************************************************
 DA0692  DESIGNATION -  N 92
 DA0692  PID         -  DA0692
 DA0692  STATE/COUNTY-  AZ/MARICOPA
 DA0692  USGS QUAD   -  BOSQUE (1973)
 DA0692
 DA0692                         *CURRENT SURVEY CONTROL
 DA0692  ___________________________________________________________________
 DA0692* NAD 83(1986)-  32 54 58.     (N)    112 32 23.     (W)     SCALED    
 DA0692* NAVD 88     -       375.30   (+/-2cm)    1231.3    (feet)  VERTCON   
 DA0692  ___________________________________________________________________
 DA0692  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DA0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0692
 DA0692.The horizontal coordinates were scaled from a topographic map and have
 DA0692.an estimated accuracy of +/- 6 seconds.
 DA0692
 DA0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0692.The vertical order pertains to the NGVD 29 superseded value.
 DA0692
 DA0692.The geoid height was determined by GEOID03.
 DA0692
 DA0692;                    North         East    Units  Estimated Accuracy
 DA0692;SPC AZ C     -   212,620.      155,080.      MT  (+/- 180 meters Scaled)
 DA0692
 DA0692                          SUPERSEDED SURVEY CONTROL
 DA0692
 DA0692  NGVD 29 (??/??/92)  374.663  (m)         1229.21   (f) ADJ UNCH    2 0
 DA0692
 DA0692.Superseded values are not recommended for survey control.
 DA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0692.See file dsdata.txt to determine how the superseded data were derived.
 DA0692
 DA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB560430(NAD 83)
 DA0692_MARKER: DB = BENCH MARK DISK
 DA0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0692_STAMPING: N 92 1935
 DA0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0692+STABILITY: SURFACE MOTION
 DA0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0692+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0692
 DA0692  HISTORY     - Date     Condition        Report By
 DA0692  HISTORY     - 1935     MONUMENTED       CGS
 DA0692  HISTORY     - 1973     GOOD             USGS
 DA0692  HISTORY     - 20080418 GOOD             GEOCAC
 DA0692
 DA0692                          STATION DESCRIPTION
 DA0692
 DA0692'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DA0692'11.7 MI SE FROM GILA BEND.
 DA0692'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U. S.
 DA0692'HIGHWAY 80, THENCE EAST 8.0 MILES ALONG INTERSTATE 8 TO GATE AND
 DA0692'GRAVEL ROAD NORTH OF THE WEST BOUND LANE, THENCE 1.15 MILE NORTHWEST
 DA0692'ALONG DIRT ROAD, 35 FEET SOUTHWEST OF CENTER LINE OF ROAD AND 0.7
 DA0692'HIGHER THAN ROAD SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 DA0692'ABOVE THE GROUND.
 DA0692
 DA0692                          STATION RECOVERY (2008)
 DA0692
 DA0692'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0692'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0692'THE DESCRIPTION - THE MARK IS 2.0 FEET NORTHEAST OF A WOODEN 4X4
 DA0692'WITNESS POST WITH NO SIGN. HANDHELD COORDINATES
 DA0692'32 54 58.7 (N)   112 32 23.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0947 ***********************************************************************
 CZ0947  DESIGNATION -  N 93
 CZ0947  PID         -  CZ0947
 CZ0947  STATE/COUNTY-  AZ/PIMA
 CZ0947  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0947
 CZ0947                         *CURRENT SURVEY CONTROL
 CZ0947  ___________________________________________________________________
 CZ0947* NAD 83(1986)-  32 24 22.     (N)    111 33 04.     (W)     SCALED    
 CZ0947* NAVD 88     -       768.00   (+/-2cm)    2519.7    (feet)  VERTCON   
 CZ0947  ___________________________________________________________________
 CZ0947  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0947
 CZ0947.The horizontal coordinates were scaled from a topographic map and have
 CZ0947.an estimated accuracy of +/- 6 seconds.
 CZ0947
 CZ0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0947.The vertical order pertains to the NGVD 29 superseded value.
 CZ0947
 CZ0947.The geoid height was determined by GEOID03.
 CZ0947
 CZ0947;                    North         East    Units  Estimated Accuracy
 CZ0947;SPC AZ C     -   155,960.      247,750.      MT  (+/- 180 meters Scaled)
 CZ0947
 CZ0947                          SUPERSEDED SURVEY CONTROL
 CZ0947
 CZ0947  NGVD 29 (??/??/92)  767.411  (m)         2517.75   (f) ADJ UNCH    2 0
 CZ0947
 CZ0947.Superseded values are not recommended for survey control.
 CZ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0947.See file dsdata.txt to determine how the superseded data were derived.
 CZ0947
 CZ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA481855(NAD 83)
 CZ0947_MARKER: DB = BENCH MARK DISK
 CZ0947_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0947_SP_SET: OUTCROP
 CZ0947_STAMPING: N 93 1935
 CZ0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0947+STABILITY: POSITION/ELEVATION WELL
 CZ0947
 CZ0947  HISTORY     - Date     Condition        Report By
 CZ0947  HISTORY     - 1935     MONUMENTED       CGS
 CZ0947  HISTORY     - 1952     GOOD             NGS
 CZ0947
 CZ0947                          STATION DESCRIPTION
 CZ0947
 CZ0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0947'2.7 MI S FROM SILVER BELL.
 CZ0947'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0947'THENCE 2.6 MILES SOUTH ALONG A TRACK ROAD ON THE SOUTHWEST SLOPE OF A
 CZ0947'ROCK COVERED HILL, AT A POINT WHERE A ROCKY WASH CROSSES A CURVE IN
 CZ0947'THE ROAD, IN THE TOP OF AN OUTCROP PROJECTION 1 FOOT ABOVE THE GROUND,
 CZ0947'55 FEET NORTH OF THE APPROXIMATE CENTER OF A WASH AT THE CROSSING, 27
 CZ0947'FEET NORTHEAST OF AND ABOUT 8 FEET HIGHER THAN THE CENTER LINE OF THE
 CZ0947'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0617 ***********************************************************************
 FR0617  DESIGNATION -  N 95
 FR0617  PID         -  FR0617
 FR0617  STATE/COUNTY-  AZ/MOHAVE
 FR0617  USGS QUAD   -  HORSE FLAT (1968)
 FR0617
 FR0617                         *CURRENT SURVEY CONTROL
 FR0617  ___________________________________________________________________
 FR0617* NAD 83(1986)-  35 46 09.     (N)    113 49 55.     (W)     SCALED    
 FR0617* NAVD 88     -      1539.747  (meters)    5051.65   (feet)  POSTED    
 FR0617  ___________________________________________________________________
 FR0617  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FR0617  DYNAMIC HT  -        1537.880 (meters)    5045.53  (feet)  COMP
 FR0617  MODELED GRAV-     979,367.6   (mgal)                       NAVD 88
 FR0617
 FR0617  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0617
 FR0617.The horizontal coordinates were scaled from a topographic map and have
 FR0617.an estimated accuracy of +/- 6 seconds.
 FR0617
 FR0617.The orthometric height was determined by differential leveling
 FR0617.and adjusted by the  in 1992.
 FR0617.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0617.rate of 0.0 thru 1.0 mm/km.
 FR0617
 FR0617.The geoid height was determined by GEOID03.
 FR0617
 FR0617.The dynamic height is computed by dividing the NAVD 88
 FR0617.geopotential number by the normal gravity value computed on the
 FR0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0617.degrees latitude (g = 980.6199 gals.).
 FR0617
 FR0617.The modeled gravity was interpolated from observed gravity values.
 FR0617
 FR0617;                    North         East    Units  Estimated Accuracy
 FR0617;SPC AZ W     -   528,920.      205,950.      MT  (+/- 180 meters Scaled)
 FR0617
 FR0617                          SUPERSEDED SURVEY CONTROL
 FR0617
 FR0617  NGVD 29 (??/??/92) 1538.898  (m)         5048.87   (f) ADJ UNCH    2 0
 FR0617
 FR0617.Superseded values are not recommended for survey control.
 FR0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0617.See file dsdata.txt to determine how the superseded data were derived.
 FR0617
 FR0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE439620(NAD 83)
 FR0617_MARKER: DB = BENCH MARK DISK
 FR0617_SETTING: 66 = SET IN ROCK OUTCROP
 FR0617_SP_SET: LIMESTONE OUTCROP
 FR0617_STAMPING: N 95 1935
 FR0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0617+STABILITY: POSITION/ELEVATION WELL
 FR0617
 FR0617  HISTORY     - Date     Condition        Report By
 FR0617  HISTORY     - 1935     MONUMENTED       CGS
 FR0617  HISTORY     - 1968     GOOD             USGS
 FR0617
 FR0617                          STATION DESCRIPTION
 FR0617
 FR0617'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0617'40.1 MI NW FROM PEACH SPRINGS.
 FR0617'40.1 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, 0.7 MILES
 FR0617'SOUTHWEST ALONG A ROAD LEADING TO CLAY SPRINGS, 245 FEET NORTH OF THE
 FR0617'ROAD, 18 FEET WEST OF THE CENTERLINE OF A DIM SCAR, 7 FEET NORTH OF A
 FR0617'DEAD JUNIPER TREE, AND IN THE TOP OF THE EAST EDGE OF A WHITE
 FR0617'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0386 ***********************************************************************
 FR0386  DESIGNATION -  N 96
 FR0386  PID         -  FR0386
 FR0386  STATE/COUNTY-  AZ/MOHAVE
 FR0386  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0386
 FR0386                         *CURRENT SURVEY CONTROL
 FR0386  ___________________________________________________________________
 FR0386* NAD 83(1986)-  35 31 19.     (N)    113 26 58.     (W)     SCALED    
 FR0386* NAVD 88     -      1448.830  (meters)    4753.37   (feet)  POSTED    
 FR0386  ___________________________________________________________________
 FR0386  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0386  DYNAMIC HT  -        1447.010 (meters)    4747.40  (feet)  COMP
 FR0386  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 FR0386
 FR0386  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0386
 FR0386.The horizontal coordinates were scaled from a topographic map and have
 FR0386.an estimated accuracy of +/- 6 seconds.
 FR0386
 FR0386.The orthometric height was determined by differential leveling
 FR0386.and adjusted by the  in 1992.
 FR0386.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0386.rate of 1.1 thru 2.0 mm/km.
 FR0386
 FR0386.The geoid height was determined by GEOID03.
 FR0386
 FR0386.The dynamic height is computed by dividing the NAVD 88
 FR0386.geopotential number by the normal gravity value computed on the
 FR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0386.degrees latitude (g = 980.6199 gals.).
 FR0386
 FR0386.The modeled gravity was interpolated from observed gravity values.
 FR0386
 FR0386;                    North         East    Units  Estimated Accuracy
 FR0386;SPC AZ W     -   501,530.      240,620.      MT  (+/- 180 meters Scaled)
 FR0386
 FR0386                          SUPERSEDED SURVEY CONTROL
 FR0386
 FR0386  NGVD 29 (??/??/92) 1447.888  (m)         4750.28   (f) ADJ UNCH    2 0
 FR0386
 FR0386.Superseded values are not recommended for survey control.
 FR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0386.See file dsdata.txt to determine how the superseded data were derived.
 FR0386
 FR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE778336(NAD 83)
 FR0386_MARKER: DB = BENCH MARK DISK
 FR0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0386_STAMPING: N 96 1935
 FR0386_MARK LOGO: CGS   
 FR0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0386+STABILITY: SURFACE MOTION
 FR0386
 FR0386  HISTORY     - Date     Condition        Report By
 FR0386  HISTORY     - 1935     MONUMENTED       CGS
 FR0386  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0386  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0386
 FR0386                          STATION DESCRIPTION
 FR0386
 FR0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0386'1.4 MI W FROM PEACH SPRINGS.
 FR0386'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM PEACH SPRINGS, MOHAVE
 FR0386'COUNTY, AT THE EAST END OF A LONG FILL, ABOUT 55 FEET WEST OF STATION
 FR0386'552+50, 47 FEET WEST OF THE GOODYEAR SIGN, AND 42 FEET SOUTH OF THE
 FR0386'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 96 1935 AND
 FR0386'SET IN THE TOP OF A CONCRETE POST.
 FR0386
 FR0386                          STATION RECOVERY (1967)
 FR0386
 FR0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0386'MARK NOT FOUND.
 FR0386
 FR0386                          STATION RECOVERY (1982)
 FR0386
 FR0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0386'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0395 ***********************************************************************
 FR0395  DESIGNATION -  N 97
 FR0395  PID         -  FR0395
 FR0395  STATE/COUNTY-  AZ/MOHAVE
 FR0395  USGS QUAD   -  PEACH SPRINGS CANYON (1967)
 FR0395
 FR0395                         *CURRENT SURVEY CONTROL
 FR0395  ___________________________________________________________________
 FR0395* NAD 83(1986)-  35 41 22.     (N)    113 24 18.     (W)     SCALED    
 FR0395* NAVD 88     -       819.749  (meters)    2689.46   (feet)  POSTED    
 FR0395  ___________________________________________________________________
 FR0395  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FR0395  DYNAMIC HT  -         818.710 (meters)    2686.05  (feet)  COMP
 FR0395  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 FR0395
 FR0395  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0395
 FR0395.The horizontal coordinates were scaled from a topographic map and have
 FR0395.an estimated accuracy of +/- 6 seconds.
 FR0395
 FR0395.The orthometric height was determined by differential leveling
 FR0395.and adjusted by the  in 1992.
 FR0395.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0395.was located on a no-check spur therefore a value was not computed.
 FR0395.No vertical observational check was made to the station.
 FR0395
 FR0395.The geoid height was determined by GEOID03.
 FR0395
 FR0395.The dynamic height is computed by dividing the NAVD 88
 FR0395.geopotential number by the normal gravity value computed on the
 FR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0395.degrees latitude (g = 980.6199 gals.).
 FR0395
 FR0395.The modeled gravity was interpolated from observed gravity values.
 FR0395
 FR0395;                    North         East    Units  Estimated Accuracy
 FR0395;SPC AZ W     -   520,130.      244,590.      MT  (+/- 180 meters Scaled)
 FR0395
 FR0395                          SUPERSEDED SURVEY CONTROL
 FR0395
 FR0395  NGVD 29 (??/??/92)  818.789  (m)         2686.31   (f) ADJ UNCH    2 0
 FR0395
 FR0395.Superseded values are not recommended for survey control.
 FR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0395.See file dsdata.txt to determine how the superseded data were derived.
 FR0395
 FR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE823521(NAD 83)
 FR0395_MARKER: DB = BENCH MARK DISK
 FR0395_SETTING: 66 = SET IN ROCK OUTCROP
 FR0395_SP_SET: ROCK OUTCROP
 FR0395_STAMPING: N 97 1935
 FR0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0395+STABILITY: POSITION/ELEVATION WELL
 FR0395
 FR0395  HISTORY     - Date     Condition        Report By
 FR0395  HISTORY     - 1935     MONUMENTED       CGS
 FR0395
 FR0395                          STATION DESCRIPTION
 FR0395
 FR0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0395'13.7 MI N FROM PEACH SPRINGS.
 FR0395'ABOUT 13.7 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0395'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, ABOUT 0.4 MILE NORTH OF
 FR0395'THE JUNCTION OF TWO WASHES, DIRECTLY EAST OF A HIGH PEAK, AT THE WEST
 FR0395'WALL OF A WASH, 25 FEET EAST OF THE CENTER LINE OF THE WASH, IN THE
 FR0395'TOP OF A REDDISH ROCK OUTCROP, AND ABOUT 4 FEET HIGHER THAN THE BED OF
 FR0395'THE WASH.  A STANDARD DISK, STAMPED N 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0170 ***********************************************************************
 FR0170  DESIGNATION -  N 98
 FR0170  PID         -  FR0170
 FR0170  STATE/COUNTY-  AZ/COCONINO
 FR0170  USGS QUAD   -  MAY TANK POCKET (1989)
 FR0170
 FR0170                         *CURRENT SURVEY CONTROL
 FR0170  ___________________________________________________________________
 FR0170* NAD 83(1986)-  35 01 02.     (N)    112 11 37.     (W)     SCALED    
 FR0170* NAVD 88     -      1825.95   (+/-2cm)    5990.6    (feet)  VERTCON   
 FR0170  ___________________________________________________________________
 FR0170  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 FR0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0170
 FR0170.The horizontal coordinates were scaled from a topographic map and have
 FR0170.an estimated accuracy of +/- 6 seconds.
 FR0170
 FR0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0170.The vertical order pertains to the NGVD 29 superseded value.
 FR0170
 FR0170.The geoid height was determined by GEOID03.
 FR0170
 FR0170;                    North         East    Units  Estimated Accuracy
 FR0170;SPC AZ C     -   445,520.      188,090.      MT  (+/- 180 meters Scaled)
 FR0170
 FR0170                          SUPERSEDED SURVEY CONTROL
 FR0170
 FR0170  NGVD 29 (??/??/92) 1825.077  (m)         5987.77   (f) ADJ UNCH    2 0
 FR0170
 FR0170.Superseded values are not recommended for survey control.
 FR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0170.See file dsdata.txt to determine how the superseded data were derived.
 FR0170
 FR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD911756(NAD 83)
 FR0170_MARKER: DB = BENCH MARK DISK
 FR0170_SETTING: 66 = SET IN ROCK OUTCROP
 FR0170_SP_SET: ROCK LEDGE
 FR0170_STAMPING: N 98 1935
 FR0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0170+STABILITY: POSITION/ELEVATION WELL
 FR0170
 FR0170  HISTORY     - Date     Condition        Report By
 FR0170  HISTORY     - 1935     MONUMENTED       CGS
 FR0170
 FR0170                          STATION DESCRIPTION
 FR0170
 FR0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0170'12.4 MI N FROM PERKINSVILLE.
 FR0170'IN COCONINO COUNTY, ABOUT 12.4 MILES NORTH ALONG THE WILLIAMS ROAD
 FR0170'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT
 FR0170'PERKINSVILLE, YAVAPAI COUNTY, ABOUT 42 FEET SOUTH OF THE CENTER LINE
 FR0170'OF THE ROAD, 6 FEET SOUTHEAST OF A SMALL JUNIPER TREE, AND IN THE TOP
 FR0170'OF A ROCK LEDGE. A STANDARD DISK, STAMPED N 98 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1060 ***********************************************************************
 ES1060  DESIGNATION -  NA 1
 ES1060  PID         -  ES1060
 ES1060  STATE/COUNTY-  AZ/NAVAJO
 ES1060  USGS QUAD   -  JOSEPH CITY (1986)
 ES1060
 ES1060                         *CURRENT SURVEY CONTROL
 ES1060  ___________________________________________________________________
 ES1060* NAD 83(1992)-  34 55 57.49836(N)    110 16 22.69020(W)     ADJUSTED  
 ES1060* NAVD 88     -      1558.1    (meters)    5112.     (feet)  VERTCON   
 ES1060  ___________________________________________________________________
 ES1060  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 ES1060  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES1060  HORZ ORDER  -  SECOND
 ES1060
 ES1060.The horizontal coordinates were established by classical geodetic methods
 ES1060.and adjusted by the National Geodetic Survey in August 1993.
 ES1060
 ES1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1060
 ES1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1060
 ES1060.The geoid height was determined by GEOID03.
 ES1060
 ES1060;                    North         East     Units Scale Factor Converg.
 ES1060;SPC AZ E     -   436,107.033   203,648.832   MT  0.99990116   -0 03 39.1
 ES1060;SPC AZ E     - 1,430,797.35    668,139.21   iFT  0.99990116   -0 03 39.1
 ES1060;UTM  12      - 3,865,814.192   566,397.678   MT  0.99965433   +0 24 58.8
 ES1060
 ES1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1060!SPC AZ E     -   0.99975930  x   0.99990116  =   0.99966048
 ES1060!UTM  12      -   0.99975930  x   0.99965433  =   0.99941371
 ES1060
 ES1060:                Primary Azimuth Mark                     Grid Az
 ES1060:SPC AZ E     -  NA 1 AZ MK                               137 59 26.3
 ES1060:UTM  12      -  NA 1 AZ MK                               137 30 48.4
 ES1060
 ES1060|---------------------------------------------------------------------|
 ES1060| PID    Reference Object                     Distance      Geod. Az  |
 ES1060|                                                           dddmmss.s |
 ES1060| CD2376 NA 1 AZ MK                                         1375547.2 |
 ES1060| CD2377 NA 1 RM 1                            10.537 METERS 21925     |
 ES1060| CD2378 NA 1 RM 2                             6.099 METERS 35120     |
 ES1060|---------------------------------------------------------------------|
 ES1060
 ES1060                          SUPERSEDED SURVEY CONTROL
 ES1060
 ES1060  NAD 83(1986)-  34 55 57.49184(N)    110 16 22.69337(W) AD(       ) 2
 ES1060  NAD 27      -  34 55 57.40170(N)    110 16 20.24780(W) AD(       ) 2
 ES1060  NGVD 29 (11/25/92) 1557.3    (m)         5109.     (f) VERT ANG    3  
 ES1060
 ES1060.Superseded values are not recommended for survey control.
 ES1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1060.See file dsdata.txt to determine how the superseded data were derived.
 ES1060
 ES1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6639865814(NAD 83)
 ES1060_MARKER: DR = REFERENCE MARK DISK
 ES1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1060_SP_SET: CONCRETE POST
 ES1060_STAMPING: NA 1 1959
 ES1060_MARK LOGO: CGS   
 ES1060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1060
 ES1060  HISTORY     - Date     Condition        Report By
 ES1060  HISTORY     - 1959     MONUMENTED       CGS
 ES1060  HISTORY     - 1959     GOOD             CGS
 ES1060  HISTORY     - 1973     GOOD             USE
 ES1060  HISTORY     - 1975     GOOD             DMA
 ES1060  HISTORY     - 1980     GOOD             NGS
 ES1060  HISTORY     - 19800221 GOOD             NGS
 ES1060
 ES1060                          STATION DESCRIPTION
 ES1060
 ES1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1060'THE STATION IS LOCATED ON THE SOUTH END OF A LOW RIDGE, ABOUT
 ES1060'7 MILES WEST OF HOLBROOK, 4 MILES EAST OF JOSEPH CITY, JUST
 ES1060'NORTH AND ABOUT 100 FEET HIGHER THAN U.S. HIGHWAY 66.
 ES1060'
 ES1060'TO REACH THE STATION FROM THE INTERSECTION AND TRAFFIC LIGHT
 ES1060'JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO WEST ON U.S.
 ES1060'HIGHWAY 66 FOR 6.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 ES1060'CONTINUE WEST ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE
 ES1060'RIGHT.
 ES1060'
 ES1060'THE STATION MARK, STAMPED NA 1 1959, IS A STANDARD DISK BRAZED
 ES1060'TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 8 INCHES.
 ES1060'IT IS 200 FEET NORTH OF U.S. HIGHWAY 66, 75 FEET NORTH OF THE
 ES1060'NORTH RIGHT-OF-WAY FENCE AND 5.1 FEET SOUTHWEST OF A WITNESS
 ES1060'POST.
 ES1060'
 ES1060'REFERENCE MARK 1, STAMPED NA 1 NO 1 1959, IS A STANDARD DISK
 ES1060'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 ES1060'IT IS 39.6 FEET SOUTHWEST OF THE WITNESS POST.
 ES1060'
 ES1060'REFERENCE MARK 2, STAMPED NA 1 NO 1 1959, IS A STANDARD DISK
 ES1060'CEMENTED IN A DRILL HOLE IN THE SIDE OF A LARGE BOULDER THAT
 ES1060'PROJECTS 3.5 FEET.  IT IS 19.3 FEET NORTHWEST OF THE WITNESS
 ES1060'POST.
 ES1060'
 ES1060'THE AZIMUTH MARK, STAMPED 5040X10 1330X99, IS AN ARIZONA
 ES1060'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILL HOLE IN THE CENTER
 ES1060'OF THE NORTH HEADWALL OF A CONCRETE BRIDGE, 20 FEET NORTH OF THE
 ES1060'CENTER LINE OF U.S. HIGHWAY 66.
 ES1060
 ES1060                          STATION RECOVERY (1959)
 ES1060
 ES1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES1060'RECOVERED IN GOOD CONDITION.
 ES1060
 ES1060                          STATION RECOVERY (1973)
 ES1060
 ES1060'RECOVERY NOTE BY US ENGINEERS 1973 (EMB)
 ES1060'NA 1, 1959-GOOD
 ES1060'
 ES1060'NA 1, NO. 1, 1959-GOOD
 ES1060'
 ES1060'NA 1, NO. 2, 1959-GOOD
 ES1060'
 ES1060'5040X10 1330X99 (AZI. MK.)-GOOD
 ES1060'
 ES1060'DESCRIPTION IS ADEQUATE.
 ES1060
 ES1060                          STATION RECOVERY (1975)
 ES1060
 ES1060'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (MMH)
 ES1060'TO REACH ADEQUATE.  MARK AND R.M.S FOUND IN GOOD CONDITION.  AZ. MK.
 ES1060'NOT SEARCHED FOR.
 ES1060
 ES1060                          STATION RECOVERY (1980)
 ES1060
 ES1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 ES1060'THE STATION WAS RECOVERED AS DESCRIBED IN 1959.  ALL MARKS ARE IN
 ES1060'GOOD CONDITION AND THE ROUTE TO THE STATION IS ADEQUATE.
 ES1060
 ES1060                          STATION RECOVERY (1980)
 ES1060
 ES1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ES1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0075 ***********************************************************************
 ES0075  DESIGNATION -  NA 2
 ES0075  PID         -  ES0075
 ES0075  STATE/COUNTY-  AZ/NAVAJO
 ES0075  USGS QUAD   -  HOLBROOK (1986)
 ES0075
 ES0075                         *CURRENT SURVEY CONTROL
 ES0075  ___________________________________________________________________
 ES0075* NAD 83(1992)-  34 54 24.54958(N)    110 12 45.22653(W)     ADJUSTED  
 ES0075* NAVD 88     -      1556.655  (meters)    5107.13   (feet)  ADJUSTED  
 ES0075  ___________________________________________________________________
 ES0075  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ES0075  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0075  DYNAMIC HT  -        1554.528 (meters)    5100.15  (feet)  COMP
 ES0075  MODELED GRAV-     979,214.0   (mgal)                       NAVD 88
 ES0075
 ES0075  HORZ ORDER  -  SECOND
 ES0075  VERT ORDER  -  SECOND    CLASS 0
 ES0075
 ES0075.The horizontal coordinates were established by classical geodetic methods
 ES0075.and adjusted by the National Geodetic Survey in August 1993.
 ES0075
 ES0075.The orthometric height was determined by differential leveling
 ES0075.and adjusted in June 1991.
 ES0075
 ES0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0075
 ES0075.The geoid height was determined by GEOID03.
 ES0075
 ES0075.The dynamic height is computed by dividing the NAVD 88
 ES0075.geopotential number by the normal gravity value computed on the
 ES0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0075.degrees latitude (g = 980.6199 gals.).
 ES0075
 ES0075.The modeled gravity was interpolated from observed gravity values.
 ES0075
 ES0075;                    North         East     Units Scale Factor Converg.
 ES0075;SPC AZ E     -   433,238.773   209,165.890   MT  0.99990022   -0 01 34.5
 ES0075;SPC AZ E     - 1,421,387.05    686,239.80   iFT  0.99990022   -0 01 34.5
 ES0075;UTM  12      - 3,862,992.649   571,937.086   MT  0.99966378   +0 27 02.3
 ES0075
 ES0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0075!SPC AZ E     -   0.99975952  x   0.99990022  =   0.99965977
 ES0075!UTM  12      -   0.99975952  x   0.99966378  =   0.99942338
 ES0075
 ES0075|---------------------------------------------------------------------|
 ES0075| PID    Reference Object                     Distance      Geod. Az  |
 ES0075|                                                           dddmmss.s |
 ES0075| ES0076 NA 2 RM 1                             9.589 METERS 12316     |
 ES0075| ES0074 NA 2 RM 2                             9.869 METERS 25202     |
 ES0075| ES0071 PENZANCE                            APPROX. 3.3 KM 2833731.6 |
 ES0075|---------------------------------------------------------------------|
 ES0075
 ES0075                          SUPERSEDED SURVEY CONTROL
 ES0075
 ES0075  NAD 83(1986)-  34 54 24.54290(N)    110 12 45.22936(W) AD(       ) 2
 ES0075  NAD 27      -  34 54 24.44960(N)    110 12 42.78710(W) AD(       ) 2
 ES0075  NGVD 29 (??/??/92) 1555.844  (m)         5104.46   (f) ADJ UNCH    2 0
 ES0075
 ES0075.Superseded values are not recommended for survey control.
 ES0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0075.See file dsdata.txt to determine how the superseded data were derived.
 ES0075
 ES0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7193762993(NAD 83)
 ES0075_MARKER: DS = TRIANGULATION STATION DISK
 ES0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0075_STAMPING: NA 2 1959
 ES0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0075+STABILITY: SURFACE MOTION
 ES0075
 ES0075  HISTORY     - Date     Condition        Report By
 ES0075  HISTORY     - 1959     MONUMENTED       CGS
 ES0075  HISTORY     - 1959     GOOD             CGS
 ES0075  HISTORY     - 1971     GOOD             AZHD
 ES0075  HISTORY     - 1974     GOOD             NGS
 ES0075  HISTORY     - 1975     GOOD             DMA
 ES0075  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0075
 ES0075                          STATION DESCRIPTION
 ES0075
 ES0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0075'THE STATION IS LOCATED ON A SMALL SAND RIDGE, 3.1 MILES WEST
 ES0075'OF THE POST OFFICE IN HOLBROOK, ON THE SOUTH SIDE OF U.S.
 ES0075'HIGHWAY 66, WITHIN THE RIGHT-OF-WAY.
 ES0075'
 ES0075'THE STATION IS A STANDARD DISK STAMPED N A 2 1959, SET IN A
 ES0075'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 ES0075'IS 6.8 FEET NORTH OF A WITNESS POST, AND 6.7 FEET NORTH OF
 ES0075'THE RIGHT-OF-WAY FENCE.
 ES0075'
 ES0075'REFERENCE MARK 1 IS A STANDARD DISK STAMPED N A 2 NO 1 1959,
 ES0075'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 ES0075'4 INCHES.  IT IS 27.6 FEET SOUTHEAST OF THE WITNESS POST,
 ES0075'AND 7.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0075'
 ES0075'REFERENCE MARK 2 IS A STANDARD DISK STAMPED N A 2 NO 2 1959,
 ES0075'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 ES0075'INCHES.  IT IS 31.8 FEET SOUTHWEST OF THE WITNESS POST, AND
 ES0075'7.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0075'
 ES0075'TRIANGULATION STATION PENZANCE CAN BE USED FOR AN AZIMUTH MARK.
 ES0075
 ES0075                          STATION RECOVERY (1959)
 ES0075
 ES0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0075'3.0 MI W FROM HOLBROOK.
 ES0075'3.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT HOLBROOK,
 ES0075'LOCATED ON THE SOUTH SIDE OF THE HIGHWAY, 6.8 FEET NORTH OF THE
 ES0075'WITNESS POST, 6.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP
 ES0075'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0075
 ES0075                          STATION RECOVERY (1971)
 ES0075
 ES0075'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 ES0075'GENERAL LOCATION INT. 40.  BETWEEN WINSLOW AND HOLBROOK.  TO
 ES0075'REACH FROM MILEPOST 284, INT. 40, WESTERLY ON THE INT. FOR 0.4
 ES0075'MILES AND TO THE STATION ON THE LEFT.  LOCATED ABOVE A BANK AND
 ES0075'ON A RIDGE CREST, 7 FT NORTH OF THE SOUTH INT. R/W FENCE AND A
 ES0075'USC AND GS WITNESS POST.  THE MARK IS A STANDARD USC AND GS
 ES0075'TRIANGULATION BRASS CAP, SET IN A 12 IN SQUARE CONCRETE POST,
 ES0075'UP 0.3 FT AND STAMPED, N A 2 1959.  R.M. 1 IS ABOUT 30 FT EAST
 ES0075'OF THE MAIN STATION AND 7 FT SOUTH OF THE SOUTH R/W FENCE.  IT
 ES0075'IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12
 ES0075'IN SQUARE CONCRETE POST, UP 0.5 FT AND STAMPED, N A NO 1
 ES0075'1959.  R.M. 2 IS LOCATED ABOUT 30 FT WEST OF THE MAIN
 ES0075'STATION AND 7 FT SOUTH OF THE SOUTH R/W FENCE LINE.  IT IS
 ES0075'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN
 ES0075'SQUARE CONCRETE POST, UP 0.5 FT AND STAMPED, N A NO 2 1959.
 ES0075
 ES0075                          STATION RECOVERY (1974)
 ES0075
 ES0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES0075'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 ES0075'CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.
 ES0075'
 ES0075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST
 ES0075'OF HOLBROOK.
 ES0075
 ES0075                          STATION RECOVERY (1975)
 ES0075
 ES0075'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (MMH)
 ES0075'TO REACH ADEQUATE.  MARK AND R.M.S FOUND IN GOOD CONDITION.
 ES0075
 ES0075                          STATION RECOVERY (1983)
 ES0075
 ES0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0076 ***********************************************************************
 ES0076  DESIGNATION -  NA 2 RM 1
 ES0076  PID         -  ES0076
 ES0076  STATE/COUNTY-  AZ/NAVAJO
 ES0076  USGS QUAD   -  HOLBROOK (1986)
 ES0076
 ES0076                         *CURRENT SURVEY CONTROL
 ES0076  ___________________________________________________________________
 ES0076* NAD 83(1986)-  34 54 24.     (N)    110 12 46.     (W)     SCALED    
 ES0076* NAVD 88     -      1556.343  (meters)    5106.10   (feet)  ADJUSTED  
 ES0076  ___________________________________________________________________
 ES0076  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0076  DYNAMIC HT  -        1554.217 (meters)    5099.13  (feet)  COMP
 ES0076  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0076
 ES0076  VERT ORDER  -  SECOND    CLASS 0
 ES0076
 ES0076.The horizontal coordinates were scaled from a topographic map and have
 ES0076.an estimated accuracy of +/- 6 seconds.
 ES0076
 ES0076.The orthometric height was determined by differential leveling
 ES0076.and adjusted in June 1991.
 ES0076
 ES0076.The geoid height was determined by GEOID03.
 ES0076
 ES0076.The dynamic height is computed by dividing the NAVD 88
 ES0076.geopotential number by the normal gravity value computed on the
 ES0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0076.degrees latitude (g = 980.6199 gals.).
 ES0076
 ES0076.The modeled gravity was interpolated from observed gravity values.
 ES0076
 ES0076;                    North         East    Units  Estimated Accuracy
 ES0076;SPC AZ E     -   433,220.      209,150.      MT  (+/- 180 meters Scaled)
 ES0076
 ES0076                          SUPERSEDED SURVEY CONTROL
 ES0076
 ES0076  NGVD 29 (??/??/92) 1555.532  (m)         5103.44   (f) ADJ UNCH    2 0
 ES0076
 ES0076.Superseded values are not recommended for survey control.
 ES0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0076.See file dsdata.txt to determine how the superseded data were derived.
 ES0076
 ES0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD719629(NAD 83)
 ES0076_MARKER: DR = REFERENCE MARK DISK
 ES0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0076_STAMPING: NA 2 NO 1 1959
 ES0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0076+STABILITY: SURFACE MOTION
 ES0076
 ES0076  HISTORY     - Date     Condition        Report By
 ES0076  HISTORY     - 1959     MONUMENTED       CGS
 ES0076  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0076
 ES0076                          STATION DESCRIPTION
 ES0076
 ES0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0076'3.0 MI W FROM HOLBROOK.
 ES0076'3.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT HOLBROOK,
 ES0076'LOCATED ON THE SOUTH SIDE OF THE HIGHWAY, 27.6 FEET SOUTHEAST OF THE
 ES0076'WITNESS POST, 7.4 FEET SOUTH OF THE WITNESS POST, SET IN THE TOP OF A
 ES0076'12 INCH SQUARE CONCRETE
 ES0076
 ES0076                          STATION RECOVERY (1983)
 ES0076
 ES0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0074 ***********************************************************************
 ES0074  DESIGNATION -  NA 2 RM 2
 ES0074  PID         -  ES0074
 ES0074  STATE/COUNTY-  AZ/NAVAJO
 ES0074  USGS QUAD   -  HOLBROOK (1986)
 ES0074
 ES0074                         *CURRENT SURVEY CONTROL
 ES0074  ___________________________________________________________________
 ES0074* NAD 83(1986)-  34 54 24.     (N)    110 12 46.     (W)     SCALED    
 ES0074* NAVD 88     -      1556.521  (meters)    5106.69   (feet)  ADJUSTED  
 ES0074  ___________________________________________________________________
 ES0074  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0074  DYNAMIC HT  -        1554.394 (meters)    5099.71  (feet)  COMP
 ES0074  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0074
 ES0074  VERT ORDER  -  SECOND    CLASS 0
 ES0074
 ES0074.The horizontal coordinates were scaled from a topographic map and have
 ES0074.an estimated accuracy of +/- 6 seconds.
 ES0074
 ES0074.The orthometric height was determined by differential leveling
 ES0074.and adjusted in June 1991.
 ES0074
 ES0074.The geoid height was determined by GEOID03.
 ES0074
 ES0074.The dynamic height is computed by dividing the NAVD 88
 ES0074.geopotential number by the normal gravity value computed on the
 ES0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0074.degrees latitude (g = 980.6199 gals.).
 ES0074
 ES0074.The modeled gravity was interpolated from observed gravity values.
 ES0074
 ES0074;                    North         East    Units  Estimated Accuracy
 ES0074;SPC AZ E     -   433,220.      209,150.      MT  (+/- 180 meters Scaled)
 ES0074
 ES0074                          SUPERSEDED SURVEY CONTROL
 ES0074
 ES0074  NGVD 29 (??/??/92) 1555.710  (m)         5104.03   (f) ADJ UNCH    2 0
 ES0074
 ES0074.Superseded values are not recommended for survey control.
 ES0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0074.See file dsdata.txt to determine how the superseded data were derived.
 ES0074
 ES0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD719629(NAD 83)
 ES0074_MARKER: DR = REFERENCE MARK DISK
 ES0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0074_STAMPING: NA 2 NO 2 1959
 ES0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0074+STABILITY: SURFACE MOTION
 ES0074
 ES0074  HISTORY     - Date     Condition        Report By
 ES0074  HISTORY     - 1959     MONUMENTED       CGS
 ES0074  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0074
 ES0074                          STATION DESCRIPTION
 ES0074
 ES0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0074'3.0 MI W FROM HOLBROOK.
 ES0074'3.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT HOLBROOK,
 ES0074'LOCATED ON THE SOUTH SIDE OF THE HIGHWAY, 31.8 FEET SOUTHWEST OF THE
 ES0074'WITNESS POST, 7.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP
 ES0074'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0074
 ES0074                          STATION RECOVERY (1983)
 ES0074
 ES0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0098 ***********************************************************************
 ES0098  DESIGNATION -  NA 3
 ES0098  PID         -  ES0098
 ES0098  STATE/COUNTY-  AZ/NAVAJO
 ES0098  USGS QUAD   -  SUN VALLEY (1986)
 ES0098
 ES0098                         *CURRENT SURVEY CONTROL
 ES0098  ___________________________________________________________________
 ES0098* NAD 83(1992)-  34 59 20.36021(N)    110 00 36.41876(W)     ADJUSTED  
 ES0098* NAVD 88     -      1641.415  (meters)    5385.21   (feet)  ADJUSTED  
 ES0098  ___________________________________________________________________
 ES0098  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 ES0098  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ES0098  DYNAMIC HT  -        1639.148 (meters)    5377.77  (feet)  COMP
 ES0098  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 ES0098
 ES0098  HORZ ORDER  -  SECOND
 ES0098  VERT ORDER  -  FIRST     CLASS II
 ES0098
 ES0098.The horizontal coordinates were established by classical geodetic methods
 ES0098.and adjusted by the National Geodetic Survey in August 1993.
 ES0098
 ES0098.The orthometric height was determined by differential leveling
 ES0098.and adjusted in June 1991.
 ES0098
 ES0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0098
 ES0098.The geoid height was determined by GEOID03.
 ES0098
 ES0098.The dynamic height is computed by dividing the NAVD 88
 ES0098.geopotential number by the normal gravity value computed on the
 ES0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0098.degrees latitude (g = 980.6199 gals.).
 ES0098
 ES0098.The modeled gravity was interpolated from observed gravity values.
 ES0098
 ES0098;                    North         East     Units Scale Factor Converg.
 ES0098;SPC AZ E     -   442,363.963   227,651.685   MT  0.99990252   +0 05 23.2
 ES0098;SPC AZ E     - 1,451,325.34    746,888.73   iFT  0.99990252   +0 05 23.2
 ES0098;UTM  12      - 3,872,269.509   590,342.174   MT  0.99970059   +0 34 03.6
 ES0098
 ES0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0098!SPC AZ E     -   0.99974620  x   0.99990252  =   0.99964874
 ES0098!UTM  12      -   0.99974620  x   0.99970059  =   0.99944686
 ES0098
 ES0098|---------------------------------------------------------------------|
 ES0098| PID    Reference Object                     Distance      Geod. Az  |
 ES0098|                                                           dddmmss.s |
 ES0098| CD2379 NA 3 RM 2                            27.441 METERS 07456     |
 ES0098| ES0096 NA 3 AZ MK                                         2575850.5 |
 ES0098| ES0097 NA 3 RM 1                            10.845 METERS 25906     |
 ES0098|---------------------------------------------------------------------|
 ES0098
 ES0098                          SUPERSEDED SURVEY CONTROL
 ES0098
 ES0098  NAD 83(1986)-  34 59 20.35335(N)    110 00 36.42085(W) AD(       ) 2
 ES0098  NAD 27      -  34 59 20.26510(N)    110 00 33.99340(W) AD(       ) 2
 ES0098  NGVD 29 (??/??/92) 1640.550  (m)         5382.37   (f) ADJ UNCH    1 2
 ES0098
 ES0098.Superseded values are not recommended for survey control.
 ES0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0098.See file dsdata.txt to determine how the superseded data were derived.
 ES0098
 ES0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9034272270(NAD 83)
 ES0098_MARKER: DS = TRIANGULATION STATION DISK
 ES0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0098_STAMPING: NA 3 1959
 ES0098_MARK LOGO: CGS   
 ES0098_PROJECTION: PROJECTING 13 CENTIMETERS
 ES0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0098+STABILITY: SURFACE MOTION
 ES0098
 ES0098  HISTORY     - Date     Condition        Report By
 ES0098  HISTORY     - 1959     MONUMENTED       CGS
 ES0098  HISTORY     - 1959     GOOD             CGS
 ES0098  HISTORY     - 1967     GOOD             CGS
 ES0098  HISTORY     - 1968     GOOD             USAF
 ES0098  HISTORY     - 1983     GOOD             NGS
 ES0098
 ES0098                          STATION DESCRIPTION
 ES0098
 ES0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0098'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 66
 ES0098'ABOUT 11 MILES NORTHEAST OF HOLBROOK.
 ES0098'
 ES0098'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO
 ES0098'NORTH-EASTERLY ON U.S. HIGHWAY 66 FOR 11.3 MILES TO THE TOP OF
 ES0098'A GRADUAL RISE AND THE STATION ON THE LEFT.  THE AZIMUTH
 ES0098'MARK IS REACHED FROM THE STATION BY GOING WESTERLY ON U.S.
 ES0098'HIGHWAY 66 FOR 0.35 MILE TO A HIGHWAY CUT AND THE MARK AT THE
 ES0098'TOP OF THE CUT, ON THE RIGHT SIDE OF THE HIGHWAY.
 ES0098'
 ES0098'THE STATION MARK IS A STANDARD DISK STAMPED NA 3 1959, SET IN
 ES0098'A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 97
 ES0098'FEET NORTH OF THE CENTER OF THE HIGHWAY, 12.3 FEET EAST OF A
 ES0098'WITNESS POST AND 4.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 ES0098'
 ES0098'R.M. 1 IS A STANDARD DISK STAMPED NA 3 1959, SET IN A SQUARE
 ES0098'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 24.1 FEET
 ES0098'WEST OF THE WITNESS POST AND 3.0 FEET SOUTH OF THE FENCE.
 ES0098'
 ES0098'R.M. 2 IS A CROSS FILED IN THE TOP OF AN ANGLE-IRON HIGHWAY
 ES0098'RIGHT-OF-WAY MARKER THAT PROJECTS ABOUT 30 INCHES.  IT IS
 ES0098'PAINTED WHITE WITH POT 2256 + 00 STENCILED ON IT IN BLACK,
 ES0098'AND IT IS 102.1 FEET EAST OF THE WITNESS POST AND 6 INCHES
 ES0098'NORTH OF THE FENCE.
 ES0098'
 ES0098'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NA 3 1959, WELDED
 ES0098'TO THE TOP OF A 2-INCH CAST-IRON PIPE THAT PROJECTS 1 FOOT.
 ES0098'IT IS 4.1 FEET WEST OF A WITNESS POST AND 1.5 FEET SOUTH OF THE
 ES0098'NORTH HIGHWAY RIGHT-OF-WAY FENCE.
 ES0098
 ES0098                          STATION RECOVERY (1959)
 ES0098
 ES0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0098'11.0 MI NE FROM HOLBROOK.
 ES0098'11.3 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0098'AT HOLBROOK, 97 FEET NORTH OF THE CENTER OF THE HIGHWAY, 12.3 FEET
 ES0098'EAST OF THE WITNESS POST, 4.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 ES0098'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 ES0098'INCHES.
 ES0098
 ES0098                          STATION RECOVERY (1967)
 ES0098
 ES0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ES0098'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, IN GOOD
 ES0098'CONDITION.
 ES0098
 ES0098                          STATION RECOVERY (1968)
 ES0098
 ES0098'RECOVERY NOTE BY US AIR FORCE 1968
 ES0098'STATION, THE REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 ES0098'RECOVERED IN GOOD CONDITION.
 ES0098'
 ES0098'THE ROUTE DESCRIPTION WAS ADEQUATE.
 ES0098
 ES0098                          STATION RECOVERY (1983)
 ES0098
 ES0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0098'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  16.8 KM (10.45
 ES0098'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0098'NAVAJO BOULEVARD IN HOLBROOK, 0.6 KM (0.35 MI) EAST OF MILEPOST 297,
 ES0098'29.3 METERS (96.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 ES0098'OF THE HIGHWAY AND 1.3 METERS (4.3 FT) SOUTH OF A FENCE.
 ES0098'THE MARK IS 3.7 METERS  E FROM A WITNESS POST.
 ES0098'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0096 ***********************************************************************
 ES0096  DESIGNATION -  NA 3 AZ MK
 ES0096  PID         -  ES0096
 ES0096  STATE/COUNTY-  AZ/NAVAJO
 ES0096  USGS QUAD   -  SUN VALLEY (1986)
 ES0096
 ES0096                         *CURRENT SURVEY CONTROL
 ES0096  ___________________________________________________________________
 ES0096* NAD 83(1986)-  34 59 15.     (N)    110 01 04.     (W)     SCALED    
 ES0096* NAVD 88     -      1640.459  (meters)    5382.07   (feet)  ADJUSTED  
 ES0096  ___________________________________________________________________
 ES0096  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES0096  DYNAMIC HT  -        1638.193 (meters)    5374.64  (feet)  COMP
 ES0096  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 ES0096
 ES0096  VERT ORDER  -  FIRST     CLASS II
 ES0096
 ES0096.The horizontal coordinates were scaled from a topographic map and have
 ES0096.an estimated accuracy of +/- 6 seconds.
 ES0096
 ES0096.The orthometric height was determined by differential leveling
 ES0096.and adjusted in June 1991.
 ES0096
 ES0096.The geoid height was determined by GEOID03.
 ES0096
 ES0096.The dynamic height is computed by dividing the NAVD 88
 ES0096.geopotential number by the normal gravity value computed on the
 ES0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0096.degrees latitude (g = 980.6199 gals.).
 ES0096
 ES0096.The modeled gravity was interpolated from observed gravity values.
 ES0096
 ES0096;                    North         East    Units  Estimated Accuracy
 ES0096;SPC AZ E     -   442,200.      226,950.      MT  (+/- 180 meters Scaled)
 ES0096
 ES0096                          SUPERSEDED SURVEY CONTROL
 ES0096
 ES0096  NGVD 29 (??/??/92) 1639.592  (m)         5379.23   (f) ADJ UNCH    1 2
 ES0096
 ES0096.Superseded values are not recommended for survey control.
 ES0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0096.See file dsdata.txt to determine how the superseded data were derived.
 ES0096
 ES0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD896720(NAD 83)
 ES0096_MARKER: DZ = AZIMUTH MARK DISK
 ES0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0096_STAMPING: NA 3 1959
 ES0096_MARK LOGO: CGS   
 ES0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0096
 ES0096  HISTORY     - Date     Condition        Report By
 ES0096  HISTORY     - 1959     MONUMENTED       CGS
 ES0096  HISTORY     - 1983     GOOD             NGS
 ES0096
 ES0096                          STATION DESCRIPTION
 ES0096
 ES0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0096'10.7 MI NE FROM HOLBROOK.
 ES0096'11.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0096'AT HOLBROOK, 4.1 FEET WEST OF THE WITNESS POST, 1.5 FEET SOUTH OF THE
 ES0096'RIGHT-OF-WAY FENCE, WELDED TO THE TOP OF A 2 INCH CAST-IRON PIPE THAT
 ES0096'PROJECTS 1 FOOT.
 ES0096
 ES0096                          STATION RECOVERY (1983)
 ES0096
 ES0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0096'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLOWS.  16.2 KM (10.05
 ES0096'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0096'NAVAJO BOULEVARD IN HOLBROOK, 48.1 METERS (157.8 FT) WEST-NORTHWEST OF
 ES0096'MILEPOST 297, 30.8 METERS (101.0 FT) NORTH OF THE CENTERLINE OF THE
 ES0096'WEST BOUND LANES OF THE HIGHWAY, 0.2 METER (0.7 FT) SOUTH OF A
 ES0096'FENCE, AND WELDED TO THE TOP OF A 2 INCH CAST-IRON PIPE PROJECTING
 ES0096'0.15 METER (0.5 FT) ABOVE THE GROUND.
 ES0096'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 ES0096'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0097 ***********************************************************************
 ES0097  DESIGNATION -  NA 3 RM 1
 ES0097  PID         -  ES0097
 ES0097  STATE/COUNTY-  AZ/NAVAJO
 ES0097  USGS QUAD   -  SUN VALLEY (1986)
 ES0097
 ES0097                         *CURRENT SURVEY CONTROL
 ES0097  ___________________________________________________________________
 ES0097* NAD 83(1986)-  34 59 20.     (N)    110 00 37.     (W)     SCALED    
 ES0097* NAVD 88     -      1641.443  (meters)    5385.30   (feet)  ADJUSTED  
 ES0097  ___________________________________________________________________
 ES0097  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ES0097  DYNAMIC HT  -        1639.175 (meters)    5377.86  (feet)  COMP
 ES0097  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 ES0097
 ES0097  VERT ORDER  -  SECOND    CLASS 0
 ES0097
 ES0097.The horizontal coordinates were scaled from a topographic map and have
 ES0097.an estimated accuracy of +/- 6 seconds.
 ES0097
 ES0097.The orthometric height was determined by differential leveling
 ES0097.and adjusted in June 1991.
 ES0097
 ES0097.The geoid height was determined by GEOID03.
 ES0097
 ES0097.The dynamic height is computed by dividing the NAVD 88
 ES0097.geopotential number by the normal gravity value computed on the
 ES0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0097.degrees latitude (g = 980.6199 gals.).
 ES0097
 ES0097.The modeled gravity was interpolated from observed gravity values.
 ES0097
 ES0097;                    North         East    Units  Estimated Accuracy
 ES0097;SPC AZ E     -   442,350.      227,640.      MT  (+/- 180 meters Scaled)
 ES0097
 ES0097                          SUPERSEDED SURVEY CONTROL
 ES0097
 ES0097  NGVD 29 (??/??/92) 1640.577  (m)         5382.46   (f) ADJ UNCH    2 0
 ES0097
 ES0097.Superseded values are not recommended for survey control.
 ES0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0097.See file dsdata.txt to determine how the superseded data were derived.
 ES0097
 ES0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD903722(NAD 83)
 ES0097_MARKER: DR = REFERENCE MARK DISK
 ES0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0097_STAMPING: NA 3 NO 1 1959
 ES0097_MARK LOGO: CGS   
 ES0097_PROJECTION: PROJECTING 3 CENTIMETERS
 ES0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0097+STABILITY: SURFACE MOTION
 ES0097
 ES0097  HISTORY     - Date     Condition        Report By
 ES0097  HISTORY     - 1959     MONUMENTED       CGS
 ES0097  HISTORY     - 1983     GOOD             NGS
 ES0097
 ES0097                          STATION DESCRIPTION
 ES0097
 ES0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0097'11.0 MI NE FROM HOLBROOK.
 ES0097'11.3 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0097'AT HOLBROOK, 35 FEET WEST OF THE STATION MARK, 24 FEET WEST OF THE
 ES0097'WITNESS POST, 4.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP
 ES0097'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0097
 ES0097                          STATION RECOVERY (1983)
 ES0097
 ES0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0097'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  16.8 KM (10.45
 ES0097'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0097'NAVAJO BOULEVARD IN HOLBROOK, 0.5 KM (0.3 MI) EAST OF MILEPOST 297,
 ES0097'29.3 METERS (96.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 ES0097'OF THE HIGHWAY, 10.8 METERS (35.4 FT) EAST OF THE STATION MARK AND 0.9
 ES0097'METER (3.0 FT) SOUTH OF A FENCE.  NOTE=NOT LEVELED THIS SURVEY.
 ES0097'THE MARK IS 7.4 METERS  W FROM A WITNESS POST.
 ES0097'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0722 ***********************************************************************
 FQ0722  DESIGNATION -  NA AH TE 2 RESET
 FQ0722  PID         -  FQ0722
 FQ0722  STATE/COUNTY-  AZ/NAVAJO
 FQ0722  USGS QUAD   -  NA AH TEE CANYON (1973)
 FQ0722
 FQ0722                         *CURRENT SURVEY CONTROL
 FQ0722  ___________________________________________________________________
 FQ0722* NAD 83(1992)-  35 28 16.28970(N)    110 11 21.84326(W)     ADJUSTED  
 FQ0722* NAVD 88     -      2068.5    (meters)    6786.     (feet)  VERTCON   
 FQ0722  ___________________________________________________________________
 FQ0722  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 FQ0722  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FQ0722  HORZ ORDER  -  FIRST
 FQ0722
 FQ0722.The horizontal coordinates were established by classical geodetic methods
 FQ0722.and adjusted by the National Geodetic Survey in August 1993.
 FQ0722
 FQ0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0722
 FQ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0722
 FQ0722.The geoid height was determined by GEOID03.
 FQ0722
 FQ0722;                    North         East     Units Scale Factor Converg.
 FQ0722;SPC AZ E     -   495,845.528   211,296.806   MT  0.99990005   -0 00 47.5
 FQ0722;SPC AZ E     - 1,626,789.79    693,230.99   iFT  0.99990005   -0 00 47.5
 FQ0722;UTM  12      - 3,925,600.352   573,542.792   MT  0.99966665   +0 28 13.5
 FQ0722
 FQ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0722!SPC AZ E     -   0.99967895  x   0.99990005  =   0.99957904
 FQ0722!UTM  12      -   0.99967895  x   0.99966665  =   0.99934571
 FQ0722
 FQ0722|---------------------------------------------------------------------|
 FQ0722| PID    Reference Object                     Distance      Geod. Az  |
 FQ0722|                                                           dddmmss.s |
 FQ0722| CD4569 NA AH TEE RM 1                        9.403 METERS 10240     |
 FQ0722| CD4570 NA AH TEE RM 2                       12.591 METERS 16523     |
 FQ0722| CD4568 NA AH TEE AZ MK                                    1923630.9 |
 FQ0722|---------------------------------------------------------------------|
 FQ0722
 FQ0722                          SUPERSEDED SURVEY CONTROL
 FQ0722
 FQ0722  NAD 83(1986)-  35 28 16.28762(N)    110 11 21.84604(W) AD(       ) 1
 FQ0722  NAD 27      -  35 28 16.24800(N)    110 11 19.39400(W) AD(       ) 1
 FQ0722  NGVD 29 (07/19/86) 2067.5    (m)         6783.     (f) VERT ANG    3  
 FQ0722
 FQ0722.Superseded values are not recommended for survey control.
 FQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0722.See file dsdata.txt to determine how the superseded data were derived.
 FQ0722
 FQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE7354325600(NAD 83)
 FQ0722_MARKER: DD = SURVEY DISK
 FQ0722_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0722
 FQ0722  HISTORY     - Date     Condition        Report By
 FQ0722  HISTORY     - 1965     MONUMENTED       USGS
 FQ0722  HISTORY     - 1966     GOOD             USGS
 FQ0722
 FQ0722                          STATION DESCRIPTION
 FQ0722
 FQ0722'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0722'DESCRIBED BY CGS.  STATION MARK DESTROYED, RMS DEFACED.  RM 1 NOT
 FQ0722'LEGIBLE, RM 2 FAIR.
 FQ0722'
 FQ0722'TO REACH THE STATION FROM HOLBROOK GO EASTERLY ON U.S. HIGHWAY
 FQ0722'66 FOR 7.6 MILES TO THE KEAMS CANYON ROAD ON THE LEFT, TURN
 FQ0722'LEFT AND GO NORTH AS PER SIGN KEAMS CANYON FOR 41.3 MILES
 FQ0722'TO A FORK.  TAKE THE LEFT FORK AND GO WEST AS PER SIGN NA
 FQ0722'AH TEE TRADING POST 3 MILES FOR 3.3 MILES TO THE TRADING POST
 FQ0722'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD (WEST) FOR 0.1 MILE
 FQ0722'TO A FORK AT THE BOTTOM OF A LOW RIDGTAKE THE LEFT FORK
 FQ0722'AND GO SOUTH ACROSS THE WASH, THENCE WEST ALONG THE NORTH
 FQ0722'SIDE OF A FLAT GRASS COVERED MESA FOR 2.8 MILES TO 3 HOGANS
 FQ0722'IN A GROUP AND A CROSS ROAD.  THE STATION IS ATOP THE
 FQ0722'PROMINENT HILL TO THE NORTHWEST.  TAKE THE TRACK ROAD LEADING
 FQ0722'ALONG THE WEST SIDE OF THE HILL FOR 0.3 MILE TO THE TOP
 FQ0722'OF A RIDGE AND A DIM TRACK ROAD NORTH.  TURN RIGHT AND GO
 FQ0722'NORTH UP THE HILL FOR 0.3 MILE TO THE STATION SITE.
 FQ0722'
 FQ0722'STATION MARK--STANDARD TABLET STAMPED---NA AH TE 2 1965---,
 FQ0722'CEMENTED IN DRILL HOLE IN ROCK OUTCROP PROJECTING ABOUT 5 INCHES,
 FQ0722'IN LOCATION OF ORIGINAL STATION.  (ERRONEOUSLY STAMPED---TE---NOT
 FQ0722'TEE.)
 FQ0722
 FQ0722                          STATION RECOVERY (1966)
 FQ0722
 FQ0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0722'THE STATION MARK WAS FOUND DESTROYED AND THE REFERENCE MARKS
 FQ0722'WERE FOUND DEFACED.  R.M. 1 WAS IN PLACE BUT NOT LEGIBLE.
 FQ0722'R.M. 2 WAS IN FAIR CONDITION.  THE AZIMUTH MARK WAS NOT
 FQ0722'SEARCHED FOR.  A NEW MARK WAS SET IN THE DRILL HOLE AT THE
 FQ0722'STATION MARK.
 FQ0722'
 FQ0722'STATION MARK IS A STANDARD USGS TABLET STAMPED NA AH TE 2
 FQ0722'1965, CEMENTED INTO A DRILL HOLE IN A ROCK OUTCROP PROJECTING
 FQ0722'ABOUT 5 INCHES.
 FQ0722'
 FQ0722'R.M. 1 IS A STANDARD USC AND GS DISK STAMPED NA AH TEE NO
 FQ0722'1 1951, SET IN DRILL HOLE IN LAVA BEDROCK, 30.85 FEET FROM
 FQ0722'STATION S 77 DEG 18 MIN E.
 FQ0722'
 FQ0722'R.M. 2 IS A STANDARD USC AND GS DISK STAMPED NA AH TEE NO
 FQ0722'2 1951, SET IN DRILL HOLE IN LAVA BEDROCK, 41.31 FEET FROM
 FQ0722'STATION S 14 DEG 34 MIN E.
 FQ0722'
 FQ0722'A RED FLAG OVER A RED OVER WHITE CROSS-TARGET ON POLE CENTERED
 FQ0722'OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0946 ***********************************************************************
 CG0946  DESIGNATION -  NACHEE
 CG0946  PID         -  CG0946
 CG0946  STATE/COUNTY-  AZ/COCHISE
 CG0946  USGS QUAD   -  KNOB HILL (1973)
 CG0946
 CG0946                         *CURRENT SURVEY CONTROL
 CG0946  ___________________________________________________________________
 CG0946* NAD 83(1992)-  31 55 20.32053(N)    110 03 36.25862(W)     ADJUSTED  
 CG0946* NAVD 88     -      1557.6    (meters)    5110.     (feet)  VERTCON   
 CG0946  ___________________________________________________________________
 CG0946  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 CG0946  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CG0946  HORZ ORDER  -  SECOND
 CG0946
 CG0946.The horizontal coordinates were established by classical geodetic methods
 CG0946.and adjusted by the National Geodetic Survey in August 1993.
 CG0946
 CG0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0946
 CG0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0946
 CG0946.The geoid height was determined by GEOID03.
 CG0946
 CG0946;                    North         East     Units Scale Factor Converg.
 CG0946;SPC AZ E     -   102,258.239   223,439.958   MT  0.99990125   +0 03 22.9
 CG0946;SPC AZ E     -   335,492.91    733,070.73   iFT  0.99990125   +0 03 22.9
 CG0946;UTM  12      - 3,532,209.949   588,857.787   MT  0.99969737   +0 29 49.3
 CG0946
 CG0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0946!SPC AZ E     -   0.99975979  x   0.99990125  =   0.99966106
 CG0946!UTM  12      -   0.99975979  x   0.99969737  =   0.99945723
 CG0946
 CG0946|---------------------------------------------------------------------|
 CG0946| PID    Reference Object                     Distance      Geod. Az  |
 CG0946|                                                           dddmmss.s |
 CG0946| CC6987 NACHEE RM 1                           6.705 METERS 01558     |
 CG0946| CC6988 NACHEE RM 2                           9.065 METERS 12101     |
 CG0946| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX.19.3 KM 2045029.3 |
 CG0946| CC6986 NACHEE AZ MK                                       2745116.9 |
 CG0946| CZ1797 PHOENIX EL PASO AWY BCN T 1         APPROX.35.5 KM 2933134.5 |
 CG0946| CC7290 DRILL MARK                            5.758 METERS 35135     |
 CG0946|---------------------------------------------------------------------|
 CG0946
 CG0946                          SUPERSEDED SURVEY CONTROL
 CG0946
 CG0946  NAD 83(1986)-  31 55 20.31488(N)    110 03 36.25596(W) AD(       ) 2
 CG0946  NAD 27      -  31 55 20.00510(N)    110 03 34.00360(W) AD(       ) 2
 CG0946  NGVD 29 (07/19/86) 1556.7    (m)         5107.     (f) VERT ANG    3  
 CG0946
 CG0946.Superseded values are not recommended for survey control.
 CG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0946.See file dsdata.txt to determine how the superseded data were derived.
 CG0946
 CG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8885832210(NAD 83)
 CG0946_MARKER: DS = TRIANGULATION STATION DISK
 CG0946_SETTING: 66 = SET IN ROCK OUTCROP
 CG0946
 CG0946  HISTORY     - Date     Condition        Report By
 CG0946  HISTORY     - 1946     MONUMENTED       CGS
 CG0946  HISTORY     - 1960     GOOD             CGS
 CG0946
 CG0946                          STATION DESCRIPTION
 CG0946
 CG0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0946'THE STATION IS LOCATED ON A LONE HILL THAT PROJECTS ABOUT 200
 CG0946'FEET FROM THE SURROUNDING GROUND.  IT IS LOCATED BY APPROXIMATE
 CG0946'AIRLINE DISTANCES AT 14-1/2 MILES N OF TOMBSTONE AND 1-1/2
 CG0946'MILES WNW OF THE BOQUILLAS RANCH WHICH IS SHOWN ON U.S. GEOLOGICAL
 CG0946'SURVEY CHARTS AS HORSE RANCH.
 CG0946'
 CG0946'TO REACH FROM THE NEW MORMAN CHURCH IN ST. DAVID, GO 0.1 MILE
 CG0946'E ON U.S. HIGHWAY 80 TO DIRT ROAD ON LEFT AT THE W END OF THE
 CG0946'SCHOOLYARD.  HERE TURN LEFT, OR N, AND FOLLOW GRADED ROAD FOR 0.7
 CG0946'MILE TO SIDE ROAD LEFT AND CATTLE GUARD.  KEEP STRAIGHT AHEAD,
 CG0946'CROSSING CATTLE GUARD, AND GO 0.3 MILE ON MAIN TRAVELED ROAD TO A
 CG0946'FORK.  THIS POINT IS JUST BEFORE REACHING RANCH AND WINDMILL.
 CG0946'TAKE RIGHT FORK, KEEPING TO THE RIGHT OF WINDMILL AND GO 0.05
 CG0946'MILE TO WIRE GATE IN CORRAL.  PASS THROUGH GATE AND TURN RIGHT
 CG0946'ALONG FENCE LINE AND GO 5.0 MILES ON MAIN TRAVELED ROAD TO A
 CG0946'CATTLE GUARD.  CROSS AND CONTINUE FOR 3.9 MILES TO AZIMUTH
 CG0946'MARK ON LEFT AT TANK AND WINDMILL.  CONTINUE FOR 0.8 MILE THEN
 CG0946'TURN RIGHT, S, AND GO CROSS COUNTRY FOR ABOUT 0.3 MILE TO
 CG0946'BASE OF HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK UP TO
 CG0946'HIGHEST POINT AND STATION SITE.
 CG0946'
 CG0946'THE STATION MARK IS A BRONZE STATION DISK, STAMPED NACHEE 1946,
 CG0946'AND SET IN A DRILL HOLE (FLUSH) IN OUTCROPPING BEDROCK THAT
 CG0946'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CG0946'APPROXIMATELY 20 FEET S OF THE HIGHEST POINT.
 CG0946'
 CG0946'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NACHEE
 CG0946'NO 1 1946, AND SET IN A DRILL HOLE (FLUSH) IN OUTCROPPING
 CG0946'BEDROCK THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT
 CG0946'1 FOOT HIGHER THAN STATION.
 CG0946'
 CG0946'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED NACHEE
 CG0946'NO 2 1946, AND SET IN A DRILL HOLE (FLUSH) IN OUTCROPPING BEDROCK
 CG0946'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 30
 CG0946'INCHES LOWER THAN STATION.
 CG0946'
 CG0946'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 CG0946
 CG0946                          STATION RECOVERY (1960)
 CG0946
 CG0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0946'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CG0946'
 CG0946'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID, GO EAST ON
 CG0946'U.S. HIGHWAY 80 FOR 0.05 MILE TO A PAVED ROAD LEFT AT THE WEST
 CG0946'END OF THE SCHOOLYARD, TURN LEFT AND GO NORTH FOR 0.7 TO A CATTLE
 CG0946'GUARD, CROSS THE CATTLE GUARD AND FOLLOW THE MAIN ROAD TURNING
 CG0946'EASTERLY FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.05
 CG0946'TO A FORK.  TURN RIGHT AND CONTINUE EASTERLY UP THE FACE OF THE
 CG0946'BLUFFS, FOLLOWING THE GRADED ROAD THAT WINDS ALONG THE TOP OF
 CG0946'THE BLUFFS FOR 4.5 MILES TO A METAL GATE IN A NORTH-SOUTH FENCE.
 CG0946'GO THROUGH THE GATE AND CONTINUE EASTERLY FOR 3.9 MILES TO A
 CG0946'WATER TANK AND THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 CG0946'IS ON THE SOUTH SIDE OF THE WATER TANK, WHICH IS AN IRON
 CG0946'STRUCTURE ABOUT 20 FEET IN DIAMETER AND 5 FEET HIGH SET ON
 CG0946'A CONCRETE BASE.  CONTINUE EASTERLY FOR 0.8 MILE, TURN RIGHT AND
 CG0946'GO CROSSCOUNTRY FOR ABOUT 0.3 MILE TO THE BASE OF THE HILL
 CG0946'AND THE END OF TRUCK TRAVEL.  PACK EASTERLY FOR ABOUT 15
 CG0946'MINUTES TO THE TOP OF THE HILL AND THE STATION.
 CG0946'
 CG0946'THE STATION IS A STANDARD DISK STAMPED NACHEE 1946, SET IN A
 CG0946'DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.  IT IS ABOUT 20
 CG0946'FEET SOUTH OF THE HIGHEST POINT.
 CG0946'
 CG0946'R.M. 1 IS A STANDARD DISK STAMPED NACHEE NO 1 1946, SET IN A DRILL
 CG0946'HOLE IN BEDROCK THAT PROJECTS 5 INCHES AND IS ABOUT 1 FOOT HIGHER
 CG0946'THAN THE STATION MARK.
 CG0946'
 CG0946'R.M. 2 IS A STANDARD DISK STAMPED NACHEE NO 2 1946, SET IN A
 CG0946'DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES AND IS ABOUT 30
 CG0946'INCHES LOWER THAN THE STATION MARK.
 CG0946'
 CG0946'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NACHEE 1946, SET IN
 CG0946'A DRILL HOLE IN THE CONCRETE APRON OF THE FOUNDATION OF THE WATER
 CG0946'TANK AND IS 9 INCHES SOUTH OF THE WALL OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0384 ***********************************************************************
 CF0384  DESIGNATION -  NACO
 CF0384  PID         -  CF0384
 CF0384  STATE/COUNTY-  AZ/COCHISE
 CF0384  USGS QUAD   -  BISBEE (1978)
 CF0384
 CF0384                         *CURRENT SURVEY CONTROL
 CF0384  ___________________________________________________________________
 CF0384* NAD 83(1992)-  31 22 39.57138(N)    109 58 23.59470(W)     ADJUSTED  
 CF0384* NAVD 88     -      1515.2    (meters)    4971.     (feet)  VERTCON   
 CF0384  ___________________________________________________________________
 CF0384  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CF0384  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CF0384  HORZ ORDER  -  SECOND
 CF0384
 CF0384.The horizontal coordinates were established by classical geodetic methods
 CF0384.and adjusted by the National Geodetic Survey in August 1993.
 CF0384
 CF0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0384
 CF0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0384
 CF0384.The geoid height was determined by GEOID03.
 CF0384
 CF0384;                    North         East     Units Scale Factor Converg.
 CF0384;SPC AZ E     -    41,884.034   231,759.875   MT  0.99990417   +0 06 02.6
 CF0384;SPC AZ E     -   137,414.81    760,367.04   iFT  0.99990417   +0 06 02.6
 CF0384;UTM  12      - 3,471,912.781   597,636.548   MT  0.99971758   +0 32 04.8
 CF0384
 CF0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0384!SPC AZ E     -   0.99976647  x   0.99990417  =   0.99967066
 CF0384!UTM  12      -   0.99976647  x   0.99971758  =   0.99948412
 CF0384
 CF0384|---------------------------------------------------------------------|
 CF0384| PID    Reference Object                     Distance      Geod. Az  |
 CF0384|                                                           dddmmss.s |
 CF0384| CS5430 NACO RM 1                            10.558 METERS 07750     |
 CF0384| CS5431 NACO RM 2                            11.258 METERS 15814     |
 CF0384|---------------------------------------------------------------------|
 CF0384
 CF0384                          SUPERSEDED SURVEY CONTROL
 CF0384
 CF0384  NAD 83(1986)-  31 22 39.56463(N)    109 58 23.58346(W) AD(       ) 2
 CF0384  NGVD 29 (03/13/91) 1514.3    (m)         4968.     (f) VERT ANG    3  
 CF0384
 CF0384.Superseded values are not recommended for survey control.
 CF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0384.See file dsdata.txt to determine how the superseded data were derived.
 CF0384
 CF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV9763771913(NAD 83)
 CF0384_MARKER: DS = TRIANGULATION STATION DISK
 CF0384_SETTING: 66 = SET IN ROCK OUTCROP
 CF0384_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0384+STABILITY: POSITION/ELEVATION WELL
 CF0384
 CF0384  HISTORY     - Date     Condition        Report By
 CF0384  HISTORY     - 1982     MONUMENTED       AZDT
 CF0384
 CF0384                          STATION DESCRIPTION
 CF0384
 CF0384'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0384'THE STATION IS LOCATED 5.5 MILES SOUTHWEST OF BISBEE ON TOP OF THE
 CF0384'HIGHEST 1 OF 2 GREY HILLS THAT LIE JUST NORTH OF STATE ROUTE 92.
 CF0384'
 CF0384'THE STATION MARK IS AN ADOT DISK STAMPED---NACO 1982---SET IN A
 CF0384'DRILL HOLE IN ROCK 10 FEET SOUTH OF THE WITNESS POST.
 CF0384'
 CF0384'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---NACO RM 1 1982---SET
 CF0384'IN A DRILL HOLE IN ROCK.
 CF0384'
 CF0384'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---NACO RM 2 1982---SET
 CF0384'IN A DRILL HOLE IN ROCK.
 CF0384'
 CF0384'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE TRAVEL SOUTHEAST
 CF0384'ALONG STATE ROUTE 92 FOR 2.95 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 CF0384'PASSING THROUGH A GATE FOR 0.35 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 CF0384'AND TRAVEL SOUTH FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  PACK
 CF0384'SOUTHWEST UP THE RIDGE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2050 ***********************************************************************
 DV2050  DESIGNATION -  NADA
 DV2050  PID         -  DV2050
 DV2050  STATE/COUNTY-  AZ/MARICOPA
 DV2050  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2050
 DV2050                         *CURRENT SURVEY CONTROL
 DV2050  ___________________________________________________________________
 DV2050* NAD 83(1992)-  33 48 12.15433(N)    112 28 55.37078(W)     ADJUSTED  
 DV2050* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 DV2050  ___________________________________________________________________
 DV2050  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DV2050  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV2050  HORZ ORDER  -  FIRST
 DV2050
 DV2050.The horizontal coordinates were established by classical geodetic methods
 DV2050.and adjusted by the National Geodetic Survey in August 1993.
 DV2050
 DV2050.The orthometric height was scaled from a topographic map.
 DV2050
 DV2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2050
 DV2050.The geoid height was determined by GEOID03.
 DV2050
 DV2050;                    North         East     Units Scale Factor Converg.
 DV2050;SPC AZ C     -   310,990.093   161,012.288   MT  0.99993377   -0 18 52.4
 DV2050;SPC AZ C     - 1,020,308.70    528,255.54   iFT  0.99993377   -0 18 52.4
 DV2050;UTM  12      - 3,741,342.294   362,815.721   MT  0.99983200   -0 49 28.8
 DV2050
 DV2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2050!SPC AZ C     -   0.99991932  x   0.99993377  =   0.99985310
 DV2050!UTM  12      -   0.99991932  x   0.99983200  =   0.99975134
 DV2050
 DV2050|---------------------------------------------------------------------|
 DV2050| PID    Reference Object                     Distance      Geod. Az  |
 DV2050|                                                           dddmmss.s |
 DV2050| DV2051 T5N R2W SECS 4 5 1/4 COR             69.769 METERS 01839     |
 DV2050| CH5979 NADA RM 1                                          16758     |
 DV2050| CH5978 NADA AZ MK                                         2121538.0 |
 DV2050|---------------------------------------------------------------------|
 DV2050
 DV2050                          SUPERSEDED SURVEY CONTROL
 DV2050
 DV2050  NAD 83(1986)-  33 48 12.15095(N)    112 28 55.37526(W) AD(       ) 1
 DV2050  NAD 27      -  33 48 12.02900(N)    112 28 52.75900(W) AD(       ) 1
 DV2050
 DV2050.Superseded values are not recommended for survey control.
 DV2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2050.See file dsdata.txt to determine how the superseded data were derived.
 DV2050
 DV2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6281641342(NAD 83)
 DV2050_MARKER: DS = TRIANGULATION STATION DISK
 DV2050_SETTING: 80 = SET IN A BOULDER
 DV2050_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV2050
 DV2050  HISTORY     - Date     Condition        Report By
 DV2050  HISTORY     - 1924     MONUMENTED       CGS
 DV2050  HISTORY     - 1947     GOOD             CGS
 DV2050  HISTORY     - 1948     GOOD             CGS
 DV2050
 DV2050                          STATION DESCRIPTION
 DV2050
 DV2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2050'ABOUT 3 MILES EAST AND 2 MILES NORTH OF NADA, A STATION ON
 DV2050'THE SANTA FE RAILROAD BETWEEN PHOENIX AND HOT SPRINGS JUNCTION,
 DV2050'IN GREASEWOOD DESERT AND 10 YARDS SOUTHEAST OF A DIM WAGON
 DV2050'TRAIL.  MARKED BY A STANDARD BRONZE DISK SET IN A BURIED
 DV2050'BOULDER.  GENERAL LAND OFFICE 1/4 SEC. CORNER, SECS. 4 AND 5,
 DV2050'T. 5 N., R. 2 W., IS IN AZIMUTH.
 DV2050
 DV2050                          STATION RECOVERY (1947)
 DV2050
 DV2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2050'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 DV2050'COMPLETE AND NEW DESCRIPTION FOLLOWS WITH THE FOLLOWING
 DV2050'ADDITIONS NOTED.  ONE REFERENCE MARK AND AN AZIMUTH MARK HAVE
 DV2050'BEEN ESTABLISHED.
 DV2050'
 DV2050'LOCATED IN FLAT BRUSH COVERED DESERT LAND ABOUT 3 MILES NORTHEAST
 DV2050'OF WITTMANN.  IT IS 15.5 FEET EAST OF THE CENTER LINE OF A TRACK
 DV2050'ROAD, 7.5 FEET SOUTH OF A WITNESS POST AND 100 FEET WEST OF A
 DV2050'WASH.  IT IS STAMPED NADA 1924 AND PROJECTS 3 INCHES.
 DV2050'
 DV2050'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO A 3 INCH
 DV2050'IRON PIPE PROJECTING 6 INCHES.  IT IS 52 FEET EAST OF THE CENTER
 DV2050'LINE OF A TRACK ROAD AND IT IS STAMPED NADA NO 1 1947.
 DV2050'
 DV2050'THE AZIMUTH MARK IS LOCATED 18 FEET WEST OF THE CENTER LINE
 DV2050'OF A TRACK ROAD.  IT IS A STANDARD DISK BRAZED TO A 4 INCH
 DV2050'IRON PIPE PROJECTING 10 INCHES.  IT IS STAMPED NADA 1947.
 DV2050'
 DV2050'LOCATED NORTH NORTHEAST OF THE STATION IS A G.L.O. MARK.  IT
 DV2050'IS 75 FEET WEST OF A WASH AND 70 FEET NORTHWEST OF THE CENTER
 DV2050'LINE OF A TRACK ROAD.  IT IS STAMPED 1/4 S5 S4 T5N R2W
 DV2050'1916 AND PROJECTS 12 INCHES.
 DV2050'
 DV2050'TO REACH THE STATION FROM THE POST OFFICE IN WITTMANN, GO
 DV2050'NORTHWEST ON U.S. HIGHWAYS 60, 70 AND 89 FOR 0.1 MILE TO A
 DV2050'CROSSROADS.  TURN RIGHT 0.35 MILE TO THREE FORKS AT THE NORTH
 DV2050'END OF THE NADABURG SCHOOL GROUNDS.  TAKE RIGHT FORK 1.10 MILES
 DV2050'TO A FORK.  TAKE LEFT FORK 0.65 MILE TO A BRUSHED OUT SECTION
 DV2050'LINE.  CONTINUE MAIN TRAVELED ROAD 0.65 TO A DIM TRACK ROAD ON
 DV2050'THE RIGHT.  TAKE DIM ROAD 0.3 MILE TO A WASH WHERE THE ROAD
 DV2050'PASSES BETWEEN TWO MESQUITE TREES.  CONTINUE 0.1 MILE TO THE
 DV2050'AZIMUTH ON THE LEFT.  CONTINUE 0.35 MILE TO THE STATION ON
 DV2050'THE RIGHT.
 DV2050'
 DV2050'MARKS WERE NOT MEASURED TO OR OBSERVED ON IN 1947.
 DV2050
 DV2050                          STATION RECOVERY (1948)
 DV2050
 DV2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2050'STATION RECOVERED AND FOUND IN GOOD CONDITION.  ONE NEW
 DV2050'REFERENCE MARK AND AN AZIMUTH MARK HAVE BEEN SET, ALSO A TIE
 DV2050'WAS MADE TO A GENERAL LAND OFFICE MARK.
 DV2050'
 DV2050'STATION LOCATED IN FLAT BRUSH COVERED DESERT LAND ABOUT 3
 DV2050'MILES AIRLINE NORTHEAST OF WITTMAN, 15-1/2 FEET EAST OF THE
 DV2050'CENTER OF TRACK ROAD, 7-1/2 FEET SOUTH OF A WITNESS POST AND
 DV2050'100 FEET WEST OF A WASH, PROJECTS 3 INCHES,
 DV2050'AND STAMPED, NADA 1924.
 DV2050'
 DV2050'REFERENCE MARK NO. 1 IS A BRONZE DISK BRAZED TO A 3 INCH IRON
 DV2050'PIPE PROJECTING 6 INCHES, APPROXIMATELY 52 FEET EAST OF THE
 DV2050'CENTER LINE OF TRACK ROAD AND STAMPED, NADA NO 1 1947.
 DV2050'
 DV2050'REFERENCE MARK NO. 2 IS A GENERAL LAND OFFICE MARK SECURED TO
 DV2050'A 1 INCH IRON PIPE PROJECTING 12 INCHES, APPROXIMATELY 75 FEET
 DV2050'WEST OF A WASH, 70 FEET NORTHWEST OF THE CENTERLINE OF TRACK
 DV2050'ROAD, AND STAMPED, 1/4 S5 S4 1916.
 DV2050'
 DV2050'AZIMUTH MARK IS A BRONZE DISK BRAZED TO A 3-INCH IRON PIPE
 DV2050'PROJECTING 10 INCHES, 18 FEET WEST OF CENTERLINE OF TRACK
 DV2050'ROAD, AND STAMPED, NADA 1947.
 DV2050'
 DV2050'TO REACH FROM POST OFFICE IN WITTMAN, GO NORTHWEST ON U.S.
 DV2050'HIGHWAYS 60, 70 AND 89 FOR 0.1 MILE TO SIDE ROAD RIGHT.  TURN
 DV2050'RIGHT, ACROSS RAILROAD TRACKS, AND GO 0.35 MILE TO THREE FORKS
 DV2050'AT NORTH END OF THE NADABURG SCHOOL GROUNDS.  TAKE EXTREME
 DV2050'RIGHT FORK AND GO 0.75 MILE TO FORKS.  TAKE RIGHT FORK, STRAIGHT
 DV2050'AHEAD, AND GO 0.35 MILE TO FORKS.  TAKE LEFT FORK AND GO 0.6
 DV2050'MILE TO BRUSHED OUT SECTION LINE.  CONTINUE STRAIGHT AHEAD
 DV2050'FOR 0.6 MILE TO DIM TRACK ROAD ON RIGHT.  TURN RIGHT ONTO
 DV2050'DIM TRACK ROAD AND GO 0.35 MILE TO A WASH AND WHERE ROAD
 DV2050'PASSES BETWEEN TWO MESQUITE TREES.  CONTINUE FOR 0.1 MILE TO
 DV2050'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE FOR 0.35
 DV2050'MILE TO STATION ON RIGHT AS DESCRIBED ABOVE.  A DRIVE
 DV2050'STATION.
 DV2050'
 DV2050'OBSERVATIONS MADE FROM A 1.24 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2171 ***********************************************************************
 DV2171  DESIGNATION -  NADA SCHOOLHOUSE
 DV2171  PID         -  DV2171
 DV2171  STATE/COUNTY-  AZ/MARICOPA
 DV2171  USGS QUAD   -  WITTMANN (1981)
 DV2171
 DV2171                         *CURRENT SURVEY CONTROL
 DV2171  ___________________________________________________________________
 DV2171* NAD 83(1992)-  33 46 53.11863(N)    112 31 31.55138(W)     ADJUSTED  
 DV2171* NAVD 88     -              **(meters)            **(feet)            
 DV2171  ___________________________________________________________________
 DV2171  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DV2171  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV2171  HORZ ORDER  -  THIRD
 DV2171
 DV2171.The horizontal coordinates were established by classical geodetic methods
 DV2171.and adjusted by the National Geodetic Survey in August 1993.
 DV2171
 DV2171
 DV2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2171
 DV2171.The geoid height was determined by GEOID03.
 DV2171
 DV2171;                    North         East     Units Scale Factor Converg.
 DV2171;SPC AZ C     -   308,578.035   156,981.033   MT  0.99993917   -0 20 18.6
 DV2171;SPC AZ C     - 1,012,395.13    515,029.64   iFT  0.99993917   -0 20 18.6
 DV2171;UTM  12      - 3,738,966.443   358,763.552   MT  0.99984591   -0 50 54.0
 DV2171
 DV2171                          SUPERSEDED SURVEY CONTROL
 DV2171
 DV2171  NAD 83(1986)-  33 46 53.11497(N)    112 31 31.55672(W) AD(       ) 4
 DV2171  NAD 27      -  33 46 53.00000(N)    112 31 28.94000(W) AD(       ) 3
 DV2171
 DV2171.Superseded values are not recommended for survey control.
 DV2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2171.See file dsdata.txt to determine how the superseded data were derived.
 DV2171
 DV2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5876438966(NAD 83)
 DV2171
 DV2171  HISTORY     - Date     Condition        Report By
 DV2171  HISTORY     - UNK      MONUMENTED
 DV2171  HISTORY     - 1944     SEE DESCRIPTION  CGS
 DV2171
 DV2171                          STATION DESCRIPTION
 DV2171
 DV2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 DV2171'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2249 ***********************************************************************
 DU2249  DESIGNATION -  NALD
 DU2249  PID         -  DU2249
 DU2249  STATE/COUNTY-  AZ/MARICOPA
 DU2249  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2249
 DU2249                         *CURRENT SURVEY CONTROL
 DU2249  ___________________________________________________________________
 DU2249* NAD 83(2007)-  33 31 23.53870(N)    111 53 30.25297(W)     ADJUSTED  
 DU2249* NAVD 88     -       386.8    (meters)    1269.     (feet)  VERTCON   
 DU2249  ___________________________________________________________________
 DU2249  EPOCH DATE  -        2007.00
 DU2249  X           -  -1,984,681.741 (meters)                     COMP
 DU2249  Y           -  -4,939,109.057 (meters)                     COMP
 DU2249  Z           -   3,502,677.621 (meters)                     COMP
 DU2249  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DU2249  ELLIP HEIGHT-         357.411 (meters)          (02/10/07) ADJUSTED
 DU2249  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2249
 DU2249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2249  Type    PID    Designation                      North   East  Ellip
 DU2249  -------------------------------------------------------------------
 DU2249  NETWORK DU2249 NALD                              5.08   3.74  11.05
 DU2249  -------------------------------------------------------------------
 DU2249
 DU2249.The horizontal coordinates were established by GPS observations
 DU2249.and adjusted by the National Geodetic Survey in February 2007.
 DU2249
 DU2249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2249.The horizontal coordinates are valid at the epoch date displayed above.
 DU2249.The epoch date for horizontal control is a decimal equivalence
 DU2249.of Year/Month/Day.
 DU2249
 DU2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2249
 DU2249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2249
 DU2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2249
 DU2249.The ellipsoidal height was determined by GPS observations
 DU2249.and is referenced to NAD 83.
 DU2249
 DU2249.The geoid height was determined by GEOID03.
 DU2249
 DU2249;                    North         East     Units Scale Factor Converg.
 DU2249;SPC AZ C     -   279,774.248   215,675.684   MT  0.99990007   +0 00 49.6
 DU2249;SPC AZ C     -   917,894.51    707,597.39   iFT  0.99990007   +0 00 49.6
 DU2249;UTM  12      - 3,709,647.869   417,191.473   MT  0.99968454   -0 29 33.0
 DU2249
 DU2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2249!SPC AZ C     -   0.99994389  x   0.99990007  =   0.99984397
 DU2249!UTM  12      -   0.99994389  x   0.99968454  =   0.99962845
 DU2249
 DU2249                          SUPERSEDED SURVEY CONTROL
 DU2249
 DU2249  ELLIP H (06/11/02)  357.462  (m)                       GP(       ) 4 2
 DU2249  NAD 83(1992)-  33 31 23.53755(N)    111 53 30.25165(W) AD(       ) 1
 DU2249  ELLIP H (08/23/93)  357.548  (m)                       GP(       ) 4 2
 DU2249  NAD 83(1986)-  33 31 23.53132(N)    111 53 30.25696(W) AD(       ) 1
 DU2249  NGVD 29 (09/11/89)  386.3    (m)         1267.     (f) GPS OBS     3  
 DU2249
 DU2249.Superseded values are not recommended for survey control.
 DU2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2249.See file dsdata.txt to determine how the superseded data were derived.
 DU2249
 DU2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1719109648(NAD 83)
 DU2249_MARKER: I = METAL ROD
 DU2249_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU2249_SP_SET: OBJECT DRIVEN INTO GROUND
 DU2249_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2249+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2249
 DU2249  HISTORY     - Date     Condition        Report By
 DU2249  HISTORY     - 1986     MONUMENTED       AZDT
 DU2249  HISTORY     - 19980321 GOOD             USPSQD
 DU2249  HISTORY     - 20070126 MARK NOT FOUND   GEOCAC
 DU2249  HISTORY     - 20070628 MARK NOT FOUND   GEOCAC
 DU2249
 DU2249                          STATION DESCRIPTION
 DU2249
 DU2249'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2249'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF
 DU2249'SCOTTSDALE, ARIZONA.
 DU2249'
 DU2249'TO REACH THE STATION FROM THE INTERSECTION OF MCDOWELL ROAD AND
 DU2249'PIMA ROAD, GO NORTH ON PIMA ROAD FOR 4.9 KM (3.0 MI) TO THE
 DU2249'INTERSECTION OF PIMA ROAD AND CHAPARRAL ROAD, CONTINUE NORTH ON
 DU2249'PIMA ROAD FOR 1.46 KM (0.9 MI) TO THE STATION ON THE LEFT.
 DU2249'
 DU2249'THE STATION IS A 5/8 INCH REBAR WITH A PUNCH MARK IN A WHITE
 DU2249'PAINTED CIRCLE FLUSH WITH THE GROUND.  LOCATED
 DU2249'76.2 METERS (250 FT) SOUTH FROM THE CENTERLINE OF MACDONALD DRIVE,
 DU2249'17.8 METERS (58.4 FT) WEST FROM THE CENTERLINE OF PIMA ROAD,
 DU2249'11.4 METERS (37.4 FT) NORTH FROM THE CENTERLINE OF PALO VERDE DRIVE,
 DU2249'22.71 METERS (74.5 FT) NORTH FROM A LAMP POST.
 DU2249
 DU2249                          STATION RECOVERY (1998)
 DU2249
 DU2249'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU2249'RECOVERED IN GOOD CONDITION.
 DU2249
 DU2249                          STATION RECOVERY (2007)
 DU2249
 DU2249'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2249'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO A LANDSCAPED
 DU2249'AREA WEST OF A CONCRETE PATH THAT WAS PIMA ROAD BEFORE IT WAS
 DU2249'RE-ALIGNED.
 DU2249
 DU2249                          STATION RECOVERY (2007)
 DU2249
 DU2249'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2249'UNDOUBTEDLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0419 ***********************************************************************
 GQ0419  DESIGNATION -  NARROW
 GQ0419  PID         -  GQ0419
 GQ0419  STATE/COUNTY-  AZ/MOHAVE
 GQ0419  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0419
 GQ0419                         *CURRENT SURVEY CONTROL
 GQ0419  ___________________________________________________________________
 GQ0419* NAD 83(1992)-  36 55 10.47476(N)    113 51 18.45517(W)     ADJUSTED  
 GQ0419* NAVD 88     -       836.6    (meters)    2745.     (feet)  VERTCON   
 GQ0419  ___________________________________________________________________
 GQ0419  LAPLACE CORR-          13.81  (seconds)                    DEFLEC99
 GQ0419  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 GQ0419  HORZ ORDER  -  THIRD
 GQ0419
 GQ0419.The horizontal coordinates were established by classical geodetic methods
 GQ0419.and adjusted by the National Geodetic Survey in August 1993.
 GQ0419
 GQ0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0419
 GQ0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0419
 GQ0419.The geoid height was determined by GEOID03.
 GQ0419
 GQ0419;                    North         East     Units Scale Factor Converg.
 GQ0419;SPC AZ W     -   656,572.869   203,993.297   MT  0.99993441   -0 03 47.3
 GQ0419;SPC AZ W     - 2,154,110.46    669,269.35   iFT  0.99993441   -0 03 47.3
 GQ0419;SPC UT S     - 3,030,711.706   290,154.389   MT  1.00006421   -1 26 34.6
 GQ0419;UTM  12      - 4,089,759.130   245,665.219   MT  1.00039697   -1 42 57.5
 GQ0419
 GQ0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0419!SPC AZ W     -   0.99987270  x   0.99993441  =   0.99980712
 GQ0419!SPC UT S     -   0.99987270  x   1.00006421  =   0.99993690
 GQ0419!UTM  12      -   0.99987270  x   1.00039697  =   1.00026962
 GQ0419
 GQ0419|---------------------------------------------------------------------|
 GQ0419| PID    Reference Object                     Distance      Geod. Az  |
 GQ0419|                                                           dddmmss.s |
 GQ0419| CH3761 NARROW RM 1                           7.593 METERS 14024     |
 GQ0419| CH3762 NARROW RM 2                           7.787 METERS 22257     |
 GQ0419| CH3382 SM 9                                               2594346.4 |
 GQ0419|---------------------------------------------------------------------|
 GQ0419
 GQ0419                          SUPERSEDED SURVEY CONTROL
 GQ0419
 GQ0419  NAD 83(1986)-  36 55 10.47121(N)    113 51 18.45405(W) AD(       ) 3
 GQ0419  NAD 27      -  36 55 10.54740(N)    113 51 15.58670(W) AD(       ) 3
 GQ0419  NGVD 29 (07/19/86)  835.8    (m)         2742.     (f) VERT ANG    3  
 GQ0419
 GQ0419.Superseded values are not recommended for survey control.
 GQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0419.See file dsdata.txt to determine how the superseded data were derived.
 GQ0419
 GQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4566589759(NAD 83)
 GQ0419_MARKER: DS = TRIANGULATION STATION DISK
 GQ0419_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0419
 GQ0419  HISTORY     - Date     Condition        Report By
 GQ0419  HISTORY     - 1960     MONUMENTED       CGS
 GQ0419  HISTORY     - 1962     GOOD             CGS
 GQ0419
 GQ0419                          STATION DESCRIPTION
 GQ0419
 GQ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0419'STATION IS LOCATED ON A HIGH, PROMINENT BENCH ON THE SOUTH
 GQ0419'SIDE OF THE VIRGIN RIVER, AT A POINT WHERE THE RIVER MAKES A
 GQ0419'SHARP TURN TO THE SOUTH, ABOUT 5 MILES NORTHEAST OF LITTLEFIELD,
 GQ0419'IN THE SOUTH CENTRAL PART OF SECTION 30, R 14 W, T 41 N.
 GQ0419'
 GQ0419'REACHED FROM THE POST OFFICE IN LITTLEFIELD BY GOING SOUTH
 GQ0419'ON DIM TRACK ROAD, PASSING TO THE EAST OF A GREEN STUCCO HOUSE,
 GQ0419'FOR 1.0 MILE TO A GATE JUST AFTER FORDING THE VIRGIN RIVER, PASS
 GQ0419'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 1.7 MILES TO FORKS,
 GQ0419'TAKE RIGHT FORK AND CONTINUE ON TRACK ROAD SOUTHEASTERLY, FOR
 GQ0419'1.4 MILES TO END OF TRUCK TRAVEL AT AN IRRIGATION CANAL.  FROM
 GQ0419'HERE PACK EAST, ALONG THE TOP OF THE CANAL FOR ABOUT 5 MINUTES
 GQ0419'TO THE AZIMUTH MARK SET IN THE TOP OF THE BANK OF THE CANAL,
 GQ0419'CONTINUE PACKING EASTERLY FOR ABOUT 2 HOURS AND 15 MINUTES
 GQ0419'TO THE TOP OF THE FIRST HIGH BENCH AND STATION.
 GQ0419'
 GQ0419'STATION MARK IS A STANDARD DISK, STAMPED NARROW 1960, CEMENTED
 GQ0419'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND SURFACE.
 GQ0419'
 GQ0419'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NARROW NO 1 1960,
 GQ0419'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 GQ0419'GROUND SURFACE.
 GQ0419'
 GQ0419'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NARROW NO 2 1960,
 GQ0419'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GQ0419'
 GQ0419'SM 9 IS A FAIRCHILD AERIAL SURVEY MARKER, STAMPED BM 3 SM 9, SET
 GQ0419'IN THE TOP OF A 4-INCH, SQUARE, CONCRETE POST PROJECTING 6
 GQ0419'INCHES.  IT IS IN THE CENTER OF THE DIKE OF THE CANAL.
 GQ0419
 GQ0419                          STATION RECOVERY (1962)
 GQ0419
 GQ0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0419'STATION WAS RECOVERED AS DESCRIBED IN 1960 DESCRIPTION AND ALL
 GQ0419'MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE IN
 GQ0419'DIRECTION WAS FOUND TO R.M. NO. 1, A SECOND SET OF OBSERVATIONS
 GQ0419'WERE TAKEN AND THE RESULTS MEANED.  A SLIGHT DIFFERENCE WAS
 GQ0419'FOUND IN THE DISTANCE TO R.M. NO. 1.  A DIFFERENCE WAS ALSO
 GQ0419'FOUND IN DISTANCE TO R.M. NO. 2.  THE ORIGINAL 1960 DESCRIPTION
 GQ0419'IS ADEQUATE.  A NEW TO REACH FOLLOWS--
 GQ0419'
 GQ0419'TO REACH FROM FORKS JUST SOUTH OF SCHOOL HOUSE AND JUST
 GQ0419'EAST OF POST OFFICE IN LITTLEFIELD, TAKE LEFT FORK TOWARD RIVER
 GQ0419'FOR 0.05 MILE, TURN RIGHT PASSING TO THE LEFT OF A GREEN AND
 GQ0419'RED ROOFED BUILDING AND GO EASTERLY TOWARD RIVER THENCE SOUTHERLY
 GQ0419'ALONG WEST SIDE OF RIVER FOR 0.25 MILE TO FORK, TURN SHARP LEFT
 GQ0419'AND FORD RIVER IN A NORTHEASTERLY DIRECTION, AFTER FORDING
 GQ0419'RIVER KEEP RIGHT FORK OF ROAD AND GO 0.05 MILE TO GATE, PASS
 GQ0419'THROUGH GATE, TURN RIGHT AND GO SOUTH FOR 0.1 MILE, THENCE
 GQ0419'LEFT AND GO EAST FOR 0.1 MILE TO A GROUP OF COTTONWOOD TREES
 GQ0419'AND IRRIGATION DITCH, CROSS THE SMALL IRRIGATION DITCH AND
 GQ0419'GO EAST FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND GO
 GQ0419'EAST AND THEN SOUTHERLY ON DIM ROAD FOR 0.2 MILE TO TOP OF
 GQ0419'BENCH AND SMALL CAIRN ON LEFT, TURN LEFT AND FOLLOW THE
 GQ0419'DIM ROAD EAST AND NORTHEAST FOR 3.5 MILE TO STATION
 GQ0419'BEAVER 1960 ON LEFT ABOUT 0.05 MILE NORTH OF ROAD,
 GQ0419'CONTINUE EASTERLY ON TRACK ROAD FOR 0.8 MILE TO END OF
 GQ0419'TRUCK TRAVEL AT EDGE OF CANAL, FROM HERE PACK EASTERLY ALONG
 GQ0419'BANK OF CANAL FOR ABOUT 5 MINUTES TO THE AZIMUTH MARK,
 GQ0419'CONTINUE PACKING EASTERLY UP HILL FOR ABOUT 2 HOURS AND
 GQ0419'15 MINUTES TO FIRST HIGH BENCH AND STATION.
 GQ0419'
 GQ0419'STATION MARK AND REF MARKS ARE SET INTO A DRILL HOLE IN ROCK OUTCROP.
 GQ0419'
 GQ0419'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1228 ***********************************************************************
 CG1228  DESIGNATION -  NASA KPVLBA
 CG1228  PID         -  CG1228
 CG1228  STATE/COUNTY-  AZ/PIMA
 CG1228  USGS QUAD   -  KITT PEAK (1982)
 CG1228
 CG1228                         *CURRENT SURVEY CONTROL
 CG1228  ___________________________________________________________________
 CG1228* NAD 83(2007)-  31 57 17.88105(N)    111 36 46.82969(W)     ADJUSTED  
 CG1228* NAVD 88     -      1923.2    (meters)    6310.     (feet)  GPS OBS   
 CG1228  ___________________________________________________________________
 CG1228  EPOCH DATE  -        2007.00
 CG1228  X           -  -1,995,756.274 (meters)                     COMP
 CG1228  Y           -  -5,037,363.269 (meters)                     COMP
 CG1228  Z           -   3,357,197.538 (meters)                     COMP
 CG1228  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 CG1228  ELLIP HEIGHT-        1893.078 (meters)          (02/10/07) ADJUSTED
 CG1228  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CG1228
 CG1228  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1228  Type    PID    Designation                      North   East  Ellip
 CG1228  -------------------------------------------------------------------
 CG1228  NETWORK CG1228 NASA KPVLBA                       1.22   1.18   4.43
 CG1228  -------------------------------------------------------------------
 CG1228
 CG1228.The horizontal coordinates were established by GPS observations
 CG1228.and adjusted by the National Geodetic Survey in February 2007.
 CG1228
 CG1228.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1228.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1228.The horizontal coordinates are valid at the epoch date displayed above.
 CG1228.The epoch date for horizontal control is a decimal equivalence
 CG1228.of Year/Month/Day.
 CG1228
 CG1228.The orthometric height was determined by GPS observations and a
 CG1228.high-resolution geoid model.
 CG1228
 CG1228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1228
 CG1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1228
 CG1228.The ellipsoidal height was determined by GPS observations
 CG1228.and is referenced to NAD 83.
 CG1228
 CG1228.The geoid height was determined by GEOID03.
 CG1228
 CG1228;                    North         East     Units Scale Factor Converg.
 CG1228;SPC AZ C     -   105,914.228   242,064.842   MT  0.99991016   +0 09 38.6
 CG1228;SPC AZ C     -   347,487.62    794,175.99   iFT  0.99991016   +0 09 38.6
 CG1228;UTM  12      - 3,535,608.158   442,069.322   MT  0.99964139   -0 19 28.0
 CG1228
 CG1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1228!SPC AZ C     -   0.99970284  x   0.99991016  =   0.99961303
 CG1228!UTM  12      -   0.99970284  x   0.99964139  =   0.99934434
 CG1228
 CG1228                          SUPERSEDED SURVEY CONTROL
 CG1228
 CG1228  ELLIP H (11/21/00) 1893.098  (m)                       GP(       ) 3 1
 CG1228  NAD 83(1986)-  31 57 17.87408(N)    111 36 46.82739(W) AD(       ) B
 CG1228  NAD 83(1992)-  31 57 17.88004(N)    111 36 46.82831(W) AD(       ) A
 CG1228  ELLIP H (09/04/92) 1893.181  (m)                       GP(       ) 3 1
 CG1228
 CG1228.Superseded values are not recommended for survey control.
 CG1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1228.See file dsdata.txt to determine how the superseded data were derived.
 CG1228
 CG1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA4206935608(NAD 83)
 CG1228_MARKER: DH = HORIZONTAL CONTROL DISK
 CG1228_SETTING: 66 = SET IN ROCK OUTCROP
 CG1228_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG1228_STAMPING: NASA KPVLBA 1992
 CG1228_MARK LOGO: NGS   
 CG1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1228+STABILITY: POSITION/ELEVATION WELL
 CG1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1228+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CG1228
 CG1228  HISTORY     - Date     Condition        Report By
 CG1228  HISTORY     - 1992     MONUMENTED       NGS
 CG1228  HISTORY     - 19970306 GOOD             USPSQD
 CG1228
 CG1228                          STATION DESCRIPTION
 CG1228
 CG1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CG1228'THE STATION IS LOCATED ABOUT 56 KM (34.8 MI) SOUTHWEST OF TUSCON, 31
 CG1228'KM (19.3 MI) NORTHEAST OF SELLS, 5 KM (3.1 MI) SOUTH OF THE JUNCTION
 CG1228'OF STATE HIGHWAYS 86 AND 386, IN THE PAPAGO INDIAN RESERVATION, ON A
 CG1228'LOWER RIDGE OF KITT PEAK, IN A PICNIC AREA ADJACENT TO THE NATIONAL
 CG1228'RADIO ASTRONOMY OBSERVATORY VERY LONG BASELINE ARRAY ANTENNA. CONTACT
 CG1228'DEWEY ROSS, NRAO VLBA, 950 NORTH CHERRY AVENUE, NRAO CAMPUS BUILDING
 CG1228'65, TUSCON, AZ 85721.  PHONE 602-620-1145 OR 882-8250.
 CG1228'OWNERSHIP--ASSOCIATED UNIVERSITIES, INC, UNDER COOPERATIVE AGREEMENT
 CG1228'WITH THE NATIONAL SCIENCE FOUNDATION.
 CG1228'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 286 AT
 CG1228'THREE POINTS (ALSO CALLED ROBLES JUNCTION), ABOUT 35 KM (21.7 MI)
 CG1228'SOUTHWEST OF TUSCON, GO SOUTHWEST ON HIGHWAY 86 FOR ABOUT 27 KM
 CG1228'(16.8 MI) TO ITS JUNCTION WITH HIGHWAY 386 ON THE LEFT.  TURN LEFT,
 CG1228'SOUTH, ON HIGHWAY 386 FOR 0.51 KM (0.32 MI) TO THE GATE ACROSS THE
 CG1228'ROAD (CLOSED AT NIGHT AND DURING BAD WEATHER).  CONTINUE AHEAD ON
 CG1228'HIGHWAY 386 FOR 15.93 KM (9.90 MI) TO A PAVED ROAD LEFT AT SIGN
 CG1228'-SOUTHWEST RIDGE-. CONTINUE AHEAD ON HIGHWAY 386 FOR 0.47 KM
 CG1228'(0.29 MI) TO A PAVED ROAD LEFT WITH GATE AND SIGN -PICNIC AREA-.
 CG1228'TURN LEFT, WESTERLY, ON PAVED ROAD FOR 0.33 KM (0.21 MI) TO A
 CG1228'THREE-WAY FORK.  KEEP LEFT, SOUTHWEST, ON PAVED ROAD FOR 0.07 KM
 CG1228'(0.04 MI) TO THE STATION ON THE RIGHT.
 CG1228'THE STATION IS SET FLUSH IN A 4.5 M (14.8 FT) X 7 M (23.0 FT) FLAT
 CG1228'OUTCROP.  LOCATED 60.9 M (199.8 FT) SOUTH-SOUTHWEST OF THE WEST
 CG1228'CORNER OF A BATHROOM BUILDING, 21.9 M (71.9 FT) SOUTH-SOUTHEAST OF A
 CG1228'SUNKEN GARBAGE CAN LID, 20.6 M (67.6 FT) WEST OF A SUNKEN GARBAGE CAN
 CG1228'LID, 17.1 M (56.1 FT) EAST OF A SUNKEN GARBAGE CAN LID, 7.6 M
 CG1228'(24.9 FT) NORTH OF AND 1 M (3.3 FT) HIGHER THAN THE ROAD CENTER AND
 CG1228'2.2 M (7.2 FT) SOUTH OF THE NORTH END OF THE OUTCROP.
 CG1228'NOTE--IF STATION IS DRIVEN TO AT NIGHT, VEHICLE MUST BE DRIVEN WITH
 CG1228'PARKING LIGHTS ONLY (HEADLIGHTS DISTURB OPTICAL TELESCOPES ON TOP OF
 CG1228'MOUNTAIN).  CALL IN ADVANCE AS THERE IS A LOCKED GATE (AT NIGHT).
 CG1228'LOWER GATE IS OPEN 1000-1600 HOURS.
 CG1228
 CG1228                          STATION RECOVERY (1997)
 CG1228
 CG1228'RECOVERY NOTE BY US POWER SQUADRON 1997
 CG1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0498 ***********************************************************************
 CY0498  DESIGNATION -  NASH 2
 CY0498  PID         -  CY0498
 CY0498  STATE/COUNTY-  AZ/COCHISE
 CY0498  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0498
 CY0498                         *CURRENT SURVEY CONTROL
 CY0498  ___________________________________________________________________
 CY0498* NAD 83(1992)-  32 20 01.50296(N)    109 45 53.38350(W)     NO CHECK  
 CY0498* NAVD 88     -      1328.374  (meters)    4358.17   (feet)  ADJUSTED  
 CY0498  ___________________________________________________________________
 CY0498  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CY0498  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0498  DYNAMIC HT  -        1326.397 (meters)    4351.69  (feet)  COMP
 CY0498  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 CY0498
 CY0498  HORZ ORDER  -  THIRD
 CY0498  VERT ORDER  -  FIRST     CLASS II
 CY0498
 CY0498.The horizontal coordinates were established by classical geodetic methods
 CY0498.and adjusted by the National Geodetic Survey in August 1993.
 CY0498.No horizontal observational check was made to the station.
 CY0498
 CY0498.The orthometric height was determined by differential leveling
 CY0498.and adjusted in June 1991.
 CY0498
 CY0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0498
 CY0498.The geoid height was determined by GEOID03.
 CY0498
 CY0498.The dynamic height is computed by dividing the NAVD 88
 CY0498.geopotential number by the normal gravity value computed on the
 CY0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0498.degrees latitude (g = 980.6199 gals.).
 CY0498
 CY0498.The modeled gravity was interpolated from observed gravity values.
 CY0498
 CY0498;                    North         East     Units Scale Factor Converg.
 CY0498;SPC AZ E     -   147,943.814   251,189.090   MT  0.99991764   +0 12 53.7
 CY0498;SPC AZ E     -   485,379.97    824,111.19   iFT  0.99991764   +0 12 53.7
 CY0498;UTM  12      - 3,578,100.673   616,247.818   MT  0.99976664   +0 39 38.5
 CY0498
 CY0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0498!SPC AZ E     -   0.99979568  x   0.99991764  =   0.99971334
 CY0498!UTM  12      -   0.99979568  x   0.99976664  =   0.99956237
 CY0498
 CY0498|---------------------------------------------------------------------|
 CY0498| PID    Reference Object                     Distance      Geod. Az  |
 CY0498|                                                           dddmmss.s |
 CY0498| CY0499 NASH 2 RM 3                          10.517 METERS 04905     |
 CY0498| CY0421 RASO 2                              APPROX. 2.8 KM 0515705.9 |
 CY0498| CY0497 NASH                                 17.147 METERS 13640     |
 CY0498| CY0500 NASH 2 RM 4                           8.607 METERS 22845     |
 CY0498|---------------------------------------------------------------------|
 CY0498
 CY0498                          SUPERSEDED SURVEY CONTROL
 CY0498
 CY0498  NAD 83(1986)-  32 20 01.49778(N)    109 45 53.38021(W) AD(       ) 3
 CY0498  NAD 27      -  32 20 01.23646(N)    109 45 51.13212(W) AD(       ) 3
 CY0498  NGVD 29 (07/19/86) 1327.55   (m)         4355.5    (f) LEVELING    3  
 CY0498
 CY0498.Superseded values are not recommended for survey control.
 CY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0498.See file dsdata.txt to determine how the superseded data were derived.
 CY0498
 CY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1624878101(NAD 83)
 CY0498_MARKER: DR = REFERENCE MARK DISK
 CY0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0498_STAMPING: NASH 2 1974
 CY0498_PROJECTION: PROJECTING 2 CENTIMETERS
 CY0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0498+STABILITY: SURFACE MOTION
 CY0498
 CY0498  HISTORY     - Date     Condition        Report By
 CY0498  HISTORY     - 1974     MONUMENTED       NGS
 CY0498  HISTORY     - 1974     GOOD             NGS
 CY0498  HISTORY     - 1979     GOOD             NGS
 CY0498
 CY0498                          STATION DESCRIPTION
 CY0498
 CY0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CY0498'THE STATION IS LOCATED 6.9 MILES NORTHEAST OF WILLCOX ALONG THE NORTH
 CY0498'RIGHT OF WAY FOR INTERSTATE HIGHWAY 10.
 CY0498'
 CY0498'THE STATION MARK IS A STANDARD DISK STAMPED, NASH 2 1974.  IT IS SET
 CY0498'IN TOP OF A 14 INCH CONCRETE MONUMENT WHICH PROJECTS 2-1/2 INCHES.
 CY0498'IT IS 92 FEET SOUTHWEST OF THE EAST LEG OF A SIGN, ARIZONA BELL AND
 CY0498'1-1/2 FEET EAST OF THE RIGHT OF WAY FENCE LINE.
 CY0498'
 CY0498'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, NASH 2 NO 3 1974.  IT
 CY0498'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 10
 CY0498'INCHES.  IT IS 65 FEET SOUTHWEST OF THE SIGN BOARD AND 1 FOOT SOUTH
 CY0498'OF THE RIGHT OF WAY FENCE LINE.
 CY0498'
 CY0498'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, NASH 2 NO 4 1974.  IT IS
 CY0498'40 PACES SOUTHWEST OF THE SIGN BOARD AND 1 FOOT SOUTH OF THE RIGHT
 CY0498'OF WAY FENCE LINE.
 CY0498'
 CY0498'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH FOR
 CY0498'4.2 MILES ALONG HASKELL STREET TO INTERSTATE HIGHWAY 10.  GO
 CY0498'NORTHEAST ALONG I-10 FOR 2.9 MILES TO THE STATION ON THE LEFT.
 CY0498'THIS IS 1/4 MILE WEST OF A POWER LINE CROSSING.
 CY0498'
 CY0498'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY0498
 CY0498                          STATION RECOVERY (1974)
 CY0498
 CY0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CY0498'7.1 MI NE FROM WILLCOX.
 CY0498'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0498'TO INTERSTATE HIGHWAY 10, THENCE 2.9 MILES NORTHEAST ALONG I-10 TO THE
 CY0498'MARK ON THE NORTH SIDE OF THE HIGHWAY.  92 FEET SOUTHWEST OF SIGN,
 CY0498'ARIZONA BELL AND 1 1/2 FEET EAST OF THE RIGHT OF WAY FENCE LINE. SET
 CY0498'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 1/2 INCHES.
 CY0498
 CY0498                          STATION RECOVERY (1979)
 CY0498
 CY0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0498'10.5 KILOMETERS (6.5 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0498'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0498'SOUTHWEST OF A POWER LINE CROSSING THE HIGHWAY, 0.2 KILOMETER (0.1
 CY0498'MILE) NORTHEAST OF HIGHWAY MILE POST 347, 29.9 METERS (98 FEET)
 CY0498'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 54.8 METERS
 CY0498'(180 FEET) NORTHEAST OF THE THIRD POWER POLE SOUTHWEST OF THE POWER
 CY0498'LINE CROSSING, 22.9 METERS (75 FEET) SOUTHWEST OF A BRACED ANGLE
 CY0498'IRON FENCE POST IN THE RIGHT-OF-WAY FENCE AND 0.4 METER (1.4 FEET)
 CY0498'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0498'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 CY0498'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0499 ***********************************************************************
 CY0499  DESIGNATION -  NASH 2 RM 3
 CY0499  PID         -  CY0499
 CY0499  STATE/COUNTY-  AZ/COCHISE
 CY0499  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0499
 CY0499                         *CURRENT SURVEY CONTROL
 CY0499  ___________________________________________________________________
 CY0499* NAD 83(1986)-  32 20 01.     (N)    109 45 53.     (W)     SCALED    
 CY0499* NAVD 88     -      1328.47   (meters)    4358.5    (feet)  RESET     
 CY0499  ___________________________________________________________________
 CY0499  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0499  VERT ORDER  -  THIRD
 CY0499
 CY0499.The horizontal coordinates were scaled from a topographic map and have
 CY0499.an estimated accuracy of +/- 6 seconds.
 CY0499
 CY0499.The orthometric height was computed from unverified reset data.
 CY0499
 CY0499.The geoid height was determined by GEOID03.
 CY0499
 CY0499;                    North         East    Units  Estimated Accuracy
 CY0499;SPC AZ E     -   147,930.      251,200.      MT  (+/- 180 meters Scaled)
 CY0499
 CY0499                          SUPERSEDED SURVEY CONTROL
 CY0499
 CY0499.No superseded survey control is available for this station.
 CY0499
 CY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA162780(NAD 83)
 CY0499_MARKER: DR = REFERENCE MARK DISK
 CY0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0499_STAMPING: NASH 2 NO 3 1974
 CY0499_PROJECTION: PROJECTING
 CY0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0499+STABILITY: SURFACE MOTION
 CY0499
 CY0499  HISTORY     - Date     Condition        Report By
 CY0499  HISTORY     - 1974     MONUMENTED       NGS
 CY0499  HISTORY     - 1979     POOR             NGS
 CY0499
 CY0499                          STATION DESCRIPTION
 CY0499
 CY0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CY0499'7.1 MI NE FROM WILLCOX.
 CY0499'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0499'TO INTERSTATE HIGHWAY 10, THENCE 2.9 MILES NORTHEAST ALONG I-10 TO THE
 CY0499'MARK ON THE NORTH SIDE OF THE HIGHWAY.  65 FEET SOUTHWEST OF SIGN,
 CY0499'ARIZONA BELL AND 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE LINE. SET IN
 CY0499'TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
 CY0499
 CY0499                          STATION RECOVERY (1979)
 CY0499
 CY0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0499'THIS MARK IS LEANING AND CONCRETE IS CRACKING AWAY FROM THE DISK,
 CY0499'JUDGED UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0500 ***********************************************************************
 CY0500  DESIGNATION -  NASH 2 RM 4
 CY0500  PID         -  CY0500
 CY0500  STATE/COUNTY-  AZ/COCHISE
 CY0500  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0500
 CY0500                         *CURRENT SURVEY CONTROL
 CY0500  ___________________________________________________________________
 CY0500* NAD 83(1986)-  32 20 01.     (N)    109 45 53.     (W)     SCALED    
 CY0500* NAVD 88     -      1328.429  (meters)    4358.35   (feet)  ADJUSTED  
 CY0500  ___________________________________________________________________
 CY0500  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0500  DYNAMIC HT  -        1326.453 (meters)    4351.87  (feet)  COMP
 CY0500  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 CY0500
 CY0500  VERT ORDER  -  FIRST     CLASS II
 CY0500
 CY0500.The horizontal coordinates were scaled from a topographic map and have
 CY0500.an estimated accuracy of +/- 6 seconds.
 CY0500
 CY0500.The orthometric height was determined by differential leveling
 CY0500.and adjusted in June 1991.
 CY0500
 CY0500.The geoid height was determined by GEOID03.
 CY0500
 CY0500.The dynamic height is computed by dividing the NAVD 88
 CY0500.geopotential number by the normal gravity value computed on the
 CY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0500.degrees latitude (g = 980.6199 gals.).
 CY0500
 CY0500.The modeled gravity was interpolated from observed gravity values.
 CY0500
 CY0500;                    North         East    Units  Estimated Accuracy
 CY0500;SPC AZ E     -   147,930.      251,200.      MT  (+/- 180 meters Scaled)
 CY0500
 CY0500                          SUPERSEDED SURVEY CONTROL
 CY0500
 CY0500.No superseded survey control is available for this station.
 CY0500
 CY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA162780(NAD 83)
 CY0500_MARKER: DR = REFERENCE MARK DISK
 CY0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0500_STAMPING: NASH 2 NO 4 1974
 CY0500_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0500+STABILITY: SURFACE MOTION
 CY0500
 CY0500  HISTORY     - Date     Condition        Report By
 CY0500  HISTORY     - 1974     MONUMENTED       NGS
 CY0500  HISTORY     - 1979     GOOD             NGS
 CY0500
 CY0500                          STATION DESCRIPTION
 CY0500
 CY0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CY0500'7.1 MI NE FROM WILLCOX.
 CY0500'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0500'TO INTERSTATE HIGHWAY 10, THENCE 2.9 MILES NORTHEAST ALONG I-10 TO THE
 CY0500'MARK ON THE NORTH SIDE OF THE HIGHWAY.  40 PACES SOUTHWEST OF SIGN,
 CY0500'ARIZONA BELL AND 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE LINE. SET IN
 CY0500'TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CY0500
 CY0500                          STATION RECOVERY (1979)
 CY0500
 CY0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0500'10.5 KILOMETERS (6.5 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0500'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0500'SOUTHWEST OF A POWER LINE CROSSING THE HIGHWAY, 0.2 KILOMETER (0.1
 CY0500'MILE) NORTHEAST OF MILE POST 347, 30.2 METERS (99 FEET) NORTHWEST OF
 CY0500'THE CENTERLINE OF THE WESTBOUND LANES, 46.3 METERS (152 FEET)
 CY0500'NORTHEAST OF THE THIRD POWER POLE SOUTHWEST OF THE POWER LINE
 CY0500'CROSSING, 31.5 METERS (103.3 FEET) SOUTHWEST OF A BRACED ANGLE IRON
 CY0500'FENCE POST, 8.6 METERS (28.2 FEET) SOUTHWEST OF THE STATION MARK
 CY0500'AND 0.1 METER (0.3 FOOT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CY0500'THE MARK IS 7.9 METERS  SW FROM A WITNESS POST.
 CY0500'THE MARK IS 0.5 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2244 ***********************************************************************
 DV2244  DESIGNATION -  NAT
 DV2244  PID         -  DV2244
 DV2244  STATE/COUNTY-  AZ/MARICOPA
 DV2244  USGS QUAD   -  LONE BUTTE (1973)
 DV2244
 DV2244                         *CURRENT SURVEY CONTROL
 DV2244  ___________________________________________________________________
 DV2244* NAD 83(2007)-  33 17 30.41103(N)    112 06 04.13074(W)     ADJUSTED  
 DV2244* NAVD 88     -       352.9    (meters)    1158.     (feet)  VERTCON   
 DV2244  ___________________________________________________________________
 DV2244  EPOCH DATE  -        2007.00
 DV2244  X           -  -2,008,027.030 (meters)                     COMP
 DV2244  Y           -  -4,944,890.149 (meters)                     COMP
 DV2244  Z           -   3,481,230.696 (meters)                     COMP
 DV2244  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DV2244  ELLIP HEIGHT-         322.836 (meters)          (02/10/07) ADJUSTED
 DV2244  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV2244
 DV2244  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2244  Type    PID    Designation                      North   East  Ellip
 DV2244  -------------------------------------------------------------------
 DV2244  NETWORK DV2244 NAT                               2.06   1.47   3.51
 DV2244  -------------------------------------------------------------------
 DV2244
 DV2244.The horizontal coordinates were established by GPS observations
 DV2244.and adjusted by the National Geodetic Survey in February 2007.
 DV2244
 DV2244.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2244.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2244.The horizontal coordinates are valid at the epoch date displayed above.
 DV2244.The epoch date for horizontal control is a decimal equivalence
 DV2244.of Year/Month/Day.
 DV2244
 DV2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2244
 DV2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2244
 DV2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2244
 DV2244.The ellipsoidal height was determined by GPS observations
 DV2244.and is referenced to NAD 83.
 DV2244
 DV2244.The geoid height was determined by GEOID03.
 DV2244
 DV2244;                    North         East     Units Scale Factor Converg.
 DV2244;SPC AZ C     -   254,124.044   196,178.357   MT  0.99990364   -0 06 04.5
 DV2244;SPC AZ C     -   833,740.30    643,629.78   iFT  0.99990364   -0 06 04.5
 DV2244;UTM  12      - 3,684,175.383   397,472.782   MT  0.99972960   -0 36 16.1
 DV2244
 DV2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2244!SPC AZ C     -   0.99994932  x   0.99990364  =   0.99985296
 DV2244!UTM  12      -   0.99994932  x   0.99972960  =   0.99967893
 DV2244
 DV2244                          SUPERSEDED SURVEY CONTROL
 DV2244
 DV2244  ELLIP H (06/11/02)  322.863  (m)                       GP(       ) 4 2
 DV2244  NAD 83(1992)-  33 17 30.40982(N)    112 06 04.13091(W) AD(       ) 1
 DV2244  ELLIP H (08/23/93)  322.914  (m)                       GP(       ) 4 2
 DV2244  NAD 83(1986)-  33 17 30.40365(N)    112 06 04.13610(W) AD(       ) 1
 DV2244  NGVD 29 (09/11/89)  352.3    (m)         1156.     (f) GPS OBS     3  
 DV2244
 DV2244.Superseded values are not recommended for survey control.
 DV2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2244.See file dsdata.txt to determine how the superseded data were derived.
 DV2244
 DV2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9747384175(NAD 83)
 DV2244_MARKER: DD = SURVEY DISK
 DV2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2244+STABILITY: SURFACE MOTION
 DV2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2244+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2244
 DV2244  HISTORY     - Date     Condition        Report By
 DV2244  HISTORY     - 1986     MONUMENTED       AZDT
 DV2244  HISTORY     - 19980615 MARK NOT FOUND   AZDT
 DV2244  HISTORY     - 20051008 GOOD             USPSQD
 DV2244
 DV2244                          STATION DESCRIPTION
 DV2244
 DV2244'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2244'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF ST. JOHNS
 DV2244'INDIAN SCHOOL, AND ABOUT 17.0 KM (10.5 MI) SOUTH OF DOWNTOWN
 DV2244'PHOENIX, ARIZONA.
 DV2244'
 DV2244'TO REACH THE STATION FROM THE INTERSECTION OF 51ST AVENUE AND
 DV2244'DOBBINS ROAD IN THE CITY OF LAVEEN, GO SOUTH ON 51ST AVENUE FOR
 DV2244'7.78 KM (4.8 MI) TO A PAVED ROAD RIGHT (ST. JOHNS ROAD), CONTINUE
 DV2244'STRAIGHT AHEAD AND GO SOUTH FOR 0.32 KM (0.2 MI) TO ANOTHER PAVED
 DV2244'ROAD LEFT, TURN LEFT ON A PAVED ROAD (TURNING INTO A DIRT ROAD) AND
 DV2244'GO EAST FOR 3.4 KM (2.1 MI) TO A FOUR LEGGED HIGH LINE TOWER ON THE
 DV2244'LEFT, CONTINUE STRAIGHT AHEAD AND GO EAST ON THE DIRT ROAD FOR 3.4
 DV2244'KM (2.1 MI) TO A TRACK ROAD LEFT ABOUT 30 METERS (100 FEET) BEFORE
 DV2244'REACHING A NORTHBOUND DIKE, TURN LEFT (NORTH) THEN LEFT (WEST) AGAIN
 DV2244'ON A HIGH LINE ROAD FOR ABOUT 46 METERS (150 FT) TO A DIM TRACK ROAD
 DV2244'RIGHT JUST AFTER CROSSING A SMALL DRAIN, TURN RIGHT ON THE DIM TRACK
 DV2244'ROAD AND GO NORTHEAST FOR 0.13 KM (0.08 MI) TO THE STATION ON THE
 DV2244'RIGHT.
 DV2244'
 DV2244'THE STATION IS A STANDARD AGS DISK
 DV2244'STAMPED---NAT 1986---,
 DV2244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2244'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DV2244'1.22 METERS (4.0 FT) SOUTH FROM A WITNESS POST AND SIGN.
 DV2244'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2244'STAMPED---NAT 1986---,
 DV2244'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2244
 DV2244                          STATION RECOVERY (1998)
 DV2244
 DV2244'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DV2244'MARK NOT FOUND.
 DV2244
 DV2244                          STATION RECOVERY (2005)
 DV2244
 DV2244'RECOVERY NOTE BY US POWER SQUADRON 2005 (DA)
 DV2244'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1939 ***********************************************************************
 DU1939  DESIGNATION -  NATANES
 DU1939  PID         -  DU1939
 DU1939  STATE/COUNTY-  AZ/GILA
 DU1939  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU1939
 DU1939                         *CURRENT SURVEY CONTROL
 DU1939  ___________________________________________________________________
 DU1939* NAD 83(1992)-  33 33 40.75527(N)    110 07 44.67587(W)     ADJUSTED  
 DU1939* NAVD 88     -      2077.8    (meters)    6817.     (feet)  VERTCON   
 DU1939  ___________________________________________________________________
 DU1939  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 DU1939  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DU1939  HORZ ORDER  -  SECOND
 DU1939
 DU1939.The horizontal coordinates were established by classical geodetic methods
 DU1939.and adjusted by the National Geodetic Survey in August 1993.
 DU1939
 DU1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1939
 DU1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1939
 DU1939.The geoid height was determined by GEOID03.
 DU1939
 DU1939;                    North         East     Units Scale Factor Converg.
 DU1939;SPC AZ E     -   284,001.751   216,850.148   MT  0.99990015   +0 01 14.8
 DU1939;SPC AZ E     -   931,764.27    711,450.62   iFT  0.99990015   +0 01 14.8
 DU1939;UTM  12      - 3,713,857.520   580,840.179   MT  0.99968057   +0 28 53.4
 DU1939
 DU1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1939!SPC AZ E     -   0.99967787  x   0.99990015  =   0.99957806
 DU1939!UTM  12      -   0.99967787  x   0.99968057  =   0.99935855
 DU1939
 DU1939|---------------------------------------------------------------------|
 DU1939| PID    Reference Object                     Distance      Geod. Az  |
 DU1939|                                                           dddmmss.s |
 DU1939| CD2381 NATANES RM 1                          5.778 METERS 10220     |
 DU1939| CD2380 NATANES AZ MK                                      1481751.3 |
 DU1939| CD2382 NATANES RM 2                          3.980 METERS 24350     |
 DU1939|---------------------------------------------------------------------|
 DU1939
 DU1939                          SUPERSEDED SURVEY CONTROL
 DU1939
 DU1939  NAD 83(1986)-  33 33 40.75154(N)    110 07 44.67805(W) AD(       ) 2
 DU1939  NAD 27      -  33 33 40.56430(N)    110 07 42.32740(W) AD(       ) 2
 DU1939  NGVD 29 (07/19/86) 2077.0    (m)         6814.     (f) VERT ANG    3  
 DU1939
 DU1939.Superseded values are not recommended for survey control.
 DU1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1939.See file dsdata.txt to determine how the superseded data were derived.
 DU1939
 DU1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8084013858(NAD 83)
 DU1939_MARKER: DD = SURVEY DISK
 DU1939_SETTING: 80 = SET IN A BOULDER
 DU1939_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1939
 DU1939  HISTORY     - Date     Condition        Report By
 DU1939  HISTORY     - 1958     MONUMENTED       USGS
 DU1939  HISTORY     - 1960     GOOD             CGS
 DU1939
 DU1939                          STATION DESCRIPTION
 DU1939
 DU1939'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (CAA)
 DU1939'THE STATION IS LOCATED 27 MILES AIRLINE EAST-SOUTHEAST OF SENECA,
 DU1939'24 MILES AIRLINE NORTHEAST OF SAN CARLOS, 22 MILES AIRLINE
 DU1939'SOUTH-SOUTHWEST OF WHITERIVER BETWEEN ROCKY CREEK AND THE BLACK
 DU1939'RIVER.  IT IS ON THE HIGHEST POINT OF A PROMINENT PEAK WHICH IS
 DU1939'THE HIGHEST POINT IN THE VICINITY AND IS KNOWN LOCALLY AS
 DU1939'CHIRICAHUA BUTTE.  THE MARK IS A U.S. GEOLOGICAL SURVEY STATION
 DU1939'MARK SET IN A DRILL HOLE IN A BOULDER.  STAMPING ON THE MARK IS
 DU1939'1900.
 DU1939'
 DU1939'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 DU1939'DRILL HOLE IN A LARGE BOULDER.  IT IS STAMPED NATANES USGS NO 1
 DU1939'1958.
 DU1939'
 DU1939'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN A
 DU1939'DRILL HOLE IN A LARGE BOULDER.  IT IS STAMPED NATANES USGS NO 2
 DU1939'1958.
 DU1939'
 DU1939'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A DRILL
 DU1939'HOLE IN A LARGE BOULDER.  IT IS 112 FEET WEST OF THE CENTER OF
 DU1939'A GRADED ROAD AND IS 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 DU1939'IT IS STAMPED NATANES USGS 1958.
 DU1939'
 DU1939'TO REACH THE STATION FROM THE APACHE REST CAFE AND SERVICE STATION
 DU1939'IN SENECA GO SOUTHWEST ON U.S. HIGHWAY 60 FOR 3.1 MILES TO A SIDE
 DU1939'ROAD LEFT.  TURN LEFT CROSSING A CATTLE GUARD AND FOLLOW A BLADED
 DU1939'ROAD SOUTHEAST FOR 13.25 MILES TO A CATTLE GUARD, FORK AND A
 DU1939'WHITE HOUSE ON THE RIGHT, SHOWN ON THE MAP AS SAWMILL.  TAKE
 DU1939'THE RIGHT FORK, SOUTH AND GO 7.4 MILES TO A SIDE ROAD LEFT.
 DU1939'TURN LEFT, EASTERLY AND GO 4 MILES TO THE BEAR CANYON ASBESTOS
 DU1939'MINE.  CONTINUE STRAIGHT AHEAD, EASTERLY ON THE MAIN TRAVELED
 DU1939'ROAD AND GO 6.3 MILES FORDING THE BLUE RIVER.  CONTINUE AHEAD
 DU1939'ON THE MAIN TRAVELED ROAD PASSING TO THE LEFT OF A CONCRETE
 DU1939'BLOCK RANCH HOUSE AND GO 3.3 MILES TO A T ROAD.  TURN LEFT,
 DU1939'NORTHEAST AND GO 8 MILES TO A FORK AND A SIGN (POINT OF THE
 DU1939'PINES).  TAKE THE RIGHT FORK, MAIN TRAVELED ROAD AND GO 2.85
 DU1939'MILES TO THE TOP OF THE RIDGE AND A TRIANGLE BLAZED TREE ON THE
 DU1939'LEFT AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL
 DU1939'PACK WEST AND NORTHWEST ALONG THE TOP OF THE RIDGE THENCE UP
 DU1939'THE STEEP HILL TO THE STATION AS DESCRIBED.
 DU1939'
 DU1939'THE AZIMUTH MARK IS LOCATED AT THE END OF TRUCK TRAVEL AS
 DU1939'DESRIBED.
 DU1939'
 DU1939'REQUIRED PACKING TIME IS 1-1/2 HOURS
 DU1939'
 DU1939'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 DU1939
 DU1939                          STATION RECOVERY (1960)
 DU1939
 DU1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1939'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0916 ***********************************************************************
 FR0916  DESIGNATION -  NATIONAL
 FR0916  PID         -  FR0916
 FR0916  STATE/COUNTY-  AZ/COCONINO
 FR0916  USGS QUAD   -  PROSPECT POINT (1967)
 FR0916
 FR0916                         *CURRENT SURVEY CONTROL
 FR0916  ___________________________________________________________________
 FR0916* NAD 83(1992)-  35 56 40.15641(N)    113 00 03.26286(W)     ADJUSTED  
 FR0916* NAVD 88     -      1956.     (meters)    6417.     (feet)  SCALED    
 FR0916  ___________________________________________________________________
 FR0916  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 FR0916  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 FR0916  HORZ ORDER  -  SECOND
 FR0916
 FR0916.The horizontal coordinates were established by classical geodetic methods
 FR0916.and adjusted by the National Geodetic Survey in August 1993.
 FR0916
 FR0916.The orthometric height was scaled from a topographic map.
 FR0916
 FR0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0916
 FR0916.The geoid height was determined by GEOID03.
 FR0916
 FR0916;                    North         East     Units Scale Factor Converg.
 FR0916;SPC AZ C     -   548,897.301   115,540.436   MT  1.00001787   -0 38 11.4
 FR0916;SPC AZ C     - 1,800,844.16    379,069.67   iFT  1.00001787   -0 38 11.4
 FR0916;UTM  12      - 3,979,641.636   319,525.262   MT  1.00000135   -1 10 29.5
 FR0916
 FR0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0916!SPC AZ C     -   0.99969684  x   1.00001787  =   0.99971471
 FR0916!UTM  12      -   0.99969684  x   1.00000135  =   0.99969819
 FR0916
 FR0916|---------------------------------------------------------------------|
 FR0916| PID    Reference Object                     Distance      Geod. Az  |
 FR0916|                                                           dddmmss.s |
 FR0916| CH3764 NATIONAL RM 1                        12.656 METERS 07342     |
 FR0916| CH3763 NATIONAL AZ MK                                     1843045.9 |
 FR0916| CH3765 NATIONAL RM 2                        14.318 METERS 19348     |
 FR0916|---------------------------------------------------------------------|
 FR0916
 FR0916                          SUPERSEDED SURVEY CONTROL
 FR0916
 FR0916  NAD 83(1986)-  35 56 40.14869(N)    113 00 03.25917(W) AD(       ) 2
 FR0916  NAD 27      -  35 56 40.20700(N)    113 00 00.54500(W) AD(       ) 2
 FR0916
 FR0916.Superseded values are not recommended for survey control.
 FR0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0916.See file dsdata.txt to determine how the superseded data were derived.
 FR0916
 FR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1952579642(NAD 83)
 FR0916_MARKER: DS = TRIANGULATION STATION DISK
 FR0916_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0916_SP_SET: METAL PIPE IN CONCRETE
 FR0916
 FR0916  HISTORY     - Date     Condition        Report By
 FR0916  HISTORY     - 1936     MONUMENTED       CGS
 FR0916  HISTORY     - 1952     GOOD             CGS
 FR0916  HISTORY     - 1953     GOOD             LOCSUR
 FR0916
 FR0916                          STATION DESCRIPTION
 FR0916
 FR0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0916'THIS STATION IS ON A NORTH-SOUTH RIDGE BETWEEN THE MOHAWK
 FR0916'CANYON AND NATIONAL CANYON DRAINAGE, ABOUT 3-1/2 MILES WEST OF
 FR0916'NATIONAL TANK, ABOUT 7 MILES AIRLINE EAST OF THE HIGH RIM OF THE
 FR0916'GRAND CANYON, ABOUT 13 MILES AIRLINE NORTH-NORTHEAST OF THE
 FR0916'FRAZIER WELL AND ABOUT 0.75 MILE AIRLINE NORTHWEST OF A
 FR0916'PROMINENT SUMMIT ON THE LAGUNA LAKE-NATIONAL TANK ROAD.  IT IS
 FR0916'ON THE HIGHEST POINT OF THE RIDGE COVERED WITH SCRUB PINES AND
 FR0916'CEDARS.  THERE IS A SLIGHTLY HIGHER RIDGE ABOUT 1-1/2 MILES
 FR0916'WEST.
 FR0916'
 FR0916'THE STATION AND REFERENCE MARK NO. 1 ARE MARKED BY STANDARD
 FR0916'DISKS SET IN THE TOP OF PIPES WHICH ARE EMBEDDED IN AN IRREGULAR
 FR0916'MASS OF CONCRETE.  THE TOP OF THE CONCRETE IS FLUSH WITH THE
 FR0916'GROUND AND THE DISK PROJECTS ABOUT 6 INCHES ABOVE IT.  REFERENCE
 FR0916'MARK NO. 2, SET IN A SQUARE CONCRETE MONUMENT PROJECTS 8 INCHES
 FR0916'ABOVE THE GROUND THE AZIMUTH MARK, SET IN A SQUARE CONCRETE
 FR0916'MONUMENT IS SOUTH OF THE STATION ON THE NEXT
 FR0916'RIDGE, APPROXIMATELY 0.2 MILE DISTANT.
 FR0916'
 FR0916'TO REACH THE STATION FROM PEACH SPRINGS, GO EAST ON U.S. HIGHWAY
 FR0916'66 FOR 13.8 MILES TO HYDE PARK GASOLINE STATION AND STORE ON THE
 FR0916'LEFT, CONTINUE EAST ON THE HIGHWAY FOR 3.8 MILES TO AN OLD
 FR0916'GRADED ROAD TO THE LEFT THROUGH A WIRE GATE, TURN LEFT OFF THE
 FR0916'HIGHWAY AND GO NORTH ON THIS GRADED ROAD FOR 14.9 MILES TO A
 FR0916'SWING GATE IN THE HUALPAI RESERVATION FENCE.  PASS THROUGH GATE
 FR0916'AND CONTINUE NORTH ON GRADED ROAD FOR 0.7 MILE TO TWO BRIGHT
 FR0916'ROADS TURNING OFF TO THE RIGHT.  TAKE THE EXTREME RIGHT (MOST
 FR0916'SOUTHERLY) OF THE TWO ROADS AND FOLLOW THE MAIN TRAVEL UP THE
 FR0916'VALLEY FOR 7.0 MILES TO THE HOUSE AT THE FRAZIER WELL.  FROM
 FR0916'THE HOUSE, GO EAST ALONG THE SOUTH SIDE OF THE CORRAL FOR 0.1
 FR0916'MILE TO A GATE TO THE LEFT.  PASS THROUGH GATE AND FOLLOW THE
 FR0916'MAIN-TRAVELED ROAD PAST THE WELL AND PUMP HOUSE AND
 FR0916'THROUGH THE CORRALS FOR 1.1 MILES TO A ROAD COMING IN FROM THE
 FR0916'LEFT AT A WASH.  CONTINUE NORTH FOR 0.8 MILE TO A
 FR0916'LESS-TRAVELED ROAD TO THE LEFT ABOUT 100 YARDS SOUTH OF A GATE.
 FR0916'KEEP STRAIGHT AHEAD HERE THROUGH THE GATE AND GO 2.8 MILES TO
 FR0916'A T-ROAD TO THE RIGHT IN A NARROW VALLEY.  TURN RIGHT ON THIS
 FR0916'ROAD AND FOLLOW IT NORTHEAST ACROSS THE RIDGE FOR 4.2 MILES TO
 FR0916'A DIM ROAD COMING IN FROM THE RIGHT AT A WIRE FENCE.  TURN
 FR0916'LEFT AND GO NORTH ALONG THE FENCE LINE FOR 0.4 MILE TO A ROAD TO
 FR0916'THE RIGHT THROUGH A GATE.  TURN RIGHT THROUGH GATE AND FOLLOW
 FR0916'THE MAIN ROAD IN A NORTHEASTERLY DIRECTION THROUGH A VALLEY FOR
 FR0916'4.7 MILES TO THE TOP OF A SUMMIT, A TRIPLE-BLAZED PINE
 FR0916'ON THE LEFT, AND A TRIANGLE DUG IN THE GROUND.  HERE TURN LEFT
 FR0916'AND FOLLOW TRUCK TRACKS WEST ALONG THE BRUSHY RIDGE FOR 1.0 MILE
 FR0916'TO THE HIGHEST POINT AND STATION.
 FR0916'
 FR0916'A 20-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 FR0916
 FR0916                          STATION RECOVERY (1952)
 FR0916
 FR0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 FR0916'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD CONDITION
 FR0916'AS ORIGINALLY DESCRIBED, EXCEPT THAT REFERENCE MARK 2 IS BROKEN
 FR0916'OFF.
 FR0916'
 FR0916'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL, BY
 FR0916'TAKING THE RIGHT FORK TO THE NE ON A GRADED AND GRAVELED ROAD FOR
 FR0916'4.0 MI. TO A STOCK GUARD, CONTINUE AHEAD STILL ON THE MAIN-TRAVELED
 FR0916'ROAD TO THE NE FOR 10.1 MI. TO A T-ROAD LEFT (THIS IS ABOUT
 FR0916'30 YD. E OF A ROAD SIGN SUPAI AND AN ARROW POINTING UP).  LEAVE
 FR0916'THE MAIN ROAD AND GO N ON THIS BLADED ROAD FOR 3.0 MI. TO
 FR0916'NATIONAL TANK, A LARGE EARTH RESERVOIR ON THE RIGHT (E),
 FR0916'AND A WHITE CABIN-HOUSE ON THE LEFT (W), FOLLOW THE ROAD FOR
 FR0916'ABOUT 30 YD. PAST OR N OF THE CABIN, THEN TURN LEFT (W) ON A
 FR0916'TRACK ROAD THAT AT ONE TIME WAS BLADED, GO W-SW FOR 4.3 MI.
 FR0916'TO THE TOP OF A HILL, A DOUBLE PINE TREE ON THE RIGHT WITH
 FR0916'TWO TRIANGLE BLAZES, LEAVE THE TRACK ROAD AND GO W-NW UP THE
 FR0916'RIDGE THROUGH THE BRUSH AND TREES FOR 1.0 MI. TO THE HIGHEST
 FR0916'PART OF THE HILL AND STATION.
 FR0916
 FR0916                          STATION RECOVERY (1953)
 FR0916
 FR0916'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (GCS)
 FR0916'STATION RECOVERED BY AERIAL SURVEYS INC.
 FR0916'
 FR0916'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 FR0916'REVISION TO PUBLISHED ROUTE DESCRIPTION WOULD MAKE IT EASIER TO
 FR0916'REACH.  REVISION AS FOLLOWS--
 FR0916'
 FR0916'FROM PEACH SPRINGS, ARIZONA, PROCEED E ON U.S. HIGHWAY 66 FOR
 FR0916'7.1 MI. TO A GRAVEL ROAD ON THE LEFT AND A SIGN FRAZIER WELL
 FR0916'23 MILES AND SUPAI.  TURN LEFT ON THE GRAVEL ROAD AND PROCEED
 FR0916'FOR 23.5 MI. ON THE GRAVEL ROAD TO A DIRT ROAD ON THE LEFT AND A
 FR0916'SAWMILL.  TURN LEFT ON THE DIRT ROAD, PASSING THE SAWMILL TO THE
 FR0916'LEFT OF THE ROAD, AND PROCEED 1.1 MI. TO THE HOUSE, CORRAL AND
 FR0916'WINDMILL (THIS IS FRAZIER WELL).  CONTINUE N ON THE MAIN DIRT
 FR0916'ROAD FOR 4.7 MI. TO A FAINT T-ROAD RIGHT IN A NARROW VALLEY.
 FR0916'TURN RIGHT ON THIS ROAD AND FOLLOW THE DESCRIPTION TO THE
 FR0916'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0869 ***********************************************************************
 ES0869  DESIGNATION -  NATIONAL
 ES0869  PID         -  ES0869
 ES0869  STATE/COUNTY-  AZ/COCONINO
 ES0869  USGS QUAD   -  HAY LAKE (1970)
 ES0869
 ES0869                         *CURRENT SURVEY CONTROL
 ES0869  ___________________________________________________________________
 ES0869* NAD 83(1992)-  34 37 36.41282(N)    111 07 58.31848(W)     ADJUSTED  
 ES0869* NAVD 88     -      2089.8    (meters)    6856.     (feet)  VERTCON   
 ES0869  ___________________________________________________________________
 ES0869  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 ES0869  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0869  HORZ ORDER  -  SECOND
 ES0869
 ES0869.The horizontal coordinates were established by classical geodetic methods
 ES0869.and adjusted by the National Geodetic Survey in August 1993.
 ES0869
 ES0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0869
 ES0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0869
 ES0869.The geoid height was determined by GEOID03.
 ES0869
 ES0869;                    North         East     Units Scale Factor Converg.
 ES0869;SPC AZ C     -   402,453.876   285,228.680   MT  0.99996364   +0 26 43.4
 ES0869;SPC AZ C     - 1,320,386.73    935,789.63   iFT  0.99996364   +0 26 43.4
 ES0869;UTM  12      - 3,831,663.831   487,820.939   MT  0.99960183   -0 04 31.8
 ES0869
 ES0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0869!SPC AZ C     -   0.99967575  x   0.99996364  =   0.99963941
 ES0869!UTM  12      -   0.99967575  x   0.99960183  =   0.99927771
 ES0869
 ES0869:                Primary Azimuth Mark                     Grid Az
 ES0869:SPC AZ C     -  BIG PINE                                 083 16 21.8
 ES0869:UTM  12      -  BIG PINE                                 083 47 37.0
 ES0869
 ES0869|---------------------------------------------------------------------|
 ES0869| PID    Reference Object                     Distance      Geod. Az  |
 ES0869|                                                           dddmmss.s |
 ES0869| ES0844 BIG PINE                            APPROX. 0.9 KM 0834305.2 |
 ES0869| ES0854 FISHER                              APPROX. 0.7 KM 2723445.7 |
 ES0869|---------------------------------------------------------------------|
 ES0869
 ES0869                          SUPERSEDED SURVEY CONTROL
 ES0869
 ES0869  NAD 83(1986)-  34 37 36.40594(N)    111 07 58.32243(W) AD(       ) 2
 ES0869  NGVD 29 (07/10/87) 2088.9    (m)         6853.     (f) VERT ANG    3  
 ES0869
 ES0869.Superseded values are not recommended for survey control.
 ES0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0869.See file dsdata.txt to determine how the superseded data were derived.
 ES0869
 ES0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8782131664(NAD 83)
 ES0869_MARKER: DS = TRIANGULATION STATION DISK
 ES0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0869+STABILITY: SURFACE MOTION
 ES0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0869+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 ES0869
 ES0869  HISTORY     - Date     Condition        Report By
 ES0869  HISTORY     - 1981     MONUMENTED       AZDT
 ES0869  HISTORY     - 19980818 GOOD             USPSQD
 ES0869  HISTORY     - 20080723 GOOD             GEOCAC
 ES0869
 ES0869                          STATION DESCRIPTION
 ES0869
 ES0869'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0869'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0869'STATION ALONG ARIZONA HIGHWAY 87.
 ES0869'
 ES0869'THE STATION MARK IS AN AZDT DISK STAMPED---NATIONAL 1981---SET IN
 ES0869'TOP OF A 10 INCH CONCRETE MONUMENT.  THE UNDERGROUND MARK IS SET IN A
 ES0869'DRILL HOLE IN BEDROCK ONLY 10 INCHES BELOW THE GROUND SURFACE AT THIS
 ES0869'STATION.  33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY BY A CAIRN.
 ES0869'
 ES0869'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0869'
 ES0869'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0869'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0869'CONTINUE NORTH ALONG THE HIGHWAY FOR 3.5 MILES TO THE COCONINO
 ES0869'NATIONAL FOREST SIGN ON THE LEFT, THE STATION IS 200 FEET EAST OF THE
 ES0869'SIGN ON THE RIGHT.
 ES0869
 ES0869                          STATION RECOVERY (1998)
 ES0869
 ES0869'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0869'RECOVERED IN GOOD CONDITION.
 ES0869
 ES0869                          STATION RECOVERY (2008)
 ES0869
 ES0869'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0659 ***********************************************************************
 GP0659  DESIGNATION -  NAV
 GP0659  PID         -  GP0659
 GP0659  STATE/COUNTY-  AZ/COCONINO
 GP0659  USGS QUAD   -  CHAIYAHI RIM NE (1970)
 GP0659
 GP0659                         *CURRENT SURVEY CONTROL
 GP0659  ___________________________________________________________________
 GP0659* NAD 83(1992)-  36 59 38.77363(N)    110 51 04.35597(W)     ADJUSTED  
 GP0659* NAVD 88     -      2074.6    (meters)    6806.     (feet)  VERTCON   
 GP0659  ___________________________________________________________________
 GP0659  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 GP0659  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 GP0659  HORZ ORDER  -  THIRD
 GP0659
 GP0659.The horizontal coordinates were established by classical geodetic methods
 GP0659.and adjusted by the National Geodetic Survey in November 1997.
 GP0659
 GP0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0659
 GP0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0659
 GP0659.The geoid height was determined by GEOID03.
 GP0659
 GP0659;                    North         East     Units Scale Factor Converg.
 GP0659;SPC AZ C     -   665,346.450   308,197.440   MT  1.00001076   +0 38 28.2
 GP0659;SPC AZ C     - 2,182,895.18  1,011,146.46   iFT  1.00001076   +0 38 28.2
 GP0659;UTM  12      - 4,094,228.629   513,239.776   MT  0.99960216   +0 05 22.3
 GP0659
 GP0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0659!SPC AZ C     -   0.99967799  x   1.00001076  =   0.99968875
 GP0659!UTM  12      -   0.99967799  x   0.99960216  =   0.99928028
 GP0659
 GP0659:                Primary Azimuth Mark                     Grid Az
 GP0659:SPC AZ C     -  SNAG                                     147 18 37.4
 GP0659:UTM  12      -  SNAG                                     147 51 43.3
 GP0659
 GP0659|---------------------------------------------------------------------|
 GP0659| PID    Reference Object                     Distance      Geod. Az  |
 GP0659|                                                           dddmmss.s |
 GP0659| GP0658 SNAG                                APPROX.14.8 KM 1475705.6 |
 GP0659|---------------------------------------------------------------------|
 GP0659
 GP0659                          SUPERSEDED SURVEY CONTROL
 GP0659
 GP0659  NAD 83(1992)-  36 59 38.77233(N)    110 51 04.35625(W) AD(       ) 3
 GP0659  NAD 83(1986)-  36 59 38.76976(N)    110 51 04.35275(W) AD(       ) 3
 GP0659  NAD 27      -  36 59 38.78448(N)    110 51 01.84638(W) AD(       ) 3
 GP0659  NGVD 29 (07/19/86) 2073.4    (m)         6802.     (f) VERT ANG    3  
 GP0659
 GP0659.Superseded values are not recommended for survey control.
 GP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0659.See file dsdata.txt to determine how the superseded data were derived.
 GP0659
 GP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1324094229(NAD 83)
 GP0659_MARKER: DD = SURVEY DISK
 GP0659_SETTING: 0 = UNSPECIFIED SETTING
 GP0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0659
 GP0659  HISTORY     - Date     Condition        Report By
 GP0659  HISTORY     - 1953     MONUMENTED       USGS
 GP0659
 GP0659                          STATION DESCRIPTION
 GP0659
 GP0659'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0659'LOCATED ABOUT 37 MI. WNW OF KAYENTA, 3 MI. E. OF RAINBOW LODGE AND 1
 GP0659'MI. S. OF UTAH-ARIZONA STATE LINE ON S. EDGE OF NAVAJO MOUNTAIN, ON
 GP0659'SMALL ISOLATED SANDSTONE TOP.
 GP0659'
 GP0659'REACHED BY HELICOPTER.
 GP0659'
 GP0659'STATION MARK - STANDARD TABLET STAMPED ---NAV 1953--- CEMENTED IN
 GP0659'DRILL HOLE IN SANDSTONE FORMATION.
 GP0659'
 GP0659'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 GP0659'1953--- CEMENTED IN DRILL HOLE IN SANDSTONE, 17.31 FT. FROM STATION
 GP0659'MARK, N 13 DEG 45 MIN 57 SEC W.
 GP0659'
 GP0659'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 GP0659'1953--- CEMENTED IN DRILL HOLE IN SANDSTONE, 11.28 FT. FROM STATION
 GP0659'MARK, N 68 DEG 17 MIN 23 SEC W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0688 ***********************************************************************
 FQ0688  DESIGNATION -  NAVAHOPI
 FQ0688  PID         -  FQ0688
 FQ0688  STATE/COUNTY-  AZ/COCONINO
 FQ0688  USGS QUAD   -  COCONINO POINT (1988)
 FQ0688
 FQ0688                         *CURRENT SURVEY CONTROL
 FQ0688  ___________________________________________________________________
 FQ0688* NAD 83(1992)-  35 54 54.81117(N)    111 33 44.92609(W)     ADJUSTED  
 FQ0688* NAVD 88     -      1534.4    (meters)    5034.     (feet)  VERTCON   
 FQ0688  ___________________________________________________________________
 FQ0688  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 FQ0688  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FQ0688  HORZ ORDER  -  SECOND
 FQ0688
 FQ0688.The horizontal coordinates were established by classical geodetic methods
 FQ0688.and adjusted by the National Geodetic Survey in August 1993.
 FQ0688
 FQ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0688
 FQ0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0688
 FQ0688.The geoid height was determined by GEOID03.
 FQ0688
 FQ0688;                    North         East     Units Scale Factor Converg.
 FQ0688;SPC AZ C     -   545,165.341   245,325.835   MT  0.99991259   +0 12 27.9
 FQ0688;SPC AZ C     - 1,788,600.20    804,874.79   iFT  0.99991259   +0 12 27.9
 FQ0688;UTM  12      - 3,974,691.895   449,250.605   MT  0.99963173   -0 19 47.8
 FQ0688
 FQ0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0688!SPC AZ C     -   0.99976294  x   0.99991259  =   0.99967555
 FQ0688!UTM  12      -   0.99976294  x   0.99963173  =   0.99939476
 FQ0688
 FQ0688|---------------------------------------------------------------------|
 FQ0688| PID    Reference Object                     Distance      Geod. Az  |
 FQ0688|                                                           dddmmss.s |
 FQ0688| CH3766 NAVAHOPI RM 1                        12.540 METERS 10552     |
 FQ0688| FQ0687 COLORADO                            APPROX. 1.7 KM 1304010.2 |
 FQ0688| CH3767 NAVAHOPI RM 2                        12.848 METERS 28717     |
 FQ0688|---------------------------------------------------------------------|
 FQ0688
 FQ0688                          SUPERSEDED SURVEY CONTROL
 FQ0688
 FQ0688  NAD 83(1986)-  35 54 54.81362(N)    111 33 44.92232(W) AD(       ) 2
 FQ0688  NAD 27      -  35 54 54.83752(N)    111 33 42.40010(W) AD(       ) 2
 FQ0688  NGVD 29 (07/19/86) 1533.5    (m)         5031.     (f) VERT ANG    3  
 FQ0688
 FQ0688.Superseded values are not recommended for survey control.
 FQ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0688.See file dsdata.txt to determine how the superseded data were derived.
 FQ0688
 FQ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4925174692(NAD 83)
 FQ0688_MARKER: DD = SURVEY DISK
 FQ0688_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0688
 FQ0688  HISTORY     - Date     Condition        Report By
 FQ0688  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0688
 FQ0688                          STATION DESCRIPTION
 FQ0688
 FQ0688'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0688'THE STATION IS ABOUT 8.5 MILES NORTHWEST OF CAMERON, 23 MILES
 FQ0688'SOUTHWEST OF TUBA CITY ON SOUTH SIDE OF ARIZONA HWY. 64 ON A RIDGE
 FQ0688'THAT SLOPES UP TO THE SOUTH.
 FQ0688'
 FQ0688'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED NAVAHOPI 1976
 FQ0688'AND IS SET IN A DRILL HOLE ROCK.  THE STATION IS 800 FEET SOUTH
 FQ0688'OF HWY. 64 CENTERLINE, 100 FEET NORTH OF CENTERLINE OF NEW
 FQ0688'PROPOSED HWY. ALIGNMENT, ON A RIDGE THAT SLOPES UP TO THE SOUTH
 FQ0688'AND MARKED BY A WITNESS POST AND SIGN 3.8 FEET TO NORTH.
 FQ0688'
 FQ0688'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED NAVAHOPI
 FQ0688'RM 2 1976 AND IS EPOXIED TO A 2-1/2 X 2-1/2 FOOT BOULDER PROJECTING
 FQ0688'0.8 FEET.
 FQ0688'
 FQ0688'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED NAVAHOPI
 FQ0688'RM 1 1976 EPOXIED TO A 1 X 2 FOOT BOULDER PROJECTING 0.8 FEET.
 FQ0688'
 FQ0688'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0688'TO JUNCTION WITH ARIZONA HWY. 64, TURN RIGHT, WEST, ON HWY. 64
 FQ0688'TO MILE POST 286.50 AND STATION ON THE LEFT, SOUTH, 800 FEET FROM
 FQ0688'HWY. STATION CAN BE REACHED WITH A FOUR WHEEL DRIVE BY CAREFULLY
 FQ0688'PICKING WAY THROUGH ROCKS AND BRUSH.
 FQ0688'
 FQ0688'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0360 ***********************************************************************
 GQ0360  DESIGNATION -  NAVAJO
 GQ0360  PID         -  GQ0360
 GQ0360  STATE/COUNTY-  AZ/MOHAVE
 GQ0360  USGS QUAD   -  GYP POCKET (1979)
 GQ0360
 GQ0360                         *CURRENT SURVEY CONTROL
 GQ0360  ___________________________________________________________________
 GQ0360* NAD 83(1992)-  36 48 06.52056(N)    113 18 11.67473(W)     ADJUSTED  
 GQ0360* NAVD 88     -      1662.0    (meters)    5453.     (feet)  VERTCON   
 GQ0360  ___________________________________________________________________
 GQ0360  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 GQ0360  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GQ0360  HORZ ORDER  -  FIRST
 GQ0360
 GQ0360.The horizontal coordinates were established by classical geodetic methods
 GQ0360.and adjusted by the National Geodetic Survey in November 1997.
 GQ0360
 GQ0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0360
 GQ0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0360
 GQ0360.The geoid height was determined by GEOID03.
 GQ0360
 GQ0360;                    North         East     Units Scale Factor Converg.
 GQ0360;SPC AZ W     -   643,592.709   253,227.019   MT  0.99995291   +0 16 03.5
 GQ0360;SPC AZ W     - 2,111,524.64    830,797.31   iFT  0.99995291   +0 16 03.5
 GQ0360;UTM  12      - 4,075,361.894   294,520.075   MT  1.00012019   -1 22 48.9
 GQ0360
 GQ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0360!SPC AZ W     -   0.99974292  x   0.99995291  =   0.99969584
 GQ0360!UTM  12      -   0.99974292  x   1.00012019  =   0.99986308
 GQ0360
 GQ0360|---------------------------------------------------------------------|
 GQ0360| PID    Reference Object                     Distance      Geod. Az  |
 GQ0360|                                                           dddmmss.s |
 GQ0360| CH3769 NAVAJO RM 1                           4.453 METERS 03002     |
 GQ0360| CH3768 NAVAJO AZ MK                                       1022539.4 |
 GQ0360| CH3770 NAVAJO RM 2                           9.222 METERS 14722     |
 GQ0360|---------------------------------------------------------------------|
 GQ0360
 GQ0360                          SUPERSEDED SURVEY CONTROL
 GQ0360
 GQ0360  NAD 83(1992)-  36 48 06.51913(N)    113 18 11.67481(W) AD(       ) 1
 GQ0360  NAD 83(1986)-  36 48 06.51546(N)    113 18 11.67381(W) AD(       ) 1
 GQ0360  NAD 27      -  36 48 06.57800(N)    113 18 08.85400(W) AD(       ) 1
 GQ0360  NGVD 29 (07/19/86) 1661.1    (m)         5450.     (f) VERT ANG    3  
 GQ0360
 GQ0360.Superseded values are not recommended for survey control.
 GQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0360.See file dsdata.txt to determine how the superseded data were derived.
 GQ0360
 GQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF9452075362(NAD 83)
 GQ0360_MARKER: DS = TRIANGULATION STATION DISK
 GQ0360_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0360
 GQ0360  HISTORY     - Date     Condition        Report By
 GQ0360  HISTORY     - 1952     MONUMENTED       CGS
 GQ0360
 GQ0360                          STATION DESCRIPTION
 GQ0360
 GQ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0360'THE STATION IS ON THE HIGHEST POINT OF A CRESTED RIDGE THAT
 GQ0360'BREAKS OFF SHARPLY TO THE WEST WITH A 200-FOOT PRECIPICE.
 GQ0360'IT IS ABOUT 23 MILES SOUTHWEST OF THE VILLAGE OF SHORT CREEK
 GQ0360'AND ABOUT 25 MILES SOUTH OF THE TOWN OF HURRICANE.
 GQ0360'
 GQ0360'THE STATION CAN BE REACHED FROM THE POST OFFICE IN ST. GEORGE,
 GQ0360'UTAH BY GOING EAST FOR 0.7 MILE TO A CROSS STREET JUST AFTER
 GQ0360'PASSING A CEMETERY.  TURN RIGHT AND GO SOUTH, EAST, THEN SOUTH
 GQ0360'ON THE MAIN ROAD FOR 2.1 MILES TO A FORK ON THE SOUTH SIDE
 GQ0360'OF THE VIRGIN RIVER JUST AFTER CROSSING A LARGE STEEL BRIDGE.
 GQ0360'TAKE THE RIGHT FORK, STRAIGHT AHEAD, AND FOLLOW THE MAIN ROAD
 GQ0360'TOWARD WOLF HOLE FOR 26.2 MILES TO WOLF HOLE.  CONTINUE ON
 GQ0360'THE MAIN ROAD FOR 7.9 MILES TO A BLADED ROAD LEADING EASTERLY.
 GQ0360'TURN LEFT AND GO EASTERLY ON THIS ROAD FOR 5.6 MILES TO A
 GQ0360'FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR 3.8 MILES
 GQ0360'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY FOR
 GQ0360'5.0 MILES TO A TRACK ROAD TURNING LEFT.  TURN LEFT AND GO NORTH
 GQ0360'FOR 1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 GQ0360'BELOW.  PASS THROUGH THE GATE AND TURN LEFT ALONG THE FENCE
 GQ0360'LINE (WESTERLY), THEN NORTHWESTERLY FOR 0.6 MILE TO THE
 GQ0360'HIGHEST POINT AND THE STATION.
 GQ0360'
 GQ0360'THE STATION MARK, STAMPED NAVAJO 1952, IS A STANDARD DISK
 GQ0360'THAT IS SET IN A DRILL HOLE IN THE BEDROCK ABOUT 8 FEET EAST OF
 GQ0360'THE EDGE OF THE PRECIPICE.  IT IS FLUSH WITH THE SURROUNDING
 GQ0360'SURFACE.
 GQ0360'
 GQ0360'REFERENCE MARK 1, STAMPED NAVAJO 1952 NO 1, IS A STANDARD DISK
 GQ0360'THAT IS SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 GQ0360'SURROUNDING SURFACE.  IT IS ABOUT 1-1/2 FEET LOWER THAN THE
 GQ0360'STATION.
 GQ0360'
 GQ0360'REFERENCE MARK 2, STAMPED NAVAJO 1952 NO 2, IS A STANDARD
 GQ0360'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 GQ0360'WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 2 FEET LOWER
 GQ0360'THAN THE STATION.
 GQ0360'
 GQ0360'THE AZIMUTH MARK, STAMPED NAVAJO 1952, IS A STANDARD DISK THAT
 GQ0360'IS SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH
 GQ0360'PROTRUDES FROM THE GROUND ABOUT 6 FEET.  IT IS ABOUT 60 FEET SOUTH
 GQ0360'OF THE TRACK ROAD AND ABOUT 230 FEET SOUTH OF THE GATE IN THE
 GQ0360'EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2080 ***********************************************************************
 DU2080  DESIGNATION -  NAVAJO
 DU2080  PID         -  DU2080
 DU2080  STATE/COUNTY-  AZ/PINAL
 DU2080  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU2080
 DU2080                         *CURRENT SURVEY CONTROL
 DU2080  ___________________________________________________________________
 DU2080* NAD 83(1992)-  33 18 04.49940(N)    111 23 56.55446(W)     ADJUSTED  
 DU2080* NAVD 88     -       560.8    (meters)    1840.     (feet)  VERTCON   
 DU2080  ___________________________________________________________________
 DU2080  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DU2080  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU2080  HORZ ORDER  -  SECOND
 DU2080
 DU2080.The horizontal coordinates were established by classical geodetic methods
 DU2080.and adjusted by the National Geodetic Survey in August 1993.
 DU2080
 DU2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2080
 DU2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2080
 DU2080.The geoid height was determined by GEOID03.
 DU2080
 DU2080;                    North         East     Units Scale Factor Converg.
 DU2080;SPC AZ C     -   255,278.511   261,563.987   MT  0.99992864   +0 17 03.1
 DU2080;SPC AZ C     -   837,527.92    858,149.56   iFT  0.99992864   +0 17 03.1
 DU2080;UTM  12      - 3,684,755.366   462,850.149   MT  0.99961702   -0 13 08.7
 DU2080
 DU2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2080!SPC AZ C     -   0.99991653  x   0.99992864  =   0.99984518
 DU2080!UTM  12      -   0.99991653  x   0.99961702  =   0.99953359
 DU2080
 DU2080|---------------------------------------------------------------------|
 DU2080| PID    Reference Object                     Distance      Geod. Az  |
 DU2080|                                                           dddmmss.s |
 DU2080| CH5980 NAVAJO RM 1                          22.877 METERS 02812     |
 DU2080| CH5981 NAVAJO RM 2                          12.666 METERS 12916     |
 DU2080| DU2081 SCENIC                              APPROX. 1.3 KM 3154022.0 |
 DU2080|---------------------------------------------------------------------|
 DU2080
 DU2080                          SUPERSEDED SURVEY CONTROL
 DU2080
 DU2080  NAD 83(1986)-  33 18 04.49434(N)    111 23 56.55749(W) AD(       ) 2
 DU2080  NAD 27      -  33 18 04.30492(N)    111 23 54.09499(W) AD(       ) 2
 DU2080  NGVD 29 (07/19/86)  560.3    (m)         1838.     (f) VERT ANG    3  
 DU2080
 DU2080.Superseded values are not recommended for survey control.
 DU2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2080.See file dsdata.txt to determine how the superseded data were derived.
 DU2080
 DU2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6285084755(NAD 83)
 DU2080_MARKER: DD = SURVEY DISK
 DU2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2080+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU2080
 DU2080  HISTORY     - Date     Condition        Report By
 DU2080  HISTORY     - 1975     MONUMENTED       AZDT
 DU2080  HISTORY     - 20061029 GOOD             GEOCAC
 DU2080  HISTORY     - 20081212 GOOD             GEOCAC
 DU2080
 DU2080                          STATION DESCRIPTION
 DU2080
 DU2080'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2080'THE STATION IS ABOUT 11.62 MILES SOUTHEAST OF APACHE
 DU2080'JUNCTION AND 4.7 MILES NORTHWEST OF FLORENCE JUNCTION ALONG
 DU2080'U.S. HWY. 60-80-89.
 DU2080'
 DU2080'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED NAVAJO P AND M GS
 DU2080'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2080'STATION IS 174.5 FEET SOUTH OF THE EAST BOUND CENTERLINE OF
 DU2080'HWY., 74.5 SOUTH OF THE RIGHT-OF-WAY FENCE, 53 FEET SOUTHWEST
 DU2080'OF THE SOUTH END OF A LARGE BILLBOARD SIGN ADVERTIZING OLD
 DU2080'TUCSON, AND IS MARKED BY A WITNESS POST AND SIGN 2.7 FEET TO
 DU2080'THE SOUTH.
 DU2080'
 DU2080'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 DU2080'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2080'MARK IS 101 FEET SOUTH OF THE EASTBOUND HWY. CENTERLINE AND 1
 DU2080'FOOT SOUTH OF THE RIGHT-OF-WAY FENCELINE.
 DU2080'
 DU2080'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED RM 2
 DU2080'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2080'MARK IS SOUTH OF THE EASTBOUND RIGHT-OF-WAY FENCE AND IS 35
 DU2080'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A LARGE BILLBOARD
 DU2080'ADVERTIZING OLD TUCSON.
 DU2080'
 DU2080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-70-80-89
 DU2080'AND 88 AT APACHE JUNCTION, GO SOUTHEAST ALONG U.S. 60-80-89 FOR
 DU2080'11.62 MILES TO MILEPOST 207.57 AND THE STATION ON THE RIGHT AND
 DU2080'OUTSIDE OF THE RIGHT-OF-WAY FENCE.
 DU2080'
 DU2080'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2080
 DU2080                          STATION RECOVERY (2006)
 DU2080
 DU2080'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2080'RECOVERED IN GOOD CONDITION.
 DU2080
 DU2080                          STATION RECOVERY (2008)
 DU2080
 DU2080'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2080'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DU2080'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DU2080'THE LARGE BILLBOARD IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0846 ***********************************************************************
 FQ0846  DESIGNATION -  NAVAJO
 FQ0846  PID         -  FQ0846
 FQ0846  STATE/COUNTY-  AZ/COCONINO
 FQ0846  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0846
 FQ0846                         *CURRENT SURVEY CONTROL
 FQ0846  ___________________________________________________________________
 FQ0846* NAD 83(1986)-  35 30 00.     (N)    110 55 18.     (W)     SCALED    
 FQ0846* NAVD 88     -      1490.763  (meters)    4890.94   (feet)  POSTED    
 FQ0846  ___________________________________________________________________
 FQ0846  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FQ0846  DYNAMIC HT  -        1488.850 (meters)    4884.67  (feet)  COMP
 FQ0846  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 FQ0846
 FQ0846  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0846
 FQ0846.The horizontal coordinates were scaled from a topographic map and have
 FQ0846.an estimated accuracy of +/- 6 seconds.
 FQ0846
 FQ0846.The orthometric height was determined by differential leveling
 FQ0846.and adjusted by the  in 1992.
 FQ0846.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0846.rate of 0.0 thru 1.0 mm/km.
 FQ0846
 FQ0846.The geoid height was determined by GEOID03.
 FQ0846
 FQ0846.The dynamic height is computed by dividing the NAVD 88
 FQ0846.geopotential number by the normal gravity value computed on the
 FQ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0846.degrees latitude (g = 980.6199 gals.).
 FQ0846
 FQ0846.The modeled gravity was interpolated from observed gravity values.
 FQ0846
 FQ0846;                    North         East    Units  Estimated Accuracy
 FQ0846;SPC AZ C     -   499,500.      303,630.      MT  (+/- 180 meters Scaled)
 FQ0846
 FQ0846                          SUPERSEDED SURVEY CONTROL
 FQ0846
 FQ0846  NGVD 29 (??/??/92) 1490.01   (m)         4888.5    (f) COMPUTED    2 2
 FQ0846
 FQ0846.Superseded values are not recommended for survey control.
 FQ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0846.See file dsdata.txt to determine how the superseded data were derived.
 FQ0846
 FQ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE071284(NAD 83)
 FQ0846_MARKER: DU = BOUNDARY MARKER
 FQ0846_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0846_SP_SET: PREFAB CONC. POST IN EARTH
 FQ0846_STAMPING: EO 1882 129M + 7.636 CHS NAVAJO 1964
 FQ0846_MARK LOGO: USGLO 
 FQ0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0846+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1968
 FQ0846
 FQ0846  HISTORY     - Date     Condition        Report By
 FQ0846  HISTORY     - 1964     MONUMENTED       BLM
 FQ0846  HISTORY     - 19680612 GOOD             USGS
 FQ0846
 FQ0846                          STATION DESCRIPTION
 FQ0846
 FQ0846'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0846'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0846'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0846'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 1.8
 FQ0846'MILES NORTHWEST, 22 FEET EAST OF THE CENTER OF THE ROAD, A STANDARD
 FQ0846'BLM BRASS TABLET PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0660 ***********************************************************************
 GP0660  DESIGNATION -  NAVAJO CR
 GP0660  PID         -  GP0660
 GP0660  STATE/COUNTY-  AZ/COCONINO
 GP0660  USGS QUAD   -  CHAIYAHI RIM SE (1970)
 GP0660
 GP0660                         *CURRENT SURVEY CONTROL
 GP0660  ___________________________________________________________________
 GP0660* NAD 83(1992)-  36 45 41.51772(N)    110 51 40.72904(W)     ADJUSTED  
 GP0660* NAVD 88     -      1839.4    (meters)    6035.     (feet)  VERTCON   
 GP0660  ___________________________________________________________________
 GP0660  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 GP0660  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 GP0660  HORZ ORDER  -  SECOND
 GP0660
 GP0660.The horizontal coordinates were established by classical geodetic methods
 GP0660.and adjusted by the National Geodetic Survey in August 1993.
 GP0660
 GP0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0660
 GP0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0660
 GP0660.The geoid height was determined by GEOID03.
 GP0660
 GP0660;                    North         East     Units Scale Factor Converg.
 GP0660;SPC AZ C     -   639,528.119   307,583.386   MT  1.00000934   +0 37 54.0
 GP0660;SPC AZ C     - 2,098,189.37  1,009,131.84   iFT  1.00000934   +0 37 54.0
 GP0660;SPC AZ E     -   639,233.746   151,341.524   MT  0.99994737   -0 24 56.7
 GP0660;SPC AZ E     - 2,097,223.58    496,527.31   iFT  0.99994737   -0 24 56.7
 GP0660;UTM  12      - 4,068,427.916   512,378.200   MT  0.99960189   +0 04 58.8
 GP0660
 GP0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0660!SPC AZ C     -   0.99971484  x   1.00000934  =   0.99972418
 GP0660!SPC AZ E     -   0.99971484  x   0.99994737  =   0.99966223
 GP0660!UTM  12      -   0.99971484  x   0.99960189  =   0.99931684
 GP0660
 GP0660:                Primary Azimuth Mark                     Grid Az
 GP0660:SPC AZ C     -  TALL MTN MICROWAVE TOWER                 080 38 56.0
 GP0660:SPC AZ E     -  TALL MTN MICROWAVE TOWER                 081 41 46.7
 GP0660:UTM  12      -  TALL MTN MICROWAVE TOWER                 081 11 51.2
 GP0660
 GP0660|---------------------------------------------------------------------|
 GP0660| PID    Reference Object                     Distance      Geod. Az  |
 GP0660|                                                           dddmmss.s |
 GP0660| GP0648 TALL MTN MICROWAVE TOWER            APPROX.18.6 KM 0811650.0 |
 GP0660| CD4585 NAVAJO CR RM 2                       12.178 METERS 13719     |
 GP0660| CD4584 NAVAJO CR RM 1                        9.600 METERS 22701     |
 GP0660| HN0911 NAVAJO MTN                          APPROX.30.3 KM 3583630.5 |
 GP0660|---------------------------------------------------------------------|
 GP0660
 GP0660                          SUPERSEDED SURVEY CONTROL
 GP0660
 GP0660  NAD 83(1986)-  36 45 41.51633(N)    110 51 40.72778(W) AD(       ) 2
 GP0660  NAD 27      -  36 45 41.51718(N)    110 51 38.21498(W) AD(       ) 2
 GP0660  NGVD 29 (07/19/86) 1838.4    (m)         6031.     (f) VERT ANG    3  
 GP0660
 GP0660.Superseded values are not recommended for survey control.
 GP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0660.See file dsdata.txt to determine how the superseded data were derived.
 GP0660
 GP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1237868428(NAD 83)
 GP0660_MARKER: DD = SURVEY DISK
 GP0660_SETTING: 66 = SET IN ROCK OUTCROP
 GP0660_SP_SET: PARTIALLY EXPOSED BEDROCK
 GP0660
 GP0660  HISTORY     - Date     Condition        Report By
 GP0660  HISTORY     - 1970     MONUMENTED       USGS
 GP0660
 GP0660                          STATION DESCRIPTION
 GP0660
 GP0660'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0660'RM 1 TO RM 2, NOT MEASURED.
 GP0660'
 GP0660'INSTRUMENT STAND 5.2 FT ABOVE STATION MARK.
 GP0660'
 GP0660'LOCATED 48 MI NE. OF TUBA CITY.  35 MI SE. OF PAGE. 17 MI NW OF
 GP0660'SHONTO TRADING POST.
 GP0660'
 GP0660'TO REACH FROM SHONTO TRADING POST, GO W. UPHILL FOR 0.7 MI TO RD.
 GP0660'FORK.  GO LEFT 5.2 MI TO T-RD. AT PAVEMENT.  GO RIGHT ONTO PAVED RD.
 GP0660'FOR 6.5 MI TO END OF PAVEMENT AT CROSSROAD.  GO STRAIGHT AHEAD 15.0
 GP0660'MI ON MAIN-TRAVELED RD. TO RD. FORK AND BENNETT SPRING.  GO RIGHT
 GP0660'0.1 MI TO RD. FORK.  GO RIGHT 0.2 MI TO RD. FORK.  GO RIGHT 0.5 MI
 GP0660'TO RD.  FORK.  GO RIGHT 1.5 MI TO RD FORK.  GO LEFT 0.7 MI TO RD.
 GP0660'FORK AND SIGN BK EKID HALCHE.  GO RIGHT 1.1 MI TO RD FORK.  GO
 GP0660'RIGHT 2.6 MI TO RD. FORK.  GO STRAIGHT AHEAD 2.1 MI TO RD. FORK.  GO
 GP0660'STRAIGHT AHEAD 0.6 MI TO RD. FORK.  GO RIGHT 1.5 MI TO RD. FORK GO
 GP0660'RIGHT 0.6 MI.  TURN LEFT OFF RD. 0.1 MI TO BASE OF SMALL MESA AND
 GP0660'END OF TRUCK TRAVEL.  PACK E. UPHILL TO STATION (5 MIN.)
 GP0660'
 GP0660'STATION MARK--STANDARD TABLET STAMPED NAVAJO CR 1970 SET IN BEDROCK
 GP0660'ABOUT 0.5 FT BELOW SURFACE.
 GP0660'
 GP0660'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 GP0660'NO 1 1970 SET IN BEDROCK ABOUT 1.5 FT BELOW STATION MARK.
 GP0660'
 GP0660'REFERENCE MARK NO 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 GP0660'NO 2 1970 SET IN BEDROCK ON THE E. EDGE OF MESA, ABOUT 1.5 FT BELOW
 GP0660'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0663 ***********************************************************************
 FQ0663  DESIGNATION -  NAVAJO ORDNANCE DEPOT HOSP STK
 FQ0663  PID         -  FQ0663
 FQ0663  STATE/COUNTY-  AZ/COCONINO
 FQ0663  USGS QUAD   -  BELLEMONT (1980)
 FQ0663
 FQ0663                         *CURRENT SURVEY CONTROL
 FQ0663  ___________________________________________________________________
 FQ0663* NAD 83(1992)-  35 13 35.22302(N)    111 48 54.41606(W)     ADJUSTED  
 FQ0663* NAVD 88     -              **(meters)            **(feet)            
 FQ0663  ___________________________________________________________________
 FQ0663  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 FQ0663  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0663  HORZ ORDER  -  THIRD
 FQ0663
 FQ0663.The horizontal coordinates were established by classical geodetic methods
 FQ0663.and adjusted by the National Geodetic Survey in August 1993.
 FQ0663
 FQ0663
 FQ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0663
 FQ0663.The geoid height was determined by GEOID03.
 FQ0663
 FQ0663;                    North         East     Units Scale Factor Converg.
 FQ0663;SPC AZ C     -   468,699.485   222,603.878   MT  0.99990105   +0 03 30.9
 FQ0663;SPC AZ C     - 1,537,727.97    730,327.68   iFT  0.99990105   +0 03 30.9
 FQ0663;UTM  12      - 3,898,460.426   425,824.010   MT  0.99966781   -0 28 12.7
 FQ0663
 FQ0663                          SUPERSEDED SURVEY CONTROL
 FQ0663
 FQ0663  NAD 83(1986)-  35 13 35.21845(N)    111 48 54.41458(W) AD(       ) 4
 FQ0663  NAD 27      -  35 13 35.18100(N)    111 48 51.82300(W) AD(       ) 3
 FQ0663
 FQ0663.Superseded values are not recommended for survey control.
 FQ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0663.See file dsdata.txt to determine how the superseded data were derived.
 FQ0663
 FQ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2582498460(NAD 83)
 FQ0663_MARKER: 63 = STACK
 FQ0663
 FQ0663  HISTORY     - Date     Condition        Report By
 FQ0663  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0663
 FQ0663                          STATION DESCRIPTION
 FQ0663
 FQ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0663'THE STATION IS LOCATED ABOUT 12 MILES WEST OF FLAGSTAFF NEAR
 FQ0663'THE NORTHEAST CORNER OF THE NAVAJO ORDNANCE DEPOT.
 FQ0663'
 FQ0663'THE STATION IS THE TOP OF CENTER OF THE HOSPITAL STACK.  IT
 FQ0663'IS A ROUND CONCRETE STRUCTURE ABOUT 75 FEET IN HEIGHT.  THE
 FQ0663'TOP AND CENTER WAS THE POINT INTERSECTED.
 FQ0663'
 FQ0663'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0663'FLAGSTAFF, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 11.7 MILES
 FQ0663'TO A ROAD LEFT LEADING INTO THE NAVAJO ORDNANCE DEPOT, TURN
 FQ0663'LEFT, GO 0.5 MILE TO THE MAIN GUARD GATE, PASS THROUGH THE
 FQ0663'GATE, TURN LEFT, GO EAST FOR 0.5 MILE TO THE STATION AT THE
 FQ0663'WEST END OF THE HOSPITAL BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0669 ***********************************************************************
 FQ0669  DESIGNATION -  NAVAJO ORDNANCE DEPOT TANK
 FQ0669  PID         -  FQ0669
 FQ0669  STATE/COUNTY-  AZ/COCONINO
 FQ0669  USGS QUAD   -  BELLEMONT (1980)
 FQ0669
 FQ0669                         *CURRENT SURVEY CONTROL
 FQ0669  ___________________________________________________________________
 FQ0669* NAD 83(1992)-  35 13 47.73188(N)    111 49 38.57760(W)     ADJUSTED  
 FQ0669* NAVD 88     -              **(meters)            **(feet)            
 FQ0669  ___________________________________________________________________
 FQ0669  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 FQ0669  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0669  HORZ ORDER  -  THIRD
 FQ0669
 FQ0669.The horizontal coordinates were established by classical geodetic methods
 FQ0669.and adjusted by the National Geodetic Survey in August 1993.
 FQ0669
 FQ0669
 FQ0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0669
 FQ0669.The geoid height was determined by GEOID03.
 FQ0669
 FQ0669;                    North         East     Units Scale Factor Converg.
 FQ0669;SPC AZ C     -   469,083.872   221,486.896   MT  0.99990081   +0 03 05.4
 FQ0669;SPC AZ C     - 1,538,989.08    726,663.04   iFT  0.99990081   +0 03 05.4
 FQ0669;UTM  12      - 3,898,855.013   424,710.881   MT  0.99966986   -0 28 38.3
 FQ0669
 FQ0669                          SUPERSEDED SURVEY CONTROL
 FQ0669
 FQ0669  NAD 83(1986)-  35 13 47.72726(N)    111 49 38.57632(W) AD(       ) 4
 FQ0669  NAD 27      -  35 13 47.69100(N)    111 49 35.98200(W) AD(       ) 3
 FQ0669
 FQ0669.Superseded values are not recommended for survey control.
 FQ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0669.See file dsdata.txt to determine how the superseded data were derived.
 FQ0669
 FQ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2471198855(NAD 83)
 FQ0669_MARKER: 53 = ELEVATED TANK
 FQ0669
 FQ0669  HISTORY     - Date     Condition        Report By
 FQ0669  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0669
 FQ0669                          STATION DESCRIPTION
 FQ0669
 FQ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0669'THE STATION IS THE CENTER OF THE BALL AT THE APEX OF THE WATER
 FQ0669'TANK ROOF.  THE METAL TANK IS SUPPORTED BY AN 8-LEGGED STEEL
 FQ0669'STRUCTURE THAT IS 116 FEET HIGH AND PAINTED ORANGE AND WHITE.
 FQ0669'
 FQ0669'IT IS LOCATED ABOUT 12 MILES WEST OF FLAGSTAFF NEAR THE
 FQ0669'NORTHEAST CORNER OF THE NAVAJO ORDNANCE DEPOT.
 FQ0669'
 FQ0669'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0669'FLAGSTAFF, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 11.7
 FQ0669'MILES TO A ROAD LEFT LEADING INTO THE NAVAJO ORDNANCE DEPOT,
 FQ0669'TURN LEFT, GO SOUTH FOR 0.5 MILE TO THE GUARD GATE, PASS THROUGH
 FQ0669'THE GATE AND TURN RIGHT, FOLLOW A BLACKTOPPED ROAD WEST FOR
 FQ0669'0.2 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0594 ***********************************************************************
 GP0594  FBN         -  This is a Federal Base Network Control Station.
 GP0594  DESIGNATION -  NAVAJO POINT
 GP0594  PID         -  GP0594
 GP0594  STATE/COUNTY-  AZ/COCONINO
 GP0594  USGS QUAD   -  DESERT VIEW (1988)
 GP0594
 GP0594                         *CURRENT SURVEY CONTROL
 GP0594  ___________________________________________________________________
 GP0594* NAD 83(2007)-  36 02 26.77440(N)    111 49 48.92304(W)     ADJUSTED  
 GP0594* NAVD 88     -      2286.6    (meters)    7502.     (feet)  GPS OBS   
 GP0594  ___________________________________________________________________
 GP0594  EPOCH DATE  -        2007.00
 GP0594  X           -  -1,920,709.732 (meters)                     COMP
 GP0594  Y           -  -4,794,772.199 (meters)                     COMP
 GP0594  Z           -   3,733,182.315 (meters)                     COMP
 GP0594  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 GP0594  ELLIP HEIGHT-        2263.379 (meters)          (02/10/07) ADJUSTED
 GP0594  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GP0594
 GP0594  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0594  Type    PID    Designation                      North   East  Ellip
 GP0594  -------------------------------------------------------------------
 GP0594  NETWORK GP0594 NAVAJO POINT                      0.22   0.20   0.55
 GP0594  -------------------------------------------------------------------
 GP0594
 GP0594.The horizontal coordinates were established by GPS observations
 GP0594.and adjusted by the National Geodetic Survey in February 2007.
 GP0594
 GP0594.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0594.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0594.The horizontal coordinates are valid at the epoch date displayed above.
 GP0594.The epoch date for horizontal control is a decimal equivalence
 GP0594.of Year/Month/Day.
 GP0594
 GP0594.The orthometric height was determined by GPS observations and a
 GP0594.high-resolution geoid model.
 GP0594
 GP0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0594
 GP0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0594
 GP0594.The ellipsoidal height was determined by GPS observations
 GP0594.and is referenced to NAD 83.
 GP0594
 GP0594.The geoid height was determined by GEOID03.
 GP0594
 GP0594;                    North         East     Units Scale Factor Converg.
 GP0594;SPC AZ C     -   559,039.780   221,146.278   MT  0.99990075   +0 03 03.0
 GP0594;SPC AZ C     - 1,834,120.01    725,545.53   iFT  0.99990075   +0 03 03.0
 GP0594;UTM  12      - 3,988,789.371   425,208.687   MT  0.99966892   -0 29 18.6
 GP0594
 GP0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0594!SPC AZ C     -   0.99964489  x   0.99990075  =   0.99954568
 GP0594!UTM  12      -   0.99964489  x   0.99966892  =   0.99931393
 GP0594
 GP0594:                Primary Azimuth Mark                     Grid Az
 GP0594:SPC AZ C     -  DESERT VIEW INDIAN WATCH TOWER           045 03 02.3
 GP0594:UTM  12      -  DESERT VIEW INDIAN WATCH TOWER           045 35 23.9
 GP0594
 GP0594|---------------------------------------------------------------------|
 GP0594| PID    Reference Object                     Distance      Geod. Az  |
 GP0594|                                                           dddmmss.s |
 GP0594| GP0593 DESERT VIEW INDIAN WATCH TOWER      APPROX. 0.5 KM 0450605.3 |
 GP0594| CH3775 NAVAJO POINT RM 2                    19.040 METERS 18327     |
 GP0594| CH3776 NAVAJO POINT RM 3 AZIMUTH                          2475224.4 |
 GP0594| CH3774 NAVAJO POINT RM 1                     9.032 METERS 29539     |
 GP0594|---------------------------------------------------------------------|
 GP0594
 GP0594                          SUPERSEDED SURVEY CONTROL
 GP0594
 GP0594  ELLIP H (09/30/99) 2263.393  (m)                       GP(       ) 3 1
 GP0594  NAD 83(1992)-  36 02 26.77450(N)    111 49 48.91758(W) AD(       ) B
 GP0594  NAD 83(1992)-  36 02 26.77452(N)    111 49 48.92250(W) AD(       ) A
 GP0594  ELLIP H (09/30/92) 2263.417  (m)                       GP(       ) 2 1
 GP0594  NAD 83(1986)-  36 02 26.77450(N)    111 49 48.91758(W) AD(       ) 1
 GP0594  NAD 27      -  36 02 26.81800(N)    111 49 46.34400(W) AD(       ) 1
 GP0594  NGVD 29 (05/08/89) 2285.3    (m)         7498.     (f) VERT ANG    3  
 GP0594
 GP0594.Superseded values are not recommended for survey control.
 GP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0594.See file dsdata.txt to determine how the superseded data were derived.
 GP0594
 GP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2520988789(NAD 83)
 GP0594_MARKER: DS = TRIANGULATION STATION DISK
 GP0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0594_SP_SET: CONCRETE POST
 GP0594_STAMPING: NAVAJO PT 1934
 GP0594_MARK LOGO: CGS   
 GP0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0594+STABILITY: SURFACE MOTION
 GP0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0594+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 GP0594
 GP0594  HISTORY     - Date     Condition        Report By
 GP0594  HISTORY     - 1934     MONUMENTED       CGS
 GP0594  HISTORY     - 1934     GOOD             CGS
 GP0594  HISTORY     - 1956     GOOD             USGS
 GP0594  HISTORY     - 19920203 GOOD             NGS
 GP0594  HISTORY     - 19951211 GOOD             CHANCE
 GP0594  HISTORY     - 19981119 GOOD             NGS
 GP0594  HISTORY     - 19990426 GOOD             NGS
 GP0594  HISTORY     - 20001204 MARK NOT FOUND   NGS
 GP0594
 GP0594                          STATION DESCRIPTION
 GP0594
 GP0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0594'ON THE SOUTH RIM OF GRAND CANYON, ABOUT 0.2 MILE WEST OF DESERT
 GP0594'VIEW LOOKOUT TOWER, 39 FEET BACK WEST FROM CANYON RIM, ABOUT
 GP0594'90 PACES NORTH-NORTHWEST OF PARK ROAD.
 GP0594'
 GP0594'REACHED FROM GRAND CANYON BY TAKING GRAND CANYON-CAMERON
 GP0594'HIGHWAY EAST FOR 24.0 MILES, TO A POINT 0.2 MILE WEST OF
 GP0594'DESERT VIEW, TURN LEFT OFF HIGHWAY AND GO 0.1 MILE TO CANYON
 GP0594'RIM AND STATION.
 GP0594'
 GP0594'REFERENCE MARK NO. 3, (AZIMUTH MARK) LIES ABOUT 1/4 MILE WEST
 GP0594'ON CANYON RIM.
 GP0594'
 GP0594'A 19-FOOT TOWER USED AT THIS STATION TO GET ABOVE LOW TREES
 GP0594'ON CANYON RIM.
 GP0594'
 GP0594'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS.
 GP0594
 GP0594                          STATION RECOVERY (1934)
 GP0594
 GP0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GP0594'RECOVERED IN GOOD CONDITION.
 GP0594
 GP0594                          STATION RECOVERY (1956)
 GP0594
 GP0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0594'RECOVERED IN GOOD CONDITION.
 GP0594
 GP0594                          STATION RECOVERY (1992)
 GP0594
 GP0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GP0594'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE GRAND CANYON
 GP0594'NATIONAL PARK, ABOUT 37 KM (23.0 MI) (VIA ROAD) EAST OF THE PARK
 GP0594'HEADQUARTERS AND VISITOR CENTER, 0.45 KM (0.28 MI) SOUTHWEST OF THE
 GP0594'DESERT VIEW LOOKOUT TOWER, 0.8 KM (0.5 MI) NORTHEAST OF NAVAJO POINT
 GP0594'VIEWPOINT, ALONG THE SOUTH RIM, IN LIGHT WOODS, BETWEEN THE RIM AND
 GP0594'STATE HIGHWAY 64.  OWNERSHIP--NATIONAL PARK SERVICE.  CONTACT JAN
 GP0594'REIMER, GRAND CANYON NATIONAL PARK, RESOURCES MANAGEMENT, PHONE
 GP0594'602-638-7751, FOR PERMISSION TO DRIVE THE LAST 90 M (295.3 FT) TO THE
 GP0594'STATION.  DO NOT ATTEMPT TO DRIVE TO STATION WITHOUT EXPRESS
 GP0594'PERMISSION.
 GP0594'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND THE
 GP0594'WEST ENTRANCE TO THE DESERT VIEW WATCHTOWER PARKING LOT, GO SOUTHWEST
 GP0594'ON HIGHWAY 64 FOR 0.34 KM (0.21 MI) TO A SMALL CLEARING ON THE RIGHT
 GP0594'ON THE INSIDE OF A CURVE AND END OF TRUCK TRAVEL.  WALK NORTHERLY ON
 GP0594'DIM ROAD FOR ABOUT 90 M (295.3 FT) TO THE STATION AT A SMALL
 GP0594'PROMONTORY.
 GP0594'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 GP0594'PROJECTING 30 CM ABOVE GROUND.  LOCATED 10.0 M (32.8 FT) SOUTHEAST OF
 GP0594'THE SOLID PART OF THE RIM AND 0.7 M (2.3 FT) EAST OF A FIBERGLASS
 GP0594'WITNESS POST.
 GP0594
 GP0594                          STATION RECOVERY (1995)
 GP0594
 GP0594'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 GP0594'RECOVERED AS DESCRIBED AND IN GOOD CONDITION
 GP0594
 GP0594                          STATION RECOVERY (1998)
 GP0594
 GP0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GP0594'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE GRAND CANYON
 GP0594'NATIONAL PARK, 50.85 KM (31.60 MI) NORTHWEST OF THE JUNCTION OF US
 GP0594'HIGHWAY 89 AND STATE HIGHWAY 64 IN CAMERON, 37.0 KM (23.00 MI) EAST OF
 GP0594'THE PARK HEADQUARTERS AND VISITOR CENTER.  OWNERSHIP--US NATIONAL PARK
 GP0594'SERVICE.  CONTACT MS. MALLORY SMITH, PUBLIC AFFAIRS, BEFORE OCCUPYING
 GP0594'THE STATION, PHONE 520-638-7903.  TO REACH THE STATION FROM THE
 GP0594'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 64 IN CAMERON, GO
 GP0594'NORTHWEST ON STATE HIGHWAY 64 FOR 49.89 KM (31.00 MI) TO THE TOLL
 GP0594'BOOTH AT THE EAST ENTRANCE OF THE NATIONAL PARK.  CONTINUE AHEAD,
 GP0594'SOUTHWEST ON HIGHWAY 64 FOR 0.88 KM (0.55 MI) TO A DIM TRAIL ON THE
 GP0594'RIGHT, ALSO LOCATED 0.24 KM (0.15 MI) NORTHEAST OF HIGHWAY 64 MILEPOST
 GP0594'263).  PARK THE TRUCK AT THE ENTRANCE OF THE TRAIL AS YOU WILL HAVE TO
 GP0594'PACK INTO THE STATION AT THIS POINT.  PACK NORTHERLY ON THE TRAIL FOR
 GP0594'ABOUT 91.44 M (300.00 FT) TO THE STATION PROJECTING 30 CM ABOVE GROUND
 GP0594'NEAR THE RIM OF THE CANYON.  NOTE--GROUND CACTUS IS ABUNDANT IN THIS
 GP0594'AREA AND STURDY SHOES ARE REQUIRED.  THE STATION IS A US COAST AND
 GP0594'GEODETIC TRIANGULATION STATION DISK SET IN THE TOP OF A SQUARE
 GP0594'CONCRETE POST PROJECTING 30 CM ABOVE THE GROUND.  IT IS 10.0 M (32.8
 GP0594'FT) SOUTHEAST OF THE RIM OF THE CANYON AND 1.37 M (4.49 FT) EAST OF A
 GP0594'FIBERGLASS WITNESS POST.
 GP0594
 GP0594                          STATION RECOVERY (1999)
 GP0594
 GP0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GP0594'RECOVERED AS DESCRIBED.
 GP0594
 GP0594                          STATION RECOVERY (2000)
 GP0594
 GP0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 GP0594'STATION DISK REMOVED BY VANDALS.  REPORT OF MISSING STATION MARK CAME
 GP0594'FROM GRAND CANYON MONITORING AND RESEARCH CENTER SURVEY PERSONNEL WHO
 GP0594'ARE LONG TIME USERS OF THIS STATION.  STATION FOUND VANDALIZED IN
 GP0594'NOVEMBER, 2000.  STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0609 ***********************************************************************
 GP0609  DESIGNATION -  NAVAJO SPRING
 GP0609  PID         -  GP0609
 GP0609  STATE/COUNTY-  AZ/COCONINO
 GP0609  USGS QUAD   -  LEES FERRY (1985)
 GP0609
 GP0609                         *CURRENT SURVEY CONTROL
 GP0609  ___________________________________________________________________
 GP0609* NAD 83(1992)-  36 46 24.44508(N)    111 37 15.80888(W)     ADJUSTED  
 GP0609* NAVD 88     -      1214.2    (meters)    3984.     (feet)  VERTCON   
 GP0609  ___________________________________________________________________
 GP0609  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 GP0609  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0609  HORZ ORDER  -  SECOND
 GP0609
 GP0609.The horizontal coordinates were established by classical geodetic methods
 GP0609.and adjusted by the National Geodetic Survey in August 1993.
 GP0609
 GP0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0609
 GP0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0609
 GP0609.The geoid height was determined by GEOID03.
 GP0609
 GP0609;                    North         East     Units Scale Factor Converg.
 GP0609;SPC AZ C     -   640,372.632   239,747.870   MT  0.99990858   +0 10 37.1
 GP0609;SPC AZ C     - 2,100,960.08    786,574.38   iFT  0.99990858   +0 10 37.1
 GP0609;UTM  12      - 4,069,921.523   444,576.883   MT  0.99963784   -0 22 18.5
 GP0609
 GP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0609!SPC AZ C     -   0.99981313  x   0.99990858  =   0.99972173
 GP0609!UTM  12      -   0.99981313  x   0.99963784  =   0.99945104
 GP0609
 GP0609:                Primary Azimuth Mark                     Grid Az
 GP0609:SPC AZ C     -  HIGHWAY 89 STA 3562+00                   021 17 23.3
 GP0609:UTM  12      -  HIGHWAY 89 STA 3562+00                   021 50 18.9
 GP0609
 GP0609|---------------------------------------------------------------------|
 GP0609| PID    Reference Object                     Distance      Geod. Az  |
 GP0609|                                                           dddmmss.s |
 GP0609| CH3780 HIGHWAY 89 STA 3562+00                             0212800.4 |
 GP0609| CH3778 NAVAJO SPRING RM 1                   28.525 METERS 04633     |
 GP0609| GP0613 HIGHWAY 89 STA 3551+15               65.471 METERS 16045     |
 GP0609| CH3779 NAVAJO SPRING RM 2                   21.093 METERS 17112     |
 GP0609| CH3777 NAVAJO SPRING AZ MK                                2010327.8 |
 GP0609|---------------------------------------------------------------------|
 GP0609
 GP0609                          SUPERSEDED SURVEY CONTROL
 GP0609
 GP0609  NAD 83(1986)-  36 46 24.44304(N)    111 37 15.80796(W) AD(       ) 2
 GP0609  NAD 27      -  36 46 24.48600(N)    111 37 13.23500(W) AD(       ) 2
 GP0609  NGVD 29 (05/08/89) 1213.3    (m)         3981.     (f) VERT ANG    3  
 GP0609
 GP0609.Superseded values are not recommended for survey control.
 GP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0609.See file dsdata.txt to determine how the superseded data were derived.
 GP0609
 GP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4457769922(NAD 83)
 GP0609_MARKER: DS = TRIANGULATION STATION DISK
 GP0609_SETTING: 80 = SET IN A BOULDER
 GP0609_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0609
 GP0609  HISTORY     - Date     Condition        Report By
 GP0609  HISTORY     - 1934     MONUMENTED       CGS
 GP0609  HISTORY     - 1947     GOOD             CGS
 GP0609  HISTORY     - 1954     GOOD             USGS
 GP0609
 GP0609                          STATION DESCRIPTION
 GP0609
 GP0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0609'3.3 MILES SOUTH OF MARBLE CANYON BRIDGE ACROSS COLORADO
 GP0609'RIVER, MEASURED ALONG U.S. HIGHWAY 89, 54 FEET EAST OF CENTER OF
 GP0609'HIGHWAY, AND ABOUT 3/4 MILE WEST OF FOOT OF ROCKY BLUFFS
 GP0609'EXTENDING SOUTH FROM COLORADO RIVER CROSSING AT MARBLE CANYON.
 GP0609'
 GP0609'REACHED FROM MARBLE CANYON BRIDGE BY TAKING U.S. HIGHWAY
 GP0609'89 SOUTH FOR 3.3 MILES TO STATION.
 GP0609'
 GP0609'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS AN ARIZONA STATE
 GP0609'HIGHWAY TABLET BENCH MARK SET IN EAST HEADWALL OF CULVERT,
 GP0609'STAMPED 3562 + 00.
 GP0609'
 GP0609'HIGHWAY STATION MARK, A 6- BY 6-INCH CONCRETE POST, PROJECTING
 GP0609'ABOUT 2 FEET ABOVE GROUND, PAINTED STATION 3551 + 15, LYING
 GP0609'214.8 FEET SOUTHEAST OF STATION.
 GP0609'
 GP0609'SURFACE MARK AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS
 GP0609'DESCRIBED.  THERE IS NO UNDERGROUND MARK.
 GP0609
 GP0609                          STATION RECOVERY (1947)
 GP0609
 GP0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0609'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS IN
 GP0609'GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AS THE
 GP0609'OLD STATE HIGHWAY MARK IS IN DANGER OF BEING DESTROYED IF
 GP0609'THE HIGHWAY IS WIDENED.
 GP0609'
 GP0609'THE MARK IS A STANDARD DISK STAMPED NAVAJO SPRING 1934, SET
 GP0609'IN A BOULDER PROJECTING ABOUT 3 INCHES.  IT IS 60 METERS
 GP0609'SOUTH OF THE FENCE ENCLOSING THE STATE HIGHWAY MAINTAINANCE
 GP0609'BUILDING, AND 15 METERS EAST OF U.S. HIGHWAY 89.
 GP0609'
 GP0609'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED NAVAJO SPG. NO
 GP0609'1 1934, SET IN A BOULDER PROJECTING ABOUT 5 INCHES.  IT
 GP0609'IS 18 METERS EAST OF THE CEN. OF HIGHWAY, 33 METERS SOUTH OF
 GP0609'THE FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 GP0609'
 GP0609'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED NAVAJO SPG.
 GP0609'NO 2 1934, SET IN A BOULDER PROJECTING ABOUT 3 INCHES.  IT
 GP0609'IS ABOUT 20 METERS EAST OF THE CENTER OF THE HIGHWAY, AND
 GP0609'ABOUT THE SAME ELEVATION AS THE STATION.
 GP0609'
 GP0609'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NAVAJO SPRING
 GP0609'1947, SET IN THE TOP OF A BOULDER 4 BY 5 FEET AND PROJECTING
 GP0609'ABOUT 2 FEET.  IT IS 3/4 MILE SOUTH SOUTHWEST OF STATION,
 GP0609'86 PACES EAST SOUTHEAST OF HIGHWAY MARK 3514+10,
 GP0609'AND IN THE LARGEST BOULDER IN THE VICINITY.
 GP0609'
 GP0609'TO REACH THE AZIMUTH FROM THE STATION GO SOUTH ON U.S. HIGHWAY
 GP0609'89 FOR 0.75 MILE TO THE CULVERT AND THE STATE MARK, THENCE
 GP0609'EAST TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 GP0609'
 GP0609'TO REACH THE STATION FROM THE EAST END OF THE NAVAJO BRIDGE
 GP0609'GO EAST AND SOUTH ON U.S. HIGHWAY FOR 3.3 MILES OR JUST AFTER
 GP0609'PASSING THE MAINTAINANCE PROPERTY AND THE MARK ON THE EAST
 GP0609'AS DESCRIBED ABOVE.
 GP0609
 GP0609                          STATION RECOVERY (1954)
 GP0609
 GP0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0135 ***********************************************************************
 DB0135  DESIGNATION -  NAVI
 DB0135  PID         -  DB0135
 DB0135  STATE/COUNTY-  AZ/YUMA
 DB0135  USGS QUAD   -  WELLTON MESA (1982)
 DB0135
 DB0135                         *CURRENT SURVEY CONTROL
 DB0135  ___________________________________________________________________
 DB0135* NAD 83(1992)-  32 40 48.69220(N)    114 03 05.98181(W)     ADJUSTED  
 DB0135* NAVD 88     -       103.258  (meters)     338.77   (feet)  ADJUSTED  
 DB0135  ___________________________________________________________________
 DB0135  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DB0135  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB0135  DYNAMIC HT  -         103.140 (meters)     338.39  (feet)  COMP
 DB0135  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 DB0135
 DB0135  HORZ ORDER  -  FIRST
 DB0135  VERT ORDER  -  FIRST     CLASS II
 DB0135
 DB0135.The horizontal coordinates were established by classical geodetic methods
 DB0135.and adjusted by the National Geodetic Survey in August 1993.
 DB0135
 DB0135.The orthometric height was determined by differential leveling
 DB0135.and adjusted in June 1991.
 DB0135
 DB0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0135
 DB0135.The geoid height was determined by GEOID03.
 DB0135
 DB0135.The dynamic height is computed by dividing the NAVD 88
 DB0135.geopotential number by the normal gravity value computed on the
 DB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0135.degrees latitude (g = 980.6199 gals.).
 DB0135
 DB0135.The modeled gravity was interpolated from observed gravity values.
 DB0135
 DB0135;                    North         East     Units Scale Factor Converg.
 DB0135;SPC AZ W     -   186,334.319   185,069.318   MT  0.99994320   -0 09 46.4
 DB0135;SPC AZ W     -   611,333.07    607,182.80   iFT  0.99994320   -0 09 46.4
 DB0135;UTM  11      - 3,619,676.733   776,462.075   MT  1.00054257   +1 35 34.7
 DB0135;UTM  12      - 3,619,951.003   213,845.651   MT  1.00060983   -1 38 55.9
 DB0135
 DB0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0135!SPC AZ W     -   0.99998899  x   0.99994320  =   0.99993219
 DB0135!UTM  11      -   0.99998899  x   1.00054257  =   1.00053155
 DB0135!UTM  12      -   0.99998899  x   1.00060983  =   1.00059881
 DB0135
 DB0135|---------------------------------------------------------------------|
 DB0135| PID    Reference Object                     Distance      Geod. Az  |
 DB0135|                                                           dddmmss.s |
 DB0135| DB0134 NAVI RM 1                            22.107 METERS 20741     |
 DB0135| DB0133 NAVI RM 2                            10.851 METERS 31134     |
 DB0135| DB1243 RADAR TOWER CENTER OF HUB           399.309 METERS 35131     |
 DB0135| DB1244 RADAR                               378.245 METERS 35435     |
 DB0135|---------------------------------------------------------------------|
 DB0135
 DB0135                          SUPERSEDED SURVEY CONTROL
 DB0135
 DB0135  NAD 83(1986)-  32 40 48.69050(N)    114 03 05.98947(W) AD(       ) 1
 DB0135  NAD 27      -  32 40 48.52020(N)    114 03 03.22740(W) AD(       ) 1
 DB0135  NGVD 29 (??/??/??)  102.624  (m)          336.69   (f) ADJUSTED    1 2
 DB0135
 DB0135.Superseded values are not recommended for survey control.
 DB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0135.See file dsdata.txt to determine how the superseded data were derived.
 DB0135
 DB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7646219677(NAD 83)
 DB0135_MARKER: DE = TRAVERSE STATION DISK
 DB0135_SETTING: 66 = SET IN ROCK OUTCROP
 DB0135_SP_SET: BEDROCK
 DB0135_STAMPING: NAVI 1960
 DB0135_MARK LOGO: CGS   
 DB0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0135+STABILITY: POSITION/ELEVATION WELL
 DB0135
 DB0135  HISTORY     - Date     Condition        Report By
 DB0135  HISTORY     - 1960     MONUMENTED       CGS
 DB0135  HISTORY     - 1962     GOOD             AMS
 DB0135  HISTORY     - 1971     GOOD             NGS
 DB0135  HISTORY     - 1971     GOOD             NGS
 DB0135  HISTORY     - 1981     GOOD             NGS
 DB0135  HISTORY     - 1981     GOOD             NGS
 DB0135  HISTORY     - 1981     GOOD             NGS
 DB0135  HISTORY     - 1981     GOOD             NGS
 DB0135  HISTORY     - 20090206 POOR             GEOCAC
 DB0135
 DB0135                          STATION DESCRIPTION
 DB0135
 DB0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0135'THE STATION IS 5 MILES EAST OF WELLTON ALONG U.S. HIGHWAY 80,
 DB0135'200 YARDS NORTH OF THE HIGHWAY, 100 YARDS WEST OF A ROAD
 DB0135'LEADING UP THE SOUTH SLOPE OF A LOW HILL AND ON THE SUMMIT
 DB0135'OF THE FIRST RISE AT THE EXTREME SOUTH BASE OF THE HILL.
 DB0135'
 DB0135'TO REACH THE STATION FROM THE POST OFFICE AT WELLTON, PROCEED
 DB0135'EASTERLY ALONG U.S. HIGHWAY 80 FOR 5 MILES TO A LOW HILL ON THE
 DB0135'LEFT, NORTH, SIDE OF THE HIGHWAY AND A TRACK ROAD LEADING
 DB0135'UP THE SOUTH SLOPE OF THE HILL, TURN LEFT, NORTH, PASSING OVER
 DB0135'THE BRIDGE AND IRRIGATION CANAL THENCE TURN LEFT, WEST, TO THE
 DB0135'SUMMIT OF A LOW RISE AND THE STATION.
 DB0135'
 DB0135'THE STATION MARK, STAMPED NAVI 1960, IS A STANDARD TRAVERSE
 DB0135'DISK SET IN CONCRETE IN A DRILL HOLE IN THE OUTCROPPING BEDROCK
 DB0135'FLUSH WITH THE SURFACE.
 DB0135'
 DB0135'REFERENCE MARK 1, STAMPED NAVI NO 1 1960, IS A STANDARD DISK
 DB0135'SET IN CONCRETE IN A DRILL HOLE IN THE OUTCROPPING BEDROCK
 DB0135'AND IS 2 FEET LOWER THAN THE STATION MARK.
 DB0135'
 DB0135'REFERENCE MARK 2, STAMPED NAVI NO 2 1960, IS A STANDARD DISK
 DB0135'SET IN CONCRETE IN A DRILL HOLE IN THE OUTCROPPING BEDROCK
 DB0135'AND IS ABOUT LEVEL WITH THE STATION MARK.
 DB0135'
 DB0135'A 2-WHEEL DRIVE STATION.
 DB0135
 DB0135                          STATION RECOVERY (1962)
 DB0135
 DB0135'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DB0135'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DB0135'AS DESCRIBED.
 DB0135
 DB0135                          STATION RECOVERY (1971)
 DB0135
 DB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB0135'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DB0135'RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE
 DB0135'REFERENCE MARKS COMPARED FAVORABLY WITH 1960 OBSERVATIONS.  A
 DB0135'COMPLETE NEW DESCRIPTION FOLLOWS.
 DB0135'
 DB0135'THE STATION IS ABOUT 6 MILES WEST OF TACNA, 5.5 MILES EAST OF
 DB0135'WELLTON, 400 YARDS SOUTH-SOUTHWEST OF THE TOP OF THE HILL, AND 200
 DB0135'YARDS NORTH OF U.S. HIGHWAY 80.
 DB0135'
 DB0135'TO REACH THE STATION FROM THE POST OFFICE IN WELLTON, GO EAST ON
 DB0135'U.S. HIGHWAY 80 FOR 6.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 DB0135'GO NORTH CROSSING NARROW BRIDGE OVER CANAL FOR 0.1 MILE, THENCE
 DB0135'LEFT, WEST, FOR ABOUT 50 YARDS TO THE HIGHEST POINT OF A LOW SANDY
 DB0135'HILL AND THE STATION.
 DB0135'
 DB0135'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK STAMPED NAVI
 DB0135'1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH
 DB0135'WITH THE SURFACE.
 DB0135'
 DB0135'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NAVI NO 1 1960, CEMENTED
 DB0135'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH ON THE SOUTH
 DB0135'SIDE AND PROJECTS 12 INCHES ON THE NORTH SIDE.  IT IS 2 FEET LOWER
 DB0135'THAN THE STATION.
 DB0135'
 DB0135'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NAVI NO 2 1960, CEMENTED
 DB0135'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE SURFACE.
 DB0135'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 DB0135'
 DB0135'TRIANGULATION STATION RADAR CAN BE USED AS THE AZIMUTH MARK.
 DB0135'
 DB0135'THE GEODIMETER AND TRAVERSE DISTANCES ABOVE ARE REDUCED TO SEA
 DB0135'LEVEL.
 DB0135'
 DB0135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES EAST OF
 DB0135'WELLTON.
 DB0135
 DB0135                          STATION RECOVERY (1971)
 DB0135
 DB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DB0135'5.5 MI E FROM WELLTON.
 DB0135'6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0135'WELLTON TO A SIDE ROAD LEFT, THENCE NORTH FOR 0.1 MILE CROSSING
 DB0135'OVER NARROW CANAL BRIDGE, THENCE WEST FOR ABOUT 50 YARDS TO THE
 DB0135'HIGHEST POINT OF A LOW SANDY HILL AND THE STATION, 72.52 FEET
 DB0135'NORTHEAST OF R.M. 1, 35.60 FEET SOUTHEAST OF R.M. 2, CEMENTED
 DB0135'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE
 DB0135'GROUND SURFACE.
 DB0135
 DB0135                          STATION RECOVERY (1981)
 DB0135
 DB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0135'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.
 DB0135
 DB0135                          STATION RECOVERY (1981)
 DB0135
 DB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0135'RECOVERED IN GOOD CONDITION.
 DB0135
 DB0135                          STATION RECOVERY (1981)
 DB0135
 DB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0135'RECOVERED IN GOOD CONDITION.
 DB0135
 DB0135                          STATION RECOVERY (1981)
 DB0135
 DB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0135'RECOVERED IN GOOD CONDITION.
 DB0135
 DB0135                          STATION RECOVERY (2009)
 DB0135
 DB0135'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0135'RECOVERED STATION NAVI IN POOR CONDITION, ALONG WITH RM 1 AND RM 2
 DB0135'IN GOOD CONDITION. THE CAP OF THE STATION DISK IS GONE, BUT THE STEM
 DB0135'REMAINS SOLIDLY MOUNTED IN THE DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0134 ***********************************************************************
 DB0134  DESIGNATION -  NAVI RM 1
 DB0134  PID         -  DB0134
 DB0134  STATE/COUNTY-  AZ/YUMA
 DB0134  USGS QUAD   -  WELLTON MESA (1982)
 DB0134
 DB0134                         *CURRENT SURVEY CONTROL
 DB0134  ___________________________________________________________________
 DB0134* NAD 83(1986)-  32 40 48.     (N)    114 03 06.     (W)     SCALED    
 DB0134* NAVD 88     -       102.091  (meters)     334.94   (feet)  ADJUSTED  
 DB0134  ___________________________________________________________________
 DB0134  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB0134  DYNAMIC HT  -         101.975 (meters)     334.56  (feet)  COMP
 DB0134  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 DB0134
 DB0134  VERT ORDER  -  FIRST     CLASS II
 DB0134
 DB0134.The horizontal coordinates were scaled from a topographic map and have
 DB0134.an estimated accuracy of +/- 6 seconds.
 DB0134
 DB0134.The orthometric height was determined by differential leveling
 DB0134.and adjusted in June 1991.
 DB0134
 DB0134.The geoid height was determined by GEOID03.
 DB0134
 DB0134.The dynamic height is computed by dividing the NAVD 88
 DB0134.geopotential number by the normal gravity value computed on the
 DB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0134.degrees latitude (g = 980.6199 gals.).
 DB0134
 DB0134.The modeled gravity was interpolated from observed gravity values.
 DB0134
 DB0134;                    North         East    Units  Estimated Accuracy
 DB0134;SPC AZ W     -   186,310.      185,070.      MT  (+/- 180 meters Scaled)
 DB0134
 DB0134                          SUPERSEDED SURVEY CONTROL
 DB0134
 DB0134  NGVD 29 (??/??/??)  101.455  (m)          332.86   (f) ADJUSTED    1 2
 DB0134
 DB0134.Superseded values are not recommended for survey control.
 DB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0134.See file dsdata.txt to determine how the superseded data were derived.
 DB0134
 DB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS764196(NAD 83)
 DB0134_MARKER: DR = REFERENCE MARK DISK
 DB0134_SETTING: 66 = SET IN ROCK OUTCROP
 DB0134_SP_SET: BEDROCK
 DB0134_STAMPING: NAVI NO 1 1960
 DB0134_MARK LOGO: CGS   
 DB0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0134+STABILITY: POSITION/ELEVATION WELL
 DB0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0134+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DB0134
 DB0134  HISTORY     - Date     Condition        Report By
 DB0134  HISTORY     - 1960     MONUMENTED       CGS
 DB0134  HISTORY     - 1971     GOOD             NGS
 DB0134  HISTORY     - 1981     GOOD             NGS
 DB0134  HISTORY     - 1981     GOOD             NGS
 DB0134  HISTORY     - 1981     GOOD             NGS
 DB0134  HISTORY     - 20090206 GOOD             GEOCAC
 DB0134
 DB0134                          STATION DESCRIPTION
 DB0134
 DB0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0134'5.5 MI E FROM WELLTON.
 DB0134'6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0134'WELLTON TO A SIDE ROAD LEFT, THENCE NORTH FOR 0.1 MILE CROSSING
 DB0134'OVER NARROW CANAL BRIDGE, THENCE WEST FOR ABOUT 50 YARDS TO
 DB0134'HIGHEST POINT OF A LOW SANDY HILL AND THE MARK, 72.52 FEET
 DB0134'SOUTHWEST OF TRIANGULATION STATION NAVI 1960, ABOUT 2 FEET
 DB0134'LOWER THAN THE STATION, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DB0134'BEDROCK THAT PROJECTS 12 INCHES ON THE NORTH SIDE AND FLUSH ON
 DB0134'THE SOUTH.
 DB0134
 DB0134                          STATION RECOVERY (1981)
 DB0134
 DB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0134'RECOVERED IN GOOD CONDITION.
 DB0134
 DB0134                          STATION RECOVERY (1981)
 DB0134
 DB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0134'RECOVERED IN GOOD CONDITION.
 DB0134
 DB0134                          STATION RECOVERY (1981)
 DB0134
 DB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0134'RECOVERED IN GOOD CONDITION.
 DB0134
 DB0134                          STATION RECOVERY (2009)
 DB0134
 DB0134'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0133 ***********************************************************************
 DB0133  DESIGNATION -  NAVI RM 2
 DB0133  PID         -  DB0133
 DB0133  STATE/COUNTY-  AZ/YUMA
 DB0133  USGS QUAD   -  WELLTON MESA (1982)
 DB0133
 DB0133                         *CURRENT SURVEY CONTROL
 DB0133  ___________________________________________________________________
 DB0133* NAD 83(1992)-  32 40 48.92588(N)    114 03 06.29345(W)     ADJUSTED  
 DB0133* NAVD 88     -       102.954  (meters)     337.77   (feet)  ADJUSTED  
 DB0133  ___________________________________________________________________
 DB0133  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DB0133  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB0133  DYNAMIC HT  -         102.837 (meters)     337.39  (feet)  COMP
 DB0133  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 DB0133
 DB0133  HORZ ORDER  -  FIRST
 DB0133  VERT ORDER  -  FIRST     CLASS II
 DB0133
 DB0133.The horizontal coordinates were established by classical geodetic methods
 DB0133.and adjusted by the National Geodetic Survey in August 1993.
 DB0133
 DB0133.The orthometric height was determined by differential leveling
 DB0133.and adjusted in June 1991.
 DB0133
 DB0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0133
 DB0133.The geoid height was determined by GEOID03.
 DB0133
 DB0133.The dynamic height is computed by dividing the NAVD 88
 DB0133.geopotential number by the normal gravity value computed on the
 DB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0133.degrees latitude (g = 980.6199 gals.).
 DB0133
 DB0133.The modeled gravity was interpolated from observed gravity values.
 DB0133
 DB0133;                    North         East     Units Scale Factor Converg.
 DB0133;SPC AZ W     -   186,341.540   185,061.220   MT  0.99994320   -0 09 46.5
 DB0133;SPC AZ W     -   611,356.76    607,156.23   iFT  0.99994320   -0 09 46.5
 DB0133;UTM  11      - 3,619,683.707   776,453.755   MT  1.00054251   +1 35 34.5
 DB0133;UTM  12      - 3,619,958.437   213,837.737   MT  1.00060989   -1 38 56.1
 DB0133
 DB0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0133!SPC AZ W     -   0.99998903  x   0.99994320  =   0.99993223
 DB0133!UTM  11      -   0.99998903  x   1.00054251  =   1.00053154
 DB0133!UTM  12      -   0.99998903  x   1.00060989  =   1.00059892
 DB0133
 DB0133|---------------------------------------------------------------------|
 DB0133| PID    Reference Object                     Distance      Geod. Az  |
 DB0133|                                                           dddmmss.s |
 DB0133| DB0135 NAVI                                 10.851 METERS 13134     |
 DB0133| DB1244 RADAR                               370.387 METERS 35544     |
 DB0133|---------------------------------------------------------------------|
 DB0133
 DB0133                          SUPERSEDED SURVEY CONTROL
 DB0133
 DB0133  NAD 83(1986)-  32 40 48.92427(N)    114 03 06.30123(W) AD(       ) 1
 DB0133  NAD 27      -  32 40 48.75392(N)    114 03 03.53898(W) AD(       ) 1
 DB0133  NGVD 29 (??/??/??)  102.317  (m)          335.69   (f) ADJUSTED    1 2
 DB0133
 DB0133.Superseded values are not recommended for survey control.
 DB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0133.See file dsdata.txt to determine how the superseded data were derived.
 DB0133
 DB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7645419684(NAD 83)
 DB0133_MARKER: DR = REFERENCE MARK DISK
 DB0133_SETTING: 66 = SET IN ROCK OUTCROP
 DB0133_SP_SET: BEDROCK
 DB0133_STAMPING: NAVI NO 2 1960
 DB0133_MARK LOGO: CGS   
 DB0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0133+STABILITY: POSITION/ELEVATION WELL
 DB0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0133+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DB0133
 DB0133  HISTORY     - Date     Condition        Report By
 DB0133  HISTORY     - 1971     MONUMENTED       NGS
 DB0133  HISTORY     - 1971     GOOD             NGS
 DB0133  HISTORY     - 1981     GOOD             NGS
 DB0133  HISTORY     - 1981     GOOD             NGS
 DB0133  HISTORY     - 1981     GOOD             NGS
 DB0133  HISTORY     - 20090206 GOOD             GEOCAC
 DB0133
 DB0133                          STATION DESCRIPTION
 DB0133
 DB0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0133'TO REACH STATION NAVI FROM THE POST OFFICE IN WELLTON, GO EAST ON
 DB0133'U.S. HIGHWAY 80 FOR 6.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 DB0133'GO NORTH CROSSING NARROW BRIDGE OVER CANAL FOR 0.1 MILE, THENCE
 DB0133'LEFT, WEST, FOR ABOUT 50 YARDS TO THE HIGHEST POINT OF A LOW SANDY
 DB0133'HILL AND THE STATION.
 DB0133'
 DB0133'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NAVI NO 2 1960, CEMENTED
 DB0133'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE SURFACE.
 DB0133'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 DB0133
 DB0133                          STATION RECOVERY (1971)
 DB0133
 DB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DB0133'5.5 MI E FROM WELLTON.
 DB0133'6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0133'WELLTON TO A SIDE ROAD LEFT, THENCE NORTH FOR 0.1 MILE CROSSING
 DB0133'OVER NARROW CANAL BRIDGE, THENCE WEST FOR ABOUT 50 YARDS TO
 DB0133'HIGHEST POINT OF A LOW SANDY HILL AND THE MARK, 35.60 FEET
 DB0133'NORTHWEST OF TRIANGULATION STATION NAVI 1960, CEMENTED IN A
 DB0133'DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE GROUND
 DB0133'SURFACE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DB0133
 DB0133                          STATION RECOVERY (1981)
 DB0133
 DB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0133'RECOVERED IN GOOD CONDITION.
 DB0133
 DB0133                          STATION RECOVERY (1981)
 DB0133
 DB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0133'RECOVERED IN GOOD CONDITION.
 DB0133
 DB0133                          STATION RECOVERY (1981)
 DB0133
 DB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0133'RECOVERED IN GOOD CONDITION.
 DB0133
 DB0133                          STATION RECOVERY (2009)
 DB0133
 DB0133'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1439 ***********************************************************************
 CZ1439  DESIGNATION -  NAVISKA 2 RESET
 CZ1439  PID         -  CZ1439
 CZ1439  STATE/COUNTY-  AZ/PINAL
 CZ1439  USGS QUAD   -  RED ROCK (1993)
 CZ1439
 CZ1439                         *CURRENT SURVEY CONTROL
 CZ1439  ___________________________________________________________________
 CZ1439* NAD 83(2007)-  32 30 09.85333(N)    111 15 48.57700(W)     ADJUSTED  
 CZ1439* NAVD 88     -       594.120  (meters)    1949.21   (feet)  ADJUSTED  
 CZ1439  ___________________________________________________________________
 CZ1439  EPOCH DATE  -        2007.00
 CZ1439  X           -  -1,952,832.698 (meters)                     COMP
 CZ1439  Y           -  -5,018,201.983 (meters)                     COMP
 CZ1439  Z           -   3,407,882.494 (meters)                     COMP
 CZ1439  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 CZ1439  ELLIP HEIGHT-         564.518 (meters)          (02/10/07) ADJUSTED
 CZ1439  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ1439  DYNAMIC HT  -         593.342 (meters)    1946.66  (feet)  COMP
 CZ1439
 CZ1439  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1439  Type    PID    Designation                      North   East  Ellip
 CZ1439  -------------------------------------------------------------------
 CZ1439  NETWORK CZ1439 NAVISKA 2 RESET                   0.57   0.78   1.69
 CZ1439  -------------------------------------------------------------------
 CZ1439  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 CZ1439
 CZ1439  VERT ORDER  -  FIRST     CLASS II
 CZ1439
 CZ1439.The horizontal coordinates were established by GPS observations
 CZ1439.and adjusted by the National Geodetic Survey in February 2007.
 CZ1439
 CZ1439.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1439.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1439.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1439.The epoch date for horizontal control is a decimal equivalence
 CZ1439.of Year/Month/Day.
 CZ1439
 CZ1439.The orthometric height was determined by differential leveling
 CZ1439.and adjusted in June 1991.
 CZ1439
 CZ1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1439
 CZ1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1439
 CZ1439.The ellipsoidal height was determined by GPS observations
 CZ1439.and is referenced to NAD 83.
 CZ1439
 CZ1439.The geoid height was determined by GEOID03.
 CZ1439
 CZ1439.The dynamic height is computed by dividing the NAVD 88
 CZ1439.geopotential number by the normal gravity value computed on the
 CZ1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1439.degrees latitude (g = 980.6199 gals.).
 CZ1439
 CZ1439.The modeled gravity was interpolated from observed gravity values.
 CZ1439
 CZ1439;                    North         East     Units Scale Factor Converg.
 CZ1439;SPC AZ C     -   166,798.561   274,735.657   MT  0.99994644   +0 21 03.6
 CZ1439;SPC AZ C     -   547,239.37    901,363.70   iFT  0.99994644   +0 21 03.6
 CZ1439;UTM  12      - 3,596,193.100   475,248.342   MT  0.99960755   -0 08 29.7
 CZ1439
 CZ1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1439!SPC AZ C     -   0.99991137  x   0.99994644  =   0.99985782
 CZ1439!UTM  12      -   0.99991137  x   0.99960755  =   0.99951896
 CZ1439
 CZ1439|---------------------------------------------------------------------|
 CZ1439| PID    Reference Object                     Distance      Geod. Az  |
 CZ1439|                                                           dddmmss.s |
 CZ1439| CZ0477 NAVISKA 2 RM 1                       32.050 METERS 07700     |
 CZ1439| CH4397 NOGLS                                              1171412.6 |
 CZ1439| CZ0475 NAVISKA 2 RM 2                       51.984 METERS 19754     |
 CZ1439| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX. 6.5 KM 3291538.2 |
 CZ1439|---------------------------------------------------------------------|
 CZ1439
 CZ1439                          SUPERSEDED SURVEY CONTROL
 CZ1439
 CZ1439  ELLIP H (06/11/02)  564.547  (m)                       GP(       ) 4 2
 CZ1439  NAD 83(1992)-  32 30 09.85239(N)    111 15 48.57560(W) AD(       ) 1
 CZ1439  NAD 83(1992)-  32 30 09.85239(N)    111 15 48.57560(W) AD(       ) 2
 CZ1439  ELLIP H (08/23/93)  564.612  (m)                       GP(       ) 4 2
 CZ1439  NAD 83(1986)-  32 30 09.84840(N)    111 15 48.57371(W) AD(       ) 2
 CZ1439  NAD 27      -  32 30 09.59950(N)    111 15 46.19420(W) AD(       ) 2
 CZ1439  NAVD 88 (10/05/93)  594.12   (m)         1949.2    (f) LEVELING    3  
 CZ1439  NGVD 29 (05/25/90)  593.6    (m)         1948.     (f) GPS OBS     3  
 CZ1439
 CZ1439.Superseded values are not recommended for survey control.
 CZ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1439.See file dsdata.txt to determine how the superseded data were derived.
 CZ1439
 CZ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7524896193(NAD 83)
 CZ1439_MARKER: DS = TRIANGULATION STATION DISK
 CZ1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1439_SP_SET: CONCRETE POST
 CZ1439_STAMPING: NAVISKA 2 1960 1973
 CZ1439_MARK LOGO: NGS   
 CZ1439_PROJECTION: PROJECTING 1 CENTIMETERS
 CZ1439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1439+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 CZ1439
 CZ1439  HISTORY     - Date     Condition        Report By
 CZ1439  HISTORY     - 1960     MONUMENTED       CGS
 CZ1439  HISTORY     - 1971     SEE DESCRIPTION  AZHD
 CZ1439  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CZ1439  HISTORY     - 1980     GOOD             NGS
 CZ1439  HISTORY     - 1987     GOOD             NGS
 CZ1439  HISTORY     - 19910208 GOOD             NGS
 CZ1439  HISTORY     - 20040603 POOR             NGS
 CZ1439  HISTORY     - 20061210 POOR             GEOCAC
 CZ1439
 CZ1439                          STATION DESCRIPTION
 CZ1439
 CZ1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1439'THE STATION IS 4.3 MILES NORTHWEST OF MARANA AND 0.15 MILE
 CZ1439'NORTHWEST OF THE PIMA-PINAL COUNTY LINE ON THE RIGHT-OF-WAY
 CZ1439'OF STATE HIGHWAY 84, BETWEEN STATE HIGHWAY 84 AND THE OLD
 CZ1439'HIGHWAY ROADBED.
 CZ1439'
 CZ1439'TO REACH THE STATION FROM THE POST OFFICE IN MARANA GO NORTHWEST
 CZ1439'ON STATE HIGHWAY 84 FOR 4.15 MILES TO THE COUNTY LINE, CONTINUE
 CZ1439'ON THE HIGHWAY FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CZ1439'
 CZ1439'TO REACH THE U.S.G.S. BENCH MARK, USED FOR THE AZIMUTH MARK,
 CZ1439'FROM THE STATION GO SOUTHEAST ON THE HIGHWAY FOR 0.15 MILE,
 CZ1439'THEN PACK EAST ACROSS THE RAILROAD TRACKS AND CONTINUE EAST
 CZ1439'ALONG THE SOUTH SIDE OF THE FENCE FOR ABOUT 0.1 MILE TO THE
 CZ1439'U.S.G.S. BENCH MARK USED FOR THE AZIMUTH MARK AND A U.S.
 CZ1439'G.L.O. DISK THAT IS ABOUT 2 FEET NORTHWEST OF THE BENCH MARK.
 CZ1439'
 CZ1439'THE STATION MARK, STAMPED NAVISKA 2 1960, IS A STANDARD DISK
 CZ1439'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ1439'4 INCHES.  IT IS 62 FEET SOUTHWEST OF THE CENTER OF THE OLD
 CZ1439'ROADBED, 38 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 84
 CZ1439'AND 1.0 FOOT WEST OF A WITNESS POST.
 CZ1439'
 CZ1439'REFERENCE MARK NO. 1, STAMPED NAVISKA 2 NO 1 1960, IS A STANDARD
 CZ1439'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ1439'PROJECTS 4 INCHES.  IT IS 35 FEET NORTHEAST OF THE CENTER OF THE
 CZ1439'OLD ROADBED AND 2 FEET NORTHWEST OF A TELEPHONE POLE.
 CZ1439'
 CZ1439'REFERENCE MARK NO. 2, STAMPED NAVISKA 2 NO 2 1960, IS A STANDARD
 CZ1439'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ1439'PROJECTS 2 INCHES.  IT IS 99 FEET SOUTHWEST OF THE CENTER OF
 CZ1439'STATE HIGHWAY 84 AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 CZ1439'
 CZ1439'THE U.S.G.S. B.M., STAMPED NOGLS 1940 USED FOR THE AZIMUTH MARK,
 CZ1439'IS A BENCH MARK DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE
 CZ1439'THAT PROJECTS 2 FEET.  IT IS 100 FEET NORTHEAST OF THE
 CZ1439'RIGHT-OF-WAY FENCE, 9 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 CZ1439'2 FEET SOUTH OF A WITNESS POST.
 CZ1439'
 CZ1439'THE U.S. G.L.O. DISK, STAMPED T 105 R 10E R 11E S31, IS A
 CZ1439'G.L.O. DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 CZ1439'1 FOOT.  IT IS 8 FEET SOUTH OF THE EAST-WEST FENCE LINE AND
 CZ1439'1-1/2 FEET WEST OF THE WITNESS POST.
 CZ1439
 CZ1439                          STATION RECOVERY (1971)
 CZ1439
 CZ1439'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ1439'GENERAL LOCATION ABOUT 4.3 MILES NORTHWEST OF MARANA.
 CZ1439'
 CZ1439'TO REACH FROM THE UNDERPASS AT MARANA, UNDER INT. 10,
 CZ1439'FOLLOW THE FRONTAGE ROAD FOR 4.3 MILES AND TO THE STATION
 CZ1439'ON THE RIGHT.
 CZ1439'
 CZ1439'STATION MARK THE STATION MARK HAS BEEN DESTROYED, THE
 CZ1439'SUBSURFACE MARK WAS RECOVERED, DOWN ABOUT 16 FT.
 CZ1439'
 CZ1439'REFERENCE MARKS ARE STANDARD REFERENCE MARK BRASS CAPS, SET
 CZ1439'IN 12 IN SQUARE CONCRETE POSTS AND STAMPED RESPECTIVELY,
 CZ1439'NAVISKA 2 NO 1 1960 AND NAVISKA 2 NO 2 1960 THE OTHER MARKS
 CZ1439'INCLUDING THE AZIMUTH MARK COULD NOT BE FOUND AND THEY MAY BE
 CZ1439'DESTROYED.
 CZ1439
 CZ1439                          STATION RECOVERY (1973)
 CZ1439
 CZ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ1439'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 CZ1439'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 CZ1439'STATION MARK WAS FOUND ON GROUND SURFACE WITH DISK REMOVED.  A
 CZ1439'NEW SURFACE STATION MARK WAS SET OVER THE UNDERGROUND STATION
 CZ1439'AT THIS TIME.  THE ANGLES TO REFERENCE MARKS 1 AND 2 CHECK
 CZ1439'THE 1960 OBSERVATIONS VERY CLOSELY, THE DISTANCE TO REFERENCE
 CZ1439'MARK 2 IS THE SAME AS 1960.  A DIFFERENCE TO REFERENCE MARK 1
 CZ1439'WAS NOTED AND FIELD CHECKED AT THIS TIME.
 CZ1439'
 CZ1439'THE ROUTE TO THE STATION IS THE SAME AS 1960 EXCEPT OLD HIGHWAY
 CZ1439'84 IS NOW THE EAST FRONTAGE ROAD.
 CZ1439'
 CZ1439'STATION MARK IS STAMPED NAVISKA 2 1960 1973.
 CZ1439'
 CZ1439'BENCH MARK USGS IS 100 FEET EAST OF THE RAILROAD TRACKS INSTEAD
 CZ1439'OF 0.1 MILE AS STATED IN THE ORIGINAL DESCRIPTION.
 CZ1439'
 CZ1439'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1439'
 CZ1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 CZ1439'NORTHWEST OF MARANA
 CZ1439
 CZ1439                          STATION RECOVERY (1980)
 CZ1439
 CZ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1439'42.3 KM NW FROM TUCSON.
 CZ1439'42.3 KILOMETERS (26.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1439'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.4
 CZ1439'MILE) SOUTHEAST OF THE MARANA AIR PARK ROAD OVERPASS BRIDGE
 CZ1439'OVER INTERSTATE HIGHWAY 10, 60.8 METERS (19.5 FEET) SOUTHWEST OF
 CZ1439'THE SOUTHWEST RAIL OF THE MAIN TRACK, 19.1 METERS (62.7 FEET)
 CZ1439'SOUTHWEST OF THE CENTER OF THE OLD ROAD GRADE, 11.3 METERS (37.0
 CZ1439'FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 14.0 METERS
 CZ1439'(46.0 FEET) SOUTHEAST OF THE CENTER OF A POWER LINE CROSSING THE
 CZ1439'ROAD TO A METER P0LE ON THE RAILROAD RIGHT-OF-WAY.
 CZ1439'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 CZ1439'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ1439
 CZ1439                          STATION RECOVERY (1987)
 CZ1439
 CZ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ1439'THE STATION WAS RECOVERED AT THIS DATE,
 CZ1439'IN GOOD CONDITION.  REFERENCE MARKS AND AZIMUTH MARK WERE NOT
 CZ1439'SEARCHED FOR AT THIS DATE.
 CZ1439'
 CZ1439'THE STATION IS LOCATED ABOUT 64.3 KM (40 MI)
 CZ1439'NORTHWEST OF TUCSON AND
 CZ1439'14.5 KM (9 MI) SOUTHEAST OF PICACHO PEAK.
 CZ1439'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ1439'
 CZ1439'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ1439'THE MARANA INTERCHANGE WHICH IS ABOUT 1.2 KM (0.75 MI) NORTH OF
 CZ1439'MARANA, GO NORTH-NORTHEAST FOR 0.1 KM (0.05 MI) ON SANDARIO ROAD TO
 CZ1439'A STOP SIGN AT THE FRONTAGE ROAD.
 CZ1439'TURN LEFT AND GO NORTHWEST FOR 6.4 KM (4.0 MI) ON THE FRONTAGE ROAD
 CZ1439'TO THE STATION ON THE RIGHT.
 CZ1439'
 CZ1439'THE STATION IS A STANDARD NGS DISK
 CZ1439'STAMPED---NAVISKA 2 1960 1973---,
 CZ1439'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ1439'30 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 CZ1439'56.4 METERS (185.0 FT) SOUTHWEST FROM THE WESTERNMOST RAIL OF THE
 CZ1439'RAILROAD,
 CZ1439'18.7 METERS (61.3 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF AN
 CZ1439'ABANDONED PAVED ROAD,
 CZ1439'11.3 METERS (37.1 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ1439'FRONTAGE ROAD AND
 CZ1439'0.4 METERS (1.31 FT) EAST FROM A METAL WITNESS POST.  NOTE, THE
 CZ1439'1973 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 CZ1439'
 CZ1439'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ1439'
 CZ1439'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ1439'
 CZ1439'DESCRIBED BY G.S. HART.
 CZ1439
 CZ1439                          STATION RECOVERY (1991)
 CZ1439
 CZ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1439'TO REACH STATION FROM TUCSON,AZ, INTERSTATE 10 AND CONGRESS ST.(EXIT
 CZ1439'258), TRAVEL NORTH (WEST BOUND) ON I-10 APPROX 22 MI (35.4 KM) TO
 CZ1439'TRICO-MARANA RD (EXIT 236), EXIT TO EAST SIDE OF I-10 AND TRAVEL
 CZ1439'NORTH ON FRONTAGE RD 4 MI (6.4 KM) TO MARKER. 15 FT (4.6 M) EAST OF
 CZ1439'EDGE RD, WEST OF RAIL ROAD TRACKS. PINAL COUNTY, TOWNSHIP 10 SOUTH,
 CZ1439'RANGE 10 EAST, SECTION 36.
 CZ1439'MARKER IS A STANDARD 3-1/2 INCH BRONZE DISK SET IN THE TOP OF A
 CZ1439'CONCRETE POST PROJECTING 0.1 FT (0.0 M) ABOVE GROUND. STAMPED
 CZ1439'NATIONAL GEODETIC SURVEY, HORIZONTAL CONTROL, NAVISKA 2 1960  1973.
 CZ1439
 CZ1439                          STATION RECOVERY (2004)
 CZ1439
 CZ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1439'MONUMENT IS TILTING.
 CZ1439
 CZ1439                          STATION RECOVERY (2006)
 CZ1439
 CZ1439'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1439'THE MONUMENT IS LEANING, AS PER PREVIOUS RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0477 ***********************************************************************
 CZ0477  DESIGNATION -  NAVISKA 2 RM 1
 CZ0477  PID         -  CZ0477
 CZ0477  STATE/COUNTY-  AZ/PINAL
 CZ0477  USGS QUAD   -  RED ROCK (1993)
 CZ0477
 CZ0477                         *CURRENT SURVEY CONTROL
 CZ0477  ___________________________________________________________________
 CZ0477* NAD 83(1986)-  32 30 09.     (N)    111 15 47.     (W)     SCALED    
 CZ0477* NAVD 88     -       594.713  (meters)    1951.15   (feet)  ADJUSTED  
 CZ0477  ___________________________________________________________________
 CZ0477  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0477  DYNAMIC HT  -         593.934 (meters)    1948.60  (feet)  COMP
 CZ0477  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 CZ0477
 CZ0477  VERT ORDER  -  FIRST     CLASS II
 CZ0477
 CZ0477.The horizontal coordinates were scaled from a topographic map and have
 CZ0477.an estimated accuracy of +/- 6 seconds.
 CZ0477
 CZ0477.The orthometric height was determined by differential leveling
 CZ0477.and adjusted in June 1991.
 CZ0477
 CZ0477.The geoid height was determined by GEOID03.
 CZ0477
 CZ0477.The dynamic height is computed by dividing the NAVD 88
 CZ0477.geopotential number by the normal gravity value computed on the
 CZ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0477.degrees latitude (g = 980.6199 gals.).
 CZ0477
 CZ0477.The modeled gravity was interpolated from observed gravity values.
 CZ0477
 CZ0477;                    North         East    Units  Estimated Accuracy
 CZ0477;SPC AZ C     -   166,770.      274,780.      MT  (+/- 180 meters Scaled)
 CZ0477
 CZ0477                          SUPERSEDED SURVEY CONTROL
 CZ0477
 CZ0477  NGVD 29 (??/??/92)  594.200  (m)         1949.47   (f) ADJ UNCH    1 2
 CZ0477
 CZ0477.Superseded values are not recommended for survey control.
 CZ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0477.See file dsdata.txt to determine how the superseded data were derived.
 CZ0477
 CZ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA752961(NAD 83)
 CZ0477_MARKER: DR = REFERENCE MARK DISK
 CZ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0477_STAMPING: NAVISKA 2 NO 1 1960
 CZ0477_PROJECTION: PROJECTING 14 CENTIMETERS
 CZ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0477+STABILITY: SURFACE MOTION
 CZ0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0477+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0477
 CZ0477  HISTORY     - Date     Condition        Report By
 CZ0477  HISTORY     - 1960     MONUMENTED       CGS
 CZ0477  HISTORY     - 1977     GOOD             USGS
 CZ0477  HISTORY     - 1980     GOOD             NGS
 CZ0477  HISTORY     - 20040603 GOOD             NGS
 CZ0477  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0477
 CZ0477                          STATION DESCRIPTION
 CZ0477
 CZ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0477'4.3 MI NW FROM MARANA.
 CZ0477'4.3 MILES NORTHWEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0477'MARANA, 35 FEET NORTHEAST OF THE CENTER OF THE OLD ROAD BED, 2 FEET
 CZ0477'NORTHWEST OF TELEPHONE POLE, SET IN THE TOP OF 12-INCH SQUARE CONCRETE
 CZ0477'POST PROJECTING 4 INCHES.
 CZ0477
 CZ0477                          STATION RECOVERY (1977)
 CZ0477
 CZ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0477'4.3 MI. NW ON INTERSTATE HWY. 10 FROM THE POST OFFICE AT MARANA, 99
 CZ0477'FT. SW OF THE CENTERLINE OF HWY., 1 FT. NE OF THE RIGHT-OF-WAY FENCE.
 CZ0477
 CZ0477                          STATION RECOVERY (1980)
 CZ0477
 CZ0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0477'42.3 KILOMETER (26.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0477'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3
 CZ0477'MILE) NORTHWEST OF RAILROAD MILE POST 958, 0.6 KILOMETER (0.4 MILE)
 CZ0477'SOUTHEAST OF THE MARANA AIR PARK ROAD OVERPASS BRIDGE OVER
 CZ0477'INTERSTATE HIGHWAY 10, 30.9 METERS (101.3 FEET) SOUTHWEST OF THE
 CZ0477'SOUTHWEST RAIL OF THE MAIN TRACK, 25.9 METERS (85.0 FEET)
 CZ0477'SOUTHEAST OF SOUTHWEST ON OF TWO  ORANGE PIPES PROJECTING 1 METER
 CZ0477'(3 FEET) MARKING AN UNDER GROUND PIPE LINE, 10.8 METERS (35.5
 CZ0477'FEET) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 32.05
 CZ0477'METERS (105.5 FEET) EAST OF STATION NAVISKA 2 1973, 1 METER (3
 CZ0477'FEET) NORTH OF TELEPHONE NUMBER 2.
 CZ0477'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 CZ0477'THE MARK IS 0.3 M BELOW THE RAILROAD.
 CZ0477
 CZ0477                          STATION RECOVERY (2004)
 CZ0477
 CZ0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0477'RECOVERED IN GOOD CONDITION.
 CZ0477
 CZ0477                          STATION RECOVERY (2006)
 CZ0477
 CZ0477'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0475 ***********************************************************************
 CZ0475  DESIGNATION -  NAVISKA 2 RM 2
 CZ0475  PID         -  CZ0475
 CZ0475  STATE/COUNTY-  AZ/PINAL
 CZ0475  USGS QUAD   -  RED ROCK (1993)
 CZ0475
 CZ0475                         *CURRENT SURVEY CONTROL
 CZ0475  ___________________________________________________________________
 CZ0475* NAD 83(1986)-  32 30 09.     (N)    111 15 49.     (W)     SCALED    
 CZ0475* NAVD 88     -       593.404  (meters)    1946.86   (feet)  ADJUSTED  
 CZ0475  ___________________________________________________________________
 CZ0475  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0475  DYNAMIC HT  -         592.627 (meters)    1944.31  (feet)  COMP
 CZ0475  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 CZ0475
 CZ0475  VERT ORDER  -  FIRST     CLASS II
 CZ0475
 CZ0475.The horizontal coordinates were scaled from a topographic map and have
 CZ0475.an estimated accuracy of +/- 6 seconds.
 CZ0475
 CZ0475.The orthometric height was determined by differential leveling
 CZ0475.and adjusted in June 1991.
 CZ0475
 CZ0475.The geoid height was determined by GEOID03.
 CZ0475
 CZ0475.The dynamic height is computed by dividing the NAVD 88
 CZ0475.geopotential number by the normal gravity value computed on the
 CZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0475.degrees latitude (g = 980.6199 gals.).
 CZ0475
 CZ0475.The modeled gravity was interpolated from observed gravity values.
 CZ0475
 CZ0475;                    North         East    Units  Estimated Accuracy
 CZ0475;SPC AZ C     -   166,770.      274,730.      MT  (+/- 180 meters Scaled)
 CZ0475
 CZ0475                          SUPERSEDED SURVEY CONTROL
 CZ0475
 CZ0475  NGVD 29 (??/??/92)  592.885  (m)         1945.16   (f) ADJ UNCH    1 2
 CZ0475
 CZ0475.Superseded values are not recommended for survey control.
 CZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0475.See file dsdata.txt to determine how the superseded data were derived.
 CZ0475
 CZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA752961(NAD 83)
 CZ0475_MARKER: DR = REFERENCE MARK DISK
 CZ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0475_STAMPING: NAVISKA 2 NO 2 1960
 CZ0475_PROJECTION: PROJECTING 1 CENTIMETERS
 CZ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0475+STABILITY: SURFACE MOTION
 CZ0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0475+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0475
 CZ0475  HISTORY     - Date     Condition        Report By
 CZ0475  HISTORY     - 1960     MONUMENTED       CGS
 CZ0475  HISTORY     - 1977     GOOD             USGS
 CZ0475  HISTORY     - 1980     GOOD             NGS
 CZ0475  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0475
 CZ0475                          STATION DESCRIPTION
 CZ0475
 CZ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0475'4.3 MI NW FROM MARANA.
 CZ0475'4.3 MILES NORTHWEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0475'MARANA, 99 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 84, 1
 CZ0475'FOOT NORTHEAST OF THE RIGH-OF-WAY FENCE, SET IN THE TOP OF A 12-INCH
 CZ0475'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CZ0475
 CZ0475                          STATION RECOVERY (1977)
 CZ0475
 CZ0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0475'4.3 MI. NW ON INTERSTATE HWY. 10 FROM THE POST OFFICE AT MARANA, 99
 CZ0475'FT. SW OF THE CENTERLINE OF HWY., 1 FT. NE OF THE RIGHT-OF-WAY FENCE,
 CZ0475'SET IN THE TOP OF A 12 INCH SQUARE CONC. POST PROJECTING 2 INCHES.
 CZ0475'STD. RM DISK STAMPED NAVISKA 2 NO. 2 1960.
 CZ0475
 CZ0475                          STATION RECOVERY (1980)
 CZ0475
 CZ0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0475'42.3 KILOMETERS (26.3 MILES)NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0475'COMPANY RAILROAD FRON THE STATION AT TUCSON, 0.5 KILOMETER (0.3
 CZ0475'MILE) NORTHWEST OF RAILROAD MILE POST 958, 0.6 KILOMETER (0.4 MILE)
 CZ0475'SOUTHEAST OF THE MARANA AIR PARK ROAD OVERPASS BRIDGE OVER
 CZ0475'INTERSTATE HIGHWAY 10, 102.1 METERS (335.0 FEET) SOUTHWEST OF THE
 CZ0475'SOUTHWEST RAIL OF THE MAIN TRACK, 51.9 METERS (170.5 FEET) SOUTH
 CZ0475'OF THE STATION, 50.9 METERS (170.0 FEET) SOUTHEAST OF A POWER POLE ON
 CZ0475'THE ON THE SOUTHWEST FRONTAGE ROAD RIGHT-OF-WAY FOR A SPUR LINE
 CZ0475'TO THE RAILROAD, 30.2 METERS (99.0 FEET) SOUTHWEST OF THE
 CZ0475'CENTERLINE OF THE FRONTAGE ROAD, 0.3 METER (1.0 FOOT) NORTHEAST
 CZ0475'OF THE RIGHT-OF-WAY FENCE.
 CZ0475'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CZ0475'THE MARK IS .5 M BELOW THE FRONTAGE ROAD.
 CZ0475
 CZ0475                          STATION RECOVERY (2006)
 CZ0475
 CZ0475'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0154 ***********************************************************************
 FR0154  DESIGNATION -  NEAL
 FR0154  PID         -  FR0154
 FR0154  STATE/COUNTY-  AZ/COCONINO
 FR0154  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0154
 FR0154                         *CURRENT SURVEY CONTROL
 FR0154  ___________________________________________________________________
 FR0154* NAD 83(1992)-  35 15 27.61486(N)    112 06 12.04611(W)     ADJUSTED  
 FR0154* NAVD 88     -      2147.066  (meters)    7044.17   (feet)  ADJUSTED  
 FR0154  ___________________________________________________________________
 FR0154  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FR0154  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FR0154  DYNAMIC HT  -        2144.034 (meters)    7034.22  (feet)  COMP
 FR0154  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 FR0154
 FR0154  HORZ ORDER  -  SECOND
 FR0154  VERT ORDER  -  SECOND    CLASS 0
 FR0154
 FR0154.The horizontal coordinates were established by classical geodetic methods
 FR0154.and adjusted by the National Geodetic Survey in August 1993.
 FR0154
 FR0154.The orthometric height was determined by differential leveling
 FR0154.and adjusted in June 1991.
 FR0154
 FR0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0154
 FR0154.The geoid height was determined by GEOID03.
 FR0154
 FR0154.The dynamic height is computed by dividing the NAVD 88
 FR0154.geopotential number by the normal gravity value computed on the
 FR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0154.degrees latitude (g = 980.6199 gals.).
 FR0154
 FR0154.The modeled gravity was interpolated from observed gravity values.
 FR0154
 FR0154;                    North         East     Units Scale Factor Converg.
 FR0154;SPC AZ C     -   472,174.086   196,373.656   MT  0.99990355   -0 06 27.9
 FR0154;SPC AZ C     - 1,549,127.58    644,270.52   iFT  0.99990355   -0 06 27.9
 FR0154;UTM  12      - 3,902,176.278   399,632.389   MT  0.99972415   -0 38 13.1
 FR0154
 FR0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0154!SPC AZ C     -   0.99966680  x   0.99990355  =   0.99957038
 FR0154!UTM  12      -   0.99966680  x   0.99972415  =   0.99939104
 FR0154
 FR0154|---------------------------------------------------------------------|
 FR0154| PID    Reference Object                     Distance      Geod. Az  |
 FR0154|                                                           dddmmss.s |
 FR0154| FR0155 NEAL RM 1                            20.875 METERS 01132     |
 FR0154| CH3784 NEAL AZ MK                                         0184317.6 |
 FR0154| FR0153 NEAL RM 2                            17.706 METERS 29339     |
 FR0154|---------------------------------------------------------------------|
 FR0154
 FR0154                          SUPERSEDED SURVEY CONTROL
 FR0154
 FR0154  NAD 83(1986)-  35 15 27.61268(N)    112 06 12.04256(W) AD(       ) 2
 FR0154  NAD 27      -  35 15 27.56940(N)    112 06 09.45700(W) AD(       ) 2
 FR0154  NGVD 29 (??/??/92) 2146.065  (m)         7040.88   (f) ADJ UNCH    2 0
 FR0154
 FR0154.Superseded values are not recommended for survey control.
 FR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0154.See file dsdata.txt to determine how the superseded data were derived.
 FR0154
 FR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9963202176(NAD 83)
 FR0154_MARKER: DS = TRIANGULATION STATION DISK
 FR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0154_STAMPING: NEAL 1958
 FR0154_MARK LOGO: CGS   
 FR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0154+STABILITY: SURFACE MOTION
 FR0154
 FR0154  HISTORY     - Date     Condition        Report By
 FR0154  HISTORY     - 1958     MONUMENTED       CGS
 FR0154  HISTORY     - 1958     GOOD             CGS
 FR0154  HISTORY     - 1959     GOOD             CGS
 FR0154  HISTORY     - 1982     GOOD             NGS
 FR0154
 FR0154                          STATION DESCRIPTION
 FR0154
 FR0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0154'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF WILLIAMS ON
 FR0154'THE SOUTH SIDE OF U.S. HIGHWAY 66 AND 89.
 FR0154'
 FR0154'TO REACH FROM THE POST OFFICE IN WILLIAMS, GO EAST ON U.S.
 FR0154'HIGHWAY 66 AND 89 FOR 4.5 MILES TO A GATE ON THE RIGHT.  TURN
 FR0154'RIGHT, PASS THROUGH THE GATE, AND GO SOUTH AND WEST FOR 0.1
 FR0154'MILE TO THE STATION.
 FR0154'
 FR0154'THE STATION IS A STANDARD DISK, STAMPED NEAL 1958, SET IN THE
 FR0154'TOP OF SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 143
 FR0154'FEET SOUTH OF AN EAST-WEST FENCE, 200 FEET SOUTH OF THE HIGHWAY
 FR0154'AND 24 FEET SOUTH OF A WITNESS POST.
 FR0154'
 FR0154'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEAL NO 1 1958,
 FR0154'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH
 FR0154'THE GROUND AND 3 FEET LOWER THAN THE STATION.  IT IS 75 FEET
 FR0154'SOUTH OF AN EAST-WEST FENCE AND 45 FEET NORTHEAST OF A
 FR0154'WITNESS POST.
 FR0154'
 FR0154'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEAL NO 2 1958,
 FR0154'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FR0154'IT IS 140 FEET SOUTH OF AN EAST-WEST FENCE AND 50 FEET SOUTHWEST
 FR0154'OF A WITNESS POST.
 FR0154
 FR0154                          STATION RECOVERY (1958)
 FR0154
 FR0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0154'4.5 MI E FROM WILLIAMS.
 FR0154'4.5 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0154'WILLIAMS, THENCE RIGHT, THROUGH A GATE, FOR 0.1 MILE, 143 FEET SOUTH
 FR0154'OF AN EAST-WEST FENCE, 200 FEET SOUTH OF HIGHWAY 66, 24 FEET SOUTH OF
 FR0154'A WITNESS POST AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FR0154'MONUMENT THAT PROJECTS 1 INCH.
 FR0154
 FR0154                          STATION RECOVERY (1959)
 FR0154
 FR0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FR0154'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FR0154'ALL MARKS WERE FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 FR0154'ESTABLISHED.
 FR0154'
 FR0154'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 FR0154'HIGHWAYS 66 AND 89 FOR 0.6 MILE TO A GRAVELED ROAD ON THE
 FR0154'RIGHT, TURN SHARP RIGHT AND GO NORTHEASTERLY ON THE GRAVELED
 FR0154'ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT ONTO
 FR0154'THE DRIVEWAY AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FR0154'
 FR0154'THE AZIMUTH MARK, STAMPED NEAL 1958, IS A STANDARD DISK CEMENTED
 FR0154'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES.  IT IS
 FR0154'96 FEET EAST OF AN OLD WELL, 54 FEET NORTHEAST OF THE
 FR0154'CENTER OF THE DRIVEWAY AND 8.2 FEET NORTHEAST OF A WITNESS
 FR0154'POST SIGN.
 FR0154
 FR0154                          STATION RECOVERY (1982)
 FR0154
 FR0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1112 ***********************************************************************
 ET1112  DESIGNATION -  NEAL
 ET1112  PID         -  ET1112
 ET1112  STATE/COUNTY-  AZ/MOHAVE
 ET1112  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET1112
 ET1112                         *CURRENT SURVEY CONTROL
 ET1112  ___________________________________________________________________
 ET1112* NAD 83(1992)-  34 44 11.10799(N)    113 56 53.46833(W)     ADJUSTED  
 ET1112* NAVD 88     -      1140.3    (meters)    3741.     (feet)  VERTCON   
 ET1112  ___________________________________________________________________
 ET1112  LAPLACE CORR-           8.40  (seconds)                    DEFLEC99
 ET1112  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 ET1112  HORZ ORDER  -  FIRST
 ET1112
 ET1112.The horizontal coordinates were established by classical geodetic methods
 ET1112.and adjusted by the National Geodetic Survey in August 1993.
 ET1112
 ET1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1112
 ET1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1112
 ET1112.The geoid height was determined by GEOID03.
 ET1112
 ET1112;                    North         East     Units Scale Factor Converg.
 ET1112;SPC AZ W     -   414,367.633   195,211.369   MT  0.99993739   -0 06 46.5
 ET1112;SPC AZ W     - 1,359,473.86    640,457.25   iFT  0.99993739   -0 06 46.5
 ET1112;UTM  12      - 3,847,772.713   230,071.247   MT  1.00049814   -1 40 51.2
 ET1112;UTM  11      - 3,848,056.139   779,419.863   MT  1.00056242   +1 44 24.2
 ET1112
 ET1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1112!SPC AZ W     -   0.99982565  x   0.99993739  =   0.99976305
 ET1112!UTM  12      -   0.99982565  x   1.00049814  =   1.00032370
 ET1112!UTM  11      -   0.99982565  x   1.00056242  =   1.00038797
 ET1112
 ET1112|---------------------------------------------------------------------|
 ET1112| PID    Reference Object                     Distance      Geod. Az  |
 ET1112|                                                           dddmmss.s |
 ET1112| CH3783 NEAL RM 2                            11.846 METERS 01806     |
 ET1112| CH3782 NEAL RM 1                             4.963 METERS 08312     |
 ET1112| CH3781 NEAL AZ MK                                         2285839.4 |
 ET1112|---------------------------------------------------------------------|
 ET1112
 ET1112                          SUPERSEDED SURVEY CONTROL
 ET1112
 ET1112  NAD 83(1986)-  34 44 11.10871(N)    113 56 53.47717(W) AD(       ) 1
 ET1112  NAD 27      -  34 44 11.07700(N)    113 56 50.67400(W) AD(       ) 1
 ET1112  NGVD 29 (07/19/86) 1139.5    (m)         3739.     (f) VERT ANG    3  
 ET1112
 ET1112.Superseded values are not recommended for survey control.
 ET1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1112.See file dsdata.txt to determine how the superseded data were derived.
 ET1112
 ET1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3007147773(NAD 83)
 ET1112_MARKER: DS = TRIANGULATION STATION DISK
 ET1112_SETTING: 66 = SET IN ROCK OUTCROP
 ET1112_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1112
 ET1112  HISTORY     - Date     Condition        Report By
 ET1112  HISTORY     - 1945     MONUMENTED       CGS
 ET1112  HISTORY     - 1955     GOOD             CGS
 ET1112
 ET1112                          STATION DESCRIPTION
 ET1112
 ET1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 ET1112'STATION IS 14-1/2 MILES (AIR LINE) SE OF YUCCA, ON A STEEP ROCKY
 ET1112'CACTUS-COVERED HILL WHICH IS PART OF A SMALL RIDGE RISING OUT
 ET1112'OF THE FLAT COUNTRY TO THE SW OF THE S END OF THE HUALPAI
 ET1112'MOUNTAIN RANGE.  THERE IS ANOTHER HILL IN THE SAME RIDGE OF ABOUT
 ET1112'EQUAL HEIGHT ABOUT 1/2 MILE W OF THE STATION.
 ET1112'
 ET1112'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT
 ET1112'49 PACES SSE OF THE HIGHEST POINT OF THE HILL AND ABOUT 15 FEET
 ET1112'LOWER THAN THE HIGHEST POINT.  IT IS STAMPED NEAL 1945.
 ET1112'
 ET1112'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1112'WHICH PROJECTS ABOUT 7 FEET ABOVE THE GROUND AND IS STAMPED
 ET1112'NEAL NO 1 1945.  IT IS ABOUT 7 FEET HIGHER IN ELEVATION THAN
 ET1112'STATION MARK.
 ET1112'
 ET1112'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1112'PROJECTING ABOUT 8 FEET ABOVE THE GROUND AND IS STAMPED NEAL
 ET1112'NO 2 1945.  IT IS ABOUT 8 FEET HIGHER IN ELEVATION THAN THE
 ET1112'STATION MARK.
 ET1112'
 ET1112'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE E WALL OF A
 ET1112'CONCRETE WATER TANK WHICH PROJECTS ABOUT 18 INCHES ABOVE GROUND
 ET1112'AND IS STAMPED NEAL 1945.  THE WATER TANK IS LOCATED IN A
 ET1112'BARBED-WIRE CORRAL ABOUT 70 FEET WNW OF A WINDMILL AND ABOUT 216
 ET1112'FEET SW OF THE CENTER LINE OF THE YUCCA-SIGNAL ROAD.
 ET1112'
 ET1112'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON THE
 ET1112'GRADED ROAD TOWARD SIGNAL FOR 2.6 MILES TO A FORK AND SIGN
 ET1112'READING ALAMO PLANET SIGNAL.  FOLLOWING THE SIGN, TAKE THE RIGHT
 ET1112'FORK AND GO 9.5 MILES TO A FORK AND SIGN READING ALAMO SIGNAL.
 ET1112'FOLLOWING THE SIGN, TAKE THE RIGHT FORK AND GO 3.3 MILES TO A
 ET1112'WINDMILL, CORRAL, AND CONCRETE WATER TANK ON THE RIGHT AND THE
 ET1112'AZIMUTH MARK SET IN THE SIDE WALL OF THE TANK.  THIS IS THE END
 ET1112'OF TRUCK TRAVEL.  FROM HERE PACK NE ABOUT 1 MILE TO THE
 ET1112'HIGHEST POINT AND THE STATION.
 ET1112'
 ET1112'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1112
 ET1112                          STATION RECOVERY (1955)
 ET1112
 ET1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1112'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET1112'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ET1112'
 ET1112'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0155 ***********************************************************************
 FR0155  DESIGNATION -  NEAL RM 1
 FR0155  PID         -  FR0155
 FR0155  STATE/COUNTY-  AZ/COCONINO
 FR0155  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0155
 FR0155                         *CURRENT SURVEY CONTROL
 FR0155  ___________________________________________________________________
 FR0155* NAD 83(1986)-  35 15 27.     (N)    112 06 12.     (W)     SCALED    
 FR0155* NAVD 88     -      2144.856  (meters)    7036.92   (feet)  ADJUSTED  
 FR0155  ___________________________________________________________________
 FR0155  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FR0155  DYNAMIC HT  -        2141.828 (meters)    7026.98  (feet)  COMP
 FR0155  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 FR0155
 FR0155  VERT ORDER  -  SECOND    CLASS 0
 FR0155
 FR0155.The horizontal coordinates were scaled from a topographic map and have
 FR0155.an estimated accuracy of +/- 6 seconds.
 FR0155
 FR0155.The orthometric height was determined by differential leveling
 FR0155.and adjusted in June 1991.
 FR0155
 FR0155.The geoid height was determined by GEOID03.
 FR0155
 FR0155.The dynamic height is computed by dividing the NAVD 88
 FR0155.geopotential number by the normal gravity value computed on the
 FR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0155.degrees latitude (g = 980.6199 gals.).
 FR0155
 FR0155.The modeled gravity was interpolated from observed gravity values.
 FR0155
 FR0155;                    North         East    Units  Estimated Accuracy
 FR0155;SPC AZ C     -   472,160.      196,380.      MT  (+/- 180 meters Scaled)
 FR0155
 FR0155                          SUPERSEDED SURVEY CONTROL
 FR0155
 FR0155  NGVD 29 (??/??/92) 2143.855  (m)         7033.63   (f) ADJ UNCH    2 0
 FR0155
 FR0155.Superseded values are not recommended for survey control.
 FR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0155.See file dsdata.txt to determine how the superseded data were derived.
 FR0155
 FR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE996021(NAD 83)
 FR0155_MARKER: DR = REFERENCE MARK DISK
 FR0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0155_STAMPING: NEAL NO 1 1958
 FR0155_MARK LOGO: CGS   
 FR0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0155+STABILITY: SURFACE MOTION
 FR0155
 FR0155  HISTORY     - Date     Condition        Report By
 FR0155  HISTORY     - 1958     MONUMENTED       CGS
 FR0155  HISTORY     - 1982     GOOD             NGS
 FR0155
 FR0155                          STATION DESCRIPTION
 FR0155
 FR0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0155'4.5 MI E FROM WILLIAMS.
 FR0155'4.5 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0155'WILLIAMS, THENCE RIGHT, THROUGH A GATE, FOR 0.1 MILE, 75 FEET SOUTH OF
 FR0155'AN EAST-WEST FENCE, 45 FEET NORTHEAST OF A WITNESS POST AND SET IN THE
 FR0155'TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FR0155
 FR0155                          STATION RECOVERY (1982)
 FR0155
 FR0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0153 ***********************************************************************
 FR0153  DESIGNATION -  NEAL RM 2
 FR0153  PID         -  FR0153
 FR0153  STATE/COUNTY-  AZ/COCONINO
 FR0153  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0153
 FR0153                         *CURRENT SURVEY CONTROL
 FR0153  ___________________________________________________________________
 FR0153* NAD 83(1986)-  35 15 27.     (N)    112 06 12.     (W)     SCALED    
 FR0153* NAVD 88     -      2146.156  (meters)    7041.18   (feet)  ADJUSTED  
 FR0153  ___________________________________________________________________
 FR0153  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FR0153  DYNAMIC HT  -        2143.126 (meters)    7031.24  (feet)  COMP
 FR0153  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 FR0153
 FR0153  VERT ORDER  -  SECOND    CLASS 0
 FR0153
 FR0153.The horizontal coordinates were scaled from a topographic map and have
 FR0153.an estimated accuracy of +/- 6 seconds.
 FR0153
 FR0153.The orthometric height was determined by differential leveling
 FR0153.and adjusted in June 1991.
 FR0153
 FR0153.The geoid height was determined by GEOID03.
 FR0153
 FR0153.The dynamic height is computed by dividing the NAVD 88
 FR0153.geopotential number by the normal gravity value computed on the
 FR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0153.degrees latitude (g = 980.6199 gals.).
 FR0153
 FR0153.The modeled gravity was interpolated from observed gravity values.
 FR0153
 FR0153;                    North         East    Units  Estimated Accuracy
 FR0153;SPC AZ C     -   472,160.      196,380.      MT  (+/- 180 meters Scaled)
 FR0153
 FR0153                          SUPERSEDED SURVEY CONTROL
 FR0153
 FR0153  NGVD 29 (??/??/92) 2145.156  (m)         7037.90   (f) ADJ UNCH    2 0
 FR0153
 FR0153.Superseded values are not recommended for survey control.
 FR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0153.See file dsdata.txt to determine how the superseded data were derived.
 FR0153
 FR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE996021(NAD 83)
 FR0153_MARKER: DR = REFERENCE MARK DISK
 FR0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0153_STAMPING: NEAL NO 2 1958
 FR0153_MARK LOGO: CGS   
 FR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0153+STABILITY: SURFACE MOTION
 FR0153
 FR0153  HISTORY     - Date     Condition        Report By
 FR0153  HISTORY     - 1958     MONUMENTED       CGS
 FR0153  HISTORY     - 1982     GOOD             NGS
 FR0153
 FR0153                          STATION DESCRIPTION
 FR0153
 FR0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0153'4.5 MI E FROM WILLIAMS.
 FR0153'4.5 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0153'WILLIAMS, THENCE RIGHT, THROUGH A GATE, FOR 0.1 MILE, 140 FEET SOUTH
 FR0153'OF AN EAST-WEST FENCE, 50 FEET SOUTHWEST OF A WITNESS POST AND SET IN
 FR0153'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 FR0153
 FR0153                          STATION RECOVERY (1982)
 FR0153
 FR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0951 ***********************************************************************
 DW0951  DESIGNATION -  NEAR CLIP
 DW0951  PID         -  DW0951
 DW0951  STATE/COUNTY-  AZ/LA PAZ
 DW0951  USGS QUAD   -  PICACHO (1976)
 DW0951
 DW0951                         *CURRENT SURVEY CONTROL
 DW0951  ___________________________________________________________________
 DW0951* NAD 83(1992)-  33 06 05.34673(N)    114 35 08.71026(W)     ADJUSTED  
 DW0951* NAVD 88     -       384.8    (meters)    1262.     (feet)  VERTCON   
 DW0951  ___________________________________________________________________
 DW0951  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DW0951  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DW0951  HORZ ORDER  -  SECOND
 DW0951
 DW0951.The horizontal coordinates were established by classical geodetic methods
 DW0951.and adjusted by the National Geodetic Survey in August 1993.
 DW0951
 DW0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0951
 DW0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0951
 DW0951.The geoid height was determined by GEOID03.
 DW0951
 DW0951;                    North         East     Units Scale Factor Converg.
 DW0951;SPC AZ W     -   233,324.170   135,349.824   MT  1.00000834   -0 27 23.2
 DW0951;SPC AZ W     -   765,499.25    444,061.10   iFT  1.00000834   -0 27 23.2
 DW0951;SPC CA 6     -   604,913.295 2,155,338.497   MT  0.99996233   +0 54 52.3
 DW0951;SPC CA 6     - 1,984,619.70  7,071,306.39   sFT  0.99996233   +0 54 52.3
 DW0951;UTM  11      - 3,665,130.873   725,297.473   MT  1.00022588   +1 19 08.5
 DW0951
 DW0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0951!SPC AZ W     -   0.99994481  x   1.00000834  =   0.99995315
 DW0951!SPC CA 6     -   0.99994481  x   0.99996233  =   0.99990715
 DW0951!UTM  11      -   0.99994481  x   1.00022588  =   1.00017068
 DW0951
 DW0951                          SUPERSEDED SURVEY CONTROL
 DW0951
 DW0951  NAD 83(1986)-  33 06 05.35142(N)    114 35 08.71728(W) AD(       ) 2
 DW0951  NAD 27      -  33 06 05.21400(N)    114 35 05.88200(W) AD(       ) 2
 DW0951  NGVD 29 (07/19/86)  384.1    (m)         1260.     (f) VERT ANG    3  
 DW0951
 DW0951.Superseded values are not recommended for survey control.
 DW0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0951.See file dsdata.txt to determine how the superseded data were derived.
 DW0951
 DW0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2529765131(NAD 83)
 DW0951_MARKER: DD = SURVEY DISK
 DW0951_SETTING: 66 = SET IN ROCK OUTCROP
 DW0951
 DW0951  HISTORY     - Date     Condition        Report By
 DW0951  HISTORY     - 1935     MONUMENTED       USGS
 DW0951
 DW0951                          STATION DESCRIPTION
 DW0951
 DW0951'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 DW0951'U.S. GEOLOGICAL SURVEY BENCH MARK IS SET IN A DRILL HOLE
 DW0951'IN OUTCROPPING BEDROCK, PROJECTS 18 INCHES, AND IS ABOUT
 DW0951'2 FEET HIGHER THAN STATION.  MARK IS UNSTAMPED.
 DW0951'
 DW0951'TO REACH STATION CLIP FROM COUNTY WELL (ABOUT 60 MILES SOUTH OF
 DW0951'QUARTZSITE VIA STATE HWY 95) GO SOUTH FOR 0.25 MILE TO A GRADED ROAD
 DW0951'RIGHT.  TURN RIGHT, WEST, AND FOLLOW MAIN TRAVELED ROAD FOR
 DW0951'11.0 MILES TO FORK AND SIGN (CABINS, BOATS, BEER, ETC.).
 DW0951'TAKE RIGHT FORK AND FOLLOW GRADED ROAD NORTHERLY FOR 16.3 MILES
 DW0951'TO RED CLOUD MINE AND FORK.  TAKE RIGHT FORK, TRACK ROAD, AND
 DW0951'GO 0.1 MILE TO FORK AT BOTTOM OF WASH.  TAKE RIGHT FORK AND
 DW0951'GO 0.95 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.5 MILE TO
 DW0951'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE FOR 0.1 MILE
 DW0951'TO FORK.  TAKE RIGHT FORK AND GO 0.3 MILE TO END OF TRUCK
 DW0951'TRAVEL.  PACK SOUTHWESTERLY UP RIDGE TO HIGHEST POINT AND
 DW0951'STATION CLIP AS DESCRIBED ABOVE.  A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1010 ***********************************************************************
 ES1010  DESIGNATION -  NED
 ES1010  PID         -  ES1010
 ES1010  STATE/COUNTY-  AZ/COCONINO
 ES1010  USGS QUAD   -  MUNDS PARK (1974)
 ES1010
 ES1010                         *CURRENT SURVEY CONTROL
 ES1010  ___________________________________________________________________
 ES1010* NAD 83(1992)-  34 59 06.86160(N)    111 40 45.60385(W)     ADJUSTED  
 ES1010* NAVD 88     -      2099.1    (meters)    6887.     (feet)  VERTCON   
 ES1010  ___________________________________________________________________
 ES1010  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 ES1010  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES1010  HORZ ORDER  -  SECOND
 ES1010
 ES1010.The horizontal coordinates were established by classical geodetic methods
 ES1010.and adjusted by the National Geodetic Survey in August 1993.
 ES1010
 ES1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1010
 ES1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1010
 ES1010.The geoid height was determined by GEOID03.
 ES1010
 ES1010;                    North         East     Units Scale Factor Converg.
 ES1010;SPC AZ C     -   441,962.555   235,027.372   MT  0.99990578   +0 08 09.9
 ES1010;SPC AZ C     - 1,450,008.38    771,087.18   iFT  0.99990578   +0 08 09.9
 ES1010;UTM  12      - 3,871,616.921   437,997.980   MT  0.99964738   -0 23 22.3
 ES1010
 ES1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1010!SPC AZ C     -   0.99967432  x   0.99990578  =   0.99958013
 ES1010!UTM  12      -   0.99967432  x   0.99964738  =   0.99932181
 ES1010
 ES1010|---------------------------------------------------------------------|
 ES1010| PID    Reference Object                     Distance      Geod. Az  |
 ES1010|                                                           dddmmss.s |
 ES1010| CH3785 NED RM 1                             10.911 METERS 05946     |
 ES1010| CH3786 NED RM 2                             12.027 METERS 12854     |
 ES1010| ES0516 CALL                                APPROX. 1.6 KM 3330751.4 |
 ES1010|---------------------------------------------------------------------|
 ES1010
 ES1010                          SUPERSEDED SURVEY CONTROL
 ES1010
 ES1010  NAD 83(1986)-  34 59 06.85846(N)    111 40 45.60181(W) AD(       ) 2
 ES1010  NAD 27      -  34 59 06.80460(N)    111 40 43.02830(W) AD(       ) 2
 ES1010  NGVD 29 (07/19/86) 2098.1    (m)         6884.     (f) VERT ANG    3  
 ES1010
 ES1010.Superseded values are not recommended for survey control.
 ES1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1010.See file dsdata.txt to determine how the superseded data were derived.
 ES1010
 ES1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3799871617(NAD 83)
 ES1010_MARKER: DE = TRAVERSE STATION DISK
 ES1010_SETTING: 80 = SET IN A BOULDER
 ES1010_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1010
 ES1010  HISTORY     - Date     Condition        Report By
 ES1010  HISTORY     - 1959     MONUMENTED       CGS
 ES1010
 ES1010                          STATION DESCRIPTION
 ES1010
 ES1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1010'THE STATION IS LOCATED ON A ROCK CLIFF ABOUT 14.5 MILES SOUTH
 ES1010'OF FLAGSTAFF, 12 MILES NORTH OF THE COCONINO AND YAVAPAI COUNTY
 ES1010'LINES, 7.0 MILES NORTHEAST OF SEDONA AND JUST EAST OF INTERSTATE
 ES1010'HIGHWAY 17.
 ES1010'
 ES1010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66, 89
 ES1010'AND 89A IN THE SOUTHWEST PART OF FALGSTAFF, GO SOUTH ON U.S.
 ES1010'HIGHWAY 89A FOR 3.8 MILES TO A CROSSROAD AT THE ENTRANCE TO THE
 ES1010'FLAGSTAFF AIRPORT, CONTINUE SOUTH ON U.S. HIGHWAY 89A FOR 0.8
 ES1010'MILE TO A SIDE ROAD LEFT, TURN LEFT, ON GRAVELED ROAD AND GO
 ES1010'SOUTHEASTERLY FOR 0.8 MILE TO INTERSTATE HIGHWAY 17, GO SOUTH
 ES1010'ON INTERSTATE HIGHWAY 17 FOR 10.8 MILES TO A LARGE PINE TREE
 ES1010'ON THE LEFT AND THE END OF TRUCK TRAVEL.  THIS IS 3.4 MILES
 ES1010'NORTH OF THE NORTHWEST ENTRANCE TO THE MOUNTAIN-AIRE COUNTRY
 ES1010'CLUB GOLF COURSE.  FROM HERE PACK EAST ACROSS A PASTURE AND
 ES1010'UP THROUGH THE TIMBER TO THE TOP OF THE ROCK CLIFF AND
 ES1010'STATION.  A 20 MINUTE PACK.
 ES1010'
 ES1010'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED NED 1959,
 ES1010'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3.0 FEET.
 ES1010'IT IS ON THE WEST EDGE OF THE ROCK CLIFF AND 25 FEET NORTHWEST OF
 ES1010'AN 18 INCH PINE TREE WITH A TRIANGLE BLAZE.
 ES1010'
 ES1010'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NED NO 1 1959,
 ES1010'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
 ES1010'IT IS 58 FEET NORTHWEST OF AN 18 INCH PINE TREE WITH A TRIANGLE
 ES1010'BLAZE.
 ES1010'
 ES1010'REFERENCE MARK 2 IS A STANDARD DISK, STAMPD NED NO 2 1959,
 ES1010'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.  IT
 ES1010'IS 15 FEET NORTHWEST OF AN 18 INCH PINE TREE WITH A TRIANGLE
 ES1010'BLAZE.
 ES1010'
 ES1010'TRIANGULATION STATION CALL CAN BE USED AS AN AZIMUTH, SEE
 ES1010'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1898 ***********************************************************************
 DU1898  DESIGNATION -  NEEDLE
 DU1898  PID         -  DU1898
 DU1898  STATE/COUNTY-  AZ/GILA
 DU1898  USGS QUAD   -  INSPIRATION (1982)
 DU1898
 DU1898                         *CURRENT SURVEY CONTROL
 DU1898  ___________________________________________________________________
 DU1898* NAD 83(1992)-  33 23 22.13956(N)    110 55 58.16464(W)     ADJUSTED  
 DU1898* NAVD 88     -      1542.3    (meters)    5060.     (feet)  VERTCON   
 DU1898  ___________________________________________________________________
 DU1898  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 DU1898  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DU1898  HORZ ORDER  -  THIRD
 DU1898
 DU1898.The horizontal coordinates were established by classical geodetic methods
 DU1898.and adjusted by the National Geodetic Survey in August 1993.
 DU1898
 DU1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1898
 DU1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1898
 DU1898.The geoid height was determined by GEOID03.
 DU1898
 DU1898;                    North         East     Units Scale Factor Converg.
 DU1898;SPC AZ E     -   265,206.272   142,082.705   MT  0.99996262   -0 25 18.0
 DU1898;SPC AZ E     -   870,099.32    466,150.61   iFT  0.99996262   -0 25 18.0
 DU1898;SPC AZ C     -   265,376.496   304,889.846   MT  1.00000326   +0 32 29.3
 DU1898;SPC AZ C     -   870,657.80  1,000,294.77   iFT  1.00000326   +0 32 29.3
 DU1898;UTM  12      - 3,694,468.457   506,247.631   MT  0.99960048   +0 02 13.1
 DU1898
 DU1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1898!SPC AZ E     -   0.99976227  x   0.99996262  =   0.99972490
 DU1898!SPC AZ C     -   0.99976227  x   1.00000326  =   0.99976553
 DU1898!UTM  12      -   0.99976227  x   0.99960048  =   0.99936284
 DU1898
 DU1898:                Primary Azimuth Mark                     Grid Az
 DU1898:SPC AZ E     -  NEEDLE AZ MK                             304 18 16.9
 DU1898:SPC AZ C     -  NEEDLE AZ MK                             303 20 29.6
 DU1898:UTM  12      -  NEEDLE AZ MK                             303 50 45.8
 DU1898
 DU1898|---------------------------------------------------------------------|
 DU1898| PID    Reference Object                     Distance      Geod. Az  |
 DU1898|                                                           dddmmss.s |
 DU1898| DU1920 NEEDLE AZ MK                                       3035258.9 |
 DU1898|---------------------------------------------------------------------|
 DU1898
 DU1898                          SUPERSEDED SURVEY CONTROL
 DU1898
 DU1898  NAD 83(1986)-  33 23 22.13510(N)    110 55 58.16495(W) AD(       ) 3
 DU1898  NGVD 29 (09/20/88) 1541.6    (m)         5058.     (f) VERT ANG    3  
 DU1898
 DU1898.Superseded values are not recommended for survey control.
 DU1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1898.See file dsdata.txt to determine how the superseded data were derived.
 DU1898
 DU1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0624894468(NAD 83)
 DU1898_MARKER: DS = TRIANGULATION STATION DISK
 DU1898_SETTING: 80 = SET IN A BOULDER
 DU1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1898+STABILITY: SURFACE MOTION
 DU1898
 DU1898  HISTORY     - Date     Condition        Report By
 DU1898  HISTORY     - 1944     MONUMENTED       USGS
 DU1898  HISTORY     - 1946     GOOD             USGS
 DU1898
 DU1898                          STATION DESCRIPTION
 DU1898
 DU1898'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 DU1898'LOCATED ABOUT 7 MI W. OF MIAMI POST OFFICE, ABOUT 1.5 MI N. OF
 DU1898'U.S. HWYS. 60 AND 70, 0.5 MI E. OF RD. LEADING TO CASTLE DOME
 DU1898'MINE.  ON HIGHEST PART OF NEEDLE MTN., ON SOUTHEAST ONE OF TWO
 DU1898'KNOLLS FORMING MAIN SUMMIT, IN ROCK 3.5 FT. ABOVE NATURAL GROUND
 DU1898'AT HIGHEST POINT.
 DU1898'
 DU1898'TO REACH FROM MIAMI POST OFFICE, FOLLOW U.S. HWYS. 60 AND 70 4.8
 DU1898'MI W. TO CASTLE DOME RD. FORK IN SADDLE.  TURN RIGHT ON CASTLE
 DU1898'DOME RD. 1.65 MI N. TO SUMMIT.  TURN RIGHT OFF RD. AND LEAVE
 DU1898'TRUCK.  WALK E. ALONG DIVIDE, CROSS FENCE TO NORTH SIDE AND FOLLOW
 DU1898'UP RIDGE TO SUMMIT AND STATION.
 DU1898'
 DU1898'STATION MARK--STANDARD TABLET STAMPED---NEEDLE 1944---, CEMENTED IN
 DU1898'TOP OF LARGE CONGLOMERATE ROCK ABOUT 10 FT. LONG AND 6 FT. WIDE.
 DU1898'
 DU1898'RM 1--STANDARD RM TABLET CEMENTED IN SOLID ROCK OF SUMMIT AT
 DU1898'GROUND LEVEL.
 DU1898'
 DU1898'RM 2--STANDARD RM TABLET CEMENTED IN SOLID ROCK OF SUMMIT AT
 DU1898'GROUND LEVEL.
 DU1898'
 DU1898'AZIMUTH MARK--SMALL IRON PIPE SET IN CEMENT ON TOP OF NORTHWEST
 DU1898'KNOLL.
 DU1898
 DU1898                          STATION RECOVERY (1946)
 DU1898
 DU1898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1930 ***********************************************************************
 DV1930  DESIGNATION -  NEEDLES
 DV1930  PID         -  DV1930
 DV1930  STATE/COUNTY-  AZ/MARICOPA
 DV1930  USGS QUAD   -  EAGLETAIL MOUNTAINS EAST (1990)
 DV1930
 DV1930                         *CURRENT SURVEY CONTROL
 DV1930  ___________________________________________________________________
 DV1930* NAD 83(1992)-  33 24 12.24111(N)    113 18 16.31656(W)     ADJUSTED  
 DV1930* NAVD 88     -              **(meters)            **(feet)            
 DV1930  ___________________________________________________________________
 DV1930  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DV1930  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1930  HORZ ORDER  -  THIRD
 DV1930
 DV1930.The horizontal coordinates were established by classical geodetic methods
 DV1930.and adjusted by the National Geodetic Survey in August 1993.
 DV1930
 DV1930
 DV1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1930
 DV1930.The geoid height was determined by GEOID03.
 DV1930
 DV1930;                    North         East     Units Scale Factor Converg.
 DV1930;SPC AZ C     -   267,348.307    84,260.826   MT  1.00010542   -0 45 51.0
 DV1930;SPC AZ C     -   877,126.99    276,446.28   iFT  1.00010542   -0 45 51.0
 DV1930;SPC AZ W     -   266,584.978   254,797.306   MT  0.99995449   +0 14 42.9
 DV1930;SPC AZ W     -   874,622.63    835,949.17   iFT  0.99995449   +0 14 42.9
 DV1930;UTM  12      - 3,698,383.010   285,682.254   MT  1.00016632   -1 16 09.1
 DV1930
 DV1930                          SUPERSEDED SURVEY CONTROL
 DV1930
 DV1930  NAD 83(1986)-  33 24 12.23147(N)    113 18 16.32339(W) AD(       ) 4
 DV1930  NAD 27      -  33 24 12.08500(N)    113 18 13.64500(W) AD(       ) 3
 DV1930
 DV1930.Superseded values are not recommended for survey control.
 DV1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1930.See file dsdata.txt to determine how the superseded data were derived.
 DV1930
 DV1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8568298383(NAD 83)
 DV1930_MARKER: 03 = MOUNTAIN PEAK
 DV1930
 DV1930  HISTORY     - Date     Condition        Report By
 DV1930  HISTORY     - 1910     FIRST OBSERVED   CGS
 DV1930
 DV1930                          STATION DESCRIPTION
 DV1930
 DV1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 DV1930'FEATURE TERMED AS THE NEEDLES IS CORRECTLY
 DV1930'DESIGNATED AS EAGLE TAIL PEAK, LOCATED BY INTERSECTION IN 1910
 DV1930'BY J.S. HILL AS NEEDLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0338 ***********************************************************************
 CG0338  DESIGNATION -  NEGA
 CG0338  PID         -  CG0338
 CG0338  STATE/COUNTY-  AZ/PIMA
 CG0338  USGS QUAD   -  THE NARROWS (1981)
 CG0338
 CG0338                         *CURRENT SURVEY CONTROL
 CG0338  ___________________________________________________________________
 CG0338* NAD 83(1992)-  31 59 02.60600(N)    110 33 15.60196(W)     ADJUSTED  
 CG0338* NAVD 88     -      1115.884  (meters)    3661.03   (feet)  ADJUSTED  
 CG0338  ___________________________________________________________________
 CG0338  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 CG0338  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CG0338  DYNAMIC HT  -        1114.239 (meters)    3655.63  (feet)  COMP
 CG0338  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 CG0338
 CG0338  HORZ ORDER  -  SECOND
 CG0338  VERT ORDER  -  FIRST     CLASS II
 CG0338
 CG0338.The horizontal coordinates were established by classical geodetic methods
 CG0338.and adjusted by the National Geodetic Survey in August 1993.
 CG0338
 CG0338.The orthometric height was determined by differential leveling
 CG0338.and adjusted in June 1991.
 CG0338
 CG0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0338
 CG0338.The geoid height was determined by GEOID03.
 CG0338
 CG0338.The dynamic height is computed by dividing the NAVD 88
 CG0338.geopotential number by the normal gravity value computed on the
 CG0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0338.degrees latitude (g = 980.6199 gals.).
 CG0338
 CG0338.The modeled gravity was interpolated from observed gravity values.
 CG0338
 CG0338;                    North         East     Units Scale Factor Converg.
 CG0338;SPC AZ C     -   109,910.190   342,105.866   MT  1.00010436   +0 43 18.1
 CG0338;SPC AZ C     -   360,597.74  1,122,394.57   iFT  1.00010436   +0 43 18.1
 CG0338;SPC AZ E     -   109,165.006   176,725.310   MT  0.99991655   -0 12 19.2
 CG0338;SPC AZ E     -   358,152.91    579,807.45   iFT  0.99991655   -0 12 19.2
 CG0338;UTM  12      - 3,538,755.293   542,103.017   MT  0.99962186   +0 14 09.8
 CG0338
 CG0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0338!SPC AZ C     -   0.99982922  x   1.00010436  =   0.99993356
 CG0338!SPC AZ E     -   0.99982922  x   0.99991655  =   0.99974578
 CG0338!UTM  12      -   0.99982922  x   0.99962186  =   0.99945114
 CG0338
 CG0338:                Primary Azimuth Mark                     Grid Az
 CG0338:SPC AZ C     -  PASO                                     101 36 55.0
 CG0338:SPC AZ E     -  PASO                                     102 32 32.3
 CG0338:UTM  12      -  PASO                                     102 06 03.3
 CG0338
 CG0338|---------------------------------------------------------------------|
 CG0338| PID    Reference Object                     Distance      Geod. Az  |
 CG0338|                                                           dddmmss.s |
 CG0338| CG0051 PASO                                APPROX. 9.3 KM 1022013.1 |
 CG0338| CG0337 NEGA RM 1                            11.759 METERS 10420     |
 CG0338| CG0339 NEGA RM 2                            11.621 METERS 26938     |
 CG0338|---------------------------------------------------------------------|
 CG0338
 CG0338                          SUPERSEDED SURVEY CONTROL
 CG0338
 CG0338  NAD 83(1986)-  31 59 02.60136(N)    110 33 15.59955(W) AD(       ) 2
 CG0338  NAD 27      -  31 59 02.30540(N)    110 33 13.31880(W) AD(       ) 2
 CG0338  NGVD 29 (??/??/92) 1115.124  (m)         3658.54   (f) ADJ UNCH    1 2
 CG0338
 CG0338.Superseded values are not recommended for survey control.
 CG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0338.See file dsdata.txt to determine how the superseded data were derived.
 CG0338
 CG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4210338755(NAD 83)
 CG0338_MARKER: DS = TRIANGULATION STATION DISK
 CG0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0338_STAMPING: NEGA 1960
 CG0338_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0338+STABILITY: SURFACE MOTION
 CG0338
 CG0338  HISTORY     - Date     Condition        Report By
 CG0338  HISTORY     - 1960     MONUMENTED       CGS
 CG0338  HISTORY     - 1960     GOOD             CGS
 CG0338  HISTORY     - 1976     GOOD             USGS
 CG0338  HISTORY     - 1979     GOOD             NGS
 CG0338
 CG0338                          STATION DESCRIPTION
 CG0338
 CG0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG0338'THE STATION IS LOCATED ABOUT 14 MILES, AIRLINE, NORTHWEST OF BENSON,
 CG0338'27 MILES, AIRLINE, SOUTHEAST OF TUSCON, ON THE SOUTH SIDE OF THE
 CG0338'EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 80.  AT MILE POST 276.
 CG0338'
 CG0338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CG0338'STATE HIGHWAY 89 AT THE SOUTHWEST EDGE OF TUSCON, GO SOUTHEAST
 CG0338'ON U.S. HIGHWAY 80 FOR 22.6 MILES TO DAVIDSON CANYON.  CONTINUE
 CG0338'SOUTHEAST ON U.S. HIGHWAY 80 FOR 4.35 MILES TO MILE POST 276
 CG0338'AND THE STATION ON THE RIGHT.
 CG0338'
 CG0338'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED NEGA 1960,
 CG0338'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH IS
 CG0338'FLUSH WITH GROUND LEVEL.  MARK IS 5 FEET NORTH OF A FENCE LINE,
 CG0338'95 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 80,
 CG0338'60 FEET SOUTH OF MILE POST 276, AND 5 FEET SOUTHEAST OF A METAL
 CG0338'WITNESS POST.
 CG0338'
 CG0338'REFERENCE MARK NUMBR ONE IS A STANDARD BRONZE DISK STAMPED NEGA
 CG0338'NO 1 1960, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 CG0338'WHICH PROJECTS 3 INCHES ABOVE GROUND LEVEL.  MARK IS 100 FEET
 CG0338'SOUTH OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 80, DIRECTLY
 CG0338'IN LINE WITH A RIGHT-OF-WAY FENCE LINE, AND ABOUT THE SAME LEVEL
 CG0338'AS THE STATION.
 CG0338'
 CG0338'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED NEGA
 CG0338'NO 2 1960, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 CG0338'WHICH PROJECTS 2 INCHES ABOVE GROUND LEVEL.  MARK IS 100 FEET
 CG0338'SOUTH OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 80, DIRECTLY
 CG0338'IN LINE WITH A RIGHT-OF-WAY FENCE LINE AND ABOUT THE SAME LEVEL
 CG0338'AS THE STATION.
 CG0338
 CG0338                          STATION RECOVERY (1960)
 CG0338
 CG0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0338'16.2 MI NW FROM BENSON.
 CG0338'16.2 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CG0338'BENSON, 0.6 MILE EAST OF THE PANTANO UNDERPASS, 95 FEET SOUTH OF THE
 CG0338'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 60 FEET SOUTH OF MILE POST
 CG0338'276, 38.66 FEET WEST OF R.M.1, 38.13 EAST OF R.M. 2, 5 FEET SOUTHEAST
 CG0338'OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 CG0338'GROUND.
 CG0338
 CG0338                          STATION RECOVERY (1976)
 CG0338
 CG0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0338'16 MI NW. ON US HWY 80 (I-HWY 10) FROM POST OFFICE AT BENSON; 0.5 MI
 CG0338'E. OF PANTANO INTERCHANGE (UNDERPASS); 95 FT. S. OF CENTERLINE OF
 CG0338'EASTBOUND TRAFFIC LANE, 38.66 FT W. OF RM 1, 38.13 FT E. OF RM 2, 5
 CG0338'FT SE. OF METAL WITNESS POST; SET IN SQUARE CONCRETE POST FLUSH WITH
 CG0338'GROUND; NGS DISK STAMPED "NEGA 1960."
 CG0338
 CG0338                          STATION RECOVERY (1979)
 CG0338
 CG0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0338'15.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0338'OVERPASS AT BENSON, 0.6 MILE EAST OF THE MARSH STATION ROAD OVERPASS,
 CG0338'0.05 MILE WEST OF MILE POST 290, AT A TURNOUT IN THE EASTBOUND
 CG0338'TRAFFIC LANE, 95 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE
 CG0338'AND 5.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0338'THE MARK IS 4 FT  E FROM A WITNESS POST.
 CG0338'THE MARK IS 2 FT BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0337 ***********************************************************************
 CG0337  DESIGNATION -  NEGA RM 1
 CG0337  PID         -  CG0337
 CG0337  STATE/COUNTY-  AZ/PIMA
 CG0337  USGS QUAD   -  THE NARROWS (1981)
 CG0337
 CG0337                         *CURRENT SURVEY CONTROL
 CG0337  ___________________________________________________________________
 CG0337* NAD 83(1986)-  31 59 02.     (N)    110 33 15.     (W)     SCALED    
 CG0337* NAVD 88     -      1115.915  (meters)    3661.13   (feet)  ADJUSTED  
 CG0337  ___________________________________________________________________
 CG0337  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CG0337  DYNAMIC HT  -        1114.269 (meters)    3655.73  (feet)  COMP
 CG0337  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 CG0337
 CG0337  VERT ORDER  -  FIRST     CLASS II
 CG0337
 CG0337.The horizontal coordinates were scaled from a topographic map and have
 CG0337.an estimated accuracy of +/- 6 seconds.
 CG0337
 CG0337.The orthometric height was determined by differential leveling
 CG0337.and adjusted in June 1991.
 CG0337
 CG0337.The geoid height was determined by GEOID03.
 CG0337
 CG0337.The dynamic height is computed by dividing the NAVD 88
 CG0337.geopotential number by the normal gravity value computed on the
 CG0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0337.degrees latitude (g = 980.6199 gals.).
 CG0337
 CG0337.The modeled gravity was interpolated from observed gravity values.
 CG0337
 CG0337;                    North         East    Units  Estimated Accuracy
 CG0337;SPC AZ C     -   109,890.      342,120.      MT  (+/- 180 meters Scaled)
 CG0337
 CG0337                          SUPERSEDED SURVEY CONTROL
 CG0337
 CG0337  NGVD 29 (??/??/92) 1115.148  (m)         3658.61   (f) ADJ UNCH    1 2
 CG0337
 CG0337.Superseded values are not recommended for survey control.
 CG0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0337.See file dsdata.txt to determine how the superseded data were derived.
 CG0337
 CG0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA421387(NAD 83)
 CG0337_MARKER: DR = REFERENCE MARK DISK
 CG0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0337_STAMPING: NEGA NO 1 1960
 CG0337_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0337+STABILITY: SURFACE MOTION
 CG0337
 CG0337  HISTORY     - Date     Condition        Report By
 CG0337  HISTORY     - 1960     MONUMENTED       CGS
 CG0337  HISTORY     - 1979     GOOD             NGS
 CG0337
 CG0337                          STATION DESCRIPTION
 CG0337
 CG0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0337'16.2 MI NW FROM BENSON.
 CG0337'16.2 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0337'TO MILE POST 276, 38.66 FEET EAST OF THE STATION MARK, SET IN A SQUARE
 CG0337'CONCRETE POST PROJECTING 3 INCHES.
 CG0337
 CG0337                          STATION RECOVERY (1979)
 CG0337
 CG0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0337'15.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0337'OVERPASS AT BENSON, 0.6 MILE EAST OF THE MARSH STATION ROAD OVERPASS,
 CG0337'AT A TURNOUT IN THE EASTBOUND TRAFFIC LANE, 0.05 MILE WEST OF MILE
 CG0337'POST 290, 100 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE,
 CG0337'39 FEET EAST OF THE STATION MARK AND IN LINE WITH THE SOUTH RIGHT-OF-
 CG0337'WAY FENCE.
 CG0337'THE MARK IS 42 FT  E FROM A WITNESS POST.
 CG0337'THE MARK IS 2 FT BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0339 ***********************************************************************
 CG0339  DESIGNATION -  NEGA RM 2
 CG0339  PID         -  CG0339
 CG0339  STATE/COUNTY-  AZ/PIMA
 CG0339  USGS QUAD   -  THE NARROWS (1981)
 CG0339
 CG0339                         *CURRENT SURVEY CONTROL
 CG0339  ___________________________________________________________________
 CG0339* NAD 83(1986)-  31 59 02.     (N)    110 33 15.     (W)     SCALED    
 CG0339* NAVD 88     -      1115.961  (meters)    3661.28   (feet)  ADJUSTED  
 CG0339  ___________________________________________________________________
 CG0339  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CG0339  DYNAMIC HT  -        1114.316 (meters)    3655.89  (feet)  COMP
 CG0339  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 CG0339
 CG0339  VERT ORDER  -  FIRST     CLASS II
 CG0339
 CG0339.The horizontal coordinates were scaled from a topographic map and have
 CG0339.an estimated accuracy of +/- 6 seconds.
 CG0339
 CG0339.The orthometric height was determined by differential leveling
 CG0339.and adjusted in June 1991.
 CG0339
 CG0339.The geoid height was determined by GEOID03.
 CG0339
 CG0339.The dynamic height is computed by dividing the NAVD 88
 CG0339.geopotential number by the normal gravity value computed on the
 CG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0339.degrees latitude (g = 980.6199 gals.).
 CG0339
 CG0339.The modeled gravity was interpolated from observed gravity values.
 CG0339
 CG0339;                    North         East    Units  Estimated Accuracy
 CG0339;SPC AZ C     -   109,890.      342,120.      MT  (+/- 180 meters Scaled)
 CG0339
 CG0339                          SUPERSEDED SURVEY CONTROL
 CG0339
 CG0339  NGVD 29 (??/??/92) 1115.193  (m)         3658.76   (f) ADJ UNCH    1 2
 CG0339
 CG0339.Superseded values are not recommended for survey control.
 CG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0339.See file dsdata.txt to determine how the superseded data were derived.
 CG0339
 CG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA421387(NAD 83)
 CG0339_MARKER: DR = REFERENCE MARK DISK
 CG0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0339_STAMPING: NEGA NO 2 1960
 CG0339_PROJECTION: PROJECTING 13 CENTIMETERS
 CG0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0339+STABILITY: SURFACE MOTION
 CG0339
 CG0339  HISTORY     - Date     Condition        Report By
 CG0339  HISTORY     - 1960     MONUMENTED       CGS
 CG0339  HISTORY     - 1979     GOOD             NGS
 CG0339
 CG0339                          STATION DESCRIPTION
 CG0339
 CG0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0339'16.2 MI NW FROM BENSON.
 CG0339'16.2 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0339'TO MILE POST 276, 38.13 FEET WEST OF THE STATION MARK, SET IN A SQUARE
 CG0339'CONCRETE POST PROJECTING 2 INCHES.
 CG0339
 CG0339                          STATION RECOVERY (1979)
 CG0339
 CG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0339'15.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0339'OVERPASS AT BENSON, 0.6 MILE EAST OF THE MARSH STATION ROAD OVERPASS,
 CG0339'0.05 MILE WEST OF MILE POST 290, AT A TURNOUT IN THE EASTBOUND
 CG0339'TRAFFIC LANE, 100 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE,
 CG0339'38 FEET WEST OF THE STATION MARK AND IN LINE WITH THE SOUTH RIGHT-OF-
 CG0339'WAY FENCE.
 CG0339'THE MARK IS 34 FT  W FROM A WITNESS POST.
 CG0339'THE MARK IS 2 FT BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0424 ***********************************************************************
 GQ0424  DESIGNATION -  NEHI
 GQ0424  PID         -  GQ0424
 GQ0424  STATE/COUNTY-  AZ/MOHAVE
 GQ0424  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0424
 GQ0424                         *CURRENT SURVEY CONTROL
 GQ0424  ___________________________________________________________________
 GQ0424* NAD 83(1992)-  36 55 55.08168(N)    113 52 53.28711(W)     ADJUSTED  
 GQ0424* NAVD 88     -       619.3    (meters)    2032.     (feet)  VERTCON   
 GQ0424  ___________________________________________________________________
 GQ0424  LAPLACE CORR-          12.81  (seconds)                    DEFLEC99
 GQ0424  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 GQ0424  HORZ ORDER  -  SECOND
 GQ0424
 GQ0424.The horizontal coordinates were established by classical geodetic methods
 GQ0424.and adjusted by the National Geodetic Survey in August 1993.
 GQ0424
 GQ0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0424
 GQ0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0424
 GQ0424.The geoid height was determined by GEOID03.
 GQ0424
 GQ0424;                    North         East     Units Scale Factor Converg.
 GQ0424;SPC AZ W     -   657,950.776   201,648.117   MT  0.99993502   -0 04 44.4
 GQ0424;SPC AZ W     - 2,158,631.15    661,575.19   iFT  0.99993502   -0 04 44.4
 GQ0424;SPC UT S     - 3,032,145.873   287,842.776   MT  1.00006100   -1 27 32.7
 GQ0424;UTM  12      - 4,091,204.794   243,359.681   MT  1.00041148   -1 43 56.4
 GQ0424
 GQ0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0424!SPC AZ W     -   0.99990683  x   0.99993502  =   0.99984186
 GQ0424!SPC UT S     -   0.99990683  x   1.00006100  =   0.99996783
 GQ0424!UTM  12      -   0.99990683  x   1.00041148  =   1.00031827
 GQ0424
 GQ0424|---------------------------------------------------------------------|
 GQ0424| PID    Reference Object                     Distance      Geod. Az  |
 GQ0424|                                                           dddmmss.s |
 GQ0424| CH3787 NEHI RM 1                             8.088 METERS 18535     |
 GQ0424| GQ0202 LITTLEFIELD                         APPROX. 4.0 KM 2565748.5 |
 GQ0424| CH3465 T41N R15W SECS 23 24 25 26                         35458     |
 GQ0424|---------------------------------------------------------------------|
 GQ0424
 GQ0424                          SUPERSEDED SURVEY CONTROL
 GQ0424
 GQ0424  NAD 83(1986)-  36 55 55.07802(N)    113 52 53.28614(W) AD(       ) 2
 GQ0424  NAD 27      -  36 55 55.15620(N)    113 52 50.41720(W) AD(       ) 2
 GQ0424  NGVD 29 (07/19/86)  618.5    (m)         2029.     (f) VERT ANG    3  
 GQ0424
 GQ0424.Superseded values are not recommended for survey control.
 GQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0424.See file dsdata.txt to determine how the superseded data were derived.
 GQ0424
 GQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4336091205(NAD 83)
 GQ0424_MARKER: DS = TRIANGULATION STATION DISK
 GQ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0424
 GQ0424  HISTORY     - Date     Condition        Report By
 GQ0424  HISTORY     - 1960     MONUMENTED       CGS
 GQ0424  HISTORY     - 1962     GOOD             CGS
 GQ0424  HISTORY     - 1965     GOOD             CGS
 GQ0424
 GQ0424                          STATION DESCRIPTION
 GQ0424
 GQ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0424'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF LITTLEFIELD AND
 GQ0424'3/4 MILE NORTH OF THE VIRGIN RIVER, IN THE NORTHWEST CORNER
 GQ0424'OF SECTION 25, R 16 W, T 41 N.
 GQ0424'
 GQ0424'REACHED FROM THE BEAVER DAM LODGE BY GOING NORTHERLY ON U.S.
 GQ0424'HIGHWAY 91 FOR 2.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 GQ0424'EASTERLY, ON DESERT ROAD FOR 1.2 MILES TO A DEEP WASH AND FORKS,
 GQ0424'TAKE LEFT FORK, NORTHEASTERLY, FOR 2.0 MILES TO A GATE IN A
 GQ0424'NORTH SOUTH FENCE, PASS THROUGH GATE, TURN SHARP LEFT ALONG THE
 GQ0424'EAST SIDE OF FENCE FOR 0.5 MILE AND STATION ON THE LEFT.
 GQ0424'
 GQ0424'STATION MARKS ARE STANDARD DISKS, STAMPED NEHI 1960.  THE SURFACE
 GQ0424'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GQ0424'POST PROJECTING 3 INCHES.  IT IS 8 FEET WEST OF THE CENTER OF
 GQ0424'A TRACK ROAD AND 4 FEET EAST OF THE FENCE.
 GQ0424'
 GQ0424'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEHI NO 1 1960,
 GQ0424'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GQ0424'4 INCHES.  IT IS 10 FEET WEST OF THE CENTER OF THE ROAD AND
 GQ0424'1 FOOT EAST OF THE FENCE.
 GQ0424'
 GQ0424'GLO IS A U.S. BUREAU OF LAND MANAGEMENT (FORMERLY GENERAL LAND
 GQ0424'OFFICE) CAP, STAMPED T 41 N R 15 W S23 S24 S25 S26 AND PROJECTING
 GQ0424'1 FOOT.  IT IS SET IN THE FENCE LINE AND IS 6 FEET WEST OF THE
 GQ0424'CENTER OF THE ROAD.
 GQ0424'
 GQ0424'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  TRIANGULATION
 GQ0424'STATION LITTLEFIELD 1953 MAY BE USED.
 GQ0424
 GQ0424                          STATION RECOVERY (1962)
 GQ0424
 GQ0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0424'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION,
 GQ0424'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 GQ0424'AND DIRECTION TO THE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 GQ0424'
 GQ0424'AN ADDITIONAL MEASUREMENT WAS MADE FROM THE STATION TO FENCE
 GQ0424'CORNER, STATION IS 49 FEET SOUTH.
 GQ0424'
 GQ0424'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GQ0424
 GQ0424                          STATION RECOVERY (1965)
 GQ0424
 GQ0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0424'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 GQ0424'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0549 ***********************************************************************
 FR0549  DESIGNATION -  NEIL
 FR0549  PID         -  FR0549
 FR0549  STATE/COUNTY-  AZ/MOHAVE
 FR0549  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0549
 FR0549                         *CURRENT SURVEY CONTROL
 FR0549  ___________________________________________________________________
 FR0549* NAD 83(1992)-  35 11 20.97946(N)    113 52 09.09642(W)     ADJUSTED  
 FR0549* NAVD 88     -      1329.303  (meters)    4361.22   (feet)  POSTED    
 FR0549  ___________________________________________________________________
 FR0549  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 FR0549  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FR0549  DYNAMIC HT  -        1327.660 (meters)    4355.83  (feet)  COMP
 FR0549  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 FR0549
 FR0549  HORZ ORDER  -  SECOND
 FR0549  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0549
 FR0549.The horizontal coordinates were established by classical geodetic methods
 FR0549.and adjusted by the National Geodetic Survey in August 1993.
 FR0549
 FR0549.The orthometric height was determined by differential leveling
 FR0549.and adjusted by the  in 1992.
 FR0549.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0549.was located on a no-check spur therefore a value was not computed.
 FR0549.No vertical observational check was made to the station.
 FR0549
 FR0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0549
 FR0549.The geoid height was determined by GEOID03.
 FR0549
 FR0549.The dynamic height is computed by dividing the NAVD 88
 FR0549.geopotential number by the normal gravity value computed on the
 FR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0549.degrees latitude (g = 980.6199 gals.).
 FR0549
 FR0549.The modeled gravity was interpolated from observed gravity values.
 FR0549
 FR0549;                    North         East     Units Scale Factor Converg.
 FR0549;SPC AZ W     -   464,580.065   202,504.869   MT  0.99993478   -0 04 07.3
 FR0549;SPC AZ W     - 1,524,212.81    664,386.05   iFT  0.99993478   -0 04 07.3
 FR0549;UTM  12      - 3,897,792.106   238,748.340   MT  1.00044123   -1 39 15.8
 FR0549
 FR0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0549!SPC AZ W     -   0.99979576  x   0.99993478  =   0.99973056
 FR0549!UTM  12      -   0.99979576  x   1.00044123  =   1.00023690
 FR0549
 FR0549|---------------------------------------------------------------------|
 FR0549| PID    Reference Object                     Distance      Geod. Az  |
 FR0549|                                                           dddmmss.s |
 FR0549| FR0548 NEIL RM 2                            12.302 METERS 00736     |
 FR0549| FR0550 NEIL RM 1                             8.523 METERS 19632     |
 FR0549| FR0547 NEIL AZ MK                                         2834642.2 |
 FR0549|---------------------------------------------------------------------|
 FR0549
 FR0549                          SUPERSEDED SURVEY CONTROL
 FR0549
 FR0549  NAD 83(1986)-  35 11 20.97779(N)    113 52 09.09577(W) AD(       ) 2
 FR0549  NAD 27      -  35 11 20.98110(N)    113 52 06.28820(W) AD(       ) 2
 FR0549  NGVD 29 (??/??/92) 1328.465  (m)         4358.47   (f) ADJ UNCH    2 0
 FR0549
 FR0549.Superseded values are not recommended for survey control.
 FR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0549.See file dsdata.txt to determine how the superseded data were derived.
 FR0549
 FR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3874897792(NAD 83)
 FR0549_MARKER: DE = TRAVERSE STATION DISK
 FR0549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0549_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0549_STAMPING: NEIL 1961
 FR0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0549
 FR0549  HISTORY     - Date     Condition        Report By
 FR0549  HISTORY     - 1961     MONUMENTED       CGS
 FR0549  HISTORY     - 1962     GOOD             NGS
 FR0549  HISTORY     - 1970     SEE DESCRIPTION  USGS
 FR0549
 FR0549                          STATION DESCRIPTION
 FR0549
 FR0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0549'THE STATION IS LOCATED ABOUT 11 MILES EAST OF KINGMAN, ABOUT
 FR0549'1/2 MILE NORTH OF STATE HIGHWAY 93, ABOUT 200 YARDS SOUTH OF A
 FR0549'PIPELINE AND POWER LINE AND IS ON TOP OF A SMALL ROCKY KNOLL.
 FR0549'
 FR0549'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FR0549'STATE HIGHWAY 93 AT THE NORTHEAST EDGE OF KINGMAN, GO EASTERLY
 FR0549'ON STATE HIGHWAY 93 FOR 5.9 MILES TO POINT WHERE POWER LINE
 FR0549'CROSSES ROAD, CONTINUE EAST ON STATE HIGHWAY 93 FOR 2.8
 FR0549'MILES TO A GATE ON LEFT AND ENTRANCE TO GETZ RANCH ON RIGHT.
 FR0549'TURN LEFT PASSING THROUGH GATE AND GO NORTH ON TRACK ROAD FOR
 FR0549'0.55 MILE TO POWER LINE AND PIPELINE, TURN RIGHT, GO EAST
 FR0549'FOR 0.05 MILE TO A GATE AND THE AZIMUTH MARK ABOUT 100 FEET
 FR0549'TO THE SOUTHEAST.  CONTINUE EAST PASSING THROUGH GATE FOR
 FR0549'0.55 MILE TO PIPELINE MARKER NUMBER 130 AND END OF TRUCK
 FR0549'TRAVEL, FROM THIS POINT PACK SOUTHERLY FOR ABOUT 200 YARDS
 FR0549'TO TOP OF SMALL KNOLL AND THE STATION.
 FR0549'
 FR0549'STATION, IS A STANDARD TRAVERSE DISK BRAZED TO THE TOP OF A
 FR0549'2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 12 INCHES AND THE
 FR0549'DISK IS STAMPED NEIL 1961.  THE MARK IS 18.8 FEET SOUTHEAST OF
 FR0549'WITNESS POST.
 FR0549'
 FR0549'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0549'HOLE IN OUTCROPPING ROCK WHICH IS ABOUT 3 X 4 FEET PROJECTING
 FR0549'ABOUT 14 INCHES AND THE DISK IS STAMPED NEIL NO 1 1961.  THE
 FR0549'MARK IS 41.9 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 FR0549'
 FR0549'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0549'HOLE IN TOP OF OUTCROPPING ROCK WHICH IS ABOUT 2 X 3 FEET
 FR0549'PROJECTING ABOUT 14 INCHES AND THE DISK IS STAMPED NEIL NO 2
 FR0549'1961.  THE MARK IS 30.5 FEET NORTHEAST OF WITNESS POST.
 FR0549'
 FR0549'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN TOP
 FR0549'OF OUTCROPPING ROCK WHICH IS ABOUT 4 X 6 FEET PROJECTING ABOUT
 FR0549'15 INCHES AND THE DISK IS STAMPED NEIL 1961.  THE MARK IS 95
 FR0549'FEET SOUTH OF CENTER OF ROAD AND PIPELINE, 91 FEET SOUTHEAST
 FR0549'OF CENTER OF GATE, 84.5 FEET SOUTHWEST OF POWER LINE POLE AND
 FR0549'29.5 FEET EAST OF FENCE.
 FR0549'
 FR0549'HEIGHT OF LIGHT ABOVE STATION MARK 1.09 METERS.
 FR0549
 FR0549                          STATION RECOVERY (1962)
 FR0549
 FR0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0549'10.5 MI NE FROM KINGMAN.
 FR0549'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0549'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A SIGN GETZ RANCH
 FR0549'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0549'ROAD TO A PIPELINE AND A NORTH-SOUTH FENCE LINE AND GATE, THENCE 0.6
 FR0549'MILE EAST ALONG THE PIPELINE ROAD TO A SIGN 130, AND A ROUND TOPPED
 FR0549'HILL SOUTH OF THE PIPELINE, THENCE ABOUT 200 YARDS SOUTH TO THE
 FR0549'HIGHEST PART OF THE ROUND TOPPED HILL, 18.7 FEET SOUTHEAST OF A METAL
 FR0549'WITNESS POST, AND IS A C AND GS DISK FASTENED TO THE TOP OF A 3 INCH
 FR0549'METAL PIPE.
 FR0549
 FR0549                          STATION RECOVERY (1970)
 FR0549
 FR0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (ACS)
 FR0549'FROM THE HIGHWAY INTERCHANGE OF U.S. 66 AND I-40 WHICH IS 3.4
 FR0549'MILES NORTHEAST OF KINGMAN TAKE HIGHWAY I-40 EAST FOR 5.6
 FR0549'MILES TO THE INTERCHANGE AT RATTLE SNAKE HILL, INTERCHANGE
 FR0549'OF I-40 AND FORMER U.S. 93, TAKE THE SOUTH EXIT (OLD U.S. 93)
 FR0549'FOR 0.1 MILE TO GAS PIPE LINE CROSSING, THEN EAST ALONG GAS
 FR0549'LINE SERVICE ROAD 1.5 MILES TO GATE, B.M. IS 93 FEET SOUTH OF
 FR0549'THE CENTER OF THE PIPE LINE ROAD, 30 FEET EAST OF THE
 FR0549'FENCE 85 FT SOUTHEAST OF THE METAL GATE, AND SET IN A ROCK
 FR0549'OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0490 ***********************************************************************
 ER0490  DESIGNATION -  NEIL
 ER0490  PID         -  ER0490
 ER0490  STATE/COUNTY-  AZ/APACHE
 ER0490  USGS QUAD   -  LYMAN LAKE SW (1971)
 ER0490
 ER0490                         *CURRENT SURVEY CONTROL
 ER0490  ___________________________________________________________________
 ER0490* NAD 83(1992)-  34 18 00.07098(N)    109 22 37.66832(W)     ADJUSTED  
 ER0490* NAVD 88     -      1943.9    (meters)    6378.     (feet)  VERTCON   
 ER0490  ___________________________________________________________________
 ER0490  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 ER0490  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 ER0490  HORZ ORDER  -  SECOND
 ER0490
 ER0490.The horizontal coordinates were established by classical geodetic methods
 ER0490.and adjusted by the National Geodetic Survey in August 1993.
 ER0490
 ER0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0490
 ER0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0490
 ER0490.The geoid height was determined by GEOID03.
 ER0490
 ER0490;                    North         East     Units Scale Factor Converg.
 ER0490;SPC AZ E     -   366,212.434   286,037.309   MT  0.99996509   +0 26 41.8
 ER0490;SPC AZ E     - 1,201,484.36    938,442.61   iFT  0.99996509   +0 26 41.8
 ER0490;UTM  12      - 3,796,614.478   649,346.922   MT  0.99987494   +0 54 52.9
 ER0490
 ER0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0490!SPC AZ E     -   0.99969855  x   0.99996509  =   0.99966365
 ER0490!UTM  12      -   0.99969855  x   0.99987494  =   0.99957352
 ER0490
 ER0490|---------------------------------------------------------------------|
 ER0490| PID    Reference Object                     Distance      Geod. Az  |
 ER0490|                                                           dddmmss.s |
 ER0490| CD2385 NEIL RM 1                            10.637 METERS 07004     |
 ER0490| ER0485 SCRAP                               APPROX. 6.9 KM 1510627.2 |
 ER0490| CD2386 NEIL RM 2                             9.449 METERS 34856     |
 ER0490|---------------------------------------------------------------------|
 ER0490
 ER0490                          SUPERSEDED SURVEY CONTROL
 ER0490
 ER0490  NAD 83(1986)-  34 18 00.06969(N)    109 22 37.67543(W) AD(       ) 2
 ER0490  NAD 27      -  34 17 59.91370(N)    109 22 35.34837(W) AD(       ) 2
 ER0490  NGVD 29 (07/19/86) 1943.0    (m)         6375.     (f) VERT ANG    3  
 ER0490
 ER0490.Superseded values are not recommended for survey control.
 ER0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0490.See file dsdata.txt to determine how the superseded data were derived.
 ER0490
 ER0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4934796614(NAD 83)
 ER0490_MARKER: DD = SURVEY DISK
 ER0490_SETTING: 80 = SET IN A BOULDER
 ER0490_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0490+STABILITY: SURFACE MOTION
 ER0490
 ER0490  HISTORY     - Date     Condition        Report By
 ER0490  HISTORY     - 1978     MONUMENTED       AZDT
 ER0490
 ER0490                          STATION DESCRIPTION
 ER0490
 ER0490'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0490'THE STATION IS ABOUT 12.5 MILES WEST-NORTHWEST OF SPRINGERVILLE ALONG
 ER0490'THE WEST R/W OF U.S. HWY. 180-666.
 ER0490'
 ER0490'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---NEIL 1978---AND IS
 ER0490'EPOXIED IN A DRILL HOLE IN A ROCK.  THE STATION IS 175 FEET WEST OF
 ER0490'HWY. CENTERLINE, 75 FEET WEST OF R/W FENCE AND IS MARKED WITH A
 ER0490'WITNESS POST AND SIGN 4.2 FEET TO THE SOUTH.
 ER0490'
 ER0490'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---NEIL RM 2
 ER0490'1978---EPOXIED TO A ROCK.
 ER0490'
 ER0490'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---NEIL RM 1
 ER0490'1978---AND IS EPOXIED TO A ROCK.
 ER0490'
 ER0490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180-666 AND 60,
 ER0490'5 MILES WEST OF SPRINGERVILLE, TRAVEL NORTH ON HWY. 180-666 FOR 9.25
 ER0490'MILES TO MILE POST 385 AND THE STATION ON THE LEFT ABOVE A HWY. CUT.
 ER0490'FROM MILE POST 385, CONTINUE NORTH FOR 0.25 MILE TO A GATE IN R/W
 ER0490'FENCE ON THE LEFT, TURN LEFT AND FOLLOW DIM TRACKS TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0547 ***********************************************************************
 FR0547  DESIGNATION -  NEIL AZ MK
 FR0547  PID         -  FR0547
 FR0547  STATE/COUNTY-  AZ/MOHAVE
 FR0547  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0547
 FR0547                         *CURRENT SURVEY CONTROL
 FR0547  ___________________________________________________________________
 FR0547* NAD 83(1986)-  35 11 28.     (N)    113 52 43.     (W)     SCALED    
 FR0547* NAVD 88     -      1293.100  (meters)    4242.45   (feet)  POSTED    
 FR0547  ___________________________________________________________________
 FR0547  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FR0547  DYNAMIC HT  -        1291.500 (meters)    4237.20  (feet)  COMP
 FR0547  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 FR0547
 FR0547  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0547
 FR0547.The horizontal coordinates were scaled from a topographic map and have
 FR0547.an estimated accuracy of +/- 6 seconds.
 FR0547
 FR0547.The orthometric height was determined by differential leveling
 FR0547.and adjusted by the  in 1992.
 FR0547.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0547.rate of 0.0 thru 1.0 mm/km.
 FR0547
 FR0547.The geoid height was determined by GEOID03.
 FR0547
 FR0547.The dynamic height is computed by dividing the NAVD 88
 FR0547.geopotential number by the normal gravity value computed on the
 FR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0547.degrees latitude (g = 980.6199 gals.).
 FR0547
 FR0547.The modeled gravity was interpolated from observed gravity values.
 FR0547
 FR0547;                    North         East    Units  Estimated Accuracy
 FR0547;SPC AZ W     -   464,800.      201,650.      MT  (+/- 180 meters Scaled)
 FR0547
 FR0547                          SUPERSEDED SURVEY CONTROL
 FR0547
 FR0547  NGVD 29 (??/??/92) 1292.259  (m)         4239.69   (f) ADJ UNCH    2 0
 FR0547
 FR0547.Superseded values are not recommended for survey control.
 FR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0547.See file dsdata.txt to determine how the superseded data were derived.
 FR0547
 FR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD378980(NAD 83)
 FR0547_MARKER: DZ = AZIMUTH MARK DISK
 FR0547_SETTING: 66 = SET IN ROCK OUTCROP
 FR0547_SP_SET: ROCK OUTCROP
 FR0547_STAMPING: NEIL 1961
 FR0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0547+STABILITY: POSITION/ELEVATION WELL
 FR0547
 FR0547  HISTORY     - Date     Condition        Report By
 FR0547  HISTORY     - 1961     MONUMENTED       CGS
 FR0547  HISTORY     - 1962     GOOD             NGS
 FR0547
 FR0547                          STATION DESCRIPTION
 FR0547
 FR0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0547'9.95 MI NE FROM KINGMAN.
 FR0547'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0547'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A SIGN GETZ RANCH
 FR0547'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0547'ROAD TO A PIPELINE, THENCE 0.05 MILE EAST ALONG THE PIPELINE TO A
 FR0547'NORTH-SOUTH FENCE LINE AND A METAL GATE, 93 FEET SOUTH OF THE CENTER
 FR0547'OF THE PIPELINE ROAD, 30 FEET EAST OF THE FENCE, 87 FEET SOUTHEAST OF
 FR0547'THE EAST END OF A METAL GATE, 76 FEET SOUTHEAST OF TELEPHONE POLE NO.
 FR0547'8, AND SET IN THE TOP OF A 3 BY 5 FOOT ROCK OUTCROP PROJECTING ABOUT 1
 FR0547'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0550 ***********************************************************************
 FR0550  DESIGNATION -  NEIL RM 1
 FR0550  PID         -  FR0550
 FR0550  STATE/COUNTY-  AZ/MOHAVE
 FR0550  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0550
 FR0550                         *CURRENT SURVEY CONTROL
 FR0550  ___________________________________________________________________
 FR0550* NAD 83(1986)-  35 11 20.     (N)    113 52 09.     (W)     SCALED    
 FR0550* NAVD 88     -      1328.544  (meters)    4358.73   (feet)  POSTED    
 FR0550  ___________________________________________________________________
 FR0550  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FR0550  DYNAMIC HT  -        1326.900 (meters)    4353.34  (feet)  COMP
 FR0550  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 FR0550
 FR0550  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0550
 FR0550.The horizontal coordinates were scaled from a topographic map and have
 FR0550.an estimated accuracy of +/- 6 seconds.
 FR0550
 FR0550.The orthometric height was determined by differential leveling
 FR0550.and adjusted by the  in 1992.
 FR0550.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0550.was located on a no-check spur therefore a value was not computed.
 FR0550.No vertical observational check was made to the station.
 FR0550
 FR0550.The geoid height was determined by GEOID03.
 FR0550
 FR0550.The dynamic height is computed by dividing the NAVD 88
 FR0550.geopotential number by the normal gravity value computed on the
 FR0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0550.degrees latitude (g = 980.6199 gals.).
 FR0550
 FR0550.The modeled gravity was interpolated from observed gravity values.
 FR0550
 FR0550;                    North         East    Units  Estimated Accuracy
 FR0550;SPC AZ W     -   464,550.      202,510.      MT  (+/- 180 meters Scaled)
 FR0550
 FR0550                          SUPERSEDED SURVEY CONTROL
 FR0550
 FR0550  NGVD 29 (??/??/92) 1327.706  (m)         4355.98   (f) ADJ UNCH    2 0
 FR0550
 FR0550.Superseded values are not recommended for survey control.
 FR0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0550.See file dsdata.txt to determine how the superseded data were derived.
 FR0550
 FR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD387977(NAD 83)
 FR0550_MARKER: DR = REFERENCE MARK DISK
 FR0550_SETTING: 80 = SET IN A BOULDER
 FR0550_SP_SET: BOULDER
 FR0550_STAMPING: NEIL NO 1 1961
 FR0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0550+STABILITY: SURFACE MOTION
 FR0550
 FR0550  HISTORY     - Date     Condition        Report By
 FR0550  HISTORY     - 1961     MONUMENTED       CGS
 FR0550  HISTORY     - 1962     GOOD             NGS
 FR0550
 FR0550                          STATION DESCRIPTION
 FR0550
 FR0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0550'10.5 MI NE FROM KINGMAN.
 FR0550'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0550'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A SIGN GETZ RANCH
 FR0550'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0550'ROAD TO A PIPELINE AND A NORTH-SOUTH FENCE LINE AND GATE, THENCE 0.6
 FR0550'MILE EAST ALONG THE PIPELINE ROAD TO A SIGN 130, AND A ROUND TOPPED
 FR0550'HILL SOUTH OF THE PIPELINE, THENCE ABOUT 200 YARDS SOUTH TO THE
 FR0550'HIGHEST PART OF THE ROUND TOPPED HILL, 28.1 FEET SOUTH OF TRAVERSE
 FR0550'STATION NEIL, 42.0 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN TOP
 FR0550'OF A 3 BY 4 FOOT BOULDER PROJECTING 2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0548 ***********************************************************************
 FR0548  DESIGNATION -  NEIL RM 2
 FR0548  PID         -  FR0548
 FR0548  STATE/COUNTY-  AZ/MOHAVE
 FR0548  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0548
 FR0548                         *CURRENT SURVEY CONTROL
 FR0548  ___________________________________________________________________
 FR0548* NAD 83(1986)-  35 11 20.     (N)    113 52 09.     (W)     SCALED    
 FR0548* NAVD 88     -      1327.262  (meters)    4354.53   (feet)  POSTED    
 FR0548  ___________________________________________________________________
 FR0548  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FR0548  DYNAMIC HT  -        1325.620 (meters)    4349.14  (feet)  COMP
 FR0548  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 FR0548
 FR0548  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0548
 FR0548.The horizontal coordinates were scaled from a topographic map and have
 FR0548.an estimated accuracy of +/- 6 seconds.
 FR0548
 FR0548.The orthometric height was determined by differential leveling
 FR0548.and adjusted by the  in 1992.
 FR0548.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0548.was located on a no-check spur therefore a value was not computed.
 FR0548.No vertical observational check was made to the station.
 FR0548
 FR0548.The geoid height was determined by GEOID03.
 FR0548
 FR0548.The dynamic height is computed by dividing the NAVD 88
 FR0548.geopotential number by the normal gravity value computed on the
 FR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0548.degrees latitude (g = 980.6199 gals.).
 FR0548
 FR0548.The modeled gravity was interpolated from observed gravity values.
 FR0548
 FR0548;                    North         East    Units  Estimated Accuracy
 FR0548;SPC AZ W     -   464,550.      202,510.      MT  (+/- 180 meters Scaled)
 FR0548
 FR0548                          SUPERSEDED SURVEY CONTROL
 FR0548
 FR0548  NGVD 29 (??/??/92) 1326.424  (m)         4351.78   (f) ADJ UNCH    2 0
 FR0548
 FR0548.Superseded values are not recommended for survey control.
 FR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0548.See file dsdata.txt to determine how the superseded data were derived.
 FR0548
 FR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD387977(NAD 83)
 FR0548_MARKER: DR = REFERENCE MARK DISK
 FR0548_SETTING: 66 = SET IN ROCK OUTCROP
 FR0548_SP_SET: BEDROCK OUTCROP
 FR0548_STAMPING: NEIL NO 2 1961
 FR0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0548+STABILITY: POSITION/ELEVATION WELL
 FR0548
 FR0548  HISTORY     - Date     Condition        Report By
 FR0548  HISTORY     - 1961     MONUMENTED       CGS
 FR0548  HISTORY     - 1962     GOOD             NGS
 FR0548
 FR0548                          STATION DESCRIPTION
 FR0548
 FR0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0548'10.5 MI NE FROM KINGMAN.
 FR0548'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0548'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A SIGN GETZ RANCH
 FR0548'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0548'ROAD TO A PIPELINE AND A NORTH SOUTH FENCE LINE AND GATE, THENCE 0.6
 FR0548'MILE EAST ALONG THE PIPELINE ROAD TO A SIGN 130, AND A ROUND TOPPED
 FR0548'HILL SOUTH OF THE PIPELINE, THENCE ABOUT 200 YARDS SOUTH TO THE
 FR0548'HIGHEST PART OF THE ROUND TOPPED HILL, 40.7 FEET NORTH OF TRAVERSE
 FR0548'STATION NEIL, 30.6 FEET NORTHEAST OF A METAL WITNESS POST, SET IN TOP
 FR0548'OF A 2 BY 4 FOOT OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0955 ***********************************************************************
 ET0955  DESIGNATION -  NELL
 ET0955  PID         -  ET0955
 ET0955  STATE/COUNTY-  AZ/YAVAPAI
 ET0955  USGS QUAD   -  PEEPLES VALLEY (1969)
 ET0955
 ET0955                         *CURRENT SURVEY CONTROL
 ET0955  ___________________________________________________________________
 ET0955* NAD 83(1992)-  34 15 10.00248(N)    112 44 05.44561(W)     ADJUSTED  
 ET0955* NAVD 88     -      1385.93   (+/-2cm)    4547.0    (feet)  VERTCON   
 ET0955  ___________________________________________________________________
 ET0955  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 ET0955  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 ET0955  HORZ ORDER  -  SECOND
 ET0955  VERT ORDER  -  THIRD ? (See Below)
 ET0955
 ET0955.The horizontal coordinates were established by classical geodetic methods
 ET0955.and adjusted by the National Geodetic Survey in August 1993.
 ET0955
 ET0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0955.The vertical order pertains to the NGVD 29 superseded value.
 ET0955
 ET0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0955
 ET0955.The geoid height was determined by GEOID03.
 ET0955
 ET0955;                    North         East     Units Scale Factor Converg.
 ET0955;SPC AZ C     -   360,993.260   138,003.899   MT  0.99996997   -0 27 37.9
 ET0955;SPC AZ C     - 1,184,361.09    452,768.70   iFT  0.99996997   -0 27 37.9
 ET0955;UTM  12      - 3,791,545.562   340,257.828   MT  0.99991455   -0 58 36.0
 ET0955
 ET0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0955!SPC AZ C     -   0.99978688  x   0.99996997  =   0.99975686
 ET0955!UTM  12      -   0.99978688  x   0.99991455  =   0.99970145
 ET0955
 ET0955:                Primary Azimuth Mark                     Grid Az
 ET0955:SPC AZ C     -  POPLAR                                   013 48 15.7
 ET0955:UTM  12      -  POPLAR                                   014 19 13.8
 ET0955
 ET0955|---------------------------------------------------------------------|
 ET0955| PID    Reference Object                     Distance      Geod. Az  |
 ET0955|                                                           dddmmss.s |
 ET0955| ET0954 POPLAR                              APPROX. 4.8 KM 0132037.8 |
 ET0955| CH3788 NELL RM 1                            12.186 METERS 02410     |
 ET0955| CH3789 NELL RM 2                            12.300 METERS 20331     |
 ET0955|---------------------------------------------------------------------|
 ET0955
 ET0955                          SUPERSEDED SURVEY CONTROL
 ET0955
 ET0955  NAD 83(1986)-  34 15 10.00183(N)    112 44 05.44754(W) AD(       ) 2
 ET0955  NAD 27      -  34 15 09.90945(N)    112 44 02.80662(W) AD(       ) 2
 ET0955  NGVD 29 (07/19/86) 1385.08   (m)         4544.2    (f) LEVELING    3  
 ET0955
 ET0955.Superseded values are not recommended for survey control.
 ET0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0955.See file dsdata.txt to determine how the superseded data were derived.
 ET0955
 ET0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4025891546(NAD 83)
 ET0955_MARKER: DD = SURVEY DISK
 ET0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0955+STABILITY: SURFACE MOTION
 ET0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0955+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 ET0955
 ET0955  HISTORY     - Date     Condition        Report By
 ET0955  HISTORY     - 1980     MONUMENTED       AZDT
 ET0955  HISTORY     - 20050814 GOOD             USPSQD
 ET0955
 ET0955                          STATION DESCRIPTION
 ET0955
 ET0955'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0955'THE STATION IS LOCATED 2 MILES NORTH OF YARNELL ALONG THE WEST RIGHT
 ET0955'OF WAY OF US HIGHWAY 89.
 ET0955'
 ET0955'THE STATION MARK IS AN ADOT DISK STAMPED, NELL 1980.  IT IS SET IN TOP
 ET0955'OF A CONCRETE MONUMENT 4 FEET NORTHEAST OF THE WITNESS POST AND 47
 ET0955'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 ET0955'
 ET0955'REFERENCE MARK 1 IS AN ADOT DISK STAMPED NELL RM 1 1980.  IT IS SET IN
 ET0955'TOP OF A CONCRETE MONUMENT
 ET0955'
 ET0955'REFERENCE MARK 2 IS AN ADOT DISK STAMPED NELL RM 1 1980.  IT IS SET IN
 ET0955'TOP OF A CONCRETE MONUMENT.
 ET0955'
 ET0955'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL, TRAVEL NORTH ON
 ET0955'US HIGHWAY 89 FOR 2.3 MILES TO THE STATION ON THE LEFT.  47 FEET WEST
 ET0955'OF THE CENTERLINE OF THE HIGHWAY.
 ET0955
 ET0955                          STATION RECOVERY (2005)
 ET0955
 ET0955'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0930 ***********************************************************************
 FR0930  DESIGNATION -  NELSON
 FR0930  PID         -  FR0930
 FR0930  STATE/COUNTY-  AZ/MOHAVE
 FR0930  USGS QUAD   -  NELSON (1967)
 FR0930
 FR0930                         *CURRENT SURVEY CONTROL
 FR0930  ___________________________________________________________________
 FR0930* NAD 83(1992)-  35 30 15.40251(N)    113 20 15.44329(W)     ADJUSTED  
 FR0930* NAVD 88     -      1635.     (meters)    5364.     (feet)  SCALED    
 FR0930  ___________________________________________________________________
 FR0930  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 FR0930  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 FR0930  HORZ ORDER  -  THIRD
 FR0930
 FR0930.The horizontal coordinates were established by classical geodetic methods
 FR0930.and adjusted by the National Geodetic Survey in August 1993.
 FR0930
 FR0930.The orthometric height was scaled from a topographic map.
 FR0930
 FR0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0930
 FR0930.The geoid height was determined by GEOID03.
 FR0930
 FR0930;                    North         East     Units Scale Factor Converg.
 FR0930;SPC AZ W     -   499,610.738   250,770.330   MT  0.99995057   +0 14 22.2
 FR0930;SPC AZ W     - 1,639,142.84    822,737.30   iFT  0.99995057   +0 14 22.2
 FR0930;SPC AZ C     -   500,444.345    84,452.874   MT  1.00010471   -0 49 31.3
 FR0930;SPC AZ C     - 1,641,877.77    277,076.36   iFT  1.00010471   -0 49 31.3
 FR0930;UTM  12      - 3,931,480.589   287,985.650   MT  1.00015396   -1 21 29.2
 FR0930
 FR0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0930!SPC AZ W     -   0.99974749  x   0.99995057  =   0.99969807
 FR0930!SPC AZ C     -   0.99974749  x   1.00010471  =   0.99985217
 FR0930!UTM  12      -   0.99974749  x   1.00015396  =   0.99990141
 FR0930
 FR0930:                Primary Azimuth Mark                     Grid Az
 FR0930:SPC AZ W     -  NELSON AZ MK                             034 45 05.5
 FR0930:SPC AZ C     -  NELSON AZ MK                             035 48 59.0
 FR0930:UTM  12      -  NELSON AZ MK                             036 20 56.9
 FR0930
 FR0930|---------------------------------------------------------------------|
 FR0930| PID    Reference Object                     Distance      Geod. Az  |
 FR0930|                                                           dddmmss.s |
 FR0930| CH3790 NELSON AZ MK                                       0345927.7 |
 FR0930| CH3791 NELSON RM 1                           7.040 METERS 07124     |
 FR0930| CH3792 NELSON RM 2                           8.370 METERS 17955     |
 FR0930|---------------------------------------------------------------------|
 FR0930
 FR0930                          SUPERSEDED SURVEY CONTROL
 FR0930
 FR0930  NAD 83(1986)-  35 30 15.39444(N)    113 20 15.44412(W) AD(       ) 3
 FR0930  NAD 27      -  35 30 15.42500(N)    113 20 12.68800(W) AD(       ) 3
 FR0930
 FR0930.Superseded values are not recommended for survey control.
 FR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0930.See file dsdata.txt to determine how the superseded data were derived.
 FR0930
 FR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8798631481(NAD 83)
 FR0930_MARKER: DS = TRIANGULATION STATION DISK
 FR0930_SETTING: 66 = SET IN ROCK OUTCROP
 FR0930
 FR0930  HISTORY     - Date     Condition        Report By
 FR0930  HISTORY     - 1936     MONUMENTED       CGS
 FR0930  HISTORY     - 1955     GOOD             CGS
 FR0930  HISTORY     - 1968     GOOD             AZHD
 FR0930
 FR0930                          STATION DESCRIPTION
 FR0930
 FR0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0930'STATION IS LOCATED ON A ROCKY RIDGE OR HILL, LYING ABOUT 1.5
 FR0930'MILES SOUTHWEST OF NELSON POST OFFICE AND 1.0 MILE SOUTH OF THE
 FR0930'ATCHISON, TOPEKA AND SANTA FE RAILWAY IN YAMPAI CANYON, ABOUT
 FR0930'0.25 MILE WEST OF THE MOHAVE-YAMPAI COUNTY BOUNDARY LINE, ABOUT
 FR0930'1/8 MILE SOUTHEAST OF THE HAULPAI INDIAN RESERVATION BOUNDARY
 FR0930'FENCE.  STATION HILL IS LIGHTLY COVERED WITH SCRUB TIMBER AND
 FR0930'LIES BETWEEN TWO DEEP DRAWS ON THE EAST AND WEST.  RIDGES 1.0
 FR0930'MILE SOUTH AND SOUTHWEST ARE SOMEWHAT HIGHER.  STATION MARK
 FR0930'SET INTO A DRILL HOLE IN ROCK OUTCROP.  TWO REFERENCE MARKS SET
 FR0930'INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0930'
 FR0930'TO REACH FROM PEACH SPRINGS POST OFFICE DRIVE EAST ON U.S.
 FR0930'HIGHWAY 66 FOR 6.4 MILES, NOTE MOHAVE-COCONINO COUNTY LINE SIGN
 FR0930'ON SIDE OF HIGHWAY, CONTINUE EAST ON U.S. HIGHWAY 66 FOR 2.4 MILES
 FR0930'TO TOP OF HILL, HERE LEAVE HIGHWAY AND TURN RIGHT ON SECONDARY
 FR0930'GRADED ROAD, PASSING THROUGH RAIL CATTLE GUARD AND FOLLOW THIS
 FR0930'ROAD 1.7 MILES IN A SOUTHERLY DIRECTION.  AZIMUTH MARK, SET
 FR0930'INTO A SQUARE CONCRETE MONUMENT
 FR0930'IS AT THIS POINT AT TOP OF RIDGE, 30 FEET EAST OF ROAD.
 FR0930'CONTINUE ON ROAD DOWNHILL AND ACROSS RAILROAD TRACKS 1.5 MILES
 FR0930'TO NELSON POST OFFICE.  FROM THE POST OFFICE DRIVE WEST,
 FR0930'PASSING ABOUT 15 FEET NORTH OF THE NORTH END OF OLD YELLOW
 FR0930'BRICK WAREHOUSE, AND CONTINUE WEST ON DIM ROAD BETWEEN THE
 FR0930'EAST AND WEST-BOUND RAILROAD TRACKS, ALONG SOUTH SIDE OF RAILROAD
 FR0930'RIGHT-OF-WAY FENCE 0.5 MILE TO A RED GIRDER RAILROAD BRIDGE AND
 FR0930'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK SOUTH
 FR0930'UNDER THE RAILROAD BRIDGE AND THROUGH WIRE GATE AND FOLLOW
 FR0930'THE WELL-DEFINED HORSE TRAIL SOUTH UP THE RIGHT-HAND SMALLER
 FR0930'CANYON ABOUT 1/3 MILE TO WIRE GATE IN RESERVATION BOUNDARY
 FR0930'FENCE.  PASS THROUGH GATE AND FOLLOW A VERY PLAIN HORSE TRAIL
 FR0930'SOUTHWEST UP HILL TO CREST OF RIDGE THEN FOLLOW SAME TRAIL
 FR0930'WEST-SOUTHWEST ALONG THE RIDGE TO FIRST HIGH POINT OF RIDGE AND
 FR0930'STATION.  ABOUT A 30-MINUTE PACK, ABOUT 1 MILE WALK FROM END OF
 FR0930'TRUCK TRAVEL.
 FR0930'
 FR0930'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FR0930
 FR0930                          STATION RECOVERY (1955)
 FR0930
 FR0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0930'RECOVERED.  THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE
 FR0930'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS
 FR0930'ADEQUATE AND COMPLETE.
 FR0930
 FR0930                          STATION RECOVERY (1968)
 FR0930
 FR0930'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0930'GENERAL LOCATION - THE STATION, REFERENCE MARKS AND AZIMUTH
 FR0930'MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--
 FR0930'
 FR0930'TO REACH - FROM THE POST OFFICE IN PEACH SPRINGS GO EAST
 FR0930'ON U.S. 66 FOR 8.30 MILES AND A CATTLE GUARD IN THE SOUTH
 FR0930'RIGHT-OF-WAY FENCE AND SIGN NELSON.  TURN RIGHT FOR 1.75 MILE TO A
 FR0930'RIDGE AND AZIMUTH MARK 30 FT EAST OF THE ROAD, CONTINUE FOR ABOUT
 FR0930'500 FT AND THEN TAKE THE LEFT FORK DOWN AND AROUND TO NELSON.
 FR0930'THE P.O. IS GONE BUT CONTINUE WEST PAST OLD YELLOW BRICK,
 FR0930'WAREHOUSE TO PRONOUNCED DRAINAGE (0.50 MILE) GO INTO DRAINAGE
 FR0930'AND UNDER R.R.  BRIDGE, THRU A WIRE GATE AND STRAIGHT AHEAD TO A
 FR0930'FENCE AND GATE.  PASS THRU GATE AND FOLLOW A VERY PLAIN HORSE
 FR0930'TRAIL SOUTHWEST, UP HILL TO CREST OF RIDGE FOLLOW ALONG RIDGE
 FR0930'FOR 1/3 MILE AND STATION.  A FOUR WHEEL DRIVE VEHICLE CAN
 FR0930'DRIVE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0472 ***********************************************************************
 ER0472  DESIGNATION -  NELSON
 ER0472  PID         -  ER0472
 ER0472  STATE/COUNTY-  AZ/APACHE
 ER0472  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0472
 ER0472                         *CURRENT SURVEY CONTROL
 ER0472  ___________________________________________________________________
 ER0472* NAD 83(1992)-  34 02 48.03748(N)    109 11 28.56847(W)     ADJUSTED  
 ER0472* NAVD 88     -      2349.9    (meters)    7710.     (feet)  VERTCON   
 ER0472  ___________________________________________________________________
 ER0472  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 ER0472  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 ER0472  HORZ ORDER  -  SECOND
 ER0472
 ER0472.The horizontal coordinates were established by classical geodetic methods
 ER0472.and adjusted by the National Geodetic Survey in August 1993.
 ER0472
 ER0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0472
 ER0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0472
 ER0472.The geoid height was determined by GEOID03.
 ER0472
 ER0472;                    North         East     Units Scale Factor Converg.
 ER0472;SPC AZ E     -   338,260.074   303,415.215   MT  0.99999994   +0 32 46.1
 ER0472;SPC AZ E     - 1,109,777.15    995,456.74   iFT  0.99999994   +0 32 46.1
 ER0472;UTM  12      - 3,768,807.110   666,951.399   MT  0.99994360   +1 00 46.4
 ER0472
 ER0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0472!SPC AZ E     -   0.99963474  x   0.99999994  =   0.99963468
 ER0472!UTM  12      -   0.99963474  x   0.99994360  =   0.99957836
 ER0472
 ER0472|---------------------------------------------------------------------|
 ER0472| PID    Reference Object                     Distance      Geod. Az  |
 ER0472|                                                           dddmmss.s |
 ER0472| CD2387 NELSON RM 1                           6.004 METERS 18037     |
 ER0472| CD2388 NELSON RM 2                           8.712 METERS 27851     |
 ER0472| ER0473 CORREJO                             APPROX. 4.5 KM 3423331.3 |
 ER0472|---------------------------------------------------------------------|
 ER0472
 ER0472                          SUPERSEDED SURVEY CONTROL
 ER0472
 ER0472  NAD 83(1986)-  34 02 48.03643(N)    109 11 28.57372(W) AD(       ) 2
 ER0472  NAD 27      -  34 02 47.86224(N)    109 11 26.27580(W) AD(       ) 2
 ER0472  NGVD 29 (07/19/86) 2348.9    (m)         7706.     (f) VERT ANG    3  
 ER0472
 ER0472.Superseded values are not recommended for survey control.
 ER0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0472.See file dsdata.txt to determine how the superseded data were derived.
 ER0472
 ER0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6695168807(NAD 83)
 ER0472_MARKER: DD = SURVEY DISK
 ER0472_SETTING: 66 = SET IN ROCK OUTCROP
 ER0472_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0472+STABILITY: POSITION/ELEVATION WELL
 ER0472
 ER0472  HISTORY     - Date     Condition        Report By
 ER0472  HISTORY     - 1978     MONUMENTED       AZDT
 ER0472
 ER0472                          STATION DESCRIPTION
 ER0472
 ER0472'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0472'THE STATION IS ABOUT 8 MILES EAST SOUTHEAST OF SPRINGERVILLE
 ER0472'AND 1600 FEET WEST OF U.S. HWY. 180-666 AT THE SOUTH END OF
 ER0472'NELSON RESERVOIR ON A PROMINENT NOSE OF A MESA.
 ER0472'
 ER0472'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED NELSON 1978
 ER0472'EPOXIED IN A DRILL HOLE TO A ROCK AND MARKED BY A WITNESS
 ER0472'POST AND SIGN 5.1 FEET TO THE EAST.
 ER0472'
 ER0472'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED NELSON RM 1
 ER0472'1978 AND IS EPOXIED TO A ROCK.
 ER0472'
 ER0472'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED NELSON RM 2
 ER0472'1978 AND IS EPOXIED TO A ROCK.
 ER0472'
 ER0472'FROM THE JUNCTION OF U.S. HWYS. 60 AND 180-666, 0.7 MILE EAST
 ER0472'OF SPRINGERVILLE, TRAVEL SOUTH ON HWY. 180-666 11.05 MILES TO
 ER0472'MILE POST 411.65 AND A GATE ON THE RIGHT, PASS THROUGH GATE
 ER0472'CROSSING OVER A CATTLE GUARD (THERE IS AN OLD SAWDUST BURNER ON
 ER0472'LEFT OF HWY.) CONTINUE ON ROAD THROUGH GATE WHICH IS AN OLD
 ER0472'HWY. PIT HAUL ROAD FOR 1.5 MILES TO DIM TRACKS ON THE RIGHT,
 ER0472'TURN RIGHT AND GO 0.25 MILE TO A FORK, CONTINUE ON TRACKS FOR
 ER0472'0.15 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE ON TRACKS FOR
 ER0472'0.45 MILE TO A GATE, GO THROUGH GATE AND TRAVEL 1.20 MILES TO
 ER0472'ANOTHER GATE, PASS THROUGH GATE AND TURN RIGHT AND TRAVEL
 ER0472'EASTERLY ACROSS COUNTRY TO A PROMINENT NOSE OF A MESA AND
 ER0472'THE STATION.
 ER0472'
 ER0472'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0926 ***********************************************************************
 ES0926  DESIGNATION -  NELSON
 ES0926  PID         -  ES0926
 ES0926  STATE/COUNTY-  AZ/NAVAJO
 ES0926  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0926
 ES0926                         *CURRENT SURVEY CONTROL
 ES0926  ___________________________________________________________________
 ES0926* NAD 83(1992)-  34 22 06.77638(N)    110 41 09.89071(W)     ADJUSTED  
 ES0926* NAVD 88     -      2169.5    (meters)    7118.     (feet)  VERTCON   
 ES0926  ___________________________________________________________________
 ES0926  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ES0926  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0926  HORZ ORDER  -  SECOND
 ES0926
 ES0926.The horizontal coordinates were established by classical geodetic methods
 ES0926.and adjusted by the National Geodetic Survey in August 1993.
 ES0926
 ES0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0926
 ES0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0926
 ES0926.The geoid height was determined by GEOID03.
 ES0926
 ES0926;                    North         East     Units Scale Factor Converg.
 ES0926;SPC AZ E     -   373,653.568   165,586.809   MT  0.99992812   -0 17 35.6
 ES0926;SPC AZ E     - 1,225,897.53    543,263.81   iFT  0.99992812   -0 17 35.6
 ES0926;UTM  12      - 3,803,065.825   528,864.017   MT  0.99961027   +0 10 38.0
 ES0926
 ES0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0926!SPC AZ E     -   0.99966329  x   0.99992812  =   0.99959143
 ES0926!UTM  12      -   0.99966329  x   0.99961027  =   0.99927369
 ES0926
 ES0926:                Primary Azimuth Mark                     Grid Az
 ES0926:SPC AZ E     -  LITTLE                                   219 54 46.2
 ES0926:UTM  12      -  LITTLE                                   219 26 32.6
 ES0926
 ES0926|---------------------------------------------------------------------|
 ES0926| PID    Reference Object                     Distance      Geod. Az  |
 ES0926|                                                           dddmmss.s |
 ES0926| ES0919 LITTLE                              APPROX. 1.2 KM 2193710.6 |
 ES0926|---------------------------------------------------------------------|
 ES0926
 ES0926                          SUPERSEDED SURVEY CONTROL
 ES0926
 ES0926  NAD 83(1986)-  34 22 06.77036(N)    110 41 09.89541(W) AD(       ) 2
 ES0926  NGVD 29 (08/03/87) 2168.5    (m)         7114.     (f) VERT ANG    3  
 ES0926
 ES0926.Superseded values are not recommended for survey control.
 ES0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0926.See file dsdata.txt to determine how the superseded data were derived.
 ES0926
 ES0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2886403066(NAD 83)
 ES0926_MARKER: DS = TRIANGULATION STATION DISK
 ES0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0926+STABILITY: SURFACE MOTION
 ES0926
 ES0926  HISTORY     - Date     Condition        Report By
 ES0926  HISTORY     - 1984     MONUMENTED       AZDT
 ES0926  HISTORY     - 19971011 GOOD             USPSQD
 ES0926  HISTORY     - 20050729 GOOD             USPSQD
 ES0926
 ES0926                          STATION DESCRIPTION
 ES0926
 ES0926'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0926'THE STATION IS LOCATED 6-1/2 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0926'SIDE OF STATE ROUTE 260.
 ES0926'
 ES0926'THE STATION MARK IS AN AZDT DISK STAMPED---NELSON 1984---.  IT IS SET
 ES0926'IN TOP OF A 10 INCH CONCRETE MONUMENT 28 FEET NORTH OF THE CENTERLINE
 ES0926'OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WITNESS POST.
 ES0926'
 ES0926'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0926'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 8.0 MILES TO
 ES0926'MILEPOST 295.9 AND THE STATION ON THE RIGHT.
 ES0926
 ES0926                          STATION RECOVERY (1997)
 ES0926
 ES0926'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0926'RECOVERED IN GOOD CONDITION.
 ES0926
 ES0926                          STATION RECOVERY (2005)
 ES0926
 ES0926'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ES0926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5775 ***********************************************************************
 DH5775  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5775  DESIGNATION -  NELSON
 DH5775  PID         -  DH5775
 DH5775  STATE/COUNTY-  AZ/COCHISE
 DH5775  USGS QUAD   -  SULPHUR HILLS (1986)
 DH5775
 DH5775                         *CURRENT SURVEY CONTROL
 DH5775  ___________________________________________________________________
 DH5775* NAD 83(2007)-  31 57 13.86100(N)    109 41 58.81445(W)     ADJUSTED  
 DH5775* NAVD 88     -      1312.10   (meters)    4304.8    (feet)  GPS OBS   
 DH5775  ___________________________________________________________________
 DH5775  EPOCH DATE  -        2007.00
 DH5775  X           -  -1,826,305.105 (meters)                     COMP
 DH5775  Y           -  -5,100,764.722 (meters)                     COMP
 DH5775  Z           -   3,356,770.614 (meters)                     COMP
 DH5775  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DH5775  ELLIP HEIGHT-        1284.971 (meters)          (02/10/07) ADJUSTED
 DH5775  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DH5775
 DH5775  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5775  Type    PID    Designation                      North   East  Ellip
 DH5775  -------------------------------------------------------------------
 DH5775  NETWORK DH5775 NELSON                            0.84   0.67   2.53
 DH5775  -------------------------------------------------------------------
 DH5775
 DH5775.The horizontal coordinates were established by GPS observations
 DH5775.and adjusted by the National Geodetic Survey in February 2007.
 DH5775
 DH5775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5775.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5775.The horizontal coordinates are valid at the epoch date displayed above.
 DH5775.The epoch date for horizontal control is a decimal equivalence
 DH5775.of Year/Month/Day.
 DH5775
 DH5775.The orthometric height was determined by GPS observations and a
 DH5775.high-resolution geoid model.
 DH5775.The orthometric height was determined by GPS observations and a
 DH5775.high-resolution geoid model using precise GPS observation and
 DH5775.processing techniques.
 DH5775
 DH5775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5775
 DH5775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5775
 DH5775.The ellipsoidal height was determined by GPS observations
 DH5775.and is referenced to NAD 83.
 DH5775
 DH5775.The geoid height was determined by GEOID03.
 DH5775
 DH5775;                    North         East     Units Scale Factor Converg.
 DH5775;SPC AZ E     -   105,845.373   257,505.808   MT  0.99992403   +0 14 49.8
 DH5775;SPC AZ E     -   347,261.72    844,835.33   iFT  0.99992403   +0 14 49.8
 DH5775;UTM  12      - 3,536,058.454   622,889.210   MT  0.99978624   +0 41 17.8
 DH5775
 DH5775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5775!SPC AZ E     -   0.99979828  x   0.99992403  =   0.99972232
 DH5775!UTM  12      -   0.99979828  x   0.99978624  =   0.99958456
 DH5775
 DH5775                          SUPERSEDED SURVEY CONTROL
 DH5775
 DH5775  NAD 83(1992)-  31 57 13.86065(N)    109 41 58.81352(W) AD(       ) B
 DH5775  ELLIP H (08/22/05) 1284.990  (m)                       GP(       ) 4 2
 DH5775
 DH5775.Superseded values are not recommended for survey control.
 DH5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5775.See file dsdata.txt to determine how the superseded data were derived.
 DH5775
 DH5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2288936058(NAD 83)
 DH5775_MARKER: DD = SURVEY DISK
 DH5775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5775_STAMPING: NELSON 2004
 DH5775_MARK LOGO: AZ-003
 DH5775_PROJECTION: FLUSH
 DH5775_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5775+STABILITY: SURFACE MOTION
 DH5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5775+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5775
 DH5775  HISTORY     - Date     Condition        Report By
 DH5775  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5775
 DH5775                          STATION DESCRIPTION
 DH5775
 DH5775'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5775'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5775'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5775'5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS SETTELMENT
 DH5775'FOR APROX. 14.0 MILES TO PARKER RANCH RD. TRAVEL EAST ON PARKER RANCH
 DH5775'RD. FOR 3.0 MILES TO ROBISON RD. TAKE ROBISON RD. SOUTH FOR APPROX.
 DH5775'0.6 MILES TO FRONTIER RD. TRAVEL EAST ON FRONTIER FOR 0.25 MILES TO
 DH5775'SOLAR RUN, CONTINUE SOUTH ON SOLAR RUN FOR 0.50 MILES TO A GATE,
 DH5775'CONTINUE THROUGH THE GATE ON SOLAR RUN UNTIL YOU COME TO A DIRT ROAD
 DH5775'THAT BEARS EASTERLY. TRAVEL EASTERLY ON ROAD PAST A CATTLE POND FOR
 DH5775'1.95 MILES TO THE STATION. THE STATION IS LOCATED APPROX. 90 FEET WEST
 DH5775'OF OLD FENCE LINE.
 DH5775' 
 DH5775'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5775'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5775'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0487 ***********************************************************************
 ER0487  DESIGNATION -  NERO
 ER0487  PID         -  ER0487
 ER0487  STATE/COUNTY-  AZ/APACHE
 ER0487  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0487
 ER0487                         *CURRENT SURVEY CONTROL
 ER0487  ___________________________________________________________________
 ER0487* NAD 83(1992)-  34 11 35.83775(N)    109 21 51.78837(W)     ADJUSTED  
 ER0487* NAVD 88     -      2073.3    (meters)    6802.     (feet)  VERTCON   
 ER0487  ___________________________________________________________________
 ER0487  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ER0487  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ER0487  HORZ ORDER  -  SECOND
 ER0487
 ER0487.The horizontal coordinates were established by classical geodetic methods
 ER0487.and adjusted by the National Geodetic Survey in August 1993.
 ER0487
 ER0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0487
 ER0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0487
 ER0487.The geoid height was determined by GEOID03.
 ER0487
 ER0487;                    North         East     Units Scale Factor Converg.
 ER0487;SPC AZ E     -   354,382.989   287,303.763   MT  0.99996738   +0 27 03.2
 ER0487;SPC AZ E     - 1,162,673.85    942,597.65   iFT  0.99996738   +0 27 03.2
 ER0487;UTM  12      - 3,784,796.848   650,710.067   MT  0.99987999   +0 55 09.7
 ER0487
 ER0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0487!SPC AZ E     -   0.99967819  x   0.99996738  =   0.99964558
 ER0487!UTM  12      -   0.99967819  x   0.99987999  =   0.99955822
 ER0487
 ER0487|---------------------------------------------------------------------|
 ER0487| PID    Reference Object                     Distance      Geod. Az  |
 ER0487|                                                           dddmmss.s |
 ER0487| CD2389 66 BLX 6799                          10.286 METERS 09949     |
 ER0487| CD2390 NERO RM 2                            13.131 METERS 28236     |
 ER0487| ER0489 CAR                                 APPROX. 6.3 KM 2861039.8 |
 ER0487|---------------------------------------------------------------------|
 ER0487
 ER0487                          SUPERSEDED SURVEY CONTROL
 ER0487
 ER0487  NAD 83(1986)-  34 11 35.83621(N)    109 21 51.79491(W) AD(       ) 2
 ER0487  NAD 27      -  34 11 35.67321(N)    109 21 49.47513(W) AD(       ) 2
 ER0487  NGVD 29 (07/19/86) 2072.4    (m)         6799.     (f) VERT ANG    3  
 ER0487
 ER0487.Superseded values are not recommended for survey control.
 ER0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0487.See file dsdata.txt to determine how the superseded data were derived.
 ER0487
 ER0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5071084797(NAD 83)
 ER0487_MARKER: DD = SURVEY DISK
 ER0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0487+STABILITY: SURFACE MOTION
 ER0487
 ER0487  HISTORY     - Date     Condition        Report By
 ER0487  HISTORY     - 1977     MONUMENTED       AZDT
 ER0487
 ER0487                          STATION DESCRIPTION
 ER0487
 ER0487'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 ER0487'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF SPRINGERVILLE
 ER0487'ALONG THE NORTH SIDE OF U.S. HWY. 60 INSIDE THE R/W FENCE LINE.
 ER0487'
 ER0487'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---NERO 1978---AND IS
 ER0487'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 95 FEET NORTH OF HWY.
 ER0487'CENTERLINE, 3 FEET SOUTH OF R/W FENCE AND MARKED WITH A WITNESS POST
 ER0487'AND SIGN 2.9 FEET TO NORTHEAST.
 ER0487'
 ER0487'REFERENCE MARK 1 IS AN U.S.G.S. BENCH MARK TABLET STAMPED---ELEV. 6799
 ER0487'FT. 66 BKX 1968---AND IS SET ON A BRONZE STEM REINFORCED WITH
 ER0487'CONCRETE.  MARK IS 1 FOOT SOUTH OF R/W FENCE AND 73 FEET NORTH OF HWY.
 ER0487'CENTERLINE.
 ER0487'
 ER0487'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---NERO RM 2
 ER0487'1978---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ER0487'
 ER0487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60, 180 AND 666,
 ER0487'5 MILES NORTH OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 FOR 3.1 MILES
 ER0487'TO MILE POST 381.44 AND THE STATION IN THE RIGHT, NORTH, R/W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0910 ***********************************************************************
 FR0910  DESIGNATION -  NEST
 FR0910  PID         -  FR0910
 FR0910  STATE/COUNTY-  AZ/COCONINO
 FR0910  USGS QUAD   -  SUPAI CAMP (1981)
 FR0910
 FR0910                         *CURRENT SURVEY CONTROL
 FR0910  ___________________________________________________________________
 FR0910* NAD 83(1992)-  35 58 42.09826(N)    112 49 08.36560(W)     ADJUSTED  
 FR0910* NAVD 88     -      1834.8    (meters)    6020.     (feet)  VERTCON   
 FR0910  ___________________________________________________________________
 FR0910  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FR0910  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0910  HORZ ORDER  -  SECOND
 FR0910
 FR0910.The horizontal coordinates were established by classical geodetic methods
 FR0910.and adjusted by the National Geodetic Survey in June 1998.
 FR0910
 FR0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0910
 FR0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0910
 FR0910.The geoid height was determined by GEOID03.
 FR0910
 FR0910;                    North         East     Units Scale Factor Converg.
 FR0910;SPC AZ C     -   552,488.494   131,988.027   MT  0.99998156   -0 31 48.5
 FR0910;SPC AZ C     - 1,812,626.29    433,031.58   iFT  0.99998156   -0 31 48.5
 FR0910;UTM  12      - 3,983,077.961   336,005.331   MT  0.99993140   -1 04 07.9
 FR0910
 FR0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0910!SPC AZ C     -   0.99971581  x   0.99998156  =   0.99969738
 FR0910!UTM  12      -   0.99971581  x   0.99993140  =   0.99964723
 FR0910
 FR0910|---------------------------------------------------------------------|
 FR0910| PID    Reference Object                     Distance      Geod. Az  |
 FR0910|                                                           dddmmss.s |
 FR0910| CH3794 NEST RM 1                            16.150 METERS 04915     |
 FR0910| CH3795 NEST RM 2                            16.846 METERS 14800     |
 FR0910| FR0911 HAWK NEST                             7.358 METERS 29709     |
 FR0910| CH3793 NEST AZ MK                                         3502531.2 |
 FR0910|---------------------------------------------------------------------|
 FR0910
 FR0910                          SUPERSEDED SURVEY CONTROL
 FR0910
 FR0910  NAD 83(1992)-  35 58 42.09826(N)    112 49 08.36560(W) AD(       ) 2
 FR0910  NAD 83(1986)-  35 58 42.09118(N)    112 49 08.36217(W) AD(       ) 2
 FR0910  NAD 27      -  35 58 42.15000(N)    112 49 05.66600(W) AD(       ) 2
 FR0910  NGVD 29 (05/08/89) 1833.9    (m)         6017.     (f) VERT ANG    3  
 FR0910
 FR0910.Superseded values are not recommended for survey control.
 FR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0910.See file dsdata.txt to determine how the superseded data were derived.
 FR0910
 FR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3600583078(NAD 83)
 FR0910_MARKER: DS = TRIANGULATION STATION DISK
 FR0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0910
 FR0910  HISTORY     - Date     Condition        Report By
 FR0910  HISTORY     - 1936     MONUMENTED       CGS
 FR0910  HISTORY     - 1952     GOOD             CGS
 FR0910  HISTORY     - 1953     GOOD             LOCSUR
 FR0910  HISTORY     - 1956     GOOD             USGS
 FR0910
 FR0910                          STATION DESCRIPTION
 FR0910
 FR0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0910'STATION IS LOCATED NEAR THE SOUTH END OF A LONG NORTH-SOUTH RIDGE
 FR0910'WHICH IS SPARSELY TIMBERED WITH JUNIPER TREES, NEAR NORTH EDGE
 FR0910'OF GROVE WHERE RIDGE SLOPES NORTH TOWARD THE COLORADO RIVER, NEAR
 FR0910'THE CORNER OF SECTIONS 16, 15, 21 AND 22, IN T. 30 N., R. 5 W.,
 FR0910'ABOUT 45 MILES NORTH OF SELIGMAN, 16 MILES AIRLINE NORTH OF
 FR0910'ROSE WELL, 6 MILES AIRLINE SOUTHWEST OF INTERSECTION OF PINE
 FR0910'SPRINGS AND HILLTOP OR SUPI ROAD, ABOUT 23 FEET EAST OF U.S.
 FR0910'GEOLOGICAL SURVEY STATION HAWK NEST.  STATION,
 FR0910'REFERENCE AND AZIMUTH MARKS SET AS DESCRIBED.
 FR0910'
 FR0910'TO REACH FROM WAYSIDE RESTAURANT, AT MAIN INTERSECTION IN
 FR0910'SELIGMAN, GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO TEXACO
 FR0910'SERVICE STATION AND SIGN HAVASUPAI INDIAN VILLAGE 71 MILES,
 FR0910'ON LEFT OF HIGHWAY, TURN LEFT ON ROAD JUST EAST OF SERVICE STATION
 FR0910'AND GO NORTH 0.2 MILE TO GATE.  GO THROUGH GATE AND CONTINUE
 FR0910'NORTH, (GENERALLY), ON MAIN-TRAVELED ROAD, 31.8 MILES TO ROSE
 FR0910'WELL AND RANCH, 3V, HEADQUARTERS, GO THROUGH GATE AT RANCH
 FR0910'HOUSE AND FOLLOW MAIN TRACK ROAD NORTH AND EAST 0.8 MILE,
 FR0910'(PASSING FENCE CORNER AT 0.4 MILE), TO ROAD FORKS, TAKE
 FR0910'LEFT FORK, MAIN-TRAVELED ROAD (THE HILLTOP OR SUPI
 FR0910'ROAD), AND GO GENERALLY NORTHEASTERLY 13.8 MILES TO DIRT TANK
 FR0910'ON RIGHT OF ROAD, CONTINUE ON MAIN-TRAVELED ROAD 7.7 MILES TO
 FR0910'CROSSROADS, CONTINUE STRAIGHT AHEAD AND GO 1.6 MILES TO
 FR0910'CROSSROADS, CONTINUE STRAIGHT AHEAD 0.8 MILE TO ROAD
 FR0910'INTERSECTION, TURN LEFT AT INTERSECTION ON PINE SPRINGS
 FR0910'ROAD, (THIS ROAD BEARS 223 DEGREES MAGNETIC FROM THE
 FR0910'INTERSECTION), AND FOLLOW MAIN-TRAVELED ROAD 2.0 MILES TO A Y,
 FR0910'BEAR LEFT AND GO 0.45 MILE TO A ROAD INTERSECTION, KEEP STRAIGHT
 FR0910'AHEAD AND GO 4.2 MILES TO A T-ROAD NORTH, KEEP STRAIGHT AHEAD
 FR0910'AND GO 2.4 MILES TO TOP OF A GENTLE RISE, TURN LEFT HERE AND
 FR0910'DRIVE ACROSS COUNTRY DUE SOUTH 1.55 MILES TO AZIMUTH MARK ON LEFT
 FR0910'OF TRUCK TRACK ROAD, CONTINUE SOUTH 0.35 MILE TO EDGE OF TIMBER
 FR0910'AND STATION.
 FR0910'
 FR0910'HEIGHT OF LIGHT ABOVE STATION MARK - 3.3 METERS.
 FR0910
 FR0910                          STATION RECOVERY (1952)
 FR0910
 FR0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 FR0910'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 FR0910'CONDITION AS ORIGINALLY DESCRIBED.
 FR0910'
 FR0910'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL, BY TAKING
 FR0910'THE RIGHT FORK TO THE NE ON A GRADED AND GRAVELED ROAD FOR
 FR0910'17.4 MI. TO A STOCK GUARD AT THE E EDGE OF THE RESERVATION,
 FR0910'CONTINUE AHEAD STILL ON A GRADED ROAD (BUT NOT GRAVELED) FOR
 FR0910'3.6 MI., AND THEN TURN RIGHT (S) ACROSS COUNTRY FOR 2.0 MI. TO
 FR0910'THE STATION.
 FR0910
 FR0910                          STATION RECOVERY (1953)
 FR0910
 FR0910'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (GCS)
 FR0910'RECOVERED BY AERIAL SURVEYS INC.
 FR0910'
 FR0910'STATION MARK AND REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 FR0910'A REVISION AS TO THE BEST WAY TO REACH THE STATION IS AS FOLLOWS--
 FR0910'
 FR0910'FROM PEACH SPRINGS, ARIZONA, PROCEED E ON U.S. HIGHWAY 66 FOR
 FR0910'7.1 MI. T A GRAVEL ROAD ON THE LEFT AND A SIGN FRAZIER WELL 23
 FR0910'MILES AND SUPAI.  TURN LEFT ON THE GRAVEL ROAD AND PROCEED 23.5
 FR0910'MI. TO A SAWMILL ON THE LEFT AT FRAZIER WELL, CONTINUE STRAIGHT
 FR0910'AHEAD ON THE MAIN-TRAVELED ROAD FOR 18.1 MI. TO A FENCE AND
 FR0910'CATTLE GUARD, CONTINUE ON FOR 3.7 MI. TO A SMALL VALLEY AND
 FR0910'U.S.G.S. BENCH MARK M 2 1934, AND A ROCK CAIRN 92 FT. S OF THE
 FR0910'ROAD.  FROM HERE, PROCEED S ACROSS COUNTRY FOR 1.9 MI. TO THE
 FR0910'STATION.
 FR0910
 FR0910                          STATION RECOVERY (1956)
 FR0910
 FR0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FR0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0243 ***********************************************************************
 CZ0243  DESIGNATION -  NET
 CZ0243  PID         -  CZ0243
 CZ0243  STATE/COUNTY-  AZ/PIMA
 CZ0243  USGS QUAD   -  TUCSON (1992)
 CZ0243
 CZ0243                         *CURRENT SURVEY CONTROL
 CZ0243  ___________________________________________________________________
 CZ0243* NAD 83(1992)-  32 08 27.40781(N)    110 54 01.77157(W)     ADJUSTED  
 CZ0243* NAVD 88     -       810.00   (+/-2cm)    2657.5    (feet)  VERTCON   
 CZ0243  ___________________________________________________________________
 CZ0243  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 CZ0243  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0243  HORZ ORDER  -  SECOND
 CZ0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0243
 CZ0243.The horizontal coordinates were established by classical geodetic methods
 CZ0243.and adjusted by the National Geodetic Survey in August 1993.
 CZ0243
 CZ0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0243.The vertical order pertains to the NGVD 29 superseded value.
 CZ0243
 CZ0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0243
 CZ0243.The geoid height was determined by GEOID03.
 CZ0243
 CZ0243;                    North         East     Units Scale Factor Converg.
 CZ0243;SPC AZ C     -   126,947.055   309,226.958   MT  1.00001330   +0 32 26.3
 CZ0243;SPC AZ C     -   416,492.96  1,014,524.14   iFT  1.00001330   +0 32 26.3
 CZ0243;UTM  12      - 3,556,063.071   509,384.648   MT  0.99960109   +0 03 10.6
 CZ0243
 CZ0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0243!SPC AZ C     -   0.99987743  x   1.00001330  =   0.99989072
 CZ0243!UTM  12      -   0.99987743  x   0.99960109  =   0.99947856
 CZ0243
 CZ0243:                Primary Azimuth Mark                     Grid Az
 CZ0243:SPC AZ C     -  HIGHWAY 80 STA 290+00 2663.46            121 37 23.5
 CZ0243:UTM  12      -  HIGHWAY 80 STA 290+00 2663.46            122 06 39.2
 CZ0243
 CZ0243|---------------------------------------------------------------------|
 CZ0243| PID    Reference Object                     Distance      Geod. Az  |
 CZ0243|                                                           dddmmss.s |
 CZ0243| CC7004 HIGHWAY 80 STA 290+00 2663.46                      1220949.8 |
 CZ0243| CZ0242 NET RM 1                             12.574 METERS 12249     |
 CZ0243| CZ0240 NET RM 2                             13.347 METERS 31015     |
 CZ0243|---------------------------------------------------------------------|
 CZ0243
 CZ0243                          SUPERSEDED SURVEY CONTROL
 CZ0243
 CZ0243  NAD 83(1986)-  32 08 27.40438(N)    110 54 01.76898(W) AD(       ) 2
 CZ0243  NAD 27      -  32 08 27.12140(N)    110 53 59.44990(W) AD(       ) 2
 CZ0243  NGVD 29 (??/??/92)  809.405  (m)         2655.52   (f) ADJ UNCH    2 0
 CZ0243
 CZ0243.Superseded values are not recommended for survey control.
 CZ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0243.See file dsdata.txt to determine how the superseded data were derived.
 CZ0243
 CZ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0938556063(NAD 83)
 CZ0243_MARKER: DE = TRAVERSE STATION DISK
 CZ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0243_STAMPING: NET 1960
 CZ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0243+STABILITY: SURFACE MOTION
 CZ0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0243+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0243
 CZ0243  HISTORY     - Date     Condition        Report By
 CZ0243  HISTORY     - 1960     MONUMENTED       CGS
 CZ0243  HISTORY     - 1960     GOOD             CGS
 CZ0243  HISTORY     - 1975     GOOD             NGS
 CZ0243  HISTORY     - 1975     GOOD             NGS
 CZ0243  HISTORY     - 1976     GOOD             NGS
 CZ0243  HISTORY     - 20060316 GOOD             USPSQD
 CZ0243  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0243
 CZ0243                          STATION DESCRIPTION
 CZ0243
 CZ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0243'THE STATION IS 5.3 MILES SOUTHEAST OF THE INTERSECTION OF
 CZ0243'U.S. HIGHWAY 80 AND U.S. HIGHWAY 89 IN THE SOUTHERN SECTION
 CZ0243'OF TUCSON, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE EAST
 CZ0243'BOUND LANES AND 5 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF
 CZ0243'WAY FENCE LINE AND A METAL WITNESS POST WITH SIGN ATTACHED.
 CZ0243'
 CZ0243'THE STATION MARK, WITH UNDERGROUND MARK, STAMPED NET 1960
 CZ0243'IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST
 CZ0243'PROJECTING 4 INCHES.
 CZ0243'
 CZ0243'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 CZ0243'CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED NET NO 1
 CZ0243'1960.  IT IS 3 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY
 CZ0243'FENCE LINE.
 CZ0243'
 CZ0243'REFERENCE MARK 2, STAMPED NET NO 2 1960, IS A STANDARD DISK
 CZ0243'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND
 CZ0243'IS 3 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE LINE.
 CZ0243'
 CZ0243'THE AZIMUTH MARK, STAMPED 2663.46 290+00 1928, IS A STANDARD
 CZ0243'BRONZE DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A DRILL
 CZ0243'HOLE IN THE TOP AND CENTER OF A CONCRETE CULVERT HEADWALL
 CZ0243'ON THE NORTHEAST SIDE OF THE WEST BOUND LANES 18.5 FEET NORTHEAST
 CZ0243'OF THE CENTER LINE OF THE WEST BOUND LANES.  IT IS ABOUT
 CZ0243'OPPSITE FROM THE SOUTHWEST CORNER OF THE DESERT VISTA MOTEL.
 CZ0243
 CZ0243                          STATION RECOVERY (1960)
 CZ0243
 CZ0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0243'5.3 MI SE FROM TUCSON.
 CZ0243'5.3 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0243'HIGHWAY 89 AT TUCSON, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST
 CZ0243'BOUND TRAFFIC LANE, 43.79 FEET SOUTHEAST OF R.M. 2, 41.55 FEET
 CZ0243'NORTHWEST OF R.M. 1, 5.0 FEET SOUTHWEST OF A FENCE LINE, SET IN A
 CZ0243'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CZ0243
 CZ0243                          STATION RECOVERY (1975)
 CZ0243
 CZ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CZ0243'THE STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 CZ0243'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 CZ0243'
 CZ0243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MILES
 CZ0243'SE OF TUCSON
 CZ0243
 CZ0243                          STATION RECOVERY (1975)
 CZ0243
 CZ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0243'RECOVERED IN GOOD CONDITION.
 CZ0243
 CZ0243                          STATION RECOVERY (1976)
 CZ0243
 CZ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 CZ0243'RECOVERED AS DESCRIBED.
 CZ0243'
 CZ0243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHERN SECTION
 CZ0243'OF TUCSON.
 CZ0243
 CZ0243                          STATION RECOVERY (2006)
 CZ0243
 CZ0243'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0243'FOUND IN GOOD SHAPE.
 CZ0243
 CZ0243                          STATION RECOVERY (2008)
 CZ0243
 CZ0243'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0243'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ0243'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0242 ***********************************************************************
 CZ0242  DESIGNATION -  NET RM 1
 CZ0242  PID         -  CZ0242
 CZ0242  STATE/COUNTY-  AZ/PIMA
 CZ0242  USGS QUAD   -  TUCSON (1992)
 CZ0242
 CZ0242                         *CURRENT SURVEY CONTROL
 CZ0242  ___________________________________________________________________
 CZ0242* NAD 83(1986)-  32 08 29.     (N)    110 54 04.     (W)     SCALED    
 CZ0242* NAVD 88     -       810.09   (+/-2cm)    2657.8    (feet)  VERTCON   
 CZ0242  ___________________________________________________________________
 CZ0242  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0242
 CZ0242.The horizontal coordinates were scaled from a topographic map and have
 CZ0242.an estimated accuracy of +/- 6 seconds.
 CZ0242
 CZ0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0242.The vertical order pertains to the NGVD 29 superseded value.
 CZ0242
 CZ0242.The geoid height was determined by GEOID03.
 CZ0242
 CZ0242;                    North         East    Units  Estimated Accuracy
 CZ0242;SPC AZ C     -   127,000.      309,170.      MT  (+/- 180 meters Scaled)
 CZ0242
 CZ0242                          SUPERSEDED SURVEY CONTROL
 CZ0242
 CZ0242  NGVD 29 (??/??/92)  809.488  (m)         2655.80   (f) ADJ UNCH    2 0
 CZ0242
 CZ0242.Superseded values are not recommended for survey control.
 CZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0242.See file dsdata.txt to determine how the superseded data were derived.
 CZ0242
 CZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA093561(NAD 83)
 CZ0242_MARKER: DR = REFERENCE MARK DISK
 CZ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0242_STAMPING: NET NO 1 1960
 CZ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0242+STABILITY: SURFACE MOTION
 CZ0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0242+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0242
 CZ0242  HISTORY     - Date     Condition        Report By
 CZ0242  HISTORY     - 1960     MONUMENTED       CGS
 CZ0242  HISTORY     - 1975     GOOD             NGS
 CZ0242  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0242
 CZ0242                          STATION DESCRIPTION
 CZ0242
 CZ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0242'5.3 MI SE FROM TUCSON.
 CZ0242'5.3 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0242'HIGHWAY 89 AT TUCSON, 41.55 FEET SOUTHEAST OF THE STATION MARK, 3 FEET
 CZ0242'SOUTHWEST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 CZ0242'PROJECTING 4 INCHES.
 CZ0242
 CZ0242                          STATION RECOVERY (1975)
 CZ0242
 CZ0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0242'RECOVERED IN GOOD CONDITION.
 CZ0242
 CZ0242                          STATION RECOVERY (2008)
 CZ0242
 CZ0242'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0240 ***********************************************************************
 CZ0240  DESIGNATION -  NET RM 2
 CZ0240  PID         -  CZ0240
 CZ0240  STATE/COUNTY-  AZ/PIMA
 CZ0240  USGS QUAD   -  TUCSON (1992)
 CZ0240
 CZ0240                         *CURRENT SURVEY CONTROL
 CZ0240  ___________________________________________________________________
 CZ0240* NAD 83(1986)-  32 08 29.     (N)    110 54 04.     (W)     SCALED    
 CZ0240* NAVD 88     -       810.00   (+/-2cm)    2657.5    (feet)  VERTCON   
 CZ0240  ___________________________________________________________________
 CZ0240  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0240
 CZ0240.The horizontal coordinates were scaled from a topographic map and have
 CZ0240.an estimated accuracy of +/- 6 seconds.
 CZ0240
 CZ0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0240.The vertical order pertains to the NGVD 29 superseded value.
 CZ0240
 CZ0240.The geoid height was determined by GEOID03.
 CZ0240
 CZ0240;                    North         East    Units  Estimated Accuracy
 CZ0240;SPC AZ C     -   127,000.      309,170.      MT  (+/- 180 meters Scaled)
 CZ0240
 CZ0240                          SUPERSEDED SURVEY CONTROL
 CZ0240
 CZ0240  NGVD 29 (??/??/92)  809.403  (m)         2655.52   (f) ADJ UNCH    2 0
 CZ0240
 CZ0240.Superseded values are not recommended for survey control.
 CZ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0240.See file dsdata.txt to determine how the superseded data were derived.
 CZ0240
 CZ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA093561(NAD 83)
 CZ0240_MARKER: DR = REFERENCE MARK DISK
 CZ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0240_STAMPING: NET NO 2 1960
 CZ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0240+STABILITY: SURFACE MOTION
 CZ0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0240+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0240
 CZ0240  HISTORY     - Date     Condition        Report By
 CZ0240  HISTORY     - 1960     MONUMENTED       CGS
 CZ0240  HISTORY     - 1975     GOOD             NGS
 CZ0240  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0240
 CZ0240                          STATION DESCRIPTION
 CZ0240
 CZ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0240'5.3 MI SE FROM TUCSON.
 CZ0240'5.3 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0240'HIGHWAY 89 AT TUCSON, 43.79 FEET NORTHWEST OF THE STATION MARK, 3 FEET
 CZ0240'SOUTHWEST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 CZ0240'PROJECTING 4 INCHES.
 CZ0240
 CZ0240                          STATION RECOVERY (1975)
 CZ0240
 CZ0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0240'RECOVERED IN GOOD CONDITION.
 CZ0240
 CZ0240                          STATION RECOVERY (2008)
 CZ0240
 CZ0240'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0148 ***********************************************************************
 DV0148  DESIGNATION -  NEW
 DV0148  PID         -  DV0148
 DV0148  STATE/COUNTY-  AZ/MARICOPA
 DV0148  USGS QUAD   -  NEW RIVER (1981)
 DV0148
 DV0148                         *CURRENT SURVEY CONTROL
 DV0148  ___________________________________________________________________
 DV0148* NAD 83(2007)-  33 53 38.41183(N)    112 08 37.51819(W)     ADJUSTED  
 DV0148* NAVD 88     -       618.26   (+/-2cm)    2028.4    (feet)  VERTCON   
 DV0148  ___________________________________________________________________
 DV0148  EPOCH DATE  -        2007.00
 DV0148  X           -  -1,997,856.128 (meters)                     COMP
 DV0148  Y           -  -4,909,367.618 (meters)                     COMP
 DV0148  Z           -   3,537,021.916 (meters)                     COMP
 DV0148  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 DV0148  ELLIP HEIGHT-         589.389 (meters)          (02/10/07) ADJUSTED
 DV0148  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DV0148
 DV0148  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0148  Type    PID    Designation                      North   East  Ellip
 DV0148  -------------------------------------------------------------------
 DV0148  NETWORK DV0148 NEW                               0.63   0.49   0.98
 DV0148  -------------------------------------------------------------------
 DV0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0148
 DV0148.The horizontal coordinates were established by GPS observations
 DV0148.and adjusted by the National Geodetic Survey in February 2007.
 DV0148
 DV0148.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0148.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0148.The horizontal coordinates are valid at the epoch date displayed above.
 DV0148.The epoch date for horizontal control is a decimal equivalence
 DV0148.of Year/Month/Day.
 DV0148
 DV0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0148.The vertical order pertains to the NGVD 29 superseded value.
 DV0148
 DV0148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0148
 DV0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0148
 DV0148.The ellipsoidal height was determined by GPS observations
 DV0148.and is referenced to NAD 83.
 DV0148
 DV0148.The geoid height was determined by GEOID03.
 DV0148
 DV0148;                    North         East     Units Scale Factor Converg.
 DV0148;SPC AZ C     -   320,920.930   192,356.545   MT  0.99990544   -0 07 35.9
 DV0148;SPC AZ C     - 1,052,890.19    631,091.03   iFT  0.99990544   -0 07 35.9
 DV0148;UTM  12      - 3,750,992.071   394,243.011   MT  0.99973788   -0 38 16.4
 DV0148
 DV0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0148!SPC AZ C     -   0.99990748  x   0.99990544  =   0.99981293
 DV0148!UTM  12      -   0.99990748  x   0.99973788  =   0.99964539
 DV0148
 DV0148:                Primary Azimuth Mark                     Grid Az
 DV0148:SPC AZ C     -  NEW RIVER                                003 27 24.9
 DV0148:UTM  12      -  NEW RIVER                                003 58 05.4
 DV0148
 DV0148|---------------------------------------------------------------------|
 DV0148| PID    Reference Object                     Distance      Geod. Az  |
 DV0148|                                                           dddmmss.s |
 DV0148| DV0151 NEW RIVER                           APPROX. 1.3 KM 0031949.0 |
 DV0148| DV0147 NEW RM 1                              8.608 METERS 20036     |
 DV0148| DV0149 NEW RM 2                             19.849 METERS 32622     |
 DV0148|---------------------------------------------------------------------|
 DV0148
 DV0148                          SUPERSEDED SURVEY CONTROL
 DV0148
 DV0148  ELLIP H (06/11/02)  589.410  (m)                       GP(       ) 3 2
 DV0148  NAD 83(1992)-  33 53 38.41095(N)    112 08 37.51855(W) AD(       ) 1
 DV0148  NAD 83(1992)-  33 53 38.41095(N)    112 08 37.51855(W) AD(       ) 1
 DV0148  NAD 83(1986)-  33 53 38.40574(N)    112 08 37.52227(W) AD(       ) 1
 DV0148  NAD 27      -  33 53 38.27500(N)    112 08 34.96000(W) AD(       ) 1
 DV0148  NGVD 29 (??/??/92)  617.653  (m)         2026.42   (f) ADJ UNCH    2 0
 DV0148
 DV0148.Superseded values are not recommended for survey control.
 DV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0148.See file dsdata.txt to determine how the superseded data were derived.
 DV0148
 DV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9424350992(NAD 83)
 DV0148_MARKER: DS = TRIANGULATION STATION DISK
 DV0148_SETTING: 80 = SET IN A BOULDER
 DV0148_SP_SET: BOULDER
 DV0148_STAMPING: NEW 1924
 DV0148_MARK LOGO: CGS   
 DV0148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0148+STABILITY: SURFACE MOTION
 DV0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0148+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1997
 DV0148
 DV0148  HISTORY     - Date     Condition        Report By
 DV0148  HISTORY     - 1924     MONUMENTED       CGS
 DV0148  HISTORY     - 1959     GOOD             CGS
 DV0148  HISTORY     - 1959     GOOD             NGS
 DV0148  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0148  HISTORY     - 19970124 GOOD             ATEAM
 DV0148  HISTORY     - 20070629 POOR             GEOCAC
 DV0148
 DV0148                          STATION DESCRIPTION
 DV0148
 DV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV0148'ABOUT 31 MILES DUE NORTH OF PHOENIX AND ONE-HALF MILE SOUTH OF
 DV0148'NEW RIVER STATION STORE ON THE BLACK CANYON ROAD.  STATION IS
 DV0148'ABOUT ONE-QUARTER MILE EAST OF ROAD, ON A SLIGHT RIDGE OR
 DV0148'SWELL SLOPING GENTLY TO THE WEST, AND BETWEEN THE ROAD AND
 DV0148'POWER TRANSMISSION LINE.  SOME PALOVERDE TREES WERE CUT AT THE
 DV0148'STATION AND SOME CHOLLAS BURNED.  STATION IS ABOUT THREE-QUARTER
 DV0148'OF A MILE SOUTHWEST OF SENTINEL PEAK AND 300 YARDS WEST OF THE
 DV0148'TRANSMISSION LINE.  MARKED BY A STANDARD BRONZE DISK.
 DV0148'REFERENCE MARK, A STANDARD BRONZE
 DV0148'REFERENCE DISK IS 8.610 METERS (28.25 FEET) FROM
 DV0148'STATION.
 DV0148
 DV0148                          STATION RECOVERY (1959)
 DV0148
 DV0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV0148'THE STATION WAS RECOVERED AND THE MARKS WERE FOUND TO BE IN
 DV0148'GOOD CONDITION.  REFERENCE MARK 2 WAS ESTABLISHED.  A NEW
 DV0148'DESCRIPTION FOLLOWS--THE STATION IS ABOUT 12 MILES SOUTH OF
 DV0148'BLACK CANYON, 1 MILE SOUTH OF THE NEW RIVER SERVICE STATION
 DV0148'AND 0.3 MILE EAST OF ARIZONA STATE HIGHWAY 69, ON A SLIGHT
 DV0148'RISE OF CACTUS AND BRUSH COVERED DESERT LAND.
 DV0148'
 DV0148'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 DV0148'GO SOUTH ON ARIZONA STATE HIGHWAY 69 FOR 12.6 MILES TO THE SUN
 DV0148'UP CAFE ON THE LEFT, EAST.  TURN LEFT AND PASS THROUGH A
 DV0148'GATE JUST NORTH OF THE CAFE.  TURN RIGHT AND GO SOUTH FOR ABOUT
 DV0148'100 YARDS TO A GATE, PASS THROUGH THE GATE AND TURN LEFT GOING
 DV0148'IN AN EASTERLY DIRECTION FOR 0.3 MILE TO THE STATION.
 DV0148'
 DV0148'THE STATION IS A STANDARD DISK, STAMPED NEW 1924, CEMENTED
 DV0148'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES AND IS
 DV0148'8.0 FEET NORTHEAST OF A WITNESS POST.
 DV0148'
 DV0148'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEW NO 1 1924,
 DV0148'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.
 DV0148'
 DV0148'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEW NO 2 1958,
 DV0148'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.
 DV0148'
 DV0148'TRIANGULATION STATION NEW RIVER CAN BE USED FOR AN AZIMUTH
 DV0148'MARK.  (SEE THE DESCRIPTION THEREOF)
 DV0148
 DV0148                          STATION RECOVERY (1959)
 DV0148
 DV0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0148'12.6 MI S FROM BLACK CANYON.
 DV0148'12.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0148'CANYON, THEN ABOUT 100 YARDS SOUTH OF THE SUN UP CAFE GO EAST ACROSS
 DV0148'COUNTRY FOR ABOUT 0.3 MILE.  8 FEET NORTHEAST OF THE WITNESS POST,
 DV0148'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 DV0148
 DV0148                          STATION RECOVERY (1995)
 DV0148
 DV0148'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0148'MARK NOT FOUND.
 DV0148
 DV0148                          STATION RECOVERY (1997)
 DV0148
 DV0148'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV0148'RECOVERY NOTE ADDITIONS BY A TEAM PROFESSIONAL ASSOCIATES 1996 (BSF),
 DV0148'TO REACH STATION FROM EXIT 232 (NEW RIVER ROAD) OF INTERSTATE 17,
 DV0148'TRAVEL EAST OF INTERCHANGE 0.2 MI (0.32 KM) TO INTERSECTION OF
 DV0148'FRONTAGE ROAD. TURN SOUTH AND TRAVEL 1.5  MI (2.41 KM) . TO AN OPEN
 DV0148'GATE OF BORROW PIT. TRAVEL EAST ALONG DIRT ROAD TO TOP OF HILL TO DUG
 DV0148'OUT AREA. STATION IS AT NE CORNER OF EXCAVATED AREA. STATION IS
 DV0148'APPROX. 50 FT (15.24 M) NORTH OF CENTERLINE DIRT ROAD. MONUMENTS
 DV0148'RECOVERED AS DESCRIBED IN NOTE OF 1959.
 DV0148
 DV0148                          STATION RECOVERY (2007)
 DV0148
 DV0148'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0148'RECOVERED STATION MARK IN POOR CONDITION, REFERENCE MARK 1 AND
 DV0148'REFERENCE MARK 2 WERE NOT FOUND. UPDATES TO THE DESCRIPTION FOLLOWS
 DV0148'ONLY THE STEM OF THE STATION MARK WAS FOUND CEMENTED IN THE BOLDER.
 DV0148'THE LOCATION FOR BOTH REFERENCE MARKS ARE IN OR NEAR DIM VEHICULAR
 DV0148'TRAILS AND MAY BE COVERED BY DIRT AND ROCKS. THERE WAS NO WITNESS POST
 DV0148'IN THE AREA.
 DV0148' 
 DV0148'UPDATE TO THE TO REACH DESCRIPTION FOLLOWS   PARK ON FRONTAGE ROAD AND
 DV0148'PACK APPROXIMATELY .2 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0264 ***********************************************************************
 GO0264  DESIGNATION -  NEW
 GO0264  PID         -  GO0264
 GO0264  STATE/COUNTY-  AZ/APACHE
 GO0264  USGS QUAD   -  COW BUTTE (1982)
 GO0264
 GO0264                         *CURRENT SURVEY CONTROL
 GO0264  ___________________________________________________________________
 GO0264* NAD 83(1992)-  36 57 58.44874(N)    109 11 54.30485(W)     ADJUSTED  
 GO0264* NAVD 88     -      1729.2    (meters)    5673.     (feet)  VERTCON   
 GO0264  ___________________________________________________________________
 GO0264  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GO0264  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 GO0264  HORZ ORDER  -  THIRD
 GO0264
 GO0264.The horizontal coordinates were established by classical geodetic methods
 GO0264.and adjusted by the National Geodetic Survey in November 1997.
 GO0264
 GO0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0264
 GO0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0264
 GO0264.The geoid height was determined by GEOID03.
 GO0264
 GO0264;                    North         East     Units Scale Factor Converg.
 GO0264;SPC AZ E     -   662,161.503   299,576.049   MT  0.99999154   +0 34 56.2
 GO0264;SPC AZ E     - 2,172,445.88    982,861.05   iFT  0.99999154   +0 34 56.2
 GO0264;UTM  12      - 4,092,643.316   660,375.914   MT  0.99991686   +1 05 01.0
 GO0264
 GO0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0264!SPC AZ E     -   0.99973194  x   0.99999154  =   0.99972348
 GO0264!UTM  12      -   0.99973194  x   0.99991686  =   0.99964882
 GO0264
 GO0264:                Primary Azimuth Mark                     Grid Az
 GO0264:SPC AZ E     -  MOKO                                     205 40 33.8
 GO0264:UTM  12      -  MOKO                                     205 10 29.0
 GO0264
 GO0264|---------------------------------------------------------------------|
 GO0264| PID    Reference Object                     Distance      Geod. Az  |
 GO0264|                                                           dddmmss.s |
 GO0264| GO0263 MOKO                                APPROX.12.5 KM 2061530.0 |
 GO0264|---------------------------------------------------------------------|
 GO0264
 GO0264                          SUPERSEDED SURVEY CONTROL
 GO0264
 GO0264  NAD 83(1992)-  36 57 58.44914(N)    109 11 54.30613(W) AD(       ) 3
 GO0264  NAD 83(1992)-  36 57 58.44748(N)    109 11 54.30685(W) AD(       ) 3
 GO0264  NAD 83(1986)-  36 57 58.44181(N)    109 11 54.31215(W) AD(       ) 3
 GO0264  NGVD 29 (08/22/88) 1728.2    (m)         5670.     (f) VERT ANG    3  
 GO0264
 GO0264.Superseded values are not recommended for survey control.
 GO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0264.See file dsdata.txt to determine how the superseded data were derived.
 GO0264
 GO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF6037692643(NAD 83)
 GO0264_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GO0264_SETTING: 80 = SET IN A BOULDER
 GO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0264+STABILITY: SURFACE MOTION
 GO0264
 GO0264  HISTORY     - Date     Condition        Report By
 GO0264  HISTORY     - 1949     MONUMENTED       USGS
 GO0264  HISTORY     - 1961     POOR             USGS
 GO0264
 GO0264                          STATION DESCRIPTION
 GO0264
 GO0264'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 GO0264'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0151 ***********************************************************************
 DV0151  DESIGNATION -  NEW RIVER
 DV0151  PID         -  DV0151
 DV0151  STATE/COUNTY-  AZ/MARICOPA
 DV0151  USGS QUAD   -  NEW RIVER (1981)
 DV0151
 DV0151                         *CURRENT SURVEY CONTROL
 DV0151  ___________________________________________________________________
 DV0151* NAD 83(1992)-  33 54 19.47962(N)    112 08 34.65252(W)     ADJUSTED  
 DV0151* NAVD 88     -       641.96   (+/-2cm)    2106.2    (feet)  VERTCON   
 DV0151  ___________________________________________________________________
 DV0151  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 DV0151  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DV0151  HORZ ORDER  -  SECOND
 DV0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0151
 DV0151.The horizontal coordinates were established by classical geodetic methods
 DV0151.and adjusted by the National Geodetic Survey in August 1993.
 DV0151
 DV0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0151.The vertical order pertains to the NGVD 29 superseded value.
 DV0151
 DV0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0151
 DV0151.The geoid height was determined by GEOID03.
 DV0151
 DV0151;                    North         East     Units Scale Factor Converg.
 DV0151;SPC AZ C     -   322,185.996   192,432.957   MT  0.99990540   -0 07 34.4
 DV0151;SPC AZ C     - 1,057,040.67    631,341.72   iFT  0.99990540   -0 07 34.4
 DV0151;UTM  12      - 3,752,256.192   394,330.694   MT  0.99973765   -0 38 15.5
 DV0151
 DV0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0151!SPC AZ C     -   0.99990376  x   0.99990540  =   0.99980917
 DV0151!UTM  12      -   0.99990376  x   0.99973765  =   0.99964143
 DV0151
 DV0151:                Primary Azimuth Mark                     Grid Az
 DV0151:SPC AZ C     -  BUD                                      005 10 12.0
 DV0151:UTM  12      -  BUD                                      005 40 53.1
 DV0151
 DV0151|---------------------------------------------------------------------|
 DV0151| PID    Reference Object                     Distance      Geod. Az  |
 DV0151|                                                           dddmmss.s |
 DV0151| DV0157 BUD                                 APPROX. 3.2 KM 0050237.6 |
 DV0151| DV0150 NEW RIVER RM 2                       12.612 METERS 24313     |
 DV0151| DV0152 NEW RIVER RM 1                        6.507 METERS 33124     |
 DV0151|---------------------------------------------------------------------|
 DV0151
 DV0151                          SUPERSEDED SURVEY CONTROL
 DV0151
 DV0151  NAD 83(1986)-  33 54 19.47447(N)    112 08 34.65617(W) AD(       ) 2
 DV0151  NAD 27      -  33 54 19.34580(N)    112 08 32.09200(W) AD(       ) 2
 DV0151  NGVD 29 (??/??/92)  641.348  (m)         2104.16   (f) ADJ UNCH    2 0
 DV0151
 DV0151.Superseded values are not recommended for survey control.
 DV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0151.See file dsdata.txt to determine how the superseded data were derived.
 DV0151
 DV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9433152256(NAD 83)
 DV0151_MARKER: DS = TRIANGULATION STATION DISK
 DV0151_SETTING: 66 = SET IN ROCK OUTCROP
 DV0151_SP_SET: BEDROCK
 DV0151_STAMPING: NEW RIVER 1958
 DV0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0151+STABILITY: POSITION/ELEVATION WELL
 DV0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0151+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0151
 DV0151  HISTORY     - Date     Condition        Report By
 DV0151  HISTORY     - 1959     MONUMENTED       CGS
 DV0151  HISTORY     - 1959     GOOD             NGS
 DV0151  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0151  HISTORY     - 20050727 GOOD             EVANS
 DV0151  HISTORY     - 20070629 GOOD             GEOCAC
 DV0151
 DV0151                          STATION DESCRIPTION
 DV0151
 DV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV0151'THE STATION IS ABOUT 11 MILES SOUTH OF BLACK CANYON, 0.2
 DV0151'MILE NORTH OF THE NEW RIVER SERVICE STATION AND 200 YARDS EAST
 DV0151'OF ARIZONA STATE HIGHWAY 69 ON A CACTUS COVERED HILL.
 DV0151'
 DV0151'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 DV0151'GO SOUTH ON STATE HIGHWAY 69 11.9 MILES TO A POINT JUST NORTH
 DV0151'OF THE NEW RIVER SERVICE STATION AND THE END OF TRUCK TRAVEL.
 DV0151'PACK EAST UP GRADE FROM THE HIGHWAY TO THE TOP OF THE HILL AND
 DV0151'THE STATION.
 DV0151'
 DV0151'THE STATION IS A STANDARD DISK, STAMPED NEW RIVER 1958,
 DV0151'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT
 DV0151'IS 8.9 FEET NORTHEAST OF A WITNESS POST AND 200 FEET ABOVE
 DV0151'THE HIGHWAY.
 DV0151'
 DV0151'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEW RIVER NO 1
 DV0151'1958, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DV0151'GROUND AND 30.3 FEET NORTHWEST OF THE WITNESS POST.
 DV0151'
 DV0151'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEW RIVER NO 2
 DV0151'1958, CEMENTED IN A DRILL HOLE FLUSH WITH THE GROUND AND 43.2
 DV0151'FEET WEST OF THE WITNESS POST.
 DV0151'
 DV0151'TRIANGULATION STATION BUD CAN BE USED FOR AN AZIMUTH MARK.
 DV0151'(SEE THE DESCRIPTION THEREOF)
 DV0151
 DV0151                          STATION RECOVERY (1959)
 DV0151
 DV0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0151'11.9 MI S FROM BLACK CANYON.
 DV0151'11.9 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0151'CANYON, ABOUT 0.2 MILE NORTH OF THE SERVICE STATION IN NEW RIVER,
 DV0151'THENCE GO EAST ABOUT 200 YARDS TO THE HIGHEST POINT OF THE HILL.  9
 DV0151'FEET NORTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN
 DV0151'BEDROCK THAT IS FLUSH WITH THE GROUND.
 DV0151
 DV0151                          STATION RECOVERY (1995)
 DV0151
 DV0151'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0151'MARK NOT FOUND.
 DV0151
 DV0151                          STATION RECOVERY (2005)
 DV0151
 DV0151'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV0151'RECOVERED IN GOOD CONDITION.
 DV0151
 DV0151                          STATION RECOVERY (2007)
 DV0151
 DV0151'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0151'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV0151'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV0151'THERE WAS NO WITNESS POST IN THE AREA.
 DV0151' 
 DV0151'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0151'AND NEW RIVER ROAD, TRAVEL EAST ON NEW RIVER ROAD FOR 0.25 MILES TO
 DV0151'FRONTAGE ROAD. TURN RIGHT AND TRAVEL SOUTH ON FRONTAGE ROAD FOR 0.5
 DV0151'MILES TO THE GRADED ROAD 37TH AVENUE. TURN LEFT AND TRAVEL EAST ON
 DV0151'37TH AVENUE FOR 0.2 MILES TO A HILL ON THE RIGHT. PARK AND PACK UP THE
 DV0151'HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0856 ***********************************************************************
 ET0856  DESIGNATION -  NEW RIVER
 ET0856  PID         -  ET0856
 ET0856  STATE/COUNTY-  AZ/YAVAPAI
 ET0856  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0856
 ET0856                         *CURRENT SURVEY CONTROL
 ET0856  ___________________________________________________________________
 ET0856* NAD 83(1992)-  34 02 14.24636(N)    112 00 18.78501(W)     ADJUSTED  
 ET0856* NAVD 88     -      1789.5    (meters)    5871.     (feet)  VERTCON   
 ET0856  ___________________________________________________________________
 ET0856  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 ET0856  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 ET0856  HORZ ORDER  -  THIRD
 ET0856
 ET0856.The horizontal coordinates were established by classical geodetic methods
 ET0856.and adjusted by the National Geodetic Survey in August 1993.
 ET0856
 ET0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0856
 ET0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0856
 ET0856.The geoid height was determined by GEOID03.
 ET0856
 ET0856;                    North         East     Units Scale Factor Converg.
 ET0856;SPC AZ C     -   336,793.354   205,183.592   MT  0.99990082   -0 02 58.4
 ET0856;SPC AZ C     - 1,104,965.07    673,174.51   iFT  0.99990082   -0 02 58.4
 ET0856;UTM  12      - 3,766,746.342   407,209.083   MT  0.99970614   -0 33 45.7
 ET0856
 ET0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0856!SPC AZ C     -   0.99972350  x   0.99990082  =   0.99962435
 ET0856!UTM  12      -   0.99972350  x   0.99970614  =   0.99942972
 ET0856
 ET0856:                Primary Azimuth Mark                     Grid Az
 ET0856:SPC AZ C     -  BALD MOUNTAIN                            007 04 53.9
 ET0856:UTM  12      -  BALD MOUNTAIN                            007 35 41.2
 ET0856
 ET0856|---------------------------------------------------------------------|
 ET0856| PID    Reference Object                     Distance      Geod. Az  |
 ET0856|                                                           dddmmss.s |
 ET0856| ES1006 BALD MOUNTAIN                       APPROX.46.7 KM 0070155.5 |
 ET0856|---------------------------------------------------------------------|
 ET0856
 ET0856                          SUPERSEDED SURVEY CONTROL
 ET0856
 ET0856  NAD 83(1992)-  34 02 14.24135(N)    112 00 18.79481(W) AD(       ) 3
 ET0856  NAD 83(1986)-  34 02 14.29409(N)    112 00 18.76237(W) AD(       ) 3
 ET0856  NGVD 29 (05/08/89) 1788.8    (m)         5869.     (f) VERT ANG    3  
 ET0856
 ET0856.Superseded values are not recommended for survey control.
 ET0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0856.See file dsdata.txt to determine how the superseded data were derived.
 ET0856
 ET0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0720966746(NAD 83)
 ET0856_MARKER: DB = BENCH MARK DISK
 ET0856_SETTING: 80 = SET IN A BOULDER
 ET0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0856+STABILITY: SURFACE MOTION
 ET0856
 ET0856  HISTORY     - Date     Condition        Report By
 ET0856  HISTORY     - 1900     MONUMENTED       USGS
 ET0856  HISTORY     - 1902     GOOD             USGS
 ET0856  HISTORY     - 1966     GOOD             USGS
 ET0856  HISTORY     - 1969     GOOD             USGS
 ET0856
 ET0856                          STATION DESCRIPTION
 ET0856
 ET0856'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0856'RECOVERED IN GOOD CONDITION.
 ET0856
 ET0856                          STATION RECOVERY (1966)
 ET0856
 ET0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ET0856'RECOVERED AS DESCRIBED.
 ET0856'
 ET0856'REACHED BY HELICOPTER.
 ET0856
 ET0856                          STATION RECOVERY (1969)
 ET0856
 ET0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0856'RECOVERED AS DESCRIBED.
 ET0856'
 ET0856'LOCATED ABOUT 12.5 MI NE. OF NEW RIVER, ABOUT 8.5 MI SE. OF BLACK
 ET0856'CANYON CITY.  ON TOP OF PROMINENT PEAK.
 ET0856'
 ET0856'TO REACH FROM NEW RIVER, TAKE HWY. 17 4 MI N. TO TABLE MESA RD.
 ET0856'TURNOFF.  GO RIGHT ON TABLE MESA RD. 1.2 MI TO RANCH YARD, GO
 ET0856'THROUGH RANCH YARD 0.1 MI TO GATE, PASS THROUGH GATE FOLLOWING
 ET0856'MAIN-TRAVELED RD. 2.9 MI TO TONTO NATIONAL FOREST BOUNDARY AND
 ET0856'GATE, PASS THROUGH GATE FOLLOWING MAIN-TRAVELED RD. 6.5 MI TO GATE,
 ET0856'PASS THROUGH GATE AND GO 0.5 MI TO SMALL CABIN AND CORRAL, CONTINUE
 ET0856'STRAIGHT 0.3 MI TO GATE, PASS THROUGH GATE AND GO 1.4 MI TO T-RD.
 ET0856'GO LEFT ON UPPER RANCH RD. 3.3 MI TO DIM RD. LEFT.  USE 4-WHEEL DRIVE
 ET0856'AND GO LEFT ON DIM RD. 3.7 MI TO SADDLE AND END OF TRUCK TRAVEL.
 ET0856'HIKE NW. UP RIDGE TO TOP AND STATION.  A 1-HOUR PACK.
 ET0856'
 ET0856'STATION MARK--STANDARD ALUMINUM BM TABLET STAMPED---VA 5845---.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0152 ***********************************************************************
 DV0152  DESIGNATION -  NEW RIVER RM 1
 DV0152  PID         -  DV0152
 DV0152  STATE/COUNTY-  AZ/MARICOPA
 DV0152  USGS QUAD   -  NEW RIVER (1981)
 DV0152
 DV0152                         *CURRENT SURVEY CONTROL
 DV0152  ___________________________________________________________________
 DV0152* NAD 83(1986)-  33 54 19.     (N)    112 08 35.     (W)     SCALED    
 DV0152* NAVD 88     -       641.40   (+/-2cm)    2104.3    (feet)  VERTCON   
 DV0152  ___________________________________________________________________
 DV0152  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DV0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0152
 DV0152.The horizontal coordinates were scaled from a topographic map and have
 DV0152.an estimated accuracy of +/- 6 seconds.
 DV0152
 DV0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0152.The vertical order pertains to the NGVD 29 superseded value.
 DV0152
 DV0152.The geoid height was determined by GEOID03.
 DV0152
 DV0152;                    North         East    Units  Estimated Accuracy
 DV0152;SPC AZ C     -   322,170.      192,420.      MT  (+/- 180 meters Scaled)
 DV0152
 DV0152                          SUPERSEDED SURVEY CONTROL
 DV0152
 DV0152  NGVD 29 (??/??/92)  640.789  (m)         2102.32   (f) ADJ UNCH    2 0
 DV0152
 DV0152.Superseded values are not recommended for survey control.
 DV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0152.See file dsdata.txt to determine how the superseded data were derived.
 DV0152
 DV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC943522(NAD 83)
 DV0152_MARKER: DR = REFERENCE MARK DISK
 DV0152_SETTING: 66 = SET IN ROCK OUTCROP
 DV0152_SP_SET: BEDROCK
 DV0152_STAMPING: NEW RIVER NO 1 1958
 DV0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0152+STABILITY: POSITION/ELEVATION WELL
 DV0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0152+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0152
 DV0152  HISTORY     - Date     Condition        Report By
 DV0152  HISTORY     - 1959     MONUMENTED       CGS
 DV0152  HISTORY     - 1959     GOOD             NGS
 DV0152  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0152  HISTORY     - 20050728 GOOD             EVANS
 DV0152  HISTORY     - 20070629 GOOD             GEOCAC
 DV0152
 DV0152                          STATION DESCRIPTION
 DV0152
 DV0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0152'11.9 MI S FROM BLACK CANYON.
 DV0152'11.9 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0152'CANYON, ABOUT 0.2 MILE NORTH OF THE SERVICE STATION IN NEW RIVER,
 DV0152'THENCE GO EAST ABOUT 200 YARDS TO THE HIGHEST POINT OF THE HILL. 30.3
 DV0152'FEET NORTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN
 DV0152'BEDROCK THAT IS FLUSH WITH THE GROUND.
 DV0152
 DV0152                          STATION RECOVERY (1995)
 DV0152
 DV0152'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0152'MARK NOT FOUND.
 DV0152
 DV0152                          STATION RECOVERY (2005)
 DV0152
 DV0152'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV0152'RECOVERED IN GOOD CONDITION.
 DV0152
 DV0152                          STATION RECOVERY (2007)
 DV0152
 DV0152'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0152'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DV0152'COORDINATES
 DV0152'33 54 19.7 (N)   112 08 34.7 (W)  (NAD 83).
 DV0152' 
 DV0152'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0152'AND NEW RIVER ROAD, TRAVEL EAST ON NEW RIVER ROAD FOR 0.25 MILES TO
 DV0152'FRONTAGE ROAD. TURN RIGHT AND TRAVEL SOUTH ON FRONTAGE ROAD FOR 0.5
 DV0152'MILES TO THE GRADED ROAD 37TH AVENUE. TURN LEFT AND TRAVEL EAST ON
 DV0152'37TH AVENUE FOR 0.2 MILES TO A HILL ON THE RIGHT. PARK AND PACK UP THE
 DV0152'HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0150 ***********************************************************************
 DV0150  DESIGNATION -  NEW RIVER RM 2
 DV0150  PID         -  DV0150
 DV0150  STATE/COUNTY-  AZ/MARICOPA
 DV0150  USGS QUAD   -  NEW RIVER (1981)
 DV0150
 DV0150                         *CURRENT SURVEY CONTROL
 DV0150  ___________________________________________________________________
 DV0150* NAD 83(1986)-  33 54 19.     (N)    112 08 35.     (W)     SCALED    
 DV0150* NAVD 88     -       641.22   (+/-2cm)    2103.7    (feet)  VERTCON   
 DV0150  ___________________________________________________________________
 DV0150  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DV0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0150
 DV0150.The horizontal coordinates were scaled from a topographic map and have
 DV0150.an estimated accuracy of +/- 6 seconds.
 DV0150
 DV0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0150.The vertical order pertains to the NGVD 29 superseded value.
 DV0150
 DV0150.The geoid height was determined by GEOID03.
 DV0150
 DV0150;                    North         East    Units  Estimated Accuracy
 DV0150;SPC AZ C     -   322,170.      192,420.      MT  (+/- 180 meters Scaled)
 DV0150
 DV0150                          SUPERSEDED SURVEY CONTROL
 DV0150
 DV0150  NGVD 29 (??/??/92)  640.608  (m)         2101.73   (f) ADJ UNCH    2 0
 DV0150
 DV0150.Superseded values are not recommended for survey control.
 DV0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0150.See file dsdata.txt to determine how the superseded data were derived.
 DV0150
 DV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC943522(NAD 83)
 DV0150_MARKER: DR = REFERENCE MARK DISK
 DV0150_SETTING: 66 = SET IN ROCK OUTCROP
 DV0150_SP_SET: BEDROCK
 DV0150_STAMPING: NEW RIVER NO 2 1958
 DV0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0150+STABILITY: POSITION/ELEVATION WELL
 DV0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0150+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0150
 DV0150  HISTORY     - Date     Condition        Report By
 DV0150  HISTORY     - 1959     MONUMENTED       CGS
 DV0150  HISTORY     - 1959     GOOD             NGS
 DV0150  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0150  HISTORY     - 20050728 GOOD             EVANS
 DV0150  HISTORY     - 20070629 GOOD             GEOCAC
 DV0150
 DV0150                          STATION DESCRIPTION
 DV0150
 DV0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0150'11.9 MI S FROM BLACK CANYON.
 DV0150'11.9 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0150'CANYON, ABOUT 0.2 MILE NORTH OF THE SERVICE STATION IN NEW RIVER,
 DV0150'THENCE GO EAST ABOUT 200 YARDS TO THE HIGHEST POINT OF THE HILL.  43
 DV0150'FEET WEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK
 DV0150'FLUSH WITH THE GROUND.
 DV0150
 DV0150                          STATION RECOVERY (1995)
 DV0150
 DV0150'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0150'MARK NOT FOUND.
 DV0150
 DV0150                          STATION RECOVERY (2005)
 DV0150
 DV0150'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DV0150'RECOVERED IN GOOD CONDITION.
 DV0150
 DV0150                          STATION RECOVERY (2007)
 DV0150
 DV0150'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0150'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DV0150'COORDINATES
 DV0150'33 54 19.2 (N)   112 08 35.2 (W)  (NAD 83).
 DV0150' 
 DV0150'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 DV0150'AND NEW RIVER ROAD, TRAVEL EAST ON NEW RIVER ROAD FOR 0.25 MILES TO
 DV0150'FRONTAGE ROAD. TURN RIGHT AND TRAVEL SOUTH ON FRONTAGE ROAD FOR 0.5
 DV0150'MILES TO THE GRADED ROAD 37TH AVENUE. TURN LEFT AND TRAVEL EAST ON
 DV0150'37TH AVENUE FOR 0.2 MILES TO A HILL ON THE RIGHT. PARK AND PACK UP THE
 DV0150'HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0147 ***********************************************************************
 DV0147  DESIGNATION -  NEW RM 1
 DV0147  PID         -  DV0147
 DV0147  STATE/COUNTY-  AZ/MARICOPA
 DV0147  USGS QUAD   -  NEW RIVER (1981)
 DV0147
 DV0147                         *CURRENT SURVEY CONTROL
 DV0147  ___________________________________________________________________
 DV0147* NAD 83(1986)-  33 53 38.     (N)    112 08 37.     (W)     SCALED    
 DV0147* NAVD 88     -       618.19   (+/-2cm)    2028.2    (feet)  VERTCON   
 DV0147  ___________________________________________________________________
 DV0147  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DV0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0147
 DV0147.The horizontal coordinates were scaled from a topographic map and have
 DV0147.an estimated accuracy of +/- 6 seconds.
 DV0147
 DV0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0147.The vertical order pertains to the NGVD 29 superseded value.
 DV0147
 DV0147.The geoid height was determined by GEOID03.
 DV0147
 DV0147;                    North         East    Units  Estimated Accuracy
 DV0147;SPC AZ C     -   320,910.      192,370.      MT  (+/- 180 meters Scaled)
 DV0147
 DV0147                          SUPERSEDED SURVEY CONTROL
 DV0147
 DV0147  NGVD 29 (??/??/92)  617.579  (m)         2026.17   (f) ADJ UNCH    2 0
 DV0147
 DV0147.Superseded values are not recommended for survey control.
 DV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0147.See file dsdata.txt to determine how the superseded data were derived.
 DV0147
 DV0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942509(NAD 83)
 DV0147_MARKER: DR = REFERENCE MARK DISK
 DV0147_SETTING: 80 = SET IN A BOULDER
 DV0147_SP_SET: BOULDER
 DV0147_STAMPING: NEW 1924
 DV0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0147+STABILITY: SURFACE MOTION
 DV0147
 DV0147  HISTORY     - Date     Condition        Report By
 DV0147  HISTORY     - 1924     MONUMENTED       CGS
 DV0147  HISTORY     - 1959     GOOD             NGS
 DV0147  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0147  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0147
 DV0147                          STATION DESCRIPTION
 DV0147
 DV0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0147'12.6 MI S FROM BLACK CANYON.
 DV0147'12.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0147'CANYON, THEN ABOUT 100 YARDS SOUTH OF THE SUN UP CAFE, GO EAST ACROSS
 DV0147'COUNTRY FOR ABOUT 0.3 MILE.  20 FEET SOUTHWEST OF THE WITNESS POST,
 DV0147'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 DV0147
 DV0147                          STATION RECOVERY (1995)
 DV0147
 DV0147'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0147'MARK NOT FOUND.
 DV0147
 DV0147                          STATION RECOVERY (2007)
 DV0147
 DV0147'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0147'DID NOT FIND THE MARK. THE STATION NEW LOCATION DESCRIPTION FOR THIS
 DV0147'REFERENCE MARK POINTS TO A DIM VEHICULAR TRAIL. THE MARK MAY BE
 DV0147'COVERED BY DIRT AND ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0149 ***********************************************************************
 DV0149  DESIGNATION -  NEW RM 2
 DV0149  PID         -  DV0149
 DV0149  STATE/COUNTY-  AZ/MARICOPA
 DV0149  USGS QUAD   -  NEW RIVER (1981)
 DV0149
 DV0149                         *CURRENT SURVEY CONTROL
 DV0149  ___________________________________________________________________
 DV0149* NAD 83(1986)-  33 53 38.     (N)    112 08 37.     (W)     SCALED    
 DV0149* NAVD 88     -       618.05   (+/-2cm)    2027.7    (feet)  VERTCON   
 DV0149  ___________________________________________________________________
 DV0149  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DV0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0149
 DV0149.The horizontal coordinates were scaled from a topographic map and have
 DV0149.an estimated accuracy of +/- 6 seconds.
 DV0149
 DV0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0149.The vertical order pertains to the NGVD 29 superseded value.
 DV0149
 DV0149.The geoid height was determined by GEOID03.
 DV0149
 DV0149;                    North         East    Units  Estimated Accuracy
 DV0149;SPC AZ C     -   320,910.      192,370.      MT  (+/- 180 meters Scaled)
 DV0149
 DV0149                          SUPERSEDED SURVEY CONTROL
 DV0149
 DV0149  NGVD 29 (??/??/92)  617.440  (m)         2025.72   (f) ADJ UNCH    2 0
 DV0149
 DV0149.Superseded values are not recommended for survey control.
 DV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0149.See file dsdata.txt to determine how the superseded data were derived.
 DV0149
 DV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942509(NAD 83)
 DV0149_MARKER: DR = REFERENCE MARK DISK
 DV0149_SETTING: 80 = SET IN A BOULDER
 DV0149_SP_SET: BOULDER
 DV0149_STAMPING: NEW NO 2 1958
 DV0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0149+STABILITY: SURFACE MOTION
 DV0149
 DV0149  HISTORY     - Date     Condition        Report By
 DV0149  HISTORY     - 1958     MONUMENTED       CGS
 DV0149  HISTORY     - 1959     GOOD             NGS
 DV0149  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0149  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0149
 DV0149                          STATION DESCRIPTION
 DV0149
 DV0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0149'12.6 MI S FROM BLACK CANYON.
 DV0149'12.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0149'CANYON, THEN ABOUT 100 YARDS SOUTH OF THE SUN UP CAFE GO EAST ACROSS
 DV0149'COUNTRY FOR ABOUT 0.3 MILE.  CEMENTED IN A DRILL HOLE IN A BOULDER
 DV0149'THAT PROJECTS 6 INCHES.
 DV0149
 DV0149                          STATION RECOVERY (1995)
 DV0149
 DV0149'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0149'MARK NOT FOUND.
 DV0149
 DV0149                          STATION RECOVERY (2007)
 DV0149
 DV0149'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0149'DID NOT FIND THE MARK. THE STATION NEW LOCATION DESCRIPTION FOR THIS
 DV0149'REFERENCE MARK POINTS TO A DIM VEHICULAR TRAIL. THE MARK MAY BE
 DV0149'COVERED BY DIRT AND ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1955 ***********************************************************************
 DV1955  DESIGNATION -  NEW WATER
 DV1955  PID         -  DV1955
 DV1955  STATE/COUNTY-  AZ/LA PAZ
 DV1955  USGS QUAD   -  CHOLLA TANK (1990)
 DV1955
 DV1955                         *CURRENT SURVEY CONTROL
 DV1955  ___________________________________________________________________
 DV1955* NAD 83(1992)-  33 24 25.61432(N)    113 51 24.44750(W)     ADJUSTED  
 DV1955* NAVD 88     -      1021.1    (meters)    3350.     (feet)  VERTCON   
 DV1955  ___________________________________________________________________
 DV1955  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DV1955  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1955  HORZ ORDER  -  SECOND
 DV1955
 DV1955.The horizontal coordinates were established by classical geodetic methods
 DV1955.and adjusted by the National Geodetic Survey in August 1993.
 DV1955
 DV1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1955
 DV1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1955
 DV1955.The geoid height was determined by GEOID03.
 DV1955
 DV1955;                    North         East     Units Scale Factor Converg.
 DV1955;SPC AZ W     -   266,913.377   203,426.786   MT  0.99993455   -0 03 31.7
 DV1955;SPC AZ W     -   875,700.06    667,410.72   iFT  0.99993455   -0 03 31.7
 DV1955;UTM  12      - 3,700,069.849   234,319.172   MT  1.00047034   -1 34 25.8
 DV1955
 DV1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1955!SPC AZ W     -   0.99984463  x   0.99993455  =   0.99977919
 DV1955!UTM  12      -   0.99984463  x   1.00047034  =   1.00031489
 DV1955
 DV1955:                Primary Azimuth Mark                     Grid Az
 DV1955:SPC AZ W     -  NEW WATER AZ MK                          001 46 48.3
 DV1955:UTM  12      -  NEW WATER AZ MK                          003 17 42.4
 DV1955
 DV1955|---------------------------------------------------------------------|
 DV1955| PID    Reference Object                     Distance      Geod. Az  |
 DV1955|                                                           dddmmss.s |
 DV1955| CH3796 NEW WATER AZ MK                                    0014316.6 |
 DV1955| CH3797 NEW WATER RM 1                        5.012 METERS 15447     |
 DV1955| CH3798 NEW WATER RM 2                        5.127 METERS 30024     |
 DV1955|---------------------------------------------------------------------|
 DV1955
 DV1955                          SUPERSEDED SURVEY CONTROL
 DV1955
 DV1955  NAD 83(1986)-  33 24 25.60821(N)    113 51 24.45579(W) AD(       ) 2
 DV1955  NAD 27      -  33 24 25.48800(N)    113 51 21.69900(W) AD(       ) 2
 DV1955  NGVD 29 (07/19/86) 1020.4    (m)         3348.     (f) VERT ANG    3  
 DV1955
 DV1955.Superseded values are not recommended for survey control.
 DV1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1955.See file dsdata.txt to determine how the superseded data were derived.
 DV1955
 DV1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3431900070(NAD 83)
 DV1955_MARKER: DS = TRIANGULATION STATION DISK
 DV1955_SETTING: 66 = SET IN ROCK OUTCROP
 DV1955
 DV1955  HISTORY     - Date     Condition        Report By
 DV1955  HISTORY     - 1949     MONUMENTED       CGS
 DV1955
 DV1955                          STATION DESCRIPTION
 DV1955
 DV1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1955'STATION LOCATED ON CREST OF HIGHEST PEAK IN VICINITY, ABOUT
 DV1955'28 MILES AIR LINE SOUTHEAST OF QUARTZSITE, ABOUT 6 MILES AIR
 DV1955'LINE SOUTHEAST OF NEW WATER PASS, SET FLUSH WITH GROUND, AND
 DV1955'STAMPED, NEW WATER 1949.
 DV1955'
 DV1955'REFERENCE MARK NO. 1 IS ABOUT 24 INCHES LOWER THAN STATION,
 DV1955'PROJECTS 6 INCHES, AND STAMPED, NEW WATER NO 1 1949.
 DV1955'
 DV1955'REFERENCE MARK NO. 2 IS ABOUT 12 INCHES LOWER THAN STATION,
 DV1955'SET FLUSH WITH GROUND, AND STAMPED, NEW WATER NO 2 1949.
 DV1955'
 DV1955'AZIMUTH MARK IS LOCATED ON A SMALL REDDISH KNOLL, ABOUT 30
 DV1955'YARDS SOUTH OF ROAD LEADING TO STATION, 5 FEET EAST OF A WHITE
 DV1955'WITNESS POST, PROJECTS 18 INCHES, AND STAMPED, NEW WATER 1949.
 DV1955'
 DV1955'TO REACH FROM HOPE, GO WEST ON U.S. HIGHWAY 60 AND 70 FOR 3.6
 DV1955'MILES TO A DIRT CROSSROAD.  TURN LEFT, SOUTH, AND FOLLOW MAIN
 DV1955'ROAD FOR 10.4 MILES TO A DIAGONAL INTERSECTION.  TAKE CENTER
 DV1955'FORK, MAIN ROAD, AND GO 4.4 MILES TO A FORK.  KEEP RIGHT FORK
 DV1955'AND GO 0.3 MILE TO RIGHT OF WAY OF GAS LINE.  CROSS GAS LINE
 DV1955'TO ROAD ON SOUTH SIDE AND CONTINUE WESTERLY FOR 0.15 MILE TO
 DV1955'FORK AND SIGN, LITTLE HORN RD, NEW WATER RD, TAKE LEFT FORK,
 DV1955'SOUTH, AS PER SIGN, LITTLE HORN RD, AND GO 4.05 MILES TO A
 DV1955'FORK.  TAKE RIGHT FORK, TRACK ROAD, AND GO 1.1 MILE TO FORK.
 DV1955'TAKE LEFT FORK AND GO 0.75 MILE TO WINDMILL AND CONCRETE
 DV1955'WATER TANK ON LEFT.  KEEP TO RIGHT OF WINDMILL AND GO 1.5
 DV1955'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE ON
 DV1955'ROAD FOR 1.75 MILE TO DIM FORK LEFT, JUST BEFORE COMING TO
 DV1955'CONCRETE DAM.  TURN LEFT ON DIM ROAD AND GO 0.2 MILE TO
 DV1955'END OF TRUCK TRAVEL.  WITH A FOUR WHEEL DRIVE VEHICLE IT IS
 DV1955'POSSIBLE TO CONTINUE ALONG WASH FOR SHORT DISTANCE, THENCE
 DV1955'CROSS WASH AND GO NORTHEASTERLY TO LARGE WASH AND END OF TRUCK
 DV1955'TRAVEL (ABOUT 0.5 MILE FOR TOTAL DISTANCE).  PACK
 DV1955'EAST ALONG SOUTH SIDE OF WASH THROUGH CUT, THENCE UP
 DV1955'FIRST RIDGE SOUTH OF MAIN WASH TO RIM.  CLIMB UP RIM,
 DV1955'THENCE EASTERLY TO HIGHEST POINT AND STATION AS
 DV1955'DESCRIBED ABOVE.  A 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1939 ***********************************************************************
 CZ1939  DESIGNATION -  NEWMAN
 CZ1939  PID         -  CZ1939
 CZ1939  STATE/COUNTY-  AZ/PINAL
 CZ1939  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1939
 CZ1939                         *CURRENT SURVEY CONTROL
 CZ1939  ___________________________________________________________________
 CZ1939* NAD 83(1992)-  32 43 06.98809(N)    111 24 01.98092(W)     ADJUSTED  
 CZ1939* NAVD 88     -      1375.     (meters)    4511.     (feet)  SCALED    
 CZ1939  ___________________________________________________________________
 CZ1939  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 CZ1939  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ1939  HORZ ORDER  -  FIRST
 CZ1939
 CZ1939.The horizontal coordinates were established by classical geodetic methods
 CZ1939.and adjusted by the National Geodetic Survey in August 1993.
 CZ1939
 CZ1939.The orthometric height was scaled from a topographic map.
 CZ1939
 CZ1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1939
 CZ1939.The geoid height was determined by GEOID03.
 CZ1939
 CZ1939;                    North         East     Units Scale Factor Converg.
 CZ1939;SPC AZ C     -   190,665.500   261,740.697   MT  0.99992885   +0 16 44.3
 CZ1939;SPC AZ C     -   625,542.98    858,729.32   iFT  0.99992885   +0 16 44.3
 CZ1939;UTM  12      - 3,620,163.401   462,463.812   MT  0.99961737   -0 12 59.4
 CZ1939
 CZ1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1939!SPC AZ C     -   0.99978887  x   0.99992885  =   0.99971774
 CZ1939!UTM  12      -   0.99978887  x   0.99961737  =   0.99940632
 CZ1939
 CZ1939|---------------------------------------------------------------------|
 CZ1939| PID    Reference Object                     Distance      Geod. Az  |
 CZ1939|                                                           dddmmss.s |
 CZ1939| CZ1936 DESERT                               12.259 METERS 01214     |
 CZ1939| CZ1940 NEWMAN PEAK BEACON TOWER              4.816 METERS 02610     |
 CZ1939| CH5983 NEWMAN RM 1                          14.112 METERS 14416     |
 CZ1939| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX. 9.3 KM 1795957.4 |
 CZ1939| CH5984 NEWMAN RM 2                           4.009 METERS 25238     |
 CZ1939|---------------------------------------------------------------------|
 CZ1939
 CZ1939                          SUPERSEDED SURVEY CONTROL
 CZ1939
 CZ1939  NAD 83(1986)-  32 43 06.98267(N)    111 24 01.98113(W) AD(       ) 1
 CZ1939  NAD 27      -  32 43 06.75300(N)    111 23 59.57200(W) AD(       ) 1
 CZ1939
 CZ1939.Superseded values are not recommended for survey control.
 CZ1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1939.See file dsdata.txt to determine how the superseded data were derived.
 CZ1939
 CZ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6246420163(NAD 83)
 CZ1939_MARKER: DS = TRIANGULATION STATION DISK
 CZ1939_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1939
 CZ1939  HISTORY     - Date     Condition        Report By
 CZ1939  HISTORY     - 1935     MONUMENTED       CGS
 CZ1939  HISTORY     - 1960     GOOD             CGS
 CZ1939
 CZ1939                          STATION DESCRIPTION
 CZ1939
 CZ1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1939'ON THE HIGHEST POINT OF THE PICACHO MOUNTAINS WHICH IS KNOWN AS
 CZ1939'NEWMAN PEAK, ABOUT 6 MILES, AIR LINE, EAST BY SOUTH FROM
 CZ1939'THE TOWN OF PICACHO.  MARKED BY A STANDARD BRONZE DISK.
 CZ1939'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ1939'REFERENCE DISK IS 4.450 METERS (14.60 FEET) FROM
 CZ1939'STATION.  REFERENCE MARK NO. 2,
 CZ1939'A STANDARD BRONZE REFERENCE DISK IS 14.250 METERS
 CZ1939'(46.75 FEET) FROM STATION.  BEACON
 CZ1939'TOWER, CENTER IS 7.468 METERS (24.50 FEET) FROM STATION.
 CZ1939
 CZ1939                          STATION RECOVERY (1960)
 CZ1939
 CZ1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1939'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 CZ1939'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1940 ***********************************************************************
 CZ1940  DESIGNATION -  NEWMAN PEAK BEACON TOWER
 CZ1940  PID         -  CZ1940
 CZ1940  STATE/COUNTY-  AZ/PINAL
 CZ1940  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1940
 CZ1940                         *CURRENT SURVEY CONTROL
 CZ1940  ___________________________________________________________________
 CZ1940* NAD 83(1992)-  32 43 07.12840(N)    111 24 01.89937(W)     ADJUSTED  
 CZ1940* NAVD 88     -      1375.     (meters)    4511.     (feet)  SCALED    
 CZ1940  ___________________________________________________________________
 CZ1940  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 CZ1940  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ1940  HORZ ORDER  -  SECOND
 CZ1940
 CZ1940.The horizontal coordinates were established by classical geodetic methods
 CZ1940.and adjusted by the National Geodetic Survey in August 1993.
 CZ1940
 CZ1940.The orthometric height was scaled from a topographic map.
 CZ1940
 CZ1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1940
 CZ1940.The geoid height was determined by GEOID03.
 CZ1940
 CZ1940;                    North         East     Units Scale Factor Converg.
 CZ1940;SPC AZ C     -   190,669.832   261,742.800   MT  0.99992886   +0 16 44.3
 CZ1940;SPC AZ C     -   625,557.19    858,736.22   iFT  0.99992886   +0 16 44.3
 CZ1940;UTM  12      - 3,620,167.713   462,465.951   MT  0.99961737   -0 12 59.4
 CZ1940
 CZ1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1940!SPC AZ C     -   0.99978887  x   0.99992886  =   0.99971775
 CZ1940!UTM  12      -   0.99978887  x   0.99961737  =   0.99940632
 CZ1940
 CZ1940                          SUPERSEDED SURVEY CONTROL
 CZ1940
 CZ1940  NAD 83(1986)-  32 43 07.12298(N)    111 24 01.89958(W) AD(       ) 2
 CZ1940  NAD 27      -  32 43 06.89310(N)    111 23 59.49060(W) AD(       ) 2
 CZ1940
 CZ1940.Superseded values are not recommended for survey control.
 CZ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1940.See file dsdata.txt to determine how the superseded data were derived.
 CZ1940
 CZ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6246620168(NAD 83)
 CZ1940_MARKER: 22 = AIRWAY BEACON
 CZ1940
 CZ1940  HISTORY     - Date     Condition        Report By
 CZ1940  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ1940
 CZ1940                          STATION DESCRIPTION
 CZ1940
 CZ1940'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0527 ***********************************************************************
 CY0527  DESIGNATION -  NICKEL
 CY0527  PID         -  CY0527
 CY0527  STATE/COUNTY-  AZ/COCHISE
 CY0527  USGS QUAD   -  LUZENA (1979)
 CY0527
 CY0527                         *CURRENT SURVEY CONTROL
 CY0527  ___________________________________________________________________
 CY0527* NAD 83(1992)-  32 20 24.54688(N)    109 33 31.89746(W)     ADJUSTED  
 CY0527* NAVD 88     -      1200.322  (meters)    3938.06   (feet)  ADJUSTED  
 CY0527  ___________________________________________________________________
 CY0527  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CY0527  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0527  DYNAMIC HT  -        1198.551 (meters)    3932.25  (feet)  COMP
 CY0527  MODELED GRAV-     979,122.1   (mgal)                       NAVD 88
 CY0527
 CY0527  HORZ ORDER  -  SECOND
 CY0527  VERT ORDER  -  FIRST     CLASS II
 CY0527
 CY0527.The horizontal coordinates were established by classical geodetic methods
 CY0527.and adjusted by the National Geodetic Survey in August 1993.
 CY0527
 CY0527.The orthometric height was determined by differential leveling
 CY0527.and adjusted in June 1991.
 CY0527
 CY0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0527
 CY0527.The geoid height was determined by GEOID03.
 CY0527
 CY0527.The dynamic height is computed by dividing the NAVD 88
 CY0527.geopotential number by the normal gravity value computed on the
 CY0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0527.degrees latitude (g = 980.6199 gals.).
 CY0527
 CY0527.The modeled gravity was interpolated from observed gravity values.
 CY0527
 CY0527;                    North         East     Units Scale Factor Converg.
 CY0527;SPC AZ E     -   148,744.972   270,575.218   MT  0.99994036   +0 19 30.5
 CY0527;SPC AZ E     -   488,008.44    887,713.97   iFT  0.99994036   +0 19 30.5
 CY0527;UTM  12      - 3,579,052.530   635,624.562   MT  0.99982683   +0 46 15.8
 CY0527
 CY0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0527!SPC AZ E     -   0.99981578  x   0.99994036  =   0.99975615
 CY0527!UTM  12      -   0.99981578  x   0.99982683  =   0.99964264
 CY0527
 CY0527|---------------------------------------------------------------------|
 CY0527| PID    Reference Object                     Distance      Geod. Az  |
 CY0527|                                                           dddmmss.s |
 CY0527| CY0528 NICKEL RM 1                           9.168 METERS 09551     |
 CY0527| CC7010 ROUTE 86 STA 3119+70                               2804038.8 |
 CY0527| CY0526 NICKEL RM 2                          10.695 METERS 28732     |
 CY0527|---------------------------------------------------------------------|
 CY0527
 CY0527                          SUPERSEDED SURVEY CONTROL
 CY0527
 CY0527  NAD 83(1986)-  32 20 24.54185(N)    109 33 31.89467(W) AD(       ) 2
 CY0527  NAD 27      -  32 20 24.27880(N)    109 33 29.65210(W) AD(       ) 2
 CY0527  NGVD 29 (??/??/92) 1199.519  (m)         3935.42   (f) ADJ UNCH    1 2
 CY0527
 CY0527.Superseded values are not recommended for survey control.
 CY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0527.See file dsdata.txt to determine how the superseded data were derived.
 CY0527
 CY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3562579053(NAD 83)
 CY0527_MARKER: DS = TRIANGULATION STATION DISK
 CY0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0527_STAMPING: NICKEL 1960
 CY0527_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0527+STABILITY: SURFACE MOTION
 CY0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0527+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0527
 CY0527  HISTORY     - Date     Condition        Report By
 CY0527  HISTORY     - 1960     MONUMENTED       CGS
 CY0527  HISTORY     - 1960     GOOD             CGS
 CY0527  HISTORY     - 1967     GOOD             CGS
 CY0527  HISTORY     - 1979     GOOD             NGS
 CY0527  HISTORY     - 20060320 GOOD             NGS
 CY0527
 CY0527                          STATION DESCRIPTION
 CY0527
 CY0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0527'STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 CY0527'86, ABOUT 4-1/2 MILES WEST OF BOWIE, NEAR THE CENTER OF SOUTHWEST
 CY0527'1/4 OF SECTION 35, T 12 S, R 27 E.
 CY0527'
 CY0527'REACHED FROM THE CAUTION LIGHT (0.1 MILE SOUTH OF THE POST
 CY0527'OFFICE) IN BOWIE BY GOING WEST ON STATE HIGHWAY 86 FOR 4.15
 CY0527'MILES TO MILEPOST 348, CONTINUE WEST ON HIGHWAY 86 FOR 0.1
 CY0527'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 CY0527'FROM THE STATION GO WEST ON HIGHWAY 86 FOR 0.4 MILE TO THE
 CY0527'MARK ON THE LEFT.
 CY0527'
 CY0527'STATION MARKS ARE STANDARD DISKS, STAMPED NICKEL 1960.  THE
 CY0527'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0527'POST PROJECTING 2 INCHES.  IT IS 94 FEET NORTH OF THE CENTER
 CY0527'OF HIGHWAY 86 AND 5 FEET SOUTH OF A RIGHT-OF-WAY FENCE.
 CY0527'
 CY0527'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NICKEL NO 1
 CY0527'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CY0527'PROJECTING 4 INCHES.  IT IS 98 FEET NORTH OF THE CENTER
 CY0527'OF THE HIGHWAY AND 1 FOOT SOUTH OF THE FENCE.
 CY0527'
 CY0527'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NICKEL NO 2
 CY0527'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CY0527'PROJECTING 2 INCHES.  IT IS 97 FEET NORTH OF THE CENTER
 CY0527'OF THE HIGHWAY AND 2 FEET SOUTH OF THE FENCE.
 CY0527'
 CY0527'3119+70 IS AN ARIZONA HIGHWAY DEPARTMENT BENCH MARK DISK,
 CY0527'STAMPED 3119+70 1939, CEMENTED IN A DRILL HOLE IN THE SOUTH
 CY0527'ABUTMENT OF A CONCRETE CULVERT.
 CY0527
 CY0527                          STATION RECOVERY (1960)
 CY0527
 CY0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0527'4.35 MI W FROM BOWIE.
 CY0527'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON A PAVED
 CY0527'STREET, THENCE 4.25 MILES WEST ON STATE HIGHWAY 86 TO THE STATION, 5.0
 CY0527'FEET SOUTH OF RIGHT-OF-WAY FENCE, 94 FEET NORTH OF CENTERLINE OF
 CY0527'HIGHWAY, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 2
 CY0527'INCHES.
 CY0527
 CY0527                          STATION RECOVERY (1967)
 CY0527
 CY0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY0527'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CY0527'DESCRIBED.
 CY0527'
 CY0527'ROUTE DESCRIPTION IS ADEQUATE.
 CY0527
 CY0527                          STATION RECOVERY (1979)
 CY0527
 CY0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0527'7.6 KILOMETERS (4.75 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0527'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.1 KILOMETER (0.05 MILE) EAST OF
 CY0527'MILE POST 360, 30.5 METERS (100 FEET) NORTH OF THE CENTERLINE OF THE
 CY0527'WESTBOUND TRAFFIC LANE AND 1.2 METERS (4.0 FEET) SOUTH OF THE NORTH
 CY0527'RIGHT-OF-WAY FENCE.
 CY0527'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CY0527'THE MARK IS 1 M BELOW THE HIGHWAY.
 CY0527
 CY0527                          STATION RECOVERY (2006)
 CY0527
 CY0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0528 ***********************************************************************
 CY0528  DESIGNATION -  NICKEL RM 1
 CY0528  PID         -  CY0528
 CY0528  STATE/COUNTY-  AZ/COCHISE
 CY0528  USGS QUAD   -  LUZENA (1979)
 CY0528
 CY0528                         *CURRENT SURVEY CONTROL
 CY0528  ___________________________________________________________________
 CY0528* NAD 83(1986)-  32 20 24.     (N)    109 33 31.     (W)     SCALED    
 CY0528* NAVD 88     -      1200.363  (meters)    3938.19   (feet)  ADJUSTED  
 CY0528  ___________________________________________________________________
 CY0528  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0528  DYNAMIC HT  -        1198.592 (meters)    3932.38  (feet)  COMP
 CY0528  MODELED GRAV-     979,122.1   (mgal)                       NAVD 88
 CY0528
 CY0528  VERT ORDER  -  FIRST     CLASS II
 CY0528
 CY0528.The horizontal coordinates were scaled from a topographic map and have
 CY0528.an estimated accuracy of +/- 6 seconds.
 CY0528
 CY0528.The orthometric height was determined by differential leveling
 CY0528.and adjusted in June 1991.
 CY0528
 CY0528.The geoid height was determined by GEOID03.
 CY0528
 CY0528.The dynamic height is computed by dividing the NAVD 88
 CY0528.geopotential number by the normal gravity value computed on the
 CY0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0528.degrees latitude (g = 980.6199 gals.).
 CY0528
 CY0528.The modeled gravity was interpolated from observed gravity values.
 CY0528
 CY0528;                    North         East    Units  Estimated Accuracy
 CY0528;SPC AZ E     -   148,730.      270,600.      MT  (+/- 180 meters Scaled)
 CY0528
 CY0528                          SUPERSEDED SURVEY CONTROL
 CY0528
 CY0528  NGVD 29 (??/??/92) 1199.561  (m)         3935.56   (f) ADJ UNCH    1 2
 CY0528
 CY0528.Superseded values are not recommended for survey control.
 CY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0528.See file dsdata.txt to determine how the superseded data were derived.
 CY0528
 CY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA356790(NAD 83)
 CY0528_MARKER: DR = REFERENCE MARK DISK
 CY0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0528_STAMPING: NICKEL NO 1 1960
 CY0528_PROJECTION: PROJECTING 14 CENTIMETERS
 CY0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0528+STABILITY: SURFACE MOTION
 CY0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0528+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0528
 CY0528  HISTORY     - Date     Condition        Report By
 CY0528  HISTORY     - 1960     MONUMENTED       CGS
 CY0528  HISTORY     - 1979     GOOD             NGS
 CY0528  HISTORY     - 20060320 GOOD             NGS
 CY0528
 CY0528                          STATION DESCRIPTION
 CY0528
 CY0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0528'4.35 MI W FROM BOWIE.
 CY0528'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0528'THENCE 4.25 MILES WEST ON STATE HIGHWAY 86 TO TRIANGULATION STATION
 CY0528'NICKEL.  R M 1 IS 98.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.0
 CY0528'FOOT SOUTH OF RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 10-INCH SQUARE
 CY0528'CONCRETE POST PROJECTING 4 INCHES.
 CY0528
 CY0528                          STATION RECOVERY (1979)
 CY0528
 CY0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0528'7.6 KILOMETERS (4.75 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0528'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.1 KILOMETER (0.05 MILE) EAST
 CY0528'OF MILE POST 360, 31.6 METERS (104 FEET) NORTH OF THE CENTERLINE OF
 CY0528'THE WESTBOUND TRAFFIC LANES, 9.2 METERS (30 FEET) EAST OF STATION
 CY0528'NICKEL AND 0.2 METER (0.7 FOOT) SOUTH OF THE NORTH RIGHT-OF-WAY
 CY0528'FENCE.
 CY0528'THE MARK IS 8.6 METERS  E FROM A WITNESS POST.
 CY0528'THE MARK IS 1 M BELOW THE HIGHWAY.
 CY0528
 CY0528                          STATION RECOVERY (2006)
 CY0528
 CY0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0526 ***********************************************************************
 CY0526  DESIGNATION -  NICKEL RM 2
 CY0526  PID         -  CY0526
 CY0526  STATE/COUNTY-  AZ/COCHISE
 CY0526  USGS QUAD   -  LUZENA (1979)
 CY0526
 CY0526                         *CURRENT SURVEY CONTROL
 CY0526  ___________________________________________________________________
 CY0526* NAD 83(1986)-  32 20 24.     (N)    109 33 31.     (W)     SCALED    
 CY0526* NAVD 88     -      1200.501  (meters)    3938.64   (feet)  ADJUSTED  
 CY0526  ___________________________________________________________________
 CY0526  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0526  DYNAMIC HT  -        1198.730 (meters)    3932.83  (feet)  COMP
 CY0526  MODELED GRAV-     979,122.1   (mgal)                       NAVD 88
 CY0526
 CY0526  VERT ORDER  -  FIRST     CLASS II
 CY0526
 CY0526.The horizontal coordinates were scaled from a topographic map and have
 CY0526.an estimated accuracy of +/- 6 seconds.
 CY0526
 CY0526.The orthometric height was determined by differential leveling
 CY0526.and adjusted in June 1991.
 CY0526
 CY0526.The geoid height was determined by GEOID03.
 CY0526
 CY0526.The dynamic height is computed by dividing the NAVD 88
 CY0526.geopotential number by the normal gravity value computed on the
 CY0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0526.degrees latitude (g = 980.6199 gals.).
 CY0526
 CY0526.The modeled gravity was interpolated from observed gravity values.
 CY0526
 CY0526;                    North         East    Units  Estimated Accuracy
 CY0526;SPC AZ E     -   148,730.      270,600.      MT  (+/- 180 meters Scaled)
 CY0526
 CY0526                          SUPERSEDED SURVEY CONTROL
 CY0526
 CY0526  NGVD 29 (??/??/92) 1199.697  (m)         3936.01   (f) ADJ UNCH    1 2
 CY0526
 CY0526.Superseded values are not recommended for survey control.
 CY0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0526.See file dsdata.txt to determine how the superseded data were derived.
 CY0526
 CY0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA356790(NAD 83)
 CY0526_MARKER: DR = REFERENCE MARK DISK
 CY0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0526_STAMPING: NICKEL NO 2 1960
 CY0526_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0526+STABILITY: SURFACE MOTION
 CY0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0526+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0526
 CY0526  HISTORY     - Date     Condition        Report By
 CY0526  HISTORY     - 1960     MONUMENTED       CGS
 CY0526  HISTORY     - 1979     GOOD             NGS
 CY0526  HISTORY     - 20060320 GOOD             NGS
 CY0526
 CY0526                          STATION DESCRIPTION
 CY0526
 CY0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0526'4.35 MI W FROM BOWIE.
 CY0526'0.1 MILES SOUTH OF POST OFFICE AT BOWIE, ARIZONA ON PAVED STREET,
 CY0526'THENCE 4.25 MILES WEST ON STATE HIGHWAY 86 TO TRIANGULATION STATION
 CY0526'NICKEL.  R M 2 IS 97.0 FEET WEST OF CENTER OF HIGHWAY, 2.0 FEET SOUTH
 CY0526'OF RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 CY0526'POST PROJECTING 2 INCHES.
 CY0526
 CY0526                          STATION RECOVERY (1979)
 CY0526
 CY0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0526'7.6 KILOMETERS WEST ALONG INTERSTATE HIGHWAY 10 FROM THE RICHARDS
 CY0526'AVENUE UNDERPASS AT BOWIE, 0.1 KILOMETER (0.05 MILE) EAST OF MILE
 CY0526'POST 360, 58.8 METERS (193 FEET) EAST OF A BRACED ANGLE IRON FENCE
 CY0526'POST, 10.7 METERS (35.1 FEET) WEST OF STATION NICKEL AND 0.2 METER
 CY0526'(0.8 FOOT) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0526'THE MARK IS 11.2 METERS  W FROM A WITNESS POST.
 CY0526'THE MARK IS 1 M BELOW THE HIGHWAY.
 CY0526
 CY0526                          STATION RECOVERY (2006)
 CY0526
 CY0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1183 ***********************************************************************
 CG1183  DESIGNATION -  NICKS
 CG1183  PID         -  CG1183
 CG1183  STATE/COUNTY-  AZ/COCHISE
 CG1183  USGS QUAD   -  MILLER PEAK (1978)
 CG1183
 CG1183                         *CURRENT SURVEY CONTROL
 CG1183  ___________________________________________________________________
 CG1183* NAD 83(1992)-  31 26 54.88696(N)    110 15 27.46310(W)     ADJUSTED  
 CG1183* NAVD 88     -      1487.2    (meters)    4879.     (feet)  VERTCON   
 CG1183  ___________________________________________________________________
 CG1183  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 CG1183  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CG1183  HORZ ORDER  -  SECOND
 CG1183
 CG1183.The horizontal coordinates were established by classical geodetic methods
 CG1183.and adjusted by the National Geodetic Survey in August 1993.
 CG1183
 CG1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1183
 CG1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1183
 CG1183.The geoid height was determined by GEOID03.
 CG1183
 CG1183;                    North         East     Units Scale Factor Converg.
 CG1183;SPC AZ E     -    49,734.133   204,714.539   MT  0.99990092   -0 02 50.8
 CG1183;SPC AZ E     -   163,169.73    671,635.63   iFT  0.99990092   -0 02 50.8
 CG1183;UTM  12      - 3,479,555.994   570,538.252   MT  0.99966137   +0 23 14.4
 CG1183
 CG1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1183!SPC AZ E     -   0.99977090  x   0.99990092  =   0.99967185
 CG1183!UTM  12      -   0.99977090  x   0.99966137  =   0.99943235
 CG1183
 CG1183|---------------------------------------------------------------------|
 CG1183| PID    Reference Object                     Distance      Geod. Az  |
 CG1183|                                                           dddmmss.s |
 CG1183| CS6142 NICKS RM 1                           15.955 METERS 20540     |
 CG1183| CS6143 NICKS RM 2                            9.028 METERS 27803     |
 CG1183|---------------------------------------------------------------------|
 CG1183
 CG1183                          SUPERSEDED SURVEY CONTROL
 CG1183
 CG1183  NAD 83(1986)-  31 26 54.87886(N)    110 15 27.45261(W) AD(       ) 2
 CG1183  NGVD 29 (06/28/91) 1486.3    (m)         4876.     (f) VERT ANG    3  
 CG1183
 CG1183.Superseded values are not recommended for survey control.
 CG1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1183.See file dsdata.txt to determine how the superseded data were derived.
 CG1183
 CG1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7053879556(NAD 83)
 CG1183_MARKER: DS = TRIANGULATION STATION DISK
 CG1183_SETTING: 80 = SET IN A BOULDER
 CG1183_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CG1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1183+STABILITY: SURFACE MOTION
 CG1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1183+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 CG1183
 CG1183  HISTORY     - Date     Condition        Report By
 CG1183  HISTORY     - 1986     MONUMENTED       AZDT
 CG1183  HISTORY     - 20030428 GOOD             NGS
 CG1183  HISTORY     - 20050421 GOOD             USPSQD
 CG1183
 CG1183                          STATION DESCRIPTION
 CG1183
 CG1183'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1183'THE STATION IS LOCATED 7-1/4 MILES SOUTHEAST OF SIERRA VISTA ALONG THE
 CG1183'WEST SIDE OF STATE ROUTE 92 AT MILE POST 328.15.
 CG1183'
 CG1183'THE STATION MARK IS AN AZDT DISK STAMPED---NICKS 1986---.  IT IS SET
 CG1183'IN A DRILL HOLE IN A LARGE BOULDER WHICH IS 173 FEET SOUTH OF A PAVED
 CG1183'ROAD, 74 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 29 FEET EAST
 CG1183'OF THE RIGHT OF WAY FENCE.
 CG1183'
 CG1183'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---NICKS RM 1 1986---.  IT IS
 CG1183'SET IN TOP OF A LARGE BOULDER WHICH IS 2 FEET EAST OF THE RIGHT OF WAY
 CG1183'FENCE.
 CG1183'
 CG1183'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---NICKS RM 2 1986---.  IT IS
 CG1183'SET IN TOP OF A LARGE BOULDER WHICH IS 1 FOOT WEST OF THE RIGHT OF WAY
 CG1183'FENCE.
 CG1183'
 CG1183'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1183'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN RIGHT AND
 CG1183'TRAVEL SOUTH ALONG STATE ROUTE 92 FOR 7.85 MILES TO THE STATION ON THE
 CG1183'RIGHT.
 CG1183
 CG1183                          STATION RECOVERY (2003)
 CG1183
 CG1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1183'RECOVERED IN GOOD CONDITION.
 CG1183
 CG1183                          STATION RECOVERY (2005)
 CG1183
 CG1183'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 CG1183'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0640 ***********************************************************************
 GP0640  DESIGNATION -  NIEM
 GP0640  PID         -  GP0640
 GP0640  STATE/COUNTY-  AZ/NAVAJO
 GP0640  USGS QUAD   -  ROCKY RIDGE SE (1967)
 GP0640
 GP0640                         *CURRENT SURVEY CONTROL
 GP0640  ___________________________________________________________________
 GP0640* NAD 83(1992)-  36 00 41.66967(N)    110 31 22.21741(W)     ADJUSTED  
 GP0640* NAVD 88     -      1864.7    (meters)    6118.     (feet)  VERTCON   
 GP0640  ___________________________________________________________________
 GP0640  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 GP0640  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 GP0640  HORZ ORDER  -  SECOND
 GP0640
 GP0640.The horizontal coordinates were established by classical geodetic methods
 GP0640.and adjusted by the National Geodetic Survey in August 1993.
 GP0640
 GP0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0640
 GP0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0640
 GP0640.The geoid height was determined by GEOID03.
 GP0640
 GP0640;                    North         East     Units Scale Factor Converg.
 GP0640;SPC AZ E     -   555,855.776   181,254.104   MT  0.99991270   -0 12 33.9
 GP0640;SPC AZ E     - 1,823,673.81    594,665.70   iFT  0.99991270   -0 12 33.9
 GP0640;UTM  12      - 3,985,337.555   542,999.331   MT  0.99962278   +0 16 50.0
 GP0640
 GP0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0640!SPC AZ E     -   0.99971081  x   0.99991270  =   0.99962353
 GP0640!UTM  12      -   0.99971081  x   0.99962278  =   0.99933370
 GP0640
 GP0640:                Primary Azimuth Mark                     Grid Az
 GP0640:SPC AZ E     -  NIEM AZ MK                               034 49 31.3
 GP0640:UTM  12      -  NIEM AZ MK                               034 20 07.4
 GP0640
 GP0640|---------------------------------------------------------------------|
 GP0640| PID    Reference Object                     Distance      Geod. Az  |
 GP0640|                                                           dddmmss.s |
 GP0640| CD4591 NIEM AZ MK                                         0343657.4 |
 GP0640| CD4592 NIEM RM 1                             9.388 METERS 11028     |
 GP0640| CD4593 NIEM RM 2                             8.508 METERS 19318     |
 GP0640|---------------------------------------------------------------------|
 GP0640
 GP0640                          SUPERSEDED SURVEY CONTROL
 GP0640
 GP0640  NAD 83(1986)-  36 00 41.67214(N)    110 31 22.21404(W) AD(       ) 2
 GP0640  NAD 27      -  36 00 41.66700(N)    110 31 19.72500(W) AD(       ) 2
 GP0640  NGVD 29 (07/19/86) 1863.8    (m)         6115.     (f) VERT ANG    3  
 GP0640
 GP0640.Superseded values are not recommended for survey control.
 GP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0640.See file dsdata.txt to determine how the superseded data were derived.
 GP0640
 GP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4299985338(NAD 83)
 GP0640_MARKER: DS = TRIANGULATION STATION DISK
 GP0640_SETTING: 66 = SET IN ROCK OUTCROP
 GP0640
 GP0640  HISTORY     - Date     Condition        Report By
 GP0640  HISTORY     - 1951     MONUMENTED       CGS
 GP0640  HISTORY     - 1955     GOOD             CGS
 GP0640  HISTORY     - 1965     SEE DESCRIPTION  USGS
 GP0640
 GP0640                          STATION DESCRIPTION
 GP0640
 GP0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0640'THE STATION IS LOCATED ON A HIGH, FLAT TOPPED MESA.  IT IS ABOUT
 GP0640'2 MILES AIRLINE SOUTHWEST OF THE N.I.E.M. MISSION, ABOUT
 GP0640'12 MILES AIRLINE NORTHEAST OF ORAIBI, AND ABOUT 15 MILES
 GP0640'AIRLINE NORTH-NORTHWEST OF POLACCA.
 GP0640'
 GP0640'THE STATION IS A STANDARD DISK STAMPED NIEM 1951 SET IN A
 GP0640'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS ABOUT
 GP0640'1-1/2 FEET ABOVE THE GROUND.  IT IS ABOUT 15 FEET SOUTH-SOUTHEAST
 GP0640'OF A WHITE WITNESS POST.
 GP0640'
 GP0640'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NIEM NO
 GP0640'1 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GP0640'WHICH IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 GP0640'
 GP0640'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NIEM
 GP0640'NO 2 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GP0640'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GP0640'
 GP0640'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NIEM 1951 SET
 GP0640'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 GP0640'ABOUT 1-1/2 FEET ABOVE THE GROUND.  IT IS ABOUT 50 FEET SOUTH
 GP0640'OF THE CENTER LINE OF A TRACK ROAD.
 GP0640'
 GP0640'TO REACH THE STATION FROM THE POST OFFICE IN KEAMS CANYON,
 GP0640'TAKE THE MAIN TRAVELED ROAD AND FOLLOW WESTERLY FOR 12.0
 GP0640'MILES TO THE POLACCA TRADING POST.  TURN RIGHT AROUND THE
 GP0640'TRADING POST AND FOLLOW THE ROAD UP THE STEEP SHELF GRADE
 GP0640'FOR 1.0 MILE TO THE TOP OF THE SADDLE AND A FORK.  TAKE
 GP0640'THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 8.8
 GP0640'MILES TO A FORK.  TAKE THE LEFT FORK AS PER SIGN N.I.E.M. AND
 GP0640'KEEP STRAIGHT AHEAD AT A CROSSROAD, PASSING TO THE RIGHT
 GP0640'OF A TANK AND A WINDMILL.  CONTINUE ON THE MAIN TRAVELED
 GP0640'ROAD FOR 10.5 MILES TO A FORK.  (THIS IS ABOUT 0.3 MILE
 GP0640'BEFORE REACHING THE N.I.E.M. MISSION.) TAKE THE LEFT FORK
 GP0640'AND GO WESTERLY FOR 0.1 MILE TO A FORK AND A HOGAN ON
 GP0640'THE LEFT, SOUTH SIDE OF THE ROAD.  TAKE THE RIGHT FORK AND
 GP0640'GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH,
 GP0640'SIDE OF THE ROAD.  CONTINUE ON THE TRACK ROAD DOWN HILL FOR
 GP0640'0.4 MILE TO A REVERSE Y, CONTINUE STRAIGHT AHEAD FOR 0.05
 GP0640'MILE TO A SIDE ROAD ON THE RIGHT.  TAKE THE SIDE ROAD,
 GP0640'RIGHT, AND FOLLOW THE TRACK ROAD FOR 0.1 MILE, TAKE THE
 GP0640'LEFT FORK AND FOLLOW THE TRACK ROAD ACROSS A SMALL VALLEY
 GP0640'AND UP THE HILL FOR 0.7 MILE.  TAKE THE LEFT FORK AND
 GP0640'FOLLOW UP THE STEEP GRADE OVER BEDROCK, AROUND THE EAST SIDE
 GP0640'OF THE MESA, FOR 0.5 MILE TO THE HIGHEST POINT OF
 GP0640'THE MESA AND THE STATION.
 GP0640'
 GP0640'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 GP0640
 GP0640                          STATION RECOVERY (1955)
 GP0640
 GP0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GP0640'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 GP0640'WERE RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 GP0640'FOLLOWS--
 GP0640'
 GP0640'THE STATION IS LOCATED ON A HIGH, FLAT TOPPED MESA ABOUT
 GP0640'2 MILES AIRLINE SOUTHWEST OF THE NAVAJO GOSPEL MISSION, 12
 GP0640'MILES AIRLINE NORTHEAST OF ORAIBI AND ABOUT 15 MILES
 GP0640'NORTH-NORTHEAST OF POLACCA.
 GP0640'
 GP0640'THE STATION MARK IS A STANDARD DISK STAMPED NIEM 1951 SET
 GP0640'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1.5 FEET ABOVE
 GP0640'THE GROUND.  IT IS ON THE HIGHEST POINT OF THE MESA AT THE
 GP0640'SOUTH END OF THE BENDH.
 GP0640'
 GP0640'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 GP0640'OUTCROPPING BEDROCK ABOUT 1.5 FEET LOWER THAN THE STATION.
 GP0640'IT IS STAMPED NIEM NO 1 1951.
 GP0640'
 GP0640'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 GP0640'IN OUTCROPPING BEDROCK AND IS ABOUT THE SAME ELEVATION AS
 GP0640'THE STATION.  IT IS STAMPED NIEM NO 2 1951.
 GP0640'
 GP0640'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NIEM 1951 SET
 GP0640'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 GP0640'1.5 FEET ABOVE THE GROUND.  IT IS ABOUT 50 FEET SOUTH OF THE
 GP0640'CENTERLINE OF A TRACK ROAD.  TO REACH THE AZIMUTH MARK FROM THE
 GP0640'CHAPEL AT THE MISSION GO SOUTHEAST ON THE MAIN ROAD FOR 0.3
 GP0640'MILE TO A RIGHT FORK, TURN RIGHT AND GO 0.2 MILE TO A FORK ABOUT
 GP0640'0.15 MILE NORTH OF A HOGAN AND STONE HOUSE.  TAKE THE RIGHT
 GP0640'FORK AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE
 GP0640'OF THE ROAD ON THE SIDE HILL.
 GP0640'
 GP0640'TO REACH THE STATION FROM THE POST OFFICE IN KEAMS CANYON
 GP0640'GO WEST ON THE PAVED ROAD FOR 12.0 MILES TO POLACCA TRADING
 GP0640'POST.  TURN RIGHT AROUND THE TRADING POST AND FOLLOW THE
 GP0640'MAIN TRAVELED ROAD UP THE STEEP SHELF GRADE FOR 1.0 MILE TO
 GP0640'A FORK AT THE GAP IN THE MESA.  TAKE THE RIGHT FORK AND GO
 GP0640'10.5 MILES TO A FORK, TAKE THE LEFT FORK, KEEPING STRAIGHT
 GP0640'AHEAD AT A CROSSROAD AND PASSING TO THE RIGHT OF A WINDMILL
 GP0640'AND TANK, FOR 9.0 MILES TO A MAIN CROSSROAD JUST OUTSIDE THE
 GP0640'FENCE AROUND THE NAVAJO GOSPEL MISSION.  TURN LEFT AND GO
 GP0640'SOUTH FOR 0.8 MILE TO A SHARP CURVE LEFT AT THE BOTTOM OF
 GP0640'THE HILL AND A DIM TRACK ROAD SOUTHWEST, LEADING TOWARD AN
 GP0640'EARTH RESERVOIR.  TAKE THE TRACK ROAD FOR 0.4 MILE TO THE
 GP0640'RESERVOIR, THENCE TAKE THE MOST RIGHT HAND OF SEVERAL
 GP0640'FORKS FOR 0.8 MILE, PASSING ALONG THE NORTHWEST SIDE OF
 GP0640'THE ARM OF THE MESA DIRECTLY SOUTHWEST OF THE RESERVOIR TO THE
 GP0640'TOP OF THE MESA.  FROM HERE BEAR LEFT AND GO
 GP0640'SOUTHEASTERLY FOR APPROXIMATELY 1.4 MILES TO THE SOUTH END OF
 GP0640'THE BENCH AND THE STATION.  THERE ARE SEVERAL TRACK ROADS
 GP0640'ALONG THE TOP OF THE MESA BUT THEY ALL GO TO THE SOUTH
 GP0640'END.
 GP0640
 GP0640                          STATION RECOVERY (1965)
 GP0640
 GP0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GP0640'THE STATION AND REFERENCE MARKS WERE FOUND DESTROYED.  THE
 GP0640'ORIGINAL POSITIONS WERE RECOVERED FROM THE DRILL HOLES FOR
 GP0640'THE STATION MARK AND R.M. 2.  THE STATION WAS REPLACED BY
 GP0640'USGS AS NIEM 2 1964.
 GP0640'
 GP0640'THE SHAFT FOR R.M. 1 WAS RECOVERED IN THE DRILL HOL
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2087 ***********************************************************************
 AB2087  DESIGNATION -  NIEM 2
 AB2087  PID         -  AB2087
 AB2087  STATE/COUNTY-  AZ/NAVAJO
 AB2087  USGS QUAD   -  ROCKY RIDGE SE (1967)
 AB2087
 AB2087                         *CURRENT SURVEY CONTROL
 AB2087  ___________________________________________________________________
 AB2087* NAD 83(2007)-  36 00 41.66483(N)    110 31 22.23232(W)     ADJUSTED  
 AB2087* NAVD 88     -      1861.3    (meters)    6107.     (feet)  GPS OBS   
 AB2087  ___________________________________________________________________
 AB2087  EPOCH DATE  -        2007.00
 AB2087  X           -  -1,811,356.927 (meters)                     COMP
 AB2087  Y           -  -4,838,812.400 (meters)                     COMP
 AB2087  Z           -   3,730,312.187 (meters)                     COMP
 AB2087  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AB2087  ELLIP HEIGHT-        1839.709 (meters)          (02/10/07) ADJUSTED
 AB2087  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AB2087
 AB2087  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2087  Type    PID    Designation                      North   East  Ellip
 AB2087  -------------------------------------------------------------------
 AB2087  NETWORK AB2087 NIEM 2                            1.92   1.33   6.53
 AB2087  -------------------------------------------------------------------
 AB2087
 AB2087.The horizontal coordinates were established by GPS observations
 AB2087.and adjusted by the National Geodetic Survey in February 2007.
 AB2087
 AB2087.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2087.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2087.The horizontal coordinates are valid at the epoch date displayed above.
 AB2087.The epoch date for horizontal control is a decimal equivalence
 AB2087.of Year/Month/Day.
 AB2087
 AB2087.The orthometric height was determined by GPS observations and a
 AB2087.high-resolution geoid model.
 AB2087
 AB2087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2087
 AB2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2087
 AB2087.The ellipsoidal height was determined by GPS observations
 AB2087.and is referenced to NAD 83.
 AB2087
 AB2087.The geoid height was determined by GEOID03.
 AB2087
 AB2087;                    North         East     Units Scale Factor Converg.
 AB2087;SPC AZ E     -   555,855.628   181,253.730   MT  0.99991270   -0 12 33.9
 AB2087;SPC AZ E     - 1,823,673.32    594,664.47   iFT  0.99991270   -0 12 33.9
 AB2087;UTM  12      - 3,985,337.404   542,998.958   MT  0.99962278   +0 16 50.0
 AB2087
 AB2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2087!SPC AZ E     -   0.99971134  x   0.99991270  =   0.99962407
 AB2087!UTM  12      -   0.99971134  x   0.99962278  =   0.99933423
 AB2087
 AB2087                          SUPERSEDED SURVEY CONTROL
 AB2087
 AB2087  NAD 83(1992)-  36 00 41.66431(N)    110 31 22.23168(W) AD(       ) 1
 AB2087  ELLIP H (03/15/96) 1839.735  (m)                       GP(       ) 4 1
 AB2087
 AB2087.Superseded values are not recommended for survey control.
 AB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2087.See file dsdata.txt to determine how the superseded data were derived.
 AB2087
 AB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4299985337(NAD 83)
 AB2087_MARKER: DS = TRIANGULATION STATION DISK
 AB2087_SETTING: 66 = SET IN ROCK OUTCROP
 AB2087_STAMPING: NIEM 2 1964
 AB2087_MARK LOGO: USGS  
 AB2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2087+STABILITY: POSITION/ELEVATION WELL
 AB2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2087+SATELLITE: SATELLITE OBSERVATIONS - 1964
 AB2087
 AB2087  HISTORY     - Date     Condition        Report By
 AB2087  HISTORY     - 1964     MONUMENTED       USGS
 AB2087
 AB2087                          STATION DESCRIPTION
 AB2087
 AB2087'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AB2087'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHEAST OF KYKOTSMOVI
 AB2087'AND 15 MI (24.1 KM) NORTHWEST OF POLACCA ON A HIGH FLAT TOPPED MESA ON
 AB2087'HOPI INDIAN RESERVATION LAND.  TO REACH THE STATION FROM THE TURNOFF
 AB2087'FOR THE VILLAGE OF KYKOTSMOVI (AKA ORAIBI) FROM AZ HIGHWAY 264, GO
 AB2087'NORTH ON DIRT INDIAN ROUTE 22 FOR 7.0 MI (11.3 KM) TO A CATTLEGUARD.
 AB2087'CONTINUE NORTH FOR 2.1 MILES (3.4 KM) TO ANOTHER CATTLEGUARD AND THEN
 AB2087'1.4 MILES (2.3 KM) TO YET ANOTHER CATTLEGUARD. CONTINUE NORTH ON THE
 AB2087'MAIN ROAD FOR 0.1 MI (0.2 KM) TO A TRACK ROAD ON THE LEFT.  TURN LEFT,
 AB2087'WEST, AND GO 0.2 MI (0.3 KM) TO A FORK.  GO LEFT AT THE FORK AND GO
 AB2087'0.2 MI (0.3 KM) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH
 AB2087'ALONG THE MESA BENCH FOR 0.1 MI (0.2 KM) TO A FORK.  GO LEFT AT THE
 AB2087'FORK AND CONTINUE 0.3 MI (0.5 KM) TO A FORK WITH A TRACK ROAD ON THE
 AB2087'RIGHT AND THE END OF VEHICLE TRAVEL.  PARK HERE AND CLIMB AND WALK
 AB2087'APPROXIMATELY 0.2 MI (0.3 KM) ON AN AZIMUTH OF ABOUT 300 DEGREES TO
 AB2087'THE HIGHEST POINT OF THE MESA AND THE STATION.  THIS IS ABOUT A 10
 AB2087'MINUE PACK TO THE STATION AND IT REQUIRES A LITTLE SCRAMBLING TO GET
 AB2087'FROM THE BENCH THE ROAD IS ON UP TO THE LEVEL OF THE STATION.  THE
 AB2087'STATION IS A USDOI - GEOLOGICAL SURVEY DISK CEMENTED IN A FLAT EXPOSED
 AB2087'SANDSTONE OUTCROP FLUSH WITH THE GROUND LEVEL AND STAMPED --- NIEM 2
 AB2087'1964 ---.  IT IS ABOUT 4 M (13.1 FT) NORTH OF THE EDGE OF THE
 AB2087'SANDSTONE OUTCROP FORMING THE TOP CAP OF THE MESA, WITH A 2 TO 3 M
 AB2087'(9.8 FT) STEP TO THE BENCH BELOW AT THE EDGE OF THIS TOP CAP.  AT THE
 AB2087'TIME OF THIS RECOVERY, A 2 M (6.6 FT) TALL WOODEN STAFF WAS WIRED IN
 AB2087'PLACE OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1155 ***********************************************************************
 CY1155  DESIGNATION -  NINE
 CY1155  PID         -  CY1155
 CY1155  STATE/COUNTY-  AZ/COCHISE
 CY1155  USGS QUAD   -  BOWIE MTN NORTH (1979)
 CY1155
 CY1155                         *CURRENT SURVEY CONTROL
 CY1155  ___________________________________________________________________
 CY1155* NAD 83(1992)-  32 14 31.32175(N)    109 29 38.90434(W)     ADJUSTED  
 CY1155* NAVD 88     -      1291.9    (meters)    4239.     (feet)  VERTCON   
 CY1155  ___________________________________________________________________
 CY1155  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CY1155  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CY1155  HORZ ORDER  -  FIRST
 CY1155
 CY1155.The horizontal coordinates were established by classical geodetic methods
 CY1155.and adjusted by the National Geodetic Survey in August 1993.
 CY1155
 CY1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1155
 CY1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1155
 CY1155.The geoid height was determined by GEOID03.
 CY1155
 CY1155;                    North         East     Units Scale Factor Converg.
 CY1155;SPC AZ E     -   137,901.649   276,735.939   MT  0.99994952   +0 21 31.7
 CY1155;SPC AZ E     -   452,433.23    907,926.31   iFT  0.99994952   +0 21 31.7
 CY1155;UTM  12      - 3,568,258.574   641,868.698   MT  0.99984820   +0 48 12.6
 CY1155
 CY1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1155!SPC AZ E     -   0.99980137  x   0.99994952  =   0.99975090
 CY1155!UTM  12      -   0.99980137  x   0.99984820  =   0.99964960
 CY1155
 CY1155:                Primary Azimuth Mark                     Grid Az
 CY1155:SPC AZ E     -  BOWIE WATER TANK                         005 10 03.7
 CY1155:UTM  12      -  BOWIE WATER TANK                         004 43 22.8
 CY1155
 CY1155|---------------------------------------------------------------------|
 CY1155| PID    Reference Object                     Distance      Geod. Az  |
 CY1155|                                                           dddmmss.s |
 CY1155| CY1163 BOWIE WATER TANK                    APPROX. 9.6 KM 0053135.4 |
 CY1155| CY1164 BOWIE LOADING CHUTE                 APPROX. 9.6 KM 0064200.5 |
 CY1155| CY1161 WINDMILL ABOUT 3 MI SE BOWIE        APPROX. 6.1 KM 0434346.6 |
 CY1155| CC7012 NINE RM 1                             6.047 METERS 04849     |
 CY1155| CY1158 WOOD OIL DERRICK                    APPROX.22.0 KM 0810808.6 |
 CY1155| CC7011 NINE AZ MK                                         1440956.9 |
 CY1155| CC7013 NINE RM 2                            11.055 METERS 15439     |
 CY1155|---------------------------------------------------------------------|
 CY1155
 CY1155                          SUPERSEDED SURVEY CONTROL
 CY1155
 CY1155  NAD 83(1986)-  32 14 31.31696(N)    109 29 38.90154(W) AD(       ) 1
 CY1155  NAD 27      -  32 14 31.03400(N)    109 29 36.67500(W) AD(       ) 1
 CY1155  NGVD 29 (07/19/86) 1291.1    (m)         4236.     (f) VERT ANG    3  
 CY1155
 CY1155.Superseded values are not recommended for survey control.
 CY1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1155.See file dsdata.txt to determine how the superseded data were derived.
 CY1155
 CY1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4186968259(NAD 83)
 CY1155_MARKER: DS = TRIANGULATION STATION DISK
 CY1155_SETTING: 66 = SET IN ROCK OUTCROP
 CY1155
 CY1155  HISTORY     - Date     Condition        Report By
 CY1155  HISTORY     - 1945     MONUMENTED       CGS
 CY1155  HISTORY     - 1960     GOOD             CGS
 CY1155  HISTORY     - 1968     GOOD             CGS
 CY1155  HISTORY     - 1972     GOOD             AZHD
 CY1155
 CY1155                          STATION DESCRIPTION
 CY1155
 CY1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1155'STATION IS 15 MILES (AIR LINE) WSW OF SAN SIMON, 6-1/2 MILES
 CY1155'S OF BOWIE, AND 1/2 MILE NNW OF A SMALL RANCH AT THE BASE OF
 CY1155'THE DOS CABEZAS MOUNTAIN RANGE.  IT IS ON THE HIGHEST POINT
 CY1155'AND MOST NW END OF A PROMINENT LOW ROCKY HILL ABOUT 1/2 MILE
 CY1155'NW OF NINEMILE CREEK.  IT IS ALSO THE MOST N ONE OF THE
 CY1155'FOOTHILLS N OF GOVERNMENT PEAK WHICH IS IN THE DOS CABEZAS
 CY1155'MOUNTAINS.
 CY1155'
 CY1155'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO S FOR 0.1
 CY1155'MILE TO STATE HIGHWAY 86.  TURN LEFT AND GO 0.2 MILE TO A GRADED
 CY1155'GRAVEL ROAD AT THE SIGN CHIRICAHUA NATIONAL MONUMENT.  TURN RIGHT
 CY1155'ONTO GRAVEL ROAD AND GO 4.5 MILES TO A FORK.  TAKE THE RIGHT
 CY1155'FORK AND GO 1.9 MILES ON THE MAIN ROAD TO A FORK.  TAKE THE RIGHT
 CY1155'FORK CROSSING A CATTLE GUARD AND GO 0.55 MILE.  (TO REACH
 CY1155'THE AZIMUTH MARK CONTINUE ON THE ROAD FOR 0.1 MILE.  THEN TURN
 CY1155'LEFT AND GO SE TOWARD THE LARGE ROCK OUTCROP ON THE HILLSIDE.)
 CY1155'HERE TURN RIGHT OFF ROAD AND GO CROSS COUNTRY FOR 0.3 MILE
 CY1155'TOWARD ROCKY HILL.  FROM THE BASE PACK TO THE HIGHEST POINT
 CY1155'AND STATION, A PACK OF SEVERAL MINUTES.
 CY1155'
 CY1155'THE STATION IS ON THE HIGHEST POINT OF THE ROCKY KNOB.  IT
 CY1155'IS MARKED BY A BRONZE STATION DISK STAMPED NINE 1945 AND IS
 CY1155'SET IN A DRILL HOLE IN BEDROCK.
 CY1155'
 CY1155'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 5 FEET LOWER.
 CY1155'IT IS A BRONZE REFERENCE DISK STAMPED NINE NO 1 1945 AND
 CY1155'IS SET IN A DRILL HOLE IN BEDROCK.
 CY1155'
 CY1155'REFERENCE MARK 2 IS SSE OF THE STATION AND ABOUT 1 FOOT LOWER.
 CY1155'IT IS A BRONZE REFERENCE DISK STAMPED NINE NO 2 1945 AND
 CY1155'IS SET IN A DRILL HOLE IN BEDROCK.
 CY1155'
 CY1155'AZIMUTH MARK IS 1/2 MILE SE OF THE STATION, ABOUT 234 FEET
 CY1155'SE OF THE CENTER OF THE ROAD LEADING TOWARD THE RANCH, AND 31.8
 CY1155'FEET SE OF A 4 INCH SQUARE WHITE WITNESS POST WHICH IS SET
 CY1155'IN A FENCE LINE AT THE EDGE OF A SAND WASH.  THE MARK IS
 CY1155'ABOUT 9 FEET ABOVE THE LEVEL OF THE BOTTOM OF THE SAND WASH
 CY1155'WHICH SKIRTS THE N EDGE OF THE ROCKS.  IT IS A BRONZE AZIMUTH
 CY1155'DISK STAMPED NINE 1945 AND IS SET IN A DRILL HOLE IN BEDROCK.
 CY1155
 CY1155                          STATION RECOVERY (1960)
 CY1155
 CY1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1155'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CY1155'IN GOOD CONDITION.
 CY1155
 CY1155                          STATION RECOVERY (1968)
 CY1155
 CY1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (TJS)
 CY1155'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY1155
 CY1155                          STATION RECOVERY (1972)
 CY1155
 CY1155'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1155'STATION FROM NEW POST OFFICE GO E 0.2 MI AND TURN RIGHT ON
 CY1155'APACHE PASS ROAD.  GO S 4.2 MI TO END OF PAVEMENT CONTINUE
 CY1155'1.3 MI TO FORK.  TURN RIGHT AND GO 1.9 MI TO 2ND CATTLE
 CY1155'GUARD.  CONTINUE FOR 0.7 MI THEN TURN N FOR 0.1 MI TO END
 CY1155'OF TRUCK TRAVEL.  SEVERAL MINUTE HIKE TO TOP OF RIDGE.  R.M.
 CY1155'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0880 ***********************************************************************
 DW0880  DESIGNATION -  NINE MILE
 DW0880  PID         -  DW0880
 DW0880  STATE/COUNTY-  AZ/LA PAZ
 DW0880  USGS QUAD   -  SOUTH OF QUARTZSITE (1990)
 DW0880
 DW0880                         *CURRENT SURVEY CONTROL
 DW0880  ___________________________________________________________________
 DW0880* NAD 83(1992)-  33 32 14.30398(N)    114 12 59.73219(W)     ADJUSTED  
 DW0880* NAVD 88     -       350.52   (+/-2cm)    1150.0    (feet)  VERTCON   
 DW0880  ___________________________________________________________________
 DW0880  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 DW0880  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DW0880  HORZ ORDER  -  SECOND
 DW0880  VERT ORDER  -  THIRD ? (See Below)
 DW0880
 DW0880.The horizontal coordinates were established by classical geodetic methods
 DW0880.and adjusted by the National Geodetic Survey in August 1993.
 DW0880
 DW0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0880.The vertical order pertains to the NGVD 29 superseded value.
 DW0880
 DW0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0880
 DW0880.The geoid height was determined by GEOID03.
 DW0880
 DW0880;                    North         East     Units Scale Factor Converg.
 DW0880;SPC AZ W     -   281,444.729   170,024.368   MT  0.99995648   -0 15 28.0
 DW0880;SPC AZ W     -   923,375.10    557,822.73   iFT  0.99995648   -0 15 28.0
 DW0880;UTM  11      - 3,714,325.562   758,466.822   MT  1.00042369   +1 32 19.1
 DW0880
 DW0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0880!SPC AZ W     -   0.99995000  x   0.99995648  =   0.99990648
 DW0880!UTM  11      -   0.99995000  x   1.00042369  =   1.00037367
 DW0880
 DW0880|---------------------------------------------------------------------|
 DW0880| PID    Reference Object                     Distance      Geod. Az  |
 DW0880|                                                           dddmmss.s |
 DW0880| CE9860 NINE MILE RM 2                       13.017 METERS 08745     |
 DW0880| CE9858 NINE MILE AZ MK RESET                              3503311.5 |
 DW0880| CE9857 NINE MILE AZ MK                                    3542131.8 |
 DW0880| CE9859 NINE MILE RM 1                       14.835 METERS 35653     |
 DW0880|---------------------------------------------------------------------|
 DW0880
 DW0880                          SUPERSEDED SURVEY CONTROL
 DW0880
 DW0880  NAD 83(1986)-  33 32 14.30118(N)    114 12 59.73856(W) AD(       ) 2
 DW0880  NAD 27      -  33 32 14.20200(N)    114 12 56.93900(W) AD(       ) 2
 DW0880  NGVD 29 (07/19/86)  349.83   (m)         1147.7    (f) LEVELING    3  
 DW0880
 DW0880.Superseded values are not recommended for survey control.
 DW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0880.See file dsdata.txt to determine how the superseded data were derived.
 DW0880
 DW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5846714326(NAD 83)
 DW0880_MARKER: DS = TRIANGULATION STATION DISK
 DW0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0880
 DW0880  HISTORY     - Date     Condition        Report By
 DW0880  HISTORY     - 1949     MONUMENTED       CGS
 DW0880  HISTORY     - 1967     GOOD             CGS
 DW0880  HISTORY     - 1981     GOOD             NGS
 DW0880
 DW0880                          STATION DESCRIPTION
 DW0880
 DW0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0880'THE STATION IS LOCATED ABOUT 9 MILES AIR LINE SOUTH OF QUARTZSITE
 DW0880'ALONG STATE HIGHWAY 95, AT THE INTERSECTION OF A DIRT ROAD FROM
 DW0880'THE EAST, 39 PACES EAST OF THE CENTER LINE OF HIGHWAY, 34 PACES
 DW0880'SOUTH OF THE CENTER LINE OF DIRT ROAD EAST, 22 PACES NORTH
 DW0880'OF POLE NUMBERED 436 OF THE DOUBLE POLE TRANSMISSION LINE
 DW0880'WHICH PARALLELS THE HIGHWAY ON THE EAST, 9 FEET EAST-NORTHEAST
 DW0880'OF A 4 X 4 WITNESS POST, PROJECTS 4 INCHES, AND IS STAMPED,
 DW0880'NINE MILE 1949.
 DW0880'
 DW0880'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0880'THE STATION, 18 PACES SOUTH OF THE CENTER LINE OF DIRT ROAD
 DW0880'EAST, PROJECTS 4 INCHES, AND IS STAMPED, NINE MILE NO 1 1949.
 DW0880'
 DW0880'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DW0880'STATION, PROJECTS 4 INCHES, AND IS STAMPED, NINE MILE NO 2
 DW0880'1949.
 DW0880'
 DW0880'THE AZIMUTH MARK IS LOCATED ENROUTE TO STATION, ALONG STATE
 DW0880'HIGHWAY 95, 54 PACES SOUTH OF A WASH, 28 PACES WEST OF THE
 DW0880'CENTER LINE OF HIGHWAY, 4 FEET WEST OF A 4 X 4 WITNESS POST,
 DW0880'PROJECTS 6 INCHES, AND IS STAMPED, NINE MILE 1949.
 DW0880'
 DW0880'TO REACH FROM THE POST OFFICE AT QUARTZSITE, GO EAST ALONG
 DW0880'U.S. HIGHWAY 60 AND 70 FOR 0.8 MILE TO THE JUNCTION OF U.S.
 DW0880'HIGHWAY 60 AND 70 WITH STATE HIGHWAY 95.  TURN RIGHT, SOUTH,
 DW0880'AND FOLLOW STATE HIGHWAY 95 FOR 8.7 MILES TO THE AZIMUTH
 DW0880'MARK ON THE RIGHT, WEST, SIDE OF ROAD AS DESCRIBED ABOVE.
 DW0880'TO REACH STATION CONTINUE SOUTH ALONG HIGHWAY FOR 0.4 MILE
 DW0880'TO THE STATION MARK ON THE LEFT, EAST, SIDE OF ROAD AS
 DW0880'DESCRIBED ABOVE.  A DRIVE STATION.
 DW0880
 DW0880                          STATION RECOVERY (1967)
 DW0880
 DW0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PAW)
 DW0880'THE STATION MARK, ORIGINAL AZIMUTH MARK, AND REFERENCE MARKS 1
 DW0880'AND 2 WERE RECOVERED, FOUND TO BE IN GOOD CONDITION AND AS
 DW0880'DESCRIBED IN 1949.  IT WAS DISCOVERED THAT THE ORIGINAL
 DW0880'AZIMUTH MARK WAS WITHIN THE ROAD-BED OF THE RE-ALIGNED HIGHWAY
 DW0880'THAT IS UNDER CONSTRUCTION AT THIS TIME.  THE AZIMUTH MARK
 DW0880'WAS DESTROYED UPON COMPLETION OF ESTABLISHMENT OF A RESET
 DW0880'AZIMUTH.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1
 DW0880'AND 2 WERE FOUND TO CHECK THE 1949 OBSERVATIONS VERY GOOD.
 DW0880'A NEW DESCRIPTION FOLLOWS.
 DW0880'
 DW0880'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF QUARTZSITE, AT
 DW0880'AN INTERSECTION OF A BLADED ROAD FROM THE EAST, ON THE EAST
 DW0880'SIDE OF U.S. HIGHWAY 95, AND ON THE EAST SIDE OF A DOUBLE WOODEN
 DW0880'POLE POWERLINE AND BLADED POWERLINE ROAD.
 DW0880'
 DW0880'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DW0880'10 AND U.S. HIGHWAY 95 AT QUARTZSITE, DRIVE SOUTH ON HIGHWAY
 DW0880'95 FOR 8.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DW0880'SOUTH ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT
 DW0880'AS DESCRIBED.
 DW0880'
 DW0880'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED NINE MILE
 DW0880'1949, SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES
 DW0880'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND
 DW0880'SURFACE.  IT IS 180 FEET EAST OF THE CENTER OF THE HIGHWAY
 DW0880'(UNDER CONSTRUCTION), 100 FEET SOUTH OF THE CENTER OF THE
 DW0880'EAST-WEST BLADED ROAD, 65.0 FEET NORTH OF THE CENTER OF TWIN
 DW0880'POWERLINE POLES NUMBER 436, 22.0 FEET EAST OF THE POWERLINE
 DW0880'ROAD, 9.0 FEET EAST-NORTHEAST OF A 4-INCHES SQUARE WOODEN
 DW0880'WITNESS POST AND 5.0 FEET SOUTHEAST OF A METAL WITNESS POST
 DW0880'WITH SIGN ATTACHED.
 DW0880'
 DW0880'REFERENCE MARK 1, A STANDARD DISK STAMPED NINE MILE NO 1 1949,
 DW0880'IS SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE
 DW0880'AT THE TOP AND PROJECTS 4 INCHES ABOVED THE GROUND SURFACE.
 DW0880'IT IS 55 FEET SOUTH OF THE EAST-WEST BLADED ROAD, 20 FEET
 DW0880'EAST OF THE POWERLINE ROAD AND ABOUT THE SAME ELEVATION AS
 DW0880'THE STATION MARK.
 DW0880'
 DW0880'REFERENCE MARK 2, A STANDARD DISK STAMPED NINE MILE NO 2 1949,
 DW0880'IS SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE
 DW0880'AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 DW0880'IT IS 65 FEET EAST OF THE POWERLINE ROAD AND ABOUT THE SAME
 DW0880'ELEVATION AS THE STATION MARK.
 DW0880'
 DW0880'THE NEW AZIMUTH MARK IS A STANDARD DISK, STAMPED NINE MILE
 DW0880'RESET 1967.  IT IS SET IN THE TOP OF A CONCRETE POST THAT
 DW0880'IS 12 INCHES SQUARE AT THE TOP AND PROJECTS 2 INCHES ABOVE
 DW0880'THE GROUND SURFACE.  IT IS 336.0 FEET WEST OF THE WEST ONE OF TWIN
 DW0880'POWERLINE POLES NUMBER 53-8, 150 FEET WEST OF THE CENTER OF
 DW0880'THE RE-ALIGNED HIGHWAY, 138.89 FEET WEST-SOUTHWEST OF THE
 DW0880'ORIGINAL 1949 AZIMUTH MARK, 8.5 FEET NORTH OF A SINGLE POWERLINE
 DW0880'POLE, NUMBER PS59141, AND 2.5 FEET SOUTH OF A METAL WITNESS
 DW0880'POST WITH A SIGN ATTACHED.
 DW0880
 DW0880                          STATION RECOVERY (1981)
 DW0880
 DW0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0880'THE STATION AND RMS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1500 ***********************************************************************
 DA1500  DESIGNATION -  NINE MILE PEAK
 DA1500  PID         -  DA1500
 DA1500  STATE/COUNTY-  AZ/PIMA
 DA1500  USGS QUAD   -  HOTASON VO (1990)
 DA1500
 DA1500                         *CURRENT SURVEY CONTROL
 DA1500  ___________________________________________________________________
 DA1500* NAD 83(1992)-  32 12 05.50590(N)    112 31 49.61488(W)     ADJUSTED  
 DA1500* NAVD 88     -       781.1    (meters)    2563.     (feet)  VERTCON   
 DA1500  ___________________________________________________________________
 DA1500  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DA1500  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA1500  HORZ ORDER  -  FIRST
 DA1500
 DA1500.The horizontal coordinates were established by classical geodetic methods
 DA1500.and adjusted by the National Geodetic Survey in August 1993.
 DA1500
 DA1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1500
 DA1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1500
 DA1500.The geoid height was determined by GEOID03.
 DA1500
 DA1500;                    North         East     Units Scale Factor Converg.
 DA1500;SPC AZ C     -   133,377.270   155,494.341   MT  0.99994128   -0 19 37.5
 DA1500;SPC AZ C     -   437,589.47    510,152.04   iFT  0.99994128   -0 19 37.5
 DA1500;UTM  12      - 3,563,800.870   355,750.569   MT  0.99985661   -0 48 56.6
 DA1500
 DA1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1500!SPC AZ C     -   0.99988228  x   0.99994128  =   0.99982356
 DA1500!UTM  12      -   0.99988228  x   0.99985661  =   0.99973890
 DA1500
 DA1500|---------------------------------------------------------------------|
 DA1500| PID    Reference Object                     Distance      Geod. Az  |
 DA1500|                                                           dddmmss.s |
 DA1500| CH5989 NINE MILE PEAK RM 1                   7.604 METERS 06758     |
 DA1500| CH5988 NINE MILE PEAK AZ MK                               0771058.2 |
 DA1500| CH5990 NINE MILE PEAK RM 2                   9.602 METERS 31519     |
 DA1500|---------------------------------------------------------------------|
 DA1500
 DA1500                          SUPERSEDED SURVEY CONTROL
 DA1500
 DA1500  NAD 83(1986)-  32 12 05.49695(N)    112 31 49.61730(W) AD(       ) 1
 DA1500  NAD 27      -  32 12 05.26500(N)    112 31 47.10300(W) AD(       ) 1
 DA1500  NGVD 29 (07/19/86)  780.4    (m)         2560.     (f) VERT ANG    3  
 DA1500
 DA1500.Superseded values are not recommended for survey control.
 DA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1500.See file dsdata.txt to determine how the superseded data were derived.
 DA1500
 DA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5575163801(NAD 83)
 DA1500_MARKER: DS = TRIANGULATION STATION DISK
 DA1500_SETTING: 80 = SET IN A BOULDER
 DA1500_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1500
 DA1500  HISTORY     - Date     Condition        Report By
 DA1500  HISTORY     - 1920     MONUMENTED       CGS
 DA1500  HISTORY     - 1936     GOOD             CGS
 DA1500  HISTORY     - 1978     SEE DESCRIPTION  AZDT
 DA1500  HISTORY     - 19970306 GOOD             USPSQD
 DA1500
 DA1500                          STATION DESCRIPTION
 DA1500
 DA1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DA1500'ON A VERY PROMINENT REDDISH-COLORED PEAK ABOUT 2 MILES SOUTH
 DA1500'OF THE AJO-SELLS HIGHWAY AT A POINT 25 MILES EAST OF AJO AND 9.4
 DA1500'MILES WEST OF TRACYS STORE, AND 23 MILES WEST OF COVERED WELLS.
 DA1500'MARKED BY A STANDARD BRONZE DISK.
 DA1500'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DA1500'7.614 METERS (24.98 FEET) FROM STATION.
 DA1500'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1500'IS 9.630 METERS (31.59 FEET) FROM STATION.
 DA1500'THE AZIMUTH MARK, A STANDARD BRONZE DISK STAMPED
 DA1500'NINE MILE 1935-1936 IS 0.45 MILE FROM STATION
 DA1500'N 77 DEG 10 MIN E.
 DA1500
 DA1500                          STATION RECOVERY (1978)
 DA1500
 DA1500'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DA1500'THE STATION, RM 1 AND RM 2 AND AZIMUTH MARK WERE RECOVERED AND FOUND
 DA1500'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN BUMPED AND WAS RESET AT
 DA1500'THIS TIME.
 DA1500'
 DA1500'TO REACH THE STATION FROM THE JUNCTION OF S.R. 85 AND S.R. 86 FROM THE
 DA1500'POST OFFICE IN WHY TRAVEL EAST ON S.R. 86 FOR 13.85 MILES.  STATION IS
 DA1500'ON RIGHT JUST SOUTH OF THE HWY. ON A PROMINENT PK.
 DA1500
 DA1500                          STATION RECOVERY (1997)
 DA1500
 DA1500'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0690 ***********************************************************************
 FQ0690  DESIGNATION -  NINO
 FQ0690  PID         -  FQ0690
 FQ0690  STATE/COUNTY-  AZ/COCONINO
 FQ0690  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0690
 FQ0690                         *CURRENT SURVEY CONTROL
 FQ0690  ___________________________________________________________________
 FQ0690* NAD 83(1992)-  35 54 41.94019(N)    111 38 13.97845(W)     ADJUSTED  
 FQ0690* NAVD 88     -      2193.     (meters)    7195.     (feet)  SCALED    
 FQ0690  ___________________________________________________________________
 FQ0690  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 FQ0690  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0690  HORZ ORDER  -  FIRST
 FQ0690
 FQ0690.The horizontal coordinates were established by classical geodetic methods
 FQ0690.and adjusted by the National Geodetic Survey in August 1993.
 FQ0690
 FQ0690.The orthometric height was scaled from a topographic map.
 FQ0690
 FQ0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0690
 FQ0690.The geoid height was determined by GEOID03.
 FQ0690
 FQ0690;                    North         East     Units Scale Factor Converg.
 FQ0690;SPC AZ C     -   544,746.798   238,581.864   MT  0.99990784   +0 09 50.1
 FQ0690;SPC AZ C     - 1,787,227.03    782,748.90   iFT  0.99990784   +0 09 50.1
 FQ0690;UTM  12      - 3,974,336.755   442,504.852   MT  0.99964073   -0 22 25.5
 FQ0690
 FQ0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0690!SPC AZ C     -   0.99965960  x   0.99990784  =   0.99956747
 FQ0690!UTM  12      -   0.99965960  x   0.99964073  =   0.99930045
 FQ0690
 FQ0690|---------------------------------------------------------------------|
 FQ0690| PID    Reference Object                     Distance      Geod. Az  |
 FQ0690|                                                           dddmmss.s |
 FQ0690| CH3800 NINO RM 1                            13.288 METERS 10121     |
 FQ0690| CH3801 NINO RM 2                            11.528 METERS 15654     |
 FQ0690| CH3799 NINO AZ MK                                         1602800.0 |
 FQ0690|---------------------------------------------------------------------|
 FQ0690
 FQ0690                          SUPERSEDED SURVEY CONTROL
 FQ0690
 FQ0690  NAD 83(1986)-  35 54 41.94218(N)    111 38 13.97583(W) AD(       ) 1
 FQ0690  NAD 27      -  35 54 41.97775(N)    111 38 11.42679(W) AD(       ) 1
 FQ0690
 FQ0690.Superseded values are not recommended for survey control.
 FQ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0690.See file dsdata.txt to determine how the superseded data were derived.
 FQ0690
 FQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4250574337(NAD 83)
 FQ0690_MARKER: DS = TRIANGULATION STATION DISK
 FQ0690_SETTING: 80 = SET IN A BOULDER
 FQ0690_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0690
 FQ0690  HISTORY     - Date     Condition        Report By
 FQ0690  HISTORY     - 1936     MONUMENTED       CGS
 FQ0690
 FQ0690                          STATION DESCRIPTION
 FQ0690
 FQ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0690'STATION IS LOCATED ABOUT 12 MILES WEST AND 2 MILES NORTH OF
 FQ0690'CAMERON, ON COCONINO RIDGE, ABOUT 3 MILES EAST-SOUTHEAST OF
 FQ0690'STATION COCONINO (U.S.G.S.) 1934, ON THE HIGHEST POINT OF THE
 FQ0690'RIDGE FOR SEVERAL MILES AND SOMEWHAT HIGHER THAN COCONINO, ABOUT
 FQ0690'3/4 MILE SOUTH OF AN OLD POLE FENCE RUNNING EAST ACROSS RIDGE
 FQ0690'FROM HEAD OF CANYON ON WEST SLOPE, ON THE SOUTHEAST END OF A
 FQ0690'LONG FLAT TOP WHERE IT NARROWS DOWN TO A SADDLE AND ABOUT 72
 FQ0690'YARDS WEST OF A ROCK OUTCROP, WITH A 3 FOOT DROP ON THE EAST
 FQ0690'SIDE, ON THE WEST SLOPE OF THE SADDLE WHICH IS AT THE HEAD
 FQ0690'OF A DRAW RUNNING TO THE SOUTHWEST.  THE STATION MARK
 FQ0690'PROJECTS ABOUT 8 INCHES.  THE REFERENCE MARKS ARE FLUSH.
 FQ0690'
 FQ0690'REFERENCE MARK NO. 2 IS AT THE BREAK WHERE THE RIDGE BEGINS TO
 FQ0690'SLOPE INTO THE DRAW.
 FQ0690'
 FQ0690'THE AZIMUTH MARK IS ON THE RIDGE ON THE SOUTH SIDE OF THE DRAW
 FQ0690'AND ABOUT 6 YARDS NORTHWEST OF THE TOP OF THE RIDGE, SET IN A
 FQ0690'BOULDER ABOUT 1-1/2 FEET HIGH.
 FQ0690'
 FQ0690'TO REACH FROM CAMERON GO SOUTH ON U.S. HIGHWAY 89 FOR 1.5
 FQ0690'MILES TO JUNCTION WITH STATE HIGHWAY 64.  TURN RIGHT AND GO WEST
 FQ0690'ON HIGHWAY 64, FOR 18.7 MILES, OR 0.3 MILE WEST OF A GROUP OF
 FQ0690'GRAY BUILDINGS ON NORTH SIDE OF HIGHWAY TO GRAY MOUNTAIN TRUCK
 FQ0690'TRAIL LEADING SOUTH.  TURN LEFT AND GO SOUTH ON GRADED ROAD TO
 FQ0690'SUMMIT AT 2.35 MILES.  TAKE LEFT FORK AND CONTINUE ON GRADED
 FQ0690'ROAD SOUTHERLY DOWN THE MOUNTAIN (RIGHT FORK GOES TO COCO) 2.55
 FQ0690'MILES TO HOGAN ON EAST SIDE OF ROAD AT HEAD OF SHORT GRADE.
 FQ0690'CONTINUE 0.1 MILE AND TURN LEFT AND GO NORTH ON TRACK ROAD UP
 FQ0690'VALLEY 0.9 MILE TO CORRALS AND HOGAN.  PASS BETWEEN CORRALS
 FQ0690'AND HOGAN AND CONTINUE ON TRACK ROAD NORTH-EASTERLY UP THE
 FQ0690'MAIN DRAW TOWARD HIGH MESA 0.5 MILE.  PASS THROUGH WIRE
 FQ0690'GATE IN EAST-WEST FENCE AND FOLLOW DIM TRACKS
 FQ0690'NORTHEASTERLY UP VALLEY 0.3 MILE.  PASS THROUGH NARROW GAP
 FQ0690'IN LOG FENCE AND CONTINUE UP ROAD ABOUT 0.1 OR 0.2 MILE, THEN
 FQ0690'TURN PART RIGHT AND GO TO MOUTH OF LARGE DRAW, ABOUT 0.3
 FQ0690'MILE FROM GAP IN LOG FENCE.  A 12-INCH PINON TREE HAS THREE
 FQ0690'BLAZES.  FROM HERE PACK TO TOP OF MESA ON SOUTH SIDE OF DRAW
 FQ0690'THEN CONTINUE SOUTHEASTERLY THROUGH TIMBER TO SOUTHEAST END
 FQ0690'OF RIDGE AND STATION.  AN ALTERNATE ROUTE FROM THE TOP OF
 FQ0690'THE MESA SOUTH OF THE DRAW IS TO CONTINUE EASTERLY ALONG SOUTH
 FQ0690'SIDE OF DRAW TO TOP OF RIDGE AND AN OPEN AREA, THEN TURN AND
 FQ0690'GO SOUTHERLY UNTIL THE RIDGE NARROWS AT THE STATION.  ABOUT A
 FQ0690'40-MINUTE PACK.
 FQ0690'
 FQ0690'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET IN CONCRETE
 FQ0690'SQ POSTS.  THERE IS NO UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0870 ***********************************************************************
 ES0870  DESIGNATION -  NINO
 ES0870  PID         -  ES0870
 ES0870  STATE/COUNTY-  AZ/COCONINO
 ES0870  USGS QUAD   -  QUAYLE HILL (1971)
 ES0870
 ES0870                         *CURRENT SURVEY CONTROL
 ES0870  ___________________________________________________________________
 ES0870* NAD 83(1992)-  34 40 58.93130(N)    111 06 46.50839(W)     ADJUSTED  
 ES0870* NAVD 88     -      2030.8    (meters)    6663.     (feet)  VERTCON   
 ES0870  ___________________________________________________________________
 ES0870  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 ES0870  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0870  HORZ ORDER  -  SECOND
 ES0870
 ES0870.The horizontal coordinates were established by classical geodetic methods
 ES0870.and adjusted by the National Geodetic Survey in August 1993.
 ES0870
 ES0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0870
 ES0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0870
 ES0870.The geoid height was determined by GEOID03.
 ES0870
 ES0870;                    North         East     Units Scale Factor Converg.
 ES0870;SPC AZ C     -   408,708.493   287,007.956   MT  0.99996683   +0 27 26.6
 ES0870;SPC AZ C     - 1,340,907.13    941,627.15   iFT  0.99996683   +0 27 26.6
 ES0870;UTM  12      - 3,837,899.732   489,656.377   MT  0.99960132   -0 03 51.3
 ES0870
 ES0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0870!SPC AZ C     -   0.99968502  x   0.99996683  =   0.99965186
 ES0870!UTM  12      -   0.99968502  x   0.99960132  =   0.99928646
 ES0870
 ES0870:                Primary Azimuth Mark                     Grid Az
 ES0870:SPC AZ C     -  FOURTEEN                                 009 01 42.8
 ES0870:UTM  12      -  FOURTEEN                                 009 33 00.7
 ES0870
 ES0870|---------------------------------------------------------------------|
 ES0870| PID    Reference Object                     Distance      Geod. Az  |
 ES0870|                                                           dddmmss.s |
 ES0870| ES0855 FOURTEEN                            APPROX. 0.7 KM 0092909.4 |
 ES0870| ES0850 DOGIE                               APPROX. 0.5 KM 1741543.3 |
 ES0870|---------------------------------------------------------------------|
 ES0870
 ES0870                          SUPERSEDED SURVEY CONTROL
 ES0870
 ES0870  NAD 83(1986)-  34 40 58.92493(N)    111 06 46.51214(W) AD(       ) 2
 ES0870  NGVD 29 (07/10/87) 2029.9    (m)         6660.     (f) VERT ANG    3  
 ES0870
 ES0870.Superseded values are not recommended for survey control.
 ES0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0870.See file dsdata.txt to determine how the superseded data were derived.
 ES0870
 ES0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8965637900(NAD 83)
 ES0870_MARKER: DS = TRIANGULATION STATION DISK
 ES0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0870+STABILITY: SURFACE MOTION
 ES0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0870+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 ES0870
 ES0870  HISTORY     - Date     Condition        Report By
 ES0870  HISTORY     - 1981     MONUMENTED       AZDT
 ES0870  HISTORY     - 19980818 GOOD             USPSQD
 ES0870  HISTORY     - 20080723 GOOD             GEOCAC
 ES0870
 ES0870                          STATION DESCRIPTION
 ES0870
 ES0870'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0870'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0870'STATION ALONG ARIZONA HIGHWAY 87.
 ES0870'
 ES0870'THE STATION MARK IS AN AZDT DISK STAMPED---NINO 1981---SET IN TOP
 ES0870'OF A CONCRETE MONUMENT 49 FEET WEST OF THE HIGHWAY AND 4 FEET EAST OF
 ES0870'A CAIRN.
 ES0870'
 ES0870'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0870'
 ES0870'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0870'SR 89 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION, CONTINUE NORTH
 ES0870'ALONG THE HIGHWAY FOR 8.4 MILES TO THE STATION ON THE LEFT AT MILEPOST
 ES0870'308.
 ES0870
 ES0870                          STATION RECOVERY (1998)
 ES0870
 ES0870'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0870'RECOVERED IN GOOD CONDITION.
 ES0870
 ES0870                          STATION RECOVERY (2008)
 ES0870
 ES0870'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0854 ***********************************************************************
 FR0854  DESIGNATION -  NITA
 FR0854  PID         -  FR0854
 FR0854  STATE/COUNTY-  AZ/COCONINO
 FR0854  USGS QUAD   -  METZGER TANK (1979)
 FR0854
 FR0854                         *CURRENT SURVEY CONTROL
 FR0854  ___________________________________________________________________
 FR0854* NAD 83(1992)-  35 52 42.72396(N)    112 16 10.26781(W)     ADJUSTED  
 FR0854* NAVD 88     -      1815.3    (meters)    5956.     (feet)  VERTCON   
 FR0854  ___________________________________________________________________
 FR0854  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 FR0854  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FR0854  HORZ ORDER  -  SECOND
 FR0854
 FR0854.The horizontal coordinates were established by classical geodetic methods
 FR0854.and adjusted by the National Geodetic Survey in August 1993.
 FR0854
 FR0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0854
 FR0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0854
 FR0854.The geoid height was determined by GEOID03.
 FR0854
 FR0854;                    North         East     Units Scale Factor Converg.
 FR0854;SPC AZ C     -   541,094.173   181,499.954   MT  0.99991250   -0 12 24.5
 FR0854;SPC AZ C     - 1,775,243.35    595,472.29   iFT  0.99991250   -0 12 24.5
 FR0854;UTM  12      - 3,971,220.414   385,403.122   MT  0.99976182   -0 44 38.8
 FR0854
 FR0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0854!SPC AZ C     -   0.99971881  x   0.99991250  =   0.99963133
 FR0854!UTM  12      -   0.99971881  x   0.99976182  =   0.99948069
 FR0854
 FR0854|---------------------------------------------------------------------|
 FR0854| PID    Reference Object                     Distance      Geod. Az  |
 FR0854|                                                           dddmmss.s |
 FR0854| CH3805 NITA RM 1                            17.288 METERS 02115     |
 FR0854| FR0839 RED                                 APPROX.17.5 KM 1113407.6 |
 FR0854| CH3806 NITA RM 2                            13.931 METERS 24730     |
 FR0854|---------------------------------------------------------------------|
 FR0854
 FR0854                          SUPERSEDED SURVEY CONTROL
 FR0854
 FR0854  NAD 83(1986)-  35 52 42.72126(N)    112 16 10.26509(W) AD(       ) 2
 FR0854  NAD 27      -  35 52 42.76300(N)    112 16 07.66100(W) AD(       ) 2
 FR0854  NGVD 29 (05/08/89) 1814.4    (m)         5953.     (f) VERT ANG    3  
 FR0854
 FR0854.Superseded values are not recommended for survey control.
 FR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0854.See file dsdata.txt to determine how the superseded data were derived.
 FR0854
 FR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8540371220(NAD 83)
 FR0854_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0854_SETTING: 66 = SET IN ROCK OUTCROP
 FR0854_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0854
 FR0854  HISTORY     - Date     Condition        Report By
 FR0854  HISTORY     - 1955     MONUMENTED       CGS
 FR0854  HISTORY     - 1956     GOOD             USGS
 FR0854  HISTORY     - 1967     GOOD             CGS
 FR0854  HISTORY     - 1968     GOOD             CGS
 FR0854  HISTORY     - 1975     GOOD             NGS
 FR0854
 FR0854                          STATION DESCRIPTION
 FR0854
 FR0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0854'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 FR0854'HIGHWAY 64 (2 MI. E OF WILLIAMS), GO N ON STATE HIGHWAY 64
 FR0854'FOR 42.5 MI. TO A GRADED ROAD LEFT.  TURN LEFT AND GO W FOR 6.3
 FR0854'MI. TO THE BLACK WATER TANKS AT THE ANITA RAILROAD CROSSING.
 FR0854'CROSS THE TRACKS, TAKE THE EXTREME RIGHT FORK AND GO N FOR 0.5
 FR0854'MI. TO THE RANCHHOUSE.  TAKE THE RIGHT FORK AND GO NW FOR
 FR0854'0.9 MI. TO A REVERSE FORK.  BEAR LEFT AT REVERSE FORK AND GO
 FR0854'DUE W ACROSS COUNTRY FOR 0.4 MI. TO THE TOP OF A RIDGE AND
 FR0854'THE STATION SITE.
 FR0854'
 FR0854'THE STATION IS A STANDARD TOPOGRAPHIC DISK, CEMENTED IN A
 FR0854'CREVICE IN A ROCK, AND STAMPED NITA 1955.
 FR0854
 FR0854                          STATION RECOVERY (1956)
 FR0854
 FR0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FR0854'RECOVERED IN GOOD CONDITION.
 FR0854
 FR0854                          STATION RECOVERY (1967)
 FR0854
 FR0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 FR0854'THE STATION WAS RECOVERED IN GOOD CONDITION, AND THE DESCRIPTION
 FR0854'IS ADEQUATE FOR RECOVERY.
 FR0854'
 FR0854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES S OF
 FR0854'GRAND CANYON, ARIZONA.
 FR0854
 FR0854                          STATION RECOVERY (1968)
 FR0854
 FR0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 FR0854'THIS STATION WAS RECOVERED IN GOOD CONDITION, AND THE
 FR0854'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 FR0854'
 FR0854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 FR0854'MILES SOUTHWEST OF TUSAYAN.
 FR0854
 FR0854                          STATION RECOVERY (1975)
 FR0854
 FR0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 FR0854'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 FR0854'CONDITION.
 FR0854'
 FR0854'THE DESCRIPTION TO THE RANCHHOUSE IS ADEQUATE.  FROM THE
 FR0854'RANCHHOUSE A NEW DESCRIPTION FOLLOWS--
 FR0854'
 FR0854'TO REACH FROM THE INTERSECTION OF U.S. HWY. 66 AND STATE HWY. 64
 FR0854'(2 MI. E OF WILLIAMS), GO NORTH ON STATE HWY. 64 FOR 42.5 MILES
 FR0854'TO A GRADED ROAD LEFT.  TURN LEFT AND GO WEST FOR 6.3 MILES TO
 FR0854'THE BLACK WATER TANKS AT THE ANITA RAILROAD CROSSING.  CROSS THE
 FR0854'TRACKS, TAKE THE EXTREME RIGHT FORK AND GO NORTH FOR 0.5 MI. TO
 FR0854'THE RANCHHOUSE.  TURN LEFT AND GO WNW (WESTERLY) FOR 1.15 MILES
 FR0854'ON A WELL DEFINED TRACK ROAD, TURN LEFT WSW AND GO 0.5 MILE
 FR0854'ACROSS COUNTRY STAYING IN THE CENTER OF A LOW RIDGE TO THE
 FR0854'STATION.  NO SIGNS, NO WITNESS POST.  A SMALL PILE OF ROCKS
 FR0854'MARKS THE STATION.
 FR0854'
 FR0854'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FR0854'
 FR0854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FR0854'44 MILES NORTH OF WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1097 ***********************************************************************
 ET1097  DESIGNATION -  NITE
 ET1097  PID         -  ET1097
 ET1097  STATE/COUNTY-  AZ/MOHAVE
 ET1097  USGS QUAD   -  PILGRIM WASH (1967)
 ET1097
 ET1097                         *CURRENT SURVEY CONTROL
 ET1097  ___________________________________________________________________
 ET1097* NAD 83(1992)-  34 57 18.87136(N)    113 40 08.60772(W)     ADJUSTED  
 ET1097* NAVD 88     -       905.33   (+/-2cm)    2970.2    (feet)  VERTCON   
 ET1097  ___________________________________________________________________
 ET1097  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 ET1097  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 ET1097  HORZ ORDER  -  SECOND
 ET1097  VERT ORDER  -  THIRD ? (See Below)
 ET1097
 ET1097.The horizontal coordinates were established by classical geodetic methods
 ET1097.and adjusted by the National Geodetic Survey in August 1993.
 ET1097
 ET1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1097.The vertical order pertains to the NGVD 29 superseded value.
 ET1097
 ET1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1097
 ET1097.The geoid height was determined by GEOID03.
 ET1097
 ET1097;                    North         East     Units Scale Factor Converg.
 ET1097;SPC AZ W     -   438,626.871   220,752.604   MT  0.99993401   +0 02 46.9
 ET1097;SPC AZ W     - 1,439,064.54    724,253.95   iFT  0.99993401   +0 02 46.9
 ET1097;UTM  12      - 3,871,333.366   256,280.996   MT  1.00033214   -1 31 47.8
 ET1097
 ET1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1097!SPC AZ W     -   0.99986238  x   0.99993401  =   0.99979640
 ET1097!UTM  12      -   0.99986238  x   1.00033214  =   1.00019447
 ET1097
 ET1097:                Primary Azimuth Mark                     Grid Az
 ET1097:SPC AZ W     -  MOSS                                     005 06 40.7
 ET1097:UTM  12      -  MOSS                                     006 41 15.4
 ET1097
 ET1097|---------------------------------------------------------------------|
 ET1097| PID    Reference Object                     Distance      Geod. Az  |
 ET1097|                                                           dddmmss.s |
 ET1097| ET1096 MOSS                                APPROX. 4.8 KM 0050927.6 |
 ET1097| CH3807 NITE RM 1                             9.810 METERS 17336     |
 ET1097| CH3808 NITE RM 2                            11.195 METERS 35342     |
 ET1097|---------------------------------------------------------------------|
 ET1097
 ET1097                          SUPERSEDED SURVEY CONTROL
 ET1097
 ET1097  NAD 83(1986)-  34 57 18.87240(N)    113 40 08.61289(W) AD(       ) 2
 ET1097  NAD 27      -  34 57 18.84087(N)    113 40 05.82602(W) AD(       ) 2
 ET1097  NGVD 29 (07/19/86)  904.53   (m)         2967.6    (f) LEVELING    3  
 ET1097
 ET1097.Superseded values are not recommended for survey control.
 ET1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1097.See file dsdata.txt to determine how the superseded data were derived.
 ET1097
 ET1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5628171333(NAD 83)
 ET1097_MARKER: DD = SURVEY DISK
 ET1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1097
 ET1097  HISTORY     - Date     Condition        Report By
 ET1097  HISTORY     - 1979     MONUMENTED       AZDT
 ET1097
 ET1097                          STATION DESCRIPTION
 ET1097
 ET1097'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1097'THE STATION IS LOCATED ABOUT 17 MILES WEST NORTHWEST OF WICKIEUP ALONG
 ET1097'THE WEST SIDE OF U.S. HIGHWAY 93.
 ET1097'
 ET1097'THE STATION MARK IS AN ADOT DISK STAMPED, NITE 1977.  IT IS SET IN TOP
 ET1097'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 ET1097'3.9 FEET EAST SOUTHEAST OF THE WITNESS POST.
 ET1097'
 ET1097'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, NITE RM 1 1979.  IT IS SET
 ET1097'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1097'
 ET1097'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, NITE RM 2 1979.  IT IS SET
 ET1097'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 ET1097'
 ET1097'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 ET1097'U.S. HIGHWAY 93 FOR 17.85 MILES TO A HIGHWAY CUT AND THE STATION 97
 ET1097'FEET WEST OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2516 ***********************************************************************
 CZ2516  DESIGNATION -  NN   43
 CZ2516  PID         -  CZ2516
 CZ2516  STATE/COUNTY-  AZ/PIMA
 CZ2516  USGS QUAD   -  TUCSON SW (1992)
 CZ2516
 CZ2516                         *CURRENT SURVEY CONTROL
 CZ2516  ___________________________________________________________________
 CZ2516* NAD 83(2007)-  32 00 03.73637(N)    110 57 06.02040(W)     ADJUSTED  
 CZ2516* NAVD 88     -       811.13   (meters)    2661.2    (feet)  LEVELING  
 CZ2516  ___________________________________________________________________
 CZ2516  EPOCH DATE  -        2007.00
 CZ2516  X           -  -1,936,176.137 (meters)                     COMP
 CZ2516  Y           -  -5,056,655.559 (meters)                     COMP
 CZ2516  Z           -   3,360,943.226 (meters)                     COMP
 CZ2516  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CZ2516  ELLIP HEIGHT-         781.592 (meters)          (02/10/07) ADJUSTED
 CZ2516  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ2516
 CZ2516  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2516  Type    PID    Designation                      North   East  Ellip
 CZ2516  -------------------------------------------------------------------
 CZ2516  NETWORK CZ2516 NN   43                           0.94   0.76   1.39
 CZ2516  -------------------------------------------------------------------
 CZ2516  VERT ORDER  -  THIRD ?
 CZ2516
 CZ2516.The horizontal coordinates were established by GPS observations
 CZ2516.and adjusted by the National Geodetic Survey in February 2007.
 CZ2516
 CZ2516.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2516.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2516.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2516.The epoch date for horizontal control is a decimal equivalence
 CZ2516.of Year/Month/Day.
 CZ2516
 CZ2516.The orthometric height was determined by differential leveling.
 CZ2516.The vertical network tie was performed by a horz. field party for horz.
 CZ2516.obs reductions. Reset procedures were used to establish the elevation.
 CZ2516
 CZ2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2516
 CZ2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2516
 CZ2516.The ellipsoidal height was determined by GPS observations
 CZ2516.and is referenced to NAD 83.
 CZ2516
 CZ2516.The geoid height was determined by GEOID03.
 CZ2516
 CZ2516;                    North         East     Units Scale Factor Converg.
 CZ2516;SPC AZ C     -   111,389.015   304,537.105   MT  1.00000249   +0 30 41.1
 CZ2516;SPC AZ C     -   365,449.52    999,137.48   iFT  1.00000249   +0 30 41.1
 CZ2516;UTM  12      - 3,540,551.755   504,564.755   MT  0.99960026   +0 01 32.2
 CZ2516
 CZ2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2516!SPC AZ C     -   0.99987729  x   1.00000249  =   0.99987978
 CZ2516!UTM  12      -   0.99987729  x   0.99960026  =   0.99947760
 CZ2516
 CZ2516:                Primary Azimuth Mark                     Grid Az
 CZ2516:SPC AZ C     -  NN   44                                  184 52 07.1
 CZ2516:UTM  12      -  NN   44                                  185 21 16.0
 CZ2516
 CZ2516|---------------------------------------------------------------------|
 CZ2516| PID    Reference Object                     Distance      Geod. Az  |
 CZ2516|                                                           dddmmss.s |
 CZ2516| CG1204 NN   44                             APPROX. 0.6 KM 1852248.2 |
 CZ2516|---------------------------------------------------------------------|
 CZ2516
 CZ2516                          SUPERSEDED SURVEY CONTROL
 CZ2516
 CZ2516  ELLIP H (06/11/02)  781.625  (m)                       GP(       ) 4 2
 CZ2516  NAD 83(1992)-  32 00 03.73732(N)    110 57 06.01891(W) AD(       ) 1
 CZ2516  ELLIP H (08/23/93)  781.718  (m)                       GP(       ) 4 2
 CZ2516  NAD 83(1986)-  32 00 03.73183(N)    110 57 06.01564(W) AD(       ) 1
 CZ2516
 CZ2516.Superseded values are not recommended for survey control.
 CZ2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2516.See file dsdata.txt to determine how the superseded data were derived.
 CZ2516
 CZ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0456540552(NAD 83)
 CZ2516_MARKER: I = METAL ROD
 CZ2516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2516_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2516_STAMPING: NN - 43 1990
 CZ2516_MARK LOGO: PIMACO
 CZ2516_PROJECTION: FLUSH
 CZ2516_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2516+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ2516_ROD/PIPE-DEPTH: 12.7 meters
 CZ2516_SLEEVE-DEPTH  : 0.91 meters
 CZ2516
 CZ2516  HISTORY     - Date     Condition        Report By
 CZ2516  HISTORY     - 1990     MONUMENTED       PIMACO
 CZ2516  HISTORY     - 20060315 GOOD             USPSQD
 CZ2516  HISTORY     - 20070527 GOOD             GEOCAC
 CZ2516
 CZ2516                          STATION DESCRIPTION
 CZ2516
 CZ2516'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CZ2516'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CZ2516'258), TRAVEL EAST (SOUTH) APPROX 2 MI (3.2 KM) TO I-19, SOUTH ON I-19
 CZ2516'APPROX 13 MI (20.9 KM) TO PIMA MINE RD (EXIT KM 80), EAST ON PIMA
 CZ2516'MINE RD 2.5 MI (4.0 KM) TO STATE HIGHWAY 89 (NOGALES HIGHWAY). MARKER
 CZ2516'IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, 90 FT
 CZ2516'(27.4 M) SOUTH OF SOUTH EDGE PIMA MINE RD, 23 FT (7.0 M) WEST OF WEST
 CZ2516'EDGE HWY 89.  TOWNSHIP 16 SOUTH, RANGE 14 EAST, SECTION 31, GILA AND
 CZ2516'SALT RIVER MERIDIAN.
 CZ2516'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2516'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 43  1990, ON
 CZ2516'THE TOP OF RIM.
 CZ2516
 CZ2516                          STATION RECOVERY (2006)
 CZ2516
 CZ2516'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ2516'FOUND IN GOOD SHAPE.
 CZ2516
 CZ2516                          STATION RECOVERY (2007)
 CZ2516
 CZ2516'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1204 ***********************************************************************
 CG1204  DESIGNATION -  NN   44
 CG1204  PID         -  CG1204
 CG1204  STATE/COUNTY-  AZ/PIMA
 CG1204  USGS QUAD   -  SAHUARITA (1981)
 CG1204
 CG1204                         *CURRENT SURVEY CONTROL
 CG1204  ___________________________________________________________________
 CG1204* NAD 83(2007)-  31 59 44.57753(N)    110 57 08.13765(W)     ADJUSTED  
 CG1204* NAVD 88     -       812.69   (meters)    2666.3    (feet)  LEVELING  
 CG1204  ___________________________________________________________________
 CG1204  EPOCH DATE  -        2007.00
 CG1204  X           -  -1,936,340.353 (meters)                     COMP
 CG1204  Y           -  -5,056,928.995 (meters)                     COMP
 CG1204  Z           -   3,360,443.531 (meters)                     COMP
 CG1204  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CG1204  ELLIP HEIGHT-         783.164 (meters)          (02/10/07) ADJUSTED
 CG1204  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG1204
 CG1204  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1204  Type    PID    Designation                      North   East  Ellip
 CG1204  -------------------------------------------------------------------
 CG1204  NETWORK CG1204 NN   44                           0.94   0.78   1.39
 CG1204  -------------------------------------------------------------------
 CG1204  VERT ORDER  -  THIRD ?
 CG1204
 CG1204.The horizontal coordinates were established by GPS observations
 CG1204.and adjusted by the National Geodetic Survey in February 2007.
 CG1204
 CG1204.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1204.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1204.The horizontal coordinates are valid at the epoch date displayed above.
 CG1204.The epoch date for horizontal control is a decimal equivalence
 CG1204.of Year/Month/Day.
 CG1204
 CG1204.The orthometric height was determined by differential leveling.
 CG1204.The vertical network tie was performed by a horz. field party for horz.
 CG1204.obs reductions. Reset procedures were used to establish the elevation.
 CG1204
 CG1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1204
 CG1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1204
 CG1204.The ellipsoidal height was determined by GPS observations
 CG1204.and is referenced to NAD 83.
 CG1204
 CG1204.The geoid height was determined by GEOID03.
 CG1204
 CG1204;                    North         East     Units Scale Factor Converg.
 CG1204;SPC AZ C     -   110,798.413   304,486.798   MT  1.00000238   +0 30 39.7
 CG1204;SPC AZ C     -   363,511.85    998,972.43   iFT  1.00000238   +0 30 39.7
 CG1204;UTM  12      - 3,539,961.838   504,509.465   MT  0.99960025   +0 01 31.1
 CG1204
 CG1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1204!SPC AZ C     -   0.99987704  x   1.00000238  =   0.99987942
 CG1204!UTM  12      -   0.99987704  x   0.99960025  =   0.99947734
 CG1204
 CG1204:                Primary Azimuth Mark                     Grid Az
 CG1204:SPC AZ C     -  NN   43                                  004 52 07.4
 CG1204:UTM  12      -  NN   43                                  005 21 16.0
 CG1204
 CG1204|---------------------------------------------------------------------|
 CG1204| PID    Reference Object                     Distance      Geod. Az  |
 CG1204|                                                           dddmmss.s |
 CG1204| CZ2516 NN   43                             APPROX. 0.6 KM 0052247.1 |
 CG1204|---------------------------------------------------------------------|
 CG1204
 CG1204                          SUPERSEDED SURVEY CONTROL
 CG1204
 CG1204  ELLIP H (06/11/02)  783.198  (m)                       GP(       ) 4 2
 CG1204  NAD 83(1992)-  31 59 44.57849(N)    110 57 08.13615(W) AD(       ) 1
 CG1204  ELLIP H (08/23/93)  783.291  (m)                       GP(       ) 4 2
 CG1204  NAD 83(1986)-  31 59 44.57305(N)    110 57 08.13290(W) AD(       ) 1
 CG1204
 CG1204.Superseded values are not recommended for survey control.
 CG1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1204.See file dsdata.txt to determine how the superseded data were derived.
 CG1204
 CG1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0450939962(NAD 83)
 CG1204_MARKER: A = ALUMINUM MARKER
 CG1204_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1204_SP_SET: METAL PIPE IN CONCRETE
 CG1204_STAMPING: NN - 44 1990
 CG1204_MARK LOGO: PIMACO
 CG1204_PROJECTION: FLUSH
 CG1204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1204+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1204_ROD/PIPE-DEPTH: 0.76 meters
 CG1204
 CG1204  HISTORY     - Date     Condition        Report By
 CG1204  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1204
 CG1204                          STATION DESCRIPTION
 CG1204
 CG1204'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1204'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1204'(EXIT 258), TRAVEL (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1204'SOUTH ON I-19 APPROX 13 MI (20.9 KM) TO PIMA MINE RD (EXIT KM 80),
 CG1204'EAST ON PIMA MINE ROAD 2.5 MI (4.0 KM) TO STATE HIGHWAY 89 (NOGALES
 CG1204'HIGHWAY).  DRIVE SOUTH 0.4 MI (0.6 KM) ON STATE HIGHWAY 89.  THE
 CG1204'MONUMENT IS 44 FT (13.4 M) WEST OF THE WEST EDGE OF PAVEMENT.
 CG1204'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1204'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1204'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1204'DISTRICT, NN - 44  1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2517 ***********************************************************************
 CZ2517  DESIGNATION -  NN   45
 CZ2517  PID         -  CZ2517
 CZ2517  STATE/COUNTY-  AZ/PIMA
 CZ2517  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ2517
 CZ2517                         *CURRENT SURVEY CONTROL
 CZ2517  ___________________________________________________________________
 CZ2517* NAD 83(2007)-  32 00 01.86094(N)    111 00 06.12518(W)     ADJUSTED  
 CZ2517* NAVD 88     -       862.97   (meters)    2831.3    (feet)  LEVELING  
 CZ2517  ___________________________________________________________________
 CZ2517  EPOCH DATE  -        2007.00
 CZ2517  X           -  -1,940,617.456 (meters)                     COMP
 CZ2517  Y           -  -5,055,032.627 (meters)                     COMP
 CZ2517  Z           -   3,360,921.694 (meters)                     COMP
 CZ2517  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CZ2517  ELLIP HEIGHT-         833.416 (meters)          (02/10/07) ADJUSTED
 CZ2517  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ2517
 CZ2517  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2517  Type    PID    Designation                      North   East  Ellip
 CZ2517  -------------------------------------------------------------------
 CZ2517  NETWORK CZ2517 NN   45                           0.94   0.71   1.37
 CZ2517  -------------------------------------------------------------------
 CZ2517  VERT ORDER  -  THIRD ?
 CZ2517
 CZ2517.The horizontal coordinates were established by GPS observations
 CZ2517.and adjusted by the National Geodetic Survey in February 2007.
 CZ2517
 CZ2517.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2517.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2517.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2517.The epoch date for horizontal control is a decimal equivalence
 CZ2517.of Year/Month/Day.
 CZ2517
 CZ2517.The orthometric height was determined by differential leveling.
 CZ2517.The vertical network tie was performed by a horz. field party for horz.
 CZ2517.obs reductions. Reset procedures were used to establish the elevation.
 CZ2517
 CZ2517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2517
 CZ2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2517
 CZ2517.The ellipsoidal height was determined by GPS observations
 CZ2517.and is referenced to NAD 83.
 CZ2517
 CZ2517.The geoid height was determined by GEOID03.
 CZ2517
 CZ2517;                    North         East     Units Scale Factor Converg.
 CZ2517;SPC AZ C     -   111,290.150   299,810.432   MT  0.99999214   +0 29 05.6
 CZ2517;SPC AZ C     -   365,125.16    983,630.03   iFT  0.99999214   +0 29 05.6
 CZ2517;UTM  12      - 3,540,492.992   499,839.291   MT  0.99960000   -0 00 03.2
 CZ2517
 CZ2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2517!SPC AZ C     -   0.99986916  x   0.99999214  =   0.99986130
 CZ2517!UTM  12      -   0.99986916  x   0.99960000  =   0.99946921
 CZ2517
 CZ2517:                Primary Azimuth Mark                     Grid Az
 CZ2517:SPC AZ C     -  NN   46                                  205 37 50.1
 CZ2517:UTM  12      -  NN   46                                  206 06 58.9
 CZ2517
 CZ2517|---------------------------------------------------------------------|
 CZ2517| PID    Reference Object                     Distance      Geod. Az  |
 CZ2517|                                                           dddmmss.s |
 CZ2517| CG1205 NN   46                             498.459 METERS 2060655.7 |
 CZ2517|---------------------------------------------------------------------|
 CZ2517
 CZ2517                          SUPERSEDED SURVEY CONTROL
 CZ2517
 CZ2517  ELLIP H (06/11/02)  833.446  (m)                       GP(       ) 4 2
 CZ2517  NAD 83(1992)-  32 00 01.86073(N)    111 00 06.12306(W) AD(       ) 1
 CZ2517  ELLIP H (08/23/93)  833.540  (m)                       GP(       ) 4 2
 CZ2517  NAD 83(1986)-  32 00 01.85551(N)    111 00 06.12072(W) AD(       ) 1
 CZ2517
 CZ2517.Superseded values are not recommended for survey control.
 CZ2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2517.See file dsdata.txt to determine how the superseded data were derived.
 CZ2517
 CZ2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9983940493(NAD 83)
 CZ2517_MARKER: I = METAL ROD
 CZ2517_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2517_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2517_STAMPING: NN - 45 1990
 CZ2517_MARK LOGO: PIMACO
 CZ2517_PROJECTION: FLUSH
 CZ2517_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2517+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2517_ROD/PIPE-DEPTH: 2.6  meters
 CZ2517_SLEEVE-DEPTH  : 0.91 meters
 CZ2517
 CZ2517  HISTORY     - Date     Condition        Report By
 CZ2517  HISTORY     - 1990     MONUMENTED       PIMACO
 CZ2517
 CZ2517                          STATION DESCRIPTION
 CZ2517
 CZ2517'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CZ2517'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CZ2517'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CZ2517'ON I-19 APPROX 13 MI (20.9 KM) TO PIMA MINE RD (EXIT KM 80), WEST ON
 CZ2517'PIMA MINE ROAD 0.5 MI (0.8 KM) TO MINERAL HILL ROAD.  THE STATION
 CZ2517'MONUMENT IS LOCATED 200 FT (61.0 M) SOUTH OF PIMA MINE ROAD
 CZ2517'CENTERLINE AND 50 FT (15.2 M) WEST OF THE WEST EDGE OF PAVEMENT OF
 CZ2517'MINERAL HILL ROAD.  TOWNSHIP 16 SOUTH, RANGE 13 EAST, SECTION 34,
 CZ2517'GILA AND SALT RIVER MERIDIAN.
 CZ2517'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2517'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 45  1990, ON
 CZ2517'THE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1205 ***********************************************************************
 CG1205  DESIGNATION -  NN   46
 CG1205  PID         -  CG1205
 CG1205  STATE/COUNTY-  AZ/PIMA
 CG1205  USGS QUAD   -  TWIN BUTTES (1981)
 CG1205
 CG1205                         *CURRENT SURVEY CONTROL
 CG1205  ___________________________________________________________________
 CG1205* NAD 83(2007)-  31 59 47.33024(N)    111 00 14.48404(W)     ADJUSTED  
 CG1205* NAVD 88     -       871.91   (meters)    2860.6    (feet)  LEVELING  
 CG1205  ___________________________________________________________________
 CG1205  EPOCH DATE  -        2007.00
 CG1205  X           -  -1,940,910.049 (meters)                     COMP
 CG1205  Y           -  -5,055,182.503 (meters)                     COMP
 CG1205  Z           -   3,360,546.816 (meters)                     COMP
 CG1205  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CG1205  ELLIP HEIGHT-         842.365 (meters)          (02/10/07) ADJUSTED
 CG1205  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG1205
 CG1205  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1205  Type    PID    Designation                      North   East  Ellip
 CG1205  -------------------------------------------------------------------
 CG1205  NETWORK CG1205 NN   46                           0.94   0.71   1.37
 CG1205  -------------------------------------------------------------------
 CG1205  VERT ORDER  -  THIRD ?
 CG1205
 CG1205.The horizontal coordinates were established by GPS observations
 CG1205.and adjusted by the National Geodetic Survey in February 2007.
 CG1205
 CG1205.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1205.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1205.The horizontal coordinates are valid at the epoch date displayed above.
 CG1205.The epoch date for horizontal control is a decimal equivalence
 CG1205.of Year/Month/Day.
 CG1205
 CG1205.The orthometric height was determined by differential leveling.
 CG1205.The vertical network tie was performed by a horz. field party for horz.
 CG1205.obs reductions. Reset procedures were used to establish the elevation.
 CG1205
 CG1205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1205
 CG1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1205
 CG1205.The ellipsoidal height was determined by GPS observations
 CG1205.and is referenced to NAD 83.
 CG1205
 CG1205.The geoid height was determined by GEOID03.
 CG1205
 CG1205;                    North         East     Units Scale Factor Converg.
 CG1205;SPC AZ C     -   110,840.742   299,594.816   MT  0.99999168   +0 29 01.0
 CG1205;SPC AZ C     -   363,650.73    982,922.62   iFT  0.99999168   +0 29 01.0
 CG1205;UTM  12      - 3,540,045.604   499,619.959   MT  0.99960000   -0 00 07.7
 CG1205
 CG1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1205!SPC AZ C     -   0.99986775  x   0.99999168  =   0.99985943
 CG1205!UTM  12      -   0.99986775  x   0.99960000  =   0.99946780
 CG1205
 CG1205:                Primary Azimuth Mark                     Grid Az
 CG1205:SPC AZ C     -  NN   45                                  025 37 50.3
 CG1205:UTM  12      -  NN   45                                  026 06 59.0
 CG1205
 CG1205|---------------------------------------------------------------------|
 CG1205| PID    Reference Object                     Distance      Geod. Az  |
 CG1205|                                                           dddmmss.s |
 CG1205| CZ2517 NN   45                             498.459 METERS 0260651.3 |
 CG1205|---------------------------------------------------------------------|
 CG1205
 CG1205                          SUPERSEDED SURVEY CONTROL
 CG1205
 CG1205  ELLIP H (06/11/02)  842.394  (m)                       GP(       ) 4 2
 CG1205  NAD 83(1992)-  31 59 47.33004(N)    111 00 14.48192(W) AD(       ) 1
 CG1205  ELLIP H (08/23/93)  842.489  (m)                       GP(       ) 4 2
 CG1205  NAD 83(1986)-  31 59 47.32482(N)    111 00 14.47957(W) AD(       ) 1
 CG1205
 CG1205.Superseded values are not recommended for survey control.
 CG1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1205.See file dsdata.txt to determine how the superseded data were derived.
 CG1205
 CG1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9962040046(NAD 83)
 CG1205_MARKER: A = ALUMINUM MARKER
 CG1205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1205_SP_SET: METAL PIPE IN CONCRETE
 CG1205_STAMPING: NN - 46 1990
 CG1205_MARK LOGO: PIMACO
 CG1205_PROJECTION: FLUSH
 CG1205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1205+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1205_ROD/PIPE-DEPTH: 0.76 meters
 CG1205
 CG1205  HISTORY     - Date     Condition        Report By
 CG1205  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1205
 CG1205                          STATION DESCRIPTION
 CG1205
 CG1205'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1205'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1205'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1205'ON I-19 APPROX 13 MI (20.9 KM) TO PIMA MINE RD (EXIT KM 80), DRIVE
 CG1205'WEST ON PIMA MINE ROAD FOR 0.5 MI (0.8 KM) TO MINERAL HILL ROAD.
 CG1205'SOUTHWEST ON MINERAL HILL RD 0.35 MI (0.56 KM) TO MARKER, 24 FT
 CG1205'(7.3 M) EASTERLY FROM THE EAST EDGE OF PAVEMENT.  TOWNSHIP 16 SOUTH,
 CG1205'RANGE 13 EAST, SECTION 34, GILA AND SALT RIVER MERIDIAN.
 CG1205'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1205'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1205'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1205'DISTRICT, NN - 46  1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1206 ***********************************************************************
 CG1206  DESIGNATION -  NN   48
 CG1206  PID         -  CG1206
 CG1206  STATE/COUNTY-  AZ/PIMA
 CG1206  USGS QUAD   -  SAHUARITA (1981)
 CG1206
 CG1206                         *CURRENT SURVEY CONTROL
 CG1206  ___________________________________________________________________
 CG1206* NAD 83(2007)-  31 57 27.52841(N)    110 59 43.68850(W)     ADJUSTED  
 CG1206* NAVD 88     -       883.96   (meters)    2900.1    (feet)  LEVELING  
 CG1206  ___________________________________________________________________
 CG1206  EPOCH DATE  -        2007.00
 CG1206  X           -  -1,940,976.121 (meters)                     COMP
 CG1206  Y           -  -5,057,611.086 (meters)                     COMP
 CG1206  Z           -   3,356,899.970 (meters)                     COMP
 CG1206  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CG1206  ELLIP HEIGHT-         854.398 (meters)          (02/10/07) ADJUSTED
 CG1206  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG1206
 CG1206  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1206  Type    PID    Designation                      North   East  Ellip
 CG1206  -------------------------------------------------------------------
 CG1206  NETWORK CG1206 NN   48                           0.92   0.73   1.39
 CG1206  -------------------------------------------------------------------
 CG1206  VERT ORDER  -  THIRD ?
 CG1206
 CG1206.The horizontal coordinates were established by GPS observations
 CG1206.and adjusted by the National Geodetic Survey in February 2007.
 CG1206
 CG1206.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1206.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1206.The horizontal coordinates are valid at the epoch date displayed above.
 CG1206.The epoch date for horizontal control is a decimal equivalence
 CG1206.of Year/Month/Day.
 CG1206
 CG1206.The orthometric height was determined by differential leveling.
 CG1206.The vertical network tie was performed by a horz. field party for horz.
 CG1206.obs reductions. Reset procedures were used to establish the elevation.
 CG1206
 CG1206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1206
 CG1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1206
 CG1206.The ellipsoidal height was determined by GPS observations
 CG1206.and is referenced to NAD 83.
 CG1206
 CG1206.The geoid height was determined by GEOID03.
 CG1206
 CG1206;                    North         East     Units Scale Factor Converg.
 CG1206;SPC AZ C     -   106,541.636   300,439.803   MT  0.99999349   +0 29 15.4
 CG1206;SPC AZ C     -   349,546.05    985,694.89   iFT  0.99999349   +0 29 15.4
 CG1206;UTM  12      - 3,535,741.183   500,428.171   MT  0.99960000   +0 00 08.6
 CG1206
 CG1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1206!SPC AZ C     -   0.99986586  x   0.99999349  =   0.99985935
 CG1206!UTM  12      -   0.99986586  x   0.99960000  =   0.99946592
 CG1206
 CG1206                          SUPERSEDED SURVEY CONTROL
 CG1206
 CG1206  ELLIP H (06/11/02)  854.428  (m)                       GP(       ) 4 2
 CG1206  NAD 83(1992)-  31 57 27.52956(N)    110 59 43.68704(W) AD(       ) 1
 CG1206  ELLIP H (08/23/93)  854.521  (m)                       GP(       ) 4 2
 CG1206  NAD 83(1986)-  31 57 27.52392(N)    110 59 43.68400(W) AD(       ) 1
 CG1206
 CG1206.Superseded values are not recommended for survey control.
 CG1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1206.See file dsdata.txt to determine how the superseded data were derived.
 CG1206
 CG1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0042835741(NAD 83)
 CG1206_MARKER: I = METAL ROD
 CG1206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1206_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1206_STAMPING: NN - 48 1990
 CG1206_MARK LOGO: PIMACO
 CG1206_PROJECTION: FLUSH
 CG1206_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1206+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1206_ROD/PIPE-DEPTH: 3.91 meters
 CG1206_SLEEVE-DEPTH  : 0.91 meters
 CG1206
 CG1206  HISTORY     - Date     Condition        Report By
 CG1206  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1206  HISTORY     - 20060316 GOOD             USPSQD
 CG1206  HISTORY     - 20070527 GOOD             GEOCAC
 CG1206
 CG1206                          STATION DESCRIPTION
 CG1206
 CG1206'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1206'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1206'258), TRAVEL EAST (SOUTH) ON 1-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1206'ON I-19 APPROX 16 MI (25.7 KM) TO HELMET PEAK RD (EXIT KM 75).  WEST
 CG1206'ON HELMET PEAK RD 0.35 MI (0.56 KM) TO LA CANADA DRIVE.  THE MONUMENT
 CG1206'IS 80 FT (24.4 M) SOUTH OF THE SOUTH EDGE OF HELMET PEAK ROAD AND 59
 CG1206'FT (18.0 M) WEST OF THE WEST EDGE OF LA CANADA DR.  TOWNSHIP 17
 CG1206'SOUTH, RANGE 13 EAST, SECTION 15, GILA AND SALT RIVER MERIDIAN.
 CG1206'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1206'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 48  1990, ON
 CG1206'THE RIM.
 CG1206
 CG1206                          STATION RECOVERY (2006)
 CG1206
 CG1206'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1206'RECOVERED AS DESCRIBED.
 CG1206
 CG1206                          STATION RECOVERY (2007)
 CG1206
 CG1206'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1207 ***********************************************************************
 CG1207  DESIGNATION -  NN   50
 CG1207  PID         -  CG1207
 CG1207  STATE/COUNTY-  AZ/PIMA
 CG1207  USGS QUAD   -  SAHUARITA (1981)
 CG1207
 CG1207                         *CURRENT SURVEY CONTROL
 CG1207  ___________________________________________________________________
 CG1207* NAD 83(2007)-  31 57 28.08846(N)    110 54 36.01946(W)     ADJUSTED  
 CG1207* NAVD 88     -       844.80   (meters)    2771.6    (feet)  LEVELING  
 CG1207  ___________________________________________________________________
 CG1207  EPOCH DATE  -        2007.00
 CG1207  X           -  -1,933,414.842 (meters)                     COMP
 CG1207  Y           -  -5,060,461.189 (meters)                     COMP
 CG1207  Z           -   3,356,893.944 (meters)                     COMP
 CG1207  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 CG1207  ELLIP HEIGHT-         815.359 (meters)          (02/10/07) ADJUSTED
 CG1207  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 CG1207
 CG1207  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1207  Type    PID    Designation                      North   East  Ellip
 CG1207  -------------------------------------------------------------------
 CG1207  NETWORK CG1207 NN   50                           1.02   0.78   1.47
 CG1207  -------------------------------------------------------------------
 CG1207  VERT ORDER  -  THIRD ?
 CG1207
 CG1207.The horizontal coordinates were established by GPS observations
 CG1207.and adjusted by the National Geodetic Survey in February 2007.
 CG1207
 CG1207.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1207.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1207.The horizontal coordinates are valid at the epoch date displayed above.
 CG1207.The epoch date for horizontal control is a decimal equivalence
 CG1207.of Year/Month/Day.
 CG1207
 CG1207.The orthometric height was determined by differential leveling.
 CG1207.The vertical network tie was performed by a horz. field party for horz.
 CG1207.obs reductions. Reset procedures were used to establish the elevation.
 CG1207
 CG1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1207
 CG1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1207
 CG1207.The ellipsoidal height was determined by GPS observations
 CG1207.and is referenced to NAD 83.
 CG1207
 CG1207.The geoid height was determined by GEOID03.
 CG1207
 CG1207;                    North         East     Units Scale Factor Converg.
 CG1207;SPC AZ C     -   106,630.835   308,518.778   MT  1.00001164   +0 31 58.3
 CG1207;SPC AZ C     -   349,838.70  1,012,200.72   iFT  1.00001164   +0 31 58.3
 CG1207;UTM  12      - 3,535,761.953   508,504.363   MT  0.99960089   +0 02 51.5
 CG1207
 CG1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1207!SPC AZ C     -   0.99987199  x   1.00001164  =   0.99988363
 CG1207!UTM  12      -   0.99987199  x   0.99960089  =   0.99947293
 CG1207
 CG1207:                Primary Azimuth Mark                     Grid Az
 CG1207:SPC AZ C     -  NN   51                                  089 55 48.1
 CG1207:UTM  12      -  NN   51                                  090 24 54.9
 CG1207
 CG1207|---------------------------------------------------------------------|
 CG1207| PID    Reference Object                     Distance      Geod. Az  |
 CG1207|                                                           dddmmss.s |
 CG1207| CG1208 NN   51                             APPROX. 0.6 KM 0902746.4 |
 CG1207|---------------------------------------------------------------------|
 CG1207
 CG1207                          SUPERSEDED SURVEY CONTROL
 CG1207
 CG1207  ELLIP H (06/11/02)  815.391  (m)                       GP(       ) 4 2
 CG1207  NAD 83(1992)-  31 57 28.08957(N)    110 54 36.01796(W) AD(       ) 1
 CG1207  ELLIP H (08/23/93)  815.485  (m)                       GP(       ) 4 2
 CG1207  NAD 83(1986)-  31 57 28.08406(N)    110 54 36.01350(W) AD(       ) 1
 CG1207
 CG1207.Superseded values are not recommended for survey control.
 CG1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1207.See file dsdata.txt to determine how the superseded data were derived.
 CG1207
 CG1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0850435762(NAD 83)
 CG1207_MARKER: I = METAL ROD
 CG1207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1207_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1207_STAMPING: NN - 50 1990
 CG1207_MARK LOGO: PIMACO
 CG1207_PROJECTION: FLUSH
 CG1207_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1207+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1207_ROD/PIPE-DEPTH: 3.56 meters
 CG1207_SLEEVE-DEPTH  : 0.91 meters
 CG1207
 CG1207  HISTORY     - Date     Condition        Report By
 CG1207  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1207  HISTORY     - 20060316 GOOD             USPSQD
 CG1207
 CG1207                          STATION DESCRIPTION
 CG1207
 CG1207'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1207'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1207'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1207'SOUTH ON I-19 APPROX 16 MI (25.7 KM) TO HELMET PEAK/SAHUARITA RD
 CG1207'(EXIT KM 75), EAST ON SAHUARITA RD 4.6 MI (7.4 KM) TO ALVERNON WAY.
 CG1207'MONUMENT IS 136 FT (41.5 M) EAST OF ALVERNON WAY CENTERLINE AND 55 FT
 CG1207'(16.8 M) NORTH OF THE NORTH EDGE OF PAVEMENT ON SAHUARITA RD.
 CG1207'TOWNSHIP 17 SOUTH, RANGE 14 EAST, SECTION 10, GILA AND SALT RIVER
 CG1207'MERIDIAN.
 CG1207'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1207'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 50  1990, ON
 CG1207'THE RIM.
 CG1207
 CG1207                          STATION RECOVERY (2006)
 CG1207
 CG1207'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1207'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1208 ***********************************************************************
 CG1208  DESIGNATION -  NN   51
 CG1208  PID         -  CG1208
 CG1208  STATE/COUNTY-  AZ/PIMA
 CG1208  USGS QUAD   -  SAHUARITA (1981)
 CG1208
 CG1208                         *CURRENT SURVEY CONTROL
 CG1208  ___________________________________________________________________
 CG1208* NAD 83(2007)-  31 57 27.93859(N)    110 54 14.33506(W)     ADJUSTED  
 CG1208* NAVD 88     -       848.89   (meters)    2785.1    (feet)  LEVELING  
 CG1208  ___________________________________________________________________
 CG1208  EPOCH DATE  -        2007.00
 CG1208  X           -  -1,932,884.948 (meters)                     COMP
 CG1208  Y           -  -5,060,669.963 (meters)                     COMP
 CG1208  Z           -   3,356,892.205 (meters)                     COMP
 CG1208  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CG1208  ELLIP HEIGHT-         819.474 (meters)          (02/10/07) ADJUSTED
 CG1208  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CG1208
 CG1208  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1208  Type    PID    Designation                      North   East  Ellip
 CG1208  -------------------------------------------------------------------
 CG1208  NETWORK CG1208 NN   51                           1.06   0.78   1.49
 CG1208  -------------------------------------------------------------------
 CG1208  VERT ORDER  -  THIRD ?
 CG1208
 CG1208.The horizontal coordinates were established by GPS observations
 CG1208.and adjusted by the National Geodetic Survey in February 2007.
 CG1208
 CG1208.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1208.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1208.The horizontal coordinates are valid at the epoch date displayed above.
 CG1208.The epoch date for horizontal control is a decimal equivalence
 CG1208.of Year/Month/Day.
 CG1208
 CG1208.The orthometric height was determined by differential leveling.
 CG1208.The vertical network tie was performed by a horz. field party for horz.
 CG1208.obs reductions. Reset procedures were used to establish the elevation.
 CG1208
 CG1208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1208
 CG1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1208
 CG1208.The ellipsoidal height was determined by GPS observations
 CG1208.and is referenced to NAD 83.
 CG1208
 CG1208.The geoid height was determined by GEOID03.
 CG1208
 CG1208;                    North         East     Units Scale Factor Converg.
 CG1208;SPC AZ C     -   106,631.530   309,088.238   MT  1.00001298   +0 32 09.8
 CG1208;SPC AZ C     -   349,840.98  1,014,069.02   iFT  1.00001298   +0 32 09.8
 CG1208;UTM  12      - 3,535,757.827   509,073.574   MT  0.99960102   +0 03 03.0
 CG1208
 CG1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1208!SPC AZ C     -   0.99987134  x   1.00001298  =   0.99988432
 CG1208!UTM  12      -   0.99987134  x   0.99960102  =   0.99947242
 CG1208
 CG1208:                Primary Azimuth Mark                     Grid Az
 CG1208:SPC AZ C     -  NN   50                                  269 55 48.0
 CG1208:UTM  12      -  NN   50                                  270 24 54.8
 CG1208
 CG1208|---------------------------------------------------------------------|
 CG1208| PID    Reference Object                     Distance      Geod. Az  |
 CG1208|                                                           dddmmss.s |
 CG1208| CG1207 NN   50                             APPROX. 0.6 KM 2702757.8 |
 CG1208|---------------------------------------------------------------------|
 CG1208
 CG1208                          SUPERSEDED SURVEY CONTROL
 CG1208
 CG1208  ELLIP H (06/11/02)  819.506  (m)                       GP(       ) 4 2
 CG1208  NAD 83(1992)-  31 57 27.93971(N)    110 54 14.33356(W) AD(       ) 1
 CG1208  ELLIP H (08/23/93)  819.600  (m)                       GP(       ) 4 2
 CG1208  NAD 83(1986)-  31 57 27.93419(N)    110 54 14.32909(W) AD(       ) 1
 CG1208
 CG1208.Superseded values are not recommended for survey control.
 CG1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1208.See file dsdata.txt to determine how the superseded data were derived.
 CG1208
 CG1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0907435758(NAD 83)
 CG1208_MARKER: A = ALUMINUM MARKER
 CG1208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1208_SP_SET: METAL PIPE IN CONCRETE
 CG1208_STAMPING: NN - 51 1990
 CG1208_MARK LOGO: PIMACO
 CG1208_PROJECTION: FLUSH
 CG1208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1208+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1208_ROD/PIPE-DEPTH: 0.76 meters
 CG1208
 CG1208  HISTORY     - Date     Condition        Report By
 CG1208  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1208  HISTORY     - 19910109 GOOD
 CG1208  HISTORY     - 20060316 GOOD             USPSQD
 CG1208
 CG1208                          STATION DESCRIPTION
 CG1208
 CG1208'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1208'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1208'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MILES TO I-19, SOUTH
 CG1208'ON I-19 APPROX 16 MI (25.7 KM) TO HELMET PEAK/SAHUARITA RD (EXIT KM
 CG1208'75), EAST ON SAHUARITA RD 4.9 MI (7.9 KM) TO A POINT 0.3 MI (0.5 KM)
 CG1208'EAST OF ALVERNON WAY.  THE MONUMENT IS 37 FT (11.3 M) NORTH OF THE
 CG1208'NORTH EDGE OF ROAD.  TOWNSHIP 17 SOUTH, RANGE 14 EAST, SECTION 10,
 CG1208'GILA AND SALT RIVER MERIDIAN.
 CG1208'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1208'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1208'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1208'DISTRICT, NN - 51  1990.
 CG1208
 CG1208                          STATION RECOVERY (1991)
 CG1208
 CG1208'RECOVERED 1991
 CG1208'RECOVERED IN GOOD CONDITION.
 CG1208
 CG1208                          STATION RECOVERY (2006)
 CG1208
 CG1208'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1208'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1209 ***********************************************************************
 CG1209  DESIGNATION -  NN   53
 CG1209  PID         -  CG1209
 CG1209  STATE/COUNTY-  AZ/PIMA
 CG1209  USGS QUAD   -  SAHUARITA (1981)
 CG1209
 CG1209                         *CURRENT SURVEY CONTROL
 CG1209  ___________________________________________________________________
 CG1209* NAD 83(2007)-  31 53 57.02313(N)    110 57 46.61695(W)     ADJUSTED  
 CG1209* NAVD 88     -       848.50   (meters)    2783.8    (feet)  LEVELING  
 CG1209  ___________________________________________________________________
 CG1209  EPOCH DATE  -        2007.00
 CG1209  X           -  -1,939,321.414 (meters)                     COMP
 CG1209  Y           -  -5,061,886.370 (meters)                     COMP
 CG1209  Z           -   3,351,377.570 (meters)                     COMP
 CG1209  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CG1209  ELLIP HEIGHT-         818.967 (meters)          (02/10/07) ADJUSTED
 CG1209  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG1209
 CG1209  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1209  Type    PID    Designation                      North   East  Ellip
 CG1209  -------------------------------------------------------------------
 CG1209  NETWORK CG1209 NN   53                           0.88   0.73   1.35
 CG1209  -------------------------------------------------------------------
 CG1209  VERT ORDER  -  THIRD ?
 CG1209
 CG1209.The horizontal coordinates were established by GPS observations
 CG1209.and adjusted by the National Geodetic Survey in February 2007.
 CG1209
 CG1209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1209.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1209.The horizontal coordinates are valid at the epoch date displayed above.
 CG1209.The epoch date for horizontal control is a decimal equivalence
 CG1209.of Year/Month/Day.
 CG1209
 CG1209.The orthometric height was determined by differential leveling.
 CG1209.The vertical network tie was performed by a horz. field party for horz.
 CG1209.obs reductions. Reset procedures were used to establish the elevation.
 CG1209
 CG1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1209
 CG1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1209
 CG1209.The ellipsoidal height was determined by GPS observations
 CG1209.and is referenced to NAD 83.
 CG1209
 CG1209.The geoid height was determined by GEOID03.
 CG1209
 CG1209;                    North         East     Units Scale Factor Converg.
 CG1209;SPC AZ C     -   100,084.623   303,571.076   MT  1.00000033   +0 30 14.4
 CG1209;SPC AZ C     -   328,361.62    995,968.10   iFT  1.00000033   +0 30 14.4
 CG1209;UTM  12      - 3,529,260.479   503,503.475   MT  0.99960015   +0 01 10.5
 CG1209
 CG1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1209!SPC AZ C     -   0.99987142  x   1.00000033  =   0.99987175
 CG1209!UTM  12      -   0.99987142  x   0.99960015  =   0.99947162
 CG1209
 CG1209:                Primary Azimuth Mark                     Grid Az
 CG1209:SPC AZ C     -  NN   54                                  200 22 08.7
 CG1209:UTM  12      -  NN   54                                  200 51 12.6
 CG1209
 CG1209|---------------------------------------------------------------------|
 CG1209| PID    Reference Object                     Distance      Geod. Az  |
 CG1209|                                                           dddmmss.s |
 CG1209| CG1210 NN   54                             APPROX. 0.5 KM 2005223.1 |
 CG1209|---------------------------------------------------------------------|
 CG1209
 CG1209                          SUPERSEDED SURVEY CONTROL
 CG1209
 CG1209  ELLIP H (06/11/02)  818.998  (m)                       GP(       ) 4 2
 CG1209  NAD 83(1992)-  31 53 57.02454(N)    110 57 46.61545(W) AD(       ) 1
 CG1209  ELLIP H (08/23/93)  819.091  (m)                       GP(       ) 4 2
 CG1209  NAD 83(1986)-  31 53 57.01855(N)    110 57 46.61112(W) AD(       ) 1
 CG1209
 CG1209.Superseded values are not recommended for survey control.
 CG1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1209.See file dsdata.txt to determine how the superseded data were derived.
 CG1209
 CG1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0350329260(NAD 83)
 CG1209_MARKER: I = METAL ROD
 CG1209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1209_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1209_STAMPING: NN - 53 1990
 CG1209_MARK LOGO: PIMACO
 CG1209_PROJECTION: FLUSH
 CG1209_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1209+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1209_ROD/PIPE-DEPTH: 8.46 meters
 CG1209_SLEEVE-DEPTH  : 0.91 meters
 CG1209
 CG1209  HISTORY     - Date     Condition        Report By
 CG1209  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1209  HISTORY     - 20060316 GOOD             USPSQD
 CG1209  HISTORY     - 20070527 GOOD             GEOCAC
 CG1209
 CG1209                          STATION DESCRIPTION
 CG1209
 CG1209'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1209'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1209'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1209'SOUTH ON I-19 APPROX 19.5 MI (31.4 KM) TO DUVAL MINE RD (EXIT KM 69),
 CG1209'NORTHEAST ON DUVAL MINE RD 2.0 MI (3.2 KM) TO OLD TUCSON/NOGALES
 CG1209'HIGHWAY.  TURN RIGHT (SOUTH) AND TRAVEL 2.0 MI (3.2 KM) .  THE
 CG1209'MONUMENT IS 15 FT (4.6 M) SOUTH OF A CATTLE GUARD AND 45 FT (13.7 M)
 CG1209'WEST OF WEST EDGE OF ROAD.  TOWNSHIP 18 SOUTH, RANGE 13 EAST, SECTION
 CG1209'1, GILA AND SALT RIVER MERIDIAN.
 CG1209'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1209'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 53  1990, ON
 CG1209'THE RIM.
 CG1209
 CG1209                          STATION RECOVERY (2006)
 CG1209
 CG1209'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1209'RECOVERED AS DESCRIBED.
 CG1209
 CG1209                          STATION RECOVERY (2007)
 CG1209
 CG1209'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1210 ***********************************************************************
 CG1210  DESIGNATION -  NN   54
 CG1210  PID         -  CG1210
 CG1210  STATE/COUNTY-  AZ/PIMA
 CG1210  USGS QUAD   -  SAHUARITA (1981)
 CG1210
 CG1210                         *CURRENT SURVEY CONTROL
 CG1210  ___________________________________________________________________
 CG1210* NAD 83(2007)-  31 53 41.46120(N)    110 57 53.57255(W)     ADJUSTED  
 CG1210* NAVD 88     -       849.86   (meters)    2788.2    (feet)  LEVELING  
 CG1210  ___________________________________________________________________
 CG1210  EPOCH DATE  -        2007.00
 CG1210  X           -  -1,939,583.154 (meters)                     COMP
 CG1210  Y           -  -5,062,058.587 (meters)                     COMP
 CG1210  Z           -   3,350,971.286 (meters)                     COMP
 CG1210  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CG1210  ELLIP HEIGHT-         820.328 (meters)          (02/10/07) ADJUSTED
 CG1210  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG1210
 CG1210  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1210  Type    PID    Designation                      North   East  Ellip
 CG1210  -------------------------------------------------------------------
 CG1210  NETWORK CG1210 NN   54                           0.88   0.73   1.37
 CG1210  -------------------------------------------------------------------
 CG1210  VERT ORDER  -  THIRD ?
 CG1210
 CG1210.The horizontal coordinates were established by GPS observations
 CG1210.and adjusted by the National Geodetic Survey in February 2007.
 CG1210
 CG1210.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1210.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1210.The horizontal coordinates are valid at the epoch date displayed above.
 CG1210.The epoch date for horizontal control is a decimal equivalence
 CG1210.of Year/Month/Day.
 CG1210
 CG1210.The orthometric height was determined by differential leveling.
 CG1210.The vertical network tie was performed by a horz. field party for horz.
 CG1210.obs reductions. Reset procedures were used to establish the elevation.
 CG1210
 CG1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1210
 CG1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1210
 CG1210.The ellipsoidal height was determined by GPS observations
 CG1210.and is referenced to NAD 83.
 CG1210
 CG1210.The geoid height was determined by GEOID03.
 CG1210
 CG1210;                    North         East     Units Scale Factor Converg.
 CG1210;SPC AZ C     -    99,603.706   303,392.520   MT  0.99999994   +0 30 10.5
 CG1210;SPC AZ C     -   326,783.81    995,382.28   iFT  0.99999994   +0 30 10.5
 CG1210;UTM  12      - 3,528,781.280   503,320.932   MT  0.99960014   +0 01 06.8
 CG1210
 CG1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1210!SPC AZ C     -   0.99987121  x   0.99999994  =   0.99987115
 CG1210!UTM  12      -   0.99987121  x   0.99960014  =   0.99947140
 CG1210
 CG1210:                Primary Azimuth Mark                     Grid Az
 CG1210:SPC AZ C     -  NN   53                                  020 22 08.9
 CG1210:UTM  12      -  NN   53                                  020 51 12.6
 CG1210
 CG1210|---------------------------------------------------------------------|
 CG1210| PID    Reference Object                     Distance      Geod. Az  |
 CG1210|                                                           dddmmss.s |
 CG1210| CG1209 NN   53                             APPROX. 0.5 KM 0205219.4 |
 CG1210|---------------------------------------------------------------------|
 CG1210
 CG1210                          SUPERSEDED SURVEY CONTROL
 CG1210
 CG1210  ELLIP H (06/11/02)  820.359  (m)                       GP(       ) 4 2
 CG1210  NAD 83(1992)-  31 53 41.46260(N)    110 57 53.57104(W) AD(       ) 1
 CG1210  ELLIP H (08/23/93)  820.452  (m)                       GP(       ) 4 2
 CG1210  NAD 83(1986)-  31 53 41.45661(N)    110 57 53.56672(W) AD(       ) 1
 CG1210
 CG1210.Superseded values are not recommended for survey control.
 CG1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1210.See file dsdata.txt to determine how the superseded data were derived.
 CG1210
 CG1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0332128781(NAD 83)
 CG1210_MARKER: A = ALUMINUM MARKER
 CG1210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1210_SP_SET: METAL PIPE IN CONCRETE
 CG1210_STAMPING: NN - 54 1990
 CG1210_MARK LOGO: PIMACO
 CG1210_PROJECTION: FLUSH
 CG1210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1210+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1210_ROD/PIPE-DEPTH: 0.76 meters
 CG1210
 CG1210  HISTORY     - Date     Condition        Report By
 CG1210  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1210  HISTORY     - 20060316 GOOD             USPSQD
 CG1210
 CG1210                          STATION DESCRIPTION
 CG1210
 CG1210'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1210'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1210'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1210'SOUTH ON I-19 APPROX 19.5 MI (31.4 KM) TO DUVAL MINE RD (EXIT KM 69),
 CG1210'DRIVE EAST/NORTHEAST 2.0 MI (3.2 KM) TO OLD TUCSON/NOGALES HIGHWAY.
 CG1210'TURN RIGHT (SOUTH) AND TRAVEL 2.3 MI (3.7 KM) TO QUAIL CROSSING ROAD.
 CG1210'THE STATION MONUMENT IS 275 FT (83.8 M) SOUTH OF QUAIL CROSSING ROAD
 CG1210'AND 40 FT (12.2 M) WEST OF THE WEST EDGE OF OLD TUCSON/NOGALES
 CG1210'HIGHWAY.
 CG1210'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1210'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1210'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1210'DISTRICT, NN - 54  1990.
 CG1210
 CG1210                          STATION RECOVERY (2006)
 CG1210
 CG1210'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1210'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1211 ***********************************************************************
 CG1211  DESIGNATION -  NN   55
 CG1211  PID         -  CG1211
 CG1211  STATE/COUNTY-  AZ/PIMA
 CG1211  USGS QUAD   -  TWIN BUTTES (1981)
 CG1211
 CG1211                         *CURRENT SURVEY CONTROL
 CG1211  ___________________________________________________________________
 CG1211* NAD 83(2007)-  31 53 38.73210(N)    111 00 24.28715(W)     ADJUSTED  
 CG1211* NAVD 88     -       922.96   (meters)    3028.1    (feet)  LEVELING  
 CG1211  ___________________________________________________________________
 CG1211  EPOCH DATE  -        2007.00
 CG1211  X           -  -1,943,319.571 (meters)                     COMP
 CG1211  Y           -  -5,060,739.400 (meters)                     COMP
 CG1211  Z           -   3,350,938.519 (meters)                     COMP
 CG1211  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CG1211  ELLIP HEIGHT-         893.405 (meters)          (02/10/07) ADJUSTED
 CG1211  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1211
 CG1211  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1211  Type    PID    Designation                      North   East  Ellip
 CG1211  -------------------------------------------------------------------
 CG1211  NETWORK CG1211 NN   55                           0.88   0.73   1.37
 CG1211  -------------------------------------------------------------------
 CG1211  VERT ORDER  -  THIRD ?
 CG1211
 CG1211.The horizontal coordinates were established by GPS observations
 CG1211.and adjusted by the National Geodetic Survey in February 2007.
 CG1211
 CG1211.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1211.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1211.The horizontal coordinates are valid at the epoch date displayed above.
 CG1211.The epoch date for horizontal control is a decimal equivalence
 CG1211.of Year/Month/Day.
 CG1211
 CG1211.The orthometric height was determined by differential leveling.
 CG1211.The vertical network tie was performed by a horz. field party for horz.
 CG1211.obs reductions. Reset procedures were used to establish the elevation.
 CG1211
 CG1211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1211
 CG1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1211
 CG1211.The ellipsoidal height was determined by GPS observations
 CG1211.and is referenced to NAD 83.
 CG1211
 CG1211.The geoid height was determined by GEOID03.
 CG1211
 CG1211;                    North         East     Units Scale Factor Converg.
 CG1211;SPC AZ C     -    99,485.652   299,432.910   MT  0.99999134   +0 28 50.8
 CG1211;SPC AZ C     -   326,396.50    982,391.44   iFT  0.99999134   +0 28 50.8
 CG1211;UTM  12      - 3,528,696.736   499,362.032   MT  0.99960001   -0 00 12.8
 CG1211
 CG1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1211!SPC AZ C     -   0.99985974  x   0.99999134  =   0.99985108
 CG1211!UTM  12      -   0.99985974  x   0.99960001  =   0.99945980
 CG1211
 CG1211:                Primary Azimuth Mark                     Grid Az
 CG1211:SPC AZ C     -  NN   56                                  054 55 27.0
 CG1211:UTM  12      -  NN   56                                  055 24 30.6
 CG1211
 CG1211|---------------------------------------------------------------------|
 CG1211| PID    Reference Object                     Distance      Geod. Az  |
 CG1211|                                                           dddmmss.s |
 CG1211| CG1212 NN   56                             486.251 METERS 0552417.8 |
 CG1211|---------------------------------------------------------------------|
 CG1211
 CG1211                          SUPERSEDED SURVEY CONTROL
 CG1211
 CG1211  ELLIP H (06/11/02)  893.434  (m)                       GP(       ) 4 2
 CG1211  NAD 83(1992)-  31 53 38.73230(N)    111 00 24.28497(W) AD(       ) 1
 CG1211  ELLIP H (08/23/93)  893.527  (m)                       GP(       ) 4 2
 CG1211  NAD 83(1986)-  31 53 38.72631(N)    111 00 24.28135(W) AD(       ) 1
 CG1211
 CG1211.Superseded values are not recommended for survey control.
 CG1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1211.See file dsdata.txt to determine how the superseded data were derived.
 CG1211
 CG1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9936228697(NAD 83)
 CG1211_MARKER: I = METAL ROD
 CG1211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1211_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1211_STAMPING: NN - 55 1990
 CG1211_MARK LOGO: PIMACO
 CG1211_PROJECTION: FLUSH
 CG1211_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1211+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1211_ROD/PIPE-DEPTH: 4.01 meters
 CG1211_SLEEVE-DEPTH  : 0.91 meters
 CG1211
 CG1211  HISTORY     - Date     Condition        Report By
 CG1211  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1211  HISTORY     - 20060316 GOOD             USPSQD
 CG1211  HISTORY     - 20070527 GOOD             GEOCAC
 CG1211
 CG1211                          STATION DESCRIPTION
 CG1211
 CG1211'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1211'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1211'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MILE TO I-19, SOUTH
 CG1211'ON I-19 APPROX 19.5 MI (31.4 KM) TO DUVAL MINE RD (EXIT KM 69),
 CG1211'TRAVEL SOUTHWEST ON DUVAL MINE RD APPROX 1.2 MI (1.9 KM) (0.7 MILE
 CG1211'PAST LA CANADA DR) TO A PAVED RAILROAD CROSSING ON THE RIGHT.  THE
 CG1211'STATION MONUMENT IS NORTHWEST APROX 115 FT (35.1 M) OF DUVAL MINE RD
 CG1211'AT FENCE THAT PARALLELS AND IS ON THE NORTHWEST SIDE OF TRACKS, 15 FT
 CG1211'(4.6 M) SOUTHWEST OF GATE AND 2 FT (0.6 M) SOUTHEAST OF FENCE.
 CG1211'TOWNSHIP 18 SOUTH, RANGE 13 EAST, SECTION 3, GILA AND SALT RIVER
 CG1211'MERIDIAN.
 CG1211'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1211'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 55  1990, ON
 CG1211'THE RIM.
 CG1211
 CG1211                          STATION RECOVERY (2006)
 CG1211
 CG1211'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1211'RECOVERED AS DESCRIBED.
 CG1211
 CG1211                          STATION RECOVERY (2007)
 CG1211
 CG1211'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1212 ***********************************************************************
 CG1212  DESIGNATION -  NN   56
 CG1212  PID         -  CG1212
 CG1212  STATE/COUNTY-  AZ/PIMA
 CG1212  USGS QUAD   -  TWIN BUTTES (1981)
 CG1212
 CG1212                         *CURRENT SURVEY CONTROL
 CG1212  ___________________________________________________________________
 CG1212* NAD 83(2007)-  31 53 47.69509(N)    111 00 09.05455(W)     ADJUSTED  
 CG1212* NAVD 88     -       910.86   (meters)    2988.4    (feet)  LEVELING  
 CG1212  ___________________________________________________________________
 CG1212  EPOCH DATE  -        2007.00
 CG1212  X           -  -1,942,889.863 (meters)                     COMP
 CG1212  Y           -  -5,060,737.114 (meters)                     COMP
 CG1212  Z           -   3,351,166.549 (meters)                     COMP
 CG1212  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 CG1212  ELLIP HEIGHT-         881.307 (meters)          (02/10/07) ADJUSTED
 CG1212  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1212
 CG1212  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1212  Type    PID    Designation                      North   East  Ellip
 CG1212  -------------------------------------------------------------------
 CG1212  NETWORK CG1212 NN   56                           0.90   0.73   1.37
 CG1212  -------------------------------------------------------------------
 CG1212  VERT ORDER  -  THIRD ?
 CG1212
 CG1212.The horizontal coordinates were established by GPS observations
 CG1212.and adjusted by the National Geodetic Survey in February 2007.
 CG1212
 CG1212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1212.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1212.The horizontal coordinates are valid at the epoch date displayed above.
 CG1212.The epoch date for horizontal control is a decimal equivalence
 CG1212.of Year/Month/Day.
 CG1212
 CG1212.The orthometric height was determined by differential leveling.
 CG1212.The vertical network tie was performed by a horz. field party for horz.
 CG1212.obs reductions. Reset procedures were used to establish the elevation.
 CG1212
 CG1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1212
 CG1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1212
 CG1212.The ellipsoidal height was determined by GPS observations
 CG1212.and is referenced to NAD 83.
 CG1212
 CG1212.The geoid height was determined by GEOID03.
 CG1212
 CG1212;                    North         East     Units Scale Factor Converg.
 CG1212;SPC AZ C     -    99,765.079   299,830.850   MT  0.99999219   +0 28 59.0
 CG1212;SPC AZ C     -   327,313.25    983,697.01   iFT  0.99999219   +0 28 59.0
 CG1212;UTM  12      - 3,528,972.681   499,762.164   MT  0.99960000   -0 00 04.8
 CG1212
 CG1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1212!SPC AZ C     -   0.99986164  x   0.99999219  =   0.99985383
 CG1212!UTM  12      -   0.99986164  x   0.99960000  =   0.99946169
 CG1212
 CG1212:                Primary Azimuth Mark                     Grid Az
 CG1212:SPC AZ C     -  NN   55                                  234 55 26.8
 CG1212:UTM  12      -  NN   55                                  235 24 30.6
 CG1212
 CG1212|---------------------------------------------------------------------|
 CG1212| PID    Reference Object                     Distance      Geod. Az  |
 CG1212|                                                           dddmmss.s |
 CG1212| CG1211 NN   55                             486.251 METERS 2352425.8 |
 CG1212|---------------------------------------------------------------------|
 CG1212
 CG1212                          SUPERSEDED SURVEY CONTROL
 CG1212
 CG1212  ELLIP H (06/11/02)  881.335  (m)                       GP(       ) 4 2
 CG1212  NAD 83(1992)-  31 53 47.69529(N)    111 00 09.05238(W) AD(       ) 1
 CG1212  ELLIP H (08/23/93)  881.428  (m)                       GP(       ) 4 2
 CG1212  NAD 83(1986)-  31 53 47.68931(N)    111 00 09.04876(W) AD(       ) 1
 CG1212
 CG1212.Superseded values are not recommended for survey control.
 CG1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1212.See file dsdata.txt to determine how the superseded data were derived.
 CG1212
 CG1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9976228973(NAD 83)
 CG1212_MARKER: A = ALUMINUM MARKER
 CG1212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1212_SP_SET: METAL PIPE IN CONCRETE
 CG1212_STAMPING: NN - 56 1990
 CG1212_MARK LOGO: PIMACO
 CG1212_PROJECTION: FLUSH
 CG1212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1212+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1212_ROD/PIPE-DEPTH: 0.76 meters
 CG1212
 CG1212  HISTORY     - Date     Condition        Report By
 CG1212  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1212  HISTORY     - 20060316 GOOD             USPSQD
 CG1212  HISTORY     - 20070527 GOOD             GEOCAC
 CG1212
 CG1212                          STATION DESCRIPTION
 CG1212
 CG1212'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1212'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1212'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1212'SOUTH ON I-19 APPROX 19.5 MI (31.4 KM) TO DUVAL MINE RD (EXIT KM 69),
 CG1212'SOUTHWEST ON DUVAL MINE RD APPROX 0.9 MI (1.4 KM) , (0.4 MILE PAST LA
 CG1212'CANADA DR) TO MARKER.  THE STATION MONUMENT IS NORTHWEST OF DUVAL
 CG1212'MINE ROAD AND A CONCRETE LINED DITCH, 9 FT (2.7 M) NORTHWEST OF
 CG1212'NORTHWEST TOP OF DITCH AND 6 FT (1.8 M) NORTHEAST OF A PROLONGATION
 CG1212'OF A CONCRETE ENERGY DISSIPATER IN CHANNEL BOTTOM.  TOWNSHIP 18
 CG1212'SOUTH, RANGE 13 EAST, SECTION 3, GILA AND SALT RIVER MERIDIAN.
 CG1212'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1212'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1212'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1212'DISTRICT, NN - 56  1990.
 CG1212
 CG1212                          STATION RECOVERY (2006)
 CG1212
 CG1212'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1212'RECOVERED AS DESCRIBED.
 CG1212
 CG1212                          STATION RECOVERY (2007)
 CG1212
 CG1212'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1213 ***********************************************************************
 CG1213  DESIGNATION -  NN   58
 CG1213  PID         -  CG1213
 CG1213  STATE/COUNTY-  AZ/PIMA
 CG1213  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1213
 CG1213                         *CURRENT SURVEY CONTROL
 CG1213  ___________________________________________________________________
 CG1213* NAD 83(2007)-  31 51 21.33643(N)    111 00 45.68769(W)     ADJUSTED  
 CG1213* NAVD 88     -       926.29   (meters)    3039.0    (feet)  LEVELING  
 CG1213  ___________________________________________________________________
 CG1213  EPOCH DATE  -        2007.00
 CG1213  X           -  -1,944,647.085 (meters)                     COMP
 CG1213  Y           -  -5,062,626.839 (meters)                     COMP
 CG1213  Z           -   3,347,345.981 (meters)                     COMP
 CG1213  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CG1213  ELLIP HEIGHT-         896.739 (meters)          (02/10/07) ADJUSTED
 CG1213  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1213
 CG1213  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1213  Type    PID    Designation                      North   East  Ellip
 CG1213  -------------------------------------------------------------------
 CG1213  NETWORK CG1213 NN   58                           0.86   0.71   1.35
 CG1213  -------------------------------------------------------------------
 CG1213  VERT ORDER  -  THIRD ?
 CG1213
 CG1213.The horizontal coordinates were established by GPS observations
 CG1213.and adjusted by the National Geodetic Survey in February 2007.
 CG1213
 CG1213.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1213.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1213.The horizontal coordinates are valid at the epoch date displayed above.
 CG1213.The epoch date for horizontal control is a decimal equivalence
 CG1213.of Year/Month/Day.
 CG1213
 CG1213.The orthometric height was determined by differential leveling.
 CG1213.The vertical network tie was performed by a horz. field party for horz.
 CG1213.obs reductions. Reset procedures were used to establish the elevation.
 CG1213
 CG1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1213
 CG1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1213
 CG1213.The ellipsoidal height was determined by GPS observations
 CG1213.and is referenced to NAD 83.
 CG1213
 CG1213.The geoid height was determined by GEOID03.
 CG1213
 CG1213;                    North         East     Units Scale Factor Converg.
 CG1213;SPC AZ C     -    95,249.173   298,905.826   MT  0.99999022   +0 28 37.7
 CG1213;SPC AZ C     -   312,497.29    980,662.16   iFT  0.99999022   +0 28 37.7
 CG1213;UTM  12      - 3,524,466.516   498,799.394   MT  0.99960002   -0 00 24.1
 CG1213
 CG1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1213!SPC AZ C     -   0.99985921  x   0.99999022  =   0.99984944
 CG1213!UTM  12      -   0.99985921  x   0.99960002  =   0.99945929
 CG1213
 CG1213:                Primary Azimuth Mark                     Grid Az
 CG1213:SPC AZ C     -  NN   59                                  323 48 21.5
 CG1213:UTM  12      -  NN   59                                  324 17 23.3
 CG1213
 CG1213|---------------------------------------------------------------------|
 CG1213| PID    Reference Object                     Distance      Geod. Az  |
 CG1213|                                                           dddmmss.s |
 CG1213| CG1214 NN   59                             APPROX. 0.5 KM 3241659.2 |
 CG1213|---------------------------------------------------------------------|
 CG1213
 CG1213                          SUPERSEDED SURVEY CONTROL
 CG1213
 CG1213  ELLIP H (06/11/02)  896.768  (m)                       GP(       ) 4 2
 CG1213  NAD 83(1992)-  31 51 21.33673(N)    111 00 45.68549(W) AD(       ) 1
 CG1213  ELLIP H (08/23/93)  896.860  (m)                       GP(       ) 4 2
 CG1213  NAD 83(1986)-  31 51 21.33061(N)    111 00 45.68169(W) AD(       ) 1
 CG1213
 CG1213.Superseded values are not recommended for survey control.
 CG1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1213.See file dsdata.txt to determine how the superseded data were derived.
 CG1213
 CG1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9879924467(NAD 83)
 CG1213_MARKER: I = METAL ROD
 CG1213_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1213_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1213_STAMPING: NN - 58 1990
 CG1213_MARK LOGO: PIMACO
 CG1213_PROJECTION: FLUSH
 CG1213_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1213+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1213_ROD/PIPE-DEPTH: 2.54 meters
 CG1213_SLEEVE-DEPTH  : 0.91 meters
 CG1213
 CG1213  HISTORY     - Date     Condition        Report By
 CG1213  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1213  HISTORY     - 20070527 GOOD             GEOCAC
 CG1213
 CG1213                          STATION DESCRIPTION
 CG1213
 CG1213'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1213'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1213'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1213'ON I-19 APPROX 23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM 63), WEST
 CG1213'ON CONTINENTAL RD 1.2 MI (1.9 KM) (0.3 MILE PAST END OF PAVEMENT).
 CG1213'THE STATION MONUMENT IS LOCATED 25 FT (7.6 M) SOUTHWEST OF THE
 CG1213'SOUTHWEST EDGE OF DIRT ROAD.  TOWNSHIP 18 SOUTH, RANGE 13 EAST,
 CG1213'SECTION 16, GILA AND SALT RIVER MERIDIAN.
 CG1213'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1213'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 58  1990, ON
 CG1213'THE RIM.
 CG1213
 CG1213                          STATION RECOVERY (2007)
 CG1213
 CG1213'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1214 ***********************************************************************
 CG1214  DESIGNATION -  NN   59
 CG1214  PID         -  CG1214
 CG1214  STATE/COUNTY-  AZ/PIMA
 CG1214  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1214
 CG1214                         *CURRENT SURVEY CONTROL
 CG1214  ___________________________________________________________________
 CG1214* NAD 83(2007)-  31 51 34.54767(N)    111 00 56.81779(W)     ADJUSTED  
 CG1214* NAVD 88     -       935.35   (meters)    3068.7    (feet)  LEVELING  
 CG1214  ___________________________________________________________________
 CG1214  EPOCH DATE  -        2007.00
 CG1214  X           -  -1,944,845.987 (meters)                     COMP
 CG1214  Y           -  -5,062,328.564 (meters)                     COMP
 CG1214  Z           -   3,347,696.437 (meters)                     COMP
 CG1214  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CG1214  ELLIP HEIGHT-         905.802 (meters)          (02/10/07) ADJUSTED
 CG1214  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1214
 CG1214  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1214  Type    PID    Designation                      North   East  Ellip
 CG1214  -------------------------------------------------------------------
 CG1214  NETWORK CG1214 NN   59                           0.86   0.71   1.33
 CG1214  -------------------------------------------------------------------
 CG1214  VERT ORDER  -  THIRD ?
 CG1214
 CG1214.The horizontal coordinates were established by GPS observations
 CG1214.and adjusted by the National Geodetic Survey in February 2007.
 CG1214
 CG1214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1214.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1214.The horizontal coordinates are valid at the epoch date displayed above.
 CG1214.The epoch date for horizontal control is a decimal equivalence
 CG1214.of Year/Month/Day.
 CG1214
 CG1214.The orthometric height was determined by differential leveling.
 CG1214.The vertical network tie was performed by a horz. field party for horz.
 CG1214.obs reductions. Reset procedures were used to establish the elevation.
 CG1214
 CG1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1214
 CG1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1214
 CG1214.The ellipsoidal height was determined by GPS observations
 CG1214.and is referenced to NAD 83.
 CG1214
 CG1214.The geoid height was determined by GEOID03.
 CG1214
 CG1214;                    North         East     Units Scale Factor Converg.
 CG1214;SPC AZ C     -    95,653.645   298,609.863   MT  0.99998960   +0 28 32.0
 CG1214;SPC AZ C     -   313,824.29    979,691.15   iFT  0.99998960   +0 28 32.0
 CG1214;UTM  12      - 3,524,873.314   498,506.971   MT  0.99960003   -0 00 30.0
 CG1214
 CG1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1214!SPC AZ C     -   0.99985779  x   0.99998960  =   0.99984739
 CG1214!UTM  12      -   0.99985779  x   0.99960003  =   0.99945788
 CG1214
 CG1214:                Primary Azimuth Mark                     Grid Az
 CG1214:SPC AZ C     -  NN   58                                  143 48 21.3
 CG1214:UTM  12      -  NN   58                                  144 17 23.3
 CG1214
 CG1214|---------------------------------------------------------------------|
 CG1214| PID    Reference Object                     Distance      Geod. Az  |
 CG1214|                                                           dddmmss.s |
 CG1214| CG1213 NN   58                             APPROX. 0.5 KM 1441653.3 |
 CG1214|---------------------------------------------------------------------|
 CG1214
 CG1214                          SUPERSEDED SURVEY CONTROL
 CG1214
 CG1214  ELLIP H (06/11/02)  905.831  (m)                       GP(       ) 4 2
 CG1214  NAD 83(1992)-  31 51 34.54797(N)    111 00 56.81559(W) AD(       ) 1
 CG1214  ELLIP H (08/23/93)  905.923  (m)                       GP(       ) 4 2
 CG1214  NAD 83(1986)-  31 51 34.54182(N)    111 00 56.81189(W) AD(       ) 1
 CG1214
 CG1214.Superseded values are not recommended for survey control.
 CG1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1214.See file dsdata.txt to determine how the superseded data were derived.
 CG1214
 CG1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9850724873(NAD 83)
 CG1214_MARKER: A = ALUMINUM MARKER
 CG1214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1214_SP_SET: METAL PIPE IN CONCRETE
 CG1214_STAMPING: NN - 59 1990
 CG1214_MARK LOGO: PIMACO
 CG1214_PROJECTION: FLUSH
 CG1214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1214+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1214_ROD/PIPE-DEPTH: 0.76 meters
 CG1214
 CG1214  HISTORY     - Date     Condition        Report By
 CG1214  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1214  HISTORY     - 20070527 GOOD             GEOCAC
 CG1214
 CG1214                          STATION DESCRIPTION
 CG1214
 CG1214'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1214'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1214'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1214'SOUTH ON I-19 APPROX 23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM 63)
 CG1214', WEST ON CONTINENTAL RD 1.5 MI (2.4 KM) (0.6 MILE PAST END OF
 CG1214'PAVEMENT).  THE STATION MONUMENT IS 23 FT (7.0 M) NORTHEAST OF THE
 CG1214'NORTHEAST EDGE OF DIRT ROAD.  TOWNSHIP 18 SOUTH, RANGE 13 EAST,
 CG1214'SECTION 16, GILA AND SALT RIVER MERIDIAN.
 CG1214'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1214'(30IN) ALUMINUM TUBE IMBEDDED A POURED CONCRETE MASS, STAMPED PIMA
 CG1214'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1214'DISTRICT, NN - 59  1990.
 CG1214
 CG1214                          STATION RECOVERY (2007)
 CG1214
 CG1214'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1215 ***********************************************************************
 CG1215  DESIGNATION -  NN   60
 CG1215  PID         -  CG1215
 CG1215  STATE/COUNTY-  AZ/PIMA
 CG1215  USGS QUAD   -  GREEN VALLEY (1981)
 CG1215
 CG1215                         *CURRENT SURVEY CONTROL
 CG1215  ___________________________________________________________________
 CG1215* NAD 83(2007)-  31 50 31.11293(N)    110 57 40.64556(W)     ADJUSTED  
 CG1215* NAVD 88     -       911.11   (meters)    2989.2    (feet)  LEVELING  
 CG1215  ___________________________________________________________________
 CG1215  EPOCH DATE  -        2007.00
 CG1215  X           -  -1,940,392.032 (meters)                     COMP
 CG1215  Y           -  -5,065,119.737 (meters)                     COMP
 CG1215  Z           -   3,346,023.773 (meters)                     COMP
 CG1215  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CG1215  ELLIP HEIGHT-         881.604 (meters)          (02/10/07) ADJUSTED
 CG1215  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG1215
 CG1215  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1215  Type    PID    Designation                      North   East  Ellip
 CG1215  -------------------------------------------------------------------
 CG1215  NETWORK CG1215 NN   60                           0.86   0.67   1.33
 CG1215  -------------------------------------------------------------------
 CG1215  VERT ORDER  -  THIRD ?
 CG1215
 CG1215.The horizontal coordinates were established by GPS observations
 CG1215.and adjusted by the National Geodetic Survey in February 2007.
 CG1215
 CG1215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1215.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1215.The horizontal coordinates are valid at the epoch date displayed above.
 CG1215.The epoch date for horizontal control is a decimal equivalence
 CG1215.of Year/Month/Day.
 CG1215
 CG1215.The orthometric height was determined by differential leveling.
 CG1215.The vertical network tie was performed by a horz. field party for horz.
 CG1215.obs reductions. Reset procedures were used to establish the elevation.
 CG1215
 CG1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1215
 CG1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1215
 CG1215.The ellipsoidal height was determined by GPS observations
 CG1215.and is referenced to NAD 83.
 CG1215
 CG1215.The geoid height was determined by GEOID03.
 CG1215
 CG1215;                    North         East     Units Scale Factor Converg.
 CG1215;SPC AZ C     -    93,743.951   303,783.821   MT  1.00000081   +0 30 14.7
 CG1215;SPC AZ C     -   307,558.89    996,666.08   iFT  1.00000081   +0 30 14.7
 CG1215;UTM  12      - 3,522,920.775   503,662.583   MT  0.99960017   +0 01 13.5
 CG1215
 CG1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1215!SPC AZ C     -   0.99986159  x   1.00000081  =   0.99986240
 CG1215!UTM  12      -   0.99986159  x   0.99960017  =   0.99946181
 CG1215
 CG1215:                Primary Azimuth Mark                     Grid Az
 CG1215:SPC AZ C     -  NN   61                                  310 40 31.8
 CG1215:UTM  12      -  NN   61                                  311 09 33.0
 CG1215
 CG1215|---------------------------------------------------------------------|
 CG1215| PID    Reference Object                     Distance      Geod. Az  |
 CG1215|                                                           dddmmss.s |
 CG1215| CG1216 NN   61                             463.300 METERS 3111046.5 |
 CG1215|---------------------------------------------------------------------|
 CG1215
 CG1215                          SUPERSEDED SURVEY CONTROL
 CG1215
 CG1215  ELLIP H (06/11/02)  881.634  (m)                       GP(       ) 4 2
 CG1215  NAD 83(1992)-  31 50 31.11451(N)    110 57 40.64403(W) AD(       ) 1
 CG1215  ELLIP H (08/23/93)  881.727  (m)                       GP(       ) 4 2
 CG1215  NAD 83(1986)-  31 50 31.10822(N)    110 57 40.63958(W) AD(       ) 1
 CG1215
 CG1215.Superseded values are not recommended for survey control.
 CG1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1215.See file dsdata.txt to determine how the superseded data were derived.
 CG1215
 CG1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0366322921(NAD 83)
 CG1215_MARKER: I = METAL ROD
 CG1215_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1215_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1215_STAMPING: NN - 60 1990
 CG1215_MARK LOGO: PIMACO
 CG1215_PROJECTION: FLUSH
 CG1215_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1215+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1215_ROD/PIPE-DEPTH: 1.80 meters
 CG1215_SLEEVE-DEPTH  : 0.91 meters
 CG1215
 CG1215  HISTORY     - Date     Condition        Report By
 CG1215  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1215  HISTORY     - 20060316 GOOD             USPSQD
 CG1215
 CG1215                          STATION DESCRIPTION
 CG1215
 CG1215'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1215'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1215'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1215'ON I-19 APPROX 23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM 63), EAST
 CG1215'ON CONTINENTAL ROAD 1.1 MI (1.8 KM) TO CONTINENTAL/WHITE HOUSE CANYON
 CG1215'ROAD (SIGNED - TO MADERA CANYON).  DRIVE SOUTHEAST ON
 CG1215'CONTINENTAL/WHITE HOUSE CANYON ROAD 1.5 MI (2.4 KM) (0.3 MILE PAST
 CG1215'THE CANOA LAND GRANT BOUNDARY). THE STATION MONUMENT IS LOCATED 99 FT
 CG1215'(30.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF PAVEMENT AND 35 FT
 CG1215'(10.7 M) NORTHWEST OF POWER POLE.  TOWNSHIP 18 SOUTH, RANGE 13 EAST,
 CG1215'SECTION 24, GILA AND SALT RIVER MERIDIAN.
 CG1215'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1215'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 60  1990, ON
 CG1215'THE RIM.
 CG1215
 CG1215                          STATION RECOVERY (2006)
 CG1215
 CG1215'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1215'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1216 ***********************************************************************
 CG1216  DESIGNATION -  NN   61
 CG1216  PID         -  CG1216
 CG1216  STATE/COUNTY-  AZ/PIMA
 CG1216  USGS QUAD   -  GREEN VALLEY (1981)
 CG1216
 CG1216                         *CURRENT SURVEY CONTROL
 CG1216  ___________________________________________________________________
 CG1216* NAD 83(2007)-  31 50 41.01649(N)    110 57 53.90814(W)     ADJUSTED  
 CG1216* NAVD 88     -       904.74   (meters)    2968.3    (feet)  LEVELING  
 CG1216  ___________________________________________________________________
 CG1216  EPOCH DATE  -        2007.00
 CG1216  X           -  -1,940,658.180 (meters)                     COMP
 CG1216  Y           -  -5,064,839.599 (meters)                     COMP
 CG1216  Z           -   3,346,279.576 (meters)                     COMP
 CG1216  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CG1216  ELLIP HEIGHT-         875.229 (meters)          (02/10/07) ADJUSTED
 CG1216  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG1216
 CG1216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1216  Type    PID    Designation                      North   East  Ellip
 CG1216  -------------------------------------------------------------------
 CG1216  NETWORK CG1216 NN   61                           0.86   0.67   1.35
 CG1216  -------------------------------------------------------------------
 CG1216  VERT ORDER  -  THIRD ?
 CG1216
 CG1216.The horizontal coordinates were established by GPS observations
 CG1216.and adjusted by the National Geodetic Survey in February 2007.
 CG1216
 CG1216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1216.The horizontal coordinates are valid at the epoch date displayed above.
 CG1216.The epoch date for horizontal control is a decimal equivalence
 CG1216.of Year/Month/Day.
 CG1216
 CG1216.The orthometric height was determined by differential leveling.
 CG1216.The vertical network tie was performed by a horz. field party for horz.
 CG1216.obs reductions. Reset procedures were used to establish the elevation.
 CG1216
 CG1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1216
 CG1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1216
 CG1216.The ellipsoidal height was determined by GPS observations
 CG1216.and is referenced to NAD 83.
 CG1216
 CG1216.The geoid height was determined by GEOID03.
 CG1216
 CG1216;                    North         East     Units Scale Factor Converg.
 CG1216;SPC AZ C     -    94,045.919   303,432.447   MT  1.00000003   +0 30 07.8
 CG1216;SPC AZ C     -   308,549.60    995,513.28   iFT  1.00000003   +0 30 07.8
 CG1216;UTM  12      - 3,523,225.576   503,313.911   MT  0.99960014   +0 01 06.5
 CG1216
 CG1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1216!SPC AZ C     -   0.99986259  x   1.00000003  =   0.99986262
 CG1216!UTM  12      -   0.99986259  x   0.99960014  =   0.99946279
 CG1216
 CG1216:                Primary Azimuth Mark                     Grid Az
 CG1216:SPC AZ C     -  NN   60                                  130 40 31.7
 CG1216:UTM  12      -  NN   60                                  131 09 33.0
 CG1216
 CG1216|---------------------------------------------------------------------|
 CG1216| PID    Reference Object                     Distance      Geod. Az  |
 CG1216|                                                           dddmmss.s |
 CG1216| CG1215 NN   60                             463.300 METERS 1311039.5 |
 CG1216|---------------------------------------------------------------------|
 CG1216
 CG1216                          SUPERSEDED SURVEY CONTROL
 CG1216
 CG1216  ELLIP H (06/11/02)  875.259  (m)                       GP(       ) 4 2
 CG1216  NAD 83(1992)-  31 50 41.01806(N)    110 57 53.90661(W) AD(       ) 1
 CG1216  ELLIP H (08/23/93)  875.353  (m)                       GP(       ) 4 2
 CG1216  NAD 83(1986)-  31 50 41.01178(N)    110 57 53.90215(W) AD(       ) 1
 CG1216
 CG1216.Superseded values are not recommended for survey control.
 CG1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1216.See file dsdata.txt to determine how the superseded data were derived.
 CG1216
 CG1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0331423226(NAD 83)
 CG1216_MARKER: A = ALUMINUM MARKER
 CG1216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1216_SP_SET: METAL PIPE IN CONCRETE
 CG1216_STAMPING: NN - 61 1990
 CG1216_MARK LOGO: PIMACO
 CG1216_PROJECTION: FLUSH
 CG1216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1216+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1216_ROD/PIPE-DEPTH: 0.76 meters
 CG1216
 CG1216  HISTORY     - Date     Condition        Report By
 CG1216  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1216  HISTORY     - 19910109 GOOD
 CG1216  HISTORY     - 20060316 GOOD             USPSQD
 CG1216
 CG1216                          STATION DESCRIPTION
 CG1216
 CG1216'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1216'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1216'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1216'SOUTH ON I-19 APPROX 23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM 63)
 CG1216', EAST ON CONTINENTAL ROAD 1.1 MI (1.8 KM) TO CONTINENTAL/WHITE HOUSE
 CG1216'CANYON ROAD (SIGNED - TO MADERA CANYON), TRAVEL SOUTHEAST ON
 CG1216'CONTINENTAL/WHITE HOUSE CANYON ROAD 1.2 MI (1.9 KM) TO THE CANOA LAND
 CG1216'GRANT BOUNDARY.  THE STATION MONUMENT IS 45 FT (13.7 M) NORTH OF THE
 CG1216'NORTH EDGE OF PAVEMENT AND 4 FT (1.2 M) SOUTHEAST OF FENCE CORNER.
 CG1216'TOWNSHIP 18 SOUTH, RANGE 13 EAST, SECTION 24, GILA AND SALT RIVER
 CG1216'MERIDIAN.
 CG1216'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1216'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS STAMPED, PIMA
 CG1216'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1216'DISTRICT, NN - 61  1990.
 CG1216
 CG1216                          STATION RECOVERY (1991)
 CG1216
 CG1216'RECOVERED 1991
 CG1216'RECOVERED IN GOOD CONDITION.
 CG1216
 CG1216                          STATION RECOVERY (2006)
 CG1216
 CG1216'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1216'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1217 ***********************************************************************
 CG1217  DESIGNATION -  NN   63
 CG1217  PID         -  CG1217
 CG1217  STATE/COUNTY-  AZ/PIMA
 CG1217  USGS QUAD   -  GREEN VALLEY (1981)
 CG1217
 CG1217                         *CURRENT SURVEY CONTROL
 CG1217  ___________________________________________________________________
 CG1217* NAD 83(2007)-  31 48 55.47691(N)    110 57 36.28391(W)     ADJUSTED  
 CG1217* NAVD 88     -       940.34   (meters)    3085.1    (feet)  LEVELING  
 CG1217  ___________________________________________________________________
 CG1217  EPOCH DATE  -        2007.00
 CG1217  X           -  -1,940,849.621 (meters)                     COMP
 CG1217  Y           -  -5,066,634.920 (meters)                     COMP
 CG1217  Z           -   3,343,536.125 (meters)                     COMP
 CG1217  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 CG1217  ELLIP HEIGHT-         910.897 (meters)          (02/10/07) ADJUSTED
 CG1217  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CG1217
 CG1217  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1217  Type    PID    Designation                      North   East  Ellip
 CG1217  -------------------------------------------------------------------
 CG1217  NETWORK CG1217 NN   63                           0.84   0.67   1.37
 CG1217  -------------------------------------------------------------------
 CG1217  VERT ORDER  -  THIRD ?
 CG1217
 CG1217.The horizontal coordinates were established by GPS observations
 CG1217.and adjusted by the National Geodetic Survey in February 2007.
 CG1217
 CG1217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1217.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1217.The horizontal coordinates are valid at the epoch date displayed above.
 CG1217.The epoch date for horizontal control is a decimal equivalence
 CG1217.of Year/Month/Day.
 CG1217
 CG1217.The orthometric height was determined by differential leveling.
 CG1217.The vertical network tie was performed by a horz. field party for horz.
 CG1217.obs reductions. Reset procedures were used to establish the elevation.
 CG1217
 CG1217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1217
 CG1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1217
 CG1217.The ellipsoidal height was determined by GPS observations
 CG1217.and is referenced to NAD 83.
 CG1217
 CG1217.The geoid height was determined by GEOID03.
 CG1217
 CG1217;                    North         East     Units Scale Factor Converg.
 CG1217;SPC AZ C     -    90,799.381   303,924.435   MT  1.00000112   +0 30 15.6
 CG1217;SPC AZ C     -   297,898.23    997,127.41   iFT  1.00000112   +0 30 15.6
 CG1217;UTM  12      - 3,519,976.304   503,778.300   MT  0.99960018   +0 01 15.8
 CG1217
 CG1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1217!SPC AZ C     -   0.99985699  x   1.00000112  =   0.99985811
 CG1217!UTM  12      -   0.99985699  x   0.99960018  =   0.99945723
 CG1217
 CG1217:                Primary Azimuth Mark                     Grid Az
 CG1217:SPC AZ C     -  NN   64                                  108 29 18.6
 CG1217:UTM  12      -  NN   64                                  108 58 18.4
 CG1217
 CG1217|---------------------------------------------------------------------|
 CG1217| PID    Reference Object                     Distance      Geod. Az  |
 CG1217|                                                           dddmmss.s |
 CG1217| CG1218 NN   64                             APPROX. 0.5 KM 1085934.2 |
 CG1217|---------------------------------------------------------------------|
 CG1217
 CG1217                          SUPERSEDED SURVEY CONTROL
 CG1217
 CG1217  ELLIP H (06/11/02)  910.929  (m)                       GP(       ) 4 2
 CG1217  NAD 83(1992)-  31 48 55.47854(N)    110 57 36.28238(W) AD(       ) 1
 CG1217  ELLIP H (08/23/93)  911.022  (m)                       GP(       ) 4 2
 CG1217  NAD 83(1986)-  31 48 55.47212(N)    110 57 36.27790(W) AD(       ) 1
 CG1217
 CG1217.Superseded values are not recommended for survey control.
 CG1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1217.See file dsdata.txt to determine how the superseded data were derived.
 CG1217
 CG1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0377819976(NAD 83)
 CG1217_MARKER: I = METAL ROD
 CG1217_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1217_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1217_STAMPING: NN - 63 1990
 CG1217_MARK LOGO: PIMACO
 CG1217_PROJECTION: FLUSH
 CG1217_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1217+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1217_ROD/PIPE-DEPTH: 1.30 meters
 CG1217_SLEEVE-DEPTH  : 0.91 meters
 CG1217
 CG1217  HISTORY     - Date     Condition        Report By
 CG1217  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1217
 CG1217                          STATION DESCRIPTION
 CG1217
 CG1217'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1217'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1217'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1217'SOUTH ON I-19 APPROX 23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM 63)
 CG1217', EAST ON CONTINENTAL ROAD 1.1 MI (1.8 KM) TO CONTINENTAL/WHITE HOUSE
 CG1217'CANYON ROAD (SIGNED - TO MADERA CANYON), SOUTHEAST ON WHITE HOUSE
 CG1217'CANYON RD 3.7 MI (6.0 KM) TO A POWER LINE DIRT ROAD LEADING SOUTH.
 CG1217'TRAVEL SOUTHERLY ON THE DIRT ROAD 1.4 MI (2.3 KM) TO A DIM DIRT ROAD
 CG1217'ON THE RIGHT.  TRAVEL WESTERLY 1.0 MI (1.6 KM) TO MONUMENT, 15 FT
 CG1217'(4.6 M) SOUTH OF ROAD, 6 FT (1.8 M) EAST OF A BARBED WIRE FENCE
 CG1217'CORNER, 2 FT (0.6 M) SOUTH OF A WITNESS POST.  TOWNSHIP 18 SOUTH,
 CG1217'RANGE 14 EAST, SECTION 31, GILA AND SALT RIVER MERIDIAN.
 CG1217'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1217'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 63  1990, ON
 CG1217'THE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1218 ***********************************************************************
 CG1218  DESIGNATION -  NN   64
 CG1218  PID         -  CG1218
 CG1218  STATE/COUNTY-  AZ/PIMA
 CG1218  USGS QUAD   -  GREEN VALLEY (1981)
 CG1218
 CG1218                         *CURRENT SURVEY CONTROL
 CG1218  ___________________________________________________________________
 CG1218* NAD 83(2007)-  31 48 49.78463(N)    110 57 16.91737(W)     ADJUSTED  
 CG1218* NAVD 88     -       951.16   (meters)    3120.6    (feet)  LEVELING  
 CG1218  ___________________________________________________________________
 CG1218  EPOCH DATE  -        2007.00
 CG1218  X           -  -1,940,410.250 (meters)                     COMP
 CG1218  Y           -  -5,066,912.053 (meters)                     COMP
 CG1218  Z           -   3,343,392.829 (meters)                     COMP
 CG1218  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 CG1218  ELLIP HEIGHT-         921.732 (meters)          (02/10/07) ADJUSTED
 CG1218  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CG1218
 CG1218  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1218  Type    PID    Designation                      North   East  Ellip
 CG1218  -------------------------------------------------------------------
 CG1218  NETWORK CG1218 NN   64                           0.84   0.65   1.35
 CG1218  -------------------------------------------------------------------
 CG1218  VERT ORDER  -  THIRD ?
 CG1218
 CG1218.The horizontal coordinates were established by GPS observations
 CG1218.and adjusted by the National Geodetic Survey in February 2007.
 CG1218
 CG1218.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1218.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1218.The horizontal coordinates are valid at the epoch date displayed above.
 CG1218.The epoch date for horizontal control is a decimal equivalence
 CG1218.of Year/Month/Day.
 CG1218
 CG1218.The orthometric height was determined by differential leveling.
 CG1218.The vertical network tie was performed by a horz. field party for horz.
 CG1218.obs reductions. Reset procedures were used to establish the elevation.
 CG1218
 CG1218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1218
 CG1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1218
 CG1218.The ellipsoidal height was determined by GPS observations
 CG1218.and is referenced to NAD 83.
 CG1218
 CG1218.The geoid height was determined by GEOID03.
 CG1218
 CG1218;                    North         East     Units Scale Factor Converg.
 CG1218;SPC AZ C     -    90,628.556   304,435.319   MT  1.00000227   +0 30 25.7
 CG1218;SPC AZ C     -   297,337.78    998,803.54   iFT  1.00000227   +0 30 25.7
 CG1218;UTM  12      - 3,519,801.246   504,287.520   MT  0.99960023   +0 01 26.0
 CG1218
 CG1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1218!SPC AZ C     -   0.99985529  x   1.00000227  =   0.99985756
 CG1218!UTM  12      -   0.99985529  x   0.99960023  =   0.99945558
 CG1218
 CG1218:                Primary Azimuth Mark                     Grid Az
 CG1218:SPC AZ C     -  NN   63                                  288 29 18.7
 CG1218:UTM  12      -  NN   63                                  288 58 18.4
 CG1218
 CG1218|---------------------------------------------------------------------|
 CG1218| PID    Reference Object                     Distance      Geod. Az  |
 CG1218|                                                           dddmmss.s |
 CG1218| CG1217 NN   63                             APPROX. 0.5 KM 2885944.4 |
 CG1218|---------------------------------------------------------------------|
 CG1218
 CG1218                          SUPERSEDED SURVEY CONTROL
 CG1218
 CG1218  ELLIP H (06/11/02)  921.763  (m)                       GP(       ) 4 2
 CG1218  NAD 83(1992)-  31 48 49.78625(N)    110 57 16.91584(W) AD(       ) 1
 CG1218  ELLIP H (08/23/93)  921.857  (m)                       GP(       ) 4 2
 CG1218  NAD 83(1986)-  31 48 49.77985(N)    110 57 16.91130(W) AD(       ) 1
 CG1218
 CG1218.Superseded values are not recommended for survey control.
 CG1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1218.See file dsdata.txt to determine how the superseded data were derived.
 CG1218
 CG1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0428819801(NAD 83)
 CG1218_MARKER: A = ALUMINUM MARKER
 CG1218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1218_SP_SET: METAL PIPE IN CONCRETE
 CG1218_STAMPING: NN - 64 1990
 CG1218_MARK LOGO: PIMACO
 CG1218_PROJECTION: FLUSH
 CG1218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1218+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1218_ROD/PIPE-DEPTH: 0.76 meters
 CG1218
 CG1218  HISTORY     - Date     Condition        Report By
 CG1218  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1218
 CG1218                          STATION DESCRIPTION
 CG1218
 CG1218'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1218'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1218'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1218'SOUTH ON I-19 APPROX  23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM
 CG1218'63), EAST ON CONTINENTAL RD 1.1 MI (1.8 KM) TO CONTINENTAL/WHITE
 CG1218'HOUSE CANYON RD (SIGNED - TO MADERA CANYON), SOUTHEAST ON
 CG1218'CONTINENTAL/WHITE HOUSE CANYON ROAD 3.7 MI (6.0 KM) TO A POWER LINE
 CG1218'DIRT ROAD HEADING SOUTH.  TRAVEL SOUTHERLY ON THE DIRT ROAD 1.4 MI
 CG1218'(2.3 KM) TO A DIM DIRT ROAD ON THE RIGHT.  TRAVEL WESTERLY 0.7 MI
 CG1218'(1.1 KM) TO MONUMENT, 22 FT (6.7 M) SOUTH OF THE SOUTH EDGE OF ROAD,
 CG1218'2 FT (0.6 M) SOUTH OF WITNESS POST.  TOWNSHIP 18 SOUTH, RANGE 14
 CG1218'EAST, SECTION 31, GILA AND SALT RIVER MERIDIAN.
 CG1218'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1218'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1218'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1218'DISTRICT, NN - 64  1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1219 ***********************************************************************
 CG1219  DESIGNATION -  NN   65
 CG1219  PID         -  CG1219
 CG1219  STATE/COUNTY-  AZ/PIMA
 CG1219  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1219
 CG1219                         *CURRENT SURVEY CONTROL
 CG1219  ___________________________________________________________________
 CG1219* NAD 83(2007)-  31 49 12.65701(N)    111 01 31.25102(W)     ADJUSTED  
 CG1219* NAVD 88     -       942.09   (meters)    3090.8    (feet)  LEVELING  
 CG1219  ___________________________________________________________________
 CG1219  EPOCH DATE  -        2007.00
 CG1219  X           -  -1,946,520.420 (meters)                     COMP
 CG1219  Y           -  -5,064,161.555 (meters)                     COMP
 CG1219  Z           -   3,343,986.696 (meters)                     COMP
 CG1219  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CG1219  ELLIP HEIGHT-         912.529 (meters)          (02/10/07) ADJUSTED
 CG1219  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG1219
 CG1219  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1219  Type    PID    Designation                      North   East  Ellip
 CG1219  -------------------------------------------------------------------
 CG1219  NETWORK CG1219 NN   65                           0.84   0.67   1.33
 CG1219  -------------------------------------------------------------------
 CG1219  VERT ORDER  -  THIRD ?
 CG1219
 CG1219.The horizontal coordinates were established by GPS observations
 CG1219.and adjusted by the National Geodetic Survey in February 2007.
 CG1219
 CG1219.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1219.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1219.The horizontal coordinates are valid at the epoch date displayed above.
 CG1219.The epoch date for horizontal control is a decimal equivalence
 CG1219.of Year/Month/Day.
 CG1219
 CG1219.The orthometric height was determined by differential leveling.
 CG1219.The vertical network tie was performed by a horz. field party for horz.
 CG1219.obs reductions. Reset procedures were used to establish the elevation.
 CG1219
 CG1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1219
 CG1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1219
 CG1219.The ellipsoidal height was determined by GPS observations
 CG1219.and is referenced to NAD 83.
 CG1219
 CG1219.The geoid height was determined by GEOID03.
 CG1219
 CG1219;                    North         East     Units Scale Factor Converg.
 CG1219;SPC AZ C     -    91,275.982   297,740.590   MT  0.99998778   +0 28 11.9
 CG1219;SPC AZ C     -   299,461.88    976,839.21   iFT  0.99998778   +0 28 11.9
 CG1219;UTM  12      - 3,520,504.843   497,601.132   MT  0.99960007   -0 00 48.1
 CG1219
 CG1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1219!SPC AZ C     -   0.99985673  x   0.99998778  =   0.99984452
 CG1219!UTM  12      -   0.99985673  x   0.99960007  =   0.99945686
 CG1219
 CG1219:                Primary Azimuth Mark                     Grid Az
 CG1219:SPC AZ C     -  NN   66                                  200 46 25.6
 CG1219:UTM  12      -  NN   66                                  201 15 25.6
 CG1219
 CG1219|---------------------------------------------------------------------|
 CG1219| PID    Reference Object                     Distance      Geod. Az  |
 CG1219|                                                           dddmmss.s |
 CG1219| CG1220 NN   66                             APPROX. 0.7 KM 2011437.5 |
 CG1219|---------------------------------------------------------------------|
 CG1219
 CG1219                          SUPERSEDED SURVEY CONTROL
 CG1219
 CG1219  ELLIP H (06/11/02)  912.561  (m)                       GP(       ) 4 2
 CG1219  NAD 83(1992)-  31 49 12.65755(N)    111 01 31.24883(W) AD(       ) 1
 CG1219  ELLIP H (08/23/93)  912.654  (m)                       GP(       ) 4 2
 CG1219  NAD 83(1986)-  31 49 12.65105(N)    111 01 31.24509(W) AD(       ) 1
 CG1219
 CG1219.Superseded values are not recommended for survey control.
 CG1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1219.See file dsdata.txt to determine how the superseded data were derived.
 CG1219
 CG1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9760120505(NAD 83)
 CG1219_MARKER: I = METAL ROD
 CG1219_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1219_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1219_STAMPING: NN - 65 1990
 CG1219_MARK LOGO: PIMACO
 CG1219_PROJECTION: FLUSH
 CG1219_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1219+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1219_ROD/PIPE-DEPTH: 1.55 meters
 CG1219_SLEEVE-DEPTH  : 0.91 meters
 CG1219
 CG1219  HISTORY     - Date     Condition        Report By
 CG1219  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1219
 CG1219                          STATION DESCRIPTION
 CG1219
 CG1219'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1219'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1219'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1219'ON I-19 APPROX 23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM 63), EXIT
 CG1219'TO WEST FRONTAGE ROAD AND TRAVEL SOUTH 1.8 MI (2.9 KM) TO CAMINO
 CG1219'ENCANTO, TURN RIGHT (WESTERLY) 0.5 MI (0.8 KM) TO CAMINO DEL SOL,
 CG1219'TURN LEFT (SOUTH) 0.8 MI (1.3 KM) TO VIA DE LA GLORIA.  TURN RIGHT
 CG1219'(WESTERLY) 0.4 MI (0.6 KM) TO VIA DE LA RAMITA, TURN LEFT (SOUTH) 0.1
 CG1219'MI (0.2 KM) TO HOUSE NO. 3490 ON THE RIGHT (WEST) SIDE OF ROAD.  THE
 CG1219'STATION MARK IS BEHIND (WEST) OF HOUSE, 110 FT (33.5 M) WEST OF A
 CG1219'WALL FOR HOUSE, 3 FT (0.9 M) EAST OF BARBED WIRE FENCE, 55 FT
 CG1219'(16.8 M) WEST OF A POWER POLE.  TOWNSHIP 18 SOUTH, RANGE 13 EAST,
 CG1219'SECTION 33, GILA AND SALT RIVER MERIDIAN.
 CG1219'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1219'LUBRICATED SLEEVE IN AN ALUMINUM CASTING, STAMPED, NN - 65  1990 ON
 CG1219'THE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1220 ***********************************************************************
 CG1220  DESIGNATION -  NN   66
 CG1220  PID         -  CG1220
 CG1220  STATE/COUNTY-  AZ/PIMA
 CG1220  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1220
 CG1220                         *CURRENT SURVEY CONTROL
 CG1220  ___________________________________________________________________
 CG1220* NAD 83(2007)-  31 48 51.88793(N)    111 01 40.70653(W)     ADJUSTED  
 CG1220* NAVD 88     -       940.06   (meters)    3084.2    (feet)  LEVELING  
 CG1220  ___________________________________________________________________
 CG1220  EPOCH DATE  -        2007.00
 CG1220  X           -  -1,946,872.981 (meters)                     COMP
 CG1220  Y           -  -5,064,385.551 (meters)                     COMP
 CG1220  Z           -   3,343,441.963 (meters)                     COMP
 CG1220  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CG1220  ELLIP HEIGHT-         910.493 (meters)          (02/10/07) ADJUSTED
 CG1220  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG1220
 CG1220  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1220  Type    PID    Designation                      North   East  Ellip
 CG1220  -------------------------------------------------------------------
 CG1220  NETWORK CG1220 NN   66                           0.86   0.69   1.33
 CG1220  -------------------------------------------------------------------
 CG1220  VERT ORDER  -  THIRD ?
 CG1220
 CG1220.The horizontal coordinates were established by GPS observations
 CG1220.and adjusted by the National Geodetic Survey in February 2007.
 CG1220
 CG1220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1220.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1220.The horizontal coordinates are valid at the epoch date displayed above.
 CG1220.The epoch date for horizontal control is a decimal equivalence
 CG1220.of Year/Month/Day.
 CG1220
 CG1220.The orthometric height was determined by differential leveling.
 CG1220.The vertical network tie was performed by a horz. field party for horz.
 CG1220.obs reductions. Reset procedures were used to establish the elevation.
 CG1220
 CG1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1220
 CG1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1220
 CG1220.The ellipsoidal height was determined by GPS observations
 CG1220.and is referenced to NAD 83.
 CG1220
 CG1220.The geoid height was determined by GEOID03.
 CG1220
 CG1220;                    North         East     Units Scale Factor Converg.
 CG1220;SPC AZ C     -    90,634.267   297,497.161   MT  0.99998728   +0 28 06.7
 CG1220;SPC AZ C     -   297,356.52    976,040.55   iFT  0.99998728   +0 28 06.7
 CG1220;UTM  12      - 3,519,865.451   497,352.394   MT  0.99960009   -0 00 53.1
 CG1220
 CG1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1220!SPC AZ C     -   0.99985705  x   0.99998728  =   0.99984434
 CG1220!UTM  12      -   0.99985705  x   0.99960009  =   0.99945720
 CG1220
 CG1220:                Primary Azimuth Mark                     Grid Az
 CG1220:SPC AZ C     -  NN   65                                  020 46 25.9
 CG1220:UTM  12      -  NN   65                                  021 15 25.7
 CG1220
 CG1220|---------------------------------------------------------------------|
 CG1220| PID    Reference Object                     Distance      Geod. Az  |
 CG1220|                                                           dddmmss.s |
 CG1220| CG1219 NN   65                             APPROX. 0.7 KM 0211432.6 |
 CG1220|---------------------------------------------------------------------|
 CG1220
 CG1220                          SUPERSEDED SURVEY CONTROL
 CG1220
 CG1220  ELLIP H (06/11/02)  910.526  (m)                       GP(       ) 4 2
 CG1220  NAD 83(1992)-  31 48 51.88847(N)    111 01 40.70433(W) AD(       ) 1
 CG1220  ELLIP H (08/23/93)  910.618  (m)                       GP(       ) 4 2
 CG1220  NAD 83(1986)-  31 48 51.88197(N)    111 01 40.70059(W) AD(       ) 1
 CG1220
 CG1220.Superseded values are not recommended for survey control.
 CG1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1220.See file dsdata.txt to determine how the superseded data were derived.
 CG1220
 CG1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9735219865(NAD 83)
 CG1220_MARKER: A = ALUMINUM MARKER
 CG1220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1220_SP_SET: METAL PIPE IN CONCRETE
 CG1220_STAMPING: NN - 66 1990
 CG1220_MARK LOGO: PIMACO
 CG1220_PROJECTION: FLUSH
 CG1220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1220+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1220_ROD/PIPE-DEPTH: 0.76 meters
 CG1220
 CG1220  HISTORY     - Date     Condition        Report By
 CG1220  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1220
 CG1220                          STATION DESCRIPTION
 CG1220
 CG1220'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1220'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1220'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1220'SOUTH ON I-19 APPROX 23.3 MI (37.5 KM) TO CONTINENTAL RD (EXIT KM 63)
 CG1220', EXIT WEST TO FRONTAGE ROAD AND TRAVEL SOUTH 1.8 MI (2.9 KM) TO
 CG1220'CAMINO ENCANTO.  TURN RIGHT (WEST) 0.5 MI (0.8 KM) TO CAMINO DEL SOL,
 CG1220'LEFT (SOUTH) 1.0 MI (1.6 KM) TO CAMINO ESTELAR, RIGHT (WEST) 0.1 MI
 CG1220'(0.2 KM) TO VIA DEL TROGON, LEFT (SOUTH) 0.5 MI (0.8 KM) WHILE ROAD
 CG1220'TURNS RIGHT (WEST) AND BECOMES VIA DEL PICAMADEROS TO END OF ROAD.
 CG1220'THE SURVEY MONUMENT IS APPROX 170 FT (51.8 M) WEST OF END RD, 60 FT
 CG1220'(18.3 M) NORTH OF A BRICK BUILDING (REST ROOMS FOR GOLF COURSE) AND 3
 CG1220'FT (0.9 M) EAST OF BARBED WIRE FENCE.  TOWNSHIP 18 SOUTH, RANGE 13
 CG1220'EAST, SECTION 33, GILA AND SALT RIVER MERIDIAN.
 CG1220'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1220'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1220'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1220'DISTRICT, NN - 66  1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1221 ***********************************************************************
 CG1221  DESIGNATION -  NN   68
 CG1221  PID         -  CG1221
 CG1221  STATE/COUNTY-  AZ/PIMA
 CG1221  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1221
 CG1221                         *CURRENT SURVEY CONTROL
 CG1221  ___________________________________________________________________
 CG1221* NAD 83(2007)-  31 46 10.61873(N)    111 03 00.59563(W)     ADJUSTED  
 CG1221* NAVD 88     -       955.49   (meters)    3134.8    (feet)  LEVELING  
 CG1221  ___________________________________________________________________
 CG1221  EPOCH DATE  -        2007.00
 CG1221  X           -  -1,949,779.127 (meters)                     COMP
 CG1221  Y           -  -5,066,085.953 (meters)                     COMP
 CG1221  Z           -   3,339,227.470 (meters)                     COMP
 CG1221  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CG1221  ELLIP HEIGHT-         925.862 (meters)          (02/10/07) ADJUSTED
 CG1221  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG1221
 CG1221  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1221  Type    PID    Designation                      North   East  Ellip
 CG1221  -------------------------------------------------------------------
 CG1221  NETWORK CG1221 NN   68                           0.74   0.63   1.31
 CG1221  -------------------------------------------------------------------
 CG1221  VERT ORDER  -  THIRD ?
 CG1221
 CG1221.The horizontal coordinates were established by GPS observations
 CG1221.and adjusted by the National Geodetic Survey in February 2007.
 CG1221
 CG1221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1221.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1221.The horizontal coordinates are valid at the epoch date displayed above.
 CG1221.The epoch date for horizontal control is a decimal equivalence
 CG1221.of Year/Month/Day.
 CG1221
 CG1221.The orthometric height was determined by differential leveling.
 CG1221.The vertical network tie was performed by a horz. field party for horz.
 CG1221.obs reductions. Reset procedures were used to establish the elevation.
 CG1221
 CG1221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1221
 CG1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1221
 CG1221.The ellipsoidal height was determined by GPS observations
 CG1221.and is referenced to NAD 83.
 CG1221
 CG1221.The geoid height was determined by GEOID03.
 CG1221
 CG1221;                    North         East     Units Scale Factor Converg.
 CG1221;SPC AZ C     -    85,650.308   295,435.689   MT  0.99998305   +0 27 22.5
 CG1221;SPC AZ C     -   281,004.95    969,277.19   iFT  0.99998305   +0 27 22.5
 CG1221;UTM  12      - 3,514,900.958   495,249.795   MT  0.99960028   -0 01 35.1
 CG1221
 CG1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1221!SPC AZ C     -   0.99985464  x   0.99998305  =   0.99983769
 CG1221!UTM  12      -   0.99985464  x   0.99960028  =   0.99945498
 CG1221
 CG1221:                Primary Azimuth Mark                     Grid Az
 CG1221:SPC AZ C     -  NN   69                                  113 49 55.3
 CG1221:UTM  12      -  NN   69                                  114 18 52.9
 CG1221
 CG1221|---------------------------------------------------------------------|
 CG1221| PID    Reference Object                     Distance      Geod. Az  |
 CG1221|                                                           dddmmss.s |
 CG1221| CG1222 NN   69                             APPROX. 0.6 KM 1141717.8 |
 CG1221|---------------------------------------------------------------------|
 CG1221
 CG1221                          SUPERSEDED SURVEY CONTROL
 CG1221
 CG1221  ELLIP H (06/11/02)  925.900  (m)                       GP(       ) 4 2
 CG1221  NAD 83(1992)-  31 46 10.61947(N)    111 03 00.59344(W) AD(       ) 1
 CG1221  ELLIP H (08/23/93)  925.988  (m)                       GP(       ) 4 2
 CG1221  NAD 83(1986)-  31 46 10.61264(N)    111 03 00.58989(W) AD(       ) 1
 CG1221
 CG1221.Superseded values are not recommended for survey control.
 CG1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1221.See file dsdata.txt to determine how the superseded data were derived.
 CG1221
 CG1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9525014901(NAD 83)
 CG1221_MARKER: I = METAL ROD
 CG1221_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1221_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1221_STAMPING: NN - 68 1990
 CG1221_MARK LOGO: PIMACO
 CG1221_PROJECTION: FLUSH
 CG1221_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1221+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1221_ROD/PIPE-DEPTH: 1.93 meters
 CG1221_SLEEVE-DEPTH  : 0.91 meters
 CG1221
 CG1221  HISTORY     - Date     Condition        Report By
 CG1221  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1221
 CG1221                          STATION DESCRIPTION
 CG1221
 CG1221'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1221'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1221'258), TRAVEL EAST (SOUTH) APPROX 2 MI (3.2 KM) TO I-19, SOUTH ON I-19
 CG1221'APPROX 28 MILES TO THE CANOA ROAD EXIT (KM 56), EXIT WEST TO FRONTAGE
 CG1221'ROAD AND TRAVEL SOUTH 2.5 MI (4.0 KM) TO ARIZONA GAME AND FISH GATE
 CG1221'36A ON THE RIGHT, DRIVE WEST 1.0 MI (1.6 KM) ON DIRT ROAD TO ANOTHER
 CG1221'GATE.  THE STATION MONUMENT IS 25 FT (7.6 M) SOUTH OF CENTERLINE OF
 CG1221'ROAD AND 5 FT (1.5 M) EAST OF FENCE.  TOWNSHIP 19 SOUTH, RANGE 13
 CG1221'EAST, SECTION 19, GILA AND SALT RIVER MERIDIAN.
 CG1221'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1221'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 68  1990, ON
 CG1221'THE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1222 ***********************************************************************
 CG1222  DESIGNATION -  NN   69
 CG1222  PID         -  CG1222
 CG1222  STATE/COUNTY-  AZ/PIMA
 CG1222  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1222
 CG1222                         *CURRENT SURVEY CONTROL
 CG1222  ___________________________________________________________________
 CG1222* NAD 83(2007)-  31 46 02.14251(N)    111 02 38.61150(W)     ADJUSTED  
 CG1222* NAVD 88     -       947.60   (meters)    3108.9    (feet)  LEVELING  
 CG1222  ___________________________________________________________________
 CG1222  EPOCH DATE  -        2007.00
 CG1222  X           -  -1,949,286.118 (meters)                     COMP
 CG1222  Y           -  -5,066,415.777 (meters)                     COMP
 CG1222  Z           -   3,339,001.322 (meters)                     COMP
 CG1222  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CG1222  ELLIP HEIGHT-         917.971 (meters)          (02/10/07) ADJUSTED
 CG1222  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG1222
 CG1222  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1222  Type    PID    Designation                      North   East  Ellip
 CG1222  -------------------------------------------------------------------
 CG1222  NETWORK CG1222 NN   69                           0.76   0.65   1.31
 CG1222  -------------------------------------------------------------------
 CG1222  VERT ORDER  -  THIRD ?
 CG1222
 CG1222.The horizontal coordinates were established by GPS observations
 CG1222.and adjusted by the National Geodetic Survey in February 2007.
 CG1222
 CG1222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1222.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1222.The horizontal coordinates are valid at the epoch date displayed above.
 CG1222.The epoch date for horizontal control is a decimal equivalence
 CG1222.of Year/Month/Day.
 CG1222
 CG1222.The orthometric height was determined by differential leveling.
 CG1222.The vertical network tie was performed by a horz. field party for horz.
 CG1222.obs reductions. Reset procedures were used to establish the elevation.
 CG1222
 CG1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1222
 CG1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1222
 CG1222.The ellipsoidal height was determined by GPS observations
 CG1222.and is referenced to NAD 83.
 CG1222
 CG1222.The geoid height was determined by GEOID03.
 CG1222
 CG1222;                    North         East     Units Scale Factor Converg.
 CG1222;SPC AZ C     -    85,393.869   296,016.234   MT  0.99998423   +0 27 33.9
 CG1222;SPC AZ C     -   280,163.61    971,181.87   iFT  0.99998423   +0 27 33.9
 CG1222;UTM  12      - 3,514,639.738   495,827.938   MT  0.99960021   -0 01 23.5
 CG1222
 CG1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1222!SPC AZ C     -   0.99985588  x   0.99998423  =   0.99984011
 CG1222!UTM  12      -   0.99985588  x   0.99960021  =   0.99945615
 CG1222
 CG1222:                Primary Azimuth Mark                     Grid Az
 CG1222:SPC AZ C     -  NN   68                                  293 49 55.5
 CG1222:UTM  12      -  NN   68                                  294 18 52.9
 CG1222
 CG1222|---------------------------------------------------------------------|
 CG1222| PID    Reference Object                     Distance      Geod. Az  |
 CG1222|                                                           dddmmss.s |
 CG1222| CG1221 NN   68                             APPROX. 0.6 KM 2941729.4 |
 CG1222|---------------------------------------------------------------------|
 CG1222
 CG1222                          SUPERSEDED SURVEY CONTROL
 CG1222
 CG1222  ELLIP H (06/11/02)  918.010  (m)                       GP(       ) 4 2
 CG1222  NAD 83(1992)-  31 46 02.14323(N)    111 02 38.60930(W) AD(       ) 1
 CG1222  ELLIP H (08/23/93)  918.096  (m)                       GP(       ) 4 2
 CG1222  NAD 83(1986)-  31 46 02.13643(N)    111 02 38.60574(W) AD(       ) 1
 CG1222
 CG1222.Superseded values are not recommended for survey control.
 CG1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1222.See file dsdata.txt to determine how the superseded data were derived.
 CG1222
 CG1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9582814640(NAD 83)
 CG1222_MARKER: A = ALUMINUM MARKER
 CG1222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1222_SP_SET: METAL PIPE IN CONCRETE
 CG1222_STAMPING: NN - 69 1990
 CG1222_MARK LOGO: PIMACO
 CG1222_PROJECTION: FLUSH
 CG1222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1222+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1222_ROD/PIPE-DEPTH: 0.76 meters
 CG1222
 CG1222  HISTORY     - Date     Condition        Report By
 CG1222  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1222
 CG1222                          STATION DESCRIPTION
 CG1222
 CG1222'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1222'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1222'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1222'SOUTH ON I-19 APPROX 28 MI (45.1 KM) TO THE CANOA ROAD EXIT (KM 56),
 CG1222'EXIT WEST TO FRONTAGE ROAD AND TRAVEL SOUTH 2.5 MI (4.0 KM) TO
 CG1222'ARIZONA GAME AND FISH GATE 36A ON THE RIGHT, DRIVE WEST ON DIRT ROAD
 CG1222'1.0 MI (1.6 KM) TO CANOA LAND GRANT FENCE, DOUBLE BACK EAST ALONG
 CG1222'POWER LINE ROAD 0.4 MI (0.6 KM) , THE STATION MONUMENT IS 70 FT
 CG1222'(21.3 M) WEST OF EIGHTH POWER POLE AND 5 FT (1.5 M) SOUTH OF POLE
 CG1222'ALIGNMENT.  TOWNSHIP 19 SOUTH, RANGE 13 EAST, SECTION 19, GILA AND
 CG1222'SALT RIVER MERIDIAN.
 CG1222'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1222'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1222'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1222'DISTRICT, NN - 69  1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1223 ***********************************************************************
 CG1223  DESIGNATION -  NN   70
 CG1223  PID         -  CG1223
 CG1223  STATE/COUNTY-  AZ/PIMA
 CG1223  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1223
 CG1223                         *CURRENT SURVEY CONTROL
 CG1223  ___________________________________________________________________
 CG1223* NAD 83(2007)-  31 46 01.44828(N)    111 00 12.54201(W)     ADJUSTED  
 CG1223* NAVD 88     -       929.75   (meters)    3050.4    (feet)  LEVELING  
 CG1223  ___________________________________________________________________
 CG1223  EPOCH DATE  -        2007.00
 CG1223  X           -  -1,945,696.379 (meters)                     COMP
 CG1223  Y           -  -5,067,791.297 (meters)                     COMP
 CG1223  Z           -   3,338,973.763 (meters)                     COMP
 CG1223  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 CG1223  ELLIP HEIGHT-         900.160 (meters)          (02/10/07) ADJUSTED
 CG1223  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG1223
 CG1223  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1223  Type    PID    Designation                      North   East  Ellip
 CG1223  -------------------------------------------------------------------
 CG1223  NETWORK CG1223 NN   70                           0.71   0.55   1.27
 CG1223  -------------------------------------------------------------------
 CG1223  VERT ORDER  -  THIRD ?
 CG1223
 CG1223.The horizontal coordinates were established by GPS observations
 CG1223.and adjusted by the National Geodetic Survey in February 2007.
 CG1223
 CG1223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1223.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1223.The horizontal coordinates are valid at the epoch date displayed above.
 CG1223.The epoch date for horizontal control is a decimal equivalence
 CG1223.of Year/Month/Day.
 CG1223
 CG1223.The orthometric height was determined by differential leveling.
 CG1223.The vertical network tie was performed by a horz. field party for horz.
 CG1223.obs reductions. Reset procedures were used to establish the elevation.
 CG1223
 CG1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1223
 CG1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1223
 CG1223.The ellipsoidal height was determined by GPS observations
 CG1223.and is referenced to NAD 83.
 CG1223
 CG1223.The geoid height was determined by GEOID03.
 CG1223
 CG1223;                    North         East     Units Scale Factor Converg.
 CG1223;SPC AZ C     -    85,404.024   299,859.938   MT  0.99999225   +0 28 50.8
 CG1223;SPC AZ C     -   280,196.93    983,792.45   iFT  0.99999225   +0 28 50.8
 CG1223;UTM  12      - 3,514,617.525   499,670.099   MT  0.99960000   -0 00 06.6
 CG1223
 CG1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1223!SPC AZ C     -   0.99985868  x   0.99999225  =   0.99985093
 CG1223!UTM  12      -   0.99985868  x   0.99960000  =   0.99945873
 CG1223
 CG1223:                Primary Azimuth Mark                     Grid Az
 CG1223:SPC AZ C     -  NN   71                                  199 39 59.0
 CG1223:UTM  12      -  NN   71                                  200 08 56.4
 CG1223
 CG1223|---------------------------------------------------------------------|
 CG1223| PID    Reference Object                     Distance      Geod. Az  |
 CG1223|                                                           dddmmss.s |
 CG1223| CG1224 NN   71                             429.381 METERS 2000849.8 |
 CG1223|---------------------------------------------------------------------|
 CG1223
 CG1223                          SUPERSEDED SURVEY CONTROL
 CG1223
 CG1223  ELLIP H (06/11/02)  900.187  (m)                       GP(       ) 4 2
 CG1223  NAD 83(1992)-  31 46 01.44903(N)    111 00 12.53977(W) AD(       ) 1
 CG1223  ELLIP H (08/23/93)  900.283  (m)                       GP(       ) 4 2
 CG1223  NAD 83(1986)-  31 46 01.44207(N)    111 00 12.53593(W) AD(       ) 1
 CG1223
 CG1223.Superseded values are not recommended for survey control.
 CG1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1223.See file dsdata.txt to determine how the superseded data were derived.
 CG1223
 CG1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9967014618(NAD 83)
 CG1223_MARKER: I = METAL ROD
 CG1223_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1223_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1223_STAMPING: NN - 70 1990
 CG1223_MARK LOGO: PIMACO
 CG1223_PROJECTION: FLUSH
 CG1223_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1223+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CG1223_ROD/PIPE-DEPTH: 5.74 meters
 CG1223_SLEEVE-DEPTH  : 0.91 meters
 CG1223
 CG1223  HISTORY     - Date     Condition        Report By
 CG1223  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1223
 CG1223                          STATION DESCRIPTION
 CG1223
 CG1223'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1223'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1223'258), TRAVEL EAST (SOUTH) APPROX 2 MI (3.2 KM) TO I-19, SOUTH ON I-19
 CG1223'APPROX 28 MI (45.1 KM) TO THE CANOA ROAD EXIT (KM 56), EXIT TO THE
 CG1223'EAST FRONTAGE RD AND DRIVE SOUTH 3.2 MI (5.1 KM) TO ELEPHANT HEAD
 CG1223'ROAD.  DRIVE EASTERLY 1.7 MI (2.7 KM) TO CANOA ROAD.  TRAVEL
 CG1223'NORTHERLY 2.4 MI (3.9 KM) TO WHERE ROAD TURNS EAST AND BECOMES HAWK
 CG1223'WAY.  THE STATION MONUMENT IS 300 FT (91.4 M) NORTH OF END OF
 CG1223'PAVEMENT, 35 FT (10.7 M) WEST OF CENTERLINE OF DIRT RD AND 4.2 FT
 CG1223'(1.3 M) EAST OF FENCE CORNER.  TOWNSHIP 19 SOUTH, RANGE 13 EAST,
 CG1223'SECTION 22, GILA AND SALT RIVER MERIDIAN.
 CG1223'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1223'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 70  1990, ON
 CG1223'THE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1224 ***********************************************************************
 CG1224  DESIGNATION -  NN   71
 CG1224  PID         -  CG1224
 CG1224  STATE/COUNTY-  AZ/PIMA
 CG1224  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1224
 CG1224                         *CURRENT SURVEY CONTROL
 CG1224  ___________________________________________________________________
 CG1224* NAD 83(2007)-  31 45 48.36066(N)    111 00 18.16205(W)     ADJUSTED  
 CG1224* NAVD 88     -       934.68   (meters)    3066.5    (feet)  LEVELING  
 CG1224  ___________________________________________________________________
 CG1224  EPOCH DATE  -        2007.00
 CG1224  X           -  -1,945,912.042 (meters)                     COMP
 CG1224  Y           -  -5,067,940.339 (meters)                     COMP
 CG1224  Z           -   3,338,633.586 (meters)                     COMP
 CG1224  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 CG1224  ELLIP HEIGHT-         905.097 (meters)          (02/10/07) ADJUSTED
 CG1224  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG1224
 CG1224  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1224  Type    PID    Designation                      North   East  Ellip
 CG1224  -------------------------------------------------------------------
 CG1224  NETWORK CG1224 NN   71                           0.73   0.57   1.27
 CG1224  -------------------------------------------------------------------
 CG1224  VERT ORDER  -  THIRD ?
 CG1224
 CG1224.The horizontal coordinates were established by GPS observations
 CG1224.and adjusted by the National Geodetic Survey in February 2007.
 CG1224
 CG1224.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1224.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1224.The horizontal coordinates are valid at the epoch date displayed above.
 CG1224.The epoch date for horizontal control is a decimal equivalence
 CG1224.of Year/Month/Day.
 CG1224
 CG1224.The orthometric height was determined by differential leveling.
 CG1224.The vertical network tie was performed by a horz. field party for horz.
 CG1224.obs reductions. Reset procedures were used to establish the elevation.
 CG1224
 CG1224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1224
 CG1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1224
 CG1224.The ellipsoidal height was determined by GPS observations
 CG1224.and is referenced to NAD 83.
 CG1224
 CG1224.The geoid height was determined by GEOID03.
 CG1224
 CG1224;                    North         East     Units Scale Factor Converg.
 CG1224;SPC AZ C     -    84,999.693   299,715.434   MT  0.99999194   +0 28 47.7
 CG1224;SPC AZ C     -   278,870.38    983,318.35   iFT  0.99999194   +0 28 47.7
 CG1224;UTM  12      - 3,514,214.583   499,522.252   MT  0.99960000   -0 00 09.6
 CG1224
 CG1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1224!SPC AZ C     -   0.99985790  x   0.99999194  =   0.99984984
 CG1224!UTM  12      -   0.99985790  x   0.99960000  =   0.99945796
 CG1224
 CG1224:                Primary Azimuth Mark                     Grid Az
 CG1224:SPC AZ C     -  NN   70                                  019 39 59.2
 CG1224:UTM  12      -  NN   70                                  020 08 56.5
 CG1224
 CG1224|---------------------------------------------------------------------|
 CG1224| PID    Reference Object                     Distance      Geod. Az  |
 CG1224|                                                           dddmmss.s |
 CG1224| CG1223 NN   70                             429.381 METERS 0200846.9 |
 CG1224|---------------------------------------------------------------------|
 CG1224
 CG1224                          SUPERSEDED SURVEY CONTROL
 CG1224
 CG1224  ELLIP H (06/11/02)  905.125  (m)                       GP(       ) 4 2
 CG1224  NAD 83(1992)-  31 45 48.36141(N)    111 00 18.15980(W) AD(       ) 1
 CG1224  ELLIP H (08/23/93)  905.221  (m)                       GP(       ) 4 2
 CG1224  NAD 83(1986)-  31 45 48.35443(N)    111 00 18.15598(W) AD(       ) 1
 CG1224
 CG1224.Superseded values are not recommended for survey control.
 CG1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1224.See file dsdata.txt to determine how the superseded data were derived.
 CG1224
 CG1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9952214215(NAD 83)
 CG1224_MARKER: A = ALUMINUM MARKER
 CG1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1224_SP_SET: METAL PIPE IN CONCRETE
 CG1224_STAMPING: NN - 71 1990
 CG1224_MARK LOGO: PIMACO
 CG1224_PROJECTION: FLUSH
 CG1224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1224+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 CG1224_ROD/PIPE-DEPTH: 0.76 meters
 CG1224
 CG1224  HISTORY     - Date     Condition        Report By
 CG1224  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1224  HISTORY     - 19910108 GOOD
 CG1224
 CG1224                          STATION DESCRIPTION
 CG1224
 CG1224'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1224'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1224'(EXIT 258), TRAVEL EAST (SOUTH) APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1224'ON I-19 APPROX 28 MI (45.1 KM) TO THE CANOA ROAD EXIT (KM 56), EXIT
 CG1224'TO EAST FRONTAGE RD AND TRAVEL SOUTH 3.2 MI (5.1 KM) TO ELEPHANT HEAD
 CG1224'ROAD, EAST ON ELEPHANT HEAD RD 1.7 MI (2.7 KM) TO CANOA ROAD, NORTH
 CG1224'ON CANOA RD 2.1 MI (3.4 KM) TO FALCON WAY, MARKER IS 350 FT
 CG1224'(106.7 M) NORTH OF FALCON WAY AND 21 FT (6.4 M) EAST OF THE EAST EDGE
 CG1224'OF ROAD.  TOWNSHIP 19 SOUTH, RANGE 13 EAST, SECTION 22, GILA AND SALT
 CG1224'RIVER MERIDIAN.
 CG1224'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1224'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1224'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1224'DISTRICT, NN - 71  1990.
 CG1224
 CG1224                          STATION RECOVERY (1991)
 CG1224
 CG1224'RECOVERED 1991
 CG1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1226 ***********************************************************************
 CG1226  DESIGNATION -  NN   74
 CG1226  PID         -  CG1226
 CG1226  STATE/COUNTY-  AZ/PIMA
 CG1226  USGS QUAD   -  AMADO (1981)
 CG1226
 CG1226                         *CURRENT SURVEY CONTROL
 CG1226  ___________________________________________________________________
 CG1226* NAD 83(2007)-  31 44 27.38019(N)    111 00 59.65855(W)     ADJUSTED  
 CG1226* NAVD 88     -       948.51   (meters)    3111.9    (feet)  LEVELING  
 CG1226  ___________________________________________________________________
 CG1226  EPOCH DATE  -        2007.00
 CG1226  X           -  -1,947,406.626 (meters)                     COMP
 CG1226  Y           -  -5,068,785.237 (meters)                     COMP
 CG1226  Z           -   3,336,519.650 (meters)                     COMP
 CG1226  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 CG1226  ELLIP HEIGHT-         918.994 (meters)          (02/10/07) ADJUSTED
 CG1226  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG1226
 CG1226  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1226  Type    PID    Designation                      North   East  Ellip
 CG1226  -------------------------------------------------------------------
 CG1226  NETWORK CG1226 NN   74                           0.53   0.43   1.16
 CG1226  -------------------------------------------------------------------
 CG1226  VERT ORDER  -  THIRD ?
 CG1226
 CG1226.The horizontal coordinates were established by GPS observations
 CG1226.and adjusted by the National Geodetic Survey in February 2007.
 CG1226
 CG1226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1226.The horizontal coordinates are valid at the epoch date displayed above.
 CG1226.The epoch date for horizontal control is a decimal equivalence
 CG1226.of Year/Month/Day.
 CG1226
 CG1226.The orthometric height was determined by differential leveling.
 CG1226.The vertical network tie was performed by a horz. field party for horz.
 CG1226.obs reductions. Reset procedures were used to establish the elevation.
 CG1226
 CG1226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1226
 CG1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1226
 CG1226.The ellipsoidal height was determined by GPS observations
 CG1226.and is referenced to NAD 83.
 CG1226
 CG1226.The geoid height was determined by GEOID03.
 CG1226
 CG1226;                    North         East     Units Scale Factor Converg.
 CG1226;SPC AZ C     -    82,496.461   298,644.111   MT  0.99998968   +0 28 24.8
 CG1226;SPC AZ C     -   270,657.68    979,803.51   iFT  0.99998968   +0 28 24.8
 CG1226;UTM  12      - 3,511,721.435   498,430.318   MT  0.99960003   -0 00 31.4
 CG1226
 CG1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1226!SPC AZ C     -   0.99985572  x   0.99998968  =   0.99984540
 CG1226!UTM  12      -   0.99985572  x   0.99960003  =   0.99945581
 CG1226
 CG1226                          SUPERSEDED SURVEY CONTROL
 CG1226
 CG1226  ELLIP H (06/11/02)  919.029  (m)                       GP(       ) 4 2
 CG1226  NAD 83(1992)-  31 44 27.38225(N)    111 00 59.65703(W) AD(       ) 1
 CG1226  ELLIP H (08/23/93)  919.117  (m)                       GP(       ) 4 2
 CG1226  NAD 83(1986)-  31 44 27.37527(N)    111 00 59.65319(W) AD(       ) 1
 CG1226
 CG1226.Superseded values are not recommended for survey control.
 CG1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1226.See file dsdata.txt to determine how the superseded data were derived.
 CG1226
 CG1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9843011721(NAD 83)
 CG1226_MARKER: A = ALUMINUM MARKER
 CG1226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG1226_SP_SET: METAL PIPE IN CONCRETE
 CG1226_STAMPING: NN - 74 1990
 CG1226_MARK LOGO: PIMACO
 CG1226_PROJECTION: FLUSH
 CG1226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CG1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1226+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CG1226_ROD/PIPE-DEPTH: 0.76 meters
 CG1226
 CG1226  HISTORY     - Date     Condition        Report By
 CG1226  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1226  HISTORY     - 20070311 GOOD             GEOCAC
 CG1226
 CG1226                          STATION DESCRIPTION
 CG1226
 CG1226'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1226'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1226'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1226'SOUTH ON I-19 APPROX 28 MI (45.1 KM) TO THE CANOA ROAD EXIT (KM 56),
 CG1226'EXIT TO THE EAST FRONTAGE RD AND TRAVEL SOUTH 3.3 MI (5.3 KM) TO
 CG1226'ELEPHANT HEAD ROAD.  TRAVEL EASTERLY 1.7 MI (2.7 KM) TO CANOA ROAD.
 CG1226'NORTHERLY ON CANOA RD 0.4 MI (0.6 KM) TO A JOG IN THE ROAD (EAST
 CG1226'CONNECTING RD IS QUAIL WAY).  THE MONUMENT IS 70 FT (21.3 M) WEST OF
 CG1226'INTERSECTION QUAIL ROAD AND NORTH CANOA ROAD, 3 FT (0.9 M) SOUTH OF
 CG1226'EAST/WEST FENCE AND 3 FT (0.9 M) EAST OF NORTH/SOUTH FENCE.  TOWNSHIP
 CG1226'19 SOUTH, RANGE 13 EAST, SECTION 28, GILA AND SALT RIVER MERIDIAN.
 CG1226'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CG1226'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CG1226'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CG1226'DISTRICT, NN - 74  1990.
 CG1226
 CG1226                          STATION RECOVERY (2007)
 CG1226
 CG1226'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CG1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2411 ***********************************************************************
 CZ2411  DESIGNATION -  NN 02
 CZ2411  PID         -  CZ2411
 CZ2411  STATE/COUNTY-  AZ/PIMA
 CZ2411  USGS QUAD   -  RUELAS CANYON (1992)
 CZ2411
 CZ2411                         *CURRENT SURVEY CONTROL
 CZ2411  ___________________________________________________________________
 CZ2411* NAD 83(2007)-  32 25 24.95249(N)    111 03 39.95317(W)     ADJUSTED  
 CZ2411* NAVD 88     -       804.1    (meters)    2638.     (feet)  GPS OBS   
 CZ2411  ___________________________________________________________________
 CZ2411  EPOCH DATE  -        2007.00
 CZ2411  X           -  -1,936,850.720 (meters)                     COMP
 CZ2411  Y           -  -5,029,631.072 (meters)                     COMP
 CZ2411  Z           -   3,400,589.904 (meters)                     COMP
 CZ2411  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 CZ2411  ELLIP HEIGHT-         774.915 (meters)          (02/10/07) ADJUSTED
 CZ2411  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CZ2411
 CZ2411  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2411  Type    PID    Designation                      North   East  Ellip
 CZ2411  -------------------------------------------------------------------
 CZ2411  NETWORK CZ2411 NN 02                             1.33   1.27   2.39
 CZ2411  -------------------------------------------------------------------
 CZ2411
 CZ2411.The horizontal coordinates were established by GPS observations
 CZ2411.and adjusted by the National Geodetic Survey in February 2007.
 CZ2411
 CZ2411.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2411.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2411.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2411.The epoch date for horizontal control is a decimal equivalence
 CZ2411.of Year/Month/Day.
 CZ2411
 CZ2411.The orthometric height was determined by GPS observations and a
 CZ2411.high-resolution geoid model.
 CZ2411
 CZ2411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2411
 CZ2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2411
 CZ2411.The ellipsoidal height was determined by GPS observations
 CZ2411.and is referenced to NAD 83.
 CZ2411
 CZ2411.The geoid height was determined by GEOID03.
 CZ2411
 CZ2411;                    North         East     Units Scale Factor Converg.
 CZ2411;SPC AZ C     -   158,157.452   293,824.702   MT  0.99997982   +0 27 31.5
 CZ2411;SPC AZ C     -   518,889.28    963,991.80   iFT  0.99997982   +0 27 31.5
 CZ2411;UTM  12      - 3,587,391.541   494,255.647   MT  0.99960041   -0 01 57.9
 CZ2411
 CZ2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2411!SPC AZ C     -   0.99987834  x   0.99997982  =   0.99985817
 CZ2411!UTM  12      -   0.99987834  x   0.99960041  =   0.99947880
 CZ2411
 CZ2411                          SUPERSEDED SURVEY CONTROL
 CZ2411
 CZ2411  ELLIP H (07/18/02)  774.944  (m)                       GP(       ) 4 2
 CZ2411  NAD 83(1992)-  32 25 24.95213(N)    111 03 39.95154(W) AD(       ) 1
 CZ2411  ELLIP H (08/23/93)  775.055  (m)                       GP(       ) 4 2
 CZ2411  NAD 83(1986)-  32 25 24.94863(N)    111 03 39.94782(W) AD(       ) 1
 CZ2411
 CZ2411.Superseded values are not recommended for survey control.
 CZ2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2411.See file dsdata.txt to determine how the superseded data were derived.
 CZ2411
 CZ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9425687392(NAD 83)
 CZ2411_MARKER: I = METAL ROD
 CZ2411_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2411_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2411_STAMPING: NN - 2 1990
 CZ2411_MARK LOGO: AZ-019
 CZ2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2411+STABILITY: POSITION/ELEVATION WELL
 CZ2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2411+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 CZ2411
 CZ2411  HISTORY     - Date     Condition        Report By
 CZ2411  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2411  HISTORY     - 20080229 GOOD             INDIV
 CZ2411
 CZ2411                          STATION DESCRIPTION
 CZ2411
 CZ2411'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2411'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND TANGERINE
 CZ2411'ROAD, EXIT NUMBER 240, TRAVEL EAST ALONG TANGERINE ROAD 9.82 KM
 CZ2411'(6.10 MI) TO AN INTERSECTING ROAD FROM THE NORTH SIGNED CAMINO DE
 CZ2411'OESTE. CONTINUE ALONG TANGERINE ROAD 0.19 KM (0.12 MI) TO THE STATION
 CZ2411'ON THE RIGHT (SOUTH).
 CZ2411'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 28.96 M
 CZ2411'(95.01 FT) SOUTH FROM CENTER OF TANGERINE ROAD AND 17.68 M
 CZ2411'(58.01 FT)  SOUTHWEST OF THE SECOND STEEL POWER POLE EAST OF CAMINO
 CZ2411'DE OESTE. ACCESS COVER RIM HAS BEEN STAMPED NN - 2  1990.
 CZ2411
 CZ2411                          STATION RECOVERY (2008)
 CZ2411
 CZ2411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (AH)
 CZ2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2412 ***********************************************************************
 CZ2412  DESIGNATION -  NN 03
 CZ2412  PID         -  CZ2412
 CZ2412  STATE/COUNTY-  AZ/PIMA
 CZ2412  USGS QUAD   -  RUELAS CANYON (1992)
 CZ2412
 CZ2412                         *CURRENT SURVEY CONTROL
 CZ2412  ___________________________________________________________________
 CZ2412* NAD 83(2007)-  32 25 25.89923(N)    111 03 21.09845(W)     ADJUSTED  
 CZ2412* NAVD 88     -       812.8    (meters)    2667.     (feet)  GPS OBS   
 CZ2412  ___________________________________________________________________
 CZ2412  EPOCH DATE  -        2007.00
 CZ2412  X           -  -1,936,387.987 (meters)                     COMP
 CZ2412  Y           -  -5,029,800.395 (meters)                     COMP
 CZ2412  Z           -   3,400,619.214 (meters)                     COMP
 CZ2412  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 CZ2412  ELLIP HEIGHT-         783.662 (meters)          (02/10/07) ADJUSTED
 CZ2412  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CZ2412
 CZ2412  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2412  Type    PID    Designation                      North   East  Ellip
 CZ2412  -------------------------------------------------------------------
 CZ2412  NETWORK CZ2412 NN 03                             1.18   1.20   2.16
 CZ2412  -------------------------------------------------------------------
 CZ2412
 CZ2412.The horizontal coordinates were established by GPS observations
 CZ2412.and adjusted by the National Geodetic Survey in February 2007.
 CZ2412
 CZ2412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2412.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2412.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2412.The epoch date for horizontal control is a decimal equivalence
 CZ2412.of Year/Month/Day.
 CZ2412
 CZ2412.The orthometric height was determined by GPS observations and a
 CZ2412.high-resolution geoid model.
 CZ2412
 CZ2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2412
 CZ2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2412
 CZ2412.The ellipsoidal height was determined by GPS observations
 CZ2412.and is referenced to NAD 83.
 CZ2412
 CZ2412.The geoid height was determined by GEOID03.
 CZ2412
 CZ2412;                    North         East     Units Scale Factor Converg.
 CZ2412;SPC AZ C     -   158,190.570   294,317.053   MT  0.99998080   +0 27 41.7
 CZ2412;SPC AZ C     -   518,997.93    965,607.13   iFT  0.99998080   +0 27 41.7
 CZ2412;UTM  12      - 3,587,420.423   494,748.077   MT  0.99960034   -0 01 47.8
 CZ2412
 CZ2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2412!SPC AZ C     -   0.99987697  x   0.99998080  =   0.99985777
 CZ2412!UTM  12      -   0.99987697  x   0.99960034  =   0.99947736
 CZ2412
 CZ2412                          SUPERSEDED SURVEY CONTROL
 CZ2412
 CZ2412  ELLIP H (07/18/02)  783.687  (m)                       GP(       ) 4 2
 CZ2412  NAD 83(1992)-  32 25 25.89868(N)    111 03 21.09668(W) AD(       ) 1
 CZ2412  ELLIP H (08/23/93)  783.795  (m)                       GP(       ) 4 2
 CZ2412  NAD 83(1986)-  32 25 25.89505(N)    111 03 21.09293(W) AD(       ) 1
 CZ2412
 CZ2412.Superseded values are not recommended for survey control.
 CZ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2412.See file dsdata.txt to determine how the superseded data were derived.
 CZ2412
 CZ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9474887420(NAD 83)
 CZ2412_MARKER: A = ALUMINUM MARKER
 CZ2412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2412_SP_SET: METAL PIPE IN CONCRETE
 CZ2412_STAMPING: NN - 3 1990
 CZ2412_MARK LOGO: AZ-019
 CZ2412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2412+STABILITY: SURFACE MOTION
 CZ2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2412+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2412
 CZ2412  HISTORY     - Date     Condition        Report By
 CZ2412  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2412  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2412
 CZ2412                          STATION DESCRIPTION
 CZ2412
 CZ2412'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2412'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND TANGERINE
 CZ2412'ROAD, EXIT NUMBER 240, TRAVEL EAST ALONG TANGERINE ROAD 9.33 KM
 CZ2412'(5.80 MI) TO AN INTERSECTING ROAD FROM THE NORTH SIGNED CAMINO DE
 CZ2412'OESTE. CONTINUE EASTERLY ALONG TANGERINE ROAD 0.68 KM (0.42 MI) TO
 CZ2412'THE INTERSECTION OF TANGERING ROAD AND EL CAMINO DE MANANA. MARKER IS
 CZ2412'EAST AND NORTH OF THE INTERSECTION.
 CZ2412'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO AN 76 CM
 CZ2412'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS. MARKER IS
 CZ2412'LOCATED 38.1 M (125.00 FT) EAST OF THE INTERSECTION AND 14.4 M
 CZ2412'(47.24 FT) NORTH FROM THE CENTER OF TANGERINE ROAD. SUBSURFACE MARK
 CZ2412'IS A MAGNET EPOXIED TO THE FLANGED BASE OF THE ALUMINUM TUBE MONUMENT
 CZ2412'.
 CZ2412
 CZ2412                          STATION RECOVERY (2007)
 CZ2412
 CZ2412'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2412'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2412'THE DESCRIPTION   THE MARK IS 2.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2413 ***********************************************************************
 CZ2413  DESIGNATION -  NN 04
 CZ2413  PID         -  CZ2413
 CZ2413  STATE/COUNTY-  AZ/PIMA
 CZ2413  USGS QUAD   -  ORO VALLEY (1981)
 CZ2413
 CZ2413                         *CURRENT SURVEY CONTROL
 CZ2413  ___________________________________________________________________
 CZ2413* NAD 83(2007)-  32 27 32.71300(N)    110 58 10.58311(W)     ADJUSTED  
 CZ2413* NAVD 88     -       904.9    (meters)    2969.     (feet)  GPS OBS   
 CZ2413  ___________________________________________________________________
 CZ2413  EPOCH DATE  -        2007.00
 CZ2413  X           -  -1,928,091.700 (meters)                     COMP
 CZ2413  Y           -  -5,030,825.577 (meters)                     COMP
 CZ2413  Z           -   3,403,965.950 (meters)                     COMP
 CZ2413  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 CZ2413  ELLIP HEIGHT-         876.045 (meters)          (02/10/07) ADJUSTED
 CZ2413  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CZ2413
 CZ2413  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2413  Type    PID    Designation                      North   East  Ellip
 CZ2413  -------------------------------------------------------------------
 CZ2413  NETWORK CZ2413 NN 04                             1.10   1.12   2.00
 CZ2413  -------------------------------------------------------------------
 CZ2413
 CZ2413.The horizontal coordinates were established by GPS observations
 CZ2413.and adjusted by the National Geodetic Survey in February 2007.
 CZ2413
 CZ2413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2413.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2413.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2413.The epoch date for horizontal control is a decimal equivalence
 CZ2413.of Year/Month/Day.
 CZ2413
 CZ2413.The orthometric height was determined by GPS observations and a
 CZ2413.high-resolution geoid model.
 CZ2413
 CZ2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2413
 CZ2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2413
 CZ2413.The ellipsoidal height was determined by GPS observations
 CZ2413.and is referenced to NAD 83.
 CZ2413
 CZ2413.The geoid height was determined by GEOID03.
 CZ2413
 CZ2413;                    North         East     Units Scale Factor Converg.
 CZ2413;SPC AZ C     -   162,165.414   302,394.754   MT  0.99999772   +0 30 29.9
 CZ2413;SPC AZ C     -   532,038.76    992,108.77   iFT  0.99999772   +0 30 29.9
 CZ2413;UTM  12      - 3,591,324.272   502,856.440   MT  0.99960010   +0 00 58.7
 CZ2413
 CZ2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2413!SPC AZ C     -   0.99986247  x   0.99999772  =   0.99986019
 CZ2413!UTM  12      -   0.99986247  x   0.99960010  =   0.99946263
 CZ2413
 CZ2413                          SUPERSEDED SURVEY CONTROL
 CZ2413
 CZ2413  ELLIP H (07/18/02)  876.061  (m)                       GP(       ) 4 2
 CZ2413  NAD 83(1992)-  32 27 32.71327(N)    110 58 10.58206(W) AD(       ) 1
 CZ2413  ELLIP H (08/23/93)  876.168  (m)                       GP(       ) 4 2
 CZ2413  NAD 83(1986)-  32 27 32.70945(N)    110 58 10.57842(W) AD(       ) 1
 CZ2413
 CZ2413.Superseded values are not recommended for survey control.
 CZ2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2413.See file dsdata.txt to determine how the superseded data were derived.
 CZ2413
 CZ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0285691324(NAD 83)
 CZ2413_MARKER: DS = TRIANGULATION STATION DISK
 CZ2413_SETTING: 80 = SET IN A BOULDER
 CZ2413_SP_SET: IN DRILL HOLE IN P  E  BOULDER
 CZ2413_STAMPING: NN - 4 1990
 CZ2413_MARK LOGO: AZ-019
 CZ2413_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2413+STABILITY: SURFACE MOTION
 CZ2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2413+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2413
 CZ2413  HISTORY     - Date     Condition        Report By
 CZ2413  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2413
 CZ2413                          STATION DESCRIPTION
 CZ2413
 CZ2413'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2413'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND TANGERINE
 CZ2413'ROAD, EXIT 240, TRAVEL EAST ALONG TANGERINE ROAD 19.5 KM (12.12 MI)
 CZ2413'TO THE INTERSECTION OF 1ST AVENUE (SOUTH) AND RANCHO VISTOSO BLVD
 CZ2413'(NORTH). TURN LEFT (NORTH) AND TRAVEL ALONG RANCHO VISTOSO BLVD, A
 CZ2413'WINDING ROAD, 4.5 KM (2.80 MI)  TO AN EXPOSED ROCK SLOPE TO THE LEFT
 CZ2413'(NORTH), WHICH IS 0.40 KM (0.25 MI) WEST OF A BRIDGE OVER THE HONEY
 CZ2413'BEE WASH. MARKER IS ABOVE THE CUT SLOPE BENCH OF EXPOSED ROCK.
 CZ2413'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2413'HOLE INTO THE EXPOSED ROCK SLOPE LOCATED 20.73 M (68.01 FT) FROM THE
 CZ2413'EXISTING NORTH CURB LINE, 43.74 M (143.50 FT) NORTHEAST OF LIGHT POLE
 CZ2413'NUMBER 147, AND 25.45 M (83.50 FT) FROM LIGHT POLE NUMBER 149.
 CZ2413'MONUMENT IS 4.6 M (15.09 FT) ABOVE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2414 ***********************************************************************
 CZ2414  DESIGNATION -  NN 05
 CZ2414  PID         -  CZ2414
 CZ2414  STATE/COUNTY-  AZ/PIMA
 CZ2414  USGS QUAD   -  ORO VALLEY (1981)
 CZ2414
 CZ2414                         *CURRENT SURVEY CONTROL
 CZ2414  ___________________________________________________________________
 CZ2414* NAD 83(2007)-  32 27 28.66065(N)    110 57 50.44264(W)     ADJUSTED  
 CZ2414* NAVD 88     -       905.3    (meters)    2970.     (feet)  GPS OBS   
 CZ2414  ___________________________________________________________________
 CZ2414  EPOCH DATE  -        2007.00
 CZ2414  X           -  -1,927,624.563 (meters)                     COMP
 CZ2414  Y           -  -5,031,076.722 (meters)                     COMP
 CZ2414  Z           -   3,403,860.834 (meters)                     COMP
 CZ2414  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CZ2414  ELLIP HEIGHT-         876.469 (meters)          (02/10/07) ADJUSTED
 CZ2414  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CZ2414
 CZ2414  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2414  Type    PID    Designation                      North   East  Ellip
 CZ2414  -------------------------------------------------------------------
 CZ2414  NETWORK CZ2414 NN 05                             1.10   1.12   2.00
 CZ2414  -------------------------------------------------------------------
 CZ2414
 CZ2414.The horizontal coordinates were established by GPS observations
 CZ2414.and adjusted by the National Geodetic Survey in February 2007.
 CZ2414
 CZ2414.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2414.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2414.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2414.The epoch date for horizontal control is a decimal equivalence
 CZ2414.of Year/Month/Day.
 CZ2414
 CZ2414.The orthometric height was determined by GPS observations and a
 CZ2414.high-resolution geoid model.
 CZ2414
 CZ2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2414
 CZ2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2414
 CZ2414.The ellipsoidal height was determined by GPS observations
 CZ2414.and is referenced to NAD 83.
 CZ2414
 CZ2414.The geoid height was determined by GEOID03.
 CZ2414
 CZ2414;                    North         East     Units Scale Factor Converg.
 CZ2414;SPC AZ C     -   162,045.270   302,921.844   MT  0.99999888   +0 30 40.7
 CZ2414;SPC AZ C     -   531,644.59    993,838.07   iFT  0.99999888   +0 30 40.7
 CZ2414;UTM  12      - 3,591,199.656   503,382.269   MT  0.99960014   +0 01 09.5
 CZ2414
 CZ2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2414!SPC AZ C     -   0.99986240  x   0.99999888  =   0.99986128
 CZ2414!UTM  12      -   0.99986240  x   0.99960014  =   0.99946260
 CZ2414
 CZ2414                          SUPERSEDED SURVEY CONTROL
 CZ2414
 CZ2414  ELLIP H (07/18/02)  876.486  (m)                       GP(       ) 4 2
 CZ2414  NAD 83(1992)-  32 27 28.66093(N)    110 57 50.44160(W) AD(       ) 1
 CZ2414  ELLIP H (08/23/93)  876.593  (m)                       GP(       ) 4 2
 CZ2414  NAD 83(1986)-  32 27 28.65711(N)    110 57 50.43796(W) AD(       ) 1
 CZ2414
 CZ2414.Superseded values are not recommended for survey control.
 CZ2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2414.See file dsdata.txt to determine how the superseded data were derived.
 CZ2414
 CZ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0338291200(NAD 83)
 CZ2414_MARKER: DS = TRIANGULATION STATION DISK
 CZ2414_SETTING: 80 = SET IN A BOULDER
 CZ2414_SP_SET: IN DRILL HOLE IN P  E  BOULDER
 CZ2414_STAMPING: NN - 5 1990
 CZ2414_MARK LOGO: AZ-019
 CZ2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2414+STABILITY: SURFACE MOTION
 CZ2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2414+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2414
 CZ2414  HISTORY     - Date     Condition        Report By
 CZ2414  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2414
 CZ2414                          STATION DESCRIPTION
 CZ2414
 CZ2414'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2414'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND TANGERINE
 CZ2414'ROAD, EXIT NUMBER 240, TRAVEL EAST ALONG TANGERINE ROAD 19.5 KM
 CZ2414'(12.12 MI) TO THE INTERSECTION OF 1ST AVENUE (SOUTH) AND RANCHO
 CZ2414'VISTOSO BLVD (NORTH).  TURN LEFT (NORTH) AND TRAVEL ALONG RANCHO
 CZ2414'VISTOSO BLVD, A WINDING ROAD,  4.9 KM (3.04 MI)  TO A BRIDGE CROSSING
 CZ2414'THE HONEY BEE WASH.  CONTINUE ALONG RANCHO VISTOSO BLVD 0.16 KM
 CZ2414'(0.10 MI) TO AN EXPOSED ROCK SLOPE TO THE LEFT (NORTH). MARKER IS
 CZ2414'ABOVE THE CUT SLOPE BENCH OF EXPOSED ROCK.
 CZ2414'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2414'HOLE INTO EXPOSED ROCK OUTCROP, 24.4 M (80.05 FT) NORTH OF THE
 CZ2414'EXISTING CURB LINE, 44.50 M (146.00 FT) NORTHEAST OF LIGHT POLE
 CZ2414'NUMBERED 165, AND 27.74 M (91.01 FT) NORTHWEST OF LIGHT POLE NUMBERED
 CZ2414'167.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2415 ***********************************************************************
 CZ2415  DESIGNATION -  NN 06
 CZ2415  PID         -  CZ2415
 CZ2415  STATE/COUNTY-  AZ/PIMA
 CZ2415  USGS QUAD   -  JAYNES (1992)
 CZ2415
 CZ2415                         *CURRENT SURVEY CONTROL
 CZ2415  ___________________________________________________________________
 CZ2415* NAD 83(2007)-  32 20 14.67069(N)    111 03 44.94102(W)     ADJUSTED  
 CZ2415* NAVD 88     -       672.5    (meters)    2206.     (feet)  GPS OBS   
 CZ2415  ___________________________________________________________________
 CZ2415  EPOCH DATE  -        2007.00
 CZ2415  X           -  -1,938,772.126 (meters)                     COMP
 CZ2415  Y           -  -5,034,257.582 (meters)                     COMP
 CZ2415  Z           -   3,392,446.768 (meters)                     COMP
 CZ2415  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CZ2415  ELLIP HEIGHT-         643.195 (meters)          (02/10/07) ADJUSTED
 CZ2415  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ2415
 CZ2415  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2415  Type    PID    Designation                      North   East  Ellip
 CZ2415  -------------------------------------------------------------------
 CZ2415  NETWORK CZ2415 NN 06                             0.78   0.78   1.55
 CZ2415  -------------------------------------------------------------------
 CZ2415
 CZ2415.The horizontal coordinates were established by GPS observations
 CZ2415.and adjusted by the National Geodetic Survey in February 2007.
 CZ2415
 CZ2415.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2415.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2415.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2415.The epoch date for horizontal control is a decimal equivalence
 CZ2415.of Year/Month/Day.
 CZ2415
 CZ2415.The orthometric height was determined by GPS observations and a
 CZ2415.high-resolution geoid model.
 CZ2415
 CZ2415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2415
 CZ2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2415
 CZ2415.The ellipsoidal height was determined by GPS observations
 CZ2415.and is referenced to NAD 83.
 CZ2415
 CZ2415.The geoid height was determined by GEOID03.
 CZ2415
 CZ2415;                    North         East     Units Scale Factor Converg.
 CZ2415;SPC AZ C     -   148,599.067   293,770.704   MT  0.99997971   +0 27 24.9
 CZ2415;SPC AZ C     -   487,529.75    963,814.65   iFT  0.99997971   +0 27 24.9
 CZ2415;UTM  12      - 3,577,837.595   494,119.803   MT  0.99960043   -0 02 00.3
 CZ2415
 CZ2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2415!SPC AZ C     -   0.99989902  x   0.99997971  =   0.99987873
 CZ2415!UTM  12      -   0.99989902  x   0.99960043  =   0.99949949
 CZ2415
 CZ2415:                Primary Azimuth Mark                     Grid Az
 CZ2415:SPC AZ C     -  NN 07                                    087 28 30.7
 CZ2415:UTM  12      -  NN 07                                    087 57 55.9
 CZ2415
 CZ2415|---------------------------------------------------------------------|
 CZ2415| PID    Reference Object                     Distance      Geod. Az  |
 CZ2415|                                                           dddmmss.s |
 CZ2415| CZ2416 NN 07                               488.422 METERS 0875555.6 |
 CZ2415|---------------------------------------------------------------------|
 CZ2415
 CZ2415                          SUPERSEDED SURVEY CONTROL
 CZ2415
 CZ2415  ELLIP H (07/18/02)  643.227  (m)                       GP(       ) 4 2
 CZ2415  NAD 83(1992)-  32 20 14.67016(N)    111 03 44.93932(W) AD(       ) 1
 CZ2415  ELLIP H (08/23/93)  643.339  (m)                       GP(       ) 4 2
 CZ2415  NAD 83(1986)-  32 20 14.66634(N)    111 03 44.93577(W) AD(       ) 1
 CZ2415
 CZ2415.Superseded values are not recommended for survey control.
 CZ2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2415.See file dsdata.txt to determine how the superseded data were derived.
 CZ2415
 CZ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9412077838(NAD 83)
 CZ2415_MARKER: I = METAL ROD
 CZ2415_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2415_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2415_STAMPING: NN - 6 1990
 CZ2415_MARK LOGO: AZ-019
 CZ2415_PROJECTION: FLUSH
 CZ2415_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2415+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2415_ROD/PIPE-DEPTH: 13.4 meters
 CZ2415_SLEEVE-DEPTH  : 0.91 meters
 CZ2415
 CZ2415  HISTORY     - Date     Condition        Report By
 CZ2415  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2415  HISTORY     - 20060316 GOOD             USPSQD
 CZ2415
 CZ2415                          STATION DESCRIPTION
 CZ2415
 CZ2415'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2415'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND INA ROAD,
 CZ2415'EXIT NUMBER 248, TRAVEL EAST ALONG INA ROAD 0.40 KM (0.25 MI) TO AN
 CZ2415'INTERSECTING ROAD FROM THE NORTH SIGNED CAMINO DE OESTE. STATION IS
 CZ2415'IN THE SOUTHEAST QUADRANT OF THE AFOREMENTIONED INTERSECTION.
 CZ2415'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 57.91 M
 CZ2415'(189.99 FT)  FROM THE CAMINO DE OESTE ALIGNMENT, 7.32 M (24.02 FT)
 CZ2415'SOUTH OF THE EAST BOUND CURB, 2.44 M (8.01 FT) EAST OF THE SOUTHEAST
 CZ2415'CORNER OF A AREA INLET CATCH BASIN, 6.55 M (21.49 FT) SOUTHWEST OF AN
 CZ2415'ELECTRIC MANHOLE IN SHOULDER OF ROAD, SOUTH OF MAILBOX NUMBERED 4535.
 CZ2415'ACCESS COVER RIM HAS BEEN STAMPED NN - 6  1990.
 CZ2415
 CZ2415                          STATION RECOVERY (2006)
 CZ2415
 CZ2415'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2415'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2416 ***********************************************************************
 CZ2416  DESIGNATION -  NN 07
 CZ2416  PID         -  CZ2416
 CZ2416  STATE/COUNTY-  AZ/PIMA
 CZ2416  USGS QUAD   -  JAYNES (1992)
 CZ2416
 CZ2416                         *CURRENT SURVEY CONTROL
 CZ2416  ___________________________________________________________________
 CZ2416* NAD 83(2007)-  32 20 15.24245(N)    111 03 26.27653(W)     ADJUSTED  
 CZ2416* NAVD 88     -       677.0    (meters)    2221.     (feet)  GPS OBS   
 CZ2416  ___________________________________________________________________
 CZ2416  EPOCH DATE  -        2007.00
 CZ2416  X           -  -1,938,314.576 (meters)                     COMP
 CZ2416  Y           -  -5,034,427.798 (meters)                     COMP
 CZ2416  Z           -   3,392,464.087 (meters)                     COMP
 CZ2416  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 CZ2416  ELLIP HEIGHT-         647.752 (meters)          (02/10/07) ADJUSTED
 CZ2416  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ2416
 CZ2416  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2416  Type    PID    Designation                      North   East  Ellip
 CZ2416  -------------------------------------------------------------------
 CZ2416  NETWORK CZ2416 NN 07                             0.82   0.78   1.61
 CZ2416  -------------------------------------------------------------------
 CZ2416
 CZ2416.The horizontal coordinates were established by GPS observations
 CZ2416.and adjusted by the National Geodetic Survey in February 2007.
 CZ2416
 CZ2416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2416.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2416.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2416.The epoch date for horizontal control is a decimal equivalence
 CZ2416.of Year/Month/Day.
 CZ2416
 CZ2416.The orthometric height was determined by GPS observations and a
 CZ2416.high-resolution geoid model.
 CZ2416
 CZ2416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2416
 CZ2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2416
 CZ2416.The ellipsoidal height was determined by GPS observations
 CZ2416.and is referenced to NAD 83.
 CZ2416
 CZ2416.The geoid height was determined by GEOID03.
 CZ2416
 CZ2416;                    North         East     Units Scale Factor Converg.
 CZ2416;SPC AZ C     -   148,620.583   294,258.643   MT  0.99998068   +0 27 34.9
 CZ2416;SPC AZ C     -   487,600.34    965,415.50   iFT  0.99998068   +0 27 34.9
 CZ2416;UTM  12      - 3,577,854.927   494,607.722   MT  0.99960036   -0 01 50.3
 CZ2416
 CZ2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2416!SPC AZ C     -   0.99989831  x   0.99998068  =   0.99987899
 CZ2416!UTM  12      -   0.99989831  x   0.99960036  =   0.99949871
 CZ2416
 CZ2416:                Primary Azimuth Mark                     Grid Az
 CZ2416:SPC AZ C     -  NN 06                                    267 28 30.7
 CZ2416:UTM  12      -  NN 06                                    267 57 55.9
 CZ2416
 CZ2416|---------------------------------------------------------------------|
 CZ2416| PID    Reference Object                     Distance      Geod. Az  |
 CZ2416|                                                           dddmmss.s |
 CZ2416| CZ2415 NN 06                               488.422 METERS 2675605.6 |
 CZ2416|---------------------------------------------------------------------|
 CZ2416
 CZ2416                          SUPERSEDED SURVEY CONTROL
 CZ2416
 CZ2416  ELLIP H (07/18/02)  647.784  (m)                       GP(       ) 4 2
 CZ2416  NAD 83(1992)-  32 20 15.24194(N)    111 03 26.27484(W) AD(       ) 1
 CZ2416  ELLIP H (08/23/93)  647.896  (m)                       GP(       ) 4 2
 CZ2416  NAD 83(1986)-  32 20 15.23817(N)    111 03 26.27129(W) AD(       ) 1
 CZ2416
 CZ2416.Superseded values are not recommended for survey control.
 CZ2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2416.See file dsdata.txt to determine how the superseded data were derived.
 CZ2416
 CZ2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9460877855(NAD 83)
 CZ2416_MARKER: A = ALUMINUM MARKER
 CZ2416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2416_SP_SET: METAL PIPE IN CONCRETE
 CZ2416_STAMPING: NN - 7 1990
 CZ2416_MARK LOGO: AZ-019
 CZ2416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2416+STABILITY: SURFACE MOTION
 CZ2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2416+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2416
 CZ2416  HISTORY     - Date     Condition        Report By
 CZ2416  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2416  HISTORY     - 20060316 GOOD             USPSQD
 CZ2416
 CZ2416                          STATION DESCRIPTION
 CZ2416
 CZ2416'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2416'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND INA ROAD,
 CZ2416'EXIT NUMBER 248, TRAVEL EAST ALONG INA ROAD 0.88 KM (0.55 MI) TO AN
 CZ2416'OPENING IN THE MEDIAN FOR AN INTERSECTING ROAD FROM THE SOUTH SIGNED
 CZ2416'CAMINO MARTIN. MARKER IS IN THE EAST MEDIAN OF INA ROAD, A DIVIDED
 CZ2416'HIGHWAY.
 CZ2416'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2416'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS IN THE EAST
 CZ2416'MEDIAN OF THE INTERSECTION, 5.49 M (18.01 FT) EAST OF THE BULLNOSE.
 CZ2416'SUBSURFACE MARK IS A MAGNET EPOXIED TO THE FLANGED BASE OF THE
 CZ2416'ALUMINUM TUBE MONUMENT.
 CZ2416
 CZ2416                          STATION RECOVERY (2006)
 CZ2416
 CZ2416'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2416'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2417 ***********************************************************************
 CZ2417  DESIGNATION -  NN 09
 CZ2417  PID         -  CZ2417
 CZ2417  STATE/COUNTY-  AZ/PIMA
 CZ2417  USGS QUAD   -  ORO VALLEY (1981)
 CZ2417
 CZ2417                         *CURRENT SURVEY CONTROL
 CZ2417  ___________________________________________________________________
 CZ2417* NAD 83(2007)-  32 25 32.41774(N)    110 57 40.01551(W)     ADJUSTED  
 CZ2417* NAVD 88     -       847.7    (meters)    2781.     (feet)  GPS OBS   
 CZ2417  ___________________________________________________________________
 CZ2417  EPOCH DATE  -        2007.00
 CZ2417  X           -  -1,928,040.087 (meters)                     COMP
 CZ2417  Y           -  -5,032,922.748 (meters)                     COMP
 CZ2417  Z           -   3,400,807.597 (meters)                     COMP
 CZ2417  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 CZ2417  ELLIP HEIGHT-         818.855 (meters)          (02/10/07) ADJUSTED
 CZ2417  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CZ2417
 CZ2417  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2417  Type    PID    Designation                      North   East  Ellip
 CZ2417  -------------------------------------------------------------------
 CZ2417  NETWORK CZ2417 NN 09                             1.06   1.06   1.92
 CZ2417  -------------------------------------------------------------------
 CZ2417
 CZ2417.The horizontal coordinates were established by GPS observations
 CZ2417.and adjusted by the National Geodetic Survey in February 2007.
 CZ2417
 CZ2417.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2417.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2417.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2417.The epoch date for horizontal control is a decimal equivalence
 CZ2417.of Year/Month/Day.
 CZ2417
 CZ2417.The orthometric height was determined by GPS observations and a
 CZ2417.high-resolution geoid model.
 CZ2417
 CZ2417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2417
 CZ2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2417
 CZ2417.The ellipsoidal height was determined by GPS observations
 CZ2417.and is referenced to NAD 83.
 CZ2417
 CZ2417.The geoid height was determined by GEOID03.
 CZ2417
 CZ2417;                    North         East     Units Scale Factor Converg.
 CZ2417;SPC AZ C     -   158,467.097   303,226.193   MT  0.99999956   +0 30 44.7
 CZ2417;SPC AZ C     -   519,905.17    994,836.59   iFT  0.99999956   +0 30 44.7
 CZ2417;UTM  12      - 3,587,620.431   503,655.787   MT  0.99960016   +0 01 15.1
 CZ2417
 CZ2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2417!SPC AZ C     -   0.99987145  x   0.99999956  =   0.99987101
 CZ2417!UTM  12      -   0.99987145  x   0.99960016  =   0.99947166
 CZ2417
 CZ2417:                Primary Azimuth Mark                     Grid Az
 CZ2417:SPC AZ C     -  NN 10                                    316 42 09.1
 CZ2417:UTM  12      -  NN 10                                    317 11 38.7
 CZ2417
 CZ2417|---------------------------------------------------------------------|
 CZ2417| PID    Reference Object                     Distance      Geod. Az  |
 CZ2417|                                                           dddmmss.s |
 CZ2417| CZ2418 NN 10                               APPROX. 0.5 KM 3171253.8 |
 CZ2417|---------------------------------------------------------------------|
 CZ2417
 CZ2417                          SUPERSEDED SURVEY CONTROL
 CZ2417
 CZ2417  ELLIP H (07/18/02)  818.872  (m)                       GP(       ) 4 2
 CZ2417  NAD 83(1992)-  32 25 32.41802(N)    110 57 40.01447(W) AD(       ) 1
 CZ2417  ELLIP H (08/23/93)  818.980  (m)                       GP(       ) 4 2
 CZ2417  NAD 83(1986)-  32 25 32.41419(N)    110 57 40.01085(W) AD(       ) 1
 CZ2417
 CZ2417.Superseded values are not recommended for survey control.
 CZ2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2417.See file dsdata.txt to determine how the superseded data were derived.
 CZ2417
 CZ2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0365687620(NAD 83)
 CZ2417_MARKER: I = METAL ROD
 CZ2417_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2417_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2417_STAMPING: NN - 9 1990
 CZ2417_MARK LOGO: AZ-019
 CZ2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2417+STABILITY: POSITION/ELEVATION WELL
 CZ2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2417+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2417
 CZ2417  HISTORY     - Date     Condition        Report By
 CZ2417  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2417  HISTORY     - 20020311 MARK NOT FOUND   INDIV
 CZ2417
 CZ2417                          STATION DESCRIPTION
 CZ2417
 CZ2417'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2417'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND TANGERINE
 CZ2417'ROAD, EXIT NUMBER 240, TRAVEL EAST TO THE END OF TANGERINE ROAD 19.5
 CZ2417'KM (12.12 MI) TO THE INTERSECTION OF TANGERINE ROAD AND RANCHO
 CZ2417'VISTOSO BOULEVARD (GOING NORTH) AND 1ST AVENUE (GOING SOUTH).  TURN
 CZ2417'LEFT (NORTH) AND PROCEED ALONG RANCHO VISTOSO BOULEVARD 0.2 KM
 CZ2417'(0.12 MI) TO THE BEGINNING OF A CURVE TO THE LEFT (WEST). THE
 CZ2417'MONUMENT IS TO THE RIGHT (EAST) OF THE ROAD ON TOP OF GRADED AREA,
 CZ2417'APPROX 0.31 M (1.02 FT) HIGHER THAN THE EDGE OF PAVEMENT.
 CZ2417'STATION IS A NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 21.34 M
 CZ2417'(70.01 FT) EAST OF THE CENTER OF PAVED ROAD, 18.07 M (59.28 FT)
 CZ2417'SOUTHEAST OF THE END OF GUARDRAIL, AND 8.23 M (27.00 FT) WEST OF AN
 CZ2417'ELECTRIC FENCE. ACCESS COVER RIM HAS BEEN STAMPED NN - 9 1990.
 CZ2417
 CZ2417                          STATION RECOVERY (2002)
 CZ2417
 CZ2417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CZ2417'MARK NOT FOUND.  IT APPEARS THE MONUMENT WOULD FALL IN LANDSCAPED
 CZ2417'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2418 ***********************************************************************
 CZ2418  DESIGNATION -  NN 10
 CZ2418  PID         -  CZ2418
 CZ2418  STATE/COUNTY-  AZ/PIMA
 CZ2418  USGS QUAD   -  ORO VALLEY (1981)
 CZ2418
 CZ2418                         *CURRENT SURVEY CONTROL
 CZ2418  ___________________________________________________________________
 CZ2418* NAD 83(2007)-  32 25 44.49859(N)    110 57 53.19932(W)     ADJUSTED  
 CZ2418* NAVD 88     -       857.9    (meters)    2815.     (feet)  GPS OBS   
 CZ2418  ___________________________________________________________________
 CZ2418  EPOCH DATE  -        2007.00
 CZ2418  X           -  -1,928,293.447 (meters)                     COMP
 CZ2418  Y           -  -5,032,621.182 (meters)                     COMP
 CZ2418  Z           -   3,401,127.222 (meters)                     COMP
 CZ2418  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 CZ2418  ELLIP HEIGHT-         829.061 (meters)          (02/10/07) ADJUSTED
 CZ2418  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CZ2418
 CZ2418  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2418  Type    PID    Designation                      North   East  Ellip
 CZ2418  -------------------------------------------------------------------
 CZ2418  NETWORK CZ2418 NN 10                             1.06   1.06   1.92
 CZ2418  -------------------------------------------------------------------
 CZ2418
 CZ2418.The horizontal coordinates were established by GPS observations
 CZ2418.and adjusted by the National Geodetic Survey in February 2007.
 CZ2418
 CZ2418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2418.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2418.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2418.The epoch date for horizontal control is a decimal equivalence
 CZ2418.of Year/Month/Day.
 CZ2418
 CZ2418.The orthometric height was determined by GPS observations and a
 CZ2418.high-resolution geoid model.
 CZ2418
 CZ2418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2418
 CZ2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2418
 CZ2418.The ellipsoidal height was determined by GPS observations
 CZ2418.and is referenced to NAD 83.
 CZ2418
 CZ2418.The geoid height was determined by GEOID03.
 CZ2418
 CZ2418;                    North         East     Units Scale Factor Converg.
 CZ2418;SPC AZ C     -   158,836.146   302,878.450   MT  0.99999879   +0 30 37.8
 CZ2418;SPC AZ C     -   521,115.96    993,695.70   iFT  0.99999879   +0 30 37.8
 CZ2418;UTM  12      - 3,587,992.301   503,311.360   MT  0.99960014   +0 01 08.0
 CZ2418
 CZ2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2418!SPC AZ C     -   0.99986985  x   0.99999879  =   0.99986864
 CZ2418!UTM  12      -   0.99986985  x   0.99960014  =   0.99947004
 CZ2418
 CZ2418:                Primary Azimuth Mark                     Grid Az
 CZ2418:SPC AZ C     -  NN 09                                    136 42 09.0
 CZ2418:UTM  12      -  NN 09                                    137 11 38.8
 CZ2418
 CZ2418|---------------------------------------------------------------------|
 CZ2418| PID    Reference Object                     Distance      Geod. Az  |
 CZ2418|                                                           dddmmss.s |
 CZ2418| CZ2417 NN 09                               APPROX. 0.5 KM 1371246.8 |
 CZ2418|---------------------------------------------------------------------|
 CZ2418
 CZ2418                          SUPERSEDED SURVEY CONTROL
 CZ2418
 CZ2418  ELLIP H (07/18/02)  829.078  (m)                       GP(       ) 4 2
 CZ2418  NAD 83(1992)-  32 25 44.49886(N)    110 57 53.19828(W) AD(       ) 1
 CZ2418  ELLIP H (08/23/93)  829.186  (m)                       GP(       ) 4 2
 CZ2418  NAD 83(1986)-  32 25 44.49503(N)    110 57 53.19466(W) AD(       ) 1
 CZ2418
 CZ2418.Superseded values are not recommended for survey control.
 CZ2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2418.See file dsdata.txt to determine how the superseded data were derived.
 CZ2418
 CZ2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0331187992(NAD 83)
 CZ2418_MARKER: A = ALUMINUM MARKER
 CZ2418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2418_SP_SET: METAL PIPE IN CONCRETE
 CZ2418_STAMPING: NN - 10 1990
 CZ2418_MARK LOGO: AZ-019
 CZ2418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2418+STABILITY: SURFACE MOTION
 CZ2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2418+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2418
 CZ2418  HISTORY     - Date     Condition        Report By
 CZ2418  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2418  HISTORY     - 20020311 MARK NOT FOUND   INDIV
 CZ2418
 CZ2418                          STATION DESCRIPTION
 CZ2418
 CZ2418'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2418'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND TANGERINE
 CZ2418'ROAD, EXIT NUMBER 240, TRAVEL EAST TO THE END OF TANGERINE ROAD 19.5
 CZ2418'KM (12.12 MI) TO THE INTERSECTION OF TANGERINE ROAD AND RANCHO
 CZ2418'VISTOSO BOULEVARD (GOING NORTH) AND 1ST AVENUE (GOING SOUTH). TURN
 CZ2418'LEFT (NORTH) AND PROCEED 0.7 KM (0.43 MI) ALONG RANCHO VISTOSO
 CZ2418'BOULEVARD. MONUMENT IS 12.19 M (39.99 FT) NORTHEAST OF THE NORTH
 CZ2418'BOUND CURB.
 CZ2418'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2418'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS PROJECTING UP
 CZ2418'0.14 M (0.46 FT) FROM THE GROUND. MONUMENT IS 1.07 M (3.51 FT)
 CZ2418'SOUTHWEST OF AN ELECTRIC FENCE, 25.9 M (84.97 FT) NORTHEAST OF THE
 CZ2418'CENTER OF ROAD MEDIAN, 2.44 M (8.01 FT) NORTHEAST OF A SAGUARO CACTUS
 CZ2418', 24.32 M (79.79 FT) SOUTHEAST OF LIGHT POLE NUMBERED 016, AND 36.66
 CZ2418'NORTHEAST OF LIGHT POLE NUMBERED 014. SUBSURFACE MARKER IS A MAGNET
 CZ2418'EPOXIED TO THE FLANGED BASE OF THE ALUMINUM TUBE MONUMENT.
 CZ2418
 CZ2418                          STATION RECOVERY (2002)
 CZ2418
 CZ2418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CZ2418'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1931 ***********************************************************************
 AI1931  DESIGNATION -  NN 100
 AI1931  PID         -  AI1931
 AI1931  STATE/COUNTY-  AZ/PIMA
 AI1931  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 AI1931
 AI1931                         *CURRENT SURVEY CONTROL
 AI1931  ___________________________________________________________________
 AI1931* NAD 83(2007)-  32 07 05.68421(N)    111 13 01.91723(W)     ADJUSTED  
 AI1931* NAVD 88     -       743.7    (meters)    2440.     (feet)  GPS OBS   
 AI1931  ___________________________________________________________________
 AI1931  EPOCH DATE  -        2007.00
 AI1931  X           -  -1,957,071.660 (meters)                     COMP
 AI1931  Y           -  -5,041,143.048 (meters)                     COMP
 AI1931  Z           -   3,371,923.424 (meters)                     COMP
 AI1931  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 AI1931  ELLIP HEIGHT-         713.903 (meters)          (02/10/07) ADJUSTED
 AI1931  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AI1931
 AI1931  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1931  Type    PID    Designation                      North   East  Ellip
 AI1931  -------------------------------------------------------------------
 AI1931  NETWORK AI1931 NN 100                            0.55   0.57   1.53
 AI1931  -------------------------------------------------------------------
 AI1931
 AI1931.The horizontal coordinates were established by GPS observations
 AI1931.and adjusted by the National Geodetic Survey in February 2007.
 AI1931
 AI1931.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1931.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1931.The horizontal coordinates are valid at the epoch date displayed above.
 AI1931.The epoch date for horizontal control is a decimal equivalence
 AI1931.of Year/Month/Day.
 AI1931
 AI1931.The orthometric height was determined by GPS observations and a
 AI1931.high-resolution geoid model.
 AI1931
 AI1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1931
 AI1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1931
 AI1931.The ellipsoidal height was determined by GPS observations
 AI1931.and is referenced to NAD 83.
 AI1931
 AI1931.The geoid height was determined by GEOID03.
 AI1931
 AI1931;                    North         East     Units Scale Factor Converg.
 AI1931;SPC AZ C     -   124,191.923   279,364.028   MT  0.99995371   +0 22 18.8
 AI1931;SPC AZ C     -   407,453.82    916,548.65   iFT  0.99995371   +0 22 18.8
 AI1931;UTM  12      - 3,553,563.098   479,510.723   MT  0.99960518   -0 06 55.7
 AI1931
 AI1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1931!SPC AZ C     -   0.99988792  x   0.99995371  =   0.99984163
 AI1931!UTM  12      -   0.99988792  x   0.99960518  =   0.99949314
 AI1931
 AI1931                          SUPERSEDED SURVEY CONTROL
 AI1931
 AI1931  NAD 83(1992)-  32 07 05.68315(N)    111 13 01.91611(W) AD(       ) A
 AI1931  ELLIP H (09/30/99)  713.928  (m)                       GP(       ) 3 1
 AI1931
 AI1931.Superseded values are not recommended for survey control.
 AI1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1931.See file dsdata.txt to determine how the superseded data were derived.
 AI1931
 AI1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7951153563(NAD 83)
 AI1931_MARKER: I = METAL ROD
 AI1931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI1931_STAMPING: NN-100 1991
 AI1931_PROJECTION: FLUSH
 AI1931_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1931+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1999
 AI1931_ROD/PIPE-DEPTH: 6.73 meters
 AI1931_SLEEVE-DEPTH  : 0.92 meters
 AI1931
 AI1931  HISTORY     - Date     Condition        Report By
 AI1931  HISTORY     - 1991     MONUMENTED       AZ-019
 AI1931  HISTORY     - 19990120 GOOD             AZ-019
 AI1931
 AI1931                          STATION DESCRIPTION
 AI1931
 AI1931'DESCRIBED BY PIMA COUNTY ARIZONA 1999 (MM)
 AI1931'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH AND 15 MI (24.1 KM)
 AI1931'WEST OF DOWNTOWN TUCSON, 0.25 MI (0.40 KM) NORTH OF THE INTERSECTION
 AI1931'OF STATE HIGHWAY 86 (AJO HIGHWAY) AND SANDARIO RD.  OWNERSHIP--ROAD
 AI1931'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AI1931'HIGHWAY 86 AND SANDARIO RD, GO NORTH FOR 0.25 MI (0.40 KM) ON SANDARIO
 AI1931'ROAD TO THE STATION ON RIGHT.  LOCATED ABOUT 75 FT (22.9 M) EAST FROM
 AI1931'THE CENTERLINE OF SANDARIO RD AND 51 FT (15.5 M) NORTH FROM A POWER
 AI1931'POLE AT A POWERLINE INTERSECTION.  NOTE--ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2419 ***********************************************************************
 CZ2419  DESIGNATION -  NN 11
 CZ2419  PID         -  CZ2419
 CZ2419  STATE/COUNTY-  AZ/PIMA
 CZ2419  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ2419
 CZ2419                         *CURRENT SURVEY CONTROL
 CZ2419  ___________________________________________________________________
 CZ2419* NAD 83(2007)-  32 14 59.54309(N)    111 03 44.91725(W)     ADJUSTED  
 CZ2419* NAVD 88     -       792.2    (meters)    2599.     (feet)  GPS OBS   
 CZ2419  ___________________________________________________________________
 CZ2419  EPOCH DATE  -        2007.00
 CZ2419  X           -  -1,940,671.904 (meters)                     COMP
 CZ2419  Y           -  -5,039,192.319 (meters)                     COMP
 CZ2419  Z           -   3,384,304.299 (meters)                     COMP
 CZ2419  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CZ2419  ELLIP HEIGHT-         762.897 (meters)          (02/10/07) ADJUSTED
 CZ2419  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ2419
 CZ2419  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2419  Type    PID    Designation                      North   East  Ellip
 CZ2419  -------------------------------------------------------------------
 CZ2419  NETWORK CZ2419 NN 11                             0.69   0.65   1.41
 CZ2419  -------------------------------------------------------------------
 CZ2419
 CZ2419.The horizontal coordinates were established by GPS observations
 CZ2419.and adjusted by the National Geodetic Survey in February 2007.
 CZ2419
 CZ2419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2419.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2419.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2419.The epoch date for horizontal control is a decimal equivalence
 CZ2419.of Year/Month/Day.
 CZ2419
 CZ2419.The orthometric height was determined by GPS observations and a
 CZ2419.high-resolution geoid model.
 CZ2419
 CZ2419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2419
 CZ2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2419
 CZ2419.The ellipsoidal height was determined by GPS observations
 CZ2419.and is referenced to NAD 83.
 CZ2419
 CZ2419.The geoid height was determined by GEOID03.
 CZ2419
 CZ2419;                    North         East     Units Scale Factor Converg.
 CZ2419;SPC AZ C     -   138,892.599   293,848.643   MT  0.99997987   +0 27 21.0
 CZ2419;SPC AZ C     -   455,684.38    964,070.35   iFT  0.99997987   +0 27 21.0
 CZ2419;UTM  12      - 3,568,134.498   494,114.772   MT  0.99960043   -0 02 00.0
 CZ2419
 CZ2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2419!SPC AZ C     -   0.99988023  x   0.99997987  =   0.99986010
 CZ2419!UTM  12      -   0.99988023  x   0.99960043  =   0.99948071
 CZ2419
 CZ2419:                Primary Azimuth Mark                     Grid Az
 CZ2419:SPC AZ C     -  NN 12                                    010 34 42.3
 CZ2419:UTM  12      -  NN 12                                    011 04 03.3
 CZ2419
 CZ2419|---------------------------------------------------------------------|
 CZ2419| PID    Reference Object                     Distance      Geod. Az  |
 CZ2419|                                                           dddmmss.s |
 CZ2419| CZ2420 NN 12                               439.760 METERS 0110203.3 |
 CZ2419|---------------------------------------------------------------------|
 CZ2419
 CZ2419                          SUPERSEDED SURVEY CONTROL
 CZ2419
 CZ2419  ELLIP H (07/18/02)  762.929  (m)                       GP(       ) 4 2
 CZ2419  NAD 83(1992)-  32 14 59.54246(N)    111 03 44.91573(W) AD(       ) 1
 CZ2419  ELLIP H (08/23/93)  763.043  (m)                       GP(       ) 4 2
 CZ2419  NAD 83(1986)-  32 14 59.53866(N)    111 03 44.91275(W) AD(       ) 1
 CZ2419
 CZ2419.Superseded values are not recommended for survey control.
 CZ2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2419.See file dsdata.txt to determine how the superseded data were derived.
 CZ2419
 CZ2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9411568134(NAD 83)
 CZ2419_MARKER: A = ALUMINUM MARKER
 CZ2419_SETTING: 80 = SET IN A BOULDER
 CZ2419_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 CZ2419_STAMPING: NN - 11 1990
 CZ2419_MARK LOGO: AZ-019
 CZ2419_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2419+STABILITY: POSITION/ELEVATION WELL
 CZ2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2419+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2419
 CZ2419  HISTORY     - Date     Condition        Report By
 CZ2419  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2419  HISTORY     - 19910826 GOOD             AZ-019
 CZ2419  HISTORY     - 19990103 MARK NOT FOUND   USPSQD
 CZ2419  HISTORY     - 20060316 GOOD             USPSQD
 CZ2419
 CZ2419                          STATION DESCRIPTION
 CZ2419
 CZ2419'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2419'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND GRANT ROAD
 CZ2419', EXIT NUMBER 256, TRAVEL WEST ALONG GRANT ROAD TO THE INTERSECTION OF
 CZ2419'GRANT ROAD AND SILVERBELL ROAD 1.93 KM (1.20 MI) WHERE GRANT ROAD
 CZ2419'BECOMES IRONWOOD HILL DRIVE.  CONTINUE WESTERLY ALONG IRONWOOD HILL
 CZ2419'DRIVE 4.67 KM (2.90 MI) TO THE WEST END OF IRONWOOD HILL DRIVE
 CZ2419'INTERSECTING WITH CAMINO DE OESTE. TURN LEFT (SOUTH) ALONG CAMINO DE
 CZ2419'OESTE 0.24 KM (0.15 MI) TO A ROCK OUTCROP ALONG THE EAST SIDE OF THE
 CZ2419'ROADWAY.
 CZ2419'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2419'HOLE INTO THE EXPOSED ROCK OUTCROP LOCATED 12.2 M (40.03 FT) EAST OF
 CZ2419'THE  EAST  EDGE OF PAVEMENT. STATION IS ALSO REFERENCED  WITH TWO (2)
 CZ2419'5.1 CM (2IN) BRASS DISCS EPOXIED IN DRILL HOLES. THESE BRASS DISCS
 CZ2419'ARE LOCATED 2.83 M (9.28 FT) TO THE SOUTHWEST AND 2.95 M (9.68 FT) TO
 CZ2419'THE SOUTHEAST.
 CZ2419
 CZ2419                          STATION RECOVERY (1991)
 CZ2419
 CZ2419'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1991
 CZ2419'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND GRANT
 CZ2419'ROAD, EXIT NUMBER 256, TRAVEL WEST ALONG GRANT ROAD TO THE
 CZ2419'INTERSECTION OF GRANT ROAD AND SILVERBELL ROAD 1.93 KM (1.20 MI)
 CZ2419'WHERE GRANT ROAD BECOMES IRONWOOD HILLS DRIVE.  CONTINUE WESTERLY
 CZ2419'ALONG IRONWOOD HILLS DRIVE 4.67 KM (2.90 MI) TO THE WEST END OF
 CZ2419'IRONWOOD HILLS DRIVE INTERSECTING WITH CAMINO DE OESTE. TURN LEFT
 CZ2419'(SOUTH) ALONG CAMINO DE OESTE 0.24 KM (0.15 MI) TO A ROCK OUTCROP
 CZ2419'ALONG THE EAST SIDE OF THE ROADWAY. MARKER IS 40 FT (12.2 M) EAST OF
 CZ2419'EAST EDGE OF CAMINO DE OESTE. STATION IS REFERENCED WITH TWO 5.1 CM
 CZ2419'(2IN) BRASS DISKS EPOXIED IN DRILL HOLES. THESE BRASS DISKS ARE
 CZ2419'LOCATED 2.83 M (9.28 FT) TO THE SOUTHWEST AND 2.95 M (9.68 FT) TO THE
 CZ2419'SOUTHEAST. TOWNSHIP 14 SOUTH, RANGE 13 EAST, SECTION 6.
 CZ2419'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP WITH A 5.7 CM
 CZ2419'(2-1/4IN) STEM IMBEDDED INTO ROCK AND STAMPED PIMA COUNTY GPS SURVEY
 CZ2419'POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL DISTRICT, NN-11 1990.
 CZ2419
 CZ2419                          STATION RECOVERY (1999)
 CZ2419
 CZ2419'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ2419'MARK NOT FOUND.
 CZ2419
 CZ2419                          STATION RECOVERY (2006)
 CZ2419
 CZ2419'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2419'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2521 ***********************************************************************
 CZ2521  DESIGNATION -  NN 115
 CZ2521  PID         -  CZ2521
 CZ2521  STATE/COUNTY-  AZ/PIMA
 CZ2521  USGS QUAD   -  AVRA (1992)
 CZ2521
 CZ2521                         *CURRENT SURVEY CONTROL
 CZ2521  ___________________________________________________________________
 CZ2521* NAD 83(2007)-  32 19 05.50517(N)    111 09 18.88246(W)     ADJUSTED  
 CZ2521* NAVD 88     -       774.1    (meters)    2540.     (feet)  GPS OBS   
 CZ2521  ___________________________________________________________________
 CZ2521  EPOCH DATE  -        2007.00
 CZ2521  X           -  -1,947,362.175 (meters)                     COMP
 CZ2521  Y           -  -5,032,254.735 (meters)                     COMP
 CZ2521  Z           -   3,390,700.509 (meters)                     COMP
 CZ2521  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 CZ2521  ELLIP HEIGHT-         744.641 (meters)          (02/10/07) ADJUSTED
 CZ2521  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ2521
 CZ2521  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2521  Type    PID    Designation                      North   East  Ellip
 CZ2521  -------------------------------------------------------------------
 CZ2521  NETWORK CZ2521 NN 115                            0.94   1.02   1.80
 CZ2521  -------------------------------------------------------------------
 CZ2521
 CZ2521.The horizontal coordinates were established by GPS observations
 CZ2521.and adjusted by the National Geodetic Survey in February 2007.
 CZ2521
 CZ2521.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2521.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2521.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2521.The epoch date for horizontal control is a decimal equivalence
 CZ2521.of Year/Month/Day.
 CZ2521
 CZ2521.The orthometric height was determined by GPS observations and a
 CZ2521.high-resolution geoid model.
 CZ2521
 CZ2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2521
 CZ2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2521
 CZ2521.The ellipsoidal height was determined by GPS observations
 CZ2521.and is referenced to NAD 83.
 CZ2521
 CZ2521.The geoid height was determined by GEOID03.
 CZ2521
 CZ2521;                    North         East     Units Scale Factor Converg.
 CZ2521;SPC AZ C     -   146,402.798   285,053.268   MT  0.99996336   +0 24 25.5
 CZ2521;SPC AZ C     -   480,324.14    935,214.13   iFT  0.99996336   +0 24 25.5
 CZ2521;UTM  12      - 3,575,716.777   485,387.128   MT  0.99960263   -0 04 58.8
 CZ2521
 CZ2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2521!SPC AZ C     -   0.99988310  x   0.99996336  =   0.99984646
 CZ2521!UTM  12      -   0.99988310  x   0.99960263  =   0.99948577
 CZ2521
 CZ2521:                Primary Azimuth Mark                     Grid Az
 CZ2521:SPC AZ C     -  NN 116                                   281 46 03.6
 CZ2521:UTM  12      -  NN 116                                   282 15 27.9
 CZ2521
 CZ2521|---------------------------------------------------------------------|
 CZ2521| PID    Reference Object                     Distance      Geod. Az  |
 CZ2521|                                                           dddmmss.s |
 CZ2521| CZ2522 NN 116                              APPROX. 0.6 KM 2821029.1 |
 CZ2521|---------------------------------------------------------------------|
 CZ2521
 CZ2521                          SUPERSEDED SURVEY CONTROL
 CZ2521
 CZ2521  ELLIP H (09/30/02)  744.654  (m)                       GP(       ) 3 2
 CZ2521  NAD 83(1992)-  32 19 05.50525(N)    111 09 18.88106(W) AD(       ) 1
 CZ2521  ELLIP H (10/05/93)  744.765  (m)                       GP(       ) 3 2
 CZ2521
 CZ2521.Superseded values are not recommended for survey control.
 CZ2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2521.See file dsdata.txt to determine how the superseded data were derived.
 CZ2521
 CZ2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8538775717(NAD 83)
 CZ2521_MARKER: I = METAL ROD
 CZ2521_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2521_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2521_STAMPING: NN-115 1991
 CZ2521_MARK LOGO: AZ-019
 CZ2521_PROJECTION: FLUSH
 CZ2521_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2521+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2521_ROD/PIPE-DEPTH: 0.91 meters
 CZ2521_SLEEVE-DEPTH  : 0.90 meters
 CZ2521
 CZ2521  HISTORY     - Date     Condition        Report By
 CZ2521  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2521
 CZ2521                          STATION DESCRIPTION
 CZ2521
 CZ2521'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2521'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2521'(EXIT 258), TRAVEL NORTH (WEST BOUND) 10 MI (16.1 KM) TO INA RD (EXIT
 CZ2521'248), WEST ON INA RD. 2.8 MI (4.5 KM) TO WADE RD, SOUTH ON WADE RD
 CZ2521'0.6 MI (1.0 KM) AND BEAR WEST AS ROAD BECOMES PICTURE ROCK RD,
 CZ2521'CONTINUE WESTERLY 2.9 MI (4.7 KM) TO INTERSECTION OF PICTURE ROCKS RD
 CZ2521'AND A SOUTHERN RUNNING DIRT ROAD CALLED GOLDEN GATE RD. MARKER IS 35
 CZ2521'FT (10.7 M) SOUTH OF PICTURE ROCKS RD. AND 19 FT (5.8 M) WEST OF
 CZ2521'GOLDEN GATE RD. TOWNSHIP 13 SOUTH, RANGE 12 EAST, SECTION 7.
 CZ2521'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2521'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN-114 1991, ON THE
 CZ2521'RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2522 ***********************************************************************
 CZ2522  DESIGNATION -  NN 116
 CZ2522  PID         -  CZ2522
 CZ2522  STATE/COUNTY-  AZ/PIMA
 CZ2522  USGS QUAD   -  AVRA (1992)
 CZ2522
 CZ2522                         *CURRENT SURVEY CONTROL
 CZ2522  ___________________________________________________________________
 CZ2522* NAD 83(2007)-  32 19 09.70183(N)    111 09 41.79306(W)     ADJUSTED  
 CZ2522* NAVD 88     -       766.2    (meters)    2514.     (feet)  GPS OBS   
 CZ2522  ___________________________________________________________________
 CZ2522  EPOCH DATE  -        2007.00
 CZ2522  X           -  -1,947,893.734 (meters)                     COMP
 CZ2522  Y           -  -5,031,967.671 (meters)                     COMP
 CZ2522  Z           -   3,390,805.512 (meters)                     COMP
 CZ2522  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 CZ2522  ELLIP HEIGHT-         736.681 (meters)          (02/10/07) ADJUSTED
 CZ2522  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ2522
 CZ2522  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2522  Type    PID    Designation                      North   East  Ellip
 CZ2522  -------------------------------------------------------------------
 CZ2522  NETWORK CZ2522 NN 116                            0.96   1.02   1.80
 CZ2522  -------------------------------------------------------------------
 CZ2522
 CZ2522.The horizontal coordinates were established by GPS observations
 CZ2522.and adjusted by the National Geodetic Survey in February 2007.
 CZ2522
 CZ2522.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2522.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2522.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2522.The epoch date for horizontal control is a decimal equivalence
 CZ2522.of Year/Month/Day.
 CZ2522
 CZ2522.The orthometric height was determined by GPS observations and a
 CZ2522.high-resolution geoid model.
 CZ2522
 CZ2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2522
 CZ2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2522
 CZ2522.The ellipsoidal height was determined by GPS observations
 CZ2522.and is referenced to NAD 83.
 CZ2522
 CZ2522.The geoid height was determined by GEOID03.
 CZ2522
 CZ2522;                    North         East     Units Scale Factor Converg.
 CZ2522;SPC AZ C     -   146,527.822   284,453.121   MT  0.99996231   +0 24 13.3
 CZ2522;SPC AZ C     -   480,734.32    933,245.15   iFT  0.99996231   +0 24 13.3
 CZ2522;UTM  12      - 3,575,846.882   484,788.288   MT  0.99960285   -0 05 11.0
 CZ2522
 CZ2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2522!SPC AZ C     -   0.99988435  x   0.99996231  =   0.99984666
 CZ2522!UTM  12      -   0.99988435  x   0.99960285  =   0.99948724
 CZ2522
 CZ2522:                Primary Azimuth Mark                     Grid Az
 CZ2522:SPC AZ C     -  NN 115                                   101 46 03.5
 CZ2522:UTM  12      -  NN 115                                   102 15 27.8
 CZ2522
 CZ2522|---------------------------------------------------------------------|
 CZ2522| PID    Reference Object                     Distance      Geod. Az  |
 CZ2522|                                                           dddmmss.s |
 CZ2522| CZ2521 NN 115                              APPROX. 0.6 KM 1021016.8 |
 CZ2522|---------------------------------------------------------------------|
 CZ2522
 CZ2522                          SUPERSEDED SURVEY CONTROL
 CZ2522
 CZ2522  ELLIP H (09/30/02)  736.695  (m)                       GP(       ) 3 2
 CZ2522  NAD 83(1992)-  32 19 09.70190(N)    111 09 41.79164(W) AD(       ) 1
 CZ2522  ELLIP H (10/05/93)  736.806  (m)                       GP(       ) 3 2
 CZ2522
 CZ2522.Superseded values are not recommended for survey control.
 CZ2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2522.See file dsdata.txt to determine how the superseded data were derived.
 CZ2522
 CZ2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8478875847(NAD 83)
 CZ2522_MARKER: A = ALUMINUM MARKER
 CZ2522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2522_SP_SET: METAL PIPE IN CONCRETE
 CZ2522_STAMPING: NN-116 1991
 CZ2522_MARK LOGO: AZ-019
 CZ2522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2522+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2007
 CZ2522
 CZ2522  HISTORY     - Date     Condition        Report By
 CZ2522  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2522  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2522
 CZ2522                          STATION DESCRIPTION
 CZ2522
 CZ2522'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2522'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2522'(EXIT 258), TRAVEL NORTH (WEST BOUND) 10 MI (16.1 KM) TO INA RD (EXIT
 CZ2522'248), WEST ON INA RD 2.8 MI (4.5 KM) TO WADE RD, SOUTH ON WADE RD 0.6
 CZ2522'MI (1.0 KM) AND BEAR WEST AS ROAD BECOMES PICTURE ROCK RD, CONTINUE
 CZ2522'WESTERLY 3.25 MI (5.23 KM) TO MARKER (0.35 MIWEST OF SOUTHERLY
 CZ2522'RUNNING DIRT RD CALLED GOLDEN GATE RD),IT IS 16 FT (4.9 M) NORTH OF
 CZ2522'NORTH EDGE OF ROAD. TOWNSHIP 13 SOUTH, RANGE 12 EAST, SECTION 7.
 CZ2522'THE MARKER IS A 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO 76 CM (30IN)
 CZ2522'ALUMINUM TUBE IMBEDDED IN A CONCRETE MASS, STAMPED PIMA COUNTY GPS
 CZ2522'SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL DISTRICT NN-116
 CZ2522'1991
 CZ2522
 CZ2522                          STATION RECOVERY (2007)
 CZ2522
 CZ2522'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2522'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2522'THE DESCRIPTION   THE MARK IS 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0729 ***********************************************************************
 CG0729  DESIGNATION -  NN 118
 CG0729  PID         -  CG0729
 CG0729  STATE/COUNTY-  AZ/PIMA
 CG0729  USGS QUAD   -  TOPAWA (1979)
 CG0729
 CG0729                         *CURRENT SURVEY CONTROL
 CG0729  ___________________________________________________________________
 CG0729* NAD 83(1986)-  31 50 22.     (N)    111 48 38.     (W)     SCALED    
 CG0729* NAVD 88     -       764.61   (+/-2cm)    2508.6    (feet)  VERTCON   
 CG0729  ___________________________________________________________________
 CG0729  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CG0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0729
 CG0729.The horizontal coordinates were scaled from a topographic map and have
 CG0729.an estimated accuracy of +/- 6 seconds.
 CG0729
 CG0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0729.The vertical order pertains to the NGVD 29 superseded value.
 CG0729
 CG0729.The geoid height was determined by GEOID03.
 CG0729
 CG0729;                    North         East    Units  Estimated Accuracy
 CG0729;SPC AZ C     -    93,070.      223,400.      MT  (+/- 180 meters Scaled)
 CG0729
 CG0729                          SUPERSEDED SURVEY CONTROL
 CG0729
 CG0729  NGVD 29 (??/??/92)  763.899  (m)         2506.23   (f) ADJ UNCH    2 0
 CG0729
 CG0729.Superseded values are not recommended for survey control.
 CG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0729.See file dsdata.txt to determine how the superseded data were derived.
 CG0729
 CG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA233229(NAD 83)
 CG0729_MARKER: DB = BENCH MARK DISK
 CG0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0729_STAMPING: N N 118 1935
 CG0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0729+STABILITY: SURFACE MOTION
 CG0729
 CG0729  HISTORY     - Date     Condition        Report By
 CG0729  HISTORY     - 1935     MONUMENTED       CGS
 CG0729  HISTORY     - 1952     GOOD             NGS
 CG0729
 CG0729                          STATION DESCRIPTION
 CG0729
 CG0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0729'2.4 MI N FROM TOPAWA.
 CG0729'2.4 MILES NORTH ALONG AN UNUSED ROAD FROM THE POST OFFICE AND SAN
 CG0729'SOLANO MISSION AT TOPAWA, 0.55 MILE NORTHEAST OF A POINT WHERE THE
 CG0729'POWER LINE CROSSES THE ROAD, 0.45 MILE EAST OF A Y JUNCTION OF A ROAD
 CG0729'LEADING NORTHEAST, 0.4 MILE SOUTHWEST OF A SOUTHEAST FENCE CORNER AND
 CG0729'TWO Y JUNCTIONS OF ROADS LEADING NORTHEAST AND SOUTH, 65 FEET SOUTH OF
 CG0729'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND
 CG0729'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0729'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2420 ***********************************************************************
 CZ2420  DESIGNATION -  NN 12
 CZ2420  PID         -  CZ2420
 CZ2420  STATE/COUNTY-  AZ/PIMA
 CZ2420  USGS QUAD   -  JAYNES (1992)
 CZ2420
 CZ2420                         *CURRENT SURVEY CONTROL
 CZ2420  ___________________________________________________________________
 CZ2420* NAD 83(2007)-  32 15 13.55564(N)    111 03 41.70172(W)     ADJUSTED  
 CZ2420* NAVD 88     -       775.2    (meters)    2543.     (feet)  GPS OBS   
 CZ2420  ___________________________________________________________________
 CZ2420  EPOCH DATE  -        2007.00
 CZ2420  X           -  -1,940,505.393 (meters)                     COMP
 CZ2420  Y           -  -5,038,994.182 (meters)                     COMP
 CZ2420  Z           -   3,384,660.305 (meters)                     COMP
 CZ2420  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CZ2420  ELLIP HEIGHT-         745.897 (meters)          (02/10/07) ADJUSTED
 CZ2420  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ2420
 CZ2420  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2420  Type    PID    Designation                      North   East  Ellip
 CZ2420  -------------------------------------------------------------------
 CZ2420  NETWORK CZ2420 NN 12                             0.69   0.67   1.41
 CZ2420  -------------------------------------------------------------------
 CZ2420
 CZ2420.The horizontal coordinates were established by GPS observations
 CZ2420.and adjusted by the National Geodetic Survey in February 2007.
 CZ2420
 CZ2420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2420.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2420.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2420.The epoch date for horizontal control is a decimal equivalence
 CZ2420.of Year/Month/Day.
 CZ2420
 CZ2420.The orthometric height was determined by GPS observations and a
 CZ2420.high-resolution geoid model.
 CZ2420
 CZ2420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2420
 CZ2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2420
 CZ2420.The ellipsoidal height was determined by GPS observations
 CZ2420.and is referenced to NAD 83.
 CZ2420
 CZ2420.The geoid height was determined by GEOID03.
 CZ2420
 CZ2420;                    North         East     Units Scale Factor Converg.
 CZ2420;SPC AZ C     -   139,324.877   293,929.373   MT  0.99998003   +0 27 22.9
 CZ2420;SPC AZ C     -   457,102.61    964,335.21   iFT  0.99998003   +0 27 22.9
 CZ2420;UTM  12      - 3,568,565.907   494,199.158   MT  0.99960041   -0 01 58.3
 CZ2420
 CZ2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2420!SPC AZ C     -   0.99988290  x   0.99998003  =   0.99986293
 CZ2420!UTM  12      -   0.99988290  x   0.99960041  =   0.99948335
 CZ2420
 CZ2420:                Primary Azimuth Mark                     Grid Az
 CZ2420:SPC AZ C     -  NN 11                                    190 34 42.1
 CZ2420:UTM  12      -  NN 11                                    191 04 03.3
 CZ2420
 CZ2420|---------------------------------------------------------------------|
 CZ2420| PID    Reference Object                     Distance      Geod. Az  |
 CZ2420|                                                           dddmmss.s |
 CZ2420| CZ2419 NN 11                               439.760 METERS 1910205.0 |
 CZ2420|---------------------------------------------------------------------|
 CZ2420
 CZ2420                          SUPERSEDED SURVEY CONTROL
 CZ2420
 CZ2420  ELLIP H (07/18/02)  745.927  (m)                       GP(       ) 4 2
 CZ2420  NAD 83(1992)-  32 15 13.55501(N)    111 03 41.70020(W) AD(       ) 1
 CZ2420  ELLIP H (08/23/93)  746.042  (m)                       GP(       ) 4 2
 CZ2420  NAD 83(1986)-  32 15 13.55122(N)    111 03 41.69722(W) AD(       ) 1
 CZ2420
 CZ2420.Superseded values are not recommended for survey control.
 CZ2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2420.See file dsdata.txt to determine how the superseded data were derived.
 CZ2420
 CZ2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9419968566(NAD 83)
 CZ2420_MARKER: A = ALUMINUM MARKER
 CZ2420_SETTING: 80 = SET IN A BOULDER
 CZ2420_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 CZ2420_STAMPING: NN - 12 1990
 CZ2420_MARK LOGO: AZ-019
 CZ2420_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2420+STABILITY: POSITION/ELEVATION WELL
 CZ2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2420+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2420
 CZ2420  HISTORY     - Date     Condition        Report By
 CZ2420  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2420  HISTORY     - 19910826 GOOD             AZ-019
 CZ2420  HISTORY     - 20060316 GOOD             USPSQD
 CZ2420
 CZ2420                          STATION DESCRIPTION
 CZ2420
 CZ2420'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2420'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND THE GRANT
 CZ2420'ROAD, EXIT NUMBER 256, TRAVEL WEST ALONG GRANT ROAD TO THE
 CZ2420'INTERSECTION OF GRANT ROAD AND SILVERBELL ROAD 1.93 KM (1.20 MI)
 CZ2420'WHERE GRANT ROAD BECOMES IRONWOOD HILL DRIVE.  CONTINUE WESTERLY ALONG
 CZ2420'IRONWOOD HILL DRIVE 4.67 KM (2.90 MI) TO THE WEST END OF IRONWOOD
 CZ2420'HILL DRIVE INTERSECTING WITH CAMINO DE OESTE. TURN RIGHT (NORTH)
 CZ2420'ALONG CAMINO DE OESTE 0.16 KM (0.10 MI) TO A ROCK OUTCROP ALONG THE
 CZ2420'SLOPE OF A HILL ON THE WEST SIDE OF THE ROADWAY.
 CZ2420'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2420'HOLE INTO THE EXPOSED ROCK OUTCROP LOCATED 12.2 M (40.03 FT) WEST OF
 CZ2420'THE EXISTING WEST EDGE OF PAVEMENT. STATION IS LOCATED 16.77 M
 CZ2420'(55.02 FT) SOUTH OF RESIDENCE MAILBOX ADDRESSED 2515 NORTH CAMINO DE
 CZ2420'OESTE.
 CZ2420
 CZ2420                          STATION RECOVERY (1991)
 CZ2420
 CZ2420'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1991
 CZ2420'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND GRANT
 CZ2420'ROAD, EXIT NUMBER 256, TRAVEL WEST ALONG GRANT ROAD TO THE
 CZ2420'INTERSECTION OF GRANT ROAD AND SILVERBELL ROAD 1.93 KM (1.20 MI)
 CZ2420'WHERE GRANT ROAD BECOMES IRONWOOD HILLS DRIVE.  CONTINUE WESTERLY
 CZ2420'ALONG IRONWOOD HILLS DRIVE 4.67 KM (2.90 MI) TO THE WEST END OF
 CZ2420'IRONWOOD HILLS DRIVE INTERSECTING WITH CAMINO DE OESTE. TURN RIGHT
 CZ2420'(NORTH)ALONG CAMINO DE OESTE 0.016 KM (0.00 MI) TO A ROCK OUTCROP
 CZ2420'ALONG THE WEST SIDE OF THE ROADWAY. MARKER IS 40 FT (12.2 M) WEST OF
 CZ2420'WEST EDGE OF CAMINO DE OESTE, 55 FT (16.8 M) SOUTH OF MAILBOX OF
 CZ2420'RESIDENCE NUMBER 2515 TOWNSHIP 13 SOUTH, RANGE 13 EAST, SECTION 31.
 CZ2420'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP WITH A 5.7 CM
 CZ2420'(2-1/4IN) STEM IMBEDDED INTO ROCK AND STAMPED PIMA COUNTY GPS SURVEY
 CZ2420'POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL DISTRICT, NN-12 1990.
 CZ2420
 CZ2420                          STATION RECOVERY (2006)
 CZ2420
 CZ2420'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2420'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2523 ***********************************************************************
 CZ2523  DESIGNATION -  NN 120
 CZ2523  PID         -  CZ2523
 CZ2523  STATE/COUNTY-  AZ/PIMA
 CZ2523  USGS QUAD   -  MARANA (1992)
 CZ2523
 CZ2523                         *CURRENT SURVEY CONTROL
 CZ2523  ___________________________________________________________________
 CZ2523* NAD 83(2007)-  32 24 10.09665(N)    111 10 16.98386(W)     ADJUSTED  
 CZ2523* NAVD 88     -       630.0    (meters)    2067.     (feet)  GPS OBS   
 CZ2523  ___________________________________________________________________
 CZ2523  EPOCH DATE  -        2007.00
 CZ2523  X           -  -1,946,921.714 (meters)                     COMP
 CZ2523  Y           -  -5,026,908.970 (meters)                     COMP
 CZ2523  Z           -   3,398,549.589 (meters)                     COMP
 CZ2523  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 CZ2523  ELLIP HEIGHT-         600.494 (meters)          (02/10/07) ADJUSTED
 CZ2523  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CZ2523
 CZ2523  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2523  Type    PID    Designation                      North   East  Ellip
 CZ2523  -------------------------------------------------------------------
 CZ2523  NETWORK CZ2523 NN 120                            0.98   1.04   1.90
 CZ2523  -------------------------------------------------------------------
 CZ2523
 CZ2523.The horizontal coordinates were established by GPS observations
 CZ2523.and adjusted by the National Geodetic Survey in February 2007.
 CZ2523
 CZ2523.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2523.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2523.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2523.The epoch date for horizontal control is a decimal equivalence
 CZ2523.of Year/Month/Day.
 CZ2523
 CZ2523.The orthometric height was determined by GPS observations and a
 CZ2523.high-resolution geoid model.
 CZ2523
 CZ2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2523
 CZ2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2523
 CZ2523.The ellipsoidal height was determined by GPS observations
 CZ2523.and is referenced to NAD 83.
 CZ2523
 CZ2523.The geoid height was determined by GEOID03.
 CZ2523
 CZ2523;                    North         East     Units Scale Factor Converg.
 CZ2523;SPC AZ C     -   155,774.048   283,468.280   MT  0.99996059   +0 23 57.8
 CZ2523;SPC AZ C     -   511,069.71    930,014.04   iFT  0.99996059   +0 23 57.8
 CZ2523;UTM  12      - 3,585,097.886   483,882.988   MT  0.99960320   -0 05 30.6
 CZ2523
 CZ2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2523!SPC AZ C     -   0.99990572  x   0.99996059  =   0.99986632
 CZ2523!UTM  12      -   0.99990572  x   0.99960320  =   0.99950896
 CZ2523
 CZ2523:                Primary Azimuth Mark                     Grid Az
 CZ2523:SPC AZ C     -  NN 121                                   092 20 39.9
 CZ2523:UTM  12      -  NN 121                                   092 50 08.3
 CZ2523
 CZ2523|---------------------------------------------------------------------|
 CZ2523| PID    Reference Object                     Distance      Geod. Az  |
 CZ2523|                                                           dddmmss.s |
 CZ2523| CZ2524 NN 121                              APPROX. 0.6 KM 0924437.7 |
 CZ2523|---------------------------------------------------------------------|
 CZ2523
 CZ2523                          SUPERSEDED SURVEY CONTROL
 CZ2523
 CZ2523  ELLIP H (09/30/02)  600.502  (m)                       GP(       ) 3 2
 CZ2523  NAD 83(1992)-  32 24 10.09689(N)    111 10 16.98248(W) AD(       ) 1
 CZ2523  ELLIP H (10/05/93)  600.609  (m)                       GP(       ) 3 2
 CZ2523
 CZ2523.Superseded values are not recommended for survey control.
 CZ2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2523.See file dsdata.txt to determine how the superseded data were derived.
 CZ2523
 CZ2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8388385098(NAD 83)
 CZ2523_MARKER: I = METAL ROD
 CZ2523_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2523_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2523_STAMPING: NN-120 1991
 CZ2523_MARK LOGO: AZ-019
 CZ2523_PROJECTION: FLUSH
 CZ2523_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2523+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2523_ROD/PIPE-DEPTH: 6.55 meters
 CZ2523_SLEEVE-DEPTH  : 0.91 meters
 CZ2523
 CZ2523  HISTORY     - Date     Condition        Report By
 CZ2523  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2523  HISTORY     - 20070528 GOOD             GEOCAC
 CZ2523
 CZ2523                          STATION DESCRIPTION
 CZ2523
 CZ2523'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2523'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS
 CZ2523'STREET (EXIT 258), TRAVEL NORTH (WEST BOUND) ON I-10 FOR 15.3 MI
 CZ2523'(24.6 KM) TO AVRA VALLEY RD (EXIT 242), TRAVEL WEST ON AVRA VALLEY RD
 CZ2523'2.5 MI (4.0 KM) (0.3 MIWEST OF AIRLINE RD) TO MARKER. 29 FT (8.8 M)
 CZ2523'NORTH OF NORTH EDGE OF ROAD, 80 FT (24.4 M) WEST OF A POWER POLE, 120
 CZ2523'FT (36.6 M) WEST OF CORRUGATED METAL PIPE CROSSING AVRA VALLEY RD, 2
 CZ2523'FT (0.6 M) NORTH OF A WITNESS POST. TOWNSHIP 12 SOUTH, RANGE 11 EAST,
 CZ2523'SECTION 12.
 CZ2523'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2523'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN-120 1991, ON THE
 CZ2523'RIM.
 CZ2523
 CZ2523                          STATION RECOVERY (2007)
 CZ2523
 CZ2523'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2524 ***********************************************************************
 CZ2524  DESIGNATION -  NN 121
 CZ2524  PID         -  CZ2524
 CZ2524  STATE/COUNTY-  AZ/PIMA
 CZ2524  USGS QUAD   -  MARANA (1992)
 CZ2524
 CZ2524                         *CURRENT SURVEY CONTROL
 CZ2524  ___________________________________________________________________
 CZ2524* NAD 83(2007)-  32 24 09.19306(N)    111 09 54.77282(W)     ADJUSTED  
 CZ2524* NAVD 88     -       631.1    (meters)    2071.     (feet)  GPS OBS   
 CZ2524  ___________________________________________________________________
 CZ2524  EPOCH DATE  -        2007.00
 CZ2524  X           -  -1,946,386.142 (meters)                     COMP
 CZ2524  Y           -  -5,027,133.436 (meters)                     COMP
 CZ2524  Z           -   3,398,526.723 (meters)                     COMP
 CZ2524  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 CZ2524  ELLIP HEIGHT-         601.682 (meters)          (02/10/07) ADJUSTED
 CZ2524  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ2524
 CZ2524  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2524  Type    PID    Designation                      North   East  Ellip
 CZ2524  -------------------------------------------------------------------
 CZ2524  NETWORK CZ2524 NN 121                            0.98   1.04   1.92
 CZ2524  -------------------------------------------------------------------
 CZ2524
 CZ2524.The horizontal coordinates were established by GPS observations
 CZ2524.and adjusted by the National Geodetic Survey in February 2007.
 CZ2524
 CZ2524.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2524.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2524.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2524.The epoch date for horizontal control is a decimal equivalence
 CZ2524.of Year/Month/Day.
 CZ2524
 CZ2524.The orthometric height was determined by GPS observations and a
 CZ2524.high-resolution geoid model.
 CZ2524
 CZ2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2524
 CZ2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2524
 CZ2524.The ellipsoidal height was determined by GPS observations
 CZ2524.and is referenced to NAD 83.
 CZ2524
 CZ2524.The geoid height was determined by GEOID03.
 CZ2524
 CZ2524;                    North         East     Units Scale Factor Converg.
 CZ2524;SPC AZ C     -   155,750.278   284,048.873   MT  0.99996160   +0 24 09.7
 CZ2524;SPC AZ C     -   510,991.73    931,918.87   iFT  0.99996160   +0 24 09.7
 CZ2524;UTM  12      - 3,585,069.150   484,463.148   MT  0.99960298   -0 05 18.7
 CZ2524
 CZ2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2524!SPC AZ C     -   0.99990554  x   0.99996160  =   0.99986714
 CZ2524!UTM  12      -   0.99990554  x   0.99960298  =   0.99950856
 CZ2524
 CZ2524:                Primary Azimuth Mark                     Grid Az
 CZ2524:SPC AZ C     -  NN 120                                   272 20 39.9
 CZ2524:UTM  12      -  NN 120                                   272 50 08.3
 CZ2524
 CZ2524|---------------------------------------------------------------------|
 CZ2524| PID    Reference Object                     Distance      Geod. Az  |
 CZ2524|                                                           dddmmss.s |
 CZ2524| CZ2523 NN 120                              APPROX. 0.6 KM 2724449.6 |
 CZ2524|---------------------------------------------------------------------|
 CZ2524
 CZ2524                          SUPERSEDED SURVEY CONTROL
 CZ2524
 CZ2524  ELLIP H (09/30/02)  601.691  (m)                       GP(       ) 3 2
 CZ2524  NAD 83(1992)-  32 24 09.19326(N)    111 09 54.77149(W) AD(       ) 1
 CZ2524  ELLIP H (10/05/93)  601.797  (m)                       GP(       ) 3 2
 CZ2524
 CZ2524.Superseded values are not recommended for survey control.
 CZ2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2524.See file dsdata.txt to determine how the superseded data were derived.
 CZ2524
 CZ2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8446385069(NAD 83)
 CZ2524_MARKER: A = ALUMINUM MARKER
 CZ2524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2524_SP_SET: METAL PIPE IN CONCRETE
 CZ2524_STAMPING: NN-121 1991
 CZ2524_MARK LOGO: AZ-019
 CZ2524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2524+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2007
 CZ2524
 CZ2524  HISTORY     - Date     Condition        Report By
 CZ2524  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2524  HISTORY     - 20050412 GOOD             INDIV
 CZ2524  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2524
 CZ2524                          STATION DESCRIPTION
 CZ2524
 CZ2524'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2524'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2524'(EXIT 258), TRAVEL NORTH (WEST BOUND) ON I-10 FOR 15.3 MI (24.6 KM)
 CZ2524'TO AVRA VALLEY RD (EXIT 242), TRAVEL WEST ON AVRA VALLEY RD 2.2 MI
 CZ2524'(3.5 KM) TO AIRLINE RD. MARKER IS 18 FT (5.5 M) SOUTH OF SOUTH EDGE
 CZ2524'OF AVRA VALLEY RD, 13 FT (4.0 M) EAST OF EAST EDGE OF AIRLINE RD, 2
 CZ2524'FT (0.6 M) SOUTH OF A WITNESS POST. TOWNSHIP 12 SOUTH, RANGE 12 EAST,
 CZ2524'SECTION 7.
 CZ2524'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2524'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CZ2524'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2524'DISTRICT, NN-121 1991.
 CZ2524
 CZ2524                          STATION RECOVERY (2005)
 CZ2524
 CZ2524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BPG)
 CZ2524'RECOVERED IN GOOD CONDITION.
 CZ2524
 CZ2524                          STATION RECOVERY (2007)
 CZ2524
 CZ2524'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2524'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2524'THE DESCRIPTION   THE MARK IS 1.5 FEET SOUTH OF A WITNESS POST, AND 9
 CZ2524'FEET SOUTHEAST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1932 ***********************************************************************
 AI1932  DESIGNATION -  NN 127
 AI1932  PID         -  AI1932
 AI1932  STATE/COUNTY-  AZ/PIMA
 AI1932  USGS QUAD   -  ORO VALLEY (1981)
 AI1932
 AI1932                         *CURRENT SURVEY CONTROL
 AI1932  ___________________________________________________________________
 AI1932* NAD 83(2007)-  32 22 51.72949(N)    110 57 49.13675(W)     ADJUSTED  
 AI1932* NAVD 88     -       807.4    (meters)    2649.     (feet)  GPS OBS   
 AI1932  ___________________________________________________________________
 AI1932  EPOCH DATE  -        2007.00
 AI1932  X           -  -1,929,199.598 (meters)                     COMP
 AI1932  Y           -  -5,035,282.962 (meters)                     COMP
 AI1932  Z           -   3,396,606.378 (meters)                     COMP
 AI1932  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 AI1932  ELLIP HEIGHT-         778.587 (meters)          (02/10/07) ADJUSTED
 AI1932  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AI1932
 AI1932  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1932  Type    PID    Designation                      North   East  Ellip
 AI1932  -------------------------------------------------------------------
 AI1932  NETWORK AI1932 NN 127                            0.49   0.45   1.43
 AI1932  -------------------------------------------------------------------
 AI1932
 AI1932.The horizontal coordinates were established by GPS observations
 AI1932.and adjusted by the National Geodetic Survey in February 2007.
 AI1932
 AI1932.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1932.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1932.The horizontal coordinates are valid at the epoch date displayed above.
 AI1932.The epoch date for horizontal control is a decimal equivalence
 AI1932.of Year/Month/Day.
 AI1932
 AI1932.The orthometric height was determined by GPS observations and a
 AI1932.high-resolution geoid model.
 AI1932
 AI1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1932
 AI1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1932
 AI1932.The ellipsoidal height was determined by GPS observations
 AI1932.and is referenced to NAD 83.
 AI1932
 AI1932.The geoid height was determined by GEOID03.
 AI1932
 AI1932;                    North         East     Units Scale Factor Converg.
 AI1932;SPC AZ C     -   153,515.352   303,032.022   MT  0.99999913   +0 30 37.5
 AI1932;SPC AZ C     -   503,659.29    994,199.55   iFT  0.99999913   +0 30 37.5
 AI1932;UTM  12      - 3,582,672.509   503,419.262   MT  0.99960014   +0 01 10.1
 AI1932
 AI1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1932!SPC AZ C     -   0.99987777  x   0.99999913  =   0.99987690
 AI1932!UTM  12      -   0.99987777  x   0.99960014  =   0.99947796
 AI1932
 AI1932                          SUPERSEDED SURVEY CONTROL
 AI1932
 AI1932  NAD 83(1992)-  32 22 51.72898(N)    110 57 49.13594(W) AD(       ) A
 AI1932  ELLIP H (09/30/99)  778.608  (m)                       GP(       ) 3 1
 AI1932
 AI1932.Superseded values are not recommended for survey control.
 AI1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1932.See file dsdata.txt to determine how the superseded data were derived.
 AI1932
 AI1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0341982673(NAD 83)
 AI1932_MARKER: I = METAL ROD
 AI1932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI1932_STAMPING: NN-127 1991
 AI1932_PROJECTION: FLUSH
 AI1932_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1932+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1999
 AI1932_ROD/PIPE-DEPTH: 14.4 meters
 AI1932_SLEEVE-DEPTH  : 0.92 meters
 AI1932
 AI1932  HISTORY     - Date     Condition        Report By
 AI1932  HISTORY     - 1991     MONUMENTED       AZ-019
 AI1932  HISTORY     - 19990120 GOOD             AZ-019
 AI1932
 AI1932                          STATION DESCRIPTION
 AI1932
 AI1932'DESCRIBED BY PIMA COUNTY ARIZONA 1999 (MM)
 AI1932'THE STATION IS LOCATED IN TUCSON, IN SECTION 13, T 12 S, R 13 E, IN
 AI1932'THE NORTHEAST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY 77 (ORACLE
 AI1932'ROAD) AND LINDA VISTA ROAD.  OWNERSHIP--ROAD RIGHT-OF-WAY. TO REACH
 AI1932'THE STATION FROM THE INTERSECTION OF INA ROAD AND STATE HIGHWAY 77
 AI1932'(ORACLE ROAD) IN TUCSON, GO NORTH FOR ABOUT 3.0 MI (4.8 KM) ON HIGHWAY
 AI1932'77 TO LINDA VISTA ROAD AND THE STATION.  LOCATED AT HIGHWAY MILEPOST
 AI1932'78, ABOUT 35 FT (10.7 M) NORTH FROM THE NORTH END OF A CATTLE GUARD,
 AI1932'2.9 FT (0.9 M) WEST FROM A BARBED WIRE FENCE AND 1.5 FT (0.5 M) EAST
 AI1932'FROM A WITNESS POST.  NOTE--ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2421 ***********************************************************************
 CZ2421  DESIGNATION -  NN 13
 CZ2421  PID         -  CZ2421
 CZ2421  STATE/COUNTY-  AZ/PIMA
 CZ2421  USGS QUAD   -  TUCSON NORTH (1992)
 CZ2421
 CZ2421                         *CURRENT SURVEY CONTROL
 CZ2421  ___________________________________________________________________
 CZ2421* NAD 83(2007)-  32 20 13.28048(N)    110 57 36.30291(W)     ADJUSTED  
 CZ2421* NAVD 88     -       816.6    (meters)    2679.     (feet)  GPS OBS   
 CZ2421  ___________________________________________________________________
 CZ2421  EPOCH DATE  -        2007.00
 CZ2421  X           -  -1,929,823.648 (meters)                     COMP
 CZ2421  Y           -  -5,037,849.962 (meters)                     COMP
 CZ2421  Z           -   3,392,487.894 (meters)                     COMP
 CZ2421  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 CZ2421  ELLIP HEIGHT-         787.731 (meters)          (02/10/07) ADJUSTED
 CZ2421  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CZ2421
 CZ2421  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2421  Type    PID    Designation                      North   East  Ellip
 CZ2421  -------------------------------------------------------------------
 CZ2421  NETWORK CZ2421 NN 13                             0.84   0.80   1.59
 CZ2421  -------------------------------------------------------------------
 CZ2421
 CZ2421.The horizontal coordinates were established by GPS observations
 CZ2421.and adjusted by the National Geodetic Survey in February 2007.
 CZ2421
 CZ2421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2421.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2421.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2421.The epoch date for horizontal control is a decimal equivalence
 CZ2421.of Year/Month/Day.
 CZ2421
 CZ2421.The orthometric height was determined by GPS observations and a
 CZ2421.high-resolution geoid model.
 CZ2421
 CZ2421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2421
 CZ2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2421
 CZ2421.The ellipsoidal height was determined by GPS observations
 CZ2421.and is referenced to NAD 83.
 CZ2421
 CZ2421.The geoid height was determined by GEOID03.
 CZ2421
 CZ2421;                    North         East     Units Scale Factor Converg.
 CZ2421;SPC AZ C     -   148,637.734   303,411.089   MT  0.99999997   +0 30 42.2
 CZ2421;SPC AZ C     -   487,656.61    995,443.21   iFT  0.99999997   +0 30 42.2
 CZ2421;UTM  12      - 3,577,793.774   503,756.410   MT  0.99960017   +0 01 16.9
 CZ2421
 CZ2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2421!SPC AZ C     -   0.99987633  x   0.99999997  =   0.99987630
 CZ2421!UTM  12      -   0.99987633  x   0.99960017  =   0.99947655
 CZ2421
 CZ2421:                Primary Azimuth Mark                     Grid Az
 CZ2421:SPC AZ C     -  NN 14                                    083 11 30.7
 CZ2421:UTM  12      -  NN 14                                    083 40 56.0
 CZ2421
 CZ2421|---------------------------------------------------------------------|
 CZ2421| PID    Reference Object                     Distance      Geod. Az  |
 CZ2421|                                                           dddmmss.s |
 CZ2421| CZ2422 NN 14                               478.057 METERS 0834212.9 |
 CZ2421|---------------------------------------------------------------------|
 CZ2421
 CZ2421                          SUPERSEDED SURVEY CONTROL
 CZ2421
 CZ2421  ELLIP H (07/18/02)  787.751  (m)                       GP(       ) 4 2
 CZ2421  NAD 83(1992)-  32 20 13.28085(N)    110 57 36.30197(W) AD(       ) 1
 CZ2421  ELLIP H (08/23/93)  787.864  (m)                       GP(       ) 4 2
 CZ2421  NAD 83(1986)-  32 20 13.27687(N)    110 57 36.29850(W) AD(       ) 1
 CZ2421
 CZ2421.Superseded values are not recommended for survey control.
 CZ2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2421.See file dsdata.txt to determine how the superseded data were derived.
 CZ2421
 CZ2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0375677794(NAD 83)
 CZ2421_MARKER: DS = TRIANGULATION STATION DISK
 CZ2421_SETTING: 80 = SET IN A BOULDER
 CZ2421_SP_SET: IN DRILL HOLE IN P  E  BOULDER
 CZ2421_STAMPING: NN - 13 1990
 CZ2421_MARK LOGO: AZ-019
 CZ2421_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2421+STABILITY: SURFACE MOTION
 CZ2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2421+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2421
 CZ2421  HISTORY     - Date     Condition        Report By
 CZ2421  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2421
 CZ2421                          STATION DESCRIPTION
 CZ2421
 CZ2421'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2421'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND INA ROAD,
 CZ2421'EXIT NUMBER 248, TRAVEL EAST ALONG INA ROAD 10.0 KM (6.21 MI) TO THE
 CZ2421'INTERSECTION OF INA ROAD AND 1ST AVENUE.  MARKER IS EAST AND SOUTH OF
 CZ2421'THE INTERSECTION.
 CZ2421'MONUMENT IS 58 M (190.29 FT) EAST OF THE CENTER OF 1ST AVENUE AND 21
 CZ2421'M (68.90 FT) SOUTH OF THE CENTER OF INA ROAD.
 CZ2421'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2421'HOLE INTO A SMALL ROCK OUTCROP LOCATED 57.91 M (189.99 FT) EAST OF
 CZ2421'THE CENTER LINE OF 1ST AVENUE, 21.34 M (70.01 FT) SOUTH OF THE CENTER
 CZ2421'LINE OF INA ROAD, 7.62 M (25.00 FT) SOUTHEAST OF A POWER POLE AT THE
 CZ2421'TOP OF THE ROAD CUT SLOPE AND SOUTH 3.05 M (10.01 FT) FROM THE TOP OF
 CZ2421'THE ROAD CUT SLOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2525 ***********************************************************************
 CZ2525  DESIGNATION -  NN 137
 CZ2525  PID         -  CZ2525
 CZ2525  STATE/COUNTY-  AZ/PIMA
 CZ2525  USGS QUAD   -  JAYNES (1992)
 CZ2525
 CZ2525                         *CURRENT SURVEY CONTROL
 CZ2525  ___________________________________________________________________
 CZ2525* NAD 83(2007)-  32 17 23.34930(N)    111 03 50.55432(W)     ADJUSTED  
 CZ2525* NAVD 88     -       732.9    (meters)    2405.     (feet)  GPS OBS   
 CZ2525  ___________________________________________________________________
 CZ2525  EPOCH DATE  -        2007.00
 CZ2525  X           -  -1,939,941.454 (meters)                     COMP
 CZ2525  Y           -  -5,036,885.163 (meters)                     COMP
 CZ2525  Z           -   3,388,018.525 (meters)                     COMP
 CZ2525  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CZ2525  ELLIP HEIGHT-         703.521 (meters)          (02/10/07) ADJUSTED
 CZ2525  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ2525
 CZ2525  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2525  Type    PID    Designation                      North   East  Ellip
 CZ2525  -------------------------------------------------------------------
 CZ2525  NETWORK CZ2525 NN 137                            0.92   0.98   1.74
 CZ2525  -------------------------------------------------------------------
 CZ2525
 CZ2525.The horizontal coordinates were established by GPS observations
 CZ2525.and adjusted by the National Geodetic Survey in February 2007.
 CZ2525
 CZ2525.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2525.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2525.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2525.The epoch date for horizontal control is a decimal equivalence
 CZ2525.of Year/Month/Day.
 CZ2525
 CZ2525.The orthometric height was determined by GPS observations and a
 CZ2525.high-resolution geoid model.
 CZ2525
 CZ2525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2525
 CZ2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2525
 CZ2525.The ellipsoidal height was determined by GPS observations
 CZ2525.and is referenced to NAD 83.
 CZ2525
 CZ2525.The geoid height was determined by GEOID03.
 CZ2525
 CZ2525;                    North         East     Units Scale Factor Converg.
 CZ2525;SPC AZ C     -   143,320.888   293,665.896   MT  0.99997950   +0 27 19.8
 CZ2525;SPC AZ C     -   470,212.89    963,470.79   iFT  0.99997950   +0 27 19.8
 CZ2525;UTM  12      - 3,572,562.506   493,969.914   MT  0.99960045   -0 02 03.2
 CZ2525
 CZ2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2525!SPC AZ C     -   0.99988955  x   0.99997950  =   0.99986905
 CZ2525!UTM  12      -   0.99988955  x   0.99960045  =   0.99949004
 CZ2525
 CZ2525:                Primary Azimuth Mark                     Grid Az
 CZ2525:SPC AZ C     -  NN 138                                   007 57 31.0
 CZ2525:UTM  12      -  NN 138                                   008 26 54.0
 CZ2525
 CZ2525|---------------------------------------------------------------------|
 CZ2525| PID    Reference Object                     Distance      Geod. Az  |
 CZ2525|                                                           dddmmss.s |
 CZ2525| CZ2526 NN 138                              471.453 METERS 0082450.8 |
 CZ2525|---------------------------------------------------------------------|
 CZ2525
 CZ2525                          SUPERSEDED SURVEY CONTROL
 CZ2525
 CZ2525  ELLIP H (09/30/02)  703.546  (m)                       GP(       ) 3 2
 CZ2525  NAD 83(1992)-  32 17 23.34894(N)    111 03 50.55263(W) AD(       ) 1
 CZ2525  ELLIP H (10/05/93)  703.661  (m)                       GP(       ) 3 2
 CZ2525
 CZ2525.Superseded values are not recommended for survey control.
 CZ2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2525.See file dsdata.txt to determine how the superseded data were derived.
 CZ2525
 CZ2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9397072563(NAD 83)
 CZ2525_MARKER: I = METAL ROD
 CZ2525_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2525_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2525_STAMPING: NN-137 1991
 CZ2525_MARK LOGO: AZ-019
 CZ2525_PROJECTION: FLUSH
 CZ2525_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2525+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2525_ROD/PIPE-DEPTH: 1.83 meters
 CZ2525_SLEEVE-DEPTH  : 0.91 meters
 CZ2525
 CZ2525  HISTORY     - Date     Condition        Report By
 CZ2525  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2525  HISTORY     - 20060316 GOOD             USPSQD
 CZ2525
 CZ2525                          STATION DESCRIPTION
 CZ2525
 CZ2525'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2525'TO REACH THE STATION FROM TUCSON, I-10 AND CONGRESS ST (EXIT 258)
 CZ2525',TRAVEL NORTH ON I-10 APROX. 6 MILES (9.7 KM) TO CAMINO DEL
 CZ2525'CERRO/RUTHRAUFF ROAD (EXIT 252), WEST ON CAMINO DEL CERRO APROX. 1.9
 CZ2525'MILES (3.1 KM) TO CAMINO DE OESTE, SOUTH ON CAMINO DE OESTE 0.3 MILE
 CZ2525'(0.5 KM) TO MARKER. 18 FT (5.5 M) WEST OF WEST EDGE OF RD(3 FT WEST
 CZ2525'OF TOP OF SLOPE), 60 FT (18.3 M) NORTH OF T.V. PEDASTAL AND MAIL
 CZ2525'BOXES NO. 4535 THAT LIE NORTH OF PRIVATE DRIVEWAY, 2 FT (0.6 M) EAST
 CZ2525'OF WITNESS POST. TOWNSHIP 13 SOUTH, RANGE 12 EAST, SECTION 24.
 CZ2525'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2525'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED---NN-137 1991--- ON
 CZ2525'THE RIM.
 CZ2525
 CZ2525                          STATION RECOVERY (2006)
 CZ2525
 CZ2525'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2525'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2526 ***********************************************************************
 CZ2526  DESIGNATION -  NN 138
 CZ2526  PID         -  CZ2526
 CZ2526  STATE/COUNTY-  AZ/PIMA
 CZ2526  USGS QUAD   -  JAYNES (1992)
 CZ2526
 CZ2526                         *CURRENT SURVEY CONTROL
 CZ2526  ___________________________________________________________________
 CZ2526* NAD 83(2007)-  32 17 38.48981(N)    111 03 47.91764(W)     ADJUSTED  
 CZ2526* NAVD 88     -       713.4    (meters)    2341.     (feet)  GPS OBS   
 CZ2526  ___________________________________________________________________
 CZ2526  EPOCH DATE  -        2007.00
 CZ2526  X           -  -1,939,781.590 (meters)                     COMP
 CZ2526  Y           -  -5,036,662.052 (meters)                     COMP
 CZ2526  Z           -   3,388,402.402 (meters)                     COMP
 CZ2526  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 CZ2526  ELLIP HEIGHT-         684.029 (meters)          (02/10/07) ADJUSTED
 CZ2526  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ2526
 CZ2526  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2526  Type    PID    Designation                      North   East  Ellip
 CZ2526  -------------------------------------------------------------------
 CZ2526  NETWORK CZ2526 NN 138                            0.94   1.00   1.78
 CZ2526  -------------------------------------------------------------------
 CZ2526
 CZ2526.The horizontal coordinates were established by GPS observations
 CZ2526.and adjusted by the National Geodetic Survey in February 2007.
 CZ2526
 CZ2526.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2526.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2526.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2526.The epoch date for horizontal control is a decimal equivalence
 CZ2526.of Year/Month/Day.
 CZ2526
 CZ2526.The orthometric height was determined by GPS observations and a
 CZ2526.high-resolution geoid model.
 CZ2526
 CZ2526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2526
 CZ2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2526
 CZ2526.The ellipsoidal height was determined by GPS observations
 CZ2526.and is referenced to NAD 83.
 CZ2526
 CZ2526.The geoid height was determined by GEOID03.
 CZ2526
 CZ2526;                    North         East     Units Scale Factor Converg.
 CZ2526;SPC AZ C     -   143,787.790   293,731.171   MT  0.99997963   +0 27 21.4
 CZ2526;SPC AZ C     -   471,744.72    963,684.94   iFT  0.99997963   +0 27 21.4
 CZ2526;UTM  12      - 3,573,028.657   494,039.151   MT  0.99960044   -0 02 01.8
 CZ2526
 CZ2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2526!SPC AZ C     -   0.99989261  x   0.99997963  =   0.99987224
 CZ2526!UTM  12      -   0.99989261  x   0.99960044  =   0.99949309
 CZ2526
 CZ2526:                Primary Azimuth Mark                     Grid Az
 CZ2526:SPC AZ C     -  NN 137                                   187 57 30.8
 CZ2526:UTM  12      -  NN 137                                   188 26 54.0
 CZ2526
 CZ2526|---------------------------------------------------------------------|
 CZ2526| PID    Reference Object                     Distance      Geod. Az  |
 CZ2526|                                                           dddmmss.s |
 CZ2526| CZ2525 NN 137                              471.453 METERS 1882452.2 |
 CZ2526|---------------------------------------------------------------------|
 CZ2526
 CZ2526                          SUPERSEDED SURVEY CONTROL
 CZ2526
 CZ2526  ELLIP H (09/30/02)  684.054  (m)                       GP(       ) 3 2
 CZ2526  NAD 83(1992)-  32 17 38.48945(N)    111 03 47.91595(W) AD(       ) 1
 CZ2526  ELLIP H (10/05/93)  684.169  (m)                       GP(       ) 3 2
 CZ2526
 CZ2526.Superseded values are not recommended for survey control.
 CZ2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2526.See file dsdata.txt to determine how the superseded data were derived.
 CZ2526
 CZ2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9403973029(NAD 83)
 CZ2526_MARKER: A = ALUMINUM MARKER
 CZ2526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2526_SP_SET: METAL PIPE IN CONCRETE
 CZ2526_STAMPING: NN-138 1991
 CZ2526_MARK LOGO: AZ-019
 CZ2526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2526+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2526
 CZ2526  HISTORY     - Date     Condition        Report By
 CZ2526  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2526  HISTORY     - 20060316 GOOD             USPSQD
 CZ2526
 CZ2526                          STATION DESCRIPTION
 CZ2526
 CZ2526'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2526'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2526'(EXIT 258), TRAVEL NORTH ON I-10 APPROX 6 MI (9.7 KM) TO CAMINO DEL
 CZ2526'CERRO/RUTHRAUFF ROAD (EXIT 252), WEST ON CAMINO DEL CERRO APPROX 1.9
 CZ2526'MI (3.1 KM) TO CAMINO DE OESTE. MARKER IS IN THE SOUTHWEST CORNER OF
 CZ2526'INTERSECTION, 102 FT (31.1 M) WEST OF WEST EDGE OF CAMINO DE OESTE,
 CZ2526'75 FT (22.9 M) SOUTH OF CENTERLINE OF CAMINO DEL CERRO (75 FT SOUTH
 CZ2526'OF TOP OF SLOPE), 2 FT (0.6 M) SOUTH OF WITNESS POST. TOWNSHIP 13
 CZ2526'SOUTH, RANGE 12 EAST, SECTION 24.
 CZ2526'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 0.76
 CZ2526'CM (30IN) ALUMINUM TUBE IMBEDDED IN A CONCRETE MASS, STAMPED PIMA
 CZ2526'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2526'DISTRICT ,NN-138 1991.
 CZ2526
 CZ2526                          STATION RECOVERY (2006)
 CZ2526
 CZ2526'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2526'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2422 ***********************************************************************
 CZ2422  DESIGNATION -  NN 14
 CZ2422  PID         -  CZ2422
 CZ2422  STATE/COUNTY-  AZ/PIMA
 CZ2422  USGS QUAD   -  TUCSON NORTH (1992)
 CZ2422
 CZ2422                         *CURRENT SURVEY CONTROL
 CZ2422  ___________________________________________________________________
 CZ2422* NAD 83(2007)-  32 20 14.98218(N)    110 57 18.13287(W)     ADJUSTED  
 CZ2422* NAVD 88     -       825.4    (meters)    2708.     (feet)  GPS OBS   
 CZ2422  ___________________________________________________________________
 CZ2422  EPOCH DATE  -        2007.00
 CZ2422  X           -  -1,929,372.496 (meters)                     COMP
 CZ2422  Y           -  -5,038,000.734 (meters)                     COMP
 CZ2422  Z           -   3,392,536.920 (meters)                     COMP
 CZ2422  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 CZ2422  ELLIP HEIGHT-         796.576 (meters)          (02/10/07) ADJUSTED
 CZ2422  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CZ2422
 CZ2422  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2422  Type    PID    Designation                      North   East  Ellip
 CZ2422  -------------------------------------------------------------------
 CZ2422  NETWORK CZ2422 NN 14                             0.84   0.80   1.59
 CZ2422  -------------------------------------------------------------------
 CZ2422
 CZ2422.The horizontal coordinates were established by GPS observations
 CZ2422.and adjusted by the National Geodetic Survey in February 2007.
 CZ2422
 CZ2422.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2422.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2422.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2422.The epoch date for horizontal control is a decimal equivalence
 CZ2422.of Year/Month/Day.
 CZ2422
 CZ2422.The orthometric height was determined by GPS observations and a
 CZ2422.high-resolution geoid model.
 CZ2422
 CZ2422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2422
 CZ2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2422
 CZ2422.The ellipsoidal height was determined by GPS observations
 CZ2422.and is referenced to NAD 83.
 CZ2422
 CZ2422.The geoid height was determined by GEOID03.
 CZ2422
 CZ2422;                    North         East     Units Scale Factor Converg.
 CZ2422;SPC AZ C     -   148,694.406   303,885.775   MT  1.00000103   +0 30 51.9
 CZ2422;SPC AZ C     -   487,842.54    997,000.57   iFT  1.00000103   +0 30 51.9
 CZ2422;UTM  12      - 3,577,846.359   504,231.374   MT  0.99960022   +0 01 26.6
 CZ2422
 CZ2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2422!SPC AZ C     -   0.99987494  x   1.00000103  =   0.99987597
 CZ2422!UTM  12      -   0.99987494  x   0.99960022  =   0.99947521
 CZ2422
 CZ2422:                Primary Azimuth Mark                     Grid Az
 CZ2422:SPC AZ C     -  NN 13                                    263 11 30.7
 CZ2422:UTM  12      -  NN 13                                    263 40 56.0
 CZ2422
 CZ2422|---------------------------------------------------------------------|
 CZ2422| PID    Reference Object                     Distance      Geod. Az  |
 CZ2422|                                                           dddmmss.s |
 CZ2422| CZ2421 NN 13                               478.057 METERS 2634222.6 |
 CZ2422|---------------------------------------------------------------------|
 CZ2422
 CZ2422                          SUPERSEDED SURVEY CONTROL
 CZ2422
 CZ2422  ELLIP H (07/18/02)  796.596  (m)                       GP(       ) 4 2
 CZ2422  NAD 83(1992)-  32 20 14.98255(N)    110 57 18.13192(W) AD(       ) 1
 CZ2422  ELLIP H (08/23/93)  796.709  (m)                       GP(       ) 4 2
 CZ2422  NAD 83(1986)-  32 20 14.97856(N)    110 57 18.12845(W) AD(       ) 1
 CZ2422
 CZ2422.Superseded values are not recommended for survey control.
 CZ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2422.See file dsdata.txt to determine how the superseded data were derived.
 CZ2422
 CZ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0423177846(NAD 83)
 CZ2422_MARKER: A = ALUMINUM MARKER
 CZ2422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2422_SP_SET: METAL PIPE IN CONCRETE
 CZ2422_STAMPING: NN - 14 1990
 CZ2422_MARK LOGO: AZ-019
 CZ2422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2422+STABILITY: SURFACE MOTION
 CZ2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2422+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2422
 CZ2422  HISTORY     - Date     Condition        Report By
 CZ2422  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2422
 CZ2422                          STATION DESCRIPTION
 CZ2422
 CZ2422'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2422'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AT INA ROAD,
 CZ2422'EXIT 248. TRAVEL EAST ALONG INA ROAD 10.06 KM (6.25 MI) TO AN
 CZ2422'INTERSECTING STREET TO THE SOUTH SIGNED 1ST AVENUE. CONTINUE ALONG
 CZ2422'INA ROAD 0.48 KM (0.30 MI) TO THE EAST SIDE OF FIRST HILL ON LEFT
 CZ2422'(NORTH).
 CZ2422'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2422'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS. MONUMENT IS
 CZ2422'14.33 M (47.01 FT) NORTH OF THE EDGE OF PAVEMENT, 4.3 M (14.11 FT)
 CZ2422'WEST OF A 0.25 CM (1IN) ALUMINUM CAP PIN PROJECTING ABOVE GROUND 9 CM
 CZ2422', STAMPED BM 245 2705.89 AND 15.25 M (50.03 FT) NORTHWEST OF
 CZ2422'T-INTERSECTION WARNING SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2423 ***********************************************************************
 CZ2423  DESIGNATION -  NN 16
 CZ2423  PID         -  CZ2423
 CZ2423  STATE/COUNTY-  AZ/PIMA
 CZ2423  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ2423
 CZ2423                         *CURRENT SURVEY CONTROL
 CZ2423  ___________________________________________________________________
 CZ2423* NAD 83(2007)-  32 12 25.51860(N)    111 00 46.78907(W)     ADJUSTED  
 CZ2423* NAVD 88     -       756.6    (meters)    2482.     (feet)  GPS OBS   
 CZ2423  ___________________________________________________________________
 CZ2423  EPOCH DATE  -        2007.00
 CZ2423  X           -  -1,937,215.975 (meters)                     COMP
 CZ2423  Y           -  -5,043,200.496 (meters)                     COMP
 CZ2423  Z           -   3,380,271.424 (meters)                     COMP
 CZ2423  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CZ2423  ELLIP HEIGHT-         727.328 (meters)          (02/10/07) ADJUSTED
 CZ2423  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ2423
 CZ2423  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2423  Type    PID    Designation                      North   East  Ellip
 CZ2423  -------------------------------------------------------------------
 CZ2423  NETWORK CZ2423 NN 16                             0.35   0.29   0.43
 CZ2423  -------------------------------------------------------------------
 CZ2423
 CZ2423.The horizontal coordinates were established by GPS observations
 CZ2423.and adjusted by the National Geodetic Survey in February 2007.
 CZ2423
 CZ2423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2423.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2423.The epoch date for horizontal control is a decimal equivalence
 CZ2423.of Year/Month/Day.
 CZ2423
 CZ2423.The orthometric height was determined by GPS observations and a
 CZ2423.high-resolution geoid model.
 CZ2423
 CZ2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2423
 CZ2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2423
 CZ2423.The ellipsoidal height was determined by GPS observations
 CZ2423.and is referenced to NAD 83.
 CZ2423
 CZ2423.The geoid height was determined by GEOID03.
 CZ2423
 CZ2423;                    North         East     Units Scale Factor Converg.
 CZ2423;SPC AZ C     -   134,186.570   298,551.124   MT  0.99998947   +0 28 54.0
 CZ2423;SPC AZ C     -   440,244.65    979,498.44   iFT  0.99998947   +0 28 54.0
 CZ2423;UTM  12      - 3,563,390.340   498,775.135   MT  0.99960002   -0 00 24.9
 CZ2423
 CZ2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2423!SPC AZ C     -   0.99988581  x   0.99998947  =   0.99987528
 CZ2423!UTM  12      -   0.99988581  x   0.99960002  =   0.99948588
 CZ2423
 CZ2423                          SUPERSEDED SURVEY CONTROL
 CZ2423
 CZ2423  NAD 83(1992)-  32 12 25.51743(N)    111 00 46.78783(W) AD(       ) A
 CZ2423  ELLIP H (09/30/99)  727.350  (m)                       GP(       ) 3 1
 CZ2423  NAD 83(1992)-  32 12 25.51830(N)    111 00 46.78789(W) AD(       ) 1
 CZ2423  ELLIP H (08/23/93)  727.464  (m)                       GP(       ) 4 2
 CZ2423  NAD 83(1986)-  32 12 25.51452(N)    111 00 46.78518(W) AD(       ) 1
 CZ2423
 CZ2423.Superseded values are not recommended for survey control.
 CZ2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2423.See file dsdata.txt to determine how the superseded data were derived.
 CZ2423
 CZ2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9877563390(NAD 83)
 CZ2423_MARKER: I = METAL ROD
 CZ2423_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2423_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2423_STAMPING: NN/16 - 1990
 CZ2423_MARK LOGO: AZ-019
 CZ2423_PROJECTION: FLUSH
 CZ2423_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2423+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2423_ROD/PIPE-DEPTH: 4.00 meters
 CZ2423_SLEEVE-DEPTH  : 0.92 meters
 CZ2423
 CZ2423  HISTORY     - Date     Condition        Report By
 CZ2423  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2423  HISTORY     - 19990103 MARK NOT FOUND   USPSQD
 CZ2423  HISTORY     - 19990120 GOOD             AZ-019
 CZ2423  HISTORY     - 20060316 GOOD             USPSQD
 CZ2423
 CZ2423                          STATION DESCRIPTION
 CZ2423
 CZ2423'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2423'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND 22ND
 CZ2423'STREET, EXIT NUMBER 259, TRAVEL WEST ALONG 22ND STREET 2.9 KM
 CZ2423'(1.80 MI) TO AN INTERSECTING ROAD FROM THE SOUTH SIGNED LA CHOLLA
 CZ2423'BOULEVARD. STATION IS 112.17 M (368.01 FT) WEST OF THE CENTER OF LA
 CZ2423'CHOLLA BOULEVARD AND 21.95 M (72.01 FT) NORTH OF THE CENTER OF 22ND
 CZ2423'STREET.
 CZ2423'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 3.5 M
 CZ2423'(11.48 FT) NORTHEAST OF A POWER POLE AND 1.22 M (4.00 FT) SOUTH OF A
 CZ2423'FOUR (4)STRAND BARBED WIRE FENCE WITH CONCRETE POSTS. ACCESS COVER
 CZ2423'RIM HAS BEEN STAMPED NN - 16  1990.
 CZ2423
 CZ2423                          STATION RECOVERY (1999)
 CZ2423
 CZ2423'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ2423'MARK NOT FOUND.
 CZ2423
 CZ2423                          STATION RECOVERY (1999)
 CZ2423
 CZ2423'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1999 (MM)
 CZ2423'RECOVERED AS DESCRIBED.
 CZ2423
 CZ2423                          STATION RECOVERY (2006)
 CZ2423
 CZ2423'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2423'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2424 ***********************************************************************
 CZ2424  DESIGNATION -  NN 17
 CZ2424  PID         -  CZ2424
 CZ2424  STATE/COUNTY-  AZ/PIMA
 CZ2424  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ2424
 CZ2424                         *CURRENT SURVEY CONTROL
 CZ2424  ___________________________________________________________________
 CZ2424* NAD 83(2007)-  32 12 25.81689(N)    111 00 18.77214(W)     ADJUSTED  
 CZ2424* NAVD 88     -       757.2    (meters)    2484.     (feet)  GPS OBS   
 CZ2424  ___________________________________________________________________
 CZ2424  EPOCH DATE  -        2007.00
 CZ2424  X           -  -1,936,529.292 (meters)                     COMP
 CZ2424  Y           -  -5,043,459.290 (meters)                     COMP
 CZ2424  Z           -   3,380,279.388 (meters)                     COMP
 CZ2424  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CZ2424  ELLIP HEIGHT-         727.683 (meters)          (02/10/07) ADJUSTED
 CZ2424  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ2424
 CZ2424  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2424  Type    PID    Designation                      North   East  Ellip
 CZ2424  -------------------------------------------------------------------
 CZ2424  NETWORK CZ2424 NN 17                             0.51   0.43   0.92
 CZ2424  -------------------------------------------------------------------
 CZ2424
 CZ2424.The horizontal coordinates were established by GPS observations
 CZ2424.and adjusted by the National Geodetic Survey in February 2007.
 CZ2424
 CZ2424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2424.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2424.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2424.The epoch date for horizontal control is a decimal equivalence
 CZ2424.of Year/Month/Day.
 CZ2424
 CZ2424.The orthometric height was determined by GPS observations and a
 CZ2424.high-resolution geoid model.
 CZ2424
 CZ2424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2424
 CZ2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2424
 CZ2424.The ellipsoidal height was determined by GPS observations
 CZ2424.and is referenced to NAD 83.
 CZ2424
 CZ2424.The geoid height was determined by GEOID03.
 CZ2424
 CZ2424;                    North         East     Units Scale Factor Converg.
 CZ2424;SPC AZ C     -   134,201.952   299,284.746   MT  0.99999102   +0 29 08.9
 CZ2424;SPC AZ C     -   440,295.12    981,905.33   iFT  0.99999102   +0 29 08.9
 CZ2424;UTM  12      - 3,563,399.463   499,508.575   MT  0.99960000   -0 00 10.0
 CZ2424
 CZ2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2424!SPC AZ C     -   0.99988576  x   0.99999102  =   0.99987678
 CZ2424!UTM  12      -   0.99988576  x   0.99960000  =   0.99948580
 CZ2424
 CZ2424                          SUPERSEDED SURVEY CONTROL
 CZ2424
 CZ2424  ELLIP H (07/18/02)  727.712  (m)                       GP(       ) 4 2
 CZ2424  NAD 83(1992)-  32 12 25.81653(N)    111 00 18.77090(W) AD(       ) 1
 CZ2424  ELLIP H (08/23/93)  727.821  (m)                       GP(       ) 4 2
 CZ2424  NAD 83(1986)-  32 12 25.81271(N)    111 00 18.76816(W) AD(       ) 1
 CZ2424
 CZ2424.Superseded values are not recommended for survey control.
 CZ2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2424.See file dsdata.txt to determine how the superseded data were derived.
 CZ2424
 CZ2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9950963399(NAD 83)
 CZ2424_MARKER: A = ALUMINUM MARKER
 CZ2424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2424_SP_SET: METAL PIPE IN CONCRETE
 CZ2424_STAMPING: NN - 17 1990
 CZ2424_MARK LOGO: AZ-019
 CZ2424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2424+STABILITY: SURFACE MOTION
 CZ2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2424+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2424
 CZ2424  HISTORY     - Date     Condition        Report By
 CZ2424  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2424  HISTORY     - 19990103 GOOD             USPSQD
 CZ2424  HISTORY     - 20060316 GOOD             USPSQD
 CZ2424
 CZ2424                          STATION DESCRIPTION
 CZ2424
 CZ2424'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2424'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND 22ND
 CZ2424'STREET, EXIT NUMBER 259, TRAVEL WEST ALONG 22ND STREET 2.41 KM
 CZ2424'(1.50 MI) TO THE STATION WHICH IS 0.56 KM (0.35 MI) EAST OF THE
 CZ2424'INTERSECTION OF 22ND STREET AND LA CHOLLA BOULEVARD.
 CZ2424'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2424'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS. MONUMENT IS
 CZ2424'161.55 M (530.02 FT) EAST OF THE INTERSECTION OF 22ND STREET AND
 CZ2424'CAMINO SANTIAGO, 22.56 M (74.02 FT) NORTH OF THE CENTER OF 22ND
 CZ2424'STREET AND 0.5 M (1.64 FT) SOUTH OF A FOUR (4) STRAND BARBED WIRE
 CZ2424'FENCE. SUBSURFACE MARKER IS A MAGNET EPOXIED TO THE FLANGED BASE OF
 CZ2424'THE ALUMINUM TUBE MONUMENT.
 CZ2424
 CZ2424                          STATION RECOVERY (1999)
 CZ2424
 CZ2424'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ2424'RECOVERED IN GOOD CONDITION.
 CZ2424
 CZ2424                          STATION RECOVERY (2006)
 CZ2424
 CZ2424'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2424'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1933 ***********************************************************************
 AI1933  DESIGNATION -  NN 171
 AI1933  PID         -  AI1933
 AI1933  STATE/COUNTY-  AZ/PIMA
 AI1933  USGS QUAD   -  SABINO CANYON (1992)
 AI1933
 AI1933                         *CURRENT SURVEY CONTROL
 AI1933  ___________________________________________________________________
 AI1933* NAD 83(2007)-  32 17 41.89878(N)    110 45 14.28691(W)     ADJUSTED  
 AI1933* NAVD 88     -       840.3    (meters)    2757.     (feet)  GPS OBS   
 AI1933  ___________________________________________________________________
 AI1933  EPOCH DATE  -        2007.00
 AI1933  X           -  -1,912,578.788 (meters)                     COMP
 AI1933  Y           -  -5,047,110.223 (meters)                     COMP
 AI1933  Z           -   3,388,559.544 (meters)                     COMP
 AI1933  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 AI1933  ELLIP HEIGHT-         811.993 (meters)          (02/10/07) ADJUSTED
 AI1933  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AI1933
 AI1933  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1933  Type    PID    Designation                      North   East  Ellip
 AI1933  -------------------------------------------------------------------
 AI1933  NETWORK AI1933 NN 171                            0.43   0.39   1.25
 AI1933  -------------------------------------------------------------------
 AI1933
 AI1933.The horizontal coordinates were established by GPS observations
 AI1933.and adjusted by the National Geodetic Survey in February 2007.
 AI1933
 AI1933.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1933.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1933.The horizontal coordinates are valid at the epoch date displayed above.
 AI1933.The epoch date for horizontal control is a decimal equivalence
 AI1933.of Year/Month/Day.
 AI1933
 AI1933.The orthometric height was determined by GPS observations and a
 AI1933.high-resolution geoid model.
 AI1933
 AI1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1933
 AI1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1933
 AI1933.The ellipsoidal height was determined by GPS observations
 AI1933.and is referenced to NAD 83.
 AI1933
 AI1933.The geoid height was determined by GEOID03.
 AI1933
 AI1933;                    North         East     Units Scale Factor Converg.
 AI1933;SPC AZ C     -   144,166.691   322,866.104   MT  1.00004783   +0 37 16.6
 AI1933;SPC AZ C     -   472,987.83  1,059,271.99   iFT  1.00004783   +0 37 16.6
 AI1933;UTM  12      - 3,573,158.435   523,164.306   MT  0.99960662   +0 07 53.2
 AI1933
 AI1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1933!SPC AZ C     -   0.99987252  x   1.00004783  =   0.99992035
 AI1933!UTM  12      -   0.99987252  x   0.99960662  =   0.99947919
 AI1933
 AI1933                          SUPERSEDED SURVEY CONTROL
 AI1933
 AI1933  NAD 83(1992)-  32 17 41.89824(N)    110 45 14.28605(W) AD(       ) A
 AI1933  ELLIP H (09/30/99)  812.019  (m)                       GP(       ) 3 1
 AI1933
 AI1933.Superseded values are not recommended for survey control.
 AI1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1933.See file dsdata.txt to determine how the superseded data were derived.
 AI1933
 AI1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2316473158(NAD 83)
 AI1933_MARKER: I = METAL ROD
 AI1933_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI1933+WITH SETTING: INFORMATION.
 AI1933_STAMPING: NN-171 1991
 AI1933_PROJECTION: FLUSH
 AI1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1933+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1999
 AI1933_ROD/PIPE-DEPTH: 2.03 meters
 AI1933_SLEEVE-DEPTH  : 0.92 meters
 AI1933
 AI1933  HISTORY     - Date     Condition        Report By
 AI1933  HISTORY     - 1991     MONUMENTED       AZ-019
 AI1933  HISTORY     - 19990122 GOOD             AZ-019
 AI1933  HISTORY     - 20061124 GOOD             GEOCAC
 AI1933
 AI1933                          STATION DESCRIPTION
 AI1933
 AI1933'DESCRIBED BY PIMA COUNTY ARIZONA 1999 (MM)
 AI1933'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTH AND 15 MI (24.1 KM)
 AI1933'EAST OF DOWNTOWN TUCSON, IN SECTION 18, T 13 S, R 16 E, IN THE
 AI1933'NORTHWEST QUADRANT OF THE INTERSECTION OF SNYDER RD AND CATALINA
 AI1933'HIGHWAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.  LOCATED ABOUT 80 FT (24.4 M)
 AI1933'EAST FROM THE EAST EDGE OF CATALINA HIGHWAY, 39 FT (11.9 M) EAST FROM
 AI1933'A BARBED WIRE FENCE CORNER, ABOUT 35 FT (10.7 M) NORTH FROM THE NORTH
 AI1933'EDGE OF SNYDER RD AND 2 FT (0.6 M) SOUTH FROM A WITNESS POST IN BARBED
 AI1933'WIRE FENCE LINE.  NOTE--ROD DRIVEN TO REFUSAL.
 AI1933
 AI1933                          STATION RECOVERY (2006)
 AI1933
 AI1933'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 AI1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1934 ***********************************************************************
 AI1934  DESIGNATION -  NN 183
 AI1934  PID         -  AI1934
 AI1934  STATE/COUNTY-  AZ/PIMA
 AI1934  USGS QUAD   -  MOUNT FAGAN (1981)
 AI1934
 AI1934                         *CURRENT SURVEY CONTROL
 AI1934  ___________________________________________________________________
 AI1934* NAD 83(2007)-  31 57 46.19636(N)    110 43 25.94207(W)     ADJUSTED  
 AI1934* NAVD 88     -      1100.2    (meters)    3610.     (feet)  GPS OBS   
 AI1934  ___________________________________________________________________
 AI1934  EPOCH DATE  -        2007.00
 AI1934  X           -  -1,916,937.573 (meters)                     COMP
 AI1934  Y           -  -5,066,642.614 (meters)                     COMP
 AI1934  Z           -   3,357,502.884 (meters)                     COMP
 AI1934  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 AI1934  ELLIP HEIGHT-        1071.649 (meters)          (02/10/07) ADJUSTED
 AI1934  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AI1934
 AI1934  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1934  Type    PID    Designation                      North   East  Ellip
 AI1934  -------------------------------------------------------------------
 AI1934  NETWORK AI1934 NN 183                            0.43   0.37   1.22
 AI1934  -------------------------------------------------------------------
 AI1934
 AI1934.The horizontal coordinates were established by GPS observations
 AI1934.and adjusted by the National Geodetic Survey in February 2007.
 AI1934
 AI1934.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1934.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1934.The horizontal coordinates are valid at the epoch date displayed above.
 AI1934.The epoch date for horizontal control is a decimal equivalence
 AI1934.of Year/Month/Day.
 AI1934
 AI1934.The orthometric height was determined by GPS observations and a
 AI1934.high-resolution geoid model.
 AI1934
 AI1934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1934
 AI1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1934
 AI1934.The ellipsoidal height was determined by GPS observations
 AI1934.and is referenced to NAD 83.
 AI1934
 AI1934.The geoid height was determined by GEOID03.
 AI1934
 AI1934;                    North         East     Units Scale Factor Converg.
 AI1934;SPC AZ C     -   107,367.370   326,108.616   MT  1.00005673   +0 37 53.4
 AI1934;SPC AZ C     -   352,255.15  1,069,910.16   iFT  1.00005673   +0 37 53.4
 AI1934;UTM  12      - 3,536,349.232   526,092.251   MT  0.99960840   +0 08 46.2
 AI1934
 AI1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1934!SPC AZ C     -   0.99983176  x   1.00005673  =   0.99988848
 AI1934!UTM  12      -   0.99983176  x   0.99960840  =   0.99944023
 AI1934
 AI1934                          SUPERSEDED SURVEY CONTROL
 AI1934
 AI1934  NAD 83(1992)-  31 57 46.19585(N)    110 43 25.94121(W) AD(       ) A
 AI1934  ELLIP H (09/30/99) 1071.672  (m)                       GP(       ) 3 1
 AI1934
 AI1934.Superseded values are not recommended for survey control.
 AI1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1934.See file dsdata.txt to determine how the superseded data were derived.
 AI1934
 AI1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2609236349(NAD 83)
 AI1934_MARKER: I = METAL ROD
 AI1934_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI1934_STAMPING: NN-183 1992
 AI1934_PROJECTION: FLUSH
 AI1934_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1934+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1999
 AI1934_ROD/PIPE-DEPTH: 4.78 meters
 AI1934_SLEEVE-DEPTH  : 0.92 meters
 AI1934
 AI1934  HISTORY     - Date     Condition        Report By
 AI1934  HISTORY     - 1992     MONUMENTED       AZ-019
 AI1934  HISTORY     - 19990120 GOOD             AZ-019
 AI1934
 AI1934                          STATION DESCRIPTION
 AI1934
 AI1934'DESCRIBED BY PIMA COUNTY ARIZONA 1999 (MM)
 AI1934'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST AND 18 MI (29.0 KM)
 AI1934'SOUTH OF DOWNTOWN TUCSON, IN SECTION 17, T 17 S, R 16 E, NEAR THE
 AI1934'INTERSECTION OF SAHUARITA RD AND WENTWORTH RD.  OWNERSHIP--ROAD
 AI1934'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AI1934'HIGHWAY 10 AND WENTWORTH ROAD (EXIT 279), GO SOUTH FOR 4.5 MI (7.2 KM)
 AI1934'ON WENTWORTH RD TO SAHUARITA RD AND THE STATION, 0.1 MI (0.2 KM) WEST
 AI1934'OF WENTWORTH RD, ON THE SOUTH SIDE OF SAHUARITA RD. THE STATION IS ON
 AI1934'THE TOP OF A SMALL HILL.  LOCATED 23.5 FT (7.2 M) SOUTH FROM THE TOP
 AI1934'OF SLOPE OF HILL, 1.95 FT (0.59 M) NORTH FROM A BARBED WIRE FENCE AND
 AI1934'ABOUT 1.5 FT (0.5 M) SOUTH FROM A WITNESS POST.  NOTE--ROD DRIVEN TO
 AI1934'REFUSAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2425 ***********************************************************************
 CZ2425  DESIGNATION -  NN 19
 CZ2425  PID         -  CZ2425
 CZ2425  STATE/COUNTY-  AZ/PIMA
 CZ2425  USGS QUAD   -  TUCSON NORTH (1992)
 CZ2425
 CZ2425                         *CURRENT SURVEY CONTROL
 CZ2425  ___________________________________________________________________
 CZ2425* NAD 83(2007)-  32 15 01.86186(N)    110 57 40.01120(W)     ADJUSTED  
 CZ2425* NAVD 88     -       733.8    (meters)    2407.     (feet)  GPS OBS   
 CZ2425  ___________________________________________________________________
 CZ2425  EPOCH DATE  -        2007.00
 CZ2425  X           -  -1,931,722.681 (meters)                     COMP
 CZ2425  Y           -  -5,042,536.043 (meters)                     COMP
 CZ2425  Z           -   3,384,333.589 (meters)                     COMP
 CZ2425  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 CZ2425  ELLIP HEIGHT-         704.571 (meters)          (02/10/07) ADJUSTED
 CZ2425  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CZ2425
 CZ2425  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2425  Type    PID    Designation                      North   East  Ellip
 CZ2425  -------------------------------------------------------------------
 CZ2425  NETWORK CZ2425 NN 19                             0.82   0.76   1.49
 CZ2425  -------------------------------------------------------------------
 CZ2425
 CZ2425.The horizontal coordinates were established by GPS observations
 CZ2425.and adjusted by the National Geodetic Survey in February 2007.
 CZ2425
 CZ2425.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2425.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2425.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2425.The epoch date for horizontal control is a decimal equivalence
 CZ2425.of Year/Month/Day.
 CZ2425
 CZ2425.The orthometric height was determined by GPS observations and a
 CZ2425.high-resolution geoid model.
 CZ2425
 CZ2425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2425
 CZ2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2425
 CZ2425.The ellipsoidal height was determined by GPS observations
 CZ2425.and is referenced to NAD 83.
 CZ2425
 CZ2425.The geoid height was determined by GEOID03.
 CZ2425
 CZ2425;                    North         East     Units Scale Factor Converg.
 CZ2425;SPC AZ C     -   139,044.523   303,399.592   MT  0.99999994   +0 30 35.8
 CZ2425;SPC AZ C     -   456,182.82    995,405.49   iFT  0.99999994   +0 30 35.8
 CZ2425;UTM  12      - 3,568,204.846   503,662.948   MT  0.99960017   +0 01 14.7
 CZ2425
 CZ2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2425!SPC AZ C     -   0.99988938  x   0.99999994  =   0.99988933
 CZ2425!UTM  12      -   0.99988938  x   0.99960017  =   0.99948960
 CZ2425
 CZ2425:                Primary Azimuth Mark                     Grid Az
 CZ2425:SPC AZ C     -  NN 20                                    100 17 34.8
 CZ2425:UTM  12      -  NN 20                                    100 46 55.9
 CZ2425
 CZ2425|---------------------------------------------------------------------|
 CZ2425| PID    Reference Object                     Distance      Geod. Az  |
 CZ2425|                                                           dddmmss.s |
 CZ2425| CZ2426 NN 20                               455.199 METERS 1004810.6 |
 CZ2425|---------------------------------------------------------------------|
 CZ2425
 CZ2425                          SUPERSEDED SURVEY CONTROL
 CZ2425
 CZ2425  ELLIP H (07/18/02)  704.592  (m)                       GP(       ) 4 2
 CZ2425  NAD 83(1992)-  32 15 01.86225(N)    110 57 40.01035(W) AD(       ) 1
 CZ2425  ELLIP H (08/23/93)  704.708  (m)                       GP(       ) 4 2
 CZ2425  NAD 83(1986)-  32 15 01.85818(N)    110 57 40.00734(W) AD(       ) 1
 CZ2425
 CZ2425.Superseded values are not recommended for survey control.
 CZ2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2425.See file dsdata.txt to determine how the superseded data were derived.
 CZ2425
 CZ2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0366368205(NAD 83)
 CZ2425_MARKER: I = METAL ROD
 CZ2425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2425_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2425_STAMPING: NN - 19 1990
 CZ2425_MARK LOGO: AZ-019
 CZ2425_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2425+STABILITY: POSITION/ELEVATION WELL
 CZ2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2425+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2425
 CZ2425  HISTORY     - Date     Condition        Report By
 CZ2425  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2425  HISTORY     - 19990103 GOOD             USPSQD
 CZ2425  HISTORY     - 20060316 GOOD             USPSQD
 CZ2425
 CZ2425                          STATION DESCRIPTION
 CZ2425
 CZ2425'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2425'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND GRANT ROAD
 CZ2425', EXIT NUMBER 256, TRAVEL EAST ALONG GRANT ROAD TO THE INTERSECTION OF
 CZ2425'GRANT ROAD AND 1ST AVENUE 2.9 KM (1.80 MI) . THE MONUMENT IS IN THE
 CZ2425'NORTHWEST CORNER OF THE INTERSECTION.
 CZ2425'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 4.11 M
 CZ2425'(13.48 FT) NORTHWEST OF THE NORTHWEST CURB AT THE WHEELCHAIR RAMP,
 CZ2425'1.01 M (3.31 FT) WEST OF THE WEST EDGE OF THE SIDEWALK, AND 0.85 M
 CZ2425'(2.79 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK. ACCESS COVER RIM
 CZ2425'HAS BEEN STAMPED NN - 19  1990.
 CZ2425
 CZ2425                          STATION RECOVERY (1999)
 CZ2425
 CZ2425'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ2425'RECOVERED IN GOOD CONDITION.
 CZ2425
 CZ2425                          STATION RECOVERY (2006)
 CZ2425
 CZ2425'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2425'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2426 ***********************************************************************
 CZ2426  DESIGNATION -  NN 20
 CZ2426  PID         -  CZ2426
 CZ2426  STATE/COUNTY-  AZ/PIMA
 CZ2426  USGS QUAD   -  TUCSON (1992)
 CZ2426
 CZ2426                         *CURRENT SURVEY CONTROL
 CZ2426  ___________________________________________________________________
 CZ2426* NAD 83(2007)-  32 14 59.09173(N)    110 57 22.92991(W)     ADJUSTED  
 CZ2426* NAVD 88     -       737.1    (meters)    2418.     (feet)  GPS OBS   
 CZ2426  ___________________________________________________________________
 CZ2426  EPOCH DATE  -        2007.00
 CZ2426  X           -  -1,931,322.370 (meters)                     COMP
 CZ2426  Y           -  -5,042,741.116 (meters)                     COMP
 CZ2426  Z           -   3,384,263.169 (meters)                     COMP
 CZ2426  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CZ2426  ELLIP HEIGHT-         707.856 (meters)          (02/10/07) ADJUSTED
 CZ2426  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CZ2426
 CZ2426  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2426  Type    PID    Designation                      North   East  Ellip
 CZ2426  -------------------------------------------------------------------
 CZ2426  NETWORK CZ2426 NN 20                             0.80   0.74   1.47
 CZ2426  -------------------------------------------------------------------
 CZ2426
 CZ2426.The horizontal coordinates were established by GPS observations
 CZ2426.and adjusted by the National Geodetic Survey in February 2007.
 CZ2426
 CZ2426.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2426.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2426.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2426.The epoch date for horizontal control is a decimal equivalence
 CZ2426.of Year/Month/Day.
 CZ2426
 CZ2426.The orthometric height was determined by GPS observations and a
 CZ2426.high-resolution geoid model.
 CZ2426
 CZ2426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2426
 CZ2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2426
 CZ2426.The ellipsoidal height was determined by GPS observations
 CZ2426.and is referenced to NAD 83.
 CZ2426
 CZ2426.The geoid height was determined by GEOID03.
 CZ2426
 CZ2426;                    North         East     Units Scale Factor Converg.
 CZ2426;SPC AZ C     -   138,963.187   303,847.465   MT  1.00000094   +0 30 44.9
 CZ2426;SPC AZ C     -   455,915.97    996,874.89   iFT  1.00000094   +0 30 44.9
 CZ2426;UTM  12      - 3,568,119.723   504,109.932   MT  0.99960021   +0 01 23.8
 CZ2426
 CZ2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2426!SPC AZ C     -   0.99988887  x   1.00000094  =   0.99988981
 CZ2426!UTM  12      -   0.99988887  x   0.99960021  =   0.99948912
 CZ2426
 CZ2426:                Primary Azimuth Mark                     Grid Az
 CZ2426:SPC AZ C     -  NN 19                                    280 17 34.8
 CZ2426:UTM  12      -  NN 19                                    280 46 55.9
 CZ2426
 CZ2426|---------------------------------------------------------------------|
 CZ2426| PID    Reference Object                     Distance      Geod. Az  |
 CZ2426|                                                           dddmmss.s |
 CZ2426| CZ2425 NN 19                               455.199 METERS 2804819.7 |
 CZ2426|---------------------------------------------------------------------|
 CZ2426
 CZ2426                          SUPERSEDED SURVEY CONTROL
 CZ2426
 CZ2426  ELLIP H (07/18/02)  707.877  (m)                       GP(       ) 4 2
 CZ2426  NAD 83(1992)-  32 14 59.09212(N)    110 57 22.92906(W) AD(       ) 1
 CZ2426  ELLIP H (08/23/93)  707.993  (m)                       GP(       ) 4 2
 CZ2426  NAD 83(1986)-  32 14 59.08805(N)    110 57 22.92604(W) AD(       ) 1
 CZ2426
 CZ2426.Superseded values are not recommended for survey control.
 CZ2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2426.See file dsdata.txt to determine how the superseded data were derived.
 CZ2426
 CZ2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0411068120(NAD 83)
 CZ2426_MARKER: A = ALUMINUM MARKER
 CZ2426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2426_SP_SET: METAL PIPE IN CONCRETE
 CZ2426_STAMPING: NN - 20 1990
 CZ2426_MARK LOGO: AZ-019
 CZ2426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2426+STABILITY: SURFACE MOTION
 CZ2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2426+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2426
 CZ2426  HISTORY     - Date     Condition        Report By
 CZ2426  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2426  HISTORY     - 19990103 MARK NOT FOUND   USPSQD
 CZ2426
 CZ2426                          STATION DESCRIPTION
 CZ2426
 CZ2426'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2426'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND GRANT ROAD
 CZ2426', EXIT NUMBER 256, TRAVEL EAST ALONG GRANT ROAD 3.30 KM (2.05 MI)  TO
 CZ2426'THE INTERSECTION OF GRANT ROAD AND PARK AVENUE.  THE MONUMENT IS EAST
 CZ2426'OF THE INTERSECTION.
 CZ2426'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2426'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS 39.63 M
 CZ2426'(130.02 FT) EAST OF THE EAST EDGE OF PAVEMENT OF PARK AVENUE AND 0.91
 CZ2426'M (2.99 FT) SOUTH OF THE BACK OF CURB OF GRANT ROAD NORTH OF A
 CZ2426'RESIDENCE ADDRESSED 1020 EAST GRANT ROAD. SUBSURFACE MARK IS A MAGNET
 CZ2426'EPOXIED TO THE FLANGED BASE OF THE ALUMINUM TUBE MONUMENT.
 CZ2426
 CZ2426                          STATION RECOVERY (1999)
 CZ2426
 CZ2426'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ2426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2427 ***********************************************************************
 CZ2427  DESIGNATION -  NN 21
 CZ2427  PID         -  CZ2427
 CZ2427  STATE/COUNTY-  AZ/PIMA
 CZ2427  USGS QUAD   -  TUCSON (1992)
 CZ2427
 CZ2427                         *CURRENT SURVEY CONTROL
 CZ2427  ___________________________________________________________________
 CZ2427* NAD 83(2007)-  32 12 25.31614(N)    110 55 05.36054(W)     ADJUSTED  
 CZ2427* NAVD 88     -       762.8    (meters)    2503.     (feet)  GPS OBS   
 CZ2427  ___________________________________________________________________
 CZ2427  EPOCH DATE  -        2007.00
 CZ2427  X           -  -1,928,868.438 (meters)                     COMP
 CZ2427  Y           -  -5,046,408.311 (meters)                     COMP
 CZ2427  Z           -   3,380,269.493 (meters)                     COMP
 CZ2427  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CZ2427  ELLIP HEIGHT-         733.606 (meters)          (02/10/07) ADJUSTED
 CZ2427  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CZ2427
 CZ2427  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2427  Type    PID    Designation                      North   East  Ellip
 CZ2427  -------------------------------------------------------------------
 CZ2427  NETWORK CZ2427 NN 21                             0.80   0.76   1.65
 CZ2427  -------------------------------------------------------------------
 CZ2427
 CZ2427.The horizontal coordinates were established by GPS observations
 CZ2427.and adjusted by the National Geodetic Survey in February 2007.
 CZ2427
 CZ2427.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2427.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2427.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2427.The epoch date for horizontal control is a decimal equivalence
 CZ2427.of Year/Month/Day.
 CZ2427
 CZ2427.The orthometric height was determined by GPS observations and a
 CZ2427.high-resolution geoid model.
 CZ2427
 CZ2427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2427
 CZ2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2427
 CZ2427.The ellipsoidal height was determined by GPS observations
 CZ2427.and is referenced to NAD 83.
 CZ2427
 CZ2427.The geoid height was determined by GEOID03.
 CZ2427
 CZ2427;                    North         East     Units Scale Factor Converg.
 CZ2427;SPC AZ C     -   134,259.447   307,492.471   MT  1.00000924   +0 31 56.0
 CZ2427;SPC AZ C     -   440,483.75  1,008,833.57   iFT  1.00000924   +0 31 56.0
 CZ2427;UTM  12      - 3,563,386.969   507,713.211   MT  0.99960073   +0 02 37.0
 CZ2427
 CZ2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2427!SPC AZ C     -   0.99988483  x   1.00000924  =   0.99989407
 CZ2427!UTM  12      -   0.99988483  x   0.99960073  =   0.99948560
 CZ2427
 CZ2427                          SUPERSEDED SURVEY CONTROL
 CZ2427
 CZ2427  ELLIP H (07/18/02)  733.632  (m)                       GP(       ) 4 2
 CZ2427  NAD 83(1992)-  32 12 25.31646(N)    110 55 05.35971(W) AD(       ) 1
 CZ2427  ELLIP H (08/23/93)  733.744  (m)                       GP(       ) 4 2
 CZ2427  NAD 83(1986)-  32 12 25.31219(N)    110 55 05.35696(W) AD(       ) 1
 CZ2427
 CZ2427.Superseded values are not recommended for survey control.
 CZ2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2427.See file dsdata.txt to determine how the superseded data were derived.
 CZ2427
 CZ2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0771363387(NAD 83)
 CZ2427_MARKER: DD = SURVEY DISK
 CZ2427_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2427_SP_SET: SURROUNDED BY MASS OF CONCRETE
 CZ2427_STAMPING: NN - 21 1990
 CZ2427_MARK LOGO: AZ-019
 CZ2427_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2427+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2427
 CZ2427  HISTORY     - Date     Condition        Report By
 CZ2427  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2427  HISTORY     - 20010909 GOOD             INDIV
 CZ2427  HISTORY     - 20011210 GOOD             NGS
 CZ2427  HISTORY     - 20061209 MARK NOT FOUND   GEOCAC
 CZ2427
 CZ2427                          STATION DESCRIPTION
 CZ2427
 CZ2427'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2427'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND 22ND
 CZ2427'STREET, EXIT NUMBER 259, TRAVEL EAST ALONG 22ND STREET 5.79 KM
 CZ2427'(3.60 MI) TO THE INTERSECTION OF 22ND STREET AND RANDOLF WAY.
 CZ2427'MARKER IS A STANDARD 7.62 CM (3IN) BRASS DISC IN A CONCRETE BULLNOSE.
 CZ2427'MONUMENT IS IN THE EAST END OF THE WEST BULLNOSE OF THE INTERSECTION.
 CZ2427'STATION IS ALSO PART OF A U.S.C.G.S. BENCH RUN BY D.O.RICHARDSON BOOK
 CZ2427'PV 938 IN SPRING OF 1975.
 CZ2427
 CZ2427                          STATION RECOVERY (2001)
 CZ2427
 CZ2427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ2427'IN MEDIAN AS DESCRIBED, BUT DISK IS NOT LABELED NORMALLY AND DATED
 CZ2427'1968.  NOT A POSITIVE ID DESPITE APPARENTLY CORRECT LOCATION.
 CZ2427
 CZ2427                          STATION RECOVERY (2001)
 CZ2427
 CZ2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2427'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CZ2427
 CZ2427                          STATION RECOVERY (2006)
 CZ2427
 CZ2427'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2427'TWENTY FEET OF THE EASTERN END OF THE BULLNOSE HAVE BEEN REMOVED.
 CZ2427'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2428 ***********************************************************************
 CZ2428  DESIGNATION -  NN 22
 CZ2428  PID         -  CZ2428
 CZ2428  STATE/COUNTY-  AZ/PIMA
 CZ2428  USGS QUAD   -  TUCSON (1992)
 CZ2428
 CZ2428                         *CURRENT SURVEY CONTROL
 CZ2428  ___________________________________________________________________
 CZ2428* NAD 83(2007)-  32 12 25.91265(N)    110 54 38.42428(W)     ADJUSTED  
 CZ2428* NAVD 88     -       767.0    (meters)    2516.     (feet)  GPS OBS   
 CZ2428  ___________________________________________________________________
 CZ2428  EPOCH DATE  -        2007.00
 CZ2428  X           -  -1,928,207.174 (meters)                     COMP
 CZ2428  Y           -  -5,046,654.314 (meters)                     COMP
 CZ2428  Z           -   3,380,287.269 (meters)                     COMP
 CZ2428  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 CZ2428  ELLIP HEIGHT-         737.785 (meters)          (02/10/07) ADJUSTED
 CZ2428  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CZ2428
 CZ2428  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2428  Type    PID    Designation                      North   East  Ellip
 CZ2428  -------------------------------------------------------------------
 CZ2428  NETWORK CZ2428 NN 22                             0.80   0.76   1.65
 CZ2428  -------------------------------------------------------------------
 CZ2428
 CZ2428.The horizontal coordinates were established by GPS observations
 CZ2428.and adjusted by the National Geodetic Survey in February 2007.
 CZ2428
 CZ2428.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2428.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2428.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2428.The epoch date for horizontal control is a decimal equivalence
 CZ2428.of Year/Month/Day.
 CZ2428
 CZ2428.The orthometric height was determined by GPS observations and a
 CZ2428.high-resolution geoid model.
 CZ2428
 CZ2428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2428
 CZ2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2428
 CZ2428.The ellipsoidal height was determined by GPS observations
 CZ2428.and is referenced to NAD 83.
 CZ2428
 CZ2428.The geoid height was determined by GEOID03.
 CZ2428
 CZ2428;                    North         East     Units Scale Factor Converg.
 CZ2428;SPC AZ C     -   134,284.398   308,197.708   MT  1.00001088   +0 32 10.4
 CZ2428;SPC AZ C     -   440,565.61  1,011,147.34   iFT  1.00001088   +0 32 10.4
 CZ2428;UTM  12      - 3,563,405.897   508,418.346   MT  0.99960087   +0 02 51.4
 CZ2428
 CZ2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2428!SPC AZ C     -   0.99988417  x   1.00001088  =   0.99989505
 CZ2428!UTM  12      -   0.99988417  x   0.99960087  =   0.99948509
 CZ2428
 CZ2428                          SUPERSEDED SURVEY CONTROL
 CZ2428
 CZ2428  ELLIP H (07/18/02)  737.811  (m)                       GP(       ) 4 2
 CZ2428  NAD 83(1992)-  32 12 25.91297(N)    110 54 38.42345(W) AD(       ) 1
 CZ2428  ELLIP H (08/23/93)  737.923  (m)                       GP(       ) 4 2
 CZ2428  NAD 83(1986)-  32 12 25.90871(N)    110 54 38.42066(W) AD(       ) 1
 CZ2428
 CZ2428.Superseded values are not recommended for survey control.
 CZ2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2428.See file dsdata.txt to determine how the superseded data were derived.
 CZ2428
 CZ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0841863406(NAD 83)
 CZ2428_MARKER: I = METAL ROD
 CZ2428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2428_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2428_STAMPING: NN - 22 1990
 CZ2428_MARK LOGO: AZ-019
 CZ2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2428+STABILITY: POSITION/ELEVATION WELL
 CZ2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2428+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2001
 CZ2428
 CZ2428  HISTORY     - Date     Condition        Report By
 CZ2428  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2428  HISTORY     - 19960521 GOOD             USPSQD
 CZ2428  HISTORY     - 20010909 GOOD             INDIV
 CZ2428
 CZ2428                          STATION DESCRIPTION
 CZ2428
 CZ2428'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2428'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND ALVERNON
 CZ2428'WAY, EXIT NUMBER 265, TRAVEL NORTH ALONG ALVERNON WAY 5.47 KM
 CZ2428'(3.40 MI) TO THE INTERSECTION OF 22ND STREET AND ALVERNON WAY. THE
 CZ2428'MONUMENT IS WEST AND NORTH OF THE INTERSECTION.
 CZ2428'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 83.21 M
 CZ2428'(273.00 FT) WEST OF THE ALVERNON WAY AND 22ND STREET INTERSECTION,
 CZ2428'1.22 M (4.00 FT) NORTH OF THE NORTH EDGE OF A 3.66 M (12.01 FT) WIDE
 CZ2428'PAVED JOGGING PATH, AND 5.79 M (19.00 FT) SOUTH OF A SIX FOOT CHAIN
 CZ2428'LINK FENCE. ACCESS COVER RIM HAS BEEN STAMPED NN - 22  1990.
 CZ2428
 CZ2428                          STATION RECOVERY (1996)
 CZ2428
 CZ2428'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2428'RECOVERED IN GOOD CONDITION.
 CZ2428
 CZ2428                          STATION RECOVERY (2001)
 CZ2428
 CZ2428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2429 ***********************************************************************
 CZ2429  DESIGNATION -  NN 23
 CZ2429  PID         -  CZ2429
 CZ2429  STATE/COUNTY-  AZ/PIMA
 CZ2429  USGS QUAD   -  TUCSON NORTH (1992)
 CZ2429
 CZ2429                         *CURRENT SURVEY CONTROL
 CZ2429  ___________________________________________________________________
 CZ2429* NAD 83(2007)-  32 17 44.18821(N)    110 53 34.94480(W)     ADJUSTED  
 CZ2429* NAVD 88     -       806.0    (meters)    2644.     (feet)  GPS OBS   
 CZ2429  ___________________________________________________________________
 CZ2429  EPOCH DATE  -        2007.00
 CZ2429  X           -  -1,924,799.820 (meters)                     COMP
 CZ2429  Y           -  -5,042,390.268 (meters)                     COMP
 CZ2429  Z           -   3,388,600.516 (meters)                     COMP
 CZ2429  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 CZ2429  ELLIP HEIGHT-         777.090 (meters)          (02/10/07) ADJUSTED
 CZ2429  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CZ2429
 CZ2429  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2429  Type    PID    Designation                      North   East  Ellip
 CZ2429  -------------------------------------------------------------------
 CZ2429  NETWORK CZ2429 NN 23                             0.90   0.86   1.69
 CZ2429  -------------------------------------------------------------------
 CZ2429
 CZ2429.The horizontal coordinates were established by GPS observations
 CZ2429.and adjusted by the National Geodetic Survey in February 2007.
 CZ2429
 CZ2429.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2429.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2429.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2429.The epoch date for horizontal control is a decimal equivalence
 CZ2429.of Year/Month/Day.
 CZ2429
 CZ2429.The orthometric height was determined by GPS observations and a
 CZ2429.high-resolution geoid model.
 CZ2429
 CZ2429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2429
 CZ2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2429
 CZ2429.The ellipsoidal height was determined by GPS observations
 CZ2429.and is referenced to NAD 83.
 CZ2429
 CZ2429.The geoid height was determined by GEOID03.
 CZ2429
 CZ2429;                    North         East     Units Scale Factor Converg.
 CZ2429;SPC AZ C     -   144,103.670   309,766.638   MT  1.00001458   +0 32 49.0
 CZ2429;SPC AZ C     -   472,781.07  1,016,294.74   iFT  1.00001458   +0 32 49.0
 CZ2429;UTM  12      - 3,573,207.379   510,070.377   MT  0.99960125   +0 03 25.7
 CZ2429
 CZ2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2429!SPC AZ C     -   0.99987800  x   1.00001458  =   0.99989258
 CZ2429!UTM  12      -   0.99987800  x   0.99960125  =   0.99947930
 CZ2429
 CZ2429:                Primary Azimuth Mark                     Grid Az
 CZ2429:SPC AZ C     -  NN 24                                    005 03 57.1
 CZ2429:UTM  12      -  NN 24                                    005 33 20.4
 CZ2429
 CZ2429|---------------------------------------------------------------------|
 CZ2429| PID    Reference Object                     Distance      Geod. Az  |
 CZ2429|                                                           dddmmss.s |
 CZ2429| CZ2430 NN 24                               APPROX. 0.5 KM 0053646.1 |
 CZ2429|---------------------------------------------------------------------|
 CZ2429
 CZ2429                          SUPERSEDED SURVEY CONTROL
 CZ2429
 CZ2429  ELLIP H (07/18/02)  777.110  (m)                       GP(       ) 4 2
 CZ2429  NAD 83(1992)-  32 17 44.18848(N)    110 53 34.94391(W) AD(       ) 1
 CZ2429  ELLIP H (08/23/93)  777.223  (m)                       GP(       ) 4 2
 CZ2429  NAD 83(1986)-  32 17 44.18412(N)    110 53 34.94085(W) AD(       ) 1
 CZ2429
 CZ2429.Superseded values are not recommended for survey control.
 CZ2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2429.See file dsdata.txt to determine how the superseded data were derived.
 CZ2429
 CZ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1007073207(NAD 83)
 CZ2429_MARKER: I = METAL ROD
 CZ2429_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2429_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2429_STAMPING: NN - 23 1990
 CZ2429_MARK LOGO: AZ-019
 CZ2429_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2429+STABILITY: POSITION/ELEVATION WELL
 CZ2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2429+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2429
 CZ2429  HISTORY     - Date     Condition        Report By
 CZ2429  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2429  HISTORY     - 20060316 GOOD             USPSQD
 CZ2429
 CZ2429                          STATION DESCRIPTION
 CZ2429
 CZ2429'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2429'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND ALVERNON
 CZ2429'WAY, EXIT NUMBER 265, TRAVEL NORTH ALONG ALVERNON WAY 10.3 KM
 CZ2429'(6.40 MI) TO THE INTERSECTION OF ALVERNON WAY AND GRANT ROAD. TURN
 CZ2429'RIGHT (EAST) AND TRAVEL ALONG GRANT ROAD 1.61 KM (1.00 MI) TO THE
 CZ2429'INTERSECTION OF GRANT ROAD AND SWAN ROAD.   TURN LEFT (NORTH) AND
 CZ2429'TRAVEL ALONG SWAN ROAD 4.99 KM (3.10 MI) TO THE INTERSECTION OF SWAN
 CZ2429'ROAD AND CALLE BARRIL.
 CZ2429'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED IN THE WEST
 CZ2429'MOST MEDIAN 18.29 M (60.01 FT) SOUTH OF THE SWAN ROAD AND CALLE
 CZ2429'BARRIL INTERSECTION, 0.91 M (2.99 FT) WEST OF THE WEST EDGE OF
 CZ2429'PAVEMENT OF SWAN ROAD BEHIND THE GUARD RAIL. ACCESS COVER RIM HAS
 CZ2429'BEEN STAMPED NN - 23  1990.
 CZ2429
 CZ2429                          STATION RECOVERY (2006)
 CZ2429
 CZ2429'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2429'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2430 ***********************************************************************
 CZ2430  DESIGNATION -  NN 24
 CZ2430  PID         -  CZ2430
 CZ2430  STATE/COUNTY-  AZ/PIMA
 CZ2430  USGS QUAD   -  TUCSON NORTH (1992)
 CZ2430
 CZ2430                         *CURRENT SURVEY CONTROL
 CZ2430  ___________________________________________________________________
 CZ2430* NAD 83(2007)-  32 18 00.80162(N)    110 53 33.02245(W)     ADJUSTED  
 CZ2430* NAVD 88     -       814.7    (meters)    2673.     (feet)  GPS OBS   
 CZ2430  ___________________________________________________________________
 CZ2430  EPOCH DATE  -        2007.00
 CZ2430  X           -  -1,924,657.940 (meters)                     COMP
 CZ2430  Y           -  -5,042,159.630 (meters)                     COMP
 CZ2430  Z           -   3,389,037.819 (meters)                     COMP
 CZ2430  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 CZ2430  ELLIP HEIGHT-         785.846 (meters)          (02/10/07) ADJUSTED
 CZ2430  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CZ2430
 CZ2430  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2430  Type    PID    Designation                      North   East  Ellip
 CZ2430  -------------------------------------------------------------------
 CZ2430  NETWORK CZ2430 NN 24                             0.88   0.86   1.69
 CZ2430  -------------------------------------------------------------------
 CZ2430
 CZ2430.The horizontal coordinates were established by GPS observations
 CZ2430.and adjusted by the National Geodetic Survey in February 2007.
 CZ2430
 CZ2430.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2430.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2430.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2430.The epoch date for horizontal control is a decimal equivalence
 CZ2430.of Year/Month/Day.
 CZ2430
 CZ2430.The orthometric height was determined by GPS observations and a
 CZ2430.high-resolution geoid model.
 CZ2430
 CZ2430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2430
 CZ2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2430
 CZ2430.The ellipsoidal height was determined by GPS observations
 CZ2430.and is referenced to NAD 83.
 CZ2430
 CZ2430.The geoid height was determined by GEOID03.
 CZ2430
 CZ2430;                    North         East     Units Scale Factor Converg.
 CZ2430;SPC AZ C     -   144,615.883   309,812.044   MT  1.00001469   +0 32 50.3
 CZ2430;SPC AZ C     -   474,461.56  1,016,443.71   iFT  1.00001469   +0 32 50.3
 CZ2430;UTM  12      - 3,573,718.974   510,120.140   MT  0.99960126   +0 03 26.8
 CZ2430
 CZ2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2430!SPC AZ C     -   0.99987663  x   1.00001469  =   0.99989132
 CZ2430!UTM  12      -   0.99987663  x   0.99960126  =   0.99947794
 CZ2430
 CZ2430:                Primary Azimuth Mark                     Grid Az
 CZ2430:SPC AZ C     -  NN 23                                    185 03 56.8
 CZ2430:UTM  12      -  NN 23                                    185 33 20.3
 CZ2430
 CZ2430|---------------------------------------------------------------------|
 CZ2430| PID    Reference Object                     Distance      Geod. Az  |
 CZ2430|                                                           dddmmss.s |
 CZ2430| CZ2429 NN 23                               APPROX. 0.5 KM 1853647.1 |
 CZ2430|---------------------------------------------------------------------|
 CZ2430
 CZ2430                          SUPERSEDED SURVEY CONTROL
 CZ2430
 CZ2430  ELLIP H (07/18/02)  785.867  (m)                       GP(       ) 4 2
 CZ2430  NAD 83(1992)-  32 18 00.80188(N)    110 53 33.02156(W) AD(       ) 1
 CZ2430  ELLIP H (08/23/93)  785.979  (m)                       GP(       ) 4 2
 CZ2430  NAD 83(1986)-  32 18 00.79752(N)    110 53 33.01850(W) AD(       ) 1
 CZ2430
 CZ2430.Superseded values are not recommended for survey control.
 CZ2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2430.See file dsdata.txt to determine how the superseded data were derived.
 CZ2430
 CZ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1012073719(NAD 83)
 CZ2430_MARKER: A = ALUMINUM MARKER
 CZ2430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2430_SP_SET: METAL PIPE IN CONCRETE
 CZ2430_STAMPING: NN - 24 1990
 CZ2430_MARK LOGO: AZ-019
 CZ2430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2430+STABILITY: SURFACE MOTION
 CZ2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2430+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2430
 CZ2430  HISTORY     - Date     Condition        Report By
 CZ2430  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2430  HISTORY     - 20060316 GOOD             USPSQD
 CZ2430
 CZ2430                          STATION DESCRIPTION
 CZ2430
 CZ2430'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2430'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND ALVERNON
 CZ2430'WAY, EXIT NUMBER 265, TRAVEL NORTH ALONG ALVERNON WAY 10.46 KM
 CZ2430'(6.50 MI) TO THE INTERSECTION OF ALVERNON WAY AND GRANT ROAD. TURN
 CZ2430'RIGHT (EAST)  AND TRAVEL ALONG GRANT ROAD 1.61 KM (1.00 MI) TO THE
 CZ2430'INTERSECTION OF GRANT ROAD AND SWAN ROAD.   TURN LEFT (NORTH) AND
 CZ2430'TRAVEL ALONG SWAN ROAD 5.47 KM (3.40 MI) TO A CATCH BASIN AT THE EAST
 CZ2430'SIDE OF SWAN ROAD.
 CZ2430'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2430'(30IN)  ALUMINUM TUBE IMBEDDED IN A POURED  CONCRETE MASS  0.91 M
 CZ2430'(2.99 FT) EAST OF THE EAST CURB AND GUARD RAIL,  0.46 M (1.51 FT)
 CZ2430'NORTH OF THE NORTH EDGE OF THE CATCH BASIN. SUBSURFACE MARK IS A
 CZ2430'MAGNET EPOXIED TO THE FLANGED BASE OF THE ALUMINUM TUBE MONUMENT.
 CZ2430
 CZ2430                          STATION RECOVERY (2006)
 CZ2430
 CZ2430'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2430'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2431 ***********************************************************************
 CZ2431  DESIGNATION -  NN 25
 CZ2431  PID         -  CZ2431
 CZ2431  STATE/COUNTY-  AZ/PIMA
 CZ2431  USGS QUAD   -  SABINO CANYON (1992)
 CZ2431
 CZ2431                         *CURRENT SURVEY CONTROL
 CZ2431  ___________________________________________________________________
 CZ2431* NAD 83(2007)-  32 19 27.49511(N)    110 51 04.99263(W)     ADJUSTED  
 CZ2431* NAVD 88     -       900.7    (meters)    2955.     (feet)  GPS OBS   
 CZ2431  ___________________________________________________________________
 CZ2431  EPOCH DATE  -        2007.00
 CZ2431  X           -  -1,920,556.595 (meters)                     COMP
 CZ2431  Y           -  -5,042,273.489 (meters)                     COMP
 CZ2431  Z           -   3,391,341.081 (meters)                     COMP
 CZ2431  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 CZ2431  ELLIP HEIGHT-         871.975 (meters)          (02/10/07) ADJUSTED
 CZ2431  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CZ2431
 CZ2431  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2431  Type    PID    Designation                      North   East  Ellip
 CZ2431  -------------------------------------------------------------------
 CZ2431  NETWORK CZ2431 NN 25                             0.92   0.92   1.80
 CZ2431  -------------------------------------------------------------------
 CZ2431
 CZ2431.The horizontal coordinates were established by GPS observations
 CZ2431.and adjusted by the National Geodetic Survey in February 2007.
 CZ2431
 CZ2431.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2431.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2431.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2431.The epoch date for horizontal control is a decimal equivalence
 CZ2431.of Year/Month/Day.
 CZ2431
 CZ2431.The orthometric height was determined by GPS observations and a
 CZ2431.high-resolution geoid model.
 CZ2431
 CZ2431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2431
 CZ2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2431
 CZ2431.The ellipsoidal height was determined by GPS observations
 CZ2431.and is referenced to NAD 83.
 CZ2431
 CZ2431.The geoid height was determined by GEOID03.
 CZ2431
 CZ2431;                    North         East     Units Scale Factor Converg.
 CZ2431;SPC AZ C     -   147,324.008   313,658.179   MT  1.00002401   +0 34 10.8
 CZ2431;SPC AZ C     -   483,346.48  1,029,062.27   iFT  1.00002401   +0 34 10.8
 CZ2431;UTM  12      - 3,576,392.988   513,987.680   MT  0.99960241   +0 04 46.1
 CZ2431
 CZ2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2431!SPC AZ C     -   0.99986311  x   1.00002401  =   0.99988711
 CZ2431!UTM  12      -   0.99986311  x   0.99960241  =   0.99946557
 CZ2431
 CZ2431:                Primary Azimuth Mark                     Grid Az
 CZ2431:SPC AZ C     -  NN 30                                    172 26 17.9
 CZ2431:UTM  12      -  NN 30                                    172 55 42.6
 CZ2431
 CZ2431|---------------------------------------------------------------------|
 CZ2431| PID    Reference Object                     Distance      Geod. Az  |
 CZ2431|                                                           dddmmss.s |
 CZ2431| CZ2433 NN 30                               APPROX. 0.5 KM 1730028.7 |
 CZ2431|---------------------------------------------------------------------|
 CZ2431
 CZ2431                          SUPERSEDED SURVEY CONTROL
 CZ2431
 CZ2431  ELLIP H (07/18/02)  871.995  (m)                       GP(       ) 4 2
 CZ2431  NAD 83(1992)-  32 19 27.49530(N)    110 51 04.99172(W) AD(       ) 1
 CZ2431  ELLIP H (08/23/93)  872.108  (m)                       GP(       ) 4 2
 CZ2431  NAD 83(1986)-  32 19 27.49086(N)    110 51 04.98853(W) AD(       ) 1
 CZ2431
 CZ2431.Superseded values are not recommended for survey control.
 CZ2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2431.See file dsdata.txt to determine how the superseded data were derived.
 CZ2431
 CZ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1398876393(NAD 83)
 CZ2431_MARKER: DS = TRIANGULATION STATION DISK
 CZ2431_SETTING: 80 = SET IN A BOULDER
 CZ2431_SP_SET: IN DRILL HOLE IN P  E  BOULDER
 CZ2431_STAMPING: NN - 25 1990
 CZ2431_MARK LOGO: AZ-019
 CZ2431_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2431+STABILITY: SURFACE MOTION
 CZ2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2431+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2431
 CZ2431  HISTORY     - Date     Condition        Report By
 CZ2431  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2431  HISTORY     - 20060316 GOOD             USPSQD
 CZ2431
 CZ2431                          STATION DESCRIPTION
 CZ2431
 CZ2431'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2431'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND KOLB ROAD,
 CZ2431'EXIT NUMBER 270, TRAVEL NORTH ALONG KOLB ROAD 16.09 KM (10.00 MI) TO
 CZ2431'THE INTERSECTION OF KOLB ROAD AND TANQUE VERDE ROAD.  TURN RIGHT
 CZ2431'(NORTHEAST) AND TRAVEL NORTHEAST AND EAST ALONG TANQUE VERDE ROAD 1.0
 CZ2431'KM (0.62 MI) TO THE INTERSECTION OF TANQUE VERDE ROAD AND SABINO
 CZ2431'CANYON ROAD.  TURN LEFT (NORTH) AND TRAVEL 3.38 KM (2.10 MI) ALONG
 CZ2431'SABINO CANYON ROAD TO A FORK IN THE ROAD.  TURN LEFT (NORTHWEST) AND
 CZ2431'TRAVEL ALONG KOLB ROAD 3.22 KM (2.00 MI) TO THE INTERSECTION OF KOLB
 CZ2431'ROAD AND SUNRISE DRIVE. PROCEED NORTHWESTERLY ALONG KOLB ROAD 1.77 KM
 CZ2431'(1.10 MI)  TO A POINT, WHICH IS 0.24 KM (0.15 MI) SOUTHEAST OF THE LA
 CZ2431'VENTANA CANYON RESORT ENTRANCE.
 CZ2431'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2431'HOLE INTO EXPOSED ROCK LOCATED 2.01 M (6.59 FT) EAST FROM THE EAST
 CZ2431'BACK OF CURB, 4.88 M (16.01 FT) NORTH OF THE NORTH EDGE OF A CONCRETE
 CZ2431'SPILLWAY, AND 11.28 M (37.01 FT) NORTHEAST OF A SEWER MANHOLE IN KOLB
 CZ2431'ROAD.
 CZ2431
 CZ2431                          STATION RECOVERY (2006)
 CZ2431
 CZ2431'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2431'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0769 ***********************************************************************
 DU0769  DESIGNATION -  NN 259
 DU0769  PID         -  DU0769
 DU0769  STATE/COUNTY-  AZ/MARICOPA
 DU0769  USGS QUAD   -  CHANDLER (1981)
 DU0769
 DU0769                         *CURRENT SURVEY CONTROL
 DU0769  ___________________________________________________________________
 DU0769* NAD 83(1986)-  33 20 07.     (N)    111 45 43.     (W)     SCALED    
 DU0769* NAVD 88     -       384.02   (+/-2cm)    1259.9    (feet)  VERTCON   
 DU0769  ___________________________________________________________________
 DU0769  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0769
 DU0769.The horizontal coordinates were scaled from a topographic map and have
 DU0769.an estimated accuracy of +/- 6 seconds.
 DU0769
 DU0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0769.The vertical order pertains to the NGVD 29 superseded value.
 DU0769
 DU0769.The geoid height was determined by GEOID03.
 DU0769
 DU0769;                    North         East    Units  Estimated Accuracy
 DU0769;SPC AZ C     -   258,940.      227,760.      MT  (+/- 180 meters Scaled)
 DU0769
 DU0769                          SUPERSEDED SURVEY CONTROL
 DU0769
 DU0769  NGVD 29 (??/??/92)  383.498  (m)         1258.19   (f) ADJ UNCH    2 0
 DU0769
 DU0769.Superseded values are not recommended for survey control.
 DU0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0769.See file dsdata.txt to determine how the superseded data were derived.
 DU0769
 DU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290887(NAD 83)
 DU0769_MARKER: DB = BENCH MARK DISK
 DU0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0769_SP_SET: DITCH GATE
 DU0769_STAMPING: N N 259 1945
 DU0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0769
 DU0769  HISTORY     - Date     Condition        Report By
 DU0769  HISTORY     - 1945     MONUMENTED       CGS
 DU0769  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU0769  HISTORY     - 20071127 MARK NOT FOUND   GEOCAC
 DU0769
 DU0769                          STATION DESCRIPTION
 DU0769
 DU0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DU0769'1.9 MI SE FROM GILBERT.
 DU0769'ALONG THE SOUTHERN PACIFIC RAILWAY, 1.9 MILES SOUTHEAST OF THE RAILWAY
 DU0769'STATION AT GILBERT, 400.0 FEET NORTHWEST OF MILE-POST NO. 929, 78.0
 DU0769'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 27.0 FEET NORTH OF THE CENTER
 DU0769'LINE OF AN EAST-WEST GRAVEL ROAD WHICH CROSSES THE RAILWAY, SET IN THE
 DU0769'TOP OF THE NORTHWEST CORNER OF ANGLE FORMED BY A 2-WAY CONCRETE
 DU0769'IRRIGATION DITCH GATE CONTROL SYSTEM.
 DU0769
 DU0769                          STATION RECOVERY (2005)
 DU0769
 DU0769'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0769'FOUND MILE POST 929 BUT THE IRRIGATION DITCH APPEARS TO NOW BE A
 DU0769'PUMPING STATION.
 DU0769
 DU0769                          STATION RECOVERY (2007)
 DU0769
 DU0769'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2432 ***********************************************************************
 CZ2432  DESIGNATION -  NN 26
 CZ2432  PID         -  CZ2432
 CZ2432  STATE/COUNTY-  AZ/PIMA
 CZ2432  USGS QUAD   -  TUCSON SE (1992)
 CZ2432
 CZ2432                         *CURRENT SURVEY CONTROL
 CZ2432  ___________________________________________________________________
 CZ2432* NAD 83(2007)-  32 07 08.29752(N)    110 48 42.83504(W)     ADJUSTED  
 CZ2432* NAVD 88     -       877.4    (meters)    2879.     (feet)  GPS OBS   
 CZ2432  ___________________________________________________________________
 CZ2432  EPOCH DATE  -        2007.00
 CZ2432  X           -  -1,921,388.071 (meters)                     COMP
 CZ2432  Y           -  -5,054,927.274 (meters)                     COMP
 CZ2432  Z           -   3,372,063.121 (meters)                     COMP
 CZ2432  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 CZ2432  ELLIP HEIGHT-         848.408 (meters)          (02/10/07) ADJUSTED
 CZ2432  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CZ2432
 CZ2432  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2432  Type    PID    Designation                      North   East  Ellip
 CZ2432  -------------------------------------------------------------------
 CZ2432  NETWORK CZ2432 NN 26                             0.94   0.94   2.08
 CZ2432  -------------------------------------------------------------------
 CZ2432
 CZ2432.The horizontal coordinates were established by GPS observations
 CZ2432.and adjusted by the National Geodetic Survey in February 2007.
 CZ2432
 CZ2432.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2432.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2432.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2432.The epoch date for horizontal control is a decimal equivalence
 CZ2432.of Year/Month/Day.
 CZ2432
 CZ2432.The orthometric height was determined by GPS observations and a
 CZ2432.high-resolution geoid model.
 CZ2432
 CZ2432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2432
 CZ2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2432
 CZ2432.The ellipsoidal height was determined by GPS observations
 CZ2432.and is referenced to NAD 83.
 CZ2432
 CZ2432.The geoid height was determined by GEOID03.
 CZ2432
 CZ2432;                    North         East     Units Scale Factor Converg.
 CZ2432;SPC AZ C     -   124,592.617   317,610.385   MT  1.00003399   +0 35 14.8
 CZ2432;SPC AZ C     -   408,768.43  1,042,028.82   iFT  1.00003399   +0 35 14.8
 CZ2432;UTM  12      - 3,553,638.400   517,744.214   MT  0.99960388   +0 06 00.0
 CZ2432
 CZ2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2432!SPC AZ C     -   0.99986680  x   1.00003399  =   0.99990079
 CZ2432!UTM  12      -   0.99986680  x   0.99960388  =   0.99947074
 CZ2432
 CZ2432:                Primary Azimuth Mark                     Grid Az
 CZ2432:SPC AZ C     -  NN 31                                    089 33 50.9
 CZ2432:UTM  12      -  NN 31                                    090 03 05.7
 CZ2432
 CZ2432|---------------------------------------------------------------------|
 CZ2432| PID    Reference Object                     Distance      Geod. Az  |
 CZ2432|                                                           dddmmss.s |
 CZ2432| CZ2434 NN 31                               455.936 METERS 0900905.7 |
 CZ2432|---------------------------------------------------------------------|
 CZ2432
 CZ2432                          SUPERSEDED SURVEY CONTROL
 CZ2432
 CZ2432  ELLIP H (07/18/02)  848.437  (m)                       GP(       ) 4 2
 CZ2432  NAD 83(1992)-  32 07 08.29757(N)    110 48 42.83405(W) AD(       ) 1
 CZ2432  ELLIP H (08/23/93)  848.545  (m)                       GP(       ) 4 2
 CZ2432  NAD 83(1986)-  32 07 08.29290(N)    110 48 42.83105(W) AD(       ) 1
 CZ2432
 CZ2432.Superseded values are not recommended for survey control.
 CZ2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2432.See file dsdata.txt to determine how the superseded data were derived.
 CZ2432
 CZ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1774453638(NAD 83)
 CZ2432_MARKER: A = ALUMINUM MARKER
 CZ2432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2432_SP_SET: METAL PIPE IN CONCRETE
 CZ2432_STAMPING: NN - 26 1990
 CZ2432_MARK LOGO: AZ-019
 CZ2432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2432+STABILITY: SURFACE MOTION
 CZ2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2432+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2432
 CZ2432  HISTORY     - Date     Condition        Report By
 CZ2432  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2432  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ2432
 CZ2432                          STATION DESCRIPTION
 CZ2432
 CZ2432'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2432'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2432'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 6.6 KM
 CZ2432'(4.10 MI) TO THE INTERSECTION  OF  HOUGHTON ROAD AND VALENCIA ROAD.
 CZ2432'TURN RIGHT (WEST)  AND TRAVEL ALONG VALENCIA ROAD 3.7 KM (2.30 MI) TO
 CZ2432'A POINT 137.16 M (450.00 FT) EAST OF THE INTERSECTION OF VALENCIA
 CZ2432'ROAD AND OLD VAIL ROAD.  MARKER IS AT APPROX 8400 EAST VALENCIA ROAD.
 CZ2432'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2432'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS. MONUMENT IS
 CZ2432'7.92 M (25.98 FT) SOUTH OF THE EDGE OF PAVEMENT PROJECTING UP 0.06 M
 CZ2432'(0.20 FT) . SUBSURFACE MARK IS A MAGNET EPOXIED TO THE FLANGED BASE
 CZ2432'OF THE ALUMINUM TUBE MONUMENT.
 CZ2432
 CZ2432                          STATION RECOVERY (2006)
 CZ2432
 CZ2432'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2432'MARK NOT FOUND.  NEW HOUSING AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2433 ***********************************************************************
 CZ2433  DESIGNATION -  NN 30
 CZ2433  PID         -  CZ2433
 CZ2433  STATE/COUNTY-  AZ/PIMA
 CZ2433  USGS QUAD   -  SABINO CANYON (1992)
 CZ2433
 CZ2433                         *CURRENT SURVEY CONTROL
 CZ2433  ___________________________________________________________________
 CZ2433* NAD 83(2007)-  32 19 10.33565(N)    110 51 02.51427(W)     ADJUSTED  
 CZ2433* NAVD 88     -       879.5    (meters)    2885.     (feet)  GPS OBS   
 CZ2433  ___________________________________________________________________
 CZ2433  EPOCH DATE  -        2007.00
 CZ2433  X           -  -1,920,590.248 (meters)                     COMP
 CZ2433  Y           -  -5,042,543.989 (meters)                     COMP
 CZ2433  Z           -   3,390,883.029 (meters)                     COMP
 CZ2433  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 CZ2433  ELLIP HEIGHT-         850.805 (meters)          (02/10/07) ADJUSTED
 CZ2433  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CZ2433
 CZ2433  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2433  Type    PID    Designation                      North   East  Ellip
 CZ2433  -------------------------------------------------------------------
 CZ2433  NETWORK CZ2433 NN 30                             0.92   0.90   1.82
 CZ2433  -------------------------------------------------------------------
 CZ2433
 CZ2433.The horizontal coordinates were established by GPS observations
 CZ2433.and adjusted by the National Geodetic Survey in February 2007.
 CZ2433
 CZ2433.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2433.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2433.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2433.The epoch date for horizontal control is a decimal equivalence
 CZ2433.of Year/Month/Day.
 CZ2433
 CZ2433.The orthometric height was determined by GPS observations and a
 CZ2433.high-resolution geoid model.
 CZ2433
 CZ2433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2433
 CZ2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2433
 CZ2433.The ellipsoidal height was determined by GPS observations
 CZ2433.and is referenced to NAD 83.
 CZ2433
 CZ2433.The geoid height was determined by GEOID03.
 CZ2433
 CZ2433;                    North         East     Units Scale Factor Converg.
 CZ2433;SPC AZ C     -   146,796.096   313,728.258   MT  1.00002419   +0 34 11.8
 CZ2433;SPC AZ C     -   481,614.49  1,029,292.19   iFT  1.00002419   +0 34 11.8
 CZ2433;UTM  12      - 3,575,864.718   514,053.213   MT  0.99960244   +0 04 47.4
 CZ2433
 CZ2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2433!SPC AZ C     -   0.99986643  x   1.00002419  =   0.99989062
 CZ2433!UTM  12      -   0.99986643  x   0.99960244  =   0.99946892
 CZ2433
 CZ2433:                Primary Azimuth Mark                     Grid Az
 CZ2433:SPC AZ C     -  NN 25                                    352 26 18.2
 CZ2433:UTM  12      -  NN 25                                    352 55 42.6
 CZ2433
 CZ2433|---------------------------------------------------------------------|
 CZ2433| PID    Reference Object                     Distance      Geod. Az  |
 CZ2433|                                                           dddmmss.s |
 CZ2433| CZ2431 NN 25                               APPROX. 0.5 KM 3530030.0 |
 CZ2433|---------------------------------------------------------------------|
 CZ2433
 CZ2433                          SUPERSEDED SURVEY CONTROL
 CZ2433
 CZ2433  ELLIP H (07/18/02)  850.826  (m)                       GP(       ) 4 2
 CZ2433  NAD 83(1992)-  32 19 10.33584(N)    110 51 02.51335(W) AD(       ) 1
 CZ2433  ELLIP H (08/23/93)  850.938  (m)                       GP(       ) 4 2
 CZ2433  NAD 83(1986)-  32 19 10.33139(N)    110 51 02.51014(W) AD(       ) 1
 CZ2433
 CZ2433.Superseded values are not recommended for survey control.
 CZ2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2433.See file dsdata.txt to determine how the superseded data were derived.
 CZ2433
 CZ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1405375865(NAD 83)
 CZ2433_MARKER: DS = TRIANGULATION STATION DISK
 CZ2433_SETTING: 80 = SET IN A BOULDER
 CZ2433_SP_SET: IN DRILL HOLE IN P  E  BOULDER
 CZ2433_STAMPING: NN - 30 1990
 CZ2433_MARK LOGO: AZ-019
 CZ2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2433+STABILITY: SURFACE MOTION
 CZ2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2433+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CZ2433
 CZ2433  HISTORY     - Date     Condition        Report By
 CZ2433  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2433  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ2433
 CZ2433                          STATION DESCRIPTION
 CZ2433
 CZ2433'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2433'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10  AND KOLB ROAD
 CZ2433', EXIT NUMBER 270, TRAVEL NORTH ALONG KOLB ROAD 16.09 KM (10.00 MI) TO
 CZ2433'THE INTERSECTION OF KOLB ROAD AND TANQUE VERDE ROAD.  TURN RIGHT
 CZ2433'(NORTHEAST) AND TRAVEL NORTHEAST AND EAST ALONG TANQUE VERDE ROAD 1.0
 CZ2433'KM (0.62 MI) TO THE INTERSECTION OF TANQUE VERDE ROAD AND SABINO
 CZ2433'CANYON ROAD.  TURN LEFT (NORTH) AND TRAVEL 3.38 KM (2.10 MI)  ALONG
 CZ2433'SABINO CANYON ROAD TO A FORK IN THE ROAD.  TURN LEFT (NORTHWEST)AND
 CZ2433'TRAVEL ALONG KOLB ROAD 3.22 KM (2.00 MI) TO THE INTERSECTION OF KOLB
 CZ2433'ROAD AND SUNRISE DRIVE. PROCEED ALONG KOLB ROAD NORTHWESTLY 1.21 KM
 CZ2433'(0.75 MI) TO THE INTERSECTION OF KOLB ROAD AND VENTANA CANYON DRIVE.
 CZ2433'PROCEED NORTHWESTERLY 0.16 KM (0.10 MI) TO A POINT. MARKER IS TO THE
 CZ2433'WEST OF THE WEST EDGE OF PAVEMENT.
 CZ2433'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2433'HOLE INTO EXPOSED ROCK LOCATED 7.62 M (25.00 FT) SOUTHWEST OF A SEWER
 CZ2433'MANHOLE IN KOLB ROAD, 4.88 M (16.01 FT) NORTHEAST OF A SAGUARO CACTUS
 CZ2433', AND 12.19 M (39.99 FT) SOUTH OF A TELEPHONE RISER.
 CZ2433
 CZ2433                          STATION RECOVERY (2006)
 CZ2433
 CZ2433'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2433'MARK NOT FOUND.  HOLE IN GROUND AT MARK LOCATAION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2434 ***********************************************************************
 CZ2434  DESIGNATION -  NN 31
 CZ2434  PID         -  CZ2434
 CZ2434  STATE/COUNTY-  AZ/PIMA
 CZ2434  USGS QUAD   -  TUCSON SE (1992)
 CZ2434
 CZ2434                         *CURRENT SURVEY CONTROL
 CZ2434  ___________________________________________________________________
 CZ2434* NAD 83(2007)-  32 07 08.25803(N)    110 48 25.44236(W)     ADJUSTED  
 CZ2434* NAVD 88     -       880.9    (meters)    2890.     (feet)  GPS OBS   
 CZ2434  ___________________________________________________________________
 CZ2434  EPOCH DATE  -        2007.00
 CZ2434  X           -  -1,920,963.103 (meters)                     COMP
 CZ2434  Y           -  -5,055,092.644 (meters)                     COMP
 CZ2434  Z           -   3,372,063.949 (meters)                     COMP
 CZ2434  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 CZ2434  ELLIP HEIGHT-         851.904 (meters)          (02/10/07) ADJUSTED
 CZ2434  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CZ2434
 CZ2434  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2434  Type    PID    Designation                      North   East  Ellip
 CZ2434  -------------------------------------------------------------------
 CZ2434  NETWORK CZ2434 NN 31                             0.94   0.94   2.08
 CZ2434  -------------------------------------------------------------------
 CZ2434
 CZ2434.The horizontal coordinates were established by GPS observations
 CZ2434.and adjusted by the National Geodetic Survey in February 2007.
 CZ2434
 CZ2434.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2434.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2434.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2434.The epoch date for horizontal control is a decimal equivalence
 CZ2434.of Year/Month/Day.
 CZ2434
 CZ2434.The orthometric height was determined by GPS observations and a
 CZ2434.high-resolution geoid model.
 CZ2434
 CZ2434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2434
 CZ2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2434
 CZ2434.The ellipsoidal height was determined by GPS observations
 CZ2434.and is referenced to NAD 83.
 CZ2434
 CZ2434.The geoid height was determined by GEOID03.
 CZ2434
 CZ2434;                    North         East     Units Scale Factor Converg.
 CZ2434;SPC AZ C     -   124,596.085   318,066.324   MT  1.00003516   +0 35 24.0
 CZ2434;SPC AZ C     -   408,779.81  1,043,524.69   iFT  1.00003516   +0 35 24.0
 CZ2434;UTM  12      - 3,553,637.990   518,199.969   MT  0.99960408   +0 06 09.3
 CZ2434
 CZ2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2434!SPC AZ C     -   0.99986626  x   1.00003516  =   0.99990141
 CZ2434!UTM  12      -   0.99986626  x   0.99960408  =   0.99947039
 CZ2434
 CZ2434:                Primary Azimuth Mark                     Grid Az
 CZ2434:SPC AZ C     -  NN 26                                    269 33 50.9
 CZ2434:UTM  12      -  NN 26                                    270 03 05.6
 CZ2434
 CZ2434|---------------------------------------------------------------------|
 CZ2434| PID    Reference Object                     Distance      Geod. Az  |
 CZ2434|                                                           dddmmss.s |
 CZ2434| CZ2432 NN 26                               455.936 METERS 2700914.9 |
 CZ2434|---------------------------------------------------------------------|
 CZ2434
 CZ2434                          SUPERSEDED SURVEY CONTROL
 CZ2434
 CZ2434  ELLIP H (07/18/02)  851.933  (m)                       GP(       ) 4 2
 CZ2434  NAD 83(1992)-  32 07 08.25808(N)    110 48 25.44137(W) AD(       ) 1
 CZ2434  ELLIP H (08/23/93)  852.042  (m)                       GP(       ) 4 2
 CZ2434  NAD 83(1986)-  32 07 08.25341(N)    110 48 25.43836(W) AD(       ) 1
 CZ2434
 CZ2434.Superseded values are not recommended for survey control.
 CZ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2434.See file dsdata.txt to determine how the superseded data were derived.
 CZ2434
 CZ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1820053638(NAD 83)
 CZ2434_MARKER: I = METAL ROD
 CZ2434_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2434_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2434_STAMPING: NN - 31 1990
 CZ2434_MARK LOGO: AZ-019
 CZ2434_PROJECTION: FLUSH
 CZ2434_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2434+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2434_ROD/PIPE-DEPTH: 8.87 meters
 CZ2434_SLEEVE-DEPTH  : 0.91 meters
 CZ2434
 CZ2434  HISTORY     - Date     Condition        Report By
 CZ2434  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2434  HISTORY     - 20060316 GOOD             USPSQD
 CZ2434
 CZ2434                          STATION DESCRIPTION
 CZ2434
 CZ2434'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2434'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2434'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 6.6 KM
 CZ2434'(4.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND VALENCIA ROAD.
 CZ2434'TURN LEFT (WEST) AND TRAVEL ALONG VALENCIA ROAD 3.22 KM (2.00 MI) TO
 CZ2434'A POINT WHICH IS APPROXIMATELY 8700 EAST VALENCIA ROAD. MARKER IS TO
 CZ2434'THE SOUTH.
 CZ2434'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 9.3 M
 CZ2434'(30.51 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 29.41 M (96.49 FT)
 CZ2434'SOUTHWEST OF THE SOUTHWEST CORNER OF SECTION 15 TOWNSHIP 15 SOUTH
 CZ2434'RANGE 15 EAST GILA AND SALT RIVER BASE LINE AND MERIDIAN.  STATION IS
 CZ2434'IN OPEN DESERT. ACCESS COVER RIM HAS BEEN STAMPED NN - 31  1990
 CZ2434
 CZ2434                          STATION RECOVERY (2006)
 CZ2434
 CZ2434'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2434'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2435 ***********************************************************************
 CZ2435  DESIGNATION -  NN 32
 CZ2435  PID         -  CZ2435
 CZ2435  STATE/COUNTY-  AZ/PIMA
 CZ2435  USGS QUAD   -  TUCSON EAST (1992)
 CZ2435
 CZ2435                         *CURRENT SURVEY CONTROL
 CZ2435  ___________________________________________________________________
 CZ2435* NAD 83(2007)-  32 12 22.23557(N)    110 48 21.61002(W)     ADJUSTED  
 CZ2435* NAVD 88     -       822.1    (meters)    2697.     (feet)  GPS OBS   
 CZ2435  ___________________________________________________________________
 CZ2435  EPOCH DATE  -        2007.00
 CZ2435  X           -  -1,919,022.775 (meters)                     COMP
 CZ2435  Y           -  -5,050,269.170 (meters)                     COMP
 CZ2435  Z           -   3,380,221.273 (meters)                     COMP
 CZ2435  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 CZ2435  ELLIP HEIGHT-         793.796 (meters)          (02/10/07) ADJUSTED
 CZ2435  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CZ2435
 CZ2435  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2435  Type    PID    Designation                      North   East  Ellip
 CZ2435  -------------------------------------------------------------------
 CZ2435  NETWORK CZ2435 NN 32                             0.88   0.90   1.96
 CZ2435  -------------------------------------------------------------------
 CZ2435
 CZ2435.The horizontal coordinates were established by GPS observations
 CZ2435.and adjusted by the National Geodetic Survey in February 2007.
 CZ2435
 CZ2435.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2435.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2435.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2435.The epoch date for horizontal control is a decimal equivalence
 CZ2435.of Year/Month/Day.
 CZ2435
 CZ2435.The orthometric height was determined by GPS observations and a
 CZ2435.high-resolution geoid model.
 CZ2435
 CZ2435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2435
 CZ2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2435
 CZ2435.The ellipsoidal height was determined by GPS observations
 CZ2435.and is referenced to NAD 83.
 CZ2435
 CZ2435.The geoid height was determined by GEOID03.
 CZ2435
 CZ2435;                    North         East     Units Scale Factor Converg.
 CZ2435;SPC AZ C     -   134,268.297   318,066.974   MT  1.00003516   +0 35 31.2
 CZ2435;SPC AZ C     -   440,512.79  1,043,526.82   iFT  1.00003516   +0 35 31.2
 CZ2435;UTM  12      - 3,563,305.677   518,282.966   MT  0.99960412   +0 06 12.2
 CZ2435
 CZ2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2435!SPC AZ C     -   0.99987538  x   1.00003516  =   0.99991053
 CZ2435!UTM  12      -   0.99987538  x   0.99960412  =   0.99947955
 CZ2435
 CZ2435|---------------------------------------------------------------------|
 CZ2435| PID    Reference Object                     Distance      Geod. Az  |
 CZ2435|                                                           dddmmss.s |
 CZ2435| CZ2436 NN 33                               349.011 METERS 27859     |
 CZ2435|---------------------------------------------------------------------|
 CZ2435
 CZ2435                          SUPERSEDED SURVEY CONTROL
 CZ2435
 CZ2435  ELLIP H (07/18/02)  793.821  (m)                       GP(       ) 4 2
 CZ2435  NAD 83(1992)-  32 12 22.23573(N)    110 48 21.60906(W) AD(       ) 1
 CZ2435  ELLIP H (08/23/93)  793.933  (m)                       GP(       ) 4 2
 CZ2435  NAD 83(1986)-  32 12 22.23116(N)    110 48 21.60587(W) AD(       ) 1
 CZ2435
 CZ2435.Superseded values are not recommended for survey control.
 CZ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2435.See file dsdata.txt to determine how the superseded data were derived.
 CZ2435
 CZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1828363306(NAD 83)
 CZ2435_MARKER: I = METAL ROD
 CZ2435_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2435_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2435_STAMPING: NN - 32 1990
 CZ2435_MARK LOGO: AZ-019
 CZ2435_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2435+STABILITY: POSITION/ELEVATION WELL
 CZ2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2435+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ2435
 CZ2435  HISTORY     - Date     Condition        Report By
 CZ2435  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2435  HISTORY     - 20031221 GOOD             GEOCAC
 CZ2435  HISTORY     - 20060316 GOOD             USPSQD
 CZ2435  HISTORY     - 20080822 GOOD             GEOCAC
 CZ2435
 CZ2435                          STATION DESCRIPTION
 CZ2435
 CZ2435'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2435'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2435'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 16.26 KM
 CZ2435'(10.10 MI) TO THE INTERSECTION  OF  HOUGHTON ROAD AND 22ND STREET.
 CZ2435'TURN LEFT (WEST) AND TRAVEL ALONG 22ND STREET 3.22 KM (2.00 MI) TO
 CZ2435'THE INTERSECTION OF 22ND STREET AND CAMINO SECO (NORTHBOUND). STATION
 CZ2435'IS EAST OF THE INTERSECTION.
 CZ2435'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 51.82 M
 CZ2435'(170.01 FT) EAST OF THE INTERSECTION OF 22ND STREET AND CAMINO SECO
 CZ2435'(NORTHBOUND), 22.86 M (75.00 FT) SOUTH OF THE CENTER LINE OF 22ND
 CZ2435'STREET, 0.49 M (1.61 FT) NORTH OF A BARBED WIRE FENCE, AND 2.44 M
 CZ2435'(8.01 FT) NORTHEAST OF THE NORTHWEST FENCE CORNER OF SAID FENCE.
 CZ2435'ACCESS COVER RIM HAS BEEN STAMPED NN - 32  1990.
 CZ2435
 CZ2435                          STATION RECOVERY (2003)
 CZ2435
 CZ2435'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ2435'RECOVERED IN GOOD CONDITION.
 CZ2435
 CZ2435                          STATION RECOVERY (2006)
 CZ2435
 CZ2435'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2435'RECOVERED AS DESCRIBED.
 CZ2435
 CZ2435                          STATION RECOVERY (2008)
 CZ2435
 CZ2435'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ2435'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2435'THE DESCRIPTION - THE MARK IS LOCATED 2.5 FEET SOUTH OF A WITNESS
 CZ2435'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2436 ***********************************************************************
 CZ2436  DESIGNATION -  NN 33
 CZ2436  PID         -  CZ2436
 CZ2436  STATE/COUNTY-  AZ/PIMA
 CZ2436  USGS QUAD   -  TUCSON EAST (1992)
 CZ2436
 CZ2436                         *CURRENT SURVEY CONTROL
 CZ2436  ___________________________________________________________________
 CZ2436* NAD 83(2007)-  32 12 24.00436(N)    110 48 34.77321(W)     ADJUSTED  
 CZ2436* NAVD 88     -       818.2    (meters)    2684.     (feet)  GPS OBS   
 CZ2436  ___________________________________________________________________
 CZ2436  EPOCH DATE  -        2007.00
 CZ2436  X           -  -1,919,333.546 (meters)                     COMP
 CZ2436  Y           -  -5,050,116.388 (meters)                     COMP
 CZ2436  Z           -   3,380,265.251 (meters)                     COMP
 CZ2436  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 CZ2436  ELLIP HEIGHT-         789.803 (meters)          (02/10/07) ADJUSTED
 CZ2436  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ2436
 CZ2436  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2436  Type    PID    Designation                      North   East  Ellip
 CZ2436  -------------------------------------------------------------------
 CZ2436  NETWORK CZ2436 NN 33                             0.88   0.90   1.94
 CZ2436  -------------------------------------------------------------------
 CZ2436
 CZ2436.The horizontal coordinates were established by GPS observations
 CZ2436.and adjusted by the National Geodetic Survey in February 2007.
 CZ2436
 CZ2436.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2436.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2436.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2436.The epoch date for horizontal control is a decimal equivalence
 CZ2436.of Year/Month/Day.
 CZ2436
 CZ2436.The orthometric height was determined by GPS observations and a
 CZ2436.high-resolution geoid model.
 CZ2436
 CZ2436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2436
 CZ2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2436
 CZ2436.The ellipsoidal height was determined by GPS observations
 CZ2436.and is referenced to NAD 83.
 CZ2436
 CZ2436.The geoid height was determined by GEOID03.
 CZ2436
 CZ2436;                    North         East     Units Scale Factor Converg.
 CZ2436;SPC AZ C     -   134,319.224   317,721.686   MT  1.00003427   +0 35 24.2
 CZ2436;SPC AZ C     -   440,679.87  1,042,393.98   iFT  1.00003427   +0 35 24.2
 CZ2436;UTM  12      - 3,563,359.523   517,938.274   MT  0.99960397   +0 06 05.2
 CZ2436
 CZ2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2436!SPC AZ C     -   0.99987600  x   1.00003427  =   0.99991027
 CZ2436!UTM  12      -   0.99987600  x   0.99960397  =   0.99948002
 CZ2436
 CZ2436|---------------------------------------------------------------------|
 CZ2436| PID    Reference Object                     Distance      Geod. Az  |
 CZ2436|                                                           dddmmss.s |
 CZ2436| CZ2435 NN 32                               349.011 METERS 09859     |
 CZ2436|---------------------------------------------------------------------|
 CZ2436
 CZ2436                          SUPERSEDED SURVEY CONTROL
 CZ2436
 CZ2436  ELLIP H (07/18/02)  789.828  (m)                       GP(       ) 4 2
 CZ2436  NAD 83(1992)-  32 12 24.00452(N)    110 48 34.77225(W) AD(       ) 1
 CZ2436  ELLIP H (08/23/93)  789.940  (m)                       GP(       ) 4 2
 CZ2436  NAD 83(1986)-  32 12 23.99995(N)    110 48 34.76907(W) AD(       ) 1
 CZ2436
 CZ2436.Superseded values are not recommended for survey control.
 CZ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2436.See file dsdata.txt to determine how the superseded data were derived.
 CZ2436
 CZ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1793863360(NAD 83)
 CZ2436_MARKER: A = ALUMINUM MARKER
 CZ2436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2436_SP_SET: METAL PIPE IN CONCRETE
 CZ2436_STAMPING: NN - 33 1990
 CZ2436_MARK LOGO: AZ-019
 CZ2436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2436+STABILITY: SURFACE MOTION
 CZ2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2436+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ2436
 CZ2436  HISTORY     - Date     Condition        Report By
 CZ2436  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2436  HISTORY     - 20031220 GOOD             GEOCAC
 CZ2436  HISTORY     - 20060316 GOOD             USPSQD
 CZ2436  HISTORY     - 20080822 GOOD             GEOCAC
 CZ2436
 CZ2436                          STATION DESCRIPTION
 CZ2436
 CZ2436'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2436'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2436'ROAD, EXIT NUMBER 275,  TRAVEL NORTH ALONG HOUGHTON ROAD 16.25 KM
 CZ2436'(10.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND 22ND STREET. TURN
 CZ2436'LEFT (WEST) AND TRAVEL ALONG 22ND STREET 3.22 KM (2.00 MI) TO THE
 CZ2436'INTERSECTION OF 22ND STREET AND CAMINO SECO (SOUTHBOUND). STATION IS
 CZ2436'WEST OF THE INTERSECTION.
 CZ2436'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2436'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS.  MONUMENT IS
 CZ2436'91.44 M (300.00 FT) WEST OF THE INTERSECTION OF 22ND STREET AND
 CZ2436'CAMINO SECO (SOUTHBOUND), 30.18 M (99.02 FT) NORTH OF THE CENTER LINE
 CZ2436', AND 0.61 M (2.00 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FOUR
 CZ2436'STRAND BARBED WIRE FENCE. SUBSURFACE MARK IS A MAGNET EPOXIED TO THE
 CZ2436'FLANGED BASE OF THE ALUMINUM TUBE MONUMENT.
 CZ2436
 CZ2436                          STATION RECOVERY (2003)
 CZ2436
 CZ2436'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ2436'RECOVERED IN GOOD CONDITION.
 CZ2436
 CZ2436                          STATION RECOVERY (2006)
 CZ2436
 CZ2436'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2436'RECOVERED AS DESCRIBED.
 CZ2436
 CZ2436                          STATION RECOVERY (2008)
 CZ2436
 CZ2436'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ2436'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2436'THE DESCRIPTION - THE MARK IS LOCATED 1.5 FEET NORTH OF A WITNESS
 CZ2436'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2437 ***********************************************************************
 CZ2437  DESIGNATION -  NN 34
 CZ2437  PID         -  CZ2437
 CZ2437  STATE/COUNTY-  AZ/PIMA
 CZ2437  USGS QUAD   -  SABINO CANYON (1992)
 CZ2437
 CZ2437                         *CURRENT SURVEY CONTROL
 CZ2437  ___________________________________________________________________
 CZ2437* NAD 83(2007)-  32 17 41.73485(N)    110 48 03.35169(W)     ADJUSTED  
 CZ2437* NAVD 88     -       805.0    (meters)    2641.     (feet)  GPS OBS   
 CZ2437  ___________________________________________________________________
 CZ2437  EPOCH DATE  -        2007.00
 CZ2437  X           -  -1,916,705.323 (meters)                     COMP
 CZ2437  Y           -  -5,045,515.397 (meters)                     COMP
 CZ2437  Z           -   3,388,536.337 (meters)                     COMP
 CZ2437  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 CZ2437  ELLIP HEIGHT-         776.548 (meters)          (02/10/07) ADJUSTED
 CZ2437  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CZ2437
 CZ2437  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2437  Type    PID    Designation                      North   East  Ellip
 CZ2437  -------------------------------------------------------------------
 CZ2437  NETWORK CZ2437 NN 34                             0.96   0.96   2.06
 CZ2437  -------------------------------------------------------------------
 CZ2437
 CZ2437.The horizontal coordinates were established by GPS observations
 CZ2437.and adjusted by the National Geodetic Survey in February 2007.
 CZ2437
 CZ2437.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2437.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2437.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2437.The epoch date for horizontal control is a decimal equivalence
 CZ2437.of Year/Month/Day.
 CZ2437
 CZ2437.The orthometric height was determined by GPS observations and a
 CZ2437.high-resolution geoid model.
 CZ2437
 CZ2437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2437
 CZ2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2437
 CZ2437.The ellipsoidal height was determined by GPS observations
 CZ2437.and is referenced to NAD 83.
 CZ2437
 CZ2437.The geoid height was determined by GEOID03.
 CZ2437
 CZ2437;                    North         East     Units Scale Factor Converg.
 CZ2437;SPC AZ C     -   144,114.647   318,442.858   MT  1.00003613   +0 35 46.2
 CZ2437;SPC AZ C     -   472,817.08  1,044,760.03   iFT  1.00003613   +0 35 46.2
 CZ2437;UTM  12      - 3,573,144.212   518,742.708   MT  0.99960433   +0 06 22.9
 CZ2437
 CZ2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2437!SPC AZ C     -   0.99987809  x   1.00003613  =   0.99991421
 CZ2437!UTM  12      -   0.99987809  x   0.99960433  =   0.99948247
 CZ2437
 CZ2437                          SUPERSEDED SURVEY CONTROL
 CZ2437
 CZ2437  ELLIP H (07/18/02)  776.573  (m)                       GP(       ) 4 2
 CZ2437  NAD 83(1992)-  32 17 41.73502(N)    110 48 03.35075(W) AD(       ) 1
 CZ2437  ELLIP H (08/23/93)  776.687  (m)                       GP(       ) 4 2
 CZ2437  NAD 83(1986)-  32 17 41.73049(N)    110 48 03.34699(W) AD(       ) 1
 CZ2437
 CZ2437.Superseded values are not recommended for survey control.
 CZ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2437.See file dsdata.txt to determine how the superseded data were derived.
 CZ2437
 CZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1874373144(NAD 83)
 CZ2437_MARKER: I = METAL ROD
 CZ2437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2437_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2437_STAMPING: NN - 34 1990
 CZ2437_MARK LOGO: AZ-019
 CZ2437_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2437+STABILITY: POSITION/ELEVATION WELL
 CZ2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2437+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 CZ2437
 CZ2437  HISTORY     - Date     Condition        Report By
 CZ2437  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2437  HISTORY     - 20060316 GOOD             USPSQD
 CZ2437  HISTORY     - 20070526 GOOD             GEOCAC
 CZ2437
 CZ2437                          STATION DESCRIPTION
 CZ2437
 CZ2437'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2437'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2437'ROAD, EXIT 275, TRAVEL NORTH ALONG HOUGHTON ROAD 21.08 KM (13.10 MI)
 CZ2437'TO THE INTERSECTION  OF  HOUGHTON ROAD AND TANQUE VERDE ROAD.  TURN
 CZ2437'LEFT (WEST) AND PROCEED ALONG TANQUE VERDE ROAD 2.9 KM (1.80 MI) TO
 CZ2437'THE INTERSECTION OF TANQUE VERDE ROAD AND BEAR CANYON ROAD.  TURN
 CZ2437'RIGHT (NORTH) AND PROCEED ALONG BEAR CANYON ROAD 4.18 KM (2.60 MI) TO
 CZ2437'THE INTERSECTION OF BEAR CANYON ROAD AND SNYDER ROAD.  MONUMENT IS IN
 CZ2437'THE NORTHWEST CORNER OF THE INTERSECTION.
 CZ2437'STATION IS AN NGS STANDARD 3-DIMENSIONAL MONUMENT LOCATED 8.53 M
 CZ2437'(27.99 FT) WEST OF THE WEST EDGE OF PAVEMENT OF BEAR CANYON ROAD,
 CZ2437'5.33 M (17.49 FT) NORTH OF THE NORTH EDGE OF PAVEMENT OF SNYDER ROAD,
 CZ2437'3.05 M (10.01 FT) NORTHEAST OF A POWER POLE, AND 10.67 M (35.01 FT)
 CZ2437'SOUTHWEST OF ANOTHER POWER POLE. ACCESS COVER RIM HAS BEEN STAMPED
 CZ2437'NN - 34  1990.
 CZ2437
 CZ2437                          STATION RECOVERY (2006)
 CZ2437
 CZ2437'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2437'RECOVERED AS DESCRIBED.
 CZ2437
 CZ2437                          STATION RECOVERY (2007)
 CZ2437
 CZ2437'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2438 ***********************************************************************
 CZ2438  DESIGNATION -  NN 35
 CZ2438  PID         -  CZ2438
 CZ2438  STATE/COUNTY-  AZ/PIMA
 CZ2438  USGS QUAD   -  SABINO CANYON (1992)
 CZ2438
 CZ2438                         *CURRENT SURVEY CONTROL
 CZ2438  ___________________________________________________________________
 CZ2438* NAD 83(2007)-  32 17 41.26540(N)    110 47 36.71392(W)     ADJUSTED  
 CZ2438* NAVD 88     -       805.4    (meters)    2642.     (feet)  GPS OBS   
 CZ2438  ___________________________________________________________________
 CZ2438  EPOCH DATE  -        2007.00
 CZ2438  X           -  -1,916,056.592 (meters)                     COMP
 CZ2438  Y           -  -5,045,770.472 (meters)                     COMP
 CZ2438  Z           -   3,388,524.357 (meters)                     COMP
 CZ2438  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 CZ2438  ELLIP HEIGHT-         777.007 (meters)          (02/10/07) ADJUSTED
 CZ2438  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CZ2438
 CZ2438  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2438  Type    PID    Designation                      North   East  Ellip
 CZ2438  -------------------------------------------------------------------
 CZ2438  NETWORK CZ2438 NN 35                             0.96   0.96   2.06
 CZ2438  -------------------------------------------------------------------
 CZ2438
 CZ2438.The horizontal coordinates were established by GPS observations
 CZ2438.and adjusted by the National Geodetic Survey in February 2007.
 CZ2438
 CZ2438.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2438.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2438.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2438.The epoch date for horizontal control is a decimal equivalence
 CZ2438.of Year/Month/Day.
 CZ2438
 CZ2438.The orthometric height was determined by GPS observations and a
 CZ2438.high-resolution geoid model.
 CZ2438
 CZ2438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2438
 CZ2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2438
 CZ2438.The ellipsoidal height was determined by GPS observations
 CZ2438.and is referenced to NAD 83.
 CZ2438
 CZ2438.The geoid height was determined by GEOID03.
 CZ2438
 CZ2438;                    North         East     Units Scale Factor Converg.
 CZ2438;SPC AZ C     -   144,107.462   319,139.941   MT  1.00003794   +0 36 00.4
 CZ2438;SPC AZ C     -   472,793.51  1,047,047.05   iFT  1.00003794   +0 36 00.4
 CZ2438;UTM  12      - 3,573,131.074   519,439.402   MT  0.99960466   +0 06 37.1
 CZ2438
 CZ2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2438!SPC AZ C     -   0.99987801  x   1.00003794  =   0.99991595
 CZ2438!UTM  12      -   0.99987801  x   0.99960466  =   0.99948272
 CZ2438
 CZ2438                          SUPERSEDED SURVEY CONTROL
 CZ2438
 CZ2438  ELLIP H (07/18/02)  777.032  (m)                       GP(       ) 4 2
 CZ2438  NAD 83(1992)-  32 17 41.26556(N)    110 47 36.71298(W) AD(       ) 1
 CZ2438  ELLIP H (08/23/93)  777.146  (m)                       GP(       ) 4 2
 CZ2438  NAD 83(1986)-  32 17 41.26104(N)    110 47 36.70924(W) AD(       ) 1
 CZ2438
 CZ2438.Superseded values are not recommended for survey control.
 CZ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2438.See file dsdata.txt to determine how the superseded data were derived.
 CZ2438
 CZ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1943973131(NAD 83)
 CZ2438_MARKER: A = ALUMINUM MARKER
 CZ2438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2438_SP_SET: METAL PIPE IN CONCRETE
 CZ2438_STAMPING: NN - 35 1990
 CZ2438_MARK LOGO: AZ-019
 CZ2438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2438+STABILITY: SURFACE MOTION
 CZ2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2438+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 CZ2438
 CZ2438  HISTORY     - Date     Condition        Report By
 CZ2438  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2438  HISTORY     - 20060316 GOOD             USPSQD
 CZ2438  HISTORY     - 20070526 GOOD             GEOCAC
 CZ2438
 CZ2438                          STATION DESCRIPTION
 CZ2438
 CZ2438'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2438'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2438'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 21.08 KM
 CZ2438'(13.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND TANQUE VERDE ROAD
 CZ2438'. TURN LEFT (WEST) AND PROCEED ALONG TANQUE VERDE ROAD 2.9 KM
 CZ2438'(1.80 MI)    TO THE INTERSECTION OF TANQUE VERDE ROAD AND BEAR CANYON
 CZ2438'ROAD.  TURN RIGHT (NORTH) AND PROCEED ALONG BEAR CANYON ROAD 4.18 KM
 CZ2438'(2.60 MI) TO THE INTERSECTION OF BEAR CANYON ROAD AND SNYDER ROAD.
 CZ2438'TURN RIGHT (EAST) AND PROCEED ALONG SNYDER ROAD 0.64 KM (0.40 MI) TO
 CZ2438'THE INTERSECTION OF SNYDER ROAD AND PLACITA LIRIO.  MONUMENT IS
 CZ2438'SOUTHEAST OF THE INTERSECTION.
 CZ2438'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2438'(30IN)  ALUMINUM TUBE IMBEDDED IN A POURED  CONCRETE MASS  10.52 M
 CZ2438'(34.51 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF SNYDER ROAD, AND
 CZ2438'1.95 M (6.40 FT) WEST OF A POWER POLE. SUBSURFACE MARK IS A MAGNET
 CZ2438'EPOXIED TO THE FLANGED BASE OF THE ALUMINUM TUBE MONUMENT.
 CZ2438
 CZ2438                          STATION RECOVERY (2006)
 CZ2438
 CZ2438'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2438'RECOVERED AS DESCRIBED.
 CZ2438
 CZ2438                          STATION RECOVERY (2007)
 CZ2438
 CZ2438'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2439 ***********************************************************************
 CZ2439  DESIGNATION -  NN 38
 CZ2439  PID         -  CZ2439
 CZ2439  STATE/COUNTY-  AZ/PIMA
 CZ2439  USGS QUAD   -  AGUA CALIENTE HILL (1981)
 CZ2439
 CZ2439                         *CURRENT SURVEY CONTROL
 CZ2439  ___________________________________________________________________
 CZ2439* NAD 83(2007)-  32 15 07.08996(N)    110 42 05.18531(W)     ADJUSTED  
 CZ2439* NAVD 88     -       846.5    (meters)    2777.     (feet)  GPS OBS   
 CZ2439  ___________________________________________________________________
 CZ2439  EPOCH DATE  -        2007.00
 CZ2439  X           -  -1,908,853.136 (meters)                     COMP
 CZ2439  Y           -  -5,051,249.203 (meters)                     COMP
 CZ2439  Z           -   3,384,530.841 (meters)                     COMP
 CZ2439  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 CZ2439  ELLIP HEIGHT-         818.958 (meters)          (02/10/07) ADJUSTED
 CZ2439  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CZ2439
 CZ2439  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2439  Type    PID    Designation                      North   East  Ellip
 CZ2439  -------------------------------------------------------------------
 CZ2439  NETWORK CZ2439 NN 38                             1.23   1.18   2.45
 CZ2439  -------------------------------------------------------------------
 CZ2439
 CZ2439.The horizontal coordinates were established by GPS observations
 CZ2439.and adjusted by the National Geodetic Survey in February 2007.
 CZ2439
 CZ2439.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2439.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2439.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2439.The epoch date for horizontal control is a decimal equivalence
 CZ2439.of Year/Month/Day.
 CZ2439
 CZ2439.The orthometric height was determined by GPS observations and a
 CZ2439.high-resolution geoid model.
 CZ2439
 CZ2439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2439
 CZ2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2439
 CZ2439.The ellipsoidal height was determined by GPS observations
 CZ2439.and is referenced to NAD 83.
 CZ2439
 CZ2439.The geoid height was determined by GEOID03.
 CZ2439
 CZ2439;                    North         East     Units Scale Factor Converg.
 CZ2439;SPC AZ C     -   139,452.954   327,867.684   MT  1.00006165   +0 38 54.8
 CZ2439;SPC AZ C     -   457,522.81  1,075,681.38   iFT  1.00006165   +0 38 54.8
 CZ2439;UTM  12      - 3,568,404.262   528,123.215   MT  0.99960975   +0 09 33.6
 CZ2439
 CZ2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2439!SPC AZ C     -   0.99987143  x   1.00006165  =   0.99993307
 CZ2439!UTM  12      -   0.99987143  x   0.99960975  =   0.99948123
 CZ2439
 CZ2439                          SUPERSEDED SURVEY CONTROL
 CZ2439
 CZ2439  ELLIP H (07/18/02)  818.983  (m)                       GP(       ) 4 2
 CZ2439  NAD 83(1992)-  32 15 07.09012(N)    110 42 05.18435(W) AD(       ) 1
 CZ2439  ELLIP H (08/23/93)  819.098  (m)                       GP(       ) 4 2
 CZ2439  NAD 83(1986)-  32 15 07.08557(N)    110 42 05.18027(W) AD(       ) 1
 CZ2439
 CZ2439.Superseded values are not recommended for survey control.
 CZ2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2439.See file dsdata.txt to determine how the superseded data were derived.
 CZ2439
 CZ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2812368404(NAD 83)
 CZ2439_MARKER: DS = TRIANGULATION STATION DISK
 CZ2439_SETTING: 80 = SET IN A BOULDER
 CZ2439_SP_SET: IN DRILL HOLE IN P  E  BOULDER
 CZ2439_STAMPING: NN - 38 1990
 CZ2439_MARK LOGO: AZ-019
 CZ2439_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2439+STABILITY: SURFACE MOTION
 CZ2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2439+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ2439
 CZ2439  HISTORY     - Date     Condition        Report By
 CZ2439  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2439  HISTORY     - 20031220 GOOD             GEOCAC
 CZ2439  HISTORY     - 20080822 GOOD             GEOCAC
 CZ2439
 CZ2439                          STATION DESCRIPTION
 CZ2439
 CZ2439'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2439'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2439'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 21.08 KM
 CZ2439'(13.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND TANQUE VERDE ROAD
 CZ2439'.  TURN RIGHT (EAST) AND PROCEED ALONG TANQUE VERDE ROAD 3.22 KM
 CZ2439'(2.00 MI) WHERE TANQUE VERDE ROAD BECOMES REDINGTON ROAD.  PROCEED
 CZ2439'EASTERLY ALONG REDINGTON ROAD 3.22 KM (2.00 MI) TO THE INTERSECTION
 CZ2439'OF REDINGTON ROAD AND EL CAMINO RINCONADO.  TURN LEFT (NORTH) AND
 CZ2439'PROCEED ALONG EL CAMINO RINCONADO 0.32 KM (0.20 MI) TO THE
 CZ2439'INTERSECTION OF EL CAMINO RINCONADO AND AVENIDA SORGO.  TURN RIGHT
 CZ2439'(EAST) AND PROCEED ALONG AVENIDA SORGO 0.32 KM (0.20 MI) TO A POINT
 CZ2439'OF CURVATURE OF A CURVE CONCAVE TO THE NORTH. MONUMENT IS TO THE
 CZ2439'NORTH.
 CZ2439'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2439'HOLE INTO EXPOSED ROCK LOCATED 10.06 M (33.01 FT) NORTH OF A SURVEY
 CZ2439'MONUMENT IN THE CENTER OF AVENIDA SORGO, 51.82 M (170.01 FT)
 CZ2439'SOUTHEAST OF A MAILBOX NUMBERED 2460.  MARKER IS 4.42 M (14.50 FT)
 CZ2439'NORTHEAST OF THE EDGE OF PAVEMENT.
 CZ2439
 CZ2439                          STATION RECOVERY (2003)
 CZ2439
 CZ2439'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ2439'RECOVERED IN GOOD CONDITION.
 CZ2439
 CZ2439                          STATION RECOVERY (2008)
 CZ2439
 CZ2439'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2440 ***********************************************************************
 CZ2440  DESIGNATION -  NN 39
 CZ2440  PID         -  CZ2440
 CZ2440  STATE/COUNTY-  AZ/PIMA
 CZ2440  USGS QUAD   -  AGUA CALIENTE HILL (1981)
 CZ2440
 CZ2440                         *CURRENT SURVEY CONTROL
 CZ2440  ___________________________________________________________________
 CZ2440* NAD 83(2007)-  32 15 41.65461(N)    110 42 13.65056(W)     ADJUSTED  
 CZ2440* NAVD 88     -       870.5    (meters)    2856.     (feet)  GPS OBS   
 CZ2440  ___________________________________________________________________
 CZ2440  EPOCH DATE  -        2007.00
 CZ2440  X           -  -1,908,866.713 (meters)                     COMP
 CZ2440  Y           -  -5,050,658.276 (meters)                     COMP
 CZ2440  Z           -   3,385,444.182 (meters)                     COMP
 CZ2440  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 CZ2440  ELLIP HEIGHT-         843.022 (meters)          (02/10/07) ADJUSTED
 CZ2440  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CZ2440
 CZ2440  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2440  Type    PID    Designation                      North   East  Ellip
 CZ2440  -------------------------------------------------------------------
 CZ2440  NETWORK CZ2440 NN 39                             1.23   1.18   2.45
 CZ2440  -------------------------------------------------------------------
 CZ2440
 CZ2440.The horizontal coordinates were established by GPS observations
 CZ2440.and adjusted by the National Geodetic Survey in February 2007.
 CZ2440
 CZ2440.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2440.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2440.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2440.The epoch date for horizontal control is a decimal equivalence
 CZ2440.of Year/Month/Day.
 CZ2440
 CZ2440.The orthometric height was determined by GPS observations and a
 CZ2440.high-resolution geoid model.
 CZ2440
 CZ2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2440
 CZ2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2440
 CZ2440.The ellipsoidal height was determined by GPS observations
 CZ2440.and is referenced to NAD 83.
 CZ2440
 CZ2440.The geoid height was determined by GEOID03.
 CZ2440
 CZ2440;                    North         East     Units Scale Factor Converg.
 CZ2440;SPC AZ C     -   140,515.145   327,634.067   MT  1.00006099   +0 38 50.9
 CZ2440;SPC AZ C     -   461,007.69  1,074,914.92   iFT  1.00006099   +0 38 50.9
 CZ2440;UTM  12      - 3,569,467.928   527,898.779   MT  0.99960960   +0 09 29.2
 CZ2440
 CZ2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2440!SPC AZ C     -   0.99986765  x   1.00006099  =   0.99992863
 CZ2440!UTM  12      -   0.99986765  x   0.99960960  =   0.99947730
 CZ2440
 CZ2440                          SUPERSEDED SURVEY CONTROL
 CZ2440
 CZ2440  ELLIP H (07/18/02)  843.048  (m)                       GP(       ) 4 2
 CZ2440  NAD 83(1992)-  32 15 41.65477(N)    110 42 13.64959(W) AD(       ) 1
 CZ2440  ELLIP H (08/23/93)  843.162  (m)                       GP(       ) 4 2
 CZ2440  NAD 83(1986)-  32 15 41.65023(N)    110 42 13.64551(W) AD(       ) 1
 CZ2440
 CZ2440.Superseded values are not recommended for survey control.
 CZ2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2440.See file dsdata.txt to determine how the superseded data were derived.
 CZ2440
 CZ2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2789969468(NAD 83)
 CZ2440_MARKER: DS = TRIANGULATION STATION DISK
 CZ2440_SETTING: 80 = SET IN A BOULDER
 CZ2440_SP_SET: IN DRILL HOLE IN P  E  BOULDER
 CZ2440_STAMPING: NN - 39 1990
 CZ2440_MARK LOGO: AZ-019
 CZ2440_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2440+STABILITY: SURFACE MOTION
 CZ2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2440+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ2440
 CZ2440  HISTORY     - Date     Condition        Report By
 CZ2440  HISTORY     - 1990     MONUMENTED       AZ-019
 CZ2440  HISTORY     - 20031220 GOOD             GEOCAC
 CZ2440  HISTORY     - 20080822 GOOD             GEOCAC
 CZ2440
 CZ2440                          STATION DESCRIPTION
 CZ2440
 CZ2440'DESCRIBED BY PIMA COUNTY ARIZONA 1990
 CZ2440'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ2440'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 21.08 KM
 CZ2440'(13.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND TANQUE VERDE ROAD
 CZ2440'.  TURN RIGHT (EAST) AND PROCEED ALONG TANQUE VERDE ROAD 3.22 KM
 CZ2440'(2.00 MI) WHERE TANQUE VERDE ROAD BECOMES REDINGTON ROAD.  PROCEED
 CZ2440'EASTERLY ALONG REDINGTON ROAD 3.22 KM (2.00 MI) TO THE INTERSECTION
 CZ2440'OF REDINGTON ROAD AND EL CAMINO RINCONADO.  TURN LEFT (NORTH) AND
 CZ2440'PROCEED ALONG EL CAMINO RINCONADO 1.29 KM (0.80 MI) TO THE FIRST HILL
 CZ2440'NORTH OF REDINGTON ROAD.  MARKER IS TO THE EAST.
 CZ2440'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP EPOXIED IN A DRILL
 CZ2440'HOLE INTO EXPOSED ROCK LOCATED 4.42 M (14.50 FT) EAST OF THE EAST
 CZ2440'EDGE OF PAVEMENT UP A SLOPE APPROX 2.14 M (7.02 FT) HIGHER THAN THE
 CZ2440'PAVEMENT, 0.52 M (1.71 FT) WEST OF A FOUR STRAND BARBED WIRE FENCE,
 CZ2440'AND 10.21 M (33.50 FT) SOUTH OF A POWER POLE.
 CZ2440
 CZ2440                          STATION RECOVERY (2003)
 CZ2440
 CZ2440'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ2440'RECOVERED IN GOOD CONDITION.
 CZ2440
 CZ2440                          STATION RECOVERY (2008)
 CZ2440
 CZ2440'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ2440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1225 ***********************************************************************
 CG1225  DESIGNATION -  NN 73
 CG1225  PID         -  CG1225
 CG1225  STATE/COUNTY-  AZ/PIMA
 CG1225  USGS QUAD   -  AMADO (1981)
 CG1225
 CG1225                         *CURRENT SURVEY CONTROL
 CG1225  ___________________________________________________________________
 CG1225* NAD 83(2007)-  31 44 08.85864(N)    111 01 08.39441(W)     ADJUSTED  
 CG1225* NAVD 88     -       955.09   (meters)    3133.5    (feet)  LEVELING  
 CG1225  ___________________________________________________________________
 CG1225  EPOCH DATE  -        2007.00
 CG1225  X           -  -1,947,730.960 (meters)                     COMP
 CG1225  Y           -  -5,068,988.145 (meters)                     COMP
 CG1225  Z           -   3,336,037.875 (meters)                     COMP
 CG1225  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 CG1225  ELLIP HEIGHT-         925.574 (meters)          (02/10/07) ADJUSTED
 CG1225  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG1225
 CG1225  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1225  Type    PID    Designation                      North   East  Ellip
 CG1225  -------------------------------------------------------------------
 CG1225  NETWORK CG1225 NN 73                             0.41   0.35   1.08
 CG1225  -------------------------------------------------------------------
 CG1225  VERT ORDER  -  THIRD ?
 CG1225
 CG1225.The horizontal coordinates were established by GPS observations
 CG1225.and adjusted by the National Geodetic Survey in February 2007.
 CG1225
 CG1225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1225.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1225.The horizontal coordinates are valid at the epoch date displayed above.
 CG1225.The epoch date for horizontal control is a decimal equivalence
 CG1225.of Year/Month/Day.
 CG1225
 CG1225.The orthometric height was determined by differential leveling.
 CG1225.The vertical network tie was performed by a horz. field party for horz.
 CG1225.obs reductions. Reset procedures were used to establish the elevation.
 CG1225
 CG1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1225
 CG1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1225
 CG1225.The ellipsoidal height was determined by GPS observations
 CG1225.and is referenced to NAD 83.
 CG1225
 CG1225.The geoid height was determined by GEOID03.
 CG1225
 CG1225;                    North         East     Units Scale Factor Converg.
 CG1225;SPC AZ C     -    81,924.114   298,418.881   MT  0.99998920   +0 28 19.9
 CG1225;SPC AZ C     -   268,779.90    979,064.57   iFT  0.99998920   +0 28 19.9
 CG1225;UTM  12      - 3,511,151.226   498,200.368   MT  0.99960004   -0 00 36.0
 CG1225
 CG1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1225!SPC AZ C     -   0.99985469  x   0.99998920  =   0.99984389
 CG1225!UTM  12      -   0.99985469  x   0.99960004  =   0.99945478
 CG1225
 CG1225                          SUPERSEDED SURVEY CONTROL
 CG1225
 CG1225  NAD 83(1992)-  31 44 08.85800(N)    111 01 08.39350(W) AD(       ) A
 CG1225  ELLIP H (09/30/99)  925.603  (m)                       GP(       ) 3 1
 CG1225  NAD 83(1992)-  31 44 08.86074(N)    111 01 08.39290(W) AD(       ) 1
 CG1225  ELLIP H (08/23/93)  925.696  (m)                       GP(       ) 4 2
 CG1225  NAD 83(1986)-  31 44 08.85379(N)    111 01 08.38908(W) AD(       ) 1
 CG1225
 CG1225.Superseded values are not recommended for survey control.
 CG1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1225.See file dsdata.txt to determine how the superseded data were derived.
 CG1225
 CG1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9820011151(NAD 83)
 CG1225_MARKER: I = METAL ROD
 CG1225_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG1225_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG1225_STAMPING: NN-73 1990
 CG1225_MARK LOGO: PIMACO
 CG1225_PROJECTION: FLUSH
 CG1225_MAGNETIC: I = MARKER IS A STEEL ROD
 CG1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1225+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CG1225_ROD/PIPE-DEPTH: 1.60 meters
 CG1225_SLEEVE-DEPTH  : 0.91 meters
 CG1225
 CG1225  HISTORY     - Date     Condition        Report By
 CG1225  HISTORY     - 1990     MONUMENTED       PIMACO
 CG1225  HISTORY     - 19990120 GOOD             AZ-019
 CG1225  HISTORY     - 20041116 GOOD             COMPDA
 CG1225  HISTORY     - 20070311 GOOD             GEOCAC
 CG1225
 CG1225                          STATION DESCRIPTION
 CG1225
 CG1225'DESCRIBED BY PIMA CO DOT AND FCD 1990
 CG1225'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1225'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1225'ON I-19 APPROX 28 MI (45.1 KM) TO THE CANOA ROAD EXIT (KM 56), EXIT
 CG1225'TO THE EAST FRONTAGE RD AND TRAVEL SOUTH 3.3 MI (5.3 KM) TO ELEPHANT
 CG1225'HEAD ROAD.  DRIVE EASTERLY 1.7 MI (2.7 KM) TO WHERE ROAD TURNS NORTH
 CG1225'AND BECOMES CANOA ROAD.  THE STATION MONUMENT IS 65 FT (19.8 M)
 CG1225'SOUTHEAST OF SOUTHEASTERLY EDGE OF PAVEMENT AT BEND, 7 FT (2.1 M)
 CG1225'WEST OF A NORTH (SOUTH) FENCE AND 2 FT (0.6 M) NORTH OF A EAST (WEST)
 CG1225'FENCE.  TOWNSHIP 19 SOUTH, RANGE 13 EAST, SECTION 33, GILA AND SALT
 CG1225'RIVER MERIDIAN.
 CG1225'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CG1225'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN - 73  1990, ON
 CG1225'THE RIM.
 CG1225
 CG1225                          STATION RECOVERY (1999)
 CG1225
 CG1225'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1999 (MM)
 CG1225'RECOVERED AS DESCRIBED.
 CG1225
 CG1225                          STATION RECOVERY (2004)
 CG1225
 CG1225'RECOVERY NOTE BY COMPASSDATA INC 2004 (ST)
 CG1225'RECOVERED IN GOOD CONDITION.
 CG1225
 CG1225                          STATION RECOVERY (2007)
 CG1225
 CG1225'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CG1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1935 ***********************************************************************
 AI1935  DESIGNATION -  NN 76
 AI1935  PID         -  AI1935
 AI1935  STATE/COUNTY-  AZ/PIMA
 AI1935  USGS QUAD   -  ORACLE JUNCTION (1988)
 AI1935
 AI1935                         *CURRENT SURVEY CONTROL
 AI1935  ___________________________________________________________________
 AI1935* NAD 83(2007)-  32 30 39.55413(N)    110 55 34.26000(W)     ADJUSTED  
 AI1935* NAVD 88     -       967.4    (meters)    3174.     (feet)  GPS OBS   
 AI1935  ___________________________________________________________________
 AI1935  EPOCH DATE  -        2007.00
 AI1935  X           -  -1,923,193.125 (meters)                     COMP
 AI1935  Y           -  -5,029,447.209 (meters)                     COMP
 AI1935  Z           -   3,408,855.340 (meters)                     COMP
 AI1935  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 AI1935  ELLIP HEIGHT-         938.881 (meters)          (02/10/07) ADJUSTED
 AI1935  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI1935
 AI1935  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1935  Type    PID    Designation                      North   East  Ellip
 AI1935  -------------------------------------------------------------------
 AI1935  NETWORK AI1935 NN 76                             0.49   0.43   1.43
 AI1935  -------------------------------------------------------------------
 AI1935
 AI1935.The horizontal coordinates were established by GPS observations
 AI1935.and adjusted by the National Geodetic Survey in February 2007.
 AI1935
 AI1935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1935.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1935.The horizontal coordinates are valid at the epoch date displayed above.
 AI1935.The epoch date for horizontal control is a decimal equivalence
 AI1935.of Year/Month/Day.
 AI1935
 AI1935.The orthometric height was determined by GPS observations and a
 AI1935.high-resolution geoid model.
 AI1935
 AI1935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1935
 AI1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1935
 AI1935.The ellipsoidal height was determined by GPS observations
 AI1935.and is referenced to NAD 83.
 AI1935
 AI1935.The geoid height was determined by GEOID03.
 AI1935
 AI1935;                    North         East     Units Scale Factor Converg.
 AI1935;SPC AZ C     -   167,957.758   306,423.762   MT  1.00000677   +0 31 56.6
 AI1935;SPC AZ C     -   551,042.51  1,005,327.30   iFT  1.00000677   +0 31 56.6
 AI1935;UTM  12      - 3,597,079.466   506,933.434   MT  0.99960059   +0 02 22.8
 AI1935
 AI1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1935!SPC AZ C     -   0.99985261  x   1.00000677  =   0.99985938
 AI1935!UTM  12      -   0.99985261  x   0.99960059  =   0.99945326
 AI1935
 AI1935                          SUPERSEDED SURVEY CONTROL
 AI1935
 AI1935  NAD 83(1992)-  32 30 39.55365(N)    110 55 34.25917(W) AD(       ) A
 AI1935  ELLIP H (09/30/99)  938.905  (m)                       GP(       ) 3 1
 AI1935
 AI1935.Superseded values are not recommended for survey control.
 AI1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1935.See file dsdata.txt to determine how the superseded data were derived.
 AI1935
 AI1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0693397079(NAD 83)
 AI1935_MARKER: I = METAL ROD
 AI1935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI1935_STAMPING: NN-76 1991
 AI1935_PROJECTION: FLUSH
 AI1935_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1935+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 AI1935_ROD/PIPE-DEPTH: 9.04 meters
 AI1935_SLEEVE-DEPTH  : 0.92 meters
 AI1935
 AI1935  HISTORY     - Date     Condition        Report By
 AI1935  HISTORY     - 1991     MONUMENTED       AZ-019
 AI1935  HISTORY     - 19990120 GOOD             AZ-019
 AI1935  HISTORY     - 20070127 GOOD             GEOCAC
 AI1935
 AI1935                          STATION DESCRIPTION
 AI1935
 AI1935'DESCRIBED BY PIMA COUNTY ARIZONA 1999 (MM)
 AI1935'THE STATION IS LOCATED IN CATALINA, NEAR THE PIMA-PINAL COUNTY LINE,
 AI1935'IN SECTION 4, T 11 S, R 14 E.  OWNERSHIP--ROAD RIGHT-OF-WAY.  TO REACH
 AI1935'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 77 (ORACLE RD) AND
 AI1935'GOLDER RANCH ROAD IN CATALINA, GO NORTH FOR ABOUT 2.1 MI (3.4 KM) ON
 AI1935'HIGHWAY 77 TO AN INTERSECTION, RAIL-X RANCH RD ON LEFT AND EDWIN RD ON
 AI1935'RIGHT AND THE STATION, IN THE SOUTHEAST QUADRANT OF INTERSECTION.
 AI1935'LOCATED ABOUT 111 FT (33.8 M) WEST FROM THE WEST CURB LINE OF ORACLE
 AI1935'RD, ABOUT 60 FT (18.3 M) SOUTH FROM RAIL-X RANCH RD, 50 FT (15.2 M)
 AI1935'NORTHEAST FROM A BUILDING, ABOUT 38.5 FT (11.7 M) WEST FROM THE
 AI1935'NORTHEAST CORNER OF A 2 FT (0.6 M) HIGH BLOCK WALL, 2 FT (0.6 M) NORTH
 AI1935'FROM THE BLOCK WALL AND 2 FT (0.6 M) SOUTH FROM A BARBED WIRE FENCE.
 AI1935'NOTE--ROD DRIVEN TO REFUSAL.
 AI1935
 AI1935                          STATION RECOVERY (2007)
 AI1935
 AI1935'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AI1935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2527 ***********************************************************************
 CZ2527  DESIGNATION -  NN 82
 CZ2527  PID         -  CZ2527
 CZ2527  STATE/COUNTY-  AZ/PIMA
 CZ2527  USGS QUAD   -  RED ROCK (1993)
 CZ2527
 CZ2527                         *CURRENT SURVEY CONTROL
 CZ2527  ___________________________________________________________________
 CZ2527* NAD 83(2007)-  32 30 04.82123(N)    111 22 24.40753(W)     ADJUSTED  
 CZ2527* NAVD 88     -       567.0    (meters)    1860.     (feet)  GPS OBS   
 CZ2527  ___________________________________________________________________
 CZ2527  EPOCH DATE  -        2007.00
 CZ2527  X           -  -1,962,481.212 (meters)                     COMP
 CZ2527  Y           -  -5,014,501.348 (meters)                     COMP
 CZ2527  Z           -   3,407,737.108 (meters)                     COMP
 CZ2527  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CZ2527  ELLIP HEIGHT-         537.267 (meters)          (02/10/07) ADJUSTED
 CZ2527  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ2527
 CZ2527  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2527  Type    PID    Designation                      North   East  Ellip
 CZ2527  -------------------------------------------------------------------
 CZ2527  NETWORK CZ2527 NN 82                             1.08   1.20   2.20
 CZ2527  -------------------------------------------------------------------
 CZ2527
 CZ2527.The horizontal coordinates were established by GPS observations
 CZ2527.and adjusted by the National Geodetic Survey in February 2007.
 CZ2527
 CZ2527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2527.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2527.The epoch date for horizontal control is a decimal equivalence
 CZ2527.of Year/Month/Day.
 CZ2527
 CZ2527.The orthometric height was determined by GPS observations and a
 CZ2527.high-resolution geoid model.
 CZ2527
 CZ2527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2527
 CZ2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2527
 CZ2527.The ellipsoidal height was determined by GPS observations
 CZ2527.and is referenced to NAD 83.
 CZ2527
 CZ2527.The geoid height was determined by GEOID03.
 CZ2527
 CZ2527;                    North         East     Units Scale Factor Converg.
 CZ2527;SPC AZ C     -   166,585.598   264,404.532   MT  0.99993212   +0 17 30.8
 CZ2527;SPC AZ C     -   546,540.68    867,468.94   iFT  0.99993212   +0 17 30.8
 CZ2527;UTM  12      - 3,596,068.999   464,919.157   MT  0.99961518   -0 12 02.4
 CZ2527
 CZ2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2527!SPC AZ C     -   0.99991565  x   0.99993212  =   0.99984778
 CZ2527!UTM  12      -   0.99991565  x   0.99961518  =   0.99953086
 CZ2527
 CZ2527                          SUPERSEDED SURVEY CONTROL
 CZ2527
 CZ2527  ELLIP H (09/30/02)  537.294  (m)                       GP(       ) 3 2
 CZ2527  NAD 83(1992)-  32 30 04.82029(N)    111 22 24.40586(W) AD(       ) 1
 CZ2527  ELLIP H (10/05/93)  537.387  (m)                       GP(       ) 3 2
 CZ2527
 CZ2527.Superseded values are not recommended for survey control.
 CZ2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2527.See file dsdata.txt to determine how the superseded data were derived.
 CZ2527
 CZ2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6491996069(NAD 83)
 CZ2527_MARKER: I = METAL ROD
 CZ2527_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2527_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2527_STAMPING: NN-82 1991
 CZ2527_MARK LOGO: AZ-019
 CZ2527_PROJECTION: FLUSH
 CZ2527_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2527+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2527_ROD/PIPE-DEPTH: 4.37 meters
 CZ2527_SLEEVE-DEPTH  : 0.91 meters
 CZ2527
 CZ2527  HISTORY     - Date     Condition        Report By
 CZ2527  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2527
 CZ2527                          STATION DESCRIPTION
 CZ2527
 CZ2527'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2527'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS
 CZ2527'STREET (EXIT 258), TRAVEL NORTH (WEST BOUND) ON I-10 FOR 22 MI
 CZ2527'(35.4 KM) TO TRICO-MARANA RD (EXIT 236), TRAVEL WEST 5.6 MI (9.0 KM)
 CZ2527'ON TRICO-MARANA RD TO SILVERBELL RD, NORTH ON SILVERBELL RD 1.8 MI
 CZ2527'(2.9 KM) TO A FORK IN THE ROAD, (AGUIRRE ROAD HEADS NORTH), FOLLOW
 CZ2527'WEST ON SILVERBELL RD 0.8 MI (1.3 KM) TO THE OLD SASCO ROAD (A DIRT
 CZ2527'RD JUST BEFORE CATTLE GUARD), TRAVEL NORTH ON THIS DIRT ROAD,
 CZ2527'PARALLELING FENCE, FOR 2.8 MI (4.5 KM) , AT T-INTERSECTION GO WEST
 CZ2527'0.2 MI (0.3 KM) TO MARKER AND WITNESS POST. 75 FT (22.9 M) NORTH OF
 CZ2527'DIRT RD AT EAST-WEST RUNNING FENCE LINE. TOWNSHIP 11 SOUTH, RANGE 9
 CZ2527'EAST, SECTION 1.
 CZ2527'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2527'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN-82 1991, ON THE
 CZ2527'RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2528 ***********************************************************************
 CZ2528  DESIGNATION -  NN 83
 CZ2528  PID         -  CZ2528
 CZ2528  STATE/COUNTY-  AZ/PIMA
 CZ2528  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ2528
 CZ2528                         *CURRENT SURVEY CONTROL
 CZ2528  ___________________________________________________________________
 CZ2528* NAD 83(2007)-  32 30 03.79180(N)    111 22 50.90343(W)     ADJUSTED  
 CZ2528* NAVD 88     -       572.1    (meters)    1877.     (feet)  GPS OBS   
 CZ2528  ___________________________________________________________________
 CZ2528  EPOCH DATE  -        2007.00
 CZ2528  X           -  -1,963,133.091 (meters)                     COMP
 CZ2528  Y           -  -5,014,269.021 (meters)                     COMP
 CZ2528  Z           -   3,407,713.056 (meters)                     COMP
 CZ2528  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CZ2528  ELLIP HEIGHT-         542.283 (meters)          (02/10/07) ADJUSTED
 CZ2528  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ2528
 CZ2528  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2528  Type    PID    Designation                      North   East  Ellip
 CZ2528  -------------------------------------------------------------------
 CZ2528  NETWORK CZ2528 NN 83                             1.08   1.20   2.21
 CZ2528  -------------------------------------------------------------------
 CZ2528
 CZ2528.The horizontal coordinates were established by GPS observations
 CZ2528.and adjusted by the National Geodetic Survey in February 2007.
 CZ2528
 CZ2528.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2528.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2528.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2528.The epoch date for horizontal control is a decimal equivalence
 CZ2528.of Year/Month/Day.
 CZ2528
 CZ2528.The orthometric height was determined by GPS observations and a
 CZ2528.high-resolution geoid model.
 CZ2528
 CZ2528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2528
 CZ2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2528
 CZ2528.The ellipsoidal height was determined by GPS observations
 CZ2528.and is referenced to NAD 83.
 CZ2528
 CZ2528.The geoid height was determined by GEOID03.
 CZ2528
 CZ2528;                    North         East     Units Scale Factor Converg.
 CZ2528;SPC AZ C     -   166,550.390   263,713.092   MT  0.99993125   +0 17 16.6
 CZ2528;SPC AZ C     -   546,425.16    865,200.43   iFT  0.99993125   +0 17 16.6
 CZ2528;UTM  12      - 3,596,039.746   464,227.658   MT  0.99961578   -0 12 16.6
 CZ2528
 CZ2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2528!SPC AZ C     -   0.99991486  x   0.99993125  =   0.99984612
 CZ2528!UTM  12      -   0.99991486  x   0.99961578  =   0.99953068
 CZ2528
 CZ2528                          SUPERSEDED SURVEY CONTROL
 CZ2528
 CZ2528  ELLIP H (09/30/02)  542.308  (m)                       GP(       ) 3 2
 CZ2528  NAD 83(1992)-  32 30 03.79091(N)    111 22 50.90181(W) AD(       ) 1
 CZ2528  ELLIP H (10/05/93)  542.402  (m)                       GP(       ) 3 2
 CZ2528
 CZ2528.Superseded values are not recommended for survey control.
 CZ2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2528.See file dsdata.txt to determine how the superseded data were derived.
 CZ2528
 CZ2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6422896040(NAD 83)
 CZ2528_MARKER: A = ALUMINUM MARKER
 CZ2528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2528_SP_SET: METAL PIPE IN CONCRETE
 CZ2528_STAMPING: NN-83 1991
 CZ2528_MARK LOGO: AZ-019
 CZ2528_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2528+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2528
 CZ2528  HISTORY     - Date     Condition        Report By
 CZ2528  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2528
 CZ2528                          STATION DESCRIPTION
 CZ2528
 CZ2528'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2528'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2528'(EXIT 258), TRAVEL NORTH (WEST BOUND) ON I-10 FOR 22 MI (35.4 KM) TO
 CZ2528'TRICO-MARANA RD (EXIT 236), TRAVEL WEST 5.6 MI (9.0 KM) ON
 CZ2528'TRICO-MARANA RD TO SILVERBELL RD, NORTH ON SILVERBELL RD 1.8 MI
 CZ2528'(2.9 KM) TO A FORK IN THE ROAD (AGUIRRE RD HEAD NORTH), FOLLOW WEST
 CZ2528'ON SILVERBELL RD 0.8 MI (1.3 KM) TO THE OLD SASCO RD (A DIRT RD JUST
 CZ2528'BEFORE THE CATTLE GUARD), TRAVEL NORTH ON THIS DIRT ROAD,
 CZ2528'PARALLELLING FENCE, FOR 2.8 MI (4.5 KM) , AT T-INTERSECTION GO WEST
 CZ2528'0.6 MI (1.0 KM) TO GATE AND BARB WIRE FENCE. MARKER AND WITNESS POST
 CZ2528'ARE 80 FT (24.4 M) SOUTH ALONG FENCE THEN 25 FT (7.6 M) EAST OF
 CZ2528'FENCE. TOWNSHIP 11 SOUTH, RANGE 10 EAST, SECTION 3.
 CZ2528'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2528'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CZ2528'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2528'DISTRICT, NN-83 1991.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2529 ***********************************************************************
 CZ2529  DESIGNATION -  NN 84
 CZ2529  PID         -  CZ2529
 CZ2529  STATE/COUNTY-  AZ/PIMA
 CZ2529  USGS QUAD   -  RED ROCK (1993)
 CZ2529
 CZ2529                         *CURRENT SURVEY CONTROL
 CZ2529  ___________________________________________________________________
 CZ2529* NAD 83(2007)-  32 30 04.41274(N)    111 18 15.64824(W)     ADJUSTED  
 CZ2529* NAVD 88     -       577.5    (meters)    1895.     (feet)  GPS OBS   
 CZ2529  ___________________________________________________________________
 CZ2529  EPOCH DATE  -        2007.00
 CZ2529  X           -  -1,956,437.883 (meters)                     COMP
 CZ2529  Y           -  -5,016,879.059 (meters)                     COMP
 CZ2529  Z           -   3,407,732.149 (meters)                     COMP
 CZ2529  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 CZ2529  ELLIP HEIGHT-         547.790 (meters)          (02/10/07) ADJUSTED
 CZ2529  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ2529
 CZ2529  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2529  Type    PID    Designation                      North   East  Ellip
 CZ2529  -------------------------------------------------------------------
 CZ2529  NETWORK CZ2529 NN 84                             0.45   0.43   1.22
 CZ2529  -------------------------------------------------------------------
 CZ2529
 CZ2529.The horizontal coordinates were established by GPS observations
 CZ2529.and adjusted by the National Geodetic Survey in February 2007.
 CZ2529
 CZ2529.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2529.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2529.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2529.The epoch date for horizontal control is a decimal equivalence
 CZ2529.of Year/Month/Day.
 CZ2529
 CZ2529.The orthometric height was determined by GPS observations and a
 CZ2529.high-resolution geoid model.
 CZ2529
 CZ2529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2529
 CZ2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2529
 CZ2529.The ellipsoidal height was determined by GPS observations
 CZ2529.and is referenced to NAD 83.
 CZ2529
 CZ2529.The geoid height was determined by GEOID03.
 CZ2529
 CZ2529;                    North         East     Units Scale Factor Converg.
 CZ2529;SPC AZ C     -   166,608.199   270,897.775   MT  0.99994081   +0 19 44.5
 CZ2529;SPC AZ C     -   546,614.83    888,772.23   iFT  0.99994081   +0 19 44.5
 CZ2529;UTM  12      - 3,596,035.791   471,410.251   MT  0.99961008   -0 09 48.7
 CZ2529
 CZ2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2529!SPC AZ C     -   0.99991400  x   0.99994081  =   0.99985481
 CZ2529!UTM  12      -   0.99991400  x   0.99961008  =   0.99952411
 CZ2529
 CZ2529                          SUPERSEDED SURVEY CONTROL
 CZ2529
 CZ2529  NAD 83(1992)-  32 30 04.41172(N)    111 18 15.64724(W) AD(       ) A
 CZ2529  ELLIP H (09/30/99)  547.810  (m)                       GP(       ) 3 1
 CZ2529  NAD 83(1992)-  32 30 04.41216(N)    111 18 15.64656(W) AD(       ) 1
 CZ2529  ELLIP H (10/05/93)  547.908  (m)                       GP(       ) 3 2
 CZ2529
 CZ2529.Superseded values are not recommended for survey control.
 CZ2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2529.See file dsdata.txt to determine how the superseded data were derived.
 CZ2529
 CZ2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7141096036(NAD 83)
 CZ2529_MARKER: I = METAL ROD
 CZ2529_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2529_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2529_STAMPING: NN-84 1991
 CZ2529_MARK LOGO: AZ-019
 CZ2529_PROJECTION: FLUSH
 CZ2529_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2529+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1999
 CZ2529_ROD/PIPE-DEPTH: 12.1 meters
 CZ2529_SLEEVE-DEPTH  : 0.91 meters
 CZ2529
 CZ2529  HISTORY     - Date     Condition        Report By
 CZ2529  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2529  HISTORY     - 19990121 GOOD             AZ-019
 CZ2529
 CZ2529                          STATION DESCRIPTION
 CZ2529
 CZ2529'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2529'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2529'(EXIT 258), TRAVEL NORTH (WEST BOUND) 26 MI (41.8 KM) TO PINAL AIR
 CZ2529'PARK RD (EXIT 232), TRAVEL WEST ON PINAL AIR PARK RD FOR 2 MI
 CZ2529'(3.2 KM) TO TRICO RD, TRAVEL SOUTH O.5 MION TRICO RD. MARKER AND
 CZ2529'WITNESS POST ARE JUST SOUTH OF AN ENTRANCE WAY CONSTRUCTED OF BLOCK
 CZ2529'WALLS, 9 FT (2.7 M) SOUTH OF SOUTH WALL AND 37 FT (11.3 M) WEST OF
 CZ2529'CENTERLINE OF TRICO RD. TOWNSHIP 11 SOUTH RANGE 9 EAST SECTION 1.
 CZ2529'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2529'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN-84 1991, ON THE
 CZ2529'RIM.
 CZ2529
 CZ2529                          STATION RECOVERY (1999)
 CZ2529
 CZ2529'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1999 (MM)
 CZ2529'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2530 ***********************************************************************
 CZ2530  DESIGNATION -  NN 85
 CZ2530  PID         -  CZ2530
 CZ2530  STATE/COUNTY-  AZ/PIMA
 CZ2530  USGS QUAD   -  WEST OF MARANA (1989)
 CZ2530
 CZ2530                         *CURRENT SURVEY CONTROL
 CZ2530  ___________________________________________________________________
 CZ2530* NAD 83(2007)-  32 29 41.71361(N)    111 18 15.62958(W)     ADJUSTED  
 CZ2530* NAVD 88     -       578.0    (meters)    1896.     (feet)  GPS OBS   
 CZ2530  ___________________________________________________________________
 CZ2530  EPOCH DATE  -        2007.00
 CZ2530  X           -  -1,956,574.098 (meters)                     COMP
 CZ2530  Y           -  -5,017,229.695 (meters)                     COMP
 CZ2530  Z           -   3,407,142.650 (meters)                     COMP
 CZ2530  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CZ2530  ELLIP HEIGHT-         548.330 (meters)          (02/10/07) ADJUSTED
 CZ2530  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ2530
 CZ2530  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2530  Type    PID    Designation                      North   East  Ellip
 CZ2530  -------------------------------------------------------------------
 CZ2530  NETWORK CZ2530 NN 85                             0.55   0.61   1.35
 CZ2530  -------------------------------------------------------------------
 CZ2530
 CZ2530.The horizontal coordinates were established by GPS observations
 CZ2530.and adjusted by the National Geodetic Survey in February 2007.
 CZ2530
 CZ2530.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2530.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2530.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2530.The epoch date for horizontal control is a decimal equivalence
 CZ2530.of Year/Month/Day.
 CZ2530
 CZ2530.The orthometric height was determined by GPS observations and a
 CZ2530.high-resolution geoid model.
 CZ2530
 CZ2530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2530
 CZ2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2530
 CZ2530.The ellipsoidal height was determined by GPS observations
 CZ2530.and is referenced to NAD 83.
 CZ2530
 CZ2530.The geoid height was determined by GEOID03.
 CZ2530
 CZ2530;                    North         East     Units Scale Factor Converg.
 CZ2530;SPC AZ C     -   165,909.023   270,902.277   MT  0.99994082   +0 19 44.3
 CZ2530;SPC AZ C     -   544,320.94    888,787.00   iFT  0.99994082   +0 19 44.3
 CZ2530;UTM  12      - 3,595,336.833   471,408.743   MT  0.99961008   -0 09 48.6
 CZ2530
 CZ2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2530!SPC AZ C     -   0.99991391  x   0.99994082  =   0.99985474
 CZ2530!UTM  12      -   0.99991391  x   0.99961008  =   0.99952403
 CZ2530
 CZ2530                          SUPERSEDED SURVEY CONTROL
 CZ2530
 CZ2530  ELLIP H (09/30/02)  548.346  (m)                       GP(       ) 3 2
 CZ2530  NAD 83(1992)-  32 29 41.71303(N)    111 18 15.62796(W) AD(       ) 1
 CZ2530  ELLIP H (10/05/93)  548.446  (m)                       GP(       ) 3 2
 CZ2530
 CZ2530.Superseded values are not recommended for survey control.
 CZ2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2530.See file dsdata.txt to determine how the superseded data were derived.
 CZ2530
 CZ2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7140995337(NAD 83)
 CZ2530_MARKER: A = ALUMINUM MARKER
 CZ2530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2530_SP_SET: METAL PIPE IN CONCRETE
 CZ2530_STAMPING: NN-85 1991
 CZ2530_MARK LOGO: AZ-019
 CZ2530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2530+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2007
 CZ2530
 CZ2530  HISTORY     - Date     Condition        Report By
 CZ2530  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2530  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2530
 CZ2530                          STATION DESCRIPTION
 CZ2530
 CZ2530'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2530'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2530'(EXIT 258), TRAVEL NORTH (WEST BOUND) ON I-10 FOR 26 MI (41.8 KM) TO
 CZ2530'PINAL AIR PARK RD (EXIT 232), TRAVEL WEST 2 MI (3.2 KM) ON PINAL AIR
 CZ2530'PARK RD TO TRICO RD, SOUTH 1 MI (1.6 KM) ON TRICO RD TO AN EAST-WEST
 CZ2530'IRRIGATION DITCH CROSSING UNDER ROADWAY. MARKER WITH WITNESS POST ARE
 CZ2530'JUST NORTH OF IRRIGATION DITCH, 37 FT (11.3 M) WEST OF CENTERLINE OF
 CZ2530'TRICO RD. TOWNSHIP 11 SOUTH, RANGE 10 EAST SECTION 3.
 CZ2530'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2530'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CZ2530'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2530'DISTRICT, NN-85 1991.
 CZ2530
 CZ2530                          STATION RECOVERY (2007)
 CZ2530
 CZ2530'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2530'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2530'THE DESCRIPTION   THE MARK IS 2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2531 ***********************************************************************
 CZ2531  DESIGNATION -  NN 86
 CZ2531  PID         -  CZ2531
 CZ2531  STATE/COUNTY-  AZ/PIMA
 CZ2531  USGS QUAD   -  WEST OF MARANA (1989)
 CZ2531
 CZ2531                         *CURRENT SURVEY CONTROL
 CZ2531  ___________________________________________________________________
 CZ2531* NAD 83(2007)-  32 25 34.27929(N)    111 15 53.49837(W)     ADJUSTED  
 CZ2531* NAVD 88     -       602.3    (meters)    1976.     (feet)  GPS OBS   
 CZ2531  ___________________________________________________________________
 CZ2531  EPOCH DATE  -        2007.00
 CZ2531  X           -  -1,954,607.632 (meters)                     COMP
 CZ2531  Y           -  -5,022,408.469 (meters)                     COMP
 CZ2531  Z           -   3,400,723.951 (meters)                     COMP
 CZ2531  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CZ2531  ELLIP HEIGHT-         572.582 (meters)          (02/10/07) ADJUSTED
 CZ2531  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ2531
 CZ2531  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2531  Type    PID    Designation                      North   East  Ellip
 CZ2531  -------------------------------------------------------------------
 CZ2531  NETWORK CZ2531 NN 86                             0.86   1.00   1.86
 CZ2531  -------------------------------------------------------------------
 CZ2531
 CZ2531.The horizontal coordinates were established by GPS observations
 CZ2531.and adjusted by the National Geodetic Survey in February 2007.
 CZ2531
 CZ2531.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2531.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2531.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2531.The epoch date for horizontal control is a decimal equivalence
 CZ2531.of Year/Month/Day.
 CZ2531
 CZ2531.The orthometric height was determined by GPS observations and a
 CZ2531.high-resolution geoid model.
 CZ2531
 CZ2531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2531
 CZ2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2531
 CZ2531.The ellipsoidal height was determined by GPS observations
 CZ2531.and is referenced to NAD 83.
 CZ2531
 CZ2531.The geoid height was determined by GEOID03.
 CZ2531
 CZ2531;                    North         East     Units Scale Factor Converg.
 CZ2531;SPC AZ C     -   158,309.563   274,659.034   MT  0.99994632   +0 20 58.3
 CZ2531;SPC AZ C     -   519,388.33    901,112.32   iFT  0.99994632   +0 20 58.3
 CZ2531;UTM  12      - 3,587,707.948   475,098.870   MT  0.99960765   -0 08 31.3
 CZ2531
 CZ2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2531!SPC AZ C     -   0.99991011  x   0.99994632  =   0.99985643
 CZ2531!UTM  12      -   0.99991011  x   0.99960765  =   0.99951779
 CZ2531
 CZ2531:                Primary Azimuth Mark                     Grid Az
 CZ2531:SPC AZ C     -  X 293                                    301 34 53.3
 CZ2531:UTM  12      -  X 293                                    302 04 22.9
 CZ2531
 CZ2531|---------------------------------------------------------------------|
 CZ2531| PID    Reference Object                     Distance      Geod. Az  |
 CZ2531|                                                           dddmmss.s |
 CZ2531| CZ0577 X 293                               APPROX. 0.5 KM 3015551.6 |
 CZ2531|---------------------------------------------------------------------|
 CZ2531
 CZ2531                          SUPERSEDED SURVEY CONTROL
 CZ2531
 CZ2531  ELLIP H (09/30/02)  572.589  (m)                       GP(       ) 3 2
 CZ2531  NAD 83(1992)-  32 25 34.27920(N)    111 15 53.49715(W) AD(       ) 1
 CZ2531  ELLIP H (10/05/93)  572.689  (m)                       GP(       ) 3 2
 CZ2531
 CZ2531.Superseded values are not recommended for survey control.
 CZ2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2531.See file dsdata.txt to determine how the superseded data were derived.
 CZ2531
 CZ2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7509987708(NAD 83)
 CZ2531_MARKER: I = METAL ROD
 CZ2531_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2531_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2531_STAMPING: NN-86 1991
 CZ2531_MARK LOGO: AZ-019
 CZ2531_PROJECTION: FLUSH
 CZ2531_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2531+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2531_ROD/PIPE-DEPTH: 3.05 meters
 CZ2531_SLEEVE-DEPTH  : 0.91 meters
 CZ2531
 CZ2531  HISTORY     - Date     Condition        Report By
 CZ2531  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2531
 CZ2531                          STATION DESCRIPTION
 CZ2531
 CZ2531'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2531'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2531'(EXIT 258), TRAVEL NORTH (WEST BOUND) 16 MI (25.7 KM) TO AVRA VALLEY
 CZ2531'RD (EXIT 242), TRAVEL WEST 6.1 MI (9.8 KM) ON AVRA VALLEY RD TO
 CZ2531'SANDERS RD, NORTH ON SANDERS RD 0.6 MI (1.0 KM) TO SILVERBELL RD,
 CZ2531'NORTHWEST ON SILVERBELL RD 2.1 MI (3.4 KM) TO MARKER AND WITNESS POST
 CZ2531'(0.35 MILE SOUTHEAST OF LUCKETT DR) AND 45 FT (13.7 M) NORTHEAST OF
 CZ2531'CENTERLINE OF SILVERBELL RD. TOWNSHIP 11 SOUTH RANGE 11 EAST SECTION
 CZ2531'31.
 CZ2531'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2531'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN-86 1991, ON THE
 CZ2531'RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2532 ***********************************************************************
 CZ2532  DESIGNATION -  NN 88
 CZ2532  PID         -  CZ2532
 CZ2532  STATE/COUNTY-  AZ/PIMA
 CZ2532  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ2532
 CZ2532                         *CURRENT SURVEY CONTROL
 CZ2532  ___________________________________________________________________
 CZ2532* NAD 83(2007)-  32 24 47.96547(N)    111 22 53.99935(W)     ADJUSTED  
 CZ2532* NAVD 88     -       638.1    (meters)    2093.     (feet)  GPS OBS   
 CZ2532  ___________________________________________________________________
 CZ2532  EPOCH DATE  -        2007.00
 CZ2532  X           -  -1,965,132.312 (meters)                     COMP
 CZ2532  Y           -  -5,019,153.549 (meters)                     COMP
 CZ2532  Z           -   3,399,538.636 (meters)                     COMP
 CZ2532  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CZ2532  ELLIP HEIGHT-         608.195 (meters)          (02/10/07) ADJUSTED
 CZ2532  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ2532
 CZ2532  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2532  Type    PID    Designation                      North   East  Ellip
 CZ2532  -------------------------------------------------------------------
 CZ2532  NETWORK CZ2532 NN 88                             1.33   1.55   2.67
 CZ2532  -------------------------------------------------------------------
 CZ2532
 CZ2532.The horizontal coordinates were established by GPS observations
 CZ2532.and adjusted by the National Geodetic Survey in February 2007.
 CZ2532
 CZ2532.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2532.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2532.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2532.The epoch date for horizontal control is a decimal equivalence
 CZ2532.of Year/Month/Day.
 CZ2532
 CZ2532.The orthometric height was determined by GPS observations and a
 CZ2532.high-resolution geoid model.
 CZ2532
 CZ2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2532
 CZ2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2532
 CZ2532.The ellipsoidal height was determined by GPS observations
 CZ2532.and is referenced to NAD 83.
 CZ2532
 CZ2532.The geoid height was determined by GEOID03.
 CZ2532
 CZ2532;                    North         East     Units Scale Factor Converg.
 CZ2532;SPC AZ C     -   156,822.023   263,681.031   MT  0.99993122   +0 17 12.4
 CZ2532;SPC AZ C     -   514,507.95    865,095.25   iFT  0.99993122   +0 17 12.4
 CZ2532;UTM  12      - 3,586,315.081   464,112.106   MT  0.99961588   -0 12 16.5
 CZ2532
 CZ2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2532!SPC AZ C     -   0.99990452  x   0.99993122  =   0.99983574
 CZ2532!UTM  12      -   0.99990452  x   0.99961588  =   0.99952043
 CZ2532
 CZ2532                          SUPERSEDED SURVEY CONTROL
 CZ2532
 CZ2532  ELLIP H (09/30/02)  608.211  (m)                       GP(       ) 3 2
 CZ2532  NAD 83(1992)-  32 24 47.96505(N)    111 22 53.99812(W) AD(       ) 1
 CZ2532  ELLIP H (10/05/93)  608.309  (m)                       GP(       ) 3 2
 CZ2532
 CZ2532.Superseded values are not recommended for survey control.
 CZ2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2532.See file dsdata.txt to determine how the superseded data were derived.
 CZ2532
 CZ2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6411286315(NAD 83)
 CZ2532_MARKER: A = ALUMINUM MARKER
 CZ2532_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2532_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ2532_STAMPING: NN-88 1991 DAVE
 CZ2532_MARK LOGO: AZ-019
 CZ2532_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2532+STABILITY: POSITION/ELEVATION WELL
 CZ2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2532+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2532
 CZ2532  HISTORY     - Date     Condition        Report By
 CZ2532  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2532
 CZ2532                          STATION DESCRIPTION
 CZ2532
 CZ2532'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2532'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2532'(EXIT 258), TRAVEL NORTH (WEST BOUND) 22 MI (35.4 KM) TO TRICO-MARANA
 CZ2532'RD (EXIT 236), WEST ON TRICO-MARANA RD 5 MI (8.0 KM) TO TRICO RD,
 CZ2532'SOUTH ON TRICO RD 1.5 MI (2.4 KM) TO EL TIRO RD, WEST ON EL TIRO RD 4
 CZ2532'MI (6.4 KM) TO PUMP STATION RD, SOUTH ON PUMP STATION RD 1 MI
 CZ2532'(1.6 KM) TO A WESTERLY RUNNING DIRT RD, WEST ON DIRT RD 0.6 MI
 CZ2532'(1.0 KM) TO TWO LAVA HILLS, MARKER WITH WITNESS POST ARE ON SOUTHERLY
 CZ2532'HILL, EAST FACE NEAR THE TOP. TOWNSHIP 12 SOUTH, RANGE 9 EAST,
 CZ2532'SECTION 1.
 CZ2532'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP WITH A 5.7 CM
 CZ2532'(2-1/4IN) STEM IMBEDDED IN A DRILLHOLE IN BEDROCK AND STAMPED PIMA
 CZ2532'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2532'DISTRICT NN-88 1991
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2533 ***********************************************************************
 CZ2533  DESIGNATION -  NN 90
 CZ2533  PID         -  CZ2533
 CZ2533  STATE/COUNTY-  AZ/PIMA
 CZ2533  USGS QUAD   -  AVRA (1992)
 CZ2533
 CZ2533                         *CURRENT SURVEY CONTROL
 CZ2533  ___________________________________________________________________
 CZ2533* NAD 83(2007)-  32 21 06.02394(N)    111 13 36.71304(W)     ADJUSTED  
 CZ2533* NAVD 88     -       643.3    (meters)    2111.     (feet)  GPS OBS   
 CZ2533  ___________________________________________________________________
 CZ2533  EPOCH DATE  -        2007.00
 CZ2533  X           -  -1,952,891.871 (meters)                     COMP
 CZ2533  Y           -  -5,027,862.275 (meters)                     COMP
 CZ2533  Z           -   3,393,767.499 (meters)                     COMP
 CZ2533  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 CZ2533  ELLIP HEIGHT-         613.603 (meters)          (02/10/07) ADJUSTED
 CZ2533  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ2533
 CZ2533  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2533  Type    PID    Designation                      North   East  Ellip
 CZ2533  -------------------------------------------------------------------
 CZ2533  NETWORK CZ2533 NN 90                             1.20   1.27   2.27
 CZ2533  -------------------------------------------------------------------
 CZ2533
 CZ2533.The horizontal coordinates were established by GPS observations
 CZ2533.and adjusted by the National Geodetic Survey in February 2007.
 CZ2533
 CZ2533.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2533.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2533.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2533.The epoch date for horizontal control is a decimal equivalence
 CZ2533.of Year/Month/Day.
 CZ2533
 CZ2533.The orthometric height was determined by GPS observations and a
 CZ2533.high-resolution geoid model.
 CZ2533
 CZ2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2533
 CZ2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2533
 CZ2533.The ellipsoidal height was determined by GPS observations
 CZ2533.and is referenced to NAD 83.
 CZ2533
 CZ2533.The geoid height was determined by GEOID03.
 CZ2533
 CZ2533;                    North         East     Units Scale Factor Converg.
 CZ2533;SPC AZ C     -   150,069.285   278,285.718   MT  0.99995197   +0 22 08.9
 CZ2533;SPC AZ C     -   492,353.30    913,010.89   iFT  0.99995197   +0 22 08.9
 CZ2533;UTM  12      - 3,579,439.725   478,653.583   MT  0.99960562   -0 07 17.0
 CZ2533
 CZ2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2533!SPC AZ C     -   0.99990367  x   0.99995197  =   0.99985564
 CZ2533!UTM  12      -   0.99990367  x   0.99960562  =   0.99950932
 CZ2533
 CZ2533                          SUPERSEDED SURVEY CONTROL
 CZ2533
 CZ2533  ELLIP H (09/30/02)  613.606  (m)                       GP(       ) 3 2
 CZ2533  NAD 83(1992)-  32 21 06.02422(N)    111 13 36.71191(W) AD(       ) 1
 CZ2533  ELLIP H (10/05/93)  613.719  (m)                       GP(       ) 3 2
 CZ2533
 CZ2533.Superseded values are not recommended for survey control.
 CZ2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2533.See file dsdata.txt to determine how the superseded data were derived.
 CZ2533
 CZ2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7865479440(NAD 83)
 CZ2533_MARKER: I = METAL ROD
 CZ2533_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2533_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2533_STAMPING: NN-90 1990
 CZ2533_MARK LOGO: AZ-019
 CZ2533_PROJECTION: FLUSH
 CZ2533_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2533+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 CZ2533_ROD/PIPE-DEPTH: 3.05 meters
 CZ2533_SLEEVE-DEPTH  : 0.91 meters
 CZ2533
 CZ2533  HISTORY     - Date     Condition        Report By
 CZ2533  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2533  HISTORY     - 20040927 GOOD             CAP
 CZ2533
 CZ2533                          STATION DESCRIPTION
 CZ2533
 CZ2533'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2533'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2533'(EXIT 258), TRAVEL NORTH (WEST BOUND) APPROX 10 MI (16.1 KM) TO INA
 CZ2533'RD (EXIT 248), WEST ON INA RD 2.8 MI (4.5 KM) TO WADE RD, SOUTH ON
 CZ2533'WADE RD O.6 MITO PICTURE ROCKS RD, WEST ON PICTURE ROCKS RD APPROX 6
 CZ2533'MI (9.7 KM) TO SANDARIO RD, NORTH ON SANDARIO RD 1.6 MI (2.6 KM) TO
 CZ2533'MAGEE RD, WEST ON MAGEE RD 0.6 MI (1.0 KM) TO MARKER AND WITNESS
 CZ2533'POST. APPROX 100 FT (30.5 M) EAST OF CENTRAL ARIZONA PROJECT CANAL, 3
 CZ2533'FT (0.9 M) WEST OF FENCE ANGLE POINT ON THE NORTH SIDE OF MAGEE RD.
 CZ2533'TOWNSHIP 12 SOUTH, RANGE 11 EAST, SECTION 28
 CZ2533'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2533'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN-90 1990, ON THE
 CZ2533'RIM.
 CZ2533
 CZ2533                          STATION RECOVERY (2004)
 CZ2533
 CZ2533'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 CZ2533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2534 ***********************************************************************
 CZ2534  DESIGNATION -  NN 91
 CZ2534  PID         -  CZ2534
 CZ2534  STATE/COUNTY-  AZ/PIMA
 CZ2534  USGS QUAD   -  AVRA (1992)
 CZ2534
 CZ2534                         *CURRENT SURVEY CONTROL
 CZ2534  ___________________________________________________________________
 CZ2534* NAD 83(2007)-  32 21 05.64508(N)    111 14 00.04014(W)     ADJUSTED  
 CZ2534* NAVD 88     -       638.2    (meters)    2094.     (feet)  GPS OBS   
 CZ2534  ___________________________________________________________________
 CZ2534  EPOCH DATE  -        2007.00
 CZ2534  X           -  -1,953,461.162 (meters)                     COMP
 CZ2534  Y           -  -5,027,643.154 (meters)                     COMP
 CZ2534  Z           -   3,393,754.886 (meters)                     COMP
 CZ2534  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 CZ2534  ELLIP HEIGHT-         608.457 (meters)          (02/10/07) ADJUSTED
 CZ2534  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ2534
 CZ2534  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2534  Type    PID    Designation                      North   East  Ellip
 CZ2534  -------------------------------------------------------------------
 CZ2534  NETWORK CZ2534 NN 91                             1.20   1.27   2.23
 CZ2534  -------------------------------------------------------------------
 CZ2534
 CZ2534.The horizontal coordinates were established by GPS observations
 CZ2534.and adjusted by the National Geodetic Survey in February 2007.
 CZ2534
 CZ2534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2534.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2534.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2534.The epoch date for horizontal control is a decimal equivalence
 CZ2534.of Year/Month/Day.
 CZ2534
 CZ2534.The orthometric height was determined by GPS observations and a
 CZ2534.high-resolution geoid model.
 CZ2534
 CZ2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2534
 CZ2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2534
 CZ2534.The ellipsoidal height was determined by GPS observations
 CZ2534.and is referenced to NAD 83.
 CZ2534
 CZ2534.The geoid height was determined by GEOID03.
 CZ2534
 CZ2534;                    North         East     Units Scale Factor Converg.
 CZ2534;SPC AZ C     -   150,053.704   277,675.892   MT  0.99995099   +0 21 56.4
 CZ2534;SPC AZ C     -   492,302.18    911,010.14   iFT  0.99995099   +0 21 56.4
 CZ2534;UTM  12      - 3,579,429.370   478,043.856   MT  0.99960594   -0 07 29.5
 CZ2534
 CZ2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2534!SPC AZ C     -   0.99990447  x   0.99995099  =   0.99985547
 CZ2534!UTM  12      -   0.99990447  x   0.99960594  =   0.99951045
 CZ2534
 CZ2534                          SUPERSEDED SURVEY CONTROL
 CZ2534
 CZ2534  ELLIP H (09/30/02)  608.462  (m)                       GP(       ) 3 2
 CZ2534  NAD 83(1992)-  32 21 05.64532(N)    111 14 00.03899(W) AD(       ) 1
 CZ2534  ELLIP H (10/05/93)  608.574  (m)                       GP(       ) 3 2
 CZ2534
 CZ2534.Superseded values are not recommended for survey control.
 CZ2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2534.See file dsdata.txt to determine how the superseded data were derived.
 CZ2534
 CZ2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7804479429(NAD 83)
 CZ2534_MARKER: A = ALUMINUM MARKER
 CZ2534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2534_SP_SET: METAL PIPE IN CONCRETE
 CZ2534_STAMPING: NN-91 1991
 CZ2534_MARK LOGO: AZ-019
 CZ2534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2534+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2007
 CZ2534
 CZ2534  HISTORY     - Date     Condition        Report By
 CZ2534  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2534  HISTORY     - 20070112 GOOD             GEOCAC
 CZ2534
 CZ2534                          STATION DESCRIPTION
 CZ2534
 CZ2534'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2534'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ2534'(EXIT 258), TRAVEL NORTH (WEST BOUND) APPROX 10 MI (16.1 KM) TO INA
 CZ2534'RD (EXIT 248), WEST ON INA RD 2.8 MI (4.5 KM) TO WADE RD, SOUTH ON
 CZ2534'WADE RD O.6 MITO PICTURE ROCKS RD, WEST ON PICTURE ROCKS RD APPROX 6
 CZ2534'MI (9.7 KM) TO SANDARIO RD, NORTH ON SANDARIO RD 1.6 MI (2.6 KM) TO
 CZ2534'MAGEE RD, WEST ON MAGEE RD 1 MI (1.6 KM) TO MARKER AND WITNESS POST.
 CZ2534'APPROX 75 FT (22.9 M) EAST OF SANDERS RD, ON SOUTH SIDE OF MAGEE RD,
 CZ2534'2 FT (0.6 M) NORTH OF AN EAST-WEST RUNNING BARBWIRE FENCE. TOWNSHIP
 CZ2534'12 SOUTH, RANGE 11 EAST, SECTION 33
 CZ2534'THE MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76
 CZ2534'CM (30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED
 CZ2534'PIMA COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2534'DISTRICT, NN-91 1991.
 CZ2534
 CZ2534                          STATION RECOVERY (2007)
 CZ2534
 CZ2534'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ2534'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ2534'THE DESCRIPTION   THE MARK IS 2.3 FEET SOUTH OF A WITNESS POST, AND 1
 CZ2534'FOOT NORTH OF A BARBWIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2535 ***********************************************************************
 CZ2535  DESIGNATION -  NN 92
 CZ2535  PID         -  CZ2535
 CZ2535  STATE/COUNTY-  AZ/PIMA
 CZ2535  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ2535
 CZ2535                         *CURRENT SURVEY CONTROL
 CZ2535  ___________________________________________________________________
 CZ2535* NAD 83(2007)-  32 14 53.08661(N)    111 15 09.74544(W)     ADJUSTED  
 CZ2535* NAVD 88     -       675.3    (meters)    2216.     (feet)  GPS OBS   
 CZ2535  ___________________________________________________________________
 CZ2535  EPOCH DATE  -        2007.00
 CZ2535  X           -  -1,957,394.479 (meters)                     COMP
 CZ2535  Y           -  -5,032,727.614 (meters)                     COMP
 CZ2535  Z           -   3,384,073.424 (meters)                     COMP
 CZ2535  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CZ2535  ELLIP HEIGHT-         645.475 (meters)          (02/10/07) ADJUSTED
 CZ2535  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ2535
 CZ2535  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2535  Type    PID    Designation                      North   East  Ellip
 CZ2535  -------------------------------------------------------------------
 CZ2535  NETWORK CZ2535 NN 92                             1.78   1.82   3.29
 CZ2535  -------------------------------------------------------------------
 CZ2535
 CZ2535.The horizontal coordinates were established by GPS observations
 CZ2535.and adjusted by the National Geodetic Survey in February 2007.
 CZ2535
 CZ2535.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2535.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2535.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2535.The epoch date for horizontal control is a decimal equivalence
 CZ2535.of Year/Month/Day.
 CZ2535
 CZ2535.The orthometric height was determined by GPS observations and a
 CZ2535.high-resolution geoid model.
 CZ2535
 CZ2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2535
 CZ2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2535
 CZ2535.The ellipsoidal height was determined by GPS observations
 CZ2535.and is referenced to NAD 83.
 CZ2535
 CZ2535.The geoid height was determined by GEOID03.
 CZ2535
 CZ2535;                    North         East     Units Scale Factor Converg.
 CZ2535;SPC AZ C     -   138,567.002   275,924.464   MT  0.99994826   +0 21 15.4
 CZ2535;SPC AZ C     -   454,616.15    905,263.99   iFT  0.99994826   +0 21 15.4
 CZ2535;UTM  12      - 3,567,961.997   476,194.926   MT  0.99960699   -0 08 05.4
 CZ2535
 CZ2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2535!SPC AZ C     -   0.99989866  x   0.99994826  =   0.99984693
 CZ2535!UTM  12      -   0.99989866  x   0.99960699  =   0.99950569
 CZ2535
 CZ2535                          SUPERSEDED SURVEY CONTROL
 CZ2535
 CZ2535  ELLIP H (09/30/02)  645.486  (m)                       GP(       ) 3 2
 CZ2535  NAD 83(1992)-  32 14 53.08621(N)    111 15 09.74458(W) AD(       ) 1
 CZ2535  ELLIP H (10/05/93)  645.591  (m)                       GP(       ) 3 2
 CZ2535
 CZ2535.Superseded values are not recommended for survey control.
 CZ2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2535.See file dsdata.txt to determine how the superseded data were derived.
 CZ2535
 CZ2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7619567962(NAD 83)
 CZ2535_MARKER: I = METAL ROD
 CZ2535_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2535_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2535_STAMPING: NN-92 1991
 CZ2535_MARK LOGO: AZ-019
 CZ2535_PROJECTION: FLUSH
 CZ2535_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2535+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2535_ROD/PIPE-DEPTH: 16.2 meters
 CZ2535_SLEEVE-DEPTH  : 0.91 meters
 CZ2535
 CZ2535  HISTORY     - Date     Condition        Report By
 CZ2535  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2535
 CZ2535                          STATION DESCRIPTION
 CZ2535
 CZ2535'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2535'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 19 AND AJO HIGHWAY
 CZ2535'(STATE HWY 86)(EXIT KM 99), WEST ON AJO HWY APPROX 14 MI (22.5 KM) TO
 CZ2535'SANDARIO RD, NORTH ON SANDARIO RD 9.2 MI (14.8 KM) TO MILE WIDE RD,
 CZ2535'WEST ON MILE WIDE RD 2 MI (3.2 KM) TO MARKER AND WITNESS POST. 40 FT
 CZ2535'(12.2 M) SOUTH OF CENTERLINE RD. AND 112 FT (34.1 M) WEST OF SECTION
 CZ2535'CORNER NORTHWEST OF 5, 10.5 FT (3.2 M) SOUTHWEST OF A POWER POLE.
 CZ2535'TOWNSHIP 14 SOUTH, RANGE 11 EAST, SECTION 6.
 CZ2535'THE MONUMENT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A
 CZ2535'LUBRICATED SLEEVE IN AN ALUMINUM CASTING STAMPED, NN-92 1991, ON THE
 CZ2535'RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2536 ***********************************************************************
 CZ2536  DESIGNATION -  NN 93
 CZ2536  PID         -  CZ2536
 CZ2536  STATE/COUNTY-  AZ/PIMA
 CZ2536  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ2536
 CZ2536                         *CURRENT SURVEY CONTROL
 CZ2536  ___________________________________________________________________
 CZ2536* NAD 83(2007)-  32 14 53.81534(N)    111 15 32.83785(W)     ADJUSTED  
 CZ2536* NAVD 88     -       674.6    (meters)    2213.     (feet)  GPS OBS   
 CZ2536  ___________________________________________________________________
 CZ2536  EPOCH DATE  -        2007.00
 CZ2536  X           -  -1,957,953.357 (meters)                     COMP
 CZ2536  Y           -  -5,032,496.749 (meters)                     COMP
 CZ2536  Z           -   3,384,092.052 (meters)                     COMP
 CZ2536  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CZ2536  ELLIP HEIGHT-         644.803 (meters)          (02/10/07) ADJUSTED
 CZ2536  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ2536
 CZ2536  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2536  Type    PID    Designation                      North   East  Ellip
 CZ2536  -------------------------------------------------------------------
 CZ2536  NETWORK CZ2536 NN 93                             1.80   1.84   3.31
 CZ2536  -------------------------------------------------------------------
 CZ2536
 CZ2536.The horizontal coordinates were established by GPS observations
 CZ2536.and adjusted by the National Geodetic Survey in February 2007.
 CZ2536
 CZ2536.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2536.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2536.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2536.The epoch date for horizontal control is a decimal equivalence
 CZ2536.of Year/Month/Day.
 CZ2536
 CZ2536.The orthometric height was determined by GPS observations and a
 CZ2536.high-resolution geoid model.
 CZ2536
 CZ2536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2536
 CZ2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2536
 CZ2536.The ellipsoidal height was determined by GPS observations
 CZ2536.and is referenced to NAD 83.
 CZ2536
 CZ2536.The geoid height was determined by GEOID03.
 CZ2536
 CZ2536;                    North         East     Units Scale Factor Converg.
 CZ2536;SPC AZ C     -   138,585.728   275,319.876   MT  0.99994733   +0 21 03.1
 CZ2536;SPC AZ C     -   454,677.59    903,280.43   iFT  0.99994733   +0 21 03.1
 CZ2536;UTM  12      - 3,567,985.876   475,590.725   MT  0.99960735   -0 08 17.8
 CZ2536
 CZ2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2536!SPC AZ C     -   0.99989877  x   0.99994733  =   0.99984610
 CZ2536!UTM  12      -   0.99989877  x   0.99960735  =   0.99950616
 CZ2536
 CZ2536                          SUPERSEDED SURVEY CONTROL
 CZ2536
 CZ2536  ELLIP H (09/30/02)  644.814  (m)                       GP(       ) 3 2
 CZ2536  NAD 83(1992)-  32 14 53.81495(N)    111 15 32.83699(W) AD(       ) 1
 CZ2536  ELLIP H (10/05/93)  644.919  (m)                       GP(       ) 3 2
 CZ2536
 CZ2536.Superseded values are not recommended for survey control.
 CZ2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2536.See file dsdata.txt to determine how the superseded data were derived.
 CZ2536
 CZ2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7559167986(NAD 83)
 CZ2536_MARKER: A = ALUMINUM MARKER
 CZ2536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ2536_SP_SET: METAL PIPE IN CONCRETE
 CZ2536_STAMPING: NN-93 1991
 CZ2536_MARK LOGO: AZ-019
 CZ2536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CZ2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2536+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2536
 CZ2536  HISTORY     - Date     Condition        Report By
 CZ2536  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2536
 CZ2536                          STATION DESCRIPTION
 CZ2536
 CZ2536'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2536'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 19 AND AJO HIGHWAY
 CZ2536'(STATE HWY 86)(EXIT KM 99), WEST ON AJO HWY APPROX 14 MI (22.5 KM) TO
 CZ2536'SANDARIO RD, NORTH ON SANDARIO RD 9.2 MI (14.8 KM) TO MILE WIDE RD,
 CZ2536'WEST ON MILE WIDE RD. 2.3 MI (3.7 KM) TO MARKER WITH A WITNESS POST.
 CZ2536'28 FT (8.5 M) NORTH OF NORTH EDGE RD, 21.5 FT (6.6 M) SOUTH OF
 CZ2536'ABANDONED CONCRETE IRRAGATION CANAL, 7 FT (2.1 M) EAST OF A POWER
 CZ2536'POLE. TOWNSHIP 14 SOUTH, RANGE 11 EAST, SECTION 6.
 CZ2536'THE MARKER A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP AFFIXED TO A 76 CM
 CZ2536'(30IN) ALUMINUM TUBE IMBEDDED IN A POURED CONCRETE MASS, STAMPED PIMA
 CZ2536'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2536'DISTRICT, NN-93 1991.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2537 ***********************************************************************
 CZ2537  DESIGNATION -  NN 94
 CZ2537  PID         -  CZ2537
 CZ2537  STATE/COUNTY-  AZ/PIMA
 CZ2537  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2537
 CZ2537                         *CURRENT SURVEY CONTROL
 CZ2537  ___________________________________________________________________
 CZ2537* NAD 83(2007)-  32 14 49.46555(N)    111 10 05.32814(W)     ADJUSTED  
 CZ2537* NAVD 88     -       888.9    (meters)    2916.     (feet)  GPS OBS   
 CZ2537  ___________________________________________________________________
 CZ2537  EPOCH DATE  -        2007.00
 CZ2537  X           -  -1,950,051.578 (meters)                     COMP
 CZ2537  Y           -  -5,035,835.153 (meters)                     COMP
 CZ2537  Z           -   3,384,093.199 (meters)                     COMP
 CZ2537  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 CZ2537  ELLIP HEIGHT-         859.352 (meters)          (02/10/07) ADJUSTED
 CZ2537  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ2537
 CZ2537  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2537  Type    PID    Designation                      North   East  Ellip
 CZ2537  -------------------------------------------------------------------
 CZ2537  NETWORK CZ2537 NN 94                             1.20   1.29   2.16
 CZ2537  -------------------------------------------------------------------
 CZ2537
 CZ2537.The horizontal coordinates were established by GPS observations
 CZ2537.and adjusted by the National Geodetic Survey in February 2007.
 CZ2537
 CZ2537.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2537.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2537.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2537.The epoch date for horizontal control is a decimal equivalence
 CZ2537.of Year/Month/Day.
 CZ2537
 CZ2537.The orthometric height was determined by GPS observations and a
 CZ2537.high-resolution geoid model.
 CZ2537
 CZ2537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2537
 CZ2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2537
 CZ2537.The ellipsoidal height was determined by GPS observations
 CZ2537.and is referenced to NAD 83.
 CZ2537
 CZ2537.The geoid height was determined by GEOID03.
 CZ2537
 CZ2537;                    North         East     Units Scale Factor Converg.
 CZ2537;SPC AZ C     -   138,507.880   283,893.493   MT  0.99996133   +0 23 57.9
 CZ2537;SPC AZ C     -   454,422.18    931,409.10   iFT  0.99996133   +0 23 57.9
 CZ2537;UTM  12      - 3,567,834.892   484,160.373   MT  0.99960309   -0 05 23.0
 CZ2537
 CZ2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2537!SPC AZ C     -   0.99986509  x   0.99996133  =   0.99982642
 CZ2537!UTM  12      -   0.99986509  x   0.99960309  =   0.99946823
 CZ2537
 CZ2537                          SUPERSEDED SURVEY CONTROL
 CZ2537
 CZ2537  ELLIP H (09/30/02)  859.375  (m)                       GP(       ) 3 2
 CZ2537  NAD 83(1992)-  32 14 49.46535(N)    111 10 05.32666(W) AD(       ) 1
 CZ2537  ELLIP H (10/05/93)  859.483  (m)                       GP(       ) 3 2
 CZ2537
 CZ2537.Superseded values are not recommended for survey control.
 CZ2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2537.See file dsdata.txt to determine how the superseded data were derived.
 CZ2537
 CZ2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8416067835(NAD 83)
 CZ2537_MARKER: A = ALUMINUM MARKER
 CZ2537_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2537_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ2537_STAMPING: NN-94 1991
 CZ2537_MARK LOGO: AZ-019
 CZ2537_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2537+STABILITY: POSITION/ELEVATION WELL
 CZ2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2537+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001
 CZ2537
 CZ2537  HISTORY     - Date     Condition        Report By
 CZ2537  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2537  HISTORY     - 20010922 GOOD             INDIV
 CZ2537
 CZ2537                          STATION DESCRIPTION
 CZ2537
 CZ2537'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2537'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 19 AND AJO HIGHWAY
 CZ2537'(STATE HWY 86)(EXIT KM 99), WEST ON AJO HWY APPROX 14 MI (22.5 KM) TO
 CZ2537'SANDARIO RD, NORTH ON SANDARIO RD 9.2 MI (14.8 KM) TO MILE WIDE RD,
 CZ2537'EAST ON MILE WIDE RD 2 MI (3.2 KM) TO KINNEY RD, EAST (RIGHT) ON
 CZ2537'KENNEY RD APPROX 0.75 MI (1.21 KM) TOWARD THE ARIZONA SONORA DESERT
 CZ2537'MUSEUM ENTRANCE. MARKER AND WITNESS POST ARE 0.15 MI (0.24 KM) WEST
 CZ2537'OF ENTRANCE TO MUSEUM, 107 FT (32.6 M) SOUTH OF RD ON A HILL EXPOSING
 CZ2537'RED BEDROCK, 12 FT (3.7 M) EAST OF A SEVEN ARM SAGUARO CACTUS.
 CZ2537'TOWNSHIP 14 SOUTH, RANGE 11 EAST, NORTH EAST OF SECTION 1.
 CZ2537'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP WITH A 5.7 CM
 CZ2537'(2-1/4IN) STEM IMBEDDED IN A DRILLHOLE IN BEDROCK AND STAMPED PIMA
 CZ2537'COUNTY GPS SURVEY POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL
 CZ2537'DISTRICT, NN-94 1991.
 CZ2537
 CZ2537                          STATION RECOVERY (2001)
 CZ2537
 CZ2537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ2537'THE 7 ARM SAGUARO CACTUS MENTIONED IN THE SITE DESCRIPTION IS DEAD AND
 CZ2537'IS THE CORRECT DISTANCE, BUT EAST OF THE MARKER.  MEASURED GPS
 CZ2537'COORDINATES, N32 14 49.6, W111 10 05.3, ELEV. 2924 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2538 ***********************************************************************
 CZ2538  DESIGNATION -  NN 95
 CZ2538  PID         -  CZ2538
 CZ2538  STATE/COUNTY-  AZ/PIMA
 CZ2538  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2538
 CZ2538                         *CURRENT SURVEY CONTROL
 CZ2538  ___________________________________________________________________
 CZ2538* NAD 83(2007)-  32 14 36.04884(N)    111 09 44.23219(W)     ADJUSTED  
 CZ2538* NAVD 88     -       874.4    (meters)    2869.     (feet)  GPS OBS   
 CZ2538  ___________________________________________________________________
 CZ2538  EPOCH DATE  -        2007.00
 CZ2538  X           -  -1,949,611.699 (meters)                     COMP
 CZ2538  Y           -  -5,036,228.766 (meters)                     COMP
 CZ2538  Z           -   3,383,735.861 (meters)                     COMP
 CZ2538  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 CZ2538  ELLIP HEIGHT-         844.820 (meters)          (02/10/07) ADJUSTED
 CZ2538  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CZ2538
 CZ2538  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2538  Type    PID    Designation                      North   East  Ellip
 CZ2538  -------------------------------------------------------------------
 CZ2538  NETWORK CZ2538 NN 95                             1.20   1.27   2.14
 CZ2538  -------------------------------------------------------------------
 CZ2538
 CZ2538.The horizontal coordinates were established by GPS observations
 CZ2538.and adjusted by the National Geodetic Survey in February 2007.
 CZ2538
 CZ2538.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2538.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2538.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2538.The epoch date for horizontal control is a decimal equivalence
 CZ2538.of Year/Month/Day.
 CZ2538
 CZ2538.The orthometric height was determined by GPS observations and a
 CZ2538.high-resolution geoid model.
 CZ2538
 CZ2538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2538
 CZ2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2538
 CZ2538.The ellipsoidal height was determined by GPS observations
 CZ2538.and is referenced to NAD 83.
 CZ2538
 CZ2538.The geoid height was determined by GEOID03.
 CZ2538
 CZ2538;                    North         East     Units Scale Factor Converg.
 CZ2538;SPC AZ C     -   138,098.494   284,448.600   MT  0.99996230   +0 24 09.0
 CZ2538;SPC AZ C     -   453,079.05    933,230.31   iFT  0.99996230   +0 24 09.0
 CZ2538;UTM  12      - 3,567,420.931   484,711.767   MT  0.99960288   -0 05 11.7
 CZ2538
 CZ2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2538!SPC AZ C     -   0.99986737  x   0.99996230  =   0.99982967
 CZ2538!UTM  12      -   0.99986737  x   0.99960288  =   0.99947030
 CZ2538
 CZ2538                          SUPERSEDED SURVEY CONTROL
 CZ2538
 CZ2538  ELLIP H (09/30/02)  844.843  (m)                       GP(       ) 3 2
 CZ2538  NAD 83(1992)-  32 14 36.04863(N)    111 09 44.23070(W) AD(       ) 1
 CZ2538  ELLIP H (10/05/93)  844.951  (m)                       GP(       ) 3 2
 CZ2538
 CZ2538.Superseded values are not recommended for survey control.
 CZ2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2538.See file dsdata.txt to determine how the superseded data were derived.
 CZ2538
 CZ2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8471267421(NAD 83)
 CZ2538_MARKER: A = ALUMINUM MARKER
 CZ2538_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2538_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ2538_STAMPING: NN-95 1991
 CZ2538_MARK LOGO: AZ-019
 CZ2538_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2538+STABILITY: POSITION/ELEVATION WELL
 CZ2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2538+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2001
 CZ2538
 CZ2538  HISTORY     - Date     Condition        Report By
 CZ2538  HISTORY     - 1991     MONUMENTED       AZ-019
 CZ2538  HISTORY     - 20010930 GOOD             INDIV
 CZ2538
 CZ2538                          STATION DESCRIPTION
 CZ2538
 CZ2538'DESCRIBED BY PIMA COUNTY ARIZONA 1991
 CZ2538'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 19 AND AJO HIGHWAY
 CZ2538'(STATE HWY 86)(EXIT KM 99), WEST ON AJO HWY APPROX 14 MI (22.5 KM) TO
 CZ2538'SANDARIO RD, NORTH ON SANDARIO RD 9.2 MI (14.8 KM) TO MILE WIDE RD,
 CZ2538'EAST ON MILE WIDE RD 2 MI (3.2 KM) TO KINNEY RD, EAST (RIGHT) ON
 CZ2538'KENNEY RD APPROX 1.5 MI (2.4 KM) OR O.35 MIEAST OF THE ARIZONA SONORA
 CZ2538'DESERT MUSEUM ENTRANCE, TO THE JUAN SANTA CRUZ PICNIC AREA ENTRANCE.
 CZ2538'MARKER AND WITNESS POST ARE 207 FT (63.1 M) NORTH OF KINNEY RD
 CZ2538'CENTERLINE, ON A ROCK OUTCROP, 17 FT (5.2 M) EAST OF A SAGUARO
 CZ2538'CACTUS. TOWNSHIP 14 SOUTH, RANGE 12 EAST, SECTION 6.
 CZ2538'MARKER IS A STANDARD 8.3 CM (3-1/4IN) ALUMINUM CAP WITH A 5.7 CM
 CZ2538'(2-1/4IN) STEM IMBEDDED INTO ROCK AND STAMPED PIMA COUNTY GPS SURVEY
 CZ2538'POINT DEPT OF TRANSPORTATION AND FLOOD CONTROL DISTRICT, NN-95 1991.
 CZ2538
 CZ2538                          STATION RECOVERY (2001)
 CZ2538
 CZ2538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ2538'15 FEET NORTH OF POWERLINE RUNNING NW TOWARDS DESERT MUSEUM.  ON SW
 CZ2538'SIDE OF HILL OVERLOOKING KINNEY ROAD, JUAN SANTA CRUZ PICNIC GROUND
 CZ2538'AND DESERT MUSEUM.  MEASURED GPS COORDINATES, N32 14 36.1, W111 09
 CZ2538'44.3, ELEV. 2877 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW9029 ***********************************************************************
 DW9029  DESIGNATION -  NO 13
 DW9029  PID         -  DW9029
 DW9029  STATE/COUNTY-  AZ/LA PAZ
 DW9029  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW9029
 DW9029                         *CURRENT SURVEY CONTROL
 DW9029  ___________________________________________________________________
 DW9029* NAD 83(1992)-  33 36 59.23878(N)    114 29 55.11420(W)     ADJUSTED  
 DW9029* NAVD 88     -       124.9    (meters)     410.     (feet)  VERTCON   
 DW9029  ___________________________________________________________________
 DW9029  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DW9029  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DW9029  HORZ ORDER  -  THIRD
 DW9029
 DW9029.The horizontal coordinates were established by classical geodetic methods
 DW9029.and adjusted by the National Geodetic Survey in August 1993.
 DW9029
 DW9029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9029
 DW9029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9029
 DW9029.The geoid height was determined by GEOID03.
 DW9029
 DW9029;                    North         East     Units Scale Factor Converg.
 DW9029;SPC AZ W     -   290,376.672   143,891.358   MT  0.99999281   -0 24 52.2
 DW9029;SPC AZ W     -   952,679.37    472,084.51   iFT  0.99999281   -0 24 52.2
 DW9029;SPC CA 6     -   662,151.761 2,162,509.187   MT  0.99996626   +0 57 44.6
 DW9029;SPC CA 6     - 2,172,409.57  7,094,832.22   sFT  0.99996626   +0 57 44.6
 DW9029;UTM  11      - 3,722,436.075   732,056.661   MT  1.00026393   +1 23 07.6
 DW9029
 DW9029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9029!SPC AZ W     -   0.99998551  x   0.99999281  =   0.99997832
 DW9029!SPC CA 6     -   0.99998551  x   0.99996626  =   0.99995177
 DW9029!UTM  11      -   0.99998551  x   1.00026393  =   1.00024943
 DW9029
 DW9029                          SUPERSEDED SURVEY CONTROL
 DW9029
 DW9029  NAD 83(1986)-  33 36 59.23746(N)    114 29 55.11834(W) AD(       ) 3
 DW9029  NGVD 29 (04/26/91)  124.2    (m)          407.     (f) VERT ANG    3  
 DW9029
 DW9029.Superseded values are not recommended for survey control.
 DW9029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9029.See file dsdata.txt to determine how the superseded data were derived.
 DW9029
 DW9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3205722436(NAD 83)
 DW9029_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW9029_SETTING: 80 = SET IN A BOULDER
 DW9029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9029+STABILITY: SURFACE MOTION
 DW9029
 DW9029  HISTORY     - Date     Condition        Report By
 DW9029  HISTORY     - 1954     MONUMENTED       USGS
 DW9029  HISTORY     - 1954     GOOD             USGS
 DW9029
 DW9029                          STATION DESCRIPTION
 DW9029
 DW9029'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DW9029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0292 ***********************************************************************
 FQ0292  DESIGNATION -  NOD
 FQ0292  PID         -  FQ0292
 FQ0292  STATE/COUNTY-  AZ/COCONINO
 FQ0292  USGS QUAD   -  BELLEMONT (1980)
 FQ0292
 FQ0292                         *CURRENT SURVEY CONTROL
 FQ0292  ___________________________________________________________________
 FQ0292* NAD 83(1992)-  35 13 57.48245(N)    111 49 20.33153(W)     ADJUSTED  
 FQ0292* NAVD 88     -      2188.657  (meters)    7180.62   (feet)  ADJUSTED  
 FQ0292  ___________________________________________________________________
 FQ0292  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 FQ0292  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0292  DYNAMIC HT  -        2185.564 (meters)    7170.47  (feet)  COMP
 FQ0292  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 FQ0292
 FQ0292  HORZ ORDER  -  SECOND
 FQ0292  VERT ORDER  -  SECOND    CLASS 0
 FQ0292
 FQ0292.The horizontal coordinates were established by classical geodetic methods
 FQ0292.and adjusted by the National Geodetic Survey in August 1993.
 FQ0292
 FQ0292.The orthometric height was determined by differential leveling
 FQ0292.and adjusted in June 1991.
 FQ0292
 FQ0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0292
 FQ0292.The geoid height was determined by GEOID03.
 FQ0292
 FQ0292.The dynamic height is computed by dividing the NAVD 88
 FQ0292.geopotential number by the normal gravity value computed on the
 FQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0292.degrees latitude (g = 980.6199 gals.).
 FQ0292
 FQ0292.The modeled gravity was interpolated from observed gravity values.
 FQ0292
 FQ0292;                    North         East     Units Scale Factor Converg.
 FQ0292;SPC AZ C     -   469,384.762   221,947.948   MT  0.99990091   +0 03 16.0
 FQ0292;SPC AZ C     - 1,539,976.25    728,175.68   iFT  0.99990091   +0 03 16.0
 FQ0292;UTM  12      - 3,899,151.566   425,174.583   MT  0.99966900   -0 28 27.9
 FQ0292
 FQ0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0292!SPC AZ C     -   0.99966019  x   0.99990091  =   0.99956113
 FQ0292!UTM  12      -   0.99966019  x   0.99966900  =   0.99932930
 FQ0292
 FQ0292:                Primary Azimuth Mark                     Grid Az
 FQ0292:SPC AZ C     -  NAVAJO ORDNANCE DEPOT HOSP STK           136 15 27.5
 FQ0292:UTM  12      -  NAVAJO ORDNANCE DEPOT HOSP STK           136 47 11.4
 FQ0292
 FQ0292|---------------------------------------------------------------------|
 FQ0292| PID    Reference Object                     Distance      Geod. Az  |
 FQ0292|                                                           dddmmss.s |
 FQ0292| FQ0663 NAVAJO ORDNANCE DEPOT HOSP STK      APPROX. 0.9 KM 1361843.5 |
 FQ0292| FQ0294 NOD RM 1                              8.829 METERS 21508     |
 FQ0292| FQ0669 NAVAJO ORDNANCE DEPOT TANK          APPROX. 0.6 KM 2365526.7 |
 FQ0292| FQ0293 NOD RM 2                             17.422 METERS 26526     |
 FQ0292|---------------------------------------------------------------------|
 FQ0292
 FQ0292                          SUPERSEDED SURVEY CONTROL
 FQ0292
 FQ0292  NAD 83(1986)-  35 13 57.47945(N)    111 49 20.32806(W) AD(       ) 2
 FQ0292  NAD 27      -  35 13 57.44230(N)    111 49 17.73450(W) AD(       ) 2
 FQ0292  NGVD 29 (??/??/92) 2187.657  (m)         7177.34   (f) ADJ UNCH    2 0
 FQ0292
 FQ0292.Superseded values are not recommended for survey control.
 FQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0292.See file dsdata.txt to determine how the superseded data were derived.
 FQ0292
 FQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2517599152(NAD 83)
 FQ0292_MARKER: DS = TRIANGULATION STATION DISK
 FQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0292_STAMPING: NOD 1958
 FQ0292_MARK LOGO: CGS   
 FQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0292+STABILITY: SURFACE MOTION
 FQ0292
 FQ0292  HISTORY     - Date     Condition        Report By
 FQ0292  HISTORY     - 1958     MONUMENTED       CGS
 FQ0292  HISTORY     - 1958     GOOD             CGS
 FQ0292  HISTORY     - 1965     GOOD             USGS
 FQ0292  HISTORY     - 1971     GOOD             AZHD
 FQ0292  HISTORY     - 1982     GOOD             NGS
 FQ0292  HISTORY     - 1984     GOOD             DMA
 FQ0292  HISTORY     - 20000905 MARK NOT FOUND   NGS
 FQ0292
 FQ0292                          STATION DESCRIPTION
 FQ0292
 FQ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0292'THE STATION IS ON THE NORTH END OF THE SANTA FE RAILROAD OVERPASS
 FQ0292'FOR THE ROAD TO THE NAVAJO ORDNANCE DEPOT.  IT IS ABOUT 10 MILES
 FQ0292'WEST OF FLAGSTAFF, JUST EAST OF BELLEMONT AND JUST SOUTH OF
 FQ0292'U.S. HIGHWAY 66 AND 89.
 FQ0292'
 FQ0292'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0292'FLAGSTAFF, GO WEST ON U.S.-HIGHWAY 66 AND 89 FOR 11.2 MILES TO
 FQ0292'PAVED ROAD ON THE LEFT AND SIGN (U.S. ARMY, NAVAJO ORDNANCE
 FQ0292'DEPOT).  TURN LEFT AND GO ABOUT 200 YARDS TO THE NORTH END OF
 FQ0292'THE OVERPASS AND THE STATION ON THE LEFT, EAST.
 FQ0292'
 FQ0292'THE STATION MARK IS A STANDARD DISK, STAMPED NOD 1958, CEMENTED
 FQ0292'IN A DRILL HOLE IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FQ0292'PROJECTS 2 INCHES.  IT IS 16 FEET EAST OF THE CENTERLINE OF
 FQ0292'THE ROAD AND 5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FQ0292'OVERPASS.
 FQ0292'
 FQ0292'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NOD NO 1 1958,
 FQ0292'CEMENTED IN A DRILL HOLE IN THE WEST SIDEWALK OF THE OVERPASS.
 FQ0292'IT IS 13 FEET WEST OF THE CENTERLINE OF THE ROAD AND ABOUT
 FQ0292'THE CENTER OF THE SIDEWALK IN A NORTH AND SOUTH DIRECTION.
 FQ0292'
 FQ0292'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NOD NO 2 1958,
 FQ0292'CEMENTED IN A DRILL HOLE IN THE WEST SIDEWALK OF THE OVERPASS.
 FQ0292'IT IS 13 FEET WEST OF THE CENTERLINE OF THE ROAD AND AT THE NORTH
 FQ0292'END OF THE SIDEWALK.
 FQ0292
 FQ0292                          STATION RECOVERY (1958)
 FQ0292
 FQ0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0292'11.2 MI W FROM FLAGSTAFF.
 FQ0292'11.2 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0292'RAILROAD DEPOT IN FLAGSTAFF TO A PAVED ROAD ON THE LEFT AND SIGN U.S.
 FQ0292'ARMY, NAVAJO ORDNANCE DEPOT, TURN LEFT AND GO ABOUT 200 YARDS TO THE
 FQ0292'NORTH END OF THE OVERPASS, 16 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FQ0292'5 FEET NORTH OF THE NORTHEAST CORNER OF THE OVERPASS AND CEMENTED IN
 FQ0292'THE TOP OF 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 FQ0292
 FQ0292                          STATION RECOVERY (1965)
 FQ0292
 FQ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0292'RECOVERED IN GOOD CONDITION.
 FQ0292
 FQ0292                          STATION RECOVERY (1971)
 FQ0292
 FQ0292'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0292'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 FQ0292'RECOVERED AS DESCRIBED BY THE USC AND GS IN 1958.  THE
 FQ0292'DESCRIPTION IS ADEQUATE SAVE THE ROAD ACROSS THE RAILROAD TRACKS
 FQ0292'IS NOW POSTED AS TRANSWESTERN ROAD.
 FQ0292
 FQ0292                          STATION RECOVERY (1982)
 FQ0292
 FQ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0292'RECOVERED IN GOOD CONDITION.
 FQ0292
 FQ0292                          STATION RECOVERY (1984)
 FQ0292
 FQ0292'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (JKB)
 FQ0292'NOD 1958 RECOVERED GOOD.
 FQ0292'
 FQ0292'NOD NO 1 1958 RECOVERED GOOD.
 FQ0292'
 FQ0292'NOD NO 2 1958 RECOVERED GOOD.
 FQ0292'
 FQ0292'DESCRIPTION IS ADEQUATE ALTHOUGH INTERSTATE 40 HAS REPLACED US
 FQ0292'HIGHWAYS 66 AND 89 BETWEEN FLAGSTAFF AND NAVAJO ARMY DEPOT.  TAKE
 FQ0292'EXIT 185 FOR ARMY DEPOT AND OLD U. S. HIGHWAYS 66 AND 89.
 FQ0292
 FQ0292                          STATION RECOVERY (2000)
 FQ0292
 FQ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0292'THERE HAS BEEN NEW CONSTRUCTION IN THE AREA.  A THOROUGH SEARCH
 FQ0292'REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0294 ***********************************************************************
 FQ0294  DESIGNATION -  NOD RM 1
 FQ0294  PID         -  FQ0294
 FQ0294  STATE/COUNTY-  AZ/COCONINO
 FQ0294  USGS QUAD   -  BELLEMONT (1980)
 FQ0294
 FQ0294                         *CURRENT SURVEY CONTROL
 FQ0294  ___________________________________________________________________
 FQ0294* NAD 83(1986)-  35 13 57.     (N)    111 49 21.     (W)     SCALED    
 FQ0294* NAVD 88     -      2188.854  (meters)    7181.27   (feet)  ADJUSTED  
 FQ0294  ___________________________________________________________________
 FQ0294  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0294  DYNAMIC HT  -        2185.761 (meters)    7171.12  (feet)  COMP
 FQ0294  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 FQ0294
 FQ0294  VERT ORDER  -  SECOND    CLASS 0
 FQ0294
 FQ0294.The horizontal coordinates were scaled from a topographic map and have
 FQ0294.an estimated accuracy of +/- 6 seconds.
 FQ0294
 FQ0294.The orthometric height was determined by differential leveling
 FQ0294.and adjusted in June 1991.
 FQ0294
 FQ0294.The geoid height was determined by GEOID03.
 FQ0294
 FQ0294.The dynamic height is computed by dividing the NAVD 88
 FQ0294.geopotential number by the normal gravity value computed on the
 FQ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0294.degrees latitude (g = 980.6199 gals.).
 FQ0294
 FQ0294.The modeled gravity was interpolated from observed gravity values.
 FQ0294
 FQ0294;                    North         East    Units  Estimated Accuracy
 FQ0294;SPC AZ C     -   469,370.      221,930.      MT  (+/- 180 meters Scaled)
 FQ0294
 FQ0294                          SUPERSEDED SURVEY CONTROL
 FQ0294
 FQ0294  NGVD 29 (??/??/92) 2187.854  (m)         7177.98   (f) ADJ UNCH    2 0
 FQ0294
 FQ0294.Superseded values are not recommended for survey control.
 FQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0294.See file dsdata.txt to determine how the superseded data were derived.
 FQ0294
 FQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD251991(NAD 83)
 FQ0294_MARKER: DR = REFERENCE MARK DISK
 FQ0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0294_SP_SET: OVERPASS
 FQ0294_STAMPING: NOD NO 1 1958
 FQ0294_MARK LOGO: CGS   
 FQ0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0294
 FQ0294  HISTORY     - Date     Condition        Report By
 FQ0294  HISTORY     - 1958     MONUMENTED       CGS
 FQ0294  HISTORY     - 1982     GOOD             NGS
 FQ0294  HISTORY     - 20000905 MARK NOT FOUND   NGS
 FQ0294
 FQ0294                          STATION DESCRIPTION
 FQ0294
 FQ0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0294'11.2 MI W FROM FLAGSTAFF.
 FQ0294'11.2 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0294'RAILROAD DEPOT IN FLAGSTAFF TO A PAVED ROAD ON THE LEFT AND SIGN U.S.
 FQ0294'ARMY, NAVAJO ORDNANCE DEPOT, TURN LEFT AND GO ABOUT 200 YARDS TO THE
 FQ0294'NORTH END OF THE OVERPASS, 13 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FQ0294'ABOUT IN THE CENTER OF THE SIDEWALK IN A NORTH-SOUTH DIRECTION AND
 FQ0294'CEMENTED IN A DRILL HOLE IN THE WEST SIDEWALK OF THE OVERPASS.
 FQ0294
 FQ0294                          STATION RECOVERY (1982)
 FQ0294
 FQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0294'RECOVERED IN GOOD CONDITION.
 FQ0294
 FQ0294                          STATION RECOVERY (2000)
 FQ0294
 FQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0294'THERE HAS BEEN NEW CONSTRUCTION IN THE AREA.  A THOROUGH SEARCH
 FQ0294'REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0293 ***********************************************************************
 FQ0293  DESIGNATION -  NOD RM 2
 FQ0293  PID         -  FQ0293
 FQ0293  STATE/COUNTY-  AZ/COCONINO
 FQ0293  USGS QUAD   -  BELLEMONT (1980)
 FQ0293
 FQ0293                         *CURRENT SURVEY CONTROL
 FQ0293  ___________________________________________________________________
 FQ0293* NAD 83(1986)-  35 13 57.     (N)    111 49 21.     (W)     SCALED    
 FQ0293* NAVD 88     -      2188.865  (meters)    7181.30   (feet)  ADJUSTED  
 FQ0293  ___________________________________________________________________
 FQ0293  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0293  DYNAMIC HT  -        2185.773 (meters)    7171.16  (feet)  COMP
 FQ0293  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 FQ0293
 FQ0293  VERT ORDER  -  SECOND    CLASS 0
 FQ0293
 FQ0293.The horizontal coordinates were scaled from a topographic map and have
 FQ0293.an estimated accuracy of +/- 6 seconds.
 FQ0293
 FQ0293.The orthometric height was determined by differential leveling
 FQ0293.and adjusted in June 1991.
 FQ0293
 FQ0293.The geoid height was determined by GEOID03.
 FQ0293
 FQ0293.The dynamic height is computed by dividing the NAVD 88
 FQ0293.geopotential number by the normal gravity value computed on the
 FQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0293.degrees latitude (g = 980.6199 gals.).
 FQ0293
 FQ0293.The modeled gravity was interpolated from observed gravity values.
 FQ0293
 FQ0293;                    North         East    Units  Estimated Accuracy
 FQ0293;SPC AZ C     -   469,370.      221,930.      MT  (+/- 180 meters Scaled)
 FQ0293
 FQ0293                          SUPERSEDED SURVEY CONTROL
 FQ0293
 FQ0293  NGVD 29 (??/??/92) 2187.866  (m)         7178.02   (f) ADJ UNCH    2 0
 FQ0293
 FQ0293.Superseded values are not recommended for survey control.
 FQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0293.See file dsdata.txt to determine how the superseded data were derived.
 FQ0293
 FQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD251991(NAD 83)
 FQ0293_MARKER: DR = REFERENCE MARK DISK
 FQ0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0293_SP_SET: OVERPASS
 FQ0293_STAMPING: NOD NO 2 1958
 FQ0293_MARK LOGO: CGS   
 FQ0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0293
 FQ0293  HISTORY     - Date     Condition        Report By
 FQ0293  HISTORY     - 1958     MONUMENTED       CGS
 FQ0293  HISTORY     - 1982     GOOD             NGS
 FQ0293  HISTORY     - 20000905 MARK NOT FOUND   NGS
 FQ0293
 FQ0293                          STATION DESCRIPTION
 FQ0293
 FQ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0293'11.2 MI W FROM FLAGSTAFF.
 FQ0293'11.2 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0293'RAILROAD DEPOT IN FLAGSTAFF TO A PAVED ROAD ON THE LEFT AND SIGN U.S.
 FQ0293'ARMY, NAVAJO ORDNANCE DEPOT, TURN LEFT AND GO ABOUT 200 YARDS TO THE
 FQ0293'NORTH END OF THE OVERPASS, 13 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FQ0293'AT THE NORTH END OF THE SIDEWALK AND CEMENTED IN A DRILL HOLE IN THE
 FQ0293'WEST SIDEWALK TO THE OVERPASS.
 FQ0293
 FQ0293                          STATION RECOVERY (1982)
 FQ0293
 FQ0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0293'RECOVERED IN GOOD CONDITION.
 FQ0293
 FQ0293                          STATION RECOVERY (2000)
 FQ0293
 FQ0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 FQ0293'THERE HAS BEEN NEW CONSTRUCTION IN THE AREA.  A THOROUGH SEARCH
 FQ0293'REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1027 ***********************************************************************
 CG1027  DESIGNATION -  NOGALES 5
 CG1027  PID         -  CG1027
 CG1027  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1027  USGS QUAD   -  NOGALES (1981)
 CG1027
 CG1027                         *CURRENT SURVEY CONTROL
 CG1027  ___________________________________________________________________
 CG1027* NAD 83(1992)-  31 20 08.65942(N)    110 59 14.84965(W)     ADJUSTED  
 CG1027* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 CG1027  ___________________________________________________________________
 CG1027  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CG1027  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG1027  HORZ ORDER  -  SECOND
 CG1027
 CG1027.The horizontal coordinates were established by classical geodetic methods
 CG1027.and adjusted by the National Geodetic Survey in August 1993.
 CG1027
 CG1027.The orthometric height was scaled from a topographic map.
 CG1027
 CG1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1027
 CG1027.The geoid height was determined by GEOID03.
 CG1027
 CG1027;                    North         East     Units Scale Factor Converg.
 CG1027;SPC AZ C     -    37,593.328   301,783.877   MT  0.99999641   +0 28 59.8
 CG1027;SPC AZ C     -   123,337.69    990,104.58   iFT  0.99999641   +0 28 59.8
 CG1027;UTM  12      - 3,466,811.256   501,193.097   MT  0.99960002   +0 00 23.5
 CG1027
 CG1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1027!SPC AZ C     -   0.99980354  x   0.99999641  =   0.99979995
 CG1027!UTM  12      -   0.99980354  x   0.99960002  =   0.99940364
 CG1027
 CG1027                          SUPERSEDED SURVEY CONTROL
 CG1027
 CG1027  NAD 83(1986)-  31 20 08.64592(N)    110 59 14.84577(W) AD(       ) 2
 CG1027  NAD 27      -  31 20 08.28000(N)    110 59 12.53000(W) AD(       ) 2
 CG1027
 CG1027.Superseded values are not recommended for survey control.
 CG1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1027.See file dsdata.txt to determine how the superseded data were derived.
 CG1027
 CG1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0119366811(NAD 83)
 CG1027_MARKER: H = DRILL HOLE
 CG1027_SETTING: 0 = UNSPECIFIED SETTING
 CG1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG1027
 CG1027  HISTORY     - Date     Condition        Report By
 CG1027  HISTORY     - 1893     MONUMENTED       IBWC
 CG1027  HISTORY     - 1957     MARK NOT FOUND   IBWC
 CG1027
 CG1027                          STATION DESCRIPTION
 CG1027
 CG1027'DESCRIBED BY INT BDRY WTR COMM 1893
 CG1027'ON THE RIDGE BETWEEN EPHRAIMS CANYON AND MARIPOSA CANYON AND 300
 CG1027'METERS NORTH OF THE INTERNATIONAL BOUNDARY LINE.  STATION IS
 CG1027'MARKED BY A 1/4-INCH DRILL HOLE IN THE CENTER OF A 4- BY 4-INCH
 CG1027'PINE STAKE.  FOUR REFERENCE MARKS, EACH CONSISTING OF A NAIL IN
 CG1027'THE CENTER OF A 2- BY 2-INCH PINE STUB, ARE AT THE FOLLOWING
 CG1027'DISTANCES FROM THE STATION--REFERENCE MARK NO. 1, 1.008 METERS
 CG1027'(3.31 FEET) NORTH.  REFERENCE MARK NO. 2, 1.171 METERS (3.84
 CG1027'FEET) EAST.  REFERENCE MARK NO. 3, 1.102 METERS (3.62 FEET)
 CG1027'SOUTH, AND REFERENCE MARK NO. 4, 1.041 METERS (3.42 FEET) WEST.
 CG1027
 CG1027                          STATION RECOVERY (1957)
 CG1027
 CG1027'RECOVERY NOTE BY INT BDRY WTR COMM 1957
 CG1027'STATION NOT RECOVERED THIS DATE.  STATION WAS MARKED WITH A
 CG1027'4 X 4 INCH PINE STAKE WITH A DRILL HOLE IN CENTER.  STATION HAS
 CG1027'PROBABLY BEEN DESTROYED BY ELEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1106 ***********************************************************************
 CG1106  DESIGNATION -  NOGALES 7
 CG1106  PID         -  CG1106
 CG1106  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1106  USGS QUAD   -  PAJARITO PEAK (1981)
 CG1106
 CG1106                         *CURRENT SURVEY CONTROL
 CG1106  ___________________________________________________________________
 CG1106* NAD 83(1992)-  31 21 37.68597(N)    111 05 12.32227(W)     ADJUSTED  
 CG1106* NAVD 88     -      1596.7    (meters)    5239.     (feet)  VERTCON   
 CG1106  ___________________________________________________________________
 CG1106  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CG1106  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CG1106  HORZ ORDER  -  SECOND
 CG1106
 CG1106.The horizontal coordinates were established by classical geodetic methods
 CG1106.and adjusted by the National Geodetic Survey in August 1993.
 CG1106
 CG1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1106
 CG1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1106
 CG1106.The geoid height was determined by GEOID03.
 CG1106
 CG1106;                    North         East     Units Scale Factor Converg.
 CG1106;SPC AZ C     -    40,259.647   292,313.656   MT  0.99997686   +0 25 54.9
 CG1106;SPC AZ C     -   132,085.46    959,034.30   iFT  0.99997686   +0 25 54.9
 CG1106;UTM  12      - 3,469,555.247   491,749.046   MT  0.99960084   -0 02 42.5
 CG1106
 CG1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1106!SPC AZ C     -   0.99975398  x   0.99997686  =   0.99973085
 CG1106!UTM  12      -   0.99975398  x   0.99960084  =   0.99935492
 CG1106
 CG1106|---------------------------------------------------------------------|
 CG1106| PID    Reference Object                     Distance      Geod. Az  |
 CG1106|                                                           dddmmss.s |
 CG1106| CH5992 NOGALES 7 RM 1                        6.470 METERS 03903     |
 CG1106| CH5991 NOGALES 7 RM                          4.970 METERS 07655     |
 CG1106| CH5993 NOGALES 7 RM 2                        9.188 METERS 12551     |
 CG1106| CG1108 BOUNDARY MON 128 ECC                APPROX. 3.1 KM 1655152.1 |
 CG1106|---------------------------------------------------------------------|
 CG1106
 CG1106                          SUPERSEDED SURVEY CONTROL
 CG1106
 CG1106  NAD 83(1986)-  31 21 37.67281(N)    111 05 12.31900(W) AD(       ) 2
 CG1106  NAD 27      -  31 21 37.31800(N)    111 05 09.98900(W) AD(       ) 2
 CG1106  NGVD 29 (07/19/86) 1595.8    (m)         5236.     (f) VERT ANG    3  
 CG1106
 CG1106.Superseded values are not recommended for survey control.
 CG1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1106.See file dsdata.txt to determine how the superseded data were derived.
 CG1106
 CG1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9174969555(NAD 83)
 CG1106_MARKER: DS = TRIANGULATION STATION DISK
 CG1106_SETTING: 80 = SET IN A BOULDER
 CG1106_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG1106
 CG1106  HISTORY     - Date     Condition        Report By
 CG1106  HISTORY     - 1893     MONUMENTED       IBC
 CG1106  HISTORY     - 1935     GOOD             IBWC
 CG1106  HISTORY     - 1958     GOOD             IBWC
 CG1106
 CG1106                          STATION DESCRIPTION
 CG1106
 CG1106'DESCRIBED BY INT BDRY WTR COMM 1935
 CG1106'ABOUT 8 MILES WEST BY NORTH OF NOGALES, ABOUT 2 MILES NORTH-NORTHWEST
 CG1106'OF THE ANGLE IN THE INTERNATIONAL BOUNDARY THAT IS MARKED BY
 CG1106'BOUNDARY MONUMENT NO. 127 (I.B.C.), AND ON THE MORE NORTHERN
 CG1106'ONE OF TWO PROMINENT ROUND-TOPPED HILLS.  ORIGINAL MARKS WERE
 CG1106'DESTROYED AND NEW MARKS WERE SET IN 1935.  STATION IS MARKED BY
 CG1106'A STANDARD BRONZE DISK SET IN A BURIED BOULDER.  REFERENCE MARK
 CG1106'NO. 1, A STANDARD BRONZE REFERENCE DISK SET IN A BURIED
 CG1106'BOULDER, IS 6.470 METERS (21.23 FEET) FROM STATION N 39 DEG
 CG1106'03 MIN E. REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1106'DISKSET IN A BURIED BOULDER, IS 9.188 METERS (30.14 FEET)
 CG1106'FROM STATION S 54 DEG 09 MIN E.
 CG1106
 CG1106                          STATION RECOVERY (1958)
 CG1106
 CG1106'RECOVERY NOTE BY INT BDRY WTR COMM 1958
 CG1106'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  STATION IS
 CG1106'LOCATED ON THE HIGHEST POINT OF HILL, 46 FEET WNW OF THE WESTERN
 CG1106'MOST TIP OF TWO BUSHES.  62 FEET ESE OF THE SOUTHERN MOST TIP
 CG1106'OF A BUSH IN FENCE LINE.  54 FEET ENE OF THE EASTERN MOST TIP
 CG1106'OF LONE BUSH.  22.5 FEET NW OF THE CENTER OF LIGHT SPOT.  10.2
 CG1106'FEET NE OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1013 ***********************************************************************
 CG1013  DESIGNATION -  NOGALES ASTRONOMIC STA
 CG1013  PID         -  CG1013
 CG1013  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1013  USGS QUAD   -  NOGALES (1981)
 CG1013
 CG1013                         *CURRENT SURVEY CONTROL
 CG1013  ___________________________________________________________________
 CG1013* NAD 83(1992)-  31 20 01.84903(N)    110 56 23.46043(W)     ADJUSTED  
 CG1013* NAVD 88     -      1220.     (meters)    4003.     (feet)  SCALED    
 CG1013  ___________________________________________________________________
 CG1013  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 CG1013  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG1013  HORZ ORDER  -  SECOND
 CG1013
 CG1013.The horizontal coordinates were established by classical geodetic methods
 CG1013.and adjusted by the National Geodetic Survey in August 1993.
 CG1013
 CG1013.The orthometric height was scaled from a topographic map.
 CG1013
 CG1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1013
 CG1013.The geoid height was determined by GEOID03.
 CG1013
 CG1013;                    North         East     Units Scale Factor Converg.
 CG1013;SPC AZ C     -    37,422.778   306,316.344   MT  1.00000655   +0 30 28.8
 CG1013;SPC AZ C     -   122,778.14  1,004,974.88   iFT  1.00000655   +0 30 28.8
 CG1013;UTM  12      - 3,466,603.082   505,722.170   MT  0.99960040   +0 01 52.6
 CG1013
 CG1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1013!SPC AZ C     -   0.99981310  x   1.00000655  =   0.99981965
 CG1013!UTM  12      -   0.99981310  x   0.99960040  =   0.99941358
 CG1013
 CG1013|---------------------------------------------------------------------|
 CG1013| PID    Reference Object                     Distance      Geod. Az  |
 CG1013|                                                           dddmmss.s |
 CG1013| CG1018 NOGALES AZIMUTH STATION             160.171 METERS 14714     |
 CG1013| CG1019 NOGALES MEXICAN CUSTOMHOUSE FS      494.450 METERS 2335536.2 |
 CG1013| CG1021 LEVYS STORE FLAGPOLE                142.449 METERS 23713     |
 CG1013| CG1010 MONTEZUMA HOTEL FLAGPOLE             65.198 METERS 31349     |
 CG1013|---------------------------------------------------------------------|
 CG1013
 CG1013                          SUPERSEDED SURVEY CONTROL
 CG1013
 CG1013  NAD 83(1986)-  31 20 01.83543(N)    110 56 23.45622(W) AD(       ) 2
 CG1013  NAD 27      -  31 20 01.47000(N)    110 56 21.17000(W) AD(       ) 2
 CG1013
 CG1013.Superseded values are not recommended for survey control.
 CG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1013.See file dsdata.txt to determine how the superseded data were derived.
 CG1013
 CG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0572266603(NAD 83)
 CG1013
 CG1013  HISTORY     - Date     Condition        Report By
 CG1013  HISTORY     - 1893     MONUMENTED       IBC
 CG1013  HISTORY     - 1923     SEE DESCRIPTION  IBWC
 CG1013
 CG1013                          STATION DESCRIPTION
 CG1013
 CG1013'DESCRIBED BY INT BDRY WTR COMM 1923
 CG1013'IN THE GROUNDS AT THE REAR OF THE MONTEZUMA HOTEL AT NOGALES.
 CG1013'STATION IS MARKED BY A NAIL IN THE TOP OF A RECTANGULAR STAKE.
 CG1013'AN OLD BRICK LATITUDE PIER, 17 INCHES SQUARE AND 3 FEET HIGH, IS
 CG1013'2.22 METERS (7.3 FEET) NORTH AND 1.28 METERS (4.2 FEET) WEST
 CG1013'OF THE STATION.  AN OLD BRICK LONGITUDE PIER 17 BY 25 INCHES IN
 CG1013'CROSS SECTION IS DUE NORTH OF THE STATION.  THE LONGITUDE PIER
 CG1013'IS 1.27 METERS (4.2 FEET) EAST OF THE LATITUDE PIER.  STATION
 CG1013'REPORTED LOST IN 1923.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1024 ***********************************************************************
 CG1024  DESIGNATION -  NOGALES AZHD RADIO MAST
 CG1024  PID         -  CG1024
 CG1024  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1024  USGS QUAD   -  NOGALES (1981)
 CG1024
 CG1024                         *CURRENT SURVEY CONTROL
 CG1024  ___________________________________________________________________
 CG1024* NAD 83(1992)-  31 20 16.54405(N)    110 57 11.23201(W)     ADJUSTED  
 CG1024* NAVD 88     -              **(meters)            **(feet)            
 CG1024  ___________________________________________________________________
 CG1024  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CG1024  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG1024  HORZ ORDER  -  THIRD
 CG1024
 CG1024.The horizontal coordinates were established by classical geodetic methods
 CG1024.and adjusted by the National Geodetic Survey in August 1993.
 CG1024
 CG1024
 CG1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1024
 CG1024.The geoid height was determined by GEOID03.
 CG1024
 CG1024;                    North         East     Units Scale Factor Converg.
 CG1024;SPC AZ C     -    37,864.228   305,049.535   MT  1.00000366   +0 30 04.2
 CG1024;SPC AZ C     -   124,226.47  1,000,818.68   iFT  1.00000366   +0 30 04.2
 CG1024;UTM  12      - 3,467,054.876   504,459.589   MT  0.99960025   +0 01 27.8
 CG1024
 CG1024                          SUPERSEDED SURVEY CONTROL
 CG1024
 CG1024  NAD 83(1986)-  31 20 16.53088(N)    110 57 11.22855(W) AD(       ) 4
 CG1024  NAD 27      -  31 20 16.17900(N)    110 57 08.91400(W) AD(       ) 3
 CG1024
 CG1024.Superseded values are not recommended for survey control.
 CG1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1024.See file dsdata.txt to determine how the superseded data were derived.
 CG1024
 CG1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0446067055(NAD 83)
 CG1024_MARKER: 42 = RADIO/TV MAST
 CG1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1024+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 CG1024
 CG1024  HISTORY     - Date     Condition        Report By
 CG1024  HISTORY     - 1959     FIRST OBSERVED   CGS
 CG1024  HISTORY     - 20061216 GOOD             GEOCAC
 CG1024
 CG1024                          STATION DESCRIPTION
 CG1024
 CG1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1024'THE OBJECT USED IS THE CENTER OF THE RADIO MAST, A TRIANGULAR
 CG1024'STEEL STRUCTURE 18 INCHES ACROSS AND ABOUT 100 FEET HIGH.
 CG1024'IT IS ON THE TOP OF A HILL 1 MILE WEST OF NOGALES AND 0.2
 CG1024'MILE NORTH OF THE MEXICAN BORDER, BESIDE AN UNUSED LOOKOUT
 CG1024'TOWER.  TO REACH THE STATION FROM THE CUSTOM HOUSE IN NOGALES,
 CG1024'GO NORTH FOR 0.1 MILE TO CRAWFORD STREET, TURN LEFT ON CRAWFORD
 CG1024'STREET AND GO 0.6 MILE TO THE TOP OF THE HILL AND THE END OF
 CG1024'THE PAVEMENT.  GO NORTHERLY ON A DIRT ROAD 0.1 TO A FORK,
 CG1024'TAKE THE LEFT FORK AND GO 0.1 TO A FORK, TAKE THE LEFT FORK
 CG1024'AND GO TO THE TOP OF THE HILL AND THE STATION.
 CG1024
 CG1024                          STATION RECOVERY (2006)
 CG1024
 CG1024'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1025 ***********************************************************************
 CG1025  DESIGNATION -  NOGALES RADIO STA KNOG MAST
 CG1025  PID         -  CG1025
 CG1025  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1025  USGS QUAD   -  NOGALES (1981)
 CG1025
 CG1025                         *CURRENT SURVEY CONTROL
 CG1025  ___________________________________________________________________
 CG1025* NAD 83(1992)-  31 21 19.01532(N)    110 54 45.50017(W)     ADJUSTED  
 CG1025* NAVD 88     -              **(meters)            **(feet)            
 CG1025  ___________________________________________________________________
 CG1025  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 CG1025  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CG1025  HORZ ORDER  -  THIRD
 CG1025
 CG1025.The horizontal coordinates were established by classical geodetic methods
 CG1025.and adjusted by the National Geodetic Survey in August 1993.
 CG1025
 CG1025
 CG1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1025
 CG1025.The geoid height was determined by GEOID03.
 CG1025
 CG1025;                    North         East     Units Scale Factor Converg.
 CG1025;SPC AZ C     -    39,822.613   308,884.285   MT  1.00001251   +0 31 20.9
 CG1025;SPC AZ C     -   130,651.62  1,013,399.89   iFT  1.00001251   +0 31 20.9
 CG1025;UTM  12      - 3,468,980.489   508,308.937   MT  0.99960085   +0 02 43.6
 CG1025
 CG1025                          SUPERSEDED SURVEY CONTROL
 CG1025
 CG1025  NAD 83(1986)-  31 21 19.00236(N)    110 54 45.49680(W) AD(       ) 4
 CG1025  NAD 27      -  31 21 18.65000(N)    110 54 43.18600(W) AD(       ) 3
 CG1025
 CG1025.Superseded values are not recommended for survey control.
 CG1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1025.See file dsdata.txt to determine how the superseded data were derived.
 CG1025
 CG1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0830968980(NAD 83)
 CG1025_MARKER: 42 = RADIO/TV MAST
 CG1025
 CG1025  HISTORY     - Date     Condition        Report By
 CG1025  HISTORY     - 1959     FIRST OBSERVED   CGS
 CG1025
 CG1025                          STATION DESCRIPTION
 CG1025
 CG1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1025'OBJECT USED IS THE CENTER OF THE MAST FOR RADIO STATION KNOG
 CG1025'THAT IS ABOUT 1.5 MILES EAST OF NOGALES AND 200 FEET SOUTH OF
 CG1025'THE RANCHO GRANDE HOTEL.  THE MAST IS A TRIANGULAR STEEL
 CG1025'STRUCTURE 18 INCHES ACROSS AND 150 FEET HIGH, PAINTED WITH
 CG1025'ALTERNATE BANDS OF RED AND WHITE, AND SET ON A CONCRETE BASE.
 CG1025'
 CG1025'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CG1025'82 AND 89, GO EASTWARD ON 82 TOWARD TOMBSTONE FOR 1.4 MILES
 CG1025'TO A ROAD RIGHT AT SIGN RANCHO GRANDE HOTEL, TAKE THE RIGHT
 CG1025'AND GO 0.7 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0864 ***********************************************************************
 DU0864  DESIGNATION -  NOLE
 DU0864  PID         -  DU0864
 DU0864  STATE/COUNTY-  AZ/MARICOPA
 DU0864  USGS QUAD   -  TEMPE (1982)
 DU0864
 DU0864                         *CURRENT SURVEY CONTROL
 DU0864  ___________________________________________________________________
 DU0864* NAD 83(1992)-  33 27 33.26765(N)    111 58 58.20672(W)     ADJUSTED  
 DU0864* NAVD 88     -       359.008  (meters)    1177.85   (feet)  ADJUSTED  
 DU0864  ___________________________________________________________________
 DU0864  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DU0864  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0864  DYNAMIC HT  -         358.593 (meters)    1176.48  (feet)  COMP
 DU0864  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DU0864
 DU0864  HORZ ORDER  -  SECOND
 DU0864  VERT ORDER  -  SECOND    CLASS 0
 DU0864
 DU0864.The horizontal coordinates were established by classical geodetic methods
 DU0864.and adjusted by the National Geodetic Survey in August 1993.
 DU0864
 DU0864.The orthometric height was determined by differential leveling
 DU0864.and adjusted in November 1993.
 DU0864
 DU0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0864
 DU0864.The geoid height was determined by GEOID03.
 DU0864
 DU0864.The dynamic height is computed by dividing the NAVD 88
 DU0864.geopotential number by the normal gravity value computed on the
 DU0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0864.degrees latitude (g = 980.6199 gals.).
 DU0864
 DU0864.The modeled gravity was interpolated from observed gravity values.
 DU0864
 DU0864;                    North         East     Units Scale Factor Converg.
 DU0864;SPC AZ C     -   272,682.163   207,209.186   MT  0.99990047   -0 02 11.3
 DU0864;SPC AZ C     -   894,626.52    679,820.16   iFT  0.99990047   -0 02 11.3
 DU0864;UTM  12      - 3,702,632.259   408,664.453   MT  0.99970285   -0 32 30.9
 DU0864
 DU0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0864!SPC AZ C     -   0.99994831  x   0.99990047  =   0.99984878
 DU0864!UTM  12      -   0.99994831  x   0.99970285  =   0.99965117
 DU0864
 DU0864:                Primary Azimuth Mark                     Grid Az
 DU0864:SPC AZ C     -  NOLE AZ MK                               002 12 43.7
 DU0864:UTM  12      -  NOLE AZ MK                               002 43 03.3
 DU0864
 DU0864|---------------------------------------------------------------------|
 DU0864| PID    Reference Object                     Distance      Geod. Az  |
 DU0864|                                                           dddmmss.s |
 DU0864| DU0863 NOLE AZ MK                                         0021032.4 |
 DU0864| DU0866 NOLE RM 1                            11.454 METERS 09048     |
 DU0864| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 1.3 KM 1714328.2 |
 DU0864| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.0 KM 1743313.0 |
 DU0864| DU0865 NOLE RM 2                            11.135 METERS 18009     |
 DU0864| DU1413 BERT                                392.285 METERS 27048     |
 DU0864| DU0859 BERT 3                              383.492 METERS 27048     |
 DU0864|---------------------------------------------------------------------|
 DU0864
 DU0864                          SUPERSEDED SURVEY CONTROL
 DU0864
 DU0864  NAD 83(1986)-  33 27 33.26207(N)    111 58 58.21187(W) AD(       ) 2
 DU0864  NAD 27      -  33 27 33.10340(N)    111 58 55.68400(W) AD(       ) 2
 DU0864  NGVD 29 (??/??/92)  358.352  (m)         1175.69   (f) ADJ UNCH    2 0
 DU0864
 DU0864.Superseded values are not recommended for survey control.
 DU0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0864.See file dsdata.txt to determine how the superseded data were derived.
 DU0864
 DU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0866402632(NAD 83)
 DU0864_MARKER: DE = TRAVERSE STATION DISK
 DU0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0864_STAMPING: NOLE 1963
 DU0864_MARK LOGO: CGS   
 DU0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0864+STABILITY: SURFACE MOTION
 DU0864
 DU0864  HISTORY     - Date     Condition        Report By
 DU0864  HISTORY     - 1963     MONUMENTED       CGS
 DU0864  HISTORY     - 1963     GOOD             CGS
 DU0864  HISTORY     - 1970     GOOD             NGS
 DU0864  HISTORY     - 1970     GOOD             NGS
 DU0864  HISTORY     - 1971     GOOD             NGS
 DU0864  HISTORY     - 1979     GOOD             AZDT
 DU0864  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU0864
 DU0864                          STATION DESCRIPTION
 DU0864
 DU0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0864'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF THE
 DU0864'CENTER OF PHOENIX, 1/2 MILE SOUTH OF EAST MC DOWELL ROAD, ON
 DU0864'THE WEST RIGHT-OF-WAY OF NORTH 46TH STREET, AND AT THE SOUTH
 DU0864'EDGE OF THE LONE PALM TRAILER PARK.
 DU0864'
 DU0864'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0864'ROAD AND NORTH 46TH STREET, GO SOUTH ON NORTH 46TH STREET
 DU0864'FOR 0.15 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED,
 DU0864'CONTINUE SOUTH ON NORTH 46TH STREET FOR 0.3 MILE TO STATION ON
 DU0864'RIGHT AS DESCRIBED.
 DU0864'
 DU0864'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0864'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DU0864'NOLE 1963.  THE MARK IS 20 FEET WEST OF THE CENTER OF NORTH
 DU0864'46TH STREET, 19 FEET SOUTH OF THE CENTER OF A DRIVE, 6 FEET
 DU0864'SOUTH-SOUTHEAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE, AND
 DU0864'1.4 FEET SOUTHEAST OF A WITNESS POST.
 DU0864'
 DU0864'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DU0864'OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND
 DU0864'IS STAMPED NOLE NO 1 1963.  THE MARK IS 51 FEET NORTH OF A
 DU0864'POWER POLE, 39.7 FEET EAST OF A WITNESS POST, AND 17 FEET EAST
 DU0864'OF THE CENTER OF NORTH 46TH STREET.
 DU0864'
 DU0864'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DU0864'OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND IS STAMPED
 DU0864'NOLE NO 2 1963.  THE MARK IS 42 FEET WEST OF A POWER POLE,
 DU0864'39.5 FEET SOUTH OF A WITNESS POST, 20 FEET WEST OF THE CENTER
 DU0864'OF NORTH 46TH STREET, AND 2.5 FEET EAST OF A FENCE.
 DU0864'
 DU0864'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DU0864'THE SOUTHWEST CORNER OF THE HEADWALL OF THE WEST GATE OF AN
 DU0864'UNDERGROUND IRRIGATION DUCT AND IS STAMPED NOLE 1963.  THE
 DU0864'MARK IS 32 FEET WEST OF THE CENTER OF NORTH 46TH STREET, 16 FEET
 DU0864'WEST OF A WATER HYDRANT, AND 5 FEET SOUTHEAST OF A FENCE
 DU0864'CORNER.
 DU0864
 DU0864                          STATION RECOVERY (1963)
 DU0864
 DU0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0864'IN PHOENIX.
 DU0864'0.45 MILE SOUTH ALONG NORTH 46TH STREET FROM THE INTERSECTION OF NORTH
 DU0864'46TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, ABOUT
 DU0864'75 YARDS SOUTH OF THE ENTRANCE TO LONE PALM TRAILER PARK, 20 FEET WEST
 DU0864'OF THE CENTER OF NORTH 46TH STREET, 19 FEET SOUTH OF THE CENTER OF A
 DU0864'PRIVATE DRIVE, 1.5 FEET EAST OF A FENCE, 5.9 FEET SOUTHEAST OF A FENCE
 DU0864'CORNER, 3.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 0.5 FOOT
 DU0864'ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST
 DU0864'PROJECTING 2 INCHES.  NOTE-- BM 1 IS 37.5 FEET EAST OF TRAVERSE
 DU0864'STATION NOLE, 17 FEET EAST OF THE CENTER OF THE STREET, 3 FEET WEST OF
 DU0864'THE WEST EDGE OF A CANAL, 39.5 FEET EAST-SOUTHEAST OF A METAL WITNESS
 DU0864'POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED NOLE NO 1 1963,
 DU0864'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. BM 2 IS 36.5 FEET
 DU0864'SOUTH OF TRAVERSE STATION NOLE, 19.5 FEET WEST OF THE CENTER OF THE
 DU0864'STREET, 2.3 FEET EAST OF A FENCE, 39.5 FEET SOUTH OF A METAL WITNESS
 DU0864'POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED NOLE NO 2 1963,
 DU0864'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0864
 DU0864                          STATION RECOVERY (1970)
 DU0864
 DU0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0864'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DU0864'ROUTE TO THE STATION IS ADEQUATE.
 DU0864'
 DU0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 DU0864'NORTHEAST OF PHOENIX
 DU0864
 DU0864                          STATION RECOVERY (1970)
 DU0864
 DU0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0864'RECOVERED IN GOOD CONDITION.
 DU0864
 DU0864                          STATION RECOVERY (1971)
 DU0864
 DU0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LWW)
 DU0864'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DU0864'CONDITION.
 DU0864'
 DU0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX
 DU0864
 DU0864                          STATION RECOVERY (1979)
 DU0864
 DU0864'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0864'RECOVERED IN GOOD CONDITION.
 DU0864
 DU0864                          STATION RECOVERY (2008)
 DU0864
 DU0864'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0864'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0864'MARK. NORTH 46TH STREET NO LONGER EXISTS AT THE DESCRIBED LOCATION.
 DU0864'THERE IS NOW A LARGE LANDSCAPED BERM UNDER THE TRANSITION RAMP FROM
 DU0864'EASTBOUND SR202 TO NORTHBOUND SR143. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0863 ***********************************************************************
 DU0863  DESIGNATION -  NOLE AZ MK
 DU0863  PID         -  DU0863
 DU0863  STATE/COUNTY-  AZ/MARICOPA
 DU0863  USGS QUAD   -  TEMPE (1982)
 DU0863
 DU0863                         *CURRENT SURVEY CONTROL
 DU0863  ___________________________________________________________________
 DU0863* NAD 83(1986)-  33 27 53.     (N)    111 59 02.     (W)     SCALED    
 DU0863* NAVD 88     -       361.775  (meters)    1186.92   (feet)  ADJUSTED  
 DU0863  ___________________________________________________________________
 DU0863  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0863  DYNAMIC HT  -         361.356 (meters)    1185.55  (feet)  COMP
 DU0863  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 DU0863
 DU0863  VERT ORDER  -  SECOND    CLASS 0
 DU0863
 DU0863.The horizontal coordinates were scaled from a topographic map and have
 DU0863.an estimated accuracy of +/- 6 seconds.
 DU0863
 DU0863.The orthometric height was determined by differential leveling
 DU0863.and adjusted in November 1993.
 DU0863
 DU0863.The geoid height was determined by GEOID03.
 DU0863
 DU0863.The dynamic height is computed by dividing the NAVD 88
 DU0863.geopotential number by the normal gravity value computed on the
 DU0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0863.degrees latitude (g = 980.6199 gals.).
 DU0863
 DU0863.The modeled gravity was interpolated from observed gravity values.
 DU0863
 DU0863;                    North         East    Units  Estimated Accuracy
 DU0863;SPC AZ C     -   273,290.      207,110.      MT  (+/- 180 meters Scaled)
 DU0863
 DU0863                          SUPERSEDED SURVEY CONTROL
 DU0863
 DU0863  NGVD 29 (??/??/92)  361.110  (m)         1184.74   (f) ADJ UNCH    2 0
 DU0863
 DU0863.Superseded values are not recommended for survey control.
 DU0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0863.See file dsdata.txt to determine how the superseded data were derived.
 DU0863
 DU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC085032(NAD 83)
 DU0863_MARKER: DZ = AZIMUTH MARK DISK
 DU0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0863_SP_SET: IRRIGATION BOX
 DU0863_STAMPING: NOLE 1963
 DU0863_MARK LOGO: CGS   
 DU0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0863
 DU0863  HISTORY     - Date     Condition        Report By
 DU0863  HISTORY     - 1963     MONUMENTED       CGS
 DU0863  HISTORY     - 1970     GOOD             NGS
 DU0863  HISTORY     - 1979     GOOD             AZDT
 DU0863  HISTORY     - 20080516 MARK NOT FOUND   GEOCAC
 DU0863
 DU0863                          STATION DESCRIPTION
 DU0863
 DU0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0863'IN PHOENIX.
 DU0863'0.15 MILE SOUTH ALONG NORTH 46TH STREET FROM THE INTERSECTION OF NORTH
 DU0863'46TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, ABOUT
 DU0863'0.3 MILE NORTH OF TRAVERSE STATION NOLE, SET IN TOP OF THE SOUTHWEST
 DU0863'CORNER OF A CONCRETE IRRIGATION BOX, 30 FEET WEST OF THE CENTER OF THE
 DU0863'STREET, 15 FEET WEST OF A FIRE HYDRANT, 5 FEET SOUTHEAST OF A FENCE
 DU0863'CORNER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 DU0863
 DU0863                          STATION RECOVERY (1970)
 DU0863
 DU0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0863'RECOVERED IN GOOD CONDITION.
 DU0863
 DU0863                          STATION RECOVERY (1979)
 DU0863
 DU0863'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0863'RECOVERED IN GOOD CONDITION.
 DU0863
 DU0863                          STATION RECOVERY (2008)
 DU0863
 DU0863'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0863'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0863'MARK. WHILE IT APPEARS THE NORTH END OF THE SR143 HAS BEEN BUILT OVER
 DU0863'THE ORIGINAL ALIGNMENT OF 46TH STREET AT THE DESCRIBED LOCATION, THERE
 DU0863'IS A STREET IN THE AREA NAMED 46TH STREET. NONE OF THE IRRIGATION
 DU0863'CONTROL STRUCTURES ALONG THAT STREET HAD A CGS DISK ON THEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0866 ***********************************************************************
 DU0866  DESIGNATION -  NOLE RM 1
 DU0866  PID         -  DU0866
 DU0866  STATE/COUNTY-  AZ/MARICOPA
 DU0866  USGS QUAD   -  TEMPE (1982)
 DU0866
 DU0866                         *CURRENT SURVEY CONTROL
 DU0866  ___________________________________________________________________
 DU0866* NAD 83(1986)-  33 27 33.     (N)    111 58 58.     (W)     SCALED    
 DU0866* NAVD 88     -       358.984  (meters)    1177.77   (feet)  ADJUSTED  
 DU0866  ___________________________________________________________________
 DU0866  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0866  DYNAMIC HT  -         358.569 (meters)    1176.41  (feet)  COMP
 DU0866  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DU0866
 DU0866  VERT ORDER  -  SECOND    CLASS 0
 DU0866
 DU0866.The horizontal coordinates were scaled from a topographic map and have
 DU0866.an estimated accuracy of +/- 6 seconds.
 DU0866
 DU0866.The orthometric height was determined by differential leveling
 DU0866.and adjusted in November 1993.
 DU0866
 DU0866.The geoid height was determined by GEOID03.
 DU0866
 DU0866.The dynamic height is computed by dividing the NAVD 88
 DU0866.geopotential number by the normal gravity value computed on the
 DU0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0866.degrees latitude (g = 980.6199 gals.).
 DU0866
 DU0866.The modeled gravity was interpolated from observed gravity values.
 DU0866
 DU0866;                    North         East    Units  Estimated Accuracy
 DU0866;SPC AZ C     -   272,670.      207,220.      MT  (+/- 180 meters Scaled)
 DU0866
 DU0866                          SUPERSEDED SURVEY CONTROL
 DU0866
 DU0866  NGVD 29 (??/??/92)  358.323  (m)         1175.60   (f) ADJ UNCH    2 0
 DU0866
 DU0866.Superseded values are not recommended for survey control.
 DU0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0866.See file dsdata.txt to determine how the superseded data were derived.
 DU0866
 DU0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC086026(NAD 83)
 DU0866_MARKER: DR = REFERENCE MARK DISK
 DU0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0866_STAMPING: NOLE NO 1 1963
 DU0866_MARK LOGO: CGS   
 DU0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0866+STABILITY: SURFACE MOTION
 DU0866
 DU0866  HISTORY     - Date     Condition        Report By
 DU0866  HISTORY     - 1963     MONUMENTED       CGS
 DU0866  HISTORY     - 1970     GOOD             NGS
 DU0866  HISTORY     - 1979     GOOD             AZDT
 DU0866  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU0866
 DU0866                          STATION DESCRIPTION
 DU0866
 DU0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0866'IN PHOENIX.
 DU0866'0.45 MILE SOUTH ALONG NORTH 46TH STREET FROM THE INTERSECTION OF NORTH
 DU0866'46TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, 37.5
 DU0866'FEET EAST OF TRAVERSE STATION NOLE, 17 FEET EAST OF THE CENTER OF THE
 DU0866'STREET, 3 FEET WEST OF THE WEST EDGE OF A CANAL, 39.5 FEET
 DU0866'EAST-SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU0866'POST PROJECTING 2 INCHES.
 DU0866
 DU0866                          STATION RECOVERY (1970)
 DU0866
 DU0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0866'RECOVERED IN GOOD CONDITION.
 DU0866
 DU0866                          STATION RECOVERY (1979)
 DU0866
 DU0866'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0866'RECOVERED IN GOOD CONDITION.
 DU0866
 DU0866                          STATION RECOVERY (2008)
 DU0866
 DU0866'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0866'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0866'MARK. NORTH 46TH STREET NO LONGER EXISTS AT THE DESCRIBED LOCATION.
 DU0866'THERE IS NOW A LARGE LANDSCAPED BERM UNDER THE TRANSITION RAMP FROM
 DU0866'EASTBOUND SR202 TO NORTHBOUND SR143. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0865 ***********************************************************************
 DU0865  DESIGNATION -  NOLE RM 2
 DU0865  PID         -  DU0865
 DU0865  STATE/COUNTY-  AZ/MARICOPA
 DU0865  USGS QUAD   -  TEMPE (1982)
 DU0865
 DU0865                         *CURRENT SURVEY CONTROL
 DU0865  ___________________________________________________________________
 DU0865* NAD 83(1986)-  33 27 33.     (N)    111 58 58.     (W)     SCALED    
 DU0865* NAVD 88     -       359.005  (meters)    1177.84   (feet)  ADJUSTED  
 DU0865  ___________________________________________________________________
 DU0865  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0865  DYNAMIC HT  -         358.590 (meters)    1176.47  (feet)  COMP
 DU0865  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DU0865
 DU0865  VERT ORDER  -  SECOND    CLASS 0
 DU0865
 DU0865.The horizontal coordinates were scaled from a topographic map and have
 DU0865.an estimated accuracy of +/- 6 seconds.
 DU0865
 DU0865.The orthometric height was determined by differential leveling
 DU0865.and adjusted in November 1993.
 DU0865
 DU0865.The geoid height was determined by GEOID03.
 DU0865
 DU0865.The dynamic height is computed by dividing the NAVD 88
 DU0865.geopotential number by the normal gravity value computed on the
 DU0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0865.degrees latitude (g = 980.6199 gals.).
 DU0865
 DU0865.The modeled gravity was interpolated from observed gravity values.
 DU0865
 DU0865;                    North         East    Units  Estimated Accuracy
 DU0865;SPC AZ C     -   272,670.      207,220.      MT  (+/- 180 meters Scaled)
 DU0865
 DU0865                          SUPERSEDED SURVEY CONTROL
 DU0865
 DU0865  NGVD 29 (??/??/92)  358.331  (m)         1175.62   (f) ADJ UNCH    2 0
 DU0865
 DU0865.Superseded values are not recommended for survey control.
 DU0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0865.See file dsdata.txt to determine how the superseded data were derived.
 DU0865
 DU0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC086026(NAD 83)
 DU0865_MARKER: DR = REFERENCE MARK DISK
 DU0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0865_STAMPING: NOLE NO 2 1963
 DU0865_MARK LOGO: CGS   
 DU0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0865+STABILITY: SURFACE MOTION
 DU0865
 DU0865  HISTORY     - Date     Condition        Report By
 DU0865  HISTORY     - 1963     MONUMENTED       CGS
 DU0865  HISTORY     - 1970     GOOD             NGS
 DU0865  HISTORY     - 1979     GOOD             AZDT
 DU0865  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU0865
 DU0865                          STATION DESCRIPTION
 DU0865
 DU0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0865'IN PHOENIX.
 DU0865'0.45 MILE SOUTH ALONG NORTH 46TH STREET FROM THE INTERSECTION OF NORTH
 DU0865'46TH STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, 36.5
 DU0865'FEET SOUTH OF TRAVERSE STATION NOLE, 19.5 FEET WEST OF THE CENTER OF
 DU0865'THE STREET, 2.3 FEET EAST OF A FENCE, 39.5 FEET SOUTH OF A METAL
 DU0865'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0865
 DU0865                          STATION RECOVERY (1970)
 DU0865
 DU0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0865'RECOVERED IN GOOD CONDITION.
 DU0865
 DU0865                          STATION RECOVERY (1979)
 DU0865
 DU0865'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0865'RECOVERED IN GOOD CONDITION.
 DU0865
 DU0865                          STATION RECOVERY (2008)
 DU0865
 DU0865'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0865'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0865'MARK. NORTH 46TH STREET NO LONGER EXISTS AT THE DESCRIBED LOCATION.
 DU0865'THERE IS NOW A LARGE LANDSCAPED BERM UNDER THE TRANSITION RAMP FROM
 DU0865'EASTBOUND SR202 TO NORTHBOUND SR143. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1471 ***********************************************************************
 DA1471  DESIGNATION -  NOLIA
 DA1471  PID         -  DA1471
 DA1471  STATE/COUNTY-  AZ/PIMA
 DA1471  USGS QUAD   -  VAINOM KUG (1990)
 DA1471
 DA1471                         *CURRENT SURVEY CONTROL
 DA1471  ___________________________________________________________________
 DA1471* NAD 83(1992)-  32 01 42.67216(N)    112 00 27.70820(W)     ADJUSTED  
 DA1471* NAVD 88     -       662.5    (meters)    2174.     (feet)  VERTCON   
 DA1471  ___________________________________________________________________
 DA1471  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 DA1471  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DA1471  HORZ ORDER  -  SECOND
 DA1471
 DA1471.The horizontal coordinates were established by classical geodetic methods
 DA1471.and adjusted by the National Geodetic Survey in August 1993.
 DA1471
 DA1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1471
 DA1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1471
 DA1471.The geoid height was determined by GEOID03.
 DA1471
 DA1471;                    North         East     Units Scale Factor Converg.
 DA1471;SPC AZ C     -   114,032.833   204,761.806   MT  0.99990091   -0 02 53.8
 DA1471;SPC AZ C     -   374,123.47    671,790.70   iFT  0.99990091   -0 02 53.8
 DA1471;UTM  12      - 3,544,040.737   404,844.970   MT  0.99971166   -0 32 04.1
 DA1471
 DA1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1471!SPC AZ C     -   0.99990083  x   0.99990091  =   0.99980175
 DA1471!UTM  12      -   0.99990083  x   0.99971166  =   0.99961252
 DA1471
 DA1471:                Primary Azimuth Mark                     Grid Az
 DA1471:SPC AZ C     -  WICK                                     144 55 31.3
 DA1471:UTM  12      -  WICK                                     145 24 41.6
 DA1471
 DA1471|---------------------------------------------------------------------|
 DA1471| PID    Reference Object                     Distance      Geod. Az  |
 DA1471|                                                           dddmmss.s |
 DA1471| CG1151 WICK                                APPROX. 5.9 KM 1445237.5 |
 DA1471| CH5994 NOLIA RM 1                           10.350 METERS 14706     |
 DA1471| CH5995 NOLIA RM 2                            9.128 METERS 32427     |
 DA1471|---------------------------------------------------------------------|
 DA1471
 DA1471                          SUPERSEDED SURVEY CONTROL
 DA1471
 DA1471  NAD 83(1986)-  32 01 42.66554(N)    112 00 27.70858(W) AD(       ) 2
 DA1471  NAD 27      -  32 01 42.40462(N)    112 00 25.25185(W) AD(       ) 2
 DA1471  NGVD 29 (07/19/86)  661.8    (m)         2171.     (f) VERT ANG    3  
 DA1471
 DA1471.Superseded values are not recommended for survey control.
 DA1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1471.See file dsdata.txt to determine how the superseded data were derived.
 DA1471
 DA1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0484544041(NAD 83)
 DA1471_MARKER: DD = SURVEY DISK
 DA1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1471
 DA1471  HISTORY     - Date     Condition        Report By
 DA1471  HISTORY     - 1979     MONUMENTED       AZDT
 DA1471  HISTORY     - 19990106 GOOD             USPSQD
 DA1471
 DA1471                          STATION DESCRIPTION
 DA1471
 DA1471'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1471'THE STATION IS LOCATED 10 1/2 MILES WEST OF SELLS ALONG THE NORTH SIDE
 DA1471'OF ARIZONA HIGHWAY 86.
 DA1471'
 DA1471'THE STATION MARK IS AN ADOT STATION DISK STAMPED NOLIA 1979.  IT IS
 DA1471'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 DA1471'INCHES AND IS 3 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCELINE.
 DA1471'
 DA1471'REFERENCE MARK 1 IS AN ADOT DISK STAMPED NOLIA RM 1 1979.  IT IS SET
 DA1471'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 DA1471'IT IS SET ABOUT 3 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCELINE.
 DA1471'
 DA1471'REFERENCE MARK 2 IS AN ADOT DISK STAMPED NOLIA RM 2 1979.  IT IS SET
 DA1471'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 DA1471'IT IS SET ABOUT 3 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCELINE.
 DA1471'
 DA1471'TO REACH THE STATION FROM SELLS GO WEST ALONG ARIZONA HIGHWAY 86 FOR
 DA1471'10.6 MILES TO MILE POST 103.2 AND THE STATION ON THE RIGHT.
 DA1471
 DA1471                          STATION RECOVERY (1999)
 DA1471
 DA1471'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0995 ***********************************************************************
 FR0995  DESIGNATION -  NOMAN
 FR0995  PID         -  FR0995
 FR0995  STATE/COUNTY-  AZ/MOHAVE
 FR0995  USGS QUAD   -  HORSE FLAT (1968)
 FR0995
 FR0995                         *CURRENT SURVEY CONTROL
 FR0995  ___________________________________________________________________
 FR0995* NAD 83(1992)-  35 51 35.30996(N)    113 45 08.23799(W)     ADJUSTED  
 FR0995* NAVD 88     -      1481.8    (meters)    4862.     (feet)  VERTCON   
 FR0995  ___________________________________________________________________
 FR0995  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 FR0995  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FR0995  HORZ ORDER  -  THIRD
 FR0995
 FR0995.The horizontal coordinates were established by classical geodetic methods
 FR0995.and adjusted by the National Geodetic Survey in August 1993.
 FR0995
 FR0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0995
 FR0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0995
 FR0995.The geoid height was determined by GEOID03.
 FR0995
 FR0995;                    North         East     Units Scale Factor Converg.
 FR0995;SPC AZ W     -   538,977.069   213,153.325   MT  0.99993333   -0 00 04.8
 FR0995;SPC AZ W     - 1,768,297.47    699,321.93   iFT  0.99993333   -0 00 04.8
 FR0995;UTM  12      - 3,971,897.652   251,474.270   MT  1.00036115   -1 36 47.3
 FR0995
 FR0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0995!SPC AZ W     -   0.99977159  x   0.99993333  =   0.99970493
 FR0995!UTM  12      -   0.99977159  x   1.00036115  =   1.00013266
 FR0995
 FR0995:                Primary Azimuth Mark                     Grid Az
 FR0995:SPC AZ W     -  NOMAN AZ MK                              055 16 54.7
 FR0995:UTM  12      -  NOMAN AZ MK                              056 53 37.2
 FR0995
 FR0995|---------------------------------------------------------------------|
 FR0995| PID    Reference Object                     Distance      Geod. Az  |
 FR0995|                                                           dddmmss.s |
 FR0995| CH3809 NOMAN AZ MK                                        0551649.9 |
 FR0995| CH3810 NOMAN RM 1                            7.291 METERS 08639     |
 FR0995| CH3811 NOMAN RM 2                           10.339 METERS 34538     |
 FR0995|---------------------------------------------------------------------|
 FR0995
 FR0995                          SUPERSEDED SURVEY CONTROL
 FR0995
 FR0995  NAD 83(1986)-  35 51 35.30241(N)    113 45 08.23653(W) AD(       ) 3
 FR0995  NAD 27      -  35 51 35.33900(N)    113 45 05.42600(W) AD(       ) 3
 FR0995  NGVD 29 (07/19/86) 1481.0    (m)         4859.     (f) VERT ANG    3  
 FR0995
 FR0995.Superseded values are not recommended for survey control.
 FR0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0995.See file dsdata.txt to determine how the superseded data were derived.
 FR0995
 FR0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5147471898(NAD 83)
 FR0995_MARKER: DS = TRIANGULATION STATION DISK
 FR0995_SETTING: 66 = SET IN ROCK OUTCROP
 FR0995
 FR0995  HISTORY     - Date     Condition        Report By
 FR0995  HISTORY     - 1936     MONUMENTED       CGS
 FR0995  HISTORY     - 1955     GOOD             CGS
 FR0995
 FR0995                          STATION DESCRIPTION
 FR0995
 FR0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0995'STATION IS LOCATED ON A LOCAL RISE OF A HIGH BRUSHY RIDGE OR
 FR0995'MESA, 3 MILES SOUTHWEST OF THE COLORADO RIVER, BETWEEN TWO
 FR0995'BOX CANYONS, EACH ABOUT 2,500 FEET DEEP.  THE MESA IS ABOUT
 FR0995'1/2 MILE WIDE AT THE STATION.  THE CANYON 1/2 MILE SOUTHEAST
 FR0995'IS PROBABLY LOST CREEK.  THE STATION, SET INTO A DRILL HOLE IN ROCK
 FR0995'OUTCROP AND SURROUNDED BY A CHISELED TRIANGLE, LIES ON THE CREST
 FR0995'OF THE MESA 85 YARDS SOUTHEAST OF THE CANYON RIM.  THERE
 FR0995'ARE TWO PROMINENT SPIRES IN THE NEAR CANYON, NEARLY AS HIGH AS
 FR0995'THE WALLS, THE LEFT SPIRE BEARING 246 DEGREES MAGNETIC,
 FR0995'ABOUT 1-1/2 MILES.  THE CREST RISES A FEW FEET HIGHER 1/4
 FR0995'MILE NORTHEAST OF THE STATION AT A CURVE TO THE LEFT IN THE
 FR0995'CANYON WALL.  THERE IS A LONE BUSHY PINON ABOUT 100 YARDS
 FR0995'SOUTH, 155 DEGREES MAGNETIC FROM STATION.  THE LONE PINON
 FR0995'HAS TWO SMALL TRIANGLES CUT ON IT.  REFERENCE MARKS ARE
 FR0995'SET INTO A DRILL HOLE IN ROCK OUTCROP.  AZIMUTH MARK, IS
 FR0995'SET INTO A DRILL HOLE IN ROCK OUTCROP ON A SLIGHTLY HIGHER POINT 1/4
 FR0995'MILE NORTHEAST ALONG RIM.  IT IS ABOUT 15 FEET FROM EDGE OF RIM.
 FR0995'
 FR0995'REACHED FROM THE POST OFFICE AND PEACH SPRINGS TRADING CO. IN
 FR0995'PEACH SPRINGS BY GOING WEST ON U.S. HIGHWAY 66 FOR 1.9 MILES
 FR0995'TO A FORK, THEN LEAVE U.S. HIGHWAY 66, TAKE RIGHT FORK, GO
 FR0995'THROUGH CATTLE GUARD AND FOLLOW A GRADED ROAD WESTERLY FOR
 FR0995'0.8 MILE TO FORK, THEN RIGHT FORK NORTHWESTERLY ON GRADED
 FR0995'ROAD FOR 6.5 MILES TO CATTLE GUARD, CONTINUE NORTHWESTERLY
 FR0995'ON GRADED ROAD FOR 5.4 MILES TO ANOTHER CATTLE GUARD, CONTINUE
 FR0995'NORTHWESTERLY ON GRADED ROAD FOR 6.8 MILES TO ANOTHER CATTLE
 FR0995'GUARD AND SHACK 100 YARDS ON THE RIGHT, CONTINUE NORTHERLY
 FR0995'ON MAIN-TRAVELED ROAD FOR 1.2 MILES TO A GRADED ROAD TO
 FR0995'RIGHT IN BOTTOM OF DRAW, CONTINUE ON MAIN GRADED ROAD
 FR0995'NORTHERLY FOR 4.2 MILES TO FORK, CONTINUE ON GRADED LEFT
 FR0995'FORK NORTHERLY FOR 1.4 MILES TO BOARD GATE, GO THROUGH GATE
 FR0995'AND CONTINUE 0.5 MILE TO WIRE GATE, PASS THROUGH GATE
 FR0995'AND CONTINUE ON GRADED ROAD FOR 6.4 MILES TO TOP OF
 FR0995'DIVIDE, THEN CONTINUE ON GRADED ROAD FOR 2.3 MILES TO
 FR0995'END OF CONSTRUCTION AT SUMMIT OF RIDGE, CONTINUE NORTHERLY
 FR0995'ON PLAIN TRACK ROAD FOR 0.15 MILE TO FORK, TAKE RIGHT
 FR0995'FORK NORTHERLY FOR 1.05 MILES TO FLATS.  THERE IS A
 FR0995'LARGE CEDAR TREE WITH THREE BLAZES ON THE LEFT SIDE OF
 FR0995'ROAD.  LEAVE ROAD HERE, TURN RIGHT AND DRIVE ACROSS COUNTRY
 FR0995'DOWN BROAD GRASSY DRAW, KEEPING TO THE RIGHT SIDE OF DRAW,
 FR0995'IN A GENERAL NORTHEAST DIRECTION FOR 3.7 MILES TO END OF
 FR0995'TRUCK TRAVEL.  AT END OF TRUCK TRAVEL THERE ARE THREE BLAZES
 FR0995'ON THE LIMB OF A LARGE CEDAR AT THE SOUTH EDGE OF
 FR0995'STREAM BED.  FROM END OF TRUCK TRAVEL THE STATION LIES ABOUT
 FR0995'4 MILES TO THE NORTHEAST.  PACK TOWARDS SADDLE ABOUT 1/4 MILE
 FR0995'THAT BEARS 23 DEGREES MAGNETIC, THEN HEAD STRAIGHT AHEAD
 FR0995'KEEPING TO THE LEFT HEADING A DRAW AND ALONG THE SOUTH SIDE
 FR0995'OF RIDGE UNTIL REACHING CANYON RIM.  THEN HEAD NORTHEASTERLY
 FR0995'ACROSS MESA KEEPING TO THE HIGHEST GROUND FOR ABOUT 3 MILES
 FR0995'TO STATION.  THE HIGH GROUND FIRST HEADS TOWARDS THE RIGHT-HAND
 FR0995'CANYON RIM, THEN LEFT TOWARDS THE LEFT CANYON RIM.  A 1-1/2
 FR0995'HOURS PACK.  IT IS A SLIGHTLY DOWNHILL PACK FROM THE SADDLE
 FR0995'1/4 MILE FROM END OF TRUCK TRAVEL TO THE STATION.
 FR0995
 FR0995                          STATION RECOVERY (1955)
 FR0995
 FR0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0995'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FR0995'IN GOOD CONDITION.  THE DIRECTIONS FOR REACHING THE STATION
 FR0995'ARE GOOD, EXCEPT THAT THE BLAZED TREES NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5776 ***********************************************************************
 DH5776  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5776  DESIGNATION -  NOONAN
 DH5776  PID         -  DH5776
 DH5776  STATE/COUNTY-  AZ/COCHISE
 DH5776  USGS QUAD   -  COCHISE STRONGHOLD (1985)
 DH5776
 DH5776                         *CURRENT SURVEY CONTROL
 DH5776  ___________________________________________________________________
 DH5776* NAD 83(2007)-  31 54 19.08061(N)    109 54 54.76978(W)     ADJUSTED  
 DH5776* NAVD 88     -      1458.21   (meters)    4784.1    (feet)  GPS OBS   
 DH5776  ___________________________________________________________________
 DH5776  EPOCH DATE  -        2007.00
 DH5776  X           -  -1,846,493.144 (meters)                     COMP
 DH5776  Y           -  -5,096,652.189 (meters)                     COMP
 DH5776  Z           -   3,352,277.863 (meters)                     COMP
 DH5776  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DH5776  ELLIP HEIGHT-        1430.943 (meters)          (02/10/07) ADJUSTED
 DH5776  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH5776
 DH5776  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5776  Type    PID    Designation                      North   East  Ellip
 DH5776  -------------------------------------------------------------------
 DH5776  NETWORK DH5776 NOONAN                            0.84   0.65   2.35
 DH5776  -------------------------------------------------------------------
 DH5776
 DH5776.The horizontal coordinates were established by GPS observations
 DH5776.and adjusted by the National Geodetic Survey in February 2007.
 DH5776
 DH5776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5776.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5776.The horizontal coordinates are valid at the epoch date displayed above.
 DH5776.The epoch date for horizontal control is a decimal equivalence
 DH5776.of Year/Month/Day.
 DH5776
 DH5776.The orthometric height was determined by GPS observations and a
 DH5776.high-resolution geoid model.
 DH5776.The orthometric height was determined by GPS observations and a
 DH5776.high-resolution geoid model using precise GPS observation and
 DH5776.processing techniques.
 DH5776
 DH5776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5776
 DH5776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5776
 DH5776.The ellipsoidal height was determined by GPS observations
 DH5776.and is referenced to NAD 83.
 DH5776
 DH5776.The geoid height was determined by GEOID03.
 DH5776
 DH5776;                    North         East     Units Scale Factor Converg.
 DH5776;SPC AZ E     -   100,394.771   237,142.613   MT  0.99990697   +0 07 58.4
 DH5776;SPC AZ E     -   329,379.17    778,026.95   iFT  0.99990697   +0 07 58.4
 DH5776;UTM  12      - 3,530,452.238   602,571.751   MT  0.99972975   +0 34 24.2
 DH5776
 DH5776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5776!SPC AZ E     -   0.99977536  x   0.99990697  =   0.99968236
 DH5776!UTM  12      -   0.99977536  x   0.99972975  =   0.99950518
 DH5776
 DH5776                          SUPERSEDED SURVEY CONTROL
 DH5776
 DH5776  NAD 83(1992)-  31 54 19.08028(N)    109 54 54.76881(W) AD(       ) B
 DH5776  ELLIP H (08/22/05) 1430.964  (m)                       GP(       ) 4 2
 DH5776
 DH5776.Superseded values are not recommended for survey control.
 DH5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5776.See file dsdata.txt to determine how the superseded data were derived.
 DH5776
 DH5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0257230452(NAD 83)
 DH5776_MARKER: DD = SURVEY DISK
 DH5776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5776_STAMPING: NOONAN 2004
 DH5776_MARK LOGO: AZ-003
 DH5776_PROJECTION: FLUSH
 DH5776_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5776+STABILITY: SURFACE MOTION
 DH5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5776+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5776
 DH5776  HISTORY     - Date     Condition        Report By
 DH5776  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5776
 DH5776                          STATION DESCRIPTION
 DH5776
 DH5776'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5776'FROM EXIT 340 TRAVEL WEST ON INTERSTATE 10 FOR APPROX 8.7 MILES TO
 DH5776'EXIT 331. TAKE EXIT 331 AND GO SOUTH ON HIGHWAY 191 FOR 21.7 MILES TO
 DH5776'PEARCE RD., GO WEST FOR APPROX. 6.0 MILES WHERE PEARCE RD. DEAD ENDS
 DH5776'AT THE FOREST SERVICE BOUNDARY LINE. THE STATION IS LOCATED APPROX. 10
 DH5776'FEET WEST OF THE FOREST SERVICE BOUNDARY FENCE LINE THAT RUNS
 DH5776'NORTH-SOUTH.
 DH5776' 
 DH5776'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5776'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5776'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0533 ***********************************************************************
 GP0533  DESIGNATION -  NOR
 GP0533  PID         -  GP0533
 GP0533  STATE/COUNTY-  AZ/COCONINO
 GP0533  USGS QUAD   -  NORTH CANYON POINT (1985)
 GP0533
 GP0533                         *CURRENT SURVEY CONTROL
 GP0533  ___________________________________________________________________
 GP0533* NAD 83(1992)-  36 34 38.41928(N)    111 50 52.48625(W)     ADJUSTED  
 GP0533* NAVD 88     -      1571.0    (meters)    5154.     (feet)  VERTCON   
 GP0533  ___________________________________________________________________
 GP0533  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GP0533  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0533  HORZ ORDER  -  THIRD
 GP0533
 GP0533.The horizontal coordinates were established by classical geodetic methods
 GP0533.and adjusted by the National Geodetic Survey in August 1993.
 GP0533
 GP0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0533
 GP0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0533
 GP0533.The geoid height was determined by GEOID03.
 GP0533
 GP0533;                    North         East     Units Scale Factor Converg.
 GP0533;SPC AZ C     -   618,572.704   219,512.984   MT  0.99990047   +0 02 27.5
 GP0533;SPC AZ C     - 2,029,438.01    720,186.96   iFT  0.99990047   +0 02 27.5
 GP0533;UTM  12      - 4,048,321.359   424,139.716   MT  0.99967090   -0 30 19.1
 GP0533
 GP0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0533!SPC AZ C     -   0.99975710  x   0.99990047  =   0.99965759
 GP0533!UTM  12      -   0.99975710  x   0.99967090  =   0.99942808
 GP0533
 GP0533:                Primary Azimuth Mark                     Grid Az
 GP0533:SPC AZ C     -  CANE                                     238 17 47.5
 GP0533:UTM  12      -  CANE                                     238 50 34.1
 GP0533
 GP0533|---------------------------------------------------------------------|
 GP0533| PID    Reference Object                     Distance      Geod. Az  |
 GP0533|                                                           dddmmss.s |
 GP0533| GP0623 CANE                                APPROX.10.0 KM 2382015.0 |
 GP0533|---------------------------------------------------------------------|
 GP0533
 GP0533                          SUPERSEDED SURVEY CONTROL
 GP0533
 GP0533  NAD 83(1986)-  36 34 38.41664(N)    111 50 52.48209(W) AD(       ) 3
 GP0533  NGVD 29 (05/08/89) 1570.0    (m)         5151.     (f) VERT ANG    3  
 GP0533
 GP0533.Superseded values are not recommended for survey control.
 GP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0533.See file dsdata.txt to determine how the superseded data were derived.
 GP0533
 GP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2414048321(NAD 83)
 GP0533_MARKER: DD = SURVEY DISK
 GP0533_SETTING: 66 = SET IN ROCK OUTCROP
 GP0533_SP_SET: SET IN ROCK OUTCROP
 GP0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0533+STABILITY: POSITION/ELEVATION WELL
 GP0533
 GP0533  HISTORY     - Date     Condition        Report By
 GP0533  HISTORY     - 1953     MONUMENTED       USGS
 GP0533
 GP0533                          STATION DESCRIPTION
 GP0533
 GP0533'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0533'LOCATED ABOUT 20 MI SE. OF NAVAJO BRIDGE, 7.5 MI S. OF U.S. HWY.
 GP0533'89, 2 MI NW. OF COLORADO RIVER.  ON SMALL MESA.
 GP0533'
 GP0533'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GP0533'89, DRIVE 6.1 MI E. TO T-RD. S. WITH SIGN (BUFFALO RANCH 21 MI).
 GP0533'TURN RIGHT 11.5 MI TO RANCH HOUSE AND CORRALS, CONTINUE PAST
 GP0533'RANCH ABOUT 0.1 MI AND TURN LEFT ONTO TRACK RD.  GO 6.2 MI E. TO
 GP0533'CATTLE TANK TROUGH AND CORRAL, DRIVE CROSS-COUNTRY ABOUT 7 MI TO
 GP0533'STATION WHICH IS ON SMALL MESA ABOUT 1000 FT N. OF ROCKY DRAIN.
 GP0533'
 GP0533'STATION MARK--STANDARD TABLET STAMPED---NOR 1953---, CEMENTED IN
 GP0533'SOLID ROCK OUTCROP.
 GP0533'
 GP0533'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0862 ***********************************************************************
 CY0862  DESIGNATION -  NORM
 CY0862  PID         -  CY0862
 CY0862  STATE/COUNTY-  AZ/GREENLEE
 CY0862  USGS QUAD   -  HOT WELL (1986)
 CY0862
 CY0862                         *CURRENT SURVEY CONTROL
 CY0862  ___________________________________________________________________
 CY0862* NAD 83(1992)-  32 44 05.73495(N)    109 11 24.52155(W)     ADJUSTED  
 CY0862* NAVD 88     -      1321.1    (meters)    4334.     (feet)  VERTCON   
 CY0862  ___________________________________________________________________
 CY0862  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 CY0862  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CY0862  HORZ ORDER  -  SECOND
 CY0862
 CY0862.The horizontal coordinates were established by classical geodetic methods
 CY0862.and adjusted by the National Geodetic Survey in August 1993.
 CY0862
 CY0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0862
 CY0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0862
 CY0862.The geoid height was determined by GEOID03.
 CY0862
 CY0862;                    North         East     Units Scale Factor Converg.
 CY0862;SPC AZ E     -   192,779.041   304,883.711   MT  1.00000326   +0 31 41.1
 CY0862;SPC AZ E     -   632,477.17  1,000,274.64   iFT  1.00000326   +0 31 41.1
 CY0862;UTM  12      - 3,623,350.135   669,584.672   MT  0.99995463   +0 58 44.1
 CY0862
 CY0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0862!SPC AZ E     -   0.99979671  x   1.00000326  =   0.99979997
 CY0862!UTM  12      -   0.99979671  x   0.99995463  =   0.99975135
 CY0862
 CY0862|---------------------------------------------------------------------|
 CY0862| PID    Reference Object                     Distance      Geod. Az  |
 CY0862|                                                           dddmmss.s |
 CY0862| CY0873 NORM RM 1                             9.496 METERS 01732     |
 CY0862| CY0874 NORM RM 2                             9.279 METERS 13153     |
 CY0862| CY1109 ASH PEAK                            APPROX. 7.0 KM 2852842.7 |
 CY0862|---------------------------------------------------------------------|
 CY0862
 CY0862                          SUPERSEDED SURVEY CONTROL
 CY0862
 CY0862  NAD 83(1986)-  32 44 05.72942(N)    109 11 24.51985(W) AD(       ) 2
 CY0862  NGVD 29 (02/22/88) 1320.4    (m)         4332.     (f) VERT ANG    3  
 CY0862
 CY0862.Superseded values are not recommended for survey control.
 CY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0862.See file dsdata.txt to determine how the superseded data were derived.
 CY0862
 CY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6958523350(NAD 83)
 CY0862_MARKER: DS = TRIANGULATION STATION DISK
 CY0862_SETTING: 66 = SET IN ROCK OUTCROP
 CY0862_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0862+STABILITY: POSITION/ELEVATION WELL
 CY0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0862+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY0862
 CY0862  HISTORY     - Date     Condition        Report By
 CY0862  HISTORY     - 1983     MONUMENTED       AZDT
 CY0862  HISTORY     - 20061020 GOOD             GEOCAC
 CY0862
 CY0862                          STATION DESCRIPTION
 CY0862
 CY0862'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0862'THE STATION IS LOCATED 5.25 MILES NORTHWEST OF DUNCAN ALONG U.S.
 CY0862'HIGHWAY 70.
 CY0862'
 CY0862'THE STATION MARK IS AN AZDT DISK STAMPED---NORM 1983---.  IT IS SET IN
 CY0862'A DRILL HOLE IN A BOULDER WHICH IS 8 FEET NORTH OF A 5 FOOT CAIRN.
 CY0862'
 CY0862'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---NORM RM 1 1983---.  IT IS
 CY0862'SET IN A BOULDER WITH EPOXY.
 CY0862'
 CY0862'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---NORM RM 2 1983---.  IT IS
 CY0862'SET IN A BOULDER WITH EPOXY.
 CY0862'
 CY0862'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN TRAVEL NORTHEAST
 CY0862'ALONG MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN LEFT AND
 CY0862'TRAVEL WEST ALONG U.S. 70 FOR 6.25 MILES TO MILE POST 372.5 AND END OF
 CY0862'TRUCK TRAVEL.  PACK NORTHEAST UP THE LOW ROCKY HILL FOR ABOUT 700 FEET
 CY0862'TO THE STATION.
 CY0862
 CY0862                          STATION RECOVERY (2006)
 CY0862
 CY0862'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0862'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY0862'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CY0862'ALL MARKS ARE DATED 1982 (NOT 1983), AND THE STATION MARK IS 8 FEET
 CY0862'NORTH OF A WITNESS POST AND 3 FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1456 ***********************************************************************
 DA1456  DESIGNATION -  NOROAD
 DA1456  PID         -  DA1456
 DA1456  STATE/COUNTY-  AZ/MARICOPA
 DA1456  USGS QUAD   -  KAKA NW (1986)
 DA1456
 DA1456                         *CURRENT SURVEY CONTROL
 DA1456  ___________________________________________________________________
 DA1456* NAD 83(1992)-  32 40 05.35505(N)    112 26 58.28337(W)     ADJUSTED  
 DA1456* NAVD 88     -       749.6    (meters)    2459.     (feet)  VERTCON   
 DA1456  ___________________________________________________________________
 DA1456  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 DA1456  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DA1456  HORZ ORDER  -  THIRD
 DA1456
 DA1456.The horizontal coordinates were established by classical geodetic methods
 DA1456.and adjusted by the National Geodetic Survey in August 1993.
 DA1456
 DA1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1456
 DA1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1456
 DA1456.The geoid height was determined by GEOID03.
 DA1456
 DA1456;                    North         East     Units Scale Factor Converg.
 DA1456;SPC AZ C     -   185,078.466   163,381.965   MT  0.99993079   -0 17 15.5
 DA1456;SPC AZ C     -   607,212.81    536,030.07   iFT  0.99993079   -0 17 15.5
 DA1456;UTM  12      - 3,615,427.617   364,080.863   MT  0.99982780   -0 46 57.1
 DA1456
 DA1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1456!SPC AZ C     -   0.99988713  x   0.99993079  =   0.99981793
 DA1456!UTM  12      -   0.99988713  x   0.99982780  =   0.99971495
 DA1456
 DA1456|---------------------------------------------------------------------|
 DA1456| PID    Reference Object                     Distance      Geod. Az  |
 DA1456|                                                           dddmmss.s |
 DA1456| CH5998 NOROAD RM 2                           5.246 METERS 08322     |
 DA1456| CH5996 NOROAD AZ MK                                       2141106.5 |
 DA1456| CH5997 NOROAD RM 1                           4.312 METERS 34320     |
 DA1456|---------------------------------------------------------------------|
 DA1456
 DA1456                          SUPERSEDED SURVEY CONTROL
 DA1456
 DA1456  NAD 83(1986)-  32 40 05.34272(N)    112 26 58.28561(W) AD(       ) 3
 DA1456  NAD 27      -  32 40 05.15300(N)    112 26 55.76600(W) AD(       ) 3
 DA1456  NGVD 29 (06/20/88)  748.9    (m)         2457.     (f) VERT ANG    3  
 DA1456
 DA1456.Superseded values are not recommended for survey control.
 DA1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1456.See file dsdata.txt to determine how the superseded data were derived.
 DA1456
 DA1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6408115428(NAD 83)
 DA1456_MARKER: DS = TRIANGULATION STATION DISK
 DA1456_SETTING: 66 = SET IN ROCK OUTCROP
 DA1456
 DA1456  HISTORY     - Date     Condition        Report By
 DA1456  HISTORY     - 1936     MONUMENTED       CGS
 DA1456  HISTORY     - 1949     GOOD             USGS
 DA1456  HISTORY     - 1968     GOOD             AMS
 DA1456
 DA1456                          STATION DESCRIPTION
 DA1456
 DA1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1456'ON A LOW RANGE OF FOOTHILLS ON THE WEST SIDE OF THE MARICOPA
 DA1456'OR SAWTOOTH RANGE.  ABOUT 24 MILES SOUTHEAST OF GILA BEND, ABOUT
 DA1456'6.0 MILES NORTH OF THE OLD VILLAGE OF MOIVAVI, ABOUT 5.0 MILES
 DA1456'NORTH-NORTHWEST OF A HIGH SAWTOOTH DOME THAT APPEARS TO BE
 DA1456'THE HIGHEST POINT OF THE RANGE, AND ABOUT 3.0 MILES WEST OF THE
 DA1456'BLUFFS ON THE CREST OF THE MAIN RANGE.  MARKED BY A STANDARD
 DA1456'BRONZE DISK.  REFERENCE MARK NO. 1, A
 DA1456'STANDARD BRONZE REFERENCE DISK, IS 4.312 METERS
 DA1456'(14.15 FEET) FROM STATION N 16 DEG 40 MIN W.
 DA1456'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1456'IS 5.246 METERS (17.21 FEET) FROM STATION
 DA1456'N 83 DEG 22 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE
 DA1456'DISK, AT THE HIGHEST POINT ON TOP OF A LOW SMALL
 DA1456'HILL, IS 0.7 MILE FROM STATION S 34 DEG 11 MIN W.
 DA1456
 DA1456                          STATION RECOVERY (1949)
 DA1456
 DA1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DA1456'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 DA1456
 DA1456                          STATION RECOVERY (1968)
 DA1456
 DA1456'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 DA1456'THE STATION MARK, AZ. MARK, R.M. NO. 1 AND NO. 2 WERE RECOVERED
 DA1456'IN GOOD CONDITION, DESCRIPTION ADEQUATE.
 DA1456'
 DA1456'CHECK MEAS. TO R.M.S NO. 1 AND 2
 DA1456'
 DA1456'R.M. NO. 1 PUB. 14.15 FT. CHECK 14.15 FT.
 DA1456'
 DA1456'R.M. NO. 2 PUB. 17.21 FT. CHECK 17.15 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0923 ***********************************************************************
 EU0923  DESIGNATION -  NORTH
 EU0923  PID         -  EU0923
 EU0923  STATE/COUNTY-  AZ/MOHAVE
 EU0923  USGS QUAD   -  FRANCONIA (1970)
 EU0923
 EU0923                         *CURRENT SURVEY CONTROL
 EU0923  ___________________________________________________________________
 EU0923* NAD 83(1992)-  34 42 36.11564(N)    114 19 27.96748(W)     ADJUSTED  
 EU0923* NAVD 88     -       427.3    (meters)    1402.     (feet)  VERTCON   
 EU0923  ___________________________________________________________________
 EU0923  EPOCH DATE  -        1991.35
 EU0923  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 EU0923  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EU0923  HORZ ORDER  -  FIRST
 EU0923
 EU0923.The horizontal coordinates were established by classical geodetic methods
 EU0923.and adjusted by the National Geodetic Survey in June 1996.
 EU0923.The horizontal coordinates are valid at the epoch date displayed above.
 EU0923.The epoch date for horizontal control is a decimal equivalence
 EU0923.of Year/Month/Day.
 EU0923
 EU0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0923
 EU0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0923
 EU0923.The geoid height was determined by GEOID03.
 EU0923
 EU0923;                    North         East     Units Scale Factor Converg.
 EU0923;SPC AZ W     -   411,572.920   160,739.721   MT  0.99996745   -0 19 37.6
 EU0923;SPC AZ W     - 1,350,304.86    527,361.29   iFT  0.99996745   -0 19 37.6
 EU0923;SPC CA 5     -   640,377.556 2,336,613.767   MT  0.99992238   +2 05 42.4
 EU0923;SPC CA 5     - 2,100,972.03  7,666,040.33   sFT  0.99992238   +2 05 42.4
 EU0923;UTM  11      - 3,844,146.776   745,039.410   MT  1.00034013   +1 31 27.4
 EU0923
 EU0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0923!SPC AZ W     -   0.99993771  x   0.99996745  =   0.99990517
 EU0923!SPC CA 5     -   0.99993771  x   0.99992238  =   0.99986010
 EU0923!UTM  11      -   0.99993771  x   1.00034013  =   1.00027782
 EU0923
 EU0923|---------------------------------------------------------------------|
 EU0923| PID    Reference Object                     Distance      Geod. Az  |
 EU0923|                                                           dddmmss.s |
 EU0923| CC5705 NORTH RM 1                            5.357 METERS 02636     |
 EU0923| CC5707 NORTH RM 3                                         13623     |
 EU0923| CC5706 NORTH RM 2                            9.734 METERS 21958     |
 EU0923| EU0930 POWELL CAIRN                        APPROX. 7.1 KM 2392421.3 |
 EU0923| EU0931 TOPOCK EL PASO NATL GAS CO TK       APPROX.10.4 KM 2821622.9 |
 EU0923|---------------------------------------------------------------------|
 EU0923
 EU0923                          SUPERSEDED SURVEY CONTROL
 EU0923
 EU0923  NAD 83(1992)-  34 42 36.11562(N)    114 19 27.96775(W) AD(       ) 1
 EU0923  NAD 83(1986)-  34 42 36.11845(N)    114 19 27.97586(W) AD(       ) 1
 EU0923  NAD 27      -  34 42 36.08692(N)    114 19 25.13171(W) AD(       ) 1
 EU0923  NGVD 29 (07/19/86)  426.6    (m)         1400.     (f) VERT ANG    3  
 EU0923
 EU0923.Superseded values are not recommended for survey control.
 EU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0923.See file dsdata.txt to determine how the superseded data were derived.
 EU0923
 EU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4503944147(NAD 83)
 EU0923_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EU0923_SETTING: 66 = SET IN ROCK OUTCROP
 EU0923_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EU0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0923+STABILITY: POSITION/ELEVATION WELL
 EU0923
 EU0923  HISTORY     - Date     Condition        Report By
 EU0923  HISTORY     - 1934     MONUMENTED       CGS
 EU0923  HISTORY     - 1945     GOOD             CGS
 EU0923  HISTORY     - 1948     GOOD             USGS
 EU0923  HISTORY     - 1961     GOOD             CGS
 EU0923  HISTORY     - 1964     GOOD             CGS
 EU0923
 EU0923                          STATION DESCRIPTION
 EU0923
 EU0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 EU0923'STATION IS ON THE HIGHEST POINT OF THE LOW HILLS LYING NE
 EU0923'OF THE NEEDLES RANGE, ABOUT 9 MILES AIR LINE E OF THE TOWN
 EU0923'OF TOPOCK, AND 2 MILES S OF THE SANTA FE RAILROAD AT THE
 EU0923'NEAREST POINT, 4 MILES SE OF THE POWELL SIDING ON THE RAILROAD.
 EU0923'
 EU0923'STATION AND REFERENCE MARKS ARE BRONZE DISKS WEDGED IN A DRILL
 EU0923'HOLES IN OUTCROPPING BEDROCKS.
 EU0923'
 EU0923'REFERENCE MARK NO. 3, THE AZIMUTH MARK, IS ON TH W SIDE OF
 EU0923'THE LAST SMALL KNOB 1/8 MILE SE OF THE STATION.
 EU0923'
 EU0923'REACHED FROM TOPOCK AS FOLLOWS--GO E ON THE ROAD JUST S OF
 EU0923'THE RAILROAD 10.5 MILES, TURN RIGHT ON THE MOHAWK MINE
 EU0923'ROAD AS PER SIGN AND GO 1.3 MILES, AND TAKE THE RIGHT FORK
 EU0923'(DIM ROAD) AND GO 0.5 MILE TO THE END OF TRUCK.  FROM HERE
 EU0923'GO NW ACROSS COUNTRY ABOUT 0.5 MILE TO THE HIGHEST POINT
 EU0923'OF THE LOW HILLS AND THE STATION.  THIRTY-MINUTE PACK.
 EU0923
 EU0923                          STATION RECOVERY (1945)
 EU0923
 EU0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0923'THE STATION IS 10-1/2 MILES AIRLINE EAST SOUTHEAST OF TOPOCK
 EU0923'AND IS ABOUT 2 MILES AIRLINE SOUTH OF POWELL SIDING ON THE SANTA
 EU0923'FE RAILROAD.  THE STATION IS ON THE HIGHEST POINT OF A LOW
 EU0923'BARE HILL WHICH IS PART OF A SHORT RIDGE WHICH IS THE FIRST
 EU0923'ONE TO THE SOUTH OF THE FLAT VALLEY ALONG THE SANTA FE RIGHT
 EU0923'OF WAY.
 EU0923'
 EU0923'TO REACH FROM THE POST OFFICE IN TOPOCK.  GO EAST ON THE
 EU0923'GRADED ROAD WHICH RUNS ALONG THE SOUTH SIDE OF THE SANTA FE
 EU0923'RAILROAD FOR 11.3 MILES TO A FORK.  HERE TAKE THE RIGHT FORK,
 EU0923'A GRADED ROAD, SOUTH FOR 1.4 MILES TO A DIM TRACK ROAD ON
 EU0923'THE RIGHT.  HERE TAKE THE RIGHT FORK NEARLY PARALLELS THE
 EU0923'MAIN TRAVELED ROAD AT FIRST AND GO FOR 0.6 MILES SOUTH.  HERE
 EU0923'TURN RIGHT AND GO WEST CROSS COUNTRY FOR 0.2 MILES ACROSS TWO
 EU0923'SMALL WASHES TO THE TOP OF A LOW RIDGE.  FROM HERE THE STATION
 EU0923'CAN BE SEEN ABOUT 3/4 MILE AWAY TO THE NORTH NORTHWEST.  TURN
 EU0923'RIGHT OR NORTH AND GO DOWN THE RIDGE AND INTO A LARGE WASH
 EU0923'FOR 0.3 MILES TO THE END OF TRUCK TRAVEL AT TWO WASHES
 EU0923'COMING IN ON THE LEFT.  HERE PACK NORTHWEST UP THE WASH TO
 EU0923'THE RIGHT OF THE TWO ENTERING THE MAIN WASH FOR ABOUT 1/4
 EU0923'MILE TO THE TOP OF THE HILL AND THE STATION.
 EU0923'
 EU0923'THE STATION IS STAMPED NORTH 1934 FLUSH WITH THE SURROUNDING
 EU0923'SURFACE ABOUT 7-1/2 FEET SOUTHEAST OF THE HIGHEST POINT OF
 EU0923'THE HILL.
 EU0923'
 EU0923'REFERENCE MARK NO. 1 STAMPED NORTH NO 1 1934 IS FLUSH WITH THE
 EU0923'SURROUNDING SURFACE ABOUT 2-1/2 FEET BELOW THE STATION.  THE
 EU0923'MARK IS NORTH NORTHEAST OF THE STATION.
 EU0923'
 EU0923'REFERENCE MARK NO. 2 STAMPED NORTH NO 2 1934 IS FLUSH WITH THE
 EU0923'SURROUNDING SURFACE ABOUT 13 FEET BELOW THE STATION.  THE MARK
 EU0923'IS SOUTHWEST OF THE STATION.
 EU0923'
 EU0923'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MRK DISK STAMPED
 EU0923'NORTH NO 3 1934 ABOUT 5 FEET EAST SOUTHEAST OF THE EDGE OF A
 EU0923'15 FOOT LEDGE AND ABOUT 28 PACES WEST NORTHWEST OF THE TOP OF A
 EU0923'SMALL KNOLL ON THE SAME RIDGE IS THE STATION AND ABOUT 1/8
 EU0923'MILE SOUTHEAST OF THE STATION.
 EU0923'
 EU0923'NOTE--THE DISCREPANCY BETWEEN THE ABOVE DISTANCES TO THE R.M.S
 EU0923'AND THESE PUBLISHED HAS BEEN NOTED AND CHECKED.
 EU0923
 EU0923                          STATION RECOVERY (1948)
 EU0923
 EU0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 EU0923'RECOVERED IN GOOD CONDITION.
 EU0923
 EU0923                          STATION RECOVERY (1961)
 EU0923
 EU0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0923'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1934 DESCRIPTION
 EU0923'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 EU0923'AND DIRECTIONS TO THE MARKS CHECKED, WITH THE EXCEPTION,
 EU0923'A SLIGHT DIFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 EU0923'MARK NUMBER 2.  DUE TO CHANGES IN U.S. HIGHWAY 66 A NEW TO
 EU0923'REACH DESCRIPTION FOLLOWS.
 EU0923'
 EU0923'TO REACH THE STATION FROM THE FORKS IN ROAD JUST EAST OF THE
 EU0923'BRIDGE IN TOPOCK, GO EASTERLY ON U.S. HIGHWAY 66 FOR 9.0 MILES
 EU0923'TO MILE POST 9, CONTINUE EAST FOR 0.2 MILE TO A SIDE ROAD
 EU0923'RIGHT, TURN RIGHT, GO SOUTHEASTERLY ON A GRADED ROAD FOR 1.4
 EU0923'MILES TO THE END OF TRUCK TRAVEL.  HERE PACK WESTERLY AROUND
 EU0923'THE NORTH SIDE OF THE FIRST HILL, THENCE SOUTHWEST AND WEST
 EU0923'UP STEEP SLOPE TO THE HIGHEST POINT OF HILL AND THE STATION.
 EU0923'APPROXIMATELY 45 MINUTE PACK.
 EU0923'
 EU0923'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND
 EU0923'SOUTHEAST ALONG THE SAME RIDGE FOR ABOUT 0.1 MILE TO THE MARK
 EU0923'ABOUT 80 FEET NORTHWEST OF THE HIGHEST PART OF SMALL ROCKY
 EU0923'KNOLL.
 EU0923
 EU0923                          STATION RECOVERY (1964)
 EU0923
 EU0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0923'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 28
 EU0923'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 EU0923'MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED AT THIS TIME.
 EU0923'
 EU0923'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, DRIVE
 EU0923'EAST ON U.S. HIGHWAY 66 FOR 10.0 MILES TO A SIDE ROAD RIGHT
 EU0923'AND SIGN, SITE SIX.  TURN RIGHT AND GO SOUTH ON THE MACADAM
 EU0923'SURFACED ROAD FOR 2.0 MILES TO AN INVERTED SIDE ROAD ON THE
 EU0923'RIGHT.  TURN SHARP RIGHT THROUGH THE DITCH AND UP ONTO THE
 EU0923'BANK ABOVE THE SIDE ROAD, THENCE DRIVE NORTHWEST AND WEST
 EU0923'ACROSS COUNTRY FOR 0.2 MILE TO THE TOP OF A SMALL RIDGE
 EU0923'WHICH HAS A SPUR RIDGE LEADING TO THE LEFT.  TURN LEFT AND
 EU0923'DRIVE DOWN THE SPUR RIDGE FOR 0.1 MILE TO SECTION CORNER MARK R
 EU0923'20 W, T 16 N, SECTIONS 23, 24, 25, 26.  FROM THIS POINT
 EU0923'TURN LEFT DOWN INTO WASH, THENCE RIGHT UP ONTO THE NEXT
 EU0923'RIDGE AND FOLLOW ALONG IT INTO A LARGE WASH AND THE END OF
 EU0923'TRUCK TRAVEL.  PACK NORTHWEST TOWARD A BROWN COLORED HILL WITH
 EU0923'A LONE TREE ON ITS SUMMIT.  THE STATION LIES DIRECTLY
 EU0923'BEHIND THIS HILL.
 EU0923'
 EU0923'THE STATION WAS OCCUPIED BY A LIGHTKEEPER ONLY AT THIS TIME
 EU0923'FOR CHECK ANGLE PURPOSES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0377 ***********************************************************************
 GQ0377  DESIGNATION -  NORTH
 GQ0377  PID         -  GQ0377
 GQ0377  STATE/COUNTY-  AZ/MOHAVE
 GQ0377  USGS QUAD   -  GRASSY MOUNTAIN (1971)
 GQ0377
 GQ0377                         *CURRENT SURVEY CONTROL
 GQ0377  ___________________________________________________________________
 GQ0377* NAD 83(1992)-  36 18 03.04230(N)    113 28 38.19948(W)     ADJUSTED  
 GQ0377* NAVD 88     -      1929.3    (meters)    6330.     (feet)  VERTCON   
 GQ0377  ___________________________________________________________________
 GQ0377  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 GQ0377  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 GQ0377  HORZ ORDER  -  THIRD
 GQ0377
 GQ0377.The horizontal coordinates were established by classical geodetic methods
 GQ0377.and adjusted by the National Geodetic Survey in August 1993.
 GQ0377
 GQ0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0377
 GQ0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0377
 GQ0377.The geoid height was determined by GEOID03.
 GQ0377
 GQ0377;                    North         East     Units Scale Factor Converg.
 GQ0377;SPC AZ W     -   587,945.972   237,854.315   MT  0.99994072   +0 09 41.3
 GQ0377;SPC AZ W     - 1,928,956.60    780,361.93   iFT  0.99994072   +0 09 41.3
 GQ0377;UTM  12      - 4,020,165.370   277,559.046   MT  1.00020968   -1 28 02.0
 GQ0377
 GQ0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0377!SPC AZ W     -   0.99970107  x   0.99994072  =   0.99964181
 GQ0377!UTM  12      -   0.99970107  x   1.00020968  =   0.99991069
 GQ0377
 GQ0377|---------------------------------------------------------------------|
 GQ0377| PID    Reference Object                     Distance      Geod. Az  |
 GQ0377|                                                           dddmmss.s |
 GQ0377| CH3814 NORTH RM 2                            6.218 METERS 13614     |
 GQ0377| CH3812 NORTH AZ MK                                        2964508.9 |
 GQ0377| CH3813 NORTH RM 1                            8.432 METERS 33324     |
 GQ0377|---------------------------------------------------------------------|
 GQ0377
 GQ0377                          SUPERSEDED SURVEY CONTROL
 GQ0377
 GQ0377  NAD 83(1986)-  36 18 03.03588(N)    113 28 38.19785(W) AD(       ) 3
 GQ0377  NAD 27      -  36 18 03.10000(N)    113 28 35.43400(W) AD(       ) 3
 GQ0377  NGVD 29 (07/19/86) 1928.4    (m)         6327.     (f) VERT ANG    3  
 GQ0377
 GQ0377.Superseded values are not recommended for survey control.
 GQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0377.See file dsdata.txt to determine how the superseded data were derived.
 GQ0377
 GQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7755920165(NAD 83)
 GQ0377_MARKER: DS = TRIANGULATION STATION DISK
 GQ0377_SETTING: 80 = SET IN A BOULDER
 GQ0377_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0377
 GQ0377  HISTORY     - Date     Condition        Report By
 GQ0377  HISTORY     - 1953     MONUMENTED       CGS
 GQ0377
 GQ0377                          STATION DESCRIPTION
 GQ0377
 GQ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0377'THE STATION IS ABOUT 55 MILES SOUTH OF ST. GEORGE, UTAH, 12
 GQ0377'MILES SOUTHWEST OF THE VILLAGE OF MT. TRUMBULL, 6 MILES NORTHEAST
 GQ0377'OF WARING RANCH AND 2 MILES EAST OF THE ROAD RUNNING SOUTHEAST
 GQ0377'DOWN ANDRUS CANYON.  IT IS ON THE TOP OF A LAVA-CAPPED BUTTE
 GQ0377'THAT IS SITUATED AT THE NORTH END OF A BROAD SUMMIT THAT IS
 GQ0377'KNOWN AS GRASSY MOUNTAIN.  THE BUTTE IS DETACHED FROM GRASSY
 GQ0377'MOUNTAIN BY A SHALLOW SADDLE.
 GQ0377'
 GQ0377'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE GO EAST
 GQ0377'FOR 0.7 MILE TO THE STREET INTERSECTION AT THE NORTHEAST CORNER
 GQ0377'OF THE CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST FOR 2.1
 GQ0377'MILES TO A FORK AT THE SOUTH END OF THE BRIDGE OVER THE VIRGIN
 GQ0377'RIVER.  TAKE THE RIGHT FORK AND CONTINUE 1.4 MILES TO A FORK.
 GQ0377'TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 1.4 MILES TO A FORK.
 GQ0377'TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD SOUTH FOR 23.1
 GQ0377'MILES TO THE CABIN AND CORRAL ON THE RIGHT KNOWN AS WOLF HOLE.
 GQ0377'CONTINUE SOUTHEASTERLY ON THE MAIN ROAD, TOWARD MT. TRUMBULL
 GQ0377'VILLAGE, FOR 18.7 MILES TO A FORK, 0.3 MILE AFTER PASSING
 GQ0377'AN OLD CHIMNEY ON THE RIGHT.  TAKE THE RIGHT FORK AND GO
 GQ0377'SOUTH AND WEST FOR 2.3 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0377'AND CONTINUE ON THE MAIN ROAD FOR 4.6 MILES TO A FORK.
 GQ0377'TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST ON THE MAIN ROAD
 GQ0377'FOR 10.7 MILES TO A FORK.  TURN LEFT AND FOLLOW THE MAIN
 GQ0377'ROAD SOUTHEAST FOR 0.8 MILE TO A FORK.  KEEP RIGHT FOR 0.1
 GQ0377'MILE TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN
 GQ0377'ROAD DOWN THE CANYON AND ACROSS THE WASH, SOUTHERLY, FOR
 GQ0377'3.4 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD,
 GQ0377'SOUTH-SOUTHEAST, FOR 1.5 MILES TO A FORK.  KEEP RIGHT,
 GQ0377'PASSING A RESERVOIR ON THE LEFT, AND FOLLOW THE MAIN ROAD
 GQ0377'SOUTHEAST FOR 2.25 MILES TO A FORK.  TURN LEFT AND FOLLOW
 GQ0377'THE MAIN ROAD EAST AND NORTHEAST FOR 1.9 MILES TO A
 GQ0377'RESERVOIR AND THE AZIMUTH MARK ON A LOW LEDGE, ABOUT 150 YARDS
 GQ0377'WEST OF AND 40 FEET HIGHER THAN THE RESERVOIR.  HERE PASS THE
 GQ0377'SOUTH SIDE OF THE RESERVOIR AND CONTINUE EAST-SOUTHEAST ACROSS
 GQ0377'COUNTRY FOR 0.7 MILE TO THE BASE OF THE BUTTE AND THE END OF
 GQ0377'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK UP THE NORTH
 GQ0377'FACE OF THE BUTTE TO THE SUMMIT AND THE STATION, ABOUT A
 GQ0377'45-MINUTE PACK.
 GQ0377'
 GQ0377'THE STATION MARK IS STAMPED NORTH 1953.  IT IS A STANDARD DISK
 GQ0377'SET IN A BOULDER PROJECTING 4 INCHES ABOVE THE GROUND.
 GQ0377'
 GQ0377'REFERENCE MARK 1 IS STAMPED NORTH NO 1 1953.  IT IS A STANDARD
 GQ0377'DISK SET IN A BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND
 GQ0377'AND IS ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 GQ0377'
 GQ0377'REFERENCE MARK 2 IS STAMPED NORTH NO 2 1953.  IT IS A STANDARD
 GQ0377'DISK SET IN A BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND
 GQ0377'AND IS AT THE SAME ELEVATION AS THE STATION MARK.
 GQ0377'
 GQ0377'THE AZIMUTH MARK IS STAMPED NORTH 1953.  IT IS A STANDARD DISK
 GQ0377'SET ON THE RIM OF A LEDGE THAT IS 2 FEET HIGH AND IS 6 FEET
 GQ0377'NORTH OF A JUNIPER TREE.  (SEE ABOVE).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1049 ***********************************************************************
 ES1049  DESIGNATION -  NORTH
 ES1049  PID         -  ES1049
 ES1049  STATE/COUNTY-  AZ/NAVAJO
 ES1049  USGS QUAD   -  HOLBROOK (1986)
 ES1049
 ES1049                         *CURRENT SURVEY CONTROL
 ES1049  ___________________________________________________________________
 ES1049* NAD 83(1992)-  34 54 49.64795(N)    110 09 43.81262(W)     ADJUSTED  
 ES1049* NAVD 88     -      1597.     (meters)    5239.     (feet)  SCALED    
 ES1049  ___________________________________________________________________
 ES1049  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ES1049  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES1049  HORZ ORDER  -  SECOND
 ES1049
 ES1049.The horizontal coordinates were established by classical geodetic methods
 ES1049.and adjusted by the National Geodetic Survey in August 1993.
 ES1049
 ES1049.The orthometric height was scaled from a topographic map.
 ES1049
 ES1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1049
 ES1049.The geoid height was determined by GEOID03.
 ES1049
 ES1049;                    North         East     Units Scale Factor Converg.
 ES1049;SPC AZ E     -   434,011.185   213,770.866   MT  0.99990000   +0 00 09.3
 ES1049;SPC AZ E     - 1,423,921.21    701,347.99   iFT  0.99990000   +0 00 09.3
 ES1049;UTM  12      - 3,863,803.177   576,534.405   MT  0.99967219   +0 28 46.4
 ES1049
 ES1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1049!SPC AZ E     -   0.99975322  x   0.99990000  =   0.99965324
 ES1049!UTM  12      -   0.99975322  x   0.99967219  =   0.99942549
 ES1049
 ES1049|---------------------------------------------------------------------|
 ES1049| PID    Reference Object                     Distance      Geod. Az  |
 ES1049|                                                           dddmmss.s |
 ES1049| CD2400 NORTH RM 2                            9.179 METERS 05018     |
 ES1049| ES1046 HOLBROOK CO COURTHOUSE DOME         APPROX. 1.3 KM 1605545.7 |
 ES1049| ES1044 HOLBROOK ATT RELAY TOWER            APPROX. 8.4 KM 1962307.5 |
 ES1049| CD2399 NORTH RM 1                            9.152 METERS 33148     |
 ES1049|---------------------------------------------------------------------|
 ES1049
 ES1049                          SUPERSEDED SURVEY CONTROL
 ES1049
 ES1049  NAD 83(1986)-  34 54 49.64117(N)    110 09 43.81511(W) AD(       ) 2
 ES1049  NAD 27      -  34 54 49.54920(N)    110 09 41.37440(W) AD(       ) 2
 ES1049
 ES1049.Superseded values are not recommended for survey control.
 ES1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1049.See file dsdata.txt to determine how the superseded data were derived.
 ES1049
 ES1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7653463803(NAD 83)
 ES1049_MARKER: DS = TRIANGULATION STATION DISK
 ES1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1049
 ES1049  HISTORY     - Date     Condition        Report By
 ES1049  HISTORY     - 1959     MONUMENTED       CGS
 ES1049  HISTORY     - 1967     POOR             CGS
 ES1049  HISTORY     - 1974     POOR             NGS
 ES1049  HISTORY     - 1975     GOOD             DMA
 ES1049  HISTORY     - 19861209 GOOD             USAF
 ES1049
 ES1049                          STATION DESCRIPTION
 ES1049
 ES1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1049'THE STATION IS AT THE NORTH EDGE OF THE TOWN OF HOLBROOK AND
 ES1049'JUST EAST OF THE KOA RADIO MAST ON A SANDY MESA OWNED BY MR.
 ES1049'GLEN HEWARD AND SON.
 ES1049'
 ES1049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 ES1049'260, JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO NORTH ON
 ES1049'U.S. HIGHWAY 66 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ES1049'CONTINUE NORTH ON U.S. HIGHWAY 66 FOR 0.7 MILE TO A T ROAD LEFT,
 ES1049'TURN LEFT AND FOLLOW THE TRACK ROAD WEST UPHILL FOR 0.2 MILE
 ES1049'TO A T INTERSECTION AT THE TOP OF THE MESA.  HERE TURN RIGHT
 ES1049'FOR 100 YARDS TO A FORK, TAKE LEFT FORK AND GO NORTHWEST
 ES1049'FOR 60 YARDS TO THE INTERSECTION OF 5 TRACK ROADS, TAKE THE
 ES1049'SECOND TRACK ROAD TO THE LEFT AND GO WESTERLY FOR 0.2 MILE TO
 ES1049'THE RADIO MAST, STATION AND REFERENCE MARKS ON THE RIGHT.
 ES1049'
 ES1049'THE STATION MARK, STAMPED NORTH 1959, IS A STANDARD DISK SET
 ES1049'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 ES1049'INCHES.  IT IS 13 FEET EAST OF THE RADIO MAST AND 7.9 FEET
 ES1049'EAST OF THE WITNESS POST.
 ES1049'
 ES1049'REFERENCE MARK NO. 1, STAMPED NORTH NO 1 1959, IS A STANDARD
 ES1049'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1049'PROJECTS 3 INCHES.  IT IS 28 FEET NORTHEAST OF THE RADIO MAST.
 ES1049'
 ES1049'REFERENCE MARK NO. 2, STAMPED NORTH NO 2 1959, IS A STANDARD
 ES1049'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1049'PROJECTS 3 INCHES.  IT IS 42 FEET EAST OF THE RADIO MAST.
 ES1049'
 ES1049'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO. 2 IS 38.04 FEET.
 ES1049'
 ES1049'THE AZIMUTH MARK IS THE APEX OF THE NAVAJO COUNTY COURT HOUSE,
 ES1049'A BRICK STRUCTURE THAT IS JUST EAST OF NAVAJO BLVD. BETWEEN
 ES1049'ARIZONA AND BUFFALO STREETS IN HOLBROOK.
 ES1049
 ES1049                          STATION RECOVERY (1967)
 ES1049
 ES1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 ES1049'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  ALL IN GOOD
 ES1049'CONDITION, WITH THE EXCEPTION OF THE STATION MARK, WHICH IS
 ES1049'SLIGHTLY TILTED, BUT FIRMLY EMBEDDED.  KOA RADIO STATION MAST
 ES1049'IS ALSO AS DESCRIBED IN STATION DESCRIPTION.
 ES1049
 ES1049                          STATION RECOVERY (1974)
 ES1049
 ES1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES1049'THE STATION MARK WAS FOUND LEANING OFF POSITION AND WAS RESET
 ES1049'OVER THE UNDERGROUND MARK AT THIS TIME.  REFERENCE MARKS 1 AND 2
 ES1049'AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 ES1049'THE ROUTE TO THE STATION IS ADEQUATE.
 ES1049'
 ES1049'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1049'
 ES1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOLBROOK.
 ES1049
 ES1049                          STATION RECOVERY (1975)
 ES1049
 ES1049'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (MMH)
 ES1049'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ES1049
 ES1049                          STATION RECOVERY (1986)
 ES1049
 ES1049'RECOVERY NOTE BY US AIR FORCE 1986 (WJ)
 ES1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0913 ***********************************************************************
 CG0913  DESIGNATION -  NORTH BASE
 CG0913  PID         -  CG0913
 CG0913  STATE/COUNTY-  AZ/COCHISE
 CG0913  USGS QUAD   -  BENSON (1983)
 CG0913
 CG0913                         *CURRENT SURVEY CONTROL
 CG0913  ___________________________________________________________________
 CG0913* NAD 83(1992)-  31 57 35.44155(N)    110 22 30.05716(W)     ADJUSTED  
 CG0913* NAVD 88     -      1280.14   (+/-2cm)    4199.9    (feet)  VERTCON   
 CG0913  ___________________________________________________________________
 CG0913  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CG0913  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0913  HORZ ORDER  -  SECOND
 CG0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0913
 CG0913.The horizontal coordinates were established by classical geodetic methods
 CG0913.and adjusted by the National Geodetic Survey in August 1993.
 CG0913
 CG0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0913.The vertical order pertains to the NGVD 29 superseded value.
 CG0913
 CG0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0913
 CG0913.The geoid height was determined by GEOID03.
 CG0913
 CG0913;                    North         East     Units Scale Factor Converg.
 CG0913;SPC AZ E     -   106,433.763   193,665.803   MT  0.99990478   -0 06 37.0
 CG0913;SPC AZ E     -   349,192.14    635,386.49   iFT  0.99990478   -0 06 37.0
 CG0913;SPC AZ C     -   107,452.756   359,092.096   MT  1.00016184   +0 48 58.2
 CG0913;SPC AZ C     -   352,535.29  1,178,123.67   iFT  1.00016184   +0 48 58.2
 CG0913;UTM  12      - 3,536,155.320   559,059.323   MT  0.99964302   +0 19 51.0
 CG0913
 CG0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0913!SPC AZ E     -   0.99980340  x   0.99990478  =   0.99970820
 CG0913!SPC AZ C     -   0.99980340  x   1.00016184  =   0.99996521
 CG0913!UTM  12      -   0.99980340  x   0.99964302  =   0.99944649
 CG0913
 CG0913|---------------------------------------------------------------------|
 CG0913| PID    Reference Object                     Distance      Geod. Az  |
 CG0913|                                                           dddmmss.s |
 CG0913| CG0971 2 A NW COR                           23.194 METERS 01105     |
 CG0913| CG0912 NORTH BASE RM 1                       8.713 METERS 04425     |
 CG0913| CG0914 NORTH BASE RM 2                       8.580 METERS 12350     |
 CG0913| CG0066 MAGOO                               APPROX. 0.8 KM 2425554.2 |
 CG0913|---------------------------------------------------------------------|
 CG0913
 CG0913                          SUPERSEDED SURVEY CONTROL
 CG0913
 CG0913  NAD 83(1986)-  31 57 35.43630(N)    110 22 30.05399(W) AD(       ) 2
 CG0913  NAD 27      -  31 57 35.13580(N)    110 22 27.79340(W) AD(       ) 2
 CG0913  NGVD 29 (??/??/92) 1279.32   (m)         4197.2    (f) COMPUTED    2 0
 CG0913
 CG0913.Superseded values are not recommended for survey control.
 CG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0913.See file dsdata.txt to determine how the superseded data were derived.
 CG0913
 CG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5905936155(NAD 83)
 CG0913_MARKER: DD = SURVEY DISK
 CG0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0913+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CG0913
 CG0913  HISTORY     - Date     Condition        Report By
 CG0913  HISTORY     - 1960     MONUMENTED       USE
 CG0913  HISTORY     - 1962     GOOD             CGS
 CG0913  HISTORY     - 20060908 GOOD             GEOCAC
 CG0913
 CG0913                          STATION DESCRIPTION
 CG0913
 CG0913'DESCRIBED BY US ENGINEERS 1960 (NES)
 CG0913'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF BENSON AND ABOUT
 CG0913'900 FEET SOUTH OF U.S. HIGHWAY 80 ON A GRASSY RIDGE.
 CG0913'
 CG0913'TO REACH FROM THE POST OFFICE IN BENSON, GO WEST ON U.S. 80 FOR
 CG0913'6.2 MILES TO THE SKYLINE ROAD.  HERE TURN SOUTH, THEN JOG EAST
 CG0913'ACROSS CATTLE-GUARD, THEN SOUTH FOR 1.0 MILE TO A RANCH-HOUSE
 CG0913'ON THE RIGHT.  HERE TURN LEFT, EAST, ALONG THE NORTH SIDE OF A
 CG0913'FENCE AND GO 0.5 MILE TO A FENCE-CORNER.  TURN LEFT, NORTH AND
 CG0913'EAST, ACROSS COUNTRY FOR 0.2 MILE, THEN LEFT, NORTH, FOR 0.6 MILE
 CG0913'TO STATION MAGOO (USCE).  HERE TURN RIGHT AND GO
 CG0913'EAST-NORTHEAST FOR 0.65 MILE TO STATION, WHICH IS MARKED BY A
 CG0913'WITNESS POST.
 CG0913'
 CG0913'THE STATION MARK, STAMPED NORTH BASE 1960, IS A U.S. CORPS OF
 CG0913'ENGINEERS DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CG0913'PROJECTS 8 INCHES AND IS 5 FEET SOUTHWEST OF THE WITNESS POST.
 CG0913'
 CG0913'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NORTH BASE USCE
 CG0913'NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CG0913'PROJECTS 6 INCHES, AND IS 25 FEET NORTHEAST OF THE WITNESS POST.
 CG0913'
 CG0913'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NORTH BASE USCE
 CG0913'NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CG0913'6 INCHES, AND IS 31 FEET SOUTHEAST OF THE WITNESS POST.
 CG0913
 CG0913                          STATION RECOVERY (1962)
 CG0913
 CG0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG0913'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN GOOD
 CG0913'CONDITION.  ALL DISTANCES AND DIRECTIONS CHECKED THE 1960
 CG0913'OBSERVATIONS.  A COMPLETE DESCRIPTION TO REACH THE STATION
 CG0913'FOLLOWS.
 CG0913'
 CG0913'STATION IS LOCATED ABOUT 4-3/4 MILES WEST OF BENSON, 0.3 MILES
 CG0913'SOUTH OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 86, IN THE NORTH
 CG0913'CENTER OF SECTION 14, T 17 S, R 19 E.
 CG0913'
 CG0913'TO REACH FROM THE SONOITA OVERPASS AND JUNCTIN OF STATE HIGHWAY
 CG0913'83, (20 MILES WEST OF TUCSON) GO EAST ON INTERSTATE HIGHWAY 10 AND
 CG0913'STATE HIGHWAY 86 FOR 6.85 MILES TO THE PANTANO OVERPASS, CONTINUE
 CG0913'EAST ON INTERSTATE HIGHWAY 10 FOR 11.6 MILES TO MILEPOST 287
 CG0913'AND HARD SURFACED SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH AND
 CG0913'SOUTHWEST FOR 0.25 MILE TO WERE ROAD MAKES A SHARP BEND TO THE
 CG0913'SOUTHEAST, TURN RIGHT OFF ROAD AND FOLLOW A DIM TRACK TRUCK
 CG0913'TRAIL NORTHWEST FOR ABOUT 200 FEET TO A FENCE CORNER, THENCE
 CG0913'LEFT ALONG WEST SIDE OF FENCE SOUTHERLY FOR 0.25 MILE TO THE
 CG0913'STATION AS DESCRIBED BELOW.
 CG0913'
 CG0913'STATION IS 76 FEET SOUTH-SOUTHWEST OF A NORTHWEST FENCE CORNER,
 CG0913'16 FEET WEST OF A NORTH-SOUTH FENCELINE AND 5 FEET SOUTH OF A
 CG0913'METAL WITNESS POST AND SIGN.  IT IS A BRONZE DISK CEMENTED IN THE
 CG0913'TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST.  IT IS
 CG0913'STAMPED--NORTH BASE 1960 AND IT IS A U.S. CORP OF ENGINEER MARK.
 CG0913'IT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 CG0913'
 CG0913'R.M. 1 IS 54.5 FEET SOUH OF A FENCE CORNER, 4 FEET EAST OF A
 CG0913'NORTH-SOUTH FENCELINE AND PROJECTS 6 INCHES ABOVE THE GROUND
 CG0913'SURFACE.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH
 CG0913'SQUARE CONCRETE POST.  IT IS STAMPED--NORTH BASE NO 1 1960
 CG0913'(USE).
 CG0913'
 CG0913'R.M. 2 IS 7.8 FEET EAST OF A NORTH-SOUTH FENCELINE.  IT IS A
 CG0913'STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CG0913'POST.  IT IS STAMPED--NORTH BASE NO 2 1960 (USE) AND PROJECTS
 CG0913'6 INCHES ABOVE THE GROUND SURFACE.
 CG0913'
 CG0913'2 A IS 3.2 FEET SOUTHEAST OF A WHITE 4 X 4 WITNESS POST, 1.7
 CG0913'FEET WEST OF A FENCE CORNER POST AND IT IS FLUSH WITH THE GROUND
 CG0913'SURFACE IT IS STAMPED--2 A 1960 N.W. COR.  IT IS A USE MARK.
 CG0913
 CG0913                          STATION RECOVERY (2006)
 CG0913
 CG0913'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0913'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG0913'CONDITION AS DESCRIBED. NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 CG0913' 
 CG0913' 
 CG0913'TO REACH THE STATION FROM BENSON, PROCEED WEST ON U.S. 10 TO AZ 90
 CG0913'SOUTH, THEN MAKE FIRST RIGHT TURN AFTER THE MCDONALDS ONTO CAVERNS
 CG0913'DRIVE. CONTINUE WEST TO THE STOP SIGN AND TURN RIGHT TO FRONTAGE ROAD.
 CG0913'TAKE FRONTAGE ROAD/TITAN DRIVE WEST FOR 1.5 MILES TO THE END OF TITAN
 CG0913'DRIVE. STATION IS ABOUT ONE THIRD OF A MILE PACK UP THE OLD ROAD BED
 CG0913'SOUTH/SOUTHWEST ON STATE TRUST LAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1851 ***********************************************************************
 GR1851  DESIGNATION -  NORTH BASE
 GR1851  PID         -  GR1851
 GR1851  STATE/COUNTY-  AZ/MOHAVE
 GR1851  USGS QUAD   -  HOOVER DAM (1997)
 GR1851
 GR1851                         *CURRENT SURVEY CONTROL
 GR1851  ___________________________________________________________________
 GR1851* NAD 83(1992)-  36 00 52.60353(N)    114 44 13.97599(W)     ADJUSTED  
 GR1851* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1851  ___________________________________________________________________
 GR1851  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 GR1851  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1851  HORZ ORDER  -  SECOND
 GR1851
 GR1851.The horizontal coordinates were established by classical geodetic methods
 GR1851.and adjusted by the National Geodetic Survey in August 1993.
 GR1851
 GR1851.The orthometric height was scaled from a topographic map.
 GR1851
 GR1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1851
 GR1851.The geoid height was determined by GEOID03.
 GR1851
 GR1851;                    North         East     Units Scale Factor Converg.
 GR1851;SPC AZ W     -   556,603.426   124,369.990   MT  1.00003088   -0 34 49.8
 GR1851;SPC AZ W     - 1,826,126.73    408,038.02   iFT  1.00003088   -0 34 49.8
 GR1851;SPC NV E     - 8,140,622.795   276,268.259   MT  0.99997165   +0 29 51.1
 GR1851;SPC NV E     -26,708,026.62    906,390.11   sFT  0.99997165   +0 29 51.1
 GR1851;UTM  11      - 3,987,937.518   703,918.252   MT  1.00011240   +1 19 51.4
 GR1851
 GR1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1851!SPC AZ W     -   0.99994217  x   1.00003088  =   0.99997305
 GR1851!SPC NV E     -   0.99994217  x   0.99997165  =   0.99991383
 GR1851!UTM  11      -   0.99994217  x   1.00011240  =   1.00005457
 GR1851
 GR1851|---------------------------------------------------------------------|
 GR1851| PID    Reference Object                     Distance      Geod. Az  |
 GR1851|                                                           dddmmss.s |
 GR1851| GR1862 SOUTH BASE                          200.824 METERS 21332     |
 GR1851| GR1853 N III                               422.938 METERS 2580453.5 |
 GR1851| GR1852 N II                                238.968 METERS 31459     |
 GR1851|---------------------------------------------------------------------|
 GR1851
 GR1851                          SUPERSEDED SURVEY CONTROL
 GR1851
 GR1851  NAD 83(1986)-  36 00 52.59186(N)    114 44 13.96523(W) AD(       ) 2
 GR1851  NAD 27      -  36 00 52.66100(N)    114 44 11.02800(W) AD(       ) 2
 GR1851
 GR1851.Superseded values are not recommended for survey control.
 GR1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1851.See file dsdata.txt to determine how the superseded data were derived.
 GR1851
 GR1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0391887938(NAD 83)
 GR1851_MARKER: DS = TRIANGULATION STATION DISK
 GR1851_SETTING: 0 = UNSPECIFIED SETTING
 GR1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1851
 GR1851  HISTORY     - Date     Condition        Report By
 GR1851  HISTORY     - 1935     MONUMENTED       BOR
 GR1851  HISTORY     - 1990     GOOD             USPSQD
 GR1851
 GR1851                          STATION DESCRIPTION
 GR1851
 GR1851'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1851'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 1-1/2 FEET HIGH,
 GR1851'LOCATED ON A ROCK WALL ABOUT 150 FEET DOWNSTREAM FROM THE
 GR1851'ARIZONA END OF HOOVER DAM, WITH A STANDARD USC AND GS STATION
 GR1851'DISK, THE CENTER OF WHICH HAS BEEN GROUND DOWN TO RECEIVE A
 GR1851'FINE SCRATCH MARK.
 GR1851
 GR1851                          STATION RECOVERY (1990)
 GR1851
 GR1851'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2053 ***********************************************************************
 DU2053  DESIGNATION -  NORTH BUTTE
 DU2053  PID         -  DU2053
 DU2053  STATE/COUNTY-  AZ/PINAL
 DU2053  USGS QUAD   -  NORTH BUTTE (1978)
 DU2053
 DU2053                         *CURRENT SURVEY CONTROL
 DU2053  ___________________________________________________________________
 DU2053* NAD 83(1992)-  33 06 22.59126(N)    111 11 45.52950(W)     ADJUSTED  
 DU2053* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 DU2053  ___________________________________________________________________
 DU2053  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 DU2053  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DU2053  HORZ ORDER  -  FIRST
 DU2053
 DU2053.The horizontal coordinates were established by classical geodetic methods
 DU2053.and adjusted by the National Geodetic Survey in August 1993.
 DU2053
 DU2053.The orthometric height was scaled from a topographic map.
 DU2053
 DU2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2053
 DU2053.The geoid height was determined by GEOID03.
 DU2053
 DU2053;                    North         East     Units Scale Factor Converg.
 DU2053;SPC AZ C     -   233,767.939   280,623.581   MT  0.99995577   +0 23 37.1
 DU2053;SPC AZ C     -   766,955.18    920,681.04   iFT  0.99995577   +0 23 37.1
 DU2053;UTM  12      - 3,663,085.821   481,714.292   MT  0.99960412   -0 06 25.4
 DU2053
 DU2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2053!SPC AZ C     -   0.99986115  x   0.99995577  =   0.99981693
 DU2053!UTM  12      -   0.99986115  x   0.99960412  =   0.99946533
 DU2053
 DU2053|---------------------------------------------------------------------|
 DU2053| PID    Reference Object                     Distance      Geod. Az  |
 DU2053|                                                           dddmmss.s |
 DU2053| CH6000 NORTH BUTTE RM 1                     11.018 METERS 08209     |
 DU2053| CH6001 NORTH BUTTE RM 2                     12.231 METERS 15636     |
 DU2053| DU2054 SOUTH BUTTE CAIRN                   APPROX. 2.7 KM 1771824.5 |
 DU2053| CH5999 NORTH BUTTE AZ MK                                  3563058.9 |
 DU2053|---------------------------------------------------------------------|
 DU2053
 DU2053                          SUPERSEDED SURVEY CONTROL
 DU2053
 DU2053  NAD 83(1986)-  33 06 22.58458(N)    111 11 45.52987(W) AD(       ) 1
 DU2053  NAD 27      -  33 06 22.36400(N)    111 11 43.11300(W) AD(       ) 1
 DU2053
 DU2053.Superseded values are not recommended for survey control.
 DU2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2053.See file dsdata.txt to determine how the superseded data were derived.
 DU2053
 DU2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8171463086(NAD 83)
 DU2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2053+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2009
 DU2053
 DU2053  HISTORY     - Date     Condition        Report By
 DU2053  HISTORY     - 1935     MONUMENTED       CGS
 DU2053  HISTORY     - 1936     GOOD             CGS
 DU2053  HISTORY     - 20090201 GOOD             GEOCAC
 DU2053
 DU2053                          STATION DESCRIPTION
 DU2053
 DU2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DU2053'ON THE HIGHEST POINT OF NORTH BUTTE, A PROMINENT LIGHT-COLORED
 DU2053'BUTTE WITH A BLACK LAYER ON TOP, ABOUT 1.0 MILE NORTH OF THE
 DU2053'GILA RIVER, AND ABOUT 12 MILES NORTHEAST BY EAST FROM FLORENCE.
 DU2053'MARKED BY A STANDARD BRONZE DISK.
 DU2053'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2053'IS 11.018 METERS (36.15 FEET) FROM STATION N 82 DEG 09 MIN E.
 DU2053'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DU2053'DISK, IS 12.231 METERS (40.13 FEET) FROM STATION
 DU2053'S 23 DEG 24 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE
 DU2053'DISK, SET IN OUTCROP ABOUT 100 FEET SOUTH OF THE EXTREME
 DU2053'NORTH END OF THE MOUNTAIN AND LOWER, IS ONE-HALF MILE FROM
 DU2053'STATION N 03 DEG 29 MIN W.
 DU2053
 DU2053                          STATION RECOVERY (2009)
 DU2053
 DU2053'RECOVERY NOTE BY GEOCACHING 2009 (ACM)
 DU2053'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 DU2053'RECOVERED IN GOOD CONDITION
 DU2053'THE APPROACH IS FROM FLORENCE ALONG PRICE ROAD TO BOX CANYON ROAD TO
 DU2053'THE AREA WEST OF THE MOUNTAIN. THERE ARE SEVERAL POSSIBLE ROUTES TO
 DU2053'THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0260 ***********************************************************************
 GQ0260  DESIGNATION -  NORTH CANYON
 GQ0260  PID         -  GQ0260
 GQ0260  STATE/COUNTY-  AZ/COCONINO
 GQ0260  USGS QUAD   -  DOG POINT (1988)
 GQ0260
 GQ0260                         *CURRENT SURVEY CONTROL
 GQ0260  ___________________________________________________________________
 GQ0260* NAD 83(1992)-  36 27 30.77295(N)    112 02 40.53817(W)     ADJUSTED  
 GQ0260* NAVD 88     -      2501.1    (meters)    8206.     (feet)  VERTCON   
 GQ0260  ___________________________________________________________________
 GQ0260  LAPLACE CORR-         -14.52  (seconds)                    DEFLEC99
 GQ0260  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 GQ0260  HORZ ORDER  -  THIRD
 GQ0260
 GQ0260.The horizontal coordinates were established by classical geodetic methods
 GQ0260.and adjusted by the National Geodetic Survey in August 1993.
 GQ0260
 GQ0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0260
 GQ0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0260
 GQ0260.The geoid height was determined by GEOID03.
 GQ0260
 GQ0260;                    North         East     Units Scale Factor Converg.
 GQ0260;SPC AZ C     -   605,397.393   201,893.893   MT  0.99990162   -0 04 33.7
 GQ0260;SPC AZ C     - 1,986,211.92    662,381.54   iFT  0.99990162   -0 04 33.7
 GQ0260;UTM  12      - 4,035,317.149   406,399.738   MT  0.99970794   -0 37 14.8
 GQ0260
 GQ0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0260!SPC AZ C     -   0.99961108  x   0.99990162  =   0.99951274
 GQ0260!UTM  12      -   0.99961108  x   0.99970794  =   0.99931913
 GQ0260
 GQ0260:                Primary Azimuth Mark                     Grid Az
 GQ0260:SPC AZ C     -  CANE                                     049 00 39.4
 GQ0260:UTM  12      -  CANE                                     049 33 20.5
 GQ0260
 GQ0260|---------------------------------------------------------------------|
 GQ0260| PID    Reference Object                     Distance      Geod. Az  |
 GQ0260|                                                           dddmmss.s |
 GQ0260| GP0623 CANE                                APPROX.12.1 KM 0485605.7 |
 GQ0260|---------------------------------------------------------------------|
 GQ0260
 GQ0260                          SUPERSEDED SURVEY CONTROL
 GQ0260
 GQ0260  NAD 83(1986)-  36 27 30.77116(N)    112 02 40.53522(W) AD(       ) 3
 GQ0260  NGVD 29 (05/08/89) 2499.9    (m)         8202.     (f) VERT ANG    3  
 GQ0260
 GQ0260.Superseded values are not recommended for survey control.
 GQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0260.See file dsdata.txt to determine how the superseded data were derived.
 GQ0260
 GQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0640035317(NAD 83)
 GQ0260_MARKER: DS = TRIANGULATION STATION DISK
 GQ0260_SETTING: 80 = SET IN A BOULDER
 GQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0260+STABILITY: SURFACE MOTION
 GQ0260
 GQ0260  HISTORY     - Date     Condition        Report By
 GQ0260  HISTORY     - 1903     MONUMENTED       USGS
 GQ0260  HISTORY     - 1933     GOOD             USGS
 GQ0260  HISTORY     - 1956     GOOD             USGS
 GQ0260
 GQ0260                          STATION DESCRIPTION
 GQ0260
 GQ0260'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0260'LOCATED 6 MI SW. OF CANE SPRINGS.  ON EASTERNMOST OF TWO BUTTES
 GQ0260'WHICH STAND E. OF MAIN MOUNTAIN ON NORTH SIDE OF NORTH CANYON.
 GQ0260'
 GQ0260'TO REACH FROM FOOT OF MOUNTAIN, TAKE SADDLE HORSES.
 GQ0260'
 GQ0260'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0260'IN LIMESTONE BOULDER.
 GQ0260
 GQ0260                          STATION RECOVERY (1933)
 GQ0260
 GQ0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 GQ0260'RECOVERED IN GOOD CONDITION.
 GQ0260'
 GQ0260'RM 1--COPPER NAIL AND WASHER IN BLAZE ON SMALL PINON TREE.
 GQ0260'
 GQ0260'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN CLIFF ROCK
 GQ0260'2 FT. FROM SOUTH BREAK.
 GQ0260
 GQ0260                          STATION RECOVERY (1956)
 GQ0260
 GQ0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0260'RECOVERED IN GOOD CONDITION.
 GQ0260'
 GQ0260'TO REACH FROM U.S. NATIONAL PARK SERVICE STATION, GO 4.8 MI ON
 GQ0260'STATE HWY. 67.  TURN RIGHT FOLLOWING RD. 1.8 MI E. TO RD. FORKS.
 GQ0260'TAKE LEFT FORK 1 MI TO RD. FORKS, TAKE LEFT FORK 0.7 MI TO RD.
 GQ0260'FORKS.  TAKE RIGHT FORK 0.6 MI TO T-JCT. AT EDGE OF RIM.  TURN LEFT
 GQ0260'AND FOLLOW TRACK RD. 2.8 MI N. TO END OF RD.  PACK N. ACROSS
 GQ0260'DRAIN TO TOP OF RIDGE.  FOLLOW RIDGE ABOUT 2.5 MI NE. KEEPING TO
 GQ0260'NORTH SIDE OF RIDGE TO SECOND PROMINENT TOP AND STATION.  ABOUT A
 GQ0260'1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1925 ***********************************************************************
 CZ1925  DESIGNATION -  NORTH HILL
 CZ1925  PID         -  CZ1925
 CZ1925  STATE/COUNTY-  AZ/PINAL
 CZ1925  USGS QUAD   -  DURHAM HILLS (1988)
 CZ1925
 CZ1925                         *CURRENT SURVEY CONTROL
 CZ1925  ___________________________________________________________________
 CZ1925* NAD 83(1992)-  32 44 51.36192(N)    111 08 44.92982(W)     ADJUSTED  
 CZ1925* NAVD 88     -       902.9    (meters)    2962.     (feet)  VERTCON   
 CZ1925  ___________________________________________________________________
 CZ1925  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 CZ1925  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CZ1925  HORZ ORDER  -  SECOND
 CZ1925
 CZ1925.The horizontal coordinates were established by classical geodetic methods
 CZ1925.and adjusted by the National Geodetic Survey in August 1993.
 CZ1925
 CZ1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1925
 CZ1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1925
 CZ1925.The geoid height was determined by GEOID03.
 CZ1925
 CZ1925;                    North         East     Units Scale Factor Converg.
 CZ1925;SPC AZ C     -   194,025.552   285,596.775   MT  0.99996432   +0 25 01.2
 CZ1925;SPC AZ C     -   636,566.77    936,997.29   iFT  0.99996432   +0 25 01.2
 CZ1925;UTM  12      - 3,623,315.883   486,340.021   MT  0.99960230   -0 04 44.0
 CZ1925
 CZ1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1925!SPC AZ C     -   0.99986279  x   0.99996432  =   0.99982712
 CZ1925!UTM  12      -   0.99986279  x   0.99960230  =   0.99946515
 CZ1925
 CZ1925:                Primary Azimuth Mark                     Grid Az
 CZ1925:SPC AZ C     -  T 59                                     030 45 55.9
 CZ1925:UTM  12      -  T 59                                     031 15 41.1
 CZ1925
 CZ1925|---------------------------------------------------------------------|
 CZ1925| PID    Reference Object                     Distance      Geod. Az  |
 CZ1925|                                                           dddmmss.s |
 CZ1925| CZ0428 T 59                                               0311057.1 |
 CZ1925| CH6002 NORTH HILL AZ MK RESET                             0531439.4 |
 CZ1925| CH6003 NORTH HILL RM 1                      11.245 METERS 13232     |
 CZ1925| CH6004 NORTH HILL RM 2                      19.442 METERS 28255     |
 CZ1925|---------------------------------------------------------------------|
 CZ1925
 CZ1925                          SUPERSEDED SURVEY CONTROL
 CZ1925
 CZ1925  NAD 83(1986)-  32 44 51.35546(N)    111 08 44.92770(W) AD(       ) 2
 CZ1925  NAD 27      -  32 44 51.10100(N)    111 08 42.53150(W) AD(       ) 2
 CZ1925  NGVD 29 (07/19/86)  902.3    (m)         2960.     (f) VERT ANG    3  
 CZ1925
 CZ1925.Superseded values are not recommended for survey control.
 CZ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1925.See file dsdata.txt to determine how the superseded data were derived.
 CZ1925
 CZ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8634023316(NAD 83)
 CZ1925_MARKER: DS = TRIANGULATION STATION DISK
 CZ1925_SETTING: 80 = SET IN A BOULDER
 CZ1925_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1925
 CZ1925  HISTORY     - Date     Condition        Report By
 CZ1925  HISTORY     - 1936     MONUMENTED       CGS
 CZ1925  HISTORY     - 1962     GOOD             CGS
 CZ1925  HISTORY     - 1968     GOOD             AMS
 CZ1925  HISTORY     - 1972     GOOD             AZHD
 CZ1925  HISTORY     - 1977     GOOD             NGS
 CZ1925
 CZ1925                          STATION DESCRIPTION
 CZ1925
 CZ1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1925'ABOUT 30 MILES NORTH AND 10 MILES WEST OF TUCSON, 25 MILES
 CZ1925'SOUTH OF FLORENCE, ON THE MOST NORTHERN OF A GROUP OF HILLS
 CZ1925'LYING ABOUT 1 MILE WEST OF U.S. HIGHWAY NO. 80, A HILL TO THE
 CZ1925'SOUTH BEING HIGHER.  MARKED BY A STANDARD BRONZE DISK.
 CZ1925'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ1925'REFERENCE DISK, IS 11.230 METERS (36.84 FEET) FROM
 CZ1925'STATION.  REFERENCE MARK NO. 2,
 CZ1925'A STANDARD BRONZE REFERENCE DISK, IS 19.482 METERS
 CZ1925'(63.92 FEET) FROM STATION.  THE
 CZ1925'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY
 CZ1925'BENCH MARK STAMPED T 59 1934, ABOUT 50 FEET EAST OF THE
 CZ1925'CENTERLINE OF U.S. HIGHWAY NO. 80, IS 0.7 MILE FROM STATION.
 CZ1925
 CZ1925                          STATION RECOVERY (1962)
 CZ1925
 CZ1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1925'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 CZ1925'2 WERE RECOVERED AS DESCRIBED.  A SEARCH WAS MADE FOR THE
 CZ1925'BENCH MARK THAT WAS FORMERLY USED AS THE AZIMUTH MARK, BUT IT
 CZ1925'WAS NOT RECOVERED, A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 CZ1925'HORIZONTAL MEASUREMENT TO REFERENCE MARK NO. 2 WAS FOUND IN
 CZ1925'ERROR.  A NEW DESCRIPTION FOLLOWS.
 CZ1925'
 CZ1925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CZ1925'80 AND 89 AND STATE HIGHWAY 77 AT ORACLE JUNCTION, GO NORTHWEST
 CZ1925'ON U.S. HIGHWAYS 80 AND 89 FOR 9.3 MILES TO A SIDE ROAD RIGHT
 CZ1925'AT A SERVICE STATION.  CONTINUE STRAIGHT AHEAD, NORTHWEST
 CZ1925'ON U.S. HIGHWAYS 80 AND 89 FOR 8.6 MILES TO A SIDE ROAD
 CZ1925'RIGHT.  CONTINUE STRAIGHT AHEAD NORTHWEST ON U.S. HIGHWAYS
 CZ1925'80 AND 89 FOR 0.8 MILE TO A SIDE ROAD LEFT AT A SIGN ARKOTA
 CZ1925'STEEL CORPORATION AND THE AZIMUTH MARK AS DESCRIBED.  TURN
 CZ1925'LEFT THROUGH A LOCKED GATE AND GO NORTHWEST ALONG A GRADED
 CZ1925'ROAD FOR 0.3 MILE TO THE ARKOTA STEEL CORP. OFFICE (THE KEY
 CZ1925'TO THE LOCKED GATE MAY BE OBTAINED HERE).  TURN A SHARP
 CZ1925'LEFT AND GO SOUTH ON A GRADED ROAD FOR 0.3 MILE TO A FORK.
 CZ1925'TAKE THE RIGHT FORK AND GO 0.5 MILE TO A DRY WASH AND THE
 CZ1925'END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 CZ1925'WEST TO THE TOP OF THE HILL AND THE STATION AS
 CZ1925'DESCRIBED, A 15 MINUTE PACK.
 CZ1925'
 CZ1925'THE STATION IS LOCATED ABOUT 38 MILES NORTH-NORTHWEST OF
 CZ1925'TUCSON, 23 MILES SOUTHEAST OF FLORENCE, 19 MILES NORTHWEST
 CZ1925'OF ORACLE JUNCTION, ON THE HIGHEST POINT OF THE MOST NORTHERLY
 CZ1925'OF A SMALL GROUP OF HILLS.  THE MARK IS A STANDARD DISK SET
 CZ1925'IN A DRILL HOLE IN A DEPRESSION IN OUTCROPPING BEDROCK AND
 CZ1925'IS STAMPED NORTH HILL 1936.
 CZ1925'
 CZ1925'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 CZ1925'IN A BOULDER WHICH IS ABOUT 6 FEET LOWER IN ELEVATION THAN
 CZ1925'THE STATION AND IS STAMPED NORTH HILL NO 1 1936.
 CZ1925'
 CZ1925'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 CZ1925'IN A BOULDER WHICH IS ABOUT 15 FEET LOWER IN ELEVATION THAN
 CZ1925'THE STATION AND IS STAMPED NORTH HILL NO 2 1936.
 CZ1925'
 CZ1925'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CZ1925'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 CZ1925'NORTH HILL 1936 RESET 1962.  IT IS 205 FEET SOUTHWEST OF THE
 CZ1925'CENTER OF U.S. HIGHWAY 80 AND 89, 17.3 FEET SOUTH-SOUTHEAST OF THE
 CZ1925'CENTER OF A METAL GATE, 2.6 FEET NORTH-NORTHWEST OF A METAL
 CZ1925'WITNESS POST AND 1.5 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE.
 CZ1925
 CZ1925                          STATION RECOVERY (1968)
 CZ1925
 CZ1925'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CS)
 CZ1925'STATION MARK AND R.M.S RECOVERED AND DESCRIPTION ADEQUATE.
 CZ1925'
 CZ1925'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 CZ1925
 CZ1925                          STATION RECOVERY (1972)
 CZ1925
 CZ1925'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1925'TO REACH RECOVERED AS DESCRIBED
 CZ1925'
 CZ1925'STATION MARK IN AND GOOD
 CZ1925'
 CZ1925'REFERENCE MARKS R.M. 1 AND R.M. 2 IN AND GOOD
 CZ1925'
 CZ1925'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
 CZ1925
 CZ1925                          STATION RECOVERY (1977)
 CZ1925
 CZ1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1925'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AS
 CZ1925'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES TO REFERENCE
 CZ1925'MARKS CHECKED WITHIN 22 SECONDS AND MEASUREMENTS TO REFERENCE MARKS
 CZ1925'CHECKED WITHIN 1.5 MM.
 CZ1925'
 CZ1925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES SE
 CZ1925'FLORENCE.
 CZ1925'
 CZ1925'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1123 ***********************************************************************
 ET1123  DESIGNATION -  NORTH MINGUS
 ET1123  PID         -  ET1123
 ET1123  STATE/COUNTY-  AZ/YAVAPAI
 ET1123  USGS QUAD   -  COTTONWOOD (1973)
 ET1123
 ET1123                         *CURRENT SURVEY CONTROL
 ET1123  ___________________________________________________________________
 ET1123* NAD 83(1992)-  34 42 32.84455(N)    112 06 48.37025(W)     ADJUSTED  
 ET1123* NAVD 88     -      2359.6    (meters)    7741.     (feet)  VERTCON   
 ET1123  ___________________________________________________________________
 ET1123  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 ET1123  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 ET1123  HORZ ORDER  -  THIRD
 ET1123
 ET1123.The horizontal coordinates were established by classical geodetic methods
 ET1123.and adjusted by the National Geodetic Survey in August 1993.
 ET1123
 ET1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1123
 ET1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1123
 ET1123.The geoid height was determined by GEOID03.
 ET1123
 ET1123;                    North         East     Units Scale Factor Converg.
 ET1123;SPC AZ C     -   411,325.833   195,335.727   MT  0.99990400   -0 06 43.4
 ET1123;SPC AZ C     - 1,349,494.20    640,865.25   iFT  0.99990400   -0 06 43.4
 ET1123;UTM  12      - 3,841,350.915   398,036.594   MT  0.99972814   -0 38 02.6
 ET1123
 ET1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1123!SPC AZ C     -   0.99963374  x   0.99990400  =   0.99953777
 ET1123!UTM  12      -   0.99963374  x   0.99972814  =   0.99936198
 ET1123
 ET1123:                Primary Azimuth Mark                     Grid Az
 ET1123:SPC AZ C     -  CHERRY                                   146 54 54.4
 ET1123:UTM  12      -  CHERRY                                   147 26 13.6
 ET1123
 ET1123|---------------------------------------------------------------------|
 ET1123| PID    Reference Object                     Distance      Geod. Az  |
 ET1123|                                                           dddmmss.s |
 ET1123| ET1120 CHERRY                              APPROX.12.6 KM 1464811.0 |
 ET1123| CS3988 NORTH MINGUS RM 2                     1.201 METERS 16432     |
 ET1123| CS3987 NORTH MINGUS RM 1                     2.694 METERS 25732     |
 ET1123|---------------------------------------------------------------------|
 ET1123
 ET1123                          SUPERSEDED SURVEY CONTROL
 ET1123
 ET1123  NAD 83(1986)-  34 42 32.84094(N)    112 06 48.36925(W) AD(       ) 3
 ET1123  NGVD 29 (04/23/90) 2358.7    (m)         7739.     (f) VERT ANG    3  
 ET1123
 ET1123.Superseded values are not recommended for survey control.
 ET1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1123.See file dsdata.txt to determine how the superseded data were derived.
 ET1123
 ET1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9803741351(NAD 83)
 ET1123_MARKER: DS = TRIANGULATION STATION DISK
 ET1123_SETTING: 80 = SET IN A BOULDER
 ET1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1123+STABILITY: SURFACE MOTION
 ET1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1123+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2008
 ET1123
 ET1123  HISTORY     - Date     Condition        Report By
 ET1123  HISTORY     - 1902     MONUMENTED       USGS
 ET1123  HISTORY     - 1943     GOOD             USGS
 ET1123  HISTORY     - 20080713 GOOD             GEOCAC
 ET1123
 ET1123                          STATION DESCRIPTION
 ET1123
 ET1123'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET1123'LOCATED 3 MI S. OF JEROME.  ON NORTH END OF MINGUS MESA.
 ET1123'
 ET1123'STATION MARK--STANDARD BRONZE TABLET STAMPED---5 13 1903 7721 VA---
 ET1123'IN MALPAIS.
 ET1123
 ET1123                          STATION RECOVERY (1943)
 ET1123
 ET1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 ET1123'RECOVERED AS DESCRIBED BY USGS.
 ET1123'
 ET1123'TO REACH FROM FIRST SUMMIT FROM PRESCOTT TOWARD JEROME, TAKE
 ET1123'T-RD. S. 1.5 MI, CONTINUE STRAIGHT AHEAD ON LEFT FORK (RIGHT FORK
 ET1123'TO YAEGER CANYON RANGER STATION) 0.7 MI.  TAKE DIM T-RD. LEFT (E.)
 ET1123'150 FT S. OF EARTH DAM 0.1 MI.  TAKE LEFT FORK 0.4 MI.  TAKE RIGHT
 ET1123'FORK 1 MI.  TAKE LEFT FORK 0.1 MI.  LEAVE TRUCK AT POINT WHERE
 ET1123'TRAIL CROSSES.  TURN LEFT (N.) AND WALK 900 FT TO STATION 15 FT S.
 ET1123'OF NORTH BREAK (ROCKY) AND 35 FT E. OF POINT WHERE FIRST
 ET1123'SWITCHBACK OF TRAIL DOWN NORTHEAST SPUR IS LOCATED.
 ET1123'
 ET1123'STATION MARK--ADDITIONALLY STAMPED---NORTH MINGUS 1943---.
 ET1123'
 ET1123'RM 1--COPPER NAIL AND WASHER IN NORTH BRANCH OF SCRUB YELLOW
 ET1123'PINE.
 ET1123'
 ET1123'RM 2--COPPER NAIL AND WASHER IN NORTHEAST SIDE OF SIGNAL TREE.
 ET1123
 ET1123                          STATION RECOVERY (2008)
 ET1123
 ET1123'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1169 ***********************************************************************
 ES1169  DESIGNATION -  NORTH PEAK
 ES1169  PID         -  ES1169
 ES1169  STATE/COUNTY-  AZ/GILA
 ES1169  USGS QUAD   -  NORTH PEAK (1973)
 ES1169
 ES1169                         *CURRENT SURVEY CONTROL
 ES1169  ___________________________________________________________________
 ES1169* NAD 83(1992)-  34 09 03.95330(N)    111 28 40.27070(W)     ADJUSTED  
 ES1169* NAVD 88     -      2271.2    (meters)    7451.     (feet)  VERTCON   
 ES1169  ___________________________________________________________________
 ES1169  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 ES1169  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ES1169  HORZ ORDER  -  THIRD
 ES1169
 ES1169.The horizontal coordinates were established by classical geodetic methods
 ES1169.and adjusted by the National Geodetic Survey in August 1993.
 ES1169
 ES1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1169
 ES1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1169
 ES1169.The geoid height was determined by GEOID03.
 ES1169
 ES1169;                    North         East     Units Scale Factor Converg.
 ES1169;SPC AZ E     -   350,189.288    92,449.390   MT  1.00008016   -0 44 10.2
 ES1169;SPC AZ E     - 1,148,914.99    303,311.65   iFT  1.00008016   -0 44 10.2
 ES1169;UTM  12      - 3,779,012.768   455,949.411   MT  0.99962392   -0 16 05.7
 ES1169
 ES1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1169!SPC AZ E     -   0.99964772  x   1.00008016  =   0.99972786
 ES1169!UTM  12      -   0.99964772  x   0.99962392  =   0.99927178
 ES1169
 ES1169                          SUPERSEDED SURVEY CONTROL
 ES1169
 ES1169  NAD 83(1992)-  34 09 03.94704(N)    111 28 40.27493(W) AD(       ) 3
 ES1169  NGVD 29 (10/09/91) 2270.4    (m)         7449.     (f) VERT ANG    3  
 ES1169
 ES1169.Superseded values are not recommended for survey control.
 ES1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1169.See file dsdata.txt to determine how the superseded data were derived.
 ES1169
 ES1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5594979013(NAD 83)
 ES1169_MARKER: DD = SURVEY DISK
 ES1169_SETTING: 66 = SET IN ROCK OUTCROP
 ES1169_SP_SET: SET IN BEDROCK
 ES1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1169+STABILITY: POSITION/ELEVATION WELL
 ES1169
 ES1169  HISTORY     - Date     Condition        Report By
 ES1169  HISTORY     - 1926     MONUMENTED       USFS
 ES1169  HISTORY     - 1966     GOOD             USGS
 ES1169
 ES1169                          STATION DESCRIPTION
 ES1169
 ES1169'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1169'RECOVERED AS DESCRIBED.
 ES1169'
 ES1169'LOCATED ON NORTH PEAK OF MAZATZALS, A SHARP, PROMINENT, ROCKY
 ES1169'POINT ON RIDGE EXTENDING EASTERLY ABOUT 0.5 MI FROM MAIN RIDGE.
 ES1169'POINT IS ACROSS SADDLE FROM MAIN RIDGE.
 ES1169'
 ES1169'REACHED BY HELICOPTER.
 ES1169'
 ES1169'TO REACH TAKE BARNHART TRAIL TO BAR T BAR CABIN.  GO OVER FOREST
 ES1169'SERVICE TRAIL ABOUT 4.5 MI N. TO TOP OF DIVIDE WHERE TRAIL DROPS
 ES1169'OFF TOWARD EAST VERDE, ABOUT 0.25 MI TO RIGHT OF TRAIL ON TOP OF
 ES1169'DIVIDE IS ROCKY RIDGE.  GO ALONG RIDGE ABOUT 2 MI, FROM THIS POINT
 ES1169'STATION CAN BE SEEN TO E. AND APPEARS AS AN ISOLATED PEAK
 ES1169'PROJECTING OUT FROM MAIN RIDGE.  HORSES MAY BE TAKEN TO STATION.
 ES1169'STATION CAN BE REACHED BY WAY OF EAST VERDE SETTLEMENT.  TAKE
 ES1169'DEADMAN TRAIL TO WHERE IT CROSSES SMALL RISE AT HEAD OF CITY
 ES1169'CREEK.  TAKE DIM TRAIL FOLLOWING RIDGE UP TO SADDLE BETWEEN MAIN
 ES1169'RIDGE AND STATION.
 ES1169'
 ES1169'STATION MARK--USFS DISK STAMPED---NORTH PEAK USFS 1926---, CEMENTED
 ES1169'IN SOLID ROCK.
 ES1169'
 ES1169'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0261 ***********************************************************************
 GQ0261  DESIGNATION -  NORTH RIM LOT
 GQ0261  PID         -  GQ0261
 GQ0261  STATE/COUNTY-  AZ/COCONINO
 GQ0261  USGS QUAD   -  LITTLE PARK LAKE (1988)
 GQ0261
 GQ0261                         *CURRENT SURVEY CONTROL
 GQ0261  ___________________________________________________________________
 GQ0261* NAD 83(1992)-  36 19 49.92369(N)    112 06 06.58128(W)     ADJUSTED  
 GQ0261* NAVD 88     -      2794.7    (meters)    9169.     (feet)  VERTCON   
 GQ0261  ___________________________________________________________________
 GQ0261  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 GQ0261  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 GQ0261  HORZ ORDER  -  THIRD
 GQ0261
 GQ0261.The horizontal coordinates were established by classical geodetic methods
 GQ0261.and adjusted by the National Geodetic Survey in August 1993.
 GQ0261
 GQ0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0261
 GQ0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0261
 GQ0261.The geoid height was determined by GEOID03.
 GQ0261
 GQ0261;                    North         East     Units Scale Factor Converg.
 GQ0261;SPC AZ C     -   591,201.912   196,736.758   MT  0.99990340   -0 06 34.9
 GQ0261;SPC AZ C     - 1,939,638.82    645,461.80   iFT  0.99990340   -0 06 34.9
 GQ0261;UTM  12      - 4,021,173.930   401,109.067   MT  0.99972049   -0 39 10.2
 GQ0261
 GQ0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0261!SPC AZ C     -   0.99956501  x   0.99990340  =   0.99946845
 GQ0261!UTM  12      -   0.99956501  x   0.99972049  =   0.99928562
 GQ0261
 GQ0261:                Primary Azimuth Mark                     Grid Az
 GQ0261:SPC AZ C     -  ANGEL                                    163 57 19.8
 GQ0261:UTM  12      -  ANGEL                                    164 29 55.1
 GQ0261
 GQ0261|---------------------------------------------------------------------|
 GQ0261| PID    Reference Object                     Distance      Geod. Az  |
 GQ0261|                                                           dddmmss.s |
 GQ0261| GQ0240 ANGEL                               APPROX.13.4 KM 1635044.9 |
 GQ0261|---------------------------------------------------------------------|
 GQ0261
 GQ0261                          SUPERSEDED SURVEY CONTROL
 GQ0261
 GQ0261  NAD 83(1986)-  36 19 49.92408(N)    112 06 06.58302(W) AD(       ) 3
 GQ0261  NGVD 29 (05/08/89) 2793.4    (m)         9165.     (f) VERT ANG    3  
 GQ0261
 GQ0261.Superseded values are not recommended for survey control.
 GQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0261.See file dsdata.txt to determine how the superseded data were derived.
 GQ0261
 GQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0110921174(NAD 83)
 GQ0261_MARKER: 57 = LOOKOUT TOWER
 GQ0261
 GQ0261  HISTORY     - Date     Condition        Report By
 GQ0261  HISTORY     - 1956     FIRST OBSERVED   USGS
 GQ0261
 GQ0261                          STATION DESCRIPTION
 GQ0261
 GQ0261'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0261'LOCATED ABOUT 8.6 MI N. OF U.S. NATIONAL PARK SERVICE
 GQ0261'HEADQUARTERS NORTH RIM, 1.1 MI E. OF USNPS ENTRANCE STATION ON
 GQ0261'STATE HWY. 67 AT CREST OF MAIN RIDGE.
 GQ0261'
 GQ0261'TO REACH FROM USNPS NORTH RIM HEADQUARTERS, DRIVE 11.6 MI N. ON
 GQ0261'STATE HWY. 67 TO NPS ENTRANCE STATION.  TURN RIGHT ON GRADED RD.
 GQ0261'1.5 MI TO USNPS STEEL LOT AND STATION.
 GQ0261'
 GQ0261'STATION MARK--CENTER OF USNPS STEEL LOT.
 GQ0261'
 GQ0261'RM 1--CHISELED CROSS ON OUTCROPPING LIMESTONE.
 GQ0261'
 GQ0261'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 14-INCH
 GQ0261'DOUGLAS FIR.
 GQ0261'
 GQ0261'NORTH RIM LO--USFS BRONZE DISK STAMPED---NORTH RIM L O 1936---,
 GQ0261'CEMENTED IN TOP OF STAIRWAY FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0273 ***********************************************************************
 GQ0273  DESIGNATION -  NORTH ROAD
 GQ0273  PID         -  GQ0273
 GQ0273  STATE/COUNTY-  AZ/COCONINO
 GQ0273  USGS QUAD   -  BUCK PASTURE CANYON (1988)
 GQ0273
 GQ0273                         *CURRENT SURVEY CONTROL
 GQ0273  ___________________________________________________________________
 GQ0273* NAD 83(1992)-  36 54 48.72504(N)    112 12 29.19660(W)     ADJUSTED  
 GQ0273* NAVD 88     -      1972.9    (meters)    6473.     (feet)  VERTCON   
 GQ0273  ___________________________________________________________________
 GQ0273  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 GQ0273  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 GQ0273  HORZ ORDER  -  SECOND
 GQ0273
 GQ0273.The horizontal coordinates were established by classical geodetic methods
 GQ0273.and adjusted by the National Geodetic Survey in August 1993.
 GQ0273
 GQ0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0273
 GQ0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0273
 GQ0273.The geoid height was determined by GEOID03.
 GQ0273
 GQ0273;                    North         East     Units Scale Factor Converg.
 GQ0273;SPC AZ C     -   655,915.084   187,391.348   MT  0.99990831   -0 10 30.2
 GQ0273;SPC AZ C     - 2,151,952.38    614,801.01   iFT  0.99990831   -0 10 30.2
 GQ0273;UTM  12      - 4,085,962.062   392,383.272   MT  0.99974267   -0 43 32.4
 GQ0273
 GQ0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0273!SPC AZ C     -   0.99969394  x   0.99990831  =   0.99960228
 GQ0273!UTM  12      -   0.99969394  x   0.99974267  =   0.99943669
 GQ0273
 GQ0273:                Primary Azimuth Mark                     Grid Az
 GQ0273:SPC AZ C     -  NORTH ROAD AZ MK                         003 06 49.4
 GQ0273:UTM  12      -  NORTH ROAD AZ MK                         003 39 51.6
 GQ0273
 GQ0273|---------------------------------------------------------------------|
 GQ0273| PID    Reference Object                     Distance      Geod. Az  |
 GQ0273|                                                           dddmmss.s |
 GQ0273| CH3815 NORTH ROAD AZ MK                                   0025619.2 |
 GQ0273| CH3816 NORTH ROAD RM 1                      21.030 METERS 18459     |
 GQ0273| CH3817 NORTH ROAD RM 2                      13.827 METERS 24218     |
 GQ0273|---------------------------------------------------------------------|
 GQ0273
 GQ0273                          SUPERSEDED SURVEY CONTROL
 GQ0273
 GQ0273  NAD 83(1986)-  36 54 48.72177(N)    112 12 29.18645(W) AD(       ) 2
 GQ0273  NAD 27      -  36 54 48.75700(N)    112 12 26.52100(W) AD(       ) 2
 GQ0273  NGVD 29 (07/19/86) 1971.8    (m)         6469.     (f) VERT ANG    3  
 GQ0273
 GQ0273.Superseded values are not recommended for survey control.
 GQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0273.See file dsdata.txt to determine how the superseded data were derived.
 GQ0273
 GQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9238385962(NAD 83)
 GQ0273_MARKER: DS = TRIANGULATION STATION DISK
 GQ0273_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0273_SP_SET: SET IN ROCK OUTCROP
 GQ0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0273+STABILITY: POSITION/ELEVATION WELL
 GQ0273
 GQ0273  HISTORY     - Date     Condition        Report By
 GQ0273  HISTORY     - 1933     MONUMENTED       USGS
 GQ0273  HISTORY     - 1953     GOOD             USGS
 GQ0273  HISTORY     - 1965     GOOD             CGS
 GQ0273
 GQ0273                          STATION DESCRIPTION
 GQ0273
 GQ0273'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0273'LOCATED 21.5 MI BY RD. E. OF FREDONIA, 0.5 MI S. OF NORTH RD. OR
 GQ0273'WINTER ROUTE TO GRAND CANYON BRIDGE.  ON FLAT-TOPPED,
 GQ0273'TIMBER-COVERED RIDGE JUST N. OF ROCK CANYON, ON HIGHEST PART OF
 GQ0273'RIDGE WHICH IS VERY ROCKY AT THIS POINT, 100 FT. N. OF DIM
 GQ0273'WOOD-HAULERS RD. WHICH TRAVERSES RIDGE.
 GQ0273'
 GQ0273'TO REACH FROM FREDONIA, FOLLOW U.S. HWY. 89 6.7 MI SE. TO FORKS
 GQ0273'OF NORTH RD. OR WINTER ROUTE.  TURN E. AND FOLLOW TO POINT ON TOP
 GQ0273'OF RIDGE 1 MI BEYOND TOP OF STEEP GRADE.  GO 0.9 MI S. ON DIM
 GQ0273'WOOD-HAULERS RD. TO STATION.
 GQ0273'
 GQ0273'STATION MARK--STANDARD TABLET STAMPED---NORTH ROAD 1933---,
 GQ0273'CEMENTED IN TOP OF LIMESTONE OUTCROP.
 GQ0273'
 GQ0273'RM 1--NAIL AND COPPER WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0273'PINON TREE.
 GQ0273'
 GQ0273'RM 2--NAIL AND COPPER WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0273'PINON TREE.
 GQ0273
 GQ0273                          STATION RECOVERY (1953)
 GQ0273
 GQ0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0273'THE STATION IS LOCATED ON A FLAT-TOPPED, TIMBER-COVERED RIDGE
 GQ0273'JUST NORTH OF ROCK CANYON.  IT IS ON THE HIGHEST POINT OF THE
 GQ0273'RIDGE WHICH IS VERY ROCKY.  IT IS ABOUT 18 MILES, AIRLINE,
 GQ0273'EAST OF FREDONIA, ARIZONA, 1.0 MILE SOUTH OF AN OLD ROAD AND
 GQ0273'ABOUT 100 FEET NORTH OF A VERY DIM TRACK ROAD.  THE OLD ROAD IS
 GQ0273'KNOWN AS THE NORTH ROAD OR THE WINTER ROUTE TO THE GRAND
 GQ0273'CANYON BRIDGE.
 GQ0273'
 GQ0273'TO REACH FROM THE ARIZONA CHECKING STATION IN FREDONIA GO
 GQ0273'SOUTHEAST ON U.S. HIGHWAY 89 FOR 6.4 MILES TO A SIDE ROAD
 GQ0273'LEFT AND A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE GRADED
 GQ0273'ROAD, PASSING THROUGH TWO GATES AND CROSSING TWO CATTLE GUARDS,
 GQ0273'FOR 12.5 MILES TO THE TOP OF A STEEP GRADE.  CONTINUE FOR
 GQ0273'0.4 MILE TO A LEVEL SPOT AND THE AZIMUTH MARK ON THE LEFT.
 GQ0273'CONTINUE EAST FOR 0.6 MILE TO A U.S.G.S. BENCH MARK, H 20
 GQ0273'ELEVATION 6438 SET IN A PRECAST CONCRETE POST.  THE BENCH
 GQ0273'MARK IS ON THE RIGHT OF THE ROAD AND A TRIANGULAR-BLAZED TREE
 GQ0273'ON THE LEFT.  TURN RIGHT ONTO A VERY DIM TRACK ROAD AND GO
 GQ0273'SOUTH FOR 0.3 MILE TO A TRIANGULAR-BLAZED TREE ON THE EDGE
 GQ0273'OF A SMALL VALLEY.  TURN SLIGHTLY LEFT AND CONTINUE IN A
 GQ0273'SOUTHERLY DIRECTION, CROSSING THE VALLEY, UP AND ALONG A RIDGE
 GQ0273'FOR 0.6 MILE TO THE STATION.
 GQ0273'
 GQ0273'THE STATION IS A U.S.G.S. BENCH MARK AND IS STAMPED NORTH
 GQ0273'ROAD 1933.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 GQ0273'PROJECTS 6 INCHES.  IT IS ON THE WEST SLOPE OF THE KAIBAB
 GQ0273'NATIONAL FOREST ABOUT 1.0 MILE EAST OF WHERE THE HILLS DROP
 GQ0273'SHARPLY TO THE VALLEY BELOW.  IT IS 12 FEET EAST OF A WHITE
 GQ0273'WITNESS POST.
 GQ0273'
 GQ0273'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NORTH ROAD USGS
 GQ0273'NO 1 1953.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 GQ0273'IS FLUSH.
 GQ0273'
 GQ0273'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NORTH ROAD USGS
 GQ0273'NO 2 1953.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 GQ0273'PROJECTS 2 INCHES.
 GQ0273'
 GQ0273'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORTH ROAD USGS
 GQ0273'1953.  IT IS BRAZED TO A 2-INCH SOIL PIPE WHICH IS SET IN
 GQ0273'THE GROUND AND PROJECTS 8 INCHES.  IT IS 12 FEET NORTH OF THE
 GQ0273'CENTER OF THE ROAD LEADING TO THE STATION.  IT IS 0.1 MILE
 GQ0273'EAST OF THE POINT IN THE ROAD WHERE IT REACHES THE TOP OF
 GQ0273'THE HILL, AND IS 6 FEET EAST OF A WHITE WITNESS POST.
 GQ0273
 GQ0273                          STATION RECOVERY (1965)
 GQ0273
 GQ0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0273'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 GQ0273'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0940 ***********************************************************************
 DW0940  DESIGNATION -  NORTH TRIGO
 DW0940  PID         -  DW0940
 DW0940  STATE/COUNTY-  AZ/LA PAZ
 DW0940  USGS QUAD   -  NORTH TRIGO PEAKS (1986)
 DW0940
 DW0940                         *CURRENT SURVEY CONTROL
 DW0940  ___________________________________________________________________
 DW0940* NAD 83(1992)-  33 28 00.56892(N)    114 25 09.28815(W)     ADJUSTED  
 DW0940* NAVD 88     -       662.1    (meters)    2172.     (feet)  VERTCON   
 DW0940  ___________________________________________________________________
 DW0940  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DW0940  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0940  HORZ ORDER  -  SECOND
 DW0940
 DW0940.The horizontal coordinates were established by classical geodetic methods
 DW0940.and adjusted by the National Geodetic Survey in August 1993.
 DW0940
 DW0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0940
 DW0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0940
 DW0940.The geoid height was determined by GEOID03.
 DW0940
 DW0940;                    North         East     Units Scale Factor Converg.
 DW0940;SPC AZ W     -   273,730.723   151,151.771   MT  0.99998103   -0 22 08.7
 DW0940;SPC AZ W     -   898,066.68    495,904.76   iFT  0.99998103   -0 22 08.7
 DW0940;UTM  11      - 3,706,020.991   739,837.660   MT  1.00030923   +1 25 25.8
 DW0940
 DW0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0940!SPC AZ W     -   0.99990115  x   0.99998103  =   0.99988218
 DW0940!UTM  11      -   0.99990115  x   1.00030923  =   1.00021035
 DW0940
 DW0940:                Primary Azimuth Mark                     Grid Az
 DW0940:SPC AZ W     -  NORTH TRIGO AZ MK                        112 23 57.2
 DW0940:UTM  11      -  NORTH TRIGO AZ MK                        110 36 22.7
 DW0940
 DW0940|---------------------------------------------------------------------|
 DW0940| PID    Reference Object                     Distance      Geod. Az  |
 DW0940|                                                           dddmmss.s |
 DW0940| CE9873 NORTH TRIGO AZ MK                                  1120148.5 |
 DW0940| CE9874 NORTH TRIGO RM 1                      6.051 METERS 19103     |
 DW0940| CE9875 NORTH TRIGO RM 2                                   30352     |
 DW0940| DW0939 NORTH TRIGO CAIRN                     4.280 METERS 33306     |
 DW0940|---------------------------------------------------------------------|
 DW0940
 DW0940                          SUPERSEDED SURVEY CONTROL
 DW0940
 DW0940  NAD 83(1986)-  33 28 00.56585(N)    114 25 09.29349(W) AD(       ) 2
 DW0940  NAD 27      -  33 28 00.46400(N)    114 25 06.47300(W) AD(       ) 2
 DW0940  NGVD 29 (07/19/86)  661.4    (m)         2170.     (f) VERT ANG    3  
 DW0940
 DW0940.Superseded values are not recommended for survey control.
 DW0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0940.See file dsdata.txt to determine how the superseded data were derived.
 DW0940
 DW0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3983806021(NAD 83)
 DW0940_MARKER: DS = TRIANGULATION STATION DISK
 DW0940_SETTING: 66 = SET IN ROCK OUTCROP
 DW0940
 DW0940  HISTORY     - Date     Condition        Report By
 DW0940  HISTORY     - 1949     MONUMENTED       CGS
 DW0940  HISTORY     - 1965     GOOD             AMS
 DW0940  HISTORY     - 1972     GOOD             AZHD
 DW0940
 DW0940                          STATION DESCRIPTION
 DW0940
 DW0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0940'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTHEAST OF
 DW0940'EHRENBERG ON THE HIGHEST PEAK OF THREE THAT MAKE UP THE NORTH
 DW0940'TRIGO MOUNTAIN.  THE STATION MARK PROJECTS 8 INCHES, IS SET
 DW0940'14 FEET SOUTH-SOUTHEAST OF A CAIRN THAT IS ON THE HIGHEST
 DW0940'POINT OF PEAK AND IS BELIEVED TO BE U.S. GEOLOGICAL SURVEY
 DW0940'STATION SOUTH.  THE STATION MARK IS STAMPED, NORTH TRIGO 1949.
 DW0940'
 DW0940'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 3 FEET LOWER THAN
 DW0940'THE STATION MARK AND IS STAMPED, NORTH TRIGO NO 1 1949.
 DW0940'
 DW0940'REFERENCE MARK NO. 2 IS SET FLUSH 3 FEET LOWER THAN THE STATION
 DW0940'MARK AND IS STAMPED, NORTH TRIGO NO 2 1949.
 DW0940'
 DW0940'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET ON A SMALL ROCKY
 DW0940'RIDGE, 0.1 MILE SOUTH OF A BLADED ROAD, 100 YARDS SOUTH OF A
 DW0940'PINK AND WHITE COLORED HILL, 3 FEET SOUTH OF A CAIRN AND 3
 DW0940'FEET NORTH OF A WHITE WITNESS POST.  IT IS STAMPED, NORTH
 DW0940'TRIGO 1949.
 DW0940'
 DW0940'TO REACH THE STATION FROM THE ARIZONA QUARANTINE STATION IN
 DW0940'EHRENBERG.  GO EAST ON U.S. HIGHWAY 60, 0.5 MILE TO A GRAVEL
 DW0940'ROAD RIGHT AT SIGN, CIBOLTURN RIGHT, GO 10.6 MILES TO A
 DW0940'ROAD LEFT AT SIGN, TRIGO.  TURN LEFT, GO 1.1 MILE TO A ROAD
 DW0940'RIGHT.  CONTINUE STRAIGHT AHEAD 0.2 MILE TO A FORK.  TURN RIGHT.
 DW0940'GO 0.9 MILE TO A FORK.  TURN LEFT, FOLLOW MAIN ROAD 3.3 MILES
 DW0940'TO A BLADED ROAD LEFT.  CONTINUE STRAIGHT AHEAD 0.5 MILE, THEN
 DW0940'TURN RIGHT OFF ROAD AND FOLLOW UP RIDGE ABOUT 0.45 MILE TO
 DW0940'END OF TRUCK TRAVEL.  WALK UP STEEP SLOPE WESTERLY TO TOP OF
 DW0940'RIDGE JUST TO THE RIGHT OF A LIGHT COLORED SADDLE.  BEAR
 DW0940'RIGHT AND FOLLOW TOP OF RIDGE TO HIGHEST POINT AND STATION.
 DW0940'A 1 HOUR PACK.
 DW0940'
 DW0940'TO REACH THE AZIMUTH MARK FROM THE LAST BLADED ROAD MENTIONED
 DW0940'ABOVE.  TURN LEFT ON BLADED ROAD, GO 0.5 MILE THEN TURN RIGHT,
 DW0940'GO 0.1 MILE TO TOP OF RIDGE AND MARK.
 DW0940
 DW0940                          STATION RECOVERY (1965)
 DW0940
 DW0940'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0940'STATION, AZIMUTH MARK AND REFERENCE MARK WERE RECOVERED IN
 DW0940'GOOD CONDITION.
 DW0940'
 DW0940'REVISED TO REACH DESCRIPTION--DELETE TRIGO SIGN.  CORRECT 3.3
 DW0940'MILES TO READ 3.65 MILES.
 DW0940
 DW0940                          STATION RECOVERY (1972)
 DW0940
 DW0940'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DW0940'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DW0940'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DW0940'THE FOLLOWING NOTES ARE ADDED ON REACHING THE STATION.  DELETE
 DW0940'THE SIGNS TRIGO AND CIBOLA FROM THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0939 ***********************************************************************
 DW0939  DESIGNATION -  NORTH TRIGO CAIRN
 DW0939  PID         -  DW0939
 DW0939  STATE/COUNTY-  AZ/LA PAZ
 DW0939  USGS QUAD   -  NORTH TRIGO PEAKS (1986)
 DW0939
 DW0939                         *CURRENT SURVEY CONTROL
 DW0939  ___________________________________________________________________
 DW0939* NAD 83(1992)-  33 28 00.69280(N)    114 25 09.36316(W)     ADJUSTED  
 DW0939* NAVD 88     -       662.     (meters)    2172.     (feet)  SCALED    
 DW0939  ___________________________________________________________________
 DW0939  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DW0939  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0939  HORZ ORDER  -  THIRD
 DW0939
 DW0939.The horizontal coordinates were established by classical geodetic methods
 DW0939.and adjusted by the National Geodetic Survey in August 1993.
 DW0939
 DW0939.The orthometric height was scaled from a topographic map.
 DW0939
 DW0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0939
 DW0939.The geoid height was determined by GEOID03.
 DW0939
 DW0939;                    North         East     Units Scale Factor Converg.
 DW0939;SPC AZ W     -   273,734.552   151,149.858   MT  0.99998103   -0 22 08.7
 DW0939;SPC AZ W     -   898,079.24    495,898.48   iFT  0.99998103   -0 22 08.7
 DW0939;UTM  11      - 3,706,024.760   739,835.629   MT  1.00030922   +1 25 25.8
 DW0939
 DW0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0939!SPC AZ W     -   0.99990122  x   0.99998103  =   0.99988225
 DW0939!UTM  11      -   0.99990122  x   1.00030922  =   1.00021040
 DW0939
 DW0939                          SUPERSEDED SURVEY CONTROL
 DW0939
 DW0939  NAD 83(1986)-  33 28 00.68973(N)    114 25 09.36850(W) AD(       ) 4
 DW0939  NAD 27      -  33 28 00.58800(N)    114 25 06.54800(W) AD(       ) 3
 DW0939
 DW0939.Superseded values are not recommended for survey control.
 DW0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0939.See file dsdata.txt to determine how the superseded data were derived.
 DW0939
 DW0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT3983606025(NAD 83)
 DW0939_MARKER: 72 = CAIRN
 DW0939
 DW0939  HISTORY     - Date     Condition        Report By
 DW0939  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0939
 DW0939                          STATION DESCRIPTION
 DW0939
 DW0939'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2280 ***********************************************************************
 DU2280  DESIGNATION -  NORTHEAST STATION
 DU2280  PID         -  DU2280
 DU2280  STATE/COUNTY-  AZ/GILA
 DU2280  USGS QUAD   -  GLOBE (1982)
 DU2280
 DU2280                         *CURRENT SURVEY CONTROL
 DU2280  ___________________________________________________________________
 DU2280* NAD 83(1992)-  33 25 34.83970(N)    110 45 27.40524(W)     ADJUSTED  
 DU2280* NAVD 88     -      1409.6    (meters)    4625.     (feet)  VERTCON   
 DU2280  ___________________________________________________________________
 DU2280  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 DU2280  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU2280  HORZ ORDER  -  THIRD
 DU2280
 DU2280.The horizontal coordinates were established by classical geodetic methods
 DU2280.and adjusted by the National Geodetic Survey in August 1993.
 DU2280
 DU2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2280
 DU2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2280
 DU2280.The geoid height was determined by GEOID03.
 DU2280
 DU2280;                    North         East     Units Scale Factor Converg.
 DU2280;SPC AZ E     -   269,188.039   158,406.453   MT  0.99993722   -0 19 31.9
 DU2280;SPC AZ E     -   883,162.86    519,706.21   iFT  0.99993722   -0 19 31.9
 DU2280;UTM  12      - 3,698,579.396   522,533.323   MT  0.99960626   +0 08 00.7
 DU2280
 DU2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2280!SPC AZ E     -   0.99978301  x   0.99993722  =   0.99972025
 DU2280!UTM  12      -   0.99978301  x   0.99960626  =   0.99938936
 DU2280
 DU2280                          SUPERSEDED SURVEY CONTROL
 DU2280
 DU2280  NAD 83(1986)-  33 25 34.83936(N)    110 45 27.40671(W) AD(       ) 3
 DU2280  NGVD 29 (04/26/91) 1409.0    (m)         4623.     (f) VERT ANG    3  
 DU2280
 DU2280.Superseded values are not recommended for survey control.
 DU2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2280.See file dsdata.txt to determine how the superseded data were derived.
 DU2280
 DU2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2253398579(NAD 83)
 DU2280_MARKER: DD = SURVEY DISK
 DU2280_SETTING: 80 = SET IN A BOULDER
 DU2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2280+STABILITY: SURFACE MOTION
 DU2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2280+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU2280
 DU2280  HISTORY     - Date     Condition        Report By
 DU2280  HISTORY     - 1899     MONUMENTED       USGS
 DU2280  HISTORY     - 19950725 GOOD             USPSQD
 DU2280  HISTORY     - 20061112 GOOD             GEOCAC
 DU2280
 DU2280                          STATION DESCRIPTION
 DU2280
 DU2280'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2280'LOCATED ABOUT 0.9 MI SE. OF BLACK HAWK TRIANGULATION STATION.  ON
 DU2280'SUMMIT OF HIGHEST HILL.
 DU2280'
 DU2280'TO REACH NOT GIVEN.
 DU2280'
 DU2280'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN ROCK.
 DU2280'
 DU2280'RMS--NONE SET.
 DU2280
 DU2280                          STATION RECOVERY (1995)
 DU2280
 DU2280'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2280'RECOVERED IN GOOD CONDITION.
 DU2280
 DU2280                          STATION RECOVERY (2006)
 DU2280
 DU2280'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2280'RECOVERED AS DESCRIBED, THE MARK IS IN GOOD CONDITION.
 DU2280'THE ROADS IN THE AREA HAVE BEEN CHANGED, AND A NEW TO REACH FOLLOWS.
 DU2280'FROM THE GILA COUNTY COURTHOUSE IN GLOBE, TRAVEL 1.75 MILES WEST ON US
 DU2280'60 TO THE INTERSECTION WITH BROAD STREET ON THE RIGHT. TURN RIGHT ON
 DU2280'BROAD STREET AND PROCEED 0.16 MILES TO THE INTERSECTION OF YUMA STREET
 DU2280'ON THE LEFT. TURN LEFT AND PROCEED 0.27 MILES TO A FOUR-WAY STOP AT
 DU2280'HIGH STREET.
 DU2280'JOG LEFT, AND THEN RIGHT AGAIN, TO PROCEED NORTHEASTWARD ON COPPER
 DU2280'HILL ROAD. CONTINUE ON COPPER HILL ROAD FOR 2.15 MILES TO THE JUNCTION
 DU2280'OF BLACK PEAK ROAD, ON THE LEFT. CONTINUE ON COPPER HILLS ROAD FOR
 DU2280'0.11 MILES TO THE INTERSECTION OF OMEGA DRIVE. TURN RIGHT ON OMEGA
 DU2280'DRIVE AND PROCEED 0.13 MILES TO THE END OF TRUCK TRAVEL.
 DU2280'PACK 0.16 MILES UP-CANYON, THEN PROCEEDING EAST TO THE TOP OF THE
 DU2280'MOUNTAIN AND THE MARK NEAR THE SUMMIT. NOTE THERE ARE MULTIPLE MINING
 DU2280'EXCAVATIONS ALONG THE SUMMIT RIDGE, AND DUE CARE SHOULD BE EXERCISED
 DU2280'TO AVOID THEM. A 40 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1088 ***********************************************************************
 ET1088  DESIGNATION -  NORTHERN ONE OF TWO DOME PEAKS
 ET1088  PID         -  ET1088
 ET1088  STATE/COUNTY-  AZ/MOHAVE
 ET1088  USGS QUAD   -  CASTANEDA HILLS (1990)
 ET1088
 ET1088                         *CURRENT SURVEY CONTROL
 ET1088  ___________________________________________________________________
 ET1088* NAD 83(1992)-  34 26 20.38331(N)    113 57 44.78728(W)     ADJUSTED  
 ET1088* NAVD 88     -              **(meters)            **(feet)            
 ET1088  ___________________________________________________________________
 ET1088  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 ET1088  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 ET1088  HORZ ORDER  -  THIRD
 ET1088
 ET1088.The horizontal coordinates were established by classical geodetic methods
 ET1088.and adjusted by the National Geodetic Survey in August 1993.
 ET1088
 ET1088
 ET1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1088
 ET1088.The geoid height was determined by GEOID03.
 ET1088
 ET1088;                    North         East     Units Scale Factor Converg.
 ET1088;SPC AZ W     -   381,378.319   193,836.515   MT  0.99993803   -0 07 12.5
 ET1088;SPC AZ W     - 1,251,241.20    635,946.57   iFT  0.99993803   -0 07 12.5
 ET1088;UTM  12      - 3,814,814.426   227,796.307   MT  1.00051341   -1 40 34.9
 ET1088;UTM  11      - 3,815,019.065   779,108.240   MT  1.00056034   +1 43 08.2
 ET1088
 ET1088                          SUPERSEDED SURVEY CONTROL
 ET1088
 ET1088  NAD 83(1986)-  34 26 20.38492(N)    113 57 44.79802(W) AD(       ) 4
 ET1088  NAD 27      -  34 26 20.34000(N)    113 57 41.99500(W) AD(       ) 3
 ET1088
 ET1088.Superseded values are not recommended for survey control.
 ET1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1088.See file dsdata.txt to determine how the superseded data were derived.
 ET1088
 ET1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2779614814(NAD 83)
 ET1088_MARKER: 03 = MOUNTAIN PEAK
 ET1088
 ET1088  HISTORY     - Date     Condition        Report By
 ET1088  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1088
 ET1088                          STATION DESCRIPTION
 ET1088
 ET1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1088'THE STATION IS ABOUT 20-1/2 MILES WEST BY SOUTH OF SIGNAL, 26
 ET1088'MILES NORTHEAST OF PARKER, 35 MILES SOUTH-SOUTHEAST OF YUCCA
 ET1088'AND AT THE SOUTHERN END OF A BROAD FLAT VALLEY KNOWN AS
 ET1088'DUTCH FLATS.
 ET1088'
 ET1088'THE STATION IS THE CENTER OF THE TOP OF A DOME-SHAPED PEAK
 ET1088'WHICH FORMS THE SUMMIT OF A DARK ROCKY MOUNTAIN.
 ET1088'
 ET1088'THERE IS A SIMILAR SHAPED PEAK ABOUT 1/2 MILE SOUTH BY EAST
 ET1088'WHICH IS APPROXIMATELY THE SAME HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1840 ***********************************************************************
 DV1840  DESIGNATION -  NOSE
 DV1840  PID         -  DV1840
 DV1840  STATE/COUNTY-  AZ/MARICOPA
 DV1840  USGS QUAD   -  COTTON CENTER (1973)
 DV1840
 DV1840                         *CURRENT SURVEY CONTROL
 DV1840  ___________________________________________________________________
 DV1840* NAD 83(1992)-  33 05 08.47372(N)    112 43 46.60749(W)     ADJUSTED  
 DV1840* NAVD 88     -       716.7    (meters)    2351.     (feet)  VERTCON   
 DV1840  ___________________________________________________________________
 DV1840  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DV1840  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1840  HORZ ORDER  -  THIRD
 DV1840
 DV1840.The horizontal coordinates were established by classical geodetic methods
 DV1840.and adjusted by the National Geodetic Survey in August 1993.
 DV1840
 DV1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1840
 DV1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1840
 DV1840.The geoid height was determined by GEOID03.
 DV1840
 DV1840;                    North         East     Units Scale Factor Converg.
 DV1840;SPC AZ C     -   231,547.666   137,467.608   MT  0.99997099   -0 26 37.7
 DV1840;SPC AZ C     -   759,670.82    451,009.21   iFT  0.99997099   -0 26 37.7
 DV1840;UTM  12      - 3,662,116.625   338,573.119   MT  0.99992130   -0 56 39.8
 DV1840
 DV1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1840!SPC AZ C     -   0.99989238  x   0.99997099  =   0.99986338
 DV1840!UTM  12      -   0.99989238  x   0.99992130  =   0.99981369
 DV1840
 DV1840|---------------------------------------------------------------------|
 DV1840| PID    Reference Object                     Distance      Geod. Az  |
 DV1840|                                                           dddmmss.s |
 DV1840| DV1851 NOSE RM 1                             6.670 METERS 18141     |
 DV1840| DV1852 NOSE RM 2                             3.360 METERS 25821     |
 DV1840| DV1838 GILA PEAK                           APPROX.17.1 KM 3015641.0 |
 DV1840|---------------------------------------------------------------------|
 DV1840
 DV1840                          SUPERSEDED SURVEY CONTROL
 DV1840
 DV1840  NAD 83(1986)-  33 05 08.46827(N)    112 43 46.61219(W) AD(       ) 3
 DV1840  NGVD 29 (12/08/88)  716.1    (m)         2349.     (f) VERT ANG    3  
 DV1840
 DV1840.Superseded values are not recommended for survey control.
 DV1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1840.See file dsdata.txt to determine how the superseded data were derived.
 DV1840
 DV1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3857362117(NAD 83)
 DV1840_MARKER: DS = TRIANGULATION STATION DISK
 DV1840_SETTING: 80 = SET IN A BOULDER
 DV1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1840+STABILITY: SURFACE MOTION
 DV1840
 DV1840  HISTORY     - Date     Condition        Report By
 DV1840  HISTORY     - 1949     MONUMENTED       USGS
 DV1840  HISTORY     - 1973     GOOD             USGS
 DV1840
 DV1840                          STATION DESCRIPTION
 DV1840
 DV1840'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1840'LOCATED ABOUT 9.0 MI N. OF GILA BEND.  ON HIGH POINT OF MOUNTAINS.
 DV1840'
 DV1840'STATION MARK--STANDARD TABLET STAMPED---NOSE 1949---, CEMENTED IN
 DV1840'BOULDER.
 DV1840'
 DV1840'RM 1--STANDARD RM TABLET STAMPED---NOSE NO 1 1949---, CEMENTED IN
 DV1840'BOULDER.
 DV1840'
 DV1840'RM 2--STANDARD RM TABLET STAMPED---NOSE NO 2 1949---, CEMENTED IN
 DV1840'BOULDER.
 DV1840
 DV1840                          STATION RECOVERY (1973)
 DV1840
 DV1840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1840'RECOVERED AS DESCRIBED BY USGS.
 DV1840'
 DV1840'TO REACH FROM POST OFFICE AT GILA BEND, GO 0.05 MI E. ON PAPOGO
 DV1840'ST.  TURN RIGHT 0.1 MI S. ON MARTIN ST.  TURN LEFT 0.9 MI E. ON
 DV1840'PIMA ST. (ALSO U.S. HWY. 80) TO T-RD.  TURN LEFT 10.1 MI N. ON
 DV1840'OLD U.S. HWY. 80 TO T-RD.  TURN LEFT 2.3 MI W. ON GRAVEL RD.
 DV1840'ACROSS GILA RIVER TO RANCH.  TURN RIGHT 0.95 MI N. ON GRAVEL RD.
 DV1840'TO RD. FORK.  TURN LEFT 0.7 MI W. ON SECONDARY RD. TO LARGE
 DV1840'PROSPECT AND END OF TRUCK TRAVEL.  PACK 0.2 MI W. UP CANYON THENCE
 DV1840'LEFT UP CANYON SW. TO STATION ON HIGHEST TOP OF SECOND PEAK N. OF
 DV1840'HEAD OF SW.-NE. CANYON.  A 1 HOUR 25 MINUTE-PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0130 ***********************************************************************
 CH0130  DESIGNATION -  NQ 126 A
 CH0130  PID         -  CH0130
 CH0130  STATE/COUNTY-  AZ/PIMA
 CH0130  USGS QUAD   -  LUKEVILLE (1988)
 CH0130
 CH0130                         *CURRENT SURVEY CONTROL
 CH0130  ___________________________________________________________________
 CH0130* NAD 83(1986)-  31 52 49.     (N)    112 49 07.     (W)     SCALED    
 CH0130* NAVD 88     -       426.575  (meters)    1399.52   (feet)  ADJUSTED  
 CH0130  ___________________________________________________________________
 CH0130  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 CH0130  DYNAMIC HT  -         426.020 (meters)    1397.70  (feet)  COMP
 CH0130  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 CH0130
 CH0130  VERT ORDER  -  FIRST     CLASS II
 CH0130
 CH0130.The horizontal coordinates were scaled from a topographic map and have
 CH0130.an estimated accuracy of +/- 6 seconds.
 CH0130
 CH0130.The orthometric height was determined by differential leveling
 CH0130.and adjusted in June 1991.
 CH0130
 CH0130.The geoid height was determined by GEOID03.
 CH0130
 CH0130.The dynamic height is computed by dividing the NAVD 88
 CH0130.geopotential number by the normal gravity value computed on the
 CH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0130.degrees latitude (g = 980.6199 gals.).
 CH0130
 CH0130.The modeled gravity was interpolated from observed gravity values.
 CH0130
 CH0130;                    North         East    Units  Estimated Accuracy
 CH0130;SPC AZ C     -    97,950.      128,030.      MT  (+/- 180 meters Scaled)
 CH0130
 CH0130                          SUPERSEDED SURVEY CONTROL
 CH0130
 CH0130.No superseded survey control is available for this station.
 CH0130
 CH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA279286(NAD 83)
 CH0130_MARKER: DB = BENCH MARK DISK
 CH0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CH0130_SP_SET: BOUNDARY MONUMENT FOUNDATION
 CH0130_STAMPING: NQ 126 A 1969
 CH0130_MARK LOGO: NONE  
 CH0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0130+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2008
 CH0130
 CH0130  HISTORY     - Date     Condition        Report By
 CH0130  HISTORY     - 1969     MONUMENTED       RBNF
 CH0130  HISTORY     - 1981     GOOD             NGS
 CH0130  HISTORY     - 19990418 GOOD             NGS
 CH0130  HISTORY     - 20061112 GOOD             USPSQD
 CH0130  HISTORY     - 20080113 GOOD             GEOCAC
 CH0130
 CH0130                          STATION DESCRIPTION
 CH0130
 CH0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CH0130'IN LUKEVILLE.
 CH0130'IN LUKEVILLE, AT THE INTERNATIONAL BORDER OF THE U.S. AND MEXICO,
 CH0130'SET IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 CH0130'BOUNDARY MONUMENT NUMBER 167, ALSO 0.2 KM (0.1 MI) WEST OF BENCH MARK
 CH0130'D 111, 1.2 M (4.0 FT) SOUTH OF THE BORDER FENCE. NOTE-THIS MARK IS IN
 CH0130'MEXICO, THE AGENCY ON THE DISK IS-INSTITUTODE DE GEOFISICA U.N.A.M.
 CH0130'DEPARTMENTO CARTOGRAFICO MILITAR.
 CH0130'THE MARK IS 0.3 M ABOVE THE GROUND.
 CH0130
 CH0130                          STATION RECOVERY (1999)
 CH0130
 CH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 CH0130'DISK IS STAMPED 'NO 126A', NOT 'NQ 126A.'  THIS IS GRAVITY BASE
 CH0130'STATIONS SONOITA AND LUKEVILLE.
 CH0130
 CH0130                          STATION RECOVERY (2006)
 CH0130
 CH0130'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0130'RECOVERED IN GOOD CONDITION.
 CH0130
 CH0130                          STATION RECOVERY (2008)
 CH0130
 CH0130'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 CH0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4803 ***********************************************************************
 AE4803  DESIGNATION -  NR01
 AE4803  PID         -  AE4803
 AE4803  STATE/COUNTY-  AZ/MARICOPA
 AE4803  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AE4803
 AE4803                         *CURRENT SURVEY CONTROL
 AE4803  ___________________________________________________________________
 AE4803* NAD 83(2007)-  33 58 11.17048(N)    112 07 18.16850(W)     ADJUSTED  
 AE4803* NAVD 88     -       694.5    (meters)    2279.     (feet)  VERTCON   
 AE4803  ___________________________________________________________________
 AE4803  EPOCH DATE  -        2007.00
 AE4803  X           -  -1,994,224.517 (meters)                     COMP
 AE4803  Y           -  -4,905,848.395 (meters)                     COMP
 AE4803  Z           -   3,544,038.247 (meters)                     COMP
 AE4803  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 AE4803  ELLIP HEIGHT-         665.990 (meters)          (02/10/07) ADJUSTED
 AE4803  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AE4803
 AE4803  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4803  Type    PID    Designation                      North   East  Ellip
 AE4803  -------------------------------------------------------------------
 AE4803  NETWORK AE4803 NR01                              0.67   0.49   1.12
 AE4803  -------------------------------------------------------------------
 AE4803
 AE4803.The horizontal coordinates were established by GPS observations
 AE4803.and adjusted by the National Geodetic Survey in February 2007.
 AE4803
 AE4803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4803.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4803.The horizontal coordinates are valid at the epoch date displayed above.
 AE4803.The epoch date for horizontal control is a decimal equivalence
 AE4803.of Year/Month/Day.
 AE4803
 AE4803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4803
 AE4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4803
 AE4803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4803
 AE4803.The ellipsoidal height was determined by GPS observations
 AE4803.and is referenced to NAD 83.
 AE4803
 AE4803.The geoid height was determined by GEOID03.
 AE4803
 AE4803;                    North         East     Units Scale Factor Converg.
 AE4803;SPC AZ C     -   329,319.908   194,411.967   MT  0.99990442   -0 06 52.5
 AE4803;SPC AZ C     - 1,080,445.89    637,834.54   iFT  0.99990442   -0 06 52.5
 AE4803;UTM  12      - 3,759,370.932   396,373.004   MT  0.99973238   -0 37 36.5
 AE4803
 AE4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4803!SPC AZ C     -   0.99989546  x   0.99990442  =   0.99979989
 AE4803!UTM  12      -   0.99989546  x   0.99973238  =   0.99962787
 AE4803
 AE4803                          SUPERSEDED SURVEY CONTROL
 AE4803
 AE4803  ELLIP H (06/11/02)  666.009  (m)                       GP(       ) 3 2
 AE4803  NAD 83(1992)-  33 58 11.16994(N)    112 07 18.16854(W) AD(       ) 1
 AE4803  NGVD 29 (11/28/97)  693.9    (m)         2277.     (f) GPS OBS     3  
 AE4803
 AE4803.Superseded values are not recommended for survey control.
 AE4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4803.See file dsdata.txt to determine how the superseded data were derived.
 AE4803
 AE4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9637359371(NAD 83)
 AE4803_MARKER: I = METAL ROD
 AE4803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4803_PROJECTION: PROJECTING 4 CENTIMETERS
 AE4803_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4803+STABILITY: POSITION/ELEVATION WELL
 AE4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4803+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 AE4803_ROD/PIPE-DEPTH: 2.1  meters
 AE4803_SLEEVE-DEPTH  : .5 meters
 AE4803
 AE4803  HISTORY     - Date     Condition        Report By
 AE4803  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4803  HISTORY     - 20051015 GOOD             USPSQD
 AE4803  HISTORY     - 20070629 GOOD             GEOCAC
 AE4803
 AE4803                          STATION DESCRIPTION
 AE4803
 AE4803'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4803'TO REACH STATION FROM EXIT 236 (TABLE MESA ROAD) OF INTERSTATE 17,
 AE4803'TRAVEL EAST 0.1 MI (0.16 KM) TO END OF PAVEMENT. CONTINUE ALONG GRADED
 AE4803'GRAVEL ROAD 0.3 MI (0.48 KM) TO THE STATION ON RIGHT (SOUTH). STATION
 AE4803'MARK IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED IN CONCRETE
 AE4803'STAMPED NR-01 1996. STATION IS 50 FT (15.24 M) SOUTH OF GRADED ROAD
 AE4803'AND 70 FT (21.34 M) SOUTHEAST OF POWER POLE NUMBER OFCC 40-4, 25 FT
 AE4803'(7.62 M) NORTH OF A BARBED WIRE FENCE AND 4.5 FT (1.37 M) NORTH OF A
 AE4803'WITNESS POST.
 AE4803
 AE4803                          STATION RECOVERY (2005)
 AE4803
 AE4803'RECOVERY NOTE BY US POWER SQUADRON 2005 (WJ)
 AE4803'RECOVERED AS DESCRIBED
 AE4803
 AE4803                          STATION RECOVERY (2007)
 AE4803
 AE4803'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AE4803'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AE4803'THE DESCRIPTION   THE MARK IS 28 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4804 ***********************************************************************
 AE4804  DESIGNATION -  NR02
 AE4804  PID         -  AE4804
 AE4804  STATE/COUNTY-  AZ/MARICOPA
 AE4804  USGS QUAD   -  NEW RIVER (1981)
 AE4804
 AE4804                         *CURRENT SURVEY CONTROL
 AE4804  ___________________________________________________________________
 AE4804* NAD 83(2007)-  33 58 58.99736(N)    112 09 41.03383(W)     ADJUSTED  
 AE4804* NAVD 88     -       604.6    (meters)    1984.     (feet)  VERTCON   
 AE4804  ___________________________________________________________________
 AE4804  EPOCH DATE  -        2007.00
 AE4804  X           -  -1,997,283.145 (meters)                     COMP
 AE4804  Y           -  -4,903,634.066 (meters)                     COMP
 AE4804  Z           -   3,545,210.102 (meters)                     COMP
 AE4804  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 AE4804  ELLIP HEIGHT-         575.993 (meters)          (02/10/07) ADJUSTED
 AE4804  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AE4804
 AE4804  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4804  Type    PID    Designation                      North   East  Ellip
 AE4804  -------------------------------------------------------------------
 AE4804  NETWORK AE4804 NR02                              0.63   0.51   1.00
 AE4804  -------------------------------------------------------------------
 AE4804
 AE4804.The horizontal coordinates were established by GPS observations
 AE4804.and adjusted by the National Geodetic Survey in February 2007.
 AE4804
 AE4804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4804.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4804.The horizontal coordinates are valid at the epoch date displayed above.
 AE4804.The epoch date for horizontal control is a decimal equivalence
 AE4804.of Year/Month/Day.
 AE4804
 AE4804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4804
 AE4804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4804
 AE4804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4804
 AE4804.The ellipsoidal height was determined by GPS observations
 AE4804.and is referenced to NAD 83.
 AE4804
 AE4804.The geoid height was determined by GEOID03.
 AE4804
 AE4804;                    North         East     Units Scale Factor Converg.
 AE4804;SPC AZ C     -   330,801.434   190,748.269   MT  0.99990630   -0 08 12.5
 AE4804;SPC AZ C     - 1,085,306.54    625,814.53   iFT  0.99990630   -0 08 12.5
 AE4804;UTM  12      - 3,760,884.904   392,723.315   MT  0.99974187   -0 38 57.2
 AE4804
 AE4804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4804!SPC AZ C     -   0.99990959  x   0.99990630  =   0.99981589
 AE4804!UTM  12      -   0.99990959  x   0.99974187  =   0.99965148
 AE4804
 AE4804:                Primary Azimuth Mark                     Grid Az
 AE4804:SPC AZ C     -  NR22                                     285 34 44.9
 AE4804:UTM  12      -  NR22                                     286 05 29.6
 AE4804
 AE4804|---------------------------------------------------------------------|
 AE4804| PID    Reference Object                     Distance      Geod. Az  |
 AE4804|                                                           dddmmss.s |
 AE4804| AE4800 NR22                                446.244 METERS 2852632.4 |
 AE4804|---------------------------------------------------------------------|
 AE4804
 AE4804                          SUPERSEDED SURVEY CONTROL
 AE4804
 AE4804  ELLIP H (06/11/02)  576.014  (m)                       GP(       ) 3 2
 AE4804  NAD 83(1992)-  33 58 58.99690(N)    112 09 41.03388(W) AD(       ) 1
 AE4804  NGVD 29 (11/28/97)  603.9    (m)         1981.     (f) GPS OBS     3  
 AE4804
 AE4804.Superseded values are not recommended for survey control.
 AE4804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4804.See file dsdata.txt to determine how the superseded data were derived.
 AE4804
 AE4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9272360885(NAD 83)
 AE4804_MARKER: I = METAL ROD
 AE4804_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4804_STAMPING: NR-02
 AE4804_PROJECTION: PROJECTING 4 CENTIMETERS
 AE4804_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4804+STABILITY: POSITION/ELEVATION WELL
 AE4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4804+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2009
 AE4804_ROD/PIPE-DEPTH: 2.1  meters
 AE4804_SLEEVE-DEPTH  : .5 meters
 AE4804
 AE4804  HISTORY     - Date     Condition        Report By
 AE4804  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4804  HISTORY     - 20051015 GOOD             USPSQD
 AE4804  HISTORY     - 20070909 GOOD             GEOCAC
 AE4804  HISTORY     - 20090109 GOOD             GEOCAC
 AE4804
 AE4804                          STATION DESCRIPTION
 AE4804
 AE4804'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4804'TO REACH STATION FROM EXIT 236 (TABLE MESA ROAD) OF INTERSTATE 17,
 AE4804'TRAVEL TO FRONTAGE ROAD LEADING NORTH ALONG INTERSTATE HIGHWAY. TRAVEL
 AE4804'NORTH 0.5 MI (0.80 KM) TO END OF PAVEMENT. CONTINUE ALONG GRADED
 AE4804'GRAVEL ROAD 1.2 MI (1.93 KM) TO FORK IN ROAD. TAKE LEFT (SOUTHERN)
 AE4804'FORK AND CONTINUE FOR 1.0 MI (1.61 KM) TO THE STATION ON THE LEFT
 AE4804'(SOUTH). STATION IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED
 AE4804'IN CONCRETE STAMPED NR-02. STATION IS 50 FT (15.24 M) SOUTH OF GRADED
 AE4804'ROAD, APPROX. 300 FT (91.44 M) EAST OF UNNAMED WASH AND 4.5 FT (1.37
 AE4804'M) NORTH OF A WITNESS POST.
 AE4804
 AE4804                          STATION RECOVERY (2005)
 AE4804
 AE4804'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 AE4804'RECOVERED AS DESCRIBED
 AE4804
 AE4804                          STATION RECOVERY (2007)
 AE4804
 AE4804'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AE4804'RECOVERED IN GOOD CONDITION.
 AE4804
 AE4804                          STATION RECOVERY (2009)
 AE4804
 AE4804'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 AE4804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4814 ***********************************************************************
 AE4814  HT_MOD      -  This is a Height Modernization Survey Station.
 AE4814  DESIGNATION -  NR03
 AE4814  PID         -  AE4814
 AE4814  STATE/COUNTY-  AZ/MARICOPA
 AE4814  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AE4814
 AE4814                         *CURRENT SURVEY CONTROL
 AE4814  ___________________________________________________________________
 AE4814* NAD 83(2007)-  33 54 24.69533(N)    112 05 00.87681(W)     ADJUSTED  
 AE4814* NAVD 88     -       643.48   (meters)    2111.2    (feet)  GPS OBS   
 AE4814  ___________________________________________________________________
 AE4814  EPOCH DATE  -        2007.00
 AE4814  X           -  -1,992,407.554 (meters)                     COMP
 AE4814  Y           -  -4,910,745.716 (meters)                     COMP
 AE4814  Z           -   3,538,219.838 (meters)                     COMP
 AE4814  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 AE4814  ELLIP HEIGHT-         614.801 (meters)          (02/10/07) ADJUSTED
 AE4814  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AE4814
 AE4814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4814  Type    PID    Designation                      North   East  Ellip
 AE4814  -------------------------------------------------------------------
 AE4814  NETWORK AE4814 NR03                              0.55   0.45   0.92
 AE4814  -------------------------------------------------------------------
 AE4814
 AE4814.The horizontal coordinates were established by GPS observations
 AE4814.and adjusted by the National Geodetic Survey in February 2007.
 AE4814
 AE4814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4814.The horizontal coordinates are valid at the epoch date displayed above.
 AE4814.The epoch date for horizontal control is a decimal equivalence
 AE4814.of Year/Month/Day.
 AE4814
 AE4814.The orthometric height was determined by GPS observations and a
 AE4814.high-resolution geoid model.
 AE4814.The orthometric height was determined by GPS observations and a
 AE4814.high-resolution geoid model using precise GPS observation and
 AE4814.processing techniques.
 AE4814
 AE4814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4814
 AE4814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4814
 AE4814.The ellipsoidal height was determined by GPS observations
 AE4814.and is referenced to NAD 83.
 AE4814
 AE4814.The geoid height was determined by GEOID03.
 AE4814
 AE4814;                    North         East     Units Scale Factor Converg.
 AE4814;SPC AZ C     -   322,336.171   197,924.761   MT  0.99990294   -0 05 35.2
 AE4814;SPC AZ C     - 1,057,533.37    649,359.45   iFT  0.99990294   -0 05 35.2
 AE4814;UTM  12      - 3,752,357.327   399,822.667   MT  0.99972371   -0 36 16.3
 AE4814
 AE4814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4814!SPC AZ C     -   0.99990349  x   0.99990294  =   0.99980644
 AE4814!UTM  12      -   0.99990349  x   0.99972371  =   0.99962723
 AE4814
 AE4814                          SUPERSEDED SURVEY CONTROL
 AE4814
 AE4814  NAD 83(1992)-  33 54 24.69469(N)    112 05 00.87625(W) AD(       ) B
 AE4814  ELLIP H (04/12/01)  614.802  (m)                       GP(       ) 3 2
 AE4814  NAD 83(1992)-  33 54 24.69484(N)    112 05 00.87680(W) AD(       ) 1
 AE4814  NGVD 29 (11/28/97)  642.9    (m)         2109.     (f) GPS OBS     3  
 AE4814
 AE4814.Superseded values are not recommended for survey control.
 AE4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4814.See file dsdata.txt to determine how the superseded data were derived.
 AE4814
 AE4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9982352357(NAD 83)
 AE4814_MARKER: DD = SURVEY DISK
 AE4814_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4814_SP_SET: BRIDGE WINGWALL
 AE4814_STAMPING: NR-03 1996
 AE4814_MARK LOGO: MCDOT 
 AE4814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4814+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2007
 AE4814
 AE4814  HISTORY     - Date     Condition        Report By
 AE4814  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4814  HISTORY     - 20000427 GOOD             MCDOT
 AE4814  HISTORY     - 20070206 GOOD             USPSQD
 AE4814
 AE4814                          STATION DESCRIPTION
 AE4814
 AE4814'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4814'TO REACH STATION FROM EXIT 232 (NEW RIVER ROAD) OF INTERSTATE 17,
 AE4814'TRAVEL EAST ON NEW RIVER ROAD 0.25 MI (0.40 KM) TO T INTERSECTION WITH
 AE4814'FRONTAGE ROAD. TURN LEFT (NORTH) AND TRAVEL 0.3 MI (0.48 KM) TO
 AE4814'INTERSECTION WITH NEW RIVER ROAD(EAST). TURN RIGHT (EAST) AND TRAVEL
 AE4814'3.4 MI (5.47 KM) TO THE BRIDGE OVER SKUNK CREEK AND THE STATION ON THE
 AE4814'SOUTHEAST ABUTMENT WINGWALL. STATION MARK IS A 3 IN. BRASS CAP EPOXIED
 AE4814'IN A DRILL HOLE ON TOP OF A WINGWALL 3 FT (0.91 M) WIDE X 11 FT (3.35
 AE4814'M) LONG. BRASS CAP IS INSCRIBED MARICOPA COUNTY HWY. DEPT. AND STAMPED
 AE4814'NR-03 1996. STATION IS APPROX. 7 FT (2.13 M) FROM THE BRIDGE ABUTMENT,
 AE4814'4.5 FT (1.37 M) FROM END OF WINGWALL AND 4 FT (1.22 M) NORTHWEST OF A
 AE4814'WITNESS POST.
 AE4814
 AE4814                          STATION RECOVERY (2000)
 AE4814
 AE4814'RECOVERY NOTE BY MARICOPA CO DOT 2000 (GF)
 AE4814'RECOVERED AS DESCRIBED.
 AE4814
 AE4814                          STATION RECOVERY (2007)
 AE4814
 AE4814'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 AE4814'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4799 ***********************************************************************
 AE4799  HT_MOD      -  This is a Height Modernization Survey Station.
 AE4799  DESIGNATION -  NR04
 AE4799  PID         -  AE4799
 AE4799  STATE/COUNTY-  AZ/MARICOPA
 AE4799  USGS QUAD   -  NEW RIVER (1981)
 AE4799
 AE4799                         *CURRENT SURVEY CONTROL
 AE4799  ___________________________________________________________________
 AE4799* NAD 83(2007)-  33 54 08.20273(N)    112 09 39.86953(W)     ADJUSTED  
 AE4799* NAVD 88     -       618.74   (meters)    2030.0    (feet)  GPS OBS   
 AE4799  ___________________________________________________________________
 AE4799  EPOCH DATE  -        2007.00
 AE4799  X           -  -1,999,147.088 (meters)                     COMP
 AE4799  Y           -  -4,908,289.637 (meters)                     COMP
 AE4799  Z           -   3,537,784.103 (meters)                     COMP
 AE4799  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 AE4799  ELLIP HEIGHT-         589.811 (meters)          (02/10/07) ADJUSTED
 AE4799  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AE4799
 AE4799  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4799  Type    PID    Designation                      North   East  Ellip
 AE4799  -------------------------------------------------------------------
 AE4799  NETWORK AE4799 NR04                              0.53   0.43   0.84
 AE4799  -------------------------------------------------------------------
 AE4799
 AE4799.The horizontal coordinates were established by GPS observations
 AE4799.and adjusted by the National Geodetic Survey in February 2007.
 AE4799
 AE4799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4799.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4799.The horizontal coordinates are valid at the epoch date displayed above.
 AE4799.The epoch date for horizontal control is a decimal equivalence
 AE4799.of Year/Month/Day.
 AE4799
 AE4799.The orthometric height was determined by GPS observations and a
 AE4799.high-resolution geoid model.
 AE4799.The orthometric height was determined by GPS observations and a
 AE4799.high-resolution geoid model using precise GPS observation and
 AE4799.processing techniques.
 AE4799
 AE4799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4799
 AE4799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4799
 AE4799.The ellipsoidal height was determined by GPS observations
 AE4799.and is referenced to NAD 83.
 AE4799
 AE4799.The geoid height was determined by GEOID03.
 AE4799
 AE4799;                    North         East     Units Scale Factor Converg.
 AE4799;SPC AZ C     -   321,842.412   190,756.812   MT  0.99990630   -0 08 10.8
 AE4799;SPC AZ C     - 1,055,913.43    625,842.56   iFT  0.99990630   -0 08 10.8
 AE4799;UTM  12      - 3,751,927.637   392,651.828   MT  0.99974206   -0 38 51.7
 AE4799
 AE4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4799!SPC AZ C     -   0.99990742  x   0.99990630  =   0.99981373
 AE4799!UTM  12      -   0.99990742  x   0.99974206  =   0.99964950
 AE4799
 AE4799                          SUPERSEDED SURVEY CONTROL
 AE4799
 AE4799  NAD 83(1992)-  33 54 08.20204(N)    112 09 39.86888(W) AD(       ) B
 AE4799  ELLIP H (04/12/01)  589.816  (m)                       GP(       ) 3 2
 AE4799  NAD 83(1992)-  33 54 08.20219(N)    112 09 39.86971(W) AD(       ) 1
 AE4799  NGVD 29 (11/28/97)  618.1    (m)         2028.     (f) GPS OBS     3  
 AE4799
 AE4799.Superseded values are not recommended for survey control.
 AE4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4799.See file dsdata.txt to determine how the superseded data were derived.
 AE4799
 AE4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9265251928(NAD 83)
 AE4799_MARKER: I = METAL ROD
 AE4799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4799_STAMPING: NR-04
 AE4799_MARK LOGO: MCDOT 
 AE4799_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4799_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4799+STABILITY: POSITION/ELEVATION WELL
 AE4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4799+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 AE4799_ROD/PIPE-DEPTH: 2.3  meters
 AE4799_SLEEVE-DEPTH  : .75 meters
 AE4799
 AE4799  HISTORY     - Date     Condition        Report By
 AE4799  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4799  HISTORY     - 20000427 GOOD             MCDOT
 AE4799  HISTORY     - 20051015 GOOD             USPSQD
 AE4799  HISTORY     - 20070525 GOOD             MCDOT
 AE4799  HISTORY     - 20070629 GOOD             GEOCAC
 AE4799
 AE4799                          STATION DESCRIPTION
 AE4799
 AE4799'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4799'TO REACH STATION FROM EXIT 232 (NEW RIVER ROAD) OF INTERSTATE 17,
 AE4799'TRAVEL WEST ON NEW RIVER ROAD 1.3 MI (2.09 KM) TO STATION ON THE LEFT
 AE4799'(SOUTHEAST). STATION MARK IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL
 AE4799'INCASED IN CONCRETE STAMPED NR-04 ON HANDWELL RIM. STATION MARK IS A
 AE4799'9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED IN CONCRETE STAMPED
 AE4799'NR-04 ON HANDWELL RIM. STATION IS 57 FT (17.37 M) SOUTHWEST OF
 AE4799'CENTERLINE OF A PAVED ENTRANCE TO DSET LABRATORIES BUILDING, 50 FT
 AE4799'(15.24 M) SOUTHEAST OF CENTERLINE OF NEW RIVER ROAD, 2.7 FT (0.82 M)
 AE4799'WEST OF A WITNESS POST. STATION IS LOCATED IN THE SOUTHEAST QUARTER OF
 AE4799'SECTION 33, T7N, R2E, G.S.R.M.
 AE4799
 AE4799                          STATION RECOVERY (2000)
 AE4799
 AE4799'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 AE4799'THE STATION IS LOCATED WITHIN THE COUNTY OF MARICOPA, TOWNSHIP 07
 AE4799'RECOVERED AS DESCRIBED.
 AE4799
 AE4799                          STATION RECOVERY (2005)
 AE4799
 AE4799'RECOVERY NOTE BY US POWER SQUADRON 2005 (WJ)
 AE4799'RECOVERED AS DESCRIBED
 AE4799
 AE4799                          STATION RECOVERY (2007)
 AE4799
 AE4799'RECOVERY NOTE BY MARICOPA CO DOT 2007 (JS)
 AE4799'RECOVERED IN GOOD CONDITION.
 AE4799
 AE4799                          STATION RECOVERY (2007)
 AE4799
 AE4799'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AE4799'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AE4799'THE DESCRIPTION   THERE WAS NO WITNESS POST IN THE AREA, AND THE MARK
 AE4799'IS 17 FEET SOUTH OF A REFLECTIVE  T  POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4808 ***********************************************************************
 AE4808  DESIGNATION -  NR05
 AE4808  PID         -  AE4808
 AE4808  STATE/COUNTY-  AZ/MARICOPA
 AE4808  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AE4808
 AE4808                         *CURRENT SURVEY CONTROL
 AE4808  ___________________________________________________________________
 AE4808* NAD 83(2007)-  33 53 09.94307(N)    112 03 37.11203(W)     ADJUSTED  
 AE4808* NAVD 88     -       649.0    (meters)    2129.     (feet)  VERTCON   
 AE4808  ___________________________________________________________________
 AE4808  EPOCH DATE  -        2007.00
 AE4808  X           -  -1,990,897.295 (meters)                     COMP
 AE4808  Y           -  -4,912,749.186 (meters)                     COMP
 AE4808  Z           -   3,536,310.916 (meters)                     COMP
 AE4808  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 AE4808  ELLIP HEIGHT-         620.246 (meters)          (02/10/07) ADJUSTED
 AE4808  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AE4808
 AE4808  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4808  Type    PID    Designation                      North   East  Ellip
 AE4808  -------------------------------------------------------------------
 AE4808  NETWORK AE4808 NR05                              0.90   0.71   1.47
 AE4808  -------------------------------------------------------------------
 AE4808
 AE4808.The horizontal coordinates were established by GPS observations
 AE4808.and adjusted by the National Geodetic Survey in February 2007.
 AE4808
 AE4808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4808.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4808.The horizontal coordinates are valid at the epoch date displayed above.
 AE4808.The epoch date for horizontal control is a decimal equivalence
 AE4808.of Year/Month/Day.
 AE4808
 AE4808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4808
 AE4808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4808
 AE4808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4808
 AE4808.The ellipsoidal height was determined by GPS observations
 AE4808.and is referenced to NAD 83.
 AE4808
 AE4808.The geoid height was determined by GEOID03.
 AE4808
 AE4808;                    North         East     Units Scale Factor Converg.
 AE4808;SPC AZ C     -   320,029.935   200,073.280   MT  0.99990218   -0 04 48.3
 AE4808;SPC AZ C     - 1,049,966.98    656,408.40   iFT  0.99990218   -0 04 48.3
 AE4808;UTM  12      - 3,750,032.433   401,950.136   MT  0.99971851   -0 35 28.4
 AE4808
 AE4808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4808!SPC AZ C     -   0.99990264  x   0.99990218  =   0.99980483
 AE4808!UTM  12      -   0.99990264  x   0.99971851  =   0.99962118
 AE4808
 AE4808                          SUPERSEDED SURVEY CONTROL
 AE4808
 AE4808  ELLIP H (06/11/02)  620.262  (m)                       GP(       ) 3 2
 AE4808  NAD 83(1992)-  33 53 09.94255(N)    112 03 37.11192(W) AD(       ) 1
 AE4808  NGVD 29 (11/28/97)  648.3    (m)         2127.     (f) GPS OBS     3  
 AE4808
 AE4808.Superseded values are not recommended for survey control.
 AE4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4808.See file dsdata.txt to determine how the superseded data were derived.
 AE4808
 AE4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0195050032(NAD 83)
 AE4808_MARKER: I = METAL ROD
 AE4808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4808_STAMPING: NR-05
 AE4808_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4808_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4808+STABILITY: POSITION/ELEVATION WELL
 AE4808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4808+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2007
 AE4808_ROD/PIPE-DEPTH: 1.8  meters
 AE4808_SLEEVE-DEPTH  : .5 meters
 AE4808
 AE4808  HISTORY     - Date     Condition        Report By
 AE4808  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4808  HISTORY     - 20051015 GOOD             USPSQD
 AE4808  HISTORY     - 20070121 GOOD             USPSQD
 AE4808  HISTORY     - 20070410 GOOD             MCDOT
 AE4808
 AE4808                          STATION DESCRIPTION
 AE4808
 AE4808'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4808'TO REACH STATION FROM EXIT 232 (NEW RIVER ROAD) OF INTERSTATE 17,
 AE4808'TRAVEL EAST ON NEW RIVER ROAD 0.25 MI (0.40 KM) TO T INTERSECTION WITH
 AE4808'FRONTAGE ROAD. TURN LEFT (NORTH) AND TRAVEL 0.3 MI (0.48 KM) TO
 AE4808'INTERSECTION WITH NEW RIVER ROAD(EAST). TURN RIGHT (EAST) AND TRAVEL
 AE4808'5.1 MI (8.21 KM) TO CIRCLE MOUNTAIN ROAD. TURN LEFT AND TRAVEL EAST
 AE4808'FOR 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT (SOUTH). STATION MARK
 AE4808'IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED IN CONCRETE
 AE4808'STAMPED NR-05 ON HANDWELL RIM. STATION IS 22 FT (6.71 M) FROM THE
 AE4808'SOUTH EDGE OF PAVEMENT OF CIRCLE MOUNTAIN ROAD, 13 FT (3.96 M) EAST OF
 AE4808'A SECOND POWER POLE EAST OF 10TH STREET ON SOUTH SIDE OF CIRCLE
 AE4808'MOUNTAIN RD. AND 2.5 FT (0.76 M) NORTHWEST OF A WITNESS POST.
 AE4808
 AE4808                          STATION RECOVERY (2005)
 AE4808
 AE4808'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 AE4808'RECOVERED AS DESCRIBED
 AE4808
 AE4808                          STATION RECOVERY (2007)
 AE4808
 AE4808'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 AE4808'RECOVERED AS DESCRIBED.
 AE4808
 AE4808                          STATION RECOVERY (2007)
 AE4808
 AE4808'RECOVERY NOTE BY MARICOPA CO DOT 2007 (BPD)
 AE4808'I RECEIVED A CALL FROM A GENTLEMEN FROM A UTILITY COMPANY STATING THAT
 AE4808'HE WAS GOING TO HAVE TO DIG AROUND THIS MONUMENT DUE TO A BREAK IN THE
 AE4808'LINE. I REQUESTED THAT HE STAY AT LEAST 5 FEET IN ALL DIRECTIONS FROM
 AE4808'IT AND HE SEEMED AMIABLE.
 AE4808'I HAVE TRIED CONTACTING HIM SEVERAL TIMES POST REPAIR BUT WAS
 AE4808'UNSUCCESSFUL. I HAVE NOT BEEN TO THE SITE MYSELF. I SIMPLY WISHED TO
 AE4808'INFORM AN USERS TO THIS KNOWLEDGE INCASE THE MONUMENT SHIFTED DURING
 AE4808'THE UTILITY REPAIR. BRIAN DALAGER
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4810 ***********************************************************************
 AE4810  HT_MOD      -  This is a Height Modernization Survey Station.
 AE4810  DESIGNATION -  NR06
 AE4810  PID         -  AE4810
 AE4810  STATE/COUNTY-  AZ/MARICOPA
 AE4810  USGS QUAD   -  NEW RIVER SE (1981)
 AE4810
 AE4810                         *CURRENT SURVEY CONTROL
 AE4810  ___________________________________________________________________
 AE4810* NAD 83(2007)-  33 49 14.71137(N)    112 00 46.85494(W)     ADJUSTED  
 AE4810* NAVD 88     -       596.67   (meters)    1957.6    (feet)  GPS OBS   
 AE4810  ___________________________________________________________________
 AE4810  EPOCH DATE  -        2007.00
 AE4810  X           -  -1,988,338.605 (meters)                     COMP
 AE4810  Y           -  -4,918,093.929 (meters)                     COMP
 AE4810  Z           -   3,530,262.105 (meters)                     COMP
 AE4810  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AE4810  ELLIP HEIGHT-         567.726 (meters)          (02/10/07) ADJUSTED
 AE4810  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AE4810
 AE4810  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4810  Type    PID    Designation                      North   East  Ellip
 AE4810  -------------------------------------------------------------------
 AE4810  NETWORK AE4810 NR06                              0.57   0.45   0.90
 AE4810  -------------------------------------------------------------------
 AE4810
 AE4810.The horizontal coordinates were established by GPS observations
 AE4810.and adjusted by the National Geodetic Survey in February 2007.
 AE4810
 AE4810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4810.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4810.The horizontal coordinates are valid at the epoch date displayed above.
 AE4810.The epoch date for horizontal control is a decimal equivalence
 AE4810.of Year/Month/Day.
 AE4810
 AE4810.The orthometric height was determined by GPS observations and a
 AE4810.high-resolution geoid model.
 AE4810.The orthometric height was determined by GPS observations and a
 AE4810.high-resolution geoid model using precise GPS observation and
 AE4810.processing techniques.
 AE4810
 AE4810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4810
 AE4810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4810
 AE4810.The ellipsoidal height was determined by GPS observations
 AE4810.and is referenced to NAD 83.
 AE4810
 AE4810.The geoid height was determined by GEOID03.
 AE4810
 AE4810;                    North         East     Units Scale Factor Converg.
 AE4810;SPC AZ C     -   312,777.815   204,441.093   MT  0.99990098   -0 03 13.1
 AE4810;SPC AZ C     - 1,026,173.93    670,738.49   iFT  0.99990098   -0 03 13.1
 AE4810;UTM  12      - 3,742,743.042   406,252.327   MT  0.99970834   -0 33 50.0
 AE4810
 AE4810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4810!SPC AZ C     -   0.99991088  x   0.99990098  =   0.99981187
 AE4810!UTM  12      -   0.99991088  x   0.99970834  =   0.99961925
 AE4810
 AE4810                          SUPERSEDED SURVEY CONTROL
 AE4810
 AE4810  NAD 83(1992)-  33 49 14.71067(N)    112 00 46.85414(W) AD(       ) B
 AE4810  ELLIP H (04/12/01)  567.754  (m)                       GP(       ) 3 2
 AE4810  NAD 83(1992)-  33 49 14.71073(N)    112 00 46.85477(W) AD(       ) 1
 AE4810  NGVD 29 (11/28/97)  596.0    (m)         1955.     (f) GPS OBS     3  
 AE4810
 AE4810.Superseded values are not recommended for survey control.
 AE4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4810.See file dsdata.txt to determine how the superseded data were derived.
 AE4810
 AE4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0625242743(NAD 83)
 AE4810_MARKER: I = METAL ROD
 AE4810_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE4810+WITH SETTING: INFORMATION.
 AE4810_STAMPING: NR-06
 AE4810_MARK LOGO: MCDOT 
 AE4810_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4810_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4810+STABILITY: POSITION/ELEVATION WELL
 AE4810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4810+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2007
 AE4810_ROD/PIPE-DEPTH:  2.3 meters
 AE4810_SLEEVE-DEPTH  :  0.7 meters
 AE4810
 AE4810  HISTORY     - Date     Condition        Report By
 AE4810  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4810  HISTORY     - 20000427 GOOD             MCDOT
 AE4810  HISTORY     - 20050527 GOOD             USPSQD
 AE4810  HISTORY     - 20060720 GOOD             USPSQD
 AE4810  HISTORY     - 20070116 GOOD             USPSQD
 AE4810
 AE4810                          STATION DESCRIPTION
 AE4810
 AE4810'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4810'TO REACH STATION FROM EXIT 224 (CAREFREE HIGHWAY) OF INTERSTATE 17,
 AE4810'TRAVEL EAST ON CAREFREE HIGHWAY FOR 7.1 MI (11.43 KM) TO INTERSECTION
 AE4810'WITH 32ND STREET. TURN LEFT (NORTH) AND TRAVEL 1.5 MI (2.41 KM) TO THE
 AE4810'CAVE CREEK PARK ENTRANCE AND THE STATION ON THE RIGHT (EAST). STATION
 AE4810'MARK IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED IN CONCRETE
 AE4810'STAMPED NR-06 ON HANDWELL RIM. STATION IS APPROX. 50 FT (15.24 M)
 AE4810'SOUTH OF THE PARK ENTRANCE, 28 FT (8.53 M) FROM THE EAST EDGE OF
 AE4810'PAVEMENT OF 32ND STREET, APPROX. 50 FT (15.24 M) SSE OF THE EAST 1/4
 AE4810'CORNER OF SECTION 35, T6N, R3E, GSRM AND 2.5 FT (0.76 M) SOUTHWEST OF
 AE4810'A WITNESS POST.
 AE4810
 AE4810                          STATION RECOVERY (2000)
 AE4810
 AE4810'RECOVERY NOTE BY MARICOPA CO DOT 2000 (GF)
 AE4810'RECOVERED AS DESCRIBED.
 AE4810
 AE4810                          STATION RECOVERY (2005)
 AE4810
 AE4810'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 AE4810'RECOVERED AS DESCRIBED
 AE4810
 AE4810                          STATION RECOVERY (2006)
 AE4810
 AE4810'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE4810'RECOVERED AS DESCRIBED.
 AE4810
 AE4810                          STATION RECOVERY (2007)
 AE4810
 AE4810'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 AE4810'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4813 ***********************************************************************
 AE4813  HT_MOD      -  This is a Height Modernization Survey Station.
 AE4813  DESIGNATION -  NR07
 AE4813  PID         -  AE4813
 AE4813  STATE/COUNTY-  AZ/MARICOPA
 AE4813  USGS QUAD   -  NEW RIVER SE (1981)
 AE4813
 AE4813                         *CURRENT SURVEY CONTROL
 AE4813  ___________________________________________________________________
 AE4813* NAD 83(2007)-  33 48 02.32774(N)    112 05 33.12967(W)     ADJUSTED  
 AE4813* NAVD 88     -       580.40   (meters)    1904.2    (feet)  GPS OBS   
 AE4813  ___________________________________________________________________
 AE4813  EPOCH DATE  -        2007.00
 AE4813  X           -  -1,995,624.130 (meters)                     COMP
 AE4813  Y           -  -4,916,466.850 (meters)                     COMP
 AE4813  Z           -   3,528,399.726 (meters)                     COMP
 AE4813  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 AE4813  ELLIP HEIGHT-         551.216 (meters)          (02/10/07) ADJUSTED
 AE4813  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AE4813
 AE4813  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4813  Type    PID    Designation                      North   East  Ellip
 AE4813  -------------------------------------------------------------------
 AE4813  NETWORK AE4813 NR07                              0.55   0.43   0.86
 AE4813  -------------------------------------------------------------------
 AE4813
 AE4813.The horizontal coordinates were established by GPS observations
 AE4813.and adjusted by the National Geodetic Survey in February 2007.
 AE4813
 AE4813.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4813.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4813.The horizontal coordinates are valid at the epoch date displayed above.
 AE4813.The epoch date for horizontal control is a decimal equivalence
 AE4813.of Year/Month/Day.
 AE4813
 AE4813.The orthometric height was determined by GPS observations and a
 AE4813.high-resolution geoid model.
 AE4813.The orthometric height was determined by GPS observations and a
 AE4813.high-resolution geoid model using precise GPS observation and
 AE4813.processing techniques.
 AE4813
 AE4813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4813
 AE4813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4813
 AE4813.The ellipsoidal height was determined by GPS observations
 AE4813.and is referenced to NAD 83.
 AE4813
 AE4813.The geoid height was determined by GEOID03.
 AE4813
 AE4813;                    North         East     Units Scale Factor Converg.
 AE4813;SPC AZ C     -   310,557.567   197,076.110   MT  0.99990327   -0 05 52.2
 AE4813;SPC AZ C     - 1,018,889.66    646,575.16   iFT  0.99990327   -0 05 52.2
 AE4813;UTM  12      - 3,740,588.853   398,869.233   MT  0.99972608   -0 36 28.2
 AE4813
 AE4813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4813!SPC AZ C     -   0.99991347  x   0.99990327  =   0.99981675
 AE4813!UTM  12      -   0.99991347  x   0.99972608  =   0.99963958
 AE4813
 AE4813                          SUPERSEDED SURVEY CONTROL
 AE4813
 AE4813  NAD 83(1992)-  33 48 02.32705(N)    112 05 33.12894(W) AD(       ) B
 AE4813  ELLIP H (04/12/01)  551.253  (m)                       GP(       ) 3 2
 AE4813  NAD 83(1992)-  33 48 02.32700(N)    112 05 33.12975(W) AD(       ) 1
 AE4813  NGVD 29 (11/28/97)  579.7    (m)         1902.     (f) GPS OBS     3  
 AE4813
 AE4813.Superseded values are not recommended for survey control.
 AE4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4813.See file dsdata.txt to determine how the superseded data were derived.
 AE4813
 AE4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9886940589(NAD 83)
 AE4813_MARKER: I = METAL ROD
 AE4813_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4813_STAMPING: NR-07
 AE4813_MARK LOGO: MCDOT 
 AE4813_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4813_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4813+STABILITY: POSITION/ELEVATION WELL
 AE4813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4813+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2000
 AE4813_ROD/PIPE-DEPTH: 1.1  meters
 AE4813_SLEEVE-DEPTH  : .4 meters
 AE4813
 AE4813  HISTORY     - Date     Condition        Report By
 AE4813  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4813  HISTORY     - 20000427 GOOD             MCDOT
 AE4813
 AE4813                          STATION DESCRIPTION
 AE4813
 AE4813'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4813'TO REACH STATION FROM EXIT 224 (CAREFREE HIGHWAY) OF INTERSTATE 17,
 AE4813'TRAVEL EAST ON CAREFREE HIGHWAY FOR 2.5 MI (4.02 KM) TO THE STATION AT
 AE4813'TOP OF RIDGE OF A HIGH CUT SLOPE ON RIGHT (SOUTH). STATION MARK IS A
 AE4813'9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED IN CONCRETE STAMPED
 AE4813'NR-07 ON HANDWELL RIM. STATION IS 55 FT (16.76 M) SOUTH OF THE HIGH
 AE4813'POINT OF CUT SLOPE, 7.5 FT (2.29 M) NORTH OF THE BARBED WIRE RIGHT OF
 AE4813'WAY FENCE AND 4 FT (1.22 M) NORTH OF A WITNESS POST.
 AE4813
 AE4813                          STATION RECOVERY (2000)
 AE4813
 AE4813'RECOVERY NOTE BY MARICOPA CO DOT 2000 (KH)
 AE4813'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4802 ***********************************************************************
 AE4802  DESIGNATION -  NR08
 AE4802  PID         -  AE4802
 AE4802  STATE/COUNTY-  AZ/MARICOPA
 AE4802  USGS QUAD   -  BISCUIT FLAT (1981)
 AE4802
 AE4802                         *CURRENT SURVEY CONTROL
 AE4802  ___________________________________________________________________
 AE4802* NAD 83(2007)-  33 47 52.97461(N)    112 11 03.08557(W)     ADJUSTED  
 AE4802* NAVD 88     -       484.7    (meters)    1590.     (feet)  VERTCON   
 AE4802  ___________________________________________________________________
 AE4802  EPOCH DATE  -        2007.00
 AE4802  X           -  -2,003,516.771 (meters)                     COMP
 AE4802  Y           -  -4,913,342.933 (meters)                     COMP
 AE4802  Z           -   3,528,106.925 (meters)                     COMP
 AE4802  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AE4802  ELLIP HEIGHT-         455.386 (meters)          (02/10/07) ADJUSTED
 AE4802  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AE4802
 AE4802  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4802  Type    PID    Designation                      North   East  Ellip
 AE4802  -------------------------------------------------------------------
 AE4802  NETWORK AE4802 NR08                              0.65   0.47   1.02
 AE4802  -------------------------------------------------------------------
 AE4802
 AE4802.The horizontal coordinates were established by GPS observations
 AE4802.and adjusted by the National Geodetic Survey in February 2007.
 AE4802
 AE4802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4802.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4802.The horizontal coordinates are valid at the epoch date displayed above.
 AE4802.The epoch date for horizontal control is a decimal equivalence
 AE4802.of Year/Month/Day.
 AE4802
 AE4802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4802
 AE4802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4802
 AE4802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4802
 AE4802.The ellipsoidal height was determined by GPS observations
 AE4802.and is referenced to NAD 83.
 AE4802
 AE4802.The geoid height was determined by GEOID03.
 AE4802
 AE4802;                    North         East     Units Scale Factor Converg.
 AE4802;SPC AZ C     -   310,287.685   188,588.982   MT  0.99990756   -0 08 55.7
 AE4802;SPC AZ C     - 1,018,004.22    618,730.26   iFT  0.99990756   -0 08 55.7
 AE4802;UTM  12      - 3,740,394.557   390,381.469   MT  0.99974813   -0 39 31.7
 AE4802
 AE4802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4802!SPC AZ C     -   0.99992852  x   0.99990756  =   0.99983608
 AE4802!UTM  12      -   0.99992852  x   0.99974813  =   0.99967666
 AE4802
 AE4802:                Primary Azimuth Mark                     Grid Az
 AE4802:SPC AZ C     -  NR18                                     010 45 53.7
 AE4802:UTM  12      -  NR18                                     011 16 29.7
 AE4802
 AE4802|---------------------------------------------------------------------|
 AE4802| PID    Reference Object                     Distance      Geod. Az  |
 AE4802|                                                           dddmmss.s |
 AE4802| AE4805 NR18                                APPROX. 0.5 KM 0103658.0 |
 AE4802|---------------------------------------------------------------------|
 AE4802
 AE4802                          SUPERSEDED SURVEY CONTROL
 AE4802
 AE4802  ELLIP H (06/11/02)  455.408  (m)                       GP(       ) 3 2
 AE4802  NAD 83(1992)-  33 47 52.97396(N)    112 11 03.08553(W) AD(       ) 1
 AE4802  NGVD 29 (11/28/97)  484.1    (m)         1588.     (f) GPS OBS     3  
 AE4802
 AE4802.Superseded values are not recommended for survey control.
 AE4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4802.See file dsdata.txt to determine how the superseded data were derived.
 AE4802
 AE4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9038140395(NAD 83)
 AE4802_MARKER: I = METAL ROD
 AE4802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4802_STAMPING: NR-08
 AE4802_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4802_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4802+STABILITY: POSITION/ELEVATION WELL
 AE4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4802+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 AE4802_ROD/PIPE-DEPTH: 1.7  meters
 AE4802_SLEEVE-DEPTH  : .7 meters
 AE4802
 AE4802  HISTORY     - Date     Condition        Report By
 AE4802  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4802  HISTORY     - 20031221 GOOD             USPSQD
 AE4802  HISTORY     - 20080918 GOOD             GEOCAC
 AE4802
 AE4802                          STATION DESCRIPTION
 AE4802
 AE4802'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4802'TO REACH STATION FROM EXIT 224 (CAREFREE HIGHWAY) OF INTERSTATE 17,
 AE4802'TRAVEL WEST ON CAREFREE HIGHWAY FOR 2.8 MI (4.51 KM) TO THE STATION ON
 AE4802'RIGHT (NORTH). STATION MARK IS A 9/16 STAINLESS STEEL ROD IN A
 AE4802'HANDWELL INCASED IN CONCRETE STAMPED NR-08 ON HANDWELL RIM. STATION IS
 AE4802'45 FT (13.72 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF CAREFREE HWY,
 AE4802'50 FT (15.24 M) . NORTHEAST OF MILEPOST 28, 3.2 FT (0.98 M) SOUTH OF
 AE4802'THE BARBED WIRE RIGHT OF WAY FENCE AND 2 FT (0.61 M) SOUTH OF A
 AE4802'WITNESS POST.
 AE4802
 AE4802                          STATION RECOVERY (2003)
 AE4802
 AE4802'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 AE4802'RECOVERED AS DESCRIBED.
 AE4802
 AE4802                          STATION RECOVERY (2008)
 AE4802
 AE4802'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AE4802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4811 ***********************************************************************
 AE4811  DESIGNATION -  NR11
 AE4811  PID         -  AE4811
 AE4811  STATE/COUNTY-  AZ/MARICOPA
 AE4811  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AE4811
 AE4811                         *CURRENT SURVEY CONTROL
 AE4811  ___________________________________________________________________
 AE4811* NAD 83(2007)-  33 58 23.60308(N)    112 06 55.27943(W)     ADJUSTED  
 AE4811* NAVD 88     -       706.4    (meters)    2318.     (feet)  VERTCON   
 AE4811  ___________________________________________________________________
 AE4811  EPOCH DATE  -        2007.00
 AE4811  X           -  -1,993,603.255 (meters)                     COMP
 AE4811  Y           -  -4,905,880.547 (meters)                     COMP
 AE4811  Z           -   3,544,362.663 (meters)                     COMP
 AE4811  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 AE4811  ELLIP HEIGHT-         677.975 (meters)          (02/10/07) ADJUSTED
 AE4811  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AE4811
 AE4811  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4811  Type    PID    Designation                      North   East  Ellip
 AE4811  -------------------------------------------------------------------
 AE4811  NETWORK AE4811 NR11                              0.69   0.53   1.10
 AE4811  -------------------------------------------------------------------
 AE4811
 AE4811.The horizontal coordinates were established by GPS observations
 AE4811.and adjusted by the National Geodetic Survey in February 2007.
 AE4811
 AE4811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4811.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4811.The horizontal coordinates are valid at the epoch date displayed above.
 AE4811.The epoch date for horizontal control is a decimal equivalence
 AE4811.of Year/Month/Day.
 AE4811
 AE4811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4811
 AE4811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4811
 AE4811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4811
 AE4811.The ellipsoidal height was determined by GPS observations
 AE4811.and is referenced to NAD 83.
 AE4811
 AE4811.The geoid height was determined by GEOID03.
 AE4811
 AE4811;                    North         East     Units Scale Factor Converg.
 AE4811;SPC AZ C     -   329,701.782   195,000.249   MT  0.99990415   -0 06 39.7
 AE4811;SPC AZ C     - 1,081,698.76    639,764.60   iFT  0.99990415   -0 06 39.7
 AE4811;UTM  12      - 3,759,747.467   396,964.575   MT  0.99973087   -0 37 24.0
 AE4811
 AE4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4811!SPC AZ C     -   0.99989358  x   0.99990415  =   0.99979774
 AE4811!UTM  12      -   0.99989358  x   0.99973087  =   0.99962448
 AE4811
 AE4811                          SUPERSEDED SURVEY CONTROL
 AE4811
 AE4811  ELLIP H (06/11/02)  677.991  (m)                       GP(       ) 3 2
 AE4811  NAD 83(1992)-  33 58 23.60251(N)    112 06 55.27964(W) AD(       ) 1
 AE4811  NGVD 29 (11/28/97)  705.8    (m)         2316.     (f) GPS OBS     3  
 AE4811
 AE4811.Superseded values are not recommended for survey control.
 AE4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4811.See file dsdata.txt to determine how the superseded data were derived.
 AE4811
 AE4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9696559747(NAD 83)
 AE4811_MARKER: I = METAL ROD
 AE4811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4811_STAMPING: NR-11
 AE4811_PROJECTION: PROJECTING 7 CENTIMETERS
 AE4811_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4811+STABILITY: POSITION/ELEVATION WELL
 AE4811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4811+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 AE4811_ROD/PIPE-DEPTH: 1.1  meters
 AE4811_SLEEVE-DEPTH  : .3 meters
 AE4811
 AE4811  HISTORY     - Date     Condition        Report By
 AE4811  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4811  HISTORY     - 20051015 GOOD             USPSQD
 AE4811  HISTORY     - 20070629 GOOD             GEOCAC
 AE4811
 AE4811                          STATION DESCRIPTION
 AE4811
 AE4811'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4811'TO REACH STATION FROM EXIT 236 (TABLE MESA ROAD) OF INTERSTATE 17,
 AE4811'TRAVEL EAST 0.1 MI (0.16 KM) TO END OF PAVEMENT. CONTINUE ALONG GRADED
 AE4811'GRAVEL ROAD 0.8 MI (1.29 KM) TO THE STATION ON LEFT (NORTH). STATION
 AE4811'MARK IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED IN CONCRETE
 AE4811'STAMPED NR-11 ON HANDWELL RIM. STATION IS 50 FT (15.24 M) NORTH OF
 AE4811'GRADED ROAD (TABLE MESA RD)NORTH OF THE TWO ENTRANCES TO RANCH HOUSE,
 AE4811'2 FT (0.61 M) NORTH OF A FAINT ROAD TRAVELING NORTHWESTERLY AND 3.5
 AE4811'SOUTH OF A WITNESS POST.
 AE4811
 AE4811                          STATION RECOVERY (2005)
 AE4811
 AE4811'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 AE4811'RECOVERED AS DESCRIBED
 AE4811
 AE4811                          STATION RECOVERY (2007)
 AE4811
 AE4811'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AE4811'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AE4811'THE DESCRIPTION   THERE WAS NO WITNESS POST IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4809 ***********************************************************************
 AE4809  DESIGNATION -  NR13
 AE4809  PID         -  AE4809
 AE4809  STATE/COUNTY-  AZ/MARICOPA
 AE4809  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AE4809
 AE4809                         *CURRENT SURVEY CONTROL
 AE4809  ___________________________________________________________________
 AE4809* NAD 83(2007)-  33 54 42.84735(N)    112 05 12.33279(W)     ADJUSTED  
 AE4809* NAVD 88     -       650.7    (meters)    2135.     (feet)  VERTCON   
 AE4809  ___________________________________________________________________
 AE4809  EPOCH DATE  -        2007.00
 AE4809  X           -  -1,992,565.217 (meters)                     COMP
 AE4809  Y           -  -4,910,351.461 (meters)                     COMP
 AE4809  Z           -   3,538,688.080 (meters)                     COMP
 AE4809  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 AE4809  ELLIP HEIGHT-         622.029 (meters)          (02/10/07) ADJUSTED
 AE4809  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AE4809
 AE4809  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4809  Type    PID    Designation                      North   East  Ellip
 AE4809  -------------------------------------------------------------------
 AE4809  NETWORK AE4809 NR13                              0.73   0.59   1.23
 AE4809  -------------------------------------------------------------------
 AE4809
 AE4809.The horizontal coordinates were established by GPS observations
 AE4809.and adjusted by the National Geodetic Survey in February 2007.
 AE4809
 AE4809.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4809.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4809.The horizontal coordinates are valid at the epoch date displayed above.
 AE4809.The epoch date for horizontal control is a decimal equivalence
 AE4809.of Year/Month/Day.
 AE4809
 AE4809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4809
 AE4809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4809
 AE4809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4809
 AE4809.The ellipsoidal height was determined by GPS observations
 AE4809.and is referenced to NAD 83.
 AE4809
 AE4809.The geoid height was determined by GEOID03.
 AE4809
 AE4809;                    North         East     Units Scale Factor Converg.
 AE4809;SPC AZ C     -   322,895.887   197,631.407   MT  0.99990305   -0 05 41.6
 AE4809;SPC AZ C     - 1,059,369.71    648,397.00   iFT  0.99990305   -0 05 41.6
 AE4809;UTM  12      - 3,752,919.538   399,534.373   MT  0.99972442   -0 36 22.9
 AE4809
 AE4809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4809!SPC AZ C     -   0.99990236  x   0.99990305  =   0.99980542
 AE4809!UTM  12      -   0.99990236  x   0.99972442  =   0.99962681
 AE4809
 AE4809                          SUPERSEDED SURVEY CONTROL
 AE4809
 AE4809  ELLIP H (06/11/02)  622.037  (m)                       GP(       ) 3 2
 AE4809  NAD 83(1992)-  33 54 42.84699(N)    112 05 12.33296(W) AD(       ) 1
 AE4809  NGVD 29 (11/28/97)  650.1    (m)         2133.     (f) GPS OBS     3  
 AE4809
 AE4809.Superseded values are not recommended for survey control.
 AE4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4809.See file dsdata.txt to determine how the superseded data were derived.
 AE4809
 AE4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9953452920(NAD 83)
 AE4809_MARKER: I = METAL ROD
 AE4809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4809_STAMPING: NR-13
 AE4809_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4809_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4809+STABILITY: POSITION/ELEVATION WELL
 AE4809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4809+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 AE4809_ROD/PIPE-DEPTH: 1.5  meters
 AE4809_SLEEVE-DEPTH  : .5 meters
 AE4809
 AE4809  HISTORY     - Date     Condition        Report By
 AE4809  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4809  HISTORY     - 20060319 GOOD             USPSQD
 AE4809  HISTORY     - 20070127 POOR             USPSQD
 AE4809
 AE4809                          STATION DESCRIPTION
 AE4809
 AE4809'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4809'TO REACH STATION FROM EXIT 232 (NEW RIVER ROAD) OF INTERSTATE 17,
 AE4809'TRAVEL EAST ON NEW RIVER ROAD 0.25 MI (0.40 KM) TO T INTERSECTION WITH
 AE4809'FRONTAGE ROAD. TURN LEFT (NORTH) AND TRAVEL 0.3 MI (0.48 KM) TO
 AE4809'INTERSECTION WITH NEW RIVER ROAD(EAST). TURN RIGHT (EAST) AND TRAVEL
 AE4809'3.1 MI (4.99 KM) TO THE STATION ON THE RIGHT (EAST). STATION IS 0.25
 AE4809'MI (0.40 KM) NORTH FROM BRIDGE OVER SKUNK CREEK. STATION MARK IS A
 AE4809'9/16 STAINLESS STEEL ROD IN A HANDWELL INCASED IN CONCRETE STAMPED
 AE4809'NR-13 ON RIM OF HANDWELL. STAION IS APPROX. 35 FT (10.67 M) FROM
 AE4809'CENTERLINE OF NEW RIVER ROAD, 140 FT (42.67 M) NORTHWEST OF GIBONS
 AE4809'ROAD AND 5.5 FT (1.68 M) NORTHEAST OF A WITNESS POST, ACROSS FROM
 AE4809'RESIDENT ADDRESS 47015 NEW RIVER ROAD.
 AE4809
 AE4809                          STATION RECOVERY (2006)
 AE4809
 AE4809'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 AE4809'RECOVERED AS DESCRIBED.
 AE4809
 AE4809                          STATION RECOVERY (2007)
 AE4809
 AE4809'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 AE4809'RECOVERED AS DESCRIBED.  THE WHITE COVER IS MISSING BUT THE MARK IS
 AE4809'READABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4806 ***********************************************************************
 AE4806  HT_MOD      -  This is a Height Modernization Survey Station.
 AE4806  DESIGNATION -  NR15
 AE4806  PID         -  AE4806
 AE4806  STATE/COUNTY-  AZ/MARICOPA
 AE4806  USGS QUAD   -  DAISY MOUNTAIN (1964)
 AE4806
 AE4806                         *CURRENT SURVEY CONTROL
 AE4806  ___________________________________________________________________
 AE4806* NAD 83(2007)-  33 53 10.52258(N)    112 02 03.67726(W)     ADJUSTED  
 AE4806* NAVD 88     -       708.28   (meters)    2323.7    (feet)  GPS OBS   
 AE4806  ___________________________________________________________________
 AE4806  EPOCH DATE  -        2007.00
 AE4806  X           -  -1,988,686.446 (meters)                     COMP
 AE4806  Y           -  -4,913,686.984 (meters)                     COMP
 AE4806  Z           -   3,536,358.841 (meters)                     COMP
 AE4806  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 AE4806  ELLIP HEIGHT-         679.615 (meters)          (02/10/07) ADJUSTED
 AE4806  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AE4806
 AE4806  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4806  Type    PID    Designation                      North   East  Ellip
 AE4806  -------------------------------------------------------------------
 AE4806  NETWORK AE4806 NR15                              0.55   0.45   0.92
 AE4806  -------------------------------------------------------------------
 AE4806
 AE4806.The horizontal coordinates were established by GPS observations
 AE4806.and adjusted by the National Geodetic Survey in February 2007.
 AE4806
 AE4806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4806.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4806.The horizontal coordinates are valid at the epoch date displayed above.
 AE4806.The epoch date for horizontal control is a decimal equivalence
 AE4806.of Year/Month/Day.
 AE4806
 AE4806.The orthometric height was determined by GPS observations and a
 AE4806.high-resolution geoid model.
 AE4806.The orthometric height was determined by GPS observations and a
 AE4806.high-resolution geoid model using precise GPS observation and
 AE4806.processing techniques.
 AE4806
 AE4806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4806
 AE4806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4806
 AE4806.The ellipsoidal height was determined by GPS observations
 AE4806.and is referenced to NAD 83.
 AE4806
 AE4806.The geoid height was determined by GEOID03.
 AE4806
 AE4806;                    North         East     Units Scale Factor Converg.
 AE4806;SPC AZ C     -   320,044.736   202,474.023   MT  0.99990146   -0 03 56.2
 AE4806;SPC AZ C     - 1,050,015.54    664,284.85   iFT  0.99990146   -0 03 56.2
 AE4806;UTM  12      - 3,750,025.818   404,350.468   MT  0.99971278   -0 34 36.3
 AE4806
 AE4806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4806!SPC AZ C     -   0.99989332  x   0.99990146  =   0.99979479
 AE4806!UTM  12      -   0.99989332  x   0.99971278  =   0.99960613
 AE4806
 AE4806                          SUPERSEDED SURVEY CONTROL
 AE4806
 AE4806  NAD 83(1992)-  33 53 10.52194(N)    112 02 03.67684(W) AD(       ) B
 AE4806  ELLIP H (04/12/01)  679.629  (m)                       GP(       ) 3 2
 AE4806  NAD 83(1992)-  33 53 10.52206(N)    112 02 03.67718(W) AD(       ) 1
 AE4806  NGVD 29 (11/28/97)  707.6    (m)         2322.     (f) GPS OBS     3  
 AE4806
 AE4806.Superseded values are not recommended for survey control.
 AE4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4806.See file dsdata.txt to determine how the superseded data were derived.
 AE4806
 AE4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0435050026(NAD 83)
 AE4806_MARKER: I = METAL ROD
 AE4806_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4806_STAMPING: NR-15
 AE4806_MARK LOGO: MCDOT 
 AE4806_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4806_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4806+STABILITY: POSITION/ELEVATION WELL
 AE4806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4806+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 AE4806_ROD/PIPE-DEPTH: .9   meters
 AE4806_SLEEVE-DEPTH  : .3 meters
 AE4806
 AE4806  HISTORY     - Date     Condition        Report By
 AE4806  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4806  HISTORY     - 20000427 GOOD             MCDOT
 AE4806  HISTORY     - 20060319 GOOD             USPSQD
 AE4806  HISTORY     - 20070115 GOOD             USPSQD
 AE4806
 AE4806                          STATION DESCRIPTION
 AE4806
 AE4806'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4806'TO REACH STATION FROM EXIT 232 (NEW RIVER ROAD) OF INTERSTATE 17,
 AE4806'TRAVEL EAST ON NEW RIVER ROAD 0.25 MI (0.40 KM) TO T INTERSECTION WITH
 AE4806'FRONTAGE ROAD. TURN LEFT (NORTH) AND TRAVEL 0.3 MI (0.48 KM) TO
 AE4806'INTERSECTION WITH NEW RIVER ROAD(EAST). TURN RIGHT (EAST) AND TRAVEL
 AE4806'5.1 MI (8.21 KM) TO CIRCLE MOUNTAIN ROAD. TURN LEFT AND TRAVEL EAST
 AE4806'FOR 2.3 MI (3.70 KM) TO THE END OF CIRCLE MOUNTAIN ROAD AT 22ND STREET
 AE4806'AND THE STATION (NORTHEAST). STATION MARK IS A 9/16 STAINLESS STEEL
 AE4806'ROD IN A HANDWELL INCASED IN CONCRETE STAMPED NR-15 ON HANDWELL RIM.
 AE4806'STATION IS APPROX. 70 FT (21.34 M) FROM THE EAST EDGE OF PAVEMENT OF
 AE4806'22ND STREET ALONG THE NORTH R/W LINE ALIGNMENT OF CIRCLE MOUNTAIN ROAD
 AE4806'AND 3.5 FT (1.07 M) WEST OF A WITNESS POST.
 AE4806
 AE4806                          STATION RECOVERY (2000)
 AE4806
 AE4806'RECOVERY NOTE BY MARICOPA CO DOT 2000 (KH)
 AE4806'RECOVERED AS DESCRIBED.
 AE4806
 AE4806                          STATION RECOVERY (2006)
 AE4806
 AE4806'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 AE4806'RECOVERED AS DESCRIBED.
 AE4806
 AE4806                          STATION RECOVERY (2007)
 AE4806
 AE4806'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 AE4806'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4807 ***********************************************************************
 AE4807  DESIGNATION -  NR16
 AE4807  PID         -  AE4807
 AE4807  STATE/COUNTY-  AZ/MARICOPA
 AE4807  USGS QUAD   -  NEW RIVER SE (1981)
 AE4807
 AE4807                         *CURRENT SURVEY CONTROL
 AE4807  ___________________________________________________________________
 AE4807* NAD 83(2007)-  33 49 15.51079(N)    112 01 41.95958(W)     ADJUSTED  
 AE4807* NAVD 88     -       578.6    (meters)    1898.     (feet)  VERTCON   
 AE4807  ___________________________________________________________________
 AE4807  EPOCH DATE  -        2007.00
 AE4807  X           -  -1,989,641.669 (meters)                     COMP
 AE4807  Y           -  -4,917,535.972 (meters)                     COMP
 AE4807  Z           -   3,530,272.540 (meters)                     COMP
 AE4807  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 AE4807  ELLIP HEIGHT-         549.706 (meters)          (02/10/07) ADJUSTED
 AE4807  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AE4807
 AE4807  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4807  Type    PID    Designation                      North   East  Ellip
 AE4807  -------------------------------------------------------------------
 AE4807  NETWORK AE4807 NR16                              0.69   0.47   1.02
 AE4807  -------------------------------------------------------------------
 AE4807
 AE4807.The horizontal coordinates were established by GPS observations
 AE4807.and adjusted by the National Geodetic Survey in February 2007.
 AE4807
 AE4807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4807.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4807.The horizontal coordinates are valid at the epoch date displayed above.
 AE4807.The epoch date for horizontal control is a decimal equivalence
 AE4807.of Year/Month/Day.
 AE4807
 AE4807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4807
 AE4807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4807
 AE4807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4807
 AE4807.The ellipsoidal height was determined by GPS observations
 AE4807.and is referenced to NAD 83.
 AE4807
 AE4807.The geoid height was determined by GEOID03.
 AE4807
 AE4807;                    North         East     Units Scale Factor Converg.
 AE4807;SPC AZ C     -   312,803.875   203,024.178   MT  0.99990132   -0 03 43.7
 AE4807;SPC AZ C     - 1,026,259.43    666,089.82   iFT  0.99990132   -0 03 43.7
 AE4807;UTM  12      - 3,742,781.712   404,835.971   MT  0.99971164   -0 34 20.7
 AE4807
 AE4807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4807!SPC AZ C     -   0.99991371  x   0.99990132  =   0.99981504
 AE4807!UTM  12      -   0.99991371  x   0.99971164  =   0.99962538
 AE4807
 AE4807                          SUPERSEDED SURVEY CONTROL
 AE4807
 AE4807  ELLIP H (06/11/02)  549.725  (m)                       GP(       ) 3 2
 AE4807  NAD 83(1992)-  33 49 15.51025(N)    112 01 41.95943(W) AD(       ) 1
 AE4807  NGVD 29 (11/28/97)  578.0    (m)         1896.     (f) GPS OBS     3  
 AE4807
 AE4807.Superseded values are not recommended for survey control.
 AE4807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4807.See file dsdata.txt to determine how the superseded data were derived.
 AE4807
 AE4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0483642782(NAD 83)
 AE4807_MARKER: I = METAL ROD
 AE4807_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4807_STAMPING: NR-16
 AE4807_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4807_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4807+STABILITY: POSITION/ELEVATION WELL
 AE4807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4807+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4807_ROD/PIPE-DEPTH: 2.4  meters
 AE4807_SLEEVE-DEPTH  : .7 meters
 AE4807
 AE4807  HISTORY     - Date     Condition        Report By
 AE4807  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4807  HISTORY     - 20010423 MARK NOT FOUND   NGS
 AE4807  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 AE4807
 AE4807                          STATION DESCRIPTION
 AE4807
 AE4807'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4807'TO REACH STATION FROM EXIT 224 (CAREFREE HIGHWAY) OF INTERSTATE 17,
 AE4807'TRAVEL EAST ON CAREFREE HIGHWAY FOR 6.1 MI (9.82 KM) TO INTERSECTION
 AE4807'WITH 24ND STREET. TURN LEFT (NORTH) AND TRAVEL 1.5 MI (2.41 KM) TO THE
 AE4807'MADDOCK ROAD ON EAST. TURN RIGHT (EAST) AND TRAVEL .2 MI (0.32 KM) AND
 AE4807'THE STATION ON THE LEFT (NORTH). STATION MARK IS A 9/16 STAINLESS
 AE4807'STEEL ROD IN A HANDWELL INCASED IN CONCRETE STAMPED NR-16 ON HANDWELL
 AE4807'RIM. STATION IS 11 FT (3.35 M) WEST OF THE SOUTHWEST CORNER OF LOT
 AE4807'HAVING HOUSE ADDRESS 2510, APPROX. 23 FT (7.01 M) FROM THE NORTH EDGE
 AE4807'OF PAVEMENT OF MADDOCK ROAD AND 3.5 FT (1.07 M) SOUTH OF A WITNESS
 AE4807'POST.
 AE4807
 AE4807                          STATION RECOVERY (2001)
 AE4807
 AE4807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 AE4807'THE STATION WAS REPORTED LOST BY SYSTEM CONSTRUCTION WEST TO MARICOPA
 AE4807'DOT, WHO PROVIDED THE INFORMATION TO NGS.  THE NGS STATE ADVISOR ALSO
 AE4807'SEARCHED FOR THE STATION.  IT APPEARS THE STATION WAS LOST TO NEW HOME
 AE4807'CONSTRUCTION.  NO EVIDENCE OF THE WITNESS POST OR HANDWELL REMAINED.
 AE4807
 AE4807                          STATION RECOVERY (2005)
 AE4807
 AE4807'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 AE4807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4812 ***********************************************************************
 AE4812  DESIGNATION -  NR17
 AE4812  PID         -  AE4812
 AE4812  STATE/COUNTY-  AZ/MARICOPA
 AE4812  USGS QUAD   -  NEW RIVER SE (1981)
 AE4812
 AE4812                         *CURRENT SURVEY CONTROL
 AE4812  ___________________________________________________________________
 AE4812* NAD 83(2007)-  33 47 56.17438(N)    112 05 57.20870(W)     ADJUSTED  
 AE4812* NAVD 88     -       561.8    (meters)    1843.     (feet)  VERTCON   
 AE4812  ___________________________________________________________________
 AE4812  EPOCH DATE  -        2007.00
 AE4812  X           -  -1,996,231.948 (meters)                     COMP
 AE4812  Y           -  -4,916,317.316 (meters)                     COMP
 AE4812  Z           -   3,528,231.861 (meters)                     COMP
 AE4812  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 AE4812  ELLIP HEIGHT-         532.692 (meters)          (02/10/07) ADJUSTED
 AE4812  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AE4812
 AE4812  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4812  Type    PID    Designation                      North   East  Ellip
 AE4812  -------------------------------------------------------------------
 AE4812  NETWORK AE4812 NR17                              0.67   0.51   1.04
 AE4812  -------------------------------------------------------------------
 AE4812
 AE4812.The horizontal coordinates were established by GPS observations
 AE4812.and adjusted by the National Geodetic Survey in February 2007.
 AE4812
 AE4812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4812.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4812.The horizontal coordinates are valid at the epoch date displayed above.
 AE4812.The epoch date for horizontal control is a decimal equivalence
 AE4812.of Year/Month/Day.
 AE4812
 AE4812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4812
 AE4812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4812
 AE4812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4812
 AE4812.The ellipsoidal height was determined by GPS observations
 AE4812.and is referenced to NAD 83.
 AE4812
 AE4812.The geoid height was determined by GEOID03.
 AE4812
 AE4812;                    North         East     Units Scale Factor Converg.
 AE4812;SPC AZ C     -   310,369.074   196,456.468   MT  0.99990352   -0 06 05.6
 AE4812;SPC AZ C     - 1,018,271.24    644,542.22   iFT  0.99990352   -0 06 05.6
 AE4812;UTM  12      - 3,740,405.915   398,248.048   MT  0.99972763   -0 36 41.5
 AE4812
 AE4812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4812!SPC AZ C     -   0.99991638  x   0.99990352  =   0.99981991
 AE4812!UTM  12      -   0.99991638  x   0.99972763  =   0.99964403
 AE4812
 AE4812                          SUPERSEDED SURVEY CONTROL
 AE4812
 AE4812  ELLIP H (06/11/02)  532.718  (m)                       GP(       ) 3 2
 AE4812  NAD 83(1992)-  33 47 56.17365(N)    112 05 57.20854(W) AD(       ) 1
 AE4812  NGVD 29 (11/28/97)  561.2    (m)         1841.     (f) GPS OBS     3  
 AE4812
 AE4812.Superseded values are not recommended for survey control.
 AE4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4812.See file dsdata.txt to determine how the superseded data were derived.
 AE4812
 AE4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9824840406(NAD 83)
 AE4812_MARKER: DD = SURVEY DISK
 AE4812_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE4812_STAMPING: NR-17
 AE4812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4812+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4812
 AE4812  HISTORY     - Date     Condition        Report By
 AE4812  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4812
 AE4812                          STATION DESCRIPTION
 AE4812
 AE4812'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4812'TO REACH STATION FROM EXIT 224 (CAREFREE HIGHWAY) OF INTERSTATE 17,
 AE4812'TRAVEL EAST ON CAREFREE HIGHWAY 2.1 MI (3.38 KM) TO A ROADWAY CUT
 AE4812'SLOPE ALONG THE NORTH SIDE OF ROADWAY AND THE STATION. THE STATION IS
 AE4812'ON THE NORTH SIDE OF HIGHWAY AT TOP OF RIDGELINE BEHIND (NORTH OF)
 AE4812'BOLDERS AT TOP OF ROAD CUT SLOPE. STATION MARK IS A 3 IN. BRASS CAP IN
 AE4812'CONCRETE ON TOP OF DECOMPOSED GRANITE RIDGE. BRASS CAP IS INSCRIBED
 AE4812'MARICOPA COUNTY DOT AND STAMPED NR-17. STATION IS APPROX. 20 FT (6.10
 AE4812'M) NORTH OF BOLDERS AT TOP OF CUT SLOPE, 15 FT (4.57 M) SSW OF A
 AE4812'SAGUARO CACTUS, 13 FT (3.96 M) SW OF A SAGUARO CACTUS, 4.5 FT (1.37 M)
 AE4812'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4805 ***********************************************************************
 AE4805  HT_MOD      -  This is a Height Modernization Survey Station.
 AE4805  DESIGNATION -  NR18
 AE4805  PID         -  AE4805
 AE4805  STATE/COUNTY-  AZ/MARICOPA
 AE4805  USGS QUAD   -  BISCUIT FLAT (1981)
 AE4805
 AE4805                         *CURRENT SURVEY CONTROL
 AE4805  ___________________________________________________________________
 AE4805* NAD 83(2007)-  33 48 09.70716(N)    112 10 59.32876(W)     ADJUSTED  
 AE4805* NAVD 88     -       489.45   (meters)    1605.8    (feet)  GPS OBS   
 AE4805  ___________________________________________________________________
 AE4805  EPOCH DATE  -        2007.00
 AE4805  X           -  -2,003,320.461 (meters)                     COMP
 AE4805  Y           -  -4,913,117.446 (meters)                     COMP
 AE4805  Z           -   3,528,537.973 (meters)                     COMP
 AE4805  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 AE4805  ELLIP HEIGHT-         460.078 (meters)          (02/10/07) ADJUSTED
 AE4805  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AE4805
 AE4805  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4805  Type    PID    Designation                      North   East  Ellip
 AE4805  -------------------------------------------------------------------
 AE4805  NETWORK AE4805 NR18                              0.53   0.43   0.88
 AE4805  -------------------------------------------------------------------
 AE4805
 AE4805.The horizontal coordinates were established by GPS observations
 AE4805.and adjusted by the National Geodetic Survey in February 2007.
 AE4805
 AE4805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4805.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4805.The horizontal coordinates are valid at the epoch date displayed above.
 AE4805.The epoch date for horizontal control is a decimal equivalence
 AE4805.of Year/Month/Day.
 AE4805
 AE4805.The orthometric height was determined by GPS observations and a
 AE4805.high-resolution geoid model.
 AE4805.The orthometric height was determined by GPS observations and a
 AE4805.high-resolution geoid model using precise GPS observation and
 AE4805.processing techniques.
 AE4805
 AE4805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4805
 AE4805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4805
 AE4805.The ellipsoidal height was determined by GPS observations
 AE4805.and is referenced to NAD 83.
 AE4805
 AE4805.The geoid height was determined by GEOID03.
 AE4805
 AE4805;                    North         East     Units Scale Factor Converg.
 AE4805;SPC AZ C     -   310,802.928   188,686.943   MT  0.99990750   -0 08 53.7
 AE4805;SPC AZ C     - 1,019,694.65    619,051.65   iFT  0.99990750   -0 08 53.7
 AE4805;UTM  12      - 3,740,908.825   390,483.996   MT  0.99974786   -0 39 29.8
 AE4805
 AE4805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4805!SPC AZ C     -   0.99992778  x   0.99990750  =   0.99983529
 AE4805!UTM  12      -   0.99992778  x   0.99974786  =   0.99967566
 AE4805
 AE4805:                Primary Azimuth Mark                     Grid Az
 AE4805:SPC AZ C     -  NR08                                     190 45 53.7
 AE4805:UTM  12      -  NR08                                     191 16 29.8
 AE4805
 AE4805|---------------------------------------------------------------------|
 AE4805| PID    Reference Object                     Distance      Geod. Az  |
 AE4805|                                                           dddmmss.s |
 AE4805| AE4802 NR08                                APPROX. 0.5 KM 1903700.0 |
 AE4805|---------------------------------------------------------------------|
 AE4805
 AE4805                          SUPERSEDED SURVEY CONTROL
 AE4805
 AE4805  NAD 83(1992)-  33 48 09.70630(N)    112 10 59.32822(W) AD(       ) B
 AE4805  ELLIP H (04/12/01)  460.108  (m)                       GP(       ) 3 2
 AE4805  NAD 83(1992)-  33 48 09.70643(N)    112 10 59.32877(W) AD(       ) 1
 AE4805  NGVD 29 (11/28/97)  488.8    (m)         1604.     (f) GPS OBS     3  
 AE4805
 AE4805.Superseded values are not recommended for survey control.
 AE4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4805.See file dsdata.txt to determine how the superseded data were derived.
 AE4805
 AE4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9048440909(NAD 83)
 AE4805_MARKER: I = METAL ROD
 AE4805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4805_STAMPING: NR-18
 AE4805_MARK LOGO: MCDOT 
 AE4805_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4805_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4805+STABILITY: POSITION/ELEVATION WELL
 AE4805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4805+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2008
 AE4805_ROD/PIPE-DEPTH: 3.7  meters
 AE4805_SLEEVE-DEPTH  : .7 meters
 AE4805
 AE4805  HISTORY     - Date     Condition        Report By
 AE4805  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4805  HISTORY     - 20000426 GOOD             MCDOT
 AE4805  HISTORY     - 20031221 POOR             USPSQD
 AE4805  HISTORY     - 20050831 GOOD             EVANS
 AE4805  HISTORY     - 20080918 GOOD             GEOCAC
 AE4805
 AE4805                          STATION DESCRIPTION
 AE4805
 AE4805'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4805'TO REACH STATION FROM EXIT 224 (CAREFREE HIGHWAY) OF INTERSTATE 17,
 AE4805'TRAVEL WEST ON CAREFREE HIGHWAY FOR 2.8 MI (4.51 KM) TO A CATTLE GATE
 AE4805'ON NORTH R/W FENCE NEAR MILEPOST 28 AND TRI-STATION NR-08. TURN RIGHT
 AE4805'(NORTH) THROUGH GATE AND TRAVEL 0.3 MI (0.48 KM) ALONG DIRT ROAD TO
 AE4805'STATION ON RIGHT (EAST). STATION MARK IS A 9/16 STAINLESS STEEL ROD IN
 AE4805'A HANDWELL INCASED IN CONCRETE STAMPED NR-18 ON HANDWELL RIM. STATION
 AE4805'IS 75 FT (22.86 M) EAST OF THE EAST EDGE OF DIRT ROAD AND 3 FT (0.91
 AE4805'M) SOUTH OF A WITNESS POST.
 AE4805
 AE4805                          STATION RECOVERY (2000)
 AE4805
 AE4805'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 AE4805'RECOVERED AS DESCRIBED.
 AE4805
 AE4805                          STATION RECOVERY (2003)
 AE4805
 AE4805'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 AE4805'RECOVERED AS DESCRIBED. WITNESS POST LAYING ON GROUND, ACCESS COVER
 AE4805'MISSING.
 AE4805
 AE4805                          STATION RECOVERY (2005)
 AE4805
 AE4805'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 AE4805'RECOVERED IN GOOD CONDITION.
 AE4805
 AE4805                          STATION RECOVERY (2008)
 AE4805
 AE4805'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 AE4805'RECOVERED IN GOOD CONDITION, THOUGH HANDWELL LID IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4800 ***********************************************************************
 AE4800  HT_MOD      -  This is a Height Modernization Survey Station.
 AE4800  DESIGNATION -  NR22
 AE4800  PID         -  AE4800
 AE4800  STATE/COUNTY-  AZ/MARICOPA
 AE4800  USGS QUAD   -  NEW RIVER (1981)
 AE4800
 AE4800                         *CURRENT SURVEY CONTROL
 AE4800  ___________________________________________________________________
 AE4800* NAD 83(2007)-  33 59 02.85339(N)    112 09 57.79194(W)     ADJUSTED  
 AE4800* NAVD 88     -       597.66   (meters)    1960.8    (feet)  GPS OBS   
 AE4800  ___________________________________________________________________
 AE4800  EPOCH DATE  -        2007.00
 AE4800  X           -  -1,997,654.307 (meters)                     COMP
 AE4800  Y           -  -4,903,404.941 (meters)                     COMP
 AE4800  Z           -   3,545,304.748 (meters)                     COMP
 AE4800  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 AE4800  ELLIP HEIGHT-         569.051 (meters)          (02/10/07) ADJUSTED
 AE4800  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AE4800
 AE4800  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4800  Type    PID    Designation                      North   East  Ellip
 AE4800  -------------------------------------------------------------------
 AE4800  NETWORK AE4800 NR22                              0.57   0.43   0.90
 AE4800  -------------------------------------------------------------------
 AE4800
 AE4800.The horizontal coordinates were established by GPS observations
 AE4800.and adjusted by the National Geodetic Survey in February 2007.
 AE4800
 AE4800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4800.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4800.The horizontal coordinates are valid at the epoch date displayed above.
 AE4800.The epoch date for horizontal control is a decimal equivalence
 AE4800.of Year/Month/Day.
 AE4800
 AE4800.The orthometric height was determined by GPS observations and a
 AE4800.high-resolution geoid model.
 AE4800.The orthometric height was determined by GPS observations and a
 AE4800.high-resolution geoid model using precise GPS observation and
 AE4800.processing techniques.
 AE4800
 AE4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4800
 AE4800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4800
 AE4800.The ellipsoidal height was determined by GPS observations
 AE4800.and is referenced to NAD 83.
 AE4800
 AE4800.The geoid height was determined by GEOID03.
 AE4800
 AE4800;                    North         East     Units Scale Factor Converg.
 AE4800;SPC AZ C     -   330,921.269   190,318.460   MT  0.99990654   -0 08 21.8
 AE4800;SPC AZ C     - 1,085,699.70    624,404.40   iFT  0.99990654   -0 08 21.8
 AE4800;UTM  12      - 3,761,008.559   392,294.665   MT  0.99974300   -0 39 06.6
 AE4800
 AE4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4800!SPC AZ C     -   0.99991068  x   0.99990654  =   0.99981722
 AE4800!UTM  12      -   0.99991068  x   0.99974300  =   0.99965370
 AE4800
 AE4800:                Primary Azimuth Mark                     Grid Az
 AE4800:SPC AZ C     -  NR02                                     105 34 44.8
 AE4800:UTM  12      -  NR02                                     106 05 29.6
 AE4800
 AE4800|---------------------------------------------------------------------|
 AE4800| PID    Reference Object                     Distance      Geod. Az  |
 AE4800|                                                           dddmmss.s |
 AE4800| AE4804 NR02                                446.244 METERS 1052623.0 |
 AE4800|---------------------------------------------------------------------|
 AE4800
 AE4800                          SUPERSEDED SURVEY CONTROL
 AE4800
 AE4800  NAD 83(1992)-  33 59 02.85279(N)    112 09 57.79142(W) AD(       ) B
 AE4800  ELLIP H (04/12/01)  569.051  (m)                       GP(       ) 3 2
 AE4800  NAD 83(1992)-  33 59 02.85285(N)    112 09 57.79198(W) AD(       ) 1
 AE4800  NGVD 29 (11/28/97)  597.0    (m)         1959.     (f) GPS OBS     3  
 AE4800
 AE4800.Superseded values are not recommended for survey control.
 AE4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4800.See file dsdata.txt to determine how the superseded data were derived.
 AE4800
 AE4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9229561009(NAD 83)
 AE4800_MARKER: I = METAL ROD
 AE4800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4800_STAMPING: NR-22
 AE4800_MARK LOGO: MCDOT 
 AE4800_PROJECTION: PROJECTING 4 CENTIMETERS
 AE4800_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4800+STABILITY: POSITION/ELEVATION WELL
 AE4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4800+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2009
 AE4800_ROD/PIPE-DEPTH: 2.1  meters
 AE4800_SLEEVE-DEPTH  : .5 meters
 AE4800
 AE4800  HISTORY     - Date     Condition        Report By
 AE4800  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4800  HISTORY     - 20000505 GOOD             MCDOT
 AE4800  HISTORY     - 20070909 GOOD             GEOCAC
 AE4800  HISTORY     - 20090109 GOOD             GEOCAC
 AE4800
 AE4800                          STATION DESCRIPTION
 AE4800
 AE4800'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4800'TO REACH STATION FROM EXIT 236 (TABLE MESA ROAD) OF INTERSTATE 17,
 AE4800'TRAVEL TO FRONTAGE ROAD LEADING NORTH ALONG INTERSTATE HIGHWAY. TRAVEL
 AE4800'NORTH 0.5 MI (0.80 KM) TO END OF PAVEMENT. CONTINUE ALONG GRADED
 AE4800'GRAVEL ROAD 1.2 MI (1.93 KM) TO FORK IN ROAD. TAKE LEFT (SOUTHERN)
 AE4800'FORK AND CONTINUE FOR 1.5 MI (2.41 KM) TO THE STATION ON THE RIGHT
 AE4800'(NORTH). STATION MARK IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL
 AE4800'INCASED IN CONCRETE, STAMPED NR-22 ON RIM OF HANDWELL. STATION IS 45
 AE4800'FT (13.72 M) NORTH OF GRADED ROAD (TABLE MESA RD), 7 FT (2.13 M) SOUTH
 AE4800'FROM EDGE OF DIRT ROAD TRAVELING NORTHEAST, APPROX. 125 FT (38.10 M)
 AE4800'EAST OF INTERSECTION OF THE PREVIOUSLY DESCRIBED ROADS AND APPROX. 300
 AE4800'FT (91.44 M) WEST OF UNNAMED WASH.
 AE4800
 AE4800                          STATION RECOVERY (2000)
 AE4800
 AE4800'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 AE4800'RECOVERED AS DESCRIBED.
 AE4800
 AE4800                          STATION RECOVERY (2007)
 AE4800
 AE4800'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AE4800'RECOVERED IN GOOD CONDITION.
 AE4800
 AE4800                          STATION RECOVERY (2009)
 AE4800
 AE4800'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 AE4800'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AE4800'THE DESCRIPTION - THE MARK IS LOCATED 3.8 FEET SOUTH OF A WITNESS
 AE4800'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE4801 ***********************************************************************
 AE4801  DESIGNATION -  NR44
 AE4801  PID         -  AE4801
 AE4801  STATE/COUNTY-  AZ/MARICOPA
 AE4801  USGS QUAD   -  NEW RIVER (1981)
 AE4801
 AE4801                         *CURRENT SURVEY CONTROL
 AE4801  ___________________________________________________________________
 AE4801* NAD 83(2007)-  33 54 22.54923(N)    112 09 19.93446(W)     ADJUSTED  
 AE4801* NAVD 88     -       627.7    (meters)    2059.     (feet)  VERTCON   
 AE4801  ___________________________________________________________________
 AE4801  EPOCH DATE  -        2007.00
 AE4801  X           -  -1,998,582.542 (meters)                     COMP
 AE4801  Y           -  -4,908,261.404 (meters)                     COMP
 AE4801  Z           -   3,538,156.065 (meters)                     COMP
 AE4801  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 AE4801  ELLIP HEIGHT-         598.868 (meters)          (02/10/07) ADJUSTED
 AE4801  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AE4801
 AE4801  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4801  Type    PID    Designation                      North   East  Ellip
 AE4801  -------------------------------------------------------------------
 AE4801  NETWORK AE4801 NR44                              0.59   0.49   1.04
 AE4801  -------------------------------------------------------------------
 AE4801
 AE4801.The horizontal coordinates were established by GPS observations
 AE4801.and adjusted by the National Geodetic Survey in February 2007.
 AE4801
 AE4801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4801.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4801.The horizontal coordinates are valid at the epoch date displayed above.
 AE4801.The epoch date for horizontal control is a decimal equivalence
 AE4801.of Year/Month/Day.
 AE4801
 AE4801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4801
 AE4801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4801
 AE4801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4801
 AE4801.The ellipsoidal height was determined by GPS observations
 AE4801.and is referenced to NAD 83.
 AE4801
 AE4801.The geoid height was determined by GEOID03.
 AE4801
 AE4801;                    North         East     Units Scale Factor Converg.
 AE4801;SPC AZ C     -   322,283.199   191,269.958   MT  0.99990601   -0 07 59.7
 AE4801;SPC AZ C     - 1,057,359.58    627,526.11   iFT  0.99990601   -0 07 59.7
 AE4801;UTM  12      - 3,752,363.754   393,168.803   MT  0.99974069   -0 38 40.8
 AE4801
 AE4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4801!SPC AZ C     -   0.99990600  x   0.99990601  =   0.99981201
 AE4801!UTM  12      -   0.99990600  x   0.99974069  =   0.99964671
 AE4801
 AE4801                          SUPERSEDED SURVEY CONTROL
 AE4801
 AE4801  ELLIP H (06/11/02)  598.883  (m)                       GP(       ) 3 2
 AE4801  NAD 83(1992)-  33 54 22.54903(N)    112 09 19.93460(W) AD(       ) 1
 AE4801  NGVD 29 (11/28/97)  627.1    (m)         2057.     (f) GPS OBS     3  
 AE4801
 AE4801.Superseded values are not recommended for survey control.
 AE4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4801.See file dsdata.txt to determine how the superseded data were derived.
 AE4801
 AE4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9316952364(NAD 83)
 AE4801_MARKER: I = METAL ROD
 AE4801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4801_STAMPING: NR-44
 AE4801_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4801_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4801+STABILITY: POSITION/ELEVATION WELL
 AE4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4801+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 AE4801_ROD/PIPE-DEPTH: 2.3  meters
 AE4801_SLEEVE-DEPTH  : .75 meters
 AE4801
 AE4801  HISTORY     - Date     Condition        Report By
 AE4801  HISTORY     - 1996     MONUMENTED       ATEAM
 AE4801  HISTORY     - 20051015 GOOD             USPSQD
 AE4801  HISTORY     - 20070629 GOOD             GEOCAC
 AE4801
 AE4801                          STATION DESCRIPTION
 AE4801
 AE4801'DESCRIBED BY A TEAM PA INC 1996 (JJR)
 AE4801'TO REACH STATION FROM EXIT 232 (NEW RIVER ROAD) OF INTERSTATE 17,
 AE4801'TRAVEL WEST ON NEW RIVER ROAD 0.9 MI (1.45 KM) TO STATION ON THE RIGHT
 AE4801'(NORTH). STATION MARK IS A 9/16 STAINLESS STEEL ROD IN A HANDWELL
 AE4801'INCASED IN CONCRETE STAMPED NR-44 ON HANDWELL RIM. STATION IS APPROX.
 AE4801'100 FT (30.48 M) SOUTH OF A FENCE SURROUNDING FACILITY BUILDING, 45 FT
 AE4801'(13.72 M) NORTHEAST OF CENTERLINE OF NEW RIVER ROAD, 30 FT (9.14 M)
 AE4801'WEST OF THE ANGLEPOINT OF A DRAINAGE DITCH HEADWALL AND 2.5 FT (0.76
 AE4801'M) SOUTHEAST OF A WITNESS POST. STATION IS LOCATED IN THE SOUTHEAST
 AE4801'QUARTER OF SECTION 33, T7N, R2E, G.S.R.M.
 AE4801
 AE4801                          STATION RECOVERY (2005)
 AE4801
 AE4801'RECOVERY NOTE BY US POWER SQUADRON 2005 (WJ)
 AE4801'RECOVERED AS DESCRIBED
 AE4801
 AE4801                          STATION RECOVERY (2007)
 AE4801
 AE4801'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AE4801'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AE4801'THE DESCRIPTION   THERE WAS NO WITNESS POST IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0398 ***********************************************************************
 GQ0398  DESIGNATION -  NUGGET
 GQ0398  PID         -  GQ0398
 GQ0398  STATE/COUNTY-  AZ/MOHAVE
 GQ0398  USGS QUAD   -  PAKOON SPRINGS (1971)
 GQ0398
 GQ0398                         *CURRENT SURVEY CONTROL
 GQ0398  ___________________________________________________________________
 GQ0398* NAD 83(1992)-  36 24 02.13774(N)    113 56 01.19917(W)     ADJUSTED  
 GQ0398* NAVD 88     -       769.0    (meters)    2523.     (feet)  VERTCON   
 GQ0398  ___________________________________________________________________
 GQ0398  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 GQ0398  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 GQ0398  HORZ ORDER  -  FIRST
 GQ0398
 GQ0398.The horizontal coordinates were established by classical geodetic methods
 GQ0398.and adjusted by the National Geodetic Survey in August 1993.
 GQ0398
 GQ0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0398
 GQ0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0398
 GQ0398.The geoid height was determined by GEOID03.
 GQ0398
 GQ0398;                    North         East     Units Scale Factor Converg.
 GQ0398;SPC AZ W     -   598,995.061   196,885.203   MT  0.99993668   -0 06 32.4
 GQ0398;SPC AZ W     - 1,965,206.89    645,948.83   iFT  0.99993668   -0 06 32.4
 GQ0398;SPC NV E     - 8,184,381.365   347,975.471   MT  1.00016971   +0 58 44.9
 GQ0398;SPC NV E     -26,851,591.20  1,141,649.52   sFT  1.00016971   +0 58 44.9
 GQ0398;UTM  12      - 4,032,380.712   236,905.015   MT  1.00045292   -1 44 30.9
 GQ0398;UTM  11      - 4,032,750.841   774,996.055   MT  1.00053184   +1 49 14.8
 GQ0398
 GQ0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0398!SPC AZ W     -   0.99988346  x   0.99993668  =   0.99982014
 GQ0398!SPC NV E     -   0.99988346  x   1.00016971  =   1.00005315
 GQ0398!UTM  12      -   0.99988346  x   1.00045292  =   1.00033632
 GQ0398!UTM  11      -   0.99988346  x   1.00053184  =   1.00041524
 GQ0398
 GQ0398:                Primary Azimuth Mark                     Grid Az
 GQ0398:SPC AZ W     -  NUGGET AZ MK                             205 50 15.2
 GQ0398:SPC NV E     -  NUGGET AZ MK                             204 44 57.9
 GQ0398:UTM  12      -  NUGGET AZ MK                             207 28 13.7
 GQ0398:UTM  11      -  NUGGET AZ MK                             203 54 28.0
 GQ0398
 GQ0398|---------------------------------------------------------------------|
 GQ0398| PID    Reference Object                     Distance      Geod. Az  |
 GQ0398|                                                           dddmmss.s |
 GQ0398| CH3818 NUGGET AZ MK                                       2054342.8 |
 GQ0398| CH3819 NUGGET RM 1                           6.948 METERS 21238     |
 GQ0398| GQ0396 PAKOON RIDGE TARGET                 APPROX. 5.5 KM 2752841.6 |
 GQ0398| CH3820 NUGGET RM 2                          13.584 METERS 29912     |
 GQ0398|---------------------------------------------------------------------|
 GQ0398
 GQ0398                          SUPERSEDED SURVEY CONTROL
 GQ0398
 GQ0398  NAD 83(1986)-  36 24 02.13168(N)    113 56 01.19726(W) AD(       ) 1
 GQ0398  NAD 27      -  36 24 02.19800(N)    113 55 58.37300(W) AD(       ) 1
 GQ0398  NGVD 29 (07/19/86)  768.3    (m)         2521.     (f) VERT ANG    3  
 GQ0398
 GQ0398.Superseded values are not recommended for survey control.
 GQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0398.See file dsdata.txt to determine how the superseded data were derived.
 GQ0398
 GQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3690532381(NAD 83)
 GQ0398_MARKER: DS = TRIANGULATION STATION DISK
 GQ0398_SETTING: 80 = SET IN A BOULDER
 GQ0398_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0398
 GQ0398  HISTORY     - Date     Condition        Report By
 GQ0398  HISTORY     - 1953     MONUMENTED       CGS
 GQ0398  HISTORY     - 1960     GOOD             AMS
 GQ0398
 GQ0398                          STATION DESCRIPTION
 GQ0398
 GQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0398'THE STATION IS LOCATED ON THE WEST RIM OF A PROMINENT MESA WHICH
 GQ0398'HAS A BLADED ROAD THAT FOLLOWS THE WEST RIM AND RUNS IN A NORTH
 GQ0398'AND SOUTH DIRECTION.  IT IS 36 MILES SOUTH-SOUTHEAST OF MESQUITE
 GQ0398'NEVADA, 9 MILES EAST OF THE ARIZONA-NEVADA STATE LINE, 3 MILES
 GQ0398'EAST-SOUTHEAST OF THE UPPER YATES RANCH, 75 YARDS WEST OF A
 GQ0398'BLADED ROAD AND 15 FEET SOUTH OF A CAIRN.
 GQ0398'
 GQ0398'TO REACH FROM THE POST OFFICE IN MESQUITE GO IN A SOUTHERLY
 GQ0398'DIRECTION ON U.S. HIGHWAY 91 FOR 10.3 MILES TO A SIDE ROAD LEFT.
 GQ0398'JUST BEFORE CROSSING THE VIRGIN RIVER.  TURN LEFT AND GO 0.3
 GQ0398'MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 GQ0398'FOR 9 MILES TO A FORK.  TAKE RIGHT FORK FOR 0.8 MILE TO A FORK
 GQ0398'AND SIGN JAUNITA SPR 5 MI KEEP LEFT ON THE MAIN TRAVELED ROAD FOR
 GQ0398'9.6 MILES TO A FORK.  TAKE LEFT FORK FOR 5.2 MILES UP OVER
 GQ0398'A PASS AND DOWN THE EAST SIDE TO A ROAD FORK WHICH IS 0.3
 GQ0398'MILE WEST OF RANCH BUILDINGS AND LARGE TREES.  KEEP RIGHT AND
 GQ0398'GO FOR 11 MILES TO A ROAD FORK.  TAKE THE RIGHT FORK AROUND
 GQ0398'THE YATES BUILDINGS AND HAY FIELDS TO THE RIGHT AND GO FOR
 GQ0398'2.5 MILES TO A FORK JUST BEFORE REACHING A CABIN ON A HIGH
 GQ0398'BENCH TO THE RIGHT OF THE ROAD.  KEEP LEFT FOR 0.3 MILE TO THE
 GQ0398'ROAD THAT TURNS OFF TO THE CABIN.  KEEP LEFT FOR 0.4 MILE TO A
 GQ0398'FORK AT THE SUMMIT OF THE RIM.  TURN LEFT ON THE BLADED ROAD
 GQ0398'AND GO NORTH-NORTHEAST FOR 1.0 MILE TO A POINT JUST BEFORE
 GQ0398'COMMING TO A FORK.  TURN RIGHT OFF THE ROAD AND GO SOUTHEAST FOR
 GQ0398'75 YARDS TO THE SUMMIT OF A LOW RISE AND THE AZIMUTH MARK,
 GQ0398'MARKED BY A WHITE WITNESS POST.  RETURN TO THE ROAD AND
 GQ0398'CONTINUE NORTH-NORTHEAST ON EITHER FORK FOR 0.6 MILE TO THE
 GQ0398'STATION SITE ON THE LEFT AS DESCRIBED.
 GQ0398'
 GQ0398'THE STATION IS A STANDARD DISK STAMPED NUGGET 1953.  IT IS
 GQ0398'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH.
 GQ0398'
 GQ0398'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NUGGET NO 1 1953.
 GQ0398'IT IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 GQ0398'18 INCHES.
 GQ0398'
 GQ0398'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NUGGET NO 2 1953.
 GQ0398'IT IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH.
 GQ0398'
 GQ0398'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NUGGET 1953.  IT
 GQ0398'IS CEMENTED IN A DRILL HOLE IN A 3 FT X 2 FT X 1 FT BOULDER
 GQ0398'WHICH PROJECTS 12 INCHES.  THE MARK IS 75 YARDS SOUTHEAST OF
 GQ0398'A BLADED ROAD AND 8 FEET NORTHWEST OF A CAIRN WITH A WHITE
 GQ0398'WITNESS POST IN IT.  THE TO REACH IS IN THE TO REACH OF THE
 GQ0398'STATION.
 GQ0398
 GQ0398                          STATION RECOVERY (1960)
 GQ0398
 GQ0398'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 GQ0398'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0721 ***********************************************************************
 DT0721  DESIGNATION -  NUTRIOSO
 DT0721  PID         -  DT0721
 DT0721  STATE/COUNTY-  AZ/APACHE
 DT0721  USGS QUAD   -  NUTRIOSO (1991)
 DT0721
 DT0721                         *CURRENT SURVEY CONTROL
 DT0721  ___________________________________________________________________
 DT0721* NAD 83(1992)-  33 57 27.91830(N)    109 12 31.78208(W)     ADJUSTED  
 DT0721* NAVD 88     -      2341.1    (meters)    7681.     (feet)  VERTCON   
 DT0721  ___________________________________________________________________
 DT0721  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DT0721  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0721  HORZ ORDER  -  SECOND
 DT0721
 DT0721.The horizontal coordinates were established by classical geodetic methods
 DT0721.and adjusted by the National Geodetic Survey in August 1993.
 DT0721
 DT0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0721
 DT0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0721
 DT0721.The geoid height was determined by GEOID03.
 DT0721
 DT0721;                    North         East     Units Scale Factor Converg.
 DT0721;SPC AZ E     -   328,381.782   301,886.179   MT  0.99999658   +0 32 06.2
 DT0721;SPC AZ E     - 1,077,368.05    990,440.22   iFT  0.99999658   +0 32 06.2
 DT0721;UTM  12      - 3,758,917.273   665,502.876   MT  0.99993767   +1 00 02.7
 DT0721
 DT0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0721!SPC AZ E     -   0.99963610  x   0.99999658  =   0.99963268
 DT0721!UTM  12      -   0.99963610  x   0.99993767  =   0.99957379
 DT0721
 DT0721|---------------------------------------------------------------------|
 DT0721| PID    Reference Object                     Distance      Geod. Az  |
 DT0721|                                                           dddmmss.s |
 DT0721| CD2408 NUTRIOSO RM 2                        13.736 METERS 00025     |
 DT0721| ER0471 RUDD                                APPROX. 7.9 KM 0144554.5 |
 DT0721| CD2407 NUTRIOSO RM 1                        13.561 METERS 18106     |
 DT0721|---------------------------------------------------------------------|
 DT0721
 DT0721                          SUPERSEDED SURVEY CONTROL
 DT0721
 DT0721  NAD 83(1986)-  33 57 27.91691(N)    109 12 31.78604(W) AD(       ) 2
 DT0721  NAD 27      -  33 57 27.73852(N)    109 12 29.49272(W) AD(       ) 2
 DT0721  NGVD 29 (07/19/86) 2340.1    (m)         7677.     (f) VERT ANG    3  
 DT0721
 DT0721.Superseded values are not recommended for survey control.
 DT0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0721.See file dsdata.txt to determine how the superseded data were derived.
 DT0721
 DT0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6550358917(NAD 83)
 DT0721_MARKER: DD = SURVEY DISK
 DT0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0721+STABILITY: SURFACE MOTION
 DT0721
 DT0721  HISTORY     - Date     Condition        Report By
 DT0721  HISTORY     - 1978     MONUMENTED       AZDT
 DT0721  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0721
 DT0721                          STATION DESCRIPTION
 DT0721
 DT0721'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0721'THE STATION IS ABOUT 12.5 MILES EAST SOUTHEAST OF SPRINGERVILLE,
 DT0721'0.5 MILE NORTH OF NUTRIOSO AND ALONG THE WEST R/W OF
 DT0721'U.S. HWY. 180-666.
 DT0721'
 DT0721'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED NUTRIOSO 1978
 DT0721'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 DT0721'IS LOCATED JUST AS YOU ENTER THE VILLAGE OF NUTRIOSO, 42 FEET
 DT0721'WEST OF HWY. CENTERLINE, 26 FEET SOUTH OF A PIPE-FRAMED GATE AND
 DT0721'IS MARKED WITH A WITNESS POST AND SIGN 2.9 FEET NORTHWEST OF
 DT0721'STATION.
 DT0721'
 DT0721'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED NUTRIOSO
 DT0721'RM 1 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 41 FEET
 DT0721'WEST OF HWY. CENTERLINE.
 DT0721'
 DT0721'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED NUTRIOSO
 DT0721'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 42 FEET
 DT0721'WEST OF HWY. CENTERLINE.
 DT0721'
 DT0721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DT0721'180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 DT0721'HWY. 180-666 16 MILES TO MILE POST 416.61 AND THE STATION ON THE
 DT0721'RIGHT JUST AS YOU ENTER THE VILLAGE OF NUTRIOSO.
 DT0721'
 DT0721'HEIGHT OF LIGHT ABOVE STATION MARK 3.43 METERS.
 DT0721
 DT0721                          STATION RECOVERY (2005)
 DT0721
 DT0721'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0721'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1063 ***********************************************************************
 FS1063  DESIGNATION -  NUTT
 FS1063  PID         -  FS1063
 FS1063  STATE/COUNTY-  AZ/MOHAVE
 FS1063  USGS QUAD   -  MOUNT NUTT (1967)
 FS1063
 FS1063                         *CURRENT SURVEY CONTROL
 FS1063  ___________________________________________________________________
 FS1063* NAD 83(1992)-  35 05 25.02368(N)    114 20 26.26507(W)     ADJUSTED  
 FS1063* NAVD 88     -      1590.5    (meters)    5218.     (feet)  VERTCON   
 FS1063  ___________________________________________________________________
 FS1063  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 FS1063  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FS1063  HORZ ORDER  -  SECOND
 FS1063
 FS1063.The horizontal coordinates were established by classical geodetic methods
 FS1063.and adjusted by the National Geodetic Survey in August 1993.
 FS1063
 FS1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1063
 FS1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1063
 FS1063.The geoid height was determined by GEOID03.
 FS1063
 FS1063;                    North         East     Units Scale Factor Converg.
 FS1063;SPC AZ W     -   453,764.183   159,505.096   MT  0.99996907   -0 20 22.3
 FS1063;SPC AZ W     - 1,488,727.63    523,310.68   iFT  0.99996907   -0 20 22.3
 FS1063;UTM  11      - 3,886,291.062   742,434.894   MT  1.00032442   +1 31 46.3
 FS1063
 FS1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1063!SPC AZ W     -   0.99975504  x   0.99996907  =   0.99972411
 FS1063!UTM  11      -   0.99975504  x   1.00032442  =   1.00007938
 FS1063
 FS1063|---------------------------------------------------------------------|
 FS1063| PID    Reference Object                     Distance      Geod. Az  |
 FS1063|                                                           dddmmss.s |
 FS1063| CC6153 NUTT RM 2                             2.948 METERS 03833     |
 FS1063| FS1062 AIRWAY BEACON TOWER                 APPROX. 5.7 KM 2004228.4 |
 FS1063| FS1060 NUTT MOUNT CAIRN                    APPROX. 1.2 KM 2550153.5 |
 FS1063| CC6152 NUTT RM 1                             7.222 METERS 31625     |
 FS1063|---------------------------------------------------------------------|
 FS1063
 FS1063                          SUPERSEDED SURVEY CONTROL
 FS1063
 FS1063  NAD 83(1986)-  35 05 25.02706(N)    114 20 26.26593(W) AD(       ) 2
 FS1063  NAD 27      -  35 05 25.02400(N)    114 20 23.42000(W) AD(       ) 2
 FS1063  NGVD 29 (07/19/86) 1589.7    (m)         5216.     (f) VERT ANG    3  
 FS1063
 FS1063.Superseded values are not recommended for survey control.
 FS1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1063.See file dsdata.txt to determine how the superseded data were derived.
 FS1063
 FS1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4243586291(NAD 83)
 FS1063_MARKER: DS = TRIANGULATION STATION DISK
 FS1063_SETTING: 66 = SET IN ROCK OUTCROP
 FS1063
 FS1063  HISTORY     - Date     Condition        Report By
 FS1063  HISTORY     - 1948     MONUMENTED       CGS
 FS1063
 FS1063                          STATION DESCRIPTION
 FS1063
 FS1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1063'THE STATION IS ON THE HIGHEST ELEVATION OF A GROUP OF FOUR LOCAL
 FS1063'POINTS OF THE BLACK MOUNTAINS KNOWN AS MOUNT NUTT, ABOUT 4 MILES
 FS1063'NORTHEAST OF U.S. HIGHWAY 66 AT THE UTE MOUNTAIN PASS JUST
 FS1063'EAST OF OATMAN.
 FS1063'
 FS1063'TO REACH THE STATION FROM THE POST OFFICE IN OATMAN GO EASTERLY
 FS1063'ON U.S. HIGHWAY 66 FOR 4.5 MILES TO THE FILLING STATION AND
 FS1063'SMALL STORE AT THE SUMMIT OF THE PASS AND THE END OF TRUCK
 FS1063'TRAVEL.  FROM THE STORE PACK NORTHERLY UP SIDE OF RIDGE TOWARDS
 FS1063'ITS CREST THEN FOLLOW RIDGE NORTHERLY FOR ABOUT 2 MILE, THENCE
 FS1063'LEFT AROUND THE SIDE OF A SHARP ROCKY APPEARING PEAK FROM THE
 FS1063'SOUTH, FOR ABOUT 1-1/3 MILES TO A SADDLE AT ITS NORTHERLY END.
 FS1063'FROM THE SADDLE BEAR LEFT UP ROCKY STEEP RIDGE FOR ABOUT 3/4
 FS1063'MILE TO ITS HIGHEST POINT AND THE STATION.  A 4 HOUR PACK.
 FS1063'
 FS1063'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP PROJECTING
 FS1063'ABOUT 4 INCHES AND IS ON THE HIGHEST POINT OF THE HILL.  IT
 FS1063'IS STAMPED NUTT 1948.
 FS1063'
 FS1063'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1063'IN OUTCROP PROJECTING ABOUT 4 INCHES, ON THE CREST OF RIDGE,
 FS1063'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 FS1063'NUTT NO 1 1948.
 FS1063'
 FS1063'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FS1063'OUTCROP ON THE NORTH EDGE OF HILL PROJECTING ABOUT 3 FEET, AND
 FS1063'IS ABOUT 6 INCHES LOWER THAN THE STATION.  IT IS STAMPED NUTT
 FS1063'NO 2 1948.
 FS1063'
 FS1063'STATION OBS WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1060 ***********************************************************************
 FS1060  DESIGNATION -  NUTT MOUNT CAIRN
 FS1060  PID         -  FS1060
 FS1060  STATE/COUNTY-  AZ/MOHAVE
 FS1060  USGS QUAD   -  MOUNT NUTT (1967)
 FS1060
 FS1060                         *CURRENT SURVEY CONTROL
 FS1060  ___________________________________________________________________
 FS1060* NAD 83(1992)-  35 05 15.10370(N)    114 21 11.39433(W)     ADJUSTED  
 FS1060* NAVD 88     -              **(meters)            **(feet)            
 FS1060  ___________________________________________________________________
 FS1060  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 FS1060  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FS1060  HORZ ORDER  -  THIRD
 FS1060
 FS1060.The horizontal coordinates were established by classical geodetic methods
 FS1060.and adjusted by the National Geodetic Survey in August 1993.
 FS1060
 FS1060
 FS1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1060
 FS1060.The geoid height was determined by GEOID03.
 FS1060
 FS1060;                    North         East     Units Scale Factor Converg.
 FS1060;SPC AZ W     -   453,465.337   158,360.180   MT  0.99997060   -0 20 48.2
 FS1060;SPC AZ W     - 1,487,747.17    519,554.40   iFT  0.99997060   -0 20 48.2
 FS1060;UTM  11      - 3,885,954.916   741,299.934   MT  1.00031765   +1 31 19.9
 FS1060
 FS1060                          SUPERSEDED SURVEY CONTROL
 FS1060
 FS1060  NAD 83(1986)-  35 05 15.10601(N)    114 21 11.39632(W) AD(       ) 4
 FS1060  NAD 27      -  35 05 15.10200(N)    114 21 08.55800(W) AD(       ) 3
 FS1060
 FS1060.Superseded values are not recommended for survey control.
 FS1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1060.See file dsdata.txt to determine how the superseded data were derived.
 FS1060
 FS1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4130085955(NAD 83)
 FS1060_MARKER: 72 = CAIRN
 FS1060
 FS1060  HISTORY     - Date     Condition        Report By
 FS1060  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1060
 FS1060                          STATION DESCRIPTION
 FS1060
 FS1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1060'THE STATION IS ABOUT 4 MILES NORTH OF OATMAN ON A HIGH PEAK,
 FS1060'ABOUT 1 MILE WEST OF STATION NUTT AND NEAR THE SAME ELEVATION.
 FS1060'
 FS1060'THE STATION IS A HIGH CAIRN WITH A POLE IN THE CENTER AND IS
 FS1060'ON THE HIGHEST POINT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH4875 ***********************************************************************
 AH4875  DESIGNATION -  NW 16
 AH4875  PID         -  AH4875
 AH4875  STATE/COUNTY-  AZ/PIMA
 AH4875  USGS QUAD   -  SAHUARITA (1981)
 AH4875
 AH4875                         *CURRENT SURVEY CONTROL
 AH4875  ___________________________________________________________________
 AH4875* NAD 83(1992)-  31 57 27.57792(N)    110 55 39.40929(W)     ADJUSTED  
 AH4875* NAVD 88     -       834.5    (meters)    2738.     (feet)  VERTCON   
 AH4875  ___________________________________________________________________
 AH4875  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AH4875  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AH4875  HORZ ORDER  -  SECOND
 AH4875
 AH4875.The horizontal coordinates were established by classical geodetic methods
 AH4875.and adjusted by the National Geodetic Survey in October 1998.
 AH4875
 AH4875.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4875
 AH4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4875
 AH4875.The geoid height was determined by GEOID03.
 AH4875
 AH4875;                    North         East     Units Scale Factor Converg.
 AH4875;SPC AZ C     -   106,599.764   306,854.352   MT  1.00000777   +0 31 24.7
 AH4875;SPC AZ C     -   349,736.76  1,006,740.00   iFT  1.00000777   +0 31 24.7
 AH4875;UTM  12      - 3,535,744.986   506,840.415   MT  0.99960058   +0 02 17.9
 AH4875
 AH4875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4875!SPC AZ C     -   0.99987362  x   1.00000777  =   0.99988139
 AH4875!UTM  12      -   0.99987362  x   0.99960058  =   0.99947425
 AH4875
 AH4875|---------------------------------------------------------------------|
 AH4875| PID    Reference Object                     Distance      Geod. Az  |
 AH4875|                                                           dddmmss.s |
 AH4875| AH4886 NW 16 RM 2                           29.031 METERS 18022     |
 AH4875| AH4885 NW 16 RM 1                           28.971 METERS 35944     |
 AH4875|---------------------------------------------------------------------|
 AH4875
 AH4875                          SUPERSEDED SURVEY CONTROL
 AH4875
 AH4875  NGVD 29 (10/30/98)  833.8    (m)         2736.     (f) VERT ANG    3  
 AH4875
 AH4875.Superseded values are not recommended for survey control.
 AH4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4875.See file dsdata.txt to determine how the superseded data were derived.
 AH4875
 AH4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0684035745(NAD 83)
 AH4875_MARKER: DS = TRIANGULATION STATION DISK
 AH4875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4875_PROJECTION: FLUSH
 AH4875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4875+STABILITY: SURFACE MOTION
 AH4875
 AH4875  HISTORY     - Date     Condition        Report By
 AH4875  HISTORY     - 1978     MONUMENTED       AZDT
 AH4875
 AH4875                          STATION DESCRIPTION
 AH4875
 AH4875'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 AH4875'THE STATION IS LOCATED 1-3/4 MILES EAST OF SAHUARITA IN THE CENTER OF
 AH4875'SAHUARITA ROAD.
 AH4875'THE STATION MARK IS AN AZDT DISK STAMPED---T17S R14E 8 9 17 16
 AH4875'1978---.  IT IS SET IN A HAND HOLE.
 AH4875'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---NW 16 RM 1 1987---.  IT IS
 AH4875'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS SET FLUSH.  2 FEET
 AH4875'SOUTH OF A WITNESS POST.
 AH4875'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---NW 16 RM 2 1987---.  IT IS
 AH4875'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 AH4875'TO REACH THE STATION FROM SAHUARITA TRAVEL EAST ALONG SAHUARITA ROAD
 AH4875'FOR 1.7 MILES TO THE STATION WHICH IS ON THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1734 ***********************************************************************
 DV1734  DESIGNATION -  NW 33 OLIVE AVE
 DV1734  PID         -  DV1734
 DV1734  STATE/COUNTY-  AZ/MARICOPA
 DV1734  USGS QUAD   -  EL MIRAGE (1982)
 DV1734
 DV1734                         *CURRENT SURVEY CONTROL
 DV1734  ___________________________________________________________________
 DV1734* NAD 83(1986)-  33 34 01.     (N)    112 16 20.     (W)     SCALED    
 DV1734* NAVD 88     -       333.807  (meters)    1095.17   (feet)  ADJUSTED  
 DV1734  ___________________________________________________________________
 DV1734  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV1734  DYNAMIC HT  -         333.415 (meters)    1093.88  (feet)  COMP
 DV1734  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 DV1734
 DV1734  VERT ORDER  -  SECOND    CLASS I
 DV1734
 DV1734.The horizontal coordinates were scaled from a topographic map and have
 DV1734.an estimated accuracy of +/- 6 seconds.
 DV1734
 DV1734.The orthometric height was determined by differential leveling
 DV1734.and adjusted in November 1993.
 DV1734
 DV1734.The geoid height was determined by GEOID03.
 DV1734
 DV1734.The dynamic height is computed by dividing the NAVD 88
 DV1734.geopotential number by the normal gravity value computed on the
 DV1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1734.degrees latitude (g = 980.6199 gals.).
 DV1734
 DV1734.The modeled gravity was interpolated from observed gravity values.
 DV1734
 DV1734;                    North         East    Units  Estimated Accuracy
 DV1734;SPC AZ C     -   284,680.      180,350.      MT  (+/- 180 meters Scaled)
 DV1734
 DV1734                          SUPERSEDED SURVEY CONTROL
 DV1734
 DV1734.No superseded survey control is available for this station.
 DV1734
 DV1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC819148(NAD 83)
 DV1734_MARKER: DD = SURVEY DISK
 DV1734_SETTING: 0 = UNSPECIFIED SETTING
 DV1734_SP_SET: CONCRETE
 DV1734_MARK LOGO: AZ-013
 DV1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1734+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 DV1734
 DV1734  HISTORY     - Date     Condition        Report By
 DV1734  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1734  HISTORY     - 1982     GOOD             AZDT
 DV1734  HISTORY     - 19950107 GOOD             USPSQD
 DV1734  HISTORY     - 20060325 GOOD             USPSQD
 DV1734  HISTORY     - 20080404 GOOD             GEOCAC
 DV1734
 DV1734                          STATION DESCRIPTION
 DV1734
 DV1734'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1734'11.91 KM (7.4 MI) NORTH FROM TOLLESON.
 DV1734'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1734'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST 0.2 MI
 DV1734'(0.32 KM) TO THE MARK ON CENTERLINE OF OLIVE AVENUE, 74 FT
 DV1734'(22.55 METERS) SOUTHEAST OF POWER POLE 4/9, 56.5 FT (17.22 METERS)
 DV1734'NORTHEAST OF POWER POLE 20A/22 1/2, A STANDARD MARICOPA COUNTY BRASS
 DV1734'CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1734
 DV1734                          STATION RECOVERY (1995)
 DV1734
 DV1734'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1734'RECOVERED IN GOOD CONDITION.
 DV1734
 DV1734                          STATION RECOVERY (2006)
 DV1734
 DV1734'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1734'RECOVERED IN GOOD CONDITION.
 DV1734
 DV1734                          STATION RECOVERY (2008)
 DV1734
 DV1734'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1734' 
 DV1734' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0010 ***********************************************************************
 EU0010  DESIGNATION -  O
 EU0010  PID         -  EU0010
 EU0010  STATE/COUNTY-  AZ/MOHAVE
 EU0010  USGS QUAD   -  YUCCA (1970)
 EU0010
 EU0010                         *CURRENT SURVEY CONTROL
 EU0010  ___________________________________________________________________
 EU0010* NAD 83(1986)-  34 51 38.     (N)    114 09 27.     (W)     SCALED    
 EU0010* NAVD 88     -       532.82   (+/-2cm)    1748.1    (feet)  VERTCON   
 EU0010  ___________________________________________________________________
 EU0010  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 EU0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0010
 EU0010.The horizontal coordinates were scaled from a topographic map and have
 EU0010.an estimated accuracy of +/- 6 seconds.
 EU0010
 EU0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0010.The vertical order pertains to the NGVD 29 superseded value.
 EU0010
 EU0010.The geoid height was determined by GEOID03.
 EU0010
 EU0010;                    North         East    Units  Estimated Accuracy
 EU0010;SPC AZ W     -   428,200.      176,100.      MT  (+/- 180 meters Scaled)
 EU0010
 EU0010                          SUPERSEDED SURVEY CONTROL
 EU0010
 EU0010  NGVD 29 (??/??/??)  532.091  (m)         1745.70   (f) ADJUSTED    1 2
 EU0010
 EU0010.Superseded values are not recommended for survey control.
 EU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0010.See file dsdata.txt to determine how the superseded data were derived.
 EU0010
 EU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU598612(NAD 83)
 EU0010_MARKER: B = BOLT
 EU0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0010_SP_SET: COPING OF CULVERT
 EU0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0010
 EU0010  HISTORY     - Date     Condition        Report By
 EU0010  HISTORY     - UNK      MONUMENTED       CGS
 EU0010  HISTORY     - 1961     MARK NOT FOUND   NGS
 EU0010  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0010
 EU0010                          STATION DESCRIPTION
 EU0010
 EU0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0010'1 MI S FROM YUCCA.
 EU0010'1 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EU0010'THE STATION AT YUCCA, MOHAVE COUNTY, 5 POLES SOUTH OF MILEPOST
 EU0010'541, AT THE NORTHWEST CORNER OF CULVERT A 542, IN THE TOP OF THE
 EU0010'COPING, 0.9 FOOT FROM THE FACE, 0.7 FOOT FROM THE END, AND
 EU0010'12-1/2 FEET WEST OF THE CENTERLINE OF THE WEST TRACK.  A COPPER
 EU0010'BOLT.
 EU0010
 EU0010                          STATION RECOVERY (1970)
 EU0010
 EU0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0832 ***********************************************************************
 DV0832  DESIGNATION -  O 10
 DV0832  PID         -  DV0832
 DV0832  STATE/COUNTY-  AZ/MARICOPA
 DV0832  USGS QUAD   -  HASSAYAMPA (1978)
 DV0832
 DV0832                         *CURRENT SURVEY CONTROL
 DV0832  ___________________________________________________________________
 DV0832* NAD 83(1986)-  33 21 40.     (N)    112 44 56.     (W)     SCALED    
 DV0832* NAVD 88     -       275.324  (meters)     903.29   (feet)  ADJUSTED  
 DV0832  ___________________________________________________________________
 DV0832  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0832  DYNAMIC HT  -         275.006 (meters)     902.25  (feet)  COMP
 DV0832  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV0832
 DV0832  VERT ORDER  -  FIRST     CLASS II
 DV0832
 DV0832.The horizontal coordinates were scaled from a topographic map and have
 DV0832.an estimated accuracy of +/- 6 seconds.
 DV0832
 DV0832.The orthometric height was determined by differential leveling
 DV0832.and adjusted in November 1993.
 DV0832
 DV0832.The geoid height was determined by GEOID03.
 DV0832
 DV0832.The dynamic height is computed by dividing the NAVD 88
 DV0832.geopotential number by the normal gravity value computed on the
 DV0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0832.degrees latitude (g = 980.6199 gals.).
 DV0832
 DV0832.The modeled gravity was interpolated from observed gravity values.
 DV0832
 DV0832;                    North         East    Units  Estimated Accuracy
 DV0832;SPC AZ C     -   262,110.      135,910.      MT  (+/- 180 meters Scaled)
 DV0832
 DV0832                          SUPERSEDED SURVEY CONTROL
 DV0832
 DV0832  NAVD 88 (06/15/91)  275.330  (m)          903.31   (f) UNKNOWN     1 2
 DV0832  NGVD 29 (??/??/92)  274.692  (m)          901.22   (f) ADJ UNCH    1 2
 DV0832
 DV0832.Superseded values are not recommended for survey control.
 DV0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0832.See file dsdata.txt to determine how the superseded data were derived.
 DV0832
 DV0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB372926(NAD 83)
 DV0832_MARKER: DB = BENCH MARK DISK
 DV0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0832_SP_SET: CONCRETE POST
 DV0832_STAMPING: O 10 1927 901.219
 DV0832_MARK LOGO: CGS   
 DV0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0832+STABILITY: SURFACE MOTION
 DV0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0832+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0832
 DV0832  HISTORY     - Date     Condition        Report By
 DV0832  HISTORY     - 1927     MONUMENTED       CGS
 DV0832  HISTORY     - 1952     GOOD             NGS
 DV0832  HISTORY     - 1981     GOOD             NGS
 DV0832  HISTORY     - 19920316 GOOD             NGS
 DV0832
 DV0832                          STATION DESCRIPTION
 DV0832
 DV0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DV0832'9.7 MI W FROM BUCKEYE.
 DV0832'9.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0832'SOUTHERN PACIFIC COMPANY STATION AT BUCKEYE AT A JOG IN A FENCE LINE,
 DV0832'120 FEET SOUTH OF THE CENTER LINE OF A ROAD CROSSING, 101 FEET SOUTH
 DV0832'OF TWO SEMAPHORES EAST BOUND NO. 8662 WEST BOUND NO. 8661, 19.5 FEET
 DV0832'WEST OF THE CENTER LINE OF A CATTLE GUARD, 15 FEET SOUTHWEST OF A
 DV0832'FENCE CORNER, 1.7 FEET EAST OF A WITNESS POST, 1 FOOT NORTH OF A
 DV0832'FENCE, 2 1/2 FEET LOWER THAN THE RAILROAD, AND SET IN TOP OF A
 DV0832'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
 DV0832
 DV0832                          STATION RECOVERY (1981)
 DV0832
 DV0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0832'RECOVERED IN GOOD CONDITION.
 DV0832
 DV0832                          STATION RECOVERY (1992)
 DV0832
 DV0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0832'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0832'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0832'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV0832'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, THENCE 0.5 KM (0.30 MI)
 DV0832'SOUTHERLY ALONG WILSON AVENUE, THENCE 8.4 KM (5.20 MI) WESTERLY ALONG
 DV0832'THE SOUTHERN PACIFIC RAILROAD, 29.5 M (96.8 FT) SOUTHEAST OF THE NEAR
 DV0832'RAIL, 28.1 M (92.2 FT) SOUTH OF RAILROAD SIGNAL NUMBER 8662, 4.4 M
 DV0832'(14.4 FT) SOUTHWEST OF A FENCE CORNER, 3.7 M (12.1 FT) NORTHWEST OF
 DV0832'THE CENTER OF A DIRT ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DV0832'TRACK, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 DV0832'PROJECTS 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0079 ***********************************************************************
 ES0079  DESIGNATION -  O 1715 X 90
 ES0079  PID         -  ES0079
 ES0079  STATE/COUNTY-  AZ/NAVAJO
 ES0079  USGS QUAD   -  HOLBROOK (1986)
 ES0079
 ES0079                         *CURRENT SURVEY CONTROL
 ES0079  ___________________________________________________________________
 ES0079* NAD 83(1986)-  34 54 52.     (N)    110 09 17.     (W)     SCALED    
 ES0079* NAVD 88     -      1577.48   (+/-2cm)    5175.4    (feet)  VERTCON   
 ES0079  ___________________________________________________________________
 ES0079  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0079
 ES0079.The horizontal coordinates were scaled from a topographic map and have
 ES0079.an estimated accuracy of +/- 6 seconds.
 ES0079
 ES0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0079.The vertical order pertains to the NGVD 29 superseded value.
 ES0079
 ES0079.The geoid height was determined by GEOID03.
 ES0079
 ES0079;                    North         East    Units  Estimated Accuracy
 ES0079;SPC AZ E     -   434,080.      214,450.      MT  (+/- 180 meters Scaled)
 ES0079
 ES0079                          SUPERSEDED SURVEY CONTROL
 ES0079
 ES0079  NGVD 29 (??/??/92) 1576.66   (m)         5172.8    (f) COMPUTED    2 0
 ES0079
 ES0079.Superseded values are not recommended for survey control.
 ES0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0079.See file dsdata.txt to determine how the superseded data were derived.
 ES0079
 ES0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD772638(NAD 83)
 ES0079_MARKER: DD = SURVEY DISK
 ES0079_SETTING: 66 = SET IN ROCK OUTCROP
 ES0079_SP_SET: BEDROCK
 ES0079_STAMPING: O 1715X90 1954
 ES0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0079+STABILITY: POSITION/ELEVATION WELL
 ES0079
 ES0079  HISTORY     - Date     Condition        Report By
 ES0079  HISTORY     - 1954     MONUMENTED       AZHD
 ES0079  HISTORY     - 1959     GOOD             NGS
 ES0079  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0079
 ES0079                          STATION DESCRIPTION
 ES0079
 ES0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0079'IN HOLBROOK.
 ES0079'0.9 MILE NORTH ALONG NAVAJO BOULEVARD AND U.S. HIGHWAY 66 FROM THE
 ES0079'POST OFFICE AT HOLBROOK, NAVAJO COUNTY, 0.25 MILE NORTHEAST OF HEWARDS
 ES0079'TRAILER PARK ENTRANCE, 95 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 ES0079'8 FEET SOUTHWEST OF A WITNESS POST, 5 FEET NORTH OF A FENCE, AND
 ES0079'CEMENTED IN A LARGE BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE
 ES0079'GROUND.
 ES0079
 ES0079                          STATION RECOVERY (1983)
 ES0079
 ES0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0201 ***********************************************************************
 FR0201  DESIGNATION -  O 2
 FR0201  PID         -  FR0201
 FR0201  STATE/COUNTY-  AZ/YAVAPAI
 FR0201  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0201
 FR0201                         *CURRENT SURVEY CONTROL
 FR0201  ___________________________________________________________________
 FR0201* NAD 83(1986)-  35 13 19.     (N)    112 32 20.     (W)     SCALED    
 FR0201* NAVD 88     -      1536.976  (meters)    5042.56   (feet)  POSTED    
 FR0201  ___________________________________________________________________
 FR0201  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 FR0201  DYNAMIC HT  -        1534.960 (meters)    5035.95  (feet)  COMP
 FR0201  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 FR0201
 FR0201  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0201
 FR0201.The horizontal coordinates were scaled from a topographic map and have
 FR0201.an estimated accuracy of +/- 6 seconds.
 FR0201
 FR0201.The orthometric height was determined by differential leveling
 FR0201.and adjusted by the  in 1992.
 FR0201.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0201.rate of 2.1 thru 3.0 mm/km.
 FR0201
 FR0201.The geoid height was determined by GEOID03.
 FR0201
 FR0201.The dynamic height is computed by dividing the NAVD 88
 FR0201.geopotential number by the normal gravity value computed on the
 FR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0201.degrees latitude (g = 980.6199 gals.).
 FR0201
 FR0201.The modeled gravity was interpolated from observed gravity values.
 FR0201
 FR0201;                    North         East    Units  Estimated Accuracy
 FR0201;SPC AZ C     -   468,370.      156,720.      MT  (+/- 180 meters Scaled)
 FR0201
 FR0201                          SUPERSEDED SURVEY CONTROL
 FR0201
 FR0201  NGVD 29 (??/??/92) 1536.101  (m)         5039.69   (f) ADJ UNCH    1 2
 FR0201
 FR0201.Superseded values are not recommended for survey control.
 FR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0201.See file dsdata.txt to determine how the superseded data were derived.
 FR0201
 FR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD599987(NAD 83)
 FR0201_MARKER: B = BOLT
 FR0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0201_SP_SET: ABUTMENT
 FR0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0201
 FR0201  HISTORY     - Date     Condition        Report By
 FR0201  HISTORY     - UNK      MONUMENTED       CGS
 FR0201  HISTORY     - 1962     GOOD             NGS
 FR0201  HISTORY     - 1973     MARK NOT FOUND   USGS
 FR0201
 FR0201                          STATION DESCRIPTION
 FR0201
 FR0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0201'3.1 MI W FROM ASH FORK.
 FR0201'3.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0201'SANTA FE RAILWAY STATION AT ASH FORK, THENCE ABOUT 100 YARDS NORTH OF
 FR0201'THE HIGHWAY, AT AN ABANDONED RAILWAY BRIDGE, A COPPER BOLT IN THE TOP
 FR0201'OF THE NORTH END OF THE WEST ABUTMENT, ABOUT 10 FEET NORTH OF THE
 FR0201'CENTER OF THE ABANDONED RAILWAY, 2.1 FEET FROM THE END OF THE
 FR0201'ABUTMENT, 0.8 FEET FROM THE FACE, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 FR0201'THE ABANDONED ROAD BED.  NOTE-- THE TOP OF THE COPPER BOLT APPEARS TO
 FR0201'HAVE BEEN BATTERED AND FLATTENED.
 FR0201
 FR0201                          STATION RECOVERY (1973)
 FR0201
 FR0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0179 ***********************************************************************
 FQ0179  DESIGNATION -  O 3
 FQ0179  PID         -  FQ0179
 FQ0179  STATE/COUNTY-  AZ/COCONINO
 FQ0179  USGS QUAD   -  BABBITT WASH (1983)
 FQ0179
 FQ0179                         *CURRENT SURVEY CONTROL
 FQ0179  ___________________________________________________________________
 FQ0179* NAD 83(1986)-  35 10 01.     (N)    111 07 38.     (W)     SCALED    
 FQ0179* NAVD 88     -      1655.937  (meters)    5432.85   (feet)  POSTED    
 FQ0179  ___________________________________________________________________
 FQ0179  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FQ0179  DYNAMIC HT  -        1653.710 (meters)    5425.55  (feet)  COMP
 FQ0179  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 FQ0179
 FQ0179  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0179
 FQ0179.The horizontal coordinates were scaled from a topographic map and have
 FQ0179.an estimated accuracy of +/- 6 seconds.
 FQ0179
 FQ0179.The orthometric height was determined by differential leveling
 FQ0179.and adjusted by the  in 1992.
 FQ0179.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0179.rate of 1.1 thru 2.0 mm/km.
 FQ0179
 FQ0179.The geoid height was determined by GEOID03.
 FQ0179
 FQ0179.The dynamic height is computed by dividing the NAVD 88
 FQ0179.geopotential number by the normal gravity value computed on the
 FQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0179.degrees latitude (g = 980.6199 gals.).
 FQ0179
 FQ0179.The modeled gravity was interpolated from observed gravity values.
 FQ0179
 FQ0179;                    North         East    Units  Estimated Accuracy
 FQ0179;SPC AZ C     -   462,380.      285,270.      MT  (+/- 180 meters Scaled)
 FQ0179
 FQ0179                          SUPERSEDED SURVEY CONTROL
 FQ0179
 FQ0179  NGVD 29 (??/??/92) 1655.079  (m)         5430.04   (f) ADJ UNCH    1 2
 FQ0179
 FQ0179.Superseded values are not recommended for survey control.
 FQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0179.See file dsdata.txt to determine how the superseded data were derived.
 FQ0179
 FQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD884915(NAD 83)
 FQ0179_MARKER: DB = BENCH MARK DISK
 FQ0179_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0179_SP_SET: COPING STONE
 FQ0179_STAMPING: 5430.038 FT
 FQ0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0179+STABILITY: POSITION/ELEVATION WELL
 FQ0179
 FQ0179  HISTORY     - Date     Condition        Report By
 FQ0179  HISTORY     - UNK      MONUMENTED       CGS
 FQ0179  HISTORY     - 1955     GOOD             NGS
 FQ0179
 FQ0179                          STATION DESCRIPTION
 FQ0179
 FQ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0179'IN CANYON DIABLO.
 FQ0179'AT CANYON DIABLO, COCONINO COUNTY, ON THE ATCHISON TOPEKA AND SANTA FE
 FQ0179'RAILWAY, 7 POLES WEST OF MILEPOST 312, AT STEEL TRESTLE A 313 OVER
 FQ0179'CANYON DIABLO, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 1
 FQ0179'FOOT FROM THE FACE, AND 20 INCHES FROM THE END OF THE COPING STONE. A
 FQ0179'STANDARD DISK, STAMPED 5430.038.  NOTE-- A NEW RAILROAD TRESTLE HAS
 FQ0179'BEEN BUILT 45 FEET NORTH OF THE OLD TRESTLE.  THE BENCH MARK IS IN THE
 FQ0179'NORTH END OF THE EAST ABUTMENT OF THE NOW ABANDONED TRESTLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0237 ***********************************************************************
 GP0237  DESIGNATION -  O 7
 GP0237  PID         -  GP0237
 GP0237  STATE/COUNTY-  AZ/COCONINO
 GP0237  USGS QUAD   -  LEES FERRY (1985)
 GP0237
 GP0237                         *CURRENT SURVEY CONTROL
 GP0237  ___________________________________________________________________
 GP0237* NAD 83(1986)-  36 50 41.     (N)    111 32 53.     (W)     SCALED    
 GP0237* NAVD 88     -       958.923  (meters)    3146.07   (feet)  POSTED    
 GP0237  ___________________________________________________________________
 GP0237  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 GP0237  DYNAMIC HT  -         957.820 (meters)    3142.45  (feet)  COMP
 GP0237  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 GP0237
 GP0237  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0237
 GP0237.The horizontal coordinates were scaled from a topographic map and have
 GP0237.an estimated accuracy of +/- 6 seconds.
 GP0237
 GP0237.The orthometric height was determined by differential leveling
 GP0237.and adjusted by the  in 1992.
 GP0237.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0237.rate of 0.0 thru 1.0 mm/km.
 GP0237
 GP0237.The geoid height was determined by GEOID03.
 GP0237
 GP0237.The dynamic height is computed by dividing the NAVD 88
 GP0237.geopotential number by the normal gravity value computed on the
 GP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0237.degrees latitude (g = 980.6199 gals.).
 GP0237
 GP0237.The modeled gravity was interpolated from observed gravity values.
 GP0237
 GP0237;                    North         East    Units  Estimated Accuracy
 GP0237;SPC AZ C     -   648,300.      246,230.      MT  (+/- 180 meters Scaled)
 GP0237
 GP0237                          SUPERSEDED SURVEY CONTROL
 GP0237
 GP0237  NGVD 29 (??/??/92)  958.016  (m)         3143.09   (f) ADJ UNCH    1 2
 GP0237
 GP0237.Superseded values are not recommended for survey control.
 GP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0237.See file dsdata.txt to determine how the superseded data were derived.
 GP0237
 GP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF511777(NAD 83)
 GP0237_MARKER: DB = BENCH MARK DISK
 GP0237_SETTING: 66 = SET IN ROCK OUTCROP
 GP0237_SP_SET: SANDSTONE BLUFF
 GP0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0237+STABILITY: POSITION/ELEVATION WELL
 GP0237
 GP0237  HISTORY     - Date     Condition        Report By
 GP0237  HISTORY     - UNK      MONUMENTED       CGS
 GP0237  HISTORY     - 1934     MARK NOT FOUND   NGS
 GP0237
 GP0237                          STATION DESCRIPTION
 GP0237
 GP0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0237'4.0 MI NE FROM LEES FERRY.
 GP0237'4.0 MILES UPSTREAM ALONG COLORADO RIVER FROM LEES FERRY, COCONINO
 GP0237'COUNTY, ON THE LEFT-HAND BANK OF THE RIVER LOOKING UPSTREAM, 1/4 MILE
 GP0237'NORTH OF A 90-DEGREE TURN TO THE LEFT IN THE RIVER, AND IN A RED
 GP0237'SANDSTONE BLUFF.  A STANDARD DISK.  NOTE-- THIS MARK CAN BE REACHED
 GP0237'ONLY BY BOAT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0712 ***********************************************************************
 DA0712  DESIGNATION -  O 9
 DA0712  PID         -  DA0712
 DA0712  STATE/COUNTY-  AZ/YUMA
 DA0712  USGS QUAD   -  AZTEC NW (1982)
 DA0712
 DA0712                         *CURRENT SURVEY CONTROL
 DA0712  ___________________________________________________________________
 DA0712* NAD 83(1986)-  32 58 27.     (N)    113 26 20.     (W)     SCALED    
 DA0712* NAVD 88     -       153.41   (+/-2cm)     503.3    (feet)  VERTCON   
 DA0712  ___________________________________________________________________
 DA0712  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA0712  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0712
 DA0712.The horizontal coordinates were scaled from a topographic map and have
 DA0712.an estimated accuracy of +/- 6 seconds.
 DA0712
 DA0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0712.The vertical order pertains to the NGVD 29 superseded value.
 DA0712
 DA0712.The geoid height was determined by GEOID03.
 DA0712
 DA0712;                    North         East    Units  Estimated Accuracy
 DA0712;SPC AZ W     -   218,940.      242,440.      MT  (+/- 180 meters Scaled)
 DA0712
 DA0712                          SUPERSEDED SURVEY CONTROL
 DA0712
 DA0712  NGVD 29 (??/??/92)  152.830  (m)          501.41   (f) ADJ UNCH    1 2
 DA0712
 DA0712.Superseded values are not recommended for survey control.
 DA0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0712.See file dsdata.txt to determine how the superseded data were derived.
 DA0712
 DA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB720510(NAD 83)
 DA0712_MARKER: DB = BENCH MARK DISK
 DA0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0712_STAMPING: 501.410 O 9 1927
 DA0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0712+STABILITY: SURFACE MOTION
 DA0712
 DA0712  HISTORY     - Date     Condition        Report By
 DA0712  HISTORY     - 1927     MONUMENTED       CGS
 DA0712  HISTORY     - 1935     GOOD             NGS
 DA0712
 DA0712                          STATION DESCRIPTION
 DA0712
 DA0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA0712'5.7 MI SW FROM HYDER.
 DA0712'5.7 MILES SOUTHWEST ALONG THE WELLTON-HASSAYAMPA-PHOENIX BRANCH OF THE
 DA0712'SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 1 MILE
 DA0712'SOUTHWEST OF THE SIDING AT ATHEL, 11 POLES SOUTHWEST OF MILEPOST 817,
 DA0712'57 FEET SOUTHEAST OF THE SECOND POLE NORTHEAST OF BRIDGE 816.58, 100
 DA0712'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE
 DA0712'RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 DA0712'STAMPED 501.410 O 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 DA0712'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0661 ***********************************************************************
 DW0661  DESIGNATION -  O A
 DW0661  PID         -  DW0661
 DW0661  STATE/COUNTY-  AZ/LA PAZ
 DW0661  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0661
 DW0661                         *CURRENT SURVEY CONTROL
 DW0661  ___________________________________________________________________
 DW0661* NAD 83(1986)-  33 39 43.     (N)    114 00 52.     (W)     SCALED    
 DW0661* NAVD 88     -       485.842  (meters)    1593.97   (feet)  ADJUSTED  
 DW0661  ___________________________________________________________________
 DW0661  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DW0661  DYNAMIC HT  -         485.280 (meters)    1592.12  (feet)  COMP
 DW0661  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 DW0661
 DW0661  VERT ORDER  -  FIRST     CLASS II
 DW0661
 DW0661.The horizontal coordinates were scaled from a topographic map and have
 DW0661.an estimated accuracy of +/- 6 seconds.
 DW0661
 DW0661.The orthometric height was determined by differential leveling
 DW0661.and adjusted in June 1991.
 DW0661
 DW0661.The geoid height was determined by GEOID03.
 DW0661
 DW0661.The dynamic height is computed by dividing the NAVD 88
 DW0661.geopotential number by the normal gravity value computed on the
 DW0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0661.degrees latitude (g = 980.6199 gals.).
 DW0661
 DW0661.The modeled gravity was interpolated from observed gravity values.
 DW0661
 DW0661;                    North         East    Units  Estimated Accuracy
 DW0661;SPC AZ W     -   295,200.      188,840.      MT  (+/- 180 meters Scaled)
 DW0661
 DW0661                          SUPERSEDED SURVEY CONTROL
 DW0661
 DW0661  NGVD 29 (??/??/??)  485.136  (m)         1591.65   (f) ADJUSTED    1 2
 DW0661
 DW0661.Superseded values are not recommended for survey control.
 DW0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0661.See file dsdata.txt to determine how the superseded data were derived.
 DW0661
 DW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT768286(NAD 83)
 DW0661_MARKER: DD = SURVEY DISK
 DW0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0661_STAMPING: O A 1962
 DW0661_MARK LOGO: AZHD  
 DW0661_PROJECTION: PROJECTING 3 CENTIMETERS
 DW0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0661+STABILITY: SURFACE MOTION
 DW0661
 DW0661  HISTORY     - Date     Condition        Report By
 DW0661  HISTORY     - 1962     MONUMENTED       AZHD
 DW0661  HISTORY     - 1962     GOOD             NGS
 DW0661  HISTORY     - 1981     GOOD             NGS
 DW0661
 DW0661                          STATION DESCRIPTION
 DW0661
 DW0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DW0661'4.3 MI SW FROM BRENDA.
 DW0661'AN ARIZONA HIGHWAY DEPARTMENT DISK, STAMPED O A 1962, SET IN
 DW0661'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND IN THE CENTER
 DW0661'OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.9
 DW0661'FEET NORTHWEST OF A METAL WITNESS POST.
 DW0661
 DW0661                          STATION RECOVERY (1981)
 DW0661
 DW0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0661'19.5 KM (12.15 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW0661'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.55 KM (0.35 MI) WEST OF THE U.S.
 DW0661'HIGHWAY 60 AND 70 OVERPASS, 0.25 KM (0.15 MI) WEST OF HIGHWAY MILEPOST
 DW0661'31, SET IN THE HIGHWAY MEDIAN, 30.5 METERS (100 FT) NORTH OF THE
 DW0661'CENTERLINE OF THE EAST-BOUND LANES, 30.6 METERS (100.5 FT) SOUTH OF
 DW0661'THE CENTERLINE OF THE WEST-BOUND LANES, 87.0 METERS (280 FT) WEST OF
 DW0661'THE WEST END OF THE NORTH GUARDRAIL ON THE EAST-BOUND LANES.
 DW0661'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DW0661'THE MARK IS 0.6 M BELOW THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0883 ***********************************************************************
 CY0883  DESIGNATION -  OAK
 CY0883  PID         -  CY0883
 CY0883  STATE/COUNTY-  AZ/GRAHAM
 CY0883  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0883
 CY0883                         *CURRENT SURVEY CONTROL
 CY0883  ___________________________________________________________________
 CY0883* NAD 83(1992)-  32 34 42.42120(N)    109 40 57.21104(W)     ADJUSTED  
 CY0883* NAVD 88     -      1233.05   (+/-2cm)    4045.4    (feet)  VERTCON   
 CY0883  ___________________________________________________________________
 CY0883  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 CY0883  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY0883  HORZ ORDER  -  SECOND
 CY0883  VERT ORDER  -  THIRD ? (See Below)
 CY0883
 CY0883.The horizontal coordinates were established by classical geodetic methods
 CY0883.and adjusted by the National Geodetic Survey in August 1993.
 CY0883
 CY0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0883.The vertical order pertains to the NGVD 29 superseded value.
 CY0883
 CY0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0883
 CY0883.The geoid height was determined by GEOID03.
 CY0883
 CY0883;                    North         East     Units Scale Factor Converg.
 CY0883;SPC AZ E     -   175,109.450   258,811.051   MT  0.99992547   +0 15 38.4
 CY0883;SPC AZ E     -   574,506.07    849,117.62   iFT  0.99992547   +0 15 38.4
 CY0883;UTM  12      - 3,605,321.064   623,656.409   MT  0.99978855   +0 42 34.1
 CY0883
 CY0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0883!SPC AZ E     -   0.99981063  x   0.99992547  =   0.99973611
 CY0883!UTM  12      -   0.99981063  x   0.99978855  =   0.99959922
 CY0883
 CY0883:                Primary Azimuth Mark                     Grid Az
 CY0883:SPC AZ E     -  YUCCA                                    171 26 25.4
 CY0883:UTM  12      -  YUCCA                                    170 59 29.7
 CY0883
 CY0883|---------------------------------------------------------------------|
 CY0883| PID    Reference Object                     Distance      Geod. Az  |
 CY0883|                                                           dddmmss.s |
 CY0883| CY0887 YUCCA                               APPROX. 5.4 KM 1714203.8 |
 CY0883| CY0896 OAK RM 2                             11.462 METERS 17222     |
 CY0883| CY0897 OAK RM 3                             13.280 METERS 31541     |
 CY0883| CY0898 OAK RM 1                              9.893 METERS 35207     |
 CY0883|---------------------------------------------------------------------|
 CY0883
 CY0883                          SUPERSEDED SURVEY CONTROL
 CY0883
 CY0883  NAD 83(1986)-  32 34 42.41673(N)    109 40 57.20584(W) AD(       ) 2
 CY0883  NGVD 29 (07/20/88) 1232.32   (m)         4043.0    (f) LEVELING    3  
 CY0883
 CY0883.Superseded values are not recommended for survey control.
 CY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0883.See file dsdata.txt to determine how the superseded data were derived.
 CY0883
 CY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2365605321(NAD 83)
 CY0883_MARKER: DS = TRIANGULATION STATION DISK
 CY0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0883+STABILITY: SURFACE MOTION
 CY0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0883+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0883
 CY0883  HISTORY     - Date     Condition        Report By
 CY0883  HISTORY     - 1983     MONUMENTED       AZDT
 CY0883  HISTORY     - 20081010 GOOD             GEOCAC
 CY0883
 CY0883                          STATION DESCRIPTION
 CY0883
 CY0883'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0883'THE STATION IS LOCATED ON TOP OF A HIGHWAY CUT 18 MILES SOUTH OF
 CY0883'SAFFORD ALONG U.S. HIGHWAY 666.
 CY0883'
 CY0883'THE STATION MARK IS AN AZDT DISK STAMPED---OAK 1983---.  IT IS SET IN
 CY0883'TOP OF A 10 INCH CONCRETE MONUMENT 95 FEET EAST OF THE CENTER LINE OF
 CY0883'THE HIGHWAY AND 4 FEET WEST OF THE WITNESS POST.
 CY0883'
 CY0883'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---OAK RM 1 1983---.  IT IS
 CY0883'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0883'
 CY0883'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---OAK RM 2 1983---.  IT IS
 CY0883'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0883'
 CY0883'REFERENCE MARK 3 IS A USGLO 1/4 CORNER MARKER STAMPED---USGLOS 1/4 S9
 CY0883'S 10 1917---.  IT PROJECTS ABOUT 18 INCHES AND SET IN AN IRON PIPE.
 CY0883'
 CY0883'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0883'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0883'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 18.15 MILES TO MILEPOST
 CY0883'103.05 AND THE STATION ON THE RIGHT.
 CY0883
 CY0883                          STATION RECOVERY (2008)
 CY0883
 CY0883'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0883'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 1 AND RM 2 WERE ALSO
 CY0883'RECOVERED IN GOOD CONDITION. *NOTE* THE ARROW ON RM 1 POINTS NEARLY
 CY0883'180 DEGREES FROM THE DIRECTION OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1064 ***********************************************************************
 FS1064  DESIGNATION -  OATMAN
 FS1064  PID         -  FS1064
 FS1064  STATE/COUNTY-  AZ/MOHAVE
 FS1064  USGS QUAD   -  OATMAN (1981)
 FS1064
 FS1064                         *CURRENT SURVEY CONTROL
 FS1064  ___________________________________________________________________
 FS1064* NAD 83(1992)-  35 02 33.83131(N)    114 27 19.83990(W)     ADJUSTED  
 FS1064* NAVD 88     -       949.2    (meters)    3114.     (feet)  VERTCON   
 FS1064  ___________________________________________________________________
 FS1064  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 FS1064  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FS1064  HORZ ORDER  -  SECOND
 FS1064
 FS1064.The horizontal coordinates were established by classical geodetic methods
 FS1064.and adjusted by the National Geodetic Survey in August 1993.
 FS1064
 FS1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1064
 FS1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1064
 FS1064.The geoid height was determined by GEOID03.
 FS1064
 FS1064;                    North         East     Units Scale Factor Converg.
 FS1064;SPC AZ W     -   448,556.851   148,992.416   MT  0.99998438   -0 24 18.4
 FS1064;SPC AZ W     - 1,471,643.21    488,820.26   iFT  0.99998438   -0 24 18.4
 FS1064;UTM  11      - 3,880,742.069   732,094.254   MT  1.00026394   +1 27 42.0
 FS1064
 FS1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1064!SPC AZ W     -   0.99985573  x   0.99998438  =   0.99984011
 FS1064!UTM  11      -   0.99985573  x   1.00026394  =   1.00011963
 FS1064
 FS1064|---------------------------------------------------------------------|
 FS1064| PID    Reference Object                     Distance      Geod. Az  |
 FS1064|                                                           dddmmss.s |
 FS1064| CC6155 OATMAN RM 1                           3.091 METERS 01131     |
 FS1064| FS1065 HARDY CAIRN                         APPROX. 2.5 KM 0444950.1 |
 FS1064| FS1060 NUTT MOUNT CAIRN                    APPROX.10.6 KM 0615628.3 |
 FS1064| FS1062 AIRWAY BEACON TOWER                 APPROX. 8.5 KM 0901131.7 |
 FS1064| CC6154 OATMAN AZ MK                                       0903552.9 |
 FS1064| CC6156 OATMAN RM 2                          10.138 METERS 24753     |
 FS1064|---------------------------------------------------------------------|
 FS1064
 FS1064                          SUPERSEDED SURVEY CONTROL
 FS1064
 FS1064  NAD 83(1986)-  35 02 33.83656(N)    114 27 19.83981(W) AD(       ) 2
 FS1064  NAD 27      -  35 02 33.83200(N)    114 27 16.98300(W) AD(       ) 2
 FS1064  NGVD 29 (07/19/86)  948.5    (m)         3112.     (f) VERT ANG    3  
 FS1064
 FS1064.Superseded values are not recommended for survey control.
 FS1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1064.See file dsdata.txt to determine how the superseded data were derived.
 FS1064
 FS1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3209480742(NAD 83)
 FS1064_MARKER: DS = TRIANGULATION STATION DISK
 FS1064_SETTING: 80 = SET IN A BOULDER
 FS1064_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1064
 FS1064  HISTORY     - Date     Condition        Report By
 FS1064  HISTORY     - 1948     MONUMENTED       CGS
 FS1064
 FS1064                          STATION DESCRIPTION
 FS1064
 FS1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1064'THE STATION IS ON THE SUMMIT OF A STEEP HIGH CRAGGY MOUNTAIN AT
 FS1064'THE WEST END OF THE HARDY MOUNTAINS WHICH ARE A SPUR OF THE
 FS1064'BLACK MOUNTAINS TO THE EAST.  IT IS 4 MILES, AIRLINE, WEST OF
 FS1064'GOLD ROAD, AND 3 MILES WEST-NORTHWEST OF OATMAN.
 FS1064'
 FS1064'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1064'A 1 FOOT SQUARE BOULDER WHICH PROJECTS 6 INCHES ABOVE THE
 FS1064'SURROUNDING SURFACE, IS STAMPED OATMAN 1948.
 FS1064'
 FS1064'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1064'IN A MASS OF OUTCROPPING BEDROCK PROJECTING 12 INCHES ABOVE THE
 FS1064'SURROUNDING SURFACE, IS STAMPED OATMAN NO 1 1948.  IT IS
 FS1064'APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 FS1064'
 FS1064'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1064'IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND, IS STAMPED
 FS1064'OATMAN NO 2 1948.  IT IS 2-1/2 FEET LOWER IN ELEVATION THAN
 FS1064'THE STATION MARK.
 FS1064'
 FS1064'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS1064'BEDROCK IS STAMPED OATMAN 1948.  IT IS AT THE BASE AND
 FS1064'SOUTHWEST END OF A HIGH STEEP ROCKY RIDGE, 8 FEET NORTHEAST AND
 FS1064'2-1/2 FEET ABOVE A TRACK ROAD.
 FS1064'
 FS1064'TO REACH THE STATION FROM THE POST OFFICE IN OATMAN GO TOWARD
 FS1064'KINGMAN ON U.S. HIGHWAY NO. 66 FOR 1.0 MILE TO A GRADED DIRT
 FS1064'ROAD LEFT AND SIGN KEEP RIGHT.  TURN LEFT ONTO THE GRADED DIRT
 FS1064'ROAD AND GO NORTHWEST 1.4 MILES TO A FORK.  TAKE THE LEFT HAND
 FS1064'ROAD FOR 1.1 MILES TO A FORK.  TAKE THE LEFT HAND ROAD 0.1
 FS1064'MILE TO A TRACK ROAD RIGHT.  KEEP STRAIGHT AHEAD UP THE WASH
 FS1064'ON THE MAIN TRAVELED ROAD 0.25 MILE TO A FORK.  TAKE THE LEFT
 FS1064'FORK SOUTHERLY UP THE WASH FOR 1.35 MILES TO A FORK (THE RIGHT
 FS1064'HAND ROAD LEADS 0.1 MILE TO A STONE DWELLING).  TAKE THE LEFT
 FS1064'ROAD SOUTHWESTERLY DOWN THE MAIN WASH 0.3 MILE TO A FORK.
 FS1064'TAKE THE RIGHT HAND ROAD WESTERLY 0.4 MILE TO A FORK AT THE
 FS1064'JUNCTION OF THE MAIN WASH WITH A WASH ENTERING FROM THE RIGHT
 FS1064'OR NORTHWEST.  TAKE THE RIGHT HAND ROAD WESTERLY
 FS1064'TOWARD THE MAIN RIDGE 0.15 MILE TO THE AZIMUTH MARK ON THE
 FS1064'RIGHT.  CONTINUE ON THE TRACK ROAD WHICH GETS VERY DIM FOR
 FS1064'0.1 MILE TO AN OLD MINE DUMP AND THE END OF TRUCK TRAVEL.
 FS1064'PACK SOUTHWESTERLY UP A VERY STEEP WASH ABOUT 0.35 MILE TO A
 FS1064'SMALL SADDLE THENCE RIGHT ALONG THE RIDGE UP A VERY
 FS1064'STEEP INCLINE 0.1 MILE TO THE SUMMIT AND STATION.  A 1 HOUR
 FS1064'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5777 ***********************************************************************
 DH5777  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5777  DESIGNATION -  OB DRAW
 DH5777  PID         -  DH5777
 DH5777  STATE/COUNTY-  AZ/COCHISE
 DH5777  USGS QUAD   -  DOS CABEZAS SW (1974)
 DH5777
 DH5777                         *CURRENT SURVEY CONTROL
 DH5777  ___________________________________________________________________
 DH5777* NAD 83(2007)-  32 07 23.69185(N)    109 41 19.62731(W)     ADJUSTED  
 DH5777* NAVD 88     -      1336.97   (meters)    4386.4    (feet)  GPS OBS   
 DH5777  ___________________________________________________________________
 DH5777  EPOCH DATE  -        2007.00
 DH5777  X           -  -1,821,985.245 (meters)                     COMP
 DH5777  Y           -  -5,091,747.515 (meters)                     COMP
 DH5777  Z           -   3,372,710.239 (meters)                     COMP
 DH5777  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 DH5777  ELLIP HEIGHT-        1310.033 (meters)          (02/10/07) ADJUSTED
 DH5777  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DH5777
 DH5777  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5777  Type    PID    Designation                      North   East  Ellip
 DH5777  -------------------------------------------------------------------
 DH5777  NETWORK DH5777 OB DRAW                           0.73   0.59   2.18
 DH5777  -------------------------------------------------------------------
 DH5777
 DH5777.The horizontal coordinates were established by GPS observations
 DH5777.and adjusted by the National Geodetic Survey in February 2007.
 DH5777
 DH5777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5777.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5777.The horizontal coordinates are valid at the epoch date displayed above.
 DH5777.The epoch date for horizontal control is a decimal equivalence
 DH5777.of Year/Month/Day.
 DH5777
 DH5777.The orthometric height was determined by GPS observations and a
 DH5777.high-resolution geoid model.
 DH5777.The orthometric height was determined by GPS observations and a
 DH5777.high-resolution geoid model using precise GPS observation and
 DH5777.processing techniques.
 DH5777
 DH5777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5777
 DH5777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5777
 DH5777.The ellipsoidal height was determined by GPS observations
 DH5777.and is referenced to NAD 83.
 DH5777
 DH5777.The geoid height was determined by GEOID03.
 DH5777
 DH5777;                    North         East     Units Scale Factor Converg.
 DH5777;SPC AZ E     -   124,632.331   258,451.717   MT  0.99992507   +0 15 14.8
 DH5777;SPC AZ E     -   408,898.72    847,938.70   iFT  0.99992507   +0 15 14.8
 DH5777;UTM  12      - 3,554,849.576   623,690.001   MT  0.99978867   +0 41 50.3
 DH5777
 DH5777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5777!SPC AZ E     -   0.99979435  x   0.99992507  =   0.99971943
 DH5777!UTM  12      -   0.99979435  x   0.99978867  =   0.99958306
 DH5777
 DH5777                          SUPERSEDED SURVEY CONTROL
 DH5777
 DH5777  NAD 83(1992)-  32 07 23.69148(N)    109 41 19.62641(W) AD(       ) B
 DH5777  ELLIP H (08/22/05) 1310.051  (m)                       GP(       ) 4 2
 DH5777
 DH5777.Superseded values are not recommended for survey control.
 DH5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5777.See file dsdata.txt to determine how the superseded data were derived.
 DH5777
 DH5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2369054850(NAD 83)
 DH5777_MARKER: DD = SURVEY DISK
 DH5777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5777_STAMPING: OB DRAW 2004
 DH5777_MARK LOGO: AZ-003
 DH5777_PROJECTION: FLUSH
 DH5777_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5777+STABILITY: SURFACE MOTION
 DH5777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5777+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5777
 DH5777  HISTORY     - Date     Condition        Report By
 DH5777  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5777
 DH5777                          STATION DESCRIPTION
 DH5777
 DH5777'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5777'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5777'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5777'APPROX. 5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS
 DH5777'SETTELMENT RD. FOR APPROX. 6.0 MILES TO ARZBERGER RD. GO EAST 4.0
 DH5777'MILES JUST PAST JARITA LN. TO A DIRT ROAD HEADING NORTH TRAVEL NORTH
 DH5777'ON ROAD FOR 1.0 MILES TO THE STATION. THE STATION IS APPROX. 20 FEET
 DH5777'NORTH AND WEST OF AN UNLOCKED GATE.
 DH5777' 
 DH5777'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5777'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5777'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1402 ***********************************************************************
 DA1402  DESIGNATION -  OBAL
 DA1402  PID         -  DA1402
 DA1402  STATE/COUNTY-  AZ/YUMA
 DA1402  USGS QUAD   -  AZTEC HILLS (1982)
 DA1402
 DA1402                         *CURRENT SURVEY CONTROL
 DA1402  ___________________________________________________________________
 DA1402* NAD 83(1992)-  32 49 06.41087(N)    113 28 55.26554(W)     ADJUSTED  
 DA1402* NAVD 88     -       147.11   (+/-2cm)     482.6    (feet)  VERTCON   
 DA1402  ___________________________________________________________________
 DA1402  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DA1402  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DA1402  HORZ ORDER  -  SECOND
 DA1402  VERT ORDER  -  THIRD ? (See Below)
 DA1402
 DA1402.The horizontal coordinates were established by classical geodetic methods
 DA1402.and adjusted by the National Geodetic Survey in August 1993.
 DA1402
 DA1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1402.The vertical order pertains to the NGVD 29 superseded value.
 DA1402
 DA1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1402
 DA1402.The geoid height was determined by GEOID03.
 DA1402
 DA1402;                    North         East     Units Scale Factor Converg.
 DA1402;SPC AZ W     -   201,657.389   238,453.290   MT  0.99994109   +0 08 42.9
 DA1402;SPC AZ W     -   661,605.61    782,327.07   iFT  0.99994109   +0 08 42.9
 DA1402;SPC AZ C     -   202,704.236    66,781.073   MT  1.00016485   -0 50 54.7
 DA1402;SPC AZ C     -   665,040.14    219,098.01   iFT  1.00016485   -0 50 54.7
 DA1402;UTM  12      - 3,633,889.085   267,636.292   MT  1.00026580   -1 20 44.9
 DA1402
 DA1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1402!SPC AZ W     -   0.99998196  x   0.99994109  =   0.99992305
 DA1402!SPC AZ C     -   0.99998196  x   1.00016485  =   1.00014681
 DA1402!UTM  12      -   0.99998196  x   1.00026580  =   1.00024776
 DA1402
 DA1402|---------------------------------------------------------------------|
 DA1402| PID    Reference Object                     Distance      Geod. Az  |
 DA1402|                                                           dddmmss.s |
 DA1402| DA1111 U 321                                78.518 METERS 22308     |
 DA1402| DA1110 V 321                               APPROX. 1.6 KM 2444056.3 |
 DA1402| DA1408 HIGHWAY 80 STA 2674+50.0 483.08      24.384 METERS 30911     |
 DA1402|---------------------------------------------------------------------|
 DA1402
 DA1402                          SUPERSEDED SURVEY CONTROL
 DA1402
 DA1402  NAD 83(1986)-  32 49 06.40529(N)    113 28 55.27161(W) AD(       ) 2
 DA1402  NAD 27      -  32 49 06.23200(N)    113 28 52.58160(W) AD(       ) 2
 DA1402  NGVD 29 (07/19/86)  146.55   (m)          480.8    (f) LEVELING    3  
 DA1402
 DA1402.Superseded values are not recommended for survey control.
 DA1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1402.See file dsdata.txt to determine how the superseded data were derived.
 DA1402
 DA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6763633889(NAD 83)
 DA1402_MARKER: DE = TRAVERSE STATION DISK
 DA1402_SETTING: 0 = UNSPECIFIED SETTING
 DA1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1402
 DA1402  HISTORY     - Date     Condition        Report By
 DA1402  HISTORY     - 1960     MONUMENTED       CGS
 DA1402
 DA1402                          STATION DESCRIPTION
 DA1402
 DA1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1402'$
 DA1402'THE STATION, WITH UNDERGROUND MARK, STAMPED OBAL 1960 IS A
 DA1402'STANDARD TRAVERSE DISK SET IN CEMENT IN THE TOP OF A 4-INCH
 DA1402'SOIL PIPE 6 INCHES BELOW THE SURFACE OF THE ASPHALT SURFACING
 DA1402'OF THE OLD HIGHWAY 1-1/2 FEET SOUTH OF THE NORTH HEADWALL
 DA1402'OF A BOX CULVERT.
 DA1402'
 DA1402'REFERENCE MARK 1, STAMPED U 321 1952, IS A STANDARD BENCH
 DA1402'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4
 DA1402'INCHES AND IS 14 PACES NORTH OF THE CENTER LINE OF THE SOUTHERN
 DA1402'PACIFIC RAILROAD, 3 FEET EAST OF A RAILROAD MILEPOST 810 AND
 DA1402'2 FEET WEST OF A WOODEN WITNESS POST.
 DA1402'
 DA1402'REFERENCE MARK 2, STAMPED 2674 + 50.0 483.08 1956, IS A STANDARD
 DA1402'BRASS DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A DRILL HOLE
 DA1402'IN THE TOP CENTER OF THE SOUTH HEADWALL OF A BOX CULVERT.
 DA1402'
 DA1402'THE AZIMUTH MARK, STAMPED V 321 1952, IS A STANDARD BENCH
 DA1402'MARK DISK SET IN A DRILL HOLE IN THE TOP CENTER OF THE NORTH
 DA1402'END OF THE SOUTH BRIDGE ABUTMENT, 1-1/2 POLES EAST OF RAILROAD
 DA1402'MILEPOST 809, 7 FEET NORTH OF THE NORTH RAIL AND ABOUT LEVEL
 DA1402'WITH THE ROAD BED.  THIS MARK WAS USED FOR THE AZIMUTH FOR
 DA1402'STATION IRNWOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0262 ***********************************************************************
 GQ0262  DESIGNATION -  OBI POINT
 GQ0262  PID         -  GQ0262
 GQ0262  STATE/COUNTY-  AZ/COCONINO
 GQ0262  USGS QUAD   -  BRIGHT ANGEL POINT (1988)
 GQ0262
 GQ0262                         *CURRENT SURVEY CONTROL
 GQ0262  ___________________________________________________________________
 GQ0262* NAD 83(1992)-  36 09 28.68744(N)    112 00 45.26105(W)     ADJUSTED  
 GQ0262* NAVD 88     -      2417.5    (meters)    7931.     (feet)  VERTCON   
 GQ0262  ___________________________________________________________________
 GQ0262  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 GQ0262  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 GQ0262  HORZ ORDER  -  THIRD
 GQ0262
 GQ0262.The horizontal coordinates were established by classical geodetic methods
 GQ0262.and adjusted by the National Geodetic Survey in August 1993.
 GQ0262
 GQ0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0262
 GQ0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0262
 GQ0262.The geoid height was determined by GEOID03.
 GQ0262
 GQ0262;                    North         East     Units Scale Factor Converg.
 GQ0262;SPC AZ C     -   572,043.683   204,730.915   MT  0.99990092   -0 03 23.7
 GQ0262;SPC AZ C     - 1,876,783.74    671,689.35   iFT  0.99990092   -0 03 23.7
 GQ0262;UTM  12      - 4,001,944.606   408,920.145   MT  0.99970221   -0 35 50.9
 GQ0262
 GQ0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0262!SPC AZ C     -   0.99962433  x   0.99990092  =   0.99952529
 GQ0262!UTM  12      -   0.99962433  x   0.99970221  =   0.99932665
 GQ0262
 GQ0262:                Primary Azimuth Mark                     Grid Az
 GQ0262:SPC AZ C     -  MIDDLE RESET                             210 20 50.3
 GQ0262:UTM  12      -  MIDDLE RESET                             210 53 17.5
 GQ0262
 GQ0262|---------------------------------------------------------------------|
 GQ0262| PID    Reference Object                     Distance      Geod. Az  |
 GQ0262|                                                           dddmmss.s |
 GQ0262| GQ0290 MIDDLE RESET                        APPROX.12.7 KM 2101726.6 |
 GQ0262|---------------------------------------------------------------------|
 GQ0262
 GQ0262                          SUPERSEDED SURVEY CONTROL
 GQ0262
 GQ0262  NAD 83(1986)-  36 09 28.68485(N)    112 00 45.25984(W) AD(       ) 3
 GQ0262  NGVD 29 (05/08/89) 2416.4    (m)         7928.     (f) VERT ANG    3  
 GQ0262
 GQ0262.Superseded values are not recommended for survey control.
 GQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0262.See file dsdata.txt to determine how the superseded data were derived.
 GQ0262
 GQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0892001945(NAD 83)
 GQ0262_MARKER: DD = SURVEY DISK
 GQ0262_SETTING: 80 = SET IN A BOULDER
 GQ0262_SP_SET: PARTIALLY EXPOSED BOULDER
 GQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0262+STABILITY: SURFACE MOTION
 GQ0262
 GQ0262  HISTORY     - Date     Condition        Report By
 GQ0262  HISTORY     - 1956     MONUMENTED       USGS
 GQ0262
 GQ0262                          STATION DESCRIPTION
 GQ0262
 GQ0262'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GQ0262'LOCATED ABOUT 4.6 MI SE. OF U.S. NATIONAL PARK SERVICE
 GQ0262'HEADQUARTERS NORTH RIM, 4.3 MI NW. OF CAPE ROYAL.  ON NORTH RIM OF
 GQ0262'GRAND CANYON, ON OBI POINT.
 GQ0262'
 GQ0262'TO REACH FROM USNPS HEADQUARTERS NORTH RIM, DRIVE 1.8 MI N. ALONG
 GQ0262'STATE HWY. 67 TO JCT. OF CAPE ROYAL RD.  TURN RIGHT AND FOLLOW
 GQ0262'PAVED RD. 9.8 MI E. AND S. TOWARD CAPE ROYAL.  TURN RIGHT AT SMALL
 GQ0262'SIGN (E 4) AND FOLLOW TRACK RD. 3.1 MI S. TO JCT. OF RD. E 4 AND
 GQ0262'E 4 A.  TURN RIGHT FOLLOWING RD. E 4 2.2 MI TO DEEP SADDLE BY
 GQ0262'CANYON RIM.  TAKE JEEP 0.9 MI SW. CROSS-COUNTRY TO OBI POINT AND
 GQ0262'STATION.
 GQ0262'
 GQ0262'STATION MARK--STANDARD TABLET STAMPED---OBI POINT 1956---, CEMENTED
 GQ0262'IN BURIED LIMESTONE BOULDER.
 GQ0262'
 GQ0262'RM 1--COPPER NAIL AND WASHER CEMENTED IN LIMESTONE RIM.
 GQ0262'
 GQ0262'RM 2--COPPER NAIL AND WASHER CEMENTED IN LIMESTONE RIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2279 ***********************************************************************
 DV2279  DESIGNATION -  OBIE
 DV2279  PID         -  DV2279
 DV2279  STATE/COUNTY-  AZ/MARICOPA
 DV2279  USGS QUAD   -  VULTURE PEAK (1990)
 DV2279
 DV2279                         *CURRENT SURVEY CONTROL
 DV2279  ___________________________________________________________________
 DV2279* NAD 83(1992)-  33 57 00.18389(N)    112 52 19.01818(W)     ADJUSTED  
 DV2279* NAVD 88     -       816.0    (meters)    2677.     (feet)  VERTCON   
 DV2279  ___________________________________________________________________
 DV2279  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DV2279  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DV2279  HORZ ORDER  -  SECOND
 DV2279
 DV2279.The horizontal coordinates were established by classical geodetic methods
 DV2279.and adjusted by the National Geodetic Survey in August 1993.
 DV2279
 DV2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2279
 DV2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2279
 DV2279.The geoid height was determined by GEOID03.
 DV2279
 DV2279;                    North         East     Units Scale Factor Converg.
 DV2279;SPC AZ C     -   327,525.079   125,062.057   MT  0.99999608   -0 32 00.7
 DV2279;SPC AZ C     - 1,074,557.35    410,308.59   iFT  0.99999608   -0 32 00.7
 DV2279;UTM  12      - 3,758,196.239   327,016.732   MT  0.99996889   -1 02 44.5
 DV2279
 DV2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2279!SPC AZ C     -   0.99987656  x   0.99999608  =   0.99987264
 DV2279!UTM  12      -   0.99987656  x   0.99996889  =   0.99984545
 DV2279
 DV2279|---------------------------------------------------------------------|
 DV2279| PID    Reference Object                     Distance      Geod. Az  |
 DV2279|                                                           dddmmss.s |
 DV2279| CS6644 OBIE RM 1                            10.435 METERS 16451     |
 DV2279| CS6645 OBIE RM 2                             8.954 METERS 26104     |
 DV2279|---------------------------------------------------------------------|
 DV2279
 DV2279                          SUPERSEDED SURVEY CONTROL
 DV2279
 DV2279  NAD 83(1986)-  33 57 00.18167(N)    112 52 19.01882(W) AD(       ) 2
 DV2279  NGVD 29 (11/27/91)  815.3    (m)         2675.     (f) VERT ANG    3  
 DV2279
 DV2279.Superseded values are not recommended for survey control.
 DV2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2279.See file dsdata.txt to determine how the superseded data were derived.
 DV2279
 DV2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2701758196(NAD 83)
 DV2279_MARKER: DS = TRIANGULATION STATION DISK
 DV2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2279+STABILITY: SURFACE MOTION
 DV2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2279+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV2279
 DV2279  HISTORY     - Date     Condition        Report By
 DV2279  HISTORY     - 1985     MONUMENTED       AZDT
 DV2279  HISTORY     - 19960709 GOOD             USPSQD
 DV2279  HISTORY     - 20070428 GOOD             GEOCAC
 DV2279
 DV2279                          STATION DESCRIPTION
 DV2279
 DV2279'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2279'THE STATION IS LOCATED 9 MILES WEST OF WICKENBURG ALONG THE NORTH SIDE
 DV2279'OF U.S. HIGHWAY 60.
 DV2279'
 DV2279'THE STATION MARK IS AN AZDT DISK STAMPED---OBIE 1985---.  IT IS SET IN
 DV2279'TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF A HIGHWAY CUT.  IT IS 100
 DV2279'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTH OF THE
 DV2279'RIGHT OF WAY FENCE AND 5 FEET NORTHWEST OF THE WITNESS POST.
 DV2279'
 DV2279'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---OBIE RM 1 1985---.  IT IS
 DV2279'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 77.5 FEET SOUTH OF
 DV2279'THE RIGHT OF WAY FENCE.
 DV2279'
 DV2279'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---OBIE RM 2 1985---.  IT IS
 DV2279'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 43 FEET SOUTH OF
 DV2279'THE RIGHT OF WAY FENCE.
 DV2279'
 DV2279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2279'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 8.9 MILES TO THE WEST END
 DV2279'OF A CUT AT MILE POST 101.7.  TURN RIGHT AND TRAVEL NORTHEAST FOR
 DV2279'ABOUT 500 FEET TO THE TOP OF THE CUT AND STATION.
 DV2279
 DV2279                          STATION RECOVERY (1996)
 DV2279
 DV2279'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2279'RECOVERED IN GOOD CONDITION.
 DV2279
 DV2279                          STATION RECOVERY (2007)
 DV2279
 DV2279'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1061 ***********************************************************************
 FS1061  DESIGNATION -  OBS
 FS1061  PID         -  FS1061
 FS1061  STATE/COUNTY-  AZ/MOHAVE
 FS1061  USGS QUAD   -  MOUNT NUTT (1967)
 FS1061
 FS1061                         *CURRENT SURVEY CONTROL
 FS1061  ___________________________________________________________________
 FS1061* NAD 83(1992)-  35 02 48.46235(N)    114 21 53.29867(W)     ADJUSTED  
 FS1061* NAVD 88     -      1068.87   (+/-2cm)    3506.8    (feet)  VERTCON   
 FS1061  ___________________________________________________________________
 FS1061  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 FS1061  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FS1061  HORZ ORDER  -  THIRD
 FS1061  VERT ORDER  -  THIRD ? (See Below)
 FS1061
 FS1061.The horizontal coordinates were established by classical geodetic methods
 FS1061.and adjusted by the National Geodetic Survey in August 1993.
 FS1061
 FS1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1061.The vertical order pertains to the NGVD 29 superseded value.
 FS1061
 FS1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1061
 FS1061.The geoid height was determined by GEOID03.
 FS1061
 FS1061;                    North         East     Units Scale Factor Converg.
 FS1061;SPC AZ W     -   448,952.963   157,270.900   MT  0.99997209   -0 21 11.0
 FS1061;SPC AZ W     - 1,472,942.79    515,980.64   iFT  0.99997209   -0 21 11.0
 FS1061;UTM  11      - 3,881,407.872   740,357.998   MT  1.00031207   +1 30 50.3
 FS1061
 FS1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1061!SPC AZ W     -   0.99983691  x   0.99997209  =   0.99980900
 FS1061!UTM  11      -   0.99983691  x   1.00031207  =   1.00014893
 FS1061
 FS1061:                Primary Azimuth Mark                     Grid Az
 FS1061:SPC AZ W     -  NUTT MOUNT CAIRN                         013 34 16.6
 FS1061:UTM  11      -  NUTT MOUNT CAIRN                         011 42 15.3
 FS1061
 FS1061|---------------------------------------------------------------------|
 FS1061| PID    Reference Object                     Distance      Geod. Az  |
 FS1061|                                                           dddmmss.s |
 FS1061| FS1060 NUTT MOUNT CAIRN                    APPROX. 4.6 KM 0131305.6 |
 FS1061| CC6158 OBS RM 1                             29.523 METERS 09615     |
 FS1061| FS1062 AIRWAY BEACON TOWER                 APPROX. 0.5 KM 1573456.7 |
 FS1061| CC6159 OBS RM 2                             16.851 METERS 16638     |
 FS1061| CC6157 OBS AZ MK                                          2262426.6 |
 FS1061| FS1065 HARDY CAIRN                         APPROX. 6.6 KM 2814348.3 |
 FS1061|---------------------------------------------------------------------|
 FS1061
 FS1061                          SUPERSEDED SURVEY CONTROL
 FS1061
 FS1061  NAD 83(1986)-  35 02 48.46664(N)    114 21 53.29976(W) AD(       ) 3
 FS1061  NAD 27      -  35 02 48.46100(N)    114 21 50.45200(W) AD(       ) 3
 FS1061  NGVD 29 (07/19/86) 1068.08   (m)         3504.2    (f) LEVELING    3  
 FS1061
 FS1061.Superseded values are not recommended for survey control.
 FS1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1061.See file dsdata.txt to determine how the superseded data were derived.
 FS1061
 FS1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4035881408(NAD 83)
 FS1061_MARKER: DS = TRIANGULATION STATION DISK
 FS1061_SETTING: 80 = SET IN A BOULDER
 FS1061_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1061
 FS1061  HISTORY     - Date     Condition        Report By
 FS1061  HISTORY     - 1948     MONUMENTED       CGS
 FS1061  HISTORY     - 1968     GOOD             AZHD
 FS1061  HISTORY     - 20021220 MARK NOT FOUND   AZ-015
 FS1061
 FS1061                          STATION DESCRIPTION
 FS1061
 FS1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1061'THE STATION IS ABOUT 0.2 MILE WEST OF THE UTE MOUNTAIN PASS ON
 FS1061'U.S. HIGHWAY 66, 0.1 MILE WEST OF THE HIGHWAY, 4.3 MILES BY
 FS1061'ROAD EAST OF OATMAN, ON THE WESTERN END OF AN OBSERVATION
 FS1061'POINT.
 FS1061'
 FS1061'TO REACH THE STATION FROM THE POST OFFICE IN OATMAN GO EASTERLY
 FS1061'ON U.S. HIGHWAY 66 TOWARDS KINGMAN FOR 4.3 MILES.  (OR 0.2 MILES
 FS1061'WESTERLY FROM SUMMIT) TO A DIRT ROAD ON THE WEST SIDE OF
 FS1061'HIGHWAY.  TURN WESTERLY ON THE DIRT ROAD FOR ABOUT 0.05 MILE TO
 FS1061'OBSERVATION POINT AND THE STATION.
 FS1061'
 FS1061'THE STATION IS A STANDARD BRONZE DISK SET IN A 5 X 6 FOOT BOULDER
 FS1061'ON THE EXTREME WESTERN EDGE OF THE OBSERVATION POINT, PROJECTING
 FS1061'ABOUT 2 FEET.  IT IS STAMPED OBS 1948.
 FS1061'
 FS1061'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FS1061'IN OUTCROP PROJECTING ABOUT 6 INCHES, AND IS ABOUT 5 FEET HIGHER
 FS1061'THAN THE STATION, ON THE ISLAND BETWEEN DRIVEWAYS.  IT IS
 FS1061'STAMPED OBS NO 1 1948.
 FS1061'
 FS1061'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 FS1061'A LARGE BOULDER PROJECTING ABOUT 2-1/2 FEET, AND IS ABOUT 8
 FS1061'FEET LOWER THAN THE STATION.  IT IS STAMPED OBS NO 2 1948.
 FS1061'
 FS1061'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK
 FS1061'PROJECTING ABOUT 2 INCHE ABOVE THE GROUND SURFACE, 33 FEET WEST
 FS1061'OF THE HIGHWAY, 43 FEET NORTHWEST OF A 2 FOOT CAIRN, AND IS
 FS1061'ABOUT 0.4 MILE SOUTH SOUTHWEST OF THE STATION.  IT IS STAMPED
 FS1061'OBS 1948.
 FS1061
 FS1061                          STATION RECOVERY (1968)
 FS1061
 FS1061'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1061'GENERAL LOCATION THE STATION, BOTH REFERENCE MARKS AND
 FS1061'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE PRESENT
 FS1061'DESCRIPTION IS ADEQUATE.
 FS1061
 FS1061                          STATION RECOVERY (2002)
 FS1061
 FS1061'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2002 (MEF)
 FS1061'CAP REMOVED FROM BOULDER, FOUND HOLE IN STONE BUT NO CAP. RM NO.1 NOT
 FS1061'FOUND. RM NO.2 DAMAGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1466 ***********************************************************************
 DA1466  DESIGNATION -  OCAPOS
 DA1466  PID         -  DA1466
 DA1466  STATE/COUNTY-  AZ/MARICOPA
 DA1466  USGS QUAD   -  ESTRELLA (1979)
 DA1466
 DA1466                         *CURRENT SURVEY CONTROL
 DA1466  ___________________________________________________________________
 DA1466* NAD 83(1992)-  32 59 27.79885(N)    112 29 51.06215(W)     ADJUSTED  
 DA1466* NAVD 88     -       485.31   (+/-2cm)    1592.2    (feet)  VERTCON   
 DA1466  ___________________________________________________________________
 DA1466  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 DA1466  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA1466  HORZ ORDER  -  THIRD
 DA1466  VERT ORDER  -  THIRD ? (See Below)
 DA1466
 DA1466.The horizontal coordinates were established by classical geodetic methods
 DA1466.and adjusted by the National Geodetic Survey in August 1993.
 DA1466
 DA1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1466.The vertical order pertains to the NGVD 29 superseded value.
 DA1466
 DA1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1466
 DA1466.The geoid height was determined by GEOID03.
 DA1466
 DA1466;                    North         East     Units Scale Factor Converg.
 DA1466;SPC AZ C     -   220,909.454   159,077.215   MT  0.99993632   -0 18 58.6
 DA1466;SPC AZ C     -   724,768.55    521,906.87   iFT  0.99993632   -0 18 58.6
 DA1466;UTM  12      - 3,651,291.054   360,087.527   MT  0.99984137   -0 48 56.0
 DA1466
 DA1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1466!SPC AZ C     -   0.99992866  x   0.99993632  =   0.99986498
 DA1466!UTM  12      -   0.99992866  x   0.99984137  =   0.99977004
 DA1466
 DA1466|---------------------------------------------------------------------|
 DA1466| PID    Reference Object                     Distance      Geod. Az  |
 DA1466|                                                           dddmmss.s |
 DA1466| CH6005 OCAPOS RM 1                           5.515 METERS 15458     |
 DA1466| CH6006 OCAPOS RM 2                           9.352 METERS 33416     |
 DA1466| DA0012 OCAPOS AZ MK                                       3464045.7 |
 DA1466|---------------------------------------------------------------------|
 DA1466
 DA1466                          SUPERSEDED SURVEY CONTROL
 DA1466
 DA1466  NAD 83(1986)-  32 59 27.78952(N)    112 29 51.06534(W) AD(       ) 3
 DA1466  NAD 27      -  32 59 27.63499(N)    112 29 48.50162(W) AD(       ) 3
 DA1466  NGVD 29 (07/19/86)  484.68   (m)         1590.2    (f) LEVELING    3  
 DA1466
 DA1466.Superseded values are not recommended for survey control.
 DA1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1466.See file dsdata.txt to determine how the superseded data were derived.
 DA1466
 DA1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6008851291(NAD 83)
 DA1466_MARKER: DS = TRIANGULATION STATION DISK
 DA1466_SETTING: 66 = SET IN ROCK OUTCROP
 DA1466_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DA1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1466+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DA1466
 DA1466  HISTORY     - Date     Condition        Report By
 DA1466  HISTORY     - 1936     MONUMENTED       CGS
 DA1466  HISTORY     - 1944     GOOD             CGS
 DA1466  HISTORY     - 1949     SEE DESCRIPTION  CGS
 DA1466  HISTORY     - 1958     GOOD             CGS
 DA1466  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1466  HISTORY     - 1972     GOOD             AZHD
 DA1466  HISTORY     - 20070321 GOOD             GEOCAC
 DA1466
 DA1466                          STATION DESCRIPTION
 DA1466
 DA1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1466'ON THE SUMMIT OF A LOW, ROCKY HILL LYING IN THE PASS JUST
 DA1466'SOUTH OF THE ESTRELLA RANGE, 50 MILES WEST-NORTHWEST OF CASA
 DA1466'GRANDE, 12 MILES EAST-NORTHEAST OF GILA BEND, 5 MILES WEST
 DA1466'OF THE SOUTHERN PACIFIC RAILROAD STATION AT ESTRELLA,
 DA1466'THREE-FOURTHS MILE EAST OF THE ABANDONED RAILROAD CAMP OCAPOS,
 DA1466'IN THE CENTER OF THE ROUNDED SUMMIT OF THE SMALL, DETACHED
 DA1466'HILL, ON ITS HIGHEST POINT.  MARKED BY A STANDARD BRONZE
 DA1466'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DA1466'BRONZE REFERENCE DISK, ON THE CREST OF THE SUMMIT,
 DA1466'IS 5.515 METERS (18.09 FEET) FROM STATION.
 DA1466'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DA1466'DISK, AT THE WEST EDGE OF THE SUMMIT, ON THE RIDGE
 DA1466'LINE, IS 9.352 METERS (30.68 FEET) FROM STATION.
 DA1466'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1466'IS ON THE CASA GRANDE HIGHWAY, 25 YARDS EAST OF THE
 DA1466'GRADE CROSSING OF THE SOUTHERN PACIFIC RAILROAD, 23 FEET NORTH
 DA1466'OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTHWEST OF A
 DA1466'TELEPHONE POLE, AND IS 0.3 MILE FROM STATION N 13
 DA1466'DEG 20 MIN W.
 DA1466
 DA1466                          STATION RECOVERY (1944)
 DA1466
 DA1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DA1466'STATION RECOVERED.  A REVISED DESCRIPTION FOLLOWS--
 DA1466'
 DA1466'REACHED FROM GILA BEND BY GOING E ON HIGHWAY 84 TO THE APPROACH
 DA1466'OF AN OVERPASS ABOUT A MILE FROM THE CENTER OF TOWN.  THERE
 DA1466'TAKE A GRAVEL ROAD TO THE LEFT AS THE HIGHWAY TURNS RIGHT, AND
 DA1466'GO 12.6 MILES TO WHERE THE RAILROAD CROSSES THE ROAD.  OCAPOS
 DA1466'IS IN THE CENTER OF THE ROUNDED SUMMIT OF THE SMALL DETATCHED
 DA1466'HILL, ON ITS HIGHEST POINT.
 DA1466
 DA1466                          STATION RECOVERY (1949)
 DA1466
 DA1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (TCC)
 DA1466'STATION IS 5.1 MILES W ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DA1466'FROM THE STATION AT ESTRELLA, THENCE 0.3 MILE SE OF BRIDGE
 DA1466'869.67, ON THE SUMMIT OF A LOW ROCKY HILL, AND ON ITS HIGHEST
 DA1466'POINT.
 DA1466'
 DA1466'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 DA1466'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 DA1466'
 DA1466'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED OCAPOS NO 1
 DA1466'1936 AND IS 18 FEET SE OF THE STATION.  IT IS SET IN THE TOP
 DA1466'OF OUTCROPPING BEDROCK PROJECTING ABOUT 0.5 FOOT ABOVE THE
 DA1466'GROUND.
 DA1466'
 DA1466'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 DA1466'OUTCROPPING BEDROCK PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 DA1466'IT IS STAMPED OCAPOS NO 2 1936 AND IS 31 FEET N OF THE STATION.
 DA1466
 DA1466                          STATION RECOVERY (1958)
 DA1466
 DA1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 DA1466'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DA1466'AZIMUTH MARK WAS NOT SEARCHED FOR.  DESCRIPTION BY T.C.C. IN
 DA1466'1948 ADEQUATE AND CORRECT.
 DA1466
 DA1466                          STATION RECOVERY (1960)
 DA1466
 DA1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1466'THE STATION, REFERENCE, AND AZIMUTH MARK WERE RECOVERED AND
 DA1466'FOUND TO BE IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 DA1466'AT THIS DATE.  A COMPLETE DESCRIPTION FOLLOWS.
 DA1466'
 DA1466'THE STATION IS ON THE HIGHEST POINT OF A LOW ROCKY HILL, 12
 DA1466'MILES EAST OF GILA BEND, 5 MILES WEST OF ESTRELLA ON THE
 DA1466'SOUTHERN PACIFIC RAILROAD AND 0.3 MILE SOUTHEAST OF RAILROAD
 DA1466'BRIDGE NO. 869.67.
 DA1466'
 DA1466'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 DA1466'84, 1.0 MILE EAST OF GILA BEND, GO EAST ON U.S. HIGHWAY 80
 DA1466'ABOUT 75 YARDS TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH AND EAST,
 DA1466'PER SIGN MARICOPA ON GRAVEL ROAD ALONG THE NORTH SIDE OF THE
 DA1466'SOUTHERN PACIFIC RAILROAD AND GO 12.2 MILES TO A RAILROAD
 DA1466'GRADE CROSSING, 0.6 MILE EAST OF RAILROAD MILE POST 869.  TURN
 DA1466'RIGHT, CROSS TRACKS, AND GO 0.05 MILE TO END OF TRUCK TRAVEL
 DA1466'AT ANOTHER SET OF RAILROAD TRACKS.  PACK SOUTHEAST ACROSS FLAT
 DA1466'LAND AND UP ROCKY RIDGE TO THE HIGHEST POINT AND THE STATION.
 DA1466'A 30 MINUTE PACK.
 DA1466'
 DA1466'THE STATION MARK, STAMPED OCAPOS 1936, IS A STANDARD DISK
 DA1466'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND
 DA1466'39 FEET SOUTHEAST OF A 15 FOOT CACTUS.
 DA1466'
 DA1466'REFERENCE MARK NO. 1, STAMPED OCAPOS NO 1 1936, IS A STANDARD
 DA1466'DISK CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 4 INCHES
 DA1466'AND ABOUT 6 INCHES LOWER THAN THE STATION.
 DA1466'
 DA1466'REFERENCE MARK NO. 2, STAMPED OCAPOS NO 2 1936, IS A STANDARD
 DA1466'DISK CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 1-1/2 FOOT
 DA1466'AND ABOUT 6 INCHES LOWER THAN THE STATION.
 DA1466'
 DA1466'THE AZIMUTH MARK, STAMPED OCAPOS 1936, IS A STANDARD DISK SET
 DA1466'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 64-1/2 FEET
 DA1466'EAST AND 21-1/2 FEET NORTH OF A RAILROAD GRADE CROSSING, 63
 DA1466'FEET EAST OF THE EAST RAIL OF THE RAILROAD, 57-1/2 FEET SOUTHEAST
 DA1466'OF A TELEPHONE POLE, 3 FEET LOWER THAN THE ROAD AND SOUTHEAST
 DA1466'OF RAILROAD BRIDGE NO. 869.67.
 DA1466
 DA1466                          STATION RECOVERY (1972)
 DA1466
 DA1466'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DA1466'GENERAL LOCATION GILA BEND - PHOENIX TO CASA GRANDE
 DA1466'
 DA1466'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DA1466'
 DA1466'STATION MARK STD. USC AND GS B.C.
 DA1466'
 DA1466'REFERENCE MARKS GOOD
 DA1466
 DA1466                          STATION RECOVERY (2007)
 DA1466
 DA1466'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0012 ***********************************************************************
 DA0012  DESIGNATION -  OCAPOS AZ MK
 DA0012  PID         -  DA0012
 DA0012  STATE/COUNTY-  AZ/MARICOPA
 DA0012  USGS QUAD   -  ESTRELLA (1979)
 DA0012
 DA0012                         *CURRENT SURVEY CONTROL
 DA0012  ___________________________________________________________________
 DA0012* NAD 83(1986)-  32 59 55.     (N)    112 29 59.     (W)     SCALED    
 DA0012* NAVD 88     -       396.623  (meters)    1301.25   (feet)  ADJUSTED  
 DA0012  ___________________________________________________________________
 DA0012  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA0012  DYNAMIC HT  -         396.145 (meters)    1299.69  (feet)  COMP
 DA0012  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 DA0012
 DA0012  VERT ORDER  -  FIRST     CLASS II
 DA0012
 DA0012.The horizontal coordinates were scaled from a topographic map and have
 DA0012.an estimated accuracy of +/- 6 seconds.
 DA0012
 DA0012.The orthometric height was determined by differential leveling
 DA0012.and adjusted in June 1991.
 DA0012
 DA0012.The geoid height was determined by GEOID03.
 DA0012
 DA0012.The dynamic height is computed by dividing the NAVD 88
 DA0012.geopotential number by the normal gravity value computed on the
 DA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0012.degrees latitude (g = 980.6199 gals.).
 DA0012
 DA0012.The modeled gravity was interpolated from observed gravity values.
 DA0012
 DA0012;                    North         East    Units  Estimated Accuracy
 DA0012;SPC AZ C     -   221,750.      158,880.      MT  (+/- 180 meters Scaled)
 DA0012
 DA0012                          SUPERSEDED SURVEY CONTROL
 DA0012
 DA0012  NGVD 29 (??/??/92)  395.979  (m)         1299.14   (f) ADJ UNCH    1 2
 DA0012
 DA0012.Superseded values are not recommended for survey control.
 DA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0012.See file dsdata.txt to determine how the superseded data were derived.
 DA0012
 DA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB598521(NAD 83)
 DA0012_MARKER: DZ = AZIMUTH MARK DISK
 DA0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0012_STAMPING: OCAPOS 1936
 DA0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0012+STABILITY: SURFACE MOTION
 DA0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0012+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DA0012
 DA0012  HISTORY     - Date     Condition        Report By
 DA0012  HISTORY     - 1936     MONUMENTED       CGS
 DA0012  HISTORY     - 1967     GOOD             NGS
 DA0012  HISTORY     - 1980     GOOD             NGS
 DA0012  HISTORY     - 1980     GOOD             NGS
 DA0012  HISTORY     - 20070321 GOOD             GEOCAC
 DA0012
 DA0012                          STATION DESCRIPTION
 DA0012
 DA0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0012'13.6 MI E FROM GILA BEND.
 DA0012'13.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DA0012'AT GILA BEND, OR ABOUT 14.55 MILES WEST ALONG THE SOUTHERN PACIFIC
 DA0012'RAILROAD FROM THE NELSON ELEMENTARY SCHOOL AT MOBILE, 69 FEET EAST OF
 DA0012'THE CROSSING OF THE RAILROAD AND A DIRT ROAD, 64 FEET SOUTHEAST OF THE
 DA0012'SOUTHEAST RAIL OF THE TRACK, 139 FEET SOUTH OF THE SOUTH CORNER OF
 DA0012'RAILROAD BRIDGE NUMBER 869.67, 57 FEET SOUTH OF A TELEPHONE POLE WHICH
 DA0012'IS BRACED BY A GUY WIRE, 21 FEET NORTHEAST OF THE CENTER LINE OF A
 DA0012'GRADED DIRT ROAD, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3
 DA0012'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 DA0012'POST PROJECTING 3 INCHES.
 DA0012
 DA0012                          STATION RECOVERY (1980)
 DA0012
 DA0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0012'RECOVERED IN GOOD CONDITION.
 DA0012
 DA0012                          STATION RECOVERY (1980)
 DA0012
 DA0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0012'RECOVERED IN GOOD CONDITION.
 DA0012
 DA0012                          STATION RECOVERY (2007)
 DA0012
 DA0012'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0012'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS NOW ABOUT SIX INCHES
 DA0012'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1245 ***********************************************************************
 DA1245  DESIGNATION -  OCO
 DA1245  PID         -  DA1245
 DA1245  STATE/COUNTY-  AZ/MARICOPA
 DA1245  USGS QUAD   -  BOSQUE (1973)
 DA1245
 DA1245                         *CURRENT SURVEY CONTROL
 DA1245  ___________________________________________________________________
 DA1245* NAD 83(1992)-  32 53 46.02162(N)    112 30 03.59758(W)     ADJUSTED  
 DA1245* NAVD 88     -       419.85   (+/-2cm)    1377.5    (feet)  VERTCON   
 DA1245  ___________________________________________________________________
 DA1245  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DA1245  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA1245  HORZ ORDER  -  SECOND
 DA1245  VERT ORDER  -  THIRD ? (See Below)
 DA1245
 DA1245.The horizontal coordinates were established by classical geodetic methods
 DA1245.and adjusted by the National Geodetic Survey in August 1993.
 DA1245
 DA1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1245.The vertical order pertains to the NGVD 29 superseded value.
 DA1245
 DA1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1245
 DA1245.The geoid height was determined by GEOID03.
 DA1245
 DA1245;                    North         East     Units Scale Factor Converg.
 DA1245;SPC AZ C     -   210,383.118   158,693.406   MT  0.99993684   -0 19 02.5
 DA1245;SPC AZ C     -   690,233.33    520,647.66   iFT  0.99993684   -0 19 02.5
 DA1245;UTM  12      - 3,640,769.450   359,612.172   MT  0.99984301   -0 48 55.3
 DA1245
 DA1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1245!SPC AZ C     -   0.99993893  x   0.99993684  =   0.99987578
 DA1245!UTM  12      -   0.99993893  x   0.99984301  =   0.99978195
 DA1245
 DA1245:                Primary Azimuth Mark                     Grid Az
 DA1245:SPC AZ C     -  OCO AZ MK                                118 15 51.6
 DA1245:UTM  12      -  OCO AZ MK                                118 45 44.4
 DA1245
 DA1245|---------------------------------------------------------------------|
 DA1245| PID    Reference Object                     Distance      Geod. Az  |
 DA1245|                                                           dddmmss.s |
 DA1245| CH6007 OCO AZ MK                                          1175649.1 |
 DA1245| CH6010 OCO RM 3                              8.853 METERS 13010     |
 DA1245| CH6008 OCO RM 1                              9.235 METERS 16230     |
 DA1245| CH6009 OCO RM 2                             10.093 METERS 27106     |
 DA1245| CH4643 1329.46                                            2891228.7 |
 DA1245|---------------------------------------------------------------------|
 DA1245
 DA1245                          SUPERSEDED SURVEY CONTROL
 DA1245
 DA1245  NAD 83(1986)-  32 53 46.01278(N)    112 30 03.60119(W) AD(       ) 2
 DA1245  NAD 27      -  32 53 45.86100(N)    112 30 01.05500(W) AD(       ) 2
 DA1245  NGVD 29 (07/19/86)  419.21   (m)         1375.4    (f) LEVELING    3  
 DA1245
 DA1245.Superseded values are not recommended for survey control.
 DA1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1245.See file dsdata.txt to determine how the superseded data were derived.
 DA1245
 DA1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5961240769(NAD 83)
 DA1245_MARKER: DS = TRIANGULATION STATION DISK
 DA1245_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DA1245_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DA1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1245+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA1245
 DA1245  HISTORY     - Date     Condition        Report By
 DA1245  HISTORY     - 1960     MONUMENTED       CGS
 DA1245  HISTORY     - 1973     GOOD             USGS
 DA1245  HISTORY     - 20071130 GOOD             GEOCAC
 DA1245
 DA1245                          STATION DESCRIPTION
 DA1245
 DA1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1245'THE STATION AND REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED.
 DA1245'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NOT FOUND DUE TO
 DA1245'HIGHWAY CONSTRUCTION.  THE STATION MARK WAS REMOVED AND A NEW
 DA1245'UNDERGROUND AND SURFACE MARK WERE RESET.  REFERENCE MARK 3 AND
 DA1245'A NEW AZIMUTH MARK WERE ESTABLISHED AS DESCRIBED BELOW.
 DA1245'
 DA1245'THE STATION IS 13.6 MILES EASTERLY ALONG THE INTERSTATE ROUTE
 DA1245'8 (STATE ROUTE 84) FROM GILA BEND, 49.6 FEET SOUTH-SOUTHWEST
 DA1245'OF THE CENTER LINE OF THE WEST BOUND LANES AND 2.8 FEET NORTH
 DA1245'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1245'
 DA1245'THE STATION, WITH UNDERGROUND MARK, STAMPED OCO 1936 RESET 1960,
 DA1245'IS A STANDARD DISK SET IN CONCRETE IN A 4-INCH SOIL PIPE
 DA1245'PROJECTING 6 INCHES ABOUT MIDWAY BETWEEN THE EAST AND WEST LANES
 DA1245'OF THE INTERSTATE ROUTE.
 DA1245'
 DA1245'REFERENCE MARK 2, STAMPED OCO NO 2 1936, IS A STANDARD DISK CAST
 DA1245'TO THE TOP OF A 1-INCH BRONZE ROD WHICH PROJECTS 12 INCHES
 DA1245'ABOVE A CYNDRICAL CONCRETE POST ABOUT 60 FEET SOUTH OF THE
 DA1245'CENTER LINE OF THE WEST BOUND LANES.
 DA1245'
 DA1245'REFERENCE MARK 3, STAMPED OCO NO 3 1936, IS A STANDARD DISK
 DA1245'SET IN CONCRETE IN A 4-INCH SOIL PIPE PROJECTING 6 INCHES ABOVE
 DA1245'A MASS OF CONCRETE AND ALSO ABOUT 60 FEET SOUTH OF THE CENTER
 DA1245'LINE OF THE WEST BOUND LANES.
 DA1245'
 DA1245'THE AZIMUTH MARK, STAMPED 1329.46, IS A STANDARD DISK OF THE
 DA1245'ARIZONA HIGHWAY DEPARTMENT SET IN THE CONCRETE BASE OF A DIVISION
 DA1245'MARKER (STEEL) POST BEARING THE SIGNS F.A.I. 1-8-2 (13) 1-8-2
 DA1245'(7).  IT IS 0.75 MILE WEST OF THE STATION AND 5.8 FEET NORTH OF
 DA1245'A STEEL RIGHT OF WAY POST BEARING THE LEGENDS P.O.T. 628 00 HWY
 DA1245'R OF W.
 DA1245'
 DA1245'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 3 17.680 M/58.60 FT.
 DA1245'
 DA1245'THERE WAS NO UNDERGROUND MARK BENEATH THE ORIGINAL SURFACE MARK.
 DA1245
 DA1245                          STATION RECOVERY (1973)
 DA1245
 DA1245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA1245'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1245'AGREE WITH NGS.
 DA1245
 DA1245                          STATION RECOVERY (2007)
 DA1245
 DA1245'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA1245'RECOVERED SURFACE STATION MARK IN GOOD CONDITION, AND DID NOT FIND
 DA1245'REFERENCE MARK 2 AND REFERENCE MARK 3. THE AZIMUTH MARK WAS NOT
 DA1245'SEARCHED FOR.
 DA1245' 
 DA1245'NOTE THAT THIS STATION IS THE SAME AS OCO RESET (DA0132).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2139 ***********************************************************************
 DU2139  DESIGNATION -  OCO
 DU2139  PID         -  DU2139
 DU2139  STATE/COUNTY-  AZ/MARICOPA
 DU2139  USGS QUAD   -  GILA BUTTE (1981)
 DU2139
 DU2139                         *CURRENT SURVEY CONTROL
 DU2139  ___________________________________________________________________
 DU2139* NAD 83(1992)-  33 14 50.44035(N)    111 50 27.91135(W)     ADJUSTED  
 DU2139* NAVD 88     -       371.1    (meters)    1218.     (feet)  VERTCON   
 DU2139  ___________________________________________________________________
 DU2139  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DU2139  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2139  HORZ ORDER  -  SECOND
 DU2139
 DU2139.The horizontal coordinates were established by classical geodetic methods
 DU2139.and adjusted by the National Geodetic Survey in August 1993.
 DU2139
 DU2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2139
 DU2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2139
 DU2139.The geoid height was determined by GEOID03.
 DU2139
 DU2139;                    North         East     Units Scale Factor Converg.
 DU2139;SPC AZ C     -   249,183.503   220,402.733   MT  0.99990061   +0 02 29.2
 DU2139;SPC AZ C     -   817,531.18    723,106.08   iFT  0.99990061   +0 02 29.2
 DU2139;UTM  12      - 3,679,023.439   421,648.038   MT  0.99967569   -0 27 40.2
 DU2139
 DU2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2139!SPC AZ C     -   0.99994643  x   0.99990061  =   0.99984705
 DU2139!UTM  12      -   0.99994643  x   0.99967569  =   0.99962214
 DU2139
 DU2139|---------------------------------------------------------------------|
 DU2139| PID    Reference Object                     Distance      Geod. Az  |
 DU2139|                                                           dddmmss.s |
 DU2139| CH6012 OCO RM 2                             12.793 METERS 17906     |
 DU2139| DU2137 CITRUS                              APPROX. 1.9 KM 1795841.0 |
 DU2139| CH6011 OCO RM 1                             12.747 METERS 35636     |
 DU2139|---------------------------------------------------------------------|
 DU2139
 DU2139                          SUPERSEDED SURVEY CONTROL
 DU2139
 DU2139  NAD 83(1986)-  33 14 50.43399(N)    111 50 27.91536(W) AD(       ) 2
 DU2139  NAD 27      -  33 14 50.25045(N)    111 50 25.41439(W) AD(       ) 2
 DU2139  NGVD 29 (07/19/86)  370.6    (m)         1216.     (f) VERT ANG    3  
 DU2139
 DU2139.Superseded values are not recommended for survey control.
 DU2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2139.See file dsdata.txt to determine how the superseded data were derived.
 DU2139
 DU2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2164879023(NAD 83)
 DU2139_MARKER: DD = SURVEY DISK
 DU2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2139
 DU2139  HISTORY     - Date     Condition        Report By
 DU2139  HISTORY     - 1976     MONUMENTED       AZDT
 DU2139  HISTORY     - 1979     GOOD             NGS
 DU2139  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU2139
 DU2139                          STATION DESCRIPTION
 DU2139
 DU2139'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2139'THE STATION IS ABOUT 3.8 MILES SOUTH OF CHANDLER ON THE EAST
 DU2139'SIDE OF STATE HWY. 87 AND 93 AND JUST SOUTH OF OCOTILLO RD.
 DU2139'
 DU2139'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED OCO 1975 AND
 DU2139'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 DU2139'99 FEET SOUTH OF CENTERLINE OF OCOTILLO RD., 45 FEET EAST OF
 DU2139'CENTERLINE OF STATE HWY. 87-93 AND IS MARKED WITH A WITNESS POST
 DU2139'AND SIGN 2.7 FEET EAST-SOUTHEAST.
 DU2139'
 DU2139'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED OCO RM 1,
 DU2139'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2139'DISK IS 46 FEET EAST OF CURB EDGE OF THE DIVIDER IN CENTERLINE
 DU2139'OF STATE HWY. 87-93.
 DU2139'
 DU2139'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED OCO RM 2
 DU2139'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 45 FEET
 DU2139'EAST OF CURB EDGE OF DIVIDER IN CENTERLINE OF HWY. 87-93.
 DU2139'
 DU2139'TO REACH THE STATION FROM THE CENTER OF CHANDLER, GO SOUTH ON
 DU2139'STATE HWY. 87-93 FOR 3.8 MILES TO OCOTILLO ROAD.  THE STATION
 DU2139'IS JUST SOUTH OF OCOTILLO RD. AND ON THE EAST SIDE OF HWY. 87-93.
 DU2139'
 DU2139'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2139
 DU2139                          STATION RECOVERY (1979)
 DU2139
 DU2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2139'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS ORIGINALLY
 DU2139'DESCRIBED.  ALL THREE MONUMENTS APPEAR TO HAVE BEEN SCRAPED BY
 DU2139'MACHINERY.
 DU2139'
 DU2139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2139'4.0 MILES SOUTH OF CHANDLER.
 DU2139
 DU2139                          STATION RECOVERY (2007)
 DU2139
 DU2139'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2139'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU2139'MARK. THE HIGHWAY HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS NOW
 DU2139'IN THE NORTHBOUND LANES. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0132 ***********************************************************************
 DA0132  DESIGNATION -  OCO RESET
 DA0132  PID         -  DA0132
 DA0132  STATE/COUNTY-  AZ/MARICOPA
 DA0132  USGS QUAD   -  BOSQUE (1973)
 DA0132
 DA0132                         *CURRENT SURVEY CONTROL
 DA0132  ___________________________________________________________________
 DA0132* NAD 83(1986)-  32 53 45.     (N)    112 30 03.     (W)     SCALED    
 DA0132* NAVD 88     -       419.85   (+/-2cm)    1377.5    (feet)  VERTCON   
 DA0132  ___________________________________________________________________
 DA0132  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0132
 DA0132.The horizontal coordinates were scaled from a topographic map and have
 DA0132.an estimated accuracy of +/- 6 seconds.
 DA0132
 DA0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0132.The vertical order pertains to the NGVD 29 superseded value.
 DA0132
 DA0132.The geoid height was determined by GEOID03.
 DA0132
 DA0132;                    North         East    Units  Estimated Accuracy
 DA0132;SPC AZ C     -   210,350.      158,710.      MT  (+/- 180 meters Scaled)
 DA0132
 DA0132                          SUPERSEDED SURVEY CONTROL
 DA0132
 DA0132  NGVD 29 (??/??/92)  419.205  (m)         1375.34   (f) ADJ UNCH    2 0
 DA0132
 DA0132.Superseded values are not recommended for survey control.
 DA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0132.See file dsdata.txt to determine how the superseded data were derived.
 DA0132
 DA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB596407(NAD 83)
 DA0132_MARKER: DS = TRIANGULATION STATION DISK
 DA0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0132_SP_SET: SOIL PIPE
 DA0132_STAMPING: OCO 1936 RESET 1960
 DA0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0132+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0132
 DA0132  HISTORY     - Date     Condition        Report By
 DA0132  HISTORY     - 1960     MONUMENTED       CGS
 DA0132  HISTORY     - 20071130 GOOD             GEOCAC
 DA0132
 DA0132                          STATION DESCRIPTION
 DA0132
 DA0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0132'13.6 MI SE FROM GILA BEND.
 DA0132'13.6 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0132'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 49.6 FEET SOUTH OF THE
 DA0132'CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 33.12 FEET EAST OF R.M. 2,
 DA0132'29.05 FEET NORTHWEST OF R.M. 3, 2.8 FEET NORTH OF A METAL WITNESS POST
 DA0132'WITH SIGN, SET IN A 4 INCH SOIL PIPE PROJECTING 6 INCHES.
 DA0132
 DA0132                          STATION RECOVERY (2007)
 DA0132
 DA0132'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0132'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0132'32 53 46.1 (N)   112 30 03.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0133 ***********************************************************************
 DA0133  DESIGNATION -  OCO RM 2
 DA0133  PID         -  DA0133
 DA0133  STATE/COUNTY-  AZ/MARICOPA
 DA0133  USGS QUAD   -  BOSQUE (1973)
 DA0133
 DA0133                         *CURRENT SURVEY CONTROL
 DA0133  ___________________________________________________________________
 DA0133* NAD 83(1986)-  32 53 45.     (N)    112 30 05.     (W)     SCALED    
 DA0133* NAVD 88     -       419.77   (+/-2cm)    1377.2    (feet)  VERTCON   
 DA0133  ___________________________________________________________________
 DA0133  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0133
 DA0133.The horizontal coordinates were scaled from a topographic map and have
 DA0133.an estimated accuracy of +/- 6 seconds.
 DA0133
 DA0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0133.The vertical order pertains to the NGVD 29 superseded value.
 DA0133
 DA0133.The geoid height was determined by GEOID03.
 DA0133
 DA0133;                    North         East    Units  Estimated Accuracy
 DA0133;SPC AZ C     -   210,350.      158,660.      MT  (+/- 180 meters Scaled)
 DA0133
 DA0133                          SUPERSEDED SURVEY CONTROL
 DA0133
 DA0133  NGVD 29 (??/??/92)  419.128  (m)         1375.09   (f) ADJ UNCH    2 0
 DA0133
 DA0133.Superseded values are not recommended for survey control.
 DA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0133.See file dsdata.txt to determine how the superseded data were derived.
 DA0133
 DA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB595407(NAD 83)
 DA0133_MARKER: DR = REFERENCE MARK DISK
 DA0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0133_SP_SET: ROD
 DA0133_STAMPING: OCO NO 2 1936
 DA0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0133
 DA0133  HISTORY     - Date     Condition        Report By
 DA0133  HISTORY     - 1936     MONUMENTED       CGS
 DA0133  HISTORY     - 1960     GOOD             NGS
 DA0133  HISTORY     - 20071130 MARK NOT FOUND   GEOCAC
 DA0133
 DA0133                          STATION DESCRIPTION
 DA0133
 DA0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0133'13.6 MI SE FROM GILA BEND.
 DA0133'13.6 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0133'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 33.12 FEET WEST OF THE STATION
 DA0133'MARK, A 1 INCH BRASS ROD WITH A STANDARD DISK CAST TO THE TOP AND
 DA0133'PROJECTS 12 INCHES.
 DA0133
 DA0133                          STATION RECOVERY (2007)
 DA0133
 DA0133'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0133'PERFORMED A FOOT SEARCH OF THE DESCRIBED AREA BUT FID NOT FIND THE
 DA0133'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0131 ***********************************************************************
 DA0131  DESIGNATION -  OCO RM 3
 DA0131  PID         -  DA0131
 DA0131  STATE/COUNTY-  AZ/MARICOPA
 DA0131  USGS QUAD   -  BOSQUE (1973)
 DA0131
 DA0131                         *CURRENT SURVEY CONTROL
 DA0131  ___________________________________________________________________
 DA0131* NAD 83(1986)-  32 53 45.     (N)    112 30 03.     (W)     SCALED    
 DA0131* NAVD 88     -       419.62   (+/-2cm)    1376.7    (feet)  VERTCON   
 DA0131  ___________________________________________________________________
 DA0131  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0131
 DA0131.The horizontal coordinates were scaled from a topographic map and have
 DA0131.an estimated accuracy of +/- 6 seconds.
 DA0131
 DA0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0131.The vertical order pertains to the NGVD 29 superseded value.
 DA0131
 DA0131.The geoid height was determined by GEOID03.
 DA0131
 DA0131;                    North         East    Units  Estimated Accuracy
 DA0131;SPC AZ C     -   210,350.      158,710.      MT  (+/- 180 meters Scaled)
 DA0131
 DA0131                          SUPERSEDED SURVEY CONTROL
 DA0131
 DA0131  NGVD 29 (??/??/92)  418.978  (m)         1374.60   (f) ADJ UNCH    2 0
 DA0131
 DA0131.Superseded values are not recommended for survey control.
 DA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0131.See file dsdata.txt to determine how the superseded data were derived.
 DA0131
 DA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB596407(NAD 83)
 DA0131_MARKER: DR = REFERENCE MARK DISK
 DA0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0131_SP_SET: SOIL PIPE
 DA0131_STAMPING: OCO NO 3 1936
 DA0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0131
 DA0131  HISTORY     - Date     Condition        Report By
 DA0131  HISTORY     - 1960     MONUMENTED       CGS
 DA0131  HISTORY     - 1960     GOOD             NGS
 DA0131  HISTORY     - 20071130 MARK NOT FOUND   GEOCAC
 DA0131
 DA0131                          STATION DESCRIPTION
 DA0131
 DA0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0131'13.6 MI SE FROM GILA BEND.
 DA0131'13.6 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0131'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 29.05 FEET SOUTHEAST OF THE
 DA0131'STATION MARK, SET IN A 4 INCH SOIL PIPE PROJECTING 6 INCHES.
 DA0131
 DA0131                          STATION RECOVERY (2007)
 DA0131
 DA0131'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0131'PERFORMED A FOOT SEARCH OF THE DESCRIBED AREA BUT FID NOT FIND THE
 DA0131'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0464 ***********************************************************************
 CZ0464  DESIGNATION -  OCOTILLA
 CZ0464  PID         -  CZ0464
 CZ0464  STATE/COUNTY-  AZ/PINAL
 CZ0464  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0464
 CZ0464                         *CURRENT SURVEY CONTROL
 CZ0464  ___________________________________________________________________
 CZ0464* NAD 83(1992)-  32 41 08.65778(N)    111 27 06.69773(W)     ADJUSTED  
 CZ0464* NAVD 88     -       513.799  (meters)    1685.69   (feet)  ADJUSTED  
 CZ0464  ___________________________________________________________________
 CZ0464  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 CZ0464  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0464  DYNAMIC HT  -         513.149 (meters)    1683.56  (feet)  COMP
 CZ0464  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 CZ0464  OBS GRAVITY -     979,358.5   (mgal)                       GRAV_OBS
 CZ0464
 CZ0464  HORZ ORDER  -  SECOND
 CZ0464  VERT ORDER  -  FIRST     CLASS II
 CZ0464
 CZ0464.The horizontal coordinates were established by classical geodetic methods
 CZ0464.and adjusted by the National Geodetic Survey in August 1993.
 CZ0464
 CZ0464.The orthometric height was determined by differential leveling
 CZ0464.and adjusted in November 1993.
 CZ0464
 CZ0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0464
 CZ0464.The geoid height was determined by GEOID03.
 CZ0464
 CZ0464.The dynamic height is computed by dividing the NAVD 88
 CZ0464.geopotential number by the normal gravity value computed on the
 CZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0464.degrees latitude (g = 980.6199 gals.).
 CZ0464
 CZ0464.The modeled gravity was interpolated from observed gravity values.
 CZ0464.The observed gravity was obtained from relative gravimeter ties
 CZ0464.to the IGSN71 gravity network.
 CZ0464
 CZ0464;                    North         East     Units Scale Factor Converg.
 CZ0464;SPC AZ C     -   186,998.355   256,946.811   MT  0.99992342   +0 15 03.6
 CZ0464;SPC AZ C     -   613,511.66    843,001.35   iFT  0.99992342   +0 15 03.6
 CZ0464;UTM  12      - 3,616,538.941   457,639.885   MT  0.99962213   -0 14 38.5
 CZ0464
 CZ0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0464!SPC AZ C     -   0.99992402  x   0.99992342  =   0.99984744
 CZ0464!UTM  12      -   0.99992402  x   0.99962213  =   0.99954617
 CZ0464
 CZ0464:                Primary Azimuth Mark                     Grid Az
 CZ0464:SPC AZ C     -  G 279                                    117 35 30.1
 CZ0464:UTM  12      -  G 279                                    118 05 12.2
 CZ0464
 CZ0464|---------------------------------------------------------------------|
 CZ0464| PID    Reference Object                     Distance      Geod. Az  |
 CZ0464|                                                           dddmmss.s |
 CZ0464| CZ0335 G 279                                              1175033.7 |
 CZ0464| CZ0465 OCOTILLA RM 1                        12.052 METERS 12056     |
 CZ0464| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX. 7.4 KM 1392138.4 |
 CZ0464| CZ2135 ELOY ARIZONA COMPRESS CO TANK       APPROX. 8.0 KM 3074452.8 |
 CZ0464| CZ0463 OCOTILLA RM 2                        11.676 METERS 31207     |
 CZ0464| CZ2134 ELOY FEDERAL COMPRESS CO S TK       APPROX. 7.8 KM 3141207.8 |
 CZ0464| CZ2136 ELOY FEDERAL COMPRESS CO N TK       APPROX. 8.1 KM 3152225.9 |
 CZ0464|---------------------------------------------------------------------|
 CZ0464
 CZ0464                          SUPERSEDED SURVEY CONTROL
 CZ0464
 CZ0464  NAD 83(1986)-  32 41 08.65171(N)    111 27 06.69818(W) AD(       ) 2
 CZ0464  NAD 27      -  32 41 08.42370(N)    111 27 04.28320(W) AD(       ) 2
 CZ0464  NAVD 88 (06/15/91)  514.023  (m)         1686.42   (f) UNKNOWN     1 2
 CZ0464  NGVD 29 (??/??/92)  513.926  (m)         1686.11   (f) ADJ UNCH    1 2
 CZ0464
 CZ0464.Superseded values are not recommended for survey control.
 CZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0464.See file dsdata.txt to determine how the superseded data were derived.
 CZ0464
 CZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5764016539(NAD 83)
 CZ0464_MARKER: DS = TRIANGULATION STATION DISK
 CZ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0464_SP_SET: CONCRETE POST
 CZ0464_STAMPING: OCOTILLA 1959
 CZ0464_MARK LOGO: CGS   
 CZ0464_PROJECTION: PROJECTING 18 CENTIMETERS
 CZ0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0464+STABILITY: SURFACE MOTION
 CZ0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0464+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ0464
 CZ0464  HISTORY     - Date     Condition        Report By
 CZ0464  HISTORY     - 1960     MONUMENTED       CGS
 CZ0464  HISTORY     - 1960     GOOD             NGS
 CZ0464  HISTORY     - 1967     GOOD             CGS
 CZ0464  HISTORY     - 1968     GOOD             AMS
 CZ0464  HISTORY     - 1971     GOOD             AZHD
 CZ0464  HISTORY     - 1972     GOOD             AZHD
 CZ0464  HISTORY     - 1975     GOOD             AZDT
 CZ0464  HISTORY     - 19781003 GOOD             USGS
 CZ0464  HISTORY     - 1980     GOOD             NGS
 CZ0464  HISTORY     - 1980     GOOD             NGS
 CZ0464  HISTORY     - 1984     GOOD             NGS
 CZ0464  HISTORY     - 19911205 GOOD             NGS
 CZ0464  HISTORY     - 20070525 GOOD             GEOCAC
 CZ0464
 CZ0464                          STATION DESCRIPTION
 CZ0464
 CZ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0464'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF PICACHO IN A
 CZ0464'PASTURE.
 CZ0464'
 CZ0464'TO REACH THE STATION FROM THE POST OFFICE IN PICACHO GO
 CZ0464'SOUTHEAST ON STATE HIGHWAY 84 FOR 3.3 MILES TO THE STATION
 CZ0464'ON THE RIGHT.
 CZ0464'
 CZ0464'TO REACH THE U.S.G.S. DISK G 279, USED FOR THE AZIMUTH MARK,
 CZ0464'CONTINUE SOUTHEAST ON STATE HIGHWAY 84 FOR 0.6 MILE, THEN
 CZ0464'PACK NORTHEAST ACROSS THE RAILROAD TRACKS TO THE U.S.G.S.
 CZ0464'DISK G 279 ON THE RAILROAD RIGHT-OF-WAY.
 CZ0464'
 CZ0464'THE STATION MARK, STAMPED OCOTILLA 1959, IS A STANDARD DISK
 CZ0464'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 CZ0464'DIAMETER AND PROJECTS 6 INCHES.  IT IS 36 FEET SOUTHWEST
 CZ0464'OF THE CENTER OF THE SOUTH BOUND TRAFFIC LANE AND 6-1/2 FEET
 CZ0464'SOUTHWEST OF A BRACE POST IN THE RIGHT-OF-WAY FENCE LINE.
 CZ0464'
 CZ0464'REFERENCE MARK NO. 1, STAMPED OCOTILLA NO 1 1959, IS A STANDARD
 CZ0464'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0464'PROJECTS 4 INCHES.  IT IS 2-1/2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 CZ0464'FENCE.
 CZ0464'
 CZ0464'REFERENCE MARK NO. 2, STAMPED OCOTILLA NO 2 1959, IS A STANDARD
 CZ0464'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0464'PROJECTS 4 INCHES.  IT IS 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 CZ0464'FENCE.
 CZ0464'
 CZ0464'THE U.S.G.S. DISK G 279, USED FOR THE AZIMUTH MARK, IS 105
 CZ0464'YARDS SOUTHEAST OF CULVERT 941.38, 50 FEET SOUTHWEST OF THE
 CZ0464'RIGHT-OF-WAY FENCE, 47 FEET NORTHEAST OF THE NORTHEAST RAIL
 CZ0464'OF THE RAILROAD TRACKS, 5 FEET NORTHWEST OF A TELEPHONE POLE
 CZ0464'AND 2 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CZ0464'U.S.G.S.  BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 CZ0464'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED G 279
 CZ0464'206 1/2.
 CZ0464
 CZ0464                          STATION RECOVERY (1960)
 CZ0464
 CZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0464'3.3 MI SE FROM PICACHO.
 CZ0464'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0464'PICACHO, 36 FEET SOUTH WEST OF CENTER OF THE SOUTHBOUND TRAFFIC LANE,
 CZ0464'6.5 FEET SOUTHWEST OF A BRACE POST IN THE RIGHT-OF-WAY FRNCE, SET IN
 CZ0464'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
 CZ0464
 CZ0464                          STATION RECOVERY (1967)
 CZ0464
 CZ0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ0464'THE STATION, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED IN GOOD
 CZ0464'SHAPE.  THE AZIMUTH MARK WAS NOT RECOVERED AT THIS TIME DUE TO A
 CZ0464'CHANGE IN THE ROAD.
 CZ0464'
 CZ0464'A NEW DESCRIPTION OF HOW TO REACH THE STATION IS NECESSARY DUE TO
 CZ0464'THE COMPLETION OF INTERSTATE 10 AND A NEW POST OFFICE IN PICACHO.
 CZ0464'
 CZ0464'TO REACH THE STATION FROM THE NEW POST OFFICE IN PICACHO GO THROUGH
 CZ0464'THE I-10 UNDERPASS AND TURN LEFT, SOUTHEAST.  DRIVE 3.3 MILES ON
 CZ0464'THE ACCESS ROAD PARALLELING I-10 TO THE STATION ON THE RIGHT.
 CZ0464'THE STATION AND REFERENCE MARKS ARE ABOUT TWO FEET TO THE
 CZ0464'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CZ0464'
 CZ0464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 MILES SOUTHEAST
 CZ0464'OF PICACHO.
 CZ0464
 CZ0464                          STATION RECOVERY (1968)
 CZ0464
 CZ0464'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ0464'STATION MARK, RM NO. 1, NO. 2 AND AZIMUTH MARK (BM G-279 USGS) ALL
 CZ0464'RECOVERED AS DESCRIBED.
 CZ0464
 CZ0464                          STATION RECOVERY (1971)
 CZ0464
 CZ0464'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ0464'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED.
 CZ0464
 CZ0464                          STATION RECOVERY (1972)
 CZ0464
 CZ0464'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ0464'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ0464'
 CZ0464'STATION MARK, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 CZ0464'
 CZ0464'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ0464
 CZ0464                          STATION RECOVERY (1975)
 CZ0464
 CZ0464'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0464'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.55 MILES AND TO
 CZ0464'THE STATION ON THE RIGHT.  6 FT. SOUTH OF THE SOUTH R/W FENCE LINE.
 CZ0464'MARKED BY A P AND M SURVEY SIGN.  A USC AND GS TRIANGULATION BRASS
 CZ0464'CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.8 FT.
 CZ0464
 CZ0464                          STATION RECOVERY (1978)
 CZ0464
 CZ0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (GLC)
 CZ0464'RECOVERED IN GOOD CONDITION.
 CZ0464
 CZ0464                          STATION RECOVERY (1980)
 CZ0464
 CZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0464'THE MARK IS 1 M BELOW FRONTAGE ROAD CENTERLINE.
 CZ0464'35.5 KILOMETERS (22.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0464'RAILROAD FROM THE STATION AT CASA GRANDE, 0.9 KILOMETER (0.55 MILE)
 CZ0464'SOUTHEAST OF HIGHWAY MILE POST 215, 0.5 KILOMETER (0.3 MILE) SOUTHEAST
 CZ0464'OF A ROAD CONDITION WARNING SIGN FOR THE EASTBOUND LANES OF INTERSTATE
 CZ0464'10, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF THE T-JUNCTION OF THE
 CZ0464'SOUTHWEST FRONTAGE ROAD OF INTERSTATE 10 AND A DIRT ROAD LEADING
 CZ0464'SOUTHWEST TO A 3- BY 3-METER CINDER BLOCK BUILDING HOUSING A TELEPHONE
 CZ0464'SUBSTATION, SET ON THE SOUTHWEST RIGHT-OF-WAY OF THE FRONTAGE ROAD,
 CZ0464'10.9 METERS (36 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE
 CZ0464'ROAD AND 1.9 METERS (6.5 FEET) SOUTHWEST OF THE BRACED ANGLE IRON
 CZ0464'FENCE POST IN THE RIGHT-OF-WAY FENCE.
 CZ0464'THE MARK IS 3.5 METERS  NW FROM A WITNESS POST.
 CZ0464
 CZ0464                          STATION RECOVERY (1980)
 CZ0464
 CZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0464'35.5 KM (22.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ0464'FROM THE STATION AT CASA GRANDE, 0.9 KM (0.55 MILES) SOUTHEAST OF
 CZ0464'HIGHWAY MILE POST 215, 0.5 KM (0.3 MILES) SOUTHEAST OF A ROAD
 CZ0464'CONDITION WARNING SIGN FOR THE EASTBOUND LANES OF INTERSTATE 10, 0.3
 CZ0464'KM (0.2 MILES) NORTHEAST OF THE T-JUNCTION OF THE SOUTHWEST FRONTAGE
 CZ0464'ROAD OF INTERSTATE 10 AND A DIRT ROAD LOADING SOUTHWEST TO A 3-BY
 CZ0464'3-METER CINDER BLOCK BUILDING HOUSING A TELEPHONE SUBSTATION, SET ON
 CZ0464'THE SOUTHWEST RIGHT-OF-WAY OF THE SOUTHWEST FRONTAGE ROAD, 10.9
 CZ0464'METERS (36 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD 1
 CZ0464'METER BELOW THE CENTERLINE OF FRONTAGE ROAD, 3.5 METER NORTHWEST OF
 CZ0464'WITNESS POST.
 CZ0464
 CZ0464                          STATION RECOVERY (1984)
 CZ0464
 CZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0464'RECOVERED IN GOOD CONDITION.
 CZ0464
 CZ0464                          STATION RECOVERY (1991)
 CZ0464
 CZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0464'0.2 KM (0.10 MI) SOUTHERLY ALONG PICACHO BOULEVARD FROM THE POST
 CZ0464'OFFICE IN PICACHO, THENCE 5.3 KM (3.30 MI) SOUTHEASTERLY ALONG A
 CZ0464'PAVED FRONTAGE ROAD, 0.3 KM (0.20 MI) NORTHWEST OF A HIGHWAY
 CZ0464'INFORMATION SIGN, 10.9 M (35.8 FT) SOUTHWEST OF THE ROAD CENTERLINE,
 CZ0464'12.1 M (39.7 FT) NORTHWEST OF REFERENCE MARK 1, 11.6 M (38.1 FT)
 CZ0464'SOUTHEAST OF REFERENCE MARK 2, 3.6 M (11.8 FT) WEST OF A WITNESS
 CZ0464'POST, 1.9 M (6.2 FT) SOUTHWEST OF A BRACED FENCE POST, 0.8 M (2.6 FT)
 CZ0464'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 CZ0464'ABOVE THE GROUND SURFACE.
 CZ0464
 CZ0464                          STATION RECOVERY (2007)
 CZ0464
 CZ0464'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0465 ***********************************************************************
 CZ0465  DESIGNATION -  OCOTILLA RM 1
 CZ0465  PID         -  CZ0465
 CZ0465  STATE/COUNTY-  AZ/PINAL
 CZ0465  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0465
 CZ0465                         *CURRENT SURVEY CONTROL
 CZ0465  ___________________________________________________________________
 CZ0465* NAD 83(1986)-  32 41 08.     (N)    111 27 06.     (W)     SCALED    
 CZ0465* NAVD 88     -       513.836  (meters)    1685.81   (feet)  ADJUSTED  
 CZ0465  ___________________________________________________________________
 CZ0465  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0465  DYNAMIC HT  -         513.185 (meters)    1683.67  (feet)  COMP
 CZ0465  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 CZ0465  OBS GRAVITY -     979,358.5   (mgal)                       GRAV_OBS
 CZ0465
 CZ0465  VERT ORDER  -  FIRST     CLASS II
 CZ0465
 CZ0465.The horizontal coordinates were scaled from a topographic map and have
 CZ0465.an estimated accuracy of +/- 6 seconds.
 CZ0465
 CZ0465.The orthometric height was determined by differential leveling
 CZ0465.and adjusted in November 1993.
 CZ0465
 CZ0465.The geoid height was determined by GEOID03.
 CZ0465
 CZ0465.The dynamic height is computed by dividing the NAVD 88
 CZ0465.geopotential number by the normal gravity value computed on the
 CZ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0465.degrees latitude (g = 980.6199 gals.).
 CZ0465
 CZ0465.The modeled gravity was interpolated from observed gravity values.
 CZ0465.The observed gravity was obtained from relative gravimeter ties
 CZ0465.to the IGSN71 gravity network.
 CZ0465
 CZ0465;                    North         East    Units  Estimated Accuracy
 CZ0465;SPC AZ C     -   186,980.      256,970.      MT  (+/- 180 meters Scaled)
 CZ0465
 CZ0465                          SUPERSEDED SURVEY CONTROL
 CZ0465
 CZ0465  NGVD 29 (??/??/92)  513.966  (m)         1686.24   (f) ADJ UNCH    1 2
 CZ0465
 CZ0465.Superseded values are not recommended for survey control.
 CZ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0465.See file dsdata.txt to determine how the superseded data were derived.
 CZ0465
 CZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB576165(NAD 83)
 CZ0465_MARKER: DR = REFERENCE MARK DISK
 CZ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0465_SP_SET: CONCRETE POST
 CZ0465_STAMPING: OCOTILLA NO 1 1959
 CZ0465_MARK LOGO: CGS   
 CZ0465_PROJECTION: PROJECTING 14 CENTIMETERS
 CZ0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0465+STABILITY: SURFACE MOTION
 CZ0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0465+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ0465
 CZ0465  HISTORY     - Date     Condition        Report By
 CZ0465  HISTORY     - 1960     MONUMENTED       CGS
 CZ0465  HISTORY     - 1960     GOOD             NGS
 CZ0465  HISTORY     - 1975     GOOD             AZDT
 CZ0465  HISTORY     - 19781003 GOOD             USGS
 CZ0465  HISTORY     - 1980     GOOD             NGS
 CZ0465  HISTORY     - 1980     GOOD             NGS
 CZ0465  HISTORY     - 1984     GOOD             NGS
 CZ0465  HISTORY     - 19911205 GOOD             NGS
 CZ0465  HISTORY     - 20070525 GOOD             GEOCAC
 CZ0465
 CZ0465                          STATION DESCRIPTION
 CZ0465
 CZ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0465'3.3 MI NE FROM PICACHO.
 CZ0465'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0465'PICACHO, 39.5 FEET SOUTHEAST OF TRIANGULATION STATION, 2.5 FEET
 CZ0465'SOUTHWEST OF FENCE, SET IN TOP OF 12-INCH SQUARE CONCRETE POST
 CZ0465'PROJECTING 4 INCHES.
 CZ0465
 CZ0465                          STATION RECOVERY (1975)
 CZ0465
 CZ0465'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0465'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.55 MILES AND TO
 CZ0465'THE STATION ON THE RIGHT.  40 FT. EAST OF THE STATION OCOTILLA.  3 FT.
 CZ0465'SOUTH OF THE SOUTH R/W FENCE LINE.  A USC AND GS REFERENCE MARK BRASS
 CZ0465'CAP, SET IN A 10 IN. SQUARE CONCRETE POST, UP 0.4 FT.
 CZ0465
 CZ0465                          STATION RECOVERY (1978)
 CZ0465
 CZ0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (GLC)
 CZ0465'RECOVERED IN GOOD CONDITION.
 CZ0465
 CZ0465                          STATION RECOVERY (1980)
 CZ0465
 CZ0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0465'THE MARK IS 1 M BELOW FRONTAGE ROAD CENTERLINE.
 CZ0465'35.5 KILOMETERS (22.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0465'RAILROAD FROM THE STATION AT CASA GRANDE, 0.9 KILOMETER (0.55 MILE)
 CZ0465'SOUTHEAST OF HIGHWAY MILE POST 215, 0.5 KILOMETER (0.3 MILE) SOUTHEAST
 CZ0465'OF A ROAD CONDITION WARNING SIGN FOR THE EASTBOUND LANES OF INTERSTATE
 CZ0465'10, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF THE T-JUNCTION OF THE
 CZ0465'SOUTHWEST FRONTAGE ROAD OF INTERSTATE 10 AND  A DIRT ROAD LEADING
 CZ0465'SOUTHWEST TO A 3- BY 3-METER CINDER BLOCK BUILDING HOUSING A TELEPHONE
 CZ0465'SUBSTATION, SET ON THE SOUTHWEST RIGHT-OF-WAY OF THE FRONTAGE ROAD,
 CZ0465'9.8 METERS (32.1 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE
 CZ0465'ROAD, 12.0 METERS (39.5 FEET) SOUTHEAST OF THE STATION, 12.0 METERS
 CZ0465'(39.5 FEET) SOUTHEAST OF A BRACED ANGLE IRON FENCE POST IN THE
 CZ0465'RIGHT-OF-WAY FENCE AND 0.6 METER (2.0 FEET) SOUTHWEST OF THE
 CZ0465'RIGHT-OF-WAY FENCE.
 CZ0465'THE MARK IS 9.3 METERS  SE FROM A WITNESS POST.
 CZ0465
 CZ0465                          STATION RECOVERY (1980)
 CZ0465
 CZ0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0465'35.5 KM (22.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ0465'FROM THE STATION AT CASA GRANDE, 0.9 KM (0.55 MILES) SOUTHEAST OF
 CZ0465'HIGHWAY MILES POST 215, 0.5 KM (0.3 MI) SOUTHEAST OF A ROAD CONDITION
 CZ0465'WAVNING SIGN FOR THE EASTBOUND LANES OF INTERSTATE 10, 0.3 KM (0.2
 CZ0465'MILES) NORTHWEST OF THE T-JUNCTION OF THE SOUTHWEST FRONTAGE ROAD OF
 CZ0465'INTERSTATE 10 AND A DIRT ROAD LOADING SOUTHWEST TO A 3-BY 3-METER
 CZ0465'CINDER BLOCK BUILDING HOUSING A TELEPHONE SUBSTATION, SET ON THE
 CZ0465'SOUTHWEST RIGHT OF WAY OF THE SOUTHWEST FRONTAGE ROAD, 9.8 METERS
 CZ0465'(32.1 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD 12.0
 CZ0465'METERS (39.5 FEET) SOUTHEAST OF THE STATION. 12.0 METERS (39.5 FEET)
 CZ0465'SOUTHEAST OF A BRACED ANGLE IRON FENCE POST. 0.6 METERS (2.0 FEET)
 CZ0465'SOUTHEAST OF THE RIGHT OF WAY FENCE 1 METERS BELOW THE CENTERLINE OF
 CZ0465'FRONTAGE ROAD 9.3 METERS SOUTHEAST OF WITNESS POST.
 CZ0465
 CZ0465                          STATION RECOVERY (1984)
 CZ0465
 CZ0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0465'RECOVERED IN GOOD CONDITION.
 CZ0465
 CZ0465                          STATION RECOVERY (1991)
 CZ0465
 CZ0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0465'0.2 KM (0.10 MI) SOUTHERLY ALONG PICACHO BOULEVARD FROM THE POST
 CZ0465'OFFICE IN PICACHO, THENCE 5.3 KM (3.30 MI) SOUTHEASTERLY ALONG A
 CZ0465'PAVED FRONTAGE ROAD, 0.3 KM (0.20 MI) NORTHWEST OF A HIGHWAY
 CZ0465'INFORMATION SIGN, 12.2 M (40.0 FT) SOUTHEAST OF A BRACED FENCE POST,
 CZ0465'12.1 M (39.7 FT) SOUTHEAST OF TRIANGULATION STATION OCOTILLA, 9.7 M
 CZ0465'(31.8 FT) SOUTHWEST OF THE ROAD CENTERLINE, 0.8 M (2.6 FT) BELOW THE
 CZ0465'LEVEL OF THE ROAD, 0.7 M (2.3 FT) SOUTHWEST OF THE FENCE, AND THE
 CZ0465'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 CZ0465
 CZ0465                          STATION RECOVERY (2007)
 CZ0465
 CZ0465'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0463 ***********************************************************************
 CZ0463  DESIGNATION -  OCOTILLA RM 2
 CZ0463  PID         -  CZ0463
 CZ0463  STATE/COUNTY-  AZ/PINAL
 CZ0463  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ0463
 CZ0463                         *CURRENT SURVEY CONTROL
 CZ0463  ___________________________________________________________________
 CZ0463* NAD 83(1986)-  32 41 08.     (N)    111 27 06.     (W)     SCALED    
 CZ0463* NAVD 88     -       513.734  (meters)    1685.48   (feet)  ADJUSTED  
 CZ0463  ___________________________________________________________________
 CZ0463  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0463  DYNAMIC HT  -         513.083 (meters)    1683.34  (feet)  COMP
 CZ0463  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 CZ0463  OBS GRAVITY -     979,358.4   (mgal)                       GRAV_OBS
 CZ0463
 CZ0463  VERT ORDER  -  FIRST     CLASS II
 CZ0463
 CZ0463.The horizontal coordinates were scaled from a topographic map and have
 CZ0463.an estimated accuracy of +/- 6 seconds.
 CZ0463
 CZ0463.The orthometric height was determined by differential leveling
 CZ0463.and adjusted in November 1993.
 CZ0463
 CZ0463.The geoid height was determined by GEOID03.
 CZ0463
 CZ0463.The dynamic height is computed by dividing the NAVD 88
 CZ0463.geopotential number by the normal gravity value computed on the
 CZ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0463.degrees latitude (g = 980.6199 gals.).
 CZ0463
 CZ0463.The modeled gravity was interpolated from observed gravity values.
 CZ0463.The observed gravity was obtained from relative gravimeter ties
 CZ0463.to the IGSN71 gravity network.
 CZ0463
 CZ0463;                    North         East    Units  Estimated Accuracy
 CZ0463;SPC AZ C     -   186,980.      256,970.      MT  (+/- 180 meters Scaled)
 CZ0463
 CZ0463                          SUPERSEDED SURVEY CONTROL
 CZ0463
 CZ0463  NGVD 29 (??/??/92)  513.861  (m)         1685.89   (f) ADJ UNCH    1 2
 CZ0463
 CZ0463.Superseded values are not recommended for survey control.
 CZ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0463.See file dsdata.txt to determine how the superseded data were derived.
 CZ0463
 CZ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB576165(NAD 83)
 CZ0463_MARKER: DR = REFERENCE MARK DISK
 CZ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0463_SP_SET: CONCRETE POST
 CZ0463_STAMPING: OCOTILLA NO 2 1960
 CZ0463_MARK LOGO: CGS   
 CZ0463_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0463+STABILITY: SURFACE MOTION
 CZ0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0463+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ0463
 CZ0463  HISTORY     - Date     Condition        Report By
 CZ0463  HISTORY     - 1960     MONUMENTED       CGS
 CZ0463  HISTORY     - 1975     GOOD             AZDT
 CZ0463  HISTORY     - 19781003 GOOD             USGS
 CZ0463  HISTORY     - 1980     GOOD             NGS
 CZ0463  HISTORY     - 1980     GOOD             NGS
 CZ0463  HISTORY     - 1984     GOOD             NGS
 CZ0463  HISTORY     - 19911205 GOOD             NGS
 CZ0463  HISTORY     - 20070525 GOOD             GEOCAC
 CZ0463
 CZ0463                          STATION DESCRIPTION
 CZ0463
 CZ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0463'3.3 MI SE FROM PICACHO.
 CZ0463'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0463'PICACHO, 38 FEET NORTHWEST OF THE TRIANGULATION STATION, 2 FEET
 CZ0463'SOUTHWEST OF FENCE, SET IN TOP OF 12-INCH SQUARE CONCRETE POST
 CZ0463'PROJECTING 4 INCHES.
 CZ0463
 CZ0463                          STATION RECOVERY (1975)
 CZ0463
 CZ0463'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0463'FROM MILEPOST 215, I-10, EAST ON THE INTERSTATE FOR 0.55 MILES AND TO
 CZ0463'THE STATION ON THE RIGHT.  40 FT. WEST OF STATION OCOTILLA.  3 FT.
 CZ0463'SOUTH OF THE SOUTH R/W FENCE LINE.  A USC AND GS REFERENCE MARK BRASS
 CZ0463'CAP, SET IN A 10 IN. SQUARE CONCRETE POST, UP 0.5 FT.
 CZ0463
 CZ0463                          STATION RECOVERY (1978)
 CZ0463
 CZ0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (GLC)
 CZ0463'RECOVERED IN GOOD CONDITION.
 CZ0463
 CZ0463                          STATION RECOVERY (1980)
 CZ0463
 CZ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0463'THE MARK IS 1 M BELOW FRONTAGE ROAD CENTERLINE.
 CZ0463'35.5 KILOMETERS (22.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0463'RAILROAD FROM THE STATION AT CASA GRANDE, 0.9 KILOMETER (0.55 MILE)
 CZ0463'SOUTHEAST OF HIGHWAY MILE POST 215, 0.5 KILOMETER (0.3 MILE) SOUTHEAST
 CZ0463'OF A ROAD CONDITION WARNING SIGN FOR THE EASTBOUND LANES OF INTERSTATE
 CZ0463'10, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF THE T-JUNCTION OF THE
 CZ0463'SOUTHWEST FRONTAGE ROAD OF INTERSTATE 10 AND A DIRT ROAD LEADING
 CZ0463'SOUTHWEST TO A 3- BY 3-METER CINDER BLOCK BUILDING HOUSING A TELEPHONE
 CZ0463'SUBSTATION, SET ON THE SOUTHWEST RIGHT-OF-WAY OF THE FRONTAGE ROAD,
 CZ0463'9.8 METERS (32 FEET) SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 CZ0463'11.7 METERS (38.5 FEET) NORTHWEST OF THE BRACED ANGLE IRON FENCE POST
 CZ0463'IN THE RIGHT-OF-WAY FENCE, 11.7 METERS (38.5 FEET) NORTHWEST OF THE
 CZ0463'STATION AND 0.8 METER (2.5 FEET) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CZ0463'THE MARK IS 14.5 METERS  NW FROM A WITNESS POST.
 CZ0463
 CZ0463                          STATION RECOVERY (1980)
 CZ0463
 CZ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0463'RECOVERED IN GOOD CONDITION.
 CZ0463
 CZ0463                          STATION RECOVERY (1984)
 CZ0463
 CZ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0463'RECOVERED IN GOOD CONDITION.
 CZ0463
 CZ0463                          STATION RECOVERY (1991)
 CZ0463
 CZ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0463'0.2 KM (0.10 MI) SOUTHERLY ALONG PICACHO BOULEVARD FROM THE POST
 CZ0463'OFFICE IN PICACHO, THENCE 5.3 KM (3.30 MI) SOUTHEASTERLY ALONG A
 CZ0463'PAVED FRONTAGE ROAD, 0.3 KM (0.20 MI) NORTHWEST OF A HIGHWAY
 CZ0463'INFORMATION SIGN, 11.6 M (38.1 FT) NORTHWEST OF TRIANGULATION STATION
 CZ0463'OCOTILLA, 11.5 M (37.7 FT) NORTHWEST OF A BRACED FENCE POST, 9.7 M
 CZ0463'(31.8 FT) SOUTHWEST OF THE ROAD CENTERLINE, 0.8 M (2.6 FT) BELOW THE
 CZ0463'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF THE FENCE, AND THE
 CZ0463'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 CZ0463
 CZ0463                          STATION RECOVERY (2007)
 CZ0463
 CZ0463'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2135 ***********************************************************************
 DU2135  DESIGNATION -  OCOTILLO GOODYEAR AUX FIELD TK
 DU2135  PID         -  DU2135
 DU2135  STATE/COUNTY-  AZ/MARICOPA
 DU2135  USGS QUAD   -  GILA BUTTE (1981)
 DU2135
 DU2135                         *CURRENT SURVEY CONTROL
 DU2135  ___________________________________________________________________
 DU2135* NAD 83(1992)-  33 14 29.77891(N)    111 51 47.51318(W)     ADJUSTED  
 DU2135* NAVD 88     -              **(meters)            **(feet)            
 DU2135  ___________________________________________________________________
 DU2135  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DU2135  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2135  HORZ ORDER  -  THIRD
 DU2135
 DU2135.The horizontal coordinates were established by classical geodetic methods
 DU2135.and adjusted by the National Geodetic Survey in August 1993.
 DU2135
 DU2135
 DU2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2135
 DU2135.The geoid height was determined by GEOID03.
 DU2135
 DU2135;                    North         East     Units Scale Factor Converg.
 DU2135;SPC AZ C     -   248,545.757   218,342.648   MT  0.99990031   +0 01 45.5
 DU2135;SPC AZ C     -   815,438.84    716,347.27   iFT  0.99990031   +0 01 45.5
 DU2135;UTM  12      - 3,678,403.924   419,582.898   MT  0.99967973   -0 28 23.5
 DU2135
 DU2135                          SUPERSEDED SURVEY CONTROL
 DU2135
 DU2135  NAD 83(1986)-  33 14 29.77260(N)    111 51 47.51706(W) AD(       ) 4
 DU2135  NAD 27      -  33 14 29.58700(N)    111 51 45.01400(W) AD(       ) 3
 DU2135
 DU2135.Superseded values are not recommended for survey control.
 DU2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2135.See file dsdata.txt to determine how the superseded data were derived.
 DU2135
 DU2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1958378404(NAD 83)
 DU2135_MARKER: 53 = ELEVATED TANK
 DU2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2135+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU2135
 DU2135  HISTORY     - Date     Condition        Report By
 DU2135  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2135  HISTORY     - 1962     GOOD             CGS
 DU2135  HISTORY     - 1979     GOOD             NGS
 DU2135  HISTORY     - 1983     GOOD             NGS
 DU2135  HISTORY     - 20060910 GOOD             GEOCAC
 DU2135  HISTORY     - 20070928 GOOD             GEOCAC
 DU2135
 DU2135                          STATION DESCRIPTION
 DU2135
 DU2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2135'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF
 DU2135'CHANDLER, 1 MILE WEST OF STATE HIGHWAYS 84 AND 93 AND IS AT
 DU2135'THE WEST EDGE OF OCOTILLO.
 DU2135'
 DU2135'STATION IS A TANK SUPPORTED BY 4 LEGS, IS PAINTED SILVER AND IS
 DU2135'APPROXIMATELY 110 FEET HIGH.
 DU2135'
 DU2135'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DU2135'
 DU2135'NOTE--THIS WATER TANK IS NOW OWNED BY BOGLE FARMS.
 DU2135
 DU2135                          STATION RECOVERY (1979)
 DU2135
 DU2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2135'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 DU2135'DESCRIBED BY C. A. ANNIS IN 1962.  A NEW TALLER TANK HAS BEEN BUILT
 DU2135'ABOUT 1,100 FEET EAST-NORTHEAST OF THIS STATION.
 DU2135'
 DU2135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OCOTILLO.
 DU2135
 DU2135                          STATION RECOVERY (1983)
 DU2135
 DU2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 DU2135'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2135'
 DU2135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSW OF
 DU2135'CHANDLER.
 DU2135
 DU2135                          STATION RECOVERY (2006)
 DU2135
 DU2135'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2135'RECOVERED IN GOOD CONDITION.
 DU2135
 DU2135                          STATION RECOVERY (2007)
 DU2135
 DU2135'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2135'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU2135'THE DESCRIPTION   THE TANKS IS LOCATED INSIDE THE CHANDLER SNEDIGAR
 DU2135'SPORTS COMPLEX, THE LEGS AND BOTTOM OF THE TANK ARE PAINTED SILVER AND
 DU2135'THE MIDDLE AND TOP OF THE TANK IS FADED RED, THERE IS A BALL AND POST
 DU2135'SUPPORT AT THE APEX OF THE CONICAL TOP, AND THE SOUTHEAST LEG HAS A
 DU2135'PLATE WITH THE INSCRIPTION
 DU2135' - 1920 --
 DU2135'CHICAGO BRIDGE AND IRON WORKS
 DU2135'  BUILDERS
 DU2135'CHICAGO, ILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0794 ***********************************************************************
 DT0794  DESIGNATION -  ODART LOOKOUT TOWER
 DT0794  PID         -  DT0794
 DT0794  STATE/COUNTY-  AZ/APACHE
 DT0794  USGS QUAD   -  ODART MTN (1978)
 DT0794
 DT0794                         *CURRENT SURVEY CONTROL
 DT0794  ___________________________________________________________________
 DT0794* NAD 83(1992)-  33 43 42.36400(N)    109 38 55.69270(W)     ADJUSTED  
 DT0794* NAVD 88     -              **(meters)            **(feet)            
 DT0794  ___________________________________________________________________
 DT0794  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 DT0794  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DT0794  HORZ ORDER  -  THIRD
 DT0794
 DT0794.The horizontal coordinates were established by classical geodetic methods
 DT0794.and adjusted by the National Geodetic Survey in August 1993.
 DT0794
 DT0794
 DT0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0794
 DT0794.The geoid height was determined by GEOID03.
 DT0794
 DT0794;                    North         East     Units Scale Factor Converg.
 DT0794;SPC AZ E     -   302,655.252   261,349.836   MT  0.99992838   +0 17 15.2
 DT0794;SPC AZ E     -   992,963.43    857,446.97   iFT  0.99992838   +0 17 15.2
 DT0794;UTM  12      - 3,732,865.672   625,180.225   MT  0.99979318   +0 45 01.3
 DT0794
 DT0794                          SUPERSEDED SURVEY CONTROL
 DT0794
 DT0794  NAD 83(1986)-  33 43 42.35843(N)    109 38 55.69850(W) AD(       ) 4
 DT0794  NAD 27      -  33 43 42.18100(N)    109 38 53.37100(W) AD(       ) 3
 DT0794
 DT0794.Superseded values are not recommended for survey control.
 DT0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0794.See file dsdata.txt to determine how the superseded data were derived.
 DT0794
 DT0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2518032866(NAD 83)
 DT0794_MARKER: 57 = LOOKOUT TOWER
 DT0794
 DT0794  HISTORY     - Date     Condition        Report By
 DT0794  HISTORY     - 1958     FIRST OBSERVED   CGS
 DT0794
 DT0794                          STATION DESCRIPTION
 DT0794
 DT0794'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0493 ***********************************************************************
 CY0493  DESIGNATION -  OHIO 2
 CY0493  PID         -  CY0493
 CY0493  STATE/COUNTY-  AZ/COCHISE
 CY0493  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0493
 CY0493                         *CURRENT SURVEY CONTROL
 CY0493  ___________________________________________________________________
 CY0493* NAD 83(1992)-  32 19 07.53956(N)    109 47 01.58912(W)     NO CHECK  
 CY0493* NAVD 88     -      1312.462  (meters)    4305.97   (feet)  ADJUSTED  
 CY0493  ___________________________________________________________________
 CY0493  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CY0493  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CY0493  DYNAMIC HT  -        1310.506 (meters)    4299.55  (feet)  COMP
 CY0493  MODELED GRAV-     979,103.4   (mgal)                       NAVD 88
 CY0493
 CY0493  HORZ ORDER  -  THIRD
 CY0493  VERT ORDER  -  FIRST     CLASS II
 CY0493
 CY0493.The horizontal coordinates were established by classical geodetic methods
 CY0493.and adjusted by the National Geodetic Survey in August 1993.
 CY0493.No horizontal observational check was made to the station.
 CY0493
 CY0493.The orthometric height was determined by differential leveling
 CY0493.and adjusted in June 1991.
 CY0493
 CY0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0493
 CY0493.The geoid height was determined by GEOID03.
 CY0493
 CY0493.The dynamic height is computed by dividing the NAVD 88
 CY0493.geopotential number by the normal gravity value computed on the
 CY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0493.degrees latitude (g = 980.6199 gals.).
 CY0493
 CY0493.The modeled gravity was interpolated from observed gravity values.
 CY0493
 CY0493;                    North         East     Units Scale Factor Converg.
 CY0493;SPC AZ E     -   146,275.170   249,411.438   MT  0.99991602   +0 12 16.9
 CY0493;SPC AZ E     -   479,905.41    818,279.00   iFT  0.99991602   +0 12 16.9
 CY0493;UTM  12      - 3,576,418.510   614,483.468   MT  0.99976162   +0 39 01.1
 CY0493
 CY0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0493!SPC AZ E     -   0.99979819  x   0.99991602  =   0.99971422
 CY0493!UTM  12      -   0.99979819  x   0.99976162  =   0.99955986
 CY0493
 CY0493|---------------------------------------------------------------------|
 CY0493| PID    Reference Object                     Distance      Geod. Az  |
 CY0493|                                                           dddmmss.s |
 CY0493| CY0492 OHIO                                 29.869 METERS 13811     |
 CY0493| CY1204 SPIKE E                             APPROX. 3.6 KM 2462404.5 |
 CY0493| CY0494 OHIO 2 RM 3                           7.054 METERS 25537     |
 CY0493|---------------------------------------------------------------------|
 CY0493
 CY0493                          SUPERSEDED SURVEY CONTROL
 CY0493
 CY0493  NAD 83(1986)-  32 19 07.53425(N)    109 47 01.58566(W) AD(       ) 3
 CY0493  NAD 27      -  32 19 07.27244(N)    109 46 59.33850(W) AD(       ) 3
 CY0493  NGVD 29 (07/19/86) 1311.63   (m)         4303.2    (f) LEVELING    3  
 CY0493
 CY0493.Superseded values are not recommended for survey control.
 CY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0493.See file dsdata.txt to determine how the superseded data were derived.
 CY0493
 CY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1448376419(NAD 83)
 CY0493_MARKER: DS = TRIANGULATION STATION DISK
 CY0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0493_STAMPING: OHIO 2 1974
 CY0493_PROJECTION: PROJECTING 2 CENTIMETERS
 CY0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0493+STABILITY: SURFACE MOTION
 CY0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0493+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 CY0493
 CY0493  HISTORY     - Date     Condition        Report By
 CY0493  HISTORY     - 1974     MONUMENTED       NGS
 CY0493  HISTORY     - 1974     GOOD             NGS
 CY0493  HISTORY     - 1979     GOOD             NGS
 CY0493  HISTORY     - 20051112 GOOD             NGS
 CY0493
 CY0493                          STATION DESCRIPTION
 CY0493
 CY0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CY0493'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF WILLCOX, ALONG
 CY0493'THE RIGHT OF WAY FOR INTERSTATE HIGHWAY 10.
 CY0493'
 CY0493'THE STATION MARK IS A STANDARD DISK STAMPED, OHIO 2 1974.  IT IS SET
 CY0493'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2-1/2 INCHES.
 CY0493'THE MARK IS 10 FEET SOUTH OF THE WITNESS POST, 10 FEET SOUTH OF THE
 CY0493'RIGHT OF WAY FENCE LINE AND 15 FEET WEST OF AN UNDERGROUND
 CY0493'PIPELINE.
 CY0493'
 CY0493'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, OHIO 2 NO 3 1974.  IT IS
 CY0493'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 CY0493'IT IS 22 FEET NORTH OF THE WITNESS POST AND 1-1/2 FEET NORTH OF THE
 CY0493'FENCE LINE.
 CY0493'
 CY0493'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY0493'ALONG HASKELL STREET FOR 4.2 MILES TO INTERSTATE HIGHWAY 10.  CROSS
 CY0493'OVER THE OVERPASS AND TAKE THE NORTH FRONTAGE ROAD EAST FOR 0.7
 CY0493'MILE TO THE STATION ON THE LEFT.
 CY0493'
 CY0493'NOTE--NO SUITABLE PLACE AT THIS TIME TO SET RM 4.
 CY0493'
 CY0493'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY0493
 CY0493                          STATION RECOVERY (1974)
 CY0493
 CY0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CY0493'5.5 MI NE FROM WILLCOX.
 CY0493'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0493'TO INTERSTATE HIGHWAY 10, CROSS OVER THE OVERPASS AND TAKE THE NORTH
 CY0493'FRONTAGE ROAD EAST FOR ABOUT 0.7 MILE TO AN UNDERGROUND PIPE LINE
 CY0493'CROSSING AND THE STATION.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 CY0493'WHICH PROJECTS 2 1/2 INCHES, 10 FEET SOUTH OF THE WITNESS POST, 10
 CY0493'FEET SOUTH OF THE RIGHT OF WAY FENCE LINE AND 15 FEET WEST OF AN
 CY0493'UNDERGROUND PIPE LINE CROSSING.
 CY0493
 CY0493                          STATION RECOVERY (1979)
 CY0493
 CY0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0493'7.0 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0493'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, THENCE 1.6 KILOMETERS
 CY0493'(1.0 MILE) NORTHEAST ALONG THE SOUTHEAST INTERSTATE HIGHWAY 10
 CY0493'FRONTAGE ROAD (I-10 EASTBOUND ENTRANCE ROAD), THENCE 0.5 KILOMETER
 CY0493'(0.3 MILE) NORTHEAST ALONG THE EASTBOUND ENTRANCE RAMP, ALSO 8.1
 CY0493'KILOMETERS (5.05 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0493'THE REX ALLEN OVERPASS IN WILLCOX, AT THE SECOND POWER POLE NORTHEAST
 CY0493'OF A TRANSFORMER POLE ON THE NORTHWEST FRONTAGE ROAD RIGHT-OF-WAY,
 CY0493'42.7 METERS (140 FEET) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CY0493'TRAFFIC LANES, 12.1 METERS (39.7 FEET) NORTHWEST OF THE CENTERLINE OF
 CY0493'THE NORTHWEST FRONTAGE ROAD, 30.4 METERS (99 FEET) SOUTHWEST OF THE
 CY0493'SECOND POLE NORTHEAST OF THE TRANSFORMER POLE, 19.5 METERS (64 FEET)
 CY0493'NORTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE AND 4.5 METERS (14.8 FEET)
 CY0493'SOUTH OF THE CENTER OF A PIPELINE CROSSING.
 CY0493'THE MARK IS 1.7 METERS  SE FROM A WITNESS POST.
 CY0493'THE MARK IS 1 M BELOW HIGHWAY CENTERLINE.
 CY0493
 CY0493                          STATION RECOVERY (2005)
 CY0493
 CY0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0493'POWER POLE MENTIONED IS NO. B11 10 4257 121088 AND PROXIMATE TO
 CY0493'DOUBLE STANDED, WHITE GAS LINE SHUT OFF.  TO ACCESS FROM EXIT 344 OF
 CY0493'I-10 AND US 191 AT BL 10 (OLD AZ 86), GO NE ON STEWART ROAD OVER
 CY0493'BRIDGE THEN N FOR 0.6 MI.  THENCE E AND NE ON OLD STEWART ROAD
 CY0493'(BECOMES FRONTAGE ROAD) FOR 1.25 MI TO MARK ON LEFT AT JUNCTION OF
 CY0493'DRIVEWAY TO GAS PLANT.  THIS IS 0.75 MI SW OF PINTO WAY.
 CY0493'MARK IS 0.8 M SW OF WITNESS POST.  MARK ON TOPO MAP IS PLOTTED ON
 CY0493'WRONG SIDE OF FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0494 ***********************************************************************
 CY0494  DESIGNATION -  OHIO 2 RM 3
 CY0494  PID         -  CY0494
 CY0494  STATE/COUNTY-  AZ/COCHISE
 CY0494  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0494
 CY0494                         *CURRENT SURVEY CONTROL
 CY0494  ___________________________________________________________________
 CY0494* NAD 83(1986)-  32 19 07.     (N)    109 47 01.     (W)     SCALED    
 CY0494* NAVD 88     -      1312.448  (meters)    4305.92   (feet)  ADJUSTED  
 CY0494  ___________________________________________________________________
 CY0494  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CY0494  DYNAMIC HT  -        1310.493 (meters)    4299.51  (feet)  COMP
 CY0494  MODELED GRAV-     979,103.4   (mgal)                       NAVD 88
 CY0494
 CY0494  VERT ORDER  -  FIRST     CLASS II
 CY0494
 CY0494.The horizontal coordinates were scaled from a topographic map and have
 CY0494.an estimated accuracy of +/- 6 seconds.
 CY0494
 CY0494.The orthometric height was determined by differential leveling
 CY0494.and adjusted in June 1991.
 CY0494
 CY0494.The geoid height was determined by GEOID03.
 CY0494
 CY0494.The dynamic height is computed by dividing the NAVD 88
 CY0494.geopotential number by the normal gravity value computed on the
 CY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0494.degrees latitude (g = 980.6199 gals.).
 CY0494
 CY0494.The modeled gravity was interpolated from observed gravity values.
 CY0494
 CY0494;                    North         East    Units  Estimated Accuracy
 CY0494;SPC AZ E     -   146,260.      249,430.      MT  (+/- 180 meters Scaled)
 CY0494
 CY0494                          SUPERSEDED SURVEY CONTROL
 CY0494
 CY0494.No superseded survey control is available for this station.
 CY0494
 CY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA144764(NAD 83)
 CY0494_MARKER: DR = REFERENCE MARK DISK
 CY0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0494_STAMPING: OHIO 2 NO 3 1974
 CY0494_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0494+STABILITY: SURFACE MOTION
 CY0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0494+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 CY0494
 CY0494  HISTORY     - Date     Condition        Report By
 CY0494  HISTORY     - 1974     MONUMENTED       NGS
 CY0494  HISTORY     - 1979     GOOD             NGS
 CY0494  HISTORY     - 20051112 GOOD             NGS
 CY0494
 CY0494                          STATION DESCRIPTION
 CY0494
 CY0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CY0494'5.5 MI NE FROM WILLCOX.
 CY0494'4.2 MILES NORTH ALONG HASKELL STREET FROM THE TRAFFIC LIGHT IN WILLCOX
 CY0494'TO INTERSTATE HIGHWAY 10, CROSS OVER THE OVERPASS AND TAKE THE NORTH
 CY0494'FRONTAGE ROAD EAST FOR ABOUT 0.7 MILE TO AN UNDERGROUND PIPE LINE
 CY0494'CROSSING AND THE MARK.  22 FEET NORTH OF THE WITNESS POST AND 1 1/2
 CY0494'FEET NORTH OF A PLANNED FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH
 CY0494'PROJECTS 5 INCHES.
 CY0494
 CY0494                          STATION RECOVERY (1979)
 CY0494
 CY0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0494'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG BUSINESS ROUTE 10 FROM
 CY0494'ITS INTERSECTION WITH MALEY STREET IN WILLCOX, THENCE 1.6 KILOMETERS
 CY0494'(1 MILE) NORTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD OF INTERSTATE
 CY0494'10, THENCE 0.5 KILOMETER (0.3 MILE) NORTHEAST ALONG THE EASTBOUND
 CY0494'ENTRANCE RAMP, ALSO 8.1 KILOMETERS (5.05 MILES) NORTHEAST ALONG
 CY0494'INTERSTATE HIGHWAY 10 FROM THE REX ALLEN OVERPASS IN WILLCOX, AT THE
 CY0494'SECOND POWER POLE NORTHEAST OF A TRANSFORMER POLE ON THE NORTHWEST
 CY0494'FRONTAGE ROAD RIGHT-OF-WAY, 46.1 METERS (151 FEET) NORTHWEST OF THE
 CY0494'CENTERLINE OF THE WESTBOUND TRAFFIC LANES, 15.6 METERS (51 FEET)
 CY0494'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 39.9 METERS (131
 CY0494'FEET) SOUTHWEST OF THE POWER POLE, 22.9 METERS (75 FEET) NORTHWEST
 CY0494'OF THE RIGHT-OF-WAY FENCE, 7.7 METERS (23.2 FEET) WEST OF THE
 CY0494'STATION MARK AND 6.4 METERS (21 FEET) SOUTH OF THE CENTER OF A PIPE-
 CY0494'LINE CROSSING.
 CY0494'THE MARK IS 1 M BELOW HIGHWAY CENTERLINE.
 CY0494
 CY0494                          STATION RECOVERY (2005)
 CY0494
 CY0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0494'THIS MARK WAS ORIGINALLY OHIO RM 2 (PID=CY0494), BUT WAS RESTAMPED IN
 CY0494'PLACE TO BE OHIO 2 RM 3.  POWER POLE MENTIONED IS NO. B11 10 4257
 CY0494'121088.  TO ACCESS FROM EXIT 344 OF I-10 AND US 191 AT BL 10 (OLD AZ
 CY0494'86), GO NE ON STEWART ROAD OVER BRIDGE THEN N FOR 0.6 MI.  THENCE E
 CY0494'AND NE ON OLD STEWART ROAD (BECOMES FRONTAGE ROAD) FOR 1.25 MI TO MARK
 CY0494'ON LEFT AT JUNCTION OF DRIVEWAY TO GAS PLANT.  THIS IS 0.75 MI SW OF
 CY0494'PINTO WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1043 ***********************************************************************
 ES1043  DESIGNATION -  OIL
 ES1043  PID         -  ES1043
 ES1043  STATE/COUNTY-  AZ/NAVAJO
 ES1043  USGS QUAD   -  PORTER CANYON (1986)
 ES1043
 ES1043                         *CURRENT SURVEY CONTROL
 ES1043  ___________________________________________________________________
 ES1043* NAD 83(1992)-  34 51 59.16616(N)    110 13 50.96337(W)     ADJUSTED  
 ES1043* NAVD 88     -      1604.     (meters)    5262.     (feet)  SCALED    
 ES1043  ___________________________________________________________________
 ES1043  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 ES1043  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES1043  HORZ ORDER  -  SECOND
 ES1043
 ES1043.The horizontal coordinates were established by classical geodetic methods
 ES1043.and adjusted by the National Geodetic Survey in August 1993.
 ES1043
 ES1043.The orthometric height was scaled from a topographic map.
 ES1043
 ES1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1043
 ES1043.The geoid height was determined by GEOID03.
 ES1043
 ES1043;                    North         East     Units Scale Factor Converg.
 ES1043;SPC AZ E     -   428,759.966   207,494.357   MT  0.99990042   -0 02 12.0
 ES1043;SPC AZ E     - 1,406,692.80    680,755.76   iFT  0.99990042   -0 02 12.0
 ES1043;UTM  12      - 3,858,501.160   570,303.258   MT  0.99966092   +0 26 23.0
 ES1043
 ES1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1043!SPC AZ E     -   0.99975213  x   0.99990042  =   0.99965257
 ES1043!UTM  12      -   0.99975213  x   0.99966092  =   0.99941313
 ES1043
 ES1043:                Primary Azimuth Mark                     Grid Az
 ES1043:SPC AZ E     -  HOLBROOK RADIO STA KDJI MAST             039 40 29.8
 ES1043:UTM  12      -  HOLBROOK RADIO STA KDJI MAST             039 11 54.8
 ES1043
 ES1043|---------------------------------------------------------------------|
 ES1043| PID    Reference Object                     Distance      Geod. Az  |
 ES1043|                                                           dddmmss.s |
 ES1043| ES1048 HOLBROOK RADIO STA KDJI MAST        APPROX. 5.7 KM 0393817.8 |
 ES1043| ES1046 HOLBROOK CO COURTHOUSE DOME         APPROX. 7.8 KM 0583824.6 |
 ES1043| CD2417 OIL RM 1                             12.899 METERS 08457     |
 ES1043| ES1045 HOLBROOK                            APPROX. 6.3 KM 1085734.5 |
 ES1043| ES1044 HOLBROOK ATT RELAY TOWER            APPROX. 4.8 KM 1252248.8 |
 ES1043| CD2418 OIL RM 2                             13.520 METERS 32016     |
 ES1043|---------------------------------------------------------------------|
 ES1043
 ES1043                          SUPERSEDED SURVEY CONTROL
 ES1043
 ES1043  NAD 83(1986)-  34 51 59.15936(N)    110 13 50.96645(W) AD(       ) 2
 ES1043  NAD 27      -  34 51 59.06170(N)    110 13 48.52250(W) AD(       ) 2
 ES1043
 ES1043.Superseded values are not recommended for survey control.
 ES1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1043.See file dsdata.txt to determine how the superseded data were derived.
 ES1043
 ES1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7030358501(NAD 83)
 ES1043_MARKER: DS = TRIANGULATION STATION DISK
 ES1043_SETTING: 66 = SET IN ROCK OUTCROP
 ES1043
 ES1043  HISTORY     - Date     Condition        Report By
 ES1043  HISTORY     - 1959     MONUMENTED       CGS
 ES1043  HISTORY     - 1973     GOOD             USE
 ES1043
 ES1043                          STATION DESCRIPTION
 ES1043
 ES1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1043'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF JOSEPH CITY
 ES1043'AND 4.5 MILES SOUTHWEST OF HOLBROOK ON A LOW GENTLE BRUSH-COVERED
 ES1043'RISE.
 ES1043'
 ES1043'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO SOUTH
 ES1043'ON U.S. HIGHWAY 260 AND ARIZONA STATE HIGHWAY 77 FOR 0.65 MILE
 ES1043'TO ROMERO STREET ON THE RIGHT.  TURN RIGHT ON ROMERO STREET
 ES1043'AND GO WESTERLY FOR 4.8 MILES TO A CATTLE GUARD, CROSS THE
 ES1043'CATTLE GUARD AND TURN LEFT ON A TRACK ROAD, GO SOUTH 0.6 MILE
 ES1043'TO A WIRE GATE.  GO THROUGH THE GATE AND CONTINUE SOUTHERLY
 ES1043'FOR 1.5 MILES TO A DIM CROSSROAD, TURN SHARP RIGHT AND FOLLOW
 ES1043'THE TRACK ROAD NORTHWESTERLY FOR 0.3 MILE TO AN ABANDONED
 ES1043'OIL WELL, AND GO CROSSCOUNTRY NORTH 20 DEGREES EAST MAGNETIC
 ES1043'FOR 0.1 MILE TO THE STATION.
 ES1043'
 ES1043'THE STATION MARK IS A STANDARD DISK STAMPED OIL 1959, SET IN
 ES1043'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH.  IT IS
 ES1043'ABOUT 300 FEET EAST OF A DUG RESERVOIR AND IS 4.9 FEET SOUTH
 ES1043'OF A WITNESS POST.
 ES1043'
 ES1043'R.M. 1 IS A STANDARD DISK STAMPED OIL NO 1 1959, SET IN A
 ES1043'DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 41.8 FEET
 ES1043'NORTHEAST OF THE WITNESS POST.
 ES1043'
 ES1043'R.M. 2 IS A STANDARD DISK STAMPED OIL NO 2 1959, SET IN A
 ES1043'DRILL HOLE IN BEDROCK THAT IS FLUSH AND IS 41.5 FEET NORTHWEST
 ES1043'OF THE WITNESS POST.
 ES1043'
 ES1043'TRIANGULATION STATION HOLBROOK 1936 CAN BE USED AS AN AZIMUTH
 ES1043'MARK.
 ES1043
 ES1043                          STATION RECOVERY (1973)
 ES1043
 ES1043'RECOVERY NOTE BY US ENGINEERS 1973 (EMB)
 ES1043'OIL, 1959-GOOD
 ES1043'
 ES1043'OIL NO. 1, 1959-GOOD
 ES1043'
 ES1043'OIL NO 2, 1959-GOOD
 ES1043'
 ES1043'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0508 ***********************************************************************
 ER0508  DESIGNATION -  OJO
 ER0508  PID         -  ER0508
 ER0508  STATE/COUNTY-  AZ/APACHE
 ER0508  USGS QUAD   -  VERNON (1971)
 ER0508
 ER0508                         *CURRENT SURVEY CONTROL
 ER0508  ___________________________________________________________________
 ER0508* NAD 83(1992)-  34 16 20.79287(N)    109 41 32.70429(W)     ADJUSTED  
 ER0508* NAVD 88     -      2098.7    (meters)    6885.     (feet)  VERTCON   
 ER0508  ___________________________________________________________________
 ER0508  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 ER0508  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ER0508  HORZ ORDER  -  SECOND
 ER0508
 ER0508.The horizontal coordinates were established by classical geodetic methods
 ER0508.and adjusted by the National Geodetic Survey in August 1993.
 ER0508
 ER0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0508
 ER0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0508
 ER0508.The geoid height was determined by GEOID03.
 ER0508
 ER0508;                    North         East     Units Scale Factor Converg.
 ER0508;SPC AZ E     -   362,973.242   257,028.821   MT  0.99992350   +0 16 01.4
 ER0508;SPC AZ E     - 1,190,857.09    843,270.41   iFT  0.99992350   +0 16 01.4
 ER0508;UTM  12      - 3,793,138.072   620,369.361   MT  0.99977860   +0 44 11.1
 ER0508
 ER0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0508!SPC AZ E     -   0.99967427  x   0.99992350  =   0.99959779
 ER0508!UTM  12      -   0.99967427  x   0.99977860  =   0.99945294
 ER0508
 ER0508:                Primary Azimuth Mark                     Grid Az
 ER0508:SPC AZ E     -  BURNT                                    087 01 17.6
 ER0508:UTM  12      -  BURNT                                    086 33 07.9
 ER0508
 ER0508|---------------------------------------------------------------------|
 ER0508| PID    Reference Object                     Distance      Geod. Az  |
 ER0508|                                                           dddmmss.s |
 ER0508| ER0507 BURNT                               APPROX. 4.3 KM 0871719.0 |
 ER0508| CD2423 OJO RM 1                             10.188 METERS 08800     |
 ER0508| CD2424 OJO RM 2                             10.297 METERS 26849     |
 ER0508|---------------------------------------------------------------------|
 ER0508
 ER0508                          SUPERSEDED SURVEY CONTROL
 ER0508
 ER0508  NAD 83(1986)-  34 16 20.79051(N)    109 41 32.71166(W) AD(       ) 2
 ER0508  NAD 27      -  34 16 20.63730(N)    109 41 30.35151(W) AD(       ) 2
 ER0508  NGVD 29 (07/19/86) 2097.8    (m)         6883.     (f) VERT ANG    3  
 ER0508
 ER0508.Superseded values are not recommended for survey control.
 ER0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0508.See file dsdata.txt to determine how the superseded data were derived.
 ER0508
 ER0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2036993138(NAD 83)
 ER0508_MARKER: DD = SURVEY DISK
 ER0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0508+STABILITY: SURFACE MOTION
 ER0508
 ER0508  HISTORY     - Date     Condition        Report By
 ER0508  HISTORY     - 1979     MONUMENTED       AZDT
 ER0508  HISTORY     - 20050729 GOOD             USPSQD
 ER0508
 ER0508                          STATION DESCRIPTION
 ER0508
 ER0508'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0508'THE STATION IS LOCATED ABOUT 25 MILES WEST-NORTHWEST OF SPRINGERVILLE,
 ER0508'200 FEET EAST OF ROAD LEADING TO VERNON ALONG THE SOUTH SIDE OF U.S.
 ER0508'HIGHWAY 60.
 ER0508'
 ER0508'THE STATION MARK IS AN ADOT DISK STAMPED---OJO 1979---IT IS SET IN TOP
 ER0508'OF A 10 INCH CONCRETE MONUMENT, 70 FEET NORTH OF U.S. HWY. 60.
 ER0508'
 ER0508'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---OJO RM 1 1979---IT IS SET
 ER0508'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0508'
 ER0508'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---OJO RM 2 1979---IT IS SET
 ER0508'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0508'
 ER0508'TO REACH THE STATION FROM ROUTES 60, 77 AND 260 IN SHOW LOW, TRAVEL
 ER0508'EAST ALONG U.S. 60 FOR 19.05 MILES TO MILE POST 361.30 AND STATION ON
 ER0508'THE LEFT.
 ER0508
 ER0508                          STATION RECOVERY (2005)
 ER0508
 ER0508'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0508'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1293 ***********************************************************************
 DA1293  DESIGNATION -  OKIE
 DA1293  PID         -  DA1293
 DA1293  STATE/COUNTY-  AZ/MARICOPA
 DA1293  USGS QUAD   -  OKIE WELL (1990)
 DA1293
 DA1293                         *CURRENT SURVEY CONTROL
 DA1293  ___________________________________________________________________
 DA1293* NAD 83(1992)-  32 34 46.76552(N)    113 09 10.28164(W)     ADJUSTED  
 DA1293* NAVD 88     -       392.5    (meters)    1288.     (feet)  VERTCON   
 DA1293  ___________________________________________________________________
 DA1293  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DA1293  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DA1293  HORZ ORDER  -  THIRD
 DA1293
 DA1293.The horizontal coordinates were established by classical geodetic methods
 DA1293.and adjusted by the National Geodetic Survey in August 1993.
 DA1293
 DA1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1293
 DA1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1293
 DA1293.The geoid height was determined by GEOID03.
 DA1293
 DA1293;                    North         East     Units Scale Factor Converg.
 DA1293;SPC AZ C     -   175,814.133    97,297.241   MT  1.00006606   -0 39 56.6
 DA1293;SPC AZ C     -   576,818.02    319,216.67   iFT  1.00006606   -0 39 56.6
 DA1293;UTM  12      - 3,606,734.154   297,920.826   MT  1.00010357   -1 09 34.7
 DA1293
 DA1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1293!SPC AZ C     -   0.99994339  x   1.00006606  =   1.00000945
 DA1293!UTM  12      -   0.99994339  x   1.00010357  =   1.00004696
 DA1293
 DA1293:                Primary Azimuth Mark                     Grid Az
 DA1293:SPC AZ C     -  PAISANO                                  185 12 46.0
 DA1293:UTM  12      -  PAISANO                                  185 42 24.1
 DA1293
 DA1293|---------------------------------------------------------------------|
 DA1293| PID    Reference Object                     Distance      Geod. Az  |
 DA1293|                                                           dddmmss.s |
 DA1293| DA1296 PAISANO                             APPROX. 7.0 KM 1843249.4 |
 DA1293|---------------------------------------------------------------------|
 DA1293
 DA1293                          SUPERSEDED SURVEY CONTROL
 DA1293
 DA1293  NAD 83(1986)-  32 34 46.74650(N)    113 09 10.28646(W) AD(       ) 3
 DA1293  NGVD 29 (06/20/88)  391.9    (m)         1286.     (f) VERT ANG    3  
 DA1293
 DA1293.Superseded values are not recommended for survey control.
 DA1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1293.See file dsdata.txt to determine how the superseded data were derived.
 DA1293
 DA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9792106734(NAD 83)
 DA1293_MARKER: DS = TRIANGULATION STATION DISK
 DA1293_SETTING: 80 = SET IN A BOULDER
 DA1293_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1293+STABILITY: SURFACE MOTION
 DA1293
 DA1293  HISTORY     - Date     Condition        Report By
 DA1293  HISTORY     - 1962     MONUMENTED       AMS
 DA1293
 DA1293                          STATION DESCRIPTION
 DA1293
 DA1293'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1293'FIELD WORK DONE BY AMS.
 DA1293'
 DA1293'LOCATED ABOUT 36 MI SW. OF GILA BEND, 22 MI NW. OF AJO.  ON CENTER
 DA1293'ONE AND HIGHEST TOP OF CLUSTER OF SMALL BUTTES IN CHILDS VALLEY.
 DA1293'
 DA1293'REACHED BY HELICOPTER.
 DA1293'
 DA1293'STATION MARK--USE DISK STAMPED---OKIE ARMY MAP SERVICE 1962---,
 DA1293'CEMENTED IN DRILL HOLE IN ROCK ABOUT 2 FT SQUARE PROJECTING ABOUT
 DA1293'0.8 FT.
 DA1293'
 DA1293'RM 1--USE RM DISK STAMPED---OKIE RM NO 1 ARMY MAP SERVICE 1962---,
 DA1293'CEMENTED IN DRILL HOLE IN ROCK.
 DA1293'
 DA1293'RM 2--USE RM DISK STAMPED---OKIE RM NO 2 ARMY MAP SERVICE 1962---,
 DA1293'CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0618 ***********************************************************************
 FQ0618  DESIGNATION -  OLD CAVES
 FQ0618  PID         -  FQ0618
 FQ0618  STATE/COUNTY-  AZ/COCONINO
 FQ0618  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0618
 FQ0618                         *CURRENT SURVEY CONTROL
 FQ0618  ___________________________________________________________________
 FQ0618* NAD 83(1992)-  35 16 41.24347(N)    111 31 44.77119(W)     ADJUSTED  
 FQ0618* NAVD 88     -      2167.6    (meters)    7112.     (feet)  VERTCON   
 FQ0618  ___________________________________________________________________
 FQ0618  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 FQ0618  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FQ0618  HORZ ORDER  -  SECOND
 FQ0618
 FQ0618.The horizontal coordinates were established by classical geodetic methods
 FQ0618.and adjusted by the National Geodetic Survey in August 1993.
 FQ0618
 FQ0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0618
 FQ0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0618
 FQ0618.The geoid height was determined by GEOID03.
 FQ0618
 FQ0618;                    North         East     Units Scale Factor Converg.
 FQ0618;SPC AZ C     -   474,495.854   248,616.403   MT  0.99991531   +0 13 25.8
 FQ0618;SPC AZ C     - 1,556,744.93    815,670.61   iFT  0.99991531   +0 13 25.8
 FQ0618;UTM  12      - 3,904,014.895   451,882.172   MT  0.99962853   -0 18 20.1
 FQ0618
 FQ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0618!SPC AZ C     -   0.99966353  x   0.99991531  =   0.99957886
 FQ0618!UTM  12      -   0.99966353  x   0.99962853  =   0.99929218
 FQ0618
 FQ0618|---------------------------------------------------------------------|
 FQ0618| PID    Reference Object                     Distance      Geod. Az  |
 FQ0618|                                                           dddmmss.s |
 FQ0618| CH3821 OLD CAVES RM 1                        7.120 METERS 06155     |
 FQ0618| CH3822 OLD CAVES RM 2                        4.097 METERS 21300     |
 FQ0618| FQ0636 SHEEPHILL                           APPROX. 5.7 KM 2144137.1 |
 FQ0618|---------------------------------------------------------------------|
 FQ0618
 FQ0618                          SUPERSEDED SURVEY CONTROL
 FQ0618
 FQ0618  NAD 83(1986)-  35 16 41.23928(N)    111 31 44.77021(W) AD(       ) 2
 FQ0618  NAD 27      -  35 16 41.20553(N)    111 31 42.19366(W) AD(       ) 2
 FQ0618  NGVD 29 (07/19/86) 2166.6    (m)         7108.     (f) VERT ANG    3  
 FQ0618
 FQ0618.Superseded values are not recommended for survey control.
 FQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0618.See file dsdata.txt to determine how the superseded data were derived.
 FQ0618
 FQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5188204015(NAD 83)
 FQ0618_MARKER: DD = SURVEY DISK
 FQ0618_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0618_SP_SET: PARTIALLY EXPOSED BEDROCK
 FQ0618
 FQ0618  HISTORY     - Date     Condition        Report By
 FQ0618  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0618
 FQ0618                          STATION DESCRIPTION
 FQ0618
 FQ0618'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0618'THE STATION IS LOCATED 9-1/2 MILES NORTHEAST OF FLAGSTAFF.  IT IS
 FQ0618'ON THE SOUTHWEST HIGH POINT OF OLD CAVES CRATER 0.8 MILE EAST OF
 FQ0618'U.S. 89, ON PROPERTY BELONGING TO THE U.S. FORREST SERVICE.
 FQ0618'
 FQ0618'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, OLD CAVES
 FQ0618'1321 1974.  IT IS SET IN BEDROCK ABOUT FLUSH WITH THE GROUND
 FQ0618'SURFACE, 18 FEET EAST OF A 4 X 4 X 4 FOOT VERTICAL CAVE, 20 FEET
 FQ0618'SOUTH OF A LARGE CAVE FACING EAST.
 FQ0618'
 FQ0618'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, OLD CAVE RM
 FQ0618'1 1321 1974.  IT IS SET IN BEDROCK ON TOP OF THE ENTRANCE TO
 FQ0618'CAVE FACING EAST.
 FQ0618'
 FQ0618'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED OLD CAVES
 FQ0618'RM 2 1321 1974.  IT IS SET IN BEDROCK AT THE EAST EDGE OF A BLUFF,
 FQ0618'6 FEET NORTH-NORTHWEST OF THE TOP OF THE CAVE.
 FQ0618'
 FQ0618'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET AND
 FQ0618'U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO EAST AND NORTH ALONG
 FQ0618'U.S. 89 FOR 6.25 MILES TO KOCH ROAD.  TURN RIGHT AND GO EAST ON
 FQ0618'KOCH ROAD FOR 0.55 MILE TO A TRACK ROAD LEFT.  TURN LEFT FOR 0.35
 FQ0618'MILE TO A FORK.  TURN LEFT FOR 0.15 MILE TO A FORK, TAKE RIGHT
 FQ0618'FORK AND TURN SHARP LEFT ON A TRACK WHICH LEADS THROUGH VERY LOOSE
 FQ0618'CINDERS AT END OF TRUCK TRAVEL.  PACK TO TOP OF FIRST HIGH
 FQ0618'POINT AND STATION.  A 15 MINUTE PACK.
 FQ0618'
 FQ0618'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1948 ***********************************************************************
 DV1948  DESIGNATION -  OLD TIMER
 DV1948  PID         -  DV1948
 DV1948  STATE/COUNTY-  AZ/YUMA
 DV1948  USGS QUAD   -  PALOMAS MOUNTAINS NW (1990)
 DV1948
 DV1948                         *CURRENT SURVEY CONTROL
 DV1948  ___________________________________________________________________
 DV1948* NAD 83(1992)-  33 13 42.60592(N)    113 38 53.41179(W)     ADJUSTED  
 DV1948* NAVD 88     -       389.56   (+/-2cm)    1278.1    (feet)  VERTCON   
 DV1948  ___________________________________________________________________
 DV1948  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DV1948  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DV1948  HORZ ORDER  -  SECOND
 DV1948  VERT ORDER  -  THIRD ? (See Below)
 DV1948
 DV1948.The horizontal coordinates were established by classical geodetic methods
 DV1948.and adjusted by the National Geodetic Survey in August 1993.
 DV1948
 DV1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1948.The vertical order pertains to the NGVD 29 superseded value.
 DV1948
 DV1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1948
 DV1948.The geoid height was determined by GEOID03.
 DV1948
 DV1948;                    North         East     Units Scale Factor Converg.
 DV1948;SPC AZ W     -   247,104.183   222,851.110   MT  0.99993444   +0 03 20.9
 DV1948;SPC AZ W     -   810,709.26    731,138.81   iFT  0.99993444   +0 03 20.9
 DV1948;UTM  12      - 3,679,745.555   253,223.269   MT  1.00035091   -1 27 06.8
 DV1948
 DV1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1948!SPC AZ W     -   0.99994383  x   0.99993444  =   0.99987828
 DV1948!UTM  12      -   0.99994383  x   1.00035091  =   1.00029472
 DV1948
 DV1948|---------------------------------------------------------------------|
 DV1948| PID    Reference Object                     Distance      Geod. Az  |
 DV1948|                                                           dddmmss.s |
 DV1948| CH3824 OLD TIMER RM 1                        9.221 METERS 08813     |
 DV1948| CH3823 OLD TIMER AZ MK                                    1001219.9 |
 DV1948| DV1949 PROMINENT DOME PALOMAS MTNS         APPROX. 8.4 KM 2564815.4 |
 DV1948| CH3825 OLD TIMER RM 2                        8.462 METERS 31450     |
 DV1948|---------------------------------------------------------------------|
 DV1948
 DV1948                          SUPERSEDED SURVEY CONTROL
 DV1948
 DV1948  NAD 83(1986)-  33 13 42.59943(N)    113 38 53.41882(W) AD(       ) 2
 DV1948  NAD 27      -  33 13 42.45700(N)    113 38 50.69900(W) AD(       ) 2
 DV1948  NGVD 29 (07/19/86)  388.89   (m)         1275.9    (f) LEVELING    3  
 DV1948
 DV1948.Superseded values are not recommended for survey control.
 DV1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1948.See file dsdata.txt to determine how the superseded data were derived.
 DV1948
 DV1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5322379746(NAD 83)
 DV1948_MARKER: DS = TRIANGULATION STATION DISK
 DV1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1948
 DV1948  HISTORY     - Date     Condition        Report By
 DV1948  HISTORY     - 1949     MONUMENTED       CGS
 DV1948  HISTORY     - 1950     GOOD             CGS
 DV1948  HISTORY     - 1968     GOOD             AMS
 DV1948
 DV1948                          STATION DESCRIPTION
 DV1948
 DV1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1948'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE NORTHWEST
 DV1948'OF HORN IN A FLAT, SAND AND BRUSH COVERED ARE THE STATION
 DV1948'MARK PROJECTS 4 INCHES, IS SET ON A LOW RIDGE 7 FEET EAST
 DV1948'OF A WHITE WITNESS POST.  IT IS STAMPED, OLD TIMER 1949.
 DV1948'
 DV1948'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 DV1948'AS THE STATION MARK AND IS STAMPED, OLD TIMER NO 1 1949.
 DV1948'
 DV1948'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 DV1948'AS THE STATION MARK AND IS STAMPED, OLD TIMER NO 2 1949.
 DV1948'
 DV1948'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET ON A LOW RIDGE
 DV1948'7 FEET EAST OF A WHITE WITNESS POST.  IT IS STAMPED, OLD TIMER
 DV1948'1949.
 DV1948'
 DV1948'TO REACH THE STATION FROM HORN.  GO EAST ON BLADED ROAD 1.6
 DV1948'MILES TO A ROAD LEFT.  TURN LEFT, CROSS RAILROAD TRACKS,
 DV1948'GO 8.4 MILES TO A FORK.  TURN LEFT, GO 9.3 MILES TO A FORK.
 DV1948'TURN RIGHT, GO 5.1 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 DV1948'ON ROAD 0.5 MILE TO THE TOP OF A LOW RIDGE.  TURN LEFT OFF
 DV1948'ROAD, GO 0.05 MILE TO STATION.  A DRIVE STATION.
 DV1948
 DV1948                          STATION RECOVERY (1950)
 DV1948
 DV1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1948'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DV1948'THE STATION WAS NOT OCCUPIED, THE DISTANCE AND DIRECTION
 DV1948'TO THE REFERENCE MARKS WERE NOT CHECKED.
 DV1948'
 DV1948'THE LITOGRAPH DESCRIPTION OF 1949, OF THE STATION AND THE
 DV1948'TRAVEL TO REACH THE STATION ARE ADEQUATE.
 DV1948
 DV1948                          STATION RECOVERY (1968)
 DV1948
 DV1948'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 DV1948'STATION MARK, R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED
 DV1948'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0561 ***********************************************************************
 FQ0561  DESIGNATION -  OLEARY
 FQ0561  PID         -  FQ0561
 FQ0561  STATE/COUNTY-  AZ/COCONINO
 FQ0561  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0561
 FQ0561                         *CURRENT SURVEY CONTROL
 FQ0561  ___________________________________________________________________
 FQ0561* NAD 83(1992)-  35 24 05.26664(N)    111 31 35.39367(W)     ADJUSTED  
 FQ0561* NAVD 88     -      2718.6    (meters)    8919.     (feet)  VERTCON   
 FQ0561  ___________________________________________________________________
 FQ0561  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 FQ0561  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0561  HORZ ORDER  -  THIRD
 FQ0561
 FQ0561.The horizontal coordinates were established by classical geodetic methods
 FQ0561.and adjusted by the National Geodetic Survey in August 1993.
 FQ0561
 FQ0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0561
 FQ0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0561
 FQ0561.The geoid height was determined by GEOID03.
 FQ0561
 FQ0561;                    North         East     Units Scale Factor Converg.
 FQ0561;SPC AZ C     -   488,179.674   248,799.470   MT  0.99991547   +0 13 33.7
 FQ0561;SPC AZ C     - 1,601,639.35    816,271.23   iFT  0.99991547   +0 13 33.7
 FQ0561;UTM  12      - 3,917,692.508   452,191.775   MT  0.99962817   -0 18 18.0
 FQ0561
 FQ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0561!SPC AZ C     -   0.99957710  x   0.99991547  =   0.99949261
 FQ0561!UTM  12      -   0.99957710  x   0.99962817  =   0.99920543
 FQ0561
 FQ0561:                Primary Azimuth Mark                     Grid Az
 FQ0561:SPC AZ C     -  ELDEN                                    199 44 43.0
 FQ0561:UTM  12      -  ELDEN                                    200 16 34.7
 FQ0561
 FQ0561|---------------------------------------------------------------------|
 FQ0561| PID    Reference Object                     Distance      Geod. Az  |
 FQ0561|                                                           dddmmss.s |
 FQ0561| FQ0633 ELDEN                               APPROX.18.9 KM 1995816.7 |
 FQ0561|---------------------------------------------------------------------|
 FQ0561
 FQ0561                          SUPERSEDED SURVEY CONTROL
 FQ0561
 FQ0561  NAD 83(1986)-  35 24 05.26430(N)    111 31 35.39192(W) AD(       ) 3
 FQ0561  NGVD 29 (05/08/89) 2717.6    (m)         8916.     (f) VERT ANG    3  
 FQ0561
 FQ0561.Superseded values are not recommended for survey control.
 FQ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0561.See file dsdata.txt to determine how the superseded data were derived.
 FQ0561
 FQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5219217693(NAD 83)
 FQ0561_MARKER: DD = SURVEY DISK
 FQ0561_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0561_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0561
 FQ0561  HISTORY     - Date     Condition        Report By
 FQ0561  HISTORY     - 1965     MONUMENTED       USGS
 FQ0561
 FQ0561                          STATION DESCRIPTION
 FQ0561
 FQ0561'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0561'LOCATED ABOUT 15.5 MI NNE. OF FLAGSTAFF, ABOUT 11.6 MI NE. OF
 FQ0561'ELDEN MTN., ABOUT 2.3 MI NNW. OF SUNSET CRATER.  ON OLEARY PEAK,
 FQ0561'UNDER CENTER OF USFS STEEL LOT.
 FQ0561'
 FQ0561'TO REACH FROM FLAGSTAFF POST OFFICE, DRIVE 16.3 MI N. ON U.S.
 FQ0561'HWY. 89 TO T-RD. E.  TURN RIGHT AND FOLLOW MAIN-TRAVELED RD.
 FQ0561'LEADING TO SUNSET CRATER NATIONAL MONUMENT 1.9 MI TO Y-RD. LEFT.
 FQ0561'TURN LEFT AND FOLLOW MAIN-TRAVELED RD. 5.5 MI TO LOT AND STATION.
 FQ0561'ADVISABLE TO HAVE 4-WHEEL DRIVE FOR FINAL 100 YDS OF TRUCK
 FQ0561'TRAVEL.
 FQ0561'
 FQ0561'STATION MARK--STANDARD TABLET STAMPED---OLEARY 1965---, SET ON
 FQ0561'COPPER-COATED ROD UNDER CENTER OF LOT.
 FQ0561'
 FQ0561'RM 1--STANDARD RM TABLET STAMPED---RM 1 1965---, CEMENTED IN ROCK.
 FQ0561'
 FQ0561'RM 2--STANDARD RM TABLET STAMPED---RM 2 1965---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0338 ***********************************************************************
 CY0338  DESIGNATION -  OLGA
 CY0338  PID         -  CY0338
 CY0338  STATE/COUNTY-  AZ/COCHISE
 CY0338  USGS QUAD   -  OLGA (1974)
 CY0338
 CY0338                         *CURRENT SURVEY CONTROL
 CY0338  ___________________________________________________________________
 CY0338* NAD 83(1992)-  32 17 48.99574(N)    109 20 56.59290(W)     ADJUSTED  
 CY0338* NAVD 88     -      1104.193  (meters)    3622.67   (feet)  ADJUSTED  
 CY0338  ___________________________________________________________________
 CY0338  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CY0338  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0338  DYNAMIC HT  -        1102.568 (meters)    3617.34  (feet)  COMP
 CY0338  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 CY0338
 CY0338  HORZ ORDER  -  SECOND
 CY0338  VERT ORDER  -  FIRST     CLASS II
 CY0338
 CY0338.The horizontal coordinates were established by classical geodetic methods
 CY0338.and adjusted by the National Geodetic Survey in August 1993.
 CY0338
 CY0338.The orthometric height was determined by differential leveling
 CY0338.and adjusted in June 1991.
 CY0338
 CY0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0338
 CY0338.The geoid height was determined by GEOID03.
 CY0338
 CY0338.The dynamic height is computed by dividing the NAVD 88
 CY0338.geopotential number by the normal gravity value computed on the
 CY0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0338.degrees latitude (g = 980.6199 gals.).
 CY0338
 CY0338.The modeled gravity was interpolated from observed gravity values.
 CY0338
 CY0338;                    North         East     Units Scale Factor Converg.
 CY0338;SPC AZ E     -   144,085.161   290,362.227   MT  0.99997310   +0 26 12.8
 CY0338;SPC AZ E     -   472,720.34    952,631.98   iFT  0.99997310   +0 26 12.8
 CY0338;UTM  12      - 3,574,547.189   655,445.346   MT  0.99989798   +0 52 56.2
 CY0338
 CY0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0338!SPC AZ E     -   0.99983087  x   0.99997310  =   0.99980397
 CY0338!UTM  12      -   0.99983087  x   0.99989798  =   0.99972886
 CY0338
 CY0338|---------------------------------------------------------------------|
 CY0338| PID    Reference Object                     Distance      Geod. Az  |
 CY0338|                                                           dddmmss.s |
 CY0338| CY0339 OLGA RM 1                             8.889 METERS 08035     |
 CY0338| CY0293 C 331                                              2854117.0 |
 CY0338| CY0337 OLGA RM 2                             9.090 METERS 30752     |
 CY0338|---------------------------------------------------------------------|
 CY0338
 CY0338                          SUPERSEDED SURVEY CONTROL
 CY0338
 CY0338  NAD 83(1986)-  32 17 48.99123(N)    109 20 56.59064(W) AD(       ) 2
 CY0338  NAD 27      -  32 17 48.71490(N)    109 20 54.37030(W) AD(       ) 2
 CY0338  NGVD 29 (??/??/92) 1103.487  (m)         3620.36   (f) ADJ UNCH    1 2
 CY0338
 CY0338.Superseded values are not recommended for survey control.
 CY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0338.See file dsdata.txt to determine how the superseded data were derived.
 CY0338
 CY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5544574547(NAD 83)
 CY0338_MARKER: DS = TRIANGULATION STATION DISK
 CY0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0338_STAMPING: OLGA 1960
 CY0338_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0338+STABILITY: SURFACE MOTION
 CY0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0338+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0338
 CY0338  HISTORY     - Date     Condition        Report By
 CY0338  HISTORY     - 1960     MONUMENTED       CGS
 CY0338  HISTORY     - 1960     GOOD             CGS
 CY0338  HISTORY     - 1968     GOOD             CGS
 CY0338  HISTORY     - 1979     GOOD             NGS
 CY0338  HISTORY     - 20050402 GOOD             NGS
 CY0338
 CY0338                          STATION DESCRIPTION
 CY0338
 CY0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0338'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 86,
 CY0338'ABOUT 8-1/2 MILES EAST OF BOWIE, AND 7-1/2 MILES WEST OF SAN
 CY0338'SIMON.
 CY0338'
 CY0338'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO SOUTH
 CY0338'ON THE PAVED STREET 0.1 MILE TO STATE HIGHWAY 86.  TURN LEFT, EAST,
 CY0338'AND FOLLOW STATE HIGHWAY 86 FOR 2.9 MILES TO A COTTON GIN ON THE
 CY0338'SOUTH SIDE OF THE HIGHWAY.  CONTINUE AHEAD, EAST, ON STATE
 CY0338'HIGHWAY 86 5.1 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 CY0338'THE HIGHWAY.  CONTINUE AHEAD, EAST, ON STATE HIGHWAY 86 0.4
 CY0338'MILE TO THE STATION ON THE NORTH SIDE OF THE HIGHWAY.
 CY0338'
 CY0338'THE STATION MARK, STAMPED OLGA 1960, IS A STANDARD DISK SET
 CY0338'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0338'3 INCHES.  IT IS 3.4 FEET SOUTH OF A WITNESS POST AND 16.6
 CY0338'FEET SOUTH OF A RAILROAD PROPERTY LINE POST.
 CY0338'
 CY0338'REFERENCE MARK NO. 1, STAMPED OLGA NO 1 1960, IS A STANDARD
 CY0338'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT
 CY0338'PROJECTS 2 INCHES.  IT IS 28.0 FEET NORTHEAST OF THE WITNESS
 CY0338'POST.
 CY0338'
 CY0338'REFERENCE MARK NO. 2, STAMPED OLGA NO 2 1960, IS A STANDARD
 CY0338'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CY0338'PROJECTS 3 INCHES.  IT IS 28.5 FEET NORTHWEST OF THE WITNESS
 CY0338'POST.
 CY0338'
 CY0338'THE AZIMUTH MARK, STAMPED C 331 1955, IS A U.S. COAST AND
 CY0338'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A CYLINDRICAL
 CY0338'CONCRETE POST THAT IS 10 INCHES IN DIAMETER AND PROJECTS 5
 CY0338'INCHES.  IT IS 3.0 FEET EAST OF A WITNESS POST AND 15.4 FEET
 CY0338'WEST OF A RAILROAD PROPERTY LINE POST.
 CY0338
 CY0338                          STATION RECOVERY (1960)
 CY0338
 CY0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0338'8.5 MI E FROM BOWIE.
 CY0338'0.1 MILES SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0338'THENCE 8.4 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 16.6 FEET SOUTH
 CY0338'OF A RAILROAD PROPERTY LINE POST, 3.4 FEET SOUTH OF A WITNESS POST,
 CY0338'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CY0338
 CY0338                          STATION RECOVERY (1968)
 CY0338
 CY0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CY0338'THE STATION, REFERENCE AND AZIMUTH MARKS WERE ALL RECOVERED.
 CY0338'PART OF THE CONCRETE MONUMENT ON R.M. 1 HAS BEEN DESTROYED,
 CY0338'BUT THE MARK ITSELF DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 CY0338'
 CY0338'A NEW LOCATION DESCRIPTION IS NECESSARY DUE TO COMPLETION OF
 CY0338'INTERSTATE 10.
 CY0338'
 CY0338'TO REACH FROM THE NEW POST OFFICE IN BOWIE, GO EAST ON INTERSTATE
 CY0338'10 AND STATE HIGHWAY 86 FOR 3.3 MILES TO THE START OF THE DIVIDED
 CY0338'HIGHWAY.  HERE TURN LEFT ONTO THE FRONTAGE ROAD ON THE NORTH SIDE
 CY0338'OF THE HIGHWAY.  CONTINUE EAST ON THE FRONTAGE ROAD FOR 4.9
 CY0338'MILES TO THE AZIMUTH MARK ON THE LEFT (NORTH) SIDE OF THE ROAD.
 CY0338'CONTINUE EAST FOR 0.4 MILES TO THE STATION ON THE LEFT (NORTH)
 CY0338'SIDE OF THE ROAD.
 CY0338'
 CY0338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 CY0338'EAST OF BOWIE, 7-1/2 MILES WEST OF SAN SIMON
 CY0338
 CY0338                          STATION RECOVERY (1979)
 CY0338
 CY0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0338'13.4 KILOMETERS (8.4 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0338'FROM THE STATION AT BOWIE, 0.5 KILOMETER (0.3 MILE) EAST OF THE OLGA
 CY0338'ROAD UNDERPASS UNDER INTERSTATE HIGHWAY 10, 34.3 METERS (112 FEET)
 CY0338'SOUTH OF THE SOUTH RAIL, 42.5 METERS (140 FEET) EAST OF AN ANGLE
 CY0338'IRON HIGHWAY RIGHT-OF-WAY MARKER, 34.5 METERS (113 FEET) SOUTHEAST
 CY0338'OF A TELEPHONE POLE AND 25.5 METERS (84 FEET) NORTH OF THE CENTERLINE
 CY0338'OF OLD U. S. HIGHWAY 86.
 CY0338'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CY0338'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CY0338
 CY0338                          STATION RECOVERY (2005)
 CY0338
 CY0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0338'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0337 ***********************************************************************
 CY0337  DESIGNATION -  OLGA RM 2
 CY0337  PID         -  CY0337
 CY0337  STATE/COUNTY-  AZ/COCHISE
 CY0337  USGS QUAD   -  OLGA (1974)
 CY0337
 CY0337                         *CURRENT SURVEY CONTROL
 CY0337  ___________________________________________________________________
 CY0337* NAD 83(1986)-  32 17 48.     (N)    109 20 56.     (W)     SCALED    
 CY0337* NAVD 88     -      1104.116  (meters)    3622.42   (feet)  ADJUSTED  
 CY0337  ___________________________________________________________________
 CY0337  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0337  DYNAMIC HT  -        1102.491 (meters)    3617.09  (feet)  COMP
 CY0337  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 CY0337
 CY0337  VERT ORDER  -  FIRST     CLASS II
 CY0337
 CY0337.The horizontal coordinates were scaled from a topographic map and have
 CY0337.an estimated accuracy of +/- 6 seconds.
 CY0337
 CY0337.The orthometric height was determined by differential leveling
 CY0337.and adjusted in June 1991.
 CY0337
 CY0337.The geoid height was determined by GEOID03.
 CY0337
 CY0337.The dynamic height is computed by dividing the NAVD 88
 CY0337.geopotential number by the normal gravity value computed on the
 CY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0337.degrees latitude (g = 980.6199 gals.).
 CY0337
 CY0337.The modeled gravity was interpolated from observed gravity values.
 CY0337
 CY0337;                    North         East    Units  Estimated Accuracy
 CY0337;SPC AZ E     -   144,060.      290,380.      MT  (+/- 180 meters Scaled)
 CY0337
 CY0337                          SUPERSEDED SURVEY CONTROL
 CY0337
 CY0337  NGVD 29 (??/??/92) 1103.409  (m)         3620.10   (f) ADJ UNCH    1 2
 CY0337
 CY0337.Superseded values are not recommended for survey control.
 CY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0337.See file dsdata.txt to determine how the superseded data were derived.
 CY0337
 CY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA554745(NAD 83)
 CY0337_MARKER: DR = REFERENCE MARK DISK
 CY0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0337_STAMPING: OLGA NO 2 1960
 CY0337_PROJECTION: PROJECTING
 CY0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0337+STABILITY: SURFACE MOTION
 CY0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0337+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0337
 CY0337  HISTORY     - Date     Condition        Report By
 CY0337  HISTORY     - 1960     MONUMENTED       CGS
 CY0337  HISTORY     - 1979     GOOD             NGS
 CY0337  HISTORY     - 20050402 GOOD             NGS
 CY0337
 CY0337                          STATION DESCRIPTION
 CY0337
 CY0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0337'8.5 MI E FROM BOWIE.
 CY0337'0.1 MILES SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON PAVED STREET,
 CY0337'THENCE 8.4 MILES EAST ON STATE HIGHWAY 86 TO THE MARK, 28.5 FEET
 CY0337'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 CY0337'CONCRETE POST PROJECTING 3 INCHES.
 CY0337
 CY0337                          STATION RECOVERY (1979)
 CY0337
 CY0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0337'13.4 KILOMETERS (8.4 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0337'FROM THE STATION AT BOWIE, 0.5 KILOMETER (0.3 MILE) EAST OF OLGA ROAD
 CY0337'UNDERPASS UNDER INTERSTATE HIGHWAY 10, 31.0 METERS (102 FEET) SOUTH
 CY0337'OF THE SOUTH RAIL, 33.8 METERS (111 FEET) EAST OF AN ANGLE IRON
 CY0337'HIGHWAY RIGHT-OF-WAY MARKER NO. POT STA 3810, 29.0 METERS (95 FEET)
 CY0337'NORTH OF THE CENTERLINE OF OLD U. S. HIGHWAY 86, 25.8 METERS (85 FEET)
 CY0337'SOUTHEAST OF A TELEPHONE POLE AND 9.1 METERS (30 FEET) NORTHWEST OF
 CY0337'STATION OLGA 2.
 CY0337'THE MARK IS 9.6 METERS  W FROM A WITNESS POST.
 CY0337'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CY0337
 CY0337                          STATION RECOVERY (2005)
 CY0337
 CY0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0337'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1727 ***********************************************************************
 DV1727  DESIGNATION -  OLIVE
 DV1727  PID         -  DV1727
 DV1727  STATE/COUNTY-  AZ/MARICOPA
 DV1727  USGS QUAD   -  EL MIRAGE (1982)
 DV1727
 DV1727                         *CURRENT SURVEY CONTROL
 DV1727  ___________________________________________________________________
 DV1727* NAD 83(1992)-  33 33 38.90436(N)    112 16 22.00809(W)     ADJUSTED  
 DV1727* NAVD 88     -       333.518  (meters)    1094.22   (feet)  ADJUSTED  
 DV1727  ___________________________________________________________________
 DV1727  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 DV1727  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV1727  DYNAMIC HT  -         333.126 (meters)    1092.93  (feet)  COMP
 DV1727  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DV1727
 DV1727  HORZ ORDER  -  SECOND
 DV1727  VERT ORDER  -  SECOND    CLASS I
 DV1727
 DV1727.The horizontal coordinates were established by classical geodetic methods
 DV1727.and adjusted by the National Geodetic Survey in August 1993.
 DV1727
 DV1727.The orthometric height was determined by differential leveling
 DV1727.and adjusted in November 1993.
 DV1727
 DV1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1727
 DV1727.The geoid height was determined by GEOID03.
 DV1727
 DV1727.The dynamic height is computed by dividing the NAVD 88
 DV1727.geopotential number by the normal gravity value computed on the
 DV1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1727.degrees latitude (g = 980.6199 gals.).
 DV1727
 DV1727.The modeled gravity was interpolated from observed gravity values.
 DV1727
 DV1727;                    North         East     Units Scale Factor Converg.
 DV1727;SPC AZ C     -   284,000.903   180,295.419   MT  0.99991347   -0 11 48.7
 DV1727;SPC AZ C     -   931,761.49    591,520.40   iFT  0.99991347   -0 11 48.7
 DV1727;UTM  12      - 3,714,186.344   381,856.266   MT  0.99977208   -0 42 13.3
 DV1727
 DV1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1727!SPC AZ C     -   0.99995239  x   0.99991347  =   0.99986586
 DV1727!UTM  12      -   0.99995239  x   0.99977208  =   0.99972448
 DV1727
 DV1727:                Primary Azimuth Mark                     Grid Az
 DV1727:SPC AZ C     -  OLIVE AZ MK                              045 52 08.8
 DV1727:UTM  12      -  OLIVE AZ MK                              046 22 33.4
 DV1727
 DV1727|---------------------------------------------------------------------|
 DV1727| PID    Reference Object                     Distance      Geod. Az  |
 DV1727|                                                           dddmmss.s |
 DV1727| DV1735 OLIVE AZ MK                         APPROX. 0.8 KM 0454020.1 |
 DV1727| DV1728 OLIVE RM 1                           12.119 METERS 15220     |
 DV1727| DV1729 OLIVE RM 2                           12.220 METERS 33228     |
 DV1727|---------------------------------------------------------------------|
 DV1727
 DV1727                          SUPERSEDED SURVEY CONTROL
 DV1727
 DV1727  NAD 83(1986)-  33 33 38.89966(N)    112 16 22.01439(W) AD(       ) 2
 DV1727  NGVD 29 (11/30/89)  332.94   (m)         1092.3    (f) LEVELING    3  
 DV1727
 DV1727.Superseded values are not recommended for survey control.
 DV1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1727.See file dsdata.txt to determine how the superseded data were derived.
 DV1727
 DV1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8185614186(NAD 83)
 DV1727_MARKER: DS = TRIANGULATION STATION DISK
 DV1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1727_SP_SET: CONCRETE POST
 DV1727_STAMPING: OLIVE 1982
 DV1727_MARK LOGO: AZDT  
 DV1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1727+STABILITY: SURFACE MOTION
 DV1727
 DV1727  HISTORY     - Date     Condition        Report By
 DV1727  HISTORY     - 1982     MONUMENTED       AZDT
 DV1727  HISTORY     - 1982     GOOD             AZDT
 DV1727  HISTORY     - 20060325 MARK NOT FOUND   USPSQD
 DV1727  HISTORY     - 20070308 MARK NOT FOUND   GEOCAC
 DV1727
 DV1727                          STATION DESCRIPTION
 DV1727
 DV1727'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1727'THE STATION IS LOCATED ALONG 99TH AVENUE IN WESTERN PHOENIX 7 MILES
 DV1727'NORTH OF INTERSTATE HIGHWAY 10 AND 0.45 MILE SOUTH OF OLIVE AVENUE.
 DV1727'
 DV1727'THE STATION MARK IS AN AZDT DISK STAMPED---OLIVE 1982---.  IT IS SET
 DV1727'IN A 10 INCH CONCRETE MONUMENT.  IT IS 66.5 FEET NORTHEAST OF 99TH
 DV1727'AVENUE, 11 FEET SOUTHWEST OF A FENCE AND 3 FEET NORTHEAST OF THE
 DV1727'WITNESS POST AND SIGN.
 DV1727'
 DV1727'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---OLIVE RM 1 1982---.  IT IS
 DV1727'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1727'
 DV1727'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---OLIVE RM 2 1982---.  IT IS
 DV1727'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1727'
 DV1727'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---OLIVE AZ 1982---.  IT IS
 DV1727'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 31 FEET NORTH OF THE
 DV1727'CENTER LINE OF OLIVE AVENUE, 3 FEET WEST OF THE WITNESS POST AND 1.5
 DV1727'FEET SOUTH OF A FENCE LINE.
 DV1727'
 DV1727'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND 99TH AVENUE
 DV1727'TRAFFIC INTERCHANGE IN WESTERN PHOENIX, TRAVEL NORTH ALONG 99TH AVENUE
 DV1727'FOR 7.0 MILES TO THE STATION ON THE RIGHT AT A SHARP LEFT CURVE. TO
 DV1727'REACH THE AZIMUTH MARK CONTINUE NORTH ALONG 99TH AVENUE TO OLIVE
 DV1727'AVENUE, TURN RIGHT AND TRAVEL EAST ALONG OLIVE AVENUE FOR 0.6 MILE TO
 DV1727'THE MARK ON THE LEFT.
 DV1727
 DV1727                          STATION RECOVERY (1982)
 DV1727
 DV1727'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1727'10.87 KM (6.75 MI) NORT FROM TOLLESON.
 DV1727'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1727'AVENUE FOR 6.75 MI (10.87 KM) TO THE MARK ON THE RIGHT, 0.45 MI
 DV1727'(0.72 KM) SOUTH OF OLIVE AVENUE, 66.5 FT (20.73 METERS) EAST NORTHEAST
 DV1727'OF CENTERLINE OF 99TH AVENUE, 11.0 FT (3.43 METERS) WEST SOUTHWEST OF
 DV1727'A FENCE, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1727
 DV1727                          STATION RECOVERY (2006)
 DV1727
 DV1727'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1727'MARK NOT FOUND.
 DV1727
 DV1727                          STATION RECOVERY (2007)
 DV1727
 DV1727'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1727'THE AVENUE HAS BEEN RE-ALIGNED IN THIS AREA. ASSUMED DESTROYED BY
 DV1727'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1735 ***********************************************************************
 DV1735  DESIGNATION -  OLIVE AZ MK
 DV1735  PID         -  DV1735
 DV1735  STATE/COUNTY-  AZ/MARICOPA
 DV1735  USGS QUAD   -  EL MIRAGE (1982)
 DV1735
 DV1735                         *CURRENT SURVEY CONTROL
 DV1735  ___________________________________________________________________
 DV1735* NAD 83(1992)-  33 33 57.78708(N)    112 15 58.91584(W)     NO CHECK  
 DV1735* NAVD 88     -       335.507  (meters)    1100.74   (feet)  ADJUSTED  
 DV1735  ___________________________________________________________________
 DV1735  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 DV1735  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV1735  DYNAMIC HT  -         335.114 (meters)    1099.45  (feet)  COMP
 DV1735  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 DV1735
 DV1735  HORZ ORDER  -  SECOND
 DV1735  VERT ORDER  -  SECOND    CLASS I
 DV1735
 DV1735.The horizontal coordinates were established by classical geodetic methods
 DV1735.and adjusted by the National Geodetic Survey in August 1993.
 DV1735.No horizontal observational check was made to the station.
 DV1735
 DV1735.The orthometric height was determined by differential leveling
 DV1735.and adjusted in November 1993.
 DV1735
 DV1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1735
 DV1735.The geoid height was determined by GEOID03.
 DV1735
 DV1735.The dynamic height is computed by dividing the NAVD 88
 DV1735.geopotential number by the normal gravity value computed on the
 DV1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1735.degrees latitude (g = 980.6199 gals.).
 DV1735
 DV1735.The modeled gravity was interpolated from observed gravity values.
 DV1735
 DV1735;                    North         East     Units Scale Factor Converg.
 DV1735;SPC AZ C     -   284,580.590   180,892.963   MT  0.99991299   -0 11 36.1
 DV1735;SPC AZ C     -   933,663.35    593,480.85   iFT  0.99991299   -0 11 36.1
 DV1735;UTM  12      - 3,714,760.640   382,458.829   MT  0.99977033   -0 42 00.9
 DV1735
 DV1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1735!SPC AZ C     -   0.99995207  x   0.99991299  =   0.99986506
 DV1735!UTM  12      -   0.99995207  x   0.99977033  =   0.99972241
 DV1735
 DV1735                          SUPERSEDED SURVEY CONTROL
 DV1735
 DV1735  NAD 83(1986)-  33 33 57.78234(N)    112 15 58.92209(W) AD(       ) 2
 DV1735  NGVD 29 (11/30/89)  334.9    (m)         1099.     (f) LEVELING    3  
 DV1735
 DV1735.Superseded values are not recommended for survey control.
 DV1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1735.See file dsdata.txt to determine how the superseded data were derived.
 DV1735
 DV1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8245914761(NAD 83)
 DV1735_MARKER: DZ = AZIMUTH MARK DISK
 DV1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1735_SP_SET: CONCRETE POST
 DV1735_STAMPING: OLIVE AZIMUTH
 DV1735_MARK LOGO: AZDT  
 DV1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1735+STABILITY: SURFACE MOTION
 DV1735
 DV1735  HISTORY     - Date     Condition        Report By
 DV1735  HISTORY     - 1982     MONUMENTED       AZDT
 DV1735  HISTORY     - 1983     GOOD             AZDT
 DV1735  HISTORY     - 20070308 MARK NOT FOUND   GEOCAC
 DV1735
 DV1735                          STATION DESCRIPTION
 DV1735
 DV1735'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1735'12.56 KM (7.8 MI) NORTH FROM TOLLESON.
 DV1735'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1735'AVENUE FOR 7.2 MI (11.59 KM) TO OLIVE AVENUE, THENCE EAST ALONG OLIVE
 DV1735'AVENUE FOR 0.60 MI (0.97 KM) TO THE MARK ON THE LEFT, 31.0 FT (9.45
 DV1735'METERS) NORTH OF THE CENTERLINE OF OLIVE AVENUE, 1.5 FT (0.46 METERS)
 DV1735'SOUTH OF A FENCE, 3 FT (0.91 METERS) WEST OF WITNESS POST AND SIGN, A
 DV1735'STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST.
 DV1735
 DV1735                          STATION RECOVERY (2007)
 DV1735
 DV1735'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1735'THE ROAD HAS BEEN WIDENED AND IMPROVED WITH A SIDEWALK ON THE NORTH
 DV1735'SIDE. THE DESCRIBED LOCATION (31 FT NORTH OF THE CENTERLINE) IS NEAR
 DV1735'THE EDGE OF THE CURB LANE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1728 ***********************************************************************
 DV1728  DESIGNATION -  OLIVE RM 1
 DV1728  PID         -  DV1728
 DV1728  STATE/COUNTY-  AZ/MARICOPA
 DV1728  USGS QUAD   -  EL MIRAGE (1982)
 DV1728
 DV1728                         *CURRENT SURVEY CONTROL
 DV1728  ___________________________________________________________________
 DV1728* NAD 83(1992)-  33 33 38.55595(N)    112 16 21.78991(W)     NO CHECK  
 DV1728* NAVD 88     -       333.407  (meters)    1093.85   (feet)  ADJUSTED  
 DV1728  ___________________________________________________________________
 DV1728  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 DV1728  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV1728  DYNAMIC HT  -         333.016 (meters)    1092.57  (feet)  COMP
 DV1728  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 DV1728
 DV1728  HORZ ORDER  -  SECOND
 DV1728  VERT ORDER  -  SECOND    CLASS I
 DV1728
 DV1728.The horizontal coordinates were established by classical geodetic methods
 DV1728.and adjusted by the National Geodetic Survey in August 1993.
 DV1728.No horizontal observational check was made to the station.
 DV1728
 DV1728.The orthometric height was determined by differential leveling
 DV1728.and adjusted in November 1993.
 DV1728
 DV1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1728
 DV1728.The geoid height was determined by GEOID03.
 DV1728
 DV1728.The dynamic height is computed by dividing the NAVD 88
 DV1728.geopotential number by the normal gravity value computed on the
 DV1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1728.degrees latitude (g = 980.6199 gals.).
 DV1728
 DV1728.The modeled gravity was interpolated from observed gravity values.
 DV1728
 DV1728;                    North         East     Units Scale Factor Converg.
 DV1728;SPC AZ C     -   283,990.151   180,301.009   MT  0.99991347   -0 11 48.6
 DV1728;SPC AZ C     -   931,726.22    591,538.74   iFT  0.99991347   -0 11 48.6
 DV1728;UTM  12      - 3,714,175.544   381,861.760   MT  0.99977206   -0 42 13.2
 DV1728
 DV1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1728!SPC AZ C     -   0.99995240  x   0.99991347  =   0.99986588
 DV1728!UTM  12      -   0.99995240  x   0.99977206  =   0.99972447
 DV1728
 DV1728                          SUPERSEDED SURVEY CONTROL
 DV1728
 DV1728  NAD 83(1986)-  33 33 38.55127(N)    112 16 21.79623(W) AD(       ) 2
 DV1728  NGVD 29 (11/30/89)  332.8    (m)         1092.     (f) LEVELING    3  
 DV1728
 DV1728.Superseded values are not recommended for survey control.
 DV1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1728.See file dsdata.txt to determine how the superseded data were derived.
 DV1728
 DV1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8186214176(NAD 83)
 DV1728_MARKER: DR = REFERENCE MARK DISK
 DV1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1728_SP_SET: CONCRETE POST
 DV1728_STAMPING: OLIVE RM 1 1982
 DV1728_MARK LOGO: AZDT  
 DV1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1728+STABILITY: SURFACE MOTION
 DV1728
 DV1728  HISTORY     - Date     Condition        Report By
 DV1728  HISTORY     - 1982     MONUMENTED       AZDT
 DV1728  HISTORY     - 1982     GOOD             AZDT
 DV1728  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 DV1728  HISTORY     - 20070308 MARK NOT FOUND   GEOCAC
 DV1728
 DV1728                          STATION DESCRIPTION
 DV1728
 DV1728'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1728'10.87 KM (6.75 MI) NORT FROM TOLLESON.
 DV1728'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1728'AVENUE FOR 6.75 MI (10.87 KM) TO THE MARK ON THE RIGHT, 39.8 FT
 DV1728'(12.13 METERS) SOUTH-SOUTHEAST OF STATION OLIVE, A STANDARD AZDT
 DV1728'ALUMINIUM CAP IN CONCRETE POST.
 DV1728
 DV1728                          STATION RECOVERY (2004)
 DV1728
 DV1728'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 DV1728'MARK NOT FOUND.
 DV1728
 DV1728                          STATION RECOVERY (2007)
 DV1728
 DV1728'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1728'THE AVENUE HAS BEEN RE-ALIGNED IN THIS AREA. ASSUMED DESTROYED BY
 DV1728'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1729 ***********************************************************************
 DV1729  DESIGNATION -  OLIVE RM 2
 DV1729  PID         -  DV1729
 DV1729  STATE/COUNTY-  AZ/MARICOPA
 DV1729  USGS QUAD   -  EL MIRAGE (1982)
 DV1729
 DV1729                         *CURRENT SURVEY CONTROL
 DV1729  ___________________________________________________________________
 DV1729* NAD 83(1992)-  33 33 39.25608(N)    112 16 22.22708(W)     NO CHECK  
 DV1729* NAVD 88     -       333.584  (meters)    1094.43   (feet)  ADJUSTED  
 DV1729  ___________________________________________________________________
 DV1729  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 DV1729  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV1729  DYNAMIC HT  -         333.193 (meters)    1093.15  (feet)  COMP
 DV1729  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 DV1729
 DV1729  HORZ ORDER  -  SECOND
 DV1729  VERT ORDER  -  SECOND    CLASS I
 DV1729
 DV1729.The horizontal coordinates were established by classical geodetic methods
 DV1729.and adjusted by the National Geodetic Survey in August 1993.
 DV1729.No horizontal observational check was made to the station.
 DV1729
 DV1729.The orthometric height was determined by differential leveling
 DV1729.and adjusted in November 1993.
 DV1729
 DV1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1729
 DV1729.The geoid height was determined by GEOID03.
 DV1729
 DV1729.The dynamic height is computed by dividing the NAVD 88
 DV1729.geopotential number by the normal gravity value computed on the
 DV1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1729.degrees latitude (g = 980.6199 gals.).
 DV1729
 DV1729.The modeled gravity was interpolated from observed gravity values.
 DV1729
 DV1729;                    North         East     Units Scale Factor Converg.
 DV1729;SPC AZ C     -   284,011.758   180,289.808   MT  0.99991348   -0 11 48.9
 DV1729;SPC AZ C     -   931,797.11    591,501.99   iFT  0.99991348   -0 11 48.9
 DV1729;UTM  12      - 3,714,197.246   381,850.752   MT  0.99977210   -0 42 13.5
 DV1729
 DV1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1729!SPC AZ C     -   0.99995237  x   0.99991348  =   0.99986586
 DV1729!UTM  12      -   0.99995237  x   0.99977210  =   0.99972449
 DV1729
 DV1729                          SUPERSEDED SURVEY CONTROL
 DV1729
 DV1729  NAD 83(1986)-  33 33 39.25139(N)    112 16 22.23338(W) AD(       ) 2
 DV1729  NGVD 29 (11/30/89)  333.0    (m)         1093.     (f) LEVELING    3  
 DV1729
 DV1729.Superseded values are not recommended for survey control.
 DV1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1729.See file dsdata.txt to determine how the superseded data were derived.
 DV1729
 DV1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8185114197(NAD 83)
 DV1729_MARKER: DR = REFERENCE MARK DISK
 DV1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1729_SP_SET: CONCRETE POST
 DV1729_STAMPING: OLIVE RM 2 1982
 DV1729_MARK LOGO: AZDT  
 DV1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1729+STABILITY: SURFACE MOTION
 DV1729
 DV1729  HISTORY     - Date     Condition        Report By
 DV1729  HISTORY     - 1982     MONUMENTED       AZDT
 DV1729  HISTORY     - 1982     GOOD             AZDT
 DV1729  HISTORY     - 20070308 MARK NOT FOUND   GEOCAC
 DV1729
 DV1729                          STATION DESCRIPTION
 DV1729
 DV1729'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1729'10.87 KM (6.75 MI) NORT FROM TOLLESON.
 DV1729'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1729'AVENUE FOR 6.75 MI (10.87 KM) TO THE MARK ON THE RIGHT, 40.1 FT
 DV1729'(12.22 METERS) NORTH-NORTHWEST OF STATION OLIVE, A STANDARD AZDT
 DV1729'ALUMINIUM CAP IN CONCRETE POST.
 DV1729
 DV1729                          STATION RECOVERY (2007)
 DV1729
 DV1729'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1729'THE AVENUE HAS BEEN RE-ALIGNED IN THIS AREA. ASSUMED DESTROYED BY
 DV1729'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0263 ***********************************************************************
 GQ0263  DESIGNATION -  OLIVER
 GQ0263  PID         -  GQ0263
 GQ0263  STATE/COUNTY-  AZ/COCONINO
 GQ0263  USGS QUAD   -  TOPOCOBA HILLTOP (1988)
 GQ0263
 GQ0263                         *CURRENT SURVEY CONTROL
 GQ0263  ___________________________________________________________________
 GQ0263* NAD 83(1992)-  36 10 36.92568(N)    112 35 25.00248(W)     ADJUSTED  
 GQ0263* NAVD 88     -      1812.0    (meters)    5945.     (feet)  VERTCON   
 GQ0263  ___________________________________________________________________
 GQ0263  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 GQ0263  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GQ0263  HORZ ORDER  -  THIRD
 GQ0263
 GQ0263.The horizontal coordinates were established by classical geodetic methods
 GQ0263.and adjusted by the National Geodetic Survey in August 1993.
 GQ0263
 GQ0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0263
 GQ0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0263
 GQ0263.The geoid height was determined by GEOID03.
 GQ0263
 GQ0263;                    North         East     Units Scale Factor Converg.
 GQ0263;SPC AZ C     -   574,352.764   152,766.260   MT  0.99994522   -0 23 51.5
 GQ0263;SPC AZ C     - 1,884,359.46    501,201.64   iFT  0.99994522   -0 23 51.5
 GQ0263;UTM  12      - 4,004,743.885   356,987.193   MT  0.99985201   -0 56 19.9
 GQ0263
 GQ0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0263!SPC AZ C     -   0.99971937  x   0.99994522  =   0.99966460
 GQ0263!UTM  12      -   0.99971937  x   0.99985201  =   0.99957142
 GQ0263
 GQ0263:                Primary Azimuth Mark                     Grid Az
 GQ0263:SPC AZ C     -  CHAPIN 2                                 123 52 33.9
 GQ0263:UTM  12      -  CHAPIN 2                                 124 25 02.3
 GQ0263
 GQ0263|---------------------------------------------------------------------|
 GQ0263| PID    Reference Object                     Distance      Geod. Az  |
 GQ0263|                                                           dddmmss.s |
 GQ0263| GQ0246 CHAPIN 2                            APPROX. 7.8 KM 1232842.4 |
 GQ0263|---------------------------------------------------------------------|
 GQ0263
 GQ0263                          SUPERSEDED SURVEY CONTROL
 GQ0263
 GQ0263  NAD 83(1986)-  36 10 36.91812(N)    112 35 25.00050(W) AD(       ) 3
 GQ0263  NGVD 29 (05/08/89) 1811.1    (m)         5942.     (f) VERT ANG    3  
 GQ0263
 GQ0263.Superseded values are not recommended for survey control.
 GQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0263.See file dsdata.txt to determine how the superseded data were derived.
 GQ0263
 GQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5698704744(NAD 83)
 GQ0263_MARKER: DS = TRIANGULATION STATION DISK
 GQ0263_SETTING: 80 = SET IN A BOULDER
 GQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0263+STABILITY: SURFACE MOTION
 GQ0263
 GQ0263  HISTORY     - Date     Condition        Report By
 GQ0263  HISTORY     - 1903     MONUMENTED       USGS
 GQ0263  HISTORY     - 1934     GOOD             USGS
 GQ0263  HISTORY     - 1956     GOOD             USGS
 GQ0263
 GQ0263                          STATION DESCRIPTION
 GQ0263
 GQ0263'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0263'LOCATED ABOUT 3 MI SW. OF TOPOCOBYA SPRING.  ON PROMINENT KNOLL.
 GQ0263'
 GQ0263'TO REACH FROM HEAD OF TOPOCOBYA TRAIL, TAKE SADDLE HORSES.
 GQ0263'
 GQ0263'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0263'LIMESTONE ROCK UNDER CENTER OF CAIRN, 4-FT. BASE AND 4 FT. HIGH.
 GQ0263
 GQ0263                          STATION RECOVERY (1934)
 GQ0263
 GQ0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 GQ0263'RECOVERED IN GOOD CONDITION.
 GQ0263'
 GQ0263'RM 1--HEAD OF NAIL IN BLAZE ON 10-INCH JUNIPER TREE.
 GQ0263'
 GQ0263'RM 2--HEAD OF NAIL IN BLAZE ON 10-INCH JUNIPER TREE.
 GQ0263
 GQ0263                          STATION RECOVERY (1956)
 GQ0263
 GQ0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0263'RECOVERED IN GOOD CONDITION.  STATION MARK IS 0.5 FT BELOW
 GQ0263'GROUND.
 GQ0263'
 GQ0263'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 22 MI W. ON HILLTOP RD.
 GQ0263'TO JCT. OF HILLTOP PASTURE WASH RD.  CONTINUE ON HILLTOP RD. 8.3
 GQ0263'MI.  TURN LEFT ON JEEP TRAIL TO TOP OF RIDGE, FOLLOW TRAIL 4.7 MI
 GQ0263'TO SMALL TOP SURROUNDED BY JUNIPER TREES AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3528 ***********************************************************************
 AA3528  PACS        -  This is a Primary Airport Control Station.
 AA3528  DESIGNATION -  OLS B
 AA3528  PID         -  AA3528
 AA3528  STATE/COUNTY-  AZ/SANTA CRUZ
 AA3528  USGS QUAD   -  CUMERO CANYON (1981)
 AA3528
 AA3528                         *CURRENT SURVEY CONTROL
 AA3528  ___________________________________________________________________
 AA3528* NAD 83(2007)-  31 25 20.16378(N)    110 50 37.16216(W)     ADJUSTED  
 AA3528* NAVD 88     -      1196.69   (meters)    3926.1    (feet)  GPS OBS   
 AA3528  ___________________________________________________________________
 AA3528  EPOCH DATE  -        2007.00
 AA3528  X           -  -1,938,761.261 (meters)                     COMP
 AA3528  Y           -  -5,092,133.852 (meters)                     COMP
 AA3528  Z           -   3,306,543.945 (meters)                     COMP
 AA3528  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 AA3528  ELLIP HEIGHT-        1167.521 (meters)          (02/10/07) ADJUSTED
 AA3528  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AA3528
 AA3528  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3528  Type    PID    Designation                      North   East  Ellip
 AA3528  -------------------------------------------------------------------
 AA3528  NETWORK AA3528 OLS B                             0.96   1.23   4.63
 AA3528  -------------------------------------------------------------------
 AA3528
 AA3528.This mark is at Nogales Intl Airport (OLS)
 AA3528
 AA3528.The horizontal coordinates were established by GPS observations
 AA3528.and adjusted by the National Geodetic Survey in February 2007.
 AA3528
 AA3528.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3528.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3528.The horizontal coordinates are valid at the epoch date displayed above.
 AA3528.The epoch date for horizontal control is a decimal equivalence
 AA3528.of Year/Month/Day.
 AA3528
 AA3528.The orthometric height was determined by GPS observations and a
 AA3528.high-resolution geoid model.
 AA3528
 AA3528.GPS derived orthometric heights for airport stations designated as
 AA3528.PACS or SACS are published to 2 decimal places.  This maintains
 AA3528.centimeter relative accuracy between the PACS and SACS.  It does
 AA3528.not indicate centimeter accuracy relative to other marks which are
 AA3528.part of the NAVD 88 network.
 AA3528
 AA3528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3528
 AA3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3528
 AA3528.The ellipsoidal height was determined by GPS observations
 AA3528.and is referenced to NAD 83.
 AA3528
 AA3528.The geoid height was determined by GEOID03.
 AA3528
 AA3528;                    North         East     Units Scale Factor Converg.
 AA3528;SPC AZ C     -    47,311.497   315,375.272   MT  1.00002832   +0 33 34.0
 AA3528;SPC AZ C     -   155,221.45  1,034,695.77   iFT  1.00002832   +0 33 34.0
 AA3528;UTM  12      - 3,476,411.908   514,859.365   MT  0.99960272   +0 04 53.4
 AA3528
 AA3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3528!SPC AZ C     -   0.99981670  x   1.00002832  =   0.99984502
 AA3528!UTM  12      -   0.99981670  x   0.99960272  =   0.99941949
 AA3528
 AA3528                          SUPERSEDED SURVEY CONTROL
 AA3528
 AA3528  ELLIP H (01/12/01) 1167.544  (m)                       GP(       ) 4 1
 AA3528  NAD 83(1992)-  31 25 20.16305(N)    110 50 37.16126(W) AD(       ) B
 AA3528  ELLIP H (09/30/94) 1167.647  (m)                       GP(       ) 4 1
 AA3528  NGVD 29 (09/30/94) 1195.81   (m)         3923.3    (f) LEVELING    3  
 AA3528
 AA3528.Superseded values are not recommended for survey control.
 AA3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3528.See file dsdata.txt to determine how the superseded data were derived.
 AA3528
 AA3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV1485976412(NAD 83)
 AA3528_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3528_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3528_SP_SET: CONCRETE CATCH BASIN
 AA3528_STAMPING: OLS B 1976
 AA3528_MARK LOGO: NOS   
 AA3528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3528+STABILITY: SURFACE MOTION
 AA3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3528+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 AA3528
 AA3528  HISTORY     - Date     Condition        Report By
 AA3528  HISTORY     - 1976     MONUMENTED       NOS
 AA3528  HISTORY     - 19880615 GOOD             NGS
 AA3528  HISTORY     - 19970618 GOOD             NGS
 AA3528
 AA3528                          STATION DESCRIPTION
 AA3528
 AA3528'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (ARB)
 AA3528'LOCATED AT THE NOGALES INTERNATIONAL AIRPORT, NORTHEAST OF THE CITY OF
 AA3528'NOGALES, ARIZONA WHICH IS 9 MI (14.5 KM) NORTHEAST OF THE JUNCTION OF
 AA3528'I-19 AND S.R. 82. MARK IS LOCATED IN THE NORTHEAST SECTION OF THE
 AA3528'AIRPORT NEAR THE END OF RUNWAY 21 ON THE NORTH SIDE OF THE RUNWAY.
 AA3528'NOTE-NOGALES INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD AND
 AA3528'PERMISSION MUST BE GAINED BEFORE ENTERING THE FIELD.  CONTACT FOR THIS
 AA3528'SURVEY WAS AIRPORT MANAGER, NOGALES INTERNATIONAL AIRPORT, HCR BOX
 AA3528'197, NOGALES, AZ 85621.  PHONE (602) 287-8951. TO REACH FROM THE
 AA3528'TERMINAL BUILDING, PROCEED SOUTHEAST ACCROSS THE RAMP TO THE PARALLEL
 AA3528'TAXIWAY. TURN LEFT HEADING NORTHEAST ALONG TAXIWAY FOR 0.45 MI (0.72
 AA3528'KM) AND THE STATION ON THE RIGHT BETWEEN THE RUNWAY AND THE TAXIWAY.
 AA3528'IT IS 412.6 FT (125.8 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 21,
 AA3528'284.4 FT (86.7 M) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 273.7 FT
 AA3528'(83.4 M) SOUTHWEST OF THE CENTERLINE EXTENDED OF TAXIWAY, 95.5 FT
 AA3528'(29.1 M) SOUTHEAST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, AND IS
 AA3528'SET IN THE SOUTHEAST EDGE OF  A CONCRETE CATCH BASIN. STATION IS A
 AA3528'STANDARD NOS DISK SET IN A DRILL HOLE IN TOP OF A CONCRETE CATCH BASIN
 AA3528'FLUSH WITH THE GROUND. DISK IS STAMPED - OLS B 1976.
 AA3528
 AA3528                          STATION RECOVERY (1988)
 AA3528
 AA3528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA3528'THIS STATION IS LOCATED AT THE NOGALES INTL AIRPORT, AT THE NORTHEAST
 AA3528'END OF AIRPORT.  IT IS 412.6 FT (125.8 M) SOUTHWEST OF C/L END OF
 AA3528'RUNWAY 21, 284.4 FT (86.7 M) NORTHWEST OF C/L OF RUNWAY, 273.7 FT
 AA3528'(83.4 M) SOUTHWEST OF C/L EXTENDED OF TAXIWAY 95.5 FT (29.1 M)
 AA3528'SOUTHEAST OF C/L OF PARALLEL TAXIWAY.  THE STATION IS A STANDARD DISK
 AA3528'SET IN A DRILL HOLE IN CONCRETE CATCH BASIN.  THE STATION IS STAMPED,
 AA3528'OLS B 1976.
 AA3528
 AA3528                          STATION RECOVERY (1997)
 AA3528
 AA3528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3528'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 AA3528'BEEN SELECTED AS THE PRIMARY AIRPORT CONTROIL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3529 ***********************************************************************
 AA3529  SACS        -  This is a Secondary Airport Control Station.
 AA3529  DESIGNATION -  OLS C
 AA3529  PID         -  AA3529
 AA3529  STATE/COUNTY-  AZ/SANTA CRUZ
 AA3529  USGS QUAD   -  CUMERO CANYON (1981)
 AA3529
 AA3529                         *CURRENT SURVEY CONTROL
 AA3529  ___________________________________________________________________
 AA3529* NAD 83(2007)-  31 25 01.66671(N)    110 50 59.12781(W)     ADJUSTED  
 AA3529* NAVD 88     -      1183.20   (meters)    3881.9    (feet)  GPS OBS   
 AA3529  ___________________________________________________________________
 AA3529  EPOCH DATE  -        2007.00
 AA3529  X           -  -1,939,405.138 (meters)                     COMP
 AA3529  Y           -  -5,092,194.163 (meters)                     COMP
 AA3529  Z           -   3,306,050.648 (meters)                     COMP
 AA3529  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 AA3529  ELLIP HEIGHT-        1154.000 (meters)          (02/10/07) ADJUSTED
 AA3529  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AA3529
 AA3529  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3529  Type    PID    Designation                      North   East  Ellip
 AA3529  -------------------------------------------------------------------
 AA3529  NETWORK AA3529 OLS C                             0.98   1.23   4.70
 AA3529  -------------------------------------------------------------------
 AA3529
 AA3529.This mark is at Nogales Intl Airport (OLS)
 AA3529
 AA3529.The horizontal coordinates were established by GPS observations
 AA3529.and adjusted by the National Geodetic Survey in February 2007.
 AA3529
 AA3529.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3529.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3529.The horizontal coordinates are valid at the epoch date displayed above.
 AA3529.The epoch date for horizontal control is a decimal equivalence
 AA3529.of Year/Month/Day.
 AA3529
 AA3529.The orthometric height was determined by GPS observations and a
 AA3529.high-resolution geoid model.
 AA3529
 AA3529.GPS derived orthometric heights for airport stations designated as
 AA3529.PACS or SACS are published to 2 decimal places.  This maintains
 AA3529.centimeter relative accuracy between the PACS and SACS.  It does
 AA3529.not indicate centimeter accuracy relative to other marks which are
 AA3529.part of the NAVD 88 network.
 AA3529
 AA3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3529
 AA3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3529
 AA3529.The ellipsoidal height was determined by GPS observations
 AA3529.and is referenced to NAD 83.
 AA3529
 AA3529.The geoid height was determined by GEOID03.
 AA3529
 AA3529;                    North         East     Units Scale Factor Converg.
 AA3529;SPC AZ C     -    46,736.167   314,800.672   MT  1.00002688   +0 33 22.3
 AA3529;SPC AZ C     -   153,333.88  1,032,810.60   iFT  1.00002688   +0 33 22.3
 AA3529;UTM  12      - 3,475,841.633   514,280.232   MT  0.99960252   +0 04 41.9
 AA3529
 AA3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3529!SPC AZ C     -   0.99981882  x   1.00002688  =   0.99984570
 AA3529!UTM  12      -   0.99981882  x   0.99960252  =   0.99942142
 AA3529
 AA3529                          SUPERSEDED SURVEY CONTROL
 AA3529
 AA3529  ELLIP H (01/12/01) 1154.012  (m)                       GP(       ) 4 1
 AA3529  NAD 83(1992)-  31 25 01.66605(N)    110 50 59.12744(W) AD(       ) 1
 AA3529  ELLIP H (09/30/94) 1154.115  (m)                       GP(       ) 4 1
 AA3529  NGVD 29 (09/30/94) 1182.30   (m)         3878.9    (f) LEVELING    3  
 AA3529
 AA3529.Superseded values are not recommended for survey control.
 AA3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3529.See file dsdata.txt to determine how the superseded data were derived.
 AA3529
 AA3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV1428075842(NAD 83)
 AA3529_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3529_SP_SET: CONCRETE POST
 AA3529_STAMPING: OLS C 1994
 AA3529_MARK LOGO: NOS   
 AA3529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3529+STABILITY: SURFACE MOTION
 AA3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3529+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 AA3529
 AA3529  HISTORY     - Date     Condition        Report By
 AA3529  HISTORY     - 1994     MONUMENTED       NOS
 AA3529  HISTORY     - 19940615 GOOD             NGS
 AA3529  HISTORY     - 19970618 GOOD             NGS
 AA3529
 AA3529                          STATION DESCRIPTION
 AA3529
 AA3529'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3529'LOCATED AT THE NOGALES INTERNATIONAL AIRPORT, NORTHEAST OF THE CITY OF
 AA3529'NOGALES, ARIZONA WHICH IS 9 MI (14.5 KM) NORTHEAST OF THE JUNCTION OF
 AA3529'I-19 AND S.R. 82. MARK IS LOCATED IN THE MIDDLE SECTION OF THE AIRPORT
 AA3529'NEAR THE TERMINAL BUILDING ON THE NORTH SIDE OF THE RUNWAY. TO REACH
 AA3529'FROM THE TERMINAL BUILDING, PROCEED SOUTHEAST ACCROSS THE RAMP TO THE
 AA3529'MMAIN TAXIWAY. TURN RIGHT HEADING SOUTHWEST ALONG TAXIWAY FOR 0.05 MI
 AA3529'(0.08 KM) AND THE STATION ON THE LEFT BETWEEN THE RUNWAY AND THE
 AA3529'TAXIWAY. IT IS 333.2 FT (101.6 M) NORTHEAST OF THE CENTERLINE OF THE
 AA3529'CENTER TAXIWAY LEADING TO THE RAMP, 246.9 FT (75.3 M) NORTHWEST OF THE
 AA3529'CENTERLINE OF RUNWAY 3-21, AND 133.1 FT (40.6 M) SOUTHEAST OF THE
 AA3529'CENTERLINE OF THE PARALLEL TAXIWAY. STATION IS A STANDARD NOS DISK SET
 AA3529'IN TOP OF A CONCRETE MONUMENT THAT IS 0.1 FT (3.0 CM) BELOW GROUND
 AA3529'SURFACE. DISK IS STAMPED - OLS C 1994.
 AA3529
 AA3529                          STATION RECOVERY (1994)
 AA3529
 AA3529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3529'THE STATION IS LOCATED NEAR MIDFIELD IN THE GRASS MEDIAN BETWEEN
 AA3529'RUNWAY 3-21 AND THE PARALLEL TAXIWAY.  THE STATION IS LOCATED 333.2 FT
 AA3529'(101.6 M) NORTHEAST OF THE CENTERLINE OF A CONNECTING TAXIWAY, 246.9
 AA3529'FT (75.3 M) NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21 AND 133.1 FT
 AA3529'(40.6 M) SOUTHEAST OF THE CENTERLINE OF THE PARALLEL TAXIWAY.  THE
 AA3529'STATION IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 AA3529'AND IS SET 0.1 FT (3.0 CM) BELOW THE GROUND, DISK IS STAMPED OLS C
 AA3529'1994.
 AA3529
 AA3529                          STATION RECOVERY (1997)
 AA3529
 AA3529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3529'RECOVERED AS DESCRIBED, WITH THE FOLOWING CHANGES.  THIS STATION HAS
 AA3529'BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3530 ***********************************************************************
 AA3530  SACS        -  This is a Secondary Airport Control Station.
 AA3530  DESIGNATION -  OLS D
 AA3530  PID         -  AA3530
 AA3530  STATE/COUNTY-  AZ/SANTA CRUZ
 AA3530  USGS QUAD   -  CUMERO CANYON (1981)
 AA3530
 AA3530                         *CURRENT SURVEY CONTROL
 AA3530  ___________________________________________________________________
 AA3530* NAD 83(2007)-  31 24 42.20896(N)    110 51 23.51259(W)     ADJUSTED  
 AA3530* NAVD 88     -      1168.85   (meters)    3834.8    (feet)  GPS OBS   
 AA3530  ___________________________________________________________________
 AA3530  EPOCH DATE  -        2007.00
 AA3530  X           -  -1,940,113.986 (meters)                     COMP
 AA3530  Y           -  -5,092,245.323 (meters)                     COMP
 AA3530  Z           -   3,305,531.621 (meters)                     COMP
 AA3530  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 AA3530  ELLIP HEIGHT-        1139.616 (meters)          (02/10/07) ADJUSTED
 AA3530  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA3530
 AA3530  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3530  Type    PID    Designation                      North   East  Ellip
 AA3530  -------------------------------------------------------------------
 AA3530  NETWORK AA3530 OLS D                             1.00   1.25   4.72
 AA3530  -------------------------------------------------------------------
 AA3530
 AA3530.This mark is at Nogales Intl Airport (OLS)
 AA3530
 AA3530.The horizontal coordinates were established by GPS observations
 AA3530.and adjusted by the National Geodetic Survey in February 2007.
 AA3530
 AA3530.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3530.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3530.The horizontal coordinates are valid at the epoch date displayed above.
 AA3530.The epoch date for horizontal control is a decimal equivalence
 AA3530.of Year/Month/Day.
 AA3530
 AA3530.The orthometric height was determined by GPS observations and a
 AA3530.high-resolution geoid model.
 AA3530
 AA3530.GPS derived orthometric heights for airport stations designated as
 AA3530.PACS or SACS are published to 2 decimal places.  This maintains
 AA3530.centimeter relative accuracy between the PACS and SACS.  It does
 AA3530.not indicate centimeter accuracy relative to other marks which are
 AA3530.part of the NAVD 88 network.
 AA3530
 AA3530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3530
 AA3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3530
 AA3530.The ellipsoidal height was determined by GPS observations
 AA3530.and is referenced to NAD 83.
 AA3530
 AA3530.The geoid height was determined by GEOID03.
 AA3530
 AA3530;                    North         East     Units Scale Factor Converg.
 AA3530;SPC AZ C     -    46,130.667   314,162.396   MT  1.00002529   +0 33 09.3
 AA3530;SPC AZ C     -   151,347.33  1,030,716.52   iFT  1.00002529   +0 33 09.3
 AA3530;UTM  12      - 3,475,241.731   513,637.201   MT  0.99960229   +0 04 29.2
 AA3530
 AA3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3530!SPC AZ C     -   0.99982108  x   1.00002529  =   0.99984637
 AA3530!UTM  12      -   0.99982108  x   0.99960229  =   0.99942344
 AA3530
 AA3530                          SUPERSEDED SURVEY CONTROL
 AA3530
 AA3530  ELLIP H (01/12/01) 1139.651  (m)                       GP(       ) 4 1
 AA3530  NAD 83(1992)-  31 24 42.20833(N)    110 51 23.51219(W) AD(       ) 1
 AA3530  ELLIP H (09/30/94) 1139.754  (m)                       GP(       ) 4 1
 AA3530  NGVD 29 (09/30/94) 1167.95   (m)         3831.8    (f) LEVELING    3  
 AA3530
 AA3530.Superseded values are not recommended for survey control.
 AA3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3530.See file dsdata.txt to determine how the superseded data were derived.
 AA3530
 AA3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV1363775242(NAD 83)
 AA3530_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3530_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3530_SP_SET: CONCRETE CATCH BASIN
 AA3530_STAMPING: OLS D 1994
 AA3530_MARK LOGO: NOS   
 AA3530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3530+STABILITY: SURFACE MOTION
 AA3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3530+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1997
 AA3530
 AA3530  HISTORY     - Date     Condition        Report By
 AA3530  HISTORY     - 1994     MONUMENTED       NOS
 AA3530  HISTORY     - 19970618 GOOD             NGS
 AA3530
 AA3530                          STATION DESCRIPTION
 AA3530
 AA3530'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3530'LOCATED AT THE NOGALES INTERNATIONAL AIRPORT, NORTHEAST OF THE CITY OF
 AA3530'NOGALES, ARIZONA WHICH IS 9 MI (14.5 KM) NORTHEAST OF THE JUNCTION OF
 AA3530'I-19 AND S.R. 82. MARK IS LOCATED IN THE SOUTHWEST SECTION OF THE
 AA3530'AIRPORT NEAR THE END OF RUNWAY 3 ON THE NORTH SIDE OF THE RUNWAY.
 AA3530'NOTE-NOGALES INTERNATIONAL AIRPORT IS AN CONTROLLED AIRFIELD AND
 AA3530'PERMISSION MUST BE GAINED BEFORE ENTERING THE FIELD.  CONTACT FOR THIS
 AA3530'SURVEY WAS AIRPORT MANAGER, NOGALES INTERNATIONAL AIRPORT, HCR BOX
 AA3530'197, NOGALES, AZ 85621.  PHONE (602) 287-8951. TO REACH FROM THE
 AA3530'TERMINAL BUILDING, PROCEED SOUTHEAST ACCROSS THE RAMP TO THE MAIN
 AA3530'TAXIWAY. TURN RIGHT HEADING SOUTHWEST ALONG TAXIWAY FOR 0.60 MI (0.97
 AA3530'KM) AND THE STATION ON THE LEFT BETWEEN THE RUNWAY AND THE TAXIWAY. IT
 AA3530'IS 290.0 FT (88.4 M) NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21, 101.7
 AA3530'FT (31.0 M) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY LEADING TO
 AA3530'RUNWAY END 3, 90.1 FT (27.5 M) SOUTHEAST OF THE CENTERLINE OF THE
 AA3530'PARALLEL TAXIWAY, AND IS SET IN THE SOUTHWEST EDGE OF A CONCRETE CATCH
 AA3530'BASIN. STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN TOP OF A
 AA3530'CONCRETE CATCH BASIN FLUSH WITH THE GROUND. DISK IS STAMPED - OLS D
 AA3530'1976.
 AA3530
 AA3530                          STATION RECOVERY (1997)
 AA3530
 AA3530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3530'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 AA3530'BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1920 ***********************************************************************
 CZ1920  DESIGNATION -  OLSON
 CZ1920  PID         -  CZ1920
 CZ1920  STATE/COUNTY-  AZ/PINAL
 CZ1920  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1920
 CZ1920                         *CURRENT SURVEY CONTROL
 CZ1920  ___________________________________________________________________
 CZ1920* NAD 83(1992)-  32 42 09.15725(N)    111 05 18.98862(W)     ADJUSTED  
 CZ1920* NAVD 88     -       909.8    (meters)    2985.     (feet)  VERTCON   
 CZ1920  ___________________________________________________________________
 CZ1920  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 CZ1920  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CZ1920  HORZ ORDER  -  SECOND
 CZ1920
 CZ1920.The horizontal coordinates were established by classical geodetic methods
 CZ1920.and adjusted by the National Geodetic Survey in August 1993.
 CZ1920
 CZ1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1920
 CZ1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1920
 CZ1920.The geoid height was determined by GEOID03.
 CZ1920
 CZ1920;                    North         East     Units Scale Factor Converg.
 CZ1920;SPC AZ C     -   189,069.513   290,996.742   MT  0.99997430   +0 26 50.7
 CZ1920;SPC AZ C     -   620,306.80    954,713.72   iFT  0.99997430   +0 26 50.7
 CZ1920;UTM  12      - 3,618,315.163   491,694.950   MT  0.99960085   -0 02 52.3
 CZ1920
 CZ1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1920!SPC AZ C     -   0.99986168  x   0.99997430  =   0.99983599
 CZ1920!UTM  12      -   0.99986168  x   0.99960085  =   0.99946259
 CZ1920
 CZ1920|---------------------------------------------------------------------|
 CZ1920| PID    Reference Object                     Distance      Geod. Az  |
 CZ1920|                                                           dddmmss.s |
 CZ1920| CH6013 OLSON RM 1                           10.470 METERS 15443     |
 CZ1920| CH6014 OLSON RM 2                            9.739 METERS 26003     |
 CZ1920| CZ1921 DURHAM                              APPROX. 4.6 KM 3244222.9 |
 CZ1920|---------------------------------------------------------------------|
 CZ1920
 CZ1920                          SUPERSEDED SURVEY CONTROL
 CZ1920
 CZ1920  NAD 83(1986)-  32 42 09.15123(N)    111 05 18.98596(W) AD(       ) 2
 CZ1920  NAD 27      -  32 42 08.89450(N)    111 05 16.59296(W) AD(       ) 2
 CZ1920  NGVD 29 (07/19/86)  909.2    (m)         2983.     (f) VERT ANG    3  
 CZ1920
 CZ1920.Superseded values are not recommended for survey control.
 CZ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1920.See file dsdata.txt to determine how the superseded data were derived.
 CZ1920
 CZ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9169518315(NAD 83)
 CZ1920_MARKER: DD = SURVEY DISK
 CZ1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1920
 CZ1920  HISTORY     - Date     Condition        Report By
 CZ1920  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1920
 CZ1920                          STATION DESCRIPTION
 CZ1920
 CZ1920'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1920'THE STATION IS ABOUT 28.5 MILES SOUTHEAST OF FLORENCE, 20 MILES
 CZ1920'NORTHWEST OF ORACLE AND ABOUT 1300 FEET EAST OF U.S. HWY. 80-89
 CZ1920'ON A SMALL HILL.
 CZ1920'
 CZ1920'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED OLSON 1977
 CZ1920'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT AND MARKED BY
 CZ1920'A WITNESS POST AND SIGN 4 FEET TO THE EAST NORTHEAST.
 CZ1920'
 CZ1920'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED OLSON
 CZ1920'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1920'
 CZ1920'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED OLSON
 CZ1920'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1920'
 CZ1920'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 287 AND
 CZ1920'U.S. HWY. 80-89, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH
 CZ1920'ON HWY. 80-89 TO MILE POST 104.40, TURN LEFT, EAST, AND GO TO A
 CZ1920'POWER LINE ROAD JUST PAST A RANCH HOUSE.  TURN LEFT, NORTH, ON
 CZ1920'POWER LINE ROAD FOR 0.55 MILE TO A SMALL HILL AND, ABOUT ON
 CZ1920'THE SUMMIT, TURN RIGHT FOR ABOUT 200 FT. AND THE STATION.
 CZ1920'STATION IS ABOUT 200 FEET WEST OF POWERLINE.
 CZ1920'
 CZ1920'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1123 ***********************************************************************
 CY1123  DESIGNATION -  OMON
 CY1123  PID         -  CY1123
 CY1123  STATE/COUNTY-  AZ/GRAHAM
 CY1123  USGS QUAD   -  TOLLGATE TANK (1985)
 CY1123
 CY1123                         *CURRENT SURVEY CONTROL
 CY1123  ___________________________________________________________________
 CY1123* NAD 83(1992)-  32 49 57.93728(N)    109 25 32.55666(W)     ADJUSTED  
 CY1123* NAVD 88     -      1211.8    (meters)    3976.     (feet)  VERTCON   
 CY1123  ___________________________________________________________________
 CY1123  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 CY1123  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CY1123  HORZ ORDER  -  FIRST
 CY1123
 CY1123.The horizontal coordinates were established by classical geodetic methods
 CY1123.and adjusted by the National Geodetic Survey in August 1993.
 CY1123
 CY1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1123
 CY1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1123
 CY1123.The geoid height was determined by GEOID03.
 CY1123
 CY1123;                    North         East     Units Scale Factor Converg.
 CY1123;SPC AZ E     -   203,449.228   282,728.973   MT  0.99995932   +0 24 06.3
 CY1123;SPC AZ E     -   667,484.34    927,588.49   iFT  0.99995932   +0 24 06.3
 CY1123;UTM  12      - 3,633,844.715   647,348.119   MT  0.99986771   +0 51 13.4
 CY1123
 CY1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1123!SPC AZ E     -   0.99981390  x   0.99995932  =   0.99977323
 CY1123!UTM  12      -   0.99981390  x   0.99986771  =   0.99968164
 CY1123
 CY1123:                Primary Azimuth Mark                     Grid Az
 CY1123:SPC AZ E     -  TOLLGATE                                 063 15 14.0
 CY1123:UTM  12      -  TOLLGATE                                 062 48 06.9
 CY1123
 CY1123|---------------------------------------------------------------------|
 CY1123| PID    Reference Object                     Distance      Geod. Az  |
 CY1123|                                                           dddmmss.s |
 CY1123| CY1126 TOLLGATE                            APPROX. 3.1 KM 0633920.3 |
 CY1123| CY1124 TARGET ABOUT 2 MI E OF OMON         APPROX. 3.0 KM 1064514.5 |
 CY1123| CC7907 OMON RM 1                             5.970 METERS 23459     |
 CY1123| CC7906 OMON AZ MK                                         2632404.3 |
 CY1123| CC7908 OMON RM 2                            10.266 METERS 33200     |
 CY1123|---------------------------------------------------------------------|
 CY1123
 CY1123                          SUPERSEDED SURVEY CONTROL
 CY1123
 CY1123  NAD 83(1986)-  32 49 57.93202(N)    109 25 32.55385(W) AD(       ) 1
 CY1123  NAD 27      -  32 49 57.69500(N)    109 25 30.29100(W) AD(       ) 1
 CY1123  NGVD 29 (07/19/86) 1211.1    (m)         3973.     (f) VERT ANG    3  
 CY1123
 CY1123.Superseded values are not recommended for survey control.
 CY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1123.See file dsdata.txt to determine how the superseded data were derived.
 CY1123
 CY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4734833845(NAD 83)
 CY1123_MARKER: DS = TRIANGULATION STATION DISK
 CY1123_SETTING: 80 = SET IN A BOULDER
 CY1123_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CY1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1123+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 CY1123
 CY1123  HISTORY     - Date     Condition        Report By
 CY1123  HISTORY     - 1945     MONUMENTED       CGS
 CY1123  HISTORY     - 1967     GOOD             AMS
 CY1123  HISTORY     - 1976     GOOD             NGS
 CY1123  HISTORY     - 20060709 GOOD             USPSQD
 CY1123
 CY1123                          STATION DESCRIPTION
 CY1123
 CY1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1123'STATION IS LOCATED ON THE TOP OF THE FIRST ROUNDED KNOB
 CY1123'ABOUT 250 YARDS NE OF THE SW END OF A LOW ROCKY RIDGE WHICH
 CY1123'EXTENDS INTO THE VALLEY FROM THE HIGHER MOUNTAINS TO THE E.
 CY1123'IT IS ABOUT 17 MILES (AIR LINE) SSW OF CLIFTON, 12 MILES E
 CY1123'OF SOLOMONSVILLE, AND 1/4 MILE SE OF U.S. HIGHWAY 666.
 CY1123'
 CY1123'TO REACH STATION FROM THE POST OFFICE IN SOLOMONSVILLE, GO
 CY1123'E ON U.S. HIGHWAYS 70 AND 666 FOR 2.1 MILES TO A FORK.  TURN
 CY1123'LEFT ON U.S. HIGHWAY 666 FOR 7.9 MILES TO THE END OF THE
 CY1123'PAVEMENT.  CONTINUE ON THE HIGHWAY FOR 1.8 MILES TO THE AZIMUTH
 CY1123'MARK ON THE LEFT.  CONTINUE FOR 0.7 MILE TO A TRAIL ROAD
 CY1123'FORKING TO THE RIGHT.  TURN RIGHT AND GO 0.2 MILE TO THE
 CY1123'CORRALS AT THE W BASE OF A ROCKY RIDGE.  FROM HERE PACK TO
 CY1123'TOP OF RIDGE AND THEN E ALONG THE TOP FOR ABOUT 200 YARDS
 CY1123'TO THE STATION.  A 15-MINUTE PACK.
 CY1123'
 CY1123'STATION MARK IS A BRONZE STATION DISK SET 1 INCH BELOW THE
 CY1123'SURFACE OF A BOULDER WHICH PROJECTS 3/4 FOOT ABOVE THE GROUND.
 CY1123'IT IS STAMPED OMON 1945.
 CY1123'
 CY1123'REFERENCE MARK 1 IS SW OF THE STATION AND ABOUT 1/2 FOOT
 CY1123'HIGHER.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER WHICH
 CY1123'PROJECTS 2 FEET ABOVE THE GROUND AND IS STAMPED OMON NO 1
 CY1123'1945.
 CY1123'
 CY1123'REFERENCE MARK 2 IS NNW OF THE STATION AND ABOUT 1 FOOT
 CY1123'HIGHER.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER WHICH
 CY1123'PROJECTS 1 FOOT ABOVE THE GROUND AND IS STAMPED OMON NO 2
 CY1123'1945.
 CY1123'
 CY1123'AZIMUTH MARK IS 1 MILE W OF THE STATION.  IT IS 38 FEET
 CY1123'NW OF THE CENTER OF U.S. HIGHWAY 666, 30-1/4 FEET SW OF
 CY1123'WOODEN TELEPHONE POST 821, AND 6-1/2 FEET SSW OF A 4 INCH
 CY1123'SQUARE WHITE WITNESS POST.  IT IS A BRONZE BENCH-MARK DISK
 CY1123'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 9 INCHES ABOVE
 CY1123'THE GROUND AND IS STAMPED T 40 1934.
 CY1123
 CY1123                          STATION RECOVERY (1967)
 CY1123
 CY1123'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1123'STATION OMON USC AND GS 1945 IS LOCATED APPROX 16.6 AIR MILES
 CY1123'(ESE) OF SAFFORD ARIZONA.  AND 11.8 AIR MILES (ESE) OF SAN
 CY1123'JOSE, ARIZONA.
 CY1123'
 CY1123'TO REACH FROM SAFFORD, ARIZONA GO EAST ON U.S. 70 TO JUNCTION
 CY1123'OF U.S. 70 AND U.S. 666.  GO NORTH ON U.S. 666 FOR 8.4 MILES
 CY1123'TO INTERSECTION OF OLD HIGHWAY.  MAKE A RIGHT (SE) AND GO THRU
 CY1123'GATE.  GO ON THIS ROAD FOR 0.5 MILES TO A FORK.  GO LEFT
 CY1123'(NE) AT FORK FOR 0.1 MI TO A GATE ON THE LEFT, GO THROUGH
 CY1123'GATE AND STATION IS DIRECTLY IN FRONT.  GO AROUND HILL TO THE
 CY1123'RIGHT (NE) FOR APPROXIMATELY 0.2 MI AND CLIMB HILL.  10
 CY1123'MINUTE PACK.
 CY1123'
 CY1123'STATION IS A USC AND GS BRONZE TRIANGULATION STATION DISK
 CY1123'SET IN A LARGE BOULDER WHICH PROTRUDES 0.5 FT ABOVE GROUND
 CY1123'AND IS STAMPED OMON 1945.
 CY1123'
 CY1123'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A
 CY1123'BOULDER WHICH PROTRUDES 1.4 FT ABOVE GROUND AND IS STAMPED
 CY1123'OMON NO 1 1945.  FROM THE STATION IT IS (SW) ON A MAG AZ OF
 CY1123'225 DEG AT A DISTANCE OF 33.711 FT AND A DE OF +1.64 FT.
 CY1123'
 CY1123'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A BOULDER
 CY1123'WHICH PROTRUDES 0.7 FT ABOVE GROUND AND STAMPED OMON NO 2 1945.
 CY1123'FROM THE STATION IT IS (NW) ON A MAG AZ OF 321 DEG AT A
 CY1123'DISTANCE OF 19.603 FT AND A DE OF +2.48 FEET.
 CY1123'
 CY1123'AZIMUTH MARK IS A USC AND GS BRONZE BM DISK SET IN A 10 IN
 CY1123'X 10 IN CONCRETE POST WHICH PROTRUDES 3 IN ABOVE THE GROUND
 CY1123'AND STAMPED T40 1934.  FROM THE STATION IT IS LOCATED 1 MI
 CY1123'(W) ON U.S. 666 (OLD).  THE BM IS 38.058 FT (N) OF THE CENTERLINE
 CY1123'OF THE OLD ROAD, 30.184 FT FROM A TELEPHONE POLE AND 6.463 FT
 CY1123'FROM A 4 IN X 4 IN WITNESS POST.
 CY1123'
 CY1123'CONDITION OF ALL MARKERS IS EXCELLENT.  VIEW IS GOOD IN
 CY1123'ALL DIRECTIONS.
 CY1123
 CY1123                          STATION RECOVERY (1976)
 CY1123
 CY1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1123'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CY1123'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  OWING TO ROAD
 CY1123'REALIGNMENT THE AZIMUTH MARK IS DIFFICULT TO REACH AND STATION
 CY1123'TOLLGATE IS SUGGESTED FOR USE.  THE DISTANCE SHOWN IS A GEODIMETER
 CY1123'LENGTH REDUCED TO GEODETIC.
 CY1123'
 CY1123'THE PUBLISHED ROUTE TO THE STATION IS ADEQUATE.
 CY1123'
 CY1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16.6 MILES ESE OF
 CY1123'SAFFORD.
 CY1123'
 CY1123'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1123
 CY1123                          STATION RECOVERY (2006)
 CY1123
 CY1123'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 CY1123'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1029 ***********************************************************************
 ES1029  DESIGNATION -  ONION
 ES1029  PID         -  ES1029
 ES1029  STATE/COUNTY-  AZ/YAVAPAI
 ES1029  USGS QUAD   -  MIDDLE VERDE (1969)
 ES1029
 ES1029                         *CURRENT SURVEY CONTROL
 ES1029  ___________________________________________________________________
 ES1029* NAD 83(1992)-  34 33 12.55181(N)    111 59 53.34966(W)     ADJUSTED  
 ES1029* NAVD 88     -      1747.0    (meters)    5732.     (feet)  VERTCON   
 ES1029  ___________________________________________________________________
 ES1029  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ES1029  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ES1029  HORZ ORDER  -  SECOND
 ES1029
 ES1029.The horizontal coordinates were established by classical geodetic methods
 ES1029.and adjusted by the National Geodetic Survey in August 1993.
 ES1029
 ES1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1029
 ES1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1029
 ES1029.The geoid height was determined by GEOID03.
 ES1029
 ES1029;                    North         East     Units Scale Factor Converg.
 ES1029;SPC AZ C     -   394,047.556   205,881.856   MT  0.99990069   -0 02 46.4
 ES1029;SPC AZ C     - 1,292,806.94    675,465.41   iFT  0.99990069   -0 02 46.4
 ES1029;UTM  12      - 3,823,980.701   408,423.241   MT  0.99970337   -0 33 58.2
 ES1029
 ES1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1029!SPC AZ C     -   0.99972991  x   0.99990069  =   0.99963062
 ES1029!UTM  12      -   0.99972991  x   0.99970337  =   0.99943336
 ES1029
 ES1029|---------------------------------------------------------------------|
 ES1029| PID    Reference Object                     Distance      Geod. Az  |
 ES1029|                                                           dddmmss.s |
 ES1029| CH3826 ONION RM 1                            4.205 METERS 06852     |
 ES1029| ES0600 HANCE                               APPROX. 2.9 KM 1425839.9 |
 ES1029| CH3827 ONION RM 2                            4.833 METERS 17850     |
 ES1029|---------------------------------------------------------------------|
 ES1029
 ES1029                          SUPERSEDED SURVEY CONTROL
 ES1029
 ES1029  NAD 83(1986)-  34 33 12.54721(N)    111 59 53.34757(W) AD(       ) 2
 ES1029  NAD 27      -  34 33 12.45280(N)    111 59 50.78570(W) AD(       ) 2
 ES1029  NGVD 29 (07/19/86) 1746.2    (m)         5729.     (f) VERT ANG    3  
 ES1029
 ES1029.Superseded values are not recommended for survey control.
 ES1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1029.See file dsdata.txt to determine how the superseded data were derived.
 ES1029
 ES1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0842323981(NAD 83)
 ES1029_MARKER: DS = TRIANGULATION STATION DISK
 ES1029_SETTING: 66 = SET IN ROCK OUTCROP
 ES1029
 ES1029  HISTORY     - Date     Condition        Report By
 ES1029  HISTORY     - 1959     MONUMENTED       CGS
 ES1029  HISTORY     - 1980     GOOD             AZDT
 ES1029
 ES1029                          STATION DESCRIPTION
 ES1029
 ES1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1029'THE STATION IS ABOUT 9 MILES WEST OF CAMP VERDE, 7.5 MILES WEST
 ES1029'OF THE JUNCTION OF ARIZONA STATE HIGHWAYS 279 AND 79 AND 2
 ES1029'MILES NORTHWEST OF STATE HIGHWAY 79.  IT IS ON THE MIDDLE HILL OF
 ES1029'THREE ROUND, TREE COVERED HILLS OF THE SAME ELEVATION.
 ES1029'
 ES1029'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 279
 ES1029'AND 79, GO IN A SOUTHWESTERLY DIRECTION ON STATE HIGHWAY 79 FOR
 ES1029'8.6 MILES TO A TRACK ROAD AND A METAL GATE ON THE RIGHT.  TURN
 ES1029'RIGHT, PASSING THROUGH THE GATE, AND FOLLOW A TRACK ROAD
 ES1029'NORTHWEST FOR 2.8 MILES TO THE END OF TRUCK TRAVEL.  PACK NORTH
 ES1029'UP A SLIGHT RISE FOR ABOUT 0.2 MILE TO THE STATION.  IT IS A
 ES1029'10 MINUTE PACK.
 ES1029'
 ES1029'THE STATION IS A STANDARD DISK, STAMPED ONION 1959, CEMENTED IN A
 ES1029'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES.  IT IS
 ES1029'42.4 FEET WEST OF A CAIRN AND 4.5 FEET NORTHWEST OF A WITNESS POST.
 ES1029'
 ES1029'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ONION NO 1 1959,
 ES1029'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 ES1029'8 INCHES AND IS 13.5 FEET NORTHEAST OF THE WITNESS POST.
 ES1029'
 ES1029'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ONION NO 2 1959,
 ES1029'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6
 ES1029'INCHES AND IS 12.8 FEET SOUTH OF THE WITNESS POST.
 ES1029'
 ES1029'TRIANGULATION STATION HANCE CAN BE USED FOR AN AZIMUTH MARK, SEE
 ES1029'THE DESCRIPTION THEREOF.
 ES1029
 ES1029                          STATION RECOVERY (1980)
 ES1029
 ES1029'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ES1029'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 ES1029'FOUND IN GOOD CONDITION.  A NEW ROUTE TO STATION FOLLOWS.
 ES1029'
 ES1029'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, TRAVEL WEST
 ES1029'AND NORTHWEST ON ROAD TO COTTONWOOD FOR 2.3 MILES TO I 17 AND SR 279
 ES1029'TRAFFIC INTERCHANGE.  TURN LEFT ALONG I 17 AND TRAVEL SOUTH 9.1 MILES
 ES1029'TO CHERRY ROAD AND SR 169.  TRAVEL WEST ALONG SR 169 FOR 0.5 MILE TO A
 ES1029'DIRT ROAD RIGHT.  TURN RIGHT PASSING OVER A CATTLE GUARD AND TRAVEL
 ES1029'NORTHEAST FOR 1.35 MILES TO A TRACK ROAD LEFT.  TURN LEFT NORTHWEST
 ES1029'FOR 1.85 MILES TO A STOCK TANK ON THE LEFT, CONTINUE AHEAD FOR 0.65
 ES1029'MILE TO A SHARP LEFT TURN IN ROAD AT TOP OF RIDGE AND END OF TRUCK
 ES1029'TRAVEL.  PACK NORTHEAST ALONG THE RIDGE ABOUT 1500 FEET TO THE STATION
 ES1029'ON HIGH POINT OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2093 ***********************************************************************
 AB2093  DESIGNATION -  OOMAW
 AB2093  PID         -  AB2093
 AB2093  STATE/COUNTY-  AZ/NAVAJO
 AB2093  USGS QUAD   -  BIG MOUNTAIN DAM (1967)
 AB2093
 AB2093                         *CURRENT SURVEY CONTROL
 AB2093  ___________________________________________________________________
 AB2093* NAD 83(2007)-  36 14 07.88929(N)    110 29 51.57773(W)     ADJUSTED  
 AB2093* NAVD 88     -      2127.6    (meters)    6980.     (feet)  GPS OBS   
 AB2093  ___________________________________________________________________
 AB2093  EPOCH DATE  -        2007.00
 AB2093  X           -  -1,804,174.054 (meters)                     COMP
 AB2093  Y           -  -4,826,083.434 (meters)                     COMP
 AB2093  Z           -   3,750,548.149 (meters)                     COMP
 AB2093  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 AB2093  ELLIP HEIGHT-        2106.501 (meters)          (02/10/07) ADJUSTED
 AB2093  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 AB2093
 AB2093  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2093  Type    PID    Designation                      North   East  Ellip
 AB2093  -------------------------------------------------------------------
 AB2093  NETWORK AB2093 OOMAW                             2.94   2.23   7.60
 AB2093  -------------------------------------------------------------------
 AB2093
 AB2093.The horizontal coordinates were established by GPS observations
 AB2093.and adjusted by the National Geodetic Survey in February 2007.
 AB2093
 AB2093.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2093.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2093.The horizontal coordinates are valid at the epoch date displayed above.
 AB2093.The epoch date for horizontal control is a decimal equivalence
 AB2093.of Year/Month/Day.
 AB2093
 AB2093.The orthometric height was determined by GPS observations and a
 AB2093.high-resolution geoid model.
 AB2093
 AB2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2093
 AB2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2093
 AB2093.The ellipsoidal height was determined by GPS observations
 AB2093.and is referenced to NAD 83.
 AB2093
 AB2093.The geoid height was determined by GEOID03.
 AB2093
 AB2093;                    North         East     Units Scale Factor Converg.
 AB2093;SPC AZ E     -   580,695.186   183,608.294   MT  0.99991090   -0 11 44.4
 AB2093;SPC AZ E     - 1,905,167.93    602,389.42   iFT  0.99991090   -0 11 44.4
 AB2093;UTM  12      - 4,010,189.082   545,139.836   MT  0.99962511   +0 17 49.0
 AB2093
 AB2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2093!SPC AZ E     -   0.99966950  x   0.99991090  =   0.99958043
 AB2093!UTM  12      -   0.99966950  x   0.99962511  =   0.99929474
 AB2093
 AB2093                          SUPERSEDED SURVEY CONTROL
 AB2093
 AB2093  NAD 83(1992)-  36 14 07.88881(N)    110 29 51.57689(W) AD(       ) 1
 AB2093  ELLIP H (03/15/96) 2106.562  (m)                       GP(       ) 4 1
 AB2093
 AB2093.Superseded values are not recommended for survey control.
 AB2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2093.See file dsdata.txt to determine how the superseded data were derived.
 AB2093
 AB2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4514010189(NAD 83)
 AB2093_MARKER: DD = SURVEY DISK
 AB2093_SETTING: 80 = SET IN A BOULDER
 AB2093_STAMPING: OOMAW
 AB2093_MARK LOGO: NOS   
 AB2093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2093+STABILITY: SURFACE MOTION
 AB2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2093+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2093
 AB2093  HISTORY     - Date     Condition        Report By
 AB2093  HISTORY     - 1995     MONUMENTED       NGS
 AB2093
 AB2093                          STATION DESCRIPTION
 AB2093
 AB2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AB2093'THE STATION IS LOCATED ON HOPI TRIBAL LAND ABOUT 2 MILES (3.2 KM) EAST
 AB2093'OF RUIN HILL ON ROCKY RIDGE, ON A SANDSTONE PROMONTORY.  THE STATION
 AB2093'IS AN NOS BRONZE DISK STAMPED---OOMAW 1995--- SET IN A DRILL HOLE ON
 AB2093'THE FLAT TOP OF A LARGE SANDSTONE BOULDER, BROWNISH IN COLOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7993 ***********************************************************************
 DK7993  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7993  DESIGNATION -  OP 27 R
 DK7993  PID         -  DK7993
 DK7993  STATE/COUNTY-  AZ/GILA
 DK7993  USGS QUAD   -  GLOBE (1982)
 DK7993
 DK7993                         *CURRENT SURVEY CONTROL
 DK7993  ___________________________________________________________________
 DK7993* NAD 83(2007)-  33 23 35.51091(N)    110 52 17.63406(W)     ADJUSTED  
 DK7993* NAVD 88     -      1108.66   (meters)    3637.3    (feet)  GPS OBS   
 DK7993  ___________________________________________________________________
 DK7993  EPOCH DATE  -        2007.00
 DK7993  X           -  -1,899,476.971 (meters)                     COMP
 DK7993  Y           -  -4,981,655.521 (meters)                     COMP
 DK7993  Z           -   3,491,045.274 (meters)                     COMP
 DK7993  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 DK7993  ELLIP HEIGHT-        1081.174 (meters)          (01/09/09) ADJUSTED
 DK7993  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DK7993  HORZ ORDER  -  B
 DK7993  ELLP ORDER  -  FOURTH    CLASS II
 DK7993
 DK7993.The horizontal coordinates were established by GPS observations
 DK7993.and adjusted by the National Geodetic Survey in January 2009.
 DK7993
 DK7993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7993.The horizontal coordinates are valid at the epoch date displayed above.
 DK7993.The epoch date for horizontal control is a decimal equivalence
 DK7993.of Year/Month/Day.
 DK7993
 DK7993.The orthometric height was determined by GPS observations and a
 DK7993.high-resolution geoid model.
 DK7993.The orthometric height was determined by GPS observations and a
 DK7993.high-resolution geoid model using precise GPS observation and
 DK7993.processing techniques.
 DK7993
 DK7993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7993
 DK7993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7993
 DK7993.The ellipsoidal height was determined by GPS observations
 DK7993.and is referenced to NAD 83.
 DK7993
 DK7993.The geoid height was determined by GEOID03.
 DK7993
 DK7993;                    North         East     Units Scale Factor Converg.
 DK7993;SPC AZ E     -   265,577.932   147,784.629   MT  0.99995300   -0 23 16.7
 DK7993;SPC AZ E     -   871,318.67    484,857.71   iFT  0.99995300   -0 23 16.7
 DK7993;UTM  12      - 3,694,885.599   511,944.365   MT  0.99960176   +0 04 14.5
 DK7993
 DK7993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7993!SPC AZ E     -   0.99983029  x   0.99995300  =   0.99978330
 DK7993!UTM  12      -   0.99983029  x   0.99960176  =   0.99943212
 DK7993
 DK7993                          SUPERSEDED SURVEY CONTROL
 DK7993
 DK7993.No superseded survey control is available for this station.
 DK7993
 DK7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1194494886(NAD 83)
 DK7993_MARKER: F = FLANGE-ENCASED ROD
 DK7993_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7993+WITH SETTING: INFORMATION.
 DK7993_STAMPING: OP 27 R
 DK7993_MARK LOGO: NGS   
 DK7993_PROJECTION: RECESSED 15 CENTIMETERS
 DK7993_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7993+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7993_ROD/PIPE-DEPTH:  2.4 meters
 DK7993_SLEEVE-DEPTH  :  0.9 meters
 DK7993
 DK7993  HISTORY     - Date     Condition        Report By
 DK7993  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7993
 DK7993                          STATION DESCRIPTION
 DK7993
 DK7993'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7993'STARTING AT THE INTERSECTION OF US 60 AND SR 188, IN CLAYPOOL, ARIZONA
 DK7993'PROCEED WEST 2.9MILES TO FORREST AVE. PROCEED SOUTH ON FORREST AVE
 DK7993'SOUTH AND WEST CLIMBING THE HILL TO FRANZ AVE. PROCEED SOUTH ON FRANZ
 DK7993'AVE TO MERRITT ST. PROCEED WEST ON MERRIT ST TO WENTWORTH AVE. PROCEED
 DK7993'SOUTH ON WENTWORTH TO END OF PAVEMENT. CONTINUE ON DIRT ROAD TO WATER
 DK7993'TANKS AT TOP OF HILL. MONUMENT IS STAINLESS STEEL ROD IN HAND HOLE 100
 DK7993'FT NORTH OF WATER TANK, 15 FT WEST OF ROAD LEADING UP TO TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1893 ***********************************************************************
 CZ1893  DESIGNATION -  ORACLE HILL
 CZ1893  PID         -  CZ1893
 CZ1893  STATE/COUNTY-  AZ/PINAL
 CZ1893  USGS QUAD   -  ORACLE (1988)
 CZ1893
 CZ1893                         *CURRENT SURVEY CONTROL
 CZ1893  ___________________________________________________________________
 CZ1893* NAD 83(1992)-  32 35 31.34688(N)    110 46 11.57827(W)     ADJUSTED  
 CZ1893* NAVD 88     -      1577.9    (meters)    5177.     (feet)  VERTCON   
 CZ1893  ___________________________________________________________________
 CZ1893  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 CZ1893  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CZ1893  HORZ ORDER  -  SECOND
 CZ1893
 CZ1893.The horizontal coordinates were established by classical geodetic methods
 CZ1893.and adjusted by the National Geodetic Survey in August 1993.
 CZ1893
 CZ1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1893
 CZ1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1893
 CZ1893.The geoid height was determined by GEOID03.
 CZ1893
 CZ1893;                    North         East     Units Scale Factor Converg.
 CZ1893;SPC AZ C     -   177,093.416   321,013.397   MT  1.00004286   +0 37 04.0
 CZ1893;SPC AZ C     -   581,015.14  1,053,193.56   iFT  1.00004286   +0 37 04.0
 CZ1893;UTM  12      - 3,606,085.384   521,594.993   MT  0.99960575   +0 07 26.2
 CZ1893
 CZ1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1893!SPC AZ C     -   0.99975672  x   1.00004286  =   0.99979957
 CZ1893!UTM  12      -   0.99975672  x   0.99960575  =   0.99936256
 CZ1893
 CZ1893:                Primary Azimuth Mark                     Grid Az
 CZ1893:SPC AZ C     -  SIGNAL                                   008 52 30.8
 CZ1893:UTM  12      -  SIGNAL                                   009 22 08.6
 CZ1893
 CZ1893|---------------------------------------------------------------------|
 CZ1893| PID    Reference Object                     Distance      Geod. Az  |
 CZ1893|                                                           dddmmss.s |
 CZ1893| CZ1889 SIGNAL                              APPROX.14.1 KM 0092934.8 |
 CZ1893| CR7597 ORACLE HILL RM 2                      7.796 METERS 06055     |
 CZ1893| CC7912 ORACLE HILL RM 1                      3.780 METERS 33231     |
 CZ1893|---------------------------------------------------------------------|
 CZ1893
 CZ1893                          SUPERSEDED SURVEY CONTROL
 CZ1893
 CZ1893  NAD 83(1986)-  32 35 31.34384(N)    110 46 11.57413(W) AD(       ) 2
 CZ1893  NAD 27      -  32 35 31.08662(N)    110 46 09.21235(W) AD(       ) 2
 CZ1893  NGVD 29 (07/19/86) 1577.1    (m)         5174.     (f) VERT ANG    3  
 CZ1893
 CZ1893.Superseded values are not recommended for survey control.
 CZ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1893.See file dsdata.txt to determine how the superseded data were derived.
 CZ1893
 CZ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2159506085(NAD 83)
 CZ1893_MARKER: DD = SURVEY DISK
 CZ1893_SETTING: 80 = SET IN A BOULDER
 CZ1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1893+STABILITY: SURFACE MOTION
 CZ1893
 CZ1893  HISTORY     - Date     Condition        Report By
 CZ1893  HISTORY     - 1946     MONUMENTED       USGS
 CZ1893  HISTORY     - 1977     GOOD             USGS
 CZ1893
 CZ1893                          STATION DESCRIPTION
 CZ1893
 CZ1893'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1893'LOCATED ABOUT 1.15 MI S. OF ORACLE.  ON LOW ROUND HILL JUST ABOVE
 CZ1893'OLD MINE LOCALLY KNOWN AS ORACLE HILL.
 CZ1893'
 CZ1893'TO REACH FROM ORACLE POST OFFICE, GO 1.3 MI S. ON DIRT RD. ALONG
 CZ1893'EAST SIDE OF POST OFFICE TO OLD MINE AND END OF TRUCK TRAVEL.
 CZ1893'PACK S. UP HILL ON DIM TRAIL TO TOP AND STATION.  A 10-MINUTE
 CZ1893'PACK.
 CZ1893'
 CZ1893'STATION MARK--STANDARD TABLET STAMPED---ORACLE HILL 1946---, SET IN
 CZ1893'ROCK AT HIGHEST POINT OF HILL.
 CZ1893'
 CZ1893'RM 1--CHISELED CROSS ON ROCK.
 CZ1893'
 CZ1893'RM 2--CHISELED CROSS ON ROCK.
 CZ1893
 CZ1893                          STATION RECOVERY (1977)
 CZ1893
 CZ1893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (TT)
 CZ1893'THE STATION IS ABOUT 1.2 MILES SOUTH OF ORACLE ON THE HIGHEST
 CZ1893'POINT OF A HILL ABOVE AN OLD MINE, LOCALLY KNOWN AS ORACLE HILL.
 CZ1893'
 CZ1893'THE STATION IS AN USGS STANDARD BENCH MARK DISK STAMPED ORACLE
 CZ1893'HILL 1946 AND IS SET IN A SMALL BOULDER 6 FEET EAST AND ABOUT 2
 CZ1893'FEET LOWER THAN HIGHEST POINT OF HILL.
 CZ1893'
 CZ1893'REFERENCE MARK 1 IS A CHISELLED CROSS IN A BOULDER, THE
 CZ1893'SECOND BOULDER OF A CLUSTER OF FOUR.
 CZ1893'
 CZ1893'TO REACH THE STATION FROM THE POST OFFICE IN ORACLE, GO WEST
 CZ1893'ON HWY. FOR 0.21 MILE TO A PAVED ROAD ON THE LEFT, TAKE PAVED
 CZ1893'ROAD FOR 0.10 MILE TO A CHURCH ON THE RIGHT AND A T ROAD ON
 CZ1893'THE LEFT.  TURN LEFT AND GO 0.10 MILE TO A PAVED ROAD ON THE
 CZ1893'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A THREE WAY FORK
 CZ1893'IN PAVED ROAD, TAKE RIGHT FORK AND GO 0.24 MILE TO END OF
 CZ1893'PAVEMENT.  CONTINUE ON DIRT ROAD FOR 0.05 MILE TO CROSS ROADS
 CZ1893'AND A CHAIN LINK FENCE ON THE RIGHT.  AT THIS POINT, TURN RIGHT
 CZ1893'AND GO 0.10 MILE TO A FORK IN THE ROAD, TAKE LEFT FORK FOR
 CZ1893'APPROX. 50 YDS. TO A GATE WITH A TRAILER HOUSE ON THE RIGHT.
 CZ1893'PASS THROUGH GATE AND GO 0.10 MILE TO A ROAD FORK, TAKE LEFT
 CZ1893'FORK AND GO 0.2 MILE TO ANOTHER FENCE AND GATE, GO THROUGH
 CZ1893'GATE FOR 0.24 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.10
 CZ1893'MILE TO END OF TRUCK TRAVEL.  PACK SOUTHWEST TO TOP OF HILL AND
 CZ1893'STATION.  A FOUR WHEEL DRIVE REQUIRED AND A 15 MINUTE PACK.
 CZ1893'
 CZ1893'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0758 ***********************************************************************
 FQ0758  DESIGNATION -  ORAIBI
 FQ0758  PID         -  FQ0758
 FQ0758  STATE/COUNTY-  AZ/NAVAJO
 FQ0758  USGS QUAD   -  HOTEVILLA (1991)
 FQ0758
 FQ0758                         *CURRENT SURVEY CONTROL
 FQ0758  ___________________________________________________________________
 FQ0758* NAD 83(1992)-  35 54 21.57146(N)    110 41 57.82200(W)     ADJUSTED  
 FQ0758* NAVD 88     -      2007.3    (meters)    6586.     (feet)  VERTCON   
 FQ0758  ___________________________________________________________________
 FQ0758  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 FQ0758  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 FQ0758  HORZ ORDER  -  FIRST
 FQ0758
 FQ0758.The horizontal coordinates were established by classical geodetic methods
 FQ0758.and adjusted by the National Geodetic Survey in August 1993.
 FQ0758
 FQ0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0758
 FQ0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0758
 FQ0758.The geoid height was determined by GEOID03.
 FQ0758
 FQ0758;                    North         East     Units Scale Factor Converg.
 FQ0758;SPC AZ E     -   544,214.091   165,274.897   MT  0.99992848   -0 18 44.7
 FQ0758;SPC AZ E     - 1,785,479.30    542,240.48   iFT  0.99992848   -0 18 44.7
 FQ0758;UTM  12      - 3,973,563.412   527,124.971   MT  0.99960907   +0 10 34.7
 FQ0758
 FQ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0758!SPC AZ E     -   0.99968854  x   0.99992848  =   0.99961704
 FQ0758!UTM  12      -   0.99968854  x   0.99960907  =   0.99929773
 FQ0758
 FQ0758:                Primary Azimuth Mark                     Grid Az
 FQ0758:SPC AZ E     -  ORAIBI AZ MK                             076 58 33.5
 FQ0758:UTM  12      -  ORAIBI AZ MK                             076 29 14.1
 FQ0758
 FQ0758|---------------------------------------------------------------------|
 FQ0758| PID    Reference Object                     Distance      Geod. Az  |
 FQ0758|                                                           dddmmss.s |
 FQ0758| CD4607 ORAIBI AZ MK                                       0763948.8 |
 FQ0758| CD4608 ORAIBI RM 1                           6.846 METERS 15537     |
 FQ0758| CD4609 ORAIBI RM 2                           5.809 METERS 25215     |
 FQ0758|---------------------------------------------------------------------|
 FQ0758
 FQ0758                          SUPERSEDED SURVEY CONTROL
 FQ0758
 FQ0758  NAD 83(1986)-  35 54 21.57307(N)    110 41 57.81853(W) AD(       ) 1
 FQ0758  NAD 27      -  35 54 21.55700(N)    110 41 55.31700(W) AD(       ) 1
 FQ0758  NGVD 29 (07/19/86) 2006.4    (m)         6583.     (f) VERT ANG    3  
 FQ0758
 FQ0758.Superseded values are not recommended for survey control.
 FQ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0758.See file dsdata.txt to determine how the superseded data were derived.
 FQ0758
 FQ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE2712573563(NAD 83)
 FQ0758_MARKER: DS = TRIANGULATION STATION DISK
 FQ0758_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0758
 FQ0758  HISTORY     - Date     Condition        Report By
 FQ0758  HISTORY     - 1951     MONUMENTED       CGS
 FQ0758  HISTORY     - 1955     GOOD             CGS
 FQ0758  HISTORY     - 1960     GOOD             CGS
 FQ0758  HISTORY     - 1965     GOOD             USGS
 FQ0758  HISTORY     - 1974     GOOD             AZHD
 FQ0758
 FQ0758                          STATION DESCRIPTION
 FQ0758
 FQ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0758'THE STATION IS LOCATED ON THE SUMMIT OF ORAIBI MESA ABOUT 1-1/2
 FQ0758'MILES SOUTHWEST OF THE MESA TOP VILLAGE OF HOTEVILLA.  IT IS
 FQ0758'ABOUT 5 MILES AIRLINE NORTHWEST OF ORAIBI, ABOUT 35 MILES
 FQ0758'AIRLINE SOUTHEAST OF TUBA CITY, AND ABOUT 18 MILES AIRLINE
 FQ0758'WEST-NORTHWEST OF POLACCA.
 FQ0758'
 FQ0758'THE STATION IS 22 FEET NORTHEAST OF A 20-FOOT CLIFF.  IT IS
 FQ0758'A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 FQ0758'6 INCHES.  THE DISK IS STAMPED--ORAIBI 1951.
 FQ0758'
 FQ0758'REFERENCE MARK NUMBER ONE IS ABOUT 1 FOOT LOWER THAN THE
 FQ0758'STATION AND 8 FEET NORTHEAST OF THE 20-FOOT CLIFF.  IT IS A
 FQ0758'STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 FQ0758'4 INCHES.  THE DISK IS STAMPED--ORAIBI NO 1 1951.
 FQ0758'
 FQ0758'REFERENCE MARK NUMBER TWO IS 1-1/2 FEET LOWER THAN THE STATION
 FQ0758'AND 10 FEET NORTHEAST OF A 20-FOOT CLIFF.  IT IS A STANDARD
 FQ0758'DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.
 FQ0758'THE DISK IS STAMPED--ORAIBI NO 2 1951.
 FQ0758'
 FQ0758'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTHWEST SIDE OF THE
 FQ0758'ROAD BETWEEN HOTEVILLA AND ORAIBI.  IT IS 21 FEET SOUTHWEST
 FQ0758'OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF A 3-FOOT CAIRN.
 FQ0758'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 FQ0758'PROJECTS 10 INCHES.  THE DISK IS STAMPED--ORAIBI 1951.
 FQ0758'TO REACH THE MARK FROM THE STATION GO SOUTHEAST FOR 0.4 MILE
 FQ0758'TO A FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE TO A FORK.
 FQ0758'TAKE THE LEFT FORK AND GO 0.2 MILE TO A FORK.  TAKE THE RIGHT
 FQ0758'FORK AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 FQ0758'0.5 MILE TO THE ROAD BETWEEN HOTEVILLA AND ORAIBI.  TURN
 FQ0758'LEFT AND GO 0.05 MILE TO THE MARK ON THE LEFT.
 FQ0758'
 FQ0758'TO REACH THE STATION FROM HOTEVILLA GO SOUTHEAST AS PER SIGN
 FQ0758'KEAMS CANYON AND GO 1.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT,
 FQ0758'SOUTHWEST, AND GO 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK
 FQ0758'AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK, SOUTHWEST, AND
 FQ0758'GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK, WEST, AND GO
 FQ0758'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE TO THE
 FQ0758'HIGHEST POINT OF THE MESA AND THE STATION.
 FQ0758'
 FQ0758'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 FQ0758
 FQ0758                          STATION RECOVERY (1955)
 FQ0758
 FQ0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0758'THE STATION MARK, TWO REFERENCE MARKS, AND THE AZIMUTH MARK
 FQ0758'WERE RECOVERED IN GOOD CONDITION.  DISTANCES TO THE REFERENCE
 FQ0758'MARKS CHECK THE ORIGINAL MEASUREMENTS.  THE ORIGINAL DESCRIPTION
 FQ0758'IS COMPLETE AND ADEQUATE.
 FQ0758
 FQ0758                          STATION RECOVERY (1960)
 FQ0758
 FQ0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 FQ0758'THE STATION WAS RECOVERED WITH ALL MARKS FOUND IN GOOD CONDITION.
 FQ0758'A NEW TO REACH FOLLOWS--
 FQ0758'
 FQ0758'FROM THE INTERSECTION OF ARIZONA STATE ROUTE 3, AND THE ROAD
 FQ0758'LEADING NORTHEAST FROM THE HOPI DAY SCHOOL NEAR THE HOTEVILLA
 FQ0758'ELEVATED WATER TOWER, NEAR THE VILLAGE OF HOTEVILLA, GO
 FQ0758'SOUTHEAST TOWARD KEAMS CANYON FOR 1.0 MILE TO A DIRT SIDE
 FQ0758'ROAD RIGHT.  TAKE SIDE ROAD FOR 0.25 MILE TO A FORK.  TAKE
 FQ0758'RIGHT FORK FOR 0.05 MILE TO A T-ROAD.  GO RIGHT, PASSING A FENCE
 FQ0758'CORNER ON RIGHT IN 0.10 MILE, REACH AN INTERSECTION, 0.30
 FQ0758'MILE FURTHER.  (AZIMUTH MARK IS STRAIGHT AHEAD HERE 0.05 MILE,
 FQ0758'ON LEFT IN BEDROCK, 21 FEET FROM CENTERLINE OF ROAD).  TAKE
 FQ0758'SHARP LEFT AT INTERSECTION FOR 0.55 MILE TO A FORK.  GO
 FQ0758'RIGHT 0.65 MILE TO A FORK.  GO RIGHT 0.25 MILE TO A FORK.
 FQ0758'GO RIGHT 0.25 MILE TO A FORK.  GO RIGHT 0.15 MILE TO HIGHEST
 FQ0758'POINT OF MESA AND STATION.  A 4-WHEEL DRIVE VEHICLE IS
 FQ0758'RECOMMENDED.
 FQ0758
 FQ0758                          STATION RECOVERY (1965)
 FQ0758
 FQ0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0758'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 FQ0758
 FQ0758                          STATION RECOVERY (1974)
 FQ0758
 FQ0758'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 FQ0758'GENERAL LOCATION 1-1/2 MILES S.W. OF HOTEVILLA, ARIZ.
 FQ0758'
 FQ0758'TO REACH AS DESCRIBED.
 FQ0758'
 FQ0758'STATION MARK IN AND GOOD.
 FQ0758'
 FQ0758'REFERENCE MARKS IN AND GOOD.
 FQ0758'
 FQ0758'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0909 ***********************************************************************
 FQ0909  DESIGNATION -  ORAIBI RD
 FQ0909  PID         -  FQ0909
 FQ0909  STATE/COUNTY-  AZ/COCONINO
 FQ0909  USGS QUAD   -  NEWBERRY MESA (1986)
 FQ0909
 FQ0909                         *CURRENT SURVEY CONTROL
 FQ0909  ___________________________________________________________________
 FQ0909* NAD 83(1992)-  35 22 50.86921(N)    110 54 46.09951(W)     ADJUSTED  
 FQ0909* NAVD 88     -      1598.0    (meters)    5243.     (feet)  VERTCON   
 FQ0909  ___________________________________________________________________
 FQ0909  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FQ0909  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FQ0909  HORZ ORDER  -  THIRD
 FQ0909
 FQ0909.The horizontal coordinates were established by classical geodetic methods
 FQ0909.and adjusted by the National Geodetic Survey in August 1993.
 FQ0909
 FQ0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0909
 FQ0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0909
 FQ0909.The geoid height was determined by GEOID03.
 FQ0909
 FQ0909;                    North         East     Units Scale Factor Converg.
 FQ0909;SPC AZ C     -   486,279.815   304,566.513   MT  1.00000248   +0 34 52.6
 FQ0909;SPC AZ C     - 1,595,406.22    999,233.97   iFT  1.00000248   +0 34 52.6
 FQ0909;UTM  12      - 3,915,276.823   507,919.614   MT  0.99960077   +0 03 01.8
 FQ0909
 FQ0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0909!SPC AZ C     -   0.99975299  x   1.00000248  =   0.99975547
 FQ0909!UTM  12      -   0.99975299  x   0.99960077  =   0.99935386
 FQ0909
 FQ0909|---------------------------------------------------------------------|
 FQ0909| PID    Reference Object                     Distance      Geod. Az  |
 FQ0909|                                                           dddmmss.s |
 FQ0909| CR9984 ORAIBI RD RM 1                       10.577 METERS 04243     |
 FQ0909| FQ0906 HOGAN                               APPROX.13.5 KM 1314000.1 |
 FQ0909| CR9985 ORAIBI RD RM 2                       10.449 METERS 30718     |
 FQ0909|---------------------------------------------------------------------|
 FQ0909
 FQ0909                          SUPERSEDED SURVEY CONTROL
 FQ0909
 FQ0909  NAD 83(1986)-  35 22 50.86665(N)    110 54 46.10198(W) AD(       ) 3
 FQ0909  NGVD 29 (02/23/90) 1597.2    (m)         5240.     (f) VERT ANG    3  
 FQ0909
 FQ0909.Superseded values are not recommended for survey control.
 FQ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0909.See file dsdata.txt to determine how the superseded data were derived.
 FQ0909
 FQ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE0792015277(NAD 83)
 FQ0909_MARKER: DS = TRIANGULATION STATION DISK
 FQ0909_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0909+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 FQ0909
 FQ0909  HISTORY     - Date     Condition        Report By
 FQ0909  HISTORY     - 1955     MONUMENTED       USGS
 FQ0909  HISTORY     - 1965     GOOD             USGS
 FQ0909  HISTORY     - 1969     GOOD             USGS
 FQ0909  HISTORY     - 20050906 GOOD             INDIV
 FQ0909
 FQ0909                          STATION DESCRIPTION
 FQ0909
 FQ0909'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0909'LOCATED ABOUT 24 MI N. OF WINSLOW, ABOUT 900 FT N. OF ORAIBI RD.
 FQ0909'ON PROMINENT MESA.
 FQ0909'
 FQ0909'TO REACH FROM WINSLOW POST OFFICE, DRIVE 9.4 MI W. ON U.S. HWY.
 FQ0909'66 TO HOPI HOUSE TRADING POST (LEUPP CORNERS).  TURN RIGHT 17 MI
 FQ0909'N. TO SUNRISE TRADING POST.  CROSS LITTLE COLORADO RIVER AND TAKE
 FQ0909'LEFT FORK TOWARDS ORAIBI 7.1 MI TO SUMMIT OF GRADE.  STATION IS
 FQ0909'ON POINT OF MESA ABOUT 900 FT N. OF RD.  LEAVE TRUCK AT BASE AND
 FQ0909'PACK TO TOP.  A 3-MINUTE PACK.
 FQ0909'
 FQ0909'STATION MARK--STANDARD TABLET STAMPED---ORAIBI ROAD 1955---,
 FQ0909'CEMENTED IN CONCRETE POST PROJECTING 0.7 FT.
 FQ0909'
 FQ0909'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, CEMENTED IN 4-INCH
 FQ0909'SEWER PIPE.
 FQ0909'
 FQ0909'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, CEMENTED IN 4-INCH
 FQ0909'SEWER PIPE.
 FQ0909
 FQ0909                          STATION RECOVERY (1965)
 FQ0909
 FQ0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0909'RECOVERED AS DESCRIBED BY USGS.  STATION MARK REPORTED
 FQ0909'STAMPED---ORAIBI RD 1955---.  RMS REPORTED TO BE
 FQ0909'ORAIBI RD RM 1 1955 AND ORAIBI RD RM 2 1955.
 FQ0909
 FQ0909                          STATION RECOVERY (1969)
 FQ0909
 FQ0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0909'RECOVERED AS DESCRIBED BY USGS.
 FQ0909
 FQ0909                          STATION RECOVERY (2005)
 FQ0909
 FQ0909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PAB)
 FQ0909'A NEW DESCRIPTION FOLLOWS. EXIT INTERSTATE 40 AT EXIT 245.  PROCEED
 FQ0909'NORTH 0.1 MILE TO STATE ROUTE 99.  TURN RIGHT ON STATE ROUTE 99 AND
 FQ0909'PROCEED NORTH 18.4 MILES TO A FOUR WAY INTERSECTION AT LEUPP.
 FQ0909'TURN RIGHT ONTO BIA ROUTE 15.  GO 0.7 MILE AND TURN LEFT (NORTH)
 FQ0909'TOWARD ORAIBI AND KATENTA ON BIA ROUTE 2.  DRIVE 7.5 MILE TO A DIRT
 FQ0909'ROAD ON THE LEFT AT THE BOTTOM OF GRADE.  YOU PASS THE STATION AT THE
 FQ0909'SUMMIT.  THE STATION IS ON THE SOUTHEAST CORNER OF A PROMINENT MESA ON
 FQ0909'THE LEFT (NORTHSIDE OF ROAD).
 FQ0909'PASS THROUGH GATE IN BARBED WIRE FENCE AND PROCEED ALONG DIRT ROAD 0.7
 FQ0909'MILE TO TOP OF MESA AND STATION.  THE SITE IS EXCELLENT FOR SATELLITE
 FQ0909'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1135 ***********************************************************************
 CY1135  DESIGNATION -  ORANGE BUTTE
 CY1135  PID         -  CY1135
 CY1135  STATE/COUNTY-  AZ/COCHISE
 CY1135  USGS QUAD   -  ORANGE BUTTE (1987)
 CY1135
 CY1135                         *CURRENT SURVEY CONTROL
 CY1135  ___________________________________________________________________
 CY1135* NAD 83(1992)-  32 24 48.37486(N)    109 14 25.90771(W)     ADJUSTED  
 CY1135* NAVD 88     -      1600.3    (meters)    5250.     (feet)  VERTCON   
 CY1135  ___________________________________________________________________
 CY1135  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 CY1135  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CY1135  HORZ ORDER  -  FIRST
 CY1135
 CY1135.The horizontal coordinates were established by classical geodetic methods
 CY1135.and adjusted by the National Geodetic Survey in August 1993.
 CY1135
 CY1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1135
 CY1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1135
 CY1135.The geoid height was determined by GEOID03.
 CY1135
 CY1135;                    North         East     Units Scale Factor Converg.
 CY1135;SPC AZ E     -   157,086.102   300,471.517   MT  0.99999355   +0 29 47.3
 CY1135;SPC AZ E     -   515,374.35    985,798.94   iFT  0.99999355   +0 29 47.3
 CY1135;UTM  12      - 3,587,625.595   665,452.441   MT  0.99993758   +0 56 36.0
 CY1135
 CY1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1135!SPC AZ E     -   0.99975297  x   0.99999355  =   0.99974652
 CY1135!UTM  12      -   0.99975297  x   0.99993758  =   0.99969057
 CY1135
 CY1135|---------------------------------------------------------------------|
 CY1135| PID    Reference Object                     Distance      Geod. Az  |
 CY1135|                                                           dddmmss.s |
 CY1135| CC7915 ORANGE BUTTE RM 2                     4.470 METERS 00043     |
 CY1135| CC7913 ORANGE BUTTE AZ MK                                 0631354.2 |
 CY1135| CY1158 WOOD OIL DERRICK                    APPROX.15.8 KM 1874103.5 |
 CY1135| CY1160 BOWIE GERONIMOS CASTLE              APPROX.25.2 KM 2474100.0 |
 CY1135| CY1163 BOWIE WATER TANK                    APPROX.24.8 KM 2474625.2 |
 CY1135| CC7914 ORANGE BUTTE RM 1                     4.809 METERS 27831     |
 CY1135|---------------------------------------------------------------------|
 CY1135
 CY1135                          SUPERSEDED SURVEY CONTROL
 CY1135
 CY1135  NAD 83(1986)-  32 24 48.37052(N)    109 14 25.90540(W) AD(       ) 1
 CY1135  NAD 27      -  32 24 48.09300(N)    109 14 23.69600(W) AD(       ) 1
 CY1135  NGVD 29 (07/19/86) 1599.6    (m)         5248.     (f) VERT ANG    3  
 CY1135
 CY1135.Superseded values are not recommended for survey control.
 CY1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1135.See file dsdata.txt to determine how the superseded data were derived.
 CY1135
 CY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6545287626(NAD 83)
 CY1135_MARKER: DD = SURVEY DISK
 CY1135_SETTING: 66 = SET IN ROCK OUTCROP
 CY1135_SP_SET: PARTIALLY EXPOSED BEDROCK
 CY1135
 CY1135  HISTORY     - Date     Condition        Report By
 CY1135  HISTORY     - 1945     MONUMENTED       USFS
 CY1135  HISTORY     - 1948     GOOD             USGS
 CY1135
 CY1135                          STATION DESCRIPTION
 CY1135
 CY1135'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 CY1135'STATION IS LOCATED ABOUT 16 MILES (AIR LINE) NE OF BOWIE,
 CY1135'ABOUT 10 MILES (AIR LINE) NNW OF SAN SIMON, AND ABOUT 0.8
 CY1135'MILE S OF THE COCHISE-GRAHAM COUNTY LINE.  IT IS ON THE
 CY1135'HIGHEST POINT OF THE MOST W BUTTE IN THE PELONCILLO MOUNTAINS
 CY1135'AND IS LOCALLY KNOWN AS ORANGE BUTTE.
 CY1135'
 CY1135'TO REACH STATION FROM THE POST OFFICE IN BOWIE, GO N ACROSS
 CY1135'THE RAILROAD TRACKS FOR 0.2 MILE TO A CATTLE GUARD, PASS
 CY1135'THROUGH THE GUARD AND TAKE THE SECOND FORK TO THE RIGHT, THIS
 CY1135'FORK LEADS DIAGONALLY TO THE RIGHT AND SHOULD NOT BE CONFUSED WITH
 CY1135'THE FIRST FORK AFTER CROSSING THE GUARD THAT LEADS SHARP TO
 CY1135'THE RIGHT ALONG THE FENCE.  CONTINUE ON THE MAIN ROAD FOR
 CY1135'2.0 MILES TO ANOTHER CATTLE GUARD, CONTINUE AHEAD ON THE
 CY1135'MAIN ROAD FOR 3.7 MILES TO A SECOND CATTLE GUARD, CONTINUE
 CY1135'STRAIGHT AHEAD FOR 2.4 MILES TO WHERE THE ROAD TURNS RIGHT
 CY1135'ALONG A FENCE, TURN RIGHT AND AS ONE GOES ALONG THE ROAD AT
 CY1135'THIS POINT THE PEAK CAN BE SEEN STRAIGHT AHEAD AND JUST
 CY1135'TO THE RIGHT OF THE ROAD.  CONTINUE AHEAD ON THE MAIN
 CY1135'ROAD FOR 2.1 MILES TO A CATTLE GUARD, CONTINUE AHEAD FOR
 CY1135'0.8 MILE TO A SMALL WOODEN BRIDGE, CONTINUE AHEAD FOR 0.4 MILE
 CY1135'TO A CATTLE GUARD THAT HAS BEEN FILLED IN WITH DIRT, JUST
 CY1135'AFTER CROSSING THIS GUARD TAKE THE RIGHT FORK AND CONTINUE
 CY1135'FOR 0.2 MILE TO A RIGHT FORK JUST BEFORE COMING TO TWO OLD
 CY1135'ADOBE HOUSES.  TAKE THE RIGHT FORK AND CONTINUE FOR 0.7
 CY1135'MILE TO ANOTHER CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR
 CY1135'0.3 MILE TO A FORK WHERE THE TWO ROADS TEND TO PARALLEL
 CY1135'EACH OTHER, KEEP THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD FOR
 CY1135'2.4 MILES TO A FORK, KEEP RIGHT FORK FOR 0.05 MILE, AGAIN
 CY1135'KEEP RIGHT AND CONTINUE FOR 1.6 MILES TO A FORK, TAKE LEFT
 CY1135'FORK AND CONTINUE FOR 0.7 MILE TO A REVERSE FORK, CONTINUE
 CY1135'STRAIGHT AHEAD FOR 0.3 MILE TO A DIM FORK LEADING TO THE LEFT,
 CY1135'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE END OF TRUCK
 CY1135'TRAVEL.  PACK S THROUGH THE DRAW AND UP THROUGH THE RIM,
 CY1135'THENCE RIGHT TO THE HIGHEST POINT AND STATION.
 CY1135'
 CY1135'STATION MARK IS A DEPARTMENT OF AGRICULTURE FOREST SERVICE
 CY1135'DISK SET IN FLAT BEDROCK ABOUT FLUSH WITH THE SURROUNDING
 CY1135'SURFACE AND IS STAMPED ORANGE BUTTE.  THE DATE HAS NOT BEEN
 CY1135'STAMPED.  THE DISK IS ON THE HIGHEST POINT OF THE PEAK.
 CY1135'
 CY1135'REFERENCE MARK 1 IS A FOREST SERVICE DISK SET IN BEDROCK
 CY1135'PROJECTING ABOUT 6 INCHES AND IS STAMPED ORANGE BUTTE REF NO 1.
 CY1135'THE DATE HAS NOT BEEN STAMPED.  THE DISK IS W OF THE STATION
 CY1135'AND ABOUT 2 FEET LOWER.
 CY1135'
 CY1135'REFERENCE MARK 2 IS A FOREST SERVICE DISK SET IN BEDROCK
 CY1135'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED ORANGE
 CY1135'BUTTE REF NO 2.  THE DATE HAS NOT BEEN STAMPED.  THE DISK
 CY1135'IS N OF THE STATION AND ABOUT LEVEL WITH IT.
 CY1135'
 CY1135'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 CY1135'IN OUTCROPPING BEDROCK.  STAMPED ORANGE BUTTE USFS 1945.  IT IS
 CY1135'ABOUT 1 MILE ENE OF THE STATION AND 10 FEET WSW OF A WITNESS
 CY1135'POST.  TO REACH FROM END OF TRUCK TRAVEL CONTINUE AHEAD
 CY1135'ON THE ROAD FOR 0.5 MILE TO A BARE ROCK KNOLL TO THE RIGHT,
 CY1135'WALK ABOUT 100 FEET TO THE FIRST LEDGE AT THE BASE OF THE
 CY1135'KNOLL AND MARK.
 CY1135
 CY1135                          STATION RECOVERY (1948)
 CY1135
 CY1135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 CY1135'STATION MARK--USFS TABLET, SET IN FLAT BEDROCK FLUSH WITH SURFACE, AND
 CY1135'STAMPED ---ORANGE BUTTE---.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1768 ***********************************************************************
 DV1768  DESIGNATION -  ORCHARD
 DV1768  PID         -  DV1768
 DV1768  STATE/COUNTY-  AZ/MARICOPA
 DV1768  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1768
 DV1768                         *CURRENT SURVEY CONTROL
 DV1768  ___________________________________________________________________
 DV1768* NAD 83(1992)-  33 39 35.06015(N)    112 13 13.68105(W)     ADJUSTED  
 DV1768* NAVD 88     -       379.925  (meters)    1246.47   (feet)  ADJUSTED  
 DV1768  ___________________________________________________________________
 DV1768  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DV1768  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1768  DYNAMIC HT  -         379.487 (meters)    1245.03  (feet)  COMP
 DV1768  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV1768
 DV1768  HORZ ORDER  -  SECOND
 DV1768  VERT ORDER  -  SECOND    CLASS I
 DV1768
 DV1768.The horizontal coordinates were established by classical geodetic methods
 DV1768.and adjusted by the National Geodetic Survey in August 1993.
 DV1768
 DV1768.The orthometric height was determined by differential leveling
 DV1768.and adjusted in November 1993.
 DV1768
 DV1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1768
 DV1768.The geoid height was determined by GEOID03.
 DV1768
 DV1768.The dynamic height is computed by dividing the NAVD 88
 DV1768.geopotential number by the normal gravity value computed on the
 DV1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1768.degrees latitude (g = 980.6199 gals.).
 DV1768
 DV1768.The modeled gravity was interpolated from observed gravity values.
 DV1768
 DV1768;                    North         East     Units Scale Factor Converg.
 DV1768;SPC AZ C     -   294,957.500   185,184.831   MT  0.99990978   -0 10 06.2
 DV1768;SPC AZ C     -   967,708.33    607,561.78   iFT  0.99990978   -0 10 06.2
 DV1768;UTM  12      - 3,725,097.603   386,841.799   MT  0.99975786   -0 40 35.5
 DV1768
 DV1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1768!SPC AZ C     -   0.99994504  x   0.99990978  =   0.99985482
 DV1768!UTM  12      -   0.99994504  x   0.99975786  =   0.99970291
 DV1768
 DV1768:                Primary Azimuth Mark                     Grid Az
 DV1768:SPC AZ C     -  ORCHARD AZ MK                            001 32 56.5
 DV1768:UTM  12      -  ORCHARD AZ MK                            002 03 25.8
 DV1768
 DV1768|---------------------------------------------------------------------|
 DV1768| PID    Reference Object                     Distance      Geod. Az  |
 DV1768|                                                           dddmmss.s |
 DV1768| DV1772 ORCHARD AZ MK                       APPROX. 0.8 KM 0012250.3 |
 DV1768| DV1769 ORCHARD RM 1                         18.524 METERS 09045     |
 DV1768| DV1770 ORCHARD RM 2                         12.048 METERS 18058     |
 DV1768|---------------------------------------------------------------------|
 DV1768
 DV1768                          SUPERSEDED SURVEY CONTROL
 DV1768
 DV1768  NAD 83(1986)-  33 39 35.05395(N)    112 13 13.68800(W) AD(       ) 2
 DV1768  NGVD 29 (11/30/89)  379.36   (m)         1244.6    (f) LEVELING    3  
 DV1768
 DV1768.Superseded values are not recommended for survey control.
 DV1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1768.See file dsdata.txt to determine how the superseded data were derived.
 DV1768
 DV1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8684225098(NAD 83)
 DV1768_MARKER: DS = TRIANGULATION STATION DISK
 DV1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1768_SP_SET: CONCRETE POST
 DV1768_STAMPING: ORCHARD
 DV1768_MARK LOGO: AZDT  
 DV1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1768+STABILITY: SURFACE MOTION
 DV1768
 DV1768  HISTORY     - Date     Condition        Report By
 DV1768  HISTORY     - 1982     MONUMENTED       AZDT
 DV1768  HISTORY     - 1983     GOOD             AZDT
 DV1768  HISTORY     - 19941203 GOOD             USPSQD
 DV1768  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1768  HISTORY     - 20080401 MARK NOT FOUND   GEOCAC
 DV1768
 DV1768                          STATION DESCRIPTION
 DV1768
 DV1768'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1768'THE STATION IS LOCATED IN NORTHWESTERN PHOENIX, 6 MILES WEST OF
 DV1768'INTERSTATE HIGHWAY 17, 1/2 MILE NORTH OF UNION HILLS DRIVE AND ALONG
 DV1768'THE WEST SIDE OF 75TH AVENUE.
 DV1768'
 DV1768'THE STATION MARK IS AN AZDT DISK STAMPED---ORCHARD 1982---.  IT IS SET
 DV1768'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 80 FEET SOUTH OF AN
 DV1768'EAST-WEST FARM ROAD, 28 FEET WEST OF THE CENTER LINE OF 75TH AVENUE
 DV1768'AND 6 FEET SOUTH OF THE WITNESS POST.
 DV1768'
 DV1768'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ORCHARD RM 1 1982---.  IT
 DV1768'IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1768'
 DV1768'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ORCHARD RM 2 1982---.  IT
 DV1768'IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT.
 DV1768'
 DV1768'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---ORCHARD AZ 1982.  IT IS SET
 DV1768'IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS IN THE SOUTHEAST
 DV1768'CORNER OF THE INTERSECTION OF BEARDSLEY ROAD AND 75TH AVENUE.  39 FEET
 DV1768'EAST OF THE CENTER LINE OF 75TH AVENUE 36 FEET SOUTH OF BEARDSLEY ROAD
 DV1768'27.6 FEET NORTHEAST OF A POWER POLE AND 2.5 FEET EAST OF A WITNESS
 DV1768'POST BY AN IRRIGATION DITCH.
 DV1768'
 DV1768'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 17 AND BELL ROAD
 DV1768'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX, TRAVEL WEST ALONG BELL ROAD
 DV1768'FOR 6 MILES TO 75TH AVENUE.  TURN RIGHT AND TRAVEL NORTH ALONG 75TH
 DV1768'AVENUE FOR 1.5 MILES TO THE STATION ON THE LEFT.
 DV1768'
 DV1768'TO REACH THE AZIMUTH MARK CONTINUE NORTH ALONG 75TH AVENUE FOR 0.5
 DV1768'MILE TO BEARDSLEY ROAD AND THE MARK ON THE RIGHT.
 DV1768
 DV1768                          STATION RECOVERY (1983)
 DV1768
 DV1768'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1768'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1768'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1768'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1768'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1768'0.80 KM (0.5 MI) NORTH ALONG 75TH AVENUE TO THE MARK ON THE LEFT, 28.0
 DV1768'FT (8.53 METERS) WEST OF THE CENTERLINE OF 75TH AVENUE, 80.0 FT
 DV1768'(24.4 METERS) SOUTH OF AN EAST-WEST DIRT FARM ROAD, A STANDARD AZDT
 DV1768'CAP SET IN A CONCRETE POST.
 DV1768
 DV1768                          STATION RECOVERY (1994)
 DV1768
 DV1768'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1768'RECOVERED IN GOOD CONDITION.
 DV1768
 DV1768                          STATION RECOVERY (2002)
 DV1768
 DV1768'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1768'NEW CONSTRUCTED HOUSING DEVELOPMENT WITH WIDENING OF 75TH AVE
 DV1768
 DV1768                          STATION RECOVERY (2008)
 DV1768
 DV1768'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1768'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1768'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1772 ***********************************************************************
 DV1772  DESIGNATION -  ORCHARD AZ MK
 DV1772  PID         -  DV1772
 DV1772  STATE/COUNTY-  AZ/MARICOPA
 DV1772  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1772
 DV1772                         *CURRENT SURVEY CONTROL
 DV1772  ___________________________________________________________________
 DV1772* NAD 83(1992)-  33 40 01.38412(N)    112 13 12.92229(W)     NO CHECK  
 DV1772* NAVD 88     -       384.444  (meters)    1261.30   (feet)  ADJUSTED  
 DV1772  ___________________________________________________________________
 DV1772  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 DV1772  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1772  DYNAMIC HT  -         384.000 (meters)    1259.84  (feet)  COMP
 DV1772  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 DV1772
 DV1772  HORZ ORDER  -  SECOND
 DV1772  VERT ORDER  -  SECOND    CLASS I
 DV1772
 DV1772.The horizontal coordinates were established by classical geodetic methods
 DV1772.and adjusted by the National Geodetic Survey in August 1993.
 DV1772.No horizontal observational check was made to the station.
 DV1772
 DV1772.The orthometric height was determined by differential leveling
 DV1772.and adjusted in November 1993.
 DV1772
 DV1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1772
 DV1772.The geoid height was determined by GEOID03.
 DV1772
 DV1772.The dynamic height is computed by dividing the NAVD 88
 DV1772.geopotential number by the normal gravity value computed on the
 DV1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1772.degrees latitude (g = 980.6199 gals.).
 DV1772
 DV1772.The modeled gravity was interpolated from observed gravity values.
 DV1772
 DV1772;                    North         East     Units Scale Factor Converg.
 DV1772;SPC AZ C     -   295,768.410   185,206.759   MT  0.99990977   -0 10 05.9
 DV1772;SPC AZ C     -   970,368.80    607,633.72   iFT  0.99990977   -0 10 05.9
 DV1772;UTM  12      - 3,725,908.164   386,870.915   MT  0.99975778   -0 40 35.5
 DV1772
 DV1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1772!SPC AZ C     -   0.99994432  x   0.99990977  =   0.99985410
 DV1772!UTM  12      -   0.99994432  x   0.99975778  =   0.99970212
 DV1772
 DV1772                          SUPERSEDED SURVEY CONTROL
 DV1772
 DV1772  NAD 83(1986)-  33 40 01.37791(N)    112 13 12.92935(W) AD(       ) 2
 DV1772  NGVD 29 (11/30/89)  383.9    (m)         1260.     (f) LEVELING    3  
 DV1772
 DV1772.Superseded values are not recommended for survey control.
 DV1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1772.See file dsdata.txt to determine how the superseded data were derived.
 DV1772
 DV1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8687125908(NAD 83)
 DV1772_MARKER: DZ = AZIMUTH MARK DISK
 DV1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1772_SP_SET: CONCRETE POST
 DV1772_STAMPING: ORCHARD AZIMUTH
 DV1772_MARK LOGO: AZDT  
 DV1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1772+STABILITY: SURFACE MOTION
 DV1772
 DV1772  HISTORY     - Date     Condition        Report By
 DV1772  HISTORY     - 1982     MONUMENTED       AZDT
 DV1772  HISTORY     - 1983     GOOD             AZDT
 DV1772  HISTORY     - 19951017 GOOD             USPSQD
 DV1772  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1772
 DV1772                          STATION DESCRIPTION
 DV1772
 DV1772'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1772'11.27 KM (7.0 MI) NORTH FROM PEORIA.
 DV1772'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1772'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1772'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1772'1.61 KM (1.0 MI) NORTH ALONG 75TH AVENUE TO THE JUNCTION OF BEARDSLEY
 DV1772'ROAD, IN THE SOUTHEAST CORNER, 39.0 FT (11.89 METERS) EAST OF THE
 DV1772'CENTERLINE OF 75TH AVENUE, 36.0 FT (10.97 METERS) SOUTH OF CENTERLINE
 DV1772'OF BEARDSLEY ROAD, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE
 DV1772'POST.
 DV1772
 DV1772                          STATION RECOVERY (1995)
 DV1772
 DV1772'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1772'RECOVERED IN GOOD CONDITION.
 DV1772
 DV1772                          STATION RECOVERY (2002)
 DV1772
 DV1772'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1772'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1772'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1769 ***********************************************************************
 DV1769  DESIGNATION -  ORCHARD RM 1
 DV1769  PID         -  DV1769
 DV1769  STATE/COUNTY-  AZ/MARICOPA
 DV1769  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1769
 DV1769                         *CURRENT SURVEY CONTROL
 DV1769  ___________________________________________________________________
 DV1769* NAD 83(1992)-  33 39 35.05230(N)    112 13 12.96213(W)     NO CHECK  
 DV1769* NAVD 88     -       379.927  (meters)    1246.48   (feet)  ADJUSTED  
 DV1769  ___________________________________________________________________
 DV1769  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DV1769  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1769  DYNAMIC HT  -         379.488 (meters)    1245.04  (feet)  COMP
 DV1769  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV1769
 DV1769  HORZ ORDER  -  SECOND
 DV1769  VERT ORDER  -  SECOND    CLASS I
 DV1769
 DV1769.The horizontal coordinates were established by classical geodetic methods
 DV1769.and adjusted by the National Geodetic Survey in August 1993.
 DV1769.No horizontal observational check was made to the station.
 DV1769
 DV1769.The orthometric height was determined by differential leveling
 DV1769.and adjusted in November 1993.
 DV1769
 DV1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1769
 DV1769.The geoid height was determined by GEOID03.
 DV1769
 DV1769.The dynamic height is computed by dividing the NAVD 88
 DV1769.geopotential number by the normal gravity value computed on the
 DV1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1769.degrees latitude (g = 980.6199 gals.).
 DV1769
 DV1769.The modeled gravity was interpolated from observed gravity values.
 DV1769
 DV1769;                    North         East     Units Scale Factor Converg.
 DV1769;SPC AZ C     -   294,957.204   185,203.351   MT  0.99990977   -0 10 05.8
 DV1769;SPC AZ C     -   967,707.36    607,622.54   iFT  0.99990977   -0 10 05.8
 DV1769;UTM  12      - 3,725,097.143   386,860.313   MT  0.99975781   -0 40 35.1
 DV1769
 DV1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1769!SPC AZ C     -   0.99994504  x   0.99990977  =   0.99985481
 DV1769!UTM  12      -   0.99994504  x   0.99975781  =   0.99970286
 DV1769
 DV1769                          SUPERSEDED SURVEY CONTROL
 DV1769
 DV1769  NAD 83(1986)-  33 39 35.04611(N)    112 13 12.96908(W) AD(       ) 2
 DV1769  NGVD 29 (11/30/89)  379.4    (m)         1245.     (f) LEVELING    3  
 DV1769
 DV1769.Superseded values are not recommended for survey control.
 DV1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1769.See file dsdata.txt to determine how the superseded data were derived.
 DV1769
 DV1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8686025097(NAD 83)
 DV1769_MARKER: DR = REFERENCE MARK DISK
 DV1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1769_SP_SET: CONCRETE POST
 DV1769_STAMPING: ORCHARD RM 1
 DV1769_MARK LOGO: AZDT  
 DV1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1769+STABILITY: SURFACE MOTION
 DV1769
 DV1769  HISTORY     - Date     Condition        Report By
 DV1769  HISTORY     - 1982     MONUMENTED       AZDT
 DV1769  HISTORY     - 1983     GOOD             AZDT
 DV1769  HISTORY     - 19941203 GOOD             USPSQD
 DV1769  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1769  HISTORY     - 20080401 MARK NOT FOUND   GEOCAC
 DV1769
 DV1769                          STATION DESCRIPTION
 DV1769
 DV1769'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1769'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1769'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1769'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1769'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1769'0.80 KM (0.5 MI) NORTH ALONG 75TH AVENUE TO THE MARK ON THE RIGHT,
 DV1769'32.5 FT (9.90 METERS) EAST OF CENTERLINE OF 75TH AVENUE, 60.8 FT
 DV1769'(18.53 METERS) EAST OF STATION ORCHARD, A STANDARD AZDT ALUMINIUM CAP
 DV1769'SET IN A CONCRETE POST.
 DV1769
 DV1769                          STATION RECOVERY (1994)
 DV1769
 DV1769'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1769'RECOVERED IN GOOD CONDITION.
 DV1769
 DV1769                          STATION RECOVERY (2002)
 DV1769
 DV1769'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1769'NEW CONSTRUCTED HOUSING DEVELOPMENT WITH WIDENING OF 75TH AVE
 DV1769
 DV1769                          STATION RECOVERY (2008)
 DV1769
 DV1769'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1769'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1769'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1770 ***********************************************************************
 DV1770  DESIGNATION -  ORCHARD RM 2
 DV1770  PID         -  DV1770
 DV1770  STATE/COUNTY-  AZ/MARICOPA
 DV1770  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1770
 DV1770                         *CURRENT SURVEY CONTROL
 DV1770  ___________________________________________________________________
 DV1770* NAD 83(1992)-  33 39 34.66915(N)    112 13 13.68895(W)     NO CHECK  
 DV1770* NAVD 88     -       379.898  (meters)    1246.38   (feet)  ADJUSTED  
 DV1770  ___________________________________________________________________
 DV1770  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DV1770  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1770  DYNAMIC HT  -         379.459 (meters)    1244.94  (feet)  COMP
 DV1770  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV1770
 DV1770  HORZ ORDER  -  SECOND
 DV1770  VERT ORDER  -  SECOND    CLASS I
 DV1770
 DV1770.The horizontal coordinates were established by classical geodetic methods
 DV1770.and adjusted by the National Geodetic Survey in August 1993.
 DV1770.No horizontal observational check was made to the station.
 DV1770
 DV1770.The orthometric height was determined by differential leveling
 DV1770.and adjusted in November 1993.
 DV1770
 DV1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1770
 DV1770.The geoid height was determined by GEOID03.
 DV1770
 DV1770.The dynamic height is computed by dividing the NAVD 88
 DV1770.geopotential number by the normal gravity value computed on the
 DV1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1770.degrees latitude (g = 980.6199 gals.).
 DV1770
 DV1770.The modeled gravity was interpolated from observed gravity values.
 DV1770
 DV1770;                    North         East     Units Scale Factor Converg.
 DV1770;SPC AZ C     -   294,945.455   185,184.592   MT  0.99990978   -0 10 06.2
 DV1770;SPC AZ C     -   967,668.82    607,561.00   iFT  0.99990978   -0 10 06.2
 DV1770;UTM  12      - 3,725,085.563   386,841.453   MT  0.99975786   -0 40 35.5
 DV1770
 DV1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1770!SPC AZ C     -   0.99994504  x   0.99990978  =   0.99985483
 DV1770!UTM  12      -   0.99994504  x   0.99975786  =   0.99970291
 DV1770
 DV1770                          SUPERSEDED SURVEY CONTROL
 DV1770
 DV1770  NAD 83(1986)-  33 39 34.66296(N)    112 13 13.69590(W) AD(       ) 2
 DV1770  NGVD 29 (11/30/89)  379.3    (m)         1244.     (f) LEVELING    3  
 DV1770
 DV1770.Superseded values are not recommended for survey control.
 DV1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1770.See file dsdata.txt to determine how the superseded data were derived.
 DV1770
 DV1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8684125086(NAD 83)
 DV1770_MARKER: DR = REFERENCE MARK DISK
 DV1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1770_SP_SET: CONCRETE POST
 DV1770_STAMPING: ORCHARD RM 2
 DV1770_MARK LOGO: AZDT  
 DV1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1770+STABILITY: SURFACE MOTION
 DV1770
 DV1770  HISTORY     - Date     Condition        Report By
 DV1770  HISTORY     - 1982     MONUMENTED       AZDT
 DV1770  HISTORY     - 1983     GOOD             AZDT
 DV1770  HISTORY     - 19941203 GOOD             USPSQD
 DV1770  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1770  HISTORY     - 20080401 MARK NOT FOUND   GEOCAC
 DV1770
 DV1770                          STATION DESCRIPTION
 DV1770
 DV1770'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1770'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1770'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1770'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1770'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1770'0.80 KM (0.5 MI) NORTH ALONG 75TH AVENUE TO THE MARK ON THE LEFT, 39.5
 DV1770'FT (12.04 METERS) SOUTH OF STATION ORCHARD, A STANDARD AZDT ALUMINIUM
 DV1770'CAP SET IN A CONCRETE POST.
 DV1770
 DV1770                          STATION RECOVERY (1994)
 DV1770
 DV1770'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1770'RECOVERED IN GOOD CONDITION.
 DV1770
 DV1770                          STATION RECOVERY (2002)
 DV1770
 DV1770'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1770'NEW CONSTRUCTED HOUSING DEVELOPMENT WITH WIDENING OF 75TH AVE
 DV1770
 DV1770                          STATION RECOVERY (2008)
 DV1770
 DV1770'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1770'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1770'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0790 ***********************************************************************
 DT0790  DESIGNATION -  ORDS
 DT0790  PID         -  DT0790
 DT0790  STATE/COUNTY-  AZ/APACHE
 DT0790  USGS QUAD   -  MOUNT BALDY (1978)
 DT0790
 DT0790                         *CURRENT SURVEY CONTROL
 DT0790  ___________________________________________________________________
 DT0790* NAD 83(1992)-  33 56 15.60858(N)    109 36 17.79741(W)     ADJUSTED  
 DT0790* NAVD 88     -      3463.3    (meters)   11363.     (feet)  VERTCON   
 DT0790  ___________________________________________________________________
 DT0790  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 DT0790  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 DT0790  HORZ ORDER  -  FIRST
 DT0790
 DT0790.The horizontal coordinates were established by classical geodetic methods
 DT0790.and adjusted by the National Geodetic Survey in August 1993.
 DT0790
 DT0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0790
 DT0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0790
 DT0790.The geoid height was determined by GEOID03.
 DT0790
 DT0790;                    North         East     Units Scale Factor Converg.
 DT0790;SPC AZ E     -   325,882.793   265,287.650   MT  0.99993323   +0 18 49.0
 DT0790;SPC AZ E     - 1,069,169.27    870,366.31   iFT  0.99993323   +0 18 49.0
 DT0790;UTM  12      - 3,756,121.281   628,929.282   MT  0.99980492   +0 46 44.2
 DT0790
 DT0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0790!SPC AZ E     -   0.99946014  x   0.99993323  =   0.99939341
 DT0790!UTM  12      -   0.99946014  x   0.99980492  =   0.99926516
 DT0790
 DT0790:                Primary Azimuth Mark                     Grid Az
 DT0790:SPC AZ E     -  SPRINGERVILLE RED ROOF BR CH             053 42 31.0
 DT0790:UTM  12      -  SPRINGERVILLE RED ROOF BR CH             053 14 35.8
 DT0790
 DT0790|---------------------------------------------------------------------|
 DT0790| PID    Reference Object                     Distance      Geod. Az  |
 DT0790|                                                           dddmmss.s |
 DT0790| ER0481 SPRINGERVILLE RED ROOF BR CH        APPROX.36.8 KM 0540120.0 |
 DT0790| DT0713 ESCUDILLA MOUNTAIN                  APPROX.44.4 KM 0872047.6 |
 DT0790| DT0788 BALDY                               APPROX. 5.3 KM 1315735.8 |
 DT0790| DT0789 MOUNT BALDY SOUTH PEAK              APPROX. 5.8 KM 1353458.8 |
 DT0790| DT0791 ORDS CAIRN                           16.175 METERS 21704     |
 DT0790| CD2425 ORDS RM 1                            18.787 METERS 25039     |
 DT0790| ER0527 COOLEY WATER TOWER                  APPROX.27.4 KM 3020841.8 |
 DT0790| CD2426 ORDS RM 2                            29.367 METERS 34718     |
 DT0790|---------------------------------------------------------------------|
 DT0790
 DT0790                          SUPERSEDED SURVEY CONTROL
 DT0790
 DT0790  NAD 83(1986)-  33 56 15.60696(N)    109 36 17.80258(W) AD(       ) 1
 DT0790  NAD 27      -  33 56 15.43700(N)    109 36 15.46300(W) AD(       ) 1
 DT0790  NGVD 29 (07/19/86) 3461.9    (m)        11358.     (f) VERT ANG    3  
 DT0790
 DT0790.Superseded values are not recommended for survey control.
 DT0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0790.See file dsdata.txt to determine how the superseded data were derived.
 DT0790
 DT0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2892956121(NAD 83)
 DT0790
 DT0790  HISTORY     - Date     Condition        Report By
 DT0790  HISTORY     - 1920     MONUMENTED       CGS
 DT0790  HISTORY     - 1934     GOOD             CGS
 DT0790  HISTORY     - 1958     GOOD             CGS
 DT0790
 DT0790                          STATION DESCRIPTION
 DT0790
 DT0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0790'THE STATION IS ABOUT 25 MILES SOUTHWEST OF SPRINGERVILLE, ON
 DT0790'ORD PEAK WHICH IS IN THE WHITE MOUNTAINS.  BALDY PEAK, WHICH
 DT0790'IS HIGHER, IS ABOUT THREE MILES SOUTHEAST OF ORD PEAK.  THE
 DT0790'STATION MARK IS STAMPED 1919, BUT WAS NOT OCCUPIED UNTIL 1920.
 DT0790'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS
 DT0790'CEMENTED INTO SOLID ROCK.
 DT0790'REFERENCE MARK NO. 1 IS 18.800 METERS (61.68 FEET) FROM THE
 DT0790'STATION, AND NO. 2 IS 29.500
 DT0790'METERS (96.78 FEET) FROM THE STATION.
 DT0790'ON THE HIGHEST POINT AND 3 FEET HIGHER THAN THE
 DT0790'STATION A ROCK CAIRN, WHICH IS ABOUT 10 FEET AND 16 FEET IN
 DT0790'DIAMETER AND WHICH WAS BUILT BY THE U.S. GEOLOGICAL SURVEY,
 DT0790'IS 16.2 METERS (53 FEET) FROM THE STATION S 38 DEG W.
 DT0790
 DT0790                          STATION RECOVERY (1958)
 DT0790
 DT0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0790'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DT0790'WERE RECOVERED AND FOUND IN GOOD CONDITION.  NO AZIMUTH MARK
 DT0790'WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DT0790'
 DT0790'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF SPRINGERVILLE,
 DT0790'16 MILES SOUTHEAST OF MC NARY AND ON ORD PEAK WHICH IS IN THE
 DT0790'WHITE MOUNTAINS.  IT IS 53 FEET EAST-NORTHEAST OF A CAIRN AND
 DT0790'SET ON ABOUT THE HIGHEST POINT OF MOUNTAIN.  THE MARK IS A
 DT0790'STANDARD STATION DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR
 DT0790'SHAPED BOULDER, WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 DT0790'THE GROUND.  THE MARK IS STAMPED ORDS 1919 1934.
 DT0790'
 DT0790'REFERENCE MARK NO. 1 IS 35 FEET NORTHWEST OF A CAIRN AND ABOUT
 DT0790'2 FEET LOWER THAN THE STATION.  THE MARK IS A STANDARD REFERENCE
 DT0790'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER, WHICH PROJECTS
 DT0790'3 FEET ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED
 DT0790'ORDS 1919 1934.
 DT0790'
 DT0790'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF A CAIRN AND ABOUT 9
 DT0790'FEET LOWER THAN THE STATION.  THE MARK IS A STANDARD REFERENCE
 DT0790'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER,
 DT0790'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 DT0790'MARK IS STAMPED ORDS NO II 1919 1934.
 DT0790'
 DT0790'STATION BALDY WAS USED AS THE AZIMUTH.
 DT0790'
 DT0790'TO REACH THE STATION FROM THE POST OFFICE IN MC NARY, GO NORTH
 DT0790'ON AN OILED STREET FOR 100 YARDS TO THE JUNCTION WITH STATE
 DT0790'HIGHWAY 73, TURN RIGHT ON STATE HIGHWAY 73 AND GO 16.35 MILES
 DT0790'TO A SIDE ROAD RIGHT, STATE HIGHWAY 273, TURN RIGHT SOUTH ON
 DT0790'STATE HIGHWAY 273 AND GO 8.6 MILES TO A FORK AT SHEEPS CROSSING,
 DT0790'KEEP THE LEFT FORK STATE HIGHWAY 273 AND GO 1.4 MILES TO THE
 DT0790'HAROLD LESUEUR RANCH AND END OF TRUCK TRAVEL.  HORSES CAN
 DT0790'BE OBTAINED FROM THE LESUEUR RANCH FOR THIS PACK, EXCEPT
 DT0790'DURING ROUND UP TIME AND BRANDING SEASON.  FROM THE LESUEUR
 DT0790'RANCH PACK SOUTH ON STATE HIGHWAY 273 FOR ABOUT 0.1 MILE
 DT0790'TO A SIDE ROAD RIGHT AND A SIGN PHELPS BACTERICAL AREA,
 DT0790'TURN RIGHT ON THE GRADED ROAD AND FOLLOW IT FOR ABOUT 2
 DT0790'MILES TO ITS END, CONTINUE WESTERLY ON A TRAIL STAYING ON
 DT0790'THE RIGHT SIDE OF A SMALL STREAM FOR ABOUT 1 MILE TO WERE A
 DT0790'BRIDGE CROSSES THE STREAM AND A SIGN BALDY 4 MILES, FROM
 DT0790'THIS POINT FOLLOW THE GOOD TRAIL TO THE TOP OF BALDY
 DT0790'PEAK, FROM THIS POINT GO NORTHERLY ALONG OPEN RIDGE ABOUT
 DT0790'3/4 MILE, (STATION ORDS IS VISIBLE FROM ALONG CREST OF THIS
 DT0790'RIDGE ABOUT 3 MILES AIRLINE NORTHWEST) THEN BEAR LEFT AND
 DT0790'ENTER WOODS FOLLOWING ALONG TOP OF RIDGE IN A WESTERLY
 DT0790'DIRECTION FOR ABOUT 1-1/2 MILES, THENCE BEAR RIGHT AND
 DT0790'PROCEED NORTHERLY KEEPING TO THE TOP OF RIDGE AND GO ABOUT
 DT0790'1-1/2 MILES TO THE HIGHEST POINT AND SUMMIT OF ORDS PEAK
 DT0790'AND STATION AS DESCRIBED.  (7 HOUR HORSE PACK)
 DT0790'
 DT0790'HORSES FOR THIS PACK WERE OBTAINED FROM PAUL DECLAY, WHO IS
 DT0790'EMPLOYED BY THE INDIAN SERVICE AT WHITERIVER.
 DT0790'
 DT0790'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0791 ***********************************************************************
 DT0791  DESIGNATION -  ORDS CAIRN
 DT0791  PID         -  DT0791
 DT0791  STATE/COUNTY-  AZ/APACHE
 DT0791  USGS QUAD   -  MOUNT BALDY (1978)
 DT0791
 DT0791                         *CURRENT SURVEY CONTROL
 DT0791  ___________________________________________________________________
 DT0791* NAD 83(1992)-  33 56 15.18969(N)    109 36 18.17704(W)     ADJUSTED  
 DT0791* NAVD 88     -      3463.     (meters)   11362.     (feet)  SCALED    
 DT0791  ___________________________________________________________________
 DT0791  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 DT0791  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 DT0791  HORZ ORDER  -  THIRD
 DT0791
 DT0791.The horizontal coordinates were established by classical geodetic methods
 DT0791.and adjusted by the National Geodetic Survey in August 1993.
 DT0791
 DT0791.The orthometric height was scaled from a topographic map.
 DT0791
 DT0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0791
 DT0791.The geoid height was determined by GEOID03.
 DT0791
 DT0791;                    North         East     Units Scale Factor Converg.
 DT0791;SPC AZ E     -   325,869.834   265,277.972   MT  0.99993322   +0 18 48.8
 DT0791;SPC AZ E     - 1,069,126.75    870,334.55   iFT  0.99993322   +0 18 48.8
 DT0791;UTM  12      - 3,756,108.245   628,919.711   MT  0.99980489   +0 46 44.0
 DT0791
 DT0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0791!SPC AZ E     -   0.99946012  x   0.99993322  =   0.99939338
 DT0791!UTM  12      -   0.99946012  x   0.99980489  =   0.99926512
 DT0791
 DT0791                          SUPERSEDED SURVEY CONTROL
 DT0791
 DT0791  NAD 83(1986)-  33 56 15.19257(N)    109 36 18.18925(W) AD(       ) 4
 DT0791  NAD 27      -  33 56 15.01745(N)    109 36 15.84321(W) AD(       ) 3
 DT0791
 DT0791.Superseded values are not recommended for survey control.
 DT0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0791.See file dsdata.txt to determine how the superseded data were derived.
 DT0791
 DT0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC2892056108(NAD 83)
 DT0791_MARKER: 72 = CAIRN
 DT0791
 DT0791  HISTORY     - Date     Condition        Report By
 DT0791  HISTORY     - 1958     FIRST OBSERVED   USGS
 DT0791
 DT0791                          STATION DESCRIPTION
 DT0791
 DT0791'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DT0791'THE STATION ORDS IS LOCATED ABOUT 22 MILES SOUTHWEST OF SPRINGERVILLE,
 DT0791'16 MILES SOUTHEAST OF MC NARY AND ON ORD PEAK WHICH IS IN THE
 DT0791'WHITE MOUNTAINS.  IT IS 53 FEET EAST-NORTHEAST OF A CAIRN AND
 DT0791'SET ON ABOUT THE HIGHEST POINT OF MOUNTAIN.
 DT0791'
 DT0791'ON THE HIGHEST POINT AND 3 FEET HIGHER THAN THE
 DT0791'STATION A ROCK CAIRN, WHICH IS ABOUT 10 FEET AND 16 FEET IN
 DT0791'DIAMETER AND WHICH WAS BUILT BY THE U.S. GEOLOGICAL SURVEY,
 DT0791'IS 16.2 METERS (53 FEET) FROM THE STATION S 38 DEG W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0265 ***********************************************************************
 GO0265  DESIGNATION -  ORE
 GO0265  PID         -  GO0265
 GO0265  STATE/COUNTY-  AZ/APACHE
 GO0265  USGS QUAD   -  KINUSTA MESA (1982)
 GO0265
 GO0265                         *CURRENT SURVEY CONTROL
 GO0265  ___________________________________________________________________
 GO0265* NAD 83(1992)-  36 37 46.08994(N)    109 16 21.21175(W)     ADJUSTED  
 GO0265* NAVD 88     -      2156.7    (meters)    7076.     (feet)  VERTCON   
 GO0265  ___________________________________________________________________
 GO0265  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 GO0265  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 GO0265  HORZ ORDER  -  THIRD
 GO0265
 GO0265.The horizontal coordinates were established by classical geodetic methods
 GO0265.and adjusted by the National Geodetic Survey in August 1993.
 GO0265
 GO0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0265
 GO0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0265
 GO0265.The geoid height was determined by GEOID03.
 GO0265
 GO0265;                    North         East     Units Scale Factor Converg.
 GO0265;SPC AZ E     -   624,727.157   293,323.489   MT  0.99997875   +0 32 00.6
 GO0265;SPC AZ E     - 2,049,629.78    962,347.40   iFT  0.99997875   +0 32 00.6
 GO0265;UTM  12      - 4,055,158.890   654,450.309   MT  0.99989390   +1 01 51.1
 GO0265
 GO0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0265!SPC AZ E     -   0.99966478  x   0.99997875  =   0.99964354
 GO0265!UTM  12      -   0.99966478  x   0.99989390  =   0.99955872
 GO0265
 GO0265:                Primary Azimuth Mark                     Grid Az
 GO0265:SPC AZ E     -  EDGE                                     238 36 53.6
 GO0265:UTM  12      -  EDGE                                     238 07 03.1
 GO0265
 GO0265|---------------------------------------------------------------------|
 GO0265| PID    Reference Object                     Distance      Geod. Az  |
 GO0265|                                                           dddmmss.s |
 GO0265| GO0250 EDGE                                APPROX.19.2 KM 2390854.2 |
 GO0265|---------------------------------------------------------------------|
 GO0265
 GO0265                          SUPERSEDED SURVEY CONTROL
 GO0265
 GO0265  NAD 83(1986)-  36 37 46.08597(N)    109 16 21.21183(W) AD(       ) 3
 GO0265  NGVD 29 (08/22/88) 2155.7    (m)         7072.     (f) VERT ANG    3  
 GO0265
 GO0265.Superseded values are not recommended for survey control.
 GO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0265.See file dsdata.txt to determine how the superseded data were derived.
 GO0265
 GO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF5445055159(NAD 83)
 GO0265_MARKER: DS = TRIANGULATION STATION DISK
 GO0265_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GO0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0265
 GO0265  HISTORY     - Date     Condition        Report By
 GO0265  HISTORY     - 1949     MONUMENTED       USGS
 GO0265
 GO0265                          STATION DESCRIPTION
 GO0265
 GO0265'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0265'LOCATED ABOUT 11 MI S. AND 36 MI W. OF SHIPROCK, NM.  ON SOUTH END
 GO0265'OF LARGE TREE-COVERED MESA.
 GO0265'
 GO0265'TO REACH FROM BRIDGE ACROSS SAN JUAN RIVER IN SHIPROCK, NM.  DRIVE
 GO0265'6.3 MI S. ON U.S. HWY. 666 TO UNPAVED RD.  TURN W. 21.9 MI TO RD.
 GO0265'FORKS.  TAKE LEFT FORK 0.5 MI TO RED ROCK TRADING POST.  TAKE RD.
 GO0265'6.5 MI NW. TO RD. FORKS.  TAKE RIGHT FORK 12.3 MI.  TURN LEFT 0.9
 GO0265'MI TO RD. FORKS.  TAKE LEFT FORK 0.2 MI TO RD. FORKS.  TAKE LEFT
 GO0265'FORK 0.4 MI TO RD. X-ING., THEN 0.2 MI STRAIGHT AHEAD TO END OF
 GO0265'RD. AND STATION.
 GO0265'
 GO0265'STATION MARK--STANDARD TABLET STAMPED---ORE 1949---, CEMENTED IN
 GO0265'8-INCH CEMENT BLOCK LEVEL WITH GROUND.
 GO0265'
 GO0265'RM 1--STANDARD RM TABLET STAMPED---1---, IN SOLID ROCK.
 GO0265'
 GO0265'RM 2--STANDARD RM TABLET STAMPED---2---, IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0742 ***********************************************************************
 DT0742  DESIGNATION -  OREJANO
 DT0742  PID         -  DT0742
 DT0742  STATE/COUNTY-  AZ/GREENLEE
 DT0742  USGS QUAD   -  DIX CREEK (1989)
 DT0742
 DT0742                         *CURRENT SURVEY CONTROL
 DT0742  ___________________________________________________________________
 DT0742* NAD 83(1992)-  33 11 12.96063(N)    109 14 26.35656(W)     ADJUSTED  
 DT0742* NAVD 88     -      1347.4    (meters)    4421.     (feet)  VERTCON   
 DT0742  ___________________________________________________________________
 DT0742  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DT0742  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DT0742  HORZ ORDER  -  SECOND
 DT0742
 DT0742.The horizontal coordinates were established by classical geodetic methods
 DT0742.and adjusted by the National Geodetic Survey in August 1993.
 DT0742
 DT0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0742
 DT0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0742
 DT0742.The geoid height was determined by GEOID03.
 DT0742
 DT0742;                    North         East     Units Scale Factor Converg.
 DT0742;SPC AZ E     -   242,863.506   299,708.737   MT  0.99999190   +0 30 24.9
 DT0742;SPC AZ E     -   796,796.28    983,296.38   iFT  0.99999190   +0 30 24.9
 DT0742;UTM  12      - 3,673,389.340   664,013.677   MT  0.99993167   +0 57 47.6
 DT0742
 DT0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0742!SPC AZ E     -   0.99979242  x   0.99999190  =   0.99978432
 DT0742!UTM  12      -   0.99979242  x   0.99993167  =   0.99972410
 DT0742
 DT0742|---------------------------------------------------------------------|
 DT0742| PID    Reference Object                     Distance      Geod. Az  |
 DT0742|                                                           dddmmss.s |
 DT0742| CD2427 OREJANO RM 1                          8.545 METERS 02311     |
 DT0742| DT0753 DORSEY                              APPROX. 9.4 KM 2161941.7 |
 DT0742| CD2428 OREJANO RM 2                          6.488 METERS 26203     |
 DT0742|---------------------------------------------------------------------|
 DT0742
 DT0742                          SUPERSEDED SURVEY CONTROL
 DT0742
 DT0742  NAD 83(1986)-  33 11 12.95696(N)    109 14 26.35589(W) AD(       ) 2
 DT0742  NAD 27      -  33 11 12.73867(N)    109 14 24.09923(W) AD(       ) 2
 DT0742  NGVD 29 (07/19/86) 1346.6    (m)         4418.     (f) VERT ANG    3  
 DT0742
 DT0742.Superseded values are not recommended for survey control.
 DT0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0742.See file dsdata.txt to determine how the superseded data were derived.
 DT0742
 DT0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6401473389(NAD 83)
 DT0742_MARKER: DD = SURVEY DISK
 DT0742_SETTING: 66 = SET IN ROCK OUTCROP
 DT0742_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0742+STABILITY: POSITION/ELEVATION WELL
 DT0742
 DT0742  HISTORY     - Date     Condition        Report By
 DT0742  HISTORY     - 1978     MONUMENTED       AZDT
 DT0742
 DT0742                          STATION DESCRIPTION
 DT0742
 DT0742'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0742'THE STATION IS LOCATED ABOUT 9.5 MILES EAST-NORTHEAST OF CLIFTON
 DT0742'ON A BALD CONICAL SHAPED HILL ON THE EAST SIDE OF OREJANO CANYON.
 DT0742'
 DT0742'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED OREJANO 1978
 DT0742'EPOXIED IN A DRILL HOLE ROCK AND MARKED WITH A WITNESS POST AND
 DT0742'SIGN 6 FEET TO THE EAST.
 DT0742'
 DT0742'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED OREJANO
 DT0742'RM 2 1978 AND IS EPOXIED TO A BOULDER.
 DT0742'
 DT0742'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED OREJANO
 DT0742'RM 1 1978 EPOXIED TO A BOULDER.
 DT0742'
 DT0742'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AND
 DT0742'U.S. HWY. 666 IN CLIFTON, TAKE THE NORTH CLIFTON RD. AND GO 0.55
 DT0742'MILE TO BRIDGE, CROSS BRIDGE AND CONTINUE UP RIVER FOR 1.1 MILES TO
 DT0742'A FORK, TAKE RIGHT FORK AND CONTINUE ON NEW ROAD ALIGNMENT FOR 5.0
 DT0742'MILES TO A TRAIL ON THE LEFT, TURN LEFT DROPPING DOWN TO THE OLD
 DT0742'SAN FRANCISCO RIVER TRAIL, CONTINUE UP RIVER 5.9 MILES (FORDING
 DT0742'THE RIVER 23 TIMES) TO OREJANO CANYON AND END OF TRUCK TRAVEL.
 DT0742'CROSS THE MOUTH OF CANYON AND PACK UP THE NOSE OF A LOW RIDGE
 DT0742'THAT LEADS TO A CONICAL SHAPED BALD HILL AND THE STATION ON
 DT0742'HIGHEST POINT.  ABOUT A 50 MINUTE PACK.
 DT0742'
 DT0742'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1519 ***********************************************************************
 DA1519  DESIGNATION -  ORGAN
 DA1519  PID         -  DA1519
 DA1519  STATE/COUNTY-  AZ/PIMA
 DA1519  USGS QUAD   -  ARMENTA WELL (1990)
 DA1519
 DA1519                         *CURRENT SURVEY CONTROL
 DA1519  ___________________________________________________________________
 DA1519* NAD 83(1992)-  32 12 01.01494(N)    112 45 34.38356(W)     ADJUSTED  
 DA1519* NAVD 88     -       542.9    (meters)    1781.     (feet)  VERTCON   
 DA1519  ___________________________________________________________________
 DA1519  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 DA1519  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DA1519  HORZ ORDER  -  SECOND
 DA1519
 DA1519.The horizontal coordinates were established by classical geodetic methods
 DA1519.and adjusted by the National Geodetic Survey in August 1993.
 DA1519
 DA1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1519
 DA1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1519
 DA1519.The geoid height was determined by GEOID03.
 DA1519
 DA1519;                    North         East     Units Scale Factor Converg.
 DA1519;SPC AZ C     -   133,385.270   133,893.530   MT  0.99997785   -0 26 57.0
 DA1519;SPC AZ C     -   437,615.72    439,283.23   iFT  0.99997785   -0 26 57.0
 DA1519;UTM  12      - 3,563,993.077   334,151.943   MT  0.99993921   -0 56 16.2
 DA1519
 DA1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1519!SPC AZ C     -   0.99991973  x   0.99997785  =   0.99989759
 DA1519!UTM  12      -   0.99991973  x   0.99993921  =   0.99985895
 DA1519
 DA1519:                Primary Azimuth Mark                     Grid Az
 DA1519:SPC AZ C     -  LEWIS                                    013 07 30.1
 DA1519:UTM  12      -  LEWIS                                    013 36 49.3
 DA1519
 DA1519|---------------------------------------------------------------------|
 DA1519| PID    Reference Object                     Distance      Geod. Az  |
 DA1519|                                                           dddmmss.s |
 DA1519| DA1518 LEWIS                               APPROX. 2.9 KM 0124033.1 |
 DA1519| CH6018 ORGAN RM 1                           20.576 METERS 12438     |
 DA1519| CH6019 ORGAN RM 2                            4.002 METERS 26230     |
 DA1519|---------------------------------------------------------------------|
 DA1519
 DA1519                          SUPERSEDED SURVEY CONTROL
 DA1519
 DA1519  NAD 83(1986)-  32 12 01.00398(N)    112 45 34.38684(W) AD(       ) 2
 DA1519  NAD 27      -  32 12 00.78104(N)    112 45 31.85586(W) AD(       ) 2
 DA1519  NGVD 29 (07/19/86)  542.2    (m)         1779.     (f) VERT ANG    3  
 DA1519
 DA1519.Superseded values are not recommended for survey control.
 DA1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1519.See file dsdata.txt to determine how the superseded data were derived.
 DA1519
 DA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3415263993(NAD 83)
 DA1519_MARKER: DD = SURVEY DISK
 DA1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1519
 DA1519  HISTORY     - Date     Condition        Report By
 DA1519  HISTORY     - 1977     MONUMENTED       AZDT
 DA1519  HISTORY     - 19970306 GOOD             USPSQD
 DA1519  HISTORY     - 19990120 GOOD             USPSQD
 DA1519
 DA1519                          STATION DESCRIPTION
 DA1519
 DA1519'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1519'THE STATION IS ABOUT 13.5 MILES EAST SOUTHEAST OF AJO AND 5 MILES
 DA1519'WEST SOUTHWEST OF WHY ON THE WEST SIDE OF ARIZONA HWY. 85 AT
 DA1519'THE ENTRANCE TO THE ORGAN PIPE CACTUS NATIONAL MONUMENT.
 DA1519'
 DA1519'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ORGAN 1977 AND
 DA1519'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 43 FEET WEST OF
 DA1519'HWY. CENTERLINE, 5 PACES NORTHWEST OF THE WEST END NATIONAL
 DA1519'MONUMENT SIGN AND 13 FEET EAST NORTHEAST OF BENCH MARK M 333.
 DA1519'
 DA1519'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ORGAN RM 1
 DA1519'1977 AND IS EPOXIED TO THE EAST HEADWALL OF A CATTLE GUARD WHICH
 DA1519'CROSSES HWY.
 DA1519'
 DA1519'REFERENCE MARK 2 IS A STANDARD USC AND GS BENCH MARK DISK STAMPED
 DA1519'DOT M 333 1953 AND IS SET IN A 10 INCH CONCRETE MONUMENT AND
 DA1519'MARKED WITH A 4 X 4 INCH POST PROJECTING 2 FEET.  STATION IS 2
 DA1519'FEET EAST OF FENCE AND 56.4 FEET WEST OF CENTERLINE OF HWY.
 DA1519'
 DA1519'TO REACH FROM THE JUNCTION OF ARIZONA HWYS. 86 AND 85 AT WHY,
 DA1519'TRAVEL SOUTH ON HWY. 85 FOR 4.95 MILES TO THE ENTRANCE OF ORGAN
 DA1519'PIPE NATIONAL MONUMENT AND THE STATION ON THE RIGHT (WEST).
 DA1519'
 DA1519'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1519
 DA1519                          STATION RECOVERY (1997)
 DA1519
 DA1519'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1519'RECOVERED IN GOOD CONDITION.
 DA1519
 DA1519                          STATION RECOVERY (1999)
 DA1519
 DA1519'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0181 ***********************************************************************
 CH0181  DESIGNATION -  ORGAN PIPE
 CH0181  PID         -  CH0181
 CH0181  STATE/COUNTY-  AZ/PIMA
 CH0181  USGS QUAD   -  LUKEVILLE (1988)
 CH0181
 CH0181                         *CURRENT SURVEY CONTROL
 CH0181  ___________________________________________________________________
 CH0181* NAD 83(1992)-  31 58 48.73799(N)    112 47 19.81320(W)     ADJUSTED  
 CH0181* NAVD 88     -       680.0    (meters)    2231.     (feet)  VERTCON   
 CH0181  ___________________________________________________________________
 CH0181  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 CH0181  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 CH0181  HORZ ORDER  -  SECOND
 CH0181
 CH0181.The horizontal coordinates were established by classical geodetic methods
 CH0181.and adjusted by the National Geodetic Survey in August 1993.
 CH0181
 CH0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0181
 CH0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0181
 CH0181.The geoid height was determined by GEOID03.
 CH0181
 CH0181;                    North         East     Units Scale Factor Converg.
 CH0181;SPC AZ C     -   109,004.516   130,935.019   MT  0.99998376   -0 27 43.0
 CH0181;SPC AZ C     -   357,626.36    429,576.83   iFT  0.99998376   -0 27 43.0
 CH0181;UTM  12      - 3,539,639.213   330,986.346   MT  0.99995230   -0 56 51.5
 CH0181
 CH0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0181!SPC AZ C     -   0.99989826  x   0.99998376  =   0.99988202
 CH0181!UTM  12      -   0.99989826  x   0.99995230  =   0.99985056
 CH0181
 CH0181:                Primary Azimuth Mark                     Grid Az
 CH0181:SPC AZ C     -  LOW HILL                                 071 41 52.9
 CH0181:UTM  12      -  LOW HILL                                 072 11 01.4
 CH0181
 CH0181|---------------------------------------------------------------------|
 CH0181| PID    Reference Object                     Distance      Geod. Az  |
 CH0181|                                                           dddmmss.s |
 CH0181| CH0178 LOW HILL                            APPROX. 3.8 KM 0711409.9 |
 CH0181| CH6020 ORGAN PIPE RM 1                       7.662 METERS 09658     |
 CH0181| CH6021 ORGAN PIPE RM 2                       8.291 METERS 27716     |
 CH0181|---------------------------------------------------------------------|
 CH0181
 CH0181                          SUPERSEDED SURVEY CONTROL
 CH0181
 CH0181  NAD 83(1986)-  31 58 48.72675(N)    112 47 19.81444(W) AD(       ) 2
 CH0181  NAD 27      -  31 58 48.49374(N)    112 47 17.24222(W) AD(       ) 2
 CH0181  NGVD 29 (07/19/86)  679.3    (m)         2229.     (f) VERT ANG    3  
 CH0181
 CH0181.Superseded values are not recommended for survey control.
 CH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0181.See file dsdata.txt to determine how the superseded data were derived.
 CH0181
 CH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3098639639(NAD 83)
 CH0181_MARKER: DD = SURVEY DISK
 CH0181_SETTING: 66 = SET IN ROCK OUTCROP
 CH0181
 CH0181  HISTORY     - Date     Condition        Report By
 CH0181  HISTORY     - 1978     MONUMENTED       AZDT
 CH0181
 CH0181                          STATION DESCRIPTION
 CH0181
 CH0181'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CH0181'THE STATION IS ABOUT 7 MILES EAST NORTHEAST OF THE PORT OF ENTRY
 CH0181'AT LUKEVILLE AND ABOUT 1 MILE EAST OF ARIZONA HWY. 85.
 CH0181'
 CH0181'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED ORGAN PIPE
 CH0181'1978 AND IS EPOXIED IN A DRILL HOLE IN BEDROCK.  THE STATION IS
 CH0181'ON TOP OF A HILL AND IS LOCATED IN THE CENTER OF A LEVEL AREA 6
 CH0181'FT. BY 8 FT. CLEARED OF ROCKS.
 CH0181'
 CH0181'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED ORGAN PIPE
 CH0181'RM 1 1978 AND IS EPOXIED TO A ROCK.
 CH0181'
 CH0181'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED ORGAN PIPE
 CH0181'RM 2 1978 AND IS EPOXIED TO A ROCK.
 CH0181'
 CH0181'TO REACH THE STATION FROM THE JUNCTION OF HWY. 85 AND 86 AT WHY,
 CH0181'TRAVEL SOUTH ON HWY. 85 FOR 22.7 MILES TO CROSS ROADS AT ORGAN
 CH0181'PIPE NATIONAL MONUMENT VISITORS CENTER, TURN LEFT ON 21 MILE LOOP
 CH0181'ROAD AND TRAVEL NORTHEAST FOR 2.1 MILES TO A ROAD FORK, TAKE LEFT
 CH0181'FORK AND CONTINUE FOR 0.45 MILE TO A TRACK ROAD LEADING NORTH,
 CH0181'TURN LEFT FOR 1/2 MILE TO END OF TRUCK TRAVEL.  HERE, YOU ARE
 CH0181'ABOUT 1 MILE EAST OF THE STATION.  FROM THIS POINT, PACK WEST
 CH0181'TO THE BASE OF A RIDGE, PICK YOUR WAY TO TOP OF RIDGE.  FROM HERE A
 CH0181'CANYON CAN BE SEEN TO THE NORTHEAST.  CONTOUR AROUND THE LARGE
 CH0181'OUTCROPS TO THE SOUTH SIDE OF CANYON AND CONTINUE UNDER THE
 CH0181'OUTCROPS TO THE STATION ON THE HIGHEST POINT OF HILL.  A 1 HR. 15
 CH0181'MIN. PACK.
 CH0181'
 CH0181'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2166 ***********************************************************************
 DV2166  DESIGNATION -  ORION
 DV2166  PID         -  DV2166
 DV2166  STATE/COUNTY-  AZ/MARICOPA
 DV2166  USGS QUAD   -  RED PICACHO (1978)
 DV2166
 DV2166                         *CURRENT SURVEY CONTROL
 DV2166  ___________________________________________________________________
 DV2166* NAD 83(1992)-  33 52 44.04384(N)    112 34 49.67827(W)     ADJUSTED  
 DV2166* NAVD 88     -       800.7    (meters)    2627.     (feet)  VERTCON   
 DV2166  ___________________________________________________________________
 DV2166  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DV2166  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV2166  HORZ ORDER  -  SECOND
 DV2166
 DV2166.The horizontal coordinates were established by classical geodetic methods
 DV2166.and adjusted by the National Geodetic Survey in August 1993.
 DV2166
 DV2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2166
 DV2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2166
 DV2166.The geoid height was determined by GEOID03.
 DV2166
 DV2166;                    North         East     Units Scale Factor Converg.
 DV2166;SPC AZ C     -   319,421.035   151,953.754   MT  0.99994647   -0 22 12.1
 DV2166;SPC AZ C     - 1,047,969.27    498,535.94   iFT  0.99994647   -0 22 12.1
 DV2166;UTM  12      - 3,749,852.843   353,833.512   MT  0.99986338   -0 52 52.2
 DV2166
 DV2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2166!SPC AZ C     -   0.99987896  x   0.99994647  =   0.99982544
 DV2166!UTM  12      -   0.99987896  x   0.99986338  =   0.99974236
 DV2166
 DV2166|---------------------------------------------------------------------|
 DV2166| PID    Reference Object                     Distance      Geod. Az  |
 DV2166|                                                           dddmmss.s |
 DV2166| CH6022 ORION RM 1                            5.738 METERS 15607     |
 DV2166| DV0930 1971                                APPROX. 4.9 KM 2332706.8 |
 DV2166| DV2208 VULTURE                             APPROX.19.8 KM 2700723.3 |
 DV2166| CH6023 ORION RM 2                            5.460 METERS 29529     |
 DV2166|---------------------------------------------------------------------|
 DV2166
 DV2166                          SUPERSEDED SURVEY CONTROL
 DV2166
 DV2166  NAD 83(1986)-  33 52 44.04092(N)    112 34 49.68193(W) AD(       ) 2
 DV2166  NAD 27      -  33 52 43.91700(N)    112 34 47.04600(W) AD(       ) 2
 DV2166  NGVD 29 (07/19/86)  800.0    (m)         2625.     (f) VERT ANG    3  
 DV2166
 DV2166.Superseded values are not recommended for survey control.
 DV2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2166.See file dsdata.txt to determine how the superseded data were derived.
 DV2166
 DV2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5383449853(NAD 83)
 DV2166_MARKER: DS = TRIANGULATION STATION DISK
 DV2166_SETTING: 66 = SET IN ROCK OUTCROP
 DV2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2166+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2008
 DV2166
 DV2166  HISTORY     - Date     Condition        Report By
 DV2166  HISTORY     - 1924     MONUMENTED       CGS
 DV2166  HISTORY     - 1948     GOOD             CGS
 DV2166  HISTORY     - 1967     GOOD             AMS
 DV2166  HISTORY     - 1969     GOOD             USGS
 DV2166  HISTORY     - 20080223 GOOD             GEOCAC
 DV2166
 DV2166                          STATION DESCRIPTION
 DV2166
 DV2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2166'ABOUT 2 MILES NORTHEAST OF HOT SPRINGS JUNCTION OR MORRISTOWN,
 DV2166'AND THREE-FOURTHS MILE SOUTHEAST OF THE ORION MINE, ON A HIGH,
 DV2166'PROMINENT AND VERY SHARP TOPPED BLACK PEAK, THE HIGHEST
 DV2166'IN THE VICINITY, AND EASILY VISIBLE AND IDENTIFIED FROM
 DV2166'HOT SPRINGS JUNCTION.  MARKED BY A STANDARD BRONZE DISK SET
 DV2166'IN MALPAIS ROCK.
 DV2166
 DV2166                          STATION RECOVERY (1948)
 DV2166
 DV2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2166'THE STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 DV2166'TWO REFERENCE MARKS WERE SET IN 1947.
 DV2166'
 DV2166'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MORRISTOWN
 DV2166'ON A PROMINENT, SHARP PEAK.  THE STATION MARK IS A BRONZE
 DV2166'DISK, PROJECTS 4 INCHES AND SET 10
 DV2166'FEET NORTH OF THE HIGHEST POINT OF THE PEAK.  IT IS STAMPED,
 DV2166'ORION 1924.
 DV2166'
 DV2166'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DV2166'PROJECTS 16 INCHES, IS 18 INCHES HIGHER THAN THE STATION
 DV2166'MARK AND IS STAMPED, ORION NO 1 1947.
 DV2166'
 DV2166'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DV2166'PROJECTS 18 INCHES, IS 1 FOOT LOWER THAN THE STATION
 DV2166'MARK AND IS STAMPED, ORION NO 2 1947.
 DV2166'
 DV2166'BENCH MARK 1971 (U.S.G.S.) 1948, LOCATED IN MORRISTOWN, WAS
 DV2166'USED AS THE AZIMUTH MARK.
 DV2166'
 DV2166'TO REACH THE STATION FROM MORRISTOWN.  FOLLOW THE CASTLE
 DV2166'HOT SPRINGS ROAD NORTHEASTERLY 3.5 MILES TO CORRAL AND BUILDINGS
 DV2166'ON RIGHT.  CONTINUE 0.2 MILE TO A DIM ROAD RIGHT.  TURN RIGHT
 DV2166'FOLLOW DIM ROAD 1.0 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 DV2166'WALK WESTERLY UP STEEP SLOPE TO HIGHEST POINT OF PEAK AND
 DV2166'STATION.  A 20 MINUTE PACK.
 DV2166
 DV2166                          STATION RECOVERY (1967)
 DV2166
 DV2166'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (MGJ)
 DV2166'DESCRIPTION ADEQUATE.
 DV2166'
 DV2166'CHECK DISTANCE TO R.M.S 1 AND 2
 DV2166'
 DV2166'R.M. NO. 1 PUB. DIST. = 5.728 METERS
 DV2166'
 DV2166'CHECK = 5.730 (HOR.)
 DV2166'
 DV2166'R.M. NO. 2 PUB. DIST. = 5.459
 DV2166'
 DV2166'CHECK = 5.454 (HOR.)
 DV2166
 DV2166                          STATION RECOVERY (1969)
 DV2166
 DV2166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WAO)
 DV2166'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION
 DV2166'LIST 33 112 4, STATION 1018.
 DV2166'
 DV2166'NOTE BY W.A. OLSON, 1969--ALL MARKS FOUND AS DESCRIBED EXCEPT
 DV2166'AS FOLLOWS--
 DV2166'
 DV2166'REFERENCE MARK NO. 1--DETERMINED TO BE 18.84 FT. (5.738 M)
 DV2166'FROM STATION MARK.
 DV2166'
 DV2166'REFERENCE MARK NO. 2--DETERMINED TO BE 17.92 FT. (5.461 M)
 DV2166'FROM STATION MARK.
 DV2166
 DV2166                          STATION RECOVERY (2008)
 DV2166
 DV2166'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 DV2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0118 ***********************************************************************
 CZ0118  DESIGNATION -  ORO
 CZ0118  PID         -  CZ0118
 CZ0118  STATE/COUNTY-  AZ/PIMA
 CZ0118  USGS QUAD   -  ORO VALLEY (1981)
 CZ0118
 CZ0118                         *CURRENT SURVEY CONTROL
 CZ0118  ___________________________________________________________________
 CZ0118* NAD 83(1992)-  32 28 34.26446(N)    110 55 24.31359(W)     ADJUSTED  
 CZ0118* NAVD 88     -       928.81   (+/-2cm)    3047.3    (feet)  VERTCON   
 CZ0118  ___________________________________________________________________
 CZ0118  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CZ0118  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ0118  HORZ ORDER  -  SECOND
 CZ0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0118
 CZ0118.The horizontal coordinates were established by classical geodetic methods
 CZ0118.and adjusted by the National Geodetic Survey in August 1993.
 CZ0118
 CZ0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0118.The vertical order pertains to the NGVD 29 superseded value.
 CZ0118
 CZ0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0118
 CZ0118.The geoid height was determined by GEOID03.
 CZ0118
 CZ0118;                    North         East     Units Scale Factor Converg.
 CZ0118;SPC AZ C     -   164,100.852   306,719.312   MT  1.00000745   +0 32 00.1
 CZ0118;SPC AZ C     -   538,388.62  1,006,296.96   iFT  1.00000745   +0 32 00.1
 CZ0118;UTM  12      - 3,593,221.731   507,195.716   MT  0.99960064   +0 02 28.0
 CZ0118
 CZ0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0118!SPC AZ C     -   0.99985867  x   1.00000745  =   0.99986612
 CZ0118!UTM  12      -   0.99985867  x   0.99960064  =   0.99945936
 CZ0118
 CZ0118:                Primary Azimuth Mark                     Grid Az
 CZ0118:SPC AZ C     -  ORO AZ MK                                021 02 39.7
 CZ0118:UTM  12      -  ORO AZ MK                                021 32 11.8
 CZ0118
 CZ0118|---------------------------------------------------------------------|
 CZ0118| PID    Reference Object                     Distance      Geod. Az  |
 CZ0118|                                                           dddmmss.s |
 CZ0118| CS5918 ORO AZ MK                                          0213439.8 |
 CZ0118| CZ0117 E 399                               310.286 METERS 02135     |
 CZ0118| CZ0119 ORO RM 1                              8.486 METERS 17747     |
 CZ0118| CZ0120 ORO RM 2                              8.596 METERS 28701     |
 CZ0118| AA7441 BIG WASH RESET                      APPROX. 2.8 KM 3540718.1 |
 CZ0118|---------------------------------------------------------------------|
 CZ0118
 CZ0118                          SUPERSEDED SURVEY CONTROL
 CZ0118
 CZ0118  NAD 83(1986)-  32 28 34.25889(N)    110 55 24.30570(W) AD(       ) 2
 CZ0118  NAD 27      -  32 28 33.99930(N)    110 55 21.93390(W) AD(       ) 2
 CZ0118  NGVD 29 (??/??/92)  928.111  (m)         3044.98   (f) ADJ UNCH    2 0
 CZ0118
 CZ0118.Superseded values are not recommended for survey control.
 CZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0118.See file dsdata.txt to determine how the superseded data were derived.
 CZ0118
 CZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0719693222(NAD 83)
 CZ0118_MARKER: DS = TRIANGULATION STATION DISK
 CZ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ0118_STAMPING: ORO 1962
 CZ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0118+STABILITY: SURFACE MOTION
 CZ0118
 CZ0118  HISTORY     - Date     Condition        Report By
 CZ0118  HISTORY     - 1962     MONUMENTED       CGS
 CZ0118  HISTORY     - 1962     GOOD             CGS
 CZ0118  HISTORY     - 1983     GOOD             AZDT
 CZ0118
 CZ0118                          STATION DESCRIPTION
 CZ0118
 CZ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ0118'THE STATION IS ABOUT 16 MILES NORTH OF TUCSON, 5-1/2 MILES
 CZ0118'SOUTH OF ORACLE JUNCTION, ABOUT 1/2 MILE EAST OF BIG WASH
 CZ0118'AND ON THE SUMMIT OF A LOW HILL 0.1 MILE WEST OF U.S. HIGHWAY
 CZ0118'80.
 CZ0118'
 CZ0118'TO REACH THE STATION FROM THE SOUTHEAST ENTRANCE TO THE
 CZ0118'EVERGREEN CEMETERY ON THE NORTH SIDE OF TUCSON, DRIVE NORTH
 CZ0118'ON U.S. HIGHWAY 80 FOR 15.1 MILES TO A MACADAM SURFACED
 CZ0118'SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK.  TURN LEFT, CROSS
 CZ0118'A CATTLE GUARD, THENCE TURN LEFT AGAIN AND DRIVE SOUTH ON
 CZ0118'DIM TRACKS FOR 0.3 MILE TO THE SUMMIT OF A LOW HILL AND THE
 CZ0118'STATION.
 CZ0118'
 CZ0118'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS
 CZ0118'STAMPED ORO 1962.  THE UNDERGROUND-STATION MARK IS SET IN
 CZ0118'THE TOP OF A MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 CZ0118'OF THE GROUND.  THE SURFACE-STATION MARK IS SET IN THE TOP
 CZ0118'OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 CZ0118'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 6.5
 CZ0118'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CZ0118'
 CZ0118'REFERENCE MARK 1, A STANDARD DISK STAMPED ORO NO 1 1962,
 CZ0118'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 CZ0118'INCHES IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 CZ0118'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 CZ0118'
 CZ0118'REFERENCE MARK 2, A STANDARD DISK STAMPED ORO NO 2 1962,
 CZ0118'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 CZ0118'INCHES IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE
 CZ0118'OF THE GROUND.  IT IS 3 FEET NORTH OF A BARREL CACTUS AND
 CZ0118'ABOUT THE SAME ELEVATION AS THE STATION.
 CZ0118'
 CZ0118'A STANDARD BENCH MARK WAS USED FOR THE AZIMUTH MARK.  THE
 CZ0118'DISK, STAMPED E 399 1962, IS SET IN THE TOP OF A CYLINDRICAL
 CZ0118'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 3 INCHES
 CZ0118'ABOVE THE SURFACE OF THE GROUND.  IT IS 97.5 FEET WEST OF THE
 CZ0118'CENTER OF U.S. HIGHWAY 80, 42.0 FEET NORTH OF THE CENTER
 CZ0118'OF THE MACADAM SURFACED SIDE ROAD AND CATTLE GUARD, 2.0 FEET
 CZ0118'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5
 CZ0118'FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE.
 CZ0118
 CZ0118                          STATION RECOVERY (1962)
 CZ0118
 CZ0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0118'17.1 MI SW FROM ORACLE.
 CZ0118'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0118'ORACLE TO ORACLE JUNCTION, THENCE SOUTH ALONG U.S. HIGHWAYS 80 AND 89
 CZ0118'FOR 5.7 MILES, 100 YARDS WEST OF U.S. HIGHWAY 80, 192 FEET WEST OF A
 CZ0118'NORTH-SOUTH FENCE LINE, 6.7 FEET SOUTH OF A METAL WITNESS POST WITH
 CZ0118'SIGN, A BRONZE DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CZ0118'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 CZ0118
 CZ0118                          STATION RECOVERY (1983)
 CZ0118
 CZ0118'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ0118'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1962.  A NEW
 CZ0118'ROUTE TO THE STATION FOLLOWS.
 CZ0118'
 CZ0118'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL SOUTH ON
 CZ0118'U.S. HIGHWAY 89 FOR 1.6 MILES TO THE STATION ON THE RIGHT.  IT IS ON
 CZ0118'THE SUMMIT OF A LOW HILL ABOUT 270 FEET WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0119 ***********************************************************************
 CZ0119  DESIGNATION -  ORO RM 1
 CZ0119  PID         -  CZ0119
 CZ0119  STATE/COUNTY-  AZ/PIMA
 CZ0119  USGS QUAD   -  ORO VALLEY (1981)
 CZ0119
 CZ0119                         *CURRENT SURVEY CONTROL
 CZ0119  ___________________________________________________________________
 CZ0119* NAD 83(1992)-  32 28 33.98920(N)    110 55 24.30098(W)     NO CHECK  
 CZ0119* NAVD 88     -       928.69   (+/-2cm)    3046.9    (feet)  VERTCON   
 CZ0119  ___________________________________________________________________
 CZ0119  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CZ0119  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ0119  HORZ ORDER  -  SECOND
 CZ0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0119
 CZ0119.The horizontal coordinates were established by classical geodetic methods
 CZ0119.and adjusted by the National Geodetic Survey in August 1993.
 CZ0119.No horizontal observational check was made to the station.
 CZ0119
 CZ0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0119.The vertical order pertains to the NGVD 29 superseded value.
 CZ0119
 CZ0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0119
 CZ0119.The geoid height was determined by GEOID03.
 CZ0119
 CZ0119;                    North         East     Units Scale Factor Converg.
 CZ0119;SPC AZ C     -   164,092.376   306,719.721   MT  1.00000745   +0 32 00.1
 CZ0119;SPC AZ C     -   538,360.81  1,006,298.30   iFT  1.00000745   +0 32 00.1
 CZ0119;UTM  12      - 3,593,213.255   507,196.051   MT  0.99960064   +0 02 28.0
 CZ0119
 CZ0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0119!SPC AZ C     -   0.99985869  x   1.00000745  =   0.99986614
 CZ0119!UTM  12      -   0.99985869  x   0.99960064  =   0.99945938
 CZ0119
 CZ0119                          SUPERSEDED SURVEY CONTROL
 CZ0119
 CZ0119  NAD 83(1986)-  32 28 33.98364(N)    110 55 24.29307(W) AD(       ) 2
 CZ0119  NGVD 29 (??/??/92)  927.986  (m)         3044.57   (f) ADJ UNCH    2 0
 CZ0119
 CZ0119.Superseded values are not recommended for survey control.
 CZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0119.See file dsdata.txt to determine how the superseded data were derived.
 CZ0119
 CZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0719693213(NAD 83)
 CZ0119_MARKER: DR = REFERENCE MARK DISK
 CZ0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0119_SP_SET: MONUMENT
 CZ0119_STAMPING: ORO NO 1 1962
 CZ0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0119
 CZ0119  HISTORY     - Date     Condition        Report By
 CZ0119  HISTORY     - 1962     MONUMENTED       CGS
 CZ0119
 CZ0119                          STATION DESCRIPTION
 CZ0119
 CZ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0119'17.1 MI SW FROM ORACLE.
 CZ0119'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0119'ORACLE TO ORACLE JUNCTION, THENCE SOUTH ALONG U.S. HIGHWAYS 80 AND 89
 CZ0119'FOR 5.7 MILES, 34 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, A
 CZ0119'BRONZE DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 CZ0119'12-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0120 ***********************************************************************
 CZ0120  DESIGNATION -  ORO RM 2
 CZ0120  PID         -  CZ0120
 CZ0120  STATE/COUNTY-  AZ/PIMA
 CZ0120  USGS QUAD   -  ORO VALLEY (1981)
 CZ0120
 CZ0120                         *CURRENT SURVEY CONTROL
 CZ0120  ___________________________________________________________________
 CZ0120* NAD 83(1992)-  32 28 34.34610(N)    110 55 24.62837(W)     NO CHECK  
 CZ0120* NAVD 88     -       928.71   (+/-2cm)    3046.9    (feet)  VERTCON   
 CZ0120  ___________________________________________________________________
 CZ0120  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 CZ0120  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CZ0120  HORZ ORDER  -  SECOND
 CZ0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0120
 CZ0120.The horizontal coordinates were established by classical geodetic methods
 CZ0120.and adjusted by the National Geodetic Survey in August 1993.
 CZ0120.No horizontal observational check was made to the station.
 CZ0120
 CZ0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0120.The vertical order pertains to the NGVD 29 superseded value.
 CZ0120
 CZ0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0120
 CZ0120.The geoid height was determined by GEOID03.
 CZ0120
 CZ0120;                    North         East     Units Scale Factor Converg.
 CZ0120;SPC AZ C     -   164,103.290   306,711.070   MT  1.00000743   +0 31 59.9
 CZ0120;SPC AZ C     -   538,396.62  1,006,269.91   iFT  1.00000743   +0 31 59.9
 CZ0120;UTM  12      - 3,593,224.239   507,187.498   MT  0.99960064   +0 02 27.9
 CZ0120
 CZ0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0120!SPC AZ C     -   0.99985868  x   1.00000743  =   0.99986611
 CZ0120!UTM  12      -   0.99985868  x   0.99960064  =   0.99945938
 CZ0120
 CZ0120                          SUPERSEDED SURVEY CONTROL
 CZ0120
 CZ0120  NAD 83(1986)-  32 28 34.34053(N)    110 55 24.62043(W) AD(       ) 2
 CZ0120  NGVD 29 (??/??/92)  928.013  (m)         3044.66   (f) ADJ UNCH    2 0
 CZ0120
 CZ0120.Superseded values are not recommended for survey control.
 CZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0120.See file dsdata.txt to determine how the superseded data were derived.
 CZ0120
 CZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0718793224(NAD 83)
 CZ0120_MARKER: DR = REFERENCE MARK DISK
 CZ0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0120_SP_SET: MONUMENT
 CZ0120_STAMPING: ORO NO 2 1962
 CZ0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0120
 CZ0120  HISTORY     - Date     Condition        Report By
 CZ0120  HISTORY     - 1962     MONUMENTED       CGS
 CZ0120
 CZ0120                          STATION DESCRIPTION
 CZ0120
 CZ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0120'17.1 MI SW FROM ORACLE.
 CZ0120'11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM THE POST OFFICE IN
 CZ0120'ORACLE TO ORACLE JUNCTION, THENCE 5.7 MILES SOUTH ALONG U.S. HIGHWAYS
 CZ0120'80 AND 89, 110 YARDS WEST OF U.S. HIGHWAY 80, 30.1 FEET WEST OF A
 CZ0120'METAL WITNESS POST WITH SIGN, A BRONZE DISK SET IN THE TOP OF A
 CZ0120'CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND
 CZ0120'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0533 ***********************************************************************
 ER0533  DESIGNATION -  ORT
 ER0533  PID         -  ER0533
 ER0533  STATE/COUNTY-  AZ/APACHE
 ER0533  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0533
 ER0533                         *CURRENT SURVEY CONTROL
 ER0533  ___________________________________________________________________
 ER0533* NAD 83(1992)-  34 18 34.05417(N)    109 46 22.48879(W)     ADJUSTED  
 ER0533* NAVD 88     -      2107.75   (+/-2cm)    6915.2    (feet)  VERTCON   
 ER0533  ___________________________________________________________________
 ER0533  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 ER0533  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0533  HORZ ORDER  -  SECOND
 ER0533  VERT ORDER  -  THIRD ? (See Below)
 ER0533
 ER0533.The horizontal coordinates were established by classical geodetic methods
 ER0533.and adjusted by the National Geodetic Survey in August 1993.
 ER0533
 ER0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0533.The vertical order pertains to the NGVD 29 superseded value.
 ER0533
 ER0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0533
 ER0533.The geoid height was determined by GEOID03.
 ER0533
 ER0533;                    North         East     Units Scale Factor Converg.
 ER0533;SPC AZ E     -   367,047.461   249,600.834   MT  0.99991618   +0 13 19.0
 ER0533;SPC AZ E     - 1,204,223.95    818,900.37   iFT  0.99991618   +0 13 19.0
 ER0533;UTM  12      - 3,797,150.669   612,909.367   MT  0.99975714   +0 41 30.2
 ER0533
 ER0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0533!SPC AZ E     -   0.99967289  x   0.99991618  =   0.99958910
 ER0533!UTM  12      -   0.99967289  x   0.99975714  =   0.99943011
 ER0533
 ER0533|---------------------------------------------------------------------|
 ER0533| PID    Reference Object                     Distance      Geod. Az  |
 ER0533|                                                           dddmmss.s |
 ER0533| CD2430 ORT RM 2                             10.490 METERS 05609     |
 ER0533| CD2429 ORT RM 1                             10.043 METERS 23346     |
 ER0533| ER0531 ORTEGA                              APPROX. 4.2 KM 2425557.2 |
 ER0533|---------------------------------------------------------------------|
 ER0533
 ER0533                          SUPERSEDED SURVEY CONTROL
 ER0533
 ER0533  NAD 83(1986)-  34 18 34.05163(N)    109 46 22.49641(W) AD(       ) 2
 ER0533  NAD 27      -  34 18 33.90293(N)    109 46 20.11464(W) AD(       ) 2
 ER0533  NGVD 29 (07/19/86) 2106.85   (m)         6912.2    (f) LEVELING    3  
 ER0533
 ER0533.Superseded values are not recommended for survey control.
 ER0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0533.See file dsdata.txt to determine how the superseded data were derived.
 ER0533
 ER0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1290997151(NAD 83)
 ER0533_MARKER: DD = SURVEY DISK
 ER0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0533+STABILITY: SURFACE MOTION
 ER0533
 ER0533  HISTORY     - Date     Condition        Report By
 ER0533  HISTORY     - 1979     MONUMENTED       AZDT
 ER0533  HISTORY     - 20050729 GOOD             USPSQD
 ER0533
 ER0533                          STATION DESCRIPTION
 ER0533
 ER0533'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0533'THE STATION IS LOCATED ABOUT 15 MILES WEST SOUTHWEST OF CONCHO ALONG
 ER0533'THE EAST R/W OF HWY. 61 ON THE CREST OF A SMALL HILL.
 ER0533'
 ER0533'THE STATION MARK IS AN ADOT HWY. DIVISION DISK STAMPED---ORT 1979
 ER0533'---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 69 FEET SE OF HWY.
 ER0533'CENTERLINE, 100 FEET NE OF A ROAD LEADING TO THE SOUTH AND MARKED WITH
 ER0533'A WITNESS POST AND SIGN 4.1 FEET TO THE SOUTH.
 ER0533'
 ER0533'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---ORT RM 1
 ER0533'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 69 FEET SE OF
 ER0533'HWY. CENTERLINE.
 ER0533'
 ER0533'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---ORT RM 2
 ER0533'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 69 FEET SE OF
 ER0533'HWY. CENTERLINE.
 ER0533'
 ER0533'TO REACH THE STATION FROM THE JUNCTION OF US HWY. 60 AND STATE HWY. 61
 ER0533', 11 MILES EAST OF SHOW LOW, TRAVEL NORTHEAST ON HWY. 61 FOR ABOUT 3
 ER0533'MILES TO MILE POST 356.98 AND THE STATION ON THE RIGHT INSIDE THE
 ER0533'FENCE LINE.
 ER0533
 ER0533                          STATION RECOVERY (2005)
 ER0533
 ER0533'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0533'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0531 ***********************************************************************
 ER0531  DESIGNATION -  ORTEGA
 ER0531  PID         -  ER0531
 ER0531  STATE/COUNTY-  AZ/APACHE
 ER0531  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0531
 ER0531                         *CURRENT SURVEY CONTROL
 ER0531  ___________________________________________________________________
 ER0531* NAD 83(1992)-  34 17 31.42211(N)    109 48 50.10408(W)     ADJUSTED  
 ER0531* NAVD 88     -      2110.8    (meters)    6925.     (feet)  VERTCON   
 ER0531  ___________________________________________________________________
 ER0531  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 ER0531  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ER0531  HORZ ORDER  -  SECOND
 ER0531
 ER0531.The horizontal coordinates were established by classical geodetic methods
 ER0531.and adjusted by the National Geodetic Survey in August 1993.
 ER0531
 ER0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0531
 ER0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0531
 ER0531.The geoid height was determined by GEOID03.
 ER0531
 ER0531;                    North         East     Units Scale Factor Converg.
 ER0531;SPC AZ E     -   365,103.883   245,833.501   MT  0.99991299   +0 11 55.5
 ER0531;SPC AZ E     - 1,197,847.39    806,540.36   iFT  0.99991299   +0 11 55.5
 ER0531;UTM  12      - 3,795,176.595   609,158.703   MT  0.99974688   +0 40 05.9
 ER0531
 ER0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0531!SPC AZ E     -   0.99967242  x   0.99991299  =   0.99958544
 ER0531!UTM  12      -   0.99967242  x   0.99974688  =   0.99941939
 ER0531
 ER0531|---------------------------------------------------------------------|
 ER0531| PID    Reference Object                     Distance      Geod. Az  |
 ER0531|                                                           dddmmss.s |
 ER0531| CD2432 ORTEGA RM 1                           7.553 METERS 00142     |
 ER0531| ER0523 VERNON                              APPROX. 8.5 KM 1272014.4 |
 ER0531| CD2431 HIGHWAY 60 STA 820+00 6318.01                      2533555.1 |
 ER0531| CD2433 ORTEGA RM 2                           6.391 METERS 29307     |
 ER0531|---------------------------------------------------------------------|
 ER0531
 ER0531                          SUPERSEDED SURVEY CONTROL
 ER0531
 ER0531  NAD 83(1986)-  34 17 31.41944(N)    109 48 50.11166(W) AD(       ) 2
 ER0531  NAD 27      -  34 17 31.26590(N)    109 48 47.73080(W) AD(       ) 2
 ER0531  NGVD 29 (07/19/86) 2109.9    (m)         6922.     (f) VERT ANG    3  
 ER0531
 ER0531.Superseded values are not recommended for survey control.
 ER0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0531.See file dsdata.txt to determine how the superseded data were derived.
 ER0531
 ER0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0915995177(NAD 83)
 ER0531_MARKER: DS = TRIANGULATION STATION DISK
 ER0531_SETTING: 80 = SET IN A BOULDER
 ER0531_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ER0531
 ER0531  HISTORY     - Date     Condition        Report By
 ER0531  HISTORY     - 1958     MONUMENTED       CGS
 ER0531  HISTORY     - 1960     GOOD             USGS
 ER0531  HISTORY     - 1978     GOOD             AZDT
 ER0531
 ER0531                          STATION DESCRIPTION
 ER0531
 ER0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0531'THE STATION IS LOCATED ABOUT 15 MILES EAST-NORTHEAST OF SHOW
 ER0531'LOW, 3 MILES EAST OF THE NAVAJO-APACHE COUNTY LINE AND ON THE
 ER0531'SUMMIT OF A RATHER LOW, ROCKY, CEDAR COVERED KNOLL ABOUT 0.15
 ER0531'MILE NORTH OF STATE HIGHWAY 61.  IT IS 18 FEET SOUTH OF A
 ER0531'TRIANGULAR BLAZED TREE AND 8 FEET SOUTHWEST OF A WITNESS
 ER0531'POST.  IT IS A STANDARD STATION DISK, CEMENTED IN A DRILL HOLE
 ER0531'IN AN IRREGULAR SHAPED BOULDER.  THE MARK PROJECTS 8 INCHES
 ER0531'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED ORTEGA 1958.
 ER0531'
 ER0531'REFERENCE MARK NO. 1 IS 9 FEET NORTHWEST OF A TRIANGULAR BLAZED
 ER0531'TREE.  IT IS A STANDARD REFERENCE DISK, CEMENTED IN A DRILL
 ER0531'HOLE IN AN IRREGULAR SHAPED BOULDER.  THE MARK PROJECTS
 ER0531'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 ER0531'ORTEGA NO 1 1958.
 ER0531'
 ER0531'REFERENCE MARK NO. 2 IS 25 FEET WEST OF A WITNESS POST.  IT
 ER0531'IS A STANDARD REFERENCE DISK, CEMENTED IN A DRILL HOLE IN AN
 ER0531'IRREGULAR SHAPED BOULDER.  THE MARK PROJECTS 3 INCHES ABOVE
 ER0531'THE SURFACE OF THE GROUND AND IS STAMPED ORTEGA NO 2 1958.
 ER0531'
 ER0531'THE AZIMUTH MARK IS 115 FEET SOUTHEAST OF A SIGN SHOW LOW
 ER0531'HOTEL, 70 FEET SOUTH OF A SIGN ROUND UP MOTOR LODGE AND 15
 ER0531'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 60.  IT IS A
 ER0531'ARIZONA HIGHWAY DEPT. ELEVATION STATION MARK, WHICH IS CEMENTED
 ER0531'IN A CULVERT ABUTMENT.  THE MARK IS STAMPED 6318 01 820 - 00.
 ER0531'
 ER0531'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 173 AND U.S. HIGHWAY
 ER0531'60 IN SHOW LOW, GO EAST ON U.S. HIGHWAY 60 FOR 11.1 MILES TO
 ER0531'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON U.S.
 ER0531'HIGHWAY 60 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 61 AND
 ER0531'U.S. HIGHWAY 60, KEEP LEFT ON STATE HIGHWAY 61 FOR 1.5 MILES
 ER0531'TO A TRACK ROAD LEFT AND WIRE GATE, TURN LEFT PASS THROUGH
 ER0531'GATE AND GO 0.05 MILE ON TRACK ROAD, THENCE LEFT NORTHWEST
 ER0531'ACROSS COUNTRY FOR 0.2 MILE TO THE TOP OF KNOLL AND STATION
 ER0531'AS DESCRIBED.
 ER0531'
 ER0531'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 ER0531
 ER0531                          STATION RECOVERY (1960)
 ER0531
 ER0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0531'RECOVERED IN GOOD CONDITION.
 ER0531
 ER0531                          STATION RECOVERY (1978)
 ER0531
 ER0531'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0531'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED
 ER0531'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCES TO R.M.S
 ER0531'CHECKED THE 1958 MEASUREMENTS BUT ANGLES WERE FOUND TO BE OFF BY ONE
 ER0531'MINUTE.  THE AZIMUTH MARK COULD NOT BE SEEN FROM THE STATION DUE TO A
 ER0531'GROWTH OF TREES.
 ER0531'
 ER0531'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND 61 EAST
 ER0531'OF SHOW LOW, TRAVEL NORTH ON HWY. 61 FOR 1.5 MILES TO A TRACK ROAD
 ER0531'LEFT AND A WIRE GATE, TURN LEFT, PASS THROUGH GATE AND GO 0.05 MILE,
 ER0531'THENCE LEFT, NORTHWEST, ACROSS COUNTRY FOR 0.2 MILE TO A ROCKY KNOLL
 ER0531'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0535 ***********************************************************************
 ER0535  DESIGNATION -  ORTEGA
 ER0535  PID         -  ER0535
 ER0535  STATE/COUNTY-  AZ/NAVAJO
 ER0535  USGS QUAD   -  ORTEGA MOUNTAIN (1984)
 ER0535
 ER0535                         *CURRENT SURVEY CONTROL
 ER0535  ___________________________________________________________________
 ER0535* NAD 83(1992)-  34 18 06.09428(N)    109 51 44.33618(W)     ADJUSTED  
 ER0535* NAVD 88     -      2136.9    (meters)    7011.     (feet)  VERTCON   
 ER0535  ___________________________________________________________________
 ER0535  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 ER0535  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 ER0535  HORZ ORDER  -  SECOND
 ER0535
 ER0535.The horizontal coordinates were established by classical geodetic methods
 ER0535.and adjusted by the National Geodetic Survey in August 1993.
 ER0535
 ER0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0535
 ER0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0535
 ER0535.The geoid height was determined by GEOID03.
 ER0535
 ER0535;                    North         East     Units Scale Factor Converg.
 ER0535;SPC AZ E     -   366,157.750   241,374.862   MT  0.99990967   +0 10 17.5
 ER0535;SPC AZ E     - 1,201,304.95    791,912.28   iFT  0.99990967   +0 10 17.5
 ER0535;UTM  12      - 3,796,193.708   604,692.336   MT  0.99973510   +0 38 28.3
 ER0535
 ER0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0535!SPC AZ E     -   0.99966835  x   0.99990967  =   0.99957805
 ER0535!UTM  12      -   0.99966835  x   0.99973510  =   0.99940354
 ER0535
 ER0535:                Primary Azimuth Mark                     Grid Az
 ER0535:SPC AZ E     -  ORTEGA                                   103 17 55.0
 ER0535:UTM  12      -  ORTEGA                                   102 49 44.2
 ER0535
 ER0535|---------------------------------------------------------------------|
 ER0535| PID    Reference Object                     Distance      Geod. Az  |
 ER0535|                                                           dddmmss.s |
 ER0535| ER0531 ORTEGA                              APPROX. 4.6 KM 1032812.5 |
 ER0535| CD2435 ORTEGA RM 2                          21.479 METERS 12128     |
 ER0535| CD2434 ORTEGA RM 1                          18.244 METERS 35659     |
 ER0535|---------------------------------------------------------------------|
 ER0535
 ER0535                          SUPERSEDED SURVEY CONTROL
 ER0535
 ER0535  NAD 83(1986)-  34 18 06.09144(N)    109 51 44.34374(W) AD(       ) 2
 ER0535  NAD 27      -  34 18 05.94079(N)    109 51 41.96053(W) AD(       ) 2
 ER0535  NGVD 29 (07/19/86) 2136.0    (m)         7008.     (f) VERT ANG    3  
 ER0535
 ER0535.Superseded values are not recommended for survey control.
 ER0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0535.See file dsdata.txt to determine how the superseded data were derived.
 ER0535
 ER0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0469296194(NAD 83)
 ER0535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ER0535_SETTING: 80 = SET IN A BOULDER
 ER0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0535+STABILITY: SURFACE MOTION
 ER0535
 ER0535  HISTORY     - Date     Condition        Report By
 ER0535  HISTORY     - 1932     MONUMENTED       USGS
 ER0535  HISTORY     - 1960     GOOD             USGS
 ER0535
 ER0535                          STATION DESCRIPTION
 ER0535
 ER0535'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (RMB)
 ER0535'THE STATION IS LOCATED ON THE SUMMIT OF ORTEGA PEAK, 19 MILES SOUTH
 ER0535'EAST OF SNOWFLAKE AND 12 MILES NORTHEAST OF LAKESIDE.  THE STATION IS
 ER0535'ON RIM ON SOUTHWEST SIDE OF SUMMIT.
 ER0535'
 ER0535'THE STATION MARK IS A STANDARD USGS DISK STAMPED---ORTEGA 1932---IT IS
 ER0535'SET IN A DRILL HOLE IN ROCK.
 ER0535'
 ER0535'REFERENCE MARK 1 IS A USGS DISK STAMPED---ORTEGA NO 1 1932---IT IS SET
 ER0535'IN A DRILL HOLE IN ROCK.
 ER0535'
 ER0535'REFERENCE MARK 2 IS A USGS DISK STAMPED---ORTEGA NO 2 1932---IT IS SET
 ER0535'IN A DRILL HOLE IN ROCK.
 ER0535'
 ER0535'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60,77 AND 260 IN
 ER0535'SHOW LOW, TRAVEL EAST ALONG U.S. HIGHWAY 60 FOR 9.1 MILES TO MILE
 ER0535'POST 351.1 AND A WIRE GATE ON LEFT, PASS THROUGH GATE AND TRAVEL 1.2
 ER0535'MILES TOWARD CINDER PITS TO A FORK.  TAKE RIGHT FORK AND WIND AROUND
 ER0535'THE LOW HILL TO A SADDLE AND END OF TRUCK TRAVEL.  PACK TO SUMMIT AND
 ER0535'THE STATION.
 ER0535
 ER0535                          STATION RECOVERY (1960)
 ER0535
 ER0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0535'RECOVERED IN GOOD CONDITION.
 ER0535'
 ER0535'LOCATED ABOUT 9.4 MI ENE. OF SHOW LOW, 2.1 MI NW. OF JCT. OF U.S.
 ER0535'HWY. 60 AND ARIZONA HWY. 61, 1.3 MI N. OF U.S. HWY. 60, 1 MI W.
 ER0535'OF ORTEGA LAKE.  ON SOUTHWEST END OF PROMINENT MOUNTAIN KNOWN AS
 ER0535'ORTEGA MTN.
 ER0535'
 ER0535'TO REACH FROM SHOW LOW POST OFFICE, DRIVE 9.1 MI E. ON U.S. HWY.
 ER0535'60 TO TRACK RD. N.  TURN OFF HWY. ONTO TRACK RD. 1 MI N. TO TRACK
 ER0535'RD. FORK.  TURN RIGHT 0.4 MI TO SADDLE SW. OF TOP AND END OF TRUCK
 ER0535'TRAVEL.  PACK NE. TO SOUTHWEST END OF TOP AND STATION.  ABOUT A
 ER0535'15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0958 ***********************************************************************
 EU0958  DESIGNATION -  OSBORNE
 EU0958  PID         -  EU0958
 EU0958  STATE/COUNTY-  AZ/LA PAZ
 EU0958  USGS QUAD   -  BOBS WELL (1990)
 EU0958
 EU0958                         *CURRENT SURVEY CONTROL
 EU0958  ___________________________________________________________________
 EU0958* NAD 83(1992)-  34 06 13.27415(N)    114 06 46.34954(W)     ADJUSTED  
 EU0958* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 EU0958  ___________________________________________________________________
 EU0958  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 EU0958  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 EU0958  HORZ ORDER  -  SECOND
 EU0958
 EU0958.The horizontal coordinates were established by classical geodetic methods
 EU0958.and adjusted by the National Geodetic Survey in August 1993.
 EU0958
 EU0958.The orthometric height was scaled from a topographic map.
 EU0958
 EU0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0958
 EU0958.The geoid height was determined by GEOID03.
 EU0958
 EU0958;                    North         East     Units Scale Factor Converg.
 EU0958;SPC AZ W     -   344,224.956   179,878.818   MT  0.99994715   -0 12 12.5
 EU0958;SPC AZ W     - 1,129,346.97    590,153.60   iFT  0.99994715   -0 12 12.5
 EU0958;UTM  11      - 3,777,417.062   766,337.535   MT  1.00047452   +1 37 11.1
 EU0958
 EU0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0958!SPC AZ W     -   0.99995093  x   0.99994715  =   0.99989808
 EU0958!UTM  11      -   0.99995093  x   1.00047452  =   1.00042543
 EU0958
 EU0958:                Primary Azimuth Mark                     Grid Az
 EU0958:SPC AZ W     -  OSBORNE AZ MK                            008 23 48.2
 EU0958:UTM  11      -  OSBORNE AZ MK                            006 34 24.6
 EU0958
 EU0958|---------------------------------------------------------------------|
 EU0958| PID    Reference Object                     Distance      Geod. Az  |
 EU0958|                                                           dddmmss.s |
 EU0958| CC6177 OSBORNE AZ MK                                      0081135.7 |
 EU0958| CC6178 OSBORNE RM 1                          3.819 METERS 15341     |
 EU0958| CC6179 OSBORNE RM 2                          4.632 METERS 27631     |
 EU0958|---------------------------------------------------------------------|
 EU0958
 EU0958                          SUPERSEDED SURVEY CONTROL
 EU0958
 EU0958  NAD 83(1986)-  34 06 13.27421(N)    114 06 46.35758(W) AD(       ) 2
 EU0958  NAD 27      -  34 06 13.20800(N)    114 06 43.55500(W) AD(       ) 2
 EU0958
 EU0958.Superseded values are not recommended for survey control.
 EU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0958.See file dsdata.txt to determine how the superseded data were derived.
 EU0958
 EU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6633877417(NAD 83)
 EU0958_MARKER: DS = TRIANGULATION STATION DISK
 EU0958_SETTING: 80 = SET IN A BOULDER
 EU0958_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0958
 EU0958  HISTORY     - Date     Condition        Report By
 EU0958  HISTORY     - 1948     MONUMENTED       CGS
 EU0958
 EU0958                          STATION DESCRIPTION
 EU0958
 EU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0958'STATION LOCATED ON HIGHEST POINT OF CENTER ONE OF THREE POINTS
 EU0958'OF A PROMINENT, LOW, BLACK HILL ABOUT 1/2 MILE AIRLINE SOUTH OF
 EU0958'OSBORNE WASH, ABOUT 11 MILES SOUTH-SOUTHEAST OF PARKER, 8 FEET
 EU0958'WEST OF A CAIRN, PROJECTS 2 INCHES, AND STAMPED, OSBORNE 1948.
 EU0958'
 EU0958'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 EU0958'STATION, PROJECTS 2 INCHES, AND STAMPED, OSBORNE NO 1 1948.
 EU0958'
 EU0958'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 EU0958'STATION, PROJECTS 2 INCHES, AND STAMPED, OSBORNE NO 2 1948.
 EU0958'
 EU0958'AZIMUTH MARK IS SET IN THE SOUTHWEST CONCRETE BASE FOR WINDMILL
 EU0958'LEG, 21 PACES SOUTH OF GRADED ROAD, 4 PACES NORTH OF STEEL WATER
 EU0958'TANK, PROJECTS 8 INCHES, AND STAMPED, OSBORNE 1948.
 EU0958'
 EU0958'TO REACH FROM THE RAILROAD DEPOT AT PARKER, GO SOUTH ON STATE
 EU0958'HIGHWAY 72 FOR 0.4 MILE TO A GRADED ROAD LEFT.  TURN LEFT AND
 EU0958'FOLLOW GRADED ROAD FOR 5.1 MILES TO A DRY WASH.  CONTINUE ON ROAD
 EU0958'FOR 6.1 MILES TO A STEEL WATER TANK, WINDMILL AND CORRAL.
 EU0958'(AZIMUTH MARK IS AT THIS POINT AS DESCRIBED ABOVE) THIS IS THE
 EU0958'END OF TRUCK TRAVEL.  PACK SOUTH ACROSS WASH AND LOW SAND PILES
 EU0958'TO BASE OF HILL.  THENCE PACK UP TO HIGHEST POINT AND STATION
 EU0958'AS DESCRIBED ABOVE.  A 30 MINUTE PACK.
 EU0958'
 EU0958'NOTE--IT IS POSSIBLE TO DRIVE TO STATION WITH A FOUR WHEEL DRIVE
 EU0958'VEHICLE BY GOING ACROSS COUNTRY TOWARD EAST END OF HILL.  THENCE
 EU0958'UP EAST SLOPE OF RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED
 EU0958'ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1448 ***********************************************************************
 DA1448  DESIGNATION -  OSITY
 DA1448  PID         -  DA1448
 DA1448  STATE/COUNTY-  AZ/PIMA
 DA1448  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA1448
 DA1448                         *CURRENT SURVEY CONTROL
 DA1448  ___________________________________________________________________
 DA1448* NAD 83(1992)-  32 30 24.47210(N)    112 09 27.97463(W)     ADJUSTED  
 DA1448* NAVD 88     -       782.     (meters)    2566.     (feet)  SCALED    
 DA1448  ___________________________________________________________________
 DA1448  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DA1448  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA1448  HORZ ORDER  -  THIRD
 DA1448
 DA1448.The horizontal coordinates were established by classical geodetic methods
 DA1448.and adjusted by the National Geodetic Survey in August 1993.
 DA1448
 DA1448.The orthometric height was scaled from a topographic map.
 DA1448
 DA1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1448
 DA1448.The geoid height was determined by GEOID03.
 DA1448
 DA1448;                    North         East     Units Scale Factor Converg.
 DA1448;SPC AZ C     -   167,086.464   190,705.763   MT  0.99990633   -0 07 46.5
 DA1448;SPC AZ C     -   548,183.94    625,675.08   iFT  0.99990633   -0 07 46.5
 DA1448;UTM  12      - 3,597,203.204   391,245.010   MT  0.99974585   -0 37 20.1
 DA1448
 DA1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1448!SPC AZ C     -   0.99988208  x   0.99990633  =   0.99978843
 DA1448!UTM  12      -   0.99988208  x   0.99974585  =   0.99962796
 DA1448
 DA1448:                Primary Azimuth Mark                     Grid Az
 DA1448:SPC AZ C     -  OSITY AZ MK                              090 45 42.1
 DA1448:UTM  12      -  OSITY AZ MK                              091 15 15.7
 DA1448
 DA1448|---------------------------------------------------------------------|
 DA1448| PID    Reference Object                     Distance      Geod. Az  |
 DA1448|                                                           dddmmss.s |
 DA1448| CH6024 OSITY AZ MK                                        0903755.6 |
 DA1448| CH6025 OSITY RM 1                            3.862 METERS 16322     |
 DA1448| CH6026 OSITY RM 2                            4.063 METERS 27740     |
 DA1448|---------------------------------------------------------------------|
 DA1448
 DA1448                          SUPERSEDED SURVEY CONTROL
 DA1448
 DA1448  NAD 83(1986)-  32 30 24.46360(N)    112 09 27.97505(W) AD(       ) 3
 DA1448  NAD 27      -  32 30 24.24600(N)    112 09 25.47400(W) AD(       ) 3
 DA1448
 DA1448.Superseded values are not recommended for survey control.
 DA1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1448.See file dsdata.txt to determine how the superseded data were derived.
 DA1448
 DA1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA9124597203(NAD 83)
 DA1448_MARKER: DS = TRIANGULATION STATION DISK
 DA1448_SETTING: 66 = SET IN ROCK OUTCROP
 DA1448
 DA1448  HISTORY     - Date     Condition        Report By
 DA1448  HISTORY     - 1936     MONUMENTED       CGS
 DA1448
 DA1448                          STATION DESCRIPTION
 DA1448
 DA1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1448'ABOUT 2-1/2 MILES SOUTH OF COPEROSITY WELLS (A SMALL INDIAN
 DA1448'VILLAGE), 13 MILES NORTH AND 7-1/2 MILES WEST OF SANTA ROSA,
 DA1448'IN THE SOUTH EDGE OF T. 10 S., R. 2 E., ON THE HIGHEST POINT
 DA1448'OF A SMALL CONE-SHAPED HILL WHICH IS APPROXIMATELY 400 FEET
 DA1448'HIGH.  THERE ARE HILLS TO THE WEST AND NORTH OF THIS POINT
 DA1448'BUT NONE TO THE EAST.  MARKED BY A STANDARD BRONZE DISK.
 DA1448'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1448'REFERENCE DISK, IS 3.862 METERS (12.67 FEET) FROM
 DA1448'STATION S 16 DEG 38 MIN E.  REFERENCE MARK NO. 2, A
 DA1448'STANDARD BRONZE REFERENCE DISK, IS 4.063 METERS
 DA1448'(13.33 FEET) FROM STATION N 82 DEG 20 MIN W.  THE
 DA1448'AZIMUTH MARK, A STANDARD BRONZE DISK IS ON
 DA1448'THE FIRST PEAK TO THE EAST OF THE STATION, ON THE SAME
 DA1448'RIDGE AS THE STATION AND ABOUT 200 YARDS FROM STATION
 DA1448'S 89 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0498 ***********************************************************************
 GP0498  DESIGNATION -  OTAH
 GP0498  PID         -  GP0498
 GP0498  STATE/COUNTY-  AZ/COCONINO
 GP0498  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0498
 GP0498                         *CURRENT SURVEY CONTROL
 GP0498  ___________________________________________________________________
 GP0498* NAD 83(1992)-  36 31 04.03093(N)    111 35 37.49908(W)     ADJUSTED  
 GP0498* NAVD 88     -      1682.8    (meters)    5521.     (feet)  VERTCON   
 GP0498  ___________________________________________________________________
 GP0498  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 GP0498  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 GP0498  HORZ ORDER  -  SECOND
 GP0498
 GP0498.The horizontal coordinates were established by classical geodetic methods
 GP0498.and adjusted by the National Geodetic Survey in August 1993.
 GP0498
 GP0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0498
 GP0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0498
 GP0498.The geoid height was determined by GEOID03.
 GP0498
 GP0498;                    North         East     Units Scale Factor Converg.
 GP0498;SPC AZ C     -   612,011.191   242,281.017   MT  0.99991030   +0 11 31.8
 GP0498;SPC AZ C     - 2,007,910.73    794,885.23   iFT  0.99991030   +0 11 31.8
 GP0498;UTM  12      - 4,041,544.937   446,838.468   MT  0.99963482   -0 21 12.0
 GP0498
 GP0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0498!SPC AZ C     -   0.99973953  x   0.99991030  =   0.99964986
 GP0498!UTM  12      -   0.99973953  x   0.99963482  =   0.99937445
 GP0498
 GP0498|---------------------------------------------------------------------|
 GP0498| PID    Reference Object                     Distance      Geod. Az  |
 GP0498|                                                           dddmmss.s |
 GP0498| CR7987 OTAH RM 1                             7.663 METERS 03150     |
 GP0498| CR7988 OTAH RM 2                             7.511 METERS 12912     |
 GP0498| GP0487 CURVE                               APPROX. 7.6 KM 3244859.2 |
 GP0498|---------------------------------------------------------------------|
 GP0498
 GP0498                          SUPERSEDED SURVEY CONTROL
 GP0498
 GP0498  NAD 83(1986)-  36 31 04.02963(N)    111 35 37.49448(W) AD(       ) 2
 GP0498  NGVD 29 (07/12/88) 1681.8    (m)         5518.     (f) VERT ANG    3  
 GP0498
 GP0498.Superseded values are not recommended for survey control.
 GP0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0498.See file dsdata.txt to determine how the superseded data were derived.
 GP0498
 GP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4683841545(NAD 83)
 GP0498_MARKER: DS = TRIANGULATION STATION DISK
 GP0498_SETTING: 66 = SET IN ROCK OUTCROP
 GP0498_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0498+STABILITY: POSITION/ELEVATION WELL
 GP0498
 GP0498  HISTORY     - Date     Condition        Report By
 GP0498  HISTORY     - 1983     MONUMENTED       AZDT
 GP0498
 GP0498                          STATION DESCRIPTION
 GP0498
 GP0498'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0498'THE STATION IS LOCATED 28 MILES SOUTHWEST OF PAGE, 9-1/2 MILES NORTH
 GP0498'WEST OF CEDAR RIDGE AND ON THE SOUTHERLY 1 OF 3 SMALL HILLS.
 GP0498'
 GP0498'THE STATION MARK IS AN AZDT DISK STAMPED---OTAH 1983---.  IT IS SET IN
 GP0498'A DRILL HOLE IN BEDROCK.
 GP0498'
 GP0498'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---OTAH RM 1 1983---.  IT IS
 GP0498'SET IN A DRILL HOLE IN BEDROCK.
 GP0498'
 GP0498'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---OTAH RM 2 1983---.  IT IS
 GP0498'SET IN A DRILL HOLE IN BEDROCK.
 GP0498'
 GP0498'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0498'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0498'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN
 GP0498'LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF
 GP0498'U.S. HIGHWAYS 89 AND 89 ALT.  TURN LEFT AND TRAVEL SOUTH ALONG U.S. 89
 GP0498'FOR 9.25 MILES TO MILE POST 514.8 AND THE STATION ON THE LEFT ABOUT
 GP0498'175 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2193 ***********************************************************************
 DU2193  DESIGNATION -  OTERO
 DU2193  PID         -  DU2193
 DU2193  STATE/COUNTY-  AZ/MARICOPA
 DU2193  USGS QUAD   -  MAVERICK MOUNTAIN (1978)
 DU2193
 DU2193                         *CURRENT SURVEY CONTROL
 DU2193  ___________________________________________________________________
 DU2193* NAD 83(1992)-  33 47 27.61313(N)    111 33 39.85407(W)     ADJUSTED  
 DU2193* NAVD 88     -      1434.3    (meters)    4706.     (feet)  VERTCON   
 DU2193  ___________________________________________________________________
 DU2193  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 DU2193  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DU2193  HORZ ORDER  -  FIRST
 DU2193
 DU2193.The horizontal coordinates were established by classical geodetic methods
 DU2193.and adjusted by the National Geodetic Survey in August 1993.
 DU2193
 DU2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2193
 DU2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2193
 DU2193.The geoid height was determined by GEOID03.
 DU2193
 DU2193;                    North         East     Units Scale Factor Converg.
 DU2193;SPC AZ C     -   309,531.019   246,288.693   MT  0.99991336   +0 11 52.0
 DU2193;SPC AZ C     - 1,015,521.72    808,033.77   iFT  0.99991336   +0 11 52.0
 DU2193;UTM  12      - 3,739,124.714   448,059.481   MT  0.99963326   -0 18 43.4
 DU2193
 DU2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2193!SPC AZ C     -   0.99977932  x   0.99991336  =   0.99969270
 DU2193!UTM  12      -   0.99977932  x   0.99963326  =   0.99941266
 DU2193
 DU2193|---------------------------------------------------------------------|
 DU2193| PID    Reference Object                     Distance      Geod. Az  |
 DU2193|                                                           dddmmss.s |
 DU2193| CH6028 OTERO RM 1                            2.806 METERS 08003     |
 DU2193| CH6027 OTERO AZ MK                                        0845557.6 |
 DU2193| DU2192 4687 VA                              13.240 METERS 32721     |
 DU2193|---------------------------------------------------------------------|
 DU2193
 DU2193                          SUPERSEDED SURVEY CONTROL
 DU2193
 DU2193  NAD 83(1986)-  33 47 27.60818(N)    111 33 39.85666(W) AD(       ) 1
 DU2193  NAD 27      -  33 47 27.45600(N)    111 33 37.36700(W) AD(       ) 1
 DU2193  NGVD 29 (07/19/86) 1433.7    (m)         4704.     (f) VERT ANG    3  
 DU2193
 DU2193.Superseded values are not recommended for survey control.
 DU2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2193.See file dsdata.txt to determine how the superseded data were derived.
 DU2193
 DU2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4805939125(NAD 83)
 DU2193_MARKER: DS = TRIANGULATION STATION DISK
 DU2193_SETTING: 80 = SET IN A BOULDER
 DU2193_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2193+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 DU2193
 DU2193  HISTORY     - Date     Condition        Report By
 DU2193  HISTORY     - 1946     MONUMENTED       CGS
 DU2193  HISTORY     - 20080527 GOOD             GEOCAC
 DU2193
 DU2193                          STATION DESCRIPTION
 DU2193
 DU2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2193'THE STATION IS LOCATED ON THE HIGHEST PART OF A PROMINENT
 DU2193'MOUNTAIN KNOW AS GRANITE MOUNTAIN.  IN APPROXIMATE AIRLINE
 DU2193'DISTANCES IT IS ABOUT 15 MILES NORTH OF THE STEWART MOUNTAIN
 DU2193'DAM, 7 MILES SOUTHWEST OF THE SUNFLOWER STORE AND POST OFFICE,
 DU2193'5 MILES EAST OF THE VERDE RIVER, AND ABOUT 4 MILES WEST OF THE
 DU2193'SUNFLOWER-STEWART MOUNTAIN DAM ROAD.
 DU2193'
 DU2193'TO REACH THE STATION FROM THE BUCKHORN, A RESORT LOCATED ON
 DU2193'U.S. 60 AND 70 ABOUT 7.5 MILES EAST OF MESA, ARIZONA, GO EAST
 DU2193'ON U.S. 60 AND 70 FOR 1.0 MILES TO A INTERSECTION.  TAKE
 DU2193'THE LEFT ROAD HERE AS PER SIGN BUSH HIGHWAY AND FOLLOW THE
 DU2193'MAIN GRADED ROAD FOR 6.25 MILES TO A FORK.  TAKE THE RIGHT
 DU2193'FORK WHICH PASSES OVER A CATTLE GUARD, AND ONCE AGAIN FOLLOWING
 DU2193'THE MAIN TRAVELED GRADED ROAD GO FOR 6.85 MILES TO THE BRIDGE
 DU2193'ACROSS THE RIVER AT THE BLUE POINT FOREST SERVICE PICNIC
 DU2193'GROUNDS.  CROSS THE RIVER AND FOLLOW THE HIGHWAY FOR 2.2
 DU2193'MILES TO A FORK.  TAKE THE LEFT FORK UP THE HILL AS PER SIGN
 DU2193'TO PAYSON AND FOLLOW THE MAIN TRAVELED GRADED ROAD FOR
 DU2193'19.55 MILES TO A CATTLE GUARD ACROSS THE ROAD AT THE TOP
 DU2193'OF A SMALL PASS.  CROSS THIS CATTLE GUARD AND CONTINUE ON
 DU2193'THE GRADED ROAD FOR 0.4 MILE TO A DIM TRACK ROAD GOING
 DU2193'OFF TO THE LEFT.  TURN LEFT OFF THE GRADED ROAD HERE AND
 DU2193'FOLLOW THIS TRACK ROAD FOR 0.1 MILES TO A GATE, PASS
 DU2193'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD, PAST THE
 DU2193'CORRALS, TO THE EDGE OF THE WASH AND THE END OF TRUCK
 DU2193'TRAVEL.  THIS POINT IS 0.5 MILES BEYOND THE GATE.  FROM
 DU2193'HERE EITHER PACK OR TAKE A JEEP ACROSS THE WASH AND DOWN
 DU2193'THE WASH FOR 0.25 MILES TO ANOTHER WASH COMING INTO THE
 DU2193'MAIN WASH ON THE RIGHT.  TURN RIGHT HERE AND GO UP THIS
 DU2193'WASH FOR 0.5 MILES TO AN EXCELLENT SPRING.  CONTINUE ON
 DU2193'UP THE WASH OVER SOME REAL ROCKY PLACES GOING FOR 0.15
 DU2193'MILES TO A FORK IN THE WASHES.  TAKE THE LEFT WASH AND GO
 DU2193'FOR 0.1 MILE TO A GATE.  PASS THROUGH THIS GATE AND GO 0.1 MILE
 DU2193'FURTHER UP THE WASH TO A CORRAL.  PASS BY THIS CORRAL AND
 DU2193'CONTINUE FOR 0.8 MILES TO ANOTHER FORK.  TAKE THE LEFT MAIN
 DU2193'TRAVELED WASH AND GO 0.2 MILES TO THE AZIMUTH MARK ON THE
 DU2193'SMALL ROCKY KNOLL ABOUT 100 FEET TO THE LEFT.  CONTINUE ON
 DU2193'UP THE WASH FOR 1.9 MILES.  THENCE TURN LEFT UP A FAIRLY
 DU2193'STEEP WASH AND GO 0.1 MILES TO THE END OF JEEP TRAVEL.  (THE
 DU2193'STATION CAN BE SEEN DIRECTLY AHEAD UP THE WASH AFTER PASSING
 DU2193'THE FIRST FORK IN THE WASH AFTER THE SPRING.) FROM THE END
 DU2193'OF JEEP TRAVEL PACK EAST UP TO THE TOP OF A SMALL RIDGE,
 DU2193'THEN TURN RIGHT AND FOLLOW THIS RIDGE UP THE MOUNTAIN TO
 DU2193'THE HIGHEST POINT AND THE STATION.
 DU2193'
 DU2193'THE STATION IS A STANDARD TRIANGULATION MARK STAMPED OTERO 1946,
 DU2193'SET IN A BOULDER WHICH PROJECTS ABOUT 6 FEET ABOVE THE
 DU2193'SURROUNDING SURFACE.  IT IS LOCATED ABOUT 40 FEET SOUTH-SOUTHEAST
 DU2193'OF THE HIGHEST BOULDER ON THE TOP OF THE MOUNTAIN.
 DU2193'
 DU2193'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED
 DU2193'OTERO NO 1 1946, SET IN A BOULDER WHICH PROJECTS ABOUT 7 FEET
 DU2193'ABOVE THE SURROUNDING SURFACE AND IS ABOUT 4 INCHES LOWER
 DU2193'THAN THE STATION.  IT IS LOCATED EAST OF THE STATION.
 DU2193'
 DU2193'REFERENCE MARK NO. 2 IS A STANDARD USGS BENCH MARK STAMPED
 DU2193'4687 VA, SET IN A BOULDER WHICH PROJECTS 6 FEET ABOVE THE
 DU2193'SURROUNDING SURFACE AND IS 1.23 METERS ABOVE THE STATION
 DU2193'MARK.  IT IS LOCATED NORTHWEST OF THE STATION.
 DU2193'
 DU2193'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED OTERO 1946,
 DU2193'SET IN A BOULDER WHICH PROJECTS 3 FEET ABOVE THE SURROUNDING
 DU2193'SURFACE.  IT IS LOCATED 3/4 MILE EAST OF THE STATION, AND IS
 DU2193'5 FEET NORTH AND 5 FEET BELOW A ROCK CAIRN WHICH IS ON THE
 DU2193'HIGHEST POINT OF THE KNOLL
 DU2193'
 DU2193'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DU2193
 DU2193                          STATION RECOVERY (2008)
 DU2193
 DU2193'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2193'STATION OTERO, OTERO RM 1 AND OTERO RM 2 (PID DU2192) RECOVERED IN
 DU2193'GOOD CONDITION.
 DU2193'SUPPLEMENTAL TO REACH INFORMATION FOLLOWS.  TURN WEST OFF STATE
 DU2193'HIGHWAY 87 AT N33 47.846
 DU2193'W111 29.520 JUST NORTH OF THE SYCAMORE CREEK BRIDGE. THE JEEP TRACK
 DU2193'LEADING TO THE BASE
 DU2193'OF GRANITE MOUNTAIN IS NOW DESIGNATED BY THE US FOREST SERVICE AS FS
 DU2193'ROAD 3456.  FS 3456
 DU2193'FOLLOWS SYCAMORE CREEK DOWNSTREAM TO N33 47.387 W111 30.303 AT WHICH
 DU2193'POINT IT TURNS
 DU2193'OFF TO THE RIGHT AND PASSES THROUGH LOG CORRAL CANYON AND THEN ALONG
 DU2193'THE BASE OF GRANITE
 DU2193'MOUNTAIN.  SUGGESTED PACK ROUTE FOLLOWS NORTH RIDGE MEETING FS 3456 AT
 DU2193'N33 47.856
 DU2193'W111 32.790.   NOTE  FS 3456 WILL NOT BE PASSIBLE BY VEHICLE WITHOUT
 DU2193'SPECIALIZED 4X4
 DU2193'EQUIPMENT OR ATV.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2250 ***********************************************************************
 DU2250  DESIGNATION -  OUT
 DU2250  PID         -  DU2250
 DU2250  STATE/COUNTY-  AZ/MARICOPA
 DU2250  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2250
 DU2250                         *CURRENT SURVEY CONTROL
 DU2250  ___________________________________________________________________
 DU2250* NAD 83(2007)-  33 35 27.29870(N)    111 58 40.64555(W)     ADJUSTED  
 DU2250* NAVD 88     -       418.7    (meters)    1374.     (feet)  VERTCON   
 DU2250  ___________________________________________________________________
 DU2250  EPOCH DATE  -        2007.00
 DU2250  X           -  -1,990,568.184 (meters)                     COMP
 DU2250  Y           -  -4,932,291.576 (meters)                     COMP
 DU2250  Z           -   3,508,954.055 (meters)                     COMP
 DU2250  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DU2250  ELLIP HEIGHT-         389.252 (meters)          (02/10/07) ADJUSTED
 DU2250  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU2250
 DU2250  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2250  Type    PID    Designation                      North   East  Ellip
 DU2250  -------------------------------------------------------------------
 DU2250  NETWORK DU2250 OUT                               2.49   1.88   5.39
 DU2250  -------------------------------------------------------------------
 DU2250
 DU2250.The horizontal coordinates were established by GPS observations
 DU2250.and adjusted by the National Geodetic Survey in February 2007.
 DU2250
 DU2250.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2250.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2250.The horizontal coordinates are valid at the epoch date displayed above.
 DU2250.The epoch date for horizontal control is a decimal equivalence
 DU2250.of Year/Month/Day.
 DU2250
 DU2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2250
 DU2250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2250
 DU2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2250
 DU2250.The ellipsoidal height was determined by GPS observations
 DU2250.and is referenced to NAD 83.
 DU2250
 DU2250.The geoid height was determined by GEOID03.
 DU2250
 DU2250;                    North         East     Units Scale Factor Converg.
 DU2250;SPC AZ C     -   287,285.040   207,671.267   MT  0.99990040   -0 02 02.1
 DU2250;SPC AZ C     -   942,536.22    681,336.18   iFT  0.99990040   -0 02 02.1
 DU2250;UTM  12      - 3,717,227.588   409,255.440   MT  0.99970152   -0 32 28.0
 DU2250
 DU2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2250!SPC AZ C     -   0.99993889  x   0.99990040  =   0.99983930
 DU2250!UTM  12      -   0.99993889  x   0.99970152  =   0.99964043
 DU2250
 DU2250                          SUPERSEDED SURVEY CONTROL
 DU2250
 DU2250  ELLIP H (06/11/02)  389.279  (m)                       GP(       ) 4 2
 DU2250  NAD 83(1992)-  33 35 27.29728(N)    111 58 40.64481(W) AD(       ) 1
 DU2250  ELLIP H (08/23/93)  389.372  (m)                       GP(       ) 4 2
 DU2250  NAD 83(1986)-  33 35 27.29156(N)    111 58 40.65027(W) AD(       ) 1
 DU2250  NGVD 29 (09/11/89)  418.1    (m)         1372.     (f) GPS OBS     3  
 DU2250
 DU2250.Superseded values are not recommended for survey control.
 DU2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2250.See file dsdata.txt to determine how the superseded data were derived.
 DU2250
 DU2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0925517228(NAD 83)
 DU2250_MARKER: DD = SURVEY DISK
 DU2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2250+STABILITY: SURFACE MOTION
 DU2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2250+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2250
 DU2250  HISTORY     - Date     Condition        Report By
 DU2250  HISTORY     - 1986     MONUMENTED       AZDT
 DU2250  HISTORY     - 20061129 MARK NOT FOUND   GEOCAC
 DU2250
 DU2250                          STATION DESCRIPTION
 DU2250
 DU2250'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2250'THE STATION IS LOCATED ABOUT 12.16 KM (7.5 MI) NORTHWEST OF
 DU2250'SCOTTSDALE, ARIZONA.
 DU2250'
 DU2250'TO REACH THE STATION FROM THE INTERSECTION OF TATUM BLVD. AND SHEA
 DU2250'BLVD., GO NORTH ON TATUM BLVD. FOR 0.89 KM (0.55 MI) TO THE STATION
 DU2250'ON THE LEFT IN THE MEDIAN ON THE NORTH END OF THE BRIDGE.
 DU2250'
 DU2250'THE STATION IS A STANDARD AGS DISK
 DU2250'STAMPED---OUT 1986---,
 DU2250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2250'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DU2250'1.34 METERS (4.4 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 DU2250'NORTHBOUND TATUM BLVD. BRIDGE,
 DU2250'6.4 METERS (21 FT) WEST FROM THE CENTERLINE OF THE NORTHBOUND LANE
 DU2250'OF TATUM BLVD.,
 DU2250'5.82 METERS (19.1 FT) SOUTH-SOUTHEAST FROM THE EAST END OF A CHAIN
 DU2250'LINK FENCE IN THE MEDIAN,
 DU2250'1.04 METERS (3.4 FT) NORTH FROM THE NORTH BRIDGE RETAINING WALL,
 DU2250'1.67 METERS (5.5 FT) SOUTH FROM A WITNESS POST AND SIGN.
 DU2250'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2250'STAMPED---OUT 1986---,
 DU2250'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DU2250
 DU2250                          STATION RECOVERY (2006)
 DU2250
 DU2250'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2250'MARK NOT RECOVERED. THE MEDIAN HAS BEEN PAVED OVER WITH CONCRETE AND
 DU2250'DECORATIVE BRICK AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2026 ***********************************************************************
 CZ2026  DESIGNATION -  OVER
 CZ2026  PID         -  CZ2026
 CZ2026  STATE/COUNTY-  AZ/PINAL
 CZ2026  USGS QUAD   -  ELOY NORTH (1992)
 CZ2026
 CZ2026                         *CURRENT SURVEY CONTROL
 CZ2026  ___________________________________________________________________
 CZ2026* NAD 83(1992)-  32 46 19.86665(N)    111 30 56.61982(W)     ADJUSTED  
 CZ2026* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 CZ2026  ___________________________________________________________________
 CZ2026  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 CZ2026  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ2026  HORZ ORDER  -  FIRST
 CZ2026
 CZ2026.The horizontal coordinates were established by classical geodetic methods
 CZ2026.and adjusted by the National Geodetic Survey in August 1993.
 CZ2026
 CZ2026.The orthometric height was scaled from a topographic map.
 CZ2026
 CZ2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2026
 CZ2026.The geoid height was determined by GEOID03.
 CZ2026
 CZ2026;                    North         East     Units Scale Factor Converg.
 CZ2026;SPC AZ C     -   196,559.990   250,921.401   MT  0.99991739   +0 13 01.3
 CZ2026;SPC AZ C     -   644,881.86    823,232.94   iFT  0.99991739   +0 13 01.3
 CZ2026;UTM  12      - 3,626,149.503   451,699.162   MT  0.99962877   -0 16 45.0
 CZ2026
 CZ2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2026!SPC AZ C     -   0.99993020  x   0.99991739  =   0.99984760
 CZ2026!UTM  12      -   0.99993020  x   0.99962877  =   0.99955900
 CZ2026
 CZ2026|---------------------------------------------------------------------|
 CZ2026| PID    Reference Object                     Distance      Geod. Az  |
 CZ2026|                                                           dddmmss.s |
 CZ2026| CH6029 OVER RM 1                            15.450 METERS 18410     |
 CZ2026| CH6030 OVER RM 2                            17.840 METERS 27139     |
 CZ2026|---------------------------------------------------------------------|
 CZ2026
 CZ2026                          SUPERSEDED SURVEY CONTROL
 CZ2026
 CZ2026  NAD 83(1986)-  32 46 19.86068(N)    111 30 56.62000(W) AD(       ) 1
 CZ2026  NAD 27      -  32 46 19.63300(N)    111 30 54.18400(W) AD(       ) 1
 CZ2026
 CZ2026.Superseded values are not recommended for survey control.
 CZ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2026.See file dsdata.txt to determine how the superseded data were derived.
 CZ2026
 CZ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5169926150(NAD 83)
 CZ2026_MARKER: DS = TRIANGULATION STATION DISK
 CZ2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2026
 CZ2026  HISTORY     - Date     Condition        Report By
 CZ2026  HISTORY     - 1935     MONUMENTED       CGS
 CZ2026  HISTORY     - 1947     SEE DESCRIPTION  CGS
 CZ2026  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ2026  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 CZ2026
 CZ2026                          STATION DESCRIPTION
 CZ2026
 CZ2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ2026'ABOUT 14 MILES SOUTH OF COOLIDGE, ON THE WEST SIDE OF STATE
 CZ2026'HIGHWAY NO. 87, AND ABOUT 2-1/2 MILES NORTH OF THE OVERPASS
 CZ2026'ACROSS THE SOUTHERN PACIFIC RAILROAD.  STATION IS ABOUT 50
 CZ2026'FEET FROM THE ROAD AND IS MARKED BY STANDARD BRONZE DISKS.
 CZ2026'REFERENCE MARK NO. 1, A STANDARD
 CZ2026'BRONZE REFERENCE DISK IS 15.450 METERS (50.69
 CZ2026'FEET) FROM STATION S 04 DEG 10 MIN W.  REFERENCE MARK
 CZ2026'NO. 2, A STANDARD BRONZE REFERENCE DISK IS 17.840
 CZ2026'METERS (58.53 FEET) FROM STATION N 88 DEG 21 MIN W.
 CZ2026
 CZ2026                          STATION RECOVERY (1947)
 CZ2026
 CZ2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AF)
 CZ2026'STATION MARK AND REFERENCE MARKS HAVE BEEN UPROOTED AND MOVED
 CZ2026'FROM FORMER LOCATION.  STATION CANNOT BE REESTABLISHED FROM
 CZ2026'PRESENT LOCATION OF MARKS.
 CZ2026
 CZ2026                          STATION RECOVERY (1963)
 CZ2026
 CZ2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ2026'THIS MARK LOOKED FOR AND NOT FOUND, ROAD CONSTRUCTION HAS
 CZ2026'NO DOUBT DESTROYED THIS MARK.
 CZ2026
 CZ2026                          STATION RECOVERY (2007)
 CZ2026
 CZ2026'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2026'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2026'MARK.
 CZ2026'SEE THE NOTE FROM 1947.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2246 ***********************************************************************
 DV2246  DESIGNATION -  OVER
 DV2246  PID         -  DV2246
 DV2246  STATE/COUNTY-  AZ/MARICOPA
 DV2246  USGS QUAD   -  GLENDALE (1982)
 DV2246
 DV2246                         *CURRENT SURVEY CONTROL
 DV2246  ___________________________________________________________________
 DV2246* NAD 83(2007)-  33 33 48.96102(N)    112 13 01.04332(W)     ADJUSTED  
 DV2246* NAVD 88     -       356.9    (meters)    1171.     (feet)  VERTCON   
 DV2246  ___________________________________________________________________
 DV2246  EPOCH DATE  -        2007.00
 DV2246  X           -  -2,011,739.027 (meters)                     COMP
 DV2246  Y           -  -4,925,448.727 (meters)                     COMP
 DV2246  Z           -   3,506,395.303 (meters)                     COMP
 DV2246  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 DV2246  ELLIP HEIGHT-         327.050 (meters)          (02/10/07) ADJUSTED
 DV2246  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2246
 DV2246  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2246  Type    PID    Designation                      North   East  Ellip
 DV2246  -------------------------------------------------------------------
 DV2246  NETWORK DV2246 OVER                              3.16   2.29   5.45
 DV2246  -------------------------------------------------------------------
 DV2246
 DV2246.The horizontal coordinates were established by GPS observations
 DV2246.and adjusted by the National Geodetic Survey in February 2007.
 DV2246
 DV2246.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2246.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2246.The horizontal coordinates are valid at the epoch date displayed above.
 DV2246.The epoch date for horizontal control is a decimal equivalence
 DV2246.of Year/Month/Day.
 DV2246
 DV2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2246
 DV2246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2246
 DV2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2246
 DV2246.The ellipsoidal height was determined by GPS observations
 DV2246.and is referenced to NAD 83.
 DV2246
 DV2246.The geoid height was determined by GEOID03.
 DV2246
 DV2246;                    North         East     Units Scale Factor Converg.
 DV2246;SPC AZ C     -   284,294.302   185,479.468   MT  0.99990958   -0 09 57.7
 DV2246;SPC AZ C     -   932,724.09    608,528.44   iFT  0.99990958   -0 09 57.7
 DV2246;UTM  12      - 3,714,433.836   387,041.946   MT  0.99975730   -0 40 22.4
 DV2246
 DV2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2246!SPC AZ C     -   0.99994866  x   0.99990958  =   0.99985824
 DV2246!UTM  12      -   0.99994866  x   0.99975730  =   0.99970597
 DV2246
 DV2246                          SUPERSEDED SURVEY CONTROL
 DV2246
 DV2246  ELLIP H (06/11/02)  327.087  (m)                       GP(       ) 4 2
 DV2246  NAD 83(1992)-  33 33 48.95818(N)    112 13 01.04263(W) AD(       ) 1
 DV2246  ELLIP H (08/23/93)  327.230  (m)                       GP(       ) 4 2
 DV2246  NAD 83(1986)-  33 33 48.95363(N)    112 13 01.04815(W) AD(       ) 1
 DV2246  NGVD 29 (09/11/89)  356.3    (m)         1169.     (f) GPS OBS     3  
 DV2246
 DV2246.Superseded values are not recommended for survey control.
 DV2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2246.See file dsdata.txt to determine how the superseded data were derived.
 DV2246
 DV2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8704214434(NAD 83)
 DV2246_MARKER: DD = SURVEY DISK
 DV2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2246+STABILITY: SURFACE MOTION
 DV2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2246+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2246
 DV2246  HISTORY     - Date     Condition        Report By
 DV2246  HISTORY     - 1986     MONUMENTED       AZDT
 DV2246  HISTORY     - 20060911 MARK NOT FOUND   GEOCAC
 DV2246
 DV2246                          STATION DESCRIPTION
 DV2246
 DV2246'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2246'THE STATION IS LOCATED ABOUT 3.24 KM (2.0 MI) NORTHWEST OF
 DV2246'GLENDALE, ARIZONA.
 DV2246'
 DV2246'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE AND 75TH
 DV2246'AVENUE AND OLIVE AVENUE, GO SOUTHEAST ON GRAND AVENUE FOR 0.41 KM
 DV2246'(0.25 MI) TO THE STATION ON THE RIGHT ON A RAILROAD OVERPASS.
 DV2246'
 DV2246'THE STATION IS A STANDARD A.G.S. DISK
 DV2246'STAMPED---OVER 1986---,
 DV2246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2246'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2246'54.01 METERS (177.2 FT) WEST FROM THE SOUTHWEST END OF OVERPASS
 DV2246'HEADWALL ON THE SOUTH SIDE,
 DV2246'6.4 METERS (21.0 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND
 DV2246'LANE OF GRAND AVENUE,
 DV2246'0.91 METERS (3.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN.
 DV2246'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2246'STAMPED---OVER 1986---,
 DV2246'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2246
 DV2246                          STATION RECOVERY (2006)
 DV2246
 DV2246'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1248 ***********************************************************************
 CY1248  DESIGNATION -  OVER
 CY1248  PID         -  CY1248
 CY1248  STATE/COUNTY-  AZ/COCHISE
 CY1248  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1248
 CY1248                         *CURRENT SURVEY CONTROL
 CY1248  ___________________________________________________________________
 CY1248* NAD 83(1992)-  32 08 01.51098(N)    109 54 39.20836(W)     ADJUSTED  
 CY1248* NAVD 88     -      1276.6    (meters)    4188.     (feet)  VERTCON   
 CY1248  ___________________________________________________________________
 CY1248  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CY1248  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY1248  HORZ ORDER  -  SECOND
 CY1248
 CY1248.The horizontal coordinates were established by classical geodetic methods
 CY1248.and adjusted by the National Geodetic Survey in August 1993.
 CY1248
 CY1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1248
 CY1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1248
 CY1248.The geoid height was determined by GEOID03.
 CY1248
 CY1248;                    North         East     Units Scale Factor Converg.
 CY1248;SPC AZ E     -   125,725.795   237,491.497   MT  0.99990718   +0 08 09.8
 CY1248;SPC AZ E     -   412,486.20    779,171.58   iFT  0.99990718   +0 08 09.8
 CY1248;UTM  12      - 3,555,780.711   602,725.235   MT  0.99973013   +0 34 45.6
 CY1248
 CY1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1248!SPC AZ E     -   0.99980387  x   0.99990718  =   0.99971107
 CY1248!UTM  12      -   0.99980387  x   0.99973013  =   0.99953405
 CY1248
 CY1248|---------------------------------------------------------------------|
 CY1248| PID    Reference Object                     Distance      Geod. Az  |
 CY1248|                                                           dddmmss.s |
 CY1248| CS5432 OVER RM 1                             9.191 METERS 07606     |
 CY1248| CS5433 OVER RM 2                             5.635 METERS 14242     |
 CY1248|---------------------------------------------------------------------|
 CY1248
 CY1248                          SUPERSEDED SURVEY CONTROL
 CY1248
 CY1248  NAD 83(1986)-  32 08 01.50431(N)    109 54 39.20484(W) AD(       ) 2
 CY1248  NGVD 29 (03/13/91) 1275.8    (m)         4186.     (f) VERT ANG    3  
 CY1248
 CY1248.Superseded values are not recommended for survey control.
 CY1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1248.See file dsdata.txt to determine how the superseded data were derived.
 CY1248
 CY1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0272555781(NAD 83)
 CY1248_MARKER: DS = TRIANGULATION STATION DISK
 CY1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1248+STABILITY: SURFACE MOTION
 CY1248
 CY1248  HISTORY     - Date     Condition        Report By
 CY1248  HISTORY     - 1982     MONUMENTED       AZDT
 CY1248
 CY1248                          STATION DESCRIPTION
 CY1248
 CY1248'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY1248'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WILLCOX, ARIZONA,
 CY1248'BESIDE U.S. HWY 666.
 CY1248'
 CY1248'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AT U.S. I-10 AND U.
 CY1248'S. HWY 666, WHICH IS 8.5 MILES SOUTHWEST OF WILLCOX, ARIZONA.  TRAVEL
 CY1248'SOUTHEAST ON U.S. 666 FOR 3.95 MILES TO A RAILROAD OVERPASS AND THE
 CY1248'STATION ON THE RIGHT.
 CY1248'
 CY1248'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---OVER 1982---.
 CY1248'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CY1248'SET LEVEL WITH THE GROUND.  THE STATION MARK IS 16 FOOT WEST OF THE
 CY1248'CENTERLINE OF HWY 666.  THE UNDER GROUND DISK IS SET IS SET IN A
 CY1248'IRREGULAR MASS OF CONCRETE 32-INCHES BELOW THE SURFACE MARK.
 CY1248'
 CY1248'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---OVER 1982---SET
 CY1248'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 CY1248'
 CY1248'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---OVER RM 2---SET
 CY1248'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 CY1248'
 CY1248'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE USGS COCHISE OR USGS
 CY1248'BM-4179.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1227 ***********************************************************************
 CG1227  DESIGNATION -  OVER
 CG1227  PID         -  CG1227
 CG1227  STATE/COUNTY-  AZ/PIMA
 CG1227  USGS QUAD   -  SAHUARITA (1981)
 CG1227
 CG1227                         *CURRENT SURVEY CONTROL
 CG1227  ___________________________________________________________________
 CG1227* NAD 83(2007)-  31 57 28.71387(N)    110 59 17.45715(W)     ADJUSTED  
 CG1227* NAVD 88     -       875.92   (meters)    2873.7    (feet)  LEVELING  
 CG1227  ___________________________________________________________________
 CG1227  EPOCH DATE  -        2007.00
 CG1227  X           -  -1,940,323.542 (meters)                     COMP
 CG1227  Y           -  -5,057,833.459 (meters)                     COMP
 CG1227  Z           -   3,356,926.691 (meters)                     COMP
 CG1227  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CG1227  ELLIP HEIGHT-         846.345 (meters)          (02/10/07) ADJUSTED
 CG1227  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1227
 CG1227  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1227  Type    PID    Designation                      North   East  Ellip
 CG1227  -------------------------------------------------------------------
 CG1227  NETWORK CG1227 OVER                              0.92   0.74   1.39
 CG1227  -------------------------------------------------------------------
 CG1227  VERT ORDER  -  THIRD ?
 CG1227
 CG1227.The horizontal coordinates were established by GPS observations
 CG1227.and adjusted by the National Geodetic Survey in February 2007.
 CG1227
 CG1227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1227.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1227.The horizontal coordinates are valid at the epoch date displayed above.
 CG1227.The epoch date for horizontal control is a decimal equivalence
 CG1227.of Year/Month/Day.
 CG1227
 CG1227.The orthometric height was determined by differential leveling.
 CG1227.The vertical network tie was performed by a horz. field party for horz.
 CG1227.obs reductions. Reset procedures were used to establish the elevation.
 CG1227
 CG1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1227
 CG1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1227
 CG1227.The ellipsoidal height was determined by GPS observations
 CG1227.and is referenced to NAD 83.
 CG1227
 CG1227.The geoid height was determined by GEOID03.
 CG1227
 CG1227;                    North         East     Units Scale Factor Converg.
 CG1227;SPC AZ C     -   106,584.034   301,128.300   MT  0.99999497   +0 29 29.3
 CG1227;SPC AZ C     -   349,685.15    987,953.74   iFT  0.99999497   +0 29 29.3
 CG1227;UTM  12      - 3,535,777.735   501,116.731   MT  0.99960002   +0 00 22.5
 CG1227
 CG1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1227!SPC AZ C     -   0.99986713  x   0.99999497  =   0.99986210
 CG1227!UTM  12      -   0.99986713  x   0.99960002  =   0.99946720
 CG1227
 CG1227|---------------------------------------------------------------------|
 CG1227| PID    Reference Object                     Distance      Geod. Az  |
 CG1227|                                                           dddmmss.s |
 CG1227| AH4887 OVER RM 1                             7.602 METERS 09350     |
 CG1227| AH4888 OVER RM 2                            18.983 METERS 15820     |
 CG1227| AM6952 OVER AZ MK                                         26749     |
 CG1227| CG0269 PA 5 2                               76.595 METERS 29349     |
 CG1227|---------------------------------------------------------------------|
 CG1227
 CG1227                          SUPERSEDED SURVEY CONTROL
 CG1227
 CG1227  ELLIP H (06/11/02)  846.375  (m)                       GP(       ) 4 2
 CG1227  NAD 83(1992)-  31 57 28.71502(N)    110 59 17.45571(W) AD(       ) 1
 CG1227  ELLIP H (08/23/93)  846.469  (m)                       GP(       ) 4 2
 CG1227  NAD 83(1986)-  31 57 28.70938(N)    110 59 17.45275(W) AD(       ) 1
 CG1227  NGVD 29 (10/30/98)  875.1    (m)         2871.     (f) VERT ANG    3  
 CG1227
 CG1227.Superseded values are not recommended for survey control.
 CG1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1227.See file dsdata.txt to determine how the superseded data were derived.
 CG1227
 CG1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0111735778(NAD 83)
 CG1227_MARKER: DS = TRIANGULATION STATION DISK
 CG1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1227_SP_SET: CONCRETE POST
 CG1227_STAMPING: OVER 1987
 CG1227_MARK LOGO: AZDT  
 CG1227_PROJECTION: FLUSH
 CG1227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1227+STABILITY: SURFACE MOTION
 CG1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1227+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG1227
 CG1227  HISTORY     - Date     Condition        Report By
 CG1227  HISTORY     - 1987     MONUMENTED       AZDT
 CG1227  HISTORY     - 19901002 GOOD             PIMACO
 CG1227  HISTORY     - 19950307 GOOD             USPSQD
 CG1227  HISTORY     - 19990213 GOOD             USPSQD
 CG1227  HISTORY     - 20060316 GOOD             USPSQD
 CG1227  HISTORY     - 20070527 GOOD             GEOCAC
 CG1227
 CG1227                          STATION DESCRIPTION
 CG1227
 CG1227'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1227'THE STATION IS LOCATED 2 MILES WEST OF SAHUARITA AT THE INTERSTATE
 CG1227'HIGHWAY 19, HELMET PEAK TRAFFIC INTERCHANGE.
 CG1227'THE STATION MARK IS AN AZDT DISK STAMPED---OVER 1987---.  IT IS SET IN
 CG1227'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 27 FEET NORTH OF HELMET
 CG1227'PEAK ROAD 13 FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE OVER I-19
 CG1227'AND 3 FEET NORTH OF THE GUARD RAIL.
 CG1227'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---OVER RM 1 1987---.  IT IS
 CG1227'SET IN TOP OF THE NORTHWEST BRIDGE ABUTMENT HEADWALL.
 CG1227'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---OVER RM 2 1987---.  IT IS
 CG1227'SET IN TOP OF THE WEST END OF THE SOUTHWEST ABUTMENT HEADWALL.
 CG1227'TO REACH THE STATION FROM SAHUARITA TRAVEL WEST 2.0 MILES TO THE I-19
 CG1227'OVER PASS AND STATION ON THE NORTHWEST EMBANKMENT.
 CG1227'TO REACH PA 5 AZIMUTH MARK FROM THE STATION TRAVEL WEST ALONG HELMET
 CG1227'PEAK ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.  97 FEET SOUTH OF THE
 CG1227'CENTER LINE OF THE ROAD, 5 FEET SOUTH OF THE WITNESS PAST AND UNDER
 CG1227'THE RIGHT OF WAY FENCE.
 CG1227
 CG1227                          STATION RECOVERY (1990)
 CG1227
 CG1227'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG1227'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1227'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1227'SOUTH ON I-19 APPROX 16 MI (25.7 KM) TO HELMET PEAK RD (EXIT KM 75),
 CG1227'THE MONUMENT IS 15 FT (4.6 M) WEST OF THE WEST ABUTMENT OF OVERPASS
 CG1227'ON HELMET PEAK ROAD AT I-19, 2 FT (0.6 M) NORTH OF THE NORTH GUARD
 CG1227'RAIL.  TOWNSHIP 17 SOUTH, RANGE 13 EAST, SECTION 11, GILA AND SALT
 CG1227'RIVER MERIDIAN.
 CG1227'MARKER IS A STANDARD 3-1/2 INCH ALUMINUM DISK SET IN CONCRETE
 CG1227'INSCRIBED WITH, ARIZONA DOT HWY DIV P M GEODETIC SURVEY, AND STAMPED,
 CG1227'OVER 1987, SET 0.2 FT (0.1 M) ABOVE GROUND.
 CG1227
 CG1227                          STATION RECOVERY (1995)
 CG1227
 CG1227'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG1227'RECOVERED IN GOOD CONDITION.
 CG1227
 CG1227                          STATION RECOVERY (1999)
 CG1227
 CG1227'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG1227'RECOVERED IN GOOD CONDITION.
 CG1227
 CG1227                          STATION RECOVERY (2006)
 CG1227
 CG1227'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG1227'RECOVERED AS DESCRIBED.
 CG1227
 CG1227                          STATION RECOVERY (2007)
 CG1227
 CG1227'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1445 ***********************************************************************
 CZ1445  DESIGNATION -  OVER PASS RM 2
 CZ1445  PID         -  CZ1445
 CZ1445  STATE/COUNTY-  AZ/PINAL
 CZ1445  USGS QUAD   -  RED ROCK (1993)
 CZ1445
 CZ1445                         *CURRENT SURVEY CONTROL
 CZ1445  ___________________________________________________________________
 CZ1445* NAD 83(1986)-  32 34 21.     (N)    111 19 22.     (W)     SCALED    
 CZ1445* NAVD 88     -       577.969  (meters)    1896.22   (feet)  ADJUSTED  
 CZ1445  ___________________________________________________________________
 CZ1445  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CZ1445  DYNAMIC HT  -         577.219 (meters)    1893.76  (feet)  COMP
 CZ1445  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 CZ1445
 CZ1445  VERT ORDER  -  FIRST     CLASS II
 CZ1445
 CZ1445.The horizontal coordinates were scaled from a topographic map and have
 CZ1445.an estimated accuracy of +/- 6 seconds.
 CZ1445
 CZ1445.The orthometric height was determined by differential leveling
 CZ1445.and adjusted in June 1991.
 CZ1445
 CZ1445.The geoid height was determined by GEOID03.
 CZ1445
 CZ1445.The dynamic height is computed by dividing the NAVD 88
 CZ1445.geopotential number by the normal gravity value computed on the
 CZ1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1445.degrees latitude (g = 980.6199 gals.).
 CZ1445
 CZ1445.The modeled gravity was interpolated from observed gravity values.
 CZ1445
 CZ1445;                    North         East    Units  Estimated Accuracy
 CZ1445;SPC AZ C     -   174,500.      269,120.      MT  (+/- 180 meters Scaled)
 CZ1445
 CZ1445                          SUPERSEDED SURVEY CONTROL
 CZ1445
 CZ1445.No superseded survey control is available for this station.
 CZ1445
 CZ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB697039(NAD 83)
 CZ1445_MARKER: DB = BENCH MARK DISK
 CZ1445_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ1445_SP_SET: CONCRETE CURB OVER ABUTMENT
 CZ1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1445
 CZ1445  HISTORY     - Date     Condition        Report By
 CZ1445  HISTORY     - 1960     MONUMENTED       AZHD
 CZ1445  HISTORY     - 1980     GOOD             NGS
 CZ1445  HISTORY     - 20000315 MARK NOT FOUND   NGS
 CZ1445
 CZ1445                          STATION DESCRIPTION
 CZ1445
 CZ1445'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 CZ1445'A.H.D. IS AN ARIZONA HIGHWAY DEPARTMENT DISK, NOT STAMPED,
 CZ1445'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST
 CZ1445'CURB OF THE OVERPASS.
 CZ1445
 CZ1445                          STATION RECOVERY (1980)
 CZ1445
 CZ1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1445'51.8 KM NW FROM TUCSON.
 CZ1445'51.8 KILOMETERS (32.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1445'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ1445'SOUTHWEST OF THE RAILROAD, AT THE RED ROCK OVERPASS OVER INTERSTATE
 CZ1445'HIGHWAY 10, SET IN TOP OF THE SOUTHEAST CONCRETE CURB OVER THE
 CZ1445'SOUTHWEST BRIDGE ABUTMENT, 4.0 METERS (13.3 FEET) SOUTHWEST OF THE
 CZ1445'CENTERLINE OF THE ROAD, 10.8 METERS (35.6 FEET) NORTHEAST OF THE
 CZ1445'SOUTHWEST END OF THE CURB AND 8.7 METERS (28.4 FEET) NORTHEAST OF THE
 CZ1445'STATION.  NOTE-- THE DISK IS NOT STAMPED.
 CZ1445'THE MARK IS 9.4 METERS  NE FROM A WITNESS POST.
 CZ1445'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ1445
 CZ1445                          STATION RECOVERY (2000)
 CZ1445
 CZ1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CZ1445'MARK WAS NOT FOUND.  THE SURROUNDING AREA HAS EXPERIENCED ROAD
 CZ1445'ROAD CONSTRUCTION RECENTLY AND THE MARK MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK9978 ***********************************************************************
 DK9978  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9978  DESIGNATION -  OVERLORD
 DK9978  PID         -  DK9978
 DK9978  STATE/COUNTY-  AZ/MOHAVE
 DK9978  USGS QUAD   -  WARM SPRINGS SW (1970)
 DK9978
 DK9978                         *CURRENT SURVEY CONTROL
 DK9978  ___________________________________________________________________
 DK9978* NAD 83(2007)-  34 46 29.79390(N)    114 28 47.36122(W)     ADJUSTED  
 DK9978* NAVD 88     -       191.92   (meters)     629.7    (feet)  GPS OBS   
 DK9978  ___________________________________________________________________
 DK9978  EPOCH DATE  -        2007.00
 DK9978  X           -  -2,173,318.774 (meters)                     COMP
 DK9978  Y           -  -4,773,366.785 (meters)                     COMP
 DK9978  Z           -   3,617,478.596 (meters)                     COMP
 DK9978  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DK9978  ELLIP HEIGHT-         161.220 (meters)          (03/02/09) ADJUSTED
 DK9978  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DK9978  HORZ ORDER  -  A
 DK9978  ELLP ORDER  -  FOURTH    CLASS I
 DK9978
 DK9978.The horizontal coordinates were established by GPS observations
 DK9978.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 DK9978
 DK9978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9978.The horizontal coordinates are valid at the epoch date displayed above.
 DK9978.The epoch date for horizontal control is a decimal equivalence
 DK9978.of Year/Month/Day.
 DK9978
 DK9978.The orthometric height was determined by GPS observations and a
 DK9978.high-resolution geoid model.
 DK9978.The orthometric height was determined by GPS observations and a
 DK9978.high-resolution geoid model using precise GPS observation and
 DK9978.processing techniques.
 DK9978
 DK9978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9978
 DK9978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9978
 DK9978.The ellipsoidal height was determined by GPS observations
 DK9978.and is referenced to NAD 83.
 DK9978
 DK9978.The geoid height was determined by GEOID03.
 DK9978
 DK9978;                    North         East     Units Scale Factor Converg.
 DK9978;SPC AZ W     -   418,865.820   146,557.748   MT  0.99998832   -0 24 58.6
 DK9978;SPC AZ W     - 1,374,231.69    480,832.51   iFT  0.99998832   -0 24 58.6
 DK9978;UTM  11      - 3,850,979.508   730,624.442   MT  1.00025560   +1 26 16.9
 DK9978
 DK9978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9978!SPC AZ W     -   0.99997469  x   0.99998832  =   0.99996301
 DK9978!UTM  11      -   0.99997469  x   1.00025560  =   1.00023029
 DK9978
 DK9978                          SUPERSEDED SURVEY CONTROL
 DK9978
 DK9978.No superseded survey control is available for this station.
 DK9978
 DK9978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3062450980(NAD 83)
 DK9978_MARKER: DD = SURVEY DISK
 DK9978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK9978_STAMPING: OVERLORD 2008 RLS 43185
 DK9978_MARK LOGO: AZ-015
 DK9978_PROJECTION: PROJECTING 15 CENTIMETERS
 DK9978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9978+STABILITY: SURFACE MOTION
 DK9978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9978+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2008
 DK9978
 DK9978  HISTORY     - Date     Condition        Report By
 DK9978  HISTORY     - 20080606 MONUMENTED       GEOANA
 DK9978
 DK9978                          STATION DESCRIPTION
 DK9978
 DK9978'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9978'THE STATION IS LOCATED IN THE TOWN OF GOLDEN SHORES NEXT TO THE MOHAVE
 DK9978'DESERT VETERANS MEMORIAL, ABOUT 18.2 MI (29.3 KM) SOUTH-SOUTHWEST OF
 DK9978'OATMAN, 12.3 MI (19.8 KM) WEST-NORTHWEST OF FRANCONIA AND 9.1 MI (14.6
 DK9978'KM) EAST-SOUTHEAST OF NEEDLES.
 DK9978' 
 DK9978'TO REACH FROM EXIT 1 ON INTERSTATE 40, GO NORTH ON OLD ROUTE 66
 DK9978'(OATMAN-TOPOCK HIGHWAY) FOR 4.2 MI (6.8 KM) TO SHORE DRIVE ON THE LEFT
 DK9978'(WEST).  THE STATION IS NORTHWEST OF THE INTERSECTION OF SHORE DRIVE
 DK9978'AND ROUTE 66, EAST OF THE MOHAVE DESERT VETERANS MEMORIAL, AND
 DK9978'APPROXIMATELY 0.4 MI (0.6 KM) SOUTH OF THE GOLDEN SHORES POST OFFICE.
 DK9978' 
 DK9978'THE STATION IS A DISK SET IN CONCRETE LOCATED APPROXIMATELY 775 YDS
 DK9978'(710 M) NORTH OF THE TOPOCK SCHOOL SIGN, 115.0 FT (35.1 M) SOUTHEAST
 DK9978'OF A FLAG POLE, 91.0 FT (27.7 M) SOUTH OF THE MOHAVE DESERT VETERANS
 DK9978'MEMORIAL SIGN, 64.5 FT (19.7 M) SOUTHEAST OF THE HOWITZER MUZZLE, 44.0
 DK9978'FT (13.4 M) NORTH OF THE EDGE OF PAVEMENT OF SHORE DRIVE, AND 29.5 FT
 DK9978'(9.0 M) WEST OF THE EDGE OF PAVEMENT OF OLD HIGHWAY 66.  THE
 DK9978'DESCRIPTION WAS PREPARED BY JASON FOOSE (MOHAVE COUNTY).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0165 ***********************************************************************
 DB0165  DESIGNATION -  OVERPASS
 DB0165  PID         -  DB0165
 DB0165  STATE/COUNTY-  AZ/YUMA
 DB0165  USGS QUAD   -  LIGURTA (1965)
 DB0165
 DB0165                         *CURRENT SURVEY CONTROL
 DB0165  ___________________________________________________________________
 DB0165* NAD 83(1992)-  32 40 09.41807(N)    114 15 54.87714(W)     ADJUSTED  
 DB0165* NAVD 88     -        89.078  (meters)     292.25   (feet)  ADJUSTED  
 DB0165  ___________________________________________________________________
 DB0165  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DB0165  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB0165  DYNAMIC HT  -          88.975 (meters)     291.91  (feet)  COMP
 DB0165  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 DB0165
 DB0165  HORZ ORDER  -  FIRST
 DB0165  VERT ORDER  -  FIRST     CLASS II
 DB0165
 DB0165.The horizontal coordinates were established by classical geodetic methods
 DB0165.and adjusted by the National Geodetic Survey in August 1993.
 DB0165
 DB0165.The orthometric height was determined by differential leveling
 DB0165.and adjusted in June 1991.
 DB0165
 DB0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0165
 DB0165.The geoid height was determined by GEOID03.
 DB0165
 DB0165.The dynamic height is computed by dividing the NAVD 88
 DB0165.geopotential number by the normal gravity value computed on the
 DB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0165.degrees latitude (g = 980.6199 gals.).
 DB0165
 DB0165.The modeled gravity was interpolated from observed gravity values.
 DB0165
 DB0165;                    North         East     Units Scale Factor Converg.
 DB0165;SPC AZ W     -   185,201.635   165,032.936   MT  0.99996212   -0 16 41.3
 DB0165;SPC AZ W     -   607,616.91    541,446.64   iFT  0.99996212   -0 16 41.3
 DB0165;UTM  11      - 3,617,929.867   756,459.316   MT  1.00041109   +1 28 37.2
 DB0165
 DB0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0165!SPC AZ W     -   0.99999126  x   0.99996212  =   0.99995338
 DB0165!UTM  11      -   0.99999126  x   1.00041109  =   1.00040234
 DB0165
 DB0165|---------------------------------------------------------------------|
 DB0165| PID    Reference Object                     Distance      Geod. Az  |
 DB0165|                                                           dddmmss.s |
 DB0165| DB0167 OVERPASS RM 1                        23.270 METERS 26902     |
 DB0165| DB1256 TELEGRAPH PASS                      APPROX. 6.8 KM 2740843.4 |
 DB0165| DB0172 DOME ROAD                           APPROX. 1.8 KM 2890136.1 |
 DB0165| DB0169 OVERPASS RM 3 AZIMUTH                              2922039.5 |
 DB0165| DB0166 OVERPASS RM 2                        29.818 METERS 35801     |
 DB0165|---------------------------------------------------------------------|
 DB0165
 DB0165                          SUPERSEDED SURVEY CONTROL
 DB0165
 DB0165  NAD 83(1986)-  32 40 09.42049(N)    114 15 54.88546(W) AD(       ) 1
 DB0165  NAD 27      -  32 40 09.25000(N)    114 15 52.10100(W) AD(       ) 1
 DB0165  NGVD 29 (??/??/??)   88.429  (m)          290.12   (f) ADJUSTED    1 2
 DB0165
 DB0165.Superseded values are not recommended for survey control.
 DB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0165.See file dsdata.txt to determine how the superseded data were derived.
 DB0165
 DB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5645917930(NAD 83)
 DB0165_MARKER: DS = TRIANGULATION STATION DISK
 DB0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0165_STAMPING: OVERPASS 1934
 DB0165_MARK LOGO: CGS   
 DB0165_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0165+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0165
 DB0165  HISTORY     - Date     Condition        Report By
 DB0165  HISTORY     - 1934     MONUMENTED       CGS
 DB0165  HISTORY     - 1957     GOOD             AMS
 DB0165  HISTORY     - 1960     GOOD             CGS
 DB0165  HISTORY     - 1960     GOOD             NGS
 DB0165  HISTORY     - 1981     GOOD             NGS
 DB0165  HISTORY     - 1981     GOOD             NGS
 DB0165  HISTORY     - 1981     GOOD             NGS
 DB0165  HISTORY     - 20090207 GOOD             GEOCAC
 DB0165
 DB0165                          STATION DESCRIPTION
 DB0165
 DB0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB0165'STATION IS ON A SHARP SAND HILL ABOUT 8 FEET N OF THE RAILROAD
 DB0165'FENCE N OF THE TRACKS, AND ABOUT 75 FEET S OF OLD HIGHWAY.
 DB0165'STATION IS ABOUT 7-1/2 MILES, AIR LINE, W OF THE TOWN OF WELLTON,
 DB0165'AND ABOUT 3/4 MILE E OF THE OVERPASS WHERE U.S. HIGHWAY 80
 DB0165'CROSSES THE SOUTHERN PACIFIC RAILROAD.
 DB0165'
 DB0165'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DB0165'IN CONCRETE IN THE TOP OF TILE WHICH IS EMBEDDED IN THE
 DB0165'GROUND.
 DB0165'
 DB0165'AZIMUTH IS ABOUT 3/4 MILE NW OF STATION, AND ABOUT 0.1 MILE
 DB0165'E OF OVERPASS ON E END AND S SIDE OF BRIDGE IN CONCRETE WALL.
 DB0165'
 DB0165'TO REACH FROM YUMA CITY LIMITS FOLLOW U.S. HIGHWAY 80 S AND
 DB0165'E FOR 21.8 MILES TO THE OVERPASS, CONTINUE ON FOR 1.4 MILES,
 DB0165'TURN RIGHT ONTO OLD HIGHWAY AND FOLLOW IT W FOR 0.5 MILE TO
 DB0165'THE STATION.
 DB0165
 DB0165                          STATION RECOVERY (1957)
 DB0165
 DB0165'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DB0165'STATION RECOVERED IN GOOD CONDITION.
 DB0165'
 DB0165'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND IN
 DB0165'GOOD CONDITION.
 DB0165'
 DB0165'TO REACH FROM THE OVERPASS AT U.S. 80 AND THE SOUTHERN PACIFIC
 DB0165'RAILROAD, GO EAST ON U.S. HIGHWAY 80 FOR 1.7 MILES TO A TRAIL
 DB0165'ROAD SOUTH, TURN RIGHT S ON TRAIL AND GO 0.15 MILES TO RAILROAD
 DB0165'AND TRAIL WEST, TURN RIGHT W ON TRAIL AND GO FOR 0.10 MILES
 DB0165'TO THE TOP OF SAND DUNE AND STATION ON THE LEFT, 99.0 FEET
 DB0165'N OF THE CENTERLINE OF RAILROAD TRACKS.  65.0 FEET S OF THE
 DB0165'CENTERLINE OF PIPE LINE TRAIL.  491.0 FEET W OF THE
 DB0165'INTERSECTION OF TRAIL AND RAILROAD TRACK.
 DB0165
 DB0165                          STATION RECOVERY (1960)
 DB0165
 DB0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0165'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 DB0165'IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 1 WAS
 DB0165'FOUND IN ERROR, THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 DB0165'IN ERROR, WHILE THE AZIMUTH MARK WAS FOUND IN PLACE BUT IS
 DB0165'NOT NOW VISIBLE TO THE STATION DUE TO CANAL CONSTRUCTION.
 DB0165'TRIANGULATION STATION DOME ROAD CAN BE USED FOR AN AZIMUTH
 DB0165'MARK, IT BEING ABOUT 1 MILE TO THE WEST.  THE STATION AND
 DB0165'REFERENCE MARKS ARE NOW PROJECTING ABOUT 12 TO 15 INCHES
 DB0165'DUE TO EROSION.
 DB0165'
 DB0165'A NEW TO REACH DESCRIPTION FOLLOWS.
 DB0165'
 DB0165'FROM THE POST OFFICE IN WELLTON, PROCEED WESTERLY ALONG U.S.
 DB0165'HIGHWAY 80 FOR 6.7 MILES TO A SIDE ROAD LEFT LEADING TO A
 DB0165'LARGE PUMPING PLANT, TURN LEFT, SOUTH, FOR 0.1 MILE TO THE
 DB0165'RAILROAD RIGHT OF WAY FENCE LINE, TURN RIGHT, WEST, FOR 0.15
 DB0165'MILE TO THE TOP OF THE SANDY RIDGE AND THE STATION SITE ON
 DB0165'THE SUMMIT ABOUT 15 FEET NORTH OF THE TELEGRAPH LINE.  A
 DB0165'4-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE STATION SITE.
 DB0165
 DB0165                          STATION RECOVERY (1960)
 DB0165
 DB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DB0165'1.9 MI E FROM LIGURTA.
 DB0165'1.8 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, THENCE 0.1 MILE
 DB0165'SOUTH TO THE SUMMIT OF A SANDY RIDGE, 96.20 FEET SOUTH OF R.M.
 DB0165'2, 76.67 FEET EAST OF R.M. 1, 15 FEET NORTH OF A TELEPHONE LINE,
 DB0165'SET IN THE TOP OF A PIPE PROJECTING 12 INCHES.
 DB0165
 DB0165                          STATION RECOVERY (1981)
 DB0165
 DB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0165'11.5 KM (7.15 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0165'WELLTON, 0.5 KM (0.3 MI) EAST OF RAILROAD MILEPOLE 762, 0.2 KM
 DB0165'(0.1 MI) SOUTH ACROSS COUNTY FROM HIGHWAY 80, SET ON TOP OF A SMALL
 DB0165'SANDY KNOLL, 53.3 M (175 FT) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD
 DB0165'RUNNING EAST-WEST, 30.5 M (100 FT) NORTH OF THE NORTH RAIL OF THE
 DB0165'TRACKS, 29.3 M (96.2 FT) SOUTH OF OVERPASS RM 2, 23.3 M (76.7 FT)
 DB0165'EAST OF OVERPASS RM 1.
 DB0165'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0165'THE MARK IS 7.6 M ABOVE THE TRACKS.
 DB0165
 DB0165                          STATION RECOVERY (1981)
 DB0165
 DB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0165'11.5 KM (7.15 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0165'WELLTON, 0.5 KM (0.3 MI) EAST OF RAILROAD MILEPOLE 762, 0.2 KM
 DB0165'(0.1 MI) SOUTH ACROSS COUNTY FROM HIGHWAY 80, SET ON TOP OF A SMALL
 DB0165'SANDY KNOLL, 53.3 M (175 FT) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD
 DB0165'RUNNING EAST-WEST, 30.5 M (100 FT) NORTH OF THE NORTH RAIL OF THE
 DB0165'TRACKS, 29.3 M (96.2 FT) SOUTH OF OVERPASS RM 2, 23.3 M (76.7 FT)
 DB0165'EAST OF OVERPASS RM 1.
 DB0165'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0165'THE MARK IS 7.6 M ABOVE THE TRACKS.
 DB0165
 DB0165                          STATION RECOVERY (1981)
 DB0165
 DB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0165'RECOVERED IN GOOD CONDITION.
 DB0165
 DB0165                          STATION RECOVERY (2009)
 DB0165
 DB0165'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0165'RECOVERED STATION OVERPASS ALONG WITH RM 1, RM 2, AND AZIMUTH MARK ALL
 DB0165'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0852 ***********************************************************************
 CG0852  DESIGNATION -  OVERPASS 2
 CG0852  PID         -  CG0852
 CG0852  STATE/COUNTY-  AZ/COCHISE
 CG0852  USGS QUAD   -  SAINT DAVID (1973)
 CG0852
 CG0852                         *CURRENT SURVEY CONTROL
 CG0852  ___________________________________________________________________
 CG0852* NAD 83(1992)-  31 59 28.33196(N)    110 10 43.56747(W)     NO CHECK  
 CG0852* NAVD 88     -      1273.376  (meters)    4177.73   (feet)  ADJUSTED  
 CG0852  ___________________________________________________________________
 CG0852  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 CG0852  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CG0852  DYNAMIC HT  -        1271.445 (meters)    4171.40  (feet)  COMP
 CG0852  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 CG0852
 CG0852  HORZ ORDER  -  THIRD
 CG0852  VERT ORDER  -  FIRST     CLASS II
 CG0852
 CG0852.The horizontal coordinates were established by classical geodetic methods
 CG0852.and adjusted by the National Geodetic Survey in August 1993.
 CG0852.No horizontal observational check was made to the station.
 CG0852
 CG0852.The orthometric height was determined by differential leveling
 CG0852.and adjusted in June 1991.
 CG0852
 CG0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0852
 CG0852.The geoid height was determined by GEOID03.
 CG0852
 CG0852.The dynamic height is computed by dividing the NAVD 88
 CG0852.geopotential number by the normal gravity value computed on the
 CG0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0852.degrees latitude (g = 980.6199 gals.).
 CG0852
 CG0852.The modeled gravity was interpolated from observed gravity values.
 CG0852
 CG0852;                    North         East     Units Scale Factor Converg.
 CG0852;SPC AZ E     -   109,891.750   212,216.442   MT  0.99990002   -0 00 23.1
 CG0852;SPC AZ E     -   360,537.24    696,248.17   iFT  0.99990002   -0 00 23.1
 CG0852;UTM  12      - 3,539,755.209   577,578.261   MT  0.99967422   +0 26 06.4
 CG0852
 CG0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0852!SPC AZ E     -   0.99980443  x   0.99990002  =   0.99970447
 CG0852!UTM  12      -   0.99980443  x   0.99967422  =   0.99947872
 CG0852
 CG0852|---------------------------------------------------------------------|
 CG0852| PID    Reference Object                     Distance      Geod. Az  |
 CG0852|                                                           dddmmss.s |
 CG0852| CG0108 OVERPASS                            265.695 METERS 06133     |
 CG0852| CG0853 OVERPASS 2 RM 3                       8.240 METERS 06804     |
 CG0852| CG0854 OVERPASS 2 RM 4                       8.518 METERS 24522     |
 CG0852| CG0106 LONE                                APPROX. 0.9 KM 2464013.0 |
 CG0852|---------------------------------------------------------------------|
 CG0852
 CG0852                          SUPERSEDED SURVEY CONTROL
 CG0852
 CG0852  NAD 83(1986)-  31 59 28.32535(N)    110 10 43.56424(W) AD(       ) 3
 CG0852  NAD 27      -  31 59 28.02521(N)    110 10 41.31414(W) AD(       ) 3
 CG0852  NGVD 29 (07/19/86) 1272.55   (m)         4175.0    (f) LEVELING    3  
 CG0852
 CG0852.Superseded values are not recommended for survey control.
 CG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0852.See file dsdata.txt to determine how the superseded data were derived.
 CG0852
 CG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7757839755(NAD 83)
 CG0852_MARKER: DS = TRIANGULATION STATION DISK
 CG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0852_SP_SET: CONCRETE POST
 CG0852_STAMPING: OVERPASS 2 1975
 CG0852_PROJECTION: FLUSH
 CG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0852+STABILITY: SURFACE MOTION
 CG0852
 CG0852  HISTORY     - Date     Condition        Report By
 CG0852  HISTORY     - 1975     MONUMENTED       NGS
 CG0852  HISTORY     - 1979     GOOD             NGS
 CG0852
 CG0852                          STATION DESCRIPTION
 CG0852
 CG0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CN)
 CG0852'THE STATION IS 7-1/4 MILES EAST-NORTHEAST OF BENSON.  0.1 MILE WEST
 CG0852'OF SIBYL ROAD ALONG THE SOUTH RIGHT OF WAY FENCE LINE OF INTERSTATE
 CG0852'HIGHWAY 10.
 CG0852'
 CG0852'THE STATION MARK IS A 14 INCH CONCRETE MONUMENT WHICH PROJECTS 1
 CG0852'INCH.  3-1/2 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE LINE AND
 CG0852'ACROSS THE FENCE FROM A STUCKEYS CAMPGROUND.
 CG0852'
 CG0852'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, OVERPASS 2 NO 3 1975.
 CG0852'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 CG0852'INCHES.  IT IS 2-1/2 FEET NORTH OF THE SOUTH FENCE LINE.
 CG0852'
 CG0852'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, OVERPASS 2 NO 4 1975.
 CG0852'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 1
 CG0852'INCH.  2 FEET NORTH OF THE SOUTH FENCE LINE.
 CG0852'
 CG0852'NEAREST TOWN--BENSON.
 CG0852'
 CG0852'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CG0852
 CG0852                          STATION RECOVERY (1979)
 CG0852
 CG0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0852'13.2 KM EAST FROM BENSON.
 CG0852'13.2 KILOMETERS (8.2 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0852'OCOTILLO STREET UNDERPASS AT BENSON, AT THE JUNCTION OF THE EASTBOUND
 CG0852'OFF-RAMP TO SIBYL ROAD EXIT 312, AT THE WEST CORNER OF STUCKEYS
 CG0852'CAMPGROUND, 31 METERS (101.6 FEET) SOUTHEAST OF THE CENTERLINE OF
 CG0852'THE EASTBOUND LANES, 6.3 METERS (20.6 FEET) NORTHEAST OF THE EXTENDED
 CG0852'CENTERLINE  OF STUCKEYS CAMPGROUND ROAD AND 0.8 METER (2.6 FEET)
 CG0852'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CG0852'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 CG0852'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0853 ***********************************************************************
 CG0853  DESIGNATION -  OVERPASS 2 RM 3
 CG0853  PID         -  CG0853
 CG0853  STATE/COUNTY-  AZ/COCHISE
 CG0853  USGS QUAD   -  SAINT DAVID (1973)
 CG0853
 CG0853                         *CURRENT SURVEY CONTROL
 CG0853  ___________________________________________________________________
 CG0853* NAD 83(1986)-  31 59 28.     (N)    110 10 43.     (W)     SCALED    
 CG0853* NAVD 88     -      1273.544  (meters)    4178.29   (feet)  ADJUSTED  
 CG0853  ___________________________________________________________________
 CG0853  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CG0853  DYNAMIC HT  -        1271.614 (meters)    4171.95  (feet)  COMP
 CG0853  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 CG0853
 CG0853  VERT ORDER  -  FIRST     CLASS II
 CG0853
 CG0853.The horizontal coordinates were scaled from a topographic map and have
 CG0853.an estimated accuracy of +/- 6 seconds.
 CG0853
 CG0853.The orthometric height was determined by differential leveling
 CG0853.and adjusted in June 1991.
 CG0853
 CG0853.The geoid height was determined by GEOID03.
 CG0853
 CG0853.The dynamic height is computed by dividing the NAVD 88
 CG0853.geopotential number by the normal gravity value computed on the
 CG0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0853.degrees latitude (g = 980.6199 gals.).
 CG0853
 CG0853.The modeled gravity was interpolated from observed gravity values.
 CG0853
 CG0853;                    North         East    Units  Estimated Accuracy
 CG0853;SPC AZ E     -   109,880.      212,230.      MT  (+/- 180 meters Scaled)
 CG0853
 CG0853                          SUPERSEDED SURVEY CONTROL
 CG0853
 CG0853.No superseded survey control is available for this station.
 CG0853
 CG0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA775397(NAD 83)
 CG0853_MARKER: DR = REFERENCE MARK DISK
 CG0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0853_SP_SET: CONCRETE POST
 CG0853_STAMPING: OVERPASS 2 NO 3 1975
 CG0853_PROJECTION: FLUSH
 CG0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0853+STABILITY: SURFACE MOTION
 CG0853
 CG0853  HISTORY     - Date     Condition        Report By
 CG0853  HISTORY     - 1975     MONUMENTED       NGS
 CG0853  HISTORY     - 1979     GOOD             NGS
 CG0853
 CG0853                          STATION DESCRIPTION
 CG0853
 CG0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0853'13.2 KM EAST FROM BENSON.
 CG0853'13.2 KILOMETERS (8.2 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0853'OCOTILLO STREET UNDERPASS AT BENSON, AT THE JUNCTION OF THE EASTBOUND
 CG0853'OFF-RAMP ROAD TO SIBYL ROAD, AT THE WEST CORNER OF STUCKEYS
 CG0853'CAMPGROUND, 31.2 METERS (102 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 CG0853'EASTBOUND LANES, 24.6 METERS (81 FEET) SOUTHWEST OF A T-JUNCTION
 CG0853'POWER LINE POLE WITH A GUY WIRE, 8.2 METERS (27 FEET) NORTHEAST OF
 CG0853'STATION OVERPASS 2, 3.2 METERS (10.5 FEET) NORTHWEST OF THE
 CG0853'CENTERLINE OF STUCKEYS CAMPGROUND ROAD AND 0.6 METER (2.0 FEET)
 CG0853'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CG0853'THE MARK IS 8.2 METERS  NE FROM A WITNESS POST.
 CG0853'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0854 ***********************************************************************
 CG0854  DESIGNATION -  OVERPASS 2 RM 4
 CG0854  PID         -  CG0854
 CG0854  STATE/COUNTY-  AZ/COCHISE
 CG0854  USGS QUAD   -  SAINT DAVID (1973)
 CG0854
 CG0854                         *CURRENT SURVEY CONTROL
 CG0854  ___________________________________________________________________
 CG0854* NAD 83(1986)-  31 59 28.     (N)    110 10 43.     (W)     SCALED    
 CG0854* NAVD 88     -      1273.236  (meters)    4177.28   (feet)  ADJUSTED  
 CG0854  ___________________________________________________________________
 CG0854  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CG0854  DYNAMIC HT  -        1271.306 (meters)    4170.94  (feet)  COMP
 CG0854  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 CG0854
 CG0854  VERT ORDER  -  FIRST     CLASS II
 CG0854
 CG0854.The horizontal coordinates were scaled from a topographic map and have
 CG0854.an estimated accuracy of +/- 6 seconds.
 CG0854
 CG0854.The orthometric height was determined by differential leveling
 CG0854.and adjusted in June 1991.
 CG0854
 CG0854.The geoid height was determined by GEOID03.
 CG0854
 CG0854.The dynamic height is computed by dividing the NAVD 88
 CG0854.geopotential number by the normal gravity value computed on the
 CG0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0854.degrees latitude (g = 980.6199 gals.).
 CG0854
 CG0854.The modeled gravity was interpolated from observed gravity values.
 CG0854
 CG0854;                    North         East    Units  Estimated Accuracy
 CG0854;SPC AZ E     -   109,880.      212,230.      MT  (+/- 180 meters Scaled)
 CG0854
 CG0854                          SUPERSEDED SURVEY CONTROL
 CG0854
 CG0854.No superseded survey control is available for this station.
 CG0854
 CG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA775397(NAD 83)
 CG0854_MARKER: DR = REFERENCE MARK DISK
 CG0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0854_SP_SET: CONCRETE POST
 CG0854_STAMPING: OVERPASS 2 NO 4 1975
 CG0854_PROJECTION: FLUSH
 CG0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0854+STABILITY: SURFACE MOTION
 CG0854
 CG0854  HISTORY     - Date     Condition        Report By
 CG0854  HISTORY     - 1975     MONUMENTED       NGS
 CG0854  HISTORY     - 1979     GOOD             NGS
 CG0854
 CG0854                          STATION DESCRIPTION
 CG0854
 CG0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0854'13.2 KM EAST FROM BENSON.
 CG0854'13.2 KILOMETERS (8.2 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0854'OCOTILLO STREET UNDERPASS AT BENSON, AT THE JUNCTION OF THE EASTBOUND
 CG0854'OFF-RAMP ROAD TO SIBYL ROAD, IN LINE WITH THE SOUTHWEST EDGE OF
 CG0854'THE SOUTHWESTERNMOST STUCKEYS CAMPGROUND ROAD, 31.3 METERS (102.5
 CG0854'FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE,
 CG0854'10.2 METERS (33.5 FEET) NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CG0854'BOX, 8.5 METERS (27.9 FEET) SOUTHWEST OF STATION OVERPASS 2 AND 0.5
 CG0854'METER (1.8 FEET) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CG0854'THE MARK IS 8.6 METERS  SW FROM A WITNESS POST.
 CG0854'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0167 ***********************************************************************
 DB0167  DESIGNATION -  OVERPASS RM 1
 DB0167  PID         -  DB0167
 DB0167  STATE/COUNTY-  AZ/YUMA
 DB0167  USGS QUAD   -  LIGURTA (1965)
 DB0167
 DB0167                         *CURRENT SURVEY CONTROL
 DB0167  ___________________________________________________________________
 DB0167* NAD 83(1986)-  32 40 10.     (N)    114 15 56.     (W)     SCALED    
 DB0167* NAVD 88     -        88.354  (meters)     289.87   (feet)  ADJUSTED  
 DB0167  ___________________________________________________________________
 DB0167  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB0167  DYNAMIC HT  -          88.252 (meters)     289.54  (feet)  COMP
 DB0167  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 DB0167
 DB0167  VERT ORDER  -  FIRST     CLASS II
 DB0167
 DB0167.The horizontal coordinates were scaled from a topographic map and have
 DB0167.an estimated accuracy of +/- 6 seconds.
 DB0167
 DB0167.The orthometric height was determined by differential leveling
 DB0167.and adjusted in June 1991.
 DB0167
 DB0167.The geoid height was determined by GEOID03.
 DB0167
 DB0167.The dynamic height is computed by dividing the NAVD 88
 DB0167.geopotential number by the normal gravity value computed on the
 DB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0167.degrees latitude (g = 980.6199 gals.).
 DB0167
 DB0167.The modeled gravity was interpolated from observed gravity values.
 DB0167
 DB0167;                    North         East    Units  Estimated Accuracy
 DB0167;SPC AZ W     -   185,220.      165,000.      MT  (+/- 180 meters Scaled)
 DB0167
 DB0167                          SUPERSEDED SURVEY CONTROL
 DB0167
 DB0167  NGVD 29 (??/??/??)   87.705  (m)          287.75   (f) ADJUSTED    1 2
 DB0167
 DB0167.Superseded values are not recommended for survey control.
 DB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0167.See file dsdata.txt to determine how the superseded data were derived.
 DB0167
 DB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS564179(NAD 83)
 DB0167_MARKER: DR = REFERENCE MARK DISK
 DB0167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0167_STAMPING: OVERPASS NO 1 1934
 DB0167_MARK LOGO: CGS   
 DB0167_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0167+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0167
 DB0167  HISTORY     - Date     Condition        Report By
 DB0167  HISTORY     - 1934     MONUMENTED       CGS
 DB0167  HISTORY     - 1960     GOOD             NGS
 DB0167  HISTORY     - 1981     GOOD             NGS
 DB0167  HISTORY     - 1981     GOOD             NGS
 DB0167  HISTORY     - 1990     GOOD             USPSQD
 DB0167  HISTORY     - 20090207 GOOD             GEOCAC
 DB0167
 DB0167                          STATION DESCRIPTION
 DB0167
 DB0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0167'1.9 MI E FROM LIGURTA.
 DB0167'1.8 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, THENCE 0.1 MILE
 DB0167'SOUTH TO THE SUMMIT OF A SANDY RIDGE, 76.67 FEET WEST OF THE
 DB0167'STATION MARK, SET IN A PIPE PROJECTING 12 INCHES.
 DB0167
 DB0167                          STATION RECOVERY (1981)
 DB0167
 DB0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0167'11.5 KM (7.15 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0167'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, 0.5 KM
 DB0167'(0.3 MI) EAST OF RAILROAD MILEPOLE 762, 23.3 M (76.6 FT) WEST OF
 DB0167'STATION OVERPASS, 30.5 M (100 FT) NORTH OF THE NORTH RAIL OF THE
 DB0167'TRACKS, 53.3 M (175 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD RUNNING
 DB0167'EAST-WEST.
 DB0167'THE MARK IS 7.6 M ABOVE THE TRACKS.
 DB0167
 DB0167                          STATION RECOVERY (1981)
 DB0167
 DB0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0167'11.5 KM (7.15 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0167'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, 0.5 KM
 DB0167'(0.3 MI) EAST OF RAILROAD MILEPOLE 762, 23.3 M (76.6 FT) WEST OF
 DB0167'STATION OVERPASS, 30.5 M (100 FT) NORTH OF THE NORTH RAIL OF THE
 DB0167'TRACKS, 53.3 M (175 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD RUNNING
 DB0167'EAST-WEST.
 DB0167'THE MARK IS 7.6 M ABOVE THE TRACKS.
 DB0167
 DB0167                          STATION RECOVERY (1990)
 DB0167
 DB0167'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0167'RECOVERED IN GOOD CONDITION.
 DB0167
 DB0167                          STATION RECOVERY (2009)
 DB0167
 DB0167'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0166 ***********************************************************************
 DB0166  DESIGNATION -  OVERPASS RM 2
 DB0166  PID         -  DB0166
 DB0166  STATE/COUNTY-  AZ/YUMA
 DB0166  USGS QUAD   -  LIGURTA (1965)
 DB0166
 DB0166                         *CURRENT SURVEY CONTROL
 DB0166  ___________________________________________________________________
 DB0166* NAD 83(1986)-  32 40 11.     (N)    114 15 54.     (W)     SCALED    
 DB0166* NAVD 88     -        84.898  (meters)     278.54   (feet)  ADJUSTED  
 DB0166  ___________________________________________________________________
 DB0166  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB0166  DYNAMIC HT  -          84.801 (meters)     278.22  (feet)  COMP
 DB0166  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DB0166
 DB0166  VERT ORDER  -  FIRST     CLASS II
 DB0166
 DB0166.The horizontal coordinates were scaled from a topographic map and have
 DB0166.an estimated accuracy of +/- 6 seconds.
 DB0166
 DB0166.The orthometric height was determined by differential leveling
 DB0166.and adjusted in June 1991.
 DB0166
 DB0166.The geoid height was determined by GEOID03.
 DB0166
 DB0166.The dynamic height is computed by dividing the NAVD 88
 DB0166.geopotential number by the normal gravity value computed on the
 DB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0166.degrees latitude (g = 980.6199 gals.).
 DB0166
 DB0166.The modeled gravity was interpolated from observed gravity values.
 DB0166
 DB0166;                    North         East    Units  Estimated Accuracy
 DB0166;SPC AZ W     -   185,250.      165,060.      MT  (+/- 180 meters Scaled)
 DB0166
 DB0166                          SUPERSEDED SURVEY CONTROL
 DB0166
 DB0166  NGVD 29 (??/??/??)   84.246  (m)          276.40   (f) ADJUSTED    1 2
 DB0166
 DB0166.Superseded values are not recommended for survey control.
 DB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0166.See file dsdata.txt to determine how the superseded data were derived.
 DB0166
 DB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS564179(NAD 83)
 DB0166_MARKER: DR = REFERENCE MARK DISK
 DB0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0166_STAMPING: OVERPASS NO 2 1934
 DB0166_MARK LOGO: CGS   
 DB0166_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0166+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0166
 DB0166  HISTORY     - Date     Condition        Report By
 DB0166  HISTORY     - 1934     MONUMENTED       CGS
 DB0166  HISTORY     - 1960     GOOD             NGS
 DB0166  HISTORY     - 1981     GOOD             NGS
 DB0166  HISTORY     - 1981     GOOD             NGS
 DB0166  HISTORY     - 1990     GOOD             USPSQD
 DB0166  HISTORY     - 20090207 GOOD             GEOCAC
 DB0166
 DB0166                          STATION DESCRIPTION
 DB0166
 DB0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0166'1.9 MI E FROM LIGURTA.
 DB0166'1.8 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, THENCE 0.1 MILE
 DB0166'SOUTH TO THE SUMMIT OF A SANDY RIDGE, 96.20 FEET NORTH OF THE
 DB0166'STATION MARK, SET IN A PIPE PROJECTING 12 INCHES.
 DB0166
 DB0166                          STATION RECOVERY (1981)
 DB0166
 DB0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0166'11.5 KM (7.15 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0166'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, 0.5
 DB0166'KM (0.3 MI) EAST OF RAILROAD MILEPOLE 762, 0.2 KM (0.1 MI) WEST OF
 DB0166'BENCH MARK L 8, 59.7 M (196 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 DB0166'23.9 M (78.5 FT) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD RUNNING
 DB0166'EAST-WEST, 29.3 M (96.2 FT) NORTH OF STATION OVERPASS.
 DB0166'THE MARK IS 4.0 M ABOVE THE TRACKS.
 DB0166
 DB0166                          STATION RECOVERY (1981)
 DB0166
 DB0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0166'11.5 KM (7.15 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0166'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, 0.5
 DB0166'KM (0.3 MI) EAST OF RAILROAD MILEPOLE 762, 0.2 KM (0.1 MI) WEST OF
 DB0166'BENCH MARK L 8, 59.7 M (196 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 DB0166'23.9 M (78.5 FT) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD RUNNING
 DB0166'EAST-WEST, 29.3 M (96.2 FT) NORTH OF STATION OVERPASS.
 DB0166'THE MARK IS 4.0 M ABOVE THE TRACKS.
 DB0166
 DB0166                          STATION RECOVERY (1990)
 DB0166
 DB0166'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0166'RECOVERED IN GOOD CONDITION.
 DB0166
 DB0166                          STATION RECOVERY (2009)
 DB0166
 DB0166'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0169 ***********************************************************************
 DB0169  DESIGNATION -  OVERPASS RM 3 AZIMUTH
 DB0169  PID         -  DB0169
 DB0169  STATE/COUNTY-  AZ/YUMA
 DB0169  USGS QUAD   -  LIGURTA (1965)
 DB0169
 DB0169                         *CURRENT SURVEY CONTROL
 DB0169  ___________________________________________________________________
 DB0169* NAD 83(1986)-  32 40 21.     (N)    114 16 29.     (W)     SCALED    
 DB0169* NAVD 88     -        68.524  (meters)     224.82   (feet)  ADJUSTED  
 DB0169  ___________________________________________________________________
 DB0169  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB0169  DYNAMIC HT  -          68.446 (meters)     224.56  (feet)  COMP
 DB0169  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 DB0169
 DB0169  VERT ORDER  -  FIRST     CLASS II
 DB0169
 DB0169.The horizontal coordinates were scaled from a topographic map and have
 DB0169.an estimated accuracy of +/- 6 seconds.
 DB0169
 DB0169.The orthometric height was determined by differential leveling
 DB0169.and adjusted in June 1991.
 DB0169
 DB0169.The geoid height was determined by GEOID03.
 DB0169
 DB0169.The dynamic height is computed by dividing the NAVD 88
 DB0169.geopotential number by the normal gravity value computed on the
 DB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0169.degrees latitude (g = 980.6199 gals.).
 DB0169
 DB0169.The modeled gravity was interpolated from observed gravity values.
 DB0169
 DB0169;                    North         East    Units  Estimated Accuracy
 DB0169;SPC AZ W     -   185,560.      164,150.      MT  (+/- 180 meters Scaled)
 DB0169
 DB0169                          SUPERSEDED SURVEY CONTROL
 DB0169
 DB0169  NGVD 29 (??/??/??)   67.874  (m)          222.68   (f) ADJUSTED    1 2
 DB0169
 DB0169.Superseded values are not recommended for survey control.
 DB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0169.See file dsdata.txt to determine how the superseded data were derived.
 DB0169
 DB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS555182(NAD 83)
 DB0169_MARKER: DR = REFERENCE MARK DISK
 DB0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0169_SP_SET: BRIDGE
 DB0169_STAMPING: OVERPASS NO 3 1934
 DB0169_MARK LOGO: CGS   
 DB0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0169+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0169
 DB0169  HISTORY     - Date     Condition        Report By
 DB0169  HISTORY     - 1934     MONUMENTED       CGS
 DB0169  HISTORY     - 1960     GOOD             NGS
 DB0169  HISTORY     - 1981     GOOD             NGS
 DB0169  HISTORY     - 1981     GOOD             NGS
 DB0169  HISTORY     - 1990     GOOD             USPSQD
 DB0169  HISTORY     - 20090207 GOOD             GEOCAC
 DB0169
 DB0169                          STATION DESCRIPTION
 DB0169
 DB0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0169'1.3 MI E FROM LIGURTA.
 DB0169'1.3 MILES EAST ON U.S. HIGHWAY 80 FROM LIGURTA, 28 FEET WEST OF
 DB0169'THE SOUTHEAST CORNER OF A HAND RAIL ON A BRIDGE, 19 FEET SOUTH OF
 DB0169'THE CENTERLINE OF THE HIGHWAY, SET IN THE CONCRETE HAND RAIL OF A
 DB0169'HIGHWAY BRIDGE.
 DB0169
 DB0169                          STATION RECOVERY (1981)
 DB0169
 DB0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0169'12.5 KM (7.75 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0169'WELLTON, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 DB0169'LEADING TO DOME VALLEY, AT THE SOUTHEAST END OF A HIGHWAY BRIDGE OVER
 DB0169'A WASH, SET IN TOP OF A CONCRETE GUARDRAIL, 64.9 M (213 FT) SOUTHEAST
 DB0169'OF BENCH MARK 792+84.20 AZHD, 8.5 M (28.0 FT) NORTHWEST OF THE
 DB0169'SOUTHEAST CORNER OF THE BRIDGE, 5.8 M (19.0 FT) SOUTHWEST OF THE
 DB0169'CENTERLINE OF THE HIGHWAY.
 DB0169'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DB0169
 DB0169                          STATION RECOVERY (1981)
 DB0169
 DB0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0169'12.5 KM (7.75 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0169'WELLTON, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 DB0169'LEADING TO DOME VALLEY, AT THE SOUTHEAST END OF A HIGHWAY BRIDGE OVER
 DB0169'A WASH, SET IN TOP OF A CONCRETE GUARDRAIL, 64.9 M (213 FT) SOUTHEAST
 DB0169'OF BENCH MARK 792+84.20 AZHD, 8.5 M (28.0 FT) NORTHWEST OF THE
 DB0169'SOUTHEAST CORNER OF THE BRIDGE, 5.8 M (19.0 FT) SOUTHWEST OF THE
 DB0169'CENTERLINE OF THE HIGHWAY.
 DB0169'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DB0169
 DB0169                          STATION RECOVERY (1990)
 DB0169
 DB0169'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 DB0169'RECOVERED IN GOOD CONDITION.
 DB0169
 DB0169                          STATION RECOVERY (2009)
 DB0169
 DB0169'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0169'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR (HH2) INDICATED
 DB0169'COORDINATES OF N 32 40 21.3 W
 DB0169'114 16 28.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1076 ***********************************************************************
 DA1076  DESIGNATION -  OWL
 DA1076  PID         -  DA1076
 DA1076  STATE/COUNTY-  AZ/YUMA
 DA1076  USGS QUAD   -  MOHAWK (1982)
 DA1076
 DA1076                         *CURRENT SURVEY CONTROL
 DA1076  ___________________________________________________________________
 DA1076* NAD 83(1992)-  32 43 10.45795(N)    113 48 24.33394(W)     ADJUSTED  
 DA1076* NAVD 88     -       129.235  (meters)     424.00   (feet)  ADJUSTED  
 DA1076  ___________________________________________________________________
 DA1076  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 DA1076  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1076  DYNAMIC HT  -         129.088 (meters)     423.52  (feet)  COMP
 DA1076  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 DA1076
 DA1076  HORZ ORDER  -  SECOND
 DA1076  VERT ORDER  -  FIRST     CLASS II
 DA1076
 DA1076.The horizontal coordinates were established by classical geodetic methods
 DA1076.and adjusted by the National Geodetic Survey in August 1993.
 DA1076
 DA1076.The orthometric height was determined by differential leveling
 DA1076.and adjusted in June 1991.
 DA1076
 DA1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1076
 DA1076.The geoid height was determined by GEOID03.
 DA1076
 DA1076.The dynamic height is computed by dividing the NAVD 88
 DA1076.geopotential number by the normal gravity value computed on the
 DA1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1076.degrees latitude (g = 980.6199 gals.).
 DA1076
 DA1076.The modeled gravity was interpolated from observed gravity values.
 DA1076
 DA1076;                    North         East     Units Scale Factor Converg.
 DA1076;SPC AZ W     -   190,662.378   208,039.287   MT  0.99993368   -0 01 50.4
 DA1076;SPC AZ W     -   625,532.74    682,543.59   iFT  0.99993368   -0 01 50.4
 DA1076;UTM  12      - 3,623,683.885   236,933.863   MT  1.00045342   -1 31 04.8
 DA1076
 DA1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1076!SPC AZ W     -   0.99998484  x   0.99993368  =   0.99991852
 DA1076!UTM  12      -   0.99998484  x   1.00045342  =   1.00043825
 DA1076
 DA1076:                Primary Azimuth Mark                     Grid Az
 DA1076:SPC AZ W     -  HIGHWAY 80 STA 1630+58.6 438.68          080 16 47.1
 DA1076:UTM  12      -  HIGHWAY 80 STA 1630+58.6 438.68          081 46 01.5
 DA1076
 DA1076|---------------------------------------------------------------------|
 DA1076| PID    Reference Object                     Distance      Geod. Az  |
 DA1076|                                                           dddmmss.s |
 DA1076| CH2770 HIGHWAY 80 STA 1630+58.6 438.68                    0801456.7 |
 DA1076| DA1431 OWL RM 4                            304.116 METERS 11112     |
 DA1076| DA1077 OWL RM 1                             18.972 METERS 16839     |
 DA1076| DA1075 418                                                2281607.4 |
 DA1076| DA1078 OWL RM 2                             21.531 METERS 25934     |
 DA1076| DA1428 HIGHWAY 80 STA 1590+26.3 150.0 OUT   26.350 METERS 29004     |
 DA1076|---------------------------------------------------------------------|
 DA1076
 DA1076                          SUPERSEDED SURVEY CONTROL
 DA1076
 DA1076  NAD 83(1986)-  32 43 10.45360(N)    113 48 24.34090(W) AD(       ) 2
 DA1076  NAD 27      -  32 43 10.28200(N)    113 48 21.60800(W) AD(       ) 2
 DA1076  NGVD 29 (??/??/92)  128.588  (m)          421.88   (f) ADJ UNCH    1 2
 DA1076
 DA1076.Superseded values are not recommended for survey control.
 DA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1076.See file dsdata.txt to determine how the superseded data were derived.
 DA1076
 DA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3693423684(NAD 83)
 DA1076_MARKER: DB = BENCH MARK DISK
 DA1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1076_STAMPING: POT EL 421.35 1590+26.3 RP 150 OUT 1956
 DA1076_MARK LOGO: CGS   
 DA1076_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1076+STABILITY: SURFACE MOTION
 DA1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1076+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1076
 DA1076  HISTORY     - Date     Condition        Report By
 DA1076  HISTORY     - 1934     MONUMENTED       CGS
 DA1076  HISTORY     - 1952     GOOD             CGS
 DA1076  HISTORY     - 1960     GOOD             CGS
 DA1076  HISTORY     - 1960     GOOD             NGS
 DA1076  HISTORY     - 1962     GOOD             AMS
 DA1076  HISTORY     - 1967     GOOD             AMS
 DA1076  HISTORY     - 1981     GOOD             NGS
 DA1076  HISTORY     - 1981     GOOD             NGS
 DA1076  HISTORY     - 1981     GOOD             NGS
 DA1076  HISTORY     - 20090206 GOOD             GEOCAC
 DA1076
 DA1076                          STATION DESCRIPTION
 DA1076
 DA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1076'TO REACH FROM WELLTON GO E ON U.S. HIGHWAY 80 FOR 19.1 MILES.
 DA1076'STATION IS ABOUT 100 FEET N OF HIGHWAY AND 3/4 MILE W OF
 DA1076'OWL SERVICE STATION.
 DA1076'
 DA1076'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DA1076'IN CONCRETE.
 DA1076
 DA1076                          STATION RECOVERY (1952)
 DA1076
 DA1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1076'STATION IS LOCATED, 3 MILES WEST ALONG U.S. HIGHWAY 80 FROM
 DA1076'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MOHAWK,
 DA1076'0.8 MILE WEST OF THE HOWE SERVICE STATION AT OWL, A STANDARD
 DA1076'TRIANGULATION STATION DISK STAMPED OWL 1934 AND SET IN THE
 DA1076'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND,
 DA1076'109 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 62.4 FEET
 DA1076'NORTHEAST OF R.M. NO. 1, 70 FEET NORTHWEST OF R.M. NO. 2,
 DA1076'ABOUT LEVEL WITH THE HIGHWAY.  REFERENCE MARK NO. 1, A
 DA1076'STANDARD REFERENCE MARK DISK STAMPED OWL NO. 1, 95.5 FEET EAST
 DA1076'OF R.M. NO. 2, 62.4 FEET SOUTH-EAST OF THE STATION OWL,
 DA1076'45.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 DA1076'ABOUT LEVEL WITH THE HIGHWAY.  REFERENCE MARK NO. 2, A
 DA1076'STANDARD REFERENCE MARK DISK STAMPED OWL NO. 2 1934, 109
 DA1076'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 DA1076'SOUTHEAST OF THE OWL TRIANGULATION STATION, 95.5 FEET
 DA1076'WEST OF R.M. NO. 1, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA1076
 DA1076                          STATION RECOVERY (1960)
 DA1076
 DA1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1076'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DA1076'AND FOUND TO BE IN GOOD CONDITION, THE DISTANCES WERE VERIFIED.
 DA1076'ONE REFERENCE MARK AND TWO AZIMUTH MARKS WERE INTERSECTED
 DA1076'AS DESCRIBED BELOW.
 DA1076'
 DA1076'A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY DEPARTMENT
 DA1076'SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE SURROUNDING
 DA1076'AREA AND STAMPED (POT EL 421.35 1590 + 26.3 RP 150.0 OUT
 DA1076'1956) WAS USED FOR REFERENCE MARK 3.  IT IS 2 FEET WEST
 DA1076'OF A STEEL RIGHT OF WAY POST LETTERED 1590 + 26.3.
 DA1076'
 DA1076'AZIMUTH MARK 1 IS A STANDARD BRASS DISK OF THE ARIZONA HIGHWAY
 DA1076'DEPARTMENT, SET IN A DRILL HOLE IN THE TOP CENTER OF THE
 DA1076'SOUTH HEADWALL OF A BOX CULVERT, 0.1 MILE WEST FROM THE
 DA1076'OWL SERVICE STATION, 36 FEET SOUTH OF THE CENTER LINE OF U.S.
 DA1076'HIGHWAY 80 AND STAMPED 438.68 1630 + 58.6 1935.  IT IS ABOUT
 DA1076'LEVEL WITH THE HIGHWAY.
 DA1076'
 DA1076'AZIMUTH MARK 2 IS A STANDARD USGS BENCH MARK, RIVETED TO
 DA1076'THE TOP OF A 4-INCH IRON PIPE PROJECTING 10 INCHES AND IS NOT
 DA1076'STAMPED.  IT IS 0.05 MILE WEST OF THE STATION, 103 FEET SOUTH
 DA1076'OF THE CENTER LINE OF U.S. HIGHWAY 80, 47.5 FEET NORTH OF
 DA1076'THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD, 5 FEET
 DA1076'EAST OF A TELEGRAPH POLE AND 1.5 FEET WEST OF A WHITE WITNESS
 DA1076'POST.
 DA1076'
 DA1076'THE STATION IS BEST REACHED FROM MOHAWK LODGE BY GOING WESTERLY
 DA1076'ALONG U.S. HIGHWAY 80 FOR 3.1 MILES TO THE STATION ON THE
 DA1076'RIGHT, 106 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 DA1076
 DA1076                          STATION RECOVERY (1960)
 DA1076
 DA1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA1076'3.1 MI W FROM MOHAWK LODGE.
 DA1076'3.1 MILE WESTWARD ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 106 FEET
 DA1076'NORTH FROM THE CENTERLINE OF THE PRESENT HIGHWAY, A STANDARD
 DA1076'TRIANGULATION DISK SET IN A CONCRETE POST.  STATION IS 86.45 FEET EAST
 DA1076'FROM A STATION OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A CYLINDRICAL
 DA1076'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED POT EL 421.35
 DA1076'1590+26.3 RP 150 OUT 1956, AND THIS MARK IS 2 FEET WEST OF A STEEL R/W
 DA1076'POST ON WHICH IS STENCLIED 1590+26.3.
 DA1076
 DA1076                          STATION RECOVERY (1962)
 DA1076
 DA1076'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962 (RCC)
 DA1076'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DA1076
 DA1076                          STATION RECOVERY (1967)
 DA1076
 DA1076'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1076'THE STATION MARK, R.M. NO 1, R.M. NO. 2, R.M. NO. 3 AND THE
 DA1076'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 DA1076'
 DA1076'TO REACH DESCRIPTION IS ADEQUATE.
 DA1076'
 DA1076'NOTE--A STANDARD USC AND GS R.M. BRONZE DISK WITH A DESIGNATION
 DA1076'OF OWL NO. 3 1934 WAS RECOVERED APPROX 0.75 MILE ENE OF
 DA1076'STATION, APPROX. 170 FT. SOUTH OF HIGHWAY 80.  NO REFERENCE
 DA1076'OF THIS MARK WAS GIVEN IN STATION DESCRIPTION CARD.
 DA1076
 DA1076                          STATION RECOVERY (1981)
 DA1076
 DA1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1076'14.1 KM (8.75 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1076'OFFICE IN TACNA, 0.1 KM (0.05 MI) NORTHEAST OF BENCH MARK 418 USGS,
 DA1076'33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.1 M
 DA1076'(62.4 FT) NORTHWEST OF OWL RM 1, 21.3 M (70.0 FT) NORTHEAST OF OWL
 DA1076'RM 2.
 DA1076'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1076
 DA1076                          STATION RECOVERY (1981)
 DA1076
 DA1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1076'14.1 KM (8.75 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1076'OFFICE IN TACNA, 0.1 KM (0.05 MI) NORTHEAST OF BENCH MARK 418 USGS,
 DA1076'33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.1 M
 DA1076'(62.4 FT) NORTHWEST OF OWL RM 1, 21.3 M (70.0 FT) NORTHEAST OF OWL
 DA1076'RM 2.
 DA1076'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1076
 DA1076                          STATION RECOVERY (1981)
 DA1076
 DA1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1076'RECOVERED IN GOOD CONDITION.
 DA1076
 DA1076                          STATION RECOVERY (2009)
 DA1076
 DA1076'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1076'RECOVERED STATION OWL ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0635 ***********************************************************************
 GP0635  DESIGNATION -  OWL
 GP0635  PID         -  GP0635
 GP0635  STATE/COUNTY-  AZ/NAVAJO
 GP0635  USGS QUAD   -  TSEYI-HATSOSI (1988)
 GP0635
 GP0635                         *CURRENT SURVEY CONTROL
 GP0635  ___________________________________________________________________
 GP0635* NAD 83(1992)-  36 49 48.96305(N)    110 16 38.24477(W)     ADJUSTED  
 GP0635* NAVD 88     -      2111.8    (meters)    6928.     (feet)  VERTCON   
 GP0635  ___________________________________________________________________
 GP0635  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GP0635  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 GP0635  HORZ ORDER  -  SECOND
 GP0635
 GP0635.The horizontal coordinates were established by classical geodetic methods
 GP0635.and adjusted by the National Geodetic Survey in November 1997.
 GP0635
 GP0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0635
 GP0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0635
 GP0635.The geoid height was determined by GEOID03.
 GP0635
 GP0635;                    North         East     Units Scale Factor Converg.
 GP0635;SPC AZ E     -   646,641.450   203,492.355   MT  0.99990120   -0 03 58.7
 GP0635;SPC AZ E     - 2,121,527.07    667,625.84   iFT  0.99990120   -0 03 58.7
 GP0635;UTM  12      - 4,076,287.320   564,447.009   MT  0.99965117   +0 25 59.7
 GP0635
 GP0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0635!SPC AZ E     -   0.99967193  x   0.99990120  =   0.99957316
 GP0635!UTM  12      -   0.99967193  x   0.99965117  =   0.99932322
 GP0635
 GP0635:                Primary Azimuth Mark                     Grid Az
 GP0635:SPC AZ E     -  GOULDING                                 016 20 37.7
 GP0635:UTM  12      -  GOULDING                                 015 50 39.3
 GP0635
 GP0635|---------------------------------------------------------------------|
 GP0635| PID    Reference Object                     Distance      Geod. Az  |
 GP0635|                                                           dddmmss.s |
 GP0635| HN0873 GOULDING                            APPROX.20.9 KM 0161639.0 |
 GP0635| CD4626 OWL RM 1                             16.750 METERS 04821     |
 GP0635| CD4627 OWL RM 2                             21.860 METERS 19549     |
 GP0635|---------------------------------------------------------------------|
 GP0635
 GP0635                          SUPERSEDED SURVEY CONTROL
 GP0635
 GP0635  NAD 83(1992)-  36 49 48.96235(N)    110 16 38.24508(W) AD(       ) 2
 GP0635  NAD 83(1986)-  36 49 48.96253(N)    110 16 38.24369(W) AD(       ) 2
 GP0635  NAD 27      -  36 49 48.96800(N)    110 16 35.76226(W) AD(       ) 2
 GP0635  NGVD 29 (07/19/86) 2110.8    (m)         6925.     (f) VERT ANG    3  
 GP0635
 GP0635.Superseded values are not recommended for survey control.
 GP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0635.See file dsdata.txt to determine how the superseded data were derived.
 GP0635
 GP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6444776287(NAD 83)
 GP0635_MARKER: DD = SURVEY DISK
 GP0635_SETTING: 0 = UNSPECIFIED SETTING
 GP0635
 GP0635  HISTORY     - Date     Condition        Report By
 GP0635  HISTORY     - 1970     MONUMENTED       USGS
 GP0635
 GP0635                          STATION DESCRIPTION
 GP0635
 GP0635'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0635'RM 1, TO RM 2, NOT MEASURED.
 GP0635'
 GP0635'INSTRUMENT STAND 4.9 FT. ABOVE STATION MARK.
 GP0635'
 GP0635'LOCATED ABOUT 7 MI N. OF KAYENTA.  3 MI W. OF AGATHLA PEAK.  ABOUT
 GP0635'0.75 MI SW. OF OWL ROCK.  ON THE HIGHEST ONE OF THREE SMALL MESAS IN
 GP0635'THE AREA, BREAKING SHARPLY TO THE N..  SET ON THE MAIN PART OF THE
 GP0635'MESA ABOUT 50 FT S. OF A NARROW RIDGE PROTRUDING TO THE N.
 GP0635'
 GP0635'REACHED BY HELICOPTER FROM THE AGATHLA PEAK REST AREA.  ABOUT A 5
 GP0635'MINUTE FLIGHT TO THE SW. FROM THE REST AREA.
 GP0635'
 GP0635'STATION MARK--A STANDARD TABLET STAMPED OWL 1970 SET IN A CONCRETE
 GP0635'POST SET FLUSH WITH GROUND.
 GP0635'
 GP0635'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0635'CEMENTED IN CONCRETE POST FLUSH WITH THE GROUND AND THROUGH A SHALE
 GP0635'CAP.
 GP0635'
 GP0635'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0635'CEMENTED IN CONCRETE POST FLUSH WITH THE GROUND AND THROUGH A SHALE
 GP0635'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1077 ***********************************************************************
 DA1077  DESIGNATION -  OWL RM 1
 DA1077  PID         -  DA1077
 DA1077  STATE/COUNTY-  AZ/YUMA
 DA1077  USGS QUAD   -  MOHAWK (1982)
 DA1077
 DA1077                         *CURRENT SURVEY CONTROL
 DA1077  ___________________________________________________________________
 DA1077* NAD 83(1986)-  32 43 10.     (N)    113 48 24.     (W)     SCALED    
 DA1077* NAVD 88     -       129.192  (meters)     423.86   (feet)  ADJUSTED  
 DA1077  ___________________________________________________________________
 DA1077  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1077  DYNAMIC HT  -         129.046 (meters)     423.38  (feet)  COMP
 DA1077  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 DA1077
 DA1077  VERT ORDER  -  FIRST     CLASS II
 DA1077
 DA1077.The horizontal coordinates were scaled from a topographic map and have
 DA1077.an estimated accuracy of +/- 6 seconds.
 DA1077
 DA1077.The orthometric height was determined by differential leveling
 DA1077.and adjusted in June 1991.
 DA1077
 DA1077.The geoid height was determined by GEOID03.
 DA1077
 DA1077.The dynamic height is computed by dividing the NAVD 88
 DA1077.geopotential number by the normal gravity value computed on the
 DA1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1077.degrees latitude (g = 980.6199 gals.).
 DA1077
 DA1077.The modeled gravity was interpolated from observed gravity values.
 DA1077
 DA1077;                    North         East    Units  Estimated Accuracy
 DA1077;SPC AZ W     -   190,650.      208,050.      MT  (+/- 180 meters Scaled)
 DA1077
 DA1077                          SUPERSEDED SURVEY CONTROL
 DA1077
 DA1077  NGVD 29 (??/??/92)  128.544  (m)          421.73   (f) ADJ UNCH    1 2
 DA1077
 DA1077.Superseded values are not recommended for survey control.
 DA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1077.See file dsdata.txt to determine how the superseded data were derived.
 DA1077
 DA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB369236(NAD 83)
 DA1077_MARKER: DR = REFERENCE MARK DISK
 DA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1077_MARK LOGO: CGS   
 DA1077_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1077+STABILITY: SURFACE MOTION
 DA1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1077+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1077
 DA1077  HISTORY     - Date     Condition        Report By
 DA1077  HISTORY     - 1934     MONUMENTED       CGS
 DA1077  HISTORY     - 1960     GOOD             NGS
 DA1077  HISTORY     - 1981     GOOD             NGS
 DA1077  HISTORY     - 1981     GOOD             NGS
 DA1077  HISTORY     - 1981     GOOD             NGS
 DA1077  HISTORY     - 20090206 GOOD             GEOCAC
 DA1077
 DA1077                          STATION DESCRIPTION
 DA1077
 DA1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1077'3.1 MI W FROM MOHAWK LODGE.
 DA1077'3.1 MILE WESTWARD ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 0.35 MILE
 DA1077'EAST FROM HIGHWAY MILE POST 53, 62.2 FEET SOUTH FROM TRIANGULATION
 DA1077'STATION OWL, 43 FEET NORTH FROM THE CENTERLINE OF THE HIGHWAY, A
 DA1077'STANDARD REFERENCE MARK DISK SET IN A CONCRETE POST FLUSH WITH THE
 DA1077'GROUND.
 DA1077
 DA1077                          STATION RECOVERY (1981)
 DA1077
 DA1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1077'14.1 KM (8.75 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1077'OFFICE IN TACNA, 0.1 KM (0.05 MI) NORTHEAST OF BENCH MARK 418 USGS,
 DA1077'13.7 M (45.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.1 M
 DA1077'(95.5 FT) EAST OF OWL RM 2, 19.1 M (62.4 FT) SOUTHEAST OF STATION OWL.
 DA1077'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1077
 DA1077                          STATION RECOVERY (1981)
 DA1077
 DA1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1077'14.1 KM (8.75 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1077'OFFICE IN TACNA, 0.1 KM (0.05 MI) NORTHEAST OF BENCH MARK 418 USGS,
 DA1077'13.7 M (45.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.1 M
 DA1077'(95.5 FT) EAST OF OWL RM 2, 19.1 M (62.4 FT) SOUTHEAST OF STATION OWL.
 DA1077'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1077
 DA1077                          STATION RECOVERY (1981)
 DA1077
 DA1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1077'RECOVERED IN GOOD CONDITION.
 DA1077
 DA1077                          STATION RECOVERY (2009)
 DA1077
 DA1077'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1078 ***********************************************************************
 DA1078  DESIGNATION -  OWL RM 2
 DA1078  PID         -  DA1078
 DA1078  STATE/COUNTY-  AZ/YUMA
 DA1078  USGS QUAD   -  MOHAWK (1982)
 DA1078
 DA1078                         *CURRENT SURVEY CONTROL
 DA1078  ___________________________________________________________________
 DA1078* NAD 83(1986)-  32 43 10.     (N)    113 48 24.     (W)     SCALED    
 DA1078* NAVD 88     -       129.110  (meters)     423.59   (feet)  ADJUSTED  
 DA1078  ___________________________________________________________________
 DA1078  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DA1078  DYNAMIC HT  -         128.964 (meters)     423.11  (feet)  COMP
 DA1078  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 DA1078
 DA1078  VERT ORDER  -  FIRST     CLASS II
 DA1078
 DA1078.The horizontal coordinates were scaled from a topographic map and have
 DA1078.an estimated accuracy of +/- 6 seconds.
 DA1078
 DA1078.The orthometric height was determined by differential leveling
 DA1078.and adjusted in June 1991.
 DA1078
 DA1078.The geoid height was determined by GEOID03.
 DA1078
 DA1078.The dynamic height is computed by dividing the NAVD 88
 DA1078.geopotential number by the normal gravity value computed on the
 DA1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1078.degrees latitude (g = 980.6199 gals.).
 DA1078
 DA1078.The modeled gravity was interpolated from observed gravity values.
 DA1078
 DA1078;                    North         East    Units  Estimated Accuracy
 DA1078;SPC AZ W     -   190,650.      208,050.      MT  (+/- 180 meters Scaled)
 DA1078
 DA1078                          SUPERSEDED SURVEY CONTROL
 DA1078
 DA1078  NGVD 29 (??/??/92)  128.464  (m)          421.47   (f) ADJ UNCH    1 2
 DA1078
 DA1078.Superseded values are not recommended for survey control.
 DA1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1078.See file dsdata.txt to determine how the superseded data were derived.
 DA1078
 DA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB369236(NAD 83)
 DA1078_MARKER: DR = REFERENCE MARK DISK
 DA1078_SETTING: 0 = UNSPECIFIED SETTING
 DA1078_MARK LOGO: CGS   
 DA1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1078+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1078
 DA1078  HISTORY     - Date     Condition        Report By
 DA1078  HISTORY     - 1934     MONUMENTED       CGS
 DA1078  HISTORY     - 1960     GOOD             NGS
 DA1078  HISTORY     - 1981     GOOD             NGS
 DA1078  HISTORY     - 1981     GOOD             NGS
 DA1078  HISTORY     - 1981     GOOD             NGS
 DA1078  HISTORY     - 20090206 GOOD             GEOCAC
 DA1078
 DA1078                          STATION DESCRIPTION
 DA1078
 DA1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1078'3.1 MI W FROM MOHAWK LODGE.
 DA1078'3.1 MILE WESTWARD ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, 100 FEET
 DA1078'NORTH FROM THE CENTERLINE OF THE HIGHWAY, 70.6 FEET WEST OF THE
 DA1078'TRIANGULATION STATION OWL, 95 FEET NORTH WEST FROM REFERENCE MARK NO.
 DA1078'2.
 DA1078
 DA1078                          STATION RECOVERY (1981)
 DA1078
 DA1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1078'14.1 KM (8.75 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1078'OFFICE IN TACNA, 0.1 KM (0.05 MI) NORTHEAST OF BENCH MARK 418 USGS,
 DA1078'33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.1 M
 DA1078'(95.5 FT) WEST OF OWL RM 1, 21.3 M (70.0 FT) SOUTHWEST OF STATION OWL.
 DA1078'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1078
 DA1078                          STATION RECOVERY (1981)
 DA1078
 DA1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1078'14.1 KM (8.75 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 DA1078'OFFICE IN TACNA, 0.1 KM (0.05 MI) NORTHEAST OF BENCH MARK 418 USGS,
 DA1078'33.2 M (109 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.1 M
 DA1078'(95.5 FT) WEST OF OWL RM 1, 21.3 M (70.0 FT) SOUTHWEST OF STATION OWL.
 DA1078'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1078
 DA1078                          STATION RECOVERY (1981)
 DA1078
 DA1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1078'RECOVERED IN GOOD CONDITION.
 DA1078
 DA1078                          STATION RECOVERY (2009)
 DA1078
 DA1078'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0630 ***********************************************************************
 GP0630  DESIGNATION -  OWL ROCK PEAK
 GP0630  PID         -  GP0630
 GP0630  STATE/COUNTY-  AZ/NAVAJO
 GP0630  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0630
 GP0630                         *CURRENT SURVEY CONTROL
 GP0630  ___________________________________________________________________
 GP0630* NAD 83(1992)-  36 49 13.13849(N)    110 14 58.76592(W)     ADJUSTED  
 GP0630* NAVD 88     -              **(meters)            **(feet)            
 GP0630  ___________________________________________________________________
 GP0630  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GP0630  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 GP0630  HORZ ORDER  -  THIRD
 GP0630
 GP0630.The horizontal coordinates were established by classical geodetic methods
 GP0630.and adjusted by the National Geodetic Survey in November 1997.
 GP0630
 GP0630
 GP0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0630
 GP0630.The geoid height was determined by GEOID03.
 GP0630
 GP0630;                    North         East     Units Scale Factor Converg.
 GP0630;SPC AZ E     -   645,534.728   205,956.268   MT  0.99990068   -0 02 59.1
 GP0630;SPC AZ E     - 2,117,896.09    675,709.54   iFT  0.99990068   -0 02 59.1
 GP0630;UTM  12      - 4,075,202.389   566,919.864   MT  0.99965517   +0 26 58.9
 GP0630
 GP0630                          SUPERSEDED SURVEY CONTROL
 GP0630
 GP0630  NAD 83(1992)-  36 49 13.13741(N)    110 14 58.76617(W) AD(       ) 4
 GP0630  NAD 83(1986)-  36 49 13.14022(N)    110 14 58.76575(W) AD(       ) 4
 GP0630  NAD 27      -  36 49 13.13300(N)    110 14 56.29500(W) AD(       ) 3
 GP0630
 GP0630.Superseded values are not recommended for survey control.
 GP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0630.See file dsdata.txt to determine how the superseded data were derived.
 GP0630
 GP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6692075202(NAD 83)
 GP0630_MARKER: 02 = CONSPICUOUS ROCK
 GP0630
 GP0630  HISTORY     - Date     Condition        Report By
 GP0630  HISTORY     - 1951     FIRST OBSERVED   CGS
 GP0630
 GP0630                          STATION DESCRIPTION
 GP0630
 GP0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0630'THE STATION IS LOCATED ON THE NAVAJO INDIAN RESERVATION,
 GP0630'ABOUT 7 MILES AIRLINE NORTH OF KAYENTA, ABOUT 13 MILES AIRLINE
 GP0630'SOUTH OF GOULDING, AND ABOUT 14 MILES AIRLINE SOUTHWEST OF
 GP0630'THE MONUMENT VALLEY NATIONAL MONUMENT.  IT IS A LARGE ROCK
 GP0630'FORMATION THAT PROJECTS SEVERAL HUNDRED FEET ABOVE THE DESERT
 GP0630'AND HAS THE APPEARANCE OF A SITTING OWL.  THE HIGHEST PART
 GP0630'OF THE PEAK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0977 ***********************************************************************
 ES0977  DESIGNATION -  OX BOW
 ES0977  PID         -  ES0977
 ES0977  STATE/COUNTY-  AZ/GILA
 ES0977  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0977
 ES0977                         *CURRENT SURVEY CONTROL
 ES0977  ___________________________________________________________________
 ES0977* NAD 83(1992)-  34 10 07.43926(N)    111 20 22.29435(W)     ADJUSTED  
 ES0977* NAVD 88     -      1490.3    (meters)    4889.     (feet)  VERTCON   
 ES0977  ___________________________________________________________________
 ES0977  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 ES0977  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0977  HORZ ORDER  -  FIRST
 ES0977
 ES0977.The horizontal coordinates were established by classical geodetic methods
 ES0977.and adjusted by the National Geodetic Survey in August 1993.
 ES0977
 ES0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0977
 ES0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0977
 ES0977.The geoid height was determined by GEOID03.
 ES0977
 ES0977;                    North         East     Units Scale Factor Converg.
 ES0977;SPC AZ E     -   351,990.150   105,228.337   MT  1.00004409   -0 39 31.6
 ES0977;SPC AZ E     - 1,154,823.33    345,237.33   iFT  1.00004409   -0 39 31.6
 ES0977;UTM  12      - 3,780,917.103   468,707.554   MT  0.99961207   -0 11 26.5
 ES0977
 ES0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0977!SPC AZ E     -   0.99977018  x   1.00004409  =   0.99981426
 ES0977!UTM  12      -   0.99977018  x   0.99961207  =   0.99938234
 ES0977
 ES0977:                Primary Azimuth Mark                     Grid Az
 ES0977:SPC AZ E     -  W 20                                     207 31 20.1
 ES0977:UTM  12      -  W 20                                     207 03 15.0
 ES0977
 ES0977|---------------------------------------------------------------------|
 ES0977| PID    Reference Object                     Distance      Geod. Az  |
 ES0977|                                                           dddmmss.s |
 ES0977| ES0269 W 20                                               2065148.5 |
 ES0977| CH3833 OX BOW RM 1                           7.750 METERS 23500     |
 ES0977| CH3834 OX BOW RM 2                           7.515 METERS 29739     |
 ES0977|---------------------------------------------------------------------|
 ES0977
 ES0977                          SUPERSEDED SURVEY CONTROL
 ES0977
 ES0977  NAD 83(1986)-  34 10 07.43376(N)    111 20 22.29905(W) AD(       ) 1
 ES0977  NAD 27      -  34 10 07.30700(N)    111 20 19.80600(W) AD(       ) 1
 ES0977  NGVD 29 (07/19/86) 1489.6    (m)         4887.     (f) VERT ANG    3  
 ES0977
 ES0977.Superseded values are not recommended for survey control.
 ES0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0977.See file dsdata.txt to determine how the superseded data were derived.
 ES0977
 ES0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6870880917(NAD 83)
 ES0977_MARKER: DS = TRIANGULATION STATION DISK
 ES0977_SETTING: 80 = SET IN A BOULDER
 ES0977_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0977+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0977
 ES0977  HISTORY     - Date     Condition        Report By
 ES0977  HISTORY     - 1946     MONUMENTED       CGS
 ES0977  HISTORY     - 1968     GOOD             CGS
 ES0977  HISTORY     - 20080307 GOOD             GEOCAC
 ES0977
 ES0977                          STATION DESCRIPTION
 ES0977
 ES0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0977'STATION IS LOCATED ON TOP OF THE HIGHEST POINT OF A LOW BRUSHY
 ES0977'HILL, ABOUT 4-1/2 MILES SOUTH OF PAYSON, AND 0.2 MILE EAST OF
 ES0977'THE ROOSEVELT ROAD AT THE NEAREST POINT AS IT CLIMBS UP OX BOW
 ES0977'HILL.  IT IS ABOUT 1/2 MILE SOUTH OF THE HOUSE OCCUPIED BY PAT
 ES0977'WALSH, AND ABOUT 300 YARDS EAST OF A TELEPHONE LINE THAT RUNS
 ES0977'OVER THE RIDGE.
 ES0977'
 ES0977'REACHED FROM PAYSON BY GOING SOUTH ON THE ROOSEVELT ROAD FOR 4.8
 ES0977'MILES TO THE HOUSE OF PAT WALSH AND AN OLD SERVICE STATION ON
 ES0977'LEFT.  TURN IN HERE AND PACK SOUTH TO TOP OF RIDGE, THENCE
 ES0977'EASTERLY TO HIGHEST POINT AND STATION.  ABOUT 20 MINUTE PACK.
 ES0977'
 ES0977'STATION MARKED BY A STANDARD TRIANGULATION STATION DISK, STAMPED
 ES0977'OX BOW 1946, CEMENTED IN A DRILL HOLE IN AN EMBEDDED BOULDER THAT
 ES0977'PROJECTS 6 INCHES ABOVE GROUND, 8 FEET WEST-SOUTHWEST OF HIGHEST
 ES0977'POINT OF HILL.
 ES0977'
 ES0977'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION.  A
 ES0977'STANDARD REFERENCE MARK DISK, STAMPED OX BOW NO 1 1946, CEMENTEDF
 ES0977'IN A DRILL HOLE IN AN EMBEDDED BOULDER THAT PROJECTS 2 FEET ABOVE
 ES0977'GROUND.
 ES0977'
 ES0977'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION.  A
 ES0977'STANDARD REFERENCE MARK DISK, STAMPED OX BOW NO 2 1946, CEMENTED
 ES0977'IN A DRILL HOLE IN AN EMBEDDED BOULDER THAT PROJECTS 2 INCHES
 ES0977'ABOVE GROUND.
 ES0977'
 ES0977'THE AZIMUTH MARK IS USC AND GS BENCH MARK W 20.  IT IS ABOUT
 ES0977'1-1/2 MILES SOUTH-SOUTHWEST OF THE STATION, 70 FEET SOUTH-SOUTHEAST
 ES0977'OF THE HIGHEST POINT OF A SMALL KNOLL, 45 FEET SOUTH-SOUTHWEST
 ES0977'OF THE ROOSEVELT-PAYSON ROAD.  A STANDARD BENCH MARK DISK, STAMPED
 ES0977'W 20 1933 ELEV. 3871.131, SET IN TOP OF A SQUARE CONCRETE POST
 ES0977'THAT PROJECTS 1 FOOT ABOVE GROUND.
 ES0977
 ES0977                          STATION RECOVERY (1968)
 ES0977
 ES0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 ES0977'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES0977'IN GOOD CONDITION.
 ES0977'
 ES0977'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 ES0977'
 ES0977'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 ES0977'MILES SOUTH OF PAYSON.
 ES0977
 ES0977                          STATION RECOVERY (2008)
 ES0977
 ES0977'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0977'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES0977'CONDITION AS DESCRIBED. AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0871 ***********************************************************************
 ES0871  DESIGNATION -  OX BOW
 ES0871  PID         -  ES0871
 ES0871  STATE/COUNTY-  AZ/GILA
 ES0871  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0871
 ES0871                         *CURRENT SURVEY CONTROL
 ES0871  ___________________________________________________________________
 ES0871* NAD 83(1992)-  34 10 07.44204(N)    111 20 22.30201(W)     ADJUSTED  
 ES0871* NAVD 88     -      1490.0    (meters)    4888.     (feet)  VERTCON   
 ES0871  ___________________________________________________________________
 ES0871  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 ES0871  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0871  HORZ ORDER  -  SECOND
 ES0871
 ES0871.The horizontal coordinates were established by classical geodetic methods
 ES0871.and adjusted by the National Geodetic Survey in August 1993.
 ES0871
 ES0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0871
 ES0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0871
 ES0871.The geoid height was determined by GEOID03.
 ES0871
 ES0871;                    North         East     Units Scale Factor Converg.
 ES0871;SPC AZ E     -   351,990.238   105,228.142   MT  1.00004409   -0 39 31.6
 ES0871;SPC AZ E     - 1,154,823.62    345,236.69   iFT  1.00004409   -0 39 31.6
 ES0871;UTM  12      - 3,780,917.189   468,707.358   MT  0.99961207   -0 11 26.5
 ES0871
 ES0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0871!SPC AZ E     -   0.99977022  x   1.00004409  =   0.99981430
 ES0871!UTM  12      -   0.99977022  x   0.99961207  =   0.99938238
 ES0871
 ES0871:                Primary Azimuth Mark                     Grid Az
 ES0871:SPC AZ E     -  GOLD                                     185 27 54.7
 ES0871:UTM  12      -  GOLD                                     184 59 49.6
 ES0871
 ES0871|---------------------------------------------------------------------|
 ES0871| PID    Reference Object                     Distance      Geod. Az  |
 ES0871|                                                           dddmmss.s |
 ES0871| ES0856 GOLD                                APPROX.18.1 KM 1844823.1 |
 ES0871| CH3833 OX BOW RM 1                           7.655 METERS 23408     |
 ES0871| CH3834 OX BOW RM 2                           7.369 METERS 29756     |
 ES0871|---------------------------------------------------------------------|
 ES0871
 ES0871                          SUPERSEDED SURVEY CONTROL
 ES0871
 ES0871  NAD 83(1986)-  34 10 07.43379(N)    111 20 22.30454(W) AD(       ) 2
 ES0871  NGVD 29 (07/10/87) 1489.3    (m)         4886.     (f) VERT ANG    3  
 ES0871
 ES0871.Superseded values are not recommended for survey control.
 ES0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0871.See file dsdata.txt to determine how the superseded data were derived.
 ES0871
 ES0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6870780917(NAD 83)
 ES0871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES0871_SETTING: 66 = SET IN ROCK OUTCROP
 ES0871_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0871+STABILITY: POSITION/ELEVATION WELL
 ES0871
 ES0871  HISTORY     - Date     Condition        Report By
 ES0871  HISTORY     - 1946     MONUMENTED       CGS
 ES0871  HISTORY     - 1981     GOOD             AZDT
 ES0871
 ES0871                          STATION DESCRIPTION
 ES0871
 ES0871'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0871'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND LARGE
 ES0871'DISCREPENCYS WERE FOUND IN BOTH THE ANGLES AND DISTANCES TO THE
 ES0871'REFERENCE MARKS.  THE CHECK ANGLES TO DISTANT STATIONS ALSO FAILED
 ES0871'AND THE STATION WHICH IS SET IN A BOULDER HAS PROBABLY MOVED.
 ES0871'
 ES0871'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON,  TRAVEL WEST ON
 ES0871'MAIN STREET FOR 200 FEET TO SOUTH MCLANE ROAD, TURN LEFT AND CONTINUE
 ES0871'SOUTH FOR 0.65 MILE TO STATE ROUTE 87, TURN RIGHT AND CONTINUE SOUTH
 ES0871'ALONG SR 87 FOR 3.8 MILES TO A WIDE GRAVELED PULL OUT AREA AND END OF
 ES0871'TRUCK TRAVEL.  PACK SOUTHWEST UPHILL AND ACROSS A SMALL SADDLE TO THE
 ES0871'HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0011 ***********************************************************************
 EU0011  DESIGNATION -  P
 EU0011  PID         -  EU0011
 EU0011  STATE/COUNTY-  AZ/MOHAVE
 EU0011  USGS QUAD   -  YUCCA NW (1970)
 EU0011
 EU0011                         *CURRENT SURVEY CONTROL
 EU0011  ___________________________________________________________________
 EU0011* NAD 83(1986)-  34 52 34.     (N)    114 09 14.     (W)     SCALED    
 EU0011* NAVD 88     -       551.54   (+/-2cm)    1809.5    (feet)  VERTCON   
 EU0011  ___________________________________________________________________
 EU0011  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EU0011  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0011
 EU0011.The horizontal coordinates were scaled from a topographic map and have
 EU0011.an estimated accuracy of +/- 6 seconds.
 EU0011
 EU0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0011.The vertical order pertains to the NGVD 29 superseded value.
 EU0011
 EU0011.The geoid height was determined by GEOID03.
 EU0011
 EU0011;                    North         East    Units  Estimated Accuracy
 EU0011;SPC AZ W     -   429,920.      176,440.      MT  (+/- 180 meters Scaled)
 EU0011
 EU0011                          SUPERSEDED SURVEY CONTROL
 EU0011
 EU0011  NGVD 29 (??/??/??)  550.815  (m)         1807.13   (f) ADJUSTED    1 2
 EU0011
 EU0011.Superseded values are not recommended for survey control.
 EU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0011.See file dsdata.txt to determine how the superseded data were derived.
 EU0011
 EU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU601630(NAD 83)
 EU0011_MARKER: B = BOLT
 EU0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0011_SP_SET: CULVERT
 EU0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0011
 EU0011  HISTORY     - Date     Condition        Report By
 EU0011  HISTORY     - UNK      MONUMENTED       CGS
 EU0011  HISTORY     - 1961     MARK NOT FOUND   NGS
 EU0011
 EU0011                          STATION DESCRIPTION
 EU0011
 EU0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0011'AT YUCCA.
 EU0011'AT YUCCA, MOHAVE COUNTY, ABOUT 300 YARDS NORTH OF THE ATCHISON,
 EU0011'TOPEKA AND SANTA FE RAILWAY STATION, ABOUT 2 POLES SOUTH OF
 EU0011'MILEPOST 540, AT THE NORTHWEST CORNER OF CULVERT A 541, IN THE
 EU0011'TOP OF THE COPING, 0.8 FOOT FROM THE END, 0.8 FOOT FROM THE
 EU0011'FACE, AND 12 1/2 FEET FROM THE CENTER LINE OF THE WEST TRACK,
 EU0011'A COPPER BOLT.  NOTE-- THE MARK WAS NOT RECOVERED AT THIS DATE.
 EU0011'IT APPEARS THAT THE MARK HAS BEEN RAISED AND THE CULVERT IS NOW
 EU0011'COVERED WITH HEAVY TIMBERS AND GRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1294 ***********************************************************************
 DA1294  DESIGNATION -  P 10
 DA1294  PID         -  DA1294
 DA1294  STATE/COUNTY-  AZ/YUMA
 DA1294  USGS QUAD   -  ISLA PINTA (1990)
 DA1294
 DA1294                         *CURRENT SURVEY CONTROL
 DA1294  ___________________________________________________________________
 DA1294* NAD 83(1992)-  32 15 18.05118(N)    113 37 09.23176(W)     ADJUSTED  
 DA1294* NAVD 88     -       277.36   (+/-2cm)     910.0    (feet)  VERTCON   
 DA1294  ___________________________________________________________________
 DA1294  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 DA1294  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DA1294  HORZ ORDER  -  THIRD
 DA1294  VERT ORDER  -  THIRD ? (See Below)
 DA1294
 DA1294.The horizontal coordinates were established by classical geodetic methods
 DA1294.and adjusted by the National Geodetic Survey in August 1993.
 DA1294
 DA1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1294.The vertical order pertains to the NGVD 29 superseded value.
 DA1294
 DA1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1294
 DA1294.The geoid height was determined by GEOID03.
 DA1294
 DA1294;                    North         East     Units Scale Factor Converg.
 DA1294;SPC AZ W     -   139,154.621   225,681.629   MT  0.99993520   +0 04 11.2
 DA1294;SPC AZ W     -   456,544.03    740,425.29   iFT  0.99993520   +0 04 11.2
 DA1294;UTM  12      - 3,571,713.955   253,249.562   MT  1.00035090   -1 23 54.8
 DA1294
 DA1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1294!SPC AZ W     -   0.99996165  x   0.99993520  =   0.99989685
 DA1294!UTM  12      -   0.99996165  x   1.00035090  =   1.00031253
 DA1294
 DA1294:                Primary Azimuth Mark                     Grid Az
 DA1294:SPC AZ W     -  PINTA                                    082 43 10.1
 DA1294:UTM  12      -  PINTA                                    084 11 16.1
 DA1294
 DA1294|---------------------------------------------------------------------|
 DA1294| PID    Reference Object                     Distance      Geod. Az  |
 DA1294|                                                           dddmmss.s |
 DA1294| DA1415 PINTA                               APPROX. 7.3 KM 0824721.3 |
 DA1294|---------------------------------------------------------------------|
 DA1294
 DA1294                          SUPERSEDED SURVEY CONTROL
 DA1294
 DA1294  NAD 83(1986)-  32 15 18.03322(N)    113 37 09.24886(W) AD(       ) 3
 DA1294  NGVD 29 (06/20/88)  276.68   (m)          907.7    (f) LEVELING    3  
 DA1294
 DA1294.Superseded values are not recommended for survey control.
 DA1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1294.See file dsdata.txt to determine how the superseded data were derived.
 DA1294
 DA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA5325071714(NAD 83)
 DA1294_MARKER: DB = BENCH MARK DISK
 DA1294_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1294
 DA1294  HISTORY     - Date     Condition        Report By
 DA1294  HISTORY     - 1962     MONUMENTED       AMS
 DA1294
 DA1294                          STATION DESCRIPTION
 DA1294
 DA1294'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1294'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1294'
 DA1294'LOCATED ABOUT 45 MI WSW. OF AJO, 8 MI ENE. OF TULE WELL, 8 MI N.
 DA1294'OF US-MEXICO BOUNDARY.  ON DESERT FLOOR.
 DA1294'
 DA1294'REACHED BY HELICOPTER.
 DA1294'
 DA1294'STATION MARK--USE BM DISK STAMPED---P 10 ARMY MAP SERVICE 1962---,
 DA1294'IN CONCRETE POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2367 ***********************************************************************
 DU2367  DESIGNATION -  P 10 C
 DU2367  PID         -  DU2367
 DU2367  STATE/COUNTY-  AZ/MARICOPA
 DU2367  USGS QUAD   -  CHANDLER (1981)
 DU2367
 DU2367                         *CURRENT SURVEY CONTROL
 DU2367  ___________________________________________________________________
 DU2367* NAD 83(2007)-  33 15 58.76963(N)    111 48 54.33829(W)     ADJUSTED  
 DU2367* NAVD 88     -       375.638  (meters)    1232.41   (feet)  ADJUSTED  
 DU2367  ___________________________________________________________________
 DU2367  EPOCH DATE  -        2007.00
 DU2367  X           -  -1,983,897.208 (meters)                     COMP
 DU2367  Y           -  -4,956,309.783 (meters)                     COMP
 DU2367  Z           -   3,478,882.814 (meters)                     COMP
 DU2367  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DU2367  ELLIP HEIGHT-         345.703 (meters)          (02/10/07) ADJUSTED
 DU2367  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU2367  DYNAMIC HT  -         375.189 (meters)    1230.93  (feet)  COMP
 DU2367
 DU2367  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2367  Type    PID    Designation                      North   East  Ellip
 DU2367  -------------------------------------------------------------------
 DU2367  NETWORK DU2367 P 10 C                            0.51   1.10   5.74
 DU2367  -------------------------------------------------------------------
 DU2367  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 DU2367
 DU2367  VERT ORDER  -  FIRST     CLASS II
 DU2367
 DU2367.This mark is at Chandler Municipal Airport (CHD)
 DU2367
 DU2367.The horizontal coordinates were established by GPS observations
 DU2367.and adjusted by the National Geodetic Survey in February 2007.
 DU2367
 DU2367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2367.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2367.The horizontal coordinates are valid at the epoch date displayed above.
 DU2367.The epoch date for horizontal control is a decimal equivalence
 DU2367.of Year/Month/Day.
 DU2367
 DU2367.The orthometric height was determined by differential leveling
 DU2367.and adjusted in August 1994.
 DU2367
 DU2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2367
 DU2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2367
 DU2367.The ellipsoidal height was determined by GPS observations
 DU2367.and is referenced to NAD 83.
 DU2367
 DU2367.The geoid height was determined by GEOID03.
 DU2367
 DU2367.The dynamic height is computed by dividing the NAVD 88
 DU2367.geopotential number by the normal gravity value computed on the
 DU2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2367.degrees latitude (g = 980.6199 gals.).
 DU2367
 DU2367.The modeled gravity was interpolated from observed gravity values.
 DU2367
 DU2367;                    North         East     Units Scale Factor Converg.
 DU2367;SPC AZ C     -   251,290.439   222,822.730   MT  0.99990110   +0 03 20.6
 DU2367;SPC AZ C     -   824,443.70    731,045.70   iFT  0.99990110   +0 03 20.6
 DU2367;UTM  12      - 3,681,108.587   424,085.873   MT  0.99967105   -0 26 49.7
 DU2367
 DU2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2367!SPC AZ C     -   0.99994573  x   0.99990110  =   0.99984683
 DU2367!UTM  12      -   0.99994573  x   0.99967105  =   0.99961680
 DU2367
 DU2367                          SUPERSEDED SURVEY CONTROL
 DU2367
 DU2367  ELLIP H (01/07/02)  345.726  (m)                       GP(       ) 4 1
 DU2367  ELLIP H (01/12/01)  345.771  (m)                       GP(       ) 4 1
 DU2367  ELLIP H (04/20/98)  345.726  (m)                       GP(       ) 4 2
 DU2367  NAD 83(1992)-  33 15 58.76875(N)    111 48 54.33741(W) AD(       ) 1
 DU2367  ELLIP H (05/10/95)  345.841  (m)                       GP(       ) 4 2
 DU2367  NAVD 88 (04/20/98)  375.64   (m)         1232.4    (f) LEVELING    3  
 DU2367  NGVD 29 (05/10/95)  375.07   (m)         1230.5    (f) LEVELING    3  
 DU2367
 DU2367.Superseded values are not recommended for survey control.
 DU2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2367.See file dsdata.txt to determine how the superseded data were derived.
 DU2367
 DU2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2408681109(NAD 83)
 DU2367_MARKER: DD = SURVEY DISK
 DU2367_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU2367_SP_SET: 4 IN CONC SLAB FOUNDATAION
 DU2367_STAMPING: P10 C 1993
 DU2367_MARK LOGO: NOS   
 DU2367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2367+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DU2367
 DU2367  HISTORY     - Date     Condition        Report By
 DU2367  HISTORY     - 1993     MONUMENTED       NOS
 DU2367  HISTORY     - 19930615 GOOD             NGS
 DU2367  HISTORY     - 19940326 GOOD             NGS
 DU2367  HISTORY     - 19970620 GOOD             NGS
 DU2367  HISTORY     - 20061215 GOOD             GEOCAC
 DU2367
 DU2367                          STATION DESCRIPTION
 DU2367
 DU2367'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JDH)
 DU2367'THE STATION IS LOCATED AT THE CHANDLER MUNICIPAL AIRPORT AT THE SOUTH
 DU2367'END OF THE FIELD, WEST OF RUNWAY END 4R IN THE RUNUP PAD BETWEEN
 DU2367'RUNWAYS 4R AND 4L IN CHANDLER, ARIZONA. TO REACH FROM THE COVERED
 DU2367'CROSSWALK AT DR A.J. CHANDLER PARK IN CHANDLER ARIZONA, PROCEED SOUTH
 DU2367'ON ARIZONA 87 (ARIZONA AVENUE) 1.9 MI (3.1 KM) TO GERMANN ROAD.  TURN
 DU2367'LEFT ON GERMANN ROAD AND GO 1.5 MI (2.4 KM) TO AIRPORT BOULEVARD.
 DU2367'TURN RIGHT AND GO 0.4 MI (0.6 KM) TO THE NORTH END OF TERMINAL PARKING
 DU2367'AREA.  TURN LEFT AND GO 0.05 MI (0.08 KM) TO RAMP GATE AT THE
 DU2367'NORTHWEST END OF THE PARKING LOT. PROCEED THROUGH THE RAMP GATE AND
 DU2367'TURN RIGHT AND FOLLOW ALONG EDGE OF FENCE LINE TO CENTER OF PARKING
 DU2367'RAMP IN FRONT OF TERMINAL BUILDING. PROCEED SOUTHEAST 0.1 MI (0.2 KM)
 DU2367'ACROSS TERMINAL RAMP AND TAXIWAY K AND MAKE RIGHT ON CLOSED RUNWAY
 DU2367'4L/22R AND PROCEED 0.2 MI (0.3 KM) TO TAXIWAY H2 ON LEFT.  TURN LEFT
 DU2367'AND PROCEED 0.1 MI (0.2 KM) ON TAXIWAY H2 TO RUNUP AREA AND STATION ON
 DU2367'THE RIGHT. THE STATION IS LOCATED 105 FT (32.0 M) SOUTHWEST OF THE
 DU2367'CENTER LINE OF TAXIWAY H2, 150 FT (45.7 M) NORTHWEST OF RUNWAY SIGN
 DU2367'4R-22L, 1.3 FT (0.4 M) SOUTHWEST OF THE CORNER TAXIWAY LIGHT, AND 8.5
 DU2367'FT (2.6 M) OUTSIDE OF THE PAINTED EDGE OF THE RUNUP PAD. THE STATION
 DU2367'IS A STANDARD NOS DISK SET FLUSH WITH THE GROUND. FOR ACCESS CONTACT
 DU2367'MR. TOM STANLEY, AIRPORT MANAGER, 2475 SOUTH AIRPORT BOULEVARD,
 DU2367'CHANDLER, ARIZONA 85249, PHONE (602) 963-0411. DESCRIBED BY RALPH A.
 DU2367'HARRELL, CHIEF OF NOS PARTY.
 DU2367
 DU2367                          STATION RECOVERY (1993)
 DU2367
 DU2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DU2367'THE STATION IS LOCATED AT THE SOUTH END OF THE FIELD, WEST OF RUNWAY
 DU2367'END 4R, IN THE RUNUP PAD BETWEEN 4R AND 4L.  THE STATION IS 1 FT (0.3
 DU2367'M) WEST OF THE WEST MOST CORNER TAXIWAY LIGHT IN THE CONCRETE BASE.
 DU2367'IT IS 105 FT (32.0 M) SOUTHWEST OF THE CL OF TAXIWAY, 150 FT (45.7 M)
 DU2367'NORTHWEST OF A SIGN 4R-22L, 80.4 FT (24.5 M) SOUTH OF THE CORNER
 DU2367'TAXIWAY LIGHT, 8.5 FT (2.6 M) OUTSIDE OF THE PAINTED EDGE OF THE RUNUP
 DU2367'PAD.  THE STATION IS A STANDARD NOS DISK SET FLUSH AND STAMPED P10 C
 DU2367'1993.
 DU2367
 DU2367                          STATION RECOVERY (1994)
 DU2367
 DU2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU2367'12.2 KM (7.60 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2367'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 2.2 KM
 DU2367'(1.35 MI) EASTERLY ALONG GERMAN ROAD, THENCE 0.8 KM (0.50 MI)
 DU2367'SOUTHERLY ALONG AIRPORT BOULEVARD, THENCE 250.0 M (820.2 FT)
 DU2367'SOUTHEASTERLY ALONG TAXIWAY K FROM THE TERMINAL BUILDING, THENCE 252.0
 DU2367'M (826.8 FT) SOUTHWESTERLY ALONG TAXIWAY L, THENCE 100.0 M
 DU2367'(328.1 FT) SOUTHEASTERLY ALONG TAXIWAY H2 TO ENGINE RUN UP AREA 4R,
 DU2367'IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST CORNER OF A CONCRETE
 DU2367'FOOTING FOR A LIGHT AT THE WEST CORNER OF THE RUN UP AREA, 32.6 M
 DU2367'(107.0 FT) SOUTHWEST OF AND LEVEL WITH THE TAXIWAY CENTERLINE, AND
 DU2367'0.2 M (0.7 FT) WEST OF A BLUE TAXIWAY LIGHT. NOTE--THE MONUMENT IS ON
 DU2367'PROPERTY OWNED BY CHANDLER MUNICIPAL AIRPORT, CONTACT--MICHAEL
 DU2367'SMITH--AIRPORT MANAGER, 2475 SOUTH AIRPORT BOULEVARD, CHANDLER, AZ
 DU2367'85224, TELEPHONE NUMBER (602) 963-0411.
 DU2367
 DU2367                          STATION RECOVERY (1997)
 DU2367
 DU2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 DU2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) .  RECOVERED
 DU2367'IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 DU2367'LOCATED AT THE CHANDLER MUNICIPAL AIRPORT, AT THE WESTERLY CORNER OF
 DU2367'THE RUNUP PAD BETWEEN THE RUNWAYS AND NORTHWEST FROM APPROACH 4R.
 DU2367'OWNERSHIP--CITY OF CHANDLER.  AIRPORT MANAGER IS GREG CHENOWETH, 2380
 DU2367'SOUTH STINSON WAY, CHANDLER AZ 85249, PHONE 602-786-2370.  TO REACH
 DU2367'FROM THE JUNCTION OF INTERSTATE 10 (EXIT 164) , STATE HIGHWAY 347
 DU2367'(MARICOPA ROAD) AND QUEEN CREEK ROAD ON THE SOUTH SIDE OF CHANDLER, GO
 DU2367'EAST ON QUEEN CREEK ROAD FOR 12.1 KM (7.50 MI) PASSING STATE HIGHWAY
 DU2367'87 (ARIZONA AVE) AT 10.3 KM (6.40 MI) TO AIRPORT BLVD ON LEFT.  TURN
 DU2367'LEFT AND GO NORTHERLY FOR 1.3 KM (0.80 MI) TO THE NORTHERLY PARKING
 DU2367'LOT ENTRANCE ON RIGHT WHICH IS 0.2 KM (0.10 MI) SOUTH FROM RYAN ROAD.
 DU2367'TURN RIGHT AND GO EAST FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH
 DU2367'THE GATE AND DEFLECT 45 DEGREES RIGHT AND GO SOUTHEAST FOR 0.2 KM
 DU2367'(0.10 MI) CROSSING A RAMP TO THE MIDFIELD CONNECTOR TAXIWAY AT A
 DU2367'PARALLEL TAXIWAY.  TURN RIGHT ONTO THE PARALLEL TAXIWAY AND GO
 DU2367'SOUTHWEST FOR 0.4 KM (0.25 MI) TO A CONNECTOR TAXIWAY ON LEFT.  TURN
 DU2367'LEFT AND GO SOUTHEAST FOR 0.15 KM (0.10 MI) CROSSING RUNWAY 4L-22R TO
 DU2367'THE STATION ON RIGHT.  THE MARK IS A NOS SURVEY DISK SET INTO THE
 DU2367'WESTERLY CORNER OF A 0.8 M (2.6 FT) SQUARE BY 10 CM (4 IN) THICK
 DU2367'CONCRETE FOUNDATION FOR A TAXIWAY LIGHT.  1993 TIES ARE ADEQUATE.
 DU2367
 DU2367                          STATION RECOVERY (2006)
 DU2367
 DU2367'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2367'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATE TO THE
 DU2367'DESCRIPTION   ACCESS TO THE STATION REQUIRES ESCORT   PLEASE CONTACT
 DU2367'AIRPORT MANAGER, GREG CHENOWETH AT 480-782-3540.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0346 ***********************************************************************
 DU0346  DESIGNATION -  P 101
 DU0346  PID         -  DU0346
 DU0346  STATE/COUNTY-  AZ/GILA
 DU0346  USGS QUAD   -  CHRYSOTILE (1966)
 DU0346
 DU0346                         *CURRENT SURVEY CONTROL
 DU0346  ___________________________________________________________________
 DU0346* NAD 83(1986)-  33 40 25.     (N)    110 34 20.     (W)     SCALED    
 DU0346* NAVD 88     -      1779.676  (meters)    5838.82   (feet)  ADJUSTED  
 DU0346  ___________________________________________________________________
 DU0346  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DU0346  DYNAMIC HT  -        1777.086 (meters)    5830.32  (feet)  COMP
 DU0346  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 DU0346
 DU0346  VERT ORDER  -  FIRST     CLASS II
 DU0346
 DU0346.The horizontal coordinates were scaled from a topographic map and have
 DU0346.an estimated accuracy of +/- 6 seconds.
 DU0346
 DU0346.The orthometric height was determined by differential leveling
 DU0346.and adjusted in June 1991.
 DU0346.WARNING-Repeat measurements at this control monument indicate possible
 DU0346.vertical movement.
 DU0346
 DU0346.The geoid height was determined by GEOID03.
 DU0346
 DU0346.The dynamic height is computed by dividing the NAVD 88
 DU0346.geopotential number by the normal gravity value computed on the
 DU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0346.degrees latitude (g = 980.6199 gals.).
 DU0346
 DU0346.The modeled gravity was interpolated from observed gravity values.
 DU0346
 DU0346;                    North         East    Units  Estimated Accuracy
 DU0346;SPC AZ E     -   296,530.      175,750.      MT  (+/- 180 meters Scaled)
 DU0346
 DU0346                          SUPERSEDED SURVEY CONTROL
 DU0346
 DU0346  NGVD 29 (??/??/92) 1778.854  (m)         5836.12   (f) ADJ UNCH    1 2
 DU0346
 DU0346.Superseded values are not recommended for survey control.
 DU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0346.See file dsdata.txt to determine how the superseded data were derived.
 DU0346
 DU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC396260(NAD 83)
 DU0346_MARKER: DD = SURVEY DISK
 DU0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0346_STAMPING: P 101 1935
 DU0346_PROJECTION: PROJECTING 30 CENTIMETERS
 DU0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0346+STABILITY: SURFACE MOTION
 DU0346
 DU0346  HISTORY     - Date     Condition        Report By
 DU0346  HISTORY     - 1935     MONUMENTED       USFS
 DU0346  HISTORY     - 1966     GOOD             USGS
 DU0346  HISTORY     - 1979     GOOD             NGS
 DU0346
 DU0346                          STATION DESCRIPTION
 DU0346
 DU0346'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0346'25.5 MI NE FROM GLOBE.
 DU0346'25.5 MILES NE ALONG U.S. HWY. 60 FROM THE P.O. IN GLOBE, 4.5 MILES SW
 DU0346'OF THE JUNCTION OF THE REGAL MINE ROAD, AT A LONG CURVE, AND 60 FEET
 DU0346'EAST OF THE CENTERLINE OF THE HIGHWAY.  A USFS STANDARD DISK SET IN
 DU0346'THE TOP OF A CONCRETE POST.
 DU0346
 DU0346                          STATION RECOVERY (1979)
 DU0346
 DU0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0346'25.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0346'COURTHOUSE IN GLOBE, 0.2 MILE SOUTHWEST OF MILE MARKER 280, 53
 DU0346'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET WEST OF A
 DU0346'T-FENCE CORNER AND 1.5 FEET NORTH OF A WOODEN 4X4 INCH POST.
 DU0346'THE MARK IS 2.3 FT  S FROM A WITNESS POST.
 DU0346'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0509 ***********************************************************************
 ET0509  DESIGNATION -  P 102
 ET0509  PID         -  ET0509
 ET0509  STATE/COUNTY-  AZ/YAVAPAI
 ET0509  USGS QUAD   -  MOUNT JOSH (1979)
 ET0509
 ET0509                         *CURRENT SURVEY CONTROL
 ET0509  ___________________________________________________________________
 ET0509* NAD 83(1986)-  34 43 01.     (N)    112 43 02.     (W)     SCALED    
 ET0509* NAVD 88     -      1515.435  (meters)    4971.89   (feet)  POSTED    
 ET0509  ___________________________________________________________________
 ET0509  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0509  DYNAMIC HT  -        1513.420 (meters)    4965.28  (feet)  COMP
 ET0509  MODELED GRAV-     979,251.7   (mgal)                       NAVD 88
 ET0509
 ET0509  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0509
 ET0509.The horizontal coordinates were scaled from a topographic map and have
 ET0509.an estimated accuracy of +/- 6 seconds.
 ET0509
 ET0509.The orthometric height was determined by differential leveling
 ET0509.and adjusted in November 2005.
 ET0509.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0509.was located on a no-check spur therefore a value was not computed.
 ET0509.No vertical observational check was made to the station.
 ET0509
 ET0509.The geoid height was determined by GEOID03.
 ET0509
 ET0509.The dynamic height is computed by dividing the NAVD 88
 ET0509.geopotential number by the normal gravity value computed on the
 ET0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0509.degrees latitude (g = 980.6199 gals.).
 ET0509
 ET0509.The modeled gravity was interpolated from observed gravity values.
 ET0509
 ET0509;                    North         East    Units  Estimated Accuracy
 ET0509;SPC AZ C     -   412,470.      140,030.      MT  (+/- 180 meters Scaled)
 ET0509
 ET0509                          SUPERSEDED SURVEY CONTROL
 ET0509
 ET0509  NGVD 29 (??/??/92) 1514.607  (m)         4969.17   (f) ADJ UNCH    2 0
 ET0509
 ET0509.Superseded values are not recommended for survey control.
 ET0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0509.See file dsdata.txt to determine how the superseded data were derived.
 ET0509
 ET0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD427429(NAD 83)
 ET0509_MARKER: DD = SURVEY DISK
 ET0509_SETTING: 0 = UNSPECIFIED SETTING
 ET0509_STAMPING: P 102 1935
 ET0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0509
 ET0509  HISTORY     - Date     Condition        Report By
 ET0509  HISTORY     - 1935     MONUMENTED       USFS
 ET0509  HISTORY     - 1974     GOOD             USGS
 ET0509
 ET0509                          STATION DESCRIPTION
 ET0509
 ET0509'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0509'4.6 MI N FROM SKULL VALLEY.
 ET0509'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. ON THE PAVED RD. TOWARD
 ET0509'PRESCOTT, GO LEFT ON THE GRADED COUNTY RD. 2.9 MI. TO T-RD. WEST, GO
 ET0509'STRAIGHT 1.0 MI. TO T-RD. EAST, GO STRAIGHT 2.8 MI. TO T-RD. NE., GO
 ET0509'STRAIGHT (NW) 2.6 MILES TO GATEWAY OF MOANA RANCH, GO 0.3 MILES
 ET0509'KEEPING TO THE RIGHT, TO A GATE AT THE SO. END OF A LARGE BARN, GO
 ET0509'STRAIGHT 0.15 MI. TO GATE, GO THROUGH GATE, LEFT UPHILL AND ACROSS
 ET0509'(RIGHT) THE DAM, GOING 0.4 MI. TO Y-RD. NORTH, GO STRAIGHT (NW) 1.4
 ET0509'MI. TO Y-RD., GO STRAIGHT (NW) 1.0 MI. TO DIM X-RD., GO LEFT 0.1 MI.,
 ET0509'49 FT. SE CENTER LINE RD., UNDER THE NORTH EAST EDGE OF A LARGE PINE
 ET0509'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0278 ***********************************************************************
 FR0278  DESIGNATION -  P 103
 FR0278  PID         -  FR0278
 FR0278  STATE/COUNTY-  AZ/YAVAPAI
 FR0278  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0278
 FR0278                         *CURRENT SURVEY CONTROL
 FR0278  ___________________________________________________________________
 FR0278* NAD 83(1986)-  35 02 00.     (N)    112 49 08.     (W)     SCALED    
 FR0278* NAVD 88     -      1606.563  (meters)    5270.87   (feet)  POSTED    
 FR0278  ___________________________________________________________________
 FR0278  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FR0278  DYNAMIC HT  -        1604.420 (meters)    5263.83  (feet)  COMP
 FR0278  MODELED GRAV-     979,246.1   (mgal)                       NAVD 88
 FR0278
 FR0278  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0278
 FR0278.The horizontal coordinates were scaled from a topographic map and have
 FR0278.an estimated accuracy of +/- 6 seconds.
 FR0278
 FR0278.The orthometric height was determined by differential leveling
 FR0278.and adjusted in November 2005.
 FR0278.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0278.was located on a no-check spur therefore a value was not computed.
 FR0278.No vertical observational check was made to the station.
 FR0278
 FR0278.The geoid height was determined by GEOID03.
 FR0278
 FR0278.The dynamic height is computed by dividing the NAVD 88
 FR0278.geopotential number by the normal gravity value computed on the
 FR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0278.degrees latitude (g = 980.6199 gals.).
 FR0278
 FR0278.The modeled gravity was interpolated from observed gravity values.
 FR0278
 FR0278;                    North         East    Units  Estimated Accuracy
 FR0278;SPC AZ C     -   447,640.      131,040.      MT  (+/- 180 meters Scaled)
 FR0278
 FR0278                          SUPERSEDED SURVEY CONTROL
 FR0278
 FR0278  NGVD 29 (??/??/92) 1605.612  (m)         5267.75   (f) ADJ UNCH    2 0
 FR0278
 FR0278.Superseded values are not recommended for survey control.
 FR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0278.See file dsdata.txt to determine how the superseded data were derived.
 FR0278
 FR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD340782(NAD 83)
 FR0278_MARKER: DB = BENCH MARK DISK
 FR0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0278_STAMPING: P 103 1935
 FR0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0278+STABILITY: SURFACE MOTION
 FR0278
 FR0278  HISTORY     - Date     Condition        Report By
 FR0278  HISTORY     - 1935     MONUMENTED       CGS
 FR0278  HISTORY     - 1973     GOOD             USGS
 FR0278
 FR0278                          STATION DESCRIPTION
 FR0278
 FR0278'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0278'10.6 MI NE FROM WALNUT CREEK RANGER STATION.
 FR0278'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0278'YAVAPAI COUNTY, THENCE ABOUT 8.0 MILES NORTH ALONG THE ROAD LEADING TO
 FR0278'SELIGMAN, ABOUT 0.7 MILE NW OF A ROAD FORK WEST TO PINE SPRING, ABOUT
 FR0278'0.1 MILE SW OF THE XING OF A WASH, AT A ROAD FORK WEST TO A WINDMILL,
 FR0278'NEAR THE EAST END OF A LOW RIDGE, 175 FEET SW OF AND ABOUT 7 FEET
 FR0278'HIGHER THAN THE CENTERLINE OF MAIN ROAD, 145 FEET NORTH OF CENTERLINE
 FR0278'OF ROAD TO WINDMILL.  A U.S. FOREST SERVICE STANDARD DISK STAMPED P
 FR0278'103 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 FR0278'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0478 ***********************************************************************
 DU0478  DESIGNATION -  P 107
 DU0478  PID         -  DU0478
 DU0478  STATE/COUNTY-  AZ/PINAL
 DU0478  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0478
 DU0478                         *CURRENT SURVEY CONTROL
 DU0478  ___________________________________________________________________
 DU0478* NAD 83(1986)-  33 16 17.     (N)    111 14 31.     (W)     SCALED    
 DU0478* NAVD 88     -       757.03   (+/-2cm)    2483.7    (feet)  VERTCON   
 DU0478  ___________________________________________________________________
 DU0478  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DU0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0478
 DU0478.The horizontal coordinates were scaled from a topographic map and have
 DU0478.an estimated accuracy of +/- 6 seconds.
 DU0478
 DU0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0478.The vertical order pertains to the NGVD 29 superseded value.
 DU0478
 DU0478.The geoid height was determined by GEOID03.
 DU0478
 DU0478;                    North         East    Units  Estimated Accuracy
 DU0478;SPC AZ C     -   252,050.      276,220.      MT  (+/- 180 meters Scaled)
 DU0478
 DU0478                          SUPERSEDED SURVEY CONTROL
 DU0478
 DU0478  NGVD 29 (??/??/92)  756.435  (m)         2481.74   (f) ADJ UNCH    2 0
 DU0478
 DU0478.Superseded values are not recommended for survey control.
 DU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0478.See file dsdata.txt to determine how the superseded data were derived.
 DU0478
 DU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB774814(NAD 83)
 DU0478_MARKER: DB = BENCH MARK DISK
 DU0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0478_STAMPING: P 107 1935
 DU0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0478+STABILITY: SURFACE MOTION
 DU0478
 DU0478  HISTORY     - Date     Condition        Report By
 DU0478  HISTORY     - 1935     MONUMENTED       CGS
 DU0478  HISTORY     - 20070505 MARK NOT FOUND   GEOCAC
 DU0478
 DU0478                          STATION DESCRIPTION
 DU0478
 DU0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0478'10.0 MI W FROM SUPERIOR.
 DU0478'10.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT
 DU0478'SUPERIOR, 5.8 MILES EAST OF FLORENCE JUNCTION, 0.8 MILE SOUTHWEST OF
 DU0478'GONZALES PASS, 0.4 MILE EAST OF THE CROOK NATIONAL FOREST BOUNDARY, AT
 DU0478'THE POINT WHERE THE SHORT STEEP GRADE FLATTENS OUT, AT A SMALL CUT ON
 DU0478'THE HIGHWAY, 53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5
 DU0478'FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 107
 DU0478'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DU0478
 DU0478                          STATION RECOVERY (2007)
 DU0478
 DU0478'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0478'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0478'MARK. THE HIGHWAY HAS BEEN IMPROVED OVER THE YEARS, AND THE SITE IS
 DU0478'BURIED UNDER CONSTRUCTION SPOILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0454 ***********************************************************************
 DU0454  DESIGNATION -  P 108
 DU0454  PID         -  DU0454
 DU0454  STATE/COUNTY-  AZ/PINAL
 DU0454  USGS QUAD   -  FLORENCE SE (1965)
 DU0454
 DU0454                         *CURRENT SURVEY CONTROL
 DU0454  ___________________________________________________________________
 DU0454* NAD 83(1986)-  33 07 10.     (N)    111 21 47.     (W)     SCALED    
 DU0454* NAVD 88     -       508.55   (+/-2cm)    1668.5    (feet)  VERTCON   
 DU0454  ___________________________________________________________________
 DU0454  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0454
 DU0454.The horizontal coordinates were scaled from a topographic map and have
 DU0454.an estimated accuracy of +/- 6 seconds.
 DU0454
 DU0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0454.The vertical order pertains to the NGVD 29 superseded value.
 DU0454
 DU0454.The geoid height was determined by GEOID03.
 DU0454
 DU0454;                    North         East    Units  Estimated Accuracy
 DU0454;SPC AZ C     -   235,130.      265,020.      MT  (+/- 180 meters Scaled)
 DU0454
 DU0454                          SUPERSEDED SURVEY CONTROL
 DU0454
 DU0454  NGVD 29 (??/??/92)  507.988  (m)         1666.62   (f) ADJ UNCH    2 0
 DU0454
 DU0454.Superseded values are not recommended for survey control.
 DU0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0454.See file dsdata.txt to determine how the superseded data were derived.
 DU0454
 DU0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB661645(NAD 83)
 DU0454_MARKER: DB = BENCH MARK DISK
 DU0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0454_SP_SET: CULVERT
 DU0454_STAMPING: P 108 1935
 DU0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0454
 DU0454  HISTORY     - Date     Condition        Report By
 DU0454  HISTORY     - 1935     MONUMENTED       CGS
 DU0454  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 DU0454
 DU0454                          STATION DESCRIPTION
 DU0454
 DU0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0454'6.5 MI N FROM FLORENCE.
 DU0454'6.5 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0454'FLORENCE, ON A GRADE, AT A CONCRETE BOX CULVERT, IN THE TOP OF THE
 DU0454'EAST HEADWALL, AND 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 DU0454'STANDARD DISK, STAMPED P 108 1935.
 DU0454
 DU0454                          STATION RECOVERY (2007)
 DU0454
 DU0454'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0454'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0849 ***********************************************************************
 DA0849  DESIGNATION -  P 109
 DA0849  PID         -  DA0849
 DA0849  STATE/COUNTY-  AZ/PIMA
 DA0849  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0849
 DA0849                         *CURRENT SURVEY CONTROL
 DA0849  ___________________________________________________________________
 DA0849* NAD 83(1986)-  32 05 13.     (N)    113 00 57.     (W)     SCALED    
 DA0849* NAVD 88     -       378.69   (+/-2cm)    1242.4    (feet)  VERTCON   
 DA0849  ___________________________________________________________________
 DA0849  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DA0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0849
 DA0849.The horizontal coordinates were scaled from a topographic map and have
 DA0849.an estimated accuracy of +/- 6 seconds.
 DA0849
 DA0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0849.The vertical order pertains to the NGVD 29 superseded value.
 DA0849
 DA0849.The geoid height was determined by GEOID03.
 DA0849
 DA0849;                    North         East    Units  Estimated Accuracy
 DA0849;SPC AZ C     -   121,040.      109,600.      MT  (+/- 180 meters Scaled)
 DA0849
 DA0849                          SUPERSEDED SURVEY CONTROL
 DA0849
 DA0849  NGVD 29 (??/??/92)  377.978  (m)         1240.08   (f) ADJ UNCH    2 0
 DA0849
 DA0849.Superseded values are not recommended for survey control.
 DA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0849.See file dsdata.txt to determine how the superseded data were derived.
 DA0849
 DA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA097518(NAD 83)
 DA0849_MARKER: DB = BENCH MARK DISK
 DA0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0849_STAMPING: P 109 1935
 DA0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0849+STABILITY: SURFACE MOTION
 DA0849
 DA0849  HISTORY     - Date     Condition        Report By
 DA0849  HISTORY     - 1935     MONUMENTED       CGS
 DA0849  HISTORY     - 1952     GOOD             NGS
 DA0849
 DA0849                          STATION DESCRIPTION
 DA0849
 DA0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0849'26.05 MI NW FROM LUKEVILLE.
 DA0849'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0849'LUKEVILLE TO A JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND A
 DA0849'Y JUNCTION, THENCE 11.05 MILES NORTH ALONG THE BATES WELL ROAD, 18 1/2
 DA0849'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.8 FEET NORTHEAST OF A
 DA0849'WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT, AND ABOUT LEVEL
 DA0849'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0730 ***********************************************************************
 ET0730  DESIGNATION -  P 11
 ET0730  PID         -  ET0730
 ET0730  STATE/COUNTY-  AZ/MOHAVE
 ET0730  USGS QUAD   -  GROOM SPRING (1967)
 ET0730
 ET0730                         *CURRENT SURVEY CONTROL
 ET0730  ___________________________________________________________________
 ET0730* NAD 83(1986)-  34 31 37.     (N)    113 44 20.     (W)     SCALED    
 ET0730* NAVD 88     -       814.79   (+/-2cm)    2673.2    (feet)  VERTCON   
 ET0730  ___________________________________________________________________
 ET0730  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 ET0730  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0730
 ET0730.The horizontal coordinates were scaled from a topographic map and have
 ET0730.an estimated accuracy of +/- 6 seconds.
 ET0730
 ET0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0730.The vertical order pertains to the NGVD 29 superseded value.
 ET0730
 ET0730.The geoid height was determined by GEOID03.
 ET0730
 ET0730;                    North         East    Units  Estimated Accuracy
 ET0730;SPC AZ W     -   391,110.      214,380.      MT  (+/- 180 meters Scaled)
 ET0730
 ET0730                          SUPERSEDED SURVEY CONTROL
 ET0730
 ET0730  NGVD 29 (??/??/92)  814.060  (m)         2670.80   (f) ADJ UNCH    1 2
 ET0730
 ET0730.Superseded values are not recommended for survey control.
 ET0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0730.See file dsdata.txt to determine how the superseded data were derived.
 ET0730
 ET0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD486239(NAD 83)
 ET0730_MARKER: DB = BENCH MARK DISK
 ET0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0730_STAMPING: 2670.795 P 11 1927
 ET0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0730+STABILITY: SURFACE MOTION
 ET0730
 ET0730  HISTORY     - Date     Condition        Report By
 ET0730  HISTORY     - 1927     MONUMENTED       CGS
 ET0730  HISTORY     - 1934     GOOD             NGS
 ET0730  HISTORY     - 1973     POOR             NGS
 ET0730  HISTORY     - 1981     MARK NOT FOUND   NGS
 ET0730
 ET0730                          STATION DESCRIPTION
 ET0730
 ET0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0730'35.0 MI SE FROM YUCCA.
 ET0730'35.0 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0730'POST OFFICE AT YUCCA, MOHAVE COUNTY, 17 MILES SOUTHEAST OF RHUDY
 ET0730'RANCH, (THE FIRST RANCH SOUTHEAST OF YUCCA), 0.5 MILE SOUTH OF THE
 ET0730'JUNCTION OF THE ROAD LEADING TO CONGRESS JUNCTION, ON A SMALL MOUND AT
 ET0730'THE NORTHEAST SIDE OF A WASH, 21.5 FEET NORTHWEST OF A BLAZED YUCCA
 ET0730'TREE, 18 FEET SOUTH OF ANOTHER BLAZED YUCCA TREE, AND 27.5 FEET
 ET0730'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 ET0730'2670.795 P 11 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 ET0730'INCHES ABOVE GROUND.
 ET0730
 ET0730                          STATION RECOVERY (1973)
 ET0730
 ET0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ET0730'MARK RECOVERED IN POOR CONDITION.
 ET0730
 ET0730                          STATION RECOVERY (1981)
 ET0730
 ET0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0730'NOT RECOVERED, CONCRETE POST FOUND LYING ON THE GROUND IN DESCRIBED
 ET0730'LOCATION WITH DISK REMOVED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0408 ***********************************************************************
 DA0408  DESIGNATION -  P 110
 DA0408  PID         -  DA0408
 DA0408  STATE/COUNTY-  AZ/PIMA
 DA0408  USGS QUAD   -  GUNSIGHT (1990)
 DA0408
 DA0408                         *CURRENT SURVEY CONTROL
 DA0408  ___________________________________________________________________
 DA0408* NAD 83(1986)-  32 08 51.     (N)    112 39 11.     (W)     SCALED    
 DA0408* NAVD 88     -       678.07   (+/-2cm)    2224.6    (feet)  VERTCON   
 DA0408  ___________________________________________________________________
 DA0408  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0408
 DA0408.The horizontal coordinates were scaled from a topographic map and have
 DA0408.an estimated accuracy of +/- 6 seconds.
 DA0408
 DA0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0408.The vertical order pertains to the NGVD 29 superseded value.
 DA0408
 DA0408.The geoid height was determined by GEOID03.
 DA0408
 DA0408;                    North         East    Units  Estimated Accuracy
 DA0408;SPC AZ C     -   127,460.      143,890.      MT  (+/- 180 meters Scaled)
 DA0408
 DA0408                          SUPERSEDED SURVEY CONTROL
 DA0408
 DA0408  NGVD 29 (??/??/92)  677.319  (m)         2222.17   (f) ADJ UNCH    2 0
 DA0408
 DA0408.Superseded values are not recommended for survey control.
 DA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0408.See file dsdata.txt to determine how the superseded data were derived.
 DA0408
 DA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA441579(NAD 83)
 DA0408_MARKER: DB = BENCH MARK DISK
 DA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0408_STAMPING: P 110 1935
 DA0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0408+STABILITY: SURFACE MOTION
 DA0408
 DA0408  HISTORY     - Date     Condition        Report By
 DA0408  HISTORY     - 1935     MONUMENTED       CGS
 DA0408  HISTORY     - 1952     GOOD             NGS
 DA0408
 DA0408                          STATION DESCRIPTION
 DA0408
 DA0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0408'22 MI SE FROM AJO.
 DA0408'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0408'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 16.35 MILES SOUTHEAST
 DA0408'ALONG HIGHWAY 86 TO AN INTERSECTION OF ROADS LEADING NORTH AND SOUTH
 DA0408'TO KERWOO, THENCE 5.15 MILES SOUTH ALONG THE KERWOO ROAD TO A Y
 DA0408'JUNCTION OF A ROAD LEADING SOUTHWEST TO WALLS WELL, THENCE 0.35 MILES
 DA0408'SOUTHWEST ALONG A ROAD LEADING SOUTHWEST TO WALLS WELL, 1.1 MILES
 DA0408'NORTHEAST OF WALLS WELL, 59 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DA0408'1.5 FEET WEST OF THE WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 DA0408'ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0129 ***********************************************************************
 ET0129  DESIGNATION -  P 111
 ET0129  PID         -  ET0129
 ET0129  STATE/COUNTY-  AZ/YAVAPAI
 ET0129  USGS QUAD   -  HUMBOLDT (1973)
 ET0129
 ET0129                         *CURRENT SURVEY CONTROL
 ET0129  ___________________________________________________________________
 ET0129* NAD 83(1986)-  34 32 50.     (N)    112 09 42.     (W)     SCALED    
 ET0129* NAVD 88     -      1497.50   (+/-2cm)    4913.0    (feet)  VERTCON   
 ET0129  ___________________________________________________________________
 ET0129  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 ET0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0129
 ET0129.The horizontal coordinates were scaled from a topographic map and have
 ET0129.an estimated accuracy of +/- 6 seconds.
 ET0129
 ET0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0129.The vertical order pertains to the NGVD 29 superseded value.
 ET0129
 ET0129.The geoid height was determined by GEOID03.
 ET0129
 ET0129;                    North         East    Units  Estimated Accuracy
 ET0129;SPC AZ C     -   393,380.      190,870.      MT  (+/- 180 meters Scaled)
 ET0129
 ET0129                          SUPERSEDED SURVEY CONTROL
 ET0129
 ET0129  NGVD 29 (??/??/92) 1496.682  (m)         4910.36   (f) ADJ UNCH    2 0
 ET0129
 ET0129.Superseded values are not recommended for survey control.
 ET0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0129.See file dsdata.txt to determine how the superseded data were derived.
 ET0129
 ET0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD934234(NAD 83)
 ET0129_MARKER: DB = BENCH MARK DISK
 ET0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0129_STAMPING: P 111
 ET0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0129+STABILITY: SURFACE MOTION
 ET0129
 ET0129  HISTORY     - Date     Condition        Report By
 ET0129  HISTORY     - UNK      MONUMENTED       CGS
 ET0129  HISTORY     - 1973     GOOD             USGS
 ET0129  HISTORY     - 20080711 MARK NOT FOUND   GEOCAC
 ET0129
 ET0129                          STATION DESCRIPTION
 ET0129
 ET0129'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0129'5.3 MI E FROM DEWEY.
 ET0129'ABOUT 4.9 MILES ALONG THE CHERRY ROAD FROM THE JUNCTION OF STATE
 ET0129'HIGHWAY 169 AND STATE HIGHWAY 69 AT DEWEY, ABOUT 95 FT NORTHEAST OF
 ET0129'THE JUNCTION OF THE ROAD TO DUGAS (THIS IS JUST EAST OF THE END OF THE
 ET0129'PAVED HIGHWAY.)  ABOUT 45 FT. NORTH OF THE CENTERLINE OF THE DUGAS
 ET0129'ROAD AND ABOUT 40 FT. SOUTHEAST OF THE CHERRY ROAD.  SET IN THE TOP OF
 ET0129'A CONCRETE POST.
 ET0129
 ET0129                          STATION RECOVERY (2008)
 ET0129
 ET0129'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0129'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A CONCRETE
 ET0129'SLAB, WORKED SOIL, AND VEGETATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0734 ***********************************************************************
 CZ0734  DESIGNATION -  P 112
 CZ0734  PID         -  CZ0734
 CZ0734  STATE/COUNTY-  AZ/PIMA
 CZ0734  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0734
 CZ0734                         *CURRENT SURVEY CONTROL
 CZ0734  ___________________________________________________________________
 CZ0734* NAD 83(1986)-  32 12 08.     (N)    111 07 21.     (W)     SCALED    
 CZ0734* NAVD 88     -       793.77   (+/-2cm)    2604.2    (feet)  VERTCON   
 CZ0734  ___________________________________________________________________
 CZ0734  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0734
 CZ0734.The horizontal coordinates were scaled from a topographic map and have
 CZ0734.an estimated accuracy of +/- 6 seconds.
 CZ0734
 CZ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0734.The vertical order pertains to the NGVD 29 superseded value.
 CZ0734
 CZ0734.The geoid height was determined by GEOID03.
 CZ0734
 CZ0734;                    North         East    Units  Estimated Accuracy
 CZ0734;SPC AZ C     -   133,570.      288,230.      MT  (+/- 180 meters Scaled)
 CZ0734
 CZ0734                          SUPERSEDED SURVEY CONTROL
 CZ0734
 CZ0734  NGVD 29 (??/??/92)  793.082  (m)         2601.97   (f) ADJ UNCH    2 0
 CZ0734
 CZ0734.Superseded values are not recommended for survey control.
 CZ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0734.See file dsdata.txt to determine how the superseded data were derived.
 CZ0734
 CZ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA884628(NAD 83)
 CZ0734_MARKER: DB = BENCH MARK DISK
 CZ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0734_STAMPING: P 112 1935
 CZ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0734+STABILITY: SURFACE MOTION
 CZ0734
 CZ0734  HISTORY     - Date     Condition        Report By
 CZ0734  HISTORY     - 1935     MONUMENTED       CGS
 CZ0734  HISTORY     - 1951     GOOD             NGS
 CZ0734  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0734  HISTORY     - 20010906 GOOD             INDIV
 CZ0734
 CZ0734                          STATION DESCRIPTION
 CZ0734
 CZ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0734'10.1 MI SW FROM TUCSON.
 CZ0734'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0734'HIGHWAY 86, THENCE 3.9 MILES NORTHWEST ALONG KINNEY ROAD, AT A
 CZ0734'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO THE IRONWOOD PICNIC
 CZ0734'AREA, 107.2 FEET EAST OF THE EAST CORNER OF A STONE AND A CONCRETE
 CZ0734'MONUMENT IN THE TRIANGLE OF THE ROAD JUNCTION TO THE IRONWOOD PICNIC
 CZ0734'AREA, 25 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 2.1
 CZ0734'FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 CZ0734'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 CZ0734
 CZ0734                          STATION RECOVERY (1995)
 CZ0734
 CZ0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0734'MARK NOT FOUND.
 CZ0734
 CZ0734                          STATION RECOVERY (2001)
 CZ0734
 CZ0734'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0734'I RECOVERED THE MARKER ABOUT 15 FEET SE OF A NEW SIGN READING
 CZ0734''IRONWOOD PICNIC GROUND' ON NE SIDE OF ROAD, OPPOSITE THE JUNCTION.
 CZ0734'THE DESCRIPTION OF THE IRONWOOD PICNIC JUNCTION IS OUT OF DATE DUE TO
 CZ0734'IMPROVEMENTS.  THERE IS NO LONGER A TRIANGLE ENTRYWAY INTO THE
 CZ0734'GROUNDS.  I TOOK PHOTOS OF THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0427 ***********************************************************************
 CG0427  DESIGNATION -  P 113
 CG0427  PID         -  CG0427
 CG0427  STATE/COUNTY-  AZ/PIMA
 CG0427  USGS QUAD   -  FRESNO WASH (1982)
 CG0427
 CG0427                         *CURRENT SURVEY CONTROL
 CG0427  ___________________________________________________________________
 CG0427* NAD 83(1986)-  31 45 52.     (N)    111 28 18.     (W)     SCALED    
 CG0427* NAVD 88     -      1036.36   (+/-2cm)    3400.1    (feet)  VERTCON   
 CG0427  ___________________________________________________________________
 CG0427  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0427
 CG0427.The horizontal coordinates were scaled from a topographic map and have
 CG0427.an estimated accuracy of +/- 6 seconds.
 CG0427
 CG0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0427.The vertical order pertains to the NGVD 29 superseded value.
 CG0427
 CG0427.The geoid height was determined by GEOID03.
 CG0427
 CG0427;                    North         East    Units  Estimated Accuracy
 CG0427;SPC AZ C     -    84,840.      255,510.      MT  (+/- 180 meters Scaled)
 CG0427
 CG0427                          SUPERSEDED SURVEY CONTROL
 CG0427
 CG0427  NGVD 29 (??/??/92) 1035.586  (m)         3397.59   (f) ADJ UNCH    2 0
 CG0427
 CG0427.Superseded values are not recommended for survey control.
 CG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0427.See file dsdata.txt to determine how the superseded data were derived.
 CG0427
 CG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA553144(NAD 83)
 CG0427_MARKER: DB = BENCH MARK DISK
 CG0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0427_STAMPING: P 113 1935
 CG0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0427+STABILITY: SURFACE MOTION
 CG0427
 CG0427  HISTORY     - Date     Condition        Report By
 CG0427  HISTORY     - 1935     MONUMENTED       CGS
 CG0427  HISTORY     - 1951     GOOD             NGS
 CG0427  HISTORY     - 1977     GOOD             USGS
 CG0427
 CG0427                          STATION DESCRIPTION
 CG0427
 CG0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0427'20.45 MI N FROM SASABE.
 CG0427'20.45 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0427'HOUSE AT SASABE, 25.3 MILES SOUTH ALONG A GRAVEL ROAD FROM THE Y
 CG0427'JUNCTION AND STATION A 113 AT THREE POINTS, 0.05 MILE NORTHEAST OF A T
 CG0427'JUNCTION OF THE MAIN ROAD AND A ROAD LEADING WEST TO THE EL RANCH MIO,
 CG0427'AND ABOUT 150 FEET SOUTHEAST OF A POWER LINE POLE, 36 1/2 FEET
 CG0427'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF THE
 CG0427'WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 CG0427'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0427
 CG0427                          STATION RECOVERY (1977)
 CG0427
 CG0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0427'ALONG THE THREE POINTS-SASABE RD. SHOULD READ ALONG STATE HWY.286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0288 ***********************************************************************
 ER0288  DESIGNATION -  P 114
 ER0288  PID         -  ER0288
 ER0288  STATE/COUNTY-  AZ/APACHE
 ER0288  USGS QUAD   -  GREENS PEAK (1969)
 ER0288
 ER0288                         *CURRENT SURVEY CONTROL
 ER0288  ___________________________________________________________________
 ER0288* NAD 83(1986)-  34 02 25.     (N)    109 31 17.     (W)     SCALED    
 ER0288* NAVD 88     -      2807.776  (meters)    9211.85   (feet)  ADJUSTED  
 ER0288  ___________________________________________________________________
 ER0288  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 ER0288  DYNAMIC HT  -        2803.112 (meters)    9196.54  (feet)  COMP
 ER0288  MODELED GRAV-     978,871.8   (mgal)                       NAVD 88
 ER0288
 ER0288  VERT ORDER  -  SECOND    CLASS 0
 ER0288
 ER0288.The horizontal coordinates were scaled from a topographic map and have
 ER0288.an estimated accuracy of +/- 6 seconds.
 ER0288
 ER0288.The orthometric height was determined by differential leveling
 ER0288.and adjusted in June 1991.
 ER0288
 ER0288.The geoid height was determined by GEOID03.
 ER0288
 ER0288.The dynamic height is computed by dividing the NAVD 88
 ER0288.geopotential number by the normal gravity value computed on the
 ER0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0288.degrees latitude (g = 980.6199 gals.).
 ER0288
 ER0288.The modeled gravity was interpolated from observed gravity values.
 ER0288
 ER0288;                    North         East    Units  Estimated Accuracy
 ER0288;SPC AZ E     -   337,310.      272,940.      MT  (+/- 180 meters Scaled)
 ER0288
 ER0288                          SUPERSEDED SURVEY CONTROL
 ER0288
 ER0288  NGVD 29 (??/??/92) 2806.561  (m)         9207.86   (f) ADJ UNCH    2 0
 ER0288
 ER0288.Superseded values are not recommended for survey control.
 ER0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0288.See file dsdata.txt to determine how the superseded data were derived.
 ER0288
 ER0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC364676(NAD 83)
 ER0288_MARKER: DB = BENCH MARK DISK
 ER0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0288_STAMPING: P-114 1935
 ER0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0288+STABILITY: SURFACE MOTION
 ER0288
 ER0288  HISTORY     - Date     Condition        Report By
 ER0288  HISTORY     - 1935     MONUMENTED       CGS
 ER0288
 ER0288                          STATION DESCRIPTION
 ER0288
 ER0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0288'15.7 MI SW FROM SPRINGERVILLE.
 ER0288'15.7 MI SW ON STATE HWY NO. 73, THENCE 1.0 MI S ALONG ROAD TO VOIGT
 ER0288'AND RESERVATION RANCHES.  ON THE ROAD TO VOIGT RANCH, 1.0 MI S OF THE
 ER0288'JUNCTION OF THE FOREST SERVICE ROAD WITH STATE HWY NO. 73, 33 FEET
 ER0288'EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0290 ***********************************************************************
 CG0290  DESIGNATION -  P 114
 CG0290  PID         -  CG0290
 CG0290  STATE/COUNTY-  AZ/PIMA
 CG0290  USGS QUAD   -  GREEN VALLEY (1981)
 CG0290
 CG0290                         *CURRENT SURVEY CONTROL
 CG0290  ___________________________________________________________________
 CG0290* NAD 83(1986)-  31 50 26.     (N)    110 59 49.     (W)     SCALED    
 CG0290* NAVD 88     -       884.38   (+/-2cm)    2901.5    (feet)  VERTCON   
 CG0290  ___________________________________________________________________
 CG0290  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0290
 CG0290.The horizontal coordinates were scaled from a topographic map and have
 CG0290.an estimated accuracy of +/- 6 seconds.
 CG0290
 CG0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0290.The vertical order pertains to the NGVD 29 superseded value.
 CG0290
 CG0290.The geoid height was determined by GEOID03.
 CG0290
 CG0290;                    North         East    Units  Estimated Accuracy
 CG0290;SPC AZ C     -    93,560.      300,410.      MT  (+/- 180 meters Scaled)
 CG0290
 CG0290                          SUPERSEDED SURVEY CONTROL
 CG0290
 CG0290  NGVD 29 (??/??/92)  883.630  (m)         2899.04   (f) ADJ UNCH    2 0
 CG0290
 CG0290.Superseded values are not recommended for survey control.
 CG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0290.See file dsdata.txt to determine how the superseded data were derived.
 CG0290
 CG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA002227(NAD 83)
 CG0290_MARKER: DB = BENCH MARK DISK
 CG0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0290_SP_SET: CULVERT
 CG0290_STAMPING: P 114 1935
 CG0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0290
 CG0290  HISTORY     - Date     Condition        Report By
 CG0290  HISTORY     - 1935     MONUMENTED       CGS
 CG0290  HISTORY     - 1954     GOOD             NGS
 CG0290  HISTORY     - 1959     GOOD             NGS
 CG0290  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0290
 CG0290                          STATION DESCRIPTION
 CG0290
 CG0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CG0290'1.8 MI SW FROM CONTINENTAL.
 CG0290'1.0 MILE WEST ALONG FORMER U. S. HIGHWAY 89 FROM THE STORE AND SERVICE
 CG0290'STATION AT CONTINENTAL, THENCE 0.8 MILE SOUTHWEST ALONG U. S. HIGHWAY
 CG0290'89, 87 1/2 FEET EAST OF THE CENTER OF THE T JUNCTION OF A GRAVELED
 CG0290'ROAD LEADING WEST TO TWIN BUTTES, 79.5 FEET SOUTHEAST OF THE CENTER
 CG0290'LINE OF THE HIGHWAY, AT A CULVERT UNDER FORMER U. S. HIGHWAY 89, IN
 CG0290'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL, 19
 CG0290'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE FORMER HIGHWAY, ABOUT 5
 CG0290'1/2 FEET LOWER THAN THE HIGHWAY, AND ABOUT 1/2 FEET LOWER THAN THE
 CG0290'FORMER HIGHWAY.
 CG0290
 CG0290                          STATION RECOVERY (1959)
 CG0290
 CG0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0290'RECOVERED IN GOOD CONDITION.
 CG0290
 CG0290                          STATION RECOVERY (1979)
 CG0290
 CG0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0450 ***********************************************************************
 CG0450  DESIGNATION -  P 115
 CG0450  PID         -  CG0450
 CG0450  STATE/COUNTY-  AZ/PIMA
 CG0450  USGS QUAD   -  PENITAS HILLS (1979)
 CG0450
 CG0450                         *CURRENT SURVEY CONTROL
 CG0450  ___________________________________________________________________
 CG0450* NAD 83(1986)-  31 52 20.     (N)    111 18 06.     (W)     SCALED    
 CG0450* NAVD 88     -      1116.27   (+/-2cm)    3662.3    (feet)  VERTCON   
 CG0450  ___________________________________________________________________
 CG0450  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CG0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0450
 CG0450.The horizontal coordinates were scaled from a topographic map and have
 CG0450.an estimated accuracy of +/- 6 seconds.
 CG0450
 CG0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0450.The vertical order pertains to the NGVD 29 superseded value.
 CG0450
 CG0450.The geoid height was determined by GEOID03.
 CG0450
 CG0450;                    North         East    Units  Estimated Accuracy
 CG0450;SPC AZ C     -    96,870.      271,550.      MT  (+/- 180 meters Scaled)
 CG0450
 CG0450                          SUPERSEDED SURVEY CONTROL
 CG0450
 CG0450  NGVD 29 (??/??/92) 1115.495  (m)         3659.75   (f) ADJ UNCH    2 0
 CG0450
 CG0450.Superseded values are not recommended for survey control.
 CG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0450.See file dsdata.txt to determine how the superseded data were derived.
 CG0450
 CG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA714263(NAD 83)
 CG0450_MARKER: DB = BENCH MARK DISK
 CG0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0450_STAMPING: P 115 1935
 CG0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0450+STABILITY: SURFACE MOTION
 CG0450
 CG0450  HISTORY     - Date     Condition        Report By
 CG0450  HISTORY     - 1935     MONUMENTED       CGS
 CG0450  HISTORY     - 1940     GOOD             NGS
 CG0450  HISTORY     - 1975     GOOD             USGS
 CG0450
 CG0450                          STATION DESCRIPTION
 CG0450
 CG0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CG0450'22.4 MI SW FROM SAN XAVIER.
 CG0450'22.4 MILES SOUTHWEST OF SAN XAVIER, PIMA COUNTY.  THIS BENCH MARK MAY
 CG0450'BE REACHED BY GOING 0.7 MILE NORTH ALONG THE TUCSON ROAD, THENCE 11.7
 CG0450'MILES SOUTHWEST ALONG THE SOTO RANCH ROAD, AND THENCE 10.0 MILES SOUTH
 CG0450'ALONG THE YELLOW BIRD MINE-GONZALES RANCH ROAD.  IT IS ON THE GONZALES
 CG0450'RANCH-SAN JUAN RANCH ROAD, 0.5 MILE SOUTHWEST OF THE ABANDONED
 CG0450'GONZALES RANCH, 0.2 MILE NORTHEAST OF A GATE ACROSS THE ROAD, IN THE
 CG0450'SOUTHEAST CORNER OF SECTION 10, R.10 E., T.18 S., AND 20 FEET
 CG0450'NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED P
 CG0450'115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0450
 CG0450                          STATION RECOVERY (1975)
 CG0450
 CG0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0450'ARIVACA JUNCTION, 5.5 MI W. OF ALONG ARIVACA RD., THENCE 6.6 MI NW.
 CG0450'ALONG BATAMOTE RD. TO BATAMOTE RANCH, THENCE 9.8 MI NW. ALONG SAN
 CG0450'JUAN RANCH RD. TO Y-RD. AT MORRO TANK, THENCE 1.5 MI ALONG RIGHT FORK
 CG0450'TO Y-RD., THENCE 0.5 MI NE. (RIGHT) TO SMALL BEND IN RD. 7 FT NW. OF
 CG0450'CENTERLINE OF RD. SET IN TOP OF CONCRETE POST. STANDARD DISK STAMPED
 CG0450'P 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0513 ***********************************************************************
 FS0513  DESIGNATION -  P 116
 FS0513  PID         -  FS0513
 FS0513  STATE/COUNTY-  AZ/MOHAVE
 FS0513  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0513
 FS0513                         *CURRENT SURVEY CONTROL
 FS0513  ___________________________________________________________________
 FS0513* NAD 83(1986)-  35 27 11.     (N)    114 18 02.     (W)     SCALED    
 FS0513* NAVD 88     -      1007.242  (meters)    3304.59   (feet)  ADJUSTED  
 FS0513  ___________________________________________________________________
 FS0513  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0513  DYNAMIC HT  -        1006.070 (meters)    3300.75  (feet)  COMP
 FS0513  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 FS0513
 FS0513  VERT ORDER  -  FIRST     CLASS II
 FS0513
 FS0513.The horizontal coordinates were scaled from a topographic map and have
 FS0513.an estimated accuracy of +/- 6 seconds.
 FS0513
 FS0513.The orthometric height was determined by differential leveling
 FS0513.and adjusted in June 1991.
 FS0513
 FS0513.The geoid height was determined by GEOID03.
 FS0513
 FS0513.The dynamic height is computed by dividing the NAVD 88
 FS0513.geopotential number by the normal gravity value computed on the
 FS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0513.degrees latitude (g = 980.6199 gals.).
 FS0513
 FS0513.The modeled gravity was interpolated from observed gravity values.
 FS0513
 FS0513;                    North         East    Units  Estimated Accuracy
 FS0513;SPC AZ W     -   493,990.      163,380.      MT  (+/- 180 meters Scaled)
 FS0513
 FS0513                          SUPERSEDED SURVEY CONTROL
 FS0513
 FS0513  NGVD 29 (??/??/92) 1006.430  (m)         3301.93   (f) ADJ UNCH    1 2
 FS0513
 FS0513.Superseded values are not recommended for survey control.
 FS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0513.See file dsdata.txt to determine how the superseded data were derived.
 FS0513
 FS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV449266(NAD 83)
 FS0513_MARKER: DB = BENCH MARK DISK
 FS0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0513_STAMPING: P 116 1935
 FS0513_MARK LOGO: CGS   
 FS0513_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0513+STABILITY: SURFACE MOTION
 FS0513
 FS0513  HISTORY     - Date     Condition        Report By
 FS0513  HISTORY     - 1935     MONUMENTED       CGS
 FS0513  HISTORY     - 1940     GOOD             NGS
 FS0513  HISTORY     - 1982     GOOD             NGS
 FS0513
 FS0513                          STATION DESCRIPTION
 FS0513
 FS0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0513'7.7 MI NW FROM CHLORIDE.
 FS0513'7.7 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 3.0 MILES
 FS0513'SOUTHEAST OF INTERSECTION OF THE OLD ROAD WITH U.S. HIGHWAY 93,
 FS0513'216 FEET EAST OF POWERLINE POLE 480, 160 FEET SOUTHEAST OF
 FS0513'CENTERLINE OF U.S. HIGHWAY 93, 45 FEET SOUTHWEST OF CENTERLINE
 FS0513'OF THE OLD ROAD, 3.0 FEET WEST OF A WHITE WOODEN WITNESS POST.
 FS0513'A STANDARD DISK, STAMPED P 116 1935 AND SET IN THE TOP OF A
 FS0513'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0513
 FS0513                          STATION RECOVERY (1982)
 FS0513
 FS0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0513'7.1 KM (4.4 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0513'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, 0.3 KM (0.2 MI) SOUTHEAST OF
 FS0513'MILEPOST 48, 0.1 KM (0.05 MI) SOUTH OF A BOX CULVERT, 84.7 METERS (160
 FS0513'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45 FT)
 FS0513'NORTHEAST OF THE CENTERLINE OF THE OLD ROAD, 21.3 METERS (70 FT)
 FS0513'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 FS0513'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FS0513'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0526 ***********************************************************************
 CG0526  DESIGNATION -  P 117
 CG0526  PID         -  CG0526
 CG0526  STATE/COUNTY-  AZ/PIMA
 CG0526  USGS QUAD   -  ARIVACA (1979)
 CG0526
 CG0526                         *CURRENT SURVEY CONTROL
 CG0526  ___________________________________________________________________
 CG0526* NAD 83(1986)-  31 32 11.     (N)    111 17 56.     (W)     SCALED    
 CG0526* NAVD 88     -      1179.62   (+/-2cm)    3870.1    (feet)  VERTCON   
 CG0526  ___________________________________________________________________
 CG0526  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CG0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0526
 CG0526.The horizontal coordinates were scaled from a topographic map and have
 CG0526.an estimated accuracy of +/- 6 seconds.
 CG0526
 CG0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0526.The vertical order pertains to the NGVD 29 superseded value.
 CG0526
 CG0526.The geoid height was determined by GEOID03.
 CG0526
 CG0526;                    North         East    Units  Estimated Accuracy
 CG0526;SPC AZ C     -    59,630.      272,020.      MT  (+/- 180 meters Scaled)
 CG0526
 CG0526                          SUPERSEDED SURVEY CONTROL
 CG0526
 CG0526  NGVD 29 (??/??/92) 1178.783  (m)         3867.39   (f) ADJ UNCH    2 0
 CG0526
 CG0526.Superseded values are not recommended for survey control.
 CG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0526.See file dsdata.txt to determine how the superseded data were derived.
 CG0526
 CG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV716890(NAD 83)
 CG0526_MARKER: DB = BENCH MARK DISK
 CG0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0526_STAMPING: P 117 1935
 CG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0526+STABILITY: SURFACE MOTION
 CG0526
 CG0526  HISTORY     - Date     Condition        Report By
 CG0526  HISTORY     - 1935     MONUMENTED       CGS
 CG0526  HISTORY     - 20010331 GOOD             NGS
 CG0526
 CG0526                          STATION DESCRIPTION
 CG0526
 CG0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0526'4.0 MI SE FROM ARIVACA.
 CG0526'4.0 MILES SOUTHEAST ALONG THE RUBY ROAD FROM THE PUBLIC SCHOOL AT
 CG0526'ARIVACA, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, IN LINE WITH A
 CG0526'CATTLE GUARD, AND 2 FEET NORTH OF THE FENCE LINE.  A STANDARD DISK,
 CG0526'STAMPED P 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0526
 CG0526                          STATION RECOVERY (2001)
 CG0526
 CG0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0526'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0808 ***********************************************************************
 CG0808  DESIGNATION -  P 118
 CG0808  PID         -  CG0808
 CG0808  STATE/COUNTY-  AZ/PIMA
 CG0808  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0808
 CG0808                         *CURRENT SURVEY CONTROL
 CG0808  ___________________________________________________________________
 CG0808* NAD 83(1986)-  31 34 26.     (N)    111 32 14.     (W)     SCALED    
 CG0808* NAVD 88     -      1086.55   (+/-2cm)    3564.8    (feet)  VERTCON   
 CG0808  ___________________________________________________________________
 CG0808  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CG0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0808
 CG0808.The horizontal coordinates were scaled from a topographic map and have
 CG0808.an estimated accuracy of +/- 6 seconds.
 CG0808
 CG0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0808.The vertical order pertains to the NGVD 29 superseded value.
 CG0808
 CG0808.The geoid height was determined by GEOID03.
 CG0808
 CG0808;                    North         East    Units  Estimated Accuracy
 CG0808;SPC AZ C     -    63,690.      249,380.      MT  (+/- 180 meters Scaled)
 CG0808
 CG0808                          SUPERSEDED SURVEY CONTROL
 CG0808
 CG0808  NGVD 29 (??/??/92) 1085.759  (m)         3562.19   (f) ADJ UNCH    2 0
 CG0808
 CG0808.Superseded values are not recommended for survey control.
 CG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0808.See file dsdata.txt to determine how the superseded data were derived.
 CG0808
 CG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV490933(NAD 83)
 CG0808_MARKER: DB = BENCH MARK DISK
 CG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0808_STAMPING: P 118 1935
 CG0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0808+STABILITY: SURFACE MOTION
 CG0808
 CG0808  HISTORY     - Date     Condition        Report By
 CG0808  HISTORY     - 1935     MONUMENTED       CGS
 CG0808  HISTORY     - 1951     GOOD             NGS
 CG0808  HISTORY     - 1975     GOOD             USGS
 CG0808
 CG0808                          STATION DESCRIPTION
 CG0808
 CG0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0808'6.05 MI N FROM SASABE.
 CG0808'6.05 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0808'HOUSE AT SASABE, AT A T JUNCTION OF THE MAIN ROAD AND A ROAD LEADING
 CG0808'EAST TO GILL AND SONS RANCH, 116 FEET SOUTHEAST OF THE CENTER OF THE T
 CG0808'JUNCTION, 106 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD LEADING
 CG0808'SOUTH TO SASABE, 67 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 CG0808'LEADING EAST TO THE RANCH, 1.5 FEET NORTH OF THE WITNESS POST, AND
 CG0808'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0808'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 CG0808
 CG0808                          STATION RECOVERY (1975)
 CG0808
 CG0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0808'SASABE, 6.1 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO T-RD.
 CG0808'E. LEADING TO BUENOS AIRES RANCH. 105 FT E. OF CENTERLINE OF HWY., 70
 CG0808'FT S. OF CENTERLINE OF RD. TO BUENOS AIRES RANCH. SET IN TOP OF
 CG0808'CONCRETE POST 1.2 FT HIGHER THAN RD. FORK. STANDARD DISK STAMPED P
 CG0808'118 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0396 ***********************************************************************
 FS0396  DESIGNATION -  P 119
 FS0396  PID         -  FS0396
 FS0396  STATE/COUNTY-  AZ/MOHAVE
 FS0396  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0396
 FS0396                         *CURRENT SURVEY CONTROL
 FS0396  ___________________________________________________________________
 FS0396* NAD 83(1986)-  35 54 13.     (N)    114 29 44.     (W)     SCALED    
 FS0396* NAVD 88     -       576.373  (meters)    1890.98   (feet)  POSTED    
 FS0396  ___________________________________________________________________
 FS0396  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0396  DYNAMIC HT  -         575.780 (meters)    1889.04  (feet)  COMP
 FS0396  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 FS0396
 FS0396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0396
 FS0396.The horizontal coordinates were scaled from a topographic map and have
 FS0396.an estimated accuracy of +/- 6 seconds.
 FS0396
 FS0396.The orthometric height was determined by differential leveling
 FS0396.and adjusted by the  in 1992.
 FS0396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0396.rate of 0.0 thru 1.0 mm/km.
 FS0396
 FS0396.The geoid height was determined by GEOID03.
 FS0396
 FS0396.The dynamic height is computed by dividing the NAVD 88
 FS0396.geopotential number by the normal gravity value computed on the
 FS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0396.degrees latitude (g = 980.6199 gals.).
 FS0396
 FS0396.The modeled gravity was interpolated from observed gravity values.
 FS0396
 FS0396;                    North         East    Units  Estimated Accuracy
 FS0396;SPC AZ W     -   544,090.      146,060.      MT  (+/- 180 meters Scaled)
 FS0396
 FS0396                          SUPERSEDED SURVEY CONTROL
 FS0396
 FS0396  NGVD 29 (??/??/92)  575.646  (m)         1888.60   (f) ADJ UNCH    1 1
 FS0396
 FS0396.Superseded values are not recommended for survey control.
 FS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0396.See file dsdata.txt to determine how the superseded data were derived.
 FS0396
 FS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV260761(NAD 83)
 FS0396_MARKER: DB = BENCH MARK DISK
 FS0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0396_STAMPING: P 119 1935
 FS0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0396+STABILITY: SURFACE MOTION
 FS0396
 FS0396  HISTORY     - Date     Condition        Report By
 FS0396  HISTORY     - 1935     MONUMENTED       CGS
 FS0396  HISTORY     - 1950     GOOD             NGS
 FS0396  HISTORY     - 1963     GOOD             NGS
 FS0396
 FS0396                          STATION DESCRIPTION
 FS0396
 FS0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0396'12.6 MI S FROM MOUTH OF DETRITAL WASH.
 FS0396'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0396'MEAD, THENCE 5.7 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.3
 FS0396'MILE NORTH OF THE JUNCTION OF A DIM TRACK ROAD LEADING NORTHWEST,
 FS0396'AT THE TOP OF TWO STEEP GRADES, ON THE APPROXIMATE CENTER OF THE
 FS0396'TOP OF A PROMINENT SHARP RIDGE, 32 1/2 FEET EAST OF THE CENTER
 FS0396'LINE OF THE ROAD, 3.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 FS0396'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0396'0.9 FOOT ABOVE THE GROUND.
 FS0396
 FS0396                          STATION RECOVERY (1963)
 FS0396
 FS0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0428 ***********************************************************************
 GR0428  DESIGNATION -  P 120
 GR0428  PID         -  GR0428
 GR0428  STATE/COUNTY-  AZ/MOHAVE
 GR0428  USGS QUAD   -  BONELLI BAY (1983)
 GR0428
 GR0428                         *CURRENT SURVEY CONTROL
 GR0428  ___________________________________________________________________
 GR0428* NAD 83(1986)-  36 01 16.     (N)    114 28 12.     (W)     SCALED    
 GR0428* NAVD 88     -       405.241  (meters)    1329.53   (feet)  POSTED    
 GR0428  ___________________________________________________________________
 GR0428  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR0428  DYNAMIC HT  -         404.840 (meters)    1328.21  (feet)  COMP
 GR0428  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 GR0428
 GR0428  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0428
 GR0428.The horizontal coordinates were scaled from a topographic map and have
 GR0428.an estimated accuracy of +/- 6 seconds.
 GR0428
 GR0428.The orthometric height was determined by differential leveling
 GR0428.and adjusted by the  in 1992.
 GR0428.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0428.rate of 0.0 thru 1.0 mm/km.
 GR0428
 GR0428.The geoid height was determined by GEOID03.
 GR0428
 GR0428.The dynamic height is computed by dividing the NAVD 88
 GR0428.geopotential number by the normal gravity value computed on the
 GR0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0428.degrees latitude (g = 980.6199 gals.).
 GR0428
 GR0428.The modeled gravity was interpolated from observed gravity values.
 GR0428
 GR0428;                    North         East    Units  Estimated Accuracy
 GR0428;SPC AZ W     -   557,110.      148,460.      MT  (+/- 180 meters Scaled)
 GR0428
 GR0428                          SUPERSEDED SURVEY CONTROL
 GR0428
 GR0428  NGVD 29 (??/??/92)  404.520  (m)         1327.16   (f) ADJ UNCH    1 1
 GR0428
 GR0428.Superseded values are not recommended for survey control.
 GR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0428.See file dsdata.txt to determine how the superseded data were derived.
 GR0428
 GR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV279892(NAD 83)
 GR0428_MARKER: DB = BENCH MARK DISK
 GR0428_SETTING: 80 = SET IN A BOULDER
 GR0428_SP_SET: BOULDER
 GR0428_STAMPING: P 120 1935
 GR0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0428+STABILITY: SURFACE MOTION
 GR0428
 GR0428  HISTORY     - Date     Condition        Report By
 GR0428  HISTORY     - 1935     MONUMENTED       CGS
 GR0428  HISTORY     - 1950     GOOD             NGS
 GR0428  HISTORY     - 1963     GOOD             NGS
 GR0428
 GR0428                          STATION DESCRIPTION
 GR0428
 GR0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0428'2.6 MI S FROM MOUTH OF DETRITAL WASH.
 GR0428'2.6 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0428'ABOUT 130 YARDS WEST OF THE WEST EDGE OF THE WASH, 54 FEET NORTH OF
 GR0428'THE NORTH EDGE OF A WASH LEADING EAST, 3.8 FEET SOUTHEAST OF A WITNESS
 GR0428'POST, AND IN THE TOP OF A BOULDER PROJECTING 0.5 FOOT ABOVE THE
 GR0428'GROUND.
 GR0428
 GR0428                          STATION RECOVERY (1963)
 GR0428
 GR0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0296 ***********************************************************************
 FS0296  DESIGNATION -  P 121
 FS0296  PID         -  FS0296
 FS0296  STATE/COUNTY-  AZ/MOHAVE
 FS0296  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0296
 FS0296                         *CURRENT SURVEY CONTROL
 FS0296  ___________________________________________________________________
 FS0296* NAD 83(1986)-  35 40 04.     (N)    114 27 21.     (W)     SCALED    
 FS0296* NAVD 88     -       765.817  (meters)    2512.52   (feet)  ADJUSTED  
 FS0296  ___________________________________________________________________
 FS0296  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS0296  DYNAMIC HT  -         764.980 (meters)    2509.77  (feet)  COMP
 FS0296  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 FS0296
 FS0296  VERT ORDER  -  FIRST     CLASS I
 FS0296
 FS0296.The horizontal coordinates were scaled from a topographic map and have
 FS0296.an estimated accuracy of +/- 6 seconds.
 FS0296
 FS0296.The orthometric height was determined by differential leveling
 FS0296.and adjusted in June 1991.
 FS0296
 FS0296.The geoid height was determined by GEOID03.
 FS0296
 FS0296.The dynamic height is computed by dividing the NAVD 88
 FS0296.geopotential number by the normal gravity value computed on the
 FS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0296.degrees latitude (g = 980.6199 gals.).
 FS0296
 FS0296.The modeled gravity was interpolated from observed gravity values.
 FS0296
 FS0296;                    North         East    Units  Estimated Accuracy
 FS0296;SPC AZ W     -   517,900.      149,460.      MT  (+/- 180 meters Scaled)
 FS0296
 FS0296                          SUPERSEDED SURVEY CONTROL
 FS0296
 FS0296  NGVD 29 (??/??/92)  765.108  (m)         2510.19   (f) ADJ UNCH    1 1
 FS0296
 FS0296.Superseded values are not recommended for survey control.
 FS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0296.See file dsdata.txt to determine how the superseded data were derived.
 FS0296
 FS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV302500(NAD 83)
 FS0296_MARKER: DB = BENCH MARK DISK
 FS0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0296_STAMPING: P 121 1935
 FS0296_MARK LOGO: CGS   
 FS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0296+STABILITY: SURFACE MOTION
 FS0296
 FS0296  HISTORY     - Date     Condition        Report By
 FS0296  HISTORY     - 1935     MONUMENTED       CGS
 FS0296  HISTORY     - 1949     GOOD             NGS
 FS0296  HISTORY     - 1982     GOOD             NGS
 FS0296  HISTORY     - 19870220 GOOD             USPSQD
 FS0296
 FS0296                          STATION DESCRIPTION
 FS0296
 FS0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0296'22.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0296'21.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 TO MILEPOST 31 FROM
 FS0296'THE JUNCTION OF STATE HIGHWAY 62, THENCE 0.2 MILE NORTHEAST
 FS0296'ACROSS COUNTRY, ALONG A PORTION OF THE OLD HIGHWAY, 403 FEET
 FS0296'NORTHEAST OF POWER LINE POLE 279 (THIRD SINGLE POLE NORTHWEST
 FS0296'OF A POINT WHERE THE POWER LINE CROSSES THE NEW HIGHWAY, 110
 FS0296'FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 2.0 FEET
 FS0296'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY,
 FS0296'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0296'THE GROUND.
 FS0296
 FS0296                          STATION RECOVERY (1982)
 FS0296
 FS0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0296'RECOVERED IN GOOD CONDITION.
 FS0296
 FS0296                          STATION RECOVERY (1987)
 FS0296
 FS0296'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0696 ***********************************************************************
 CG0696  DESIGNATION -  P 122
 CG0696  PID         -  CG0696
 CG0696  STATE/COUNTY-  AZ/PIMA
 CG0696  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0696
 CG0696                         *CURRENT SURVEY CONTROL
 CG0696  ___________________________________________________________________
 CG0696* NAD 83(1986)-  31 35 45.     (N)    111 41 47.     (W)     SCALED    
 CG0696* NAVD 88     -       857.75   (+/-2cm)    2814.1    (feet)  VERTCON   
 CG0696  ___________________________________________________________________
 CG0696  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CG0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0696
 CG0696.The horizontal coordinates were scaled from a topographic map and have
 CG0696.an estimated accuracy of +/- 6 seconds.
 CG0696
 CG0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0696.The vertical order pertains to the NGVD 29 superseded value.
 CG0696
 CG0696.The geoid height was determined by GEOID03.
 CG0696
 CG0696;                    North         East    Units  Estimated Accuracy
 CG0696;SPC AZ C     -    66,080.      234,260.      MT  (+/- 180 meters Scaled)
 CG0696
 CG0696                          SUPERSEDED SURVEY CONTROL
 CG0696
 CG0696  NGVD 29 (??/??/92)  856.993  (m)         2811.65   (f) ADJ UNCH    2 0
 CG0696
 CG0696.Superseded values are not recommended for survey control.
 CG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0696.See file dsdata.txt to determine how the superseded data were derived.
 CG0696
 CG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV339958(NAD 83)
 CG0696_MARKER: DB = BENCH MARK DISK
 CG0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0696_STAMPING: P 122 1935
 CG0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0696+STABILITY: SURFACE MOTION
 CG0696
 CG0696  HISTORY     - Date     Condition        Report By
 CG0696  HISTORY     - 1935     MONUMENTED       CGS
 CG0696  HISTORY     - 1952     GOOD             NGS
 CG0696  HISTORY     - 1977     GOOD             USGS
 CG0696
 CG0696                          STATION DESCRIPTION
 CG0696
 CG0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0696'7.15 MI SE FROM SAN MIGUEL.
 CG0696'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0696'MIGUEL, THENCE 2.85 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0696'AND ABOUT 300 FEET SOUTH OF THE CENTER OF THE ROAD AND WASH, 35 FEET
 CG0696'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A WITNESS
 CG0696'POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0696'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CG0696
 CG0696                          STATION RECOVERY (1977)
 CG0696
 CG0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0696'CHANGE ALONG BABOQUIVARI FOOT HILL RD. TO READ ALONG DIRT RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0151 ***********************************************************************
 DU0151  DESIGNATION -  P 123
 DU0151  PID         -  DU0151
 DU0151  STATE/COUNTY-  AZ/GRAHAM
 DU0151  USGS QUAD   -  BRONCO GULCH (1966)
 DU0151
 DU0151                         *CURRENT SURVEY CONTROL
 DU0151  ___________________________________________________________________
 DU0151* NAD 83(1986)-  33 24 34.     (N)    110 11 46.     (W)     SCALED    
 DU0151* NAVD 88     -      1413.054  (meters)    4635.99   (feet)  ADJUSTED  
 DU0151  ___________________________________________________________________
 DU0151  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DU0151  DYNAMIC HT  -        1411.037 (meters)    4629.38  (feet)  COMP
 DU0151  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 DU0151
 DU0151  VERT ORDER  -  SECOND    CLASS 0
 DU0151
 DU0151.The horizontal coordinates were scaled from a topographic map and have
 DU0151.an estimated accuracy of +/- 6 seconds.
 DU0151
 DU0151.The orthometric height was determined by differential leveling
 DU0151.and adjusted in June 1991.
 DU0151
 DU0151.The geoid height was determined by GEOID03.
 DU0151
 DU0151.The dynamic height is computed by dividing the NAVD 88
 DU0151.geopotential number by the normal gravity value computed on the
 DU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0151.degrees latitude (g = 980.6199 gals.).
 DU0151
 DU0151.The modeled gravity was interpolated from observed gravity values.
 DU0151
 DU0151;                    North         East    Units  Estimated Accuracy
 DU0151;SPC AZ E     -   267,160.      210,620.      MT  (+/- 180 meters Scaled)
 DU0151
 DU0151                          SUPERSEDED SURVEY CONTROL
 DU0151
 DU0151  NGVD 29 (??/??/92) 1412.373  (m)         4633.76   (f) ADJ UNCH    2 0
 DU0151
 DU0151.Superseded values are not recommended for survey control.
 DU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0151.See file dsdata.txt to determine how the superseded data were derived.
 DU0151
 DU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB747969(NAD 83)
 DU0151_MARKER: DB = BENCH MARK DISK
 DU0151_SETTING: 0 = UNSPECIFIED SETTING
 DU0151_STAMPING: P 123 1935
 DU0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0151
 DU0151  HISTORY     - Date     Condition        Report By
 DU0151  HISTORY     - 1935     MONUMENTED       CGS
 DU0151  HISTORY     - 1967     GOOD             NGS
 DU0151
 DU0151                          STATION DESCRIPTION
 DU0151
 DU0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0151'2.8 MI SE FROM WARM SPRING.
 DU0151'IN GRAHAM COUNTY, 2.8 MILES SOUTHEAST ALONG ROADS FROM WARM SPRING,
 DU0151'GILA COUNTY, 19.9 MILES EAST, 2.9 MILES NORTHWEST OF SAN CARLOS, 0.2
 DU0151'MILE SOUTH OF A CURVE AND AN ANGLING DRAINAGE DITCH IN THE EAST SIDE
 DU0151'OF THE ROAD, AND 43 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 DU0151'STANDARD DISK, STAMPED P 123 1935.
 DU0151
 DU0151                          STATION RECOVERY (1967)
 DU0151
 DU0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0495 ***********************************************************************
 FR0495  DESIGNATION -  P 124
 FR0495  PID         -  FR0495
 FR0495  STATE/COUNTY-  AZ/MOHAVE
 FR0495  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0495
 FR0495                         *CURRENT SURVEY CONTROL
 FR0495  ___________________________________________________________________
 FR0495* NAD 83(1986)-  35 18 57.     (N)    113 54 45.     (W)     SCALED    
 FR0495* NAVD 88     -       998.529  (meters)    3276.01   (feet)  ADJUSTED  
 FR0495  ___________________________________________________________________
 FR0495  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FR0495  DYNAMIC HT  -         997.342 (meters)    3272.11  (feet)  COMP
 FR0495  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 FR0495
 FR0495  VERT ORDER  -  FIRST     CLASS I
 FR0495
 FR0495.The horizontal coordinates were scaled from a topographic map and have
 FR0495.an estimated accuracy of +/- 6 seconds.
 FR0495
 FR0495.The orthometric height was determined by differential leveling
 FR0495.and adjusted in June 1991.
 FR0495
 FR0495.The geoid height was determined by GEOID03.
 FR0495
 FR0495.The dynamic height is computed by dividing the NAVD 88
 FR0495.geopotential number by the normal gravity value computed on the
 FR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0495.degrees latitude (g = 980.6199 gals.).
 FR0495
 FR0495.The modeled gravity was interpolated from observed gravity values.
 FR0495
 FR0495;                    North         East    Units  Estimated Accuracy
 FR0495;SPC AZ W     -   478,640.      198,580.      MT  (+/- 180 meters Scaled)
 FR0495
 FR0495                          SUPERSEDED SURVEY CONTROL
 FR0495
 FR0495  NGVD 29 (??/??/92)  997.729  (m)         3273.38   (f) ADJ UNCH    1 1
 FR0495
 FR0495.Superseded values are not recommended for survey control.
 FR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0495.See file dsdata.txt to determine how the superseded data were derived.
 FR0495
 FR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE352119(NAD 83)
 FR0495_MARKER: DB = BENCH MARK DISK
 FR0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0495_STAMPING: P 124 1935
 FR0495_MARK LOGO: CGS   
 FR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0495+STABILITY: SURFACE MOTION
 FR0495
 FR0495  HISTORY     - Date     Condition        Report By
 FR0495  HISTORY     - 1935     MONUMENTED       CGS
 FR0495  HISTORY     - 1947     GOOD             NGS
 FR0495  HISTORY     - 1982     GOOD             NGS
 FR0495
 FR0495                          STATION DESCRIPTION
 FR0495
 FR0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FR0495'12.5 MI NE FROM KINGMAN.
 FR0495'12.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0495'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 300 FEET NORTH OF MILEPOST
 FR0495'504, 95 FEET NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK, 3 FEET
 FR0495'SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT NORTH OF THE RIGHT OF
 FR0495'WAY FENCE.  A STANDARD DISK, STAMPED P 124 1935 AND SET IN THE TOP OF
 FR0495'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FR0495
 FR0495                          STATION RECOVERY (1982)
 FR0495
 FR0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0495'RECOVERED IN GOOD CONDITION.
 FR0495'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FR0495'THE MARK IS 3.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0678 ***********************************************************************
 FR0678  DESIGNATION -  P 125
 FR0678  PID         -  FR0678
 FR0678  STATE/COUNTY-  AZ/MOHAVE
 FR0678  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0678
 FR0678                         *CURRENT SURVEY CONTROL
 FR0678  ___________________________________________________________________
 FR0678* NAD 83(1986)-  35 39 00.     (N)    113 56 44.     (W)     SCALED    
 FR0678* NAVD 88     -       876.781  (meters)    2876.57   (feet)  POSTED    
 FR0678  ___________________________________________________________________
 FR0678  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FR0678  DYNAMIC HT  -         875.790 (meters)    2873.32  (feet)  COMP
 FR0678  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 FR0678
 FR0678  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0678
 FR0678.The horizontal coordinates were scaled from a topographic map and have
 FR0678.an estimated accuracy of +/- 6 seconds.
 FR0678
 FR0678.The orthometric height was determined by differential leveling
 FR0678.and adjusted by the  in 1992.
 FR0678.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0678.rate of 1.1 thru 2.0 mm/km.
 FR0678
 FR0678.The geoid height was determined by GEOID03.
 FR0678
 FR0678.The dynamic height is computed by dividing the NAVD 88
 FR0678.geopotential number by the normal gravity value computed on the
 FR0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0678.degrees latitude (g = 980.6199 gals.).
 FR0678
 FR0678.The modeled gravity was interpolated from observed gravity values.
 FR0678
 FR0678;                    North         East    Units  Estimated Accuracy
 FR0678;SPC AZ W     -   515,720.      195,650.      MT  (+/- 180 meters Scaled)
 FR0678
 FR0678                          SUPERSEDED SURVEY CONTROL
 FR0678
 FR0678  NGVD 29 (??/??/92)  876.031  (m)         2874.11   (f) ADJ UNCH    1 1
 FR0678
 FR0678.Superseded values are not recommended for survey control.
 FR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0678.See file dsdata.txt to determine how the superseded data were derived.
 FR0678
 FR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE333491(NAD 83)
 FR0678_MARKER: DB = BENCH MARK DISK
 FR0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0678_STAMPING: P 125 1935
 FR0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0678+STABILITY: SURFACE MOTION
 FR0678
 FR0678  HISTORY     - Date     Condition        Report By
 FR0678  HISTORY     - 1935     MONUMENTED       CGS
 FR0678  HISTORY     - 1940     GOOD             NGS
 FR0678
 FR0678                          STATION DESCRIPTION
 FR0678
 FR0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0678'23.4 MI N FROM HACKBERRY.
 FR0678'23.4 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0678'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 0.1 MILE
 FR0678'NORTH OF THE JUNCTION OF THE NEW ROAD, 10 FEET SOUTHWEST OF THE
 FR0678'CENTERLINE OF THE ROAD, AND 2.5 FEET NORTH OF A WHITE WITNESS POST. A
 FR0678'STANDARD DISK, STAMPED P 125 1935 AND SET IN THE TOP OF A CONCRETE
 FR0678'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0371 ***********************************************************************
 GR0371  DESIGNATION -  P 126
 GR0371  PID         -  GR0371
 GR0371  STATE/COUNTY-  AZ/MOHAVE
 GR0371  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0371
 GR0371                         *CURRENT SURVEY CONTROL
 GR0371  ___________________________________________________________________
 GR0371* NAD 83(1986)-  36 01 51.     (N)    114 04 16.     (W)     SCALED    
 GR0371* NAVD 88     -       891.643  (meters)    2925.33   (feet)  POSTED    
 GR0371  ___________________________________________________________________
 GR0371  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR0371  DYNAMIC HT  -         890.690 (meters)    2922.21  (feet)  COMP
 GR0371  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 GR0371
 GR0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0371
 GR0371.The horizontal coordinates were scaled from a topographic map and have
 GR0371.an estimated accuracy of +/- 6 seconds.
 GR0371
 GR0371.The orthometric height was determined by differential leveling
 GR0371.and adjusted by the  in 1992.
 GR0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0371.rate of 0.0 thru 1.0 mm/km.
 GR0371
 GR0371.The geoid height was determined by GEOID03.
 GR0371
 GR0371.The dynamic height is computed by dividing the NAVD 88
 GR0371.geopotential number by the normal gravity value computed on the
 GR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0371.degrees latitude (g = 980.6199 gals.).
 GR0371
 GR0371.The modeled gravity was interpolated from observed gravity values.
 GR0371
 GR0371;                    North         East    Units  Estimated Accuracy
 GR0371;SPC AZ W     -   558,000.      184,420.      MT  (+/- 180 meters Scaled)
 GR0371
 GR0371                          SUPERSEDED SURVEY CONTROL
 GR0371
 GR0371  NGVD 29 (??/??/92)  890.928  (m)         2922.99   (f) ADJ UNCH    1 1
 GR0371
 GR0371.Superseded values are not recommended for survey control.
 GR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0371.See file dsdata.txt to determine how the superseded data were derived.
 GR0371
 GR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV639913(NAD 83)
 GR0371_MARKER: DB = BENCH MARK DISK
 GR0371_SETTING: 80 = SET IN A BOULDER
 GR0371_SP_SET: BOULDER
 GR0371_STAMPING: P 126 1935
 GR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0371+STABILITY: SURFACE MOTION
 GR0371
 GR0371  HISTORY     - Date     Condition        Report By
 GR0371  HISTORY     - 1935     MONUMENTED       CGS
 GR0371  HISTORY     - 1950     GOOD             NGS
 GR0371
 GR0371                          STATION DESCRIPTION
 GR0371
 GR0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0371'8.9 MI S FROM PIERCES FERRY.
 GR0371'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0371'STATION AT PIERCES FERRY, THENCE 8.4 MILES SOUTH ALONG AN OLD
 GR0371'ABANDONED ROAD, ABOUT 0.5 MILE EAST OF THE PARK SERVICE ROAD, IN THE
 GR0371'TOP OF THE SOUTH ONE OF TWO GRANITE BOULDERS, ON THE WEST EDGE OF A
 GR0371'DRY WASH, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 GR0371'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0081 ***********************************************************************
 GQ0081  DESIGNATION -  P 127
 GQ0081  PID         -  GQ0081
 GQ0081  STATE/COUNTY-  AZ/MOHAVE
 GQ0081  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0081
 GQ0081                         *CURRENT SURVEY CONTROL
 GQ0081  ___________________________________________________________________
 GQ0081* NAD 83(1986)-  36 09 00.     (N)    113 57 55.     (W)     SCALED    
 GQ0081* NAVD 88     -       407.515  (meters)    1336.99   (feet)  POSTED    
 GQ0081  ___________________________________________________________________
 GQ0081  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 GQ0081  DYNAMIC HT  -         407.090 (meters)    1335.59  (feet)  COMP
 GQ0081  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 GQ0081
 GQ0081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0081
 GQ0081.The horizontal coordinates were scaled from a topographic map and have
 GQ0081.an estimated accuracy of +/- 6 seconds.
 GQ0081
 GQ0081.The orthometric height was determined by differential leveling
 GQ0081.and adjusted by the  in 1992.
 GQ0081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0081.rate of 0.0 thru 1.0 mm/km.
 GQ0081
 GQ0081.The geoid height was determined by GEOID03.
 GQ0081
 GQ0081.The dynamic height is computed by dividing the NAVD 88
 GQ0081.geopotential number by the normal gravity value computed on the
 GQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0081.degrees latitude (g = 980.6199 gals.).
 GQ0081
 GQ0081.The modeled gravity was interpolated from observed gravity values.
 GQ0081
 GQ0081;                    North         East    Units  Estimated Accuracy
 GQ0081;SPC AZ W     -   571,200.      193,990.      MT  (+/- 180 meters Scaled)
 GQ0081
 GQ0081                          SUPERSEDED SURVEY CONTROL
 GQ0081
 GQ0081  NGVD 29 (??/??/92)  406.824  (m)         1334.72   (f) ADJ UNCH    1 1
 GQ0081
 GQ0081.Superseded values are not recommended for survey control.
 GQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0081.See file dsdata.txt to determine how the superseded data were derived.
 GQ0081
 GQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF332046(NAD 83)
 GQ0081_MARKER: DB = BENCH MARK DISK
 GQ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0081_STAMPING: P 127 1935
 GQ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0081+STABILITY: SURFACE MOTION
 GQ0081
 GQ0081  HISTORY     - Date     Condition        Report By
 GQ0081  HISTORY     - 1935     MONUMENTED       CGS
 GQ0081  HISTORY     - 1950     GOOD             NGS
 GQ0081
 GQ0081                          STATION DESCRIPTION
 GQ0081
 GQ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0081'65.2 MI SE FROM RIVERSIDE, NV.
 GQ0081'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0081'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0081'THENCE 25.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0081'FERRY ROAD, ON THE TOP OF A RIDGE BETWEEN TWO WASHES, ABOUT 100 YARDS
 GQ0081'SOUTHWEST OF A POINT WHERE THE ROAD CROSSES A SADDLE, ABOUT 27 YARDS
 GQ0081'NORTHWEST OF THE NORTHWEST RIM OF THE WASH, 12 FEET SOUTHEAST OF THE
 GQ0081'CENTER LINE OF THE ROAD, 2.7 FEET NORTH OF A WITNESS POST, ABOUT 1
 GQ0081'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GQ0081'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0425 ***********************************************************************
 FS0425  DESIGNATION -  P 128
 FS0425  PID         -  FS0425
 FS0425  STATE/COUNTY-  AZ/MOHAVE
 FS0425  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0425
 FS0425                         *CURRENT SURVEY CONTROL
 FS0425  ___________________________________________________________________
 FS0425* NAD 83(1986)-  35 55 43.     (N)    114 09 57.     (W)     SCALED    
 FS0425* NAVD 88     -       646.025  (meters)    2119.50   (feet)  POSTED    
 FS0425  ___________________________________________________________________
 FS0425  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FS0425  DYNAMIC HT  -         645.350 (meters)    2117.29  (feet)  COMP
 FS0425  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 FS0425
 FS0425  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0425
 FS0425.The horizontal coordinates were scaled from a topographic map and have
 FS0425.an estimated accuracy of +/- 6 seconds.
 FS0425
 FS0425.The orthometric height was determined by differential leveling
 FS0425.and adjusted by the  in 1992.
 FS0425.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0425.rate of 0.0 thru 1.0 mm/km.
 FS0425
 FS0425.The geoid height was determined by GEOID03.
 FS0425
 FS0425.The dynamic height is computed by dividing the NAVD 88
 FS0425.geopotential number by the normal gravity value computed on the
 FS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0425.degrees latitude (g = 980.6199 gals.).
 FS0425
 FS0425.The modeled gravity was interpolated from observed gravity values.
 FS0425
 FS0425;                    North         East    Units  Estimated Accuracy
 FS0425;SPC AZ W     -   546,690.      175,840.      MT  (+/- 180 meters Scaled)
 FS0425
 FS0425                          SUPERSEDED SURVEY CONTROL
 FS0425
 FS0425  NGVD 29 (??/??/92)  645.349  (m)         2117.28   (f) ADJ UNCH    1 1
 FS0425
 FS0425.Superseded values are not recommended for survey control.
 FS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0425.See file dsdata.txt to determine how the superseded data were derived.
 FS0425
 FS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV556797(NAD 83)
 FS0425_MARKER: DB = BENCH MARK DISK
 FS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0425_STAMPING: P 128 1935
 FS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0425+STABILITY: SURFACE MOTION
 FS0425
 FS0425  HISTORY     - Date     Condition        Report By
 FS0425  HISTORY     - 1935     MONUMENTED       CGS
 FS0425  HISTORY     - 1950     GOOD             NGS
 FS0425  HISTORY     - 19870219 MARK NOT FOUND   USPSQD
 FS0425
 FS0425                          STATION DESCRIPTION
 FS0425
 FS0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0425'7.5 MI S FROM MOUTH OF HUALPAI WASH.
 FS0425'7.5 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0425'WASH ON THE SOUTH SHORE OF LAKE MEAD, 0.4 MILE NORTH OF THE JUNCTION
 FS0425'OF A DIRT ROAD LEADING WEST, 0.3 MILE SOUTH OF THE JUNCTION OF A
 FS0425'TRACK ROAD LEADING EAST, ABOUT 85 YARDS WEST OF THE MOUTH OF A
 FS0425'SMALL WASH, IN HUALPAI WASH, 95 FEET EAST OF THE CENTER LINE OF THE
 FS0425'ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 FS0425'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 FS0425'FOOT ABOVE THE GROUND.
 FS0425
 FS0425                          STATION RECOVERY (1987)
 FS0425
 FS0425'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0096 ***********************************************************************
 GQ0096  DESIGNATION -  P 129
 GQ0096  PID         -  GQ0096
 GQ0096  STATE/COUNTY-  AZ/MOHAVE
 GQ0096  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0096
 GQ0096                         *CURRENT SURVEY CONTROL
 GQ0096  ___________________________________________________________________
 GQ0096* NAD 83(1986)-  36 11 15.     (N)    113 55 25.     (W)     SCALED    
 GQ0096* NAVD 88     -       512.902  (meters)    1682.75   (feet)  POSTED    
 GQ0096  ___________________________________________________________________
 GQ0096  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GQ0096  DYNAMIC HT  -         512.350 (meters)    1680.93  (feet)  COMP
 GQ0096  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 GQ0096
 GQ0096  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0096
 GQ0096.The horizontal coordinates were scaled from a topographic map and have
 GQ0096.an estimated accuracy of +/- 6 seconds.
 GQ0096
 GQ0096.The orthometric height was determined by differential leveling
 GQ0096.and adjusted by the  in 1992.
 GQ0096.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0096.rate of 0.0 thru 1.0 mm/km.
 GQ0096
 GQ0096.The geoid height was determined by GEOID03.
 GQ0096
 GQ0096.The dynamic height is computed by dividing the NAVD 88
 GQ0096.geopotential number by the normal gravity value computed on the
 GQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0096.degrees latitude (g = 980.6199 gals.).
 GQ0096
 GQ0096.The modeled gravity was interpolated from observed gravity values.
 GQ0096
 GQ0096;                    North         East    Units  Estimated Accuracy
 GQ0096;SPC AZ W     -   575,350.      197,750.      MT  (+/- 180 meters Scaled)
 GQ0096
 GQ0096                          SUPERSEDED SURVEY CONTROL
 GQ0096
 GQ0096  NGVD 29 (??/??/92)  512.188  (m)         1680.40   (f) ADJ UNCH    1 1
 GQ0096
 GQ0096.Superseded values are not recommended for survey control.
 GQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0096.See file dsdata.txt to determine how the superseded data were derived.
 GQ0096
 GQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF370087(NAD 83)
 GQ0096_MARKER: DB = BENCH MARK DISK
 GQ0096_SETTING: 80 = SET IN A BOULDER
 GQ0096_SP_SET: BOULDER
 GQ0096_STAMPING: P 129 1935
 GQ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0096+STABILITY: SURFACE MOTION
 GQ0096
 GQ0096  HISTORY     - Date     Condition        Report By
 GQ0096  HISTORY     - 1935     MONUMENTED       CGS
 GQ0096  HISTORY     - 1950     GOOD             NGS
 GQ0096
 GQ0096                          STATION DESCRIPTION
 GQ0096
 GQ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0096'61.2 MI SE FROM RIVERSIDE, NV.
 GQ0096'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0096'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0096'THENCE 21.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0096'FERRY ROAD, IN SNAP CANYON, AT THE BASE OF THE EAST BANK, IN THE TOP
 GQ0096'OF A GRANITE BOULDER PROJECTING 2.0 FEET ABOVE THE GROUND, ABOUT 100
 GQ0096'YARDS WEST OF A POINT WHERE THE MAIN CHANNEL CHANGES FROM THE EAST TO
 GQ0096'THE WEST SIDE OF THE CANYON, 30 FEET SOUTHEAST OF A CAIRN, AND ABOUT 6
 GQ0096'FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0798 ***********************************************************************
 DV0798  DESIGNATION -  P 13
 DV0798  PID         -  DV0798
 DV0798  STATE/COUNTY-  AZ/MARICOPA
 DV0798  USGS QUAD   -  SPRING MTN (1978)
 DV0798
 DV0798                         *CURRENT SURVEY CONTROL
 DV0798  ___________________________________________________________________
 DV0798* NAD 83(1986)-  33 13 37.     (N)    112 46 20.     (W)     SCALED    
 DV0798* NAVD 88     -       228.152  (meters)     748.53   (feet)  ADJUSTED  
 DV0798  ___________________________________________________________________
 DV0798  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV0798  DYNAMIC HT  -         227.888 (meters)     747.66  (feet)  COMP
 DV0798  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DV0798
 DV0798  VERT ORDER  -  FIRST     CLASS II
 DV0798
 DV0798.The horizontal coordinates were scaled from a topographic map and have
 DV0798.an estimated accuracy of +/- 6 seconds.
 DV0798
 DV0798.The orthometric height was determined by differential leveling
 DV0798.and adjusted in June 1991.
 DV0798
 DV0798.The geoid height was determined by GEOID03.
 DV0798
 DV0798.The dynamic height is computed by dividing the NAVD 88
 DV0798.geopotential number by the normal gravity value computed on the
 DV0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0798.degrees latitude (g = 980.6199 gals.).
 DV0798
 DV0798.The modeled gravity was interpolated from observed gravity values.
 DV0798
 DV0798;                    North         East    Units  Estimated Accuracy
 DV0798;SPC AZ C     -   247,250.      133,620.      MT  (+/- 180 meters Scaled)
 DV0798
 DV0798                          SUPERSEDED SURVEY CONTROL
 DV0798
 DV0798  NGVD 29 (??/??/92)  227.513  (m)          746.43   (f) ADJ UNCH    1 2
 DV0798
 DV0798.Superseded values are not recommended for survey control.
 DV0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0798.See file dsdata.txt to determine how the superseded data were derived.
 DV0798
 DV0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB348778(NAD 83)
 DV0798_MARKER: DB = BENCH MARK DISK
 DV0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0798_SP_SET: PIER
 DV0798_STAMPING: P 13 1927 746.462
 DV0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0798+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0798
 DV0798  HISTORY     - Date     Condition        Report By
 DV0798  HISTORY     - 1927     MONUMENTED       CGS
 DV0798  HISTORY     - 1967     GOOD             NGS
 DV0798  HISTORY     - 1981     GOOD             NGS
 DV0798  HISTORY     - 20050902 GOOD             INDIV
 DV0798  HISTORY     - 20070413 GOOD             GEOCAC
 DV0798
 DV0798                          STATION DESCRIPTION
 DV0798
 DV0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0798'8.0 MI SW FROM ARLINGTON.
 DV0798'8.0 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0798'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION 28
 DV0798'T 2 S, R 5 W, 13 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 DV0798'IN THE TOP OF THE NORTH END OF THE MORE WESTERLY CONCRETE PIER OF THE
 DV0798'9-SPAN CONCRETE HIGHWAY BRIDGE OVER THE GILA RIVER, 1.3 FEET NORTH OF
 DV0798'THE NORTHWEST CORNER OF STEEL BASE PLATE FOR A GIRDER, AND ABOUT 6
 DV0798'FEET BELOW THE LEVEL OF THE HIGHWAY.
 DV0798
 DV0798                          STATION RECOVERY (1981)
 DV0798
 DV0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0798'RECOVERED IN GOOD CONDITION.
 DV0798
 DV0798                          STATION RECOVERY (2005)
 DV0798
 DV0798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 DV0798'IT IS AT MILE POST 22.438. NEW COORDINATES WERE OBTAINED BY A HAND
 DV0798'HELD GPS. N 33 13'37.1 W 112 46'20.1.
 DV0798
 DV0798                          STATION RECOVERY (2007)
 DV0798
 DV0798'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0238 ***********************************************************************
 GR0238  DESIGNATION -  P 130
 GR0238  PID         -  GR0238
 GR0238  STATE/COUNTY-  AZ/MOHAVE
 GR0238  USGS QUAD   -  AZURE RIDGE (1983)
 GR0238
 GR0238                         *CURRENT SURVEY CONTROL
 GR0238  ___________________________________________________________________
 GR0238* NAD 83(1986)-  36 22 18.     (N)    114 01 31.     (W)     SCALED    
 GR0238* NAVD 88     -       606.090  (meters)    1988.48   (feet)  POSTED    
 GR0238  ___________________________________________________________________
 GR0238  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0238  DYNAMIC HT  -         605.470 (meters)    1986.45  (feet)  COMP
 GR0238  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 GR0238
 GR0238  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0238
 GR0238.The horizontal coordinates were scaled from a topographic map and have
 GR0238.an estimated accuracy of +/- 6 seconds.
 GR0238
 GR0238.The orthometric height was determined by differential leveling
 GR0238.and adjusted by the  in 1992.
 GR0238.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0238.rate of 0.0 thru 1.0 mm/km.
 GR0238
 GR0238.The geoid height was determined by GEOID03.
 GR0238
 GR0238.The dynamic height is computed by dividing the NAVD 88
 GR0238.geopotential number by the normal gravity value computed on the
 GR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0238.degrees latitude (g = 980.6199 gals.).
 GR0238
 GR0238.The modeled gravity was interpolated from observed gravity values.
 GR0238
 GR0238;                    North         East    Units  Estimated Accuracy
 GR0238;SPC AZ W     -   595,810.      188,660.      MT  (+/- 180 meters Scaled)
 GR0238
 GR0238                          SUPERSEDED SURVEY CONTROL
 GR0238
 GR0238  NGVD 29 (??/??/92)  605.387  (m)         1986.17   (f) ADJ UNCH    1 1
 GR0238
 GR0238.Superseded values are not recommended for survey control.
 GR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0238.See file dsdata.txt to determine how the superseded data were derived.
 GR0238
 GR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA668292(NAD 83)
 GR0238_MARKER: DB = BENCH MARK DISK
 GR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0238_STAMPING: P 130 1935
 GR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0238+STABILITY: SURFACE MOTION
 GR0238
 GR0238  HISTORY     - Date     Condition        Report By
 GR0238  HISTORY     - 1935     MONUMENTED       CGS
 GR0238  HISTORY     - 1950     GOOD             NGS
 GR0238
 GR0238                          STATION DESCRIPTION
 GR0238
 GR0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0238'35.6 MI S FROM RIVERSIDE, NV.
 GR0238'35.6 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0238'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, 0.6
 GR0238'MILE NORTHWEST OF A CATTLE GUARD, ON THE NORTHEAST EDGE OF A RIDGE
 GR0238'BETWEEN TWO WASHES, ABOUT 35 YARDS SOUTHWEST OF THE APPROXIMATE CENTER
 GR0238'OF A SMALL WASH, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.3
 GR0238'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 GR0238'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0612 ***********************************************************************
 ES0612  DESIGNATION -  P 131
 ES0612  PID         -  ES0612
 ES0612  STATE/COUNTY-  AZ/YAVAPAI
 ES0612  USGS QUAD   -  ARNOLD MESA (1967)
 ES0612
 ES0612                         *CURRENT SURVEY CONTROL
 ES0612  ___________________________________________________________________
 ES0612* NAD 83(1986)-  34 29 41.     (N)    111 58 30.     (W)     SCALED    
 ES0612* NAVD 88     -      1439.60   (+/-2cm)    4723.1    (feet)  VERTCON   
 ES0612  ___________________________________________________________________
 ES0612  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 ES0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0612
 ES0612.The horizontal coordinates were scaled from a topographic map and have
 ES0612.an estimated accuracy of +/- 6 seconds.
 ES0612
 ES0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0612.The vertical order pertains to the NGVD 29 superseded value.
 ES0612
 ES0612.The geoid height was determined by GEOID03.
 ES0612
 ES0612;                    North         East    Units  Estimated Accuracy
 ES0612;SPC AZ C     -   387,530.      208,000.      MT  (+/- 180 meters Scaled)
 ES0612
 ES0612                          SUPERSEDED SURVEY CONTROL
 ES0612
 ES0612  NGVD 29 (??/??/92) 1438.784  (m)         4720.41   (f) ADJ UNCH    2 0
 ES0612
 ES0612.Superseded values are not recommended for survey control.
 ES0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0612.See file dsdata.txt to determine how the superseded data were derived.
 ES0612
 ES0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD104174(NAD 83)
 ES0612_MARKER: DB = BENCH MARK DISK
 ES0612_SETTING: 66 = SET IN ROCK OUTCROP
 ES0612_SP_SET: OUTCROP
 ES0612_STAMPING: P 131 1935
 ES0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0612+STABILITY: POSITION/ELEVATION WELL
 ES0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0612+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 ES0612
 ES0612  HISTORY     - Date     Condition        Report By
 ES0612  HISTORY     - 1935     MONUMENTED       CGS
 ES0612  HISTORY     - 1952     GOOD             NGS
 ES0612  HISTORY     - 20080816 GOOD             GEOCAC
 ES0612
 ES0612                          STATION DESCRIPTION
 ES0612
 ES0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0612'14.9 MI SE FROM CHERRY.
 ES0612'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0612'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTH
 ES0612'ALONG THE FLOWERPOT RANCH ROAD, THENCE 0.8 MILE SOUTH ALONG A DIM
 ES0612'TRACK ROAD, IN A SADDLE, AT THE TOP OF A GRADE, AT A DIM Y JUNCTION,
 ES0612'AT A GROUP OF A LARGE BROWN OUTCROP, SET IN TOP OF A 2 1/2-FOOT BY 1
 ES0612'1/2-FOOT OUTCROP PROJECTING 0.6 FOOT, 0.8 MILE SOUTH OF THE FLOWERPOT
 ES0612'RANCH HOUSE AND CIENEGA CREEK, 103 FEET SOUTHWEST OF THE CENTER OF THE
 ES0612'JUNCTION, 86 FEET NORTHWEST OF THE CENTER LINE AND ABOUT LEVEL WITH
 ES0612'THE ROAD.
 ES0612
 ES0612                          STATION RECOVERY (2008)
 ES0612
 ES0612'RECOVERY NOTE BY GEOCACHING 2008
 ES0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0375 ***********************************************************************
 ES0375  DESIGNATION -  P 132
 ES0375  PID         -  ES0375
 ES0375  STATE/COUNTY-  AZ/YAVAPAI
 ES0375  USGS QUAD   -  TULE MESA (1967)
 ES0375
 ES0375                         *CURRENT SURVEY CONTROL
 ES0375  ___________________________________________________________________
 ES0375* NAD 83(1986)-  34 21 50.     (N)    111 48 52.     (W)     SCALED    
 ES0375* NAVD 88     -      1977.62   (+/-2cm)    6488.2    (feet)  VERTCON   
 ES0375  ___________________________________________________________________
 ES0375  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 ES0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0375
 ES0375.The horizontal coordinates were scaled from a topographic map and have
 ES0375.an estimated accuracy of +/- 6 seconds.
 ES0375
 ES0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0375.The vertical order pertains to the NGVD 29 superseded value.
 ES0375
 ES0375.The geoid height was determined by GEOID03.
 ES0375
 ES0375;                    North         East    Units  Estimated Accuracy
 ES0375;SPC AZ C     -   373,020.      222,760.      MT  (+/- 180 meters Scaled)
 ES0375
 ES0375                          SUPERSEDED SURVEY CONTROL
 ES0375
 ES0375  NGVD 29 (??/??/92) 1976.834  (m)         6485.66   (f) ADJ UNCH    2 0
 ES0375
 ES0375.Superseded values are not recommended for survey control.
 ES0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0375.See file dsdata.txt to determine how the superseded data were derived.
 ES0375
 ES0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD251028(NAD 83)
 ES0375_MARKER: DB = BENCH MARK DISK
 ES0375_SETTING: 80 = SET IN A BOULDER
 ES0375_SP_SET: BOULDER
 ES0375_STAMPING: P 132 1935
 ES0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0375+STABILITY: SURFACE MOTION
 ES0375
 ES0375  HISTORY     - Date     Condition        Report By
 ES0375  HISTORY     - 1935     MONUMENTED       CGS
 ES0375  HISTORY     - 1952     GOOD             NGS
 ES0375
 ES0375                          STATION DESCRIPTION
 ES0375
 ES0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0375'12.0 MI E FROM DUGAS.
 ES0375'12.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.15 MILE
 ES0375'WEST OF THE CROSSING OF A RAVINE BETWEEN 2 GRADES, ON TOP OF A HILL
 ES0375'WHICH THE ROAD PASSES OVER, IN TOP OF A 3-FOOT BY 3-FOOT BOULDER
 ES0375'PROJECTING 0.8 FOOT ABOVE THE GROUND, 63 FEET NORTH OF AND ABOUT 1
 ES0375'FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 60.5 FEET NORTHEAST OF A
 ES0375'3-FOOT FORKED CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0417 ***********************************************************************
 ES0417  DESIGNATION -  P 133
 ES0417  PID         -  ES0417
 ES0417  STATE/COUNTY-  AZ/YAVAPAI
 ES0417  USGS QUAD   -  DUGAS (1967)
 ES0417
 ES0417                         *CURRENT SURVEY CONTROL
 ES0417  ___________________________________________________________________
 ES0417* NAD 83(1986)-  34 18 38.     (N)    111 56 44.     (W)     SCALED    
 ES0417* NAVD 88     -      1354.21   (+/-2cm)    4442.9    (feet)  VERTCON   
 ES0417  ___________________________________________________________________
 ES0417  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 ES0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0417
 ES0417.The horizontal coordinates were scaled from a topographic map and have
 ES0417.an estimated accuracy of +/- 6 seconds.
 ES0417
 ES0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0417.The vertical order pertains to the NGVD 29 superseded value.
 ES0417
 ES0417.The geoid height was determined by GEOID03.
 ES0417
 ES0417;                    North         East    Units  Estimated Accuracy
 ES0417;SPC AZ C     -   367,100.      210,700.      MT  (+/- 180 meters Scaled)
 ES0417
 ES0417                          SUPERSEDED SURVEY CONTROL
 ES0417
 ES0417  NGVD 29 (??/??/92) 1353.487  (m)         4440.57   (f) ADJ UNCH    2 0
 ES0417
 ES0417.Superseded values are not recommended for survey control.
 ES0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0417.See file dsdata.txt to determine how the superseded data were derived.
 ES0417
 ES0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC129969(NAD 83)
 ES0417_MARKER: DB = BENCH MARK DISK
 ES0417_SETTING: 66 = SET IN ROCK OUTCROP
 ES0417_SP_SET: ROCK LEDGE
 ES0417_STAMPING: P 133 1935
 ES0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0417+STABILITY: POSITION/ELEVATION WELL
 ES0417
 ES0417  HISTORY     - Date     Condition        Report By
 ES0417  HISTORY     - 1935     MONUMENTED       CGS
 ES0417  HISTORY     - 1952     GOOD             NGS
 ES0417  HISTORY     - 20090220 GOOD             GEOCAC
 ES0417
 ES0417                          STATION DESCRIPTION
 ES0417
 ES0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0417'6.0 MI S FROM DUGAS.
 ES0417'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 4.0
 ES0417'MILES SOUTH ALONG A DIM TRACK ROAD, 0.55 MILE SOUTHEAST OF THE
 ES0417'CROSSING OF INDIAN CREEK, 0.2 MILE EAST (ALONG THE ROAD) FROM THE
 ES0417'CROSSING OF A DUAL POLED POWER LINE, 0.05 MILE NORTH OF THE SUMMIT OF
 ES0417'A GRADE, AT A LARGE PROMINENT ROCK LEDGE, IN TOP OF THE NORTHWEST BASE
 ES0417'OF A LEDGE, BELOW A SHARP ROCK POINT, 69 FEET NORTHEAST OF THE CENTER
 ES0417'LINE OF AND ABOUT LEVEL WITH THE ROAD, 33 FEET EAST OF THE WHITE
 ES0417'PAINTED LETTERS BM AT THE WEST END OF THE LEDGE, AND ABOUT 7 FEET
 ES0417'LOWER THAN THE TOP OF THE LEDGE.
 ES0417
 ES0417                          STATION RECOVERY (2009)
 ES0417
 ES0417'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0417'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0417'THE DESCRIPTION - THE DIM TRACK ROAD IS NOW A GRADED ROAD CALLED THE
 ES0417'GREAT WESTERN TRAIL AND THE PAINTED BM IS GONE. HANDHELD COORDINATES
 ES0417'34 18 38.8 (N)   111 56 44.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0052 ***********************************************************************
 FS0052  DESIGNATION -  P 134
 FS0052  PID         -  FS0052
 FS0052  STATE/COUNTY-  AZ/MOHAVE
 FS0052  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0052
 FS0052                         *CURRENT SURVEY CONTROL
 FS0052  ___________________________________________________________________
 FS0052* NAD 83(1986)-  35 59 29.     (N)    114 42 59.     (W)     SCALED    
 FS0052* NAVD 88     -       465.918  (meters)    1528.60   (feet)  ADJUSTED  
 FS0052  ___________________________________________________________________
 FS0052  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0052  DYNAMIC HT  -         465.458 (meters)    1527.09  (feet)  COMP
 FS0052  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 FS0052
 FS0052  VERT ORDER  -  FIRST     CLASS I
 FS0052
 FS0052.The horizontal coordinates were scaled from a topographic map and have
 FS0052.an estimated accuracy of +/- 6 seconds.
 FS0052
 FS0052.The orthometric height was determined by differential leveling
 FS0052.and adjusted in June 1991.
 FS0052
 FS0052.The geoid height was determined by GEOID03.
 FS0052
 FS0052.The dynamic height is computed by dividing the NAVD 88
 FS0052.geopotential number by the normal gravity value computed on the
 FS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0052.degrees latitude (g = 980.6199 gals.).
 FS0052
 FS0052.The modeled gravity was interpolated from observed gravity values.
 FS0052
 FS0052;                    North         East    Units  Estimated Accuracy
 FS0052;SPC AZ W     -   554,010.      126,220.      MT  (+/- 180 meters Scaled)
 FS0052
 FS0052                          SUPERSEDED SURVEY CONTROL
 FS0052
 FS0052  NGVD 29 (??/??/92)  465.202  (m)         1526.25   (f) ADJ UNCH    1 1
 FS0052
 FS0052.Superseded values are not recommended for survey control.
 FS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0052.See file dsdata.txt to determine how the superseded data were derived.
 FS0052
 FS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV058854(NAD 83)
 FS0052_MARKER: DB = BENCH MARK DISK
 FS0052_SETTING: 66 = SET IN ROCK OUTCROP
 FS0052_SP_SET: ROCK OUTCROP
 FS0052_STAMPING: P 134 1935
 FS0052_MARK LOGO: CGS   
 FS0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0052+STABILITY: POSITION/ELEVATION WELL
 FS0052
 FS0052  HISTORY     - Date     Condition        Report By
 FS0052  HISTORY     - 1935     MONUMENTED       CGS
 FS0052  HISTORY     - 1950     GOOD             NGS
 FS0052  HISTORY     - 1963     GOOD             NGS
 FS0052  HISTORY     - 1981     GOOD             NGS
 FS0052
 FS0052                          STATION DESCRIPTION
 FS0052
 FS0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0052'2.8 MI SE FROM HOOVER DAM.
 FS0052'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE
 FS0052'SOUTHEAST (ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTH OF
 FS0052'MILEPOST 3, ON THE WEST SIDE OF A KNOLL, IN THE TOP OF A
 FS0052'GRANITE OUTCROP, 108.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 FS0052'HIGHWAY, 95.0 FEET NORTHEAST OF R.M. 1515.66 (BPR  ), 36 FEET
 FS0052'NORTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD, 21 FEET
 FS0052'SOUTHEAST OF THE APPROXIMATE CENTER OF A DRY WASH, ABOUT 3 FEET
 FS0052'HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS
 FS0052'B M.
 FS0052
 FS0052                          STATION RECOVERY (1963)
 FS0052
 FS0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0052'RECOVERED IN GOOD CONDITION.
 FS0052
 FS0052                          STATION RECOVERY (1981)
 FS0052
 FS0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0061 ***********************************************************************
 FS0061  DESIGNATION -  P 135
 FS0061  PID         -  FS0061
 FS0061  STATE/COUNTY-  AZ/MOHAVE
 FS0061  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0061
 FS0061                         *CURRENT SURVEY CONTROL
 FS0061  ___________________________________________________________________
 FS0061* NAD 83(1986)-  35 58 05.     (N)    114 40 56.     (W)     SCALED    
 FS0061* NAVD 88     -       558.427  (meters)    1832.11   (feet)  ADJUSTED  
 FS0061  ___________________________________________________________________
 FS0061  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FS0061  DYNAMIC HT  -         557.866 (meters)    1830.27  (feet)  COMP
 FS0061  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 FS0061
 FS0061  VERT ORDER  -  FIRST     CLASS I
 FS0061
 FS0061.The horizontal coordinates were scaled from a topographic map and have
 FS0061.an estimated accuracy of +/- 6 seconds.
 FS0061
 FS0061.The orthometric height was determined by differential leveling
 FS0061.and adjusted in June 1991.
 FS0061
 FS0061.The geoid height was determined by GEOID03.
 FS0061
 FS0061.The dynamic height is computed by dividing the NAVD 88
 FS0061.geopotential number by the normal gravity value computed on the
 FS0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0061.degrees latitude (g = 980.6199 gals.).
 FS0061
 FS0061.The modeled gravity was interpolated from observed gravity values.
 FS0061
 FS0061;                    North         East    Units  Estimated Accuracy
 FS0061;SPC AZ W     -   551,390.      129,280.      MT  (+/- 180 meters Scaled)
 FS0061
 FS0061                          SUPERSEDED SURVEY CONTROL
 FS0061
 FS0061  NGVD 29 (??/??/92)  557.723  (m)         1829.80   (f) ADJ UNCH    1 1
 FS0061
 FS0061.Superseded values are not recommended for survey control.
 FS0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0061.See file dsdata.txt to determine how the superseded data were derived.
 FS0061
 FS0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV089828(NAD 83)
 FS0061_MARKER: DB = BENCH MARK DISK
 FS0061_SETTING: 80 = SET IN A BOULDER
 FS0061_SP_SET: BOULDER
 FS0061_STAMPING: P 135 1935
 FS0061_MARK LOGO: CGS   
 FS0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0061+STABILITY: SURFACE MOTION
 FS0061
 FS0061  HISTORY     - Date     Condition        Report By
 FS0061  HISTORY     - 1935     MONUMENTED       CGS
 FS0061  HISTORY     - 1950     GOOD             NGS
 FS0061  HISTORY     - 1963     GOOD             NGS
 FS0061  HISTORY     - 1981     GOOD             NGS
 FS0061
 FS0061                          STATION DESCRIPTION
 FS0061
 FS0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0061'5.6 MI SE FROM HOOVER DAM.
 FS0061'5.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0061'(ARIZONA) END OF HOOVER DAM, AT THE SOUTH END OF A CUT, AT THE
 FS0061'NORTH END OF A FILL, IN THE TOP OF A LARGE RED BOULDER, 53.0 FEET
 FS0061'EAST OF THE CENTER LINE OF THE HIGHWAY, 52.0 FEET NORTHWEST OF
 FS0061'THE NORTH END OF A GUARD RAIL, AND ABOUT 2 FEET HIGHER THAN
 FS0061'THE HIGHWAY.
 FS0061
 FS0061                          STATION RECOVERY (1963)
 FS0061
 FS0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0061'RECOVERED IN GOOD CONDITION.
 FS0061
 FS0061                          STATION RECOVERY (1981)
 FS0061
 FS0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0061'8.0 KM (5.0 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0061'OF HOOVER DAM, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG THE OLD HIGHWAY,
 FS0061'IN TOP OF A LARGE RED BOULDER AT THE SOUTHEAST END OF A CUT, 38.1
 FS0061'METERS (125 FT) NORTH OF A LARGE BOX CULVERT, 16.2 METERS (53 FT)
 FS0061'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0061'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FS0061'THE MARK IS 3.2 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0263 ***********************************************************************
 DT0263  DESIGNATION -  P 136
 DT0263  PID         -  DT0263
 DT0263  STATE/COUNTY-  AZ/APACHE
 DT0263  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0263
 DT0263                         *CURRENT SURVEY CONTROL
 DT0263  ___________________________________________________________________
 DT0263* NAD 83(1986)-  33 49 52.     (N)    109 27 06.     (W)     SCALED    
 DT0263* NAVD 88     -      2698.663  (meters)    8853.86   (feet)  ADJUSTED  
 DT0263  ___________________________________________________________________
 DT0263  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DT0263  DYNAMIC HT  -        2694.142 (meters)    8839.03  (feet)  COMP
 DT0263  MODELED GRAV-     978,862.5   (mgal)                       NAVD 88
 DT0263
 DT0263  VERT ORDER  -  SECOND    CLASS 0
 DT0263
 DT0263.The horizontal coordinates were scaled from a topographic map and have
 DT0263.an estimated accuracy of +/- 6 seconds.
 DT0263
 DT0263.The orthometric height was determined by differential leveling
 DT0263.and adjusted in June 1991.
 DT0263
 DT0263.The geoid height was determined by GEOID03.
 DT0263
 DT0263.The dynamic height is computed by dividing the NAVD 88
 DT0263.geopotential number by the normal gravity value computed on the
 DT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0263.degrees latitude (g = 980.6199 gals.).
 DT0263
 DT0263.The modeled gravity was interpolated from observed gravity values.
 DT0263
 DT0263;                    North         East    Units  Estimated Accuracy
 DT0263;SPC AZ E     -   314,150.      279,540.      MT  (+/- 180 meters Scaled)
 DT0263
 DT0263                          SUPERSEDED SURVEY CONTROL
 DT0263
 DT0263  NGVD 29 (??/??/92) 2697.464  (m)         8849.93   (f) ADJ UNCH    2 0
 DT0263
 DT0263.Superseded values are not recommended for survey control.
 DT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0263.See file dsdata.txt to determine how the superseded data were derived.
 DT0263
 DT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC432445(NAD 83)
 DT0263_MARKER: DB = BENCH MARK DISK
 DT0263_SETTING: 66 = SET IN ROCK OUTCROP
 DT0263_SP_SET: LARGE ROCKK
 DT0263_STAMPING: P-136 1935
 DT0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0263+STABILITY: POSITION/ELEVATION WELL
 DT0263
 DT0263  HISTORY     - Date     Condition        Report By
 DT0263  HISTORY     - 1935     MONUMENTED       CGS
 DT0263
 DT0263                          STATION DESCRIPTION
 DT0263
 DT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0263'2.8 MI SW FROM RESERVATION RANCH.
 DT0263'2.8 MI SE ALONG ROAD TO BEAVERHEAD LODGE. ON THE NE SLOPE OF A SMALL
 DT0263'ROCKY RIDGE, 100 FT S OF THE EDGE OF A LOW MARSH, 90 FT N OF THE
 DT0263'CENTERLINE OF THE ROAD, SET IN A LARGE ROCK ABOUT 5 FT HIGH AND SET
 DT0263'LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0292 ***********************************************************************
 DT0292  DESIGNATION -  P 137
 DT0292  PID         -  DT0292
 DT0292  STATE/COUNTY-  AZ/APACHE
 DT0292  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0292
 DT0292                         *CURRENT SURVEY CONTROL
 DT0292  ___________________________________________________________________
 DT0292* NAD 83(1986)-  33 53 35.     (N)    109 03 58.     (W)     SCALED    
 DT0292* NAVD 88     -      2449.568  (meters)    8036.62   (feet)  ADJUSTED  
 DT0292  ___________________________________________________________________
 DT0292  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DT0292  DYNAMIC HT  -        2445.562 (meters)    8023.48  (feet)  COMP
 DT0292  MODELED GRAV-     978,912.1   (mgal)                       NAVD 88
 DT0292
 DT0292  VERT ORDER  -  SECOND    CLASS 0
 DT0292
 DT0292.The horizontal coordinates were scaled from a topographic map and have
 DT0292.an estimated accuracy of +/- 6 seconds.
 DT0292
 DT0292.The orthometric height was determined by differential leveling
 DT0292.and adjusted in June 1991.
 DT0292
 DT0292.The geoid height was determined by GEOID03.
 DT0292
 DT0292.The dynamic height is computed by dividing the NAVD 88
 DT0292.geopotential number by the normal gravity value computed on the
 DT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0292.degrees latitude (g = 980.6199 gals.).
 DT0292
 DT0292.The modeled gravity was interpolated from observed gravity values.
 DT0292
 DT0292;                    North         East    Units  Estimated Accuracy
 DT0292;SPC AZ E     -   321,340.      315,150.      MT  (+/- 180 meters Scaled)
 DT0292
 DT0292                          SUPERSEDED SURVEY CONTROL
 DT0292
 DT0292  NGVD 29 (??/??/92) 2448.490  (m)         8033.09   (f) ADJ UNCH    2 0
 DT0292
 DT0292.Superseded values are not recommended for survey control.
 DT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0292.See file dsdata.txt to determine how the superseded data were derived.
 DT0292
 DT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC788519(NAD 83)
 DT0292_MARKER: DB = BENCH MARK DISK
 DT0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0292_STAMPING: P 137 1935
 DT0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0292+STABILITY: SURFACE MOTION
 DT0292
 DT0292  HISTORY     - Date     Condition        Report By
 DT0292  HISTORY     - 1935     MONUMENTED       CGS
 DT0292
 DT0292                          STATION DESCRIPTION
 DT0292
 DT0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0292'8.4 MI NE FROM ALPINE.
 DT0292'8.4 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. 24 FT. NE OF FOOT
 DT0292'OF A HILL, ABOUT 100 FT. SW OF CREEK BANK AND ABOUT 33 FT SW OF
 DT0292'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0544 ***********************************************************************
 CY0544  DESIGNATION -  P 14
 CY0544  PID         -  CY0544
 CY0544  STATE/COUNTY-  AZ/GRAHAM
 CY0544  USGS QUAD   -  ARTESIA NE (1966)
 CY0544
 CY0544                         *CURRENT SURVEY CONTROL
 CY0544  ___________________________________________________________________
 CY0544* NAD 83(1986)-  32 40 09.     (N)    109 33 04.     (W)     SCALED    
 CY0544* NAVD 88     -       968.02   (+/-2cm)    3175.9    (feet)  VERTCON   
 CY0544  ___________________________________________________________________
 CY0544  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY0544  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0544
 CY0544.The horizontal coordinates were scaled from a topographic map and have
 CY0544.an estimated accuracy of +/- 6 seconds.
 CY0544
 CY0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0544.The vertical order pertains to the NGVD 29 superseded value.
 CY0544
 CY0544.The geoid height was determined by GEOID03.
 CY0544
 CY0544;                    North         East    Units  Estimated Accuracy
 CY0544;SPC AZ E     -   185,230.      271,090.      MT  (+/- 180 meters Scaled)
 CY0544
 CY0544                          SUPERSEDED SURVEY CONTROL
 CY0544
 CY0544  NGVD 29 (??/??/92)  967.382  (m)         3173.82   (f) ADJ UNCH    1 2
 CY0544
 CY0544.Superseded values are not recommended for survey control.
 CY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0544.See file dsdata.txt to determine how the superseded data were derived.
 CY0544
 CY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB358155(NAD 83)
 CY0544_MARKER: DB = BENCH MARK DISK
 CY0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0544_STAMPING: 3173.819 P 14 1932
 CY0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0544+STABILITY: SURFACE MOTION
 CY0544
 CY0544  HISTORY     - Date     Condition        Report By
 CY0544  HISTORY     - 1932     MONUMENTED       CGS
 CY0544
 CY0544                          STATION DESCRIPTION
 CY0544
 CY0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0544'4.3 MI N FROM TANQUE.
 CY0544'ON SOUTHERN PACIFIC RAILROAD, 305 FT. SOUTH OF MILE POST 1122, 35 FT.
 CY0544'WEST OF RAILROAD CENTER LINE, 215 FT. SOUTH OF RAILROAD TRESTLE MARKED
 CY0544'1121.98.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0112 ***********************************************************************
 ES0112  DESIGNATION -  P 140
 ES0112  PID         -  ES0112
 ES0112  STATE/COUNTY-  AZ/NAVAJO
 ES0112  USGS QUAD   -  DAY SPRING (1990)
 ES0112
 ES0112                         *CURRENT SURVEY CONTROL
 ES0112  ___________________________________________________________________
 ES0112* NAD 83(1986)-  34 22 01.     (N)    110 23 13.     (W)     SCALED    
 ES0112* NAVD 88     -      2037.263  (meters)    6683.92   (feet)  ADJUSTED  
 ES0112  ___________________________________________________________________
 ES0112  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ES0112  DYNAMIC HT  -        2034.262 (meters)    6674.07  (feet)  COMP
 ES0112  MODELED GRAV-     979,089.4   (mgal)                       NAVD 88
 ES0112
 ES0112  VERT ORDER  -  SECOND    CLASS 0
 ES0112
 ES0112.The horizontal coordinates were scaled from a topographic map and have
 ES0112.an estimated accuracy of +/- 6 seconds.
 ES0112
 ES0112.The orthometric height was determined by differential leveling
 ES0112.and adjusted in June 1991.
 ES0112
 ES0112.The geoid height was determined by GEOID03.
 ES0112
 ES0112.The dynamic height is computed by dividing the NAVD 88
 ES0112.geopotential number by the normal gravity value computed on the
 ES0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0112.degrees latitude (g = 980.6199 gals.).
 ES0112
 ES0112.The modeled gravity was interpolated from observed gravity values.
 ES0112
 ES0112;                    North         East    Units  Estimated Accuracy
 ES0112;SPC AZ E     -   373,380.      193,100.      MT  (+/- 180 meters Scaled)
 ES0112
 ES0112                          SUPERSEDED SURVEY CONTROL
 ES0112
 ES0112  NGVD 29 (??/??/92) 2036.337  (m)         6680.88   (f) ADJ UNCH    2 0
 ES0112
 ES0112.Superseded values are not recommended for survey control.
 ES0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0112.See file dsdata.txt to determine how the superseded data were derived.
 ES0112
 ES0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD563030(NAD 83)
 ES0112_MARKER: DB = BENCH MARK DISK
 ES0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0112_STAMPING: P 140 1935
 ES0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0112+STABILITY: SURFACE MOTION
 ES0112
 ES0112  HISTORY     - Date     Condition        Report By
 ES0112  HISTORY     - 1935     MONUMENTED       CGS
 ES0112  HISTORY     - 1960     GOOD             USGS
 ES0112  HISTORY     - 1961     POOR             USGS
 ES0112  HISTORY     - 19871125 MARK NOT FOUND   USPSQD
 ES0112  HISTORY     - 20051029 MARK NOT FOUND   EVANS
 ES0112
 ES0112                          STATION DESCRIPTION
 ES0112
 ES0112'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0112'4.8 MI SW FROM ARIPINE.
 ES0112'4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 160 FROM THE ARIZONA HIGHWAY
 ES0112'DEPARTMENT MAINTENANCE YARD AT ARIPINE, NAVAJO, 50 YARDS WEST OF THE
 ES0112'TOP OF A HILL, 20 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 40
 ES0112'YARDS EAST OF A LARGE CURVE.  A STANDARD DISK, STAMPED P 140 1935 AND
 ES0112'SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK WAS HIT WITH A
 ES0112'ROAD GRADER DURING THE SUMMER OF 1961 AND TILTED OUT OF POSTION 30
 ES0112'DEGREES.  USE WITH CAUTION.
 ES0112
 ES0112                          STATION RECOVERY (1961)
 ES0112
 ES0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ES0112'MARK RECOVERED IN POOR CONDITION.
 ES0112
 ES0112                          STATION RECOVERY (1987)
 ES0112
 ES0112'RECOVERY NOTE BY US POWER SQUADRON 1987 (SGD)
 ES0112'MARK NOT FOUND.
 ES0112
 ES0112                          STATION RECOVERY (2005)
 ES0112
 ES0112'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0287 ***********************************************************************
 ER0287  DESIGNATION -  P 141
 ER0287  PID         -  ER0287
 ER0287  STATE/COUNTY-  AZ/NAVAJO
 ER0287  USGS QUAD   -  LAKESIDE (1984)
 ER0287
 ER0287                         *CURRENT SURVEY CONTROL
 ER0287  ___________________________________________________________________
 ER0287* NAD 83(1986)-  34 12 06.     (N)    109 53 36.     (W)     SCALED    
 ER0287* NAVD 88     -      2148.258  (meters)    7048.08   (feet)  ADJUSTED  
 ER0287  ___________________________________________________________________
 ER0287  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ER0287  DYNAMIC HT  -        2144.962 (meters)    7037.26  (feet)  COMP
 ER0287  MODELED GRAV-     979,024.3   (mgal)                       NAVD 88
 ER0287
 ER0287  VERT ORDER  -  SECOND    CLASS 0
 ER0287
 ER0287.The horizontal coordinates were scaled from a topographic map and have
 ER0287.an estimated accuracy of +/- 6 seconds.
 ER0287
 ER0287.The orthometric height was determined by differential leveling
 ER0287.and adjusted in June 1991.
 ER0287
 ER0287.The geoid height was determined by GEOID03.
 ER0287
 ER0287.The dynamic height is computed by dividing the NAVD 88
 ER0287.geopotential number by the normal gravity value computed on the
 ER0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0287.degrees latitude (g = 980.6199 gals.).
 ER0287
 ER0287.The modeled gravity was interpolated from observed gravity values.
 ER0287
 ER0287;                    North         East    Units  Estimated Accuracy
 ER0287;SPC AZ E     -   355,060.      238,550.      MT  (+/- 180 meters Scaled)
 ER0287
 ER0287                          SUPERSEDED SURVEY CONTROL
 ER0287
 ER0287  NGVD 29 (??/??/92) 2147.314  (m)         7044.98   (f) ADJ UNCH    2 0
 ER0287
 ER0287.Superseded values are not recommended for survey control.
 ER0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0287.See file dsdata.txt to determine how the superseded data were derived.
 ER0287
 ER0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC019850(NAD 83)
 ER0287_MARKER: DB = BENCH MARK DISK
 ER0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0287_STAMPING: P 141 1935
 ER0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0287+STABILITY: SURFACE MOTION
 ER0287
 ER0287  HISTORY     - Date     Condition        Report By
 ER0287  HISTORY     - 1935     MONUMENTED       CGS
 ER0287  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0287
 ER0287                          STATION DESCRIPTION
 ER0287
 ER0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0287'10.7 MI N FROM MCNARY.
 ER0287'IN NAVAJO COUNTY, 10.7 MILES NORTH ALONG THE APACHE RAILWAY FROM
 ER0287'MCNARY, APACHE COUNTY, THENCE 0.3 MILE WEST ALONG THE LAKESIDE RANGER
 ER0287'STATION ROAD, AT A MESA, ABOUT 150 YARDS NORTHWEST OF THE CORNER OF A
 ER0287'WIRE FENCE, AND 25 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A
 ER0287'STANDARD DISK, STAMPED P 141 1935 AND SET IN THE TOP OF A CONCRETE
 ER0287'POST.
 ER0287
 ER0287                          STATION RECOVERY (1983)
 ER0287
 ER0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0256 ***********************************************************************
 ES0256  DESIGNATION -  P 142
 ES0256  PID         -  ES0256
 ES0256  STATE/COUNTY-  AZ/COCONINO
 ES0256  USGS QUAD   -  GRAMA DRAW (1965)
 ES0256
 ES0256                         *CURRENT SURVEY CONTROL
 ES0256  ___________________________________________________________________
 ES0256* NAD 83(1986)-  34 31 09.     (N)    110 55 57.     (W)     SCALED    
 ES0256* NAVD 88     -      2191.204  (meters)    7188.98   (feet)  ADJUSTED  
 ES0256  ___________________________________________________________________
 ES0256  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0256  DYNAMIC HT  -        2187.943 (meters)    7178.28  (feet)  COMP
 ES0256  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 ES0256
 ES0256  VERT ORDER  -  SECOND    CLASS 0
 ES0256
 ES0256.The horizontal coordinates were scaled from a topographic map and have
 ES0256.an estimated accuracy of +/- 6 seconds.
 ES0256
 ES0256.The orthometric height was determined by differential leveling
 ES0256.and adjusted in June 1991.
 ES0256
 ES0256.The geoid height was determined by GEOID03.
 ES0256
 ES0256.The dynamic height is computed by dividing the NAVD 88
 ES0256.geopotential number by the normal gravity value computed on the
 ES0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0256.degrees latitude (g = 980.6199 gals.).
 ES0256
 ES0256.The modeled gravity was interpolated from observed gravity values.
 ES0256
 ES0256;                    North         East    Units  Estimated Accuracy
 ES0256;SPC AZ C     -   390,680.      303,720.      MT  (+/- 180 meters Scaled)
 ES0256
 ES0256                          SUPERSEDED SURVEY CONTROL
 ES0256
 ES0256  NGVD 29 (??/??/92) 2190.184  (m)         7185.63   (f) ADJ UNCH    2 0
 ES0256
 ES0256.Superseded values are not recommended for survey control.
 ES0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0256.See file dsdata.txt to determine how the superseded data were derived.
 ES0256
 ES0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD061197(NAD 83)
 ES0256_MARKER: DB = BENCH MARK DISK
 ES0256_SETTING: 66 = SET IN ROCK OUTCROP
 ES0256_SP_SET: ROCK LEDGE
 ES0256_STAMPING: P-142 1935
 ES0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0256+STABILITY: POSITION/ELEVATION WELL
 ES0256
 ES0256  HISTORY     - Date     Condition        Report By
 ES0256  HISTORY     - 1935     MONUMENTED       CGS
 ES0256
 ES0256                          STATION DESCRIPTION
 ES0256
 ES0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0256'4.0 MI S FROM WALLACE RANGER STA RD JCT.
 ES0256'4.0 MI S ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  44.0 MI S.W. OF
 ES0256'WINSLOW (UNION OIL CO. PLANT) ON THE TOP OF A ROCK LEDGE, 97 FEET W OF
 ES0256'THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0419 ***********************************************************************
 DT0419  DESIGNATION -  P 145
 DT0419  PID         -  DT0419
 DT0419  STATE/COUNTY-  AZ/GRAHAM
 DT0419  USGS QUAD   -  TULE TUBS (1967)
 DT0419
 DT0419                         *CURRENT SURVEY CONTROL
 DT0419  ___________________________________________________________________
 DT0419* NAD 83(1986)-  33 15 46.     (N)    109 59 09.     (W)     SCALED    
 DT0419* NAVD 88     -      1569.008  (meters)    5147.65   (feet)  ADJUSTED  
 DT0419  ___________________________________________________________________
 DT0419  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DT0419  DYNAMIC HT  -        1566.704 (meters)    5140.09  (feet)  COMP
 DT0419  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 DT0419
 DT0419  VERT ORDER  -  SECOND    CLASS 0
 DT0419
 DT0419.The horizontal coordinates were scaled from a topographic map and have
 DT0419.an estimated accuracy of +/- 6 seconds.
 DT0419
 DT0419.The orthometric height was determined by differential leveling
 DT0419.and adjusted in June 1991.
 DT0419
 DT0419.The geoid height was determined by GEOID03.
 DT0419
 DT0419.The dynamic height is computed by dividing the NAVD 88
 DT0419.geopotential number by the normal gravity value computed on the
 DT0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0419.degrees latitude (g = 980.6199 gals.).
 DT0419
 DT0419.The modeled gravity was interpolated from observed gravity values.
 DT0419
 DT0419;                    North         East    Units  Estimated Accuracy
 DT0419;SPC AZ E     -   250,910.      230,210.      MT  (+/- 180 meters Scaled)
 DT0419
 DT0419                          SUPERSEDED SURVEY CONTROL
 DT0419
 DT0419  NGVD 29 (??/??/92) 1568.279  (m)         5145.26   (f) ADJ UNCH    2 0
 DT0419
 DT0419.Superseded values are not recommended for survey control.
 DT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0419.See file dsdata.txt to determine how the superseded data were derived.
 DT0419
 DT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB944808(NAD 83)
 DT0419_MARKER: DB = BENCH MARK DISK
 DT0419_SETTING: 66 = SET IN ROCK OUTCROP
 DT0419_SP_SET: OUTCROP
 DT0419_STAMPING: P 145 1935
 DT0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0419+STABILITY: POSITION/ELEVATION WELL
 DT0419
 DT0419  HISTORY     - Date     Condition        Report By
 DT0419  HISTORY     - 1935     MONUMENTED       CGS
 DT0419
 DT0419                          STATION DESCRIPTION
 DT0419
 DT0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0419'11.9 MI W FROM ARSENIC TUBS RANCH HDQ.
 DT0419'0.2 MILE SOUTH ALONG A TRACK ROAD, FROM ARSENIC TUBS RANCH
 DT0419'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0419'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 6.0 MILES WEST
 DT0419'ALONG A TRACK ROAD, ON THE NORTHEAST SLOPE OF A GRADE, ABOUT 0.1 MILE
 DT0419'EAST OF A LONE TWIN JUNIPER TREE, 30 FEET SOUTH OF THE CENTER LINE OF
 DT0419'THE ROAD, 1 1/2 FEET NORTHEAST OF A CAIRN, SET IN THE TOP OF A MALPAIS
 DT0419'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0150 ***********************************************************************
 ES0150  DESIGNATION -  P 146
 ES0150  PID         -  ES0150
 ES0150  STATE/COUNTY-  AZ/NAVAJO
 ES0150  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0150
 ES0150                         *CURRENT SURVEY CONTROL
 ES0150  ___________________________________________________________________
 ES0150* NAD 83(1986)-  34 05 15.     (N)    110 10 50.     (W)     SCALED    
 ES0150* NAVD 88     -      1780.800  (meters)    5842.51   (feet)  ADJUSTED  
 ES0150  ___________________________________________________________________
 ES0150  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0150  DYNAMIC HT  -        1778.201 (meters)    5833.98  (feet)  COMP
 ES0150  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 ES0150
 ES0150  VERT ORDER  -  SECOND    CLASS 0
 ES0150
 ES0150.The horizontal coordinates were scaled from a topographic map and have
 ES0150.an estimated accuracy of +/- 6 seconds.
 ES0150
 ES0150.The orthometric height was determined by differential leveling
 ES0150.and adjusted in June 1991.
 ES0150
 ES0150.The geoid height was determined by GEOID03.
 ES0150
 ES0150.The dynamic height is computed by dividing the NAVD 88
 ES0150.geopotential number by the normal gravity value computed on the
 ES0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0150.degrees latitude (g = 980.6199 gals.).
 ES0150
 ES0150.The modeled gravity was interpolated from observed gravity values.
 ES0150
 ES0150;                    North         East    Units  Estimated Accuracy
 ES0150;SPC AZ E     -   342,360.      212,080.      MT  (+/- 180 meters Scaled)
 ES0150
 ES0150                          SUPERSEDED SURVEY CONTROL
 ES0150
 ES0150  NGVD 29 (??/??/92) 1779.963  (m)         5839.76   (f) ADJ UNCH    2 0
 ES0150
 ES0150.Superseded values are not recommended for survey control.
 ES0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0150.See file dsdata.txt to determine how the superseded data were derived.
 ES0150
 ES0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC755721(NAD 83)
 ES0150_MARKER: DB = BENCH MARK DISK
 ES0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0150_STAMPING: P 146 1960
 ES0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0150+STABILITY: SURFACE MOTION
 ES0150
 ES0150  HISTORY     - Date     Condition        Report By
 ES0150  HISTORY     - 1960     MONUMENTED       CGS
 ES0150  HISTORY     - 19960919 GOOD             USPSQD
 ES0150
 ES0150                          STATION DESCRIPTION
 ES0150
 ES0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0150'15.8 MI SW FROM SHOW LOW.
 ES0150'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0150'SHOW LOW, THENCE 15.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0150'HIGHWAY 77, 99 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9
 ES0150'INCHES SOUTHEAST OF A FENCE, 1.3 FEET NORTHEAST OF A METAL WITNESS
 ES0150'POST, ABOUT 3 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 ES0150'POST PROJECTING 4 INCHES.
 ES0150
 ES0150                          STATION RECOVERY (1996)
 ES0150
 ES0150'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0044 ***********************************************************************
 DU0044  DESIGNATION -  P 147
 DU0044  PID         -  DU0044
 DU0044  STATE/COUNTY-  AZ/GILA
 DU0044  USGS QUAD   -  CARRIZO (1978)
 DU0044
 DU0044                         *CURRENT SURVEY CONTROL
 DU0044  ___________________________________________________________________
 DU0044* NAD 83(1986)-  33 53 36.     (N)    110 22 28.     (W)     SCALED    
 DU0044* NAVD 88     -      1693.309  (meters)    5555.46   (feet)  ADJUSTED  
 DU0044  ___________________________________________________________________
 DU0044  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 DU0044  DYNAMIC HT  -        1690.893 (meters)    5547.54  (feet)  COMP
 DU0044  MODELED GRAV-     979,149.5   (mgal)                       NAVD 88
 DU0044
 DU0044  VERT ORDER  -  FIRST     CLASS II
 DU0044
 DU0044.The horizontal coordinates were scaled from a topographic map and have
 DU0044.an estimated accuracy of +/- 6 seconds.
 DU0044
 DU0044.The orthometric height was determined by differential leveling
 DU0044.and adjusted in June 1991.
 DU0044.WARNING-Repeat measurements at this control monument indicate possible
 DU0044.vertical movement.
 DU0044
 DU0044.The geoid height was determined by GEOID03.
 DU0044
 DU0044.The dynamic height is computed by dividing the NAVD 88
 DU0044.geopotential number by the normal gravity value computed on the
 DU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0044.degrees latitude (g = 980.6199 gals.).
 DU0044
 DU0044.The modeled gravity was interpolated from observed gravity values.
 DU0044
 DU0044;                    North         East    Units  Estimated Accuracy
 DU0044;SPC AZ E     -   320,840.      194,140.      MT  (+/- 180 meters Scaled)
 DU0044
 DU0044                          SUPERSEDED SURVEY CONTROL
 DU0044
 DU0044  NGVD 29 (??/??/92) 1692.604  (m)         5553.15   (f) ADJ UNCH    1 2
 DU0044
 DU0044.Superseded values are not recommended for survey control.
 DU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0044.See file dsdata.txt to determine how the superseded data were derived.
 DU0044
 DU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC578505(NAD 83)
 DU0044_MARKER: DB = BENCH MARK DISK
 DU0044_SETTING: 80 = SET IN A BOULDER
 DU0044_SP_SET: BOULDER
 DU0044_STAMPING: P 147 1960
 DU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0044+STABILITY: SURFACE MOTION
 DU0044
 DU0044  HISTORY     - Date     Condition        Report By
 DU0044  HISTORY     - 1960     MONUMENTED       CGS
 DU0044  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0044  HISTORY     - 1979     GOOD             NGS
 DU0044
 DU0044                          STATION DESCRIPTION
 DU0044
 DU0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0044'18.65 MI NE FROM SENECA.
 DU0044'ABOUT 18.65 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0044'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN
 DU0044'THE TOP OF A ROCK ON THE SOUTHEAST EDGE OF A DRAINAGE DITCH AND IN A
 DU0044'LARGE BED OF BOULDERS, 81 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DU0044'HIGHWAY, 150 FEET EAST OF THE SOUTHEAST END OF A 4-FOOT BY 5-FOOT BOX
 DU0044'CULVERT, 21 FEET NORTHWEST OF A FENCE, AND ABOUT 3 FEET ABOVE THE
 DU0044'LEVEL OF THE HIGHWAY.
 DU0044
 DU0044                          STATION RECOVERY (1976)
 DU0044
 DU0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0044'MARK NOT FOUND.
 DU0044
 DU0044                          STATION RECOVERY (1979)
 DU0044
 DU0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0044'12.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER
 DU0044'BRIDGE IN THE SALT RIVER CANYON, 0.25 MILE NORTHEAST OF MILE POST
 DU0044'305, SET IN THE TOP OF A ROCK ON THE SOUTHEAST EDGE OF A DRAINAGE
 DU0044'DITCH, 150 FEET EAST OF THE SOUTHEAST END OF A 4X5 FOOT BOX CONCRETE
 DU0044'CULVERT, 81 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 21
 DU0044'FEET NORTHWEST OF A RIGHT OF WAY FENCE.
 DU0044'THE MARK IS 1.7 FT  ESE FROM A WITNESS POST.
 DU0044'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0166 ***********************************************************************
 DU0166  DESIGNATION -  P 149
 DU0166  PID         -  DU0166
 DU0166  STATE/COUNTY-  AZ/GRAHAM
 DU0166  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0166
 DU0166                         *CURRENT SURVEY CONTROL
 DU0166  ___________________________________________________________________
 DU0166* NAD 83(1986)-  33 22 06.     (N)    110 06 11.     (W)     SCALED    
 DU0166* NAVD 88     -      1487.317  (meters)    4879.64   (feet)  ADJUSTED  
 DU0166  ___________________________________________________________________
 DU0166  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DU0166  DYNAMIC HT  -        1485.150 (meters)    4872.53  (feet)  COMP
 DU0166  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 DU0166
 DU0166  VERT ORDER  -  SECOND    CLASS 0
 DU0166
 DU0166.The horizontal coordinates were scaled from a topographic map and have
 DU0166.an estimated accuracy of +/- 6 seconds.
 DU0166
 DU0166.The orthometric height was determined by differential leveling
 DU0166.and adjusted in June 1991.
 DU0166
 DU0166.The geoid height was determined by GEOID03.
 DU0166
 DU0166.The dynamic height is computed by dividing the NAVD 88
 DU0166.geopotential number by the normal gravity value computed on the
 DU0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0166.degrees latitude (g = 980.6199 gals.).
 DU0166
 DU0166.The modeled gravity was interpolated from observed gravity values.
 DU0166
 DU0166;                    North         East    Units  Estimated Accuracy
 DU0166;SPC AZ E     -   262,600.      219,280.      MT  (+/- 180 meters Scaled)
 DU0166
 DU0166                          SUPERSEDED SURVEY CONTROL
 DU0166
 DU0166  NGVD 29 (??/??/92) 1486.599  (m)         4877.28   (f) ADJ UNCH    2 0
 DU0166
 DU0166.Superseded values are not recommended for survey control.
 DU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0166.See file dsdata.txt to determine how the superseded data were derived.
 DU0166
 DU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB834924(NAD 83)
 DU0166_MARKER: DB = BENCH MARK DISK
 DU0166_SETTING: 66 = SET IN ROCK OUTCROP
 DU0166_SP_SET: ROCK OUTCROP
 DU0166_STAMPING: P 149 1935
 DU0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0166+STABILITY: POSITION/ELEVATION WELL
 DU0166
 DU0166  HISTORY     - Date     Condition        Report By
 DU0166  HISTORY     - 1935     MONUMENTED       CGS
 DU0166  HISTORY     - 1961     GOOD             NGS
 DU0166
 DU0166                          STATION DESCRIPTION
 DU0166
 DU0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0166'4.7 MI W FROM ASH CREEK RANCH.
 DU0166'4.7 MILES WEST ALONG THE SAN CARLOS ROAD FROM ASH CREEK RANCH, GRAHAM
 DU0166'COUNTY, 105 FEET SOUTH OF A ROW OF POLES, 90 FEET EAST OF A WOODEN
 DU0166'BRIDGE, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF
 DU0166'A ROCK OUTCROP.  A STANDARD DISK STAMPED P 149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0093 ***********************************************************************
 DU0093  DESIGNATION -  P 15
 DU0093  PID         -  DU0093
 DU0093  STATE/COUNTY-  AZ/GRAHAM
 DU0093  USGS QUAD   -  GERONIMO (1989)
 DU0093
 DU0093                         *CURRENT SURVEY CONTROL
 DU0093  ___________________________________________________________________
 DU0093* NAD 83(1986)-  33 05 12.     (N)    110 03 50.     (W)     SCALED    
 DU0093* NAVD 88     -       813.754  (meters)    2669.79   (feet)  ADJUSTED  
 DU0093  ___________________________________________________________________
 DU0093  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0093  DYNAMIC HT  -         812.642 (meters)    2666.14  (feet)  COMP
 DU0093  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 DU0093
 DU0093  VERT ORDER  -  FIRST     CLASS II
 DU0093
 DU0093.The horizontal coordinates were scaled from a topographic map and have
 DU0093.an estimated accuracy of +/- 6 seconds.
 DU0093
 DU0093.The orthometric height was determined by differential leveling
 DU0093.and adjusted in June 1991.
 DU0093
 DU0093.The geoid height was determined by GEOID03.
 DU0093
 DU0093.The dynamic height is computed by dividing the NAVD 88
 DU0093.geopotential number by the normal gravity value computed on the
 DU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0093.degrees latitude (g = 980.6199 gals.).
 DU0093
 DU0093.The modeled gravity was interpolated from observed gravity values.
 DU0093
 DU0093;                    North         East    Units  Estimated Accuracy
 DU0093;SPC AZ E     -   231,370.      222,960.      MT  (+/- 180 meters Scaled)
 DU0093
 DU0093                          SUPERSEDED SURVEY CONTROL
 DU0093
 DU0093  NGVD 29 (??/??/92)  813.171  (m)         2667.88   (f) ADJ UNCH    1 2
 DU0093
 DU0093.Superseded values are not recommended for survey control.
 DU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0093.See file dsdata.txt to determine how the superseded data were derived.
 DU0093
 DU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB873612(NAD 83)
 DU0093_MARKER: DB = BENCH MARK DISK
 DU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0093_STAMPING: 2667.878 P 15 1933
 DU0093_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0093+STABILITY: SURFACE MOTION
 DU0093
 DU0093  HISTORY     - Date     Condition        Report By
 DU0093  HISTORY     - 1933     MONUMENTED       CGS
 DU0093  HISTORY     - 1979     GOOD             NGS
 DU0093
 DU0093                          STATION DESCRIPTION
 DU0093
 DU0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0093'1.9 MI NW FROM GERONIMO.
 DU0093'ON SOUTHERN PACIFIC RIGHT OF WAY, 4 FEET NORTHEAST OF MILEPOST 1166,
 DU0093'55 FEET NORTHEAST OF RAILROAD CENTERLINE.
 DU0093
 DU0093                          STATION RECOVERY (1979)
 DU0093
 DU0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0093'5.8 KILOMETERS (3.6 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU0093'POST OFFICE IN BYLAS, THENCE 0.3 KILOMETER (0.2 MILE) SOUTHWEST
 DU0093'ALONG A DIRT ROAD, THENCE 0.08 KILOMETER (0.05 MILE) NORTHWEST ALONG
 DU0093'A DIRT ROAD PARALLEL TO THE TRACKS, 14.0 METERS (46.0 FEET) NORTHEAST
 DU0093'OF THE NORTHEAST RAIL OF THE TRACKS, 3.5 METERS (11.5 FEET) SOUTHWEST
 DU0093'OF THE CENTERLINE OF THE DIRT ROAD AND 1.5 METERS (5 FEET) NORTHEAST
 DU0093'OF RAILROAD MILE POST 1166.
 DU0093'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU0093'THE MARK IS 1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0147 ***********************************************************************
 DU0147  DESIGNATION -  P 150
 DU0147  PID         -  DU0147
 DU0147  STATE/COUNTY-  AZ/GILA
 DU0147  USGS QUAD   -  BRONCO GULCH (1966)
 DU0147
 DU0147                         *CURRENT SURVEY CONTROL
 DU0147  ___________________________________________________________________
 DU0147* NAD 83(1986)-  33 28 38.     (N)    110 14 58.     (W)     SCALED    
 DU0147* NAVD 88     -      1311.882  (meters)    4304.07   (feet)  ADJUSTED  
 DU0147  ___________________________________________________________________
 DU0147  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DU0147  DYNAMIC HT  -        1310.033 (meters)    4298.00  (feet)  COMP
 DU0147  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 DU0147
 DU0147  VERT ORDER  -  SECOND    CLASS 0
 DU0147
 DU0147.The horizontal coordinates were scaled from a topographic map and have
 DU0147.an estimated accuracy of +/- 6 seconds.
 DU0147
 DU0147.The orthometric height was determined by differential leveling
 DU0147.and adjusted in June 1991.
 DU0147
 DU0147.Photographs are available for this station.
 DU0147
 DU0147.The geoid height was determined by GEOID03.
 DU0147
 DU0147.The dynamic height is computed by dividing the NAVD 88
 DU0147.geopotential number by the normal gravity value computed on the
 DU0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0147.degrees latitude (g = 980.6199 gals.).
 DU0147
 DU0147.The modeled gravity was interpolated from observed gravity values.
 DU0147
 DU0147;                    North         East    Units  Estimated Accuracy
 DU0147;SPC AZ E     -   274,680.      205,670.      MT  (+/- 180 meters Scaled)
 DU0147
 DU0147                          SUPERSEDED SURVEY CONTROL
 DU0147
 DU0147  NGVD 29 (??/??/92) 1311.230  (m)         4301.93   (f) ADJ UNCH    2 0
 DU0147
 DU0147.Superseded values are not recommended for survey control.
 DU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0147.See file dsdata.txt to determine how the superseded data were derived.
 DU0147
 DU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC697044(NAD 83)
 DU0147_MARKER: DB = BENCH MARK DISK
 DU0147_SETTING: 80 = SET IN A BOULDER
 DU0147_SP_SET: BOULDER
 DU0147_STAMPING: P 150 1935
 DU0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0147+STABILITY: SURFACE MOTION
 DU0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0147+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 DU0147
 DU0147  HISTORY     - Date     Condition        Report By
 DU0147  HISTORY     - 1935     MONUMENTED       CGS
 DU0147  HISTORY     - 1935     GOOD             NGS
 DU0147  HISTORY     - 20030423 GOOD             AZ-007
 DU0147
 DU0147                          STATION DESCRIPTION
 DU0147
 DU0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0147'3.9 MI NW FROM WARM SPRING.
 DU0147'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0147'COUNTY, 175 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 90 FEET
 DU0147'WEST OF THE CENTERLINE OF THE ROAD, 10 FEET HIGHER THAN THE ROADWAY,
 DU0147'AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED P 150 1935.
 DU0147
 DU0147                          STATION RECOVERY (2003)
 DU0147
 DU0147'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU0147'GO EAST 4.7 MILES EAST OF US 70 BRIDGE CROSSING SAN CARLOS RIVER TO MP
 DU0147'276.2. GO NORTHEAST ON BIA 8 ROAD TOWARD POINT-A-PINES 14.25 MILES.
 DU0147'GO NORTH ON RESERVATION RD 1500 PAST WARM SPRINGS 7.4 MILES TO
 DU0147'INTERSECTION WITH RESERVATION RD 1200. MONUMNET IS 150 FT SOUTHWEST OF
 DU0147'THE CENTER OF ROAD CROSSING, 90 FT NORTH OF THE CENTERLINE OF THE
 DU0147'ROAD, 10 FEET HIGHER THAN THE ROADWAY. MONUMENT IS IN A ROCK OUTCROP 6
 DU0147'INCHES ABOVE GROUND, COVERED WITH PRICKLY PEAR CACTUS.
 DU0147'NOTE- MONUMENT IS ON RESERVATION LAND. AN ACCESS PERMIT MUST BE ISSUED
 DU0147'BY THE TRIBAL OFFICES IN SAN CARLOS, AZ PRIOR TO WORK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0404 ***********************************************************************
 DT0404  DESIGNATION -  P 153
 DT0404  PID         -  DT0404
 DT0404  STATE/COUNTY-  AZ/GRAHAM
 DT0404  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0404
 DT0404                         *CURRENT SURVEY CONTROL
 DT0404  ___________________________________________________________________
 DT0404* NAD 83(1986)-  33 02 12.     (N)    109 42 10.     (W)     SCALED    
 DT0404* NAVD 88     -      1618.136  (meters)    5308.83   (feet)  ADJUSTED  
 DT0404  ___________________________________________________________________
 DT0404  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DT0404  DYNAMIC HT  -        1615.681 (meters)    5300.78  (feet)  COMP
 DT0404  MODELED GRAV-     979,063.2   (mgal)                       NAVD 88
 DT0404
 DT0404  VERT ORDER  -  SECOND    CLASS 0
 DT0404
 DT0404.The horizontal coordinates were scaled from a topographic map and have
 DT0404.an estimated accuracy of +/- 6 seconds.
 DT0404
 DT0404.The orthometric height was determined by differential leveling
 DT0404.and adjusted in June 1991.
 DT0404
 DT0404.The geoid height was determined by GEOID03.
 DT0404
 DT0404.The dynamic height is computed by dividing the NAVD 88
 DT0404.geopotential number by the normal gravity value computed on the
 DT0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0404.degrees latitude (g = 980.6199 gals.).
 DT0404
 DT0404.The modeled gravity was interpolated from observed gravity values.
 DT0404
 DT0404;                    North         East    Units  Estimated Accuracy
 DT0404;SPC AZ E     -   225,910.      256,690.      MT  (+/- 180 meters Scaled)
 DT0404
 DT0404                          SUPERSEDED SURVEY CONTROL
 DT0404
 DT0404  NGVD 29 (??/??/92) 1617.371  (m)         5306.32   (f) ADJ UNCH    2 0
 DT0404
 DT0404.Superseded values are not recommended for survey control.
 DT0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0404.See file dsdata.txt to determine how the superseded data were derived.
 DT0404
 DT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB211561(NAD 83)
 DT0404_MARKER: DB = BENCH MARK DISK
 DT0404_SETTING: 66 = SET IN ROCK OUTCROP
 DT0404_SP_SET: ROCK LEDGE
 DT0404_STAMPING: P 153 1935
 DT0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0404+STABILITY: POSITION/ELEVATION WELL
 DT0404
 DT0404  HISTORY     - Date     Condition        Report By
 DT0404  HISTORY     - 1935     MONUMENTED       CGS
 DT0404  HISTORY     - 1961     MARK NOT FOUND   USGS
 DT0404
 DT0404                          STATION DESCRIPTION
 DT0404
 DT0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0404'7.9 MI S FROM HAT RANCH PIMA RD FKS.
 DT0404'7.9 MI. S ALONG ROAD TO PIMA.  1.1 MI. S OF GATE ACROSS ROAD, 0.5 MI.
 DT0404'N OF CONC. WATER RESERVOIR AND 28 FT. E OF CENTERLINE OF ROAD.
 DT0404
 DT0404                          STATION RECOVERY (1961)
 DT0404
 DT0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DT0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0439 ***********************************************************************
 ES0439  DESIGNATION -  P 155
 ES0439  PID         -  ES0439
 ES0439  STATE/COUNTY-  AZ/YAVAPAI
 ES0439  USGS QUAD   -  BLOODY BASIN (1967)
 ES0439
 ES0439                         *CURRENT SURVEY CONTROL
 ES0439  ___________________________________________________________________
 ES0439* NAD 83(1986)-  34 10 39.     (N)    111 50 52.     (W)     SCALED    
 ES0439* NAVD 88     -      1000.67   (+/-2cm)    3283.0    (feet)  VERTCON   
 ES0439  ___________________________________________________________________
 ES0439  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 ES0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0439
 ES0439.The horizontal coordinates were scaled from a topographic map and have
 ES0439.an estimated accuracy of +/- 6 seconds.
 ES0439
 ES0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0439.The vertical order pertains to the NGVD 29 superseded value.
 ES0439
 ES0439.The geoid height was determined by GEOID03.
 ES0439
 ES0439;                    North         East    Units  Estimated Accuracy
 ES0439;SPC AZ C     -   352,340.      219,710.      MT  (+/- 180 meters Scaled)
 ES0439
 ES0439                          SUPERSEDED SURVEY CONTROL
 ES0439
 ES0439  NGVD 29 (??/??/92) 1000.000  (m)         3280.83   (f) ADJ UNCH    2 0
 ES0439
 ES0439.Superseded values are not recommended for survey control.
 ES0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0439.See file dsdata.txt to determine how the superseded data were derived.
 ES0439
 ES0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC218821(NAD 83)
 ES0439_MARKER: DB = BENCH MARK DISK
 ES0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0439_STAMPING: P 155 1935
 ES0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0439+STABILITY: SURFACE MOTION
 ES0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0439+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2008
 ES0439
 ES0439  HISTORY     - Date     Condition        Report By
 ES0439  HISTORY     - 1935     MONUMENTED       CGS
 ES0439  HISTORY     - 1952     GOOD             NGS
 ES0439  HISTORY     - 20081228 GOOD             GEOCAC
 ES0439
 ES0439                          STATION DESCRIPTION
 ES0439
 ES0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0439'26.9 MI SE FROM CORDES.
 ES0439'26.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0439'CORDES, 0.4 MILE NORTHWEST OF THE CROSSING OF A WIDE WASH, ABOUT 60
 ES0439'YARDS. NORTH OF A SWITCH BACK CURVE, ON THE OUTSIDE OF A CURVE ON THE
 ES0439'NORTHEAST SLOPE OF A ROUND BARREN POINT, 27 FEET NORTHEAST OF THE
 ES0439'CENTER LINE OF AND ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE
 ES0439'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ES0439
 ES0439                          STATION RECOVERY (2008)
 ES0439
 ES0439'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0439'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0439'34 10 39.5 (N)   111 50 52.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0224 ***********************************************************************
 DU0224  DESIGNATION -  P 16
 DU0224  PID         -  DU0224
 DU0224  STATE/COUNTY-  AZ/GILA
 DU0224  USGS QUAD   -  CUTTER (1979)
 DU0224
 DU0224                         *CURRENT SURVEY CONTROL
 DU0224  ___________________________________________________________________
 DU0224* NAD 83(1986)-  33 21 38.     (N)    110 41 54.     (W)     SCALED    
 DU0224* NAVD 88     -      1024.578  (meters)    3361.47   (feet)  ADJUSTED  
 DU0224  ___________________________________________________________________
 DU0224  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0224  DYNAMIC HT  -        1023.192 (meters)    3356.92  (feet)  COMP
 DU0224  MODELED GRAV-     979,249.5   (mgal)                       NAVD 88
 DU0224
 DU0224  VERT ORDER  -  FIRST     CLASS II
 DU0224
 DU0224.The horizontal coordinates were scaled from a topographic map and have
 DU0224.an estimated accuracy of +/- 6 seconds.
 DU0224
 DU0224.The orthometric height was determined by differential leveling
 DU0224.and adjusted in June 1991.
 DU0224
 DU0224.The geoid height was determined by GEOID03.
 DU0224
 DU0224.The dynamic height is computed by dividing the NAVD 88
 DU0224.geopotential number by the normal gravity value computed on the
 DU0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0224.degrees latitude (g = 980.6199 gals.).
 DU0224
 DU0224.The modeled gravity was interpolated from observed gravity values.
 DU0224
 DU0224;                    North         East    Units  Estimated Accuracy
 DU0224;SPC AZ E     -   261,860.      163,880.      MT  (+/- 180 meters Scaled)
 DU0224
 DU0224                          SUPERSEDED SURVEY CONTROL
 DU0224
 DU0224  NGVD 29 (??/??/92) 1023.975  (m)         3359.49   (f) ADJ UNCH    1 2
 DU0224
 DU0224.Superseded values are not recommended for survey control.
 DU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0224.See file dsdata.txt to determine how the superseded data were derived.
 DU0224
 DU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB280913(NAD 83)
 DU0224_MARKER: DB = BENCH MARK DISK
 DU0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0224_SP_SET: CULVERT
 DU0224_STAMPING: 3359.491 P 16 1933
 DU0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0224+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0224
 DU0224  HISTORY     - Date     Condition        Report By
 DU0224  HISTORY     - 1933     MONUMENTED       CGS
 DU0224  HISTORY     - 1979     GOOD             NGS
 DU0224  HISTORY     - 20060922 GOOD             GEOCAC
 DU0224  HISTORY     - 20081008 GOOD             GEOCAC
 DU0224
 DU0224                          STATION DESCRIPTION
 DU0224
 DU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0224'6.0 MI E FROM GLOBE.
 DU0224'ON SOUTHERN PACIFIC RIGHT OF WAY, 2.0 MILES WEST OF CUTTER SIDING, 0.3
 DU0224'MILES EAST OF MILEPOST 1216, 275 FEET NORTHEAST OF T-JUNCTION OF STATE
 DU0224'ROADS, 10 FEET SOUTHWEST OF RAILROAD CENTERLINE, ON CONCRETE DECK OF
 DU0224'RAILROAD CULVERT MARKED 1215.76.
 DU0224
 DU0224                          STATION RECOVERY (1979)
 DU0224
 DU0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0224'8.0 KILOMETERS (4.95 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU0224'THE NEW COUNTY COURTHOUSE IN GLOBE, ON THE SOUTHERN PACIFIC RAILWAY,
 DU0224'SET IN THE TOP CENTER OF THE SOUTHWEST HEADWALL OF A DOUBLE PIPE
 DU0224'CULVERT UNDER THE TRACKS, 70.1 METERS (230 FEET) NORTHEAST OF THE
 DU0224'CENTERLINE OF THE HIGHWAY, 3.6 METERS (12 FEET) NORTHWEST OF THE
 DU0224'EXTENDED CENTERLINE OF OLD WINKELMAN ROAD (A DIRT ROAD) AND 2.4
 DU0224'METERS (8 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS.
 DU0224'THE MARK IS 2 M ABOVE THE HIGHWAY.
 DU0224
 DU0224                          STATION RECOVERY (2006)
 DU0224
 DU0224'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0224'RECOVERED IN GOOD CONDITION.
 DU0224
 DU0224                          STATION RECOVERY (2008)
 DU0224
 DU0224'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0224'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0224'21.633' W110  41.905'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0366 ***********************************************************************
 DU0366  DESIGNATION -  P 17 RESET
 DU0366  PID         -  DU0366
 DU0366  STATE/COUNTY-  AZ/GILA
 DU0366  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0366
 DU0366                         *CURRENT SURVEY CONTROL
 DU0366  ___________________________________________________________________
 DU0366* NAD 83(1986)-  33 40 04.     (N)    111 08 04.     (W)     SCALED    
 DU0366* NAVD 88     -       675.921  (meters)    2217.58   (feet)  ADJUSTED  
 DU0366  ___________________________________________________________________
 DU0366  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU0366  DYNAMIC HT  -         675.052 (meters)    2214.73  (feet)  COMP
 DU0366  MODELED GRAV-     979,330.8   (mgal)                       NAVD 88
 DU0366
 DU0366  VERT ORDER  -  FIRST     CLASS II
 DU0366
 DU0366.The horizontal coordinates were scaled from a topographic map and have
 DU0366.an estimated accuracy of +/- 6 seconds.
 DU0366
 DU0366.The orthometric height was determined by differential leveling
 DU0366.and adjusted in June 1991.
 DU0366
 DU0366.The geoid height was determined by GEOID03.
 DU0366
 DU0366.The dynamic height is computed by dividing the NAVD 88
 DU0366.geopotential number by the normal gravity value computed on the
 DU0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0366.degrees latitude (g = 980.6199 gals.).
 DU0366
 DU0366.The modeled gravity was interpolated from observed gravity values.
 DU0366
 DU0366;                    North         East    Units  Estimated Accuracy
 DU0366;SPC AZ E     -   296,230.      123,610.      MT  (+/- 180 meters Scaled)
 DU0366
 DU0366                          SUPERSEDED SURVEY CONTROL
 DU0366
 DU0366  NGVD 29 (??/??/??)  675.24   (m)         2215.3    (f) RESET       3  
 DU0366
 DU0366.Superseded values are not recommended for survey control.
 DU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0366.See file dsdata.txt to determine how the superseded data were derived.
 DU0366
 DU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC875253(NAD 83)
 DU0366_MARKER: DD = SURVEY DISK
 DU0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0366_SP_SET: CONCRETE POST
 DU0366_STAMPING: 2215.335 P 17 RESET 1958
 DU0366_MARK LOGO: AZHD  
 DU0366_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0366+STABILITY: SURFACE MOTION
 DU0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0366+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU0366
 DU0366  HISTORY     - Date     Condition        Report By
 DU0366  HISTORY     - 1958     MONUMENTED       AZHD
 DU0366  HISTORY     - 1967     GOOD             NGS
 DU0366  HISTORY     - 1979     GOOD             NGS
 DU0366  HISTORY     - 19891121 GOOD             LOCENG
 DU0366  HISTORY     - 19980701 GOOD             AZDT
 DU0366  HISTORY     - 20040328 GOOD             USPSQD
 DU0366  HISTORY     - 20050529 GOOD             USPSQD
 DU0366  HISTORY     - 20070506 GOOD             GEOCAC
 DU0366
 DU0366                          STATION DESCRIPTION
 DU0366
 DU0366'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1958
 DU0366'IN ROOSEVELT.
 DU0366'AT ROOSEVELT, GILA COUNTY, ON THE APACHE TRAIL HIGHWAY, 145 FEET NORTH
 DU0366'OF THE POST OFFICE, 50 FEET NORTHEAST OF THE CENTERLINE OF THE
 DU0366'HIGHWAY, 30 FEET SOUTHEAST OF A HIGHWAY R/W MARKER.  A STANDARD DISK,
 DU0366'STAMPED 2215.335 P 17 RESET 1958 AND SET IN THE TOP OF A CONCRETE POST
 DU0366'PROJECTING 8 INCHES ABOVE GROUND.
 DU0366
 DU0366                          STATION RECOVERY (1967)
 DU0366
 DU0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0366'RECOVERED IN GOOD CONDITION.
 DU0366
 DU0366                          STATION RECOVERY (1979)
 DU0366
 DU0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0366'IN ROOSEVELT, ACROSS THE HIGHWAY FROM THE LAKEVIEW MOBILE HOME
 DU0366'PARK, 0.1 MILE NORTHEAST OF THE POST OFFICE, 139 FEET NORTHEAST
 DU0366'AND ACROSS THE HIGHWAY FROM UTILITY POLE NUMBER 667, 94 FEET
 DU0366'EAST OF THE CENTER OF A GRAVEL ROAD LEADING NORTHEAST, 46.4
 DU0366'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 11 FEET SOUTH OF
 DU0366'A FENCE.
 DU0366'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0366
 DU0366                          STATION RECOVERY (1989)
 DU0366
 DU0366'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 DU0366'RECOVERED IN GOOD CONDITION.
 DU0366
 DU0366                          STATION RECOVERY (1998)
 DU0366
 DU0366'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU0366'RECOVERED AS DESCRIBED.
 DU0366
 DU0366                          STATION RECOVERY (2004)
 DU0366
 DU0366'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0366'RECOVERED AS DESCRIBED.
 DU0366
 DU0366                          STATION RECOVERY (2005)
 DU0366
 DU0366'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU0366'RECOVERED AS DESCRIBED.
 DU0366
 DU0366                          STATION RECOVERY (2007)
 DU0366
 DU0366'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2382 ***********************************************************************
 DU2382  DESIGNATION -  P 17 RESET
 DU2382  PID         -  DU2382
 DU2382  STATE/COUNTY-  AZ/GILA
 DU2382  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU2382
 DU2382                         *CURRENT SURVEY CONTROL
 DU2382  ___________________________________________________________________
 DU2382* NAD 83(1986)-  33 40 04.     (N)    111 08 04.     (W)     SCALED    
 DU2382* NAVD 88     -       697.19   (meters)    2287.4    (feet)  RESET     
 DU2382  ___________________________________________________________________
 DU2382  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU2382  VERT ORDER  -  THIRD
 DU2382
 DU2382.The horizontal coordinates were scaled from a topographic map and have
 DU2382.an estimated accuracy of +/- 6 seconds.
 DU2382
 DU2382.The orthometric height was computed from unverified reset data.
 DU2382
 DU2382.The geoid height was determined by GEOID03.
 DU2382
 DU2382;                    North         East    Units  Estimated Accuracy
 DU2382;SPC AZ E     -   296,230.      123,610.      MT  (+/- 180 meters Scaled)
 DU2382
 DU2382                          SUPERSEDED SURVEY CONTROL
 DU2382
 DU2382  NGVD 29 (03/28/06)  696.50   (m)         2285.1    (f) RESET       3  
 DU2382
 DU2382.Superseded values are not recommended for survey control.
 DU2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2382.See file dsdata.txt to determine how the superseded data were derived.
 DU2382
 DU2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC875253(NAD 83)
 DU2382_MARKER: DV = VERTICAL CONTROL DISK
 DU2382_SETTING: 80 = SET IN A BOULDER
 DU2382_SP_SET: BOULDER
 DU2382_STAMPING: P 17 RESET 1989
 DU2382_MARK LOGO: NGS   
 DU2382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2382+STABILITY: SURFACE MOTION
 DU2382
 DU2382  HISTORY     - Date     Condition        Report By
 DU2382  HISTORY     - 1989     MONUMENTED       LOCENG
 DU2382
 DU2382                          STATION DESCRIPTION
 DU2382
 DU2382'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 DU2382'FROM THE JUNCTION OF MAIN STREET AND STATE ROAD 88 IN ROOSEVELT
 DU2382'PROCEED WEST ON STATE ROAD 88 FOR 0.06 MILE (0.10 KM) TO STATION ON
 DU2382'LEFT AT CENTERLINE STATION 1717+00 RIGHT OF NEW HIGHWAY CONSTRUCTION
 DU2382'AT MILEPOST 243.8, 4 FEET (1.2 M) NORTHWEST OF RIGHT OF WAY FENCE FOR
 DU2382'NEW STATE ROAD 88, 1.5 FEET (0.5 M) NORTH-NORTHWEST OF WITNESS POST
 DU2382'AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0289 ***********************************************************************
 CZ0289  DESIGNATION -  P 18
 CZ0289  PID         -  CZ0289
 CZ0289  STATE/COUNTY-  AZ/PINAL
 CZ0289  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ0289
 CZ0289                         *CURRENT SURVEY CONTROL
 CZ0289  ___________________________________________________________________
 CZ0289* NAD 83(1986)-  32 50 26.     (N)    110 42 40.     (W)     SCALED    
 CZ0289* NAVD 88     -       663.08   (+/-2cm)    2175.5    (feet)  VERTCON   
 CZ0289  ___________________________________________________________________
 CZ0289  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CZ0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0289
 CZ0289.The horizontal coordinates were scaled from a topographic map and have
 CZ0289.an estimated accuracy of +/- 6 seconds.
 CZ0289
 CZ0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0289.The vertical order pertains to the NGVD 29 superseded value.
 CZ0289
 CZ0289.The geoid height was determined by GEOID03.
 CZ0289
 CZ0289;                    North         East    Units  Estimated Accuracy
 CZ0289;SPC AZ C     -   204,710.      326,220.      MT  (+/- 180 meters Scaled)
 CZ0289
 CZ0289                          SUPERSEDED SURVEY CONTROL
 CZ0289
 CZ0289  NGVD 29 (??/??/92)  662.460  (m)         2173.42   (f) ADJ UNCH    2 0
 CZ0289
 CZ0289.Superseded values are not recommended for survey control.
 CZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0289.See file dsdata.txt to determine how the superseded data were derived.
 CZ0289
 CZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB270336(NAD 83)
 CZ0289_MARKER: DB = BENCH MARK DISK
 CZ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0289_STAMPING: 2173.503 P 18 1933
 CZ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0289+STABILITY: SURFACE MOTION
 CZ0289
 CZ0289  HISTORY     - Date     Condition        Report By
 CZ0289  HISTORY     - 1933     MONUMENTED       CGS
 CZ0289  HISTORY     - 1934     GOOD             NGS
 CZ0289
 CZ0289                          STATION DESCRIPTION
 CZ0289
 CZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0289'9.9 MI NW FROM MAMMOTH.
 CZ0289'9.9 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0289'AT BARKER RANCH, 500 FEET NORTHWEST OF ARAVAIPA CREEK, ON A FLAT, AND
 CZ0289'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CZ0289'STAMPED 2173.503 P 18 1933 AND SET IN THE TOP OF A CONCRETE POST
 CZ0289'PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0067 ***********************************************************************
 FR0067  DESIGNATION -  P 2 RESET
 FR0067  PID         -  FR0067
 FR0067  STATE/COUNTY-  AZ/YAVAPAI
 FR0067  USGS QUAD   -  ASH FORK (1979)
 FR0067
 FR0067                         *CURRENT SURVEY CONTROL
 FR0067  ___________________________________________________________________
 FR0067* NAD 83(1986)-  35 13 33.     (N)    112 29 17.     (W)     SCALED    
 FR0067* NAVD 88     -      1569.323  (meters)    5148.69   (feet)  ADJUSTED  
 FR0067  ___________________________________________________________________
 FR0067  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 FR0067  DYNAMIC HT  -        1567.261 (meters)    5141.92  (feet)  COMP
 FR0067  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 FR0067
 FR0067  VERT ORDER  -  FIRST     CLASS II
 FR0067
 FR0067.The horizontal coordinates were scaled from a topographic map and have
 FR0067.an estimated accuracy of +/- 6 seconds.
 FR0067
 FR0067.The orthometric height was determined by differential leveling
 FR0067.and adjusted in June 1991.
 FR0067
 FR0067.The geoid height was determined by GEOID03.
 FR0067
 FR0067.The dynamic height is computed by dividing the NAVD 88
 FR0067.geopotential number by the normal gravity value computed on the
 FR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0067.degrees latitude (g = 980.6199 gals.).
 FR0067
 FR0067.The modeled gravity was interpolated from observed gravity values.
 FR0067
 FR0067;                    North         East    Units  Estimated Accuracy
 FR0067;SPC AZ C     -   468,780.      161,350.      MT  (+/- 180 meters Scaled)
 FR0067
 FR0067                          SUPERSEDED SURVEY CONTROL
 FR0067
 FR0067.No superseded survey control is available for this station.
 FR0067
 FR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD645991(NAD 83)
 FR0067_MARKER: DB = BENCH MARK DISK
 FR0067_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FR0067_STAMPING: P 2 RESET 1973
 FR0067_MARK LOGO: NGS   
 FR0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0067+STABILITY: SURFACE MOTION
 FR0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FR0067+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 FR0067
 FR0067  HISTORY     - Date     Condition        Report By
 FR0067  HISTORY     - 1973     MONUMENTED       NGS
 FR0067  HISTORY     - 1982     GOOD             NGS
 FR0067  HISTORY     - 20060510 GOOD             GEOCAC
 FR0067
 FR0067                          STATION DESCRIPTION
 FR0067
 FR0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FR0067'IN ASH FORK.
 FR0067'AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN ASH FORK, SET
 FR0067'VERTICALLY IN THE NORTH FACE OF THE FREIGHT DEPOT.  1 FOOT WEST OF THE
 FR0067'NORTHEAST CORNER OF THE BUILDING.
 FR0067
 FR0067                          STATION RECOVERY (1982)
 FR0067
 FR0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0067'1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0067'US HIGHWAY 89 IN ASH FORK, THENCE 1.0 KM (0.6 MI) SOUTH ALONG EIGHT
 FR0067'STREET, AT THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD STATION IN ASH
 FR0067'FORK, SET VERTICALLY IN THE NORTH FACE, 0.15 METER (0.6 FT) WEST OF
 FR0067'THE NORTHEAST CORNER AND 2 FEET ABOVE THE GROUND, 19.2 METERS (63 FT)
 FR0067'SOUTH OF THE SOUTH RAIL.
 FR0067'THE MARK IS 1 M ABOVE THE RAILS.
 FR0067
 FR0067                          STATION RECOVERY (2006)
 FR0067
 FR0067'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 FR0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0387 ***********************************************************************
 DU0387  DESIGNATION -  P 20
 DU0387  PID         -  DU0387
 DU0387  STATE/COUNTY-  AZ/GILA
 DU0387  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0387
 DU0387                         *CURRENT SURVEY CONTROL
 DU0387  ___________________________________________________________________
 DU0387* NAD 83(1986)-  33 58 58.     (N)    111 18 22.     (W)     SCALED    
 DU0387* NAVD 88     -       868.116  (meters)    2848.14   (feet)  ADJUSTED  
 DU0387  ___________________________________________________________________
 DU0387  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DU0387  DYNAMIC HT  -         867.011 (meters)    2844.52  (feet)  COMP
 DU0387  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 DU0387
 DU0387  VERT ORDER  -  FIRST     CLASS II
 DU0387
 DU0387.The horizontal coordinates were scaled from a topographic map and have
 DU0387.an estimated accuracy of +/- 6 seconds.
 DU0387
 DU0387.The orthometric height was determined by differential leveling
 DU0387.and adjusted in June 1991.
 DU0387
 DU0387.The geoid height was determined by GEOID03.
 DU0387
 DU0387.The dynamic height is computed by dividing the NAVD 88
 DU0387.geopotential number by the normal gravity value computed on the
 DU0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0387.degrees latitude (g = 980.6199 gals.).
 DU0387
 DU0387.The modeled gravity was interpolated from observed gravity values.
 DU0387
 DU0387;                    North         East    Units  Estimated Accuracy
 DU0387;SPC AZ E     -   331,330.      108,080.      MT  (+/- 180 meters Scaled)
 DU0387
 DU0387                          SUPERSEDED SURVEY CONTROL
 DU0387
 DU0387  NGVD 29 (??/??/92)  867.503  (m)         2846.13   (f) ADJ UNCH    1 2
 DU0387
 DU0387.Superseded values are not recommended for survey control.
 DU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0387.See file dsdata.txt to determine how the superseded data were derived.
 DU0387
 DU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC717602(NAD 83)
 DU0387_MARKER: DB = BENCH MARK DISK
 DU0387_SETTING: 66 = SET IN ROCK OUTCROP
 DU0387_SP_SET: SANDSTONE
 DU0387_STAMPING: 2846.133 P 20 1933
 DU0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0387+STABILITY: POSITION/ELEVATION WELL
 DU0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0387+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2007
 DU0387
 DU0387  HISTORY     - Date     Condition        Report By
 DU0387  HISTORY     - 1933     MONUMENTED       CGS
 DU0387  HISTORY     - 1934     GOOD             NGS
 DU0387  HISTORY     - 1982     MARK NOT FOUND   NGS
 DU0387  HISTORY     - 20070217 GOOD             GEOCAC
 DU0387
 DU0387                          STATION DESCRIPTION
 DU0387
 DU0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0387'9.5 MI N FROM TONTO BASIN.
 DU0387'9.5 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0387'GILA COUNTY, AT THE SUMMIT OF THE GRADE ON TONTO HILL, 75 FEET
 DU0387'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN A SANDSTONE LEDGE, 10
 DU0387'FEET SOUTHWEST OF THE HIGHEST POINT, AND 3 FEET BELOW THE HIGHEST
 DU0387'POINT.  A STANDARD DISK, STAMPED 2846.133 P 20 1933.
 DU0387
 DU0387                          STATION RECOVERY (1982)
 DU0387
 DU0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DU0387'NOT RECOVERED.
 DU0387
 DU0387                          STATION RECOVERY (2007)
 DU0387
 DU0387'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0429 ***********************************************************************
 DU0429  DESIGNATION -  P 21
 DU0429  PID         -  DU0429
 DU0429  STATE/COUNTY-  AZ/MARICOPA
 DU0429  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0429
 DU0429                         *CURRENT SURVEY CONTROL
 DU0429  ___________________________________________________________________
 DU0429* NAD 83(1986)-  33 31 52.     (N)    111 21 59.     (W)     SCALED    
 DU0429* NAVD 88     -       653.93   (+/-2cm)    2145.4    (feet)  VERTCON   
 DU0429  ___________________________________________________________________
 DU0429  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DU0429  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0429
 DU0429.The horizontal coordinates were scaled from a topographic map and have
 DU0429.an estimated accuracy of +/- 6 seconds.
 DU0429
 DU0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0429.The vertical order pertains to the NGVD 29 superseded value.
 DU0429
 DU0429.The geoid height was determined by GEOID03.
 DU0429
 DU0429;                    North         East    Units  Estimated Accuracy
 DU0429;SPC AZ C     -   280,790.      264,470.      MT  (+/- 180 meters Scaled)
 DU0429
 DU0429                          SUPERSEDED SURVEY CONTROL
 DU0429
 DU0429  NGVD 29 (??/??/92)  653.302  (m)         2143.38   (f) ADJ UNCH    1 2
 DU0429
 DU0429.Superseded values are not recommended for survey control.
 DU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0429.See file dsdata.txt to determine how the superseded data were derived.
 DU0429
 DU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC659102(NAD 83)
 DU0429_MARKER: DB = BENCH MARK DISK
 DU0429_SETTING: 66 = SET IN ROCK OUTCROP
 DU0429_SP_SET: ROCK LEDGE
 DU0429_STAMPING: P 21 1933
 DU0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0429+STABILITY: POSITION/ELEVATION WELL
 DU0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0429+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0429
 DU0429  HISTORY     - Date     Condition        Report By
 DU0429  HISTORY     - 1933     MONUMENTED       CGS
 DU0429  HISTORY     - 1948     GOOD             NGS
 DU0429  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DU0429  HISTORY     - 20081008 GOOD             GEOCAC
 DU0429
 DU0429                          STATION DESCRIPTION
 DU0429
 DU0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0429'2.8 MI NE FROM TORTILLA FLAT.
 DU0429'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0429'TORTILLA FLAT, 0.4 MILE EAST OF THE BRIDGE OVER ASH CREEK, 250 FEET
 DU0429'NORTH OF MILE POST 24-36, 85.0 FEET NORTH OF THE CENTER LINE OF THE
 DU0429'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY LEVEL, SET IN THE TOP OF A LEDGE
 DU0429'OF VOLCANIC ROCK ON A RIDGE AT A HAIRPIN CURVE AND ABOUT 6.0 FEET
 DU0429'ABOVE THE GROUND.
 DU0429
 DU0429                          STATION RECOVERY (1980)
 DU0429
 DU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0429'NOT RECOVERED. NOTE-MARK NOT SEARCHED FOR DUE TO IT BEING ON THE
 DU0429'OTHER SIDE OF A DEEP GULTCH, NOT LEVELED TO THIS SURVEY DUE TO ITS
 DU0429'INACCESSIBILITY.
 DU0429
 DU0429                          STATION RECOVERY (2008)
 DU0429
 DU0429'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0429'RECOVERED IN GOOD CONDITION.  THE 1948 DESCRIPTION APPARENTLY REFERS
 DU0429'TO THE OLD ROUTE OF
 DU0429'HIGHWAY 88 WHICH IS STILL SHOWN ON TOPOGRAPHICAL MAP AS A JEEP TRAIL.
 DU0429'AT THE SITE OF THE MARK
 DU0429'THE OLD ROADBED AND REFERENCED HAIRPIN TURN ARE NOT DISCERNIBLE.  THE
 DU0429'LEDGE OF VOLCANIC ROCK
 DU0429'THE MARK IS SET IN IS NOW FLUSH WITH THE SURROUNDING AREA.  THE MARK
 DU0429'IS BELOW A SMALL PALO
 DU0429'VERDE TREE AND IS APPROXIMATELY .1 MILES SOUTH OF THE CURRENT LOCATION
 DU0429'OF HIGHWAY 88.
 DU0429'HANDHELD GPSR INDICATED COORDINATES OF N 33 31.870' W 111 22.003'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0789 ***********************************************************************
 DU0789  DESIGNATION -  P 22
 DU0789  PID         -  DU0789
 DU0789  STATE/COUNTY-  AZ/MARICOPA
 DU0789  USGS QUAD   -  TEMPE (1982)
 DU0789
 DU0789                         *CURRENT SURVEY CONTROL
 DU0789  ___________________________________________________________________
 DU0789* NAD 83(1986)-  33 25 46.     (N)    111 56 25.     (W)     SCALED    
 DU0789* NAVD 88     -       355.71   (+/-2cm)    1167.0    (feet)  VERTCON   
 DU0789  ___________________________________________________________________
 DU0789  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0789
 DU0789.The horizontal coordinates were scaled from a topographic map and have
 DU0789.an estimated accuracy of +/- 6 seconds.
 DU0789
 DU0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0789.The vertical order pertains to the NGVD 29 superseded value.
 DU0789
 DU0789.The geoid height was determined by GEOID03.
 DU0789
 DU0789;                    North         East    Units  Estimated Accuracy
 DU0789;SPC AZ C     -   269,380.      211,160.      MT  (+/- 180 meters Scaled)
 DU0789
 DU0789                          SUPERSEDED SURVEY CONTROL
 DU0789
 DU0789  NGVD 29 (??/??/92)  355.08   (m)         1165.0    (f) COMPUTED    2 0
 DU0789
 DU0789.Superseded values are not recommended for survey control.
 DU0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0789.See file dsdata.txt to determine how the superseded data were derived.
 DU0789
 DU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB125992(NAD 83)
 DU0789_MARKER: DB = BENCH MARK DISK
 DU0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0789_SP_SET: WALK
 DU0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0789
 DU0789  HISTORY     - Date     Condition        Report By
 DU0789  HISTORY     - UNK      MONUMENTED       CGS
 DU0789  HISTORY     - 1933     GOOD             NGS
 DU0789  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 DU0789  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU0789
 DU0789                          STATION DESCRIPTION
 DU0789
 DU0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0789'IN TEMPE.
 DU0789'AT CITY HALL, ON TOP OF NORTHEAST CORNER OF CONCRETE WALK AROUND
 DU0789'BUILDING.
 DU0789
 DU0789                          STATION RECOVERY (2004)
 DU0789
 DU0789'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0789'MARK NOT FOUND.
 DU0789
 DU0789                          STATION RECOVERY (2007)
 DU0789
 DU0789'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0789'THE LISTED CO-ORDINATES ARE OFF A BIT.
 DU0789'THE CITY HALL HAS ALWAYS BEEN AT OR NEAR N 33  25.522 W 111  56.283.
 DU0789'THE OLD CITY HALL WAS TORN DOWN IN 1960, AND A NEW STRUCTURE BUILT ON
 DU0789'THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0790 ***********************************************************************
 DU0790  DESIGNATION -  P 22 RESET
 DU0790  PID         -  DU0790
 DU0790  STATE/COUNTY-  AZ/MARICOPA
 DU0790  USGS QUAD   -  TEMPE (1982)
 DU0790
 DU0790                         *CURRENT SURVEY CONTROL
 DU0790  ___________________________________________________________________
 DU0790* NAD 83(1986)-  33 25 46.     (N)    111 56 25.     (W)     SCALED    
 DU0790* NAVD 88     -       357.72   (+/-2cm)    1173.6    (feet)  VERTCON   
 DU0790  ___________________________________________________________________
 DU0790  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0790  VERT ORDER  -  THIRD (See Below)
 DU0790
 DU0790.The horizontal coordinates were scaled from a topographic map and have
 DU0790.an estimated accuracy of +/- 6 seconds.
 DU0790
 DU0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0790.The vertical order pertains to the NGVD 29 superseded value.
 DU0790
 DU0790.The geoid height was determined by GEOID03.
 DU0790
 DU0790;                    North         East    Units  Estimated Accuracy
 DU0790;SPC AZ C     -   269,380.      211,160.      MT  (+/- 180 meters Scaled)
 DU0790
 DU0790                          SUPERSEDED SURVEY CONTROL
 DU0790
 DU0790  NGVD 29 (??/??/??)  357.08   (m)         1171.5    (f) RESET       3  
 DU0790
 DU0790.Superseded values are not recommended for survey control.
 DU0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0790.See file dsdata.txt to determine how the superseded data were derived.
 DU0790
 DU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB125992(NAD 83)
 DU0790_MARKER: DB = BENCH MARK DISK
 DU0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0790_SP_SET: FLOOR
 DU0790_STAMPING: P 22 RESET 1940
 DU0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0790
 DU0790  HISTORY     - Date     Condition        Report By
 DU0790  HISTORY     - 1940     MONUMENTED       USGS
 DU0790  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0790  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU0790
 DU0790                          STATION DESCRIPTION
 DU0790
 DU0790'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 DU0790'IN TEMPE.
 DU0790'AT TEMPE, MARICOPA COUNTY, AT THE CITY HALL, IN THE CONCRETE FLOOR OF
 DU0790'THE PORCH, AND 1 FOOT NORTH OF THE FRONT ENTRANCE.  A STANDARD DISK,
 DU0790'STAMPED P 22 RESET 1940.
 DU0790
 DU0790                          STATION RECOVERY (1992)
 DU0790
 DU0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0790'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU0790
 DU0790                          STATION RECOVERY (2007)
 DU0790
 DU0790'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0790'THE LISTED CO-ORDINATES ARE OFF A BIT.
 DU0790'THE CITY HALL HAS ALWAYS BEEN AT OR NEAR N 33  25.522 W 111  56.283.
 DU0790'THE OLD CITY HALL WAS TORN DOWN IN 1960, AND A NEW STRUCTURE BUILT ON
 DU0790'THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1002 ***********************************************************************
 DV1002  DESIGNATION -  P 25
 DV1002  PID         -  DV1002
 DV1002  STATE/COUNTY-  AZ/LA PAZ
 DV1002  USGS QUAD   -  SOCORRO PEAK (1989)
 DV1002
 DV1002                         *CURRENT SURVEY CONTROL
 DV1002  ___________________________________________________________________
 DV1002* NAD 83(1986)-  33 50 29.     (N)    113 29 45.     (W)     SCALED    
 DV1002* NAVD 88     -       586.57   (+/-2cm)    1924.4    (feet)  VERTCON   
 DV1002  ___________________________________________________________________
 DV1002  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1002
 DV1002.The horizontal coordinates were scaled from a topographic map and have
 DV1002.an estimated accuracy of +/- 6 seconds.
 DV1002
 DV1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1002.The vertical order pertains to the NGVD 29 superseded value.
 DV1002
 DV1002.The geoid height was determined by GEOID03.
 DV1002
 DV1002;                    North         East    Units  Estimated Accuracy
 DV1002;SPC AZ W     -   315,100.      236,880.      MT  (+/- 180 meters Scaled)
 DV1002
 DV1002                          SUPERSEDED SURVEY CONTROL
 DV1002
 DV1002  NGVD 29 (??/??/92)  585.885  (m)         1922.19   (f) ADJ UNCH    2 0
 DV1002
 DV1002.Superseded values are not recommended for survey control.
 DV1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1002.See file dsdata.txt to determine how the superseded data were derived.
 DV1002
 DV1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC690473(NAD 83)
 DV1002_MARKER: DB = BENCH MARK DISK
 DV1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1002_STAMPING: P 25 1933
 DV1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1002+STABILITY: SURFACE MOTION
 DV1002
 DV1002  HISTORY     - Date     Condition        Report By
 DV1002  HISTORY     - 1933     MONUMENTED       CGS
 DV1002  HISTORY     - 1934     GOOD             NGS
 DV1002
 DV1002                          STATION DESCRIPTION
 DV1002
 DV1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1002'2.8 MI E FROM WENDEN.
 DV1002'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV1002'WENDEN, YUMA COUNTY, 2.0 MILES WEST OF THE SIDING AT LOVE, 30 FEET
 DV1002'NORTH OF MILEPOST 42, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 DV1002'AND 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DV1002'STAMPED P 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0637 ***********************************************************************
 FS0637  DESIGNATION -  P 253
 FS0637  PID         -  FS0637
 FS0637  STATE/COUNTY-  AZ/MOHAVE
 FS0637  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0637
 FS0637                         *CURRENT SURVEY CONTROL
 FS0637  ___________________________________________________________________
 FS0637* NAD 83(2007)-  35 29 59.72591(N)    114 32 37.25151(W)     ADJUSTED  
 FS0637* NAVD 88     -       737.847  (meters)    2420.75   (feet)  POSTED    
 FS0637  ___________________________________________________________________
 FS0637  EPOCH DATE  -        2007.00
 FS0637  X           -  -2,159,593.448 (meters)                     COMP
 FS0637  Y           -  -4,729,237.435 (meters)                     COMP
 FS0637  Z           -   3,683,572.753 (meters)                     COMP
 FS0637  LAPLACE CORR-           9.61  (seconds)                    DEFLEC99
 FS0637  ELLIP HEIGHT-         708.887 (meters)          (03/02/09) ADJUSTED
 FS0637  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FS0637  DYNAMIC HT  -         737.040 (meters)    2418.11  (feet)  COMP
 FS0637  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 FS0637
 FS0637  HORZ ORDER  -  A
 FS0637  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0637  ELLP ORDER  -  FOURTH    CLASS I
 FS0637
 FS0637.The horizontal coordinates were established by GPS observations
 FS0637.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS0637
 FS0637.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0637.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0637.The horizontal coordinates are valid at the epoch date displayed above.
 FS0637.The epoch date for horizontal control is a decimal equivalence
 FS0637.of Year/Month/Day.
 FS0637
 FS0637.The orthometric height was determined by differential leveling
 FS0637.and adjusted by the  in 1992.
 FS0637.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0637.rate of 1.1 thru 2.0 mm/km.
 FS0637
 FS0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0637
 FS0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0637
 FS0637.The ellipsoidal height was determined by GPS observations
 FS0637.and is referenced to NAD 83.
 FS0637
 FS0637.The geoid height was determined by GEOID03.
 FS0637
 FS0637.The dynamic height is computed by dividing the NAVD 88
 FS0637.geopotential number by the normal gravity value computed on the
 FS0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0637.degrees latitude (g = 980.6199 gals.).
 FS0637
 FS0637.The modeled gravity was interpolated from observed gravity values.
 FS0637
 FS0637;                    North         East     Units Scale Factor Converg.
 FS0637;SPC AZ W     -   499,339.063   141,353.784   MT  0.99999721   -0 27 39.3
 FS0637;SPC AZ W     - 1,638,251.52    463,759.13   iFT  0.99999721   -0 27 39.3
 FS0637;UTM  11      - 3,931,259.256   722,793.804   MT  1.00021173   +1 25 37.1
 FS0637
 FS0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0637!SPC AZ W     -   0.99988875  x   0.99999721  =   0.99988596
 FS0637!UTM  11      -   0.99988875  x   1.00021173  =   1.00010045
 FS0637
 FS0637                          SUPERSEDED SURVEY CONTROL
 FS0637
 FS0637  NAVD 88 (03/02/09)  737.85   (m)         2420.8    (f) LEVELING    3  
 FS0637  NGVD 29 (??/??/92)  737.096  (m)         2418.29   (f) ADJ UNCH    1 2
 FS0637
 FS0637.Superseded values are not recommended for survey control.
 FS0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0637.See file dsdata.txt to determine how the superseded data were derived.
 FS0637
 FS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2279431259(NAD 83)
 FS0637_MARKER: DB = BENCH MARK DISK
 FS0637_SETTING: 66 = SET IN ROCK OUTCROP
 FS0637_SP_SET: ROCK OUTCROP
 FS0637_STAMPING: P 253 1940
 FS0637_MARK LOGO: CGS   
 FS0637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0637+STABILITY: POSITION/ELEVATION WELL
 FS0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0637+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 FS0637
 FS0637  HISTORY     - Date     Condition        Report By
 FS0637  HISTORY     - 1940     MONUMENTED       CGS
 FS0637  HISTORY     - 1950     GOOD             NGS
 FS0637  HISTORY     - 1957     MARK NOT FOUND   NGS
 FS0637  HISTORY     - 19870326 GOOD             USPSQD
 FS0637  HISTORY     - 20080619 GOOD             GEOANA
 FS0637
 FS0637                          STATION DESCRIPTION
 FS0637
 FS0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0637'20.7 MI W FROM GRASSHOPPER JUNCTION.
 FS0637'7.4 MIES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0637'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 13.3 MILES WEST
 FS0637'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0637'92 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 FS0637'NORTHWEST, IN THE TOP OF AN OUTCROP, 26 FEET SOUTH OF THE CENTER
 FS0637'LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  NOTE--
 FS0637'THE ROAD HAS BEEN CHANGED.  THE OLD ROAD ON WHICH THE MARK IS SET
 FS0637'GOES DOWN A WASH.
 FS0637
 FS0637                          STATION RECOVERY (1957)
 FS0637
 FS0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FS0637'MARK NOT FOUND.
 FS0637
 FS0637                          STATION RECOVERY (1987)
 FS0637
 FS0637'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0637'RECOVERED IN GOOD CONDITION.
 FS0637
 FS0637                          STATION RECOVERY (2008)
 FS0637
 FS0637'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0637'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY CHARLIE
 FS0637'YARBROUGH (MOHAVE COUNTY) FOLLOWS.
 FS0637' 
 FS0637'THE STATION IS LOCATED ABOUT 20.3 MI (32.7 KM) WEST-NORTHWEST OF
 FS0637'CHLORIDE, 17.6 MI (28.3 KM) WEST-NORTHWEST OF GRASSHOPPER JUNCTION AND
 FS0637'16.5 MI (26.5 KM) WEST-SOUTHWEST OF DOLAN SPRINGS.
 FS0637' 
 FS0637'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 93 AND COTTONWOOD ROAD,
 FS0637'TRAVEL WEST ON COTTONWOOD ROAD FOR 13.6 MI (21.9 KM) TO STATION ON
 FS0637'SOUTH SIDE OF ROAD.  THE STATION IS A DISK SET IN BEDROCK, LOCATED
 FS0637'ABOUT 225 FT (70 M) SOUTHEAST OF A CORRAL AND LOADING CHUTE AND
 FS0637'APPROXIMATELY 40 FT (12 M) SOUTH OF THE CENTERLINE OF COTTONWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0372 ***********************************************************************
 FS0372  DESIGNATION -  P 254
 FS0372  PID         -  FS0372
 FS0372  STATE/COUNTY-  AZ/MOHAVE
 FS0372  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0372
 FS0372                         *CURRENT SURVEY CONTROL
 FS0372  ___________________________________________________________________
 FS0372* NAD 83(1986)-  35 36 36.     (N)    114 15 54.     (W)     SCALED    
 FS0372* NAVD 88     -      1066.763  (meters)    3499.87   (feet)  POSTED    
 FS0372  ___________________________________________________________________
 FS0372  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FS0372  DYNAMIC HT  -        1065.540 (meters)    3495.86  (feet)  COMP
 FS0372  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 FS0372
 FS0372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0372
 FS0372.The horizontal coordinates were scaled from a topographic map and have
 FS0372.an estimated accuracy of +/- 6 seconds.
 FS0372
 FS0372.The orthometric height was determined by differential leveling
 FS0372.and adjusted by the  in 1992.
 FS0372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0372.rate of 0.0 thru 1.0 mm/km.
 FS0372
 FS0372.The geoid height was determined by GEOID03.
 FS0372
 FS0372.The dynamic height is computed by dividing the NAVD 88
 FS0372.geopotential number by the normal gravity value computed on the
 FS0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0372.degrees latitude (g = 980.6199 gals.).
 FS0372
 FS0372.The modeled gravity was interpolated from observed gravity values.
 FS0372
 FS0372;                    North         East    Units  Estimated Accuracy
 FS0372;SPC AZ W     -   511,380.      166,700.      MT  (+/- 180 meters Scaled)
 FS0372
 FS0372                          SUPERSEDED SURVEY CONTROL
 FS0372
 FS0372  NGVD 29 (??/??/92) 1065.981  (m)         3497.31   (f) ADJ UNCH    1 1
 FS0372
 FS0372.Superseded values are not recommended for survey control.
 FS0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0372.See file dsdata.txt to determine how the superseded data were derived.
 FS0372
 FS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV477441(NAD 83)
 FS0372_MARKER: DB = BENCH MARK DISK
 FS0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0372_STAMPING: P 254 1941
 FS0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0372+STABILITY: SURFACE MOTION
 FS0372
 FS0372  HISTORY     - Date     Condition        Report By
 FS0372  HISTORY     - 1941     MONUMENTED       CGS
 FS0372  HISTORY     - 1950     GOOD             NGS
 FS0372  HISTORY     - 1978     GOOD             LOCSUR
 FS0372  HISTORY     - 19870116 GOOD             USPSQD
 FS0372  HISTORY     - 20051011 MARK NOT FOUND   NGS
 FS0372
 FS0372                          STATION DESCRIPTION
 FS0372
 FS0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0372'18.7 MI N FROM GRASSHOPPER JUNCTION.
 FS0372'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0372'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 7.7 MILES
 FS0372'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.2 MILE
 FS0372'NORTHEAST OF A POINT WHERE THE ROAD CROSSES A DRY WASH AT THE
 FS0372'FOOT OF A HILL, ON THE SOUTHWEST SLOPE OF A GRADE, ABOUT 60 YARDS
 FS0372'NORTHEAST OF THE NORTHEAST END OF A CURVE, ABOUT 40 YARDS SOUTH
 FS0372'OF THE APPROXIMATE CENTER OF A WASH, 55 FEET NORTHWEST OF THE
 FS0372'CENTER LINE OF THE ROAD, 3.0 FEET SOUTHEAST OF A WITNESS POST,
 FS0372'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0372'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0372
 FS0372                          STATION RECOVERY (1978)
 FS0372
 FS0372'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0372'RECOVERED IN GOOD CONDITION.
 FS0372
 FS0372                          STATION RECOVERY (1987)
 FS0372
 FS0372'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0372'RECOVERED IN GOOD CONDITION.
 FS0372
 FS0372                          STATION RECOVERY (2005)
 FS0372
 FS0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0372'PIERCES FERRY ROAD HAS BEEN STRAIGHTENED AND PAVED.  ACCORDING TO TOPO
 FS0372'MAP, MARK SHOULD BE ALONG KITNIT ROAD AT OLD ROAD ALIGNMENT.  MARK WAS
 FS0372'NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0553 ***********************************************************************
 ET0553  DESIGNATION -  P 255
 ET0553  PID         -  ET0553
 ET0553  STATE/COUNTY-  AZ/YAVAPAI
 ET0553  USGS QUAD   -  LIMESTONE PEAK (1979)
 ET0553
 ET0553                         *CURRENT SURVEY CONTROL
 ET0553  ___________________________________________________________________
 ET0553* NAD 83(1986)-  34 52 46.     (N)    112 37 36.     (W)     SCALED    
 ET0553* NAVD 88     -      1370.180  (meters)    4495.33   (feet)  POSTED    
 ET0553  ___________________________________________________________________
 ET0553  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0553  DYNAMIC HT  -        1368.390 (meters)    4489.46  (feet)  COMP
 ET0553  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 ET0553
 ET0553  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0553
 ET0553.The horizontal coordinates were scaled from a topographic map and have
 ET0553.an estimated accuracy of +/- 6 seconds.
 ET0553
 ET0553.The orthometric height was determined by differential leveling
 ET0553.and adjusted in November 2005.
 ET0553.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0553.rate of 0.0 thru 1.0 mm/km.
 ET0553
 ET0553.The geoid height was determined by GEOID03.
 ET0553
 ET0553.The dynamic height is computed by dividing the NAVD 88
 ET0553.geopotential number by the normal gravity value computed on the
 ET0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0553.degrees latitude (g = 980.6199 gals.).
 ET0553
 ET0553.The modeled gravity was interpolated from observed gravity values.
 ET0553
 ET0553;                    North         East    Units  Estimated Accuracy
 ET0553;SPC AZ C     -   430,430.      148,460.      MT  (+/- 180 meters Scaled)
 ET0553
 ET0553                          SUPERSEDED SURVEY CONTROL
 ET0553
 ET0553  NGVD 29 (??/??/92) 1369.385  (m)         4492.72   (f) ADJ UNCH    2 0
 ET0553
 ET0553.Superseded values are not recommended for survey control.
 ET0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0553.See file dsdata.txt to determine how the superseded data were derived.
 ET0553
 ET0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD513608(NAD 83)
 ET0553_MARKER: DB = BENCH MARK DISK
 ET0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0553_STAMPING: P 255 1941
 ET0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0553+STABILITY: SURFACE MOTION
 ET0553
 ET0553  HISTORY     - Date     Condition        Report By
 ET0553  HISTORY     - 1941     MONUMENTED       CGS
 ET0553  HISTORY     - 1974     GOOD             USGS
 ET0553
 ET0553                          STATION DESCRIPTION
 ET0553
 ET0553'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0553'7.1 MI NW FROM SIMMONS.
 ET0553'4.1 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0553'VALLEY WASH AT SIMMONS, TO ROAD JUNCTION AND CATTLE GUARD, THENCE 2.0
 ET0553'MI NE ALONG MAIN ROAD TO ROAD JUNCTION, THENCE 0.2 MI N ALONG MAIN
 ET0553'ROAD TO ROAD FORK, THENCE, TAKING LEFT FORK, 0.8 MI N ALONG ROAD TO
 ET0553'POINT ON ROAD JUST PASSED A CURVE AND ABOUT 0.2 MI SW OF A ROAD FORK.
 ET0553'48 FT NW OF THE CENTER LINE OF THE ROAD, AND ABOUT 1.5 FEET HIGHER
 ET0553'THAN THE ROAD.  A STANDARD USC AND GS DISK STAMPED P 255 1941 AND SET
 ET0553'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0568 ***********************************************************************
 ET0568  DESIGNATION -  P 256
 ET0568  PID         -  ET0568
 ET0568  STATE/COUNTY-  AZ/YAVAPAI
 ET0568  USGS QUAD   -  INDIAN PEAK (1986)
 ET0568
 ET0568                         *CURRENT SURVEY CONTROL
 ET0568  ___________________________________________________________________
 ET0568* NAD 83(1986)-  34 55 09.     (N)    112 45 20.     (W)     SCALED    
 ET0568* NAVD 88     -      1507.84   (+/-2cm)    4947.0    (feet)  VERTCON   
 ET0568  ___________________________________________________________________
 ET0568  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0568
 ET0568.The horizontal coordinates were scaled from a topographic map and have
 ET0568.an estimated accuracy of +/- 6 seconds.
 ET0568
 ET0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0568.The vertical order pertains to the NGVD 29 superseded value.
 ET0568
 ET0568.The geoid height was determined by GEOID03.
 ET0568
 ET0568;                    North         East    Units  Estimated Accuracy
 ET0568;SPC AZ C     -   434,930.      136,710.      MT  (+/- 180 meters Scaled)
 ET0568
 ET0568                          SUPERSEDED SURVEY CONTROL
 ET0568
 ET0568  NGVD 29 (??/??/92) 1506.945  (m)         4944.04   (f) ADJ UNCH    2 0
 ET0568
 ET0568.Superseded values are not recommended for survey control.
 ET0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0568.See file dsdata.txt to determine how the superseded data were derived.
 ET0568
 ET0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD396654(NAD 83)
 ET0568_MARKER: DB = BENCH MARK DISK
 ET0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0568_STAMPING: P 256 1941
 ET0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0568+STABILITY: SURFACE MOTION
 ET0568
 ET0568  HISTORY     - Date     Condition        Report By
 ET0568  HISTORY     - 1941     MONUMENTED       CGS
 ET0568  HISTORY     - 20080823 MARK NOT FOUND   GEOCAC
 ET0568
 ET0568                          STATION DESCRIPTION
 ET0568
 ET0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0568'6.8 MI E FROM WALNUT CREEK RANGER STA.
 ET0568'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION, 5
 ET0568'MILES EAST ALONG THE ROAD TO SIMMONS, 63 FEET EAST OF THE CENTER OF A
 ET0568'WASH, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH
 ET0568'OF THE NORTH EDGE OF A CLUMP OF OAK BRUSH, 3 FEET WEST OF A WHITE
 ET0568'WOODEN WITNESS POST, 1 FOOT LOWER THAN THE ROAD.  SET IN THE TOP OF A
 ET0568'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 ET0568
 ET0568                          STATION RECOVERY (2008)
 ET0568
 ET0568'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0475 ***********************************************************************
 ET0475  DESIGNATION -  P 257
 ET0475  PID         -  ET0475
 ET0475  STATE/COUNTY-  AZ/YAVAPAI
 ET0475  USGS QUAD   -  INDIAN PEAK (1986)
 ET0475
 ET0475                         *CURRENT SURVEY CONTROL
 ET0475  ___________________________________________________________________
 ET0475* NAD 83(1986)-  34 57 57.     (N)    112 48 12.     (W)     SCALED    
 ET0475* NAVD 88     -      1609.83   (+/-2cm)    5281.6    (feet)  VERTCON   
 ET0475  ___________________________________________________________________
 ET0475  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ET0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0475
 ET0475.The horizontal coordinates were scaled from a topographic map and have
 ET0475.an estimated accuracy of +/- 6 seconds.
 ET0475
 ET0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0475.The vertical order pertains to the NGVD 29 superseded value.
 ET0475
 ET0475.The geoid height was determined by GEOID03.
 ET0475
 ET0475;                    North         East    Units  Estimated Accuracy
 ET0475;SPC AZ C     -   440,140.      132,390.      MT  (+/- 180 meters Scaled)
 ET0475
 ET0475                          SUPERSEDED SURVEY CONTROL
 ET0475
 ET0475  NGVD 29 (??/??/92) 1608.898  (m)         5278.53   (f) ADJ UNCH    2 0
 ET0475
 ET0475.Superseded values are not recommended for survey control.
 ET0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0475.See file dsdata.txt to determine how the superseded data were derived.
 ET0475
 ET0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD353707(NAD 83)
 ET0475_MARKER: DB = BENCH MARK DISK
 ET0475_SETTING: 80 = SET IN A BOULDER
 ET0475_SP_SET: BOULDER OUTCROP
 ET0475_STAMPING: P 257 1941
 ET0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0475+STABILITY: SURFACE MOTION
 ET0475
 ET0475  HISTORY     - Date     Condition        Report By
 ET0475  HISTORY     - 1941     MONUMENTED       CGS
 ET0475
 ET0475                          STATION DESCRIPTION
 ET0475
 ET0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0475'4.5 MI N FROM WALNUT CREEK RANGER STATION.
 ET0475'TO REACH FROM THE WALNUT CREEK RANGER STATION.  GO 1.8 MILES EAST
 ET0475'ALONG COUNTY ROAD TO THE JUNCTION OF ROADS TO SELIGMAN AND SIMMONS.
 ET0475'THENCE, GO 2.7 MILES NORTHERLY ALONG THE ROAD TO SELIGMAN TO THE SITE
 ET0475'OF BENCH MARK. BENCH MARK IS ABOUT 0.7 MILE NORTH OF CATTLE GUARD, 0.2
 ET0475'MILE NORTHEAST OF A WASH AND ABOUT 270.0 FEET EAST OF THE SUMMIT OF
 ET0475'GRADE.  IT IS SET HORIZONTALLY IN A BROWN BOULDER OUTCROP, 25.0 FEET
 ET0475'NORTH OF AND ABOUT 2.5 FEET ABOUT THE CENTERLINE OF THE ROAD AND 7.0
 ET0475'FEET NORTH OF A CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0773 ***********************************************************************
 DU0773  DESIGNATION -  P 259
 DU0773  PID         -  DU0773
 DU0773  STATE/COUNTY-  AZ/MARICOPA
 DU0773  USGS QUAD   -  HIGLEY (1981)
 DU0773
 DU0773                         *CURRENT SURVEY CONTROL
 DU0773  ___________________________________________________________________
 DU0773* NAD 83(1986)-  33 18 25.     (N)    111 41 58.     (W)     SCALED    
 DU0773* NAVD 88     -       401.55   (+/-2cm)    1317.4    (feet)  VERTCON   
 DU0773  ___________________________________________________________________
 DU0773  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0773
 DU0773.The horizontal coordinates were scaled from a topographic map and have
 DU0773.an estimated accuracy of +/- 6 seconds.
 DU0773
 DU0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0773.The vertical order pertains to the NGVD 29 superseded value.
 DU0773
 DU0773.The geoid height was determined by GEOID03.
 DU0773
 DU0773;                    North         East    Units  Estimated Accuracy
 DU0773;SPC AZ C     -   255,810.      233,590.      MT  (+/- 180 meters Scaled)
 DU0773
 DU0773                          SUPERSEDED SURVEY CONTROL
 DU0773
 DU0773  NGVD 29 (??/??/92)  401.039  (m)         1315.74   (f) ADJ UNCH    2 0
 DU0773
 DU0773.Superseded values are not recommended for survey control.
 DU0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0773.See file dsdata.txt to determine how the superseded data were derived.
 DU0773
 DU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB348855(NAD 83)
 DU0773_MARKER: DB = BENCH MARK DISK
 DU0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0773_SP_SET: CANAL GATE
 DU0773_STAMPING: P 259 1945
 DU0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0773
 DU0773  HISTORY     - Date     Condition        Report By
 DU0773  HISTORY     - 1945     MONUMENTED       CGS
 DU0773  HISTORY     - 1967     GOOD             NGS
 DU0773  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DU0773  HISTORY     - 20040508 MARK NOT FOUND   GEOCAC
 DU0773
 DU0773                          STATION DESCRIPTION
 DU0773
 DU0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DU0773'0.8 MI W FROM WILLIAMS A F B.
 DU0773'0.8 MILE WEST ALONG A COUNTY ROAD FROM THE MAIN GATE AT WILLIAMS
 DU0773'A.F.B., MARICOPA COUNTY, 47.7 FEET NORTH OF THE CENTERLINE OF THE
 DU0773'ROAD, 13.7 FEET NORTHWEST OF THE WEST POST OF A GATE TO A ROAD LEADING
 DU0773'INTO A FIELD, AT AN IRRIGATION-CANAL GATE, AND IN THE TOP OF THE EAST
 DU0773'END OF THE NORTH HEADWALL.  NOTE-- USE WITH CAUTION.
 DU0773
 DU0773                          STATION RECOVERY (1967)
 DU0773
 DU0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0773'RECOVERED IN GOOD CONDITION.
 DU0773
 DU0773                          STATION RECOVERY (2002)
 DU0773
 DU0773'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0773'SEARCHED FOR NOT FOUND
 DU0773
 DU0773                          STATION RECOVERY (2004)
 DU0773
 DU0773'RECOVERY NOTE BY GEOCACHING 2004 (JMH)
 DU0773'I FOUND THE CANAL GATE AS OUTLINED IN THE DESCRIPTION, HOWEVER THE
 DU0773'BENCHMARK WAS NOT IN THE HEADWALL OF IT.
 DU0773' 
 DU0773'THE 'COUNTY ROAD' IN THE DESCRIPTION IS NOW WILLIAMS FIELD ROAD.
 DU0773' 
 DU0773'THE 'WEST POST OF A GATE' IN THE DESCRIPTION DOESN'T EXIST ANYMORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0345 ***********************************************************************
 ET0345  DESIGNATION -  P 26
 ET0345  PID         -  ET0345
 ET0345  STATE/COUNTY-  AZ/YAVAPAI
 ET0345  USGS QUAD   -  BISMARCK MESA (1969)
 ET0345
 ET0345                         *CURRENT SURVEY CONTROL
 ET0345  ___________________________________________________________________
 ET0345* NAD 83(1986)-  34 24 33.     (N)    112 45 03.     (W)     SCALED    
 ET0345* NAVD 88     -      1174.067  (meters)    3851.92   (feet)  POSTED    
 ET0345  ___________________________________________________________________
 ET0345  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 ET0345  DYNAMIC HT  -        1172.540 (meters)    3846.91  (feet)  COMP
 ET0345  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 ET0345
 ET0345  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0345
 ET0345.The horizontal coordinates were scaled from a topographic map and have
 ET0345.an estimated accuracy of +/- 6 seconds.
 ET0345
 ET0345.The orthometric height was determined by differential leveling
 ET0345.and adjusted in November 2005.
 ET0345.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0345.rate of 1.1 thru 2.0 mm/km.
 ET0345
 ET0345.The geoid height was determined by GEOID03.
 ET0345
 ET0345.The dynamic height is computed by dividing the NAVD 88
 ET0345.geopotential number by the normal gravity value computed on the
 ET0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0345.degrees latitude (g = 980.6199 gals.).
 ET0345
 ET0345.The modeled gravity was interpolated from observed gravity values.
 ET0345
 ET0345;                    North         East    Units  Estimated Accuracy
 ET0345;SPC AZ C     -   378,350.      136,670.      MT  (+/- 180 meters Scaled)
 ET0345
 ET0345                          SUPERSEDED SURVEY CONTROL
 ET0345
 ET0345  NGVD 29 (??/??/92) 1173.288  (m)         3849.36   (f) ADJ UNCH    1 2
 ET0345
 ET0345.Superseded values are not recommended for survey control.
 ET0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0345.See file dsdata.txt to determine how the superseded data were derived.
 ET0345
 ET0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD390089(NAD 83)
 ET0345_MARKER: DB = BENCH MARK DISK
 ET0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0345_SP_SET: CULVERT
 ET0345_STAMPING: P 26 1933
 ET0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0345
 ET0345  HISTORY     - Date     Condition        Report By
 ET0345  HISTORY     - 1933     MONUMENTED       CGS
 ET0345  HISTORY     - 1950     GOOD             NGS
 ET0345
 ET0345                          STATION DESCRIPTION
 ET0345
 ET0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0345'2.8 MI W FROM KIRKLAND.
 ET0345'2.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0345'THE STATION AT KIRKLAND, 0.4 MILE WEST OF A RAILROAD WATER TANK, 15
 ET0345'RAILS WEST OF A RANCH ROAD CROSSING, AT A 3- BY 5-FOOT CONCRETE ARCH
 ET0345'CULVERT NO. B 90, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL,
 ET0345'13.9 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 5 FEET LOWER THAN THE
 ET0345'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0375 ***********************************************************************
 CZ0375  DESIGNATION -  P 260
 CZ0375  PID         -  CZ0375
 CZ0375  STATE/COUNTY-  AZ/PINAL
 CZ0375  USGS QUAD   -  RED ROCK (1993)
 CZ0375
 CZ0375                         *CURRENT SURVEY CONTROL
 CZ0375  ___________________________________________________________________
 CZ0375* NAD 83(1986)-  32 30 06.     (N)    111 15 44.     (W)     SCALED    
 CZ0375* NAVD 88     -       594.340  (meters)    1949.93   (feet)  ADJUSTED  
 CZ0375  ___________________________________________________________________
 CZ0375  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0375  DYNAMIC HT  -         593.562 (meters)    1947.38  (feet)  COMP
 CZ0375  MODELED GRAV-     979,310.4   (mgal)                       NAVD 88
 CZ0375
 CZ0375  VERT ORDER  -  FIRST     CLASS II
 CZ0375
 CZ0375.The horizontal coordinates were scaled from a topographic map and have
 CZ0375.an estimated accuracy of +/- 6 seconds.
 CZ0375
 CZ0375.The orthometric height was determined by differential leveling
 CZ0375.and adjusted in June 1991.
 CZ0375
 CZ0375.The geoid height was determined by GEOID03.
 CZ0375
 CZ0375.The dynamic height is computed by dividing the NAVD 88
 CZ0375.geopotential number by the normal gravity value computed on the
 CZ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0375.degrees latitude (g = 980.6199 gals.).
 CZ0375
 CZ0375.The modeled gravity was interpolated from observed gravity values.
 CZ0375
 CZ0375;                    North         East    Units  Estimated Accuracy
 CZ0375;SPC AZ C     -   166,680.      274,860.      MT  (+/- 180 meters Scaled)
 CZ0375
 CZ0375                          SUPERSEDED SURVEY CONTROL
 CZ0375
 CZ0375  NGVD 29 (??/??/92)  593.839  (m)         1948.29   (f) ADJ UNCH    1 2
 CZ0375
 CZ0375.Superseded values are not recommended for survey control.
 CZ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0375.See file dsdata.txt to determine how the superseded data were derived.
 CZ0375
 CZ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA753960(NAD 83)
 CZ0375_MARKER: DD = SURVEY DISK
 CZ0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0375_SP_SET: CULVERT
 CZ0375_STAMPING: P 260 1945
 CZ0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0375+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0375
 CZ0375  HISTORY     - Date     Condition        Report By
 CZ0375  HISTORY     - 1945     MONUMENTED       AZHD
 CZ0375  HISTORY     - 1951     GOOD             NGS
 CZ0375  HISTORY     - 1980     GOOD             NGS
 CZ0375  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0375
 CZ0375                          STATION DESCRIPTION
 CZ0375
 CZ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0375'4.3 MI NW FROM MARANA.
 CZ0375'4.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND STATE
 CZ0375'HIGHWAY 84 FROM THE POST OFFICE AT MARANA, 0.1 MILE SOUTHEAST OF THE
 CZ0375'RAILROAD STATION SIGN AT NAVISKA, 117 FEET NORTHWEST OF THE PIMA
 CZ0375'COUNTY LINE, 114 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE NEW
 CZ0375'STATE HIGHWAY 84, AT A 4 BY 8 FOOT DOUBLE CONCRETE BOX CULVERT IN THE
 CZ0375'TOP AND THE CENTER OF THE NORTHEAST CONCRETE HEADWALL, 14 1/2 FEET
 CZ0375'NORTHEAST OF THE CENTER LINE OF THE OLD STATE HIGHWAY 84, AND ABOUT 1
 CZ0375'FOOT HIGHER THAN THE OLD HIGHWAY.
 CZ0375
 CZ0375                          STATION RECOVERY (1980)
 CZ0375
 CZ0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0375'42.2 KILOMETERS (26.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0375'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2
 CZ0375'MILE) NORTHWEST OF RAILROAD MILE POST 958, SET IN THE TOP CENTER
 CZ0375'OF THE NORTHEAST HEADWALL FOR A CULVERT UNDER THE OLD WEST BOUND
 CZ0375'HIGHWAY GRADE (OLD HIGHWAY 84) AT A POWER LINE CROSSING THE ROAD
 CZ0375'GRADE, AT RAILROAD MILEAGE 957.79,
 CZ0375'37.5 METERS (123.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CZ0375'TRACK, 4.4 METERS (14.5 FEET) NORTHEAST OF THE CENTER OF THE ROAD
 CZ0375'2.75 METERS (9.0 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ0375'THE MARK IS 0.3 M ABOVE THE ROAD.
 CZ0375
 CZ0375                          STATION RECOVERY (2006)
 CZ0375
 CZ0375'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0162 ***********************************************************************
 CF0162  DESIGNATION -  P 261
 CF0162  PID         -  CF0162
 CF0162  STATE/COUNTY-  AZ/COCHISE
 CF0162  USGS QUAD   -  DOUGLAS NE (1978)
 CF0162
 CF0162                         *CURRENT SURVEY CONTROL
 CF0162  ___________________________________________________________________
 CF0162* NAD 83(1986)-  31 28 06.     (N)    109 35 30.     (W)     SCALED    
 CF0162* NAVD 88     -      1261.87   (+/-2cm)    4140.0    (feet)  VERTCON   
 CF0162  ___________________________________________________________________
 CF0162  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0162
 CF0162.This mark is at Bisbee Douglas Intl Airport (DUG)
 CF0162
 CF0162.The horizontal coordinates were scaled from a topographic map and have
 CF0162.an estimated accuracy of +/- 6 seconds.
 CF0162
 CF0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0162.The vertical order pertains to the NGVD 29 superseded value.
 CF0162
 CF0162.The geoid height was determined by GEOID03.
 CF0162
 CF0162;                    North         East    Units  Estimated Accuracy
 CF0162;SPC AZ E     -    52,060.      268,000.      MT  (+/- 180 meters Scaled)
 CF0162
 CF0162                          SUPERSEDED SURVEY CONTROL
 CF0162
 CF0162  NGVD 29 (??/??/92) 1261.006  (m)         4137.15   (f) ADJ UNCH    2 0
 CF0162
 CF0162.Superseded values are not recommended for survey control.
 CF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0162.See file dsdata.txt to determine how the superseded data were derived.
 CF0162
 CF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV337823(NAD 83)
 CF0162_MARKER: DB = BENCH MARK DISK
 CF0162_SETTING: 0 = UNSPECIFIED SETTING
 CF0162_STAMPING: P 261 1945
 CF0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0162
 CF0162  HISTORY     - Date     Condition        Report By
 CF0162  HISTORY     - 1945     MONUMENTED       CGS
 CF0162  HISTORY     - 1972     GOOD             NGS
 CF0162  HISTORY     - 1980     GOOD             NGS
 CF0162  HISTORY     - 19960511 GOOD             CHANCE
 CF0162
 CF0162                          STATION DESCRIPTION
 CF0162
 CF0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CF0162'IN BISBEE-DOUGLAS A.P..
 CF0162'AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, SET IN THE SOUTHWEST
 CF0162'CORNER OF THE CONCRETE BASE OF THE PIPE LEADING UP TO THE WATER TOWER,
 CF0162'ON THE EAST SIDE OF BOOSTER PUMP HOUSE NO. T-5003, 13.9 FEET NORTHEAST
 CF0162'OF THE SOUTHWEST LEG OF TOWER, 2.2 FEET ABOVE GROUND LEVEL, 0.7 FOOT
 CF0162'NORTH OF THE SOUTH EDGE OF BASE AND 0.6 FOOT EAST OF THE WEST EDGE.
 CF0162'NOTE-- THE WATER TANK THAT THIS MARK WAS UNDER HAS BEEN DISMANTLED.
 CF0162
 CF0162                          STATION RECOVERY (1972)
 CF0162
 CF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CF0162'RECOVERED IN GOOD CONDITION.
 CF0162
 CF0162                          STATION RECOVERY (1980)
 CF0162
 CF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0162'RECOVERED IN GOOD CONDITION.
 CF0162
 CF0162                          STATION RECOVERY (1996)
 CF0162
 CF0162'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CF0162'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN GOOD CONDITION.  A NEW AND
 CF0162'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY
 CF0162'32.0 KM (19.90 MI) EAST OF BISBEE, 9.7 KM (6.00 MI) NORTH OF DOUGLAS,
 CF0162'AND 14.5 KM (9.00 MI) SOUTH OF MCNEIL AT THE BISBEE-DOUGLAS
 CF0162'INTERNATIONAL AIRPORT.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 CF0162'SULGUR - FBO, PHONE (520) 364-2771  TO REACH THE STATION FROM THE
 CF0162'INTERSECTION OF STATE HIGHWAY 80 AND US HIGHWAY 191 WEST OF DOUGLAS,
 CF0162'GO NORTH ON US HIGHWAY 191 FOR 10.9 KM (6.75 MI) TO THE ROAD LEADING
 CF0162'TO THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT AND TO THE PRISON
 CF0162'FACILITIES ON THE RIGHT.  TURN RIGHT AND PROCEED NORTHEAST ON THE ROAD
 CF0162'LEADING TO THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT FOR 1.6 KM (1.00
 CF0162'MI) TO THE TERMINAL BUILDING, CONTINUE APPROXIMATELY 945 M (3100.4 FT)
 CF0162'NORTH OF THE TERMINAL BUILDING TO LARGE HANGAR ON THE RIGHT.  CONTINUE
 CF0162'NORTHEAST TO THE EAST-WEST PRISON BOUNDARY FENCE AND THE STATION ON
 CF0162'THE SOUTH SIDE OF THE FENCE  THE STATION IS A STANDARD CGS BENCH MARK
 CF0162'DISK SET INTO THE SOUTHEAST CORNER OF A 3 M (9.8 FT) BY 3 M (9.8 FT) ,
 CF0162'0.8 M (2.6 FT) HIGH MASSIVE STRUCTURE, 17.1 M (56.1 FT) SOUTH OF THE
 CF0162'EAST-WEST PRISON BOUNDARY FENCE, 16.2 M (53.1 FT) SOUTHEAST FROM THE
 CF0162'NEAREST POINT ON 15.2 M (49.9 FT) DIAMETER AND 6.1 M (20.0 FT) HIGH
 CF0162'WATER TANK, 14.7 M (48.2 FT) EAST OF THE NORTHWEST CORNER OF BOOSTER
 CF0162'PUMP HOUSE NO. T-5003, AND 10.6 M (34.8 FT) SOUTH OF A FIRE HYDRANT
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0013 ***********************************************************************
 FR0013  DESIGNATION -  P 262
 FR0013  PID         -  FR0013
 FR0013  STATE/COUNTY-  AZ/COCONINO
 FR0013  USGS QUAD   -  VALLE TANK (1989)
 FR0013
 FR0013                         *CURRENT SURVEY CONTROL
 FR0013  ___________________________________________________________________
 FR0013* NAD 83(1986)-  35 39 22.     (N)    112 10 59.     (W)     SCALED    
 FR0013* NAVD 88     -      1800.496  (meters)    5907.13   (feet)  POSTED    
 FR0013  ___________________________________________________________________
 FR0013  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 FR0013  DYNAMIC HT  -        1798.120 (meters)    5899.33  (feet)  COMP
 FR0013  MODELED GRAV-     979,248.4   (mgal)                       NAVD 88
 FR0013
 FR0013  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0013
 FR0013.The horizontal coordinates were scaled from a topographic map and have
 FR0013.an estimated accuracy of +/- 6 seconds.
 FR0013
 FR0013.The orthometric height was determined by differential leveling
 FR0013.and adjusted by the  in 1992.
 FR0013.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0013.was located on a no-check spur therefore a value was not computed.
 FR0013.No vertical observational check was made to the station.
 FR0013
 FR0013.The geoid height was determined by GEOID03.
 FR0013
 FR0013.The dynamic height is computed by dividing the NAVD 88
 FR0013.geopotential number by the normal gravity value computed on the
 FR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0013.degrees latitude (g = 980.6199 gals.).
 FR0013
 FR0013.The modeled gravity was interpolated from observed gravity values.
 FR0013
 FR0013;                    North         East    Units  Estimated Accuracy
 FR0013;SPC AZ C     -   516,390.      189,240.      MT  (+/- 180 meters Scaled)
 FR0013
 FR0013                          SUPERSEDED SURVEY CONTROL
 FR0013
 FR0013  NGVD 29 (??/??/92) 1799.628  (m)         5904.28   (f) ADJ UNCH    2 0
 FR0013
 FR0013.Superseded values are not recommended for survey control.
 FR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0013.See file dsdata.txt to determine how the superseded data were derived.
 FR0013
 FR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE929464(NAD 83)
 FR0013_MARKER: DB = BENCH MARK DISK
 FR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0013_STAMPING: P 262 1945
 FR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0013+STABILITY: SURFACE MOTION
 FR0013
 FR0013  HISTORY     - Date     Condition        Report By
 FR0013  HISTORY     - 1945     MONUMENTED       CGS
 FR0013
 FR0013                          STATION DESCRIPTION
 FR0013
 FR0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FR0013'1.0 MI E FROM VALLE.
 FR0013'ABOUT 1.0 MILE EAST ALONG A COUNTY ROAD FROM THE ATCHISON, TOPEKA AND
 FR0013'SANTA FE RAILWAY STATION SIGN AT VALLE, COCONINO COUNTY, 91 FEET
 FR0013'SOUTHEAST OF THE CENTER OF THE SOUTH END OF AN 18 INCH PIPE CULVERT,
 FR0013'83.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A
 FR0013'FENCE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FR0013'DISK, STAMPED P 262 1945 AND SET IN THE TOP OF A CONCRETE POST
 FR0013'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0743 ***********************************************************************
 DV0743  DESIGNATION -  P 263
 DV0743  PID         -  DV0743
 DV0743  STATE/COUNTY-  AZ/MARICOPA
 DV0743  USGS QUAD   -  WINTERSBURG (1984)
 DV0743
 DV0743                         *CURRENT SURVEY CONTROL
 DV0743  ___________________________________________________________________
 DV0743* NAD 83(1986)-  33 29 38.     (N)    112 51 03.     (W)     SCALED    
 DV0743* NAVD 88     -       342.992  (meters)    1125.30   (feet)  ADJUSTED  
 DV0743  ___________________________________________________________________
 DV0743  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV0743  DYNAMIC HT  -         342.590 (meters)    1123.98  (feet)  COMP
 DV0743  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 DV0743
 DV0743  VERT ORDER  -  FIRST     CLASS II
 DV0743
 DV0743.The horizontal coordinates were scaled from a topographic map and have
 DV0743.an estimated accuracy of +/- 6 seconds.
 DV0743
 DV0743.The orthometric height was determined by differential leveling
 DV0743.and adjusted in June 1991.
 DV0743
 DV0743.The geoid height was determined by GEOID03.
 DV0743
 DV0743.The dynamic height is computed by dividing the NAVD 88
 DV0743.geopotential number by the normal gravity value computed on the
 DV0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0743.degrees latitude (g = 980.6199 gals.).
 DV0743
 DV0743.The modeled gravity was interpolated from observed gravity values.
 DV0743
 DV0743;                    North         East    Units  Estimated Accuracy
 DV0743;SPC AZ C     -   276,910.      126,560.      MT  (+/- 180 meters Scaled)
 DV0743
 DV0743                          SUPERSEDED SURVEY CONTROL
 DV0743
 DV0743  NGVD 29 (??/??/92)  342.376  (m)         1123.28   (f) ADJ UNCH    1 2
 DV0743
 DV0743.Superseded values are not recommended for survey control.
 DV0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0743.See file dsdata.txt to determine how the superseded data were derived.
 DV0743
 DV0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC280075(NAD 83)
 DV0743_MARKER: DB = BENCH MARK DISK
 DV0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0743_STAMPING: P 263 1947
 DV0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0743+STABILITY: SURFACE MOTION
 DV0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0743+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 DV0743
 DV0743  HISTORY     - Date     Condition        Report By
 DV0743  HISTORY     - 1947     MONUMENTED       CGS
 DV0743  HISTORY     - 1967     GOOD             NGS
 DV0743  HISTORY     - 1981     GOOD             NGS
 DV0743  HISTORY     - 20010419 GOOD             MCDOT
 DV0743  HISTORY     - 20080530 GOOD             GEOCAC
 DV0743
 DV0743                          STATION DESCRIPTION
 DV0743
 DV0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0743'5.25 MI E FROM TONOPAH.
 DV0743'5.25 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0743'TONOPAH, IN S 23, T 2 N, R 6 W, 200 FEET WEST OF A SLIGHT RISE IN THE
 DV0743'ROAD, 53 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET
 DV0743'NORTHWEST OF POWER POLE NUMBER 16, 2.5 FEET NORTH OF A WOODEN WITNESS
 DV0743'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DV0743'A CONCRETE POST PROJECTING 2 INCHES.
 DV0743
 DV0743                          STATION RECOVERY (1981)
 DV0743
 DV0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0743'RECOVERED IN GOOD CONDITION.
 DV0743
 DV0743                          STATION RECOVERY (2001)
 DV0743
 DV0743'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0743'FROM INTERSECTION 411TH AVE + INDIAN SCHOOL RD. GO 4 MILES E TO
 DV0743'WINTERSBURG RD THENCE .9 MILES E TO BM P 263
 DV0743'USC+G BC SET IN CONC. ABOVE NATURAL GROUND W/METAL SURVEY MARKER
 DV0743' 
 DV0743' 
 DV0743' 
 DV0743' 
 DV0743' 
 DV0743' 
 DV0743
 DV0743                          STATION RECOVERY (2008)
 DV0743
 DV0743'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0743'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0743'THE DESCRIPTION - POWER POLE 16 IS NOW 16-1, AND THE MARK IS 2.7 FEET
 DV0743'NORTH OF A METAL WITNESS POST. HANDHELD COORDINATES
 DV0743'33 29 37.9 (N)   112 51 01.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0710 ***********************************************************************
 DV0710  DESIGNATION -  P 264
 DV0710  PID         -  DV0710
 DV0710  STATE/COUNTY-  AZ/MARICOPA
 DV0710  USGS QUAD   -  VALENCIA (1982)
 DV0710
 DV0710                         *CURRENT SURVEY CONTROL
 DV0710  ___________________________________________________________________
 DV0710* NAD 83(1986)-  33 26 08.     (N)    112 32 21.     (W)     SCALED    
 DV0710* NAVD 88     -       326.228  (meters)    1070.30   (feet)  ADJUSTED  
 DV0710  ___________________________________________________________________
 DV0710  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0710  DYNAMIC HT  -         325.855 (meters)    1069.08  (feet)  COMP
 DV0710  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 DV0710
 DV0710  VERT ORDER  -  FIRST     CLASS II
 DV0710
 DV0710.The horizontal coordinates were scaled from a topographic map and have
 DV0710.an estimated accuracy of +/- 6 seconds.
 DV0710
 DV0710.The orthometric height was determined by differential leveling
 DV0710.and adjusted in June 1991.
 DV0710
 DV0710.The geoid height was determined by GEOID03.
 DV0710
 DV0710.The dynamic height is computed by dividing the NAVD 88
 DV0710.geopotential number by the normal gravity value computed on the
 DV0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0710.degrees latitude (g = 980.6199 gals.).
 DV0710
 DV0710.The modeled gravity was interpolated from observed gravity values.
 DV0710
 DV0710;                    North         East    Units  Estimated Accuracy
 DV0710;SPC AZ C     -   270,230.      155,480.      MT  (+/- 180 meters Scaled)
 DV0710
 DV0710                          SUPERSEDED SURVEY CONTROL
 DV0710
 DV0710  NGVD 29 (??/??/92)  325.586  (m)         1068.19   (f) ADJ UNCH    1 2
 DV0710
 DV0710.Superseded values are not recommended for survey control.
 DV0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0710.See file dsdata.txt to determine how the superseded data were derived.
 DV0710
 DV0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC569006(NAD 83)
 DV0710_MARKER: DB = BENCH MARK DISK
 DV0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0710_STAMPING: P 264 1947
 DV0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0710+STABILITY: SURFACE MOTION
 DV0710
 DV0710  HISTORY     - Date     Condition        Report By
 DV0710  HISTORY     - 1947     MONUMENTED       CGS
 DV0710  HISTORY     - 1967     GOOD             NGS
 DV0710  HISTORY     - 1981     GOOD             NGS
 DV0710
 DV0710                          STATION DESCRIPTION
 DV0710
 DV0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0710'7.05 MI NE FROM BUCKEYE.
 DV0710'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0710'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 2.95 MILES
 DV0710'EAST ALONG YUMA ROAD, IN S 14, T 1 N, R 3 W, 34 FEET SOUTH OF THE
 DV0710'CENTER LINE OF YUMA ROAD, 43 FEET EAST OF THE CENTER LINE OF A DIRT
 DV0710'ROAD WHICH LEADS SOUTH, 111 FEET SOUTHEAST AND ACROSS YUMA ROAD FROM
 DV0710'POWER POLE NUMBER 15-8 WHICH IS BRACED BY 4 GUY WIRES, 1.3 FEET SOUTH
 DV0710'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS,
 DV0710'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0710
 DV0710                          STATION RECOVERY (1981)
 DV0710
 DV0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0100 ***********************************************************************
 DV0100  DESIGNATION -  P 265
 DV0100  PID         -  DV0100
 DV0100  STATE/COUNTY-  AZ/MARICOPA
 DV0100  USGS QUAD   -  WADDELL (1975)
 DV0100
 DV0100                         *CURRENT SURVEY CONTROL
 DV0100  ___________________________________________________________________
 DV0100* NAD 83(1986)-  33 37 25.     (N)    112 27 29.     (W)     SCALED    
 DV0100* NAVD 88     -       405.83   (+/-2cm)    1331.5    (feet)  VERTCON   
 DV0100  ___________________________________________________________________
 DV0100  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0100
 DV0100.The horizontal coordinates were scaled from a topographic map and have
 DV0100.an estimated accuracy of +/- 6 seconds.
 DV0100
 DV0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0100.The vertical order pertains to the NGVD 29 superseded value.
 DV0100
 DV0100.The geoid height was determined by GEOID03.
 DV0100
 DV0100;                    North         East    Units  Estimated Accuracy
 DV0100;SPC AZ C     -   291,040.      163,130.      MT  (+/- 180 meters Scaled)
 DV0100
 DV0100                          SUPERSEDED SURVEY CONTROL
 DV0100
 DV0100  NGVD 29 (??/??/92)  405.307  (m)         1329.74   (f) ADJ UNCH    1 2
 DV0100
 DV0100.Superseded values are not recommended for survey control.
 DV0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0100.See file dsdata.txt to determine how the superseded data were derived.
 DV0100
 DV0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC647213(NAD 83)
 DV0100_MARKER: DB = BENCH MARK DISK
 DV0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0100_SP_SET: FOUNDATION
 DV0100_STAMPING: P 265 1948
 DV0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0100
 DV0100  HISTORY     - Date     Condition        Report By
 DV0100  HISTORY     - 1948     MONUMENTED       CGS
 DV0100  HISTORY     - 1967     GOOD             NGS
 DV0100  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0100  HISTORY     - 20080324 MARK NOT FOUND   GEOCAC
 DV0100
 DV0100                          STATION DESCRIPTION
 DV0100
 DV0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0100'12.65 MI W FROM EL MIRAGE.
 DV0100'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0100'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 5.65 MILES
 DV0100'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0100'BEARDSLEY CANAL, IN SECTION 10, T 3 N, R 2 W, 28 FEET SOUTHEAST OF THE
 DV0100'CENTER OF THE JUNCTION OF CANAL ROAD AND GREENWAY ROAD, 17 FEET EAST
 DV0100'OF THE CENTER LINE OF CANAL ROAD, SET IN THE TOP OF THE EAST END OF
 DV0100'THE NORTH PORTION OF THE CONCRETE FOUNDATION FOR FLOODGATE NUMBER 5,
 DV0100'6.8 FEET NORTH OF THE NORTHEAST CORNER OF A METAL BUILDING, AND ABOUT
 DV0100'2 1/2 FEET BELOW THE LEVEL OF THE ROADS.
 DV0100
 DV0100                          STATION RECOVERY (1981)
 DV0100
 DV0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0100'SEARCHED FOR BUT NOT RECOVERED.
 DV0100
 DV0100                          STATION RECOVERY (2008)
 DV0100
 DV0100'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0100'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0100'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0035 ***********************************************************************
 DV0035  DESIGNATION -  P 267
 DV0035  PID         -  DV0035
 DV0035  STATE/COUNTY-  AZ/MARICOPA
 DV0035  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0035
 DV0035                         *CURRENT SURVEY CONTROL
 DV0035  ___________________________________________________________________
 DV0035* NAD 83(1986)-  33 34 42.     (N)    112 06 09.     (W)     SCALED    
 DV0035* NAVD 88     -       380.00   (+/-2cm)    1246.7    (feet)  VERTCON   
 DV0035  ___________________________________________________________________
 DV0035  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0035  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0035
 DV0035.The horizontal coordinates were scaled from a topographic map and have
 DV0035.an estimated accuracy of +/- 6 seconds.
 DV0035
 DV0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0035.The vertical order pertains to the NGVD 29 superseded value.
 DV0035
 DV0035.The geoid height was determined by GEOID03.
 DV0035
 DV0035;                    North         East    Units  Estimated Accuracy
 DV0035;SPC AZ C     -   285,900.      196,110.      MT  (+/- 180 meters Scaled)
 DV0035
 DV0035                          SUPERSEDED SURVEY CONTROL
 DV0035
 DV0035  NGVD 29 (??/??/92)  379.464  (m)         1244.96   (f) ADJ UNCH    1 2
 DV0035
 DV0035.Superseded values are not recommended for survey control.
 DV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0035.See file dsdata.txt to determine how the superseded data were derived.
 DV0035
 DV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC976159(NAD 83)
 DV0035_MARKER: DB = BENCH MARK DISK
 DV0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0035_STAMPING: P 267 1948
 DV0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0035+STABILITY: SURFACE MOTION
 DV0035
 DV0035  HISTORY     - Date     Condition        Report By
 DV0035  HISTORY     - 1948     MONUMENTED       CGS
 DV0035  HISTORY     - 1960     MARK NOT FOUND   DOD
 DV0035
 DV0035                          STATION DESCRIPTION
 DV0035
 DV0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0035'IN PARADISE AIRPORT.
 DV0035'AT PARADISE AIRPORT, 185 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DV0035'ADMINISTRATION BUILDING, 57.5 FEET NORTH OF THE CENTER LINE OF THE
 DV0035'MAIN ROAD LEADING TO THE ADMINISTRATION BUILDING, 3.0 FEET EAST OF A
 DV0035'POWER POLE, 1.2 FEET SOUTH OF A WIRE FENCE, 2.1 FEET WEST OF A WHITE
 DV0035'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DV0035'INCHES.
 DV0035
 DV0035                          STATION RECOVERY (1960)
 DV0035
 DV0035'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1960
 DV0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1094 ***********************************************************************
 DU1094  DESIGNATION -  P 268
 DU1094  PID         -  DU1094
 DU1094  STATE/COUNTY-  AZ/MARICOPA
 DU1094  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1094
 DU1094                         *CURRENT SURVEY CONTROL
 DU1094  ___________________________________________________________________
 DU1094* NAD 83(1986)-  33 30 46.     (N)    111 56 13.     (W)     SCALED    
 DU1094* NAVD 88     -       404.75   (+/-2cm)    1327.9    (feet)  VERTCON   
 DU1094  ___________________________________________________________________
 DU1094  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1094  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1094
 DU1094.The horizontal coordinates were scaled from a topographic map and have
 DU1094.an estimated accuracy of +/- 6 seconds.
 DU1094
 DU1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1094.The vertical order pertains to the NGVD 29 superseded value.
 DU1094
 DU1094.The geoid height was determined by GEOID03.
 DU1094
 DU1094;                    North         East    Units  Estimated Accuracy
 DU1094;SPC AZ C     -   278,620.      211,480.      MT  (+/- 180 meters Scaled)
 DU1094
 DU1094                          SUPERSEDED SURVEY CONTROL
 DU1094
 DU1094  NGVD 29 (??/??/92)  404.174  (m)         1326.03   (f) ADJ UNCH    1 2
 DU1094
 DU1094.Superseded values are not recommended for survey control.
 DU1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1094.See file dsdata.txt to determine how the superseded data were derived.
 DU1094
 DU1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC129085(NAD 83)
 DU1094_MARKER: DB = BENCH MARK DISK
 DU1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1094_STAMPING: P 268 1948
 DU1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1094+STABILITY: SURFACE MOTION
 DU1094
 DU1094  HISTORY     - Date     Condition        Report By
 DU1094  HISTORY     - 1948     MONUMENTED       CGS
 DU1094  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU1094
 DU1094                          STATION DESCRIPTION
 DU1094
 DU1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1094'IN CASA BLANCA AIRPORT.
 DU1094'ABOUT 0.2 MILE NORTH OF THE CASA BLANCA GUEST RANCH, AT THE WIND
 DU1094'INDICATOR, 195 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST RUNWAY,
 DU1094'84.0 FEET NORTH OF THE NORTH EDGE OF A PARKING STRIP, 6.0 FEET SOUTH
 DU1094'OF A LARGE WOODEN POLE SUPPORTING THE WIND INDICATOR, 2.1 FEET NORTH
 DU1094'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU1094'PROJECTING 3 INCHES.
 DU1094
 DU1094                          STATION RECOVERY (2007)
 DU1094
 DU1094'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1094'THE DESCRIBED AREA HAS BEEN SUBDIVIDED INTO PRIVATE PROPERTY, AND IS
 DU1094'INACCESSIBLE TO CASUAL VISITATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0649 ***********************************************************************
 DU0649  DESIGNATION -  P 269
 DU0649  PID         -  DU0649
 DU0649  STATE/COUNTY-  AZ/MARICOPA
 DU0649  USGS QUAD   -  BUCKHORN (1982)
 DU0649
 DU0649                         *CURRENT SURVEY CONTROL
 DU0649  ___________________________________________________________________
 DU0649* NAD 83(1986)-  33 27 24.     (N)    111 43 52.     (W)     SCALED    
 DU0649* NAVD 88     -       417.47   (+/-2cm)    1369.6    (feet)  VERTCON   
 DU0649  ___________________________________________________________________
 DU0649  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU0649  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0649
 DU0649.This mark is at Falcon Field Airport (FFZ)
 DU0649
 DU0649.The horizontal coordinates were scaled from a topographic map and have
 DU0649.an estimated accuracy of +/- 6 seconds.
 DU0649
 DU0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0649.The vertical order pertains to the NGVD 29 superseded value.
 DU0649
 DU0649.The geoid height was determined by GEOID03.
 DU0649
 DU0649;                    North         East    Units  Estimated Accuracy
 DU0649;SPC AZ C     -   272,410.      230,610.      MT  (+/- 180 meters Scaled)
 DU0649
 DU0649                          SUPERSEDED SURVEY CONTROL
 DU0649
 DU0649  NGVD 29 (??/??/92)  416.912  (m)         1367.82   (f) ADJ UNCH    1 2
 DU0649
 DU0649.Superseded values are not recommended for survey control.
 DU0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0649.See file dsdata.txt to determine how the superseded data were derived.
 DU0649
 DU0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC320021(NAD 83)
 DU0649_MARKER: DB = BENCH MARK DISK
 DU0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0649_SP_SET: CONCRETE BASE
 DU0649_STAMPING: P 269 1948
 DU0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0649
 DU0649  HISTORY     - Date     Condition        Report By
 DU0649  HISTORY     - 1948     MONUMENTED       CGS
 DU0649  HISTORY     - 19951217 MARK NOT FOUND   CHANCE
 DU0649
 DU0649                          STATION DESCRIPTION
 DU0649
 DU0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0649'IN FALCON AIRPORT.
 DU0649'AT FALCON AIRPORT, AT THE SOUTHWEST CORNER OF THE WEST HANGAR OF TWO,
 DU0649'AT THE SOUTH END OF A LARGE CONCRETE BASE, 7.6 FEET NORTH OF THE
 DU0649'SOUTHWEST CORNER OF THE HANGAR, 0.4 FOOT NORTH OF THE SOUTH END OF THE
 DU0649'CONCRETE BASE AND 4 INCHES ABOVE THE GROUND.
 DU0649
 DU0649                          STATION RECOVERY (1995)
 DU0649
 DU0649'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU0649'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 DU0649'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0053 ***********************************************************************
 ET0053  DESIGNATION -  P 27
 ET0053  PID         -  ET0053
 ET0053  STATE/COUNTY-  AZ/YAVAPAI
 ET0053  USGS QUAD   -  PRESCOTT (1973)
 ET0053
 ET0053                         *CURRENT SURVEY CONTROL
 ET0053  ___________________________________________________________________
 ET0053* NAD 83(1986)-  34 36 21.     (N)    112 24 17.     (W)     SCALED    
 ET0053* NAVD 88     -      1565.212  (meters)    5135.20   (feet)  POSTED    
 ET0053  ___________________________________________________________________
 ET0053  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 ET0053  DYNAMIC HT  -        1563.090 (meters)    5128.24  (feet)  COMP
 ET0053  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 ET0053
 ET0053  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0053
 ET0053.The horizontal coordinates were scaled from a topographic map and have
 ET0053.an estimated accuracy of +/- 6 seconds.
 ET0053
 ET0053.The orthometric height was determined by differential leveling
 ET0053.and adjusted in November 2005.
 ET0053.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0053.rate of 1.1 thru 2.0 mm/km.
 ET0053
 ET0053.The geoid height was determined by GEOID03.
 ET0053
 ET0053.The dynamic height is computed by dividing the NAVD 88
 ET0053.geopotential number by the normal gravity value computed on the
 ET0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0053.degrees latitude (g = 980.6199 gals.).
 ET0053
 ET0053.The modeled gravity was interpolated from observed gravity values.
 ET0053
 ET0053;                    North         East    Units  Estimated Accuracy
 ET0053;SPC AZ C     -   399,960.      168,600.      MT  (+/- 180 meters Scaled)
 ET0053
 ET0053                          SUPERSEDED SURVEY CONTROL
 ET0053
 ET0053  NGVD 29 (??/??/92) 1564.386  (m)         5132.49   (f) ADJ UNCH    1 2
 ET0053
 ET0053.Superseded values are not recommended for survey control.
 ET0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0053.See file dsdata.txt to determine how the superseded data were derived.
 ET0053
 ET0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD712302(NAD 83)
 ET0053_MARKER: DB = BENCH MARK DISK
 ET0053_SETTING: 66 = SET IN ROCK OUTCROP
 ET0053_SP_SET: GRANITE ROCK
 ET0053_STAMPING: 5132.490 P 27 1933
 ET0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0053+STABILITY: POSITION/ELEVATION WELL
 ET0053
 ET0053  HISTORY     - Date     Condition        Report By
 ET0053  HISTORY     - 1933     MONUMENTED       CGS
 ET0053  HISTORY     - 1960     GOOD             NGS
 ET0053
 ET0053                          STATION DESCRIPTION
 ET0053
 ET0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0053'6.1 MI NE FROM PRESCOTT.
 ET0053'AT ENTRO RAILROAD JUNCTION, 350 FEET SOUTH OF MILEPOST 51, 42 FEET
 ET0053'WEST OF JUNCTION SWITCH POINT, ON TOP OF GRANITE ROCK PAINTED WHITE
 ET0053'B.M.
 ET0053
 ET0053                          STATION RECOVERY (1960)
 ET0053
 ET0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ET0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0406 ***********************************************************************
 DU0406  DESIGNATION -  P 270
 DU0406  PID         -  DU0406
 DU0406  STATE/COUNTY-  AZ/MARICOPA
 DU0406  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0406
 DU0406                         *CURRENT SURVEY CONTROL
 DU0406  ___________________________________________________________________
 DU0406* NAD 83(1986)-  33 35 33.     (N)    111 12 33.     (W)     SCALED    
 DU0406* NAVD 88     -       744.044  (meters)    2441.08   (feet)  ADJUSTED  
 DU0406  ___________________________________________________________________
 DU0406  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DU0406  DYNAMIC HT  -         743.108 (meters)    2438.01  (feet)  COMP
 DU0406  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 DU0406
 DU0406  VERT ORDER  -  FIRST     CLASS II
 DU0406
 DU0406.The horizontal coordinates were scaled from a topographic map and have
 DU0406.an estimated accuracy of +/- 6 seconds.
 DU0406
 DU0406.The orthometric height was determined by differential leveling
 DU0406.and adjusted in June 1991.
 DU0406
 DU0406.The geoid height was determined by GEOID03.
 DU0406
 DU0406.The dynamic height is computed by dividing the NAVD 88
 DU0406.geopotential number by the normal gravity value computed on the
 DU0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0406.degrees latitude (g = 980.6199 gals.).
 DU0406
 DU0406.The modeled gravity was interpolated from observed gravity values.
 DU0406
 DU0406;                    North         East    Units  Estimated Accuracy
 DU0406;SPC AZ C     -   287,680.      279,030.      MT  (+/- 180 meters Scaled)
 DU0406
 DU0406                          SUPERSEDED SURVEY CONTROL
 DU0406
 DU0406  NGVD 29 (??/??/92)  743.460  (m)         2439.17   (f) ADJ UNCH    1 2
 DU0406
 DU0406.Superseded values are not recommended for survey control.
 DU0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0406.See file dsdata.txt to determine how the superseded data were derived.
 DU0406
 DU0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC805169(NAD 83)
 DU0406_MARKER: DB = BENCH MARK DISK
 DU0406_SETTING: 80 = SET IN A BOULDER
 DU0406_SP_SET: BOULDER
 DU0406_STAMPING: P 270 1948
 DU0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0406+STABILITY: SURFACE MOTION
 DU0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0406+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 DU0406
 DU0406  HISTORY     - Date     Condition        Report By
 DU0406  HISTORY     - 1948     MONUMENTED       CGS
 DU0406  HISTORY     - 1980     GOOD             NGS
 DU0406  HISTORY     - 20040403 GOOD             USPSQD
 DU0406  HISTORY     - 20060812 GOOD             GEOCAC
 DU0406  HISTORY     - 20080716 GOOD             GEOCAC
 DU0406
 DU0406                          STATION DESCRIPTION
 DU0406
 DU0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0406'11.2 MI SW FROM ROOSEVELT.
 DU0406'11.2 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.3 MILE
 DU0406'SOUTH OF MILE POST 233, 172 FEET SOUTHWEST OF THE SUMMIT OF THE GRADE,
 DU0406'160 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 DU0406'HIGHWAY LEVEL, ON THE NORTH SIDE OF THE SUMMIT OF THE GRADE, SET IN
 DU0406'THE NORTH BOULDER OF A LARGE GROUP OF GRANITE BOULDERS ON A SMALL
 DU0406'RIDGE AND PROJECTING 1.5 FEET ABOVE THE GROUND LEVEL.
 DU0406
 DU0406                          STATION RECOVERY (1980)
 DU0406
 DU0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0406'14.5 KM (9.0 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0406'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.55 KM (0.35 MI)
 DU0406'SOUTHWEST OF HIGHWAY MILEPOST 233, ON THE SOUTHWEST SLOPE OF A RIDGE,
 DU0406'IN TOP OF THE NORTH EDGE OF AN EMBEDDED GRANITE BOULDER AT THE
 DU0406'NORTH EDGE OF A GROUP OF BOULDERS, 48.8 METERS (160 FT) NORTHWEST OF
 DU0406'THE CENTERLINE OF THE HIGHWAY , 52.4 METERS (172 FT) WEST OF A CREST
 DU0406'IN THE HIGHWAY.
 DU0406'THE MARK IS 3.0 M BELOW THE HIGHWAY CREST.
 DU0406
 DU0406                          STATION RECOVERY (2004)
 DU0406
 DU0406'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU0406'RECOVERED AS DESCRIBED.
 DU0406
 DU0406                          STATION RECOVERY (2006)
 DU0406
 DU0406'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0406'RECOVERED IN GOOD CONDITION.
 DU0406
 DU0406                          STATION RECOVERY (2008)
 DU0406
 DU0406'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0406'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES AS N
 DU0406'33 35.553 W 111
 DU0406'12.560.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0383 ***********************************************************************
 DV0383  DESIGNATION -  P 271
 DV0383  PID         -  DV0383
 DV0383  STATE/COUNTY-  AZ/MARICOPA
 DV0383  USGS QUAD   -  FOWLER (1982)
 DV0383
 DV0383                         *CURRENT SURVEY CONTROL
 DV0383  ___________________________________________________________________
 DV0383* NAD 83(1986)-  33 22 52.     (N)    112 10 04.     (W)     SCALED    
 DV0383* NAVD 88     -       308.17   (+/-2cm)    1011.1    (feet)  VERTCON   
 DV0383  ___________________________________________________________________
 DV0383  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0383
 DV0383.The horizontal coordinates were scaled from a topographic map and have
 DV0383.an estimated accuracy of +/- 6 seconds.
 DV0383
 DV0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0383.The vertical order pertains to the NGVD 29 superseded value.
 DV0383
 DV0383.The geoid height was determined by GEOID03.
 DV0383
 DV0383;                    North         East    Units  Estimated Accuracy
 DV0383;SPC AZ C     -   264,040.      190,000.      MT  (+/- 180 meters Scaled)
 DV0383
 DV0383                          SUPERSEDED SURVEY CONTROL
 DV0383
 DV0383  NGVD 29 (??/??/92)  307.534  (m)         1008.97   (f) ADJ UNCH    2 0
 DV0383
 DV0383.Superseded values are not recommended for survey control.
 DV0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0383.See file dsdata.txt to determine how the superseded data were derived.
 DV0383
 DV0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913941(NAD 83)
 DV0383_MARKER: DB = BENCH MARK DISK
 DV0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0383_STAMPING: P 271 1948
 DV0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0383+STABILITY: SURFACE MOTION
 DV0383
 DV0383  HISTORY     - Date     Condition        Report By
 DV0383  HISTORY     - 1948     MONUMENTED       CGS
 DV0383  HISTORY     - 1959     GOOD             NGS
 DV0383  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0383  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0383
 DV0383                          STATION DESCRIPTION
 DV0383
 DV0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0383'7.3 MI N FROM KOMATKE.
 DV0383'7.3 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 29.6 FEET EAST OF THE
 DV0383'CENTER LINE OF LATERAL 17, 10.5 FEET NORTH OF THE CENTER LINE OF A
 DV0383'ROAD LEADING EAST TO A FARM HOUSE, 2.3 FEET WEST OF A WIRE FENCE, 2.1
 DV0383'FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD,
 DV0383'2.7 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DV0383'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0383
 DV0383                          STATION RECOVERY (1959)
 DV0383
 DV0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0383'RECOVERED IN GOOD CONDITION.
 DV0383
 DV0383                          STATION RECOVERY (1994)
 DV0383
 DV0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0383'MARK NOT FOUND.
 DV0383
 DV0383                          STATION RECOVERY (2007)
 DV0383
 DV0383'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0383'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0383'MARK.
 DV0383'THE DESCRIBED AREA HAS BEEN DEVELOPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0414 ***********************************************************************
 DV0414  DESIGNATION -  P 272
 DV0414  PID         -  DV0414
 DV0414  STATE/COUNTY-  AZ/MARICOPA
 DV0414  USGS QUAD   -  LAVEEN (1973)
 DV0414
 DV0414                         *CURRENT SURVEY CONTROL
 DV0414  ___________________________________________________________________
 DV0414* NAD 83(1986)-  33 19 01.     (N)    112 07 56.     (W)     SCALED    
 DV0414* NAVD 88     -       395.61   (+/-2cm)    1297.9    (feet)  VERTCON   
 DV0414  ___________________________________________________________________
 DV0414  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0414
 DV0414.The horizontal coordinates were scaled from a topographic map and have
 DV0414.an estimated accuracy of +/- 6 seconds.
 DV0414
 DV0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0414.The vertical order pertains to the NGVD 29 superseded value.
 DV0414
 DV0414.The geoid height was determined by GEOID03.
 DV0414
 DV0414;                    North         East    Units  Estimated Accuracy
 DV0414;SPC AZ C     -   256,920.      193,290.      MT  (+/- 180 meters Scaled)
 DV0414
 DV0414                          SUPERSEDED SURVEY CONTROL
 DV0414
 DV0414  NGVD 29 (??/??/92)  394.994  (m)         1295.91   (f) ADJ UNCH    2 0
 DV0414
 DV0414.Superseded values are not recommended for survey control.
 DV0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0414.See file dsdata.txt to determine how the superseded data were derived.
 DV0414
 DV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB946869(NAD 83)
 DV0414_MARKER: DB = BENCH MARK DISK
 DV0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0414_STAMPING: P 272 1948
 DV0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0414+STABILITY: SURFACE MOTION
 DV0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0414+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 DV0414
 DV0414  HISTORY     - Date     Condition        Report By
 DV0414  HISTORY     - 1948     MONUMENTED       CGS
 DV0414  HISTORY     - 20070115 GOOD             GEOCAC
 DV0414
 DV0414                          STATION DESCRIPTION
 DV0414
 DV0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0414'11.3 MI S FROM PHOENIX.
 DV0414'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0414'PHOENIX, THENCE 3.1 MILES SOUTHWEST ALONG THE MAIN ROAD THRU SOUTH MT.
 DV0414'PARK, THENCE 2.4 MILES WEST ALONG THE SAN JUAN PICNIC AREA ROAD, 39.2
 DV0414'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.1 FEET EAST OF A WHITE
 DV0414'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD, SET
 DV0414'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE SURFACE OF
 DV0414'THE GROUND.
 DV0414
 DV0414                          STATION RECOVERY (2007)
 DV0414
 DV0414'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0414'RECOVERED AS DESCRIBED, EXCEPT THAT THE WOODEN WITNESS POST HAS BEEN
 DV0414'REPLACED BY A METAL ONE WITH A SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0369 ***********************************************************************
 DV0369  DESIGNATION -  P 273
 DV0369  PID         -  DV0369
 DV0369  STATE/COUNTY-  AZ/MARICOPA
 DV0369  USGS QUAD   -  PIMA BUTTE (1967)
 DV0369
 DV0369                         *CURRENT SURVEY CONTROL
 DV0369  ___________________________________________________________________
 DV0369* NAD 83(1986)-  33 13 59.     (N)    112 05 38.     (W)     SCALED    
 DV0369* NAVD 88     -       329.842  (meters)    1082.16   (feet)  ADJUSTED  
 DV0369  ___________________________________________________________________
 DV0369  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0369  DYNAMIC HT  -         329.462 (meters)    1080.91  (feet)  COMP
 DV0369  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DV0369
 DV0369  VERT ORDER  -  FIRST     CLASS II
 DV0369
 DV0369.The horizontal coordinates were scaled from a topographic map and have
 DV0369.an estimated accuracy of +/- 6 seconds.
 DV0369
 DV0369.The orthometric height was determined by differential leveling
 DV0369.and adjusted in August 1994.
 DV0369
 DV0369.The geoid height was determined by GEOID03.
 DV0369
 DV0369.The dynamic height is computed by dividing the NAVD 88
 DV0369.geopotential number by the normal gravity value computed on the
 DV0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0369.degrees latitude (g = 980.6199 gals.).
 DV0369
 DV0369.The modeled gravity was interpolated from observed gravity values.
 DV0369
 DV0369;                    North         East    Units  Estimated Accuracy
 DV0369;SPC AZ C     -   247,610.      196,840.      MT  (+/- 180 meters Scaled)
 DV0369
 DV0369                          SUPERSEDED SURVEY CONTROL
 DV0369
 DV0369  NGVD 29 (??/??/92)  329.368  (m)         1080.60   (f) ADJ UNCH    1 2
 DV0369
 DV0369.Superseded values are not recommended for survey control.
 DV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0369.See file dsdata.txt to determine how the superseded data were derived.
 DV0369
 DV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB980776(NAD 83)
 DV0369_MARKER: DB = BENCH MARK DISK
 DV0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0369_SP_SET: CONCRETE POST
 DV0369_STAMPING: P 273 1948
 DV0369_MARK LOGO: CGS   
 DV0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0369+STABILITY: SURFACE MOTION
 DV0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0369+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 DV0369
 DV0369  HISTORY     - Date     Condition        Report By
 DV0369  HISTORY     - 1948     MONUMENTED       CGS
 DV0369  HISTORY     - 19940325 GOOD             NGS
 DV0369  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0369
 DV0369                          STATION DESCRIPTION
 DV0369
 DV0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0369'5.5 MI SE FROM KOMATKE.
 DV0369'5.5 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 63 FEET
 DV0369'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 49.0 FEET EAST OF A LARGE
 DV0369'GREEN TREE, 2.0 FEET ABOVE THE LEVEL OF THE ROAD, 3.4 FEET SOUTHEAST
 DV0369'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0369'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0369
 DV0369                          STATION RECOVERY (1994)
 DV0369
 DV0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0369'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVE FROM THE POST OFFICE IN
 DV0369'LAVEEN, THENCE 8.8 KM (5.45 MI) EASTERLY ALONG BELTLINE ROAD, 19.1 M
 DV0369'(62.7 FT) SOUTHWEST OF THE ROAD CENTERLINE, 1.1 M (3.6 FT) SOUTHEAST
 DV0369'OF A 4 BY 4-INCH WOODEN POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DV0369'ROAD, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS
 DV0369'FLUSH WITH THE GROUND SURFACE.
 DV0369
 DV0369                          STATION RECOVERY (2007)
 DV0369
 DV0369'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0369'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0369'MARK. NO WITNESS POST WAS LOCATED, AND THE AREA HAS BEEN SILTED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0403 ***********************************************************************
 DV0403  DESIGNATION -  P 274
 DV0403  PID         -  DV0403
 DV0403  STATE/COUNTY-  AZ/PINAL
 DV0403  USGS QUAD   -  ENID (1978)
 DV0403
 DV0403                         *CURRENT SURVEY CONTROL
 DV0403  ___________________________________________________________________
 DV0403* NAD 83(1986)-  33 07 07.     (N)    112 09 02.     (W)     SCALED    
 DV0403* NAVD 88     -       396.28   (+/-2cm)    1300.1    (feet)  VERTCON   
 DV0403  ___________________________________________________________________
 DV0403  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0403
 DV0403.The horizontal coordinates were scaled from a topographic map and have
 DV0403.an estimated accuracy of +/- 6 seconds.
 DV0403
 DV0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0403.The vertical order pertains to the NGVD 29 superseded value.
 DV0403
 DV0403.The geoid height was determined by GEOID03.
 DV0403
 DV0403;                    North         East    Units  Estimated Accuracy
 DV0403;SPC AZ C     -   234,930.      191,530.      MT  (+/- 180 meters Scaled)
 DV0403
 DV0403                          SUPERSEDED SURVEY CONTROL
 DV0403
 DV0403  NGVD 29 (??/??/92)  395.712  (m)         1298.27   (f) ADJ UNCH    2 0
 DV0403
 DV0403.Superseded values are not recommended for survey control.
 DV0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0403.See file dsdata.txt to determine how the superseded data were derived.
 DV0403
 DV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB926650(NAD 83)
 DV0403_MARKER: DB = BENCH MARK DISK
 DV0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0403_STAMPING: P 274 1948
 DV0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0403+STABILITY: SURFACE MOTION
 DV0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0403+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0403
 DV0403  HISTORY     - Date     Condition        Report By
 DV0403  HISTORY     - 1948     MONUMENTED       CGS
 DV0403  HISTORY     - 1980     GOOD             NGS
 DV0403  HISTORY     - 1980     GOOD             NGS
 DV0403  HISTORY     - 20071223 GOOD             GEOCAC
 DV0403
 DV0403                          STATION DESCRIPTION
 DV0403
 DV0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0403'12.1 MI S FROM KOMATKE.
 DV0403'12.1 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 69.6 FEET
 DV0403'EAST OF THE CENTER LINE OF THE ROAD, 52.0 FEET SOUTH OF A WASH, 1.0
 DV0403'FOOT BELOW THE LEVEL OF THE ROAD, 3.5 FEET SOUTHWEST OF A WHITE WOODEN
 DV0403'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 DV0403'ABOVE THE GROUND.
 DV0403
 DV0403                          STATION RECOVERY (1980)
 DV0403
 DV0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0403'RECOVERED IN GOOD CONDITION.
 DV0403
 DV0403                          STATION RECOVERY (1980)
 DV0403
 DV0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0403'RECOVERED IN GOOD CONDITION.
 DV0403
 DV0403                          STATION RECOVERY (2007)
 DV0403
 DV0403'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1041 ***********************************************************************
 DU1041  DESIGNATION -  P 275
 DU1041  PID         -  DU1041
 DU1041  STATE/COUNTY-  AZ/PINAL
 DU1041  USGS QUAD   -  SACATON BUTTE (1967)
 DU1041
 DU1041                         *CURRENT SURVEY CONTROL
 DU1041  ___________________________________________________________________
 DU1041* NAD 83(1986)-  33 05 59.     (N)    111 55 06.     (W)     SCALED    
 DU1041* NAVD 88     -       363.71   (+/-2cm)    1193.3    (feet)  VERTCON   
 DU1041  ___________________________________________________________________
 DU1041  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DU1041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1041
 DU1041.The horizontal coordinates were scaled from a topographic map and have
 DU1041.an estimated accuracy of +/- 6 seconds.
 DU1041
 DU1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1041.The vertical order pertains to the NGVD 29 superseded value.
 DU1041
 DU1041.The geoid height was determined by GEOID03.
 DU1041
 DU1041;                    North         East    Units  Estimated Accuracy
 DU1041;SPC AZ C     -   232,810.      213,200.      MT  (+/- 180 meters Scaled)
 DU1041
 DU1041                          SUPERSEDED SURVEY CONTROL
 DU1041
 DU1041  NGVD 29 (??/??/92)  363.232  (m)         1191.70   (f) ADJ UNCH    2 0
 DU1041
 DU1041.Superseded values are not recommended for survey control.
 DU1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1041.See file dsdata.txt to determine how the superseded data were derived.
 DU1041
 DU1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB143627(NAD 83)
 DU1041_MARKER: DB = BENCH MARK DISK
 DU1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1041_STAMPING: P 275 1948
 DU1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1041+STABILITY: SURFACE MOTION
 DU1041
 DU1041  HISTORY     - Date     Condition        Report By
 DU1041  HISTORY     - 1948     MONUMENTED       CGS
 DU1041  HISTORY     - 1959     GOOD             NGS
 DU1041  HISTORY     - 20061208 MARK NOT FOUND   GEOCAC
 DU1041
 DU1041                          STATION DESCRIPTION
 DU1041
 DU1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1041'3.2 MI W FROM CASA BLANCA.
 DU1041'2.0 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU1041'THENCE 1.2 MILES SOUTH ALONG A DIRT ROAD, 35.8 FEET SOUTHEAST OF THE
 DU1041'INTERSECTION OF THE ROAD AND A ROAD LEADING SOUTHWEST, 25.4 FEET EAST
 DU1041'OF THE CENTER LINE OF THE ROAD, 0.8 FEET WEST OF A WIRE FENCE, 1.0
 DU1041'FOOT ABOVE THE LEVEL OF THE ROAD AND 3.0 FEET NORTH OF A WHITE WOODEN
 DU1041'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 DU1041'ABOVE THE GROUND.
 DU1041
 DU1041                          STATION RECOVERY (1959)
 DU1041
 DU1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU1041'RECOVERED IN GOOD CONDITION.
 DU1041
 DU1041                          STATION RECOVERY (2006)
 DU1041
 DU1041'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1041'THE EDGES OF THE ROAD HAVE BEEN GRADED, AND NONE OF THE REFERENCED
 DU1041'OBJECTS COULD BE LOCATED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0826 ***********************************************************************
 DU0826  DESIGNATION -  P 276
 DU0826  PID         -  DU0826
 DU0826  STATE/COUNTY-  AZ/PINAL
 DU0826  USGS QUAD   -  GILA BUTTE NW (1981)
 DU0826
 DU0826                         *CURRENT SURVEY CONTROL
 DU0826  ___________________________________________________________________
 DU0826* NAD 83(1986)-  33 09 29.     (N)    111 52 57.     (W)     SCALED    
 DU0826* NAVD 88     -       359.43   (+/-2cm)    1179.2    (feet)  VERTCON   
 DU0826  ___________________________________________________________________
 DU0826  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DU0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0826
 DU0826.The horizontal coordinates were scaled from a topographic map and have
 DU0826.an estimated accuracy of +/- 6 seconds.
 DU0826
 DU0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0826.The vertical order pertains to the NGVD 29 superseded value.
 DU0826
 DU0826.The geoid height was determined by GEOID03.
 DU0826
 DU0826;                    North         East    Units  Estimated Accuracy
 DU0826;SPC AZ C     -   239,280.      216,550.      MT  (+/- 180 meters Scaled)
 DU0826
 DU0826                          SUPERSEDED SURVEY CONTROL
 DU0826
 DU0826  NGVD 29 (??/??/92)  358.944  (m)         1177.64   (f) ADJ UNCH    2 0
 DU0826
 DU0826.Superseded values are not recommended for survey control.
 DU0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0826.See file dsdata.txt to determine how the superseded data were derived.
 DU0826
 DU0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB177691(NAD 83)
 DU0826_MARKER: DB = BENCH MARK DISK
 DU0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0826_STAMPING: P 276 1948
 DU0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0826+STABILITY: SURFACE MOTION
 DU0826
 DU0826  HISTORY     - Date     Condition        Report By
 DU0826  HISTORY     - 1948     MONUMENTED       CGS
 DU0826
 DU0826                          STATION DESCRIPTION
 DU0826
 DU0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0826'3.5 MI N FROM CASA BLANCA.
 DU0826'0.5 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0826'THENCE 2.0 MILES NORTH ALONG THE ADAMS ROAD, THENCE 1.0 MILE NORTHEAST
 DU0826'ALONG A DIM TRACK ROAD, 0.1 MILE SOUTHWEST OF THE GILA RIVER, 39.6
 DU0826'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD WHERE THREE ROADS MEET,
 DU0826'ABOUT LEVEL WITH THE ROAD AND 3.6 FEET NORTHEAST OF A WHITE WOODEN
 DU0826'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DU0826'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0806 ***********************************************************************
 DU0806  DESIGNATION -  P 277
 DU0806  PID         -  DU0806
 DU0806  STATE/COUNTY-  AZ/MARICOPA
 DU0806  USGS QUAD   -  GUADALUPE (1982)
 DU0806
 DU0806                         *CURRENT SURVEY CONTROL
 DU0806  ___________________________________________________________________
 DU0806* NAD 83(1986)-  33 17 28.     (N)    111 57 39.     (W)     SCALED    
 DU0806* NAVD 88     -       351.91   (+/-2cm)    1154.6    (feet)  VERTCON   
 DU0806  ___________________________________________________________________
 DU0806  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0806
 DU0806.The horizontal coordinates were scaled from a topographic map and have
 DU0806.an estimated accuracy of +/- 6 seconds.
 DU0806
 DU0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0806.The vertical order pertains to the NGVD 29 superseded value.
 DU0806
 DU0806.The geoid height was determined by GEOID03.
 DU0806
 DU0806;                    North         East    Units  Estimated Accuracy
 DU0806;SPC AZ C     -   254,040.      209,250.      MT  (+/- 180 meters Scaled)
 DU0806
 DU0806                          SUPERSEDED SURVEY CONTROL
 DU0806
 DU0806  NGVD 29 (??/??/92)  351.353  (m)         1152.73   (f) ADJ UNCH    2 0
 DU0806
 DU0806.Superseded values are not recommended for survey control.
 DU0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0806.See file dsdata.txt to determine how the superseded data were derived.
 DU0806
 DU0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB105839(NAD 83)
 DU0806_MARKER: DB = BENCH MARK DISK
 DU0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0806_STAMPING: P 277 1948
 DU0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0806+STABILITY: SURFACE MOTION
 DU0806
 DU0806  HISTORY     - Date     Condition        Report By
 DU0806  HISTORY     - 1948     MONUMENTED       CGS
 DU0806  HISTORY     - 1959     MARK NOT FOUND   DOD
 DU0806
 DU0806                          STATION DESCRIPTION
 DU0806
 DU0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0806'10.0 MI S FROM TEMPE.
 DU0806'9.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0806'STATION AT TEMPE, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 48.5 FEET
 DU0806'SOUTH OF THE CENTER LINE OF THE ROAD, 38.3 FEET EAST OF THE CENTER
 DU0806'LINE OF THE ROAD, 3.0 FEET BELOW THE LEVEL OF THE ROAD, 2.5 FEET EAST
 DU0806'OF A WHITE WOODEN WITNESS POST, SET IN THE ANGLE FORMED BY THE ROAD
 DU0806'MAKING A SHARP TURN TO THE SOUTH, SET IN THE TOP OF A CONCRETE POST
 DU0806'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0806
 DU0806                          STATION RECOVERY (1959)
 DU0806
 DU0806'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DU0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1026 ***********************************************************************
 CZ1026  DESIGNATION -  P 278
 CZ1026  PID         -  CZ1026
 CZ1026  STATE/COUNTY-  AZ/PINAL
 CZ1026  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1026
 CZ1026                         *CURRENT SURVEY CONTROL
 CZ1026  ___________________________________________________________________
 CZ1026* NAD 83(1986)-  32 49 23.     (N)    111 40 12.     (W)     SCALED    
 CZ1026* NAVD 88     -       447.941  (meters)    1469.62   (feet)  ADJUSTED  
 CZ1026  ___________________________________________________________________
 CZ1026  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1026  DYNAMIC HT  -         447.390 (meters)    1467.81  (feet)  COMP
 CZ1026  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 CZ1026  OBS GRAVITY -     979,392.1   (mgal)                       GRAV_OBS
 CZ1026
 CZ1026  VERT ORDER  -  FIRST     CLASS II
 CZ1026
 CZ1026.The horizontal coordinates were scaled from a topographic map and have
 CZ1026.an estimated accuracy of +/- 6 seconds.
 CZ1026
 CZ1026.The orthometric height was determined by differential leveling
 CZ1026.and adjusted in November 1993.
 CZ1026
 CZ1026.The geoid height was determined by GEOID03.
 CZ1026
 CZ1026.The dynamic height is computed by dividing the NAVD 88
 CZ1026.geopotential number by the normal gravity value computed on the
 CZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1026.degrees latitude (g = 980.6199 gals.).
 CZ1026
 CZ1026.The modeled gravity was interpolated from observed gravity values.
 CZ1026.The observed gravity was obtained from relative gravimeter ties
 CZ1026.to the IGSN71 gravity network.
 CZ1026
 CZ1026;                    North         East    Units  Estimated Accuracy
 CZ1026;SPC AZ C     -   202,160.      236,460.      MT  (+/- 180 meters Scaled)
 CZ1026
 CZ1026                          SUPERSEDED SURVEY CONTROL
 CZ1026
 CZ1026  NAVD 88 (06/15/91)  447.960  (m)         1469.68   (f) UNKNOWN     1 2
 CZ1026  NGVD 29 (??/??/92)  447.562  (m)         1468.38   (f) ADJ UNCH    1 2
 CZ1026
 CZ1026.Superseded values are not recommended for survey control.
 CZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1026.See file dsdata.txt to determine how the superseded data were derived.
 CZ1026
 CZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB372318(NAD 83)
 CZ1026_MARKER: DB = BENCH MARK DISK
 CZ1026_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1026_SP_SET: BRIDGE ABUTMENT
 CZ1026_STAMPING: P 278 1948
 CZ1026_MARK LOGO: CGS   
 CZ1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1026+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1026
 CZ1026  HISTORY     - Date     Condition        Report By
 CZ1026  HISTORY     - 1948     MONUMENTED       CGS
 CZ1026  HISTORY     - 1967     GOOD             NGS
 CZ1026  HISTORY     - 1980     GOOD             NGS
 CZ1026  HISTORY     - 1980     GOOD             NGS
 CZ1026  HISTORY     - 1984     GOOD             NGS
 CZ1026  HISTORY     - 19911205 GOOD             NGS
 CZ1026  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1026
 CZ1026                          STATION DESCRIPTION
 CZ1026
 CZ1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1026'6.2 MI SE FROM CASA GRANDE.
 CZ1026'ABOUT 6.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1026'STATION AT CASA GRANDE, IN S 7, T 7 S, R 7 E, 2 1/2 POLES SOUTHEAST OF
 CZ1026'THE CROSSING OF THE RAILROAD AND THE ARIZONA CITY ROAD, 6 1/2 FEET
 CZ1026'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, SET IN THE TOP OF THE
 CZ1026'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER
 CZ1026'924.99, 87 FEET WEST OF MILEPOST NUMBER 925, AND ABOUT 1 FOOT BELOW
 CZ1026'THE LEVEL OF THE TRACKS.
 CZ1026
 CZ1026                          STATION RECOVERY (1980)
 CZ1026
 CZ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1026'RECOVERED IN GOOD CONDITION.
 CZ1026
 CZ1026                          STATION RECOVERY (1980)
 CZ1026
 CZ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1026'RECOVERED IN GOOD CONDITION.
 CZ1026
 CZ1026                          STATION RECOVERY (1984)
 CZ1026
 CZ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1026'RECOVERED IN GOOD CONDITION.
 CZ1026
 CZ1026                          STATION RECOVERY (1991)
 CZ1026
 CZ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1026'10.4 KM (6.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1026'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1026'BOULEVARD) IN CASA GRANDE, IN TOP OF AND 1.4 M (4.6 FT) SOUTHWEST OF
 CZ1026'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF SOUTHERN
 CZ1026'PACIFIC RAILROAD BRIDGE NUMBER 924.99, 0.1 KM (0.05 MI) SOUTHEAST OF
 CZ1026'THE INTERSECTION OF SUNLAND GIN ROAD, 38.7 M (127.0 FT) SOUTHWEST OF
 CZ1026'THE HIGHWAY CENTERLINE, 2.1 M (6.9 FT) NORTHEAST OF THE NEAR RAIL,
 CZ1026'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 CZ1026
 CZ1026                          STATION RECOVERY (2006)
 CZ1026
 CZ1026'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0076 ***********************************************************************
 ET0076  DESIGNATION -  P 28
 ET0076  PID         -  ET0076
 ET0076  STATE/COUNTY-  AZ/YAVAPAI
 ET0076  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0076
 ET0076                         *CURRENT SURVEY CONTROL
 ET0076  ___________________________________________________________________
 ET0076* NAD 83(1986)-  34 41 12.     (N)    112 10 10.     (W)     SCALED    
 ET0076* NAVD 88     -      1878.103  (meters)    6161.74   (feet)  POSTED    
 ET0076  ___________________________________________________________________
 ET0076  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ET0076  DYNAMIC HT  -        1875.510 (meters)    6153.24  (feet)  COMP
 ET0076  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 ET0076
 ET0076  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0076
 ET0076.The horizontal coordinates were scaled from a topographic map and have
 ET0076.an estimated accuracy of +/- 6 seconds.
 ET0076
 ET0076.The orthometric height was determined by differential leveling
 ET0076.and adjusted in November 2005.
 ET0076
 ET0076.The geoid height was determined by GEOID03.
 ET0076
 ET0076.The dynamic height is computed by dividing the NAVD 88
 ET0076.geopotential number by the normal gravity value computed on the
 ET0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0076.degrees latitude (g = 980.6199 gals.).
 ET0076
 ET0076.The modeled gravity was interpolated from observed gravity values.
 ET0076
 ET0076;                    North         East    Units  Estimated Accuracy
 ET0076;SPC AZ C     -   408,850.      190,200.      MT  (+/- 180 meters Scaled)
 ET0076
 ET0076                          SUPERSEDED SURVEY CONTROL
 ET0076
 ET0076  NGVD 29 (??/??/92) 1877.233  (m)         6158.89   (f) ADJ UNCH    1 2
 ET0076
 ET0076.Superseded values are not recommended for survey control.
 ET0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0076.See file dsdata.txt to determine how the superseded data were derived.
 ET0076
 ET0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD928389(NAD 83)
 ET0076_MARKER: DB = BENCH MARK DISK
 ET0076_SETTING: 66 = SET IN ROCK OUTCROP
 ET0076_SP_SET: ROCK OUTCROP
 ET0076_STAMPING: 6158.889 P 28 1933
 ET0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0076+STABILITY: POSITION/ELEVATION WELL
 ET0076
 ET0076  HISTORY     - Date     Condition        Report By
 ET0076  HISTORY     - 1933     MONUMENTED       CGS
 ET0076  HISTORY     - 1973     GOOD             USGS
 ET0076
 ET0076                          STATION DESCRIPTION
 ET0076
 ET0076'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0076'10.6 MI SW FROM JEROME.
 ET0076'ABOUT 10.8 MILES SOUTHWEST ALONG STATE HIGHWAY 89A FROM THE POST
 ET0076'OFFICE AT JEROME, YAVAPAI CO..  110 FEET SOUTH OF CENTERLINE OF THE
 ET0076'HIGHWAY.  70 FEET EAST OF CENTERLINE OF OLD ROAD ON SOUTH BANK (OLD
 ET0076'BRIDGE CROSSING)., 15 FEET SOUTH OF CENTERLINE OF A DRAIN AND IN THE
 ET0076'TOP OF A PROMINENT ROCK OUTCROP JUTTING INTO THE DRAIN FROM THE SOUTH
 ET0076'BANK.  A STANDARD USC AND GS TABLET STAMPED 6158.889 P 28 1933
 ET0076'CEMENTED IN THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0708 ***********************************************************************
 ET0708  DESIGNATION -  P 280
 ET0708  PID         -  ET0708
 ET0708  STATE/COUNTY-  AZ/LA PAZ
 ET0708  USGS QUAD   -  POWERLINE WELL (1990)
 ET0708
 ET0708                         *CURRENT SURVEY CONTROL
 ET0708  ___________________________________________________________________
 ET0708* NAD 83(1986)-  34 06 53.     (N)    113 54 42.     (W)     SCALED    
 ET0708* NAVD 88     -       468.35   (+/-2cm)    1536.6    (feet)  VERTCON   
 ET0708  ___________________________________________________________________
 ET0708  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 ET0708  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0708
 ET0708.The horizontal coordinates were scaled from a topographic map and have
 ET0708.an estimated accuracy of +/- 6 seconds.
 ET0708
 ET0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0708.The vertical order pertains to the NGVD 29 superseded value.
 ET0708
 ET0708.The geoid height was determined by GEOID03.
 ET0708
 ET0708;                    North         East    Units  Estimated Accuracy
 ET0708;SPC AZ W     -   345,400.      198,450.      MT  (+/- 180 meters Scaled)
 ET0708
 ET0708                          SUPERSEDED SURVEY CONTROL
 ET0708
 ET0708  NGVD 29 (??/??/92)  467.692  (m)         1534.42   (f) ADJ UNCH    1 2
 ET0708
 ET0708.Superseded values are not recommended for survey control.
 ET0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0708.See file dsdata.txt to determine how the superseded data were derived.
 ET0708
 ET0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC314787(NAD 83)
 ET0708_MARKER: DB = BENCH MARK DISK
 ET0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0708_STAMPING: P 280 1948
 ET0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0708+STABILITY: SURFACE MOTION
 ET0708
 ET0708  HISTORY     - Date     Condition        Report By
 ET0708  HISTORY     - 1948     MONUMENTED       CGS
 ET0708
 ET0708                          STATION DESCRIPTION
 ET0708
 ET0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0708'16.6 MI N FROM BOUSE.
 ET0708'16.6 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0708'BOUSE, 58 FEET NORTH OF THE CENTER LINE OF A DRY WASH, 27 FEET SOUTH
 ET0708'OF THE CENTER LINE OF THE ROAD, 3.7 FEET EAST OF A WHITE WOODEN
 ET0708'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.  SET IN
 ET0708'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1199 ***********************************************************************
 DV1199  DESIGNATION -  P 281
 DV1199  PID         -  DV1199
 DV1199  STATE/COUNTY-  AZ/LA PAZ
 DV1199  USGS QUAD   -  EAST OF UTTING (1990)
 DV1199
 DV1199                         *CURRENT SURVEY CONTROL
 DV1199  ___________________________________________________________________
 DV1199* NAD 83(1986)-  33 48 20.     (N)    113 50 27.     (W)     SCALED    
 DV1199* NAVD 88     -       366.70   (+/-2cm)    1203.1    (feet)  VERTCON   
 DV1199  ___________________________________________________________________
 DV1199  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1199  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1199
 DV1199.The horizontal coordinates were scaled from a topographic map and have
 DV1199.an estimated accuracy of +/- 6 seconds.
 DV1199
 DV1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1199.The vertical order pertains to the NGVD 29 superseded value.
 DV1199
 DV1199.The geoid height was determined by GEOID03.
 DV1199
 DV1199;                    North         East    Units  Estimated Accuracy
 DV1199;SPC AZ W     -   311,100.      204,950.      MT  (+/- 180 meters Scaled)
 DV1199
 DV1199                          SUPERSEDED SURVEY CONTROL
 DV1199
 DV1199  NGVD 29 (??/??/92)  366.040  (m)         1200.92   (f) ADJ UNCH    1 2
 DV1199
 DV1199.Superseded values are not recommended for survey control.
 DV1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1199.See file dsdata.txt to determine how the superseded data were derived.
 DV1199
 DV1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC370442(NAD 83)
 DV1199_MARKER: DB = BENCH MARK DISK
 DV1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1199_STAMPING: P 281 1948
 DV1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1199+STABILITY: SURFACE MOTION
 DV1199
 DV1199  HISTORY     - Date     Condition        Report By
 DV1199  HISTORY     - 1948     MONUMENTED       CGS
 DV1199
 DV1199                          STATION DESCRIPTION
 DV1199
 DV1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1199'6.7 MI NW FROM VICKSBURG.
 DV1199'6.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1199'FROM THE STATION SIGNBOARD AT VICKSBURG, 41 FEET SOUTHWEST OF THE
 DV1199'CENTER LINE OF THE TRACK, ABOUT 5 FEET BELOW THE SURFACE OF THE TRACK,
 DV1199'3.4 FEET NORTHWEST OF MILEPOST 67, AND 2.5 FEET SOUTHEAST OF A WHITE
 DV1199'WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DV1199'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0383 ***********************************************************************
 CZ0383  DESIGNATION -  P 283
 CZ0383  PID         -  CZ0383
 CZ0383  STATE/COUNTY-  AZ/PINAL
 CZ0383  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0383
 CZ0383                         *CURRENT SURVEY CONTROL
 CZ0383  ___________________________________________________________________
 CZ0383* NAD 83(1986)-  32 54 31.     (N)    111 27 47.     (W)     SCALED    
 CZ0383* NAVD 88     -       459.484  (meters)    1507.49   (feet)  ADJUSTED  
 CZ0383  ___________________________________________________________________
 CZ0383  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ0383  DYNAMIC HT  -         458.915 (meters)    1505.62  (feet)  COMP
 CZ0383  MODELED GRAV-     979,385.4   (mgal)                       NAVD 88
 CZ0383
 CZ0383  VERT ORDER  -  FIRST     CLASS II
 CZ0383
 CZ0383.The horizontal coordinates were scaled from a topographic map and have
 CZ0383.an estimated accuracy of +/- 6 seconds.
 CZ0383
 CZ0383.The orthometric height was determined by differential leveling
 CZ0383.and adjusted in November 1993.
 CZ0383
 CZ0383.The geoid height was determined by GEOID03.
 CZ0383
 CZ0383.The dynamic height is computed by dividing the NAVD 88
 CZ0383.geopotential number by the normal gravity value computed on the
 CZ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0383.degrees latitude (g = 980.6199 gals.).
 CZ0383
 CZ0383.The modeled gravity was interpolated from observed gravity values.
 CZ0383
 CZ0383;                    North         East    Units  Estimated Accuracy
 CZ0383;SPC AZ C     -   211,710.      255,790.      MT  (+/- 180 meters Scaled)
 CZ0383
 CZ0383                          SUPERSEDED SURVEY CONTROL
 CZ0383
 CZ0383  NGVD 29 (??/??/92)  459.019  (m)         1505.96   (f) ADJ UNCH    1 2
 CZ0383
 CZ0383.Superseded values are not recommended for survey control.
 CZ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0383.See file dsdata.txt to determine how the superseded data were derived.
 CZ0383
 CZ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB566412(NAD 83)
 CZ0383_MARKER: DB = BENCH MARK DISK
 CZ0383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ0383_SP_SET: HEADWALL
 CZ0383_STAMPING: P 283 1949
 CZ0383_MARK LOGO: CGS   
 CZ0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0383+STABILITY: SURFACE MOTION
 CZ0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0383+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0383
 CZ0383  HISTORY     - Date     Condition        Report By
 CZ0383  HISTORY     - 1949     MONUMENTED       CGS
 CZ0383  HISTORY     - 1967     GOOD             NGS
 CZ0383  HISTORY     - 19920104 GOOD             NGS
 CZ0383  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0383
 CZ0383                          STATION DESCRIPTION
 CZ0383
 CZ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0383'12.85 MI SW FROM FLORENCE.
 CZ0383'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 CZ0383'FLORENCE, THENCE 1.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 CZ0383'0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A
 CZ0383'GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 CZ0383'MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED
 CZ0383'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 CZ0383'WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A GRAVELED
 CZ0383'ROAD, IN S 7, T 6 S, R 9 E, 47 FEET NORTHEAST OF A ROAD INTERSECTION,
 CZ0383'45 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET EAST OF
 CZ0383'THE CENTER LINE OF A NORTH-SOUTH ROAD SET IN THE TOP OF THE NORTH END
 CZ0383'OF THE EAST HEAD WALL OF A CULVERT UNDER THE NORTH-SOUTH ROAD, AND
 CZ0383'ABOUT LEVEL WITH THE ROADS.
 CZ0383
 CZ0383                          STATION RECOVERY (1992)
 CZ0383
 CZ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0383'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0383'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0383'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0383'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0383'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0383'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0383'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ0383'BARTLETT ROAD, THENCE 4.0 KM (2.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ0383'IN TOP OF AND 1.1 M (3.6 FT) SOUTH OF THE NORTH END OF THE EAST
 CZ0383'CONCRETE HEADWALL OF A CULVERT, 13.8 M (45.3 FT) NORTH OF THE CENTER
 CZ0383'OF KLECK ROAD, 4.3 M (14.1 FT) EAST OF THE CENTER OF THE ROAD, AND
 CZ0383'0.3 M (1.0 FT) ABOVE THE LEVEL OF WHEELER ROAD.
 CZ0383
 CZ0383                          STATION RECOVERY (2007)
 CZ0383
 CZ0383'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0602 ***********************************************************************
 DA0602  DESIGNATION -  P 285
 DA0602  PID         -  DA0602
 DA0602  STATE/COUNTY-  AZ/MARICOPA
 DA0602  USGS QUAD   -  GILA BEND (1973)
 DA0602
 DA0602                         *CURRENT SURVEY CONTROL
 DA0602  ___________________________________________________________________
 DA0602* NAD 83(1986)-  32 56 58.     (N)    112 43 34.     (W)     SCALED    
 DA0602* NAVD 88     -       223.30   (+/-2cm)     732.6    (feet)  VERTCON   
 DA0602  ___________________________________________________________________
 DA0602  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0602  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0602
 DA0602.The horizontal coordinates were scaled from a topographic map and have
 DA0602.an estimated accuracy of +/- 6 seconds.
 DA0602
 DA0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0602.The vertical order pertains to the NGVD 29 superseded value.
 DA0602
 DA0602.The geoid height was determined by GEOID03.
 DA0602
 DA0602;                    North         East    Units  Estimated Accuracy
 DA0602;SPC AZ C     -   216,440.      137,680.      MT  (+/- 180 meters Scaled)
 DA0602
 DA0602                          SUPERSEDED SURVEY CONTROL
 DA0602
 DA0602  NGVD 29 (??/??/92)  222.727  (m)          730.73   (f) ADJ UNCH    1 2
 DA0602
 DA0602.Superseded values are not recommended for survey control.
 DA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0602.See file dsdata.txt to determine how the superseded data were derived.
 DA0602
 DA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB386470(NAD 83)
 DA0602_MARKER: DB = BENCH MARK DISK
 DA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0602_STAMPING: P 285 1949
 DA0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0602+STABILITY: SURFACE MOTION
 DA0602
 DA0602  HISTORY     - Date     Condition        Report By
 DA0602  HISTORY     - 1949     MONUMENTED       CGS
 DA0602  HISTORY     - 1952     GOOD             NGS
 DA0602  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0602  HISTORY     - 19941201 MARK NOT FOUND   USPSQD
 DA0602  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DA0602
 DA0602                          STATION DESCRIPTION
 DA0602
 DA0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0602'0.8 MI NW FROM GILA BEND.
 DA0602'0.5 MILE WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA0602'COMPANY RAILROAD WATER TANK AT GILA BEND, THENCE 0.3 MILE NORTHWEST
 DA0602'ALONG A GRADED ROAD TO HUNTS AIRPORT, AT THE HANGAR, 83 FEET EAST OF
 DA0602'THE EAST EDGE OF THE NORTH-SOUTH RUNWAYS, 38 FEET SOUTHWEST OF THE
 DA0602'SOUTHWEST CORNER OF THE HANGAR, 6 FEET NORTHWEST OF THE NORTHWEST EDGE
 DA0602'OF THE NORTHEAST AND SOUTHWEST TAXI STRIP, 3 FEET NORTHWEST OF A
 DA0602'WITNESS POST, ABOUT LEVEL WITH THE TAXI STRIP, AND SET IN THE TOP OF A
 DA0602'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DA0602
 DA0602                          STATION RECOVERY (1973)
 DA0602
 DA0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0602'MARK NOT FOUND.
 DA0602
 DA0602                          STATION RECOVERY (1994)
 DA0602
 DA0602'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0602'MARK NOT FOUND.
 DA0602
 DA0602                          STATION RECOVERY (2007)
 DA0602
 DA0602'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0602'PRIVATE HOUSING HAS BEEN BUILT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0747 ***********************************************************************
 ET0747  DESIGNATION -  P 286
 ET0747  PID         -  ET0747
 ET0747  STATE/COUNTY-  AZ/MOHAVE
 ET0747  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0747
 ET0747                         *CURRENT SURVEY CONTROL
 ET0747  ___________________________________________________________________
 ET0747* NAD 83(1986)-  34 31 48.     (N)    113 35 03.     (W)     SCALED    
 ET0747* NAVD 88     -       461.579  (meters)    1514.36   (feet)  POSTED    
 ET0747  ___________________________________________________________________
 ET0747  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 ET0747  DYNAMIC HT  -         461.060 (meters)    1512.66  (feet)  COMP
 ET0747  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 ET0747
 ET0747  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0747
 ET0747.The horizontal coordinates were scaled from a topographic map and have
 ET0747.an estimated accuracy of +/- 6 seconds.
 ET0747
 ET0747.The orthometric height was determined by differential leveling
 ET0747.and adjusted in November 2005.
 ET0747.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0747.rate of 1.1 thru 2.0 mm/km.
 ET0747
 ET0747.The geoid height was determined by GEOID03.
 ET0747
 ET0747.The dynamic height is computed by dividing the NAVD 88
 ET0747.geopotential number by the normal gravity value computed on the
 ET0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0747.degrees latitude (g = 980.6199 gals.).
 ET0747
 ET0747.The modeled gravity was interpolated from observed gravity values.
 ET0747
 ET0747;                    North         East    Units  Estimated Accuracy
 ET0747;SPC AZ W     -   391,470.      228,580.      MT  (+/- 180 meters Scaled)
 ET0747
 ET0747                          SUPERSEDED SURVEY CONTROL
 ET0747
 ET0747  NGVD 29 (??/??/92)  460.886  (m)         1512.09   (f) ADJ UNCH    1 2
 ET0747
 ET0747.Superseded values are not recommended for survey control.
 ET0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0747.See file dsdata.txt to determine how the superseded data were derived.
 ET0747
 ET0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD628239(NAD 83)
 ET0747_MARKER: DB = BENCH MARK DISK
 ET0747_SETTING: 80 = SET IN A BOULDER
 ET0747_SP_SET: GRANITE BOULDER
 ET0747_STAMPING: P 286 1950
 ET0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0747+STABILITY: SURFACE MOTION
 ET0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0747+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0747
 ET0747  HISTORY     - Date     Condition        Report By
 ET0747  HISTORY     - 1950     MONUMENTED       CGS
 ET0747  HISTORY     - 20010122 GOOD             AZ-015
 ET0747
 ET0747                          STATION DESCRIPTION
 ET0747
 ET0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0747'5.5 MI NE FROM SIGNAL.
 ET0747'5.5 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0747'INTERSECTION AT SIGNAL, 0.2 MILE SOUTH OF A POINT WHERE THE ROAD FORDS
 ET0747'BIG SANDY RIVER, 0.1 MILE NORTHEAST OF THE JUNCTION OF A TRACK ROAD
 ET0747'LEADING EAST, ABOUT 115 YARDS SOUTHEAST OF BIG SANDY RIVER, IN THE TOP
 ET0747'OF A LARGE GRANITE BOULDER AT THE FOOT OF A 20-FOOT-HIGH BANK, 8 1/2
 ET0747'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER
 ET0747'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0747
 ET0747                          STATION RECOVERY (2001)
 ET0747
 ET0747'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0747'20' HIGH EMBANKMENT SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0615 ***********************************************************************
 ET0615  DESIGNATION -  P 287
 ET0615  PID         -  ET0615
 ET0615  STATE/COUNTY-  AZ/MOHAVE
 ET0615  USGS QUAD   -  KAISER SPRING (1980)
 ET0615
 ET0615                         *CURRENT SURVEY CONTROL
 ET0615  ___________________________________________________________________
 ET0615* NAD 83(1986)-  34 37 23.     (N)    113 25 44.     (W)     SCALED    
 ET0615* NAVD 88     -       976.903  (meters)    3205.06   (feet)  POSTED    
 ET0615  ___________________________________________________________________
 ET0615  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 ET0615  DYNAMIC HT  -         975.680 (meters)    3201.04  (feet)  COMP
 ET0615  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 ET0615
 ET0615  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0615
 ET0615.The horizontal coordinates were scaled from a topographic map and have
 ET0615.an estimated accuracy of +/- 6 seconds.
 ET0615
 ET0615.The orthometric height was determined by differential leveling
 ET0615.and adjusted in November 2005.
 ET0615.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0615.rate of 0.0 thru 1.0 mm/km.
 ET0615
 ET0615.The geoid height was determined by GEOID03.
 ET0615
 ET0615.The dynamic height is computed by dividing the NAVD 88
 ET0615.geopotential number by the normal gravity value computed on the
 ET0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0615.degrees latitude (g = 980.6199 gals.).
 ET0615
 ET0615.The modeled gravity was interpolated from observed gravity values.
 ET0615
 ET0615;                    North         East    Units  Estimated Accuracy
 ET0615;SPC AZ W     -   401,820.      242,810.      MT  (+/- 180 meters Scaled)
 ET0615
 ET0615                          SUPERSEDED SURVEY CONTROL
 ET0615
 ET0615  NGVD 29 (??/??/92)  976.135  (m)         3202.54   (f) ADJ UNCH    1 2
 ET0615
 ET0615.Superseded values are not recommended for survey control.
 ET0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0615.See file dsdata.txt to determine how the superseded data were derived.
 ET0615
 ET0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD773339(NAD 83)
 ET0615_MARKER: DB = BENCH MARK DISK
 ET0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0615_STAMPING: P 287 1950
 ET0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0615+STABILITY: SURFACE MOTION
 ET0615
 ET0615  HISTORY     - Date     Condition        Report By
 ET0615  HISTORY     - 1950     MONUMENTED       CGS
 ET0615  HISTORY     - 1975     GOOD             USGS
 ET0615
 ET0615                          STATION DESCRIPTION
 ET0615
 ET0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0615'16.5 MI SE FROM WIKIEUP.
 ET0615'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0615'WIKIEUP, THENCE 9.1 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.1 MILE
 ET0615'SOUTH OF THE CROSSING OF A SMALL DRY WASH AT THE CENTER OF A U CURVE,
 ET0615'21 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET EAST OF THE
 ET0615'TOP OF THE EAST BANK OF THE WASH, 2.5 FEET NORTH OF A WITNESS POST,
 ET0615'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0615'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0615
 ET0615                          STATION RECOVERY (1975)
 ET0615
 ET0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0615'WIKIEUP POST OFFICE, 8.0 MI S. OF ALONG STATE HWY. 93, THENCE 5.1 MI
 ET0615'TO Y-RD., THENCE 1.0 MI LEFT TO T-RD., THENCE RIGHT ALONG ABANDONED
 ET0615'RD. 0.65 MI TO BM ON RIGHT. 21.5 FT W. OF CENTERLINE OF RD., 7 FT E.
 ET0615'OF TOP OF EAST BANK OF WASH, 2.5 FT N. OF WITNESS POST, ABOUT LEVEL
 ET0615'WITH RD. SET IN CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND. NGS
 ET0615'TABLET STAMPED P 287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0525 ***********************************************************************
 ET0525  DESIGNATION -  P 288
 ET0525  PID         -  ET0525
 ET0525  STATE/COUNTY-  AZ/YAVAPAI
 ET0525  USGS QUAD   -  SKULL VALLEY (1979)
 ET0525
 ET0525                         *CURRENT SURVEY CONTROL
 ET0525  ___________________________________________________________________
 ET0525* NAD 83(1986)-  34 36 54.     (N)    112 40 15.     (W)     SCALED    
 ET0525* NAVD 88     -      1464.891  (meters)    4806.06   (feet)  POSTED    
 ET0525  ___________________________________________________________________
 ET0525  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 ET0525  DYNAMIC HT  -        1462.930 (meters)    4799.63  (feet)  COMP
 ET0525  MODELED GRAV-     979,247.8   (mgal)                       NAVD 88
 ET0525
 ET0525  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0525
 ET0525.The horizontal coordinates were scaled from a topographic map and have
 ET0525.an estimated accuracy of +/- 6 seconds.
 ET0525
 ET0525.The orthometric height was determined by differential leveling
 ET0525.and adjusted in November 2005.
 ET0525.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0525.was located on a no-check spur therefore a value was not computed.
 ET0525.No vertical observational check was made to the station.
 ET0525
 ET0525.The geoid height was determined by GEOID03.
 ET0525
 ET0525.The dynamic height is computed by dividing the NAVD 88
 ET0525.geopotential number by the normal gravity value computed on the
 ET0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0525.degrees latitude (g = 980.6199 gals.).
 ET0525
 ET0525.The modeled gravity was interpolated from observed gravity values.
 ET0525
 ET0525;                    North         East    Units  Estimated Accuracy
 ET0525;SPC AZ C     -   401,130.      144,200.      MT  (+/- 180 meters Scaled)
 ET0525
 ET0525                          SUPERSEDED SURVEY CONTROL
 ET0525
 ET0525  NGVD 29 (??/??/92) 1464.057  (m)         4803.33   (f) ADJ UNCH    2 0
 ET0525
 ET0525.Superseded values are not recommended for survey control.
 ET0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0525.See file dsdata.txt to determine how the superseded data were derived.
 ET0525
 ET0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD468316(NAD 83)
 ET0525_MARKER: DB = BENCH MARK DISK
 ET0525_SETTING: 0 = UNSPECIFIED SETTING
 ET0525_STAMPING: P 288 1950
 ET0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0525
 ET0525  HISTORY     - Date     Condition        Report By
 ET0525  HISTORY     - 1950     MONUMENTED       CGS
 ET0525  HISTORY     - 1974     GOOD             USGS
 ET0525
 ET0525                          STATION DESCRIPTION
 ET0525
 ET0525'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0525'9.3 MI N FROM SKULL VALLEY.
 ET0525'FROM THE P.O. AT SKULL VALLEY GO 4.8 MILES NO. ALONG THE PAVED ROAD
 ET0525'TOWARD PRESCOTT, GO LEFT ON A GRADED COUNTY ROAD 2.9 MI. TO A T-RD.
 ET0525'WEST, GO STRAIGHT 1.0 MI. TO A PRIVATE DRIVE-WAY, GO LEFT ON PRIVATE
 ET0525'DRIVE 0.25 MI. TO OLD RANCH HOUSE, CONTINUE WEST AND THEN NW ON MAIN
 ET0525'TRAVELED ROAD 0.4 MI. TO RANCH HOUSE IN OPEN VALLEY, 80 FT. EAST OF
 ET0525'YARD FENCE CORNER 60 FT. WEST OF THE NW CORNER OF AN OLD STONE BLDG.,
 ET0525'NORTH OF FENCE.  NOTE-- NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0417 ***********************************************************************
 GR0417  DESIGNATION -  P 289
 GR0417  PID         -  GR0417
 GR0417  STATE/COUNTY-  AZ/MOHAVE
 GR0417  USGS QUAD   -  BONELLI BAY (1983)
 GR0417
 GR0417                         *CURRENT SURVEY CONTROL
 GR0417  ___________________________________________________________________
 GR0417* NAD 83(1986)-  36 03 09.     (N)    114 27 39.     (W)     SCALED    
 GR0417* NAVD 88     -       368.983  (meters)    1210.57   (feet)  POSTED    
 GR0417  ___________________________________________________________________
 GR0417  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR0417  DYNAMIC HT  -         368.620 (meters)    1209.38  (feet)  COMP
 GR0417  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 GR0417
 GR0417  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0417
 GR0417.The horizontal coordinates were scaled from a topographic map and have
 GR0417.an estimated accuracy of +/- 6 seconds.
 GR0417
 GR0417.The orthometric height was determined by differential leveling
 GR0417.and adjusted by the  in 1992.
 GR0417.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0417.was located on a no-check spur therefore a value was not computed.
 GR0417.No vertical observational check was made to the station.
 GR0417
 GR0417.The geoid height was determined by GEOID03.
 GR0417
 GR0417.The dynamic height is computed by dividing the NAVD 88
 GR0417.geopotential number by the normal gravity value computed on the
 GR0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0417.degrees latitude (g = 980.6199 gals.).
 GR0417
 GR0417.The modeled gravity was interpolated from observed gravity values.
 GR0417
 GR0417;                    North         East    Units  Estimated Accuracy
 GR0417;SPC AZ W     -   560,590.      149,320.      MT  (+/- 180 meters Scaled)
 GR0417
 GR0417                          SUPERSEDED SURVEY CONTROL
 GR0417
 GR0417  NGVD 29 (??/??/92)  368.269  (m)         1208.23   (f) ADJ UNCH    1 2
 GR0417
 GR0417.Superseded values are not recommended for survey control.
 GR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0417.See file dsdata.txt to determine how the superseded data were derived.
 GR0417
 GR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV287927(NAD 83)
 GR0417_MARKER: DB = BENCH MARK DISK
 GR0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0417_STAMPING: F 289 1950
 GR0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0417
 GR0417  HISTORY     - Date     Condition        Report By
 GR0417  HISTORY     - 1950     MONUMENTED       CGS
 GR0417  HISTORY     - 1963     GOOD             NGS
 GR0417
 GR0417                          STATION DESCRIPTION
 GR0417
 GR0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0417'IN MOUTH OF DETRITAL WASH.
 GR0417'AT THE MOUTH OF DETRITAL WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE
 GR0417'EAST EDGE OF THE WASH, ON TOP OF THE NORTHWEST END OF A RIDGE BETWEEN
 GR0417'TWO DEEP RAVINES, 10.6 FEET WEST OF A WITNESS POST, 2.7 FEET SOUTHEAST
 GR0417'OF A 10-FOOT-HIGH 4- BY 4-INCH POST PAINTED WHITE, ABOUT 45 FEET
 GR0417'HIGHER THAN THE BED OF THE WASH, AND WELDED ON THE TOP OF A 3 1/2-INCH
 GR0417'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0417
 GR0417                          STATION RECOVERY (1963)
 GR0417
 GR0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0326 ***********************************************************************
 ES0326  DESIGNATION -  P 29
 ES0326  PID         -  ES0326
 ES0326  STATE/COUNTY-  AZ/GILA
 ES0326  USGS QUAD   -  STRAWBERRY (1967)
 ES0326
 ES0326                         *CURRENT SURVEY CONTROL
 ES0326  ___________________________________________________________________
 ES0326* NAD 83(1986)-  34 24 27.     (N)    111 32 05.     (W)     SCALED    
 ES0326* NAVD 88     -      1750.777  (meters)    5744.01   (feet)  ADJUSTED  
 ES0326  ___________________________________________________________________
 ES0326  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 ES0326  DYNAMIC HT  -        1748.332 (meters)    5735.99  (feet)  COMP
 ES0326  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 ES0326
 ES0326  VERT ORDER  -  FIRST     CLASS II
 ES0326
 ES0326.The horizontal coordinates were scaled from a topographic map and have
 ES0326.an estimated accuracy of +/- 6 seconds.
 ES0326
 ES0326.The orthometric height was determined by differential leveling
 ES0326.and adjusted in June 1991.
 ES0326
 ES0326.The geoid height was determined by GEOID03.
 ES0326
 ES0326.The dynamic height is computed by dividing the NAVD 88
 ES0326.geopotential number by the normal gravity value computed on the
 ES0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0326.degrees latitude (g = 980.6199 gals.).
 ES0326
 ES0326.The modeled gravity was interpolated from observed gravity values.
 ES0326
 ES0326;                    North         East    Units  Estimated Accuracy
 ES0326;SPC AZ E     -   378,700.       87,590.      MT  (+/- 180 meters Scaled)
 ES0326
 ES0326                          SUPERSEDED SURVEY CONTROL
 ES0326
 ES0326  NGVD 29 (??/??/92) 1749.952  (m)         5741.30   (f) ADJ UNCH    1 2
 ES0326
 ES0326.Superseded values are not recommended for survey control.
 ES0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0326.See file dsdata.txt to determine how the superseded data were derived.
 ES0326
 ES0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD508074(NAD 83)
 ES0326_MARKER: DB = BENCH MARK DISK
 ES0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0326_MARK LOGO: CGS   
 ES0326_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0326+STABILITY: SURFACE MOTION
 ES0326
 ES0326  HISTORY     - Date     Condition        Report By
 ES0326  HISTORY     - UNK      MONUMENTED       CGS
 ES0326  HISTORY     - 1933     GOOD             NGS
 ES0326  HISTORY     - 1982     GOOD             NGS
 ES0326
 ES0326                          STATION DESCRIPTION
 ES0326
 ES0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0326'5.6 MI NW FROM PINE.
 ES0326'CONCRETE POST, AT SIDE OF HIGHWAY, AT STRAWBERRY, 1.4 MILES EAST OF
 ES0326'NATIONAL FOREST BOUNDARY, 300 FEET EAST OF CONCRETE HIGHWAY CULVERT,
 ES0326'SOUTHWEST CORNER OF RANCH YARD, 50 FEET NORTH OF HIGHWAY CENTER-LINE.
 ES0326
 ES0326                          STATION RECOVERY (1982)
 ES0326
 ES0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0326'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0326'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0326'IN PINE, THENCE 4.0 KM (2.5 MI) WEST ALONG FOSSIL CREEK ROAD, IN A
 ES0326'GROOP OF PINE TREES AT THE TOP OF A LOW CUT, 0.1 KM (0.05 MI) WEST OF
 ES0326'A POINT WHERE THE PAVEMENT ENDS, 0.1 KM (0.05 MI) EAST OF A RIGHT
 ES0326'ANGLE TURN IN THE ROAD, 14.5 METERS (48 FT) NORTH OF THE ROAD
 ES0326'CENTERLINE, 66.0 METERS (217 FT) WEST OF THE CENTER OF A DIRT DRIVEWAY
 ES0326'LEADING NORTH TO A RANCH HOUSE, 54.0 METERS (177 FT) EAST OF A CATTLE
 ES0326'GUARD, 10.5 METERS (35 FT) SOUTH OF A SPLIT TRUNK OAK TREE.
 ES0326'THE MARK IS 0.7 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0633 ***********************************************************************
 ET0633  DESIGNATION -  P 290
 ET0633  PID         -  ET0633
 ET0633  STATE/COUNTY-  AZ/YAVAPAI
 ET0633  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0633
 ET0633                         *CURRENT SURVEY CONTROL
 ET0633  ___________________________________________________________________
 ET0633* NAD 83(1986)-  34 30 10.     (N)    113 04 09.     (W)     SCALED    
 ET0633* NAVD 88     -       747.145  (meters)    2451.26   (feet)  POSTED    
 ET0633  ___________________________________________________________________
 ET0633  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 ET0633  DYNAMIC HT  -         746.250 (meters)    2448.32  (feet)  COMP
 ET0633  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 ET0633
 ET0633  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0633
 ET0633.The horizontal coordinates were scaled from a topographic map and have
 ET0633.an estimated accuracy of +/- 6 seconds.
 ET0633
 ET0633.The orthometric height was determined by differential leveling
 ET0633.and adjusted in November 2005.
 ET0633.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0633.rate of 0.0 thru 1.0 mm/km.
 ET0633
 ET0633.The geoid height was determined by GEOID03.
 ET0633
 ET0633.The dynamic height is computed by dividing the NAVD 88
 ET0633.geopotential number by the normal gravity value computed on the
 ET0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0633.degrees latitude (g = 980.6199 gals.).
 ET0633
 ET0633.The modeled gravity was interpolated from observed gravity values.
 ET0633
 ET0633;                    North         East    Units  Estimated Accuracy
 ET0633;SPC AZ C     -   389,020.      107,530.      MT  (+/- 180 meters Scaled)
 ET0633
 ET0633                          SUPERSEDED SURVEY CONTROL
 ET0633
 ET0633  NGVD 29 (??/??/92)  746.435  (m)         2448.93   (f) ADJ UNCH    1 2
 ET0633
 ET0633.Superseded values are not recommended for survey control.
 ET0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0633.See file dsdata.txt to determine how the superseded data were derived.
 ET0633
 ET0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD100198(NAD 83)
 ET0633_MARKER: DB = BENCH MARK DISK
 ET0633_SETTING: 80 = SET IN A BOULDER
 ET0633_SP_SET: BOULDER
 ET0633_STAMPING: P 290 1950
 ET0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0633+STABILITY: SURFACE MOTION
 ET0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0633+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0633
 ET0633  HISTORY     - Date     Condition        Report By
 ET0633  HISTORY     - 1950     MONUMENTED       CGS
 ET0633  HISTORY     - 20080803 GOOD             GEOCAC
 ET0633
 ET0633                          STATION DESCRIPTION
 ET0633
 ET0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0633'11.6 MI SE FROM BAGDAD.
 ET0633'11.6 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST
 ET0633'OFFICE AT BAGDAD, 13.7 MILES NORTHWEST OF HILLSIDE, 0.2 MILE NORTH OF
 ET0633'THE FOOT OF A GRADE, AT THE NORTH END OF A PROMINENT ROCK CUT, IN THE
 ET0633'TOP OF A BOULDER, 81.5 FEET SOUTH OF THE CENTER OF THE EAST END OF AN
 ET0633'18-INCH CONCRETE PIPE CULVERT, ABOUT LEVEL WITH THE ROAD, AND MARKED
 ET0633'BY THE WHITE PAINTED LETTERS B M.
 ET0633
 ET0633                          STATION RECOVERY (2008)
 ET0633
 ET0633'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0633'RECOVERED AS DESCRIBED, IN GOOD CONDITION. EAST OF THE CENTERLINE OF
 ET0633'THE HIGHWAY. GPS (HH2) CO-ORDINATES N34 30.207' W113 04.126'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0552 ***********************************************************************
 CZ0552  DESIGNATION -  P 291
 CZ0552  PID         -  CZ0552
 CZ0552  STATE/COUNTY-  AZ/PIMA
 CZ0552  USGS QUAD   -  JAYNES (1992)
 CZ0552
 CZ0552                         *CURRENT SURVEY CONTROL
 CZ0552  ___________________________________________________________________
 CZ0552* NAD 83(1986)-  32 18 56.     (N)    111 02 39.     (W)     SCALED    
 CZ0552* NAVD 88     -       678.317  (meters)    2225.45   (feet)  ADJUSTED  
 CZ0552  ___________________________________________________________________
 CZ0552  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ0552  DYNAMIC HT  -         677.396 (meters)    2222.42  (feet)  COMP
 CZ0552  MODELED GRAV-     979,260.4   (mgal)                       NAVD 88
 CZ0552  OBS GRAVITY -     979,263.6   (mgal)                       GRAV_OBS
 CZ0552
 CZ0552  VERT ORDER  -  FIRST     CLASS II
 CZ0552
 CZ0552.The horizontal coordinates were scaled from a topographic map and have
 CZ0552.an estimated accuracy of +/- 6 seconds.
 CZ0552
 CZ0552.The orthometric height was determined by differential leveling
 CZ0552.and adjusted in June 1991.
 CZ0552
 CZ0552.The geoid height was determined by GEOID03.
 CZ0552
 CZ0552.The dynamic height is computed by dividing the NAVD 88
 CZ0552.geopotential number by the normal gravity value computed on the
 CZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0552.degrees latitude (g = 980.6199 gals.).
 CZ0552
 CZ0552.The modeled gravity was interpolated from observed gravity values.
 CZ0552.The observed gravity was obtained from relative gravimeter ties
 CZ0552.to the IGSN71 gravity network.
 CZ0552
 CZ0552;                    North         East    Units  Estimated Accuracy
 CZ0552;SPC AZ C     -   146,190.      295,520.      MT  (+/- 180 meters Scaled)
 CZ0552
 CZ0552                          SUPERSEDED SURVEY CONTROL
 CZ0552
 CZ0552  NGVD 29 (??/??/92)  677.648  (m)         2223.25   (f) ADJ UNCH    1 2
 CZ0552
 CZ0552.Superseded values are not recommended for survey control.
 CZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0552.See file dsdata.txt to determine how the superseded data were derived.
 CZ0552
 CZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA958754(NAD 83)
 CZ0552_MARKER: DB = BENCH MARK DISK
 CZ0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0552_SP_SET: CURB
 CZ0552_STAMPING: P 291 1951
 CZ0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0552
 CZ0552  HISTORY     - Date     Condition        Report By
 CZ0552  HISTORY     - 1951     MONUMENTED       CGS
 CZ0552  HISTORY     - 1960     GOOD             NGS
 CZ0552  HISTORY     - 1980     GOOD             NGS
 CZ0552  HISTORY     - 19960522 GOOD             USPSQD
 CZ0552  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ0552
 CZ0552                          STATION DESCRIPTION
 CZ0552
 CZ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0552'1.3 MI NW FROM JAYNES.
 CZ0552'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0552'RAILROAD FROM THE RAILROAD STATION AT JAYNES.  AT HIGHWAY BRIDGE OVER
 CZ0552'RILLITO CREEK, AT RAILROAD MILEAGE 975.95, IN THE TOP OF THE SOUTHEAST
 CZ0552'END OF THE CONCRETE CURBING OF THE BRIDGE, 12 1/2 FEET NORTHEAST OF
 CZ0552'THE HIGHWAY CENTERLINE, 0.8 FEET NORTHWEST OF THE SOUTHEAST END OF
 CZ0552'CURBING, AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE HIGHWAY.
 CZ0552
 CZ0552                          STATION RECOVERY (1960)
 CZ0552
 CZ0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0552'RECOVERED IN GOOD CONDITION.
 CZ0552
 CZ0552                          STATION RECOVERY (1980)
 CZ0552
 CZ0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0552'12.9 KILOMETERS (8.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0552'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 975.95,
 CZ0552'SET IN TOP OF THE EAST WINGWALL OF THE OLD HIGHWAY BRIDGE OVER
 CZ0552'RILLITO CREEK, 3.6 METERS (11.8 FEET) NORTHEAST OF THE CENTERLINE OF
 CZ0552'THE OLD HIGHWAY AND 0.7 METER (2.3 FEET) EAST OF THE SOUTHEAST END
 CZ0552'OF THE NORTHEAST CURB.
 CZ0552'THE MARK IS 0.2 M ABOVE THE BRIDGE FLOOR.
 CZ0552
 CZ0552                          STATION RECOVERY (1996)
 CZ0552
 CZ0552'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0552'RECOVERED IN GOOD CONDITION.
 CZ0552
 CZ0552                          STATION RECOVERY (2006)
 CZ0552
 CZ0552'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0552'THE OLD BRIDGE HAS BEEN REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0763 ***********************************************************************
 CZ0763  DESIGNATION -  P 292
 CZ0763  PID         -  CZ0763
 CZ0763  STATE/COUNTY-  AZ/PIMA
 CZ0763  USGS QUAD   -  JAYNES (1992)
 CZ0763
 CZ0763                         *CURRENT SURVEY CONTROL
 CZ0763  ___________________________________________________________________
 CZ0763* NAD 83(1986)-  32 20 14.     (N)    111 05 17.     (W)     SCALED    
 CZ0763* NAVD 88     -       661.95   (+/-2cm)    2171.7    (feet)  VERTCON   
 CZ0763  ___________________________________________________________________
 CZ0763  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0763
 CZ0763.The horizontal coordinates were scaled from a topographic map and have
 CZ0763.an estimated accuracy of +/- 6 seconds.
 CZ0763
 CZ0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0763.The vertical order pertains to the NGVD 29 superseded value.
 CZ0763
 CZ0763.The geoid height was determined by GEOID03.
 CZ0763
 CZ0763;                    North         East    Units  Estimated Accuracy
 CZ0763;SPC AZ C     -   148,560.      291,360.      MT  (+/- 180 meters Scaled)
 CZ0763
 CZ0763                          SUPERSEDED SURVEY CONTROL
 CZ0763
 CZ0763  NGVD 29 (??/??/92)  661.294  (m)         2169.60   (f) ADJ UNCH    2 0
 CZ0763
 CZ0763.Superseded values are not recommended for survey control.
 CZ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0763.See file dsdata.txt to determine how the superseded data were derived.
 CZ0763
 CZ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA917778(NAD 83)
 CZ0763_MARKER: DB = BENCH MARK DISK
 CZ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0763_STAMPING: P 292 1951
 CZ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0763+STABILITY: SURFACE MOTION
 CZ0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0763+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 CZ0763
 CZ0763  HISTORY     - Date     Condition        Report By
 CZ0763  HISTORY     - 1951     MONUMENTED       CGS
 CZ0763  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ0763  HISTORY     - 20060405 GOOD             NGS
 CZ0763
 CZ0763                          STATION DESCRIPTION
 CZ0763
 CZ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0763'1.9 MI S FROM CORTARO.
 CZ0763'0.9 MILES SOUTHWEST ALONG THE CORTARO ROAD FROM THE POST OFFICE AND
 CZ0763'STORE AT CORTARO, THENCE 1 MILE SOUTHEAST ALONG THE SILVER BELL ROAD,
 CZ0763'AT THE SILVER BELL LANDING FIELD AND AT AN INTERSECTION OF A GRADED
 CZ0763'ROAD LEADING WEST AND A DIRT ROAD LEADING NORTHEAST TO THE LANDING
 CZ0763'FIELD, ABOUT 1/2 MILE SOUTHWEST OF SANTA CRUZ RIVER, 115 FEET EAST OF
 CZ0763'THE CENTER OF THE INTERSECTION OF THE ROADS, 75.2 FEET NORTHEAST AND
 CZ0763'ACROSS THE ROAD FROM THE NORTH CORNER OF A FENCE AROUND A BRICK HOUSE,
 CZ0763'42 1/2 FEET EAST OF THE CENTER LINE OF SILVER BELL ROAD, 2.4 FEET WEST
 CZ0763'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0763'0.7 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ0763
 CZ0763                          STATION RECOVERY (1997)
 CZ0763
 CZ0763'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0763'MARK NOT FOUND.
 CZ0763
 CZ0763                          STATION RECOVERY (2006)
 CZ0763
 CZ0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CZ0763'MARK IS AT SE CORNER OF SILVERBELL ROAD AND W INA ROAD, AT EDGE OF
 CZ0763'N-BOUND TO E-BOUND RAMP.  NO WITNESS POST NOR LANDING FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0593 ***********************************************************************
 CZ0593  DESIGNATION -  P 295
 CZ0593  PID         -  CZ0593
 CZ0593  STATE/COUNTY-  AZ/PIMA
 CZ0593  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0593
 CZ0593                         *CURRENT SURVEY CONTROL
 CZ0593  ___________________________________________________________________
 CZ0593* NAD 83(1986)-  32 26 42.     (N)    111 23 37.     (W)     SCALED    
 CZ0593* NAVD 88     -       627.23   (+/-2cm)    2057.8    (feet)  VERTCON   
 CZ0593  ___________________________________________________________________
 CZ0593  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0593
 CZ0593.The horizontal coordinates were scaled from a topographic map and have
 CZ0593.an estimated accuracy of +/- 6 seconds.
 CZ0593
 CZ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0593.The vertical order pertains to the NGVD 29 superseded value.
 CZ0593
 CZ0593.The geoid height was determined by GEOID03.
 CZ0593
 CZ0593;                    North         East    Units  Estimated Accuracy
 CZ0593;SPC AZ C     -   160,330.      262,540.      MT  (+/- 180 meters Scaled)
 CZ0593
 CZ0593                          SUPERSEDED SURVEY CONTROL
 CZ0593
 CZ0593  NGVD 29 (??/??/92)  626.702  (m)         2056.10   (f) ADJ UNCH    2 0
 CZ0593
 CZ0593.Superseded values are not recommended for survey control.
 CZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0593.See file dsdata.txt to determine how the superseded data were derived.
 CZ0593
 CZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA630898(NAD 83)
 CZ0593_MARKER: DB = BENCH MARK DISK
 CZ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0593_STAMPING: P 295 1951
 CZ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0593+STABILITY: SURFACE MOTION
 CZ0593
 CZ0593  HISTORY     - Date     Condition        Report By
 CZ0593  HISTORY     - 1951     MONUMENTED       CGS
 CZ0593
 CZ0593                          STATION DESCRIPTION
 CZ0593
 CZ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0593'17.7 MI W FROM RILLITO.
 CZ0593'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0593'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0593'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.2
 CZ0593'MILES WEST ACROSS THE MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD,
 CZ0593'70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 65 1/2 FEET SOUTHEAST OF
 CZ0593'THE CENTER OF A SMALL WASH, 2.6 FEET SOUTH OF A WITNESS POST, AND
 CZ0593'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0593'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0674 ***********************************************************************
 CZ0674  DESIGNATION -  P 296
 CZ0674  PID         -  CZ0674
 CZ0674  STATE/COUNTY-  AZ/PIMA
 CZ0674  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0674
 CZ0674                         *CURRENT SURVEY CONTROL
 CZ0674  ___________________________________________________________________
 CZ0674* NAD 83(1986)-  32 13 50.     (N)    111 21 40.     (W)     SCALED    
 CZ0674* NAVD 88     -       717.00   (+/-2cm)    2352.4    (feet)  VERTCON   
 CZ0674  ___________________________________________________________________
 CZ0674  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0674
 CZ0674.The horizontal coordinates were scaled from a topographic map and have
 CZ0674.an estimated accuracy of +/- 6 seconds.
 CZ0674
 CZ0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0674.The vertical order pertains to the NGVD 29 superseded value.
 CZ0674
 CZ0674.The geoid height was determined by GEOID03.
 CZ0674
 CZ0674;                    North         East    Units  Estimated Accuracy
 CZ0674;SPC AZ C     -   136,570.      265,720.      MT  (+/- 180 meters Scaled)
 CZ0674
 CZ0674                          SUPERSEDED SURVEY CONTROL
 CZ0674
 CZ0674  NGVD 29 (??/??/92)  716.365  (m)         2350.27   (f) ADJ UNCH    2 0
 CZ0674
 CZ0674.Superseded values are not recommended for survey control.
 CZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0674.See file dsdata.txt to determine how the superseded data were derived.
 CZ0674
 CZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA659660(NAD 83)
 CZ0674_MARKER: DB = BENCH MARK DISK
 CZ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0674_STAMPING: P 296 1951
 CZ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0674+STABILITY: SURFACE MOTION
 CZ0674
 CZ0674  HISTORY     - Date     Condition        Report By
 CZ0674  HISTORY     - 1951     MONUMENTED       CGS
 CZ0674  HISTORY     - 1975     GOOD             USGS
 CZ0674
 CZ0674                          STATION DESCRIPTION
 CZ0674
 CZ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0674'22.2 MI SE FROM SILVER BELL.
 CZ0674'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0674'SILVER BELL, THENCE 22.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, 1 MILE
 CZ0674'NORTHWEST OF THE CORCORAQUE RANCH HOUSE, 0.8 MILE NORTHWEST OF A T
 CZ0674'JUNCTION OF A ROAD LEADING WEST, 43 1/2 FEET SOUTHWEST OF THE CENTER
 CZ0674'LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST, AND ABOUT 1/2 FOOT
 CZ0674'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0674'0.4 FOOT ABOVE THE GROUND.
 CZ0674
 CZ0674                          STATION RECOVERY (1975)
 CZ0674
 CZ0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0674'46 FT SW. OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1135 ***********************************************************************
 CZ1135  DESIGNATION -  P 297
 CZ1135  PID         -  CZ1135
 CZ1135  STATE/COUNTY-  AZ/PINAL
 CZ1135  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1135
 CZ1135                         *CURRENT SURVEY CONTROL
 CZ1135  ___________________________________________________________________
 CZ1135* NAD 83(1986)-  32 46 50.     (N)    111 56 49.     (W)     SCALED    
 CZ1135* NAVD 88     -       433.39   (+/-2cm)    1421.9    (feet)  VERTCON   
 CZ1135  ___________________________________________________________________
 CZ1135  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1135
 CZ1135.The horizontal coordinates were scaled from a topographic map and have
 CZ1135.an estimated accuracy of +/- 6 seconds.
 CZ1135
 CZ1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1135.The vertical order pertains to the NGVD 29 superseded value.
 CZ1135
 CZ1135.The geoid height was determined by GEOID03.
 CZ1135
 CZ1135;                    North         East    Units  Estimated Accuracy
 CZ1135;SPC AZ C     -   197,420.      210,520.      MT  (+/- 180 meters Scaled)
 CZ1135
 CZ1135                          SUPERSEDED SURVEY CONTROL
 CZ1135
 CZ1135  NGVD 29 (??/??/92)  432.789  (m)         1419.91   (f) ADJ UNCH    2 0
 CZ1135
 CZ1135.Superseded values are not recommended for survey control.
 CZ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1135.See file dsdata.txt to determine how the superseded data were derived.
 CZ1135
 CZ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB113273(NAD 83)
 CZ1135_MARKER: DB = BENCH MARK DISK
 CZ1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1135_STAMPING: P 297 1951
 CZ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1135+STABILITY: SURFACE MOTION
 CZ1135
 CZ1135  HISTORY     - Date     Condition        Report By
 CZ1135  HISTORY     - 1951     MONUMENTED       CGS
 CZ1135
 CZ1135                          STATION DESCRIPTION
 CZ1135
 CZ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1135'7.1 MI NW FROM COCKLEBUR.
 CZ1135'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1135'VILLAGE OF COCKLEBUR, THENCE 2.0 MILES WEST ALONG THE NORTH BOUNDARY
 CZ1135'FENCE OF THE PAPAGO INDIAN RESERVATION, THENCE 0.9 MILE NORTH ALONG A
 CZ1135'GRADED ROAD, 0.5 MILE EAST OF A CORRAL, ON THE INSIDE OF A SHARP CURVE
 CZ1135'51 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD MEASURED FROM THE
 CZ1135'CENTER OF THE CURVE, 1.6 FEET SOUTHEAST OF A WITNESS POST, AND SET IN
 CZ1135'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND
 CZ1135'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0643 ***********************************************************************
 DA0643  DESIGNATION -  P 298
 DA0643  PID         -  DA0643
 DA0643  STATE/COUNTY-  AZ/MARICOPA
 DA0643  USGS QUAD   -  GILA BEND (1973)
 DA0643
 DA0643                         *CURRENT SURVEY CONTROL
 DA0643  ___________________________________________________________________
 DA0643* NAD 83(1986)-  32 53 54.     (N)    112 41 56.     (W)     SCALED    
 DA0643* NAVD 88     -       255.73   (+/-2cm)     839.0    (feet)  VERTCON   
 DA0643  ___________________________________________________________________
 DA0643  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0643
 DA0643.The horizontal coordinates were scaled from a topographic map and have
 DA0643.an estimated accuracy of +/- 6 seconds.
 DA0643
 DA0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0643.The vertical order pertains to the NGVD 29 superseded value.
 DA0643
 DA0643.The geoid height was determined by GEOID03.
 DA0643
 DA0643;                    North         East    Units  Estimated Accuracy
 DA0643;SPC AZ C     -   210,750.      140,180.      MT  (+/- 180 meters Scaled)
 DA0643
 DA0643                          SUPERSEDED SURVEY CONTROL
 DA0643
 DA0643  NGVD 29 (??/??/92)  255.132  (m)          837.05   (f) ADJ UNCH    2 0
 DA0643
 DA0643.Superseded values are not recommended for survey control.
 DA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0643.See file dsdata.txt to determine how the superseded data were derived.
 DA0643
 DA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB411412(NAD 83)
 DA0643_MARKER: DB = BENCH MARK DISK
 DA0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0643_STAMPING: P 298 1951
 DA0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0643+STABILITY: SURFACE MOTION
 DA0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DA0643+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0643
 DA0643  HISTORY     - Date     Condition        Report By
 DA0643  HISTORY     - 1951     MONUMENTED       CGS
 DA0643  HISTORY     - 20060219 GOOD             USPSQD
 DA0643
 DA0643                          STATION DESCRIPTION
 DA0643
 DA0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0643'4.0 MI SE FROM GILA BEND.
 DA0643'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC CO.
 DA0643'RAILROAD STATION AT GILA, THENCE 1.9 MILE SOUTH ALONG A GRADED ROAD,
 DA0643'THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILES SOUTH ALONG
 DA0643'A TRACK ROAD AT THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST NEAR
 DA0643'THE REMAINS OF AN OLD WOODEN SHACK, 79 YARDS NORTHWEST OF THE
 DA0643'NORTHWEST CORNER OF THE SHACK, 62 FEET SOUTH OF THE CENTERLINE OF THE
 DA0643'JUNCTION OF THE ROADS, 2.8 FEET NORTH OF A WITNESS POST, AND SET IN
 DA0643'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND, AND
 DA0643'LEVEL WITH THE ROAD.
 DA0643
 DA0643                          STATION RECOVERY (2006)
 DA0643
 DA0643'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0643'RECOVERED AS DESCRIBED.  WITNESS POST MISSING SIGN.  MONUMENT LYING ON
 DA0643'SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1151 ***********************************************************************
 CZ1151  DESIGNATION -  P 299
 CZ1151  PID         -  CZ1151
 CZ1151  STATE/COUNTY-  AZ/PINAL
 CZ1151  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1151
 CZ1151                         *CURRENT SURVEY CONTROL
 CZ1151  ___________________________________________________________________
 CZ1151* NAD 83(1986)-  32 43 42.     (N)    111 51 15.     (W)     SCALED    
 CZ1151* NAVD 88     -       429.74   (+/-2cm)    1409.9    (feet)  VERTCON   
 CZ1151  ___________________________________________________________________
 CZ1151  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1151
 CZ1151.The horizontal coordinates were scaled from a topographic map and have
 CZ1151.an estimated accuracy of +/- 6 seconds.
 CZ1151
 CZ1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1151.The vertical order pertains to the NGVD 29 superseded value.
 CZ1151
 CZ1151.The geoid height was determined by GEOID03.
 CZ1151
 CZ1151;                    North         East    Units  Estimated Accuracy
 CZ1151;SPC AZ C     -   191,630.      219,220.      MT  (+/- 180 meters Scaled)
 CZ1151
 CZ1151                          SUPERSEDED SURVEY CONTROL
 CZ1151
 CZ1151  NGVD 29 (??/??/92)  429.137  (m)         1407.93   (f) ADJ UNCH    2 0
 CZ1151
 CZ1151.Superseded values are not recommended for survey control.
 CZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1151.See file dsdata.txt to determine how the superseded data were derived.
 CZ1151
 CZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB199214(NAD 83)
 CZ1151_MARKER: DB = BENCH MARK DISK
 CZ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1151_STAMPING: P 299 1952
 CZ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1151+STABILITY: SURFACE MOTION
 CZ1151
 CZ1151  HISTORY     - Date     Condition        Report By
 CZ1151  HISTORY     - 1952     MONUMENTED       CGS
 CZ1151  HISTORY     - 1966     GOOD             NGS
 CZ1151
 CZ1151                          STATION DESCRIPTION
 CZ1151
 CZ1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1151'5.0 MI E FROM COCKLEBUR.
 CZ1151'2.7 MILES EAST ALONG A GRADED ROAD FROM A WATER WELL AT COCKLEBUR,
 CZ1151'THENCE 1.7 MILES EAST ALONG A TRACK ROAD TO THE NORTH END OF A LEVEE,
 CZ1151'THENCE 0.6 MILE SOUTHEAST ALONG A DIM TRACK ROAD (AROUND THE NORTH END
 CZ1151'OF ANOTHER LEVEE) TO THE NORTH EDGE OF A DEEP WASH, 5.0 MILES WEST OF
 CZ1151'CHUI CHUISCHU, 0.25 MILE DUE EAST OF A RESERVOIR, ABOUT 116 YARDS EAST
 CZ1151'OF A FORK IN THE WASH, 63 FEET NORTH OF THE NORTH BANK OF THE WASH, 10
 CZ1151'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 CZ1151'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ1151'FOOT ABOVE THE GROUND.
 CZ1151
 CZ1151                          STATION RECOVERY (1966)
 CZ1151
 CZ1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0180 ***********************************************************************
 FQ0180  DESIGNATION -  P 3
 FQ0180  PID         -  FQ0180
 FQ0180  STATE/COUNTY-  AZ/COCONINO
 FQ0180  USGS QUAD   -  CANYON DIABLO (1983)
 FQ0180
 FQ0180                         *CURRENT SURVEY CONTROL
 FQ0180  ___________________________________________________________________
 FQ0180* NAD 83(1986)-  35 08 15.     (N)    111 03 53.     (W)     SCALED    
 FQ0180* NAVD 88     -      1632.716  (meters)    5356.67   (feet)  POSTED    
 FQ0180  ___________________________________________________________________
 FQ0180  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0180  DYNAMIC HT  -        1630.520 (meters)    5349.46  (feet)  COMP
 FQ0180  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 FQ0180
 FQ0180  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0180
 FQ0180.The horizontal coordinates were scaled from a topographic map and have
 FQ0180.an estimated accuracy of +/- 6 seconds.
 FQ0180
 FQ0180.The orthometric height was determined by differential leveling
 FQ0180.and adjusted by the  in 1992.
 FQ0180.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0180.rate of 1.1 thru 2.0 mm/km.
 FQ0180
 FQ0180.The geoid height was determined by GEOID03.
 FQ0180
 FQ0180.The dynamic height is computed by dividing the NAVD 88
 FQ0180.geopotential number by the normal gravity value computed on the
 FQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0180.degrees latitude (g = 980.6199 gals.).
 FQ0180
 FQ0180.The modeled gravity was interpolated from observed gravity values.
 FQ0180
 FQ0180;                    North         East    Units  Estimated Accuracy
 FQ0180;SPC AZ C     -   459,160.      291,000.      MT  (+/- 180 meters Scaled)
 FQ0180
 FQ0180                          SUPERSEDED SURVEY CONTROL
 FQ0180
 FQ0180  NGVD 29 (??/??/92) 1631.854  (m)         5353.84   (f) ADJ UNCH    1 2
 FQ0180
 FQ0180.Superseded values are not recommended for survey control.
 FQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0180.See file dsdata.txt to determine how the superseded data were derived.
 FQ0180
 FQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD941882(NAD 83)
 FQ0180_MARKER: DB = BENCH MARK DISK
 FQ0180_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0180_SP_SET: ROCK OUTCROP
 FQ0180_STAMPING: 5353.841
 FQ0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0180+STABILITY: POSITION/ELEVATION WELL
 FQ0180
 FQ0180  HISTORY     - Date     Condition        Report By
 FQ0180  HISTORY     - UNK      MONUMENTED       CGS
 FQ0180  HISTORY     - 1934     GOOD             NGS
 FQ0180
 FQ0180                          STATION DESCRIPTION
 FQ0180
 FQ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0180'1.9 MI NW FROM SUNSHINE.
 FQ0180'1.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FQ0180'FROM THE STATION AT SUNSHINE, COCONINO COUNTY, 43.2 FEET NORTHWEST OF
 FQ0180'MILEPOST 308, 47.8 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 FQ0180'4-1/2 FEET NORTHEAST OF A ROW OF POLES, AND IN THE TOP OF A ROCK
 FQ0180'OUTCROP FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED 5353.841.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0349 ***********************************************************************
 ES0349  DESIGNATION -  P 30
 ES0349  PID         -  ES0349
 ES0349  STATE/COUNTY-  AZ/YAVAPAI
 ES0349  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0349
 ES0349                         *CURRENT SURVEY CONTROL
 ES0349  ___________________________________________________________________
 ES0349* NAD 83(1986)-  34 29 57.     (N)    111 44 46.     (W)     SCALED    
 ES0349* NAVD 88     -      1037.835  (meters)    3404.96   (feet)  ADJUSTED  
 ES0349  ___________________________________________________________________
 ES0349  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0349  DYNAMIC HT  -        1036.524 (meters)    3400.66  (feet)  COMP
 ES0349  MODELED GRAV-     979,337.4   (mgal)                       NAVD 88
 ES0349
 ES0349  VERT ORDER  -  FIRST     CLASS II
 ES0349
 ES0349.The horizontal coordinates were scaled from a topographic map and have
 ES0349.an estimated accuracy of +/- 6 seconds.
 ES0349
 ES0349.The orthometric height was determined by differential leveling
 ES0349.and adjusted in June 1991.
 ES0349
 ES0349.The geoid height was determined by GEOID03.
 ES0349
 ES0349.The dynamic height is computed by dividing the NAVD 88
 ES0349.geopotential number by the normal gravity value computed on the
 ES0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0349.degrees latitude (g = 980.6199 gals.).
 ES0349
 ES0349.The modeled gravity was interpolated from observed gravity values.
 ES0349
 ES0349;                    North         East    Units  Estimated Accuracy
 ES0349;SPC AZ C     -   388,030.      229,020.      MT  (+/- 180 meters Scaled)
 ES0349
 ES0349                          SUPERSEDED SURVEY CONTROL
 ES0349
 ES0349  NGVD 29 (??/??/92) 1037.124  (m)         3402.63   (f) ADJ UNCH    1 2
 ES0349
 ES0349.Superseded values are not recommended for survey control.
 ES0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0349.See file dsdata.txt to determine how the superseded data were derived.
 ES0349
 ES0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD315177(NAD 83)
 ES0349_MARKER: DB = BENCH MARK DISK
 ES0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0349_MARK LOGO: CGS   
 ES0349_PROJECTION: PROJECTING 20 CENTIMETERS
 ES0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0349+STABILITY: SURFACE MOTION
 ES0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0349+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0349
 ES0349  HISTORY     - Date     Condition        Report By
 ES0349  HISTORY     - UNK      MONUMENTED       CGS
 ES0349  HISTORY     - 1933     GOOD             NGS
 ES0349  HISTORY     - 1982     GOOD             NGS
 ES0349  HISTORY     - 20080725 GOOD             GEOCAC
 ES0349
 ES0349                          STATION DESCRIPTION
 ES0349
 ES0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0349'9.9 MI SE FROM CAMP VERDE.
 ES0349'CONCRETE POST, AT SIDE OF HIGHWAY, 2.3 MILES SOUTHEAST OF CLEAR CREEK
 ES0349'HIGHWAY BRIDGE, ON FLAT IN SADDLE-BACK RIDGE, 55 FEET EAST OF HIGHWAY
 ES0349'CENTER-LINE.
 ES0349
 ES0349                          STATION RECOVERY (1982)
 ES0349
 ES0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0349'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0349'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0349'OFFICE IN CAMP VERDE, THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG FOSSIL
 ES0349'CREEK ROAD, AT THE T JUNCTION OF A TRACK ROAD LEADING WEST TO
 ES0349'COTTONWOOD, 16.2 METERS (53 FT) NORTHEAST OF THE ROAD CENTERLINE, 8.5
 ES0349'METERS (28 FT) NORTHWEST OF THE EXTENDED CENTER OF THE TRACK ROAD, 2.6
 ES0349'METERS (8 FT) SOUTHWEST OF A FENCE, 24.0 METERS (79 FT) NORTH OF THE
 ES0349'NORTHEAST END OF A CATTLE GUARD.
 ES0349'THE MARK IS 0.3 M ABOVE THE ROAD.
 ES0349
 ES0349                          STATION RECOVERY (2008)
 ES0349
 ES0349'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0349'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0349'THE DESCRIPTION - THE TRACK ROAD IS NF-500, AND THE MARK IS LOCATED 2
 ES0349'FEET SOUTHEAST OF A WITNESS POST. HANDHELD COORDINATES
 ES0349'34 29 56.8 (N)   111 44 45.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0006 ***********************************************************************
 GP0006  DESIGNATION -  P 30
 GP0006  PID         -  GP0006
 GP0006  STATE/COUNTY-  AZ/NAVAJO
 GP0006  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0006
 GP0006                         *CURRENT SURVEY CONTROL
 GP0006  ___________________________________________________________________
 GP0006* NAD 83(1986)-  36 56 52.     (N)    110 12 34.     (W)     SCALED    
 GP0006* NAVD 88     -      1598.946  (meters)    5245.88   (feet)  ADJUSTED  
 GP0006  ___________________________________________________________________
 GP0006  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 GP0006  DYNAMIC HT  -        1597.104 (meters)    5239.83  (feet)  COMP
 GP0006  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 GP0006
 GP0006  VERT ORDER  -  FIRST     CLASS II
 GP0006
 GP0006.The horizontal coordinates were scaled from a topographic map and have
 GP0006.an estimated accuracy of +/- 6 seconds.
 GP0006
 GP0006.The orthometric height was determined by differential leveling
 GP0006.and adjusted in June 1991.
 GP0006
 GP0006.The geoid height was determined by GEOID03.
 GP0006
 GP0006.The dynamic height is computed by dividing the NAVD 88
 GP0006.geopotential number by the normal gravity value computed on the
 GP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0006.degrees latitude (g = 980.6199 gals.).
 GP0006
 GP0006.The modeled gravity was interpolated from observed gravity values.
 GP0006
 GP0006;                    North         East    Units  Estimated Accuracy
 GP0006;SPC AZ E     -   659,680.      209,550.      MT  (+/- 180 meters Scaled)
 GP0006
 GP0006                          SUPERSEDED SURVEY CONTROL
 GP0006
 GP0006  NGVD 29 (??/??/92) 1598.046  (m)         5242.92   (f) ADJ UNCH    1 2
 GP0006
 GP0006.Superseded values are not recommended for survey control.
 GP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0006.See file dsdata.txt to determine how the superseded data were derived.
 GP0006
 GP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF703893(NAD 83)
 GP0006_MARKER: DB = BENCH MARK DISK
 GP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0006_STAMPING: P 30 1933 5242.923
 GP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0006+STABILITY: SURFACE MOTION
 GP0006
 GP0006  HISTORY     - Date     Condition        Report By
 GP0006  HISTORY     - 1933     MONUMENTED       CGS
 GP0006  HISTORY     - 1962     GOOD             NGS
 GP0006  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0006
 GP0006                          STATION DESCRIPTION
 GP0006
 GP0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0006'6.65 MI S FROM GOULDING TR POST, UT.
 GP0006'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0006'UTAH.  THENCE 4.7 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0006'STATE HIGHWAY 64, ABOUT 0.1 MILE WEST OF HIGHWAY 64, ABOUT 0.5 MILE
 GP0006'SOUTH OF A METAL WINDMILL AND WATER TANK, ABOUT 0.1 MILE NORTHEAST OF
 GP0006'A ROCK CLIFF, 40 FEET EAST OF THE CENTERLINE OF AN ABANDONED ROAD, 0.7
 GP0006'FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 GP0006'POST PROJECTING 12 INCHES ABOVE THE GROUND.
 GP0006
 GP0006                          STATION RECOVERY (1983)
 GP0006
 GP0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0706 ***********************************************************************
 DV0706  DESIGNATION -  P 300
 DV0706  PID         -  DV0706
 DV0706  STATE/COUNTY-  AZ/PINAL
 DV0706  USGS QUAD   -  MARICOPA (1978)
 DV0706
 DV0706                         *CURRENT SURVEY CONTROL
 DV0706  ___________________________________________________________________
 DV0706* NAD 83(1986)-  33 00 52.     (N)    112 02 53.     (W)     SCALED    
 DV0706* NAVD 88     -       364.88   (+/-2cm)    1197.1    (feet)  VERTCON   
 DV0706  ___________________________________________________________________
 DV0706  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DV0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0706
 DV0706.The horizontal coordinates were scaled from a topographic map and have
 DV0706.an estimated accuracy of +/- 6 seconds.
 DV0706
 DV0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0706.The vertical order pertains to the NGVD 29 superseded value.
 DV0706
 DV0706.The geoid height was determined by GEOID03.
 DV0706
 DV0706;                    North         East    Units  Estimated Accuracy
 DV0706;SPC AZ C     -   223,360.      201,090.      MT  (+/- 180 meters Scaled)
 DV0706
 DV0706                          SUPERSEDED SURVEY CONTROL
 DV0706
 DV0706  NGVD 29 (??/??/92)  364.345  (m)         1195.36   (f) ADJ UNCH    2 0
 DV0706
 DV0706.Superseded values are not recommended for survey control.
 DV0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0706.See file dsdata.txt to determine how the superseded data were derived.
 DV0706
 DV0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB021533(NAD 83)
 DV0706_MARKER: DB = BENCH MARK DISK
 DV0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0706_STAMPING: P 300 1952
 DV0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0706+STABILITY: SURFACE MOTION
 DV0706
 DV0706  HISTORY     - Date     Condition        Report By
 DV0706  HISTORY     - 1952     MONUMENTED       CGS
 DV0706  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 DV0706
 DV0706                          STATION DESCRIPTION
 DV0706
 DV0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0706'13.7 MI NW FROM STANFIELD.
 DV0706'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DV0706'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, THENCE
 DV0706'3.0 MILES WEST ALONG THE MILLER ROAD, THENCE 5.1 MILES NORTH ALONG THE
 DV0706'MARICOPA ROAD, AT THE CROSSING OF A CATTLE GUARD, AT AN IRON GATE, AT
 DV0706'A FENCE CORNER, 53.3 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 DV0706'CATTLE GUARD, 10.5 FEET EAST OF THE APPROXIMATE CENTER OF THE GATE,
 DV0706'2.6 FEET NORTHWEST OF THE CORNER FENCE POST, 2 FEET WEST OF THE FENCE,
 DV0706'1.6 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DV0706'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
 DV0706
 DV0706                          STATION RECOVERY (2006)
 DV0706
 DV0706'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0838 ***********************************************************************
 CZ0838  DESIGNATION -  P 301
 CZ0838  PID         -  CZ0838
 CZ0838  STATE/COUNTY-  AZ/PIMA
 CZ0838  USGS QUAD   -  THREE POINTS (1992)
 CZ0838
 CZ0838                         *CURRENT SURVEY CONTROL
 CZ0838  ___________________________________________________________________
 CZ0838* NAD 83(1986)-  32 03 48.     (N)    111 19 10.     (W)     SCALED    
 CZ0838* NAVD 88     -       789.64   (+/-2cm)    2590.7    (feet)  VERTCON   
 CZ0838  ___________________________________________________________________
 CZ0838  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0838
 CZ0838.The horizontal coordinates were scaled from a topographic map and have
 CZ0838.an estimated accuracy of +/- 6 seconds.
 CZ0838
 CZ0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0838.The vertical order pertains to the NGVD 29 superseded value.
 CZ0838
 CZ0838.The geoid height was determined by GEOID03.
 CZ0838
 CZ0838;                    North         East    Units  Estimated Accuracy
 CZ0838;SPC AZ C     -   118,050.      269,750.      MT  (+/- 180 meters Scaled)
 CZ0838
 CZ0838                          SUPERSEDED SURVEY CONTROL
 CZ0838
 CZ0838  NGVD 29 (??/??/92)  788.949  (m)         2588.41   (f) ADJ UNCH    2 0
 CZ0838
 CZ0838.Superseded values are not recommended for survey control.
 CZ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0838.See file dsdata.txt to determine how the superseded data were derived.
 CZ0838
 CZ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA698475(NAD 83)
 CZ0838_MARKER: DB = BENCH MARK DISK
 CZ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0838_STAMPING: P 301 1951
 CZ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0838+STABILITY: SURFACE MOTION
 CZ0838
 CZ0838  HISTORY     - Date     Condition        Report By
 CZ0838  HISTORY     - 1951     MONUMENTED       CGS
 CZ0838  HISTORY     - 1974     GOOD             USGS
 CZ0838
 CZ0838                          STATION DESCRIPTION
 CZ0838
 CZ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0838'1.1 MI S FROM THREE POINTS.
 CZ0838'0.25 MILES SOUTH FROM THE ENTRANCE OF THE U.S. VETERANS HOSPITAL AT
 CZ0838'TUCSON, ARIZONA ALONG U.S HIGHWAY 89 TO THE T JUNCTION OF STATE
 CZ0838'HIGHWAY 86 LEADING WEST TOWARDS AJO, THENCE 22.1 MILES WEST ALONG
 CZ0838'STATE HIGHWAY 86 TO THE SCHOOL HOUSE AT THREE POINTS, THENCE 0.2 MILE
 CZ0838'EAST ON HIGHWAY 86 TO  STATION A 113 AND THE Y JUNCTION OF HIGHWAY 86
 CZ0838'AND A GRAVEL ROAD LEADING SOUTH TO SASABE THENCE 1.1 MILES SOUTH ALONG
 CZ0838'THE GRAVEL ROAD TOWARDS SASABE, 0.1 MILE NORTH OF A CONCRETE CULVERT
 CZ0838'WITH THREE 36 INCH CORRUGATED METAL PIPES UNDER THE ROAD, 109 1/2 FEET
 CZ0838'SOUTHWEST OF THE CENTER OF THE ROAD AND A SMALL WASH, 55 1/2 FEET
 CZ0838'NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 2.9 FEET EAST OF THE
 CZ0838'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND A CONCRETE POST
 CZ0838'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0838
 CZ0838                          STATION RECOVERY (1974)
 CZ0838
 CZ0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0838'CHANGE FROM-- 55 1/2 FT. NW OF C/L OF GRAVEL ROAD TO-- 70 FT. NW OF
 CZ0838'CENTERLINE SASABE ROAD (PAVED).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0532 ***********************************************************************
 CG0532  DESIGNATION -  P 302
 CG0532  PID         -  CG0532
 CG0532  STATE/COUNTY-  AZ/PIMA
 CG0532  USGS QUAD   -  WILBUR CANYON (1980)
 CG0532
 CG0532                         *CURRENT SURVEY CONTROL
 CG0532  ___________________________________________________________________
 CG0532* NAD 83(1986)-  31 36 33.     (N)    111 23 23.     (W)     SCALED    
 CG0532* NAVD 88     -      1071.13   (+/-2cm)    3514.2    (feet)  VERTCON   
 CG0532  ___________________________________________________________________
 CG0532  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0532
 CG0532.The horizontal coordinates were scaled from a topographic map and have
 CG0532.an estimated accuracy of +/- 6 seconds.
 CG0532
 CG0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0532.The vertical order pertains to the NGVD 29 superseded value.
 CG0532
 CG0532.The geoid height was determined by GEOID03.
 CG0532
 CG0532;                    North         East    Units  Estimated Accuracy
 CG0532;SPC AZ C     -    67,660.      263,360.      MT  (+/- 180 meters Scaled)
 CG0532
 CG0532                          SUPERSEDED SURVEY CONTROL
 CG0532
 CG0532  NGVD 29 (??/??/92) 1070.317  (m)         3511.53   (f) ADJ UNCH    2 0
 CG0532
 CG0532.Superseded values are not recommended for survey control.
 CG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0532.See file dsdata.txt to determine how the superseded data were derived.
 CG0532
 CG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV630971(NAD 83)
 CG0532_MARKER: DB = BENCH MARK DISK
 CG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0532_STAMPING: P 302 1951
 CG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0532+STABILITY: SURFACE MOTION
 CG0532
 CG0532  HISTORY     - Date     Condition        Report By
 CG0532  HISTORY     - 1951     MONUMENTED       CGS
 CG0532  HISTORY     - 1975     POOR             USGS
 CG0532
 CG0532                          STATION DESCRIPTION
 CG0532
 CG0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0532'5.05 MI NW FROM ARIVACA.
 CG0532'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0532'THENCE 4.95 MILES NORTHWEST ALONG THE MAIN ROAD, 0.2 MILE SOUTHEAST OF
 CG0532'A POINT WHERE THE ROAD CROSSES A LARGE WASH, ON THE NORTH SLOPE OF A
 CG0532'RIDGE, 39 1/2 FEET NORTHEAST OF THE CENTER OF A DRAIN DITCH, 30 FEET
 CG0532'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET EAST OF THE WITNESS
 CG0532'POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 CG0532'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0532
 CG0532                          STATION RECOVERY (1975)
 CG0532
 CG0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0532'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1332 ***********************************************************************
 CZ1332  DESIGNATION -  P 303
 CZ1332  PID         -  CZ1332
 CZ1332  STATE/COUNTY-  AZ/PINAL
 CZ1332  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1332
 CZ1332                         *CURRENT SURVEY CONTROL
 CZ1332  ___________________________________________________________________
 CZ1332* NAD 83(1986)-  32 34 17.     (N)    111 32 49.     (W)     SCALED    
 CZ1332* NAVD 88     -       513.47   (+/-2cm)    1684.6    (feet)  VERTCON   
 CZ1332  ___________________________________________________________________
 CZ1332  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ1332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1332
 CZ1332.The horizontal coordinates were scaled from a topographic map and have
 CZ1332.an estimated accuracy of +/- 6 seconds.
 CZ1332
 CZ1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1332.The vertical order pertains to the NGVD 29 superseded value.
 CZ1332
 CZ1332.The geoid height was determined by GEOID03.
 CZ1332
 CZ1332;                    North         East    Units  Estimated Accuracy
 CZ1332;SPC AZ C     -   174,280.      248,070.      MT  (+/- 180 meters Scaled)
 CZ1332
 CZ1332                          SUPERSEDED SURVEY CONTROL
 CZ1332
 CZ1332  NGVD 29 (??/??/92)  512.943  (m)         1682.88   (f) ADJ UNCH    2 0
 CZ1332
 CZ1332.Superseded values are not recommended for survey control.
 CZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1332.See file dsdata.txt to determine how the superseded data were derived.
 CZ1332
 CZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB486039(NAD 83)
 CZ1332_MARKER: DB = BENCH MARK DISK
 CZ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1332_STAMPING: P 303 1951
 CZ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1332+STABILITY: SURFACE MOTION
 CZ1332
 CZ1332  HISTORY     - Date     Condition        Report By
 CZ1332  HISTORY     - 1951     MONUMENTED       CGS
 CZ1332  HISTORY     - 1977     GOOD             USGS
 CZ1332
 CZ1332                          STATION DESCRIPTION
 CZ1332
 CZ1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1332'14.9 MI W FROM RED ROCK.
 CZ1332'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1332'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ1332'GRADED ROAD, THENCE 8.3 MILES NORTHWEST ALONG A GRADED ROAD, 0.25 MILE
 CZ1332'EAST OF A RIGHT ANGLE IN THE POWER LINE, AT A FENCE LINE, AND ABOUT
 CZ1332'0.3 MILE EAST OF BEACH MARK X 91, 15 1/2 FEET NORTH OF THE CENTER LINE
 CZ1332'OF THE ROAD, 3.3 FEET SOUTH OF A POWER LINE POLE, 1.2 FEET SOUTH OF A
 CZ1332'FENCE, AND ABOUT 1/2 FOOT NORTH OF A POINT DIRECTLY UNDER THE NORTH
 CZ1332'WIREING OF THE POWER LINE, 2.4 FEET EAST OF A WITNESS POST, AND ABOUT
 CZ1332'LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
 CZ1332
 CZ1332                          STATION RECOVERY (1977)
 CZ1332
 CZ1332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1332'DELETE ALL REFERENCES TO POWERLINE. MARK IS ABOUT 750 FT N. OF
 CZ1332'PRESENT RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1345 ***********************************************************************
 CZ1345  DESIGNATION -  P 304
 CZ1345  PID         -  CZ1345
 CZ1345  STATE/COUNTY-  AZ/PINAL
 CZ1345  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1345
 CZ1345                         *CURRENT SURVEY CONTROL
 CZ1345  ___________________________________________________________________
 CZ1345* NAD 83(1986)-  32 39 40.     (N)    111 33 04.     (W)     SCALED    
 CZ1345* NAVD 88     -       496.800  (meters)    1629.92   (feet)  ADJUSTED  
 CZ1345  ___________________________________________________________________
 CZ1345  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1345  DYNAMIC HT  -         496.165 (meters)    1627.83  (feet)  COMP
 CZ1345  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 CZ1345
 CZ1345  VERT ORDER  -  FIRST     CLASS II
 CZ1345
 CZ1345.The horizontal coordinates were scaled from a topographic map and have
 CZ1345.an estimated accuracy of +/- 6 seconds.
 CZ1345
 CZ1345.The orthometric height was determined by differential leveling
 CZ1345.and adjusted in November 1993.
 CZ1345
 CZ1345.The geoid height was determined by GEOID03.
 CZ1345
 CZ1345.The dynamic height is computed by dividing the NAVD 88
 CZ1345.geopotential number by the normal gravity value computed on the
 CZ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1345.degrees latitude (g = 980.6199 gals.).
 CZ1345
 CZ1345.The modeled gravity was interpolated from observed gravity values.
 CZ1345
 CZ1345;                    North         East    Units  Estimated Accuracy
 CZ1345;SPC AZ C     -   184,230.      247,650.      MT  (+/- 180 meters Scaled)
 CZ1345
 CZ1345                          SUPERSEDED SURVEY CONTROL
 CZ1345
 CZ1345  NGVD 29 (??/??/92)  500.066  (m)         1640.63   (f) ADJ UNCH    1 2
 CZ1345
 CZ1345.Superseded values are not recommended for survey control.
 CZ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1345.See file dsdata.txt to determine how the superseded data were derived.
 CZ1345
 CZ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB483138(NAD 83)
 CZ1345_MARKER: DB = BENCH MARK DISK
 CZ1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1345_SP_SET: CONCRETE POST
 CZ1345_STAMPING: P 304 1951
 CZ1345_MARK LOGO: CGS   
 CZ1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1345+STABILITY: SURFACE MOTION
 CZ1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1345+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1345
 CZ1345  HISTORY     - Date     Condition        Report By
 CZ1345  HISTORY     - 1951     MONUMENTED       CGS
 CZ1345  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1345  HISTORY     - 19911212 GOOD             NGS
 CZ1345
 CZ1345                          STATION DESCRIPTION
 CZ1345
 CZ1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1345'6.3 MI S FROM ELOY.
 CZ1345'0.3 MILE SOUTHEAST ALONG THE STATE HIGHWAY 84 FROM THE SOUTHERN
 CZ1345'PACIFIC RAILROAD STATION AT ELOY, THENCE 6 MILES SOUTH ALONG SUNSHINE
 CZ1345'BLVD., AT THE T JUNCTION OF A GRADED ROAD LEADING WEST, AT A BOARD
 CZ1345'CABIN SURROUNDED BY A GROUP OF TREES, 40.2 FEET EAST OF THE SOUTHEAST
 CZ1345'CORNER OF A CABIN, 39 FEET WEST OF THE CENTER LINE OF THE BLVD., 37
 CZ1345'FEET NORTH OF THE CENTER LINE OF A GRADED ROAD, 18 FEET WEST OF THE
 CZ1345'WEST END OF A 24 INCH CONCRETE PIPE CULVERT UNDER THE BLVD., 8.4 FEET
 CZ1345'NORTHEAST OF A 3 FEET TREE, 2 FEET SOUTH OF TELEGRAPH POLE NUMBER 7
 CZ1345'1/2, 1.9 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1345'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT
 CZ1345'LOWER THAN THE BLVD.
 CZ1345
 CZ1345                          STATION RECOVERY (1977)
 CZ1345
 CZ1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1345'MARK NOT FOUND.
 CZ1345
 CZ1345                          STATION RECOVERY (1991)
 CZ1345
 CZ1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1345'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1345'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1345'THENCE 9.7 KM (6.00 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 11.6 M
 CZ1345'(38.1 FT) WEST OF THE BOULEVARD CENTER, 11.0 M (36.1 FT) NORTH OF THE
 CZ1345'CENTER OF A HOTTS ROAD, 5.5 M (18.0 FT) WEST OF THE WEST END OF A
 CZ1345'24-INCH PIPE CULVERT, 3.2 M (10.5 FT) NORTHWEST OF UTILITY POLE
 CZ1345'NUMBER 78 WITH A UTILITY JUNCTION BOX ATTACHED, 2.1 M (6.9 FT)
 CZ1345'NORTHEAST OF AN 18-INCH TREE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CZ1345'BOULEVARD, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 CZ1345'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT
 CZ1345'LEANS SLIGHTLY TO THE NORTH BUT IS SOLID IN PLACE.  THE DISK HAS BEEN
 CZ1345'MUTILATED.  THE STAMPING IS LEGIBLE, BUT VERY DIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0740 ***********************************************************************
 CG0740  DESIGNATION -  P 305
 CG0740  PID         -  CG0740
 CG0740  STATE/COUNTY-  AZ/PIMA
 CG0740  USGS QUAD   -  TOPAWA (1979)
 CG0740
 CG0740                         *CURRENT SURVEY CONTROL
 CG0740  ___________________________________________________________________
 CG0740* NAD 83(1986)-  31 46 10.     (N)    111 50 23.     (W)     SCALED    
 CG0740* NAVD 88     -       731.80   (+/-2cm)    2400.9    (feet)  VERTCON   
 CG0740  ___________________________________________________________________
 CG0740  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 CG0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0740
 CG0740.The horizontal coordinates were scaled from a topographic map and have
 CG0740.an estimated accuracy of +/- 6 seconds.
 CG0740
 CG0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0740.The vertical order pertains to the NGVD 29 superseded value.
 CG0740
 CG0740.The geoid height was determined by GEOID03.
 CG0740
 CG0740;                    North         East    Units  Estimated Accuracy
 CG0740;SPC AZ C     -    85,310.      220,650.      MT  (+/- 180 meters Scaled)
 CG0740
 CG0740                          SUPERSEDED SURVEY CONTROL
 CG0740
 CG0740  NGVD 29 (??/??/92)  731.093  (m)         2398.59   (f) ADJ UNCH    2 0
 CG0740
 CG0740.Superseded values are not recommended for survey control.
 CG0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0740.See file dsdata.txt to determine how the superseded data were derived.
 CG0740
 CG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA204151(NAD 83)
 CG0740_MARKER: DB = BENCH MARK DISK
 CG0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0740_STAMPING: P 305 1952
 CG0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0740+STABILITY: SURFACE MOTION
 CG0740
 CG0740  HISTORY     - Date     Condition        Report By
 CG0740  HISTORY     - 1952     MONUMENTED       CGS
 CG0740
 CG0740                          STATION DESCRIPTION
 CG0740
 CG0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0740'4.5 MI S FROM TOPAWA.
 CG0740'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0740'TOPAWA, THENCE 3 MILES SOUTH ALONG A DIRT ROAD, 254 FEET SOUTHEAST OF
 CG0740'A MASONRY CULVERT OVER A WASH, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 CG0740'THE ROAD, 3.7 FEET EAST OF THE TELEPHONE POLE, 1.7 FEET NORTH OF A
 CG0740'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 CG0740'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0690 ***********************************************************************
 CG0690  DESIGNATION -  P 306
 CG0690  PID         -  CG0690
 CG0690  STATE/COUNTY-  AZ/PIMA
 CG0690  USGS QUAD   -  AGUIRRE PEAK (1983)
 CG0690
 CG0690                         *CURRENT SURVEY CONTROL
 CG0690  ___________________________________________________________________
 CG0690* NAD 83(1986)-  31 37 44.     (N)    111 43 00.     (W)     SCALED    
 CG0690* NAVD 88     -       831.82   (+/-2cm)    2729.1    (feet)  VERTCON   
 CG0690  ___________________________________________________________________
 CG0690  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 CG0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0690
 CG0690.The horizontal coordinates were scaled from a topographic map and have
 CG0690.an estimated accuracy of +/- 6 seconds.
 CG0690
 CG0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0690.The vertical order pertains to the NGVD 29 superseded value.
 CG0690
 CG0690.The geoid height was determined by GEOID03.
 CG0690
 CG0690;                    North         East    Units  Estimated Accuracy
 CG0690;SPC AZ C     -    69,740.      232,330.      MT  (+/- 180 meters Scaled)
 CG0690
 CG0690                          SUPERSEDED SURVEY CONTROL
 CG0690
 CG0690  NGVD 29 (??/??/92)  831.067  (m)         2726.59   (f) ADJ UNCH    2 0
 CG0690
 CG0690.Superseded values are not recommended for survey control.
 CG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0690.See file dsdata.txt to determine how the superseded data were derived.
 CG0690
 CG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV320995(NAD 83)
 CG0690_MARKER: DB = BENCH MARK DISK
 CG0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0690_STAMPING: P 306 1952
 CG0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0690+STABILITY: SURFACE MOTION
 CG0690
 CG0690  HISTORY     - Date     Condition        Report By
 CG0690  HISTORY     - 1952     MONUMENTED       CGS
 CG0690  HISTORY     - 1977     GOOD             USGS
 CG0690
 CG0690                          STATION DESCRIPTION
 CG0690
 CG0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0690'4.7 MI E FROM SAN MIGUEL.
 CG0690'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0690'MIGUEL, THENCE 0.4 MILE NORTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0690'142 FEET NORTH OF USGS COPPER NAIL AND WASHER 2724.4, 33 1/2 FEET WEST
 CG0690'OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST OF A WITNESS POST, AND
 CG0690'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CG0690'GROUND.
 CG0690
 CG0690                          STATION RECOVERY (1977)
 CG0690
 CG0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0690'....ALONG THE BOBOQUIVARI FOOT RD.... SHOULD READ ....ALONG DIRT
 CG0690'RD.....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0386 ***********************************************************************
 DA0386  DESIGNATION -  P 307
 DA0386  PID         -  DA0386
 DA0386  STATE/COUNTY-  AZ/PIMA
 DA0386  USGS QUAD   -  BATES WELL (1990)
 DA0386
 DA0386                         *CURRENT SURVEY CONTROL
 DA0386  ___________________________________________________________________
 DA0386* NAD 83(1986)-  32 12 55.     (N)    112 53 51.     (W)     SCALED    
 DA0386* NAVD 88     -       461.80   (+/-2cm)    1515.1    (feet)  VERTCON   
 DA0386  ___________________________________________________________________
 DA0386  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DA0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0386
 DA0386.The horizontal coordinates were scaled from a topographic map and have
 DA0386.an estimated accuracy of +/- 6 seconds.
 DA0386
 DA0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0386.The vertical order pertains to the NGVD 29 superseded value.
 DA0386
 DA0386.The geoid height was determined by GEOID03.
 DA0386
 DA0386;                    North         East    Units  Estimated Accuracy
 DA0386;SPC AZ C     -   135,160.      120,900.      MT  (+/- 180 meters Scaled)
 DA0386
 DA0386                          SUPERSEDED SURVEY CONTROL
 DA0386
 DA0386  NGVD 29 (??/??/92)  461.110  (m)         1512.83   (f) ADJ UNCH    2 0
 DA0386
 DA0386.Superseded values are not recommended for survey control.
 DA0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0386.See file dsdata.txt to determine how the superseded data were derived.
 DA0386
 DA0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA211658(NAD 83)
 DA0386_MARKER: DB = BENCH MARK DISK
 DA0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0386_STAMPING: P 307 1952
 DA0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0386+STABILITY: SURFACE MOTION
 DA0386
 DA0386  HISTORY     - Date     Condition        Report By
 DA0386  HISTORY     - 1952     MONUMENTED       CGS
 DA0386
 DA0386                          STATION DESCRIPTION
 DA0386
 DA0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0386'13.75 MI S FROM AJO.
 DA0386'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0386'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0386'HIGHWAY 86 TO ROAD LEADING SOUTH TO DARBY WELL, THENCE 11.7 MILES
 DA0386'SOUTHWEST, AND SOUTH ALONG THE ROAD LEADING TO DARBY AND BATES WELLS,
 DA0386'47 FEET WEST OF THE CENTERLINE OF THE OLD ROAD, 45 FEET SOUTHEAST OF
 DA0386'THE CENTERLINE OF THE NEW ROAD, 2.2 FEET EAST OF A WITNESS POST, IN A
 DA0386'CONCRETE POST PROJECTING 0.2 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0099 ***********************************************************************
 CH0099  DESIGNATION -  P 308
 CH0099  PID         -  CH0099
 CH0099  STATE/COUNTY-  AZ/PIMA
 CH0099  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0099
 CH0099                         *CURRENT SURVEY CONTROL
 CH0099  ___________________________________________________________________
 CH0099* NAD 83(1986)-  31 55 29.     (N)    112 57 36.     (W)     SCALED    
 CH0099* NAVD 88     -       364.28   (+/-2cm)    1195.1    (feet)  VERTCON   
 CH0099  ___________________________________________________________________
 CH0099  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 CH0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0099
 CH0099.The horizontal coordinates were scaled from a topographic map and have
 CH0099.an estimated accuracy of +/- 6 seconds.
 CH0099
 CH0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0099.The vertical order pertains to the NGVD 29 superseded value.
 CH0099
 CH0099.The geoid height was determined by GEOID03.
 CH0099
 CH0099;                    North         East    Units  Estimated Accuracy
 CH0099;SPC AZ C     -   103,000.      114,700.      MT  (+/- 180 meters Scaled)
 CH0099
 CH0099                          SUPERSEDED SURVEY CONTROL
 CH0099
 CH0099  NGVD 29 (??/??/92)  363.568  (m)         1192.81   (f) ADJ UNCH    2 0
 CH0099
 CH0099.Superseded values are not recommended for survey control.
 CH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0099.See file dsdata.txt to determine how the superseded data were derived.
 CH0099
 CH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA147337(NAD 83)
 CH0099_MARKER: DB = BENCH MARK DISK
 CH0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0099_STAMPING: P 308 1952
 CH0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0099+STABILITY: SURFACE MOTION
 CH0099
 CH0099  HISTORY     - Date     Condition        Report By
 CH0099  HISTORY     - 1952     MONUMENTED       CGS
 CH0099
 CH0099                          STATION DESCRIPTION
 CH0099
 CH0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0099'11.25 MI NW FROM LUKEVILLE.
 CH0099'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0099'LUKEVILLE TO JUNCTION, THENCE 10.3 MILES WEST ALONG THE QUITOVOQUITO
 CH0099'ROAD, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, 26 FEET SOUTHEAST OF
 CH0099'THE CENTER OF A SMALL WASH, 2.2 FEET NORTH OF THE WITNESS POST, IN A
 CH0099'CONCRETE POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0413 ***********************************************************************
 DA0413  DESIGNATION -  P 309
 DA0413  PID         -  DA0413
 DA0413  STATE/COUNTY-  AZ/PIMA
 DA0413  USGS QUAD   -  GUNSIGHT (1990)
 DA0413
 DA0413                         *CURRENT SURVEY CONTROL
 DA0413  ___________________________________________________________________
 DA0413* NAD 83(1986)-  32 08 28.     (N)    112 43 45.     (W)     SCALED    
 DA0413* NAVD 88     -       590.50   (+/-2cm)    1937.3    (feet)  VERTCON   
 DA0413  ___________________________________________________________________
 DA0413  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0413
 DA0413.The horizontal coordinates were scaled from a topographic map and have
 DA0413.an estimated accuracy of +/- 6 seconds.
 DA0413
 DA0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0413.The vertical order pertains to the NGVD 29 superseded value.
 DA0413
 DA0413.The geoid height was determined by GEOID03.
 DA0413
 DA0413;                    North         East    Units  Estimated Accuracy
 DA0413;SPC AZ C     -   126,800.      136,710.      MT  (+/- 180 meters Scaled)
 DA0413
 DA0413                          SUPERSEDED SURVEY CONTROL
 DA0413
 DA0413  NGVD 29 (??/??/92)  589.762  (m)         1934.91   (f) ADJ UNCH    2 0
 DA0413
 DA0413.Superseded values are not recommended for survey control.
 DA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0413.See file dsdata.txt to determine how the superseded data were derived.
 DA0413
 DA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA369573(NAD 83)
 DA0413_MARKER: DB = BENCH MARK DISK
 DA0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0413_STAMPING: P 309 1952
 DA0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0413+STABILITY: SURFACE MOTION
 DA0413
 DA0413  HISTORY     - Date     Condition        Report By
 DA0413  HISTORY     - 1952     MONUMENTED       CGS
 DA0413
 DA0413                          STATION DESCRIPTION
 DA0413
 DA0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0413'22.45 MI SE FROM AJO.
 DA0413'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0413'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 10.8 MILES SOUTHEAST
 DA0413'ALONG HIGHWAY 86 TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG
 DA0413'SONOYTA-AJO HIGHWAY TO AN INTERSECTION, THENCE 2.35 MILES EAST ALONG A
 DA0413'TRACK ROAD LEADING EAST TO WALLS WELL, AT A POINT WHERE THE ROAD
 DA0413'CROSSES A WASH, 99 FEET NORTHEAST OF THE CENTER OF THE ROAD AND WASH
 DA0413'CROSSING, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTH
 DA0413'OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A
 DA0413'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0490 ***********************************************************************
 ES0490  DESIGNATION -  P 31
 ES0490  PID         -  ES0490
 ES0490  STATE/COUNTY-  AZ/YAVAPAI
 ES0490  USGS QUAD   -  SEDONA (1969)
 ES0490
 ES0490                         *CURRENT SURVEY CONTROL
 ES0490  ___________________________________________________________________
 ES0490* NAD 83(1986)-  34 50 51.     (N)    111 50 12.     (W)     SCALED    
 ES0490* NAVD 88     -      1348.956  (meters)    4425.70   (feet)  ADJUSTED  
 ES0490  ___________________________________________________________________
 ES0490  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 ES0490  DYNAMIC HT  -        1347.218 (meters)    4420.00  (feet)  COMP
 ES0490  MODELED GRAV-     979,298.8   (mgal)                       NAVD 88
 ES0490
 ES0490  VERT ORDER  -  FIRST     CLASS II
 ES0490
 ES0490.The horizontal coordinates were scaled from a topographic map and have
 ES0490.an estimated accuracy of +/- 6 seconds.
 ES0490
 ES0490.The orthometric height was determined by differential leveling
 ES0490.and adjusted in June 1991.
 ES0490
 ES0490.The geoid height was determined by GEOID03.
 ES0490
 ES0490.The dynamic height is computed by dividing the NAVD 88
 ES0490.geopotential number by the normal gravity value computed on the
 ES0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0490.degrees latitude (g = 980.6199 gals.).
 ES0490
 ES0490.The modeled gravity was interpolated from observed gravity values.
 ES0490
 ES0490;                    North         East    Units  Estimated Accuracy
 ES0490;SPC AZ C     -   426,660.      220,680.      MT  (+/- 180 meters Scaled)
 ES0490
 ES0490                          SUPERSEDED SURVEY CONTROL
 ES0490
 ES0490  NGVD 29 (??/??/92) 1348.149  (m)         4423.05   (f) ADJ UNCH    1 2
 ES0490
 ES0490.Superseded values are not recommended for survey control.
 ES0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0490.See file dsdata.txt to determine how the superseded data were derived.
 ES0490
 ES0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD235564(NAD 83)
 ES0490_MARKER: DB = BENCH MARK DISK
 ES0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0490_STAMPING: 4423.052 P 31 1933
 ES0490_MARK LOGO: CGS   
 ES0490_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0490+STABILITY: SURFACE MOTION
 ES0490
 ES0490  HISTORY     - Date     Condition        Report By
 ES0490  HISTORY     - 1933     MONUMENTED       CGS
 ES0490  HISTORY     - 1933     GOOD             NGS
 ES0490  HISTORY     - 1982     GOOD             NGS
 ES0490  HISTORY     - 20001113 MARK NOT FOUND   LOCSUR
 ES0490
 ES0490                          STATION DESCRIPTION
 ES0490
 ES0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0490'4.9 MI SW FROM SEDONA.
 ES0490'IN YAVAPAI COUNTY, ABOUT 4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 79
 ES0490'FROM SEDONA, COCONINO COUNTY, ON A FLAT, AT A SUMMIT OF THE GRADE, AND
 ES0490'ABOUT 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 ES0490'DISK, STAMPED 4423.052 P 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 ES0490'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 ES0490
 ES0490                          STATION RECOVERY (1982)
 ES0490
 ES0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0490'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0490'7.4 KM (4.6 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0490'OFFICE IN SEDONA, AT A TURN OUT AND A TRACK ROAD LEADING NORTHWEST, ON
 ES0490'THE TOP OF A CUT BETWEEN THE HIGHWAY AND THE TRACK ROAD, 9.1 METERS
 ES0490'(30 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 36.6 METERS (120 FT)
 ES0490'SOUTHWEST OF THE SOUTHWEST END OF THE TURN OUT, 36.6 METERS (120 FT)
 ES0490'SOUTHWEST OF THE NORTHEAST END OF THE CUT, 10.1 METERS (33 FT)
 ES0490'SOUTHEAST OF THE NORTHEAST END OF A WIRE GATE, 3.6 METERS (12 FT)
 ES0490'NORTHWEST OF THE TOP OF THE CUT.
 ES0490'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 ES0490'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 ES0490
 ES0490                          STATION RECOVERY (2000)
 ES0490
 ES0490'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (EB)
 ES0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0027 ***********************************************************************
 GP0027  DESIGNATION -  P 31
 GP0027  PID         -  GP0027
 GP0027  STATE/COUNTY-  AZ/NAVAJO
 GP0027  USGS QUAD   -  OWL SPRING (1982)
 GP0027
 GP0027                         *CURRENT SURVEY CONTROL
 GP0027  ___________________________________________________________________
 GP0027* NAD 83(1986)-  36 36 16.     (N)    110 07 34.     (W)     SCALED    
 GP0027* NAVD 88     -      1810.510  (meters)    5939.98   (feet)  ADJUSTED  
 GP0027  ___________________________________________________________________
 GP0027  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GP0027  DYNAMIC HT  -        1808.311 (meters)    5932.77  (feet)  COMP
 GP0027  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 GP0027
 GP0027  VERT ORDER  -  FIRST     CLASS II
 GP0027
 GP0027.The horizontal coordinates were scaled from a topographic map and have
 GP0027.an estimated accuracy of +/- 6 seconds.
 GP0027
 GP0027.The orthometric height was determined by differential leveling
 GP0027.and adjusted in June 1991.
 GP0027
 GP0027.The geoid height was determined by GEOID03.
 GP0027
 GP0027.The dynamic height is computed by dividing the NAVD 88
 GP0027.geopotential number by the normal gravity value computed on the
 GP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0027.degrees latitude (g = 980.6199 gals.).
 GP0027
 GP0027.The modeled gravity was interpolated from observed gravity values.
 GP0027
 GP0027;                    North         East    Units  Estimated Accuracy
 GP0027;SPC AZ E     -   621,580.      216,990.      MT  (+/- 180 meters Scaled)
 GP0027
 GP0027                          SUPERSEDED SURVEY CONTROL
 GP0027
 GP0027  NGVD 29 (??/??/92) 1809.613  (m)         5937.04   (f) ADJ UNCH    1 2
 GP0027
 GP0027.Superseded values are not recommended for survey control.
 GP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0027.See file dsdata.txt to determine how the superseded data were derived.
 GP0027
 GP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF781513(NAD 83)
 GP0027_MARKER: DB = BENCH MARK DISK
 GP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0027_STAMPING: 5937.039 P 31 1933
 GP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0027+STABILITY: SURFACE MOTION
 GP0027
 GP0027  HISTORY     - Date     Condition        Report By
 GP0027  HISTORY     - 1933     MONUMENTED       CGS
 GP0027  HISTORY     - 1934     GOOD             NGS
 GP0027
 GP0027                          STATION DESCRIPTION
 GP0027
 GP0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0027'12.1 MI SE FROM KAYENTA.
 GP0027'12.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0027'OFFICE AT KAYENTA, NAVAJO COUNTY, AT A SMALL RISE ON A LONG NORTHWEST
 GP0027'SLOPE WITH A WASH ON BOTH SIDES, AT A SMALL WASH AROUND THE NORTH END
 GP0027'OF THE RISE, AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A
 GP0027'STANDARD DISK, STAMPED 5937.039 P 31 1933 AND SET IN THE TOP OF A
 GP0027'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ4077 ***********************************************************************
 AJ4077  DESIGNATION -  P 31 RESET
 AJ4077  PID         -  AJ4077
 AJ4077  STATE/COUNTY-  AZ/YAVAPAI
 AJ4077  USGS QUAD   -  SEDONA (1969)
 AJ4077
 AJ4077                         *CURRENT SURVEY CONTROL
 AJ4077  ___________________________________________________________________
 AJ4077* NAD 83(1986)-  34 50 51.     (N)    111 50 12.     (W)     SCALED    
 AJ4077* NAVD 88     -      1345.44   (meters)    4414.2    (feet)  RESET     
 AJ4077  ___________________________________________________________________
 AJ4077  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AJ4077  VERT ORDER  -  THIRD
 AJ4077
 AJ4077.The horizontal coordinates were scaled from a topographic map and have
 AJ4077.an estimated accuracy of +/- 6 seconds.
 AJ4077
 AJ4077.The orthometric height was computed from unverified reset data.
 AJ4077.No vertical observational check was made to the station.
 AJ4077
 AJ4077.The geoid height was determined by GEOID03.
 AJ4077
 AJ4077;                    North         East    Units  Estimated Accuracy
 AJ4077;SPC AZ C     -   426,660.      220,680.      MT  (+/- 180 meters Scaled)
 AJ4077
 AJ4077                          SUPERSEDED SURVEY CONTROL
 AJ4077
 AJ4077.No superseded survey control is available for this station.
 AJ4077
 AJ4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD235564(NAD 83)
 AJ4077_MARKER: DV = VERTICAL CONTROL DISK
 AJ4077_SETTING: 66 = SET IN ROCK OUTCROP
 AJ4077_STAMPING: P 31 RESET 2000
 AJ4077_MARK LOGO: NGS   
 AJ4077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4077+STABILITY: POSITION/ELEVATION WELL
 AJ4077
 AJ4077  HISTORY     - Date     Condition        Report By
 AJ4077  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ4077
 AJ4077                          STATION DESCRIPTION
 AJ4077
 AJ4077'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (EB)
 AJ4077'4.7 MILES (7.6 KM) SOUTHWEST ALONG STATE ROUTE 89A FROM THE POST
 AJ4077'OFFICE IN SEDONA, ON TOP OF AN 11 FOOT (3.4 M) HIGH BOULDER IN A ROCK
 AJ4077'RIDGE FACING WEST, 202 FEET (61.6 M) NORTH OF THE EXISTING HIGHWAY
 AJ4077'CENTERLINE, 32.2 FEET (9.8 M) NORTH OF THE NEW HIGHWAY RIGHT OF WAY
 AJ4077'LINE.  293.0 FEET (89.3 M) EAST OF A SET 1/2 INCH REBAR FOR THE NEW
 AJ4077'NORTH HIGHWAY RIGHT OF WAY LINE AT SOUTHBOUND STATION 865+48.15ST.
 AJ4077'43.7 FEET (13.3 M) NORTH OF A SET 1/2 INCH REBAR FOR THE NEW NORTH
 AJ4077'HIGHWAY RIGHT OF WAY LINE AT SOUTHBOUND STATION 866+69.18.  12.3 FEET
 AJ4077'(3.7 M) SOUTH OF A JUNIPER TREE WITH AN 18 INCH DIAMETER TRUNK.  3
 AJ4077'FEET (0.9 M) EAST OF THE VERTICAL ROCK FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1257 ***********************************************************************
 CZ1257  DESIGNATION -  P 310
 CZ1257  PID         -  CZ1257
 CZ1257  STATE/COUNTY-  AZ/PINAL
 CZ1257  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1257
 CZ1257                         *CURRENT SURVEY CONTROL
 CZ1257  ___________________________________________________________________
 CZ1257* NAD 83(1986)-  32 31 12.     (N)    111 56 43.     (W)     SCALED    
 CZ1257* NAVD 88     -       489.14   (+/-2cm)    1604.8    (feet)  VERTCON   
 CZ1257  ___________________________________________________________________
 CZ1257  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CZ1257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1257
 CZ1257.The horizontal coordinates were scaled from a topographic map and have
 CZ1257.an estimated accuracy of +/- 6 seconds.
 CZ1257
 CZ1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1257.The vertical order pertains to the NGVD 29 superseded value.
 CZ1257
 CZ1257.The geoid height was determined by GEOID03.
 CZ1257
 CZ1257;                    North         East    Units  Estimated Accuracy
 CZ1257;SPC AZ C     -   168,530.      210,670.      MT  (+/- 180 meters Scaled)
 CZ1257
 CZ1257                          SUPERSEDED SURVEY CONTROL
 CZ1257
 CZ1257  NGVD 29 (??/??/92)  488.545  (m)         1602.83   (f) ADJ UNCH    2 0
 CZ1257
 CZ1257.Superseded values are not recommended for survey control.
 CZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1257.See file dsdata.txt to determine how the superseded data were derived.
 CZ1257
 CZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA112984(NAD 83)
 CZ1257_MARKER: DB = BENCH MARK DISK
 CZ1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1257_STAMPING: P 310 1952
 CZ1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1257+STABILITY: SURFACE MOTION
 CZ1257
 CZ1257  HISTORY     - Date     Condition        Report By
 CZ1257  HISTORY     - 1952     MONUMENTED       CGS
 CZ1257
 CZ1257                          STATION DESCRIPTION
 CZ1257
 CZ1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1257'0.9 MI N FROM KOMELIH.
 CZ1257'0.6 MILE NORTHEAST ALONG THE CASA GRANDE COVERED WELLS ROAD FROM THE
 CZ1257'WINDMILL AT KOMELIH, THENCE 0.3 MILE NORTH ALONG THE OLD ABANDONED
 CZ1257'ROAD, 0.25 MILE NORTH OF THE JUNCTION OF THE NEW ROAD, ABOUT 85 YARDS
 CZ1257'WEST OF THE CENTER LINE OF THE NEW ROAD, 27 FEET WEST OF THE CENTER
 CZ1257'LINE OF THE OLD ROAD, 22 1/2 FEET EAST OF A LARGE IRON WOOD TREE, 1.9
 CZ1257'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CZ1257'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0295 ***********************************************************************
 DA0295  DESIGNATION -  P 311
 DA0295  PID         -  DA0295
 DA0295  STATE/COUNTY-  AZ/PIMA
 DA0295  USGS QUAD   -  VENTANA (1990)
 DA0295
 DA0295                         *CURRENT SURVEY CONTROL
 DA0295  ___________________________________________________________________
 DA0295* NAD 83(1986)-  32 28 44.     (N)    112 14 16.     (W)     SCALED    
 DA0295* NAVD 88     -       679.69   (+/-2cm)    2229.9    (feet)  VERTCON   
 DA0295  ___________________________________________________________________
 DA0295  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DA0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0295
 DA0295.The horizontal coordinates were scaled from a topographic map and have
 DA0295.an estimated accuracy of +/- 6 seconds.
 DA0295
 DA0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0295.The vertical order pertains to the NGVD 29 superseded value.
 DA0295
 DA0295.The geoid height was determined by GEOID03.
 DA0295
 DA0295;                    North         East    Units  Estimated Accuracy
 DA0295;SPC AZ C     -   164,010.      183,180.      MT  (+/- 180 meters Scaled)
 DA0295
 DA0295                          SUPERSEDED SURVEY CONTROL
 DA0295
 DA0295  NGVD 29 (??/??/92)  679.002  (m)         2227.69   (f) ADJ UNCH    2 0
 DA0295
 DA0295.Superseded values are not recommended for survey control.
 DA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0295.See file dsdata.txt to determine how the superseded data were derived.
 DA0295
 DA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA836941(NAD 83)
 DA0295_MARKER: DB = BENCH MARK DISK
 DA0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0295_STAMPING: P 311 1952
 DA0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0295+STABILITY: SURFACE MOTION
 DA0295
 DA0295  HISTORY     - Date     Condition        Report By
 DA0295  HISTORY     - 1952     MONUMENTED       CGS
 DA0295
 DA0295                          STATION DESCRIPTION
 DA0295
 DA0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0295'0.9 MI N FROM VENTANA.
 DA0295'0.9 MILE NORTH ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0295'ABOUT 100 YARDS WEST SOUTHWEST OF THE NORTH END OF A LEVEE, ABOUT 90
 DA0295'YARDS NORTH OF THE CROSSING OF A WASH, 21 1/2 FEET EAST OF THE CENTER
 DA0295'LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.6 FEET NORTH OF A WITNESS
 DA0295'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DA0295'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0105 ***********************************************************************
 CZ0105  DESIGNATION -  P 312
 CZ0105  PID         -  CZ0105
 CZ0105  STATE/COUNTY-  AZ/PIMA
 CZ0105  USGS QUAD   -  VAIL (1981)
 CZ0105
 CZ0105                         *CURRENT SURVEY CONTROL
 CZ0105  ___________________________________________________________________
 CZ0105* NAD 83(1986)-  32 01 43.     (N)    110 40 07.     (W)     SCALED    
 CZ0105* NAVD 88     -       991.67   (+/-2cm)    3253.5    (feet)  VERTCON   
 CZ0105  ___________________________________________________________________
 CZ0105  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CZ0105  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0105
 CZ0105.The horizontal coordinates were scaled from a topographic map and have
 CZ0105.an estimated accuracy of +/- 6 seconds.
 CZ0105
 CZ0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0105.The vertical order pertains to the NGVD 29 superseded value.
 CZ0105
 CZ0105.The geoid height was determined by GEOID03.
 CZ0105
 CZ0105;                    North         East    Units  Estimated Accuracy
 CZ0105;SPC AZ C     -   114,720.      331,250.      MT  (+/- 180 meters Scaled)
 CZ0105
 CZ0105                          SUPERSEDED SURVEY CONTROL
 CZ0105
 CZ0105  NGVD 29 (??/??/92)  990.935  (m)         3251.09   (f) ADJ UNCH    1 2
 CZ0105
 CZ0105.Superseded values are not recommended for survey control.
 CZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0105.See file dsdata.txt to determine how the superseded data were derived.
 CZ0105
 CZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA312436(NAD 83)
 CZ0105_MARKER: DB = BENCH MARK DISK
 CZ0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0105_SP_SET: CROSSING
 CZ0105_STAMPING: P 312 1952
 CZ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0105
 CZ0105  HISTORY     - Date     Condition        Report By
 CZ0105  HISTORY     - 1952     MONUMENTED       CGS
 CZ0105
 CZ0105                          STATION DESCRIPTION
 CZ0105
 CZ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0105'2.9 MI SE FROM VAIL.
 CZ0105'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0105'RAILROAD STATION AT VAIL, 0.5 MILE NORTHWEST OF THE CROSSING OF THE EL
 CZ0105'PASO NATURAL GAS LINE ROAD, 0.2 MILE SOUTHEAST OF MILEPOLE 1006, AT
 CZ0105'CATTLE UNDERPASS NUMBER 1006.18, AT A SMALL CANYON CROSSING, SET IN
 CZ0105'TOP OF THE SOUTHWEST CONCRETE HEADWALL, 33.0 FEET SOUTHWEST OF THE
 CZ0105'SOUTHWEST RAIL, 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 CZ0105'HEADWALL, 0.7 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE HEADWALL,
 CZ0105'AND ABOUT 14 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0440 ***********************************************************************
 ES0440  DESIGNATION -  P 313
 ES0440  PID         -  ES0440
 ES0440  STATE/COUNTY-  AZ/YAVAPAI
 ES0440  USGS QUAD   -  BLOODY BASIN (1967)
 ES0440
 ES0440                         *CURRENT SURVEY CONTROL
 ES0440  ___________________________________________________________________
 ES0440* NAD 83(1986)-  34 10 23.     (N)    111 50 43.     (W)     SCALED    
 ES0440* NAVD 88     -       999.66   (+/-2cm)    3279.7    (feet)  VERTCON   
 ES0440  ___________________________________________________________________
 ES0440  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 ES0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0440
 ES0440.The horizontal coordinates were scaled from a topographic map and have
 ES0440.an estimated accuracy of +/- 6 seconds.
 ES0440
 ES0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0440.The vertical order pertains to the NGVD 29 superseded value.
 ES0440
 ES0440.The geoid height was determined by GEOID03.
 ES0440
 ES0440;                    North         East    Units  Estimated Accuracy
 ES0440;SPC AZ C     -   351,850.      219,940.      MT  (+/- 180 meters Scaled)
 ES0440
 ES0440                          SUPERSEDED SURVEY CONTROL
 ES0440
 ES0440  NGVD 29 (??/??/92)  998.991  (m)         3277.52   (f) ADJ UNCH    2 0
 ES0440
 ES0440.Superseded values are not recommended for survey control.
 ES0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0440.See file dsdata.txt to determine how the superseded data were derived.
 ES0440
 ES0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC220816(NAD 83)
 ES0440_MARKER: DB = BENCH MARK DISK
 ES0440_SETTING: 66 = SET IN ROCK OUTCROP
 ES0440_SP_SET: OUTCROP
 ES0440_STAMPING: P 313 1952
 ES0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0440+STABILITY: POSITION/ELEVATION WELL
 ES0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0440+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2008
 ES0440
 ES0440  HISTORY     - Date     Condition        Report By
 ES0440  HISTORY     - 1952     MONUMENTED       CGS
 ES0440  HISTORY     - 20081228 GOOD             GEOCAC
 ES0440
 ES0440                          STATION DESCRIPTION
 ES0440
 ES0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0440'27.7 MI SE FROM CORDES.
 ES0440'27.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0440'CORDES, 0.4 MILE SOUTHEAST OF THE CROSSING OF A WIDE WASH, IN A LARGE
 ES0440'MEADOW-LIKE CLEARING SPOTTED WITH SMALL TREES, ABOUT 50 YARDS WEST OF
 ES0440'A SHARP CURVE, IN TOP OF THE CENTER OF A 2-FOOT BY 3-FOOT OUTCROP
 ES0440'PROJECTING 1 FOOT ABOVE THE GROUND, 71 FEET SOUTH OF THE CENTER LINE
 ES0440'OF AND ABOUT LEVEL WITH THE ROAD.
 ES0440
 ES0440                          STATION RECOVERY (2008)
 ES0440
 ES0440'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0440'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0440'34 10 23.3 (N)   111 50 42.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0376 ***********************************************************************
 ES0376  DESIGNATION -  P 314
 ES0376  PID         -  ES0376
 ES0376  STATE/COUNTY-  AZ/YAVAPAI
 ES0376  USGS QUAD   -  TULE MESA (1967)
 ES0376
 ES0376                         *CURRENT SURVEY CONTROL
 ES0376  ___________________________________________________________________
 ES0376* NAD 83(1986)-  34 21 14.     (N)    111 48 18.     (W)     SCALED    
 ES0376* NAVD 88     -      1944.13   (+/-2cm)    6378.4    (feet)  VERTCON   
 ES0376  ___________________________________________________________________
 ES0376  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 ES0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0376
 ES0376.The horizontal coordinates were scaled from a topographic map and have
 ES0376.an estimated accuracy of +/- 6 seconds.
 ES0376
 ES0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0376.The vertical order pertains to the NGVD 29 superseded value.
 ES0376
 ES0376.The geoid height was determined by GEOID03.
 ES0376
 ES0376;                    North         East    Units  Estimated Accuracy
 ES0376;SPC AZ C     -   371,910.      223,630.      MT  (+/- 180 meters Scaled)
 ES0376
 ES0376                          SUPERSEDED SURVEY CONTROL
 ES0376
 ES0376  NGVD 29 (??/??/92) 1943.330  (m)         6375.74   (f) ADJ UNCH    2 0
 ES0376
 ES0376.Superseded values are not recommended for survey control.
 ES0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0376.See file dsdata.txt to determine how the superseded data were derived.
 ES0376
 ES0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD259016(NAD 83)
 ES0376_MARKER: DB = BENCH MARK DISK
 ES0376_SETTING: 66 = SET IN ROCK OUTCROP
 ES0376_SP_SET: OUTCROP
 ES0376_STAMPING: P 314 1952
 ES0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0376+STABILITY: POSITION/ELEVATION WELL
 ES0376
 ES0376  HISTORY     - Date     Condition        Report By
 ES0376  HISTORY     - 1952     MONUMENTED       CGS
 ES0376
 ES0376                          STATION DESCRIPTION
 ES0376
 ES0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0376'13.0 MI E FROM DUGAS.
 ES0376'13.0 MILES EAST ALONG A TRACK ROAD FROM DUGAS RANCH, 0.5 MILE
 ES0376'NORTHWEST OF A STEEL TOWER TRANSMISSION LINE CROSSING, ON THE
 ES0376'SOUTHEAST SLOPE OF A SLIGHT GRADE, BETWEEN THE ROAD AND A ROCKY FIRE
 ES0376'TRAIL WHICH RUNS PARALLEL TO THE ROAD, IN TOP OF A SLOPING 6-FOOT BY
 ES0376'3-FOOT OUTCROP FLUSH WITH THE GROUND, 14 FEET NORTHEAST OF AND ABOUT
 ES0376'LEVEL WITH THE CENTER LINE OF THE ROAD, AND 3 1/2 FEET NORTHWEST OF
 ES0376'THE SOUTHEAST POINT OF AN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0520 ***********************************************************************
 ET0520  DESIGNATION -  P 315
 ET0520  PID         -  ET0520
 ET0520  STATE/COUNTY-  AZ/YAVAPAI
 ET0520  USGS QUAD   -  MOUNT JOSH (1979)
 ET0520
 ET0520                         *CURRENT SURVEY CONTROL
 ET0520  ___________________________________________________________________
 ET0520* NAD 83(1986)-  34 38 49.     (N)    112 38 56.     (W)     SCALED    
 ET0520* NAVD 88     -      1507.312  (meters)    4945.24   (feet)  POSTED    
 ET0520  ___________________________________________________________________
 ET0520  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ET0520  DYNAMIC HT  -        1505.290 (meters)    4938.61  (feet)  COMP
 ET0520  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 ET0520
 ET0520  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0520
 ET0520.The horizontal coordinates were scaled from a topographic map and have
 ET0520.an estimated accuracy of +/- 6 seconds.
 ET0520
 ET0520.The orthometric height was determined by differential leveling
 ET0520.and adjusted in November 2005.
 ET0520.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0520.rate of 0.0 thru 1.0 mm/km.
 ET0520
 ET0520.The geoid height was determined by GEOID03.
 ET0520
 ET0520.The dynamic height is computed by dividing the NAVD 88
 ET0520.geopotential number by the normal gravity value computed on the
 ET0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0520.degrees latitude (g = 980.6199 gals.).
 ET0520
 ET0520.The modeled gravity was interpolated from observed gravity values.
 ET0520
 ET0520;                    North         East    Units  Estimated Accuracy
 ET0520;SPC AZ C     -   404,660.      146,240.      MT  (+/- 180 meters Scaled)
 ET0520
 ET0520                          SUPERSEDED SURVEY CONTROL
 ET0520
 ET0520  NGVD 29 (??/??/92) 1506.469  (m)         4942.47   (f) ADJ UNCH    2 0
 ET0520
 ET0520.Superseded values are not recommended for survey control.
 ET0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0520.See file dsdata.txt to determine how the superseded data were derived.
 ET0520
 ET0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD488351(NAD 83)
 ET0520_MARKER: DB = BENCH MARK DISK
 ET0520_SETTING: 0 = UNSPECIFIED SETTING
 ET0520_STAMPING: P 315 1952
 ET0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0520+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0520
 ET0520  HISTORY     - Date     Condition        Report By
 ET0520  HISTORY     - 1952     MONUMENTED       CGS
 ET0520  HISTORY     - 1974     GOOD             USGS
 ET0520  HISTORY     - 20090122 GOOD             GEOCAC
 ET0520
 ET0520                          STATION DESCRIPTION
 ET0520
 ET0520'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0520'10.6 MI N FROM SKULL VALLEY.
 ET0520'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. NO ALONG THE PAVED ROAD
 ET0520'TOWARD PRESCOTT, GO LEFT ON A GRADED COUNTY RD. 2.9 MILES TO A T-RD.
 ET0520'WEST, GO STRAIGHT 1.0 MI. TO A T-RD. EAST, GO STRAIGHT 1.6 MILES TO
 ET0520'TOP OF A SMALL HILL, 0.35 MILES SO. OF A CATTLE GUARD, 42 FT. NE OF
 ET0520'THE CENTER LINE OF THE ROAD AND ABOUT 3 FT. HIGHER.
 ET0520
 ET0520                          STATION RECOVERY (2009)
 ET0520
 ET0520'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0319 ***********************************************************************
 ET0319  DESIGNATION -  P 316
 ET0319  PID         -  ET0319
 ET0319  STATE/COUNTY-  AZ/YAVAPAI
 ET0319  USGS QUAD   -  ESTLER PEAK (1974)
 ET0319
 ET0319                         *CURRENT SURVEY CONTROL
 ET0319  ___________________________________________________________________
 ET0319* NAD 83(1986)-  34 22 52.     (N)    112 00 28.     (W)     SCALED    
 ET0319* NAVD 88     -      1216.23   (+/-2cm)    3990.2    (feet)  VERTCON   
 ET0319  ___________________________________________________________________
 ET0319  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0319
 ET0319.The horizontal coordinates were scaled from a topographic map and have
 ET0319.an estimated accuracy of +/- 6 seconds.
 ET0319
 ET0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0319.The vertical order pertains to the NGVD 29 superseded value.
 ET0319
 ET0319.The geoid height was determined by GEOID03.
 ET0319
 ET0319;                    North         East    Units  Estimated Accuracy
 ET0319;SPC AZ C     -   374,930.      204,980.      MT  (+/- 180 meters Scaled)
 ET0319
 ET0319                          SUPERSEDED SURVEY CONTROL
 ET0319
 ET0319  NGVD 29 (??/??/92) 1215.510  (m)         3987.89   (f) ADJ UNCH    2 0
 ET0319
 ET0319.Superseded values are not recommended for survey control.
 ET0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0319.See file dsdata.txt to determine how the superseded data were derived.
 ET0319
 ET0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD073048(NAD 83)
 ET0319_MARKER: DB = BENCH MARK DISK
 ET0319_SETTING: 66 = SET IN ROCK OUTCROP
 ET0319_SP_SET: ROCK OUTCROP
 ET0319_STAMPING: P 316 1952
 ET0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0319+STABILITY: POSITION/ELEVATION WELL
 ET0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0319+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ET0319
 ET0319  HISTORY     - Date     Condition        Report By
 ET0319  HISTORY     - 1952     MONUMENTED       CGS
 ET0319  HISTORY     - 20080816 GOOD             GEOCAC
 ET0319  HISTORY     - 20080925 GOOD             GEOCAC
 ET0319
 ET0319                          STATION DESCRIPTION
 ET0319
 ET0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0319'2.5 MI W FROM DUGAS.
 ET0319'2.5 MILES WEST OF DUGAS RANCH ON A ROCK HILLSIDE, ABOUT 90 YARDS
 ET0319'SOUTHEAST OF A STEEL TRANSMISSION POWER LINE TOWER, 62 FEET NORTH OF
 ET0319'THE CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 ET0319'SET IN THE TOP OF AND ABOUT THE CENTER OF A 3 1/2-FOOT BY 4-FOOT ROCK
 ET0319'OUTCROP.
 ET0319
 ET0319                          STATION RECOVERY (2008)
 ET0319
 ET0319'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0319'GPSR COORDINATES (NAD 83) N34 22.881 W112 00.470
 ET0319'3,982 FT ASL.
 ET0319' 
 ET0319
 ET0319                          STATION RECOVERY (2008)
 ET0319
 ET0319'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0319'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ET0319'34 22.880' W
 ET0319'112.00.471'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0889 ***********************************************************************
 CZ0889  DESIGNATION -  P 318
 CZ0889  PID         -  CZ0889
 CZ0889  STATE/COUNTY-  AZ/PIMA
 CZ0889  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0889
 CZ0889                         *CURRENT SURVEY CONTROL
 CZ0889  ___________________________________________________________________
 CZ0889* NAD 83(1986)-  32 20 06.     (N)    111 47 07.     (W)     SCALED    
 CZ0889* NAVD 88     -       575.83   (+/-2cm)    1889.2    (feet)  VERTCON   
 CZ0889  ___________________________________________________________________
 CZ0889  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0889
 CZ0889.The horizontal coordinates were scaled from a topographic map and have
 CZ0889.an estimated accuracy of +/- 6 seconds.
 CZ0889
 CZ0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0889.The vertical order pertains to the NGVD 29 superseded value.
 CZ0889
 CZ0889.The geoid height was determined by GEOID03.
 CZ0889
 CZ0889;                    North         East    Units  Estimated Accuracy
 CZ0889;SPC AZ C     -   148,020.      225,730.      MT  (+/- 180 meters Scaled)
 CZ0889
 CZ0889                          SUPERSEDED SURVEY CONTROL
 CZ0889
 CZ0889  NGVD 29 (??/??/92)  575.238  (m)         1887.26   (f) ADJ UNCH    2 0
 CZ0889
 CZ0889.Superseded values are not recommended for survey control.
 CZ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0889.See file dsdata.txt to determine how the superseded data were derived.
 CZ0889
 CZ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA260778(NAD 83)
 CZ0889_MARKER: DB = BENCH MARK DISK
 CZ0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0889_STAMPING: P 318 1952
 CZ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0889+STABILITY: SURFACE MOTION
 CZ0889
 CZ0889  HISTORY     - Date     Condition        Report By
 CZ0889  HISTORY     - 1952     MONUMENTED       CGS
 CZ0889
 CZ0889                          STATION DESCRIPTION
 CZ0889
 CZ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0889'16.45 MI NE FROM SANTA ROSA.
 CZ0889'15.25 MILES EAST OF SANTA ROSA, THENCE 1.2 MILES NORTH ALONG A TRACK
 CZ0889'ROAD AT A SMALL CLEARING IN A FLAT COVERED WITH GREASEWOOD AND PALO
 CZ0889'VERDE TREES, ABOUT 0.15 MILE EAST OF THE EAST BASE OF A SMALL HILL, 22
 CZ0889'FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 1.6 FEET NORTHWEST OF A
 CZ0889'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CZ0889'FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1002 ***********************************************************************
 CZ1002  DESIGNATION -  P 319
 CZ1002  PID         -  CZ1002
 CZ1002  STATE/COUNTY-  AZ/PINAL
 CZ1002  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1002
 CZ1002                         *CURRENT SURVEY CONTROL
 CZ1002  ___________________________________________________________________
 CZ1002* NAD 83(1986)-  32 56 19.     (N)    111 45 24.     (W)     SCALED    
 CZ1002* NAVD 88     -       431.80   (+/-2cm)    1416.7    (feet)  VERTCON   
 CZ1002  ___________________________________________________________________
 CZ1002  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1002  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1002
 CZ1002.The horizontal coordinates were scaled from a topographic map and have
 CZ1002.an estimated accuracy of +/- 6 seconds.
 CZ1002
 CZ1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1002.The vertical order pertains to the NGVD 29 superseded value.
 CZ1002
 CZ1002.The geoid height was determined by GEOID03.
 CZ1002
 CZ1002;                    North         East    Units  Estimated Accuracy
 CZ1002;SPC AZ C     -   214,960.      228,320.      MT  (+/- 180 meters Scaled)
 CZ1002
 CZ1002                          SUPERSEDED SURVEY CONTROL
 CZ1002
 CZ1002  NGVD 29 (??/??/92)  431.233  (m)         1414.80   (f) ADJ UNCH    1 2
 CZ1002
 CZ1002.Superseded values are not recommended for survey control.
 CZ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1002.See file dsdata.txt to determine how the superseded data were derived.
 CZ1002
 CZ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB292447(NAD 83)
 CZ1002_MARKER: DB = BENCH MARK DISK
 CZ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1002_STAMPING: P 319 1952
 CZ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1002+STABILITY: SURFACE MOTION
 CZ1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1002+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 CZ1002
 CZ1002  HISTORY     - Date     Condition        Report By
 CZ1002  HISTORY     - 1952     MONUMENTED       CGS
 CZ1002  HISTORY     - 1961     MARK NOT FOUND   NGS
 CZ1002  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1002  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1002  HISTORY     - 20060224 GOOD             USPSQD
 CZ1002
 CZ1002                          STATION DESCRIPTION
 CZ1002
 CZ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1002'4.4 MI N FROM CASA GRANDE.
 CZ1002'4.4 MILES NORTH ALONG STATE HIGHWAY 187 FROM THE SOUTHERN PACIFIC
 CZ1002'COMPANY RAILROAD STEEL WATER TANK AT CASA GRANDE, IN LINE WITH A ROW
 CZ1002'OF TELEGRAPH POLES, 87.0 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 CZ1002'MILEPOST 182, 48.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.2
 CZ1002'FEET SOUTH OF A TELEGRAPH POLE NO. 31, 1.5 FEET NORTH OF A WITNESS
 CZ1002'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 CZ1002'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ1002
 CZ1002                          STATION RECOVERY (1961)
 CZ1002
 CZ1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CZ1002'MARK NOT FOUND.
 CZ1002
 CZ1002                          STATION RECOVERY (1980)
 CZ1002
 CZ1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1002'MARK PRESUMED DESTROYED SINCE IT WAS RESET IN 1972.
 CZ1002
 CZ1002                          STATION RECOVERY (1980)
 CZ1002
 CZ1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1002'MARK PRESUMED DESTROYED SINCE IT WAS RESET IN 1972.
 CZ1002
 CZ1002                          STATION RECOVERY (2006)
 CZ1002
 CZ1002'RECOVERY NOTE BY US POWER SQUADRON 2006 (MH)
 CZ1002'RECOVERED AS DESCRIBED. NO PROBLEM LOCATING MARK. SURVEY MARKER THERE.
 CZ1002' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1003 ***********************************************************************
 CZ1003  DESIGNATION -  P 319 RESET
 CZ1003  PID         -  CZ1003
 CZ1003  STATE/COUNTY-  AZ/PINAL
 CZ1003  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1003
 CZ1003                         *CURRENT SURVEY CONTROL
 CZ1003  ___________________________________________________________________
 CZ1003* NAD 83(1986)-  32 56 18.     (N)    111 45 27.     (W)     SCALED    
 CZ1003* NAVD 88     -       431.44   (+/-2cm)    1415.5    (feet)  VERTCON   
 CZ1003  ___________________________________________________________________
 CZ1003  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1003  VERT ORDER  -  THIRD (See Below)
 CZ1003
 CZ1003.The horizontal coordinates were scaled from a topographic map and have
 CZ1003.an estimated accuracy of +/- 6 seconds.
 CZ1003
 CZ1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1003.The vertical order pertains to the NGVD 29 superseded value.
 CZ1003
 CZ1003.The geoid height was determined by GEOID03.
 CZ1003
 CZ1003;                    North         East    Units  Estimated Accuracy
 CZ1003;SPC AZ C     -   214,920.      228,240.      MT  (+/- 180 meters Scaled)
 CZ1003
 CZ1003                          SUPERSEDED SURVEY CONTROL
 CZ1003
 CZ1003  NGVD 29 (03/28/06)  430.86   (m)         1413.6    (f) RESET       3  
 CZ1003
 CZ1003.Superseded values are not recommended for survey control.
 CZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1003.See file dsdata.txt to determine how the superseded data were derived.
 CZ1003
 CZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291447(NAD 83)
 CZ1003_MARKER: DB = BENCH MARK DISK
 CZ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1003_STAMPING: P 319 RESET 1972
 CZ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1003+STABILITY: SURFACE MOTION
 CZ1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1003+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 CZ1003
 CZ1003  HISTORY     - Date     Condition        Report By
 CZ1003  HISTORY     - 1972     MONUMENTED       NGS
 CZ1003  HISTORY     - 1980     GOOD             NGS
 CZ1003  HISTORY     - 1980     GOOD             NGS
 CZ1003  HISTORY     - 20060807 GOOD             GEOCAC
 CZ1003
 CZ1003                          STATION DESCRIPTION
 CZ1003
 CZ1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CZ1003'4.1 MI N FROM CASA GRANDE.
 CZ1003'4.1 MILES NORTH ALONG PINAL AVENUE (STATE HWY 93) FROM INTERSECTION OF
 CZ1003'SECOND STREET IN CASA GRANDE, TO MARK ON LEFT.  2 FEET NORTH OF POWER
 CZ1003'POLE PS 110792 AND 1 FOOT SOUTH OF WITNESS POST AND SIGN.  12 INCH
 CZ1003'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CZ1003
 CZ1003                          STATION RECOVERY (1980)
 CZ1003
 CZ1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1003'RECOVERED IN GOOD CONDITION.
 CZ1003
 CZ1003                          STATION RECOVERY (1980)
 CZ1003
 CZ1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1003'RECOVERED IN GOOD CONDITION.
 CZ1003
 CZ1003                          STATION RECOVERY (2006)
 CZ1003
 CZ1003'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0714 ***********************************************************************
 DA0714  DESIGNATION -  P 321
 DA0714  PID         -  DA0714
 DA0714  STATE/COUNTY-  AZ/YUMA
 DA0714  USGS QUAD   -  AZTEC HILLS (1982)
 DA0714
 DA0714                         *CURRENT SURVEY CONTROL
 DA0714  ___________________________________________________________________
 DA0714* NAD 83(1986)-  32 49 54.     (N)    113 22 52.     (W)     SCALED    
 DA0714* NAVD 88     -       152.031  (meters)     498.79   (feet)  ADJUSTED  
 DA0714  ___________________________________________________________________
 DA0714  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DA0714  DYNAMIC HT  -         151.856 (meters)     498.21  (feet)  COMP
 DA0714  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 DA0714
 DA0714  VERT ORDER  -  FIRST     CLASS II
 DA0714
 DA0714.The horizontal coordinates were scaled from a topographic map and have
 DA0714.an estimated accuracy of +/- 6 seconds.
 DA0714
 DA0714.The orthometric height was determined by differential leveling
 DA0714.and adjusted in June 1991.
 DA0714
 DA0714.The geoid height was determined by GEOID03.
 DA0714
 DA0714.The dynamic height is computed by dividing the NAVD 88
 DA0714.geopotential number by the normal gravity value computed on the
 DA0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0714.degrees latitude (g = 980.6199 gals.).
 DA0714
 DA0714.The modeled gravity was interpolated from observed gravity values.
 DA0714
 DA0714;                    North         East    Units  Estimated Accuracy
 DA0714;SPC AZ W     -   203,150.      247,900.      MT  (+/- 180 meters Scaled)
 DA0714
 DA0714                          SUPERSEDED SURVEY CONTROL
 DA0714
 DA0714  NGVD 29 (??/??/92)  151.490  (m)          497.01   (f) ADJ UNCH    1 2
 DA0714
 DA0714.Superseded values are not recommended for survey control.
 DA0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0714.See file dsdata.txt to determine how the superseded data were derived.
 DA0714
 DA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB771351(NAD 83)
 DA0714_MARKER: DB = BENCH MARK DISK
 DA0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0714_STAMPING: P 321 1952
 DA0714_MARK LOGO: CGS   
 DA0714_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0714+STABILITY: SURFACE MOTION
 DA0714
 DA0714  HISTORY     - Date     Condition        Report By
 DA0714  HISTORY     - 1952     MONUMENTED       CGS
 DA0714  HISTORY     - 1960     GOOD             NGS
 DA0714  HISTORY     - 1980     GOOD             NGS
 DA0714  HISTORY     - 1980     GOOD             NGS
 DA0714
 DA0714                          STATION DESCRIPTION
 DA0714
 DA0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0714'3.9 MI E FROM AZTEC.
 DA0714'3.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE RAILROAD WATER TANK AT
 DA0714'AZTEC, 2.7 MILES WEST FROM THE YUMA-MARICOPA COUNTY LINE, 2.8 FEET
 DA0714'WEST OF RAILROAD MILE POLE 816, 0.35 MILE WEST FROM HIGHWAY MILE POST
 DA0714'80 AND TRIANGULATION STATION MARC, 44.4 FEET NORTH OF THE NORTH RAIL
 DA0714'OF THE TRACKS AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST, SET IN A
 DA0714'CONCRETE POST PROJECTING 3-INCHES.
 DA0714
 DA0714                          STATION RECOVERY (1980)
 DA0714
 DA0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0714'6.05 KM (3.75 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0714'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 816, 13.6 METERS (44.5
 DA0714'FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 31.7 METERS (104
 DA0714'FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.9 METER (3.0
 DA0714'FT) SOUTHWEST OF THE MILEPOLE.
 DA0714'THE MARK IS 06 METERS  NE FROM A WITNESS POST.
 DA0714'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0714
 DA0714                          STATION RECOVERY (1980)
 DA0714
 DA0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0714'6.05 KM (3.75 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0714'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 816, 13.6 METERS (44.5
 DA0714'FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 31.7 METERS (104
 DA0714'FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.9 METER (3.0
 DA0714'FT) SOUTHWEST OF THE MILEPOLE.
 DA0714'THE MARK IS 06 METERS  NE FROM A WITNESS POST.
 DA0714'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0137 ***********************************************************************
 DB0137  DESIGNATION -  P 322
 DB0137  PID         -  DB0137
 DB0137  STATE/COUNTY-  AZ/YUMA
 DB0137  USGS QUAD   -  WELLTON MESA (1982)
 DB0137
 DB0137                         *CURRENT SURVEY CONTROL
 DB0137  ___________________________________________________________________
 DB0137* NAD 83(1986)-  32 41 04.     (N)    114 01 24.     (W)     SCALED    
 DB0137* NAVD 88     -       100.856  (meters)     330.89   (feet)  ADJUSTED  
 DB0137  ___________________________________________________________________
 DB0137  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DB0137  DYNAMIC HT  -         100.741 (meters)     330.51  (feet)  COMP
 DB0137  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 DB0137
 DB0137  VERT ORDER  -  FIRST     CLASS II
 DB0137
 DB0137.The horizontal coordinates were scaled from a topographic map and have
 DB0137.an estimated accuracy of +/- 6 seconds.
 DB0137
 DB0137.The orthometric height was determined by differential leveling
 DB0137.and adjusted in June 1991.
 DB0137
 DB0137.The geoid height was determined by GEOID03.
 DB0137
 DB0137.The dynamic height is computed by dividing the NAVD 88
 DB0137.geopotential number by the normal gravity value computed on the
 DB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0137.degrees latitude (g = 980.6199 gals.).
 DB0137
 DB0137.The modeled gravity was interpolated from observed gravity values.
 DB0137
 DB0137;                    North         East    Units  Estimated Accuracy
 DB0137;SPC AZ W     -   186,800.      187,730.      MT  (+/- 180 meters Scaled)
 DB0137
 DB0137                          SUPERSEDED SURVEY CONTROL
 DB0137
 DB0137  NGVD 29 (??/??/??)  100.190  (m)          328.71   (f) ADJUSTED    1 2
 DB0137
 DB0137.Superseded values are not recommended for survey control.
 DB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0137.See file dsdata.txt to determine how the superseded data were derived.
 DB0137
 DB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS791202(NAD 83)
 DB0137_MARKER: DB = BENCH MARK DISK
 DB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0137_STAMPING: P 322 1952
 DB0137_MARK LOGO: CGS   
 DB0137_PROJECTION: PROJECTING 5 CENTIMETERS
 DB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0137+STABILITY: SURFACE MOTION
 DB0137
 DB0137  HISTORY     - Date     Condition        Report By
 DB0137  HISTORY     - 1952     MONUMENTED       CGS
 DB0137  HISTORY     - 1981     GOOD             NGS
 DB0137  HISTORY     - 1981     GOOD             NGS
 DB0137  HISTORY     - 20090206 MARK NOT FOUND   GEOCAC
 DB0137
 DB0137                          STATION DESCRIPTION
 DB0137
 DB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DB0137'6.5 MI E FROM WELLTON.
 DB0137'6.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DB0137'THE WATER TANK AT WELLTON, 0.1 MILE SOUTHWEST OF A RICHFIELD
 DB0137'GARAGE AND SERVICE STATION AT TACNA, 3 POLES WEST OF A ROAD
 DB0137'CROSSING, 179 FEET WEST OF A RAILROAD CONCRETE TELEPHONE BOX,
 DB0137'102 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43.7 FEET
 DB0137'NORTH OF THE NORTH RAIL, 2.2 FEET WEST OF A TELEPHONE POLE, 2
 DB0137'FEET EAST OF A WITNESS POST, 3 FEET LOWER THAN THE TRACK, AND SET
 DB0137'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 ABOVE GROUND.
 DB0137
 DB0137                          STATION RECOVERY (1981)
 DB0137
 DB0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0137'7.0 KM (4.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0137'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0137'MILEPOLE 777, 0.2 KM (0.1 MI) SOUTHWEST OF AVENUE 36E, 31.1 M (102 FT)
 DB0137'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) NORTHWEST
 DB0137'OF THE NORTHWEST RAIL OF THE TRACKS, 4.9 M (16.0 FT) NORTHWEST OF THE
 DB0137'CENTERLINE OF A DIRT SERVICE ROAD FOR THE RAILROAD.
 DB0137'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DB0137'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DB0137
 DB0137                          STATION RECOVERY (1981)
 DB0137
 DB0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0137'7.0 KM (4.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DB0137'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DB0137'MILEPOLE 777, 0.2 KM (0.1 MI) SOUTHWEST OF AVENUE 36E, 31.1 M (102 FT)
 DB0137'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) NORTHWEST
 DB0137'OF THE NORTHWEST RAIL OF THE TRACKS, 4.9 M (16.0 FT) NORTHWEST OF THE
 DB0137'CENTERLINE OF A DIRT SERVICE ROAD FOR THE RAILROAD.
 DB0137'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DB0137'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DB0137
 DB0137                          STATION RECOVERY (2009)
 DB0137
 DB0137'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0137'WITNESS POST IS GONE AND MARK MAY BE BURIED BENEATH DEBRIS LEFT FROM
 DB0137'RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0408 ***********************************************************************
 DT0408  DESIGNATION -  P 323
 DT0408  PID         -  DT0408
 DT0408  STATE/COUNTY-  AZ/GRAHAM
 DT0408  USGS QUAD   -  POINT OF PINES WEST (1967)
 DT0408
 DT0408                         *CURRENT SURVEY CONTROL
 DT0408  ___________________________________________________________________
 DT0408* NAD 83(1986)-  33 15 28.     (N)    109 51 39.     (W)     SCALED    
 DT0408* NAVD 88     -      1542.573  (meters)    5060.92   (feet)  ADJUSTED  
 DT0408  ___________________________________________________________________
 DT0408  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DT0408  DYNAMIC HT  -        1540.279 (meters)    5053.40  (feet)  COMP
 DT0408  MODELED GRAV-     979,096.0   (mgal)                       NAVD 88
 DT0408
 DT0408  VERT ORDER  -  SECOND    CLASS 0
 DT0408
 DT0408.The horizontal coordinates were scaled from a topographic map and have
 DT0408.an estimated accuracy of +/- 6 seconds.
 DT0408
 DT0408.The orthometric height was determined by differential leveling
 DT0408.and adjusted in June 1991.
 DT0408
 DT0408.The geoid height was determined by GEOID03.
 DT0408
 DT0408.The dynamic height is computed by dividing the NAVD 88
 DT0408.geopotential number by the normal gravity value computed on the
 DT0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0408.degrees latitude (g = 980.6199 gals.).
 DT0408
 DT0408.The modeled gravity was interpolated from observed gravity values.
 DT0408
 DT0408;                    North         East    Units  Estimated Accuracy
 DT0408;SPC AZ E     -   250,380.      241,860.      MT  (+/- 180 meters Scaled)
 DT0408
 DT0408                          SUPERSEDED SURVEY CONTROL
 DT0408
 DT0408  NGVD 29 (??/??/92) 1541.820  (m)         5058.45   (f) ADJ UNCH    2 0
 DT0408
 DT0408.Superseded values are not recommended for survey control.
 DT0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0408.See file dsdata.txt to determine how the superseded data were derived.
 DT0408
 DT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB061804(NAD 83)
 DT0408_MARKER: DB = BENCH MARK DISK
 DT0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0408_STAMPING: P 323 1952
 DT0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0408+STABILITY: SURFACE MOTION
 DT0408
 DT0408  HISTORY     - Date     Condition        Report By
 DT0408  HISTORY     - 1952     MONUMENTED       CGS
 DT0408
 DT0408                          STATION DESCRIPTION
 DT0408
 DT0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0408'1.2 MI SW FROM ARSENIC TUBS RANCH HDQR.
 DT0408'0.2 MILE SOUTH ALONG A TRACK ROAD FROM THE RANCH HEADQUARTERS
 DT0408'BUILDING, THENCE 1.0 MILE SOUTHWEST ALONG A PIPE LINE ROAD, ON A RISE,
 DT0408'19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5.0 FEET NORTHWEST
 DT0408'OF THE PIPE LINE, 3.3 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 DT0408'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DT0408'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0355 ***********************************************************************
 CY0355  DESIGNATION -  P 324
 CY0355  PID         -  CY0355
 CY0355  STATE/COUNTY-  AZ/COCHISE
 CY0355  USGS QUAD   -  BOWIE (1974)
 CY0355
 CY0355                         *CURRENT SURVEY CONTROL
 CY0355  ___________________________________________________________________
 CY0355* NAD 83(1986)-  32 20 03.     (N)    109 29 41.     (W)     SCALED    
 CY0355* NAVD 88     -      1149.341  (meters)    3770.80   (feet)  ADJUSTED  
 CY0355  ___________________________________________________________________
 CY0355  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY0355  DYNAMIC HT  -        1147.649 (meters)    3765.25  (feet)  COMP
 CY0355  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 CY0355
 CY0355  VERT ORDER  -  FIRST     CLASS II
 CY0355
 CY0355.The horizontal coordinates were scaled from a topographic map and have
 CY0355.an estimated accuracy of +/- 6 seconds.
 CY0355
 CY0355.The orthometric height was determined by differential leveling
 CY0355.and adjusted in June 1991.
 CY0355
 CY0355.The geoid height was determined by GEOID03.
 CY0355
 CY0355.The dynamic height is computed by dividing the NAVD 88
 CY0355.geopotential number by the normal gravity value computed on the
 CY0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0355.degrees latitude (g = 980.6199 gals.).
 CY0355
 CY0355.The modeled gravity was interpolated from observed gravity values.
 CY0355
 CY0355;                    North         East    Units  Estimated Accuracy
 CY0355;SPC AZ E     -   148,120.      276,620.      MT  (+/- 180 meters Scaled)
 CY0355
 CY0355                          SUPERSEDED SURVEY CONTROL
 CY0355
 CY0355  NGVD 29 (??/??/92) 1150.375  (m)         3774.19   (f) ADJ UNCH    1 2
 CY0355
 CY0355.Superseded values are not recommended for survey control.
 CY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0355.See file dsdata.txt to determine how the superseded data were derived.
 CY0355
 CY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA416784(NAD 83)
 CY0355_MARKER: DB = BENCH MARK DISK
 CY0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0355_SP_SET: FOUNDATION
 CY0355_STAMPING: P 324 1952
 CY0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0355
 CY0355  HISTORY     - Date     Condition        Report By
 CY0355  HISTORY     - 1952     MONUMENTED       CGS
 CY0355  HISTORY     - 1953     GOOD             NGS
 CY0355  HISTORY     - 1979     GOOD             NGS
 CY0355
 CY0355                          STATION DESCRIPTION
 CY0355
 CY0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0355'0.6 MI NW FROM BOWIE.
 CY0355'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0355'THE STATION AT BOWIE, IN THE TOP OF THE NORTHEAST FOUNDATION OF A
 CY0355'WATER TANK LEG, 47.1 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 40
 CY0355'1/2 FEET NORTHWEST OF THE NORTHEAST FENCE CORNER AROUND THE SECTION
 CY0355'HOUSE, 1.2 FEET EAST OF THE WEST EDGE, 0.3 FOOT SOUTH OF THE NORTH
 CY0355'EDGE, AND ABOUT LEVEL WITH THE TRACK.
 CY0355
 CY0355                          STATION RECOVERY (1953)
 CY0355
 CY0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0355'RECOVERED IN GOOD CONDITION.
 CY0355
 CY0355                          STATION RECOVERY (1979)
 CY0355
 CY0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0355'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0355'FROM THE STATION AT BOWIE, 0.3 KILOMETER (0.2 MILE) NORTH OF A DIRT
 CY0355'ROAD CROSSING, IN TOP OF THE NORTH SIDE OF A 0.6 BY 0.7-METER
 CY0355'CONCRETE POST (FORMER WATER TANK LEG FOUNDATION) PROJECTING 14
 CY0355'CENTIMETERS, 65.2 METERS (215.0 FEET) NORTH OF A SWITCH STAND
 CY0355'FOR THE NORTH LEG OF A RAILROAD RAIL TRIANGLE,
 CY0355'14.3 METERS (37 FEET) WEST OF THE WEST RAIL.
 CY0355'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CY0355'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0002 ***********************************************************************
 CZ0002  DESIGNATION -  P 325
 CZ0002  PID         -  CZ0002
 CZ0002  STATE/COUNTY-  AZ/COCHISE
 CZ0002  USGS QUAD   -  DRAGOON (1995)
 CZ0002
 CZ0002                         *CURRENT SURVEY CONTROL
 CZ0002  ___________________________________________________________________
 CZ0002* NAD 83(1986)-  32 01 00.     (N)    110 03 17.     (W)     SCALED    
 CZ0002* NAVD 88     -      1395.72   (+/-2cm)    4579.1    (feet)  VERTCON   
 CZ0002  ___________________________________________________________________
 CZ0002  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CZ0002  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0002
 CZ0002.The horizontal coordinates were scaled from a topographic map and have
 CZ0002.an estimated accuracy of +/- 6 seconds.
 CZ0002
 CZ0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0002.The vertical order pertains to the NGVD 29 superseded value.
 CZ0002
 CZ0002.The geoid height was determined by GEOID03.
 CZ0002
 CZ0002;                    North         East    Units  Estimated Accuracy
 CZ0002;SPC AZ E     -   112,720.      223,940.      MT  (+/- 180 meters Scaled)
 CZ0002
 CZ0002                          SUPERSEDED SURVEY CONTROL
 CZ0002
 CZ0002  NGVD 29 (??/??/92) 1394.836  (m)         4576.22   (f) ADJ UNCH    1 2
 CZ0002
 CZ0002.Superseded values are not recommended for survey control.
 CZ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0002.See file dsdata.txt to determine how the superseded data were derived.
 CZ0002
 CZ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA892426(NAD 83)
 CZ0002_MARKER: DB = BENCH MARK DISK
 CZ0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0002_SP_SET: ABUTMENT
 CZ0002_STAMPING: P 325 1952
 CZ0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0002
 CZ0002  HISTORY     - Date     Condition        Report By
 CZ0002  HISTORY     - 1952     MONUMENTED       CGS
 CZ0002
 CZ0002                          STATION DESCRIPTION
 CZ0002
 CZ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0002'1.3 MI SW FROM DRAGOON.
 CZ0002'1.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0002'THE STATION AT DRAGOON, 0.38 MILE SOUTHWEST OF MILEPOLE NUMBER 1053,
 CZ0002'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF BRIDGE
 CZ0002'NUMBER 1052.62, 111.0 FEET SOUTHWEST OF SEMAPHORE NUMBER 1052, 8.1
 CZ0002'FEET NORTHWEST OF THE NORTHWEST RAIL, 0.8 FOOT NORTHEAST OF THE
 CZ0002'SOUTHWEST EDGE OF AN ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0278 ***********************************************************************
 ET0278  DESIGNATION -  P 329
 ET0278  PID         -  ET0278
 ET0278  STATE/COUNTY-  AZ/YAVAPAI
 ET0278  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0278
 ET0278                         *CURRENT SURVEY CONTROL
 ET0278  ___________________________________________________________________
 ET0278* NAD 83(1986)-  34 07 26.     (N)    112 02 03.     (W)     SCALED    
 ET0278* NAVD 88     -      1142.66   (+/-2cm)    3748.9    (feet)  VERTCON   
 ET0278  ___________________________________________________________________
 ET0278  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 ET0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0278
 ET0278.The horizontal coordinates were scaled from a topographic map and have
 ET0278.an estimated accuracy of +/- 6 seconds.
 ET0278
 ET0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0278.The vertical order pertains to the NGVD 29 superseded value.
 ET0278
 ET0278.The geoid height was determined by GEOID03.
 ET0278
 ET0278;                    North         East    Units  Estimated Accuracy
 ET0278;SPC AZ C     -   346,400.      202,520.      MT  (+/- 180 meters Scaled)
 ET0278
 ET0278                          SUPERSEDED SURVEY CONTROL
 ET0278
 ET0278  NGVD 29 (??/??/92) 1142.011  (m)         3746.75   (f) ADJ UNCH    2 0
 ET0278
 ET0278.Superseded values are not recommended for survey control.
 ET0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0278.See file dsdata.txt to determine how the superseded data were derived.
 ET0278
 ET0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC046763(NAD 83)
 ET0278_MARKER: DB = BENCH MARK DISK
 ET0278_SETTING: 80 = SET IN A BOULDER
 ET0278_SP_SET: BOULDER
 ET0278_STAMPING: P 329 1952
 ET0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0278+STABILITY: SURFACE MOTION
 ET0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0278+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 ET0278
 ET0278  HISTORY     - Date     Condition        Report By
 ET0278  HISTORY     - 1952     MONUMENTED       CGS
 ET0278  HISTORY     - 20080404 GOOD             GEOCAC
 ET0278
 ET0278                          STATION DESCRIPTION
 ET0278
 ET0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0278'23.4 MI S FROM CORDES.
 ET0278'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0278'STORE AT CORDES, THENCE 8.5 MILES SOUTH ALONG A TRACK ROAD, 0.25 MILE
 ET0278'SOUTH OF A CROSSING OF THE POWER LINE, ABOUT 120 YARDS EAST OF THE
 ET0278'POWER LINE, ABOUT 85 YARDS SOUTHWEST OF THE SOUTHWEST END OF A
 ET0278'PROMINENT ROCK COVERED HILL, IN TOP OF A 7-FOOT BY 6-FOOT FLAT BOULDER
 ET0278'PROJECTING 1 FOOT ABOVE THE GROUND, AND BEARING THE WHITE PAINTED
 ET0278'LETTERS B.M., 68 FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 ET0278'THE ROAD, AND 1.1 FEET SOUTHWEST OF THE NORTHEAST END OF THE BOULDER.
 ET0278
 ET0278                          STATION RECOVERY (2008)
 ET0278
 ET0278'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0278'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0278'THE DESCRIPTION - THE WHITE PAINTED LETTERS ARE GONE AND THE MARK IS
 ET0278'75 FEET NORTHWEST OF THE CENTERLINE OF FR 610. HANDHELD COORDINATES
 ET0278'34 07 26.5 (N)   112 02 02.6 (W)  (NAD 83).
 ET0278' 
 ET0278'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF BLOODY BASIN
 ET0278'ROAD AND INTERSTATE 17 TAKE BLOODY BASIN ROAD SOUTH FOR 10.9 MILES TO
 ET0278'FR 9014. TURN RIGHT ON FR 9014 AND GO SOUTH FOR 2.6 MILES AND BEAR
 ET0278'RIGHT ON TO FR 14. TAKE FR 14 SOUTH FOR 1.9 MILES TO A GATE ON THE
 ET0278'RIGHT AND FR 610. CONTINUE THROUGH THE GATE AND GO SOUTHWEST ON FR 610
 ET0278'FOR 4.3 MILES TO THE STATION ON THE RIGHT.
 ET0278'NOTE THAT FR 610 HAS SOME DIM AND ROUGH STRETCHES SO TRAVEL WITH A 4X4
 ET0278'HIGH CLEARANCE VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0306 ***********************************************************************
 FP0306  DESIGNATION -  P 33
 FP0306  PID         -  FP0306
 FP0306  STATE/COUNTY-  AZ/APACHE
 FP0306  USGS QUAD   -  BEAUTIFUL VALLEY WELL (1983)
 FP0306
 FP0306                         *CURRENT SURVEY CONTROL
 FP0306  ___________________________________________________________________
 FP0306* NAD 83(1986)-  35 56 34.     (N)    109 35 35.     (W)     SCALED    
 FP0306* NAVD 88     -      1851.203  (meters)    6073.49   (feet)  ADJUSTED  
 FP0306  ___________________________________________________________________
 FP0306  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 FP0306  DYNAMIC HT  -        1848.824 (meters)    6065.68  (feet)  COMP
 FP0306  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 FP0306
 FP0306  VERT ORDER  -  FIRST     CLASS II
 FP0306
 FP0306.The horizontal coordinates were scaled from a topographic map and have
 FP0306.an estimated accuracy of +/- 6 seconds.
 FP0306
 FP0306.The orthometric height was determined by differential leveling
 FP0306.and adjusted in June 1991.
 FP0306
 FP0306.The geoid height was determined by GEOID03.
 FP0306
 FP0306.The dynamic height is computed by dividing the NAVD 88
 FP0306.geopotential number by the normal gravity value computed on the
 FP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0306.degrees latitude (g = 980.6199 gals.).
 FP0306
 FP0306.The modeled gravity was interpolated from observed gravity values.
 FP0306
 FP0306;                    North         East    Units  Estimated Accuracy
 FP0306;SPC AZ E     -   548,320.      265,110.      MT  (+/- 180 meters Scaled)
 FP0306
 FP0306                          SUPERSEDED SURVEY CONTROL
 FP0306
 FP0306  NGVD 29 (??/??/92) 1850.327  (m)         6070.61   (f) ADJ UNCH    1 2
 FP0306
 FP0306.Superseded values are not recommended for survey control.
 FP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0306.See file dsdata.txt to determine how the superseded data were derived.
 FP0306
 FP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE269785(NAD 83)
 FP0306_MARKER: DB = BENCH MARK DISK
 FP0306_SETTING: 0 = UNSPECIFIED SETTING
 FP0306_STAMPING: 6070.614 P 33 1933
 FP0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0306
 FP0306  HISTORY     - Date     Condition        Report By
 FP0306  HISTORY     - 1933     MONUMENTED       CGS
 FP0306  HISTORY     - 1972     GOOD             USGS
 FP0306
 FP0306                          STATION DESCRIPTION
 FP0306
 FP0306'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0306'20.6 MI NW FROM GANADO.
 FP0306'.15 MILES SOUTH OF THE GANADO P O, THENCE WEST ALONG STATE HWY 264 AND
 FP0306'63 6.15 MILES THENCE NORTH ALONG STATE HWY 63 14.3 MILES.  BM IS 134.5
 FP0306'FEET EAST OF THE HWY AND 2.9 FEET EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0533 ***********************************************************************
 DA0533  DESIGNATION -  P 331
 DA0533  PID         -  DA0533
 DA0533  STATE/COUNTY-  AZ/MARICOPA
 DA0533  USGS QUAD   -  MIDWAY NW (1986)
 DA0533
 DA0533                         *CURRENT SURVEY CONTROL
 DA0533  ___________________________________________________________________
 DA0533* NAD 83(1986)-  32 39 48.     (N)    112 52 53.     (W)     SCALED    
 DA0533* NAVD 88     -       323.61   (+/-2cm)    1061.7    (feet)  VERTCON   
 DA0533  ___________________________________________________________________
 DA0533  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0533  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0533
 DA0533.The horizontal coordinates were scaled from a topographic map and have
 DA0533.an estimated accuracy of +/- 6 seconds.
 DA0533
 DA0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0533.The vertical order pertains to the NGVD 29 superseded value.
 DA0533
 DA0533.The geoid height was determined by GEOID03.
 DA0533
 DA0533;                    North         East    Units  Estimated Accuracy
 DA0533;SPC AZ C     -   184,830.      122,870.      MT  (+/- 180 meters Scaled)
 DA0533
 DA0533                          SUPERSEDED SURVEY CONTROL
 DA0533
 DA0533  NGVD 29 (??/??/92)  322.982  (m)         1059.65   (f) ADJ UNCH    1 2
 DA0533
 DA0533.Superseded values are not recommended for survey control.
 DA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0533.See file dsdata.txt to determine how the superseded data were derived.
 DA0533
 DA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB235155(NAD 83)
 DA0533_MARKER: DB = BENCH MARK DISK
 DA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0533_STAMPING: P 331 1953
 DA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0533+STABILITY: SURFACE MOTION
 DA0533
 DA0533  HISTORY     - Date     Condition        Report By
 DA0533  HISTORY     - 1953     MONUMENTED       CGS
 DA0533  HISTORY     - 1980     MARK NOT FOUND   USGS
 DA0533
 DA0533                          STATION DESCRIPTION
 DA0533
 DA0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0533'23.2 MI N FROM AJO.
 DA0533'21.5 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0533'FROM THE STATION AT AJO, THENCE 1.7 MILE WEST ALONG A GRAVELED ROAD,
 DA0533'AT WILLIAMS AIR FORCE AUXILIARY FIELD NO. 3, UNDER THE CENTER OF THE
 DA0533'CONTROL TOWER, 9.6 FEET SOUTHWEST OF THE NORTHEAST WOODEN LEG, 9.6
 DA0533'FEET NORTHEAST OF THE SOUTHWEST WOODEN LEG, ABOUT LEVEL WITH THE ROAD,
 DA0533'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0533'GROUND.
 DA0533
 DA0533                          STATION RECOVERY (1980)
 DA0533
 DA0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0533'THE CONTROL TOWER HAS BEEN REMOVED AND THE GROUND HAS BEEN GRADED
 DA0533'OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0553 ***********************************************************************
 DA0553  DESIGNATION -  P 332
 DA0553  PID         -  DA0553
 DA0553  STATE/COUNTY-  AZ/MARICOPA
 DA0553  USGS QUAD   -  DEADMAN GAP (1986)
 DA0553
 DA0553                         *CURRENT SURVEY CONTROL
 DA0553  ___________________________________________________________________
 DA0553* NAD 83(1986)-  32 30 57.     (N)    112 51 53.     (W)     SCALED    
 DA0553* NAVD 88     -       391.480  (meters)    1284.38   (feet)  ADJUSTED  
 DA0553  ___________________________________________________________________
 DA0553  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DA0553  DYNAMIC HT  -         390.996 (meters)    1282.79  (feet)  COMP
 DA0553  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 DA0553
 DA0553  VERT ORDER  -  FIRST     CLASS II
 DA0553
 DA0553.The horizontal coordinates were scaled from a topographic map and have
 DA0553.an estimated accuracy of +/- 6 seconds.
 DA0553
 DA0553.The orthometric height was determined by differential leveling
 DA0553.and adjusted in June 1991.
 DA0553
 DA0553.The geoid height was determined by GEOID03.
 DA0553
 DA0553.The dynamic height is computed by dividing the NAVD 88
 DA0553.geopotential number by the normal gravity value computed on the
 DA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0553.degrees latitude (g = 980.6199 gals.).
 DA0553
 DA0553.The modeled gravity was interpolated from observed gravity values.
 DA0553
 DA0553;                    North         East    Units  Estimated Accuracy
 DA0553;SPC AZ C     -   168,460.      124,290.      MT  (+/- 180 meters Scaled)
 DA0553
 DA0553                          SUPERSEDED SURVEY CONTROL
 DA0553
 DA0553  NGVD 29 (??/??/92)  390.830  (m)         1282.25   (f) ADJ UNCH    1 2
 DA0553
 DA0553.Superseded values are not recommended for survey control.
 DA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0553.See file dsdata.txt to determine how the superseded data were derived.
 DA0553
 DA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA248991(NAD 83)
 DA0553_MARKER: DB = BENCH MARK DISK
 DA0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0553_STAMPING: P 332 1953
 DA0553_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0553+STABILITY: SURFACE MOTION
 DA0553
 DA0553  HISTORY     - Date     Condition        Report By
 DA0553  HISTORY     - 1953     MONUMENTED       CGS
 DA0553  HISTORY     - 1980     GOOD             NGS
 DA0553
 DA0553                          STATION DESCRIPTION
 DA0553
 DA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0553'11.3 MI N FROM AJO.
 DA0553'11.3 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0553'FROM THE STATION AT AJO, 8 POLES SOUTHWEST OF MILEPOLE 32, 98 FEET
 DA0553'SOUTHEAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 95.2 FEET
 DA0553'NORTHWEST OF THE NORTHWEST RAIL, 31 FEET EAST OF THE EAST EDGE OF A
 DA0553'LOW LEVEE, 4 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 2.3 FEET
 DA0553'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND
 DA0553'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0553'GROUND.
 DA0553
 DA0553                          STATION RECOVERY (1980)
 DA0553
 DA0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0553'18.3 KM (11.35 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0553'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 8 POLES SOUTHWEST
 DA0553'OF RAILWAY MILEPOLE 32, SET IN LINE WITH A ROW OF IRON TELEGRAPH
 DA0553'POLES, 29.0 METERS (95.2 FT) NORTHWEST OF THE NORTHWEST RAIL, 27.4
 DA0553'METERS (90.0 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD
 DA0553'PARALLELING THE TRACKS, 9.4 METERS (31.0 FT) EAST OF THE EAST EDGE
 DA0553'OF A DIRT LEVEE, 1.5 METERS (5.0 FT) NORTHEAST OF A TELEGRAPH POLE.
 DA0553'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA0553'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0355 ***********************************************************************
 DA0355  DESIGNATION -  P 333
 DA0355  PID         -  DA0355
 DA0355  STATE/COUNTY-  AZ/PIMA
 DA0355  USGS QUAD   -  ARMENTA WELL (1990)
 DA0355
 DA0355                         *CURRENT SURVEY CONTROL
 DA0355  ___________________________________________________________________
 DA0355* NAD 83(1986)-  32 09 57.     (N)    112 45 49.     (W)     SCALED    
 DA0355* NAVD 88     -       556.260  (meters)    1825.00   (feet)  ADJUSTED  
 DA0355  ___________________________________________________________________
 DA0355  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA0355  DYNAMIC HT  -         555.534 (meters)    1822.61  (feet)  COMP
 DA0355  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 DA0355
 DA0355  VERT ORDER  -  FIRST     CLASS II
 DA0355
 DA0355.The horizontal coordinates were scaled from a topographic map and have
 DA0355.an estimated accuracy of +/- 6 seconds.
 DA0355
 DA0355.The orthometric height was determined by differential leveling
 DA0355.and adjusted in June 1991.
 DA0355
 DA0355.The geoid height was determined by GEOID03.
 DA0355
 DA0355.The dynamic height is computed by dividing the NAVD 88
 DA0355.geopotential number by the normal gravity value computed on the
 DA0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0355.degrees latitude (g = 980.6199 gals.).
 DA0355
 DA0355.The modeled gravity was interpolated from observed gravity values.
 DA0355
 DA0355;                    North         East    Units  Estimated Accuracy
 DA0355;SPC AZ C     -   129,570.      133,480.      MT  (+/- 180 meters Scaled)
 DA0355
 DA0355                          SUPERSEDED SURVEY CONTROL
 DA0355
 DA0355  NGVD 29 (??/??/92)  555.532  (m)         1822.61   (f) ADJ UNCH    1 2
 DA0355
 DA0355.Superseded values are not recommended for survey control.
 DA0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0355.See file dsdata.txt to determine how the superseded data were derived.
 DA0355
 DA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA337601(NAD 83)
 DA0355_MARKER: DB = BENCH MARK DISK
 DA0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0355_STAMPING: P 333 1953
 DA0355_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0355+STABILITY: SURFACE MOTION
 DA0355
 DA0355  HISTORY     - Date     Condition        Report By
 DA0355  HISTORY     - 1953     MONUMENTED       CGS
 DA0355  HISTORY     - 1981     GOOD             NGS
 DA0355  HISTORY     - 19990120 GOOD             USPSQD
 DA0355  HISTORY     - 20070520 GOOD             INDIV
 DA0355
 DA0355                          STATION DESCRIPTION
 DA0355
 DA0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0355'18.35 MI SE FROM AJO.
 DA0355'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0355'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0355'HIGHWAY 86, THENCE 7.45 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.1
 DA0355'MILE NORTH OF A DIP IN THE HIGHWAY, 38 FEET WEST OF THE CENTER LINE OF
 DA0355'THE HIGHWAY, 25.4 FEET NORTH OF A PALO VERDE TREE, 3.1 FEET SOUTH OF A
 DA0355'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 DA0355'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0355
 DA0355                          STATION RECOVERY (1981)
 DA0355
 DA0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0355'11.7 KM (7.3 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0355'STATE HIGHWAY 86 IN WHY, 0.3 KM (0.2 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DA0355'60, AT A SMALL HIGHWAY TURNOUT, 7.6 M (25.0 FT) NORTHWEST OF THE
 DA0355'CENTERLINE OF THE HIGHWAY.
 DA0355'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA0355'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0355
 DA0355                          STATION RECOVERY (1999)
 DA0355
 DA0355'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0355'RECOVERED IN GOOD CONDITION.
 DA0355
 DA0355                          STATION RECOVERY (2007)
 DA0355
 DA0355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JKM)
 DA0355' 
 DA0355'RECOVERED IN GOOD CONDITION.  THE WITNESS POST NO LONGER EXISTS.
 DA0355'HANDHELD GPS WAAS-CORRECTED COORDINATES ARE 32 09 57.7(N) 112 45
 DA0355'48.8(W).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0377 ***********************************************************************
 CG0377  DESIGNATION -  P 334
 CG0377  PID         -  CG0377
 CG0377  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0377  USGS QUAD   -  AMADO (1981)
 CG0377
 CG0377                         *CURRENT SURVEY CONTROL
 CG0377  ___________________________________________________________________
 CG0377* NAD 83(1986)-  31 39 50.     (N)    111 02 56.     (W)     SCALED    
 CG0377* NAVD 88     -       952.77   (+/-2cm)    3125.9    (feet)  VERTCON   
 CG0377  ___________________________________________________________________
 CG0377  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0377  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0377
 CG0377.The horizontal coordinates were scaled from a topographic map and have
 CG0377.an estimated accuracy of +/- 6 seconds.
 CG0377
 CG0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0377.The vertical order pertains to the NGVD 29 superseded value.
 CG0377
 CG0377.The geoid height was determined by GEOID03.
 CG0377
 CG0377;                    North         East    Units  Estimated Accuracy
 CG0377;SPC AZ C     -    73,930.      295,650.      MT  (+/- 180 meters Scaled)
 CG0377
 CG0377                          SUPERSEDED SURVEY CONTROL
 CG0377
 CG0377  NGVD 29 (??/??/92)  951.963  (m)         3123.23   (f) ADJ UNCH    1 2
 CG0377
 CG0377.Superseded values are not recommended for survey control.
 CG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0377.See file dsdata.txt to determine how the superseded data were derived.
 CG0377
 CG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA953031(NAD 83)
 CG0377_MARKER: DB = BENCH MARK DISK
 CG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0377_STAMPING: P 334 1953
 CG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0377+STABILITY: SURFACE MOTION
 CG0377
 CG0377  HISTORY     - Date     Condition        Report By
 CG0377  HISTORY     - 1953     MONUMENTED       CGS
 CG0377
 CG0377                          STATION DESCRIPTION
 CG0377
 CG0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0377'3.0 MI S FROM AMADO.
 CG0377'3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0377'WATER TANK AT AMADO, 8 TELEPHONE POLES SOUTH OF MILEPOLE 1024, 70.0
 CG0377'FEET WEST OF THE WEST RAIL, 47.5 FEET SOUTH OF THE T JUNCTION OF
 CG0377'FENCES, 39 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A
 CG0377'FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 CG0377'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CG0377'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0484 ***********************************************************************
 DA0484  DESIGNATION -  P 336
 DA0484  PID         -  DA0484
 DA0484  STATE/COUNTY-  AZ/PIMA
 DA0484  USGS QUAD   -  BURRO GAP (1990)
 DA0484
 DA0484                         *CURRENT SURVEY CONTROL
 DA0484  ___________________________________________________________________
 DA0484* NAD 83(1986)-  32 27 26.     (N)    112 37 51.     (W)     SCALED    
 DA0484* NAVD 88     -       720.19   (+/-2cm)    2362.8    (feet)  VERTCON   
 DA0484  ___________________________________________________________________
 DA0484  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DA0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0484
 DA0484.The horizontal coordinates were scaled from a topographic map and have
 DA0484.an estimated accuracy of +/- 6 seconds.
 DA0484
 DA0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0484.The vertical order pertains to the NGVD 29 superseded value.
 DA0484
 DA0484.The geoid height was determined by GEOID03.
 DA0484
 DA0484;                    North         East    Units  Estimated Accuracy
 DA0484;SPC AZ C     -   161,790.      146,220.      MT  (+/- 180 meters Scaled)
 DA0484
 DA0484                          SUPERSEDED SURVEY CONTROL
 DA0484
 DA0484  NGVD 29 (??/??/92)  719.440  (m)         2360.36   (f) ADJ UNCH    2 0
 DA0484
 DA0484.Superseded values are not recommended for survey control.
 DA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0484.See file dsdata.txt to determine how the superseded data were derived.
 DA0484
 DA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA467922(NAD 83)
 DA0484_MARKER: DB = BENCH MARK DISK
 DA0484_SETTING: 80 = SET IN A BOULDER
 DA0484_SP_SET: BOULDER
 DA0484_STAMPING: P 336 1961
 DA0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0484+STABILITY: SURFACE MOTION
 DA0484
 DA0484  HISTORY     - Date     Condition        Report By
 DA0484  HISTORY     - 1961     MONUMENTED       CGS
 DA0484
 DA0484                          STATION DESCRIPTION
 DA0484
 DA0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0484'16.45 MI E FROM AJO.
 DA0484'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0484'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0484'STATE HIGHWAY 85.  THENCE 14.9 MILES EAST ALONG A DIRT ROAD WHICH
 DA0484'FOLLOWS A PIPE LINE.  5.25 MILES NORTHEAST OF A METAL WINDMILL, SET
 DA0484'VERTICALLY IN THE NORTHWEST FACE OF A VERY LARGE BOULDER WHICH
 DA0484'PROJECTS 8 FEET, 124 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0484'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0212 ***********************************************************************
 DA0212  DESIGNATION -  P 337
 DA0212  PID         -  DA0212
 DA0212  STATE/COUNTY-  AZ/PIMA
 DA0212  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0212
 DA0212                         *CURRENT SURVEY CONTROL
 DA0212  ___________________________________________________________________
 DA0212* NAD 83(1986)-  32 10 33.     (N)    112 15 45.     (W)     SCALED    
 DA0212* NAVD 88     -       692.32   (+/-2cm)    2271.4    (feet)  VERTCON   
 DA0212  ___________________________________________________________________
 DA0212  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DA0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0212
 DA0212.The horizontal coordinates were scaled from a topographic map and have
 DA0212.an estimated accuracy of +/- 6 seconds.
 DA0212
 DA0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0212.The vertical order pertains to the NGVD 29 superseded value.
 DA0212
 DA0212.The geoid height was determined by GEOID03.
 DA0212
 DA0212;                    North         East    Units  Estimated Accuracy
 DA0212;SPC AZ C     -   130,420.      180,750.      MT  (+/- 180 meters Scaled)
 DA0212
 DA0212                          SUPERSEDED SURVEY CONTROL
 DA0212
 DA0212  NGVD 29 (??/??/92)  691.612  (m)         2269.06   (f) ADJ UNCH    2 0
 DA0212
 DA0212.Superseded values are not recommended for survey control.
 DA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0212.See file dsdata.txt to determine how the superseded data were derived.
 DA0212
 DA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA809606(NAD 83)
 DA0212_MARKER: DB = BENCH MARK DISK
 DA0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0212_STAMPING: P 337 1961
 DA0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0212+STABILITY: SURFACE MOTION
 DA0212
 DA0212  HISTORY     - Date     Condition        Report By
 DA0212  HISTORY     - 1961     MONUMENTED       CGS
 DA0212  HISTORY     - 19970306 GOOD             USPSQD
 DA0212
 DA0212                          STATION DESCRIPTION
 DA0212
 DA0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0212'6.6 MI E FROM TRACY.
 DA0212'ABOUT 6.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE HIGHWAY
 DA0212'DEPARTMENT MAINTENANCE CAMP AT TRACY, AN INDIAN VILLAGE.  152 FEET
 DA0212'SOUTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 86 AND A ROAD
 DA0212'LEADING SOUTH TO PISINIMO, AN INDIAN VILLAGE.  119 FEET SOUTH OF THE
 DA0212'CENTER LINE OF THE HIGHWAY, 89 FEET WEST OF THE CENTER LINE OF THE
 DA0212'ROAD LEADING SOUTH, 47 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST
 DA0212'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DA0212'OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0212
 DA0212                          STATION RECOVERY (1997)
 DA0212
 DA0212'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0139 ***********************************************************************
 CH0139  DESIGNATION -  P 338
 CH0139  PID         -  CH0139
 CH0139  STATE/COUNTY-  AZ/PIMA
 CH0139  USGS QUAD   -  PIA OIK (1988)
 CH0139
 CH0139                         *CURRENT SURVEY CONTROL
 CH0139  ___________________________________________________________________
 CH0139* NAD 83(1986)-  31 59 46.     (N)    112 34 52.     (W)     SCALED    
 CH0139* NAVD 88     -       660.53   (+/-2cm)    2167.1    (feet)  VERTCON   
 CH0139  ___________________________________________________________________
 CH0139  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 CH0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0139
 CH0139.The horizontal coordinates were scaled from a topographic map and have
 CH0139.an estimated accuracy of +/- 6 seconds.
 CH0139
 CH0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0139.The vertical order pertains to the NGVD 29 superseded value.
 CH0139
 CH0139.The geoid height was determined by GEOID03.
 CH0139
 CH0139;                    North         East    Units  Estimated Accuracy
 CH0139;SPC AZ C     -   110,630.      150,580.      MT  (+/- 180 meters Scaled)
 CH0139
 CH0139                          SUPERSEDED SURVEY CONTROL
 CH0139
 CH0139  NGVD 29 (??/??/92)  659.77   (m)         2164.6    (f) COMPUTED    2 0
 CH0139
 CH0139.Superseded values are not recommended for survey control.
 CH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0139.See file dsdata.txt to determine how the superseded data were derived.
 CH0139
 CH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA506410(NAD 83)
 CH0139_MARKER: DB = BENCH MARK DISK
 CH0139_SETTING: 80 = SET IN A BOULDER
 CH0139_SP_SET: BOULDER
 CH0139_STAMPING: P 338 1961
 CH0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0139+STABILITY: SURFACE MOTION
 CH0139
 CH0139  HISTORY     - Date     Condition        Report By
 CH0139  HISTORY     - 1961     MONUMENTED       CGS
 CH0139
 CH0139                          STATION DESCRIPTION
 CH0139
 CH0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0139'13.75 MI N FROM MENAGERS.
 CH0139'ABOUT 13.75 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 CH0139'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  4.75 MILES SOUTH OF THE
 CH0139'SCHOOL AT GU VO, SET IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 16
 CH0139'INCHES, 166 FEET WEST OF THE CENTER LINE OF THE ROAD, 84 FEET
 CH0139'SOUTHWEST OF A TELEPHONE POLE, 64 FEET WEST OF A TELEPHONE LINE, 14.0
 CH0139'FEET NORTH OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0764 ***********************************************************************
 CG0764  DESIGNATION -  P 339
 CG0764  PID         -  CG0764
 CG0764  STATE/COUNTY-  AZ/PIMA
 CG0764  USGS QUAD   -  VAMORI (1979)
 CG0764
 CG0764                         *CURRENT SURVEY CONTROL
 CG0764  ___________________________________________________________________
 CG0764* NAD 83(1986)-  31 41 34.     (N)    111 57 58.     (W)     SCALED    
 CG0764* NAVD 88     -       719.09   (+/-2cm)    2359.2    (feet)  VERTCON   
 CG0764  ___________________________________________________________________
 CG0764  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 CG0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0764
 CG0764.The horizontal coordinates were scaled from a topographic map and have
 CG0764.an estimated accuracy of +/- 6 seconds.
 CG0764
 CG0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0764.The vertical order pertains to the NGVD 29 superseded value.
 CG0764
 CG0764.The geoid height was determined by GEOID03.
 CG0764
 CG0764;                    North         East    Units  Estimated Accuracy
 CG0764;SPC AZ C     -    76,810.      208,670.      MT  (+/- 180 meters Scaled)
 CG0764
 CG0764                          SUPERSEDED SURVEY CONTROL
 CG0764
 CG0764  NGVD 29 (??/??/92)  718.370  (m)         2356.85   (f) ADJ UNCH    2 0
 CG0764
 CG0764.Superseded values are not recommended for survey control.
 CG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0764.See file dsdata.txt to determine how the superseded data were derived.
 CG0764
 CG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA084067(NAD 83)
 CG0764_MARKER: DB = BENCH MARK DISK
 CG0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0764_STAMPING: P 339 1961
 CG0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0764+STABILITY: SURFACE MOTION
 CG0764
 CG0764  HISTORY     - Date     Condition        Report By
 CG0764  HISTORY     - 1961     MONUMENTED       CGS
 CG0764
 CG0764                          STATION DESCRIPTION
 CG0764
 CG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0764'4.9 MI SW FROM VAMORI.
 CG0764'ABOUT 0.45 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CG0764'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CG0764'THENCE 4.3 MILES SOUTHWEST ALONG A DIRT ROAD, 2.1 MILES GENERAL
 CG0764'NORTHEASTERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST
 CG0764'WHICH PROJECTS 16 FEET AND IS NUMBERED 71, 2.1 MILES SOUTHWEST OF A
 CG0764'WIRE GATE ACROSS THE ROAD, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CG0764'ROAD, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CG0764'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0174 ***********************************************************************
 FP0174  DESIGNATION -  P 34
 FP0174  PID         -  FP0174
 FP0174  STATE/COUNTY-  AZ/APACHE
 FP0174  USGS QUAD   -  EAST OF KINLICHEE (1983)
 FP0174
 FP0174                         *CURRENT SURVEY CONTROL
 FP0174  ___________________________________________________________________
 FP0174* NAD 83(1986)-  35 42 00.     (N)    109 17 28.     (W)     SCALED    
 FP0174* NAVD 88     -      2271.577  (meters)    7452.67   (feet)  ADJUSTED  
 FP0174  ___________________________________________________________________
 FP0174  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FP0174  DYNAMIC HT  -        2268.356 (meters)    7442.10  (feet)  COMP
 FP0174  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 FP0174
 FP0174  VERT ORDER  -  FIRST     CLASS II
 FP0174
 FP0174.The horizontal coordinates were scaled from a topographic map and have
 FP0174.an estimated accuracy of +/- 6 seconds.
 FP0174
 FP0174.The orthometric height was determined by differential leveling
 FP0174.and adjusted in June 1991.
 FP0174
 FP0174.The geoid height was determined by GEOID03.
 FP0174
 FP0174.The dynamic height is computed by dividing the NAVD 88
 FP0174.geopotential number by the normal gravity value computed on the
 FP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0174.degrees latitude (g = 980.6199 gals.).
 FP0174
 FP0174.The modeled gravity was interpolated from observed gravity values.
 FP0174
 FP0174;                    North         East    Units  Estimated Accuracy
 FP0174;SPC AZ E     -   521,580.      292,590.      MT  (+/- 180 meters Scaled)
 FP0174
 FP0174                          SUPERSEDED SURVEY CONTROL
 FP0174
 FP0174  NGVD 29 (??/??/92) 2270.543  (m)         7449.27   (f) ADJ UNCH    1 2
 FP0174
 FP0174.Superseded values are not recommended for survey control.
 FP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0174.See file dsdata.txt to determine how the superseded data were derived.
 FP0174
 FP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE546520(NAD 83)
 FP0174_MARKER: DB = BENCH MARK DISK
 FP0174_SETTING: 66 = SET IN ROCK OUTCROP
 FP0174_SP_SET: OUTCROP
 FP0174_STAMPING: 7449.273 P 34 1933
 FP0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0174+STABILITY: POSITION/ELEVATION WELL
 FP0174
 FP0174  HISTORY     - Date     Condition        Report By
 FP0174  HISTORY     - 1933     MONUMENTED       CGS
 FP0174  HISTORY     - 1934     GOOD             NGS
 FP0174  HISTORY     - 1977     GOOD             USGS
 FP0174
 FP0174                          STATION DESCRIPTION
 FP0174
 FP0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0174'16.1 MI SE FROM GANADO.
 FP0174'16.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0174'OFFICE AT GANADO, APACHE COUNTY, 100 YARDS EAST OF THE EAST RIM OF A
 FP0174'DIP,  64 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN THE CENTER OF A
 FP0174'GROUP OF OUTCROPS, 60 FEET SOUTHEAST OF A POLE, IN THE TOP OF A
 FP0174'SANDSTONE OUTCROP, AND 6 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 FP0174'STAMPED 7449.273 P 34 1933.
 FP0174
 FP0174                          STATION RECOVERY (1977)
 FP0174
 FP0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0174'14.40 MILES EAST ALONG STATE HIGHWAY 264 FROM THE JUNCTION OF STATE
 FP0174'HIGHWAYS 63 AND 264 IN GANADO, APACHE CO., 95' SE OF THE CENTERLINE
 FP0174'OF THE HIGHWAY, 10 FEET N OF THE RIGHT OF WAY FENCE, IN THE TOP OF A
 FP0174'SANDSTONE OUTCROP ABOUT 0.5 FEET ABOVE THE GROUND. A STANDARD TABLET
 FP0174'STAMPED "7449.273 P 34 1933".
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0304 ***********************************************************************
 FQ0304  DESIGNATION -  P 340
 FQ0304  PID         -  FQ0304
 FQ0304  STATE/COUNTY-  AZ/COCONINO
 FQ0304  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0304
 FQ0304                         *CURRENT SURVEY CONTROL
 FQ0304  ___________________________________________________________________
 FQ0304* NAD 83(1986)-  35 11 33.     (N)    111 43 22.     (W)     SCALED    
 FQ0304* NAVD 88     -      2203.198  (meters)    7228.33   (feet)  ADJUSTED  
 FQ0304  ___________________________________________________________________
 FQ0304  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0304  DYNAMIC HT  -        2200.045 (meters)    7217.98  (feet)  COMP
 FQ0304  MODELED GRAV-     979,123.2   (mgal)                       NAVD 88
 FQ0304
 FQ0304  VERT ORDER  -  SECOND    CLASS 0
 FQ0304
 FQ0304.The horizontal coordinates were scaled from a topographic map and have
 FQ0304.an estimated accuracy of +/- 6 seconds.
 FQ0304
 FQ0304.The orthometric height was determined by differential leveling
 FQ0304.and adjusted in June 1991.
 FQ0304
 FQ0304.The geoid height was determined by GEOID03.
 FQ0304
 FQ0304.The dynamic height is computed by dividing the NAVD 88
 FQ0304.geopotential number by the normal gravity value computed on the
 FQ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0304.degrees latitude (g = 980.6199 gals.).
 FQ0304
 FQ0304.The modeled gravity was interpolated from observed gravity values.
 FQ0304
 FQ0304;                    North         East    Units  Estimated Accuracy
 FQ0304;SPC AZ C     -   464,950.      231,020.      MT  (+/- 180 meters Scaled)
 FQ0304
 FQ0304                          SUPERSEDED SURVEY CONTROL
 FQ0304
 FQ0304  NGVD 29 (??/??/92) 2202.147  (m)         7224.88   (f) ADJ UNCH    2 0
 FQ0304
 FQ0304.Superseded values are not recommended for survey control.
 FQ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0304.See file dsdata.txt to determine how the superseded data were derived.
 FQ0304
 FQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD342946(NAD 83)
 FQ0304_MARKER: DB = BENCH MARK DISK
 FQ0304_SETTING: 80 = SET IN A BOULDER
 FQ0304_SP_SET: BOULDER
 FQ0304_STAMPING: P 340 1958
 FQ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0304+STABILITY: SURFACE MOTION
 FQ0304
 FQ0304  HISTORY     - Date     Condition        Report By
 FQ0304  HISTORY     - 1958     MONUMENTED       CGS
 FQ0304  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0304
 FQ0304                          STATION DESCRIPTION
 FQ0304
 FQ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0304'4.1 MI W FROM FLAGSTAFF.
 FQ0304'4.6 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0304'IN FLAGSTAFF, 41 FEET SOUTH OF MILEPOST NUMBER 211, 12 FEET SOUTHEAST
 FQ0304'OF A PINE TREE THAT HAS A WITNESS POST SIGN NAILED TO IT, CEMENTED IN
 FQ0304'A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 3 FEET.
 FQ0304
 FQ0304                          STATION RECOVERY (1982)
 FQ0304
 FQ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0304'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0189 ***********************************************************************
 FQ0189  DESIGNATION -  P 341
 FQ0189  PID         -  FQ0189
 FQ0189  STATE/COUNTY-  AZ/COCONINO
 FQ0189  USGS QUAD   -  WINONA (1974)
 FQ0189
 FQ0189                         *CURRENT SURVEY CONTROL
 FQ0189  ___________________________________________________________________
 FQ0189* NAD 83(1986)-  35 12 07.     (N)    111 25 28.     (W)     SCALED    
 FQ0189* NAVD 88     -      1902.410  (meters)    6241.49   (feet)  ADJUSTED  
 FQ0189  ___________________________________________________________________
 FQ0189  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FQ0189  DYNAMIC HT  -        1899.741 (meters)    6232.73  (feet)  COMP
 FQ0189  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 FQ0189
 FQ0189  VERT ORDER  -  FIRST     CLASS II
 FQ0189
 FQ0189.The horizontal coordinates were scaled from a topographic map and have
 FQ0189.an estimated accuracy of +/- 6 seconds.
 FQ0189
 FQ0189.The orthometric height was determined by differential leveling
 FQ0189.and adjusted in June 1991.
 FQ0189
 FQ0189.The geoid height was determined by GEOID03.
 FQ0189
 FQ0189.The dynamic height is computed by dividing the NAVD 88
 FQ0189.geopotential number by the normal gravity value computed on the
 FQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0189.degrees latitude (g = 980.6199 gals.).
 FQ0189
 FQ0189.The modeled gravity was interpolated from observed gravity values.
 FQ0189
 FQ0189;                    North         East    Units  Estimated Accuracy
 FQ0189;SPC AZ C     -   466,090.      258,180.      MT  (+/- 180 meters Scaled)
 FQ0189
 FQ0189                          SUPERSEDED SURVEY CONTROL
 FQ0189
 FQ0189  NGVD 29 (??/??/92) 1901.410  (m)         6238.21   (f) ADJ UNCH    1 2
 FQ0189
 FQ0189.Superseded values are not recommended for survey control.
 FQ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0189.See file dsdata.txt to determine how the superseded data were derived.
 FQ0189
 FQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD613955(NAD 83)
 FQ0189_MARKER: DB = BENCH MARK DISK
 FQ0189_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0189_SP_SET: ROCK OUTCROP
 FQ0189_STAMPING: P 341 1958
 FQ0189_MARK LOGO: CGS   
 FQ0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0189+STABILITY: POSITION/ELEVATION WELL
 FQ0189
 FQ0189  HISTORY     - Date     Condition        Report By
 FQ0189  HISTORY     - 1958     MONUMENTED       CGS
 FQ0189  HISTORY     - 1983     GOOD             NGS
 FQ0189
 FQ0189                          STATION DESCRIPTION
 FQ0189
 FQ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0189'14.0 MI E FROM FLAGSTAFF.
 FQ0189'14.05 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD
 FQ0189'DEPOT IN FLAGSTAFF, ABOUT 100 YARDS NORTHWEST OF A LARGE CONCRETE
 FQ0189'BRIDGE, 100 FEET NORTHEAST OF THE WEST END OF A GUARD RAIL, 7 FEET
 FQ0189'SOUTH OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, CEMENTED IN A DRILL
 FQ0189'HOLE IN A ROCK OUTCROP THAT PROJECTS 18 INCHES ON THE EAST SIDE.
 FQ0189
 FQ0189                          STATION RECOVERY (1983)
 FQ0189
 FQ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0189'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0189'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0189'IN FLAGSTAFF, THENCE 8.6 KM (5.35 MI) EASTERLY ALONG INTERSTATE
 FQ0189'HIGHWAY 40, IN THE CENTER OF A 4 BY 25 FT EXPOSED AREA OF OUTCROPPING
 FQ0189'BEDROCK, 91.4 METERS (299.9 FT) NORTHWEST OF THE NORTHWEST END OF A
 FQ0189'BRIDGE SPANNING WALNUT CREEK, 30.7 METERS (100.7 FT) NORTHEAST OF THE
 FQ0189'WEST END OF A STEEL GUARD RAIL, 29.9 METERS (81.7 FT) NORTH OF THE
 FQ0189'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 2.2 METERS (7.2
 FQ0189'FT) SOUTH OF A FENCE.
 FQ0189'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0189'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0065 ***********************************************************************
 CH0065  DESIGNATION -  P 341
 CH0065  PID         -  CH0065
 CH0065  STATE/COUNTY-  AZ/PIMA
 CH0065  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0065
 CH0065                         *CURRENT SURVEY CONTROL
 CH0065  ___________________________________________________________________
 CH0065* NAD 83(1986)-  31 49 42.     (N)    112 11 52.     (W)     SCALED    
 CH0065* NAVD 88     -       570.07   (+/-2cm)    1870.3    (feet)  VERTCON   
 CH0065  ___________________________________________________________________
 CH0065  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 CH0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0065
 CH0065.The horizontal coordinates were scaled from a topographic map and have
 CH0065.an estimated accuracy of +/- 6 seconds.
 CH0065
 CH0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0065.The vertical order pertains to the NGVD 29 superseded value.
 CH0065
 CH0065.The geoid height was determined by GEOID03.
 CH0065
 CH0065;                    North         East    Units  Estimated Accuracy
 CH0065;SPC AZ C     -    91,870.      186,750.      MT  (+/- 180 meters Scaled)
 CH0065
 CH0065                          SUPERSEDED SURVEY CONTROL
 CH0065
 CH0065  NGVD 29 (??/??/92)  569.386  (m)         1868.06   (f) ADJ UNCH    2 0
 CH0065
 CH0065.Superseded values are not recommended for survey control.
 CH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0065.See file dsdata.txt to determine how the superseded data were derived.
 CH0065
 CH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA866220(NAD 83)
 CH0065_MARKER: DB = BENCH MARK DISK
 CH0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CH0065_SP_SET: FOUNDATION
 CH0065_STAMPING: P 341 1961
 CH0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0065
 CH0065  HISTORY     - Date     Condition        Report By
 CH0065  HISTORY     - 1961     MONUMENTED       CGS
 CH0065
 CH0065                          STATION DESCRIPTION
 CH0065
 CH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0065'IN KOTS KUG.
 CH0065'AT KOTS KUG, AN INDIAN VILLAGE.  150 FEET SOUTHEAST OF THE SOUTHEAST
 CH0065'CORNER OF AN ADOBE HOUSE WITH A TIN ROOF, 213 FEET NORTH OF THE CENTER
 CH0065'LINE OF A TRAIL ROAD, 26 1/2 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A
 CH0065'STONE WATER TANK, SET IN THE TOP OF THE SOUTH CORNER OF A CONCRETE
 CH0065'FOUNDATION OF AN ABANDONED WELL AND MOTOR WHICH IS FLUSH WITH THE
 CH0065'GROUND.  NOTE-- THIS MARK IS 0.7 MILE SOUTH-SOUTHWEST OF A 4X4-INCH
 CH0065'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 64.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0924 ***********************************************************************
 DA0924  DESIGNATION -  P 342
 DA0924  PID         -  DA0924
 DA0924  STATE/COUNTY-  AZ/PIMA
 DA0924  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0924
 DA0924                         *CURRENT SURVEY CONTROL
 DA0924  ___________________________________________________________________
 DA0924* NAD 83(1986)-  32 09 38.     (N)    113 00 49.     (W)     SCALED    
 DA0924* NAVD 88     -       369.81   (+/-2cm)    1213.3    (feet)  VERTCON   
 DA0924  ___________________________________________________________________
 DA0924  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DA0924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0924
 DA0924.The horizontal coordinates were scaled from a topographic map and have
 DA0924.an estimated accuracy of +/- 6 seconds.
 DA0924
 DA0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0924.The vertical order pertains to the NGVD 29 superseded value.
 DA0924
 DA0924.The geoid height was determined by GEOID03.
 DA0924
 DA0924;                    North         East    Units  Estimated Accuracy
 DA0924;SPC AZ C     -   129,200.      109,900.      MT  (+/- 180 meters Scaled)
 DA0924
 DA0924                          SUPERSEDED SURVEY CONTROL
 DA0924
 DA0924  NGVD 29 (??/??/92)  369.125  (m)         1211.04   (f) ADJ UNCH    2 0
 DA0924
 DA0924.Superseded values are not recommended for survey control.
 DA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0924.See file dsdata.txt to determine how the superseded data were derived.
 DA0924
 DA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA101600(NAD 83)
 DA0924_MARKER: DB = BENCH MARK DISK
 DA0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0924_STAMPING: P 342 1961
 DA0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0924+STABILITY: SURFACE MOTION
 DA0924
 DA0924  HISTORY     - Date     Condition        Report By
 DA0924  HISTORY     - 1961     MONUMENTED       CGS
 DA0924  HISTORY     - 1962     GOOD             NGS
 DA0924
 DA0924                          STATION DESCRIPTION
 DA0924
 DA0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0924'23.65 MI SW FROM AJO.
 DA0924'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0924'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0924'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0924'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0924'HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST ALONG A TRAIL
 DA0924'ROAD, 300 FEET NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0924'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 49, 44 FEET NORTHWEST OF
 DA0924'THE CENTER LINE OF THE TRAIL ROAD, 2.7 MILE SOUTHWEST OF AN ABANDONED
 DA0924'MINE, 78 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE TRAIL ROAD
 DA0924'AND ANOTHER TRAIL ROAD, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 DA0924'FOOT ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0924'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0072 ***********************************************************************
 FQ0072  DESIGNATION -  P 342
 FQ0072  PID         -  FQ0072
 FQ0072  STATE/COUNTY-  AZ/COCONINO
 FQ0072  USGS QUAD   -  TUCKER MESA (1983)
 FQ0072
 FQ0072                         *CURRENT SURVEY CONTROL
 FQ0072  ___________________________________________________________________
 FQ0072* NAD 83(1986)-  35 02 45.     (N)    110 45 50.     (W)     SCALED    
 FQ0072* NAVD 88     -      1496.403  (meters)    4909.45   (feet)  ADJUSTED  
 FQ0072  ___________________________________________________________________
 FQ0072  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0072  DYNAMIC HT  -        1494.429 (meters)    4902.97  (feet)  COMP
 FQ0072  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 FQ0072
 FQ0072  VERT ORDER  -  FIRST     CLASS II
 FQ0072
 FQ0072.The horizontal coordinates were scaled from a topographic map and have
 FQ0072.an estimated accuracy of +/- 6 seconds.
 FQ0072
 FQ0072.The orthometric height was determined by differential leveling
 FQ0072.and adjusted in June 1991.
 FQ0072
 FQ0072.The geoid height was determined by GEOID03.
 FQ0072
 FQ0072.The dynamic height is computed by dividing the NAVD 88
 FQ0072.geopotential number by the normal gravity value computed on the
 FQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0072.degrees latitude (g = 980.6199 gals.).
 FQ0072
 FQ0072.The modeled gravity was interpolated from observed gravity values.
 FQ0072
 FQ0072;                    North         East    Units  Estimated Accuracy
 FQ0072;SPC AZ C     -   449,270.      318,530.      MT  (+/- 180 meters Scaled)
 FQ0072
 FQ0072                          SUPERSEDED SURVEY CONTROL
 FQ0072
 FQ0072  NGVD 29 (??/??/92) 1495.655  (m)         4906.99   (f) ADJ UNCH    1 2
 FQ0072
 FQ0072.Superseded values are not recommended for survey control.
 FQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0072.See file dsdata.txt to determine how the superseded data were derived.
 FQ0072
 FQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD215781(NAD 83)
 FQ0072_MARKER: DB = BENCH MARK DISK
 FQ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0072_STAMPING: P 342 1958
 FQ0072_MARK LOGO: CGS   
 FQ0072_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0072+STABILITY: SURFACE MOTION
 FQ0072
 FQ0072  HISTORY     - Date     Condition        Report By
 FQ0072  HISTORY     - 1958     MONUMENTED       CGS
 FQ0072  HISTORY     - 1983     GOOD             NGS
 FQ0072
 FQ0072                          STATION DESCRIPTION
 FQ0072
 FQ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0072'4.0 MI W FROM WINSLOW.
 FQ0072'4.25 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0072'0.25 MILE EAST OF MILEPOST 269, 50 FEET SOUTH OF THE FENCE, 46 FEET
 FQ0072'NORTH OF THE NORTH RAIL, 1.5 FEET EAST OF THE WITNESS POST, SET IN THE
 FQ0072'TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 FQ0072
 FQ0072                          STATION RECOVERY (1983)
 FQ0072
 FQ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0072'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.7 KM (4.15
 FQ0072'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0072'POST OFFICE IN WINSLOW, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 250,
 FQ0072'50.6 METERS (166.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 FQ0072'LANES OF THE HIGHWAY, 15.2 METERS (49.9 FT) SOUTHWEST OF A FENCE AND
 FQ0072'14.1 METERS (46.3 FT) NORTHWEST OF THE NEAR RAIL OF THE SANTA FE
 FQ0072'RAILROAD.
 FQ0072'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 FQ0072'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0176 ***********************************************************************
 DV0176  DESIGNATION -  P 343
 DV0176  PID         -  DV0176
 DV0176  STATE/COUNTY-  AZ/MARICOPA
 DV0176  USGS QUAD   -  UNION HILLS (1981)
 DV0176
 DV0176                         *CURRENT SURVEY CONTROL
 DV0176  ___________________________________________________________________
 DV0176* NAD 83(1986)-  33 40 47.     (N)    112 06 47.     (W)     SCALED    
 DV0176* NAVD 88     -       426.91   (+/-2cm)    1400.6    (feet)  VERTCON   
 DV0176  ___________________________________________________________________
 DV0176  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0176
 DV0176.The horizontal coordinates were scaled from a topographic map and have
 DV0176.an estimated accuracy of +/- 6 seconds.
 DV0176
 DV0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0176.The vertical order pertains to the NGVD 29 superseded value.
 DV0176
 DV0176.The geoid height was determined by GEOID03.
 DV0176
 DV0176;                    North         East    Units  Estimated Accuracy
 DV0176;SPC AZ C     -   297,150.      195,150.      MT  (+/- 180 meters Scaled)
 DV0176
 DV0176                          SUPERSEDED SURVEY CONTROL
 DV0176
 DV0176  NGVD 29 (??/??/92)  426.336  (m)         1398.74   (f) ADJ UNCH    2 0
 DV0176
 DV0176.Superseded values are not recommended for survey control.
 DV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0176.See file dsdata.txt to determine how the superseded data were derived.
 DV0176
 DV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC968272(NAD 83)
 DV0176_MARKER: DB = BENCH MARK DISK
 DV0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0176_STAMPING: P 343 1959
 DV0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0176+STABILITY: SURFACE MOTION
 DV0176
 DV0176  HISTORY     - Date     Condition        Report By
 DV0176  HISTORY     - 1959     MONUMENTED       CGS
 DV0176  HISTORY     - 1971     GOOD             NGS
 DV0176  HISTORY     - 1977     GOOD             LOCENG
 DV0176
 DV0176                          STATION DESCRIPTION
 DV0176
 DV0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0176'8.0 MI N FROM PHOENIX.
 DV0176'14.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0176'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.35 MILE SOUTH OF MILEPOST
 DV0176'NUMBER 216, 96 FEET WEST OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF
 DV0176'THE FENCE, 3 FEET NORTH OF THE WITNESS POST, SET IN THE TOP OF A 12
 DV0176'INCH ROUND CONCRETE POST THAT PROJECTS 8 INCHES.
 DV0176
 DV0176                          STATION RECOVERY (1971)
 DV0176
 DV0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DV0176'RECOVERED IN GOOD CONDITION.
 DV0176
 DV0176                          STATION RECOVERY (1977)
 DV0176
 DV0176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0900 ***********************************************************************
 DA0900  DESIGNATION -  P 344
 DA0900  PID         -  DA0900
 DA0900  STATE/COUNTY-  AZ/YUMA
 DA0900  USGS QUAD   -  O'NEILL HILLS (1990)
 DA0900
 DA0900                         *CURRENT SURVEY CONTROL
 DA0900  ___________________________________________________________________
 DA0900* NAD 83(1986)-  32 05 31.     (N)    113 22 07.     (W)     SCALED    
 DA0900* NAVD 88     -       227.94   (+/-2cm)     747.8    (feet)  VERTCON   
 DA0900  ___________________________________________________________________
 DA0900  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0900
 DA0900.The horizontal coordinates were scaled from a topographic map and have
 DA0900.an estimated accuracy of +/- 6 seconds.
 DA0900
 DA0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0900.The vertical order pertains to the NGVD 29 superseded value.
 DA0900
 DA0900.The geoid height was determined by GEOID03.
 DA0900
 DA0900;                    North         East    Units  Estimated Accuracy
 DA0900;SPC AZ W     -   121,130.      249,360.      MT  (+/- 180 meters Scaled)
 DA0900
 DA0900                          SUPERSEDED SURVEY CONTROL
 DA0900
 DA0900  NGVD 29 (??/??/92)  227.264  (m)          745.62   (f) ADJ UNCH    2 0
 DA0900
 DA0900.Superseded values are not recommended for survey control.
 DA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0900.See file dsdata.txt to determine how the superseded data were derived.
 DA0900
 DA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA764530(NAD 83)
 DA0900_MARKER: DB = BENCH MARK DISK
 DA0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0900_STAMPING: P 344 1961
 DA0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0900+STABILITY: SURFACE MOTION
 DA0900
 DA0900  HISTORY     - Date     Condition        Report By
 DA0900  HISTORY     - 1961     MONUMENTED       CGS
 DA0900  HISTORY     - 1962     GOOD             NGS
 DA0900
 DA0900                          STATION DESCRIPTION
 DA0900
 DA0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0900'5.3 MI SW FROM PAPAGO WELL.
 DA0900'ABOUT 5.3 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0900'TANK AT PAPAGO WELL, 2.7 MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0900'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 31, 1.0 MILE
 DA0900'SOUTHWEST OF ONEILS GRAVE, 28 FEET NORTHWEST OF THE CENTER LINE OF THE
 DA0900'TRAIL ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DA0900'ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE
 DA0900'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0577 ***********************************************************************
 ES0577  DESIGNATION -  P 344
 ES0577  PID         -  ES0577
 ES0577  STATE/COUNTY-  AZ/YAVAPAI
 ES0577  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0577
 ES0577                         *CURRENT SURVEY CONTROL
 ES0577  ___________________________________________________________________
 ES0577* NAD 83(1986)-  34 37 33.     (N)    111 50 14.     (W)     SCALED    
 ES0577* NAVD 88     -      1013.562  (meters)    3325.33   (feet)  ADJUSTED  
 ES0577  ___________________________________________________________________
 ES0577  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 ES0577  DYNAMIC HT  -        1012.286 (meters)    3321.14  (feet)  COMP
 ES0577  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 ES0577
 ES0577  VERT ORDER  -  SECOND    CLASS 0
 ES0577
 ES0577.The horizontal coordinates were scaled from a topographic map and have
 ES0577.an estimated accuracy of +/- 6 seconds.
 ES0577
 ES0577.The orthometric height was determined by differential leveling
 ES0577.and adjusted in June 1991.
 ES0577
 ES0577.The geoid height was determined by GEOID03.
 ES0577
 ES0577.The dynamic height is computed by dividing the NAVD 88
 ES0577.geopotential number by the normal gravity value computed on the
 ES0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0577.degrees latitude (g = 980.6199 gals.).
 ES0577
 ES0577.The modeled gravity was interpolated from observed gravity values.
 ES0577
 ES0577;                    North         East    Units  Estimated Accuracy
 ES0577;SPC AZ C     -   402,070.      220,640.      MT  (+/- 180 meters Scaled)
 ES0577
 ES0577                          SUPERSEDED SURVEY CONTROL
 ES0577
 ES0577  NGVD 29 (??/??/92) 1012.837  (m)         3322.95   (f) ADJ UNCH    2 0
 ES0577
 ES0577.Superseded values are not recommended for survey control.
 ES0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0577.See file dsdata.txt to determine how the superseded data were derived.
 ES0577
 ES0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD232318(NAD 83)
 ES0577_MARKER: DB = BENCH MARK DISK
 ES0577_SETTING: 66 = SET IN ROCK OUTCROP
 ES0577_SP_SET: BEDROCK
 ES0577_STAMPING: P 344 1959
 ES0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0577+STABILITY: POSITION/ELEVATION WELL
 ES0577
 ES0577  HISTORY     - Date     Condition        Report By
 ES0577  HISTORY     - 1959     MONUMENTED       CGS
 ES0577
 ES0577                          STATION DESCRIPTION
 ES0577
 ES0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0577'7.4 MI NW FROM CAMP VERDE.
 ES0577'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0577'POST OFFICE IN CAMP VERDE, THENCE 4.6 MILES NORTH ALONG STATE HIGHWAY
 ES0577'79, ABOUT 0.2 MILE SOUTH OF A ROAD LEADING TO CAMP VERDE, 0.3 MILE
 ES0577'SOUTH OF MILEPOST 292, 119 FEET NORTHWEST OF A GUARD RAIL, 95 FEET
 ES0577'WEST OF THE CENTER OF THE HIGHWAY, 5 FEET EAST OF THE FENCE, 5 FEET
 ES0577'EAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 ES0577'PROJECTS 2 INCHES JUST NORTH OF A LARGE FILL AND BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0875 ***********************************************************************
 DA0875  DESIGNATION -  P 345
 DA0875  PID         -  DA0875
 DA0875  STATE/COUNTY-  AZ/PIMA
 DA0875  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0875
 DA0875                         *CURRENT SURVEY CONTROL
 DA0875  ___________________________________________________________________
 DA0875* NAD 83(1986)-  32 17 41.     (N)    113 11 58.     (W)     SCALED    
 DA0875* NAVD 88     -       256.60   (+/-2cm)     841.9    (feet)  VERTCON   
 DA0875  ___________________________________________________________________
 DA0875  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DA0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0875
 DA0875.The horizontal coordinates were scaled from a topographic map and have
 DA0875.an estimated accuracy of +/- 6 seconds.
 DA0875
 DA0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0875.The vertical order pertains to the NGVD 29 superseded value.
 DA0875
 DA0875.The geoid height was determined by GEOID03.
 DA0875
 DA0875;                    North         East    Units  Estimated Accuracy
 DA0875;SPC AZ C     -   144,270.       92,540.      MT  (+/- 180 meters Scaled)
 DA0875
 DA0875                          SUPERSEDED SURVEY CONTROL
 DA0875
 DA0875  NGVD 29 (??/??/92)  255.933  (m)          839.67   (f) ADJ UNCH    2 0
 DA0875
 DA0875.Superseded values are not recommended for survey control.
 DA0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0875.See file dsdata.txt to determine how the superseded data were derived.
 DA0875
 DA0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA928752(NAD 83)
 DA0875_MARKER: DB = BENCH MARK DISK
 DA0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0875_STAMPING: P 345 1961
 DA0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0875+STABILITY: SURFACE MOTION
 DA0875
 DA0875  HISTORY     - Date     Condition        Report By
 DA0875  HISTORY     - 1961     MONUMENTED       CGS
 DA0875  HISTORY     - 1962     GOOD             NGS
 DA0875
 DA0875                          STATION DESCRIPTION
 DA0875
 DA0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0875'39.35 MI SW FROM AJO.
 DA0875'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0875'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0875'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0875'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0875'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0875'ALONG A TRAIL ROAD.  THENCE 15.7 MLES NORTHWEST ALONG A TRAIL ROAD,
 DA0875'1.7 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0875'PROJECTS 16 FEET AND IS NUMBERED 46, 39 FEET NORTHEAST OF THE CENTER
 DA0875'LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DA0875'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0875'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0544 ***********************************************************************
 ES0544  DESIGNATION -  P 345
 ES0544  PID         -  ES0544
 ES0544  STATE/COUNTY-  AZ/COCONINO
 ES0544  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0544
 ES0544                         *CURRENT SURVEY CONTROL
 ES0544  ___________________________________________________________________
 ES0544* NAD 83(1986)-  34 49 55.     (N)    111 36 18.     (W)     SCALED    
 ES0544* NAVD 88     -      1966.748  (meters)    6452.57   (feet)  ADJUSTED  
 ES0544  ___________________________________________________________________
 ES0544  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 ES0544  DYNAMIC HT  -        1963.991 (meters)    6443.53  (feet)  COMP
 ES0544  MODELED GRAV-     979,161.7   (mgal)                       NAVD 88
 ES0544
 ES0544  VERT ORDER  -  SECOND    CLASS 0
 ES0544
 ES0544.The horizontal coordinates were scaled from a topographic map and have
 ES0544.an estimated accuracy of +/- 6 seconds.
 ES0544
 ES0544.The orthometric height was determined by differential leveling
 ES0544.and adjusted in June 1991.
 ES0544
 ES0544.The geoid height was determined by GEOID03.
 ES0544
 ES0544.The dynamic height is computed by dividing the NAVD 88
 ES0544.geopotential number by the normal gravity value computed on the
 ES0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0544.degrees latitude (g = 980.6199 gals.).
 ES0544
 ES0544.The modeled gravity was interpolated from observed gravity values.
 ES0544
 ES0544;                    North         East    Units  Estimated Accuracy
 ES0544;SPC AZ C     -   424,980.      241,870.      MT  (+/- 180 meters Scaled)
 ES0544
 ES0544                          SUPERSEDED SURVEY CONTROL
 ES0544
 ES0544  NGVD 29 (??/??/92) 1965.811  (m)         6449.50   (f) ADJ UNCH    2 0
 ES0544
 ES0544.Superseded values are not recommended for survey control.
 ES0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0544.See file dsdata.txt to determine how the superseded data were derived.
 ES0544
 ES0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD446545(NAD 83)
 ES0544_MARKER: DB = BENCH MARK DISK
 ES0544_SETTING: 80 = SET IN A BOULDER
 ES0544_SP_SET: BOULDER
 ES0544_STAMPING: P 345
 ES0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0544+STABILITY: SURFACE MOTION
 ES0544
 ES0544  HISTORY     - Date     Condition        Report By
 ES0544  HISTORY     - UNK      MONUMENTED       CGS
 ES0544  HISTORY     - 1959     GOOD             NGS
 ES0544
 ES0544                          STATION DESCRIPTION
 ES0544
 ES0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0544'26.7 MI S FROM FLAGSTAFF.
 ES0544'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0544'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0544'THENCE ABOUT 27.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 100 YARDS
 ES0544'SOUTHEAST OF A CULVERT, 130 FEET EAST OF THE CENTER OF THE HIGHWAY, 72
 ES0544'FEET WEST OF THE RIGHT-OF-WAY FENCE, 14.2 FEET EAST OF THE WITNESS
 ES0544'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 ES0544'GROUND AND ON THE NORTH SIDE OF A SMALL HILL THAT IS COVERED WITH
 ES0544'SMALL PINES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0963 ***********************************************************************
 DA0963  DESIGNATION -  P 346
 DA0963  PID         -  DA0963
 DA0963  STATE/COUNTY-  AZ/YUMA
 DA0963  USGS QUAD   -  COYOTE WATER (1990)
 DA0963
 DA0963                         *CURRENT SURVEY CONTROL
 DA0963  ___________________________________________________________________
 DA0963* NAD 83(1986)-  32 15 13.     (N)    113 52 58.     (W)     SCALED    
 DA0963* NAVD 88     -       364.72   (+/-2cm)    1196.6    (feet)  VERTCON   
 DA0963  ___________________________________________________________________
 DA0963  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DA0963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0963
 DA0963.The horizontal coordinates were scaled from a topographic map and have
 DA0963.an estimated accuracy of +/- 6 seconds.
 DA0963
 DA0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0963.The vertical order pertains to the NGVD 29 superseded value.
 DA0963
 DA0963.The geoid height was determined by GEOID03.
 DA0963
 DA0963;                    North         East    Units  Estimated Accuracy
 DA0963;SPC AZ W     -   139,000.      200,850.      MT  (+/- 180 meters Scaled)
 DA0963
 DA0963                          SUPERSEDED SURVEY CONTROL
 DA0963
 DA0963  NGVD 29 (??/??/92)  364.020  (m)         1194.29   (f) ADJ UNCH    2 0
 DA0963
 DA0963.Superseded values are not recommended for survey control.
 DA0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0963.See file dsdata.txt to determine how the superseded data were derived.
 DA0963
 DA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA284721(NAD 83)
 DA0963_MARKER: DB = BENCH MARK DISK
 DA0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0963_STAMPING: P 346 1961
 DA0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0963+STABILITY: SURFACE MOTION
 DA0963
 DA0963  HISTORY     - Date     Condition        Report By
 DA0963  HISTORY     - 1961     MONUMENTED       CGS
 DA0963  HISTORY     - 1962     GOOD             NGS
 DA0963
 DA0963                          STATION DESCRIPTION
 DA0963
 DA0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0963'8.9 MI W FROM TULE WELL.
 DA0963'ABOUT 8.9 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0963'COMMISSION SHELTER AT TULE WELL, 2.4 MILES WEST OF A 4X4-INCH WHITE
 DA0963'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 17, IN A
 DA0963'LAVA ROCK BED, 68 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 2.0
 DA0963'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0963'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0095 ***********************************************************************
 ES0095  DESIGNATION -  P 346
 ES0095  PID         -  ES0095
 ES0095  STATE/COUNTY-  AZ/NAVAJO
 ES0095  USGS QUAD   -  SUN VALLEY (1986)
 ES0095
 ES0095                         *CURRENT SURVEY CONTROL
 ES0095  ___________________________________________________________________
 ES0095* NAD 83(1986)-  34 59 11.     (N)    110 01 26.     (W)     SCALED    
 ES0095* NAVD 88     -      1630.290  (meters)    5348.71   (feet)  ADJUSTED  
 ES0095  ___________________________________________________________________
 ES0095  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES0095  DYNAMIC HT  -        1628.038 (meters)    5341.32  (feet)  COMP
 ES0095  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 ES0095
 ES0095  VERT ORDER  -  FIRST     CLASS II
 ES0095
 ES0095.The horizontal coordinates were scaled from a topographic map and have
 ES0095.an estimated accuracy of +/- 6 seconds.
 ES0095
 ES0095.The orthometric height was determined by differential leveling
 ES0095.and adjusted in June 1991.
 ES0095
 ES0095.The geoid height was determined by GEOID03.
 ES0095
 ES0095.The dynamic height is computed by dividing the NAVD 88
 ES0095.geopotential number by the normal gravity value computed on the
 ES0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0095.degrees latitude (g = 980.6199 gals.).
 ES0095
 ES0095.The modeled gravity was interpolated from observed gravity values.
 ES0095
 ES0095;                    North         East    Units  Estimated Accuracy
 ES0095;SPC AZ E     -   442,070.      226,400.      MT  (+/- 180 meters Scaled)
 ES0095
 ES0095                          SUPERSEDED SURVEY CONTROL
 ES0095
 ES0095  NGVD 29 (??/??/92) 1629.425  (m)         5345.87   (f) ADJ UNCH    1 2
 ES0095
 ES0095.Superseded values are not recommended for survey control.
 ES0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0095.See file dsdata.txt to determine how the superseded data were derived.
 ES0095
 ES0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD890719(NAD 83)
 ES0095_MARKER: DB = BENCH MARK DISK
 ES0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0095_STAMPING: P 346 1959
 ES0095_MARK LOGO: CGS   
 ES0095_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0095+STABILITY: SURFACE MOTION
 ES0095
 ES0095  HISTORY     - Date     Condition        Report By
 ES0095  HISTORY     - 1959     MONUMENTED       CGS
 ES0095  HISTORY     - 1983     GOOD             NGS
 ES0095
 ES0095                          STATION DESCRIPTION
 ES0095
 ES0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0095'10.7 MI E FROM HOLBROOK.
 ES0095'10.7 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0095'AT HOLBROOK, 0.2 MILE WEST OF MILEPOST 317, 101 FEET NORTH OF THE
 ES0095'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 9 FEET WEST OF A GATE, 1
 ES0095'FOOT SOUTH OF THE FENCE, 2 FEET EAST OF A WITNESS POST, AND SET IN THE
 ES0095'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 ES0095
 ES0095                          STATION RECOVERY (1983)
 ES0095
 ES0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0095'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 ES0095'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ES0095'NAVAJO BOULEVARD IN HOLBROOK, 0.6 KM (0.35 MI) WEST OF MILEPOST 297,
 ES0095'30.8 METERS (101.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 ES0095'OF THE HIGHWAY AND 0.1 METER (0.3 FT) SOUTH OF A FENCE.
 ES0095'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 ES0095'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0957 ***********************************************************************
 DA0957  DESIGNATION -  P 347
 DA0957  PID         -  DA0957
 DA0957  STATE/COUNTY-  AZ/YUMA
 DA0957  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0957
 DA0957                         *CURRENT SURVEY CONTROL
 DA0957  ___________________________________________________________________
 DA0957* NAD 83(1986)-  32 13 17.     (N)    113 45 53.     (W)     SCALED    
 DA0957* NAVD 88     -       370.08   (+/-2cm)    1214.2    (feet)  VERTCON   
 DA0957  ___________________________________________________________________
 DA0957  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0957
 DA0957.The horizontal coordinates were scaled from a topographic map and have
 DA0957.an estimated accuracy of +/- 6 seconds.
 DA0957
 DA0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0957.The vertical order pertains to the NGVD 29 superseded value.
 DA0957
 DA0957.The geoid height was determined by GEOID03.
 DA0957
 DA0957;                    North         East    Units  Estimated Accuracy
 DA0957;SPC AZ W     -   135,420.      211,970.      MT  (+/- 180 meters Scaled)
 DA0957
 DA0957                          SUPERSEDED SURVEY CONTROL
 DA0957
 DA0957  NGVD 29 (??/??/92)  369.386  (m)         1211.89   (f) ADJ UNCH    2 0
 DA0957
 DA0957.Superseded values are not recommended for survey control.
 DA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0957.See file dsdata.txt to determine how the superseded data were derived.
 DA0957
 DA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA394683(NAD 83)
 DA0957_MARKER: DB = BENCH MARK DISK
 DA0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0957_STAMPING: P 347 1961
 DA0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0957+STABILITY: SURFACE MOTION
 DA0957
 DA0957  HISTORY     - Date     Condition        Report By
 DA0957  HISTORY     - 1961     MONUMENTED       CGS
 DA0957  HISTORY     - 1962     SEE DESCRIPTION  NGS
 DA0957
 DA0957                          STATION DESCRIPTION
 DA0957
 DA0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0957'1.0 MI W SW FROM TULE WELL.
 DA0957'ABOUT 1.0 MILE WEST SOUTHWEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DA0957'GAME COMMISSION SHELTER AT TULE WELL, 30 FEET SOUTHEAST OF THE CENTER
 DA0957'LINE OF THE TRAIL ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA0957'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF
 DA0957'A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0245 ***********************************************************************
 FP0245  DESIGNATION -  P 347
 FP0245  PID         -  FP0245
 FP0245  STATE/COUNTY-  AZ/APACHE
 FP0245  USGS QUAD   -  LUPTON (1971)
 FP0245
 FP0245                         *CURRENT SURVEY CONTROL
 FP0245  ___________________________________________________________________
 FP0245* NAD 83(1986)-  35 20 31.     (N)    109 03 44.     (W)     SCALED    
 FP0245* NAVD 88     -      1876.392  (meters)    6156.13   (feet)  ADJUSTED  
 FP0245  ___________________________________________________________________
 FP0245  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 FP0245  DYNAMIC HT  -        1873.757 (meters)    6147.48  (feet)  COMP
 FP0245  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 FP0245
 FP0245  VERT ORDER  -  FIRST     CLASS II
 FP0245
 FP0245.The horizontal coordinates were scaled from a topographic map and have
 FP0245.an estimated accuracy of +/- 6 seconds.
 FP0245
 FP0245.The orthometric height was determined by differential leveling
 FP0245.and adjusted in June 1991.
 FP0245.WARNING-Repeat measurements at this control monument indicate possible
 FP0245.vertical movement.
 FP0245
 FP0245.The geoid height was determined by GEOID03.
 FP0245
 FP0245.The dynamic height is computed by dividing the NAVD 88
 FP0245.geopotential number by the normal gravity value computed on the
 FP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0245.degrees latitude (g = 980.6199 gals.).
 FP0245
 FP0245.The modeled gravity was interpolated from observed gravity values.
 FP0245
 FP0245;                    North         East    Units  Estimated Accuracy
 FP0245;SPC AZ E     -   482,070.      313,750.      MT  (+/- 180 meters Scaled)
 FP0245
 FP0245                          SUPERSEDED SURVEY CONTROL
 FP0245
 FP0245  NGVD 29 (??/??/92) 1875.389  (m)         6152.84   (f) ADJ UNCH    1 2
 FP0245
 FP0245.Superseded values are not recommended for survey control.
 FP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0245.See file dsdata.txt to determine how the superseded data were derived.
 FP0245
 FP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE760126(NAD 83)
 FP0245_MARKER: DB = BENCH MARK DISK
 FP0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0245_SP_SET: BRIDGE
 FP0245_STAMPING: P 347 1959
 FP0245_MARK LOGO: CGS   
 FP0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0245
 FP0245  HISTORY     - Date     Condition        Report By
 FP0245  HISTORY     - 1959     MONUMENTED       CGS
 FP0245  HISTORY     - 1983     GOOD             NGS
 FP0245
 FP0245                          STATION DESCRIPTION
 FP0245
 FP0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0245'0.5 MI SW FROM LUPTON POST OFFICE.
 FP0245'0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0245'LUPTON, 0.1 MILE NORTHEAST OF HIGHWAY MILEPOST 380, 6 FEET NORTHWEST
 FP0245'OF THE NORTHWEST RAILROAD TRACK, CEMENTED IN A DRILL HOLE IN THE
 FP0245'NORTHWEST HEADWALL OF THE RAILROAD BRIDGE.
 FP0245
 FP0245                          STATION RECOVERY (1983)
 FP0245
 FP0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0245'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.0 KM (21.1
 FP0245'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0245'U. S. HIGHWAY 666 IN GALLUP, THENCE 2.2 KM (1.35 MI) SOUTHEASTERLY
 FP0245'ALONG A PAVED ROAD (OLD U. S. HIGHWAY 66), IN THE NORTHWEST END OF THE
 FP0245'NORTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER THE PUERCO
 FP0245'RIVER, 0.2 KM (0.1 MI) NORTHEAST OF RAILROAD MILEPOST 181, 19.4 METERS
 FP0245'(63.6 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.9 METERS (6.2 FT)
 FP0245'NORTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD AND 0.3 METER (1.0
 FP0245'FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 FP0245'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0007 ***********************************************************************
 DB0007  DESIGNATION -  P 348
 DB0007  PID         -  DB0007
 DB0007  STATE/COUNTY-  AZ/YUMA
 DB0007  USGS QUAD   -  CIPRIANO PASS (1990)
 DB0007
 DB0007                         *CURRENT SURVEY CONTROL
 DB0007  ___________________________________________________________________
 DB0007* NAD 83(1986)-  32 24 00.     (N)    114 11 49.     (W)     SCALED    
 DB0007* NAVD 88     -       262.32   (+/-2cm)     860.6    (feet)  VERTCON   
 DB0007  ___________________________________________________________________
 DB0007  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DB0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0007
 DB0007.The horizontal coordinates were scaled from a topographic map and have
 DB0007.an estimated accuracy of +/- 6 seconds.
 DB0007
 DB0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0007.The vertical order pertains to the NGVD 29 superseded value.
 DB0007
 DB0007.The geoid height was determined by GEOID03.
 DB0007
 DB0007;                    North         East    Units  Estimated Accuracy
 DB0007;SPC AZ W     -   155,310.      171,310.      MT  (+/- 180 meters Scaled)
 DB0007
 DB0007                          SUPERSEDED SURVEY CONTROL
 DB0007
 DB0007  NGVD 29 (??/??/??)  261.627  (m)          858.35   (f) ADJUSTED    2 0
 DB0007
 DB0007.Superseded values are not recommended for survey control.
 DB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0007.See file dsdata.txt to determine how the superseded data were derived.
 DB0007
 DB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR636882(NAD 83)
 DB0007_MARKER: DB = BENCH MARK DISK
 DB0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0007_STAMPING: P 348 1962
 DB0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0007+STABILITY: SURFACE MOTION
 DB0007
 DB0007  HISTORY     - Date     Condition        Report By
 DB0007  HISTORY     - 1962     MONUMENTED       CGS
 DB0007
 DB0007                          STATION DESCRIPTION
 DB0007
 DB0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0007'32.5 MI SSW FROM LIGURTA.
 DB0007'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0007'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0007'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0007'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0007'A WASH, THENCE 13.4 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.7
 DB0007'MILE EAST SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DB0007'WHICH PROJECTS 16 FEET AND IS NUMBER 12, 19 FEET NORTHEAST OF THE
 DB0007'CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS
 DB0007'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 DB0007'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1171 ***********************************************************************
 CZ1171  DESIGNATION -  P 348
 CZ1171  PID         -  CZ1171
 CZ1171  STATE/COUNTY-  AZ/PINAL
 CZ1171  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1171
 CZ1171                         *CURRENT SURVEY CONTROL
 CZ1171  ___________________________________________________________________
 CZ1171* NAD 83(1986)-  32 47 06.     (N)    111 37 57.     (W)     SCALED    
 CZ1171* NAVD 88     -       460.19   (+/-2cm)    1509.8    (feet)  VERTCON   
 CZ1171  ___________________________________________________________________
 CZ1171  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1171
 CZ1171.The horizontal coordinates were scaled from a topographic map and have
 CZ1171.an estimated accuracy of +/- 6 seconds.
 CZ1171
 CZ1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1171.The vertical order pertains to the NGVD 29 superseded value.
 CZ1171
 CZ1171.The geoid height was determined by GEOID03.
 CZ1171
 CZ1171;                    North         East    Units  Estimated Accuracy
 CZ1171;SPC AZ C     -   197,950.      239,980.      MT  (+/- 180 meters Scaled)
 CZ1171
 CZ1171                          SUPERSEDED SURVEY CONTROL
 CZ1171
 CZ1171  NGVD 29 (??/??/92)  459.639  (m)         1508.00   (f) ADJ UNCH    2 0
 CZ1171
 CZ1171.Superseded values are not recommended for survey control.
 CZ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1171.See file dsdata.txt to determine how the superseded data were derived.
 CZ1171
 CZ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB407276(NAD 83)
 CZ1171_MARKER: DB = BENCH MARK DISK
 CZ1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1171_SP_SET: STOVEPIPE
 CZ1171_STAMPING: P 348 1960
 CZ1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1171
 CZ1171  HISTORY     - Date     Condition        Report By
 CZ1171  HISTORY     - 1960     MONUMENTED       CGS
 CZ1171  HISTORY     - 1966     GOOD             NGS
 CZ1171  HISTORY     - 20070525 POOR             GEOCAC
 CZ1171
 CZ1171                          STATION DESCRIPTION
 CZ1171
 CZ1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1171'1.9 MI SW FROM TOLTEC.
 CZ1171'1.0 MILE SOUTH ALONG DIRT ROAD FROM TOLTEC, THENCE 0.9 MILE NORTHWEST
 CZ1171'ALONG THE NEW HIGHWAY, 150 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1
 CZ1171'FOOT SOUTHEAST OF A FENCE, 2.5 FEET SOUTHWEST OF WITNESS POST, SET IN
 CZ1171'TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 6 INCHES.
 CZ1171
 CZ1171                          STATION RECOVERY (1966)
 CZ1171
 CZ1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1171'RECOVERED IN GOOD CONDITION.
 CZ1171
 CZ1171                          STATION RECOVERY (2007)
 CZ1171
 CZ1171'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1171'RECOVERED AS DESCRIBED, BUT THE MARK HAS BEEN PUSHED OVER. IT IS
 CZ1171'LEANING AT ABOUT A 45 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0130 ***********************************************************************
 DA0130  DESIGNATION -  P 349
 DA0130  PID         -  DA0130
 DA0130  STATE/COUNTY-  AZ/MARICOPA
 DA0130  USGS QUAD   -  ESTRELLA (1979)
 DA0130
 DA0130                         *CURRENT SURVEY CONTROL
 DA0130  ___________________________________________________________________
 DA0130* NAD 83(1986)-  32 53 30.     (N)    112 29 14.     (W)     SCALED    
 DA0130* NAVD 88     -       432.84   (+/-2cm)    1420.1    (feet)  VERTCON   
 DA0130  ___________________________________________________________________
 DA0130  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DA0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0130
 DA0130.The horizontal coordinates were scaled from a topographic map and have
 DA0130.an estimated accuracy of +/- 6 seconds.
 DA0130
 DA0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0130.The vertical order pertains to the NGVD 29 superseded value.
 DA0130
 DA0130.The geoid height was determined by GEOID03.
 DA0130
 DA0130;                    North         East    Units  Estimated Accuracy
 DA0130;SPC AZ C     -   209,880.      159,980.      MT  (+/- 180 meters Scaled)
 DA0130
 DA0130                          SUPERSEDED SURVEY CONTROL
 DA0130
 DA0130  NGVD 29 (??/??/92)  432.192  (m)         1417.95   (f) ADJ UNCH    2 0
 DA0130
 DA0130.Superseded values are not recommended for survey control.
 DA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0130.See file dsdata.txt to determine how the superseded data were derived.
 DA0130
 DA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB608402(NAD 83)
 DA0130_MARKER: DB = BENCH MARK DISK
 DA0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0130_SP_SET: STOVEPIPE
 DA0130_STAMPING: P 349 1960
 DA0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0130
 DA0130  HISTORY     - Date     Condition        Report By
 DA0130  HISTORY     - 1960     MONUMENTED       CGS
 DA0130
 DA0130                          STATION DESCRIPTION
 DA0130
 DA0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0130'13.6 MI E FROM GILA BEND.
 DA0130'13.6 MILES EAST OF THE RAILROAD STATION AT GILA BEND, 71 FEET NORTH OF
 DA0130'MILEPOST 134, ON STATE HIGHWAY 84, 1 FOOT SOUTH OF FENCE, 1 FOOT
 DA0130'SOUTHWEST OF FENCEPOST WITH WITNESS SIGN ON IT, SET IN THE TOP OF
 DA0130'6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0935 ***********************************************************************
 DA0935  DESIGNATION -  P 349
 DA0935  PID         -  DA0935
 DA0935  STATE/COUNTY-  AZ/YUMA
 DA0935  USGS QUAD   -  BUCK PEAK (1990)
 DA0935
 DA0935                         *CURRENT SURVEY CONTROL
 DA0935  ___________________________________________________________________
 DA0935* NAD 83(1986)-  32 26 42.     (N)    113 59 18.     (W)     SCALED    
 DA0935* NAVD 88     -       286.69   (+/-2cm)     940.6    (feet)  VERTCON   
 DA0935  ___________________________________________________________________
 DA0935  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0935
 DA0935.The horizontal coordinates were scaled from a topographic map and have
 DA0935.an estimated accuracy of +/- 6 seconds.
 DA0935
 DA0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0935.The vertical order pertains to the NGVD 29 superseded value.
 DA0935
 DA0935.The geoid height was determined by GEOID03.
 DA0935
 DA0935;                    North         East    Units  Estimated Accuracy
 DA0935;SPC AZ W     -   160,240.      190,950.      MT  (+/- 180 meters Scaled)
 DA0935
 DA0935                          SUPERSEDED SURVEY CONTROL
 DA0935
 DA0935  NGVD 29 (??/??/92)  285.997  (m)          938.31   (f) ADJ UNCH    2 0
 DA0935
 DA0935.Superseded values are not recommended for survey control.
 DA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0935.See file dsdata.txt to determine how the superseded data were derived.
 DA0935
 DA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA190936(NAD 83)
 DA0935_MARKER: DB = BENCH MARK DISK
 DA0935_SETTING: 66 = SET IN ROCK OUTCROP
 DA0935_SP_SET: ROCK OUTCROP
 DA0935_STAMPING: P 349 1961
 DA0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0935+STABILITY: POSITION/ELEVATION WELL
 DA0935
 DA0935  HISTORY     - Date     Condition        Report By
 DA0935  HISTORY     - 1961     MONUMENTED       CGS
 DA0935  HISTORY     - 1962     GOOD             NGS
 DA0935
 DA0935                          STATION DESCRIPTION
 DA0935
 DA0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0935'20.3 MI SE FROM WELLTON.
 DA0935'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC
 DA0935'RAILWAY STATION AT WELLTON.  THENCE 2.3 MILES SOUTH ALONG A GRAVELED
 DA0935'ROAD TO A LEVEE AND CANAL.  THENCE 0.2 MILE SOUTHEAST AND ACROSS THE
 DA0935'LEVEE TO A DUMP GROUND.  THENCE 1.0 MILE NORTHEAST ALONG THE SOUTHEAST
 DA0935'SIDE OF THE LEVEE.  THENCE 16.6 MILES SOUTHEAST ALONG A DIM TRAIL
 DA0935'ROAD, 5.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0935'WHICH PROJECTS 16 FEET AND IS NUMBER 6, 1.7 MILES NORTHWEST OF A
 DA0935'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0935'NUMBER 5, NORTHWEST OF AND AT THE BASE OF A SHARP HILL, 73 FEET
 DA0935'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 6 FEET ABOVE THE
 DA0935'LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A FLAT ROCK OUTCROP
 DA0935'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0301 ***********************************************************************
 ER0301  DESIGNATION -  P 35
 ER0301  PID         -  ER0301
 ER0301  STATE/COUNTY-  AZ/APACHE
 ER0301  USGS QUAD   -  LITTLE MILKY WASH (1982)
 ER0301
 ER0301                         *CURRENT SURVEY CONTROL
 ER0301  ___________________________________________________________________
 ER0301* NAD 83(1986)-  34 44 01.     (N)    109 47 04.     (W)     SCALED    
 ER0301* NAVD 88     -      1641.800  (meters)    5386.47   (feet)  ADJUSTED  
 ER0301  ___________________________________________________________________
 ER0301  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ER0301  DYNAMIC HT  -        1639.510 (meters)    5378.96  (feet)  COMP
 ER0301  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 ER0301
 ER0301  VERT ORDER  -  SECOND    CLASS 0
 ER0301
 ER0301.The horizontal coordinates were scaled from a topographic map and have
 ER0301.an estimated accuracy of +/- 6 seconds.
 ER0301
 ER0301.The orthometric height was determined by differential leveling
 ER0301.and adjusted in June 1991.
 ER0301
 ER0301.The geoid height was determined by GEOID03.
 ER0301
 ER0301.The dynamic height is computed by dividing the NAVD 88
 ER0301.geopotential number by the normal gravity value computed on the
 ER0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0301.degrees latitude (g = 980.6199 gals.).
 ER0301
 ER0301.The modeled gravity was interpolated from observed gravity values.
 ER0301
 ER0301;                    North         East    Units  Estimated Accuracy
 ER0301;SPC AZ E     -   414,090.      248,360.      MT  (+/- 180 meters Scaled)
 ER0301
 ER0301                          SUPERSEDED SURVEY CONTROL
 ER0301
 ER0301  NGVD 29 (??/??/92) 1640.966  (m)         5383.74   (f) ADJ UNCH    2 0
 ER0301
 ER0301.Superseded values are not recommended for survey control.
 ER0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0301.See file dsdata.txt to determine how the superseded data were derived.
 ER0301
 ER0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD112441(NAD 83)
 ER0301_MARKER: DB = BENCH MARK DISK
 ER0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0301_STAMPING: P 35 1934
 ER0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0301+STABILITY: SURFACE MOTION
 ER0301
 ER0301  HISTORY     - Date     Condition        Report By
 ER0301  HISTORY     - 1934     MONUMENTED       CGS
 ER0301  HISTORY     - 1955     GOOD             USGS
 ER0301
 ER0301                          STATION DESCRIPTION
 ER0301
 ER0301'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 ER0301'25.3 MI SE FROM HOLBROOK.
 ER0301'25.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE ATCHISON, TOPEKA
 ER0301'AND SANTA FE RAILWAY STATION AT HOLBROOK, 0.9 MILE EAST OF MILKY WASH,
 ER0301'0.1 MILE EAST OF A SAND WASH, AT THE SUMMIT OF THE RISE OUT OF THE
 ER0301'VALLEY, 265 FEET SOUTHEAST OF THE POINT WHERE THE OLD AND NEW ROADS
 ER0301'INTERSECT, 95 FEET NORTHEAST OF THE NEW HIGHWAY, AND 50 FEET NORTHEAST
 ER0301'OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0203 ***********************************************************************
 DB0203  DESIGNATION -  P 350
 DB0203  PID         -  DB0203
 DB0203  STATE/COUNTY-  AZ/YUMA
 DB0203  USGS QUAD   -  FORTUNA (1979)
 DB0203
 DB0203                         *CURRENT SURVEY CONTROL
 DB0203  ___________________________________________________________________
 DB0203* NAD 83(1986)-  32 39 07.     (N)    114 24 08.     (W)     SCALED    
 DB0203* NAVD 88     -       111.08   (+/-2cm)     364.4    (feet)  VERTCON   
 DB0203  ___________________________________________________________________
 DB0203  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DB0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0203
 DB0203.The horizontal coordinates were scaled from a topographic map and have
 DB0203.an estimated accuracy of +/- 6 seconds.
 DB0203
 DB0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0203.The vertical order pertains to the NGVD 29 superseded value.
 DB0203
 DB0203.The geoid height was determined by GEOID03.
 DB0203
 DB0203;                    North         East    Units  Estimated Accuracy
 DB0203;SPC AZ W     -   183,350.      152,170.      MT  (+/- 180 meters Scaled)
 DB0203
 DB0203                          SUPERSEDED SURVEY CONTROL
 DB0203
 DB0203  NGVD 29 (??/??/??)  110.418  (m)          362.26   (f) ADJUSTED    2 0
 DB0203
 DB0203.Superseded values are not recommended for survey control.
 DB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0203.See file dsdata.txt to determine how the superseded data were derived.
 DB0203
 DB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS436156(NAD 83)
 DB0203_MARKER: DB = BENCH MARK DISK
 DB0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0203_STAMPING: P 350 1962
 DB0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0203+STABILITY: SURFACE MOTION
 DB0203
 DB0203  HISTORY     - Date     Condition        Report By
 DB0203  HISTORY     - 1962     MONUMENTED       CGS
 DB0203  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0203  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0203
 DB0203                          STATION DESCRIPTION
 DB0203
 DB0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0203'8.2 MI SW FROM LIGURTA.
 DB0203'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0203'STATION AND CAFE AT LIGURTA, THENCE 1.1 MILES SOUTH SOUTHEAST
 DB0203'ALONG A TRAIL ROAD LEADING TO THE ABANDONED FORTUNA MINE, 0.7 MILE
 DB0203'SOUTH SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0203'PROJECTS 16 FEET AND IS NUMBER 23, 52 FEET NORTHEAST OF THE CENTER
 DB0203'LINE OF THE TRAIL ROAD, 1.8 FEET WEST OF A METAL WITNESS POST,
 DB0203'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DB0203'PROJECTING 6 INCHES.
 DB0203
 DB0203                          STATION RECOVERY (1981)
 DB0203
 DB0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0203'SEARCHED FOR BUT NOT RECOVERED, AREA NOW A RESIDENTIAL DEVELOPMENT AND
 DB0203'THE MANAGEMENT REPORTED THE MARK AS DESTROYED.
 DB0203
 DB0203                          STATION RECOVERY (1981)
 DB0203
 DB0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0203'SEARCHED FOR BUT NOT RECOVERED, AREA NOW A RESIDENTIAL DEVELOPMENT AND
 DB0203'THE MANAGEMENT REPORTED THE MARK AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1128 ***********************************************************************
 DA1128  DESIGNATION -  P 351
 DA1128  PID         -  DA1128
 DA1128  STATE/COUNTY-  AZ/YUMA
 DA1128  USGS QUAD   -  MOHAWK SE (1965)
 DA1128
 DA1128                         *CURRENT SURVEY CONTROL
 DA1128  ___________________________________________________________________
 DA1128* NAD 83(1986)-  32 36 08.     (N)    113 46 16.     (W)     SCALED    
 DA1128* NAVD 88     -       141.27   (+/-2cm)     463.5    (feet)  VERTCON   
 DA1128  ___________________________________________________________________
 DA1128  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DA1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1128
 DA1128.The horizontal coordinates were scaled from a topographic map and have
 DA1128.an estimated accuracy of +/- 6 seconds.
 DA1128
 DA1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1128.The vertical order pertains to the NGVD 29 superseded value.
 DA1128
 DA1128.The geoid height was determined by GEOID03.
 DA1128
 DA1128;                    North         East    Units  Estimated Accuracy
 DA1128;SPC AZ W     -   177,650.      211,380.      MT  (+/- 180 meters Scaled)
 DA1128
 DA1128                          SUPERSEDED SURVEY CONTROL
 DA1128
 DA1128  NGVD 29 (??/??/92)  140.618  (m)          461.34   (f) ADJ UNCH    2 0
 DA1128
 DA1128.Superseded values are not recommended for survey control.
 DA1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1128.See file dsdata.txt to determine how the superseded data were derived.
 DA1128
 DA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB399105(NAD 83)
 DA1128_MARKER: DB = BENCH MARK DISK
 DA1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1128_STAMPING: P 351 1962
 DA1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1128+STABILITY: SURFACE MOTION
 DA1128
 DA1128  HISTORY     - Date     Condition        Report By
 DA1128  HISTORY     - 1962     MONUMENTED       CGS
 DA1128
 DA1128                          STATION DESCRIPTION
 DA1128
 DA1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1128'15.3 MI SE FROM TACNA.
 DA1128'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1128'TACNA.  THENCE 9.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1128'WELL, 1.6 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1128'WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 45 FEET SOUTHWEST OF THE
 DA1128'CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 DA1128'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1128'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1023 ***********************************************************************
 DA1023  DESIGNATION -  P 352
 DA1023  PID         -  DA1023
 DA1023  STATE/COUNTY-  AZ/YUMA
 DA1023  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1023
 DA1023                         *CURRENT SURVEY CONTROL
 DA1023  ___________________________________________________________________
 DA1023* NAD 83(1986)-  32 27 08.     (N)    113 31 28.     (W)     SCALED    
 DA1023* NAVD 88     -       218.41   (+/-2cm)     716.6    (feet)  VERTCON   
 DA1023  ___________________________________________________________________
 DA1023  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DA1023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1023
 DA1023.The horizontal coordinates were scaled from a topographic map and have
 DA1023.an estimated accuracy of +/- 6 seconds.
 DA1023
 DA1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1023.The vertical order pertains to the NGVD 29 superseded value.
 DA1023
 DA1023.The geoid height was determined by GEOID03.
 DA1023
 DA1023;                    North         East    Units  Estimated Accuracy
 DA1023;SPC AZ W     -   161,040.      234,570.      MT  (+/- 180 meters Scaled)
 DA1023
 DA1023                          SUPERSEDED SURVEY CONTROL
 DA1023
 DA1023  NGVD 29 (??/??/92)  217.769  (m)          714.46   (f) ADJ UNCH    2 0
 DA1023
 DA1023.Superseded values are not recommended for survey control.
 DA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1023.See file dsdata.txt to determine how the superseded data were derived.
 DA1023
 DA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA626933(NAD 83)
 DA1023_MARKER: DB = BENCH MARK DISK
 DA1023_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1023_SP_SET: 8 FT
 DA1023_STAMPING: P 352 1962
 DA1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1023
 DA1023  HISTORY     - Date     Condition        Report By
 DA1023  HISTORY     - 1962     MONUMENTED       CGS
 DA1023
 DA1023                          STATION DESCRIPTION
 DA1023
 DA1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1023'20.85 MI W FROM TONY TANK.
 DA1023'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA1023'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA1023'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA1023'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.85 MILES SOUTH SOUTHWEST ALONG A
 DA1023'TRAIL ROAD THROUGH THE PASS.  THENCE 2.1 MILES WEST ALONG A DIM TRAIL
 DA1023'ROAD, 1.6 MILES WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA1023'PROJECTS 16 FEET AND IS NUMBERED 40, 78 FEET SOUTH OF A LONE MESQUITE
 DA1023'TREE, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 97 FEET
 DA1023'SOUTH OF THE CENTER LINE OF A SMALL SANDY WASH, 2.0 FEET NORTHWEST OF
 DA1023'A METAL WITNESS POST, CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN
 DA1023'TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8
 DA1023'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0780 ***********************************************************************
 DA0780  DESIGNATION -  P 353
 DA0780  PID         -  DA0780
 DA0780  STATE/COUNTY-  AZ/MARICOPA
 DA0780  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0780
 DA0780                         *CURRENT SURVEY CONTROL
 DA0780  ___________________________________________________________________
 DA0780* NAD 83(1986)-  32 37 55.     (N)    113 16 01.     (W)     SCALED    
 DA0780* NAVD 88     -       218.13   (+/-2cm)     715.6    (feet)  VERTCON   
 DA0780  ___________________________________________________________________
 DA0780  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DA0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0780
 DA0780.The horizontal coordinates were scaled from a topographic map and have
 DA0780.an estimated accuracy of +/- 6 seconds.
 DA0780
 DA0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0780.The vertical order pertains to the NGVD 29 superseded value.
 DA0780
 DA0780.The geoid height was determined by GEOID03.
 DA0780
 DA0780;                    North         East    Units  Estimated Accuracy
 DA0780;SPC AZ C     -   181,740.       86,660.      MT  (+/- 180 meters Scaled)
 DA0780
 DA0780                          SUPERSEDED SURVEY CONTROL
 DA0780
 DA0780  NGVD 29 (??/??/92)  217.516  (m)          713.63   (f) ADJ UNCH    2 0
 DA0780
 DA0780.Superseded values are not recommended for survey control.
 DA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0780.See file dsdata.txt to determine how the superseded data were derived.
 DA0780
 DA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB873127(NAD 83)
 DA0780_MARKER: DB = BENCH MARK DISK
 DA0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0780_STAMPING: P 353 1961
 DA0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0780+STABILITY: SURFACE MOTION
 DA0780
 DA0780  HISTORY     - Date     Condition        Report By
 DA0780  HISTORY     - 1961     MONUMENTED       CGS
 DA0780  HISTORY     - 1962     GOOD             NGS
 DA0780
 DA0780                          STATION DESCRIPTION
 DA0780
 DA0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0780'20.75 MI SSE FROM SENTINEL.
 DA0780'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0780'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0780'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 4.5
 DA0780'MILES SOUTH ALONG A DIM TRAIL ROAD. THENCE 5.4 MILES SOUTHEAST ALONG A
 DA0780'DIM TRAIL ROAD, 1.6 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0780'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 34, 0.75 MILE
 DA0780'NORTH OF THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD, 20 FEET WEST
 DA0780'OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST,
 DA0780'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0668 ***********************************************************************
 DA0668  DESIGNATION -  P 354
 DA0668  PID         -  DA0668
 DA0668  STATE/COUNTY-  AZ/MARICOPA
 DA0668  USGS QUAD   -  GILA BEND (1973)
 DA0668
 DA0668                         *CURRENT SURVEY CONTROL
 DA0668  ___________________________________________________________________
 DA0668* NAD 83(1986)-  32 55 09.     (N)    112 38 46.     (W)     SCALED    
 DA0668* NAVD 88     -       275.94   (+/-2cm)     905.3    (feet)  VERTCON   
 DA0668  ___________________________________________________________________
 DA0668  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0668
 DA0668.The horizontal coordinates were scaled from a topographic map and have
 DA0668.an estimated accuracy of +/- 6 seconds.
 DA0668
 DA0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0668.The vertical order pertains to the NGVD 29 superseded value.
 DA0668
 DA0668.The geoid height was determined by GEOID03.
 DA0668
 DA0668;                    North         East    Units  Estimated Accuracy
 DA0668;SPC AZ C     -   213,020.      145,140.      MT  (+/- 180 meters Scaled)
 DA0668
 DA0668                          SUPERSEDED SURVEY CONTROL
 DA0668
 DA0668  NGVD 29 (??/??/92)  275.321  (m)          903.28   (f) ADJ UNCH    2 0
 DA0668
 DA0668.Superseded values are not recommended for survey control.
 DA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0668.See file dsdata.txt to determine how the superseded data were derived.
 DA0668
 DA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB460435(NAD 83)
 DA0668_MARKER: DB = BENCH MARK DISK
 DA0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0668_STAMPING: P 354 1960
 DA0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0668+STABILITY: SURFACE MOTION
 DA0668
 DA0668  HISTORY     - Date     Condition        Report By
 DA0668  HISTORY     - 1960     MONUMENTED       CGS
 DA0668
 DA0668                          STATION DESCRIPTION
 DA0668
 DA0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0668'3.85 MI E FROM GILA BEND.
 DA0668'3.85 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0668'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 0.4 MILE EAST OF HIGHWAY MILE
 DA0668'POST 124, 95 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 DA0668'LANE, 72 FEET SOUTHWEST OF A PIPE CULVERT, 4.5 FEET WEST OF A METAL
 DA0668'WITNESS POST WITH SIGN, 1.2 FEET NORTH OF A FENCE LINE, SET IN A
 DA0668'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0341 ***********************************************************************
 CG0341  DESIGNATION -  P 355
 CG0341  PID         -  CG0341
 CG0341  STATE/COUNTY-  AZ/PIMA
 CG0341  USGS QUAD   -  THE NARROWS (1981)
 CG0341
 CG0341                         *CURRENT SURVEY CONTROL
 CG0341  ___________________________________________________________________
 CG0341* NAD 83(1986)-  31 58 43.     (N)    110 31 11.     (W)     SCALED    
 CG0341* NAVD 88     -      1154.548  (meters)    3787.88   (feet)  ADJUSTED  
 CG0341  ___________________________________________________________________
 CG0341  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CG0341  DYNAMIC HT  -        1152.842 (meters)    3782.28  (feet)  COMP
 CG0341  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 CG0341
 CG0341  VERT ORDER  -  FIRST     CLASS II
 CG0341
 CG0341.The horizontal coordinates were scaled from a topographic map and have
 CG0341.an estimated accuracy of +/- 6 seconds.
 CG0341
 CG0341.The orthometric height was determined by differential leveling
 CG0341.and adjusted in June 1991.
 CG0341
 CG0341.The geoid height was determined by GEOID03.
 CG0341
 CG0341.The dynamic height is computed by dividing the NAVD 88
 CG0341.geopotential number by the normal gravity value computed on the
 CG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0341.degrees latitude (g = 980.6199 gals.).
 CG0341
 CG0341.The modeled gravity was interpolated from observed gravity values.
 CG0341
 CG0341;                    North         East    Units  Estimated Accuracy
 CG0341;SPC AZ C     -   109,350.      345,390.      MT  (+/- 180 meters Scaled)
 CG0341
 CG0341                          SUPERSEDED SURVEY CONTROL
 CG0341
 CG0341  NGVD 29 (??/??/92) 1153.756  (m)         3785.28   (f) ADJ UNCH    1 2
 CG0341
 CG0341.Superseded values are not recommended for survey control.
 CG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0341.See file dsdata.txt to determine how the superseded data were derived.
 CG0341
 CG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA453381(NAD 83)
 CG0341_MARKER: DB = BENCH MARK DISK
 CG0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0341_STAMPING: P 355 1960
 CG0341_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0341+STABILITY: SURFACE MOTION
 CG0341
 CG0341  HISTORY     - Date     Condition        Report By
 CG0341  HISTORY     - 1960     MONUMENTED       CGS
 CG0341  HISTORY     - 1959     GOOD             NGS
 CG0341  HISTORY     - 1976     GOOD             USGS
 CG0341  HISTORY     - 1979     GOOD             NGS
 CG0341
 CG0341                          STATION DESCRIPTION
 CG0341
 CG0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0341'13.35 MI W FROM BENSON.
 CG0341'13.35 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON TO
 CG0341'HIGHWAY MILE POST 278, 133 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CG0341'BOUND TRAFFIC LANE, 1.8 FEET NORTH OF A FENCE LINE, 1.4 FEET EAST OF A
 CG0341'METAL WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CG0341
 CG0341                          STATION RECOVERY (1959)
 CG0341
 CG0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0341'RECOVERED IN GOOD CONDITION.
 CG0341
 CG0341                          STATION RECOVERY (1976)
 CG0341
 CG0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0341'13.6 MI W. ALONG US HWY 80 (I-HWY 10) FROM POST OFFICE IN BENSON;
 CG0341'0.55 MI W. OF AMOLE OVERPASS; 133 FT S. OF CENTERLINE OF EASTBOUND
 CG0341'TRAFFIC LANE, 1.8 FT. N. OF FENCE LINE, 1.4 FT. E. OF METAL WITNESS
 CG0341'POST; SET IN SQUARE CONCRETE POST PROJECTING 3 INCHES; NGS DISK
 CG0341'STAMPED "P 355 1960"
 CG0341
 CG0341                          STATION RECOVERY (1979)
 CG0341
 CG0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0341'13.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0341'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 292, AT AN OFFSET
 CG0341'IN THE SOUTH RIGHT-OF-WAY FENCE, 90 FEET SOUTH OF THE CENTERLINE OF
 CG0341'THE EASTBOUND LANE, 35 FEET EAST OF THE NORTH OFFSET FENCE CORNER
 CG0341'POST AND 1.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0341'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CG0341'THE MARK IS 6 FT BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0529 ***********************************************************************
 CY0529  DESIGNATION -  P 358
 CY0529  PID         -  CY0529
 CY0529  STATE/COUNTY-  AZ/COCHISE
 CY0529  USGS QUAD   -  LUZENA (1979)
 CY0529
 CY0529                         *CURRENT SURVEY CONTROL
 CY0529  ___________________________________________________________________
 CY0529* NAD 83(1986)-  32 20 13.     (N)    109 32 34.     (W)     SCALED    
 CY0529* NAVD 88     -      1187.744  (meters)    3896.79   (feet)  ADJUSTED  
 CY0529  ___________________________________________________________________
 CY0529  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0529  DYNAMIC HT  -        1185.996 (meters)    3891.06  (feet)  COMP
 CY0529  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CY0529
 CY0529  VERT ORDER  -  FIRST     CLASS II
 CY0529
 CY0529.The horizontal coordinates were scaled from a topographic map and have
 CY0529.an estimated accuracy of +/- 6 seconds.
 CY0529
 CY0529.The orthometric height was determined by differential leveling
 CY0529.and adjusted in June 1991.
 CY0529
 CY0529.The geoid height was determined by GEOID03.
 CY0529
 CY0529.The dynamic height is computed by dividing the NAVD 88
 CY0529.geopotential number by the normal gravity value computed on the
 CY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0529.degrees latitude (g = 980.6199 gals.).
 CY0529
 CY0529.The modeled gravity was interpolated from observed gravity values.
 CY0529
 CY0529;                    North         East    Units  Estimated Accuracy
 CY0529;SPC AZ E     -   148,400.      272,090.      MT  (+/- 180 meters Scaled)
 CY0529
 CY0529                          SUPERSEDED SURVEY CONTROL
 CY0529
 CY0529  NGVD 29 (??/??/92) 1186.958  (m)         3894.21   (f) ADJ UNCH    1 2
 CY0529
 CY0529.Superseded values are not recommended for survey control.
 CY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0529.See file dsdata.txt to determine how the superseded data were derived.
 CY0529
 CY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA371787(NAD 83)
 CY0529_MARKER: DB = BENCH MARK DISK
 CY0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0529_STAMPING: P 358 1960
 CY0529_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0529+STABILITY: SURFACE MOTION
 CY0529
 CY0529  HISTORY     - Date     Condition        Report By
 CY0529  HISTORY     - 1960     MONUMENTED       CGS
 CY0529  HISTORY     - 1979     GOOD             NGS
 CY0529
 CY0529                          STATION DESCRIPTION
 CY0529
 CY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0529'3.5 MI W FROM BOWIE.
 CY0529'3.5 MILES WEST OF INTERSECTION LIGHT AT BOWIE, ARIZONA, ON STATE
 CY0529'HIGHWAY 86, 0.15 MILE WEST OF MILEPOST 349, 98 FEET NORTH OF
 CY0529'CENTERLINE OF HIGHWAY, 2 FEET SOUTH OF WITNESS POST, 3 FEET SOUTH OF
 CY0529'FENCE, SET IN TOP OF 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CY0529
 CY0529                          STATION RECOVERY (1979)
 CY0529
 CY0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0529'6.1 KILOMETERS (3.8 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0529'RICHARDS AVENUE UNDERPASS AT BOWIE, 34.3 METERS (103 FEET) NORTH OF
 CY0529'THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 36.1 METERS (108
 CY0529'FEET) WEST OF A BRACED ANGLE IRON FENCE POST, 26.8 METERS (88 FEET)
 CY0529'NORTH-NORTHWEST OF MILE POST 361 AND 0.3 METER (1.0 FOOT) SOUTH OF
 CY0529'THE NORTH RIGHT-OF-WAY FENCE.
 CY0529'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0529'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0314 ***********************************************************************
 DA0314  DESIGNATION -  P 36
 DA0314  PID         -  DA0314
 DA0314  STATE/COUNTY-  AZ/PIMA
 DA0314  USGS QUAD   -  AJO NORTH (1990)
 DA0314
 DA0314                         *CURRENT SURVEY CONTROL
 DA0314  ___________________________________________________________________
 DA0314* NAD 83(1986)-  32 25 00.     (N)    112 50 57.     (W)     SCALED    
 DA0314* NAVD 88     -       475.955  (meters)    1561.53   (feet)  ADJUSTED  
 DA0314  ___________________________________________________________________
 DA0314  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0314  DYNAMIC HT  -         475.352 (meters)    1559.55  (feet)  COMP
 DA0314  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 DA0314
 DA0314  VERT ORDER  -  FIRST     CLASS II
 DA0314
 DA0314.The horizontal coordinates were scaled from a topographic map and have
 DA0314.an estimated accuracy of +/- 6 seconds.
 DA0314
 DA0314.The orthometric height was determined by differential leveling
 DA0314.and adjusted in June 1991.
 DA0314
 DA0314.The geoid height was determined by GEOID03.
 DA0314
 DA0314.The dynamic height is computed by dividing the NAVD 88
 DA0314.geopotential number by the normal gravity value computed on the
 DA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0314.degrees latitude (g = 980.6199 gals.).
 DA0314
 DA0314.The modeled gravity was interpolated from observed gravity values.
 DA0314
 DA0314;                    North         East    Units  Estimated Accuracy
 DA0314;SPC AZ C     -   157,450.      125,650.      MT  (+/- 180 meters Scaled)
 DA0314
 DA0314                          SUPERSEDED SURVEY CONTROL
 DA0314
 DA0314  NGVD 29 (??/??/92)  475.272  (m)         1559.29   (f) ADJ UNCH    1 2
 DA0314
 DA0314.Superseded values are not recommended for survey control.
 DA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0314.See file dsdata.txt to determine how the superseded data were derived.
 DA0314
 DA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA261881(NAD 83)
 DA0314_MARKER: DB = BENCH MARK DISK
 DA0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0314_STAMPING: P 36 1933 1559.475
 DA0314_PROJECTION: FLUSH
 DA0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0314+STABILITY: SURFACE MOTION
 DA0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0314+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0314
 DA0314  HISTORY     - Date     Condition        Report By
 DA0314  HISTORY     - 1933     MONUMENTED       CGS
 DA0314  HISTORY     - 1953     GOOD             NGS
 DA0314  HISTORY     - 1980     GOOD             NGS
 DA0314  HISTORY     - 20060218 GOOD             USPSQD
 DA0314  HISTORY     - 20070603 GOOD             GEOCAC
 DA0314
 DA0314                          STATION DESCRIPTION
 DA0314
 DA0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0314'3.1 MI N FROM AJO.
 DA0314'3.1 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0314'THE STATION AT AJO, 13 1/2 POLES SOUTH OF MILEPOLE 40, 58 1/2 FEET
 DA0314'SOUTH OF POWER LINE POLE 63, 58.0 FEET EAST OF THE EAST RAIL, 36 FEET
 DA0314'EAST OF THE CENTER LINE OF A DIRT ROAD, 22 FEET WEST OF THE CENTER
 DA0314'LINE OF THE MOST EASTERLY ONE OF TWO 20-INCH WATER PIPE LINES, 2.0
 DA0314'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 DA0314'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 DA0314'GROUND.
 DA0314
 DA0314                          STATION RECOVERY (1980)
 DA0314
 DA0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0314'5.3 KM (3.3 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0314'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 1.0 KM (0.6 MI)
 DA0314'NORTHEAST OF RAILWAY MILEPOLE 41, 0.2 KM (0.1 MI) SOUTHWEST OF A
 DA0314'POWER LINE CROSSING, 17.7 METERS (58.0 FT) SOUTHEAST OF THE SOUTHEAST
 DA0314'RAIL, 17.9 METERS (58.5 FT) SOUTHWEST OF POWER POLE NUMBER 71, 10.7
 DA0314'METERS (35.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD
 DA0314'PARALLELING THE TRACKS.
 DA0314'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0314'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0314
 DA0314                          STATION RECOVERY (2006)
 DA0314
 DA0314'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0314'RECOVERED AS DESCRIBED.  NO SIGN. MARK IS NEAR 71.
 DA0314
 DA0314                          STATION RECOVERY (2007)
 DA0314
 DA0314'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0339 ***********************************************************************
 DV0339  DESIGNATION -  P 360
 DV0339  PID         -  DV0339
 DV0339  STATE/COUNTY-  AZ/PINAL
 DV0339  USGS QUAD   -  MARICOPA (1978)
 DV0339
 DV0339                         *CURRENT SURVEY CONTROL
 DV0339  ___________________________________________________________________
 DV0339* NAD 83(1986)-  33 03 22.     (N)    112 02 54.     (W)     SCALED    
 DV0339* NAVD 88     -       357.848  (meters)    1174.04   (feet)  ADJUSTED  
 DV0339  ___________________________________________________________________
 DV0339  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0339  DYNAMIC HT  -         357.416 (meters)    1172.62  (feet)  COMP
 DV0339  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 DV0339  OBS GRAVITY -     979,416.3   (mgal)                       GRAV_OBS
 DV0339
 DV0339  VERT ORDER  -  FIRST     CLASS II
 DV0339
 DV0339.The horizontal coordinates were scaled from a topographic map and have
 DV0339.an estimated accuracy of +/- 6 seconds.
 DV0339
 DV0339.The orthometric height was determined by differential leveling
 DV0339.and adjusted in June 1991.
 DV0339
 DV0339.The geoid height was determined by GEOID03.
 DV0339
 DV0339.The dynamic height is computed by dividing the NAVD 88
 DV0339.geopotential number by the normal gravity value computed on the
 DV0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0339.degrees latitude (g = 980.6199 gals.).
 DV0339
 DV0339.The modeled gravity was interpolated from observed gravity values.
 DV0339.The observed gravity was obtained from relative gravimeter ties
 DV0339.to the IGSN71 gravity network.
 DV0339
 DV0339;                    North         East    Units  Estimated Accuracy
 DV0339;SPC AZ C     -   227,980.      201,060.      MT  (+/- 180 meters Scaled)
 DV0339
 DV0339                          SUPERSEDED SURVEY CONTROL
 DV0339
 DV0339  NGVD 29 (??/??/92)  357.765  (m)         1173.77   (f) ADJ UNCH    1 2
 DV0339
 DV0339.Superseded values are not recommended for survey control.
 DV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0339.See file dsdata.txt to determine how the superseded data were derived.
 DV0339
 DV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB021579(NAD 83)
 DV0339_MARKER: DB = BENCH MARK DISK
 DV0339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0339_SP_SET: 16 FEET
 DV0339_STAMPING: P 360 1967
 DV0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0339
 DV0339  HISTORY     - Date     Condition        Report By
 DV0339  HISTORY     - 1967     MONUMENTED       CGS
 DV0339  HISTORY     - 1980     POOR             NGS
 DV0339  HISTORY     - 1980     POOR             NGS
 DV0339  HISTORY     - 19980719 POOR             NGS
 DV0339  HISTORY     - 20070912 MARK NOT FOUND   GEOCAC
 DV0339
 DV0339                          STATION DESCRIPTION
 DV0339
 DV0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0339'IN MARICOPA.
 DV0339'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0339'MARICOPA, IN S 27, T 4 S, R 3 E, 100 FEET EAST OF THE CENTER LINE OF
 DV0339'THE PAVED ROAD, 161 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF
 DV0339'THE SOUTHERN PACIFIC RAILROAD, 66 FEET NORTH OF THE NORTH RAIL OF A
 DV0339'SIDE TRACK, 145 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 27 FEET
 DV0339'SOUTHWEST OF A 36-INCH CEDAR TREE, 16 FEET WEST OF A POWER POLE BRACED
 DV0339'BY 3 GUY WIRES, 5 FEET EAST OF AN ANCHOR FOR A GUY WIRE, 15 FEET
 DV0339'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL METAL BUILDING, 1.3 FEET
 DV0339'WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 DV0339'TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 DV0339'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING
 DV0339'10 INCHES.
 DV0339
 DV0339                          STATION RECOVERY (1980)
 DV0339
 DV0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0339'MARK RECOVERED IN POOR CONDITION.
 DV0339
 DV0339                          STATION RECOVERY (1980)
 DV0339
 DV0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0339'MARK RECOVERED IN POOR CONDITION.
 DV0339
 DV0339                          STATION RECOVERY (1998)
 DV0339
 DV0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 DV0339'MARK DISTURBED.  ROD IS IN PLACE, HOWEVER, THE DISK HAS BEEN REMOVED.
 DV0339'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
 DV0339
 DV0339                          STATION RECOVERY (2007)
 DV0339
 DV0339'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0339'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0339'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1069 ***********************************************************************
 DV1069  DESIGNATION -  P 362
 DV1069  PID         -  DV1069
 DV1069  STATE/COUNTY-  AZ/MARICOPA
 DV1069  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1069
 DV1069                         *CURRENT SURVEY CONTROL
 DV1069  ___________________________________________________________________
 DV1069* NAD 83(1986)-  33 28 03.     (N)    113 00 42.     (W)     SCALED    
 DV1069* NAVD 88     -       371.614  (meters)    1219.20   (feet)  ADJUSTED  
 DV1069  ___________________________________________________________________
 DV1069  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1069  DYNAMIC HT  -         371.188 (meters)    1217.81  (feet)  COMP
 DV1069  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 DV1069
 DV1069  VERT ORDER  -  FIRST     CLASS II
 DV1069
 DV1069.The horizontal coordinates were scaled from a topographic map and have
 DV1069.an estimated accuracy of +/- 6 seconds.
 DV1069
 DV1069.The orthometric height was determined by differential leveling
 DV1069.and adjusted in June 1991.
 DV1069
 DV1069.The geoid height was determined by GEOID03.
 DV1069
 DV1069.The dynamic height is computed by dividing the NAVD 88
 DV1069.geopotential number by the normal gravity value computed on the
 DV1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1069.degrees latitude (g = 980.6199 gals.).
 DV1069
 DV1069.The modeled gravity was interpolated from observed gravity values.
 DV1069
 DV1069;                    North         East    Units  Estimated Accuracy
 DV1069;SPC AZ C     -   274,130.      111,580.      MT  (+/- 180 meters Scaled)
 DV1069
 DV1069                          SUPERSEDED SURVEY CONTROL
 DV1069
 DV1069  NGVD 29 (??/??/92)  370.974  (m)         1217.10   (f) ADJ UNCH    1 2
 DV1069
 DV1069.Superseded values are not recommended for survey control.
 DV1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1069.See file dsdata.txt to determine how the superseded data were derived.
 DV1069
 DV1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC130049(NAD 83)
 DV1069_MARKER: DB = BENCH MARK DISK
 DV1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1069_STAMPING: P 362 1967
 DV1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1069+STABILITY: SURFACE MOTION
 DV1069
 DV1069  HISTORY     - Date     Condition        Report By
 DV1069  HISTORY     - 1967     MONUMENTED       CGS
 DV1069  HISTORY     - 1981     GOOD             NGS
 DV1069
 DV1069                          STATION DESCRIPTION
 DV1069
 DV1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV1069'10.3 MI SW FROM TONOPAH.
 DV1069'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1069'TONOPAH, THENCE 3.45 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD, IN
 DV1069'SECTION 31, T 2 N, R 8 W, 0.6 MILE EAST OF THE CREST OF A HILL WHICH
 DV1069'FORMS A SMALL PASS BETWEEN TWO HILLS, 0.25 MILE EAST OF A POND WHICH
 DV1069'IS LOCATED ON THE NORTH SIDE OF THE ROAD, 131 FEET NORTHWEST OF THE
 DV1069'CENTER OF A JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING SOUTH, 59
 DV1069'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTH OF A METAL
 DV1069'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 DV1069'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 DV1069
 DV1069                          STATION RECOVERY (1981)
 DV1069
 DV1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1038 ***********************************************************************
 CZ1038  DESIGNATION -  P 363
 CZ1038  PID         -  CZ1038
 CZ1038  STATE/COUNTY-  AZ/PINAL
 CZ1038  USGS QUAD   -  ELOY NORTH (1992)
 CZ1038
 CZ1038                         *CURRENT SURVEY CONTROL
 CZ1038  ___________________________________________________________________
 CZ1038* NAD 83(1986)-  32 47 03.     (N)    111 36 26.     (W)     SCALED    
 CZ1038* NAVD 88     -       462.490  (meters)    1517.35   (feet)  ADJUSTED  
 CZ1038  ___________________________________________________________________
 CZ1038  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1038  DYNAMIC HT  -         461.913 (meters)    1515.46  (feet)  COMP
 CZ1038  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 CZ1038  OBS GRAVITY -     979,374.8   (mgal)                       GRAV_OBS
 CZ1038
 CZ1038  VERT ORDER  -  FIRST     CLASS II
 CZ1038
 CZ1038.The horizontal coordinates were scaled from a topographic map and have
 CZ1038.an estimated accuracy of +/- 6 seconds.
 CZ1038
 CZ1038.The orthometric height was determined by differential leveling
 CZ1038.and adjusted in November 1993.
 CZ1038
 CZ1038.The geoid height was determined by GEOID03.
 CZ1038
 CZ1038.The dynamic height is computed by dividing the NAVD 88
 CZ1038.geopotential number by the normal gravity value computed on the
 CZ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1038.degrees latitude (g = 980.6199 gals.).
 CZ1038
 CZ1038.The modeled gravity was interpolated from observed gravity values.
 CZ1038.The observed gravity was obtained from relative gravimeter ties
 CZ1038.to the IGSN71 gravity network.
 CZ1038
 CZ1038;                    North         East    Units  Estimated Accuracy
 CZ1038;SPC AZ C     -   197,860.      242,350.      MT  (+/- 180 meters Scaled)
 CZ1038
 CZ1038                          SUPERSEDED SURVEY CONTROL
 CZ1038
 CZ1038  NAVD 88 (06/15/91)  462.574  (m)         1517.63   (f) UNKNOWN     1 2
 CZ1038  NGVD 29 (??/??/92)  462.285  (m)         1516.68   (f) ADJ UNCH    1 2
 CZ1038
 CZ1038.Superseded values are not recommended for survey control.
 CZ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1038.See file dsdata.txt to determine how the superseded data were derived.
 CZ1038
 CZ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB431275(NAD 83)
 CZ1038_MARKER: DB = BENCH MARK DISK
 CZ1038_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1038_SP_SET: COPPER-CLAD STEEL ROD
 CZ1038_STAMPING: P 363 1967
 CZ1038_MARK LOGO: CGS   
 CZ1038_PROJECTION: PROJECTING 9 CENTIMETERS
 CZ1038_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1038+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1038_ROD/PIPE-DEPTH: 4.6  meters
 CZ1038
 CZ1038  HISTORY     - Date     Condition        Report By
 CZ1038  HISTORY     - 1967     MONUMENTED       CGS
 CZ1038  HISTORY     - 1980     GOOD             NGS
 CZ1038  HISTORY     - 1980     GOOD             NGS
 CZ1038  HISTORY     - 1984     GOOD             NGS
 CZ1038  HISTORY     - 19911205 GOOD             NGS
 CZ1038  HISTORY     - 20031130 GOOD             NGS
 CZ1038  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1038
 CZ1038                          STATION DESCRIPTION
 CZ1038
 CZ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1038'3.8 MI NW FROM ELOY.
 CZ1038'ABOUT 3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1038'STATION AT ELOY, IN S 27, T 7 S, R 7 E, 16 POLES SOUTHEAST OF MILEPOST
 CZ1038'NUMBER 929, 15 POLES NORTHWEST OF MILEPOST NUMBER 930, 47 FEET
 CZ1038'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 91 FEET SOUTHWEST OF THE
 CZ1038'CENTER LINE OF STATE HIGHWAY 84, 6 1/2 FEET NORTHWEST OF A TELEGRAPH
 CZ1038'POLE, IN LINE WITH A ROW OF POLES, 1.9 FEET SOUTHEAST OF A METAL
 CZ1038'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE
 CZ1038'TOP OF A 5/8-INCH COPPER COATED ROAD THAT IS DRIVEN TO A DEPTH OF 15
 CZ1038'FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 4 INCHES.
 CZ1038
 CZ1038                          STATION RECOVERY (1980)
 CZ1038
 CZ1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1038'THE MARK IS 1.3 M BELOW THE TRACKS.
 CZ1038'17.1 KILOMETERS (10.65 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1038'RAILROAD FROM THE STATION AT CASA GRANDE, 0.7 KILOMETER (0.45 MILE)
 CZ1038'SOUTHEAST OF RAILROAD MILE POST 929, 14.3 METERS (47 FEET) NORTHEAST
 CZ1038'OF THE NORTHEAST RAIL OF THE TRACKS, 66.7 METERS (219 FEET) WEST OF
 CZ1038'STATE HIGHWAY 84 MILE POST 189 AND 27.7 METERS (91 FEET) SOUTHWEST OF
 CZ1038'THE CENTERLINE OF THE HIGHWAY.
 CZ1038'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1038
 CZ1038                          STATION RECOVERY (1980)
 CZ1038
 CZ1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1038'THE MARK IS 1.3 M BELOW THE TRACKS.
 CZ1038'17.1 KILOMETERS (10.65 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1038'RAILROAD FROM THE STATION AT CASA GRANDE, 0.7 KILOMETER (0.45 MILE)
 CZ1038'SOUTHEAST OF RAILROAD MILE POST 929, 14.3 METERS (47 FEET) NORTHEAST
 CZ1038'OF THE NORTHEAST RAIL OF THE TRACKS, 66.7 METERS (219 FEET) WEST OF
 CZ1038'STATE HIGHWAY 84 MILE POST 189 AND 27.7 METERS (91 FEET) SOUTHWEST OF
 CZ1038'THE CENTERLINE OF THE HIGHWAY.
 CZ1038'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1038
 CZ1038                          STATION RECOVERY (1984)
 CZ1038
 CZ1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1038'RECOVERED IN GOOD CONDITION.
 CZ1038
 CZ1038                          STATION RECOVERY (1991)
 CZ1038
 CZ1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1038'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1038'ELOY, THENCE 6.1 KM (3.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1038'0.5 KM (0.30 MI) NORTHWEST OF THE INTERSECTION OF ESTRELLA ROAD,
 CZ1038'110.7 M (363.2 FT) SOUTHEAST OF AN UNDERGROUND PIPELINE WARNING SIGN,
 CZ1038'27.6 M (90.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.4 M (47.2
 CZ1038'FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.0
 CZ1038'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 CZ1038'SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 CZ1038'IRON PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 CZ1038
 CZ1038                          STATION RECOVERY (2003)
 CZ1038
 CZ1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1038'TELEGRAPH POLE HAS BEEN CUT DOWN WITH STUMP REMAINING ADJACENT TO
 CZ1038'MARK.  NOW THE UNION PACIFIC RR.  STATION AT MILEPOST 188.9 OF AZ 84 =
 CZ1038'JIMMIE KERR BLVD.
 CZ1038
 CZ1038                          STATION RECOVERY (2007)
 CZ1038
 CZ1038'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0676 ***********************************************************************
 DU0676  DESIGNATION -  P 364
 DU0676  PID         -  DU0676
 DU0676  STATE/COUNTY-  AZ/MARICOPA
 DU0676  USGS QUAD   -  SACATON NE (1978)
 DU0676
 DU0676                         *CURRENT SURVEY CONTROL
 DU0676  ___________________________________________________________________
 DU0676* NAD 83(1986)-  33 13 08.     (N)    111 34 57.     (W)     SCALED    
 DU0676* NAVD 88     -       444.060  (meters)    1456.89   (feet)  ADJUSTED  
 DU0676  ___________________________________________________________________
 DU0676  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU0676  DYNAMIC HT  -         443.523 (meters)    1455.12  (feet)  COMP
 DU0676  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 DU0676  OBS GRAVITY -     979,415.5   (mgal)                       GRAV_OBS
 DU0676
 DU0676  VERT ORDER  -  FIRST     CLASS II
 DU0676
 DU0676.The horizontal coordinates were scaled from a topographic map and have
 DU0676.an estimated accuracy of +/- 6 seconds.
 DU0676
 DU0676.The orthometric height was determined by differential leveling
 DU0676.and adjusted in November 1993.
 DU0676
 DU0676.The geoid height was determined by GEOID03.
 DU0676
 DU0676.The dynamic height is computed by dividing the NAVD 88
 DU0676.geopotential number by the normal gravity value computed on the
 DU0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0676.degrees latitude (g = 980.6199 gals.).
 DU0676
 DU0676.The modeled gravity was interpolated from observed gravity values.
 DU0676.The observed gravity was obtained from relative gravimeter ties
 DU0676.to the IGSN71 gravity network.
 DU0676
 DU0676;                    North         East    Units  Estimated Accuracy
 DU0676;SPC AZ C     -   246,080.      244,510.      MT  (+/- 180 meters Scaled)
 DU0676
 DU0676                          SUPERSEDED SURVEY CONTROL
 DU0676
 DU0676  NGVD 29 (??/??/92)  444.248  (m)         1457.50   (f) ADJ UNCH    1 2
 DU0676
 DU0676.Superseded values are not recommended for survey control.
 DU0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0676.See file dsdata.txt to determine how the superseded data were derived.
 DU0676
 DU0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB457757(NAD 83)
 DU0676_MARKER: DB = BENCH MARK DISK
 DU0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU0676_SP_SET: COPPER-CLAD STEEL ROD
 DU0676_STAMPING: P 364 1967
 DU0676_MARK LOGO: CGS   
 DU0676_MAGNETIC: I = MARKER IS A STEEL ROD
 DU0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0676+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 DU0676
 DU0676  HISTORY     - Date     Condition        Report By
 DU0676  HISTORY     - 1967     MONUMENTED       CGS
 DU0676  HISTORY     - 19920111 GOOD             NGS
 DU0676  HISTORY     - 20061020 GOOD             GEOCAC
 DU0676
 DU0676                          STATION DESCRIPTION
 DU0676
 DU0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0676'4.2 MI SE FROM QUEEN CREEK.
 DU0676'ABOUT 0.4 MILE SOUTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0676'SCHOOL AT QUEEN CREEK, THENCE 3.8 MILES SOUTHEAST ALONG THE SOUTHERN
 DU0676'PACIFIC RAILROAD, IN S 25, T 2 S, R 7 E, 0.1 MILE SOUTHEAST OF A
 DU0676'LOADING DOCK, 27 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 2
 DU0676'FEET NORTHEAST OF MILEPOST 942, 103 FEET NORTHEAST OF THE CENTER LINE
 DU0676'OF A ROAD WHICH PARALLELS THE TRACKS, 102 FEET NORTH OF THE CENTER
 DU0676'LINE OF A ROAD WHICH LEADS EAST, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 DU0676'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 DU0676'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 25 FEET AND IS
 DU0676'ENCASED IN A 5-INCH IRON PIPE PROJECTING 2 INCHES.
 DU0676
 DU0676                          STATION RECOVERY (1992)
 DU0676
 DU0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0676'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0676'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0676'THENCE 4.8 KM (3.00 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0676'RAILROAD, 31.4 M (103.0 FT) NORTHEAST OF THE CENTERLINE OF
 DU0676'RITTENHOUSE ROAD, 29.4 M (96.5 FT) NORTH OF THE CENTER OF RIGGS ROAD,
 DU0676'7.6 M (24.9 FT) SOUTHWEST OF THE NEAR RAIL, 1.1 M (3.6 FT) NORTHEAST
 DU0676'OF MILEPOST 942, 1.0 M (3.3 FT) BELOW THE LEVEL OF RITTENHOUSE ROAD,
 DU0676'AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS
 DU0676'ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DU0676
 DU0676                          STATION RECOVERY (2006)
 DU0676
 DU0676'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0015 ***********************************************************************
 DV0015  DESIGNATION -  P 365
 DV0015  PID         -  DV0015
 DV0015  STATE/COUNTY-  AZ/MARICOPA
 DV0015  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0015
 DV0015                         *CURRENT SURVEY CONTROL
 DV0015  ___________________________________________________________________
 DV0015* NAD 83(1986)-  33 33 09.     (N)    112 03 43.     (W)     SCALED    
 DV0015* NAVD 88     -       378.65   (+/-2cm)    1242.3    (feet)  VERTCON   
 DV0015  ___________________________________________________________________
 DV0015  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0015  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0015
 DV0015.The horizontal coordinates were scaled from a topographic map and have
 DV0015.an estimated accuracy of +/- 6 seconds.
 DV0015
 DV0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0015.The vertical order pertains to the NGVD 29 superseded value.
 DV0015
 DV0015.The geoid height was determined by GEOID03.
 DV0015
 DV0015;                    North         East    Units  Estimated Accuracy
 DV0015;SPC AZ C     -   283,030.      199,870.      MT  (+/- 180 meters Scaled)
 DV0015
 DV0015                          SUPERSEDED SURVEY CONTROL
 DV0015
 DV0015  NGVD 29 (??/??/92)  378.091  (m)         1240.45   (f) ADJ UNCH    1 2
 DV0015
 DV0015.Superseded values are not recommended for survey control.
 DV0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0015.See file dsdata.txt to determine how the superseded data were derived.
 DV0015
 DV0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC014130(NAD 83)
 DV0015_MARKER: DB = BENCH MARK DISK
 DV0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0015_SP_SET: BRIDGE WING WALL
 DV0015_STAMPING: P 365 1967
 DV0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0015
 DV0015  HISTORY     - Date     Condition        Report By
 DV0015  HISTORY     - 1967     MONUMENTED       CGS
 DV0015  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0015  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DV0015
 DV0015                          STATION DESCRIPTION
 DV0015
 DV0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0015'1.1 MI SE FROM SUNNYSLOPE.
 DV0015'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0015'SUNNYSLOPE, THENCE 0.5 MILE SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0015'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, AT THE INTERSECTION
 DV0015'OF THE DIRT ROAD AND EAST NORTHERN AVENUE, 16 FEET EAST OF THE CENTER
 DV0015'LINE OF THE DIRT ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 DV0015'SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE WING WALL OF
 DV0015'THE EAST NORTHERN AVENUE BRIDGE OVER THE ARIZONA CANAL, ABOUT LEVEL
 DV0015'WITH THE DIRT ROAD, AND ABOUT 5 INCHES ABOVE THE LEVEL OF THE AVENUE.
 DV0015
 DV0015                          STATION RECOVERY (1981)
 DV0015
 DV0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0015'BELIEVED DESTROYED BY THE CONSTRUCTION OF A NEW BRIDGE.
 DV0015
 DV0015                          STATION RECOVERY (2007)
 DV0015
 DV0015'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1292 ***********************************************************************
 DV1292  DESIGNATION -  P 365 RESET
 DV1292  PID         -  DV1292
 DV1292  STATE/COUNTY-  AZ/MARICOPA
 DV1292  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1292
 DV1292                         *CURRENT SURVEY CONTROL
 DV1292  ___________________________________________________________________
 DV1292* NAD 83(1986)-  33 33 09.     (N)    112 03 43.     (W)     SCALED    
 DV1292* NAVD 88     -       378.18   (+/-2cm)    1240.7    (feet)  VERTCON   
 DV1292  ___________________________________________________________________
 DV1292  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV1292  VERT ORDER  -  THIRD (See Below)
 DV1292
 DV1292.The horizontal coordinates were scaled from a topographic map and have
 DV1292.an estimated accuracy of +/- 6 seconds.
 DV1292
 DV1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1292.The vertical order pertains to the NGVD 29 superseded value.
 DV1292
 DV1292.The geoid height was determined by GEOID03.
 DV1292
 DV1292;                    North         East    Units  Estimated Accuracy
 DV1292;SPC AZ C     -   283,030.      199,870.      MT  (+/- 180 meters Scaled)
 DV1292
 DV1292                          SUPERSEDED SURVEY CONTROL
 DV1292
 DV1292  NGVD 29 (03/28/06)  377.62   (m)         1238.9    (f) RESET       3  
 DV1292
 DV1292.Superseded values are not recommended for survey control.
 DV1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1292.See file dsdata.txt to determine how the superseded data were derived.
 DV1292
 DV1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC014130(NAD 83)
 DV1292_MARKER: DV = VERTICAL CONTROL DISK
 DV1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1292_STAMPING: P 365 RESET 1977
 DV1292_MARK LOGO: NGS   
 DV1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1292+STABILITY: SURFACE MOTION
 DV1292
 DV1292  HISTORY     - Date     Condition        Report By
 DV1292  HISTORY     - 1977     MONUMENTED       NGS
 DV1292  HISTORY     - 19810120 GOOD             NGS
 DV1292  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DV1292
 DV1292                          STATION DESCRIPTION
 DV1292
 DV1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1292'0.05 MILE (0.08 KM) EAST ALONG EAST NORTHERN AVENUE FROM THE
 DV1292'INTERSECTION OF EAST NORTHERN AVENUE AND 8TH STREET IN PHOENIX, THENCE
 DV1292'0.05 MILE (0.08 KM) SOUTH ALONG THE EAST SIDE OF THE ARIZONA CANAL TO
 DV1292'THE MARK ON THE LEFT, 331 FEET (100.9 M) SOUTH OF THE CENTER OF EAST
 DV1292'NORTHERN AVENUE, 40 FEET (12.2 M) EAST OF THE EAST BANK OF THE ARIZONA
 DV1292'CANAL, AND 1 FOOT (0.3 M) EAST OF A PAVED BICYCLE TRAIL, PROJECTS 1
 DV1292'INCH.
 DV1292
 DV1292                          STATION RECOVERY (2007)
 DV1292
 DV1292'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1292'A NEW BIKE PATH HAS BEEN BUILT A SHORT DISTANCE TO THE EAST, AND THE
 DV1292'OLD PATH WAS REMOVED. THE MARK WAS LIKELY DESTROYED AS WELL AT THAT
 DV1292'TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0083 ***********************************************************************
 DV0083  DESIGNATION -  P 366
 DV0083  PID         -  DV0083
 DV0083  STATE/COUNTY-  AZ/MARICOPA
 DV0083  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0083
 DV0083                         *CURRENT SURVEY CONTROL
 DV0083  ___________________________________________________________________
 DV0083* NAD 83(1986)-  33 42 38.     (N)    112 21 41.     (W)     SCALED    
 DV0083* NAVD 88     -       408.965  (meters)    1341.75   (feet)  ADJUSTED  
 DV0083  ___________________________________________________________________
 DV0083  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0083  DYNAMIC HT  -         408.490 (meters)    1340.19  (feet)  COMP
 DV0083  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV0083
 DV0083  VERT ORDER  -  FIRST     CLASS II
 DV0083
 DV0083.The horizontal coordinates were scaled from a topographic map and have
 DV0083.an estimated accuracy of +/- 6 seconds.
 DV0083
 DV0083.The orthometric height was determined by differential leveling
 DV0083.and adjusted in June 1991.
 DV0083
 DV0083.The geoid height was determined by GEOID03.
 DV0083
 DV0083.The dynamic height is computed by dividing the NAVD 88
 DV0083.geopotential number by the normal gravity value computed on the
 DV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0083.degrees latitude (g = 980.6199 gals.).
 DV0083
 DV0083.The modeled gravity was interpolated from observed gravity values.
 DV0083
 DV0083;                    North         East    Units  Estimated Accuracy
 DV0083;SPC AZ C     -   300,640.      172,140.      MT  (+/- 180 meters Scaled)
 DV0083
 DV0083                          SUPERSEDED SURVEY CONTROL
 DV0083
 DV0083  NGVD 29 (??/??/92)  408.334  (m)         1339.68   (f) ADJ UNCH    1 2
 DV0083
 DV0083.Superseded values are not recommended for survey control.
 DV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0083.See file dsdata.txt to determine how the superseded data were derived.
 DV0083
 DV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738308(NAD 83)
 DV0083_MARKER: DB = BENCH MARK DISK
 DV0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0083_SP_SET: 8 FEET
 DV0083_STAMPING: P 366 1967
 DV0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0083+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2009
 DV0083
 DV0083  HISTORY     - Date     Condition        Report By
 DV0083  HISTORY     - 1967     MONUMENTED       CGS
 DV0083  HISTORY     - 1981     GOOD             NGS
 DV0083  HISTORY     - 20071102 GOOD             GEOCAC
 DV0083  HISTORY     - 20090217 GOOD             SURPGS
 DV0083
 DV0083                          STATION DESCRIPTION
 DV0083
 DV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0083'10.3 MI NW FROM EL MIRAGE.
 DV0083'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0083'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 3.3 MILES
 DV0083'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0083'BEARDSLEY CANAL, IN SECTION 9, T 4 N, R 1 W, 125 YARDS NORTHEAST OF A
 DV0083'POINT WHERE THE CANAL GOES UNDERGROUND, 125 YARDS NORTHEAST OF THE
 DV0083'CENTER LINE OF A WASH, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DV0083'ROAD, 10 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 DV0083'POLES, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF A
 DV0083'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 DV0083'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 12 INCHES.
 DV0083
 DV0083                          STATION RECOVERY (1981)
 DV0083
 DV0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0083'RECOVERED IN GOOD CONDITION.
 DV0083
 DV0083                          STATION RECOVERY (2007)
 DV0083
 DV0083'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0083'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0083'THE DESCRIPTION - THERE IS NO TELEPHONE POLE IN THE AREA. HANDHELD
 DV0083'COORDINATES
 DV0083'33 42 38.6 (N)   112 21 39.7 (W)  (NAD 83).
 DV0083
 DV0083                          STATION RECOVERY (2009)
 DV0083
 DV0083'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0083'RECOVERED IN GOOD CONDITION AND INSTALLED NEW WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0216 ***********************************************************************
 DA0216  DESIGNATION -  P 37
 DA0216  PID         -  DA0216
 DA0216  STATE/COUNTY-  AZ/PIMA
 DA0216  USGS QUAD   -  MAISH VAYA (1990)
 DA0216
 DA0216                         *CURRENT SURVEY CONTROL
 DA0216  ___________________________________________________________________
 DA0216* NAD 83(1986)-  32 09 57.     (N)    112 07 32.     (W)     SCALED    
 DA0216* NAVD 88     -       768.17   (+/-2cm)    2520.2    (feet)  VERTCON   
 DA0216  ___________________________________________________________________
 DA0216  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DA0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0216
 DA0216.The horizontal coordinates were scaled from a topographic map and have
 DA0216.an estimated accuracy of +/- 6 seconds.
 DA0216
 DA0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0216.The vertical order pertains to the NGVD 29 superseded value.
 DA0216
 DA0216.The geoid height was determined by GEOID03.
 DA0216
 DA0216;                    North         East    Units  Estimated Accuracy
 DA0216;SPC AZ C     -   129,270.      193,660.      MT  (+/- 180 meters Scaled)
 DA0216
 DA0216                          SUPERSEDED SURVEY CONTROL
 DA0216
 DA0216  NGVD 29 (??/??/92)  767.447  (m)         2517.87   (f) ADJ UNCH    2 0
 DA0216
 DA0216.Superseded values are not recommended for survey control.
 DA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0216.See file dsdata.txt to determine how the superseded data were derived.
 DA0216
 DA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA938593(NAD 83)
 DA0216_MARKER: DB = BENCH MARK DISK
 DA0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0216_STAMPING: 2518.003 P 37 1933
 DA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0216+STABILITY: SURFACE MOTION
 DA0216
 DA0216  HISTORY     - Date     Condition        Report By
 DA0216  HISTORY     - 1933     MONUMENTED       CGS
 DA0216  HISTORY     - 1935     GOOD             NGS
 DA0216  HISTORY     - 20011116 GOOD             INDIV
 DA0216
 DA0216                          STATION DESCRIPTION
 DA0216
 DA0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA0216'24.8 MI NW FROM SELLS.
 DA0216'24.8 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 DA0216'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 0.5 MILE EAST OF
 DA0216'SAVAGES STORE (IN 1934), 300 FEET WEST OF AN INDIAN GRAVEYARD,
 DA0216'OPPOSITE A SMALL CLEARING ON THE NORTH SIDE OF THE HIGHWAY, AND 42
 DA0216'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DA0216'2518.003 P 37 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DA0216'INCHES ABOVE GROUND.
 DA0216
 DA0216                          STATION RECOVERY (2001)
 DA0216
 DA0216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BS)
 DA0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0958 ***********************************************************************
 CZ0958  DESIGNATION -  P 38
 CZ0958  PID         -  CZ0958
 CZ0958  STATE/COUNTY-  AZ/PIMA
 CZ0958  USGS QUAD   -  PAN TAK (1979)
 CZ0958
 CZ0958                         *CURRENT SURVEY CONTROL
 CZ0958  ___________________________________________________________________
 CZ0958* NAD 83(1986)-  32 02 47.     (N)    111 35 13.     (W)     SCALED    
 CZ0958* NAVD 88     -       931.60   (+/-2cm)    3056.4    (feet)  VERTCON   
 CZ0958  ___________________________________________________________________
 CZ0958  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0958
 CZ0958.The horizontal coordinates were scaled from a topographic map and have
 CZ0958.an estimated accuracy of +/- 6 seconds.
 CZ0958
 CZ0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0958.The vertical order pertains to the NGVD 29 superseded value.
 CZ0958
 CZ0958.The geoid height was determined by GEOID03.
 CZ0958
 CZ0958;                    North         East    Units  Estimated Accuracy
 CZ0958;SPC AZ C     -   116,060.      244,500.      MT  (+/- 180 meters Scaled)
 CZ0958
 CZ0958                          SUPERSEDED SURVEY CONTROL
 CZ0958
 CZ0958  NGVD 29 (??/??/92)  930.869  (m)         3054.03   (f) ADJ UNCH    2 0
 CZ0958
 CZ0958.Superseded values are not recommended for survey control.
 CZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0958.See file dsdata.txt to determine how the superseded data were derived.
 CZ0958
 CZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA445457(NAD 83)
 CZ0958_MARKER: DB = BENCH MARK DISK
 CZ0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0958_STAMPING: 3054.223 P 38 1933
 CZ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0958+STABILITY: SURFACE MOTION
 CZ0958
 CZ0958  HISTORY     - Date     Condition        Report By
 CZ0958  HISTORY     - 1933     MONUMENTED       CGS
 CZ0958  HISTORY     - 1934     GOOD             NGS
 CZ0958  HISTORY     - 1968     GOOD             NGS
 CZ0958  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0958  HISTORY     - 20020128 GOOD             INDIV
 CZ0958
 CZ0958                          STATION DESCRIPTION
 CZ0958
 CZ0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0958'20.5 MI NE FROM SELLS.
 CZ0958'20.5 MILES NORTHEAST OF SELLS, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0958'REACHED FROM SELLS BY GOING 14.8 MILES NORTHEAST ALONG STATE HIGHWAY
 CZ0958'86, THENCE 5.7 MILES NORTHEAST ALONG THE OLD AJO-TUCSON HIGHWAY.  IT
 CZ0958'IS 0.3 MILE SOUTHWEST OF A RISE, AND 48 FEET SOUTH OF THE CENTERLINE
 CZ0958'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 3054.223 P 38 1933 AND SET
 CZ0958'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CZ0958
 CZ0958                          STATION RECOVERY (1968)
 CZ0958
 CZ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0958'RECOVERED IN GOOD CONDITION.
 CZ0958
 CZ0958                          STATION RECOVERY (1999)
 CZ0958
 CZ0958'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0958'MARK NOT FOUND.
 CZ0958
 CZ0958                          STATION RECOVERY (2002)
 CZ0958
 CZ0958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CZ0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0287 ***********************************************************************
 FR0287  DESIGNATION -  P 385
 FR0287  PID         -  FR0287
 FR0287  STATE/COUNTY-  AZ/COCONINO
 FR0287  USGS QUAD   -  TRINITY MTN (1981)
 FR0287
 FR0287                         *CURRENT SURVEY CONTROL
 FR0287  ___________________________________________________________________
 FR0287* NAD 83(1986)-  35 23 13.     (N)    112 49 50.     (W)     SCALED    
 FR0287* NAVD 88     -      1633.569  (meters)    5359.47   (feet)  POSTED    
 FR0287  ___________________________________________________________________
 FR0287  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 FR0287  DYNAMIC HT  -        1631.360 (meters)    5352.22  (feet)  COMP
 FR0287  MODELED GRAV-     979,227.5   (mgal)                       NAVD 88
 FR0287
 FR0287  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0287
 FR0287.The horizontal coordinates were scaled from a topographic map and have
 FR0287.an estimated accuracy of +/- 6 seconds.
 FR0287
 FR0287.The orthometric height was determined by differential leveling
 FR0287.and adjusted by the  in 1992.
 FR0287.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0287.rate of 0.0 thru 1.0 mm/km.
 FR0287
 FR0287.The geoid height was determined by GEOID03.
 FR0287
 FR0287.The dynamic height is computed by dividing the NAVD 88
 FR0287.geopotential number by the normal gravity value computed on the
 FR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0287.degrees latitude (g = 980.6199 gals.).
 FR0287
 FR0287.The modeled gravity was interpolated from observed gravity values.
 FR0287
 FR0287;                    North         East    Units  Estimated Accuracy
 FR0287;SPC AZ C     -   486,880.      130,340.      MT  (+/- 180 meters Scaled)
 FR0287
 FR0287                          SUPERSEDED SURVEY CONTROL
 FR0287
 FR0287  NGVD 29 (??/??/92) 1632.625  (m)         5356.37   (f) ADJ UNCH    2 0
 FR0287
 FR0287.Superseded values are not recommended for survey control.
 FR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0287.See file dsdata.txt to determine how the superseded data were derived.
 FR0287
 FR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE337174(NAD 83)
 FR0287_MARKER: DB = BENCH MARK DISK
 FR0287_SETTING: 80 = SET IN A BOULDER
 FR0287_SP_SET: BOULDER
 FR0287_STAMPING: P 385 1968
 FR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0287+STABILITY: SURFACE MOTION
 FR0287
 FR0287  HISTORY     - Date     Condition        Report By
 FR0287  HISTORY     - 1968     MONUMENTED       CGS
 FR0287
 FR0287                          STATION DESCRIPTION
 FR0287
 FR0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0287'6.1 MI NE FROM SELIGMAN.
 FR0287'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0287'THE STATION AT SELIGMAN, THENCE 5.05 MILES NORTH ALONG A DIRT ROAD,
 FR0287'0.25 MILE NORTH OF THE CROSSING OF A DEEP WASH, AT A POINT WHERE THE
 FR0287'ROAD AND A CREEK PARALLELS, AT THE SOUTH END OF A CUT, IN THE TOP OF A
 FR0287'BOULDER PROJECTING 0.3 FOOT ABOVE THE GROUND, 17 FEET EAST OF THE
 FR0287'CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A WITNESS POST, AND ABOUT 4
 FR0287'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0306 ***********************************************************************
 FR0306  DESIGNATION -  P 386
 FR0306  PID         -  FR0306
 FR0306  STATE/COUNTY-  AZ/COCONINO
 FR0306  USGS QUAD   -  RHODES CANYON (1981)
 FR0306
 FR0306                         *CURRENT SURVEY CONTROL
 FR0306  ___________________________________________________________________
 FR0306* NAD 83(1986)-  35 34 01.     (N)    112 52 53.     (W)     SCALED    
 FR0306* NAVD 88     -      1816.330  (meters)    5959.08   (feet)  POSTED    
 FR0306  ___________________________________________________________________
 FR0306  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 FR0306  DYNAMIC HT  -        1813.880 (meters)    5951.04  (feet)  COMP
 FR0306  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 FR0306
 FR0306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0306
 FR0306.The horizontal coordinates were scaled from a topographic map and have
 FR0306.an estimated accuracy of +/- 6 seconds.
 FR0306
 FR0306.The orthometric height was determined by differential leveling
 FR0306.and adjusted by the  in 1992.
 FR0306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0306.rate of 0.0 thru 1.0 mm/km.
 FR0306
 FR0306.The geoid height was determined by GEOID03.
 FR0306
 FR0306.The dynamic height is computed by dividing the NAVD 88
 FR0306.geopotential number by the normal gravity value computed on the
 FR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0306.degrees latitude (g = 980.6199 gals.).
 FR0306
 FR0306.The modeled gravity was interpolated from observed gravity values.
 FR0306
 FR0306;                    North         East    Units  Estimated Accuracy
 FR0306;SPC AZ C     -   506,900.      125,910.      MT  (+/- 180 meters Scaled)
 FR0306
 FR0306                          SUPERSEDED SURVEY CONTROL
 FR0306
 FR0306  NGVD 29 (??/??/92) 1815.386  (m)         5955.98   (f) ADJ UNCH    2 0
 FR0306
 FR0306.Superseded values are not recommended for survey control.
 FR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0306.See file dsdata.txt to determine how the superseded data were derived.
 FR0306
 FR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE295375(NAD 83)
 FR0306_MARKER: DB = BENCH MARK DISK
 FR0306_SETTING: 66 = SET IN ROCK OUTCROP
 FR0306_SP_SET: LAVA OUTCROP
 FR0306_STAMPING: P 386 1968
 FR0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0306+STABILITY: POSITION/ELEVATION WELL
 FR0306
 FR0306  HISTORY     - Date     Condition        Report By
 FR0306  HISTORY     - 1968     MONUMENTED       CGS
 FR0306
 FR0306                          STATION DESCRIPTION
 FR0306
 FR0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0306'19.95 MI N FROM SELIGMAN.
 FR0306'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0306'THE STATION AT SELIGMAN, THENCE 18.9 MILES NORTH ALONG A DIRT ROAD, IN
 FR0306'THE TOP OF A LAVA OUTCROP, 18 FEET WEST OF THE CENTER LINE OF THE
 FR0306'ROAD, 72 FEET WEST OF A FENCE, 9 FEET EAST OF THE CENTER LINE OF THE
 FR0306'FORMER ROAD, 1.0 FOOT WEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 FR0306'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0055 ***********************************************************************
 FR0055  DESIGNATION -  P 387
 FR0055  PID         -  FR0055
 FR0055  STATE/COUNTY-  AZ/COCONINO
 FR0055  USGS QUAD   -  MARKHAM DAM (1980)
 FR0055
 FR0055                         *CURRENT SURVEY CONTROL
 FR0055  ___________________________________________________________________
 FR0055* NAD 83(1986)-  35 44 07.     (N)    112 24 58.     (W)     SCALED    
 FR0055* NAVD 88     -      1706.675  (meters)    5599.32   (feet)  POSTED    
 FR0055  ___________________________________________________________________
 FR0055  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FR0055  DYNAMIC HT  -        1704.470 (meters)    5592.08  (feet)  COMP
 FR0055  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 FR0055
 FR0055  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0055
 FR0055.The horizontal coordinates were scaled from a topographic map and have
 FR0055.an estimated accuracy of +/- 6 seconds.
 FR0055
 FR0055.The orthometric height was determined by differential leveling
 FR0055.and adjusted by the  in 1992.
 FR0055.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0055.rate of 0.0 thru 1.0 mm/km.
 FR0055
 FR0055.The geoid height was determined by GEOID03.
 FR0055
 FR0055.The dynamic height is computed by dividing the NAVD 88
 FR0055.geopotential number by the normal gravity value computed on the
 FR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0055.degrees latitude (g = 980.6199 gals.).
 FR0055
 FR0055.The modeled gravity was interpolated from observed gravity values.
 FR0055
 FR0055;                    North         East    Units  Estimated Accuracy
 FR0055;SPC AZ C     -   525,260.      168,180.      MT  (+/- 180 meters Scaled)
 FR0055
 FR0055                          SUPERSEDED SURVEY CONTROL
 FR0055
 FR0055  NGVD 29 (??/??/92) 1705.837  (m)         5596.57   (f) ADJ UNCH    2 0
 FR0055
 FR0055.Superseded values are not recommended for survey control.
 FR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0055.See file dsdata.txt to determine how the superseded data were derived.
 FR0055
 FR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE719555(NAD 83)
 FR0055_MARKER: DB = BENCH MARK DISK
 FR0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0055_SP_SET: FOUNDATION
 FR0055_STAMPING: P 387 1968
 FR0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0055
 FR0055  HISTORY     - Date     Condition        Report By
 FR0055  HISTORY     - 1968     MONUMENTED       CGS
 FR0055
 FR0055                          STATION DESCRIPTION
 FR0055
 FR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0055'9.55 MI W FROM WILLAHA.
 FR0055'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0055'THE SIDING SIGN AT WILLAHA, THENCE 8.75 MILES WEST ALONG A STEEL TOWER
 FR0055'POWER LINE, 3 TOWERS WEST OF BENCH MARK N 387, IN THE TOP OF THE
 FR0055'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 788, 52 FEET
 FR0055'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1/2 FOOT HIGHER THAN THE
 FR0055'ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0328 ***********************************************************************
 FR0328  DESIGNATION -  P 388
 FR0328  PID         -  FR0328
 FR0328  STATE/COUNTY-  AZ/COCONINO
 FR0328  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0328
 FR0328                         *CURRENT SURVEY CONTROL
 FR0328  ___________________________________________________________________
 FR0328* NAD 83(1986)-  35 41 13.     (N)    112 45 33.     (W)     SCALED    
 FR0328* NAVD 88     -      1823.694  (meters)    5983.24   (feet)  POSTED    
 FR0328  ___________________________________________________________________
 FR0328  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FR0328  DYNAMIC HT  -        1821.300 (meters)    5975.38  (feet)  COMP
 FR0328  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 FR0328
 FR0328  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0328
 FR0328.The horizontal coordinates were scaled from a topographic map and have
 FR0328.an estimated accuracy of +/- 6 seconds.
 FR0328
 FR0328.The orthometric height was determined by differential leveling
 FR0328.and adjusted by the  in 1992.
 FR0328.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0328.rate of 0.0 thru 1.0 mm/km.
 FR0328
 FR0328.The geoid height was determined by GEOID03.
 FR0328
 FR0328.The dynamic height is computed by dividing the NAVD 88
 FR0328.geopotential number by the normal gravity value computed on the
 FR0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0328.degrees latitude (g = 980.6199 gals.).
 FR0328
 FR0328.The modeled gravity was interpolated from observed gravity values.
 FR0328
 FR0328;                    North         East    Units  Estimated Accuracy
 FR0328;SPC AZ C     -   520,110.      137,110.      MT  (+/- 180 meters Scaled)
 FR0328
 FR0328                          SUPERSEDED SURVEY CONTROL
 FR0328
 FR0328  NGVD 29 (??/??/92) 1822.809  (m)         5980.33   (f) ADJ UNCH    2 0
 FR0328
 FR0328.Superseded values are not recommended for survey control.
 FR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0328.See file dsdata.txt to determine how the superseded data were derived.
 FR0328
 FR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE408506(NAD 83)
 FR0328_MARKER: DB = BENCH MARK DISK
 FR0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0328_SP_SET: FOUNDATION
 FR0328_STAMPING: P 388 1968
 FR0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0328
 FR0328  HISTORY     - Date     Condition        Report By
 FR0328  HISTORY     - 1968     MONUMENTED       CGS
 FR0328
 FR0328                          STATION DESCRIPTION
 FR0328
 FR0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0328'29.65 MI W FROM WILLAHA.
 FR0328'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0328'THE SIDING SIGN AT WILLAHA, THENCE 28.85 MILES WEST ALONG A STEEL
 FR0328'TOWER POWER LINE, 3 TOWERS WEST OF BENCH MARK N 388, IN THE TOP OF THE
 FR0328'CONCRETE FOUNDATION OF THE STEEL LEG OF TOWER 851, ABOUT 6 FEET HIGHER
 FR0328'THAN THE ROAD, AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0060 ***********************************************************************
 GQ0060  DESIGNATION -  P 389
 GQ0060  PID         -  GQ0060
 GQ0060  STATE/COUNTY-  AZ/COCONINO
 GQ0060  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0060
 GQ0060                         *CURRENT SURVEY CONTROL
 GQ0060  ___________________________________________________________________
 GQ0060* NAD 83(1986)-  36 00 23.     (N)    112 47 55.     (W)     SCALED    
 GQ0060* NAVD 88     -      1798.930  (meters)    5901.99   (feet)  POSTED    
 GQ0060  ___________________________________________________________________
 GQ0060  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 GQ0060  DYNAMIC HT  -        1796.640 (meters)    5894.48  (feet)  COMP
 GQ0060  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 GQ0060
 GQ0060  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GQ0060
 GQ0060.The horizontal coordinates were scaled from a topographic map and have
 GQ0060.an estimated accuracy of +/- 6 seconds.
 GQ0060
 GQ0060.The orthometric height was determined by differential leveling
 GQ0060.and adjusted by the  in 1992.
 GQ0060.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GQ0060.was located on a no-check spur therefore a value was not computed.
 GQ0060.No vertical observational check was made to the station.
 GQ0060
 GQ0060.The geoid height was determined by GEOID03.
 GQ0060
 GQ0060.The dynamic height is computed by dividing the NAVD 88
 GQ0060.geopotential number by the normal gravity value computed on the
 GQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0060.degrees latitude (g = 980.6199 gals.).
 GQ0060
 GQ0060.The modeled gravity was interpolated from observed gravity values.
 GQ0060
 GQ0060;                    North         East    Units  Estimated Accuracy
 GQ0060;SPC AZ C     -   555,580.      133,850.      MT  (+/- 180 meters Scaled)
 GQ0060
 GQ0060                          SUPERSEDED SURVEY CONTROL
 GQ0060
 GQ0060  NGVD 29 (??/??/92) 1798.039  (m)         5899.07   (f) ADJ UNCH    2 0
 GQ0060
 GQ0060.Superseded values are not recommended for survey control.
 GQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0060.See file dsdata.txt to determine how the superseded data were derived.
 GQ0060
 GQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE379861(NAD 83)
 GQ0060_MARKER: DB = BENCH MARK DISK
 GQ0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0060_SP_SET: 6 1/2 FEET
 GQ0060_STAMPING: P 389 1968
 GQ0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0060
 GQ0060  HISTORY     - Date     Condition        Report By
 GQ0060  HISTORY     - 1968     MONUMENTED       CGS
 GQ0060
 GQ0060                          STATION DESCRIPTION
 GQ0060
 GQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GQ0060'53.7 MI NE FROM PEACH SPRINGS.
 GQ0060'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 GQ0060'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 GQ0060'ROAD, THENCE 0.75 MILE SOUTH ALONG A TRACK ROAD, 32 FEET WEST OF THE
 GQ0060'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1
 GQ0060'FOOT HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 GQ0060'COATED ROD DRIVEN TO A DEPTH OF 6 1/2 FEET.  THE UPPER PORTION OF THE
 GQ0060'ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5 FOOT ABOVE THE
 GQ0060'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0363 ***********************************************************************
 DT0363  DESIGNATION -  P 39
 DT0363  PID         -  DT0363
 DT0363  STATE/COUNTY-  AZ/GREENLEE
 DT0363  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0363
 DT0363                         *CURRENT SURVEY CONTROL
 DT0363  ___________________________________________________________________
 DT0363* NAD 83(1986)-  33 04 22.     (N)    109 04 52.     (W)     SCALED    
 DT0363* NAVD 88     -      1871.291  (meters)    6139.39   (feet)  ADJUSTED  
 DT0363  ___________________________________________________________________
 DT0363  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DT0363  DYNAMIC HT  -        1868.397 (meters)    6129.90  (feet)  COMP
 DT0363  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 DT0363
 DT0363  VERT ORDER  -  SECOND    CLASS 0
 DT0363
 DT0363.The horizontal coordinates were scaled from a topographic map and have
 DT0363.an estimated accuracy of +/- 6 seconds.
 DT0363
 DT0363.The orthometric height was determined by differential leveling
 DT0363.and adjusted in June 1991.
 DT0363
 DT0363.The geoid height was determined by GEOID03.
 DT0363
 DT0363.The dynamic height is computed by dividing the NAVD 88
 DT0363.geopotential number by the normal gravity value computed on the
 DT0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0363.degrees latitude (g = 980.6199 gals.).
 DT0363
 DT0363.The modeled gravity was interpolated from observed gravity values.
 DT0363
 DT0363;                    North         East    Units  Estimated Accuracy
 DT0363;SPC AZ E     -   230,350.      314,720.      MT  (+/- 180 meters Scaled)
 DT0363
 DT0363                          SUPERSEDED SURVEY CONTROL
 DT0363
 DT0363  NGVD 29 (??/??/92) 1870.413  (m)         6136.51   (f) ADJ UNCH    2 0
 DT0363
 DT0363.Superseded values are not recommended for survey control.
 DT0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0363.See file dsdata.txt to determine how the superseded data were derived.
 DT0363
 DT0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB791609(NAD 83)
 DT0363_MARKER: DB = BENCH MARK DISK
 DT0363_SETTING: 66 = SET IN ROCK OUTCROP
 DT0363_SP_SET: ROCK OUTCROP
 DT0363_STAMPING: P 39 1934
 DT0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0363+STABILITY: POSITION/ELEVATION WELL
 DT0363
 DT0363  HISTORY     - Date     Condition        Report By
 DT0363  HISTORY     - 1934     MONUMENTED       CGS
 DT0363
 DT0363                          STATION DESCRIPTION
 DT0363
 DT0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0363'11.0 MI NW FROM MULE CREEK, NM.
 DT0363'ON STATE HWY. NO. 78, 4.4 MILES WEST OF ARIZONA NEW MEXICO STATE LINE,
 DT0363'0.3 MILE WEST OF CATTLE GUARD AND SMALL ARTIFICIAL LAKE, ABOUT 200 FT.
 DT0363'SOUTH OF FENCED CULTIVATED FIELD, 18 FT. NORTH OF WIRE FENCE, AND 15
 DT0363'FT. SOUTH OF CENTER LINE OF HWY. ON ROCK OUTCROP 4 FT. HIGHER THAN
 DT0363'ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0537 ***********************************************************************
 FR0537  DESIGNATION -  P 391
 FR0537  PID         -  FR0537
 FR0537  STATE/COUNTY-  AZ/MOHAVE
 FR0537  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0537
 FR0537                         *CURRENT SURVEY CONTROL
 FR0537  ___________________________________________________________________
 FR0537* NAD 83(1986)-  35 12 05.     (N)    113 56 34.     (W)     SCALED    
 FR0537* NAVD 88     -      1136.323  (meters)    3728.09   (feet)  POSTED    
 FR0537  ___________________________________________________________________
 FR0537  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FR0537  DYNAMIC HT  -        1134.960 (meters)    3723.61  (feet)  COMP
 FR0537  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 FR0537
 FR0537  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0537
 FR0537.The horizontal coordinates were scaled from a topographic map and have
 FR0537.an estimated accuracy of +/- 6 seconds.
 FR0537
 FR0537.The orthometric height was determined by differential leveling
 FR0537.and adjusted by the  in 1992.
 FR0537.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0537.rate of 0.0 thru 1.0 mm/km.
 FR0537
 FR0537.The geoid height was determined by GEOID03.
 FR0537
 FR0537.The dynamic height is computed by dividing the NAVD 88
 FR0537.geopotential number by the normal gravity value computed on the
 FR0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0537.degrees latitude (g = 980.6199 gals.).
 FR0537
 FR0537.The modeled gravity was interpolated from observed gravity values.
 FR0537
 FR0537;                    North         East    Units  Estimated Accuracy
 FR0537;SPC AZ W     -   465,950.      195,810.      MT  (+/- 180 meters Scaled)
 FR0537
 FR0537                          SUPERSEDED SURVEY CONTROL
 FR0537
 FR0537  NGVD 29 (??/??/92) 1135.507  (m)         3725.41   (f) ADJ UNCH    2 0
 FR0537
 FR0537.Superseded values are not recommended for survey control.
 FR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0537.See file dsdata.txt to determine how the superseded data were derived.
 FR0537
 FR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD320993(NAD 83)
 FR0537_MARKER: DB = BENCH MARK DISK
 FR0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0537_STAMPING: P 391 1962
 FR0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0537+STABILITY: SURFACE MOTION
 FR0537
 FR0537  HISTORY     - Date     Condition        Report By
 FR0537  HISTORY     - 1962     MONUMENTED       CGS
 FR0537  HISTORY     - 1970     GOOD             USGS
 FR0537
 FR0537                          STATION DESCRIPTION
 FR0537
 FR0537'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0537'4.9 MI E FROM KINGMAN.
 FR0537'4.9 MILES EAST ALONG FORMER US HIGHWAY 95, PRESENTLY A DEAD END ROAD
 FR0537'FROM ITS JUNCTION WITH US 66 HIGHWAY IN THE NORTHEAST OF KINGMAN,
 FR0537'OPPOSITE LEWIS KINGMAN PARK, AT MILE POST 78, 35 FEET NORTH OF THE
 FR0537'CENTER LINE OF ROAD, 20 FEET NORTH OF MILEPOST 78, 1.5 FEET NORTH OF
 FR0537'R/W FENCE, AND SET IN A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0423 ***********************************************************************
 FR0423  DESIGNATION -  P 392
 FR0423  PID         -  FR0423
 FR0423  STATE/COUNTY-  AZ/MOHAVE
 FR0423  USGS QUAD   -  BULL SPRING (1980)
 FR0423
 FR0423                         *CURRENT SURVEY CONTROL
 FR0423  ___________________________________________________________________
 FR0423* NAD 83(1986)-  35 11 18.     (N)    113 26 23.     (W)     SCALED    
 FR0423* NAVD 88     -      1440.631  (meters)    4726.47   (feet)  POSTED    
 FR0423  ___________________________________________________________________
 FR0423  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 FR0423  DYNAMIC HT  -        1438.760 (meters)    4720.33  (feet)  COMP
 FR0423  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 FR0423
 FR0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0423
 FR0423.The horizontal coordinates were scaled from a topographic map and have
 FR0423.an estimated accuracy of +/- 6 seconds.
 FR0423
 FR0423.The orthometric height was determined by differential leveling
 FR0423.and adjusted by the  in 1992.
 FR0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0423.rate of 0.0 thru 1.0 mm/km.
 FR0423
 FR0423.The geoid height was determined by GEOID03.
 FR0423
 FR0423.The dynamic height is computed by dividing the NAVD 88
 FR0423.geopotential number by the normal gravity value computed on the
 FR0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0423.degrees latitude (g = 980.6199 gals.).
 FR0423
 FR0423.The modeled gravity was interpolated from observed gravity values.
 FR0423
 FR0423;                    North         East    Units  Estimated Accuracy
 FR0423;SPC AZ W     -   464,530.      241,620.      MT  (+/- 180 meters Scaled)
 FR0423
 FR0423                          SUPERSEDED SURVEY CONTROL
 FR0423
 FR0423  NGVD 29 (??/??/92) 1439.747  (m)         4723.57   (f) ADJ UNCH    2 0
 FR0423
 FR0423.Superseded values are not recommended for survey control.
 FR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0423.See file dsdata.txt to determine how the superseded data were derived.
 FR0423
 FR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD778966(NAD 83)
 FR0423_MARKER: DB = BENCH MARK DISK
 FR0423_SETTING: 66 = SET IN ROCK OUTCROP
 FR0423_SP_SET: BEDROCK OUTCROP
 FR0423_STAMPING: P 392 1962
 FR0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0423+STABILITY: POSITION/ELEVATION WELL
 FR0423
 FR0423  HISTORY     - Date     Condition        Report By
 FR0423  HISTORY     - 1962     MONUMENTED       CGS
 FR0423
 FR0423                          STATION DESCRIPTION
 FR0423
 FR0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0423'42.2 MI NE FROM KINGMAN.
 FR0423'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0423'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0423'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0423'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE ABOUT 10.7
 FR0423'MILES EAST ALONG THE DIRT ROAD TO A PIPE LINE CROSSING, THENCE 2.2
 FR0423'MILES EAST ALONG THE PIPE LINE, THENCE 0.25 MILE SOUTHEAST ALONG A
 FR0423'TRACK ROAD, 23.5 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 63.5 FEET
 FR0423'NORTHEAST AND ACROSS THE ROAD FROM A 15 INCH TRIANGLE BLAZED TREE,
 FR0423'13.3 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A 6 BY
 FR0423'6 FOOT BEDROCK OUTCROPPING WHICH PROJECTS ABOUT 0.5 FOOT. NOTE-- THIS
 FR0423'MARK MAY ALSO BE REACHED FROM THE PIPE LINE CROSSING MENTIONED IN
 FR0423'ABOVE DESCRIPTION BY GOING 2.1 MILES NORTH AND EAST ALONG A DIRT ROAD
 FR0423'TO THE CROSSING OF A LARGE WASH AND A RANCH HOUSE ABOUT 0.5 MILE TO
 FR0423'THE LEFT, THENCE 0.8 MILE EAST ALONG THE DIRT ROAD TO THE JUNCTION OF
 FR0423'A TRACK ROAD SOUTHWEST, THENCE 0.55 MILE SOUTHWEST ALONG THE TRACK
 FR0423'ROAD TO A FORK, THENCE 0.25 MILE SOUTHEAST ALONG THE LEFT FORK OF THE
 FR0423'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0469 ***********************************************************************
 FR0469  DESIGNATION -  P 393
 FR0469  PID         -  FR0469
 FR0469  STATE/COUNTY-  AZ/YAVAPAI
 FR0469  USGS QUAD   -  YAMPAI SE (1981)
 FR0469
 FR0469                         *CURRENT SURVEY CONTROL
 FR0469  ___________________________________________________________________
 FR0469* NAD 83(1986)-  35 17 29.     (N)    113 03 46.     (W)     SCALED    
 FR0469* NAVD 88     -      1721.130  (meters)    5646.74   (feet)  POSTED    
 FR0469  ___________________________________________________________________
 FR0469  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FR0469  DYNAMIC HT  -        1718.820 (meters)    5639.16  (feet)  COMP
 FR0469  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 FR0469
 FR0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0469
 FR0469.The horizontal coordinates were scaled from a topographic map and have
 FR0469.an estimated accuracy of +/- 6 seconds.
 FR0469
 FR0469.The orthometric height was determined by differential leveling
 FR0469.and adjusted by the  in 1992.
 FR0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0469.rate of 0.0 thru 1.0 mm/km.
 FR0469
 FR0469.The geoid height was determined by GEOID03.
 FR0469
 FR0469.The dynamic height is computed by dividing the NAVD 88
 FR0469.geopotential number by the normal gravity value computed on the
 FR0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0469.degrees latitude (g = 980.6199 gals.).
 FR0469
 FR0469.The modeled gravity was interpolated from observed gravity values.
 FR0469
 FR0469;                    North         East    Units  Estimated Accuracy
 FR0469;SPC AZ C     -   476,500.      109,110.      MT  (+/- 180 meters Scaled)
 FR0469
 FR0469                          SUPERSEDED SURVEY CONTROL
 FR0469
 FR0469  NGVD 29 (??/??/92) 1720.202  (m)         5643.70   (f) ADJ UNCH    2 0
 FR0469
 FR0469.Superseded values are not recommended for survey control.
 FR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0469.See file dsdata.txt to determine how the superseded data were derived.
 FR0469
 FR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE124073(NAD 83)
 FR0469_MARKER: DB = BENCH MARK DISK
 FR0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0469_STAMPING: P 393 1962
 FR0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0469+STABILITY: SURFACE MOTION
 FR0469
 FR0469  HISTORY     - Date     Condition        Report By
 FR0469  HISTORY     - 1962     MONUMENTED       CGS
 FR0469  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0469
 FR0469                          STATION DESCRIPTION
 FR0469
 FR0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0469'11.75 MI W FROM SELIGMAN.
 FR0469'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0469'ITS STATION AT SELIGMAN, THENCE 8.75 MILES WEST ALONG A GRAVEL ROAD,
 FR0469'54 FEET SOUTH OF THE CENTER OF THE ROAD, 83 FEET NORTH OF A PIPE LINE,
 FR0469'3.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL
 FR0469'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FR0469'INCHES.
 FR0469
 FR0469                          STATION RECOVERY (1975)
 FR0469
 FR0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0248 ***********************************************************************
 FR0248  DESIGNATION -  P 394
 FR0248  PID         -  FR0248
 FR0248  STATE/COUNTY-  AZ/YAVAPAI
 FR0248  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0248
 FR0248                         *CURRENT SURVEY CONTROL
 FR0248  ___________________________________________________________________
 FR0248* NAD 83(1986)-  35 13 16.     (N)    112 31 18.     (W)     SCALED    
 FR0248* NAVD 88     -      1540.436  (meters)    5053.91   (feet)  POSTED    
 FR0248  ___________________________________________________________________
 FR0248  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 FR0248  DYNAMIC HT  -        1538.410 (meters)    5047.27  (feet)  COMP
 FR0248  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 FR0248
 FR0248  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0248
 FR0248.The horizontal coordinates were scaled from a topographic map and have
 FR0248.an estimated accuracy of +/- 6 seconds.
 FR0248
 FR0248.The orthometric height was determined by differential leveling
 FR0248.and adjusted by the  in 1992.
 FR0248.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0248.rate of 2.1 thru 3.0 mm/km.
 FR0248
 FR0248.The geoid height was determined by GEOID03.
 FR0248
 FR0248.The dynamic height is computed by dividing the NAVD 88
 FR0248.geopotential number by the normal gravity value computed on the
 FR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0248.degrees latitude (g = 980.6199 gals.).
 FR0248
 FR0248.The modeled gravity was interpolated from observed gravity values.
 FR0248
 FR0248;                    North         East    Units  Estimated Accuracy
 FR0248;SPC AZ C     -   468,270.      158,290.      MT  (+/- 180 meters Scaled)
 FR0248
 FR0248                          SUPERSEDED SURVEY CONTROL
 FR0248
 FR0248  NGVD 29 (??/??/92) 1539.565  (m)         5051.06   (f) ADJ UNCH    2 0
 FR0248
 FR0248.Superseded values are not recommended for survey control.
 FR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0248.See file dsdata.txt to determine how the superseded data were derived.
 FR0248
 FR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD615986(NAD 83)
 FR0248_MARKER: DB = BENCH MARK DISK
 FR0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0248_SP_SET: CULVERT
 FR0248_STAMPING: P 394 1962
 FR0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0248
 FR0248  HISTORY     - Date     Condition        Report By
 FR0248  HISTORY     - 1962     MONUMENTED       CGS
 FR0248  HISTORY     - 1973     GOOD             USGS
 FR0248  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0248
 FR0248                          STATION DESCRIPTION
 FR0248
 FR0248'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0248'2.3 MI W FROM ASH FORK.
 FR0248'BEGINNING AT THE POST OFFICE AT ASH FORK.  THENCE NORTH FOR 0.1 MILE
 FR0248'TO WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40.  THENCE 2.3 MILES
 FR0248'WEST, 20 FT. SOUTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE, 1.2
 FR0248'FT. WEST OF THE EAST END OF THE HEADWALL OF A 15 FT. BOX CULVERT AND
 FR0248'ABOUT LEVEL WITH THE ROAD.
 FR0248
 FR0248                          STATION RECOVERY (1982)
 FR0248
 FR0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0248'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0685 ***********************************************************************
 DV0685  DESIGNATION -  P 395
 DV0685  PID         -  DV0685
 DV0685  STATE/COUNTY-  AZ/MARICOPA
 DV0685  USGS QUAD   -  PHOENIX (1982)
 DV0685
 DV0685                         *CURRENT SURVEY CONTROL
 DV0685  ___________________________________________________________________
 DV0685* NAD 83(1986)-  33 25 36.     (N)    112 02 52.     (W)     SCALED    
 DV0685* NAVD 88     -       334.010  (meters)    1095.83   (feet)  ADJUSTED  
 DV0685  ___________________________________________________________________
 DV0685  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0685  DYNAMIC HT  -         333.625 (meters)    1094.57  (feet)  COMP
 DV0685  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 DV0685
 DV0685  VERT ORDER  -  FIRST     CLASS II
 DV0685
 DV0685.The horizontal coordinates were scaled from a topographic map and have
 DV0685.an estimated accuracy of +/- 6 seconds.
 DV0685
 DV0685.The orthometric height was determined by differential leveling
 DV0685.and adjusted in November 1993.
 DV0685
 DV0685.The geoid height was determined by GEOID03.
 DV0685
 DV0685.The dynamic height is computed by dividing the NAVD 88
 DV0685.geopotential number by the normal gravity value computed on the
 DV0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0685.degrees latitude (g = 980.6199 gals.).
 DV0685
 DV0685.The modeled gravity was interpolated from observed gravity values.
 DV0685
 DV0685;                    North         East    Units  Estimated Accuracy
 DV0685;SPC AZ C     -   269,080.      201,170.      MT  (+/- 180 meters Scaled)
 DV0685
 DV0685                          SUPERSEDED SURVEY CONTROL
 DV0685
 DV0685  NGVD 29 (??/??/92)  333.354  (m)         1093.68   (f) ADJ UNCH    1 2
 DV0685
 DV0685.Superseded values are not recommended for survey control.
 DV0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0685.See file dsdata.txt to determine how the superseded data were derived.
 DV0685
 DV0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025990(NAD 83)
 DV0685_MARKER: DB = BENCH MARK DISK
 DV0685_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV0685_SP_SET: ABUTMENT
 DV0685_STAMPING: P 395 1962
 DV0685_MARK LOGO: CGS   
 DV0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0685+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV0685
 DV0685  HISTORY     - Date     Condition        Report By
 DV0685  HISTORY     - 1962     MONUMENTED       CGS
 DV0685  HISTORY     - 19920311 GOOD             NGS
 DV0685  HISTORY     - 20061203 GOOD             GEOCAC
 DV0685
 DV0685                          STATION DESCRIPTION
 DV0685
 DV0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0685'3.0 MI SE FROM PHOENIX.
 DV0685'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0685'UNION STATION AT PHOENIX, THENCE 1.1 MILE SOUTH ALONG SOUTH CENTRAL
 DV0685'AVENUE, THENCE 1.6 MILES EAST ALONG THE SERVICE ROAD ALONG THE SOUTH
 DV0685'SIDE OF INTERSTATE HIGHWAY 10, SET VERTICALLY IN THE SOUTH END OF THE
 DV0685'EAST ABUTMENT OF THE INTERSTATE HIGHWAY 10 OVERPASS OVER SOUTH 16TH
 DV0685'STREET, 50 FEET EAST OF THE CENTER OF SOUTH 16TH STREET, AND ABOUT 3
 DV0685'FEET ABOVE THE LEVEL OF THE STREET.
 DV0685
 DV0685                          STATION RECOVERY (1992)
 DV0685
 DV0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0685'IN PHOENIX, AT THE INTERSECTION OF SOUTH 26TH STREET AND INTERSTATE
 DV0685'HIGHWAY 17, SET VERTICALLY IN THE SOUTH FACE OF THE EAST CONCRETE
 DV0685'ABUTMENT OF THE INTERSTATE HIGHWAY OVERPASS OF THE STREET, 7.4 M
 DV0685'(24.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DV0685'STREET, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE STREET.
 DV0685
 DV0685                          STATION RECOVERY (2006)
 DV0685
 DV0685'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1127 ***********************************************************************
 DV1127  DESIGNATION -  P 396 22
 DV1127  PID         -  DV1127
 DV1127  STATE/COUNTY-  AZ/LA PAZ
 DV1127  USGS QUAD   -  HOPE SW (1990)
 DV1127
 DV1127                         *CURRENT SURVEY CONTROL
 DV1127  ___________________________________________________________________
 DV1127* NAD 83(1986)-  33 36 48.     (N)    113 38 56.     (W)     SCALED    
 DV1127* NAVD 88     -       400.84   (+/-2cm)    1315.1    (feet)  VERTCON   
 DV1127  ___________________________________________________________________
 DV1127  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1127
 DV1127.The horizontal coordinates were scaled from a topographic map and have
 DV1127.an estimated accuracy of +/- 6 seconds.
 DV1127
 DV1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1127.The vertical order pertains to the NGVD 29 superseded value.
 DV1127
 DV1127.The geoid height was determined by GEOID03.
 DV1127
 DV1127;                    North         East    Units  Estimated Accuracy
 DV1127;SPC AZ W     -   289,780.      222,740.      MT  (+/- 180 meters Scaled)
 DV1127
 DV1127                          SUPERSEDED SURVEY CONTROL
 DV1127
 DV1127  NGVD 29 (??/??/92)  400.156  (m)         1312.85   (f) ADJ UNCH    2 0
 DV1127
 DV1127.Superseded values are not recommended for survey control.
 DV1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1127.See file dsdata.txt to determine how the superseded data were derived.
 DV1127
 DV1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC542224(NAD 83)
 DV1127_MARKER: DB = BENCH MARK DISK
 DV1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1127_STAMPING: P 396 22 1962
 DV1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1127+STABILITY: SURFACE MOTION
 DV1127
 DV1127  HISTORY     - Date     Condition        Report By
 DV1127  HISTORY     - 1962     MONUMENTED       CGS
 DV1127  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1127
 DV1127                          STATION DESCRIPTION
 DV1127
 DV1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1127'16.15 MI SW FROM SALOME.
 DV1127'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1127'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1127'THENCE 1.85 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1127'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.6 FEET
 DV1127'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1127'PROJECTING 2 INCHES.
 DV1127
 DV1127                          STATION RECOVERY (1987)
 DV1127
 DV1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0307 ***********************************************************************
 CG0307  DESIGNATION -  P 399
 CG0307  PID         -  CG0307
 CG0307  STATE/COUNTY-  AZ/PIMA
 CG0307  USGS QUAD   -  GREEN VALLEY (1981)
 CG0307
 CG0307                         *CURRENT SURVEY CONTROL
 CG0307  ___________________________________________________________________
 CG0307* NAD 83(1986)-  31 47 33.     (N)    110 52 55.     (W)     SCALED    
 CG0307* NAVD 88     -      1120.94   (+/-2cm)    3677.6    (feet)  VERTCON   
 CG0307  ___________________________________________________________________
 CG0307  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CG0307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0307
 CG0307.The horizontal coordinates were scaled from a topographic map and have
 CG0307.an estimated accuracy of +/- 6 seconds.
 CG0307
 CG0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0307.The vertical order pertains to the NGVD 29 superseded value.
 CG0307
 CG0307.The geoid height was determined by GEOID03.
 CG0307
 CG0307;                    North         East    Units  Estimated Accuracy
 CG0307;SPC AZ C     -    88,330.      311,350.      MT  (+/- 180 meters Scaled)
 CG0307
 CG0307                          SUPERSEDED SURVEY CONTROL
 CG0307
 CG0307  NGVD 29 (??/??/92) 1120.106  (m)         3674.88   (f) ADJ UNCH    2 0
 CG0307
 CG0307.Superseded values are not recommended for survey control.
 CG0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0307.See file dsdata.txt to determine how the superseded data were derived.
 CG0307
 CG0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA111174(NAD 83)
 CG0307_MARKER: DB = BENCH MARK DISK
 CG0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0307_STAMPING: P 399 1962
 CG0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0307+STABILITY: SURFACE MOTION
 CG0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0307+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0307
 CG0307  HISTORY     - Date     Condition        Report By
 CG0307  HISTORY     - 1962     MONUMENTED       CGS
 CG0307  HISTORY     - 20060316 GOOD             USPSQD
 CG0307
 CG0307                          STATION DESCRIPTION
 CG0307
 CG0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0307'6.9 MI SE FROM CONTINENTAL.
 CG0307'6.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL.  AT
 CG0307'T-INTERSECTION OF GRAVELED AND PAVED ROADS, 98 FEET SOUTHWEST OF
 CG0307'FOREST SERVICE SIGN, AND 2.6 FEET NORTHWEST OF METAL WITNESS POST.
 CG0307'MARK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE POST.
 CG0307
 CG0307                          STATION RECOVERY (2006)
 CG0307
 CG0307'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0307'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0311 ***********************************************************************
 ER0311  DESIGNATION -  P 4
 ER0311  PID         -  ER0311
 ER0311  STATE/COUNTY-  AZ/APACHE
 ER0311  USGS QUAD   -  ADAMANA (1982)
 ER0311
 ER0311                         *CURRENT SURVEY CONTROL
 ER0311  ___________________________________________________________________
 ER0311* NAD 83(1986)-  34 58 34.     (N)    109 49 30.     (W)     SCALED    
 ER0311* NAVD 88     -      1615.486  (meters)    5300.14   (feet)  ADJUSTED  
 ER0311  ___________________________________________________________________
 ER0311  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ER0311  DYNAMIC HT  -        1613.257 (meters)    5292.83  (feet)  COMP
 ER0311  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 ER0311
 ER0311  VERT ORDER  -  FIRST     CLASS II
 ER0311
 ER0311.The horizontal coordinates were scaled from a topographic map and have
 ER0311.an estimated accuracy of +/- 6 seconds.
 ER0311
 ER0311.The orthometric height was determined by differential leveling
 ER0311.and adjusted in June 1991.
 ER0311
 ER0311.The geoid height was determined by GEOID03.
 ER0311
 ER0311.The dynamic height is computed by dividing the NAVD 88
 ER0311.geopotential number by the normal gravity value computed on the
 ER0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0311.degrees latitude (g = 980.6199 gals.).
 ER0311
 ER0311.The modeled gravity was interpolated from observed gravity values.
 ER0311
 ER0311;                    North         East    Units  Estimated Accuracy
 ER0311;SPC AZ E     -   440,980.      244,560.      MT  (+/- 180 meters Scaled)
 ER0311
 ER0311                          SUPERSEDED SURVEY CONTROL
 ER0311
 ER0311  NGVD 29 (??/??/92) 1614.624  (m)         5297.31   (f) ADJ UNCH    1 2
 ER0311
 ER0311.Superseded values are not recommended for survey control.
 ER0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0311.See file dsdata.txt to determine how the superseded data were derived.
 ER0311
 ER0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD072710(NAD 83)
 ER0311_MARKER: DB = BENCH MARK DISK
 ER0311_SETTING: 66 = SET IN ROCK OUTCROP
 ER0311_SP_SET: SANDSTONE POST
 ER0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0311+STABILITY: POSITION/ELEVATION WELL
 ER0311
 ER0311  HISTORY     - Date     Condition        Report By
 ER0311  HISTORY     - UNK      MONUMENTED       CGS
 ER0311  HISTORY     - 1934     GOOD             NGS
 ER0311  HISTORY     - 1959     GOOD             NGS
 ER0311  HISTORY     - 1983     MARK NOT FOUND   NGS
 ER0311
 ER0311                          STATION DESCRIPTION
 ER0311
 ER0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ER0311'IN ADAMANA.
 ER0311'AT ADAMANA, APACHE COUNTY, 1/4 MILE WEST OF THE ATCHISON, TOPEKA AND
 ER0311'SANTA FE RAILWAY STATION, 13 POLES EAST OF MILEPOST 233, 5 POLES WEST
 ER0311'OF A PUMP HOUSE, 600 FEET WEST OF A COAL ELEVATOR, 30 YARDS SOUTHEAST
 ER0311'OF A SWITCH, 75 FEET SOUTH OF THE SOUTH RAIL, AND 3-1/2 FEET NORTH OF
 ER0311'THE RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A
 ER0311'SANDSTONE POST LETTERED USBM AND PROJECTING 7 INCHES ABOVE GROUND.
 ER0311
 ER0311                          STATION RECOVERY (1959)
 ER0311
 ER0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ER0311'RECOVERED IN GOOD CONDITION.
 ER0311
 ER0311                          STATION RECOVERY (1983)
 ER0311
 ER0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0254 ***********************************************************************
 CY0254  DESIGNATION -  P 40
 CY0254  PID         -  CY0254
 CY0254  STATE/COUNTY-  AZ/GRAHAM
 CY0254  USGS QUAD   -  GUTHRIE (1986)
 CY0254
 CY0254                         *CURRENT SURVEY CONTROL
 CY0254  ___________________________________________________________________
 CY0254* NAD 83(1986)-  32 53 03.     (N)    109 22 02.     (W)     SCALED    
 CY0254* NAVD 88     -      1529.057  (meters)    5016.58   (feet)  ADJUSTED  
 CY0254  ___________________________________________________________________
 CY0254  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CY0254  DYNAMIC HT  -        1526.785 (meters)    5009.13  (feet)  COMP
 CY0254  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 CY0254
 CY0254  VERT ORDER  -  SECOND    CLASS 0
 CY0254
 CY0254.The horizontal coordinates were scaled from a topographic map and have
 CY0254.an estimated accuracy of +/- 6 seconds.
 CY0254
 CY0254.The orthometric height was determined by differential leveling
 CY0254.and adjusted in June 1991.
 CY0254
 CY0254.The geoid height was determined by GEOID03.
 CY0254
 CY0254.The dynamic height is computed by dividing the NAVD 88
 CY0254.geopotential number by the normal gravity value computed on the
 CY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0254.degrees latitude (g = 980.6199 gals.).
 CY0254
 CY0254.The modeled gravity was interpolated from observed gravity values.
 CY0254
 CY0254;                    North         East    Units  Estimated Accuracy
 CY0254;SPC AZ E     -   209,190.      288,160.      MT  (+/- 180 meters Scaled)
 CY0254
 CY0254                          SUPERSEDED SURVEY CONTROL
 CY0254
 CY0254  NGVD 29 (??/??/92) 1528.319  (m)         5014.16   (f) ADJ UNCH    2 0
 CY0254
 CY0254.Superseded values are not recommended for survey control.
 CY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0254.See file dsdata.txt to determine how the superseded data were derived.
 CY0254
 CY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB527396(NAD 83)
 CY0254_MARKER: DB = BENCH MARK DISK
 CY0254_SETTING: 80 = SET IN A BOULDER
 CY0254_SP_SET: BOULDER
 CY0254_STAMPING: P 40 1934
 CY0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0254+STABILITY: SURFACE MOTION
 CY0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0254+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 CY0254
 CY0254  HISTORY     - Date     Condition        Report By
 CY0254  HISTORY     - 1934     MONUMENTED       CGS
 CY0254  HISTORY     - 20070923 GOOD             GEOCAC
 CY0254
 CY0254                          STATION DESCRIPTION
 CY0254
 CY0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0254'18.7 MI NE FROM SOLOMONVILLE.
 CY0254'18.7 MILES NORTH EAST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 0.8 MILE
 CY0254'SOUTH WEST OF COUNTY LINE, ON NORTH SIDE OF LARGE WASH, 90 FT. NORTH
 CY0254'WEST OF CENTER LINE OF HWY., 20 FT. NORTH WEST OF CENTER OF WASH, IN
 CY0254'LARGE MALPYE BOULDER ABOUT 5 FT. LOWER THAN ROAD BED.
 CY0254
 CY0254                          STATION RECOVERY (2007)
 CY0254
 CY0254'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CY0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0046 ***********************************************************************
 GP0046  DESIGNATION -  P 401
 GP0046  PID         -  GP0046
 GP0046  STATE/COUNTY-  AZ/NAVAJO
 GP0046  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0046
 GP0046                         *CURRENT SURVEY CONTROL
 GP0046  ___________________________________________________________________
 GP0046* NAD 83(1986)-  36 58 51.     (N)    110 14 59.     (W)     SCALED    
 GP0046* NAVD 88     -      1577.167  (meters)    5174.42   (feet)  ADJUSTED  
 GP0046  ___________________________________________________________________
 GP0046  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GP0046  DYNAMIC HT  -        1575.348 (meters)    5168.45  (feet)  COMP
 GP0046  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 GP0046
 GP0046  VERT ORDER  -  FIRST     CLASS II
 GP0046
 GP0046.The horizontal coordinates were scaled from a topographic map and have
 GP0046.an estimated accuracy of +/- 6 seconds.
 GP0046
 GP0046.The orthometric height was determined by differential leveling
 GP0046.and adjusted in June 1991.
 GP0046
 GP0046.The geoid height was determined by GEOID03.
 GP0046
 GP0046.The dynamic height is computed by dividing the NAVD 88
 GP0046.geopotential number by the normal gravity value computed on the
 GP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0046.degrees latitude (g = 980.6199 gals.).
 GP0046
 GP0046.The modeled gravity was interpolated from observed gravity values.
 GP0046
 GP0046;                    North         East    Units  Estimated Accuracy
 GP0046;SPC AZ E     -   663,350.      205,970.      MT  (+/- 180 meters Scaled)
 GP0046
 GP0046                          SUPERSEDED SURVEY CONTROL
 GP0046
 GP0046  NGVD 29 (??/??/92) 1576.255  (m)         5171.43   (f) ADJ UNCH    1 2
 GP0046
 GP0046.Superseded values are not recommended for survey control.
 GP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0046.See file dsdata.txt to determine how the superseded data were derived.
 GP0046
 GP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF667930(NAD 83)
 GP0046_MARKER: DB = BENCH MARK DISK
 GP0046_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0046_SP_SET: 16 FT
 GP0046_STAMPING: P 401 1962
 GP0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0046
 GP0046  HISTORY     - Date     Condition        Report By
 GP0046  HISTORY     - 1962     MONUMENTED       CGS
 GP0046  HISTORY     - 19851216 POOR             USGS
 GP0046
 GP0046                          STATION DESCRIPTION
 GP0046
 GP0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0046'6.0 MI SE FROM CLJETO.
 GP0046'ABOUT 6.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 GP0046'OLJETO, UTAH.  0.4 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 GP0046'POST, 0.3 MILE WEST OF A CEMENT BLOCK BUILDING, 26 FEET NORTH OF THE
 GP0046'CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 GP0046'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET ON TOP OF A 5/8-INCH
 GP0046'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN
 GP0046'A 6-INCH TILE PROJECTING 6 INCHES.
 GP0046
 GP0046                          STATION RECOVERY (1985)
 GP0046
 GP0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0046'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1295 ***********************************************************************
 DU1295  DESIGNATION -  P 403
 DU1295  PID         -  DU1295
 DU1295  STATE/COUNTY-  AZ/GILA
 DU1295  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1295
 DU1295                         *CURRENT SURVEY CONTROL
 DU1295  ___________________________________________________________________
 DU1295* NAD 83(1986)-  33 40 24.     (N)    111 08 39.     (W)     SCALED    
 DU1295* NAVD 88     -       674.757  (meters)    2213.77   (feet)  ADJUSTED  
 DU1295  ___________________________________________________________________
 DU1295  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DU1295  DYNAMIC HT  -         673.896 (meters)    2210.94  (feet)  COMP
 DU1295  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 DU1295
 DU1295  VERT ORDER  -  FIRST     CLASS II
 DU1295
 DU1295.The horizontal coordinates were scaled from a topographic map and have
 DU1295.an estimated accuracy of +/- 6 seconds.
 DU1295
 DU1295.The orthometric height was determined by differential leveling
 DU1295.and adjusted in June 1991.
 DU1295
 DU1295.The geoid height was determined by GEOID03.
 DU1295
 DU1295.The dynamic height is computed by dividing the NAVD 88
 DU1295.geopotential number by the normal gravity value computed on the
 DU1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1295.degrees latitude (g = 980.6199 gals.).
 DU1295
 DU1295.The modeled gravity was interpolated from observed gravity values.
 DU1295
 DU1295;                    North         East    Units  Estimated Accuracy
 DU1295;SPC AZ E     -   296,850.      122,720.      MT  (+/- 180 meters Scaled)
 DU1295
 DU1295                          SUPERSEDED SURVEY CONTROL
 DU1295
 DU1295.No superseded survey control is available for this station.
 DU1295
 DU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC866259(NAD 83)
 DU1295_MARKER: DB = BENCH MARK DISK
 DU1295_SETTING: 66 = SET IN ROCK OUTCROP
 DU1295_SP_SET: ROCK OUTCROP
 DU1295_STAMPING: P 403 1979
 DU1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1295+STABILITY: POSITION/ELEVATION WELL
 DU1295
 DU1295  HISTORY     - Date     Condition        Report By
 DU1295  HISTORY     - 1979     MONUMENTED       NGS
 DU1295  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 DU1295
 DU1295                          STATION DESCRIPTION
 DU1295
 DU1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1295'0.7 MI NORTH FROM ROOSEVELT.
 DU1295'0.7 MILES NORTH-NORTHWEST ALONG STATE HIGHWAY 88 (APACHE TRAIL)
 DU1295'FROM THE POST OFFICE IN ROOSEVELT, 0.1 MILE SOUTH-SOUTHWEST
 DU1295'OF MILE MARKER 243, 27.2 FEET WEST OF THE CENTERLINE OF THE
 DU1295'HIGHWAY.
 DU1295'THE MARK IS 1.5 FT  SSW FROM A WITNESS POST.
 DU1295'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1295
 DU1295                          STATION RECOVERY (2004)
 DU1295
 DU1295'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DU1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0295 ***********************************************************************
 GP0295  DESIGNATION -  P 403
 GP0295  PID         -  GP0295
 GP0295  STATE/COUNTY-  AZ/COCONINO
 GP0295  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0295
 GP0295                         *CURRENT SURVEY CONTROL
 GP0295  ___________________________________________________________________
 GP0295* NAD 83(1986)-  36 44 50.     (N)    111 34 39.     (W)     SCALED    
 GP0295* NAVD 88     -      1737.680  (meters)    5701.04   (feet)  ADJUSTED  
 GP0295  ___________________________________________________________________
 GP0295  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 GP0295  DYNAMIC HT  -        1735.634 (meters)    5694.33  (feet)  COMP
 GP0295  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 GP0295
 GP0295  VERT ORDER  -  FIRST     CLASS II
 GP0295
 GP0295.The horizontal coordinates were scaled from a topographic map and have
 GP0295.an estimated accuracy of +/- 6 seconds.
 GP0295
 GP0295.The orthometric height was determined by differential leveling
 GP0295.and adjusted in June 1991.
 GP0295
 GP0295.The geoid height was determined by GEOID03.
 GP0295
 GP0295.The dynamic height is computed by dividing the NAVD 88
 GP0295.geopotential number by the normal gravity value computed on the
 GP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0295.degrees latitude (g = 980.6199 gals.).
 GP0295
 GP0295.The modeled gravity was interpolated from observed gravity values.
 GP0295
 GP0295;                    North         East    Units  Estimated Accuracy
 GP0295;SPC AZ C     -   637,470.      243,650.      MT  (+/- 180 meters Scaled)
 GP0295
 GP0295                          SUPERSEDED SURVEY CONTROL
 GP0295
 GP0295  NGVD 29 (??/??/92) 1736.750  (m)         5697.99   (f) ADJ UNCH    1 2
 GP0295
 GP0295.Superseded values are not recommended for survey control.
 GP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0295.See file dsdata.txt to determine how the superseded data were derived.
 GP0295
 GP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF484669(NAD 83)
 GP0295_MARKER: DB = BENCH MARK DISK
 GP0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0295_STAMPING: P 403 1962
 GP0295_MARK LOGO: CGS   
 GP0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0295+STABILITY: SURFACE MOTION
 GP0295
 GP0295  HISTORY     - Date     Condition        Report By
 GP0295  HISTORY     - 1962     MONUMENTED       CGS
 GP0295  HISTORY     - 1983     GOOD             NGS
 GP0295
 GP0295                          STATION DESCRIPTION
 GP0295
 GP0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0295'10.9 MI NE FROM BITTER SPRINGS.
 GP0295'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0295'STATION AT BITTER SPRINGS.  THENCE 10.7 MILES NORTHEAST ALONG U.S.
 GP0295'HIGHWAY 89 LEADING TO PAGE, 0.45 MILE SOUTH OF HIGHWAY MILEPOST NUMBER
 GP0295'583, 201 FEET EAST-NORTHEAST OF A TELEPHONE POLE NUMBERED 2, 109 FEET
 GP0295'WEST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET SOUTHEAST OF THE CENTER
 GP0295'LINE OF A TRAIL ROAD, 2.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 GP0295'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GP0295'CONCRETE POST PROJECTING 2 INCHES.
 GP0295
 GP0295                          STATION RECOVERY (1983)
 GP0295
 GP0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0295'RECOVERED IN GOOD CONDITION.  ADD--3.1 METERS (10.5 FT) NORTHWEST OF
 GP0295'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1165 ***********************************************************************
 DU1165  DESIGNATION -  P 404
 DU1165  PID         -  DU1165
 DU1165  STATE/COUNTY-  AZ/GILA
 DU1165  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1165
 DU1165                         *CURRENT SURVEY CONTROL
 DU1165  ___________________________________________________________________
 DU1165* NAD 83(1986)-  33 25 01.     (N)    110 44 06.     (W)     SCALED    
 DU1165* NAVD 88     -      1129.179  (meters)    3704.65   (feet)  ADJUSTED  
 DU1165  ___________________________________________________________________
 DU1165  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DU1165  DYNAMIC HT  -        1127.643 (meters)    3699.61  (feet)  COMP
 DU1165  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 DU1165
 DU1165  VERT ORDER  -  FIRST     CLASS II
 DU1165
 DU1165.The horizontal coordinates were scaled from a topographic map and have
 DU1165.an estimated accuracy of +/- 6 seconds.
 DU1165
 DU1165.The orthometric height was determined by differential leveling
 DU1165.and adjusted in June 1991.
 DU1165
 DU1165.The geoid height was determined by GEOID03.
 DU1165
 DU1165.The dynamic height is computed by dividing the NAVD 88
 DU1165.geopotential number by the normal gravity value computed on the
 DU1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1165.degrees latitude (g = 980.6199 gals.).
 DU1165
 DU1165.The modeled gravity was interpolated from observed gravity values.
 DU1165
 DU1165;                    North         East    Units  Estimated Accuracy
 DU1165;SPC AZ E     -   268,130.      160,500.      MT  (+/- 180 meters Scaled)
 DU1165
 DU1165                          SUPERSEDED SURVEY CONTROL
 DU1165
 DU1165.No superseded survey control is available for this station.
 DU1165
 DU1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB246975(NAD 83)
 DU1165_MARKER: DB = BENCH MARK DISK
 DU1165_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1165+WITH SETTING: INFORMATION.
 DU1165_SP_SET: SHALLOW SET METAL ROD
 DU1165_STAMPING: P 404 1979
 DU1165_PROJECTION: FLUSH
 DU1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1165_ROD/PIPE-DEPTH: 1.22 meters
 DU1165
 DU1165  HISTORY     - Date     Condition        Report By
 DU1165  HISTORY     - 1979     MONUMENTED       NGS
 DU1165  HISTORY     - 20060922 GOOD             GEOCAC
 DU1165
 DU1165                          STATION DESCRIPTION
 DU1165
 DU1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1165'2.9 MI NE FROM GLOBE.
 DU1165'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1165'COURTHOUSE IN GLOBE, 103.8 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF
 DU1165'A GUARD RAIL, 99.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.0
 DU1165'FEET SOUTH OF A POWER POLE AND 2.2 FEET WEST OF A FENCE.  NOTE=
 DU1165'REFUSAL WAS REACHED AT 4 FEET.  ACCESS TO THE DISK IS THROUGH A
 DU1165'4-INCH SCREW PLUG.
 DU1165'THE MARK IS 3.7 FT  S FROM A WITNESS POST.
 DU1165'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1165
 DU1165                          STATION RECOVERY (2006)
 DU1165
 DU1165'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1165'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1165'32 25 06.54 (N)   110 44 02.34 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0107 ***********************************************************************
 GP0107  DESIGNATION -  P 404
 GP0107  PID         -  GP0107
 GP0107  STATE/COUNTY-  AZ/COCONINO
 GP0107  USGS QUAD   -  PAGE (1985)
 GP0107
 GP0107                         *CURRENT SURVEY CONTROL
 GP0107  ___________________________________________________________________
 GP0107* NAD 83(1986)-  36 55 02.     (N)    111 28 41.     (W)     SCALED    
 GP0107* NAVD 88     -      1238.118  (meters)    4062.06   (feet)  ADJUSTED  
 GP0107  ___________________________________________________________________
 GP0107  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0107  DYNAMIC HT  -        1236.710 (meters)    4057.44  (feet)  COMP
 GP0107  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 GP0107
 GP0107  VERT ORDER  -  FIRST     CLASS II
 GP0107
 GP0107.The horizontal coordinates were scaled from a topographic map and have
 GP0107.an estimated accuracy of +/- 6 seconds.
 GP0107
 GP0107.The orthometric height was determined by differential leveling
 GP0107.and adjusted in June 1991.
 GP0107
 GP0107.The geoid height was determined by GEOID03.
 GP0107
 GP0107.The dynamic height is computed by dividing the NAVD 88
 GP0107.geopotential number by the normal gravity value computed on the
 GP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0107.degrees latitude (g = 980.6199 gals.).
 GP0107
 GP0107.The modeled gravity was interpolated from observed gravity values.
 GP0107
 GP0107;                    North         East    Units  Estimated Accuracy
 GP0107;SPC AZ C     -   656,370.      252,440.      MT  (+/- 180 meters Scaled)
 GP0107
 GP0107                          SUPERSEDED SURVEY CONTROL
 GP0107
 GP0107  NGVD 29 (??/??/92) 1237.239  (m)         4059.18   (f) ADJ UNCH    1 2
 GP0107
 GP0107.Superseded values are not recommended for survey control.
 GP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0107.See file dsdata.txt to determine how the superseded data were derived.
 GP0107
 GP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF574857(NAD 83)
 GP0107_MARKER: DB = BENCH MARK DISK
 GP0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0107_SP_SET: APRON
 GP0107_STAMPING: P 404 1962
 GP0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0107
 GP0107  HISTORY     - Date     Condition        Report By
 GP0107  HISTORY     - 1962     MONUMENTED       CGS
 GP0107  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0107
 GP0107                          STATION DESCRIPTION
 GP0107
 GP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0107'1.85 MI S FROM PAGE.
 GP0107'ABOUT 1.85 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0107'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT THE GLEN CANYON COUNTRY
 GP0107'CLUB, ON THE CONCRETE APRON AT THE MAIN ENTRANCE TO THE CLUB, 4.0 FEET
 GP0107'EAST OF THE MAIN ENTRANCE TO THE CLUB, AND SET IN THE TOP AND CENTER
 GP0107'OF THE CONCRETE APRON.
 GP0107
 GP0107                          STATION RECOVERY (1983)
 GP0107
 GP0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0107'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1197 ***********************************************************************
 DU1197  DESIGNATION -  P 405
 DU1197  PID         -  DU1197
 DU1197  STATE/COUNTY-  AZ/GILA
 DU1197  USGS QUAD   -  CHRYSOTILE (1966)
 DU1197
 DU1197                         *CURRENT SURVEY CONTROL
 DU1197  ___________________________________________________________________
 DU1197* NAD 83(1986)-  33 39 00.     (N)    110 34 25.     (W)     SCALED    
 DU1197* NAVD 88     -      1739.167  (meters)    5705.92   (feet)  ADJUSTED  
 DU1197  ___________________________________________________________________
 DU1197  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DU1197  DYNAMIC HT  -        1736.678 (meters)    5697.75  (feet)  COMP
 DU1197  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 DU1197
 DU1197  VERT ORDER  -  FIRST     CLASS II
 DU1197
 DU1197.The horizontal coordinates were scaled from a topographic map and have
 DU1197.an estimated accuracy of +/- 6 seconds.
 DU1197
 DU1197.The orthometric height was determined by differential leveling
 DU1197.and adjusted in June 1991.
 DU1197
 DU1197.The geoid height was determined by GEOID03.
 DU1197
 DU1197.The dynamic height is computed by dividing the NAVD 88
 DU1197.geopotential number by the normal gravity value computed on the
 DU1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1197.degrees latitude (g = 980.6199 gals.).
 DU1197
 DU1197.The modeled gravity was interpolated from observed gravity values.
 DU1197
 DU1197;                    North         East    Units  Estimated Accuracy
 DU1197;SPC AZ E     -   293,910.      175,620.      MT  (+/- 180 meters Scaled)
 DU1197
 DU1197                          SUPERSEDED SURVEY CONTROL
 DU1197
 DU1197.No superseded survey control is available for this station.
 DU1197
 DU1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC395234(NAD 83)
 DU1197_MARKER: DB = BENCH MARK DISK
 DU1197_SETTING: 66 = SET IN ROCK OUTCROP
 DU1197_SP_SET: ROCK OUTCROP
 DU1197_STAMPING: P 405 1979
 DU1197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1197+STABILITY: POSITION/ELEVATION WELL
 DU1197
 DU1197  HISTORY     - Date     Condition        Report By
 DU1197  HISTORY     - 1979     MONUMENTED       NGS
 DU1197
 DU1197                          STATION DESCRIPTION
 DU1197
 DU1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1197'23.8 MI NE FROM GLOBE.
 DU1197'23.8 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1197'COURTHOUSE IN GLOBE, 34.8 FEET SOUTH OF THE CENTERLINE OF THE
 DU1197'HIGHWAY AND 176.2 FEET WEST AND ACROSS THE HIGHWAY FROM MILE
 DU1197'MARKER NUMBR 278.
 DU1197'THE MARK IS 3.1 FT  NNE FROM A WITNESS POST.
 DU1197'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0078 ***********************************************************************
 GP0078  DESIGNATION -  P 405
 GP0078  PID         -  GP0078
 GP0078  STATE/COUNTY-  AZ/COCONINO
 GP0078  USGS QUAD   -  PAGE (1985)
 GP0078
 GP0078                         *CURRENT SURVEY CONTROL
 GP0078  ___________________________________________________________________
 GP0078* NAD 83(1986)-  36 56 02.     (N)    111 26 04.     (W)     SCALED    
 GP0078* NAVD 88     -      1191.381  (meters)    3908.72   (feet)  ADJUSTED  
 GP0078  ___________________________________________________________________
 GP0078  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0078  DYNAMIC HT  -        1190.009 (meters)    3904.22  (feet)  COMP
 GP0078  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 GP0078
 GP0078  VERT ORDER  -  FIRST     CLASS II
 GP0078
 GP0078.The horizontal coordinates were scaled from a topographic map and have
 GP0078.an estimated accuracy of +/- 6 seconds.
 GP0078
 GP0078.The orthometric height was determined by differential leveling
 GP0078.and adjusted in June 1991.
 GP0078
 GP0078.The geoid height was determined by GEOID03.
 GP0078
 GP0078.The dynamic height is computed by dividing the NAVD 88
 GP0078.geopotential number by the normal gravity value computed on the
 GP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0078.degrees latitude (g = 980.6199 gals.).
 GP0078
 GP0078.The modeled gravity was interpolated from observed gravity values.
 GP0078
 GP0078;                    North         East    Units  Estimated Accuracy
 GP0078;SPC AZ C     -   658,240.      256,320.      MT  (+/- 180 meters Scaled)
 GP0078
 GP0078                          SUPERSEDED SURVEY CONTROL
 GP0078
 GP0078  NGVD 29 (??/??/92) 1190.480  (m)         3905.77   (f) ADJ UNCH    1 2
 GP0078
 GP0078.Superseded values are not recommended for survey control.
 GP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0078.See file dsdata.txt to determine how the superseded data were derived.
 GP0078
 GP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF613876(NAD 83)
 GP0078_MARKER: DB = BENCH MARK DISK
 GP0078_SETTING: 66 = SET IN ROCK OUTCROP
 GP0078_SP_SET: SANDSTONE OUTCROP
 GP0078_STAMPING: P 405 1962
 GP0078_MARK LOGO: CGS   
 GP0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0078+STABILITY: POSITION/ELEVATION WELL
 GP0078
 GP0078  HISTORY     - Date     Condition        Report By
 GP0078  HISTORY     - 1962     MONUMENTED       CGS
 GP0078  HISTORY     - 19951211 GOOD             CHANCE
 GP0078
 GP0078                          STATION DESCRIPTION
 GP0078
 GP0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0078'2.35 MI NE FROM PAGE.
 GP0078'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0078'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0078'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0078'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0078'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0078'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 0.85 MILE NORTHEAST
 GP0078'ACROSS COUNTRY.  0.3 MILE NORTHEAST OF THE BASE OF MANSON MESA, 0.45
 GP0078'MILE SOUTHWEST OF THE SOUTHWEST RIM OF ANTELOPE CREEK, SET IN THE TOP
 GP0078'OF A SANDSTONE OUTCROP WHICH IS ON THE SOUTHEAST EDGE OF A WASH, 78
 GP0078'FEET SOUTHEAST OF THE CENTER LINE OF A WASH WHICH DRAINS TO THE
 GP0078'NORTH-NORTHEAST, 112 FEET NORTH OF A 4X4-INCH WHITE WOODEN POST WHICH
 GP0078'IS ON THE CREST OF A SMALL SANDY KNOLL, AND 23.5 FEET NORTHWEST OF A
 GP0078'METAL WITNESS POST.
 GP0078
 GP0078                          STATION RECOVERY (1995)
 GP0078
 GP0078'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 GP0078'RECOVERY NOTE BY CHANCE 1995 RECOVERED AS DESCRIBED AND IN GOOD
 GP0078'CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0332 ***********************************************************************
 ER0332  DESIGNATION -  P 406
 ER0332  PID         -  ER0332
 ER0332  STATE/COUNTY-  AZ/NAVAJO
 ER0332  USGS QUAD   -  INDIAN PINE (1977)
 ER0332
 ER0332                         *CURRENT SURVEY CONTROL
 ER0332  ___________________________________________________________________
 ER0332* NAD 83(1986)-  34 04 52.     (N)    109 52 34.     (W)     SCALED    
 ER0332* NAVD 88     -      2216.141  (meters)    7270.79   (feet)  ADJUSTED  
 ER0332  ___________________________________________________________________
 ER0332  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ER0332  DYNAMIC HT  -        2212.712 (meters)    7259.54  (feet)  COMP
 ER0332  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 ER0332
 ER0332  VERT ORDER  -  FIRST     CLASS II
 ER0332
 ER0332.The horizontal coordinates were scaled from a topographic map and have
 ER0332.an estimated accuracy of +/- 6 seconds.
 ER0332
 ER0332.The orthometric height was determined by differential leveling
 ER0332.and adjusted in June 1991.
 ER0332
 ER0332.The geoid height was determined by GEOID03.
 ER0332
 ER0332.The dynamic height is computed by dividing the NAVD 88
 ER0332.geopotential number by the normal gravity value computed on the
 ER0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0332.degrees latitude (g = 980.6199 gals.).
 ER0332
 ER0332.The modeled gravity was interpolated from observed gravity values.
 ER0332
 ER0332;                    North         East    Units  Estimated Accuracy
 ER0332;SPC AZ E     -   341,690.      240,180.      MT  (+/- 180 meters Scaled)
 ER0332
 ER0332                          SUPERSEDED SURVEY CONTROL
 ER0332
 ER0332.No superseded survey control is available for this station.
 ER0332
 ER0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC036717(NAD 83)
 ER0332_MARKER: DB = BENCH MARK DISK
 ER0332_SETTING: 66 = SET IN ROCK OUTCROP
 ER0332_SP_SET: ROCK OUTCROP
 ER0332_STAMPING: P 406 1979
 ER0332_MARK LOGO: NGS   
 ER0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0332+STABILITY: POSITION/ELEVATION WELL
 ER0332
 ER0332  HISTORY     - Date     Condition        Report By
 ER0332  HISTORY     - 1979     MONUMENTED       NGS
 ER0332  HISTORY     - 1983     GOOD             NGS
 ER0332
 ER0332                          STATION DESCRIPTION
 ER0332
 ER0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0332'1.5 MI WEST FROM MCNARY.
 ER0332'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0332'AND THENCE 1.55 MILES WEST ALONG STATE HIGHWAY 260, 0.2 MILE NORTHEAST
 ER0332'OF HIGHWAY MILE MARKER 359, 133.2 FEET NORTH-NORTHWEST OF THE
 ER0332'CENTERLINE OF THE HIGHWAY AND 36.6 FEET NORTH-NORTHWEST OF A BARBED
 ER0332'WIRE FENCE.
 ER0332'THE MARK IS 6.9 FT  NW FROM A WITNESS POST.
 ER0332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0332
 ER0332                          STATION RECOVERY (1983)
 ER0332
 ER0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1230 ***********************************************************************
 DU1230  DESIGNATION -  P 407
 DU1230  PID         -  DU1230
 DU1230  STATE/COUNTY-  AZ/GILA
 DU1230  USGS QUAD   -  CEDAR CREEK (1978)
 DU1230
 DU1230                         *CURRENT SURVEY CONTROL
 DU1230  ___________________________________________________________________
 DU1230* NAD 83(1986)-  33 56 55.     (N)    110 13 15.     (W)     SCALED    
 DU1230* NAVD 88     -      1609.102  (meters)    5279.20   (feet)  ADJUSTED  
 DU1230  ___________________________________________________________________
 DU1230  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DU1230  DYNAMIC HT  -        1606.790 (meters)    5271.61  (feet)  COMP
 DU1230  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 DU1230
 DU1230  VERT ORDER  -  FIRST     CLASS II
 DU1230
 DU1230.The horizontal coordinates were scaled from a topographic map and have
 DU1230.an estimated accuracy of +/- 6 seconds.
 DU1230
 DU1230.The orthometric height was determined by differential leveling
 DU1230.and adjusted in June 1991.
 DU1230
 DU1230.The geoid height was determined by GEOID03.
 DU1230
 DU1230.The dynamic height is computed by dividing the NAVD 88
 DU1230.geopotential number by the normal gravity value computed on the
 DU1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1230.degrees latitude (g = 980.6199 gals.).
 DU1230
 DU1230.The modeled gravity was interpolated from observed gravity values.
 DU1230
 DU1230;                    North         East    Units  Estimated Accuracy
 DU1230;SPC AZ E     -   326,960.      208,350.      MT  (+/- 180 meters Scaled)
 DU1230
 DU1230                          SUPERSEDED SURVEY CONTROL
 DU1230
 DU1230.No superseded survey control is available for this station.
 DU1230
 DU1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC719567(NAD 83)
 DU1230_MARKER: DB = BENCH MARK DISK
 DU1230_SETTING: 66 = SET IN ROCK OUTCROP
 DU1230_SP_SET: ROCK OUTCROP
 DU1230_STAMPING: P 407 1979
 DU1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1230+STABILITY: POSITION/ELEVATION WELL
 DU1230
 DU1230  HISTORY     - Date     Condition        Report By
 DU1230  HISTORY     - 1979     MONUMENTED       NGS
 DU1230
 DU1230                          STATION DESCRIPTION
 DU1230
 DU1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1230'4.5 MI SE FROM CARRIZO JUNCTION.
 DU1230'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1230'U.S. HIGHWAY 60 IN CARRIZO JUNCTION, 83.4 FEET SOUTHWEST OF THE
 DU1230'CENTERLINE AND OF THE HIGHWAY AND 18.6 FEET NORTHEAST OF A FENCE.
 DU1230'THE MARK IS 2.9 FT  N FROM A WITNESS POST.
 DU1230'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0382 ***********************************************************************
 ER0382  DESIGNATION -  P 408
 ER0382  PID         -  ER0382
 ER0382  STATE/COUNTY-  AZ/APACHE
 ER0382  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0382
 ER0382                         *CURRENT SURVEY CONTROL
 ER0382  ___________________________________________________________________
 ER0382* NAD 83(1986)-  34 06 31.     (N)    109 14 56.     (W)     SCALED    
 ER0382* NAVD 88     -      2181.771  (meters)    7158.03   (feet)  ADJUSTED  
 ER0382  ___________________________________________________________________
 ER0382  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ER0382  DYNAMIC HT  -        2178.347 (meters)    7146.79  (feet)  COMP
 ER0382  MODELED GRAV-     978,988.1   (mgal)                       NAVD 88
 ER0382
 ER0382  VERT ORDER  -  FIRST     CLASS II
 ER0382
 ER0382.The horizontal coordinates were scaled from a topographic map and have
 ER0382.an estimated accuracy of +/- 6 seconds.
 ER0382
 ER0382.The orthometric height was determined by differential leveling
 ER0382.and adjusted in June 1991.
 ER0382
 ER0382.The geoid height was determined by GEOID03.
 ER0382
 ER0382.The dynamic height is computed by dividing the NAVD 88
 ER0382.geopotential number by the normal gravity value computed on the
 ER0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0382.degrees latitude (g = 980.6199 gals.).
 ER0382
 ER0382.The modeled gravity was interpolated from observed gravity values.
 ER0382
 ER0382;                    North         East    Units  Estimated Accuracy
 ER0382;SPC AZ E     -   345,080.      298,030.      MT  (+/- 180 meters Scaled)
 ER0382
 ER0382                          SUPERSEDED SURVEY CONTROL
 ER0382
 ER0382.No superseded survey control is available for this station.
 ER0382
 ER0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC615755(NAD 83)
 ER0382_MARKER: I = METAL ROD
 ER0382_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0382+WITH SETTING: INFORMATION.
 ER0382_SP_SET: SHALLOW SET METAL ROD
 ER0382_STAMPING: P 408 1980
 ER0382_PROJECTION: FLUSH
 ER0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0382_ROD/PIPE-DEPTH: 2.1  meters
 ER0382
 ER0382  HISTORY     - Date     Condition        Report By
 ER0382  HISTORY     - 1980     MONUMENTED       NGS
 ER0382
 ER0382                          STATION DESCRIPTION
 ER0382
 ER0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0382'4.3 KM SE FROM EAGAR.
 ER0382'4.3 KM (2.65 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0382'FROM THE POST OFFICE IN EAGAR, AT THE JUNCTION OF U.S. HIGHWAY 180,
 ER0382'17.5 METERS (57 4 FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF
 ER0382'THE HIGHWAYS, 13.3 METERS (43.7 FT) NORTHEAST OF THE CENTERLINE OF
 ER0382'U.S. HIGHWAY 180, 1.9 METERS (6.2 FT) SOUTHWEST OF A FENCE AND 1.2
 ER0382'METERS (3.9 FT) SOUTHEAST OF POWER POLE NUMBER 59R1L 13R17, NOTE=
 ER0382'REFUSAL WAS REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE
 ER0382'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0382'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ER0382'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0475 ***********************************************************************
 DT0475  DESIGNATION -  P 409
 DT0475  PID         -  DT0475
 DT0475  STATE/COUNTY-  AZ/APACHE
 DT0475  USGS QUAD   -  LUNA LAKE (1991)
 DT0475
 DT0475                         *CURRENT SURVEY CONTROL
 DT0475  ___________________________________________________________________
 DT0475* NAD 83(1986)-  33 50 10.     (N)    109 07 30.     (W)     SCALED    
 DT0475* NAVD 88     -      2416.530  (meters)    7928.23   (feet)  ADJUSTED  
 DT0475  ___________________________________________________________________
 DT0475  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DT0475  DYNAMIC HT  -        2412.597 (meters)    7915.33  (feet)  COMP
 DT0475  MODELED GRAV-     978,921.4   (mgal)                       NAVD 88
 DT0475
 DT0475  VERT ORDER  -  FIRST     CLASS II
 DT0475
 DT0475.The horizontal coordinates were scaled from a topographic map and have
 DT0475.an estimated accuracy of +/- 6 seconds.
 DT0475
 DT0475.The orthometric height was determined by differential leveling
 DT0475.and adjusted in June 1991.
 DT0475
 DT0475.The geoid height was determined by GEOID03.
 DT0475
 DT0475.The dynamic height is computed by dividing the NAVD 88
 DT0475.geopotential number by the normal gravity value computed on the
 DT0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0475.degrees latitude (g = 980.6199 gals.).
 DT0475
 DT0475.The modeled gravity was interpolated from observed gravity values.
 DT0475
 DT0475;                    North         East    Units  Estimated Accuracy
 DT0475;SPC AZ E     -   314,970.      309,770.      MT  (+/- 180 meters Scaled)
 DT0475
 DT0475                          SUPERSEDED SURVEY CONTROL
 DT0475
 DT0475.No superseded survey control is available for this station.
 DT0475
 DT0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC734455(NAD 83)
 DT0475_MARKER: DB = BENCH MARK DISK
 DT0475_SETTING: 66 = SET IN ROCK OUTCROP
 DT0475_SP_SET: ROCK OUTCROP
 DT0475_STAMPING: P 409 1980
 DT0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0475+STABILITY: POSITION/ELEVATION WELL
 DT0475
 DT0475  HISTORY     - Date     Condition        Report By
 DT0475  HISTORY     - 1980     MONUMENTED       NGS
 DT0475  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0475
 DT0475                          STATION DESCRIPTION
 DT0475
 DT0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0475'2.8 KM SE FROM ALPINE.
 DT0475'2.8 KM (1.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0475'POST OFFICE IN ALPINE, 0.3 KM (0.2 MI) SOUTHEAST OF MILE
 DT0475'POST 428, 0.2 KM (0.1 MI) SOUTHEAST OF A SIDE ROAD LEADING
 DT0475'SOUTH, 55.5 METERS (182.0 FT) EAST OF THE CENTER OF A DRIVEWAY
 DT0475'LEADING NORTH, 17.0 METERS (55.8 FT) SOUTH OF A FENCE AND 14.6 METERS
 DT0475'(47.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DT0475'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DT0475'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DT0475
 DT0475                          STATION RECOVERY (2005)
 DT0475
 DT0475'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0475'MARK NOT FOUND.  HIGHWAY WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0193 ***********************************************************************
 ER0193  DESIGNATION -  P 41
 ER0193  PID         -  ER0193
 ER0193  STATE/COUNTY-  AZ/APACHE
 ER0193  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0193
 ER0193                         *CURRENT SURVEY CONTROL
 ER0193  ___________________________________________________________________
 ER0193* NAD 83(1986)-  34 05 47.     (N)    109 13 45.     (W)     SCALED    
 ER0193* NAVD 88     -      2315.603  (meters)    7597.11   (feet)  ADJUSTED  
 ER0193  ___________________________________________________________________
 ER0193  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 ER0193  DYNAMIC HT  -        2311.931 (meters)    7585.06  (feet)  COMP
 ER0193  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 ER0193
 ER0193  VERT ORDER  -  FIRST     CLASS II
 ER0193
 ER0193.The horizontal coordinates were scaled from a topographic map and have
 ER0193.an estimated accuracy of +/- 6 seconds.
 ER0193
 ER0193.The orthometric height was determined by differential leveling
 ER0193.and adjusted in June 1991.
 ER0193.WARNING-Repeat measurements at this control monument indicate possible
 ER0193.vertical movement.
 ER0193
 ER0193.The geoid height was determined by GEOID03.
 ER0193
 ER0193.The dynamic height is computed by dividing the NAVD 88
 ER0193.geopotential number by the normal gravity value computed on the
 ER0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0193.degrees latitude (g = 980.6199 gals.).
 ER0193
 ER0193.The modeled gravity was interpolated from observed gravity values.
 ER0193
 ER0193;                    North         East    Units  Estimated Accuracy
 ER0193;SPC AZ E     -   343,740.      299,870.      MT  (+/- 180 meters Scaled)
 ER0193
 ER0193                          SUPERSEDED SURVEY CONTROL
 ER0193
 ER0193  NGVD 29 (??/??/92) 2314.574  (m)         7593.73   (f) ADJ UNCH    1 2
 ER0193
 ER0193.Superseded values are not recommended for survey control.
 ER0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0193.See file dsdata.txt to determine how the superseded data were derived.
 ER0193
 ER0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC633742(NAD 83)
 ER0193_MARKER: DB = BENCH MARK DISK
 ER0193_SETTING: 66 = SET IN ROCK OUTCROP
 ER0193_SP_SET: ROCK OUTCROP
 ER0193_STAMPING: P 41 1934
 ER0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0193+STABILITY: POSITION/ELEVATION WELL
 ER0193
 ER0193  HISTORY     - Date     Condition        Report By
 ER0193  HISTORY     - 1934     MONUMENTED       CGS
 ER0193  HISTORY     - 1980     GOOD             NGS
 ER0193
 ER0193                          STATION DESCRIPTION
 ER0193
 ER0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0193'4.6 MI SE FROM EAGAR.
 ER0193'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 AND 666 FROM EAGAR, APACHE
 ER0193'COUNTY, 250 FEET NORTHWEST OF A CATTLE GUARD AT THE SUMMIT OF PICNIC
 ER0193'HILL, 14 FEET SOUTHWEST OF THE END OF AN 18-INCH IRON PIPE CULVERT, 24
 ER0193'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 ER0193'OUTCROP, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 ER0193'P 41 1934.
 ER0193
 ER0193                          STATION RECOVERY (1980)
 ER0193
 ER0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0193'4.2 KM (2.6 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0193'FROM THE POST OFFICE IN EAGAR, THENCE 3.4 KM (2.1 MI)
 ER0193'SOUTHEAST ALONG U.S. HIGHWAY 180, 0.2 KM (0.15 MI)
 ER0193'NORTHWEST OF MILE POST 405, 0.2 KM (0.1 MI) NORTHWEST OF
 ER0193'COUNTY ROAD 130, IN THE TOP OF A 4 BY 4 FT ROCK OUTCROP,
 ER0193'89.6 METERS (294.0 FT) WEST OF THE SOUTHWEST CORNER OF A CATTLE
 ER0193'GUARD, 11.4 METERS (37.5 FT) NORTHWEST OF A FENCE CORNER, 9.4
 ER0193'METERS (31.0 FT) NORTH OF A FENCE, 7.3 METERS (24.0 FT) SOUTHWEST
 ER0193'OF THE CENTERLINE OF THE HIGHWAY, 4.3 METERS (14.0 FT) SOUTHWEST OF
 ER0193'THE SOUTHWEST END OF A 18 INCH PIPE CULVERT.
 ER0193'THE MARK IS 1.1 METERS  W FROM A WITNESS POST.
 ER0193'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0349 ***********************************************************************
 ER0349  DESIGNATION -  P 410
 ER0349  PID         -  ER0349
 ER0349  STATE/COUNTY-  AZ/APACHE
 ER0349  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0349
 ER0349                         *CURRENT SURVEY CONTROL
 ER0349  ___________________________________________________________________
 ER0349* NAD 83(1986)-  34 02 29.     (N)    109 40 30.     (W)     SCALED    
 ER0349* NAVD 88     -      2509.224  (meters)    8232.35   (feet)  ADJUSTED  
 ER0349  ___________________________________________________________________
 ER0349  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 ER0349  DYNAMIC HT  -        2505.164 (meters)    8219.03  (feet)  COMP
 ER0349  MODELED GRAV-     978,926.8   (mgal)                       NAVD 88
 ER0349
 ER0349  VERT ORDER  -  FIRST     CLASS II
 ER0349
 ER0349.The horizontal coordinates were scaled from a topographic map and have
 ER0349.an estimated accuracy of +/- 6 seconds.
 ER0349
 ER0349.The orthometric height was determined by differential leveling
 ER0349.and adjusted in June 1991.
 ER0349
 ER0349.The geoid height was determined by GEOID03.
 ER0349
 ER0349.The dynamic height is computed by dividing the NAVD 88
 ER0349.geopotential number by the normal gravity value computed on the
 ER0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0349.degrees latitude (g = 980.6199 gals.).
 ER0349
 ER0349.The modeled gravity was interpolated from observed gravity values.
 ER0349
 ER0349;                    North         East    Units  Estimated Accuracy
 ER0349;SPC AZ E     -   337,350.      258,760.      MT  (+/- 180 meters Scaled)
 ER0349
 ER0349                          SUPERSEDED SURVEY CONTROL
 ER0349
 ER0349.No superseded survey control is available for this station.
 ER0349
 ER0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC223675(NAD 83)
 ER0349_MARKER: I = METAL ROD
 ER0349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0349+WITH SETTING: INFORMATION.
 ER0349_SP_SET: SHALLOW SET METAL ROD
 ER0349_STAMPING: P 410 1980
 ER0349_PROJECTION: FLUSH
 ER0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0349_ROD/PIPE-DEPTH: 3.7  meters
 ER0349
 ER0349  HISTORY     - Date     Condition        Report By
 ER0349  HISTORY     - 1980     MONUMENTED       NGS
 ER0349
 ER0349                          STATION DESCRIPTION
 ER0349
 ER0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0349'18.2 KM EAST FROM MCNARY.
 ER0349'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0349'OFFICE IN MCNARY, THENCE 18.1 KM (11.25 MI) EAST ALONG
 ER0349'STATE HIGHWAY 260, 0.2 KM (0.1 MI) WEST OF MILE POST 373,
 ER0349'37.5 METERS (123.0 FT) WEST OF THE NORTHWEST END OF A CATTLE GUARD,
 ER0349'30.0 METERS (98.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 ER0349'10.4 METERS (34.0 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING
 ER0349'NORTHEAST AND 0.5 METERS (1.6 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 ER0349'REACHED AT 3.7 METERS (12.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0349'THOROUGH A 5-INCH LOGO CAP.
 ER0349'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 ER0349'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0353 ***********************************************************************
 ER0353  DESIGNATION -  P 411
 ER0353  PID         -  ER0353
 ER0353  STATE/COUNTY-  AZ/APACHE
 ER0353  USGS QUAD   -  GREENS PEAK (1969)
 ER0353
 ER0353                         *CURRENT SURVEY CONTROL
 ER0353  ___________________________________________________________________
 ER0353* NAD 83(1986)-  34 01 53.     (N)    109 37 21.     (W)     SCALED    
 ER0353* NAVD 88     -      2702.009  (meters)    8864.84   (feet)  ADJUSTED  
 ER0353  ___________________________________________________________________
 ER0353  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0353  DYNAMIC HT  -        2697.543 (meters)    8850.19  (feet)  COMP
 ER0353  MODELED GRAV-     978,884.6   (mgal)                       NAVD 88
 ER0353
 ER0353  VERT ORDER  -  FIRST     CLASS II
 ER0353
 ER0353.The horizontal coordinates were scaled from a topographic map and have
 ER0353.an estimated accuracy of +/- 6 seconds.
 ER0353
 ER0353.The orthometric height was determined by differential leveling
 ER0353.and adjusted in June 1991.
 ER0353
 ER0353.The geoid height was determined by GEOID03.
 ER0353
 ER0353.The dynamic height is computed by dividing the NAVD 88
 ER0353.geopotential number by the normal gravity value computed on the
 ER0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0353.degrees latitude (g = 980.6199 gals.).
 ER0353
 ER0353.The modeled gravity was interpolated from observed gravity values.
 ER0353
 ER0353;                    North         East    Units  Estimated Accuracy
 ER0353;SPC AZ E     -   336,270.      263,610.      MT  (+/- 180 meters Scaled)
 ER0353
 ER0353                          SUPERSEDED SURVEY CONTROL
 ER0353
 ER0353.No superseded survey control is available for this station.
 ER0353
 ER0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC271664(NAD 83)
 ER0353_MARKER: DB = BENCH MARK DISK
 ER0353_SETTING: 66 = SET IN ROCK OUTCROP
 ER0353_SP_SET: ROCK OUTCROP
 ER0353_STAMPING: P 411 1980
 ER0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0353+STABILITY: POSITION/ELEVATION WELL
 ER0353
 ER0353  HISTORY     - Date     Condition        Report By
 ER0353  HISTORY     - 1980     MONUMENTED       NGS
 ER0353  HISTORY     - 20050729 GOOD             USPSQD
 ER0353
 ER0353                          STATION DESCRIPTION
 ER0353
 ER0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0353'24.1 KM EAST FROM MCNARY.
 ER0353'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0353'OFFICE IN MCNARY, THENCE 24.0 KM (14.9 MI) EAST ALONG
 ER0353'STATE HIGHWAY 260, 0.2 KM ( 0.1 MI) NORTHEAST OF THE
 ER0353'ENTRANCE ROAD TO A-1 LAKE, IN TOP OF ROCK OUTCROP ACROSS THE HIGHWAY
 ER0353'FROM THE LAKE, 17.5 METERS (57.4 FT) NORTHWEST OF THE CENTERLINE OF
 ER0353'THE HIGHWAY, 13.2 METERS (43.3 FT) SOUTHEAST OF A FENCE AND 6.5 METERS
 ER0353'(21.3 FT) SOUTHEAST OF THE EAST ONE OF TWO TWENTY-FOUR INCH PINE
 ER0353'TREES.
 ER0353'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 ER0353'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 ER0353
 ER0353                          STATION RECOVERY (2005)
 ER0353
 ER0353'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0353'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1029 ***********************************************************************
 DV1029  DESIGNATION -  P 413 44
 DV1029  PID         -  DV1029
 DV1029  STATE/COUNTY-  AZ/MARICOPA
 DV1029  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1029
 DV1029                         *CURRENT SURVEY CONTROL
 DV1029  ___________________________________________________________________
 DV1029* NAD 83(1986)-  33 33 17.     (N)    113 15 48.     (W)     SCALED    
 DV1029* NAVD 88     -       404.56   (+/-2cm)    1327.3    (feet)  VERTCON   
 DV1029  ___________________________________________________________________
 DV1029  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DV1029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1029
 DV1029.The horizontal coordinates were scaled from a topographic map and have
 DV1029.an estimated accuracy of +/- 6 seconds.
 DV1029
 DV1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1029.The vertical order pertains to the NGVD 29 superseded value.
 DV1029
 DV1029.The geoid height was determined by GEOID03.
 DV1029
 DV1029;                    North         East    Units  Estimated Accuracy
 DV1029;SPC AZ C     -   284,080.       88,310.      MT  (+/- 180 meters Scaled)
 DV1029
 DV1029                          SUPERSEDED SURVEY CONTROL
 DV1029
 DV1029  NGVD 29 (??/??/92)  403.951  (m)         1325.30   (f) ADJ UNCH    2 0
 DV1029
 DV1029.Superseded values are not recommended for survey control.
 DV1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1029.See file dsdata.txt to determine how the superseded data were derived.
 DV1029
 DV1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC898150(NAD 83)
 DV1029_MARKER: DB = BENCH MARK DISK
 DV1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1029_STAMPING: P 413 44 1962
 DV1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1029+STABILITY: SURFACE MOTION
 DV1029
 DV1029  HISTORY     - Date     Condition        Report By
 DV1029  HISTORY     - 1962     MONUMENTED       CGS
 DV1029
 DV1029                          STATION DESCRIPTION
 DV1029
 DV1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1029'27.8 MI SE FROM SALOME.
 DV1029'22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1029'AT SALOME TO THE JUNCTION OF A ROAD NORTH TO AGUILA, AND A NARROW
 DV1029'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1029'BLADED ROAD, THENCE 2.0 MILES EAST-SOUTHEAST ALONG A BLADED TRACK
 DV1029'WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV1029'10, 2.4 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1029'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1018 ***********************************************************************
 DU1018  DESIGNATION -  P 414
 DU1018  PID         -  DU1018
 DU1018  STATE/COUNTY-  AZ/PINAL
 DU1018  USGS QUAD   -  GILA BUTTE (1981)
 DU1018
 DU1018                         *CURRENT SURVEY CONTROL
 DU1018  ___________________________________________________________________
 DU1018* NAD 83(1986)-  33 08 23.     (N)    111 51 29.     (W)     SCALED    
 DU1018* NAVD 88     -       366.19   (+/-2cm)    1201.4    (feet)  VERTCON   
 DU1018  ___________________________________________________________________
 DU1018  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1018
 DU1018.The horizontal coordinates were scaled from a topographic map and have
 DU1018.an estimated accuracy of +/- 6 seconds.
 DU1018
 DU1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1018.The vertical order pertains to the NGVD 29 superseded value.
 DU1018
 DU1018.The geoid height was determined by GEOID03.
 DU1018
 DU1018;                    North         East    Units  Estimated Accuracy
 DU1018;SPC AZ C     -   237,250.      218,830.      MT  (+/- 180 meters Scaled)
 DU1018
 DU1018                          SUPERSEDED SURVEY CONTROL
 DU1018
 DU1018  NGVD 29 (??/??/92)  365.718  (m)         1199.86   (f) ADJ UNCH    2 0
 DU1018
 DU1018.Superseded values are not recommended for survey control.
 DU1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1018.See file dsdata.txt to determine how the superseded data were derived.
 DU1018
 DU1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB199671(NAD 83)
 DU1018_MARKER: DB = BENCH MARK DISK
 DU1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1018_STAMPING: P 414 1962
 DU1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1018+STABILITY: SURFACE MOTION
 DU1018
 DU1018  HISTORY     - Date     Condition        Report By
 DU1018  HISTORY     - 1962     MONUMENTED       CGS
 DU1018  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 DU1018
 DU1018                          STATION DESCRIPTION
 DU1018
 DU1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1018'5.1 MI NE FROM CASA BLANCA.
 DU1018'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1018'SCHOOL, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 93, THENCE 1.0 MILE
 DU1018'WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 15
 DU1018'FEET WEST OF THE CENTER OF THE DIRT ROAD, 9 FEET EAST OF A FENCE, 6.2
 DU1018'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DU1018'POST FLUSH WITH THE GROUND.
 DU1018
 DU1018                          STATION RECOVERY (2007)
 DU1018
 DU1018'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0852 ***********************************************************************
 DV0852  DESIGNATION -  P 415 64
 DV0852  PID         -  DV0852
 DV0852  STATE/COUNTY-  AZ/MARICOPA
 DV0852  USGS QUAD   -  TONOPAH (1984)
 DV0852
 DV0852                         *CURRENT SURVEY CONTROL
 DV0852  ___________________________________________________________________
 DV0852* NAD 83(1986)-  33 29 35.     (N)    112 55 04.     (W)     SCALED    
 DV0852* NAVD 88     -       336.37   (+/-2cm)    1103.6    (feet)  VERTCON   
 DV0852  ___________________________________________________________________
 DV0852  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0852  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0852
 DV0852.The horizontal coordinates were scaled from a topographic map and have
 DV0852.an estimated accuracy of +/- 6 seconds.
 DV0852
 DV0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0852.The vertical order pertains to the NGVD 29 superseded value.
 DV0852
 DV0852.The geoid height was determined by GEOID03.
 DV0852
 DV0852;                    North         East    Units  Estimated Accuracy
 DV0852;SPC AZ C     -   276,880.      120,330.      MT  (+/- 180 meters Scaled)
 DV0852
 DV0852                          SUPERSEDED SURVEY CONTROL
 DV0852
 DV0852  NGVD 29 (??/??/92)  335.737  (m)         1101.50   (f) ADJ UNCH    1 2
 DV0852
 DV0852.Superseded values are not recommended for survey control.
 DV0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0852.See file dsdata.txt to determine how the superseded data were derived.
 DV0852
 DV0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC218075(NAD 83)
 DV0852_MARKER: DB = BENCH MARK DISK
 DV0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0852_STAMPING: P 415 1962 64
 DV0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0852+STABILITY: SURFACE MOTION
 DV0852
 DV0852  HISTORY     - Date     Condition        Report By
 DV0852  HISTORY     - 1962     MONUMENTED       CGS
 DV0852  HISTORY     - 1967     GOOD             NGS
 DV0852  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0852
 DV0852                          STATION DESCRIPTION
 DV0852
 DV0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0852'1.2 MI E FROM TONOPAH.
 DV0852'1.2 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0852'TONOPAH, IN S 25, T 2 N, R 7 W, 49 FEET SOUTH OF THE CENTER LINE OF
 DV0852'THE ROAD, 130 FEET WEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD,
 DV0852'167 FEET SOUTHWEST AND ACROSS THE ROAD FROM A FENCE CORNER, 111 FEET
 DV0852'SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE NUMBER 14, 1.2 FEET
 DV0852'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0852'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0852
 DV0852                          STATION RECOVERY (1981)
 DV0852
 DV0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0852'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1402 ***********************************************************************
 CZ1402  DESIGNATION -  P 416
 CZ1402  PID         -  CZ1402
 CZ1402  STATE/COUNTY-  AZ/PINAL
 CZ1402  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1402
 CZ1402                         *CURRENT SURVEY CONTROL
 CZ1402  ___________________________________________________________________
 CZ1402* NAD 83(1986)-  32 51 54.     (N)    111 41 18.     (W)     SCALED    
 CZ1402* NAVD 88     -       438.26   (+/-2cm)    1437.9    (feet)  VERTCON   
 CZ1402  ___________________________________________________________________
 CZ1402  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1402
 CZ1402.The horizontal coordinates were scaled from a topographic map and have
 CZ1402.an estimated accuracy of +/- 6 seconds.
 CZ1402
 CZ1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1402.The vertical order pertains to the NGVD 29 superseded value.
 CZ1402
 CZ1402.The geoid height was determined by GEOID03.
 CZ1402
 CZ1402;                    North         East    Units  Estimated Accuracy
 CZ1402;SPC AZ C     -   206,800.      234,730.      MT  (+/- 180 meters Scaled)
 CZ1402
 CZ1402                          SUPERSEDED SURVEY CONTROL
 CZ1402
 CZ1402  NGVD 29 (??/??/92)  437.760  (m)         1436.22   (f) ADJ UNCH    2 0
 CZ1402
 CZ1402.Superseded values are not recommended for survey control.
 CZ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1402.See file dsdata.txt to determine how the superseded data were derived.
 CZ1402
 CZ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB356365(NAD 83)
 CZ1402_MARKER: DB = BENCH MARK DISK
 CZ1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1402_SP_SET: FOUNDATION
 CZ1402_STAMPING: P 416 1962
 CZ1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1402
 CZ1402  HISTORY     - Date     Condition        Report By
 CZ1402  HISTORY     - 1962     MONUMENTED       CGS
 CZ1402  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1402
 CZ1402                          STATION DESCRIPTION
 CZ1402
 CZ1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1402'5.0 MI SE FROM CASA GRANDE.
 CZ1402'0.1 MILE EAST ALONG SECOND STREET FROM THE POST OFFICE AT CASA GRANDE,
 CZ1402'THENCE 0.2 MILE NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST
 CZ1402'ALONG FLORENCE BLVD., THENCE 1.0 MILE SOUTH ALONG A ROAD FOLLOWING AN
 CZ1402'IRRIGATION CANAL, 20 FEET EAST OF THE CENTER OF THE ROAD, 12 FEET
 CZ1402'NORTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, SET IN TOP OF THE
 CZ1402'NORTHWEST CORNER OF THE FOUNDATION OF A BRIDGE OVER THE CANAL, 2.6
 CZ1402'FEET WEST OF THE EAST END OF THE FOUNDATION.  NOTE-- THIS MARK MAY
 CZ1402'ALSO BE REACHED FROM THE POST OFFICE AT CASA GRANDE BY GOING 4.85
 CZ1402'MILES SOUTHEAST ALONG STATE HIGHWAY 93 AND 84, THENCE 2.0 MILES NORTH
 CZ1402'ALONG A ROAD FOLLOWING AN IRRIGATION CANAL.
 CZ1402
 CZ1402                          STATION RECOVERY (1966)
 CZ1402
 CZ1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1483 ***********************************************************************
 CZ1483  DESIGNATION -  P 418
 CZ1483  PID         -  CZ1483
 CZ1483  STATE/COUNTY-  AZ/COCHISE
 CZ1483  USGS QUAD   -  DRAGOON (1995)
 CZ1483
 CZ1483                         *CURRENT SURVEY CONTROL
 CZ1483  ___________________________________________________________________
 CZ1483* NAD 83(1986)-  32 02 40.     (N)    110 05 26.     (W)     SCALED    
 CZ1483* NAVD 88     -      1455.557  (meters)    4775.44   (feet)  ADJUSTED  
 CZ1483  ___________________________________________________________________
 CZ1483  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CZ1483  DYNAMIC HT  -        1453.319 (meters)    4768.10  (feet)  COMP
 CZ1483  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 CZ1483
 CZ1483  VERT ORDER  -  FIRST     CLASS II
 CZ1483
 CZ1483.The horizontal coordinates were scaled from a topographic map and have
 CZ1483.an estimated accuracy of +/- 6 seconds.
 CZ1483
 CZ1483.The orthometric height was determined by differential leveling
 CZ1483.and adjusted in June 1991.
 CZ1483
 CZ1483.The geoid height was determined by GEOID03.
 CZ1483
 CZ1483.The dynamic height is computed by dividing the NAVD 88
 CZ1483.geopotential number by the normal gravity value computed on the
 CZ1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1483.degrees latitude (g = 980.6199 gals.).
 CZ1483
 CZ1483.The modeled gravity was interpolated from observed gravity values.
 CZ1483
 CZ1483;                    North         East    Units  Estimated Accuracy
 CZ1483;SPC AZ E     -   115,800.      220,550.      MT  (+/- 180 meters Scaled)
 CZ1483
 CZ1483                          SUPERSEDED SURVEY CONTROL
 CZ1483
 CZ1483.No superseded survey control is available for this station.
 CZ1483
 CZ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA858457(NAD 83)
 CZ1483_MARKER: DB = BENCH MARK DISK
 CZ1483_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1483_SP_SET: ROCK OUTCROP
 CZ1483_STAMPING: P 418 1979
 CZ1483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1483+STABILITY: POSITION/ELEVATION WELL
 CZ1483
 CZ1483  HISTORY     - Date     Condition        Report By
 CZ1483  HISTORY     - 1979     MONUMENTED       NGS
 CZ1483
 CZ1483                          STATION DESCRIPTION
 CZ1483
 CZ1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1483'23.9 KM NE FROM BENSON.
 CZ1483'23.9 KILOMETERS (14.85 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1483'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.2 KILOMETER (0.1
 CZ1483'MILE) SOUTHWEST OF THE Y-JUNCTION OF THE EASTBOUND ON-RAMP ROAD FOR
 CZ1483'TRIANGLE T ROAD, IN TOP OF AND IN A SMALL DEPRESSION IN A MASSIVE
 CZ1483'GRANITE OUTCROP, 22.8 METERS (75 FEET) SOUTHEAST OF THE CENTERLINE
 CZ1483'OF THE EASTBOUND LANES, 12.7 METERS (41.7 FEET) SOUTHEAST OF THE
 CZ1483'CENTERLINE OF THE ON-RAMP ROAD, 6.9 METERS (22.6 FEET) NORTHWEST OF
 CZ1483'AND 3 METERS (9.8 FEET) HIGHER THAN THE SOUTHEAST RIGHT-OF-WAY FENCE
 CZ1483'AND 3.5 METERS (11.5 FEET) NORTHEAST OF THE SOUTHWEST END OF THE
 CZ1483'OUTCROP.
 CZ1483'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 CZ1483'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1503 ***********************************************************************
 CZ1503  DESIGNATION -  P 419
 CZ1503  PID         -  CZ1503
 CZ1503  STATE/COUNTY-  AZ/PIMA
 CZ1503  USGS QUAD   -  TUCSON SW (1992)
 CZ1503
 CZ1503                         *CURRENT SURVEY CONTROL
 CZ1503  ___________________________________________________________________
 CZ1503* NAD 83(1986)-  32 00 05.     (N)    110 57 03.     (W)     SCALED    
 CZ1503* NAVD 88     -       810.260  (meters)    2658.33   (feet)  ADJUSTED  
 CZ1503  ___________________________________________________________________
 CZ1503  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ1503  DYNAMIC HT  -         809.107 (meters)    2654.55  (feet)  COMP
 CZ1503  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 CZ1503
 CZ1503  VERT ORDER  -  FIRST     CLASS II
 CZ1503
 CZ1503.The horizontal coordinates were scaled from a topographic map and have
 CZ1503.an estimated accuracy of +/- 6 seconds.
 CZ1503
 CZ1503.The orthometric height was determined by differential leveling
 CZ1503.and adjusted in June 1991.
 CZ1503
 CZ1503.The geoid height was determined by GEOID03.
 CZ1503
 CZ1503.The dynamic height is computed by dividing the NAVD 88
 CZ1503.geopotential number by the normal gravity value computed on the
 CZ1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1503.degrees latitude (g = 980.6199 gals.).
 CZ1503
 CZ1503.The modeled gravity was interpolated from observed gravity values.
 CZ1503
 CZ1503;                    North         East    Units  Estimated Accuracy
 CZ1503;SPC AZ C     -   111,430.      304,620.      MT  (+/- 180 meters Scaled)
 CZ1503
 CZ1503                          SUPERSEDED SURVEY CONTROL
 CZ1503
 CZ1503.No superseded survey control is available for this station.
 CZ1503
 CZ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA046405(NAD 83)
 CZ1503_MARKER: DB = BENCH MARK DISK
 CZ1503_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ1503+WITH SETTING: PAVEMENT
 CZ1503_SP_SET: TOWER FOUNDATION
 CZ1503_STAMPING: P 419 1980
 CZ1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1503+STABILITY: SURFACE MOTION
 CZ1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1503+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ1503
 CZ1503  HISTORY     - Date     Condition        Report By
 CZ1503  HISTORY     - 1980     MONUMENTED       NGS
 CZ1503  HISTORY     - 19950115 GOOD             USPSQD
 CZ1503  HISTORY     - 20020403 GOOD             USPSQD
 CZ1503  HISTORY     - 20060315 GOOD             USPSQD
 CZ1503  HISTORY     - 20070527 GOOD             GEOCAC
 CZ1503
 CZ1503                          STATION DESCRIPTION
 CZ1503
 CZ1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1503'5.0 KM NORTH FROM SAHUARITA.
 CZ1503'5 KILOMETERS (3.1 MILES) NORTH ALONG U S HIGHWAY 89 FROM THE
 CZ1503'POST OFFICE AT SAHUARITA, AT THE T JUNCTION OF U S HIGHWAY 89
 CZ1503'AND PIMA MINE ROAD, SET IN TOP OF THE WEST CORNER OF THE WEST
 CZ1503'LEG OF THE STEEL POWER TOWER, 29.25 METERS (96 FEET) EAST OF THE
 CZ1503'EAST RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC RAILROAD,
 CZ1503'26.4 METERS (86.6 FEET) NORTH OF THE EXTENDED CENTERLINE OF
 CZ1503'PIMA MINE ROAD.
 CZ1503'THE MARK IS 1 M BELOW THE HIGHWAY..
 CZ1503
 CZ1503                          STATION RECOVERY (1995)
 CZ1503
 CZ1503'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1503'RECOVERED IN GOOD CONDITION.
 CZ1503
 CZ1503                          STATION RECOVERY (2002)
 CZ1503
 CZ1503'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1503'RECOVERED IN GOOD CONDITION.
 CZ1503
 CZ1503                          STATION RECOVERY (2006)
 CZ1503
 CZ1503'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ1503'FOUND IN GOOD SHAPE.
 CZ1503
 CZ1503                          STATION RECOVERY (2007)
 CZ1503
 CZ1503'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0259 ***********************************************************************
 ER0259  DESIGNATION -  P 42
 ER0259  PID         -  ER0259
 ER0259  STATE/COUNTY-  AZ/APACHE
 ER0259  USGS QUAD   -  MC NARY (1985)
 ER0259
 ER0259                         *CURRENT SURVEY CONTROL
 ER0259  ___________________________________________________________________
 ER0259* NAD 83(1986)-  34 03 42.     (N)    109 46 34.     (W)     SCALED    
 ER0259* NAVD 88     -      2329.176  (meters)    7641.64   (feet)  ADJUSTED  
 ER0259  ___________________________________________________________________
 ER0259  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ER0259  DYNAMIC HT  -        2325.497 (meters)    7629.57  (feet)  COMP
 ER0259  MODELED GRAV-     978,972.5   (mgal)                       NAVD 88
 ER0259
 ER0259  VERT ORDER  -  FIRST     CLASS II
 ER0259
 ER0259.The horizontal coordinates were scaled from a topographic map and have
 ER0259.an estimated accuracy of +/- 6 seconds.
 ER0259
 ER0259.The orthometric height was determined by differential leveling
 ER0259.and adjusted in June 1991.
 ER0259
 ER0259.The geoid height was determined by GEOID03.
 ER0259
 ER0259.The dynamic height is computed by dividing the NAVD 88
 ER0259.geopotential number by the normal gravity value computed on the
 ER0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0259.degrees latitude (g = 980.6199 gals.).
 ER0259
 ER0259.The modeled gravity was interpolated from observed gravity values.
 ER0259
 ER0259;                    North         East    Units  Estimated Accuracy
 ER0259;SPC AZ E     -   339,560.      249,410.      MT  (+/- 180 meters Scaled)
 ER0259
 ER0259                          SUPERSEDED SURVEY CONTROL
 ER0259
 ER0259  NGVD 29 (??/??/92) 2328.176  (m)         7638.36   (f) ADJ UNCH    1 2
 ER0259
 ER0259.Superseded values are not recommended for survey control.
 ER0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0259.See file dsdata.txt to determine how the superseded data were derived.
 ER0259
 ER0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC129696(NAD 83)
 ER0259_MARKER: DB = BENCH MARK DISK
 ER0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0259_STAMPING: P 42 1934
 ER0259_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0259+STABILITY: SURFACE MOTION
 ER0259
 ER0259  HISTORY     - Date     Condition        Report By
 ER0259  HISTORY     - 1934     MONUMENTED       CGS
 ER0259  HISTORY     - 1976     MARK NOT FOUND   USGS
 ER0259  HISTORY     - 1980     GOOD             NGS
 ER0259
 ER0259                          STATION DESCRIPTION
 ER0259
 ER0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0259'5.3 MI E FROM MCNARY.
 ER0259'5.3 MILES EAST ALONG STATE HIGHWAY 73 FROM MCNARY, APACHE COUNTY, IN A
 ER0259'GROUP OF SMALL PINE TREES, AND 18 FEET NORTH OF THE CENTERLINE OF THE
 ER0259'HIGHWAY.  A STANDARD DISK, STAMPED P 42 1934 AND SET IN THE TOP OF A
 ER0259'CONCRETE POST.
 ER0259
 ER0259                          STATION RECOVERY (1976)
 ER0259
 ER0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0259'FROM ONE BLOCK NORTH OF P.O. AT MC NARY TO STATE HWY. 260. THENCE
 ER0259'EAST ALONG HWY. 4.7 MILES TO RD. FORK AT RIGHT. TAKE DIRT ROAD RIGHT
 ER0259'AND GO 0.45 MILES TO BM ON LEFT. 18 FT. N. OF CENTER OF RD. SET IN A
 ER0259'CONCRETE POST PROJECTING 0.7 FT. A C AND GS TABLET STAMPED P 42 1934.
 ER0259
 ER0259                          STATION RECOVERY (1980)
 ER0259
 ER0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0259'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0259'OFFICE IN MCNARY, THENCE 7.4 KM (4.6 MI) EAST ALONG
 ER0259'STATE HIGHWAY 260, THENCE 0.7 KM (0.45 MI) SOUTHEAST ALONG
 ER0259'A FOREST SERVICE ROAD, 0.5 KM (0.3 MI) NORTHWEST OF A CREEK
 ER0259'ACROSS THE ROAD AND 5.5 METERS (18.0 FT) NORTHEAST OF THE CENTER OF
 ER0259'THE ROAD.
 ER0259'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ER0259'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0209 ***********************************************************************
 CF0209  DESIGNATION -  P 420
 CF0209  PID         -  CF0209
 CF0209  STATE/COUNTY-  AZ/COCHISE
 CF0209  USGS QUAD   -  SULPHUR HILLS (1986)
 CF0209
 CF0209                         *CURRENT SURVEY CONTROL
 CF0209  ___________________________________________________________________
 CF0209* NAD 83(1986)-  31 54 06.     (N)    109 42 50.     (W)     SCALED    
 CF0209* NAVD 88     -      1321.752  (meters)    4336.45   (feet)  ADJUSTED  
 CF0209  ___________________________________________________________________
 CF0209  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CF0209  DYNAMIC HT  -        1319.729 (meters)    4329.81  (feet)  COMP
 CF0209  MODELED GRAV-     979,063.2   (mgal)                       NAVD 88
 CF0209
 CF0209  VERT ORDER  -  FIRST     CLASS II
 CF0209
 CF0209.The horizontal coordinates were scaled from a topographic map and have
 CF0209.an estimated accuracy of +/- 6 seconds.
 CF0209
 CF0209.The orthometric height was determined by differential leveling
 CF0209.and adjusted in June 1991.
 CF0209
 CF0209.The geoid height was determined by GEOID03.
 CF0209
 CF0209.The dynamic height is computed by dividing the NAVD 88
 CF0209.geopotential number by the normal gravity value computed on the
 CF0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0209.degrees latitude (g = 980.6199 gals.).
 CF0209
 CF0209.The modeled gravity was interpolated from observed gravity values.
 CF0209
 CF0209;                    North         East    Units  Estimated Accuracy
 CF0209;SPC AZ E     -   100,050.      256,190.      MT  (+/- 180 meters Scaled)
 CF0209
 CF0209                          SUPERSEDED SURVEY CONTROL
 CF0209
 CF0209.No superseded survey control is available for this station.
 CF0209
 CF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA216302(NAD 83)
 CF0209_MARKER: DB = BENCH MARK DISK
 CF0209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0209_SP_SET: STAINLESS STEEL ROD
 CF0209_STAMPING: P 420 1980
 CF0209_PROJECTION: FLUSH
 CF0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0209_ROD/PIPE-DEPTH: 2.4  meters
 CF0209
 CF0209  HISTORY     - Date     Condition        Report By
 CF0209  HISTORY     - 1980     MONUMENTED       NGS
 CF0209  HISTORY     - 20060506 MARK NOT FOUND   NGS
 CF0209
 CF0209                          STATION DESCRIPTION
 CF0209
 CF0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0209'12.9 KM SE FROM PEARCE.
 CF0209'12.9 KILOMETERS (8.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0209'FROM THE POST OFFICE IN PEARCE, 1.1 KILOMETERS (0.7 MILE)
 CF0209'EAST OF A POWERLINE CROSSING, 14.8 METERS (48.5 FEET)
 CF0209'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.8 METERS
 CF0209'(32 FEET) SOUTHWEST OF HIGHWAY MILEPOST 40, 0.6 METER
 CF0209'(2 FEET) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 CF0209'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 CF0209'THE MARK IS 0.3 M BELOW THE CENTERLINE OF THE HIG.
 CF0209
 CF0209                          STATION RECOVERY (2006)
 CF0209
 CF0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0209'DIGGING IN FRONT OF WITNESS POST REVEALED NO MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0237 ***********************************************************************
 CF0237  DESIGNATION -  P 421
 CF0237  PID         -  CF0237
 CF0237  STATE/COUNTY-  AZ/COCHISE
 CF0237  USGS QUAD   -  MC NEAL (1986)
 CF0237
 CF0237                         *CURRENT SURVEY CONTROL
 CF0237  ___________________________________________________________________
 CF0237* NAD 83(1986)-  31 31 30.     (N)    109 38 54.     (W)     SCALED    
 CF0237* NAVD 88     -      1263.914  (meters)    4146.69   (feet)  ADJUSTED  
 CF0237  ___________________________________________________________________
 CF0237  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0237  DYNAMIC HT  -        1261.945 (meters)    4140.23  (feet)  COMP
 CF0237  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 CF0237
 CF0237  VERT ORDER  -  FIRST     CLASS II
 CF0237
 CF0237.The horizontal coordinates were scaled from a topographic map and have
 CF0237.an estimated accuracy of +/- 6 seconds.
 CF0237
 CF0237.The orthometric height was determined by differential leveling
 CF0237.and adjusted in June 1991.
 CF0237
 CF0237.The geoid height was determined by GEOID03.
 CF0237
 CF0237.The dynamic height is computed by dividing the NAVD 88
 CF0237.geopotential number by the normal gravity value computed on the
 CF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0237.degrees latitude (g = 980.6199 gals.).
 CF0237
 CF0237.The modeled gravity was interpolated from observed gravity values.
 CF0237
 CF0237;                    North         East    Units  Estimated Accuracy
 CF0237;SPC AZ E     -    58,320.      262,590.      MT  (+/- 180 meters Scaled)
 CF0237
 CF0237                          SUPERSEDED SURVEY CONTROL
 CF0237
 CF0237.No superseded survey control is available for this station.
 CF0237
 CF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV283885(NAD 83)
 CF0237_MARKER: DB = BENCH MARK DISK
 CF0237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0237_SP_SET: STAINLESS STEEL ROD
 CF0237_STAMPING: P 421 1980
 CF0237_PROJECTION: FLUSH
 CF0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0237_ROD/PIPE-DEPTH: 3.0  meters
 CF0237
 CF0237  HISTORY     - Date     Condition        Report By
 CF0237  HISTORY     - 1980     MONUMENTED       NGS
 CF0237
 CF0237                          STATION DESCRIPTION
 CF0237
 CF0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0237'8.9 KM SOUTH FROM MCNEAL.
 CF0237'8.9 KILOMETERS (5.55 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0237'THE POST OFFICE IN MCNEAL, 30.1 METERS (98.6 FEET) WEST OF THE
 CF0237'CENTERLINE OF THE HIGHWAY, 23.2 METERS (76 FEET) WEST OF HIGHWAY
 CF0237'MILEPOST 13, 18.4 METERS (60.5 FEET) SOUTHWEST OF THE WEST
 CF0237'END OF A METAL PIPE UNDER THE HIGHWAY, 0.3 METER (1 FOOT) EAST
 CF0237'OF THE RIGHT-OF-WAY FENCE.
 CF0237'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0237'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1164 ***********************************************************************
 DA1164  DESIGNATION -  P 422
 DA1164  PID         -  DA1164
 DA1164  STATE/COUNTY-  AZ/MARICOPA
 DA1164  USGS QUAD   -  GILA BEND (1973)
 DA1164
 DA1164                         *CURRENT SURVEY CONTROL
 DA1164  ___________________________________________________________________
 DA1164* NAD 83(1986)-  32 56 30.     (N)    112 44 24.     (W)     SCALED    
 DA1164* NAVD 88     -       231.627  (meters)     759.93   (feet)  ADJUSTED  
 DA1164  ___________________________________________________________________
 DA1164  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA1164  DYNAMIC HT  -         231.355 (meters)     759.04  (feet)  COMP
 DA1164  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 DA1164
 DA1164  VERT ORDER  -  FIRST     CLASS II
 DA1164
 DA1164.The horizontal coordinates were scaled from a topographic map and have
 DA1164.an estimated accuracy of +/- 6 seconds.
 DA1164
 DA1164.The orthometric height was determined by differential leveling
 DA1164.and adjusted in June 1991.
 DA1164
 DA1164.The geoid height was determined by GEOID03.
 DA1164
 DA1164.The dynamic height is computed by dividing the NAVD 88
 DA1164.geopotential number by the normal gravity value computed on the
 DA1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1164.degrees latitude (g = 980.6199 gals.).
 DA1164
 DA1164.The modeled gravity was interpolated from observed gravity values.
 DA1164
 DA1164;                    North         East    Units  Estimated Accuracy
 DA1164;SPC AZ C     -   215,580.      136,370.      MT  (+/- 180 meters Scaled)
 DA1164
 DA1164                          SUPERSEDED SURVEY CONTROL
 DA1164
 DA1164.No superseded survey control is available for this station.
 DA1164
 DA1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB373461(NAD 83)
 DA1164_MARKER: DB = BENCH MARK DISK
 DA1164_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1164_SP_SET: ABUTMENT
 DA1164_STAMPING: P 422 1980
 DA1164_MARK LOGO: NGS   
 DA1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1164+STABILITY: POSITION/ELEVATION WELL
 DA1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1164+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA1164
 DA1164  HISTORY     - Date     Condition        Report By
 DA1164  HISTORY     - 1980     MONUMENTED       NGS
 DA1164  HISTORY     - 1980     GOOD             NGS
 DA1164  HISTORY     - 1980     GOOD             NGS
 DA1164  HISTORY     - 20060220 GOOD             USPSQD
 DA1164  HISTORY     - 20070417 GOOD             GEOCAC
 DA1164
 DA1164                          STATION DESCRIPTION
 DA1164
 DA1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1164'2.3 KM SW FROM GILA BEND.
 DA1164'2.3 KILOMETERS (1.45 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 DA1164'RAILROAD FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, SET IN TOP
 DA1164'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 DA1164'WESTBOUND LANES OF THE INTERSTATE HIGHWAY 8 BRIDGE OVER THE RAILROAD
 DA1164'TRACKS AND U. S. HIGHWAY 80, 4.5 METERS (15 FEET) SOUTHWEST OF THE
 DA1164'CENTERLINE OF THE WESTBOUND LANES.
 DA1164'THE MARK IS 0.6 M ABOVE WESTBOUND LANES.
 DA1164
 DA1164                          STATION RECOVERY (1980)
 DA1164
 DA1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1164'RECOVERED IN GOOD CONDITION.
 DA1164
 DA1164                          STATION RECOVERY (1980)
 DA1164
 DA1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1164'RECOVERED IN GOOD CONDITION.
 DA1164
 DA1164                          STATION RECOVERY (2006)
 DA1164
 DA1164'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1164'RECOVERED AS DESCRIBED.
 DA1164
 DA1164                          STATION RECOVERY (2007)
 DA1164
 DA1164'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1414 ***********************************************************************
 CZ1414  DESIGNATION -  P 423
 CZ1414  PID         -  CZ1414
 CZ1414  STATE/COUNTY-  AZ/PIMA
 CZ1414  USGS QUAD   -  TUCSON (1992)
 CZ1414
 CZ1414                         *CURRENT SURVEY CONTROL
 CZ1414  ___________________________________________________________________
 CZ1414* NAD 83(1986)-  32 14 20.     (N)    110 58 59.     (W)     SCALED    
 CZ1414* NAVD 88     -       713.855  (meters)    2342.04   (feet)  ADJUSTED  
 CZ1414  ___________________________________________________________________
 CZ1414  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1414  DYNAMIC HT  -         712.880 (meters)    2338.84  (feet)  COMP
 CZ1414  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 CZ1414
 CZ1414  VERT ORDER  -  FIRST     CLASS II
 CZ1414
 CZ1414.The horizontal coordinates were scaled from a topographic map and have
 CZ1414.an estimated accuracy of +/- 6 seconds.
 CZ1414
 CZ1414.The orthometric height was determined by differential leveling
 CZ1414.and adjusted in June 1991.
 CZ1414
 CZ1414.The geoid height was determined by GEOID03.
 CZ1414
 CZ1414.The dynamic height is computed by dividing the NAVD 88
 CZ1414.geopotential number by the normal gravity value computed on the
 CZ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1414.degrees latitude (g = 980.6199 gals.).
 CZ1414
 CZ1414.The modeled gravity was interpolated from observed gravity values.
 CZ1414
 CZ1414;                    North         East    Units  Estimated Accuracy
 CZ1414;SPC AZ C     -   137,740.      301,340.      MT  (+/- 180 meters Scaled)
 CZ1414
 CZ1414                          SUPERSEDED SURVEY CONTROL
 CZ1414
 CZ1414.No superseded survey control is available for this station.
 CZ1414
 CZ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA015669(NAD 83)
 CZ1414_MARKER: DB = BENCH MARK DISK
 CZ1414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1414_SP_SET: ABUTMENT
 CZ1414_STAMPING: P 423 1980
 CZ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1414+STABILITY: SURFACE MOTION
 CZ1414
 CZ1414  HISTORY     - Date     Condition        Report By
 CZ1414  HISTORY     - 1980     MONUMENTED       NGS
 CZ1414  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1414
 CZ1414                          STATION DESCRIPTION
 CZ1414
 CZ1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1414'2.4 KM NW FROM TUCSON.
 CZ1414'2.4 KILOMETERS (1.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1414'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ1414'NORTHWEST OF THE SPEEDWAY BOULEVARD UNDERPASS, IN TOP OF THE SOUTHEAST
 CZ1414'ABUTMENT OF BRIDGE 982.38, 2.1 METERS (6.9 FEET) NORTHEAST OF THE
 CZ1414'NORTHEAST RAIL OF THE NORTHEAST TRACK AND 0.5 METER (1.6 FEET)
 CZ1414'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT.
 CZ1414'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 CZ1414
 CZ1414                          STATION RECOVERY (2007)
 CZ1414
 CZ1414'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0003 ***********************************************************************
 DU0003  DESIGNATION -  P 43
 DU0003  PID         -  DU0003
 DU0003  STATE/COUNTY-  AZ/NAVAJO
 DU0003  USGS QUAD   -  CANYON DAY (1978)
 DU0003
 DU0003                         *CURRENT SURVEY CONTROL
 DU0003  ___________________________________________________________________
 DU0003* NAD 83(1986)-  33 47 37.     (N)    110 05 01.     (W)     SCALED    
 DU0003* NAVD 88     -      1591.967  (meters)    5222.98   (feet)  ADJUSTED  
 DU0003  ___________________________________________________________________
 DU0003  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 DU0003  DYNAMIC HT  -        1589.667 (meters)    5215.43  (feet)  COMP
 DU0003  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 DU0003
 DU0003  VERT ORDER  -  FIRST     CLASS II
 DU0003
 DU0003.The horizontal coordinates were scaled from a topographic map and have
 DU0003.an estimated accuracy of +/- 6 seconds.
 DU0003
 DU0003.The orthometric height was determined by differential leveling
 DU0003.and adjusted in June 1991.
 DU0003
 DU0003.The geoid height was determined by GEOID03.
 DU0003
 DU0003.The dynamic height is computed by dividing the NAVD 88
 DU0003.geopotential number by the normal gravity value computed on the
 DU0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0003.degrees latitude (g = 980.6199 gals.).
 DU0003
 DU0003.The modeled gravity was interpolated from observed gravity values.
 DU0003
 DU0003;                    North         East    Units  Estimated Accuracy
 DU0003;SPC AZ E     -   309,770.      221,050.      MT  (+/- 180 meters Scaled)
 DU0003
 DU0003                          SUPERSEDED SURVEY CONTROL
 DU0003
 DU0003  NGVD 29 (??/??/92) 1591.263  (m)         5220.67   (f) ADJ UNCH    1 2
 DU0003
 DU0003.Superseded values are not recommended for survey control.
 DU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0003.See file dsdata.txt to determine how the superseded data were derived.
 DU0003
 DU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC848396(NAD 83)
 DU0003_MARKER: DB = BENCH MARK DISK
 DU0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0003_STAMPING: P 43 1934
 DU0003_PROJECTION: PROJECTING 5 CENTIMETERS
 DU0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0003+STABILITY: SURFACE MOTION
 DU0003
 DU0003  HISTORY     - Date     Condition        Report By
 DU0003  HISTORY     - 1934     MONUMENTED       CGS
 DU0003  HISTORY     - 1979     GOOD             NGS
 DU0003
 DU0003                          STATION DESCRIPTION
 DU0003
 DU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0003'8.8 MI SE FROM WHITERIVER.
 DU0003'8.8 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO
 DU0003'COUNTY, 0.4 MILE NORTHEAST OF THE NAVAJO-GILA COUNTY LINE, 36 FEET
 DU0003'NORTHEAST OF THE CENTERLINE OF A DEEP WASH, AND 34 FEET SOUTHWEST OF
 DU0003'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 43 1934 AND
 DU0003'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 8.5 MILES SOUTHWEST ALONG
 DU0003'STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY, 310 FEET NORTH
 DU0003'NORTHWEST OF HIGHWAY 73, 50 FEET NORTHWEST OF A DEEP WASH, 35 FEET
 DU0003'SOUTHEAST OF THE OLD HIGHWAY (ABANDONED).
 DU0003
 DU0003                          STATION RECOVERY (1979)
 DU0003
 DU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0003'8.5 MILES WESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU0003'HEADQUARTRS IN WHITE RIVER, 307 FEET NORTH-NORTHWEST OF THE CENTERLINE
 DU0003'OF THE HIGHWAY, 207.9 FEET NORTH-NORTHWEST OF A BARBED WIRE FENCE,
 DU0003'129.6 FEET WEST-NORTHWEST OF A LONE 26-INCH PINE TREE AND 17 FEET
 DU0003'NORTH-NORTHWEST OF THE NORTH EDGE OF A WASH.
 DU0003'THE MARK IS 1.3 FT  SSE FROM A WITNESS POST.
 DU0003'THE MARK IS 12 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0625 ***********************************************************************
 CY0625  DESIGNATION -  P 430
 CY0625  PID         -  CY0625
 CY0625  STATE/COUNTY-  AZ/COCHISE
 CY0625  USGS QUAD   -  RAILROAD PASS (1979)
 CY0625
 CY0625                         *CURRENT SURVEY CONTROL
 CY0625  ___________________________________________________________________
 CY0625* NAD 83(1986)-  32 21 44.     (N)    109 37 41.     (W)     SCALED    
 CY0625* NAVD 88     -      1231.592  (meters)    4040.65   (feet)  ADJUSTED  
 CY0625  ___________________________________________________________________
 CY0625  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0625  DYNAMIC HT  -        1229.767 (meters)    4034.66  (feet)  COMP
 CY0625  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 CY0625
 CY0625  VERT ORDER  -  FIRST     CLASS II
 CY0625
 CY0625.The horizontal coordinates were scaled from a topographic map and have
 CY0625.an estimated accuracy of +/- 6 seconds.
 CY0625
 CY0625.The orthometric height was determined by differential leveling
 CY0625.and adjusted in June 1991.
 CY0625
 CY0625.The geoid height was determined by GEOID03.
 CY0625
 CY0625.The dynamic height is computed by dividing the NAVD 88
 CY0625.geopotential number by the normal gravity value computed on the
 CY0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0625.degrees latitude (g = 980.6199 gals.).
 CY0625
 CY0625.The modeled gravity was interpolated from observed gravity values.
 CY0625
 CY0625;                    North         East    Units  Estimated Accuracy
 CY0625;SPC AZ E     -   151,160.      264,050.      MT  (+/- 180 meters Scaled)
 CY0625
 CY0625                          SUPERSEDED SURVEY CONTROL
 CY0625
 CY0625.No superseded survey control is available for this station.
 CY0625
 CY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA290814(NAD 83)
 CY0625_MARKER: I = METAL ROD
 CY0625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0625_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0625_STAMPING: P 430 1979
 CY0625_PROJECTION: FLUSH
 CY0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0625+STABILITY: POSITION/ELEVATION WELL
 CY0625_ROD/PIPE-DEPTH: 7.62 meters
 CY0625
 CY0625  HISTORY     - Date     Condition        Report By
 CY0625  HISTORY     - 1979     MONUMENTED       NGS
 CY0625
 CY0625                          STATION DESCRIPTION
 CY0625
 CY0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0625'32.3 MI SOUTH FROM SAFFORD.
 CY0625'32.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0625'HIGHWAY 70 AT SAFFORD, 0.35 MILE WEST OF THE EXIT 355 OVERPASS, AT
 CY0625'AN OFFSET FENCE CORNER OF THE NORTH RIGHT-OF-WAY FENCE, 0.05 MILE
 CY0625'EAST OF A HIGHWAY BRIDGE OVER A WASH, 168 FEET NORTH OF THE
 CY0625'CENTERLINE OF THE WESTBOUND LANES, 133 FEET NORTH OF THE CENTERLINE
 CY0625'OF THE WESTBOUND ON-RAMP, 8.5 FEET SOUTHEAST OF AN ANGLE IRON RIGHT-
 CY0625'OF-WAY MARKER, 8 FEET SOUTHEAST OF A FENCE CORNER, 6 FEET EAST OF
 CY0625'A FENCE AND 6 FEET SOUTH OF A FENCE.
 CY0625'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0625'THE MARK IS 3 FT BELOW WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0599 ***********************************************************************
 CY0599  DESIGNATION -  P 431
 CY0599  PID         -  CY0599
 CY0599  STATE/COUNTY-  AZ/COCHISE
 CY0599  USGS QUAD   -  COCHISE (1985)
 CY0599
 CY0599                         *CURRENT SURVEY CONTROL
 CY0599  ___________________________________________________________________
 CY0599* NAD 83(1986)-  32 02 38.     (N)    109 52 56.     (W)     SCALED    
 CY0599* NAVD 88     -      1274.236  (meters)    4180.56   (feet)  ADJUSTED  
 CY0599  ___________________________________________________________________
 CY0599  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY0599  DYNAMIC HT  -        1272.297 (meters)    4174.19  (feet)  COMP
 CY0599  MODELED GRAV-     979,073.4   (mgal)                       NAVD 88
 CY0599
 CY0599  VERT ORDER  -  FIRST     CLASS II
 CY0599
 CY0599.The horizontal coordinates were scaled from a topographic map and have
 CY0599.an estimated accuracy of +/- 6 seconds.
 CY0599
 CY0599.The orthometric height was determined by differential leveling
 CY0599.and adjusted in June 1991.
 CY0599
 CY0599.The geoid height was determined by GEOID03.
 CY0599
 CY0599.The dynamic height is computed by dividing the NAVD 88
 CY0599.geopotential number by the normal gravity value computed on the
 CY0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0599.degrees latitude (g = 980.6199 gals.).
 CY0599
 CY0599.The modeled gravity was interpolated from observed gravity values.
 CY0599
 CY0599;                    North         East    Units  Estimated Accuracy
 CY0599;SPC AZ E     -   115,770.      240,220.      MT  (+/- 180 meters Scaled)
 CY0599
 CY0599                          SUPERSEDED SURVEY CONTROL
 CY0599
 CY0599.No superseded survey control is available for this station.
 CY0599
 CY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA055458(NAD 83)
 CY0599_MARKER: I = METAL ROD
 CY0599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0599_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0599_STAMPING: P 431 1980
 CY0599_PROJECTION: FLUSH
 CY0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0599+STABILITY: POSITION/ELEVATION WELL
 CY0599_ROD/PIPE-DEPTH: 12.1 meters
 CY0599_SLEEVE-DEPTH  : 9.1 meters
 CY0599
 CY0599  HISTORY     - Date     Condition        Report By
 CY0599  HISTORY     - 1980     MONUMENTED       NGS
 CY0599
 CY0599                          STATION DESCRIPTION
 CY0599
 CY0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0599'25.8 KM SW FROM WILLCOX.
 CY0599'15.1 KILOMETERS (9.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0599'RAILROAD FROM THE STATION IN WILLCOX, THENCE 10.7 KILOMETERS
 CY0599'(6.6 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666, 0.2 KILOMETERS
 CY0599'(0.15 MILE) NORTHWEST OF HIGHWAY MILEPOST 56, 14.9 METERS
 CY0599'(49.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS
 CY0599'(28.0 FEET) NORTHWEST OF THE CENTER OF A DIRT ROAD ENTRANCE TO A
 CY0599'RANCH, 12.7 METERS (41.5 FEET) NORTH OF TELEPHONE NUMBER 16.
 CY0599'THE MARK IS .6 METERS  SE FROM A WITNESS POST.
 CY0599'THE MARK IS .6 M BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0696 ***********************************************************************
 CY0696  DESIGNATION -  P 436
 CY0696  PID         -  CY0696
 CY0696  STATE/COUNTY-  AZ/GRAHAM
 CY0696  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0696
 CY0696                         *CURRENT SURVEY CONTROL
 CY0696  ___________________________________________________________________
 CY0696* NAD 83(1986)-  32 34 39.     (N)    109 40 53.     (W)     SCALED    
 CY0696* NAVD 88     -      1231.448  (meters)    4040.18   (feet)  ADJUSTED  
 CY0696  ___________________________________________________________________
 CY0696  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY0696  DYNAMIC HT  -        1229.662 (meters)    4034.32  (feet)  COMP
 CY0696  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 CY0696
 CY0696  VERT ORDER  -  FIRST     CLASS II
 CY0696
 CY0696.The horizontal coordinates were scaled from a topographic map and have
 CY0696.an estimated accuracy of +/- 6 seconds.
 CY0696
 CY0696.The orthometric height was determined by differential leveling
 CY0696.and adjusted in June 1991.
 CY0696
 CY0696.The geoid height was determined by GEOID03.
 CY0696
 CY0696.The dynamic height is computed by dividing the NAVD 88
 CY0696.geopotential number by the normal gravity value computed on the
 CY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0696.degrees latitude (g = 980.6199 gals.).
 CY0696
 CY0696.The modeled gravity was interpolated from observed gravity values.
 CY0696
 CY0696;                    North         East    Units  Estimated Accuracy
 CY0696;SPC AZ E     -   175,010.      258,920.      MT  (+/- 180 meters Scaled)
 CY0696
 CY0696                          SUPERSEDED SURVEY CONTROL
 CY0696
 CY0696.No superseded survey control is available for this station.
 CY0696
 CY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB237052(NAD 83)
 CY0696_MARKER: DB = BENCH MARK DISK
 CY0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0696_SP_SET: STAINLESS STEEL ROD
 CY0696_STAMPING: P 436 1979
 CY0696_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0696+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0696_ROD/PIPE-DEPTH: 7.62 meters
 CY0696
 CY0696  HISTORY     - Date     Condition        Report By
 CY0696  HISTORY     - 1979     MONUMENTED       NGS
 CY0696  HISTORY     - 20081010 GOOD             GEOCAC
 CY0696
 CY0696                          STATION DESCRIPTION
 CY0696
 CY0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0696'18.0 MI SOUTH FROM SAFFORD.
 CY0696'18.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0696'HIGHWAY 70 IN SAFFORD, SET IN THE TOP OF A SLOPING HIGHWAY CUT, 98
 CY0696'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 244 FEET SOUTH OF THE
 CY0696'SOUTH END OF A METAL GATE IN THE EAST RIGHT-OF-WAY FENCE, 205 FEET
 CY0696'SOUTHEAST OF MILE POST 103 ON THE EAST SIDE OF THE HIGHWAY, 200 FEET
 CY0696'NORTHEAST OF THE T-JUNCTION OF FOREST SERVICE ROAD 663 LEADING WEST
 CY0696'TO OAK DRAW, 41.5 FEET EAST OF THE CENTERLINE OF A DIRT ROAD LEADING
 CY0696'NORTH THEN EAST AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 CY0696'THE MARK IS 3 FT  N FROM A WITNESS POST.
 CY0696'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 CY0696
 CY0696                          STATION RECOVERY (2008)
 CY0696
 CY0696'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0696'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0696'34.654' W109  40.908'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1146 ***********************************************************************
 DU1146  DESIGNATION -  P 437
 DU1146  PID         -  DU1146
 DU1146  STATE/COUNTY-  AZ/GILA
 DU1146  USGS QUAD   -  BUCKET MTN (1965)
 DU1146
 DU1146                         *CURRENT SURVEY CONTROL
 DU1146  ___________________________________________________________________
 DU1146* NAD 83(1986)-  33 19 20.     (N)    110 32 36.     (W)     SCALED    
 DU1146* NAVD 88     -      1004.111  (meters)    3294.32   (feet)  ADJUSTED  
 DU1146  ___________________________________________________________________
 DU1146  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DU1146  DYNAMIC HT  -        1002.772 (meters)    3289.93  (feet)  COMP
 DU1146  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 DU1146
 DU1146  VERT ORDER  -  FIRST     CLASS II
 DU1146
 DU1146.The horizontal coordinates were scaled from a topographic map and have
 DU1146.an estimated accuracy of +/- 6 seconds.
 DU1146
 DU1146.The orthometric height was determined by differential leveling
 DU1146.and adjusted in June 1991.
 DU1146
 DU1146.The geoid height was determined by GEOID03.
 DU1146
 DU1146.The dynamic height is computed by dividing the NAVD 88
 DU1146.geopotential number by the normal gravity value computed on the
 DU1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1146.degrees latitude (g = 980.6199 gals.).
 DU1146
 DU1146.The modeled gravity was interpolated from observed gravity values.
 DU1146
 DU1146;                    North         East    Units  Estimated Accuracy
 DU1146;SPC AZ E     -   257,550.      178,290.      MT  (+/- 180 meters Scaled)
 DU1146
 DU1146                          SUPERSEDED SURVEY CONTROL
 DU1146
 DU1146.No superseded survey control is available for this station.
 DU1146
 DU1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB425871(NAD 83)
 DU1146_MARKER: DB = BENCH MARK DISK
 DU1146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1146_SP_SET: STAINLESS STEEL ROD
 DU1146_STAMPING: P 437 1979
 DU1146_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1146+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1146_ROD/PIPE-DEPTH: 5.4  meters
 DU1146
 DU1146  HISTORY     - Date     Condition        Report By
 DU1146  HISTORY     - 1979     MONUMENTED       NGS
 DU1146  HISTORY     - 20081008 GOOD             GEOCAC
 DU1146
 DU1146                          STATION DESCRIPTION
 DU1146
 DU1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1146'22.9 KM SE FROM GLOBE.
 DU1146'22.9 KILOMETERS (14.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1146'THE NEW COUNTY COURTHOUSE IN GLOBE, 30.0 METERS (98.5 FEET) SOUTHWEST
 DU1146'OF THE CENTERLINE OF THE HIGHWAY, 47 METERS (154 FEET) WEST-SOUTHWEST
 DU1146'OF HIGHWAY MILE POST 266, 6.3 METERS (21 FEET) SOUTHEAST OF THE
 DU1146'CENTERLINE OF A DIRT TRACK ROAD LEADING SOUTHWEST AND 0.3 METER (1
 DU1146'FOOT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO
 DU1146'REFUSAL.
 DU1146'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1146'THE MARK IS 1 M ABOVE THE HIGHWAY.
 DU1146
 DU1146                          STATION RECOVERY (2008)
 DU1146
 DU1146'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1146'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1146'19.344' W110  32.623'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1115 ***********************************************************************
 DU1115  DESIGNATION -  P 438
 DU1115  PID         -  DU1115
 DU1115  STATE/COUNTY-  AZ/GRAHAM
 DU1115  USGS QUAD   -  CALVA (1989)
 DU1115
 DU1115                         *CURRENT SURVEY CONTROL
 DU1115  ___________________________________________________________________
 DU1115* NAD 83(1986)-  33 10 50.     (N)    110 09 08.     (W)     SCALED    
 DU1115* NAVD 88     -       785.632  (meters)    2577.53   (feet)  ADJUSTED  
 DU1115  ___________________________________________________________________
 DU1115  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU1115  DYNAMIC HT  -         784.563 (meters)    2574.02  (feet)  COMP
 DU1115  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 DU1115
 DU1115  VERT ORDER  -  FIRST     CLASS II
 DU1115
 DU1115.The horizontal coordinates were scaled from a topographic map and have
 DU1115.an estimated accuracy of +/- 6 seconds.
 DU1115
 DU1115.The orthometric height was determined by differential leveling
 DU1115.and adjusted in June 1991.
 DU1115
 DU1115.The geoid height was determined by GEOID03.
 DU1115
 DU1115.The dynamic height is computed by dividing the NAVD 88
 DU1115.geopotential number by the normal gravity value computed on the
 DU1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1115.degrees latitude (g = 980.6199 gals.).
 DU1115
 DU1115.The modeled gravity was interpolated from observed gravity values.
 DU1115
 DU1115;                    North         East    Units  Estimated Accuracy
 DU1115;SPC AZ E     -   241,770.      214,710.      MT  (+/- 180 meters Scaled)
 DU1115
 DU1115                          SUPERSEDED SURVEY CONTROL
 DU1115
 DU1115.No superseded survey control is available for this station.
 DU1115
 DU1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB790716(NAD 83)
 DU1115_MARKER: DB = BENCH MARK DISK
 DU1115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1115_SP_SET: STAINLESS STEEL ROD
 DU1115_STAMPING: P 438 1979
 DU1115_PROJECTION: FLUSH
 DU1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1115+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1115_ROD/PIPE-DEPTH: 7.5  meters
 DU1115
 DU1115  HISTORY     - Date     Condition        Report By
 DU1115  HISTORY     - 1979     MONUMENTED       NGS
 DU1115  HISTORY     - 20081008 GOOD             GEOCAC
 DU1115
 DU1115                          STATION DESCRIPTION
 DU1115
 DU1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1115'8.4 KM NW FROM BYLAS.
 DU1115'8.4 KILOMETERS (5.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1115'POST OFFICE IN BYLAS, AT THE CENTER OF A SMALL TURNOUT AREA, 0.1
 DU1115'KILOMETER (0.05 MILE) SOUTHEAST OF HIGHWAY MILE POST 291, 30.5 METERS
 DU1115'(100 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER
 DU1115'(1 FOOT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 DU1115'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1115'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1115
 DU1115                          STATION RECOVERY (2008)
 DU1115
 DU1115'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1115'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1115'10.889' W110  09.250'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0725 ***********************************************************************
 CY0725  DESIGNATION -  P 439
 CY0725  PID         -  CY0725
 CY0725  STATE/COUNTY-  AZ/GRAHAM
 CY0725  USGS QUAD   -  SAFFORD (1985)
 CY0725
 CY0725                         *CURRENT SURVEY CONTROL
 CY0725  ___________________________________________________________________
 CY0725* NAD 83(1992)-  32 50 00.62159(N)    109 42 58.95502(W)     ADJUSTED  
 CY0725* NAVD 88     -       889.460  (meters)    2918.17   (feet)  ADJUSTED  
 CY0725  ___________________________________________________________________
 CY0725  X           -  -1,810,038.480 (meters)                     COMP
 CY0725  Y           -  -5,050,692.259 (meters)                     COMP
 CY0725  Z           -   3,438,925.932 (meters)                     COMP
 CY0725  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CY0725  ELLIP HEIGHT-         862.532 (meters)          (01/22/07) ADJUSTED
 CY0725  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0725  DYNAMIC HT  -         888.213 (meters)    2914.08  (feet)  COMP
 CY0725  MODELED GRAV-     979,207.5   (mgal)                       NAVD 88
 CY0725
 CY0725  HORZ ORDER  -  A
 CY0725  VERT ORDER  -  FIRST     CLASS II
 CY0725  ELLP ORDER  -  FOURTH    CLASS I
 CY0725
 CY0725.The horizontal coordinates were established by GPS observations
 CY0725.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0725
 CY0725.The orthometric height was determined by differential leveling
 CY0725.and adjusted in June 1991.
 CY0725
 CY0725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0725
 CY0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0725
 CY0725.The ellipsoidal height was determined by GPS observations
 CY0725.and is referenced to NAD 83.
 CY0725
 CY0725.The geoid height was determined by GEOID03.
 CY0725
 CY0725.The dynamic height is computed by dividing the NAVD 88
 CY0725.geopotential number by the normal gravity value computed on the
 CY0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0725.degrees latitude (g = 980.6199 gals.).
 CY0725
 CY0725.The modeled gravity was interpolated from observed gravity values.
 CY0725
 CY0725;                    North         East     Units Scale Factor Converg.
 CY0725;SPC AZ E     -   203,378.526   255,515.896   MT  0.99992191   +0 14 38.9
 CY0725;SPC AZ E     -   667,252.38    838,306.75   iFT  0.99992191   +0 14 38.9
 CY0725;UTM  12      - 3,633,559.401   620,139.651   MT  0.99977797   +0 41 45.8
 CY0725
 CY0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0725!SPC AZ E     -   0.99986460  x   0.99992191  =   0.99978652
 CY0725!UTM  12      -   0.99986460  x   0.99977797  =   0.99964260
 CY0725
 CY0725                          SUPERSEDED SURVEY CONTROL
 CY0725
 CY0725  NAVD 88 (01/22/07)  889.46   (m)         2918.2    (f) LEVELING    3  
 CY0725
 CY0725.Superseded values are not recommended for survey control.
 CY0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0725.See file dsdata.txt to determine how the superseded data were derived.
 CY0725
 CY0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2014033559(NAD 83)
 CY0725_MARKER: DB = BENCH MARK DISK
 CY0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0725_SP_SET: STAINLESS STEEL ROD
 CY0725_STAMPING: P 439 1979
 CY0725_MARK LOGO: NGS   
 CY0725_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0725_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0725+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY0725_ROD/PIPE-DEPTH: 8.84 meters
 CY0725
 CY0725  HISTORY     - Date     Condition        Report By
 CY0725  HISTORY     - 1979     MONUMENTED       NGS
 CY0725  HISTORY     - 20060608 GOOD             NGS
 CY0725
 CY0725                          STATION DESCRIPTION
 CY0725
 CY0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0725'0.5 MI WEST FROM SAFFORD.
 CY0725'0.5 MILE WEST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U. S.
 CY0725'HIGHWAY 666 IN SAFFORD, THENCE 0.15 MILE SOUTH ALONG 8TH AVENUE, IN
 CY0725'THE NORTHEAST LAWN OF THE GRAHAM COUNTY COURT HOUSE, 91 FEET WEST OF
 CY0725'THE CENTERLINE OF 8TH AVENUE, 69 FEET SOUTH OF THE CENTERLINE OF N.
 CY0725'COURT STREET, 71 FEET NORTH OF THE FLAG POLE AND 45 FEET NORTHEAST
 CY0725'OF THE NORTHEAST CORNER OF THE COURT HOUSE.
 CY0725'THE MARK IS ABOVE LEVEL WITH 8TH AVENUE.
 CY0725
 CY0725                          STATION RECOVERY (2006)
 CY0725
 CY0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 CY0725'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY0725'NOW HIGHWAY 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0026 ***********************************************************************
 DU0026  DESIGNATION -  P 44
 DU0026  PID         -  DU0026
 DU0026  STATE/COUNTY-  AZ/GILA
 DU0026  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0026
 DU0026                         *CURRENT SURVEY CONTROL
 DU0026  ___________________________________________________________________
 DU0026* NAD 83(1986)-  33 34 22.     (N)    110 23 14.     (W)     SCALED    
 DU0026* NAVD 88     -      1731.61   (+/-2cm)    5681.1    (feet)  VERTCON   
 DU0026  ___________________________________________________________________
 DU0026  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DU0026  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0026
 DU0026.The horizontal coordinates were scaled from a topographic map and have
 DU0026.an estimated accuracy of +/- 6 seconds.
 DU0026
 DU0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0026.The vertical order pertains to the NGVD 29 superseded value.
 DU0026
 DU0026.The geoid height was determined by GEOID03.
 DU0026
 DU0026;                    North         East    Units  Estimated Accuracy
 DU0026;SPC AZ E     -   285,290.      192,890.      MT  (+/- 180 meters Scaled)
 DU0026
 DU0026                          SUPERSEDED SURVEY CONTROL
 DU0026
 DU0026  NGVD 29 (??/??/92) 1730.917  (m)         5678.85   (f) ADJ UNCH    1 2
 DU0026
 DU0026.Superseded values are not recommended for survey control.
 DU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0026.See file dsdata.txt to determine how the superseded data were derived.
 DU0026
 DU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC568149(NAD 83)
 DU0026_MARKER: DB = BENCH MARK DISK
 DU0026_SETTING: 80 = SET IN A BOULDER
 DU0026_SP_SET: BOULDER
 DU0026_STAMPING: P 44 1934
 DU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0026+STABILITY: SURFACE MOTION
 DU0026
 DU0026  HISTORY     - Date     Condition        Report By
 DU0026  HISTORY     - 1934     MONUMENTED       CGS
 DU0026
 DU0026                          STATION DESCRIPTION
 DU0026
 DU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0026'20.1 MI N FROM SAN CARLOS.
 DU0026'20.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0026'4.2 MILES SOUTH OF HILL TOP STATION, 1.3 MILES SOUTH OF THE SUMMIT OF
 DU0026'A HILL, 40 YARDS SOUTH OF A 90-DEGREE TURN, 22 FEET WEST OF THE
 DU0026'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A
 DU0026'STANDARD DISK, STAMPED P 44 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0003 ***********************************************************************
 ES0003  DESIGNATION -  P 45
 ES0003  PID         -  ES0003
 ES0003  STATE/COUNTY-  AZ/NAVAJO
 ES0003  USGS QUAD   -  SNOWFLAKE (1970)
 ES0003
 ES0003                         *CURRENT SURVEY CONTROL
 ES0003  ___________________________________________________________________
 ES0003* NAD 83(1992)-  34 32 38.11085(N)    110 04 51.27272(W)     ADJUSTED  
 ES0003* NAVD 88     -      1744.589  (meters)    5723.71   (feet)  ADJUSTED  
 ES0003  ___________________________________________________________________
 ES0003  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 ES0003  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ES0003  DYNAMIC HT  -        1742.100 (meters)    5715.54  (feet)  COMP
 ES0003  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 ES0003
 ES0003  HORZ ORDER  -  SECOND
 ES0003  VERT ORDER  -  FIRST     CLASS II
 ES0003
 ES0003.The horizontal coordinates were established by classical geodetic methods
 ES0003.and adjusted by the National Geodetic Survey in August 1993.
 ES0003
 ES0003.The orthometric height was determined by differential leveling
 ES0003.and adjusted in June 1991.
 ES0003
 ES0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0003
 ES0003.The geoid height was determined by GEOID03.
 ES0003
 ES0003.The dynamic height is computed by dividing the NAVD 88
 ES0003.geopotential number by the normal gravity value computed on the
 ES0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0003.degrees latitude (g = 980.6199 gals.).
 ES0003
 ES0003.The modeled gravity was interpolated from observed gravity values.
 ES0003
 ES0003;                    North         East     Units Scale Factor Converg.
 ES0003;SPC AZ E     -   392,986.704   221,231.056   MT  0.99990076   +0 02 55.1
 ES0003;SPC AZ E     - 1,289,326.46    725,823.67   iFT  0.99990076   +0 02 55.1
 ES0003;UTM  12      - 3,822,850.953   584,332.557   MT  0.99968766   +0 31 16.3
 ES0003
 ES0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0003!SPC AZ E     -   0.99973001  x   0.99990076  =   0.99963080
 ES0003!UTM  12      -   0.99973001  x   0.99968766  =   0.99941775
 ES0003
 ES0003:                Primary Azimuth Mark                     Grid Az
 ES0003:SPC AZ E     -  ROUTE 77 5692.73                         009 00 28.7
 ES0003:UTM  12      -  ROUTE 77 5692.73                         008 32 07.5
 ES0003
 ES0003|---------------------------------------------------------------------|
 ES0003| PID    Reference Object                     Distance      Geod. Az  |
 ES0003|                                                           dddmmss.s |
 ES0003| CD1608 ROUTE 77 5692.73                                   0090323.8 |
 ES0003| CD1609 P 45 RM 1                            19.499 METERS 01900     |
 ES0003| CD1611 P 45 RM 3                            16.903 METERS 11558     |
 ES0003| CD1610 P 45 RM 2                            16.419 METERS 14725     |
 ES0003|---------------------------------------------------------------------|
 ES0003
 ES0003                          SUPERSEDED SURVEY CONTROL
 ES0003
 ES0003  NAD 83(1986)-  34 32 38.10305(N)    110 04 51.27781(W) AD(       ) 2
 ES0003  NAD 27      -  34 32 37.98220(N)    110 04 48.86860(W) AD(       ) 2
 ES0003  NGVD 29 (??/??/92) 1743.742  (m)         5720.93   (f) ADJ UNCH    1 2
 ES0003
 ES0003.Superseded values are not recommended for survey control.
 ES0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0003.See file dsdata.txt to determine how the superseded data were derived.
 ES0003
 ES0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8433322851(NAD 83)
 ES0003_MARKER: DB = BENCH MARK DISK
 ES0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0003_STAMPING: P - 45 1934
 ES0003_MARK LOGO: CGS   
 ES0003_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0003+STABILITY: SURFACE MOTION
 ES0003
 ES0003  HISTORY     - Date     Condition        Report By
 ES0003  HISTORY     - 1934     MONUMENTED       CGS
 ES0003  HISTORY     - 1958     GOOD             CGS
 ES0003  HISTORY     - 1960     GOOD             USGS
 ES0003  HISTORY     - 1978     GOOD             NGS
 ES0003  HISTORY     - 1983     GOOD             NGS
 ES0003
 ES0003                          STATION DESCRIPTION
 ES0003
 ES0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0003'4.8 MI N FROM SNOW FLAKE.
 ES0003'4.8 MILES NORTH OF, ALONG APACHE RAILROAD.  AT WEST END OF ROCK CUT AT
 ES0003'NORTHERN END OF HORSE SHOE BEND IN TRACK.  46 FT. NORTH OF CENTER LINE
 ES0003'OF TRACK.  CONCRETE POST 9 INCHES ABOVE SURFACE OF GROUND.
 ES0003
 ES0003                          STATION RECOVERY (1958)
 ES0003
 ES0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES0003'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF SNOWFLAKE, ABOUT
 ES0003'450 FEET WEST OF STATE HIGHWAY NO. 77, 45 FEET NORTH-NORTHEAST
 ES0003'OF THE CENTER OF THE APACHE RAILROAD TRACKS AND 45 FEET SOUTH OF
 ES0003'THE CENTER OF THE TRACK ROAD.  THE MARK IS A STANDARD U.S. COAST
 ES0003'AND GEODETIC SURVEY BENCH MARK, PROJECTS 8 INCHES ABOVE THE
 ES0003'SURFACE OF THE GROUND AND IS STAMPED P 45 1934.
 ES0003'
 ES0003'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF THE TRACK
 ES0003'ROAD.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND
 ES0003'AND IS STAMPED BM P 45 NO 1 1958.
 ES0003'
 ES0003'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE RAILROAD
 ES0003'TRACKS.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 ES0003'GROUND AND IS STAMPED BM P 45 NO 2 1958.
 ES0003'
 ES0003'AZIMUTH MARK IS A ARIZONA HIGHWAY DEPARTMENT ELEVATION STATION MARK,
 ES0003'CEMENTED IN A DRILL HOLE IN THE EAST END OF A CONCRETE CULVERT
 ES0003'ON STATE HIGHWAY NO. 77.  THE MARK IS SET FLUSH WITH THE CULVERT
 ES0003'AND IS STAMPED 5692.73 1946.
 ES0003'
 ES0003'TO REACH THE STATION FROM THE POST OFFICE IN SNOWFLAKE, GO NORTH
 ES0003'ON STATE HIGHWAY NO. 77 FOR 2.35 MILES TO A TRACK ROAD ON THE
 ES0003'LEFT AND A WIRE GATE, TURN LEFT ON THE TRACK ROAD AND PASS THROUGH
 ES0003'THE WIRE GATE AND GO NORTHWESTERLY FOR 0.2 MILE TO THE STATION
 ES0003'ON THE LEFT AS DESCRIBED.
 ES0003'
 ES0003'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, CONTINUE NORTH
 ES0003'ON STATE HIGHWAY NO. 77 FOR 0.4 MILE TO THE MARK ON THE RIGHT
 ES0003'AS DESCRIBED.
 ES0003
 ES0003                          STATION RECOVERY (1960)
 ES0003
 ES0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0003'RECOVERED IN GOOD CONDITION.
 ES0003
 ES0003                          STATION RECOVERY (1978)
 ES0003
 ES0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ES0003'THE STATION, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED AS
 ES0003'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 ES0003'DESTROYED AND RM 3 WAS ESTABLISHED AT THIS TIME.
 ES0003'
 ES0003'THE DESCRIPTION OF RM 1 AND THE AZIMUTH MARK ARE ADEQUATE EXCEPT
 ES0003'RM 1 TABLET IS 0.3 FEET BELOW GROUND LEVEL.
 ES0003'
 ES0003'THE STATION IS ABOUT 2.5 MILES NORTH OF SNOWFLAKE, ABOUT 450 FEET
 ES0003'WEST OF STATE ROUTE 77, 45 FEET NORTH NORTHEAST OF THE OLD APACHE
 ES0003'R.R. BED AND 45 FT. SOUTH OF A BLADED ROAD.
 ES0003'
 ES0003'REFERENCE MARK 3 IS A STANDARD NGS REFERENCE MARK DISK SET IN A 10
 ES0003'INCH DIAMETER CONCRETE MONUMENT STAMPED BM P45 1978 AND IS 0.3 FEET
 ES0003'BELOW GROUND LEVEL.  THE MARK IS 47 FEET SOUTH OF A TRACK ROAD AND
 ES0003'IS MARKED WITH A WITNESS POST AND SIGN 4 FEET TO THE SOUTH.
 ES0003'
 ES0003'TO REACH THE STATION FROM R.R. DEPOT IN HOLBROOK, TRAVEL SOUTH ON
 ES0003'STATE ROUTE 77 FOR 25.7 MILES AND A WIRE GATE ON THE RIGHT, TURN
 ES0003'RIGHT AND GO THROUGH GATE, TURN RIGHT AND GO TO A SECOND GATE, PASS
 ES0003'THROUGH GATE AND GO 0.1 MILE TO STATION ON THE LEFT BETWEEN BLADED
 ES0003'ROAD AND OLD APACHE R.R. BED.
 ES0003'
 ES0003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. NORTH OF
 ES0003'SNOWFLAKE.
 ES0003'
 ES0003'HEIGHT OF LIGHT ABOVE STATION MARK 15 FEET.
 ES0003
 ES0003                          STATION RECOVERY (1983)
 ES0003
 ES0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0003'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.7 KM (21.55
 ES0003'MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION WITH STATE
 ES0003'HIGHWAY 260 IN SHOW LOW, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG A DIRT
 ES0003'ROAD, 14.1 METERS (46.3 FT) NORTH-NORTHEAST OF THE CENTER OF AN OLD
 ES0003'RAILROAD BED AND 13.8 METERS (45.3 FT) SOUTH OF THE CENTER OF THE
 ES0003'ROAD.
 ES0003'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0003'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0291 ***********************************************************************
 ER0291  DESIGNATION -  P 46
 ER0291  PID         -  ER0291
 ER0291  STATE/COUNTY-  AZ/APACHE
 ER0291  USGS QUAD   -  CONCHO (1984)
 ER0291
 ER0291                         *CURRENT SURVEY CONTROL
 ER0291  ___________________________________________________________________
 ER0291* NAD 83(1986)-  34 28 40.     (N)    109 35 17.     (W)     SCALED    
 ER0291* NAVD 88     -      1891.486  (meters)    6205.65   (feet)  ADJUSTED  
 ER0291  ___________________________________________________________________
 ER0291  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ER0291  DYNAMIC HT  -        1888.761 (meters)    6196.71  (feet)  COMP
 ER0291  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 ER0291
 ER0291  VERT ORDER  -  SECOND    CLASS 0
 ER0291
 ER0291.The horizontal coordinates were scaled from a topographic map and have
 ER0291.an estimated accuracy of +/- 6 seconds.
 ER0291
 ER0291.The orthometric height was determined by differential leveling
 ER0291.and adjusted in June 1991.
 ER0291
 ER0291.The geoid height was determined by GEOID03.
 ER0291
 ER0291.The dynamic height is computed by dividing the NAVD 88
 ER0291.geopotential number by the normal gravity value computed on the
 ER0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0291.degrees latitude (g = 980.6199 gals.).
 ER0291
 ER0291.The modeled gravity was interpolated from observed gravity values.
 ER0291
 ER0291;                    North         East    Units  Estimated Accuracy
 ER0291;SPC AZ E     -   385,800.      266,510.      MT  (+/- 180 meters Scaled)
 ER0291
 ER0291                          SUPERSEDED SURVEY CONTROL
 ER0291
 ER0291  NGVD 29 (??/??/92) 1890.631  (m)         6202.85   (f) ADJ UNCH    2 0
 ER0291
 ER0291.Superseded values are not recommended for survey control.
 ER0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0291.See file dsdata.txt to determine how the superseded data were derived.
 ER0291
 ER0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD296160(NAD 83)
 ER0291_MARKER: DB = BENCH MARK DISK
 ER0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0291_STAMPING: P-46 1934
 ER0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0291+STABILITY: SURFACE MOTION
 ER0291
 ER0291  HISTORY     - Date     Condition        Report By
 ER0291  HISTORY     - 1934     MONUMENTED       CGS
 ER0291  HISTORY     - 1972     GOOD             USGS
 ER0291
 ER0291                          STATION DESCRIPTION
 ER0291
 ER0291'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0291'1.3 MI E FROM CONCHO.
 ER0291'1.3 MILES EAST ALONG U.S. HIGHWAY 260 FROM CONCHO, APACHE COUNTY, AT
 ER0291'THE SUMMIT OF A GRADE, 77 FEET EAST OF A CONCRETE CULVERT, 39 FEET
 ER0291'SOUTH OF THE CENTERLINE OF A WASH, 24 FEET NORTH OF THE CENTERLINE OF
 ER0291'THE HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 ER0291'DISK, STAMPED P 46 1934 AND SET IN THE TOP OF A CONCRETE POST
 ER0291'PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1174 ***********************************************************************
 DA1174  DESIGNATION -  P 469
 DA1174  PID         -  DA1174
 DA1174  STATE/COUNTY-  AZ/MARICOPA
 DA1174  USGS QUAD   -  SENTINEL NE (1986)
 DA1174
 DA1174                         *CURRENT SURVEY CONTROL
 DA1174  ___________________________________________________________________
 DA1174* NAD 83(1986)-  32 52 48.     (N)    113 04 47.     (W)     SCALED    
 DA1174* NAVD 88     -       224.403  (meters)     736.23   (feet)  ADJUSTED  
 DA1174  ___________________________________________________________________
 DA1174  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA1174  DYNAMIC HT  -         224.142 (meters)     735.37  (feet)  COMP
 DA1174  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DA1174
 DA1174  VERT ORDER  -  FIRST     CLASS II
 DA1174
 DA1174.The horizontal coordinates were scaled from a topographic map and have
 DA1174.an estimated accuracy of +/- 6 seconds.
 DA1174
 DA1174.The orthometric height was determined by differential leveling
 DA1174.and adjusted in June 1991.
 DA1174
 DA1174.The geoid height was determined by GEOID03.
 DA1174
 DA1174.The dynamic height is computed by dividing the NAVD 88
 DA1174.geopotential number by the normal gravity value computed on the
 DA1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1174.degrees latitude (g = 980.6199 gals.).
 DA1174
 DA1174.The modeled gravity was interpolated from observed gravity values.
 DA1174
 DA1174;                    North         East    Units  Estimated Accuracy
 DA1174;SPC AZ C     -   209,040.      104,530.      MT  (+/- 180 meters Scaled)
 DA1174
 DA1174                          SUPERSEDED SURVEY CONTROL
 DA1174
 DA1174.No superseded survey control is available for this station.
 DA1174
 DA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB054399(NAD 83)
 DA1174_MARKER: I = METAL ROD
 DA1174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1174_SP_SET: STAINLESS STEEL ROD
 DA1174_STAMPING: P 469 1980
 DA1174_MARK LOGO: NGS   
 DA1174_PROJECTION: FLUSH
 DA1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1174_ROD/PIPE-DEPTH: 4.9  meters
 DA1174
 DA1174  HISTORY     - Date     Condition        Report By
 DA1174  HISTORY     - 1980     MONUMENTED       NGS
 DA1174  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA1174  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DA1174
 DA1174                          STATION DESCRIPTION
 DA1174
 DA1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1174'12.7 KM (7.9 MI) NE FROM SENTINEL.
 DA1174'12.7 KM (7.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1174'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA1174'RAILROAD MILEPOLE 834, 13.6 METERS (44.5 FT) NORTH OF THE NORTH RAIL,
 DA1174'11.4 METERS (37.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 DA1174'BOX CULVERT (NUMBER 833.97) UNDER THE TRACKS, 1.8 METERS (6.0 FT) WEST
 DA1174'OF THE MILEPOLE.
 DA1174'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1174'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA1174
 DA1174                          STATION RECOVERY (2006)
 DA1174
 DA1174'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1174'MARK NOT FOUND.  WITNESS POST ON THE GROUND.
 DA1174
 DA1174                          STATION RECOVERY (2006)
 DA1174
 DA1174'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1174'RECOVERED NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0239 ***********************************************************************
 ER0239  DESIGNATION -  P 47
 ER0239  PID         -  ER0239
 ER0239  STATE/COUNTY-  AZ/APACHE
 ER0239  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0239
 ER0239                         *CURRENT SURVEY CONTROL
 ER0239  ___________________________________________________________________
 ER0239* NAD 83(1986)-  34 10 18.     (N)    109 18 56.     (W)     SCALED    
 ER0239* NAVD 88     -      2135.322  (meters)    7005.64   (feet)  ADJUSTED  
 ER0239  ___________________________________________________________________
 ER0239  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 ER0239  DYNAMIC HT  -        2132.034 (meters)    6994.85  (feet)  COMP
 ER0239  MODELED GRAV-     979,019.6   (mgal)                       NAVD 88
 ER0239
 ER0239  VERT ORDER  -  SECOND    CLASS 0
 ER0239
 ER0239.The horizontal coordinates were scaled from a topographic map and have
 ER0239.an estimated accuracy of +/- 6 seconds.
 ER0239
 ER0239.The orthometric height was determined by differential leveling
 ER0239.and adjusted in June 1991.
 ER0239
 ER0239.The geoid height was determined by GEOID03.
 ER0239
 ER0239.The dynamic height is computed by dividing the NAVD 88
 ER0239.geopotential number by the normal gravity value computed on the
 ER0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0239.degrees latitude (g = 980.6199 gals.).
 ER0239
 ER0239.The modeled gravity was interpolated from observed gravity values.
 ER0239
 ER0239;                    North         East    Units  Estimated Accuracy
 ER0239;SPC AZ E     -   352,020.      291,820.      MT  (+/- 180 meters Scaled)
 ER0239
 ER0239                          SUPERSEDED SURVEY CONTROL
 ER0239
 ER0239  NGVD 29 (??/??/92) 2134.394  (m)         7002.59   (f) ADJ UNCH    2 0
 ER0239
 ER0239.Superseded values are not recommended for survey control.
 ER0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0239.See file dsdata.txt to determine how the superseded data were derived.
 ER0239
 ER0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC552824(NAD 83)
 ER0239_MARKER: DB = BENCH MARK DISK
 ER0239_SETTING: 80 = SET IN A BOULDER
 ER0239_SP_SET: BOULDER
 ER0239_STAMPING: P 47 1934
 ER0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0239+STABILITY: SURFACE MOTION
 ER0239
 ER0239  HISTORY     - Date     Condition        Report By
 ER0239  HISTORY     - 1934     MONUMENTED       CGS
 ER0239  HISTORY     - 1968     MARK NOT FOUND   USGS
 ER0239
 ER0239                          STATION DESCRIPTION
 ER0239
 ER0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0239'3.2 MI N FROM SPRINGERVILLE.
 ER0239'3.2 MILES NORTH ALONG U.S. HIGHWAY 260 FROM SPRINGERVILLE, APACHE
 ER0239'COUNTY, AT THE SUMMIT OF A SMALL RISE IN THE HIGHWAY, 31 FEET WEST OF
 ER0239'THE CENTERLINE OF THE HIGHWAY, 91 FEET NORTHWEST OF A POLE, 6 INCHES
 ER0239'EAST OF THE FENCE, IN THE TOP OF A DARK-COLORED 3-FOOT BOULDER, ABOUT
 ER0239'3 FEET LOWER THAN THE HIGHWAY, AND ABOUT 6 INCHES ABOVE THE GROUND. A
 ER0239'STANDARD DISK, STAMPED P 47 1934.
 ER0239
 ER0239                          STATION RECOVERY (1968)
 ER0239
 ER0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ER0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1188 ***********************************************************************
 DA1188  DESIGNATION -  P 470
 DA1188  PID         -  DA1188
 DA1188  STATE/COUNTY-  AZ/YUMA
 DA1188  USGS QUAD   -  TEXAS HILL (1982)
 DA1188
 DA1188                         *CURRENT SURVEY CONTROL
 DA1188  ___________________________________________________________________
 DA1188* NAD 83(1986)-  32 45 08.     (N)    113 39 19.     (W)     SCALED    
 DA1188* NAVD 88     -       109.782  (meters)     360.18   (feet)  ADJUSTED  
 DA1188  ___________________________________________________________________
 DA1188  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DA1188  DYNAMIC HT  -         109.656 (meters)     359.76  (feet)  COMP
 DA1188  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 DA1188
 DA1188  VERT ORDER  -  FIRST     CLASS II
 DA1188
 DA1188.The horizontal coordinates were scaled from a topographic map and have
 DA1188.an estimated accuracy of +/- 6 seconds.
 DA1188
 DA1188.The orthometric height was determined by differential leveling
 DA1188.and adjusted in June 1991.
 DA1188
 DA1188.The geoid height was determined by GEOID03.
 DA1188
 DA1188.The dynamic height is computed by dividing the NAVD 88
 DA1188.geopotential number by the normal gravity value computed on the
 DA1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1188.degrees latitude (g = 980.6199 gals.).
 DA1188
 DA1188.The modeled gravity was interpolated from observed gravity values.
 DA1188
 DA1188;                    North         East    Units  Estimated Accuracy
 DA1188;SPC AZ W     -   194,290.      222,240.      MT  (+/- 180 meters Scaled)
 DA1188
 DA1188                          SUPERSEDED SURVEY CONTROL
 DA1188
 DA1188.No superseded survey control is available for this station.
 DA1188
 DA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB512269(NAD 83)
 DA1188_MARKER: DB = BENCH MARK DISK
 DA1188_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1188_SP_SET: ABUTMENT
 DA1188_STAMPING: P 470 1981
 DA1188_MARK LOGO: NGS   
 DA1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1188
 DA1188  HISTORY     - Date     Condition        Report By
 DA1188  HISTORY     - 1981     MONUMENTED       NGS
 DA1188
 DA1188                          STATION DESCRIPTION
 DA1188
 DA1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1188'21.4 KM (13.3 MI) SW FROM AZTEC.
 DA1188'21.4 KM (13.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1188'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 799, SET IN TOP OF THE
 DA1188'NORTHWEST END OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE, 1.8 M
 DA1188'(6.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS.
 DA1188'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0823 ***********************************************************************
 ET0823  DESIGNATION -  P 471
 ET0823  PID         -  ET0823
 ET0823  STATE/COUNTY-  AZ/MOHAVE
 ET0823  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0823
 ET0823                         *CURRENT SURVEY CONTROL
 ET0823  ___________________________________________________________________
 ET0823* NAD 83(1986)-  34 42 40.     (N)    113 54 54.     (W)     SCALED    
 ET0823* NAVD 88     -       980.124  (meters)    3215.62   (feet)  ADJUSTED  
 ET0823  ___________________________________________________________________
 ET0823  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 ET0823  DYNAMIC HT  -         978.943 (meters)    3211.75  (feet)  COMP
 ET0823  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 ET0823
 ET0823  VERT ORDER  -  FIRST     CLASS II
 ET0823
 ET0823.The horizontal coordinates were scaled from a topographic map and have
 ET0823.an estimated accuracy of +/- 6 seconds.
 ET0823
 ET0823.The orthometric height was determined by differential leveling
 ET0823.and adjusted in June 1991.
 ET0823
 ET0823.The geoid height was determined by GEOID03.
 ET0823
 ET0823.The dynamic height is computed by dividing the NAVD 88
 ET0823.geopotential number by the normal gravity value computed on the
 ET0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0823.degrees latitude (g = 980.6199 gals.).
 ET0823
 ET0823.The modeled gravity was interpolated from observed gravity values.
 ET0823
 ET0823;                    North         East    Units  Estimated Accuracy
 ET0823;SPC AZ W     -   411,560.      198,250.      MT  (+/- 180 meters Scaled)
 ET0823
 ET0823                          SUPERSEDED SURVEY CONTROL
 ET0823
 ET0823.No superseded survey control is available for this station.
 ET0823
 ET0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD330448(NAD 83)
 ET0823_MARKER: DB = BENCH MARK DISK
 ET0823_SETTING: 66 = SET IN ROCK OUTCROP
 ET0823_SP_SET: ROCK OUTCROP
 ET0823_STAMPING: P 471 1981
 ET0823_MARK LOGO: NGS   
 ET0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0823+STABILITY: POSITION/ELEVATION WELL
 ET0823
 ET0823  HISTORY     - Date     Condition        Report By
 ET0823  HISTORY     - 1981     MONUMENTED       NGS
 ET0823
 ET0823                          STATION DESCRIPTION
 ET0823
 ET0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0823'31.1 KM (19.3 MI) SE FROM YUCCA.
 ET0823'29.0 KM (18.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0823'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.1 KM (0.7 MI) NORTH ALONG A
 ET0823'DIRT ROAD LEADING TO 17 MILE RANCH, THENCE 0.6 KM (0.4 MI) NORTHEAST
 ET0823'ALONG A LANDING STRIP, THENCE 0.4 KM (0.25 MI) SOUTHEAST ALONG A DIRT
 ET0823'ROAD LEADING TO OLD ALAMO ROAD, 0.9 KM (0.55 MI) NORTHWEST OF A Y
 ET0823'JUNCTION, IN TOP A ROCK OUTCROP AT THE BOTTOM OF THE WEST EDGE OF A
 ET0823'LARGE ROCK-COVERED KNOLL, 24.1 METERS (79.0 FT) NORTHEAST OF THE
 ET0823'CENTERLINE OF THE DIRT ROAD, 5.8 METERS (19.0 FT) WEST OF AN 8-INCH
 ET0823'CEDAR TREE, 2.7 METERS (9.0 FT) SOUTHEAST OF THE CENTERLINE OF A SMALL
 ET0823'WASH LEADING ALONG THE BOTTOM OF THE OUTCROP.
 ET0823'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ET0823'THE MARK IS 0.9 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1313 ***********************************************************************
 DU1313  DESIGNATION -  P 473
 DU1313  PID         -  DU1313
 DU1313  STATE/COUNTY-  AZ/MARICOPA
 DU1313  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU1313
 DU1313                         *CURRENT SURVEY CONTROL
 DU1313  ___________________________________________________________________
 DU1313* NAD 83(1986)-  33 30 33.     (N)    111 27 21.     (W)     SCALED    
 DU1313* NAVD 88     -       719.961  (meters)    2362.07   (feet)  ADJUSTED  
 DU1313  ___________________________________________________________________
 DU1313  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DU1313  DYNAMIC HT  -         719.052 (meters)    2359.09  (feet)  COMP
 DU1313  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 DU1313
 DU1313  VERT ORDER  -  FIRST     CLASS II
 DU1313
 DU1313.The horizontal coordinates were scaled from a topographic map and have
 DU1313.an estimated accuracy of +/- 6 seconds.
 DU1313
 DU1313.The orthometric height was determined by differential leveling
 DU1313.and adjusted in June 1991.
 DU1313
 DU1313.The geoid height was determined by GEOID03.
 DU1313
 DU1313.The dynamic height is computed by dividing the NAVD 88
 DU1313.geopotential number by the normal gravity value computed on the
 DU1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1313.degrees latitude (g = 980.6199 gals.).
 DU1313
 DU1313.The modeled gravity was interpolated from observed gravity values.
 DU1313
 DU1313;                    North         East    Units  Estimated Accuracy
 DU1313;SPC AZ C     -   278,310.      256,170.      MT  (+/- 180 meters Scaled)
 DU1313
 DU1313                          SUPERSEDED SURVEY CONTROL
 DU1313
 DU1313.No superseded survey control is available for this station.
 DU1313
 DU1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC576078(NAD 83)
 DU1313_MARKER: DB = BENCH MARK DISK
 DU1313_SETTING: 66 = SET IN ROCK OUTCROP
 DU1313_SP_SET: ROCK OUTCROP
 DU1313_STAMPING: P 473 1980
 DU1313_MARK LOGO: NGS   
 DU1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1313+STABILITY: POSITION/ELEVATION WELL
 DU1313
 DU1313  HISTORY     - Date     Condition        Report By
 DU1313  HISTORY     - 1980     MONUMENTED       NGS
 DU1313  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 DU1313
 DU1313                          STATION DESCRIPTION
 DU1313
 DU1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1313'13.0 KM (8.1 MI) WEST FROM TORTILLA FLAT.
 DU1313'13.0 KM (8.1 MI) WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU1313'TORTILLA FLAT, ALSO 14.6 KM (9.1 MI) NORTHEAST ALONG STATE HIGHWAY 88
 DU1313'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT APACHE JUNCTION, ON THE INSIDE
 DU1313'OF A SLIGHT HIGHWAY CURVE, IN TOP OF AN OUTCROP LEDGE AT THE BASE
 DU1313'OF A BEDROCK HIGHWAY CUT, 75.0 METERS (246 FT) SOUTH OF HIGHWAY
 DU1313'MILEPOST 205, 3.7 METERS (12.0 FT) EAST OF THE CENTERLINE OF THE
 DU1313'HIGHWAY, 51.5 METERS (169 FT) EAST ACROSS THE HIGHWAY FROM THE EAST
 DU1313'POLE OF A DOUBLE-POLE POWER LINE, 16.5 METERS (54.0 FT) SOUTH
 DU1313'OF THE SOUTHEAST END OF A 15-CM (6-INCH) STEEL PIPE CULVERT
 DU1313'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 DU1313'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1313
 DU1313                          STATION RECOVERY (2003)
 DU1313
 DU1313'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU1313'MARK NOT FOUND.  FOUND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1249 ***********************************************************************
 DV1249  DESIGNATION -  P 474
 DV1249  PID         -  DV1249
 DV1249  STATE/COUNTY-  AZ/MARICOPA
 DV1249  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1249
 DV1249                         *CURRENT SURVEY CONTROL
 DV1249  ___________________________________________________________________
 DV1249* NAD 83(1986)-  33 34 17.     (N)    112 05 58.     (W)     SCALED    
 DV1249* NAVD 88     -       376.805  (meters)    1236.23   (feet)  ADJUSTED  
 DV1249  ___________________________________________________________________
 DV1249  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV1249  DYNAMIC HT  -         376.372 (meters)    1234.81  (feet)  COMP
 DV1249  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 DV1249
 DV1249  VERT ORDER  -  FIRST     CLASS II
 DV1249
 DV1249.The horizontal coordinates were scaled from a topographic map and have
 DV1249.an estimated accuracy of +/- 6 seconds.
 DV1249
 DV1249.The orthometric height was determined by differential leveling
 DV1249.and adjusted in June 1991.
 DV1249
 DV1249.The geoid height was determined by GEOID03.
 DV1249
 DV1249.The dynamic height is computed by dividing the NAVD 88
 DV1249.geopotential number by the normal gravity value computed on the
 DV1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1249.degrees latitude (g = 980.6199 gals.).
 DV1249
 DV1249.The modeled gravity was interpolated from observed gravity values.
 DV1249
 DV1249;                    North         East    Units  Estimated Accuracy
 DV1249;SPC AZ C     -   285,130.      196,390.      MT  (+/- 180 meters Scaled)
 DV1249
 DV1249                          SUPERSEDED SURVEY CONTROL
 DV1249
 DV1249.No superseded survey control is available for this station.
 DV1249
 DV1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC979151(NAD 83)
 DV1249_MARKER: DB = BENCH MARK DISK
 DV1249_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1249+WITH SETTING: PAVEMENT
 DV1249_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1249_STAMPING: P 474 1981
 DV1249_MARK LOGO: NGS   
 DV1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1249+STABILITY: POSITION/ELEVATION WELL
 DV1249
 DV1249  HISTORY     - Date     Condition        Report By
 DV1249  HISTORY     - 1981     MONUMENTED       NGS
 DV1249
 DV1249                          STATION DESCRIPTION
 DV1249
 DV1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1249'3.8 KM (2.35 MI) NW FROM SUNNYSLOPE.
 DV1249'3.8 KM (2.35 MI) NORTHWEST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV1249'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, AT THE SOUTHEAST CORNER
 DV1249'OF THE CROSSING OF 19TH AVENUE, AT A DEEP WELL IRRIGATION PUMP, IN TOP
 DV1249'OF THE SOUTHWEST CORNER OF THE CONCRETE PAD WHICH IS ATTACHED TO THE
 DV1249'CASING, 18 METERS (59 FT) SOUTH OF THE CENTERLINE OF THE SOUTH LEVEE,
 DV1249'17.3 METERS (56.8 FT) EAST OF THE CENTERLINE OF THE NORTH BOUNDLANES
 DV1249'OF THE AVENUE, 1.2 METERS (4.0 FT) SOUTHWEST OF THE SOUTHWEST FACE
 DV1249'OF THE PUMP, THE KEY FOR ACCESS TO THE PUMP MAY BE OBTAINED FROM THE
 DV1249'SALT RIVER PROJECT IN MESA, AZ.
 DV1249'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1278 ***********************************************************************
 DV1278  DESIGNATION -  P 475
 DV1278  PID         -  DV1278
 DV1278  STATE/COUNTY-  AZ/MARICOPA
 DV1278  USGS QUAD   -  WHITE TANK MTS (1971)
 DV1278
 DV1278                         *CURRENT SURVEY CONTROL
 DV1278  ___________________________________________________________________
 DV1278* NAD 83(1986)-  33 32 54.     (N)    112 30 51.     (W)     SCALED    
 DV1278* NAVD 88     -       440.463  (meters)    1445.09   (feet)  ADJUSTED  
 DV1278  ___________________________________________________________________
 DV1278  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV1278  DYNAMIC HT  -         439.955 (meters)    1443.42  (feet)  COMP
 DV1278  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV1278
 DV1278  VERT ORDER  -  FIRST     CLASS II
 DV1278
 DV1278.The horizontal coordinates were scaled from a topographic map and have
 DV1278.an estimated accuracy of +/- 6 seconds.
 DV1278
 DV1278.The orthometric height was determined by differential leveling
 DV1278.and adjusted in June 1991.
 DV1278
 DV1278.The geoid height was determined by GEOID03.
 DV1278
 DV1278.The dynamic height is computed by dividing the NAVD 88
 DV1278.geopotential number by the normal gravity value computed on the
 DV1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1278.degrees latitude (g = 980.6199 gals.).
 DV1278
 DV1278.The modeled gravity was interpolated from observed gravity values.
 DV1278
 DV1278;                    North         East    Units  Estimated Accuracy
 DV1278;SPC AZ C     -   282,720.      157,880.      MT  (+/- 180 meters Scaled)
 DV1278
 DV1278                          SUPERSEDED SURVEY CONTROL
 DV1278
 DV1278.No superseded survey control is available for this station.
 DV1278
 DV1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC594131(NAD 83)
 DV1278_MARKER: DB = BENCH MARK DISK
 DV1278_SETTING: 66 = SET IN ROCK OUTCROP
 DV1278_SP_SET: ROCK OUTCROP
 DV1278_STAMPING: P 475 1981
 DV1278_MARK LOGO: NGS   
 DV1278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1278+STABILITY: POSITION/ELEVATION WELL
 DV1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1278+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV1278
 DV1278  HISTORY     - Date     Condition        Report By
 DV1278  HISTORY     - 1981     MONUMENTED       NGS
 DV1278  HISTORY     - 20080427 GOOD             GEOCAC
 DV1278
 DV1278                          STATION DESCRIPTION
 DV1278
 DV1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1278'27.55 KM (17.15 MI) NW FROM GOODYEAR.
 DV1278'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1278'THENCE 6.5 KM (4.0 MI) NORTH ALONG PERRYVILLE ROAD, THENCE 0.8 KM
 DV1278'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 6.5 KM (4.0 MI) NORTH
 DV1278'ALONG CANAL ROAD, THENCE 1.1 KM (0.7 MI) WEST ALONG A DIRT ROAD
 DV1278'PARALLELING A POWER LINE, THENCE 2.8 KM (1.75 MI) WEST ALONG THE SOUTH
 DV1278'ONE OF TWO DIRT ROADS, THENCE 0.25 KM (0.15 MI) SOUTH ALONG A DIRT
 DV1278'ROAD, AT THE BASE OF THE EAST SLOPE OF A RIDGE TO THE NORTH, IN TOP OF
 DV1278'A GRANITE OUTCROP, 37.2 METERS (122 FT) WEST OF THE CENTERLINE OF THE
 DV1278'ROAD, 32.9 METERS (108 FT) SOUTHWEST OF A 20 FOOT TALL SAGUARO CACTUS
 DV1278'WITH 4 ARMS ON ITS SOUTH SIDE, 12.2 METERS (40 FT ) EAST OF A 6-INCH
 DV1278'PALO VERDE TREE.
 DV1278'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DV1278'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1278
 DV1278                          STATION RECOVERY (2008)
 DV1278
 DV1278'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1278'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV1278'32.926' W112 30.844'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1289 ***********************************************************************
 DV1289  DESIGNATION -  P 476
 DV1289  PID         -  DV1289
 DV1289  STATE/COUNTY-  AZ/MARICOPA
 DV1289  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1289
 DV1289                         *CURRENT SURVEY CONTROL
 DV1289  ___________________________________________________________________
 DV1289* NAD 83(1986)-  33 29 38.     (N)    113 03 34.     (W)     SCALED    
 DV1289* NAVD 88     -       371.010  (meters)    1217.22   (feet)  ADJUSTED  
 DV1289  ___________________________________________________________________
 DV1289  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1289  DYNAMIC HT  -         370.584 (meters)    1215.82  (feet)  COMP
 DV1289  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DV1289
 DV1289  VERT ORDER  -  FIRST     CLASS II
 DV1289
 DV1289.The horizontal coordinates were scaled from a topographic map and have
 DV1289.an estimated accuracy of +/- 6 seconds.
 DV1289
 DV1289.The orthometric height was determined by differential leveling
 DV1289.and adjusted in June 1991.
 DV1289
 DV1289.The geoid height was determined by GEOID03.
 DV1289
 DV1289.The dynamic height is computed by dividing the NAVD 88
 DV1289.geopotential number by the normal gravity value computed on the
 DV1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1289.degrees latitude (g = 980.6199 gals.).
 DV1289
 DV1289.The modeled gravity was interpolated from observed gravity values.
 DV1289
 DV1289;                    North         East    Units  Estimated Accuracy
 DV1289;SPC AZ C     -   277,110.      107,170.      MT  (+/- 180 meters Scaled)
 DV1289
 DV1289                          SUPERSEDED SURVEY CONTROL
 DV1289
 DV1289.No superseded survey control is available for this station.
 DV1289
 DV1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC086079(NAD 83)
 DV1289_MARKER: I = METAL ROD
 DV1289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1289_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1289_STAMPING: P 476 1981
 DV1289_MARK LOGO: NGS   
 DV1289_PROJECTION: FLUSH
 DV1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1289+STABILITY: POSITION/ELEVATION WELL
 DV1289_ROD/PIPE-DEPTH: 10.9 meters
 DV1289_SLEEVE-DEPTH  : 7.0 meters
 DV1289
 DV1289  HISTORY     - Date     Condition        Report By
 DV1289  HISTORY     - 1981     MONUMENTED       NGS
 DV1289  HISTORY     - 1981     GOOD             NGS
 DV1289
 DV1289                          STATION DESCRIPTION
 DV1289
 DV1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1289'11.0 KM (6.85 MI) WEST FROM TONOPAH.
 DV1289'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1289'AT TONOPAH, 74.7 METERS (245 FT) WEST OF THE Y JUNCTION OF THE
 DV1289'BUCKEYE-SALOME ROAD, 10.3 METERS (34 FT) NORTH OF THE CENTERLINE
 DV1289'OF A TRACK ROAD AND THE EXTENDED CENTERLINE OF INDIAN SCHOOL ROAD,
 DV1289'30.5 METERS (100 FT) SOUTHWEST OF THE CENTERLINE OF THE BUCKEYE-SALOME
 DV1289'ROAD, 133.3 METERS (437 FT) WEST-NORTHWEST OF BENCH MARK A 263.
 DV1289'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DV1289'THE MARK IS 0.4 M ABOVE THE BUCKEYE-SALOME ROAD.
 DV1289
 DV1289                          STATION RECOVERY (1981)
 DV1289
 DV1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1289'PREVIOUSLY DESCRIBED IN FILE L24555 PART 2
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1378 ***********************************************************************
 DV1378  DESIGNATION -  P 477
 DV1378  PID         -  DV1378
 DV1378  STATE/COUNTY-  AZ/LA PAZ
 DV1378  USGS QUAD   -  HARRISBURG VALLEY (1990)
 DV1378
 DV1378                         *CURRENT SURVEY CONTROL
 DV1378  ___________________________________________________________________
 DV1378* NAD 83(1986)-  33 44 08.     (N)    113 31 50.     (W)     SCALED    
 DV1378* NAVD 88     -       525.201  (meters)    1723.10   (feet)  ADJUSTED  
 DV1378  ___________________________________________________________________
 DV1378  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV1378  DYNAMIC HT  -         524.587 (meters)    1721.08  (feet)  COMP
 DV1378  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 DV1378
 DV1378  VERT ORDER  -  FIRST     CLASS II
 DV1378
 DV1378.The horizontal coordinates were scaled from a topographic map and have
 DV1378.an estimated accuracy of +/- 6 seconds.
 DV1378
 DV1378.The orthometric height was determined by differential leveling
 DV1378.and adjusted in June 1991.
 DV1378
 DV1378.The geoid height was determined by GEOID03.
 DV1378
 DV1378.The dynamic height is computed by dividing the NAVD 88
 DV1378.geopotential number by the normal gravity value computed on the
 DV1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1378.degrees latitude (g = 980.6199 gals.).
 DV1378
 DV1378.The modeled gravity was interpolated from observed gravity values.
 DV1378
 DV1378;                    North         East    Units  Estimated Accuracy
 DV1378;SPC AZ W     -   303,360.      233,700.      MT  (+/- 180 meters Scaled)
 DV1378
 DV1378                          SUPERSEDED SURVEY CONTROL
 DV1378
 DV1378.No superseded survey control is available for this station.
 DV1378
 DV1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC655357(NAD 83)
 DV1378_MARKER: DB = BENCH MARK DISK
 DV1378_SETTING: 66 = SET IN ROCK OUTCROP
 DV1378_SP_SET: ROCK OUTCROP
 DV1378_STAMPING: P 477 1981
 DV1378_MARK LOGO: NGS   
 DV1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1378+STABILITY: POSITION/ELEVATION WELL
 DV1378
 DV1378  HISTORY     - Date     Condition        Report By
 DV1378  HISTORY     - 1981     MONUMENTED       NGS
 DV1378
 DV1378                          STATION DESCRIPTION
 DV1378
 DV1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1378'9.9 KM (6.15 MI) SE FROM SALOME.
 DV1378'9.7 KM (6.05 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1378'HIGHWAY 60 AT SALOME, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG A PRIVATE
 DV1378'ROAD TO THE OLD NORD RANCH, AT THE EAST END OF A SHORT RIDGE, IN TOP
 DV1378'OF A GRANITE OUTCROP, 23.4 METERS (79.8 FT) WEST-NORTHWEST OF THE
 DV1378'NORTH CORNER OF THE MAIN PART OF THE ONE STORY WHITE FRAME RANCH
 DV1378'HOUSE AND ABOUT LEVEL WITH THE HIGHEST POINT OF THE HOUSE, 2.1 METERS
 DV1378'(7.0 FT) WEST OF THE NORTH CORNER OF A 2.5 BY 2.5 FOOT CONCRETE PAD
 DV1378'SUPPORTING A TV ANTENNA.
 DV1378'THE MARK IS 6 M ABOVE THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1392 ***********************************************************************
 DV1392  DESIGNATION -  P 478
 DV1392  PID         -  DV1392
 DV1392  STATE/COUNTY-  AZ/LA PAZ
 DV1392  USGS QUAD   -  BEAR HILLS (1990)
 DV1392
 DV1392                         *CURRENT SURVEY CONTROL
 DV1392  ___________________________________________________________________
 DV1392* NAD 83(1986)-  33 40 42.     (N)    113 56 43.     (W)     SCALED    
 DV1392* NAVD 88     -       414.436  (meters)    1359.70   (feet)  ADJUSTED  
 DV1392  ___________________________________________________________________
 DV1392  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1392  DYNAMIC HT  -         413.963 (meters)    1358.14  (feet)  COMP
 DV1392  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 DV1392
 DV1392  VERT ORDER  -  FIRST     CLASS II
 DV1392
 DV1392.The horizontal coordinates were scaled from a topographic map and have
 DV1392.an estimated accuracy of +/- 6 seconds.
 DV1392
 DV1392.The orthometric height was determined by differential leveling
 DV1392.and adjusted in June 1991.
 DV1392
 DV1392.The geoid height was determined by GEOID03.
 DV1392
 DV1392.The dynamic height is computed by dividing the NAVD 88
 DV1392.geopotential number by the normal gravity value computed on the
 DV1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1392.degrees latitude (g = 980.6199 gals.).
 DV1392
 DV1392.The modeled gravity was interpolated from observed gravity values.
 DV1392
 DV1392;                    North         East    Units  Estimated Accuracy
 DV1392;SPC AZ W     -   297,010.      195,250.      MT  (+/- 180 meters Scaled)
 DV1392
 DV1392                          SUPERSEDED SURVEY CONTROL
 DV1392
 DV1392.No superseded survey control is available for this station.
 DV1392
 DV1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC269303(NAD 83)
 DV1392_MARKER: DB = BENCH MARK DISK
 DV1392_SETTING: 66 = SET IN ROCK OUTCROP
 DV1392_SP_SET: ROCK OUTCROP
 DV1392_STAMPING: P 478 1981
 DV1392_MARK LOGO: NGS   
 DV1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1392+STABILITY: POSITION/ELEVATION WELL
 DV1392
 DV1392  HISTORY     - Date     Condition        Report By
 DV1392  HISTORY     - 1981     MONUMENTED       NGS
 DV1392
 DV1392                          STATION DESCRIPTION
 DV1392
 DV1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1392'35.1 KM (21.8 MI) SW FROM SALOME.
 DV1392'34.9 KM (21.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1392'SALOME ROAD IN SALOME, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A DIRT ROAD
 DV1392'THROUGH A GATE IN THE RIGHT-OF-WAY FENCE AND ALONG THE BASE OF A ROCKY
 DV1392'MOUNTAIN, ALSO 0.25 KM (0.15 MI) SOUTH-SOUTHWEST ACROSS THE HIGHWAY
 DV1392'FROM THE BRENDA SERVICE STATION, AT THE WEST BASE OF THE MOUNTAIN, SET
 DV1392'IN OUTCROP AT THE BASE OF THE WEST END OF A PILE OF VERY LARGE
 DV1392'BOULDERS, 22.9 METERS (75.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DV1392'ROAD AT A WASH, 4.3 METERS (14.0 FT) NORTHEAST OF THE CENTERLINE OF
 DV1392'THE DRY WASH AT THE BASE OF THE BOULDERS, 0.35 METERS (1.2 FT)
 DV1392'SOUTHEAST OF THE SOUTHEAST VERTICAL FACE OF THE WEST-MOST BOULDER.
 DV1392'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 DV1392'THE MARK IS 0.5 M ABOVE THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1295 ***********************************************************************
 DW1295  DESIGNATION -  P 479
 DW1295  PID         -  DW1295
 DW1295  STATE/COUNTY-  AZ/LA PAZ
 DW1295  USGS QUAD   -  LA PAZ MTN (1970)
 DW1295
 DW1295                         *CURRENT SURVEY CONTROL
 DW1295  ___________________________________________________________________
 DW1295* NAD 83(1986)-  33 37 48.     (N)    114 24 37.     (W)     SCALED    
 DW1295* NAVD 88     -       233.990  (meters)     767.68   (feet)  ADJUSTED  
 DW1295  ___________________________________________________________________
 DW1295  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DW1295  DYNAMIC HT  -         233.732 (meters)     766.84  (feet)  COMP
 DW1295  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DW1295
 DW1295  VERT ORDER  -  FIRST     CLASS II
 DW1295
 DW1295.The horizontal coordinates were scaled from a topographic map and have
 DW1295.an estimated accuracy of +/- 6 seconds.
 DW1295
 DW1295.The orthometric height was determined by differential leveling
 DW1295.and adjusted in June 1991.
 DW1295
 DW1295.The geoid height was determined by GEOID03.
 DW1295
 DW1295.The dynamic height is computed by dividing the NAVD 88
 DW1295.geopotential number by the normal gravity value computed on the
 DW1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1295.degrees latitude (g = 980.6199 gals.).
 DW1295
 DW1295.The modeled gravity was interpolated from observed gravity values.
 DW1295
 DW1295;                    North         East    Units  Estimated Accuracy
 DW1295;SPC AZ W     -   291,820.      152,100.      MT  (+/- 180 meters Scaled)
 DW1295
 DW1295                          SUPERSEDED SURVEY CONTROL
 DW1295
 DW1295.No superseded survey control is available for this station.
 DW1295
 DW1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT402241(NAD 83)
 DW1295_MARKER: I = METAL ROD
 DW1295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DW1295_SP_SET: STAINLESS STEEL ROD
 DW1295_STAMPING: P 479 1981
 DW1295_MARK LOGO: NGS   
 DW1295_PROJECTION: FLUSH
 DW1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1295_ROD/PIPE-DEPTH: 1.5  meters
 DW1295
 DW1295  HISTORY     - Date     Condition        Report By
 DW1295  HISTORY     - 1981     MONUMENTED       NGS
 DW1295
 DW1295                          STATION DESCRIPTION
 DW1295
 DW1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1295'11.9 KM (7.4 MI) EAST FROM EHRENBERG.
 DW1295'11.9 KM (7.4 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1295'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.5 KM (0.3
 DW1295'MI) NORTHEAST OF A DRY WASH AND HIGHWAY MILEPOST 7, 0.2 KM (0.1 MI)
 DW1295'SOUTH ACROSS THE HIGHWAY FROM A SMALL CINDER BLOCK BUILDING ON A HILL,
 DW1295'27.7 METERS (91.0 FT) SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANES,
 DW1295'14.3 METERS (47.0 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT
 DW1295'DRAINAGE DITCH, 37.2 METERS (122 FT) EAST OF THE SOUTHWEST END OF A
 DW1295'36-INCH CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, 0.8 METERS (2.8 FT)
 DW1295'NORTHEAST OF A BRACED ANGLE IRON POST IN THE RIGHT-OF-WAY FENCE, 0.5
 DW1295'METERS (1.6 FT) NORTH OF THE FENCE LINE.
 DW1295'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 DW1295'THE MARK IS 2.8 M BELOW THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0177 ***********************************************************************
 ER0177  DESIGNATION -  P 48
 ER0177  PID         -  ER0177
 ER0177  STATE/COUNTY-  AZ/APACHE
 ER0177  USGS QUAD   -  WILD COW LAKE (1978)
 ER0177
 ER0177                         *CURRENT SURVEY CONTROL
 ER0177  ___________________________________________________________________
 ER0177* NAD 83(1986)-  34 58 20.     (N)    109 08 19.     (W)     SCALED    
 ER0177* NAVD 88     -      1976.859  (meters)    6485.74   (feet)  ADJUSTED  
 ER0177  ___________________________________________________________________
 ER0177  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 ER0177  DYNAMIC HT  -        1973.974 (meters)    6476.28  (feet)  COMP
 ER0177  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 ER0177
 ER0177  VERT ORDER  -  SECOND    CLASS 0
 ER0177
 ER0177.The horizontal coordinates were scaled from a topographic map and have
 ER0177.an estimated accuracy of +/- 6 seconds.
 ER0177
 ER0177.The orthometric height was determined by differential leveling
 ER0177.and adjusted in June 1991.
 ER0177
 ER0177.The geoid height was determined by GEOID03.
 ER0177
 ER0177.The dynamic height is computed by dividing the NAVD 88
 ER0177.geopotential number by the normal gravity value computed on the
 ER0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0177.degrees latitude (g = 980.6199 gals.).
 ER0177
 ER0177.The modeled gravity was interpolated from observed gravity values.
 ER0177
 ER0177;                    North         East    Units  Estimated Accuracy
 ER0177;SPC AZ E     -   440,980.      307,230.      MT  (+/- 180 meters Scaled)
 ER0177
 ER0177                          SUPERSEDED SURVEY CONTROL
 ER0177
 ER0177  NGVD 29 (??/??/92) 1975.881  (m)         6482.54   (f) ADJ UNCH    2 0
 ER0177
 ER0177.Superseded values are not recommended for survey control.
 ER0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0177.See file dsdata.txt to determine how the superseded data were derived.
 ER0177
 ER0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD699715(NAD 83)
 ER0177_MARKER: DB = BENCH MARK DISK
 ER0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0177_STAMPING: P-48 1934
 ER0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0177+STABILITY: SURFACE MOTION
 ER0177
 ER0177  HISTORY     - Date     Condition        Report By
 ER0177  HISTORY     - 1934     MONUMENTED       CGS
 ER0177  HISTORY     - 1973     MARK NOT FOUND   USGS
 ER0177
 ER0177                          STATION DESCRIPTION
 ER0177
 ER0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0177'18.4 MI W FROM ZUNI, NM.
 ER0177'18.4 MILES WEST OF, ALONG STATE HIGHWAY 61 6.1 MILES WEST OF ARIZONA
 ER0177'AND NEW MEXICO STATE LINE.  ON WEST EDGE OF A SMALL VALLEY THAT RUNS
 ER0177'NORTH AND SOUTH.  35 FEET SOUTH OF CENTER LINE OF HIGHWAY.
 ER0177
 ER0177                          STATION RECOVERY (1973)
 ER0177
 ER0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ER0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0759 ***********************************************************************
 ET0759  DESIGNATION -  P 480
 ET0759  PID         -  ET0759
 ET0759  STATE/COUNTY-  AZ/LA PAZ
 ET0759  USGS QUAD   -  ALAMO DAM SE (1990)
 ET0759
 ET0759                         *CURRENT SURVEY CONTROL
 ET0759  ___________________________________________________________________
 ET0759* NAD 83(1986)-  34 07 05.     (N)    113 32 31.     (W)     SCALED    
 ET0759* NAVD 88     -       606.419  (meters)    1989.56   (feet)  ADJUSTED  
 ET0759  ___________________________________________________________________
 ET0759  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 ET0759  DYNAMIC HT  -         605.725 (meters)    1987.28  (feet)  COMP
 ET0759  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 ET0759
 ET0759  VERT ORDER  -  FIRST     CLASS II
 ET0759
 ET0759.The horizontal coordinates were scaled from a topographic map and have
 ET0759.an estimated accuracy of +/- 6 seconds.
 ET0759
 ET0759.The orthometric height was determined by differential leveling
 ET0759.and adjusted in June 1991.
 ET0759
 ET0759.The geoid height was determined by GEOID03.
 ET0759
 ET0759.The dynamic height is computed by dividing the NAVD 88
 ET0759.geopotential number by the normal gravity value computed on the
 ET0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0759.degrees latitude (g = 980.6199 gals.).
 ET0759
 ET0759.The modeled gravity was interpolated from observed gravity values.
 ET0759
 ET0759;                    North         East    Units  Estimated Accuracy
 ET0759;SPC AZ W     -   345,780.      232,550.      MT  (+/- 180 meters Scaled)
 ET0759
 ET0759                          SUPERSEDED SURVEY CONTROL
 ET0759
 ET0759.No superseded survey control is available for this station.
 ET0759
 ET0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC655781(NAD 83)
 ET0759_MARKER: I = METAL ROD
 ET0759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0759_SP_SET: STAINLESS STEEL ROD
 ET0759_STAMPING: P 480 1981
 ET0759_MARK LOGO: NGS   
 ET0759_PROJECTION: FLUSH
 ET0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0759+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 ET0759_ROD/PIPE-DEPTH: 3.0  meters
 ET0759
 ET0759  HISTORY     - Date     Condition        Report By
 ET0759  HISTORY     - 1981     MONUMENTED       NGS
 ET0759  HISTORY     - 19990306 GOOD             USPSQD
 ET0759  HISTORY     - 20070210 GOOD             USPSQD
 ET0759  HISTORY     - 20081016 GOOD             GEOCAC
 ET0759
 ET0759                          STATION DESCRIPTION
 ET0759
 ET0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0759'35.3 KM (21.95 MI) NORT FROM WENDEN.
 ET0759'35.3 KM (21.95 MI) NORTH ALONG THE WENDEN-ALAMO LAKE ROAD FROM THE
 ET0759'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, 0.55 KM (0.35 MI) NORTHEAST OF
 ET0759'THE NORTHEAST END OF A ROAD CURVE, 0.4 KM (0.25 MI) NORTHEAST OF A
 ET0759'POWER LINE CROSSING, SET IN THE WEST CORNER OF A T JUNCTION OF A DIRT
 ET0759'ROAD LEADING NORTHWEST, 14.1 METERS (46.0 FT) NORTHWEST OF THE
 ET0759'CENTERLINE OF THE ROAD, 17.7 METERS (58.0 FT) NORTHEAST OF THE
 ET0759'NORTHWEST END OF A 36-INCH CORRUGATED PIPE CULVERT UNDER THE ROAD,
 ET0759'17.1 METERS (56.0 FT) SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD,
 ET0759'3.2 METERS (10.5 FT) NORTHEAST OF A 10-INCH PALO VERDE TREE NEXT TO A
 ET0759'SAGUARO CACTUS WITH THREE MASSIVE ARMS.
 ET0759'THE MARK IS 04 METERS  SW FROM A WITNESS POST.
 ET0759'THE MARK IS 0.8 M BELOW THE ROAD.
 ET0759
 ET0759                          STATION RECOVERY (1999)
 ET0759
 ET0759'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0759'RECOVERED IN GOOD CONDITION.
 ET0759
 ET0759                          STATION RECOVERY (2007)
 ET0759
 ET0759'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 ET0759'RECOVERED AS DESCRIBED.
 ET0759
 ET0759                          STATION RECOVERY (2008)
 ET0759
 ET0759'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0759'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF
 ET0759'N 34 07.091' W 113 32.491'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0809 ***********************************************************************
 ET0809  DESIGNATION -  P 481
 ET0809  PID         -  ET0809
 ET0809  STATE/COUNTY-  AZ/MOHAVE
 ET0809  USGS QUAD   -  DUTCH FLAT SE (1967)
 ET0809
 ET0809                         *CURRENT SURVEY CONTROL
 ET0809  ___________________________________________________________________
 ET0809* NAD 83(1986)-  34 32 44.     (N)    113 45 11.     (W)     SCALED    
 ET0809* NAVD 88     -       867.222  (meters)    2845.21   (feet)  ADJUSTED  
 ET0809  ___________________________________________________________________
 ET0809  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 ET0809  DYNAMIC HT  -         866.197 (meters)    2841.85  (feet)  COMP
 ET0809  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 ET0809
 ET0809  VERT ORDER  -  FIRST     CLASS II
 ET0809
 ET0809.The horizontal coordinates were scaled from a topographic map and have
 ET0809.an estimated accuracy of +/- 6 seconds.
 ET0809
 ET0809.The orthometric height was determined by differential leveling
 ET0809.and adjusted in June 1991.
 ET0809
 ET0809.The geoid height was determined by GEOID03.
 ET0809
 ET0809.The dynamic height is computed by dividing the NAVD 88
 ET0809.geopotential number by the normal gravity value computed on the
 ET0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0809.degrees latitude (g = 980.6199 gals.).
 ET0809
 ET0809.The modeled gravity was interpolated from observed gravity values.
 ET0809
 ET0809;                    North         East    Units  Estimated Accuracy
 ET0809;SPC AZ W     -   393,180.      213,080.      MT  (+/- 180 meters Scaled)
 ET0809
 ET0809                          SUPERSEDED SURVEY CONTROL
 ET0809
 ET0809.No superseded survey control is available for this station.
 ET0809
 ET0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD473260(NAD 83)
 ET0809_MARKER: I = METAL ROD
 ET0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0809_SP_SET: STAINLESS STEEL ROD
 ET0809_STAMPING: P 481 1981
 ET0809_MARK LOGO: NGS   
 ET0809_PROJECTION: FLUSH
 ET0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0809_ROD/PIPE-DEPTH: 2.4  meters
 ET0809
 ET0809  HISTORY     - Date     Condition        Report By
 ET0809  HISTORY     - 1981     MONUMENTED       NGS
 ET0809
 ET0809                          STATION DESCRIPTION
 ET0809
 ET0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0809'52.9 KM (32.85 MI) SE FROM YUCCA.
 ET0809'52.9 KM (32.85 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0809'INTERSTATE HIGHWAY 40 IN YUCCA, 1.1 KM (0.7 MI) NORTHWEST OF THE
 ET0809'JUNCTION OF A GRADED ROAD LEADING SOUTHEAST TOWARD COYOTE WELL, 0.8 KM
 ET0809'(0.5 MI) SOUTH-SOUTHEAST OF A WATER TANK AND CORRAL, AT THE SUMMIT OF
 ET0809'A SHORT ROAD GRADE AND RIDGE, 21.5 METERS (70.5 FT) EAST OF THE
 ET0809'CENTERLINE OF THE ROAD, 28.8 METERS (94.5 FT) SOUTH-SOUTHWEST OF AN
 ET0809'8-INCH SPLIT-TOPPED JOSHUA TREE.
 ET0809'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 ET0809'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0788 ***********************************************************************
 ET0788  DESIGNATION -  P 482
 ET0788  PID         -  ET0788
 ET0788  STATE/COUNTY-  AZ/MOHAVE
 ET0788  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0788
 ET0788                         *CURRENT SURVEY CONTROL
 ET0788  ___________________________________________________________________
 ET0788* NAD 83(1986)-  34 17 43.     (N)    113 38 26.     (W)     SCALED    
 ET0788* NAVD 88     -       478.864  (meters)    1571.07   (feet)  ADJUSTED  
 ET0788  ___________________________________________________________________
 ET0788  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ET0788  DYNAMIC HT  -         478.325 (meters)    1569.30  (feet)  COMP
 ET0788  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 ET0788
 ET0788  VERT ORDER  -  FIRST     CLASS II
 ET0788
 ET0788.The horizontal coordinates were scaled from a topographic map and have
 ET0788.an estimated accuracy of +/- 6 seconds.
 ET0788
 ET0788.The orthometric height was determined by differential leveling
 ET0788.and adjusted in June 1991.
 ET0788
 ET0788.The geoid height was determined by GEOID03.
 ET0788
 ET0788.The dynamic height is computed by dividing the NAVD 88
 ET0788.geopotential number by the normal gravity value computed on the
 ET0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0788.degrees latitude (g = 980.6199 gals.).
 ET0788
 ET0788.The modeled gravity was interpolated from observed gravity values.
 ET0788
 ET0788;                    North         East    Units  Estimated Accuracy
 ET0788;SPC AZ W     -   365,420.      223,440.      MT  (+/- 180 meters Scaled)
 ET0788
 ET0788                          SUPERSEDED SURVEY CONTROL
 ET0788
 ET0788.No superseded survey control is available for this station.
 ET0788
 ET0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC569980(NAD 83)
 ET0788_MARKER: DB = BENCH MARK DISK
 ET0788_SETTING: 66 = SET IN ROCK OUTCROP
 ET0788_SP_SET: ROCK OUTCROP
 ET0788_STAMPING: P 482 1981
 ET0788_MARK LOGO: NGS   
 ET0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0788+STABILITY: POSITION/ELEVATION WELL
 ET0788
 ET0788  HISTORY     - Date     Condition        Report By
 ET0788  HISTORY     - 1981     MONUMENTED       NGS
 ET0788
 ET0788                          STATION DESCRIPTION
 ET0788
 ET0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0788'87.1 KM (54.15 MI) SE FROM YUCCA.
 ET0788'87.1 KM (54.15 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0788'INTERSTATE HIGHWAY 40 IN YUCCA, AT A POINT WHERE THE ROAD CROSSES
 ET0788'THROUGH A STEEP-SIDED WASH, ON THE NORTH SIDE OF A DRY WASH LINED WITH
 ET0788'MASSIVE SANDSTONE OUTCROP BANKS, SET IN TOP OF A SANDSTONE OUTCROP,
 ET0788'11.2 METERS (36.8 FT) WEST OF THE CENTERLINE OF THE ROAD, 13.6 METERS
 ET0788'(44.5 FT) NORTH OF THE CENTERLINE OF THE WASH.
 ET0788'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 ET0788'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0896 ***********************************************************************
 FS0896  DESIGNATION -  P 484
 FS0896  PID         -  FS0896
 FS0896  STATE/COUNTY-  AZ/MOHAVE
 FS0896  USGS QUAD   -  KINGMAN SE (1980)
 FS0896
 FS0896                         *CURRENT SURVEY CONTROL
 FS0896  ___________________________________________________________________
 FS0896* NAD 83(1986)-  35 04 56.     (N)    114 07 21.     (W)     SCALED    
 FS0896* NAVD 88     -       793.897  (meters)    2604.64   (feet)  ADJUSTED  
 FS0896  ___________________________________________________________________
 FS0896  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FS0896  DYNAMIC HT  -         792.987 (meters)    2601.66  (feet)  COMP
 FS0896  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 FS0896
 FS0896  VERT ORDER  -  FIRST     CLASS II
 FS0896
 FS0896.The horizontal coordinates were scaled from a topographic map and have
 FS0896.an estimated accuracy of +/- 6 seconds.
 FS0896
 FS0896.The orthometric height was determined by differential leveling
 FS0896.and adjusted in June 1991.
 FS0896
 FS0896.The geoid height was determined by GEOID03.
 FS0896
 FS0896.The dynamic height is computed by dividing the NAVD 88
 FS0896.geopotential number by the normal gravity value computed on the
 FS0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0896.degrees latitude (g = 980.6199 gals.).
 FS0896
 FS0896.The modeled gravity was interpolated from observed gravity values.
 FS0896
 FS0896;                    North         East    Units  Estimated Accuracy
 FS0896;SPC AZ W     -   452,770.      179,390.      MT  (+/- 180 meters Scaled)
 FS0896
 FS0896                          SUPERSEDED SURVEY CONTROL
 FS0896
 FS0896.No superseded survey control is available for this station.
 FS0896
 FS0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU623859(NAD 83)
 FS0896_MARKER: DB = BENCH MARK DISK
 FS0896_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FS0896_SP_SET: ABUTMENT
 FS0896_STAMPING: P 484 1981
 FS0896_MARK LOGO: NGS   
 FS0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0896
 FS0896  HISTORY     - Date     Condition        Report By
 FS0896  HISTORY     - 1981     MONUMENTED       NGS
 FS0896
 FS0896                          STATION DESCRIPTION
 FS0896
 FS0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0896'14.55 KM (9.05 MI) SW FROM KINGMAN.
 FS0896'14.55 KM (9.05 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0896'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, IN TOP OF
 FS0896'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER
 FS0896'GRIFFITH WASH, 4.6 METERS (15 FT) NORTHWEST OF THE CENTERLINE OF THE
 FS0896'WEST LANES.
 FS0896'THE MARK IS ABOVE LEVEL WITH THE WEST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0961 ***********************************************************************
 FS0961  DESIGNATION -  P 485
 FS0961  PID         -  FS0961
 FS0961  STATE/COUNTY-  AZ/MOHAVE
 FS0961  USGS QUAD   -  MOUNT WILSON (1989)
 FS0961
 FS0961                         *CURRENT SURVEY CONTROL
 FS0961  ___________________________________________________________________
 FS0961* NAD 83(1986)-  35 53 02.     (N)    114 37 03.     (W)     SCALED    
 FS0961* NAVD 88     -       549.105  (meters)    1801.52   (feet)  ADJUSTED  
 FS0961  ___________________________________________________________________
 FS0961  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0961  DYNAMIC HT  -         548.551 (meters)    1799.70  (feet)  COMP
 FS0961  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 FS0961
 FS0961  VERT ORDER  -  FIRST     CLASS II
 FS0961
 FS0961.The horizontal coordinates were scaled from a topographic map and have
 FS0961.an estimated accuracy of +/- 6 seconds.
 FS0961
 FS0961.The orthometric height was determined by differential leveling
 FS0961.and adjusted in June 1991.
 FS0961
 FS0961.The geoid height was determined by GEOID03.
 FS0961
 FS0961.The dynamic height is computed by dividing the NAVD 88
 FS0961.geopotential number by the normal gravity value computed on the
 FS0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0961.degrees latitude (g = 980.6199 gals.).
 FS0961
 FS0961.The modeled gravity was interpolated from observed gravity values.
 FS0961
 FS0961;                    North         East    Units  Estimated Accuracy
 FS0961;SPC AZ W     -   542,000.      135,030.      MT  (+/- 180 meters Scaled)
 FS0961
 FS0961                          SUPERSEDED SURVEY CONTROL
 FS0961
 FS0961.No superseded survey control is available for this station.
 FS0961
 FS0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV150736(NAD 83)
 FS0961_MARKER: DB = BENCH MARK DISK
 FS0961_SETTING: 66 = SET IN ROCK OUTCROP
 FS0961_SP_SET: ROCK OUTCROP
 FS0961_STAMPING: P 485 1981
 FS0961_MARK LOGO: NGS   
 FS0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0961+STABILITY: POSITION/ELEVATION WELL
 FS0961
 FS0961  HISTORY     - Date     Condition        Report By
 FS0961  HISTORY     - 1981     MONUMENTED       NGS
 FS0961
 FS0961                          STATION DESCRIPTION
 FS0961
 FS0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0961'20.35 KM (12.6 MI) SE FROM HOOVER DAM.
 FS0961'20.35 KM (12.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0961'END OF HOOVER DAM, IN TOP OF A ROCK OUTCROP IN THE CENTER OF A SMALL
 FS0961'CUT, 0.2 KM (0.15 MI) NORTHEAST OF THE ENTRANCE TO A REST AREA, 15.1
 FS0961'METERS (49.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT, 11.4
 FS0961'METERS (37.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0961'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 FS0961'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0911 ***********************************************************************
 FS0911  DESIGNATION -  P 486
 FS0911  PID         -  FS0911
 FS0911  STATE/COUNTY-  AZ/MOHAVE
 FS0911  USGS QUAD   -  KINGMAN (1980)
 FS0911
 FS0911                         *CURRENT SURVEY CONTROL
 FS0911  ___________________________________________________________________
 FS0911* NAD 83(1986)-  35 12 22.     (N)    114 01 09.     (W)     SCALED    
 FS0911* NAVD 88     -      1066.923  (meters)    3500.40   (feet)  ADJUSTED  
 FS0911  ___________________________________________________________________
 FS0911  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0911  DYNAMIC HT  -        1065.657 (meters)    3496.24  (feet)  COMP
 FS0911  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 FS0911
 FS0911  VERT ORDER  -  FIRST     CLASS II
 FS0911
 FS0911.The horizontal coordinates were scaled from a topographic map and have
 FS0911.an estimated accuracy of +/- 6 seconds.
 FS0911
 FS0911.The orthometric height was determined by differential leveling
 FS0911.and adjusted in June 1991.
 FS0911
 FS0911.The geoid height was determined by GEOID03.
 FS0911
 FS0911.The dynamic height is computed by dividing the NAVD 88
 FS0911.geopotential number by the normal gravity value computed on the
 FS0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0911.degrees latitude (g = 980.6199 gals.).
 FS0911
 FS0911.The modeled gravity was interpolated from observed gravity values.
 FS0911
 FS0911;                    North         East    Units  Estimated Accuracy
 FS0911;SPC AZ W     -   466,490.      188,850.      MT  (+/- 180 meters Scaled)
 FS0911
 FS0911                          SUPERSEDED SURVEY CONTROL
 FS0911
 FS0911.No superseded survey control is available for this station.
 FS0911
 FS0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU713999(NAD 83)
 FS0911_MARKER: DB = BENCH MARK DISK
 FS0911_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FS0911+WITH SETTING: PAVEMENT
 FS0911_SP_SET: FOUNDATION
 FS0911_STAMPING: P 486 1982
 FS0911_MARK LOGO: NGS   
 FS0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0911+STABILITY: SURFACE MOTION
 FS0911
 FS0911  HISTORY     - Date     Condition        Report By
 FS0911  HISTORY     - 1982     MONUMENTED       NGS
 FS0911
 FS0911                          STATION DESCRIPTION
 FS0911
 FS0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0911'4.7 KM (2.9 MI) NE FROM KINGMAN.
 FS0911'4.7 KM (2.9 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0911'RAILROAD FROM THE STATION AT KINGMAN, 0.3 KM (0.2 MI) NORTHEAST OF A
 FS0911'CONCRETE RAILROAD RAMP, 0.24 KM (0.15 MI) SOUTH OF THE INTERSECTION OF
 FS0911'ANDY DIVINE AND HOOVER STREETS, 45.7 METERS (150 FEET) NORTH OF A
 FS0911'POWER LINE POLE WITH A TRANSFORMER, 64 METERS (210.0 FEET) NORTHWEST
 FS0911'OF THE NORTHWEST RAIL, 83.9 METERS (275.0 FEET) SOUTHEAST OF THE
 FS0911'SOUTHEAST CURB OF ANDY DIVINE, IN TOP OF A 6 BY 6 FT ABANDON SIGN
 FS0911'FOUNDATION PROJECTING 3 FEET ABOVE THE GROUND.
 FS0911'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FS0911'THE MARK IS 1.8 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0717 ***********************************************************************
 FR0717  DESIGNATION -  P 487
 FR0717  PID         -  FR0717
 FR0717  STATE/COUNTY-  AZ/MOHAVE
 FR0717  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0717
 FR0717                         *CURRENT SURVEY CONTROL
 FR0717  ___________________________________________________________________
 FR0717* NAD 83(1986)-  35 30 59.     (N)    113 29 56.     (W)     SCALED    
 FR0717* NAVD 88     -      1431.354  (meters)    4696.03   (feet)  ADJUSTED  
 FR0717  ___________________________________________________________________
 FR0717  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FR0717  DYNAMIC HT  -        1429.570 (meters)    4690.18  (feet)  COMP
 FR0717  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 FR0717
 FR0717  VERT ORDER  -  FIRST     CLASS II
 FR0717
 FR0717.The horizontal coordinates were scaled from a topographic map and have
 FR0717.an estimated accuracy of +/- 6 seconds.
 FR0717
 FR0717.The orthometric height was determined by differential leveling
 FR0717.and adjusted in June 1991.
 FR0717
 FR0717.The geoid height was determined by GEOID03.
 FR0717
 FR0717.The dynamic height is computed by dividing the NAVD 88
 FR0717.geopotential number by the normal gravity value computed on the
 FR0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0717.degrees latitude (g = 980.6199 gals.).
 FR0717
 FR0717.The modeled gravity was interpolated from observed gravity values.
 FR0717
 FR0717;                    North         East    Units  Estimated Accuracy
 FR0717;SPC AZ W     -   500,910.      236,140.      MT  (+/- 180 meters Scaled)
 FR0717
 FR0717                          SUPERSEDED SURVEY CONTROL
 FR0717
 FR0717.No superseded survey control is available for this station.
 FR0717
 FR0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE733331(NAD 83)
 FR0717_MARKER: I = METAL ROD
 FR0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0717_SP_SET: STAINLESS STEEL ROD
 FR0717_STAMPING: P 487 1982
 FR0717_MARK LOGO: NGS   
 FR0717_PROJECTION: FLUSH
 FR0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0717_ROD/PIPE-DEPTH: 3.3  meters
 FR0717
 FR0717  HISTORY     - Date     Condition        Report By
 FR0717  HISTORY     - 1982     MONUMENTED       NGS
 FR0717
 FR0717                          STATION DESCRIPTION
 FR0717
 FR0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0717'4.9 KM (4.3 MI) SW FROM PEACH SPRINGS.
 FR0717'4.9 KM (4.3 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0717'AT PEACH SPRINGS, AT THE SOUTHWEST END OF A HIGHWAY CUT, 32.0 METERS
 FR0717'(105 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 74.6 METERS
 FR0717'(245 FEET) NORTH OF HIGHWAY MILEPOST 99, 0.3 METER (1.0 FOOT)
 FR0717'SOUTHEAST OF A FENCE, DRIVEN TO REFUSSAL.
 FR0717'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0743 ***********************************************************************
 FR0743  DESIGNATION -  P 488
 FR0743  PID         -  FR0743
 FR0743  STATE/COUNTY-  AZ/COCONINO
 FR0743  USGS QUAD   -  YAMPAI (1981)
 FR0743
 FR0743                         *CURRENT SURVEY CONTROL
 FR0743  ___________________________________________________________________
 FR0743* NAD 83(1986)-  35 28 19.     (N)    113 07 39.     (W)     SCALED    
 FR0743* NAVD 88     -      1588.583  (meters)    5211.88   (feet)  ADJUSTED  
 FR0743  ___________________________________________________________________
 FR0743  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FR0743  DYNAMIC HT  -        1586.547 (meters)    5205.20  (feet)  COMP
 FR0743  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 FR0743
 FR0743  VERT ORDER  -  FIRST     CLASS II
 FR0743
 FR0743.The horizontal coordinates were scaled from a topographic map and have
 FR0743.an estimated accuracy of +/- 6 seconds.
 FR0743
 FR0743.The orthometric height was determined by differential leveling
 FR0743.and adjusted in June 1991.
 FR0743
 FR0743.The geoid height was determined by GEOID03.
 FR0743
 FR0743.The dynamic height is computed by dividing the NAVD 88
 FR0743.geopotential number by the normal gravity value computed on the
 FR0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0743.degrees latitude (g = 980.6199 gals.).
 FR0743
 FR0743.The modeled gravity was interpolated from observed gravity values.
 FR0743
 FR0743;                    North         East    Units  Estimated Accuracy
 FR0743;SPC AZ C     -   496,600.      103,470.      MT  (+/- 180 meters Scaled)
 FR0743
 FR0743                          SUPERSEDED SURVEY CONTROL
 FR0743
 FR0743.No superseded survey control is available for this station.
 FR0743
 FR0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE069274(NAD 83)
 FR0743_MARKER: DB = BENCH MARK DISK
 FR0743_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0743_SP_SET: HEADWALL
 FR0743_STAMPING: P 488 1982
 FR0743_MARK LOGO: NGS   
 FR0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0743+STABILITY: SURFACE MOTION
 FR0743
 FR0743  HISTORY     - Date     Condition        Report By
 FR0743  HISTORY     - 1982     MONUMENTED       NGS
 FR0743
 FR0743                          STATION DESCRIPTION
 FR0743
 FR0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0743'30.1 KM (18.7 MI) NW FROM SELIGMAN.
 FR0743'13.2 KM (8.2 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0743'RAILROAD FROM THE STATION IN SELIGMAN, THENCE 16.9 KM (10.5 MI)
 FR0743'NORTHWEST ALONG US HIGHWAY 66, 0.2 KM (0.15 MI) WEST OF THE T JUNCTION
 FR0743'OF PICA ROAD LEADING SOUTHWEST TO A RAILROAD SIDING, IN TOP OF THE
 FR0743'WEST END OF THE NORTH HEADWALL OF A 8 BY 10 FOOT BOX CULVERT, 9.1
 FR0743'METERS (30 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6
 FR0743'FT) NORTH OF A GUARD RAIL, 0.15 METER (0.6 FT) EAST OF THE WEST END OF
 FR0743'THE HEADWALL.
 FR0743'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0777 ***********************************************************************
 FR0777  DESIGNATION -  P 489
 FR0777  PID         -  FR0777
 FR0777  STATE/COUNTY-  AZ/COCONINO
 FR0777  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0777
 FR0777                         *CURRENT SURVEY CONTROL
 FR0777  ___________________________________________________________________
 FR0777* NAD 83(1986)-  35 13 30.     (N)    112 14 23.     (W)     SCALED    
 FR0777* NAVD 88     -      2125.585  (meters)    6973.69   (feet)  ADJUSTED  
 FR0777  ___________________________________________________________________
 FR0777  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FR0777  DYNAMIC HT  -        2122.574 (meters)    6963.81  (feet)  COMP
 FR0777  MODELED GRAV-     979,140.9   (mgal)                       NAVD 88
 FR0777
 FR0777  VERT ORDER  -  FIRST     CLASS II
 FR0777
 FR0777.The horizontal coordinates were scaled from a topographic map and have
 FR0777.an estimated accuracy of +/- 6 seconds.
 FR0777
 FR0777.The orthometric height was determined by differential leveling
 FR0777.and adjusted in June 1991.
 FR0777
 FR0777.The geoid height was determined by GEOID03.
 FR0777
 FR0777.The dynamic height is computed by dividing the NAVD 88
 FR0777.geopotential number by the normal gravity value computed on the
 FR0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0777.degrees latitude (g = 980.6199 gals.).
 FR0777
 FR0777.The modeled gravity was interpolated from observed gravity values.
 FR0777
 FR0777;                    North         East    Units  Estimated Accuracy
 FR0777;SPC AZ C     -   468,580.      183,950.      MT  (+/- 180 meters Scaled)
 FR0777
 FR0777                          SUPERSEDED SURVEY CONTROL
 FR0777
 FR0777.No superseded survey control is available for this station.
 FR0777
 FR0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD871986(NAD 83)
 FR0777_MARKER: DB = BENCH MARK DISK
 FR0777_SETTING: 66 = SET IN ROCK OUTCROP
 FR0777_SP_SET: ROCK OUTCROP
 FR0777_STAMPING: P 489 1982
 FR0777_MARK LOGO: NGS   
 FR0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0777+STABILITY: POSITION/ELEVATION WELL
 FR0777
 FR0777  HISTORY     - Date     Condition        Report By
 FR0777  HISTORY     - 1982     MONUMENTED       NGS
 FR0777
 FR0777                          STATION DESCRIPTION
 FR0777
 FR0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0777'5.7 KM (3.6 MI) WEST FROM WILLIAMS.
 FR0777'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0777'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 3.5 KM (2.2 MI) WEST
 FR0777'ALONG INTERSTATE HIGHWAY 40, AT A VOLCANIC ROCK HIGHWAY CUT, IN TOP OF
 FR0777'OUTCROP PROJECTING 6-INCHES ABOVE THE GROUND AT A POINT WHERE THE CUT
 FR0777'TURNS FROM RED TO GREY, 67 METERS (220 FT) NORTHEAST OF THE NORTHEAST
 FR0777'END OF A STEEL GUARDRAIL, 13.7 METERS (45 FT) SOUTHEAST OF THE
 FR0777'CENTERLINE OF THE WEST BOUND TRAFFIC LANES.
 FR0777'THE MARK IS 2 METERS  NE FROM A WITNESS POST.
 FR0777'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0054 ***********************************************************************
 GP0054  DESIGNATION -  P 49
 GP0054  PID         -  GP0054
 GP0054  STATE/COUNTY-  AZ/COCONINO
 GP0054  USGS QUAD   -  COW SPRINGS (1970)
 GP0054
 GP0054                         *CURRENT SURVEY CONTROL
 GP0054  ___________________________________________________________________
 GP0054* NAD 83(1986)-  36 25 45.     (N)    110 47 25.     (W)     SCALED    
 GP0054* NAVD 88     -      1806.901  (meters)    5928.14   (feet)  ADJUSTED  
 GP0054  ___________________________________________________________________
 GP0054  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 GP0054  DYNAMIC HT  -        1804.626 (meters)    5920.68  (feet)  COMP
 GP0054  MODELED GRAV-     979,308.5   (mgal)                       NAVD 88
 GP0054
 GP0054  VERT ORDER  -  FIRST     CLASS II
 GP0054
 GP0054.The horizontal coordinates were scaled from a topographic map and have
 GP0054.an estimated accuracy of +/- 6 seconds.
 GP0054
 GP0054.The orthometric height was determined by differential leveling
 GP0054.and adjusted in June 1991.
 GP0054
 GP0054.The geoid height was determined by GEOID03.
 GP0054
 GP0054.The dynamic height is computed by dividing the NAVD 88
 GP0054.geopotential number by the normal gravity value computed on the
 GP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0054.degrees latitude (g = 980.6199 gals.).
 GP0054
 GP0054.The modeled gravity was interpolated from observed gravity values.
 GP0054
 GP0054;                    North         East    Units  Estimated Accuracy
 GP0054;SPC AZ C     -   602,720.      314,360.      MT  (+/- 180 meters Scaled)
 GP0054
 GP0054                          SUPERSEDED SURVEY CONTROL
 GP0054
 GP0054  NGVD 29 (??/??/92) 1805.906  (m)         5924.88   (f) ADJ UNCH    1 2
 GP0054
 GP0054.Superseded values are not recommended for survey control.
 GP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0054.See file dsdata.txt to determine how the superseded data were derived.
 GP0054
 GP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF187315(NAD 83)
 GP0054_MARKER: DB = BENCH MARK DISK
 GP0054_SETTING: 0 = UNSPECIFIED SETTING
 GP0054_STAMPING: P 49 1934
 GP0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0054
 GP0054  HISTORY     - Date     Condition        Report By
 GP0054  HISTORY     - 1934     MONUMENTED       CGS
 GP0054  HISTORY     - 1970     GOOD             USGS
 GP0054  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0054
 GP0054                          STATION DESCRIPTION
 GP0054
 GP0054'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0054'11.8 MI NE FROM TONALEA.
 GP0054'11.8 MILES NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO
 GP0054'COUNTY, 2.0 MILES NORTHEAST ALONG U.S. HWY. 164 FROM COW SPRINGS
 GP0054'TRADING POST, THENCE NORTHWEST ON A DIRT ROAD 0.2 MILE TO AN
 GP0054'UNDERGROUND PIPELINE, CONTINUE 0.1 MILE TO DIM FORK IN THE VICINITY OF
 GP0054'A WOODEN HOGAN, THENCE NORTHEAST ON OLD UNUSED TUBA-CITY-KAYENTA DIRT
 GP0054'ROAD 0.2 MILE TO MARK WHICH IS ON A SLIGHT RIST OF GROUND AND 40 FEET
 GP0054'NORTHWEST OF CENTERLINE.
 GP0054
 GP0054                          STATION RECOVERY (1983)
 GP0054
 GP0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0386 ***********************************************************************
 FQ0386  DESIGNATION -  P 490
 FQ0386  PID         -  FQ0386
 FQ0386  STATE/COUNTY-  AZ/COCONINO
 FQ0386  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0386
 FQ0386                         *CURRENT SURVEY CONTROL
 FQ0386  ___________________________________________________________________
 FQ0386* NAD 83(1986)-  35 11 50.     (N)    111 44 34.     (W)     SCALED    
 FQ0386* NAVD 88     -      2227.992  (meters)    7309.67   (feet)  ADJUSTED  
 FQ0386  ___________________________________________________________________
 FQ0386  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0386  DYNAMIC HT  -        2224.812 (meters)    7299.24  (feet)  COMP
 FQ0386  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 FQ0386
 FQ0386  VERT ORDER  -  FIRST     CLASS II
 FQ0386
 FQ0386.The horizontal coordinates were scaled from a topographic map and have
 FQ0386.an estimated accuracy of +/- 6 seconds.
 FQ0386
 FQ0386.The orthometric height was determined by differential leveling
 FQ0386.and adjusted in June 1991.
 FQ0386
 FQ0386.The geoid height was determined by GEOID03.
 FQ0386
 FQ0386.The dynamic height is computed by dividing the NAVD 88
 FQ0386.geopotential number by the normal gravity value computed on the
 FQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0386.degrees latitude (g = 980.6199 gals.).
 FQ0386
 FQ0386.The modeled gravity was interpolated from observed gravity values.
 FQ0386
 FQ0386;                    North         East    Units  Estimated Accuracy
 FQ0386;SPC AZ C     -   465,470.      229,190.      MT  (+/- 180 meters Scaled)
 FQ0386
 FQ0386                          SUPERSEDED SURVEY CONTROL
 FQ0386
 FQ0386.No superseded survey control is available for this station.
 FQ0386
 FQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD323951(NAD 83)
 FQ0386_MARKER: DB = BENCH MARK DISK
 FQ0386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0386_SP_SET: OVERPASS
 FQ0386_STAMPING: P 490 1982
 FQ0386_MARK LOGO: NGS   
 FQ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0386+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FQ0386
 FQ0386  HISTORY     - Date     Condition        Report By
 FQ0386  HISTORY     - 1982     MONUMENTED       NGS
 FQ0386  HISTORY     - 20060429 GOOD             NGS
 FQ0386
 FQ0386                          STATION DESCRIPTION
 FQ0386
 FQ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0386'8.0 KM (5.0 MI) WEST FROM FLAGSTAFF.
 FQ0386'8.0 KM (5.0 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0386'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, IN TOP OF THE SOUTHWEST END OF THE
 FQ0386'NORTHWEST CONCRETE GUARDRAIL FOR THE A-1 MOUNTAIN ROAD OVERPASS, 27.4
 FQ0386'METERS (90 FT) SOUTHWEST OF THE EAST BOUND TRAFFIC LANES, 4.8 METERS
 FQ0386'(16 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.8 METERS (6 FT)
 FQ0386'NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL.
 FQ0386'THE MARK IS 1 M ABOVE THE CENTERLINE.
 FQ0386
 FQ0386                          STATION RECOVERY (2006)
 FQ0386
 FQ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FQ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0650 ***********************************************************************
 ES0650  DESIGNATION -  P 491
 ES0650  PID         -  ES0650
 ES0650  STATE/COUNTY-  AZ/COCONINO
 ES0650  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0650
 ES0650                         *CURRENT SURVEY CONTROL
 ES0650  ___________________________________________________________________
 ES0650* NAD 83(1986)-  34 52 30.     (N)    111 45 20.     (W)     SCALED    
 ES0650* NAVD 88     -      1308.745  (meters)    4293.77   (feet)  ADJUSTED  
 ES0650  ___________________________________________________________________
 ES0650  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0650  DYNAMIC HT  -        1307.058 (meters)    4288.24  (feet)  COMP
 ES0650  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 ES0650
 ES0650  VERT ORDER  -  FIRST     CLASS II
 ES0650
 ES0650.The horizontal coordinates were scaled from a topographic map and have
 ES0650.an estimated accuracy of +/- 6 seconds.
 ES0650
 ES0650.The orthometric height was determined by differential leveling
 ES0650.and adjusted in June 1991.
 ES0650
 ES0650.The geoid height was determined by GEOID03.
 ES0650
 ES0650.The dynamic height is computed by dividing the NAVD 88
 ES0650.geopotential number by the normal gravity value computed on the
 ES0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0650.degrees latitude (g = 980.6199 gals.).
 ES0650
 ES0650.The modeled gravity was interpolated from observed gravity values.
 ES0650
 ES0650;                    North         East    Units  Estimated Accuracy
 ES0650;SPC AZ C     -   429,720.      228,090.      MT  (+/- 180 meters Scaled)
 ES0650
 ES0650                          SUPERSEDED SURVEY CONTROL
 ES0650
 ES0650.No superseded survey control is available for this station.
 ES0650
 ES0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD309594(NAD 83)
 ES0650_MARKER: DB = BENCH MARK DISK
 ES0650_SETTING: 66 = SET IN ROCK OUTCROP
 ES0650_SP_SET: ROCK OUTCROP
 ES0650_STAMPING: P 491 1982
 ES0650_MARK LOGO: NGS   
 ES0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0650+STABILITY: POSITION/ELEVATION WELL
 ES0650
 ES0650  HISTORY     - Date     Condition        Report By
 ES0650  HISTORY     - 1982     MONUMENTED       NGS
 ES0650  HISTORY     - 19950713 GOOD             USPSQD
 ES0650
 ES0650                          STATION DESCRIPTION
 ES0650
 ES0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0650'1.4 KM (0.9 MI) NORTH FROM SEDONA.
 ES0650'1.4 KM (0.9 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0650'OFFICE IN SEDONA, IN TOP OF A LOWER LEDGE OF MASSIVE OUTCROP AT THE
 ES0650'SOUTH END OF A HIGH VERTICAL CUT, ACROSS THE HIGHWAY FROM THE SOUTH
 ES0650'END OF A TURN OUT AT MILEPOST 375, 7.3 METERS (24 FT) WEST OF THE
 ES0650'HIGHWAY CENTERLINE, 10.9 METERS (36 FT) NORTHEAST OF POWER POLE VR561
 ES0650'WITH THREE TRANSFORMERS, 5.4 METERS (18 FT) NORTH OF THE CENTER OF A
 ES0650'DIRT ROAD LEADING WEST.
 ES0650'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 ES0650'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0650
 ES0650                          STATION RECOVERY (1995)
 ES0650
 ES0650'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0464 ***********************************************************************
 FQ0464  DESIGNATION -  P 492
 FQ0464  PID         -  FQ0464
 FQ0464  STATE/COUNTY-  AZ/COCONINO
 FQ0464  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0464
 FQ0464                         *CURRENT SURVEY CONTROL
 FQ0464  ___________________________________________________________________
 FQ0464* NAD 83(1986)-  35 19 02.     (N)    111 32 33.     (W)     SCALED    
 FQ0464* NAVD 88     -      2045.681  (meters)    6711.54   (feet)  ADJUSTED  
 FQ0464  ___________________________________________________________________
 FQ0464  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0464  DYNAMIC HT  -        2042.806 (meters)    6702.11  (feet)  COMP
 FQ0464  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 FQ0464
 FQ0464  VERT ORDER  -  FIRST     CLASS II
 FQ0464
 FQ0464.The horizontal coordinates were scaled from a topographic map and have
 FQ0464.an estimated accuracy of +/- 6 seconds.
 FQ0464
 FQ0464.The orthometric height was determined by differential leveling
 FQ0464.and adjusted in June 1991.
 FQ0464
 FQ0464.The geoid height was determined by GEOID03.
 FQ0464
 FQ0464.The dynamic height is computed by dividing the NAVD 88
 FQ0464.geopotential number by the normal gravity value computed on the
 FQ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0464.degrees latitude (g = 980.6199 gals.).
 FQ0464
 FQ0464.The modeled gravity was interpolated from observed gravity values.
 FQ0464
 FQ0464;                    North         East    Units  Estimated Accuracy
 FQ0464;SPC AZ C     -   478,830.      247,380.      MT  (+/- 180 meters Scaled)
 FQ0464
 FQ0464                          SUPERSEDED SURVEY CONTROL
 FQ0464
 FQ0464.No superseded survey control is available for this station.
 FQ0464
 FQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE506083(NAD 83)
 FQ0464_MARKER: I = METAL ROD
 FQ0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0464_SP_SET: STAINLESS STEEL ROD
 FQ0464_STAMPING: P 492 1982
 FQ0464_MARK LOGO: NGS   
 FQ0464_PROJECTION: FLUSH
 FQ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0464_ROD/PIPE-DEPTH: 14.6 meters
 FQ0464
 FQ0464  HISTORY     - Date     Condition        Report By
 FQ0464  HISTORY     - 1982     MONUMENTED       NGS
 FQ0464
 FQ0464                          STATION DESCRIPTION
 FQ0464
 FQ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0464'22.5 KM (14.0 MI) NE FROM FLAGSTAFF.
 FQ0464'22.5 KM (14.0 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0464'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 82.2 METERS (270 FT) NORTH
 FQ0464'OF MILEPOST 426, AT THE WEST SIDE OF A LONG ROW OF WINDBRAKE TREES,
 FQ0464'15.5 METERS (51 FT) EAST OF THE HIGHWAY CENTERLINE, 18.2 METERS (60
 FQ0464'FT) SOUTH OF THE SOUTH END OF A WIRE GATE, 0.6 METER (2.0 FT) NORTH OF
 FQ0464'TELEPHONE POLE 9, 0.6 METER (2.0 FT) WEST OF PHONE CABLE STAND BOX
 FQ0464'149, 0.9 METER (3 FT) WEST OF A FENCE.
 FQ0464'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0464'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0669 ***********************************************************************
 ES0669  DESIGNATION -  P 493
 ES0669  PID         -  ES0669
 ES0669  STATE/COUNTY-  AZ/YAVAPAI
 ES0669  USGS QUAD   -  CORNVILLE (1968)
 ES0669
 ES0669                         *CURRENT SURVEY CONTROL
 ES0669  ___________________________________________________________________
 ES0669* NAD 83(1986)-  34 42 48.     (N)    111 59 54.     (W)     SCALED    
 ES0669* NAVD 88     -      1010.986  (meters)    3316.88   (feet)  ADJUSTED  
 ES0669  ___________________________________________________________________
 ES0669  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 ES0669  DYNAMIC HT  -        1009.721 (meters)    3312.73  (feet)  COMP
 ES0669  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 ES0669
 ES0669  VERT ORDER  -  FIRST     CLASS II
 ES0669
 ES0669.The horizontal coordinates were scaled from a topographic map and have
 ES0669.an estimated accuracy of +/- 6 seconds.
 ES0669
 ES0669.The orthometric height was determined by differential leveling
 ES0669.and adjusted in June 1991.
 ES0669
 ES0669.The geoid height was determined by GEOID03.
 ES0669
 ES0669.The dynamic height is computed by dividing the NAVD 88
 ES0669.geopotential number by the normal gravity value computed on the
 ES0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0669.degrees latitude (g = 980.6199 gals.).
 ES0669
 ES0669.The modeled gravity was interpolated from observed gravity values.
 ES0669
 ES0669;                    North         East    Units  Estimated Accuracy
 ES0669;SPC AZ C     -   411,780.      205,880.      MT  (+/- 180 meters Scaled)
 ES0669
 ES0669                          SUPERSEDED SURVEY CONTROL
 ES0669
 ES0669.No superseded survey control is available for this station.
 ES0669
 ES0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD085417(NAD 83)
 ES0669_MARKER: I = METAL ROD
 ES0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0669_SP_SET: STAINLESS STEEL ROD
 ES0669_STAMPING: P 493 1982
 ES0669_MARK LOGO: NGS   
 ES0669_PROJECTION: FLUSH
 ES0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0669+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 ES0669_ROD/PIPE-DEPTH: 4.9  meters
 ES0669
 ES0669  HISTORY     - Date     Condition        Report By
 ES0669  HISTORY     - 1982     MONUMENTED       NGS
 ES0669  HISTORY     - 19950426 GOOD             USPSQD
 ES0669  HISTORY     - 20050508 GOOD             USPSQD
 ES0669  HISTORY     - 20080923 GOOD             EVANS
 ES0669
 ES0669                          STATION DESCRIPTION
 ES0669
 ES0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0669'1.0 KM (0.6 MI) SE FROM COTTONWOOD.
 ES0669'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF
 ES0669'US HIGHWAY 89 ALTERNATE IN COTTONWOOD, IN TOP OF A LOW CUT ON THE
 ES0669'NORTHWEST EDGE OF A WASH, 73.0 METERS (240 FT) EAST-SOUTHEAST OF
 ES0669'MILEPOST 299 AND AT THE COTTONWOOD CITY LIMITS, 27.4 METERS (90 FT)
 ES0669'NORTHEAST OF THE STATE HIGHWAY 279 CENTERLINE, 24.7 METERS (81 FT)
 ES0669'NORTH OF THE NORTHWEST END OF A STEEL GUARD RAIL, 21.0 METERS (69 FT)
 ES0669'SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING NORTHEAST THROUGH A
 ES0669'WIRE GATE, 7.0 METERS (23 FT) NORTHWEST OF A POWER POLE WITH A GUY
 ES0669'WIRE, 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 ES0669'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0669'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0669
 ES0669                          STATION RECOVERY (1995)
 ES0669
 ES0669'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0669'RECOVERED IN GOOD CONDITION.
 ES0669
 ES0669                          STATION RECOVERY (2005)
 ES0669
 ES0669'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0669'RECOVERED AS DESCRIBED.
 ES0669
 ES0669                          STATION RECOVERY (2008)
 ES0669
 ES0669'RECOVERY NOTE BY DAVID EVANS + ASSOC 2008 (MGM)
 ES0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0693 ***********************************************************************
 ES0693  DESIGNATION -  P 494
 ES0693  PID         -  ES0693
 ES0693  STATE/COUNTY-  AZ/YAVAPAI
 ES0693  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0693
 ES0693                         *CURRENT SURVEY CONTROL
 ES0693  ___________________________________________________________________
 ES0693* NAD 83(1986)-  34 28 36.     (N)    111 43 55.     (W)     SCALED    
 ES0693* NAVD 88     -      1148.416  (meters)    3767.76   (feet)  ADJUSTED  
 ES0693  ___________________________________________________________________
 ES0693  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 ES0693  DYNAMIC HT  -        1146.945 (meters)    3762.94  (feet)  COMP
 ES0693  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 ES0693
 ES0693  VERT ORDER  -  FIRST     CLASS II
 ES0693
 ES0693.The horizontal coordinates were scaled from a topographic map and have
 ES0693.an estimated accuracy of +/- 6 seconds.
 ES0693
 ES0693.The orthometric height was determined by differential leveling
 ES0693.and adjusted in June 1991.
 ES0693
 ES0693.The geoid height was determined by GEOID03.
 ES0693
 ES0693.The dynamic height is computed by dividing the NAVD 88
 ES0693.geopotential number by the normal gravity value computed on the
 ES0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0693.degrees latitude (g = 980.6199 gals.).
 ES0693
 ES0693.The modeled gravity was interpolated from observed gravity values.
 ES0693
 ES0693;                    North         East    Units  Estimated Accuracy
 ES0693;SPC AZ C     -   385,540.      230,330.      MT  (+/- 180 meters Scaled)
 ES0693
 ES0693                          SUPERSEDED SURVEY CONTROL
 ES0693
 ES0693.No superseded survey control is available for this station.
 ES0693
 ES0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD327152(NAD 83)
 ES0693_MARKER: DB = BENCH MARK DISK
 ES0693_SETTING: 66 = SET IN ROCK OUTCROP
 ES0693_SP_SET: ROCK OUTCROP
 ES0693_STAMPING: P 494 1982
 ES0693_MARK LOGO: NGS   
 ES0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0693+STABILITY: POSITION/ELEVATION WELL
 ES0693
 ES0693  HISTORY     - Date     Condition        Report By
 ES0693  HISTORY     - 1982     MONUMENTED       NGS
 ES0693  HISTORY     - 20080725 MARK NOT FOUND   GEOCAC
 ES0693
 ES0693                          STATION DESCRIPTION
 ES0693
 ES0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0693'18.0 KM (11.2 MI) SE FROM CAMP VERDE.
 ES0693'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0693'OFFICE IN CAMP VERDE, THENCE 5.3 KM (3.3 MI) SOUTHEAST ALONG FOSSIL
 ES0693'CREEK ROAD, IN TOP OF A LEDGE OF ROCK AT THE BASE OF A VOLCANIC
 ES0693'OUTCROP ON THE INSIDE OF A SHARP CURVE, 3.8 METERS (13 FT) NORTHEAST
 ES0693'OF THE ROAD CENTERLINE.
 ES0693'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0693'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0693
 ES0693                          STATION RECOVERY (2008)
 ES0693
 ES0693'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0693'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION DID NOT FIND THE
 ES0693'WITNESS POST, BUT FOUND A NUMBER OF ROCK LEDGES WITH LOOSE ROCK AND
 ES0693'DIRT DEBRIS. THE WITNESS POST MAY HAVE BEEN BROKEN OFF AND THE MARK
 ES0693'MAY BE COVERED BY LOOSE ROCK AND DIRT DEBRIS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0713 ***********************************************************************
 ES0713  DESIGNATION -  P 495
 ES0713  PID         -  ES0713
 ES0713  STATE/COUNTY-  AZ/GILA
 ES0713  USGS QUAD   -  STRAWBERRY (1967)
 ES0713
 ES0713                         *CURRENT SURVEY CONTROL
 ES0713  ___________________________________________________________________
 ES0713* NAD 83(1986)-  34 24 08.     (N)    111 36 29.     (W)     SCALED    
 ES0713* NAVD 88     -      1383.979  (meters)    4540.60   (feet)  ADJUSTED  
 ES0713  ___________________________________________________________________
 ES0713  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 ES0713  DYNAMIC HT  -        1382.122 (meters)    4534.51  (feet)  COMP
 ES0713  MODELED GRAV-     979,245.0   (mgal)                       NAVD 88
 ES0713  OBS GRAVITY -     979,240.6   (mgal)                       GRAV_OBS
 ES0713
 ES0713  VERT ORDER  -  FIRST     CLASS II
 ES0713
 ES0713.The horizontal coordinates were scaled from a topographic map and have
 ES0713.an estimated accuracy of +/- 6 seconds.
 ES0713
 ES0713.The orthometric height was determined by differential leveling
 ES0713.and adjusted in June 1991.
 ES0713
 ES0713.The geoid height was determined by GEOID03.
 ES0713
 ES0713.The dynamic height is computed by dividing the NAVD 88
 ES0713.geopotential number by the normal gravity value computed on the
 ES0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0713.degrees latitude (g = 980.6199 gals.).
 ES0713
 ES0713.The modeled gravity was interpolated from observed gravity values.
 ES0713.The observed gravity was obtained from relative gravimeter ties
 ES0713.to the IGSN71 gravity network.
 ES0713
 ES0713;                    North         East    Units  Estimated Accuracy
 ES0713;SPC AZ E     -   378,210.       80,840.      MT  (+/- 180 meters Scaled)
 ES0713
 ES0713                          SUPERSEDED SURVEY CONTROL
 ES0713
 ES0713.No superseded survey control is available for this station.
 ES0713
 ES0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD441069(NAD 83)
 ES0713_MARKER: DB = BENCH MARK DISK
 ES0713_SETTING: 66 = SET IN ROCK OUTCROP
 ES0713_SP_SET: ROCK OUTCROP
 ES0713_STAMPING: P 495 1982
 ES0713_MARK LOGO: NGS   
 ES0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0713+STABILITY: POSITION/ELEVATION WELL
 ES0713
 ES0713  HISTORY     - Date     Condition        Report By
 ES0713  HISTORY     - 1982     MONUMENTED       NGS
 ES0713
 ES0713                          STATION DESCRIPTION
 ES0713
 ES0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0713'17.5 KM (10.9 MI) NW FROM PINE.
 ES0713'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0713'IN PINE, THENCE 12.7 KM (7.9 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0713'OF A SMALL FLAT LEDGE OF OUTCROP AT THE BASE OF A ROCKY CUT ON THE
 ES0713'INSIDE OF A CURVE, 0.5 KM (0.3 MI) NORTHEAST OF THE SWITCHBACK, 4.9
 ES0713'METERS (16 FT) EAST OF THE ROAD CENTERLINE.
 ES0713'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0713'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0740 ***********************************************************************
 ES0740  DESIGNATION -  P 496
 ES0740  PID         -  ES0740
 ES0740  STATE/COUNTY-  AZ/GILA
 ES0740  USGS QUAD   -  PAYSON NORTH (1973)
 ES0740
 ES0740                         *CURRENT SURVEY CONTROL
 ES0740  ___________________________________________________________________
 ES0740* NAD 83(1986)-  34 17 40.     (N)    111 21 05.     (W)     SCALED    
 ES0740* NAVD 88     -      1437.234  (meters)    4715.33   (feet)  ADJUSTED  
 ES0740  ___________________________________________________________________
 ES0740  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 ES0740  DYNAMIC HT  -        1435.276 (meters)    4708.90  (feet)  COMP
 ES0740  MODELED GRAV-     979,223.7   (mgal)                       NAVD 88
 ES0740  OBS GRAVITY -     979,220.4   (mgal)                       GRAV_OBS
 ES0740
 ES0740  VERT ORDER  -  FIRST     CLASS II
 ES0740
 ES0740.The horizontal coordinates were scaled from a topographic map and have
 ES0740.an estimated accuracy of +/- 6 seconds.
 ES0740
 ES0740.The orthometric height was determined by differential leveling
 ES0740.and adjusted in June 1991.
 ES0740
 ES0740.The geoid height was determined by GEOID03.
 ES0740
 ES0740.The dynamic height is computed by dividing the NAVD 88
 ES0740.geopotential number by the normal gravity value computed on the
 ES0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0740.degrees latitude (g = 980.6199 gals.).
 ES0740
 ES0740.The modeled gravity was interpolated from observed gravity values.
 ES0740.The observed gravity was obtained from relative gravimeter ties
 ES0740.to the IGSN71 gravity network.
 ES0740
 ES0740;                    North         East    Units  Estimated Accuracy
 ES0740;SPC AZ E     -   365,950.      104,300.      MT  (+/- 180 meters Scaled)
 ES0740
 ES0740                          SUPERSEDED SURVEY CONTROL
 ES0740
 ES0740.No superseded survey control is available for this station.
 ES0740
 ES0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC676948(NAD 83)
 ES0740_MARKER: DB = BENCH MARK DISK
 ES0740_SETTING: 66 = SET IN ROCK OUTCROP
 ES0740_SP_SET: ROCK OUTCROP
 ES0740_STAMPING: P 496 1982
 ES0740_MARK LOGO: NGS   
 ES0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0740+STABILITY: POSITION/ELEVATION WELL
 ES0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0740+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 ES0740
 ES0740  HISTORY     - Date     Condition        Report By
 ES0740  HISTORY     - 1982     MONUMENTED       NGS
 ES0740  HISTORY     - 20080608 GOOD             GEOCAC
 ES0740
 ES0740                          STATION DESCRIPTION
 ES0740
 ES0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0740'8.4 KM (5.2 MI) NORTH FROM PAYSON.
 ES0740'8.4 KM (5.2 MI) NORTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0740'PAYSON, IN TOP OF AN OUTCROP LEDGE, 0.2 KM (0.1 MI) NORTHWEST OF A
 ES0740'ROAD LEADING NORTHEAST, 7.3 METERS (24 FT) SOUTHWEST OF THE HIGHWAY
 ES0740'CENTERLINE, 83.8 METERS (275 FT) SOUTHEAST OF A 48 INCH CORRUGATED
 ES0740'METAL PIPE CULVERT, 45.7 METERS (150 FT) NORTHWEST OF A 12 INCH
 ES0740'CORRUGATED METAL PIPE CULVERT.
 ES0740'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0740'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0740
 ES0740                          STATION RECOVERY (2008)
 ES0740
 ES0740'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0740'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ES0740'17.687' W111 21.107'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1609 ***********************************************************************
 DU1609  DESIGNATION -  P 497
 DU1609  PID         -  DU1609
 DU1609  STATE/COUNTY-  AZ/GILA
 DU1609  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1609
 DU1609                         *CURRENT SURVEY CONTROL
 DU1609  ___________________________________________________________________
 DU1609* NAD 83(1986)-  33 57 34.     (N)    111 19 36.     (W)     SCALED    
 DU1609* NAVD 88     -       768.561  (meters)    2521.52   (feet)  ADJUSTED  
 DU1609  ___________________________________________________________________
 DU1609  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DU1609  DYNAMIC HT  -         767.590 (meters)    2518.33  (feet)  COMP
 DU1609  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 DU1609
 DU1609  VERT ORDER  -  FIRST     CLASS II
 DU1609
 DU1609.The horizontal coordinates were scaled from a topographic map and have
 DU1609.an estimated accuracy of +/- 6 seconds.
 DU1609
 DU1609.The orthometric height was determined by differential leveling
 DU1609.and adjusted in June 1991.
 DU1609
 DU1609.The geoid height was determined by GEOID03.
 DU1609
 DU1609.The dynamic height is computed by dividing the NAVD 88
 DU1609.geopotential number by the normal gravity value computed on the
 DU1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1609.degrees latitude (g = 980.6199 gals.).
 DU1609
 DU1609.The modeled gravity was interpolated from observed gravity values.
 DU1609
 DU1609;                    North         East    Units  Estimated Accuracy
 DU1609;SPC AZ E     -   328,760.      106,150.      MT  (+/- 180 meters Scaled)
 DU1609
 DU1609                          SUPERSEDED SURVEY CONTROL
 DU1609
 DU1609.No superseded survey control is available for this station.
 DU1609
 DU1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC698577(NAD 83)
 DU1609_MARKER: I = METAL ROD
 DU1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1609_SP_SET: STAINLESS STEEL ROD
 DU1609_STAMPING: P 497 1982
 DU1609_MARK LOGO: NGS   
 DU1609_PROJECTION: FLUSH
 DU1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1609_ROD/PIPE-DEPTH: 4.9  meters
 DU1609
 DU1609  HISTORY     - Date     Condition        Report By
 DU1609  HISTORY     - 1982     MONUMENTED       NGS
 DU1609
 DU1609                          STATION DESCRIPTION
 DU1609
 DU1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DU1609'10.8 KM (6.7 MI) NORTH FROM PUNKIN CENTER.
 DU1609'10.8 KM (6.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1609'PUNKIN CENTER, AT THE WEST EDGE OF A CLEARED FIELD, 0.6 KM (0.4 MI)
 DU1609'NORTH OF MILEPOST 269, 0.2 KM (0.1 MI) NORTH OF THE T JUNCTION OF A
 DU1609'TRACK ROAD LEADING EAST ACROSS THE FIELD, 19.2 METERS (63 FT) EAST OF
 DU1609'THE HIGHWAY CENTERLINE, 38.5 METERS (126 FT) SOUTH OF THE T JUNCTION
 DU1609'OF TWO FENCE LINES, 0.3 METER (1 FT) WEST OF A FENCE.
 DU1609'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DU1609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1639 ***********************************************************************
 DU1639  DESIGNATION -  P 498
 DU1639  PID         -  DU1639
 DU1639  STATE/COUNTY-  AZ/GILA
 DU1639  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1639
 DU1639                         *CURRENT SURVEY CONTROL
 DU1639  ___________________________________________________________________
 DU1639* NAD 83(1986)-  33 41 28.     (N)    111 10 35.     (W)     SCALED    
 DU1639* NAVD 88     -       692.310  (meters)    2271.35   (feet)  ADJUSTED  
 DU1639  ___________________________________________________________________
 DU1639  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU1639  DYNAMIC HT  -         691.434 (meters)    2268.48  (feet)  COMP
 DU1639  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 DU1639
 DU1639  VERT ORDER  -  FIRST     CLASS II
 DU1639
 DU1639.The horizontal coordinates were scaled from a topographic map and have
 DU1639.an estimated accuracy of +/- 6 seconds.
 DU1639
 DU1639.The orthometric height was determined by differential leveling
 DU1639.and adjusted in June 1991.
 DU1639
 DU1639.The geoid height was determined by GEOID03.
 DU1639
 DU1639.The dynamic height is computed by dividing the NAVD 88
 DU1639.geopotential number by the normal gravity value computed on the
 DU1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1639.degrees latitude (g = 980.6199 gals.).
 DU1639
 DU1639.The modeled gravity was interpolated from observed gravity values.
 DU1639
 DU1639;                    North         East    Units  Estimated Accuracy
 DU1639;SPC AZ E     -   298,850.      119,750.      MT  (+/- 180 meters Scaled)
 DU1639
 DU1639                          SUPERSEDED SURVEY CONTROL
 DU1639
 DU1639.No superseded survey control is available for this station.
 DU1639
 DU1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC836279(NAD 83)
 DU1639_MARKER: DB = BENCH MARK DISK
 DU1639_SETTING: 66 = SET IN ROCK OUTCROP
 DU1639_SP_SET: ROCK OUTCROP
 DU1639_STAMPING: P 498 1983
 DU1639_MARK LOGO: NGS   
 DU1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1639+STABILITY: POSITION/ELEVATION WELL
 DU1639
 DU1639  HISTORY     - Date     Condition        Report By
 DU1639  HISTORY     - 1983     MONUMENTED       NGS
 DU1639
 DU1639                          STATION DESCRIPTION
 DU1639
 DU1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1639'3.2 KM (2.0 MI) NW FROM ROOSEVELT DAM.
 DU1639'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1639'ROOSEVELT DAM, IN TOP OF A SMALL LEDGE OF OUTCROP PROJECTING 2 FEET
 DU1639'FROM THE BASE OF A LOW ROCKY CUT, 0.25 KM (0.15 MI) SOUTH OF MILEPOST
 DU1639'244, ON THE OUTSIDE OF A CURVE, 4.3 METERS (14 FT) WEST OF THE HIGHWAY
 DU1639'CENTERLINE.
 DU1639'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DU1639'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0359 ***********************************************************************
 GP0359  DESIGNATION -  P 499
 GP0359  PID         -  GP0359
 GP0359  STATE/COUNTY-  AZ/COCONINO
 GP0359  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0359
 GP0359                         *CURRENT SURVEY CONTROL
 GP0359  ___________________________________________________________________
 GP0359* NAD 83(2007)-  36 41 19.84616(N)    111 36 24.34550(W)     ADJUSTED  
 GP0359* NAVD 88     -      1851.733  (meters)    6075.23   (feet)  ADJUSTED  
 GP0359  ___________________________________________________________________
 GP0359  EPOCH DATE  -        2007.00
 GP0359  X           -  -1,886,156.939 (meters)                     COMP
 GP0359  Y           -  -4,762,246.328 (meters)                     COMP
 GP0359  Z           -   3,790,852.417 (meters)                     COMP
 GP0359  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 GP0359  ELLIP HEIGHT-        1828.718 (meters)          (02/10/07) ADJUSTED
 GP0359  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GP0359  DYNAMIC HT  -        1849.479 (meters)    6067.83  (feet)  COMP
 GP0359
 GP0359  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0359  Type    PID    Designation                      North   East  Ellip
 GP0359  -------------------------------------------------------------------
 GP0359  NETWORK GP0359 P 499                             0.39   0.31   0.80
 GP0359  -------------------------------------------------------------------
 GP0359  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 GP0359
 GP0359  VERT ORDER  -  FIRST     CLASS II
 GP0359
 GP0359.The horizontal coordinates were established by GPS observations
 GP0359.and adjusted by the National Geodetic Survey in February 2007.
 GP0359
 GP0359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0359.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0359.The horizontal coordinates are valid at the epoch date displayed above.
 GP0359.The epoch date for horizontal control is a decimal equivalence
 GP0359.of Year/Month/Day.
 GP0359
 GP0359.The orthometric height was determined by differential leveling
 GP0359.and adjusted in June 1991.
 GP0359
 GP0359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0359
 GP0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0359
 GP0359.The ellipsoidal height was determined by GPS observations
 GP0359.and is referenced to NAD 83.
 GP0359
 GP0359.The geoid height was determined by GEOID03.
 GP0359
 GP0359.The dynamic height is computed by dividing the NAVD 88
 GP0359.geopotential number by the normal gravity value computed on the
 GP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0359.degrees latitude (g = 980.6199 gals.).
 GP0359
 GP0359.The modeled gravity was interpolated from observed gravity values.
 GP0359
 GP0359;                    North         East     Units Scale Factor Converg.
 GP0359;SPC AZ C     -   630,988.086   241,054.339   MT  0.99990945   +0 11 06.6
 GP0359;SPC AZ C     - 2,070,170.89    790,860.69   iFT  0.99990945   +0 11 06.6
 GP0359;UTM  12      - 4,060,527.461   445,793.167   MT  0.99963620   -0 21 45.1
 GP0359
 GP0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0359!SPC AZ C     -   0.99971309  x   0.99990945  =   0.99962256
 GP0359!UTM  12      -   0.99971309  x   0.99963620  =   0.99934939
 GP0359
 GP0359                          SUPERSEDED SURVEY CONTROL
 GP0359
 GP0359  NAD 83(1992)-  36 41 19.84609(N)    111 36 24.34522(W) AD(       ) B
 GP0359  ELLIP H (08/22/05) 1828.722  (m)                       GP(       ) 3 1
 GP0359  NAVD 88 (08/22/05) 1851.73   (m)         6075.2    (f) LEVELING    3  
 GP0359
 GP0359.Superseded values are not recommended for survey control.
 GP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0359.See file dsdata.txt to determine how the superseded data were derived.
 GP0359
 GP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4579360527(NAD 83)
 GP0359_MARKER: DB = BENCH MARK DISK
 GP0359_SETTING: 66 = SET IN ROCK OUTCROP
 GP0359_SP_SET: ROCK OUTCROP
 GP0359_STAMPING: P 499 1983
 GP0359_MARK LOGO: NGS   
 GP0359_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0359+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0359
 GP0359  HISTORY     - Date     Condition        Report By
 GP0359  HISTORY     - 1983     MONUMENTED       NGS
 GP0359  HISTORY     - 20050401 GOOD             NGS
 GP0359
 GP0359                          STATION DESCRIPTION
 GP0359
 GP0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0359'9.4 KM (5.9 MI) NE FROM BITTER SPRINGS.
 GP0359'9.45 KM (5.9 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0359'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN TOP OF AND 0.6 METER (2 FT)
 GP0359'SOUTHWEST OF THE NORTHEAST EDGE OF A 6- BY 10-FOOT PORTION OF
 GP0359'SANDSTONE OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND,
 GP0359'0.35 KM (0.2 MI) SOUTHWEST OF MILEPOST 530, AT THE SOUTHWEST END OF A
 GP0359'SHORT LOW BEDROCK CUT, 20.6 METERS (67.5 FT) NORTHWEST OF THE HIGHWAY
 GP0359'CENTERLINE, 9.9 METERS (32.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 GP0359'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GP0359'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 GP0359
 GP0359                          STATION RECOVERY (2005)
 GP0359
 GP0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0359'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0263 ***********************************************************************
 FQ0263  DESIGNATION -  P 5
 FQ0263  PID         -  FQ0263
 FQ0263  STATE/COUNTY-  AZ/COCONINO
 FQ0263  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0263
 FQ0263                         *CURRENT SURVEY CONTROL
 FQ0263  ___________________________________________________________________
 FQ0263* NAD 83(1986)-  35 22 00.     (N)    111 33 40.     (W)     SCALED    
 FQ0263* NAVD 88     -      2140.217  (meters)    7021.70   (feet)  POSTED    
 FQ0263  ___________________________________________________________________
 FQ0263  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0263  DYNAMIC HT  -        2137.200 (meters)    7011.80  (feet)  COMP
 FQ0263  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 FQ0263
 FQ0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0263
 FQ0263.The horizontal coordinates were scaled from a topographic map and have
 FQ0263.an estimated accuracy of +/- 6 seconds.
 FQ0263
 FQ0263.The orthometric height was determined by differential leveling
 FQ0263.and adjusted by the  in 1992.
 FQ0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0263.rate of 0.0 thru 1.0 mm/km.
 FQ0263
 FQ0263.The geoid height was determined by GEOID03.
 FQ0263
 FQ0263.The dynamic height is computed by dividing the NAVD 88
 FQ0263.geopotential number by the normal gravity value computed on the
 FQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0263.degrees latitude (g = 980.6199 gals.).
 FQ0263
 FQ0263.The modeled gravity was interpolated from observed gravity values.
 FQ0263
 FQ0263;                    North         East    Units  Estimated Accuracy
 FQ0263;SPC AZ C     -   484,310.      245,670.      MT  (+/- 180 meters Scaled)
 FQ0263
 FQ0263                          SUPERSEDED SURVEY CONTROL
 FQ0263
 FQ0263.No superseded survey control is available for this station.
 FQ0263
 FQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE490138(NAD 83)
 FQ0263_MARKER: DB = BENCH MARK DISK
 FQ0263_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0263_SP_SET: VOLCANIC ROCK
 FQ0263_STAMPING: ELEV 7018.323 FT P 5 1921
 FQ0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0263+STABILITY: POSITION/ELEVATION WELL
 FQ0263
 FQ0263  HISTORY     - Date     Condition        Report By
 FQ0263  HISTORY     - 1921     MONUMENTED       CGS
 FQ0263  HISTORY     - 1934     GOOD             NGS
 FQ0263  HISTORY     - 20050703 MARK NOT FOUND   GEOCAC
 FQ0263
 FQ0263                          STATION DESCRIPTION
 FQ0263
 FQ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0263'9.4 MI N FROM TOWNSEND.
 FQ0263'9.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0263'HIGHWAY 66 AT TOWNSEND, COCONINA COUNTY, AT THE FOOT OF A STEEP GRADE
 FQ0263'OPPOSITE A RANCHHOUSE, 85 YARDS NORTH OF THE JUNCTION OF A ROAD
 FQ0263'LEADING TO LENOX CRATER, 16 YARDS WEST OF THE CENTERLINE OF THE ROAD,
 FQ0263'24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A BLACK
 FQ0263'VOLCANIC ROCK, AND 1-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 FQ0263'STAMPED ELEV 7018.323 FT P 5 1921.
 FQ0263
 FQ0263                          STATION RECOVERY (2005)
 FQ0263
 FQ0263'RECOVERY NOTE BY GEOCACHING 2005 (JMH)
 FQ0263'ALL OF THE PLACES MENTIONED IN THE DESCRIPTION TEXT ARE NO LONGER
 FQ0263'VALID DUE TO ROADS BEING MOVED AND THE RANCHHOUSE IS GONE. AN
 FQ0263'OVERTURNED BOULDER WAS LOCATED THAT LOOKED LIKE IT HAD ONCE BEEN THE
 FQ0263'FOUNDATION FOR A BENCHMARK. IT HAD CEMENT ON IT WITH A CIRCULAR
 FQ0263'INDENTATION IN THE CENTER BUT NO SIGN OF ANY BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0264 ***********************************************************************
 FQ0264  DESIGNATION -  P 5 RESET
 FQ0264  PID         -  FQ0264
 FQ0264  STATE/COUNTY-  AZ/COCONINO
 FQ0264  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0264
 FQ0264                         *CURRENT SURVEY CONTROL
 FQ0264  ___________________________________________________________________
 FQ0264* NAD 83(1992)-  35 22 16.53223(N)    111 33 37.19772(W)     ADJUSTED  
 FQ0264* NAVD 88     -      2137.60   (+/-2cm)    7013.1    (feet)  VERTCON   
 FQ0264  ___________________________________________________________________
 FQ0264  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 FQ0264  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0264  HORZ ORDER  -  THIRD
 FQ0264  VERT ORDER  -  THIRD (See Below)
 FQ0264
 FQ0264.The horizontal coordinates were established by classical geodetic methods
 FQ0264.and adjusted by the National Geodetic Survey in August 1993.
 FQ0264
 FQ0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0264.The vertical order pertains to the NGVD 29 superseded value.
 FQ0264
 FQ0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0264
 FQ0264.The geoid height was determined by GEOID03.
 FQ0264
 FQ0264;                    North         East     Units Scale Factor Converg.
 FQ0264;SPC AZ C     -   484,817.326   245,738.299   MT  0.99991292   +0 12 22.6
 FQ0264;SPC AZ C     - 1,590,608.02    806,228.02   iFT  0.99991292   +0 12 22.6
 FQ0264;UTM  12      - 3,914,359.612   449,100.463   MT  0.99963193   -0 19 27.7
 FQ0264
 FQ0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0264!SPC AZ C     -   0.99966820  x   0.99991292  =   0.99958115
 FQ0264!UTM  12      -   0.99966820  x   0.99963193  =   0.99930025
 FQ0264
 FQ0264                          SUPERSEDED SURVEY CONTROL
 FQ0264
 FQ0264  NAD 83(1986)-  35 22 16.52866(N)    111 33 37.19633(W) AD(       ) 3
 FQ0264  NAD 27      -  35 22 16.50068(N)    111 33 34.62493(W) AD(       ) 3
 FQ0264  NGVD 29 (??/??/??) 2136.58   (m)         7009.8    (f) RESET       3  
 FQ0264
 FQ0264.Superseded values are not recommended for survey control.
 FQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0264.See file dsdata.txt to determine how the superseded data were derived.
 FQ0264
 FQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4910014360(NAD 83)
 FQ0264_MARKER: DB = BENCH MARK DISK
 FQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0264_STAMPING: P 5 RESET 1954
 FQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0264+STABILITY: SURFACE MOTION
 FQ0264
 FQ0264  HISTORY     - Date     Condition        Report By
 FQ0264  HISTORY     - 1954     MONUMENTED       CGS
 FQ0264
 FQ0264                          STATION DESCRIPTION
 FQ0264
 FQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FQ0264'14.4 MI N FROM FLAGSTAFF.
 FQ0264'ABOUT 13.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0264'HIGHWAY 66 AT FLAGSTAFF TO SUNSET CRATER ROAD.  THENCE 0.9 MILES EAST
 FQ0264'ON SUNSET CRATER ROAD TO FISH SAWMILL ROAD.  172 FEET EAST AND 136
 FQ0264'FEET SOUTH OF ROAD INTERSECTION.  THE DISK IS SET IN A CONCRETE POST.
 FQ0264'NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0155 ***********************************************************************
 GP0155  DESIGNATION -  P 50
 GP0155  PID         -  GP0155
 GP0155  STATE/COUNTY-  AZ/COCONINO
 GP0155  USGS QUAD   -  MOENAVE SE (1969)
 GP0155
 GP0155                         *CURRENT SURVEY CONTROL
 GP0155  ___________________________________________________________________
 GP0155* NAD 83(1986)-  36 06 23.     (N)    111 16 10.     (W)     SCALED    
 GP0155* NAVD 88     -      1390.223  (meters)    4561.09   (feet)  ADJUSTED  
 GP0155  ___________________________________________________________________
 GP0155  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0155  DYNAMIC HT  -        1388.515 (meters)    4555.49  (feet)  COMP
 GP0155  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 GP0155
 GP0155  VERT ORDER  -  FIRST     CLASS II
 GP0155
 GP0155.The horizontal coordinates were scaled from a topographic map and have
 GP0155.an estimated accuracy of +/- 6 seconds.
 GP0155
 GP0155.The orthometric height was determined by differential leveling
 GP0155.and adjusted in June 1991.
 GP0155
 GP0155.The geoid height was determined by GEOID03.
 GP0155
 GP0155.The dynamic height is computed by dividing the NAVD 88
 GP0155.geopotential number by the normal gravity value computed on the
 GP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0155.degrees latitude (g = 980.6199 gals.).
 GP0155
 GP0155.The modeled gravity was interpolated from observed gravity values.
 GP0155
 GP0155;                    North         East    Units  Estimated Accuracy
 GP0155;SPC AZ C     -   566,510.      271,630.      MT  (+/- 180 meters Scaled)
 GP0155
 GP0155                          SUPERSEDED SURVEY CONTROL
 GP0155
 GP0155  NGVD 29 (??/??/92) 1389.344  (m)         4558.21   (f) ADJ UNCH    1 2
 GP0155
 GP0155.Superseded values are not recommended for survey control.
 GP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0155.See file dsdata.txt to determine how the superseded data were derived.
 GP0155
 GP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE757957(NAD 83)
 GP0155_MARKER: DB = BENCH MARK DISK
 GP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0155_STAMPING: P 50 1934
 GP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0155+STABILITY: SURFACE MOTION
 GP0155
 GP0155  HISTORY     - Date     Condition        Report By
 GP0155  HISTORY     - 1934     MONUMENTED       CGS
 GP0155  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0155
 GP0155                          STATION DESCRIPTION
 GP0155
 GP0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0155'3.0 MI SW FROM TUBA CITY.
 GP0155'3.0 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0155'COUNTY, 85 YARDS WEST OF A NARROW ROCK CUT, 52 FEET NORTH OF THE
 GP0155'CENTERLINE OF THE ROAD, 6-1/2 FEET SOUTH OF A FENCE, AND IN LINE WITH
 GP0155'A ROW OF POLES.  A STANDARD DISK, STAMPED P 50 1934 AND SET IN THE TOP
 GP0155'OF A CONCRETE POST.  NOTE-- TO REACH FROM JCT. OF HWYS. 164 AND 264
 GP0155'EAST EDGE OF TUBA CITY GO SOUTH AND WEST 1.45 MILE ON HWY 264 TO ROAD
 GP0155'TO VANS TRADING CO.  TURN RIGHT 0.1 MILE TO TRADING POST, THENCE LEFT
 GP0155'(WEST) ALONG OLD ROAD FOR 1.2 MILE TO B.M. 52 FT. NORTH OF CENTER OF
 GP0155'ROAD.
 GP0155
 GP0155                          STATION RECOVERY (1983)
 GP0155
 GP0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0406 ***********************************************************************
 FP0406  DESIGNATION -  P 500
 FP0406  PID         -  FP0406
 FP0406  STATE/COUNTY-  AZ/APACHE
 FP0406  USGS QUAD   -  PINTA (1972)
 FP0406
 FP0406                         *CURRENT SURVEY CONTROL
 FP0406  ___________________________________________________________________
 FP0406* NAD 83(1986)-  35 06 03.     (N)    109 38 00.     (W)     SCALED    
 FP0406* NAVD 88     -      1720.525  (meters)    5644.76   (feet)  ADJUSTED  
 FP0406  ___________________________________________________________________
 FP0406  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FP0406  DYNAMIC HT  -        1718.128 (meters)    5636.89  (feet)  COMP
 FP0406  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 FP0406
 FP0406  VERT ORDER  -  FIRST     CLASS II
 FP0406
 FP0406.The horizontal coordinates were scaled from a topographic map and have
 FP0406.an estimated accuracy of +/- 6 seconds.
 FP0406
 FP0406.The orthometric height was determined by differential leveling
 FP0406.and adjusted in June 1991.
 FP0406
 FP0406.The geoid height was determined by GEOID03.
 FP0406
 FP0406.The dynamic height is computed by dividing the NAVD 88
 FP0406.geopotential number by the normal gravity value computed on the
 FP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0406.degrees latitude (g = 980.6199 gals.).
 FP0406
 FP0406.The modeled gravity was interpolated from observed gravity values.
 FP0406
 FP0406;                    North         East    Units  Estimated Accuracy
 FP0406;SPC AZ E     -   454,890.      261,980.      MT  (+/- 180 meters Scaled)
 FP0406
 FP0406                          SUPERSEDED SURVEY CONTROL
 FP0406
 FP0406.No superseded survey control is available for this station.
 FP0406
 FP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD245850(NAD 83)
 FP0406_MARKER: DB = BENCH MARK DISK
 FP0406_SETTING: 66 = SET IN ROCK OUTCROP
 FP0406_SP_SET: ROCK OUTCROP
 FP0406_STAMPING: P 500 1983
 FP0406_MARK LOGO: NGS   
 FP0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0406+STABILITY: POSITION/ELEVATION WELL
 FP0406
 FP0406  HISTORY     - Date     Condition        Report By
 FP0406  HISTORY     - 1983     MONUMENTED       NGS
 FP0406
 FP0406                          STATION DESCRIPTION
 FP0406
 FP0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0406'20.8 KM (12.9 MI) SW FROM CHAMBERS.
 FP0406'20.8 KM (12.9 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0406'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.9
 FP0406'KM (0.55 MI) SOUTHWEST OF MILEPOST 321, IN THE CENTER OF THE
 FP0406'SOUTHWESTERN 1/2 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 65.8
 FP0406'METERS (215.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT, 16.5
 FP0406'METERS (54.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 FP0406'BOUND LANES OF THE HIGHWAY AND 13.7 METERS (44.9 FT) SOUTH-SOUTHEAST
 FP0406'OF A FENCE.
 FP0406'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 FP0406'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0808 ***********************************************************************
 ES0808  DESIGNATION -  P 501
 ES0808  PID         -  ES0808
 ES0808  STATE/COUNTY-  AZ/NAVAJO
 ES0808  USGS QUAD   -  SNOWFLAKE (1970)
 ES0808
 ES0808                         *CURRENT SURVEY CONTROL
 ES0808  ___________________________________________________________________
 ES0808* NAD 83(1986)-  34 30 57.     (N)    110 04 42.     (W)     SCALED    
 ES0808* NAVD 88     -      1700.073  (meters)    5577.66   (feet)  ADJUSTED  
 ES0808  ___________________________________________________________________
 ES0808  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0808  DYNAMIC HT  -        1697.648 (meters)    5569.70  (feet)  COMP
 ES0808  MODELED GRAV-     979,149.2   (mgal)                       NAVD 88
 ES0808
 ES0808  VERT ORDER  -  FIRST     CLASS II
 ES0808
 ES0808.The horizontal coordinates were scaled from a topographic map and have
 ES0808.an estimated accuracy of +/- 6 seconds.
 ES0808
 ES0808.The orthometric height was determined by differential leveling
 ES0808.and adjusted in June 1991.
 ES0808
 ES0808.The geoid height was determined by GEOID03.
 ES0808
 ES0808.The dynamic height is computed by dividing the NAVD 88
 ES0808.geopotential number by the normal gravity value computed on the
 ES0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0808.degrees latitude (g = 980.6199 gals.).
 ES0808
 ES0808.The modeled gravity was interpolated from observed gravity values.
 ES0808
 ES0808;                    North         East    Units  Estimated Accuracy
 ES0808;SPC AZ E     -   389,870.      221,470.      MT  (+/- 180 meters Scaled)
 ES0808
 ES0808                          SUPERSEDED SURVEY CONTROL
 ES0808
 ES0808.No superseded survey control is available for this station.
 ES0808
 ES0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD845197(NAD 83)
 ES0808_MARKER: I = METAL ROD
 ES0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0808_SP_SET: STAINLESS STEEL ROD
 ES0808_STAMPING: P 501 1983
 ES0808_MARK LOGO: NGS   
 ES0808_PROJECTION: FLUSH
 ES0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0808+STABILITY: POSITION/ELEVATION WELL
 ES0808_ROD/PIPE-DEPTH: 16.5 meters
 ES0808
 ES0808  HISTORY     - Date     Condition        Report By
 ES0808  HISTORY     - 1983     MONUMENTED       NGS
 ES0808
 ES0808                          STATION DESCRIPTION
 ES0808
 ES0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0808'31.6 KM (19.6 MI) NORTH FROM SHOW LOW.
 ES0808'31.6 KM (19.6 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0808'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.2 KM (0.1 MI) SOUTH OF NORTH
 ES0808'PARK LANE LEADING EAST, IN THE SOUTHWEST CORNER OF THE SNOWFLAKE CITY
 ES0808'PARK, 16.7 METERS (54.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.4
 ES0808'METERS (4.6 FT) EAST OF THE SOUTHWEST CORNER OF A FENCE, 0.3 METER
 ES0808'(1.0 FT) EAST OF THE SOUTHEAST CORNER OF A CONCRETE SIDEWALK AT THE
 ES0808'SOUTHWEST ENTRANCE TO THE PARK AND 0.1 METER (0.3 FT) NORTH OF A
 ES0808'FENCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0808'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 ES0808'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0835 ***********************************************************************
 ES0835  DESIGNATION -  P 502
 ES0835  PID         -  ES0835
 ES0835  STATE/COUNTY-  AZ/NAVAJO
 ES0835  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0835
 ES0835                         *CURRENT SURVEY CONTROL
 ES0835  ___________________________________________________________________
 ES0835* NAD 83(1986)-  34 10 42.     (N)    110 00 39.     (W)     SCALED    
 ES0835* NAVD 88     -      2025.016  (meters)    6643.74   (feet)  ADJUSTED  
 ES0835  ___________________________________________________________________
 ES0835  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 ES0835  DYNAMIC HT  -        2021.978 (meters)    6633.77  (feet)  COMP
 ES0835  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 ES0835
 ES0835  VERT ORDER  -  FIRST     CLASS II
 ES0835
 ES0835.The horizontal coordinates were scaled from a topographic map and have
 ES0835.an estimated accuracy of +/- 6 seconds.
 ES0835
 ES0835.The orthometric height was determined by differential leveling
 ES0835.and adjusted in June 1991.
 ES0835
 ES0835.The geoid height was determined by GEOID03.
 ES0835
 ES0835.The dynamic height is computed by dividing the NAVD 88
 ES0835.geopotential number by the normal gravity value computed on the
 ES0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0835.degrees latitude (g = 980.6199 gals.).
 ES0835
 ES0835.The modeled gravity was interpolated from observed gravity values.
 ES0835
 ES0835;                    North         East    Units  Estimated Accuracy
 ES0835;SPC AZ E     -   352,440.      227,730.      MT  (+/- 180 meters Scaled)
 ES0835
 ES0835                          SUPERSEDED SURVEY CONTROL
 ES0835
 ES0835.No superseded survey control is available for this station.
 ES0835
 ES0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC911823(NAD 83)
 ES0835_MARKER: DB = BENCH MARK DISK
 ES0835_SETTING: 66 = SET IN ROCK OUTCROP
 ES0835_SP_SET: ROCK OUTCROP
 ES0835_STAMPING: P 502 1983
 ES0835_MARK LOGO: NGS   
 ES0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0835+STABILITY: POSITION/ELEVATION WELL
 ES0835
 ES0835  HISTORY     - Date     Condition        Report By
 ES0835  HISTORY     - 1983     MONUMENTED       NGS
 ES0835
 ES0835                          STATION DESCRIPTION
 ES0835
 ES0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0835'9.1 KM (5.65 MI) SE FROM SHOW LOW.
 ES0835'9.1 KM (5.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS
 ES0835'JUNCTION WITH STATE HIGHWAY 77 IN SHOW LOW, 0.6 KM (0.35 MI) SOUTHEAST
 ES0835'OF MILEPOST 347, IN THE CENTER OF THE SOUTHEASTERN 1/3 OF AN EXPOSED
 ES0835'AREA OF BEDROCK IN A HIGHWAY CUT, 69.5 METERS (228.0 FT) NORTHWEST OF
 ES0835'THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTHWEST TO CAMP TATIYEE,
 ES0835'29.5 METERS (96.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT AND
 ES0835'10.8 METERS (35.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 ES0835'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0835'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0394 ***********************************************************************
 FP0394  DESIGNATION -  P 503
 FP0394  PID         -  FP0394
 FP0394  STATE/COUNTY-  AZ/APACHE
 FP0394  USGS QUAD   -  CHAMBERS (1971)
 FP0394
 FP0394                         *CURRENT SURVEY CONTROL
 FP0394  ___________________________________________________________________
 FP0394* NAD 83(1986)-  35 11 25.     (N)    109 26 09.     (W)     SCALED    
 FP0394* NAVD 88     -      1758.839  (meters)    5770.46   (feet)  ADJUSTED  
 FP0394  ___________________________________________________________________
 FP0394  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 FP0394  DYNAMIC HT  -        1756.394 (meters)    5762.44  (feet)  COMP
 FP0394  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 FP0394
 FP0394  VERT ORDER  -  FIRST     CLASS II
 FP0394
 FP0394.The horizontal coordinates were scaled from a topographic map and have
 FP0394.an estimated accuracy of +/- 6 seconds.
 FP0394
 FP0394.The orthometric height was determined by differential leveling
 FP0394.and adjusted in June 1991.
 FP0394
 FP0394.The geoid height was determined by GEOID03.
 FP0394
 FP0394.The dynamic height is computed by dividing the NAVD 88
 FP0394.geopotential number by the normal gravity value computed on the
 FP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0394.degrees latitude (g = 980.6199 gals.).
 FP0394
 FP0394.The modeled gravity was interpolated from observed gravity values.
 FP0394
 FP0394;                    North         East    Units  Estimated Accuracy
 FP0394;SPC AZ E     -   464,930.      279,920.      MT  (+/- 180 meters Scaled)
 FP0394
 FP0394                          SUPERSEDED SURVEY CONTROL
 FP0394
 FP0394.No superseded survey control is available for this station.
 FP0394
 FP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD424952(NAD 83)
 FP0394_MARKER: DB = BENCH MARK DISK
 FP0394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0394_SP_SET: PIER
 FP0394_STAMPING: P 503 1983
 FP0394_MARK LOGO: NGS   
 FP0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0394+STABILITY: POSITION/ELEVATION WELL
 FP0394
 FP0394  HISTORY     - Date     Condition        Report By
 FP0394  HISTORY     - 1983     MONUMENTED       NGS
 FP0394
 FP0394                          STATION DESCRIPTION
 FP0394
 FP0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0394'IN CHAMBERS.
 FP0394'IN CHAMBERS, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND U. S.
 FP0394'HIGHWAY 191 AND STATE HIGHWAY 63, SET VERTICALLY IN THE SOUTHWEST FACE
 FP0394'OF THE NORTHWEST PIER OF U. S. HIGHWAY 191 OVERPASS OF INTERSTATE
 FP0394'HIGHWAY 40 AND 7.5 METERS (24.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 FP0394'SOUTHWEST BOUND LANES OF THE HIGHWAY.
 FP0394'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0541 ***********************************************************************
 FQ0541  DESIGNATION -  P 504
 FQ0541  PID         -  FQ0541
 FQ0541  STATE/COUNTY-  AZ/COCONINO
 FQ0541  USGS QUAD   -  ANGELL (1983)
 FQ0541
 FQ0541                         *CURRENT SURVEY CONTROL
 FQ0541  ___________________________________________________________________
 FQ0541* NAD 83(1986)-  35 10 05.     (N)    111 19 30.     (W)     SCALED    
 FQ0541* NAVD 88     -      1834.218  (meters)    6017.76   (feet)  ADJUSTED  
 FQ0541  ___________________________________________________________________
 FQ0541  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FQ0541  DYNAMIC HT  -        1831.709 (meters)    6009.53  (feet)  COMP
 FQ0541  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 FQ0541
 FQ0541  VERT ORDER  -  FIRST     CLASS II
 FQ0541
 FQ0541.The horizontal coordinates were scaled from a topographic map and have
 FQ0541.an estimated accuracy of +/- 6 seconds.
 FQ0541
 FQ0541.The orthometric height was determined by differential leveling
 FQ0541.and adjusted in June 1991.
 FQ0541
 FQ0541.The geoid height was determined by GEOID03.
 FQ0541
 FQ0541.The dynamic height is computed by dividing the NAVD 88
 FQ0541.geopotential number by the normal gravity value computed on the
 FQ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0541.degrees latitude (g = 980.6199 gals.).
 FQ0541
 FQ0541.The modeled gravity was interpolated from observed gravity values.
 FQ0541
 FQ0541;                    North         East    Units  Estimated Accuracy
 FQ0541;SPC AZ C     -   462,380.      267,260.      MT  (+/- 180 meters Scaled)
 FQ0541
 FQ0541                          SUPERSEDED SURVEY CONTROL
 FQ0541
 FQ0541.No superseded survey control is available for this station.
 FQ0541
 FQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD704917(NAD 83)
 FQ0541_MARKER: DB = BENCH MARK DISK
 FQ0541_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0541_SP_SET: ROCK OUTCROP
 FQ0541_STAMPING: P 504 1983
 FQ0541_MARK LOGO: NGS   
 FQ0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0541+STABILITY: POSITION/ELEVATION WELL
 FQ0541
 FQ0541  HISTORY     - Date     Condition        Report By
 FQ0541  HISTORY     - 1983     MONUMENTED       NGS
 FQ0541
 FQ0541                          STATION DESCRIPTION
 FQ0541
 FQ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0541'32.1 KM (19.95 MI) EAST FROM FLAGSTAFF.
 FQ0541'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0541'RAILROAD STATION IN FLAGSTAFF, THENCE 18.5 KM (11.5 MI) EASTERLY ALONG
 FQ0541'INTERSTATE HIGHWAY 40, IN THE CENTER OF A 4 BY 20 FT ROCK LEDGE ON THE
 FQ0541'EAST SIDE OF A DRY WASH, 0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST 216,
 FQ0541'48.2 METERS (158.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 FQ0541'LANES OF THE HIGHWAY, 36.3 METERS (119.1 FT) SOUTH OF THE SOUTHEAST
 FQ0541'END OF A BOX CULVERT AND 18.9 METERS (62.0 FT) SOUTHWEST OF A FENCE.
 FQ0541'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FQ0541'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0471 ***********************************************************************
 GP0471  DESIGNATION -  P 505
 GP0471  PID         -  GP0471
 GP0471  STATE/COUNTY-  AZ/COCONINO
 GP0471  USGS QUAD   -  MOENAVE SE (1969)
 GP0471
 GP0471                         *CURRENT SURVEY CONTROL
 GP0471  ___________________________________________________________________
 GP0471* NAD 83(1986)-  36 06 03.     (N)    111 18 24.     (W)     SCALED    
 GP0471* NAVD 88     -      1392.144  (meters)    4567.39   (feet)  ADJUSTED  
 GP0471  ___________________________________________________________________
 GP0471  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 GP0471  DYNAMIC HT  -        1390.434 (meters)    4561.78  (feet)  COMP
 GP0471  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 GP0471
 GP0471  VERT ORDER  -  FIRST     CLASS II
 GP0471
 GP0471.The horizontal coordinates were scaled from a topographic map and have
 GP0471.an estimated accuracy of +/- 6 seconds.
 GP0471
 GP0471.The orthometric height was determined by differential leveling
 GP0471.and adjusted in June 1991.
 GP0471
 GP0471.The geoid height was determined by GEOID03.
 GP0471
 GP0471.The dynamic height is computed by dividing the NAVD 88
 GP0471.geopotential number by the normal gravity value computed on the
 GP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0471.degrees latitude (g = 980.6199 gals.).
 GP0471
 GP0471.The modeled gravity was interpolated from observed gravity values.
 GP0471
 GP0471;                    North         East    Units  Estimated Accuracy
 GP0471;SPC AZ C     -   565,870.      268,290.      MT  (+/- 180 meters Scaled)
 GP0471
 GP0471                          SUPERSEDED SURVEY CONTROL
 GP0471
 GP0471.No superseded survey control is available for this station.
 GP0471
 GP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE723951(NAD 83)
 GP0471_MARKER: DB = BENCH MARK DISK
 GP0471_SETTING: 66 = SET IN ROCK OUTCROP
 GP0471_SP_SET: ROCK OUTCROP
 GP0471_STAMPING: P 505 1983
 GP0471_MARK LOGO: NGS   
 GP0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0471+STABILITY: POSITION/ELEVATION WELL
 GP0471
 GP0471  HISTORY     - Date     Condition        Report By
 GP0471  HISTORY     - 1983     MONUMENTED       NGS
 GP0471
 GP0471                          STATION DESCRIPTION
 GP0471
 GP0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0471'7.7 KM (4.8 MI) SW FROM TUBA CITY.
 GP0471'7.7 KM (4.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0471'WITH STATE HIGHWAY 264 IN TUBA CITY, 0.9 KM (0.55 MI) EAST OF COUNTY
 GP0471'ROAD 23, IN THE CENTER OF A 130- BY 255-FOOT OVAL MOUND OF OUTCROPPING
 GP0471'BEDROCK, 45.1 METERS (148.0 FT) SOUTHWEST OF MILEPOST 317, 37.2 METERS
 GP0471'(122.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, AND 29.0 METERS
 GP0471'(95.1 FT) EAST OF THE WEST END OF THE ROCK OUTCROP.
 GP0471'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0471'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0448 ***********************************************************************
 GP0448  DESIGNATION -  P 506
 GP0448  PID         -  GP0448
 GP0448  STATE/COUNTY-  AZ/COCONINO
 GP0448  USGS QUAD   -  TONALEA (1982)
 GP0448
 GP0448                         *CURRENT SURVEY CONTROL
 GP0448  ___________________________________________________________________
 GP0448* NAD 83(1986)-  36 18 11.     (N)    110 58 24.     (W)     SCALED    
 GP0448* NAVD 88     -      1719.428  (meters)    5641.16   (feet)  ADJUSTED  
 GP0448  ___________________________________________________________________
 GP0448  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 GP0448  DYNAMIC HT  -        1717.279 (meters)    5634.11  (feet)  COMP
 GP0448  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 GP0448
 GP0448  VERT ORDER  -  FIRST     CLASS II
 GP0448
 GP0448.The horizontal coordinates were scaled from a topographic map and have
 GP0448.an estimated accuracy of +/- 6 seconds.
 GP0448
 GP0448.The orthometric height was determined by differential leveling
 GP0448.and adjusted in June 1991.
 GP0448
 GP0448.The geoid height was determined by GEOID03.
 GP0448
 GP0448.The dynamic height is computed by dividing the NAVD 88
 GP0448.geopotential number by the normal gravity value computed on the
 GP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0448.degrees latitude (g = 980.6199 gals.).
 GP0448
 GP0448.The modeled gravity was interpolated from observed gravity values.
 GP0448
 GP0448;                    North         East    Units  Estimated Accuracy
 GP0448;SPC AZ C     -   588,550.      298,080.      MT  (+/- 180 meters Scaled)
 GP0448
 GP0448                          SUPERSEDED SURVEY CONTROL
 GP0448
 GP0448.No superseded survey control is available for this station.
 GP0448
 GP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF023175(NAD 83)
 GP0448_MARKER: DB = BENCH MARK DISK
 GP0448_SETTING: 66 = SET IN ROCK OUTCROP
 GP0448_SP_SET: ROCK OUTCROP
 GP0448_STAMPING: P 506 1983
 GP0448_MARK LOGO: NGS   
 GP0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0448+STABILITY: POSITION/ELEVATION WELL
 GP0448
 GP0448  HISTORY     - Date     Condition        Report By
 GP0448  HISTORY     - 1983     MONUMENTED       NGS
 GP0448
 GP0448                          STATION DESCRIPTION
 GP0448
 GP0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0448'32.3 KM (20.05 MI) NE FROM TUBA CITY.
 GP0448'32.3 KM (20.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0448'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 1.0 KM (0.6 MI)
 GP0448'NORTHEAST OF MILEPOST 341, 0.6 KM (0.35 MI) SOUTHWEST OF THE JUNCTION
 GP0448'OF A DIRT ROAD LEADING NORTH, IN THE CENTER OF THE SOUTHWESTERN ONE
 GP0448'QUARTER OF A 152- BY 176-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 GP0448'45.7 METERS (149.9 FT) SOUTHEAST OF A FENCE, 26.5 METERS (86.9 FT)
 GP0448'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.1 FT)
 GP0448'SOUTHEAST OF THE NORTHWEST END OF THE ROCK OUTCROP, AND 10.7 METERS
 GP0448'(35.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP.
 GP0448'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0448'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0385 ***********************************************************************
 GP0385  DESIGNATION -  P 508
 GP0385  PID         -  GP0385
 GP0385  STATE/COUNTY-  AZ/COCONINO
 GP0385  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0385
 GP0385                         *CURRENT SURVEY CONTROL
 GP0385  ___________________________________________________________________
 GP0385* NAD 83(1986)-  36 12 58.     (N)    111 23 46.     (W)     SCALED    
 GP0385* NAVD 88     -      1502.148  (meters)    4928.30   (feet)  ADJUSTED  
 GP0385  ___________________________________________________________________
 GP0385  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 GP0385  DYNAMIC HT  -        1500.294 (meters)    4922.21  (feet)  COMP
 GP0385  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 GP0385
 GP0385  VERT ORDER  -  FIRST     CLASS II
 GP0385
 GP0385.The horizontal coordinates were scaled from a topographic map and have
 GP0385.an estimated accuracy of +/- 6 seconds.
 GP0385
 GP0385.The orthometric height was determined by differential leveling
 GP0385.and adjusted in June 1991.
 GP0385
 GP0385.The geoid height was determined by GEOID03.
 GP0385
 GP0385.The dynamic height is computed by dividing the NAVD 88
 GP0385.geopotential number by the normal gravity value computed on the
 GP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0385.degrees latitude (g = 980.6199 gals.).
 GP0385
 GP0385.The modeled gravity was interpolated from observed gravity values.
 GP0385
 GP0385;                    North         East    Units  Estimated Accuracy
 GP0385;SPC AZ C     -   578,620.      260,160.      MT  (+/- 180 meters Scaled)
 GP0385
 GP0385                          SUPERSEDED SURVEY CONTROL
 GP0385
 GP0385.No superseded survey control is available for this station.
 GP0385
 GP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF643079(NAD 83)
 GP0385_MARKER: I = METAL ROD
 GP0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0385_SP_SET: STAINLESS STEEL ROD
 GP0385_STAMPING: P 508 1983
 GP0385_MARK LOGO: NGS   
 GP0385_PROJECTION: FLUSH
 GP0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0385_ROD/PIPE-DEPTH: 2.9  meters
 GP0385
 GP0385  HISTORY     - Date     Condition        Report By
 GP0385  HISTORY     - 1983     MONUMENTED       NGS
 GP0385
 GP0385                          STATION DESCRIPTION
 GP0385
 GP0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0385'11.1 KM (6.9 MI) SOUTH FROM THE GAP.
 GP0385'11.15 KM (6.95 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0385'THE GAP, 0.8 KM (0.5 MI) NORTH OF THE BRIDGE OVER A DRY WASH,
 GP0385'29.5 METERS (97 FT) WEST-NORTHWEST OF MILEPOST 491, 30.9 METERS
 GP0385'(101.5 FT) WEST OF THE HIGHWAY CENTERLINE, 32.0 METERS (105 FT)
 GP0385'NORTHWEST OF THE WEST END OF A CORRUGATED METAL PIPE CULVERT,
 GP0385'0.45 METER (1.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 GP0385'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 GP0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0016 ***********************************************************************
 GQ0016  DESIGNATION -  P 51
 GQ0016  PID         -  GQ0016
 GQ0016  STATE/COUNTY-  AZ/COCONINO
 GQ0016  USGS QUAD   -  JACOB LAKE (1988)
 GQ0016
 GQ0016                         *CURRENT SURVEY CONTROL
 GQ0016  ___________________________________________________________________
 GQ0016* NAD 83(1986)-  36 44 02.     (N)    112 07 43.     (W)     SCALED    
 GQ0016* NAVD 88     -      2112.166  (meters)    6929.66   (feet)  POSTED    
 GQ0016  ___________________________________________________________________
 GQ0016  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 GQ0016  DYNAMIC HT  -        2109.470 (meters)    6920.82  (feet)  COMP
 GQ0016  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 GQ0016
 GQ0016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0016
 GQ0016.The horizontal coordinates were scaled from a topographic map and have
 GQ0016.an estimated accuracy of +/- 6 seconds.
 GQ0016
 GQ0016.The orthometric height was determined by differential leveling
 GQ0016.and adjusted by the  in 1992.
 GQ0016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0016.rate of 0.0 thru 1.0 mm/km.
 GQ0016
 GQ0016.The geoid height was determined by GEOID03.
 GQ0016
 GQ0016.The dynamic height is computed by dividing the NAVD 88
 GQ0016.geopotential number by the normal gravity value computed on the
 GQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0016.degrees latitude (g = 980.6199 gals.).
 GQ0016
 GQ0016.The modeled gravity was interpolated from observed gravity values.
 GQ0016
 GQ0016;                    North         East    Units  Estimated Accuracy
 GQ0016;SPC AZ C     -   635,960.      194,430.      MT  (+/- 180 meters Scaled)
 GQ0016
 GQ0016                          SUPERSEDED SURVEY CONTROL
 GQ0016
 GQ0016  NGVD 29 (??/??/92) 2111.033  (m)         6925.95   (f) ADJ UNCH    1 2
 GQ0016
 GQ0016.Superseded values are not recommended for survey control.
 GQ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0016.See file dsdata.txt to determine how the superseded data were derived.
 GQ0016
 GQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF992659(NAD 83)
 GQ0016_MARKER: DB = BENCH MARK DISK
 GQ0016_SETTING: 80 = SET IN A BOULDER
 GQ0016_SP_SET: BOULDER
 GQ0016_STAMPING: P 51 1934
 GQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0016+STABILITY: SURFACE MOTION
 GQ0016
 GQ0016  HISTORY     - Date     Condition        Report By
 GQ0016  HISTORY     - 1934     MONUMENTED       CGS
 GQ0016
 GQ0016                          STATION DESCRIPTION
 GQ0016
 GQ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0016'7.7 MI W FROM HOUSE ROCK SPRINGS.
 GQ0016'7.7 MILES WEST ALONG U.S. HIGHWAY 89 FROM HOUSE ROCK SPRINGS, COCONINO
 GQ0016'COUNTY, 5.9 MILES EAST OF THE POST OFFICE AT JACOB LAKE, 600 FEET
 GQ0016'NORTH OF A STONE-BOX CULVERT, 255 FEET SOUTH OF AN 18-INCH
 GQ0016'CORRUGATED-IRON PIPE CULVERT, 72 FEET WEST OF THE CENTERLINE OF THE
 GQ0016'HIGHWAY, 12 FEET EAST OF A SMALL DRY WASH, AND IN THE TOP OF A 10- BY
 GQ0016'10- BY 3-FOOT LIMESTONE BOULDER.  A STANDARD DISK, STAMPED P 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0341 ***********************************************************************
 GP0341  DESIGNATION -  P 510
 GP0341  PID         -  GP0341
 GP0341  STATE/COUNTY-  AZ/COCONINO
 GP0341  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0341
 GP0341                         *CURRENT SURVEY CONTROL
 GP0341  ___________________________________________________________________
 GP0341* NAD 83(1986)-  36 02 09.     (N)    111 23 54.     (W)     SCALED    
 GP0341* NAVD 88     -      1334.676  (meters)    4378.85   (feet)  ADJUSTED  
 GP0341  ___________________________________________________________________
 GP0341  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 GP0341  DYNAMIC HT  -        1333.043 (meters)    4373.49  (feet)  COMP
 GP0341  MODELED GRAV-     979,363.5   (mgal)                       NAVD 88
 GP0341
 GP0341  VERT ORDER  -  FIRST     CLASS II
 GP0341
 GP0341.The horizontal coordinates were scaled from a topographic map and have
 GP0341.an estimated accuracy of +/- 6 seconds.
 GP0341
 GP0341.The orthometric height was determined by differential leveling
 GP0341.and adjusted in June 1991.
 GP0341
 GP0341.The geoid height was determined by GEOID03.
 GP0341
 GP0341.The dynamic height is computed by dividing the NAVD 88
 GP0341.geopotential number by the normal gravity value computed on the
 GP0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0341.degrees latitude (g = 980.6199 gals.).
 GP0341
 GP0341.The modeled gravity was interpolated from observed gravity values.
 GP0341
 GP0341;                    North         East    Units  Estimated Accuracy
 GP0341;SPC AZ C     -   558,610.      260,070.      MT  (+/- 180 meters Scaled)
 GP0341
 GP0341                          SUPERSEDED SURVEY CONTROL
 GP0341
 GP0341.No superseded survey control is available for this station.
 GP0341
 GP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE641879(NAD 83)
 GP0341_MARKER: DB = BENCH MARK DISK
 GP0341_SETTING: 66 = SET IN ROCK OUTCROP
 GP0341_SP_SET: ROCK OUTCROP
 GP0341_STAMPING: P 510 1983
 GP0341_MARK LOGO: NGS   
 GP0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0341+STABILITY: POSITION/ELEVATION WELL
 GP0341
 GP0341  HISTORY     - Date     Condition        Report By
 GP0341  HISTORY     - 1983     MONUMENTED       NGS
 GP0341
 GP0341                          STATION DESCRIPTION
 GP0341
 GP0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0341'18.3 KM (11.4 MI) NORTH FROM CAMERON.
 GP0341'18.3 KM (11.4 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0341'CAMERON, AT MILEPOST 478, IN TOP OF A SANDSTONE OUTCROP LEDGE IN A LOW
 GP0341'CUT BANK, 0.2 KM (0.1 MI) WEST OF THE OLD HIGHWAY, 18.2 METERS (60 FT)
 GP0341'WEST OF THE HIGHWAY CENTERLINE.
 GP0341'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 GP0341'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0489 ***********************************************************************
 FQ0489  DESIGNATION -  P 511
 FQ0489  PID         -  FQ0489
 FQ0489  STATE/COUNTY-  AZ/COCONINO
 FQ0489  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0489
 FQ0489                         *CURRENT SURVEY CONTROL
 FQ0489  ___________________________________________________________________
 FQ0489* NAD 83(1986)-  35 39 02.     (N)    111 30 55.     (W)     SCALED    
 FQ0489* NAVD 88     -      1635.121  (meters)    5364.56   (feet)  ADJUSTED  
 FQ0489  ___________________________________________________________________
 FQ0489  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FQ0489  DYNAMIC HT  -        1632.985 (meters)    5357.55  (feet)  COMP
 FQ0489  MODELED GRAV-     979,269.5   (mgal)                       NAVD 88
 FQ0489
 FQ0489  VERT ORDER  -  FIRST     CLASS II
 FQ0489
 FQ0489.The horizontal coordinates were scaled from a topographic map and have
 FQ0489.an estimated accuracy of +/- 6 seconds.
 FQ0489
 FQ0489.The orthometric height was determined by differential leveling
 FQ0489.and adjusted in June 1991.
 FQ0489
 FQ0489.The geoid height was determined by GEOID03.
 FQ0489
 FQ0489.The dynamic height is computed by dividing the NAVD 88
 FQ0489.geopotential number by the normal gravity value computed on the
 FQ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0489.degrees latitude (g = 980.6199 gals.).
 FQ0489
 FQ0489.The modeled gravity was interpolated from observed gravity values.
 FQ0489
 FQ0489;                    North         East    Units  Estimated Accuracy
 FQ0489;SPC AZ C     -   515,820.      249,710.      MT  (+/- 180 meters Scaled)
 FQ0489
 FQ0489                          SUPERSEDED SURVEY CONTROL
 FQ0489
 FQ0489.No superseded survey control is available for this station.
 FQ0489
 FQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE533453(NAD 83)
 FQ0489_MARKER: DB = BENCH MARK DISK
 FQ0489_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0489_SP_SET: ROCK OUTCROP
 FQ0489_STAMPING: P 511 1983
 FQ0489_MARK LOGO: NGS   
 FQ0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0489+STABILITY: POSITION/ELEVATION WELL
 FQ0489
 FQ0489  HISTORY     - Date     Condition        Report By
 FQ0489  HISTORY     - 1983     MONUMENTED       NGS
 FQ0489
 FQ0489                          STATION DESCRIPTION
 FQ0489
 FQ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0489'26.7 KM (16.6 MI) SOUTH FROM CAMERON.
 FQ0489'26.7 KM (16.6 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0489'CAMERON, IN TOP OF A PORTION OF VOLCANIC OUTCROP IN A LOW CUT BANK,
 FQ0489'0.3 KM (0.15 MI) NORTH OF MILEPOST 450, 8.2 METERS (27 FT) EAST OF THE
 FQ0489'HIGHWAY CENTERLINE, 16.7 METERS (55 FT) WEST OF THE RIGHT OF WAY
 FQ0489'FENCE.
 FQ0489'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0489'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0421 ***********************************************************************
 GP0421  DESIGNATION -  P 512
 GP0421  PID         -  GP0421
 GP0421  STATE/COUNTY-  AZ/NAVAJO
 GP0421  USGS QUAD   -  SHONTO SE (1982)
 GP0421
 GP0421                         *CURRENT SURVEY CONTROL
 GP0421  ___________________________________________________________________
 GP0421* NAD 83(1986)-  36 32 08.     (N)    110 33 29.     (W)     SCALED    
 GP0421* NAVD 88     -      1980.782  (meters)    6498.62   (feet)  ADJUSTED  
 GP0421  ___________________________________________________________________
 GP0421  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 GP0421  DYNAMIC HT  -        1978.242 (meters)    6490.28  (feet)  COMP
 GP0421  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 GP0421
 GP0421  VERT ORDER  -  FIRST     CLASS II
 GP0421
 GP0421.The horizontal coordinates were scaled from a topographic map and have
 GP0421.an estimated accuracy of +/- 6 seconds.
 GP0421
 GP0421.The orthometric height was determined by differential leveling
 GP0421.and adjusted in June 1991.
 GP0421
 GP0421.The geoid height was determined by GEOID03.
 GP0421
 GP0421.The dynamic height is computed by dividing the NAVD 88
 GP0421.geopotential number by the normal gravity value computed on the
 GP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0421.degrees latitude (g = 980.6199 gals.).
 GP0421
 GP0421.The modeled gravity was interpolated from observed gravity values.
 GP0421
 GP0421;                    North         East    Units  Estimated Accuracy
 GP0421;SPC AZ E     -   614,010.      178,320.      MT  (+/- 180 meters Scaled)
 GP0421
 GP0421                          SUPERSEDED SURVEY CONTROL
 GP0421
 GP0421.No superseded survey control is available for this station.
 GP0421
 GP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF395434(NAD 83)
 GP0421_MARKER: I = METAL ROD
 GP0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0421_SP_SET: STAINLESS STEEL ROD
 GP0421_STAMPING: P 512 1983
 GP0421_MARK LOGO: NGS   
 GP0421_PROJECTION: FLUSH
 GP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0421_ROD/PIPE-DEPTH: 12.2 meters
 GP0421
 GP0421  HISTORY     - Date     Condition        Report By
 GP0421  HISTORY     - 1983     MONUMENTED       NGS
 GP0421
 GP0421                          STATION DESCRIPTION
 GP0421
 GP0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0421'36.3 KM (22.55 MI) SW FROM KAYENTA.
 GP0421'36.3 KM (22.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0421'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 5.6 KM (3.5 MI) SOUTHWEST
 GP0421'OF STATE HIGHWAY 564, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST 371,
 GP0421'30.2 METERS (99.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0421'3.6 METERS (11.8 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 GP0421'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0421'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0421'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0398 ***********************************************************************
 GP0398  DESIGNATION -  P 513
 GP0398  PID         -  GP0398
 GP0398  STATE/COUNTY-  AZ/NAVAJO
 GP0398  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0398
 GP0398                         *CURRENT SURVEY CONTROL
 GP0398  ___________________________________________________________________
 GP0398* NAD 83(1986)-  36 46 06.     (N)    110 13 32.     (W)     SCALED    
 GP0398* NAVD 88     -      1700.805  (meters)    5580.06   (feet)  ADJUSTED  
 GP0398  ___________________________________________________________________
 GP0398  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 GP0398  DYNAMIC HT  -        1698.771 (meters)    5573.38  (feet)  COMP
 GP0398  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 GP0398
 GP0398  VERT ORDER  -  FIRST     CLASS II
 GP0398
 GP0398.The horizontal coordinates were scaled from a topographic map and have
 GP0398.an estimated accuracy of +/- 6 seconds.
 GP0398
 GP0398.The orthometric height was determined by differential leveling
 GP0398.and adjusted in June 1991.
 GP0398
 GP0398.The geoid height was determined by GEOID03.
 GP0398
 GP0398.The dynamic height is computed by dividing the NAVD 88
 GP0398.geopotential number by the normal gravity value computed on the
 GP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0398.degrees latitude (g = 980.6199 gals.).
 GP0398
 GP0398.The modeled gravity was interpolated from observed gravity values.
 GP0398
 GP0398;                    North         East    Units  Estimated Accuracy
 GP0398;SPC AZ E     -   639,770.      208,100.      MT  (+/- 180 meters Scaled)
 GP0398
 GP0398                          SUPERSEDED SURVEY CONTROL
 GP0398
 GP0398.No superseded survey control is available for this station.
 GP0398
 GP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF691694(NAD 83)
 GP0398_MARKER: I = METAL ROD
 GP0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0398_SP_SET: STAINLESS STEEL ROD
 GP0398_STAMPING: P 513 1983
 GP0398_MARK LOGO: NGS   
 GP0398_PROJECTION: FLUSH
 GP0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0398_ROD/PIPE-DEPTH: 7.0  meters
 GP0398
 GP0398  HISTORY     - Date     Condition        Report By
 GP0398  HISTORY     - 1983     MONUMENTED       NGS
 GP0398
 GP0398                          STATION DESCRIPTION
 GP0398
 GP0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0398'8.3 KM (5.15 MI) NE FROM KAYENTA.
 GP0398'8.3 KM (5.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0398'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 0.5 KM (0.3 MI) SOUTH OF
 GP0398'MILEPOST 399, 22.7 METERS (74.5 FT) EAST OF THE CENTERLINE OF THE
 GP0398'HIGHWAY, AND 12.8 METERS (42.0 FT) SOUTH OF THE CENTER OF COUNTY ROAD
 GP0398'6460.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0398'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 GP0398'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2506 ***********************************************************************
 CZ2506  DESIGNATION -  P 516
 CZ2506  PID         -  CZ2506
 CZ2506  STATE/COUNTY-  AZ/PINAL
 CZ2506  USGS QUAD   -  ELOY SOUTH (1993)
 CZ2506
 CZ2506                         *CURRENT SURVEY CONTROL
 CZ2506  ___________________________________________________________________
 CZ2506* NAD 83(1986)-  32 44 02.     (N)    111 37 11.     (W)     SCALED    
 CZ2506* NAVD 88     -       470.087  (meters)    1542.28   (feet)  ADJUSTED  
 CZ2506  ___________________________________________________________________
 CZ2506  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CZ2506  DYNAMIC HT  -         469.495 (meters)    1540.33  (feet)  COMP
 CZ2506  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 CZ2506
 CZ2506  VERT ORDER  -  FIRST     CLASS II
 CZ2506
 CZ2506.The horizontal coordinates were scaled from a topographic map and have
 CZ2506.an estimated accuracy of +/- 6 seconds.
 CZ2506
 CZ2506.The orthometric height was determined by differential leveling
 CZ2506.and adjusted in November 1993.
 CZ2506
 CZ2506.The geoid height was determined by GEOID03.
 CZ2506
 CZ2506.The dynamic height is computed by dividing the NAVD 88
 CZ2506.geopotential number by the normal gravity value computed on the
 CZ2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2506.degrees latitude (g = 980.6199 gals.).
 CZ2506
 CZ2506.The modeled gravity was interpolated from observed gravity values.
 CZ2506
 CZ2506;                    North         East    Units  Estimated Accuracy
 CZ2506;SPC AZ C     -   192,280.      241,190.      MT  (+/- 180 meters Scaled)
 CZ2506
 CZ2506                          SUPERSEDED SURVEY CONTROL
 CZ2506
 CZ2506.No superseded survey control is available for this station.
 CZ2506
 CZ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419219(NAD 83)
 CZ2506_MARKER: I = METAL ROD
 CZ2506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2506_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2506_STAMPING: P 516 1991
 CZ2506_MARK LOGO: NGS   
 CZ2506_PROJECTION: FLUSH
 CZ2506_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2506+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CZ2506_ROD/PIPE-DEPTH: 10.8 meters
 CZ2506_SLEEVE-DEPTH  : 0.9 meters
 CZ2506
 CZ2506  HISTORY     - Date     Condition        Report By
 CZ2506  HISTORY     - 1991     MONUMENTED       NGS
 CZ2506  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2506
 CZ2506                          STATION DESCRIPTION
 CZ2506
 CZ2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2506'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2506'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ2506'THENCE 6.5 KM (4.05 MI) SOUTHERLY ALONG TOLTEC ROAD, NEAR THE CENTER
 CZ2506'OF DOUBLE UTILITY POLE NUMBER 32 7, 21.7 M (71.2 FT) EAST OF AND
 CZ2506'LEVEL WITH THE ROAD CENTERLINE, 18.6 M (61.0 FT) SOUTH OF THE CENTER
 CZ2506'OF A GRAVELED ROAD, 4.2 M (13.8 FT) NORTH OF THE SOUTH LEG OF THE
 CZ2506'UTILITY POLE, 1.4 M (4.6 FT) SOUTH OF THE NORTH LEG OF THE UTILITY
 CZ2506'POLE, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 CZ2506'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2506
 CZ2506                          STATION RECOVERY (2007)
 CZ2506
 CZ2506'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2306 ***********************************************************************
 DU2306  DESIGNATION -  P 517
 DU2306  PID         -  DU2306
 DU2306  STATE/COUNTY-  AZ/MARICOPA
 DU2306  USGS QUAD   -  BUCKHORN (1982)
 DU2306
 DU2306                         *CURRENT SURVEY CONTROL
 DU2306  ___________________________________________________________________
 DU2306* NAD 83(1986)-  33 25 45.     (N)    111 41 02.     (W)     SCALED    
 DU2306* NAVD 88     -       443.026  (meters)    1453.49   (feet)  ADJUSTED  
 DU2306  ___________________________________________________________________
 DU2306  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU2306  DYNAMIC HT  -         442.497 (meters)    1451.76  (feet)  COMP
 DU2306  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 DU2306
 DU2306  VERT ORDER  -  FIRST     CLASS II
 DU2306
 DU2306.The horizontal coordinates were scaled from a topographic map and have
 DU2306.an estimated accuracy of +/- 6 seconds.
 DU2306
 DU2306.The orthometric height was determined by differential leveling
 DU2306.and adjusted in November 1993.
 DU2306
 DU2306.The geoid height was determined by GEOID03.
 DU2306
 DU2306.The dynamic height is computed by dividing the NAVD 88
 DU2306.geopotential number by the normal gravity value computed on the
 DU2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2306.degrees latitude (g = 980.6199 gals.).
 DU2306
 DU2306.The modeled gravity was interpolated from observed gravity values.
 DU2306
 DU2306;                    North         East    Units  Estimated Accuracy
 DU2306;SPC AZ C     -   269,370.      235,010.      MT  (+/- 180 meters Scaled)
 DU2306
 DU2306                          SUPERSEDED SURVEY CONTROL
 DU2306
 DU2306.No superseded survey control is available for this station.
 DU2306
 DU2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364990(NAD 83)
 DU2306_MARKER: I = METAL ROD
 DU2306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2306_SP_SET: STAINLESS STEEL ROD
 DU2306_STAMPING: P 517 1992
 DU2306_MARK LOGO: NGS   
 DU2306_PROJECTION: FLUSH
 DU2306_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2306+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2007
 DU2306_ROD/PIPE-DEPTH: 6.0  meters
 DU2306
 DU2306  HISTORY     - Date     Condition        Report By
 DU2306  HISTORY     - 1992     MONUMENTED       NGS
 DU2306  HISTORY     - 20070320 GOOD             GEOCAC
 DU2306
 DU2306                          STATION DESCRIPTION
 DU2306
 DU2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2306'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2306'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2306'1.5 KM (0.95 MI) NORTHERLY ALONG NORTH POWERS ROAD, 66.7 M (218.8 FT)
 DU2306'SOUTH OF THE CENTERLINE OF EAST ADOBE ROAD, 8.4 M (27.6 FT) NORTH OF
 DU2306'UTILITY POLE NUMBER 15A, 3.8 M (12.5 FT) NORTHWEST OF UNDERGROUND
 DU2306'CABLE JUNCTION BOX NUMBER 711, 1.7 M (5.6 FT) SOUTH OF UTILITY POLE
 DU2306'NUMBER 16 WITH 3 GUY CABLES, 1.5 M (4.9 FT) EAST OF AND LEVEL WITH
 DU2306'THE EAST CURB OF THE ROAD, AND 0.7 M (2.3 FT) WEST OF THE WEST EDGE
 DU2306'OF A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2306'LOGO CAP.
 DU2306
 DU2306                          STATION RECOVERY (2007)
 DU2306
 DU2306'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2306'RECOVERED AS DESCRIBED, EXCEPT THAT THE REFERENCED POWER POLES HAVE
 DU2306'BEEN REMOVED. THE MARK IS NOW ABOUT THREE FEET SOUTH OF THE CONCRETE
 DU2306'BASE OF A MONOLITHIC STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2330 ***********************************************************************
 DU2330  DESIGNATION -  P 518
 DU2330  PID         -  DU2330
 DU2330  STATE/COUNTY-  AZ/MARICOPA
 DU2330  USGS QUAD   -  TEMPE (1982)
 DU2330
 DU2330                         *CURRENT SURVEY CONTROL
 DU2330  ___________________________________________________________________
 DU2330* NAD 83(1986)-  33 24 28.     (N)    111 53 32.     (W)     SCALED    
 DU2330* NAVD 88     -       365.604  (meters)    1199.49   (feet)  ADJUSTED  
 DU2330  ___________________________________________________________________
 DU2330  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2330  DYNAMIC HT  -         365.179 (meters)    1198.09  (feet)  COMP
 DU2330  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 DU2330
 DU2330  VERT ORDER  -  FIRST     CLASS II
 DU2330
 DU2330.The horizontal coordinates were scaled from a topographic map and have
 DU2330.an estimated accuracy of +/- 6 seconds.
 DU2330
 DU2330.The orthometric height was determined by differential leveling
 DU2330.and adjusted in November 1993.
 DU2330
 DU2330.The geoid height was determined by GEOID03.
 DU2330
 DU2330.The dynamic height is computed by dividing the NAVD 88
 DU2330.geopotential number by the normal gravity value computed on the
 DU2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2330.degrees latitude (g = 980.6199 gals.).
 DU2330
 DU2330.The modeled gravity was interpolated from observed gravity values.
 DU2330
 DU2330;                    North         East    Units  Estimated Accuracy
 DU2330;SPC AZ C     -   266,970.      215,630.      MT  (+/- 180 meters Scaled)
 DU2330
 DU2330                          SUPERSEDED SURVEY CONTROL
 DU2330
 DU2330.No superseded survey control is available for this station.
 DU2330
 DU2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB170968(NAD 83)
 DU2330_MARKER: DV = VERTICAL CONTROL DISK
 DU2330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2330_SP_SET: ABUTMENT
 DU2330_STAMPING: P 518 1992
 DU2330_MARK LOGO: NGS   
 DU2330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2330+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2330
 DU2330  HISTORY     - Date     Condition        Report By
 DU2330  HISTORY     - 1992     MONUMENTED       NGS
 DU2330  HISTORY     - 20060224 GOOD             GEOCAC
 DU2330
 DU2330                          STATION DESCRIPTION
 DU2330
 DU2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2330'IN TEMPE, AT THE INTERSECTION OF EAST BROADWAY AND PRICE ROADS, IN
 DU2330'TOP OF AND 2.5 M (8.2 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 DU2330'ABUTMENT OF THE BROADWAY ROAD BRIDGE SPANNING STATE HIGHWAY 101, 22.4
 DU2330'M (73.5 FT) EAST OF THE EAST CURB OF THE SOUTHBOUND LANES OF PRICE
 DU2330'ROAD, 6.3 M (20.7 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE
 DU2330'WESTBOUND LANES OF BROADWAY, 2.3 M (7.5 FT) SOUTH OF THE BRIDGE RAIL,
 DU2330'AND 0.3 M (1.0 FT) NORTH OF A GUARD RAIL.
 DU2330
 DU2330                          STATION RECOVERY (2006)
 DU2330
 DU2330'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2330'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 DU2330'33 24 27.42 (N)   111 53 30.00 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2303 ***********************************************************************
 DV2303  DESIGNATION -  P 519
 DV2303  PID         -  DV2303
 DV2303  STATE/COUNTY-  AZ/MARICOPA
 DV2303  USGS QUAD   -  FOWLER (1982)
 DV2303
 DV2303                         *CURRENT SURVEY CONTROL
 DV2303  ___________________________________________________________________
 DV2303* NAD 83(1986)-  33 25 14.     (N)    112 11 12.     (W)     SCALED    
 DV2303* NAVD 88     -       312.638  (meters)    1025.71   (feet)  ADJUSTED  
 DV2303  ___________________________________________________________________
 DV2303  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV2303  DYNAMIC HT  -         312.276 (meters)    1024.53  (feet)  COMP
 DV2303  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DV2303
 DV2303  VERT ORDER  -  FIRST     CLASS II
 DV2303
 DV2303.The horizontal coordinates were scaled from a topographic map and have
 DV2303.an estimated accuracy of +/- 6 seconds.
 DV2303
 DV2303.The orthometric height was determined by differential leveling
 DV2303.and adjusted in November 1993.
 DV2303
 DV2303.The geoid height was determined by GEOID03.
 DV2303
 DV2303.The dynamic height is computed by dividing the NAVD 88
 DV2303.geopotential number by the normal gravity value computed on the
 DV2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2303.degrees latitude (g = 980.6199 gals.).
 DV2303
 DV2303.The modeled gravity was interpolated from observed gravity values.
 DV2303
 DV2303;                    North         East    Units  Estimated Accuracy
 DV2303;SPC AZ C     -   268,420.      188,250.      MT  (+/- 180 meters Scaled)
 DV2303
 DV2303                          SUPERSEDED SURVEY CONTROL
 DV2303
 DV2303.No superseded survey control is available for this station.
 DV2303
 DV2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB896985(NAD 83)
 DV2303_MARKER: DV = VERTICAL CONTROL DISK
 DV2303_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2303_SP_SET: FOOTING
 DV2303_STAMPING: P 519 1992
 DV2303_MARK LOGO: NGS   
 DV2303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2303+STABILITY: POSITION/ELEVATION WELL
 DV2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2303+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DV2303
 DV2303  HISTORY     - Date     Condition        Report By
 DV2303  HISTORY     - 1992     MONUMENTED       NGS
 DV2303  HISTORY     - 19940425 GOOD             NGS
 DV2303  HISTORY     - 20060819 GOOD             GEOCAC
 DV2303
 DV2303                          STATION DESCRIPTION
 DV2303
 DV2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2303'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2303'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2303'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST LOWER
 DV2303'BUCKEYE ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH 59TH
 DV2303'AVENUE, NEAR THE SOUTHEAST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2303'TOWER NUMBER 60-25931-12, 23.6 M (77.4 FT) EAST OF THE NORTHEAST
 DV2303'CORNER OF A CHAIN-LINK FENCE AROUND A SUB-STATION, 12.5 M (41.0 FT)
 DV2303'WEST OF AND LEVEL WITH THE AVENUE CENTERLINE, AND 0.1 M (0.3 FT)
 DV2303'ABOVE THE GROUND SURFACE.
 DV2303
 DV2303                          STATION RECOVERY (1994)
 DV2303
 DV2303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV2303'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2303'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2303'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST LOWER
 DV2303'BUCKEYE ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH 59TH
 DV2303'AVENUE, NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR
 DV2303'HIGHLINE TOWER NUMBER 60-25931-12, 23.6 M (77.4 FT) EAST OF THE
 DV2303'NORTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A SUBSTATION, 12.6 M
 DV2303'(41.3 FT) WEST OF AND LEVEL WITH THE AVENUE CENTERLINE, AND 0.1 M
 DV2303'(0.3 FT) ABOVE THE GROUND SURFACE.
 DV2303
 DV2303                          STATION RECOVERY (2006)
 DV2303
 DV2303'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0869 ***********************************************************************
 FS0869  DESIGNATION -  P 52
 FS0869  PID         -  FS0869
 FS0869  STATE/COUNTY-  AZ/MOHAVE
 FS0869  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0869
 FS0869                         *CURRENT SURVEY CONTROL
 FS0869  ___________________________________________________________________
 FS0869* NAD 83(1986)-  35 28 11.     (N)    114 40 00.     (W)     SCALED    
 FS0869* NAVD 88     -       175.749  (meters)     576.60   (feet)  POSTED    
 FS0869  ___________________________________________________________________
 FS0869  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FS0869  DYNAMIC HT  -         175.570 (meters)     576.02  (feet)  COMP
 FS0869  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 FS0869
 FS0869  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0869
 FS0869.The horizontal coordinates were scaled from a topographic map and have
 FS0869.an estimated accuracy of +/- 6 seconds.
 FS0869
 FS0869.The orthometric height was determined by differential leveling
 FS0869.and adjusted by the  in 1992.
 FS0869.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0869.rate of 1.1 thru 2.0 mm/km.
 FS0869
 FS0869.The geoid height was determined by GEOID03.
 FS0869
 FS0869.The dynamic height is computed by dividing the NAVD 88
 FS0869.geopotential number by the normal gravity value computed on the
 FS0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0869.degrees latitude (g = 980.6199 gals.).
 FS0869
 FS0869.The modeled gravity was interpolated from observed gravity values.
 FS0869
 FS0869;                    North         East    Units  Estimated Accuracy
 FS0869;SPC AZ W     -   496,090.      130,170.      MT  (+/- 180 meters Scaled)
 FS0869
 FS0869                          SUPERSEDED SURVEY CONTROL
 FS0869
 FS0869  NGVD 29 (??/??/92)  175.042  (m)          574.28   (f) ADJ UNCH    1 2
 FS0869
 FS0869.Superseded values are not recommended for survey control.
 FS0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0869.See file dsdata.txt to determine how the superseded data were derived.
 FS0869
 FS0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV117276(NAD 83)
 FS0869_MARKER: DB = BENCH MARK DISK
 FS0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0869_STAMPING: P 52 1934
 FS0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0869+STABILITY: SURFACE MOTION
 FS0869
 FS0869  HISTORY     - Date     Condition        Report By
 FS0869  HISTORY     - 1934     MONUMENTED       CGS
 FS0869  HISTORY     - 1950     GOOD             NGS
 FS0869  HISTORY     - 1957     GOOD             USGS
 FS0869
 FS0869                          STATION DESCRIPTION
 FS0869
 FS0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0869'29.1 MI W FROM GRASSHOPPER JUNCTION.
 FS0869'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0869'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 21.7 MILES WEST
 FS0869'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.5
 FS0869'MILE NORTH OF THE SITE OF AN OLD DRY WASH MINE, 68 FEET WEST
 FS0869'OF THE TOE OF THE SLOPE OF A GRAVEL HILL, 15 FEET WEST OF THE
 FS0869'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0869'POJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS UNDATED
 FS0869'BY LAKE MOJAVE.
 FS0869
 FS0869                          STATION RECOVERY (1957)
 FS0869
 FS0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2328 ***********************************************************************
 DV2328  DESIGNATION -  P 520
 DV2328  PID         -  DV2328
 DV2328  STATE/COUNTY-  AZ/MARICOPA
 DV2328  USGS QUAD   -  VALENCIA (1982)
 DV2328
 DV2328                         *CURRENT SURVEY CONTROL
 DV2328  ___________________________________________________________________
 DV2328* NAD 83(1986)-  33 22 40.     (N)    112 34 02.     (W)     SCALED    
 DV2328* NAVD 88     -       268.572  (meters)     881.14   (feet)  ADJUSTED  
 DV2328  ___________________________________________________________________
 DV2328  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DV2328  DYNAMIC HT  -         268.266 (meters)     880.14  (feet)  COMP
 DV2328  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 DV2328
 DV2328  VERT ORDER  -  FIRST     CLASS II
 DV2328
 DV2328.The horizontal coordinates were scaled from a topographic map and have
 DV2328.an estimated accuracy of +/- 6 seconds.
 DV2328
 DV2328.The orthometric height was determined by differential leveling
 DV2328.and adjusted in November 1993.
 DV2328
 DV2328.The geoid height was determined by GEOID03.
 DV2328
 DV2328.The dynamic height is computed by dividing the NAVD 88
 DV2328.geopotential number by the normal gravity value computed on the
 DV2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2328.degrees latitude (g = 980.6199 gals.).
 DV2328
 DV2328.The modeled gravity was interpolated from observed gravity values.
 DV2328
 DV2328;                    North         East    Units  Estimated Accuracy
 DV2328;SPC AZ C     -   263,840.      152,830.      MT  (+/- 180 meters Scaled)
 DV2328
 DV2328                          SUPERSEDED SURVEY CONTROL
 DV2328
 DV2328.No superseded survey control is available for this station.
 DV2328
 DV2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB542942(NAD 83)
 DV2328_MARKER: I = METAL ROD
 DV2328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2328_SP_SET: STAINLESS STEEL ROD
 DV2328_STAMPING: P 520 1992
 DV2328_MARK LOGO: NGS   
 DV2328_PROJECTION: FLUSH
 DV2328_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2328+STABILITY: POSITION/ELEVATION WELL
 DV2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2328+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2328_ROD/PIPE-DEPTH: 6.0  meters
 DV2328
 DV2328  HISTORY     - Date     Condition        Report By
 DV2328  HISTORY     - 1992     MONUMENTED       NGS
 DV2328  HISTORY     - 20061113 GOOD             GEOCAC
 DV2328
 DV2328                          STATION DESCRIPTION
 DV2328
 DV2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2328'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2328'BUCKEYE, THENCE 2.0 KM (1.25 MI) EASTERLY ALONG COUNTY ROAD 85, 14.5
 DV2328'M (47.6 FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE, 12.6 M (41.3
 DV2328'FT) WEST OF THE CENTER OF A GATE, 1.6 M (5.2 FT) WEST OF THE NORTH
 DV2328'LEG OF A SIGN (WELCOME TO BUCKEYE), AND 0.4 M (1.3 FT) SOUTH OF A
 DV2328'WITNESS POST AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT
 DV2328'IS THROUGH A 5-INCH LOGO CAP.
 DV2328
 DV2328                          STATION RECOVERY (2006)
 DV2328
 DV2328'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2344 ***********************************************************************
 DU2344  DESIGNATION -  P 521
 DU2344  PID         -  DU2344
 DU2344  STATE/COUNTY-  AZ/PINAL
 DU2344  USGS QUAD   -  SACATON BUTTE (1967)
 DU2344
 DU2344                         *CURRENT SURVEY CONTROL
 DU2344  ___________________________________________________________________
 DU2344* NAD 83(1986)-  33 07 02.     (N)    111 57 41.     (W)     SCALED    
 DU2344* NAVD 88     -       355.605  (meters)    1166.68   (feet)  ADJUSTED  
 DU2344  ___________________________________________________________________
 DU2344  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DU2344  DYNAMIC HT  -         355.182 (meters)    1165.29  (feet)  COMP
 DU2344  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 DU2344
 DU2344  VERT ORDER  -  FIRST     CLASS II
 DU2344
 DU2344.The horizontal coordinates were scaled from a topographic map and have
 DU2344.an estimated accuracy of +/- 6 seconds.
 DU2344
 DU2344.The orthometric height was determined by differential leveling
 DU2344.and adjusted in August 1994.
 DU2344
 DU2344.The geoid height was determined by GEOID03.
 DU2344
 DU2344.The dynamic height is computed by dividing the NAVD 88
 DU2344.geopotential number by the normal gravity value computed on the
 DU2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2344.degrees latitude (g = 980.6199 gals.).
 DU2344
 DU2344.The modeled gravity was interpolated from observed gravity values.
 DU2344
 DU2344;                    North         East    Units  Estimated Accuracy
 DU2344;SPC AZ C     -   234,750.      209,190.      MT  (+/- 180 meters Scaled)
 DU2344
 DU2344                          SUPERSEDED SURVEY CONTROL
 DU2344
 DU2344.No superseded survey control is available for this station.
 DU2344
 DU2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB103646(NAD 83)
 DU2344_MARKER: I = METAL ROD
 DU2344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2344_SP_SET: STAINLESS STEEL ROD
 DU2344_STAMPING: P 521 1994
 DU2344_MARK LOGO: NGS   
 DU2344_PROJECTION: FLUSH
 DU2344_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2344+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU2344_ROD/PIPE-DEPTH: 3.9  meters
 DU2344
 DU2344  HISTORY     - Date     Condition        Report By
 DU2344  HISTORY     - 1994     MONUMENTED       NGS
 DU2344  HISTORY     - 20061106 GOOD             GEOCAC
 DU2344
 DU2344                          STATION DESCRIPTION
 DU2344
 DU2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2344'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2344'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2344'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 11.7 KM
 DU2344'(7.25 MI) WESTERLY ALONG CASA BLANCA ROAD, 17.2 M (56.4 FT) SOUTH OF
 DU2344'THE ROAD CENTERLINE, 7.5 M (24.6 FT) EAST OF THE CENTER OF A DIRT
 DU2344'ROAD, 2.0 M (6.6 FT) SOUTH OF A UTILITY BRACE POLE WITH 1 GUY CABLE,
 DU2344'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST
 DU2344'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2344'5-INCH LOGO CAP.
 DU2344
 DU2344                          STATION RECOVERY (2006)
 DU2344
 DU2344'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2363 ***********************************************************************
 DU2363  DESIGNATION -  P 522
 DU2363  PID         -  DU2363
 DU2363  STATE/COUNTY-  AZ/MARICOPA
 DU2363  USGS QUAD   -  CHANDLER (1981)
 DU2363
 DU2363                         *CURRENT SURVEY CONTROL
 DU2363  ___________________________________________________________________
 DU2363* NAD 83(1986)-  33 16 36.     (N)    111 49 26.     (W)     SCALED    
 DU2363* NAVD 88     -       372.991  (meters)    1223.72   (feet)  ADJUSTED  
 DU2363  ___________________________________________________________________
 DU2363  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU2363  DYNAMIC HT  -         372.545 (meters)    1222.26  (feet)  COMP
 DU2363  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 DU2363
 DU2363  VERT ORDER  -  FIRST     CLASS II
 DU2363
 DU2363.The horizontal coordinates were scaled from a topographic map and have
 DU2363.an estimated accuracy of +/- 6 seconds.
 DU2363
 DU2363.The orthometric height was determined by differential leveling
 DU2363.and adjusted in August 1994.
 DU2363
 DU2363.The geoid height was determined by GEOID03.
 DU2363
 DU2363.The dynamic height is computed by dividing the NAVD 88
 DU2363.geopotential number by the normal gravity value computed on the
 DU2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2363.degrees latitude (g = 980.6199 gals.).
 DU2363
 DU2363.The modeled gravity was interpolated from observed gravity values.
 DU2363
 DU2363;                    North         East    Units  Estimated Accuracy
 DU2363;SPC AZ C     -   252,440.      222,000.      MT  (+/- 180 meters Scaled)
 DU2363
 DU2363                          SUPERSEDED SURVEY CONTROL
 DU2363
 DU2363.No superseded survey control is available for this station.
 DU2363
 DU2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB232822(NAD 83)
 DU2363_MARKER: I = METAL ROD
 DU2363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2363_SP_SET: STAINLESS STEEL ROD
 DU2363_STAMPING: P 522 1994
 DU2363_MARK LOGO: NGS   
 DU2363_PROJECTION: FLUSH
 DU2363_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2363+STABILITY: POSITION/ELEVATION WELL
 DU2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2363+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DU2363_ROD/PIPE-DEPTH: 10.2 meters
 DU2363
 DU2363  HISTORY     - Date     Condition        Report By
 DU2363  HISTORY     - 1994     MONUMENTED       NGS
 DU2363  HISTORY     - 20060919 MARK NOT FOUND   GEOCAC
 DU2363
 DU2363                          STATION DESCRIPTION
 DU2363
 DU2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2363'12.2 KM (7.60 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2363'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 1.4 KM
 DU2363'(0.85 MI) EASTERLY ALONG GERMAN ROAD, 11.4 M (37.4 FT) SOUTH OF THE
 DU2363'ROAD CENTERLINE, 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF MCQUEEN
 DU2363'ROAD, 0.7 M (2.3 FT) NORTH OF A UTILITY POLE, 0.4 M (1.3 FT) EAST OF
 DU2363'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROADS.
 DU2363'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2363
 DU2363                          STATION RECOVERY (2006)
 DU2363
 DU2363'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2363'BOTH ROADS HAVE BEEN WIDENED. THE MARK APPEARS TO BE INSIDE THE
 DU2363'INTERESECTION, UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0445 ***********************************************************************
 FS0445  DESIGNATION -  P 53
 FS0445  PID         -  FS0445
 FS0445  STATE/COUNTY-  AZ/MOHAVE
 FS0445  USGS QUAD   -  GARNET MTN (1989)
 FS0445
 FS0445                         *CURRENT SURVEY CONTROL
 FS0445  ___________________________________________________________________
 FS0445* NAD 83(1986)-  35 45 37.     (N)    114 06 22.     (W)     SCALED    
 FS0445* NAVD 88     -       866.622  (meters)    2843.24   (feet)  POSTED    
 FS0445  ___________________________________________________________________
 FS0445  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FS0445  DYNAMIC HT  -         865.650 (meters)    2840.05  (feet)  COMP
 FS0445  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 FS0445
 FS0445  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0445
 FS0445.The horizontal coordinates were scaled from a topographic map and have
 FS0445.an estimated accuracy of +/- 6 seconds.
 FS0445
 FS0445.The orthometric height was determined by differential leveling
 FS0445.and adjusted by the  in 1992.
 FS0445.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0445.rate of 1.1 thru 2.0 mm/km.
 FS0445
 FS0445.The geoid height was determined by GEOID03.
 FS0445
 FS0445.The dynamic height is computed by dividing the NAVD 88
 FS0445.geopotential number by the normal gravity value computed on the
 FS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0445.degrees latitude (g = 980.6199 gals.).
 FS0445
 FS0445.The modeled gravity was interpolated from observed gravity values.
 FS0445
 FS0445;                    North         East    Units  Estimated Accuracy
 FS0445;SPC AZ W     -   527,990.      181,160.      MT  (+/- 180 meters Scaled)
 FS0445
 FS0445                          SUPERSEDED SURVEY CONTROL
 FS0445
 FS0445  NGVD 29 (??/??/92)  865.875  (m)         2840.79   (f) ADJ UNCH    1 1
 FS0445
 FS0445.Superseded values are not recommended for survey control.
 FS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0445.See file dsdata.txt to determine how the superseded data were derived.
 FS0445
 FS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV616612(NAD 83)
 FS0445_MARKER: DB = BENCH MARK DISK
 FS0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0445_STAMPING: P 53 1934
 FS0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0445+STABILITY: SURFACE MOTION
 FS0445
 FS0445  HISTORY     - Date     Condition        Report By
 FS0445  HISTORY     - 1934     MONUMENTED       CGS
 FS0445  HISTORY     - 1940     GOOD             NGS
 FS0445
 FS0445                          STATION DESCRIPTION
 FS0445
 FS0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0445'35.6 MI N FROM HACKBERRY.
 FS0445'35.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED
 FS0445'LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY,
 FS0445'12.3 MILES NORTHWEST OF THE JUNCTION OF THE NEW ROAD, 2.3 MILES
 FS0445'SOUTH OF THE JUNCTION OF STATE HIGHWAY 193, 1.0 MILE NORTH OF THE
 FS0445'INTERSECTION OF THE NEW ROAD, 360 FEET SOUTHWEST OF THE CENTERLINE
 FS0445'OF THE ROAD, 11 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD ROAD,
 FS0445'AND 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FS0445'STAMPED P 53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0445'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0104 ***********************************************************************
 GQ0104  DESIGNATION -  P 54
 GQ0104  PID         -  GQ0104
 GQ0104  STATE/COUNTY-  AZ/MOHAVE
 GQ0104  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0104
 GQ0104                         *CURRENT SURVEY CONTROL
 GQ0104  ___________________________________________________________________
 GQ0104* NAD 83(1986)-  36 12 34.     (N)    113 53 13.     (W)     SCALED    
 GQ0104* NAVD 88     -       663.835  (meters)    2177.93   (feet)  POSTED    
 GQ0104  ___________________________________________________________________
 GQ0104  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 GQ0104  DYNAMIC HT  -         663.120 (meters)    2175.59  (feet)  COMP
 GQ0104  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 GQ0104
 GQ0104  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0104
 GQ0104.The horizontal coordinates were scaled from a topographic map and have
 GQ0104.an estimated accuracy of +/- 6 seconds.
 GQ0104
 GQ0104.The orthometric height was determined by differential leveling
 GQ0104.and adjusted by the  in 1992.
 GQ0104.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0104.rate of 0.0 thru 1.0 mm/km.
 GQ0104
 GQ0104.The geoid height was determined by GEOID03.
 GQ0104
 GQ0104.The dynamic height is computed by dividing the NAVD 88
 GQ0104.geopotential number by the normal gravity value computed on the
 GQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0104.degrees latitude (g = 980.6199 gals.).
 GQ0104
 GQ0104.The modeled gravity was interpolated from observed gravity values.
 GQ0104
 GQ0104;                    North         East    Units  Estimated Accuracy
 GQ0104;SPC AZ W     -   577,780.      201,050.      MT  (+/- 180 meters Scaled)
 GQ0104
 GQ0104                          SUPERSEDED SURVEY CONTROL
 GQ0104
 GQ0104  NGVD 29 (??/??/92)  663.113  (m)         2175.56   (f) ADJ UNCH    1 1
 GQ0104
 GQ0104.Superseded values are not recommended for survey control.
 GQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0104.See file dsdata.txt to determine how the superseded data were derived.
 GQ0104
 GQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF404110(NAD 83)
 GQ0104_MARKER: DB = BENCH MARK DISK
 GQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0104_STAMPING: P 54 1934
 GQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0104+STABILITY: SURFACE MOTION
 GQ0104
 GQ0104  HISTORY     - Date     Condition        Report By
 GQ0104  HISTORY     - 1934     MONUMENTED       CGS
 GQ0104  HISTORY     - 1950     GOOD             NGS
 GQ0104
 GQ0104                          STATION DESCRIPTION
 GQ0104
 GQ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0104'58.4 MI SE FROM RIVERSIDE, NV.
 GQ0104'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0104'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0104'THENCE 18.7 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0104'FERRY ROAD, ON THE TOP OF A LOW RIDGE BETWEEN TWO WASHES, ABOUT 34
 GQ0104'YARDS NORTH OF A POINT WHERE THE ROAD CROSSES A WASH, 9 1/2 FEET EAST
 GQ0104'OF THE CENTER LINE OF THE ROAD, 2.7 FEET WEST OF A WITNESS POST, ABOUT
 GQ0104'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GQ0104'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0194 ***********************************************************************
 ET0194  DESIGNATION -  P 57
 ET0194  PID         -  ET0194
 ET0194  STATE/COUNTY-  AZ/YAVAPAI
 ET0194  USGS QUAD   -  CLEATOR (1974)
 ET0194
 ET0194                         *CURRENT SURVEY CONTROL
 ET0194  ___________________________________________________________________
 ET0194* NAD 83(1986)-  34 21 18.     (N)    112 11 24.     (W)     SCALED    
 ET0194* NAVD 88     -      1254.94   (+/-2cm)    4117.2    (feet)  VERTCON   
 ET0194  ___________________________________________________________________
 ET0194  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 ET0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0194
 ET0194.The horizontal coordinates were scaled from a topographic map and have
 ET0194.an estimated accuracy of +/- 6 seconds.
 ET0194
 ET0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0194.The vertical order pertains to the NGVD 29 superseded value.
 ET0194
 ET0194.The geoid height was determined by GEOID03.
 ET0194
 ET0194;                    North         East    Units  Estimated Accuracy
 ET0194;SPC AZ C     -   372,060.      188,220.      MT  (+/- 180 meters Scaled)
 ET0194
 ET0194                          SUPERSEDED SURVEY CONTROL
 ET0194
 ET0194  NGVD 29 (??/??/92) 1254.200  (m)         4114.82   (f) ADJ UNCH    2 0
 ET0194
 ET0194.Superseded values are not recommended for survey control.
 ET0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0194.See file dsdata.txt to determine how the superseded data were derived.
 ET0194
 ET0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD905021(NAD 83)
 ET0194_MARKER: DB = BENCH MARK DISK
 ET0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0194_STAMPING: P 57 1934
 ET0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0194+STABILITY: SURFACE MOTION
 ET0194
 ET0194  HISTORY     - Date     Condition        Report By
 ET0194  HISTORY     - 1934     MONUMENTED       CGS
 ET0194  HISTORY     - 1952     GOOD             NGS
 ET0194  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0194  HISTORY     - 1974     GOOD             LOCENG
 ET0194  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0194
 ET0194                          STATION DESCRIPTION
 ET0194
 ET0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0194'4 MI N FROM CORDES.
 ET0194'4 MILES NORTH ALONG THE BLACK CANYON ROAD FROM CORDES, 4.8 MILES
 ET0194'SOUTHEAST OF MAYER AT A POINT WHERE THE POWER LINE CROSSES THE ROAD,
 ET0194'165 FEET SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE BRIDGE OVER A
 ET0194'WASH, 56 FEET WEST OF A WASH, 24 FEET EAST OF THE CENTER OF THE ROAD,
 ET0194'2 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ET0194'PROJECTING 1/2 FOOT ABOVE THE GROUND.
 ET0194
 ET0194                          STATION RECOVERY (1974)
 ET0194
 ET0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0194'MARK NOT FOUND.
 ET0194
 ET0194                          STATION RECOVERY (1974)
 ET0194
 ET0194'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 ET0194'RECOVERED IN GOOD CONDITION.
 ET0194
 ET0194                          STATION RECOVERY (2004)
 ET0194
 ET0194'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0743 ***********************************************************************
 DU0743  DESIGNATION -  P 58
 DU0743  PID         -  DU0743
 DU0743  STATE/COUNTY-  AZ/PINAL
 DU0743  USGS QUAD   -  GILA BUTTE (1981)
 DU0743
 DU0743                         *CURRENT SURVEY CONTROL
 DU0743  ___________________________________________________________________
 DU0743* NAD 83(1986)-  33 09 56.     (N)    111 47 12.     (W)     SCALED    
 DU0743* NAVD 88     -       378.99   (+/-2cm)    1243.4    (feet)  VERTCON   
 DU0743  ___________________________________________________________________
 DU0743  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0743
 DU0743.The horizontal coordinates were scaled from a topographic map and have
 DU0743.an estimated accuracy of +/- 6 seconds.
 DU0743
 DU0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0743.The vertical order pertains to the NGVD 29 superseded value.
 DU0743
 DU0743.The geoid height was determined by GEOID03.
 DU0743
 DU0743;                    North         East    Units  Estimated Accuracy
 DU0743;SPC AZ C     -   240,120.      225,490.      MT  (+/- 180 meters Scaled)
 DU0743
 DU0743                          SUPERSEDED SURVEY CONTROL
 DU0743
 DU0743  NGVD 29 (??/??/92)  378.50   (m)         1241.8    (f) COMPUTED    2 0
 DU0743
 DU0743.Superseded values are not recommended for survey control.
 DU0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0743.See file dsdata.txt to determine how the superseded data were derived.
 DU0743
 DU0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB266699(NAD 83)
 DU0743_MARKER: DB = BENCH MARK DISK
 DU0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0743_STAMPING: P-58 1934
 DU0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0743+STABILITY: SURFACE MOTION
 DU0743
 DU0743  HISTORY     - Date     Condition        Report By
 DU0743  HISTORY     - 1934     MONUMENTED       CGS
 DU0743  HISTORY     - 1943     GOOD             NGS
 DU0743  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0743
 DU0743                          STATION DESCRIPTION
 DU0743
 DU0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0743'7.8 MI N FROM OLDBERG.
 DU0743'7.8 MI NORTH ON S.P. RY.  10 FEET NORTH OF MILE POST NO. 940, 44 FEET
 DU0743'WEST OF THE CENTERLINE OF THE TRACK AND 53 FEET EAST OF STATE HIGHWAY
 DU0743'NO. 87, IN THE LINE OF TELEPHONE POLES.
 DU0743
 DU0743                          STATION RECOVERY (1943)
 DU0743
 DU0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DU0743'RECOVERED IN GOOD CONDITION.
 DU0743
 DU0743                          STATION RECOVERY (2006)
 DU0743
 DU0743'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0424 ***********************************************************************
 CZ0424  DESIGNATION -  P 59
 CZ0424  PID         -  CZ0424
 CZ0424  STATE/COUNTY-  AZ/PINAL
 CZ0424  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ0424
 CZ0424                         *CURRENT SURVEY CONTROL
 CZ0424  ___________________________________________________________________
 CZ0424* NAD 83(1986)-  32 50 31.     (N)    111 13 21.     (W)     SCALED    
 CZ0424* NAVD 88     -       689.91   (+/-2cm)    2263.5    (feet)  VERTCON   
 CZ0424  ___________________________________________________________________
 CZ0424  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CZ0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0424
 CZ0424.The horizontal coordinates were scaled from a topographic map and have
 CZ0424.an estimated accuracy of +/- 6 seconds.
 CZ0424
 CZ0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0424.The vertical order pertains to the NGVD 29 superseded value.
 CZ0424
 CZ0424.The geoid height was determined by GEOID03.
 CZ0424
 CZ0424;                    North         East    Units  Estimated Accuracy
 CZ0424;SPC AZ C     -   204,440.      278,340.      MT  (+/- 180 meters Scaled)
 CZ0424
 CZ0424                          SUPERSEDED SURVEY CONTROL
 CZ0424
 CZ0424  NGVD 29 (??/??/92)  689.335  (m)         2261.59   (f) ADJ UNCH    2 0
 CZ0424
 CZ0424.Superseded values are not recommended for survey control.
 CZ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0424.See file dsdata.txt to determine how the superseded data were derived.
 CZ0424
 CZ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB791337(NAD 83)
 CZ0424_MARKER: DB = BENCH MARK DISK
 CZ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0424_STAMPING: P 59 1934
 CZ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0424+STABILITY: SURFACE MOTION
 CZ0424
 CZ0424  HISTORY     - Date     Condition        Report By
 CZ0424  HISTORY     - 1934     MONUMENTED       CGS
 CZ0424  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0424
 CZ0424                          STATION DESCRIPTION
 CZ0424
 CZ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0424'16.4 MI S FROM FLORENCE.
 CZ0424'16.4 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0424'FLORENCE, AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A
 CZ0424'STANDARD DISK STAMPED P 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CZ0424
 CZ0424                          STATION RECOVERY (1965)
 CZ0424
 CZ0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0134 ***********************************************************************
 GP0134  DESIGNATION -  P 6
 GP0134  PID         -  GP0134
 GP0134  STATE/COUNTY-  AZ/COCONINO
 GP0134  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0134
 GP0134                         *CURRENT SURVEY CONTROL
 GP0134  ___________________________________________________________________
 GP0134* NAD 83(1986)-  36 08 21.     (N)    111 23 48.     (W)     SCALED    
 GP0134* NAVD 88     -      1410.820  (meters)    4628.67   (feet)  POSTED    
 GP0134  ___________________________________________________________________
 GP0134  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 GP0134  DYNAMIC HT  -        1409.090 (meters)    4622.99  (feet)  COMP
 GP0134  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 GP0134
 GP0134  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0134
 GP0134.The horizontal coordinates were scaled from a topographic map and have
 GP0134.an estimated accuracy of +/- 6 seconds.
 GP0134
 GP0134.The orthometric height was determined by differential leveling
 GP0134.and adjusted by the  in 1992.
 GP0134.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0134.rate of 1.1 thru 2.0 mm/km.
 GP0134
 GP0134.The geoid height was determined by GEOID03.
 GP0134
 GP0134.The dynamic height is computed by dividing the NAVD 88
 GP0134.geopotential number by the normal gravity value computed on the
 GP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0134.degrees latitude (g = 980.6199 gals.).
 GP0134
 GP0134.The modeled gravity was interpolated from observed gravity values.
 GP0134
 GP0134;                    North         East    Units  Estimated Accuracy
 GP0134;SPC AZ C     -   570,080.      260,160.      MT  (+/- 180 meters Scaled)
 GP0134
 GP0134                          SUPERSEDED SURVEY CONTROL
 GP0134
 GP0134  NGVD 29 (??/??/92) 1409.931  (m)         4625.75   (f) ADJ UNCH    1 2
 GP0134
 GP0134.Superseded values are not recommended for survey control.
 GP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0134.See file dsdata.txt to determine how the superseded data were derived.
 GP0134
 GP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE643994(NAD 83)
 GP0134_MARKER: DB = BENCH MARK DISK
 GP0134_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0134_SP_SET: UNSPEC. ROCK
 GP0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0134
 GP0134  HISTORY     - Date     Condition        Report By
 GP0134  HISTORY     - UNK      MONUMENTED       CGS
 GP0134  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0134
 GP0134                          STATION DESCRIPTION
 GP0134
 GP0134'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0134'18.3 MI N FROM CAMERON.
 GP0134'18.3 MILES NORTH ALONG THE 1929 ROUTE OF U.S. HIGHWAY 89 FROM THE
 GP0134'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 100
 GP0134'FEET WEST OF THE OLD HIGHWAY, ON THE SIDE OF A SMALL ROCKY HILL, AND
 GP0134'IN ROCK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0556 ***********************************************************************
 FS0556  DESIGNATION -  P 60
 FS0556  PID         -  FS0556
 FS0556  STATE/COUNTY-  AZ/MOHAVE
 FS0556  USGS QUAD   -  KINGMAN NW (1983)
 FS0556
 FS0556                         *CURRENT SURVEY CONTROL
 FS0556  ___________________________________________________________________
 FS0556* NAD 83(1986)-  35 14 56.     (N)    114 09 28.     (W)     SCALED    
 FS0556* NAVD 88     -       987.392  (meters)    3239.47   (feet)  POSTED    
 FS0556  ___________________________________________________________________
 FS0556  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FS0556  DYNAMIC HT  -         986.240 (meters)    3235.69  (feet)  COMP
 FS0556  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 FS0556
 FS0556  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0556
 FS0556.The horizontal coordinates were scaled from a topographic map and have
 FS0556.an estimated accuracy of +/- 6 seconds.
 FS0556
 FS0556.The orthometric height was determined by differential leveling
 FS0556.and adjusted by the  in 1992.
 FS0556.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0556.rate of 1.1 thru 2.0 mm/km.
 FS0556
 FS0556.The geoid height was determined by GEOID03.
 FS0556
 FS0556.The dynamic height is computed by dividing the NAVD 88
 FS0556.geopotential number by the normal gravity value computed on the
 FS0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0556.degrees latitude (g = 980.6199 gals.).
 FS0556
 FS0556.The modeled gravity was interpolated from observed gravity values.
 FS0556
 FS0556;                    North         East    Units  Estimated Accuracy
 FS0556;SPC AZ W     -   471,280.      176,250.      MT  (+/- 180 meters Scaled)
 FS0556
 FS0556                          SUPERSEDED SURVEY CONTROL
 FS0556
 FS0556  NGVD 29 (??/??/92)  986.595  (m)         3236.85   (f) ADJ UNCH    1 2
 FS0556
 FS0556.Superseded values are not recommended for survey control.
 FS0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0556.See file dsdata.txt to determine how the superseded data were derived.
 FS0556
 FS0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV586043(NAD 83)
 FS0556_MARKER: DB = BENCH MARK DISK
 FS0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0556_STAMPING: P 60 1934
 FS0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0556+STABILITY: SURFACE MOTION
 FS0556
 FS0556  HISTORY     - Date     Condition        Report By
 FS0556  HISTORY     - 1934     MONUMENTED       CGS
 FS0556  HISTORY     - 1940     GOOD             NGS
 FS0556  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0556
 FS0556                          STATION DESCRIPTION
 FS0556
 FS0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0556'8.2 MI NW FROM KINGMAN.
 FS0556'8.2 MILES NORTHWEST ALONG THE OLD CHLORIDE ROAD FROM THE
 FS0556'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN, 0.7
 FS0556'MILE SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 93, 0.5 MILE
 FS0556'NORTHWEST OF THE JUNCTION OF A ROAD LEADING WEST TO KATHERINE,
 FS0556'0.1 MILE NORTHWEST OF THE CROSSING OF A LINE OF POLES, 34 FEET
 FS0556'WEST OF THE CENTERLINE OF THE OLD ROAD, 2 FEET WEST OF A WHITE
 FS0556'WOODEN WITNESS POST, AND 0.5 FOOT NORTHEAST OF A LARGE ROCK
 FS0556'CAIRN 4 FEET HIGH.  A STANDARD DISK, STAMPED P 60 1934 AND SET
 FS0556'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0556
 FS0556                          STATION RECOVERY (1982)
 FS0556
 FS0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0556'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0812 ***********************************************************************
 FR0812  DESIGNATION -  P 61
 FR0812  PID         -  FR0812
 FR0812  STATE/COUNTY-  AZ/COCONINO
 FR0812  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0812
 FR0812                         *CURRENT SURVEY CONTROL
 FR0812  ___________________________________________________________________
 FR0812* NAD 83(1986)-  35 59 58.     (N)    112 12 08.     (W)     SCALED    
 FR0812* NAVD 88     -      1937.460  (meters)    6356.48   (feet)  POSTED    
 FR0812  ___________________________________________________________________
 FR0812  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FR0812  DYNAMIC HT  -        1934.930 (meters)    6348.18  (feet)  COMP
 FR0812  MODELED GRAV-     979,258.0   (mgal)                       NAVD 88
 FR0812
 FR0812  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0812
 FR0812.The horizontal coordinates were scaled from a topographic map and have
 FR0812.an estimated accuracy of +/- 6 seconds.
 FR0812
 FR0812.The orthometric height was determined by differential leveling
 FR0812.and adjusted by the  in 1992.
 FR0812.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0812.rate of 0.0 thru 1.0 mm/km.
 FR0812
 FR0812.The geoid height was determined by GEOID03.
 FR0812
 FR0812.The dynamic height is computed by dividing the NAVD 88
 FR0812.geopotential number by the normal gravity value computed on the
 FR0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0812.degrees latitude (g = 980.6199 gals.).
 FR0812
 FR0812.The modeled gravity was interpolated from observed gravity values.
 FR0812
 FR0812;                    North         East    Units  Estimated Accuracy
 FR0812;SPC AZ C     -   554,490.      187,620.      MT  (+/- 180 meters Scaled)
 FR0812
 FR0812                          SUPERSEDED SURVEY CONTROL
 FR0812
 FR0812  NGVD 29 (??/??/92) 1936.561  (m)         6353.53   (f) ADJ UNCH    2 0
 FR0812
 FR0812.Superseded values are not recommended for survey control.
 FR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0812.See file dsdata.txt to determine how the superseded data were derived.
 FR0812
 FR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE916845(NAD 83)
 FR0812_MARKER: DB = BENCH MARK DISK
 FR0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0812_SP_SET: CULVERT
 FR0812_STAMPING: P-61 1934
 FR0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0812
 FR0812  HISTORY     - Date     Condition        Report By
 FR0812  HISTORY     - 1934     MONUMENTED       CGS
 FR0812
 FR0812                          STATION DESCRIPTION
 FR0812
 FR0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0812'5.5 MI S FROM GRAND CANYON.
 FR0812'5 1/2 MILES SOUTH ON A.T.S.F. RY, FROM EL TOVAR HOTEL.  1 POLE SOUTH
 FR0812'OF MILE POLE 58, IN THE SOUTH END OF THE HEAD WALL OF A 5 FOOT
 FR0812'CONCRETE CULVERT NO. 58-C, AND 16 FEET WEST OF THE CENTERLINE OF THE
 FR0812'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0370 ***********************************************************************
 FQ0370  DESIGNATION -  P 62
 FQ0370  PID         -  FQ0370
 FQ0370  STATE/COUNTY-  AZ/COCONINO
 FQ0370  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0370
 FQ0370                         *CURRENT SURVEY CONTROL
 FQ0370  ___________________________________________________________________
 FQ0370* NAD 83(1986)-  35 55 57.     (N)    111 38 23.     (W)     SCALED    
 FQ0370* NAVD 88     -      1649.121  (meters)    5410.49   (feet)  POSTED    
 FQ0370  ___________________________________________________________________
 FQ0370  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FQ0370  DYNAMIC HT  -        1646.940 (meters)    5403.34  (feet)  COMP
 FQ0370  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 FQ0370
 FQ0370  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0370
 FQ0370.The horizontal coordinates were scaled from a topographic map and have
 FQ0370.an estimated accuracy of +/- 6 seconds.
 FQ0370
 FQ0370.The orthometric height was determined by differential leveling
 FQ0370.and adjusted by the  in 1992.
 FQ0370.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0370.rate of 0.0 thru 1.0 mm/km.
 FQ0370
 FQ0370.The geoid height was determined by GEOID03.
 FQ0370
 FQ0370.The dynamic height is computed by dividing the NAVD 88
 FQ0370.geopotential number by the normal gravity value computed on the
 FQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0370.degrees latitude (g = 980.6199 gals.).
 FQ0370
 FQ0370.The modeled gravity was interpolated from observed gravity values.
 FQ0370
 FQ0370;                    North         East    Units  Estimated Accuracy
 FQ0370;SPC AZ C     -   547,060.      238,350.      MT  (+/- 180 meters Scaled)
 FQ0370
 FQ0370                          SUPERSEDED SURVEY CONTROL
 FQ0370
 FQ0370  NGVD 29 (??/??/92) 1648.136  (m)         5407.26   (f) ADJ UNCH    2 0
 FQ0370
 FQ0370.Superseded values are not recommended for survey control.
 FQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0370.See file dsdata.txt to determine how the superseded data were derived.
 FQ0370
 FQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE422766(NAD 83)
 FQ0370_MARKER: DB = BENCH MARK DISK
 FQ0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0370_SP_SET: BRIDGE
 FQ0370_STAMPING: P 62 1934
 FQ0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0370
 FQ0370  HISTORY     - Date     Condition        Report By
 FQ0370  HISTORY     - 1934     MONUMENTED       CGS
 FQ0370
 FQ0370                          STATION DESCRIPTION
 FQ0370
 FQ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0370'16.5 MI W FROM CAMERON.
 FQ0370'ABOUT 16.5 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0370'COUNTY, AT THE NORTHEAST END OF A STEEL AND CONCRETE BRIDGE, IN THE
 FQ0370'TOP OF THE CURBING, 9 FEET FROM THE NORTHEAST END, AND 12-1/2 FEET
 FQ0370'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FQ0370'P 62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0120 ***********************************************************************
 FQ0120  DESIGNATION -  P 63
 FQ0120  PID         -  FQ0120
 FQ0120  STATE/COUNTY-  AZ/COCONINO
 FQ0120  USGS QUAD   -  HOWELL MESA (1967)
 FQ0120
 FQ0120                         *CURRENT SURVEY CONTROL
 FQ0120  ___________________________________________________________________
 FQ0120* NAD 83(1986)-  35 55 19.     (N)    110 51 53.     (W)     SCALED    
 FQ0120* NAVD 88     -      1909.236  (meters)    6263.89   (feet)  ADJUSTED  
 FQ0120  ___________________________________________________________________
 FQ0120  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 FQ0120  DYNAMIC HT  -        1906.715 (meters)    6255.61  (feet)  COMP
 FQ0120  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 FQ0120
 FQ0120  VERT ORDER  -  SECOND    CLASS 0
 FQ0120
 FQ0120.The horizontal coordinates were scaled from a topographic map and have
 FQ0120.an estimated accuracy of +/- 6 seconds.
 FQ0120
 FQ0120.The orthometric height was determined by differential leveling
 FQ0120.and adjusted in June 1991.
 FQ0120
 FQ0120.The geoid height was determined by GEOID03.
 FQ0120
 FQ0120.The dynamic height is computed by dividing the NAVD 88
 FQ0120.geopotential number by the normal gravity value computed on the
 FQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0120.degrees latitude (g = 980.6199 gals.).
 FQ0120
 FQ0120.The modeled gravity was interpolated from observed gravity values.
 FQ0120
 FQ0120;                    North         East    Units  Estimated Accuracy
 FQ0120;SPC AZ C     -   546,360.      308,290.      MT  (+/- 180 meters Scaled)
 FQ0120
 FQ0120                          SUPERSEDED SURVEY CONTROL
 FQ0120
 FQ0120  NGVD 29 (??/??/92) 1908.270  (m)         6260.72   (f) ADJ UNCH    2 0
 FQ0120
 FQ0120.Superseded values are not recommended for survey control.
 FQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0120.See file dsdata.txt to determine how the superseded data were derived.
 FQ0120
 FQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE122752(NAD 83)
 FQ0120_MARKER: DB = BENCH MARK DISK
 FQ0120_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0120_SP_SET: SANDSTONE OUTCROP
 FQ0120_STAMPING: P 63 1934
 FQ0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0120+STABILITY: POSITION/ELEVATION WELL
 FQ0120
 FQ0120  HISTORY     - Date     Condition        Report By
 FQ0120  HISTORY     - 1934     MONUMENTED       CGS
 FQ0120  HISTORY     - 1967     GOOD             USGS
 FQ0120
 FQ0120                          STATION DESCRIPTION
 FQ0120
 FQ0120'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FQ0120'21.10 MI NW FROM ORAIBI.
 FQ0120'ORAIBI POST OFFICE 0.50 MILE NORTH TO HIGHWAY 264.  THENCE 21.10 MILES
 FQ0120'TO DIM ROAD - RIGHT.  THENCE SOUTHWEST 0.50 MILES TO ROAD Y TO THE
 FQ0120'NORTH, CONTINUE SOUTHWEST 0.2 MILES TO BM P 63.  61 FEET EAST OF A DRY
 FQ0120'WASH, 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A
 FQ0120'LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0005 ***********************************************************************
 FQ0005  DESIGNATION -  P 64
 FQ0005  PID         -  FQ0005
 FQ0005  STATE/COUNTY-  AZ/NAVAJO
 FQ0005  USGS QUAD   -  POLACCA (1991)
 FQ0005
 FQ0005                         *CURRENT SURVEY CONTROL
 FQ0005  ___________________________________________________________________
 FQ0005* NAD 83(1986)-  35 49 52.     (N)    110 23 15.     (W)     SCALED    
 FQ0005* NAVD 88     -      1764.987  (meters)    5790.63   (feet)  ADJUSTED  
 FQ0005  ___________________________________________________________________
 FQ0005  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 FQ0005  DYNAMIC HT  -        1762.685 (meters)    5783.08  (feet)  COMP
 FQ0005  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 FQ0005
 FQ0005  VERT ORDER  -  SECOND    CLASS 0
 FQ0005
 FQ0005.The horizontal coordinates were scaled from a topographic map and have
 FQ0005.an estimated accuracy of +/- 6 seconds.
 FQ0005
 FQ0005.The orthometric height was determined by differential leveling
 FQ0005.and adjusted in June 1991.
 FQ0005
 FQ0005.The geoid height was determined by GEOID03.
 FQ0005
 FQ0005.The dynamic height is computed by dividing the NAVD 88
 FQ0005.geopotential number by the normal gravity value computed on the
 FQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0005.degrees latitude (g = 980.6199 gals.).
 FQ0005
 FQ0005.The modeled gravity was interpolated from observed gravity values.
 FQ0005
 FQ0005;                    North         East    Units  Estimated Accuracy
 FQ0005;SPC AZ E     -   535,800.      193,410.      MT  (+/- 180 meters Scaled)
 FQ0005
 FQ0005                          SUPERSEDED SURVEY CONTROL
 FQ0005
 FQ0005  NGVD 29 (??/??/92) 1764.096  (m)         5787.70   (f) ADJ UNCH    2 0
 FQ0005
 FQ0005.Superseded values are not recommended for survey control.
 FQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0005.See file dsdata.txt to determine how the superseded data were derived.
 FQ0005
 FQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE553653(NAD 83)
 FQ0005_MARKER: DB = BENCH MARK DISK
 FQ0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0005_SP_SET: BUILDING
 FQ0005_STAMPING: P 64 1934
 FQ0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0005
 FQ0005  HISTORY     - Date     Condition        Report By
 FQ0005  HISTORY     - 1934     MONUMENTED       CGS
 FQ0005
 FQ0005                          STATION DESCRIPTION
 FQ0005
 FQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0005'12.8 MI W FROM KEAMS CANYON.
 FQ0005'12.8 MILES WEST ALONG THE ORAIBI ROAD FROM KEAMS CANYON, NAVAJO
 FQ0005'COUNTY, AT POLACCA, AT THE PUBLIC SCHOOL, IN THE SOUTH WALL OF THE
 FQ0005'BUILDING, 5 FEET WEST OF THE SOUTHEAST CORNER, 21 FEET NORTH OF THE
 FQ0005'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD
 FQ0005'DISK, STAMPED P 64 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0214 ***********************************************************************
 ES0214  DESIGNATION -  P 65
 ES0214  PID         -  ES0214
 ES0214  STATE/COUNTY-  AZ/NAVAJO
 ES0214  USGS QUAD   -  O W POINT (1990)
 ES0214
 ES0214                         *CURRENT SURVEY CONTROL
 ES0214  ___________________________________________________________________
 ES0214* NAD 83(1986)-  34 19 48.     (N)    110 50 23.     (W)     SCALED    
 ES0214* NAVD 88     -      2331.780  (meters)    7650.18   (feet)  ADJUSTED  
 ES0214  ___________________________________________________________________
 ES0214  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES0214  DYNAMIC HT  -        2328.201 (meters)    7638.44  (feet)  COMP
 ES0214  MODELED GRAV-     979,015.9   (mgal)                       NAVD 88
 ES0214
 ES0214  VERT ORDER  -  SECOND    CLASS 0
 ES0214
 ES0214.The horizontal coordinates were scaled from a topographic map and have
 ES0214.an estimated accuracy of +/- 6 seconds.
 ES0214
 ES0214.The orthometric height was determined by differential leveling
 ES0214.and adjusted in June 1991.
 ES0214
 ES0214.The geoid height was determined by GEOID03.
 ES0214
 ES0214.The dynamic height is computed by dividing the NAVD 88
 ES0214.geopotential number by the normal gravity value computed on the
 ES0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0214.degrees latitude (g = 980.6199 gals.).
 ES0214
 ES0214.The modeled gravity was interpolated from observed gravity values.
 ES0214
 ES0214;                    North         East    Units  Estimated Accuracy
 ES0214;SPC AZ E     -   369,460.      151,430.      MT  (+/- 180 meters Scaled)
 ES0214
 ES0214                          SUPERSEDED SURVEY CONTROL
 ES0214
 ES0214  NGVD 29 (??/??/92) 2330.714  (m)         7646.68   (f) ADJ UNCH    2 0
 ES0214
 ES0214.Superseded values are not recommended for survey control.
 ES0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0214.See file dsdata.txt to determine how the superseded data were derived.
 ES0214
 ES0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC147987(NAD 83)
 ES0214_MARKER: DB = BENCH MARK DISK
 ES0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0214_STAMPING: P-65 1934
 ES0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0214+STABILITY: SURFACE MOTION
 ES0214
 ES0214  HISTORY     - Date     Condition        Report By
 ES0214  HISTORY     - 1934     MONUMENTED       CGS
 ES0214
 ES0214                          STATION DESCRIPTION
 ES0214
 ES0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0214'18.8 MI SW FROM HEBER.
 ES0214'ON GLOBE-HOLBROOK
 ES0214'ROAD, 70 FT. WEST OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0502 ***********************************************************************
 DU0502  DESIGNATION -  P 67
 DU0502  PID         -  DU0502
 DU0502  STATE/COUNTY-  AZ/PINAL
 DU0502  USGS QUAD   -  GRAYBACK (1964)
 DU0502
 DU0502                         *CURRENT SURVEY CONTROL
 DU0502  ___________________________________________________________________
 DU0502* NAD 83(1986)-  33 06 48.     (N)    111 03 31.     (W)     SCALED    
 DU0502* NAVD 88     -       521.72   (+/-2cm)    1711.7    (feet)  VERTCON   
 DU0502  ___________________________________________________________________
 DU0502  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DU0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0502
 DU0502.The horizontal coordinates were scaled from a topographic map and have
 DU0502.an estimated accuracy of +/- 6 seconds.
 DU0502
 DU0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0502.The vertical order pertains to the NGVD 29 superseded value.
 DU0502
 DU0502.The geoid height was determined by GEOID03.
 DU0502
 DU0502;                    North         East    Units  Estimated Accuracy
 DU0502;SPC AZ C     -   234,650.      293,440.      MT  (+/- 180 meters Scaled)
 DU0502
 DU0502                          SUPERSEDED SURVEY CONTROL
 DU0502
 DU0502  NGVD 29 (??/??/92)  521.082  (m)         1709.58   (f) ADJ UNCH    2 0
 DU0502
 DU0502.Superseded values are not recommended for survey control.
 DU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0502.See file dsdata.txt to determine how the superseded data were derived.
 DU0502
 DU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB945638(NAD 83)
 DU0502_MARKER: DB = BENCH MARK DISK
 DU0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0502_STAMPING: P 67 1934
 DU0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0502+STABILITY: SURFACE MOTION
 DU0502
 DU0502  HISTORY     - Date     Condition        Report By
 DU0502  HISTORY     - 1934     MONUMENTED       CGS
 DU0502
 DU0502                          STATION DESCRIPTION
 DU0502
 DU0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0502'6.6 MI W FROM RAY JUNCTION.
 DU0502'6.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM RAY
 DU0502'JUNCTION, 5.8 MILES EAST OF COCHRAN, 16 FEET EAST OF MILEPOST 981, 30
 DU0502'FEET NORTH OF A ROCK MOUNTAIN, AND 17 FEET NORTH OF THE CENTERLINE OF
 DU0502'THE TRACK.  A STANDARD DISK, STAMPED P 67 1934 AND SET IN THE TOP OF A
 DU0502'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0551 ***********************************************************************
 DU0551  DESIGNATION -  P 68
 DU0551  PID         -  DU0551
 DU0551  STATE/COUNTY-  AZ/PINAL
 DU0551  USGS QUAD   -  FLORENCE (1981)
 DU0551
 DU0551                         *CURRENT SURVEY CONTROL
 DU0551  ___________________________________________________________________
 DU0551* NAD 83(1986)-  33 05 05.     (N)    111 27 16.     (W)     SCALED    
 DU0551* NAVD 88     -       462.846  (meters)    1518.52   (feet)  ADJUSTED  
 DU0551  ___________________________________________________________________
 DU0551  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0551  DYNAMIC HT  -         462.283 (meters)    1516.67  (feet)  COMP
 DU0551  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 DU0551  OBS GRAVITY -     979,407.7   (mgal)                       GRAV_OBS
 DU0551
 DU0551  VERT ORDER  -  FIRST     CLASS II
 DU0551
 DU0551.The horizontal coordinates were scaled from a topographic map and have
 DU0551.an estimated accuracy of +/- 6 seconds.
 DU0551
 DU0551.The orthometric height was determined by differential leveling
 DU0551.and adjusted in November 1993.
 DU0551
 DU0551.The geoid height was determined by GEOID03.
 DU0551
 DU0551.The dynamic height is computed by dividing the NAVD 88
 DU0551.geopotential number by the normal gravity value computed on the
 DU0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0551.degrees latitude (g = 980.6199 gals.).
 DU0551
 DU0551.The modeled gravity was interpolated from observed gravity values.
 DU0551.The observed gravity was obtained from relative gravimeter ties
 DU0551.to the IGSN71 gravity network.
 DU0551
 DU0551;                    North         East    Units  Estimated Accuracy
 DU0551;SPC AZ C     -   231,240.      256,510.      MT  (+/- 180 meters Scaled)
 DU0551
 DU0551                          SUPERSEDED SURVEY CONTROL
 DU0551
 DU0551  NGVD 29 (??/??/92)  462.266  (m)         1516.62   (f) ADJ UNCH    1 2
 DU0551
 DU0551.Superseded values are not recommended for survey control.
 DU0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0551.See file dsdata.txt to determine how the superseded data were derived.
 DU0551
 DU0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB575607(NAD 83)
 DU0551_MARKER: DB = BENCH MARK DISK
 DU0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0551_SP_SET: CONCRETE POST
 DU0551_STAMPING: P 68 1934
 DU0551_MARK LOGO: CGS   
 DU0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0551+STABILITY: SURFACE MOTION
 DU0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0551+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 DU0551
 DU0551  HISTORY     - Date     Condition        Report By
 DU0551  HISTORY     - 1934     MONUMENTED       CGS
 DU0551  HISTORY     - 1967     GOOD             NGS
 DU0551  HISTORY     - 19920110 GOOD             NGS
 DU0551  HISTORY     - 20070509 GOOD             GEOCAC
 DU0551
 DU0551                          STATION DESCRIPTION
 DU0551
 DU0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0551'4.2 MI SE FROM MAGMA.
 DU0551'ABOUT 4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0551'STATION SIGN AT MAGMA, OR ABOUT 0.25 MILE NORTH ALONG PINAL STREET
 DU0551'FROM THE COURTHOUSE AT FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH
 DU0551'STREET WHICH IS U. S. HIGHWAY 89 BUSINESS ROUTE, THENCE 1.5 MILES
 DU0551'NORTH ALONG U. S. HIGHWAYS 80 AND 89, THENCE 0.5 MILE WEST ALONG HUNT
 DU0551'HIGHWAY, THENCE 5.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 DU0551'RAILROAD, IN SECTION 17, T 4 S, R 9 E, 0.15 MILE SOUTHEAST OF A
 DU0551'CROSSING OF THE RAILROAD AND A DIRT ROAD, 30 1/2 FEET SOUTH WEST OF
 DU0551'THE SOUTHWEST RAIL OF THE TRACK, 26 FEET NORTHWEST OF MILEPOST 954,
 DU0551'1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 DU0551'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DU0551'INCHES.
 DU0551
 DU0551                          STATION RECOVERY (1992)
 DU0551
 DU0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0551'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0551'FROM THE JUNCTION OF STATE HIIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0551'THENCE 4.9 KM (3.05 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 3.8 KM
 DU0551'(2.35 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.2 KM
 DU0551'(0.10 MI) SOUTHEAST OF THE INTERSECTION OF FELIX ROAD, 9.4 M (30.8
 DU0551'FT) SOUTHWEST OF THE NEAR RAIL, 8.3 M (27.2 FT) WEST OF MILEPOST 954,
 DU0551'4.4 M (14.4 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF A DIRT
 DU0551'ROAD, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS
 DU0551'FLUSH WITH THE GROUND SURFACE.
 DU0551
 DU0551                          STATION RECOVERY (2007)
 DU0551
 DU0551'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0225 ***********************************************************************
 DT0225  DESIGNATION -  P 69
 DT0225  PID         -  DT0225
 DT0225  STATE/COUNTY-  AZ/GREENLEE
 DT0225  USGS QUAD   -  BEAVERHEAD (1991)
 DT0225
 DT0225                         *CURRENT SURVEY CONTROL
 DT0225  ___________________________________________________________________
 DT0225* NAD 83(1986)-  33 41 58.     (N)    109 12 26.     (W)     SCALED    
 DT0225* NAVD 88     -      2467.082  (meters)    8094.08   (feet)  ADJUSTED  
 DT0225  ___________________________________________________________________
 DT0225  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DT0225  DYNAMIC HT  -        2463.019 (meters)    8080.75  (feet)  COMP
 DT0225  MODELED GRAV-     978,900.3   (mgal)                       NAVD 88
 DT0225
 DT0225  VERT ORDER  -  SECOND    CLASS 0
 DT0225
 DT0225.The horizontal coordinates were scaled from a topographic map and have
 DT0225.an estimated accuracy of +/- 6 seconds.
 DT0225
 DT0225.The orthometric height was determined by differential leveling
 DT0225.and adjusted in June 1991.
 DT0225
 DT0225.The geoid height was determined by GEOID03.
 DT0225
 DT0225.The dynamic height is computed by dividing the NAVD 88
 DT0225.geopotential number by the normal gravity value computed on the
 DT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0225.degrees latitude (g = 980.6199 gals.).
 DT0225
 DT0225.The modeled gravity was interpolated from observed gravity values.
 DT0225
 DT0225;                    North         East    Units  Estimated Accuracy
 DT0225;SPC AZ E     -   299,730.      302,300.      MT  (+/- 180 meters Scaled)
 DT0225
 DT0225                          SUPERSEDED SURVEY CONTROL
 DT0225
 DT0225  NGVD 29 (??/??/92) 2465.992  (m)         8090.51   (f) ADJ UNCH    2 0
 DT0225
 DT0225.Superseded values are not recommended for survey control.
 DT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0225.See file dsdata.txt to determine how the superseded data were derived.
 DT0225
 DT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC661302(NAD 83)
 DT0225_MARKER: DB = BENCH MARK DISK
 DT0225_SETTING: 66 = SET IN ROCK OUTCROP
 DT0225_SP_SET: MALPAIS ROCK
 DT0225_STAMPING: P-69 1934
 DT0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0225+STABILITY: POSITION/ELEVATION WELL
 DT0225
 DT0225  HISTORY     - Date     Condition        Report By
 DT0225  HISTORY     - 1934     MONUMENTED       CGS
 DT0225
 DT0225                          STATION DESCRIPTION
 DT0225
 DT0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0225'15.2 MI S FROM ALPINE.
 DT0225'15.2 MI SOUTH ON STATE HWY NO. 71 ABOUT 100 FEET SOUTH OF A CURVE IN
 DT0225'THE HIGHWAY, AND 28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0238 ***********************************************************************
 GP0238  DESIGNATION -  P 7
 GP0238  PID         -  GP0238
 GP0238  STATE/COUNTY-  AZ/COCONINO
 GP0238  USGS QUAD   -  FERRY SWALE (1985)
 GP0238
 GP0238                         *CURRENT SURVEY CONTROL
 GP0238  ___________________________________________________________________
 GP0238* NAD 83(1986)-  36 52 46.     (N)    111 32 16.     (W)     SCALED    
 GP0238* NAVD 88     -       967.364  (meters)    3173.76   (feet)  POSTED    
 GP0238  ___________________________________________________________________
 GP0238  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0238  DYNAMIC HT  -         966.260 (meters)    3170.14  (feet)  COMP
 GP0238  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 GP0238
 GP0238  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0238
 GP0238.The horizontal coordinates were scaled from a topographic map and have
 GP0238.an estimated accuracy of +/- 6 seconds.
 GP0238
 GP0238.The orthometric height was determined by differential leveling
 GP0238.and adjusted by the  in 1992.
 GP0238.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0238.rate of 0.0 thru 1.0 mm/km.
 GP0238
 GP0238.The geoid height was determined by GEOID03.
 GP0238
 GP0238.The dynamic height is computed by dividing the NAVD 88
 GP0238.geopotential number by the normal gravity value computed on the
 GP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0238.degrees latitude (g = 980.6199 gals.).
 GP0238
 GP0238.The modeled gravity was interpolated from observed gravity values.
 GP0238
 GP0238;                    North         East    Units  Estimated Accuracy
 GP0238;SPC AZ C     -   652,160.      247,140.      MT  (+/- 180 meters Scaled)
 GP0238
 GP0238                          SUPERSEDED SURVEY CONTROL
 GP0238
 GP0238  NGVD 29 (??/??/92)  966.462  (m)         3170.80   (f) ADJ UNCH    1 2
 GP0238
 GP0238.Superseded values are not recommended for survey control.
 GP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0238.See file dsdata.txt to determine how the superseded data were derived.
 GP0238
 GP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF520816(NAD 83)
 GP0238_MARKER: DB = BENCH MARK DISK
 GP0238_SETTING: 66 = SET IN ROCK OUTCROP
 GP0238_SP_SET: SANDSTONE BLUFF
 GP0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0238+STABILITY: POSITION/ELEVATION WELL
 GP0238
 GP0238  HISTORY     - Date     Condition        Report By
 GP0238  HISTORY     - UNK      MONUMENTED       CGS
 GP0238  HISTORY     - 1934     MARK NOT FOUND   NGS
 GP0238
 GP0238                          STATION DESCRIPTION
 GP0238
 GP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0238'9.0 MI NE FROM LEES FERRY.
 GP0238'9.0 MILES UPSTREAM ALONG COLORADO RIVER FROM LEES FERRY, COCONINO
 GP0238'COUNTY, ON THE LEFT-HAND BANK OF THE RIVER LOOKING UPSTREAM, OPPOSITE
 GP0238'THE OUTLET OF A LARGE SPRING, AND IN A RED SANDSTONE BLUFF.  A
 GP0238'STANDARD DISK.  NOTE-- THIS MARK CAN BE REACHED ONLY BY BOAT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0139 ***********************************************************************
 FQ0139  DESIGNATION -  P 70
 FQ0139  PID         -  FQ0139
 FQ0139  STATE/COUNTY-  AZ/NAVAJO
 FQ0139  USGS QUAD   -  MOWA'API (1991)
 FQ0139
 FQ0139                         *CURRENT SURVEY CONTROL
 FQ0139  ___________________________________________________________________
 FQ0139* NAD 83(1986)-  35 49 56.     (N)    110 38 42.     (W)     SCALED    
 FQ0139* NAVD 88     -      1684.523  (meters)    5526.64   (feet)  ADJUSTED  
 FQ0139  ___________________________________________________________________
 FQ0139  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 FQ0139  DYNAMIC HT  -        1682.359 (meters)    5519.54  (feet)  COMP
 FQ0139  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 FQ0139
 FQ0139  VERT ORDER  -  SECOND    CLASS 0
 FQ0139
 FQ0139.The horizontal coordinates were scaled from a topographic map and have
 FQ0139.an estimated accuracy of +/- 6 seconds.
 FQ0139
 FQ0139.The orthometric height was determined by differential leveling
 FQ0139.and adjusted in June 1991.
 FQ0139
 FQ0139.The geoid height was determined by GEOID03.
 FQ0139
 FQ0139.The dynamic height is computed by dividing the NAVD 88
 FQ0139.geopotential number by the normal gravity value computed on the
 FQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0139.degrees latitude (g = 980.6199 gals.).
 FQ0139
 FQ0139.The modeled gravity was interpolated from observed gravity values.
 FQ0139
 FQ0139;                    North         East    Units  Estimated Accuracy
 FQ0139;SPC AZ E     -   536,000.      170,150.      MT  (+/- 180 meters Scaled)
 FQ0139
 FQ0139                          SUPERSEDED SURVEY CONTROL
 FQ0139
 FQ0139  NGVD 29 (??/??/92) 1683.656  (m)         5523.79   (f) ADJ UNCH    2 0
 FQ0139
 FQ0139.Superseded values are not recommended for survey control.
 FQ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0139.See file dsdata.txt to determine how the superseded data were derived.
 FQ0139
 FQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE320653(NAD 83)
 FQ0139_MARKER: DB = BENCH MARK DISK
 FQ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0139_STAMPING: P 70 1934
 FQ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0139+STABILITY: SURFACE MOTION
 FQ0139
 FQ0139  HISTORY     - Date     Condition        Report By
 FQ0139  HISTORY     - 1934     MONUMENTED       CGS
 FQ0139  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0139
 FQ0139                          STATION DESCRIPTION
 FQ0139
 FQ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0139'3.5 MI S FROM ORAIBI.
 FQ0139'ABOUT 3.5 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0139'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.1 MILE FROM THE SOUTH END OF
 FQ0139'A TANGENT, AND 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 FQ0139'STANDARD DISK, STAMPED P 70 1934 AND SET IN THE TOP OF A CONCRETE
 FQ0139'POST.  NOTE-- SAND IS SHIFTED IN THIS AREA QUITE FREQUENTLY AND THIS
 FQ0139'BM IS PROBABLY COVERED BY SAND.
 FQ0139
 FQ0139                          STATION RECOVERY (1965)
 FQ0139
 FQ0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0086 ***********************************************************************
 FQ0086  DESIGNATION -  P 71
 FQ0086  PID         -  FQ0086
 FQ0086  STATE/COUNTY-  AZ/COCONINO
 FQ0086  USGS QUAD   -  OLD LEUPP (1986)
 FQ0086
 FQ0086                         *CURRENT SURVEY CONTROL
 FQ0086  ___________________________________________________________________
 FQ0086* NAD 83(1986)-  35 16 20.     (N)    110 58 35.     (W)     SCALED    
 FQ0086* NAVD 88     -      1437.800  (meters)    4717.18   (feet)  ADJUSTED  
 FQ0086  ___________________________________________________________________
 FQ0086  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FQ0086  DYNAMIC HT  -        1435.946 (meters)    4711.10  (feet)  COMP
 FQ0086  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 FQ0086
 FQ0086  VERT ORDER  -  SECOND    CLASS 0
 FQ0086
 FQ0086.The horizontal coordinates were scaled from a topographic map and have
 FQ0086.an estimated accuracy of +/- 6 seconds.
 FQ0086
 FQ0086.The orthometric height was determined by differential leveling
 FQ0086.and adjusted in June 1991.
 FQ0086
 FQ0086.The geoid height was determined by GEOID03.
 FQ0086
 FQ0086.The dynamic height is computed by dividing the NAVD 88
 FQ0086.geopotential number by the normal gravity value computed on the
 FQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0086.degrees latitude (g = 980.6199 gals.).
 FQ0086
 FQ0086.The modeled gravity was interpolated from observed gravity values.
 FQ0086
 FQ0086;                    North         East    Units  Estimated Accuracy
 FQ0086;SPC AZ C     -   474,180.      298,900.      MT  (+/- 180 meters Scaled)
 FQ0086
 FQ0086                          SUPERSEDED SURVEY CONTROL
 FQ0086
 FQ0086  NGVD 29 (??/??/92) 1437.049  (m)         4714.72   (f) ADJ UNCH    2 0
 FQ0086
 FQ0086.Superseded values are not recommended for survey control.
 FQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0086.See file dsdata.txt to determine how the superseded data were derived.
 FQ0086
 FQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE021032(NAD 83)
 FQ0086_MARKER: DB = BENCH MARK DISK
 FQ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0086_STAMPING: P 71 1934
 FQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0086+STABILITY: SURFACE MOTION
 FQ0086
 FQ0086  HISTORY     - Date     Condition        Report By
 FQ0086  HISTORY     - 1934     MONUMENTED       CGS
 FQ0086
 FQ0086                          STATION DESCRIPTION
 FQ0086
 FQ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0086'1.8 MI NW FROM LEUPP.
 FQ0086'1.8 MILES NORTHWEST ALONG THE ROAD FROM LEUPP, COCONINO COUNTY, TOWARD
 FQ0086'ORAIBI, ABOUT 0.1 MILE NORTHWEST OF A ROW OF POLES, AND 67 FEET
 FQ0086'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FQ0086'P 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0267 ***********************************************************************
 CY0267  DESIGNATION -  P 73
 CY0267  PID         -  CY0267
 CY0267  STATE/COUNTY-  AZ/GREENLEE
 CY0267  USGS QUAD   -  SHELDON (1986)
 CY0267
 CY0267                         *CURRENT SURVEY CONTROL
 CY0267  ___________________________________________________________________
 CY0267* NAD 83(1986)-  32 48 34.     (N)    109 10 41.     (W)     SCALED    
 CY0267* NAVD 88     -      1087.53   (+/-2cm)    3568.0    (feet)  VERTCON   
 CY0267  ___________________________________________________________________
 CY0267  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CY0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0267
 CY0267.The horizontal coordinates were scaled from a topographic map and have
 CY0267.an estimated accuracy of +/- 6 seconds.
 CY0267
 CY0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0267.The vertical order pertains to the NGVD 29 superseded value.
 CY0267
 CY0267.The geoid height was determined by GEOID03.
 CY0267
 CY0267;                    North         East    Units  Estimated Accuracy
 CY0267;SPC AZ E     -   201,050.      305,940.      MT  (+/- 180 meters Scaled)
 CY0267
 CY0267                          SUPERSEDED SURVEY CONTROL
 CY0267
 CY0267  NGVD 29 (??/??/92) 1086.849  (m)         3565.77   (f) ADJ UNCH    2 0
 CY0267
 CY0267.Superseded values are not recommended for survey control.
 CY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0267.See file dsdata.txt to determine how the superseded data were derived.
 CY0267
 CY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB705316(NAD 83)
 CY0267_MARKER: DB = BENCH MARK DISK
 CY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0267_STAMPING: P-73 1934
 CY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0267+STABILITY: SURFACE MOTION
 CY0267
 CY0267  HISTORY     - Date     Condition        Report By
 CY0267  HISTORY     - 1934     MONUMENTED       CGS
 CY0267
 CY0267                          STATION DESCRIPTION
 CY0267
 CY0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0267'IN SHELDON.
 CY0267'IN MI. ZONE 1192, 75 FT. N.E. OF SHELDON STA., 20 FT. N. OF SIGN BOARD
 CY0267'SHELDON, AND 35 FT. W. OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0333 ***********************************************************************
 DT0333  DESIGNATION -  P 74
 DT0333  PID         -  DT0333
 DT0333  STATE/COUNTY-  AZ/GREENLEE
 DT0333  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0333
 DT0333                         *CURRENT SURVEY CONTROL
 DT0333  ___________________________________________________________________
 DT0333* NAD 83(1986)-  33 16 23.     (N)    109 21 26.     (W)     SCALED    
 DT0333* NAVD 88     -      1877.897  (meters)    6161.07   (feet)  ADJUSTED  
 DT0333  ___________________________________________________________________
 DT0333  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 DT0333  DYNAMIC HT  -        1875.020 (meters)    6151.63  (feet)  COMP
 DT0333  MODELED GRAV-     979,037.8   (mgal)                       NAVD 88
 DT0333
 DT0333  VERT ORDER  -  SECOND    CLASS 0
 DT0333
 DT0333.The horizontal coordinates were scaled from a topographic map and have
 DT0333.an estimated accuracy of +/- 6 seconds.
 DT0333
 DT0333.The orthometric height was determined by differential leveling
 DT0333.and adjusted in June 1991.
 DT0333
 DT0333.The geoid height was determined by GEOID03.
 DT0333
 DT0333.The dynamic height is computed by dividing the NAVD 88
 DT0333.geopotential number by the normal gravity value computed on the
 DT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0333.degrees latitude (g = 980.6199 gals.).
 DT0333
 DT0333.The modeled gravity was interpolated from observed gravity values.
 DT0333
 DT0333;                    North         East    Units  Estimated Accuracy
 DT0333;SPC AZ E     -   252,320.      288,770.      MT  (+/- 180 meters Scaled)
 DT0333
 DT0333                          SUPERSEDED SURVEY CONTROL
 DT0333
 DT0333  NGVD 29 (??/??/92) 1877.031  (m)         6158.23   (f) ADJ UNCH    2 0
 DT0333
 DT0333.Superseded values are not recommended for survey control.
 DT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0333.See file dsdata.txt to determine how the superseded data were derived.
 DT0333
 DT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB529827(NAD 83)
 DT0333_MARKER: DB = BENCH MARK DISK
 DT0333_SETTING: 66 = SET IN ROCK OUTCROP
 DT0333_SP_SET: OUTCROP
 DT0333_STAMPING: P-74 1934
 DT0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0333+STABILITY: POSITION/ELEVATION WELL
 DT0333
 DT0333  HISTORY     - Date     Condition        Report By
 DT0333  HISTORY     - 1934     MONUMENTED       CGS
 DT0333  HISTORY     - 1967     GOOD             USGS
 DT0333
 DT0333                          STATION DESCRIPTION
 DT0333
 DT0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0333'24.6 MI N FROM CLIFTON.
 DT0333'24.6 MI NORTH ON STATE HWY NO. 71, FROM P.O. 53 YDS SOUTHEAST OF A
 DT0333'SUMMIT ON THE HIGHWAY, ABOUT 16 FEET SOUTHEAST OF A JUNIPER TREE WITH
 DT0333'3-6 INCH LIMBS BRANCHING OUT CLOSE TO THE GROUND, AND 74 FEET EAST OF
 DT0333'THE CENTERLINE OF THE HIGHWAY.  SET IN A MALPAIS OUTCROP, ABOUT 6 FEET
 DT0333'ABOVE THE ROAD SURFACE.
 DT0333
 DT0333                          STATION RECOVERY (1967)
 DT0333
 DT0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0240 ***********************************************************************
 CG0240  DESIGNATION -  P 75 RESET
 CG0240  PID         -  CG0240
 CG0240  STATE/COUNTY-  AZ/PIMA
 CG0240  USGS QUAD   -  SAHUARITA (1981)
 CG0240
 CG0240                         *CURRENT SURVEY CONTROL
 CG0240  ___________________________________________________________________
 CG0240* NAD 83(1986)-  31 58 14.     (N)    110 57 16.     (W)     SCALED    
 CG0240* NAVD 88     -       820.09   (+/-2cm)    2690.6    (feet)  VERTCON   
 CG0240  ___________________________________________________________________
 CG0240  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0240  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0240
 CG0240.The horizontal coordinates were scaled from a topographic map and have
 CG0240.an estimated accuracy of +/- 6 seconds.
 CG0240
 CG0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0240.The vertical order pertains to the NGVD 29 superseded value.
 CG0240
 CG0240.The geoid height was determined by GEOID03.
 CG0240
 CG0240;                    North         East    Units  Estimated Accuracy
 CG0240;SPC AZ C     -   108,010.      304,310.      MT  (+/- 180 meters Scaled)
 CG0240
 CG0240                          SUPERSEDED SURVEY CONTROL
 CG0240
 CG0240  NGVD 29 (??/??/92)  819.45   (m)         2688.5    (f) COMPUTED    1 2
 CG0240
 CG0240.Superseded values are not recommended for survey control.
 CG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0240.See file dsdata.txt to determine how the superseded data were derived.
 CG0240
 CG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA043371(NAD 83)
 CG0240_MARKER: DB = BENCH MARK DISK
 CG0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0240_STAMPING: P 75 1934 RESET 1953
 CG0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0240+STABILITY: SURFACE MOTION
 CG0240
 CG0240  HISTORY     - Date     Condition        Report By
 CG0240  HISTORY     - 1953     MONUMENTED       CGS
 CG0240  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0240  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0240
 CG0240                          STATION DESCRIPTION
 CG0240
 CG0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0240'0.8 MI N FROM SAHUARITA.
 CG0240'0.8 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0240'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 0.1 MILE
 CG0240'NORTH OF A WHITE ADOBE SECTION HOUSE, 23 1/2 FEET NORTHWEST OF
 CG0240'MILEPOLE 1002, 94 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 89, 59
 CG0240'FEET EAST OF MILEPOST 49 OF THE HIGHWAY, 48.3 FEET WEST OF THE WEST
 CG0240'RAIL, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 CG0240'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 CG0240'THE GROUND.
 CG0240
 CG0240                          STATION RECOVERY (1980)
 CG0240
 CG0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0240'AREA DESCRIBED HAS BEEN PLOWED, MARK WAS SEARCHED FOR BUT NOT
 CG0240'RECOVERED.
 CG0240
 CG0240                          STATION RECOVERY (1995)
 CG0240
 CG0240'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0153 ***********************************************************************
 CG0153  DESIGNATION -  P 77
 CG0153  PID         -  CG0153
 CG0153  STATE/COUNTY-  AZ/COCHISE
 CG0153  USGS QUAD   -  HUACHUCA CITY (1982)
 CG0153
 CG0153                         *CURRENT SURVEY CONTROL
 CG0153  ___________________________________________________________________
 CG0153* NAD 83(1986)-  31 38 36.     (N)    110 20 46.     (W)     SCALED    
 CG0153* NAVD 88     -      1306.32   (+/-2cm)    4285.8    (feet)  VERTCON   
 CG0153  ___________________________________________________________________
 CG0153  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CG0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0153
 CG0153.The horizontal coordinates were scaled from a topographic map and have
 CG0153.an estimated accuracy of +/- 6 seconds.
 CG0153
 CG0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0153.The vertical order pertains to the NGVD 29 superseded value.
 CG0153
 CG0153.The geoid height was determined by GEOID03.
 CG0153
 CG0153;                    North         East    Units  Estimated Accuracy
 CG0153;SPC AZ E     -    71,340.      196,340.      MT  (+/- 180 meters Scaled)
 CG0153
 CG0153                          SUPERSEDED SURVEY CONTROL
 CG0153
 CG0153  NGVD 29 (??/??/92) 1305.463  (m)         4283.01   (f) ADJ UNCH    2 0
 CG0153
 CG0153.Superseded values are not recommended for survey control.
 CG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0153.See file dsdata.txt to determine how the superseded data were derived.
 CG0153
 CG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA620010(NAD 83)
 CG0153_MARKER: DB = BENCH MARK DISK
 CG0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0153_STAMPING: P 77 1934
 CG0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0153+STABILITY: SURFACE MOTION
 CG0153
 CG0153  HISTORY     - Date     Condition        Report By
 CG0153  HISTORY     - 1934     MONUMENTED       CGS
 CG0153  HISTORY     - 1935     GOOD             NGS
 CG0153  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CG0153
 CG0153                          STATION DESCRIPTION
 CG0153
 CG0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0153'11.4 MI E FROM ELGIN.
 CG0153'IN COCHISE COUNTY, 11.4 MILES EAST ALONG THE SOUTHERN PACIFIC CO.
 CG0153'RAILROAD FROM ELGIN, SANTA CRUZ COUNTY, 11.3 MILES WEST OF FAIRBANK,
 CG0153'225 FEET WEST OF THE STATION SIGN AT CAMPSTONE, ABOUT 100 YARDS NORTH
 CG0153'OF A STORE BUILDING, 50 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN
 CG0153'TRACK, AND 35 FEET SOUTHEAST OF A FENCE LINE.  A STANDARD DISK,
 CG0153'STAMPED P 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CG0153
 CG0153                          STATION RECOVERY (1998)
 CG0153
 CG0153'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0114 ***********************************************************************
 CG0114  DESIGNATION -  P 78
 CG0114  PID         -  CG0114
 CG0114  STATE/COUNTY-  AZ/COCHISE
 CG0114  USGS QUAD   -  MESCAL (1983)
 CG0114
 CG0114                         *CURRENT SURVEY CONTROL
 CG0114  ___________________________________________________________________
 CG0114* NAD 83(1986)-  31 58 24.     (N)    110 22 44.     (W)     SCALED    
 CG0114* NAVD 88     -      1242.47   (+/-2cm)    4076.3    (feet)  VERTCON   
 CG0114  ___________________________________________________________________
 CG0114  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0114
 CG0114.The horizontal coordinates were scaled from a topographic map and have
 CG0114.an estimated accuracy of +/- 6 seconds.
 CG0114
 CG0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0114.The vertical order pertains to the NGVD 29 superseded value.
 CG0114
 CG0114.The geoid height was determined by GEOID03.
 CG0114
 CG0114;                    North         East    Units  Estimated Accuracy
 CG0114;SPC AZ E     -   107,930.      193,300.      MT  (+/- 180 meters Scaled)
 CG0114
 CG0114                          SUPERSEDED SURVEY CONTROL
 CG0114
 CG0114  NGVD 29 (??/??/92) 1241.657  (m)         4073.67   (f) ADJ UNCH    2 0
 CG0114
 CG0114.Superseded values are not recommended for survey control.
 CG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0114.See file dsdata.txt to determine how the superseded data were derived.
 CG0114
 CG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA586376(NAD 83)
 CG0114_MARKER: DB = BENCH MARK DISK
 CG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0114_STAMPING: P 78 1934
 CG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0114+STABILITY: SURFACE MOTION
 CG0114
 CG0114  HISTORY     - Date     Condition        Report By
 CG0114  HISTORY     - 1934     MONUMENTED       CGS
 CG0114
 CG0114                          STATION DESCRIPTION
 CG0114
 CG0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0114'3.9 MI SE FROM MESCAL.
 CG0114'3.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0114'STATION AT MESCAL, COCHISE COUNTY, 1-3/4 POLES NORTHWEST OF MILEPOST
 CG0114'1026, 110 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 90 FEET
 CG0114'SOUTHEAST OF A FENCE CORNER, AND 20 FEET SOUTHEAST OF A FENCE.  A
 CG0114'STANDARD DISK, STAMPED P 78 1934 AND SET IN THE TOP OF A CONCRETE
 CG0114'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0167 ***********************************************************************
 CF0167  DESIGNATION -  P 79
 CF0167  PID         -  CF0167
 CF0167  STATE/COUNTY-  AZ/COCHISE
 CF0167  USGS QUAD   -  PEARCE (1985)
 CF0167
 CF0167                         *CURRENT SURVEY CONTROL
 CF0167  ___________________________________________________________________
 CF0167* NAD 83(1986)-  31 58 52.     (N)    109 51 02.     (W)     SCALED    
 CF0167* NAVD 88     -      1294.694  (meters)    4247.68   (feet)  ADJUSTED  
 CF0167  ___________________________________________________________________
 CF0167  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0167  DYNAMIC HT  -        1292.715 (meters)    4241.18  (feet)  COMP
 CF0167  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 CF0167
 CF0167  VERT ORDER  -  FIRST     CLASS II
 CF0167
 CF0167.The horizontal coordinates were scaled from a topographic map and have
 CF0167.an estimated accuracy of +/- 6 seconds.
 CF0167
 CF0167.The orthometric height was determined by differential leveling
 CF0167.and adjusted in June 1991.
 CF0167
 CF0167.The geoid height was determined by GEOID03.
 CF0167
 CF0167.The dynamic height is computed by dividing the NAVD 88
 CF0167.geopotential number by the normal gravity value computed on the
 CF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0167.degrees latitude (g = 980.6199 gals.).
 CF0167
 CF0167.The modeled gravity was interpolated from observed gravity values.
 CF0167
 CF0167;                    North         East    Units  Estimated Accuracy
 CF0167;SPC AZ E     -   108,820.      243,230.      MT  (+/- 180 meters Scaled)
 CF0167
 CF0167                          SUPERSEDED SURVEY CONTROL
 CF0167
 CF0167  NGVD 29 (??/??/92) 1294.081  (m)         4245.66   (f) ADJ UNCH    1 2
 CF0167
 CF0167.Superseded values are not recommended for survey control.
 CF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0167.See file dsdata.txt to determine how the superseded data were derived.
 CF0167
 CF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA085389(NAD 83)
 CF0167_MARKER: DB = BENCH MARK DISK
 CF0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0167_STAMPING: P 79 1934
 CF0167_PROJECTION: PROJECTING 15 CENTIMETERS
 CF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0167+STABILITY: SURFACE MOTION
 CF0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0167+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0167
 CF0167  HISTORY     - Date     Condition        Report By
 CF0167  HISTORY     - 1934     MONUMENTED       CGS
 CF0167  HISTORY     - 1980     GOOD             NGS
 CF0167  HISTORY     - 20060506 GOOD             NGS
 CF0167
 CF0167                          STATION DESCRIPTION
 CF0167
 CF0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0167'5.7 MI N FROM PEARCE.
 CF0167'5.7 MILES NORTH ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0167'0.2 MILE EAST OF A SMALL RANCH HOUSE, 70 FEET SOUTH OF A GATE, 35 FEET
 CF0167'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 11 FEET WEST OF A FENCE
 CF0167'LINE.  A STANDARD DISK, STAMPED P 79 1934 AND SET IN THE TOP OF A
 CF0167'CONCRETE POST.
 CF0167
 CF0167                          STATION RECOVERY (1980)
 CF0167
 CF0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0167'5.4 KILOMETERS (3.35 MILES) NORTHWEST ALONG U.S. HIGHWAY 666 FROM
 CF0167'THE POST OFFICE IN PEARCE, 0.8 KILOMETER (0.5 MILE) NORTHWEST OF
 CF0167'HIGHWAY MILEPOST 51, 0.6 KILOMETER (0.4 MILE) SOUTHEAST OF THE
 CF0167'ENTRANCE TO DOS CABEZAS FARMS, 0.3 KILOMETER (0.2 MILE)
 CF0167'NORTHWEST OF BIRCH ROAD, 10.9 METERS (36.8 FEET) NORTHEAST OF THE
 CF0167'CENTERLINE OF THE HIGHWAY, 4.2 METERS (14 FEET) SOUTHWEST OF THE RIGHT
 CF0167'OF-WAY FENCE.
 CF0167'THE MARK IS .6 METERS  NW FROM A WITNESS POST.
 CF0167'THE MARK IS .3 M BELOW CENTERLINE OF HIGHWAY.
 CF0167
 CF0167                          STATION RECOVERY (2006)
 CF0167
 CF0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0167'US 666 IS NOW US 191.  A NEW WITNESS POST WAS SET IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0151 ***********************************************************************
 DB0151  DESIGNATION -  P 8
 DB0151  PID         -  DB0151
 DB0151  STATE/COUNTY-  AZ/YUMA
 DB0151  USGS QUAD   -  WELLTON (1982)
 DB0151
 DB0151                         *CURRENT SURVEY CONTROL
 DB0151  ___________________________________________________________________
 DB0151* NAD 83(1986)-  32 40 11.     (N)    114 08 14.     (W)     SCALED    
 DB0151* NAVD 88     -        78.798  (meters)     258.52   (feet)  ADJUSTED  
 DB0151  ___________________________________________________________________
 DB0151  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DB0151  DYNAMIC HT  -          78.708 (meters)     258.23  (feet)  COMP
 DB0151  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 DB0151
 DB0151  VERT ORDER  -  FIRST     CLASS II
 DB0151
 DB0151.The horizontal coordinates were scaled from a topographic map and have
 DB0151.an estimated accuracy of +/- 6 seconds.
 DB0151
 DB0151.The orthometric height was determined by differential leveling
 DB0151.and adjusted in June 1991.
 DB0151
 DB0151.The geoid height was determined by GEOID03.
 DB0151
 DB0151.The dynamic height is computed by dividing the NAVD 88
 DB0151.geopotential number by the normal gravity value computed on the
 DB0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0151.degrees latitude (g = 980.6199 gals.).
 DB0151
 DB0151.The modeled gravity was interpolated from observed gravity values.
 DB0151
 DB0151;                    North         East    Units  Estimated Accuracy
 DB0151;SPC AZ W     -   185,200.      177,040.      MT  (+/- 180 meters Scaled)
 DB0151
 DB0151                          SUPERSEDED SURVEY CONTROL
 DB0151
 DB0151  NGVD 29 (??/??/??)   78.167  (m)          256.45   (f) ADJUSTED    1 2
 DB0151
 DB0151.Superseded values are not recommended for survey control.
 DB0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0151.See file dsdata.txt to determine how the superseded data were derived.
 DB0151
 DB0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS684182(NAD 83)
 DB0151_MARKER: DB = BENCH MARK DISK
 DB0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0151_STAMPING: P 8 1927 256.604
 DB0151_MARK LOGO: CGS   
 DB0151_PROJECTION: PROJECTING 15 CENTIMETERS
 DB0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0151+STABILITY: SURFACE MOTION
 DB0151
 DB0151  HISTORY     - Date     Condition        Report By
 DB0151  HISTORY     - 1927     MONUMENTED       CGS
 DB0151  HISTORY     - 1962     GOOD             NGS
 DB0151  HISTORY     - 1968     GOOD             NGS
 DB0151  HISTORY     - 1981     GOOD             NGS
 DB0151  HISTORY     - 1981     GOOD             NGS
 DB0151  HISTORY     - 20090207 MARK NOT FOUND   GEOCAC
 DB0151
 DB0151                          STATION DESCRIPTION
 DB0151
 DB0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0151'AT WELLTON.
 DB0151'AT WELLTON, 48 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DB0151'SOUTHERN PACIFIC RAILWAY STATION, 100 FEET WEST OF MILEPOST
 DB0151'NUMBER 770, 92 FEET NORTH NORTHWEST OF THE NORTH NORTHWEST RAIL OF
 DB0151'THE MAIN TRACK, 72 FEET NORTH NORTHWEST OF THE NORTH NORTHWEST RAIL
 DB0151'OF A SIDE TRACK, 2 FEET EAST OF A BOARD FENCE, 2.0 FEET SOUTH OF A
 DB0151'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE RAILS,
 DB0151'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DB0151
 DB0151                          STATION RECOVERY (1968)
 DB0151
 DB0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DB0151'RECOVERED IN GOOD CONDITION.
 DB0151
 DB0151                          STATION RECOVERY (1981)
 DB0151
 DB0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0151'IN WELLTON, 0.5 KM (0.3 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DB0151'FROM THE AVENUE 29E CROSSING IN WELLTON, AT RAILROAD MILEPOLE 770,
 DB0151'DIRECTLY ACROSS THE TRACKS FROM A WATER TANK, 30.1 M (100 FT)
 DB0151'NORTHWEST ACROSS THE TRACKS FROM THE MILEPOLE, 15.7 M (51.5 FT) NORTH
 DB0151'OF THE NORTH RAIL.
 DB0151'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DB0151'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DB0151
 DB0151                          STATION RECOVERY (1981)
 DB0151
 DB0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0151'IN WELLTON, 0.5 KM (0.3 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DB0151'FROM THE AVENUE 29E CROSSING IN WELLTON, AT RAILROAD MILEPOLE 770,
 DB0151'DIRECTLY ACROSS THE TRACKS FROM A WATER TANK, 30.1 M (100 FT)
 DB0151'NORTHWEST ACROSS THE TRACKS FROM THE MILEPOLE, 15.7 M (51.5 FT) NORTH
 DB0151'OF THE NORTH RAIL.
 DB0151'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DB0151'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DB0151
 DB0151                          STATION RECOVERY (2009)
 DB0151
 DB0151'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0151'THE GENERAL AREA OF THE MARK IS NOW BEING USED TO STORE RAILS FOR THE
 DB0151'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1295 ***********************************************************************
 DA1295  DESIGNATION -  P 8
 DA1295  PID         -  DA1295
 DA1295  STATE/COUNTY-  AZ/YUMA
 DA1295  USGS QUAD   -  PARADISE CANYON (1990)
 DA1295
 DA1295                         *CURRENT SURVEY CONTROL
 DA1295  ___________________________________________________________________
 DA1295* NAD 83(1992)-  32 12 40.19989(N)    113 34 21.79537(W)     ADJUSTED  
 DA1295* NAVD 88     -       254.63   (+/-2cm)     835.4    (feet)  VERTCON   
 DA1295  ___________________________________________________________________
 DA1295  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DA1295  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DA1295  HORZ ORDER  -  THIRD
 DA1295  VERT ORDER  -  THIRD ? (See Below)
 DA1295
 DA1295.The horizontal coordinates were established by classical geodetic methods
 DA1295.and adjusted by the National Geodetic Survey in August 1993.
 DA1295
 DA1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1295.The vertical order pertains to the NGVD 29 superseded value.
 DA1295
 DA1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1295
 DA1295.The geoid height was determined by GEOID03.
 DA1295
 DA1295;                    North         East     Units Scale Factor Converg.
 DA1295;SPC AZ W     -   134,298.924   230,072.047   MT  0.99993678   +0 05 40.2
 DA1295;SPC AZ W     -   440,613.27    754,829.55   iFT  0.99993678   +0 05 40.2
 DA1295;UTM  12      - 3,566,745.421   257,515.905   MT  1.00032517   -1 22 19.3
 DA1295
 DA1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1295!SPC AZ W     -   0.99996522  x   0.99993678  =   0.99990200
 DA1295!UTM  12      -   0.99996522  x   1.00032517  =   1.00029038
 DA1295
 DA1295:                Primary Azimuth Mark                     Grid Az
 DA1295:SPC AZ W     -  PINTA                                    026 02 20.4
 DA1295:UTM  12      -  PINTA                                    027 30 19.9
 DA1295
 DA1295|---------------------------------------------------------------------|
 DA1295| PID    Reference Object                     Distance      Geod. Az  |
 DA1295|                                                           dddmmss.s |
 DA1295| DA1415 PINTA                               APPROX. 6.4 KM 0260800.6 |
 DA1295|---------------------------------------------------------------------|
 DA1295
 DA1295                          SUPERSEDED SURVEY CONTROL
 DA1295
 DA1295  NAD 83(1986)-  32 12 40.18467(N)    113 34 21.80749(W) AD(       ) 3
 DA1295  NGVD 29 (06/20/88)  253.95   (m)          833.2    (f) LEVELING    3  
 DA1295
 DA1295.Superseded values are not recommended for survey control.
 DA1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1295.See file dsdata.txt to determine how the superseded data were derived.
 DA1295
 DA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA5751666745(NAD 83)
 DA1295_MARKER: DB = BENCH MARK DISK
 DA1295_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DA1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1295
 DA1295  HISTORY     - Date     Condition        Report By
 DA1295  HISTORY     - 1962     MONUMENTED       AMS
 DA1295
 DA1295                          STATION DESCRIPTION
 DA1295
 DA1295'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1295'FIELD WORK DONE BY AMS.  DESCRIBED IN THEIR LEVEL LINE AS
 DA1295'FOLLOWS.
 DA1295'
 DA1295'FROM PAPAGO WELL, GO 6.1 MI SW. ALONG TRAIL RD. TO Y-JCT.  TAKE
 DA1295'TRAIL 4.05 MI W. TO T-TRAIL N.  TURN N. 2.5 MI TO WHERE TRAIL
 DA1295'TURNS NW., CONTINUE 9.6 MI TO STATION ON NORTHEAST SIDE OF TRAIL,
 DA1295'78.0 FT NE. OF MESQUITE TREE, 19.0 FT NE. OF TRAIL, 5.0 FT S. OF
 DA1295'GREASEWOOD BUSH, 3.0 FT E. OF WHITE WOODEN WITNESS POST.
 DA1295'
 DA1295'STATION MARK--USE BRONZE BM DISK
 DA1295'STAMPED---P 8 ARMY MAP SERVICE 1962---, IN TOP OF CONCRETE POST
 DA1295'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0084 ***********************************************************************
 CF0084  DESIGNATION -  P 82
 CF0084  PID         -  CF0084
 CF0084  STATE/COUNTY-  AZ/COCHISE
 CF0084  USGS QUAD   -  RODEO (1987)
 CF0084
 CF0084                         *CURRENT SURVEY CONTROL
 CF0084  ___________________________________________________________________
 CF0084* NAD 83(1986)-  31 47 22.     (N)    109 03 50.     (W)     SCALED    
 CF0084* NAVD 88     -      1275.46   (+/-2cm)    4184.6    (feet)  VERTCON   
 CF0084  ___________________________________________________________________
 CF0084  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CF0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0084
 CF0084.The horizontal coordinates were scaled from a topographic map and have
 CF0084.an estimated accuracy of +/- 6 seconds.
 CF0084
 CF0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0084.The vertical order pertains to the NGVD 29 superseded value.
 CF0084
 CF0084.The geoid height was determined by GEOID03.
 CF0084
 CF0084;                    North         East    Units  Estimated Accuracy
 CF0084;SPC AZ E     -    88,050.      317,800.      MT  (+/- 180 meters Scaled)
 CF0084
 CF0084                          SUPERSEDED SURVEY CONTROL
 CF0084
 CF0084  NGVD 29 (??/??/92) 1274.604  (m)         4181.76   (f) ADJ UNCH    2 0
 CF0084
 CF0084.Superseded values are not recommended for survey control.
 CF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0084.See file dsdata.txt to determine how the superseded data were derived.
 CF0084
 CF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA833187(NAD 83)
 CF0084_MARKER: DB = BENCH MARK DISK
 CF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0084_STAMPING: P-82 1934
 CF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0084+STABILITY: SURFACE MOTION
 CF0084
 CF0084  HISTORY     - Date     Condition        Report By
 CF0084  HISTORY     - 1934     MONUMENTED       CGS
 CF0084  HISTORY     - 1935     GOOD             NGS
 CF0084
 CF0084                          STATION DESCRIPTION
 CF0084
 CF0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0084'3.9 MI SW FROM RODEO.
 CF0084'3.9 MI. S W. OF DEPOT ALONG THE S.P.R.R., 40 FT. SOUTH EAST OF MILE
 CF0084'POST NO. 1155. 90 FT. S.E. OF THE CENTER LINE OF THE TRACK. 0.3 OF A
 CF0084'MILE S E. OF A SMALL RANCH HOUSE.  50 FT. N W. OF THE CENTER LINE OF U
 CF0084'S HWY NO. 80.  2 1/2 FT. N W. OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0115 ***********************************************************************
 DA0115  DESIGNATION -  P 83
 DA0115  PID         -  DA0115
 DA0115  STATE/COUNTY-  AZ/MARICOPA
 DA0115  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0115
 DA0115                         *CURRENT SURVEY CONTROL
 DA0115  ___________________________________________________________________
 DA0115* NAD 83(1986)-  32 50 39.     (N)    112 19 19.     (W)     SCALED    
 DA0115* NAVD 88     -       567.10   (+/-2cm)    1860.6    (feet)  VERTCON   
 DA0115  ___________________________________________________________________
 DA0115  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0115
 DA0115.The horizontal coordinates were scaled from a topographic map and have
 DA0115.an estimated accuracy of +/- 6 seconds.
 DA0115
 DA0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0115.The vertical order pertains to the NGVD 29 superseded value.
 DA0115
 DA0115.The geoid height was determined by GEOID03.
 DA0115
 DA0115;                    North         East    Units  Estimated Accuracy
 DA0115;SPC AZ C     -   204,540.      175,420.      MT  (+/- 180 meters Scaled)
 DA0115
 DA0115                          SUPERSEDED SURVEY CONTROL
 DA0115
 DA0115  NGVD 29 (??/??/92)  566.439  (m)         1858.39   (f) ADJ UNCH    2 0
 DA0115
 DA0115.Superseded values are not recommended for survey control.
 DA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0115.See file dsdata.txt to determine how the superseded data were derived.
 DA0115
 DA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB762347(NAD 83)
 DA0115_MARKER: DB = BENCH MARK DISK
 DA0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0115_STAMPING: P 83 1935
 DA0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0115+STABILITY: SURFACE MOTION
 DA0115
 DA0115  HISTORY     - Date     Condition        Report By
 DA0115  HISTORY     - 1935     MONUMENTED       CGS
 DA0115  HISTORY     - 1960     GOOD             NGS
 DA0115  HISTORY     - 1977     GOOD             USGS
 DA0115
 DA0115                          STATION DESCRIPTION
 DA0115
 DA0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0115'23.8 MI E FROM GILA RAILROAD STATION.
 DA0115'23.8 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 DA0115'PACIFIC CO. RAILROAD STATION AT GILA, MARICOPA COUNTY, AT THE TOP OF A
 DA0115'ROCKY HILL (OVER WHICH THE HIGHWAY PASSES) DOTTED WITH PALOVERDE
 DA0115'TREES, AND 62 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 DA0115'DISK, STAMPED P 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0115
 DA0115                          STATION RECOVERY (1977)
 DA0115
 DA0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0115'MAY BE REACHED FROM GILA BEND BY GOING 24 MI E. ALONG INTERSTATE HWY.
 DA0115'8 TO THE FREEMAN UNDERPASS, THENCE 0.3 MI S. ALONG FREEMAN RD.,
 DA0115'THENCE 0.2 MI W. ALONG A PORTION OF THE OLD HWY. TO A DIRT T-RD. S.,
 DA0115'AND THE MARK IN THE SE. QUAD OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1252 ***********************************************************************
 CZ1252  DESIGNATION -  P 84
 CZ1252  PID         -  CZ1252
 CZ1252  STATE/COUNTY-  AZ/PINAL
 CZ1252  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1252
 CZ1252                         *CURRENT SURVEY CONTROL
 CZ1252  ___________________________________________________________________
 CZ1252* NAD 83(1986)-  32 36 16.     (N)    111 53 41.     (W)     SCALED    
 CZ1252* NAVD 88     -       468.39   (+/-2cm)    1536.7    (feet)  VERTCON   
 CZ1252  ___________________________________________________________________
 CZ1252  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1252
 CZ1252.The horizontal coordinates were scaled from a topographic map and have
 CZ1252.an estimated accuracy of +/- 6 seconds.
 CZ1252
 CZ1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1252.The vertical order pertains to the NGVD 29 superseded value.
 CZ1252
 CZ1252.The geoid height was determined by GEOID03.
 CZ1252
 CZ1252;                    North         East    Units  Estimated Accuracy
 CZ1252;SPC AZ C     -   177,890.      215,420.      MT  (+/- 180 meters Scaled)
 CZ1252
 CZ1252                          SUPERSEDED SURVEY CONTROL
 CZ1252
 CZ1252  NGVD 29 (??/??/92)  467.798  (m)         1534.77   (f) ADJ UNCH    2 0
 CZ1252
 CZ1252.Superseded values are not recommended for survey control.
 CZ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1252.See file dsdata.txt to determine how the superseded data were derived.
 CZ1252
 CZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB160077(NAD 83)
 CZ1252_MARKER: DB = BENCH MARK DISK
 CZ1252_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1252_SP_SET: LIMESTONE OUTCROP
 CZ1252_STAMPING: P 84 1935
 CZ1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1252+STABILITY: POSITION/ELEVATION WELL
 CZ1252
 CZ1252  HISTORY     - Date     Condition        Report By
 CZ1252  HISTORY     - 1935     MONUMENTED       CGS
 CZ1252  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1252
 CZ1252                          STATION DESCRIPTION
 CZ1252
 CZ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1252'IN JACKRABBIT.
 CZ1252'AT JACKRABBIT, PINAL COUNTY, AT THE BASE OF A MOUNTAIN, 250 FEET
 CZ1252'SOUTHEAST OF THE RAMON ANDRADE HOME, 31 FEET SOUTH OF THE CENTERLINE
 CZ1252'OF THE CASA GRANDE-COVERED WELLS ROAD, AND IN THE TOP OF A LARGE
 CZ1252'LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED P 84 1935.
 CZ1252
 CZ1252                          STATION RECOVERY (1963)
 CZ1252
 CZ1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0028 ***********************************************************************
 DA0028  DESIGNATION -  P 85
 DA0028  PID         -  DA0028
 DA0028  STATE/COUNTY-  AZ/PINAL
 DA0028  USGS QUAD   -  KOHATK (1981)
 DA0028
 DA0028                         *CURRENT SURVEY CONTROL
 DA0028  ___________________________________________________________________
 DA0028* NAD 83(1986)-  32 37 05.     (N)    112 04 52.     (W)     SCALED    
 DA0028* NAVD 88     -       575.04   (+/-2cm)    1886.6    (feet)  VERTCON   
 DA0028  ___________________________________________________________________
 DA0028  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0028
 DA0028.The horizontal coordinates were scaled from a topographic map and have
 DA0028.an estimated accuracy of +/- 6 seconds.
 DA0028
 DA0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0028.The vertical order pertains to the NGVD 29 superseded value.
 DA0028
 DA0028.The geoid height was determined by GEOID03.
 DA0028
 DA0028;                    North         East    Units  Estimated Accuracy
 DA0028;SPC AZ C     -   179,410.      197,930.      MT  (+/- 180 meters Scaled)
 DA0028
 DA0028                          SUPERSEDED SURVEY CONTROL
 DA0028
 DA0028  NGVD 29 (??/??/92)  574.388  (m)         1884.47   (f) ADJ UNCH    2 0
 DA0028
 DA0028.Superseded values are not recommended for survey control.
 DA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0028.See file dsdata.txt to determine how the superseded data were derived.
 DA0028
 DA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB985094(NAD 83)
 DA0028_MARKER: DB = BENCH MARK DISK
 DA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0028_STAMPING: P 85 1935
 DA0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0028+STABILITY: SURFACE MOTION
 DA0028
 DA0028  HISTORY     - Date     Condition        Report By
 DA0028  HISTORY     - 1935     MONUMENTED       CGS
 DA0028  HISTORY     - 1951     GOOD             NGS
 DA0028
 DA0028                          STATION DESCRIPTION
 DA0028
 DA0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0028'2.3 MI E FROM BITTER WELL.
 DA0028'2.3 MILES EAST ALONG A TRACK ROAD FROM THE WELL AT THE INDIAN VILLAGE
 DA0028'OF BITTER WELL, ON A SMALL BARREN FLAT, ABOUT 300 YARDS NORTH OF A
 DA0028'SMALL ROCKY BUTTE, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0028'2.0 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0028'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0054 ***********************************************************************
 DA0054  DESIGNATION -  P 86
 DA0054  PID         -  DA0054
 DA0054  STATE/COUNTY-  AZ/MARICOPA
 DA0054  USGS QUAD   -  JOHNSON WELL (1986)
 DA0054
 DA0054                         *CURRENT SURVEY CONTROL
 DA0054  ___________________________________________________________________
 DA0054* NAD 83(1986)-  32 42 08.     (N)    112 18 06.     (W)     SCALED    
 DA0054* NAVD 88     -       678.40   (+/-2cm)    2225.7    (feet)  VERTCON   
 DA0054  ___________________________________________________________________
 DA0054  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0054
 DA0054.The horizontal coordinates were scaled from a topographic map and have
 DA0054.an estimated accuracy of +/- 6 seconds.
 DA0054
 DA0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0054.The vertical order pertains to the NGVD 29 superseded value.
 DA0054
 DA0054.The geoid height was determined by GEOID03.
 DA0054
 DA0054;                    North         East    Units  Estimated Accuracy
 DA0054;SPC AZ C     -   188,800.      177,260.      MT  (+/- 180 meters Scaled)
 DA0054
 DA0054                          SUPERSEDED SURVEY CONTROL
 DA0054
 DA0054  NGVD 29 (??/??/92)  677.718  (m)         2223.48   (f) ADJ UNCH    2 0
 DA0054
 DA0054.Superseded values are not recommended for survey control.
 DA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0054.See file dsdata.txt to determine how the superseded data were derived.
 DA0054
 DA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB779190(NAD 83)
 DA0054_MARKER: DB = BENCH MARK DISK
 DA0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0054_STAMPING: P 86 1935
 DA0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0054+STABILITY: SURFACE MOTION
 DA0054
 DA0054  HISTORY     - Date     Condition        Report By
 DA0054  HISTORY     - 1935     MONUMENTED       CGS
 DA0054  HISTORY     - 1952     GOOD             NGS
 DA0054  HISTORY     - 1980     GOOD             USGS
 DA0054
 DA0054                          STATION DESCRIPTION
 DA0054
 DA0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0054'3.7 MI SE FROM STOUTS WELL.
 DA0054'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 2.3
 DA0054'MILES SOUTHEAST ALONG A TRACK ROAD, ON THE SOUTHEAST SLOPE OF A GRADE,
 DA0054'ON TOP OF A LONG LOW RIDGE, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 DA0054'THE ROAD, 1.9 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF
 DA0054'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0054'WITH THE ROAD.
 DA0054
 DA0054                          STATION RECOVERY (1980)
 DA0054
 DA0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0054'THE MARK IS 0.3 MI NE. ALONG ROAD FROM JOHNSON WELL, THENCE 3.2 MI
 DA0054'SE. ALONG A GRADED ROAD TO A TRACK ROAD NE. THENCE 0.25 MI NE. ALONG
 DA0054'TRACK ROAD TO TO THE CREST OF A RIDGE, THENCE 0.1 MI NW. ALONG A DIM
 DA0054'TRAIL ON TOP OF A RIDGE, 24 FT SW. OF TRAIL, 1.9 FT NE. OF A WITNESS
 DA0054'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT, A BRONZE
 DA0054'DISK STAMPED "P 86 1935".
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0321 ***********************************************************************
 DV0321  DESIGNATION -  P 87
 DV0321  PID         -  DV0321
 DV0321  STATE/COUNTY-  AZ/PINAL
 DV0321  USGS QUAD   -  ENID (1978)
 DV0321
 DV0321                         *CURRENT SURVEY CONTROL
 DV0321  ___________________________________________________________________
 DV0321* NAD 83(1986)-  33 04 38.     (N)    112 09 02.     (W)     SCALED    
 DV0321* NAVD 88     -       374.498  (meters)    1228.67   (feet)  ADJUSTED  
 DV0321  ___________________________________________________________________
 DV0321  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0321  DYNAMIC HT  -         374.051 (meters)    1227.20  (feet)  COMP
 DV0321  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DV0321  OBS GRAVITY -     979,434.2   (mgal)                       GRAV_OBS
 DV0321
 DV0321  VERT ORDER  -  FIRST     CLASS II
 DV0321
 DV0321.The horizontal coordinates were scaled from a topographic map and have
 DV0321.an estimated accuracy of +/- 6 seconds.
 DV0321
 DV0321.The orthometric height was determined by differential leveling
 DV0321.and adjusted in June 1991.
 DV0321
 DV0321.The geoid height was determined by GEOID03.
 DV0321
 DV0321.The dynamic height is computed by dividing the NAVD 88
 DV0321.geopotential number by the normal gravity value computed on the
 DV0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0321.degrees latitude (g = 980.6199 gals.).
 DV0321
 DV0321.The modeled gravity was interpolated from observed gravity values.
 DV0321.The observed gravity was obtained from relative gravimeter ties
 DV0321.to the IGSN71 gravity network.
 DV0321
 DV0321;                    North         East    Units  Estimated Accuracy
 DV0321;SPC AZ C     -   230,340.      191,520.      MT  (+/- 180 meters Scaled)
 DV0321
 DV0321                          SUPERSEDED SURVEY CONTROL
 DV0321
 DV0321  NGVD 29 (??/??/92)  373.939  (m)         1226.83   (f) ADJ UNCH    1 2
 DV0321
 DV0321.Superseded values are not recommended for survey control.
 DV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0321.See file dsdata.txt to determine how the superseded data were derived.
 DV0321
 DV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB926604(NAD 83)
 DV0321_MARKER: DB = BENCH MARK DISK
 DV0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0321_STAMPING: P 87 1935
 DV0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0321+STABILITY: SURFACE MOTION
 DV0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0321+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0321
 DV0321  HISTORY     - Date     Condition        Report By
 DV0321  HISTORY     - 1935     MONUMENTED       CGS
 DV0321  HISTORY     - 1967     GOOD             NGS
 DV0321  HISTORY     - 1980     GOOD             NGS
 DV0321  HISTORY     - 1980     GOOD             NGS
 DV0321  HISTORY     - 20070321 GOOD             GEOCAC
 DV0321
 DV0321                          STATION DESCRIPTION
 DV0321
 DV0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0321'6.5 MI W FROM MARICOPA.
 DV0321'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0321'MARICOPA, THENCE 6.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0321'OR ABOUT 7.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0321'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 15, T 4 S, R 2 E, 85 FEET
 DV0321'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 100 FEET SOUTHEAST OF THE
 DV0321'CENTER OF THE CROSSING OF THE RAILROAD AND A GRADED DIRT ROAD, 107
 DV0321'FEET EAST AND ACROSS THE GRADED DIRT ROAD FROM A POWER POLE, 171 FEET
 DV0321'SOUTH OF BENCH MARK E 274, 13 FEET NORTH OF A FENCE CORNER, 1 FOOT
 DV0321'WEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2
 DV0321'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 DV0321'POST ABOUT LEVEL WITH THE GROUND.
 DV0321
 DV0321                          STATION RECOVERY (1980)
 DV0321
 DV0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0321'RECOVERED IN GOOD CONDITION.
 DV0321
 DV0321                          STATION RECOVERY (1980)
 DV0321
 DV0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0321'RECOVERED IN GOOD CONDITION.
 DV0321
 DV0321                          STATION RECOVERY (2007)
 DV0321
 DV0321'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0873 ***********************************************************************
 CZ0873  DESIGNATION -  P 89
 CZ0873  PID         -  CZ0873
 CZ0873  STATE/COUNTY-  AZ/PIMA
 CZ0873  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ0873
 CZ0873                         *CURRENT SURVEY CONTROL
 CZ0873  ___________________________________________________________________
 CZ0873* NAD 83(1986)-  32 28 00.     (N)    111 51 49.     (W)     SCALED    
 CZ0873* NAVD 88     -       526.64   (+/-2cm)    1727.8    (feet)  VERTCON   
 CZ0873  ___________________________________________________________________
 CZ0873  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ0873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0873
 CZ0873.The horizontal coordinates were scaled from a topographic map and have
 CZ0873.an estimated accuracy of +/- 6 seconds.
 CZ0873
 CZ0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0873.The vertical order pertains to the NGVD 29 superseded value.
 CZ0873
 CZ0873.The geoid height was determined by GEOID03.
 CZ0873
 CZ0873;                    North         East    Units  Estimated Accuracy
 CZ0873;SPC AZ C     -   162,610.      218,350.      MT  (+/- 180 meters Scaled)
 CZ0873
 CZ0873                          SUPERSEDED SURVEY CONTROL
 CZ0873
 CZ0873  NGVD 29 (??/??/92)  526.052  (m)         1725.89   (f) ADJ UNCH    2 0
 CZ0873
 CZ0873.Superseded values are not recommended for survey control.
 CZ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0873.See file dsdata.txt to determine how the superseded data were derived.
 CZ0873
 CZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA188924(NAD 83)
 CZ0873_MARKER: DB = BENCH MARK DISK
 CZ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0873_STAMPING: P 89 1935
 CZ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0873+STABILITY: SURFACE MOTION
 CZ0873
 CZ0873  HISTORY     - Date     Condition        Report By
 CZ0873  HISTORY     - 1935     MONUMENTED       CGS
 CZ0873  HISTORY     - 1952     GOOD             NGS
 CZ0873
 CZ0873                          STATION DESCRIPTION
 CZ0873
 CZ0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0873'7.9 MI SE FROM KOMELIH.
 CZ0873'5.55 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE WINDMILL AT KOMELIH,
 CZ0873'THENCE 2.35 MILES EAST ALONG A DIM TRACK ROAD, 0.35 MILE
 CZ0873'NORTH-NORTHEAST OF A LONE HIGH ROUND MOUNTAIN, 47 FEET NORTH OF AND
 CZ0873'ACROSS THE ROAD FROM A LONE IRONWOOD TREE, 15 FEET NORTH OF THE CENTER
 CZ0873'LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.6 FEET SOUTH OF A WITNESS
 CZ0873'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0873'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0713 ***********************************************************************
 DA0713  HT_MOD      -  This is a Height Modernization Survey Station.
 DA0713  DESIGNATION -  P 9
 DA0713  PID         -  DA0713
 DA0713  STATE/COUNTY-  AZ/YUMA
 DA0713  USGS QUAD   -  AZTEC NW (1982)
 DA0713
 DA0713                         *CURRENT SURVEY CONTROL
 DA0713  ___________________________________________________________________
 DA0713* NAD 83(2007)-  32 59 22.66533(N)    113 24 26.57446(W)     ADJUSTED  
 DA0713* NAVD 88     -       154.38   (meters)     506.5    (feet)  GPS OBS   
 DA0713  ___________________________________________________________________
 DA0713  EPOCH DATE  -        2007.00
 DA0713  X           -  -2,127,441.077 (meters)                     COMP
 DA0713  Y           -  -4,914,489.008 (meters)                     COMP
 DA0713  Z           -   3,453,060.633 (meters)                     COMP
 DA0713  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DA0713  ELLIP HEIGHT-         122.416 (meters)          (02/10/07) ADJUSTED
 DA0713  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DA0713
 DA0713  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA0713  Type    PID    Designation                      North   East  Ellip
 DA0713  -------------------------------------------------------------------
 DA0713  NETWORK DA0713 P 9                               0.43   0.39   0.94
 DA0713  -------------------------------------------------------------------
 DA0713
 DA0713.The horizontal coordinates were established by GPS observations
 DA0713.and adjusted by the National Geodetic Survey in February 2007.
 DA0713
 DA0713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA0713.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA0713.The horizontal coordinates are valid at the epoch date displayed above.
 DA0713.The epoch date for horizontal control is a decimal equivalence
 DA0713.of Year/Month/Day.
 DA0713
 DA0713.The orthometric height was determined by GPS observations and a
 DA0713.high-resolution geoid model.
 DA0713.The orthometric height was determined by GPS observations and a
 DA0713.high-resolution geoid model using precise GPS observation and
 DA0713.processing techniques.
 DA0713
 DA0713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA0713
 DA0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0713
 DA0713.The ellipsoidal height was determined by GPS observations
 DA0713.and is referenced to NAD 83.
 DA0713
 DA0713.The geoid height was determined by GEOID03.
 DA0713
 DA0713;                    North         East     Units Scale Factor Converg.
 DA0713;SPC AZ W     -   220,660.980   245,380.462   MT  0.99994597   +0 11 11.6
 DA0713;SPC AZ W     -   723,953.35    805,054.01   iFT  0.99994597   +0 11 11.6
 DA0713;UTM  12      - 3,652,711.217   275,058.965   MT  1.00022392   -1 18 40.8
 DA0713
 DA0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0713!SPC AZ W     -   0.99998078  x   0.99994597  =   0.99992675
 DA0713!UTM  12      -   0.99998078  x   1.00022392  =   1.00020470
 DA0713
 DA0713                          SUPERSEDED SURVEY CONTROL
 DA0713
 DA0713  NAD 83(1992)-  32 59 22.66437(N)    113 24 26.57452(W) AD(       ) A
 DA0713  ELLIP H (09/30/99)  122.446  (m)                       GP(       ) 3 1
 DA0713  NGVD 29 (??/??/92)  153.807  (m)          504.62   (f) ADJ UNCH    1 2
 DA0713
 DA0713.Superseded values are not recommended for survey control.
 DA0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0713.See file dsdata.txt to determine how the superseded data were derived.
 DA0713
 DA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7505952711(NAD 83)
 DA0713_MARKER: DD = SURVEY DISK
 DA0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0713_STAMPING: P9 1927 504.615
 DA0713_MARK LOGO: CGS   
 DA0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0713+STABILITY: SURFACE MOTION
 DA0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0713+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DA0713
 DA0713  HISTORY     - Date     Condition        Report By
 DA0713  HISTORY     - 1927     MONUMENTED       CGS
 DA0713  HISTORY     - 1958     GOOD             NGS
 DA0713  HISTORY     - 19990104 GOOD             AZ-013
 DA0713  HISTORY     - 20000413 GOOD             MCDOT
 DA0713  HISTORY     - 20080808 GOOD             INDIV
 DA0713
 DA0713                          STATION DESCRIPTION
 DA0713
 DA0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DA0713'3.6 MI SW FROM HYDER.
 DA0713'3.6 MILES SOUTHWEST ALONG THE WELLTON-HASSAYAMPA-PHOENIX BRANCH OF THE
 DA0713'SOUTHERN PACIFIC CO. RAILROAD FROM HYDER, YUMA COUNTY, 7-1/2 POLES
 DA0713'SOUTHWEST OF MILEPOST 819, 4 POLES NORTHEAST OF BRIDGE 818.58, 79 FEET
 DA0713'SOUTHWEST OF THE THIRD POLE SOUTHWEST OF THE ABANDONED ROAD CROSSING,
 DA0713'49 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, JUST INSIDE THE
 DA0713'RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 DA0713'STAMPED 504.615 P 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 DA0713'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 DA0713
 DA0713                          STATION RECOVERY (1999)
 DA0713
 DA0713'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1999 (BD)
 DA0713'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTHWEST OF SENTINEL.
 DA0713'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 DA0713'INTERSTATE HIGHWAY 8 AND AGUA CALIENTE RD (SENTINEL OVERPASS, EXIT 87)
 DA0713'IN SENTINEL, GO NORTH FOR 15.4 MI (24.8 KM) ON AGUA CALIENTE ROAD TO
 DA0713'HYDER ROAD.  TURN LEFT AND GO WEST FOR 6.4 MI (10.3 KM) ON HYDER ROAD
 DA0713'TO THE STATION ON RIGHT.  THE STATION PROJECTS 30 CM ABOVE GROUND.
 DA0713'LOCATED ABOUT 0.3 MI (0.5 KM) WEST ALONG RAILROAD FROM RAILROAD
 DA0713'MILEPOST 819, ABOUT 370 FT (112.8 M) EAST FROM RAILROAD SIGNAL 8187,
 DA0713'ABOUT 100 FT (30.5 M) NORTH-NORTHEAST FROM POWERLINE POLE NUMBER 23,
 DA0713'ABOUT 60 FT (18.3 M) NORTH-NORTHWEST FROM A BARBED WIRE FENCE ON THE
 DA0713'SOUTH SIDE OF HYDER ROAD, ABOUT 49 FT (14.9 M) SOUTH-SOUTHEAST FROM
 DA0713'THE RAILROAD TRACKS, 30 FT (9.1 M) NORTH-NORTHWEST FROM THE CENTERLINE
 DA0713'OF HYDER ROAD AND 4 FT (1.2 M) LOWER THAN THE TRACKS.
 DA0713
 DA0713                          STATION RECOVERY (2000)
 DA0713
 DA0713'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA0713'RECOVERED AS DESCRIBED
 DA0713'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DA0713'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DA0713
 DA0713                          STATION RECOVERY (2008)
 DA0713
 DA0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DRF)
 DA0713'FROM INTERSTATE 8 TAKE DATELAND EXIT 67 NORTH 9.1 MILES TO
 DA0713'INTERSECTION PALOMAS ROAD. TURN RIGHT GO 9.0 MILES TO STATION ON THE
 DA0713'LEFT, 19' NORTH OF THE NORTH EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0192 ***********************************************************************
 DA0192  DESIGNATION -  P 90
 DA0192  PID         -  DA0192
 DA0192  STATE/COUNTY-  AZ/MARICOPA
 DA0192  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0192
 DA0192                         *CURRENT SURVEY CONTROL
 DA0192  ___________________________________________________________________
 DA0192* NAD 83(1986)-  32 34 30.     (N)    112 12 52.     (W)     SCALED    
 DA0192* NAVD 88     -       622.20   (+/-2cm)    2041.3    (feet)  VERTCON   
 DA0192  ___________________________________________________________________
 DA0192  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DA0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0192
 DA0192.The horizontal coordinates were scaled from a topographic map and have
 DA0192.an estimated accuracy of +/- 6 seconds.
 DA0192
 DA0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0192.The vertical order pertains to the NGVD 29 superseded value.
 DA0192
 DA0192.The geoid height was determined by GEOID03.
 DA0192
 DA0192;                    North         East    Units  Estimated Accuracy
 DA0192;SPC AZ C     -   174,660.      185,400.      MT  (+/- 180 meters Scaled)
 DA0192
 DA0192                          SUPERSEDED SURVEY CONTROL
 DA0192
 DA0192  NGVD 29 (??/??/92)  621.523  (m)         2039.11   (f) ADJ UNCH    2 0
 DA0192
 DA0192.Superseded values are not recommended for survey control.
 DA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0192.See file dsdata.txt to determine how the superseded data were derived.
 DA0192
 DA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB860048(NAD 83)
 DA0192_MARKER: DB = BENCH MARK DISK
 DA0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0192_STAMPING: P 90 1935
 DA0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0192+STABILITY: SURFACE MOTION
 DA0192
 DA0192  HISTORY     - Date     Condition        Report By
 DA0192  HISTORY     - 1935     MONUMENTED       CGS
 DA0192  HISTORY     - 1952     GOOD             NGS
 DA0192
 DA0192                          STATION DESCRIPTION
 DA0192
 DA0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0192'7.9 MI SW FROM BITTER WELL.
 DA0192'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0192'4.7 MILES SOUTH ALONG A TRACK ROAD, 8.4 MILES NORTHEAST FROM THE WATER
 DA0192'TANK AT VENTANA, 1.2 MILES NORTHWEST OF A SMALL INDIAN VILLAGE, 0.4
 DA0192'MILE SOUTH WEST OF THE SOUTH END OF A LEVEE AND THE CROSSING OF AN
 DA0192'EASTWEST GRADED ROAD, 0.25 MILE NORTH-NORTHEAST OF A LOW ROUND KNOLL,
 DA0192'ABOUT 100 YARDS NORTH OF THE JUNCTION OF THE OLD AND NEW ROADS, 85
 DA0192'FEET NORTH WEST OF THE CENTER LINE OF THE NEW ROAD, 64.5 FEET
 DA0192'NORTHWEST OF P90 R.M. (USGS), 12 FEET WEST OF THE CENTER LINE OF THE
 DA0192'FORMER ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP
 DA0192'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT
 DA0192'LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0193 ***********************************************************************
 DA0193  DESIGNATION -  P 90 RM
 DA0193  PID         -  DA0193
 DA0193  STATE/COUNTY-  AZ/MARICOPA
 DA0193  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0193
 DA0193                         *CURRENT SURVEY CONTROL
 DA0193  ___________________________________________________________________
 DA0193* NAD 83(1986)-  32 34 30.     (N)    112 12 51.     (W)     SCALED    
 DA0193* NAVD 88     -       622.21   (+/-2cm)    2041.4    (feet)  VERTCON   
 DA0193  ___________________________________________________________________
 DA0193  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DA0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0193
 DA0193.The horizontal coordinates were scaled from a topographic map and have
 DA0193.an estimated accuracy of +/- 6 seconds.
 DA0193
 DA0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0193.The vertical order pertains to the NGVD 29 superseded value.
 DA0193
 DA0193.The geoid height was determined by GEOID03.
 DA0193
 DA0193;                    North         East    Units  Estimated Accuracy
 DA0193;SPC AZ C     -   174,660.      185,430.      MT  (+/- 180 meters Scaled)
 DA0193
 DA0193                          SUPERSEDED SURVEY CONTROL
 DA0193
 DA0193  NGVD 29 (??/??/92)  621.537  (m)         2039.16   (f) ADJ UNCH    2 0
 DA0193
 DA0193.Superseded values are not recommended for survey control.
 DA0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0193.See file dsdata.txt to determine how the superseded data were derived.
 DA0193
 DA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB860048(NAD 83)
 DA0193_MARKER: DD = SURVEY DISK
 DA0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0193+STABILITY: SURFACE MOTION
 DA0193
 DA0193  HISTORY     - Date     Condition        Report By
 DA0193  HISTORY     - UNK      MONUMENTED       USGS
 DA0193  HISTORY     - 1952     GOOD             NGS
 DA0193
 DA0193                          STATION DESCRIPTION
 DA0193
 DA0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0193'7.9 MI SW FROM BITTER WELL.
 DA0193'SAME DESCRIPTION TO REACH AS B.M. P90, IN THE CROTCH OF THE JUNCTION
 DA0193'OF THE FORMER AND PRESENT ROADS, 64.5 FEET SOUTHEAST OF P90, 52 1/2
 DA0193'FEET SOUTHEAST OF THE CENTER LINE OF THE FORMER ROAD, 20 FEET
 DA0193'NORTHWEST OF THE CENTERLINE OF THE PRESENT ROAD, AND SET IN A CONCRETE
 DA0193'POST PROJECTING 0.4 FOOT ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0179 ***********************************************************************
 DA0179  DESIGNATION -  P 91
 DA0179  PID         -  DA0179
 DA0179  STATE/COUNTY-  AZ/PINAL
 DA0179  USGS QUAD   -  KOHATK (1981)
 DA0179
 DA0179                         *CURRENT SURVEY CONTROL
 DA0179  ___________________________________________________________________
 DA0179* NAD 83(1986)-  32 31 10.     (N)    112 04 56.     (W)     SCALED    
 DA0179* NAVD 88     -       556.07   (+/-2cm)    1824.4    (feet)  VERTCON   
 DA0179  ___________________________________________________________________
 DA0179  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0179
 DA0179.The horizontal coordinates were scaled from a topographic map and have
 DA0179.an estimated accuracy of +/- 6 seconds.
 DA0179
 DA0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0179.The vertical order pertains to the NGVD 29 superseded value.
 DA0179
 DA0179.The geoid height was determined by GEOID03.
 DA0179
 DA0179;                    North         East    Units  Estimated Accuracy
 DA0179;SPC AZ C     -   168,480.      197,810.      MT  (+/- 180 meters Scaled)
 DA0179
 DA0179                          SUPERSEDED SURVEY CONTROL
 DA0179
 DA0179  NGVD 29 (??/??/92)  555.426  (m)         1822.26   (f) ADJ UNCH    2 0
 DA0179
 DA0179.Superseded values are not recommended for survey control.
 DA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0179.See file dsdata.txt to determine how the superseded data were derived.
 DA0179
 DA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA983985(NAD 83)
 DA0179_MARKER: DB = BENCH MARK DISK
 DA0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0179_STAMPING: P 91 1935
 DA0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0179+STABILITY: SURFACE MOTION
 DA0179
 DA0179  HISTORY     - Date     Condition        Report By
 DA0179  HISTORY     - 1935     MONUMENTED       CGS
 DA0179  HISTORY     - 1952     GOOD             NGS
 DA0179
 DA0179                          STATION DESCRIPTION
 DA0179
 DA0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0179'7.2 MI SW FROM QUAJOTE.
 DA0179'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0179'VILLAGE OF QUAJOTE, THENCE 4.6 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0179'0.1 MILE SOUTHWEST OF THE Y JUNCTION OF A DIM ROAD LEADING WEST, 21
 DA0179'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTHEAST OF A
 DA0179'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0179'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1292 ***********************************************************************
 CZ1292  DESIGNATION -  P 92
 CZ1292  PID         -  CZ1292
 CZ1292  STATE/COUNTY-  AZ/PINAL
 CZ1292  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1292
 CZ1292                         *CURRENT SURVEY CONTROL
 CZ1292  ___________________________________________________________________
 CZ1292* NAD 83(1986)-  32 34 04.     (N)    111 41 24.     (W)     SCALED    
 CZ1292* NAVD 88     -       483.10   (+/-2cm)    1585.0    (feet)  VERTCON   
 CZ1292  ___________________________________________________________________
 CZ1292  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ1292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1292
 CZ1292.The horizontal coordinates were scaled from a topographic map and have
 CZ1292.an estimated accuracy of +/- 6 seconds.
 CZ1292
 CZ1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1292.The vertical order pertains to the NGVD 29 superseded value.
 CZ1292
 CZ1292.The geoid height was determined by GEOID03.
 CZ1292
 CZ1292;                    North         East    Units  Estimated Accuracy
 CZ1292;SPC AZ C     -   173,850.      234,640.      MT  (+/- 180 meters Scaled)
 CZ1292
 CZ1292                          SUPERSEDED SURVEY CONTROL
 CZ1292
 CZ1292  NGVD 29 (??/??/92)  482.555  (m)         1583.18   (f) ADJ UNCH    2 0
 CZ1292
 CZ1292.Superseded values are not recommended for survey control.
 CZ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1292.See file dsdata.txt to determine how the superseded data were derived.
 CZ1292
 CZ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB352035(NAD 83)
 CZ1292_MARKER: DB = BENCH MARK DISK
 CZ1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1292_STAMPING: P 92 1935
 CZ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1292+STABILITY: SURFACE MOTION
 CZ1292
 CZ1292  HISTORY     - Date     Condition        Report By
 CZ1292  HISTORY     - 1935     MONUMENTED       CGS
 CZ1292  HISTORY     - 1952     GOOD             NGS
 CZ1292
 CZ1292                          STATION DESCRIPTION
 CZ1292
 CZ1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1292'20.1 MI S FROM TOLTEC.
 CZ1292'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1292'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1292'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1292'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1292'THENCE 0.3 MILE NORTH ALONG A PRIVATE ROAD, AT THE EAST GATEWAY TO A
 CZ1292'RANCH HOUSE, 65.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 CZ1292'24 FEET NORTH OF THE CENTER LINE OF THE ROAD AND THE WOODEN GATE, 2.0
 CZ1292'FEET EAST OF A FENCE AROUND THE RANCH YARD, 1.5 FEET SOUTH OF A
 CZ1292'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CZ1292'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0944 ***********************************************************************
 CZ0944  DESIGNATION -  P 93
 CZ0944  PID         -  CZ0944
 CZ0944  STATE/COUNTY-  AZ/PIMA
 CZ0944  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0944
 CZ0944                         *CURRENT SURVEY CONTROL
 CZ0944  ___________________________________________________________________
 CZ0944* NAD 83(1986)-  32 23 03.     (N)    111 32 44.     (W)     SCALED    
 CZ0944* NAVD 88     -       743.17   (+/-2cm)    2438.2    (feet)  VERTCON   
 CZ0944  ___________________________________________________________________
 CZ0944  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0944
 CZ0944.The horizontal coordinates were scaled from a topographic map and have
 CZ0944.an estimated accuracy of +/- 6 seconds.
 CZ0944
 CZ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0944.The vertical order pertains to the NGVD 29 superseded value.
 CZ0944
 CZ0944.The geoid height was determined by GEOID03.
 CZ0944
 CZ0944;                    North         East    Units  Estimated Accuracy
 CZ0944;SPC AZ C     -   153,520.      248,280.      MT  (+/- 180 meters Scaled)
 CZ0944
 CZ0944                          SUPERSEDED SURVEY CONTROL
 CZ0944
 CZ0944  NGVD 29 (??/??/92)  742.574  (m)         2436.26   (f) ADJ UNCH    2 0
 CZ0944
 CZ0944.Superseded values are not recommended for survey control.
 CZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0944.See file dsdata.txt to determine how the superseded data were derived.
 CZ0944
 CZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA486831(NAD 83)
 CZ0944_MARKER: DB = BENCH MARK DISK
 CZ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0944_STAMPING: P 93 1935
 CZ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0944+STABILITY: SURFACE MOTION
 CZ0944
 CZ0944  HISTORY     - Date     Condition        Report By
 CZ0944  HISTORY     - 1935     MONUMENTED       CGS
 CZ0944  HISTORY     - 1951     GOOD             NGS
 CZ0944
 CZ0944                          STATION DESCRIPTION
 CZ0944
 CZ0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0944'4.8 MI SE FROM SILVER BELL.
 CZ0944'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0944'THENCE 4.7 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.1 MILE NORTHWEST OF
 CZ0944'A TRIPLE ROAD FORK OF THE MAIN ROAD LEADING SOUTH, GRADED ROAD LEADING
 CZ0944'SOUTHEAST, AND A GRAVEL ROAD LEADING EAST-SOUTHEAST, AT THE TOP OF A
 CZ0944'RIDGE, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 CZ0944'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0944'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0618 ***********************************************************************
 FR0618  DESIGNATION -  P 95
 FR0618  PID         -  FR0618
 FR0618  STATE/COUNTY-  AZ/MOHAVE
 FR0618  USGS QUAD   -  HORSE FLAT (1968)
 FR0618
 FR0618                         *CURRENT SURVEY CONTROL
 FR0618  ___________________________________________________________________
 FR0618* NAD 83(1986)-  35 47 18.     (N)    113 48 46.     (W)     SCALED    
 FR0618* NAVD 88     -      1506.769  (meters)    4943.46   (feet)  POSTED    
 FR0618  ___________________________________________________________________
 FR0618  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FR0618  DYNAMIC HT  -        1504.920 (meters)    4937.39  (feet)  COMP
 FR0618  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 FR0618
 FR0618  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0618
 FR0618.The horizontal coordinates were scaled from a topographic map and have
 FR0618.an estimated accuracy of +/- 6 seconds.
 FR0618
 FR0618.The orthometric height was determined by differential leveling
 FR0618.and adjusted by the  in 1992.
 FR0618.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0618.was located on a no-check spur therefore a value was not computed.
 FR0618.No vertical observational check was made to the station.
 FR0618
 FR0618.The geoid height was determined by GEOID03.
 FR0618
 FR0618.The dynamic height is computed by dividing the NAVD 88
 FR0618.geopotential number by the normal gravity value computed on the
 FR0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0618.degrees latitude (g = 980.6199 gals.).
 FR0618
 FR0618.The modeled gravity was interpolated from observed gravity values.
 FR0618
 FR0618;                    North         East    Units  Estimated Accuracy
 FR0618;SPC AZ W     -   531,050.      207,690.      MT  (+/- 180 meters Scaled)
 FR0618
 FR0618                          SUPERSEDED SURVEY CONTROL
 FR0618
 FR0618  NGVD 29 (??/??/92) 1505.893  (m)         4940.58   (f) ADJ UNCH    2 0
 FR0618
 FR0618.Superseded values are not recommended for survey control.
 FR0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0618.See file dsdata.txt to determine how the superseded data were derived.
 FR0618
 FR0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE457641(NAD 83)
 FR0618_MARKER: DB = BENCH MARK DISK
 FR0618_SETTING: 66 = SET IN ROCK OUTCROP
 FR0618_SP_SET: ROCK LEDGE
 FR0618_STAMPING: P 95 1935
 FR0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0618+STABILITY: POSITION/ELEVATION WELL
 FR0618
 FR0618  HISTORY     - Date     Condition        Report By
 FR0618  HISTORY     - 1935     MONUMENTED       CGS
 FR0618  HISTORY     - 1968     GOOD             USGS
 FR0618
 FR0618                          STATION DESCRIPTION
 FR0618
 FR0618'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0618'41.4 MI NW FROM PEACH SPRINGS.
 FR0618'41.4 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, 1.0 MILES
 FR0618'NORTHEAST OF A JUNCTION OF THE MAIN ROAD WITH A ROAD LEADING SOUTHWEST
 FR0618'TO CLAY SPRINGS, ALONG A DIM JEEP TRAIL, 0.2 MILES NORTH OF THE CREST
 FR0618'OF A RIDGE, 22 FEET EAST OF THE CENTERLINE OF THE TRAIL, AND IN THE
 FR0618'TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0387 ***********************************************************************
 FR0387  DESIGNATION -  P 96
 FR0387  PID         -  FR0387
 FR0387  STATE/COUNTY-  AZ/MOHAVE
 FR0387  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0387
 FR0387                         *CURRENT SURVEY CONTROL
 FR0387  ___________________________________________________________________
 FR0387* NAD 83(1986)-  35 31 44.     (N)    113 25 35.     (W)     SCALED    
 FR0387* NAVD 88     -      1462.064  (meters)    4796.79   (feet)  POSTED    
 FR0387  ___________________________________________________________________
 FR0387  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FR0387  DYNAMIC HT  -        1460.230 (meters)    4790.77  (feet)  COMP
 FR0387  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 FR0387
 FR0387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0387
 FR0387.The horizontal coordinates were scaled from a topographic map and have
 FR0387.an estimated accuracy of +/- 6 seconds.
 FR0387
 FR0387.The orthometric height was determined by differential leveling
 FR0387.and adjusted by the  in 1992.
 FR0387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0387.rate of 0.0 thru 1.0 mm/km.
 FR0387
 FR0387.The geoid height was determined by GEOID03.
 FR0387
 FR0387.The dynamic height is computed by dividing the NAVD 88
 FR0387.geopotential number by the normal gravity value computed on the
 FR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0387.degrees latitude (g = 980.6199 gals.).
 FR0387
 FR0387.The modeled gravity was interpolated from observed gravity values.
 FR0387
 FR0387;                    North         East    Units  Estimated Accuracy
 FR0387;SPC AZ W     -   502,310.      242,710.      MT  (+/- 180 meters Scaled)
 FR0387
 FR0387                          SUPERSEDED SURVEY CONTROL
 FR0387
 FR0387  NGVD 29 (??/??/92) 1461.124  (m)         4793.70   (f) ADJ UNCH    2 0
 FR0387
 FR0387.Superseded values are not recommended for survey control.
 FR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0387.See file dsdata.txt to determine how the superseded data were derived.
 FR0387
 FR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE800344(NAD 83)
 FR0387_MARKER: DB = BENCH MARK DISK
 FR0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0387_SP_SET: BANISTER
 FR0387_STAMPING: P 96 1935
 FR0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0387
 FR0387  HISTORY     - Date     Condition        Report By
 FR0387  HISTORY     - 1935     MONUMENTED       CGS
 FR0387  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0387  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0387
 FR0387                          STATION DESCRIPTION
 FR0387
 FR0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0387'IN PEACH SPRINGS.
 FR0387'AT PEACH SPRINGS, MOHAVE COUNTY, ON U.S. HIGHWAY 66, 26 FEET WEST OF
 FR0387'THE CENTER LINE OF THE POST OFFICE ENTRANCE, AT THE A.E. TAYLOR PEACH
 FR0387'SPRINGS TRADING POST BUILDING, IN THE TOP OF THE EAST BANISTER OF THE
 FR0387'MAIN ENTRANCE, 1 FOOT SOUTH OF A ROCK PILLAR, AND ABOUT 1.5 FEET ABOVE
 FR0387'THE GROUND.  A STANDARD DISK, STAMPED P 96 1935.
 FR0387
 FR0387                          STATION RECOVERY (1967)
 FR0387
 FR0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0387'MARK NOT FOUND.
 FR0387
 FR0387                          STATION RECOVERY (1982)
 FR0387
 FR0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0387'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0396 ***********************************************************************
 FR0396  DESIGNATION -  P 97
 FR0396  PID         -  FR0396
 FR0396  STATE/COUNTY-  AZ/MOHAVE
 FR0396  USGS QUAD   -  PEACH SPRINGS CANYON (1967)
 FR0396
 FR0396                         *CURRENT SURVEY CONTROL
 FR0396  ___________________________________________________________________
 FR0396* NAD 83(1986)-  35 42 36.     (N)    113 23 13.     (W)     SCALED    
 FR0396* NAVD 88     -       724.636  (meters)    2377.41   (feet)  POSTED    
 FR0396  ___________________________________________________________________
 FR0396  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FR0396  DYNAMIC HT  -         723.700 (meters)    2374.34  (feet)  COMP
 FR0396  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 FR0396
 FR0396  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0396
 FR0396.The horizontal coordinates were scaled from a topographic map and have
 FR0396.an estimated accuracy of +/- 6 seconds.
 FR0396
 FR0396.The orthometric height was determined by differential leveling
 FR0396.and adjusted by the  in 1992.
 FR0396.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0396.was located on a no-check spur therefore a value was not computed.
 FR0396.No vertical observational check was made to the station.
 FR0396
 FR0396.The geoid height was determined by GEOID03.
 FR0396
 FR0396.The dynamic height is computed by dividing the NAVD 88
 FR0396.geopotential number by the normal gravity value computed on the
 FR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0396.degrees latitude (g = 980.6199 gals.).
 FR0396
 FR0396.The modeled gravity was interpolated from observed gravity values.
 FR0396
 FR0396;                    North         East    Units  Estimated Accuracy
 FR0396;SPC AZ W     -   522,420.      246,210.      MT  (+/- 180 meters Scaled)
 FR0396
 FR0396                          SUPERSEDED SURVEY CONTROL
 FR0396
 FR0396  NGVD 29 (??/??/92)  723.661  (m)         2374.21   (f) ADJ UNCH    2 0
 FR0396
 FR0396.Superseded values are not recommended for survey control.
 FR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0396.See file dsdata.txt to determine how the superseded data were derived.
 FR0396
 FR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE840544(NAD 83)
 FR0396_MARKER: DB = BENCH MARK DISK
 FR0396_SETTING: 80 = SET IN A BOULDER
 FR0396_SP_SET: BOULDER
 FR0396_STAMPING: P 97 1935
 FR0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0396+STABILITY: SURFACE MOTION
 FR0396
 FR0396  HISTORY     - Date     Condition        Report By
 FR0396  HISTORY     - 1935     MONUMENTED       CGS
 FR0396
 FR0396                          STATION DESCRIPTION
 FR0396
 FR0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0396'15.6 MI N FROM PEACH SPRINGS.
 FR0396'ABOUT 15.6 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0396'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, JUST SOUTH OF THE END OF
 FR0396'THE TRAVELED ROAD AT A FORK OF THE WASH, AT A ROCKY POINT, AT THE
 FR0396'CENTER OF THE WASH, 62 FEET WEST OF THE EAST WALL OF THE CANYON, IN
 FR0396'THE TOP OF A LARGE FLAT BOULDER, AND ABOUT 1-1/2 FEET ABOVE THE
 FR0396'GROUND.  A STANDARD DISK, STAMPED P 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0171 ***********************************************************************
 FR0171  DESIGNATION -  P 98
 FR0171  PID         -  FR0171
 FR0171  STATE/COUNTY-  AZ/COCONINO
 FR0171  USGS QUAD   -  MAY TANK POCKET (1989)
 FR0171
 FR0171                         *CURRENT SURVEY CONTROL
 FR0171  ___________________________________________________________________
 FR0171* NAD 83(1986)-  35 01 59.     (N)    112 10 13.     (W)     SCALED    
 FR0171* NAVD 88     -      1875.56   (+/-2cm)    6153.4    (feet)  VERTCON   
 FR0171  ___________________________________________________________________
 FR0171  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 FR0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0171
 FR0171.The horizontal coordinates were scaled from a topographic map and have
 FR0171.an estimated accuracy of +/- 6 seconds.
 FR0171
 FR0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0171.The vertical order pertains to the NGVD 29 superseded value.
 FR0171
 FR0171.The geoid height was determined by GEOID03.
 FR0171
 FR0171;                    North         East    Units  Estimated Accuracy
 FR0171;SPC AZ C     -   447,270.      190,220.      MT  (+/- 180 meters Scaled)
 FR0171
 FR0171                          SUPERSEDED SURVEY CONTROL
 FR0171
 FR0171  NGVD 29 (??/??/92) 1874.649  (m)         6150.41   (f) ADJ UNCH    2 0
 FR0171
 FR0171.Superseded values are not recommended for survey control.
 FR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0171.See file dsdata.txt to determine how the superseded data were derived.
 FR0171
 FR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD932773(NAD 83)
 FR0171_MARKER: DB = BENCH MARK DISK
 FR0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0171_STAMPING: P 98 1935
 FR0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0171+STABILITY: SURFACE MOTION
 FR0171
 FR0171  HISTORY     - Date     Condition        Report By
 FR0171  HISTORY     - 1935     MONUMENTED       CGS
 FR0171  HISTORY     - 19870524 MARK NOT FOUND   USPSQD
 FR0171
 FR0171                          STATION DESCRIPTION
 FR0171
 FR0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0171'14.3 MI N FROM PERKINSVILLE.
 FR0171'IN COCONINO COUNTY, ABOUT 14.3 MILES NORTH ALONG THE WILLIAMS ROAD
 FR0171'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT
 FR0171'PERKINSVILLE, YAVAPAI COUNTY, ABOUT 0.2 MILE SOUTH OF A SHARP CURVE IN
 FR0171'THE ROAD, AT A LARGE GRASSY SLOPE, AND 36 FEET WEST OF THE CENTER LINE
 FR0171'OF THE ROAD.  A STANDARD DISK, STAMPED P 98 1935 AND SET IN THE TOP OF
 FR0171'A CONCRETE POST.
 FR0171
 FR0171                          STATION RECOVERY (1987)
 FR0171
 FR0171'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 FR0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1203 ***********************************************************************
 DV1203  DESIGNATION -  P 99
 DV1203  PID         -  DV1203
 DV1203  STATE/COUNTY-  AZ/LA PAZ
 DV1203  USGS QUAD   -  EAST OF UTTING (1990)
 DV1203
 DV1203                         *CURRENT SURVEY CONTROL
 DV1203  ___________________________________________________________________
 DV1203* NAD 83(1986)-  33 47 12.     (N)    113 48 53.     (W)     SCALED    
 DV1203* NAVD 88     -       385.85   (+/-2cm)    1265.9    (feet)  VERTCON   
 DV1203  ___________________________________________________________________
 DV1203  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DV1203  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1203
 DV1203.The horizontal coordinates were scaled from a topographic map and have
 DV1203.an estimated accuracy of +/- 6 seconds.
 DV1203
 DV1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1203.The vertical order pertains to the NGVD 29 superseded value.
 DV1203
 DV1203.The geoid height was determined by GEOID03.
 DV1203
 DV1203;                    North         East    Units  Estimated Accuracy
 DV1203;SPC AZ W     -   309,010.      207,370.      MT  (+/- 180 meters Scaled)
 DV1203
 DV1203                          SUPERSEDED SURVEY CONTROL
 DV1203
 DV1203  NGVD 29 (??/??/92)  385.180  (m)         1263.71   (f) ADJ UNCH    1 2
 DV1203
 DV1203.Superseded values are not recommended for survey control.
 DV1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1203.See file dsdata.txt to determine how the superseded data were derived.
 DV1203
 DV1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC393420(NAD 83)
 DV1203_MARKER: DB = BENCH MARK DISK
 DV1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1203_STAMPING: P 99 1935
 DV1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1203+STABILITY: SURFACE MOTION
 DV1203
 DV1203  HISTORY     - Date     Condition        Report By
 DV1203  HISTORY     - 1935     MONUMENTED       CGS
 DV1203  HISTORY     - 1948     GOOD             NGS
 DV1203
 DV1203                          STATION DESCRIPTION
 DV1203
 DV1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1203'5.7 MI SE FROM UTTING.
 DV1203'5.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RWY., FROM
 DV1203'THE STATION AT UTTING, ABOUT 66 YARDS (6 RAILS) NORTHWEST OF MILEPOST
 DV1203'65, ABOUT 1.8 MILES SOUTHEAST OF THE MCVAY SIGNBOARD, 38 FEET
 DV1203'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 20.5 FEET NORTHWEST OF A
 DV1203'POLE.  A STANDARD DISK, STAMPED P 99 1935 AND SET IN THE TOP OF A
 DV1203'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0991 ***********************************************************************
 FR0991  DESIGNATION -  P AND M
 FR0991  PID         -  FR0991
 FR0991  STATE/COUNTY-  AZ/MOHAVE
 FR0991  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0991
 FR0991                         *CURRENT SURVEY CONTROL
 FR0991  ___________________________________________________________________
 FR0991* NAD 83(1992)-  35 38 18.10822(N)    113 55 07.79262(W)     ADJUSTED  
 FR0991* NAVD 88     -      1086.8    (meters)    3566.     (feet)  VERTCON   
 FR0991  ___________________________________________________________________
 FR0991  LAPLACE CORR-          10.40  (seconds)                    DEFLEC99
 FR0991  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FR0991  HORZ ORDER  -  SECOND
 FR0991
 FR0991.The horizontal coordinates were established by classical geodetic methods
 FR0991.and adjusted by the National Geodetic Survey in August 1993.
 FR0991
 FR0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0991
 FR0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0991
 FR0991.The geoid height was determined by GEOID03.
 FR0991
 FR0991;                    North         East     Units Scale Factor Converg.
 FR0991;SPC AZ W     -   514,421.551   198,069.366   MT  0.99993621   -0 05 54.1
 FR0991;SPC AZ W     - 1,687,734.75    649,833.88   iFT  0.99993621   -0 05 54.1
 FR0991;UTM  12      - 3,947,763.468   235,699.872   MT  1.00046090   -1 42 06.1
 FR0991;UTM  11      - 3,948,212.481   779,004.242   MT  1.00055937   +1 47 47.2
 FR0991
 FR0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0991!SPC AZ W     -   0.99983373  x   0.99993621  =   0.99976995
 FR0991!UTM  12      -   0.99983373  x   1.00046090  =   1.00029455
 FR0991!UTM  11      -   0.99983373  x   1.00055937  =   1.00039300
 FR0991
 FR0991|---------------------------------------------------------------------|
 FR0991| PID    Reference Object                     Distance      Geod. Az  |
 FR0991|                                                           dddmmss.s |
 FR0991| CH3836 P AND M RM 1                          3.520 METERS 07859     |
 FR0991| CH3835 P AND M AZ MK                                      1391550.1 |
 FR0991| CH3837 P AND M RM 2                          4.050 METERS 20739     |
 FR0991|---------------------------------------------------------------------|
 FR0991
 FR0991                          SUPERSEDED SURVEY CONTROL
 FR0991
 FR0991  NAD 83(1986)-  35 38 18.10182(N)    113 55 07.79051(W) AD(       ) 2
 FR0991  NAD 27      -  35 38 18.13400(N)    113 55 04.96900(W) AD(       ) 2
 FR0991  NGVD 29 (07/19/86) 1086.0    (m)         3563.     (f) VERT ANG    3  
 FR0991
 FR0991.Superseded values are not recommended for survey control.
 FR0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0991.See file dsdata.txt to determine how the superseded data were derived.
 FR0991
 FR0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3570047763(NAD 83)
 FR0991_MARKER: DS = TRIANGULATION STATION DISK
 FR0991_SETTING: 80 = SET IN A BOULDER
 FR0991_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0991
 FR0991  HISTORY     - Date     Condition        Report By
 FR0991  HISTORY     - 1936     MONUMENTED       CGS
 FR0991  HISTORY     - 1960     GOOD             AMS
 FR0991
 FR0991                          STATION DESCRIPTION
 FR0991
 FR0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0991'STATION IS LOCATED IN THE FOOTHILLS OF THE MUSIC MOUNTAIN
 FR0991'RANGE, ABOUT 23 MILES NORTH-NORTHWEST, AIRLINE, FROM HACKBERRY,
 FR0991'ABOUT 28 MILES WEST-NORTHWEST, AIRLINE, FROM PEACH SPRINGS,
 FR0991'ON THE EAST SIDE OF THE HUALPAI VALLEY, ON THE PROPERTY OF THE
 FR0991'P. AND M. MINING COMPANY, ON THE TOP OF THE FIRST HILL ABOUT
 FR0991'0.2 MILE NORTHWEST OF THE MAIN MILL HOUSE.  THERE ARE HIGHER
 FR0991'HILLS TO THE NORTH AND EAST OF THE STATION HILL.
 FR0991'
 FR0991'STATION AND REFERENCE MARKS SET INTO A DRILL HOLE IN A BOULDER.
 FR0991'
 FR0991'AZIMUTH MARK, SET INTO A DRILL HOLE IN A BOULDER IS LOCATED ON
 FR0991'SMALL, LOW, ROCKY KNOLL JUST TO THE RIGHT OF ROAD TO MILL
 FR0991'HOUSES AND ABOUT 0.4 MILE BEFORE REACHING SAME.
 FR0991'
 FR0991'TO REACH FROM THE POST OFFICE AT PEACH SPRINGS, GO WESTERLY
 FR0991'ON U.S. HIGHWAY 66 FOR 28.2 MILES, (5.8 MILES WEST OF NORTHSIDE
 FR0991'SERVICE STATION AT HACKBERRY), TURN RIGHT HERE OFF THE HIGHWAY,
 FR0991'PASS THROUGH A CATTLE GUARD AND FOLLOW A BLADED ROAD NORTHERLY
 FR0991'UP HUALPAI VALLEY 6.0 MILES TO A Y, TAKE LEFT FORK, MAIN-TRAVELED
 FR0991'ROAD AND CONTINUE ON BLADED ROAD 0.2 MILE TO TRIANGULATION
 FR0991'STATION VALLEY-1936, JUST OFF THE ROAD ON THE LEFT, CONTINUE
 FR0991'NORTH ON BLADED ROAD 4.3 MILES TO A Y, TAKE LEFT FORK AND
 FR0991'CONTINUE ON MAIN VALLEY ROAD 4.7 MILES TO A Y, (SIGN P AND M
 FR0991'MINE), TAKE RIGHT FORK, AND FOLLOW MAIN-TRAVELED ROAD 1.4
 FR0991'MILES TO THE MAIN MINE MILL HOUSES, LOCATED ON THE
 FR0991'SOUTHEAST SIDE OF STATION HILL.  THIS IS END OF TRUCK
 FR0991'TRAVEL, FROM THE MILL HOUSES, PACK NORTHWEST UP THE
 FR0991'HILL TO THE HIGHEST POINT AND STATION, ABOUT 300 YARDS
 FR0991'CLIMB, AND 20-MINUTE PACK FROM MILL HOUSES.
 FR0991'
 FR0991'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FR0991
 FR0991                          STATION RECOVERY (1960)
 FR0991
 FR0991'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 FR0991'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0024 ***********************************************************************
 EU0024  DESIGNATION -  P AND MB
 EU0024  PID         -  EU0024
 EU0024  STATE/COUNTY-  AZ/MOHAVE
 EU0024  USGS QUAD   -  TOPOCK (1970)
 EU0024
 EU0024                         *CURRENT SURVEY CONTROL
 EU0024  ___________________________________________________________________
 EU0024* NAD 83(1986)-  34 43 01.     (N)    114 29 08.     (W)     SCALED    
 EU0024* NAVD 88     -       154.48   (+/-2cm)     506.8    (feet)  VERTCON   
 EU0024  ___________________________________________________________________
 EU0024  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0024
 EU0024.The horizontal coordinates were scaled from a topographic map and have
 EU0024.an estimated accuracy of +/- 6 seconds.
 EU0024
 EU0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0024.The vertical order pertains to the NGVD 29 superseded value.
 EU0024
 EU0024.The geoid height was determined by GEOID03.
 EU0024
 EU0024;                    North         East    Units  Estimated Accuracy
 EU0024;SPC AZ W     -   412,440.      145,990.      MT  (+/- 180 meters Scaled)
 EU0024
 EU0024                          SUPERSEDED SURVEY CONTROL
 EU0024
 EU0024  NGVD 29 (??/??/??)  153.832  (m)          504.70   (f) ADJUSTED    2 0
 EU0024
 EU0024.Superseded values are not recommended for survey control.
 EU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0024.See file dsdata.txt to determine how the superseded data were derived.
 EU0024
 EU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU302445(NAD 83)
 EU0024_MARKER: DD = SURVEY DISK
 EU0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0024_STAMPING: P + MB 1961
 EU0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0024+STABILITY: SURFACE MOTION
 EU0024
 EU0024  HISTORY     - Date     Condition        Report By
 EU0024  HISTORY     - 1961     MONUMENTED       AZHD
 EU0024  HISTORY     - 1961     GOOD             NGS
 EU0024  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0024  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0024
 EU0024                          STATION DESCRIPTION
 EU0024
 EU0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0024'AT TOPOCK.
 EU0024'AT TOPOCK, NEAR THE EAST END OF U.S. HIGHWAY 66 BRIDGE OVER THE
 EU0024'COLORADO RIVER, 61 FEET NORTH OF THE CENTER OF HIGHWAY 66, 76
 EU0024'FEET NORTHEAST OF THE EAST END OF THE NORTH METAL GUARD RAIL OF
 EU0024'THE BRIDGE, 10 FEET NORTH OF A FENCE, 36 FEET EAST OF THE EDGE OF A
 EU0024'BLUFF, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 EU0024'GROUND.
 EU0024
 EU0024                          STATION RECOVERY (1970)
 EU0024
 EU0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0024'MARK NOT FOUND.
 EU0024
 EU0024                          STATION RECOVERY (1981)
 EU0024
 EU0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0024'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0589 ***********************************************************************
 FP0589  DESIGNATION -  P S 1
 FP0589  PID         -  FP0589
 FP0589  STATE/COUNTY-  AZ/APACHE
 FP0589  USGS QUAD   -  CHAMBERS (1971)
 FP0589
 FP0589                         *CURRENT SURVEY CONTROL
 FP0589  ___________________________________________________________________
 FP0589* NAD 83(1992)-  35 11 20.98365(N)    109 27 28.56610(W)     ADJUSTED  
 FP0589* NAVD 88     -      1776.     (meters)    5827.     (feet)  SCALED    
 FP0589  ___________________________________________________________________
 FP0589  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 FP0589  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 FP0589  HORZ ORDER  -  SECOND
 FP0589
 FP0589.The horizontal coordinates were established by classical geodetic methods
 FP0589.and adjusted by the National Geodetic Survey in August 1993.
 FP0589
 FP0589.The orthometric height was scaled from a topographic map.
 FP0589
 FP0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0589
 FP0589.The geoid height was determined by GEOID03.
 FP0589
 FP0589;                    North         East     Units Scale Factor Converg.
 FP0589;SPC AZ E     -   464,788.253   277,903.670   MT  0.99995132   +0 24 30.4
 FP0589;SPC AZ E     - 1,524,895.84    911,757.45   iFT  0.99995132   +0 24 30.4
 FP0589;UTM  12      - 3,895,109.688   640,397.120   MT  0.99984293   +0 53 19.7
 FP0589
 FP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0589!SPC AZ E     -   0.99972491  x   0.99995132  =   0.99967625
 FP0589!UTM  12      -   0.99972491  x   0.99984293  =   0.99956789
 FP0589
 FP0589|---------------------------------------------------------------------|
 FP0589| PID    Reference Object                     Distance      Geod. Az  |
 FP0589|                                                           dddmmss.s |
 FP0589| CD4628 P S 1 RM 1                            8.749 METERS 00532     |
 FP0589| FP0208 CHAMBERS                            APPROX. 0.7 KM 1874029.0 |
 FP0589| CD4629 P S 1 RM 2                            8.376 METERS 27727     |
 FP0589|---------------------------------------------------------------------|
 FP0589
 FP0589                          SUPERSEDED SURVEY CONTROL
 FP0589
 FP0589  NAD 83(1986)-  35 11 20.97902(N)    109 27 28.56740(W) AD(       ) 2
 FP0589  NAD 27      -  35 11 20.89640(N)    109 27 26.17870(W) AD(       ) 2
 FP0589
 FP0589.Superseded values are not recommended for survey control.
 FP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0589.See file dsdata.txt to determine how the superseded data were derived.
 FP0589
 FP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4039795110(NAD 83)
 FP0589_MARKER: DS = TRIANGULATION STATION DISK
 FP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0589
 FP0589  HISTORY     - Date     Condition        Report By
 FP0589  HISTORY     - 1959     MONUMENTED       CGS
 FP0589  HISTORY     - 1971     GOOD             USGS
 FP0589
 FP0589                          STATION DESCRIPTION
 FP0589
 FP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0589'THE STATION IS LOCATED ABOUT 6 MILES EAST OF NAVAJO, 1.2 MILES
 FP0589'WEST OF CHAMBERS AND 0.3 MILE NORTH OF U.S. HIGHWAY 66 ON A SMALL
 FP0589'KNOLL.
 FP0589'
 FP0589'TO REACH THE STATION FROM THE POST OFFICE AT CHAMBERS GO NORTH ON
 FP0589'THE PAVED ROAD FOR 0.8 MILE TO A CATTLE GUARD ON THE LEFT, TURN
 FP0589'LEFT ACROSS THE GUARD AND TURN LEFT ON A DIM TRACK ROAD,
 FP0589'FOLLOWING IT SOUTHWEST FOR 0.25 MILE TO A WIRE GATE.  GO THROUGH
 FP0589'THE GATE AND CONTINUE SOUTHWEST FOR 0.1 MILE TO A FORK, TAKE THE
 FP0589'RIGHT FORK AND GO 0.1 MILE TO THE OLD HIGHWAY, TURN RIGHT AND
 FP0589'FOLLOW THE SCARIFIED PAVEMENT WEST FOR 0.75 MILE TO THE TOP OF
 FP0589'THE GRADE.  LEAVE THE OLD ROAD, TURNING LEFT, AND GO SOUTHWARD
 FP0589'FOR 0.4 MILE TO THE TOP OF A SMALL KNOLL AND THE STATION.
 FP0589'
 FP0589'THE STATION MARK IS A STANDARD DISK STAMPED P-S 1 AHD 1959, SET
 FP0589'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES, 2.6 FEET
 FP0589'EAST OF A WITNESS POST.
 FP0589'
 FP0589'R.M. 1 IS A STANDARD DISK STAMPED P-S 1 AHD NO 1 1959, SET IN A
 FP0589'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 FP0589'
 FP0589'R.M. 2 IS A STANDARD DISK STAMPED P-S 1 AHD NO 2 1959, SET IN
 FP0589'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 FP0589'
 FP0589'TRIANGULATION STATION CHAMBERS CAN BE USED AS AN AZIMUTH MARK.
 FP0589'SEE DESCRIPTION THEREOF.
 FP0589
 FP0589                          STATION RECOVERY (1971)
 FP0589
 FP0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DJF)
 FP0589'TO REACH FROM THE POST OFFICE AT CHAMBERS, PROCEED WEST ON THE
 FP0589'WEST BOUND LANE OF I-40 FOR 1.6 MILES TO PARKING SPACE AND CUT
 FP0589'ON RIGHT AND END OF TRUCK TRAVEL.  PACK NORTH UP CUT FOR ABOUT
 FP0589'300 FT TO TOP OF RIM (NOTE--THIS IS LOCATION OF STATION CHAMBERS).
 FP0589'PASS BY STATION CHAMBERS AND PACK NORTH-NORTHEAST FOR ABOUT 2,400
 FP0589'FT. TO GRASS COVERED TOP AND STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6898 ***********************************************************************
 AC6898  DESIGNATION -  P06 C
 AC6898  PID         -  AC6898
 AC6898  STATE/COUNTY-  AZ/MOHAVE
 AC6898  USGS QUAD   -  DAVIS DAM (1983)
 AC6898
 AC6898                         *CURRENT SURVEY CONTROL
 AC6898  ___________________________________________________________________
 AC6898* NAD 83(2007)-  35 08 50.86927(N)    114 33 29.39986(W)     ADJUSTED  
 AC6898* NAVD 88     -       210.6    (meters)     691.     (feet)  GPS OBS   
 AC6898  ___________________________________________________________________
 AC6898  EPOCH DATE  -        2007.00
 AC6898  X           -  -2,170,007.535 (meters)                     COMP
 AC6898  Y           -  -4,748,865.141 (meters)                     COMP
 AC6898  Z           -   3,651,359.960 (meters)                     COMP
 AC6898  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AC6898  ELLIP HEIGHT-         180.466 (meters)          (02/10/07) ADJUSTED
 AC6898  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AC6898
 AC6898  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6898  Type    PID    Designation                      North   East  Ellip
 AC6898  -------------------------------------------------------------------
 AC6898  NETWORK AC6898 P06 C                             0.73   0.59   1.37
 AC6898  -------------------------------------------------------------------
 AC6898
 AC6898.This mark is at Laughlin/bullhead Intl Airport (IFP)
 AC6898
 AC6898.The horizontal coordinates were established by GPS observations
 AC6898.and adjusted by the National Geodetic Survey in February 2007.
 AC6898
 AC6898.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6898.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6898.The horizontal coordinates are valid at the epoch date displayed above.
 AC6898.The epoch date for horizontal control is a decimal equivalence
 AC6898.of Year/Month/Day.
 AC6898
 AC6898.The orthometric height was determined by GPS observations and a
 AC6898.high-resolution geoid model.
 AC6898
 AC6898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6898
 AC6898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6898
 AC6898.The ellipsoidal height was determined by GPS observations
 AC6898.and is referenced to NAD 83.
 AC6898
 AC6898.The geoid height was determined by GEOID03.
 AC6898
 AC6898;                    North         East     Units Scale Factor Converg.
 AC6898;SPC AZ W     -   460,246.810   139,720.628   MT  1.00000014   -0 27 55.0
 AC6898;SPC AZ W     - 1,509,996.10    458,401.01   iFT  1.00000014   -0 27 55.0
 AC6898;UTM  11      - 3,892,126.170   722,443.743   MT  1.00020986   +1 24 22.7
 AC6898
 AC6898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6898!SPC AZ W     -   0.99997167  x   1.00000014  =   0.99997181
 AC6898!UTM  11      -   0.99997167  x   1.00020986  =   1.00018153
 AC6898
 AC6898                          SUPERSEDED SURVEY CONTROL
 AC6898
 AC6898  ELLIP H (08/22/01)  180.491  (m)                       GP(       ) 3 2
 AC6898  NAD 83(1992)-  35 08 50.86848(N)    114 33 29.39900(W) AD(       ) 3
 AC6898  ELLIP H (10/09/97)  180.430  (m)                       GP(       ) 3 2
 AC6898
 AC6898.Superseded values are not recommended for survey control.
 AC6898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6898.See file dsdata.txt to determine how the superseded data were derived.
 AC6898
 AC6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2244492126(NAD 83)
 AC6898_MARKER: DD = SURVEY DISK
 AC6898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6898_STAMPING: P06 C 1993
 AC6898_MARK LOGO: NGS   
 AC6898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6898+STABILITY: SURFACE MOTION
 AC6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6898+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1997
 AC6898
 AC6898  HISTORY     - Date     Condition        Report By
 AC6898  HISTORY     - 1993     MONUMENTED       NOS
 AC6898  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 AC6898  HISTORY     - 19970512 GOOD             NGS
 AC6898
 AC6898                          STATION DESCRIPTION
 AC6898
 AC6898'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (RTH)
 AC6898'THE STATION IS LOCATED AT THE LAUGHLIN/BULLHEAD CITY AIRPORT.  IT IS
 AC6898'67.5 FT (20.6 M) NORTHWEST OF THE NORTH EDGE OF A HOLDBAR, 84.5 FT
 AC6898'(25.8 M) NORTHWEST OF THE CENTER OF A SIGN, 83.2 FT (25.4 M) NORTH OF
 AC6898'THE CENTER OF THE CONNECTING TAXIWAY TO CL END OF RUNWAY 34, AND 185.7
 AC6898'FT (56.6 M) EAST OF THE CENTER OF THE RUNWAY.  THE STATION IS A
 AC6898'STANDARD NOS BRASS DISK SET IN A CONCRETE POST WHICH IS FLUSH WITH THE
 AC6898'GROUND AND STAMPED P06 C 1993.
 AC6898
 AC6898                          STATION RECOVERY (1995)
 AC6898
 AC6898'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 AC6898'RECOVERY NOTE BY CHANCE 1995 MARK NOT FOUND - SEARCHED 0.5 PERSON-HOUR
 AC6898
 AC6898                          STATION RECOVERY (1997)
 AC6898
 AC6898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6898'THE STATION IS LOCATED ON THE NORTH SIDE OF BULLHEAD CITY AT THE
 AC6898'LAUGHLIN/BULLHEAD INTERNATIONAL AIRPORT, ALONG THE EAST EDGE AND NEAR
 AC6898'THE SOUTH END OF RUWNAY 16-34.  OWNERSHIP--MOHAVE COUNTY AIRPORT
 AC6898'AUTHORITY, DAVID B.  SMITH, AIRPORT MANAGER, 600 HIGHWAY 95, BULLHEAD
 AC6898'CITY, AZ 86429.  THE PHONE NUMBER IS (520) 754-2134.  TO REACH THE
 AC6898'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 95, 163, AND BULLHEAD
 AC6898'PARKWAY ON THE NORTH SIDE OF BULLHEAD CITY, GO EAST FOR 0.9 KM (0.55
 AC6898'MI) ON THE PARKWAY TO LAUGHLIN VIEW DRIVE ON THE RIGHT.  TURN RIGHT
 AC6898'AND GO SOUTHERLY FOR 0.5 KM (0.30 MI) ON THE DRIVE TO A LOCKED GATE ON
 AC6898'THE RIGHT JUST BEFORE REACHING THE AIRPORT FIRE STATION. PASS THROUGH
 AC6898'THE GATE AND CONTINUE SOUTH FOR 50-METERS ON A PAVED ACCESS ROAD TO
 AC6898'TAXIWAY B.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 AC6898'TO PARALLEL TAXIWAY A.  TURN LEFT AND GO SOUTH FOR 1.9 KM (1.20 MI) ON
 AC6898'THE TAXIWAY TO THE STATION RIGHT JUST BEFORE REACHING A CONNECTING
 AC6898'TAXIWAY TO RUNWAY END 34.  THE STATION IS 65.4 M (214.6 FT) WEST OF
 AC6898'THE CENTER OF THE PARALLEL TAXIWAY, 36.4 M (119.4 FT) WEST-SOUTHWEST
 AC6898'OF STATION IFP A, 34.9 M (114.5 FT) EAST OF THE EAST EDGE OF THE
 AC6898'RUNWAY, AND 25.6 M (84.0 FT) NORTH OF THE CENTER OF THE CONNECTING
 AC6898'TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2760 ***********************************************************************
 DI2760  PACS        -  This is a Primary Airport Control Station.
 DI2760  DESIGNATION -  P13 A 2006
 DI2760  PID         -  DI2760
 DI2760  STATE/COUNTY-  AZ/GILA
 DI2760  USGS QUAD   -  CUTTER (1979)
 DI2760
 DI2760                         *CURRENT SURVEY CONTROL
 DI2760  ___________________________________________________________________
 DI2760* NAD 83(1992)-  33 21 15.08726(N)    110 40 01.20077(W)     ADJUSTED  
 DI2760* NAVD 88     -       978.44   (meters)    3210.1    (feet)  LEVELING  
 DI2760  ___________________________________________________________________
 DI2760  X           -  -1,882,480.503 (meters)                     COMP
 DI2760  Y           -  -4,990,530.990 (meters)                     COMP
 DI2760  Z           -   3,487,360.306 (meters)                     COMP
 DI2760  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DI2760  ELLIP HEIGHT-         951.150 (meters)          (10/13/06) ADJUSTED
 DI2760  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DI2760  HORZ ORDER  -  B
 DI2760  VERT ORDER  -  THIRD ?
 DI2760  ELLP ORDER  -  FOURTH    CLASS II
 DI2760
 DI2760.This mark is at San Carlos Apache Airport  (P13)
 DI2760
 DI2760.The horizontal coordinates were established by GPS observations
 DI2760.and adjusted by the WOOLPERT CONSULTANTS in October 2006.
 DI2760
 DI2760.The orthometric height was determined by differential leveling.
 DI2760.The vertical network tie was performed by a horz. field party for horz.
 DI2760.obs reductions. Reset procedures were used to establish the elevation.
 DI2760
 DI2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2760
 DI2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI2760
 DI2760.The ellipsoidal height was determined by GPS observations
 DI2760.and is referenced to NAD 83.
 DI2760
 DI2760.The geoid height was determined by GEOID03.
 DI2760
 DI2760;                    North         East     Units Scale Factor Converg.
 DI2760;SPC AZ E     -   261,141.870   166,794.360   MT  0.99992672   -0 16 30.3
 DI2760;SPC AZ E     -   856,764.67    547,225.59   iFT  0.99992672   -0 16 30.3
 DI2760;UTM  12      - 3,690,603.202   530,982.636   MT  0.99961183   +0 10 59.1
 DI2760
 DI2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2760!SPC AZ E     -   0.99985070  x   0.99992672  =   0.99977743
 DI2760!UTM  12      -   0.99985070  x   0.99961183  =   0.99946258
 DI2760
 DI2760|---------------------------------------------------------------------|
 DI2760| PID    Reference Object                     Distance      Geod. Az  |
 DI2760|                                                           dddmmss.s |
 DI2760| DU0222 N 16                                324.520 METERS 31252     |
 DI2760|---------------------------------------------------------------------|
 DI2760
 DI2760                          SUPERSEDED SURVEY CONTROL
 DI2760
 DI2760.No superseded survey control is available for this station.
 DI2760
 DI2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3098390603(NAD 83)
 DI2760_MARKER: I = METAL ROD
 DI2760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI2760_STAMPING: P13 A 2006
 DI2760_MARK LOGO: WOOLPT
 DI2760_PROJECTION: FLUSH
 DI2760_MAGNETIC: I = MARKER IS A STEEL ROD
 DI2760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI2760+STABILITY: POSITION/ELEVATION WELL
 DI2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2760+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DI2760_ROD/PIPE-DEPTH: 17.5 meters
 DI2760_SLEEVE-DEPTH  : 0.9 meters
 DI2760
 DI2760  HISTORY     - Date     Condition        Report By
 DI2760  HISTORY     - 20060823 MONUMENTED       WOOLPT
 DI2760  HISTORY     - 20080923 GOOD             GEOMET
 DI2760
 DI2760                          STATION DESCRIPTION
 DI2760
 DI2760'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI2760'DESCRIBED BY WOOLPERT INC 2004 (DJK) THE STATION IS LOCATED ABOUT 70
 DI2760'MI (112.65 KM) EAST-SOUTHEAST OF PHOENIX, 10.5 MI (16.9 KM) WEST SAN
 DI2760'CARLOS  AND 7.5 MI (12.07 KM) EAST OF GLOBE, AZ AT THE SAN CARLOS
 DI2760'APACHE AIRPORT.  YOU MUST CONTACT THE  AIRPORT MANAGER MR.  CHARLES
 DI2760'RUSSEL AT 520-475-2361.  OWNERSHIP  SAN CARLOS APACHE TRIBE.
 DI2760' 
 DI2760'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 60 AND US
 DI2760'HIGHWAY 70 IN GLOBE, GO EAST ON HIGHWAY 70 FOR 5.9 MI (9.5 KM) TO THE
 DI2760'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT  (SOUTH) ON TO THE ACCESS
 DI2760'ROAD AND CONTINUE WHILE TURNING BACK TO THE EAST FOR  APPROXIMATELY
 DI2760'400 FT (121.9 M) TO THE AIRPORT BEACON.  TURN RIGHT (SOUTH) ONTO THE
 DI2760'APRON CONTINUE  SOUTH FOR 150 FT (45.7 M) TO THE MAIN PARALLELL
 DI2760'TAXIWAY.  TURN RIGHT (WEST) ON THE TAXIWAY FOR  0.30 MI (0.48 KM) TO
 DI2760'THE STATION ON THE RIGHT INSIDE THE SEGMENTED CIRCLE OF THE WINDSOCK.
 DI2760' 
 DI2760'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DI2760'REFUSAL AT A DEPTH OF 57.3 FT (17.5 M) ENCASED IN A 3.0 FT (0.9 M)
 DI2760'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH (13 CM) PVC PIPE WITH LOGO
 DI2760'LID, SURROUNDED BY A  CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS
 DI2760'76.3 FT (23.3 M) NORTH OF THE NORTH EDGE OF  PARALLELL TAXIWAY, 255 FT
 DI2760'(77.7 M) SOUTH OF A 6 FT (1.8 M) TALL CHAIN LINK PEREMETER FENCE,
 DI2760'32.80 FT (10.0 M)  SOUTHEAST OF THE WINDSOCK, AND 3.2808 FT (1.0 M)
 DI2760'SOUTHEAST OF A FIBERGLASS WITNESS POST. THIS STATION IS DESIGNATED AS
 DI2760'A PRIMARY CONTROL STATION.
 DI2760
 DI2760                          STATION RECOVERY (2008)
 DI2760
 DI2760'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 DI2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2761 ***********************************************************************
 DI2761  SACS        -  This is a Secondary Airport Control Station.
 DI2761  DESIGNATION -  P13 B 2006
 DI2761  PID         -  DI2761
 DI2761  STATE/COUNTY-  AZ/GILA
 DI2761  USGS QUAD   -  CUTTER (1979)
 DI2761
 DI2761                         *CURRENT SURVEY CONTROL
 DI2761  ___________________________________________________________________
 DI2761* NAD 83(1992)-  33 21 09.29656(N)    110 39 24.19665(W)     ADJUSTED  
 DI2761* NAVD 88     -       967.96   (meters)    3175.7    (feet)  GPS OBS   
 DI2761  ___________________________________________________________________
 DI2761  X           -  -1,881,616.686 (meters)                     COMP
 DI2761  Y           -  -4,990,952.236 (meters)                     COMP
 DI2761  Z           -   3,487,205.506 (meters)                     COMP
 DI2761  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DI2761  ELLIP HEIGHT-         940.676 (meters)          (10/13/06) ADJUSTED
 DI2761  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DI2761  HORZ ORDER  -  FIRST
 DI2761  ELLP ORDER  -  FOURTH    CLASS II
 DI2761
 DI2761.This mark is at San Carlos Apache Airport  (P13)
 DI2761
 DI2761.The horizontal coordinates were established by GPS observations
 DI2761.and adjusted by the WOOLPERT CONSULTANTS in October 2006.
 DI2761
 DI2761.The orthometric height was determined by GPS observations and a
 DI2761.high-resolution geoid model.
 DI2761
 DI2761.GPS derived orthometric heights for airport stations designated as
 DI2761.PACS or SACS are published to 2 decimal places.  This maintains
 DI2761.centimeter relative accuracy between the PACS and SACS.  It does
 DI2761.not indicate centimeter accuracy relative to other marks which are
 DI2761.part of the NAVD 88 network.
 DI2761
 DI2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2761
 DI2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI2761
 DI2761.The ellipsoidal height was determined by GPS observations
 DI2761.and is referenced to NAD 83.
 DI2761
 DI2761.The geoid height was determined by GEOID03.
 DI2761
 DI2761;                    North         East     Units Scale Factor Converg.
 DI2761;SPC AZ E     -   260,958.936   167,750.181   MT  0.99992564   -0 16 10.0
 DI2761;SPC AZ E     -   856,164.49    550,361.49   iFT  0.99992564   -0 16 10.0
 DI2761;UTM  12      - 3,690,427.972   531,939.589   MT  0.99961258   +0 11 19.4
 DI2761
 DI2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2761!SPC AZ E     -   0.99985234  x   0.99992564  =   0.99977799
 DI2761!UTM  12      -   0.99985234  x   0.99961258  =   0.99946498
 DI2761
 DI2761                          SUPERSEDED SURVEY CONTROL
 DI2761
 DI2761.No superseded survey control is available for this station.
 DI2761
 DI2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3194090428(NAD 83)
 DI2761_MARKER: DD = SURVEY DISK
 DI2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2761_STAMPING: P13 B 2006
 DI2761_MARK LOGO: WOOLPT
 DI2761_PROJECTION: FLUSH
 DI2761_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2761+STABILITY: SURFACE MOTION
 DI2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2761+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DI2761
 DI2761  HISTORY     - Date     Condition        Report By
 DI2761  HISTORY     - 20060823 MONUMENTED       WOOLPT
 DI2761  HISTORY     - 20080923 GOOD             GEOMET
 DI2761
 DI2761                          STATION DESCRIPTION
 DI2761
 DI2761'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI2761'DESCRIBED BY WOOLPERT INC 2004 (DJK) THE STATION IS LOCATED ABOUT 70
 DI2761'MI (112.65 KM) EAST-SOUTHEAST OF PHOENIX, 10.5 MI (16.9 KM) WEST SAN
 DI2761'CARLOS AND 7.5 MI (12.07 KM) EAST  OF GLOBE, AZ AT THE SAN CARLOS
 DI2761'APACHE AIRPORT.  YOU MUST CONTACT THE AIRPORT MANAGER MR.  CHARLES
 DI2761'RUSSEL  AT 520-475-2361.  OWNERSHIP  SAN CARLOS APACHE TRIBE.
 DI2761' 
 DI2761'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 60 AND US
 DI2761'HIGHWAY 70 IN GLOBE, GO EAST ON  HIGHWAY 70 FOR 5.9 MI (9.5 KM) TO THE
 DI2761'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT (SOUTH) ON TO THE ACCESS
 DI2761'ROAD  AND CONTINUE WHILE TURNING BACK TO THE EAST FOR APPROXIMATELY
 DI2761'400 FT (121.9 M) TO THE AIRPORT BEACON.  TURN RIGHT  (SOUTH) ONTO THE
 DI2761'APRON CONTINUE SOUTH FOR 150 FT (45.7 M) TO THE MAIN PARALLELL
 DI2761'TAXIWAY.  TURN LEFT (EAST) ON THE  TAXIWAY FOR 0.30 MI (0.48 KM) TO
 DI2761'THE END OF THE TAXIWAY AND THE STATION ON THE LEFT IN THE SEGMENTED
 DI2761'CIRCLE JUST  NORTH OF A WINDSOCK.
 DI2761' 
 DI2761'THE MARK IS A WOOLPERT AIRPORT CONTROL DISK SET IN THE TOP OF A
 DI2761'CONCRETE POST.  IT IS 151.30 FT (46.1 M) NORTHWEST  OF THE NORTHEAST
 DI2761'CORNER OF THE TAXIWAY, 151.70 FT (46.2 M) SOUTH OF THE 6 FT (1.8 M)
 DI2761'CHAINLINK PEREMETER FENCE, 41.40 FT (12.6 M)  NORTHWEST OF THE
 DI2761'WINDSOCK, AND 3.2808 FT (1.0 M) SOUTH OF A FIBERGLASS WITNESS POST.
 DI2761'THIS STATION IS DESIGNATED AS A SECONDARY CONTROL STATION.
 DI2761
 DI2761                          STATION RECOVERY (2008)
 DI2761
 DI2761'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 DI2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2762 ***********************************************************************
 DI2762  SACS        -  This is a Secondary Airport Control Station.
 DI2762  DESIGNATION -  P13 C 2006
 DI2762  PID         -  DI2762
 DI2762  STATE/COUNTY-  AZ/GILA
 DI2762  USGS QUAD   -  CUTTER (1979)
 DI2762
 DI2762                         *CURRENT SURVEY CONTROL
 DI2762  ___________________________________________________________________
 DI2762* NAD 83(1992)-  33 21 21.53905(N)    110 40 41.35094(W)     ADJUSTED  
 DI2762* NAVD 88     -       992.94   (meters)    3257.7    (feet)  GPS OBS   
 DI2762  ___________________________________________________________________
 DI2762  X           -  -1,883,417.570 (meters)                     COMP
 DI2762  Y           -  -4,990,073.529 (meters)                     COMP
 DI2762  Z           -   3,487,534.331 (meters)                     COMP
 DI2762  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DI2762  ELLIP HEIGHT-         965.648 (meters)          (10/13/06) ADJUSTED
 DI2762  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DI2762  HORZ ORDER  -  FIRST
 DI2762  ELLP ORDER  -  FOURTH    CLASS II
 DI2762
 DI2762.This mark is at San Carlos Apache Airport  (P13)
 DI2762
 DI2762.The horizontal coordinates were established by GPS observations
 DI2762.and adjusted by the WOOLPERT CONSULTANTS in October 2006.
 DI2762
 DI2762.The orthometric height was determined by GPS observations and a
 DI2762.high-resolution geoid model.
 DI2762
 DI2762.GPS derived orthometric heights for airport stations designated as
 DI2762.PACS or SACS are published to 2 decimal places.  This maintains
 DI2762.centimeter relative accuracy between the PACS and SACS.  It does
 DI2762.not indicate centimeter accuracy relative to other marks which are
 DI2762.part of the NAVD 88 network.
 DI2762
 DI2762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2762
 DI2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI2762
 DI2762.The ellipsoidal height was determined by GPS observations
 DI2762.and is referenced to NAD 83.
 DI2762
 DI2762.The geoid height was determined by GEOID03.
 DI2762
 DI2762;                    North         East     Units Scale Factor Converg.
 DI2762;SPC AZ E     -   261,345.663   165,757.340   MT  0.99992793   -0 16 52.5
 DI2762;SPC AZ E     -   857,433.28    543,823.29   iFT  0.99992793   -0 16 52.5
 DI2762;UTM  12      - 3,690,798.633   529,944.348   MT  0.99961105   +0 10 37.1
 DI2762
 DI2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2762!SPC AZ E     -   0.99984842  x   0.99992793  =   0.99977636
 DI2762!UTM  12      -   0.99984842  x   0.99961105  =   0.99945953
 DI2762
 DI2762                          SUPERSEDED SURVEY CONTROL
 DI2762
 DI2762.No superseded survey control is available for this station.
 DI2762
 DI2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2994490799(NAD 83)
 DI2762_MARKER: DD = SURVEY DISK
 DI2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2762_STAMPING: P13 C 2006
 DI2762_MARK LOGO: WOOLPT
 DI2762_PROJECTION: FLUSH
 DI2762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2762+STABILITY: SURFACE MOTION
 DI2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2762+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DI2762
 DI2762  HISTORY     - Date     Condition        Report By
 DI2762  HISTORY     - 20060823 MONUMENTED       WOOLPT
 DI2762  HISTORY     - 20080923 GOOD             GEOMET
 DI2762
 DI2762                          STATION DESCRIPTION
 DI2762
 DI2762'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI2762'DESCRIBED BY WOOLPERT INC 2004 (DJK) THE STATION IS LOCATED ABOUT 70
 DI2762'MI (112.65 KM) EAST-SOUTHEAST OF PHOENIX, 10.5 MI (16.9 KM) WEST SAN
 DI2762'CARLOS  AND 7.5 MI (12.07 KM) EAST OF GLOBE, AZ AT THE SAN CARLOS
 DI2762'APACHE AIRPORT.  YOU MUST CONTACT THE  AIRPORT MANAGER MR.  CHARLES
 DI2762'RUSSEL AT 520-475-2361.  OWNERSHIP  SAN CARLOS APACHE TRIBE.
 DI2762' 
 DI2762'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 60 AND US
 DI2762'HIGHWAY 70 IN GLOBE, GO EAST ON HIGHWAY 70 FOR 5.9 MI (9.5 KM) TO THE
 DI2762'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT (SOUTH)  ON TO THE ACCESS
 DI2762'ROAD AND CONTINUE WHILE TURNING BACK TO THE EAST FOR APPROXIMATELY 400
 DI2762'FT (121.9 M)  TO THE AIRPORT BEACON.  TURN RIGHT (SOUTH) ONTO THE
 DI2762'APRON CONTINUE SOUTH FOR 150 FT (45.7 M) TO THE  MAIN PARALLELL
 DI2762'TAXIWAY.  TURN RIGHT (WEST) ON THE TAXIWAY FOR 0.91 MI (1.46 KM) TO
 DI2762'THE END OF THE  TAXIWAY.  CONTINUE WEST OFF THE END OF THE TAXIWAY FOR
 DI2762'200 FT (61.0 M) TO THE STATION ON THE RIGHT.
 DI2762' 
 DI2762'THE MARK IS A WOOLPERT AIRPORT CONTROL DISK SET IN THE TOP OF A
 DI2762'CONCRETE POST.  IT IS 188.20 FT (57.4 M)  WEST OF THE NORTHWAST CORNER
 DI2762'OF THE TAXIWAY, 205.70 FT (62.7 M) NORTH WEST OF THE WEST EDGE OF THE
 DI2762'TAXIWAY  AT THE HOLD BAR, 2.70 FT (0.8 M) SOUTH OF A FIBERGLASS
 DI2762'WITNESS POST.  THIS STATION IS DESIGNATED AS A  SECONDARY CONTROL
 DI2762'STATION.
 DI2762
 DI2762                          STATION RECOVERY (2008)
 DI2762
 DI2762'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 DI2762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG7475 ***********************************************************************
 DG7475  PACS        -  This is a Primary Airport Control Station.
 DG7475  DESIGNATION -  P14A
 DG7475  PID         -  DG7475
 DG7475  STATE/COUNTY-  AZ/NAVAJO
 DG7475  USGS QUAD   -  HOLBROOK (1986)
 DG7475
 DG7475                         *CURRENT SURVEY CONTROL
 DG7475  ___________________________________________________________________
 DG7475* NAD 83(2007)-  34 56 31.91245(N)    110 08 07.71417(W)     ADJUSTED  
 DG7475* NAVD 88     -      1597.41   (meters)    5240.8    (feet)  GPS OBS   
 DG7475  ___________________________________________________________________
 DG7475  EPOCH DATE  -        2007.00
 DG7475  X           -  -1,802,237.014 (meters)                     COMP
 DG7475  Y           -  -4,915,411.437 (meters)                     COMP
 DG7475  Z           -   3,633,513.213 (meters)                     COMP
 DG7475  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DG7475  ELLIP HEIGHT-        1573.158 (meters)          (02/10/07) ADJUSTED
 DG7475  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 DG7475
 DG7475  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7475  Type    PID    Designation                      North   East  Ellip
 DG7475  -------------------------------------------------------------------
 DG7475  NETWORK DG7475 P14A                              2.90   8.04   9.27
 DG7475  -------------------------------------------------------------------
 DG7475
 DG7475.This mark is at Holbrook Municipal Airport  (P14)
 DG7475
 DG7475.The horizontal coordinates were established by GPS observations
 DG7475.and adjusted by the National Geodetic Survey in February 2007.
 DG7475
 DG7475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7475.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7475.The horizontal coordinates are valid at the epoch date displayed above.
 DG7475.The epoch date for horizontal control is a decimal equivalence
 DG7475.of Year/Month/Day.
 DG7475
 DG7475.The orthometric height was determined by GPS observations and a
 DG7475.high-resolution geoid model.
 DG7475
 DG7475.GPS derived orthometric heights for airport stations designated as
 DG7475.PACS or SACS are published to 2 decimal places.  This maintains
 DG7475.centimeter relative accuracy between the PACS and SACS.  It does
 DG7475.not indicate centimeter accuracy relative to other marks which are
 DG7475.part of the NAVD 88 network.
 DG7475
 DG7475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7475
 DG7475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7475
 DG7475.The ellipsoidal height was determined by GPS observations
 DG7475.and is referenced to NAD 83.
 DG7475
 DG7475.The geoid height was determined by GEOID03.
 DG7475
 DG7475;                    North         East     Units Scale Factor Converg.
 DG7475;SPC AZ E     -   437,162.734   216,209.040   MT  0.99990010   +0 01 04.3
 DG7475;SPC AZ E     - 1,434,260.94    709,347.24   iFT  0.99990010   +0 01 04.3
 DG7475;UTM  12      - 3,866,974.206   578,945.706   MT  0.99967681   +0 29 42.7
 DG7475
 DG7475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7475!SPC AZ E     -   0.99975313  x   0.99990010  =   0.99965325
 DG7475!UTM  12      -   0.99975313  x   0.99967681  =   0.99943002
 DG7475
 DG7475                          SUPERSEDED SURVEY CONTROL
 DG7475
 DG7475  NAD 83(1992)-  34 56 31.91208(N)    110 08 07.71375(W) AD(2002.00) B
 DG7475  ELLIP H (10/18/04) 1573.168  (m)                       GP(       ) 4 1
 DG7475
 DG7475.Superseded values are not recommended for survey control.
 DG7475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7475.See file dsdata.txt to determine how the superseded data were derived.
 DG7475
 DG7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7894666974(NAD 83)
 DG7475_MARKER: I = METAL ROD
 DG7475_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7475_STAMPING: P14A 2004
 DG7475_MARK LOGO: NGS   
 DG7475_PROJECTION: FLUSH
 DG7475_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7475+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 DG7475_ROD/PIPE-DEPTH: 7.92 meters
 DG7475_SLEEVE-DEPTH  : .9 meters
 DG7475
 DG7475  HISTORY     - Date     Condition        Report By
 DG7475  HISTORY     - 20040224 MONUMENTED       MSAM
 DG7475
 DG7475                          STATION DESCRIPTION
 DG7475
 DG7475'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG7475'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG7475'IS LOCATED ABOUT 2.7 KM (1.68 MI) NORTH-NORTHWEST OF HOLBROOK,  AT THE
 DG7475'HOLBROOK MUNICIPAL AIRPORT.  IT IS SOUTHEAST OF RUNWAY 3,  NORTHEAST
 DG7475'OF THE APRON, AND NORTHEAST OF THE MAIN OFFICE. THE AIRPORT IS  NOT
 DG7475'CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED  FROM THE
 DG7475'AIRPORT MANAGER CONTACT MR ALAN ROES AT 300 AIRPORT RD. HOLBROOK
 DG7475'ARIZONA 86025. TELEPHONE 928-524-3267.  OWNERSHIP--HOLBROOK MUNICIPAL
 DG7475'AIRPORT
 DG7475' 
 DG7475'TO REACH THE STATION FROM THE INTERSECTION OF I-40 AND NAVAJO RD. IN
 DG7475'HOLBROOK (I-40 HOLBROOK EXIT) GO NORTHEAST ON NAVAJO ROAD FOR 2.7 KM
 DG7475'(1.68 MILES)  TO A SIDE ROAD.  TURN LEFT, (NORTHWEST) ON VISTA ROAD
 DG7475'FOR .48 KM (.30 MILES) TO  THE AIRPORT ENTRANCE GATE.  PROCEED THROUGH
 DG7475'THE GATE FOR APPROX. 61.0 M (200') TO THE ASPHALT APRON AT THE AIRPORT
 DG7475'OFFICE.  FROM THE EDGE OF THE APRON AT  THE AIRORT OFFICE GO 61.0 M
 DG7475'(200') NORTHWEST TO THE NORTHWEST EDGE OF THE APRON.   TURN RIGHT
 DG7475'(NORTHEAST) FOR 61.0 M (200') TO TAXIWAY A6.  TURN LEFT ON  TAXIWAY A6
 DG7475'FOR 15.2 M (50') TO THE MAIN TAXIWAY.  TURN RIGHT (NORTHEAST) ONTO THE
 DG7475'MAIN TAXIWAY.  GO NORTHEAST ON THE MAIN TAXIWAY FOR .88 KM (0.55
 DG7475'MILES) TO AN AWAS  SIDE ROAD ON THE RIGHT.  TURN RIGHT (EAST) ON THE
 DG7475'AWOS ACCESS ROAD FOR 76.2 M (250') TO THE STATION ON THE LEFT.
 DG7475' 
 DG7475'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DG7475'REFUSAL AT A DEPTH OF 7.92 M (26 FT), ENCASED IN A 0.9 M (3.0 FT) LONG
 DG7475'GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DG7475'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS .96 KM
 DG7475'(0.6 MILES)  NORTHEAST OF THE AIRPORT OFFICE BUILDING, 53.5 M (175.5
 DG7475'FT) SOUTHEAST OF THE SOUTH EDGE OF THE MAIN TAXIWAY, 28.0 M (91.8 FT)
 DG7475'EAST NORTHEAST FROM A GRAVEL ACCESS ROAD, 26.2 M (85.96  FT)NORTHWEST
 DG7475'OF THE NORTHWEST CORNER OF THE CONCRETE PAD OF THE AWOS TOWER.  IT IS
 DG7475'1.0 M (3.28 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND 0.7 M (2.3
 DG7475'FT) NORTHEAST  OF A FIBERGLASS WITNESS POST.  THIS STATION IS
 DG7475'DESIGNATED AS A PRIMARY AIRPORT CONTROL  STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG7476 ***********************************************************************
 DG7476  SACS        -  This is a Secondary Airport Control Station.
 DG7476  DESIGNATION -  P14B
 DG7476  PID         -  DG7476
 DG7476  STATE/COUNTY-  AZ/NAVAJO
 DG7476  USGS QUAD   -  HOLBROOK (1986)
 DG7476
 DG7476                         *CURRENT SURVEY CONTROL
 DG7476  ___________________________________________________________________
 DG7476* NAD 83(2007)-  34 56 03.67339(N)    110 08 38.06997(W)     ADJUSTED  
 DG7476* NAVD 88     -      1595.91   (meters)    5235.9    (feet)  GPS OBS   
 DG7476  ___________________________________________________________________
 DG7476  EPOCH DATE  -        2007.00
 DG7476  X           -  -1,803,131.634 (meters)                     COMP
 DG7476  Y           -  -4,915,612.986 (meters)                     COMP
 DG7476  Z           -   3,632,798.779 (meters)                     COMP
 DG7476  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DG7476  ELLIP HEIGHT-        1571.638 (meters)          (02/10/07) ADJUSTED
 DG7476  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 DG7476
 DG7476  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7476  Type    PID    Designation                      North   East  Ellip
 DG7476  -------------------------------------------------------------------
 DG7476  NETWORK DG7476 P14B                              3.37   8.84  10.43
 DG7476  -------------------------------------------------------------------
 DG7476
 DG7476.This mark is at Holbrook Municipal Airport  (P14)
 DG7476
 DG7476.The horizontal coordinates were established by GPS observations
 DG7476.and adjusted by the National Geodetic Survey in February 2007.
 DG7476
 DG7476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7476.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7476.The horizontal coordinates are valid at the epoch date displayed above.
 DG7476.The epoch date for horizontal control is a decimal equivalence
 DG7476.of Year/Month/Day.
 DG7476
 DG7476.The orthometric height was determined by GPS observations and a
 DG7476.high-resolution geoid model.
 DG7476
 DG7476.GPS derived orthometric heights for airport stations designated as
 DG7476.PACS or SACS are published to 2 decimal places.  This maintains
 DG7476.centimeter relative accuracy between the PACS and SACS.  It does
 DG7476.not indicate centimeter accuracy relative to other marks which are
 DG7476.part of the NAVD 88 network.
 DG7476
 DG7476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7476
 DG7476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7476
 DG7476.The ellipsoidal height was determined by GPS observations
 DG7476.and is referenced to NAD 83.
 DG7476
 DG7476.The geoid height was determined by GEOID03.
 DG7476
 DG7476;                    North         East     Units Scale Factor Converg.
 DG7476;SPC AZ E     -   436,292.384   215,439.017   MT  0.99990005   +0 00 46.9
 DG7476;SPC AZ E     - 1,431,405.46    706,820.92   iFT  0.99990005   +0 00 46.9
 DG7476;UTM  12      - 3,866,097.668   578,183.130   MT  0.99967533   +0 29 24.9
 DG7476
 DG7476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7476!SPC AZ E     -   0.99975336  x   0.99990005  =   0.99965344
 DG7476!UTM  12      -   0.99975336  x   0.99967533  =   0.99942877
 DG7476
 DG7476                          SUPERSEDED SURVEY CONTROL
 DG7476
 DG7476  NAD 83(1992)-  34 56 03.67299(N)    110 08 38.06953(W) AD(2002.00) 1
 DG7476  ELLIP H (10/18/04) 1571.649  (m)                       GP(       ) 4 1
 DG7476
 DG7476.Superseded values are not recommended for survey control.
 DG7476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7476.See file dsdata.txt to determine how the superseded data were derived.
 DG7476
 DG7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7818366098(NAD 83)
 DG7476_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7476_STAMPING: P14B 2004
 DG7476_MARK LOGO: NGS   
 DG7476_PROJECTION: FLUSH
 DG7476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7476+STABILITY: SURFACE MOTION
 DG7476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7476+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 DG7476
 DG7476  HISTORY     - Date     Condition        Report By
 DG7476  HISTORY     - 20040224 MONUMENTED       MSAM
 DG7476
 DG7476                          STATION DESCRIPTION
 DG7476
 DG7476'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG7476'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG7476'IS LOCATED ABOUT 2.7 KM (1.68 MI) NORTH-NORTHWEST OF HOLBROOK,  AT THE
 DG7476'HOLBROOK MUNICIPAL AIRPORT.  IT IS SOUTHEAST OF RUNWAY 3,  NORTHWEST
 DG7476'OF THE APRON, AND NORTHWEST OF A HELI-PAD. THE AIRPORT IS  NOT
 DG7476'CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED  FROM THE
 DG7476'AIRPORT MANAGER CONTACT MR ALAN ROES AT 300 AIRPORT RD. HOLBROOK
 DG7476'ARIZONA 86025. TELEPHONE 928-524-3267.  OWNERSHIP--HOLBROOK MUNICIPAL
 DG7476'AIRPORT
 DG7476' 
 DG7476'TO REACH THE STATION FROM THE INTERSECTION OF I-40 AND NAVAJO RD. IN
 DG7476'HOLBROOK (I-40 HOLBROOK EXIT) GO NORTHEAST ON NAVAJO ROAD FOR 2.7 KM
 DG7476'(1.68 MILES)  TO A SIDE ROAD.  TURN LEFT, (NORTHWEST) ON VISTA ROAD
 DG7476'FOR .48 KM (.30 MILES) TO  THE AIRPORT ENTRANCE GATE.  PROCEED THROUGH
 DG7476'THE GATE FOR APPROX. 61.0 M (200') TO THE ASPHALT APRON AT THE AIRPORT
 DG7476'OFFICE.  TURN LEFT (SOUTHWEST) FOR .16 KM (.10 MILES) WHILE PASSING
 DG7476'OVER A HELICOPTER LANDING PAD TO THE STATION  ON THE RIGHT.
 DG7476' 
 DG7476'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG7476'ABOUT 0.1 MI (0.2 KM) NORTHWEST OF THE AIRPORT OFFICE AND MAINTENANCE
 DG7476'BUILDING, 69.7 M (228.7 FT) SOUTH SOUTHWEST OF RUNWAY 03/21, 64.2 M
 DG7476'(210.6 FT) NORTHWEST OF  THE NORTHWEST CORNER OF A CONCRETE HELICOPTER
 DG7476'PAD, AND 48.4 M (158.8 FT) SOUTH  SOUTHWEST FROM THE CENTER OF A STEEL
 DG7476'RUNWAY SIGN MARKED (3),  IT IS 1.0 M (3.28 FT) SOUTHWEST OF A
 DG7476'FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT)  NORTHEAST OF A FIBERGLASS
 DG7476'WITNESS POST. THIS STATION IS DESIGNATED AS A  SECONDARY AIRPORT
 DG7476'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG7477 ***********************************************************************
 DG7477  SACS        -  This is a Secondary Airport Control Station.
 DG7477  DESIGNATION -  P14C
 DG7477  PID         -  DG7477
 DG7477  STATE/COUNTY-  AZ/NAVAJO
 DG7477  USGS QUAD   -  HOLBROOK (1986)
 DG7477
 DG7477                         *CURRENT SURVEY CONTROL
 DG7477  ___________________________________________________________________
 DG7477* NAD 83(2007)-  34 56 54.87616(N)    110 07 54.69670(W)     ADJUSTED  
 DG7477* NAVD 88     -      1600.83   (meters)    5252.1    (feet)  GPS OBS   
 DG7477  ___________________________________________________________________
 DG7477  EPOCH DATE  -        2007.00
 DG7477  X           -  -1,801,788.216 (meters)                     COMP
 DG7477  Y           -  -4,915,147.129 (meters)                     COMP
 DG7477  Z           -   3,634,095.388 (meters)                     COMP
 DG7477  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DG7477  ELLIP HEIGHT-        1576.583 (meters)          (02/10/07) ADJUSTED
 DG7477  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 DG7477
 DG7477  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7477  Type    PID    Designation                      North   East  Ellip
 DG7477  -------------------------------------------------------------------
 DG7477  NETWORK DG7477 P14C                              3.41   8.88  10.43
 DG7477  -------------------------------------------------------------------
 DG7477
 DG7477.This mark is at Holbrook Municipal Airport  (P14)
 DG7477
 DG7477.The horizontal coordinates were established by GPS observations
 DG7477.and adjusted by the National Geodetic Survey in February 2007.
 DG7477
 DG7477.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7477.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7477.The horizontal coordinates are valid at the epoch date displayed above.
 DG7477.The epoch date for horizontal control is a decimal equivalence
 DG7477.of Year/Month/Day.
 DG7477
 DG7477.The orthometric height was determined by GPS observations and a
 DG7477.high-resolution geoid model.
 DG7477
 DG7477.GPS derived orthometric heights for airport stations designated as
 DG7477.PACS or SACS are published to 2 decimal places.  This maintains
 DG7477.centimeter relative accuracy between the PACS and SACS.  It does
 DG7477.not indicate centimeter accuracy relative to other marks which are
 DG7477.part of the NAVD 88 network.
 DG7477
 DG7477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7477
 DG7477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7477
 DG7477.The ellipsoidal height was determined by GPS observations
 DG7477.and is referenced to NAD 83.
 DG7477
 DG7477.The geoid height was determined by GEOID03.
 DG7477
 DG7477;                    North         East     Units Scale Factor Converg.
 DG7477;SPC AZ E     -   437,870.435   216,539.088   MT  0.99990012   +0 01 11.8
 DG7477;SPC AZ E     - 1,436,582.79    710,430.08   iFT  0.99990012   +0 01 11.8
 DG7477;UTM  12      - 3,867,684.473   579,269.774   MT  0.99967744   +0 29 50.4
 DG7477
 DG7477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7477!SPC AZ E     -   0.99975259  x   0.99990012  =   0.99965273
 DG7477!UTM  12      -   0.99975259  x   0.99967744  =   0.99943011
 DG7477
 DG7477                          SUPERSEDED SURVEY CONTROL
 DG7477
 DG7477  NAD 83(1992)-  34 56 54.87578(N)    110 07 54.69632(W) AD(2002.00) 1
 DG7477  ELLIP H (10/18/04) 1576.593  (m)                       GP(       ) 4 1
 DG7477
 DG7477.Superseded values are not recommended for survey control.
 DG7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7477.See file dsdata.txt to determine how the superseded data were derived.
 DG7477
 DG7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7927067684(NAD 83)
 DG7477_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7477_STAMPING: P14C 2004
 DG7477_MARK LOGO: NGS   
 DG7477_PROJECTION: FLUSH
 DG7477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7477+STABILITY: SURFACE MOTION
 DG7477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7477+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 DG7477
 DG7477  HISTORY     - Date     Condition        Report By
 DG7477  HISTORY     - 20040224 MONUMENTED       MSAM
 DG7477
 DG7477                          STATION DESCRIPTION
 DG7477
 DG7477'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG7477'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG7477'IS LOCATED ABOUT 2.7 KM (1.68 MI) NORTH-NORTHWEST OF HOLBROOK,  AT THE
 DG7477'HOLBROOK MUNICIPAL AIRPORT.  IT IS NORTHEAST OF RUNWAY 3,  NORTHEAST
 DG7477'OF THE APRON, AND NORTHEAST OF THE MAIN OFFICE. THE AIRPORT IS  NOT
 DG7477'CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED  FROM THE
 DG7477'AIRPORT MANAGER CONTACT MR ALAN ROES AT 300 AIRPORT RD. HOLBROOK
 DG7477'ARIZONA 86025. TELEPHONE 928-524-3267.  OWNERSHIP--HOLBROOK MUNICIPAL
 DG7477'AIRPORT
 DG7477' 
 DG7477'TO REACH THE STATION FROM THE INTERSECTION OF I-40 AND NAVAJO RD. IN
 DG7477'HOLBROOK (I-40 HOLBROOK EXIT) GO NORTHEAST ON NAVAJO ROAD FOR 2.7 KM
 DG7477'(1.68 MILES)  TO A SIDE ROAD.  TURN LEFT, (NORTHWEST) ON VISTA ROAD
 DG7477'FOR .48 KM (.30 MILES) TO  THE AIRPORT ENTRANCE GATE.  PROCEED THROUGH
 DG7477'THE GATE FOR APPROX. 61.0 M (200') TO THE ASPHALT APRON AT THE AIRPORT
 DG7477'OFFICE.  FROM THE EDGE OF THE APRON AT  THE AIRORT OFFICE GO 61.0 M
 DG7477'(200') NORTHWEST TO THE NORTHWEST EDGE OF THE APRON.   TURN RIGHT
 DG7477'(NORTHEAST) FOR 61.0 M (200') TO TAXIWAY A6.  TURN LEFT ON  TAXIWAY A6
 DG7477'FOR 15.2 M (50') TO THE MAIN TAXIWAY.  TURN RIGHT (NORTHEAST) ONTO THE
 DG7477'MAIN TAXIWAY.  GO NORTHEAST ON THE MAIN TAXIWAY FOR 1.6 KM (1.0 MILES)
 DG7477'TO TAXIWAY A2. TURN LEFT (NORTHWEST) TO THE STOP BAR.  CONTINUE
 DG7477'NORTHWEST CROSSING RUNWAY 21 TO THE NORTHWEST EDGE OF RUNWAY 21.  FROM
 DG7477'THE NORTHWEST EDGE OF RUNWAY 21 CONTINUE NORTHWEST FOR 65.5 M (214.9
 DG7477'FT) TO THE STATION.
 DG7477' 
 DG7477'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG7477'ABOUT 1.6 KM (1.0 MI) NORTHEAST OF THE AIRPORT OFFICE BUILDING, 76.2 M
 DG7477'(250.0 FT) NORTHWEST FROM A FLASHING RUNWAY LIGHT, 65.5 M (214.9 FT)
 DG7477'NORTHWEST FROM THE  NORTHWEST EDGE OF RUNWAY 03/21, 64.1 M (210.3 FT)
 DG7477'NORTH A FLASHING RUNWAY LIGHT,  IT IS 1.0 M (3.28 FT)  SOUTHWEST OF A
 DG7477'FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) NORTHEAST OF  A FIBERGLASS
 DG7477'WITNESS POST. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DG7477'CONTROL  STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6797 ***********************************************************************
 AC6797  PACS        -  This is a Primary Airport Control Station.
 AC6797  DESIGNATION -  P19 A
 AC6797  PID         -  AC6797
 AC6797  STATE/COUNTY-  AZ/MARICOPA
 AC6797  USGS QUAD   -  GUADALUPE (1982)
 AC6797
 AC6797                         *CURRENT SURVEY CONTROL
 AC6797  ___________________________________________________________________
 AC6797* NAD 83(2007)-  33 17 55.25907(N)    111 54 58.08267(W)     ADJUSTED  
 AC6797* NAVD 88     -       358.33   (meters)    1175.6    (feet)  GPS OBS   
 AC6797  ___________________________________________________________________
 AC6797  EPOCH DATE  -        2007.00
 AC6797  X           -  -1,991,893.980 (meters)                     COMP
 AC6797  Y           -  -4,950,962.947 (meters)                     COMP
 AC6797  Z           -   3,481,873.690 (meters)                     COMP
 AC6797  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AC6797  ELLIP HEIGHT-         328.474 (meters)          (02/10/07) ADJUSTED
 AC6797  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AC6797
 AC6797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6797  Type    PID    Designation                      North   East  Ellip
 AC6797  -------------------------------------------------------------------
 AC6797  NETWORK AC6797 P19 A                             0.49   0.47   1.16
 AC6797  -------------------------------------------------------------------
 AC6797
 AC6797.This mark is at Stellar Airpark  (P19)
 AC6797
 AC6797.The horizontal coordinates were established by GPS observations
 AC6797.and adjusted by the National Geodetic Survey in February 2007.
 AC6797
 AC6797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6797.The horizontal coordinates are valid at the epoch date displayed above.
 AC6797.The epoch date for horizontal control is a decimal equivalence
 AC6797.of Year/Month/Day.
 AC6797
 AC6797.The orthometric height was determined by GPS observations and a
 AC6797.high-resolution geoid model.
 AC6797
 AC6797.GPS derived orthometric heights for airport stations designated as
 AC6797.PACS or SACS are published to 2 decimal places.  This maintains
 AC6797.centimeter relative accuracy between the PACS and SACS.  It does
 AC6797.not indicate centimeter accuracy relative to other marks which are
 AC6797.part of the NAVD 88 network.
 AC6797
 AC6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6797
 AC6797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6797
 AC6797.The ellipsoidal height was determined by GPS observations
 AC6797.and is referenced to NAD 83.
 AC6797
 AC6797.The geoid height was determined by GEOID03.
 AC6797
 AC6797;                    North         East     Units Scale Factor Converg.
 AC6797;SPC AZ C     -   254,874.309   213,409.599   MT  0.99990000   +0 00 01.1
 AC6797;SPC AZ C     -   836,201.80    700,162.73   iFT  0.99990000   +0 00 01.1
 AC6797;UTM  12      - 3,684,774.158   414,706.637   MT  0.99968969   -0 30 10.8
 AC6797
 AC6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6797!SPC AZ C     -   0.99994843  x   0.99990000  =   0.99984844
 AC6797!UTM  12      -   0.99994843  x   0.99968969  =   0.99963814
 AC6797
 AC6797:                Primary Azimuth Mark                     Grid Az
 AC6797:SPC AZ C     -  P19 C                                    006 45 25.4
 AC6797:UTM  12      -  P19 C                                    007 15 37.3
 AC6797
 AC6797|---------------------------------------------------------------------|
 AC6797| PID    Reference Object                     Distance      Geod. Az  |
 AC6797|                                                           dddmmss.s |
 AC6797| AC6799 P19 C                               APPROX. 0.6 KM 0064526.5 |
 AC6797|---------------------------------------------------------------------|
 AC6797
 AC6797                          SUPERSEDED SURVEY CONTROL
 AC6797
 AC6797  ELLIP H (01/12/01)  328.494  (m)                       GP(       ) 4 1
 AC6797  NAD 83(1992)-  33 17 55.25790(N)    111 54 58.08164(W) AD(       ) B
 AC6797  NAD 83(1992)-  33 17 55.25790(N)    111 54 58.08163(W) AD(       ) B
 AC6797  ELLIP H (03/14/97)  328.548  (m)                       GP(       ) 3 1
 AC6797
 AC6797.Superseded values are not recommended for survey control.
 AC6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6797.See file dsdata.txt to determine how the superseded data were derived.
 AC6797
 AC6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1470784774(NAD 83)
 AC6797_MARKER: I = METAL ROD
 AC6797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6797_STAMPING: P19 A 1996
 AC6797_MARK LOGO: NGS   
 AC6797_PROJECTION: FLUSH
 AC6797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6797+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2008
 AC6797_ROD/PIPE-DEPTH: 11.8 meters
 AC6797
 AC6797  HISTORY     - Date     Condition        Report By
 AC6797  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6797  HISTORY     - 19970507 GOOD             NGS
 AC6797  HISTORY     - 20060127 GOOD             GEOCAC
 AC6797  HISTORY     - 20080204 GOOD             GEOCAC
 AC6797
 AC6797                          STATION DESCRIPTION
 AC6797
 AC6797'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6797'THE STATION IS LOCATED APPROXIMATELY 7.4 KM (4.60 MI) SOUTH OF TEMPE
 AC6797'IN THE TOWN OF CHANDLER AT STELLAR AIRPARK.  OWNERSHIP -- STELLAR
 AC6797'AVIATION, DEE NEIL - MANAGER, PHONE (602) 961-9050 TO REACH THE
 AC6797'STATION FROM THE JUNCTION OF US HIGHWAY 60 AND MCCLINTOCK DRIVE IN
 AC6797'TEMPE (EXIT 175 ON US HIGHWAY 60) , PROCEED SOUTH ON MCCLINTOCK DRIVE
 AC6797'FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH CHANDLER BOULEVARD.  TRUN
 AC6797'RIGHT AND GO WEST ON CHANDLER BOULEVARD FOR 0.65 KM (0.40 MI) TO THE
 AC6797'JUNCTION WITH STELLAR PARKWAY ON THE LEFT. TURN LEFT AND PROCEED SOUTH
 AC6797'ON STELLAR PARKWAY FOR 0.7 KM (0.45 MI) TO THE PLANE SHELTER.  TURN
 AC6797'LEFT AND GO EAST FOR 0.15 KM (0.10 MI) TO THE STELLAR AVIATION
 AC6797'ADMINISTRATION BUILDING AND FIELD ENTRANCE. CONTINUE EAST FOR 0.07KM
 AC6797'CROSSING THE WEST TAXIWAY TO THE STATION LOCATED BETWEEN THE WEST
 AC6797'TAXIWAY AND RUNWAY 17-35 THE STATION IS THE TOP CENTER OF A STAINLESS
 AC6797'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.80 M (38.71 FT) RECESSED
 AC6797'9 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC
 AC6797'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC6797'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC6797'THE GROUND. THE STATION IS LOCATED 6.60 M (21.65 FT) EAST OF THE EAST
 AC6797'EDGE OF THE WEST TAXIWAY, 24.10 M (79.07 FT) WEST OF THE WEST EDGE OF
 AC6797'RUNWAY 17-35, 13.65 M (44.78 FT) NORTH OF THE NORTH EDGE OF THE
 AC6797'EAST-WEST RAMP LEADING TO RUNWAY 17-35 FROM THE APRON SOUTH OF THE
 AC6797'ADMINISTRATION BUILDING, 17.60 M (57.74 FT) WEST OF A RUNWAY LIGHT,
 AC6797'AND 0.9 M (3.0 FT) EAST OF A CARSONITE WITNESS POST THE STATION IS
 AC6797'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA
 AC6797'SURVEYS 1996
 AC6797
 AC6797                          STATION RECOVERY (1997)
 AC6797
 AC6797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AC6797'RECOVERED AS DESCRIBED.
 AC6797
 AC6797                          STATION RECOVERY (2006)
 AC6797
 AC6797'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AC6797'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE PHONE NUMBER
 AC6797'IDENTIFIED IN THE ORIGINAL RECOVERY NOTE IS NOT ACTIVE AND THE COMPANY
 AC6797'IN CHARGE OF BUILDING THE AREA (STELLAR AIRPARK ESTATES) INDICATED
 AC6797'THEY DID NOT KNOW DEE NEIL. THE AIRPARK IS UNCONTROLLED (NO CONTROL
 AC6797'TOWER).
 AC6797
 AC6797                          STATION RECOVERY (2008)
 AC6797
 AC6797'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AC6797'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6798 ***********************************************************************
 AC6798  SACS        -  This is a Secondary Airport Control Station.
 AC6798  DESIGNATION -  P19 B
 AC6798  PID         -  AC6798
 AC6798  STATE/COUNTY-  AZ/MARICOPA
 AC6798  USGS QUAD   -  GUADALUPE (1982)
 AC6798
 AC6798                         *CURRENT SURVEY CONTROL
 AC6798  ___________________________________________________________________
 AC6798* NAD 83(2007)-  33 17 32.05688(N)    111 54 55.54202(W)     ADJUSTED  
 AC6798* NAVD 88     -       357.33   (meters)    1172.3    (feet)  GPS OBS   
 AC6798  ___________________________________________________________________
 AC6798  EPOCH DATE  -        2007.00
 AC6798  X           -  -1,991,979.152 (meters)                     COMP
 AC6798  Y           -  -4,951,350.771 (meters)                     COMP
 AC6798  Z           -   3,481,275.627 (meters)                     COMP
 AC6798  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AC6798  ELLIP HEIGHT-         327.472 (meters)          (02/10/07) ADJUSTED
 AC6798  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AC6798
 AC6798  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6798  Type    PID    Designation                      North   East  Ellip
 AC6798  -------------------------------------------------------------------
 AC6798  NETWORK AC6798 P19 B                             0.53   0.49   1.18
 AC6798  -------------------------------------------------------------------
 AC6798
 AC6798.This mark is at Stellar Airpark  (P19)
 AC6798
 AC6798.The horizontal coordinates were established by GPS observations
 AC6798.and adjusted by the National Geodetic Survey in February 2007.
 AC6798
 AC6798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6798.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6798.The horizontal coordinates are valid at the epoch date displayed above.
 AC6798.The epoch date for horizontal control is a decimal equivalence
 AC6798.of Year/Month/Day.
 AC6798
 AC6798.The orthometric height was determined by GPS observations and a
 AC6798.high-resolution geoid model.
 AC6798
 AC6798.GPS derived orthometric heights for airport stations designated as
 AC6798.PACS or SACS are published to 2 decimal places.  This maintains
 AC6798.centimeter relative accuracy between the PACS and SACS.  It does
 AC6798.not indicate centimeter accuracy relative to other marks which are
 AC6798.part of the NAVD 88 network.
 AC6798
 AC6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6798
 AC6798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6798
 AC6798.The ellipsoidal height was determined by GPS observations
 AC6798.and is referenced to NAD 83.
 AC6798
 AC6798.The geoid height was determined by GEOID03.
 AC6798
 AC6798;                    North         East     Units Scale Factor Converg.
 AC6798;SPC AZ C     -   254,159.562   213,475.331   MT  0.99990000   +0 00 02.4
 AC6798;SPC AZ C     -   833,856.83    700,378.38   iFT  0.99990000   +0 00 02.4
 AC6798;UTM  12      - 3,684,059.012   414,766.076   MT  0.99968957   -0 30 09.1
 AC6798
 AC6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6798!SPC AZ C     -   0.99994859  x   0.99990000  =   0.99984860
 AC6798!UTM  12      -   0.99994859  x   0.99968957  =   0.99963818
 AC6798
 AC6798                          SUPERSEDED SURVEY CONTROL
 AC6798
 AC6798  ELLIP H (01/12/01)  327.495  (m)                       GP(       ) 4 1
 AC6798  NAD 83(1992)-  33 17 32.05563(N)    111 54 55.54109(W) AD(       ) 1
 AC6798  NAD 83(1992)-  33 17 32.05563(N)    111 54 55.54110(W) AD(       ) 1
 AC6798  ELLIP H (03/14/97)  327.549  (m)                       GP(       ) 3 1
 AC6798
 AC6798.Superseded values are not recommended for survey control.
 AC6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6798.See file dsdata.txt to determine how the superseded data were derived.
 AC6798
 AC6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1476684059(NAD 83)
 AC6798_MARKER: DD = SURVEY DISK
 AC6798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6798_STAMPING: P19 B 1996
 AC6798_MARK LOGO: NGS   
 AC6798_PROJECTION: FLUSH
 AC6798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6798+STABILITY: SURFACE MOTION
 AC6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6798+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1997
 AC6798_ROD/PIPE-DEPTH: 1.0  meters
 AC6798
 AC6798  HISTORY     - Date     Condition        Report By
 AC6798  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6798  HISTORY     - 19970507 GOOD             NGS
 AC6798  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 AC6798  HISTORY     - 20080131 MARK NOT FOUND   GEOCAC
 AC6798
 AC6798                          STATION DESCRIPTION
 AC6798
 AC6798'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6798'THE STATION IS LOCATED APPROXIMATELY 7.4 KM (4.60 MI) SOUTH OF TEMPE
 AC6798'IN THE TOWN OF CHANDLER AT STELLAR AIRPARK.  OWNERSHIP -- STELLAR
 AC6798'AVIATION, DEE NEIL - MANAGER, PHONE (602) 961-9050 TO REACH THE
 AC6798'STATION FROM THE JUNCTION OF US HIGHWAY 60 AND MCCLINTOCK DRIVE IN
 AC6798'TEMPE (EXIT 175 ON US HIGHWAY 60) , PROCEED SOUTH ON MCCLINTOCK DRIVE
 AC6798'FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH CHANDLER BOULEVARD.  TRUN
 AC6798'RIGHT AND GO WEST ON CHANDLER BOULEVARD FOR 0.65 KM (0.40 MI) TO THE
 AC6798'JUNCTION WITH STELLAR PARKWAY ON THE LEFT. TURN LEFT AND PROCEED SOUTH
 AC6798'ON STELLAR PARKWAY FOR 0.7 KM (0.45 MI) TO THE PLANE SHELTER.  TURN
 AC6798'LEFT AND GO EAST FOR 0.15 KM (0.10 MI) TO THE STELLAR AVIATION
 AC6798'ADMINISTRATION BUILDING AND FIELD ENTRANCE. CONTINUE EAST FOR 0.16 KM
 AC6798'(0.10 MI) CROSSING THE WEST TAXIWAY AND RUNWAY 17-35 TO THE JUNCTION
 AC6798'WITH THE EAST TAXIWAY.  TURN RIGHT AND PROCEED SOUTH ALONG EAST
 AC6798'TAXIWAY FOR 0.65 KM (0.40 MI) TO THE END OF THE TAXIWAY AND THE
 AC6798'STATION ON THE RIGHT THE STATION IS THE CENTER OF A 5 CM SURVEY DISK
 AC6798'SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 9 CM
 AC6798'BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO
 AC6798'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AC6798'WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 AC6798'OF THE PIPE.  THE STATION IS LOCATED 30.25 M (99.25 FT) NORTHWEST OF
 AC6798'THE SOUTHEAST CORNER OF THE END OF THE EAST TAXIWAY, 25.40 M (83.33
 AC6798'FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE END OF THE EAST
 AC6798'TAXIWAY, 87.50 M (287.07 FT) SOUTH OF THE SOUTH EDGE OF THE EAST-WEST
 AC6798'TAXIWAY LEADING EAST FROM THE APPORACH END OF RUNWAY 35, 59.30 M
 AC6798'(194.55 FT) NORTH-NORTHWEST OF A DRAINAGE GRATE, 4.65 M (15.26 FT)
 AC6798'WEST OF THE WEST EDGE OF THE EAST TAXIWAY, AND 0.9 M (3.0 FT) EAST OF
 AC6798'A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6798'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6798
 AC6798                          STATION RECOVERY (1997)
 AC6798
 AC6798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AC6798'RECOVERED AS DESCRIBED.
 AC6798
 AC6798                          STATION RECOVERY (2006)
 AC6798
 AC6798'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AC6798'THE ADJUSTED COORDINATES POINT TO AN AREA THAT IS SOUTH OF THE RUNWAY
 AC6798'IN A CONCRETE DITCH THAT RUNS PARALLEL TO THE NEWLY CONSTRUCTED ROUTE
 AC6798'202.
 AC6798
 AC6798                          STATION RECOVERY (2008)
 AC6798
 AC6798'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AC6798'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 AC6798'MARK. THE ADJUSTED CO-ORDINATES POINT TO AN AREA IN THE RIGHT-OF-WAY
 AC6798'OF THE SR 202 FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6799 ***********************************************************************
 AC6799  SACS        -  This is a Secondary Airport Control Station.
 AC6799  DESIGNATION -  P19 C
 AC6799  PID         -  AC6799
 AC6799  STATE/COUNTY-  AZ/MARICOPA
 AC6799  USGS QUAD   -  GUADALUPE (1982)
 AC6799
 AC6799                         *CURRENT SURVEY CONTROL
 AC6799  ___________________________________________________________________
 AC6799* NAD 83(2007)-  33 18 13.07961(N)    111 54 55.56808(W)     ADJUSTED  
 AC6799* NAVD 88     -       358.96   (meters)    1177.7    (feet)  GPS OBS   
 AC6799  ___________________________________________________________________
 AC6799  EPOCH DATE  -        2007.00
 AC6799  X           -  -1,991,721.309 (meters)                     COMP
 AC6799  Y           -  -4,950,708.057 (meters)                     COMP
 AC6799  Z           -   3,482,332.932 (meters)                     COMP
 AC6799  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AC6799  ELLIP HEIGHT-         329.110 (meters)          (02/10/07) ADJUSTED
 AC6799  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AC6799
 AC6799  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6799  Type    PID    Designation                      North   East  Ellip
 AC6799  -------------------------------------------------------------------
 AC6799  NETWORK AC6799 P19 C                             0.51   0.47   1.18
 AC6799  -------------------------------------------------------------------
 AC6799
 AC6799.This mark is at Stellar Airpark  (P19)
 AC6799
 AC6799.The horizontal coordinates were established by GPS observations
 AC6799.and adjusted by the National Geodetic Survey in February 2007.
 AC6799
 AC6799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6799.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6799.The horizontal coordinates are valid at the epoch date displayed above.
 AC6799.The epoch date for horizontal control is a decimal equivalence
 AC6799.of Year/Month/Day.
 AC6799
 AC6799.The orthometric height was determined by GPS observations and a
 AC6799.high-resolution geoid model.
 AC6799
 AC6799.GPS derived orthometric heights for airport stations designated as
 AC6799.PACS or SACS are published to 2 decimal places.  This maintains
 AC6799.centimeter relative accuracy between the PACS and SACS.  It does
 AC6799.not indicate centimeter accuracy relative to other marks which are
 AC6799.part of the NAVD 88 network.
 AC6799
 AC6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6799
 AC6799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6799
 AC6799.The ellipsoidal height was determined by GPS observations
 AC6799.and is referenced to NAD 83.
 AC6799
 AC6799.The geoid height was determined by GEOID03.
 AC6799
 AC6799;                    North         East     Units Scale Factor Converg.
 AC6799;SPC AZ C     -   255,423.275   213,474.642   MT  0.99990000   +0 00 02.4
 AC6799;SPC AZ C     -   838,002.87    700,376.12   iFT  0.99990000   +0 00 02.4
 AC6799;UTM  12      - 3,685,322.416   414,776.485   MT  0.99968955   -0 30 09.6
 AC6799
 AC6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6799!SPC AZ C     -   0.99994833  x   0.99990000  =   0.99984834
 AC6799!UTM  12      -   0.99994833  x   0.99968955  =   0.99963790
 AC6799
 AC6799:                Primary Azimuth Mark                     Grid Az
 AC6799:SPC AZ C     -  P19 A                                    186 45 25.5
 AC6799:UTM  12      -  P19 A                                    187 15 37.5
 AC6799
 AC6799|---------------------------------------------------------------------|
 AC6799| PID    Reference Object                     Distance      Geod. Az  |
 AC6799|                                                           dddmmss.s |
 AC6799| AC6797 P19 A                               APPROX. 0.6 KM 1864527.9 |
 AC6799|---------------------------------------------------------------------|
 AC6799
 AC6799                          SUPERSEDED SURVEY CONTROL
 AC6799
 AC6799  ELLIP H (01/12/01)  329.127  (m)                       GP(       ) 4 1
 AC6799  NAD 83(1992)-  33 18 13.07845(N)    111 54 55.56710(W) AD(       ) 1
 AC6799  ELLIP H (03/14/97)  329.180  (m)                       GP(       ) 3 1
 AC6799
 AC6799.Superseded values are not recommended for survey control.
 AC6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6799.See file dsdata.txt to determine how the superseded data were derived.
 AC6799
 AC6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1477685322(NAD 83)
 AC6799_MARKER: DD = SURVEY DISK
 AC6799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6799_STAMPING: P19 C 1996
 AC6799_MARK LOGO: NGS   
 AC6799_PROJECTION: FLUSH
 AC6799_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6799+STABILITY: SURFACE MOTION
 AC6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6799+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2008
 AC6799_ROD/PIPE-DEPTH: 1.0  meters
 AC6799
 AC6799  HISTORY     - Date     Condition        Report By
 AC6799  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6799  HISTORY     - 19970507 GOOD             NGS
 AC6799  HISTORY     - 20060127 GOOD             GEOCAC
 AC6799  HISTORY     - 20080204 GOOD             GEOCAC
 AC6799
 AC6799                          STATION DESCRIPTION
 AC6799
 AC6799'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6799'THE STATION IS LOCATED APPROXIMATELY 7.4 KM (4.60 MI) SOUTH OF TEMPE
 AC6799'IN THE TOWN OF CHANDLER AT STELLAR AIRPARK.  OWNERSHIP -- STELLAR
 AC6799'AVIATION, DEE NEIL - MANAGER, PHONE (602) 961-9050 TO REACH THE
 AC6799'STATION FROM THE JUNCTION OF US HIGHWAY 60 AND MCCLINTOCK DRIVE IN
 AC6799'TEMPE (EXIT 175 ON US HIGHWAY 60) , PROCEED SOUTH ON MCCLINTOCK DRIVE
 AC6799'FOR 8.8 KM (5.45 MI) TO THE JUNCTION WITH CHANDLER BOULEVARD.  TRUN
 AC6799'RIGHT AND GO WEST ON CHANDLER BOULEVARD FOR 0.65 KM (0.40 MI) TO THE
 AC6799'JUNCTION WITH STELLAR PARKWAY ON THE LEFT. TURN LEFT AND PROCEED SOUTH
 AC6799'ON STELLAR PARKWAY FOR 0.7 KM (0.45 MI) TO THE PLANE SHELTER.  TURN
 AC6799'LEFT AND GO EAST FOR 0.15 KM (0.10 MI) TO THE STELLAR AVIATION
 AC6799'ADMINISTRATION BUILDING AND FIELD ENTRANCE. CONTINUE EAST TO THE
 AC6799'JUNCTION WITH THE WEST TAXIWAY.  TURN LEFT AND PROCEED NORTH ON THE
 AC6799'WEST TAXIWAY FOR 0.5 KM (0.30 MI) TO THE END OF THE TAXIWAY.  TURN
 AC6799'RIGHT AND GO EAST CROSSING THE APPROACH END OF RUNWAY 17 TO THE
 AC6799'JUNCTION WITH THE EAST TAXIWAY AND THE STATION ON THE RIGHT BETWEEN
 AC6799'THE EAST TAXIWAY AND RUNWAY 17-35 THE STATION IS THE CENTER OF A 5 CM
 AC6799'SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AC6799'RECESSED 15 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AC6799'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6799'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6799'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 24.10 M
 AC6799'(79.07 FT) EAST OF THE EAST EDGE OF RUNWAY 17-35, 6.40 M (21.00 FT)
 AC6799'WEST OF THE WEST EDGE OF THE EAST TAXIWAY, 49.90 M (163.71 FT)
 AC6799'SOUTH-SOUTHEAST OF THE EASTERNMOST THRESHOLD LIGHT, 7.75 M (25.43 FT)
 AC6799'EAST OF THE CENTER OF A CEMENT DRAIN, 28.20 M (92.52 FT) NORTH OF
 AC6799'VISUAL APPROACH SLOPE INDICATOR (VASI) LIGHTS, 28.10 M (92.19 FT)
 AC6799'SOUTH OF THE CENTERLINE OF THE EAST-WEST TAXIWAY LEADING EAST FROM THE
 AC6799'APPROACH END OF RUNWAY 17, AND 0.9 M (3.0 FT) EAST OF A CARSONITE
 AC6799'WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC6799'STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6799
 AC6799                          STATION RECOVERY (1997)
 AC6799
 AC6799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AC6799'RECOVERED AS DESCRIBED.
 AC6799
 AC6799                          STATION RECOVERY (2006)
 AC6799
 AC6799'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 AC6799'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE PHONE NUMBER
 AC6799'IDENTIFIED IN THE ORIGINAL RECOVERY NOTE IS NOT ACTIVE AND THE COMPANY
 AC6799'IN CHARGE OF BUILDING THE AREA (STELLAR AIRPARK ESTATES) INDICATED
 AC6799'THEY DID NOT KNOW DEE NEIL. THE AIRPARK IS UNCONTROLLED (NO CONTROL
 AC6799'TOWER).
 AC6799
 AC6799                          STATION RECOVERY (2008)
 AC6799
 AC6799'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AC6799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6819 ***********************************************************************
 AC6819  DESIGNATION -  P20 B
 AC6819  PID         -  AC6819
 AC6819  STATE/COUNTY-  AZ/LA PAZ
 AC6819  USGS QUAD   -  PARKER (1975)
 AC6819
 AC6819                         *CURRENT SURVEY CONTROL
 AC6819  ___________________________________________________________________
 AC6819* NAD 83(2007)-  34 09 23.09202(N)    114 16 06.11931(W)     ADJUSTED  
 AC6819* NAVD 88     -       136.8    (meters)     449.     (feet)  GPS OBS   
 AC6819  ___________________________________________________________________
 AC6819  EPOCH DATE  -        2007.00
 AC6819  X           -  -2,171,628.097 (meters)                     COMP
 AC6819  Y           -  -4,816,711.880 (meters)                     COMP
 AC6819  Z           -   3,560,876.387 (meters)                     COMP
 AC6819  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AC6819  ELLIP HEIGHT-         105.461 (meters)          (02/10/07) ADJUSTED
 AC6819  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 AC6819
 AC6819  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6819  Type    PID    Designation                      North   East  Ellip
 AC6819  -------------------------------------------------------------------
 AC6819  NETWORK AC6819 P20 B                             0.96   0.82   2.16
 AC6819  -------------------------------------------------------------------
 AC6819
 AC6819.This mark is at Avi Suquilla Airport (P20)
 AC6819
 AC6819.The horizontal coordinates were established by GPS observations
 AC6819.and adjusted by the National Geodetic Survey in February 2007.
 AC6819
 AC6819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6819.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6819.The horizontal coordinates are valid at the epoch date displayed above.
 AC6819.The epoch date for horizontal control is a decimal equivalence
 AC6819.of Year/Month/Day.
 AC6819
 AC6819.The orthometric height was determined by GPS observations and a
 AC6819.high-resolution geoid model.
 AC6819
 AC6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6819
 AC6819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6819
 AC6819.The ellipsoidal height was determined by GPS observations
 AC6819.and is referenced to NAD 83.
 AC6819
 AC6819.The geoid height was determined by GEOID03.
 AC6819
 AC6819;                    North         East     Units Scale Factor Converg.
 AC6819;SPC AZ W     -   350,135.268   165,561.722   MT  0.99996149   -0 17 27.8
 AC6819;SPC AZ W     - 1,148,737.76    543,181.50   iFT  0.99996149   -0 17 27.8
 AC6819;UTM  11      - 3,782,871.164   751,832.665   MT  1.00038184   +1 32 04.2
 AC6819
 AC6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6819!SPC AZ W     -   0.99998344  x   0.99996149  =   0.99994494
 AC6819!UTM  11      -   0.99998344  x   1.00038184  =   1.00036528
 AC6819
 AC6819                          SUPERSEDED SURVEY CONTROL
 AC6819
 AC6819  ELLIP H (01/12/01)  105.488  (m)                       GP(       ) 4 1
 AC6819  NAD 83(1992)-  34 09 23.09111(N)    114 16 06.11980(W) AD(       ) 1
 AC6819  ELLIP H (03/14/97)  105.515  (m)                       GP(       ) 3 1
 AC6819
 AC6819.Superseded values are not recommended for survey control.
 AC6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6819.See file dsdata.txt to determine how the superseded data were derived.
 AC6819
 AC6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5183382871(NAD 83)
 AC6819_MARKER: DD = SURVEY DISK
 AC6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6819_STAMPING: P20 B 1989
 AC6819_MARK LOGO: NOS   
 AC6819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6819+STABILITY: SURFACE MOTION
 AC6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6819+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1997
 AC6819
 AC6819  HISTORY     - Date     Condition        Report By
 AC6819  HISTORY     - 1989     MONUMENTED       NGS
 AC6819  HISTORY     - 19951215 GOOD             CHANCE
 AC6819  HISTORY     - 19970430 GOOD             NGS
 AC6819
 AC6819                          STATION DESCRIPTION
 AC6819
 AC6819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (ARB)
 AC6819'THIS STATION IS LOCATED AT THE AVI SUQUILLA AIRPORT, PARKER, ARIZONA
 AC6819'NEAR THE NORTH END OF THE FIELD.  THE MARK IS BETWEEN THE RUNWAY AND
 AC6819'TAXIWAY NEAR THE APPROACH END OF RWY 19.  THE MARK IS 196.14 FT (59.78
 AC6819'M) WSW OF CL END RWY 19, 114.0 NW OF NW EDGE OF RWY 19 75.3 FT (23.0
 AC6819'M) SE OF SE EDGE OF TAXIWAY PARALLEL TAXIWAY, 75.1 SW OF SW EDGE OF
 AC6819'TAXIWAY TO RWY 19 END.  THE STATION IS MARKED BY A BRASS DISK SET IN A
 AC6819'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE DISK IS STAMPED P20
 AC6819'B 198.
 AC6819
 AC6819                          STATION RECOVERY (1995)
 AC6819
 AC6819'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6819'THE STATION IS LOCATED APPROXIMATELY 1.7 KM (1.05 MI) EAST THE TOWN OF
 AC6819'PARKER AT THE AVI SUQUILLA AIRPORT.  OWNERSHIP -- COLORADO RIVER
 AC6819'INDIAN TRIBES, JOSEPH MARTINEZ - AIRPORT MANAGER, PHONE (520) 669-2168
 AC6819'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 NORTHBOUND
 AC6819'AND STATE HIGHWAY 95 SOUTHBOUND IN PARKER, PROCEED NORTHEAST ON STATE
 AC6819'HIGHWAY 95 NORTHBOUND FOR 1.45 KM (0.90 MI) TO THE JUNCTION WITH THE
 AC6819'AIRPORT ROAD.  TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT ROAD FOR 0.4
 AC6819'KM (0.25 MI) TO THE TERMINAL BUILDING AND GATE.  PASS THROUGH GATE AND
 AC6819'GO SOUTHEAST ACROSS APRON AND TAXIWAY FOR 0.15 KM (0.10 MI) TO THE
 AC6819'JUNCTION WITH THE PARALLEL TAXIWAY.  TURN LEFT AND GO NORTHEAST ALONG
 AC6819'PARALLEL TAXIWAY FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT
 AC6819'BETWEEN THE PARALLEL TAXIWAY AND RUNWAY 1-19 THE STATION IS A STANDARD
 AC6819'SURVEY DISK SET INTO THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH
 AC6819'THE GROUND.  THE STATION IS LOCATED 59.78 M (196.13 FT) WEST-SOUTHWEST
 AC6819'OF THE CENTERLINE END OF RUNWAY 19, 34.75 M (114.01 FT) NORTHWEST OF
 AC6819'THE NORTHWEST EDGE OF RUNWAY 1-19, 23.1 M (75.8 FT) SOUTHEAST OF THE
 AC6819'SOUTHEAST EDGE OF THE PARALLEL TAXIWAY, 22.89 M (75.10 FT) SOUTHWEST
 AC6819'OF THE SOUTHWEST EDGE OF THE CONNECTING TAXIWAY LEADING TO THE
 AC6819'APPROACH END OF RUNWAY 19, AND 0.9 M (3.0 FT) NORTH-NORTHWEST OF A
 AC6819'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6819'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6819
 AC6819                          STATION RECOVERY (1997)
 AC6819
 AC6819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6819'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6818 ***********************************************************************
 AC6818  PACS        -  This is a Primary Airport Control Station.
 AC6818  DESIGNATION -  P20 C
 AC6818  PID         -  AC6818
 AC6818  STATE/COUNTY-  AZ/LA PAZ
 AC6818  USGS QUAD   -  PARKER (1975)
 AC6818
 AC6818                         *CURRENT SURVEY CONTROL
 AC6818  ___________________________________________________________________
 AC6818* NAD 83(2007)-  34 09 03.07818(N)    114 16 12.99089(W)     ADJUSTED  
 AC6818* NAVD 88     -       136.86   (meters)     449.0    (feet)  GPS OBS   
 AC6818  ___________________________________________________________________
 AC6818  EPOCH DATE  -        2007.00
 AC6818  X           -  -2,171,930.896 (meters)                     COMP
 AC6818  Y           -  -4,816,955.204 (meters)                     COMP
 AC6818  Z           -   3,560,366.098 (meters)                     COMP
 AC6818  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AC6818  ELLIP HEIGHT-         105.535 (meters)          (02/10/07) ADJUSTED
 AC6818  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AC6818
 AC6818  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6818  Type    PID    Designation                      North   East  Ellip
 AC6818  -------------------------------------------------------------------
 AC6818  NETWORK AC6818 P20 C                             0.94   0.80   2.14
 AC6818  -------------------------------------------------------------------
 AC6818
 AC6818.This mark is at Avi Suquilla Airport (P20)
 AC6818
 AC6818.The horizontal coordinates were established by GPS observations
 AC6818.and adjusted by the National Geodetic Survey in February 2007.
 AC6818
 AC6818.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6818.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6818.The horizontal coordinates are valid at the epoch date displayed above.
 AC6818.The epoch date for horizontal control is a decimal equivalence
 AC6818.of Year/Month/Day.
 AC6818
 AC6818.The orthometric height was determined by GPS observations and a
 AC6818.high-resolution geoid model.
 AC6818
 AC6818.GPS derived orthometric heights for airport stations designated as
 AC6818.PACS or SACS are published to 2 decimal places.  This maintains
 AC6818.centimeter relative accuracy between the PACS and SACS.  It does
 AC6818.not indicate centimeter accuracy relative to other marks which are
 AC6818.part of the NAVD 88 network.
 AC6818
 AC6818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6818
 AC6818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6818
 AC6818.The ellipsoidal height was determined by GPS observations
 AC6818.and is referenced to NAD 83.
 AC6818
 AC6818.The geoid height was determined by GEOID03.
 AC6818
 AC6818;                    North         East     Units Scale Factor Converg.
 AC6818;SPC AZ W     -   349,519.518   165,382.569   MT  0.99996170   -0 17 31.5
 AC6818;SPC AZ W     - 1,146,717.58    542,593.73   iFT  0.99996170   -0 17 31.5
 AC6818;UTM  11      - 3,782,249.759   751,673.151   MT  1.00038085   +1 31 59.5
 AC6818
 AC6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6818!SPC AZ W     -   0.99998343  x   0.99996170  =   0.99994513
 AC6818!UTM  11      -   0.99998343  x   1.00038085  =   1.00036428
 AC6818
 AC6818                          SUPERSEDED SURVEY CONTROL
 AC6818
 AC6818  ELLIP H (01/12/01)  105.563  (m)                       GP(       ) 4 1
 AC6818  NAD 83(1992)-  34 09 03.07728(N)    114 16 12.99135(W) AD(       ) B
 AC6818  ELLIP H (03/14/97)  105.590  (m)                       GP(       ) 3 1
 AC6818
 AC6818.Superseded values are not recommended for survey control.
 AC6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6818.See file dsdata.txt to determine how the superseded data were derived.
 AC6818
 AC6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5167382250(NAD 83)
 AC6818_MARKER: I = METAL ROD
 AC6818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6818_STAMPING: P20 C 1996
 AC6818_MARK LOGO: NGS   
 AC6818_PROJECTION: FLUSH
 AC6818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6818+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1997
 AC6818_ROD/PIPE-DEPTH: 25.0 meters
 AC6818
 AC6818  HISTORY     - Date     Condition        Report By
 AC6818  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6818  HISTORY     - 19970430 GOOD             NGS
 AC6818
 AC6818                          STATION DESCRIPTION
 AC6818
 AC6818'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6818'THE STATION IS LOCATED APPROXIMATELY 1.7 KM (1.05 MI) EAST THE TOWN OF
 AC6818'PARKER AT THE AVI SUQUILLA AIRPORT.  OWNERSHIP -- COLORADO RIVER
 AC6818'INDIAN TRIBES, JOSEPH MARTINEZ - AIRPORT MANAGER, PHONE (520) 669-2168
 AC6818'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 NORTHBOUND
 AC6818'AND STATE HIGHWAY 95 SOUTHBOUND IN PARKER, PROCEED NORTHEAST ON STATE
 AC6818'HIGHWAY 95 NORTHBOUND FOR 1.45 KM (0.90 MI) TO THE JUNCTION WITH THE
 AC6818'AIRPORT ROAD.  TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT ROAD FOR 0.4
 AC6818'KM (0.25 MI) TO THE TERMINAL BUILDING AND GATE.  PASS THROUGH GATE AND
 AC6818'GO SOUTHEAST ACROSS APRON AND TAXIWAY FOR 0.25 KM (0.15 MI) CROSSING
 AC6818'THE PARALLEL TAXIWAY AND RUNWAY 1-19.  TURN RIGHT AND PROCEED
 AC6818'SOUTHWESTERLY PARALLELING RUNWAY 1-19 FOR 0.13 KM (0.10 MI) TO THE
 AC6818'STATION ON THE LEFT SOUTH-SOUTHWEST OF THE WINDSOCK THE STATION IS THE
 AC6818'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 AC6818'25.00 M (82.02 FT) RECESSED 13 CM BELOW GROUND LEVEL IN A 2.5 CM DIA
 AC6818'GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 AC6818'DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AC6818'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED
 AC6818'21.60 M (70.87 FT) NORTHWEST OF A FENCELINE, 56.85 M (186.52 FT)
 AC6818'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 1-19, 92.30 M (302.82 FT)
 AC6818'SOUTH-SOUTHWEST OF A WINDSOCK MAST, 35.80 M (117.45 FT) SOUTHWEST OF A
 AC6818'STEEL FENCE BRACE POST, AND 0.9 M (3.0 FT) SOUTHWEST OF A CARSONITE
 AC6818'WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AC6818'STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6818
 AC6818                          STATION RECOVERY (1997)
 AC6818
 AC6818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6818'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6820 ***********************************************************************
 AC6820  SACS        -  This is a Secondary Airport Control Station.
 AC6820  DESIGNATION -  P20 D
 AC6820  PID         -  AC6820
 AC6820  STATE/COUNTY-  AZ/LA PAZ
 AC6820  USGS QUAD   -  PARKER (1975)
 AC6820
 AC6820                         *CURRENT SURVEY CONTROL
 AC6820  ___________________________________________________________________
 AC6820* NAD 83(2007)-  34 08 42.71257(N)    114 16 32.38858(W)     ADJUSTED  
 AC6820* NAVD 88     -       136.25   (meters)     447.0    (feet)  GPS OBS   
 AC6820  ___________________________________________________________________
 AC6820  EPOCH DATE  -        2007.00
 AC6820  X           -  -2,172,528.497 (meters)                     COMP
 AC6820  Y           -  -4,817,071.570 (meters)                     COMP
 AC6820  Z           -   3,559,846.419 (meters)                     COMP
 AC6820  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AC6820  ELLIP HEIGHT-         104.921 (meters)          (02/10/07) ADJUSTED
 AC6820  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AC6820
 AC6820  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6820  Type    PID    Designation                      North   East  Ellip
 AC6820  -------------------------------------------------------------------
 AC6820  NETWORK AC6820 P20 D                             0.96   0.82   2.16
 AC6820  -------------------------------------------------------------------
 AC6820
 AC6820.This mark is at Avi Suquilla Airport (P20)
 AC6820
 AC6820.The horizontal coordinates were established by GPS observations
 AC6820.and adjusted by the National Geodetic Survey in February 2007.
 AC6820
 AC6820.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6820.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6820.The horizontal coordinates are valid at the epoch date displayed above.
 AC6820.The epoch date for horizontal control is a decimal equivalence
 AC6820.of Year/Month/Day.
 AC6820
 AC6820.The orthometric height was determined by GPS observations and a
 AC6820.high-resolution geoid model.
 AC6820
 AC6820.GPS derived orthometric heights for airport stations designated as
 AC6820.PACS or SACS are published to 2 decimal places.  This maintains
 AC6820.centimeter relative accuracy between the PACS and SACS.  It does
 AC6820.not indicate centimeter accuracy relative to other marks which are
 AC6820.part of the NAVD 88 network.
 AC6820
 AC6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6820
 AC6820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6820
 AC6820.The ellipsoidal height was determined by GPS observations
 AC6820.and is referenced to NAD 83.
 AC6820
 AC6820.The geoid height was determined by GEOID03.
 AC6820
 AC6820;                    North         East     Units Scale Factor Converg.
 AC6820;SPC AZ W     -   348,894.580   164,882.453   MT  0.99996229   -0 17 42.2
 AC6820;SPC AZ W     - 1,144,667.26    540,952.93   iFT  0.99996229   -0 17 42.2
 AC6820;UTM  11      - 3,781,608.943   751,192.992   MT  1.00037787   +1 31 47.8
 AC6820
 AC6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6820!SPC AZ W     -   0.99998353  x   0.99996229  =   0.99994582
 AC6820!UTM  11      -   0.99998353  x   1.00037787  =   1.00036139
 AC6820
 AC6820                          SUPERSEDED SURVEY CONTROL
 AC6820
 AC6820  ELLIP H (01/12/01)  104.950  (m)                       GP(       ) 4 1
 AC6820  NAD 83(1992)-  34 08 42.71163(N)    114 16 32.38904(W) AD(       ) 1
 AC6820  ELLIP H (03/14/97)  104.977  (m)                       GP(       ) 3 1
 AC6820
 AC6820.Superseded values are not recommended for survey control.
 AC6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6820.See file dsdata.txt to determine how the superseded data were derived.
 AC6820
 AC6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5119381609(NAD 83)
 AC6820_MARKER: DD = SURVEY DISK
 AC6820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6820_STAMPING: P20 D 1996
 AC6820_MARK LOGO: NGS   
 AC6820_PROJECTION: FLUSH
 AC6820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6820+STABILITY: SURFACE MOTION
 AC6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6820+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6820_ROD/PIPE-DEPTH: 1.0  meters
 AC6820
 AC6820  HISTORY     - Date     Condition        Report By
 AC6820  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6820  HISTORY     - 19970430 GOOD             NGS
 AC6820
 AC6820                          STATION DESCRIPTION
 AC6820
 AC6820'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6820'THE STATION IS LOCATED APPROXIMATELY 1.7 KM (1.05 MI) EAST THE TOWN OF
 AC6820'PARKER AT THE AVI SUQUILLA AIRPORT.  OWNERSHIP -- COLORADO RIVER
 AC6820'INDIAN TRIBES, JOSEPH MARTINEZ - AIRPORT MANAGER, PHONE (520) 669-2168
 AC6820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 NORTHBOUND
 AC6820'AND STATE HIGHWAY 95 SOUTHBOUND IN PARKER, PROCEED NORTHEAST ON STATE
 AC6820'HIGHWAY 95 NORTHBOUND FOR 1.45 KM (0.90 MI) TO THE JUNCTION WITH THE
 AC6820'AIRPORT ROAD.  TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT ROAD FOR 0.4
 AC6820'KM (0.25 MI) TO THE TERMINAL BUILDING AND GATE.  PASS THROUGH GATE AND
 AC6820'GO SOUTHEAST ACROSS APRON AND TAXIWAY FOR 0.15 KM (0.10 MI) TO THE
 AC6820'JUNCTION WITH THE PARALLEL TAXIWAY.  TURN RIGHT AND PROCEED
 AC6820'SOUTHWESTERLY ALONG PARALLEL TAXIWAY FOR 0.90 KM (0.55 MI) TO THE END
 AC6820'OF THE TAXIWAY AND THE STATION ON THE RIGHT THE STATION IS THE CENTER
 AC6820'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AC6820'PIPE, RECESSED 13 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AC6820'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6820'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6820'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 16.50 M
 AC6820'(54.13 FT) WEST-NORTHWEST OF THE SOUTHERLY EXTENSION OF THE NORTHWEST
 AC6820'EDGE OF THE PARALLEL TAXIWAY, 37.05 M (121.55 FT) SOUTHWEST OF THE
 AC6820'SECOND TAXIWAY LIGHT NORTHEAST OF THE SOUTHWEST CORNER OF THE PARALLEL
 AC6820'TAXIWAY, 24.60 M (80.71 FT) WEST-SOUTHWEST OF THE FIRST TAXIWAY LIGHT
 AC6820'NORTHEAST OF THE SOUTHWEST CORNER OF THE PARALLEL TAXIWAY, 47.10 M
 AC6820'(154.53 FT) WEST-NORTHWEST OF THE SECOND TAXIWAY LIGHT SOUTHEAST OF
 AC6820'THE SOUTHWEST CORNER OF THE PARALLEL TAXIWAY, 12.15 M (39.86 FT)
 AC6820'NORTH-NORTHEAST OF THE WESTERNMOST OF THREE FENCE POSTS, AND 0.9 M
 AC6820'(3.0 FT) EAST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS
 AC6820'A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6820
 AC6820                          STATION RECOVERY (1997)
 AC6820
 AC6820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6820'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF6366 ***********************************************************************
 DF6366  PACS        -  This is a Primary Airport Control Station.
 DF6366  DESIGNATION -  P23A
 DF6366  PID         -  DF6366
 DF6366  STATE/COUNTY-  AZ/YAVAPAI
 DF6366  USGS QUAD   -  SELIGMAN WEST (1981)
 DF6366
 DF6366                         *CURRENT SURVEY CONTROL
 DF6366  ___________________________________________________________________
 DF6366* NAD 83(2007)-  35 20 03.14657(N)    112 53 10.04024(W)     ADJUSTED  
 DF6366* NAVD 88     -      1596.20   (meters)    5236.9    (feet)  GPS OBS   
 DF6366  ___________________________________________________________________
 DF6366  EPOCH DATE  -        2007.00
 DF6366  X           -  -2,026,310.416 (meters)                     COMP
 DF6366  Y           -  -4,800,191.789 (meters)                     COMP
 DF6366  Z           -   3,669,085.868 (meters)                     COMP
 DF6366  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DF6366  ELLIP HEIGHT-        1570.841 (meters)          (02/10/07) ADJUSTED
 DF6366  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 DF6366
 DF6366  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF6366  Type    PID    Designation                      North   East  Ellip
 DF6366  -------------------------------------------------------------------
 DF6366  NETWORK DF6366 P23A                              0.20   0.33   3.98
 DF6366  -------------------------------------------------------------------
 DF6366
 DF6366.This mark is at Seligman Airport  (P23)
 DF6366
 DF6366.The horizontal coordinates were established by GPS observations
 DF6366.and adjusted by the National Geodetic Survey in February 2007.
 DF6366
 DF6366.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF6366.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF6366.The horizontal coordinates are valid at the epoch date displayed above.
 DF6366.The epoch date for horizontal control is a decimal equivalence
 DF6366.of Year/Month/Day.
 DF6366
 DF6366.The orthometric height was determined by GPS observations and a
 DF6366.high-resolution geoid model.
 DF6366
 DF6366.GPS derived orthometric heights for airport stations designated as
 DF6366.PACS or SACS are published to 2 decimal places.  This maintains
 DF6366.centimeter relative accuracy between the PACS and SACS.  It does
 DF6366.not indicate centimeter accuracy relative to other marks which are
 DF6366.part of the NAVD 88 network.
 DF6366
 DF6366.Photographs are available for this station.
 DF6366
 DF6366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6366
 DF6366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6366
 DF6366.The ellipsoidal height was determined by GPS observations
 DF6366.and is referenced to NAD 83.
 DF6366
 DF6366.The geoid height was determined by GEOID03.
 DF6366
 DF6366;                    North         East     Units Scale Factor Converg.
 DF6366;SPC AZ C     -   481,079.928   125,228.921   MT  0.99999569   -0 33 38.6
 DF6366;SPC AZ C     - 1,578,346.22    410,856.04   iFT  0.99999569   -0 33 38.6
 DF6366;UTM  12      - 3,911,738.552   328,580.609   MT  0.99996214   -1 05 27.9
 DF6366
 DF6366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6366!SPC AZ C     -   0.99975350  x   0.99999569  =   0.99974919
 DF6366!UTM  12      -   0.99975350  x   0.99996214  =   0.99971565
 DF6366
 DF6366                          SUPERSEDED SURVEY CONTROL
 DF6366
 DF6366  NAD 83(1992)-  35 20 03.14645(N)    112 53 10.04011(W) AD(       ) B
 DF6366  ELLIP H (07/14/03) 1570.844  (m)                       GP(       ) 3 1
 DF6366
 DF6366.Superseded values are not recommended for survey control.
 DF6366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6366.See file dsdata.txt to determine how the superseded data were derived.
 DF6366
 DF6366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2858111739(NAD 83)
 DF6366_MARKER: DD = SURVEY DISK
 DF6366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6366_STAMPING: P23A 2003
 DF6366_MARK LOGO: AZ-025
 DF6366_PROJECTION: PROJECTING 5 CENTIMETERS
 DF6366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6366+STABILITY: SURFACE MOTION
 DF6366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6366+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 DF6366
 DF6366  HISTORY     - Date     Condition        Report By
 DF6366  HISTORY     - 20030226 MONUMENTED       AZ-025
 DF6366
 DF6366                          STATION DESCRIPTION
 DF6366
 DF6366'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6366'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE SELIGMAN AIRPORT,
 DF6366'ABOUT 0.6 MI (1.0 KM) WEST OF THE TOWN OF SELIGMAN, 22.3 MI (36.0 KM)
 DF6366'WEST OF
 DF6366'THE TOWN OF ASHFORK, AND 44.5 MI (71.6 KM) NORTHWEST OF THE TOWN OF
 DF6366'CHINO
 DF6366'VALLEY.  THE PROPERTY IS OWNED BY YAVAPAI COUNTY, CALL 928-771-3183 TO
 DF6366'OBTAIN PERMISSION TO ACCESS THE STATION.
 DF6366' 
 DF6366'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO WEST 0.6 MI
 DF6366'(1.0
 DF6366'KM) ALONG HISTORIC ROUTE 66, TURN RIGHT (NORTH) AN AIRPORT WAY, GO
 DF6366'NORTHEAST 0.3 MI (0.5 KM) TO AIRPORT PARKING AND GATE TO RUNWAY.
 DF6366'STATION IS
 DF6366'LOCATED 205 FT (62.5 M) NORTHEAST OF AIRPLANE PARKING APRON.
 DF6366' 
 DF6366'THE STATION IS A YAVAPAI COUNTY GIS DISK, AN ALUMINUM 3 1/4 IN DISK
 DF6366'SET IN A
 DF6366'10 IN ROUND CONCRETE MONUMENT PROJECTING 0.2 FT ABOVE THE SUFACE OF
 DF6366'THE GROUND.  IT IS STAMPED P23A 2003.  IT IS 174 FT (53.0 M) SOUTHWEST
 DF6366'OF AN
 DF6366'ANGLE POINT IN THE CHAIN LINK AIRPORT FENCE, 108 FT (32.9 M) NORTH OF
 DF6366'A
 DF6366'FLAG POLE, 78 FT (23.8 M) SOUTHEAST OF THE TAXIWAY, AND 2.7 FT (0.8 M)
 DF6366'NORTHWEST OF AN ORANGE NGS CARSONITE WITNESS POST.
 DF6366' 
 DF6366' 
 DF6366'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 DF6366'(PACS).
 DF6366' 
 DF6366'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF6367 ***********************************************************************
 DF6367  SACS        -  This is a Secondary Airport Control Station.
 DF6367  DESIGNATION -  P23B
 DF6367  PID         -  DF6367
 DF6367  STATE/COUNTY-  AZ/YAVAPAI
 DF6367  USGS QUAD   -  SELIGMAN WEST (1981)
 DF6367
 DF6367                         *CURRENT SURVEY CONTROL
 DF6367  ___________________________________________________________________
 DF6367* NAD 83(2007)-  35 19 49.48785(N)    112 53 32.84139(W)     ADJUSTED  
 DF6367* NAVD 88     -      1594.34   (meters)    5230.8    (feet)  GPS OBS   
 DF6367  ___________________________________________________________________
 DF6367  EPOCH DATE  -        2007.00
 DF6367  X           -  -2,026,935.157 (meters)                     COMP
 DF6367  Y           -  -4,800,190.675 (meters)                     COMP
 DF6367  Z           -   3,668,741.289 (meters)                     COMP
 DF6367  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DF6367  ELLIP HEIGHT-        1568.965 (meters)          (02/10/07) ADJUSTED
 DF6367  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DF6367
 DF6367  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF6367  Type    PID    Designation                      North   East  Ellip
 DF6367  -------------------------------------------------------------------
 DF6367  NETWORK DF6367 P23B                              0.31   0.37   3.98
 DF6367  -------------------------------------------------------------------
 DF6367
 DF6367.This mark is at Seligman Airport  (P23)
 DF6367
 DF6367.The horizontal coordinates were established by GPS observations
 DF6367.and adjusted by the National Geodetic Survey in February 2007.
 DF6367
 DF6367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF6367.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF6367.The horizontal coordinates are valid at the epoch date displayed above.
 DF6367.The epoch date for horizontal control is a decimal equivalence
 DF6367.of Year/Month/Day.
 DF6367
 DF6367.The orthometric height was determined by GPS observations and a
 DF6367.high-resolution geoid model.
 DF6367
 DF6367.GPS derived orthometric heights for airport stations designated as
 DF6367.PACS or SACS are published to 2 decimal places.  This maintains
 DF6367.centimeter relative accuracy between the PACS and SACS.  It does
 DF6367.not indicate centimeter accuracy relative to other marks which are
 DF6367.part of the NAVD 88 network.
 DF6367
 DF6367.Photographs are available for this station.
 DF6367
 DF6367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6367
 DF6367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6367
 DF6367.The ellipsoidal height was determined by GPS observations
 DF6367.and is referenced to NAD 83.
 DF6367
 DF6367.The geoid height was determined by GEOID03.
 DF6367
 DF6367;                    North         East     Units Scale Factor Converg.
 DF6367;SPC AZ C     -   480,664.662   124,648.978   MT  0.99999695   -0 33 51.6
 DF6367;SPC AZ C     - 1,576,983.80    408,953.34   iFT  0.99999695   -0 33 51.6
 DF6367;UTM  12      - 3,911,328.685   327,996.866   MT  0.99996461   -1 05 40.8
 DF6367
 DF6367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6367!SPC AZ C     -   0.99975379  x   0.99999695  =   0.99975074
 DF6367!UTM  12      -   0.99975379  x   0.99996461  =   0.99971841
 DF6367
 DF6367                          SUPERSEDED SURVEY CONTROL
 DF6367
 DF6367  NAD 83(1992)-  35 19 49.48772(N)    112 53 32.84125(W) AD(       ) A
 DF6367  ELLIP H (07/14/03) 1568.968  (m)                       GP(       ) 4 1
 DF6367
 DF6367.Superseded values are not recommended for survey control.
 DF6367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6367.See file dsdata.txt to determine how the superseded data were derived.
 DF6367
 DF6367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2799711329(NAD 83)
 DF6367_MARKER: DD = SURVEY DISK
 DF6367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6367_STAMPING: P23B 2003
 DF6367_MARK LOGO: AZ-025
 DF6367_PROJECTION: PROJECTING 5 CENTIMETERS
 DF6367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6367+STABILITY: SURFACE MOTION
 DF6367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6367+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 DF6367
 DF6367  HISTORY     - Date     Condition        Report By
 DF6367  HISTORY     - 20030226 MONUMENTED       AZ-025
 DF6367
 DF6367                          STATION DESCRIPTION
 DF6367
 DF6367'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6367'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE SELIGMAN AIRPORT,
 DF6367'ABOUT 0.6 MI (1.0 KM) WEST OF THE TOWN OF SELIGMAN, 22.3 MI (36.0 KM)
 DF6367'WEST OF
 DF6367'THE TOWN OF ASHFORK, AND 44.5 MI (71.6 KM) NORTHWEST OF THE TOWN OF
 DF6367'CHINO
 DF6367'VALLEY.  THE PROPERTY IS OWNED BY YAVAPAI COUNTY, CALL 928-771-3183 TO
 DF6367'OBTAIN PERMISSION TO ACCESS THE STATION.
 DF6367' 
 DF6367'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO WEST 0.6 MI
 DF6367'(1.0
 DF6367'KM) ALONG HISTORIC ROUTE 66, TURN RIGHT (NORTH) AN AIRPORT WAY, GO
 DF6367'NORTHEAST 0.3 MI (0.5 KM) TO AIRPORT PARKING AND GATE TO RUNWAY.
 DF6367'STATION IS
 DF6367'LOCATED 58 FT (17.7 M) SOUTHEAST OF THE SOUTHWEST END OF TAXIWAY
 DF6367'CENTERLINE.
 DF6367' 
 DF6367'THE STATION IS A YAVAPAI COUNTY GIS DISK, AN ALUMINUM 3 1/4 IN DISK
 DF6367'SET IN A 10
 DF6367'IN ROUND CONCRETE MONUMENT PROJECTING 0.2 FT ABOVE THE SUFACE OF THE
 DF6367'GROUND.  IT IS STAMPED P23B 2003.  IT IS 72 FT (21.9 M) NORTH OF A
 DF6367'CHAIN LINK FENCE
 DF6367'CORNER, 18.5 FT (5.6 M) WEST OF CHAIN LINK FENCE, AND 3.7 FT (1.1 M)
 DF6367'NORTH OF AN
 DF6367'ORANGE NGS CARSONITE WINESS POST..
 DF6367' 
 DF6367' 
 DF6367'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DF6367'(SACS).
 DF6367' 
 DF6367'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DF6368 ***********************************************************************
 DF6368  SACS        -  This is a Secondary Airport Control Station.
 DF6368  DESIGNATION -  P23C
 DF6368  PID         -  DF6368
 DF6368  STATE/COUNTY-  AZ/YAVAPAI
 DF6368  USGS QUAD   -  SELIGMAN WEST (1981)
 DF6368
 DF6368                         *CURRENT SURVEY CONTROL
 DF6368  ___________________________________________________________________
 DF6368* NAD 83(2007)-  35 20 18.69747(N)    112 52 44.76823(W)     ADJUSTED  
 DF6368* NAVD 88     -      1592.18   (meters)    5223.7    (feet)  GPS OBS   
 DF6368  ___________________________________________________________________
 DF6368  EPOCH DATE  -        2007.00
 DF6368  X           -  -2,025,613.207 (meters)                     COMP
 DF6368  Y           -  -4,800,181.569 (meters)                     COMP
 DF6368  Z           -   3,669,474.614 (meters)                     COMP
 DF6368  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DF6368  ELLIP HEIGHT-        1566.841 (meters)          (02/10/07) ADJUSTED
 DF6368  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 DF6368
 DF6368  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF6368  Type    PID    Designation                      North   East  Ellip
 DF6368  -------------------------------------------------------------------
 DF6368  NETWORK DF6368 P23C                              0.37   0.39   4.00
 DF6368  -------------------------------------------------------------------
 DF6368
 DF6368.This mark is at Seligman Airport  (P23)
 DF6368
 DF6368.The horizontal coordinates were established by GPS observations
 DF6368.and adjusted by the National Geodetic Survey in February 2007.
 DF6368
 DF6368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF6368.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF6368.The horizontal coordinates are valid at the epoch date displayed above.
 DF6368.The epoch date for horizontal control is a decimal equivalence
 DF6368.of Year/Month/Day.
 DF6368
 DF6368.The orthometric height was determined by GPS observations and a
 DF6368.high-resolution geoid model.
 DF6368
 DF6368.GPS derived orthometric heights for airport stations designated as
 DF6368.PACS or SACS are published to 2 decimal places.  This maintains
 DF6368.centimeter relative accuracy between the PACS and SACS.  It does
 DF6368.not indicate centimeter accuracy relative to other marks which are
 DF6368.part of the NAVD 88 network.
 DF6368
 DF6368.Photographs are available for this station.
 DF6368
 DF6368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6368
 DF6368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6368
 DF6368.The ellipsoidal height was determined by GPS observations
 DF6368.and is referenced to NAD 83.
 DF6368
 DF6368.The geoid height was determined by GEOID03.
 DF6368
 DF6368;                    North         East     Units Scale Factor Converg.
 DF6368;SPC AZ C     -   481,552.936   125,871.771   MT  0.99999430   -0 33 24.2
 DF6368;SPC AZ C     - 1,579,898.08    412,965.13   iFT  0.99999430   -0 33 24.2
 DF6368;UTM  12      - 3,912,205.572   329,227.787   MT  0.99995941   -1 05 13.7
 DF6368
 DF6368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6368!SPC AZ C     -   0.99975413  x   0.99999430  =   0.99974843
 DF6368!UTM  12      -   0.99975413  x   0.99995941  =   0.99971355
 DF6368
 DF6368                          SUPERSEDED SURVEY CONTROL
 DF6368
 DF6368  NAD 83(1992)-  35 20 18.69735(N)    112 52 44.76809(W) AD(       ) 1
 DF6368  ELLIP H (07/14/03) 1566.844  (m)                       GP(       ) 4 1
 DF6368
 DF6368.Superseded values are not recommended for survey control.
 DF6368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6368.See file dsdata.txt to determine how the superseded data were derived.
 DF6368
 DF6368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2922812206(NAD 83)
 DF6368_MARKER: DD = SURVEY DISK
 DF6368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6368_STAMPING: P23C 2003
 DF6368_MARK LOGO: AZ-025
 DF6368_PROJECTION: PROJECTING 5 CENTIMETERS
 DF6368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6368+STABILITY: SURFACE MOTION
 DF6368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6368+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 DF6368
 DF6368  HISTORY     - Date     Condition        Report By
 DF6368  HISTORY     - 20030226 MONUMENTED       AZ-025
 DF6368
 DF6368                          STATION DESCRIPTION
 DF6368
 DF6368'DESCRIBED BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 DF6368'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ AT THE SELIGMAN AIRPORT,
 DF6368'ABOUT 0.6 MI (1.0 KM) WEST OF THE TOWN OF SELIGMAN, 22.3 MI (36.0 KM)
 DF6368'WEST OF
 DF6368'THE TOWN OF ASHFORK, AND 44.5 MI (71.6 KM) NORTHWEST OF THE TOWN OF
 DF6368'CHINO
 DF6368'VALLEY.  THE PROPERTY IS OWNED BY YAVAPAI COUNTY, CALL 928-771-3183 TO
 DF6368'OBTAIN PERMISSION TO ACCESS THE STATION.
 DF6368' 
 DF6368'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO WEST 0.6 MI
 DF6368'(1.0
 DF6368'KM) ALONG HISTORIC ROUTE 66, TURN RIGHT (NORTH) AN AIRPORT WAY, GO
 DF6368'NORTHEAST 0.3 MI (0.5 KM) TO AIRPORT PARKING AND GATE TO RUNWAY.
 DF6368'STATION IS
 DF6368'LOCATED 144 FT (43.9 M) EAST OF THE NORTHEAST END OF THE TAXIWAY
 DF6368'CENTERLINE.
 DF6368' 
 DF6368'THE STATION IS A YAVAPAI COUNTY GIS DISK, AN ALUMINUM 3 1/4 IN DISK
 DF6368'SET IN A
 DF6368'10 IN ROUND CONCRETE MONUMENT PROJECTING 0.2 FT ABOVE THE SUFACE OF
 DF6368'THE GROUND.  IT IS STAMPED P23C 2003.  IT IS 144 FT (43.9 M) EAST OF
 DF6368'THE
 DF6368'NORTHEAST END OF THE TAXIWAY CENTERLINE, 120 FT (36.6 M) NORTH OF A
 DF6368'WIND
 DF6368'SOCK, 87 FT (26.5 M) SOUTHWEST OF A CHAIN LINK FENCE CORNER, AND 3.3
 DF6368'FT (1.0 M)
 DF6368'SOUTHWEST OF AN ORANGE NGS CARSONITE WITNESS POST.
 DF6368' 
 DF6368' 
 DF6368'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DF6368'(SACS).
 DF6368'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6843 ***********************************************************************
 AC6843  SACS        -  This is a Secondary Airport Control Station.
 AC6843  DESIGNATION -  P34 A
 AC6843  PID         -  AC6843
 AC6843  STATE/COUNTY-  AZ/APACHE
 AC6843  USGS QUAD   -  WINDOW ROCK (1983)
 AC6843
 AC6843                         *CURRENT SURVEY CONTROL
 AC6843  ___________________________________________________________________
 AC6843* NAD 83(2007)-  35 39 36.68855(N)    109 03 36.46005(W)     ADJUSTED  
 AC6843* NAVD 88     -      2055.10   (meters)    6742.4    (feet)  GPS OBS   
 AC6843  ___________________________________________________________________
 AC6843  EPOCH DATE  -        2007.00
 AC6843  X           -  -1,694,757.020 (meters)                     COMP
 AC6843  Y           -  -4,905,203.359 (meters)                     COMP
 AC6843  Z           -   3,698,809.030 (meters)                     COMP
 AC6843  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AC6843  ELLIP HEIGHT-        2034.184 (meters)          (02/10/07) ADJUSTED
 AC6843  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 AC6843
 AC6843  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6843  Type    PID    Designation                      North   East  Ellip
 AC6843  -------------------------------------------------------------------
 AC6843  NETWORK AC6843 P34 A                             0.90   0.76   1.96
 AC6843  -------------------------------------------------------------------
 AC6843
 AC6843.This mark is at Window Rock Airport (P34)
 AC6843
 AC6843.The horizontal coordinates were established by GPS observations
 AC6843.and adjusted by the National Geodetic Survey in February 2007.
 AC6843
 AC6843.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6843.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6843.The horizontal coordinates are valid at the epoch date displayed above.
 AC6843.The epoch date for horizontal control is a decimal equivalence
 AC6843.of Year/Month/Day.
 AC6843
 AC6843.The orthometric height was determined by GPS observations and a
 AC6843.high-resolution geoid model.
 AC6843
 AC6843.GPS derived orthometric heights for airport stations designated as
 AC6843.PACS or SACS are published to 2 decimal places.  This maintains
 AC6843.centimeter relative accuracy between the PACS and SACS.  It does
 AC6843.not indicate centimeter accuracy relative to other marks which are
 AC6843.part of the NAVD 88 network.
 AC6843
 AC6843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6843
 AC6843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6843
 AC6843.The ellipsoidal height was determined by GPS observations
 AC6843.and is referenced to NAD 83.
 AC6843
 AC6843.The geoid height was determined by GEOID03.
 AC6843
 AC6843;                    North         East     Units Scale Factor Converg.
 AC6843;SPC AZ E     -   517,376.934   313,547.873   MT  1.00002365   +0 38 42.5
 AC6843;SPC AZ E     - 1,697,430.89  1,028,700.37   iFT  1.00002365   +0 38 42.5
 AC6843;UTM  12      - 3,947,993.084   675,593.876   MT  0.99997996   +1 07 52.3
 AC6843
 AC6843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6843!SPC AZ E     -   0.99968083  x   1.00002365  =   0.99970447
 AC6843!UTM  12      -   0.99968083  x   0.99997996  =   0.99966079
 AC6843
 AC6843                          SUPERSEDED SURVEY CONTROL
 AC6843
 AC6843  ELLIP H (01/12/01) 2034.192  (m)                       GP(       ) 4 1
 AC6843  NAD 83(1992)-  35 39 36.68840(N)    109 03 36.45992(W) AD(       ) 1
 AC6843  ELLIP H (03/14/97) 2034.269  (m)                       GP(       ) 3 1
 AC6843
 AC6843.Superseded values are not recommended for survey control.
 AC6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6843.See file dsdata.txt to determine how the superseded data were derived.
 AC6843
 AC6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7559447993(NAD 83)
 AC6843_MARKER: DD = SURVEY DISK
 AC6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6843_STAMPING: P34 A 1988
 AC6843_MARK LOGO: NOS   
 AC6843_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6843+STABILITY: SURFACE MOTION
 AC6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6843+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AC6843
 AC6843  HISTORY     - Date     Condition        Report By
 AC6843  HISTORY     - 1988     MONUMENTED       NOS
 AC6843  HISTORY     - 19951208 GOOD             CHANCE
 AC6843  HISTORY     - 19970508 GOOD             NGS
 AC6843
 AC6843                          STATION DESCRIPTION
 AC6843
 AC6843'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (DAH)
 AC6843'THIS STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT NEAR RUNWAY
 AC6843'END 20.  IT IS 202.0 FT (61.6 M) NORTHEAST OF THE CENTERLINE END OF
 AC6843'RWY 20, 176.8 FT (53.9 M) NORTHEAST OF THE INTERSECTION OF THE HOLD
 AC6843'BAR AND THE CENTERLINE OF THE NORTHERLY CONNECTING TAXIWAY (V-8-88 PK
 AC6843'N AND W) AND ON RANGE WITH THE HOLD BAR.  IT IS 166.4 FT (50.7 M)
 AC6843'NORTHEAST OF THE EASTERLY THRESHOLD LIGHT, 97.0 FT (29.6 M) NORTHWEST
 AC6843'OF THE CENTERLINE OF THE TAXIWAY LEADING TO THE RAMP AND 44.7 FT (13.6
 AC6843'M) SOUTHWEST OF A CORNER POST IN A WIRE FENCE.  IT IS AN NOS DISK
 AC6843'STAMPED P 34 A 1988 AND SET IN THE TOP OF A CONCRETE POST TWO INCHES
 AC6843'BELOW GROUND LEVEL.
 AC6843
 AC6843                          STATION RECOVERY (1995)
 AC6843
 AC6843'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6843'THE STATION IS LOCATED APPROXIMATELY 2.2 KM (1.35 MI) SOUTHWEST OF THE
 AC6843'TOWN OF WINDOW ROCK AT THE WINDOW ROCK AIRPORT.  OWNERSHIP -- THE
 AC6843'NAVAJO NATION, EUGENE BEGAY - SERVICE MANAGER, THE NAVAJO AIR
 AC6843'TRANSPORTATION DEPARTMENT, PHONE (520) 871-6466 TO REACH THE STATION
 AC6843'FROM THE JUNCTION OF STATE HIGHWAY 264 AND INDIAN RESERVATION ROUTE 12
 AC6843'NORTH (LOCATED 1.0 KM (0.60 MI) WEST ALONG STATE HIGHWAY 264 FROM THE
 AC6843'ARIZONA - NEW MEXICO BORDER) , PROCEED EAST FOR 0.3 KM (0.20 MI) TO
 AC6843'THE JUNCTION WITH BEACON ROAD. TURN RIGHT AND GO SOUTH ON BEACON ROAD
 AC6843'FOR 0.55 KM (0.35 MI) TO THE AIRPORT TERMINAL.  CONTINUE FOR 100 M
 AC6843'(328.1 FT) TO THE ACCESS GATE WEST OF THE TERMINAL BUILDING.  PASS
 AC6843'THROUGH GATE AND PROCEED SOUTHWEST ALONG APRON AND TAXIWAY FOR 0.15 KM
 AC6843'(0.10 MI) TOWARDS THE APPROACH END OF RUNWAY 20 AND THE STATION ON THE
 AC6843'RIGHT THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A
 AC6843'CONCRETE MONUMENT RECESSED 4 CM BELOW GROUND LEVEL.  THE STATION IS
 AC6843'LOCATED 61.57 M (202.00 FT) NORTHEAST OF THE CENTERLINE END OF RUNWAY
 AC6843'20, 53.89 M (176.80 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHERN
 AC6843'TAXIWAY TO THE APPROACH END OF RUNWAY 20 AT THE HOLDING POSITION
 AC6843'MARKINGS AND ON RANGE WITH THE MARKINGS, 50.72 M (166.40 FT) NORTHEAST
 AC6843'OF THE EASTERNMOST THRESHOLD LIGHT, 29.57 M (97.01 FT) NORTHWEST OF
 AC6843'THE CENTERLINE OF THE TAXIWAY LEADING TO THE RAMP, 13.62 M (44.68 FT)
 AC6843'SOUTHWEST OF A CORNER POST IN A WIRE FENCE, 23.50 M (77.10 FT) NORTH
 AC6843'OF THE WEST END OF A CULVERT, AND 0.9 M (3.0 FT) EAST-SOUTHEAST OF A
 AC6843'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6843'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6843
 AC6843                          STATION RECOVERY (1997)
 AC6843
 AC6843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 08 MAY 1997 (WCW) .
 AC6843'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH CHANGE.  AIRPORT MANAGER
 AC6843'JAMES POMEROY, PO BOX 706, WINDOW ROCK AZ 86515, PHONE 520-871-6466.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6844 ***********************************************************************
 AC6844  SACS        -  This is a Secondary Airport Control Station.
 AC6844  DESIGNATION -  P34 C
 AC6844  PID         -  AC6844
 AC6844  STATE/COUNTY-  AZ/APACHE
 AC6844  USGS QUAD   -  WINDOW ROCK (1983)
 AC6844
 AC6844                         *CURRENT SURVEY CONTROL
 AC6844  ___________________________________________________________________
 AC6844* NAD 83(2007)-  35 38 37.67528(N)    109 04 28.55253(W)     ADJUSTED  
 AC6844* NAVD 88     -      2041.62   (meters)    6698.2    (feet)  GPS OBS   
 AC6844  ___________________________________________________________________
 AC6844  EPOCH DATE  -        2007.00
 AC6844  X           -  -1,696,338.746 (meters)                     COMP
 AC6844  Y           -  -4,905,767.030 (meters)                     COMP
 AC6844  Z           -   3,697,322.776 (meters)                     COMP
 AC6844  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AC6844  ELLIP HEIGHT-        2020.669 (meters)          (02/10/07) ADJUSTED
 AC6844  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 AC6844
 AC6844  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6844  Type    PID    Designation                      North   East  Ellip
 AC6844  -------------------------------------------------------------------
 AC6844  NETWORK AC6844 P34 C                             0.90   0.76   1.96
 AC6844  -------------------------------------------------------------------
 AC6844
 AC6844.This mark is at Window Rock Airport (P34)
 AC6844
 AC6844.The horizontal coordinates were established by GPS observations
 AC6844.and adjusted by the National Geodetic Survey in February 2007.
 AC6844
 AC6844.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6844.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6844.The horizontal coordinates are valid at the epoch date displayed above.
 AC6844.The epoch date for horizontal control is a decimal equivalence
 AC6844.of Year/Month/Day.
 AC6844
 AC6844.The orthometric height was determined by GPS observations and a
 AC6844.high-resolution geoid model.
 AC6844
 AC6844.GPS derived orthometric heights for airport stations designated as
 AC6844.PACS or SACS are published to 2 decimal places.  This maintains
 AC6844.centimeter relative accuracy between the PACS and SACS.  It does
 AC6844.not indicate centimeter accuracy relative to other marks which are
 AC6844.part of the NAVD 88 network.
 AC6844
 AC6844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6844
 AC6844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6844
 AC6844.The ellipsoidal height was determined by GPS observations
 AC6844.and is referenced to NAD 83.
 AC6844
 AC6844.The geoid height was determined by GEOID03.
 AC6844
 AC6844;                    North         East     Units Scale Factor Converg.
 AC6844;SPC AZ E     -   515,543.554   312,257.879   MT  1.00002049   +0 38 11.2
 AC6844;SPC AZ E     - 1,691,415.86  1,024,468.11   iFT  1.00002049   +0 38 11.2
 AC6844;UTM  12      - 3,946,148.912   674,319.535   MT  0.99997447   +1 07 20.3
 AC6844
 AC6844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6844!SPC AZ E     -   0.99968294  x   1.00002049  =   0.99970343
 AC6844!UTM  12      -   0.99968294  x   0.99997447  =   0.99965742
 AC6844
 AC6844                          SUPERSEDED SURVEY CONTROL
 AC6844
 AC6844  ELLIP H (01/12/01) 2020.681  (m)                       GP(       ) 4 1
 AC6844  NAD 83(1992)-  35 38 37.67508(N)    109 04 28.55246(W) AD(       ) 1
 AC6844  ELLIP H (03/14/97) 2020.759  (m)                       GP(       ) 3 1
 AC6844
 AC6844.Superseded values are not recommended for survey control.
 AC6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6844.See file dsdata.txt to determine how the superseded data were derived.
 AC6844
 AC6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7432046149(NAD 83)
 AC6844_MARKER: DD = SURVEY DISK
 AC6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6844_STAMPING: P34 C 1988
 AC6844_MARK LOGO: NOS   
 AC6844_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6844+STABILITY: SURFACE MOTION
 AC6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6844+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AC6844
 AC6844  HISTORY     - Date     Condition        Report By
 AC6844  HISTORY     - 1988     MONUMENTED       NOS
 AC6844  HISTORY     - 19951208 GOOD             CHANCE
 AC6844  HISTORY     - 19970508 GOOD             NGS
 AC6844
 AC6844                          STATION DESCRIPTION
 AC6844
 AC6844'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (DAH)
 AC6844'THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT NEAR RUNWAY
 AC6844'END 2.  IT IS 217.3 FT (66.2 M) SOUTHWEST OF THE CENTERLINE END OF RWY
 AC6844'2, 191.3 FT (58.3 M) SOUTHWEST OF THE WESTERLY THRESHOLD LIGHT, 90.6
 AC6844'FT (27.6 M) NORTHWEST OF THE EXTENDED CENTERLINE OF THE RUNWAY, 34.5
 AC6844'FT (10.5 M) SOUTHEAST OF A FENCE CORNER POST AND 5 FT (1.5 M)
 AC6844'NORTHEAST OF A FOUR FT BARBED WIRE FENCE.  IT IS AN NOS DISK STAMPED
 AC6844'P34 C 1988 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AC6844'GROUND.
 AC6844
 AC6844                          STATION RECOVERY (1995)
 AC6844
 AC6844'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6844'THE STATION IS LOCATED APPROXIMATELY 2.2 KM (1.35 MI) SOUTHWEST OF THE
 AC6844'TOWN OF WINDOW ROCK AT THE WINDOW ROCK AIRPORT.  OWNERSHIP -- THE
 AC6844'NAVAJO NATION, EUGENE BEGAY - SERVICE MANAGER, THE NAVAJO AIR
 AC6844'TRANSPORTATION DEPARTMENT, PHONE (520) 871-6466 TO REACH THE STATION
 AC6844'FROM THE JUNCTION OF STATE HIGHWAY 264 AND INDIAN RESERVATION ROUTE 12
 AC6844'NORTH (LOCATED 1.0 KM (0.60 MI) WEST ALONG STATE HIGHWAY 264 FROM THE
 AC6844'ARIZONA - NEW MEXICO BORDER) , PROCEED EAST FOR 0.3 KM (0.20 MI) TO
 AC6844'THE JUNCTION WITH BEACON ROAD. TURN RIGHT AND GO SOUTH ON BEACON ROAD
 AC6844'FOR 0.55 KM (0.35 MI) TO THE AIRPORT TERMINAL.  CONTINUE FOR 100 M
 AC6844'(328.1 FT) TO THE ACCESS GATE WEST OF THE TERMINAL BUILDING.  PASS
 AC6844'THROUGH GATE AND PROCEED SOUTHWEST ALONG APRON AND TAXIWAY FOR 0.3 KM
 AC6844'(0.20 MI) TO THE END OF THE TAXIWAY AT RUNWAY 2-20.  CONTINUE
 AC6844'SOUTHWEST ALONG RUNWAY 2-20 FOR 1.9 KM (1.20 MI) TO THE SOUTHERN END
 AC6844'OF THE RUNWAY AND THE STATION ON THE RIGHT NEAR THE CORNER IN THE
 AC6844'FENCE LINE THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A
 AC6844'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE STATION IS
 AC6844'LOCATED 66.23 M (217.29 FT) SOUTHWEST OF THE CENTERLINE END OF RUNWAY
 AC6844'2, 58.31 M (191.31 FT) SOUTHWEST OF THE WESTERNMOST THRESHOLD LIGHT,
 AC6844'27.61 M (90.58 FT) NORTHWEST OF THE SOUTHWESTERLY EXTENSION OF THE
 AC6844'RUNWAY CENTERLINE, 10.51 M (34.48 FT) SOUTHEAST OF A FENCE CORNER
 AC6844'POST, AND 1.35 M (4.43 FT) NORTHEAST OF A CARSONITE WITNESS POST SET
 AC6844'AT A 1.2 M (3.9 FT) BARBED WIRE FENCE THE STATION IS DESIGNATED AS A
 AC6844'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6844
 AC6844                          STATION RECOVERY (1997)
 AC6844
 AC6844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 08 MAY 1997 (WCW) .
 AC6844'RECOVERED AS DESCRIBED WITH CHANGE AND NOTE.  AIRPORT MANAGER IS JAMES
 AC6844'POMEROY, PO BOX 706, WINDOW ROCK AZ 86515, PHONE 520-871-6466. THE
 AC6844'CONCRETE MONUMENT WAS FOUND CHIPPED WITH THE DISK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6842 ***********************************************************************
 AC6842  PACS        -  This is a Primary Airport Control Station.
 AC6842  DESIGNATION -  P34 D
 AC6842  PID         -  AC6842
 AC6842  STATE/COUNTY-  AZ/APACHE
 AC6842  USGS QUAD   -  WINDOW ROCK (1983)
 AC6842
 AC6842                         *CURRENT SURVEY CONTROL
 AC6842  ___________________________________________________________________
 AC6842* NAD 83(2007)-  35 39 08.59938(N)    109 03 58.17761(W)     ADJUSTED  
 AC6842* NAVD 88     -      2048.58   (meters)    6721.0    (feet)  GPS OBS   
 AC6842  ___________________________________________________________________
 AC6842  EPOCH DATE  -        2007.00
 AC6842  X           -  -1,695,436.641 (meters)                     COMP
 AC6842  Y           -  -4,905,496.979 (meters)                     COMP
 AC6842  Z           -   3,698,101.575 (meters)                     COMP
 AC6842  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AC6842  ELLIP HEIGHT-        2027.642 (meters)          (02/10/07) ADJUSTED
 AC6842  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 AC6842
 AC6842  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6842  Type    PID    Designation                      North   East  Ellip
 AC6842  -------------------------------------------------------------------
 AC6842  NETWORK AC6842 P34 D                             0.86   0.73   1.94
 AC6842  -------------------------------------------------------------------
 AC6842
 AC6842.This mark is at Window Rock Airport (P34)
 AC6842
 AC6842.The horizontal coordinates were established by GPS observations
 AC6842.and adjusted by the National Geodetic Survey in February 2007.
 AC6842
 AC6842.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6842.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6842.The horizontal coordinates are valid at the epoch date displayed above.
 AC6842.The epoch date for horizontal control is a decimal equivalence
 AC6842.of Year/Month/Day.
 AC6842
 AC6842.The orthometric height was determined by GPS observations and a
 AC6842.high-resolution geoid model.
 AC6842
 AC6842.GPS derived orthometric heights for airport stations designated as
 AC6842.PACS or SACS are published to 2 decimal places.  This maintains
 AC6842.centimeter relative accuracy between the PACS and SACS.  It does
 AC6842.not indicate centimeter accuracy relative to other marks which are
 AC6842.part of the NAVD 88 network.
 AC6842
 AC6842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6842
 AC6842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6842
 AC6842.The ellipsoidal height was determined by GPS observations
 AC6842.and is referenced to NAD 83.
 AC6842
 AC6842.The geoid height was determined by GEOID03.
 AC6842
 AC6842;                    North         East     Units Scale Factor Converg.
 AC6842;SPC AZ E     -   516,505.122   313,011.338   MT  1.00002233   +0 38 29.4
 AC6842;SPC AZ E     - 1,694,570.61  1,026,940.09   iFT  1.00002233   +0 38 29.4
 AC6842;UTM  12      - 3,947,116.791   675,064.779   MT  0.99997768   +1 07 38.8
 AC6842
 AC6842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6842!SPC AZ E     -   0.99968185  x   1.00002233  =   0.99970417
 AC6842!UTM  12      -   0.99968185  x   0.99997768  =   0.99965954
 AC6842
 AC6842                          SUPERSEDED SURVEY CONTROL
 AC6842
 AC6842  ELLIP H (01/12/01) 2027.654  (m)                       GP(       ) 4 1
 AC6842  NAD 83(1992)-  35 39 08.59913(N)    109 03 58.17740(W) AD(       ) B
 AC6842  ELLIP H (03/14/97) 2027.732  (m)                       GP(       ) 3 1
 AC6842
 AC6842.Superseded values are not recommended for survey control.
 AC6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6842.See file dsdata.txt to determine how the superseded data were derived.
 AC6842
 AC6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7506547117(NAD 83)
 AC6842_MARKER: I = METAL ROD
 AC6842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6842_STAMPING: P34 D 1996
 AC6842_MARK LOGO: NGS   
 AC6842_PROJECTION: RECESSED 5 CENTIMETERS
 AC6842_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6842+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AC6842_ROD/PIPE-DEPTH: 38.4 meters
 AC6842
 AC6842  HISTORY     - Date     Condition        Report By
 AC6842  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6842  HISTORY     - 19970508 GOOD             NGS
 AC6842
 AC6842                          STATION DESCRIPTION
 AC6842
 AC6842'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6842'THE STATION IS LOCATED APPROXIMATELY 2.2 KM (1.35 MI) SOUTHWEST OF THE
 AC6842'TOWN OF WINDOW ROCK AT THE WINDOW ROCK AIRPORT.  OWNERSHIP -- THE
 AC6842'NAVAJO NATION, EUGENE BEGAY - SERVICE MANAGER, THE NAVAJO AIR
 AC6842'TRANSPORTATION DEPARTMENT, PHONE (520) 871-6466 TO REACH THE STATION
 AC6842'FROM THE JUNCTION OF STATE HIGHWAY 264 AND INDIAN RESERVATION ROUTE 12
 AC6842'NORTH (LOCATED 1.0 KM (0.60 MI) WEST ALONG STATE HIGHWAY 264 FROM THE
 AC6842'ARIZONA - NEW MEXICO BORDER) , PROCEED EAST FOR 0.3 KM (0.20 MI) TO
 AC6842'THE JUNCTION WITH BEACON ROAD. TURN RIGHT AND GO SOUTH ON BEACON ROAD
 AC6842'FOR 0.55 KM (0.35 MI) TO THE AIRPORT TERMINAL.  CONTINUE FOR 100 M
 AC6842'(328.1 FT) TO THE ACCESS GATE WEST OF THE TERMINAL BUILDING.  PASS
 AC6842'THROUGH GATE AND PROCEED SOUTHWEST ALONG APRON AND TAXIWAY FOR 0.3 KM
 AC6842'(0.20 MI) TO THE END OF THE TAXIWAY AT RUNWAY 2-20.  CONTINUE
 AC6842'SOUTHWEST ALONG RUNWAY 2-20 FOR 0.9 KM (0.55 MI) TO THE STATION ON THE
 AC6842'LEFT NEAR A GATE IN A BAY IN THE FENCE LINE LEADING TO THE WINDSOCK
 AC6842'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AC6842'REFUSAL AT A DEPTH OF 38.4 M (126.0 FT) RECESSED 12 CM BELOW GROUND
 AC6842'LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG
 AC6842'ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AC6842'CONCRETE.  THE LOGO CAP AND CONCRETE ARE RECESSED 5 CM BELOW GROUND
 AC6842'LEVEL.  THE STATION IS LOCATED 3.15 M (10.33 FT) NORTHWEST FROM THE
 AC6842'CENTER OF A GATE, 5.60 M (18.37 FT) SOUTHEAST OF THE NORTHEASTERN
 AC6842'FENCE CORNER, 5.25 M (17.22 FT) NORTH OF THE SOUTHEASTERN FENCE
 AC6842'CORNER, 26.10 M (85.63 FT) EAST-SOUTHEAST OF THE SOUTHWESTERN FENCE
 AC6842'CORNER, 59.80 M (196.19 FT) SOUTHEAST OF THE CENTERLINE OF RUNWAY
 AC6842'2-20, 49.0 M (160.8 FT) SOUTHEAST OF A 60 CM HIGH STEEL POST EMBEDDED
 AC6842'IN CONCRETE, AND 52.0 M (170.6 FT) NORTHWEST OF A WINDSOCK THE STATION
 AC6842'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA
 AC6842'ANA SURVEYS 1996
 AC6842
 AC6842                          STATION RECOVERY (1997)
 AC6842
 AC6842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 08 MAY 1997 (WCW) .
 AC6842'RECOVERED AS DESCRIBED WITH CHANGES.  AIRPORT MANAGER IS JAMES
 AC6842'POMEROY, PO BOX 706, WINDOW ROCK AZ 86515, PHONE 520-871-6466.  THE
 AC6842'STATION IS LOCATED 71.1 M (233.3 FT) EAST SOUTHEAST FROM THE RUNWAY
 AC6842'CENTER, AND 1.3 M (4.3 FT) NORTHEAST FROM AN ORANGE FIBERGLASS WITNESS
 AC6842'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0782 ***********************************************************************
 DT0782  DESIGNATION -  P6 29 1/2 M WMIR
 DT0782  PID         -  DT0782
 DT0782  STATE/COUNTY-  AZ/GRAHAM
 DT0782  USGS QUAD   -  GILA PEAK (1989)
 DT0782
 DT0782                         *CURRENT SURVEY CONTROL
 DT0782  ___________________________________________________________________
 DT0782* NAD 83(1992)-  33 11 36.97288(N)    109 57 07.10660(W)     ADJUSTED  
 DT0782* NAVD 88     -      2022.     (meters)    6634.     (feet)  SCALED    
 DT0782  ___________________________________________________________________
 DT0782  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 DT0782  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DT0782  HORZ ORDER  -  SECOND
 DT0782
 DT0782.The horizontal coordinates were established by classical geodetic methods
 DT0782.and adjusted by the National Geodetic Survey in August 1993.
 DT0782
 DT0782.The orthometric height was scaled from a topographic map.
 DT0782
 DT0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0782
 DT0782.The geoid height was determined by GEOID03.
 DT0782
 DT0782;                    North         East     Units Scale Factor Converg.
 DT0782;SPC AZ E     -   243,241.761   233,377.798   MT  0.99990494   +0 07 03.1
 DT0782;SPC AZ E     -   798,037.27    765,675.19   iFT  0.99990494   +0 07 03.1
 DT0782;UTM  12      - 3,673,239.358   597,690.038   MT  0.99971766   +0 34 25.7
 DT0782
 DT0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0782!SPC AZ E     -   0.99968680  x   0.99990494  =   0.99959177
 DT0782!UTM  12      -   0.99968680  x   0.99971766  =   0.99940455
 DT0782
 DT0782                          SUPERSEDED SURVEY CONTROL
 DT0782
 DT0782  NAD 83(1986)-  33 11 36.96856(N)    109 57 07.10732(W) AD(       ) 2
 DT0782  NAD 27      -  33 11 36.77200(N)    109 57 04.79470(W) AD(       ) 2
 DT0782
 DT0782.Superseded values are not recommended for survey control.
 DT0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0782.See file dsdata.txt to determine how the superseded data were derived.
 DT0782
 DT0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9769073239(NAD 83)
 DT0782_MARKER: DD = SURVEY DISK
 DT0782_SETTING: 0 = UNSPECIFIED SETTING
 DT0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0782
 DT0782  HISTORY     - Date     Condition        Report By
 DT0782  HISTORY     - 1960     MONUMENTED       USGLO
 DT0782
 DT0782                          STATION DESCRIPTION
 DT0782
 DT0782'DESCRIBED BY US GENERAL LAND OFFICE 1960
 DT0782'THE G.L.O. DISK, STAMPED P6 29 1/2M, MN1R 1915, IS A U.S.
 DT0782'GOVERNMENT LAND OFFICE DISK RIVETED TO THE TOP OF A 1 INCH IRON
 DT0782'PIPE THAT PROJECTS 2 FEET.
 DT0782'
 DT0782'A 1915 GLO DISK STAMPED PL 29-1/2 M WMIR IS RIVETED TO TOP OF
 DT0782'AN IRON PIPE PROJECTING 1.8 FT AND IS 6.07 FT (ENE) OF STATION
 DT0782'ON A MAG AZ OF 60 DEG AND A DE OF -0.1 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0149 ***********************************************************************
 CZ0149  DESIGNATION -  PA 1 RESET RM 3
 CZ0149  PID         -  CZ0149
 CZ0149  STATE/COUNTY-  AZ/PIMA
 CZ0149  USGS QUAD   -  TUCSON (1992)
 CZ0149
 CZ0149                         *CURRENT SURVEY CONTROL
 CZ0149  ___________________________________________________________________
 CZ0149* NAD 83(1986)-  32 10 40.     (N)    110 59 00.     (W)     SCALED    
 CZ0149* NAVD 88     -       736.71   (+/-2cm)    2417.0    (feet)  VERTCON   
 CZ0149  ___________________________________________________________________
 CZ0149  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0149  VERT ORDER  -  THIRD (See Below)
 CZ0149
 CZ0149.The horizontal coordinates were scaled from a topographic map and have
 CZ0149.an estimated accuracy of +/- 6 seconds.
 CZ0149
 CZ0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0149.The vertical order pertains to the NGVD 29 superseded value.
 CZ0149
 CZ0149.The geoid height was determined by GEOID03.
 CZ0149
 CZ0149;                    North         East    Units  Estimated Accuracy
 CZ0149;SPC AZ C     -   130,960.      301,380.      MT  (+/- 180 meters Scaled)
 CZ0149
 CZ0149                          SUPERSEDED SURVEY CONTROL
 CZ0149
 CZ0149  NGVD 29 (03/28/06)  736.04   (m)         2414.8    (f) RESET       3  
 CZ0149
 CZ0149.Superseded values are not recommended for survey control.
 CZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0149.See file dsdata.txt to determine how the superseded data were derived.
 CZ0149
 CZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA015601(NAD 83)
 CZ0149_MARKER: DD = SURVEY DISK
 CZ0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0149_SP_SET: MONUMENT
 CZ0149_STAMPING: PA-1 NO.3 RESET 1963
 CZ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0149
 CZ0149  HISTORY     - Date     Condition        Report By
 CZ0149  HISTORY     - 1963     MONUMENTED       CGS
 CZ0149
 CZ0149                          STATION DESCRIPTION
 CZ0149
 CZ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0149'IN TUCSON.
 CZ0149'2.6 MILES NORTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, ON
 CZ0149'U. S. HIGHWAY 89, THENCE 0.9 MILES WEST ON STATE HWY. 86 TO THE FORMER
 CZ0149'TUCSON INDIAN TRAINING SCHOOL, 15 FEET NORTHEAST OF THE NORTH RIGHT OF
 CZ0149'WAY FENCE OF INTERSTATE HIGHWAY NO. 1-19 AND 55 FEET WEST OF A TWO
 CZ0149'STORY BRICK BUILDING, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ0149'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0148 ***********************************************************************
 CZ0148  DESIGNATION -  PA 1 RESET RM 4
 CZ0148  PID         -  CZ0148
 CZ0148  STATE/COUNTY-  AZ/PIMA
 CZ0148  USGS QUAD   -  TUCSON (1992)
 CZ0148
 CZ0148                         *CURRENT SURVEY CONTROL
 CZ0148  ___________________________________________________________________
 CZ0148* NAD 83(1986)-  32 10 41.     (N)    110 59 00.     (W)     SCALED    
 CZ0148* NAVD 88     -       737.45   (+/-2cm)    2419.5    (feet)  VERTCON   
 CZ0148  ___________________________________________________________________
 CZ0148  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0148  VERT ORDER  -  THIRD (See Below)
 CZ0148
 CZ0148.The horizontal coordinates were scaled from a topographic map and have
 CZ0148.an estimated accuracy of +/- 6 seconds.
 CZ0148
 CZ0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0148.The vertical order pertains to the NGVD 29 superseded value.
 CZ0148
 CZ0148.The geoid height was determined by GEOID03.
 CZ0148
 CZ0148;                    North         East    Units  Estimated Accuracy
 CZ0148;SPC AZ C     -   130,990.      301,380.      MT  (+/- 180 meters Scaled)
 CZ0148
 CZ0148                          SUPERSEDED SURVEY CONTROL
 CZ0148
 CZ0148  NGVD 29 (03/28/06)  736.78   (m)         2417.3    (f) RESET       3  
 CZ0148
 CZ0148.Superseded values are not recommended for survey control.
 CZ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0148.See file dsdata.txt to determine how the superseded data were derived.
 CZ0148
 CZ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA015601(NAD 83)
 CZ0148_MARKER: DD = SURVEY DISK
 CZ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0148_SP_SET: CONCRETE
 CZ0148_STAMPING: PA-1 NO. 4 RESET 1963
 CZ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0148
 CZ0148  HISTORY     - Date     Condition        Report By
 CZ0148  HISTORY     - 1963     MONUMENTED       CGS
 CZ0148
 CZ0148                          STATION DESCRIPTION
 CZ0148
 CZ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CZ0148'IN TUCSON.
 CZ0148'2.6 MILES NORTH OF THE POST OFFICE AT EMERY PARK, TUCSON ARIZONA, OR
 CZ0148'U. S. HIGHWAY 89, THENCE 0.9 MILES WEST ON STATE HIGHWAY 86 TO THE
 CZ0148'FORMER TUCSON INDIAN TRAINING SCHOOL, 1 FOOT SOUTH OF THE NORTH RIGHT
 CZ0148'OF WAY FENCE OF INTERSTATE HIGHWAY NO. 1-19, 29 FEET WEST OF A
 CZ0148'CONCRETE RIGHT OF WAY MARKER POST AND FENCE CORNER AND 15 FEET SOUTH
 CZ0148'OF THE SOUTHWEST CORNER OF A TWO STORY BRICK BUILDING, SET IN CONCRETE
 CZ0148'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0333 ***********************************************************************
 CG0333  DESIGNATION -  PA 12
 CG0333  PID         -  CG0333
 CG0333  STATE/COUNTY-  AZ/PIMA
 CG0333  USGS QUAD   -  THE NARROWS (1981)
 CG0333
 CG0333                         *CURRENT SURVEY CONTROL
 CG0333  ___________________________________________________________________
 CG0333* NAD 83(1992)-  31 59 30.89244(N)    110 36 17.16757(W)     ADJUSTED  
 CG0333* NAVD 88     -      1116.444  (meters)    3662.87   (feet)  ADJUSTED  
 CG0333  ___________________________________________________________________
 CG0333  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CG0333  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CG0333  DYNAMIC HT  -        1114.815 (meters)    3657.52  (feet)  COMP
 CG0333  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 CG0333
 CG0333  HORZ ORDER  -  SECOND
 CG0333  VERT ORDER  -  FIRST     CLASS II
 CG0333
 CG0333.The horizontal coordinates were established by classical geodetic methods
 CG0333.and adjusted by the National Geodetic Survey in August 1993.
 CG0333
 CG0333.The orthometric height was determined by differential leveling
 CG0333.and adjusted in June 1991.
 CG0333
 CG0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0333
 CG0333.The geoid height was determined by GEOID03.
 CG0333
 CG0333.The dynamic height is computed by dividing the NAVD 88
 CG0333.geopotential number by the normal gravity value computed on the
 CG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0333.degrees latitude (g = 980.6199 gals.).
 CG0333
 CG0333.The modeled gravity was interpolated from observed gravity values.
 CG0333
 CG0333;                    North         East     Units Scale Factor Converg.
 CG0333;SPC AZ C     -   110,722.545   337,328.622   MT  1.00008947   +0 41 42.5
 CG0333;SPC AZ C     -   363,262.94  1,106,721.20   iFT  1.00008947   +0 41 42.5
 CG0333;UTM  12      - 3,539,607.708   537,335.109   MT  0.99961719   +0 12 33.8
 CG0333
 CG0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0333!SPC AZ C     -   0.99982915  x   1.00008947  =   0.99991861
 CG0333!UTM  12      -   0.99982915  x   0.99961719  =   0.99944641
 CG0333
 CG0333:                Primary Azimuth Mark                     Grid Az
 CG0333:SPC AZ C     -  PANTANO SP RR WATER TANK                 069 09 49.2
 CG0333:UTM  12      -  PANTANO SP RR WATER TANK                 069 38 57.9
 CG0333
 CG0333|---------------------------------------------------------------------|
 CG0333| PID    Reference Object                     Distance      Geod. Az  |
 CG0333|                                                           dddmmss.s |
 CG0333| CG1036 PANTANO SP RR WATER TANK            APPROX. 2.5 KM 0695131.7 |
 CG0333| CG0334 PA 12 RM 1                            8.507 METERS 11639     |
 CG0333| CG0332 PA 12 RM 2                            8.497 METERS 27803     |
 CG0333|---------------------------------------------------------------------|
 CG0333
 CG0333                          SUPERSEDED SURVEY CONTROL
 CG0333
 CG0333  NAD 83(1986)-  31 59 30.88778(N)    110 36 17.16487(W) AD(       ) 2
 CG0333  NAD 27      -  31 59 30.59300(N)    110 36 14.87870(W) AD(       ) 2
 CG0333  NGVD 29 (??/??/92) 1115.692  (m)         3660.40   (f) ADJ UNCH    1 2
 CG0333
 CG0333.Superseded values are not recommended for survey control.
 CG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0333.See file dsdata.txt to determine how the superseded data were derived.
 CG0333
 CG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3733539608(NAD 83)
 CG0333_MARKER: DS = TRIANGULATION STATION DISK
 CG0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0333_STAMPING: PA 12 1960
 CG0333_PROJECTION: PROJECTING 8 CENTIMETERS
 CG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0333+STABILITY: SURFACE MOTION
 CG0333
 CG0333  HISTORY     - Date     Condition        Report By
 CG0333  HISTORY     - 1960     MONUMENTED       CGS
 CG0333  HISTORY     - 1960     GOOD             CGS
 CG0333  HISTORY     - 1979     GOOD             NGS
 CG0333
 CG0333                          STATION DESCRIPTION
 CG0333
 CG0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG0333'THE STATION IS LOCATED ABOUT 18-1/2 MILES, AIRLINE, NORTHWEST OF
 CG0333'BENSON, 24 MILES, AIRLINE, SOUTHEAST OF TUSCON, AT MILE POST 273.
 CG0333'ON A HIGH CUTBANK JUST SOUTH OF THE EAST BOUND TRAFFIC LANE OF
 CG0333'U.S. HIGHWAY 80.
 CG0333'
 CG0333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CG0333'STATE HIGHWAY 89 AT THE SOUTHWEST EDGE OF TUSCON, GO SOUTHEAST
 CG0333'ON U.S. HIGHWAY 80 FOR 22.6 MILES TO DAVIDSON CANYON.  CONTINUE
 CG0333'SOUTHEAST ON U.S. HIGHWAY 80 FOR 1.35 MILE TO A CATTLE GUARD ON
 CG0333'THE RIGHT IN A FENCE LINE, JUST BEFORE REACHING A CUTBANK.  TURN
 CG0333'RIGHT TO THE CATTLE GUARD AND THEN LEFT ALONG THE FENCE LINE,
 CG0333'FOLLOW A FIREBREAK TO THE TOP OF THE HILL TO THE STATION.
 CG0333'
 CG0333'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED PA 12 1960, SET
 CG0333'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 CG0333'WITH GROUND LEVEL.  MARK IS 47 FEET SOUTH OF THE EDGE OF A CUTBANK,
 CG0333'AND 5 FEET NORTH OF A FENCE LINE.
 CG0333'
 CG0333'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED PA 12
 CG0333'NO 1 1960, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER.  MARK IS
 CG0333'IN A FENCE LINE FLUSH WITH GROUND LEVEL.
 CG0333'
 CG0333'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED PA 12
 CG0333'NO 2 1960, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER.  MARK IS
 CG0333'IN A FENCE LINE FLUSH WITH GROUND LEVEL.
 CG0333'
 CG0333'THE PANTANO SOUTHERN PACIFIC WATER TANK WAS USED AS AN AZIMUTH
 CG0333'MARK.  IT IS AN ELEVATED TANK, BLACK IN COLOR WITH A WHITE WATER
 CG0333'GAUGE.
 CG0333
 CG0333                          STATION RECOVERY (1960)
 CG0333
 CG0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0333'18.7 MI NW FROM BENSON.
 CG0333'18.7 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON
 CG0333'TO A CUT BANK, 27.88 FEET EAST OF R.M. 2, 27.91 FEET WEST OF R.M. 1,
 CG0333'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CG0333
 CG0333                          STATION RECOVERY (1979)
 CG0333
 CG0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0333'18.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0333'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 287 AND ON TOP OF THE
 CG0333'FIRST RIDGE, 47 FEET SOUTH OF THE TOP EDGE OF A CUT BANK AND 5 FEET
 CG0333'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0333'THE MARK IS 5 FT  W FROM A WITNESS POST.
 CG0333'THE MARK IS 40 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0334 ***********************************************************************
 CG0334  DESIGNATION -  PA 12 RM 1
 CG0334  PID         -  CG0334
 CG0334  STATE/COUNTY-  AZ/PIMA
 CG0334  USGS QUAD   -  THE NARROWS (1981)
 CG0334
 CG0334                         *CURRENT SURVEY CONTROL
 CG0334  ___________________________________________________________________
 CG0334* NAD 83(1986)-  31 59 30.     (N)    110 36 16.     (W)     SCALED    
 CG0334* NAVD 88     -      1116.21   (+/-2cm)    3662.1    (feet)  VERTCON   
 CG0334  ___________________________________________________________________
 CG0334  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CG0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0334
 CG0334.The horizontal coordinates were scaled from a topographic map and have
 CG0334.an estimated accuracy of +/- 6 seconds.
 CG0334
 CG0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0334.The vertical order pertains to the NGVD 29 superseded value.
 CG0334
 CG0334.The geoid height was determined by GEOID03.
 CG0334
 CG0334;                    North         East    Units  Estimated Accuracy
 CG0334;SPC AZ C     -   110,700.      337,360.      MT  (+/- 180 meters Scaled)
 CG0334
 CG0334                          SUPERSEDED SURVEY CONTROL
 CG0334
 CG0334  NGVD 29 (??/??/92) 1115.463  (m)         3659.65   (f) ADJ UNCH    2 0
 CG0334
 CG0334.Superseded values are not recommended for survey control.
 CG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0334.See file dsdata.txt to determine how the superseded data were derived.
 CG0334
 CG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA373395(NAD 83)
 CG0334_MARKER: DR = REFERENCE MARK DISK
 CG0334_SETTING: 80 = SET IN A BOULDER
 CG0334_SP_SET: BOULDER
 CG0334_STAMPING: PA 12 NO 1 1960
 CG0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0334+STABILITY: SURFACE MOTION
 CG0334
 CG0334  HISTORY     - Date     Condition        Report By
 CG0334  HISTORY     - 1960     MONUMENTED       CGS
 CG0334  HISTORY     - 1979     GOOD             NGS
 CG0334
 CG0334                          STATION DESCRIPTION
 CG0334
 CG0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0334'18.7 MI NW FROM BENSON.
 CG0334'18.7 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CG0334'BENSON, 27.91 FEET EAST OF THE STATION MARK, SET IN A DRILL HOLE IN A
 CG0334'BOULDER FLUSH WITH THE GROUND.
 CG0334
 CG0334                          STATION RECOVERY (1979)
 CG0334
 CG0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0334'18.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0334'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 287 AND ON TOP OF THE
 CG0334'FIRST RIDGE, IN THE SOUTH RIGHT-OF-WAY FENCE LINE, IN TOP OF AN
 CG0334'8- BY 10-INCH BOULDER FLUSH WITH THE GROUND, 28 FEET EAST OF THE
 CG0334'STATION MARK.  NOT LEVELLED TO IN 1979.
 CG0334'THE MARK IS 28 FT  E FROM A WITNESS POST.
 CG0334'THE MARK IS 40 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0332 ***********************************************************************
 CG0332  DESIGNATION -  PA 12 RM 2
 CG0332  PID         -  CG0332
 CG0332  STATE/COUNTY-  AZ/PIMA
 CG0332  USGS QUAD   -  THE NARROWS (1981)
 CG0332
 CG0332                         *CURRENT SURVEY CONTROL
 CG0332  ___________________________________________________________________
 CG0332* NAD 83(1986)-  31 59 30.     (N)    110 36 16.     (W)     SCALED    
 CG0332* NAVD 88     -      1116.24   (+/-2cm)    3662.2    (feet)  VERTCON   
 CG0332  ___________________________________________________________________
 CG0332  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CG0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0332
 CG0332.The horizontal coordinates were scaled from a topographic map and have
 CG0332.an estimated accuracy of +/- 6 seconds.
 CG0332
 CG0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0332.The vertical order pertains to the NGVD 29 superseded value.
 CG0332
 CG0332.The geoid height was determined by GEOID03.
 CG0332
 CG0332;                    North         East    Units  Estimated Accuracy
 CG0332;SPC AZ C     -   110,700.      337,360.      MT  (+/- 180 meters Scaled)
 CG0332
 CG0332                          SUPERSEDED SURVEY CONTROL
 CG0332
 CG0332  NGVD 29 (??/??/92) 1115.489  (m)         3659.73   (f) ADJ UNCH    2 0
 CG0332
 CG0332.Superseded values are not recommended for survey control.
 CG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0332.See file dsdata.txt to determine how the superseded data were derived.
 CG0332
 CG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA373395(NAD 83)
 CG0332_MARKER: DR = REFERENCE MARK DISK
 CG0332_SETTING: 80 = SET IN A BOULDER
 CG0332_SP_SET: BOULDER
 CG0332_STAMPING: PA 12 NO 2 1960
 CG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0332+STABILITY: SURFACE MOTION
 CG0332
 CG0332  HISTORY     - Date     Condition        Report By
 CG0332  HISTORY     - 1960     MONUMENTED       CGS
 CG0332  HISTORY     - 1979     GOOD             NGS
 CG0332
 CG0332                          STATION DESCRIPTION
 CG0332
 CG0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0332'18.7 MI NW FROM BENSON.
 CG0332'18.7 MILES NORTHWEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CG0332'BENSON, 27.88 WEST OF THE STATION MARK, SET IN A DRILL HOLE IN A
 CG0332'BOULDER FLUSH WITH THE GROUND.
 CG0332
 CG0332                          STATION RECOVERY (1979)
 CG0332
 CG0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0332'18.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0332'OVERPASS AT BENSON, 0.05 MILE WEST OF MILE POST 287, ON TOP OF THE
 CG0332'FIRST RIDGE, IN THE SOUTH RIGHT-OF-WAY FENCE, IN TOP OF AN 8- BY
 CG0332'12-INCH BOULDER PROJECTING 4 INCHES, 28 FEET WEST OF THE STATION
 CG0332'MARK.  NOT LEVELED TO IN 1979.
 CG0332'THE MARK IS 28 FT  W FROM A WITNESS POST.
 CG0332'THE MARK IS 40 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1835 ***********************************************************************
 CZ1835  DESIGNATION -  PA 2
 CZ1835  PID         -  CZ1835
 CZ1835  STATE/COUNTY-  AZ/PIMA
 CZ1835  USGS QUAD   -  TUCSON SW (1992)
 CZ1835
 CZ1835                         *CURRENT SURVEY CONTROL
 CZ1835  ___________________________________________________________________
 CZ1835* NAD 83(1992)-  32 06 23.46318(N)    110 59 17.82530(W)     ADJUSTED  
 CZ1835* NAVD 88     -       871.1    (meters)    2858.     (feet)  VERTCON   
 CZ1835  ___________________________________________________________________
 CZ1835  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 CZ1835  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ1835  HORZ ORDER  -  SECOND
 CZ1835
 CZ1835.The horizontal coordinates were established by classical geodetic methods
 CZ1835.and adjusted by the National Geodetic Survey in August 1993.
 CZ1835
 CZ1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1835
 CZ1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1835
 CZ1835.The geoid height was determined by GEOID03.
 CZ1835
 CZ1835;                    North         East     Units Scale Factor Converg.
 CZ1835;SPC AZ C     -   123,054.631   300,977.068   MT  0.99999464   +0 29 36.5
 CZ1835;SPC AZ C     -   403,722.54    987,457.57   iFT  0.99999464   +0 29 36.5
 CZ1835;UTM  12      - 3,552,242.519   501,105.282   MT  0.99960002   +0 00 22.4
 CZ1835
 CZ1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1835!SPC AZ C     -   0.99986787  x   0.99999464  =   0.99986251
 CZ1835!UTM  12      -   0.99986787  x   0.99960002  =   0.99946795
 CZ1835
 CZ1835|---------------------------------------------------------------------|
 CZ1835| PID    Reference Object                     Distance      Geod. Az  |
 CZ1835|                                                           dddmmss.s |
 CZ1835| CC7928 PA 2 RM 1                             9.377 METERS 06841     |
 CZ1835| CC7929 PA 2 RM 2                             7.117 METERS 21834     |
 CZ1835| CZ1975 SAN XAVIER MISSION CROSS            APPROX. 1.7 KM 2711923.0 |
 CZ1835| CR8310 PA 2 RM 3                             4.960 METERS 27119     |
 CZ1835| CR8309 PA 2 AZ MK                                         2711923.4 |
 CZ1835|---------------------------------------------------------------------|
 CZ1835
 CZ1835                          SUPERSEDED SURVEY CONTROL
 CZ1835
 CZ1835  NAD 83(1986)-  32 06 23.45950(N)    110 59 17.82310(W) AD(       ) 2
 CZ1835  NAD 27      -  32 06 23.17700(N)    110 59 15.49210(W) AD(       ) 2
 CZ1835  NGVD 29 (05/20/88)  870.4    (m)         2856.     (f) VERT ANG    3  
 CZ1835
 CZ1835.Superseded values are not recommended for survey control.
 CZ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1835.See file dsdata.txt to determine how the superseded data were derived.
 CZ1835
 CZ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0110552243(NAD 83)
 CZ1835_MARKER: DS = TRIANGULATION STATION DISK
 CZ1835_SETTING: 80 = SET IN A BOULDER
 CZ1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1835+STABILITY: SURFACE MOTION
 CZ1835
 CZ1835  HISTORY     - Date     Condition        Report By
 CZ1835  HISTORY     - 1959     MONUMENTED       CGS
 CZ1835  HISTORY     - 1963     GOOD             CGS
 CZ1835  HISTORY     - 1970     POOR             NGS
 CZ1835  HISTORY     - 1971     POOR             NGS
 CZ1835  HISTORY     - 1972     POOR             NGS
 CZ1835  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CZ1835  HISTORY     - 1982     GOOD             AZDT
 CZ1835  HISTORY     - 19880402 GOOD             DMA
 CZ1835
 CZ1835                          STATION DESCRIPTION
 CZ1835
 CZ1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1835'THE STATION IS LOCATED ON THE WEST END OF A PROMINENT RIDGE
 CZ1835'BETWEEN SAN XAVIER DEL BAC MISSION AND THE SAN XAVIER INDIAN
 CZ1835'HOSPITAL, EAST OF AND PARTLY WITHIN A BOW OF THE SANTA CRUZ
 CZ1835'RIVER.
 CZ1835'
 CZ1835'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK, GO
 CZ1835'SOUTH ON U.S. HIGHWAY 89 FOR 1.4 MILES TO A ROAD RIGHT AT
 CZ1835'SIGN SAN XAVIER DEL BAC MISSION, TURN RIGHT AND GO 0.5 MILE TO
 CZ1835'A CROSSROAD, TURN LEFT AND GO 0.9 MILE TO A FORK, TAKE THE RIGHT
 CZ1835'FORK AND GO 0.2 MILE TO A ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO
 CZ1835'END OF TRUCK TRAVEL.  PACK SOUTHWESTERLY FOR ABOUT 15 MINUTES TO
 CZ1835'THE TOP OF THE HILL AND THE STATION.
 CZ1835'
 CZ1835'THE STATION MARK IS A STANDARD DISK STAMPED PA 2 1959, SET IN A
 CZ1835'DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES.
 CZ1835'
 CZ1835'R.M. 1 IS A STANDARD DISK STAMPED PA 2 NO 1 1959, SET IN A
 CZ1835'DRILL HOLE IN BEDROCK THAT IS ABOUT 2 FEET LOWER THAN THE
 CZ1835'STATION MARK.
 CZ1835'
 CZ1835'R.M. 2 IS A STANDARD DISK STAMPED PA 2 NO 2 1959, SET IN A DRILL
 CZ1835'HOLE IN BEDROCK THAT IS ABOUT THE SAME ELEVATION AS THE STATION
 CZ1835'MARK.
 CZ1835'
 CZ1835'THE AZIMUTH MARK IS THE VERTICAL SHAFT OF THE LARGE WHITE
 CZ1835'CROSS STANDING ALONE ON THE HILL JUST EAST OF SAN XAVIER
 CZ1835'DEL BAC MISSION.
 CZ1835
 CZ1835                          STATION RECOVERY (1963)
 CZ1835
 CZ1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 CZ1835'THE STATION AND REFERENCE MARKS WERE RECOVERED AS ORIGINALLY
 CZ1835'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 CZ1835
 CZ1835                          STATION RECOVERY (1970)
 CZ1835
 CZ1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVD)
 CZ1835'THE DISK OF THE STATION WAS FOUND TO HAVE BEEN SHORN OFF, BUT
 CZ1835'THE STEM REMAINS EMBEDDED IN THE ROCK.  R.M. 2 WAS FOUND TO
 CZ1835'BE IN GOOD CONDITION.  R.M. 1 WAS FOUND TO BE LOOSE, BUT STILL
 CZ1835'REMAINS EMBEDDED IN THE ROCK.
 CZ1835'
 CZ1835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 CZ1835'SW OF TUCSON INTERNATIONAL AIRPORT
 CZ1835
 CZ1835                          STATION RECOVERY (1971)
 CZ1835
 CZ1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RLE)
 CZ1835'STATION DESTROYED.  R.M. 1 IN GOOD CONDITION.  R.M. 2 IN
 CZ1835'POOR CONDITION, AS IT IS LOOSE AND CENTER OF DISK REMAINS.
 CZ1835
 CZ1835                          STATION RECOVERY (1972)
 CZ1835
 CZ1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CZ1835'THE STATION MARK DISK HAS BEEN REMOVED LEAVING THE STEM.  R.M.
 CZ1835'1 AND R.M. 2 RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 CZ1835
 CZ1835                          STATION RECOVERY (1973)
 CZ1835
 CZ1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CZ1835'THE CAP WAS BROKEN FROM THE STEM OF THE STATION MARK, REFERENCE
 CZ1835'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE SAN XAVIER
 CZ1835'DEL BAC MISSION CROSS WHICH SERVES FOR AN AZIMUTH MARK WAS
 CZ1835'RECOVERED IN GOOD CONDITION.  THE STATION MARK STEM WAS REMOVED
 CZ1835'FROM THE DRILL HOLE AND A NEW STATION MARK STAMPED, PA 2 1959
 CZ1835'1973 WAS SET ON THE ORIGINAL POSITION.  THE ANGLES AND DISTANCES
 CZ1835'TO THE REFERENCE MARKS CHECK THE 1959 DATA.  THE ROUTE TO
 CZ1835'THE STATION IS ADEQUATE.
 CZ1835'
 CZ1835'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1835'
 CZ1835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 CZ1835'MILES SOUTH OF TUCSON
 CZ1835
 CZ1835                          STATION RECOVERY (1982)
 CZ1835
 CZ1835'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ1835'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1973.  REFERENCE MARK 3 WAS
 CZ1835'ESTABLISHED AT THIS TIME.  IT IS A STANDARD DISK STAMPED---PA 2 1959
 CZ1835'NO 3 1982---.  IT IS SET IN A DRILL HOLE IN A BOULDER.
 CZ1835'
 CZ1835'TO REACH THE STATION FROM THE MISSION STATION POST OFFICE LOCATED ON
 CZ1835'THE SOUTHWEST CORNER OF SAN FERNANDO AVENUE AND VALENCIA ROAD, TRAVEL
 CZ1835'EAST ALONG VALENCIA ROAD FOR 0.35 MILE TO 6TH AVENUE.  TURN RIGHT AND
 CZ1835'TRAVEL SOUTH FOR 1.0 MILE TO A STOP SIGN, CONTINUE AHEAD CROSSING A
 CZ1835'CATTLE GUARD 1.2 MILES TO THE END OF TRUCK TRAVEL IN A CURVE.  PACK
 CZ1835'SOUTHWEST UP THE HILL TO THE STATION.
 CZ1835
 CZ1835                          STATION RECOVERY (1988)
 CZ1835
 CZ1835'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (RBB)
 CZ1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0171 ***********************************************************************
 CZ0171  DESIGNATION -  PA 3
 CZ0171  PID         -  CZ0171
 CZ0171  STATE/COUNTY-  AZ/PIMA
 CZ0171  USGS QUAD   -  TUCSON SW (1992)
 CZ0171
 CZ0171                         *CURRENT SURVEY CONTROL
 CZ0171  ___________________________________________________________________
 CZ0171* NAD 83(1992)-  32 02 56.44164(N)    110 59 35.95220(W)     ADJUSTED  
 CZ0171* NAVD 88     -       804.95   (+/-2cm)    2640.9    (feet)  VERTCON   
 CZ0171  ___________________________________________________________________
 CZ0171  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CZ0171  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0171  HORZ ORDER  -  SECOND
 CZ0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0171
 CZ0171.The horizontal coordinates were established by classical geodetic methods
 CZ0171.and adjusted by the National Geodetic Survey in August 1993.
 CZ0171
 CZ0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0171.The vertical order pertains to the NGVD 29 superseded value.
 CZ0171
 CZ0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0171
 CZ0171.The geoid height was determined by GEOID03.
 CZ0171
 CZ0171;                    North         East     Units Scale Factor Converg.
 CZ0171;SPC AZ C     -   116,674.090   300,556.420   MT  0.99999374   +0 29 24.0
 CZ0171;SPC AZ C     -   382,789.01    986,077.49   iFT  0.99999374   +0 29 24.0
 CZ0171;UTM  12      - 3,545,868.296   500,630.621   MT  0.99960000   +0 00 12.8
 CZ0171
 CZ0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0171!SPC AZ C     -   0.99987826  x   0.99999374  =   0.99987200
 CZ0171!UTM  12      -   0.99987826  x   0.99960000  =   0.99947831
 CZ0171
 CZ0171|---------------------------------------------------------------------|
 CZ0171| PID    Reference Object                     Distance      Geod. Az  |
 CZ0171|                                                           dddmmss.s |
 CZ0171| CZ0169 PA 3 RM 1                            10.261 METERS 08545     |
 CZ0171| CZ0170 PA 3 RM 2                            10.718 METERS 16844     |
 CZ0171| CC7930 PA 3 AZ MK                                         2472428.7 |
 CZ0171|---------------------------------------------------------------------|
 CZ0171
 CZ0171                          SUPERSEDED SURVEY CONTROL
 CZ0171
 CZ0171  NAD 83(1986)-  32 02 56.43736(N)    110 59 35.95026(W) AD(       ) 2
 CZ0171  NAD 27      -  32 02 56.15140(N)    110 59 33.61810(W) AD(       ) 2
 CZ0171  NGVD 29 (??/??/92)  804.299  (m)         2638.77   (f) ADJ UNCH    2 0
 CZ0171
 CZ0171.Superseded values are not recommended for survey control.
 CZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0171.See file dsdata.txt to determine how the superseded data were derived.
 CZ0171
 CZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0063145868(NAD 83)
 CZ0171_MARKER: DS = TRIANGULATION STATION DISK
 CZ0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0171_STAMPING: PA 3 1959
 CZ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0171
 CZ0171  HISTORY     - Date     Condition        Report By
 CZ0171  HISTORY     - 1959     MONUMENTED       CGS
 CZ0171  HISTORY     - 1960     GOOD             NGS
 CZ0171  HISTORY     - 1971     GOOD             AZHD
 CZ0171
 CZ0171                          STATION DESCRIPTION
 CZ0171
 CZ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0171'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF TUCSON, 6-1/2
 CZ0171'MILES NORTHWEST OF SAHUARITA, AND 1 MILE WEST OF THE SANTA
 CZ0171'CRUZ RIVER.
 CZ0171'
 CZ0171'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK, GO
 CZ0171'SOUTH ON U.S. HIGHWAY 89 FOR 9.6 MILES TO A T-ROAD TO THE RIGHT.
 CZ0171'TURN RIGHT, WEST, AND FOLLOW THE PAVED ROAD 2.5 MILES TO A WIRE
 CZ0171'GATE ON THE RIGHT, NORTH, SIDE OF THE ROAD.  PASS THROUGH
 CZ0171'THE GATE AND FOLLOW THE TRACK ROAD 3.8 MILES TO THE STATION
 CZ0171'ON THE LEFT, WEST, SIDE.
 CZ0171'
 CZ0171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, ACROSS
 CZ0171'COUNTRY 0.2 MILE.
 CZ0171'
 CZ0171'THE STATION MARK, STAMPED PA 3 1959, IS A STANDARD DISK WELDED
 CZ0171'TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT
 CZ0171'IS 6.9 FEET NORTH OF THE WITNESS POST.
 CZ0171'
 CZ0171'REFERENCE MARK NO. 1, STAMPED PA 3 NO 1 1959, IS A STANDARD
 CZ0171'DISK WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS
 CZ0171'6 INCHES.  IT IS 32.0 FEET NORTHWEST OF THE WITNESS POST.
 CZ0171'
 CZ0171'REFERENCE MARK NO. 2, STAMPED PA 3 NO 2 1959, IS A STANDARD
 CZ0171'DISK WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS
 CZ0171'5 INCHES.  IT IS 41.6 FEET NORTH OF THE WITNESS POST.
 CZ0171'
 CZ0171'IT IS 45.6 FEET BETWEEN THE REFERENCE MARKS.
 CZ0171'
 CZ0171'THE AZIMUTH MARK, STAMPED PA 3 1959, IS A STANDARD DISK SET IN
 CZ0171'CONCRETE IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 4 INCHES.
 CZ0171'IT IS 2.0 FEET EAST OF A WITNESS POST.
 CZ0171
 CZ0171                          STATION RECOVERY (1960)
 CZ0171
 CZ0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0171'11.0 MI S FROM TUCSON.
 CZ0171'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0171'U. S. HIGHWAY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD TO NEW
 CZ0171'HIGHWAY, THENCE 3.4 MILES NORTH ON NEW HIGHWAY TO MARK, ABOUT 115 FEET
 CZ0171'WEST OF CENTER OF HIGHWAY, 6.9 FEET NORTH OF WITNESS POST, WELDED TO
 CZ0171'THE TOP OF A 2-INCH IRON PIPE PROJECTING 10 INCHES.
 CZ0171
 CZ0171                          STATION RECOVERY (1971)
 CZ0171
 CZ0171'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RG)
 CZ0171'STATION, R.M.S, AND AZIMUTH RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0169 ***********************************************************************
 CZ0169  DESIGNATION -  PA 3 RM 1
 CZ0169  PID         -  CZ0169
 CZ0169  STATE/COUNTY-  AZ/PIMA
 CZ0169  USGS QUAD   -  TUCSON SW (1992)
 CZ0169
 CZ0169                         *CURRENT SURVEY CONTROL
 CZ0169  ___________________________________________________________________
 CZ0169* NAD 83(1986)-  32 02 56.     (N)    110 59 35.     (W)     SCALED    
 CZ0169* NAVD 88     -       804.98   (+/-2cm)    2641.0    (feet)  VERTCON   
 CZ0169  ___________________________________________________________________
 CZ0169  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0169
 CZ0169.The horizontal coordinates were scaled from a topographic map and have
 CZ0169.an estimated accuracy of +/- 6 seconds.
 CZ0169
 CZ0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0169.The vertical order pertains to the NGVD 29 superseded value.
 CZ0169
 CZ0169.The geoid height was determined by GEOID03.
 CZ0169
 CZ0169;                    North         East    Units  Estimated Accuracy
 CZ0169;SPC AZ C     -   116,660.      300,580.      MT  (+/- 180 meters Scaled)
 CZ0169
 CZ0169                          SUPERSEDED SURVEY CONTROL
 CZ0169
 CZ0169  NGVD 29 (??/??/92)  804.324  (m)         2638.85   (f) ADJ UNCH    2 0
 CZ0169
 CZ0169.Superseded values are not recommended for survey control.
 CZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0169.See file dsdata.txt to determine how the superseded data were derived.
 CZ0169
 CZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA006458(NAD 83)
 CZ0169_MARKER: DB = BENCH MARK DISK
 CZ0169_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0169_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0169_STAMPING: PA 3 NO 1 1959
 CZ0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0169
 CZ0169  HISTORY     - Date     Condition        Report By
 CZ0169  HISTORY     - 1959     MONUMENTED       CGS
 CZ0169  HISTORY     - 1960     GOOD             NGS
 CZ0169  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CZ0169
 CZ0169                          STATION DESCRIPTION
 CZ0169
 CZ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0169'11.0 MI S FROM TUCSON.
 CZ0169'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0169'U. S. HIGHWAY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD TO THE NEW
 CZ0169'HIGHWAY, THENCE 3.4 MILES NORTH ON NEW HIGHWAY, 32.0 FEET NORTHWEST OF
 CZ0169'WITNESS POST, WELDED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 6
 CZ0169'INCHES.
 CZ0169
 CZ0169                          STATION RECOVERY (1995)
 CZ0169
 CZ0169'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0170 ***********************************************************************
 CZ0170  DESIGNATION -  PA 3 RM 2
 CZ0170  PID         -  CZ0170
 CZ0170  STATE/COUNTY-  AZ/PIMA
 CZ0170  USGS QUAD   -  TUCSON SW (1992)
 CZ0170
 CZ0170                         *CURRENT SURVEY CONTROL
 CZ0170  ___________________________________________________________________
 CZ0170* NAD 83(1986)-  32 02 56.     (N)    110 59 35.     (W)     SCALED    
 CZ0170* NAVD 88     -       804.73   (+/-2cm)    2640.2    (feet)  VERTCON   
 CZ0170  ___________________________________________________________________
 CZ0170  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CZ0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0170
 CZ0170.The horizontal coordinates were scaled from a topographic map and have
 CZ0170.an estimated accuracy of +/- 6 seconds.
 CZ0170
 CZ0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0170.The vertical order pertains to the NGVD 29 superseded value.
 CZ0170
 CZ0170.The geoid height was determined by GEOID03.
 CZ0170
 CZ0170;                    North         East    Units  Estimated Accuracy
 CZ0170;SPC AZ C     -   116,660.      300,580.      MT  (+/- 180 meters Scaled)
 CZ0170
 CZ0170                          SUPERSEDED SURVEY CONTROL
 CZ0170
 CZ0170  NGVD 29 (??/??/92)  804.073  (m)         2638.03   (f) ADJ UNCH    2 0
 CZ0170
 CZ0170.Superseded values are not recommended for survey control.
 CZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0170.See file dsdata.txt to determine how the superseded data were derived.
 CZ0170
 CZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA006458(NAD 83)
 CZ0170_MARKER: DB = BENCH MARK DISK
 CZ0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0170_STAMPING: PA 3 NO 2 1959
 CZ0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0170
 CZ0170  HISTORY     - Date     Condition        Report By
 CZ0170  HISTORY     - 1959     MONUMENTED       CGS
 CZ0170  HISTORY     - 1960     GOOD             NGS
 CZ0170  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CZ0170
 CZ0170                          STATION DESCRIPTION
 CZ0170
 CZ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0170'11.0 MI S FROM TUCSON.
 CZ0170'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0170'U. S. HIGHWAY 89, THENCE 2.5 MILES WEST ON BLACKTOP ROAD TO NEW
 CZ0170'HIGHWAY, THENCE 3.4 MILES NORTH ON NEW HIGHWAY, 41.6 FEET NORTH OF
 CZ0170'WITNESS POST, WELDED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 5
 CZ0170'INCHES.
 CZ0170
 CZ0170                          STATION RECOVERY (1995)
 CZ0170
 CZ0170'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0174 ***********************************************************************
 CZ0174  DESIGNATION -  PA 4
 CZ0174  PID         -  CZ0174
 CZ0174  STATE/COUNTY-  AZ/PIMA
 CZ0174  USGS QUAD   -  TUCSON SW (1992)
 CZ0174
 CZ0174                         *CURRENT SURVEY CONTROL
 CZ0174  ___________________________________________________________________
 CZ0174* NAD 83(2007)-  32 00 05.22207(N)    110 59 40.57568(W)     ADJUSTED  
 CZ0174* NAVD 88     -       852.61   (+/-2cm)    2797.3    (feet)  VERTCON   
 CZ0174  ___________________________________________________________________
 CZ0174  EPOCH DATE  -        2007.00
 CZ0174  X           -  -1,939,968.479 (meters)                     COMP
 CZ0174  Y           -  -5,055,213.536 (meters)                     COMP
 CZ0174  Z           -   3,361,004.011 (meters)                     COMP
 CZ0174  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CZ0174  ELLIP HEIGHT-         823.054 (meters)          (02/10/07) ADJUSTED
 CZ0174  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0174
 CZ0174  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0174  Type    PID    Designation                      North   East  Ellip
 CZ0174  -------------------------------------------------------------------
 CZ0174  NETWORK CZ0174 PA 4                              0.61   1.08   3.41
 CZ0174  -------------------------------------------------------------------
 CZ0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0174
 CZ0174.The horizontal coordinates were established by GPS observations
 CZ0174.and adjusted by the National Geodetic Survey in February 2007.
 CZ0174
 CZ0174.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0174.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0174.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0174.The epoch date for horizontal control is a decimal equivalence
 CZ0174.of Year/Month/Day.
 CZ0174
 CZ0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0174.The vertical order pertains to the NGVD 29 superseded value.
 CZ0174
 CZ0174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0174
 CZ0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0174
 CZ0174.The ellipsoidal height was determined by GPS observations
 CZ0174.and is referenced to NAD 83.
 CZ0174
 CZ0174.The geoid height was determined by GEOID03.
 CZ0174
 CZ0174;                    North         East     Units Scale Factor Converg.
 CZ0174;SPC AZ C     -   111,399.372   300,480.142   MT  0.99999357   +0 29 19.2
 CZ0174;SPC AZ C     -   365,483.50    985,827.24   iFT  0.99999357   +0 29 19.2
 CZ0174;UTM  12      - 3,540,596.491   500,509.639   MT  0.99960000   +0 00 10.3
 CZ0174
 CZ0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0174!SPC AZ C     -   0.99987078  x   0.99999357  =   0.99986435
 CZ0174!UTM  12      -   0.99987078  x   0.99960000  =   0.99947083
 CZ0174
 CZ0174|---------------------------------------------------------------------|
 CZ0174| PID    Reference Object                     Distance      Geod. Az  |
 CZ0174|                                                           dddmmss.s |
 CZ0174| CZ0175 PA 4 RM 1                            29.265 METERS 18025     |
 CZ0174| CC7931 T16S R13E SECS 27 34 1/4 COR P1                    2685523.4 |
 CZ0174| CZ0176 PA 4 RM 2                            34.942 METERS 26956     |
 CZ0174|---------------------------------------------------------------------|
 CZ0174
 CZ0174                          SUPERSEDED SURVEY CONTROL
 CZ0174
 CZ0174  ELLIP H (06/11/02)  823.084  (m)                       GP(       ) 4 2
 CZ0174  NAD 83(1992)-  32 00 05.22163(N)    110 59 40.57461(W) AD(       ) 2
 CZ0174  ELLIP H (08/23/93)  823.163  (m)                       GP(       ) 4 2
 CZ0174  NAD 83(1986)-  32 00 05.21575(N)    110 59 40.57250(W) AD(       ) 2
 CZ0174  NAD 27      -  32 00 04.92540(N)    110 59 38.24100(W) AD(       ) 2
 CZ0174  NGVD 29 (??/??/92)  851.955  (m)         2795.12   (f) ADJ UNCH    2 0
 CZ0174
 CZ0174.Superseded values are not recommended for survey control.
 CZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0174.See file dsdata.txt to determine how the superseded data were derived.
 CZ0174
 CZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0051040596(NAD 83)
 CZ0174_MARKER: DS = TRIANGULATION STATION DISK
 CZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0174_STAMPING: PA 4 1959
 CZ0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0174+STABILITY: SURFACE MOTION
 CZ0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0174+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ0174
 CZ0174  HISTORY     - Date     Condition        Report By
 CZ0174  HISTORY     - 1959     MONUMENTED       CGS
 CZ0174  HISTORY     - 1960     GOOD             NGS
 CZ0174  HISTORY     - 1971     GOOD             AZHD
 CZ0174  HISTORY     - 1987     GOOD             NGS
 CZ0174  HISTORY     - 19950115 GOOD             USPSQD
 CZ0174  HISTORY     - 20020403 GOOD             USPSQD
 CZ0174  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0174
 CZ0174                          STATION DESCRIPTION
 CZ0174
 CZ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0174'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF TUCSON, 3-1/2
 CZ0174'MILES NORTHWEST OF SAHUARITA, AND 1 MILE WEST OF THE SANTA
 CZ0174'CRUZ RIVER.
 CZ0174'
 CZ0174'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK, GO SOUTH
 CZ0174'ON U.S. HIGHWAY 89 FOR 9.6 MILES TO A T-ROAD TO THE RIGHT.
 CZ0174'TURN RIGHT, WEST, AND FOLLOW THE PAVED ROAD 2.6 MILES TO THE
 CZ0174'STATION ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 CZ0174'
 CZ0174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE PAVED
 CZ0174'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH,
 CZ0174'SIDE OF THE ROAD.
 CZ0174'
 CZ0174'THE STATION MARK, STAMPED PA 4 1959, IS A STANDARD DISK SET IN
 CZ0174'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CZ0174'IT IS 48 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 10.2
 CZ0174'FEET EAST OF THE WITNESS POST, AND 1 FOOT SOUTH OF A WIRE
 CZ0174'FENCE.
 CZ0174'
 CZ0174'REFERENCE MARK NO. 1, STAMPED PA 4 NO 1 1959, IS A STANDARD
 CZ0174'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0174'4 INCHES.  IT IS 48 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 CZ0174'ROAD, 97.6 FEET SOUTH OF THE WITNESS POST, AND 3 FEET SOUTH
 CZ0174'OF A POWER LINE.
 CZ0174'
 CZ0174'REFERENCE MARK NO. 2, STAMPED PA 4 NO 2 1959, IS A STANDARD
 CZ0174'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0174'5 INCHES.  IT IS 104.3 FEET WEST OF THE WITNESS POST, 48 FEET
 CZ0174'NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND 1 FOOT SOUTH
 CZ0174'OF A WIRE FENCE.
 CZ0174'
 CZ0174'THE AZIMUTH MARK, STAMPED P1-1/4 R E 1/18 S27 S34 1915, IS
 CZ0174'A U.S. GOVERNMENT LAND OFFICE SURVEY DISK SCREWED ON TO A BRASS
 CZ0174'ROD THAT PROJECTS 10 INCHES.  IT IS 50 FEET NORTH OF THE CENTERLINE
 CZ0174'OF THE PAVED ROAD, 6 FEET WEST OF TELEPHONE POLE NUMBER 227 F 15,
 CZ0174'AND 1 FOOT NORTH OF A WIRE FENCE.
 CZ0174
 CZ0174                          STATION RECOVERY (1960)
 CZ0174
 CZ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0174'14 MI S FROM TUCSON.
 CZ0174'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0174'U. S. HIGHWAY 89, THENCE 2.9 MILES WEST ON BLACKTOP ROAD TO THE
 CZ0174'STATION, 1.0 FOOT SOUTH OF FENCE, 48.0 FEET NORTH OF CENTERLINE OF
 CZ0174'BLACKTOP ROAD, 10.2 FEET EAST OF WITNESS POST, SET IN THE TOP OF A
 CZ0174'12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CZ0174
 CZ0174                          STATION RECOVERY (1971)
 CZ0174
 CZ0174'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RG)
 CZ0174'STATION, R.M. 2 AND AZIMUTH MARK RECOVERED AS DESCRIBED. AZI MARK
 CZ0174'NOT USABLE BECAUSE OF A POLE ON LINE BETWEEN IT AND STATION.
 CZ0174
 CZ0174                          STATION RECOVERY (1987)
 CZ0174
 CZ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0174'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0174'IN GOOD CONDITION.  REFERENCE MARKS AND AZIMUTH MARK WERE NOT
 CZ0174'SEARCHED FOR AT THIS DATE.
 CZ0174'
 CZ0174'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 CZ0174'SOUTH OF SOUTH TUCSON,
 CZ0174'6.4 KM (4 MI) NORTHWEST OF SAHUARITA AND
 CZ0174'0.2 KM (0.1 MI) WEST OF INTERSTATE HIGHWAY 19.
 CZ0174'OWNERSHIP--ROAD RIGHT-OF-WAY.
 CZ0174'
 CZ0174'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ0174'PIMA MINE RD (EXIT 80) SOUTHBOUND EXIT RAMP WHICH IS ABOUT 20.9 KM
 CZ0174'(13 MI) SOUTH OF SOUTH TUCSON, GO SOUTH FOR
 CZ0174'0.7 KM (0.45 MI) ON THE EXIT RAMP TO THE JUNCTION OF PIMA MINE RD.
 CZ0174'TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON PIMA MINE RD TO THE
 CZ0174'STATION ON THE RIGHT, BELOW AN OVERHEAD POWER LINE.
 CZ0174'
 CZ0174'THE STATION IS A STANDARD CGS DISK
 CZ0174'STAMPED---PA 4 1959---,
 CZ0174'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ0174'30 CM ON SIDE PROJECTING 12 CM ABOVE GROUND.  LOCATED
 CZ0174'44.81 METERS (147.0 FT) EAST FROM THE UTILITY POLE NUMBER 19972,
 CZ0174'37.19 METERS (122.0 FT) WEST FROM A UTILITY POLE WITH GUY WIRE,
 CZ0174'14.63 METERS (48.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ0174'OF PIMA MINE RD,
 CZ0174'9.45 METERS (31.0 FT) NORTH-NORTHEAST FROM A SIGNPOST WITH DEAD END
 CZ0174'3 MI SIGN,
 CZ0174'3.11 METERS (10.2 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 CZ0174'0.30 METERS (1.0 FT) EAST FROM A BARBED WIRE FENCE.  NOTE, THE 1959
 CZ0174'DESCRIPTION INDICATES AN UNDERGROUND MARK.
 CZ0174'
 CZ0174'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0174'
 CZ0174'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0174'
 CZ0174'DESCRIBED BY D.F. CALLAHAN.
 CZ0174
 CZ0174                          STATION RECOVERY (1995)
 CZ0174
 CZ0174'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0174'RECOVERED IN GOOD CONDITION.
 CZ0174
 CZ0174                          STATION RECOVERY (2002)
 CZ0174
 CZ0174'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0174'RECOVERED IN GOOD CONDITION.
 CZ0174
 CZ0174                          STATION RECOVERY (2007)
 CZ0174
 CZ0174'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0175 ***********************************************************************
 CZ0175  DESIGNATION -  PA 4 RM 1
 CZ0175  PID         -  CZ0175
 CZ0175  STATE/COUNTY-  AZ/PIMA
 CZ0175  USGS QUAD   -  TUCSON SW (1992)
 CZ0175
 CZ0175                         *CURRENT SURVEY CONTROL
 CZ0175  ___________________________________________________________________
 CZ0175* NAD 83(1986)-  32 00 04.     (N)    110 59 40.     (W)     SCALED    
 CZ0175* NAVD 88     -       852.50   (+/-2cm)    2796.9    (feet)  VERTCON   
 CZ0175  ___________________________________________________________________
 CZ0175  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CZ0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0175
 CZ0175.The horizontal coordinates were scaled from a topographic map and have
 CZ0175.an estimated accuracy of +/- 6 seconds.
 CZ0175
 CZ0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0175.The vertical order pertains to the NGVD 29 superseded value.
 CZ0175
 CZ0175.The geoid height was determined by GEOID03.
 CZ0175
 CZ0175;                    North         East    Units  Estimated Accuracy
 CZ0175;SPC AZ C     -   111,360.      300,500.      MT  (+/- 180 meters Scaled)
 CZ0175
 CZ0175                          SUPERSEDED SURVEY CONTROL
 CZ0175
 CZ0175  NGVD 29 (??/??/92)  851.852  (m)         2794.78   (f) ADJ UNCH    2 0
 CZ0175
 CZ0175.Superseded values are not recommended for survey control.
 CZ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0175.See file dsdata.txt to determine how the superseded data were derived.
 CZ0175
 CZ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA005405(NAD 83)
 CZ0175_MARKER: DR = REFERENCE MARK DISK
 CZ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0175_STAMPING: PA 4 NO 2 1959
 CZ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0175+STABILITY: SURFACE MOTION
 CZ0175
 CZ0175  HISTORY     - Date     Condition        Report By
 CZ0175  HISTORY     - 1959     MONUMENTED       CGS
 CZ0175  HISTORY     - 1960     GOOD             NGS
 CZ0175  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CZ0175
 CZ0175                          STATION DESCRIPTION
 CZ0175
 CZ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0175'14.0 MI S FROM TUCSON.
 CZ0175'9.6 MILES SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0175'U. S. HIGHWAY 89, THENCE 2.6 MILES WEST ON BLACKTOP ROAD, 104.3 FEET
 CZ0175'WEST OF WITNESS POST, 48.0 FEET NORTH OF CENTER OF ROAD, 1.0 FOOT
 CZ0175'SOUTH OF FENCE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CZ0175'PROJECTING 5 INCHES.
 CZ0175
 CZ0175                          STATION RECOVERY (1995)
 CZ0175
 CZ0175'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0269 ***********************************************************************
 CG0269  DESIGNATION -  PA 5 2
 CG0269  PID         -  CG0269
 CG0269  STATE/COUNTY-  AZ/PIMA
 CG0269  USGS QUAD   -  SAHUARITA (1981)
 CG0269
 CG0269                         *CURRENT SURVEY CONTROL
 CG0269  ___________________________________________________________________
 CG0269* NAD 83(1992)-  31 57 29.71850(N)    110 59 20.12321(W)     NO CHECK  
 CG0269* NAVD 88     -       870.14   (+/-2cm)    2854.8    (feet)  VERTCON   
 CG0269  ___________________________________________________________________
 CG0269  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CG0269  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0269  HORZ ORDER  -  THIRD
 CG0269  VERT ORDER  -  THIRD (See Below)
 CG0269
 CG0269.The horizontal coordinates were established by classical geodetic methods
 CG0269.and adjusted by the National Geodetic Survey in August 1993.
 CG0269.No horizontal observational check was made to the station.
 CG0269
 CG0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0269.The vertical order pertains to the NGVD 29 superseded value.
 CG0269
 CG0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0269
 CG0269.The geoid height was determined by GEOID03.
 CG0269
 CG0269;                    North         East     Units Scale Factor Converg.
 CG0269;SPC AZ C     -   106,614.377   301,058.027   MT  0.99999482   +0 29 27.9
 CG0269;SPC AZ C     -   349,784.70    987,723.19   iFT  0.99999482   +0 29 27.9
 CG0269;UTM  12      - 3,535,808.659   501,046.745   MT  0.99960001   +0 00 21.1
 CG0269
 CG0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0269!SPC AZ C     -   0.99986803  x   0.99999482  =   0.99986285
 CG0269!UTM  12      -   0.99986803  x   0.99960001  =   0.99946809
 CG0269
 CG0269|---------------------------------------------------------------------|
 CG0269| PID    Reference Object                     Distance      Geod. Az  |
 CG0269|                                                           dddmmss.s |
 CG0269| CG0270 PA 5 2 RM 3                          12.176 METERS 08415     |
 CG0269| CG0268 PA 5                                 20.051 METERS 16225     |
 CG0269| CC7932 PA 5 AZ MK                                         2654719.1 |
 CG0269| CG0271 PA 5 2 RM 4                          12.093 METERS 26610     |
 CG0269|---------------------------------------------------------------------|
 CG0269
 CG0269                          SUPERSEDED SURVEY CONTROL
 CG0269
 CG0269  NAD 83(1986)-  31 57 29.71379(N)    110 59 20.12103(W) AD(       ) 3
 CG0269  NAD 27      -  31 57 29.41931(N)    110 59 17.79073(W) AD(       ) 3
 CG0269  NGVD 29 (03/28/06)  869.48   (m)         2852.6    (f) RESET       3  
 CG0269
 CG0269.Superseded values are not recommended for survey control.
 CG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0269.See file dsdata.txt to determine how the superseded data were derived.
 CG0269
 CG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0104735809(NAD 83)
 CG0269_MARKER: DD = SURVEY DISK
 CG0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0269_STAMPING: PA 5-2 1969
 CG0269_PROJECTION: FLUSH
 CG0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0269+STABILITY: SURFACE MOTION
 CG0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0269+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0269
 CG0269  HISTORY     - Date     Condition        Report By
 CG0269  HISTORY     - 1969     MONUMENTED       CGS
 CG0269  HISTORY     - 1969     GOOD             CGS
 CG0269  HISTORY     - 1971     GOOD             AZHD
 CG0269  HISTORY     - 1987     GOOD             AZDT
 CG0269  HISTORY     - 19950121 GOOD             USPSQD
 CG0269  HISTORY     - 19990213 GOOD             USPSQD
 CG0269  HISTORY     - 20060316 GOOD             USPSQD
 CG0269  HISTORY     - 20070527 GOOD             GEOCAC
 CG0269
 CG0269                          STATION DESCRIPTION
 CG0269
 CG0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CG0269'STATION IS LOCATED ABOUT 17 MILES SOUTH OF TUCSON AND 2 MILES
 CG0269'WEST OF SAHUARITA ON THE NORTH SIDE OF A GRAVEL ROAD.
 CG0269'
 CG0269'REACHED FROM THE CROSSROADS AT THE POST OFFICE IN SAHUARITA,
 CG0269'GO WEST ON PAVED ROAD FOR 1.2 MILES TO THE SAHUARITA HIGH SCHOOL
 CG0269'ON THE RIGHT.  CONTINUE WEST FOR 0.7 MILE TO INTERSTATE HIGHWAY
 CG0269'19 AND THE STATION ABOUT 100 YARDS WEST.
 CG0269'
 CG0269'STATION MARK IS A STANDARD DISK STAMPED PA 5-2 1969.  AND SET
 CG0269'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 CG0269'ABOUT 100 YARDS WEST OF INTERSTATE HIGHWAY 19, 126 FEET NORTH
 CG0269'OF THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 81 FEET WEST
 CG0269'OF A POWER POLE WITH A TRIANGULAR BLAZE, AND 2.7 FEET NORTHWEST
 CG0269'OF A STEEL WITNESS POST.
 CG0269'
 CG0269'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED PA 5-2 NO 3
 CG0269'1969 AND SET IN A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CG0269'IS ABOUT 100 YARDS WEST OF INTERSTATE HIGHWAY 19, 127 FEET
 CG0269'NORTH OF AN EAST-WEST GRAVEL ROAD, AND 41 FEET WEST OF A POWER
 CG0269'POLE WITH A TRIANGULAR BLAZE.
 CG0269'
 CG0269'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED PA 5-2 NO 4
 CG0269'1969 AND SET IN A CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 CG0269'ABOUT 100 YARDS WEST OF INTERSTATE HIGHWAY 19, 122 FEET NORTH OF
 CG0269'THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, AND 121 FEET WEST
 CG0269'OF A POWER POLE WITH A TRIANGULAR BLAZE.
 CG0269'
 CG0269'AZIMUTH MARK IS A STANDARD DISK STAMPED PA 5 1959 AND SET IN
 CG0269'A CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 0.6 MILE WEST OF
 CG0269'INTERSTATE HIGHWAY 19, 93 FEET SOUTH OF THE CENTERLINE OF AN
 CG0269'EAST-WEST GRAVEL ROAD, 6 FEET SOUTHWEST OF A POWER POLE, AND
 CG0269'5 FEET SOUTHEAST OF A STEEL WITNESS POST.
 CG0269'
 CG0269'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.55 MILE
 CG0269'TO THE MARK ON THE LEFT WHERE A POWERLINE CROSSES THE ROAD.
 CG0269'
 CG0269'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CG0269
 CG0269                          STATION RECOVERY (1969)
 CG0269
 CG0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CG0269'2 MI W FROM SAHUARITA.
 CG0269'FROM THE POST OFFICE IN SAHUARITA, GO WEST ON PAVED ROAD FOR 1.2 MILES
 CG0269'TO SAHUARITA HIGH SCHOOL ON THE RIGHT, THENCE 0.7 MILE TO INTERSTATE
 CG0269'HIGHWAY 19.  MARK IS ABOUT 100 YARDS WEST OF INTERSTATE HWY 19, 126
 CG0269'FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD, 81 FEET WEST OF A POWER
 CG0269'POLE WITH TRIANGULAR BLAZE, 2.7 FEET NORTHWEST OF A STEEL WITNESS
 CG0269'POST, AND PROJECTS 3 INCHES.
 CG0269
 CG0269                          STATION RECOVERY (1971)
 CG0269
 CG0269'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971
 CG0269'STATION AND R.M.S AND AZIMUTH RECOVERED AS DESCRIBED.
 CG0269
 CG0269                          STATION RECOVERY (1987)
 CG0269
 CG0269'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG0269'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS
 CG0269'PREVIOUSLY DESCRIBED.  DUE TO FREEWAY ENBANKMENTS AND TREES STATION IS
 CG0269'BLIND IN MOST DIRECTIONS.  STATION OVER WAS ESTABLISHED ON TOP OF THE
 CG0269'OVERPASS AT THIS TIME.
 CG0269
 CG0269                          STATION RECOVERY (1995)
 CG0269
 CG0269'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0269'RECOVERED IN GOOD CONDITION.
 CG0269
 CG0269                          STATION RECOVERY (1999)
 CG0269
 CG0269'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0269'RECOVERED IN GOOD CONDITION.
 CG0269
 CG0269                          STATION RECOVERY (2006)
 CG0269
 CG0269'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0269'RECOVERED AS DESCRIBED.
 CG0269
 CG0269                          STATION RECOVERY (2007)
 CG0269
 CG0269'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0270 ***********************************************************************
 CG0270  DESIGNATION -  PA 5 2 RM 3
 CG0270  PID         -  CG0270
 CG0270  STATE/COUNTY-  AZ/PIMA
 CG0270  USGS QUAD   -  SAHUARITA (1981)
 CG0270
 CG0270                         *CURRENT SURVEY CONTROL
 CG0270  ___________________________________________________________________
 CG0270* NAD 83(1986)-  31 57 29.     (N)    110 59 20.     (W)     SCALED    
 CG0270* NAVD 88     -       869.97   (+/-2cm)    2854.2    (feet)  VERTCON   
 CG0270  ___________________________________________________________________
 CG0270  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0270  VERT ORDER  -  THIRD (See Below)
 CG0270
 CG0270.The horizontal coordinates were scaled from a topographic map and have
 CG0270.an estimated accuracy of +/- 6 seconds.
 CG0270
 CG0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0270.The vertical order pertains to the NGVD 29 superseded value.
 CG0270
 CG0270.The geoid height was determined by GEOID03.
 CG0270
 CG0270;                    North         East    Units  Estimated Accuracy
 CG0270;SPC AZ C     -   106,590.      301,060.      MT  (+/- 180 meters Scaled)
 CG0270
 CG0270                          SUPERSEDED SURVEY CONTROL
 CG0270
 CG0270  NGVD 29 (03/28/06)  869.30   (m)         2852.0    (f) RESET       3  
 CG0270
 CG0270.Superseded values are not recommended for survey control.
 CG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0270.See file dsdata.txt to determine how the superseded data were derived.
 CG0270
 CG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA010357(NAD 83)
 CG0270_MARKER: DR = REFERENCE MARK DISK
 CG0270_SETTING: 0 = UNSPECIFIED SETTING
 CG0270_STAMPING: PA 5-2 NO 3 1969
 CG0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0270
 CG0270  HISTORY     - Date     Condition        Report By
 CG0270  HISTORY     - 1969     MONUMENTED       CGS
 CG0270  HISTORY     - 19990213 GOOD             USPSQD
 CG0270  HISTORY     - 20070527 GOOD             GEOCAC
 CG0270
 CG0270                          STATION DESCRIPTION
 CG0270
 CG0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CG0270'2 MI W FROM SAHUARITA.
 CG0270'FROM THE POST OFFICE IN SAHUARITA, GO WEST ON PAVED ROAD FOR 1.2 MILES
 CG0270'TO THE SAHUARITA HIGH SCHOOL ON THE RIGHT, THENCE 0.7 MILE TO
 CG0270'INTERSTATE HIGHWAY 19.  MARK IS ABOUT 100 YARDS WEST OF INTERSTATE 19,
 CG0270'127 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD, 41 FEET WEST OF A
 CG0270'POWER POLE WITH TRIANGULAR BLAZE, 39.94 FEET EAST OF STATION, PA 5-2,
 CG0270'AND PROJECTS 3 INCHES.
 CG0270
 CG0270                          STATION RECOVERY (1999)
 CG0270
 CG0270'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0270'RECOVERED IN GOOD CONDITION.
 CG0270
 CG0270                          STATION RECOVERY (2007)
 CG0270
 CG0270'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0278 ***********************************************************************
 CG0278  DESIGNATION -  PA 6 RM 1
 CG0278  PID         -  CG0278
 CG0278  STATE/COUNTY-  AZ/PIMA
 CG0278  USGS QUAD   -  SAHUARITA (1981)
 CG0278
 CG0278                         *CURRENT SURVEY CONTROL
 CG0278  ___________________________________________________________________
 CG0278* NAD 83(1986)-  31 54 02.     (N)    110 59 04.     (W)     SCALED    
 CG0278* NAVD 88     -       865.24   (+/-2cm)    2838.7    (feet)  VERTCON   
 CG0278  ___________________________________________________________________
 CG0278  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0278
 CG0278.The horizontal coordinates were scaled from a topographic map and have
 CG0278.an estimated accuracy of +/- 6 seconds.
 CG0278
 CG0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0278.The vertical order pertains to the NGVD 29 superseded value.
 CG0278
 CG0278.The geoid height was determined by GEOID03.
 CG0278
 CG0278;                    North         East    Units  Estimated Accuracy
 CG0278;SPC AZ C     -   100,220.      301,540.      MT  (+/- 180 meters Scaled)
 CG0278
 CG0278                          SUPERSEDED SURVEY CONTROL
 CG0278
 CG0278  NGVD 29 (??/??/92)  864.530  (m)         2836.38   (f) ADJ UNCH    2 0
 CG0278
 CG0278.Superseded values are not recommended for survey control.
 CG0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0278.See file dsdata.txt to determine how the superseded data were derived.
 CG0278
 CG0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA014294(NAD 83)
 CG0278_MARKER: DR = REFERENCE MARK DISK
 CG0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0278_STAMPING: PA 6 NO 1 1959
 CG0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0278+STABILITY: SURFACE MOTION
 CG0278
 CG0278  HISTORY     - Date     Condition        Report By
 CG0278  HISTORY     - 1959     MONUMENTED       CGS
 CG0278  HISTORY     - 1962     GOOD             NGS
 CG0278  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0278
 CG0278                          STATION DESCRIPTION
 CG0278
 CG0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0278'4.3 MI SW FROM SAHUARITA.
 CG0278'4.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0278'SAHUARITA, 0.4 MILE SOUTH OF MILEPOST 44, 80 FEET NORTH OF THE WITNESS
 CG0278'POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 CG0278'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 CG0278
 CG0278                          STATION RECOVERY (1962)
 CG0278
 CG0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0278'RECOVERED IN GOOD CONDITION.
 CG0278
 CG0278                          STATION RECOVERY (1995)
 CG0278
 CG0278'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0280 ***********************************************************************
 CG0280  DESIGNATION -  PA 6 RM 2
 CG0280  PID         -  CG0280
 CG0280  STATE/COUNTY-  AZ/PIMA
 CG0280  USGS QUAD   -  SAHUARITA (1981)
 CG0280
 CG0280                         *CURRENT SURVEY CONTROL
 CG0280  ___________________________________________________________________
 CG0280* NAD 83(1986)-  31 54 01.     (N)    110 59 04.     (W)     SCALED    
 CG0280* NAVD 88     -       865.20   (+/-2cm)    2838.6    (feet)  VERTCON   
 CG0280  ___________________________________________________________________
 CG0280  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0280
 CG0280.The horizontal coordinates were scaled from a topographic map and have
 CG0280.an estimated accuracy of +/- 6 seconds.
 CG0280
 CG0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0280.The vertical order pertains to the NGVD 29 superseded value.
 CG0280
 CG0280.The geoid height was determined by GEOID03.
 CG0280
 CG0280;                    North         East    Units  Estimated Accuracy
 CG0280;SPC AZ C     -   100,190.      301,540.      MT  (+/- 180 meters Scaled)
 CG0280
 CG0280                          SUPERSEDED SURVEY CONTROL
 CG0280
 CG0280  NGVD 29 (??/??/92)  864.489  (m)         2836.24   (f) ADJ UNCH    2 0
 CG0280
 CG0280.Superseded values are not recommended for survey control.
 CG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0280.See file dsdata.txt to determine how the superseded data were derived.
 CG0280
 CG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA014293(NAD 83)
 CG0280_MARKER: DR = REFERENCE MARK DISK
 CG0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0280_STAMPING: PA 6 NO 2 1959
 CG0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0280+STABILITY: SURFACE MOTION
 CG0280
 CG0280  HISTORY     - Date     Condition        Report By
 CG0280  HISTORY     - 1959     MONUMENTED       CGS
 CG0280  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0280
 CG0280                          STATION DESCRIPTION
 CG0280
 CG0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0280'4.3 MI SW FROM SAHUARITA.
 CG0280'4.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0280'SAHUARITA, 0.4 MILE SOUTH OF MILEPOST 44, 77.5 FEET SOUTH OF THE
 CG0280'WITNESS POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF
 CG0280'A 12 INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES.
 CG0280
 CG0280                          STATION RECOVERY (1995)
 CG0280
 CG0280'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0287 ***********************************************************************
 CG0287  DESIGNATION -  PA 7
 CG0287  PID         -  CG0287
 CG0287  STATE/COUNTY-  AZ/PIMA
 CG0287  USGS QUAD   -  GREEN VALLEY (1981)
 CG0287
 CG0287                         *CURRENT SURVEY CONTROL
 CG0287  ___________________________________________________________________
 CG0287* NAD 83(1992)-  31 50 32.69513(N)    110 59 59.70347(W)     ADJUSTED  
 CG0287* NAVD 88     -       901.494  (meters)    2957.65   (feet)  ADJUSTED  
 CG0287  ___________________________________________________________________
 CG0287  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CG0287  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0287  DYNAMIC HT  -         900.185 (meters)    2953.36  (feet)  COMP
 CG0287  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 CG0287
 CG0287  HORZ ORDER  -  SECOND
 CG0287  VERT ORDER  -  FIRST     CLASS II
 CG0287
 CG0287.The horizontal coordinates were established by classical geodetic methods
 CG0287.and adjusted by the National Geodetic Survey in August 1993.
 CG0287
 CG0287.The orthometric height was determined by differential leveling
 CG0287.and adjusted in June 1991.
 CG0287
 CG0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0287
 CG0287.The geoid height was determined by GEOID03.
 CG0287
 CG0287.The dynamic height is computed by dividing the NAVD 88
 CG0287.geopotential number by the normal gravity value computed on the
 CG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0287.degrees latitude (g = 980.6199 gals.).
 CG0287
 CG0287.The modeled gravity was interpolated from observed gravity values.
 CG0287
 CG0287;                    North         East     Units Scale Factor Converg.
 CG0287;SPC AZ C     -    93,761.167   300,127.305   MT  0.99999282   +0 29 01.3
 CG0287;SPC AZ C     -   307,615.38    984,669.64   iFT  0.99999282   +0 29 01.3
 CG0287;UTM  12      - 3,522,968.837   500,007.794   MT  0.99960000   +0 00 00.2
 CG0287
 CG0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0287!SPC AZ C     -   0.99986310  x   0.99999282  =   0.99985592
 CG0287!UTM  12      -   0.99986310  x   0.99960000  =   0.99946315
 CG0287
 CG0287|---------------------------------------------------------------------|
 CG0287| PID    Reference Object                     Distance      Geod. Az  |
 CG0287|                                                           dddmmss.s |
 CG0287| CG0286 PA 7 RM 1                            19.654 METERS 04328     |
 CG0287| CG0859 PA 7 AZ MK                                         1622434.8 |
 CG0287| CG0288 PA 7 RM 2                            16.797 METERS 31817     |
 CG0287|---------------------------------------------------------------------|
 CG0287
 CG0287                          SUPERSEDED SURVEY CONTROL
 CG0287
 CG0287  NAD 83(1986)-  31 50 32.68903(N)    110 59 59.69973(W) AD(       ) 2
 CG0287  NAD 27      -  31 50 32.38640(N)    110 59 57.37210(W) AD(       ) 2
 CG0287  NGVD 29 (??/??/92)  900.738  (m)         2955.17   (f) ADJ UNCH    1 2
 CG0287
 CG0287.Superseded values are not recommended for survey control.
 CG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0287.See file dsdata.txt to determine how the superseded data were derived.
 CG0287
 CG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0000822969(NAD 83)
 CG0287_MARKER: DS = TRIANGULATION STATION DISK
 CG0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0287_STAMPING: PA 7 1959
 CG0287_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0287+STABILITY: SURFACE MOTION
 CG0287
 CG0287  HISTORY     - Date     Condition        Report By
 CG0287  HISTORY     - 1959     MONUMENTED       CGS
 CG0287  HISTORY     - 1959     GOOD             CGS
 CG0287  HISTORY     - 1962     GOOD             CGS
 CG0287  HISTORY     - 1967     GOOD             CGS
 CG0287  HISTORY     - 1980     GOOD             NGS
 CG0287  HISTORY     - 19950302 GOOD             USPSQD
 CG0287  HISTORY     - 20020414 GOOD             USPSQD
 CG0287  HISTORY     - 20070527 GOOD             GEOCAC
 CG0287
 CG0287                          STATION DESCRIPTION
 CG0287
 CG0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG0287'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF SAHUARITA, 2 MILES
 CG0287'SOUTHWEST OF CONTINENTAL, AND 0.15 MILE WEST OF U.S. HIGHWAY
 CG0287'89.
 CG0287'
 CG0287'TO REACH THE STATION FROM THE POST OFFICE IN SAHUARITA, GO
 CG0287'SOUTH ON U.S. HIGHWAY 89 FOR 8.5 MILES TO THE JUNCTION OF
 CG0287'U.S. HIGHWAY 89 AND THE TWIN BUTTES ROAD.  TURN RIGHT, WEST,
 CG0287'ON THE TWIN BUTTES ROAD AND FOLLOW THE GRADED ROAD 0.15 MILE
 CG0287'TO THE STATION ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 CG0287'
 CG0287'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 CG0287'89 AND THE TWIN BUTTES ROAD, GO SOUTH ON U.S. HIGHWAY 89 FOR
 CG0287'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE
 CG0287'HIGHWAY.
 CG0287'
 CG0287'THE STATION MARK, STAMPED PA 7 1959, IS A STANDARD DISK SET
 CG0287'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG0287'4 INCHES.  IT IS 134 FEET NORTH OF THE CENTERLINE OF THE TWIN
 CG0287'BUTTES ROAD AND 23.4 FEET SOUTHEAST OF THE WITNESS POST.
 CG0287'
 CG0287'REFERENCE MARK NO. 1, STAMPED PA 7 NO 1 1959, IS A STANDARD
 CG0287'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CG0287'PROJECTS 4 INCHES.  IT IS 189 FEET NORTH OF THE TWIN BUTTES
 CG0287'ROAD AND 61.8 FEET NORTHEAST OF THE WITNESS POST.
 CG0287'
 CG0287'REFERENCE MARK NO. 2, STAMPED PA 7 NO 2 1959, IS A STANDARD DISK
 CG0287'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG0287'2 INCHES.  IT IS 164 FEET NORTH OF THE TWIN BUTTES ROAD AND
 CG0287'32.7 FEET NORTHWEST OF THE WITNESS POST.
 CG0287'
 CG0287'THE AZIMUTH MARK, STAMPED PA 7 1959, IS A STANDARD DISK SET
 CG0287'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG0287'4 INCHES.  IT IS 124 FEET EAST OF THE CENTERLINE OF U.S.
 CG0287'HIGHWAY 89, 2.5 FEET NORTH OF A WITNESS POST, AND 1.0 FOOT
 CG0287'WEST OF A FENCE.
 CG0287
 CG0287                          STATION RECOVERY (1959)
 CG0287
 CG0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CG0287'8.5 MI SW FROM SAHUARITA.
 CG0287'8.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0287'SAHUARITA, THENCE 0.15 MILE WEST ALONG THE TWIN BUTTES ROAD, 134 FEET
 CG0287'NORTH OF THE TWIN BUTTES ROAD, 23.4 FEET SOUTHEAST OF THE WITNESS
 CG0287'POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 CG0287'INCHES.
 CG0287
 CG0287                          STATION RECOVERY (1962)
 CG0287
 CG0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG0287'THE STATION WAS FOUND AS PREVIOUSLY DESCRIBED WITH ALL MARKS
 CG0287'UNDISTURBED AND IN GOOD CONDITION.  NO SIGNIFICANT CHANGES
 CG0287'WERE NOTED IN ANGLES OR MEASUREMENTS.
 CG0287
 CG0287                          STATION RECOVERY (1967)
 CG0287
 CG0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CG0287'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CG0287'IN GOOD CONDITION.
 CG0287'
 CG0287'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 CG0287'ADEQUATE.
 CG0287
 CG0287                          STATION RECOVERY (1980)
 CG0287
 CG0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0287'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0287'INTERSTATE HIGHWAY 19 FROM THE INTERSTATE HIGHWAY 19 CONTINENTAL
 CG0287'ROAD OVERPASS AT CONTINENTAL, THENCE 0.2 KILOMETER (0.1 MILE)
 CG0287'WEST ALONG MISSION TWIN BUTTES ROAD (WHICH DOES NOT CONNECT
 CG0287'TO THE FRONTAGE ROAD) AT THE TOP OF A HILL, 39.7 METERS (130.2
 CG0287'FEET) NORTH OF THE CENTERLINE OF MISSION TWIN BUTTES ROAD,
 CG0287'32.9 METERS (108.0 FEET) NORTHWEST OF THE CENTERLINE OF CALLE
 CG0287'MONTANOSA ROAD, 27.6 METERS (90.4 FEET) NORTH OF A FIRE HYDRANT.
 CG0287'THE MARK IS 7.0 METERS  SE FROM A WITNESS POST.
 CG0287'THE MARK IS ABOVE LEVEL WITH MISSION TWIN BUTTES ROAD..
 CG0287
 CG0287                          STATION RECOVERY (1995)
 CG0287
 CG0287'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0287'RECOVERED IN GOOD CONDITION.
 CG0287
 CG0287                          STATION RECOVERY (2002)
 CG0287
 CG0287'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0287'RECOVERED IN GOOD CONDITION.
 CG0287
 CG0287                          STATION RECOVERY (2007)
 CG0287
 CG0287'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0859 ***********************************************************************
 CG0859  DESIGNATION -  PA 7 AZ MK
 CG0859  PID         -  CG0859
 CG0859  STATE/COUNTY-  AZ/PIMA
 CG0859  USGS QUAD   -  GREEN VALLEY (1981)
 CG0859
 CG0859                         *CURRENT SURVEY CONTROL
 CG0859  ___________________________________________________________________
 CG0859* NAD 83(1986)-  31 50 10.     (N)    110 59 56.     (W)     SCALED    
 CG0859* NAVD 88     -       887.725  (meters)    2912.48   (feet)  ADJUSTED  
 CG0859  ___________________________________________________________________
 CG0859  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0859  DYNAMIC HT  -         886.434 (meters)    2908.24  (feet)  COMP
 CG0859  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 CG0859
 CG0859  VERT ORDER  -  FIRST     CLASS II
 CG0859
 CG0859.The horizontal coordinates were scaled from a topographic map and have
 CG0859.an estimated accuracy of +/- 6 seconds.
 CG0859
 CG0859.The orthometric height was determined by differential leveling
 CG0859.and adjusted in June 1991.
 CG0859
 CG0859.The geoid height was determined by GEOID03.
 CG0859
 CG0859.The dynamic height is computed by dividing the NAVD 88
 CG0859.geopotential number by the normal gravity value computed on the
 CG0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0859.degrees latitude (g = 980.6199 gals.).
 CG0859
 CG0859.The modeled gravity was interpolated from observed gravity values.
 CG0859
 CG0859;                    North         East    Units  Estimated Accuracy
 CG0859;SPC AZ C     -    93,060.      300,230.      MT  (+/- 180 meters Scaled)
 CG0859
 CG0859                          SUPERSEDED SURVEY CONTROL
 CG0859
 CG0859.No superseded survey control is available for this station.
 CG0859
 CG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA001222(NAD 83)
 CG0859_MARKER: DZ = AZIMUTH MARK DISK
 CG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0859_SP_SET: CONCRETE POST
 CG0859_STAMPING: PA 7 1959
 CG0859_PROJECTION: PROJECTING 14 CENTIMETERS
 CG0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0859+STABILITY: SURFACE MOTION
 CG0859
 CG0859  HISTORY     - Date     Condition        Report By
 CG0859  HISTORY     - 1959     MONUMENTED       CGS
 CG0859  HISTORY     - 1980     GOOD             NGS
 CG0859  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 CG0859
 CG0859                          STATION DESCRIPTION
 CG0859
 CG0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0859'1.6 KM SOUTH FROM CONTINENTAL.
 CG0859'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0859'INTERSTATE HIGHWAY I-19 FROM THE INTERSTATE HIGHWAY I-19
 CG0859'CONTINENTAL ROAD OVERPASS AT CONTINENTAL. AT KILOMETER POST 62,
 CG0859'14.05 METERS (46.1 FEET) EAST OF THE CENTERLINE OF THE FRONTAGE
 CG0859'ROAD, 2.5 METERS (8.2 FEET) SOUTH OF A BRACED ANGLE IRON FENCE
 CG0859'POST, 0.35 METER (1.2 FEET) WEST OF A FENCE.
 CG0859'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 CG0859'THE MARK IS 1.0 M ABOVE THE FRONTAGE ROAD.
 CG0859
 CG0859                          STATION RECOVERY (1995)
 CG0859
 CG0859'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0286 ***********************************************************************
 CG0286  DESIGNATION -  PA 7 RM 1
 CG0286  PID         -  CG0286
 CG0286  STATE/COUNTY-  AZ/PIMA
 CG0286  USGS QUAD   -  GREEN VALLEY (1981)
 CG0286
 CG0286                         *CURRENT SURVEY CONTROL
 CG0286  ___________________________________________________________________
 CG0286* NAD 83(1986)-  31 50 32.     (N)    110 59 59.     (W)     SCALED    
 CG0286* NAVD 88     -       901.279  (meters)    2956.95   (feet)  ADJUSTED  
 CG0286  ___________________________________________________________________
 CG0286  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0286  DYNAMIC HT  -         899.970 (meters)    2952.65  (feet)  COMP
 CG0286  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 CG0286
 CG0286  VERT ORDER  -  FIRST     CLASS II
 CG0286
 CG0286.The horizontal coordinates were scaled from a topographic map and have
 CG0286.an estimated accuracy of +/- 6 seconds.
 CG0286
 CG0286.The orthometric height was determined by differential leveling
 CG0286.and adjusted in June 1991.
 CG0286
 CG0286.The geoid height was determined by GEOID03.
 CG0286
 CG0286.The dynamic height is computed by dividing the NAVD 88
 CG0286.geopotential number by the normal gravity value computed on the
 CG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0286.degrees latitude (g = 980.6199 gals.).
 CG0286
 CG0286.The modeled gravity was interpolated from observed gravity values.
 CG0286
 CG0286;                    North         East    Units  Estimated Accuracy
 CG0286;SPC AZ C     -    93,740.      300,150.      MT  (+/- 180 meters Scaled)
 CG0286
 CG0286                          SUPERSEDED SURVEY CONTROL
 CG0286
 CG0286  NGVD 29 (??/??/92)  900.522  (m)         2954.46   (f) ADJ UNCH    1 2
 CG0286
 CG0286.Superseded values are not recommended for survey control.
 CG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0286.See file dsdata.txt to determine how the superseded data were derived.
 CG0286
 CG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA000229(NAD 83)
 CG0286_MARKER: DR = REFERENCE MARK DISK
 CG0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0286_STAMPING: PA 7 NO 1 1959
 CG0286_PROJECTION: PROJECTING 15 CENTIMETERS
 CG0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0286+STABILITY: SURFACE MOTION
 CG0286
 CG0286  HISTORY     - Date     Condition        Report By
 CG0286  HISTORY     - 1959     MONUMENTED       CGS
 CG0286  HISTORY     - 1980     GOOD             NGS
 CG0286  HISTORY     - 19950302 GOOD             USPSQD
 CG0286  HISTORY     - 20020414 GOOD             USPSQD
 CG0286  HISTORY     - 20070527 GOOD             GEOCAC
 CG0286
 CG0286                          STATION DESCRIPTION
 CG0286
 CG0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0286'8.5 MI SW FROM SAHUARITA.
 CG0286'8.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0286'SAHUARITA, THENCE 0.15 MILE WEST ALONG TWIN BUTTES ROAD, 189 FEET
 CG0286'NORTH OF THE CENTER OF THE TWIN BUTTES ROAD, 61.8 FEET NORTHEAST OF
 CG0286'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE POST THAT
 CG0286'PROJECTS 4 INCHES.
 CG0286
 CG0286                          STATION RECOVERY (1980)
 CG0286
 CG0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0286'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0286'INTERSTATE HIGHWAY 19 FROM THE INTERSTATE HIGHWAY 19 CONTINENTAL
 CG0286'OVERPASS AT CONTINENTAL, THENCE 0.2 KILOMETER (0.1 MILE) WEST
 CG0286'ALONG MISSION TWIN BUTTES ROAD (WHICH DOES NOT INTERSECT WITH
 CG0286'THE FRONTAGE ROAD), 53.0 METERS (174.0 FEET) NORTH OF THE
 CG0286'CENTERLINE OF THE MISSION TWIN BUTTES ROAD, 44.2 METERS (145.0
 CG0286'FEET NORTHWEST OF THE CENTERLINE OF CALLE MONTANOSA ROAD, 46.9
 CG0286'METERS (154.0 FEET) NORTH OF A FIRE HYDRANT, 19.72 METERS
 CG0286'(64.7 FEET NORTH NORTHEAST OF THE STATION MARK.
 CG0286'THE MARK IS 18.8 METERS  NE FROM A WITNESS POST.
 CG0286'THE MARK IS ABOVE LEVEL WITH THE MISSION TWIN BUTTES.
 CG0286
 CG0286                          STATION RECOVERY (1995)
 CG0286
 CG0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0286'RECOVERED IN GOOD CONDITION.
 CG0286
 CG0286                          STATION RECOVERY (2002)
 CG0286
 CG0286'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0286'RECOVERED IN GOOD CONDITION.
 CG0286
 CG0286                          STATION RECOVERY (2007)
 CG0286
 CG0286'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0288 ***********************************************************************
 CG0288  DESIGNATION -  PA 7 RM 2
 CG0288  PID         -  CG0288
 CG0288  STATE/COUNTY-  AZ/PIMA
 CG0288  USGS QUAD   -  GREEN VALLEY (1981)
 CG0288
 CG0288                         *CURRENT SURVEY CONTROL
 CG0288  ___________________________________________________________________
 CG0288* NAD 83(1986)-  31 50 32.     (N)    110 59 59.     (W)     SCALED    
 CG0288* NAVD 88     -       901.792  (meters)    2958.63   (feet)  ADJUSTED  
 CG0288  ___________________________________________________________________
 CG0288  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0288  DYNAMIC HT  -         900.482 (meters)    2954.33  (feet)  COMP
 CG0288  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 CG0288
 CG0288  VERT ORDER  -  FIRST     CLASS II
 CG0288
 CG0288.The horizontal coordinates were scaled from a topographic map and have
 CG0288.an estimated accuracy of +/- 6 seconds.
 CG0288
 CG0288.The orthometric height was determined by differential leveling
 CG0288.and adjusted in June 1991.
 CG0288
 CG0288.The geoid height was determined by GEOID03.
 CG0288
 CG0288.The dynamic height is computed by dividing the NAVD 88
 CG0288.geopotential number by the normal gravity value computed on the
 CG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0288.degrees latitude (g = 980.6199 gals.).
 CG0288
 CG0288.The modeled gravity was interpolated from observed gravity values.
 CG0288
 CG0288;                    North         East    Units  Estimated Accuracy
 CG0288;SPC AZ C     -    93,740.      300,150.      MT  (+/- 180 meters Scaled)
 CG0288
 CG0288                          SUPERSEDED SURVEY CONTROL
 CG0288
 CG0288  NGVD 29 (??/??/92)  901.037  (m)         2956.15   (f) ADJ UNCH    1 2
 CG0288
 CG0288.Superseded values are not recommended for survey control.
 CG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0288.See file dsdata.txt to determine how the superseded data were derived.
 CG0288
 CG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA000229(NAD 83)
 CG0288_MARKER: DR = REFERENCE MARK DISK
 CG0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0288_STAMPING: PA 7 NO 2 1959
 CG0288_PROJECTION: PROJECTING 12 CENTIMETERS
 CG0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0288+STABILITY: SURFACE MOTION
 CG0288
 CG0288  HISTORY     - Date     Condition        Report By
 CG0288  HISTORY     - 1959     MONUMENTED       CGS
 CG0288  HISTORY     - 1980     GOOD             NGS
 CG0288  HISTORY     - 19950302 GOOD             USPSQD
 CG0288  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 CG0288  HISTORY     - 20070527 GOOD             GEOCAC
 CG0288
 CG0288                          STATION DESCRIPTION
 CG0288
 CG0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0288'8.5 MI SW FROM SAHUARITA.
 CG0288'8.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0288'SAHUARITA, THENCE 0.15 MILE WEST ALONG TWIN BUTTES ROAD, 164 FEET
 CG0288'NORTH OF THE CENTER OF THE TWIN BUTTES ROAD, 32.7 FEET NORTHWEST OF
 CG0288'THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 CG0288'THAT PROJECTS 4 INCHES.
 CG0288
 CG0288                          STATION RECOVERY (1980)
 CG0288
 CG0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0288'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 CG0288'INTERSTATE HIGHWAY I-19 FROM THE INTERSTATE HIGHWAY I-19
 CG0288'CONTINENTAL ROAD OVERPASS AT CONTINENTAL, THENCE 0.2 KILOMETER
 CG0288'(0.1 MILE) WEST ALONG MISSION TWIN BUTTES ROAD, (WHICH DOES NOT
 CG0288'INTERSECT WITH THE FRONTAGE ROAD), 46.7 METERS (153.2 FEET) 49.7
 CG0288'METERS NORTH OF THE CENTERLINE OF MISSION TWIN BUTTES ROAD,
 CG0288'49.7 METERS (163.0 FEET)NORTHWEST OF THE CENTERLINE OF CALLE
 CG0288'MONTANOSA ROAD, 37.6 METERS (123.3 FEET NORTH OF THE FIRE HYDRANT,
 CG0288'16.8 METERS (55.5 FEET) NORTHWEST OF THE STATION MARK.
 CG0288'THE MARK IS 10.0 METERS  WNW FROM A WITNESS POST.
 CG0288
 CG0288                          STATION RECOVERY (1995)
 CG0288
 CG0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0288'RECOVERED IN GOOD CONDITION.
 CG0288
 CG0288                          STATION RECOVERY (2002)
 CG0288
 CG0288'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0288'MARK NOT FOUND.
 CG0288
 CG0288                          STATION RECOVERY (2007)
 CG0288
 CG0288'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1079 ***********************************************************************
 CG1079  DESIGNATION -  PA 8
 CG1079  PID         -  CG1079
 CG1079  STATE/COUNTY-  AZ/PIMA
 CG1079  USGS QUAD   -  ESPERANZA MILL (1981)
 CG1079
 CG1079                         *CURRENT SURVEY CONTROL
 CG1079  ___________________________________________________________________
 CG1079* NAD 83(1992)-  31 45 59.48543(N)    111 02 12.36273(W)     ADJUSTED  
 CG1079* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 CG1079  ___________________________________________________________________
 CG1079  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 CG1079  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG1079  HORZ ORDER  -  SECOND
 CG1079
 CG1079.The horizontal coordinates were established by classical geodetic methods
 CG1079.and adjusted by the National Geodetic Survey in August 1993.
 CG1079
 CG1079.The orthometric height was scaled from a topographic map.
 CG1079
 CG1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1079
 CG1079.The geoid height was determined by GEOID03.
 CG1079
 CG1079;                    North         East     Units Scale Factor Converg.
 CG1079;SPC AZ C     -    85,317.595   296,707.578   MT  0.99998565   +0 27 47.7
 CG1079;SPC AZ C     -   279,913.37    973,450.06   iFT  0.99998565   +0 27 47.7
 CG1079;UTM  12      - 3,514,557.675   496,518.349   MT  0.99960015   -0 01 09.7
 CG1079
 CG1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1079!SPC AZ C     -   0.99985851  x   0.99998565  =   0.99984416
 CG1079!UTM  12      -   0.99985851  x   0.99960015  =   0.99945872
 CG1079
 CG1079:                Primary Azimuth Mark                     Grid Az
 CG1079:SPC AZ C     -  PA 8 AZ MK                               031 06 08.1
 CG1079:UTM  12      -  PA 8 AZ MK                               031 35 05.5
 CG1079
 CG1079|---------------------------------------------------------------------|
 CG1079| PID    Reference Object                     Distance      Geod. Az  |
 CG1079|                                                           dddmmss.s |
 CG1079| CG0550 PA 8 AZ MK                                         0313355.8 |
 CG1079| CH6034 PA 8 RM 1                            15.237 METERS 24614     |
 CG1079| CH6035 PA 8 RM 2                            12.938 METERS 33853     |
 CG1079|---------------------------------------------------------------------|
 CG1079
 CG1079                          SUPERSEDED SURVEY CONTROL
 CG1079
 CG1079  NAD 83(1986)-  31 45 59.47760(N)    111 02 12.35926(W) AD(       ) 2
 CG1079  NAD 27      -  31 45 59.16510(N)    111 02 10.02980(W) AD(       ) 2
 CG1079
 CG1079.Superseded values are not recommended for survey control.
 CG1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1079.See file dsdata.txt to determine how the superseded data were derived.
 CG1079
 CG1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9651814558(NAD 83)
 CG1079_MARKER: DS = TRIANGULATION STATION DISK
 CG1079_SETTING: 0 = UNSPECIFIED SETTING
 CG1079
 CG1079  HISTORY     - Date     Condition        Report By
 CG1079  HISTORY     - 1959     MONUMENTED       CGS
 CG1079
 CG1079                          STATION DESCRIPTION
 CG1079
 CG1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1079'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE PIMA-SANTA
 CG1079'CRUZ COUNTY LINE, 2 MILES SOUTHWEST OF THE CANOA RANCH, AND
 CG1079'0.05 MILE WEST OF U.S. HIGHWAY 89.
 CG1079'
 CG1079'TO REACH THE STATION FROM THE POST OFFICE AT AMADO, GO NORTH ON
 CG1079'U.S. HIGHWAY 89 FOR 3.5 MILS TO A CUT BANK ON THE LEFT, WEST,
 CG1079'SIDE OF THE HIGHWAY AND THE END OF TRUCK TRAVEL.  PACK NORTHWEST
 CG1079'AND WEST FOR ABOUT 300 FEET TO THE STATION.
 CG1079'
 CG1079'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 CG1079'NORTH ON U.S. HIGHWAY 89 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CG1079'LEFT, WEST, SIDE OF THE HIGHWAY.
 CG1079'
 CG1079'THE STATION MARK, STAMPED PA 8 1959, IS A STANDARD DISK WELDED
 CG1079'TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 2 INCHES.  IT IS
 CG1079'22.5 FEET EAST OF THE WITNESS POST.
 CG1079'
 CG1079'REFERENCE MARK NO. 1, STAMPED PA 8 NO 1 1959, IS A STANDARD DISK
 CG1079'WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 4 INCHES.
 CG1079'IT IS 36.0 FEET SOUTHWEST OF THE WITNESS POST.
 CG1079'
 CG1079'REFERENCE MARK NO. 2, STAMPED PA 8 NO 2 1959, IS A STANDARD DISK
 CG1079'WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 6 INCHES.
 CG1079'IT IS 33.7 FEET NORTHWEST OF THE WITNESS POST.
 CG1079'
 CG1079'THE AZIMUTH MARK, STAMPED PA 8 1959, IS A STANDARD DISK CEMENTED
 CG1079'IN A DRILL HOLE IN THE NORTHWEST WING WALL OF A CONCRETE BRIDGE
 CG1079'ON U.S. HIGHWAY 89.  IT IS 22.9 FEET WEST OF THE CENTERLINE OF
 CG1079'U.S. HIGHWAY 89 AND 3.0 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0550 ***********************************************************************
 CG0550  DESIGNATION -  PA 8 AZ MK
 CG0550  PID         -  CG0550
 CG0550  STATE/COUNTY-  AZ/PIMA
 CG0550  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0550
 CG0550                         *CURRENT SURVEY CONTROL
 CG0550  ___________________________________________________________________
 CG0550* NAD 83(1986)-  31 46 18.     (N)    111 01 59.     (W)     SCALED    
 CG0550* NAVD 88     -       914.81   (+/-2cm)    3001.3    (feet)  VERTCON   
 CG0550  ___________________________________________________________________
 CG0550  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0550
 CG0550.The horizontal coordinates were scaled from a topographic map and have
 CG0550.an estimated accuracy of +/- 6 seconds.
 CG0550
 CG0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0550.The vertical order pertains to the NGVD 29 superseded value.
 CG0550
 CG0550.The geoid height was determined by GEOID03.
 CG0550
 CG0550;                    North         East    Units  Estimated Accuracy
 CG0550;SPC AZ C     -    85,890.      297,060.      MT  (+/- 180 meters Scaled)
 CG0550
 CG0550                          SUPERSEDED SURVEY CONTROL
 CG0550
 CG0550  NGVD 29 (??/??/92)  914.027  (m)         2998.77   (f) ADJ UNCH    2 0
 CG0550
 CG0550.Superseded values are not recommended for survey control.
 CG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0550.See file dsdata.txt to determine how the superseded data were derived.
 CG0550
 CG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA968151(NAD 83)
 CG0550_MARKER: DZ = AZIMUTH MARK DISK
 CG0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0550_SP_SET: BRIDGE
 CG0550_STAMPING: PA 8 1959
 CG0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0550
 CG0550  HISTORY     - Date     Condition        Report By
 CG0550  HISTORY     - 1959     MONUMENTED       CGS
 CG0550  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0550  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0550
 CG0550                          STATION DESCRIPTION
 CG0550
 CG0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0550'3.8 MI N FROM AMADO.
 CG0550'3.8 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0550'22.9 FEET WEST OF THE CENTER OF THE HIGHWAY, 3 FEET SOUTH OF THE
 CG0550'WITNESS POST, CEMENTED IN A DRILL HOLE IN THE NORTHWEST WING WALL OF A
 CG0550'CONCRETE BRIDGE.
 CG0550
 CG0550                          STATION RECOVERY (1976)
 CG0550
 CG0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0550'MARK NOT FOUND.
 CG0550
 CG0550                          STATION RECOVERY (1980)
 CG0550
 CG0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0550'NOT RECOVERED A NEW BRIDGE HAS BEEN BUILT AT THE DESCRIBED SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1937 ***********************************************************************
 AI1937  DESIGNATION -  PAB1
 AI1937  PID         -  AI1937
 AI1937  STATE/COUNTY-  AZ/MARICOPA
 AI1937  USGS QUAD   -  TEMPE (1982)
 AI1937
 AI1937                         *CURRENT SURVEY CONTROL
 AI1937  ___________________________________________________________________
 AI1937* NAD 83(2007)-  33 26 39.87629(N)    111 57 01.24192(W)     ADJUSTED  
 AI1937* NAVD 88     -       363.0    (meters)    1191.     (feet)  GPS OBS   
 AI1937  ___________________________________________________________________
 AI1937  EPOCH DATE  -        2007.00
 AI1937  X           -  -1,991,527.826 (meters)                     COMP
 AI1937  Y           -  -4,941,529.960 (meters)                     COMP
 AI1937  Z           -   3,495,374.898 (meters)                     COMP
 AI1937  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AI1937  ELLIP HEIGHT-         333.315 (meters)          (02/10/07) ADJUSTED
 AI1937  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AI1937
 AI1937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1937  Type    PID    Designation                      North   East  Ellip
 AI1937  -------------------------------------------------------------------
 AI1937  NETWORK AI1937 PAB1                              0.55   0.45   1.12
 AI1937  -------------------------------------------------------------------
 AI1937
 AI1937.The horizontal coordinates were established by GPS observations
 AI1937.and adjusted by the National Geodetic Survey in February 2007.
 AI1937
 AI1937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1937.The horizontal coordinates are valid at the epoch date displayed above.
 AI1937.The epoch date for horizontal control is a decimal equivalence
 AI1937.of Year/Month/Day.
 AI1937
 AI1937.The orthometric height was determined by GPS observations and a
 AI1937.high-resolution geoid model.
 AI1937
 AI1937.Photographs are available for this station.
 AI1937
 AI1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1937
 AI1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1937
 AI1937.The ellipsoidal height was determined by GPS observations
 AI1937.and is referenced to NAD 83.
 AI1937
 AI1937.The geoid height was determined by GEOID03.
 AI1937
 AI1937;                    North         East     Units Scale Factor Converg.
 AI1937;SPC AZ C     -   271,035.940   210,228.840   MT  0.99990012   -0 01 06.8
 AI1937;SPC AZ C     -   889,225.52    689,727.17   iFT  0.99990012   -0 01 06.8
 AI1937;UTM  12      - 3,700,959.804   411,668.867   MT  0.99969619   -0 31 25.7
 AI1937
 AI1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1937!SPC AZ C     -   0.99994767  x   0.99990012  =   0.99984780
 AI1937!UTM  12      -   0.99994767  x   0.99969619  =   0.99964388
 AI1937
 AI1937                          SUPERSEDED SURVEY CONTROL
 AI1937
 AI1937  NAD 83(1992)-  33 26 39.87556(N)    111 57 01.24109(W) AD(       ) A
 AI1937  ELLIP H (09/30/99)  333.345  (m)                       GP(       ) 3 1
 AI1937
 AI1937.Superseded values are not recommended for survey control.
 AI1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1937.See file dsdata.txt to determine how the superseded data were derived.
 AI1937
 AI1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1166900960(NAD 83)
 AI1937_MARKER: DD = SURVEY DISK
 AI1937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1937_SP_SET: CONCRETE DRAIN
 AI1937_STAMPING: PAB1 1999
 AI1937_MARK LOGO: SRP   
 AI1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1937+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 AI1937
 AI1937  HISTORY     - Date     Condition        Report By
 AI1937  HISTORY     - 1999     MONUMENTED       SRP
 AI1937  HISTORY     - 20060817 GOOD             GEOCAC
 AI1937
 AI1937                          STATION DESCRIPTION
 AI1937
 AI1937'DESCRIBED BY SALT RIVER PROJECT 1999 (AB)
 AI1937'THE STATION IS LOCATED IN EAST PHOENIX, ABOUT 0.6 MI (1.0 KM)
 AI1937'NORTHWEST OF THE INTERSECTION OF VAN BUREN ST AND WASHINGTON ST/CURRY
 AI1937'ROAD, AT THE SALT RIVER PROJECT ADMINISTRATION BUILDING AT 1505 N.
 AI1937'PROJECT DRIVE.  OWNERSHIP--SALT RIVER PROJECT.  CONTACT IS ADRIAN
 AI1937'BURCHAM, LAND/SURVEYS DIVISION, PO BOX 52025, MAIL STATION SUR225,
 AI1937'TEMPE AZ 85282, PHONE 602-236-3174.  TO REACH THE STATION FROM THE
 AI1937'POST OFFICE AT 48TH ST AND VAN BUREN ST IN EAST PHOENIX, GO EAST FOR
 AI1937'1.5 MI (2.4 KM) ON VAN BUREN ST TO PROJECT DR.  TURN RIGHT AND GO
 AI1937'SOUTH FOR 0.2 MI (0.3 KM) ON PROJECT DR TO THE SOUTH DRIVEWAY OF THE
 AI1937'SALT RIVER PROJECT ADMINISTRATION BUILDING.  FOLLOW THE DRIVEWAY EAST
 AI1937'FOR 0.2 MI (0.3 KM) TO THE LOWER PARKING LOT AND THE STATION. THE
 AI1937'STATION IS AN ALUMINUM DISK SET IN A 4.5 FT (1.4 M) CONCRETE DRAIN AT
 AI1937'THE NORTHEAST CORNER OF A ONE ACRE RETAINING POND.  LOCATED 48.8 FT
 AI1937'(14.9 M) EAST FROM A LIGHT POLE AND 79.1 FT (24.1 M) NORTH FROM A
 AI1937'LIGHT POLE.
 AI1937
 AI1937                          STATION RECOVERY (2006)
 AI1937
 AI1937'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AI1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0368 ***********************************************************************
 CZ0368  DESIGNATION -  PACIFIC
 CZ0368  PID         -  CZ0368
 CZ0368  STATE/COUNTY-  AZ/PINAL
 CZ0368  USGS QUAD   -  RED ROCK (1993)
 CZ0368
 CZ0368                         *CURRENT SURVEY CONTROL
 CZ0368  ___________________________________________________________________
 CZ0368* NAD 83(1986)-  32 31 09.     (N)    111 20 47.     (W)     SCALED    
 CZ0368* NAVD 88     -       566.73   (+/-2cm)    1859.3    (feet)  VERTCON   
 CZ0368  ___________________________________________________________________
 CZ0368  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0368
 CZ0368.The horizontal coordinates were scaled from a topographic map and have
 CZ0368.an estimated accuracy of +/- 6 seconds.
 CZ0368
 CZ0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0368.The vertical order pertains to the NGVD 29 superseded value.
 CZ0368
 CZ0368.The geoid height was determined by GEOID03.
 CZ0368
 CZ0368;                    North         East    Units  Estimated Accuracy
 CZ0368;SPC AZ C     -   168,580.      266,940.      MT  (+/- 180 meters Scaled)
 CZ0368
 CZ0368                          SUPERSEDED SURVEY CONTROL
 CZ0368
 CZ0368  NGVD 29 (??/??/92)  566.272  (m)         1857.84   (f) ADJ UNCH    1 2
 CZ0368
 CZ0368.Superseded values are not recommended for survey control.
 CZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0368.See file dsdata.txt to determine how the superseded data were derived.
 CZ0368
 CZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA674980(NAD 83)
 CZ0368_MARKER: P = PIPE CAP
 CZ0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0368_STAMPING: PACIFIC 1/2 U.S.E.D.
 CZ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0368
 CZ0368  HISTORY     - Date     Condition        Report By
 CZ0368  HISTORY     - UNK      MONUMENTED       USE
 CZ0368  HISTORY     - 1951     GOOD             NGS
 CZ0368
 CZ0368                          STATION DESCRIPTION
 CZ0368
 CZ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0368'IN MARANA AIR BASE.
 CZ0368'0.1 MILE NORTHEAST ALONG THE STREET FROM THE CONTROL TOWER AT THE
 CZ0368'MARANA AIRPORT TO AN INTERSECTION, THENCE 1.75 MILES NORTHWEST AND
 CZ0368'WEST ALONG THE ROAD LEADING TO THE SEWAGE DISPOSAL PLANT, AT THE
 CZ0368'SEWAGE DISPOSAL PLANT AND AT THE NORTHWEST CORNER OF THE AIRPORT AND
 CZ0368'SEWAGE DISPOSAL PLANT, 0.3 FOOT NORTH OF THE FENCE CORNER POST, 2.1
 CZ0368'FEET WEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE GROUND, AND A
 CZ0368'IRON CAP SCREWED ON THE TOP OF A 1 1/2 INCH IRON PIPE FLUSH WITH THE
 CZ0368'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0968 ***********************************************************************
 ET0968  DESIGNATION -  PACK
 ET0968  PID         -  ET0968
 ET0968  STATE/COUNTY-  AZ/YAVAPAI
 ET0968  USGS QUAD   -  FLORES (1969)
 ET0968
 ET0968                         *CURRENT SURVEY CONTROL
 ET0968  ___________________________________________________________________
 ET0968* NAD 83(1992)-  34 00 20.90213(N)    112 50 09.69723(W)     ADJUSTED  
 ET0968* NAVD 88     -       817.6    (meters)    2682.     (feet)  VERTCON   
 ET0968  ___________________________________________________________________
 ET0968  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 ET0968  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ET0968  HORZ ORDER  -  FIRST
 ET0968
 ET0968.The horizontal coordinates were established by classical geodetic methods
 ET0968.and adjusted by the National Geodetic Survey in August 1993.
 ET0968
 ET0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0968
 ET0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0968
 ET0968.The geoid height was determined by GEOID03.
 ET0968
 ET0968;                    North         East     Units Scale Factor Converg.
 ET0968;SPC AZ C     -   333,678.886   128,437.988   MT  0.99998887   -0 30 51.1
 ET0968;SPC AZ C     - 1,094,747.00    421,384.48   iFT  0.99998887   -0 30 51.1
 ET0968;UTM  12      - 3,764,319.413   330,447.468   MT  0.99995439   -1 01 37.5
 ET0968
 ET0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0968!SPC AZ C     -   0.99987630  x   0.99998887  =   0.99986517
 ET0968!UTM  12      -   0.99987630  x   0.99995439  =   0.99983069
 ET0968
 ET0968|---------------------------------------------------------------------|
 ET0968| PID    Reference Object                     Distance      Geod. Az  |
 ET0968|                                                           dddmmss.s |
 ET0968| CH3839 PACK RM 1                             6.542 METERS 03556     |
 ET0968| DV2183 WICKENBURG CHURCH BELFRY            APPROX.10.7 KM 1121001.8 |
 ET0968| DV2188 BURG                                APPROX.13.1 KM 1285719.3 |
 ET0968| CH3840 PACK RM 2                             4.786 METERS 15011     |
 ET0968| CH3838 PACK RM                               3.990 METERS 15027     |
 ET0968|---------------------------------------------------------------------|
 ET0968
 ET0968                          SUPERSEDED SURVEY CONTROL
 ET0968
 ET0968  NAD 83(1986)-  34 00 20.90090(N)    112 50 09.69973(W) AD(       ) 1
 ET0968  NAD 27      -  34 00 20.80000(N)    112 50 07.05500(W) AD(       ) 1
 ET0968  NGVD 29 (11/27/91)  816.9    (m)         2680.     (f) VERT ANG    3  
 ET0968
 ET0968.Superseded values are not recommended for survey control.
 ET0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0968.See file dsdata.txt to determine how the superseded data were derived.
 ET0968
 ET0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3044764319(NAD 83)
 ET0968_MARKER: DS = TRIANGULATION STATION DISK
 ET0968_SETTING: 66 = SET IN ROCK OUTCROP
 ET0968_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0968+STABILITY: POSITION/ELEVATION WELL
 ET0968
 ET0968  HISTORY     - Date     Condition        Report By
 ET0968  HISTORY     - 1924     MONUMENTED       CGS
 ET0968  HISTORY     - 1955     GOOD             CGS
 ET0968  HISTORY     - 1980     GOOD             AZDT
 ET0968  HISTORY     - 1985     GOOD             AZDT
 ET0968
 ET0968                          STATION DESCRIPTION
 ET0968
 ET0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0968'ABOUT 7 MILES WEST AND 4 MILES NORTH OF WICKENBURG, ON A LONG
 ET0968'BLACK MALPAIS RIDGE ABOUT ONE-HALF MILE NORTH OF THE SANTA
 ET0968'FE RAILROAD AND 3-1/2 MILES WEST OF A. AND C. JUNCTION.  STATION
 ET0968'IS ON A BENCH ABOUT 50 FEET BELOW THE MAIN SUMMIT, AND NEAR
 ET0968'THE SOUTH END OF THE MAIN RIDGE.  MARKED BY A STANDARD BRONZE
 ET0968'DISK SET IN MALPAIS BOULDER.  THE REFERENCE MARK, A CROSS CUT
 ET0968'IN ROCK, IS 3.99 METERS (13.1 FEET) FROM STATION.
 ET0968
 ET0968                          STATION RECOVERY (1955)
 ET0968
 ET0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0968'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 ET0968'DESCRIPTION FOLLOWS--
 ET0968'
 ET0968'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 60, 70 AND 89
 ET0968'IN WICKENBURG GO NORTHWEST ON U.S. HIGHWAY 60 AND 70 FOR 9.6
 ET0968'MILES TO A GRADED ROAD RIGHT, AND SIGN DIVIDE 4.  TURN RIGHT
 ET0968'AND GO 4.1 MILES TO RAILROAD STOP DIVIDE.  TURN RIGHT ALONG
 ET0968'SOUTH SIDE OF TRACKS AND GO 0.25 MILE TO A GATE.  PASS THROUGH
 ET0968'GATE, CROSS TRACKS AND TURN EAST ALONG NORTH SIDE OF TRACKS FOR
 ET0968'1.2 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.2 MILE
 ET0968'TO AN EARTH TANK.  PASS ON DAM AND CONTINUE 0.1 MILE TO A
 ET0968'FENCE, CONTINUE 0.6 MILE TO A LARGE WASH AND T-ROAD LEFT,
 ET0968'CONTINUE STRAIGHT AHEAD 1.4 MILES TO AN EARTH TANK AND
 ET0968'DAM, CROSS ON DAM AND GO 0.1 MILE TO A REVERSE Y, CONTINUE
 ET0968'STRAIGHT AHEAD 0.2 MILE TO SECTION CORNER 23, 24, 25, 26
 ET0968'ON THE RIGHT, CONTINUE STRAIGHT AHEAD 0.5 MILE TO A WASH
 ET0968'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY AROUND
 ET0968'THE WEST SIDE OF THE HILL TO A SADDLE.  FOLLOW THE SADDLE TO
 ET0968'A PEAK STRAIGHT AHEAD, TURN LEFT ALONG TOP OF THE RIDGE AND
 ET0968'GO ABOUT 300 FT. TO THE STATION.
 ET0968'
 ET0968'THE MARK IS A STANDARD DISK STAMPED PACK 1924 SET IN A DRILL
 ET0968'HOLE IN A ROCK OUTCROP.
 ET0968
 ET0968                          STATION RECOVERY (1980)
 ET0968
 ET0968'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0968'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 ET0968'AS PREVIOUSLY DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET0968'
 ET0968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 60 IN
 ET0968'WICKENBURG TRAVEL NORTHWEST ALONG U.S. 93 FOR 7.15 MILES TO A SIDE
 ET0968'ROAD ON THE LEFT.  TURN LEFT CROSSING OVER A CATTLEGUARD AND FOLLOW
 ET0968'THE BLADED ROAD FOR 0.35 MILE TO AN INTERSECTION.  TURN RIGHT AND
 ET0968'FOLLOW A BLADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK FOR
 ET0968'0.1 MILE TO THE TOP OF A SMALL RIDGE.  TURN RIGHT UP A STEEP BANK ONTO
 ET0968'A TRACK ROAD, TRAVEL FOR 0.1 MILE THEN TURN LEFT AND DRIVE SOUTHWEST
 ET0968'ACROSS COUNTRY TO A WASH AND END OF TRUCK TRAVEL.  PACK SOUTHWEST TO
 ET0968'STATION.
 ET0968
 ET0968                          STATION RECOVERY (1985)
 ET0968
 ET0968'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 ET0968'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 ET0968'AZDT IN 1980.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1124 ***********************************************************************
 ET1124  DESIGNATION -  PACKARD
 ET1124  PID         -  ET1124
 ET1124  STATE/COUNTY-  AZ/YAVAPAI
 ET1124  USGS QUAD   -  CLARKDALE (1973)
 ET1124
 ET1124                         *CURRENT SURVEY CONTROL
 ET1124  ___________________________________________________________________
 ET1124* NAD 83(1992)-  34 52 17.47681(N)    112 04 36.68989(W)     ADJUSTED  
 ET1124* NAVD 88     -      1318.6    (meters)    4326.     (feet)  VERTCON   
 ET1124  ___________________________________________________________________
 ET1124  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 ET1124  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 ET1124  HORZ ORDER  -  THIRD
 ET1124
 ET1124.The horizontal coordinates were established by classical geodetic methods
 ET1124.and adjusted by the National Geodetic Survey in August 1993.
 ET1124
 ET1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1124
 ET1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1124
 ET1124.The geoid height was determined by GEOID03.
 ET1124
 ET1124;                    North         East     Units Scale Factor Converg.
 ET1124;SPC AZ C     -   429,334.001   198,715.036   MT  0.99990264   -0 05 29.7
 ET1124;SPC AZ C     - 1,408,576.12    651,952.22   iFT  0.99990264   -0 05 29.7
 ET1124;UTM  12      - 3,859,324.253   401,579.528   MT  0.99971938   -0 36 56.6
 ET1124
 ET1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1124!SPC AZ C     -   0.99979700  x   0.99990264  =   0.99969966
 ET1124!UTM  12      -   0.99979700  x   0.99971938  =   0.99951644
 ET1124
 ET1124:                Primary Azimuth Mark                     Grid Az
 ET1124:SPC AZ C     -  COTTONWOOD RM 1                          149 41 37.1
 ET1124:UTM  12      -  COTTONWOOD RM 1                          150 13 04.0
 ET1124
 ET1124|---------------------------------------------------------------------|
 ET1124| PID    Reference Object                     Distance      Geod. Az  |
 ET1124|                                                           dddmmss.s |
 ET1124| ES1137 COTTONWOOD RM 1                     APPROX.15.1 KM 1493607.4 |
 ET1124| ET1120 CHERRY                              APPROX.28.8 KM 1725403.4 |
 ET1124|---------------------------------------------------------------------|
 ET1124
 ET1124                          SUPERSEDED SURVEY CONTROL
 ET1124
 ET1124  NAD 83(1986)-  34 52 17.47300(N)    112 04 36.68789(W) AD(       ) 3
 ET1124  NGVD 29 (04/23/90) 1317.8    (m)         4323.     (f) VERT ANG    3  
 ET1124
 ET1124.Superseded values are not recommended for survey control.
 ET1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1124.See file dsdata.txt to determine how the superseded data were derived.
 ET1124
 ET1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0158059324(NAD 83)
 ET1124_MARKER: DS = TRIANGULATION STATION DISK
 ET1124_SETTING: 66 = SET IN ROCK OUTCROP
 ET1124_SP_SET: SET IN A ROCK LEDGE
 ET1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1124+STABILITY: POSITION/ELEVATION WELL
 ET1124
 ET1124  HISTORY     - Date     Condition        Report By
 ET1124  HISTORY     - 1943     MONUMENTED       USGS
 ET1124
 ET1124                          STATION DESCRIPTION
 ET1124
 ET1124'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1124'LOCATED 8.5 MI N. AND 3 MI W. OF COTTONWOOD, 0.5 MI NW. OF
 ET1124'SYCAMORE CREEK, 0.4 MI N. OF ABANDONED PACKARD RANCH HOUSE, 0.6
 ET1124'MI N. OF JCT. OF SYCAMORE CREEK WITH VERDE RIVER.  ON NORTH ONE OF
 ET1124'TWO RED HUMMOCKS ON SPUR RIDGE, TOP OF MAIN RIM IS MUCH HIGHER
 ET1124'THAN STATION AND ABOUT 0.25 MI N. OF IT.  STATION IS ABOUT 4 FT
 ET1124'LOWER AND 30 FT S. OF HIGHEST POINT.
 ET1124'
 ET1124'TO REACH FROM INTERSECTION AT THUNDERBIRD MARKER IN CLARKDALE,
 ET1124'DRIVE 0.7 MI E. ACROSS BRIDGE OVER VERDE RIVER TOWARD OLD RUINS.
 ET1124'TAKE LEFT FORK 1.8 MI N., CONTINUE STRAIGHT ON RIGHT FORK 0.6 MI,
 ET1124'CONTINUE STRAIGHT AT SUSPENSION BRIDGE 0.2 MI, CONTINUE STRAIGHT
 ET1124'AT T-RD. LEFT TO POWER PLANT 4.1 MI NORTHERLY ON DUFF FLAT TO
 ET1124'POINT 0.3 MI S. OF HOUSE.  TURN W. ON LEFT FORK LEAVING GRADED RD.
 ET1124'1.1 MI.  TAKE RIGHT FORK 0.1 MI TO GATE, GO THROUGH GATE 0.6 MI.
 ET1124'TAKE RIGHT FORK 1.7 MI TO BENCH OVERLOOKING ABANDONED PACKARD
 ET1124'RANCH IN BOTTOM.  DO NOT DESCEND OLD GRADE TO LAST BENCH, IT IS
 ET1124'TOO ROUGH ON TIRES.  WALK DOWN OLD GRADE TO BENCH ABOUT 40 FT
 ET1124'HIGHER THAN CREEK.  TURN UPSTREAM TAKING TRAIL UP GRAY SPUR ACROSS
 ET1124'SYCAMORE CREEK.  ASCEND N. TO POINT OPPOSITE SECOND RED PINNACLE.
 ET1124'TURN OFF TRAIL LEFT AND CLIMB TO TOP.
 ET1124'
 ET1124'STATION MARK--STANDARD TABLET STAMPED---PACKARD 1943---, CEMENTED
 ET1124'IN LEDGE FORMING TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0910 ***********************************************************************
 FQ0910  DESIGNATION -  PADDOCK
 FQ0910  PID         -  FQ0910
 FQ0910  STATE/COUNTY-  AZ/NAVAJO
 FQ0910  USGS QUAD   -  SUNFLOWER BUTTE (1973)
 FQ0910
 FQ0910                         *CURRENT SURVEY CONTROL
 FQ0910  ___________________________________________________________________
 FQ0910* NAD 83(1992)-  35 22 20.17893(N)    110 14 52.08305(W)     ADJUSTED  
 FQ0910* NAVD 88     -      1974.8    (meters)    6479.     (feet)  VERTCON   
 FQ0910  ___________________________________________________________________
 FQ0910  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 FQ0910  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 FQ0910  HORZ ORDER  -  THIRD
 FQ0910
 FQ0910.The horizontal coordinates were established by classical geodetic methods
 FQ0910.and adjusted by the National Geodetic Survey in August 1993.
 FQ0910
 FQ0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0910
 FQ0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0910
 FQ0910.The geoid height was determined by GEOID03.
 FQ0910
 FQ0910;                    North         East     Units Scale Factor Converg.
 FQ0910;SPC AZ E     -   484,874.440   205,987.847   MT  0.99990067   -0 02 49.1
 FQ0910;SPC AZ E     - 1,590,795.41    675,813.15   iFT  0.99990067   -0 02 49.1
 FQ0910;UTM  12      - 3,914,587.524   568,327.751   MT  0.99965753   +0 26 07.6
 FQ0910
 FQ0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0910!SPC AZ E     -   0.99969371  x   0.99990067  =   0.99959441
 FQ0910!UTM  12      -   0.99969371  x   0.99965753  =   0.99935134
 FQ0910
 FQ0910|---------------------------------------------------------------------|
 FQ0910| PID    Reference Object                     Distance      Geod. Az  |
 FQ0910|                                                           dddmmss.s |
 FQ0910| CR9987 PADDOCK RM 2                          5.325 METERS 03242     |
 FQ0910| FQ0721 SHEEP                               APPROX. 5.9 KM 1461858.7 |
 FQ0910| CR9986 PADDOCK RM 1                          6.895 METERS 31200     |
 FQ0910|---------------------------------------------------------------------|
 FQ0910
 FQ0910                          SUPERSEDED SURVEY CONTROL
 FQ0910
 FQ0910  NAD 83(1986)-  35 22 20.17570(N)    110 14 52.08665(W) AD(       ) 3
 FQ0910  NGVD 29 (02/23/90) 1973.9    (m)         6476.     (f) VERT ANG    3  
 FQ0910
 FQ0910.Superseded values are not recommended for survey control.
 FQ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0910.See file dsdata.txt to determine how the superseded data were derived.
 FQ0910
 FQ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6832814588(NAD 83)
 FQ0910_MARKER: DS = TRIANGULATION STATION DISK
 FQ0910_SETTING: 80 = SET IN A BOULDER
 FQ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0910+STABILITY: SURFACE MOTION
 FQ0910
 FQ0910  HISTORY     - Date     Condition        Report By
 FQ0910  HISTORY     - 1966     MONUMENTED       USGS
 FQ0910
 FQ0910                          STATION DESCRIPTION
 FQ0910
 FQ0910'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0910'LOCATED ABOUT 35 MI NE. OF WINSLOW, 4.2 MI E. OF DILKON TRADING
 FQ0910'POST.  ON TOP OF BUTTE S. OF GRADED RD.
 FQ0910'
 FQ0910'TO REACH FROM DILKON TRADING POST, GO 4.2 MI E. ON GRADED RD.
 FQ0910'TOWARD INDIAN WELLS.  TURN S. ON TRACK RD. JUST E. OF BUTTE ABOUT
 FQ0910'0.5 MI.  TURN W. CROSS-COUNTRY TO BASE OF BUTTE ABOUT 0.3 MI TO
 FQ0910'END OF TRUCK TRAVEL.  PACK TO TOP AND STATION ON HIGHEST PART OF
 FQ0910'BUTTE.  ABOUT A 15-MINUTE CLIMB.
 FQ0910'
 FQ0910'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---PADDOCK 1966---,
 FQ0910'CEMENTED IN LARGE ROCK AT HIGHEST PART OF TOP.
 FQ0910'
 FQ0910'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK
 FQ0910'LEVEL WITH STATION MARK.
 FQ0910'
 FQ0910'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK
 FQ0910'ABOUT 0.2 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1766 ***********************************************************************
 CZ1766  DESIGNATION -  PADDY
 CZ1766  PID         -  CZ1766
 CZ1766  STATE/COUNTY-  AZ/GRAHAM
 CZ1766  USGS QUAD   -  BASSETT PEAK (1972)
 CZ1766
 CZ1766                         *CURRENT SURVEY CONTROL
 CZ1766  ___________________________________________________________________
 CZ1766* NAD 83(1992)-  32 35 42.00954(N)    110 16 36.66809(W)     ADJUSTED  
 CZ1766* NAVD 88     -      2257.2    (meters)    7405.     (feet)  VERTCON   
 CZ1766  ___________________________________________________________________
 CZ1766  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CZ1766  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CZ1766  HORZ ORDER  -  FIRST
 CZ1766
 CZ1766.The horizontal coordinates were established by classical geodetic methods
 CZ1766.and adjusted by the National Geodetic Survey in August 1993.
 CZ1766
 CZ1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1766
 CZ1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1766
 CZ1766.The geoid height was determined by GEOID03.
 CZ1766
 CZ1766;                    North         East     Units Scale Factor Converg.
 CZ1766;SPC AZ E     -   176,846.836   203,017.048   MT  0.99990132   -0 03 33.7
 CZ1766;SPC AZ E     -   580,206.15    666,066.43   iFT  0.99990132   -0 03 33.7
 CZ1766;UTM  12      - 3,606,621.058   567,861.152   MT  0.99965678   +0 23 22.5
 CZ1766
 CZ1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1766!SPC AZ E     -   0.99964998  x   0.99990132  =   0.99955133
 CZ1766!UTM  12      -   0.99964998  x   0.99965678  =   0.99930688
 CZ1766
 CZ1766|---------------------------------------------------------------------|
 CZ1766| PID    Reference Object                     Distance      Geod. Az  |
 CZ1766|                                                           dddmmss.s |
 CZ1766| CC7934 PADDY RM 1                            9.162 METERS 04834     |
 CZ1766| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.35.6 KM 0683933.0 |
 CZ1766| CZ1767 BASSETT PEAK                        APPROX. 9.8 KM 1814519.0 |
 CZ1766| CC7933 PADDY AZ MK                                        2101240.3 |
 CZ1766| CC7935 PADDY RM 2                            7.224 METERS 23531     |
 CZ1766|---------------------------------------------------------------------|
 CZ1766
 CZ1766                          SUPERSEDED SURVEY CONTROL
 CZ1766
 CZ1766  NAD 83(1986)-  32 35 42.00673(N)    110 16 36.66697(W) AD(       ) 1
 CZ1766  NAD 27      -  32 35 41.75600(N)    110 16 34.35800(W) AD(       ) 1
 CZ1766  NGVD 29 (07/19/86) 2256.3    (m)         7403.     (f) VERT ANG    3  
 CZ1766
 CZ1766.Superseded values are not recommended for survey control.
 CZ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1766.See file dsdata.txt to determine how the superseded data were derived.
 CZ1766
 CZ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6786106621(NAD 83)
 CZ1766_MARKER: DS = TRIANGULATION STATION DISK
 CZ1766_SETTING: 80 = SET IN A BOULDER
 CZ1766_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1766
 CZ1766  HISTORY     - Date     Condition        Report By
 CZ1766  HISTORY     - 1946     MONUMENTED       CGS
 CZ1766
 CZ1766                          STATION DESCRIPTION
 CZ1766
 CZ1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1766'STATION IS ON A HIGH TIMBERED RIDGE IN THE GALIURO MOUNTAINS
 CZ1766'OF THE CROOK NATIONAL FOREST.  IT IS LOCATED AT THE HEAD
 CZ1766'OF THE S FORK OF PADDYS RIVER AND THE HEAD OF HIGH CREEK, BY
 CZ1766'APPROXIMATE AIRLINE DISTANCES, 18 MILES W OF BONITA, AND 17
 CZ1766'MILES S OF KLONDYKE.
 CZ1766'
 CZ1766'TO REACH FROM THE GENERAL STORE IN BONITA, GO SW TOWARD WILLCOX
 CZ1766'0.3 MILE TO A FORK (SCHOOLHOUSE IN ANGLE), HERE KEEP THE RIGHT
 CZ1766'FORK AND GO W FOR 7.45 MILES TO CROSS ROAD.  KEEP STRAIGHT
 CZ1766'AHEAD AND CONTINUE 6 MILES TO CATTLE GUARD AND FORK.  KEEP
 CZ1766'RIGHT FORK AND CONTINUE 1 MILE TO CATTLE GUARD JUST AFTER PASSING
 CZ1766'A DIRT TANK ON THE LEFT.  CROSS CATTLE GUARD 0.05 MILE TO FORKS.
 CZ1766'TAKE THE LEFT FORK PAST OLD ADOBE RUINS 0.35 MILE TO A GATE.
 CZ1766'CONTINUE 0.6 MILE TO ANOTHER GATE.  CONTINUE ON THE MAIN
 CZ1766'TRAVELED ROAD 3.2 MILES TO THE END OF TRUCK TRAVEL AT A SMALL
 CZ1766'CLEARED AREA AND SMALL FENCE ENCLOSURE ABOUT 15 FEET SQUARE.
 CZ1766'FROM HERE PACK UP TRAIL WHICH PASSES TO THE RIGHT OF FENCE
 CZ1766'ENCLOSURE AND UP THE CANYON, FOR ABOUT 1 HOUR TO A FORK IN
 CZ1766'THE TRAIL AND SIGNS LYING ON THE GROUND.  TURN BACK
 CZ1766'SHARPLY TO THE RIGHT AND CONTINUE TO THE SADDLE WHERE
 CZ1766'TRAIL STARTS DOWN THE OTHER SIDE AT GATE IN FENCE LINE.
 CZ1766'(TO REACH THE AZIMUTH MARK FROM HERE, PACK LEFT ALONG
 CZ1766'THE FENCE LINE FOR ABOUT 450 YARDS, THENCE LEFT ACROSS STEEP
 CZ1766'WASH TO THE MARK AT THE FOOT OF AN OVERHANGING ROCK WHICH IS
 CZ1766'ABOUT 200 FEET BELOW THE HIGHEST POINT.) TO REACH THE STATION
 CZ1766'FROM THE GATE, PACK TO THE RIGHT UP THE ROCKY, BRUSHY SLOPE
 CZ1766'TO THE HIGHEST POINT AND THE STATION.
 CZ1766'
 CZ1766'THE STATION MARK IS A BRONZE STATION DISK, STAMPED PADDY 1946,
 CZ1766'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CZ1766'8 INCHES ABOVE THE GROUND.  IT IS LOCATED ON THE SE END OF THE
 CZ1766'HIGHEST PART OF THE PEAK.
 CZ1766'
 CZ1766'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED PADDY NO
 CZ1766'1 1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CZ1766'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED NE OF THE
 CZ1766'STATION AND ABOUT 1 FOOT LOWER.
 CZ1766'
 CZ1766'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED PADDY NO
 CZ1766'2 1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CZ1766'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED SW OF THE
 CZ1766'STATION AND ABOUT 2 FEET LOWER.
 CZ1766'
 CZ1766'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED PADDY 1946,
 CZ1766'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE BASE OF
 CZ1766'A 30-FOOT OVERHANGING ROCK.  IT IS SSW OF THE STATION, 3 FEET
 CZ1766'NE OF A 3-FOOT CAIRN, AND NW OF THE FACE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0911 ***********************************************************************
 FQ0911  DESIGNATION -  PADILLA
 FQ0911  PID         -  FQ0911
 FQ0911  STATE/COUNTY-  AZ/COCONINO
 FQ0911  USGS QUAD   -  GARCES MESAS NE (1967)
 FQ0911
 FQ0911                         *CURRENT SURVEY CONTROL
 FQ0911  ___________________________________________________________________
 FQ0911* NAD 83(1992)-  35 44 47.70592(N)    110 48 57.38987(W)     ADJUSTED  
 FQ0911* NAVD 88     -      1890.7    (meters)    6203.     (feet)  VERTCON   
 FQ0911  ___________________________________________________________________
 FQ0911  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 FQ0911  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FQ0911  HORZ ORDER  -  THIRD
 FQ0911
 FQ0911.The horizontal coordinates were established by classical geodetic methods
 FQ0911.and adjusted by the National Geodetic Survey in August 1993.
 FQ0911
 FQ0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0911
 FQ0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0911
 FQ0911.The geoid height was determined by GEOID03.
 FQ0911
 FQ0911;                    North         East     Units Scale Factor Converg.
 FQ0911;SPC AZ C     -   526,956.319   312,913.979   MT  1.00002209   +0 38 35.2
 FQ0911;SPC AZ C     - 1,728,859.31  1,026,620.67   iFT  1.00002209   +0 38 35.2
 FQ0911;UTM  12      - 3,955,857.233   516,641.662   MT  0.99960341   +0 06 27.1
 FQ0911
 FQ0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0911!SPC AZ C     -   0.99970693  x   1.00002209  =   0.99972902
 FQ0911!UTM  12      -   0.99970693  x   0.99960341  =   0.99931046
 FQ0911
 FQ0911|---------------------------------------------------------------------|
 FQ0911| PID    Reference Object                     Distance      Geod. Az  |
 FQ0911|                                                           dddmmss.s |
 FQ0911| CR9989 PADILLA RM 2                         17.846 METERS 06808     |
 FQ0911| FQ0895 CHIN                                APPROX.24.0 KM 2411447.0 |
 FQ0911| CR9988 PADILLA RM 1                         12.643 METERS 31900     |
 FQ0911|---------------------------------------------------------------------|
 FQ0911
 FQ0911                          SUPERSEDED SURVEY CONTROL
 FQ0911
 FQ0911  NAD 83(1986)-  35 44 47.70431(N)    110 48 57.38882(W) AD(       ) 3
 FQ0911  NGVD 29 (02/23/90) 1889.8    (m)         6200.     (f) VERT ANG    3  
 FQ0911
 FQ0911.Superseded values are not recommended for survey control.
 FQ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0911.See file dsdata.txt to determine how the superseded data were derived.
 FQ0911
 FQ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE1664255857(NAD 83)
 FQ0911_MARKER: DS = TRIANGULATION STATION DISK
 FQ0911_SETTING: 80 = SET IN A BOULDER
 FQ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0911+STABILITY: SURFACE MOTION
 FQ0911
 FQ0911  HISTORY     - Date     Condition        Report By
 FQ0911  HISTORY     - 1965     MONUMENTED       USGS
 FQ0911  HISTORY     - 1965     GOOD             USGS
 FQ0911
 FQ0911                          STATION DESCRIPTION
 FQ0911
 FQ0911'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0911'LOCATED ABOUT 14 MI SE. OF ORAIBI, ABOUT 13 MI NE. OF SAND
 FQ0911'SPRINGS.  ON HIGHEST POINT OF SOUTH END OF PADILLA MESA.
 FQ0911'
 FQ0911'TO REACH FROM POST OFFICE AT ORAIBI, GO 12.7 MI S. ALONG ORAIBI
 FQ0911'RD. TO RD. INTERSECTION.  TURN RIGHT 0.7 MI W. TO RD.
 FQ0911'INTERSECTION.  TURN RIGHT 7.4 MI W. TO T-RD. RIGHT.  TURN RIGHT 3.8
 FQ0911'MI TO RD. INTERSECTION, CONTINUE STRAIGHT 0.2 MI TO DIM RD.
 FQ0911'INTERSECTION LEFT.  TURN LEFT 1.4 MI TO LOWER PART IN MESA AND END
 FQ0911'OF TRUCK TRAVEL.  PACK TO TOP OF MESA AND STATION.  A 10-MINUTE
 FQ0911'PACK.
 FQ0911'
 FQ0911'STATION MARK--STANDARD TABLET STAMPED---PADILLA 1965---, CEMENTED
 FQ0911'IN LARGE ROCK.
 FQ0911'
 FQ0911'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, CEMENTED IN
 FQ0911'LARGE ROCK, ABOUT 2 FT LOWER THAN STATION MARK.
 FQ0911'
 FQ0911'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, CEMENTED IN
 FQ0911'LARGE ROCK, ABOUT 6 FT LOWER THAN STATION MARK.
 FQ0911
 FQ0911                          STATION RECOVERY (1965)
 FQ0911
 FQ0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0911'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0605 ***********************************************************************
 FQ0605  DESIGNATION -  PADRE
 FQ0605  PID         -  FQ0605
 FQ0605  STATE/COUNTY-  AZ/COCONINO
 FQ0605  USGS QUAD   -  ANGELL (1983)
 FQ0605
 FQ0605                         *CURRENT SURVEY CONTROL
 FQ0605  ___________________________________________________________________
 FQ0605* NAD 83(1992)-  35 09 13.78966(N)    111 19 04.08242(W)     ADJUSTED  
 FQ0605* NAVD 88     -      1898.9    (meters)    6230.     (feet)  VERTCON   
 FQ0605  ___________________________________________________________________
 FQ0605  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 FQ0605  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0605  HORZ ORDER  -  SECOND
 FQ0605
 FQ0605.The horizontal coordinates were established by classical geodetic methods
 FQ0605.and adjusted by the National Geodetic Survey in August 1993.
 FQ0605
 FQ0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0605
 FQ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0605
 FQ0605.The geoid height was determined by GEOID03.
 FQ0605
 FQ0605;                    North         East     Units Scale Factor Converg.
 FQ0605;SPC AZ C     -   460,802.949   267,921.751   MT  0.99993668   +0 20 41.4
 FQ0605;SPC AZ C     - 1,511,820.70    879,008.37   iFT  0.99993668   +0 20 41.4
 FQ0605;UTM  12      - 3,890,148.715   471,054.490   MT  0.99961033   -0 10 58.7
 FQ0605
 FQ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0605!SPC AZ C     -   0.99970573  x   0.99993668  =   0.99964243
 FQ0605!UTM  12      -   0.99970573  x   0.99961033  =   0.99931617
 FQ0605
 FQ0605|---------------------------------------------------------------------|
 FQ0605| PID    Reference Object                     Distance      Geod. Az  |
 FQ0605|                                                           dddmmss.s |
 FQ0605| CH3841 PADRE RM 1                            6.407 METERS 12120     |
 FQ0605| CH3842 PADRE RM 2                            9.138 METERS 24941     |
 FQ0605| FQ0196 YOUNG                               APPROX. 3.7 KM 3222146.5 |
 FQ0605|---------------------------------------------------------------------|
 FQ0605
 FQ0605                          SUPERSEDED SURVEY CONTROL
 FQ0605
 FQ0605  NAD 83(1986)-  35 09 13.78345(N)    111 19 04.08365(W) AD(       ) 2
 FQ0605  NAD 27      -  35 09 13.73310(N)    111 19 01.51620(W) AD(       ) 2
 FQ0605  NGVD 29 (07/19/86) 1898.0    (m)         6227.     (f) VERT ANG    3  
 FQ0605
 FQ0605.Superseded values are not recommended for survey control.
 FQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0605.See file dsdata.txt to determine how the superseded data were derived.
 FQ0605
 FQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7105490149(NAD 83)
 FQ0605_MARKER: DS = TRIANGULATION STATION DISK
 FQ0605_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0605
 FQ0605  HISTORY     - Date     Condition        Report By
 FQ0605  HISTORY     - 1958     MONUMENTED       CGS
 FQ0605
 FQ0605                          STATION DESCRIPTION
 FQ0605
 FQ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0605'THE STATION IS ON THE APEX OF A PROMINENT CONE SHAPED HILL,
 FQ0605'THE MOST EASTERLY LAVA HILL EAST OF FLAGSTAFF ALONG U.S.
 FQ0605'HIGHWAY 66.  IT IS ABOUT 18 MILES EAST OF FLAGSTAFF, 2 MILES
 FQ0605'SOUTH OF ANGELL, ON THE SANTA FE RAILROAD, 0.5 MILE SOUTH
 FQ0605'OF U.S. HIGHWAY 66 AND JUST SOUTH OF CANYON PADRE.
 FQ0605'
 FQ0605'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0605'FLAGSTAFF, GO EAST ON U.S.-HIGHWAY 66 FOR 20.2 MILES TO THE
 FQ0605'HIGHWAY MILE POST 237 ON THE RIGHT, SOUTH.  CONTINUE EAST
 FQ0605'0.4 MILE TO A TRACK ROAD AND A GATE ON THE RIGHT, SOUTH.
 FQ0605'THIS IS 1.3 MILES WEST OF THE CANYON PADRE.  TURN RIGHT AND
 FQ0605'GO SOUTH PASSING THROUGH THE GATE AND FOLLOWING THE TRACK
 FQ0605'ROAD 0.1 MILE.  TURN LEFT OFF OF TRACK ROAD AND GO SOUTHEAST
 FQ0605'ACROSS COUNTRY TO THE BASE OF THE HILL.  GO SOUTH UP THE
 FQ0605'HILL TO THE TOP AND THE STATION.
 FQ0605'
 FQ0605'THE STATION IS A STANDARD DISK, STAMPED PADRE 1958, CEMENTED
 FQ0605'IN A DRILL HOLE IN BEDROCK THAT PROJECT 5 FEET AND IS 3 FEET
 FQ0605'SOUTHEAST OF THE HIGHEST POINT OF LAVA.
 FQ0605'
 FQ0605'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PADRE NO 1 1958,
 FQ0605'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 FEET.
 FQ0605'
 FQ0605'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PADRE NO 2 1958,
 FQ0605'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 FEET NORTH
 FQ0605'AND 10 FEET ON THE SOUTH.  IT IS 2 FEET SOUTH OF THE NORTH
 FQ0605'EDGE OF THE LEDGE AND 7 FEET NORTH OF THE SOUTH EDGE OF THE
 FQ0605'LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0901 ***********************************************************************
 ET0901  DESIGNATION -  PAGE
 ET0901  PID         -  ET0901
 ET0901  STATE/COUNTY-  AZ/YAVAPAI
 ET0901  USGS QUAD   -  PAULDEN (1979)
 ET0901
 ET0901                         *CURRENT SURVEY CONTROL
 ET0901  ___________________________________________________________________
 ET0901* NAD 83(1992)-  34 55 26.55760(N)    112 27 02.93087(W)     ADJUSTED  
 ET0901* NAVD 88     -      1417.1    (meters)    4649.     (feet)  VERTCON   
 ET0901  ___________________________________________________________________
 ET0901  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 ET0901  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 ET0901  HORZ ORDER  -  SECOND
 ET0901
 ET0901.The horizontal coordinates were established by classical geodetic methods
 ET0901.and adjusted by the National Geodetic Survey in August 1993.
 ET0901
 ET0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0901
 ET0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0901
 ET0901.The geoid height was determined by GEOID03.
 ET0901
 ET0901;                    North         East     Units Scale Factor Converg.
 ET0901;SPC AZ C     -   435,278.717   164,558.274   MT  0.99992934   -0 18 20.9
 ET0901;SPC AZ C     - 1,428,079.78    539,889.35   iFT  0.99992934   -0 18 20.9
 ET0901;UTM  12      - 3,865,580.480   367,483.668   MT  0.99981643   -0 49 50.5
 ET0901
 ET0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0901!SPC AZ C     -   0.99978165  x   0.99992934  =   0.99971101
 ET0901!UTM  12      -   0.99978165  x   0.99981643  =   0.99959812
 ET0901
 ET0901|---------------------------------------------------------------------|
 ET0901| PID    Reference Object                     Distance      Geod. Az  |
 ET0901|                                                           dddmmss.s |
 ET0901| CH3843 PAGE RM 1                            16.441 METERS 04029     |
 ET0901| ET0900 MID                                 APPROX. 0.6 KM 0470442.4 |
 ET0901| CH3844 PAGE RM 2                             8.309 METERS 21743     |
 ET0901|---------------------------------------------------------------------|
 ET0901
 ET0901                          SUPERSEDED SURVEY CONTROL
 ET0901
 ET0901  NAD 83(1986)-  34 55 26.55584(N)    112 27 02.92829(W) AD(       ) 2
 ET0901  NAD 27      -  34 55 26.48824(N)    112 27 00.31574(W) AD(       ) 2
 ET0901  NGVD 29 (07/19/86) 1416.3    (m)         4647.     (f) VERT ANG    3  
 ET0901
 ET0901.Superseded values are not recommended for survey control.
 ET0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0901.See file dsdata.txt to determine how the superseded data were derived.
 ET0901
 ET0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6748465580(NAD 83)
 ET0901_MARKER: DD = SURVEY DISK
 ET0901_SETTING: 66 = SET IN ROCK OUTCROP
 ET0901_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0901+STABILITY: POSITION/ELEVATION WELL
 ET0901
 ET0901  HISTORY     - Date     Condition        Report By
 ET0901  HISTORY     - 1980     MONUMENTED       AZDT
 ET0901
 ET0901                          STATION DESCRIPTION
 ET0901
 ET0901'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0901'THE STATION IS LOCATED 2.9 MILES NORTH OF PAULDEN ALONG THE EAST SIDE
 ET0901'OF U.S. HIGHWAY 89.
 ET0901'
 ET0901'THE STATION MARK IS AN ADOT DISK STAMPED PAGE 1980.  IT IS SET IN A
 ET0901'DRILL HOLE IN BEDROCK 4 FEET WEST OF THE RIGHT OF WAY FENCELINE AND 4
 ET0901'FEET EAST OF THE WITNESS POST.
 ET0901'
 ET0901'REFERENCE MARK 1 IS AN ADOT DISK STAMPED PAGE RM 1 1980.  IT IS SET IN
 ET0901'A DRILL HOLE IN ROCK.
 ET0901'
 ET0901'REFERENCE MARK 2 IS AN ADOT DISK STAMPED PAGE RM 2 1980.  IT IS SET IN
 ET0901'A DRILL HOLE IN ROCK.
 ET0901'
 ET0901'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN, TRAVEL NORTH ON
 ET0901'U.S. HIGHWAY 89 FOR 2.89 MILES TO A LARGE HIGHWAY CUT ON THE RIGHT AND
 ET0901'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0499 ***********************************************************************
 GP0499  DESIGNATION -  PAGE
 GP0499  PID         -  GP0499
 GP0499  STATE/COUNTY-  AZ/COCONINO
 GP0499  USGS QUAD   -  PAGE (1985)
 GP0499
 GP0499                         *CURRENT SURVEY CONTROL
 GP0499  ___________________________________________________________________
 GP0499* NAD 83(1992)-  36 55 01.25894(N)    111 28 24.33383(W)     ADJUSTED  
 GP0499* NAVD 88     -      1296.8    (meters)    4255.     (feet)  VERTCON   
 GP0499  ___________________________________________________________________
 GP0499  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GP0499  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0499  HORZ ORDER  -  SECOND
 GP0499
 GP0499.The horizontal coordinates were established by classical geodetic methods
 GP0499.and adjusted by the National Geodetic Survey in August 1993.
 GP0499
 GP0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0499
 GP0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0499
 GP0499.The geoid height was determined by GEOID03.
 GP0499
 GP0499;                    North         East     Units Scale Factor Converg.
 GP0499;SPC AZ C     -   656,353.512   252,852.582   MT  0.99991921   +0 15 58.5
 GP0499;SPC AZ C     - 2,153,390.79    829,568.84   iFT  0.99991921   +0 15 58.5
 GP0499;UTM  12      - 4,085,771.439   457,830.543   MT  0.99962191   -0 17 03.7
 GP0499
 GP0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0499!SPC AZ C     -   0.99980021  x   0.99991921  =   0.99971943
 GP0499!UTM  12      -   0.99980021  x   0.99962191  =   0.99942219
 GP0499
 GP0499|---------------------------------------------------------------------|
 GP0499| PID    Reference Object                     Distance      Geod. Az  |
 GP0499|                                                           dddmmss.s |
 GP0499| CR7989 PAGE RM 1                             8.809 METERS 00216     |
 GP0499| CR7990 PAGE RM 2                             9.051 METERS 09143     |
 GP0499| GP0493 HOLES                               APPROX. 8.5 KM 2014031.6 |
 GP0499|---------------------------------------------------------------------|
 GP0499
 GP0499                          SUPERSEDED SURVEY CONTROL
 GP0499
 GP0499  NAD 83(1986)-  36 55 01.25409(N)    111 28 24.33520(W) AD(       ) 2
 GP0499  NGVD 29 (07/12/88) 1295.9    (m)         4252.     (f) VERT ANG    3  
 GP0499
 GP0499.Superseded values are not recommended for survey control.
 GP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0499.See file dsdata.txt to determine how the superseded data were derived.
 GP0499
 GP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5783185771(NAD 83)
 GP0499_MARKER: DS = TRIANGULATION STATION DISK
 GP0499_SETTING: 66 = SET IN ROCK OUTCROP
 GP0499_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0499+STABILITY: POSITION/ELEVATION WELL
 GP0499
 GP0499  HISTORY     - Date     Condition        Report By
 GP0499  HISTORY     - 1983     MONUMENTED       AZDT
 GP0499
 GP0499                          STATION DESCRIPTION
 GP0499
 GP0499'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0499'THE STATION IS LOCATED 3/4 MILE SOUTHWEST OF PAGE ON THE SANDSTONE
 GP0499'NOSE THAT PROTRUDES TO THE WEST BETWEEN THE TWO HIGHWAYS WHICH LEAD TO
 GP0499'PAGE.
 GP0499'
 GP0499'THE STATION MARK IS AN AZDT DISK STAMPED---PAGE 1983---.  IT IS SET IN
 GP0499'A DRILL HOLE IN SANDSTONE.
 GP0499'
 GP0499'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PAGE RM 1 1983---.  IT IS
 GP0499'SET IN A DRILL HOLE IN SANDSTONE.
 GP0499'
 GP0499'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PAGE RM 2 1983---.  IT IS
 GP0499'SET IN A DRILL HOLE IN SANDSTONE.
 GP0499'
 GP0499'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL SOUTH ALONG
 GP0499'ELM STREET FOR 0.05 MILE TO 6TH AVENUE.  TURN RIGHT AND TRAVEL WEST
 GP0499'0.1 MILE TO NAVEAJO DRIVE.  TURN LEFT AND TRAVEL SOUTHWEST FOR 0.45
 GP0499'MILE TO DATE STREET.  TURN RIGHT ON TRAIL ROAD LEADING BETWEEN 2
 GP0499'HOUSES AND FOLLOW TRAIL ROAD DOWN TO THE LARGE ROCK OUTCROP WHICH IS
 GP0499'ABOUT 1/4 MILE AND END OF TRUCK TRAVEL.  PACK WEST ON THE SANDSTONE
 GP0499'FOR ABOUT 200 FEET TO THE STATION ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0572 ***********************************************************************
 GP0572  DESIGNATION -  PAGE MUN AIRPORT BEACON
 GP0572  PID         -  GP0572
 GP0572  STATE/COUNTY-  AZ/COCONINO
 GP0572  USGS QUAD   -  PAGE (1985)
 GP0572
 GP0572                         *CURRENT SURVEY CONTROL
 GP0572  ___________________________________________________________________
 GP0572* NAD 83(1992)-  36 55 25.22669(N)    111 26 56.91430(W)     ADJUSTED  
 GP0572* NAVD 88     -      1303.     (meters)    4275.     (feet)  SCALED    
 GP0572  ___________________________________________________________________
 GP0572  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GP0572  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0572  HORZ ORDER  -  THIRD
 GP0572
 GP0572.This mark is at Page Municipal Airport (PGA)
 GP0572
 GP0572.The horizontal coordinates were established by classical geodetic methods
 GP0572.and adjusted by the National Geodetic Survey in August 1993.
 GP0572
 GP0572.The orthometric height was scaled from a topographic map.
 GP0572
 GP0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0572
 GP0572.The geoid height was determined by GEOID03.
 GP0572
 GP0572;                    North         East     Units Scale Factor Converg.
 GP0572;SPC AZ C     -   657,102.621   255,012.599   MT  0.99992137   +0 16 51.1
 GP0572;SPC AZ C     - 2,155,848.49    836,655.51   iFT  0.99992137   +0 16 51.1
 GP0572;SPC UT S     - 3,028,525.170   504,531.686   MT  1.00006314   +0 01 52.2
 GP0572;UTM  12      - 4,086,499.537   459,997.010   MT  0.99961971   -0 16 11.4
 GP0572
 GP0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0572!SPC AZ C     -   0.99979925  x   0.99992137  =   0.99972064
 GP0572!SPC UT S     -   0.99979925  x   1.00006314  =   0.99986238
 GP0572!UTM  12      -   0.99979925  x   0.99961971  =   0.99941904
 GP0572
 GP0572                          SUPERSEDED SURVEY CONTROL
 GP0572
 GP0572  NAD 83(1986)-  36 55 25.22159(N)    111 26 56.91598(W) AD(       ) 4
 GP0572  NAD 27      -  36 55 25.26525(N)    111 26 54.35655(W) AD(       ) 3
 GP0572
 GP0572.Superseded values are not recommended for survey control.
 GP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0572.See file dsdata.txt to determine how the superseded data were derived.
 GP0572
 GP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5999786500(NAD 83)
 GP0572_MARKER: 21 = AIRPORT BEACON
 GP0572
 GP0572  HISTORY     - Date     Condition        Report By
 GP0572  HISTORY     - 1963     FIRST OBSERVED   CGS
 GP0572
 GP0572                          STATION DESCRIPTION
 GP0572
 GP0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0572'THE STATION IS A 4-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 GP0572'RED AND WHITE, APPROXIMATELY 60 FEET HIGH.  IT IS LOCATED AT THE
 GP0572'MUNICIPAL AIRPORT AT PAGE, ARIZONA, 246 FEET NORTHEAST OF THE
 GP0572'NORTHEAST CORNER OF THE MAIN HANGAR AND ABOUT 300 FEET WEST OF THE
 GP0572'MAIN NORTH-SOUTH RUNWAY.
 GP0572'
 GP0572'A TRAVERSE CONNECTION WAS MADE FROM THE DETERMINED CENTER OF THE
 GP0572'TOWER TO TRAINGULATION STATION PAGEAIR, THE DISTANCE BEING 0.133
 GP0572'METERS WEST OF STATION PAGEAIR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0574 ***********************************************************************
 GP0574  DESIGNATION -  PAGE MUNICIPAL TANK
 GP0574  PID         -  GP0574
 GP0574  STATE/COUNTY-  AZ/COCONINO
 GP0574  USGS QUAD   -  PAGE (1985)
 GP0574
 GP0574                         *CURRENT SURVEY CONTROL
 GP0574  ___________________________________________________________________
 GP0574* NAD 83(1992)-  36 54 30.37323(N)    111 27 13.81668(W)     ADJUSTED  
 GP0574* NAVD 88     -              **(meters)            **(feet)            
 GP0574  ___________________________________________________________________
 GP0574  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GP0574  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0574  HORZ ORDER  -  THIRD
 GP0574
 GP0574.The horizontal coordinates were established by classical geodetic methods
 GP0574.and adjusted by the National Geodetic Survey in August 1993.
 GP0574
 GP0574
 GP0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0574
 GP0574.The geoid height was determined by GEOID03.
 GP0574
 GP0574;                    North         East     Units Scale Factor Converg.
 GP0574;SPC AZ C     -   655,409.784   254,602.504   MT  0.99992095   +0 16 40.6
 GP0574;SPC AZ C     - 2,150,294.57    835,310.05   iFT  0.99992095   +0 16 40.6
 GP0574;SPC UT S     - 3,026,833.892   504,114.157   MT  1.00006713   +0 01 41.8
 GP0574;UTM  12      - 4,084,811.227   459,570.796   MT  0.99962014   -0 16 21.2
 GP0574
 GP0574                          SUPERSEDED SURVEY CONTROL
 GP0574
 GP0574  NAD 83(1986)-  36 54 30.36933(N)    111 27 13.81846(W) AD(       ) 4
 GP0574  NAD 27      -  36 54 30.41125(N)    111 27 11.25906(W) AD(       ) 3
 GP0574
 GP0574.Superseded values are not recommended for survey control.
 GP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0574.See file dsdata.txt to determine how the superseded data were derived.
 GP0574
 GP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5957184811(NAD 83)
 GP0574_MARKER: 53 = ELEVATED TANK
 GP0574
 GP0574  HISTORY     - Date     Condition        Report By
 GP0574  HISTORY     - 1963     FIRST OBSERVED   CGS
 GP0574  HISTORY     - 1971     GOOD             NGS
 GP0574  HISTORY     - 1978     GOOD             NGS
 GP0574
 GP0574                          STATION DESCRIPTION
 GP0574
 GP0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0574'THE STATION IS A 4-LEGGED STEEL STRUCTURE, APRPOXIMATELY 90 FEET
 GP0574'HIGH, PAINTED ALTERNATELY RED AND WHITE, LOCATED AT THE SOUTH
 GP0574'EDGE OF PAGE, ARIZONA.  THE POINT INTERSECTED IS AN OBSTRUCTION
 GP0574'LIGHT ON TOP OF THE TANK.
 GP0574
 GP0574                          STATION RECOVERY (1971)
 GP0574
 GP0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLW)
 GP0574'RECOVERED AS DESCRIBED IN DATED JULY 1966.
 GP0574'
 GP0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PAGE
 GP0574
 GP0574                          STATION RECOVERY (1978)
 GP0574
 GP0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 GP0574'RECOVERED AS DESCRIBED EXCEPT THAT THE TANK IS PAINTED GREEN.
 GP0574'
 GP0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5791 ***********************************************************************
 DH5791  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5791  DESIGNATION -  PAGE SPRINGS
 DH5791  PID         -  DH5791
 DH5791  STATE/COUNTY-  AZ/YAVAPAI
 DH5791  USGS QUAD   -  PAGE SPRINGS (1969)
 DH5791
 DH5791                         *CURRENT SURVEY CONTROL
 DH5791  ___________________________________________________________________
 DH5791* NAD 83(2007)-  34 45 25.39645(N)    111 53 13.49898(W)     ADJUSTED  
 DH5791* NAVD 88     -      1109.22   (meters)    3639.2    (feet)  GPS OBS   
 DH5791  ___________________________________________________________________
 DH5791  EPOCH DATE  -        2007.00
 DH5791  X           -  -1,955,868.472 (meters)                     COMP
 DH5791  Y           -  -4,868,546.910 (meters)                     COMP
 DH5791  Z           -   3,616,374.371 (meters)                     COMP
 DH5791  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 DH5791  ELLIP HEIGHT-        1083.898 (meters)          (02/10/07) ADJUSTED
 DH5791  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 DH5791
 DH5791  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5791  Type    PID    Designation                      North   East  Ellip
 DH5791  -------------------------------------------------------------------
 DH5791  NETWORK DH5791 PAGE SPRINGS                      0.88   0.82   2.84
 DH5791  -------------------------------------------------------------------
 DH5791
 DH5791.The horizontal coordinates were established by GPS observations
 DH5791.and adjusted by the National Geodetic Survey in February 2007.
 DH5791
 DH5791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5791.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5791.The horizontal coordinates are valid at the epoch date displayed above.
 DH5791.The epoch date for horizontal control is a decimal equivalence
 DH5791.of Year/Month/Day.
 DH5791
 DH5791.The orthometric height was determined by GPS observations and a
 DH5791.high-resolution geoid model.
 DH5791.The orthometric height was determined by GPS observations and a
 DH5791.high-resolution geoid model using precise GPS observation and
 DH5791.processing techniques.
 DH5791
 DH5791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5791
 DH5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5791
 DH5791.The ellipsoidal height was determined by GPS observations
 DH5791.and is referenced to NAD 83.
 DH5791
 DH5791.The geoid height was determined by GEOID03.
 DH5791
 DH5791;                    North         East     Units Scale Factor Converg.
 DH5791;SPC AZ C     -   416,625.344   216,068.321   MT  0.99990009   +0 01 00.7
 DH5791;SPC AZ C     - 1,366,881.05    708,885.57   iFT  0.99990009   +0 01 00.7
 DH5791;UTM  12      - 3,846,460.199   418,812.535   MT  0.99968124   -0 30 20.7
 DH5791
 DH5791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5791!SPC AZ C     -   0.99982989  x   0.99990009  =   0.99973000
 DH5791!UTM  12      -   0.99982989  x   0.99968124  =   0.99951118
 DH5791
 DH5791                          SUPERSEDED SURVEY CONTROL
 DH5791
 DH5791  NAD 83(1992)-  34 45 25.39590(N)    111 53 13.49856(W) AD(       ) A
 DH5791  ELLIP H (05/31/05) 1083.903  (m)                       GP(       ) 4 2
 DH5791
 DH5791.Superseded values are not recommended for survey control.
 DH5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5791.See file dsdata.txt to determine how the superseded data were derived.
 DH5791
 DH5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1881346460(NAD 83)
 DH5791_MARKER: DD = SURVEY DISK
 DH5791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH5791+WITH SETTING: INFORMATION.
 DH5791_STAMPING: GPS PT PS01 LS 21078
 DH5791_MARK LOGO: NONE  
 DH5791_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH5791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5791+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DH5791
 DH5791  HISTORY     - Date     Condition        Report By
 DH5791  HISTORY     - 20051215 MONUMENTED       SHEPH
 DH5791
 DH5791                          STATION DESCRIPTION
 DH5791
 DH5791'DESCRIBED BY SHEPHARD-WESNITZER INC 2005 (MLD)
 DH5791'STATION FOUND DESTROYED 0N 12/24/03.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0569 ***********************************************************************
 GP0569  DESIGNATION -  PAGEAIR
 GP0569  PID         -  GP0569
 GP0569  STATE/COUNTY-  AZ/COCONINO
 GP0569  USGS QUAD   -  PAGE (1985)
 GP0569
 GP0569                         *CURRENT SURVEY CONTROL
 GP0569  ___________________________________________________________________
 GP0569* NAD 83(1992)-  36 55 25.22617(N)    111 26 56.90897(W)     ADJUSTED  
 GP0569* NAVD 88     -      1302.60   (+/-2cm)    4273.6    (feet)  VERTCON   
 GP0569  ___________________________________________________________________
 GP0569  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GP0569  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0569  HORZ ORDER  -  SECOND
 GP0569  VERT ORDER  -  THIRD ? (See Below)
 GP0569
 GP0569.This mark is at Page Municipal Airport (PGA)
 GP0569
 GP0569.The horizontal coordinates were established by classical geodetic methods
 GP0569.and adjusted by the National Geodetic Survey in August 1993.
 GP0569
 GP0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0569.The vertical order pertains to the NGVD 29 superseded value.
 GP0569
 GP0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0569
 GP0569.The geoid height was determined by GEOID03.
 GP0569
 GP0569;                    North         East     Units Scale Factor Converg.
 GP0569;SPC AZ C     -   657,102.606   255,012.731   MT  0.99992137   +0 16 51.1
 GP0569;SPC AZ C     - 2,155,848.44    836,655.94   iFT  0.99992137   +0 16 51.1
 GP0569;SPC UT S     - 3,028,525.154   504,531.818   MT  1.00006314   +0 01 52.2
 GP0569;UTM  12      - 4,086,499.520   459,997.142   MT  0.99961971   -0 16 11.4
 GP0569
 GP0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0569!SPC AZ C     -   0.99979930  x   0.99992137  =   0.99972069
 GP0569!SPC UT S     -   0.99979930  x   1.00006314  =   0.99986243
 GP0569!UTM  12      -   0.99979930  x   0.99961971  =   0.99941909
 GP0569
 GP0569:                Primary Azimuth Mark                     Grid Az
 GP0569:SPC AZ C     -  PAGEAIR AZ MK                            006 05 03.3
 GP0569:SPC UT S     -  PAGEAIR AZ MK                            006 20 02.2
 GP0569:UTM  12      -  PAGEAIR AZ MK                            006 38 05.8
 GP0569
 GP0569|---------------------------------------------------------------------|
 GP0569| PID    Reference Object                     Distance      Geod. Az  |
 GP0569|                                                           dddmmss.s |
 GP0569| CH3845 PAGEAIR AZ MK                                      0062154.4 |
 GP0569| CH3846 PAGEAIR RM 1                         74.914 METERS 18343     |
 GP0569| CH3847 PAGEAIR RM 2                         57.625 METERS 26504     |
 GP0569| GP0572 PAGE MUN AIRPORT BEACON               0.133 METERS 27656     |
 GP0569|---------------------------------------------------------------------|
 GP0569
 GP0569                          SUPERSEDED SURVEY CONTROL
 GP0569
 GP0569  NAD 83(1986)-  36 55 25.22106(N)    111 26 56.91064(W) AD(       ) 2
 GP0569  NAD 27      -  36 55 25.26473(N)    111 26 54.35121(W) AD(       ) 2
 GP0569  NGVD 29 (07/19/86) 1301.70   (m)         4270.7    (f) LEVELING    3  
 GP0569
 GP0569.Superseded values are not recommended for survey control.
 GP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0569.See file dsdata.txt to determine how the superseded data were derived.
 GP0569
 GP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5999786500(NAD 83)
 GP0569_MARKER: DS = TRIANGULATION STATION DISK
 GP0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GP0569
 GP0569  HISTORY     - Date     Condition        Report By
 GP0569  HISTORY     - 1963     MONUMENTED       CGS
 GP0569  HISTORY     - 1978     SEE DESCRIPTION  NGS
 GP0569  HISTORY     - 1982     MARK NOT FOUND   NGS
 GP0569  HISTORY     - 19951211 MARK NOT FOUND   CHANCE
 GP0569
 GP0569                          STATION DESCRIPTION
 GP0569
 GP0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 GP0569'THE STATION IS AT THE PAGE AIRPORT UNDER THE BEACON LIGHT TOWER,
 GP0569'246 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN HANGAR
 GP0569'BUILDING.
 GP0569'
 GP0569'THE STATION MARK, STAMPED PAGEAIR 1963, IS A STANDARD DISK SET
 GP0569'IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 GP0569'
 GP0569'REFERENCE MARK 1, STAMPED PAGEAIR NO 1 1963, IS A STANDARD DISK
 GP0569'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALKWAY, 2.8 FEET
 GP0569'NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN HANGAR BUILDING.
 GP0569'
 GP0569'REFERENCE MARK 2, STAMPED PAGEAIR NO 2 1963, IS A STANDARD DISK
 GP0569'SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 2 FEET
 GP0569'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 GP0569'FENCE LINE.
 GP0569'
 GP0569'THE AZIMUTH MARK IS A BUREAU OF RECLAMATION AZIMUTH MARK DISK
 GP0569'SET IN THE TOP OF A SOIL PIPE ABOUT 10 INCHES IN DIAMETER AND
 GP0569'PROJECTING ABOUT 8 INCHES.  IT IS STAMPED AERO 1958 B.M.
 GP0569'
 GP0569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 GP0569'EAST EDGE OF THE MAIN RUNWAY FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 GP0569'TURN RIGHT FOR 25 YARDS, THENCE LEFT FOR 0.15 MILE TO THE MARK
 GP0569'ON THE RIGHT.
 GP0569'
 GP0569'TOPO STATION PAGE AIRPORT ARP IS A STANDARD DISK SET IN A SQUARE
 GP0569'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 0.15 MILE NORTH OF THE
 GP0569'STATION, 100 FEET WEST OF THE WEST EDGE OF THE RUNWAY AND 77 FEET
 GP0569'EAST OF A METAL WITNESS POST WITH SIGN.  IT IS STAMPED A.R.P.
 GP0569'1962.
 GP0569
 GP0569                          STATION RECOVERY (1978)
 GP0569
 GP0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 GP0569'THE STATION MARK HAS BEEN DESTROYED.  RM 1 WAS RECOVERED AS
 GP0569'DESCRIBED. RM 2 AND THE AZIMUTH MARK WERE NOT SEARCHED FOR.  THE
 GP0569'DESCRIPTION FOR ARP HAS BEEN AMENDED AS FOLLOWS--
 GP0569'
 GP0569'111 FEET WEST OF THE FIRST RUNWAY LIGHT NORTH OF PAVED RAMP AREA AT
 GP0569'CENTER OF FIELD.
 GP0569'
 GP0569'162 FEET SOUTH OF SECOND RUNWAY LIGHT NORTH OF PAVED RAMP AREA.
 GP0569'
 GP0569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PAGE.
 GP0569
 GP0569                          STATION RECOVERY (1982)
 GP0569
 GP0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 GP0569'THE STATION WAS NOT RECOVERED.  IT NOW LIES UNDER THE RAMP AREA.
 GP0569'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GP0569'REFERENCE MARK 2 WAS NOT RECOVERED.  THE AZIMUTH MARK WAS NOT
 GP0569'SEARCHED FOR.
 GP0569'
 GP0569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PAGE MUNICIPAL
 GP0569'AIRPORT.
 GP0569
 GP0569                          STATION RECOVERY (1995)
 GP0569
 GP0569'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 GP0569'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 GP0569'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1918 ***********************************************************************
 DV1918  DESIGNATION -  PAINTED
 DV1918  PID         -  DV1918
 DV1918  STATE/COUNTY-  AZ/MARICOPA
 DV1918  USGS QUAD   -  DENDORA VALLEY (1986)
 DV1918
 DV1918                         *CURRENT SURVEY CONTROL
 DV1918  ___________________________________________________________________
 DV1918* NAD 83(1992)-  33 00 55.38584(N)    113 01 29.49335(W)     ADJUSTED  
 DV1918* NAVD 88     -       443.5    (meters)    1455.     (feet)  VERTCON   
 DV1918  ___________________________________________________________________
 DV1918  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DV1918  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DV1918  HORZ ORDER  -  FIRST
 DV1918
 DV1918.The horizontal coordinates were established by classical geodetic methods
 DV1918.and adjusted by the National Geodetic Survey in August 1993.
 DV1918
 DV1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1918
 DV1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1918
 DV1918.The geoid height was determined by GEOID03.
 DV1918
 DV1918;                    North         East     Units Scale Factor Converg.
 DV1918;SPC AZ C     -   224,003.248   109,821.528   MT  1.00003214   -0 36 13.9
 DV1918;SPC AZ C     -   734,918.79    360,306.85   iFT  1.00003214   -0 36 13.9
 DV1918;UTM  12      - 3,654,813.974   310,862.799   MT  1.00004109   -1 06 13.0
 DV1918
 DV1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1918!SPC AZ C     -   0.99993531  x   1.00003214  =   0.99996745
 DV1918!UTM  12      -   0.99993531  x   1.00004109  =   0.99997640
 DV1918
 DV1918|---------------------------------------------------------------------|
 DV1918| PID    Reference Object                     Distance      Geod. Az  |
 DV1918|                                                           dddmmss.s |
 DV1918| CH3849 PAINTED RM 1                          4.671 METERS 01338     |
 DV1918| CH3848 PAINTED RM 3 AZIMUTH                               2911501.7 |
 DV1918| CH3850 PAINTED RM 2                          6.114 METERS 32259     |
 DV1918|---------------------------------------------------------------------|
 DV1918
 DV1918                          SUPERSEDED SURVEY CONTROL
 DV1918
 DV1918  NAD 83(1986)-  33 00 55.37966(N)    113 01 29.49889(W) AD(       ) 1
 DV1918  NAD 27      -  33 00 55.21000(N)    113 01 26.86100(W) AD(       ) 1
 DV1918  NGVD 29 (06/20/88)  442.9    (m)         1453.     (f) VERT ANG    3  
 DV1918
 DV1918.Superseded values are not recommended for survey control.
 DV1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1918.See file dsdata.txt to determine how the superseded data were derived.
 DV1918
 DV1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1086354814(NAD 83)
 DV1918_MARKER: DS = TRIANGULATION STATION DISK
 DV1918_SETTING: 66 = SET IN ROCK OUTCROP
 DV1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1918
 DV1918  HISTORY     - Date     Condition        Report By
 DV1918  HISTORY     - 1934     MONUMENTED       CGS
 DV1918  HISTORY     - 1949     GOOD             USGS
 DV1918  HISTORY     - 1956     GOOD             CGS
 DV1918  HISTORY     - 1960     GOOD             CGS
 DV1918  HISTORY     - 1972     GOOD             AZHD
 DV1918
 DV1918                          STATION DESCRIPTION
 DV1918
 DV1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV1918'ABOUT 4 MILES SOUTH OF THE ROWLEY MINE IN THE PAINTED ROCK MOUNTAINS.
 DV1918'TO REACH FROM GILLA BEND TAKE U.S. HIGHWAY NO. 80 WEST FOR 23
 DV1918'MILES, TURN NORTH AND GO ONE-HALF MILE, THEN GO NORTH-NORTHEAST
 DV1918'ON MAIN TRAVELED ROAD 10.9 MILES, TURN RIGHT ONTO A DIM ROAD,
 DV1918'GO 0.6 MILE AND BEAR RIGHT ONTO A WELL TRAVELED ROAD, GO 0.2
 DV1918'MILE TO END OF TRUCK TRAVEL, JUST AFTER CROSSING A WASH, AND
 DV1918'CLIMB SOUTH TO THE TOP OF THE RIDGE AND FOLLOW IT SOUTH TO THE
 DV1918'STATION.  MARKED BY A STANDARD BRONZE REFERENCE DISK
 DV1918'IS 4.602 METERS (15.10 FEET) FROM STATION  N 13 DEG 38 MIN E.
 DV1918'REFERENCE MARK NO. 2, A STANDARD BRONZE
 DV1918'REFERENCE DISK IS 6.570 METERS (21.56 FEET) FROM
 DV1918'STATION N 37 DEG 03 MIN W.  THE AZIMUTH MARK, A
 DV1918'STANDARD BRONZE DISK IS ABOUT 200 YARDS TO THE
 DV1918'LEFT OF THE MAIN TRAVELED ROAD ON A SMALL RIDGE AND
 DV1918'N 68 DEG 46 MIN W.
 DV1918
 DV1918                          STATION RECOVERY (1949)
 DV1918
 DV1918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV1918'RECOVERED AS DESCRIBED BY NGS.  AZ POWER AND LIGHT CO. HAS
 DV1918'CONSTRUCTED A DIRECTIONAL ANTENNA STATION CONSISTING OF A SMALL
 DV1918'STEEL BUILDING, 2 STEEL MASTS AND 1 POWER POLE.
 DV1918
 DV1918                          STATION RECOVERY (1956)
 DV1918
 DV1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1918'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV1918'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 DV1918'FOR.
 DV1918'
 DV1918'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DV1918'
 DV1918'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF GILA BEND,
 DV1918'1 MILE SOUTH OF A QUARRY AND ABOUT 1.5 MILES SOUTH OF THE ROAD
 DV1918'LEADING TO PAINTED ROCK DAM.  IT IS SET ON THE HIGHEST HILL
 DV1918'AND AT THE NORTH END OF PAINTED RANGE, 37 FEET NORTH OF A TIN
 DV1918'BUILDING AND 15 FEET NORTHWEST OF A POWERLINE POLE.  IT IS
 DV1918'STAMPED PAINTED 1934 AND PROJECTS 4 INCHES.
 DV1918'
 DV1918'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF A POWERLINE POLE AND
 DV1918'2 FEET LOWER THEN THE STATION.  IT IS STAMPED PAINTED NO 1 1934
 DV1918'AND SET FLUSH.
 DV1918'
 DV1918'REFERENCE MARK NO. 2 IS SET ON THE SAME RIDGE AS THE STATION,
 DV1918'2 FEET LOWER IN ELEVATION AND STAMPED PAINTED NO 2 1934.  SET
 DV1918'FLUSH.
 DV1918'
 DV1918'TO REACH FROM THE POST OFFICE IN GILE BEND GO WEST ON U.S.
 DV1918'HIGHWAY 80 FOR 13.9 MILE TO A SIDE ROAD RIGHT AND SIGN PAINTED
 DV1918'ROCK DAM, TURN RIGHT, AND GO 10.4 MILES TO A FORK AND A QUARRY ON
 DV1918'THE LEFT, TURN LEFT AND CROSS QUARRY AND CREEK, CONTINUE SOUTH
 DV1918'AND GO ACROSS COUNTRY KEEPING ON THE RIGHT SIDE OF THE HILL FOR
 DV1918'0.8 MILES TO THE END OF TRUCK TRAVEL, FROM HERE PACK EAST AND
 DV1918'SOUTHEAST TO THE TOP OF THE HILL AND STATION.  A 1 HOUR PACK.
 DV1918
 DV1918                          STATION RECOVERY (1960)
 DV1918
 DV1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DV1918'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DV1918'1956 AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 DV1918'RECOVERED.  DUE TO CHANGES IN THE TERRAIN A NEW TO REACH FOLLOWS.
 DV1918'
 DV1918'TO REACH FROM THE POST OFFICE AT GILA BEND GO WEST ON U.S. HIGHWAY
 DV1918'80 FOR 13.9 MILES TO THE PAINTED ROCK ROAD INTERCHANGE.  TAKE
 DV1918'EXIT ROAD THENCE NORTH AND NORTHWEST ON PAVED ROAD FOR 10.4 MILES
 DV1918'TO A POWER SUB-STATION AND QUARRY ON THE LEFT.  TURN LEFT,
 DV1918'SOUTHERLY, PASSING BETWEEN THE QUARRY AND THE SUB-STATION AND
 DV1918'GO 0.3 MILE TO A WASH, THENCE WESTERLY ALONG THE NORTH SIDE OF
 DV1918'THE WASH FOR 0.2 MILE, CROSS WASH AND GO 0.5 MILE SOUTHEAST,
 DV1918'CROSS COUNTRY, TO END OF TRUCK TRAVEL.
 DV1918'POSSIBLE TO DRIVE TO THE BASE OF THE STATION HILL BUT IT IS
 DV1918'VERY ROUGH.  PACK SOUTH-SOUTHEAST TO THE CREST OF ROCKY RIDGE,
 DV1918'THENCE EAST TO THE HIGHEST POINT AND THE STATION.  1
 DV1918'HOUR PACK.
 DV1918'
 DV1918'THE AZIMUTH MARK, STAMPED PAINTED AZIMUTH NO 3 1934, IS A
 DV1918'STANDARD REFERENCE DISK CEMENTED IN A DRILL HOLE IN A LARGE
 DV1918'BOULDER.  TO REACH FROM THE SUB-STATION GO SOUTHWEST ON GRAVEL
 DV1918'ROAD PER SIGN OATMAN MOUNTAIN RADAR SITE FOR 0.7 MILE TO A ROCKY
 DV1918'KNOLL AND THE MARK ON THE HIGHEST POINT.
 DV1918'
 DV1918'4-WHEEL DRIVE
 DV1918
 DV1918                          STATION RECOVERY (1972)
 DV1918
 DV1918'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1918'GENERAL LOCATION YUMA TO STEWART DAM
 DV1918'
 DV1918'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV1918'
 DV1918'STATION MARK STD. USC AND GS B.
 DV1918'
 DV1918'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1948 ***********************************************************************
 CZ1948  DESIGNATION -  PAISANO
 CZ1948  PID         -  CZ1948
 CZ1948  STATE/COUNTY-  AZ/PINAL
 CZ1948  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1948
 CZ1948                         *CURRENT SURVEY CONTROL
 CZ1948  ___________________________________________________________________
 CZ1948* NAD 83(1992)-  32 54 46.50720(N)    111 17 24.00722(W)     ADJUSTED  
 CZ1948* NAVD 88     -       594.6    (meters)    1951.     (feet)  VERTCON   
 CZ1948  ___________________________________________________________________
 CZ1948  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CZ1948  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1948  HORZ ORDER  -  SECOND
 CZ1948
 CZ1948.The horizontal coordinates were established by classical geodetic methods
 CZ1948.and adjusted by the National Geodetic Survey in August 1993.
 CZ1948
 CZ1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1948
 CZ1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1948
 CZ1948.The geoid height was determined by GEOID03.
 CZ1948
 CZ1948;                    North         East     Units Scale Factor Converg.
 CZ1948;SPC AZ C     -   212,269.048   271,975.910   MT  0.99994235   +0 20 25.9
 CZ1948;SPC AZ C     -   696,420.76    892,309.42   iFT  0.99994235   +0 20 25.9
 CZ1948;UTM  12      - 3,641,670.456   472,882.592   MT  0.99960907   -0 09 27.3
 CZ1948
 CZ1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1948!SPC AZ C     -   0.99991124  x   0.99994235  =   0.99985359
 CZ1948!UTM  12      -   0.99991124  x   0.99960907  =   0.99952034
 CZ1948
 CZ1948|---------------------------------------------------------------------|
 CZ1948| PID    Reference Object                     Distance      Geod. Az  |
 CZ1948|                                                           dddmmss.s |
 CZ1948| CH6036 PAISANO RM 1                         13.450 METERS 09400     |
 CZ1948| CH6037 PAISANO RM 2                         18.286 METERS 19023     |
 CZ1948| CZ1950 CHAR                                APPROX. 3.6 KM 3204122.1 |
 CZ1948|---------------------------------------------------------------------|
 CZ1948
 CZ1948                          SUPERSEDED SURVEY CONTROL
 CZ1948
 CZ1948  NAD 83(1986)-  32 54 46.49994(N)    111 17 24.00676(W) AD(       ) 2
 CZ1948  NAD 27      -  32 54 46.26160(N)    111 17 21.59619(W) AD(       ) 2
 CZ1948  NGVD 29 (07/19/86)  594.1    (m)         1949.     (f) VERT ANG    3  
 CZ1948
 CZ1948.Superseded values are not recommended for survey control.
 CZ1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1948.See file dsdata.txt to determine how the superseded data were derived.
 CZ1948
 CZ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7288341670(NAD 83)
 CZ1948_MARKER: DD = SURVEY DISK
 CZ1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1948+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CZ1948
 CZ1948  HISTORY     - Date     Condition        Report By
 CZ1948  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1948  HISTORY     - 19950921 GOOD             USPSQD
 CZ1948  HISTORY     - 20070324 GOOD             GEOCAC
 CZ1948
 CZ1948                          STATION DESCRIPTION
 CZ1948
 CZ1948'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1948'THE STATION IS ABOUT 10 MILES SOUTHEAST OF FLORENCE 14.4 MILES
 CZ1948'EAST SOUTHEAST OF COOLIDGE IN THE EAST RIGHT-OF-WAY OF
 CZ1948'U.S. HWY. 80-89.
 CZ1948'
 CZ1948'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED PAISANO 1977
 CZ1948'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 CZ1948'56 FEET EAST OF HWY. CENTERLINE AND MARKED WITH A WITNESS POST
 CZ1948'AND SIGN 2.7 FEET EAST.
 CZ1948'
 CZ1948'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED PAISANO
 CZ1948'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1948'PROJECTING 0.3 FEET.  THE MARK IS ABOUT 8 FEET WEST OF R/W
 CZ1948'FENCE LINE.
 CZ1948'
 CZ1948'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED PAISANO
 CZ1948'RM 2 1977 AND IS EPOXIED TO NORTH END OF EAST HEADWALL OF A
 CZ1948'CONCRETE CULVERT.
 CZ1948'
 CZ1948'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA ROUTE 287
 CZ1948'AND U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, TRAVEL SOUTH ON
 CZ1948'HWY. 80-89 TO MILE POST 123.64 AND THE STATION IN THE EAST R/W.
 CZ1948'
 CZ1948'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1948
 CZ1948                          STATION RECOVERY (1995)
 CZ1948
 CZ1948'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1948'RECOVERED IN GOOD CONDITION.
 CZ1948
 CZ1948                          STATION RECOVERY (2007)
 CZ1948
 CZ1948'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1296 ***********************************************************************
 DA1296  DESIGNATION -  PAISANO
 DA1296  PID         -  DA1296
 DA1296  STATE/COUNTY-  AZ/MARICOPA
 DA1296  USGS QUAD   -  OKIE WELL (1990)
 DA1296
 DA1296                         *CURRENT SURVEY CONTROL
 DA1296  ___________________________________________________________________
 DA1296* NAD 83(1992)-  32 31 00.44711(N)    113 09 31.52471(W)     ADJUSTED  
 DA1296* NAVD 88     -       629.3    (meters)    2065.     (feet)  VERTCON   
 DA1296  ___________________________________________________________________
 DA1296  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DA1296  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DA1296  HORZ ORDER  -  THIRD
 DA1296
 DA1296.The horizontal coordinates were established by classical geodetic methods
 DA1296.and adjusted by the National Geodetic Survey in August 1993.
 DA1296
 DA1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1296
 DA1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1296
 DA1296.The geoid height was determined by GEOID03.
 DA1296
 DA1296;                    North         East     Units Scale Factor Converg.
 DA1296;SPC AZ C     -   168,848.947    96,661.863   MT  1.00006788   -0 40 03.9
 DA1296;SPC AZ C     -   553,966.36    317,132.10   iFT  1.00006788   -0 40 03.9
 DA1296;UTM  12      - 3,599,774.432   297,225.454   MT  1.00010705   -1 09 39.0
 DA1296
 DA1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1296!SPC AZ C     -   0.99990622  x   1.00006788  =   0.99997410
 DA1296!UTM  12      -   0.99990622  x   1.00010705  =   1.00001326
 DA1296
 DA1296:                Primary Azimuth Mark                     Grid Az
 DA1296:SPC AZ C     -  GRANITE                                  235 32 05.9
 DA1296:UTM  12      -  GRANITE                                  236 01 41.0
 DA1296
 DA1296|---------------------------------------------------------------------|
 DA1296| PID    Reference Object                     Distance      Geod. Az  |
 DA1296|                                                           dddmmss.s |
 DA1296| DA1414 GRANITE                             APPROX.17.2 KM 2345202.0 |
 DA1296|---------------------------------------------------------------------|
 DA1296
 DA1296                          SUPERSEDED SURVEY CONTROL
 DA1296
 DA1296  NAD 83(1986)-  32 31 00.42780(N)    113 09 31.53041(W) AD(       ) 3
 DA1296  NGVD 29 (06/20/88)  628.7    (m)         2063.     (f) VERT ANG    3  
 DA1296
 DA1296.Superseded values are not recommended for survey control.
 DA1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1296.See file dsdata.txt to determine how the superseded data were derived.
 DA1296
 DA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA9722599774(NAD 83)
 DA1296_MARKER: DS = TRIANGULATION STATION DISK
 DA1296_SETTING: 66 = SET IN ROCK OUTCROP
 DA1296_SP_SET: SET IN BEDROCK
 DA1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1296+STABILITY: POSITION/ELEVATION WELL
 DA1296
 DA1296  HISTORY     - Date     Condition        Report By
 DA1296  HISTORY     - 1948     MONUMENTED       USGS
 DA1296  HISTORY     - 1962     GOOD             AMS
 DA1296
 DA1296                          STATION DESCRIPTION
 DA1296
 DA1296'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1296'LOCATED ABOUT 8.0 MI NE. OF MIDDLE PEAK OF GRANITE MOUNTAINS.  ON
 DA1296'NORTHERNMOST POINT OF GROWLER MTNS.
 DA1296'
 DA1296'TO REACH FROM GILA BEND, DRIVE 33.6 MI SW. ALONG STATE HWY. 85 TO
 DA1296'RD. NW.  FOLLOW RD. 18.2 MI TO DIM RD. WSW.  FOLLOW DIM RD. SW.
 DA1296'3.4 MI TO BASE OF PROMINENT POINTED HILL.  PACK UP NORTH SLOPE TO
 DA1296'HIGHEST POINT AND STATION.  A 40-MINUTE PACK.
 DA1296'
 DA1296'STATION MARK--STANDARD TABLET STAMPED---PAISANO 1948---, CEMENTED
 DA1296'IN BEDROCK.
 DA1296'
 DA1296'RM 1--STANDARD RM TABLET STAMPED---NO 1 1948---, CEMENTED IN FLAT
 DA1296'EMBEDDED BOULDER.
 DA1296'
 DA1296'RM 2--STANDARD RM TABLET STAMPED---NO 2 1948---, CEMENTED IN
 DA1296'BEDROCK.
 DA1296
 DA1296                          STATION RECOVERY (1962)
 DA1296
 DA1296'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1296'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 DA1296'REACHED BY HELICOPTER.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0397 ***********************************************************************
 GQ0397  DESIGNATION -  PAKOON
 GQ0397  PID         -  GQ0397
 GQ0397  STATE/COUNTY-  AZ/MOHAVE
 GQ0397  USGS QUAD   -  PAKOON SPRINGS (1971)
 GQ0397
 GQ0397                         *CURRENT SURVEY CONTROL
 GQ0397  ___________________________________________________________________
 GQ0397* NAD 83(1992)-  36 28 19.30198(N)    113 59 41.14368(W)     ADJUSTED  
 GQ0397* NAVD 88     -      1144.9    (meters)    3756.     (feet)  VERTCON   
 GQ0397  ___________________________________________________________________
 GQ0397  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 GQ0397  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 GQ0397  HORZ ORDER  -  THIRD
 GQ0397
 GQ0397.The horizontal coordinates were established by classical geodetic methods
 GQ0397.and adjusted by the National Geodetic Survey in August 1993.
 GQ0397
 GQ0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0397
 GQ0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0397
 GQ0397.The geoid height was determined by GEOID03.
 GQ0397
 GQ0397;                    North         East     Units Scale Factor Converg.
 GQ0397;SPC AZ W     -   606,933.595   191,425.049   MT  0.99993926   -0 08 43.8
 GQ0397;SPC AZ W     - 1,991,251.95    628,034.94   iFT  0.99993926   -0 08 43.8
 GQ0397;SPC NV E     - 8,192,216.425   342,364.178   MT  1.00014963   +0 56 40.0
 GQ0397;SPC NV E     -26,877,296.72  1,123,239.81   sFT  1.00014963   +0 56 40.0
 GQ0397;UTM  12      - 4,040,476.048   231,670.710   MT  1.00048718   -1 46 52.5
 GQ0397;UTM  11      - 4,040,505.297   769,268.165   MT  1.00049340   +1 47 14.9
 GQ0397
 GQ0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0397!SPC AZ W     -   0.99982444  x   0.99993926  =   0.99976371
 GQ0397!SPC NV E     -   0.99982444  x   1.00014963  =   0.99997405
 GQ0397!UTM  12      -   0.99982444  x   1.00048718  =   1.00031154
 GQ0397!UTM  11      -   0.99982444  x   1.00049340  =   1.00031776
 GQ0397
 GQ0397:                Primary Azimuth Mark                     Grid Az
 GQ0397:SPC AZ W     -  PAKOON AZ MK                             005 07 04.9
 GQ0397:SPC NV E     -  PAKOON AZ MK                             004 01 41.1
 GQ0397:UTM  12      -  PAKOON AZ MK                             006 45 13.6
 GQ0397:UTM  11      -  PAKOON AZ MK                             003 11 06.2
 GQ0397
 GQ0397|---------------------------------------------------------------------|
 GQ0397| PID    Reference Object                     Distance      Geod. Az  |
 GQ0397|                                                           dddmmss.s |
 GQ0397| CH3852 PAKOON AZ MK                                       0045821.1 |
 GQ0397| GQ0396 PAKOON RIDGE TARGET                 APPROX. 7.4 KM 1802008.6 |
 GQ0397| CH3853 PAKOON RM 1                          11.159 METERS 18553     |
 GQ0397| CH3854 PAKOON RM 2                          15.636 METERS 18559     |
 GQ0397|---------------------------------------------------------------------|
 GQ0397
 GQ0397                          SUPERSEDED SURVEY CONTROL
 GQ0397
 GQ0397  NAD 83(1986)-  36 28 19.29616(N)    113 59 41.14300(W) AD(       ) 3
 GQ0397  NAD 27      -  36 28 19.37200(N)    113 59 38.28000(W) AD(       ) 3
 GQ0397  NGVD 29 (07/19/86) 1144.2    (m)         3754.     (f) VERT ANG    3  
 GQ0397
 GQ0397.Superseded values are not recommended for survey control.
 GQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0397.See file dsdata.txt to determine how the superseded data were derived.
 GQ0397
 GQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3167140476(NAD 83)
 GQ0397_MARKER: DS = TRIANGULATION STATION DISK
 GQ0397_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0397
 GQ0397  HISTORY     - Date     Condition        Report By
 GQ0397  HISTORY     - 1953     MONUMENTED       CGS
 GQ0397
 GQ0397                          STATION DESCRIPTION
 GQ0397
 GQ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0397'THE STATION IS LOCATED ABOUT 23 MILES AIR LINE SOUTH OF MESQUITE,
 GQ0397'NEVADA, 3 MILES AIR LINE EAST OF THE ARIZONA-NEVADA STATE LINE
 GQ0397'AND 0.8 MILE SOUTH OF A DIRT ROAD.  IT IS ON THE HIGHEST POINT OF
 GQ0397'A NORTH-SOUTH RIDGE.
 GQ0397'
 GQ0397'TO REACH FROM THE POST OFFICE IN MESQUITE, NEVADA, GO WEST AND
 GQ0397'SOUTH ON U.S. HIGHWAY 91 FOR 10.3 MILES TO A SIDE ROAD LEFT
 GQ0397'AND A SIGN GRAND WASH.  TURN LEFT AND FOLLOW THE GRADED ROAD
 GQ0397'SOUTHWEST FOR 0.3 MILE TO A FORK AND SIGN GRAND WASH AND
 GQ0397'JUANETA SPRS.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR
 GQ0397'8.8 MILES TO A FORK AT THE TOP OF A GRADE.  TAKE THE RIGHT FORK
 GQ0397'AND GO 0.8 MILE TO A FORK AND SIGN JUANETA SPRINGS RANCH 5.
 GQ0397'TAKE THE LEFT FORK AND GO 2.2 MILES TO A FORK.  TAKE THE LEFT
 GQ0397'FORK AND FOLLOW THE MAIN ROAD SOUTHEAST FOR 7.2 MILES TO A
 GQ0397'FORK AND SIGN GRAND GULCH.  TAKE THE LEFT FORK AND GO
 GQ0397'EASTERLY OVER A PASS FOR 5.2 MILES TO A FORK.  TAKE THE
 GQ0397'RIGHT FORK AND GO 0.85 MILE TO A GATE.  PASS THROUGH THE
 GQ0397'GATE AND GO 4.0 MILES TO WHERE THE ROAD PASSES OVER A
 GQ0397'RIDGE.  TURN RIGHT AND DRIVE SOUTH UP THE RIDGE FOR 0.2
 GQ0397'MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH ALONG THE
 GQ0397'CREST OF THE RIDGE TO A CAIRN AND THE AZIMUTH MARK.
 GQ0397'CONTINUE ALONG THE RIDGE TO THE HIGHEST POINT AND THE
 GQ0397'STATION.  A 30-MINUTE PACK.
 GQ0397'
 GQ0397'THE STATION MARK, A STANDARD DISK STAMPED PAKOON 1953, IS SET
 GQ0397'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0397'THE GROUND.
 GQ0397'
 GQ0397'REFERENCE MARK 1, A STANDARD DISK STAMPED PAKOON NO 1 1953,
 GQ0397'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0397'ON THE EAST SIDE, BUT PROJECTS 4 INCHES ON THE WEST SIDE.  IT
 GQ0397'IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 GQ0397'
 GQ0397'REFERENCE MARK 2, A STANDARD DISK STAMPED PAKOON NO 2 1953,
 GQ0397'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3
 GQ0397'INCHES ON THE EAST SIDE AND 6 INCHES ON THE WEST SIDE.  IT IS
 GQ0397'ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0397'
 GQ0397'THE AZIMUTH MARK, A STANDARD DISK STAMPED PAKOON 1953, IS SET
 GQ0397'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0397'THE GROUND.  IT IS 6 FEET SOUTHWEST OF A 4-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0396 ***********************************************************************
 GQ0396  DESIGNATION -  PAKOON RIDGE TARGET
 GQ0396  PID         -  GQ0396
 GQ0396  STATE/COUNTY-  AZ/MOHAVE
 GQ0396  USGS QUAD   -  PAKOON SPRINGS (1971)
 GQ0396
 GQ0396                         *CURRENT SURVEY CONTROL
 GQ0396  ___________________________________________________________________
 GQ0396* NAD 83(1992)-  36 24 19.26674(N)    113 59 42.88365(W)     ADJUSTED  
 GQ0396* NAVD 88     -              **(meters)            **(feet)            
 GQ0396  ___________________________________________________________________
 GQ0396  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 GQ0396  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 GQ0396  HORZ ORDER  -  THIRD
 GQ0396
 GQ0396.The horizontal coordinates were established by classical geodetic methods
 GQ0396.and adjusted by the National Geodetic Survey in August 1993.
 GQ0396
 GQ0396
 GQ0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0396
 GQ0396.The geoid height was determined by GEOID03.
 GQ0396
 GQ0396;                    North         East     Units Scale Factor Converg.
 GQ0396;SPC AZ W     -   599,535.281   191,362.925   MT  0.99993929   -0 08 44.0
 GQ0396;SPC AZ W     - 1,966,979.27    627,831.12   iFT  0.99993929   -0 08 44.0
 GQ0396;SPC NV E     - 8,184,816.710   342,442.702   MT  1.00014991   +0 56 33.6
 GQ0396;SPC NV E     -26,853,019.49  1,123,497.43   sFT  1.00014991   +0 56 33.6
 GQ0396;UTM  12      - 4,033,078.459   231,397.441   MT  1.00048901   -1 46 43.4
 GQ0396;UTM  11      - 4,033,104.990   769,455.531   MT  1.00049466   +1 47 03.8
 GQ0396
 GQ0396                          SUPERSEDED SURVEY CONTROL
 GQ0396
 GQ0396  NAD 83(1986)-  36 24 19.26008(N)    113 59 42.88326(W) AD(       ) 4
 GQ0396  NAD 27      -  36 24 19.32300(N)    113 59 40.02700(W) AD(       ) 3
 GQ0396
 GQ0396.Superseded values are not recommended for survey control.
 GQ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0396.See file dsdata.txt to determine how the superseded data were derived.
 GQ0396
 GQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3139733078(NAD 83)
 GQ0396
 GQ0396  HISTORY     - Date     Condition        Report By
 GQ0396  HISTORY     - 1953     FIRST OBSERVED   CGS
 GQ0396
 GQ0396                          STATION DESCRIPTION
 GQ0396
 GQ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GQ0396'THE STATION IS A WOODEN TARGET ON THE SOUTH END AND HIGHEST
 GQ0396'POINT OF A RED COLORED RIDGE, LOCATED ABOUT 28 MILES SOUTH
 GQ0396'OF MESQUITE, NEVADA, 28 MILES WEST OF THE VILLAGE OF MT. TRUMBULL,
 GQ0396'7 MILES NORTH OF ARIZONAS MOST NORTHERN POINT OF LAKE MEAD,
 GQ0396'AND 3 MILES EAST OF THE UTAH-NEVADA STATE LINE.
 GQ0396'
 GQ0396'THE CENTER OF THE BOTTOM OF THE TARGET IS THE POINT INTERSECTED.
 GQ0396'
 GQ0396'THE STATION WAS NOT VISITED, THEREFORE NO DESCRIPTION CAN BE
 GQ0396'GIVEN ON HOW TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0856 ***********************************************************************
 DU0856  DESIGNATION -  PALM
 DU0856  PID         -  DU0856
 DU0856  STATE/COUNTY-  AZ/MARICOPA
 DU0856  USGS QUAD   -  TEMPE (1982)
 DU0856
 DU0856                         *CURRENT SURVEY CONTROL
 DU0856  ___________________________________________________________________
 DU0856* NAD 83(1992)-  33 27 33.30058(N)    111 59 42.84509(W)     ADJUSTED  
 DU0856* NAVD 88     -       351.750  (meters)    1154.03   (feet)  ADJUSTED  
 DU0856  ___________________________________________________________________
 DU0856  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DU0856  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0856  DYNAMIC HT  -         351.343 (meters)    1152.70  (feet)  COMP
 DU0856  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DU0856
 DU0856  HORZ ORDER  -  SECOND
 DU0856  VERT ORDER  -  SECOND    CLASS 0
 DU0856
 DU0856.The horizontal coordinates were established by classical geodetic methods
 DU0856.and adjusted by the National Geodetic Survey in August 1993.
 DU0856
 DU0856.The orthometric height was determined by differential leveling
 DU0856.and adjusted in November 1993.
 DU0856
 DU0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0856
 DU0856.The geoid height was determined by GEOID03.
 DU0856
 DU0856.The dynamic height is computed by dividing the NAVD 88
 DU0856.geopotential number by the normal gravity value computed on the
 DU0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0856.degrees latitude (g = 980.6199 gals.).
 DU0856
 DU0856.The modeled gravity was interpolated from observed gravity values.
 DU0856
 DU0856;                    North         East     Units Scale Factor Converg.
 DU0856;SPC AZ C     -   272,683.980   206,056.565   MT  0.99990066   -0 02 35.9
 DU0856;SPC AZ C     -   894,632.48    676,038.60   iFT  0.99990066   -0 02 35.9
 DU0856;UTM  12      - 3,702,644.241   407,512.119   MT  0.99970546   -0 32 55.5
 DU0856
 DU0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0856!SPC AZ C     -   0.99994945  x   0.99990066  =   0.99985012
 DU0856!UTM  12      -   0.99994945  x   0.99970546  =   0.99965493
 DU0856
 DU0856|---------------------------------------------------------------------|
 DU0856| PID    Reference Object                     Distance      Geod. Az  |
 DU0856|                                                           dddmmss.s |
 DU0856| DU0855 PALM RM 1                            13.795 METERS 00041     |
 DU0856| CH5614 TT Q 3                                             0025123.6 |
 DU0856| CH6038 PALM AZ MK                                         0051703.4 |
 DU0856| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 1.5 KM 0352412.8 |
 DU0856| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.6 KM 1292526.5 |
 DU0856| DU0857 PALM RM 2                            16.569 METERS 18129     |
 DU0856| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 7.4 KM 2662457.5 |
 DU0856| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 2.2 KM 3410821.0 |
 DU0856|---------------------------------------------------------------------|
 DU0856
 DU0856                          SUPERSEDED SURVEY CONTROL
 DU0856
 DU0856  NAD 83(1986)-  33 27 33.29495(N)    111 59 42.85035(W) AD(       ) 2
 DU0856  NAD 27      -  33 27 33.13670(N)    111 59 40.32260(W) AD(       ) 2
 DU0856  NGVD 29 (??/??/92)  351.092  (m)         1151.87   (f) ADJ UNCH    2 0
 DU0856
 DU0856.Superseded values are not recommended for survey control.
 DU0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0856.See file dsdata.txt to determine how the superseded data were derived.
 DU0856
 DU0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0751202644(NAD 83)
 DU0856_MARKER: DE = TRAVERSE STATION DISK
 DU0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0856_STAMPING: PALM 1963
 DU0856_MARK LOGO: CGS   
 DU0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0856+STABILITY: SURFACE MOTION
 DU0856
 DU0856  HISTORY     - Date     Condition        Report By
 DU0856  HISTORY     - 1963     MONUMENTED       CGS
 DU0856  HISTORY     - 1963     GOOD             CGS
 DU0856  HISTORY     - 1970     GOOD             NGS
 DU0856  HISTORY     - 1970     GOOD             NGS
 DU0856  HISTORY     - 1979     GOOD             AZDT
 DU0856  HISTORY     - 20061024 MARK NOT FOUND   GEOCAC
 DU0856
 DU0856                          STATION DESCRIPTION
 DU0856
 DU0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0856'STATION IS LOCATED ABOUT 4.5 MILES EAST OF PHOENIX, ABOUT 0.45
 DU0856'MILE SOUTH OF EAST MC DOWELL ROAD AND ON THE WEST RIGHT-OF-WAY
 DU0856'OF NORTH 40TH STREET.
 DU0856'
 DU0856'TO REACH FROM THE JUNCITON OF EAST MC DOWELL ROAD AND NORTH
 DU0856'40TH STREET IN THE EAST SECTION OF PHOENIX, GO SOUTH ON NORTH
 DU0856'40TH STREET FOR 0.45 MILE TO STATION ON RIGHT AS DESCRIBED.
 DU0856'
 DU0856'STATION MARK, A STANDARD TRAVERSE DISK STAMPED PALM 1963,
 DU0856'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DU0856'WITH THE SURFACE OF THE GROUND.  THE MARK IS 46 FEET
 DU0856'SOUTH-SOUTHWEST OF A POWER AND TELEPHONE POLE WITH A TRANSFORMER,
 DU0856'30 FEET WEST OF CENTER OF NORTH 40TH STREET, 4 FEET SOUTHEAST
 DU0856'OF THE WITNESS POST AND 2 FEET EAST OF FENCE.
 DU0856'
 DU0856'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED PALM NO
 DU0856'1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DU0856'SET FLUSH WITH THE GROUND.  THE MARK IS 41.5 FEET NORTH OF THE
 DU0856'WITNESS POST, 31 FEET WEST OF CENTER OF NORTH 40TH STREET,
 DU0856'7 FEET WEST OF POWER AND TELEPHONE POLE AND 1.5 FEET EAST
 DU0856'OF FENCE.
 DU0856'
 DU0856'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED PALM
 DU0856'NO 2 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU0856'ABOUT 1 INCH ABOVE THE GROUND.  THE MARK IS 58 FEET SOUTH OF THE
 DU0856'WITNESS POST, 31 FEET WEST OF CENTER OF NORTH 40TH STREET,
 DU0856'7 FEET WEST OF A TELEPHONE POLE AND 1.5 FEET EAST OF THE FENCE.
 DU0856'
 DU0856'AZIMUTH MARK, IS A CORPS. OF ENGINEERS ARMY MAP SERVICE MARK.
 DU0856'THE MARK IS A BRONZE DISK STAMPED TT Q3 1948 AND IS SET IN A
 DU0856'DRILL HOLE IN THE NORTH END OF A IRRIGATION GATE WHICH IS
 DU0856'LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION AT EAST MC DOWELL
 DU0856'ROAD AND NORTH 40TH STREET.  THE MARK IS 28.5 FEET SOUTH
 DU0856'OF THE CENTER OF EAST MC DOWELL ROAD AND 28 FEET EAST OF THE
 DU0856'CENTER OF NORTH 40TH STREET.
 DU0856'
 DU0856'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 DU0856
 DU0856                          STATION RECOVERY (1963)
 DU0856
 DU0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0856'IN PHOENIX.
 DU0856'0.4 MILE SOUTH ALONG NORTH 40TH STREET FROM THE INTERSECTION OF EAST
 DU0856'MCDOWELL ROAD AND NORTH 40TH STREET IN THE EAST PART OF PHOENIX, 30.8
 DU0856'FEET WEST OF THE CENTER OF NORTH 40TH STREET, 46.2 FEET
 DU0856'SOUTH-SOUTHWEST OF POWER POLE NO. 18 E 5 1/2 N, 2.3 FEET EAST OF A
 DU0856'FENCE, 4.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 0.5 FOOT
 DU0856'ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST
 DU0856'PROJECTING 1 INCH.  NOTE-- RM 1 IS 45.3 FEET NORTH OF TRAVERSE STATION
 DU0856'PALM, 31.8 FEET WEST OF THE CENTER OF THE STREET, 7.8 FEET WEST OF
 DU0856'POWER POLE NO. 18 E 5 1/2 N, 1.5 FEET EAST OF A FENCE, 41.5 FEET NORTH
 DU0856'OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK STAMPED
 DU0856'PALM NO 1 1963, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0856'RM 2 IS 54.3 FEET SOUTH OF TRAVERSE STATION PALM, 31.5 FEET WEST OF
 DU0856'THE CENTER OF NORTH 40TH STREET, 7.4 FEET WEST OF A TELEPHONE POLE,
 DU0856'1.5 FEET EAST OF A FENCE, 58.2 FEET SOUTH OF A METAL WITNESS POST, AND
 DU0856'IS A C AND GS REFERENCE MARK DISK STAMPED PALM NO 2 1963, SET IN TOP
 DU0856'OF A CONCRETE POST PROJECTING 1 INCH.
 DU0856
 DU0856                          STATION RECOVERY (1970)
 DU0856
 DU0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0856'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DU0856'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 DU0856'DESTROYED DURING CONSTRUCTION ALONG 40TH STREET.  A NEW AZIMUTH
 DU0856'MARK WAS ESTABLISHED AT THIS TIME.
 DU0856'
 DU0856'THE AZIMUTH MARK IS STAMPED, PALM 1963 1970.  IT IS SET IN
 DU0856'A DRILL HOLE IN THE EAST CURB OF 40TH STREET AT THE INTERSECTION
 DU0856'OF BELLEVIEW STREET, 39 FEET EAST OF THE CENTER LINE OF
 DU0856'40TH STREET, 27 FEET SOUTH OF THE CENTER LINE OF BELLEVIEW
 DU0856'STREET, 7 FEET SOUTH OF THE NORTH END OF THE CURB AND 2 FEET
 DU0856'SOUTHEAST OF A LAMP POLE.
 DU0856'
 DU0856'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0856'
 DU0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 DU0856'EAST OF PHOENIX.
 DU0856
 DU0856                          STATION RECOVERY (1970)
 DU0856
 DU0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0856'RECOVERED IN GOOD CONDITION.
 DU0856
 DU0856                          STATION RECOVERY (1979)
 DU0856
 DU0856'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0856'RECOVERED IN GOOD CONDITION.
 DU0856
 DU0856                          STATION RECOVERY (2006)
 DU0856
 DU0856'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0856'THE STEM OF THE AZIMUTH MARK WAS LOCATED, BUT THE AREA DESCRIBED FOR
 DU0856'THE STATION AND REFERENCE MARKS APPEARS TO BE UNDER THE WESTERN
 DU0856'SUPPORT BERM FOR THE OVERPASS OF SR202.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0855 ***********************************************************************
 DU0855  DESIGNATION -  PALM RM 1
 DU0855  PID         -  DU0855
 DU0855  STATE/COUNTY-  AZ/MARICOPA
 DU0855  USGS QUAD   -  TEMPE (1982)
 DU0855
 DU0855                         *CURRENT SURVEY CONTROL
 DU0855  ___________________________________________________________________
 DU0855* NAD 83(1986)-  33 27 33.     (N)    111 59 43.     (W)     SCALED    
 DU0855* NAVD 88     -       351.830  (meters)    1154.30   (feet)  ADJUSTED  
 DU0855  ___________________________________________________________________
 DU0855  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0855  DYNAMIC HT  -         351.423 (meters)    1152.96  (feet)  COMP
 DU0855  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DU0855
 DU0855  VERT ORDER  -  SECOND    CLASS 0
 DU0855
 DU0855.The horizontal coordinates were scaled from a topographic map and have
 DU0855.an estimated accuracy of +/- 6 seconds.
 DU0855
 DU0855.The orthometric height was determined by differential leveling
 DU0855.and adjusted in November 1993.
 DU0855
 DU0855.The geoid height was determined by GEOID03.
 DU0855
 DU0855.The dynamic height is computed by dividing the NAVD 88
 DU0855.geopotential number by the normal gravity value computed on the
 DU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0855.degrees latitude (g = 980.6199 gals.).
 DU0855
 DU0855.The modeled gravity was interpolated from observed gravity values.
 DU0855
 DU0855;                    North         East    Units  Estimated Accuracy
 DU0855;SPC AZ C     -   272,680.      206,050.      MT  (+/- 180 meters Scaled)
 DU0855
 DU0855                          SUPERSEDED SURVEY CONTROL
 DU0855
 DU0855  NGVD 29 (??/??/92)  351.180  (m)         1152.16   (f) ADJ UNCH    2 0
 DU0855
 DU0855.Superseded values are not recommended for survey control.
 DU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0855.See file dsdata.txt to determine how the superseded data were derived.
 DU0855
 DU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC075026(NAD 83)
 DU0855_MARKER: DR = REFERENCE MARK DISK
 DU0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0855_STAMPING: PALM NO 1 1963
 DU0855_MARK LOGO: CGS   
 DU0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0855+STABILITY: SURFACE MOTION
 DU0855
 DU0855  HISTORY     - Date     Condition        Report By
 DU0855  HISTORY     - 1963     MONUMENTED       CGS
 DU0855  HISTORY     - 1970     GOOD             NGS
 DU0855  HISTORY     - 1979     GOOD             AZDT
 DU0855  HISTORY     - 20061024 MARK NOT FOUND   GEOCAC
 DU0855
 DU0855                          STATION DESCRIPTION
 DU0855
 DU0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0855'IN PHOENIX.
 DU0855'0.4 MILE SOUTH ALONG NORTH 40TH STREET FROM THE INTERSECTION OF EAST
 DU0855'MCDOWELL ROAD AND NORTH 40TH STREET IN THE EAST PART OF PHOENIX, 45.3
 DU0855'FEET NORTH OF TRAVERSE STATION PALM, 31.8 FEET WEST OF THE CENTER OF
 DU0855'THE STREET, 7.8 FEET WEST OF POWER POLE NO. 18 E 5 1/2N, 1.5 FEET EAST
 DU0855'OF A FENCE, 41.5 FEET NORTH OF A METAL WITNESS POST, AND SET IN TOP OF
 DU0855'A CONCRETE POST FLUSH WITH THE GROUND.
 DU0855
 DU0855                          STATION RECOVERY (1970)
 DU0855
 DU0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0855'RECOVERED IN GOOD CONDITION.
 DU0855
 DU0855                          STATION RECOVERY (1979)
 DU0855
 DU0855'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0855'RECOVERED IN GOOD CONDITION.
 DU0855
 DU0855                          STATION RECOVERY (2006)
 DU0855
 DU0855'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0855'THE STEM OF THE AZIMUTH MARK WAS LOCATED, BUT THE AREA DESCRIBED FOR
 DU0855'THE STATION AND REFERENCE MARKS APPEARS TO BE UNDER THE WESTERN
 DU0855'SUPPORT BERM FOR THE OVERPASS OF SR202.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0857 ***********************************************************************
 DU0857  DESIGNATION -  PALM RM 2
 DU0857  PID         -  DU0857
 DU0857  STATE/COUNTY-  AZ/MARICOPA
 DU0857  USGS QUAD   -  TEMPE (1982)
 DU0857
 DU0857                         *CURRENT SURVEY CONTROL
 DU0857  ___________________________________________________________________
 DU0857* NAD 83(1986)-  33 27 33.     (N)    111 59 43.     (W)     SCALED    
 DU0857* NAVD 88     -       351.672  (meters)    1153.78   (feet)  ADJUSTED  
 DU0857  ___________________________________________________________________
 DU0857  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0857  DYNAMIC HT  -         351.265 (meters)    1152.44  (feet)  COMP
 DU0857  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 DU0857
 DU0857  VERT ORDER  -  SECOND    CLASS 0
 DU0857
 DU0857.The horizontal coordinates were scaled from a topographic map and have
 DU0857.an estimated accuracy of +/- 6 seconds.
 DU0857
 DU0857.The orthometric height was determined by differential leveling
 DU0857.and adjusted in November 1993.
 DU0857
 DU0857.The geoid height was determined by GEOID03.
 DU0857
 DU0857.The dynamic height is computed by dividing the NAVD 88
 DU0857.geopotential number by the normal gravity value computed on the
 DU0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0857.degrees latitude (g = 980.6199 gals.).
 DU0857
 DU0857.The modeled gravity was interpolated from observed gravity values.
 DU0857
 DU0857;                    North         East    Units  Estimated Accuracy
 DU0857;SPC AZ C     -   272,680.      206,050.      MT  (+/- 180 meters Scaled)
 DU0857
 DU0857                          SUPERSEDED SURVEY CONTROL
 DU0857
 DU0857  NGVD 29 (??/??/92)  351.017  (m)         1151.63   (f) ADJ UNCH    2 0
 DU0857
 DU0857.Superseded values are not recommended for survey control.
 DU0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0857.See file dsdata.txt to determine how the superseded data were derived.
 DU0857
 DU0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC075026(NAD 83)
 DU0857_MARKER: DR = REFERENCE MARK DISK
 DU0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0857_STAMPING: PALM NO 2 1963
 DU0857_MARK LOGO: CGS   
 DU0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0857+STABILITY: SURFACE MOTION
 DU0857
 DU0857  HISTORY     - Date     Condition        Report By
 DU0857  HISTORY     - 1963     MONUMENTED       CGS
 DU0857  HISTORY     - 1970     GOOD             NGS
 DU0857  HISTORY     - 1979     GOOD             AZDT
 DU0857  HISTORY     - 20061024 MARK NOT FOUND   GEOCAC
 DU0857
 DU0857                          STATION DESCRIPTION
 DU0857
 DU0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0857'IN PHOENIX.
 DU0857'0.4 MILE SOUTH ALONG NORTH 40TH STREET FROM THE INTERSECTION OF EAST
 DU0857'MCDOWELL ROAD AND NORTH 40TH STREET IN THE EAST PART OF PHOENIX, 54.3
 DU0857'FEET SOUTH OF TRAVERSE STATION PALM, 31.5 FEET WEST OF THE CENTER OF
 DU0857'NORTH 40TH STREET, 7.4 FEET WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF
 DU0857'A FENCE, 58.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN TOP OF A
 DU0857'CONCRETE POST PROJECTING 1 INCH.
 DU0857
 DU0857                          STATION RECOVERY (1970)
 DU0857
 DU0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0857'RECOVERED IN GOOD CONDITION.
 DU0857
 DU0857                          STATION RECOVERY (1979)
 DU0857
 DU0857'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0857'RECOVERED IN GOOD CONDITION.
 DU0857
 DU0857                          STATION RECOVERY (2006)
 DU0857
 DU0857'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0857'THE STEM OF THE AZIMUTH MARK WAS LOCATED, BUT THE AREA DESCRIBED FOR
 DU0857'THE STATION AND REFERENCE MARKS APPEARS TO BE UNDER THE WESTERN
 DU0857'SUPPORT BERM FOR THE OVERPASS OF SR202.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1064 ***********************************************************************
 ET1064  DESIGNATION -  PALMERITA
 ET1064  PID         -  ET1064
 ET1064  STATE/COUNTY-  AZ/LA PAZ
 ET1064  USGS QUAD   -  PALMERITA RANCH (1967)
 ET1064
 ET1064                         *CURRENT SURVEY CONTROL
 ET1064  ___________________________________________________________________
 ET1064* NAD 83(1992)-  34 17 37.68711(N)    113 25 13.75688(W)     ADJUSTED  
 ET1064* NAVD 88     -       502.1    (meters)    1647.     (feet)  VERTCON   
 ET1064  ___________________________________________________________________
 ET1064  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 ET1064  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 ET1064  HORZ ORDER  -  SECOND
 ET1064
 ET1064.The horizontal coordinates were established by classical geodetic methods
 ET1064.and adjusted by the National Geodetic Survey in August 1993.
 ET1064
 ET1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1064
 ET1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1064
 ET1064.The geoid height was determined by GEOID03.
 ET1064
 ET1064;                    North         East     Units Scale Factor Converg.
 ET1064;SPC AZ W     -   365,301.912   243,694.727   MT  0.99994467   +0 11 08.4
 ET1064;SPC AZ W     - 1,198,497.09    799,523.38   iFT  0.99994467   +0 11 08.4
 ET1064;SPC AZ C     -   366,264.391    74,917.916   MT  1.00013618   -0 50 50.8
 ET1064;SPC AZ C     - 1,201,654.83    245,793.69   iFT  1.00013618   -0 50 50.8
 ET1064;UTM  12      - 3,797,385.242   277,221.290   MT  1.00021181   -1 21 51.7
 ET1064
 ET1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1064!SPC AZ W     -   0.99992589  x   0.99994467  =   0.99987056
 ET1064!SPC AZ C     -   0.99992589  x   1.00013618  =   1.00006206
 ET1064!UTM  12      -   0.99992589  x   1.00021181  =   1.00013768
 ET1064
 ET1064|---------------------------------------------------------------------|
 ET1064| PID    Reference Object                     Distance      Geod. Az  |
 ET1064|                                                           dddmmss.s |
 ET1064| CH3856 PALMERITA RM 1                        6.528 METERS 10732     |
 ET1064| CH3855 PALMERITA AZ MK                                    1504756.1 |
 ET1064| CH3857 PALMERITA RM 2                        7.382 METERS 26159     |
 ET1064|---------------------------------------------------------------------|
 ET1064
 ET1064                          SUPERSEDED SURVEY CONTROL
 ET1064
 ET1064  NAD 83(1986)-  34 17 37.68562(N)    113 25 13.76278(W) AD(       ) 2
 ET1064  NAD 27      -  34 17 37.61100(N)    113 25 11.03300(W) AD(       ) 2
 ET1064  NGVD 29 (07/19/86)  501.4    (m)         1645.     (f) VERT ANG    3  
 ET1064
 ET1064.Superseded values are not recommended for survey control.
 ET1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1064.See file dsdata.txt to determine how the superseded data were derived.
 ET1064
 ET1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7722197385(NAD 83)
 ET1064_MARKER: DS = TRIANGULATION STATION DISK
 ET1064_SETTING: 66 = SET IN ROCK OUTCROP
 ET1064
 ET1064  HISTORY     - Date     Condition        Report By
 ET1064  HISTORY     - 1948     MONUMENTED       CGS
 ET1064
 ET1064                          STATION DESCRIPTION
 ET1064
 ET1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1064'THE STATION IS LOCATED ABOUT 10 MILES EASTWARD UP THE RIVER
 ET1064'FROM ALAMO CROSSING, ON A LOW ROCK-COVERED KNOLL AS SEEN FROM
 ET1064'THE SOUTH, ON THE HIGHEST POINT OF A BLUFF OVERLOOKING THE
 ET1064'PALMERITA RANCH QUARTERS AND THE SANTA MARIA RIVER, 12 PACES
 ET1064'WEST OF THE EAST RIM, 5 FEET SOUTH OF A 3 FOOT CAIRN, 6 FEET
 ET1064'EAST OF A 4X4 WITNESS POST, PROJECTS 8 INCHES, AND IS STAMPED,
 ET1064'PALMERITA 1948.
 ET1064'
 ET1064'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 ET1064'AS THE STATION, 6 PACES WEST OF THE EAST RIM, PROJECTS 6
 ET1064'INCHES, AND IS STAMPED, PALMERITA NO 1 1948.
 ET1064'
 ET1064'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 ET1064'STATION, PROJECTS 10 INCHES, AND IS STAMPED, PALMERITA NO 2
 ET1064'1948.
 ET1064'
 ET1064'THE AZIMUTH MARK IS LOCATED ON A LOW RIDGE, ON WHICH IS A
 ET1064'TRACK ROAD, 17 PACES NORTHEAST OF AND APPROXIMATELY 1 FOOT
 ET1064'LOWER THAN THE CENTER LINE OF TRACK ROAD, 4 FEET EAST OF A
 ET1064'4X4 WITNESS POST, PROJECTS 1 FOOT, AND IS STAMPED, PALMERITA
 ET1064'1948.
 ET1064'
 ET1064'TO REACH FROM THE POST OFFICE IN CONGRESS JUNCTION, GO WEST
 ET1064'ALONG STATE HIGHWAY 71 FOR 1.6 MILE TO A FORK.  TAKE
 ET1064'THE RIGHT FORK (LEAVING HIGHWAY 71) AND GO 8.6 MILES TO A
 ET1064'FORK.  TAKE THE LEFT FORK STRAIGHT AHEAD (W) AND GO 4.9 MILES
 ET1064'TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED
 ET1064'ROAD FOR 15.5 MILES TO TRIANGULATION STATION ALAMO 1944 ON
 ET1064'RIGHT (N) SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD FOR 2.4
 ET1064'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 3.6 MILES TO A
 ET1064'FORK (TO REACH THE AZIMUTH FROM THIS POINT, TAKE THE RIGHT
 ET1064'FORK STRAIGHT AHEAD FOR 0.2 MILE TO THE AZIMUTH MARK AS
 ET1064'DESCRIBED ABOVE).  CONTINUE ON THE LEFT FORK, MAIN TRAVELED
 ET1064'ROAD, FOR 1.6 MILE TO THE CREST OF A STEEP GRADE AND END
 ET1064'OF TRUCK TRAVEL.  THE STATION IS ABOUT 150 YARDS NORTHERLY ON
 ET1064'THE HIGHEST POINT OF KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1876 ***********************************************************************
 DV1876  DESIGNATION -  PALO
 DV1876  PID         -  DV1876
 DV1876  STATE/COUNTY-  AZ/MARICOPA
 DV1876  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV1876
 DV1876                         *CURRENT SURVEY CONTROL
 DV1876  ___________________________________________________________________
 DV1876* NAD 83(1992)-  33 54 59.38189(N)    113 00 20.01536(W)     ADJUSTED  
 DV1876* NAVD 88     -       771.9    (meters)    2532.     (feet)  VERTCON   
 DV1876  ___________________________________________________________________
 DV1876  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DV1876  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1876  HORZ ORDER  -  FIRST
 DV1876
 DV1876.The horizontal coordinates were established by classical geodetic methods
 DV1876.and adjusted by the National Geodetic Survey in June 1998.
 DV1876
 DV1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1876
 DV1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1876
 DV1876.The geoid height was determined by GEOID03.
 DV1876
 DV1876;                    North         East     Units Scale Factor Converg.
 DV1876;SPC AZ C     -   323,926.165   112,672.273   MT  1.00002494   -0 36 27.5
 DV1876;SPC AZ C     - 1,062,749.89    369,659.69   iFT  1.00002494   -0 36 27.5
 DV1876;UTM  12      - 3,754,708.223   314,595.462   MT  1.00002377   -1 07 09.8
 DV1876
 DV1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1876!SPC AZ C     -   0.99988351  x   1.00002494  =   0.99990845
 DV1876!UTM  12      -   0.99988351  x   1.00002377  =   0.99990728
 DV1876
 DV1876:                Primary Azimuth Mark                     Grid Az
 DV1876:SPC AZ C     -  PALO AZ MK                               004 31 00.1
 DV1876:UTM  12      -  PALO AZ MK                               005 01 42.4
 DV1876
 DV1876|---------------------------------------------------------------------|
 DV1876| PID    Reference Object                     Distance      Geod. Az  |
 DV1876|                                                           dddmmss.s |
 DV1876| CH3858 PALO AZ MK                                         0035432.6 |
 DV1876| CH3859 PALO RM 1                             8.443 METERS 00809     |
 DV1876| CH3860 PALO RM 2                            18.678 METERS 17328     |
 DV1876|---------------------------------------------------------------------|
 DV1876
 DV1876                          SUPERSEDED SURVEY CONTROL
 DV1876
 DV1876  NAD 83(1992)-  33 54 59.38189(N)    113 00 20.01536(W) AD(       ) 1
 DV1876  NAD 83(1986)-  33 54 59.38104(N)    113 00 20.01745(W) AD(       ) 1
 DV1876  NAD 27      -  33 54 59.28100(N)    113 00 17.35100(W) AD(       ) 1
 DV1876  NGVD 29 (07/19/86)  771.2    (m)         2530.     (f) VERT ANG    3  
 DV1876
 DV1876.Superseded values are not recommended for survey control.
 DV1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1876.See file dsdata.txt to determine how the superseded data were derived.
 DV1876
 DV1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1459554708(NAD 83)
 DV1876_MARKER: DS = TRIANGULATION STATION DISK
 DV1876_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV1876+WITH SETTING: INFORMATION.
 DV1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1876+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 DV1876
 DV1876  HISTORY     - Date     Condition        Report By
 DV1876  HISTORY     - 1924     MONUMENTED       CGS
 DV1876  HISTORY     - 1948     GOOD             CGS
 DV1876  HISTORY     - 1948     GOOD             DMA
 DV1876  HISTORY     - 1985     GOOD             AZDT
 DV1876  HISTORY     - 20080930 GOOD             GEOCAC
 DV1876
 DV1876                          STATION DESCRIPTION
 DV1876
 DV1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1876'ABOUT 10 MILES EAST AND 2 MILES SOUTH OF AGUILA ON A LOW
 DV1876'MOUND IN SEC. 29, T. 7 N., R. 7 W.  MARKED BY A STANDARD
 DV1876'BRONZE DISK SET IN A BURIED BOULDER.  TO REACH FROM AGUILA
 DV1876'OR WICKENBURG FOLLOW MAIN ROAD BETWEEN THESE TOWNS TO CROSSROADS
 DV1876'AT THE QUARTER CORNER OF SECS. 18 AND 19, T. 7 N., R. 7 W.  THIS
 DV1876'POINT IS 8-1/2 MILES EAST OF AGUILA, AND ABOUT 19 MILES WEST
 DV1876'OF WICKENBURG.  TAKE ROAD LEADING SOUTH ABOUT 1-1/4 MILES
 DV1876'TO A TANK, PASS TO THE EAST OF THE TANK, AND CONTINUE
 DV1876'SOUTHEASTERLY BY FIRST RIGHT-HAND ROAD, PASSING TO THE EAST
 DV1876'OF A LOW ROUNDED HILL TO THE BASE OF THE SECOND LOW HILL, ON
 DV1876'TOP OF WHICH THE STATION IS LOCATED.
 DV1876
 DV1876                          STATION RECOVERY (1948)
 DV1876
 DV1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1876'STATION RECOVERED, MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.
 DV1876'TWO REFERENCE AND AN AZIMUTH MARK WAS SET.
 DV1876'
 DV1876'THE STATION IS LOCATED ABOUT 10 MILES EAST AND 1.5 MILE SOUTH
 DV1876'OF AQUILA, 1.5 MILE SOUTH OF THE FOREPAUGH SERVICE STATION
 DV1876'ON A LOW KNOLL.  THE STATION MARK IS A BRONZE DISK,
 DV1876'PROJECTS 6 INCHES, SET ON HIGHEST POINT OF KNOLL
 DV1876'AND IS STAMPED, PALO 1924.
 DV1876'
 DV1876'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DV1876'PROJECTS 10 INCHES, IS 1 FOOT LOWER THAN THE STATION MARK
 DV1876'AND IS STAMPED, PALO NO 1 1948.
 DV1876'
 DV1876'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DV1876'PROJECTS 16 INCHES, IS 3 FEET LOWER THAN THE STATION
 DV1876'MARK AND IS STAMPED, PALO NO 2 1948.
 DV1876'
 DV1876'THE AZIMUTH MARK IS A BRONZE DISK,
 DV1876'PROJECTS 6 INCHES, SET 0.1 MILE SOUTHWEST OF THE FOREPAUGH
 DV1876'SERVICE STATION, 69 FEET SOUTH OF THE CENTERLINE OF U.S.
 DV1876'HIGHWAY 60 AND 70, 4 FEET SOUTHEAST OF A WHITE WITNESS POST
 DV1876'AND 1 FOOT NORTH OF A WIRE FENCE.  IT IS STAMPED, PALO 1948.
 DV1876'
 DV1876'TO REACH THE STATION FROM THE UNDERPASS IN WICKENBURG--GO
 DV1876'WEST ON U.S. HIGHWAY 60 AND 70, 16.0 MILES TO AZIMUTH MARK
 DV1876'ON LEFT.  CONTINUE WEST 1.35 MILE TO A ROAD LEFT.  TURN LEFT,
 DV1876'PASS THROUGH GATE, GO 1.4 MILE TO A FORK NEAR FENCE CORNER.  TURN
 DV1876'LEFT, GO 0.1 MILE TO A ROAD RIGHT.  TURN RIGHT, FOLLOW DIM ROAD
 DV1876'SOUTHERLY 1.0 MILE TO TOP OF KNOLL AND STATION.  A DRIVE
 DV1876'STATION.
 DV1876
 DV1876                          STATION RECOVERY (1948)
 DV1876
 DV1876'RECOVERY NOTE BY DEFENSE MAP AGENCY 1948
 DV1876'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 DV1876'IN GOOD CONDITION AS DESCRIBED.
 DV1876
 DV1876                          STATION RECOVERY (1985)
 DV1876
 DV1876'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1876'THE STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV1876'AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1876'
 DV1876'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND 89
 DV1876'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 16.6 MILES TO MILE POST
 DV1876'94.3 TO A SIDE ROAD LEFT.  THE AZIMUTH MARK IS 0.15 MILE WEST OF THIS
 DV1876'POINT IN THE SOUTH FENCE LINE.  TURN LEFT CROSSING A CATTLE GUARD AND
 DV1876'TRAVEL SOUTH FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK SOUTH FOR
 DV1876'0.4 MILE TO A SIDE ROAD, CONTINUE SOUTH FOR 0.25 MILES TO A FORK, TAKE
 DV1876'THE RIGHT FORK SOUTH ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE FOR
 DV1876'0.3 MILE TO A GATE.  PASS THROUGH GATE AND TRAVEL WEST ALONG A DIM
 DV1876'TRACK ROAD FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.  PACK WEST TO THE
 DV1876'TOP OF HILL AND STATION.
 DV1876
 DV1876                          STATION RECOVERY (2008)
 DV1876
 DV1876'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1876'RECOVERED STATION PALO ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
 DV1876' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0182 ***********************************************************************
 CH0182  DESIGNATION -  PALO
 CH0182  PID         -  CH0182
 CH0182  STATE/COUNTY-  AZ/PIMA
 CH0182  USGS QUAD   -  LUKEVILLE (1988)
 CH0182
 CH0182                         *CURRENT SURVEY CONTROL
 CH0182  ___________________________________________________________________
 CH0182* NAD 83(1992)-  31 54 55.06287(N)    112 48 23.14942(W)     ADJUSTED  
 CH0182* NAVD 88     -       474.3    (meters)    1556.     (feet)  VERTCON   
 CH0182  ___________________________________________________________________
 CH0182  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CH0182  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CH0182  HORZ ORDER  -  SECOND
 CH0182
 CH0182.The horizontal coordinates were established by classical geodetic methods
 CH0182.and adjusted by the National Geodetic Survey in August 1993.
 CH0182
 CH0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0182
 CH0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0182
 CH0182.The geoid height was determined by GEOID03.
 CH0182
 CH0182;                    North         East     Units Scale Factor Converg.
 CH0182;SPC AZ C     -   101,820.816   129,213.139   MT  0.99998730   -0 28 13.5
 CH0182;SPC AZ C     -   334,057.80    423,927.62   iFT  0.99998730   -0 28 13.5
 CH0182;UTM  12      - 3,532,470.565   329,203.742   MT  0.99995977   -0 57 18.8
 CH0182
 CH0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0182!SPC AZ C     -   0.99993058  x   0.99998730  =   0.99991789
 CH0182!UTM  12      -   0.99993058  x   0.99995977  =   0.99989036
 CH0182
 CH0182:                Primary Azimuth Mark                     Grid Az
 CH0182:SPC AZ C     -  ORGAN PIPE                               013 28 43.1
 CH0182:UTM  12      -  ORGAN PIPE                               013 57 48.4
 CH0182
 CH0182|---------------------------------------------------------------------|
 CH0182| PID    Reference Object                     Distance      Geod. Az  |
 CH0182|                                                           dddmmss.s |
 CH0182| CH0181 ORGAN PIPE                          APPROX. 7.4 KM 0130029.6 |
 CH0182| CH6041 PALO RM 1                            12.474 METERS 02837     |
 CH0182| CH6042 PALO RM 2                            12.544 METERS 20905     |
 CH0182|---------------------------------------------------------------------|
 CH0182
 CH0182                          SUPERSEDED SURVEY CONTROL
 CH0182
 CH0182  NAD 83(1986)-  31 54 55.05142(N)    112 48 23.15062(W) AD(       ) 2
 CH0182  NAD 27      -  31 54 54.81969(N)    112 48 20.56693(W) AD(       ) 2
 CH0182  NGVD 29 (07/19/86)  473.6    (m)         1554.     (f) VERT ANG    3  
 CH0182
 CH0182.Superseded values are not recommended for survey control.
 CH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0182.See file dsdata.txt to determine how the superseded data were derived.
 CH0182
 CH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA2920432471(NAD 83)
 CH0182_MARKER: DD = SURVEY DISK
 CH0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CH0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0182+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0182
 CH0182  HISTORY     - Date     Condition        Report By
 CH0182  HISTORY     - 1978     MONUMENTED       AZDT
 CH0182  HISTORY     - 20061112 GOOD             USPSQD
 CH0182
 CH0182                          STATION DESCRIPTION
 CH0182
 CH0182'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CH0182'THE STATION IS ABOUT 2 MILES NORTH OF THE PORT OF ENTRY AT
 CH0182'LUKEVILLE ALONG THE EAST SIDE OF ARIZONA HWY. 85.
 CH0182'
 CH0182'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED PALO 1978 AND
 CH0182'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 26 FEET EAST OF
 CH0182'HWY. CENTERLINE.
 CH0182'
 CH0182'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED PALO RM
 CH0182'1 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 26 FEET
 CH0182'EAST OF HWY. CENTERLINE.
 CH0182'
 CH0182'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED PALO RM 2
 CH0182'1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 26 FEET
 CH0182'EAST OF THE HWY. CENTERLINE.
 CH0182'
 CH0182'TO REACH THE STATION FROM THE JUNCTION OF HWY. 85 AND 86 AT WHY,
 CH0182'TRAVEL SOUTH ON HWY. 85 TO MILE POST 77.91 AND THE STATION ON
 CH0182'THE LEFT.
 CH0182'
 CH0182'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CH0182
 CH0182                          STATION RECOVERY (2006)
 CH0182
 CH0182'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1977 ***********************************************************************
 CZ1977  DESIGNATION -  PALO
 CZ1977  PID         -  CZ1977
 CZ1977  STATE/COUNTY-  AZ/PIMA
 CZ1977  USGS QUAD   -  SAN XAVIER MISSION SW (1992)
 CZ1977
 CZ1977                         *CURRENT SURVEY CONTROL
 CZ1977  ___________________________________________________________________
 CZ1977* NAD 83(1992)-  32 07 05.24993(N)    111 12 36.42408(W)     ADJUSTED  
 CZ1977* NAVD 88     -       746.8    (meters)    2450.     (feet)  VERTCON   
 CZ1977  ___________________________________________________________________
 CZ1977  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 CZ1977  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ1977  HORZ ORDER  -  SECOND
 CZ1977
 CZ1977.The horizontal coordinates were established by classical geodetic methods
 CZ1977.and adjusted by the National Geodetic Survey in August 1993.
 CZ1977
 CZ1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1977
 CZ1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1977
 CZ1977.The geoid height was determined by GEOID03.
 CZ1977
 CZ1977;                    North         East     Units Scale Factor Converg.
 CZ1977;SPC AZ C     -   124,182.906   280,032.357   MT  0.99995480   +0 22 32.4
 CZ1977;SPC AZ C     -   407,424.23    918,741.33   iFT  0.99995480   +0 22 32.4
 CZ1977;UTM  12      - 3,553,548.401   480,178.718   MT  0.99960484   -0 06 42.2
 CZ1977
 CZ1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1977!SPC AZ C     -   0.99988744  x   0.99995480  =   0.99984225
 CZ1977!UTM  12      -   0.99988744  x   0.99960484  =   0.99949233
 CZ1977
 CZ1977:                Primary Azimuth Mark                     Grid Az
 CZ1977:SPC AZ C     -  AIR                                      063 12 49.9
 CZ1977:UTM  12      -  AIR                                      063 42 04.5
 CZ1977
 CZ1977|---------------------------------------------------------------------|
 CZ1977| PID    Reference Object                     Distance      Geod. Az  |
 CZ1977|                                                           dddmmss.s |
 CZ1977| CZ1981 AIR                                 APPROX. 3.9 KM 0633522.3 |
 CZ1977| CH6044 PALO RM 2                            14.127 METERS 15429     |
 CZ1977| CH6043 PALO RM 1                            12.253 METERS 33519     |
 CZ1977|---------------------------------------------------------------------|
 CZ1977
 CZ1977                          SUPERSEDED SURVEY CONTROL
 CZ1977
 CZ1977  NAD 83(1986)-  32 07 05.24503(N)    111 12 36.42312(W) AD(       ) 2
 CZ1977  NAD 27      -  32 07 04.96667(N)    111 12 34.06028(W) AD(       ) 2
 CZ1977  NGVD 29 (07/19/86)  746.1    (m)         2448.     (f) VERT ANG    3  
 CZ1977
 CZ1977.Superseded values are not recommended for survey control.
 CZ1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1977.See file dsdata.txt to determine how the superseded data were derived.
 CZ1977
 CZ1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8017953548(NAD 83)
 CZ1977_MARKER: DD = SURVEY DISK
 CZ1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1977_STAMPING: PALO 1978
 CZ1977_MARK LOGO: AZDT  
 CZ1977_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1977+STABILITY: SURFACE MOTION
 CZ1977
 CZ1977  HISTORY     - Date     Condition        Report By
 CZ1977  HISTORY     - 1978     MONUMENTED       AZDT
 CZ1977  HISTORY     - 19880803 GOOD             NGS
 CZ1977  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ1977  HISTORY     - 19990105 GOOD             USPSQD
 CZ1977
 CZ1977                          STATION DESCRIPTION
 CZ1977
 CZ1977'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1977'THE STATION IS ABOUT 15.7 MILES SOUTHWEST OF TUCSON ALONG THE NORTH
 CZ1977'SIDE OF ARIZONA HIGHWAY 86, NORTH OF RIGHT-OF-WAY FENCE.
 CZ1977'
 CZ1977'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED PALO 1978.  IT IS
 CZ1977'SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT WHICH IS 99.35 FEET
 CZ1977'NORTH OF THE HIGHWAY CENTERLINE AND 42 FEET NORTH OF THE RIGHT-OF-WAY
 CZ1977'FENCE AND MARKED BY A WITNESS POST AND SIGN 4 FEET TO EAST OF STATION.
 CZ1977'
 CZ1977'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED PALO RM 1
 CZ1977'1978.  IT IS STAMPED IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1977'139.55 FEET NORTH OF RIGHT-OF-WAY FENCELINE.
 CZ1977'
 CZ1977'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED PALO RM 2
 CZ1977'1978.  IT IS SET IN TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT 55
 CZ1977'FEET NORTH OF HIGHWAY CENTERLINE AND JUST NORTH OF THE RIGHT-OF-WAY
 CZ1977'FENCE.
 CZ1977'
 CZ1977'TO REACH THE STATION FROM THE INTERSECTION OF MISSION ROAD AND AJO WAY
 CZ1977'IN SOUTHWEST TUCSON, TRAVEL WEST ON ARIZONA HIGHWAY 86 FOR 13.25 MILES
 CZ1977'TO MILE POST 157.20 AND THE STATION ON THE RIGHT JUST NORTH OF THE
 CZ1977'RIGHT-OF-WAY FENCELINE.
 CZ1977
 CZ1977                          STATION RECOVERY (1988)
 CZ1977
 CZ1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CZ1977'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ1977'THE 1978 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 CZ1977
 CZ1977                          STATION RECOVERY (1995)
 CZ1977
 CZ1977'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1977'MARK NOT FOUND.
 CZ1977
 CZ1977                          STATION RECOVERY (1999)
 CZ1977
 CZ1977'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ1977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2056 ***********************************************************************
 DU2056  DESIGNATION -  PALO
 DU2056  PID         -  DU2056
 DU2056  STATE/COUNTY-  AZ/PINAL
 DU2056  USGS QUAD   -  FLORENCE NE (1966)
 DU2056
 DU2056                         *CURRENT SURVEY CONTROL
 DU2056  ___________________________________________________________________
 DU2056* NAD 83(1992)-  33 08 09.30598(N)    111 20 38.37686(W)     ADJUSTED  
 DU2056* NAVD 88     -       545.1    (meters)    1788.     (feet)  VERTCON   
 DU2056  ___________________________________________________________________
 DU2056  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DU2056  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU2056  HORZ ORDER  -  SECOND
 DU2056
 DU2056.The horizontal coordinates were established by classical geodetic methods
 DU2056.and adjusted by the National Geodetic Survey in August 1993.
 DU2056
 DU2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2056
 DU2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2056
 DU2056.The geoid height was determined by GEOID03.
 DU2056
 DU2056;                    North         East     Units Scale Factor Converg.
 DU2056;SPC AZ C     -   236,970.112   266,790.950   MT  0.99993519   +0 18 47.0
 DU2056;SPC AZ C     -   777,461.00    875,298.39   iFT  0.99993519   +0 18 47.0
 DU2056;UTM  12      - 3,666,407.677   467,914.837   MT  0.99961269   -0 11 16.9
 DU2056
 DU2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2056!SPC AZ C     -   0.99991904  x   0.99993519  =   0.99985424
 DU2056!UTM  12      -   0.99991904  x   0.99961269  =   0.99953176
 DU2056
 DU2056|---------------------------------------------------------------------|
 DU2056| PID    Reference Object                     Distance      Geod. Az  |
 DU2056|                                                           dddmmss.s |
 DU2056| CH6040 PALO RM 2                            12.580 METERS 09205     |
 DU2056| DU2063 FLORENCE STATE PRISON TANK          APPROX.12.5 KM 1921214.5 |
 DU2056| DU2066 MILL                                APPROX. 5.2 KM 2120443.8 |
 DU2056| CH6039 PALO RM 1                             7.852 METERS 31838     |
 DU2056| DU2057 PASTURE                             APPROX. 3.6 KM 3444200.7 |
 DU2056|---------------------------------------------------------------------|
 DU2056
 DU2056                          SUPERSEDED SURVEY CONTROL
 DU2056
 DU2056  NAD 83(1986)-  33 08 09.29922(N)    111 20 38.37842(W) AD(       ) 2
 DU2056  NAD 27      -  33 08 09.09511(N)    111 20 35.93779(W) AD(       ) 2
 DU2056  NGVD 29 (07/19/86)  544.5    (m)         1786.     (f) VERT ANG    3  
 DU2056
 DU2056.Superseded values are not recommended for survey control.
 DU2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2056.See file dsdata.txt to determine how the superseded data were derived.
 DU2056
 DU2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6791566408(NAD 83)
 DU2056_MARKER: DS = TRIANGULATION STATION DISK
 DU2056_SETTING: 66 = SET IN ROCK OUTCROP
 DU2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2056+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU2056
 DU2056  HISTORY     - Date     Condition        Report By
 DU2056  HISTORY     - 1936     MONUMENTED       CGS
 DU2056  HISTORY     - 1956     GOOD             AMS
 DU2056  HISTORY     - 1966     GOOD             AMS
 DU2056  HISTORY     - 1975     GOOD             NGS
 DU2056  HISTORY     - 20080416 GOOD             GEOCAC
 DU2056
 DU2056                          STATION DESCRIPTION
 DU2056
 DU2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2056'ABOUT 9.0 MILES NORTHEAST OF FLORENCE, ON THE HIGHEST POINT OF A
 DU2056'LOW LAVA KNOLL, WHICH IS COVERED WITH PALOVERDE TREES, AND ABOUT
 DU2056'1.0 MILE, AIR LINE, EAST OF U.S. HIGHWAY NO. 80.  MARKED BY
 DU2056'A STANDARD BRONZE DISK.  REFERENCE MARK
 DU2056'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 7.850
 DU2056'METERS (25.75 FEET) FROM STATION N 41 DEG 20 MIN W.
 DU2056'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2056'IS 12.570 METERS (41.24 FEET) FROM STATION S 87 DEG 56 MIN E.
 DU2056'TRIANGULATION STATION PASTURE USED AS AZIMUTH MARK.
 DU2056
 DU2056                          STATION RECOVERY (1956)
 DU2056
 DU2056'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2056'STATION RECOVERED AS DESCRIBED.
 DU2056'
 DU2056'BOTH REFERENCE MARKS WERE RECOVERED.
 DU2056
 DU2056                          STATION RECOVERY (1966)
 DU2056
 DU2056'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DU2056'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 DU2056'AZIMUTH MARK PASTURE WAS NOT FOUND.
 DU2056
 DU2056                          STATION RECOVERY (1975)
 DU2056
 DU2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 DU2056'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED AND FOUND IN GOOD
 DU2056'CONDITION.  THE ANGLES TO THE REFERENCE MARKS CHECKED WITHIN ONE
 DU2056'MINUTE AND THE DISTANCES BY 0.01 M.
 DU2056'
 DU2056'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2056'
 DU2056'FROM THE COURTHOUSE IN FLORENCE GO EAST ON STATE ROUTE 287 FOR 0.4
 DU2056'MILES TO INTERSECTION OF U.S. HWY. 80, GO LEFT (NORTH) ON U.S. 80
 DU2056'FOR 7 MILES TO A TRACK ROAD TO THE RIGHT.  CROSS A CATTLE GUARD AT
 DU2056'THE RIGHT-OF-WAY FENCE LINE AND GO NORTHEAST FOR 1 MILE TO A GATE
 DU2056'IN THE FENCE, TAKE A HARD RIGHT AND FOLLOW DIM TRACK ROAD FOR 0.2
 DU2056'MILES AND TURN SOUTH CROSS COUNTRY FOR 0.2 MILES TO TRACK ROAD.
 DU2056'GO EAST 0.2 MILES TO THE BASE OF HILL AND FOLLOW TRACK ROAD TO
 DU2056'MIDDLE TOP OF RIDGE AND THE STATION.
 DU2056'
 DU2056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE 9 MILES
 DU2056'FROM FLORENCE.
 DU2056'
 DU2056'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2056
 DU2056                          STATION RECOVERY (2008)
 DU2056
 DU2056'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2109 ***********************************************************************
 DV2109  DESIGNATION -  PALO
 DV2109  PID         -  DV2109
 DV2109  STATE/COUNTY-  AZ/PINAL
 DV2109  USGS QUAD   -  ENID (1978)
 DV2109
 DV2109                         *CURRENT SURVEY CONTROL
 DV2109  ___________________________________________________________________
 DV2109* NAD 83(1992)-  33 01 34.24689(N)    112 10 34.08392(W)     ADJUSTED  
 DV2109* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 DV2109  ___________________________________________________________________
 DV2109  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV2109  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DV2109  HORZ ORDER  -  FIRST
 DV2109
 DV2109.The horizontal coordinates were established by classical geodetic methods
 DV2109.and adjusted by the National Geodetic Survey in August 1993.
 DV2109
 DV2109.The orthometric height was scaled from a topographic map.
 DV2109
 DV2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2109
 DV2109.The geoid height was determined by GEOID03.
 DV2109
 DV2109;                    North         East     Units Scale Factor Converg.
 DV2109;SPC AZ C     -   224,684.615   189,121.458   MT  0.99990724   -0 08 29.1
 DV2109;SPC AZ C     -   737,154.25    620,477.22   iFT  0.99990724   -0 08 29.1
 DV2109;UTM  12      - 3,654,803.726   390,159.725   MT  0.99974876   -0 38 27.9
 DV2109
 DV2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2109!SPC AZ C     -   0.99993844  x   0.99990724  =   0.99984569
 DV2109!UTM  12      -   0.99993844  x   0.99974876  =   0.99968722
 DV2109
 DV2109:                Primary Azimuth Mark                     Grid Az
 DV2109:SPC AZ C     -  ENID                                     338 50 25.0
 DV2109:UTM  12      -  ENID                                     339 20 23.8
 DV2109
 DV2109|---------------------------------------------------------------------|
 DV2109| PID    Reference Object                     Distance      Geod. Az  |
 DV2109|                                                           dddmmss.s |
 DV2109| DV0316 ENID                                APPROX. 6.5 KM 3384155.9 |
 DV2109|---------------------------------------------------------------------|
 DV2109
 DV2109                          SUPERSEDED SURVEY CONTROL
 DV2109
 DV2109  NAD 83(1986)-  33 01 34.23841(N)    112 10 34.08661(W) AD(       ) 1
 DV2109  NAD 27      -  33 01 34.05664(N)    112 10 31.56542(W) AD(       ) 1
 DV2109
 DV2109.Superseded values are not recommended for survey control.
 DV2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2109.See file dsdata.txt to determine how the superseded data were derived.
 DV2109
 DV2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9016054804(NAD 83)
 DV2109_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV2109_SETTING: 0 = UNSPECIFIED SETTING
 DV2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2109
 DV2109  HISTORY     - Date     Condition        Report By
 DV2109  HISTORY     - 1949     MONUMENTED       AMS
 DV2109
 DV2109                          STATION DESCRIPTION
 DV2109
 DV2109'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949
 DV2109'MONUMENT PALO IS A STANDARD U.S.E.D. BRONZE CAP SET IN A LARGE
 DV2109'ROCK OF THE HIGHEST NORTHERN PEAK OF THE PALO VERDE MOUNTAINS,
 DV2109'APPROXIMATELY 8 AIRLINE MILES SOUTHWEST OF MARICOPA.
 DV2109'
 DV2109'TO REACH THE STATION FROM MARICOPA, GO NORTHWEST ALONG THE
 DV2109'S.P.R.R. FOR APPROXIMATELY 8 MILES, TURN SOUTH ON THE ROAD TO
 DV2109'HIDDEN VALLEY, TURN WEST ON A TRAIL PARALLELING THE SOUTH SIDE OF
 DV2109'THE R.R. FOR APPROXIMATELY 3 MILES, TURN SOUTH ON A TRAIL
 DV2109'ACCROSS THE DESERT FOR APPROXIMATELY 3 MILES TO A LARGE WATER
 DV2109'TANK, TURN WEST ALONG A FENCE TO THE BASE OF THE MOUNTAINS.
 DV2109'STATION IS SOUTHEAST OF THE END OF THE TRUCK TRAVEL.  A ONE
 DV2109'HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1423 ***********************************************************************
 DA1423  DESIGNATION -  PALOMAS
 DA1423  PID         -  DA1423
 DA1423  STATE/COUNTY-  AZ/YUMA
 DA1423  USGS QUAD   -  KOFA (1982)
 DA1423
 DA1423                         *CURRENT SURVEY CONTROL
 DA1423  ___________________________________________________________________
 DA1423* NAD 83(1992)-  32 59 31.30947(N)    113 37 33.49011(W)     ADJUSTED  
 DA1423* NAVD 88     -       539.1    (meters)    1769.     (feet)  VERTCON   
 DA1423  ___________________________________________________________________
 DA1423  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DA1423  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DA1423  HORZ ORDER  -  FIRST
 DA1423
 DA1423.The horizontal coordinates were established by classical geodetic methods
 DA1423.and adjusted by the National Geodetic Survey in August 1993.
 DA1423
 DA1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1423
 DA1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1423
 DA1423.The geoid height was determined by GEOID03.
 DA1423
 DA1423;                    North         East     Units Scale Factor Converg.
 DA1423;SPC AZ W     -   220,881.963   224,951.324   MT  0.99993499   +0 04 03.1
 DA1423;SPC AZ W     -   724,678.36    738,029.28   iFT  0.99993499   +0 04 03.1
 DA1423;UTM  12      - 3,653,466.450   254,635.590   MT  1.00034237   -1 25 50.2
 DA1423
 DA1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1423!SPC AZ W     -   0.99992043  x   0.99993499  =   0.99985543
 DA1423!UTM  12      -   0.99992043  x   1.00034237  =   1.00026277
 DA1423
 DA1423|---------------------------------------------------------------------|
 DA1423| PID    Reference Object                     Distance      Geod. Az  |
 DA1423|                                                           dddmmss.s |
 DA1423| CH3862 PALOMAS RM 2                          7.234 METERS 12904     |
 DA1423| DA1434 GROWL                               APPROX.18.4 KM 2382514.0 |
 DA1423| CH3861 PALOMAS RM 1                         15.356 METERS 27604     |
 DA1423| DA1424 PALOMAS BM                            2.625 METERS 30608     |
 DA1423|---------------------------------------------------------------------|
 DA1423
 DA1423                          SUPERSEDED SURVEY CONTROL
 DA1423
 DA1423  NAD 83(1986)-  32 59 31.30383(N)    113 37 33.49584(W) AD(       ) 1
 DA1423  NAD 27      -  32 59 31.14600(N)    113 37 30.77700(W) AD(       ) 1
 DA1423  NGVD 29 (07/19/86)  538.4    (m)         1766.     (f) VERT ANG    3  
 DA1423
 DA1423.Superseded values are not recommended for survey control.
 DA1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1423.See file dsdata.txt to determine how the superseded data were derived.
 DA1423
 DA1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5463653466(NAD 83)
 DA1423_MARKER: DS = TRIANGULATION STATION DISK
 DA1423_SETTING: 66 = SET IN ROCK OUTCROP
 DA1423
 DA1423  HISTORY     - Date     Condition        Report By
 DA1423  HISTORY     - 1934     MONUMENTED       CGS
 DA1423  HISTORY     - 1949     GOOD             CGS
 DA1423  HISTORY     - 1950     GOOD             CGS
 DA1423
 DA1423                          STATION DESCRIPTION
 DA1423
 DA1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1423'STATION IS ON A SHARP ROCKY PEAK ABOUT 11 MILES, AIR LINE,
 DA1423'NW FROM PALOMAS POST OFFICE.  THIS PEAK IS ABOUT 1/2 MILE
 DA1423'SE OF THE HIGHEST PEAK OF THE PALOMAS MOUNTAINS RANGE.  THERE
 DA1423'IS ANOTHER PEAK ABOUT THE SAME IN ELEVATION ON THE SAME RIDGE
 DA1423'ABOUT 1/2 MILE S FROM THE STATION.
 DA1423'
 DA1423'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 DA1423'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 DA1423'IN THE ROCK.
 DA1423'
 DA1423'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 DA1423'HOLES IN OUTCROPPING BEDROCK.
 DA1423'
 DA1423'TO REACH FROM PALOMAS POST OFFICE, GO N 3.2 MILES ON THE
 DA1423'MAIN-TRAVELED ROAD, TURN LEFT AT SIGNS READING HYDER, HORN,
 DA1423'PALOMAS, FOLLOW MAIN-TRAVELED ROAD W FOR 2.1 MILES, TURN RIGHT AND
 DA1423'CROSS RAILROAD TRACKS.  THIS POINT IS ABOUT 1 MILE W OF THE
 DA1423'HORN SECTION QUARTERS.  FOLLOW A VERY ROUGH ROAD NORTHWESTERLY
 DA1423'FOR 5.1 MILES, TAKE A LEFT FORK AND GO 1.8 MILES AND PASS
 DA1423'A SHINGLED HOUSE.  GO 0.4 MILE TO END OF TRUCK TRAVEL.  WALK
 DA1423'W UP THE LARGE DRAW AND CLIMB TO THE STATION, ARRIVING ON
 DA1423'TOP OF THE RIDGE JUST N OF THE STATION.  A VERY STEEP CLIMB.
 DA1423
 DA1423                          STATION RECOVERY (1949)
 DA1423
 DA1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DA1423'STATION RECOVERED AND ALL MARKS FOUND AND IN GOOD CONDITION
 DA1423'AS DESCRIBED.  THE DISTANCES TO THE REFERENCE MARKS WERE NOT
 DA1423'MEASURED IN 1934.  A NEW TO REACH FOLLOWS--
 DA1423'
 DA1423'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE NORTHWEST OF
 DA1423'PALOMAS, ABOUT 14 MILES AIR LINE NORTH-NORTHEAST OF DATELAND
 DA1423'AND ABOUT 0.5 MILE AIR LINE EAST-SOUTHEAST OF THE HIGHEST PEAK OF
 DA1423'THE PALOMAS MOUNTAINS.  THE STATION MARK IS SET 10 FEET EAST
 DA1423'OF THE HIGHEST POINT, PROJECTS 12 INCHES AND STAMPED, PALOMAS
 DA1423'1934.
 DA1423'
 DA1423'REFERENCE MARK NO. 1 IS SET FLUSH APPROXIMATELY 30 FEET LOWER
 DA1423'THAN THE STATION AND STAMPED, PALOMAS 1934 NO 1.
 DA1423'
 DA1423'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN THE
 DA1423'STATION, PROJECTS 14 FEET AND STAMPED, PALOMAS 1934 NO 2.
 DA1423'
 DA1423'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY MARK (IN COOPERATION
 DA1423'WITH THE STATE), SET FLUSH ON THE HIGHEST POINT, APPROXIMATELY
 DA1423'2 FEET HIGHER THAN THE STATION AND STAMPED, R S 1925 PALOMAS.
 DA1423'
 DA1423'TO REACH THE STATION FROM THE POST OFFICE IN DATELAND, GO EAST
 DA1423'ON U.S. HIGHWAY 80 FOR 0.05 MILE TO A GRADED ROAD ON THE LEFT,
 DA1423'NORTH.  TURN LEFT, AND CONTINUE ON THIS ROAD FOR 9.2 MILES
 DA1423'TO A T-INTERSECTION.  TURN LEFT, WEST, FOR 1.5 MILES TO A ROAD
 DA1423'RIGHT, NORTH.  TURN RIGHT AND CROSS THE RAILROAD TRACKS TO A
 DA1423'LARGE MONUMENT COMMEMORATING THE 81ST INFANTRY DIVISION.
 DA1423'CONTINUE NORTH ON THE BLADED ROAD FOR 0.6 MILE TO A CROSSROAD.
 DA1423'TURN RIGHT, EAST, FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT,
 DA1423'NORTH, AND FOLLOW THE MAIN BLADED ROAD FOR 5.9 MILES TO AN
 DA1423'OLD BUILDING SITE ON THE LEFT.  CONTINUE ON THE MAIN ROAD,
 DA1423'WHICH IS NOW NOT BLADED BECAUSE OF SANDY AREAS, FOR 0.6 MILE
 DA1423'AND THENCE TURN OFF OF THE ROAD (END OF TRUCK TRAVEL FOR A 2
 DA1423'WHEEL DRIVE VEHICLE) LEFT, SOUTHWEST, AND CROSS THE MAIN
 DA1423'WASH AND GO 0.1 MILE AND THENCE TURN LEFT UP THE WASH
 DA1423'TOWARDS THE STATION FOR 0.1 MILE TO A RIDGE ON THE RIGHT.
 DA1423'TURN RIGHT ONTO THE RIDGE AND FOLLOW TRACKS FOR 0.4 MILE TO
 DA1423'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL, PACK DIRECTLY
 DA1423'UP THE STEEP RIDGE TO THE STATION.  A 45-MINUTE PACK.
 DA1423'
 DA1423'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DA1423
 DA1423                          STATION RECOVERY (1950)
 DA1423
 DA1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DA1423'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN LITHOGRAPHED
 DA1423'RECOVERY NOTE OF 1949.  ALL MARKS FOUND IN GOOD CONDITION.
 DA1423'
 DA1423'THE ANGLE BETWEEN R.M. 1 AND 2 WAS CHECKED.  A HORIZONTAL
 DA1423'MEASUREMENT TO R.M. 1 WAS MADE OF 15.649 METERS INSTEAD OF
 DA1423'15.657 METERS.  DISTANCES TO R.M. 2 AND R.M. (USGS) CHECKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1424 ***********************************************************************
 DA1424  DESIGNATION -  PALOMAS BM
 DA1424  PID         -  DA1424
 DA1424  STATE/COUNTY-  AZ/YUMA
 DA1424  USGS QUAD   -  KOFA (1982)
 DA1424
 DA1424                         *CURRENT SURVEY CONTROL
 DA1424  ___________________________________________________________________
 DA1424* NAD 83(1992)-  32 59 31.35973(N)    113 37 33.57178(W)     ADJUSTED  
 DA1424* NAVD 88     -       539.6    (meters)    1770.     (feet)  VERTCON   
 DA1424  ___________________________________________________________________
 DA1424  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DA1424  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DA1424  HORZ ORDER  -  SECOND
 DA1424
 DA1424.The horizontal coordinates were established by classical geodetic methods
 DA1424.and adjusted by the National Geodetic Survey in August 1993.
 DA1424
 DA1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1424
 DA1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1424
 DA1424.The geoid height was determined by GEOID03.
 DA1424
 DA1424;                    North         East     Units Scale Factor Converg.
 DA1424;SPC AZ W     -   220,883.508   224,949.202   MT  0.99993499   +0 04 03.1
 DA1424;SPC AZ W     -   724,683.43    738,022.32   iFT  0.99993499   +0 04 03.1
 DA1424;UTM  12      - 3,653,468.051   254,633.508   MT  1.00034239   -1 25 50.3
 DA1424
 DA1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1424!SPC AZ W     -   0.99992035  x   0.99993499  =   0.99985535
 DA1424!UTM  12      -   0.99992035  x   1.00034239  =   1.00026271
 DA1424
 DA1424                          SUPERSEDED SURVEY CONTROL
 DA1424
 DA1424  NAD 83(1986)-  32 59 31.35425(N)    113 37 33.57737(W) AD(       ) 2
 DA1424  NAD 27      -  32 59 31.19600(N)    113 37 30.85900(W) AD(       ) 2
 DA1424  NGVD 29 (07/19/86)  538.9    (m)         1768.     (f) VERT ANG    3  
 DA1424
 DA1424.Superseded values are not recommended for survey control.
 DA1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1424.See file dsdata.txt to determine how the superseded data were derived.
 DA1424
 DA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5463453468(NAD 83)
 DA1424_MARKER: DD = SURVEY DISK
 DA1424_SETTING: 0 = UNSPECIFIED SETTING
 DA1424
 DA1424  HISTORY     - Date     Condition        Report By
 DA1424  HISTORY     - 1950     MONUMENTED       USGS
 DA1424
 DA1424                          STATION DESCRIPTION
 DA1424
 DA1424'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 DA1424'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE NORTHWEST OF
 DA1424'PALOMAS, ABOUT 14 MILES AIR LINE NORTH-NORTHEAST OF DATELAND
 DA1424'AND ABOUT 0.5 MILE AIR LINE EAST-SOUTHEAST OF THE HIGHEST PEAK OF
 DA1424'THE PALOMAS MOUNTAINS.
 DA1424'
 DA1424'TO REACH THE STATION FROM THE POST OFFICE IN DATELAND, GO EAST
 DA1424'ON U.S. HIGHWAY 80 FOR 0.05 MILE TO A GRADED ROAD ON THE LEFT,
 DA1424'NORTH.  TURN LEFT, AND CONTINUE ON THIS ROAD FOR 9.2 MILES
 DA1424'TO A T-INTERSECTION.  TURN LEFT, WEST, FOR 1.5 MILES TO A ROAD
 DA1424'RIGHT, NORTH.  TURN RIGHT AND CROSS THE RAILROAD TRACKS TO A
 DA1424'LARGE MONUMENT COMMEMORATING THE 81ST INFANTRY DIVISION.
 DA1424'CONTINUE NORTH ON THE BLADED ROAD FOR 0.6 MILE TO A CROSSROAD.
 DA1424'TURN RIGHT, EAST, FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT,
 DA1424'NORTH, AND FOLLOW THE MAIN BLADED ROAD FOR 5.9 MILES TO AN
 DA1424'OLD BUILDING SITE ON THE LEFT.  CONTINUE ON THE MAIN ROAD,
 DA1424'WHICH IS NOW NOT BLADED BECAUSE OF SANDY AREAS, FOR 0.6 MILE
 DA1424'AND THENCE TURN OFF OF THE ROAD (END OF TRUCK TRAVEL FOR A 2
 DA1424'WHEEL DRIVE VEHICLE) LEFT, SOUTHWEST, AND CROSS THE MAIN
 DA1424'WASH AND GO 0.1 MILE AND THENCE TURN LEFT UP THE WASH
 DA1424'TOWARDS THE STATION FOR 0.1 MILE TO A RIDGE ON THE RIGHT.
 DA1424'TURN RIGHT ONTO THE RIDGE AND FOLLOW TRACKS FOR 0.4 MILE TO
 DA1424'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL, PACK DIRECTLY
 DA1424'UP THE STEEP RIDGE TO THE STATION.  A 45-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1589 ***********************************************************************
 CZ1589  DESIGNATION -  PAN 2
 CZ1589  PID         -  CZ1589
 CZ1589  STATE/COUNTY-  AZ/PINAL
 CZ1589  USGS QUAD   -  ELOY NORTH (1992)
 CZ1589
 CZ1589                         *CURRENT SURVEY CONTROL
 CZ1589  ___________________________________________________________________
 CZ1589* NAD 83(1992)-  32 45 15.00211(N)    111 35 07.04214(W)     NO CHECK  
 CZ1589* NAVD 88     -       471.07   (+/-2cm)    1545.5    (feet)  VERTCON   
 CZ1589  ___________________________________________________________________
 CZ1589  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 CZ1589  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1589  HORZ ORDER  -  THIRD
 CZ1589  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1589
 CZ1589.The horizontal coordinates were established by classical geodetic methods
 CZ1589.and adjusted by the National Geodetic Survey in August 1993.
 CZ1589.No horizontal observational check was made to the station.
 CZ1589
 CZ1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1589.The vertical order pertains to the NGVD 29 superseded value.
 CZ1589
 CZ1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1589
 CZ1589.The geoid height was determined by GEOID03.
 CZ1589
 CZ1589;                    North         East     Units Scale Factor Converg.
 CZ1589;SPC AZ C     -   194,539.440   244,410.825   MT  0.99991188   +0 10 45.4
 CZ1589;SPC AZ C     -   638,252.76    801,872.79   iFT  0.99991188   +0 10 45.4
 CZ1589;UTM  12      - 3,624,185.951   445,173.176   MT  0.99963706   -0 19 00.0
 CZ1589
 CZ1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1589!SPC AZ C     -   0.99993077  x   0.99991188  =   0.99984265
 CZ1589!UTM  12      -   0.99993077  x   0.99963706  =   0.99956785
 CZ1589
 CZ1589:                Primary Azimuth Mark                     Grid Az
 CZ1589:SPC AZ C     -  T7S R7E SECS 35 36 1/4 COR=B 279         000 42 46.7
 CZ1589:UTM  12      -  T7S R7E SECS 35 36 1/4 COR=B 279         001 12 32.1
 CZ1589
 CZ1589|---------------------------------------------------------------------|
 CZ1589| PID    Reference Object                     Distance      Geod. Az  |
 CZ1589|                                                           dddmmss.s |
 CZ1589| CH5541 T7S R7E SECS 35 36 1/4 COR=B 279                   0005332.1 |
 CZ1589| CZ1165 PAN                                 144.241 METERS 00811     |
 CZ1589| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 2.8 KM 0970952.0 |
 CZ1589| CZ1590 PAN 2 RM 4                           13.394 METERS 18100     |
 CZ1589| CZ1588 PAN 2 RM 3                           13.199 METERS 35939     |
 CZ1589|---------------------------------------------------------------------|
 CZ1589
 CZ1589                          SUPERSEDED SURVEY CONTROL
 CZ1589
 CZ1589  NAD 83(1986)-  32 45 14.99671(N)    111 35 07.04166(W) AD(       ) 3
 CZ1589  NAD 27      -  32 45 14.77030(N)    111 35 04.59780(W) AD(       ) 3
 CZ1589  NGVD 29 (??/??/92)  470.519  (m)         1543.69   (f) ADJ UNCH    1 2
 CZ1589
 CZ1589.Superseded values are not recommended for survey control.
 CZ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1589.See file dsdata.txt to determine how the superseded data were derived.
 CZ1589
 CZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4517324186(NAD 83)
 CZ1589_MARKER: DS = TRIANGULATION STATION DISK
 CZ1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1589_STAMPING: PAN 2
 CZ1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1589+STABILITY: SURFACE MOTION
 CZ1589
 CZ1589  HISTORY     - Date     Condition        Report By
 CZ1589  HISTORY     - 1962     MONUMENTED       CGS
 CZ1589  HISTORY     - 1975     GOOD             AZDT
 CZ1589
 CZ1589                          STATION DESCRIPTION
 CZ1589
 CZ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1589'THE STATION IS LOCATED ABOUT 2 MILES WEST OF ELOY, ABOUT 1 MILE
 CZ1589'SOUTH OF STATE HIGHWAY 84 AND IS ON THE ROAD RIGHT-OF-WAY ON THE
 CZ1589'WEST SIDE OF A GRAVEL ROAD.
 CZ1589'
 CZ1589'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ELOY, GO SOUTHEAST
 CZ1589'ON STATE HIGHWAY 84 FOR 0.35 MILE TO SUNSHINE BLVD., TURN RIGHT,
 CZ1589'CROSS RAILROAD TRACKS, TURN RIGHT, GO WEST ON ALSDORF ROAD
 CZ1589'FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT, GO NORTH ON A GRAVELED
 CZ1589'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 CZ1589'
 CZ1589'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF
 CZ1589'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 CZ1589'STAMPED PAN 2 1962.  THE MARK IS 232 FEET SOUTH OF A POWER
 CZ1589'LINE POLE, 98 FEET NORTH OF A POWER LINE POLE, 32 FEET WEST OF
 CZ1589'THE CENTER OF ROAD AND 2.6 FEET EAST OF A WITNESS POST.
 CZ1589'
 CZ1589'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF A
 CZ1589'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 CZ1589'STAMPED PAN 2 NO 3 1962.  THE MARK IS 189 FEET SOUTH SOUTH
 CZ1589'OF A POWER LINE POLE, 44.2 FEET NORTH OF A WITNESS POST AND 32.5
 CZ1589'FEET WEST OF THE CENTER OF ROAD.
 CZ1589'
 CZ1589'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN TOP OF A
 CZ1589'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 CZ1589'STAMPED PAN 2 NO 4 1962.  THE MARK IS 54.5 FEET NORTH OF A
 CZ1589'POWER LINE POLE, 43.4 FEET SOUTH OF A WITNESS POST AND 32.5
 CZ1589'FEET WEST OF THE CENTER OF ROAD.
 CZ1589'
 CZ1589'AZIMUTH MARK, A GENERAL LAND OFFICE SURVEY DISK WHICH IS BRAZED
 CZ1589'TO THE TOP OF A ROD AND IS STAMPED T4 S35 S36 B279 1928.  THE
 CZ1589'MARK IS 100 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 84, 44
 CZ1589'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 42 FEET NORTH OF THE
 CZ1589'NORTH RAIL OF RAILROAD TRACKS, 18.2 FEET SOUTHWEST OF A GAS
 CZ1589'LINE MARKER AND 1.3 FEET EAST OF A WITNESS POST.  THE MARK
 CZ1589'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 CZ1589'
 CZ1589'A TRAVERSE CONNECTION WAS MADE FROM PAN 2 TO PAN 1960.  THE
 CZ1589'DISTANCE IS SHOWN ABOVE.
 CZ1589'
 CZ1589'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL
 CZ1589'ROAD FOR 1.0 MILE TO END OF ROAD.  HERE WALK NORTH ACROSS
 CZ1589'THE RAILROAD TRACKS TO THE MARK AS DESCRIBED.
 CZ1589
 CZ1589                          STATION RECOVERY (1975)
 CZ1589
 CZ1589'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1589'4.45 MI NW FROM ELOY.
 CZ1589'FROM MILEPOST 206, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES. THENCE
 CZ1589'PACK SOUTH ABOUT 670 FT. AND TO THE STATION.  3 FT. NORTHEAST OF USC
 CZ1589'AND GS WITNESS POST.  32 FT. EAST OF NORTH SOUTH IRRIGATION DITCH. 50
 CZ1589'FT. WEST OF AN ABANDONED ROAD.  A USC AND GS TRIANGULATION BRASS CAP,
 CZ1589'SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1588 ***********************************************************************
 CZ1588  DESIGNATION -  PAN 2 RM 3
 CZ1588  PID         -  CZ1588
 CZ1588  STATE/COUNTY-  AZ/PINAL
 CZ1588  USGS QUAD   -  ELOY NORTH (1992)
 CZ1588
 CZ1588                         *CURRENT SURVEY CONTROL
 CZ1588  ___________________________________________________________________
 CZ1588* NAD 83(1986)-  32 45 18.     (N)    111 35 02.     (W)     SCALED    
 CZ1588* NAVD 88     -       471.02   (+/-2cm)    1545.3    (feet)  VERTCON   
 CZ1588  ___________________________________________________________________
 CZ1588  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1588  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1588
 CZ1588.The horizontal coordinates were scaled from a topographic map and have
 CZ1588.an estimated accuracy of +/- 6 seconds.
 CZ1588
 CZ1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1588.The vertical order pertains to the NGVD 29 superseded value.
 CZ1588
 CZ1588.The geoid height was determined by GEOID03.
 CZ1588
 CZ1588;                    North         East    Units  Estimated Accuracy
 CZ1588;SPC AZ C     -   194,630.      244,540.      MT  (+/- 180 meters Scaled)
 CZ1588
 CZ1588                          SUPERSEDED SURVEY CONTROL
 CZ1588
 CZ1588  NGVD 29 (??/??/92)  470.473  (m)         1543.54   (f) ADJ UNCH    1 2
 CZ1588
 CZ1588.Superseded values are not recommended for survey control.
 CZ1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1588.See file dsdata.txt to determine how the superseded data were derived.
 CZ1588
 CZ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB453242(NAD 83)
 CZ1588_MARKER: DR = REFERENCE MARK DISK
 CZ1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1588_STAMPING: PAN 2 NO 3
 CZ1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1588+STABILITY: SURFACE MOTION
 CZ1588
 CZ1588  HISTORY     - Date     Condition        Report By
 CZ1588  HISTORY     - 1962     MONUMENTED       CGS
 CZ1588  HISTORY     - 1975     GOOD             AZDT
 CZ1588
 CZ1588                          STATION DESCRIPTION
 CZ1588
 CZ1588'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1588'4.45 MI NW FROM ELOY.
 CZ1588'FROM MILEPOST 206, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES AND TO
 CZ1588'THE STATION ON THE RIGHT.  ABOUT 500 FT. SOUTH OF THE SOUTH R/W FENCE
 CZ1588'LINE.  33 FT. EAST OF A NORTH SOUTH IRRIGATION DITCH.  A USC AND GS
 CZ1588'REFERENCE BRASS CAP, SET IN A 12 IN. CONCRETE POST, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1590 ***********************************************************************
 CZ1590  DESIGNATION -  PAN 2 RM 4
 CZ1590  PID         -  CZ1590
 CZ1590  STATE/COUNTY-  AZ/PINAL
 CZ1590  USGS QUAD   -  ELOY NORTH (1992)
 CZ1590
 CZ1590                         *CURRENT SURVEY CONTROL
 CZ1590  ___________________________________________________________________
 CZ1590* NAD 83(1986)-  32 45 18.     (N)    111 35 02.     (W)     SCALED    
 CZ1590* NAVD 88     -       471.19   (+/-2cm)    1545.9    (feet)  VERTCON   
 CZ1590  ___________________________________________________________________
 CZ1590  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1590  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1590
 CZ1590.The horizontal coordinates were scaled from a topographic map and have
 CZ1590.an estimated accuracy of +/- 6 seconds.
 CZ1590
 CZ1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1590.The vertical order pertains to the NGVD 29 superseded value.
 CZ1590
 CZ1590.The geoid height was determined by GEOID03.
 CZ1590
 CZ1590;                    North         East    Units  Estimated Accuracy
 CZ1590;SPC AZ C     -   194,630.      244,540.      MT  (+/- 180 meters Scaled)
 CZ1590
 CZ1590                          SUPERSEDED SURVEY CONTROL
 CZ1590
 CZ1590  NGVD 29 (??/??/92)  470.637  (m)         1544.08   (f) ADJ UNCH    1 2
 CZ1590
 CZ1590.Superseded values are not recommended for survey control.
 CZ1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1590.See file dsdata.txt to determine how the superseded data were derived.
 CZ1590
 CZ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB453242(NAD 83)
 CZ1590_MARKER: DR = REFERENCE MARK DISK
 CZ1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1590_STAMPING: PAN 2 NO 4
 CZ1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1590+STABILITY: SURFACE MOTION
 CZ1590
 CZ1590  HISTORY     - Date     Condition        Report By
 CZ1590  HISTORY     - 1962     MONUMENTED       CGS
 CZ1590  HISTORY     - 1975     GOOD             AZDT
 CZ1590
 CZ1590                          STATION DESCRIPTION
 CZ1590
 CZ1590'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1590'4.45 MI NW FROM ELOY.
 CZ1590'FROM MILEPOST 206, I-10, EAST ON THE INTERSTATE FOR 0.3 MILES. THENCE
 CZ1590'PACK SOUTH ABOUT 700 FT. AND TO THE STATION.  45 FT. SOUTH OF USC AND
 CZ1590'GS WITNESS POST AND MAIN STATION.  A USC AND GS REFERENCE MARK BRASS
 CZ1590'CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.25 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0409 ***********************************************************************
 GQ0409  DESIGNATION -  PANCHO
 GQ0409  PID         -  GQ0409
 GQ0409  STATE/COUNTY-  AZ/MOHAVE
 GQ0409  USGS QUAD   -  SULLIVAN DRAW SOUTH (1979)
 GQ0409
 GQ0409                         *CURRENT SURVEY CONTROL
 GQ0409  ___________________________________________________________________
 GQ0409* NAD 83(1992)-  36 36 03.59878(N)    113 31 25.78568(W)     ADJUSTED  
 GQ0409* NAVD 88     -      1669.3    (meters)    5477.     (feet)  VERTCON   
 GQ0409  ___________________________________________________________________
 GQ0409  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 GQ0409  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 GQ0409  HORZ ORDER  -  THIRD
 GQ0409
 GQ0409.The horizontal coordinates were established by classical geodetic methods
 GQ0409.and adjusted by the National Geodetic Survey in August 1993.
 GQ0409
 GQ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0409
 GQ0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0409
 GQ0409.The geoid height was determined by GEOID03.
 GQ0409
 GQ0409;                    North         East     Units Scale Factor Converg.
 GQ0409;SPC AZ W     -   621,240.420   233,595.196   MT  0.99993838   +0 08 05.5
 GQ0409;SPC AZ W     - 2,038,190.35    766,388.44   iFT  0.99993838   +0 08 05.5
 GQ0409;UTM  12      - 4,053,577.084   274,250.403   MT  1.00022792   -1 30 19.6
 GQ0409
 GQ0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0409!SPC AZ W     -   0.99974183  x   0.99993838  =   0.99968022
 GQ0409!UTM  12      -   0.99974183  x   1.00022792  =   0.99996969
 GQ0409
 GQ0409:                Primary Azimuth Mark                     Grid Az
 GQ0409:SPC AZ W     -  PANCHO AZ MK                             043 06 44.6
 GQ0409:UTM  12      -  PANCHO AZ MK                             044 45 09.7
 GQ0409
 GQ0409|---------------------------------------------------------------------|
 GQ0409| PID    Reference Object                     Distance      Geod. Az  |
 GQ0409|                                                           dddmmss.s |
 GQ0409| CH3863 PANCHO AZ MK                                       0431450.1 |
 GQ0409| CH3864 PANCHO RM 1                          11.153 METERS 19135     |
 GQ0409| CH3865 PANCHO RM 2                           7.185 METERS 32743     |
 GQ0409|---------------------------------------------------------------------|
 GQ0409
 GQ0409                          SUPERSEDED SURVEY CONTROL
 GQ0409
 GQ0409  NAD 83(1986)-  36 36 03.59393(N)    113 31 25.78383(W) AD(       ) 3
 GQ0409  NAD 27      -  36 36 03.66700(N)    113 31 22.96600(W) AD(       ) 3
 GQ0409  NGVD 29 (07/19/86) 1668.4    (m)         5474.     (f) VERT ANG    3  
 GQ0409
 GQ0409.Superseded values are not recommended for survey control.
 GQ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0409.See file dsdata.txt to determine how the superseded data were derived.
 GQ0409
 GQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7425053577(NAD 83)
 GQ0409_MARKER: DS = TRIANGULATION STATION DISK
 GQ0409_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0409_SP_SET: PARTIALLY EXPOSED BEDROCK
 GQ0409
 GQ0409  HISTORY     - Date     Condition        Report By
 GQ0409  HISTORY     - 1953     MONUMENTED       CGS
 GQ0409
 GQ0409                          STATION DESCRIPTION
 GQ0409
 GQ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0409'THE STATION IS ABOUT 35 MILES SOUTH OF ST. GEORGE, UTAH,
 GQ0409'11 MILES SOUTH OF THE CABIN AT WOLF HOLE, ARIZONA, AND 6 MILES
 GQ0409'WEST OF THE MAIN TRAVELLED ROAD LEADING FROM WOLF HOLE TO
 GQ0409'MT. TRUMBULL, ARIZONA.  IT IS ON THE CREST OF A LOW INCONSPICOUS
 GQ0409'RIDGE-LIKE MESA THAT IS COVERED WITH SAGE BRUSH AND JUNIPER
 GQ0409'TREES.
 GQ0409'
 GQ0409'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH, BY GOING
 GQ0409'EAST ON PAVED ROAD FOR 0.7 MILE TO THE NORTHEAST CORNER
 GQ0409'OF THE CEMETERY.  TURN RIGHT, SOUTH, AND CONTINUE FOR 2.1
 GQ0409'MILES TO ROAD FORKS AT THE SOUTH END OF THE VIRGIN RIVER
 GQ0409'BRIDGE.  TAKE RIGHT FORK SOUTH FOR 1.4 MILES TO FORKS.  KEEP
 GQ0409'RIGHT FORK SOUTH FOR 1.4 MILES TO FORKS.  TAKE LEFT FORK
 GQ0409'AND FOLLOW THE MAIN TRAVELLED ROAD SOUTHERLY FOR 23.2 MILES
 GQ0409'TO THE CABIN AT WOLF HOLE.  CONTINUE SOUTH ON THE MAIN
 GQ0409'TRAVELLED ROAD FOR 0.6 MILE TO ROAD FORKS.  TAKE LEFT FORK AND
 GQ0409'CONTINUE SOUTH FOR 2.6 MILES TO ROAD FORKS.  TAKE RIGHT FORK
 GQ0409'AND CONTINUE FOR 1.8 MILES TO CROSSROADS.  CONTINUE
 GQ0409'STRAIGHT AHEAD FOR 3.2 MILES TO A GATE AND RESERVOIR ON
 GQ0409'RIGHT.  PASS THROUGH GATE AND CONTINUE ON MAIN TRAVELLED
 GQ0409'ROAD FOR 1.5 MILES TO ROAD FORKS.  TAKE LEFT FORK ALONG
 GQ0409'LEFT (EAST) SIDE OF RESERVOIR AND CONTINUE 0.8 MILES TO A
 GQ0409'DIM SIDE ROAD LEFT.  TAKE DIM LEFT FORK SOUTHEAST FOR 1.3
 GQ0409'MILES TO SUMMIT OF RIDGE.  TURN SHARP RIGHT ON VERY DIM TRACKS
 GQ0409'AND GO 0.2 MILES (AZIMUTH MARK IS 0.05 MILE WEST OF THIS
 GQ0409'POINT).  CONTINUE AHEAD ALONG CREST OF RIDGE FOR 0.5 MILE
 GQ0409'TO THE STATION.
 GQ0409'
 GQ0409'STATION MARK, STAMPED PANCHO 1953, IS A STANDARD DISK CEMENTED
 GQ0409'IN BEDROCK AND IS FLUSH.  IT IS 12 FEET WEST OF A WHITE
 GQ0409'WITNESS POST IN A CAIRN.
 GQ0409'
 GQ0409'REFERENCE MARK 1, STAMPED PANCHO NO 1 1953, IS A STANDARD
 GQ0409'DISK CEMENTED IN BEDROCK AND PROJECTS 1 INCH.
 GQ0409'
 GQ0409'REFERENCE MARK 2, STAMPED PANCHO NO 2 1953, IS A STANDARD
 GQ0409'DISK CEMENTED IN BEDROCK AND PROJECTS 2 INCHES.
 GQ0409'
 GQ0409'AZIMUTH MARK, STAMPED PANCHO 1953, IS A STANDARD DISK CEMENTED
 GQ0409'IN BEDROCK AND PROJECTS 2 INCHES.  IT IS 5 FEET NORTHWEST
 GQ0409'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5792 ***********************************************************************
 DH5792  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5792  DESIGNATION -  PANORAMA
 DH5792  PID         -  DH5792
 DH5792  STATE/COUNTY-  AZ/YAVAPAI
 DH5792  USGS QUAD   -  CLARKDALE (1973)
 DH5792
 DH5792                         *CURRENT SURVEY CONTROL
 DH5792  ___________________________________________________________________
 DH5792* NAD 83(2007)-  34 45 39.99577(N)    112 04 13.19704(W)     ADJUSTED  
 DH5792* NAVD 88     -      1199.88   (meters)    3936.6    (feet)  GPS OBS   
 DH5792  ___________________________________________________________________
 DH5792  EPOCH DATE  -        2007.00
 DH5792  X           -  -1,971,361.090 (meters)                     COMP
 DH5792  Y           -  -4,862,097.712 (meters)                     COMP
 DH5792  Z           -   3,616,795.637 (meters)                     COMP
 DH5792  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DH5792  ELLIP HEIGHT-        1174.392 (meters)          (02/10/07) ADJUSTED
 DH5792  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DH5792
 DH5792  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5792  Type    PID    Designation                      North   East  Ellip
 DH5792  -------------------------------------------------------------------
 DH5792  NETWORK DH5792 PANORAMA                          0.88   0.73   2.61
 DH5792  -------------------------------------------------------------------
 DH5792
 DH5792.The horizontal coordinates were established by GPS observations
 DH5792.and adjusted by the National Geodetic Survey in February 2007.
 DH5792
 DH5792.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5792.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5792.The horizontal coordinates are valid at the epoch date displayed above.
 DH5792.The epoch date for horizontal control is a decimal equivalence
 DH5792.of Year/Month/Day.
 DH5792
 DH5792.The orthometric height was determined by GPS observations and a
 DH5792.high-resolution geoid model.
 DH5792.The orthometric height was determined by GPS observations and a
 DH5792.high-resolution geoid model using precise GPS observation and
 DH5792.processing techniques.
 DH5792
 DH5792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5792
 DH5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5792
 DH5792.The ellipsoidal height was determined by GPS observations
 DH5792.and is referenced to NAD 83.
 DH5792
 DH5792.The geoid height was determined by GEOID03.
 DH5792
 DH5792;                    North         East     Units Scale Factor Converg.
 DH5792;SPC AZ C     -   417,085.543   199,292.880   MT  0.99990244   -0 05 15.4
 DH5792;SPC AZ C     - 1,368,390.89    653,848.03   iFT  0.99990244   -0 05 15.4
 DH5792;UTM  12      - 3,847,073.279   402,045.370   MT  0.99971826   -0 36 37.1
 DH5792
 DH5792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5792!SPC AZ C     -   0.99981569  x   0.99990244  =   0.99971815
 DH5792!UTM  12      -   0.99981569  x   0.99971826  =   0.99953400
 DH5792
 DH5792                          SUPERSEDED SURVEY CONTROL
 DH5792
 DH5792  NAD 83(1992)-  34 45 39.99532(N)    112 04 13.19670(W) AD(       ) A
 DH5792  ELLIP H (05/31/05) 1174.391  (m)                       GP(       ) 4 2
 DH5792
 DH5792.Superseded values are not recommended for survey control.
 DH5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5792.See file dsdata.txt to determine how the superseded data were derived.
 DH5792
 DH5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0204547073(NAD 83)
 DH5792_MARKER: DD = SURVEY DISK
 DH5792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5792_STAMPING: NONE
 DH5792_MARK LOGO: SHEPH 
 DH5792_PROJECTION: FLUSH
 DH5792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5792+STABILITY: SURFACE MOTION
 DH5792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5792+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5792
 DH5792  HISTORY     - Date     Condition        Report By
 DH5792  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5792
 DH5792                          STATION DESCRIPTION
 DH5792
 DH5792'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5792'LOGO  'SHEPHARD-WESNITZER GEODETIC CONTROL POINT' MONUMENT IS A 3.25
 DH5792'INCH ALUMINUM DISK SET IN CONCRETE NO STAMPING
 DH5792' 
 DH5792'THE STATION IS LOCATED IN CLARKDALE, AZ APPROXIMATELY 1 MILE SOUTHWEST
 DH5792'OF THE CLARKDALE TOWN HALL AND APPROXIMATELY 2.75 MILES EAST NORTH
 DH5792'EAST OF THE POST OFFICE FOR JEROME, AZ.
 DH5792' 
 DH5792'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89A AND
 DH5792'THE CEMENT PLANT ROAD PROCEED WEST ON 89A 0.6 MILES, TURN NORTH ON
 DH5792'TURQUOISE WAY AND PROCEED 0.1 MILES TO PANORAMA WAY.  TURN EAST ONTO
 DH5792'PANORAMA WAY AND PROCEED 0.2 MILES TO THE LANDSCAPING ISLAND IN THE
 DH5792'MIDDLE OF THE ROAD AND THE STATION.
 DH5792' 
 DH5792'THE STATION IS AN ALUMINUM CAP 3 INCHES IN DIAMETER SET IN CONCRETE
 DH5792'FLUSH WITH THE GROUND.  IT IS 48 FT FROM THE EAST END OF THE ISLAND
 DH5792'AND 18.5 FT FROM THE NORTH EDGE OF THE ISLAND.
 DH5792' 
 DH5792'DESCRIBED BY TRUE NORTH SURVEYS, DEC 2003 (SJS)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1916 ***********************************************************************
 CZ1916  DESIGNATION -  PANT
 CZ1916  PID         -  CZ1916
 CZ1916  STATE/COUNTY-  AZ/PINAL
 CZ1916  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1916
 CZ1916                         *CURRENT SURVEY CONTROL
 CZ1916  ___________________________________________________________________
 CZ1916* NAD 83(1992)-  32 39 03.09216(N)    111 01 18.43800(W)     ADJUSTED  
 CZ1916* NAVD 88     -      1002.9    (meters)    3290.     (feet)  VERTCON   
 CZ1916  ___________________________________________________________________
 CZ1916  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 CZ1916  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CZ1916  HORZ ORDER  -  SECOND
 CZ1916
 CZ1916.The horizontal coordinates were established by classical geodetic methods
 CZ1916.and adjusted by the National Geodetic Survey in August 1993.
 CZ1916
 CZ1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1916
 CZ1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1916
 CZ1916.The geoid height was determined by GEOID03.
 CZ1916
 CZ1916;                    North         East     Units Scale Factor Converg.
 CZ1916;SPC AZ C     -   183,388.917   297,310.125   MT  0.99998688   +0 28 58.2
 CZ1916;SPC AZ C     -   601,669.68    975,426.92   iFT  0.99998688   +0 28 58.2
 CZ1916;UTM  12      - 3,612,582.424   497,956.646   MT  0.99960005   -0 00 42.3
 CZ1916
 CZ1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1916!SPC AZ C     -   0.99984706  x   0.99998688  =   0.99983394
 CZ1916!UTM  12      -   0.99984706  x   0.99960005  =   0.99944717
 CZ1916
 CZ1916|---------------------------------------------------------------------|
 CZ1916| PID    Reference Object                     Distance      Geod. Az  |
 CZ1916|                                                           dddmmss.s |
 CZ1916| CH6047 PANT RM 1                            14.184 METERS 00042     |
 CZ1916| CZ1917 PANT AZ MK                          APPROX. 0.7 KM 2584119.3 |
 CZ1916| CH6048 PANT RM 2                            16.338 METERS 26219     |
 CZ1916|---------------------------------------------------------------------|
 CZ1916
 CZ1916                          SUPERSEDED SURVEY CONTROL
 CZ1916
 CZ1916  NAD 83(1986)-  32 39 03.08666(N)    111 01 18.43454(W) AD(       ) 2
 CZ1916  NAD 27      -  32 39 02.82630(N)    111 01 16.04580(W) AD(       ) 2
 CZ1916  NGVD 29 (07/19/86) 1002.2    (m)         3288.     (f) VERT ANG    3  
 CZ1916
 CZ1916.Superseded values are not recommended for survey control.
 CZ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1916.See file dsdata.txt to determine how the superseded data were derived.
 CZ1916
 CZ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9795712582(NAD 83)
 CZ1916_MARKER: DS = TRIANGULATION STATION DISK
 CZ1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1916
 CZ1916  HISTORY     - Date     Condition        Report By
 CZ1916  HISTORY     - 1962     MONUMENTED       CGS
 CZ1916  HISTORY     - 1968     GOOD             AMS
 CZ1916  HISTORY     - 1977     GOOD             NGS
 CZ1916
 CZ1916                          STATION DESCRIPTION
 CZ1916
 CZ1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1916'STATION IS LOCATED ABOUT 30 MILES NORTH OF TUCSON, 9 MILES
 CZ1916'NORTHWEST OF ORACLE JUNCTION AND ABOUT 1/2 MILE EAST OF
 CZ1916'U.S. HIGHWAY 80 AND 89.  ON THE CREST OF A LOW BRUSH COVERED
 CZ1916'EAST-WEST RIDGE AND ABOUT 100 YARDS WEST OF THE HIGHEST
 CZ1916'POINT.
 CZ1916'
 CZ1916'TO REACH THE STATION FROM ORACLE JUNCTION, (25 MILES NORTH
 CZ1916'OF TUCSON) GO NORTH AND WEST ON U.S. HIGHWAY 80 AND 89 FOR
 CZ1916'9.2 MILES TO MILEPOST 100 **.  CONTINUE NORTHWEST ON HIGHWAY
 CZ1916'FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON TRACK ROAD
 CZ1916'PASSING THROUGH A WIRE GATE AND GO SOUTHEAST PASSING TO THE
 CZ1916'SOUTH OF A WINDMILL AND WATER TANKS FOR 0.35 MILE TO A Y FORK
 CZ1916'ON THE CREST OF A RIDGE, KEEP LEFT FORK FOR 0.05 MILE TO A
 CZ1916'SMALL EARTH FILL DAM AND STOCK POND, CROSS OVER DAM AND
 CZ1916'FOLLOW THE CREST OF A LOW BRUSH COVERED RIDGE 0.25 MILE TO
 CZ1916'THE STATION.
 CZ1916'
 CZ1916'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A
 CZ1916'12-INCH CYLINDRICAL CONCRETE MONUMENT 4.5 FEET SOUTH OF A
 CZ1916'METAL WITNESS POST AND SIGN.  IT IS STAMPED--PANT 1962 AND
 CZ1916'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  THE SUB-SURFACE
 CZ1916'MARK IS SET 38 INCHES BELOW THE GROUND LEVEL.
 CZ1916'
 CZ1916'R.M. 1 IS A STANDARD DISK CEMENTED IN A 12-INCH CYLINDRICAL
 CZ1916'CONCRETE MONUMENT AND PROJECTS 6 INCHES ABOVE THE GROUND
 CZ1916'SURFACE.  IT IS STAMPED--PANT NO 1 1962 AND IT IS ABOUT 2-1/2
 CZ1916'FEET LOWER THAN THE STATION.
 CZ1916'
 CZ1916'R.M. 2 IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH
 CZ1916'CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 5 INCHES ABOVE
 CZ1916'THE GROUND SURFACE.  IT IS STAMPED--PANT NO 2 1962 AND IT
 CZ1916'IS ABOUT 1/2 FOOT LOWER THAN THE STATION.
 CZ1916'
 CZ1916'**TO REACH THE AZIMUTH MARK FROM MILEPOST 100, GO SOUTHEAST
 CZ1916'ON U.S. HIGHWAY 80 AND 89 FOR 0.2 MILE TO A SMALL ROUNDED
 CZ1916'KNOLL ABOUT 300 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 CZ1916'80 AND 89, 95.0 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE
 CZ1916'NO. 6, 1.8 FEET EAST OF A METAL WITNESS POST AND SIGN AND 9
 CZ1916'INCHES NORTHEAST OF THE HIGHWAY ROAD RIGHT-OF-WAY FENCELINE.
 CZ1916'IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH
 CZ1916'CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--PANT 1962 AND
 CZ1916'PROJECTS 6 INCHES ABOVE THE GROUND LEVEL.
 CZ1916'
 CZ1916'NOTE--A HORIZONTAL MEASUREMENT TO U.S.A. F17 B FROM PANT
 CZ1916'AZIMUTH MARK IS 58.30 FT. (17.773 M.)
 CZ1916
 CZ1916                          STATION RECOVERY (1968)
 CZ1916
 CZ1916'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CCS)
 CZ1916'STATION MARK, BOTH R.M.S, AND AZIMUTH MARK WERE RECOVERED
 CZ1916'AS DESCRIBED.
 CZ1916
 CZ1916                          STATION RECOVERY (1977)
 CZ1916
 CZ1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1916'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CZ1916'DESCRIBED AND FOUND IN GOOD CONDITION.
 CZ1916'
 CZ1916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--33.5 MILES SE OF
 CZ1916'FLORENCE.
 CZ1916'
 CZ1916'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1917 ***********************************************************************
 CZ1917  DESIGNATION -  PANT AZ MK
 CZ1917  PID         -  CZ1917
 CZ1917  STATE/COUNTY-  AZ/PINAL
 CZ1917  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1917
 CZ1917                         *CURRENT SURVEY CONTROL
 CZ1917  ___________________________________________________________________
 CZ1917* NAD 83(1992)-  32 38 58.84119(N)    111 01 43.55443(W)     ADJUSTED  
 CZ1917* NAVD 88     -      1001.     (meters)    3284.     (feet)  VERTCON   
 CZ1917  ___________________________________________________________________
 CZ1917  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 CZ1917  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CZ1917  HORZ ORDER  -  SECOND
 CZ1917
 CZ1917.The horizontal coordinates were established by classical geodetic methods
 CZ1917.and adjusted by the National Geodetic Survey in August 1993.
 CZ1917
 CZ1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1917
 CZ1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1917
 CZ1917.The geoid height was determined by GEOID03.
 CZ1917
 CZ1917;                    North         East     Units Scale Factor Converg.
 CZ1917;SPC AZ C     -   183,252.478   296,656.693   MT  0.99998553   +0 28 44.6
 CZ1917;SPC AZ C     -   601,222.04    973,283.11   iFT  0.99998553   +0 28 44.6
 CZ1917;UTM  12      - 3,612,451.680   497,302.313   MT  0.99960009   -0 00 55.9
 CZ1917
 CZ1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1917!SPC AZ C     -   0.99984741  x   0.99998553  =   0.99983294
 CZ1917!UTM  12      -   0.99984741  x   0.99960009  =   0.99944756
 CZ1917
 CZ1917                          SUPERSEDED SURVEY CONTROL
 CZ1917
 CZ1917  NAD 83(1986)-  32 38 58.83562(N)    111 01 43.55097(W) AD(       ) 2
 CZ1917  NAD 27      -  32 38 58.57500(N)    111 01 41.16100(W) AD(       ) 2
 CZ1917  NGVD 29 (07/19/86) 1000.     (m)         3281.     (f) VERT ANG    3  
 CZ1917
 CZ1917.Superseded values are not recommended for survey control.
 CZ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1917.See file dsdata.txt to determine how the superseded data were derived.
 CZ1917
 CZ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9730212452(NAD 83)
 CZ1917_MARKER: DS = TRIANGULATION STATION DISK
 CZ1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1917+STABILITY: SURFACE MOTION
 CZ1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1917+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 CZ1917
 CZ1917  HISTORY     - Date     Condition        Report By
 CZ1917  HISTORY     - 1962     MONUMENTED       CGS
 CZ1917  HISTORY     - 20070128 GOOD             GEOCAC
 CZ1917
 CZ1917                          STATION DESCRIPTION
 CZ1917
 CZ1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1917'$
 CZ1917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CZ1917'89 AND STATE HIGHWAY 789 WITH STATE HIGHWAY 77 AT ORACLE
 CZ1917'JUNCTION, ABOUT 23 MILES NORTH OF TUCSON, DRIVE NORTHWEST
 CZ1917'ON U.S. HIGHWAYS 80, 89 AND STATE HIGHWAY 789 FOR 9.0 MILES
 CZ1917'TO THE AZIMUTH MARK ON THE RIGHT AT THE NORTHEAST HIGHWAY
 CZ1917'RIGHT-OF-WAY FENCE.
 CZ1917'
 CZ1917'THE MARK, A STANDARD DISK STAMPED
 CZ1917'PANT 1962, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT,
 CZ1917'12 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE
 CZ1917'OF THE GROUND.  IT IS 95.0 FEET SOUTHEAST OF TELEPHONE AND
 CZ1917'POWERLINE POLE 6, 1.8 FEET EAST OF A METAL WITNESS POST AND
 CZ1917'SIGN AND 0.8 FOOT EAST OF THE NORTHEAST HIGHWAY RIGHT-OF-WAY
 CZ1917'FENCE.  THE AZIMUTH IS SITUATED NEAR THE WEST END OF THE
 CZ1917'SUMMIT OF A LOW ROUND HILL 250 FEET NORTHEAST OF AND ABOUT
 CZ1917'15 FEET HIGHER IN ELEVATION THAN THE HIGHWAY.
 CZ1917
 CZ1917                          STATION RECOVERY (2007)
 CZ1917
 CZ1917'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1815 ***********************************************************************
 CZ1815  DESIGNATION -  PANTANO
 CZ1815  PID         -  CZ1815
 CZ1815  STATE/COUNTY-  AZ/PIMA
 CZ1815  USGS QUAD   -  RINCON PEAK (1981)
 CZ1815
 CZ1815                         *CURRENT SURVEY CONTROL
 CZ1815  ___________________________________________________________________
 CZ1815* NAD 83(1992)-  32 00 04.72214(N)    110 34 44.09506(W)     ADJUSTED  
 CZ1815* NAVD 88     -      1105.6    (meters)    3627.     (feet)  VERTCON   
 CZ1815  ___________________________________________________________________
 CZ1815  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 CZ1815  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CZ1815  HORZ ORDER  -  FIRST
 CZ1815
 CZ1815.The horizontal coordinates were established by classical geodetic methods
 CZ1815.and adjusted by the National Geodetic Survey in August 1993.
 CZ1815
 CZ1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1815
 CZ1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1815
 CZ1815.The geoid height was determined by GEOID03.
 CZ1815
 CZ1815;                    North         East     Units Scale Factor Converg.
 CZ1815;SPC AZ C     -   111,794.520   339,758.963   MT  1.00009697   +0 42 32.5
 CZ1815;SPC AZ C     -   366,779.92  1,114,694.76   iFT  1.00009697   +0 42 32.5
 CZ1815;SPC AZ E     -   111,086.718   174,409.633   MT  0.99991870   -0 13 06.5
 CZ1815;SPC AZ E     -   364,457.74    572,210.08   iFT  0.99991870   -0 13 06.5
 CZ1815;UTM  12      - 3,540,658.539   539,773.293   MT  0.99961951   +0 13 23.3
 CZ1815
 CZ1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1815!SPC AZ C     -   0.99983085  x   1.00009697  =   0.99992780
 CZ1815!SPC AZ E     -   0.99983085  x   0.99991870  =   0.99974956
 CZ1815!UTM  12      -   0.99983085  x   0.99961951  =   0.99945042
 CZ1815
 CZ1815:                Primary Azimuth Mark                     Grid Az
 CZ1815:SPC AZ C     -  RINCON CAIRN                             021 09 46.7
 CZ1815:SPC AZ E     -  RINCON CAIRN                             022 05 25.7
 CZ1815:UTM  12      -  RINCON CAIRN                             021 38 55.9
 CZ1815
 CZ1815|---------------------------------------------------------------------|
 CZ1815| PID    Reference Object                     Distance      Geod. Az  |
 CZ1815|                                                           dddmmss.s |
 CZ1815| CZ1816 RINCON CAIRN                        APPROX.14.2 KM 0215219.2 |
 CZ1815| CC7944 PANTANO RM 2                          8.414 METERS 05659     |
 CZ1815| CG1036 PANTANO SP RR WATER TANK            182.293 METERS 20058     |
 CZ1815| CC7942 HIGHWAY 80 STA 1477+90.5                           2975954.7 |
 CZ1815| CC7943 PANTANO RM 1                         11.057 METERS 33147     |
 CZ1815|---------------------------------------------------------------------|
 CZ1815
 CZ1815                          SUPERSEDED SURVEY CONTROL
 CZ1815
 CZ1815  NAD 83(1986)-  32 00 04.71742(N)    110 34 44.09245(W) AD(       ) 1
 CZ1815  NAD 27      -  32 00 04.42300(N)    110 34 41.80900(W) AD(       ) 1
 CZ1815  NGVD 29 (07/19/86) 1104.8    (m)         3625.     (f) VERT ANG    3  
 CZ1815
 CZ1815.Superseded values are not recommended for survey control.
 CZ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1815.See file dsdata.txt to determine how the superseded data were derived.
 CZ1815
 CZ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA3977340659(NAD 83)
 CZ1815_MARKER: DS = TRIANGULATION STATION DISK
 CZ1815_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1815
 CZ1815  HISTORY     - Date     Condition        Report By
 CZ1815  HISTORY     - 1935     MONUMENTED       CGS
 CZ1815  HISTORY     - 1960     GOOD             CGS
 CZ1815
 CZ1815                          STATION DESCRIPTION
 CZ1815
 CZ1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1815'STATION IS LOCATED ON A ROCKY KNOLL, JUST TO THE NORTH OF
 CZ1815'U.S. HIGHWAY 80, AND OPPOSITE THE RAILROAD STATION OF PANTANO
 CZ1815'ON THE SOUTHERN PACIFIC COMPANY RAILROAD.
 CZ1815'
 CZ1815'TO REACH FROM TUCSON GO EAST ON U.S. HIGHWAY 80 FOR ABOUT 27.6
 CZ1815'MILES FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 89, OR FROM
 CZ1815'BENSON, BY GOING WEST 16.8 MILES.
 CZ1815'
 CZ1815'NOTE--REFERENCE MARK NO. 3, AZIMUTH, IS A BENCH MARK OF THE
 CZ1815'ARIZONA STATE HIGHWAY DEPARTMENT, WEST OF THE STATION 0.7 MILE,
 CZ1815'IN THE NORTH SIDE OF A BRIDGE, AND MARKED--STA. 1477 PLUS 90.5,
 CZ1815'ELEV. 3536.09, 1933, ALSO AZ. PANTANO USC AND GS 1935.
 CZ1815
 CZ1815                          STATION RECOVERY (1960)
 CZ1815
 CZ1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1815'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS
 CZ1815'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  ALL DISTANCES
 CZ1815'AND DIRECTIONS WERE VERIFIED.  THE MOST WESTERLY ONE OF TWO
 CZ1815'TANKS HAS BEEN REMOVED.
 CZ1815'
 CZ1815'REACHED FROM THE PANTANO OVERPASS, ABOUT 15 MILES WESTWARD
 CZ1815'ALONG U.S. HIGHWAY FROM BENSON, FOLLOW THE NEW HIGHWAY EASTWARD
 CZ1815'0.4 MILE, 0.2 MILE BEFORE REACHING HIGHWAY MILE POST 276,
 CZ1815'THEN TAKE THE OLD HIGHWAY NORTHWEST DOWN A DRAW AND FOLLOW
 CZ1815'IT 1.7 MILES TO THE BASE OF A ROCKY KNOLL ON THE NORTH SIDE OF
 CZ1815'THE HIGHWAY AND THE END OF TRUCK TRAVEL, THENCE PACK ABOUT 5
 CZ1815'MINUTES TO CREST OF KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0448 ***********************************************************************
 CZ0448  DESIGNATION -  PANTHER
 CZ0448  PID         -  CZ0448
 CZ0448  STATE/COUNTY-  AZ/PINAL
 CZ0448  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0448
 CZ0448                         *CURRENT SURVEY CONTROL
 CZ0448  ___________________________________________________________________
 CZ0448* NAD 83(1992)-  32 39 21.55568(N)    111 01 53.94903(W)     ADJUSTED  
 CZ0448* NAVD 88     -      1023.76   (+/-2cm)    3358.8    (feet)  VERTCON   
 CZ0448  ___________________________________________________________________
 CZ0448  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 CZ0448  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CZ0448  HORZ ORDER  -  SECOND
 CZ0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0448
 CZ0448.The horizontal coordinates were established by classical geodetic methods
 CZ0448.and adjusted by the National Geodetic Survey in August 1993.
 CZ0448
 CZ0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0448.The vertical order pertains to the NGVD 29 superseded value.
 CZ0448
 CZ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0448
 CZ0448.The geoid height was determined by GEOID03.
 CZ0448
 CZ0448;                    North         East     Units Scale Factor Converg.
 CZ0448;SPC AZ C     -   183,949.903   296,379.977   MT  0.99998496   +0 28 39.3
 CZ0448;SPC AZ C     -   603,510.18    972,375.25   iFT  0.99998496   +0 28 39.3
 CZ0448;UTM  12      - 3,613,151.199   497,031.733   MT  0.99960011   -0 01 01.5
 CZ0448
 CZ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0448!SPC AZ C     -   0.99984378  x   0.99998496  =   0.99982875
 CZ0448!UTM  12      -   0.99984378  x   0.99960011  =   0.99944396
 CZ0448
 CZ0448|---------------------------------------------------------------------|
 CZ0448| PID    Reference Object                     Distance      Geod. Az  |
 CZ0448|                                                           dddmmss.s |
 CZ0448| CZ0449 PANTHER RM 1                          4.686 METERS 07848     |
 CZ0448| CZ1917 PANT AZ MK                          APPROX. 0.8 KM 1585009.6 |
 CZ0448| CH6049 PANTHER RM 2                          5.600 METERS 31419     |
 CZ0448|---------------------------------------------------------------------|
 CZ0448
 CZ0448                          SUPERSEDED SURVEY CONTROL
 CZ0448
 CZ0448  NAD 83(1986)-  32 39 21.55011(N)    111 01 53.94566(W) AD(       ) 2
 CZ0448  NAD 27      -  32 39 21.28990(N)    111 01 51.55540(W) AD(       ) 2
 CZ0448  NGVD 29 (??/??/92) 1023.093  (m)         3356.60   (f) ADJ UNCH    2 0
 CZ0448
 CZ0448.Superseded values are not recommended for survey control.
 CZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0448.See file dsdata.txt to determine how the superseded data were derived.
 CZ0448
 CZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9703213151(NAD 83)
 CZ0448_MARKER: DS = TRIANGULATION STATION DISK
 CZ0448_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0448_SP_SET: BEDROCK
 CZ0448_STAMPING: PANTHER 1962
 CZ0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0448+STABILITY: POSITION/ELEVATION WELL
 CZ0448
 CZ0448  HISTORY     - Date     Condition        Report By
 CZ0448  HISTORY     - 1962     MONUMENTED       CGS
 CZ0448  HISTORY     - 1962     GOOD             CGS
 CZ0448  HISTORY     - 1968     GOOD             AMS
 CZ0448  HISTORY     - 1977     GOOD             NGS
 CZ0448
 CZ0448                          STATION DESCRIPTION
 CZ0448
 CZ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ0448'THE STATION IS ABOUT 33 MILES SOUTHEAST OF FLORENCE, 30
 CZ0448'MILES NORTH OF TUCSON, 9 MILES NORTHWEST OF ORACLE JUNCTION,
 CZ0448'1/5 MILE NORTHEAST OF U.S. HIGHWAYS 80, 89 AND STATE HIGHWAY
 CZ0448'789, ON THE SUMMIT OF A SMALL PROMINANT BUTTE WHICH IS LOCALLY
 CZ0448'KNOWN AS PANTHER BUTTE.
 CZ0448'
 CZ0448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CZ0448'89 AND STATE HIGHWAY 789 WITH STATE HIGHWAY 77 AT ORACLE
 CZ0448'JUNCTION, ABOUT 23 MILES NORTH OF TUCSON, DRIVE NORTHWEST
 CZ0448'ON U.S. HIGHWAYS 80, 89 AND STATE HIGHWAY 789 FOR 9.0 MILES
 CZ0448'TO THE AZIMUTH MARK ON THE RIGHT AT THE NORTHEAST HIGHWAY
 CZ0448'RIGHT-OF-WAY FENCE.  CONTINUE NORTHWEST ON THE HIGHWAY FOR
 CZ0448'0.35 MILE TO A MACADAM SURFACED SIDE ROAD RIGHT AND THE
 CZ0448'MIDWAY SERVICE STATION AND CAFE ON THE LEFT.  TURN RIGHT,
 CZ0448'CROSSING A CATTLE GUARD, AND DRIVE NORTHEAST FOR 0.05 MILE,
 CZ0448'THENCE BEAR LEFT AND DRIVE ACROSS COUNTRY FOR 0.1 MILE TO
 CZ0448'THE END OF TRUCK TRAVEL.  PACK NORTH UP THE ROCKY SLOPE FOR
 CZ0448'ABOUT 5 MINUTES TO THE HIGHEST SUMMIT OF THE BUTTE AND
 CZ0448'THE STATION.
 CZ0448'
 CZ0448'THE STATION MARK IS A STANDARD DISK, STAMPED PANTHER 1962,
 CZ0448'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 CZ0448'12 INCHES ABOVE THE SURFACE OF THE RIDGE, BUT IS LOWER IN
 CZ0448'ELEVATION THAN SURROUNDING BEDROCK OUTCROPPINGS.
 CZ0448'
 CZ0448'REFERENCE MARK 1, A STANDARD DISK STAMPED PANTHER NO 1 1962,
 CZ0448'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 CZ0448'2-1/2 FEET ABOVE THE SURFACE OF THE NORTHEAST SLOPE OF THE
 CZ0448'BUTTE.  THE MARK IS ABOUT 12 INCHES LOWER IN ELEVATION THAN
 CZ0448'THE STATION MARK.
 CZ0448'
 CZ0448'REFERENCE MARK 2, A STANDARD DISK STAMPED PANTHER NO 2 1962,
 CZ0448'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 CZ0448'12 INCHES ABOVE THE NORTHWEST CREST OF THE RIDGE.  IT IS
 CZ0448'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CZ0448'
 CZ0448'THE AZIMUTH MARK ESTABLISHED FOR TRIANGULATION STATION PANT
 CZ0448'WAS USED FOR THIS STATION.  THE MARK, A STANDARD DISK STAMPED
 CZ0448'PANT 1962, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT,
 CZ0448'12 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE
 CZ0448'OF THE GROUND.  IT IS 95.0 FEET SOUTHEAST OF TELEPHONE AND
 CZ0448'POWERLINE POLE 6, 1.8 FEET EAST OF A METAL WITNESS POST AND
 CZ0448'SIGN AND 0.8 FOOT EAST OF THE NORTHEAST HIGHWAY RIGHT-OF-WAY
 CZ0448'FENCE.  THE AZIMUTH IS SITUATED NEAR THE WEST END OF THE
 CZ0448'SUMMIT OF A LOW ROUND HILL 250 FEET NORTHEAST OF AND ABOUT
 CZ0448'15 FEET HIGHER IN ELEVATION THAN THE HIGHWAY.
 CZ0448'
 CZ0448'SLOPE MEASUREMENTS WERE MADE TO REFERENCE MARKS 1 AND 2 AND
 CZ0448'THE DISTANCES REDUCED TO HORIZONTAL.
 CZ0448
 CZ0448                          STATION RECOVERY (1962)
 CZ0448
 CZ0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0448'8.95 MI NW FROM ORACLE JUNCTION.
 CZ0448'8.65 MILES NORTHWEST ALONG U.S. HIGHWAY 80 AND 89 FROM ORACLE
 CZ0448'JUNCTION, THENCE WEST ACROSS COUNTRY 0.3 MILE TO THE HIGHEST POINT OF
 CZ0448'A SMALL LONE HILL, A STANDARD DISK SET IN A DRILLHOLE IN BEDROCK, 8
 CZ0448'FEET SOUTHEAST OF THE EDGE OF THE HILL.
 CZ0448
 CZ0448                          STATION RECOVERY (1968)
 CZ0448
 CZ0448'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 CZ0448'STATION MARK, BOTH R.M.S, AND AZIMUTH MARK (WHICH IS SAME
 CZ0448'AS FOR PANT USC AND GS 1962) WERE RECOVERED AS DESCRIBED.
 CZ0448
 CZ0448                          STATION RECOVERY (1977)
 CZ0448
 CZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ0448'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CZ0448'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTIONS ARE
 CZ0448'ADEQUATE.
 CZ0448'
 CZ0448'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0449 ***********************************************************************
 CZ0449  DESIGNATION -  PANTHER RM 1
 CZ0449  PID         -  CZ0449
 CZ0449  STATE/COUNTY-  AZ/PINAL
 CZ0449  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0449
 CZ0449                         *CURRENT SURVEY CONTROL
 CZ0449  ___________________________________________________________________
 CZ0449* NAD 83(1986)-  32 39 20.     (N)    111 01 52.     (W)     SCALED    
 CZ0449* NAVD 88     -      1023.66   (+/-2cm)    3358.5    (feet)  VERTCON   
 CZ0449  ___________________________________________________________________
 CZ0449  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CZ0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0449
 CZ0449.The horizontal coordinates were scaled from a topographic map and have
 CZ0449.an estimated accuracy of +/- 6 seconds.
 CZ0449
 CZ0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0449.The vertical order pertains to the NGVD 29 superseded value.
 CZ0449
 CZ0449.The geoid height was determined by GEOID03.
 CZ0449
 CZ0449;                    North         East    Units  Estimated Accuracy
 CZ0449;SPC AZ C     -   183,900.      296,430.      MT  (+/- 180 meters Scaled)
 CZ0449
 CZ0449                          SUPERSEDED SURVEY CONTROL
 CZ0449
 CZ0449  NGVD 29 (??/??/92) 1022.993  (m)         3356.27   (f) ADJ UNCH    2 0
 CZ0449
 CZ0449.Superseded values are not recommended for survey control.
 CZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0449.See file dsdata.txt to determine how the superseded data were derived.
 CZ0449
 CZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB970131(NAD 83)
 CZ0449_MARKER: DR = REFERENCE MARK DISK
 CZ0449_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0449_SP_SET: BEDROCK
 CZ0449_STAMPING: PANTHER NO 1 1962
 CZ0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0449+STABILITY: POSITION/ELEVATION WELL
 CZ0449
 CZ0449  HISTORY     - Date     Condition        Report By
 CZ0449  HISTORY     - 1962     MONUMENTED       CGS
 CZ0449
 CZ0449                          STATION DESCRIPTION
 CZ0449
 CZ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0449'8.95 MI NW FROM ORACLE JUNCTION.
 CZ0449'8.65 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0449'JUNCTION, THENCE 0.3 MILE WEST ACROSS COUNTRY TO THE TOP OF A LONE LOW
 CZ0449'HILL, A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2184 ***********************************************************************
 DU2184  DESIGNATION -  PAPAGO
 DU2184  PID         -  DU2184
 DU2184  STATE/COUNTY-  AZ/MARICOPA
 DU2184  USGS QUAD   -  TEMPE (1982)
 DU2184
 DU2184                         *CURRENT SURVEY CONTROL
 DU2184  ___________________________________________________________________
 DU2184* NAD 83(2007)-  33 27 57.65554(N)    111 57 19.18653(W)     ADJUSTED  
 DU2184* NAVD 88     -       422.70   (+/-2cm)    1386.8    (feet)  VERTCON   
 DU2184  ___________________________________________________________________
 DU2184  EPOCH DATE  -        2007.00
 DU2184  X           -  -1,991,482.383 (meters)                     COMP
 DU2184  Y           -  -4,940,177.534 (meters)                     COMP
 DU2184  Z           -   3,497,407.176 (meters)                     COMP
 DU2184  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DU2184  ELLIP HEIGHT-         392.968 (meters)          (02/10/07) ADJUSTED
 DU2184  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU2184
 DU2184  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2184  Type    PID    Designation                      North   East  Ellip
 DU2184  -------------------------------------------------------------------
 DU2184  NETWORK DU2184 PAPAGO                            2.23   1.67   4.57
 DU2184  -------------------------------------------------------------------
 DU2184  VERT ORDER  -  THIRD ? (See Below)
 DU2184
 DU2184.The horizontal coordinates were established by GPS observations
 DU2184.and adjusted by the National Geodetic Survey in February 2007.
 DU2184
 DU2184.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2184.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2184.The horizontal coordinates are valid at the epoch date displayed above.
 DU2184.The epoch date for horizontal control is a decimal equivalence
 DU2184.of Year/Month/Day.
 DU2184
 DU2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2184.The vertical order pertains to the NGVD 29 superseded value.
 DU2184
 DU2184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2184
 DU2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2184
 DU2184.The ellipsoidal height was determined by GPS observations
 DU2184.and is referenced to NAD 83.
 DU2184
 DU2184.The geoid height was determined by GEOID03.
 DU2184
 DU2184;                    North         East     Units Scale Factor Converg.
 DU2184;SPC AZ C     -   273,432.167   209,766.299   MT  0.99990016   -0 01 16.8
 DU2184;SPC AZ C     -   897,087.16    688,209.64   iFT  0.99990016   -0 01 16.8
 DU2184;UTM  12      - 3,703,359.529   411,227.569   MT  0.99969716   -0 31 36.6
 DU2184
 DU2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2184!SPC AZ C     -   0.99993831  x   0.99990016  =   0.99983848
 DU2184!UTM  12      -   0.99993831  x   0.99969716  =   0.99963549
 DU2184
 DU2184:                Primary Azimuth Mark                     Grid Az
 DU2184:SPC AZ C     -  SCOTTSDALE MOTOROLA WATER TANK           093 50 21.8
 DU2184:UTM  12      -  SCOTTSDALE MOTOROLA WATER TANK           094 20 41.6
 DU2184
 DU2184|---------------------------------------------------------------------|
 DU2184| PID    Reference Object                     Distance      Geod. Az  |
 DU2184|                                                           dddmmss.s |
 DU2184| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 4.8 KM 0934905.0 |
 DU2184| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 2.9 KM 1513809.5 |
 DU2184| CH6051 PAPAGO RM 1                           6.463 METERS 17538     |
 DU2184| CH6050 TT S 3                                             2264024.3 |
 DU2184| DU2179 PHOENIX PROD COTTON OIL CO TK       APPROX. 3.1 KM 2285216.3 |
 DU2184| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 3.0 KM 2340747.0 |
 DU2184| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 6.5 KM 2385132.8 |
 DU2184| CH6052 PAPAGO RM 2                          10.201 METERS 24541     |
 DU2184| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX.11.1 KM 2634608.0 |
 DU2184|---------------------------------------------------------------------|
 DU2184
 DU2184                          SUPERSEDED SURVEY CONTROL
 DU2184
 DU2184  ELLIP H (06/11/02)  393.002  (m)                       GP(       ) 4 2
 DU2184  NAD 83(1992)-  33 27 57.65369(N)    111 57 19.18584(W) AD(       ) 1
 DU2184  ELLIP H (08/23/93)  393.090  (m)                       GP(       ) 4 2
 DU2184  NAD 83(1986)-  33 27 57.64815(N)    111 57 19.19098(W) AD(       ) 1
 DU2184  NAD 27      -  33 27 57.49040(N)    111 57 16.66460(W) AD(       ) 1
 DU2184  NGVD 29 (07/19/86)  422.06   (m)         1384.7    (f) LEVELING    3  
 DU2184
 DU2184.Superseded values are not recommended for survey control.
 DU2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2184.See file dsdata.txt to determine how the superseded data were derived.
 DU2184
 DU2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1122803360(NAD 83)
 DU2184_MARKER: DS = TRIANGULATION STATION DISK
 DU2184_SETTING: 66 = SET IN ROCK OUTCROP
 DU2184_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2184+STABILITY: POSITION/ELEVATION WELL
 DU2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2184+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 DU2184
 DU2184  HISTORY     - Date     Condition        Report By
 DU2184  HISTORY     - 1962     MONUMENTED       CGS
 DU2184  HISTORY     - 1963     GOOD             CGS
 DU2184  HISTORY     - 1970     GOOD             NGS
 DU2184  HISTORY     - 1983     GOOD             AZDT
 DU2184  HISTORY     - 1984     GOOD             AZDT
 DU2184  HISTORY     - 1986     GOOD             AZDT
 DU2184  HISTORY     - 20060817 GOOD             GEOCAC
 DU2184
 DU2184                          STATION DESCRIPTION
 DU2184
 DU2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2184'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF THE
 DU2184'CENTER OF PHOENIX, AT THE NORTH EDGE OF PAPAGO PARK, ON THE
 DU2184'SOUTH SIDE OF THE FENCE OF THE PHOENIX NATIONAL GUARD AND IS
 DU2184'ON A SMALL ROCKY KNOLL ON THE NORTH SIDE OF EAST MC DOWELL
 DU2184'ROAD.
 DU2184'
 DU2184'TO REACH THE STATION FROM THE JUNCTION OF EAST MC DOWELL
 DU2184'ROAD AND NORTH CENTRAL AVENUE IN PHOENIX, GO EAST ON EAST
 DU2184'MC DOWELL ROAD FOR 5.85 MILE TO 52ND STREET, CONTINUE EAST
 DU2184'ON EAST MC DOWELL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK (CORPS
 DU2184'OF ENG.) ON RIGHT.  CONTINUE EAST FOR 0.25 MILE TO THE STATION
 DU2184'ON TOP OF A SMALL ROCKY KNOLL ON THE LEFT.
 DU2184'
 DU2184'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN
 DU2184'A DRILL HOLE IN OUT CROPPING BEDROCK AND IS STAMPED PAPAGO
 DU2184'1962.  THE MARK IS APPROXIMATELY 150 FEET NORTH OF MC DOWELL
 DU2184'ROAD AND 11.4 FEET SOUTH OF FENCE.
 DU2184'
 DU2184'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DU2184'HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT 15 FEET BELOW
 DU2184'THE STATION, THE DISK IS STAMPED PAPAGO NO 1 1962.  THE
 DU2184'MARK IS 27 FEET SOUTH OF FENCE.
 DU2184'
 DU2184'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DU2184'HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT 7 FEET LOWER THAN
 DU2184'THE STATION AND IS STAMPED PAPAGO NO 2 1962.  THE MARK IS
 DU2184'3 FEET SOUTH OF FENCE.
 DU2184'
 DU2184'AZIMUTH MARK, A U.S. CORPS OF ENGINEERS BRONZE DISK SET IN
 DU2184'TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DU2184'AND IS STAMPED TT S3 1948.  THE MARK IS 86 FEET SOUTH OF
 DU2184'MC DOWELL ROAD AND IS ENCIRCLED BY WHITE PAINTED ROCKS.
 DU2184'
 DU2184'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DU2184
 DU2184                          STATION RECOVERY (1963)
 DU2184
 DU2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2184'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS NUMBER 1 AND
 DU2184'2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 DU2184'
 DU2184'THE DESCRIPTION OF TO REACH THE STATION WAS FOUND TO BE
 DU2184'ADEQUATE.
 DU2184
 DU2184                          STATION RECOVERY (1970)
 DU2184
 DU2184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU2184'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DU2184'ROUTE TO THE STATION IS ADEQUATE.
 DU2184'
 DU2184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DU2184'EAST-NORTHEAST OF PHOENIX
 DU2184
 DU2184                          STATION RECOVERY (1983)
 DU2184
 DU2184'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DU2184'THE STATION WAS RECOVERED AS DESCRIBED IN 1962.  THE ROUTE TO THE
 DU2184'STATION IS ADEQUITE FOR RECOVERY.
 DU2184
 DU2184                          STATION RECOVERY (1984)
 DU2184
 DU2184'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU2184'THE STATION MARK, REFERENCE MARKS AND THE AZ1MUTH MARK WERE RECOVERED
 DU2184'AS DESCRIBED IN 1962.  THE ROUTE TO THE STATION IS ADEQUATE.
 DU2184
 DU2184                          STATION RECOVERY (1986)
 DU2184
 DU2184'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU2184'THE STATION WAS RECOVERED AT THIS DATE.
 DU2184'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU2184'DESCRIPTION WAS ADEQUATE.
 DU2184
 DU2184                          STATION RECOVERY (2006)
 DU2184
 DU2184'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1297 ***********************************************************************
 DA1297  DESIGNATION -  PAPAGO
 DA1297  PID         -  DA1297
 DA1297  STATE/COUNTY-  AZ/PIMA
 DA1297  USGS QUAD   -  BURRO GAP (1990)
 DA1297
 DA1297                         *CURRENT SURVEY CONTROL
 DA1297  ___________________________________________________________________
 DA1297* NAD 83(1992)-  32 28 06.04828(N)    112 44 25.67949(W)     ADJUSTED  
 DA1297* NAVD 88     -       976.7    (meters)    3204.     (feet)  VERTCON   
 DA1297  ___________________________________________________________________
 DA1297  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DA1297  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DA1297  HORZ ORDER  -  THIRD
 DA1297
 DA1297.The horizontal coordinates were established by classical geodetic methods
 DA1297.and adjusted by the National Geodetic Survey in August 1993.
 DA1297
 DA1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1297
 DA1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1297
 DA1297.The geoid height was determined by GEOID03.
 DA1297
 DA1297;                    North         East     Units Scale Factor Converg.
 DA1297;SPC AZ C     -   163,096.101   135,921.458   MT  0.99997392   -0 26 32.2
 DA1297;SPC AZ C     -   535,092.19    445,936.54   iFT  0.99997392   -0 26 32.2
 DA1297;UTM  12      - 3,593,684.232   336,434.036   MT  0.99992992   -0 56 04.4
 DA1297
 DA1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1297!SPC AZ C     -   0.99985159  x   0.99997392  =   0.99982552
 DA1297!UTM  12      -   0.99985159  x   0.99992992  =   0.99978152
 DA1297
 DA1297:                Primary Azimuth Mark                     Grid Az
 DA1297:SPC AZ C     -  SNEED                                    265 02 06.9
 DA1297:UTM  12      -  SNEED                                    265 31 39.1
 DA1297
 DA1297|---------------------------------------------------------------------|
 DA1297| PID    Reference Object                     Distance      Geod. Az  |
 DA1297|                                                           dddmmss.s |
 DA1297| DA1544 SNEED                               APPROX.20.7 KM 2643534.7 |
 DA1297|---------------------------------------------------------------------|
 DA1297
 DA1297                          SUPERSEDED SURVEY CONTROL
 DA1297
 DA1297  NAD 83(1986)-  32 28 06.03995(N)    112 44 25.68380(W) AD(       ) 3
 DA1297  NGVD 29 (06/20/88)  976.0    (m)         3202.     (f) VERT ANG    3  
 DA1297
 DA1297.Superseded values are not recommended for survey control.
 DA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1297.See file dsdata.txt to determine how the superseded data were derived.
 DA1297
 DA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3643493684(NAD 83)
 DA1297_MARKER: DS = TRIANGULATION STATION DISK
 DA1297_SETTING: 0 = UNSPECIFIED SETTING
 DA1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1297
 DA1297  HISTORY     - Date     Condition        Report By
 DA1297  HISTORY     - 1931     MONUMENTED       USGS
 DA1297  HISTORY     - 1948     GOOD             USGS
 DA1297  HISTORY     - 1962     GOOD             USGS
 DA1297
 DA1297                          STATION DESCRIPTION
 DA1297
 DA1297'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 DA1297'LOCATED 6.5 MI N. AND 8.5 MI E. OF AJO.  NEAR CENTER OF SECTION
 DA1297'13, T11S, R5E, ON NORTH END OF LONG RIDGE.
 DA1297'
 DA1297'TO REACH FROM AJO, GO N. ALONG AJO-GILA BEND RD. TO MARICOPA-PIMA
 DA1297'COUNTY LINE.  TAKE OLD RD. 8.5 MI E.  PACK S. 2 MI.
 DA1297'
 DA1297'STATION MARK--STANDARD TABLET, UNSTAMPED.
 DA1297'
 DA1297'RM 1--DRILL HOLE IN ROCK.
 DA1297
 DA1297                          STATION RECOVERY (1948)
 DA1297
 DA1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1297'RECOVERED AS DESCRIBED BY USGS.
 DA1297
 DA1297                          STATION RECOVERY (1962)
 DA1297
 DA1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1297'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1585 ***********************************************************************
 DA1585  DESIGNATION -  PAPAGO
 DA1585  PID         -  DA1585
 DA1585  STATE/COUNTY-  AZ/PINAL
 DA1585  USGS QUAD   -  HALEY HILLS (1981)
 DA1585
 DA1585                         *CURRENT SURVEY CONTROL
 DA1585  ___________________________________________________________________
 DA1585* NAD 83(1992)-  32 59 39.50583(N)    112 08 29.51226(W)     ADJUSTED  
 DA1585* NAVD 88     -       634.2    (meters)    2081.     (feet)  VERTCON   
 DA1585  ___________________________________________________________________
 DA1585  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DA1585  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA1585  HORZ ORDER  -  THIRD
 DA1585
 DA1585.The horizontal coordinates were established by classical geodetic methods
 DA1585.and adjusted by the National Geodetic Survey in August 1993.
 DA1585
 DA1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1585
 DA1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1585
 DA1585.The geoid height was determined by GEOID03.
 DA1585
 DA1585;                    North         East     Units Scale Factor Converg.
 DA1585;SPC AZ C     -   221,142.701   192,346.418   MT  0.99990544   -0 07 20.8
 DA1585;SPC AZ C     -   725,533.80    631,057.80   iFT  0.99990544   -0 07 20.8
 DA1585;UTM  12      - 3,651,234.413   393,353.171   MT  0.99974023   -0 37 18.1
 DA1585
 DA1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1585!SPC AZ C     -   0.99990523  x   0.99990544  =   0.99981068
 DA1585!UTM  12      -   0.99990523  x   0.99974023  =   0.99964549
 DA1585
 DA1585                          SUPERSEDED SURVEY CONTROL
 DA1585
 DA1585  NAD 83(1986)-  32 59 39.50098(N)    112 08 29.50944(W) AD(       ) 3
 DA1585  NGVD 29 (04/26/91)  633.6    (m)         2079.     (f) VERT ANG    3  
 DA1585
 DA1585.Superseded values are not recommended for survey control.
 DA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1585.See file dsdata.txt to determine how the superseded data were derived.
 DA1585
 DA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9335351234(NAD 83)
 DA1585_MARKER: DD = SURVEY DISK
 DA1585_SETTING: 66 = SET IN ROCK OUTCROP
 DA1585_SP_SET: SET IN BEDROCK
 DA1585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1585+STABILITY: POSITION/ELEVATION WELL
 DA1585
 DA1585  HISTORY     - Date     Condition        Report By
 DA1585  HISTORY     - 1900     MONUMENTED       USGS
 DA1585  HISTORY     - 1921     GOOD             USGS
 DA1585  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DA1585
 DA1585                          STATION DESCRIPTION
 DA1585
 DA1585'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DA1585'LOCATED ABOUT 7 MI SW. OF MARICOPA STATION ON SOUTHERN PACIFIC
 DA1585'RR.  ON ALMOST ISOLATED BUTTE.
 DA1585'
 DA1585'TO REACH NOT GIVEN.
 DA1585'
 DA1585'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, CEMENTED IN
 DA1585'SOLID ROCK.
 DA1585'
 DA1585'RMS--NONE SET.
 DA1585
 DA1585                          STATION RECOVERY (1921)
 DA1585
 DA1585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1921
 DA1585'RECOVERED IN GOOD CONDITION.
 DA1585
 DA1585                          STATION RECOVERY (2006)
 DA1585
 DA1585'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DA1585'SEARCHED THE ROCK OUTCROPPING POINTED TO BY THE ADJUSTED COORDINATES,
 DA1585'ALSO SEARCHED THE OTHER ROCK OUTCROPPINGS IN THE AREA BUT DID NOT
 DA1585'LOCATE THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2213 ***********************************************************************
 DU2213  DESIGNATION -  PARADISE
 DU2213  PID         -  DU2213
 DU2213  STATE/COUNTY-  AZ/MARICOPA
 DU2213  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2213
 DU2213                         *CURRENT SURVEY CONTROL
 DU2213  ___________________________________________________________________
 DU2213* NAD 83(1992)-  33 35 47.80085(N)    111 55 34.00429(W)     ADJUSTED  
 DU2213* NAVD 88     -       423.30   (+/-2cm)    1388.8    (feet)  VERTCON   
 DU2213  ___________________________________________________________________
 DU2213  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DU2213  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU2213  HORZ ORDER  -  FIRST
 DU2213  VERT ORDER  -  THIRD ? (See Below)
 DU2213
 DU2213.The horizontal coordinates were established by classical geodetic methods
 DU2213.and adjusted by the National Geodetic Survey in August 1993.
 DU2213
 DU2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2213.The vertical order pertains to the NGVD 29 superseded value.
 DU2213
 DU2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2213
 DU2213.The geoid height was determined by GEOID03.
 DU2213
 DU2213;                    North         East     Units Scale Factor Converg.
 DU2213;SPC AZ C     -   287,914.999   212,483.351   MT  0.99990001   -0 00 18.8
 DU2213;SPC AZ C     -   944,603.02    697,123.85   iFT  0.99990001   -0 00 18.8
 DU2213;UTM  12      - 3,717,814.803   414,071.930   MT  0.99969103   -0 30 45.0
 DU2213
 DU2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2213!SPC AZ C     -   0.99993818  x   0.99990001  =   0.99983820
 DU2213!UTM  12      -   0.99993818  x   0.99969103  =   0.99962923
 DU2213
 DU2213:                Primary Azimuth Mark                     Grid Az
 DU2213:SPC AZ C     -  THUNDERBIRD APT CONTROL TWR              017 37 30.2
 DU2213:UTM  12      -  THUNDERBIRD APT CONTROL TWR              018 07 56.4
 DU2213
 DU2213|---------------------------------------------------------------------|
 DU2213| PID    Reference Object                     Distance      Geod. Az  |
 DU2213|                                                           dddmmss.s |
 DU2213| DU2212 THUNDERBIRD APT CONTROL TWR         APPROX. 1.7 KM 0173711.4 |
 DU2213| DU2209 SCOTTSDALE THUNDERBIRD ACAD TK      APPROX. 1.7 KM 0245436.7 |
 DU2213| CH6056 PARADISE RM 3                        38.694 METERS 04919     |
 DU2213| DU2208 T3N R4E SECS 14 15 22 23             18.114 METERS 05651     |
 DU2213| CH6053 PARADISE AZ MK                                     1772654.8 |
 DU2213| CH6054 PARADISE RM 1                        11.709 METERS 18204     |
 DU2213| CH6057 PARADISE RM 4                                      2742926.3 |
 DU2213| CH6055 PARADISE RM 2                        12.530 METERS 27754     |
 DU2213|---------------------------------------------------------------------|
 DU2213
 DU2213                          SUPERSEDED SURVEY CONTROL
 DU2213
 DU2213  NAD 83(1986)-  33 35 47.79606(N)    111 55 34.00932(W) AD(       ) 1
 DU2213  NAD 27      -  33 35 47.64730(N)    111 55 31.48260(W) AD(       ) 1
 DU2213  NGVD 29 (07/19/86)  422.80   (m)         1387.1    (f) LEVELING    3  
 DU2213
 DU2213.Superseded values are not recommended for survey control.
 DU2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2213.See file dsdata.txt to determine how the superseded data were derived.
 DU2213
 DU2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1407217815(NAD 83)
 DU2213_MARKER: DS = TRIANGULATION STATION DISK
 DU2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2213
 DU2213  HISTORY     - Date     Condition        Report By
 DU2213  HISTORY     - 1947     MONUMENTED       CGS
 DU2213  HISTORY     - 1963     GOOD             CGS
 DU2213  HISTORY     - 1971     GOOD             USE
 DU2213  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DU2213  HISTORY     - 1976     GOOD             NGS
 DU2213  HISTORY     - 20080306 MARK NOT FOUND   GEOCAC
 DU2213
 DU2213                          STATION DESCRIPTION
 DU2213
 DU2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2213'LOCATED IN THE NORTHEAST CORNER OF SEC. 22, T. 3 N., R. 4 E., ON
 DU2213'THE WEST SIDE OF THE SCOTTSDALE ROAD, 7.25 MILES BY ROAD NORTH
 DU2213'OF THE SCOTTSDALE POST OFFICE.  IT IS 5.3 FEET WEST OF A WITNESS
 DU2213'POST, 22.0 FEET WEST OF A POWER POLE, 35.5 FEET SOUTH OF A DIRT
 DU2213'ROAD AND 49.5 FEET WEST OF THE CENTER LINE OF THE PAVEMENT.
 DU2213'IT IS STAMPED PARADISE 1947 AND PROJECTS 4 INCHES.
 DU2213'
 DU2213'REFERENCE MARK NO. 1 IS 49.0 FEET WEST OF THE CENTER LINE OF THE
 DU2213'PAVEMENT.  IT IS STAMPED PARADISE NO 1 1947 AND PROJECTS 5 INCHES.
 DU2213'
 DU2213'REFERENCE MARK NO. 2 IS 27.0 FEET SOUTH OF THE CENTER LINE OF A
 DU2213'DIRT ROAD.  IT IS STAMPED PARADISE NO 2 1947 AND PROJECTS 5 INCHES.
 DU2213'
 DU2213'A G.L.O. MARK IS LOCATED 6 INCHES UNDER THE PAVEMENT AT THE CENTER
 DU2213'LINE INTERSECTION OF TWO ROADS.
 DU2213'
 DU2213'IT IS A STANDARD DISK STAMPED T3N R4E S15 S14 S22 S23.  THE MARK
 DU2213'HAS BEEN MUTILATED AND THE REST OF THE STAMPING IS NOT DISCERNIBLE.
 DU2213'
 DU2213'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF THE SCOTTSDALE ROAD.
 DU2213'0.35 MILE SOUTH OF THE STATION, 3.5 FEET WEST OF A FENCE LINE,
 DU2213'48.5 FEET NORTH NORTHEAST OF A TELEPHONE POLE AND 49.5 FEET EAST
 DU2213'OF THE CENTER LINE OF THE PAVEMENT.  IT IS STAMPED PARADISE 1947
 DU2213'AND PROJECTS 6 INCHES.
 DU2213
 DU2213                          STATION RECOVERY (1963)
 DU2213
 DU2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2213'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 DU2213'IN GOOD CONDITION.  THE DIRECTION TO ALL MARKS CHECKED.  THE
 DU2213'DISTANCE TO REFERENCE MARK NO. 1 AND G.L.O.  MARKER CHECKED BUT
 DU2213'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2
 DU2213'BECAUSE OF ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 DU2213'
 DU2213'STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF THE CENTER OF
 DU2213'PHOENIX, ABOUT 6 MILES NORTH OF SCOTTSDALE, 3 MILES SOUTH OF BELL
 DU2213'ROAD AND IN THE SOUTHWEST CORNER OF INTERSECTION OF SCOTTSDALE
 DU2213'ROAD AND CACTUS ROAD.
 DU2213'
 DU2213'TO REACH FROM THE JUNCTION OF EAST MC DOWELL ROAD AND SCOTTSDALE
 DU2213'ROAD ABOUT 3 MILES SOUTH OF SCOTTSDALE, GO NORTH ON SCOTTSDALE
 DU2213'ROAD FOR 9.0 MILES TO THE JUNCTION OF CACTUS ROAD AND STATION IN
 DU2213'THE SOUTHWEST CORNER OF INTERSECTION AS DESCRIBED.
 DU2213'
 DU2213'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED PARADISE 1947,
 DU2213'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET FLUSH
 DU2213'WITH THE SURFACE OF THE GROUND.  THE MARK IS 51 FEET WEST OF CENTER
 DU2213'OF NORTH SCOTTSDALE ROAD, 32 FEET SOUTH OF CENTER OF CACTUS DRIVE,
 DU2213'23 FEET WEST-NORTHWEST OF A POWER POLE, 9 FEET SOUTHEAST OF A
 DU2213'STREET SIGN AND 5 FEET NORTH OF THE WITNESS POST.
 DU2213'
 DU2213'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED PARADISE NO 1
 DU2213'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET
 DU2213'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 61.5 FEET SOUTH
 DU2213'OF CENTER OF CACTUS DRIVE, 51 FEET WEST OF CENTER OF NORTH
 DU2213'SCOTTSDALE ROAD, 40 FEET SOUTHEAST OF A POWER POLE AND 33.5 FEET
 DU2213'SOUTH OF THE WITNESS POST.
 DU2213'
 DU2213'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED PARADISE NO 2
 DU2213'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 DU2213'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 92
 DU2213'FEET WEST OF CENTER OF NORTH SCOTTSDALE ROAD, 40.5 FEET
 DU2213'WEST-NORTHWEST OF THE WITNESS POST, 26 FEET SOUTH OF CENTER OF
 DU2213'CACTUS DRIVE AND 9 FEET NORTH OF POWER POLE.
 DU2213'
 DU2213'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED PARADISE 1947, IS
 DU2213'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 DU2213'6 INCHES AND HAS BEEN REINFORCED WITH CONCRETE.  THE MARK IS 89
 DU2213'FEET SOUTH OF A POWER POLE, 48 FEET EAST OF CENTER OF SCOTTSDALE
 DU2213'ROAD, 13.5 FEET WEST OF TELEPHONE CABLE LINE AND 1 FOOT WEST OF
 DU2213'THE WITNESS POST.
 DU2213'
 DU2213'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH ON NORTH
 DU2213'SCOTTSDALE ROAD FOR 0.35 MILE TO MARK ON LEFT AS DESCRIBED.
 DU2213'
 DU2213'G.L.O. MARKER, IS LOCATED IN THE CENTER OF INTERSECTION OF NORTH
 DU2213'SCOTTSDALE ROAD AND CACTUS DRIVE.  THE MARK IS A 2 INCH BRASS CAP
 DU2213'LOCATED ABOUT 6 INCHES BELOW SURFACE OF ROAD AND IS UNDER A
 DU2213'HANDHOLE COVER.  THE MARK IS STAMPED T3N R4E S15 S14 S22 S23,
 DU2213'THE MARK HAS BEEN MUTILATED AND THE REST OF THE STAMPING IS NOT
 DU2213'DISCERNIBLE.
 DU2213'
 DU2213'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DU2213
 DU2213                          STATION RECOVERY (1971)
 DU2213
 DU2213'RECOVERY NOTE BY US ENGINEERS 1971
 DU2213'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH
 DU2213'MARK HAS BEEN DESTROYED.
 DU2213
 DU2213                          STATION RECOVERY (1973)
 DU2213
 DU2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2213'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE RECOVERED,
 DU2213'THE SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 DU2213'WERE DESTROYED BY UNDERGROUND CABLES OR OTHER CONSTRUCTION.
 DU2213'THE STATION WAS REMONUMENTED ON THE ORIGINAL POSITION AT THIS
 DU2213'TIME AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 DU2213'
 DU2213'THE STATION MARK IS A STANDARD DISK STAMPED, PARADISE 1947 1973.
 DU2213'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU2213'2-1/2 INCHES.  IT IS AT THE SOUTHWEST CORNER OF THE INTERSECTION
 DU2213'OF NORTH SCOTTSDALE ROAD AND EAST CACTUS ROAD, 12 FEET NORTHWEST
 DU2213'OF THE CORNER OF A CINDERBLOCK FENCE AND 9 FEET SOUTH-SOUTHWEST
 DU2213'OF A STOP SIGN.
 DU2213'
 DU2213'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PARADISE NO 1 1947.
 DU2213'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 DU2213'WITH THE GROUND.  IT IS 28 FEET SOUTH OF THE CINDERBLOCK FENCE AND
 DU2213'ABOUT 6 FEET SOUTH OF A NEWLY PLANTED PALM TREE.
 DU2213'
 DU2213'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, PARADISE 1947 NO 3
 DU2213'1973.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2213'PROJECTS 3 INCHES.  IT IS 3 FEET SOUTHEAST OF A POWER POLE AND
 DU2213'1-1/2 FEET NORTH OF A CINDER BLOCK FENCE.
 DU2213'
 DU2213'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, PARADISE 1947 NO 4
 DU2213'1973.  IT IS SET IN A DRILL HOLE IN THE SOUTH CURB OF A SHORT
 DU2213'FRONTAGE ROAD WHICH IS ALONG THE NORTH SIDE OF CACTUS ROAD, 36
 DU2213'FEET NORTH OF THE CENTER OF CACTUS ROAD, 11 FEET SOUTH OF THE
 DU2213'CENTER OF THE FRONTAGE ROAD AND ABOUT 50 FEET SOUTHEAST OF THE
 DU2213'MAIL BOX AT 7008.
 DU2213'
 DU2213'THE 1963 ROUTE TO THE STATION IS ADEQUATE.
 DU2213'
 DU2213'THE ANGLE AND DISTANCE TO REFERENCE MARK 1 ARE THE SAME AS 1963.
 DU2213'
 DU2213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 DU2213'SCOTTSDALE
 DU2213
 DU2213                          STATION RECOVERY (1976)
 DU2213
 DU2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DU2213'RECOVERED IN GOOD CONDITION.
 DU2213
 DU2213                          STATION RECOVERY (2008)
 DU2213
 DU2213'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU2213'INCLUDING LANES FOR RIGHT AND LEFT TURNS, SCOTTSDALE
 DU2213'ROAD AT THIS INTERSECTION IS EIGHT LANES WIDE, AND
 DU2213'CACTUS IS SIX LANES WIDE.  THE ROADS WERE NARROWER
 DU2213'IN 1973, WHEN STOP SIGNS GOVERNED THE TRAFFIC THERE.
 DU2213'THE STATION WAS WHERE THE SOUTHERLY END OF THE WEST
 DU2213'CROSSWALK NOW IS.  THE REFERENCE MARKS ALSO CANNOT
 DU2213'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2082 ***********************************************************************
 DU2082  DESIGNATION -  PARALTA
 DU2082  PID         -  DU2082
 DU2082  STATE/COUNTY-  AZ/PINAL
 DU2082  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU2082
 DU2082                         *CURRENT SURVEY CONTROL
 DU2082  ___________________________________________________________________
 DU2082* NAD 83(1992)-  33 19 57.75067(N)    111 26 17.27800(W)     ADJUSTED  
 DU2082* NAVD 88     -       549.4    (meters)    1802.     (feet)  VERTCON   
 DU2082  ___________________________________________________________________
 DU2082  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 DU2082  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DU2082  HORZ ORDER  -  SECOND
 DU2082
 DU2082.The horizontal coordinates were established by classical geodetic methods
 DU2082.and adjusted by the National Geodetic Survey in August 1993.
 DU2082
 DU2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2082
 DU2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2082
 DU2082.The geoid height was determined by GEOID03.
 DU2082
 DU2082;                    North         East     Units Scale Factor Converg.
 DU2082;SPC AZ C     -   258,749.922   257,907.682   MT  0.99992446   +0 15 46.7
 DU2082;SPC AZ C     -   848,917.07    846,153.81   iFT  0.99992446   +0 15 46.7
 DU2082;UTM  12      - 3,688,257.695   459,225.607   MT  0.99962050   -0 14 26.7
 DU2082
 DU2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2082!SPC AZ C     -   0.99991833  x   0.99992446  =   0.99984279
 DU2082!UTM  12      -   0.99991833  x   0.99962050  =   0.99953886
 DU2082
 DU2082|---------------------------------------------------------------------|
 DU2082| PID    Reference Object                     Distance      Geod. Az  |
 DU2082|                                                           dddmmss.s |
 DU2082| CH6058 PARALTA RM 1                         12.967 METERS 13532     |
 DU2082| CH6059 PARALTA RM 2                         12.982 METERS 31405     |
 DU2082| DU2083 HILL                                APPROX. 3.0 KM 3150740.3 |
 DU2082|---------------------------------------------------------------------|
 DU2082
 DU2082                          SUPERSEDED SURVEY CONTROL
 DU2082
 DU2082  NAD 83(1986)-  33 19 57.74621(N)    111 26 17.28117(W) AD(       ) 2
 DU2082  NAD 27      -  33 19 57.55992(N)    111 26 14.81456(W) AD(       ) 2
 DU2082  NGVD 29 (07/19/86)  548.9    (m)         1801.     (f) VERT ANG    3  
 DU2082
 DU2082.Superseded values are not recommended for survey control.
 DU2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2082.See file dsdata.txt to determine how the superseded data were derived.
 DU2082
 DU2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5922688258(NAD 83)
 DU2082_MARKER: DD = SURVEY DISK
 DU2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2082+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU2082
 DU2082  HISTORY     - Date     Condition        Report By
 DU2082  HISTORY     - 1975     MONUMENTED       AZDT
 DU2082  HISTORY     - 20061227 GOOD             GEOCAC
 DU2082  HISTORY     - 20081212 GOOD             GEOCAC
 DU2082
 DU2082                          STATION DESCRIPTION
 DU2082
 DU2082'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2082'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF APACHE
 DU2082'JUNCTION AND 7.8 MILES NORTHWEST OF FLORENCE JUNCTION ALONG
 DU2082'U.S. HIGHWAY 60-80-89.
 DU2082'
 DU2082'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED PARALTA
 DU2082'P AND M GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2082'MONUMENT.  THE MARK IS 141 FEET SOUTH OF THE EASTBOUND RIGHT-OF-WAY
 DU2082'FENCELINE, 241 FEET SOUTH OF THE EASTBOUND CENTERLINE OF HWY.,
 DU2082'AND IS MARKED WITH A WITNESS POST AND SIGN 2.8 FEET SOUTH.
 DU2082'
 DU2082'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2082'1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT PROJECTING 0.3
 DU2082'FEET.  THE DISK IS 142 FEET SOUTH OF THE EASTBOUND RIGHT-OF-WAY
 DU2082'FENCE AND IS 42.54 FEET SOUTHEAST OF STATION.
 DU2082'
 DU2082'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2082'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 DU2082'0.2 FEET.  THE MARK IS 142 FEET SOUTH OF THE EASTBOUND RIGHT-OF-WAY
 DU2082'FENCELINE AND 42.59 FEET NORTHWEST OF THE STATION.
 DU2082'
 DU2082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-70-80-89
 DU2082'AND 88 AT APACHE JUNCTION, GO SOUTHEAST ALONG U.S. HWY. 60-80-89
 DU2082'FOR 8.3 MILES TO PARALTA ROAD, CONTINUE SOUTHEAST FOR 0.2 MILES TO
 DU2082'MILE POST 204.45 AND TO THE STATION ON THE RIGHT.
 DU2082'
 DU2082'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2082
 DU2082                          STATION RECOVERY (2006)
 DU2082
 DU2082'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2082'RECOVERED IN GOOD CONDITION.
 DU2082
 DU2082                          STATION RECOVERY (2008)
 DU2082
 DU2082'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2082'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DU2082'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0615 ***********************************************************************
 GP0615  DESIGNATION -  PARIA
 GP0615  PID         -  GP0615
 GP0615  STATE/COUNTY-  AZ/COCONINO
 GP0615  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0615
 GP0615                         *CURRENT SURVEY CONTROL
 GP0615  ___________________________________________________________________
 GP0615* NAD 83(1992)-  36 50 52.42601(N)    111 40 47.92491(W)     ADJUSTED  
 GP0615* NAVD 88     -      2043.8    (meters)    6705.     (feet)  VERTCON   
 GP0615  ___________________________________________________________________
 GP0615  LAPLACE CORR-         -11.13  (seconds)                    DEFLEC99
 GP0615  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GP0615  HORZ ORDER  -  FIRST
 GP0615
 GP0615.The horizontal coordinates were established by classical geodetic methods
 GP0615.and adjusted by the National Geodetic Survey in August 1993.
 GP0615
 GP0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0615
 GP0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0615
 GP0615.The geoid height was determined by GEOID03.
 GP0615
 GP0615;                    North         East     Units Scale Factor Converg.
 GP0615;SPC AZ C     -   648,618.017   234,467.749   MT  0.99990549   +0 08 31.0
 GP0615;SPC AZ C     - 2,128,011.87    769,251.15   iFT  0.99990549   +0 08 31.0
 GP0615;UTM  12      - 4,078,214.942   439,377.427   MT  0.99964527   -0 24 28.0
 GP0615
 GP0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0615!SPC AZ C     -   0.99968299  x   0.99990549  =   0.99958851
 GP0615!UTM  12      -   0.99968299  x   0.99964527  =   0.99932837
 GP0615
 GP0615:                Primary Azimuth Mark                     Grid Az
 GP0615:SPC AZ C     -  PARIA RM 3 AZIMUTH                       058 59 55.8
 GP0615:UTM  12      -  PARIA RM 3 AZIMUTH                       059 32 54.8
 GP0615
 GP0615|---------------------------------------------------------------------|
 GP0615| PID    Reference Object                     Distance      Geod. Az  |
 GP0615|                                                           dddmmss.s |
 GP0615| CH3870 PARIA RM 3 AZIMUTH                                 0590826.8 |
 GP0615| CH3868 PARIA RM 1                           10.348 METERS 13910     |
 GP0615| GP0616 PARIA CAIRN                          13.400 METERS 15738     |
 GP0615| CH3869 PARIA RM 2                           12.559 METERS 19216     |
 GP0615|---------------------------------------------------------------------|
 GP0615
 GP0615                          SUPERSEDED SURVEY CONTROL
 GP0615
 GP0615  NAD 83(1986)-  36 50 52.42188(N)    111 40 47.92264(W) AD(       ) 1
 GP0615  NAD 27      -  36 50 52.46897(N)    111 40 45.33530(W) AD(       ) 1
 GP0615  NGVD 29 (07/19/86) 2042.8    (m)         6702.     (f) VERT ANG    3  
 GP0615
 GP0615.Superseded values are not recommended for survey control.
 GP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0615.See file dsdata.txt to determine how the superseded data were derived.
 GP0615
 GP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3937778215(NAD 83)
 GP0615_MARKER: DS = TRIANGULATION STATION DISK
 GP0615_SETTING: 80 = SET IN A BOULDER
 GP0615_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GP0615
 GP0615  HISTORY     - Date     Condition        Report By
 GP0615  HISTORY     - 1934     MONUMENTED       CGS
 GP0615  HISTORY     - 1938     GOOD             CGS
 GP0615  HISTORY     - 1947     SEE DESCRIPTION  CGS
 GP0615  HISTORY     - 1954     GOOD             USGS
 GP0615  HISTORY     - 1972     GOOD             AZHD
 GP0615
 GP0615                          STATION DESCRIPTION
 GP0615
 GP0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0615'ON SMALL FLAT-TOPPED MESA, ON SOUTHERN EDGE OF PARIA PLATEAU.
 GP0615'THERE ARE SEVERAL MESAS ON THIS PLATEAU, STATION MESA BEING
 GP0615'ABOUT 1/4 MILE IN AREA, THE ONE NEAREST TO LEES FERRY BRIDGE,
 GP0615'AND ALMOST DIRECTLY ABOVE IT IN WESTERLY DIRECTION.  ON SOUTHERN
 GP0615'POINT OF MESA IS LARGE CAIRN ESTABLISHED BY POWELL SURVEY.
 GP0615'SHARP SANDSTONE BUTTE KNOWN AS PARIA NEEDLE IS ABOUT 300 YARDS
 GP0615'NORTHWEST OF, BUT NOT VISIBLE FROM STATION.  TO REACH FROM
 GP0615'HOUSE ROCK ON U.S. HIGHWAY 89, GO NORTH ON WINTER ROAD 9.5
 GP0615'MILES TO DIM RIGHT-HAND FORK BETWEEN TWO PILES OF STONES,
 GP0615'TURN RIGHT AND GO 1.4 MILES TO CORRAL.  TURN SHARP
 GP0615'RIGHT AND GO 19.3 MILES TO POINT OPPOSITE JOES RANCH (CORRALS
 GP0615'AND RESERVOIR).  CONTINUE PAST RANCH, FOLLOWING LARGE SWALE
 GP0615'3.3 MILES.  CONTINUE EAST 1.0 MILE TO SADDLE OPPOSITE AND
 GP0615'SOUTH OF WHITE ROCK POINT.  CONTINUE SOUTHEASTERLY 0.9 MILE TO
 GP0615'ANOTHER SADDLE, AND ON 0.5 MILE TO SANDSTONE GAP.  PASS
 GP0615'THROUGH GAP AND GO 1.5 MILE TO SHALLOW SINKHOLE.  FROM
 GP0615'HERE CAIRN AND STATION BEAR 115 DEG MAGNETIC.  FOLLOW THIS
 GP0615'BEARING 3.5 MILES TO END OF TRUCK TRAVEL, THENCE 20-MINUTE HIKE
 GP0615'TO STATION.  STATION MARKED BY BURIED BOULDER.  REFERENCE MARKS ARE
 GP0615'STANDARD DISKS IN BEDROCK.  NO. 1 IS 10.350 METERS
 GP0615'(33.96 FEET) SOUTHEAST OF STATION.
 GP0615'NO. 2 IS 12.560 METERS (41.21 FEET) SOUTHWEST.
 GP0615'NO. 3 (AZIMUTH MARK) IS IN SANDSTONE LEDGE ABOUT
 GP0615'1/4 MILE TO NORTHEAST.
 GP0615'PARIA (U.S.G.S.), CAIRN
 GP0615'IS 13.40 METERS (44.0 FEET) FROM STATION.
 GP0615
 GP0615                          STATION RECOVERY (1938)
 GP0615
 GP0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GP0615'ABOUT 49 MILES EAST-SOUTHEAST OF KANAB, UTAH.  STATION IS ON A
 GP0615'SMALL FLAT-TOP MESA, ON THE SOUTHERN EDGE OF PARIA PLATEAU.
 GP0615'THIS MESA IS VERY DISTINCTIVE, ABOUT 250 FEET HIGH, 200 YARDS
 GP0615'IN DIAMETER AND HAVING WHITE SANDSTONE CLIFFS ALL AROUND, WITH
 GP0615'A RED SANDSTONE BELT THROUGH THE CENTER.  IT IS ABOUT 200 YARDS
 GP0615'BACK FROM THE NORTH RIM OF THE COLORADO RIVER CANYON, WEST OF
 GP0615'LEES FERRY.  THERE IS A VERY LARGE CAIRN NEAR THE STATION.
 GP0615'A SHARP SANDSTONE NEEDLE LIES JUST NORTH OF THE MESA.  STATION
 GP0615'MARK IS SET IN BURIED BOULDER.
 GP0615'
 GP0615'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89, 52 MILES BY ROAD
 GP0615'SOUTHEAST OF KANAB, UTAH, AS FOLLOWS--GO NORTH ON THE WINTER
 GP0615'ROAD 9.4 MILES TO ROAD LEADING TO RIGHT AT SIGN JARVIS, TURN
 GP0615'RIGHT AND GO 1.4 MILES TO POLE CORRALS, BEAR RIGHT ON MAIN
 GP0615'ROAD UP THE MESA AND GO 12.55 MILES TO FORK AT SIGN JARVIS
 GP0615'ON LEFT.  TAKE LEFT FORK AND FOLLOW MAIN ROAD 6.1 MILES TO A
 GP0615'POINT ON RIGHT THAT SEEMS TO BE AN OLD WATER HOLE, THEN LEFT 0.8
 GP0615'MILE TO CORRAL AT JOES RANCH.  CONTINUE NORTH UP LARGE
 GP0615'SWALE 3.3 MILES TO SADDLE, BEARING SLIGHTLY RIGHT WHEN
 GP0615'APPROACHING HEAD OF SWALE, THEN NORTH 1 MILE TO SADDLE,
 GP0615'JUST SOUTH OF WHITE ROCK POINT, CONTINUE IN A
 GP0615'NORTH-NORTHEAST DIRECTION DIAGONALLY TO A SWALE TO THE
 GP0615'EAST HAVING PROMINENT WHITE SANDSTONE BLUFF ON EAST SIDE, ENTER
 GP0615'SWALE AND BEAR LEFT 0.7 MILE TO A POINT NORTHEAST OF THE
 GP0615'WHITE BLUFFS, TURN RIGHT (EAST) AND PICK WAY ACROSS
 GP0615'COUNTRY 2.8 MILES TO FOOT OF MESA.  MESA BECOMES VISIBLE ABOUT
 GP0615'0.5 MILE AFTER TURNING EAST.  THE ROUTE FROM JOES RANCH IS BAD
 GP0615'SAND AND ROUGH GOING BUT CAN BE MADE WITH TRUCK.  TO GET ON
 GP0615'MESA CLIMB EAST FROM THE NORTHEAST CORNER, UP EASTERN ONE OF
 GP0615'TWO SLOPES HAVING SPOTTY BRUSH GROWING FROM CRACKS IN
 GP0615'ROCKS.  IF CARRYING PACKS, IT IS ADVISABLE TO HAVE A LINE.
 GP0615'
 GP0615'REFERENCE MARKS NOS. 1, 2 AND 3 ARE SET IN ROCK OUTCROP.
 GP0615'REFERENCE MARK NO. 3 (AZIMUTH) IS ON WEST SLOPE
 GP0615'OF A RED SANDSTONE OUTCROP ABOUT 100 YARDS NORTH OF CANYON
 GP0615'RIM, A SMALL CAIRN IS NEARBY ON THE SAME ROCK, IT LIES ABOUT
 GP0615'0.3 MILE NORTHEAST OF STATION.  ALL MARKS FOUND IN GOOD
 GP0615'CONDITION.
 GP0615
 GP0615                          STATION RECOVERY (1947)
 GP0615
 GP0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0615'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN
 GP0615'GOOD CONDITION.  THE STATION IS LOCATED ON THE MONUMENT, WHICH
 GP0615'IS ON THE MESA NORTHWEST OF NAVAJO BRIDGE ABOUT 2 MILES.  IT
 GP0615'IS A STANDARD DISK STAMPED PARIA 1934, SET IN A BOULDER,
 GP0615'PROJECTING ABOUT 1 FOOT.
 GP0615'
 GP0615'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED PARIA NO 1 1934,
 GP0615'SET IN BEDROCK, FLUSH.  IT IS 10 FEET NORTHEAST OF THE CENTER
 GP0615'OF A LARGE CAIRN, 9 FEET NORTH WEST OF THE RIM, AND ABOUT
 GP0615'THE SAME ELEVATION AS THE STATION.
 GP0615'
 GP0615'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED PARIA NO 2 1934,
 GP0615'SET IN BEDROCK, FLUSH.  IT IS ABOUT 30 FEET WEST OF THE CENTER
 GP0615'OF A LARGE CAIRN, 10 FEET NORTH OF THE RIM, AND ABOUT 1 FOOT
 GP0615'LOWER THAN THE STATION.
 GP0615'
 GP0615'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PARIA 1934 NO 3,
 GP0615'SET IN BEDROCK, FLUSH.  IT IS 100 METERS NORTH OF THE RIM,
 GP0615'AND ON THE TOP OF A SMALL BUTTE.
 GP0615'
 GP0615'TO REACH THE STATION FROM NAVAJO BRIDGE GO SOUTH AND WEST
 GP0615'FOR 28.5 MILES ON U.S. HIGHWAY 89 TO HOUSE ROCK.  TURN
 GP0615'RIGHT AND GO 5.0 MILES TO CATTLE GUARD.  PASS THROUGH CATTLE
 GP0615'GUARD AND CONTINUE 0.1 MILE TO FORK.  TAKE LEFT FORK AND
 GP0615'GO 1.3 MILES TO WHERE ROAD COMES IN FROM RIGHT.  CONTINUE
 GP0615'STRAIGHT AHEAD 0.9 MILE TO A GATE.  PASS THROUGH GATE AND
 GP0615'CONTINUE 0.9 MILE AND ANOTHER ROAD TO THE RIGHT.  CONTINUE
 GP0615'STRAIGHT AHEAD FOR 1.7 MILES TO A FORK, TAKE THE RIGHT FORK
 GP0615'EAST AND SOUTH FOR 4.4 MILES TO A FORK.  TAKE LEFT FORK AND
 GP0615'GO 1.7 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 GP0615'1.1 MILE TO A FORK, TAKE RIGHT FORK FOR 2.0 MILES TO A
 GP0615'FORK.  TAKE MIDDLE ROAD OF THREE AND GO 0.4 MILE TO WHERE
 GP0615'ROAD COMES IN FROM THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 4.0
 GP0615'MILES TO A GATE AND FENCE CORNER.  PASS THROUGH THE GATE
 GP0615'AND CONTINUE ON ROAD ALONE THE RIGHT SIDE OF THE FENCE
 GP0615'FOR 3.4 MILES TO WHERE ROAD COMES IN FORM THE RIGHT.
 GP0615'CONTINUE STRAIGHT AHEAD 0.4 MILES TO WHERE A ROAD COMES IN
 GP0615'FORM THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A
 GP0615'FORK.  TAKE THE LEFT FORK FOR 2.0 MILES.  TAKE THE RIGHTHAND
 GP0615'ROAD OF THREE AND FOLLOW TRACK ROAD AROUND BUTTES TO THE
 GP0615'EAST AND NORTH FOR 2.5 MILES TO A FENCE.  TURN RIGHT AND
 GP0615'FOLLOW ALONG THE RIGHT SIDE OF FENCE FOR 2.8 MILES TO THE
 GP0615'EDGE OF CLIFF AND A GATE.  PASS THROUGH THE GATE AND GO
 GP0615'NORTHEAST ACROSS COUNTRY FOR 2.3 MILES TO THE NORTHEAST SIDE
 GP0615'OF THE MESA AND THE END OF TRUCK TRAVEL.  PACK ALONG THE
 GP0615'EAST SIDE OF THE MESA TO A LARGE CREVICE, CRAWL UP THE
 GP0615'CREVICE TO THE TOP OF THE MESA, THENCE PACK SOUTH FOR 300
 GP0615'YARDS AND TO THE STATION AS DESCRIBED ABOVE.
 GP0615
 GP0615                          STATION RECOVERY (1954)
 GP0615
 GP0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0615'RECOVERED IN GOOD CONDITION.
 GP0615
 GP0615                          STATION RECOVERY (1972)
 GP0615
 GP0615'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0615'GENERAL LOCATION ABOUT 49 MILES ESE OF KANAB UTAH - ON A
 GP0615'SMALL FLATTOP MESA ON SOUTHERN EDGE OF PARIA PLATEAU
 GP0615'
 GP0615'TO REACH AS PER USC AND GS DESCRIPTIONS AND DISCOVERY NOTES
 GP0615'
 GP0615'STATION MARK STD. USC AND GS BC SET IN BOULDER STAMPED
 GP0615'PARIA 1934
 GP0615'
 GP0615'REFERENCE MARKS STD USC AND GS BC SET IN BEDROCK, STAMPED
 GP0615'PARIA NO 1 1934 AND PARIA NO 2 1934 COND. GOOD
 GP0615'
 GP0615'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0616 ***********************************************************************
 GP0616  DESIGNATION -  PARIA CAIRN
 GP0616  PID         -  GP0616
 GP0616  STATE/COUNTY-  AZ/COCONINO
 GP0616  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0616
 GP0616                         *CURRENT SURVEY CONTROL
 GP0616  ___________________________________________________________________
 GP0616* NAD 83(1992)-  36 50 52.02403(N)    111 40 47.71904(W)     ADJUSTED  
 GP0616* NAVD 88     -      2044.     (meters)    6706.     (feet)  SCALED    
 GP0616  ___________________________________________________________________
 GP0616  LAPLACE CORR-         -11.14  (seconds)                    DEFLEC99
 GP0616  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GP0616  HORZ ORDER  -  SECOND
 GP0616
 GP0616.The horizontal coordinates were established by classical geodetic methods
 GP0616.and adjusted by the National Geodetic Survey in August 1993.
 GP0616
 GP0616.The orthometric height was scaled from a topographic map.
 GP0616
 GP0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0616
 GP0616.The geoid height was determined by GEOID03.
 GP0616
 GP0616;                    North         East     Units Scale Factor Converg.
 GP0616;SPC AZ C     -   648,605.639   234,472.880   MT  0.99990549   +0 08 31.1
 GP0616;SPC AZ C     - 2,127,971.26    769,267.98   iFT  0.99990549   +0 08 31.1
 GP0616;UTM  12      - 4,078,202.519   439,382.437   MT  0.99964527   -0 24 27.9
 GP0616
 GP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0616!SPC AZ C     -   0.99968296  x   0.99990549  =   0.99958848
 GP0616!UTM  12      -   0.99968296  x   0.99964527  =   0.99932834
 GP0616
 GP0616                          SUPERSEDED SURVEY CONTROL
 GP0616
 GP0616  NAD 83(1986)-  36 50 52.01990(N)    111 40 47.71677(W) AD(       ) 2
 GP0616  NAD 27      -  36 50 52.06700(N)    111 40 45.12900(W) AD(       ) 2
 GP0616
 GP0616.Superseded values are not recommended for survey control.
 GP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0616.See file dsdata.txt to determine how the superseded data were derived.
 GP0616
 GP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3938278203(NAD 83)
 GP0616_MARKER: 72 = CAIRN
 GP0616
 GP0616  HISTORY     - Date     Condition        Report By
 GP0616  HISTORY     - 1934     FIRST OBSERVED   CGS
 GP0616
 GP0616                          STATION DESCRIPTION
 GP0616
 GP0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0616'U.S. GEOLOGICAL SURVEY MARK 13.40 METERS (44.0 FEET) S 22 DEG 22 MIN E
 GP0616'FROM STATION PARIA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0676 ***********************************************************************
 FQ0676  DESIGNATION -  PARK
 FQ0676  PID         -  FQ0676
 FQ0676  STATE/COUNTY-  AZ/COCONINO
 FQ0676  USGS QUAD   -  KENDRICK PEAK (1966)
 FQ0676
 FQ0676                         *CURRENT SURVEY CONTROL
 FQ0676  ___________________________________________________________________
 FQ0676* NAD 83(1992)-  35 24 35.48470(N)    111 45 19.75080(W)     ADJUSTED  
 FQ0676* NAVD 88     -      2403.4    (meters)    7885.     (feet)  VERTCON   
 FQ0676  ___________________________________________________________________
 FQ0676  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FQ0676  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 FQ0676  HORZ ORDER  -  SECOND
 FQ0676
 FQ0676.The horizontal coordinates were established by classical geodetic methods
 FQ0676.and adjusted by the National Geodetic Survey in August 1993.
 FQ0676
 FQ0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0676
 FQ0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0676
 FQ0676.The geoid height was determined by GEOID03.
 FQ0676
 FQ0676;                    North         East     Units Scale Factor Converg.
 FQ0676;SPC AZ C     -   489,052.896   227,998.656   MT  0.99990264   +0 05 36.2
 FQ0676;SPC AZ C     - 1,604,504.25    748,027.09   iFT  0.99990264   +0 05 36.2
 FQ0676;UTM  12      - 3,918,758.215   431,405.479   MT  0.99965798   -0 26 15.9
 FQ0676
 FQ0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0676!SPC AZ C     -   0.99962646  x   0.99990264  =   0.99952914
 FQ0676!UTM  12      -   0.99962646  x   0.99965798  =   0.99928457
 FQ0676
 FQ0676|---------------------------------------------------------------------|
 FQ0676| PID    Reference Object                     Distance      Geod. Az  |
 FQ0676|                                                           dddmmss.s |
 FQ0676| CH3872 PARK RM 2                            12.871 METERS 17926     |
 FQ0676| FQ0678 SLATE MTN                           APPROX.12.3 KM 3195019.8 |
 FQ0676| CH3871 PARK RM 1                            12.933 METERS 35937     |
 FQ0676|---------------------------------------------------------------------|
 FQ0676
 FQ0676                          SUPERSEDED SURVEY CONTROL
 FQ0676
 FQ0676  NAD 83(1986)-  35 24 35.48234(N)    111 45 19.74566(W) AD(       ) 2
 FQ0676  NAD 27      -  35 24 35.47736(N)    111 45 17.18022(W) AD(       ) 2
 FQ0676  NGVD 29 (07/19/86) 2402.3    (m)         7882.     (f) VERT ANG    3  
 FQ0676
 FQ0676.Superseded values are not recommended for survey control.
 FQ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0676.See file dsdata.txt to determine how the superseded data were derived.
 FQ0676
 FQ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3140518758(NAD 83)
 FQ0676_MARKER: DD = SURVEY DISK
 FQ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0676
 FQ0676  HISTORY     - Date     Condition        Report By
 FQ0676  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0676
 FQ0676                          STATION DESCRIPTION
 FQ0676
 FQ0676'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0676'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHWEST OF
 FQ0676'FLAGSTAFF ALONG THE EAST RIGHT-OF-WAY OF U.S. 180.
 FQ0676'
 FQ0676'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED PARK 1976 AND
 FQ0676'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.5
 FQ0676'FEET.  THE STATION IS 35.5 FEET EAST OF HWY. CENTERLINE AND 2
 FQ0676'FEET WEST OF RIGHT-OF-WAY FENCE.
 FQ0676'
 FQ0676'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED PARK RM
 FQ0676'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0676'PROJECTING 0.5 FEET.  THE MARK IS 35.5 FEET EAST OF HWY. CENTERLINE
 FQ0676'AND 2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 FQ0676'
 FQ0676'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED PARK RM
 FQ0676'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0676'PROJECTING 1 FOOT, 35.5 FEET EAST OF HWY. CENTERLINE.
 FQ0676'
 FQ0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND 180 IN
 FQ0676'FLAGSTAFF, TRAVEL NORTH ON U.S. 180 THROUGH FORT VALLEY AND
 FQ0676'KENDRICK PK. TO MILE POST 236.1 AND THE STATION IN THE EAST
 FQ0676'RIGHT-OF-WAY.
 FQ0676'
 FQ0676'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2371 ***********************************************************************
 CZ2371  DESIGNATION -  PARK
 CZ2371  PID         -  CZ2371
 CZ2371  STATE/COUNTY-  AZ/PIMA
 CZ2371  USGS QUAD   -  TUCSON (1992)
 CZ2371
 CZ2371                         *CURRENT SURVEY CONTROL
 CZ2371  ___________________________________________________________________
 CZ2371* NAD 83(1992)-  32 11 06.52770(N)    110 57 35.30480(W)     ADJUSTED  
 CZ2371* NAVD 88     -       761.5    (meters)    2498.     (feet)  VERTCON   
 CZ2371  ___________________________________________________________________
 CZ2371  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CZ2371  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ2371  HORZ ORDER  -  SECOND
 CZ2371
 CZ2371.The horizontal coordinates were established by classical geodetic methods
 CZ2371.and adjusted by the National Geodetic Survey in August 1993.
 CZ2371
 CZ2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2371
 CZ2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2371
 CZ2371.The geoid height was determined by GEOID03.
 CZ2371
 CZ2371;                    North         East     Units Scale Factor Converg.
 CZ2371;SPC AZ C     -   131,796.918   303,587.330   MT  1.00000036   +0 30 35.0
 CZ2371;SPC AZ C     -   432,404.59    996,021.42   iFT  1.00000036   +0 30 35.0
 CZ2371;UTM  12      - 3,560,958.803   503,788.806   MT  0.99960018   +0 01 17.1
 CZ2371
 CZ2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2371!SPC AZ C     -   0.99988505  x   1.00000036  =   0.99988541
 CZ2371!UTM  12      -   0.99988505  x   0.99960018  =   0.99948528
 CZ2371
 CZ2371|---------------------------------------------------------------------|
 CZ2371| PID    Reference Object                     Distance      Geod. Az  |
 CZ2371|                                                           dddmmss.s |
 CZ2371| CR8311 PARK RM 1                            12.129 METERS 10505     |
 CZ2371| CR8312 PARK RM 2                            11.837 METERS 28439     |
 CZ2371| CZ2367 BARNETT                             APPROX. 2.4 KM 3103932.9 |
 CZ2371|---------------------------------------------------------------------|
 CZ2371
 CZ2371                          SUPERSEDED SURVEY CONTROL
 CZ2371
 CZ2371  NAD 83(1986)-  32 11 06.52442(N)    110 57 35.30211(W) AD(       ) 2
 CZ2371  NGVD 29 (05/20/88)  760.8    (m)         2496.     (f) VERT ANG    3  
 CZ2371
 CZ2371.Superseded values are not recommended for survey control.
 CZ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2371.See file dsdata.txt to determine how the superseded data were derived.
 CZ2371
 CZ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0378960959(NAD 83)
 CZ2371_MARKER: DS = TRIANGULATION STATION DISK
 CZ2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2371+STABILITY: SURFACE MOTION
 CZ2371
 CZ2371  HISTORY     - Date     Condition        Report By
 CZ2371  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2371
 CZ2371                          STATION DESCRIPTION
 CZ2371
 CZ2371'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2371'THE STATION IS LOCATED ALONG INTERSTATE HIGHWAY 10 IN TUCSON.  IT IS
 CZ2371'ABOUT MIDWAY BETWEEN SOUTH 6TH AVENUE AND PARK AVENUE.
 CZ2371'
 CZ2371'THE STATION MARK IS AN AZDT DISK STAMPED---PARK 1982---.  IT IS SET IN
 CZ2371'TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 424 FEET SOUTHEAST OF
 CZ2371'NORTHEAST CORNER OF THE WEST BOUND RAILROAD OVERPASS ABUTMENT, 38 FEET
 CZ2371'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE, 12 FEET WEST OF A
 CZ2371'CATCH BASIN, 4 FEET NORTH OF A GUARD RAIL AND SET BY A WITNESS POST.
 CZ2371'
 CZ2371'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PARK RM 1 1982---.  IT IS
 CZ2371'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET NORTH OF A GUARD
 CZ2371'RAIL.
 CZ2371'
 CZ2371'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PARK RM 2 1982---.  IT IS
 CZ2371'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET NORTH OF A GUARD
 CZ2371'RAIL.
 CZ2371'
 CZ2371'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND 6TH AVENUE
 CZ2371'TRAFFIC INTERCHANGE IN TUCSON, TRAVEL SOUTHEAST ALONG I-10 FOR 0.5
 CZ2371'MILE TO MILE POST 261.5 AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2251 ***********************************************************************
 DU2251  DESIGNATION -  PARK
 DU2251  PID         -  DU2251
 DU2251  STATE/COUNTY-  AZ/MARICOPA
 DU2251  USGS QUAD   -  MESA (1982)
 DU2251
 DU2251                         *CURRENT SURVEY CONTROL
 DU2251  ___________________________________________________________________
 DU2251* NAD 83(2007)-  33 25 45.98044(N)    111 52 27.39626(W)     ADJUSTED  
 DU2251* NAVD 88     -       365.1    (meters)    1198.     (feet)  VERTCON   
 DU2251  ___________________________________________________________________
 DU2251  EPOCH DATE  -        2007.00
 DU2251  X           -  -1,985,307.096 (meters)                     COMP
 DU2251  Y           -  -4,945,020.504 (meters)                     COMP
 DU2251  Z           -   3,493,990.410 (meters)                     COMP
 DU2251  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DU2251  ELLIP HEIGHT-         335.564 (meters)          (02/10/07) ADJUSTED
 DU2251  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2251
 DU2251  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2251  Type    PID    Designation                      North   East  Ellip
 DU2251  -------------------------------------------------------------------
 DU2251  NETWORK DU2251 PARK                              2.29   2.53   5.04
 DU2251  -------------------------------------------------------------------
 DU2251
 DU2251.The horizontal coordinates were established by GPS observations
 DU2251.and adjusted by the National Geodetic Survey in February 2007.
 DU2251
 DU2251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2251.The horizontal coordinates are valid at the epoch date displayed above.
 DU2251.The epoch date for horizontal control is a decimal equivalence
 DU2251.of Year/Month/Day.
 DU2251
 DU2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2251
 DU2251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2251
 DU2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2251
 DU2251.The ellipsoidal height was determined by GPS observations
 DU2251.and is referenced to NAD 83.
 DU2251
 DU2251.The geoid height was determined by GEOID03.
 DU2251
 DU2251;                    North         East     Units Scale Factor Converg.
 DU2251;SPC AZ C     -   269,375.927   217,301.779   MT  0.99990019   +0 01 24.1
 DU2251;SPC AZ C     -   883,779.29    712,932.35   iFT  0.99990019   +0 01 24.1
 DU2251;UTM  12      - 3,699,237.864   418,725.404   MT  0.99968144   -0 28 54.0
 DU2251
 DU2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2251!SPC AZ C     -   0.99994732  x   0.99990019  =   0.99984752
 DU2251!UTM  12      -   0.99994732  x   0.99968144  =   0.99962878
 DU2251
 DU2251                          SUPERSEDED SURVEY CONTROL
 DU2251
 DU2251  ELLIP H (06/11/02)  335.589  (m)                       GP(       ) 4 2
 DU2251  NAD 83(1992)-  33 25 45.97910(N)    111 52 27.39540(W) AD(       ) 1
 DU2251  ELLIP H (08/23/93)  335.662  (m)                       GP(       ) 4 2
 DU2251  NAD 83(1986)-  33 25 45.97237(N)    111 52 27.40027(W) AD(       ) 1
 DU2251  NGVD 29 (09/11/89)  364.5    (m)         1196.     (f) GPS OBS     3  
 DU2251
 DU2251.Superseded values are not recommended for survey control.
 DU2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2251.See file dsdata.txt to determine how the superseded data were derived.
 DU2251
 DU2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1872599238(NAD 83)
 DU2251_MARKER: DD = SURVEY DISK
 DU2251_SETTING: 0 = UNSPECIFIED SETTING
 DU2251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2251+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU2251
 DU2251  HISTORY     - Date     Condition        Report By
 DU2251  HISTORY     - 1986     MONUMENTED       AZDT
 DU2251  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 DU2251  HISTORY     - 20080914 GOOD             GEOCAC
 DU2251
 DU2251                          STATION DESCRIPTION
 DU2251
 DU2251'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2251'THE STATION IS LOCATED ABOUT 4.05 KM (2.5 MI) NORTHWEST OF THE CITY
 DU2251'OF MESA, AND 8.9 KM (5.5 MI) SOUTHEAST OF SCOTTSDALE, ARIZONA.
 DU2251'
 DU2251'TO REACH THE STATION FROM THE INTERSECTION OF UNIVERSITY DRIVE AND
 DU2251'DOBSON ROAD, GO NORTH ON DOBSON ROAD FOR 0.89 KM (0.55 MI) TO THE
 DU2251'INTERSECTION OF DOBSON ROAD AND 8TH STREET AND TO THE STATION IN
 DU2251'THE INTERSECTION.
 DU2251'
 DU2251'THE STATION IS A STANDARD CITY OF MESA BRASS CAP
 DU2251'UNSTAMPED---,
 DU2251'SET IN A 20 CM DIAMETER HAND HOLE RECESSED 20 CM BELOW THE SURFACE
 DU2251'OF THE ROAD.  LOCATED
 DU2251'20.7 METERS (68 FT) NORTHEAST OF THE NORTHEAST CORNER OF AN
 DU2251'IRRIGATION DISTRIBUTION BOX,
 DU2251'4.8 METERS (16 FT) NORTH OF THE CENTERLINE OF WEST 8TH STREET,
 DU2251'3.14 METERS (10.3 FT) NORTH-NORTHEAST OF THE CENTER OF A SEWER
 DU2251'MANHOLE COVER,
 DU2251'17.22 METERS (56.5 FT) WEST-SOUTHWEST OF THE CENTER OF AN IRRIGATION
 DU2251'DITCH.
 DU2251
 DU2251                          STATION RECOVERY (2004)
 DU2251
 DU2251'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU2251'THIS IS A PARK. HOWEVER, USING THE GPS, AT THE END OF THE PARK, THE
 DU2251'GPS SHOWED ME 100 YDS TO GO. THIS WOULD BE THE US 60 FREEWAY NOW. AS
 DU2251'WELL AS THIS PARK IS NOW FENCED BEFORE THE FREEWAY.
 DU2251
 DU2251                          STATION RECOVERY (2008)
 DU2251
 DU2251'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2388 ***********************************************************************
 CZ2388  DESIGNATION -  PARK
 CZ2388  PID         -  CZ2388
 CZ2388  STATE/COUNTY-  AZ/PIMA
 CZ2388  USGS QUAD   -  JAYNES (1992)
 CZ2388
 CZ2388                         *CURRENT SURVEY CONTROL
 CZ2388  ___________________________________________________________________
 CZ2388* NAD 83(2007)-  32 22 25.84462(N)    111 02 01.73951(W)     ADJUSTED  
 CZ2388* NAVD 88     -       745.5    (meters)    2446.     (feet)  VERTCON   
 CZ2388  ___________________________________________________________________
 CZ2388  EPOCH DATE  -        2007.00
 CZ2388  X           -  -1,935,499.036 (meters)                     COMP
 CZ2388  Y           -  -5,033,266.129 (meters)                     COMP
 CZ2388  Z           -   3,395,899.597 (meters)                     COMP
 CZ2388  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CZ2388  ELLIP HEIGHT-         716.386 (meters)          (02/10/07) ADJUSTED
 CZ2388  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CZ2388
 CZ2388  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2388  Type    PID    Designation                      North   East  Ellip
 CZ2388  -------------------------------------------------------------------
 CZ2388  NETWORK CZ2388 PARK                              0.51   0.78   2.35
 CZ2388  -------------------------------------------------------------------
 CZ2388
 CZ2388.The horizontal coordinates were established by GPS observations
 CZ2388.and adjusted by the National Geodetic Survey in February 2007.
 CZ2388
 CZ2388.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2388.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2388.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2388.The epoch date for horizontal control is a decimal equivalence
 CZ2388.of Year/Month/Day.
 CZ2388
 CZ2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2388
 CZ2388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2388
 CZ2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2388
 CZ2388.The ellipsoidal height was determined by GPS observations
 CZ2388.and is referenced to NAD 83.
 CZ2388
 CZ2388.The geoid height was determined by GEOID03.
 CZ2388
 CZ2388;                    North         East     Units Scale Factor Converg.
 CZ2388;SPC AZ C     -   152,661.386   296,436.123   MT  0.99998508   +0 28 21.9
 CZ2388;SPC AZ C     -   500,857.57    972,559.46   iFT  0.99998508   +0 28 21.9
 CZ2388;UTM  12      - 3,581,875.399   496,818.876   MT  0.99960012   -0 01 05.2
 CZ2388
 CZ2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2388!SPC AZ C     -   0.99988753  x   0.99998508  =   0.99987261
 CZ2388!UTM  12      -   0.99988753  x   0.99960012  =   0.99948770
 CZ2388
 CZ2388                          SUPERSEDED SURVEY CONTROL
 CZ2388
 CZ2388  ELLIP H (06/11/02)  716.409  (m)                       GP(       ) 4 2
 CZ2388  NAD 83(1992)-  32 22 25.84302(N)    111 02 01.73776(W) AD(       ) 1
 CZ2388  ELLIP H (08/23/93)  716.483  (m)                       GP(       ) 4 2
 CZ2388  NAD 83(1986)-  32 22 25.83817(N)    111 02 01.73743(W) AD(       ) 1
 CZ2388  NGVD 29 (05/25/90)  744.8    (m)         2444.     (f) GPS OBS     3  
 CZ2388
 CZ2388.Superseded values are not recommended for survey control.
 CZ2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2388.See file dsdata.txt to determine how the superseded data were derived.
 CZ2388
 CZ2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9681981875(NAD 83)
 CZ2388_MARKER: DV = VERTICAL CONTROL DISK
 CZ2388_SETTING: 0 = UNSPECIFIED SETTING
 CZ2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2388+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2388
 CZ2388  HISTORY     - Date     Condition        Report By
 CZ2388  HISTORY     - 1987     MONUMENTED       NGS
 CZ2388
 CZ2388                          STATION DESCRIPTION
 CZ2388
 CZ2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2388'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 CZ2388'NORTH-NORTHWEST OF SOUTH TUCSON,
 CZ2388'5.6 KM (3.5 MI) NORTHEAST OF INTERSTATE HIGHWAY 10 AND IN THE TOP
 CZ2388'OF THE RETAINER FOOTING OF A CONCRETE DRAINAGE CANAL.
 CZ2388'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2388'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2388'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2388'602-629-6223.
 CZ2388'
 CZ2388'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2388'CORTARO ROAD WHICH IS ABOUT 20.9 KM (13 MI) NORTHWEST OF SOUTH
 CZ2388'TUCSON, GO EAST FOR 4.2 KM (2.6 MI) ON CORTARO ROAD TO A PAVED
 CZ2388'CROSSROAD AT A TRAFFIC SIGNAL.
 CZ2388'TURN LEFT AND GO NORTH FOR 1.7 KM (1.05 MI) ON THORNYDALE RD TO A
 CZ2388'PAVED CROSSROAD, OVERTON RD.
 CZ2388'TURN RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON OVERTON RD TO THE
 CZ2388'STATION ON THE LEFT, AT A CONCRETE LINED DRAINAGE CANAL, ABOUT 100
 CZ2388'METERS (328 FT) WEST OF THE ENTRANCE TO THE NORTHPOINT RIDGE
 CZ2388'SUBDIVISION.
 CZ2388'
 CZ2388'THE STATION IS A STANDARD NGS DISK
 CZ2388'STAMPED---PARK 1987---,
 CZ2388'SET INTO A DRILL HOLE IN THE TOP OF THE RETAINER FOOTING AT THE
 CZ2388'SOUTHWEST END OF A CONCRETE DRAINAGE CANAL.  LOCATED
 CZ2388'31.39 METERS (103.0 FT) NORTH FROM THE APPROXIMATE CENTER OF
 CZ2388'OVERTON RD,
 CZ2388'24.23 METERS (79.5 FT) NORTH-NORTHWEST FROM A UTILITY POLE,
 CZ2388'15.54 METERS (51.0 FT) NORTHWEST FROM THE SOUTHEAST END OF THE
 CZ2388'RETAINER FOOTING AND
 CZ2388'2.26 METERS (7.4 FT) SOUTHEAST FROM THE NORTHWEST END OF THE
 CZ2388'RETAINER FOOTING.
 CZ2388'
 CZ2388'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2388'
 CZ2388'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2388'
 CZ2388'DESCRIBED BY D.F. CALLAHAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0980 ***********************************************************************
 EU0980  DESIGNATION -  PARKER
 EU0980  PID         -  EU0980
 EU0980  STATE/COUNTY-  AZ/LA PAZ
 EU0980  USGS QUAD   -  PARKER (1975)
 EU0980
 EU0980                         *CURRENT SURVEY CONTROL
 EU0980  ___________________________________________________________________
 EU0980* NAD 83(1992)-  34 09 20.77436(N)    114 17 03.28509(W)     ADJUSTED  
 EU0980* NAVD 88     -       132.4    (meters)     434.     (feet)  VERTCON   
 EU0980  ___________________________________________________________________
 EU0980  EPOCH DATE  -        1991.35
 EU0980  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 EU0980  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 EU0980  HORZ ORDER  -  FIRST
 EU0980
 EU0980.The horizontal coordinates were established by classical geodetic methods
 EU0980.and adjusted by the National Geodetic Survey in June 1996.
 EU0980.The horizontal coordinates are valid at the epoch date displayed above.
 EU0980.The epoch date for horizontal control is a decimal equivalence
 EU0980.of Year/Month/Day.
 EU0980
 EU0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0980
 EU0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0980
 EU0980.The geoid height was determined by GEOID03.
 EU0980
 EU0980;                    North         East     Units Scale Factor Converg.
 EU0980;SPC AZ W     -   350,071.410   164,097.103   MT  0.99996324   -0 17 59.8
 EU0980;SPC AZ W     - 1,148,528.25    538,376.32   iFT  0.99996324   -0 17 59.8
 EU0980;SPC CA 5     -   579,074.136 2,342,564.930   MT  0.99997572   +2 07 04.9
 EU0980;SPC CA 5     - 1,899,845.73  7,685,565.11   sFT  0.99997572   +2 07 04.9
 EU0980;UTM  11      - 3,782,760.636   750,370.218   MT  1.00037278   +1 31 31.9
 EU0980
 EU0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0980!SPC AZ W     -   0.99998413  x   0.99996324  =   0.99994737
 EU0980!SPC CA 5     -   0.99998413  x   0.99997572  =   0.99995985
 EU0980!UTM  11      -   0.99998413  x   1.00037278  =   1.00035690
 EU0980
 EU0980|---------------------------------------------------------------------|
 EU0980| PID    Reference Object                     Distance      Geod. Az  |
 EU0980|                                                           dddmmss.s |
 EU0980| CC6204 PARKER RM 1                          25.022 METERS 06307     |
 EU0980| CC6205 PARKER RM 2                          28.748 METERS 13150     |
 EU0980| EU0979 PARKER CITY WATER TANK              APPROX. 1.0 KM 2141403.7 |
 EU0980|---------------------------------------------------------------------|
 EU0980
 EU0980                          SUPERSEDED SURVEY CONTROL
 EU0980
 EU0980  NAD 83(1992)-  34 09 20.77423(N)    114 17 03.28517(W) AD(       ) 1
 EU0980  NAD 83(1986)-  34 09 20.77501(N)    114 17 03.29087(W) AD(       ) 1
 EU0980  NAD 27      -  34 09 20.71739(N)    114 17 00.47018(W) AD(       ) 1
 EU0980  NGVD 29 (07/19/86)  131.8    (m)          432.     (f) VERT ANG    3  
 EU0980
 EU0980.Superseded values are not recommended for survey control.
 EU0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0980.See file dsdata.txt to determine how the superseded data were derived.
 EU0980
 EU0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5037082761(NAD 83)
 EU0980_MARKER: DD = SURVEY DISK
 EU0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0980+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 EU0980
 EU0980  HISTORY     - Date     Condition        Report By
 EU0980  HISTORY     - 1932     MONUMENTED       MWDSC
 EU0980  HISTORY     - 1948     GOOD             CGS
 EU0980  HISTORY     - 1960     GOOD             AMS
 EU0980  HISTORY     - 1964     GOOD             CGS
 EU0980  HISTORY     - 1966     GOOD             CGS
 EU0980  HISTORY     - 1966     GOOD             CGS
 EU0980  HISTORY     - 1971     GOOD             NGS
 EU0980  HISTORY     - 20060219 GOOD             USPSQD
 EU0980
 EU0980                          STATION DESCRIPTION
 EU0980
 EU0980'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1932 (NBS)
 EU0980'PARKER, 0.75 MILES N.W. OF, ABOUT 200 FEET EAST OF RIVER ROAD.
 EU0980'APPROXIMATE ELEVATION = 430 FEET.  STANDARD DISK SET IN CONCRETE
 EU0980'POST AND 9-FOOT TRIPOD.  SUBSURFACE MARK.
 EU0980'
 EU0980'REFERENCE MARKS ARE SET IN CONCRETE POSTS.
 EU0980
 EU0980                          STATION RECOVERY (1948)
 EU0980
 EU0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0980'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EU0980'CONDITION.
 EU0980'
 EU0980'LOCATED 3/4 MILE NORTHWEST OF PARKER AND ABOUT 200 FEET EAST OF
 EU0980'THE RIVER ROAD.  MARKED BY METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0980'CALIFORNIA BRONZE DISK SET IN CONCRETE POST, WITH BRONZE DISK
 EU0980'SUBSURFACE MARK IN CONCRETE.  REFERENCE MARKS ARE BRONZE PINS.
 EU0980'NO. 1 IS 82.09 FEET FROM STATION, N 63 DEG 07 MIN E.
 EU0980'NO. 2 IS 94.35 FEET FROM STATION, S 48 DEG 10 MIN E.
 EU0980'
 EU0980'REACHED FROM THE FIRST CROSSROAD NORTH OF THE RAILROAD STATION
 EU0980'IN PARKER BY GOING EAST ON GRAVEL ROAD 0.15 MILE TO CROSSROAD.
 EU0980'TURN LEFT, NORTH, AND GO 0.1 MILE TO CROSSROAD.  TURN RIGHT EAST
 EU0980'AND GO ABOUT 0.25 MILE TO WEST EDGE OF RODEO CORRAL.  TURN LEFT,
 EU0980'NORTH, AND GO ALONG WEST EDGE OF CORRAL FOR ABOUT 0.2 MILE TO
 EU0980'HIGH GROUND ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST END OF
 EU0980'CORRAL, AND STATION AS DESCRIBED ABOVE.
 EU0980
 EU0980                          STATION RECOVERY (1960)
 EU0980
 EU0980'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 EU0980'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 EU0980'DESCRIBED.
 EU0980
 EU0980                          STATION RECOVERY (1964)
 EU0980
 EU0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0980'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED,
 EU0980'UNDISTURBED AND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 EU0980'
 EU0980'THE STATION IS LOCATED AT THE NORTH EDGE OF THE CITY LIMITS OF
 EU0980'PARKER.
 EU0980'
 EU0980'TO REACH THE STATION FROM THE POST OFFICE IN PARKER, GO NORTHWEST
 EU0980'50 YARDS ON JOSHUA AVENUE TO ARIZONA AVENUE.  TURN RIGHT AND GO
 EU0980'NORTHEAST 0.1 MILE TO CALIFORNIA AVENUE.  TURN LEFT AND GO
 EU0980'NORTHWEST ON CALIFORNIA AVENUE (STATE HIGHWAY 95) FOR 0.2 MILE
 EU0980'TO RIVERSIDE DRIVE.  TURN RIGHT AND GO NORTHEAST ON RIVERSIDE
 EU0980'DRIVE 0.4 MILE TO A GRAVEL CROSS STREET AND THE RODEO GROUNDS
 EU0980'ON THE NORTH CORNER.  TURN LEFT AND GO NORTHWEST ON GRAVEL ROAD
 EU0980'0.2 MILE TO THE WEST CORNER OF THE RODEO GROUNDS FENCE.
 EU0980'CONTINUE NORTH-NORTHWEST 200 FEET TO THE SUMMIT OF A LOW
 EU0980'KNOLL AND THE STATION.
 EU0980'
 EU0980'THE STATION MARK IS A BRONZE DISK OF THE METROPOLITAN WATER
 EU0980'DISTRICT OF SOUTHERN CALIFORNIA STAMPED PARKER 1932 CEMENTED IN
 EU0980'THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK PROJECTING 4 INCHES
 EU0980'ABOVE GROUND.  IT IS 231 FEET NORTH-NORTHWEST OF THE WEST CORNER
 EU0980'POST OF THE RODEO CORRAL, 117 FEET SOUTHWEST OF A CHAIN-LINK
 EU0980'FENCE, AND 2.7 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 EU0980'
 EU0980'REFERENCE MARK NUMBER ONE IS A 1/2-INCH DIAMETER COPPER BOLT
 EU0980'CEMENTED IN A ROUND MASS OF CONCRETE 12 INCHES IN DIAMETER
 EU0980'PROJECTING 2 INCHES ABOVE GROUND.  THE BOLT HAS A CENTER PUNCH MARK
 EU0980'BUT THERE IS NO OTHER IDENTIFICATION.  IT IS 34.8 FEET SOUTHWEST
 EU0980'OF THE CHAIN-LINK FENCE, AND 18 INCHES LOWER THAN STATION
 EU0980'ELEVATION.
 EU0980'
 EU0980'REFERENCE MARK NUMBER TWO IS A 1/2-INCH DIAMETER COPPER BOLT
 EU0980'CEMENTED IN THE TOP OF A MASS OF CONCRETE 12 INCHES IN DIAMETER
 EU0980'PROJECTING 3 INCHES ABOVE GROUND.  THE BOLT HAS A CENTER PUNCH
 EU0980'MARK BUT THERE IS NO OTHER IDENTIFICATION.  IT IS 160 FEET NORTH
 EU0980'OF THE WEST CORNER POST OF THE RODEO CORRAL FENCE.
 EU0980
 EU0980                          STATION RECOVERY (1966)
 EU0980
 EU0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 EU0980'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 EU0980'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 EU0980'DESCRIPTION TO REACH THE STATION FOLLOWS.
 EU0980'
 EU0980'TO REACH THE STATION FROM THE JUNCTION OF CALIFORNIA AVENUE
 EU0980'AND RIVER ROAD IN PARKER, GO EAST ON RIVER ROAD AND STATE
 EU0980'HIGHWAY 95 FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH,
 EU0980'ON THE WEST SIDE OF THE RODEO GROUNDS, ON A PAVED ROAD FOR
 EU0980'0.2 MILE TO THE STATION.
 EU0980'
 EU0980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 EU0980'NORTHEAST EDGE OF PARKER AND 0.2 MILE NORTHWEST OF THE RODEO
 EU0980'GROUNDS.
 EU0980
 EU0980                          STATION RECOVERY (1966)
 EU0980
 EU0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PAW)
 EU0980'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EU0980'GOOD CONDITION AND AS DESCRIBED IN 1948 AND 1964.  DISTANCES AND
 EU0980'DIRECTIONS TO THE REFERENCE MARKS WERE FOUND TO CHECK ADEQUATELY.
 EU0980'THE 1964 ROUTE TO THE STATION WAS USED AND FOUND TO BE ENTIRELY
 EU0980'ADEQUATE.
 EU0980
 EU0980                          STATION RECOVERY (1971)
 EU0980
 EU0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 EU0980'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EU0980'FOUND IN GOOD CONDITION, AS DESCRIBED IN 1964.  THE 1964 ROUTE TO
 EU0980'REACH THE STATION IS ADEQUATE.  DISTANCES AND DIRECTIONS TO THE
 EU0980'REFERENCE MARKS COMPARED WITH 1964 OBSERVATIONS, HOWEVER, THE
 EU0980'DIRECTION TO THE PARKER MUNICIPAL AIRPORT BEACON MISSED BY
 EU0980'APPROXIMATELY 3 DEGREES.
 EU0980'
 EU0980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EU0980'IN NORTHEAST SECTION OF PARKER.
 EU0980
 EU0980                          STATION RECOVERY (2006)
 EU0980
 EU0980'RECOVERY NOTE BY US POWER SQUADRON 2006
 EU0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0678 ***********************************************************************
 FP0678  DESIGNATION -  PARKER
 FP0678  PID         -  FP0678
 FP0678  STATE/COUNTY-  AZ/APACHE
 FP0678  USGS QUAD   -  BEACON WELL (1972)
 FP0678
 FP0678                         *CURRENT SURVEY CONTROL
 FP0678  ___________________________________________________________________
 FP0678* NAD 83(1992)-  35 04 54.16085(N)    109 18 18.13844(W)     ADJUSTED  
 FP0678* NAVD 88     -      1891.08   (+/-2cm)    6204.3    (feet)  VERTCON   
 FP0678  ___________________________________________________________________
 FP0678  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 FP0678  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FP0678  HORZ ORDER  -  SECOND
 FP0678  VERT ORDER  -  THIRD ? (See Below)
 FP0678
 FP0678.The horizontal coordinates were established by classical geodetic methods
 FP0678.and adjusted by the National Geodetic Survey in August 1993.
 FP0678
 FP0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0678.The vertical order pertains to the NGVD 29 superseded value.
 FP0678
 FP0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0678
 FP0678.The geoid height was determined by GEOID03.
 FP0678
 FP0678;                    North         East     Units Scale Factor Converg.
 FP0678;SPC AZ E     -   452,978.042   291,931.346   MT  0.99997606   +0 29 42.9
 FP0678;SPC AZ E     - 1,486,148.43    957,780.01   iFT  0.99997606   +0 29 42.9
 FP0678;UTM  12      - 3,883,418.455   654,521.847   MT  0.99989427   +0 58 27.7
 FP0678
 FP0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0678!SPC AZ E     -   0.99970685  x   0.99997606  =   0.99968292
 FP0678!UTM  12      -   0.99970685  x   0.99989427  =   0.99960115
 FP0678
 FP0678|---------------------------------------------------------------------|
 FP0678| PID    Reference Object                     Distance      Geod. Az  |
 FP0678|                                                           dddmmss.s |
 FP0678| CS5184 PARKER RM 1                           9.946 METERS 12854     |
 FP0678| CS5185 PARKER RM 2                          10.408 METERS 30917     |
 FP0678|---------------------------------------------------------------------|
 FP0678
 FP0678                          SUPERSEDED SURVEY CONTROL
 FP0678
 FP0678  NAD 83(1986)-  35 04 54.15308(N)    109 18 18.14034(W) AD(       ) 2
 FP0678  NGVD 29 (01/29/91) 1890.11   (m)         6201.1    (f) LEVELING    3  
 FP0678
 FP0678.Superseded values are not recommended for survey control.
 FP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0678.See file dsdata.txt to determine how the superseded data were derived.
 FP0678
 FP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5452283418(NAD 83)
 FP0678_MARKER: DS = TRIANGULATION STATION DISK
 FP0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0678+STABILITY: SURFACE MOTION
 FP0678
 FP0678  HISTORY     - Date     Condition        Report By
 FP0678  HISTORY     - 1982     MONUMENTED       AZDT
 FP0678
 FP0678                          STATION DESCRIPTION
 FP0678
 FP0678'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0678'THE STATION IS LOCATED 10 MILES SOUTHEAST OF SANDERS ALONG US HIGHWAY
 FP0678'666.
 FP0678'
 FP0678'THE STATION MARK IS AN AZDT DISK STAMPED---PARKER 1982---SET IN TOP OF
 FP0678'A 10 INCH CONCRETE MONUMENT 72 FEET WEST OF THE CENTER LINE OF THE
 FP0678'HIGHWAY AND 4 FEET EAST OF THE WITNESS POST.
 FP0678'
 FP0678'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PARKER RM 1 1982---SET IN
 FP0678'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0678'
 FP0678'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PARKER RM 2 1982---SET IN
 FP0678'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0678'
 FP0678'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH FOR
 FP0678'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.  TRAVEL SOUTH
 FP0678'ALONG US 666 FOR 10.2 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0987 ***********************************************************************
 EU0987  DESIGNATION -  PARKER BIA WATER TANK
 EU0987  PID         -  EU0987
 EU0987  STATE/COUNTY-  AZ/LA PAZ
 EU0987  USGS QUAD   -  PARKER SW (1975)
 EU0987
 EU0987                         *CURRENT SURVEY CONTROL
 EU0987  ___________________________________________________________________
 EU0987* NAD 83(1992)-  34 04 12.16524(N)    114 23 27.21210(W)     ADJUSTED  
 EU0987* NAVD 88     -              **(meters)            **(feet)            
 EU0987  ___________________________________________________________________
 EU0987  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 EU0987  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EU0987  HORZ ORDER  -  THIRD
 EU0987
 EU0987.The horizontal coordinates were established by classical geodetic methods
 EU0987.and adjusted by the National Geodetic Survey in August 1993.
 EU0987
 EU0987
 EU0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0987
 EU0987.The geoid height was determined by GEOID03.
 EU0987
 EU0987;                    North         East     Units Scale Factor Converg.
 EU0987;SPC AZ W     -   340,619.475   154,203.431   MT  0.99997646   -0 21 32.6
 EU0987;SPC AZ W     - 1,117,517.96    505,916.77   iFT  0.99997646   -0 21 32.6
 EU0987;SPC CA 5     -   569,213.209 2,333,078.558   MT  0.99999225   +2 03 26.0
 EU0987;SPC CA 5     - 1,867,493.67  7,654,441.90   sFT  0.99999225   +2 03 26.0
 EU0987;SPC CA 6     -   712,628.756 2,171,609.342   MT  1.00003653   +1 01 17.8
 EU0987;SPC CA 6     - 2,338,016.18  7,124,688.32   sFT  1.00003653   +1 01 17.8
 EU0987;UTM  11      - 3,772,995.024   740,778.727   MT  1.00031471   +1 27 44.4
 EU0987
 EU0987                          SUPERSEDED SURVEY CONTROL
 EU0987
 EU0987  NAD 83(1986)-  34 04 12.16561(N)    114 23 27.21539(W) AD(       ) 4
 EU0987  NAD 27      -  34 04 12.10500(N)    114 23 24.38800(W) AD(       ) 3
 EU0987
 EU0987.Superseded values are not recommended for survey control.
 EU0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0987.See file dsdata.txt to determine how the superseded data were derived.
 EU0987
 EU0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4077972995(NAD 83)
 EU0987_MARKER: 53 = ELEVATED TANK
 EU0987
 EU0987  HISTORY     - Date     Condition        Report By
 EU0987  HISTORY     - 1951     FIRST OBSERVED   CGS
 EU0987  HISTORY     - 1964     GOOD             CGS
 EU0987
 EU0987                          STATION DESCRIPTION
 EU0987
 EU0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WMR)
 EU0987'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 EU0987'APPEARS TO BE IN ERROR.  ACCORDING TO LOCAL INFORMATION, THERE
 EU0987'HAS NEVER BEEN AN ELEVATED TANK IN VIDAL.  THE GP OF THE TANK
 EU0987'PLACES IT IN YUMA COUNTY, ARIZONA, ABOUT 10 MILES EAST OF VIDAL.
 EU0987'THE TANK GP WAS PLOTTED ON THE PARKER QUADRANGLE AND RECOVERED
 EU0987'FROM THE PLOTTED POSITION, REVISED DESCRIPTION FOLLOWS.  LOCATED
 EU0987'ABOUT 9 MILES SOUTHWEST OF PARKER, ARIZONA, ON THE COLORADO
 EU0987'RIVER INDIAN RESERVATION, AT THE U.S. DEPT. OF INTERIOR, BUREAU
 EU0987'OF INDIAN AFFAIRS, BRANCH OF LAND OPERATIONS FIELD OFFICE.
 EU0987'THE TANK IS ABOUT 240 FEET WEST OF MOHAVE ROAD AND 150 FEET
 EU0987'SOUTH OF THE SOUTH END OF THE EAST WING OF THE SCHOOL.  THE
 EU0987'TANK IS PAINTED SILVER AND IS ABOUT 130 FEET HIGH.  TO REACH
 EU0987'FROM THE INTERSECTION OF CALIFORNIA AVENUE AND RIVERSIDE
 EU0987'DRIVE IN PARKER GO SOUTHEAST ON STATE ROUTE 95 1.0
 EU0987'MILES TO A PAVED ROAD SOUTHWEST, TURN RIGHT AND FOLLOW PAVED
 EU0987'ROAD SOUTH AND WEST 8.9 MILES TO THE STATION ON THE
 EU0987'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0979 ***********************************************************************
 EU0979  DESIGNATION -  PARKER CITY WATER TANK
 EU0979  PID         -  EU0979
 EU0979  STATE/COUNTY-  AZ/LA PAZ
 EU0979  USGS QUAD   -  PARKER (1975)
 EU0979
 EU0979                         *CURRENT SURVEY CONTROL
 EU0979  ___________________________________________________________________
 EU0979* NAD 83(1992)-  34 08 54.55316(N)    114 17 24.74580(W)     ADJUSTED  
 EU0979* NAVD 88     -              **(meters)            **(feet)            
 EU0979  ___________________________________________________________________
 EU0979  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 EU0979  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EU0979  HORZ ORDER  -  THIRD
 EU0979
 EU0979.The horizontal coordinates were established by classical geodetic methods
 EU0979.and adjusted by the National Geodetic Survey in August 1993.
 EU0979
 EU0979
 EU0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0979
 EU0979.The geoid height was determined by GEOID03.
 EU0979
 EU0979;                    North         East     Units Scale Factor Converg.
 EU0979;SPC AZ W     -   349,266.403   163,543.128   MT  0.99996391   -0 18 11.7
 EU0979;SPC AZ W     - 1,145,887.15    536,558.82   iFT  0.99996391   -0 18 11.7
 EU0979;SPC CA 6     -   721,498.846 2,180,738.707   MT  1.00005505   +1 04 37.0
 EU0979;SPC CA 6     - 2,367,117.46  7,154,640.24   sFT  1.00005505   +1 04 37.0
 EU0979;UTM  11      - 3,781,938.057   749,841.949   MT  1.00036953   +1 31 18.8
 EU0979
 EU0979                          SUPERSEDED SURVEY CONTROL
 EU0979
 EU0979  NAD 83(1986)-  34 08 54.55380(N)    114 17 24.75137(W) AD(       ) 4
 EU0979  NAD 27      -  34 08 54.49000(N)    114 17 21.93000(W) AD(       ) 3
 EU0979
 EU0979.Superseded values are not recommended for survey control.
 EU0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0979.See file dsdata.txt to determine how the superseded data were derived.
 EU0979
 EU0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4984281938(NAD 83)
 EU0979_MARKER: 53 = ELEVATED TANK
 EU0979
 EU0979  HISTORY     - Date     Condition        Report By
 EU0979  HISTORY     - 1949     FIRST OBSERVED   CGS
 EU0979  HISTORY     - 1964     GOOD             CGS
 EU0979  HISTORY     - 20060219 MARK NOT FOUND   USPSQD
 EU0979
 EU0979                          STATION DESCRIPTION
 EU0979
 EU0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 EU0979'STATION IS THE TOP AND CENTER OF THE PARKER CITY WATER TANK
 EU0979'LOCATED IN THE SOUTH CENTRAL PART OF PARKER.  THE TANK IS
 EU0979'CONSTRUCTED OF STEEL, SET ON STRUCTURAL STEEL LEGS, AND PAINTED
 EU0979'ALUMINUM.
 EU0979
 EU0979                          STATION RECOVERY (1964)
 EU0979
 EU0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WMR)
 EU0979'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 EU0979'IS ADEQUATE WITH THE FOLLOWING ADDITION.
 EU0979'
 EU0979'(1) THE TANK IS LOCATED AT THE INTERSECTION OF JOSHUA AVENUE
 EU0979'AND ELEVENTH STREET.
 EU0979
 EU0979                          STATION RECOVERY (2006)
 EU0979
 EU0979'RECOVERY NOTE BY US POWER SQUADRON 2006
 EU0979'TANK HAS BEEN REMOVED, CONCRETE LEG FOUNDATIONS STILL PRESENT
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0836 ***********************************************************************
 EU0836  DESIGNATION -  PARKER DAM RM 1
 EU0836  PID         -  EU0836
 EU0836  STATE/COUNTY-  AZ/LA PAZ
 EU0836  USGS QUAD   -  GENE WASH (1975)
 EU0836
 EU0836                         *CURRENT SURVEY CONTROL
 EU0836  ___________________________________________________________________
 EU0836* NAD 83(1986)-  34 17 47.     (N)    114 08 21.     (W)     SCALED    
 EU0836* NAVD 88     -       139.85   (+/-2cm)     458.8    (feet)  VERTCON   
 EU0836  ___________________________________________________________________
 EU0836  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0836  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0836
 EU0836.The horizontal coordinates were scaled from a topographic map and have
 EU0836.an estimated accuracy of +/- 6 seconds.
 EU0836
 EU0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0836.The vertical order pertains to the NGVD 29 superseded value.
 EU0836
 EU0836.The geoid height was determined by GEOID03.
 EU0836
 EU0836;                    North         East    Units  Estimated Accuracy
 EU0836;SPC AZ W     -   365,610.      177,540.      MT  (+/- 180 meters Scaled)
 EU0836
 EU0836                          SUPERSEDED SURVEY CONTROL
 EU0836
 EU0836  NGVD 29 (08/15/05)  139.230  (m)          456.79   (f) ADJUSTED    1 1
 EU0836
 EU0836.Superseded values are not recommended for survey control.
 EU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0836.See file dsdata.txt to determine how the superseded data were derived.
 EU0836
 EU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT633987(NAD 83)
 EU0836_MARKER: DR = REFERENCE MARK DISK
 EU0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0836_SP_SET: CONCRETE DAM
 EU0836_STAMPING: PARKER DAM NO 1 1964
 EU0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0836
 EU0836  HISTORY     - Date     Condition        Report By
 EU0836  HISTORY     - 1964     MONUMENTED       CGS
 EU0836  HISTORY     - 1976     GOOD             NGS
 EU0836
 EU0836                          STATION DESCRIPTION
 EU0836
 EU0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0836'IN PARKER DAM.
 EU0836'IN THE TOP AND CENTER OF PARKER DAM, ON THE SOUTH SIDE OF DAM, IN A
 EU0836'CONCRETE PLATFORM 26.5 FT. SOUTHEAST OF AND ACROSS THE ROAD FROM THE
 EU0836'STATION, 12 FT. SOUTH OF THE CENTER LINE OF THE ROAD.
 EU0836'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0835 ***********************************************************************
 EU0835  DESIGNATION -  PARKER DAM RM 2
 EU0835  PID         -  EU0835
 EU0835  STATE/COUNTY-  AZ/LA PAZ
 EU0835  USGS QUAD   -  GENE WASH (1975)
 EU0835
 EU0835                         *CURRENT SURVEY CONTROL
 EU0835  ___________________________________________________________________
 EU0835* NAD 83(1986)-  34 17 47.     (N)    114 08 21.     (W)     SCALED    
 EU0835* NAVD 88     -       139.83   (+/-2cm)     458.8    (feet)  VERTCON   
 EU0835  ___________________________________________________________________
 EU0835  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0835  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0835
 EU0835.The horizontal coordinates were scaled from a topographic map and have
 EU0835.an estimated accuracy of +/- 6 seconds.
 EU0835
 EU0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0835.The vertical order pertains to the NGVD 29 superseded value.
 EU0835
 EU0835.The geoid height was determined by GEOID03.
 EU0835
 EU0835;                    North         East    Units  Estimated Accuracy
 EU0835;SPC AZ W     -   365,610.      177,540.      MT  (+/- 180 meters Scaled)
 EU0835
 EU0835                          SUPERSEDED SURVEY CONTROL
 EU0835
 EU0835  NGVD 29 (08/15/05)  139.218  (m)          456.75   (f) ADJUSTED    1 1
 EU0835
 EU0835.Superseded values are not recommended for survey control.
 EU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0835.See file dsdata.txt to determine how the superseded data were derived.
 EU0835
 EU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT633987(NAD 83)
 EU0835_MARKER: DR = REFERENCE MARK DISK
 EU0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0835_SP_SET: CONCRETE DAM
 EU0835_STAMPING: PARKER DAM NO 2
 EU0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0835
 EU0835  HISTORY     - Date     Condition        Report By
 EU0835  HISTORY     - 1964     MONUMENTED       CGS
 EU0835  HISTORY     - 1976     GOOD             NGS
 EU0835
 EU0835                          STATION DESCRIPTION
 EU0835
 EU0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0835'IN PARKER DAM.
 EU0835'IN THE CENTER AND TOP OF PARKER DAM, IN THE SIDEWALK ON THE NORTH SIDE
 EU0835'OF DAM, 20.3 FT. WEST OF STATION 12 FT. NORTH OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0969 ***********************************************************************
 EU0969  DESIGNATION -  PARKER INDIAN AGENCY WATER TK
 EU0969  PID         -  EU0969
 EU0969  STATE/COUNTY-  AZ/LA PAZ
 EU0969  USGS QUAD   -  PARKER (1975)
 EU0969
 EU0969                         *CURRENT SURVEY CONTROL
 EU0969  ___________________________________________________________________
 EU0969* NAD 83(1992)-  34 08 54.89716(N)    114 18 22.50956(W)     ADJUSTED  
 EU0969* NAVD 88     -              **(meters)            **(feet)            
 EU0969  ___________________________________________________________________
 EU0969  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EU0969  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EU0969  HORZ ORDER  -  THIRD
 EU0969
 EU0969.The horizontal coordinates were established by classical geodetic methods
 EU0969.and adjusted by the National Geodetic Survey in August 1993.
 EU0969
 EU0969
 EU0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0969
 EU0969.The geoid height was determined by GEOID03.
 EU0969
 EU0969;                    North         East     Units Scale Factor Converg.
 EU0969;SPC AZ W     -   349,284.950   162,063.484   MT  0.99996576   -0 18 44.1
 EU0969;SPC AZ W     - 1,145,948.00    531,704.34   iFT  0.99996576   -0 18 44.1
 EU0969;SPC CA 6     -   721,481.745 2,179,258.913   MT  1.00005508   +1 04 05.2
 EU0969;SPC CA 6     - 2,367,061.36  7,149,785.28   sFT  1.00005508   +1 04 05.2
 EU0969;UTM  11      - 3,781,909.457   748,361.874   MT  1.00036044   +1 30 46.4
 EU0969
 EU0969                          SUPERSEDED SURVEY CONTROL
 EU0969
 EU0969  NAD 83(1986)-  34 08 54.89835(N)    114 18 22.51435(W) AD(       ) 4
 EU0969  NAD 27      -  34 08 54.83900(N)    114 18 19.68900(W) AD(       ) 3
 EU0969
 EU0969.Superseded values are not recommended for survey control.
 EU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0969.See file dsdata.txt to determine how the superseded data were derived.
 EU0969
 EU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4836281909(NAD 83)
 EU0969_MARKER: 53 = ELEVATED TANK
 EU0969
 EU0969  HISTORY     - Date     Condition        Report By
 EU0969  HISTORY     - 1935     FIRST OBSERVED   CGS
 EU0969  HISTORY     - 1948     GOOD             CGS
 EU0969  HISTORY     - 1964     GOOD             CGS
 EU0969
 EU0969                          STATION DESCRIPTION
 EU0969
 EU0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0969'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
 EU0969'
 EU0969'STATION IS THE TOP AND CENTER OF THE LARGE STEEL WATER TANK
 EU0969'AT THE INDIAN AGENCY, LOCATED ABOUT 2 MILES WEST OF PARKER.
 EU0969'THE TANK SITS ON STRUCTURAL STEEL LEGS AND IS PAINTED ALUMINUM.
 EU0969
 EU0969                          STATION RECOVERY (1964)
 EU0969
 EU0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WMR)
 EU0969'STATION RECOVERED IN GOOD CONDITION.  THE 1948 DESCRIPTION
 EU0969'BY D.H.K. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0965 ***********************************************************************
 EU0965  DESIGNATION -  PARKER NE BASE
 EU0965  PID         -  EU0965
 EU0965  STATE/COUNTY-  AZ/LA PAZ
 EU0965  USGS QUAD   -  CROSS ROADS (1977)
 EU0965
 EU0965                         *CURRENT SURVEY CONTROL
 EU0965  ___________________________________________________________________
 EU0965* NAD 83(1992)-  34 09 48.63434(N)    114 14 30.84497(W)     ADJUSTED  
 EU0965* NAVD 88     -       160.5    (meters)     527.     (feet)  VERTCON   
 EU0965  ___________________________________________________________________
 EU0965  EPOCH DATE  -        1991.35
 EU0965  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 EU0965  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EU0965  HORZ ORDER  -  FIRST
 EU0965
 EU0965.The horizontal coordinates were established by classical geodetic methods
 EU0965.and adjusted by the National Geodetic Survey in June 1996.
 EU0965.The horizontal coordinates are valid at the epoch date displayed above.
 EU0965.The epoch date for horizontal control is a decimal equivalence
 EU0965.of Year/Month/Day.
 EU0965
 EU0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0965
 EU0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0965
 EU0965.The geoid height was determined by GEOID03.
 EU0965
 EU0965;                    North         East     Units Scale Factor Converg.
 EU0965;SPC AZ W     -   350,910.171   168,005.870   MT  0.99995868   -0 16 34.4
 EU0965;SPC AZ W     - 1,151,280.09    551,200.36   iFT  0.99995868   -0 16 34.4
 EU0965;SPC CA 5     -   580,077.086 2,346,434.880   MT  0.99997434   +2 08 31.8
 EU0965;SPC CA 5     - 1,903,136.24  7,698,261.77   sFT  0.99997434   +2 08 31.8
 EU0965;SPC CA 6     -   723,249.779 2,185,160.992   MT  1.00005882   +1 06 12.5
 EU0965;SPC CA 6     - 2,372,861.98  7,169,149.02   sFT  1.00005882   +1 06 12.5
 EU0965;UTM  11      - 3,783,723.909   754,251.923   MT  1.00039693   +1 32 58.8
 EU0965
 EU0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0965!SPC AZ W     -   0.99997971  x   0.99995868  =   0.99993839
 EU0965!SPC CA 5     -   0.99997971  x   0.99997434  =   0.99995405
 EU0965!SPC CA 6     -   0.99997971  x   1.00005882  =   1.00003853
 EU0965!UTM  11      -   0.99997971  x   1.00039693  =   1.00037663
 EU0965
 EU0965|---------------------------------------------------------------------|
 EU0965| PID    Reference Object                     Distance      Geod. Az  |
 EU0965|                                                           dddmmss.s |
 EU0965| CC6206 PARKER NE BASE RM 1                  27.778 METERS 03156     |
 EU0965| CC6207 PARKER NE BASE RM 2                  28.315 METERS 09406     |
 EU0965| EU0973 PARKER SW BASE                      APPROX. 5.0 KM 2133731.4 |
 EU0965| EU0987 PARKER BIA WATER TANK               APPROX.17.2 KM 2330101.2 |
 EU0965|---------------------------------------------------------------------|
 EU0965
 EU0965                          SUPERSEDED SURVEY CONTROL
 EU0965
 EU0965  NAD 83(1992)-  34 09 48.63399(N)    114 14 30.84441(W) AD(       ) 1
 EU0965  NAD 83(1986)-  34 09 48.63495(N)    114 14 30.85059(W) AD(       ) 1
 EU0965  NAD 27      -  34 09 48.57688(N)    114 14 28.03302(W) AD(       ) 1
 EU0965  NGVD 29 (07/19/86)  159.9    (m)          525.     (f) VERT ANG    3  
 EU0965
 EU0965.Superseded values are not recommended for survey control.
 EU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0965.See file dsdata.txt to determine how the superseded data were derived.
 EU0965
 EU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5425283724(NAD 83)
 EU0965_MARKER: DD = SURVEY DISK
 EU0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0965
 EU0965  HISTORY     - Date     Condition        Report By
 EU0965  HISTORY     - 1932     MONUMENTED       MWDSC
 EU0965  HISTORY     - 1964     GOOD             CGS
 EU0965  HISTORY     - 1972     GOOD             NGS
 EU0965
 EU0965                          STATION DESCRIPTION
 EU0965
 EU0965'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1932 (NBS)
 EU0965'PARKER, 3 MILES E.N.E. OF, ON SOUTH END OF LOW RIDGE.  APPROXIMATELY
 EU0965'ELEVATION = 520 FEET.  STANDARD DISK SET IN CONCRETE POST.
 EU0965'SUBSURFACE MARK.
 EU0965'
 EU0965'REFERENCE MARKS ARE SET IN CONCRETE POSTS.
 EU0965
 EU0965                          STATION RECOVERY (1964)
 EU0965
 EU0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0965'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EU0965'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND THE DIRECTION TO
 EU0965'REFERENCE MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2
 EU0965'CHECKED, BUT THERE WAS A DISCREPANCY FOUND IN THE DISTANCE.
 EU0965'THERE WAS NO LOCAL DISPLACEMENTS OF THE MARKS AT THE STATION.
 EU0965'
 EU0965'A NEW DESCRIPTION FOLLOWS.
 EU0965'
 EU0965'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF PARKER,
 EU0965'ABOUT 1 MILE SOUTHEAST OF THE COLORADO RIVER, ABOUT 0.5 MILE
 EU0965'SOUTHWEST OF OSBORNE WASH AND ON THE SOUTHERN END OF A LOW RIDGE.
 EU0965'
 EU0965'TO REACH FROM THE INTERSECTION OF CALIFORNIA AVENUE AND RIVERSIDE
 EU0965'DRIVE (STATE HIGHWAY 95) IN PARKER, GO NORTHEAST ON HIGHWAY 95
 EU0965'FOR 2.65 MILES TO A DIM SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 EU0965'ON A TRACK ROAD FOR 0.25 MILE TO TOP OF MESA.  CONTINUE SOUTHEAST
 EU0965'ON THE TRACK ROAD FOR 1.05 MILE TO THE STATION ON THE RIGHT.
 EU0965'
 EU0965'THE STATION MARK, A METROPOLIAN WATER DISTRICT OF SOUTHERN
 EU0965'CALIFORNIA STATION DISK STAMPED PARKER NORTHEAST BASE 1932, IS
 EU0965'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EU0965'3 INCHES ABOVE GROUND SURFACE.  IT IS 27 FEET SOUTH OF THE CENTER
 EU0965'OF A TRACK ROAD AND 6.6 FEET NORTHEAST OF A METAL WITNESS POST.
 EU0965'
 EU0965'REFERENCE MARK 1, A BRONZE PIN ABOUT 1/2 INCHES IN DIAMETER
 EU0965'WITH A DOT MARKING THE CENTER, SET IN THE TOP OF A 16-INCH
 EU0965'ROUND CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE
 EU0965'AND HAS NO STAMPING.  IT IS 96.4 FEET NORTH OF THE METAL WITNESS
 EU0965'POST AND 64 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 EU0965'
 EU0965'REFERENCE MARK 2, A BRONZE PIN ABOUT 1/2 INCHES IN DIAMETER WITH
 EU0965'A DOT MARKING THE CENTER, SET IN THE TOP OF A 16-INCH ROUND CONCRETE
 EU0965'POST THAT PROJECTS 3-INCHES ABOVE GROUND SURFACE AND HAS NO
 EU0965'STAMPING.  IT IS 99 FEET EAST OF THE METAL WITNESS POST.
 EU0965'
 EU0965'NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 EU0965
 EU0965                          STATION RECOVERY (1972)
 EU0965
 EU0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 EU0965'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EU0965'FOUND TO BE SOLID AND IN GOOD CONDITION.  THE DIRECTIONS TO THE
 EU0965'REFERENCE MARKS COMPARED FAVORABLY WITH BOTH THE 1932 AND THE 1964
 EU0965'OBSERVATIONS, WHILE THE DISTANCES COMPARED WITH THE OBSERVATIONS
 EU0965'MADE IN 1964.
 EU0965'
 EU0965'A COMPLETE NEW DESCRIPTION FOLLOWS BECAUSE THE 1964 TO REACH HAS
 EU0965'BEEN DESTROYED BY LOCAL UNDERGROUND HIGH PRESSURE GAS LINE
 EU0965'CONSTRUCTION.
 EU0965'
 EU0965'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF BLACK PEAK MOUNTAIN,
 EU0965'3 MILES EAST-NORTHEAST OF PARKER, 1 MILE SOUTHEAST OF THE COLORADO
 EU0965'RIVER, AND ON THE END OF A LOW RIDGE.
 EU0965'
 EU0965'TO REACH THE STATION FROM THE POST OFFICE IN PARKER, ARIZONA, AT
 EU0965'THE INTERSECTION OF 14TH STREET AND JOSHUA AVENUE, GO NORTHEAST
 EU0965'ON 14TH STREET ONE BLOCK TO CALIFORNIA AVENUE.  TURN RIGHT AND GO
 EU0965'SOUTHEAST ON CALIFORNIA AVENUE FOR 0.2 MILE TO 18TH STREET.
 EU0965'TURN LEFT AND GO FIRST NORTHEAST AND THEN EAST ON 18TH STREET
 EU0965'FOR 1.4 MILES TO THE END OF THE PAVEMENT.  CONTINUE STRAIGHT
 EU0965'AHEAD ON A SAND ROAD EASTERLY FOR 2.0 MILES TO WHERE THE
 EU0965'POWERLINE CROSSES THE ROAD.  TURN LEFT AND GO NORTHWESTERLY ON A
 EU0965'SANDY POWERLINE ROAD FOR 0.9 MILE TO A CROSS ROAD.  TURN
 EU0965'LEFT AND GO WESTERLY ON A SAND TRACK ROAD FOR 0.3 MILE TO A
 EU0965'FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, 100 FEET TO A
 EU0965'DOUBLE FORK TO THE NORTH, TAKE THE LEFT MOST FORK
 EU0965'CONTINUING STRAIGHT AHEAD ON THE SAND TRACK ROAD FOR 0.6 MILE
 EU0965'TO THE STATION ON THE LEFT.
 EU0965'
 EU0965'THE STATION, A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0965'BRONZE DISK STAMPED PARKER NORTHEAST BASE 1932, IS SET IN THE TOP
 EU0965'OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 EU0965'THE STATION IS 62 FEET SOUTHWEST OF THE CENTER OF THE SAND ROAD,
 EU0965'AND 7 FEET NORTHEAST OF A WITNESS POST WITHOUT A SIGN.
 EU0965'
 EU0965'REFERENCE MARK 1, A 3/8-INCH DIAMETER BRONZE PIN MARKED WITH A
 EU0965'CENTER PUNCH, IS CEMENTED IN THE TOP OF A 14-INCH DIAMETER CONCRETE
 EU0965'MONUMENT THAT PROJECTS 3 INCHES.  THE PIN IS 97 FEET NORTH OF A
 EU0965'WITNESS POST WITHOUT A SIGN, AND 25 FEET NORTH OF THE CENTER OF
 EU0965'THE SAND ROAD.
 EU0965'
 EU0965'REFERENCE MARK 2, A 3/8-INCH DIAMETER BRONZE PINE MARKED WITH A
 EU0965'CENTER PUNCH, IS CEMENTED IN THE TOP OF A 14-INCH DIAMETER CONCRETE
 EU0965'MONUMENT THAT PROJECTS 3 INCHES.  THE PIN IS 99 FEET NORTHEAST
 EU0965'OF THE WITNESS POST WITHOUT A SIGN, AND 5 FEET SOUTH OF THE CENTER
 EU0965'OF THE SAND ROAD.
 EU0965'
 EU0965'NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 EU0965'
 EU0965'IT IS ADVISABLE TO USE A 4-WHEEL DRIVE VEHICLE TO TRAVERSE THE TO
 EU0965'REACH ALONG THE POWERLINE SANDY ROAD.
 EU0965'
 EU0965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES ENE OF
 EU0965'PARKER, ARIZONA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0973 ***********************************************************************
 EU0973  DESIGNATION -  PARKER SW BASE
 EU0973  PID         -  EU0973
 EU0973  STATE/COUNTY-  AZ/LA PAZ
 EU0973  USGS QUAD   -  PARKER (1975)
 EU0973
 EU0973                         *CURRENT SURVEY CONTROL
 EU0973  ___________________________________________________________________
 EU0973* NAD 83(1992)-  34 07 33.89543(N)    114 16 18.58293(W)     ADJUSTED  
 EU0973* NAVD 88     -       153.60   (+/-2cm)     503.9    (feet)  VERTCON   
 EU0973  ___________________________________________________________________
 EU0973  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 EU0973  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EU0973  HORZ ORDER  -  FIRST
 EU0973  VERT ORDER  -  THIRD ? (See Below)
 EU0973
 EU0973.The horizontal coordinates were established by classical geodetic methods
 EU0973.and adjusted by the National Geodetic Survey in August 1993.
 EU0973
 EU0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0973.The vertical order pertains to the NGVD 29 superseded value.
 EU0973
 EU0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0973
 EU0973.The geoid height was determined by GEOID03.
 EU0973
 EU0973;                    North         East     Units Scale Factor Converg.
 EU0973;SPC AZ W     -   346,772.449   165,225.281   MT  0.99996188   -0 17 33.9
 EU0973;SPC AZ W     - 1,137,704.89    542,077.69   iFT  0.99996188   -0 17 33.9
 EU0973;SPC CA 5     -   575,825.656 2,343,831.300   MT  0.99998120   +2 07 30.4
 EU0973;SPC CA 5     - 1,889,188.01  7,689,719.86   sFT  0.99998120   +2 07 30.4
 EU0973;SPC CA 6     -   719,045.908 2,182,480.590   MT  1.00004957   +1 05 13.3
 EU0973;SPC CA 6     - 2,359,069.78  7,160,355.07   sFT  1.00004957   +1 05 13.3
 EU0973;UTM  11      - 3,779,497.923   751,603.384   MT  1.00038042   +1 31 52.9
 EU0973
 EU0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0973!SPC AZ W     -   0.99998080  x   0.99996188  =   0.99994268
 EU0973!SPC CA 5     -   0.99998080  x   0.99998120  =   0.99996200
 EU0973!SPC CA 6     -   0.99998080  x   1.00004957  =   1.00003037
 EU0973!UTM  11      -   0.99998080  x   1.00038042  =   1.00036122
 EU0973
 EU0973:                Primary Azimuth Mark                     Grid Az
 EU0973:SPC AZ W     -  PARKER NE BASE                           033 54 04.8
 EU0973:SPC CA 5     -  PARKER NE BASE                           031 29 00.5
 EU0973:SPC CA 6     -  PARKER NE BASE                           032 31 17.6
 EU0973:UTM  11      -  PARKER NE BASE                           032 04 38.0
 EU0973
 EU0973|---------------------------------------------------------------------|
 EU0973| PID    Reference Object                     Distance      Geod. Az  |
 EU0973|                                                           dddmmss.s |
 EU0973| EU0965 PARKER NE BASE                      APPROX. 5.0 KM 0333630.9 |
 EU0973| CC6208 PARKER SW BASE RM 1                  24.661 METERS 12208     |
 EU0973| CC6209 PARKER SW BASE RM 2                  12.968 METERS 21351     |
 EU0973|---------------------------------------------------------------------|
 EU0973
 EU0973                          SUPERSEDED SURVEY CONTROL
 EU0973
 EU0973  NAD 83(1986)-  34 07 33.89598(N)    114 16 18.58851(W) AD(       ) 1
 EU0973  NAD 27      -  34 07 33.83678(N)    114 16 15.76995(W) AD(       ) 1
 EU0973  NGVD 29 (07/19/86)  153.00   (m)          502.0    (f) LEVELING    3  
 EU0973
 EU0973.Superseded values are not recommended for survey control.
 EU0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0973.See file dsdata.txt to determine how the superseded data were derived.
 EU0973
 EU0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5160379498(NAD 83)
 EU0973_MARKER: DD = SURVEY DISK
 EU0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0973
 EU0973  HISTORY     - Date     Condition        Report By
 EU0973  HISTORY     - 1932     MONUMENTED       MWDSC
 EU0973  HISTORY     - 1964     GOOD             CGS
 EU0973  HISTORY     - 1972     GOOD             NGS
 EU0973
 EU0973                          STATION DESCRIPTION
 EU0973
 EU0973'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1932 (NBS)
 EU0973'PARKER, 2 MILES S.S.E. OF, ON SOUTH END OF LOW RIDGE ABOUT 600
 EU0973'FEET EAST OF THE PARKER BRANCH OF ATCHISON, TOPEKA AND SANTA FE
 EU0973'RAILROAD.  APPROX. ELEVATION = 500 FEET.  STANDARD DISK SET IN
 EU0973'CONCRETE POST.  SUBSURFACE MARK.
 EU0973'
 EU0973'REFERENCE MARKS ARE SET IN CONCRETE POSTS.
 EU0973
 EU0973                          STATION RECOVERY (1964)
 EU0973
 EU0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0973'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EU0973'CONDITION.  THE DISTANCE AND DIRECTIONS WERE CHECKED AND A
 EU0973'SLIGHT DIFFERENCE ON THE DISTANCE WAS FOUND ON REFERENCE MARK
 EU0973'NO. 1 AND WAS NOTED.
 EU0973
 EU0973                          STATION RECOVERY (1972)
 EU0973
 EU0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 EU0973'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 EU0973'TO BE IN GOOD CONDITION.  DISTANCES AND DIRECTIONS COMPARED
 EU0973'FAVORABLY WITH PREVIOUS OBSERVATIONS.  A COMPLETE NEW DESCRIPTION
 EU0973'FOLLOWS.
 EU0973'
 EU0973'THE STATION IS LOCATED ON A SMALL SANDY HILL 2.5 MILES SOUTH
 EU0973'SOUTHEAST OF PARKER.
 EU0973'
 EU0973'TO REACH THE STATION FROM THE POST OFFICE IN PARKER, ARIZONA GO
 EU0973'NORTHEAST ON 14TH STREET FOR 1 BLOCK (0.1 MILE) TO THE INTERSECTION
 EU0973'OF 14TH STREET AND CALIFORNIA AVENUE.  TURN RIGHT, SOUTHEAST,
 EU0973'ON CALIFORNIA AVENUE AND GO 1.25 MILES TO A BLACKTOP ROAD LEFT.
 EU0973'TURN LEFT, NORTHEAST, ON THE BLACKTOP ROAD AND GO 0.2 MILE TO THE
 EU0973'ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACKS.  CONTINUE ACROSS
 EU0973'THE TRACKS ON THE BLACKTOP ROAD FOR 0.1 MILE TO A SIDE ROAD
 EU0973'LEFT.  TURN RIGHT, OPPOSITE SIDE ROAD, CROSSING THE CURB AND GO
 EU0973'CROSS COUNTRY, SOUTHEAST, FOR 0.3 MILE TO THE TOP OF A SMALL
 EU0973'SANDY HILL AND THE STATION.
 EU0973'
 EU0973'THE STATION, A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0973'BRONZE DISK, IS STAMPED PARKER SOUTHWEST BASE 1932, SET IN A
 EU0973'9 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 EU0973'GROUND.
 EU0973'
 EU0973'R.M. 1 IS A BRONZE PIN WITH A CENTER PUNCH, CEMENTED IN AN
 EU0973'IRREGULAR MASS OF CONCRETE APPROXIMATELY 14 INCHES IN DIAMETER
 EU0973'PROJECTING 4 INCHES ABOVE THE GROUND.
 EU0973'
 EU0973'R.M. 2 IS A BRONZE PIN WITH A CENTER PUNCH, CEMENTED IN AN
 EU0973'IRREGULAR MASS OF CONCRETE APPROXIMATELY 15 INCHES IN DIAMETER
 EU0973'PROJECTING 3 INCHES ABOVE THE GROUND.
 EU0973'
 EU0973'THE STATION IS LOCATED IN SANDY TERAIN AND A 4-WHEEL DRIVE
 EU0973'VEHICLE IS DESIRABLE.
 EU0973'
 EU0973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 EU0973'SOUTH-SOUTHEAST OF PARKER
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0279 ***********************************************************************
 FQ0279  DESIGNATION -  PARKS
 FQ0279  PID         -  FQ0279
 FQ0279  STATE/COUNTY-  AZ/COCONINO
 FQ0279  USGS QUAD   -  PARKS (1974)
 FQ0279
 FQ0279                         *CURRENT SURVEY CONTROL
 FQ0279  ___________________________________________________________________
 FQ0279* NAD 83(1992)-  35 15 34.07534(N)    111 56 53.35300(W)     ADJUSTED  
 FQ0279* NAVD 88     -      2158.018  (meters)    7080.10   (feet)  ADJUSTED  
 FQ0279  ___________________________________________________________________
 FQ0279  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 FQ0279  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0279  DYNAMIC HT  -        2154.935 (meters)    7069.98  (feet)  COMP
 FQ0279  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 FQ0279
 FQ0279  HORZ ORDER  -  SECOND
 FQ0279  VERT ORDER  -  FIRST     CLASS II
 FQ0279
 FQ0279.The horizontal coordinates were established by classical geodetic methods
 FQ0279.and adjusted by the National Geodetic Survey in August 1993.
 FQ0279
 FQ0279.The orthometric height was determined by differential leveling
 FQ0279.and adjusted in June 1991.
 FQ0279
 FQ0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0279
 FQ0279.The geoid height was determined by GEOID03.
 FQ0279
 FQ0279.The dynamic height is computed by dividing the NAVD 88
 FQ0279.geopotential number by the normal gravity value computed on the
 FQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0279.degrees latitude (g = 980.6199 gals.).
 FQ0279
 FQ0279.The modeled gravity was interpolated from observed gravity values.
 FQ0279
 FQ0279;                    North         East     Units Scale Factor Converg.
 FQ0279;SPC AZ C     -   472,357.647   210,495.004   MT  0.99990010   -0 01 05.4
 FQ0279;SPC AZ C     - 1,549,729.81    690,600.41   iFT  0.99990010   -0 01 05.4
 FQ0279;UTM  12      - 3,902,229.393   413,752.092   MT  0.99969167   -0 32 50.6
 FQ0279
 FQ0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0279!SPC AZ C     -   0.99966503  x   0.99990010  =   0.99956516
 FQ0279!UTM  12      -   0.99966503  x   0.99969167  =   0.99935680
 FQ0279
 FQ0279:                Primary Azimuth Mark                     Grid Az
 FQ0279:SPC AZ C     -  PARKS AZ MK                              181 41 46.9
 FQ0279:UTM  12      -  PARKS AZ MK                              182 13 32.1
 FQ0279
 FQ0279|---------------------------------------------------------------------|
 FQ0279| PID    Reference Object                     Distance      Geod. Az  |
 FQ0279|                                                           dddmmss.s |
 FQ0279| CH3873 PARKS AZ MK                                        1814041.5 |
 FQ0279| FQ0280 PARKS RM 1                           29.625 METERS 19708     |
 FQ0279| FQ0278 PARKS RM 2                           27.066 METERS 30013     |
 FQ0279|---------------------------------------------------------------------|
 FQ0279
 FQ0279                          SUPERSEDED SURVEY CONTROL
 FQ0279
 FQ0279  NAD 83(1986)-  35 15 34.07294(N)    111 56 53.34975(W) AD(       ) 2
 FQ0279  NAD 27      -  35 15 34.03480(N)    111 56 50.76290(W) AD(       ) 2
 FQ0279  NGVD 29 (??/??/92) 2156.978  (m)         7076.69   (f) ADJ UNCH    1 2
 FQ0279
 FQ0279.Superseded values are not recommended for survey control.
 FQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0279.See file dsdata.txt to determine how the superseded data were derived.
 FQ0279
 FQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1375202229(NAD 83)
 FQ0279_MARKER: DS = TRIANGULATION STATION DISK
 FQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0279_STAMPING: PARKS 1958
 FQ0279_MARK LOGO: CGS   
 FQ0279_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0279+STABILITY: SURFACE MOTION
 FQ0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0279+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 FQ0279
 FQ0279  HISTORY     - Date     Condition        Report By
 FQ0279  HISTORY     - 1958     MONUMENTED       CGS
 FQ0279  HISTORY     - 1958     GOOD             CGS
 FQ0279  HISTORY     - 1959     GOOD             CGS
 FQ0279  HISTORY     - 1982     GOOD             NGS
 FQ0279  HISTORY     - 20011127 GOOD             INDIV
 FQ0279
 FQ0279                          STATION DESCRIPTION
 FQ0279
 FQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0279'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 66
 FQ0279'AND 89 AT PARKS.
 FQ0279'
 FQ0279'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT AT
 FQ0279'FLAGSTAFF, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 18.2
 FQ0279'MILES TO A BLADED ROAD LEFT AT A SIGN PARKS FOREST SERVICE
 FQ0279'CAMP KAIBAB NATIONAL FOREST, ABOUT 200 FEET BEFORE REACHING
 FQ0279'A SIGN PARKS ARIZ.  TURN LEFT ON THE BLADED ROAD AND GO 100
 FQ0279'FEET, TURN RIGHT AND GO 50 FEET TO THE STATION.
 FQ0279'
 FQ0279'THE STATION MARK IS A STANDARD DISK STAMPED PARKS 1958, SET
 FQ0279'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 FQ0279'130 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF U.S.
 FQ0279'HIGHWAY 66 AND 89 AND THE FOREST CAMP ROAD, 55 FEET WEST OF THE
 FQ0279'CENTER OF THE FOREST CAMP ROAD, AND 13 FEET EAST OF A WITNESS
 FQ0279'POST.
 FQ0279'
 FQ0279'R.M. 1 IS A STANDARD DISK STAMPED PARKS NO 1 1958, SET IN A
 FQ0279'CYLINDERICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 FQ0279'92 FEET SOUTH OF THE WITNESS POST.
 FQ0279'
 FQ0279'R.M. 2 IS A STANDARD DISK STAMPED PARKS NO 2 1958, SET IN
 FQ0279'A CYLINDERICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 FQ0279'75 FEET NORTHWEST OF THE WITNESS POST AND 3 FEET SOUTH OF
 FQ0279'A TRANSMISSION POLE.
 FQ0279
 FQ0279                          STATION RECOVERY (1958)
 FQ0279
 FQ0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0279'18.2 MI E FROM WILLIAMS.
 FQ0279'18.2 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE DEPOT IN
 FQ0279'FLAGSTAFF, TO A SIGN PARKS FOREST SERVICE CAMP KAIBAB NATIONAL FOREST,
 FQ0279'200 FEET EAST OF A SIGN PARKS ARIZ., 130 FEET SOUTH OF THE CENTER OF
 FQ0279'THE INTERSECTION OF U.S. HIGHWAY 66 AND 89 AND THE FOREST CAMP ROAD,
 FQ0279'55 FEET WEST OF THE CENTER OF THE FOREST CAMP ROAD AND 13 FEET EAST OF
 FQ0279'A WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 FQ0279'3 INCHES.
 FQ0279
 FQ0279                          STATION RECOVERY (1959)
 FQ0279
 FQ0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0279'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 FQ0279'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 FQ0279'
 FQ0279'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ACROSS
 FQ0279'COUNTRY, PASSING TO THE EAST OF A SMALL MAN MADE POND, FOR
 FQ0279'0.25 MILE TO THE SOUTH SIDE OF THE POND AND THE AZIMUTH MARK.
 FQ0279'
 FQ0279'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, PARKS 1958, SET
 FQ0279'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 FQ0279'INCHES.  IT IS ABOUT 600 FEET SOUTH OF A SMALL MAN MADE POND
 FQ0279'AND 9.0 FEET NORTH OF A WITNESS SIGN NAILED TO A 10 INCH PINE
 FQ0279'TREE.
 FQ0279
 FQ0279                          STATION RECOVERY (1982)
 FQ0279
 FQ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0279'28.3 KM (17.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0279'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 1.1 KM (0.7 MI) WEST
 FQ0279'ALONG (OLD HIGHWAY 66) PARKS ROAD, AT THE TOWN OF PARKS, ACROSS THE
 FQ0279'ROAD FROM THE GENERAL STORE AND GAS STATION, 36.5 METERS (120 FT)
 FQ0279'SOUTH OF THE CENTERLINE OF THE ROAD, 16.7 METERS (55 FT) WEST OF THE
 FQ0279'CENTERLINE OF AN ABANDONED DIRT ROAD, 28.3 METERS (93 FT) SOUTHEAST OF
 FQ0279'POWER LINE POLE 21, 0.3 METER (1 FT) WEST OF A FENCE.
 FQ0279'THE MARK IS 4 METERS  E FROM A WITNESS POST.
 FQ0279'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FQ0279
 FQ0279                          STATION RECOVERY (2001)
 FQ0279
 FQ0279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 FQ0279'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1099 ***********************************************************************
 CY1099  DESIGNATION -  PARKS
 CY1099  PID         -  CY1099
 CY1099  STATE/COUNTY-  AZ/GRAHAM
 CY1099  USGS QUAD   -  WHITLOCK CIENEGA (1966)
 CY1099
 CY1099                         *CURRENT SURVEY CONTROL
 CY1099  ___________________________________________________________________
 CY1099* NAD 83(1992)-  32 31 12.68789(N)    109 17 07.26221(W)     ADJUSTED  
 CY1099* NAVD 88     -      1275.2    (meters)    4184.     (feet)  VERTCON   
 CY1099  ___________________________________________________________________
 CY1099  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 CY1099  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CY1099  HORZ ORDER  -  FIRST
 CY1099
 CY1099.The horizontal coordinates were established by classical geodetic methods
 CY1099.and adjusted by the National Geodetic Survey in August 1993.
 CY1099
 CY1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1099
 CY1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1099
 CY1099.The geoid height was determined by GEOID03.
 CY1099
 CY1099;                    North         East     Units Scale Factor Converg.
 CY1099;SPC AZ E     -   168,888.313   296,157.825   MT  0.99998451   +0 28 25.8
 CY1099;SPC AZ E     -   554,095.52    971,646.41   iFT  0.99998451   +0 28 25.8
 CY1099;UTM  12      - 3,599,393.043   661,046.964   MT  0.99991983   +0 55 19.2
 CY1099
 CY1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1099!SPC AZ E     -   0.99980400  x   0.99998451  =   0.99978851
 CY1099!UTM  12      -   0.99980400  x   0.99991983  =   0.99972384
 CY1099
 CY1099:                Primary Azimuth Mark                     Grid Az
 CY1099:SPC AZ E     -  TARGET ABOUT 4 MI NE OF SEEL             359 57 03.1
 CY1099:UTM  12      -  TARGET ABOUT 4 MI NE OF SEEL             359 30 09.7
 CY1099
 CY1099|---------------------------------------------------------------------|
 CY1099| PID    Reference Object                     Distance      Geod. Az  |
 CY1099|                                                           dddmmss.s |
 CY1099| CY1096 TARGET ABOUT 4 MI NE OF SEEL        APPROX.18.7 KM 0002528.9 |
 CY1099| CC7948 PARKS AZ MK                                        1661901.9 |
 CY1099| CC7949 PARKS RM 1                           10.901 METERS 17803     |
 CY1099| CC7950 PARKS RM 2                           10.998 METERS 26352     |
 CY1099| CY1098 SEEL WM WINDMILL EAST               APPROX.15.3 KM 3424017.8 |
 CY1099|---------------------------------------------------------------------|
 CY1099
 CY1099                          SUPERSEDED SURVEY CONTROL
 CY1099
 CY1099  NAD 83(1986)-  32 31 12.68297(N)    109 17 07.25910(W) AD(       ) 1
 CY1099  NAD 27      -  32 31 12.42000(N)    109 17 05.03800(W) AD(       ) 1
 CY1099  NGVD 29 (07/19/86) 1274.5    (m)         4181.     (f) VERT ANG    3  
 CY1099
 CY1099.Superseded values are not recommended for survey control.
 CY1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1099.See file dsdata.txt to determine how the superseded data were derived.
 CY1099
 CY1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6104799393(NAD 83)
 CY1099_MARKER: DS = TRIANGULATION STATION DISK
 CY1099_SETTING: 80 = SET IN A BOULDER
 CY1099_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CY1099
 CY1099  HISTORY     - Date     Condition        Report By
 CY1099  HISTORY     - 1945     MONUMENTED       CGS
 CY1099  HISTORY     - 1948     GOOD             USGS
 CY1099  HISTORY     - 1965     GOOD             USGS
 CY1099  HISTORY     - 1972     GOOD             AZHD
 CY1099
 CY1099                          STATION DESCRIPTION
 CY1099
 CY1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1099'STATION IS LOCATED ABOUT 17 MILES NE OF BOWIE, 24 MILES SW OF
 CY1099'DUNCAN, AND 2 MILES S OF PARKS LAKE.  IT IS ON THE S END
 CY1099'AND HIGHEST POINT OF A LONG RIDGE RUNNING SW AND NE.
 CY1099'
 CY1099'TO REACH STATION FROM THE SOLOMONSVILLE POST OFFICE, GO E
 CY1099'ON U.S. HIGHWAY 70 FOR 2.0 MILES TO WHERE U.S. HIGHWAY 666
 CY1099'GOES LEFT, KEEP RIGHT OR STRAIGHT AHEAD ON HIGHWAY 70 AND
 CY1099'CONTINUE FOR 14.0 MILES TO A HIGHWAY SIGN DUNCAN 20 MILES,
 CY1099'CONTINUE AHEAD FOR 1.9 MILES TO A GRADED ROAD LEADING TO
 CY1099'THE RIGHT.  LEAVE THE HIGHWAY, TURN RIGHT ON THE GRADED
 CY1099'ROAD AND CONTINUE FOR 1.6 MILES TO A CATTLE GUARD, CONTINUE
 CY1099'FOR 1.0 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE
 CY1099'FOR 0.1 MILE TO A CATTLE GUARD, CONTINUE FOR 4.0 MILES TO
 CY1099'A FORK, AGAIN TAKE THE LEFT FORK AND CONTINUE FOR 0.4 MILE
 CY1099'TO A GATE.  PASS INTO AN OLD C.C.C. CAMP FOLLOWING THE ROAD
 CY1099'AROUND TO THE RIGHT OF THE MAIN BUILDINGS THEN BEAR LEFT
 CY1099'FOR 0.3 MILE TO A FORK GOING RIGHT, TURN RIGHT AND
 CY1099'CONTINUE FOR 1.6 MILES TO A LARGE DIRT TANK ON THE RIGHT,
 CY1099'CONTINUE AHEAD ALONG THE ROAD AS IT FOLLOWS A FENCE FOR
 CY1099'1.9 MILES TO A CATTLE GUARD, PASS THROUGH THE GUARD AND
 CY1099'CONTINUE FOR 2.6 MILES TO A DIM FORK TO THE LEFT, KEEP
 CY1099'RIGHT ON THE MAIN ROAD AND CONTINUE FOR 0.7 MILE TO AN OLD
 CY1099'ADOBE BUILDING AND CORRAL.  KEEP S ON THE MAIN ROAD FOR
 CY1099'1.8 MILES TO A FORKS, TAKE THE LEFT FORK AND CONTINUE FOR
 CY1099'2.5 MILES CROSSING OVER A DAM AND COMING TO SOME RANCH
 CY1099'BUILDINGS AT A LARGE RESERVOIR IN A GROUP OF COTTONWOOD
 CY1099'TREES.  CONTINUE ON THE MAIN ROAD FOR 0.2 MILE TO A GATE,
 CY1099'BEAR RIGHT THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR
 CY1099'1.2 MILES TO A ROAD FORKING TO THE RIGHT INTO A RANCH A
 CY1099'SHORT DISTANCE AWAY, KEEP LEFT AND CONTINUE FOR 0.4 MILE
 CY1099'TO A ROAD LEADING TO THE LEFT, THIS FORK IS ALONG A FENCE
 CY1099'WHICH HAS BEEN FOLLOWED BEFORE COMING TO THIS POINT.  TAKE
 CY1099'THIS LEFT FORK AND GO 0.5 MILE TO A DIRT TANK AND CORRALS ON
 CY1099'THE RIGHT, CONTINUE FOR 0.6 MILE TO A GATE, PASS THROUGH
 CY1099'THE GATE AND CONTINUE FOR 0.5 MILE TO A FORK, KEEP RIGHT AND
 CY1099'CONTINUE FOR 1.2 MILES TO A ROAD COMING IN FROM THE RIGHT,
 CY1099'CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO ANOTHER FORK, TAKE
 CY1099'THE LEFT FORK AND CONTINUE ON THE ROCKY ROAD FOR 2.3 MILES TO
 CY1099'A POINT JUST BEFORE THE ROAD GOES INTO A WASH, FROM HERE
 CY1099'THE RIDGE ON WHICH THE STATION IS LOCATED CAN BE SEEN TO THE
 CY1099'LEFT ACROSS THE WASH.  TURN LEFT ON VERY DIM TRACKS AND CROSS
 CY1099'A SLIGHT WASH AND CONTINUE FOR 0.7 MILE, AT THIS POINT THE
 CY1099'STATION CAN BE SEEN TO THE RIGHT, THE POINT ON THE RIDGE
 CY1099'BEING UP BETWEEN TWO WHITE SANDY HILLS, BEAR RIGHT FOR 0.2
 CY1099'MILE TOWARD THE V FORMED BY THE WHITE SANDY HILLS TO THE
 CY1099'EDGE OF THE WASH AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 CY1099'UP THE V TO THE HIGHEST POINT ON RIDGE AND THE STATION.
 CY1099'
 CY1099'STATION MARK IS A BRONZE STATION DISK SET IN A SLIGHT DEPRESSION
 CY1099'IN A BOULDER PROJECTING ABOUT 5 INCHES.  IT IS STAMPED PARKS
 CY1099'1945.
 CY1099'
 CY1099'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1099'PROJECTING ABOUT 8 INCHES AND IS STAMPED PARKS NO 1 1945.
 CY1099'IT IS S OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 CY1099'
 CY1099'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1099'PROJECTING ABOUT 10 INCHES AND IS STAMPED PARKS NO 2 1945.
 CY1099'IT IS W OF THE STATION AND ABOUT 4 FEET LOWER.
 CY1099'
 CY1099'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER
 CY1099'PROJECTING ABOUT 2 FEET AND IS STAMPED PARKS 1945.  IT IS
 CY1099'ABOUT 1/2 MILE SSE OF THE STATION, 32 FEET NW OF A WITNESS
 CY1099'POST, IS SET IN THE LARGEST BOULDER AT THE END OF TRUCK TRAVEL,
 CY1099'AND IS ABOUT 60 FEET FROM THE EDGE OF THE WASH.
 CY1099
 CY1099                          STATION RECOVERY (1948)
 CY1099
 CY1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 CY1099'STATION MARK--STANDARD USC AND GS DISK, SET IN SLIGHT DEPRESSION IN
 CY1099'A BOULDER, PROJECTING ABOUT 5 IN., AND STAMPED ---PARKS 1945---.
 CY1099
 CY1099                          STATION RECOVERY (1965)
 CY1099
 CY1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY1099'STATION WAS RECOVERED IN GOOD CONDITION.
 CY1099'
 CY1099'REVISED TO REACH DESCRIPTION--FROM POST OFFICE IN SAFFORD,
 CY1099'PROCEED EAST ON U.S. HIGHWAY 70 FOR 20.70 MILES TO WHERE A
 CY1099'GRAVEL ROAD TURNS OFF TO THE SOUTH.  LEAVE PAVED HIGHWAY
 CY1099'AND PROCEED DOWN GRAVEL ROAD FOR 6.87 MILES TO HACKBERRY
 CY1099'RANCH.  PROCEED WEST THROUGH RANCH YARD, THROUGH A WIRE GATE
 CY1099'AND THEN SOUTH ON A DIRT ROAD FOR 3.29 MILES TO A WIRE GATE.
 CY1099'CONTINUE SOUTH FOR 2.48 MILES TO A ROAD FORK.  TURN LEFT
 CY1099'ON TRUCK TRAIL AND CONTINUE GENERALLY EAST FOR 2.82 MILES
 CY1099'TO A ROAD JUNCTION ON THE NE SIDE OF AN INTERMITTENT
 CY1099'RESERVOIR.  CONTINUE GENERALLY SE THROUGH A ROCKY SADDLE FOR
 CY1099'1.72 MILES TO AN EAST-WEST FENCE.  LEAVE ROAD AND FOLLOW
 CY1099'FENCE LINE WEST APPROX. 0.2 MILES AND THEN SOUTH 0.8 MILES
 CY1099'TO ETT.  FROM HERE PACK SW ALONG RIDGE TO HIGHEST POINT ON
 CY1099'RIDGE AND STATION.  ABOUT 45 MINUTE PACK.
 CY1099
 CY1099                          STATION RECOVERY (1972)
 CY1099
 CY1099'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1099'A.  GENERAL LOCATION SAME AS GIVEN
 CY1099'
 CY1099'B.  TO REACH SAME AS GIVEN
 CY1099'
 CY1099'D.  REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0280 ***********************************************************************
 FQ0280  DESIGNATION -  PARKS RM 1
 FQ0280  PID         -  FQ0280
 FQ0280  STATE/COUNTY-  AZ/COCONINO
 FQ0280  USGS QUAD   -  PARKS (1974)
 FQ0280
 FQ0280                         *CURRENT SURVEY CONTROL
 FQ0280  ___________________________________________________________________
 FQ0280* NAD 83(1986)-  35 15 34.     (N)    111 56 54.     (W)     SCALED    
 FQ0280* NAVD 88     -      2158.052  (meters)    7080.21   (feet)  ADJUSTED  
 FQ0280  ___________________________________________________________________
 FQ0280  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0280  DYNAMIC HT  -        2154.968 (meters)    7070.09  (feet)  COMP
 FQ0280  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 FQ0280
 FQ0280  VERT ORDER  -  FIRST     CLASS II
 FQ0280
 FQ0280.The horizontal coordinates were scaled from a topographic map and have
 FQ0280.an estimated accuracy of +/- 6 seconds.
 FQ0280
 FQ0280.The orthometric height was determined by differential leveling
 FQ0280.and adjusted in June 1991.
 FQ0280
 FQ0280.The geoid height was determined by GEOID03.
 FQ0280
 FQ0280.The dynamic height is computed by dividing the NAVD 88
 FQ0280.geopotential number by the normal gravity value computed on the
 FQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0280.degrees latitude (g = 980.6199 gals.).
 FQ0280
 FQ0280.The modeled gravity was interpolated from observed gravity values.
 FQ0280
 FQ0280;                    North         East    Units  Estimated Accuracy
 FQ0280;SPC AZ C     -   472,360.      210,480.      MT  (+/- 180 meters Scaled)
 FQ0280
 FQ0280                          SUPERSEDED SURVEY CONTROL
 FQ0280
 FQ0280  NGVD 29 (??/??/92) 2157.013  (m)         7076.80   (f) ADJ UNCH    1 2
 FQ0280
 FQ0280.Superseded values are not recommended for survey control.
 FQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0280.See file dsdata.txt to determine how the superseded data were derived.
 FQ0280
 FQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE137022(NAD 83)
 FQ0280_MARKER: DR = REFERENCE MARK DISK
 FQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0280_STAMPING: PARKS NO 1 1958
 FQ0280_MARK LOGO: CGS   
 FQ0280_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0280+STABILITY: SURFACE MOTION
 FQ0280
 FQ0280  HISTORY     - Date     Condition        Report By
 FQ0280  HISTORY     - 1958     MONUMENTED       CGS
 FQ0280  HISTORY     - 1982     GOOD             NGS
 FQ0280
 FQ0280                          STATION DESCRIPTION
 FQ0280
 FQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0280'18.2 MI E FROM WILLIAMS.
 FQ0280'18.2 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE DEPOT IN
 FQ0280'FLAGSTAFF, 200 FEET EAST OF A SIGN PARKS ARIZ., 92 FEET SOUTH OF THE
 FQ0280'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 FQ0280'PROJECTS 3 INCHES.
 FQ0280
 FQ0280                          STATION RECOVERY (1982)
 FQ0280
 FQ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0280'28.3 KM (17.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0280'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 1.1 KM (0.7 MI) WEST
 FQ0280'ALONG (OLD HIGHWAY 66) PARKS ROAD, 28.0 METERS (92 FT) SOUTH OF THE
 FQ0280'STATION, 50.2 METERS (165 FT) SOUTH-SOUTHEAST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0278 ***********************************************************************
 FQ0278  DESIGNATION -  PARKS RM 2
 FQ0278  PID         -  FQ0278
 FQ0278  STATE/COUNTY-  AZ/COCONINO
 FQ0278  USGS QUAD   -  PARKS (1974)
 FQ0278
 FQ0278                         *CURRENT SURVEY CONTROL
 FQ0278  ___________________________________________________________________
 FQ0278* NAD 83(1986)-  35 15 34.     (N)    111 56 54.     (W)     SCALED    
 FQ0278* NAVD 88     -      2158.048  (meters)    7080.20   (feet)  ADJUSTED  
 FQ0278  ___________________________________________________________________
 FQ0278  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0278  DYNAMIC HT  -        2154.964 (meters)    7070.08  (feet)  COMP
 FQ0278  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 FQ0278
 FQ0278  VERT ORDER  -  FIRST     CLASS II
 FQ0278
 FQ0278.The horizontal coordinates were scaled from a topographic map and have
 FQ0278.an estimated accuracy of +/- 6 seconds.
 FQ0278
 FQ0278.The orthometric height was determined by differential leveling
 FQ0278.and adjusted in June 1991.
 FQ0278
 FQ0278.The geoid height was determined by GEOID03.
 FQ0278
 FQ0278.The dynamic height is computed by dividing the NAVD 88
 FQ0278.geopotential number by the normal gravity value computed on the
 FQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0278.degrees latitude (g = 980.6199 gals.).
 FQ0278
 FQ0278.The modeled gravity was interpolated from observed gravity values.
 FQ0278
 FQ0278;                    North         East    Units  Estimated Accuracy
 FQ0278;SPC AZ C     -   472,360.      210,480.      MT  (+/- 180 meters Scaled)
 FQ0278
 FQ0278                          SUPERSEDED SURVEY CONTROL
 FQ0278
 FQ0278  NGVD 29 (??/??/92) 2157.008  (m)         7076.78   (f) ADJ UNCH    1 2
 FQ0278
 FQ0278.Superseded values are not recommended for survey control.
 FQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0278.See file dsdata.txt to determine how the superseded data were derived.
 FQ0278
 FQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE137022(NAD 83)
 FQ0278_MARKER: DR = REFERENCE MARK DISK
 FQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0278_STAMPING: PARKS NO 2 1958
 FQ0278_MARK LOGO: CGS   
 FQ0278_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0278+STABILITY: SURFACE MOTION
 FQ0278
 FQ0278  HISTORY     - Date     Condition        Report By
 FQ0278  HISTORY     - 1958     MONUMENTED       CGS
 FQ0278  HISTORY     - 1982     GOOD             NGS
 FQ0278
 FQ0278                          STATION DESCRIPTION
 FQ0278
 FQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0278'18.2 MI E FROM WILLIAMS.
 FQ0278'18.2 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE DEPOT IN
 FQ0278'FLAGSTAFF, TO A SIGN PARKS FOREST SERVICE CAMP KAIBAB FOREST, 200 FEET
 FQ0278'EAST OF A SIGN PARKS ARIZ., 75 FEET NORTHWEST OF THE WITNESS POST AND
 FQ0278'3 FEET SOUTH OF A TRANSMISSION POLE, SET IN THE TOP OF A 12 ROUND
 FQ0278'CONCRETE POST THAT PROJECTS 3 INCHES.
 FQ0278
 FQ0278                          STATION RECOVERY (1982)
 FQ0278
 FQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0278'28.3 KM (17.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FQ0278'OF INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 1.1 KM (0.7 MI) WEST
 FQ0278'ALONG (OLD HIGHWAY 66) PARKS ROAD, 26.8 METERS (88 FT) NORTHWEST OF
 FQ0278'THE STATION, 0.3 METER (1.0 FT) SOUTH OF POWER LINE POLE 21.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1298 ***********************************************************************
 DA1298  DESIGNATION -  PARRA
 DA1298  PID         -  DA1298
 DA1298  STATE/COUNTY-  AZ/PIMA
 DA1298  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA1298
 DA1298                         *CURRENT SURVEY CONTROL
 DA1298  ___________________________________________________________________
 DA1298* NAD 83(1992)-  32 14 40.54399(N)    113 07 29.90243(W)     ADJUSTED  
 DA1298* NAVD 88     -       294.78   (+/-2cm)     967.1    (feet)  VERTCON   
 DA1298  ___________________________________________________________________
 DA1298  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DA1298  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DA1298  HORZ ORDER  -  THIRD
 DA1298  VERT ORDER  -  THIRD ? (See Below)
 DA1298
 DA1298.The horizontal coordinates were established by classical geodetic methods
 DA1298.and adjusted by the National Geodetic Survey in August 1993.
 DA1298
 DA1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1298.The vertical order pertains to the NGVD 29 superseded value.
 DA1298
 DA1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1298
 DA1298.The geoid height was determined by GEOID03.
 DA1298
 DA1298;                    North         East     Units Scale Factor Converg.
 DA1298;SPC AZ C     -   138,627.898    99,495.216   MT  1.00005984   -0 38 41.1
 DA1298;SPC AZ C     -   454,815.94    326,427.87   iFT  1.00005984   -0 38 41.1
 DA1298;UTM  12      - 3,569,529.090   299,799.700   MT  1.00009429   -1 08 02.8
 DA1298
 DA1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1298!SPC AZ C     -   0.99995881  x   1.00005984  =   1.00001864
 DA1298!UTM  12      -   0.99995881  x   1.00009429  =   1.00005309
 DA1298
 DA1298:                Primary Azimuth Mark                     Grid Az
 DA1298:SPC AZ C     -  GROWLER                                  007 30 18.5
 DA1298:UTM  12      -  GROWLER                                  007 59 40.2
 DA1298
 DA1298|---------------------------------------------------------------------|
 DA1298| PID    Reference Object                     Distance      Geod. Az  |
 DA1298|                                                           dddmmss.s |
 DA1298| DA1411 GROWLER                             APPROX.18.5 KM 0065137.4 |
 DA1298|---------------------------------------------------------------------|
 DA1298
 DA1298                          SUPERSEDED SURVEY CONTROL
 DA1298
 DA1298  NAD 83(1986)-  32 14 40.51168(N)    113 07 29.91953(W) AD(       ) 3
 DA1298  NGVD 29 (06/20/88)  294.10   (m)          964.9    (f) LEVELING    3  
 DA1298
 DA1298.Superseded values are not recommended for survey control.
 DA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1298.See file dsdata.txt to determine how the superseded data were derived.
 DA1298
 DA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA9980069529(NAD 83)
 DA1298_MARKER: DS = TRIANGULATION STATION DISK
 DA1298_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DA1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1298
 DA1298  HISTORY     - Date     Condition        Report By
 DA1298  HISTORY     - 1962     MONUMENTED       AMS
 DA1298
 DA1298                          STATION DESCRIPTION
 DA1298
 DA1298'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1298'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1298'
 DA1298'LOCATED ABOUT 17.4 MI SW. OF AJO, ABOUT 11.4 MI NW. OF BATES
 DA1298'WELL, ABOUT 9.5 MI S. OF CHARLEY BELL WELL, ABOUT 3.5 MI E. OF
 DA1298'PARRA TANK.  IN GROWLER VALLEY.
 DA1298'
 DA1298'REACHED BY HELICOPTER FROM AJO.  CAN ALSO BE REACHED BY 4-WHEEL
 DA1298'DRIVE FROM BATES WELL.
 DA1298'
 DA1298'STATION MARK--USE DISK STAMPED---PARRA ARMY MAP SERVICE 1962---, IN
 DA1298'POURED CONCRETE PROJECTING 0.2 FT, 4.6 FT N. OF 4X4-INCH WHITE
 DA1298'WITNESS POST.
 DA1298'
 DA1298'RM 1--USE RM DISK STAMPED---PARRA RM NO 1 ARMY MAP SERVICE 1962---,
 DA1298'IN POURED CONCRETE PROJECTING 0.3 FT.
 DA1298'
 DA1298'RM 2--USE RM DISK STAMPED---PARRA RM NO 2 ARMY MAP SERVICE 1962---,
 DA1298'IN POURED CONCRETE PROJECTING 0.3 FT.
 DA1298'
 DA1298'AZ MARK--USE DISK
 DA1298'STAMPED---PARRA AZIMUTH MARK ARMY MAP SERVICE 1962---, IN CONCRETE
 DA1298'PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0051 ***********************************************************************
 CG0051  DESIGNATION -  PASO
 CG0051  PID         -  CG0051
 CG0051  STATE/COUNTY-  AZ/PIMA
 CG0051  USGS QUAD   -  MESCAL (1983)
 CG0051
 CG0051                         *CURRENT SURVEY CONTROL
 CG0051  ___________________________________________________________________
 CG0051* NAD 83(1992)-  31 57 58.22095(N)    110 27 30.97071(W)     ADJUSTED  
 CG0051* NAVD 88     -      1266.07   (+/-2cm)    4153.8    (feet)  VERTCON   
 CG0051  ___________________________________________________________________
 CG0051  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CG0051  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0051  HORZ ORDER  -  SECOND
 CG0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0051
 CG0051.The horizontal coordinates were established by classical geodetic methods
 CG0051.and adjusted by the National Geodetic Survey in August 1993.
 CG0051
 CG0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0051.The vertical order pertains to the NGVD 29 superseded value.
 CG0051
 CG0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0051
 CG0051.The geoid height was determined by GEOID03.
 CG0051
 CG0051;                    North         East     Units Scale Factor Converg.
 CG0051;SPC AZ C     -   108,044.909   351,180.384   MT  1.00013418   +0 46 19.4
 CG0051;SPC AZ C     -   354,478.05  1,152,166.61   iFT  1.00013418   +0 46 19.4
 CG0051;SPC AZ E     -   107,153.600   185,766.605   MT  0.99990939   -0 09 16.4
 CG0051;SPC AZ E     -   351,553.81    609,470.49   iFT  0.99990939   -0 09 16.4
 CG0051;UTM  12      - 3,536,814.139   551,156.946   MT  0.99963227   +0 17 11.9
 CG0051
 CG0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0051!SPC AZ C     -   0.99980562  x   1.00013418  =   0.99993977
 CG0051!SPC AZ E     -   0.99980562  x   0.99990939  =   0.99971503
 CG0051!UTM  12      -   0.99980562  x   0.99963227  =   0.99943796
 CG0051
 CG0051:                Primary Azimuth Mark                     Grid Az
 CG0051:SPC AZ C     -  MESCALE                                  099 30 14.1
 CG0051:SPC AZ E     -  MESCALE                                  100 25 49.9
 CG0051:UTM  12      -  MESCALE                                  099 59 21.6
 CG0051
 CG0051|---------------------------------------------------------------------|
 CG0051| PID    Reference Object                     Distance      Geod. Az  |
 CG0051|                                                           dddmmss.s |
 CG0051| CG0054 MESCALE                             APPROX. 2.3 KM 1001633.5 |
 CG0051| CC7953 PASO RM 1                            12.039 METERS 16101     |
 CG0051| CC7954 PASO RM 2                             6.627 METERS 24534     |
 CG0051|---------------------------------------------------------------------|
 CG0051
 CG0051                          SUPERSEDED SURVEY CONTROL
 CG0051
 CG0051  NAD 83(1986)-  31 57 58.21625(N)    110 27 30.96883(W) AD(       ) 2
 CG0051  NAD 27      -  31 57 57.91610(N)    110 27 28.69420(W) AD(       ) 2
 CG0051  NGVD 29 (??/??/92) 1265.251  (m)         4151.08   (f) ADJ UNCH    2 0
 CG0051
 CG0051.Superseded values are not recommended for survey control.
 CG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0051.See file dsdata.txt to determine how the superseded data were derived.
 CG0051
 CG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5115736814(NAD 83)
 CG0051_MARKER: DE = TRAVERSE STATION DISK
 CG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0051_STAMPING: PASO 1960
 CG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0051+STABILITY: SURFACE MOTION
 CG0051
 CG0051  HISTORY     - Date     Condition        Report By
 CG0051  HISTORY     - 1960     MONUMENTED       CGS
 CG0051  HISTORY     - 1960     GOOD             CGS
 CG0051
 CG0051                          STATION DESCRIPTION
 CG0051
 CG0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG0051'THE STATION IS ABOUT 11 MILES WEST OF BENSON, 0.35 MILE WEST OF THE
 CG0051'PIMA-COCHISE COUNTY LINE, 150 YARDS NORTH OF THE WEST BOUND
 CG0051'TRAFFIC LANE OF U.S. HIGHWAY 80 AND 3.4 MILES WEST OF THE AMOLE
 CG0051'OVERPASS.  ON THE CREST OF A GRASSY RIDGE ABOUT 40 FEET HIGHER
 CG0051'THAN THE HIGHWAY.
 CG0051'
 CG0051'TO REACH FROM THE AMOLE OVERPASS, GO EAST ON U.S. HIGHWAY 80 FOR
 CG0051'3.6 MILES TO MILE POST 282 AND A GATE IN THE NORTH RIGHT-OF-WAY
 CG0051'FENCE LINE.  GO NORTH THROUGH THE GATE THEN WEST ALONG THE NORTH
 CG0051'SIDE OF THE FENCE FOR 0.15 MILE, THENCE NORTH UP THE RIDGE FOR 100
 CG0051'YARDS TO THE STATION.
 CG0051'
 CG0051'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 CG0051'SET IN CONCRETE POSTS.
 CG0051'
 CG0051'THE STATION MARK, STAMPED PASO 1960, PROJECTS ABOUT 3 INCHES.
 CG0051'
 CG0051'REFERENCE MARK 1, STAMPED PASO NO 1, PROJECTS ABOUT 4 INCHES.
 CG0051'
 CG0051'REFERENCE MARK 2, STAMPED PASO NO 2, PROJECTS ABOUT 2 INCHES.
 CG0051
 CG0051                          STATION RECOVERY (1960)
 CG0051
 CG0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0051'10.35 MI W FROM BENSON.
 CG0051'10.35 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0051'HIGHWAY 80, 0.25 MILE WEST OF MILEPOST 282.  THE STATION IS LOCATED ON
 CG0051'A SMALL HILL ABOUT .75 MILE SOUTHWEST OF THE EL PASO NATURAL GAS
 CG0051'BOOSTER STATION, ABOUT 150 YARDS NORTH OF THE HIGHWAY.  DISK IS SET IN
 CG0051'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0974 ***********************************************************************
 ET0974  DESIGNATION -  PASS
 ET0974  PID         -  ET0974
 ET0974  STATE/COUNTY-  AZ/YAVAPAI
 ET0974  USGS QUAD   -  CONGRESS SW (1969)
 ET0974
 ET0974                         *CURRENT SURVEY CONTROL
 ET0974  ___________________________________________________________________
 ET0974* NAD 83(1992)-  34 07 24.76766(N)    112 57 03.21772(W)     ADJUSTED  
 ET0974* NAVD 88     -       850.0    (meters)    2789.     (feet)  VERTCON   
 ET0974  ___________________________________________________________________
 ET0974  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 ET0974  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 ET0974  HORZ ORDER  -  SECOND
 ET0974
 ET0974.The horizontal coordinates were established by classical geodetic methods
 ET0974.and adjusted by the National Geodetic Survey in June 1998.
 ET0974
 ET0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0974
 ET0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0974
 ET0974.The geoid height was determined by GEOID03.
 ET0974
 ET0974;                    North         East     Units Scale Factor Converg.
 ET0974;SPC AZ C     -   346,839.746   117,959.300   MT  1.00001216   -0 34 48.8
 ET0974;SPC AZ C     - 1,137,925.68    387,005.58   iFT  1.00001216   -0 34 48.8
 ET0974;UTM  12      - 3,777,573.373   320,087.440   MT  0.99999902   -1 05 40.9
 ET0974
 ET0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0974!SPC AZ C     -   0.99987119  x   1.00001216  =   0.99988334
 ET0974!UTM  12      -   0.99987119  x   0.99999902  =   0.99987021
 ET0974
 ET0974|---------------------------------------------------------------------|
 ET0974| PID    Reference Object                     Distance      Geod. Az  |
 ET0974|                                                           dddmmss.s |
 ET0974| CH3884 PASS RM 1                             9.887 METERS 12403     |
 ET0974| ET1039 MERRIT                              APPROX. 5.3 KM 2472654.1 |
 ET0974| CH3885 PASS RM 2                             8.492 METERS 30512     |
 ET0974|---------------------------------------------------------------------|
 ET0974
 ET0974                          SUPERSEDED SURVEY CONTROL
 ET0974
 ET0974  NAD 83(1992)-  34 07 24.76766(N)    112 57 03.21772(W) AD(       ) 2
 ET0974  NAD 83(1986)-  34 07 24.76673(N)    112 57 03.22110(W) AD(       ) 2
 ET0974  NAD 27      -  34 07 24.67371(N)    112 57 00.54915(W) AD(       ) 2
 ET0974  NGVD 29 (07/19/86)  849.2    (m)         2786.     (f) VERT ANG    3  
 ET0974
 ET0974.Superseded values are not recommended for survey control.
 ET0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0974.See file dsdata.txt to determine how the superseded data were derived.
 ET0974
 ET0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2008777573(NAD 83)
 ET0974_MARKER: DD = SURVEY DISK
 ET0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0974+STABILITY: SURFACE MOTION
 ET0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0974+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 ET0974
 ET0974  HISTORY     - Date     Condition        Report By
 ET0974  HISTORY     - 1980     MONUMENTED       AZDT
 ET0974  HISTORY     - 19980702 GOOD             USPSQD
 ET0974  HISTORY     - 20071005 GOOD             GEOCAC
 ET0974
 ET0974                          STATION DESCRIPTION
 ET0974
 ET0974'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980
 ET0974'THE STATION IS LOCATED 16 1/2 MILES WESTNORTHWEST OF WICKENBURG, 7
 ET0974'MILES WEST OF CONGRESS AND ON TOP OF A HIGHWAY OVERPASS OF US 93-SR71.
 ET0974'
 ET0974'THE STATION MARK IS A STANDARD DISK STAMPED PASS 1980.  IT IS SET IN
 ET0974'TOP OF A CONCRETE MONUMENT ON THE NORTHWEST FILL OF THE OVERPASS 3 1/2
 ET0974'FEET NORTH EAST OF WITNESS POST.
 ET0974'
 ET0974'REFERENCE MARK 1 IS AN ADOT DISK STAMPED PASS RM 1 1980.  IT IS SET
 ET0974'WITH EPOXY TO THE NORTHWEST END OF BRIDGE ABUTTMENT.
 ET0974'
 ET0974'REFERENCE MARK 2 IS AN ADOT DISK STAMPED PASS RM 2 1980.  IT IS SET IN
 ET0974'TOP OF A CONCRETE POST.
 ET0974'
 ET0974'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 ET0974'WICKENBURG, TRAVEL NORTH ALONG US 93 FOR 17 MILES TO OVERPASS AND THE
 ET0974'STATION AT NORTHWEST END OF THE SOUTH BOUND LANE.
 ET0974
 ET0974                          STATION RECOVERY (1998)
 ET0974
 ET0974'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET0974'RECOVERED IN GOOD CONDITION.
 ET0974
 ET0974                          STATION RECOVERY (2007)
 ET0974
 ET0974'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0974'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED. DID NOT SEARCH
 ET0974'FOR REFERENCE MARK 1 OR REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0621 ***********************************************************************
 FQ0621  DESIGNATION -  PASS
 FQ0621  PID         -  FQ0621
 FQ0621  STATE/COUNTY-  AZ/COCONINO
 FQ0621  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0621
 FQ0621                         *CURRENT SURVEY CONTROL
 FQ0621  ___________________________________________________________________
 FQ0621* NAD 83(1992)-  35 21 18.55193(N)    111 33 33.79426(W)     ADJUSTED  
 FQ0621* NAVD 88     -      2292.9    (meters)    7523.     (feet)  VERTCON   
 FQ0621  ___________________________________________________________________
 FQ0621  LAPLACE CORR-          -7.86  (seconds)                    DEFLEC99
 FQ0621  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0621  HORZ ORDER  -  SECOND
 FQ0621
 FQ0621.The horizontal coordinates were established by classical geodetic methods
 FQ0621.and adjusted by the National Geodetic Survey in August 1993.
 FQ0621
 FQ0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0621
 FQ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0621
 FQ0621.The geoid height was determined by GEOID03.
 FQ0621
 FQ0621;                    North         East     Units Scale Factor Converg.
 FQ0621;SPC AZ C     -   483,030.927   245,830.652   MT  0.99991299   +0 12 24.3
 FQ0621;SPC AZ C     - 1,584,747.14    806,531.01   iFT  0.99991299   +0 12 24.3
 FQ0621;UTM  12      - 3,912,572.937   449,176.250   MT  0.99963183   -0 19 25.3
 FQ0621
 FQ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0621!SPC AZ C     -   0.99964384  x   0.99991299  =   0.99955686
 FQ0621!UTM  12      -   0.99964384  x   0.99963183  =   0.99927580
 FQ0621
 FQ0621:                Primary Azimuth Mark                     Grid Az
 FQ0621:SPC AZ C     -  OLD CAVES                                161 55 25.3
 FQ0621:UTM  12      -  OLD CAVES                                162 27 14.9
 FQ0621
 FQ0621|---------------------------------------------------------------------|
 FQ0621| PID    Reference Object                     Distance      Geod. Az  |
 FQ0621|                                                           dddmmss.s |
 FQ0621| FQ0618 OLD CAVES                           APPROX. 9.0 KM 1620749.6 |
 FQ0621| CH3883 PASS RM 2                             7.521 METERS 22840     |
 FQ0621| CH3882 PASS RM 1                            13.728 METERS 31741     |
 FQ0621|---------------------------------------------------------------------|
 FQ0621
 FQ0621                          SUPERSEDED SURVEY CONTROL
 FQ0621
 FQ0621  NAD 83(1986)-  35 21 18.54839(N)    111 33 33.79313(W) AD(       ) 2
 FQ0621  NAD 27      -  35 21 18.51934(N)    111 33 31.21945(W) AD(       ) 2
 FQ0621  NGVD 29 (07/19/86) 2291.9    (m)         7519.     (f) VERT ANG    3  
 FQ0621
 FQ0621.Superseded values are not recommended for survey control.
 FQ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0621.See file dsdata.txt to determine how the superseded data were derived.
 FQ0621
 FQ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4917612573(NAD 83)
 FQ0621_MARKER: DD = SURVEY DISK
 FQ0621_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0621
 FQ0621  HISTORY     - Date     Condition        Report By
 FQ0621  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0621
 FQ0621                          STATION DESCRIPTION
 FQ0621
 FQ0621'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0621'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF FLAGSTAFF, 2-1/4
 FQ0621'MILES WEST-SOUTHWEST OF SUNSET CRATER AND 0.6 MILE EAST OF
 FQ0621'U.S. HIGHWAY 89, ON PROPERTY BELONGING TO THE U.S. FORREST SERVICE.
 FQ0621'
 FQ0621'THE STATION MARK IS A HIGHWAY DEPARTMENT DISK STAMPED, PASS 1321
 FQ0621'1974.  IT IS SET IN TOP OF A PROMINENT OUTCROP WHICH PROJECTS 3
 FQ0621'FEET.
 FQ0621'
 FQ0621'REFERENCE MARK 1 IS A HIGHWAY DEPARTMENT DISK STAMPED, PASS 1321
 FQ0621'RM 1 1974.  IT IS SET IN TOP OF AN OUTCROP WHICH PROJECTS 1 FOOT.
 FQ0621'
 FQ0621'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK, STAMPED, PASS 1321
 FQ0621'RM 2 1974.  IT IS SET IN TOP OF AN OUTCROP WHICH PROJECTS 1/2 FOOT.
 FQ0621'
 FQ0621'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0621'AND U.S. HIGHWAYS 66 AND 89 IN FLAGSTAFF, GO EAST AND NORTH ALONG
 FQ0621'U.S. HIGHWAY 89 FOR 12.5 MILES TO A SIDE ROAD RIGHT (THIS IS 1.4
 FQ0621'MILES SOUTH OF SUNSET CRATER ROAD).  TURN RIGHT FOR 0.15 MILE TO
 FQ0621'A CROSS ROAD.  TURN RIGHT AND GO SOUTH AND EAST FOR 0.65 MILE TO
 FQ0621'THE SECOND NARROW SADDLE AND THE STATION HILL ON THE LEFT.  PACK
 FQ0621'TO HIGHEST POINT OF HILL AND STATION.  A 15 MINUTE PACK.
 FQ0621'
 FQ0621'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0358 ***********************************************************************
 GQ0358  DESIGNATION -  PASS
 GQ0358  PID         -  GQ0358
 GQ0358  STATE/COUNTY-  AZ/MOHAVE
 GQ0358  USGS QUAD   -  DUTCHMAN DRAW (1979)
 GQ0358
 GQ0358                         *CURRENT SURVEY CONTROL
 GQ0358  ___________________________________________________________________
 GQ0358* NAD 83(1992)-  36 41 03.44731(N)    113 26 51.24578(W)     ADJUSTED  
 GQ0358* NAVD 88     -      1631.4    (meters)    5352.     (feet)  VERTCON   
 GQ0358  ___________________________________________________________________
 GQ0358  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GQ0358  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 GQ0358  HORZ ORDER  -  THIRD
 GQ0358
 GQ0358.The horizontal coordinates were established by classical geodetic methods
 GQ0358.and adjusted by the National Geodetic Survey in August 1993.
 GQ0358
 GQ0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0358
 GQ0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0358
 GQ0358.The geoid height was determined by GEOID03.
 GQ0358
 GQ0358;                    North         East     Units Scale Factor Converg.
 GQ0358;SPC AZ W     -   630,501.518   240,389.076   MT  0.99994233   +0 10 50.4
 GQ0358;SPC AZ W     - 2,068,574.53    788,678.07   iFT  0.99994233   +0 10 50.4
 GQ0358;UTM  12      - 4,062,642.151   281,308.737   MT  1.00018925   -1 27 46.0
 GQ0358
 GQ0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0358!SPC AZ W     -   0.99974776  x   0.99994233  =   0.99969010
 GQ0358!UTM  12      -   0.99974776  x   1.00018925  =   0.99993696
 GQ0358
 GQ0358:                Primary Azimuth Mark                     Grid Az
 GQ0358:SPC AZ W     -  PASS AZ MK                               064 47 13.2
 GQ0358:UTM  12      -  PASS AZ MK                               066 25 49.6
 GQ0358
 GQ0358|---------------------------------------------------------------------|
 GQ0358| PID    Reference Object                     Distance      Geod. Az  |
 GQ0358|                                                           dddmmss.s |
 GQ0358| CH3879 PASS AZ MK                                         0645803.6 |
 GQ0358| CH3880 PASS RM 1                             5.795 METERS 12826     |
 GQ0358| CH3881 PASS RM 2                             4.340 METERS 32015     |
 GQ0358|---------------------------------------------------------------------|
 GQ0358
 GQ0358                          SUPERSEDED SURVEY CONTROL
 GQ0358
 GQ0358  NAD 83(1986)-  36 41 03.44379(N)    113 26 51.24436(W) AD(       ) 3
 GQ0358  NAD 27      -  36 41 03.50100(N)    113 26 48.41400(W) AD(       ) 3
 GQ0358  NGVD 29 (07/19/86) 1630.5    (m)         5349.     (f) VERT ANG    3  
 GQ0358
 GQ0358.Superseded values are not recommended for survey control.
 GQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0358.See file dsdata.txt to determine how the superseded data were derived.
 GQ0358
 GQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8130962642(NAD 83)
 GQ0358_MARKER: DS = TRIANGULATION STATION DISK
 GQ0358_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0358
 GQ0358  HISTORY     - Date     Condition        Report By
 GQ0358  HISTORY     - 1953     MONUMENTED       CGS
 GQ0358
 GQ0358                          STATION DESCRIPTION
 GQ0358
 GQ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0358'THE STATION IS ABOUT 30 MILES SOUTH BY EAST OF ST. GEORGE, UTAH,
 GQ0358'21 MILES NORTH-NORTHWEST OF MT. TRUMBULL POST OFFICE, AND 8
 GQ0358'MILES SOUTHEAST OF A CABIN AND CORRAL THAT IS KNOWN AS WOLF HOLE.
 GQ0358'IT IS ON THE HIGHEST PART OF A SHARP BUTTE THAT IS THE SOUTH
 GQ0358'ONE OF A GROUP OF BUTTES LYING ALONG A RIM.  IT IS ABOUT 0.8
 GQ0358'MILE EAST OF THE ROAD THAT RUNS SOUTH FROM WOLF HOLE TO MT.
 GQ0358'TRUMBULL POST OFFICE AND 0.4 MILE SOUTH OF A ROAD AT THE POINT
 GQ0358'WHERE IT CROSSES THE PASS AND CONTINUES EASTERLY INTO
 GQ0358'HURRICANE VALLEY.
 GQ0358'
 GQ0358'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0358'GO EAST FOR 0.7 MILE TO A STREET INTERSECTION.  TURN RIGHT AND
 GQ0358'GO SOUTH AND EAST ON THE MAIN ROAD FOR 2.1 MILES TO A FORK AT
 GQ0358'THE SOUTH END OF THE BRIDGE OVER THE VIRGIN RIVER.  TAKE THE
 GQ0358'RIGHT FORK AND CONTINUE SOUTH ON THE MAIN ROAD FOR 1.4 MILES
 GQ0358'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE MAIN
 GQ0358'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 GQ0358'SOUTH ON THE MAIN ROAD FOR 23.1 MILES TO WOLF HOLE (CABIN
 GQ0358'AND CORRAL) ON THE RIGHT.  CONTINUE SOUTH FOR 0.55
 GQ0358'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 GQ0358'SOUTH-SOUTHEAST FOR 2.6 MILES TO A FORK.  TAKE THE LEFT
 GQ0358'FORK AND CONTINUE EAST-SOUTHEAST FOR 4.7 MILES TO A ROAD ON THE
 GQ0358'LEFT.  TURN LEFT AND GO EAST UP HILL FOR 0.7 MILE.  TURN
 GQ0358'RIGHT AND GO SOUTHEAST ACROSS COUNTRY AND UP THE DRAW FOR 0.3
 GQ0358'MILE TO THE BASE OF THE BUTTE AND THE END OF TRUCK TRAVEL.
 GQ0358'FROM THE END OF TRUCK TRAVEL CONTINUE STRAIGHT AHEAD TO THE
 GQ0358'SUMMIT AND THE STATION, ABOUT A 25-MINUTE PACK.
 GQ0358'
 GQ0358'THE STATION MARK IS A STANDARD DISK STAMPED PASS 1953.  IT IS
 GQ0358'ON THE HIGHEST POINT OF THE BUTTE AND IN A BEDROCK OUTCROP
 GQ0358'PROJECTING 3 INCHES ABOVE THE GROUND.
 GQ0358'
 GQ0358'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PASS NO 1 1953.  IT
 GQ0358'IS SET IN A BEDROCK LEDGE THAT PROJECTS 10 INCHES AND IS 1 FOOT
 GQ0358'LOWER THAN THE STATION MARK.
 GQ0358'
 GQ0358'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PASS NO 2 1953.
 GQ0358'IT IS SET IN A BEDROCK OUTCROP PROJECTING 14 INCHES AND IS
 GQ0358'1 FOOT LOWER THAN THE STATION MARK.
 GQ0358'
 GQ0358'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PASS 1953.  IT IS SET
 GQ0358'IN A BEDROCK OUTCROP PROJECTING 6 INCHES ABOVE THE GROUND.
 GQ0358'IT IS 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING TO
 GQ0358'HURRICANE VALLEY, 20 FEET WEST OF THE RIM OF A CANYON AND 4 FEET
 GQ0358'SOUTHWEST OF A CAIRN.
 GQ0358'
 GQ0358'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE ROAD IS LEFT
 GQ0358'ENROUTE TO THE STATION GO EASTERLY ON THE ROAD FOR 0.8 MILE TO
 GQ0358'A POINT WHERE THE ROAD BEARS LEFT TO DESCEND INTO A CANYON.
 GQ0358'THE AZIMUTH MARK IS ON THE RIGHT, SOUTH, SIDE OF THE ROAD AT
 GQ0358'THIS POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1046 ***********************************************************************
 CG1046  DESIGNATION -  PASS
 CG1046  PID         -  CG1046
 CG1046  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1046  USGS QUAD   -  O'DONNELL CANYON (1983)
 CG1046
 CG1046                         *CURRENT SURVEY CONTROL
 CG1046  ___________________________________________________________________
 CG1046* NAD 83(1992)-  31 30 24.21960(N)    110 34 14.50629(W)     ADJUSTED  
 CG1046* NAVD 88     -      1863.     (meters)    6112.     (feet)  SCALED    
 CG1046  ___________________________________________________________________
 CG1046  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 CG1046  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CG1046  HORZ ORDER  -  FIRST
 CG1046
 CG1046.The horizontal coordinates were established by classical geodetic methods
 CG1046.and adjusted by the National Geodetic Survey in August 1993.
 CG1046
 CG1046.The orthometric height was scaled from a topographic map.
 CG1046
 CG1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1046
 CG1046.The geoid height was determined by GEOID03.
 CG1046
 CG1046;                    North         East     Units Scale Factor Converg.
 CG1046;SPC AZ C     -    56,962.120   341,213.755   MT  1.00010156   +0 42 12.6
 CG1046;SPC AZ C     -   186,883.60  1,119,467.70   iFT  1.00010156   +0 42 12.6
 CG1046;SPC AZ E     -    56,247.935   174,982.698   MT  0.99991816   -0 12 40.1
 CG1046;SPC AZ E     -   184,540.47    574,090.22   iFT  0.99991816   -0 12 40.1
 CG1046;UTM  12      - 3,485,842.113   540,765.800   MT  0.99962050   +0 13 27.7
 CG1046
 CG1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1046!SPC AZ C     -   0.99971199  x   1.00010156  =   0.99981352
 CG1046!SPC AZ E     -   0.99971199  x   0.99991816  =   0.99963018
 CG1046!UTM  12      -   0.99971199  x   0.99962050  =   0.99933260
 CG1046
 CG1046:                Primary Azimuth Mark                     Grid Az
 CG1046:SPC AZ C     -  CANELO                                   132 07 20.4
 CG1046:SPC AZ E     -  CANELO                                   133 02 13.1
 CG1046:UTM  12      -  CANELO                                   132 36 05.3
 CG1046
 CG1046|---------------------------------------------------------------------|
 CG1046| PID    Reference Object                     Distance      Geod. Az  |
 CG1046|                                                           dddmmss.s |
 CG1046| CG1000 CANELO                              APPROX. 3.9 KM 1324933.0 |
 CG1046| CC7955 PASS RM 1                             5.798 METERS 18653     |
 CG1046| CC7956 PASS RM 2                             6.546 METERS 28024     |
 CG1046|---------------------------------------------------------------------|
 CG1046
 CG1046                          SUPERSEDED SURVEY CONTROL
 CG1046
 CG1046  NAD 83(1986)-  31 30 24.20839(N)    110 34 14.49764(W) AD(       ) 1
 CG1046  NAD 27      -  31 30 23.86600(N)    110 34 12.19200(W) AD(       ) 1
 CG1046
 CG1046.Superseded values are not recommended for survey control.
 CG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1046.See file dsdata.txt to determine how the superseded data were derived.
 CG1046
 CG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV4076685842(NAD 83)
 CG1046_MARKER: DS = TRIANGULATION STATION DISK
 CG1046_SETTING: 80 = SET IN A BOULDER
 CG1046_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1046
 CG1046  HISTORY     - Date     Condition        Report By
 CG1046  HISTORY     - 1938     MONUMENTED       CGS
 CG1046  HISTORY     - 1947     GOOD             AMS
 CG1046
 CG1046                          STATION DESCRIPTION
 CG1046
 CG1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1046'STATION IS LOCATED ON A PROMINENT ROUND TOP RIDGE, THE HIGHEST
 CG1046'POINT IN THE VICINITY, ABOUT 11.0 MILES S OF THE TOWN OF ELGIN
 CG1046'AND 3.0 MILES SW OF CANILLE STORE ON THE THIRD AND HIGHEST POINT
 CG1046'NW OF CANELO PASS ABOUT 1-1/4 MILES NW OF THE PASS-ELGIN ROAD.
 CG1046'
 CG1046'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG1046'ROCK.
 CG1046'
 CG1046'TO REACH FROM ELGIN GO S ON THE CANELO ROAD 15.0 MILES TO CANILLE
 CG1046'STORE.  CONTINUE S ON THE PASS ROAD 3.8 MILES TO A CATTLE GUARD
 CG1046'AND LINE FENCE AT THE HIGHEST POINT ON THE ROAD WHICH IS CANELO
 CG1046'PASS.  END OF TRUCK TRAVEL.  PACK NW AND N ALONG THE MAIN RIDGE
 CG1046'TO THE THIRD AND HIGHEST POINT AND STATION.
 CG1046'
 CG1046'STATION CANELO ABOUT 3.0 MILES SE USED AS AZIMUTH MARK.  IT IS
 CG1046'THE FIRST PROMINENT POINT SE OF THE PASS.
 CG1046'
 CG1046'STATION SAN RAFAEL USGS BENCH MARK IS ABOUT 4.0 MILES SSW ON THE
 CG1046'S SIDE OF THE MAIN ROAD.
 CG1046'
 CG1046'STATION AND REFERENCE MARKS ARE ON BARE HILL TOP AND EASILY LOCATED.
 CG1046
 CG1046                          STATION RECOVERY (1947)
 CG1046
 CG1046'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG1046'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD CONDITION.
 CG1046'THE CANILLE MERCANTILE COMPANY STORE IS DESTROYED.  STATION MARK
 CG1046'IS STAMPED PASS 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1118 ***********************************************************************
 ES1118  DESIGNATION -  PASS
 ES1118  PID         -  ES1118
 ES1118  STATE/COUNTY-  AZ/COCONINO
 ES1118  USGS QUAD   -  SUNSET PASS (1986)
 ES1118
 ES1118                         *CURRENT SURVEY CONTROL
 ES1118  ___________________________________________________________________
 ES1118* NAD 83(1992)-  34 52 06.23785(N)    110 54 18.94262(W)     ADJUSTED  
 ES1118* NAVD 88     -      1703.2    (meters)    5588.     (feet)  VERTCON   
 ES1118  ___________________________________________________________________
 ES1118  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 ES1118  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ES1118  HORZ ORDER  -  SECOND
 ES1118
 ES1118.The horizontal coordinates were established by classical geodetic methods
 ES1118.and adjusted by the National Geodetic Survey in August 1993.
 ES1118
 ES1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1118
 ES1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1118
 ES1118.The geoid height was determined by GEOID03.
 ES1118
 ES1118;                    North         East     Units Scale Factor Converg.
 ES1118;SPC AZ C     -   429,442.605   305,829.304   MT  1.00000535   +0 34 41.7
 ES1118;SPC AZ C     - 1,408,932.43  1,003,376.98   iFT  1.00000535   +0 34 41.7
 ES1118;UTM  12      - 3,858,453.310   508,658.833   MT  0.99960092   +0 03 15.0
 ES1118
 ES1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1118!SPC AZ C     -   0.99973649  x   1.00000535  =   0.99974184
 ES1118!UTM  12      -   0.99973649  x   0.99960092  =   0.99933752
 ES1118
 ES1118|---------------------------------------------------------------------|
 ES1118| PID    Reference Object                     Distance      Geod. Az  |
 ES1118|                                                           dddmmss.s |
 ES1118| CD2454 PASS RM 1                            10.671 METERS 05112     |
 ES1118| ES1122 2LC                                 APPROX. 2.7 KM 0512839.0 |
 ES1118| CD2455 PASS RM 2                            10.448 METERS 23057     |
 ES1118|---------------------------------------------------------------------|
 ES1118
 ES1118                          SUPERSEDED SURVEY CONTROL
 ES1118
 ES1118  NAD 83(1986)-  34 52 06.23180(N)    110 54 18.94450(W) AD(       ) 2
 ES1118  NAD 27      -  34 52 06.14920(N)    110 54 16.45504(W) AD(       ) 2
 ES1118  NGVD 29 (07/19/86) 1702.3    (m)         5585.     (f) VERT ANG    3  
 ES1118
 ES1118.Superseded values are not recommended for survey control.
 ES1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1118.See file dsdata.txt to determine how the superseded data were derived.
 ES1118
 ES1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0865958453(NAD 83)
 ES1118_MARKER: DD = SURVEY DISK
 ES1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1118+STABILITY: SURFACE MOTION
 ES1118
 ES1118  HISTORY     - Date     Condition        Report By
 ES1118  HISTORY     - 1979     MONUMENTED       AZDT
 ES1118
 ES1118                          STATION DESCRIPTION
 ES1118
 ES1118'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1118'THE STATION IS LOCATED 16 AIRLINE MILES SOUTHWEST OF WINSLOW AND ALONG
 ES1118'SR 87.
 ES1118'
 ES1118'THE STATION MARK IS A STANDARD ADOT DISK SET IN A CONCRETE  POST AND
 ES1118'STAMPED---PASS 1980---WITH A WITNESS POST AND SIGN 2.5 FT NW OF THE
 ES1118'STATION.
 ES1118'
 ES1118'THE UNDERGROUND MARK IS A STANDARD ADOT DISK SET IN CONCRETE 35 IN.
 ES1118'BELOW THE STATION MARK AND STAMPED---PASS---.
 ES1118'
 ES1118'REFERENCE MARK NO. 1 IS A STANDARD ADOT DISK SET IN CONCRETE 97 FT
 ES1118'WEST OF THE CENTERLINE OF SR 87 AND STAMPED---PASS RM 1 1980---.
 ES1118'
 ES1118'REFERENCE MARK NO. 2 IS A STANDARD ADOT DISK SET IN CONCRETE 97 FT
 ES1118'WEST OF THE CENTERLINE OF SR 87 AND STAMPED---PASS RM 2 1980---.
 ES1118'
 ES1118'NO AZIMUTH MARK WAS SET.  STATION BM 2LC MAY BE USED AS AZ MK.
 ES1118'
 ES1118'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR 16.
 ES1118'35 MILES TO THE STATION ON THE RIGHT, 97 FT WEST OF THE CENTERLINE OF
 ES1118'SR-87 IN SUNSET PASS.  THIS STATION IS ABOUT 1000 FT NORTH OF A ROAD
 ES1118'TO A CINDER PIT AND 700 FT NORTH OF A HIGHWAY MIXING TABLE.   A DRIVE
 ES1118'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1934 ***********************************************************************
 CZ1934  DESIGNATION -  PASS
 CZ1934  PID         -  CZ1934
 CZ1934  STATE/COUNTY-  AZ/PINAL
 CZ1934  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1934
 CZ1934                         *CURRENT SURVEY CONTROL
 CZ1934  ___________________________________________________________________
 CZ1934* NAD 83(1992)-  32 38 36.92889(N)    111 23 42.32072(W)     ADJUSTED  
 CZ1934* NAVD 88     -       605.7    (meters)    1987.     (feet)  VERTCON   
 CZ1934  ___________________________________________________________________
 CZ1934  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 CZ1934  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1934  HORZ ORDER  -  FIRST
 CZ1934
 CZ1934.The horizontal coordinates were established by classical geodetic methods
 CZ1934.and adjusted by the National Geodetic Survey in August 1993.
 CZ1934
 CZ1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1934
 CZ1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1934
 CZ1934.The geoid height was determined by GEOID03.
 CZ1934
 CZ1934;                    North         East     Units Scale Factor Converg.
 CZ1934;SPC AZ C     -   182,349.459   262,293.523   MT  0.99992952   +0 16 52.9
 CZ1934;SPC AZ C     -   598,259.38    860,543.05   iFT  0.99992952   +0 16 52.9
 CZ1934;UTM  12      - 3,611,845.491   462,944.626   MT  0.99961693   -0 12 47.2
 CZ1934
 CZ1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1934!SPC AZ C     -   0.99990957  x   0.99992952  =   0.99983910
 CZ1934!UTM  12      -   0.99990957  x   0.99961693  =   0.99952654
 CZ1934
 CZ1934|---------------------------------------------------------------------|
 CZ1934| PID    Reference Object                     Distance      Geod. Az  |
 CZ1934|                                                           dddmmss.s |
 CZ1934| CZ1945 PASS RM 3                            99.420 METERS 00059     |
 CZ1934| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX.13.5 KM 1375807.1 |
 CZ1934| CH6061 PASS RM 2                             5.587 METERS 19553     |
 CZ1934| CH6060 PASS RM 1                             4.241 METERS 26121     |
 CZ1934| CH5485 I10 STA 7+63.18                                    3421618.1 |
 CZ1934|---------------------------------------------------------------------|
 CZ1934
 CZ1934                          SUPERSEDED SURVEY CONTROL
 CZ1934
 CZ1934  NAD 83(1986)-  32 38 36.92074(N)    111 23 42.32012(W) AD(       ) 1
 CZ1934  NAD 27      -  32 38 36.68570(N)    111 23 39.91630(W) AD(       ) 1
 CZ1934  NGVD 29 (07/19/86)  605.1    (m)         1985.     (f) VERT ANG    3  
 CZ1934
 CZ1934.Superseded values are not recommended for survey control.
 CZ1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1934.See file dsdata.txt to determine how the superseded data were derived.
 CZ1934
 CZ1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6294511845(NAD 83)
 CZ1934_MARKER: DS = TRIANGULATION STATION DISK
 CZ1934_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1934+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1934
 CZ1934  HISTORY     - Date     Condition        Report By
 CZ1934  HISTORY     - 1960     MONUMENTED       CGS
 CZ1934  HISTORY     - 1968     GOOD             DMA
 CZ1934  HISTORY     - 1971     GOOD             NGS
 CZ1934  HISTORY     - 20040513 GOOD             NGS
 CZ1934  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1934
 CZ1934                          STATION DESCRIPTION
 CZ1934
 CZ1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1934'STATION IS LOCATED IN THE PICACHO PASS AREA, 11-1/2 MILES
 CZ1934'AIRLINE SE OF ELOY ON A LOW PROTRUDING RIDGE POINT 0.35
 CZ1934'MILES NE OF AN ABANDONED AIRWAY BEACON.
 CZ1934'
 CZ1934'THE STATION MARK IS A STANDARD DISK CEMENTED IN DRILL HOLE
 CZ1934'IN SOLID ROCK, AND STAMPED PASS 1960.
 CZ1934'
 CZ1934'REFERENCE MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES
 CZ1934'IN BEDROCK, AND STAMPED PASS NO 1 AND 2 1960, RESPECTIVELY.
 CZ1934'
 CZ1934'PASS S.E. BASE WILL SERVE AS AN AZIMUTH MARK, AND IS A STANDARD
 CZ1934'STATION MARK DISK, STAMPED PASS S.E. BASE 1960, CEMENTED
 CZ1934'IN DRILL HOLE IN THE NORTHEAST END OF A CONCRETE CULVERT
 CZ1934'FLOOR.
 CZ1934
 CZ1934                          STATION RECOVERY (1968)
 CZ1934
 CZ1934'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968 (DAC)
 CZ1934'STATION MARK AND BOTH R.M.S WERE RECOVERED AS DESCRIBED.
 CZ1934'IT IS ABOUT A 5-MINUTE PACK TO THE STATION FROM END OF TRUCK
 CZ1934'TRAVEL ON GAS-PIPELINE ROAD.
 CZ1934
 CZ1934                          STATION RECOVERY (1971)
 CZ1934
 CZ1934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1934'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CZ1934'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK, PASS
 CZ1934'S E BASE 1960, WAS SEARCHED FOR BUT IS BELIEVED TO BE DESTROYED BY
 CZ1934'ROAD CONSTRUCTION.  THE DISTANCE TO REFERENCE MARK 1 COMPARED
 CZ1934'FAVORABLY WITH THE 1960 DATA.  A LONGER DISTANCE OF 0.014 METER
 CZ1934'IN THE DISTANCE TO REFERENCE MARK 2 WAS NOTED AND VERIFIED AT THIS
 CZ1934'TIME.  A REFERENCE MARK 3 AND AN AZIMUTH MARK, (ARIZONA HIGHWAY
 CZ1934'DEPARTMENT) WERE ESTABLISHED AT THIS DATE.  A COMPLETE NEW
 CZ1934'DESCRIPTION FOLLOWS--
 CZ1934'
 CZ1934'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF PICACHO, 6 MILES
 CZ1934'NORTHWEST OF RED ROCK, 0.5 MILE SOUTHWEST OF INTERSTATE HIGHWAY 10
 CZ1934'AND ON A LOW PROTRUDING POINT ON THE NORTH SLOPE OF PICACHO PEAK.
 CZ1934'
 CZ1934'TO REACH THE STATION FROM UNDER THE CENTER OF THE OVERPASS ON
 CZ1934'INTERSTATE HIGHWAY 10 AT THE PICACHO STATE PARK EXIT, ABOUT 8 MILES
 CZ1934'SOUTHEAST OF THE CITY PICACHO GO SOUTH ON PICACHO PEAK ROAD FOR 0.2
 CZ1934'MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK.  TURN LEFT AND GO
 CZ1934'SOUTH ON THE GRAVELED ROAD FOR 0.1 MILE TO A REVERSE FORK.  TAKE
 CZ1934'THE LEFT FORK AND GO EASTERLY ON THE PIPELINE ROAD FOR 0.1 MILE
 CZ1934'TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE EASTERLY ON THE
 CZ1934'PIPELINE ROAD FOR 0.1 MILE TO THE BOTTOM OF A WASH AND THE END OF
 CZ1934'TRUCK TRAVEL.  PACK WESTERLY UPHILL TO A LOW PROTRUDING POINT AND
 CZ1934'THE STATION.  ABOUT 5 MINUTE PACK.
 CZ1934'
 CZ1934'THE STATION MARK IS A STANDARD DISK STAMPED PASS 1960, CEMENTED IN A
 CZ1934'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 13 FEET SOUTHWEST OF A
 CZ1934'CAIRN AND 7 FEET SOUTH OF THE NORTH EDGE OF A CLIFF.
 CZ1934'
 CZ1934'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PASS NO 1 1960, CEMENTED
 CZ1934'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 23 FEET SOUTHWEST OF
 CZ1934'A CAIRN AND 3 FEET SOUTH OF THE NORTH EDGE OF A CLIFF.
 CZ1934'
 CZ1934'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PASS NO 2 1960, CEMENTED
 CZ1934'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 31 FEET
 CZ1934'SOUTH-SOUTHWEST OF A CAIRN AND 20 FEET SOUTH OF THE NORTH EDGE OF A
 CZ1934'CLIFF.
 CZ1934'
 CZ1934'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PASS RM 3 1960, 1971,
 CZ1934'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 55 FEET
 CZ1934'NORTH-NORTHEAST OF A FENCE AND 22 FEET NORTH-NORTHEAST OF THE
 CZ1934'CENTER OF THE ROAD.
 CZ1934'
 CZ1934'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED STA
 CZ1934'7+63.18 1969, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 4
 CZ1934'INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 CZ1934'IT IS 50 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD AND 4 FEET
 CZ1934'EAST OF A METAL HIGHWAY RIGHT-OF-WAY MARKER LETTERED POT 7+63.18.
 CZ1934'
 CZ1934'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHWEST
 CZ1934'OF RED ROCK.
 CZ1934
 CZ1934                          STATION RECOVERY (2004)
 CZ1934
 CZ1934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1934'RECOVERED IN GOOD CONDITION.
 CZ1934
 CZ1934                          STATION RECOVERY (2008)
 CZ1934
 CZ1934'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 CZ1934'RECOVERED PASS, PASS RM1, PASS RM2 AND PASS RM3 (PID CZ1945) IN GOOD
 CZ1934'CONDITION.  DID
 CZ1934'NOT ATTEMPT TO LOCATE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0500 ***********************************************************************
 GP0500  DESIGNATION -  PASS
 GP0500  PID         -  GP0500
 GP0500  STATE/COUNTY-  AZ/COCONINO
 GP0500  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0500
 GP0500                         *CURRENT SURVEY CONTROL
 GP0500  ___________________________________________________________________
 GP0500* NAD 83(1992)-  36 39 56.46857(N)    111 37 52.03398(W)     ADJUSTED  
 GP0500* NAVD 88     -      1971.6    (meters)    6468.     (feet)  VERTCON   
 GP0500  ___________________________________________________________________
 GP0500  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 GP0500  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GP0500  HORZ ORDER  -  SECOND
 GP0500
 GP0500.The horizontal coordinates were established by classical geodetic methods
 GP0500.and adjusted by the National Geodetic Survey in August 1993.
 GP0500
 GP0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0500
 GP0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0500
 GP0500.The geoid height was determined by GEOID03.
 GP0500
 GP0500;                    North         East     Units Scale Factor Converg.
 GP0500;SPC AZ C     -   628,411.424   238,885.258   MT  0.99990802   +0 10 13.8
 GP0500;SPC AZ C     - 2,061,717.27    783,744.28   iFT  0.99990802   +0 10 13.8
 GP0500;UTM  12      - 4,057,972.338   443,600.156   MT  0.99963919   -0 22 36.8
 GP0500
 GP0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0500!SPC AZ C     -   0.99969428  x   0.99990802  =   0.99960233
 GP0500!UTM  12      -   0.99969428  x   0.99963919  =   0.99933358
 GP0500
 GP0500:                Primary Azimuth Mark                     Grid Az
 GP0500:SPC AZ C     -  RED                                      033 52 27.5
 GP0500:UTM  12      -  RED                                      034 25 18.1
 GP0500
 GP0500|---------------------------------------------------------------------|
 GP0500| PID    Reference Object                     Distance      Geod. Az  |
 GP0500|                                                           dddmmss.s |
 GP0500| GP0503 RED                                 APPROX. 5.4 KM 0340241.3 |
 GP0500| CR7991 PASS RM 1                             9.955 METERS 15953     |
 GP0500| CR7992 PASS RM 2                             7.769 METERS 33805     |
 GP0500|---------------------------------------------------------------------|
 GP0500
 GP0500                          SUPERSEDED SURVEY CONTROL
 GP0500
 GP0500  NAD 83(1986)-  36 39 56.46488(N)    111 37 52.03083(W) AD(       ) 2
 GP0500  NGVD 29 (07/12/88) 1970.6    (m)         6465.     (f) VERT ANG    3  
 GP0500
 GP0500.Superseded values are not recommended for survey control.
 GP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0500.See file dsdata.txt to determine how the superseded data were derived.
 GP0500
 GP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4360057972(NAD 83)
 GP0500_MARKER: DS = TRIANGULATION STATION DISK
 GP0500_SETTING: 66 = SET IN ROCK OUTCROP
 GP0500_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0500+STABILITY: POSITION/ELEVATION WELL
 GP0500
 GP0500  HISTORY     - Date     Condition        Report By
 GP0500  HISTORY     - 1983     MONUMENTED       AZDT
 GP0500
 GP0500                          STATION DESCRIPTION
 GP0500
 GP0500'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0500'THE STATION IS LOCATED 19-1/2 MILES SOUTHWEST OF PAGE, 2-1/2 MILES
 GP0500'NORTHEAST OF BITTER SPRINGS ALONG U.S. HIGHWAY 89.
 GP0500'
 GP0500'THE STATION MARK IS AN AZDT DISK STAMPED---PASS 1983---.  IT IS SET IN
 GP0500'A DRILL HOLE IN SANDSTONE 6 FEET NORTH OF A WITNESS POST.
 GP0500'
 GP0500'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PASS RM 1 1983---.  IT IS
 GP0500'SET IN A DRILL HOLE IN SANDSTONE.
 GP0500'
 GP0500'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PASS RM 2 1983---.  IT IS
 GP0500'SET IN A DRILL HOLE IN SANDSTONE.
 GP0500'
 GP0500'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0500'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0500'TO THE JUNCTION OF U.S. HIGHWAYS 89L AND 89.  TURN LEFT AND TRAVEL
 GP0500'SOUTH ALONG U.S. 89 FOR 20.0 MILES TO MILE POST 527.8 AND A TRAFFIC
 GP0500'PULLOUT AREA ON THE RIGHT.  TURN LEFT PASSING THROUGH A GATE TRAVEL
 GP0500'FOR 150 FEET TO A FORK.  TAKE THE RIGHT FORK SOUTH ALONG A TRAIL ROAD
 GP0500'FOR 0.3 MILE TO DIM TRACKS ON THE RIGHT.  TURN RIGHT FOR 0.15 MILE TO
 GP0500'END OF TRUCK TRAVEL AT THE BASE OF A SANDSTONE KNOB.  PACK WEST AND
 GP0500'NORTH TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1945 ***********************************************************************
 CZ1945  DESIGNATION -  PASS RM 3
 CZ1945  PID         -  CZ1945
 CZ1945  STATE/COUNTY-  AZ/PINAL
 CZ1945  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1945
 CZ1945                         *CURRENT SURVEY CONTROL
 CZ1945  ___________________________________________________________________
 CZ1945* NAD 83(1992)-  32 38 40.15582(N)    111 23 42.25508(W)     ADJUSTED  
 CZ1945* NAVD 88     -       566.4    (meters)    1858.     (feet)  VERTCON   
 CZ1945  ___________________________________________________________________
 CZ1945  X           -  -1,961,255.354 (meters)                     COMP
 CZ1945  Y           -  -5,005,801.420 (meters)                     COMP
 CZ1945  Z           -   3,421,115.508 (meters)                     COMP
 CZ1945  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 CZ1945  ELLIP HEIGHT-         536.400 (meters)          (08/23/93) ADJUSTED
 CZ1945  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ1945  OBS GRAVITY -     979,344.9   (mgal)                       GRAV_OBS
 CZ1945
 CZ1945  HORZ ORDER  -  SECOND
 CZ1945  ELLP ORDER  -  FOURTH    CLASS II
 CZ1945
 CZ1945.The horizontal coordinates were established by classical geodetic methods
 CZ1945.and adjusted by the National Geodetic Survey in August 1993.
 CZ1945
 CZ1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1945
 CZ1945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1945
 CZ1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1945
 CZ1945.The ellipsoidal height was determined by GPS observations
 CZ1945.and is referenced to NAD 83.
 CZ1945
 CZ1945.The geoid height was determined by GEOID03.
 CZ1945.The observed gravity was obtained from relative gravimeter ties
 CZ1945.to the IGSN71 gravity network.
 CZ1945
 CZ1945;                    North         East     Units Scale Factor Converg.
 CZ1945;SPC AZ C     -   182,448.865   262,294.745   MT  0.99992952   +0 16 52.9
 CZ1945;SPC AZ C     -   598,585.52    860,547.06   iFT  0.99992952   +0 16 52.9
 CZ1945;UTM  12      - 3,611,944.852   462,946.705   MT  0.99961693   -0 12 47.2
 CZ1945
 CZ1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1945!SPC AZ C     -   0.99991579  x   0.99992952  =   0.99984531
 CZ1945!UTM  12      -   0.99991579  x   0.99961693  =   0.99953275
 CZ1945
 CZ1945                          SUPERSEDED SURVEY CONTROL
 CZ1945
 CZ1945  NAD 83(1986)-  32 38 40.15107(N)    111 23 42.25441(W) AD(       ) 2
 CZ1945  NAD 27      -  32 38 39.91660(N)    111 23 39.85050(W) AD(       ) 2
 CZ1945  NGVD 29 (08/19/88)  565.9    (m)         1857.     (f) GPS OBS     3  
 CZ1945
 CZ1945.Superseded values are not recommended for survey control.
 CZ1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1945.See file dsdata.txt to determine how the superseded data were derived.
 CZ1945
 CZ1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6294711945(NAD 83)
 CZ1945_MARKER: DR = REFERENCE MARK DISK
 CZ1945_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1945+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1945
 CZ1945  HISTORY     - Date     Condition        Report By
 CZ1945  HISTORY     - 1971     MONUMENTED       NGS
 CZ1945  HISTORY     - 19840319 GOOD
 CZ1945  HISTORY     - 20040513 GOOD             NGS
 CZ1945  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1945
 CZ1945                          STATION DESCRIPTION
 CZ1945
 CZ1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1945'STATION MARK IS A STANDARD DISK STAMPED PASS RM 3 1960 1971, CEMENTED
 CZ1945'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 55 FT NORTH-NORTHEAST
 CZ1945'OF A FENCE AND 22 FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD.
 CZ1945
 CZ1945                          STATION RECOVERY (1984)
 CZ1945
 CZ1945'RECOVERED 1984
 CZ1945'RECOVERED IN GOOD CONDITION.
 CZ1945
 CZ1945                          STATION RECOVERY (2004)
 CZ1945
 CZ1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1945'TO ACCESS FROM EXIT 219 OF I-10, GO SW THEN W ON PICACO PEAK PARK ROAD
 CZ1945'FOR 0.13 MI.  TURN LEFT ONTO DIRT ROAD, GO 0.1 TO GAS TAP T-20 AT
 CZ1945'REVERSE FORK, TURN LEFT (SE) ONTO GAS PIPE LINE ROAD AND GO 0.1 MI TO
 CZ1945'MARK ON LEFT.
 CZ1945'DISK SET SET IN BOULDER (OR OUTCROP) SURROUNDED BY A 0.51 M BY 0.37 M
 CZ1945'CONCRETE PAD SET BY DRP OF USGS IN 1986 AND INSCRIBED 'PICACHO GRAVITY
 CZ1945'BASE.'  MARK IS 6.7 M NE OF CENTER OF DIRT ROAD, 2.8 M NE OF A WITNESS
 CZ1945'POST, 2.8 M NW OF AN EYE-BOLT SET IN ROCK AND ABOUT 0.4 M BELOW ROAD.
 CZ1945
 CZ1945                          STATION RECOVERY (2008)
 CZ1945
 CZ1945'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 CZ1945'RECOVERED PASS RM3 IN GOOD CONDITION, AS IS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1937 ***********************************************************************
 CZ1937  DESIGNATION -  PASS SE BASE
 CZ1937  PID         -  CZ1937
 CZ1937  STATE/COUNTY-  AZ/PINAL
 CZ1937  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1937
 CZ1937                         *CURRENT SURVEY CONTROL
 CZ1937  ___________________________________________________________________
 CZ1937* NAD 83(1992)-  32 38 43.87000(N)    111 23 25.38431(W)     ADJUSTED  
 CZ1937* NAVD 88     -       548.     (meters)    1798.     (feet)  VERTCON   
 CZ1937  ___________________________________________________________________
 CZ1937  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CZ1937  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ1937  HORZ ORDER  -  THIRD
 CZ1937
 CZ1937.The horizontal coordinates were established by classical geodetic methods
 CZ1937.and adjusted by the National Geodetic Survey in August 1993.
 CZ1937
 CZ1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1937
 CZ1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1937
 CZ1937.The geoid height was determined by GEOID03.
 CZ1937
 CZ1937;                    North         East     Units Scale Factor Converg.
 CZ1937;SPC AZ C     -   182,565.440   262,733.842   MT  0.99993005   +0 17 02.1
 CZ1937;SPC AZ C     -   598,967.98    861,987.67   iFT  0.99993005   +0 17 02.1
 CZ1937;UTM  12      - 3,612,057.597   463,386.654   MT  0.99961653   -0 12 38.1
 CZ1937
 CZ1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1937!SPC AZ C     -   0.99991869  x   0.99993005  =   0.99984875
 CZ1937!UTM  12      -   0.99991869  x   0.99961653  =   0.99953526
 CZ1937
 CZ1937|---------------------------------------------------------------------|
 CZ1937| PID    Reference Object                     Distance      Geod. Az  |
 CZ1937|                                                           dddmmss.s |
 CZ1937| CZ1938 BM                                    0.927 METERS 03740     |
 CZ1937| CZ1934 PASS                                490.472 METERS 2440919.9 |
 CZ1937|---------------------------------------------------------------------|
 CZ1937
 CZ1937                          SUPERSEDED SURVEY CONTROL
 CZ1937
 CZ1937  NAD 83(1986)-  32 38 43.86181(N)    111 23 25.38386(W) AD(       ) 3
 CZ1937  NAD 27      -  32 38 43.62680(N)    111 23 22.98030(W) AD(       ) 3
 CZ1937  NGVD 29 (07/19/86)  547.     (m)         1795.     (f) VERT ANG    3  
 CZ1937
 CZ1937.Superseded values are not recommended for survey control.
 CZ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1937.See file dsdata.txt to determine how the superseded data were derived.
 CZ1937
 CZ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6338712058(NAD 83)
 CZ1937_MARKER: DS = TRIANGULATION STATION DISK
 CZ1937_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ1937+WITH SETTING: PAVEMENT
 CZ1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1937
 CZ1937  HISTORY     - Date     Condition        Report By
 CZ1937  HISTORY     - 1960     MONUMENTED       CGS
 CZ1937  HISTORY     - 1968     GOOD             AMS
 CZ1937
 CZ1937                          STATION DESCRIPTION
 CZ1937
 CZ1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1937'STATION IS LOCATED IN THE PICACHO PASS AREA, 11-1/2 MILES
 CZ1937'AIRLINE SE OF ELOY, IN THE NE END OF THE FLOOR OF A CONCRETE
 CZ1937'CULVERT IN THE SOUTHBOUND LANE OF THE NEW INTERSTATE HIGHWAY.
 CZ1937'THE MARK IS VERY NEARLY IN THE CENTER OF THE NE END OF CULVERT,
 CZ1937'3.05 FEET IN FROM AN UNSTAMPED A.H.D. BENCH MARK IN THE HEAD-WALL
 CZ1937'AND ON TANGENCY WITH REFERENCE MARK NO. 1, WHICH IS IN THE
 CZ1937'SW HEAD-WALL OF SAME CULVERT.
 CZ1937'
 CZ1937'STATION MARK IS STAMPED PASS S.E. BASE 1960.  REFERENCE MARK
 CZ1937'IS STAMPED PASS S.E. BASE NO. 1 1960.
 CZ1937
 CZ1937                          STATION RECOVERY (1968)
 CZ1937
 CZ1937'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 CZ1937'STATION RECOVERED AS DESCRIBED.  A DIRT FILL IS OVER THE
 CZ1937'MARK AND THE MARK IS 1.0 FT. BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0115 ***********************************************************************
 DB0115  DESIGNATION -  PASSO
 DB0115  PID         -  DB0115
 DB0115  STATE/COUNTY-  AZ/YUMA
 DB0115  USGS QUAD   -  WELLTON MESA (1982)
 DB0115
 DB0115                         *CURRENT SURVEY CONTROL
 DB0115  ___________________________________________________________________
 DB0115* NAD 83(1992)-  32 40 20.83187(N)    114 07 01.34551(W)     ADJUSTED  
 DB0115* NAVD 88     -        94.646  (meters)     310.52   (feet)  ADJUSTED  
 DB0115  ___________________________________________________________________
 DB0115  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DB0115  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DB0115  DYNAMIC HT  -          94.537 (meters)     310.16  (feet)  COMP
 DB0115  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DB0115
 DB0115  HORZ ORDER  -  SECOND
 DB0115  VERT ORDER  -  FIRST     CLASS II
 DB0115
 DB0115.The horizontal coordinates were established by classical geodetic methods
 DB0115.and adjusted by the National Geodetic Survey in August 1993.
 DB0115
 DB0115.The orthometric height was determined by differential leveling
 DB0115.and adjusted in June 1991.
 DB0115
 DB0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0115
 DB0115.The geoid height was determined by GEOID03.
 DB0115
 DB0115.The dynamic height is computed by dividing the NAVD 88
 DB0115.geopotential number by the normal gravity value computed on the
 DB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0115.degrees latitude (g = 980.6199 gals.).
 DB0115
 DB0115.The modeled gravity was interpolated from observed gravity values.
 DB0115
 DB0115;                    North         East     Units Scale Factor Converg.
 DB0115;SPC AZ W     -   185,495.445   178,934.908   MT  0.99994794   -0 11 53.3
 DB0115;SPC AZ W     -   608,580.86    587,056.78   iFT  0.99994794   -0 11 53.3
 DB0115;UTM  11      - 3,618,649.723   770,352.726   MT  1.00050137   +1 33 26.2
 DB0115
 DB0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0115!SPC AZ W     -   0.99999036  x   0.99994794  =   0.99993830
 DB0115!UTM  11      -   0.99999036  x   1.00050137  =   1.00049172
 DB0115
 DB0115|---------------------------------------------------------------------|
 DB0115| PID    Reference Object                     Distance      Geod. Az  |
 DB0115|                                                           dddmmss.s |
 DB0115| DB1136 PASSO RM 2                           28.432 METERS 19807     |
 DB0115| DB0150 WELT                                APPROX. 3.2 KM 2702813.5 |
 DB0115| DB0116 PASSO RM 1                           10.820 METERS 35756     |
 DB0115|---------------------------------------------------------------------|
 DB0115
 DB0115                          SUPERSEDED SURVEY CONTROL
 DB0115
 DB0115  NAD 83(1986)-  32 40 20.83114(N)    114 07 01.35327(W) AD(       ) 2
 DB0115  NAD 27      -  32 40 20.66060(N)    114 06 58.58310(W) AD(       ) 2
 DB0115  NGVD 29 (??/??/??)   94.004  (m)          308.41   (f) ADJUSTED    1 2
 DB0115
 DB0115.Superseded values are not recommended for survey control.
 DB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0115.See file dsdata.txt to determine how the superseded data were derived.
 DB0115
 DB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7035318650(NAD 83)
 DB0115_MARKER: DE = TRAVERSE STATION DISK
 DB0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0115_STAMPING: PASSO 1960
 DB0115_MARK LOGO: CGS   
 DB0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0115
 DB0115  HISTORY     - Date     Condition        Report By
 DB0115  HISTORY     - 1960     MONUMENTED       CGS
 DB0115  HISTORY     - 1960     GOOD             CGS
 DB0115  HISTORY     - 1962     GOOD             CGS
 DB0115  HISTORY     - 1968     GOOD             CGS
 DB0115  HISTORY     - 1968     GOOD             NGS
 DB0115  HISTORY     - 1981     GOOD             NGS
 DB0115  HISTORY     - 1981     GOOD             NGS
 DB0115  HISTORY     - 20090207 MARK NOT FOUND   GEOCAC
 DB0115
 DB0115                          STATION DESCRIPTION
 DB0115
 DB0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0115'THE STATION IS AT THE EASTERN END OF THE OVERPASS, 1 MILE
 DB0115'EAST OF WELLTON, 30 FEET WEST OF HIGHWAY MILE POST 35, 19
 DB0115'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 7 FEET
 DB0115'EAST OF THE SOUTHEAST ABUTMENT OF THE OVERPASS AND 3.5 FEET
 DB0115'SOUTH OF THE GUARD RAIL.
 DB0115'
 DB0115'THE STATION IS A STANDARD TRAVERSE DISK SET IN CONCRETE IN
 DB0115'THE TOP OF AN ORANGEBURG SOIL PIPE FLUSH WITH THE TOP OF THE
 DB0115'EMBANKMENT AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
 DB0115'STATION AND UNDERGROUND MARKS ARE STAMPED PASSO 1960.
 DB0115'
 DB0115'REFERENCE MARK 1, STAMPED PASSO NO 1 1960, IS A STANDARD
 DB0115'DISK SET IN A DRILL HOLE ON THE TOP OF THE CURB, 16 FEET NORTH
 DB0115'OF THE CENTER LINE OF U.S. HIGHWAY 80, 6 FEET WEST OF THE
 DB0115'NORTHEAST ABUTMENT OF THE OVERPASS AND ABOUT 0.5 FOOT HIGHER
 DB0115'THAN THE SURFACE OF THE HIGHWAY.
 DB0115'
 DB0115'A 2-WHEEL DRIVE STATION.
 DB0115
 DB0115                          STATION RECOVERY (1960)
 DB0115
 DB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0115'1 MI E FROM WELLTON.
 DB0115'1.0 MILE EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT WELLTON
 DB0115'TO A HIGHWAY OVERPASS AND MILE POLE 35, 35.49 FEET SOUTH OF R.M. 1,
 DB0115'30 FEET WEST OF MILE POLE 35, 19 FEET SOUTH OF THE CENTERLINE OF
 DB0115'THE HIGHWAY, 7 FEET EAST OF THE SOUTHEAST ABUTMENT OF THE
 DB0115'OVERPASS, SET IN A 4 INCH SOIL PIPE FLUSH WITH THE GROUND.
 DB0115
 DB0115                          STATION RECOVERY (1962)
 DB0115
 DB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DB0115'RECOVERED AS DESCRIBED.
 DB0115
 DB0115                          STATION RECOVERY (1968)
 DB0115
 DB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 DB0115'RECOVERED AS DESCRIBED.
 DB0115
 DB0115                          STATION RECOVERY (1968)
 DB0115
 DB0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DB0115'RECOVERED IN GOOD CONDITION.
 DB0115
 DB0115                          STATION RECOVERY (1981)
 DB0115
 DB0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0115'RECOVERED IN GOOD CONDITION.
 DB0115
 DB0115                          STATION RECOVERY (1981)
 DB0115
 DB0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0115'RECOVERED IN GOOD CONDITION.
 DB0115
 DB0115                          STATION RECOVERY (2009)
 DB0115
 DB0115'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0115'THE PIPE AND CONCRETE WHERE THE STATION WAS SET IS STILL PRESENT BUT
 DB0115'THE DISK HAS BEEN PRIED
 DB0115'OUT BY VANDALS.  RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0116 ***********************************************************************
 DB0116  DESIGNATION -  PASSO RM 1
 DB0116  PID         -  DB0116
 DB0116  STATE/COUNTY-  AZ/YUMA
 DB0116  USGS QUAD   -  WELLTON MESA (1982)
 DB0116
 DB0116                         *CURRENT SURVEY CONTROL
 DB0116  ___________________________________________________________________
 DB0116* NAD 83(1986)-  32 40 20.     (N)    114 07 02.     (W)     SCALED    
 DB0116* NAVD 88     -        94.954  (meters)     311.53   (feet)  ADJUSTED  
 DB0116  ___________________________________________________________________
 DB0116  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DB0116  DYNAMIC HT  -          94.845 (meters)     311.17  (feet)  COMP
 DB0116  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DB0116
 DB0116  VERT ORDER  -  FIRST     CLASS II
 DB0116
 DB0116.The horizontal coordinates were scaled from a topographic map and have
 DB0116.an estimated accuracy of +/- 6 seconds.
 DB0116
 DB0116.The orthometric height was determined by differential leveling
 DB0116.and adjusted in June 1991.
 DB0116
 DB0116.The geoid height was determined by GEOID03.
 DB0116
 DB0116.The dynamic height is computed by dividing the NAVD 88
 DB0116.geopotential number by the normal gravity value computed on the
 DB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0116.degrees latitude (g = 980.6199 gals.).
 DB0116
 DB0116.The modeled gravity was interpolated from observed gravity values.
 DB0116
 DB0116;                    North         East    Units  Estimated Accuracy
 DB0116;SPC AZ W     -   185,470.      178,920.      MT  (+/- 180 meters Scaled)
 DB0116
 DB0116                          SUPERSEDED SURVEY CONTROL
 DB0116
 DB0116  NGVD 29 (??/??/??)   94.318  (m)          309.44   (f) ADJUSTED    1 2
 DB0116
 DB0116.Superseded values are not recommended for survey control.
 DB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0116.See file dsdata.txt to determine how the superseded data were derived.
 DB0116
 DB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS703186(NAD 83)
 DB0116_MARKER: DR = REFERENCE MARK DISK
 DB0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0116_SP_SET: CURB
 DB0116_STAMPING: PASSO NO 1 1960
 DB0116_MARK LOGO: CGS   
 DB0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0116+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0116
 DB0116  HISTORY     - Date     Condition        Report By
 DB0116  HISTORY     - 1960     MONUMENTED       CGS
 DB0116  HISTORY     - 1968     GOOD             NGS
 DB0116  HISTORY     - 1981     GOOD             NGS
 DB0116  HISTORY     - 1981     GOOD             NGS
 DB0116  HISTORY     - 20090207 GOOD             GEOCAC
 DB0116
 DB0116                          STATION DESCRIPTION
 DB0116
 DB0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0116'1 MI E FROM WELLTON.
 DB0116'1.0 MILE EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT WELLTON
 DB0116'TO A HIGHWAY OVERPASS AND MILE POLE 35, 35.49 FEET NORTH OF THE
 DB0116'STATION MARK, 16 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DB0116'6 FEET WEST OF THE NORTHEAST ABUTMENT OF THE OVERPASS, SET IN A
 DB0116'DRILL HOLE IN THE TOP OF THE CURB.
 DB0116
 DB0116                          STATION RECOVERY (1968)
 DB0116
 DB0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DB0116'RECOVERED IN GOOD CONDITION.
 DB0116
 DB0116                          STATION RECOVERY (1981)
 DB0116
 DB0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0116'RECOVERED IN GOOD CONDITION.
 DB0116
 DB0116                          STATION RECOVERY (1981)
 DB0116
 DB0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0116'RECOVERED IN GOOD CONDITION.
 DB0116
 DB0116                          STATION RECOVERY (2009)
 DB0116
 DB0116'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1136 ***********************************************************************
 DB1136  DESIGNATION -  PASSO RM 2
 DB1136  PID         -  DB1136
 DB1136  STATE/COUNTY-  AZ/YUMA
 DB1136  USGS QUAD   -  WELLTON MESA (1982)
 DB1136
 DB1136                         *CURRENT SURVEY CONTROL
 DB1136  ___________________________________________________________________
 DB1136* NAD 83(1992)-  32 40 19.95470(N)    114 07 01.68496(W)     NO CHECK  
 DB1136* NAVD 88     -        88.556  (meters)     290.54   (feet)  ADJUSTED  
 DB1136  ___________________________________________________________________
 DB1136  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DB1136  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DB1136  DYNAMIC HT  -          88.454 (meters)     290.20  (feet)  COMP
 DB1136  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 DB1136
 DB1136  HORZ ORDER  -  SECOND
 DB1136  VERT ORDER  -  FIRST     CLASS II
 DB1136
 DB1136.The horizontal coordinates were established by classical geodetic methods
 DB1136.and adjusted by the National Geodetic Survey in August 1993.
 DB1136.No horizontal observational check was made to the station.
 DB1136
 DB1136.The orthometric height was determined by differential leveling
 DB1136.and adjusted in June 1991.
 DB1136
 DB1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1136
 DB1136.The geoid height was determined by GEOID03.
 DB1136
 DB1136.The dynamic height is computed by dividing the NAVD 88
 DB1136.geopotential number by the normal gravity value computed on the
 DB1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1136.degrees latitude (g = 980.6199 gals.).
 DB1136
 DB1136.The modeled gravity was interpolated from observed gravity values.
 DB1136
 DB1136;                    North         East     Units Scale Factor Converg.
 DB1136;SPC AZ W     -   185,468.456   178,925.971   MT  0.99994795   -0 11 53.5
 DB1136;SPC AZ W     -   608,492.31    587,027.46   iFT  0.99994795   -0 11 53.5
 DB1136;UTM  11      - 3,618,622.458   770,344.615   MT  1.00050131   +1 33 25.9
 DB1136
 DB1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1136!SPC AZ W     -   0.99999131  x   0.99994795  =   0.99993926
 DB1136!UTM  11      -   0.99999131  x   1.00050131  =   1.00049262
 DB1136
 DB1136                          SUPERSEDED SURVEY CONTROL
 DB1136
 DB1136  NAD 83(1986)-  32 40 19.95397(N)    114 07 01.69273(W) AD(       ) 2
 DB1136  NAD 27      -  32 40 19.78340(N)    114 06 58.92255(W) AD(       ) 2
 DB1136  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG    3  
 DB1136
 DB1136.Superseded values are not recommended for survey control.
 DB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1136.See file dsdata.txt to determine how the superseded data were derived.
 DB1136
 DB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7034518622(NAD 83)
 DB1136_MARKER: DR = REFERENCE MARK DISK
 DB1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1136_SP_SET: CONCRETE POST
 DB1136_STAMPING: PASSO NO 2 1960 1981
 DB1136_MARK LOGO: NGS   
 DB1136_PROJECTION: PROJECTING 8 CENTIMETERS
 DB1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1136+STABILITY: SURFACE MOTION
 DB1136
 DB1136  HISTORY     - Date     Condition        Report By
 DB1136  HISTORY     - 1981     MONUMENTED       NGS
 DB1136  HISTORY     - 1981     GOOD             NGS
 DB1136  HISTORY     - 20090207 GOOD             GEOCAC
 DB1136
 DB1136                          STATION DESCRIPTION
 DB1136
 DB1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1136'2.9 KM (1.8 MI) EAST FROM WELLTON.
 DB1136'2.9 KM (1.8 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1136'WELLTON, AT A HIGHWAY BRIDGE OVER THE SOUTHERN PACIFIC RAILROAD, AT
 DB1136'HIGHWAY MILEPOST 35, 34.7 M (114 FT) SOUTH OF THE CENTERLINE OF THE
 DB1136'HIGHWAY (SLOPE MEASURMENT), 81.4 M (267 FT) NORTH OF THE NORTH RAIL,
 DB1136'76.2 M (250 FT) EAST OF THE SOUTHEAST RAIL, 29.0 M (95.0 FT) SOUTH
 DB1136'OF STATION PASSO (SLOPE MEASURMENT).
 DB1136'THE MARK IS 4.6 M BELOW THE HIGHWAY.
 DB1136
 DB1136                          STATION RECOVERY (2009)
 DB1136
 DB1136'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1063 ***********************************************************************
 CG1063  DESIGNATION -  PASTURE
 CG1063  PID         -  CG1063
 CG1063  STATE/COUNTY-  AZ/PIMA
 CG1063  USGS QUAD   -  CORONA DE TUCSON (1981)
 CG1063
 CG1063                         *CURRENT SURVEY CONTROL
 CG1063  ___________________________________________________________________
 CG1063* NAD 83(1992)-  31 53 35.30042(N)    110 48 27.84129(W)     ADJUSTED  
 CG1063* NAVD 88     -      1128.1    (meters)    3701.     (feet)  VERTCON   
 CG1063  ___________________________________________________________________
 CG1063  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 CG1063  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CG1063  HORZ ORDER  -  FIRST
 CG1063
 CG1063.The horizontal coordinates were established by classical geodetic methods
 CG1063.and adjusted by the National Geodetic Survey in August 1993.
 CG1063
 CG1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1063
 CG1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1063
 CG1063.The geoid height was determined by GEOID03.
 CG1063
 CG1063;                    North         East     Units Scale Factor Converg.
 CG1063;SPC AZ C     -    99,555.214   318,260.336   MT  1.00003567   +0 35 09.4
 CG1063;SPC AZ C     -   326,624.72  1,044,161.21   iFT  1.00003567   +0 35 09.4
 CG1063;UTM  12      - 3,528,607.175   518,181.627   MT  0.99960408   +0 06 05.7
 CG1063
 CG1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1063!SPC AZ C     -   0.99982744  x   1.00003567  =   0.99986310
 CG1063!UTM  12      -   0.99982744  x   0.99960408  =   0.99943159
 CG1063
 CG1063:                Primary Azimuth Mark                     Grid Az
 CG1063:SPC AZ C     -  PASTURE AZ MK                            008 10 00.6
 CG1063:UTM  12      -  PASTURE AZ MK                            008 39 04.3
 CG1063
 CG1063|---------------------------------------------------------------------|
 CG1063| PID    Reference Object                     Distance      Geod. Az  |
 CG1063|                                                           dddmmss.s |
 CG1063| CC7959 PASTURE AZ MK                                      0084510.0 |
 CG1063| CG1064 PASTURE RM A                         26.323 METERS 07718     |
 CG1063| CC7960 PASTURE RM 1                         11.548 METERS 13722     |
 CG1063| CC7961 PASTURE RM 2                         11.827 METERS 24839     |
 CG1063|---------------------------------------------------------------------|
 CG1063
 CG1063                          SUPERSEDED SURVEY CONTROL
 CG1063
 CG1063  NAD 83(1986)-  31 53 35.29565(N)    110 48 27.83834(W) AD(       ) 1
 CG1063  NAD 27      -  31 53 34.98564(N)    110 48 25.53020(W) AD(       ) 1
 CG1063  NGVD 29 (07/19/86) 1127.3    (m)         3698.     (f) VERT ANG    3  
 CG1063
 CG1063.Superseded values are not recommended for survey control.
 CG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1063.See file dsdata.txt to determine how the superseded data were derived.
 CG1063
 CG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1818228607(NAD 83)
 CG1063_MARKER: DS = TRIANGULATION STATION DISK
 CG1063_SETTING: 66 = SET IN ROCK OUTCROP
 CG1063
 CG1063  HISTORY     - Date     Condition        Report By
 CG1063  HISTORY     - 1970     MONUMENTED       NGS
 CG1063
 CG1063                          STATION DESCRIPTION
 CG1063
 CG1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG1063'THE STATION IS LOCATED 24-1/2 MILES SOUTH-SOUTHEAST OF TUCSON, 19-1/2
 CG1063'MILES NORTHEAST OF AMADO, AND 9-1/2 MILES SOUTHEAST OF SAHUARITA ON
 CG1063'GOVERNMENT OWNED, EXPERIMENTAL RANGE LAND.  IT IS ON OR NEAR THE
 CG1063'LINE BETWEEN SECTIONS 3 AND 4 OF T 18 S, R 15 E AND ABOUT 100 FEET
 CG1063'EAST OF THE HIGHEST POINT OF A LOW FOOTHILL WITH HIGHER MOUNTAINS TO
 CG1063'THE EAST AND SOUTH.
 CG1063'
 CG1063'TO REACH THE STATION FROM THE CENTER OF THE MEDIAN FILL OF THE
 CG1063'VAIL-WENTWORTH EXIT OFF INTERSTATE HIGHWAY 10 GO SOUTH ON WENTWORTH
 CG1063'ROAD FOR 4.7 MILES TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST
 CG1063'2.9 MILES TO A T INTERSECTION AT DIVIDED HIGHWAY (HOUGHTON ROAD).
 CG1063'TURN LEFT AND GO SOUTH ON HOUGHTON ROAD 1.3 MILES TO A SIDE ROAD
 CG1063'ON THE RIGHT.  TURN RIGHT AND GO WEST 1.1 MILES TO THE END OF
 CG1063'PAVEMENT AT CATTLEGUARD IN FENCELINE.  CROSS CATTLEGUARD AND
 CG1063'CONTINUE WEST THEN SOUTH 2.9 MILES ON GRADED GRAVEL ROAD TO A
 CG1063'POWER LINE CROSSING.  CONTINUE SOUTHERLY ON MAIN ROAD 0.95 MILE
 CG1063'TO A SIDE ROAD ON THE RIGHT JUST BEFORE REACHING CORRALS AND RANCH
 CG1063'BUILDINGS.  TURN RIGHT AND GO WEST ON THE GRAVEL ROAD 0.4 MILE
 CG1063'TO A PIPELINE CROSSING AND GATE INTO STUDY AREA 286.  PASS THROUGH
 CG1063'GATE AND CONTINUE 0.25 TO A POWERLINE AND ROAD CROSSING.
 CG1063'CONTINUE WEST ON TRACK ROAD 0.45 MILE TO A WIRE GATE.  PASS THROUGH
 CG1063'AND CONTINUE WEST ON GRAVEL TRACK 0.35 MILE TO THE AZIMUTH MARK
 CG1063'ON THE LEFT.  CONTINUE WEST, DOWNHILL, 0.1 MILE TO A FORK.  TAKE
 CG1063'THE LEFT FORK AND GO SOUTH 0.3 MILE DOWN INTO A DRY WASH.  CROSS
 CG1063'WASH AND CONTINUE SOUTH ON TRACK ROAD 0.3 MILE TO BASE OF HILL ON
 CG1063'RIGHT.  TURN RIGHT AND PICK WAY UP ROCKY, CACTUS COVERED HILL
 CG1063'TO STATION ON TOP.
 CG1063'
 CG1063'THE STATION MARK IS A STANDARD DISK STAMPED PASTURE 1971 CEMENTED IN
 CG1063'A DRILL HOLE IN BEDROCK.  IT IS 13.2 FEET SOUTH OF A METAL WITNESS
 CG1063'POST WITH SIGN.
 CG1063'
 CG1063'REFERENCE MARK ONE IS A STANDARD DISK STAMPED PASTURE NO 1 1971
 CG1063'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 2 X 2 FEET
 CG1063'EXPOSED AND PROJECTING 6 INCHES ABOVE GROUND.  IT IS 35.6 FEET
 CG1063'SOUTHEAST OF THE METAL WITNESS POST WITH SIGN AND ABOUT 3-1/2 FEET
 CG1063'LOWER THAN THE STATION MARK.
 CG1063'
 CG1063'REFERENCE MARK TWO IS A STANDARD DISK STAMPED PASTURE NO 2 1971
 CG1063'CEMENTED IN A DRILL HOLE IN A TRIANGULAR SHAPED BEDROCK OUTCROP
 CG1063'ABOUT 3 FEET ON A SIDE AND PROJECTING 6 INCHES ABOVE GROUND.  IT IS
 CG1063'30.3 FEET WEST-SOUTHWEST OF THE METAL WITNESS POST WITH SIGN AND
 CG1063'ABOUT 1 FOOT HIGHER THAN THE STATION.
 CG1063'
 CG1063'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PASTURE 1971 CEMENTED IN
 CG1063'A DRILL HOLE IN A BURIED BOULDER WITH 14 X 20 INCHES EXPOSED.  IT IS
 CG1063'49.7 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 13.3 FEET
 CG1063'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN, AND 1.7 FEET
 CG1063'SOUTH OF A SMALL CAIRN.
 CG1063'
 CG1063'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2057 ***********************************************************************
 DU2057  DESIGNATION -  PASTURE
 DU2057  PID         -  DU2057
 DU2057  STATE/COUNTY-  AZ/PINAL
 DU2057  USGS QUAD   -  FLORENCE NE (1966)
 DU2057
 DU2057                         *CURRENT SURVEY CONTROL
 DU2057  ___________________________________________________________________
 DU2057* NAD 83(1992)-  33 10 00.87789(N)    111 21 14.66816(W)     ADJUSTED  
 DU2057* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 DU2057  ___________________________________________________________________
 DU2057  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DU2057  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU2057  HORZ ORDER  -  SECOND
 DU2057
 DU2057.The horizontal coordinates were established by classical geodetic methods
 DU2057.and adjusted by the National Geodetic Survey in August 1993.
 DU2057
 DU2057.The orthometric height was scaled from a topographic map.
 DU2057
 DU2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2057
 DU2057.The geoid height was determined by GEOID03.
 DU2057
 DU2057;                    North         East     Units Scale Factor Converg.
 DU2057;SPC AZ C     -   240,401.998   265,831.923   MT  0.99993394   +0 18 28.0
 DU2057;SPC AZ C     -   788,720.47    872,151.98   iFT  0.99993394   +0 18 28.0
 DU2057;UTM  12      - 3,669,846.716   466,986.171   MT  0.99961344   -0 11 37.4
 DU2057
 DU2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2057!SPC AZ C     -   0.99992069  x   0.99993394  =   0.99985464
 DU2057!UTM  12      -   0.99992069  x   0.99961344  =   0.99953416
 DU2057
 DU2057:                Primary Azimuth Mark                     Grid Az
 DU2057:SPC AZ C     -  M 108                                    006 49 55.5
 DU2057:UTM  12      -  M 108                                    007 20 00.9
 DU2057
 DU2057|---------------------------------------------------------------------|
 DU2057| PID    Reference Object                     Distance      Geod. Az  |
 DU2057|                                                           dddmmss.s |
 DU2057| DU0452 M 108                                              0070823.5 |
 DU2057| CH6062 PASTURE RM 1                         27.124 METERS 09647     |
 DU2057| CH6063 PASTURE RM 2                         27.934 METERS 19415     |
 DU2057|---------------------------------------------------------------------|
 DU2057
 DU2057                          SUPERSEDED SURVEY CONTROL
 DU2057
 DU2057  NAD 83(1986)-  33 10 00.87110(N)    111 21 14.67013(W) AD(       ) 2
 DU2057  NAD 27      -  33 10 00.66988(N)    111 21 12.22768(W) AD(       ) 2
 DU2057
 DU2057.Superseded values are not recommended for survey control.
 DU2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2057.See file dsdata.txt to determine how the superseded data were derived.
 DU2057
 DU2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6698669847(NAD 83)
 DU2057_MARKER: DS = TRIANGULATION STATION DISK
 DU2057_SETTING: 0 = UNSPECIFIED SETTING
 DU2057
 DU2057  HISTORY     - Date     Condition        Report By
 DU2057  HISTORY     - 1936     MONUMENTED       CGS
 DU2057  HISTORY     - 1956     MARK NOT FOUND   AMS
 DU2057  HISTORY     - 1964     MARK NOT FOUND   CGS
 DU2057  HISTORY     - 1966     MARK NOT FOUND   AMS
 DU2057  HISTORY     - 20071106 MARK NOT FOUND   GEOCAC
 DU2057
 DU2057                          STATION DESCRIPTION
 DU2057
 DU2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2057'ABOUT 10 MILES NORTH OF FLORENCE ON U.S. HIGHWAY NO. 80, 6.6
 DU2057'MILES SOUTH OF FLORENCE JUNCTION, WHICH IS THE JUNCTION OF
 DU2057'HIGHWAYS NOS. 70, 80, AND 60.  40 FEET WEST OF THE CENTER LINE
 DU2057'OF THE HIGHWAY, 12 FEET OFF THE FENCE LINE, 0.6 MILE NORTH OF A
 DU2057'SIGN FLORENCE 10 MILES, ON A RIDGE WHICH IS THE HIGHEST POINT ON
 DU2057'THE HIGHWAY BETWEEN FLORENCE JUNCTION AND FLORENCE.  THE STATION
 DU2057'AND REFERENCE MARKS ARE STANDARD DISKS CAST ON 1-INCH BRONZE
 DU2057'RODS AND PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 DU2057'REFERENCE MARK NO. 1 IS 27.124 METERS (88.99 FEET) FROM
 DU2057'STATION S 83 DEG 13 MIN E.  REFERENCE MARK NO. 2 IS
 DU2057'27.934 METERS (91.65 FEET) FROM STATION S 14 DEG 15 MIN W.
 DU2057'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC
 DU2057'SURVEY BENCH MARK STAMPED M 108 1934, ON THE RIGHT-OF-WAY
 DU2057'FENCE LINE ON THE WEST SIDE OF THE HIGHWAY AND 0.5 MILE FROM
 DU2057'THE STATION N 07 DEG 08 MIN E.
 DU2057
 DU2057                          STATION RECOVERY (1956)
 DU2057
 DU2057'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2057'STATION UNABLE TO LOCATE.
 DU2057'
 DU2057'REFERENCE MARKS 1 AND 2 WERE FOUND.
 DU2057'
 DU2057'APPEARANCE OF GRADING ALONG HIGHWAY RIGHT-OF-WAY INDICATED
 DU2057'PROBABLE DESTRUCTION OF MARK.
 DU2057
 DU2057                          STATION RECOVERY (1964)
 DU2057
 DU2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAW)
 DU2057'THE STATION WAS NOT RECOVERED.  A THOROUGH SEARCH AND LOCAL
 DU2057'ENQUIRY INDICATES THE STATION HAS BEEN DESTROYED IN THE NEW
 DU2057'ROAD CONSTRUCTION.  AN HOUR WAS SPENT IN SEARCHING FOR THE
 DU2057'STATION.
 DU2057
 DU2057                          STATION RECOVERY (1966)
 DU2057
 DU2057'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DU2057'ALL MARKS WERE SEARCHED FOR BUT NOT FOUND.  APPARENTLY BEEN
 DU2057'DESTROYED BY ROAD IMPROVEMENT.
 DU2057
 DU2057                          STATION RECOVERY (2007)
 DU2057
 DU2057'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2057'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2057'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2061 ***********************************************************************
 DU2061  DESIGNATION -  PASTURE 2
 DU2061  PID         -  DU2061
 DU2061  STATE/COUNTY-  AZ/PINAL
 DU2061  USGS QUAD   -  FLORENCE NE (1966)
 DU2061
 DU2061                         *CURRENT SURVEY CONTROL
 DU2061  ___________________________________________________________________
 DU2061* NAD 83(1992)-  33 10 00.59309(N)    111 21 15.38791(W)     ADJUSTED  
 DU2061* NAVD 88     -       534.4    (meters)    1753.     (feet)  VERTCON   
 DU2061  ___________________________________________________________________
 DU2061  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DU2061  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DU2061  HORZ ORDER  -  SECOND
 DU2061
 DU2061.The horizontal coordinates were established by classical geodetic methods
 DU2061.and adjusted by the National Geodetic Survey in August 1993.
 DU2061
 DU2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2061
 DU2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2061
 DU2061.The geoid height was determined by GEOID03.
 DU2061
 DU2061;                    North         East     Units Scale Factor Converg.
 DU2061;SPC AZ C     -   240,393.125   265,813.323   MT  0.99993391   +0 18 27.6
 DU2061;SPC AZ C     -   788,691.35    872,090.95   iFT  0.99993391   +0 18 27.6
 DU2061;UTM  12      - 3,669,838.008   466,967.499   MT  0.99961345   -0 11 37.7
 DU2061
 DU2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2061!SPC AZ C     -   0.99992072  x   0.99993391  =   0.99985464
 DU2061!UTM  12      -   0.99992072  x   0.99961345  =   0.99953420
 DU2061
 DU2061|---------------------------------------------------------------------|
 DU2061| PID    Reference Object                     Distance      Geod. Az  |
 DU2061|                                                           dddmmss.s |
 DU2061| CH6064 PASTURE 2 RM 1                       14.105 METERS 00424     |
 DU2061| DU2060 TOM                                 APPROX. 2.5 KM 0072046.8 |
 DU2061| CH6065 PASTURE 2 RM 2                       13.628 METERS 19045     |
 DU2061|---------------------------------------------------------------------|
 DU2061
 DU2061                          SUPERSEDED SURVEY CONTROL
 DU2061
 DU2061  NAD 83(1986)-  33 10 00.58659(N)    111 21 15.38988(W) AD(       ) 2
 DU2061  NAD 27      -  33 10 00.38514(N)    111 21 12.94596(W) AD(       ) 2
 DU2061  NGVD 29 (07/19/86)  533.8    (m)         1751.     (f) VERT ANG    3  
 DU2061
 DU2061.Superseded values are not recommended for survey control.
 DU2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2061.See file dsdata.txt to determine how the superseded data were derived.
 DU2061
 DU2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6696769838(NAD 83)
 DU2061_MARKER: DD = SURVEY DISK
 DU2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2061+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 DU2061
 DU2061  HISTORY     - Date     Condition        Report By
 DU2061  HISTORY     - 1975     MONUMENTED       AZDT
 DU2061  HISTORY     - 19950922 GOOD             USPSQD
 DU2061  HISTORY     - 20070324 GOOD             GEOCAC
 DU2061
 DU2061                          STATION DESCRIPTION
 DU2061
 DU2061'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2061'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF FLORENCE
 DU2061'JUNCTION AND 9.5 MILES NORTHEAST OF FLORENCE ALONG U.S. HWY. 80-89
 DU2061'IN THE WEST RIGHT-OF-WAY OF HWY.
 DU2061'
 DU2061'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED PASTURE-2 P
 DU2061'AND M GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 DU2061'MONUMENT.  THE STATION IS 84 FEET WEST OF HWY. CENTERLINE, 6 FEET
 DU2061'EAST OF RIGHT-OF-WAY FENCELINE AND IS MARKED BY A WITNESS POST AND
 DU2061'SIGN 2.8 FEET TO THE WEST.
 DU2061'
 DU2061'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM
 DU2061'1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2061'MARK IS 86 FEET WEST OF THE HIGHWAY CENTERLINE AND 4 FEET EAST OF
 DU2061'THE WEST RIGHT-OF-WAY FENCE.
 DU2061'
 DU2061'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2061'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK
 DU2061'IS 86 FEET WEST OF HIGHWAY CENTERLINE AND 4 FEET EAST OF THE
 DU2061'RIGHT-OF-WAY FENCE.
 DU2061'
 DU2061'TO REACH THE STATION FROM FLORENCE JUNCTION, GO SOUTHWEST ON
 DU2061'U.S. HWY. 80-89 FOR 6.48 MILES TO MILE POST 143.75 AND TO THE
 DU2061'STATION IN THE WEST RIGHT-OF-WAY OF HWY.
 DU2061'
 DU2061'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2061
 DU2061                          STATION RECOVERY (1995)
 DU2061
 DU2061'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2061'RECOVERED IN GOOD CONDITION.
 DU2061
 DU2061                          STATION RECOVERY (2007)
 DU2061
 DU2061'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1064 ***********************************************************************
 CG1064  DESIGNATION -  PASTURE RM A
 CG1064  PID         -  CG1064
 CG1064  STATE/COUNTY-  AZ/PIMA
 CG1064  USGS QUAD   -  CORONA DE TUCSON (1981)
 CG1064
 CG1064                         *CURRENT SURVEY CONTROL
 CG1064  ___________________________________________________________________
 CG1064* NAD 83(1992)-  31 53 35.48821(N)    110 48 26.86419(W)     ADJUSTED  
 CG1064* NAVD 88     -      1126.2    (meters)    3695.     (feet)  VERTCON   
 CG1064  ___________________________________________________________________
 CG1064  LAPLACE CORR-           8.46  (seconds)                    DEFLEC99
 CG1064  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CG1064  HORZ ORDER  -  FIRST
 CG1064
 CG1064.The horizontal coordinates were established by classical geodetic methods
 CG1064.and adjusted by the National Geodetic Survey in August 1993.
 CG1064
 CG1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1064
 CG1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1064
 CG1064.The geoid height was determined by GEOID03.
 CG1064
 CG1064;                    North         East     Units Scale Factor Converg.
 CG1064;SPC AZ C     -    99,561.261   318,285.953   MT  1.00003574   +0 35 09.9
 CG1064;SPC AZ C     -   326,644.56  1,044,245.25   iFT  1.00003574   +0 35 09.9
 CG1064;UTM  12      - 3,528,613.003   518,207.283   MT  0.99960409   +0 06 06.2
 CG1064
 CG1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1064!SPC AZ C     -   0.99982774  x   1.00003574  =   0.99986347
 CG1064!UTM  12      -   0.99982774  x   0.99960409  =   0.99943189
 CG1064
 CG1064:                Primary Azimuth Mark                     Grid Az
 CG1064:SPC AZ C     -  SUNDT                                    006 59 55.4
 CG1064:UTM  12      -  SUNDT                                    007 28 59.1
 CG1064
 CG1064|---------------------------------------------------------------------|
 CG1064| PID    Reference Object                     Distance      Geod. Az  |
 CG1064|                                                           dddmmss.s |
 CG1064| CZ1832 SUNDT                               APPROX.25.2 KM 0073505.3 |
 CG1064| CG1063 PASTURE                              26.323 METERS 25718     |
 CG1064|---------------------------------------------------------------------|
 CG1064
 CG1064                          SUPERSEDED SURVEY CONTROL
 CG1064
 CG1064  NAD 83(1986)-  31 53 35.48345(N)    110 48 26.86115(W) AD(       ) 1
 CG1064  NAD 27      -  31 53 35.17343(N)    110 48 24.55312(W) AD(       ) 1
 CG1064  NGVD 29 (07/19/86) 1125.4    (m)         3692.     (f) VERT ANG    3  
 CG1064
 CG1064.Superseded values are not recommended for survey control.
 CG1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1064.See file dsdata.txt to determine how the superseded data were derived.
 CG1064
 CG1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1820728613(NAD 83)
 CG1064_MARKER: DS = TRIANGULATION STATION DISK
 CG1064_SETTING: 66 = SET IN ROCK OUTCROP
 CG1064_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1064+STABILITY: POSITION/ELEVATION WELL
 CG1064
 CG1064  HISTORY     - Date     Condition        Report By
 CG1064  HISTORY     - 1970     MONUMENTED       NGS
 CG1064
 CG1064                          STATION DESCRIPTION
 CG1064
 CG1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG1064'THE TRAVERSE DISTANCE NOTED IS REDUCED TO SEA LEVEL.
 CG1064'
 CG1064'THE STATION IS LOCATED 24-1/2 MILES SOUTH-SOUTHEAST OF TUCSON, 19-1/2
 CG1064'MILES NORTHEAST OF AMADO, AND 9-1/2 MILES SOUTHEAST OF SAHUARITA ON
 CG1064'GOVERNMENT OWNED, EXPERIMENTAL RANGE LAND.  IT IS ON OR NEAR THE
 CG1064'LINE BETWEEN SECTION 3 AND 4 OF T 18 S, R15E AND ABOUT 100 FEET EAST
 CG1064'OF THE HIGHEST POINT OF A LOW FOOTHILL WITH HIGHER MOUNTAINS TO THE
 CG1064'EAST AND SOUTH.
 CG1064'
 CG1064'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION STATION
 CG1064'PASTURE 1970.
 CG1064'
 CG1064'THE STATION MARK IS A STANDARD DISK STAMPED PASTURE RM A 1970,
 CG1064'CEMENTED IN A DRILL HOLE IN BEDROCK, IT IS 95 FEET EAST OF A METAL
 CG1064'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0170 ***********************************************************************
 DV0170  DESIGNATION -  PAT
 DV0170  PID         -  DV0170
 DV0170  STATE/COUNTY-  AZ/MARICOPA
 DV0170  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0170
 DV0170                         *CURRENT SURVEY CONTROL
 DV0170  ___________________________________________________________________
 DV0170* NAD 83(1992)-  33 42 45.66646(N)    112 07 57.96960(W)     ADJUSTED  
 DV0170* NAVD 88     -       435.55   (+/-2cm)    1429.0    (feet)  VERTCON   
 DV0170  ___________________________________________________________________
 DV0170  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DV0170  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV0170  HORZ ORDER  -  SECOND
 DV0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0170
 DV0170.The horizontal coordinates were established by classical geodetic methods
 DV0170.and adjusted by the National Geodetic Survey in August 1993.
 DV0170
 DV0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0170.The vertical order pertains to the NGVD 29 superseded value.
 DV0170
 DV0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0170
 DV0170.The geoid height was determined by GEOID03.
 DV0170
 DV0170;                    North         East     Units Scale Factor Converg.
 DV0170;SPC AZ C     -   300,809.095   193,330.421   MT  0.99990494   -0 07 11.8
 DV0170;SPC AZ C     -   986,906.48    634,286.16   iFT  0.99990494   -0 07 11.8
 DV0170;UTM  12      - 3,730,875.751   395,037.684   MT  0.99973582   -0 37 43.6
 DV0170
 DV0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0170!SPC AZ C     -   0.99993626  x   0.99990494  =   0.99984120
 DV0170!UTM  12      -   0.99993626  x   0.99973582  =   0.99967209
 DV0170
 DV0170:                Primary Azimuth Mark                     Grid Az
 DV0170:SPC AZ C     -  ADOBE                                    144 10 04.0
 DV0170:UTM  12      -  ADOBE                                    144 40 35.8
 DV0170
 DV0170|---------------------------------------------------------------------|
 DV0170| PID    Reference Object                     Distance      Geod. Az  |
 DV0170|                                                           dddmmss.s |
 DV0170| DV2003 ADOBE                               APPROX. 2.5 KM 1440252.2 |
 DV0170| DV0169 PAT RM 1                              9.597 METERS 20801     |
 DV0170| DV0172 PAT 2                                24.157 METERS 23536     |
 DV0170| DV0171 PAT RM 2                              7.055 METERS 29530     |
 DV0170|---------------------------------------------------------------------|
 DV0170
 DV0170                          SUPERSEDED SURVEY CONTROL
 DV0170
 DV0170  NAD 83(1986)-  33 42 45.66185(N)    112 07 57.97569(W) AD(       ) 2
 DV0170  NAD 27      -  33 42 45.52560(N)    112 07 55.42090(W) AD(       ) 2
 DV0170  NGVD 29 (??/??/92)  434.962  (m)         1427.04   (f) ADJ UNCH    2 0
 DV0170
 DV0170.Superseded values are not recommended for survey control.
 DV0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0170.See file dsdata.txt to determine how the superseded data were derived.
 DV0170
 DV0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9503830876(NAD 83)
 DV0170_MARKER: DS = TRIANGULATION STATION DISK
 DV0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0170_SP_SET: MONUMENT
 DV0170_STAMPING: PAT 1959
 DV0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0170
 DV0170  HISTORY     - Date     Condition        Report By
 DV0170  HISTORY     - 1959     MONUMENTED       CGS
 DV0170  HISTORY     - 1959     GOOD             CGS
 DV0170  HISTORY     - 1970     GOOD             NGS
 DV0170  HISTORY     - 1971     GOOD             USE
 DV0170  HISTORY     - 1972     GOOD             NGS
 DV0170  HISTORY     - 1972     GOOD             NGS
 DV0170  HISTORY     - 1975     GOOD             USE
 DV0170  HISTORY     - 19990107 GOOD             USPSQD
 DV0170  HISTORY     - 20000109 GOOD             USPSQD
 DV0170  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV0170
 DV0170                          STATION DESCRIPTION
 DV0170
 DV0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0170'THE STATION IS LOCATED ON THE SOUTH SIDE OF HAPPY VALLEY ROAD,
 DV0170'ABOUT 2.5 MILES NORTHWEST OF THE VILLAGE OF ADOBE, 0.9 MILE
 DV0170'WEST OF ARIZONA STATE HIGHWAY 69 AND 0.2 MILE WEST OF SKUNK
 DV0170'CREEK, ON FLAT DESERT LAND.
 DV0170'
 DV0170'TO REACH THE STATION FROM THE JUNCTION OF CAMELBACK ROAD AND
 DV0170'BLACK CANYON HIGHWAY IN PHOENIX, GO NORTH ON ARIZONA STATE
 DV0170'HIGHWAY 69 FOR 13.7 MILES TO A CROSSROAD AND STREET SIGN HAPPY
 DV0170'VALLEY RD.  TURN LEFT AND GO WEST FOR 0.3 MILE TO A GRAVELED
 DV0170'CROSSROAD, CONTINUE WEST ON HAPPY VALLEY ROAD FOR 0.6 MILE
 DV0170'TO THE STATION ON THE LEFT.
 DV0170'
 DV0170'THE STATION MARK IS A STANDARD DISK STAMPED PAT 1959, SET
 DV0170'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 DV0170'IS 58 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 8.6 FEET
 DV0170'SOUTH OF A WITNESS POST.
 DV0170'
 DV0170'R.M. 1 IS A STANDARD DISK STAMPED PAT NO 1 1959, SET IN A
 DV0170'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 39.3 FEET
 DV0170'SOUTH OF THE WITNESS POST.
 DV0170'
 DV0170'R.M. 2 IS A STANDARD DISK STAMPED PAT NO 2 1959, SET IN A
 DV0170'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 47
 DV0170'FEET SOUTH OF THE CENTER OF THE ROAD AND 21.1 FEET WEST OF
 DV0170'THE WITNESS POST.
 DV0170'
 DV0170'TRIANGULATION STATION ADOBE CAN BE USED AS AN AZIMUTH MARK.
 DV0170'(SEE DESCRIPTION THEREOF.)
 DV0170
 DV0170                          STATION RECOVERY (1959)
 DV0170
 DV0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 DV0170'11.0 MI NW FROM PHOENIX.
 DV0170'16.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0170'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE 0.9 MILE WEST ALONG
 DV0170'HAPPY VALLEY ROAD, 58 FEET SOUTH OF THE CENTER OF THE ROAD, 8.6 FEET
 DV0170'SOUTH OF THE WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE
 DV0170'MONUMENT THAT PROJECTS 2 INCHES.
 DV0170
 DV0170                          STATION RECOVERY (1970)
 DV0170
 DV0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0170'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DV0170'1959 DESCRIPTION IS ADEQUATE.
 DV0170'
 DV0170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DV0170'NORTHWEST OF ADOBE
 DV0170
 DV0170                          STATION RECOVERY (1971)
 DV0170
 DV0170'RECOVERY NOTE BY US ENGINEERS 1971 (EMB)
 DV0170'PAT 1959-GOOD.
 DV0170'
 DV0170'PAT NO 1 1959-GOOD
 DV0170'
 DV0170'PAT NO 2 1959-GOOD
 DV0170'
 DV0170'DESCRIPTION ADEQUATE.
 DV0170
 DV0170                          STATION RECOVERY (1972)
 DV0170
 DV0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV0170'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DV0170'ANGLES AND DISTANCES TO THE REFERENCE MARKS CHECK THE 1959
 DV0170'DATA.  THE STATION IS NEAR THE CONSTRUCTION LIMITS OF A
 DV0170'PLANED PIPELINE AND WAS MOVED AT THIS TIME.
 DV0170'
 DV0170'NOTE.  ALL MARKS WERE LEFT IN PLACE.
 DV0170'
 DV0170'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0170'
 DV0170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DV0170'NORTHWEST OF ADOBE.
 DV0170
 DV0170                          STATION RECOVERY (1972)
 DV0170
 DV0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DV0170'RECOVERED IN GOOD CONDITION.
 DV0170
 DV0170                          STATION RECOVERY (1975)
 DV0170
 DV0170'RECOVERY NOTE BY US ENGINEERS 1975 (RLE)
 DV0170'PAT 1959-GOOD
 DV0170
 DV0170                          STATION RECOVERY (1999)
 DV0170
 DV0170'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0170'RECOVERED IN GOOD CONDITION.
 DV0170
 DV0170                          STATION RECOVERY (2000)
 DV0170
 DV0170'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0170'RECOVERED IN GOOD CONDITION.
 DV0170
 DV0170                          STATION RECOVERY (2007)
 DV0170
 DV0170'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0170'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0170'MARK. THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0411 ***********************************************************************
 FP0411  DESIGNATION -  PAT
 FP0411  PID         -  FP0411
 FP0411  STATE/COUNTY-  AZ/APACHE
 FP0411  USGS QUAD   -  KACHINA POINT (1972)
 FP0411
 FP0411                         *CURRENT SURVEY CONTROL
 FP0411  ___________________________________________________________________
 FP0411* NAD 83(1992)-  35 02 38.05492(N)    109 48 02.51057(W)     ADJUSTED  
 FP0411* NAVD 88     -      1732.719  (meters)    5684.76   (feet)  ADJUSTED  
 FP0411  ___________________________________________________________________
 FP0411  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 FP0411  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FP0411  DYNAMIC HT  -        1730.304 (meters)    5676.84  (feet)  COMP
 FP0411  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 FP0411
 FP0411  HORZ ORDER  -  SECOND
 FP0411  VERT ORDER  -  FIRST     CLASS II
 FP0411
 FP0411.The horizontal coordinates were established by classical geodetic methods
 FP0411.and adjusted by the National Geodetic Survey in August 1993.
 FP0411
 FP0411.The orthometric height was determined by differential leveling
 FP0411.and adjusted in June 1991.
 FP0411
 FP0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0411
 FP0411.The geoid height was determined by GEOID03.
 FP0411
 FP0411.The dynamic height is computed by dividing the NAVD 88
 FP0411.geopotential number by the normal gravity value computed on the
 FP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0411.degrees latitude (g = 980.6199 gals.).
 FP0411
 FP0411.The modeled gravity was interpolated from observed gravity values.
 FP0411
 FP0411;                    North         East     Units Scale Factor Converg.
 FP0411;SPC AZ E     -   448,505.725   246,747.551   MT  0.99991373   +0 12 36.5
 FP0411;SPC AZ E     - 1,471,475.48    809,539.21   iFT  0.99991373   +0 12 36.5
 FP0411;UTM  12      - 3,878,569.282   609,382.605   MT  0.99974746   +0 41 19.4
 FP0411
 FP0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0411!SPC AZ E     -   0.99973183  x   0.99991373  =   0.99964558
 FP0411!UTM  12      -   0.99973183  x   0.99974746  =   0.99947936
 FP0411
 FP0411|---------------------------------------------------------------------|
 FP0411| PID    Reference Object                     Distance      Geod. Az  |
 FP0411|                                                           dddmmss.s |
 FP0411| CD4652 PAT RM 1                              7.705 METERS 09340     |
 FP0411| CD4653 PAT RM 2                              8.312 METERS 17729     |
 FP0411| CD4651 261 2429 56 4364                                   3352727.5 |
 FP0411|---------------------------------------------------------------------|
 FP0411
 FP0411                          SUPERSEDED SURVEY CONTROL
 FP0411
 FP0411  NAD 83(1986)-  35 02 38.04846(N)    109 48 02.51253(W) AD(       ) 2
 FP0411  NAD 27      -  35 02 37.96410(N)    109 48 00.08890(W) AD(       ) 2
 FP0411
 FP0411.Superseded values are not recommended for survey control.
 FP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0411.See file dsdata.txt to determine how the superseded data were derived.
 FP0411
 FP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD0938378569(NAD 83)
 FP0411_MARKER: DS = TRIANGULATION STATION DISK
 FP0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0411_SP_SET: CONCRETE POST
 FP0411_STAMPING: PAT 1959
 FP0411_MARK LOGO: CGS   
 FP0411_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0411+STABILITY: SURFACE MOTION
 FP0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0411+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0411
 FP0411  HISTORY     - Date     Condition        Report By
 FP0411  HISTORY     - 1959     MONUMENTED       CGS
 FP0411  HISTORY     - 1983     GOOD             NGS
 FP0411  HISTORY     - 20040803 GOOD             EVANS
 FP0411
 FP0411                          STATION DESCRIPTION
 FP0411
 FP0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0411'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF HOLBROOK
 FP0411'AND 0.3 MILE SOUTH OF U.S. HIGHWAY 66.
 FP0411'
 FP0411'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 FP0411'POST OFFICE IN HOLBROOK, GO NORTH AND NORTHEAST ON U.S. HIGHWAY
 FP0411'66 FOR 25.0 MILES TO THE JUNCTION WITH THE PAINTED DESERT-PETRIFIED
 FP0411'FOREST ROAD.  (TURN LEFT AND GO NORTH FOR 0.25 MILE TO THE AZIMUTH
 FP0411'MARK ON THE RIGHT.) TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO THE
 FP0411'STATION ON THE LEFT.
 FP0411'
 FP0411'THE STATION MARK, STAMPED PAT 1959, IS A STANDARD DISK SET IN
 FP0411'THE TOP OF A 12 INCH SQUARE MONUMENT THAT PROJECTS 4 INCHES.
 FP0411'IT IS 100 FEET EAST OF THE CENTER OF THE PETRIFIED FOREST ROAD
 FP0411'AND 9.7 FEET SOUTH OF A WITNESS POST.
 FP0411'
 FP0411'REFERENCE MARK 1, STAMPED PAT NO 1 1959, IS A STANDARD DISK SET
 FP0411'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FP0411'4 INCHES.  IT IS 100 FEET EAST OF THE CENTER OF THE PETRIFIED
 FP0411'FOREST ROAD AND 9.7 FEET SOUTH OF A WITNESS POST.
 FP0411'
 FP0411'REFERENCE MARK 1, STAMPED PAT NO 1 1959, IS A STANDARD DISK SET
 FP0411'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FP0411'4 INCHES.  IT IS 27.0 FEET SOUTHEAST OF A WITNESS POST.
 FP0411'
 FP0411'REFERENCE MARK 2, STAMPED PAT NO 2 1959, IS A STANDARD DISK SET
 FP0411'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FP0411'3 INCHES.  IT IS 37.1 FEET SOUTH OF A WITNESS POST.
 FP0411'
 FP0411'THE AZIMUTH MARK, STAMPED 261 2429 56 4364 1937, IS A DEPARTMENT
 FP0411'OF AGRICULTURE DISK SCREWED TO THE TOP OF A 2 INCH IRON PIPE THAT
 FP0411'PROJECTS 12 INCHES.  IT IS 102 FEET NORTH OF THE CENTER OF AN
 FP0411'EAST-WEST ROAD AND 99 FEET EAST OF THE CENTER OF THE PAINTED
 FP0411'DESERT ROAD.
 FP0411
 FP0411                          STATION RECOVERY (1983)
 FP0411
 FP0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0411'38.0 KM (23.6 MI) SW FROM CHAMBERS.
 FP0411'37.5 KM (23.3 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0411'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS,
 FP0411'THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY ALONG A PAVED ROAD AND 64.0
 FP0411'METERS (210.0 FT) EAST OF THE CENTERLINE OF THE ROAD.
 FP0411'THE MARK IS 3.0 METERS  S FROM A WITNESS POST.
 FP0411'THE MARK IS 1.2 M ABOVE THE ROAD.
 FP0411
 FP0411                          STATION RECOVERY (2004)
 FP0411
 FP0411'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0704 ***********************************************************************
 FQ0704  DESIGNATION -  PAT
 FQ0704  PID         -  FQ0704
 FQ0704  STATE/COUNTY-  AZ/COCONINO
 FQ0704  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0704
 FQ0704                         *CURRENT SURVEY CONTROL
 FQ0704  ___________________________________________________________________
 FQ0704* NAD 83(1992)-  35 34 31.67442(N)    111 31 55.19644(W)     ADJUSTED  
 FQ0704* NAVD 88     -      1717.4    (meters)    5635.     (feet)  VERTCON   
 FQ0704  ___________________________________________________________________
 FQ0704  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 FQ0704  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FQ0704  HORZ ORDER  -  SECOND
 FQ0704
 FQ0704.The horizontal coordinates were established by classical geodetic methods
 FQ0704.and adjusted by the National Geodetic Survey in August 1993.
 FQ0704
 FQ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0704
 FQ0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0704
 FQ0704.The geoid height was determined by GEOID03.
 FQ0704
 FQ0704;                    North         East     Units Scale Factor Converg.
 FQ0704;SPC AZ C     -   507,481.391   248,224.588   MT  0.99991497   +0 13 25.7
 FQ0704;SPC AZ C     - 1,664,965.19    814,385.13   iFT  0.99991497   +0 13 25.7
 FQ0704;UTM  12      - 3,936,993.193   451,796.304   MT  0.99962863   -0 18 34.2
 FQ0704
 FQ0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0704!SPC AZ C     -   0.99973419  x   0.99991497  =   0.99964918
 FQ0704!UTM  12      -   0.99973419  x   0.99962863  =   0.99936292
 FQ0704
 FQ0704|---------------------------------------------------------------------|
 FQ0704| PID    Reference Object                     Distance      Geod. Az  |
 FQ0704|                                                           dddmmss.s |
 FQ0704| CH3887 PAT RM 2                              9.625 METERS 00805     |
 FQ0704| CH3886 PAT RM 1                              9.415 METERS 18439     |
 FQ0704| FQ0700 CINDER                              APPROX. 6.0 KM 1920423.9 |
 FQ0704|---------------------------------------------------------------------|
 FQ0704
 FQ0704                          SUPERSEDED SURVEY CONTROL
 FQ0704
 FQ0704  NAD 83(1986)-  35 34 31.67337(N)    111 31 55.19336(W) AD(       ) 2
 FQ0704  NAD 27      -  35 34 31.66264(N)    111 31 52.64322(W) AD(       ) 2
 FQ0704  NGVD 29 (07/19/86) 1716.5    (m)         5632.     (f) VERT ANG    3  
 FQ0704
 FQ0704.Superseded values are not recommended for survey control.
 FQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0704.See file dsdata.txt to determine how the superseded data were derived.
 FQ0704
 FQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5179636993(NAD 83)
 FQ0704_MARKER: DD = SURVEY DISK
 FQ0704_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0704
 FQ0704  HISTORY     - Date     Condition        Report By
 FQ0704  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0704
 FQ0704                          STATION DESCRIPTION
 FQ0704
 FQ0704'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0704'THE STATION IS ABOUT 26 MILES NORTHEAST OF FLAGSTAFF, 21.5 MILE
 FQ0704'SOUTHWEST OF CAMERON ON WEST SIDE OF U.S. HWY. 89 ATOP A SMALL HILL.
 FQ0704'
 FQ0704'THE STATION IS A STANDARD AZDT HWY. DIVISION DISK STAMPED PAT
 FQ0704'1976 SET IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 4
 FQ0704'INCHES.  THE STATION IS ABOUT 350 FEET WEST OF HWY. CENTERLINE
 FQ0704'AND IS MARKED BY A WITNESS POST AND SIGN 4-1/2 FEET TO THE WEST.
 FQ0704'
 FQ0704'REFERENCE MARK 2 IS A STANDARD AZDT HWY. DIVISION DISK STAMPED
 FQ0704'PAT RM 2 1976 AND IS EPOXIED TO A ROCK OUTCROP FLUSH WITH THE
 FQ0704'GROUND, 32.2 FEET NORTH OF WITNESS POST.
 FQ0704'
 FQ0704'REFERENCE MARK 1 IS A STANDARD AZDT HWY. DIVISION DISK STAMPED PAT
 FQ0704'RM 1 1976 AND IS EPOXIED TO A 1 X 2 FOOT BOULDER PROJECTING 10
 FQ0704'INCHES.  THE MARK IS 3 FEET NORTH OF A JUNIPER TREE AND 31 FEET
 FQ0704'SOUTH OF WITNESS POST.
 FQ0704'
 FQ0704'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 89 AND 66, 6
 FQ0704'MILES EAST OF FLAGSTAFF, GO NORTH ON HWY. 89 TO MILE POST 444.86
 FQ0704'AND THE STATION ON THE LEFT, WEST, 350 FEET FROM HWY. 89 ON TOP
 FQ0704'OF A SMALL HILL.  AT MILE POST 444.86, A ROAD RIGHT, EAST, LEADS
 FQ0704'TO WUPATKI NATIONAL MONUMENT, GO NORTH ON HWY. 89 FOR 0.11 MILE
 FQ0704'TO A GATE IN LEFT FENCE, GO THROUGH GATE AND GO SOUTH FOR 0.1
 FQ0704'MILE TO STATION.
 FQ0704'
 FQ0704'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0357 ***********************************************************************
 CF0357  DESIGNATION -  PAT
 CF0357  PID         -  CF0357
 CF0357  STATE/COUNTY-  AZ/COCHISE
 CF0357  USGS QUAD   -  PAT HILLS SOUTH (1986)
 CF0357
 CF0357                         *CURRENT SURVEY CONTROL
 CF0357  ___________________________________________________________________
 CF0357* NAD 83(1992)-  31 59 53.41700(N)    109 34 35.35926(W)     ADJUSTED  
 CF0357* NAVD 88     -      1503.3    (meters)    4932.     (feet)  VERTCON   
 CF0357  ___________________________________________________________________
 CF0357  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CF0357  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CF0357  HORZ ORDER  -  FIRST
 CF0357
 CF0357.The horizontal coordinates were established by classical geodetic methods
 CF0357.and adjusted by the National Geodetic Survey in August 1993.
 CF0357
 CF0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0357
 CF0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0357
 CF0357.The geoid height was determined by GEOID03.
 CF0357
 CF0357;                    North         East     Units Scale Factor Converg.
 CF0357;SPC AZ E     -   110,816.462   269,123.738   MT  0.99993834   +0 18 45.9
 CF0357;SPC AZ E     -   363,571.07    882,951.90   iFT  0.99993834   +0 18 45.9
 CF0357;UTM  12      - 3,541,118.257   634,467.033   MT  0.99982299   +0 45 15.9
 CF0357
 CF0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0357!SPC AZ E     -   0.99976822  x   0.99993834  =   0.99970657
 CF0357!UTM  12      -   0.99976822  x   0.99982299  =   0.99959125
 CF0357
 CF0357:                Primary Azimuth Mark                     Grid Az
 CF0357:SPC AZ E     -  PAT AZ MK                                000 53 14.6
 CF0357:UTM  12      -  PAT AZ MK                                000 26 44.6
 CF0357
 CF0357|---------------------------------------------------------------------|
 CF0357| PID    Reference Object                     Distance      Geod. Az  |
 CF0357|                                                           dddmmss.s |
 CF0357| CC7962 PAT AZ MK                                          0011200.5 |
 CF0357| CY1182 WINDMILL ABOUT 5 MI NE OF PAT       APPROX. 8.5 KM 0111028.3 |
 CF0357| CY1150 WOOD WATER TANK                     APPROX.16.7 KM 0412516.6 |
 CF0357| CF0325 PHOENIX EL PASO AWY BCN T 5         APPROX.26.1 KM 0913615.4 |
 CF0357| CC7964 PAT RM 2                             11.511 METERS 21521     |
 CF0357| CC7963 PAT RM 1                              7.804 METERS 30037     |
 CF0357| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX. 1.8 KM 3052553.4 |
 CF0357|---------------------------------------------------------------------|
 CF0357
 CF0357                          SUPERSEDED SURVEY CONTROL
 CF0357
 CF0357  NAD 83(1986)-  31 59 53.41270(N)    109 34 35.35438(W) AD(       ) 1
 CF0357  NAD 27      -  31 59 53.10300(N)    109 34 33.12700(W) AD(       ) 1
 CF0357  NGVD 29 (07/19/86) 1502.5    (m)         4929.     (f) VERT ANG    3  
 CF0357
 CF0357.Superseded values are not recommended for survey control.
 CF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0357.See file dsdata.txt to determine how the superseded data were derived.
 CF0357
 CF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA3446741118(NAD 83)
 CF0357_MARKER: DS = TRIANGULATION STATION DISK
 CF0357_SETTING: 80 = SET IN A BOULDER
 CF0357_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0357
 CF0357  HISTORY     - Date     Condition        Report By
 CF0357  HISTORY     - 1935     MONUMENTED       CGS
 CF0357  HISTORY     - 1945     GOOD             CGS
 CF0357  HISTORY     - 1972     GOOD             AZHD
 CF0357
 CF0357                          STATION DESCRIPTION
 CF0357
 CF0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CF0357'STATION IS LOCATED ON THE S END OF A CHAIN OF LOW HILLS ABOUT
 CF0357'16 MILES NE OF PIERCE.
 CF0357'
 CF0357'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CF0357'HOLES IN BOULDERS.
 CF0357'
 CF0357'REACHED FROM WILLCOX AS FOLLOWS--FOLLOW THE MAIN TRAVELED ROAD
 CF0357'S FROM THE DEPOT FOR 6.5 MILES, (MAIN ROAD TURNS LEFT), KEEP
 CF0357'STRAIGHT AHEAD AT THIS JUNCTION FOR 5.3 MILES TO A CATTLE
 CF0357'GUARD ON THE LEFT.  TURN LEFT THROUGH THE GUARD AND FOLLOW
 CF0357'THE MAIN TRAVELED ROAD FOR 1.0 MILE.  KEEP TO THE RIGHT OF THE
 CF0357'FENCE CORNER AND GO SE FOR 1.3 MILES TO A FORK.  FOLLOW THE
 CF0357'LEFT FORK FOR 0.7 MILE.  KEEP STRAIGHT AHEAD FOR 0.3 MILE TO A
 CF0357'CATTLE GUARD.  GO THROUGH CATTLE GUARD AND KEEP STRAIGHT AHEAD
 CF0357'FOR 2.2 MILES TO ANOTHER GUARD.  FROM HERE FOLLOW THE MAIN
 CF0357'TRAVELED ROAD (DEEPEST TRACKS) AROUND THROUGH ANOTHER CATTLE
 CF0357'GUARD AND ON TO A BIG COTTONWOOD TREE, A WINDMILL, AND
 CF0357'CORRAL (ABOUT 6.5 MILES) (JUST AS THE TREE AND WINDMILL COME
 CF0357'INTO SIGHT AND AT THE GUARD IS THE RIGHT TURN FOR STATION
 CF0357'LANDMARK).  AT THE TREE AND WINDMILL WIND AROUND TO THE LEFT
 CF0357'AND PASS THROUGH THE GATE FOLLOWING THE OLD TRACKS TO THE FOOT
 CF0357'OF THE HILL.  TRUCK CAN BE DRIVEN TO THE TOP AND TO THE
 CF0357'STATION.
 CF0357
 CF0357                          STATION RECOVERY (1945)
 CF0357
 CF0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CF0357'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 CF0357'A U.S.G.S. BENCH MARK IS NOW BEING USED FOR AN AZIMUTH MARK
 CF0357'AND OBSERVATIONS WERE MADE ON IT.  THE STATION IS LOCATED
 CF0357'ABOUT 23 MILES SE OF WILLCOX AND ABOUT 23 MILES SSW OF BOWIE.
 CF0357'IT IS ON THE HIGHEST POINT OF THE MOST SE HILL OF A GROUP
 CF0357'OF LOW HILLS AND THERE IS AN AIRWAY BEACON ON THE FIRST
 CF0357'HILL TO THE NW OF IT.
 CF0357'
 CF0357'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO
 CF0357'E ACROSS THE RAILROAD TRACKS AND CONTINUE ON THE MAIN ROAD
 CF0357'FOR 6.1 MILES TO THE ROAD LEADING LEFT TO DOS CABEZOS, TURN
 CF0357'LEFT AND CONTINUE ON THE MAIN ROAD FOR 8.6 MILES TO THE POST
 CF0357'OFFICE IN DOS CABEZOS.  CONTINUE STRAIGHT AHEAD ON THE MAIN
 CF0357'ROAD FOR 2.9 MILES TO A FORK, KEEP THE RIGHT FORK, THE MAIN
 CF0357'ROAD, AND CONTINUE FOR 5.1 MILES TO A CATTLE GUARD AND A BLADED
 CF0357'ROAD LEADING TO THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE
 CF0357'TO A SMALL WOODEN BRIDGE, CONTINUE STRAIGHT AHEAD FOR 0.5
 CF0357'MILE TO A ROAD LEADING RIGHT THROUGH A CATTLE GUARD.  TURN
 CF0357'RIGHT OFF THE MAIN ROAD THROUGH THE CATTLE GUARD AND FOLLOW
 CF0357'THE BLADED ROAD FOR 0.4 MILE TO A CATTLE GUARD, CONTINUE
 CF0357'AHEAD FOR 1.0 MILE TO ANOTHER CATTLE GUARD, PASS THROUGH
 CF0357'THE CATTLE GUARD, TAKE THE RIGHT FORK AND CONTINUE FOR 1.7 MILES
 CF0357'TO A GATE, PASS THROUGH THE GATE, KEEP THE LEFT FORK AND
 CF0357'CONTINUE FOR 0.8 MILE TO A CATTLE GUARD, CONTINUE FOR 0.05
 CF0357'MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE FOR 2.1
 CF0357'MILES TO A REVERSE Y FORK NEAR A WOODEN WINDMILL AND SOME
 CF0357'COTTONWOOD TREES.  TURN SHARP LEFT TOWARD THE LARGE WOOD GATE
 CF0357'JUST TO THE LEFT OF THE WINDMILL.  THE AZIMUTH MARK IS AT
 CF0357'THIS POINT, 52 FEET NW OF THE CENTER OF THE GATE AND 4 FEET NE
 CF0357'OF THE FENCE.  TO CONTINUE TO THE STATION, PASS THROUGH
 CF0357'THE GATE AND CONTINUE FOR 0.1 MILE TO ANOTHER GATE, PASS
 CF0357'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.9
 CF0357'MILE TO ANOTHER GATE AT THE N BASE OF THE HILL, PASS THROUGH
 CF0357'THE GATE AND TURN LEFTALONG THE FENCE AND CONTINUE ON THE
 CF0357'TRACK ROAD FOR 0.2 MILE TO A RIGHT FORK.  TAKE THE RIGHT
 CF0357'FORK AND CONTINUE FOR 0.6 MILE, TURN RIGHT OFF THE TRACK ROAD
 CF0357'AND GO ACROSS COUNTRY TOWARD THE SADDLE TO THE LEFT OF THE
 CF0357'HILL.  CONTINUE FOR 0.6 MILE TO THE BASE OF THE SADDLE AND THE
 CF0357'END OF TRUCK TRAVEL.  PACK RIGHT TO THE HIGHEST POINT AND
 CF0357'THE STATION.
 CF0357'
 CF0357'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 CF0357'BEDROCK PROJECTING ABOUT 8 INCHES AND IS STAMPED PAT 1935.
 CF0357'
 CF0357'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CF0357'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED PAT NO 1
 CF0357'1935.  IT IS SSE OF THE STATION AND ABOUT 3 FEET LOWER.
 CF0357'
 CF0357'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 CF0357'BEDROCK PROJECTING ABOUT 8 INCHES AND IS STAMPED PAT NO 2 1935.
 CF0357'IT IS WNW OF THE STATION AND ABOUT LEVEL WITH IT.
 CF0357'
 CF0357'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 CF0357'WA 6 1941.  THE ELEVATION HAS NOT BEEN STAMPED ON THE DISK.
 CF0357'THE DISK IS SET IN A 6 INCH HEXAGONAL CONCRETE POST PROJECTING
 CF0357'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 1-1/4 MILES N OF
 CF0357'THE STATION, 52 FEET NW OF THE CENTER OF THE GATE, 4 FEET
 CF0357'NE OF THE FENCE, AND 4 FEET S OF A WITNESS POST.  IT IS
 CF0357'REACHED AS SHOWN ABOVE.
 CF0357
 CF0357                          STATION RECOVERY (1972)
 CF0357
 CF0357'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 CF0357'A.  GENERAL LOCATION-21 AIRLINE MILES N.N.E. OF ELFRIDA ARIZ.
 CF0357'
 CF0357'B.  TO REACH-FROM ELFRIDA ARIZ P.O. GO N. ON HWY 666 14.4 MILES
 CF0357'TURN RIGHT (E) ON HWY 181.  CONT FOR 2.0 MILES, TURN LEFT (N)
 CF0357'ON BELL RANCH RD. CONT. FOR 5.1 MILES, TURN RIGHT (E)
 CF0357'CONTINUE FOR 5.3 MILES TURN LEFT (N) ON TRACK ROAD GO 0.4
 CF0357'MILES TO WINDMILL.  PASS ON EAST SIDE.  CONTINUE 0.3 MILES TO
 CF0357'FORK, GO RIGHT FOR 1.8 MILES.  CONTINUE N.N.E. TO WIRE FENCE.
 CF0357'TAKE DOWN 4 WIRE FENCE, CROSS.  CONTINUE NNE CROSS COUNTRY
 CF0357'0.7 MILE TO STATION.
 CF0357'
 CF0357'C. STATION MARK-IN AND GOOD.
 CF0357'
 CF0357'D. REFERENCE MARK- R.M. 1 AND R.M. 2 IN AND GOOD.
 CF0357'
 CF0357'E. AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0172 ***********************************************************************
 DV0172  DESIGNATION -  PAT 2
 DV0172  PID         -  DV0172
 DV0172  STATE/COUNTY-  AZ/MARICOPA
 DV0172  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0172
 DV0172                         *CURRENT SURVEY CONTROL
 DV0172  ___________________________________________________________________
 DV0172* NAD 83(1992)-  33 42 45.22345(N)    112 07 58.74367(W)     NO CHECK  
 DV0172* NAVD 88     -       435.44   (+/-2cm)    1428.6    (feet)  VERTCON   
 DV0172  ___________________________________________________________________
 DV0172  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 DV0172  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV0172  HORZ ORDER  -  THIRD
 DV0172  VERT ORDER  -  THIRD (See Below)
 DV0172
 DV0172.The horizontal coordinates were established by classical geodetic methods
 DV0172.and adjusted by the National Geodetic Survey in August 1993.
 DV0172.No horizontal observational check was made to the station.
 DV0172
 DV0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0172.The vertical order pertains to the NGVD 29 superseded value.
 DV0172
 DV0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0172
 DV0172.The geoid height was determined by GEOID03.
 DV0172
 DV0172;                    North         East     Units Scale Factor Converg.
 DV0172;SPC AZ C     -   300,795.489   193,310.463   MT  0.99990495   -0 07 12.2
 DV0172;SPC AZ C     -   986,861.84    634,220.68   iFT  0.99990495   -0 07 12.2
 DV0172;UTM  12      - 3,730,862.325   395,017.610   MT  0.99973587   -0 37 44.0
 DV0172
 DV0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0172!SPC AZ C     -   0.99993627  x   0.99990495  =   0.99984123
 DV0172!UTM  12      -   0.99993627  x   0.99973587  =   0.99967216
 DV0172
 DV0172|---------------------------------------------------------------------|
 DV0172| PID    Reference Object                     Distance      Geod. Az  |
 DV0172|                                                           dddmmss.s |
 DV0172| DV0170 PAT                                  24.157 METERS 05536     |
 DV0172| DV0169 PAT RM 1                                           07127     |
 DV0172| DV2003 ADOBE                               APPROX. 2.5 KM 1432954.1 |
 DV0172| DV0174 PAT 2 RM 4                           11.898 METERS 18216     |
 DV0172| DV0173 PAT 2 RM 3                            9.704 METERS 27456     |
 DV0172|---------------------------------------------------------------------|
 DV0172
 DV0172                          SUPERSEDED SURVEY CONTROL
 DV0172
 DV0172  NAD 83(1986)-  33 42 45.21887(N)    112 07 58.74971(W) AD(       ) 3
 DV0172  NAD 27      -  33 42 45.08258(N)    112 07 56.19496(W) AD(       ) 3
 DV0172  NGVD 29 (03/28/06)  434.85   (m)         1426.7    (f) RESET       3  
 DV0172
 DV0172.Superseded values are not recommended for survey control.
 DV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0172.See file dsdata.txt to determine how the superseded data were derived.
 DV0172
 DV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9501830862(NAD 83)
 DV0172_MARKER: DS = TRIANGULATION STATION DISK
 DV0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0172_SP_SET: MONUMENT
 DV0172_STAMPING: PAT 2 1972
 DV0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0172+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 DV0172
 DV0172  HISTORY     - Date     Condition        Report By
 DV0172  HISTORY     - 1972     MONUMENTED       CGS
 DV0172  HISTORY     - 1972     GOOD             NGS
 DV0172  HISTORY     - 1975     GOOD             DMA
 DV0172  HISTORY     - 19990107 GOOD             USPSQD
 DV0172  HISTORY     - 20000109 GOOD             USPSQD
 DV0172  HISTORY     - 20070411 GOOD             GEOCAC
 DV0172
 DV0172                          STATION DESCRIPTION
 DV0172
 DV0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (LFS)
 DV0172'THE STATION MARK IS A STANDARD DISK STAMPED, PAT 2 1972.
 DV0172'IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DV0172'PROJECTS 1 INCH.  115-1/2 FEET SOUTH OF THE CENTER LINE OF
 DV0172'HAPPY VALLEY ROAD AND 2 FEET EAST OF A WITNESS POST
 DV0172'AND SIGN.
 DV0172'
 DV0172'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, PAT 2 NO 3 1972.
 DV0172'IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DV0172'PROJECTS 2 INCHES.  IT IS 111 FEET SOUTH OF HAPPY VALLEY
 DV0172'ROAD AND 30 FEET WEST OF THE WITNESS POST.
 DV0172'
 DV0172'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, PAT 2 NO 4
 DV0172'1972.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 DV0172'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 145 FEET
 DV0172'SOUTH OF THE CENTER OF HAPPY VALLEY ROAD 38 FEET SOUTH OF
 DV0172'THE WITNESS POST.
 DV0172'
 DV0172'STATION ADOBE 1959 SERVES FOR AN AZIMUTH MARK.
 DV0172'
 DV0172'TO REACH THE STATION FROM CAMELBACK ROAD AND BLACK CANYON
 DV0172'HIGHWAY IN PHOENIX, GO NORTH 13.7 MILES ALONG THE BLACK CANYON
 DV0172'HIGHWAY TO HAPPY VALLEY ROAD EXIT.  EXIT AND GO WEST ALONG
 DV0172'HAPPY VALLEY ROAD FOR 0.3 MILE TO A CROSSROAD, CONTINUE WEST
 DV0172'FOR 0.6 MILE TO THE STATION ON THE LEFT.
 DV0172'
 DV0172'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV0172
 DV0172                          STATION RECOVERY (1972)
 DV0172
 DV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DV0172'11.0 MI NW FROM PHOENIX.
 DV0172'16.0 MILES NORTH ALONG THE BLACK CANYON HIGHWAY FROM THE INTERSECTION
 DV0172'OF GRAND AVENUE, THENCE 0.9 MILE WEST ALONG HAPPY VALLEY ROAD TO THE
 DV0172'MARK ON THE LEFT.  115 1/2 FEET SOUTH OF THE CENTER OF HAPPY VALLEY
 DV0172'ROAD AND 2 FEET EAST OF A WITNESS POST AND SIGN.  THE MARK IS SET IN
 DV0172'THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 DV0172
 DV0172                          STATION RECOVERY (1975)
 DV0172
 DV0172'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RLE)
 DV0172'PAT 2 1972 RECOVERED GOOD.
 DV0172'
 DV0172'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES NORTHWEST
 DV0172'OF VILLAGE OF ADOBE.
 DV0172
 DV0172                          STATION RECOVERY (1999)
 DV0172
 DV0172'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0172'RECOVERED IN GOOD CONDITION.
 DV0172
 DV0172                          STATION RECOVERY (2000)
 DV0172
 DV0172'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0172'RECOVERED IN GOOD CONDITION.
 DV0172
 DV0172                          STATION RECOVERY (2007)
 DV0172
 DV0172'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0173 ***********************************************************************
 DV0173  DESIGNATION -  PAT 2 RM 3
 DV0173  PID         -  DV0173
 DV0173  STATE/COUNTY-  AZ/MARICOPA
 DV0173  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0173
 DV0173                         *CURRENT SURVEY CONTROL
 DV0173  ___________________________________________________________________
 DV0173* NAD 83(1986)-  33 42 44.     (N)    112 07 52.     (W)     SCALED    
 DV0173* NAVD 88     -       435.44   (+/-2cm)    1428.6    (feet)  VERTCON   
 DV0173  ___________________________________________________________________
 DV0173  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV0173  VERT ORDER  -  THIRD (See Below)
 DV0173
 DV0173.The horizontal coordinates were scaled from a topographic map and have
 DV0173.an estimated accuracy of +/- 6 seconds.
 DV0173
 DV0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0173.The vertical order pertains to the NGVD 29 superseded value.
 DV0173
 DV0173.The geoid height was determined by GEOID03.
 DV0173
 DV0173;                    North         East    Units  Estimated Accuracy
 DV0173;SPC AZ C     -   300,760.      193,480.      MT  (+/- 180 meters Scaled)
 DV0173
 DV0173                          SUPERSEDED SURVEY CONTROL
 DV0173
 DV0173  NGVD 29 (03/28/06)  434.86   (m)         1426.7    (f) RESET       3  
 DV0173
 DV0173.Superseded values are not recommended for survey control.
 DV0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0173.See file dsdata.txt to determine how the superseded data were derived.
 DV0173
 DV0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC951308(NAD 83)
 DV0173_MARKER: DR = REFERENCE MARK DISK
 DV0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0173_SP_SET: MONUMENT
 DV0173_STAMPING: PAT 2 NO 3 1972
 DV0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0173+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 DV0173
 DV0173  HISTORY     - Date     Condition        Report By
 DV0173  HISTORY     - 1972     MONUMENTED       NGS
 DV0173  HISTORY     - 19990107 GOOD             USPSQD
 DV0173  HISTORY     - 20000109 GOOD             USPSQD
 DV0173  HISTORY     - 20070411 GOOD             GEOCAC
 DV0173
 DV0173                          STATION DESCRIPTION
 DV0173
 DV0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DV0173'11.0 MI NW FROM PHOENIX.
 DV0173'16.0 MILES NORTH ALONG THE BLACK CANYON HIGHWAY FROM THE INTERSECTION
 DV0173'OF GRAND AVENUE, THENCE 0.9 MILE WEST ALONG HAPPY VALLEY ROAD TO THE
 DV0173'MARK ON THE LEFT.  111 FEET SOUTH OF THE CENTER OF HAPPY VALLEY ROAD
 DV0173'AND 30 FEET WEST OF A WITNESS POST AND SIGN.  THE MARK IS SET IN THE
 DV0173'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 DV0173
 DV0173                          STATION RECOVERY (1999)
 DV0173
 DV0173'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0173'RECOVERED IN GOOD CONDITION.
 DV0173
 DV0173                          STATION RECOVERY (2000)
 DV0173
 DV0173'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0173'RECOVERED IN GOOD CONDITION.
 DV0173
 DV0173                          STATION RECOVERY (2007)
 DV0173
 DV0173'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0174 ***********************************************************************
 DV0174  DESIGNATION -  PAT 2 RM 4
 DV0174  PID         -  DV0174
 DV0174  STATE/COUNTY-  AZ/MARICOPA
 DV0174  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0174
 DV0174                         *CURRENT SURVEY CONTROL
 DV0174  ___________________________________________________________________
 DV0174* NAD 83(1986)-  33 42 44.     (N)    112 07 52.     (W)     SCALED    
 DV0174* NAVD 88     -       435.35   (+/-2cm)    1428.3    (feet)  VERTCON   
 DV0174  ___________________________________________________________________
 DV0174  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV0174  VERT ORDER  -  THIRD (See Below)
 DV0174
 DV0174.The horizontal coordinates were scaled from a topographic map and have
 DV0174.an estimated accuracy of +/- 6 seconds.
 DV0174
 DV0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0174.The vertical order pertains to the NGVD 29 superseded value.
 DV0174
 DV0174.The geoid height was determined by GEOID03.
 DV0174
 DV0174;                    North         East    Units  Estimated Accuracy
 DV0174;SPC AZ C     -   300,760.      193,480.      MT  (+/- 180 meters Scaled)
 DV0174
 DV0174                          SUPERSEDED SURVEY CONTROL
 DV0174
 DV0174  NGVD 29 (03/28/06)  434.76   (m)         1426.4    (f) RESET       3  
 DV0174
 DV0174.Superseded values are not recommended for survey control.
 DV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0174.See file dsdata.txt to determine how the superseded data were derived.
 DV0174
 DV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC951308(NAD 83)
 DV0174_MARKER: DR = REFERENCE MARK DISK
 DV0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0174_SP_SET: MONUMENT
 DV0174_STAMPING: PAT 2 NO 4 1972
 DV0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0174+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 DV0174
 DV0174  HISTORY     - Date     Condition        Report By
 DV0174  HISTORY     - 1972     MONUMENTED       NGS
 DV0174  HISTORY     - 19990107 GOOD             USPSQD
 DV0174  HISTORY     - 20000109 GOOD             USPSQD
 DV0174  HISTORY     - 20070411 GOOD             GEOCAC
 DV0174
 DV0174                          STATION DESCRIPTION
 DV0174
 DV0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DV0174'11.0 MI NW FROM PHOENIX.
 DV0174'16.0 MILES NORTH ALONG THE BLACK CANYON HIGHWAY FROM THE INTERSECTION
 DV0174'OF GRAND AVENUE, THENCE 0.9 MILE WEST ALONG HAPPY VALLEY ROAD TO THE
 DV0174'MARK ON THE LEFT.  145 FEET SOUTH OF HAPPY VALLEY ROAD AND 38 FEET
 DV0174'SOUTH OF THE WITNESS POST AND SIGN.  THE MARK IS SET IN THE TOP OF A
 DV0174'10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 DV0174
 DV0174                          STATION RECOVERY (1999)
 DV0174
 DV0174'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0174'RECOVERED IN GOOD CONDITION.
 DV0174
 DV0174                          STATION RECOVERY (2000)
 DV0174
 DV0174'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0174'RECOVERED IN GOOD CONDITION.
 DV0174
 DV0174                          STATION RECOVERY (2007)
 DV0174
 DV0174'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5780 ***********************************************************************
 DH5780  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5780  DESIGNATION -  PAT HILL
 DH5780  PID         -  DH5780
 DH5780  STATE/COUNTY-  AZ/COCHISE
 DH5780  USGS QUAD   -  SULPHUR HILLS (1986)
 DH5780
 DH5780                         *CURRENT SURVEY CONTROL
 DH5780  ___________________________________________________________________
 DH5780* NAD 83(2007)-  31 59 32.54520(N)    109 39 38.97989(W)     ADJUSTED  
 DH5780* NAVD 88     -      1324.58   (meters)    4345.7    (feet)  GPS OBS   
 DH5780  ___________________________________________________________________
 DH5780  EPOCH DATE  -        2007.00
 DH5780  X           -  -1,822,089.080 (meters)                     COMP
 DH5780  Y           -  -5,099,881.187 (meters)                     COMP
 DH5780  Z           -   3,360,401.692 (meters)                     COMP
 DH5780  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DH5780  ELLIP HEIGHT-        1297.545 (meters)          (02/10/07) ADJUSTED
 DH5780  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DH5780
 DH5780  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5780  Type    PID    Designation                      North   East  Ellip
 DH5780  -------------------------------------------------------------------
 DH5780  NETWORK DH5780 PAT HILL                          0.82   0.67   2.51
 DH5780  -------------------------------------------------------------------
 DH5780
 DH5780.The horizontal coordinates were established by GPS observations
 DH5780.and adjusted by the National Geodetic Survey in February 2007.
 DH5780
 DH5780.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5780.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5780.The horizontal coordinates are valid at the epoch date displayed above.
 DH5780.The epoch date for horizontal control is a decimal equivalence
 DH5780.of Year/Month/Day.
 DH5780
 DH5780.The orthometric height was determined by GPS observations and a
 DH5780.high-resolution geoid model.
 DH5780.The orthometric height was determined by GPS observations and a
 DH5780.high-resolution geoid model using precise GPS observation and
 DH5780.processing techniques.
 DH5780
 DH5780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5780
 DH5780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5780
 DH5780.The ellipsoidal height was determined by GPS observations
 DH5780.and is referenced to NAD 83.
 DH5780
 DH5780.The geoid height was determined by GEOID03.
 DH5780
 DH5780;                    North         East     Units Scale Factor Converg.
 DH5780;SPC AZ E     -   110,133.235   261,157.759   MT  0.99992817   +0 16 04.8
 DH5780;SPC AZ E     -   361,329.51    856,816.79   iFT  0.99992817   +0 16 04.8
 DH5780;UTM  12      - 3,540,373.741   626,507.537   MT  0.99979737   +0 42 34.5
 DH5780
 DH5780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5780!SPC AZ E     -   0.99979630  x   0.99992817  =   0.99972449
 DH5780!UTM  12      -   0.99979630  x   0.99979737  =   0.99959371
 DH5780
 DH5780                          SUPERSEDED SURVEY CONTROL
 DH5780
 DH5780  NAD 83(1992)-  31 59 32.54484(N)    109 39 38.97896(W) AD(       ) B
 DH5780  ELLIP H (08/22/05) 1297.563  (m)                       GP(       ) 4 2
 DH5780
 DH5780.Superseded values are not recommended for survey control.
 DH5780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5780.See file dsdata.txt to determine how the superseded data were derived.
 DH5780
 DH5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2650840374(NAD 83)
 DH5780_MARKER: DD = SURVEY DISK
 DH5780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5780_STAMPING: PAT HILL 2004
 DH5780_MARK LOGO: AZ-003
 DH5780_PROJECTION: FLUSH
 DH5780_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5780+STABILITY: SURFACE MOTION
 DH5780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5780+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5780
 DH5780  HISTORY     - Date     Condition        Report By
 DH5780  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5780
 DH5780                          STATION DESCRIPTION
 DH5780
 DH5780'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5780'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5780'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5780'5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS SETTLEMENT
 DH5780'RD. FOR APPROX. 12.0 MILES TO PARKER RANCH RD. TURN LEFT AND HEAD EAST
 DH5780'ON PARKER RANCH RD. FOR APPROXIMATELY 4.0 MILES TO THE INTERSECTION OF
 DH5780'PARKER RANCH RD. AND WILLHITE RD. CONTINUE EAST ON PARKER RANCH FOR
 DH5780'ANOTHER 1.0 MILES TO CANADA LN. TRAVEL EAST ON CANADA LN. 0.5 MILES TO
 DH5780'S CALLE CONTENTO, CONTINUE EAST THROUGH AN ELECTRIC FENCE GATE 0.43
 DH5780'MILES TO A GATE ON THE SOUTH FENCE LINE TO THE STATION. PROCEED
 DH5780'THROUGH THE GATE TO THE STATION APPROXIMATELY 120 FEET SE OF THE GATE.
 DH5780'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5780'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5780'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0169 ***********************************************************************
 DV0169  DESIGNATION -  PAT RM 1
 DV0169  PID         -  DV0169
 DV0169  STATE/COUNTY-  AZ/MARICOPA
 DV0169  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0169
 DV0169                         *CURRENT SURVEY CONTROL
 DV0169  ___________________________________________________________________
 DV0169* NAD 83(1986)-  33 42 45.     (N)    112 07 58.     (W)     SCALED    
 DV0169* NAVD 88     -       435.56   (+/-2cm)    1429.0    (feet)  VERTCON   
 DV0169  ___________________________________________________________________
 DV0169  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0169
 DV0169.The horizontal coordinates were scaled from a topographic map and have
 DV0169.an estimated accuracy of +/- 6 seconds.
 DV0169
 DV0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0169.The vertical order pertains to the NGVD 29 superseded value.
 DV0169
 DV0169.The geoid height was determined by GEOID03.
 DV0169
 DV0169;                    North         East    Units  Estimated Accuracy
 DV0169;SPC AZ C     -   300,790.      193,330.      MT  (+/- 180 meters Scaled)
 DV0169
 DV0169                          SUPERSEDED SURVEY CONTROL
 DV0169
 DV0169  NGVD 29 (??/??/92)  434.971  (m)         1427.07   (f) ADJ UNCH    2 0
 DV0169
 DV0169.Superseded values are not recommended for survey control.
 DV0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0169.See file dsdata.txt to determine how the superseded data were derived.
 DV0169
 DV0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC950308(NAD 83)
 DV0169_MARKER: DR = REFERENCE MARK DISK
 DV0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0169_SP_SET: MONUMENT
 DV0169_STAMPING: PAT NO 1 1959
 DV0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0169+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 DV0169
 DV0169  HISTORY     - Date     Condition        Report By
 DV0169  HISTORY     - 1959     MONUMENTED       CGS
 DV0169  HISTORY     - 1972     GOOD             NGS
 DV0169  HISTORY     - 19990107 GOOD             USPSQD
 DV0169  HISTORY     - 20000109 GOOD             USPSQD
 DV0169  HISTORY     - 20040923 GOOD             EVANS
 DV0169  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV0169
 DV0169                          STATION DESCRIPTION
 DV0169
 DV0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0169'11.0 MI NW FROM PHOENIX.
 DV0169'16.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0169'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE WEST 0.9 MILE WEST
 DV0169'ALONG HAPPY VALLEY ROAD, 39 FEET SOUTH OF THE WITNESS POST, SET IN THE
 DV0169'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 DV0169
 DV0169                          STATION RECOVERY (1972)
 DV0169
 DV0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DV0169'RECOVERED IN GOOD CONDITION.
 DV0169
 DV0169                          STATION RECOVERY (1999)
 DV0169
 DV0169'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0169'RECOVERED IN GOOD CONDITION.
 DV0169
 DV0169                          STATION RECOVERY (2000)
 DV0169
 DV0169'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0169'RECOVERED IN GOOD CONDITION.
 DV0169
 DV0169                          STATION RECOVERY (2004)
 DV0169
 DV0169'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 DV0169'RECOVERED AS DESCRIBED
 DV0169
 DV0169                          STATION RECOVERY (2007)
 DV0169
 DV0169'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0169'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0169'MARK. THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0171 ***********************************************************************
 DV0171  DESIGNATION -  PAT RM 2
 DV0171  PID         -  DV0171
 DV0171  STATE/COUNTY-  AZ/MARICOPA
 DV0171  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0171
 DV0171                         *CURRENT SURVEY CONTROL
 DV0171  ___________________________________________________________________
 DV0171* NAD 83(1986)-  33 42 45.     (N)    112 07 58.     (W)     SCALED    
 DV0171* NAVD 88     -       435.60   (+/-2cm)    1429.1    (feet)  VERTCON   
 DV0171  ___________________________________________________________________
 DV0171  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0171
 DV0171.The horizontal coordinates were scaled from a topographic map and have
 DV0171.an estimated accuracy of +/- 6 seconds.
 DV0171
 DV0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0171.The vertical order pertains to the NGVD 29 superseded value.
 DV0171
 DV0171.The geoid height was determined by GEOID03.
 DV0171
 DV0171;                    North         East    Units  Estimated Accuracy
 DV0171;SPC AZ C     -   300,790.      193,330.      MT  (+/- 180 meters Scaled)
 DV0171
 DV0171                          SUPERSEDED SURVEY CONTROL
 DV0171
 DV0171  NGVD 29 (??/??/92)  435.019  (m)         1427.22   (f) ADJ UNCH    2 0
 DV0171
 DV0171.Superseded values are not recommended for survey control.
 DV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0171.See file dsdata.txt to determine how the superseded data were derived.
 DV0171
 DV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC950308(NAD 83)
 DV0171_MARKER: DR = REFERENCE MARK DISK
 DV0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0171_SP_SET: MONUMENT
 DV0171_STAMPING: PAT NO 2 1959
 DV0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0171+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 DV0171
 DV0171  HISTORY     - Date     Condition        Report By
 DV0171  HISTORY     - 1959     MONUMENTED       CGS
 DV0171  HISTORY     - 1972     GOOD             NGS
 DV0171  HISTORY     - 19990107 GOOD             USPSQD
 DV0171  HISTORY     - 20000109 GOOD             USPSQD
 DV0171  HISTORY     - 20040923 GOOD             EVANS
 DV0171  HISTORY     - 20070411 MARK NOT FOUND   GEOCAC
 DV0171
 DV0171                          STATION DESCRIPTION
 DV0171
 DV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0171'11.0 MI NW FROM PHOENIX.
 DV0171'16.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0171'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE 0.9 MILE WEST ALONG
 DV0171'HAPPY VALLEY ROAD, 47 FEET SOUTH OF THE CENTER OF THE ROAD, 21 FEET
 DV0171'WEST OF THE WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 DV0171'THAT PROJECTS 2 INCHES.
 DV0171
 DV0171                          STATION RECOVERY (1972)
 DV0171
 DV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DV0171'RECOVERED IN GOOD CONDITION.
 DV0171
 DV0171                          STATION RECOVERY (1999)
 DV0171
 DV0171'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV0171'RECOVERED IN GOOD CONDITION.
 DV0171
 DV0171                          STATION RECOVERY (2000)
 DV0171
 DV0171'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV0171'RECOVERED IN GOOD CONDITION.
 DV0171
 DV0171                          STATION RECOVERY (2004)
 DV0171
 DV0171'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 DV0171'RECOVERED AS DESCRIBED
 DV0171
 DV0171                          STATION RECOVERY (2007)
 DV0171
 DV0171'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0171'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0171'MARK. THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0909 ***********************************************************************
 FR0909  DESIGNATION -  PATCH
 FR0909  PID         -  FR0909
 FR0909  STATE/COUNTY-  AZ/COCONINO
 FR0909  USGS QUAD   -  SUPAI CAMP (1981)
 FR0909
 FR0909                         *CURRENT SURVEY CONTROL
 FR0909  ___________________________________________________________________
 FR0909* NAD 83(1992)-  35 57 01.61852(N)    112 45 05.47260(W)     ADJUSTED  
 FR0909* NAVD 88     -      1769.     (meters)    5804.     (feet)  SCALED    
 FR0909  ___________________________________________________________________
 FR0909  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 FR0909  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0909  HORZ ORDER  -  SECOND
 FR0909
 FR0909.The horizontal coordinates were established by classical geodetic methods
 FR0909.and adjusted by the National Geodetic Survey in June 1998.
 FR0909
 FR0909.The orthometric height was scaled from a topographic map.
 FR0909
 FR0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0909
 FR0909.The geoid height was determined by GEOID03.
 FR0909
 FR0909;                    North         East     Units Scale Factor Converg.
 FR0909;SPC AZ C     -   549,337.544   138,046.166   MT  0.99996987   -0 29 24.6
 FR0909;SPC AZ C     - 1,802,288.53    452,907.37   iFT  0.99996987   -0 29 24.6
 FR0909;UTM  12      - 3,979,870.389   342,033.247   MT  0.99990748   -1 01 42.6
 FR0909
 FR0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0909!SPC AZ C     -   0.99972615  x   0.99996987  =   0.99969602
 FR0909!UTM  12      -   0.99972615  x   0.99990748  =   0.99963365
 FR0909
 FR0909:                Primary Azimuth Mark                     Grid Az
 FR0909:SPC AZ C     -  PATCH AZ MK                              235 33 50.1
 FR0909:UTM  12      -  PATCH AZ MK                              236 06 08.1
 FR0909
 FR0909|---------------------------------------------------------------------|
 FR0909| PID    Reference Object                     Distance      Geod. Az  |
 FR0909|                                                           dddmmss.s |
 FR0909| CH3888 PATCH AZ MK                                        2350425.5 |
 FR0909| CH3889 PATCH RM 1                           33.120 METERS 24621     |
 FR0909| CH3890 PATCH RM 2                           46.928 METERS 31821     |
 FR0909|---------------------------------------------------------------------|
 FR0909
 FR0909                          SUPERSEDED SURVEY CONTROL
 FR0909
 FR0909  NAD 83(1992)-  35 57 01.61852(N)    112 45 05.47260(W) AD(       ) 2
 FR0909  NAD 83(1986)-  35 57 01.61179(N)    112 45 05.46923(W) AD(       ) 2
 FR0909  NAD 27      -  35 57 01.66700(N)    112 45 02.77900(W) AD(       ) 2
 FR0909
 FR0909.Superseded values are not recommended for survey control.
 FR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0909.See file dsdata.txt to determine how the superseded data were derived.
 FR0909
 FR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4203379870(NAD 83)
 FR0909_MARKER: DS = TRIANGULATION STATION DISK
 FR0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0909
 FR0909  HISTORY     - Date     Condition        Report By
 FR0909  HISTORY     - 1936     MONUMENTED       CGS
 FR0909  HISTORY     - 1953     GOOD             LOCSUR
 FR0909
 FR0909                          STATION DESCRIPTION
 FR0909
 FR0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0909'THE STATION IS LOCATED ABOUT 47 MILES NORTH-NORTHEAST OF SELIGMAN,
 FR0909'49 MILES NORTHEAST OF PEACH SPRINGS, 15 MILES NORTH-NORTHEAST
 FR0909'OF ROSE WELL RANCH AND 2.3 MILES NORTH OF A LARGE EARTH
 FR0909'TANK.  IT IS ON A LOW FLAT KNOLL 0.2 MILE EAST OF A
 FR0909'NORTH-AND-SOUTH TRACK ROAD.  THE STATION MARK, PROJECTS
 FR0909'10 INCHES.  THE UNDERGROUND MARK IS SET AS DESCRIBED.
 FR0909'
 FR0909'REACHED FROM SELIGMAN, MAIN INTERSECTION, BY GOING EAST ON
 FR0909'U.S. HIGHWAY 66 FOR 1.L MILE TO TEXACO SERVICE STATION AND SIGN
 FR0909'HAVASUPI INDIAN VILLAGE 71 MILES.  LEAVE HIGHWAY HERE, TURN
 FR0909'LEFT AND GO NORTH ON BLADED ROAD 0.25 MILE TO A GATE, PASS
 FR0909'THROUGH GATE AND CONTINUE NORTH ON BLADED ROAD FOR 3.1 MILES
 FR0909'TO CATTLE GUARD, PASS THROUGH AND CONTINUE 0.35 MILE TO FORK,
 FR0909'TAKE LEFT FORK AND GO 0.25 MILE TO A FORK, TAKE RIGHT FORK AND
 FR0909'GO 0.2 MILE TO FORK.  TAKE RIGHT FORK AND GO 5.0 MILES TO A
 FR0909'CATTLE GUARD, PASS THROUGH AND CONTINUE NORTH FOR 2.9 MILES
 FR0909'TO A CATTLE GUARD.  PASS THROUGH AND CONTINUE NORTH ON
 FR0909'MAIN-TRAVELED-BLADED ROAD FOR 5.7 MILES TO A CATTLE GUARD,
 FR0909'PASS THROUGH AND CONTINUE NORTH ON MAIN-TRAVELED ROAD
 FR0909'ALONG THE WEST SIDE OF FENCE FOR 2.2 MILES TO A FORK, TAKE
 FR0909'LEFT FORK AND CONTINUE NORTH 1.5 MILES TO A FORK, TAKE LEFT
 FR0909'FORK AND CONTINUE NORTH ON MAIN-TRAVELED ROAD FOR 8.9
 FR0909'MILES TO A STEEL GATE, PASS THROUGH GATE AND CONTINUE NORTH
 FR0909'FOR 1.5 MILES TO A WOODEN GATE ENTERING THE ROSE WELL RANCH
 FR0909'YARDS.  PASS THROUGH GATE AND GO NORTH AND EAST 0.2 MILE TO
 FR0909'A STEEL GATE IN EAST-AND-WEST FENCE JUST NORTH OF
 FR0909'RANCH HOUSE.  (THIS IS NEAREST WATER TO STATION).  PASS
 FR0909'THROUGH GATE AND CONTINUE NORTH AND EAST, KEEPING ALL
 FR0909'RIGHT-HAND FORKS, FOR 0.85 MILE TO A FORK AFTER CROSSING
 FR0909'WASHES, TAKE LEFT FORK AND FOLLOW ROAD NORTHWESTERLY
 FR0909'UPHILL, THEN NORTHEASTERLY, FOR 13.8 MILES TO A LARGE EARTH
 FR0909'TANK ON THE RIGHT, CONTINUE NORTH ON MAIN-TRAVELED ROAD FOR
 FR0909'2.3 MILES TO A TRIANGLE TRENCH WITH DIRT MOUND IN CENTER
 FR0909'ON THE RIGHT SIDE OF ROAD, THEN LEAVE ROAD, TURN RIGHT, AND
 FR0909'GO EAST ACROSS COUTRY HEADING FOR A PATCH OF SMALL CEDARS ON
 FR0909'THE NORTH SLOPE OF A GRAVELLY HILL FOR 0.2 MILE TO A
 FR0909'SCRAGGLY SMALL CEDAR WITH THREE BLAZES.  FROM HERE DRIVE UPHILL
 FR0909'0.1 MILE TO TOP AND STATION.
 FR0909'
 FR0909'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS SOUTHWEST
 FR0909'OF THE STATION.  REFERENCE MARK NO. 2 IS FLUSH
 FR0909'WITH THE GROUND AND IS NORTHWEST OF THE STATION.
 FR0909'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS SOUTHWEST
 FR0909'OF THE STATION, IT IS ON A SMALL ROCKY KNOLL 0.1 MILE EAST OF
 FR0909'THE ABOVE-MENTIONED ROAD.
 FR0909'
 FR0909'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 FR0909
 FR0909                          STATION RECOVERY (1953)
 FR0909
 FR0909'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (GCS)
 FR0909'STATION RECOVERED BY AERIAL SURVEYS INC
 FR0909'
 FR0909'STATION AND REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 FR0909'PUBLISHED DESCRIPTION ADEQUATE AS FAR AS THE LARGE EARTH TANK,
 FR0909'FROM THERE IT SHOULD READ AS FOLLOWS--
 FR0909'
 FR0909'CONTINUE N FROM THE EARTH TANK ON AN ABANDONED ROAD FOR 2.0
 FR0909'MI. TO A FENCE (NO GATE), CONTINUE FOR 0.3 MI., THEN TURN OFF
 FR0909'TO THE E AND GO ACROSS COUNTRY FOR 0.2 MI. TO THE TOP OF THE
 FR0909'HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2252 ***********************************************************************
 DU2252  DESIGNATION -  PATCH
 DU2252  PID         -  DU2252
 DU2252  STATE/COUNTY-  AZ/MARICOPA
 DU2252  USGS QUAD   -  MESA (1982)
 DU2252
 DU2252                         *CURRENT SURVEY CONTROL
 DU2252  ___________________________________________________________________
 DU2252* NAD 83(2007)-  33 28 02.38684(N)    111 46 43.14902(W)     NO CHECK  
 DU2252* NAVD 88     -       396.6    (meters)    1301.     (feet)  VERTCON   
 DU2252  ___________________________________________________________________
 DU2252  EPOCH DATE  -        2007.00
 DU2252  X           -  -1,976,201.656 (meters)                     COMP
 DU2252  Y           -  -4,946,200.440 (meters)                     COMP
 DU2252  Z           -   3,497,514.635 (meters)                     COMP
 DU2252  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 DU2252  ELLIP HEIGHT-         367.311 (meters)          (02/10/07) NO CHECK
 DU2252  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU2252
 DU2252  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2252  Type    PID    Designation                      North   East  Ellip
 DU2252  -------------------------------------------------------------------
 DU2252  NETWORK DU2252 PATCH                             2.21   1.72   4.86
 DU2252  -------------------------------------------------------------------
 DU2252
 DU2252.The horizontal coordinates were established by GPS observations
 DU2252.and adjusted by the National Geodetic Survey in February 2007.
 DU2252
 DU2252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2252.No horizontal observational check was made to the station.
 DU2252.The horizontal coordinates are valid at the epoch date displayed above.
 DU2252.The epoch date for horizontal control is a decimal equivalence
 DU2252.of Year/Month/Day.
 DU2252
 DU2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2252
 DU2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2252
 DU2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2252
 DU2252.The ellipsoidal height was determined by GPS observations
 DU2252.and is referenced to NAD 83.
 DU2252
 DU2252.The geoid height was determined by GEOID03.
 DU2252
 DU2252;                    North         East     Units Scale Factor Converg.
 DU2252;SPC AZ C     -   273,585.771   226,188.164   MT  0.99990203   +0 04 34.0
 DU2252;SPC AZ C     -   897,591.11    742,087.15   iFT  0.99990203   +0 04 34.0
 DU2252;UTM  12      - 3,703,368.236   427,646.533   MT  0.99966454   -0 25 45.9
 DU2252
 DU2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2252!SPC AZ C     -   0.99994234  x   0.99990203  =   0.99984437
 DU2252!UTM  12      -   0.99994234  x   0.99966454  =   0.99960690
 DU2252
 DU2252                          SUPERSEDED SURVEY CONTROL
 DU2252
 DU2252  ELLIP H (06/11/02)  367.336  (m)                       GP(       ) 4 2
 DU2252  NAD 83(1992)-  33 28 02.38585(N)    111 46 43.14817(W) AD(       ) 1
 DU2252  ELLIP H (08/23/93)  367.404  (m)                       GP(       ) 4 2
 DU2252  NAD 83(1986)-  33 28 02.37816(N)    111 46 43.15266(W) AD(       ) 1
 DU2252  NGVD 29 (09/11/89)  396.1    (m)         1300.     (f) GPS OBS     3  
 DU2252
 DU2252.Superseded values are not recommended for survey control.
 DU2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2252.See file dsdata.txt to determine how the superseded data were derived.
 DU2252
 DU2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2764703368(NAD 83)
 DU2252_MARKER: DD = SURVEY DISK
 DU2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2252+STABILITY: SURFACE MOTION
 DU2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2252+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2252
 DU2252  HISTORY     - Date     Condition        Report By
 DU2252  HISTORY     - 1986     MONUMENTED       AZDT
 DU2252  HISTORY     - 20061110 MARK NOT FOUND   GEOCAC
 DU2252
 DU2252                          STATION DESCRIPTION
 DU2252
 DU2252'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2252'THE STATION IS LOCATED ABOUT 7.3 KM (4.5 MI) NORTHEAST OF MESA,
 DU2252'ARIZONA.
 DU2252'
 DU2252'TO REACH THE STATION FROM THE INTERSECTION OF VAL VISTA DRIVE AND
 DU2252'MCDOWELL ROAD, GO WEST ON MCDOWELL ROAD FOR 2.35 KM (1.45 MI) TO
 DU2252'THE STATION ON THE RIGHT JUST AFTER CROSSING THE CANAL.
 DU2252'
 DU2252'THE STATION IS A STANDARD AGS DISK
 DU2252'STAMPED---PATCH 1986---,
 DU2252'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2252'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2252'1.22 METERS (4.0 FT) NORTHWEST FROM A WITNESS POST AND SIGN,
 DU2252'1.22 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DU2252'28.83 METERS (94.6 FT) NORTH-NORTHWEST FROM A BRASS CAP ON THE
 DU2252'CENTERLINE OF MCDOWELL ROAD,
 DU2252'23.68 METERS (77.7 FT) NORTH FROM THE EDGE OF MCDOWELL ROAD,
 DU2252'31.85 METERS (104.5 FT) NORTHWEST FROM THE NORTHWEST CANAL HEADWALL
 DU2252'ON MCDOWELL ROAD,
 DU2252'25.54 METERS (83.8 FT) EAST FROM THE ORANGE PATCH SIGN.
 DU2252'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2252'STAMPED---PATCH 1986---,
 DU2252'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2252
 DU2252                          STATION RECOVERY (2006)
 DU2252
 DU2252'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2252'MARK NOT RECOVERED. APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION. A
 DU2252'NEWER MARK HAS BEEN MONUMENTED AT THE LOCATION, BUT THE DESIGNATION IS
 DU2252'NOT THE SAME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0875 ***********************************************************************
 DW0875  DESIGNATION -  PATH
 DW0875  PID         -  DW0875
 DW0875  STATE/COUNTY-  AZ/LA PAZ
 DW0875  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0875
 DW0875                         *CURRENT SURVEY CONTROL
 DW0875  ___________________________________________________________________
 DW0875* NAD 83(1992)-  33 40 13.54804(N)    114 03 24.71569(W)     ADJUSTED  
 DW0875* NAVD 88     -       683.6    (meters)    2243.     (feet)  VERTCON   
 DW0875  ___________________________________________________________________
 DW0875  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 DW0875  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DW0875  HORZ ORDER  -  SECOND
 DW0875
 DW0875.The horizontal coordinates were established by classical geodetic methods
 DW0875.and adjusted by the National Geodetic Survey in August 1993.
 DW0875
 DW0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0875
 DW0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0875
 DW0875.The geoid height was determined by GEOID03.
 DW0875
 DW0875;                    North         East     Units Scale Factor Converg.
 DW0875;SPC AZ W     -   296,153.916   184,903.129   MT  0.99994331   -0 10 12.5
 DW0875;SPC AZ W     -   971,633.58    606,637.56   iFT  0.99994331   -0 10 12.5
 DW0875;UTM  11      - 3,729,502.657   772,883.819   MT  1.00051813   +1 37 57.8
 DW0875;UTM  12      - 3,729,809.162   216,567.378   MT  1.00059050   -1 41 45.2
 DW0875
 DW0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0875!SPC AZ W     -   0.99989762  x   0.99994331  =   0.99984093
 DW0875!UTM  11      -   0.99989762  x   1.00051813  =   1.00041569
 DW0875!UTM  12      -   0.99989762  x   1.00059050  =   1.00048806
 DW0875
 DW0875|---------------------------------------------------------------------|
 DW0875| PID    Reference Object                     Distance      Geod. Az  |
 DW0875|                                                           dddmmss.s |
 DW0875| CE9998 PATH RM 1                             5.681 METERS 11018     |
 DW0875| CE9999 PATH RM 2                             9.822 METERS 20530     |
 DW0875| DW0677 CRESENT                             APPROX. 1.9 KM 2961120.9 |
 DW0875|---------------------------------------------------------------------|
 DW0875
 DW0875                          SUPERSEDED SURVEY CONTROL
 DW0875
 DW0875  NAD 83(1986)-  33 40 13.54458(N)    114 03 24.72417(W) AD(       ) 2
 DW0875  NAD 27      -  33 40 13.44410(N)    114 03 21.94140(W) AD(       ) 2
 DW0875  NGVD 29 (07/19/86)  682.9    (m)         2240.     (f) VERT ANG    3  
 DW0875
 DW0875.Superseded values are not recommended for survey control.
 DW0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0875.See file dsdata.txt to determine how the superseded data were derived.
 DW0875
 DW0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7288429503(NAD 83)
 DW0875_MARKER: DS = TRIANGULATION STATION DISK
 DW0875_SETTING: 66 = SET IN ROCK OUTCROP
 DW0875
 DW0875  HISTORY     - Date     Condition        Report By
 DW0875  HISTORY     - 1962     MONUMENTED       CGS
 DW0875  HISTORY     - 1971     GOOD             AZHD
 DW0875  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0875
 DW0875                          STATION DESCRIPTION
 DW0875
 DW0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DW0875'THE STATION IS LOCATED ABOUT 9 MILES EAST OF QUARTZSITE, ABOUT
 DW0875'7 MILES WEST OF BRENDA, ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY
 DW0875'60 AND 70 AND IS ABOUT HALF WAY UP A STEEP HILL ON A SMALL
 DW0875'BENCH.
 DW0875'
 DW0875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60, 70
 DW0875'AND STATE HIGHWAY 95 AT THE EAST EDGE OF QUARTZSITE, GO EAST
 DW0875'ON U.S. HIGHWAY 60 AND 70 FOR 1.25 MILES TO DIVIDED HIGHWAY,
 DW0875'CONTINUE EAST ON DIVIDED HIGHWAY FOR 5.9 MILES TO END OF DIVIDED
 DW0875'HIGHWAY, CONTINUE EAST FOR 1.15 MILES TO A DIM TRACK ROAD RIGHT,
 DW0875'TURN RIGHT ON DIM TRACK ROAD, GO SOUTH FOR ABOUT 75 FEET, THENCE
 DW0875'LEFT, FOR ABOUT 60 FEET, THENCE RIGHT FOR ABOUT 100 FEET
 DW0875'TO TRIANGULATION STATION CRESENT 1949.  CONTINUE SOUTH FOR 0.1
 DW0875'MILE TO THE OLD HIGHWAY, TURN LEFT AND FOLLOW THE OLD HIGHWAY
 DW0875'EASTERLY FOR 1.3 MILES TO END OF TRUCK TRAVEL AND A SMALL
 DW0875'FOOT TRAIL LEADING TO THE TOP OF HILL, FOLLOW FOOT TRAIL
 DW0875'SOUTHWEST FOR ABOUT 1/4 MILE, THENCE LEFT FOR ABOUT 100
 DW0875'FEET TO THE STATION ON A SMALL ROCKY BENCH.
 DW0875'
 DW0875'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE IN
 DW0875'TOP OF OUTCROPPING BEDROCK WHICH IS ABOUT 2 X 3 FEET, PROJECTING
 DW0875'ABOUT 1 FOOT AND THE DISK IS STAMPED PATH 1962.
 DW0875'
 DW0875'R.M. 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN TOP OF
 DW0875'OUTCROPPING BEDROCK WHICH IS ABOUT 2 X 3 FEET, PROJECTING ABOUT
 DW0875'2 FEET AND THE DISK IS STAMPED PATH NO 1 1962.
 DW0875'
 DW0875'R.M. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN TOP
 DW0875'OF OUTCROPPING BEDROCK WHICH IS ABOUT 3 X 4 FEET, PROJECTING
 DW0875'ABOUT 2 FEET AND THE DISK IS STAMPED PATH NO 2 1962.
 DW0875'
 DW0875'TRIANGULATION STATION STATION CRESENT 1949 COULD BE USED AS AN
 DW0875'AZIMUTH.
 DW0875'
 DW0875'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 DW0875
 DW0875                          STATION RECOVERY (1971)
 DW0875
 DW0875'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 DW0875'GENERAL LOCATION ABOUT 9 MILES EAST OF QUARTZITE, ARIZONA.
 DW0875'
 DW0875'TO REACH FROM GOLD NUGGET ROAD OVERPASS, ON INT. 10, SOUTH
 DW0875'ON GOLD NUGGET ROAD THENCE EAST ON THE OLD HIGHWAY FOR 2.3
 DW0875'MILES, PACK UP AND SOUTH ALONG A CAT TRACK, PARALLELING A
 DW0875'TV CABLE ABOUT 1/2 MILE TO A BENCH ABOUT 2/3 OF THE WAY TO THE
 DW0875'MOUNTAIN TOP AND TO THE STATION.
 DW0875'
 DW0875'STATION MARK IS A STANDARD TRIANGULATION USC AND GS BRASS
 DW0875'CAP SET IN A DRILL HOLE IN A BOULDER.
 DW0875'
 DW0875'REFERENCE MARKS ARE STANDARD USC AND GS REFERENCE MARK
 DW0875'BRASS CAPS, SET IN DRILL HOLES IN BOULDERS, STAMPED, PATH
 DW0875'NO 1 1962 AND PATH NO 2 1962 AND RESPECTIVELY 19 FT EAST OF
 DW0875'AND 32 FT SOUTH OF THE STATION MARK.
 DW0875'
 DW0875'AZIMUTH MARK NONE.
 DW0875
 DW0875                          STATION RECOVERY (1981)
 DW0875
 DW0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0875'THE STATION AND RMS WERE NOT FOUND AFTER 1.5 HOUR MAN SEARCH.  THEY
 DW0875'MAY HAVE BEEN DESTROYED IN THE CONSTRUCTION OF A NEW DIRT ROAD TO THE
 DW0875'SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0902 ***********************************************************************
 ET0902  DESIGNATION -  PAUL
 ET0902  PID         -  ET0902
 ET0902  STATE/COUNTY-  AZ/YAVAPAI
 ET0902  USGS QUAD   -  PAULDEN (1979)
 ET0902
 ET0902                         *CURRENT SURVEY CONTROL
 ET0902  ___________________________________________________________________
 ET0902* NAD 83(1992)-  34 53 22.76178(N)    112 28 04.08886(W)     ADJUSTED  
 ET0902* NAVD 88     -      1346.43   (+/-2cm)    4417.4    (feet)  VERTCON   
 ET0902  ___________________________________________________________________
 ET0902  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 ET0902  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ET0902  HORZ ORDER  -  SECOND
 ET0902  VERT ORDER  -  THIRD ? (See Below)
 ET0902
 ET0902.The horizontal coordinates were established by classical geodetic methods
 ET0902.and adjusted by the National Geodetic Survey in August 1993.
 ET0902
 ET0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0902.The vertical order pertains to the NGVD 29 superseded value.
 ET0902
 ET0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0902
 ET0902.The geoid height was determined by GEOID03.
 ET0902
 ET0902;                    North         East     Units Scale Factor Converg.
 ET0902;SPC AZ C     -   431,472.518   162,985.142   MT  0.99993127   -0 18 54.9
 ET0902;SPC AZ C     - 1,415,592.25    534,728.16   iFT  0.99993127   -0 18 54.9
 ET0902;UTM  12      - 3,861,789.267   365,875.927   MT  0.99982172   -0 50 22.9
 ET0902
 ET0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0902!SPC AZ C     -   0.99979276  x   0.99993127  =   0.99972405
 ET0902!UTM  12      -   0.99979276  x   0.99982172  =   0.99961452
 ET0902
 ET0902|---------------------------------------------------------------------|
 ET0902| PID    Reference Object                     Distance      Geod. Az  |
 ET0902|                                                           dddmmss.s |
 ET0902| CH3892 PAUL RM 2                            11.525 METERS 00523     |
 ET0902| ET0892 PRESCOTT NORTH BASE RESET           APPROX. 5.7 KM 1791304.9 |
 ET0902| CH3891 PAUL RM 1                            11.653 METERS 18501     |
 ET0902|---------------------------------------------------------------------|
 ET0902
 ET0902                          SUPERSEDED SURVEY CONTROL
 ET0902
 ET0902  NAD 83(1986)-  34 53 22.76000(N)    112 28 04.08630(W) AD(       ) 2
 ET0902  NAD 27      -  34 53 22.69081(N)    112 28 01.47422(W) AD(       ) 2
 ET0902  NGVD 29 (07/19/86) 1345.63   (m)         4414.8    (f) LEVELING    3  
 ET0902
 ET0902.Superseded values are not recommended for survey control.
 ET0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0902.See file dsdata.txt to determine how the superseded data were derived.
 ET0902
 ET0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6587661789(NAD 83)
 ET0902_MARKER: DD = SURVEY DISK
 ET0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0902_STAMPING: PAUL 1980
 ET0902_MARK LOGO: NGS   
 ET0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0902+STABILITY: SURFACE MOTION
 ET0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0902+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 ET0902
 ET0902  HISTORY     - Date     Condition        Report By
 ET0902  HISTORY     - 1980     MONUMENTED       AZDT
 ET0902  HISTORY     - 20031201 GOOD             NGS
 ET0902  HISTORY     - 20041210 GOOD             NGS
 ET0902  HISTORY     - 20060510 GOOD             GEOCAC
 ET0902
 ET0902                          STATION DESCRIPTION
 ET0902
 ET0902'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0902'THE STATION IS LOCATED 0.3 MILE NORTH OF PAULDEN ALONG THE WEST RIGHT
 ET0902'OF WAY OF U.S. HIGHWAY 89.
 ET0902'
 ET0902'THE STATION MARK IS AN ADOT DISK STAMPED PAUL    1980.  IT IS SET IN
 ET0902'TOP OF A CONCRETE MONUMENT.  IT IS 97 FEET WEST OF THE CENTERLINE OF
 ET0902'THE HIGHWAY, 250 FEET SOUTH OF THE RAILROAD OVERPASS AND 2 FEET EAST
 ET0902'OF THE WITNESS POST.
 ET0902'
 ET0902'REFERENCE MARK 1 IS AN ADOT DISK STAMPED PAUL    RM 1 1980.  THE MARK
 ET0902'IS 97 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 ET0902'
 ET0902'REFERENCE MARK 2 IS AN ADOT DISK STAMPED PAUL    RM 2 1980.  THE MARK
 ET0902'IS 97 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 ET0902'
 ET0902'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 ET0902'US HIGHWAY 89 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 ET0902
 ET0902                          STATION RECOVERY (2003)
 ET0902
 ET0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0902'THE STATION IS LOCATED AT PAULDEN, AZ, ALONG ROUTE AZ 89 RIGHT OF WAY.
 ET0902'IT IS 9.0 MI N OF CHINO VALLEY POST OFFICE.  TO ACCESS FROM EXIT 146
 ET0902'OF I-40 ON E SIDE OF ASH FORK, GO ON AZ 89 (FORMER US 89) FOR 25.6 MI
 ET0902'TO MP 337.3.  THIS 0.08 MI S OF A BNSF RR OVERPASS AND 0.40 MI S OF
 ET0902'INTERSECTION WITH BIG CHINO ROAD.  STATION IS ON W SIDE RIGHT OF WAY,
 ET0902'29.6 M W OF CENTER OF AZ 89, 0.85 M E OF WITNESS POST SET IN FENCE
 ET0902'LINE, UNDER W-MOST OF THREE TRANSMISSION LINES, 11.525 M S5W OF RM 2
 ET0902'AND 11.653 M N5E OF RM 1.  DISK IS SET IN TOP OF 0.25 M WIDE CONCRETE
 ET0902'POST PROJECTING 0.1 M.  NEAR CENTER OF SW, NW, SEC 3 (IRREGULAR),
 ET0902'T17N, R2W.  NN 503, PAULDEN PAUL.
 ET0902
 ET0902                          STATION RECOVERY (2004)
 ET0902
 ET0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0902'RECOVERED IN GOOD CONDITION.
 ET0902
 ET0902                          STATION RECOVERY (2006)
 ET0902
 ET0902'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0590 ***********************************************************************
 FP0590  DESIGNATION -  PAUL
 FP0590  PID         -  FP0590
 FP0590  STATE/COUNTY-  AZ/APACHE
 FP0590  USGS QUAD   -  CHAMBERS (1971)
 FP0590
 FP0590                         *CURRENT SURVEY CONTROL
 FP0590  ___________________________________________________________________
 FP0590* NAD 83(1992)-  35 10 13.97374(N)    109 25 07.74054(W)     ADJUSTED  
 FP0590* NAVD 88     -      1875.     (meters)    6152.     (feet)  SCALED    
 FP0590  ___________________________________________________________________
 FP0590  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 FP0590  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FP0590  HORZ ORDER  -  SECOND
 FP0590
 FP0590.The horizontal coordinates were established by classical geodetic methods
 FP0590.and adjusted by the National Geodetic Survey in August 1993.
 FP0590
 FP0590.The orthometric height was scaled from a topographic map.
 FP0590
 FP0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0590
 FP0590.The geoid height was determined by GEOID03.
 FP0590
 FP0590;                    North         East     Units Scale Factor Converg.
 FP0590;SPC AZ E     -   462,749.403   281,481.733   MT  0.99995717   +0 25 50.8
 FP0590;SPC AZ E     - 1,518,206.70    923,496.50   iFT  0.99995717   +0 25 50.8
 FP0590;UTM  12      - 3,893,101.111   643,991.769   MT  0.99985553   +0 54 39.4
 FP0590
 FP0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0590!SPC AZ E     -   0.99970938  x   0.99995717  =   0.99966656
 FP0590!UTM  12      -   0.99970938  x   0.99985553  =   0.99956495
 FP0590
 FP0590:                Primary Azimuth Mark                     Grid Az
 FP0590:SPC AZ E     -  PAUL AZ MK                               090 44 35.0
 FP0590:UTM  12      -  PAUL AZ MK                               090 15 46.4
 FP0590
 FP0590|---------------------------------------------------------------------|
 FP0590| PID    Reference Object                     Distance      Geod. Az  |
 FP0590|                                                           dddmmss.s |
 FP0590| CD4654 PAUL AZ MK                                         0911025.8 |
 FP0590| CD4655 PAUL RM 1                            12.295 METERS 12759     |
 FP0590| CD4656 PAUL RM 2                            13.486 METERS 23615     |
 FP0590|---------------------------------------------------------------------|
 FP0590
 FP0590                          SUPERSEDED SURVEY CONTROL
 FP0590
 FP0590  NAD 83(1986)-  35 10 13.96932(N)    109 25 07.74183(W) AD(       ) 2
 FP0590  NAD 27      -  35 10 13.88620(N)    109 25 05.36230(W) AD(       ) 2
 FP0590
 FP0590.Superseded values are not recommended for survey control.
 FP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0590.See file dsdata.txt to determine how the superseded data were derived.
 FP0590
 FP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4399293101(NAD 83)
 FP0590_MARKER: DS = TRIANGULATION STATION DISK
 FP0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0590
 FP0590  HISTORY     - Date     Condition        Report By
 FP0590  HISTORY     - 1959     MONUMENTED       CGS
 FP0590
 FP0590                          STATION DESCRIPTION
 FP0590
 FP0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0590'THE STATION IS ABOUT 6 MILES SOUTHWEST OF SANDERS AND ABOUT 2 MILES
 FP0590'SOUTHEAST OF CHAMBERS ON THE HIGHEST PART OF A BRUSH COVERED
 FP0590'RIDGE OF PASTURE LAND THAT IS OWNED BY MR. C.G. WALLIS.
 FP0590'
 FP0590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FP0590'666, JUST EAST OF THE POST OFFICE IN SANDERS, GO SOUTH ON U.S.
 FP0590'HIGHWAY 666 FOR 3.1 MILES TO A T ROAD RIGHT, TURN RIGHT CROSS THE
 FP0590'CATTLE GUARD AND GO WEST FOR 0.7 MILE TO A FORK.  TAKE RIGHT FORK
 FP0590'AND CONTINUE WEST FOR 1.0 MILE TO A FORK, TAKE RIGHT FORK AND
 FP0590'CONTINUE WEST ON THE SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR
 FP0590'0.9 MILE TO A GATE AT A T FENCE CORNER.  PASS THRU GATE AND
 FP0590'CONTINUE WEST ON THE SOUTH SIDE OF THE FENCE FOR 1.0 MILE TO
 FP0590'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.7 MILE TO A
 FP0590'GATE IN THE EAST-WEST FENCE LINE, PASS THRU THE GATE AND
 FP0590'CONTINUE WEST ON THE NORTH SIDE OF THE EAST-WEST FENCE LINE FOR
 FP0590'0.1 MILE TO THE STATION.
 FP0590'
 FP0590'THE STATION MARK, STAMPED PAUL 1959, IS A STANDARD DISK SET IN THE
 FP0590'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FP0590'IT IS 25.6 FEET NORTH OF THE WITNESS POST AND EAST-WEST FENCE LINE.
 FP0590'
 FP0590'REFERENCE MARK NO. 1, STAMPED PAUL NO 1 1959, IS A STANDARD DISK
 FP0590'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FP0590'INCHES.  IT IS 28.2 FEET EAST OF THE WITNESS POST AND 1 FOOT
 FP0590'NORTH OF THE EAST-WEST FENCE LINE.
 FP0590'
 FP0590'REFERENCE MARK NO. 2, STAMPED PAUL NO 2 1959, IS A STANDARD DISK
 FP0590'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0590'4 INCHES.  IT IS 40.5 FEET WEST OF THE WITNESS POST AND 1 FOOT
 FP0590'NORTH OF THE EAST-WEST FENCE LINE.
 FP0590'
 FP0590'THE AZIMUTH MARK, STAMPED PAUL 1959, IS A STANDARD DISK SET IN THE
 FP0590'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 FP0590'IT IS 2.0 FEET NORTH OF THE WITNESS POST AND EAST-WEST FENCE
 FP0590'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2091 ***********************************************************************
 AB2091  DESIGNATION -  PEABODY 29
 AB2091  PID         -  AB2091
 AB2091  STATE/COUNTY-  AZ/NAVAJO
 AB2091  USGS QUAD   -  STAR MOUNTAIN (1991)
 AB2091
 AB2091                         *CURRENT SURVEY CONTROL
 AB2091  ___________________________________________________________________
 AB2091* NAD 83(2007)-  35 43 31.86596(N)    110 16 33.46005(W)     ADJUSTED  
 AB2091* NAVD 88     -      1967.8    (meters)    6456.     (feet)  GPS OBS   
 AB2091  ___________________________________________________________________
 AB2091  EPOCH DATE  -        2007.00
 AB2091  X           -  -1,796,966.683 (meters)                     COMP
 AB2091  Y           -  -4,864,103.018 (meters)                     COMP
 AB2091  Z           -   3,704,646.035 (meters)                     COMP
 AB2091  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 AB2091  ELLIP HEIGHT-        1945.825 (meters)          (02/10/07) ADJUSTED
 AB2091  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 AB2091
 AB2091  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2091  Type    PID    Designation                      North   East  Ellip
 AB2091  -------------------------------------------------------------------
 AB2091  NETWORK AB2091 PEABODY 29                        1.08   0.94   4.37
 AB2091  -------------------------------------------------------------------
 AB2091
 AB2091.The horizontal coordinates were established by GPS observations
 AB2091.and adjusted by the National Geodetic Survey in February 2007.
 AB2091
 AB2091.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2091.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2091.The horizontal coordinates are valid at the epoch date displayed above.
 AB2091.The epoch date for horizontal control is a decimal equivalence
 AB2091.of Year/Month/Day.
 AB2091
 AB2091.The orthometric height was determined by GPS observations and a
 AB2091.high-resolution geoid model.
 AB2091
 AB2091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2091
 AB2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2091
 AB2091.The ellipsoidal height was determined by GPS observations
 AB2091.and is referenced to NAD 83.
 AB2091
 AB2091.The geoid height was determined by GEOID03.
 AB2091
 AB2091;                    North         East     Units Scale Factor Converg.
 AB2091;SPC AZ E     -   524,065.927   203,472.561   MT  0.99990120   -0 03 49.7
 AB2091;SPC AZ E     - 1,719,376.40    667,560.90   iFT  0.99990120   -0 03 49.7
 AB2091;UTM  12      - 3,953,746.713   565,481.841   MT  0.99965284   +0 25 22.0
 AB2091
 AB2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2091!SPC AZ E     -   0.99969469  x   0.99990120  =   0.99959592
 AB2091!UTM  12      -   0.99969469  x   0.99965284  =   0.99934763
 AB2091
 AB2091|---------------------------------------------------------------------|
 AB2091| PID    Reference Object                     Distance      Geod. Az  |
 AB2091|                                                           dddmmss.s |
 AB2091| AB2090 AWATOVI                             222.467 METERS 12744     |
 AB2091|---------------------------------------------------------------------|
 AB2091
 AB2091                          SUPERSEDED SURVEY CONTROL
 AB2091
 AB2091  NAD 83(1992)-  35 43 31.86542(N)    110 16 33.45933(W) AD(       ) 1
 AB2091  ELLIP H (03/15/96) 1945.857  (m)                       GP(       ) 4 1
 AB2091
 AB2091.Superseded values are not recommended for survey control.
 AB2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2091.See file dsdata.txt to determine how the superseded data were derived.
 AB2091
 AB2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6548253747(NAD 83)
 AB2091_MARKER: DD = SURVEY DISK
 AB2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2091_STAMPING: 29
 AB2091_MARK LOGO: PEABMA
 AB2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2091+STABILITY: SURFACE MOTION
 AB2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2091+SATELLITE: SATELLITE OBSERVATIONS - 1935
 AB2091
 AB2091  HISTORY     - Date     Condition        Report By
 AB2091  HISTORY     - 1935     MONUMENTED       PMAE
 AB2091
 AB2091                          STATION DESCRIPTION
 AB2091
 AB2091'DESCRIBED BY PEABODY MUSEUM OF ARC AND ETHN 1935
 AB2091'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SOUTHEAST OF POLACCA
 AB2091'AND ABOUT 7 MI (11.3 KM) SOUTHWEST OF KEAMS CANYON ON THE SOUTH EDGE
 AB2091'OF ANTELOPE MESA, NEAR THE AWATOVI ARCHEOLOGICAL SITE, ON HOPI INDIAN
 AB2091'RESERVATION LAND.  TO REACH THE STATION FROM THE TURNOFF FOR KEAMS
 AB2091'CANYON FROM ARIZONA HIGHWAY 264, GO SOUTH AND EAST ON AZ 264, CLIMBING
 AB2091'A STEEP GRADE, FOR 0.6 MI (1.0 KM) TO A ROAD ON THE RIGHT. TURN RIGHT,
 AB2091'WEST, CROSS THE CATTLEGUARD AND TAKE THE LEFT-MOST OF THREE FORKS AND
 AB2091'GO SOUTH FOR 1.9 MILES (3.1 KM) TO A POWERLINE CROSSING THE ROAD.
 AB2091'CONTINUE WEST AND SOUTH FOR 2.9 TO A CURVE TO THE RIGHT AND A Y
 AB2091'INTERSECTION WITH A ROAD ON THE LEFT.  TURN LEFT, SOUTHWEST, AND GO
 AB2091'2.2 MI (3.5 KM) TO A Y INTERSECTION.  GO LEFT AND CONTINUE 0.9 MI (1.4
 AB2091'KM) TO A FORK.  STAY LEFT AND GO 0.05 MI (0.08 KM) TO A TRACK ROAD
 AB2091'FORK FOR A VEHICLE TURNAROUND LOOP NEXT TO A FENCED ARCHEOLOGICAL
 AB2091'SITE.  STAY LEFT AT THE FORK AND GO 0.05 MI (0.08 KM) TO ANOTHER TRACK
 AB2091'ROAD FORK AND THE STATION ON THE LEFT. THE STATION IS A 0.07 M (0.23
 AB2091'FT) DIAMETER PEABODY MUSEUM DISK WITH THE CASTING - PEABODY MUSEUM
 AB2091'AWATOVI EXP.  STA NO.  - THAT IS STAMPED --- 29 ---.  IT IS SET IN A
 AB2091'CONCRETE MONUMENT 0.15 M (0.49 FT) BY 0.20 M (0.66 FT) THAT IS FLUSH
 AB2091'WITH THE GROUND.  THE STATION IS 10.5 M (34.4 FT) SOUTH-SOUTHEAST FROM
 AB2091'THE SOUTHEAST END OF A 1.0 M (3.3 FT) BY 1.3 M (4.3 FT) BY 0.5 M (1.6
 AB2091'FT) TALL ISOLATED SANDSTONE BOULDER, 8.3 M (27.2 FT) NORTHWEST FROM
 AB2091'THE NORTHWEST END OF A 2.5 M (8.2 FT) BY 2.0 M (6.6 FT) BY 0.5 M (1.6
 AB2091'FT) TALL SANDSTONE BOULDER, 13.0 M (42.7 FT) NORTHEAST FROM THE
 AB2091'CENTERLINE OF A TRACK ROAD AT THE NOSE OF A Y JUNCTION, AND 36.5 M
 AB2091'(119.8 FT) NORTHEAST FROM A FENCE AROUND THE ARCHEOLOGICAL SITE,
 AB2091'MEASURED PERPENDICULARLY FROM A POINT ON THE FENCE THAT IS 31 M (101.7
 AB2091'FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0633 ***********************************************************************
 GP0633  DESIGNATION -  PEABODY MICROWAVE TOWER
 GP0633  PID         -  GP0633
 GP0633  STATE/COUNTY-  AZ/NAVAJO
 GP0633  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0633
 GP0633                         *CURRENT SURVEY CONTROL
 GP0633  ___________________________________________________________________
 GP0633* NAD 83(1992)-  36 32 42.36762(N)    110 29 40.77324(W)     NO CHECK  
 GP0633* NAVD 88     -              **(meters)            **(feet)            
 GP0633  ___________________________________________________________________
 GP0633  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 GP0633  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 GP0633  HORZ ORDER  -  THIRD
 GP0633
 GP0633.The horizontal coordinates were established by classical geodetic methods
 GP0633.and adjusted by the National Geodetic Survey in August 1993.
 GP0633.No horizontal observational check was made to the station.
 GP0633
 GP0633
 GP0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0633
 GP0633.The geoid height was determined by GEOID03.
 GP0633
 GP0633;                    North         East     Units Scale Factor Converg.
 GP0633;SPC AZ E     -   615,043.637   183,994.726   MT  0.99991062   -0 11 43.1
 GP0633;SPC AZ E     - 2,017,859.70    603,657.24   iFT  0.99991062   -0 11 43.1
 GP0633;UTM  12      - 4,044,529.776   545,229.837   MT  0.99962520   +0 18 03.3
 GP0633
 GP0633                          SUPERSEDED SURVEY CONTROL
 GP0633
 GP0633  NAD 83(1986)-  36 32 42.36752(N)    110 29 40.77037(W) AD(       ) 4
 GP0633  NAD 27      -  36 32 42.37165(N)    110 29 38.25961(W) AD(       ) 3
 GP0633
 GP0633.Superseded values are not recommended for survey control.
 GP0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0633.See file dsdata.txt to determine how the superseded data were derived.
 GP0633
 GP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4523044530(NAD 83)
 GP0633_MARKER: 45 = MICROWAVE TOWER
 GP0633
 GP0633  HISTORY     - Date     Condition        Report By
 GP0633  HISTORY     - 1970     FIRST OBSERVED   USGS
 GP0633
 GP0633                          STATION DESCRIPTION
 GP0633
 GP0633'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1108 ***********************************************************************
 CY1108  DESIGNATION -  PEACH
 CY1108  PID         -  CY1108
 CY1108  STATE/COUNTY-  AZ/GREENLEE
 CY1108  USGS QUAD   -  GUTHRIE (1986)
 CY1108
 CY1108                         *CURRENT SURVEY CONTROL
 CY1108  ___________________________________________________________________
 CY1108* NAD 83(1992)-  32 52 48.94247(N)    109 16 50.68398(W)     ADJUSTED  
 CY1108* NAVD 88     -      1387.1    (meters)    4551.     (feet)  VERTCON   
 CY1108  ___________________________________________________________________
 CY1108  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CY1108  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CY1108  HORZ ORDER  -  SECOND
 CY1108
 CY1108.The horizontal coordinates were established by classical geodetic methods
 CY1108.and adjusted by the National Geodetic Survey in August 1993.
 CY1108
 CY1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1108
 CY1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1108
 CY1108.The geoid height was determined by GEOID03.
 CY1108
 CY1108;                    North         East     Units Scale Factor Converg.
 CY1108;SPC AZ E     -   208,821.442   296,256.903   MT  0.99998471   +0 28 51.5
 CY1108;SPC AZ E     -   685,109.72    971,971.47   iFT  0.99998471   +0 28 51.5
 CY1108;UTM  12      - 3,639,323.113   660,832.161   MT  0.99991895   +0 56 00.8
 CY1108
 CY1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1108!SPC AZ E     -   0.99978633  x   0.99998471  =   0.99977104
 CY1108!UTM  12      -   0.99978633  x   0.99991895  =   0.99970529
 CY1108
 CY1108:                Primary Azimuth Mark                     Grid Az
 CY1108:SPC AZ E     -  TRAIL                                    220 30 16.5
 CY1108:UTM  12      -  TRAIL                                    220 03 07.2
 CY1108
 CY1108|---------------------------------------------------------------------|
 CY1108| PID    Reference Object                     Distance      Geod. Az  |
 CY1108|                                                           dddmmss.s |
 CY1108| CY1114 TRAIL                               APPROX. 2.0 KM 2205908.0 |
 CY1108| CC7969 PEACH RM 2                           24.600 METERS 22854     |
 CY1108| CC7968 PEACH RM 1                           11.473 METERS 31409     |
 CY1108|---------------------------------------------------------------------|
 CY1108
 CY1108                          SUPERSEDED SURVEY CONTROL
 CY1108
 CY1108  NAD 83(1986)-  32 52 48.93771(N)    109 16 50.68102(W) AD(       ) 2
 CY1108  NAD 27      -  32 52 48.70087(N)    109 16 48.43311(W) AD(       ) 2
 CY1108  NGVD 29 (07/19/86) 1386.4    (m)         4549.     (f) VERT ANG    3  
 CY1108
 CY1108.Superseded values are not recommended for survey control.
 CY1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1108.See file dsdata.txt to determine how the superseded data were derived.
 CY1108
 CY1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6083239323(NAD 83)
 CY1108_MARKER: DD = SURVEY DISK
 CY1108_SETTING: 66 = SET IN ROCK OUTCROP
 CY1108
 CY1108  HISTORY     - Date     Condition        Report By
 CY1108  HISTORY     - 1976     MONUMENTED       AZDT
 CY1108  HISTORY     - 20061020 MARK NOT FOUND   GEOCAC
 CY1108
 CY1108                          STATION DESCRIPTION
 CY1108
 CY1108'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1108'THE STATION IS ABOUT 25.5 MILES EAST NORTHEAST OF SAFFORD AND
 CY1108'11.5 MILES EAST SOUTHEAST OF CLIFTON AND ON THE NORTH SIDE OF
 CY1108'U.S. HWY. 666 ON A CUTBANK AT A CURVE IN HWY.
 CY1108'
 CY1108'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED PEACH 1976
 CY1108'AND IS EPOXIED IN A DRILL HOLE IN A MALAPAI BOULDER FLUSH WITH
 CY1108'GROUND.  STATION IS 94 FEET NORTH OF HWY. CENTERLINE ON A
 CY1108'CUTBANK AT A CURVE AND IS MARKED WITH A WITNESS POST AND SIGN
 CY1108'2.6 FEET NORTH.
 CY1108'
 CY1108'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED PEACH
 CY1108'RM 2 1976 AND IS EPOXIED TO A MALAPAI BOULDER FLUSH WITH GROUND.
 CY1108'
 CY1108'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED PEACH
 CY1108'RM 1 1976 AND IS EPOXIED TO A MALAPAI BOULDER FLUSH WITH GROUND.
 CY1108'
 CY1108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1108'10 MILES EAST OF SAFFORD, GO EAST ON HWY. 666 TO MILE POST 148.70
 CY1108'TO A CUTBANK AT A CURVE IN HWY. AND STATION ON NORTH SIDE OF HWY.
 CY1108'
 CY1108'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1108
 CY1108                          STATION RECOVERY (2006)
 CY1108
 CY1108'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1108'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WE NOT FOUND.
 CY1108'THE ADJUSTED COORDINATES POINT TO THE SOUTH SIDE OF U.S. HWY 191 (OLD
 CY1108'U.S. HWY. 666). IT APPEARS THAT THIS PORTION OF U.S. HWY. 191 WAS BEEN
 CY1108'REALIGNED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0931 ***********************************************************************
 FR0931  DESIGNATION -  PEACH SPRINGS
 FR0931  PID         -  FR0931
 FR0931  STATE/COUNTY-  AZ/MOHAVE
 FR0931  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0931
 FR0931                         *CURRENT SURVEY CONTROL
 FR0931  ___________________________________________________________________
 FR0931* NAD 83(1992)-  35 33 24.13456(N)    113 24 02.58353(W)     ADJUSTED  
 FR0931* NAVD 88     -      1676.     (meters)    5499.     (feet)  SCALED    
 FR0931  ___________________________________________________________________
 FR0931  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 FR0931  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FR0931  HORZ ORDER  -  FIRST
 FR0931
 FR0931.The horizontal coordinates were established by classical geodetic methods
 FR0931.and adjusted by the National Geodetic Survey in August 1993.
 FR0931
 FR0931.The orthometric height was scaled from a topographic map.
 FR0931
 FR0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0931
 FR0931.The geoid height was determined by GEOID03.
 FR0931
 FR0931;                    North         East     Units Scale Factor Converg.
 FR0931;SPC AZ W     -   505,404.924   245,025.841   MT  0.99994569   +0 12 11.2
 FR0931;SPC AZ W     - 1,658,152.64    803,890.55   iFT  0.99994569   +0 12 11.2
 FR0931;SPC AZ C     -   506,345.332    78,816.194   MT  1.00012301   -0 51 47.2
 FR0931;SPC AZ C     - 1,661,237.97    258,583.31   iFT  1.00012301   -0 51 47.2
 FR0931;UTM  12      - 3,937,434.094   282,403.813   MT  1.00018351   -1 23 47.7
 FR0931
 FR0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0931!SPC AZ W     -   0.99974109  x   0.99994569  =   0.99968679
 FR0931!SPC AZ C     -   0.99974109  x   1.00012301  =   0.99986406
 FR0931!UTM  12      -   0.99974109  x   1.00018351  =   0.99992455
 FR0931
 FR0931|---------------------------------------------------------------------|
 FR0931| PID    Reference Object                     Distance      Geod. Az  |
 FR0931|                                                           dddmmss.s |
 FR0931| CH3895 PEACH SPRINGS RM 2                    5.673 METERS 06157     |
 FR0931| CH3896 PEACH SPRINGS RM 3 AZIMUTH                         1454158.8 |
 FR0931| CH3894 PEACH SPRINGS RM 1                    8.480 METERS 33529     |
 FR0931|---------------------------------------------------------------------|
 FR0931
 FR0931                          SUPERSEDED SURVEY CONTROL
 FR0931
 FR0931  NAD 83(1986)-  35 33 24.12787(N)    113 24 02.58518(W) AD(       ) 1
 FR0931  NAD 27      -  35 33 24.16200(N)    113 23 59.82100(W) AD(       ) 1
 FR0931
 FR0931.Superseded values are not recommended for survey control.
 FR0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0931.See file dsdata.txt to determine how the superseded data were derived.
 FR0931
 FR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8240437434(NAD 83)
 FR0931_MARKER: DS = TRIANGULATION STATION DISK
 FR0931_SETTING: 66 = SET IN ROCK OUTCROP
 FR0931
 FR0931  HISTORY     - Date     Condition        Report By
 FR0931  HISTORY     - 1935     MONUMENTED       CGS
 FR0931  HISTORY     - 1936     GOOD             CGS
 FR0931  HISTORY     - 1944     GOOD             CGS
 FR0931  HISTORY     - 1968     GOOD             AZHD
 FR0931
 FR0931                          STATION DESCRIPTION
 FR0931
 FR0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0931'ABOUT 2-1/2 MILES E OF THE TOWN OF PEACH SPRINGS, ON THE HIGHEST
 FR0931'POINT OF THE W END OF A RIDGE RUNNING W FROM THE HIGH MESA E OF
 FR0931'PEACH SPRINGS CANYON.  STATION IS 1/2 MILE N OF U.S. HIGHWAY 66.
 FR0931'
 FR0931'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 FR0931'HOLES IN OUTCROPPING BEDROCK.  STATION AND REFERENCE MARKS ARE
 FR0931'STAMPED 1934.
 FR0931'
 FR0931'REFERENCE MARK 3 (AZIMUTH MARK) IS 3/8 MILE SE, ON THE FIRST
 FR0931'RIDGE.  A TRIMMED AND BLAZED PINON TREE IS 15 FEET E OF THE MARK.
 FR0931
 FR0931                          STATION RECOVERY (1936)
 FR0931
 FR0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0931'THE STATION WAS RECOVERED AS DESCRIBED BY CHARLES PIERCE,
 FR0931'WITH THE EXCEPTION OF THE FACT THAT THE MARKS ARE STAMPED PEACH
 FR0931'SPRG AND NOT PEACH SPRINGS AS WAS STATED IN THE ORIGINAL
 FR0931'DESCRIPTION.  THE MARKS ARE IN EXCELLENT CONDITION.
 FR0931'
 FR0931'TO REACH THE STATION FROM THE POST OFFICE IN PEACH SPRINGS,
 FR0931'GO EAST ON U.S. HIGHWAY 66 FOR 2.3 MILES TO THE TOP OF THE FIRST
 FR0931'LONG GRADE EAST OF PEACH SPRINGS.  THIS IS THE END OF TRUCK TRAVEL.
 FR0931'FROM THIS POINT PACK NORTH UP RIDGE, THEN NORTHEAST, THEN
 FR0931'NORTHWEST TO THE NORTHWEST END, HIGHEST POINT AND STATION SITE ON
 FR0931'THE NORTHEAST SPUR OF THE MAIN MESA.  ABOUT A MILE IN
 FR0931'DISTANCE AND A 20-MINUTE PACK.  IT IS POSSIBLE TO DRIVE TO THE
 FR0931'STATION BY GOING EAST FROM THE END OF TRUCK TRAVEL, ABOUT A
 FR0931'MILE AND A QUARTER TO A GATE IN THE RIGHT-OF-WAY FENCE ON THE
 FR0931'WEST SIDE OF THE HIGHWAY.  PASS THROUGH THE GATE AND COME BACK
 FR0931'WEST, ALONG OLD ROAD WHICH PARALLELS THE HIGHWAY TO THE ABOVE
 FR0931'MENTIONED END OF TRUCK TRAVEL.  THEN GO NORTH ALONG WEST SIDE OF
 FR0931'DRAW TO SADDLE, THEN EAST ACROSS SADDLE AND THEN ALONG RIDGE TO
 FR0931'STATION.  THE GOING IS STEEP AND ROUGH BUT WITH THE USE OF A
 FR0931'LITTLE CAUTION AND PATIENCE THE DRIVE CAN BE MADE.
 FR0931
 FR0931                          STATION RECOVERY (1944)
 FR0931
 FR0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0931'STATION IS A STANDARD STATION DISK SET IN OUTCROPPING BEDROCK
 FR0931'FLUSH WITH THE GROUND.  STAMPED PEACH SPRG 1934.
 FR0931'
 FR0931'REFERENCE MARK 1 IS 27.815 FEET (8.477 METERS) NW OF THE STATION.
 FR0931'STAMPED PEACH SPRG NO 1 1934.
 FR0931'
 FR0931'REFERENCE MARK 2 IS 18.614 FEET (5.674 METERS) NE OF THE STATION.
 FR0931'STAMPED PEACH SPRG NO 2 1934.
 FR0931'
 FR0931'REFERENCE MARK 3 (AZIMUTH MARK) WAS NOT VISITED.
 FR0931'
 FR0931'TO REACH STATION FROM THE POST OFFICE IN PEACH SPRINGS, GO E
 FR0931'ON U.S. HIGHWAY 66 FOR 2.3 MILES TO THE SUMMIT OF THE FIRST
 FR0931'LONG GRADE E OF PEACH SPRINGS.  FROM HERE PACK N UP STEEP SLOPE
 FR0931'TO THE SUMMIT, THENCE N AND NE ALONG THE RIDGE TOP TO A SADDLE.
 FR0931'HERE TURN LEFT AND FOLLOW RIDGE NW TO THE HIGHEST POINT AT THE W
 FR0931'END OF THE RIDGE AND STATION.  STATION MAY BE DRIVEN TO BY
 FR0931'CONTINUING E ON U.S. HIGHWAY 66 FROM END OF TRUCK TRAVEL FOR
 FR0931'1.4 MILES TO A BOARD GATE ON LEFT.  PASS THROUGH GATE AND DRIVE
 FR0931'BACK W ALONG N SIDE OF FENCE FOR 1.2 MILES TO THE W SIDE OF DRY
 FR0931'WASH.  TURN RIGHT AND DRIVE N ALONG E SIDE OF RIDGE TO LOW
 FR0931'SADDLE MENTIONED ABOVE.  THIS IS VERY ROUGH TRUCK TRAVEL
 FR0931'AND IS NOT ADVISABLE.
 FR0931
 FR0931                          STATION RECOVERY (1968)
 FR0931
 FR0931'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0931'GENERAL LOCATION - STATION, REFERENCE MARKS 1-2 AND 3 WERE
 FR0931'RECOVERED IN GOOD CONDITION.  A NEW TO REACH DECRIPTION FOLLOWS--
 FR0931'
 FR0931'TO REACH - FROM THE POST OFFICE TO PEACH SPRINGS, GO EAST
 FR0931'ON U.S. 66 FOR 2.30 MILES TO THE SUMMIT.  A GATE IN THE NORTH
 FR0931'RIGHT-OF-WAY FENCE IS FOUND HERE.  GO THRU GATE TURNING RIGHT
 FR0931'ALONG THE NORTH SIDE OF THE FENCE ON BLADED ROAD FOR 0.40 MILE,
 FR0931'THEN TURN LEFT, UP DRAINAGE AND SIDE HILL, ON TRACK ROAD FOR
 FR0931'0.45 TO THE MICRO WAVE TOWER THENCE NW ALONG TOP OF RIDGE FOR
 FR0931'0.35 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0976 ***********************************************************************
 FR0976  DESIGNATION -  PEACOCK
 FR0976  PID         -  FR0976
 FR0976  STATE/COUNTY-  AZ/MOHAVE
 FR0976  USGS QUAD   -  PEACOCK PEAK (1980)
 FR0976
 FR0976                         *CURRENT SURVEY CONTROL
 FR0976  ___________________________________________________________________
 FR0976* NAD 83(1992)-  35 18 15.84068(N)    113 46 22.33936(W)     ADJUSTED  
 FR0976* NAVD 88     -      1918.2    (meters)    6293.     (feet)  VERTCON   
 FR0976  ___________________________________________________________________
 FR0976  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 FR0976  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FR0976  HORZ ORDER  -  SECOND
 FR0976
 FR0976.The horizontal coordinates were established by classical geodetic methods
 FR0976.and adjusted by the National Geodetic Survey in August 1993.
 FR0976
 FR0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0976
 FR0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0976
 FR0976.The geoid height was determined by GEOID03.
 FR0976
 FR0976;                    North         East     Units Scale Factor Converg.
 FR0976;SPC AZ W     -   477,358.173   211,279.953   MT  0.99993339   -0 00 47.6
 FR0976;SPC AZ W     - 1,566,135.74    693,175.70   iFT  0.99993339   -0 00 47.6
 FR0976;UTM  12      - 3,910,328.136   247,878.510   MT  1.00038344   -1 36 12.0
 FR0976
 FR0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0976!SPC AZ W     -   0.99970332  x   0.99993339  =   0.99963673
 FR0976!UTM  12      -   0.99970332  x   1.00038344  =   1.00008665
 FR0976
 FR0976|---------------------------------------------------------------------|
 FR0976| PID    Reference Object                     Distance      Geod. Az  |
 FR0976|                                                           dddmmss.s |
 FR0976| CH3898 PEACOCK RM 1                          7.321 METERS 00851     |
 FR0976| CH3899 PEACOCK RM 2                          3.503 METERS 07350     |
 FR0976| FR0946 LOS ANGELES ALBUQ AWY BCN 31        APPROX.45.6 KM 1001623.8 |
 FR0976| FR0959 LOS ANGELES ALBUQ AWY BCN 30        APPROX.23.0 KM 1122844.8 |
 FR0976| CH3897 PEACOCK AZ MK                                      1501431.5 |
 FR0976| FR0968 LOS ANGELES ALBUQ AWY BCN 29        APPROX. 9.9 KM 1765746.6 |
 FR0976| FR0977 KINGMAN ARMY AIR BASE TANK BCN      APPROX.16.3 KM 2534642.1 |
 FR0976|---------------------------------------------------------------------|
 FR0976
 FR0976                          SUPERSEDED SURVEY CONTROL
 FR0976
 FR0976  NAD 83(1986)-  35 18 15.83725(N)    113 46 22.33907(W) AD(       ) 2
 FR0976  NAD 27      -  35 18 15.85600(N)    113 46 19.54700(W) AD(       ) 2
 FR0976  NGVD 29 (07/19/86) 1917.3    (m)         6290.     (f) VERT ANG    3  
 FR0976
 FR0976.Superseded values are not recommended for survey control.
 FR0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0976.See file dsdata.txt to determine how the superseded data were derived.
 FR0976
 FR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4787910328(NAD 83)
 FR0976_MARKER: DB = BENCH MARK DISK
 FR0976_SETTING: 66 = SET IN ROCK OUTCROP
 FR0976
 FR0976  HISTORY     - Date     Condition        Report By
 FR0976  HISTORY     - 1944     MONUMENTED       CGS
 FR0976  HISTORY     - 1948     SEE DESCRIPTION  CGS
 FR0976  HISTORY     - 1950     GOOD             CGS
 FR0976  HISTORY     - 1968     GOOD             AZHD
 FR0976
 FR0976                          STATION DESCRIPTION
 FR0976
 FR0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0976'STATION IS ABOUT 5 MILES (AIR LINE) SE OF HACKBERRY, ON THE
 FR0976'N END OF THE PEACOCK MOUNTAINS, AND 8 FEET W OF THE HIGHEST
 FR0976'POINT.
 FR0976'
 FR0976'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK SET
 FR0976'IN OUTCROPPING BEDROCK PROJECTING ABOUT 4 INCHES ABOVE THE
 FR0976'SURROUNDING SURFACE.  IT IS STAMPED PEACOCK 1938.
 FR0976'
 FR0976'REFERENCE MARK 1 IS A BRONZE U.S. GEOLOGICAL SURVEY REFERENCE-MARK
 FR0976'DISK SET IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 FEET ABOVE
 FR0976'THE SURROUNDING SURFACE.  IT IS STAMPED PEACOCK 1938 NO 1
 FR0976'AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FR0976'
 FR0976'REFERENCE MARK 2 IS A BRONZE U.S. GEOLOGICAL SURVEY REFERENCE-MARK
 FR0976'DISK SET IN OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING
 FR0976'SURFACE.  IT IS STAMPED PEACOCK 1938 NO 2 AND IS ABOUT 1
 FR0976'FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 FR0976'
 FR0976'AZIMUTH MARK IS A BRONZE AZIMUTH MARK DISK SET IN OUTCROPPING
 FR0976'BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 FR0976'PEACOCK 1944.  IT IS ABOUT 7 FEET W OF THE HIGHEST POINT IN
 FR0976'THE IMMEDIATE VICINITY.  CAIRN HAS BEEN BUILT AT THE HIGH
 FR0976'POINT.  IT IS REACHED BY FOLLOWING THE RIDGE FROM THE STATION
 FR0976'TOWARD THE S AND E TO THE MARK.
 FR0976'
 FR0976'TO REACH STATION FROM PEACH SPRINGS POST OFFICE, GO W ON
 FR0976'U.S. HIGHWAY 66 FOR 18.2 MILES TO A LEFT FORK (THIS FORK IS
 FR0976'2.2 MILES BEFORE REACHING HACKBERRY), TURN LEFT AND CONTINUE
 FR0976'FOR 0.5 MILE.  THIS TAKES ONE ACROSS A RAILROAD TRACK AND
 FR0976'THROUGH A LARGE WASH TO AN INTERSECTION WITH A BLADED ROAD
 FR0976'LEADING S ALONG SOME SMALL PUMPING STATIONS TOWARD WIKIEUP.
 FR0976'TURN LEFT AND FOLLOW MAIN ROAD 1.9 MILES TO A DIM TRACK ROAD
 FR0976'LEADING TO THE RIGHT, TURN RIGHT AND CONTINUE FOR 1.3 MILES,
 FR0976'MEETING A TRACK ROAD RUNNING N AND S.  TURN LEFT ON THIS ROAD
 FR0976'AND CONTINUE FOR 0.1 MILE, TURN RIGHT ON TRACK ROAD AND
 FR0976'PROCEED 0.3 MILE TO A GATE, PASS THROUGH THE GATE AND
 FR0976'CONTINUE FOR 3.3 MILES TO AN OLD BROKEN CONCRETE TANK.  THIS
 FR0976'TANK IS AT THE BASE OF THE RANGE.  FROM HERE BEAR RIGHT
 FR0976'AROUND THE EDGE FOR 0.1 MILE TO END OF TRUCK TRAVEL AT A
 FR0976'SAND WASH.  PACK ACROSS THE WASH AND UP ON THE RIDGE TO
 FR0976'THE RIGHT, THENCE ALONG THE RIDGE TO THE TOP AND THE
 FR0976'STATION.  THE MARK IS 8 FEET W OF THE HIGHEST POINT.
 FR0976
 FR0976                          STATION RECOVERY (1948)
 FR0976
 FR0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0976'ALL MARKS ARE IN GOOD CONDITION.
 FR0976'
 FR0976'THE STATION IS ABOUT 5 MILES, AIRLINE, SOUTH OF HACKBERRY, 17-1/2
 FR0976'MILES EAST-NORTHEAST OF KINGMAN, ON THE HIGHEST PEAK AT THE NORTH
 FR0976'END OF THE PEACOCK MOUNTAINS.  THIS IS THE HIGHEST POINT IN
 FR0976'THE VICINITY.
 FR0976'
 FR0976'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 FR0976'MARK DISK CEMENTED IN A DRILL HOLE IN A MASS OF OUTCROPPING
 FR0976'BEDROCK, 24 INCHES LONG, 18 INCHES WIDE, PROJECTING 8 INCHES
 FR0976'ABOVE THE SURROUNDING SURFACE, IS STAMPED PEACOCK 1938.
 FR0976'
 FR0976'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FR0976'CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK,
 FR0976'PROJECTING 4 FEET ABOVE THE SURROUNDING SURFACE, IS STAMPED
 FR0976'PEACOCK NO 1 1938.  IT IS APPROXIMATELY 3 FEET LOWER IN ELEVATION
 FR0976'THAN THE STATION MARK.
 FR0976'
 FR0976'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FR0976'CEMENTED IN A DRILL HOLE IN BEDROCK, IS STAMPED PEACOCK NO 2
 FR0976'1938.  IT DROPS OFF TO A 6 FOOT BLUFF ON THE NORTH SIDE, IS
 FR0976'FLUSH WITH THE SURROUNDING SURFACE ON THE OTHER SIDES, AND
 FR0976'IS 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 FR0976'
 FR0976'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0976'IN THE TOP OF BEDROCK WHICH IS FLUSH WITH THE SURROUNDING
 FR0976'SURFACE, IS STAMPED PEACOCK 1944.  IT IS ON THE SAME RIDGE
 FR0976'AS THE STATION, 3/4 MILE SOUTHEAST ON THE WEST SIDE OF A ROCKY
 FR0976'POINT, ABOUT 7 FEET FROM THE HIGHEST POINT.
 FR0976'
 FR0976'TO REACH THE STATION FROM HACKBERRY ON U.S. HIGHWAY NO. 66
 FR0976'GO EASTERLY TOWARD PEACH SPRINGS 2.2 MILES.  TURN RIGHT ON A
 FR0976'DIRT ROAD CROSSING THE SANTA FE RAILROAD TRACKS.  JUST AFTER
 FR0976'CROSSING A CATTLE GUARD TAKE THE RIGHT HAND ROAD AND GO 0.2
 FR0976'MILE TO A FORK.  TAKE THE LEFT HAND ROAD, MAIN TRAVELED
 FR0976'(WIKIEUP ROAD), PASSING TWO PUMP STATIONS ON THE RIGHT, AND
 FR0976'GO 1.9 MILES TO A DIM TRACK ROAD LEADING RIGHT.  TURN RIGHT,
 FR0976'WEST, ONTO THE TRACK ROAD AND GO 1.3 MILES TO A DIM CROSSROAD.
 FR0976'CONTINUE WESTERLY ON THE MAIN TRACK ROAD 0.1 MILE TO A FORK.
 FR0976'TAKE THE RIGHT HAND ROAD WESTERLY FOR 0.3 MILE TO A WIRE
 FR0976'GATE IN A NORTH-SOUTH FENCE LINE.  PASS THROUGH THE GATE
 FR0976'AND CONTINUE WESTERLY FOR 3.3 MILES TO AN OLD BROKEN
 FR0976'CONCRETE WATER TANK.  LEAVE THE ROAD HERE AND BEAR
 FR0976'RIGHT, NORTHERLY, ALONG THE EAST SIDE OF A RIDGE 0.15 MILE
 FR0976'TO THE SOUTH SIDE OF A DEEP WASH AND THE END OF TRUCK
 FR0976'TRAVEL.  FROM HERE PACK ACROSS THE WASH TO AN EAST-WEST
 FR0976'RIDGE, GO WESTERLY ALONG THE TOP OF THE RIDGE TO THE
 FR0976'HIGHEST POINT AND STATION.  A 1-3/4 HOUR PACK.
 FR0976
 FR0976                          STATION RECOVERY (1950)
 FR0976
 FR0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0976'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN 1948.
 FR0976'ALL MARKS ARE IN GOOD CONDITION.
 FR0976'
 FR0976'THE ROUTE USED TO THE STATION IN 1948 IS ADEQUATE WITH THE
 FR0976'FOLLOWING EXCEPTION--THERE ARE NOW THREE PUMP STATIONS
 FR0976'INSTEAD OF TWO MENTIONED IN THE OLD DESCRIPTION.
 FR0976'
 FR0976'NO DISTANCE OR DIRECTIONS WERE MEASURED SINCE THE STATION
 FR0976'WAS NOT OCCUPIED BY AN OBSERVING UNIT.
 FR0976
 FR0976                          STATION RECOVERY (1968)
 FR0976
 FR0976'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0976'TO REACH THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FR0976'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2027 ***********************************************************************
 CZ2027  DESIGNATION -  PEAK
 CZ2027  PID         -  CZ2027
 CZ2027  STATE/COUNTY-  AZ/PINAL
 CZ2027  USGS QUAD   -  ELOY NORTH (1992)
 CZ2027
 CZ2027                         *CURRENT SURVEY CONTROL
 CZ2027  ___________________________________________________________________
 CZ2027* NAD 83(1992)-  32 47 15.60198(N)    111 30 43.27329(W)     ADJUSTED  
 CZ2027* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 CZ2027  ___________________________________________________________________
 CZ2027  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 CZ2027  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ2027  HORZ ORDER  -  FIRST
 CZ2027
 CZ2027.The horizontal coordinates were established by classical geodetic methods
 CZ2027.and adjusted by the National Geodetic Survey in August 1993.
 CZ2027
 CZ2027.The orthometric height was scaled from a topographic map.
 CZ2027
 CZ2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2027
 CZ2027.The geoid height was determined by GEOID03.
 CZ2027
 CZ2027;                    North         East     Units Scale Factor Converg.
 CZ2027;SPC AZ C     -   198,278.125   251,262.158   MT  0.99991771   +0 13 08.9
 CZ2027;SPC AZ C     -   650,518.78    824,350.91   iFT  0.99991771   +0 13 08.9
 CZ2027;UTM  12      - 3,627,864.125   452,054.686   MT  0.99962834   -0 16 38.2
 CZ2027
 CZ2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2027!SPC AZ C     -   0.99993067  x   0.99991771  =   0.99984839
 CZ2027!UTM  12      -   0.99993067  x   0.99962834  =   0.99955904
 CZ2027
 CZ2027|---------------------------------------------------------------------|
 CZ2027| PID    Reference Object                     Distance      Geod. Az  |
 CZ2027|                                                           dddmmss.s |
 CZ2027| CH6066 PEAK RM 1                            26.972 METERS 07807     |
 CZ2027| CH6067 PEAK RM 2                            27.425 METERS 17341     |
 CZ2027| CH4244 HIGHWAY 84 DISK                                    2273439.1 |
 CZ2027| CZ2024 PHOENIX TUCSON AWY BCN 5            APPROX. 6.4 KM 3051407.9 |
 CZ2027|---------------------------------------------------------------------|
 CZ2027
 CZ2027                          SUPERSEDED SURVEY CONTROL
 CZ2027
 CZ2027  NAD 83(1986)-  32 47 15.59634(N)    111 30 43.27348(W) AD(       ) 1
 CZ2027  NAD 27      -  32 47 15.37100(N)    111 30 40.83700(W) AD(       ) 1
 CZ2027
 CZ2027.Superseded values are not recommended for survey control.
 CZ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2027.See file dsdata.txt to determine how the superseded data were derived.
 CZ2027
 CZ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5205527864(NAD 83)
 CZ2027_MARKER: DS = TRIANGULATION STATION DISK
 CZ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2027
 CZ2027  HISTORY     - Date     Condition        Report By
 CZ2027  HISTORY     - 1935     MONUMENTED       CGS
 CZ2027  HISTORY     - 1959     SEE DESCRIPTION  CGS
 CZ2027  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ2027
 CZ2027                          STATION DESCRIPTION
 CZ2027
 CZ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ2027'ABOUT 5 MILES NORTH OF PICACHO, JUST WEST OF THE SECTION
 CZ2027'HOUSE AT PEAK ON THE PHOENIX BRANCH OF THE SOUTHERN PACIFIC
 CZ2027'RAILROAD.  MARKED BY A STANDARD BRONZE DISKS AS DESCRIBED IN
 CZ2027'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ2027'REFERENCE DISK IS 26.972 METERS (88.49 FEET) FROM
 CZ2027'STATION N 78 DEG 07 MIN E.  REFERENCE MARK NO. 2,
 CZ2027'A STANDARD BRONZE REFERENCE DISK IS 27.425 METERS
 CZ2027'(89.98 FEET) FROM STATION S 06 DEG 19 MIN E.  THE
 CZ2027'AZIMUTH MARK, A STATE HIGHWAY BENCH MARK SET IN A CULVERT ON
 CZ2027'THE WEST SIDE OF THE HIGHWAY, IS ONE-HALF MILE FROM STATION
 CZ2027'S 47 DEG 35 MIN W.
 CZ2027
 CZ2027                          STATION RECOVERY (1959)
 CZ2027
 CZ2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ2027'THE STATION WAS DESTROYED BY SOME CONSTRUCTION ALONG THE
 CZ2027'SOUTHERN PACIFIC RAILWAY.  THE STATION AND THE REFERENCE
 CZ2027'CONCRETE MARKS ARE LAYING ON THE SURFACE, NEAR WHERE THE
 CZ2027'STATION WAS ORIGINALLY.
 CZ2027'
 CZ2027'THE DISK WILL BE SENT TO THE DIRECTOR.
 CZ2027
 CZ2027                          STATION RECOVERY (1960)
 CZ2027
 CZ2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2027'UNDERGROUND MARK WAS RECOVERED AND IT IS NOW 2 FEET BELOW THE
 CZ2027'SURFACE IN A CULTIVATED FIELD.  A TRAVERSE CONNECTION WAS MADE
 CZ2027'TO IT FROM TRIANGULATION STATION PEAK 2 1960.  THE DISTANCE
 CZ2027'PEAK TO PEAK 2 1960 IS 109.705 METERS AND THE GEODETIC AZIMUTH
 CZ2027'IS 329 19 09.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0266 ***********************************************************************
 GO0266  DESIGNATION -  PEAK
 GO0266  PID         -  GO0266
 GO0266  STATE/COUNTY-  AZ/APACHE
 GO0266  USGS QUAD   -  WALKER CREEK RESERVOIR (1968)
 GO0266
 GO0266                         *CURRENT SURVEY CONTROL
 GO0266  ___________________________________________________________________
 GO0266* NAD 83(1992)-  36 57 48.55588(N)    109 33 25.83646(W)     ADJUSTED  
 GO0266* NAVD 88     -      1782.6    (meters)    5848.     (feet)  VERTCON   
 GO0266  ___________________________________________________________________
 GO0266  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 GO0266  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 GO0266  HORZ ORDER  -  THIRD
 GO0266
 GO0266.The horizontal coordinates were established by classical geodetic methods
 GO0266.and adjusted by the National Geodetic Survey in November 1997.
 GO0266
 GO0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0266
 GO0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0266
 GO0266.The geoid height was determined by GEOID03.
 GO0266
 GO0266;                    North         East     Units Scale Factor Converg.
 GO0266;SPC AZ E     -   661,592.051   267,632.500   MT  0.99993627   +0 21 59.4
 GO0266;SPC AZ E     - 2,170,577.60    878,059.38   iFT  0.99993627   +0 21 59.4
 GO0266;UTM  12      - 4,091,794.517   628,441.887   MT  0.99980323   +0 52 03.7
 GO0266
 GO0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0266!SPC AZ E     -   0.99972359  x   0.99993627  =   0.99965987
 GO0266!UTM  12      -   0.99972359  x   0.99980323  =   0.99952687
 GO0266
 GO0266:                Primary Azimuth Mark                     Grid Az
 GO0266:SPC AZ E     -  COMB                                     261 37 23.3
 GO0266:UTM  12      -  COMB                                     261 07 19.0
 GO0266
 GO0266|---------------------------------------------------------------------|
 GO0266| PID    Reference Object                     Distance      Geod. Az  |
 GO0266|                                                           dddmmss.s |
 GO0266| GO0508 COMB                                APPROX.23.5 KM 2615922.7 |
 GO0266|---------------------------------------------------------------------|
 GO0266
 GO0266                          SUPERSEDED SURVEY CONTROL
 GO0266
 GO0266  NAD 83(1992)-  36 57 48.55451(N)    109 33 25.84001(W) AD(       ) 3
 GO0266  NAD 83(1992)-  36 57 48.55310(N)    109 33 25.84060(W) AD(       ) 3
 GO0266  NAD 83(1986)-  36 57 48.55190(N)    109 33 25.84011(W) AD(       ) 3
 GO0266  NGVD 29 (08/22/88) 1781.7    (m)         5845.     (f) VERT ANG    3  
 GO0266
 GO0266.Superseded values are not recommended for survey control.
 GO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0266.See file dsdata.txt to determine how the superseded data were derived.
 GO0266
 GO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF2844291795(NAD 83)
 GO0266_MARKER: DS = TRIANGULATION STATION DISK
 GO0266_SETTING: 66 = SET IN ROCK OUTCROP
 GO0266_SP_SET: SET IN BEDROCK
 GO0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0266+STABILITY: POSITION/ELEVATION WELL
 GO0266
 GO0266  HISTORY     - Date     Condition        Report By
 GO0266  HISTORY     - 1949     MONUMENTED       USGS
 GO0266  HISTORY     - 1961     GOOD             USGS
 GO0266  HISTORY     - 1968     GOOD             USGS
 GO0266
 GO0266                          STATION DESCRIPTION
 GO0266
 GO0266'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0266'LOCATED ABOUT 2.5 MI N. AND 29 MI W. OF FOUR CORNERS MONUMENT.  ON
 GO0266'HIGHEST POINT OF SHARP PEAK.
 GO0266'
 GO0266'TO REACH FROM BRIDGE ACROSS SAN JUAN RIVER AT SHIPROCK, NM, DRIVE
 GO0266'0.1 MI S. ON U.S. HWY. 666 TO RD. W.  TURN W. FOLLOWING RD.
 GO0266'TOWARD KAYENTA 45 MI TO RD. FORKS, CONTINUE STRAIGHT AHEAD (RIGHT
 GO0266'FORK) 20 MI TO RD. FORKS.  TAKE LEFT FORK 5.4 MI TO X-RDS.  TURN
 GO0266'LEFT 0.5 MI TO WINDMILL AND RD. FORKS.  TURN RIGHT 0.4 MI TO RD.
 GO0266'FORKS.  TAKE RIGHT FORK 0.7 MI TO RD. FORKS.  TURN RIGHT 0.7 MI TO
 GO0266'NORTHEAST CORNER OF FENCE, CONTINUE STRAIGHT AHEAD 0.1 MI TO
 GO0266'EARTH RESERVOIR THEN 0.5 MI TO END OF TRUCK TRAVEL.  CLIMB
 GO0266'CONE-SHAPED PEAK TO HIGHEST POINT AND STATION.  A 15-MINUTE PACK.
 GO0266'
 GO0266'STATION MARK--STANDARD TABLET STAMPED---PEAK 1949---, IN SOLID
 GO0266'ROCK.
 GO0266'
 GO0266'RM 1--STANDARD RM TABLET STAMPED---1---, IN SOLID ROCK.
 GO0266'
 GO0266'RM 2--STANDARD RM TABLET STAMPED---2---, IN SOLID ROCK.
 GO0266
 GO0266                          STATION RECOVERY (1961)
 GO0266
 GO0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GO0266'RECOVERED AS DESCRIBED BY USGS IN 1949.  STATION REACHED BY
 GO0266'HELICOPTER.
 GO0266
 GO0266                          STATION RECOVERY (1968)
 GO0266
 GO0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0266'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2406 ***********************************************************************
 CZ2406  DESIGNATION -  PEAK
 CZ2406  PID         -  CZ2406
 CZ2406  STATE/COUNTY-  AZ/PINAL
 CZ2406  USGS QUAD   -  PICACHO RESERVOIR SE (1993)
 CZ2406
 CZ2406                         *CURRENT SURVEY CONTROL
 CZ2406  ___________________________________________________________________
 CZ2406* NAD 83(1992)-  32 51 12.18028(N)    111 21 47.59278(W)     ADJUSTED  
 CZ2406* NAVD 88     -       789.6    (meters)    2591.     (feet)  VERTCON   
 CZ2406  ___________________________________________________________________
 CZ2406  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 CZ2406  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CZ2406  HORZ ORDER  -  THIRD
 CZ2406
 CZ2406.The horizontal coordinates were established by classical geodetic methods
 CZ2406.and adjusted by the National Geodetic Survey in August 1993.
 CZ2406
 CZ2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2406
 CZ2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2406
 CZ2406.The geoid height was determined by GEOID03.
 CZ2406
 CZ2406;                    North         East     Units Scale Factor Converg.
 CZ2406;SPC AZ C     -   205,628.654   265,161.879   MT  0.99993308   +0 18 00.9
 CZ2406;SPC AZ C     -   674,634.69    869,953.67   iFT  0.99993308   +0 18 00.9
 CZ2406;UTM  12      - 3,635,091.647   466,013.378   MT  0.99961424   -0 11 49.4
 CZ2406
 CZ2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2406!SPC AZ C     -   0.99988066  x   0.99993308  =   0.99981375
 CZ2406!UTM  12      -   0.99988066  x   0.99961424  =   0.99949494
 CZ2406
 CZ2406                          SUPERSEDED SURVEY CONTROL
 CZ2406
 CZ2406  NAD 83(1986)-  32 51 12.17536(N)    111 21 47.58329(W) AD(       ) 3
 CZ2406  NGVD 29 (04/26/91)  789.1    (m)         2589.     (f) VERT ANG    3  
 CZ2406
 CZ2406.Superseded values are not recommended for survey control.
 CZ2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2406.See file dsdata.txt to determine how the superseded data were derived.
 CZ2406
 CZ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6601335092(NAD 83)
 CZ2406_MARKER: DD = SURVEY DISK
 CZ2406_SETTING: 80 = SET IN A BOULDER
 CZ2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2406+STABILITY: SURFACE MOTION
 CZ2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2406+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ2406
 CZ2406  HISTORY     - Date     Condition        Report By
 CZ2406  HISTORY     - 1921     MONUMENTED       USGS
 CZ2406  HISTORY     - 20071110 GOOD             GEOCAC
 CZ2406
 CZ2406                          STATION DESCRIPTION
 CZ2406
 CZ2406'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2406'LOCATED ABOUT 13.5 MI SE. OF FLORENCE.  AT NORTHERN END OF PICACHO
 CZ2406'RANGE, ON HIGHEST POINT OF PEAK.
 CZ2406'
 CZ2406'TO REACH FROM FLORENCE, TAKE RD. TO PICACHO WHICH PASSES 3 MI W.
 CZ2406'OF STATION.
 CZ2406'
 CZ2406'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 CZ2406'UNDER CENTER OF 7-FT HIGH CAIRN.
 CZ2406'
 CZ2406'RMS--NONE SET.
 CZ2406
 CZ2406                          STATION RECOVERY (2007)
 CZ2406
 CZ2406'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1069 ***********************************************************************
 CZ1069  DESIGNATION -  PEAK 2
 CZ1069  PID         -  CZ1069
 CZ1069  STATE/COUNTY-  AZ/PINAL
 CZ1069  USGS QUAD   -  ELOY NORTH (1992)
 CZ1069
 CZ1069                         *CURRENT SURVEY CONTROL
 CZ1069  ___________________________________________________________________
 CZ1069* NAD 83(1992)-  32 47 12.53927(N)    111 30 41.12205(W)     ADJUSTED  
 CZ1069* NAVD 88     -       470.109  (meters)    1542.35   (feet)  ADJUSTED  
 CZ1069  ___________________________________________________________________
 CZ1069  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 CZ1069  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ1069  DYNAMIC HT  -         469.520 (meters)    1540.42  (feet)  COMP
 CZ1069  MODELED GRAV-     979,370.7   (mgal)                       NAVD 88
 CZ1069
 CZ1069  HORZ ORDER  -  SECOND
 CZ1069  VERT ORDER  -  FIRST     CLASS II
 CZ1069
 CZ1069.The horizontal coordinates were established by classical geodetic methods
 CZ1069.and adjusted by the National Geodetic Survey in August 1993.
 CZ1069
 CZ1069.The orthometric height was determined by differential leveling
 CZ1069.and adjusted in November 1993.
 CZ1069
 CZ1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1069
 CZ1069.The geoid height was determined by GEOID03.
 CZ1069
 CZ1069.The dynamic height is computed by dividing the NAVD 88
 CZ1069.geopotential number by the normal gravity value computed on the
 CZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1069.degrees latitude (g = 980.6199 gals.).
 CZ1069
 CZ1069.The modeled gravity was interpolated from observed gravity values.
 CZ1069
 CZ1069;                    North         East     Units Scale Factor Converg.
 CZ1069;SPC AZ C     -   198,183.998   251,318.492   MT  0.99991776   +0 13 10.0
 CZ1069;SPC AZ C     -   650,209.97    824,535.73   iFT  0.99991776   +0 13 10.0
 CZ1069;UTM  12      - 3,627,769.542   452,110.187   MT  0.99962828   -0 16 37.0
 CZ1069
 CZ1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1069!SPC AZ C     -   0.99993089  x   0.99991776  =   0.99984866
 CZ1069!UTM  12      -   0.99993089  x   0.99962828  =   0.99955920
 CZ1069
 CZ1069|---------------------------------------------------------------------|
 CZ1069| PID    Reference Object                     Distance      Geod. Az  |
 CZ1069|                                                           dddmmss.s |
 CZ1069| CZ1070 PEAK 2 RM 1                          25.121 METERS 00054     |
 CZ1069| CZ1068 PEAK 2 RM 2                          19.160 METERS 13115     |
 CZ1069| CZ1066 A 69                                               1782401.6 |
 CZ1069| CZ2134 ELOY FEDERAL COMPRESS CO S TK       APPROX. 5.8 KM 1801411.4 |
 CZ1069| CZ2136 ELOY FEDERAL COMPRESS CO N TK       APPROX. 5.4 KM 1812546.3 |
 CZ1069| CZ2135 ELOY ARIZONA COMPRESS CO TANK       APPROX. 6.3 KM 1865630.8 |
 CZ1069| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 5.7 KM 2260744.3 |
 CZ1069| CZ2027 PEAK                                109.706 METERS 32919     |
 CZ1069|---------------------------------------------------------------------|
 CZ1069
 CZ1069                          SUPERSEDED SURVEY CONTROL
 CZ1069
 CZ1069  NAD 83(1986)-  32 47 12.53368(N)    111 30 41.12227(W) AD(       ) 2
 CZ1069  NAD 27      -  32 47 12.30800(N)    111 30 38.68600(W) AD(       ) 2
 CZ1069  NGVD 29 (??/??/92)  470.644  (m)         1544.10   (f) ADJ UNCH    1 2
 CZ1069
 CZ1069.Superseded values are not recommended for survey control.
 CZ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1069.See file dsdata.txt to determine how the superseded data were derived.
 CZ1069
 CZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5211027770(NAD 83)
 CZ1069_MARKER: DS = TRIANGULATION STATION DISK
 CZ1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1069_SP_SET: CONCRETE POST
 CZ1069_STAMPING: PEAK 2 1960
 CZ1069_MARK LOGO: CGS   
 CZ1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1069+STABILITY: SURFACE MOTION
 CZ1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1069+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1069
 CZ1069  HISTORY     - Date     Condition        Report By
 CZ1069  HISTORY     - 1960     MONUMENTED       CGS
 CZ1069  HISTORY     - 1967     GOOD             CGS
 CZ1069  HISTORY     - 1967     GOOD             NGS
 CZ1069  HISTORY     - 1968     GOOD             AMS
 CZ1069  HISTORY     - 19920103 GOOD             NGS
 CZ1069  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1069
 CZ1069                          STATION DESCRIPTION
 CZ1069
 CZ1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1069'THE STATION IS ABOUT 5 MILES NORTHEAST OF ELOY ON THE WEST
 CZ1069'SIDE OF THE RAILROAD TRACKS NEAR AN ABANDONED SECTION HOUSE.
 CZ1069'
 CZ1069'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ELOY GO SOUTHEAST
 CZ1069'ON STATE HIGHWAY 84 FOR 2.6 MILES TO THE JUNCTION OF STATE
 CZ1069'HIGHWAYS 84, 93 AND 87, TURN LEFT AND GO NORTH ON STATE
 CZ1069'HIGHWAY 87 FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST
 CZ1069'ON THE GRAVELED ROAD FOR 0.25 TO A TRACK ROAD ON EITHER SIDE
 CZ1069'OF THE ROAD.  TURN LEFT AND GO NORTH ON THE WEST SIDE OF THE
 CZ1069'RAILROAD TRACKS FOR 0.6 MILE TO THE STATION AND REFERENCE
 CZ1069'MARKS ON THE LEFT.
 CZ1069'
 CZ1069'TO REACH BENCH MARK A 69 FROM THE STATION GO SOUTH ON THE TRACK
 CZ1069'ROAD FOR 0.6 MILE TO THE GRAVELED ROAD, CROSS THE GRAVELED ROAD
 CZ1069'AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2 MILE TO BENCH
 CZ1069'MARK A 69 (AZIMUTH MARK) ON THE LEFT.
 CZ1069'
 CZ1069'THE STATION MARK, STAMPED PEAK 2 1960, IS A STANDARD DISK
 CZ1069'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 CZ1069'INCHES.  IT IS IN A FENCE LINE 15 FEET EAST OF THE CENTER OF A
 CZ1069'TRACK ROAD.
 CZ1069'
 CZ1069'REFERENCE MARK NO. 1, STAMPED PEAK 2 NO 1 1960, IS A STANDARD
 CZ1069'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ1069'PROJECTS 3 INCHES.  IT IS 16 FEET EAST OF THE CENTER OF THE
 CZ1069'TRACK ROAD AND 1 FOOT EAST OF THE FENCE LINE.
 CZ1069'
 CZ1069'REFERENCE MARK NO. 2, STAMPED PEAK 2 NO 2 1960, IS A STANDARD
 CZ1069'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ1069'PROJECTS 6 INCHES.  IT IS 100 FEET WEST OF THE WEST RAIL OF
 CZ1069'THE RAILROAD TRACKS AND 2 FEET NORTH OF A TELEPHONE POLE.
 CZ1069'
 CZ1069'BENCH MARK A 69, (AZIMUTH MARK) STAMPED A 69 1954, IS A U.S.C.
 CZ1069'AND G.S. BENCH MARK DISK SET IN THE TOP OF A 5 INCH SQUARE
 CZ1069'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 23 FEET WEST OF THE
 CZ1069'WEST RAIL OF THE RAILROAD TRACKS, 18 FEET EAST OF RAILROAD
 CZ1069'MILE POST 976 AND 2 FEET SOUTH OF A WITNESS POST.
 CZ1069'
 CZ1069'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CZ1069
 CZ1069                          STATION RECOVERY (1967)
 CZ1069
 CZ1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 CZ1069'THE STATION MARK, STAMPED PEAK 2 1960, IS ABOUT 1.0 MILE NORTH
 CZ1069'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE DISTRICT 33
 CZ1069'ELEMENTARY SCHOOL AT PICACHO, THENCE 4.25 MILES NORTH ALONG
 CZ1069'THE SOUTHERN PACIFIC RAILROAD, IN S 27, T 7 S, R 8 E, 147 FEET
 CZ1069'WEST OF THE WEST RAIL OF THE TRACKS, 65 FEET NORTHWEST OF THE 7TH
 CZ1069'POLE SOUTH OF MILEPOST 975, 23 FEET EAST OF THE EAST BANK OF AN
 CZ1069'IRRIGATION DITCH, 1.4 FEET NORTH OF A METAL WITNESS POST,
 CZ1069'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 CZ1069'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CZ1069'
 CZ1069'R.M. 1, STAMPED PEAK 2 NO 1 1960, IS 82 FEET NORTH OF THE
 CZ1069'STATION MARK, 146 FEET WEST OF THE WEST RAIL OF THE TRACKS,
 CZ1069'72 FEET SOUTHWEST OF THE 6TH POLE SOUTH OF MILEPOST 975, 24
 CZ1069'FEET EAST OF THE EAST BANK OF AN IRRIGATION DITCH, ABOUT 7
 CZ1069'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 CZ1069'POST PROJECTING 4 INCHES.
 CZ1069'
 CZ1069'R.M. 2, STAMPED PEAK 2 NO 1 1960, IS 63 FEET WEST OF THE STATION
 CZ1069'MARK, 3 FEET NORTH OF THE 7TH POLE SOUTH OF MILEPOST 975, 100
 CZ1069'FEET WEST OF THE WEST RAIL OF THE TRACKS, ABOUT 7 FEET BELOW THE
 CZ1069'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 CZ1069'PROJECTING 5 INCHES.
 CZ1069
 CZ1069                          STATION RECOVERY (1967)
 CZ1069
 CZ1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1069'5.25 MI S FROM PICACHO.
 CZ1069'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1069'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 4.25 MILES NORTH
 CZ1069'ALONG THE SOUTHERN PACIFIC RAILROAD, IN SECTION 27, T 7 S, R 8 E, 65
 CZ1069'FEET NORTHWEST OF THE 7TH POLE SOUTH OF MILEPOST 975, 147 FEET WEST OF
 CZ1069'THE WEST RAIL OF THE TRACKS, 23 FEET EAST OF THE EAST CONCRETE BANK OF
 CZ1069'AN IRRIGATION DITCH, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 7
 CZ1069'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 CZ1069'POST PROJECTING 4 INCHES.
 CZ1069
 CZ1069                          STATION RECOVERY (1968)
 CZ1069
 CZ1069'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ1069'THE STATION MARK, R.M.S 1 AND 2 WERE RECOVERED AS DESCRIBED
 CZ1069'AND IN GOOD CONDITION.  PEAK 1935 AND BENCH MARK A 69 (AZIMUTH
 CZ1069'MARK) WERE NOT SEARCHED FOR.  DESCRIPTION ADEQUATE.
 CZ1069'
 CZ1069'CHECK DIST TO R.M.S
 CZ1069'
 CZ1069'PUB. DISTANCE R.M. NO. 1 82.42 FT. OR 25.121 M., CHECK DISTANCE
 CZ1069'(FT. AND M) 82.442 FT. 25.130 M (SLOPE)
 CZ1069'
 CZ1069'PUB. DISTANCE R.M. NO. 2 62.86 FT. OR 19.160 M. CHECK DISTANCE
 CZ1069'(FT. AND M) 62.950 FT. 19.185 M. (SLOPE)
 CZ1069
 CZ1069                          STATION RECOVERY (1992)
 CZ1069
 CZ1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1069'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1069'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1069'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1069'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 5.8 KM (3.60 MI)
 CZ1069'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.1 KM (0.05 MI) NORTH
 CZ1069'OF THE INTERSECTION OF HOUSER ROAD, 44.8 M (147.0 FT) WEST OF THE
 CZ1069'NEAR RAIL, 25.0 M (82.0 FT) SOUTH OF REFERENCE MARK 1, 19.1 M (62.7
 CZ1069'FT) NORTHWEST OF REFERENCE MARK 2, 7.0 M (23.0 FT) EAST OF THE EAST
 CZ1069'BANK OF AN IRRIGATION DITCH, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 CZ1069'TRACK, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 CZ1069'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 CZ1069
 CZ1069                          STATION RECOVERY (2007)
 CZ1069
 CZ1069'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1070 ***********************************************************************
 CZ1070  DESIGNATION -  PEAK 2 RM 1
 CZ1070  PID         -  CZ1070
 CZ1070  STATE/COUNTY-  AZ/PINAL
 CZ1070  USGS QUAD   -  ELOY NORTH (1992)
 CZ1070
 CZ1070                         *CURRENT SURVEY CONTROL
 CZ1070  ___________________________________________________________________
 CZ1070* NAD 83(1986)-  32 47 12.     (N)    111 30 40.     (W)     SCALED    
 CZ1070* NAVD 88     -       470.178  (meters)    1542.58   (feet)  ADJUSTED  
 CZ1070  ___________________________________________________________________
 CZ1070  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ1070  DYNAMIC HT  -         469.589 (meters)    1540.64  (feet)  COMP
 CZ1070  MODELED GRAV-     979,370.7   (mgal)                       NAVD 88
 CZ1070
 CZ1070  VERT ORDER  -  FIRST     CLASS II
 CZ1070
 CZ1070.The horizontal coordinates were scaled from a topographic map and have
 CZ1070.an estimated accuracy of +/- 6 seconds.
 CZ1070
 CZ1070.The orthometric height was determined by differential leveling
 CZ1070.and adjusted in November 1993.
 CZ1070
 CZ1070.The geoid height was determined by GEOID03.
 CZ1070
 CZ1070.The dynamic height is computed by dividing the NAVD 88
 CZ1070.geopotential number by the normal gravity value computed on the
 CZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1070.degrees latitude (g = 980.6199 gals.).
 CZ1070
 CZ1070.The modeled gravity was interpolated from observed gravity values.
 CZ1070
 CZ1070;                    North         East    Units  Estimated Accuracy
 CZ1070;SPC AZ C     -   198,170.      251,350.      MT  (+/- 180 meters Scaled)
 CZ1070
 CZ1070                          SUPERSEDED SURVEY CONTROL
 CZ1070
 CZ1070  NGVD 29 (??/??/92)  470.708  (m)         1544.31   (f) ADJ UNCH    1 2
 CZ1070
 CZ1070.Superseded values are not recommended for survey control.
 CZ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1070.See file dsdata.txt to determine how the superseded data were derived.
 CZ1070
 CZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521277(NAD 83)
 CZ1070_MARKER: DR = REFERENCE MARK DISK
 CZ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1070_SP_SET: CONCRETE POST
 CZ1070_STAMPING: PEAK 2 NO 1 1960
 CZ1070_MARK LOGO: CGS   
 CZ1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1070+STABILITY: SURFACE MOTION
 CZ1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1070+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1070
 CZ1070  HISTORY     - Date     Condition        Report By
 CZ1070  HISTORY     - 1960     MONUMENTED       CGS
 CZ1070  HISTORY     - 1967     GOOD             NGS
 CZ1070  HISTORY     - 19920103 GOOD             NGS
 CZ1070  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1070
 CZ1070                          STATION DESCRIPTION
 CZ1070
 CZ1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1070'5.25 MI N FROM PICACHO.
 CZ1070'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1070'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 4.25 MILES NORTH
 CZ1070'ALONG THE SOUTHERN PACIFIC RAILROAD, IN S 27, T 7 S, R 8 E, 146 FEET
 CZ1070'WEST OF THE WEST RAIL OF THE TRACKS, 72 FEET SOUTHWEST OF THE 6TH POLE
 CZ1070'SOUTH OF MILEPOST 975, 82 FEET NORTH OF PEAK 2 1960, 24 FEET EAST OF
 CZ1070'THE EAST BANK OF AN IRRIGATION DITCH, ABOUT 7 FEET BELOW THE LEVEL OF
 CZ1070'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CZ1070
 CZ1070                          STATION RECOVERY (1992)
 CZ1070
 CZ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1070'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1070'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1070'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1070'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 5.8 KM (3.60 MI)
 CZ1070'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.1 KM (0.05 MI) NORTH
 CZ1070'OF THE INTERSECTION OF HOUSER ROAD, 44.5 M (146.0 FT) WEST OF THE
 CZ1070'NEAR RAIL, 25.0 M (82.0 FT) NORTH OF TRIANGULATION STATION PEAK 2,
 CZ1070'7.1 M (23.3 FT) EAST OF THE EAST BANK OF AN IRRIGATION DITCH, 0.4 M
 CZ1070'(1.3 FT) SOUTH OF A WITNESS POST, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 CZ1070'THE TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CZ1070
 CZ1070                          STATION RECOVERY (2007)
 CZ1070
 CZ1070'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1068 ***********************************************************************
 CZ1068  DESIGNATION -  PEAK 2 RM 2
 CZ1068  PID         -  CZ1068
 CZ1068  STATE/COUNTY-  AZ/PINAL
 CZ1068  USGS QUAD   -  ELOY NORTH (1992)
 CZ1068
 CZ1068                         *CURRENT SURVEY CONTROL
 CZ1068  ___________________________________________________________________
 CZ1068* NAD 83(1986)-  32 47 12.     (N)    111 30 40.     (W)     SCALED    
 CZ1068* NAVD 88     -       470.146  (meters)    1542.47   (feet)  ADJUSTED  
 CZ1068  ___________________________________________________________________
 CZ1068  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ1068  DYNAMIC HT  -         469.557 (meters)    1540.54  (feet)  COMP
 CZ1068  MODELED GRAV-     979,370.7   (mgal)                       NAVD 88
 CZ1068
 CZ1068  VERT ORDER  -  FIRST     CLASS II
 CZ1068
 CZ1068.The horizontal coordinates were scaled from a topographic map and have
 CZ1068.an estimated accuracy of +/- 6 seconds.
 CZ1068
 CZ1068.The orthometric height was determined by differential leveling
 CZ1068.and adjusted in November 1993.
 CZ1068
 CZ1068.The geoid height was determined by GEOID03.
 CZ1068
 CZ1068.The dynamic height is computed by dividing the NAVD 88
 CZ1068.geopotential number by the normal gravity value computed on the
 CZ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1068.degrees latitude (g = 980.6199 gals.).
 CZ1068
 CZ1068.The modeled gravity was interpolated from observed gravity values.
 CZ1068
 CZ1068;                    North         East    Units  Estimated Accuracy
 CZ1068;SPC AZ C     -   198,170.      251,350.      MT  (+/- 180 meters Scaled)
 CZ1068
 CZ1068                          SUPERSEDED SURVEY CONTROL
 CZ1068
 CZ1068  NGVD 29 (??/??/92)  470.670  (m)         1544.19   (f) ADJ UNCH    1 2
 CZ1068
 CZ1068.Superseded values are not recommended for survey control.
 CZ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1068.See file dsdata.txt to determine how the superseded data were derived.
 CZ1068
 CZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521277(NAD 83)
 CZ1068_MARKER: DR = REFERENCE MARK DISK
 CZ1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1068_SP_SET: CONCRETE POST
 CZ1068_STAMPING: PEAK 2 NO 2 1960
 CZ1068_MARK LOGO: CGS   
 CZ1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1068+STABILITY: SURFACE MOTION
 CZ1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1068+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1068
 CZ1068  HISTORY     - Date     Condition        Report By
 CZ1068  HISTORY     - 1960     MONUMENTED       CGS
 CZ1068  HISTORY     - 1967     GOOD             NGS
 CZ1068  HISTORY     - 19920103 GOOD             NGS
 CZ1068  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1068
 CZ1068                          STATION DESCRIPTION
 CZ1068
 CZ1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1068'5.25 MI N FROM PICACHO.
 CZ1068'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1068'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 4.25 MILES NORTH
 CZ1068'ALONG THE SOUTHERN PACIFIC RAILROAD, IN S 27, T 7 S, R 8 E, 3 FEET
 CZ1068'NORTH OF THE 7TH POLE SOUTH OF MILEPOST 975, 100 FEET WEST OF THE WEST
 CZ1068'RAIL OF THE TRACK, 63 FEET SOUTHEAST OF PEAK 2 1960, ABOUT 7 FEET
 CZ1068'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 CZ1068'PROJECTING 5 INCHES.
 CZ1068
 CZ1068                          STATION RECOVERY (1992)
 CZ1068
 CZ1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1068'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1068'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1068'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1068'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 5.8 KM (3.60 MI)
 CZ1068'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.1 KM (0.05 MI) NORTH
 CZ1068'OF THE INTERSECTION OF HOUSER ROAD, 30.4 M (99.7 FT) WEST OF THE NEAR
 CZ1068'RAIL, 21.5 M (70.5 FT) EAST OF THE EAST BANK OF AN IRRIGATION DITCH,
 CZ1068'19.1 M (62.7 FT) SOUTHEAST OF TRIANGULATION STATION PEAK 2, 2.0 M
 CZ1068'(6.6 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) SOUTH OF A
 CZ1068'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 CZ1068'GROUND SURFACE.
 CZ1068
 CZ1068                          STATION RECOVERY (2007)
 CZ1068
 CZ1068'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0952 ***********************************************************************
 DW0952  DESIGNATION -  PECK
 DW0952  PID         -  DW0952
 DW0952  STATE/COUNTY-  AZ/LA PAZ
 DW0952  USGS QUAD   -  PICACHO (1976)
 DW0952
 DW0952                         *CURRENT SURVEY CONTROL
 DW0952  ___________________________________________________________________
 DW0952* NAD 83(1992)-  33 02 59.57666(N)    114 33 22.21291(W)     ADJUSTED  
 DW0952* NAVD 88     -       383.7    (meters)    1259.     (feet)  VERTCON   
 DW0952  ___________________________________________________________________
 DW0952  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DW0952  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DW0952  HORZ ORDER  -  FIRST
 DW0952
 DW0952.The horizontal coordinates were established by classical geodetic methods
 DW0952.and adjusted by the National Geodetic Survey in August 1993.
 DW0952
 DW0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0952
 DW0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0952
 DW0952.The geoid height was determined by GEOID03.
 DW0952
 DW0952;                    North         East     Units Scale Factor Converg.
 DW0952;SPC AZ W     -   227,579.661   138,067.226   MT  1.00000321   -0 26 22.9
 DW0952;SPC AZ W     -   746,652.43    452,976.46   iFT  1.00000321   -0 26 22.9
 DW0952;SPC CA 6     -   599,235.669 2,158,192.420   MT  0.99996636   +0 55 50.8
 DW0952;SPC CA 6     - 1,965,992.36  7,080,669.63   sFT  0.99996636   +0 55 50.8
 DW0952;UTM  11      - 3,659,471.963   728,192.094   MT  1.00024208   +1 20 00.1
 DW0952
 DW0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0952!SPC AZ W     -   0.99994500  x   1.00000321  =   0.99994821
 DW0952!SPC CA 6     -   0.99994500  x   0.99996636  =   0.99991136
 DW0952!UTM  11      -   0.99994500  x   1.00024208  =   1.00018707
 DW0952
 DW0952|---------------------------------------------------------------------|
 DW0952| PID    Reference Object                     Distance      Geod. Az  |
 DW0952|                                                           dddmmss.s |
 DW0952| CF0432 PECK RM 2                                          03929     |
 DW0952| DW0955 SAN DIEGO CAIRN 21                  APPROX.13.1 KM 2824007.2 |
 DW0952| CF0431 PECK RM 1                                          28410     |
 DW0952|---------------------------------------------------------------------|
 DW0952
 DW0952                          SUPERSEDED SURVEY CONTROL
 DW0952
 DW0952  NAD 83(1986)-  33 02 59.58146(N)    114 33 22.22002(W) AD(       ) 1
 DW0952  NAD 27      -  33 02 59.44100(N)    114 33 19.39100(W) AD(       ) 1
 DW0952  NGVD 29 (07/19/86)  383.0    (m)         1257.     (f) VERT ANG    3  
 DW0952
 DW0952.Superseded values are not recommended for survey control.
 DW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0952.See file dsdata.txt to determine how the superseded data were derived.
 DW0952
 DW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2819259472(NAD 83)
 DW0952_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0952_SETTING: 66 = SET IN ROCK OUTCROP
 DW0952_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0952+STABILITY: POSITION/ELEVATION WELL
 DW0952
 DW0952  HISTORY     - Date     Condition        Report By
 DW0952  HISTORY     - 1935     MONUMENTED       CGS
 DW0952  HISTORY     - 1954     GOOD             USGS
 DW0952
 DW0952                          STATION DESCRIPTION
 DW0952
 DW0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0952'STATION IS ON THE HIGHEST POINT OF THE MOUNTAINS LYING W OF THE
 DW0952'YUMA WASH, ABOUT 1 MILE N OF A LOWER ROUNDED PEAK MARKED
 DW0952'BY A SMALL CAIRN.  POINT IS ABOUT 2 MILES NW OF THE PICACHO
 DW0952'DAM SITE, WHERE THE COLORADO RIVER PASSES BETWEEN STEEP MOUNTAINS
 DW0952'ON THE E SIDE AND MAKES A TURN TO THE S AFTER RUNNING E AND
 DW0952'ABOUT 3-1/2 MILES SE OF THE RED CLOUD MINE.
 DW0952'
 DW0952'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0952'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0952'
 DW0952'REACHED AS FOLLOWS FROM THE DOME SUSPENSION BRIDGE--GO N
 DW0952'ON QUARTZITE ROAD 6.8 MILES (MILEAGE MAY VARY DUE TO CONSTRUCTION
 DW0952'OF NEW ROAD), TURN LEFT (N) AT SIGNS PETRIFIED FOREST SILVER
 DW0952'DISTRICT, GO 0.4 MILE AND CROSS THE NEW ROAD, KEEP STRAIGHT
 DW0952'AHEAD AND GO 2.7 MILES, TAKE LEFT FORK, GO 0.6 MILE TO U.S.G.S.
 DW0952'B.M. 22M (1925), CONTINUE STRAIGHT AHEAD 1.3 MILES TO ROAD
 DW0952'TURNING LEFT, CONTINUE STRAIGHT AHEAD 2.8 MILES.  AT THIS POINT
 DW0952'A DIM ROAD LEADING TO THE RIGHT LEADS TO STATION RED.
 DW0952'CONTINUE 3.3 MILES ON THE MAIN ROAD TO A U.S.G.S. B.M., TR-62
 DW0952'SET IN A CONCRETE POST ON THE LEFT SIDE OF THE WASH.
 DW0952'CONTINUE 0.2 MILE AND TURN LEFT UP A WASH AND GO 0.4 MILE
 DW0952'TO THE END OF TRUCK TRAVEL.  FROM HERE CROSS THE LOW RIDGE
 DW0952'ON THE RIGHT (N) AND DROP INTO A LARGE WASH.  FOLLOW UP
 DW0952'THIS WASH IN A WESTERLY DIRECTION 2-1/2 MILES TO WHERE
 DW0952'THE WASH FORKS.  THERE IS A PROSPECTORS CAMP HERE.
 DW0952'SPOT CAN BE IDENTIFIED BY LEVEL SPOT, TRAILS ET
 DW0952'ASCEND RIDGE S TO THE HIGHEST POINT AND STATION.
 DW0952
 DW0952                          STATION RECOVERY (1954)
 DW0952
 DW0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2090 ***********************************************************************
 DU2090  DESIGNATION -  PECOS
 DU2090  PID         -  DU2090
 DU2090  STATE/COUNTY-  AZ/PINAL
 DU2090  USGS QUAD   -  DESERT WELL (1981)
 DU2090
 DU2090                         *CURRENT SURVEY CONTROL
 DU2090  ___________________________________________________________________
 DU2090* NAD 83(1992)-  33 17 10.50526(N)    111 30 49.99103(W)     ADJUSTED  
 DU2090* NAVD 88     -       482.1    (meters)    1582.     (feet)  VERTCON   
 DU2090  ___________________________________________________________________
 DU2090  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DU2090  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU2090  HORZ ORDER  -  SECOND
 DU2090
 DU2090.The horizontal coordinates were established by classical geodetic methods
 DU2090.and adjusted by the National Geodetic Survey in August 1993.
 DU2090
 DU2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2090
 DU2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2090
 DU2090.The geoid height was determined by GEOID03.
 DU2090
 DU2090;                    North         East     Units Scale Factor Converg.
 DU2090;SPC AZ C     -   253,568.031   250,875.464   MT  0.99991735   +0 13 15.8
 DU2090;SPC AZ C     -   831,916.11    823,082.23   iFT  0.99991735   +0 13 15.8
 DU2090;UTM  12      - 3,683,139.307   452,150.232   MT  0.99962823   -0 16 55.3
 DU2090
 DU2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2090!SPC AZ C     -   0.99992894  x   0.99991735  =   0.99984629
 DU2090!UTM  12      -   0.99992894  x   0.99962823  =   0.99955719
 DU2090
 DU2090|---------------------------------------------------------------------|
 DU2090| PID    Reference Object                     Distance      Geod. Az  |
 DU2090|                                                           dddmmss.s |
 DU2090| CH6068 PECOS RM 1                           13.683 METERS 09739     |
 DU2090| DU2124 GOLDMINE MT                         APPROX.15.5 KM 2235209.0 |
 DU2090| CH6069 PECOS RM 2                           13.839 METERS 29521     |
 DU2090|---------------------------------------------------------------------|
 DU2090
 DU2090                          SUPERSEDED SURVEY CONTROL
 DU2090
 DU2090  NAD 83(1986)-  33 17 10.50068(N)    111 30 49.99399(W) AD(       ) 2
 DU2090  NAD 27      -  33 17 10.31125(N)    111 30 47.52422(W) AD(       ) 2
 DU2090  NGVD 29 (07/19/86)  481.6    (m)         1580.     (f) VERT ANG    3  
 DU2090
 DU2090.Superseded values are not recommended for survey control.
 DU2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2090.See file dsdata.txt to determine how the superseded data were derived.
 DU2090
 DU2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5215083139(NAD 83)
 DU2090_MARKER: DD = SURVEY DISK
 DU2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2090
 DU2090  HISTORY     - Date     Condition        Report By
 DU2090  HISTORY     - 1975     MONUMENTED       AZDT
 DU2090
 DU2090                          STATION DESCRIPTION
 DU2090
 DU2090'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2090'THE STATION IS ABOUT 9 MILES EAST SOUTHEAST OF APACHE JUNCTION AND
 DU2090'18.9 MILES WEST NORTHWEST OF FLORENCE ON A FLOOD CONTROL DIKE.
 DU2090'
 DU2090'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED PECOS 1975
 DU2090'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON THE SOUTHWEST
 DU2090'CORNER OF DIKE.  THE STATION IS MARKED BY A WITNESS POST AND SIGN
 DU2090'2.7 FEET TO THE SOUTH.
 DU2090'
 DU2090'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2090'PECOS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON
 DU2090'TOP OF DIKE.
 DU2090'
 DU2090'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2090'PECOS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON
 DU2090'THE TOP OF DIKE.
 DU2090'
 DU2090'TO REACH THE STATION FROM APACHE JUNCTION, GO WEST ON U.S. HIGHWAY
 DU2090'60 FOR 0.85 MILE TO IRONWOOD ST., GO LEFT (SOUTH) FOR 1.5 MILES
 DU2090'TO SOUTHERN AVENUE AND HIGH SCHOOL ON THE LEFT.  CONTINUE SOUTH
 DU2090'FOR 3.45 MILES TO A CONCRETE LINED WATERSHED DITCH, GO LEFT
 DU2090'THROUGH GATE ON THE NORTH SIDE OF DITCH AND FOLLOW DITCH NORTH
 DU2090'EASTERLY FOR 1.2 MILES TO ANOTHER GATE, PASS THROUGH GATE AND
 DU2090'GO 200 FEET THEN MAKE A SHARP RIGHT TURN ACROSS DITCH.  FOLLOW
 DU2090'TRAIL SOUTHEAST FOR 0.3 MILE TO BASE OF DIKE, GO LEFT FOR 0.4
 DU2090'MILE TO NORTHEAST END OF DIKE.  AT THIS POINT, MAKE HARD RIGHT
 DU2090'TURN AND FOLLOW ROAD ON TOP OF DIKE FOR 0.35 MILE TO BEND IN
 DU2090'DIKE TO THE SOUTHEAST, CONTINUE SOUTHEAST FOR 1.14 MILES TO A
 DU2090'GATE IN FENCELINE ACROSS THE DIKE.  GO THROUGH GATE AND
 DU2090'CONTINUE FOR 0.76 MILE TO STATION WARNER, CONTINUE ON DIKE ROAD
 DU2090'FOR 1.35 MILES TO A GATE, PASS THROUGH GATE AND GO 1.59
 DU2090'MILES TO THE STATION ON THE RIGHT ON THE SOUTHWEST CORNER OF
 DU2090'DIKE.  A CAR CAN BE DRIVEN TO THE STATION IN DRY WEATHER.
 DU2090'
 DU2090'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2253 ***********************************************************************
 DU2253  DESIGNATION -  PECOST
 DU2253  PID         -  DU2253
 DU2253  STATE/COUNTY-  AZ/MARICOPA
 DU2253  USGS QUAD   -  CHANDLER (1981)
 DU2253
 DU2253                         *CURRENT SURVEY CONTROL
 DU2253  ___________________________________________________________________
 DU2253* NAD 83(2007)-  33 17 13.68687(N)    111 47 23.20891(W)     ADJUSTED  
 DU2253* NAVD 88     -       382.8    (meters)    1256.     (feet)  VERTCON   
 DU2253  ___________________________________________________________________
 DU2253  EPOCH DATE  -        2007.00
 DU2253  X           -  -1,981,239.518 (meters)                     COMP
 DU2253  Y           -  -4,956,015.711 (meters)                     COMP
 DU2253  Z           -   3,480,816.693 (meters)                     COMP
 DU2253  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DU2253  ELLIP HEIGHT-         353.289 (meters)          (02/10/07) ADJUSTED
 DU2253  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2253
 DU2253  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2253  Type    PID    Designation                      North   East  Ellip
 DU2253  -------------------------------------------------------------------
 DU2253  NETWORK DU2253 PECOST                            2.61   2.31   6.49
 DU2253  -------------------------------------------------------------------
 DU2253
 DU2253.The horizontal coordinates were established by GPS observations
 DU2253.and adjusted by the National Geodetic Survey in February 2007.
 DU2253
 DU2253.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2253.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2253.The horizontal coordinates are valid at the epoch date displayed above.
 DU2253.The epoch date for horizontal control is a decimal equivalence
 DU2253.of Year/Month/Day.
 DU2253
 DU2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2253
 DU2253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2253
 DU2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2253
 DU2253.The ellipsoidal height was determined by GPS observations
 DU2253.and is referenced to NAD 83.
 DU2253
 DU2253.The geoid height was determined by GEOID03.
 DU2253
 DU2253;                    North         East     Units Scale Factor Converg.
 DU2253;SPC AZ C     -   253,600.853   225,178.207   MT  0.99990172   +0 04 10.7
 DU2253;SPC AZ C     -   832,023.80    738,773.65   iFT  0.99990172   +0 04 10.7
 DU2253;UTM  12      - 3,683,397.701   426,460.989   MT  0.99966667   -0 26 00.5
 DU2253
 DU2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2253!SPC AZ C     -   0.99994454  x   0.99990172  =   0.99984626
 DU2253!UTM  12      -   0.99994454  x   0.99966667  =   0.99961123
 DU2253
 DU2253                          SUPERSEDED SURVEY CONTROL
 DU2253
 DU2253  ELLIP H (06/11/02)  353.318  (m)                       GP(       ) 4 2
 DU2253  NAD 83(1992)-  33 17 13.68542(N)    111 47 23.20805(W) AD(       ) 1
 DU2253  ELLIP H (08/23/93)  353.391  (m)                       GP(       ) 4 2
 DU2253  NAD 83(1986)-  33 17 13.67879(N)    111 47 23.21228(W) AD(       ) 1
 DU2253  NGVD 29 (09/11/89)  382.3    (m)         1254.     (f) GPS OBS     3  
 DU2253
 DU2253.Superseded values are not recommended for survey control.
 DU2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2253.See file dsdata.txt to determine how the superseded data were derived.
 DU2253
 DU2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2646183398(NAD 83)
 DU2253_MARKER: DD = SURVEY DISK
 DU2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2253+STABILITY: SURFACE MOTION
 DU2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2253+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2253
 DU2253  HISTORY     - Date     Condition        Report By
 DU2253  HISTORY     - 1986     MONUMENTED       AZDT
 DU2253  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 DU2253  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU2253
 DU2253                          STATION DESCRIPTION
 DU2253
 DU2253'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2253'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) SOUTHEAST OF CHANDLER,
 DU2253'ARIZONA.
 DU2253'
 DU2253'TO REACH THE STATION FROM THE INTERSECTION OF WILLIAMS FIELD ROAD
 DU2253'AND GILBERT ROAD, GO SOUTH ON GILBERT ROAD FOR 1.6 KM (1.0 MI) TO
 DU2253'PECOS ROAD, CONTINUE SOUTH ON GILBERT ROAD FOR 0.5 KM (0.3 MI) TO
 DU2253'THE STATION ON THE RIGHT.
 DU2253'
 DU2253'THE STATION IS A STANDARD AGS DISK
 DU2253'STAMPED---PECOST 1986---,
 DU2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2253'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DU2253'1.22 METERS (4.0 FT) SOUTH FROM A WITNESS POST AND SIGN,
 DU2253'0.64 METERS (2.1 FT) EAST FROM THE EAST EDGE OF AN IRRIGATION DITCH,
 DU2253'10.67 METERS (35.0 FT) WEST FROM THE CENTERLINE OF GILBERT ROAD,
 DU2253'24.38 METERS (80.0 FT) NORTH FROM A MAILBOX.
 DU2253'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2253'STAMPED---PECOST 1986---,
 DU2253'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2253
 DU2253                          STATION RECOVERY (2005)
 DU2253
 DU2253'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2253'GILBERT ROAD IS BEING WIDENED FOR ACCESS TO THE SAN TAN FREEWAY, AND
 DU2253'WE COULD NOT LOCATE THIS BENCHMARK ANYMORE. THE WITNESS POST AND THE
 DU2253'MAILBOX REFERENCED IN THE DATASHEET WERE NOT FOUND. AN IRRIGATION
 DU2253'DITCH .3 MILES FROM PECOS WAS FOUND ON THE EAST (LEFT) SIDE OF GILBERT
 DU2253'ROAD, BUT THE WEST (RIGHT) SIDE OF THE ROAD IS NOW CRUSH AND RUN,
 DU2253'CURBING, AND THE START OF CONSTRUCTION.
 DU2253
 DU2253                          STATION RECOVERY (2007)
 DU2253
 DU2253'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2253'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2253'MARK.
 DU2253'THE ROAD HAS BEEN WIDENED, AND THE CANAL HAS BEEN REMOVED.
 DU2253'THE ADJUSTED CO-ORDINATES NOW POINT TO THE DRIVEWAY TO AN AUTOMOBILE
 DU2253'DEALERSHIP. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0323 ***********************************************************************
 CF0323  DESIGNATION -  PEDREGOSA
 CF0323  PID         -  CF0323
 CF0323  STATE/COUNTY-  AZ/COCHISE
 CF0323  USGS QUAD   -  PEDREGOSA MOUNTAINS WEST (1986)
 CF0323
 CF0323                         *CURRENT SURVEY CONTROL
 CF0323  ___________________________________________________________________
 CF0323* NAD 83(1992)-  31 32 26.99997(N)    109 23 56.08914(W)     ADJUSTED  
 CF0323* NAVD 88     -      1954.6    (meters)    6413.     (feet)  VERTCON   
 CF0323  ___________________________________________________________________
 CF0323  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CF0323  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CF0323  HORZ ORDER  -  FIRST
 CF0323
 CF0323.The horizontal coordinates were established by classical geodetic methods
 CF0323.and adjusted by the National Geodetic Survey in August 1993.
 CF0323
 CF0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0323
 CF0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0323
 CF0323.The geoid height was determined by GEOID03.
 CF0323
 CF0323;                    North         East     Units Scale Factor Converg.
 CF0323;SPC AZ E     -    60,213.934   286,260.306   MT  0.99996553   +0 24 05.9
 CF0323;SPC AZ E     -   197,552.28    939,174.23   iFT  0.99996553   +0 24 05.9
 CF0323;UTM  12      - 3,490,653.422   651,988.984   MT  0.99988492   +0 50 15.7
 CF0323
 CF0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0323!SPC AZ E     -   0.99969737  x   0.99996553  =   0.99966291
 CF0323!UTM  12      -   0.99969737  x   0.99988492  =   0.99958233
 CF0323
 CF0323:                Primary Azimuth Mark                     Grid Az
 CF0323:SPC AZ E     -  PEDREGOSA AZ MK                          084 23 42.8
 CF0323:UTM  12      -  PEDREGOSA AZ MK                          083 57 33.0
 CF0323
 CF0323|---------------------------------------------------------------------|
 CF0323| PID    Reference Object                     Distance      Geod. Az  |
 CF0323|                                                           dddmmss.s |
 CF0323| CC7972 PEDREGOSA AZ MK                                    0844748.7 |
 CF0323| CF0349 DOUGLAS AIRPORT BEACON              APPROX.24.2 KM 2061034.3 |
 CF0323| CC7973 PEDREGOSA RM 1                        7.445 METERS 23208     |
 CF0323| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX.29.1 KM 2584203.4 |
 CF0323| CC7974 PEDREGOSA RM 2                       11.548 METERS 35925     |
 CF0323|---------------------------------------------------------------------|
 CF0323
 CF0323                          SUPERSEDED SURVEY CONTROL
 CF0323
 CF0323  NAD 83(1986)-  31 32 26.99974(N)    109 23 56.06944(W) AD(       ) 1
 CF0323  NAD 27      -  31 32 26.65000(N)    109 23 53.83500(W) AD(       ) 1
 CF0323  NGVD 29 (03/13/91) 1953.7    (m)         6410.     (f) VERT ANG    3  
 CF0323
 CF0323.Superseded values are not recommended for survey control.
 CF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0323.See file dsdata.txt to determine how the superseded data were derived.
 CF0323
 CF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV5198990653(NAD 83)
 CF0323_MARKER: DS = TRIANGULATION STATION DISK
 CF0323_SETTING: 66 = SET IN ROCK OUTCROP
 CF0323_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0323+STABILITY: POSITION/ELEVATION WELL
 CF0323
 CF0323  HISTORY     - Date     Condition        Report By
 CF0323  HISTORY     - 1938     MONUMENTED       CGS
 CF0323  HISTORY     - 1944     GOOD             CGS
 CF0323  HISTORY     - 1968     GOOD             AMS
 CF0323  HISTORY     - 1972     GOOD             AZHD
 CF0323  HISTORY     - 1982     GOOD             AZDT
 CF0323
 CF0323                          STATION DESCRIPTION
 CF0323
 CF0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0323'ABOUT 6 MILES WNW OF BERNARDINO, ARIZ., A RAILROAD STATION
 CF0323'ON THE SOUTHERN PACIFIC RAILROAD AND ABOUT 17 MILES ENE OF
 CF0323'DOUGLAS, ARIZ.  STATION IS LOCATED ON THE SOUTHERNMOST PEAK
 CF0323'OF THE PEDREGOSA MOUNTAINS AND AT THE S SIDE OF THE HEAD OF
 CF0323'WALNUT CANYON.  IT IS A PROMINENT, THREE-TOPPED PEAK, HAVING A
 CF0323'CONSPICUOUS CAP RIM ON THE WESTERN SIDE.  THE PEAKS ARE ON A
 CF0323'N AND S RANGE WITH STEEP, ROCKY SLOPES ON BOTH E AND W SIDES.
 CF0323'
 CF0323'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0323'DISKS SET IN A BOULDER.
 CF0323'
 CF0323'TO REACH FROM DOUGLAS, ARIZ. GO N AND E ON U.S. HIGHWAY 80
 CF0323'FOR 21.7 MILES TO THE STATION AT BERNARDINO, ARIZ.  THENCE
 CF0323'CONTINUE N ON THE HIGHWAY FOR 0.2 MILE.  HERE TURN LEFT OFF THE
 CF0323'HIGHWAY AND GO W ACROSS THE RAILROAD TRACKS AND THROUGH A
 CF0323'WIRE GATE FOR ABOUT 0.1 MILE TO A FORK.  THENCE TAKE THE LEFT
 CF0323'FORK SOUTHWESTERLY FOR 0.4 MILE TO A CATTLE GUARD.  THENCE
 CF0323'PASS THROUGH THE CATTLE GUARD AND TAKE THE LEFT FORK, STRAIGHT
 CF0323'AHEAD FOR 0.3 MILE TO ANOTHER CATTLE GUARD.  THENCE CONTINUE
 CF0323'STRAIGHT AHEAD ON THE MAIN TRAVELLED ROAD FOR 0.45 MILE TO A
 CF0323'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE ON FOR 0.55
 CF0323'MILE TO ANOTHER WIRE GATE.  PASS THROUGH THIS GATE AND
 CF0323'CONTINUE ON FOR 1.0 MILE TO A FORK.  THENCE TAKE THE LEFT FORK
 CF0323'AND GO FOR 0.45 MILE TO A CATTLE GUARD.  PASS THROUGH THE
 CF0323'CATTLE GUARD AND CONTINUE ON THE MAIN TRAVELLED ROAD FOR
 CF0323'0.65 MILE TO A POINT WHERE THERE IS A WINDMILL ABOUT 50
 CF0323'YARDS TO THE E OF THE ROAD.  THENCE CONTINUE ON FOR 1.5
 CF0323'MILES TO A RANCH AND THE END OF TRUCK TRAVEL.  THE STATION
 CF0323'SITE IS ABOUT 3/4 MILE W OF THE RANCHHOUSE.  FROM HERE
 CF0323'PACK S AND W FROM THE RANCH FOLLOWING OLD CATTLE TRAILS
 CF0323'FOR ABOUT 1/4 MILE AND THENCE PACK UP THE STEEP ROCKY SLOPE TO
 CF0323'THE TOP AND THE STATION SITE.
 CF0323'
 CF0323'REFERENCE MARK NO. 1 IS SW OF THE STATION AND ABOUT 15 FEET
 CF0323'LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS N OF THE STATION
 CF0323'AND IS ABOUT 4 FEET LOWER IN ELEVATION.
 CF0323'
 CF0323'THE AZIMUTH MARK IS EXN OF THE STATION AND IS ABOUT 500 FEET
 CF0323'LOWER IN ELEVATION.  IT IS ON THE MOST SOUTHERN OF TWO ADJOINING
 CF0323'KNOBS WHICH ARE W OF THE RANCH HOUSE AND ABOUT 1/2 MILE E OF
 CF0323'THE STATION.  THIS STATION IS ABOUT AN HOUR PACK FROM THE END
 CF0323'OF TRUCK TRAVEL.
 CF0323
 CF0323                          STATION RECOVERY (1944)
 CF0323
 CF0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0323'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CF0323'IN THE FOURTH SENTENCE OF THE DETAILED DESCRIPTION THENCE TAKE
 CF0323'THE LEFT FORK SW FOR 0.4 MILE TO A CATTLE GUARD SHOULD READ
 CF0323'THENCE TAKE LEFT FORK SW FOR 0.7 MILE TO A CATTLE GUARD.
 CF0323'THENCE CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 CF0323'0.45 MILE.  ETC.
 CF0323'
 CF0323'IN THE TENTH SENTENCE THE DISTANCE FROM THE CATTLE GUARD TO
 CF0323'THE WINDMILL ON THE E IS 1.65 MILES INSTEAD OF 0.65 MILE.  ETC.
 CF0323
 CF0323                          STATION RECOVERY (1968)
 CF0323
 CF0323'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CF0323'MARK IS LOCATED 16 AIRMILES (NE) OF DOUGLAS, ARIZONA.  19 AIRMILES
 CF0323'(WSW) OF APACHE, ARIZONA.
 CF0323'
 CF0323'TO REACH MARK FROM POST OFFICE IN DOUGLAS GO (E) ON 10TH ST FOR
 CF0323'0.3 MILE (5 BLOCKS) TO JUNCTION WITH U.S. HWY 80 (A AVE.) TURN
 CF0323'LEFT (N) AND GO 22.0 MILES TO A GRADED GRAVEL ROAD LEFT.  TURN
 CF0323'LEFT (WNW) PASS THROUGH GATE AND GO 0.1 MILE TO A Y-INTERSECTION.
 CF0323'TURN LEFT (SSW) AND GO 0.7 MILE TO A Y-INTERSECTION JUST AFTER
 CF0323'CROSSING A CATTLE-GUARD.  TAKE THE LEFT FORK (SW) FOR 0.2
 CF0323'MILE TO Y-INTERSECTION.  TAKE RIGHT FORK (W) FOR 0.2 MILE TO
 CF0323'A GATE.  PASS THROUGH AND CONTINUE FOR 0.6 MILE TO ANOTHER
 CF0323'GATE.  PASS THROUGH AND GO 1.7 MILES TO A JUNCTION WITH ROAD
 CF0323'LEFT.  TURN LEFT (W) AND GO 2.6 MILES TO AN ABANDONED RANCH,
 CF0323'WINDMILL AND END OF VEHICLE TRAVEL.  PACK (WSW) TO TOP OF
 CF0323'SMALL KNOLL AND AZIMUTH MARK (20 MIN. PACK).  CONTINUE (WSW)
 CF0323'UP SADDLE TO POINT WHERE SADDLE IS CENTER OF TWO PEAKS.  FROM
 CF0323'HERE PACK (NW) TO HIGHEST POINT OF PEAK AND STATION SITE (1
 CF0323'HR PACK).  MARK IS ON HIGHEST PEAK OF THREE PROMINENT PEAKS
 CF0323'IN THE AREA.
 CF0323'
 CF0323'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN ROCK
 CF0323'PROTUDING 0.13M.  STAMPED PEDREGOSA 1938.
 CF0323'
 CF0323'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK FLUSH WITH THE
 CF0323'GROUND.  STAMPED PEDREGOSA NO 1 1938.  IT IS LOCATED 11.649
 CF0323'M (SW) OF MARK ON A MAG. AZ. OF 232 DEG AND A DE OF -4.22 M.
 CF0323'
 CF0323'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CF0323'0.31 M.  STAMPED PEDREGOSA NO 2 1938.  IT IS LOCATED 7.928 M (N)
 CF0323'OF MARK ON A MAG. AZ. OF 0 DEG AND A DE OF -1.12 M.
 CF0323'
 CF0323'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET FLUSH WITH THE
 CF0323'GROUND.  STAMPED PEDREGOSA 1938.  IT IS LOCATED APPROXIMATELY
 CF0323'0.5 MILE (E) ON A MAG. AZ. OF 85 DEG.
 CF0323'
 CF0323'CONDITION OF ALL EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CF0323'IN ALL DIRECTIONS.
 CF0323
 CF0323                          STATION RECOVERY (1972)
 CF0323
 CF0323'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ARD)
 CF0323'A.  GENERAL LOCATION AS DESCRIBED
 CF0323'
 CF0323'B.  TO REACH AS DESCRIBED
 CF0323'
 CF0323'C.  STATION MARK IN AND GOOD
 CF0323'
 CF0323'D.  REFERENCE MARKS BOTH IN AND GOOD
 CF0323'
 CF0323'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
 CF0323
 CF0323                          STATION RECOVERY (1982)
 CF0323
 CF0323'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0323'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CF0323'DESCRIBED IN 1944.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0323'
 CF0323'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS, TRAVEL EAST
 CF0323'ALONG U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND
 CF0323'TRAVEL NORTH AND NORTHEAST ALONG U.S. 80 FOR 22 MILES TO A GRAVEL SIDE
 CF0323'ROAD ON THE LEFT.  TURN LEFT PASSING THROUGH A GATE AND TRAVEL 0.1
 CF0323'MILE TO A CROSS ROAD.  TURN LEFT FOR 0.95 MILE TO A FORK.  TAKE THE
 CF0323'RIGHT FORK WEST FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CF0323'TRAVEL 0.6 MILE TO A GATE.  PASS THROUGH THE GATE AND TRAVEL 1.0 MILE
 CF0323'TO A GATE.  PASS THROUGH THE GATE AND TRAVEL 0.7 MILE TO A FORK.  TAKE
 CF0323'THE LEFT FORK FOR 2.5 MILES TO END OF TRUCK TRAVEL NEAR A CORRAL AND A
 CF0323'WINDMILL.  PACK WEST TO THE TOP OF A SMALL KNOB AND AZIMUTH MARK, PACK
 CF0323'SOUTHWEST TO SADDLE BETWEEN TWO PEAKS,  PACK NORTHWEST TO HIGHEST
 CF0323'POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1805 ***********************************************************************
 CZ1805  DESIGNATION -  PEDRO
 CZ1805  PID         -  CZ1805
 CZ1805  STATE/COUNTY-  AZ/PIMA
 CZ1805  USGS QUAD   -  REDINGTON (1981)
 CZ1805
 CZ1805                         *CURRENT SURVEY CONTROL
 CZ1805  ___________________________________________________________________
 CZ1805* NAD 83(1992)-  32 29 44.70842(N)    110 27 14.54039(W)     ADJUSTED  
 CZ1805* NAVD 88     -       976.2    (meters)    3203.     (feet)  VERTCON   
 CZ1805  ___________________________________________________________________
 CZ1805  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CZ1805  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CZ1805  HORZ ORDER  -  FIRST
 CZ1805
 CZ1805.The horizontal coordinates were established by classical geodetic methods
 CZ1805.and adjusted by the National Geodetic Survey in August 1993.
 CZ1805
 CZ1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1805
 CZ1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1805
 CZ1805.The geoid height was determined by GEOID03.
 CZ1805
 CZ1805;                    North         East     Units Scale Factor Converg.
 CZ1805;SPC AZ C     -   166,778.740   350,812.086   MT  1.00013291   +0 47 09.2
 CZ1805;SPC AZ C     -   547,174.34  1,150,958.29   iFT  1.00013291   +0 47 09.2
 CZ1805;UTM  12      - 3,595,519.540   551,289.865   MT  0.99963244   +0 17 35.9
 CZ1805
 CZ1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1805!SPC AZ C     -   0.99985114  x   1.00013291  =   0.99998403
 CZ1805!UTM  12      -   0.99985114  x   0.99963244  =   0.99948363
 CZ1805
 CZ1805|---------------------------------------------------------------------|
 CZ1805| PID    Reference Object                     Distance      Geod. Az  |
 CZ1805|                                                           dddmmss.s |
 CZ1805| CC7975 PEDRO RM 1                            8.545 METERS 05834     |
 CZ1805| CC7976 PEDRO RM 2                            6.483 METERS 22951     |
 CZ1805| CZ1806 REDINGTON                           APPROX. 1.6 KM 2621455.3 |
 CZ1805|---------------------------------------------------------------------|
 CZ1805
 CZ1805                          SUPERSEDED SURVEY CONTROL
 CZ1805
 CZ1805  NAD 83(1986)-  32 29 44.70557(N)    110 27 14.53670(W) AD(       ) 1
 CZ1805  NAD 27      -  32 29 44.45100(N)    110 27 12.23100(W) AD(       ) 1
 CZ1805  NGVD 29 (07/19/86)  975.5    (m)         3200.     (f) VERT ANG    3  
 CZ1805
 CZ1805.Superseded values are not recommended for survey control.
 CZ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1805.See file dsdata.txt to determine how the superseded data were derived.
 CZ1805
 CZ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5129095520(NAD 83)
 CZ1805_MARKER: DS = TRIANGULATION STATION DISK
 CZ1805_SETTING: 0 = UNSPECIFIED SETTING
 CZ1805
 CZ1805  HISTORY     - Date     Condition        Report By
 CZ1805  HISTORY     - 1947     MONUMENTED       CGS
 CZ1805
 CZ1805                          STATION DESCRIPTION
 CZ1805
 CZ1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1805'THE STATION IS LOCATED ABOUT 5 MILES AIR LINE NORTHEAST OF
 CZ1805'REDINGTON, ABOUT 2 MILES AIR LINE EAST OF THE SAN PEDRO RIVER,
 CZ1805'ABOUT 1 MILE AIR LINE SOUTH OF THE PINAL-PIMA COUNTY LINE AND ABOUT
 CZ1805'ABOUT 0.2 MILE AIR LINE WEST OF THE PIMA-COCHISE COUNTY LINE.  IT
 CZ1805'IS ON TOP OF THE EASTERLY ONE OF SEVERAL SMALL KNOLLS, ABOUT 75
 CZ1805'75 FEET HIGHER THAN THE GROUND TO THE SOUTH, ON THE WEST END OF
 CZ1805'A EAST-WEST RIDGE, 15 FEET EAST OF THE HIGHEST POINT, 24 FEET
 CZ1805'NORTH-NORTHWEST OF A 24 INCH CACTUS, SET FLUSH AND IS STAMPED
 CZ1805'PEDRO 1947.
 CZ1805'
 CZ1805'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 CZ1805'STATION, ON THE NORTH BRIM, PROJECTS 3 INCHES AND IS STAMPED
 CZ1805'PEDRO NO 1 1947.
 CZ1805'
 CZ1805'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1805'THE STATION, ON THE SOUTH BRIM, 9 FEET SOUTH OF THE HIGHEST
 CZ1805'POINT, PROJECTS 2 INCHES AND IS STAMPED PEDRO NO 2 1947.
 CZ1805'
 CZ1805'TO REACH FROM THE STORE IN REDINGTON.  TURN RIGHT (E) AND FOLLOW
 CZ1805'MAIN TRAVELED FOR 2.1 MILES TO A WIRE GATE, PASS THROUGH AND
 CZ1805'CONTINUE FOR 1.3 MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE
 CZ1805'FOR 0.5 MILE TO A WIRE GATE, THENCE 100 FEET TO A SECOND
 CZ1805'WIRE GATE.  PASS THROUGH BOTH AND CONTINUE FOR 0.45 MILE TO
 CZ1805'A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 0.6 MILE TO A FORK.
 CZ1805'KEEP RIGHT MAIN TRAVELED ROAD AND GO 0.2 MILE TO A FORK.  TURN
 CZ1805'RIGHT (E) AND FOLLOW TRACK ROAD FOR 0.6 MILE TO A FORK.  TAKE
 CZ1805'THE RIGHT FORK AND GO 1.6 MILES TO THE END OF TRUCK TRAVEL.
 CZ1805'FROM THIS POINT PACK NORTH TO TOP OF KNOLL AND STATION SITE AS
 CZ1805'DESCRIBED ABOVE.  A 10 MINUTE PACK OR IT CAN BE DRIVEN
 CZ1805'WITH A 4 WHL. DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1184 ***********************************************************************
 CG1184  DESIGNATION -  PEDRO
 CG1184  PID         -  CG1184
 CG1184  STATE/COUNTY-  AZ/COCHISE
 CG1184  USGS QUAD   -  BENSON (1983)
 CG1184
 CG1184                         *CURRENT SURVEY CONTROL
 CG1184  ___________________________________________________________________
 CG1184* NAD 83(1992)-  31 55 32.92503(N)    110 16 28.81517(W)     ADJUSTED  
 CG1184* NAVD 88     -      1114.5    (meters)    3656.     (feet)  VERTCON   
 CG1184  ___________________________________________________________________
 CG1184  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CG1184  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG1184  HORZ ORDER  -  SECOND
 CG1184
 CG1184.The horizontal coordinates were established by classical geodetic methods
 CG1184.and adjusted by the National Geodetic Survey in August 1993.
 CG1184
 CG1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1184
 CG1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1184
 CG1184.The geoid height was determined by GEOID03.
 CG1184
 CG1184;                    North         East     Units Scale Factor Converg.
 CG1184;SPC AZ E     -   102,646.570   203,147.152   MT  0.99990129   -0 03 25.6
 CG1184;SPC AZ E     -   336,766.96    666,493.28   iFT  0.99990129   -0 03 25.6
 CG1184;UTM  12      - 3,532,442.138   568,567.132   MT  0.99965798   +0 23 00.9
 CG1184
 CG1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1184!SPC AZ E     -   0.99982940  x   0.99990129  =   0.99973071
 CG1184!UTM  12      -   0.99982940  x   0.99965798  =   0.99948744
 CG1184
 CG1184|---------------------------------------------------------------------|
 CG1184| PID    Reference Object                     Distance      Geod. Az  |
 CG1184|                                                           dddmmss.s |
 CG1184| CS6144 PEDRO RM 1                           10.705 METERS 12821     |
 CG1184| CS6145 PEDRO RM 2                           10.460 METERS 31000     |
 CG1184|---------------------------------------------------------------------|
 CG1184
 CG1184                          SUPERSEDED SURVEY CONTROL
 CG1184
 CG1184  NAD 83(1986)-  31 55 32.91911(N)    110 16 28.81053(W) AD(       ) 2
 CG1184  NGVD 29 (06/28/91) 1113.7    (m)         3654.     (f) VERT ANG    3  
 CG1184
 CG1184.Superseded values are not recommended for survey control.
 CG1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1184.See file dsdata.txt to determine how the superseded data were derived.
 CG1184
 CG1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6856732442(NAD 83)
 CG1184_MARKER: DS = TRIANGULATION STATION DISK
 CG1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1184+STABILITY: SURFACE MOTION
 CG1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1184+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CG1184
 CG1184  HISTORY     - Date     Condition        Report By
 CG1184  HISTORY     - 1986     MONUMENTED       AZDT
 CG1184  HISTORY     - 19981001 GOOD             USPSQD
 CG1184  HISTORY     - 20060908 GOOD             GEOCAC
 CG1184
 CG1184                          STATION DESCRIPTION
 CG1184
 CG1184'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1184'THE STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF BENSON ALONG THE WEST
 CG1184'SIDE OF U.S. HIGHWAY 80.
 CG1184'
 CG1184'THE STATION MARK IS AN AZDT DISK STAMPED---PEDRO 1986---.  IT IS SET
 CG1184'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 2 FEET SOUTHWEST
 CG1184'OF THE WITNESS POST WHICH IS SET IN THE RIGHT OF WAY FENCE LINE.
 CG1184'
 CG1184'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PEDRO RM 1 1986---.  IT IS
 CG1184'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1184'
 CG1184'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PEDRO RM 2 1986---.  IT IS
 CG1184'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1184'
 CG1184'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL WEST AND
 CG1184'NORTH ALONG U.S. HIGHWAY 80 FOR 3.65 MILES TO THE STATION ON THE
 CG1184'RIGHT.  IT IS ON TOP OF A SMALL HIGHWAY CUT AT MILE POST 296.5.
 CG1184
 CG1184                          STATION RECOVERY (1998)
 CG1184
 CG1184'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1184'RECOVERED IN GOOD CONDITION.
 CG1184
 CG1184                          STATION RECOVERY (2006)
 CG1184
 CG1184'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG1184'RECOVERED THE STATION AND REFERENCE MARK 1 AS DESCRIBED WITH THE
 CG1184'FOLLOWING UPDATES TO THE DESCRIPTION   ALL MARKS ARE STAMPED WITH 1987
 CG1184'(NOT 1986), STATION IS LOCATED ON THE EAST SIDE OF AZ 90, STATION IS 2
 CG1184'FEET NORTHEAST OF THE WITNESS POST, AND REFERENCE MARK 1 IS 2 FEET
 CG1184'FROM THE RIGHT OF WAY FENCE. REFERENCE MARK 2 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7533 ***********************************************************************
 DK7533  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7533  DESIGNATION -  PEDRO
 DK7533  PID         -  DK7533
 DK7533  STATE/COUNTY-  AZ/COCHISE
 DK7533  USGS QUAD   -  SAINT DAVID (1973)
 DK7533
 DK7533                         *CURRENT SURVEY CONTROL
 DK7533  ___________________________________________________________________
 DK7533* NAD 83(2007)-  31 54 20.11492(N)    110 14 50.34678(W)     ADJUSTED  
 DK7533* NAVD 88     -      1096.03   (meters)    3595.9    (feet)  GPS OBS   
 DK7533  ___________________________________________________________________
 DK7533  EPOCH DATE  -        2007.00
 DK7533  X           -  -1,875,891.387 (meters)                     COMP
 DK7533  Y           -  -5,085,559.034 (meters)                     COMP
 DK7533  Z           -   3,352,113.184 (meters)                     COMP
 DK7533  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DK7533  ELLIP HEIGHT-        1068.176 (meters)          (11/28/08) ADJUSTED
 DK7533  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DK7533  HORZ ORDER  -  B
 DK7533  ELLP ORDER  -  FOURTH    CLASS II
 DK7533
 DK7533.The horizontal coordinates were established by GPS observations
 DK7533.and adjusted by the National Geodetic Survey in November 2008.
 DK7533
 DK7533.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7533.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7533.The horizontal coordinates are valid at the epoch date displayed above.
 DK7533.The epoch date for horizontal control is a decimal equivalence
 DK7533.of Year/Month/Day.
 DK7533
 DK7533.The orthometric height was determined by GPS observations and a
 DK7533.high-resolution geoid model.
 DK7533.The orthometric height was determined by GPS observations and a
 DK7533.high-resolution geoid model using precise GPS observation and
 DK7533.processing techniques.
 DK7533
 DK7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7533
 DK7533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7533
 DK7533.The ellipsoidal height was determined by GPS observations
 DK7533.and is referenced to NAD 83.
 DK7533
 DK7533.The geoid height was determined by GEOID03.
 DK7533
 DK7533;                    North         East     Units Scale Factor Converg.
 DK7533;SPC AZ E     -   100,401.882   205,731.913   MT  0.99990072   -0 02 33.5
 DK7533;SPC AZ E     -   329,402.50    674,973.47   iFT  0.99990072   -0 02 33.5
 DK7533;UTM  12      - 3,530,217.928   571,168.450   MT  0.99966246   +0 23 52.2
 DK7533
 DK7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7533!SPC AZ E     -   0.99983230  x   0.99990072  =   0.99973304
 DK7533!UTM  12      -   0.99983230  x   0.99966246  =   0.99949482
 DK7533
 DK7533                          SUPERSEDED SURVEY CONTROL
 DK7533
 DK7533.No superseded survey control is available for this station.
 DK7533
 DK7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7116830218(NAD 83)
 DK7533_MARKER: DD = SURVEY DISK
 DK7533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7533_STAMPING: PEDRO 2005
 DK7533_MARK LOGO: AZ-003
 DK7533_PROJECTION: FLUSH
 DK7533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7533+STABILITY: SURFACE MOTION
 DK7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7533+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7533
 DK7533  HISTORY     - Date     Condition        Report By
 DK7533  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7533
 DK7533                          STATION DESCRIPTION
 DK7533
 DK7533'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7533'FROM THE POST OFFICE IN SAINT DAVID ARIZONA TRAVEL WEST ON HIGHWAY 80
 DK7533'FOR APROXIMATELY 1.5 MILE TO THE BRIDGE AT THE SAN PEDRO RIVER IN
 DK7533'SAINT  DAVID AND THE STATION ON THE LEFT.
 DK7533' 
 DK7533'THE STATION IS LOCATED IN THE NORTH RIGHT-OF-WAY APPROXIMATELY 80 FEET
 DK7533'WEST OF THE NORTHWEST CORNER OF THE BRIDGE.
 DK7533' 
 DK7533'THE STATION IS A 3 INCH BRASS DISK IN A CONCRETE MONUMENT.  IT IS A
 DK7533'COCHISE COUNTY HIGHWAY AND FLOODPLAIN DEPARTMENT DISK STAMPED PEDRO
 DK7533'2005. .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0953 ***********************************************************************
 ET0953  DESIGNATION -  PEEP
 ET0953  PID         -  ET0953
 ET0953  STATE/COUNTY-  AZ/YAVAPAI
 ET0953  USGS QUAD   -  PEEPLES VALLEY (1969)
 ET0953
 ET0953                         *CURRENT SURVEY CONTROL
 ET0953  ___________________________________________________________________
 ET0953* NAD 83(1992)-  34 19 04.18530(N)    112 42 06.59413(W)     ADJUSTED  
 ET0953* NAVD 88     -      1366.8    (meters)    4484.     (feet)  VERTCON   
 ET0953  ___________________________________________________________________
 ET0953  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 ET0953  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 ET0953  HORZ ORDER  -  SECOND
 ET0953
 ET0953.The horizontal coordinates were established by classical geodetic methods
 ET0953.and adjusted by the National Geodetic Survey in August 1993.
 ET0953
 ET0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0953
 ET0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0953
 ET0953.The geoid height was determined by GEOID03.
 ET0953
 ET0953;                    North         East     Units Scale Factor Converg.
 ET0953;SPC AZ C     -   368,184.763   141,100.363   MT  0.99996434   -0 26 33.7
 ET0953;SPC AZ C     - 1,207,955.26    462,927.70   iFT  0.99996434   -0 26 33.7
 ET0953;UTM  12      - 3,798,708.437   343,418.815   MT  0.99990222   -0 57 34.8
 ET0953
 ET0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0953!SPC AZ C     -   0.99978985  x   0.99996434  =   0.99975419
 ET0953!UTM  12      -   0.99978985  x   0.99990222  =   0.99969209
 ET0953
 ET0953:                Primary Azimuth Mark                     Grid Az
 ET0953:SPC AZ C     -  PEEPLES                                  027 57 51.3
 ET0953:UTM  12      -  PEEPLES                                  028 28 52.4
 ET0953
 ET0953|---------------------------------------------------------------------|
 ET0953| PID    Reference Object                     Distance      Geod. Az  |
 ET0953|                                                           dddmmss.s |
 ET0953| ET0950 PEEPLES                             APPROX. 1.2 KM 0273117.6 |
 ET0953| CH3900 PEEP RM 1                             6.215 METERS 24539     |
 ET0953| CH3901 PEEP RM 2                             8.028 METERS 34021     |
 ET0953|---------------------------------------------------------------------|
 ET0953
 ET0953                          SUPERSEDED SURVEY CONTROL
 ET0953
 ET0953  NAD 83(1986)-  34 19 04.18453(N)    112 42 06.59567(W) AD(       ) 2
 ET0953  NAD 27      -  34 19 04.09774(N)    112 42 03.96843(W) AD(       ) 2
 ET0953  NGVD 29 (07/19/86) 1366.0    (m)         4482.     (f) VERT ANG    3  
 ET0953
 ET0953.Superseded values are not recommended for survey control.
 ET0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0953.See file dsdata.txt to determine how the superseded data were derived.
 ET0953
 ET0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4341998708(NAD 83)
 ET0953_MARKER: DD = SURVEY DISK
 ET0953_SETTING: 66 = SET IN ROCK OUTCROP
 ET0953_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0953+STABILITY: POSITION/ELEVATION WELL
 ET0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0953+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 ET0953
 ET0953  HISTORY     - Date     Condition        Report By
 ET0953  HISTORY     - 1980     MONUMENTED       AZDT
 ET0953  HISTORY     - 20050814 GOOD             USPSQD
 ET0953
 ET0953                          STATION DESCRIPTION
 ET0953
 ET0953'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0953'THE STATION IS LOCATED 8 MILES NORTHEAST OF YARNELL ON TOP OF A LOW
 ET0953'ROUNDED HILL ABOUT 400 FEET EAST OF US HIGHWAY 89.
 ET0953'
 ET0953'THE STATION MARK IS AN ADOT DISK STAMPED, PEEP 1980.  IT IS SET IN A
 ET0953'DRILL HOLE IN ROCK 5.4 FEET NORTH OF THE WITNESS POST.
 ET0953'
 ET0953'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, PEEP RM 1 1980.  IT IS SET
 ET0953'IN A DRILL HOLE IN ROCK.
 ET0953'
 ET0953'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, PEEP RM 2 1980.  IT IS SET
 ET0953'IN A DRILL HOLE IN ROCK.
 ET0953'
 ET0953'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL, TRAVEL NORTH ON
 ET0953'US HIGHWAY 89 FOR 8.6 MILES TO A SMALL HILL ON THE RIGHT AND END OF
 ET0953'TRUCK TRAVEL.  PACK EAST TO THE TOP OF THE HILL AND STATION.
 ET0953
 ET0953                          STATION RECOVERY (2005)
 ET0953
 ET0953'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0950 ***********************************************************************
 ET0950  DESIGNATION -  PEEPLES
 ET0950  PID         -  ET0950
 ET0950  STATE/COUNTY-  AZ/YAVAPAI
 ET0950  USGS QUAD   -  PEEPLES VALLEY (1969)
 ET0950
 ET0950                         *CURRENT SURVEY CONTROL
 ET0950  ___________________________________________________________________
 ET0950* NAD 83(2007)-  34 19 38.92396(N)    112 41 44.77628(W)     ADJUSTED  
 ET0950* NAVD 88     -      1363.4    (meters)    4473.     (feet)  GPS OBS   
 ET0950  ___________________________________________________________________
 ET0950  EPOCH DATE  -        2007.00
 ET0950  X           -  -2,034,894.795 (meters)                     COMP
 ET0950  Y           -  -4,865,581.266 (meters)                     COMP
 ET0950  Z           -   3,577,256.885 (meters)                     COMP
 ET0950  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 ET0950  ELLIP HEIGHT-        1335.572 (meters)          (02/10/07) ADJUSTED
 ET0950  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 ET0950
 ET0950  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0950  Type    PID    Designation                      North   East  Ellip
 ET0950  -------------------------------------------------------------------
 ET0950  NETWORK ET0950 PEEPLES                           0.59   0.47   0.90
 ET0950  -------------------------------------------------------------------
 ET0950
 ET0950.The horizontal coordinates were established by GPS observations
 ET0950.and adjusted by the National Geodetic Survey in February 2007.
 ET0950
 ET0950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0950.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0950.The horizontal coordinates are valid at the epoch date displayed above.
 ET0950.The epoch date for horizontal control is a decimal equivalence
 ET0950.of Year/Month/Day.
 ET0950
 ET0950.The orthometric height was determined by GPS observations and a
 ET0950.high-resolution geoid model.
 ET0950
 ET0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0950
 ET0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0950
 ET0950.The ellipsoidal height was determined by GPS observations
 ET0950.and is referenced to NAD 83.
 ET0950
 ET0950.The geoid height was determined by GEOID03.
 ET0950
 ET0950;                    North         East     Units Scale Factor Converg.
 ET0950;SPC AZ C     -   369,250.816   141,666.339   MT  0.99996334   -0 26 21.7
 ET0950;SPC AZ C     - 1,211,452.81    464,784.58   iFT  0.99996334   -0 26 21.7
 ET0950;UTM  12      - 3,799,769.272   343,994.352   MT  0.99990000   -0 57 23.3
 ET0950
 ET0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0950!SPC AZ C     -   0.99979039  x   0.99996334  =   0.99975374
 ET0950!UTM  12      -   0.99979039  x   0.99990000  =   0.99969041
 ET0950
 ET0950:                Primary Azimuth Mark                     Grid Az
 ET0950:SPC AZ C     -  JUNCTION                                 031 18 19.7
 ET0950:UTM  12      -  JUNCTION                                 031 49 21.3
 ET0950
 ET0950|---------------------------------------------------------------------|
 ET0950| PID    Reference Object                     Distance      Geod. Az  |
 ET0950|                                                           dddmmss.s |
 ET0950| ET0952 JUNCTION                            APPROX. 5.8 KM 0305158.0 |
 ET0950| CH3903 PEEPLES RM 2                         10.606 METERS 04831     |
 ET0950| CH3902 PEEPLES RM 1                         16.222 METERS 32723     |
 ET0950|---------------------------------------------------------------------|
 ET0950
 ET0950                          SUPERSEDED SURVEY CONTROL
 ET0950
 ET0950  NAD 83(1992)-  34 19 38.92338(N)    112 41 44.77604(W) AD(       ) A
 ET0950  ELLIP H (10/04/01) 1335.570  (m)                       GP(       ) 3 2
 ET0950  NAD 83(1992)-  34 19 38.92350(N)    112 41 44.77658(W) AD(       ) 2
 ET0950  NAD 83(1986)-  34 19 38.92267(N)    112 41 44.77804(W) AD(       ) 2
 ET0950  NAD 27      -  34 19 38.83512(N)    112 41 42.15272(W) AD(       ) 2
 ET0950  NGVD 29 (07/19/86) 1362.6    (m)         4470.     (f) VERT ANG    3  
 ET0950
 ET0950.Superseded values are not recommended for survey control.
 ET0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0950.See file dsdata.txt to determine how the superseded data were derived.
 ET0950
 ET0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4399499769(NAD 83)
 ET0950_MARKER: DD = SURVEY DISK
 ET0950_SETTING: 80 = SET IN A BOULDER
 ET0950_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0950_MARK LOGO: NONE  
 ET0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0950+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2002
 ET0950
 ET0950  HISTORY     - Date     Condition        Report By
 ET0950  HISTORY     - 1969     MONUMENTED       USGS
 ET0950  HISTORY     - 1980     GOOD             AZDT
 ET0950  HISTORY     - 20010326 GOOD             AZ-025
 ET0950  HISTORY     - 20020621 GOOD             INDIV
 ET0950
 ET0950                          STATION DESCRIPTION
 ET0950
 ET0950'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JJW)
 ET0950'LOCATED ABOUT 7.5 MI. (AIRLINE) NE. OF YARNELL.  ABOUT 6.5 MI. S.
 ET0950'OF KIRKLAND.  3.5 MI. SW. OF KIRKLAND JUNCTION.  ON THE S. SIDE OF
 ET0950'U.S. HIGHWAY 89.  ABOUT 75 FT. S. OF A HIGHWAY CUT.
 ET0950'
 ET0950'TO REACH FROM THE POST OFFICE AT YARNELL GO NE. ALONG U.S. HIGHWAY
 ET0950'89 FOR 7.9 MI. TO HIGHWAY CUT.  STATION IS ABOUT 75 FT. S. OF CUT ON
 ET0950'RIDGE.
 ET0950'
 ET0950'STATION MARK--A STANDARD USGS TABLET STAMPED PEEPLES 1969 CEMENTED
 ET0950'IN A LARGE BOULDER.
 ET0950'
 ET0950'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0950'NO 1 1969 CEMENTED IN A LARGE BOULDER, 0.3 FT. ABOVE STATION MARK.
 ET0950'
 ET0950'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0950'NO 2 1969 CEMENTED IN A LARGE BOULDER, 0.6 FT. BELOW STATION
 ET0950'MARK.
 ET0950
 ET0950                          STATION RECOVERY (1980)
 ET0950
 ET0950'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0950'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET0950'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ROUTE TO THE STATION
 ET0950'REMAINS UNCHANGED.
 ET0950
 ET0950                          STATION RECOVERY (2001)
 ET0950
 ET0950'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 2001 (SHF)
 ET0950'STATION AND REFERENCE MARKS RECIOVERD.
 ET0950'
 ET0950
 ET0950                          STATION RECOVERY (2002)
 ET0950
 ET0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 ET0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0926 ***********************************************************************
 DW0926  DESIGNATION -  PELIGRO
 DW0926  PID         -  DW0926
 DW0926  STATE/COUNTY-  AZ/YUMA
 DW0926  USGS QUAD   -  MIDDLE MOUNTAINS NORTH (1986)
 DW0926
 DW0926                         *CURRENT SURVEY CONTROL
 DW0926  ___________________________________________________________________
 DW0926* NAD 83(1992)-  33 01 20.06389(N)    114 16 56.48273(W)     ADJUSTED  
 DW0926* NAVD 88     -       272.9    (meters)     895.     (feet)  VERTCON   
 DW0926  ___________________________________________________________________
 DW0926  X           -  -2,201,470.418 (meters)                     COMP
 DW0926  Y           -  -4,879,722.464 (meters)                     COMP
 DW0926  Z           -   3,456,157.590 (meters)                     COMP
 DW0926  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 DW0926  ELLIP HEIGHT-         239.677 (meters)          (08/23/93) ADJUSTED
 DW0926  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DW0926  HORZ ORDER  -  FIRST
 DW0926  ELLP ORDER  -  FOURTH    CLASS II
 DW0926
 DW0926.The horizontal coordinates were established by classical geodetic methods
 DW0926.and adjusted by the National Geodetic Survey in August 1993.
 DW0926
 DW0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0926
 DW0926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DW0926
 DW0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0926
 DW0926.The ellipsoidal height was determined by GPS observations
 DW0926.and is referenced to NAD 83.
 DW0926
 DW0926.The geoid height was determined by GEOID03.
 DW0926
 DW0926;                    North         East     Units Scale Factor Converg.
 DW0926;SPC AZ W     -   224,351.204   163,625.099   MT  0.99996382   -0 17 24.4
 DW0926;SPC AZ W     -   736,060.38    536,827.75   iFT  0.99996382   -0 17 24.4
 DW0926;UTM  11      - 3,657,034.761   753,846.183   MT  1.00039459   +1 28 54.5
 DW0926
 DW0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0926!SPC AZ W     -   0.99996237  x   0.99996382  =   0.99992619
 DW0926!UTM  11      -   0.99996237  x   1.00039459  =   1.00035695
 DW0926
 DW0926|---------------------------------------------------------------------|
 DW0926| PID    Reference Object                     Distance      Geod. Az  |
 DW0926|                                                           dddmmss.s |
 DW0926| CF0434 PELIGRO RM 1                          6.892 METERS 08251     |
 DW0926| CF0435 PELIGRO RM 2                          6.333 METERS 17350     |
 DW0926| CF0433 PELIGRO AZ MK                                      1810917.4 |
 DW0926| DB1272 ROUND TOP PEAK CAIRN                APPROX. 6.5 KM 2271657.6 |
 DW0926|---------------------------------------------------------------------|
 DW0926
 DW0926                          SUPERSEDED SURVEY CONTROL
 DW0926
 DW0926  NAD 83(1986)-  33 01 20.06449(N)    114 16 56.48768(W) AD(       ) 1
 DW0926  NAD 27      -  33 01 19.91900(N)    114 16 53.69200(W) AD(       ) 1
 DW0926  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG    3  
 DW0926
 DW0926.Superseded values are not recommended for survey control.
 DW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0926.See file dsdata.txt to determine how the superseded data were derived.
 DW0926
 DW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5384657035(NAD 83)
 DW0926_MARKER: DS = TRIANGULATION STATION DISK
 DW0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0926+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1984
 DW0926
 DW0926  HISTORY     - Date     Condition        Report By
 DW0926  HISTORY     - 1949     MONUMENTED       CGS
 DW0926  HISTORY     - 1952     GOOD             USE
 DW0926  HISTORY     - 1960     GOOD             AMS
 DW0926  HISTORY     - 1965     GOOD             AMS
 DW0926  HISTORY     - 1971     GOOD             NGS
 DW0926  HISTORY     - 1981     GOOD             NGS
 DW0926  HISTORY     - 19840419 GOOD
 DW0926
 DW0926                          STATION DESCRIPTION
 DW0926
 DW0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0926'THE STATION IS LOCATED ABOUT 45 MILES AIR LINE SOUTH OF QUARTZSITE,
 DW0926'ABOUT 30 MILES AIR LINE NORTHEAST OF YUMA, ABOUT 12 MILES
 DW0926'NORTH-NORTHEAST OF COUNTY WELL, ON A RISE OF GROUND, THE HIGHEST
 DW0926'OF THE LOW FLATS ALONG STATE HIGHWAY 95 IN THIS VICINITY.  THE
 DW0926'STATION MARK IS 100 FEET WEST OF THE CENTER LINE OF STATE
 DW0926'HIGHWAY 95, 6 FEET EAST OF A WHITE WITNESS POST, PROJECTS 3
 DW0926'INCHES AND STAMPED, PELIGRO 1949.
 DW0926'
 DW0926'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0926'THE STATION MARK, PROJECTS 3 INCHES AND STAMPED, PELIGRO NO
 DW0926'1 1949.
 DW0926'
 DW0926'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0926'THE STATION MARK, PROJECTS 3 INCHES AND STAMPED, PELIGRO NO
 DW0926'2 1949.
 DW0926'
 DW0926'AZIMUTH MARK IS LOCATED ACROSS THE ROAD FROM A LARGE METAL
 DW0926'SIGN DANGER ARMY ARTILLERY RANGE, 14 PACES EAST OF THE CENTER
 DW0926'LINE OF STATE HIGHWAY 95, 5 FEET NORTH OF A WHITE WITNESS POST,
 DW0926'PROJECTS 4 INCHES AND STAMPED, PELIGRO 1949.
 DW0926'
 DW0926'TO REACH THE STATION FROM COUNTY WELL, WHICH IS ABOUT 25 MILES
 DW0926'NORTH OF YUMA ON STATE HIGHWAY 95, GO NORTH ON HIGHWAY FOR 8.3
 DW0926'MILES TO FORK (RIGHT FORK GOES TO CASTLE DOME).  TAKE LEFT FORK,
 DW0926'STATE HIGHWAY 95, FOR 3.3 MILES TO THE AZIMUTH ON THE RIGHT,
 DW0926'EAST, AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY FOR 0.9 MILE
 DW0926'TO THE STATION ON THE LEFT, WEST.  A DRIVE STATION.
 DW0926
 DW0926                          STATION RECOVERY (1952)
 DW0926
 DW0926'RECOVERY NOTE BY US ENGINEERS 1952
 DW0926'STATION WITH TRIPOD AND REFERENCE IN GOOD CONDITION.
 DW0926'
 DW0926'TO REACH FROM YUMA, TRAVEL NORTH ON HWY. 95 TO COUNTY WELL
 DW0926'(MILE POST 50, 24.2 MILES FROM 4TH AVE. IN YUMA), CONTINUE NORTH
 DW0926'ON HWY. 95 12.7 MILES TO MILE POST 62.7.  STATION WITH TRIPOD
 DW0926'AND WHITE WITNESS POST IS ABOUT 1.4 MILE RIGHT OF THE HIGHWAY.
 DW0926
 DW0926                          STATION RECOVERY (1960)
 DW0926
 DW0926'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DW0926'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DW0926
 DW0926                          STATION RECOVERY (1965)
 DW0926
 DW0926'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0926'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 DW0926'IN GOOD CONDITION.
 DW0926
 DW0926                          STATION RECOVERY (1971)
 DW0926
 DW0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DW0926'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DW0926'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 DW0926'DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1949
 DW0926'DATA COMPLETE NEW DESCRIPTION FOLLOWS--
 DW0926'
 DW0926'THE STATION IS LOCATED ABOUT 45 MILES SOUTH OF QUARTZSITE, 30 MILES
 DW0926'NORTHEAST OF YUMA, 15.5 MILES NORTH OF THE MAIN GATE TO THE YUMA
 DW0926'PROVING GROUND, 14 MILES EAST OF THE COLORADO RIVER AND 0.3 MILE
 DW0926'EAST OF U.S. HIGHWAY 95.
 DW0926'
 DW0926'TO REACH THE STATION FROM THE ENTRANCE OF THE YUMA PROVING GROUND
 DW0926'AND U.S. HIGHWAY 95 GO NORTH ON U.S. HIGHWAY 95 FOR 11.1 MILES TO
 DW0926'CASTLE DOME ROAD ON THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 95
 DW0926'FOR 3.4 MILES TO A GRAVELED SIDE ROAD RIGHT.  (TO REACH THE
 DW0926'AZIMUTH MARK, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.3
 DW0926'MILE TO THE MARK ON THE RIGHT AT THE INTERSECTION OF A BLADED
 DW0926'ROAD.) CONTINUE NORTH ON U.S. HIGHWAY 95 FOR 0.6 MILE TO MILE
 DW0926'POST NUMBER 59 AND WHERE A POWERLINE CROSSES THE HIGHWAY.
 DW0926'TURN RIGHT AND GO EAST ALONG THE TOP OF THE RIDGE FOR 0.3 MILE
 DW0926'TO THE STATION.
 DW0926'
 DW0926'THE STATION MARK IS A STANDARD DISK STAMPED PELIGRO 1949, SET IN
 DW0926'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 DW0926'INCHES ABOVE THE GROUND SURFACE.  IT IS 134 FEET WEST OF THE CENTER
 DW0926'OF A BLADED ROAD.
 DW0926'
 DW0926'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PELIGRO NO 1 1949, SET
 DW0926'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 DW0926'INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET WEST OF THE
 DW0926'CENTER OF THE BLADED ROAD.
 DW0926'
 DW0926'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PELIGRO NO 2 1949,
 DW0926'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DW0926'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 115 FEET WEST OF THE
 DW0926'CENTER OF THE BLADED ROAD.
 DW0926'
 DW0926'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PELIGRO 1949, SET IN
 DW0926'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 DW0926'INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET SOUTH OF THE
 DW0926'CENTER OF THE TRACK ROAD, 54 FEET EAST OF THE CENTER OF A BLADED
 DW0926'ROAD AND 5 FEET NORTH OF A 4X4 INCH WOODEN WITNESS POST.
 DW0926'
 DW0926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DW0926'30 MILES NORTHEAST OF YUM
 DW0926
 DW0926                          STATION RECOVERY (1981)
 DW0926
 DW0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0926'RECOVERED AS DESCRIBED.
 DW0926
 DW0926                          STATION RECOVERY (1984)
 DW0926
 DW0926'RECOVERED 1984
 DW0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0318 ***********************************************************************
 CF0318  DESIGNATION -  PELONCILLO
 CF0318  PID         -  CF0318
 CF0318  STATE/COUNTY-  AZ/COCHISE
 CF0318  USGS QUAD   -  SKELETON CANYON (1987)
 CF0318
 CF0318                         *CURRENT SURVEY CONTROL
 CF0318  ___________________________________________________________________
 CF0318* NAD 83(1992)-  31 33 21.09852(N)    109 03 05.28296(W)     ADJUSTED  
 CF0318* NAVD 88     -      1990.1    (meters)    6529.     (feet)  VERTCON   
 CF0318  ___________________________________________________________________
 CF0318  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 CF0318  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CF0318  HORZ ORDER  -  FIRST
 CF0318
 CF0318.The horizontal coordinates were established by classical geodetic methods
 CF0318.and adjusted by the National Geodetic Survey in August 1993.
 CF0318
 CF0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0318
 CF0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0318
 CF0318.The geoid height was determined by GEOID03.
 CF0318
 CF0318;                    North         East     Units Scale Factor Converg.
 CF0318;SPC AZ E     -    62,163.749   319,235.930   MT  1.00003821   +0 35 01.2
 CF0318;SPC AZ E     -   203,949.31  1,047,361.98   iFT  1.00003821   +0 35 01.2
 CF0318;SPC NM W     -    62,268.946   714,348.953   MT  1.00008158   -0 38 15.2
 CF0318;SPC NM W     -   204,294.03  2,343,659.86   sFT  1.00008158   -0 38 15.2
 CF0318;UTM  12      - 3,492,854.121   684,947.211   MT  1.00002190   +1 01 12.1
 CF0318
 CF0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0318!SPC AZ E     -   0.99969174  x   1.00003821  =   0.99972994
 CF0318!SPC NM W     -   0.99969174  x   1.00008158  =   0.99977329
 CF0318!UTM  12      -   0.99969174  x   1.00002190  =   0.99971363
 CF0318
 CF0318|---------------------------------------------------------------------|
 CF0318| PID    Reference Object                     Distance      Geod. Az  |
 CF0318|                                                           dddmmss.s |
 CF0318| CC7978 PELONCILLO RM 1                       9.290 METERS 14342     |
 CF0318| CC7979 PELONCILLO RM 2                       8.050 METERS 20730     |
 CF0318| CF0322 PHOENIX EL PASO AWY BCN 24          APPROX.17.0 KM 3200048.3 |
 CF0318| CC7977 PELONCILLO AZ MK                                   3421409.1 |
 CF0318|---------------------------------------------------------------------|
 CF0318
 CF0318                          SUPERSEDED SURVEY CONTROL
 CF0318
 CF0318  NAD 83(1986)-  31 33 21.09785(N)    109 03 05.26862(W) AD(       ) 1
 CF0318  NAD 27      -  31 33 20.74000(N)    109 03 03.06600(W) AD(       ) 1
 CF0318  NGVD 29 (02/25/92) 1989.1    (m)         6526.     (f) VERT ANG    3  
 CF0318
 CF0318.Superseded values are not recommended for survey control.
 CF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0318.See file dsdata.txt to determine how the superseded data were derived.
 CF0318
 CF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV8494792854(NAD 83)
 CF0318_MARKER: DS = TRIANGULATION STATION DISK
 CF0318_SETTING: 66 = SET IN ROCK OUTCROP
 CF0318
 CF0318  HISTORY     - Date     Condition        Report By
 CF0318  HISTORY     - 1938     MONUMENTED       CGS
 CF0318  HISTORY     - 1956     GOOD             USE
 CF0318  HISTORY     - 1972     GOOD             AZHD
 CF0318
 CF0318                          STATION DESCRIPTION
 CF0318
 CF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0318'STATION IS ON THE HIGHEST POINT OF THE PELONCILLO RANGE IN THE
 CF0318'CORONADO NATIONAL FOREST.  IT IS ABOUT 2 MILES S OF SKELETON
 CF0318'CANYON AND ABOUT 3 MILES SE OF THE SLOAN RANCH.  ABOUT 10 MILES
 CF0318'SE OF APACHE AND ABOUT 12 MILES E OF CHIRICAHUA, BOTH STATIONS
 CF0318'ON THE SOUTHERN PACIFIC RAILROAD AND U.S. HIGHWAY 80.
 CF0318'
 CF0318'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0318'SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 CF0318'
 CF0318'STATION IS REACHED FROM DOUGLAS BY GOING NE ON U.S. HIGHWAY
 CF0318'80 FOR 38 MILES TO THE VILLAGE OF APACHE.  GO E ON THE GRADED
 CF0318'ROAD, SKELETON CANYON, WHICH IS 0.1 MILE S OF THE STORE, FOR
 CF0318'1.15 MILES TO A FORK.  TAKE RIGHT FORK AND FOLLOW THE GRADED
 CF0318'ROAD 4.5 MILES.  PASS OVER THE CATTLE GUARD AND TAKE THE RIGHT
 CF0318'FORK, STRAIGHT AHEAD, 0.45 MILE TO FORK.  TAKE THE RIGHT FORK,
 CF0318'TRACK ROAD, 2.2 MILES TO THE SLOAN RANCH, AND END OF TRUCK
 CF0318'TRAVEL.
 CF0318'
 CF0318'THE STATION IS ABOUT 143 DEG MAGNETIC FROM THE HOUSE, BUT IS
 CF0318'NOT VISIBLE.  IT IS ABOUT ONE MILE S ON THE SAME RIDGE AS THE
 CF0318'HIGH ROCKY PEAK THAT IS VISIBLE AT THE HEAD OF THE CANYON.  PACK
 CF0318'STOCK CAN BE HIRED AT THE RANCH FROM MR. SLOAN.
 CF0318'
 CF0318'FROM THE RANCH HOUSE CONTINUE UP THE MAIN CANYON, SE, ABOUT
 CF0318'0.2 MILE TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE UP
 CF0318'CANYON ON ROAD ABOUT 200 YARDS.  LEAVE THE ROAD, TURN RIGHT, SE,
 CF0318'AND FOLLOW A STOCK TRAIL UP THE CANYON THAT HEADS IN THE SADDLE
 CF0318'ABOUT 1/2 MILE W OF THE HIGH ROCKY PEAK.
 CF0318'
 CF0318'AZIMUTH MARK IS LOCATED IN THIS SADDLE TO THE RIGHT OF THE TRAIL.
 CF0318'THE STATION IS VISIBLE ABOUT 3/4 MILE SE, A HIGH, TIMBERED
 CF0318'PEAK HAVING A SUCCESSION OF THREE OR FOUR BENCH TOPS, THE
 CF0318'HIGHEST ONE BEING AT THE SOUTH END.  BEAR TO THE LEFT AT THE
 CF0318'SADDLE AND GO ABOUT 200 YARDS, CROSS THE LOW CANYON ON TO THE
 CF0318'TOP OF THE RIDGE ON THE S SIDE OF THE LOW CANYON.  THEN GO
 CF0318'LEFT UP THIS RIDGE ABOUT 0.3 MILE AND THEN GO ALONG THE S
 CF0318'SIDE OF THE SLOPE, HEADING TOWARD THE FIRST SADDLE WHICH IS
 CF0318'THE END OF HORSE TRAVEL.  GO THROUGH THE GATE IN THE FENCE
 CF0318'THEN S ALONG THE TOP OF THE RIDGE ABOUT 1/2 MILE TO THE
 CF0318'STATION.
 CF0318'
 CF0318'IT IS 2-1/2 HOURS BY HORSE TRAVEL PLUS 40 MINUTES BACKPACK.
 CF0318
 CF0318                          STATION RECOVERY (1956)
 CF0318
 CF0318'RECOVERY NOTE BY US ENGINEERS 1956
 CF0318'STATION RECOVERED AS DESCRIBED.
 CF0318'
 CF0318'AZIMUTH MARK NOT SEARCHED FOR.
 CF0318
 CF0318                          STATION RECOVERY (1972)
 CF0318
 CF0318'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 CF0318'A.  GENERAL LOCATION RECOVERED AS DESCRIBED
 CF0318'
 CF0318'C.  STATION MARK REPLACED BY 2 IN CAP (HIRAN 1959 ASC)
 CF0318'
 CF0318'D.  REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 CF0318'
 CF0318'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1069 ***********************************************************************
 DA1069  DESIGNATION -  PEMB
 DA1069  PID         -  DA1069
 DA1069  STATE/COUNTY-  AZ/YUMA
 DA1069  USGS QUAD   -  MOHAWK (1982)
 DA1069
 DA1069                         *CURRENT SURVEY CONTROL
 DA1069  ___________________________________________________________________
 DA1069* NAD 83(1992)-  32 42 40.64212(N)    113 51 27.99423(W)     ADJUSTED  
 DA1069* NAVD 88     -       104.190  (meters)     341.83   (feet)  ADJUSTED  
 DA1069  ___________________________________________________________________
 DA1069  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DA1069  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA1069  DYNAMIC HT  -         104.069 (meters)     341.43  (feet)  COMP
 DA1069  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 DA1069
 DA1069  HORZ ORDER  -  FIRST
 DA1069  VERT ORDER  -  FIRST     CLASS II
 DA1069
 DA1069.The horizontal coordinates were established by classical geodetic methods
 DA1069.and adjusted by the National Geodetic Survey in August 1993.
 DA1069
 DA1069.The orthometric height was determined by differential leveling
 DA1069.and adjusted in June 1991.
 DA1069
 DA1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1069
 DA1069.The geoid height was determined by GEOID03.
 DA1069
 DA1069.The dynamic height is computed by dividing the NAVD 88
 DA1069.geopotential number by the normal gravity value computed on the
 DA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1069.degrees latitude (g = 980.6199 gals.).
 DA1069
 DA1069.The modeled gravity was interpolated from observed gravity values.
 DA1069
 DA1069;                    North         East     Units Scale Factor Converg.
 DA1069;SPC AZ W     -   189,747.662   203,255.966   MT  0.99993459   -0 03 29.7
 DA1069;SPC AZ W     -   622,531.70    666,850.28   iFT  0.99993459   -0 03 29.7
 DA1069;UTM  12      - 3,622,893.197   232,125.841   MT  1.00048491   -1 32 43.0
 DA1069
 DA1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1069!SPC AZ W     -   0.99998880  x   0.99993459  =   0.99992339
 DA1069!UTM  12      -   0.99998880  x   1.00048491  =   1.00047370
 DA1069
 DA1069:                Primary Azimuth Mark                     Grid Az
 DA1069:SPC AZ W     -  U 322                                    081 27 45.2
 DA1069:UTM  12      -  U 322                                    082 56 58.5
 DA1069
 DA1069|---------------------------------------------------------------------|
 DA1069| PID    Reference Object                     Distance      Geod. Az  |
 DA1069|                                                           dddmmss.s |
 DA1069| DA1071 U 322                                              0812415.5 |
 DA1069| DA1068 339                                   9.942 METERS 10506     |
 DA1069| DA1070 PEMB RM 1                            18.025 METERS 24643     |
 DA1069| DA1067 V 322                                              2593631.5 |
 DA1069| DA1429 PEMB POINT A                         17.580 METERS 30543     |
 DA1069|---------------------------------------------------------------------|
 DA1069
 DA1069                          SUPERSEDED SURVEY CONTROL
 DA1069
 DA1069  NAD 83(1986)-  32 42 40.63823(N)    113 51 28.00107(W) AD(       ) 1
 DA1069  NAD 27      -  32 42 40.46730(N)    113 51 25.25920(W) AD(       ) 1
 DA1069  NGVD 29 (??/??/92)  103.486  (m)          339.52   (f) ADJ UNCH    1 2
 DA1069
 DA1069.Superseded values are not recommended for survey control.
 DA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1069.See file dsdata.txt to determine how the superseded data were derived.
 DA1069
 DA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3212622893(NAD 83)
 DA1069_MARKER: DE = TRAVERSE STATION DISK
 DA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1069_STAMPING: PEMB 1960
 DA1069_MARK LOGO: CGS   
 DA1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1069+STABILITY: SURFACE MOTION
 DA1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1069+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1069
 DA1069  HISTORY     - Date     Condition        Report By
 DA1069  HISTORY     - 1960     MONUMENTED       CGS
 DA1069  HISTORY     - 1960     GOOD             NGS
 DA1069  HISTORY     - 1971     GOOD             NGS
 DA1069  HISTORY     - 1971     GOOD             NGS
 DA1069  HISTORY     - 1981     GOOD             NGS
 DA1069  HISTORY     - 1981     GOOD             NGS
 DA1069  HISTORY     - 1981     GOOD             NGS
 DA1069  HISTORY     - 20090206 GOOD             GEOCAC
 DA1069
 DA1069                          STATION DESCRIPTION
 DA1069
 DA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1069'THE STATION IS 5.5 MILES EASTERLY ALONG U.S. HIGHWAY 80
 DA1069'FROM THE POST OFFICE AT TACNA, 88.5 FEET SOUTH OF THE CENTER
 DA1069'LINE OF THE HIGHWAY, 62.5 FEET NORTH OF THE CENTER LINE OF
 DA1069'THE SOUTHERN PACIFIC RAILROAD AND 6 FEET SOUTH OF A METAL
 DA1069'WITNESS POST WITH SIGN ATTACHED.
 DA1069'
 DA1069'THE STATION, WITH UNDERGROUND MARK, STAMPED PEMB 1960, IS
 DA1069'A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DA1069'PROJECTING 3 INCHES.
 DA1069'
 DA1069'REFERENCE MARK 1, STAMPED PEMB NO 1 1960, IS A STANDARD DISK SET
 DA1069'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS 47 FEET
 DA1069'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD.
 DA1069'
 DA1069'A USGS BM, USED FOR REFERENCE MARK 2, IS A STANDARD USGS
 DA1069'BRASS CAP RIVITED TO THE TOP OF A 4-INCH IRON PIPE PROJECTING
 DA1069'10 INCHES AND IS 47 FEET NORTH OF THE SOUTHERN PACIFIC RAILROAD,
 DA1069'2.5 FEET WEST OF THE TELEGRAPH POLE AND 1.5 FEET EAST OF
 DA1069'A WHITE WOODEN WITNESS POST.
 DA1069'
 DA1069'BENCH MARK U 322 STAMPED U 322 1952, IS A STANDARD DISK SET IN A
 DA1069'DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 DA1069'OF A BOX CULVERT 786.89 UNDER THE SOUTHERN PACIFIC RAILROAD,
 DA1069'0.3 MILE EAST OF THE STATION, 3-1/2 POLES WEST OF THE RAILROAD
 DA1069'MILE POLE 787 AND 5.8 FEET NORTH OF THE NORTH RAIL.
 DA1069'
 DA1069'A 2-WHEEL DRIVE STATION.
 DA1069
 DA1069                          STATION RECOVERY (1960)
 DA1069
 DA1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA1069'5.5 MI E FROM TACNA.
 DA1069'5.5 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1069'TACNA, 47 FEET NORTH OF THE CENTERLINE OF THE SOUTHERN PACIFIC
 DA1069'RAILROAD.  A STANDARD TRAVERSE DISK, STAMPED PEMB 1960 AND SET IN A
 DA1069'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 DA1069
 DA1069                          STATION RECOVERY (1971)
 DA1069
 DA1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1069'THE STATION MARK, REFERENCE MARK 1 AND USGS BM 339 (RM 2) WERE
 DA1069'RECOVERED AND FOUND IN GOOD CONDITION.  BM U 322 1952 (AZ MK) WAS
 DA1069'NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED BY RAILROAD
 DA1069'CONSTRUCTION.  BENCH MARK V 322 1952 WAS RECOVERED AND USED AS THE
 DA1069'AZIMUTH MARK AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DA1069'
 DA1069'THE STATION IS LOCATED 5.5 MILES EAST OF THE SMALL TOWN OF TACNA ON
 DA1069'RAILROAD RIGHT-OF-WAY.
 DA1069'
 DA1069'TO REACH THE STATION FROM THE POST OFFICE IN TACNA GO EAST ON U.S.
 DA1069'HIGHWAY 80 FOR 4.8 MILES TO BM V322 (AZ MK) ON THE RIGHT, CONTINUE
 DA1069'EAST ON U.S. HIGHWAY 80 FOR 0.75 MILE TO THE STATION MARK ON THE
 DA1069'RIGHT.
 DA1069'
 DA1069'THE STATION IS A STANDARD DISK STAMPED PEMB 1960, SET IN THE TOP OF
 DA1069'A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH
 DA1069'WITH THE GROUND SURFACE.  IT IS 89 FEET SOUTH OF THE CENTERLINE OF
 DA1069'U.S. HIGHWAY 80, 59 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 DA1069'TRACKS AND 6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 DA1069'ATTACHED.
 DA1069'
 DA1069'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PEMB NO 1 1960, SET IN
 DA1069'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES
 DA1069'ABOVE THE GROUNDS SURFACE.  IT IS 101.5 FEET SOUTH OF THE
 DA1069'CENTERLINE OF U.S. HIGHWAY 80, 60.5 FEET WEST-SOUTHWEST OF THE
 DA1069'METAL WITNESS POST WITH SIGN ATTACHED AND 46 FEET NORTH OF THE
 DA1069'NORTH RAIL OF THE RAILROAD TRACKS.
 DA1069'
 DA1069'A USGS BM, USED FOR REFERENCE MARK 2, IS A STANDARD USGS BRASS CAP
 DA1069'RIVITED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6-INCHES
 DA1069'ABOVE THE GROUNDS SURFACE.  IT IS 101.5 FEET SOUTH OF THE CENTERLINE
 DA1069'OF U.S. HIGHWAY 80, 45 FEET NORTH OF THE NORTH RAIL OF THE
 DA1069'RAILROAD TRACKS AND 3 FEET WEST OF A TELEPHONE POLE.
 DA1069'
 DA1069'BENCH MARK V-322, WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 DA1069'DISK, STAMPED V-322 1952, SET IN THE TOP OF A ROUND CONCRETE
 DA1069'MONUMENT THAT IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUNDS
 DA1069'SURFACE.  IT IS 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 DA1069'TRACKS AND 2 FEET EAST OF A TELEPHONE POLE.
 DA1069'
 DA1069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES EAST OF
 DA1069'TACNA.
 DA1069'
 DA1069'HEIGHT OF LIGHT ABOVE STATION MARK 04.2 FEET.
 DA1069
 DA1069                          STATION RECOVERY (1971)
 DA1069
 DA1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA1069'RECOVERED IN GOOD CONDITION.
 DA1069
 DA1069                          STATION RECOVERY (1981)
 DA1069
 DA1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1069'RECOVERED IN GOOD CONDITION.
 DA1069
 DA1069                          STATION RECOVERY (1981)
 DA1069
 DA1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1069'RECOVERED IN GOOD CONDITION.
 DA1069
 DA1069                          STATION RECOVERY (1981)
 DA1069
 DA1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1069'RECOVERED IN GOOD CONDITION.
 DA1069
 DA1069                          STATION RECOVERY (2009)
 DA1069
 DA1069'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1069'RECOVERED STATION PEMB ALONG WITH RM 1 AND RM 2 (DA1068 339) ALL
 DA1069'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1070 ***********************************************************************
 DA1070  DESIGNATION -  PEMB RM 1
 DA1070  PID         -  DA1070
 DA1070  STATE/COUNTY-  AZ/YUMA
 DA1070  USGS QUAD   -  MOHAWK (1982)
 DA1070
 DA1070                         *CURRENT SURVEY CONTROL
 DA1070  ___________________________________________________________________
 DA1070* NAD 83(1986)-  32 42 40.     (N)    113 51 28.     (W)     SCALED    
 DA1070* NAVD 88     -       104.220  (meters)     341.93   (feet)  ADJUSTED  
 DA1070  ___________________________________________________________________
 DA1070  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA1070  DYNAMIC HT  -         104.100 (meters)     341.53  (feet)  COMP
 DA1070  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 DA1070
 DA1070  VERT ORDER  -  FIRST     CLASS II
 DA1070
 DA1070.The horizontal coordinates were scaled from a topographic map and have
 DA1070.an estimated accuracy of +/- 6 seconds.
 DA1070
 DA1070.The orthometric height was determined by differential leveling
 DA1070.and adjusted in June 1991.
 DA1070
 DA1070.The geoid height was determined by GEOID03.
 DA1070
 DA1070.The dynamic height is computed by dividing the NAVD 88
 DA1070.geopotential number by the normal gravity value computed on the
 DA1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1070.degrees latitude (g = 980.6199 gals.).
 DA1070
 DA1070.The modeled gravity was interpolated from observed gravity values.
 DA1070
 DA1070;                    North         East    Units  Estimated Accuracy
 DA1070;SPC AZ W     -   189,730.      203,260.      MT  (+/- 180 meters Scaled)
 DA1070
 DA1070                          SUPERSEDED SURVEY CONTROL
 DA1070
 DA1070  NGVD 29 (??/??/92)  103.513  (m)          339.61   (f) ADJ UNCH    1 2
 DA1070
 DA1070.Superseded values are not recommended for survey control.
 DA1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1070.See file dsdata.txt to determine how the superseded data were derived.
 DA1070
 DA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB321228(NAD 83)
 DA1070_MARKER: DR = REFERENCE MARK DISK
 DA1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1070_STAMPING: PEMB NO 1 1960
 DA1070_MARK LOGO: CGS   
 DA1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1070+STABILITY: SURFACE MOTION
 DA1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1070+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1070
 DA1070  HISTORY     - Date     Condition        Report By
 DA1070  HISTORY     - 1960     MONUMENTED       CGS
 DA1070  HISTORY     - 1960     GOOD             NGS
 DA1070  HISTORY     - 1971     GOOD             NGS
 DA1070  HISTORY     - 1981     GOOD             NGS
 DA1070  HISTORY     - 1981     GOOD             NGS
 DA1070  HISTORY     - 20090206 GOOD             GEOCAC
 DA1070
 DA1070                          STATION DESCRIPTION
 DA1070
 DA1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1070'5.5 MI E FROM TACNA.
 DA1070'5.5 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1070'TACNA, 47 FEET NORTH OF THE CENTERLINE OF THE SOUTHERN PACIFIC
 DA1070'RAILROAD.  A STANDARD DISK, STAMPED PEMB NO 1 1960 AND SET IN A SQUARE
 DA1070'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  MARK IS 59.15 FEET
 DA1070'WEST OF STATION PEMB.
 DA1070
 DA1070                          STATION RECOVERY (1971)
 DA1070
 DA1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA1070'RECOVERED IN GOOD CONDITION.
 DA1070
 DA1070                          STATION RECOVERY (1981)
 DA1070
 DA1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1070'RECOVERED IN GOOD CONDITION.
 DA1070
 DA1070                          STATION RECOVERY (1981)
 DA1070
 DA1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1070'RECOVERED IN GOOD CONDITION.
 DA1070
 DA1070                          STATION RECOVERY (2009)
 DA1070
 DA1070'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0927 ***********************************************************************
 ES0927  DESIGNATION -  PEMBERTON
 ES0927  PID         -  ES0927
 ES0927  STATE/COUNTY-  AZ/NAVAJO
 ES0927  USGS QUAD   -  ZENIFF (1971)
 ES0927
 ES0927                         *CURRENT SURVEY CONTROL
 ES0927  ___________________________________________________________________
 ES0927* NAD 83(1992)-  34 30 44.89640(N)    110 26 20.74946(W)     ADJUSTED  
 ES0927* NAVD 88     -      1890.7    (meters)    6203.     (feet)  VERTCON   
 ES0927  ___________________________________________________________________
 ES0927  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 ES0927  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES0927  HORZ ORDER  -  SECOND
 ES0927
 ES0927.The horizontal coordinates were established by classical geodetic methods
 ES0927.and adjusted by the National Geodetic Survey in August 1993.
 ES0927
 ES0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0927
 ES0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0927
 ES0927.The geoid height was determined by GEOID03.
 ES0927
 ES0927;                    North         East     Units Scale Factor Converg.
 ES0927;SPC AZ E     -   389,528.767   188,346.191   MT  0.99990771   -0 09 15.7
 ES0927;SPC AZ E     - 1,277,981.52    617,933.70   iFT  0.99990771   -0 09 15.7
 ES0927;UTM  12      - 3,819,122.935   551,485.337   MT  0.99963267   +0 19 04.1
 ES0927
 ES0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0927!SPC AZ E     -   0.99970706  x   0.99990771  =   0.99961480
 ES0927!UTM  12      -   0.99970706  x   0.99963267  =   0.99933984
 ES0927
 ES0927:                Primary Azimuth Mark                     Grid Az
 ES0927:SPC AZ E     -  SCOTT                                    027 59 29.4
 ES0927:UTM  12      -  SCOTT                                    027 31 09.6
 ES0927
 ES0927|---------------------------------------------------------------------|
 ES0927| PID    Reference Object                     Distance      Geod. Az  |
 ES0927|                                                           dddmmss.s |
 ES0927| ES0938 SCOTT                               APPROX. 3.9 KM 0275013.7 |
 ES0927| DZ1410 PEMBERTON RM 1                        9.188 METERS 08325     |
 ES0927| DZ1411 PEMBERTON RM 2                        9.128 METERS 26511     |
 ES0927|---------------------------------------------------------------------|
 ES0927
 ES0927                          SUPERSEDED SURVEY CONTROL
 ES0927
 ES0927  NAD 83(1986)-  34 30 44.88889(N)    110 26 20.75441(W) AD(       ) 2
 ES0927  NGVD 29 (08/03/87) 1889.8    (m)         6200.     (f) VERT ANG    3  
 ES0927
 ES0927.Superseded values are not recommended for survey control.
 ES0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0927.See file dsdata.txt to determine how the superseded data were derived.
 ES0927
 ES0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5148519123(NAD 83)
 ES0927_MARKER: DS = TRIANGULATION STATION DISK
 ES0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0927+STABILITY: SURFACE MOTION
 ES0927
 ES0927  HISTORY     - Date     Condition        Report By
 ES0927  HISTORY     - 1984     MONUMENTED       AZDT
 ES0927
 ES0927                          STATION DESCRIPTION
 ES0927
 ES0927'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0927'THE STATION IS LOCATED 10-3/4 MILES NORTHEAST OF HEBER ALONG STATE
 ES0927'ROUTE 377.  IT IS LOCATED ON TOP OF A SMALL HILL ABOUT 1000 FEET EAST
 ES0927'OF THE HIGHWAY.
 ES0927'
 ES0927'THE STATION MARK IS AN AZDT DISK STAMPED---PEMBERTON 1984---.  IT IS
 ES0927'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 4 FEET SOUTH OF THE
 ES0927'WITNESS POST AND 2 FEET LOWER THAN THE HIGHEST PART OF THE HILL.
 ES0927'
 ES0927'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PEMBERTON RM 1 1984---.  IT
 ES0927'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 ES0927'
 ES0927'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PEMBERTON RM 2 1984---.  IT
 ES0927'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 ES0927'
 ES0927'TO REACH THE STATION FROM THE POST OFFICE IN HEBER WHICH IS LOCATED AT
 ES0927'BUCKSKIN ROAD AND STATE ROUTE 260 TRAVEL EAST ALONG STATE ROUTE 260
 ES0927'FOR 1.8 MILES TO THE JUNCTION OF STATE ROUTE 277.  TURN LEFT AND
 ES0927'TRAVEL NORTH ALONG STATE ROUTE 277 FOR 6.75 MILES TO THE JUNCTION
 ES0927'WITH STATE ROUTE 377.  TURN LEFT AND TRAVEL NORTH ALONG 377 FOR
 ES0927'4.15 MILES TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT PASSING
 ES0927'THROUGH A WIRE GATE AND TRAVEL EAST FOR 0.1 MILE TO A FORK.  TAKE
 ES0927'THE LEFT FORK EAST FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK
 ES0927'NORTH FOR 0.05 MILE TO THE TOP OF THE HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0306 ***********************************************************************
 FQ0306  DESIGNATION -  PEND
 FQ0306  PID         -  FQ0306
 FQ0306  STATE/COUNTY-  AZ/COCONINO
 FQ0306  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0306
 FQ0306                         *CURRENT SURVEY CONTROL
 FQ0306  ___________________________________________________________________
 FQ0306* NAD 83(1992)-  35 11 18.46326(N)    111 41 28.38215(W)     ADJUSTED  
 FQ0306* NAVD 88     -      2160.187  (meters)    7087.21   (feet)  ADJUSTED  
 FQ0306  ___________________________________________________________________
 FQ0306  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 FQ0306  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0306  DYNAMIC HT  -        2157.097 (meters)    7077.08  (feet)  COMP
 FQ0306  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 FQ0306
 FQ0306  HORZ ORDER  -  SECOND
 FQ0306  VERT ORDER  -  FIRST     CLASS II
 FQ0306
 FQ0306.The horizontal coordinates were established by classical geodetic methods
 FQ0306.and adjusted by the National Geodetic Survey in August 1993.
 FQ0306
 FQ0306.The orthometric height was determined by differential leveling
 FQ0306.and adjusted in June 1991.
 FQ0306.WARNING-Repeat measurements at this control monument indicate possible
 FQ0306.vertical movement.
 FQ0306
 FQ0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0306
 FQ0306.The geoid height was determined by GEOID03.
 FQ0306
 FQ0306.The dynamic height is computed by dividing the NAVD 88
 FQ0306.geopotential number by the normal gravity value computed on the
 FQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0306.degrees latitude (g = 980.6199 gals.).
 FQ0306
 FQ0306.The modeled gravity was interpolated from observed gravity values.
 FQ0306
 FQ0306;                    North         East     Units Scale Factor Converg.
 FQ0306;SPC AZ C     -   464,503.813   233,891.528   MT  0.99990519   +0 07 47.7
 FQ0306;SPC AZ C     - 1,523,962.64    767,360.66   iFT  0.99990519   +0 07 47.7
 FQ0306;UTM  12      - 3,894,161.866   437,069.724   MT  0.99964880   -0 23 54.0
 FQ0306
 FQ0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0306!SPC AZ C     -   0.99966467  x   0.99990519  =   0.99956989
 FQ0306!UTM  12      -   0.99966467  x   0.99964880  =   0.99931358
 FQ0306
 FQ0306:                Primary Azimuth Mark                     Grid Az
 FQ0306:SPC AZ C     -  ELDEN                                    055 28 25.1
 FQ0306:UTM  12      -  ELDEN                                    056 00 06.8
 FQ0306
 FQ0306|---------------------------------------------------------------------|
 FQ0306| PID    Reference Object                     Distance      Geod. Az  |
 FQ0306|                                                           dddmmss.s |
 FQ0306| FQ0633 ELDEN                               APPROX.10.3 KM 0553612.8 |
 FQ0306| FQ0629 FLAGSTAFF RADIO STA KVNA MAST       APPROX. 6.6 KM 0822235.1 |
 FQ0306| FQ0630 FLAGSTAFF RADIO STA KVNA TOWER      APPROX. 6.5 KM 0844636.5 |
 FQ0306| FQ0652 FLAGSTAFF RAD STA KCLS N MAST       APPROX. 3.0 KM 1074904.7 |
 FQ0306| FQ0651 FLAGSTAFF RAD STA KCLS S MAST       APPROX. 3.0 KM 1093931.1 |
 FQ0306| FQ0308 PEND RM 1                            33.025 METERS 11403     |
 FQ0306| FQ0307 PEND RM 2                            31.593 METERS 18804     |
 FQ0306|---------------------------------------------------------------------|
 FQ0306
 FQ0306                          SUPERSEDED SURVEY CONTROL
 FQ0306
 FQ0306  NAD 83(1986)-  35 11 18.45906(N)    111 41 28.38082(W) AD(       ) 2
 FQ0306  NAD 27      -  35 11 18.42064(N)    111 41 25.79175(W) AD(       ) 2
 FQ0306  NGVD 29 (??/??/92) 2159.150  (m)         7083.81   (f) ADJ UNCH    1 2
 FQ0306
 FQ0306.Superseded values are not recommended for survey control.
 FQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0306.See file dsdata.txt to determine how the superseded data were derived.
 FQ0306
 FQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3707094162(NAD 83)
 FQ0306_MARKER: DS = TRIANGULATION STATION DISK
 FQ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0306_STAMPING: PEND 1958
 FQ0306_MARK LOGO: CGS   
 FQ0306_PROJECTION: PROJECTING 10 CENTIMETERS
 FQ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0306+STABILITY: SURFACE MOTION
 FQ0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0306+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 FQ0306
 FQ0306  HISTORY     - Date     Condition        Report By
 FQ0306  HISTORY     - 1958     MONUMENTED       CGS
 FQ0306  HISTORY     - 1958     GOOD             CGS
 FQ0306  HISTORY     - 1966     GOOD             CGS
 FQ0306  HISTORY     - 1974     GOOD             NGS
 FQ0306  HISTORY     - 1982     GOOD             NGS
 FQ0306  HISTORY     - 1982     GOOD             NGS
 FQ0306  HISTORY     - 1983     GOOD             NGS
 FQ0306  HISTORY     - 20050929 GOOD             USPSQD
 FQ0306  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0306
 FQ0306                          STATION DESCRIPTION
 FQ0306
 FQ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0306'THE STATION IS JUST WEST OF FLAGSTAFF AND ON THE SOUTH SIDE
 FQ0306'OF U.S. HIGHWAY 66 AND 89.
 FQ0306'
 FQ0306'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0306'FLAGSTAFF, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 3.9 MILES
 FQ0306'TO A T-ROAD ON THE LEFT AT THE TOP OF A GRADE AND JUST AFTER
 FQ0306'PASSING A MOTEL.  KEEP STRAIGHT AHEAD ON THE HIGHWAY FOR
 FQ0306'ABOUT 100 YARDS, HERE TURN LEFT OFF THE HIGHWAY AND GO SOUTH
 FQ0306'ALONG THE EAST SIDE OF A WIRE FENCE FOR ABOUT 100 YARDS TO
 FQ0306'THE STATION.
 FQ0306'
 FQ0306'THE STATION IS A STANDARD DISK, STAMPED PEND 1958, SET IN
 FQ0306'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 FQ0306'IT IS ABOUT 300 FEET SOUTH OF U.S. HIGHWAY 66 AND 89, ABOUT 300
 FQ0306'FEET WEST OF A GRADED GRAVELED ROAD, 14 FEET EAST OF A WIRE
 FQ0306'FENCE AND 13 FEET EAST OF A WITNESS POST SIGN.
 FQ0306'
 FQ0306'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEND NO 1 1958,
 FQ0306'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 FQ0306'THE GROUND AND 1 FOOT SOUTH OF A CAIRN.
 FQ0306'
 FQ0306'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEND NO 2 1958,
 FQ0306'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 FQ0306'INCHES AND IS 2 FEET EAST OF A WIRE FENCE.
 FQ0306
 FQ0306                          STATION RECOVERY (1958)
 FQ0306
 FQ0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0306'3.9 MI W FROM FLAGSTAFF.
 FQ0306'3.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0306'DEPOT IN FLAGSTAFF TO A T-ROAD ON THE LEFT AT THE TOP OF A GRADE AND
 FQ0306'JUST AFTER PASSING A MOTEL, CONTINUE ON THE HIGHWAY FOR ABOUT 100
 FQ0306'YARDS, TURN LEFT OF THE HIGHWAY AND GO SOUTH ALONG THE EAST SIDE OF A
 FQ0306'WIRE FENCE ABOUT 100 YARDS, ABOUT 300 FEET SOUTH OF THE HIGHWAY, ABOUT
 FQ0306'300 FEET WEST OF A GRADED GRAVEL ROAD, 14 FEET EAST OF A WIRE FENCE,
 FQ0306'13 FEET EAST OF A WITNESS SIGN AND SET IN THE TOP OF A 12 INCH SQUARE
 FQ0306'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  NOTE-- DETAILED DESCRIPTION
 FQ0306'SHOULD READ 2.7 MILES WEST ALONG U.S HIGHWAYS 66 AND 89 FROM THE SANTA
 FQ0306'FE RR DEPOT IN FLAGSTAFF.
 FQ0306
 FQ0306                          STATION RECOVERY (1966)
 FQ0306
 FQ0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 FQ0306'THE STATION R.M. 1, R.M. 2 WERE RECOVERED AS DESCRIBED IN THE
 FQ0306'1958 DESCRIPTION IN GOOD CONDITION.
 FQ0306
 FQ0306                          STATION RECOVERY (1974)
 FQ0306
 FQ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0306'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0306'DESCRIBED AND FOUND IN GOOD CONDITION.  DUE TO AN ERROR IN THE
 FQ0306'MILAGE IN THE 1958 DESCRIPTION A NEW ROUTE IS GIVEN.
 FQ0306'
 FQ0306'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN FLAGSTAFF,
 FQ0306'GO WEST ALONG U.S. 66 AND 89 FOR 2.8 MILES TO A GRADED ROAD LEFT
 FQ0306'AT TOP OF A GRADE PER SIGNS, TURKEY BUTTE 24, WOODY MT. 6.  THE
 FQ0306'STATION IS ABOUT 75 YARDS SOUTHWEST OF THIS INTERSECTION.
 FQ0306'
 FQ0306'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0306'3 MILES WEST OF FLAGSTAFF.
 FQ0306
 FQ0306                          STATION RECOVERY (1982)
 FQ0306
 FQ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0306'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0306'2.4 KM (1.5 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0306'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 3.2
 FQ0306'KM (2.0 MI) WEST ALONG US HIGHWAYS 66 AND 89, IN THE SOUTHWEST CORNER
 FQ0306'OF THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO WOODY MOUNTAIN,
 FQ0306'0.6 KM (0.4 MI) EAST OF THE FLAGSTAFF CITY LIMITS SIGN, 59.2 METERS
 FQ0306'(194.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 78.7 METERS (258.0 FT)
 FQ0306'WEST OF THE ROAD, 31.7 METERS (104.0 FT) NORTH OF PEND REFERENCE MARK
 FQ0306'NUMBER 2, 39.5 METERS (129.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 FQ0306'THE MARK IS 4.0 METERS  E FROM A WITNESS POST.
 FQ0306'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0306
 FQ0306                          STATION RECOVERY (1982)
 FQ0306
 FQ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0306'RECOVERED IN GOOD CONDITION.
 FQ0306
 FQ0306                          STATION RECOVERY (1983)
 FQ0306
 FQ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0306'RECOVERED IN GOOD CONDITION.
 FQ0306
 FQ0306                          STATION RECOVERY (2005)
 FQ0306
 FQ0306'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0306'RECOVERED AS DESCRIBED
 FQ0306
 FQ0306                          STATION RECOVERY (2007)
 FQ0306
 FQ0306'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0306'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 FQ0306'DESCRIBED, AND DID NOT FIND REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0308 ***********************************************************************
 FQ0308  DESIGNATION -  PEND RM 1
 FQ0308  PID         -  FQ0308
 FQ0308  STATE/COUNTY-  AZ/COCONINO
 FQ0308  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0308
 FQ0308                         *CURRENT SURVEY CONTROL
 FQ0308  ___________________________________________________________________
 FQ0308* NAD 83(1986)-  35 11 18.     (N)    111 41 28.     (W)     SCALED    
 FQ0308* NAVD 88     -      2159.361  (meters)    7084.50   (feet)  ADJUSTED  
 FQ0308  ___________________________________________________________________
 FQ0308  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0308  DYNAMIC HT  -        2156.272 (meters)    7074.37  (feet)  COMP
 FQ0308  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 FQ0308
 FQ0308  VERT ORDER  -  SECOND    CLASS 0
 FQ0308
 FQ0308.The horizontal coordinates were scaled from a topographic map and have
 FQ0308.an estimated accuracy of +/- 6 seconds.
 FQ0308
 FQ0308.The orthometric height was determined by differential leveling
 FQ0308.and adjusted in June 1991.
 FQ0308
 FQ0308.The geoid height was determined by GEOID03.
 FQ0308
 FQ0308.The dynamic height is computed by dividing the NAVD 88
 FQ0308.geopotential number by the normal gravity value computed on the
 FQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0308.degrees latitude (g = 980.6199 gals.).
 FQ0308
 FQ0308.The modeled gravity was interpolated from observed gravity values.
 FQ0308
 FQ0308;                    North         East    Units  Estimated Accuracy
 FQ0308;SPC AZ C     -   464,490.      233,900.      MT  (+/- 180 meters Scaled)
 FQ0308
 FQ0308                          SUPERSEDED SURVEY CONTROL
 FQ0308
 FQ0308  NGVD 29 (??/??/92) 2158.309  (m)         7081.05   (f) ADJ UNCH    2 0
 FQ0308
 FQ0308.Superseded values are not recommended for survey control.
 FQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0308.See file dsdata.txt to determine how the superseded data were derived.
 FQ0308
 FQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD370941(NAD 83)
 FQ0308_MARKER: DR = REFERENCE MARK DISK
 FQ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0308_STAMPING: PEND NO 1 1958
 FQ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0308+STABILITY: SURFACE MOTION
 FQ0308
 FQ0308  HISTORY     - Date     Condition        Report By
 FQ0308  HISTORY     - 1958     MONUMENTED       CGS
 FQ0308  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0308  HISTORY     - 1982     MARK NOT FOUND   NGS
 FQ0308  HISTORY     - 20071112 MARK NOT FOUND   GEOCAC
 FQ0308
 FQ0308                          STATION DESCRIPTION
 FQ0308
 FQ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0308'3.9 MI W FROM FLAGSTAFF.
 FQ0308'3.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0308'DEPOT IN FLAGSTAFF TO A T-ROAD ON THE LEFT AT THE TOP OF A GRADE AND
 FQ0308'JUST AFTER PASSING A MOTEL, CONTINUE ON THE HIGHWAY FOR ABOUT 100
 FQ0308'YARDS, TURN LEFT OFF THE HIGHWAY AND GO SOUTH ALONG THE EAST SIDE OF A
 FQ0308'WIRE FENCE ABOUT 100 YARDS, 1 FOOT SOUTH OF A CAIRN AND SET IN THE TOP
 FQ0308'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FQ0308
 FQ0308                          STATION RECOVERY (1982)
 FQ0308
 FQ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0308'NOT RECOVERED.
 FQ0308
 FQ0308                          STATION RECOVERY (1982)
 FQ0308
 FQ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0308'NOT RECOVERED.
 FQ0308
 FQ0308                          STATION RECOVERY (2007)
 FQ0308
 FQ0308'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0308'DID NOT FIND THE MARK. AT THE DESCRIBED DISTANCE AND DIRECTION FROM
 FQ0308'STATION PEND (FQ0306) FOUND AN OPEN FIELD AND DID NOT FIND THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0307 ***********************************************************************
 FQ0307  DESIGNATION -  PEND RM 2
 FQ0307  PID         -  FQ0307
 FQ0307  STATE/COUNTY-  AZ/COCONINO
 FQ0307  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0307
 FQ0307                         *CURRENT SURVEY CONTROL
 FQ0307  ___________________________________________________________________
 FQ0307* NAD 83(1986)-  35 11 18.     (N)    111 41 28.     (W)     SCALED    
 FQ0307* NAVD 88     -      2160.783  (meters)    7089.17   (feet)  ADJUSTED  
 FQ0307  ___________________________________________________________________
 FQ0307  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0307  DYNAMIC HT  -        2157.692 (meters)    7079.03  (feet)  COMP
 FQ0307  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 FQ0307
 FQ0307  VERT ORDER  -  FIRST     CLASS II
 FQ0307
 FQ0307.The horizontal coordinates were scaled from a topographic map and have
 FQ0307.an estimated accuracy of +/- 6 seconds.
 FQ0307
 FQ0307.The orthometric height was determined by differential leveling
 FQ0307.and adjusted in June 1991.
 FQ0307
 FQ0307.The geoid height was determined by GEOID03.
 FQ0307
 FQ0307.The dynamic height is computed by dividing the NAVD 88
 FQ0307.geopotential number by the normal gravity value computed on the
 FQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0307.degrees latitude (g = 980.6199 gals.).
 FQ0307
 FQ0307.The modeled gravity was interpolated from observed gravity values.
 FQ0307
 FQ0307;                    North         East    Units  Estimated Accuracy
 FQ0307;SPC AZ C     -   464,490.      233,900.      MT  (+/- 180 meters Scaled)
 FQ0307
 FQ0307                          SUPERSEDED SURVEY CONTROL
 FQ0307
 FQ0307  NGVD 29 (??/??/92) 2159.731  (m)         7085.72   (f) ADJ UNCH    1 2
 FQ0307
 FQ0307.Superseded values are not recommended for survey control.
 FQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0307.See file dsdata.txt to determine how the superseded data were derived.
 FQ0307
 FQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD370941(NAD 83)
 FQ0307_MARKER: DR = REFERENCE MARK DISK
 FQ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0307_STAMPING: PEND NO 2 1958
 FQ0307_MARK LOGO: CGS   
 FQ0307_PROJECTION: PROJECTING 10 CENTIMETERS
 FQ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0307+STABILITY: SURFACE MOTION
 FQ0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0307+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 FQ0307
 FQ0307  HISTORY     - Date     Condition        Report By
 FQ0307  HISTORY     - 1958     MONUMENTED       CGS
 FQ0307  HISTORY     - 1982     GOOD             NGS
 FQ0307  HISTORY     - 1982     GOOD             NGS
 FQ0307  HISTORY     - 1983     GOOD             NGS
 FQ0307  HISTORY     - 20050929 GOOD             USPSQD
 FQ0307  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0307
 FQ0307                          STATION DESCRIPTION
 FQ0307
 FQ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0307'3.9 MI W FROM FLAGSTAFF.
 FQ0307'3.9 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0307'DEPOT IN FLAGSTAFF TO A T-ROAD ON THE LEFT AT THE TOP OF A GRADE AND
 FQ0307'JUST AFTER PASSING A MOTEL, CONTINUE ON THE HIGHWAY FOR ABOUT 100
 FQ0307'YARDS, TURN LEFT OFF THE HIGHWAY AND GO SOUTH ALONG THE EAST SIDE OF A
 FQ0307'WIRE FENCE FOR ABOUT 100 YARDS, 2 FEET EAST OF A WIRE FENCE AND SET IN
 FQ0307'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 FQ0307
 FQ0307                          STATION RECOVERY (1982)
 FQ0307
 FQ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0307'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0307'2.4 KM (1.5 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0307'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 3.2
 FQ0307'KM (2.0 MI) WEST ALONG US HIGHWAYS 66 AND 89, IN THE SOUTHWEST CORNER
 FQ0307'OF THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO WOODY MOUNTAIN,
 FQ0307'O.6 KM (0.4 MI) EAST OF THE FLAGSTAFF CITY LIMITS SIGN, 90.9 METERS
 FQ0307'(298.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 79.6 METERS (261.0 FT)
 FQ0307'WEST OF THE ROAD, 71.2 METERS (233.5 FT) SOUTH OF THE RIGHT OF WAY
 FQ0307'FENCE, 31.7 METERS (104.0 FT) SOUTH OF STATION PEND.
 FQ0307'THE MARK IS 30.5 METERS  S FROM A WITNESS POST.
 FQ0307'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0307
 FQ0307                          STATION RECOVERY (1982)
 FQ0307
 FQ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0307'RECOVERED IN GOOD CONDITION.
 FQ0307
 FQ0307                          STATION RECOVERY (1983)
 FQ0307
 FQ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0307'RECOVERED IN GOOD CONDITION.
 FQ0307
 FQ0307                          STATION RECOVERY (2005)
 FQ0307
 FQ0307'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0307'RECOVERED AS DESCRIBED
 FQ0307
 FQ0307                          STATION RECOVERY (2007)
 FQ0307
 FQ0307'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0307'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 FQ0307'33 11 17.5 (N)   111 41 28.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0237 ***********************************************************************
 FR0237  FBN         -  This is a Federal Base Network Control Station.
 FR0237  DESIGNATION -  PENE
 FR0237  PID         -  FR0237
 FR0237  STATE/COUNTY-  AZ/YAVAPAI
 FR0237  USGS QUAD   -  CROOKTON (1973)
 FR0237
 FR0237                         *CURRENT SURVEY CONTROL
 FR0237  ___________________________________________________________________
 FR0237* NAD 83(2007)-  35 15 02.87588(N)    112 38 05.33551(W)     ADJUSTED  
 FR0237* NAVD 88     -      1597.593  (meters)    5241.44   (feet)  ADJUSTED  
 FR0237  ___________________________________________________________________
 FR0237  EPOCH DATE  -        2007.00
 FR0237  X           -  -2,007,295.308 (meters)                     COMP
 FR0237  Y           -  -4,813,970.245 (meters)                     COMP
 FR0237  Z           -   3,661,531.786 (meters)                     COMP
 FR0237  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 FR0237  ELLIP HEIGHT-        1572.380 (meters)          (02/10/07) ADJUSTED
 FR0237  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 FR0237  DYNAMIC HT  -        1595.476 (meters)    5234.49  (feet)  COMP
 FR0237
 FR0237  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0237  Type    PID    Designation                      North   East  Ellip
 FR0237  -------------------------------------------------------------------
 FR0237  NETWORK FR0237 PENE                              0.24   0.22   0.67
 FR0237  -------------------------------------------------------------------
 FR0237  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 FR0237
 FR0237  VERT ORDER  -  FIRST     CLASS II
 FR0237
 FR0237.The horizontal coordinates were established by GPS observations
 FR0237.and adjusted by the National Geodetic Survey in February 2007.
 FR0237
 FR0237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0237.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0237.The horizontal coordinates are valid at the epoch date displayed above.
 FR0237.The epoch date for horizontal control is a decimal equivalence
 FR0237.of Year/Month/Day.
 FR0237
 FR0237.The orthometric height was determined by differential leveling
 FR0237.and adjusted in June 1991.
 FR0237
 FR0237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0237
 FR0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0237
 FR0237.The ellipsoidal height was determined by GPS observations
 FR0237.and is referenced to NAD 83.
 FR0237
 FR0237.The geoid height was determined by GEOID03.
 FR0237
 FR0237.The dynamic height is computed by dividing the NAVD 88
 FR0237.geopotential number by the normal gravity value computed on the
 FR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0237.degrees latitude (g = 980.6199 gals.).
 FR0237
 FR0237.The modeled gravity was interpolated from observed gravity values.
 FR0237
 FR0237;                    North         East     Units Scale Factor Converg.
 FR0237;SPC AZ C     -   471,632.168   148,008.135   MT  0.99995262   -0 24 52.2
 FR0237;SPC AZ C     - 1,547,349.63    485,590.99   iFT  0.99995262   -0 24 52.2
 FR0237;UTM  12      - 3,902,081.114   351,270.201   MT  0.99987261   -0 56 37.4
 FR0237
 FR0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0237!SPC AZ C     -   0.99975326  x   0.99995262  =   0.99970589
 FR0237!UTM  12      -   0.99975326  x   0.99987261  =   0.99962590
 FR0237
 FR0237|---------------------------------------------------------------------|
 FR0237| PID    Reference Object                     Distance      Geod. Az  |
 FR0237|                                                           dddmmss.s |
 FR0237| FR0238 PENE RM 1                            10.493 METERS 12140     |
 FR0237| FR0892 CROOKTON ATT CO RELAY TOWER         APPROX. 7.3 KM 2943945.2 |
 FR0237| FR0236 PENE RM 2                            10.572 METERS 29835     |
 FR0237| FR0235 PENE AZ MK                                         3010554.4 |
 FR0237|---------------------------------------------------------------------|
 FR0237
 FR0237                          SUPERSEDED SURVEY CONTROL
 FR0237
 FR0237  ELLIP H (09/30/99) 1572.376  (m)                       GP(       ) 3 1
 FR0237  NAD 83(1992)-  35 15 02.87410(N)    112 38 05.32784(W) AD(       ) B
 FR0237  NAD 83(1992)-  35 15 02.87594(N)    112 38 05.33505(W) AD(       ) A
 FR0237  ELLIP H (09/30/92) 1572.403  (m)                       GP(       ) 2 1
 FR0237  NAD 83(1986)-  35 15 02.87410(N)    112 38 05.32784(W) AD(       ) 2
 FR0237  NAD 27      -  35 15 02.83950(N)    112 38 02.68920(W) AD(       ) 2
 FR0237  NAVD 88 (10/04/01) 1597.59   (m)         5241.4    (f) LEVELING    3  
 FR0237  NAVD 88 (09/30/92) 1597.59   (m)         5241.4    (f) LEVELING    3  
 FR0237  NGVD 29 (??/??/92) 1596.688  (m)         5238.47   (f) ADJ UNCH    1 2
 FR0237
 FR0237.Superseded values are not recommended for survey control.
 FR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0237.See file dsdata.txt to determine how the superseded data were derived.
 FR0237
 FR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE5127002081(NAD 83)
 FR0237_MARKER: DE = TRAVERSE STATION DISK
 FR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0237_SP_SET: CONCRETE POST
 FR0237_STAMPING: PENE 1962
 FR0237_MARK LOGO: CGS   
 FR0237_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 FR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0237+STABILITY: SURFACE MOTION
 FR0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0237+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2008
 FR0237
 FR0237  HISTORY     - Date     Condition        Report By
 FR0237  HISTORY     - 1962     MONUMENTED       CGS
 FR0237  HISTORY     - 1962     GOOD             CGS
 FR0237  HISTORY     - 1973     GOOD             USGS
 FR0237  HISTORY     - 1982     GOOD             NGS
 FR0237  HISTORY     - 19911211 GOOD             NGS
 FR0237  HISTORY     - 19920324 GOOD
 FR0237  HISTORY     - 19981113 GOOD             NGS
 FR0237  HISTORY     - 19981113 GOOD             NGS
 FR0237  HISTORY     - 19990426 GOOD             NGS
 FR0237  HISTORY     - 20030226 GOOD             NGS
 FR0237  HISTORY     - 20080320 GOOD             STANTI
 FR0237
 FR0237                          STATION DESCRIPTION
 FR0237
 FR0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0237'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SELIGMAN, ABOUT
 FR0237'9 MILES NORTHWEST OF ASH FORK AND IS ON THE SOUTH SIDE OF U.S.
 FR0237'HIGHWAY 66.
 FR0237'
 FR0237'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO SOUTH
 FR0237'FOR 0.05 MILE, TURN LEFT, GO SOUTHEAST ON U.S. HIGHWAY 66 FOR
 FR0237'9.2 MILES TO THE CROOKTON OVERPASS, CONTINUE SOUTH ON U.S.
 FR0237'HIGHWAY 66 FOR 5.65 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FR0237'CONTINUE SOUTHEAST ON U.S. HIGHWAY 66 FOR 0.7 MILE TO THE
 FR0237'STATION ON THE RIGHT.
 FR0237'
 FR0237'STATION MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF A 12
 FR0237'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 FR0237'STAMPED PENE 1962.  THE MARK IS 96 FEET SOUTH OF CENTER OF
 FR0237'U.S. HIGHWAY 66, 78 FEET WEST OF TELEPHONE POLE, 84 FEET
 FR0237'EAST OF TELEPHONE POLE, 4 FEET NORTH OF FENCE AND 3.5 FEET
 FR0237'NORTH-NORTHEAST OF WITNESS POST.
 FR0237'
 FR0237'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 FR0237'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 FR0237'STAMPED PENE NO 1 1962.  THE MARK IS 98 FEET SOUTH OF THE
 FR0237'CENTER OF U.S. HIGHWAY 66, 44 FEET WEST OF A TELEPHONE POLE,
 FR0237'35.2 FEET EAST OF WITNESS POST AND 2 FEET NORTH OF FENCE.
 FR0237'
 FR0237'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF
 FR0237'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND
 FR0237'IS STAMPED PENE NO 2 1962.  THE MARK IS 97 FEET SOUTH OF THE
 FR0237'CENTER OF U.S. HIGHWAY 66, 49 FEET EAST OF A TELEPHONE POLE,
 FR0237'34.2 FEET WEST OF WITNESS POST AND 4.5 FEET NORTH OF FENCE.
 FR0237'
 FR0237'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0237'TOP OF A BOULDER WHICH IS ABOUT 2 X 3 FEET, PROJECTS 2 FEET
 FR0237'AND THE DISK IS STAMPED PENE 1962.  THE MARK IS 88 FEET NORTH
 FR0237'OF THE CENTER OF U.S. HIGHWAY 66, 12 FEET SOUTH OF FENCE AND
 FR0237'1.7 FEET SOUTHWEST OF WITNESS POST.
 FR0237'
 FR0237'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0237
 FR0237                          STATION RECOVERY (1962)
 FR0237
 FR0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0237'8.95 MI W FROM ASH FORK.
 FR0237'8.95 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0237'SANTA FE RAILWAY STATION AT ASH FORK, 96 FEET SOUTH OF THE CENTER OF
 FR0237'U.S. HIGHWAY 66, 4 FEET NORTH OF A FENCE, 83 FEET EAST OF A TELEPHONE
 FR0237'POLE, 78.5 FEET WEST OF A TELEPHONE POLE, 3.5 FEET NORTH OF A METAL
 FR0237'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A
 FR0237'CONCRETE POST PROJECTING 6 INCHES.
 FR0237
 FR0237                          STATION RECOVERY (1973)
 FR0237
 FR0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DDS)
 FR0237'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST
 FR0237'BOUND TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2 MILES WEST
 FR0237'TO THE CROOKTON OVERPASS, THENCE 3.4 MILES NORTHWEST ON OLD
 FR0237'U.S. HWY. 66.  96 FT SOUTH OF THE CENTERLINE OF THE ROAD, 83 FT.
 FR0237'EAST OF A TELEPHONE POLE, 4 FT. NORTH OF A FENCE, 78.5 FT. WEST
 FR0237'OF A TELEPHONE POLE, 3.5 FT NORTH OF A METAL WITNESS POST,
 FR0237'ABOUT LEVEL WITH THE ROAD AND SET IN TOP OF A CONCRETE POST
 FR0237'PROJECTING 0.5 FT.
 FR0237'
 FR0237'PENE R.M. 1 1962,--0.1 MILE NORTH FROM THE POST OFFICE AT ASH
 FR0237'FORK TO THE WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE
 FR0237'6.2 MILES WEST TO THE CROOKTON OVERPASS, THENCE 3.4 MILES
 FR0237'NORTHWEST ON OLD U.S. HWY. 66.  98 FT. SOUTH OF THE CENTERLINE
 FR0237'OF THE ROAD, 2 FT. NORTH OF A FENCE, 34.4 FT. EAST OF TRAVERSE
 FR0237'STATION PENE, 44 FT. WEST OF A TELEPHONE POLE, 35.1 FT. EAST
 FR0237'OF A METAL WITNESS POST, SET IN TOP OF A CONCRETE POST
 FR0237'PROJECTING 0.5 FT.
 FR0237'
 FR0237'PENE R.M. 2, 1962,--0.1 MILE NORTH FROM THE POST OFFICE AT ASH
 FR0237'FORK TO THE WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40,
 FR0237'THENCE 6.2 MILES WEST TO THE CROOKTON OVERPASS, THENCE 3.4
 FR0237'MILES NORTHWEST ON OLD U.S. HWY. 66.  96 FT. SOUTH OF THE
 FR0237'CENTERLINE OF THE ROAD, 34.7 FT. WEST OF TRAVERSE STATION PENE,
 FR0237'4 FT. NORTH OF THE FENCE, 49 FT. EAST OF A TELEPHONE POLE,
 FR0237'34.2 FT. WEST OF A METAL WITNESS POST AND IS SET IN TOP OF A
 FR0237'CONCRETE POST PROJECTING 0.5 FT.
 FR0237'
 FR0237'PENE AZIMUTH,--0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO
 FR0237'THE WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 6.2
 FR0237'MILES WEST TO THE CROOKTON OVERPASS, THENCE 4.1 MILES NORTHWEST
 FR0237'ON OLD U.S. HWY. 66.  SET IN TOP OF A 2 X 3 FOOT OUTCROPPING
 FR0237'ROCK WHICH PROJECTS ABOUT 1.5 FT., 88 FT. NORTH OF THE CENTERLINE
 FR0237'OF THE ROAD, 11 FT. SOUTH OF A FENCE, 1.6 FT. SOUTH OF A METAL
 FR0237'WITNESS POST, AND ABOUT 2 FT. ABOVE THE ROAD.
 FR0237
 FR0237                          STATION RECOVERY (1982)
 FR0237
 FR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0237'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FR0237'23.6 KM (14.7 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0237'AND SANTA FE RAILROAD STATION IN SELIGMAN, NEAR THE HIGHEST POINT IN
 FR0237'THE HIGHWAY, 29.2 METERS (96 FT) SOUTH OF THE CENTERLINE OF THE
 FR0237'HIGHWAY, 1.2 METERS (4 FT) NORTH OF A FENCE.
 FR0237'THE MARK IS 1 METERS  N FROM A WITNESS POST.
 FR0237
 FR0237                          STATION RECOVERY (1991)
 FR0237
 FR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FR0237'THE STATION IS LOCATED ABOUT 25 KM (15.5 MI) SOUTHEAST OF SELIGMAN, 15
 FR0237'KM (9.3 MI) NORTHWEST OF ASH FORK, ALONG OLD HIGHWAY 66, AT THE CREST
 FR0237'OF A LOW RISE, ACROSS HIGHWAY FROM A GATED GRAVEL ROAD LEADING TO A
 FR0237'RESIDENCE, ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT OF
 FR0237'TRANSPORTATION.
 FR0237'TO REACH THE STATION FROM THE TOP OF THE OVERPASS AT THE JUNCTION OF
 FR0237'INTERSTATE HIGHWAY 40 AND CROOKTON ROAD (EXIT 139), ABOUT 10 KM
 FR0237'(6.2 MI) WEST OF ASH FORK, GO NORTH, THEN NORTHWEST, ON OLD HIGHWAY
 FR0237'FOR 5.12 KM (3.18 MI) TO TOP OF SLIGHT RISE, A GRAVEL ROAD RIGHT AND
 FR0237'STATION ON THE LEFT.
 FR0237'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 FR0237'PROJECTING 2 CM ABOVE GROUND.  LOCATED 29.2 M (95.8 FT) SOUTHWEST OF
 FR0237'AND LEVEL WITH THE HIGHWAY CENTER, 13.5 M (44.3 FT) NORTHWEST OF THE
 FR0237'EXTENDED CENTER OF THE GRAVEL ROAD ACROSS THE HIGHWAY AND 1.2 M
 FR0237'(3.9 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE AND A METAL WITNESS POST
 FR0237'SANS SIGN.
 FR0237'DESCRIBED BY G.R. HEID.
 FR0237
 FR0237                          STATION RECOVERY (1992)
 FR0237
 FR0237'RECOVERED 1992
 FR0237'RECOVERED IN GOOD CONDITION.
 FR0237
 FR0237                          STATION RECOVERY (1998)
 FR0237
 FR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FR0237'RECOVERED AS DESCRIBED.
 FR0237
 FR0237                          STATION RECOVERY (1998)
 FR0237
 FR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 FR0237'RECOVERED IN GOOD CONDITION.
 FR0237
 FR0237                          STATION RECOVERY (1999)
 FR0237
 FR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FR0237'RECOVERED AS DESCRIBED.
 FR0237
 FR0237                          STATION RECOVERY (2003)
 FR0237
 FR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 FR0237'RECOVERED IN GOOD CONDITION.
 FR0237
 FR0237                          STATION RECOVERY (2008)
 FR0237
 FR0237'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (KRJ)
 FR0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0235 ***********************************************************************
 FR0235  DESIGNATION -  PENE AZ MK
 FR0235  PID         -  FR0235
 FR0235  STATE/COUNTY-  AZ/YAVAPAI
 FR0235  USGS QUAD   -  CROOKTON (1973)
 FR0235
 FR0235                         *CURRENT SURVEY CONTROL
 FR0235  ___________________________________________________________________
 FR0235* NAD 83(1986)-  35 15 21.     (N)    112 38 42.     (W)     SCALED    
 FR0235* NAVD 88     -      1609.130  (meters)    5279.29   (feet)  ADJUSTED  
 FR0235  ___________________________________________________________________
 FR0235  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 FR0235  DYNAMIC HT  -        1606.994 (meters)    5272.28  (feet)  COMP
 FR0235  MODELED GRAV-     979,249.7   (mgal)                       NAVD 88
 FR0235
 FR0235  VERT ORDER  -  FIRST     CLASS II
 FR0235
 FR0235.The horizontal coordinates were scaled from a topographic map and have
 FR0235.an estimated accuracy of +/- 6 seconds.
 FR0235
 FR0235.The orthometric height was determined by differential leveling
 FR0235.and adjusted in June 1991.
 FR0235
 FR0235.The geoid height was determined by GEOID03.
 FR0235
 FR0235.The dynamic height is computed by dividing the NAVD 88
 FR0235.geopotential number by the normal gravity value computed on the
 FR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0235.degrees latitude (g = 980.6199 gals.).
 FR0235
 FR0235.The modeled gravity was interpolated from observed gravity values.
 FR0235
 FR0235;                    North         East    Units  Estimated Accuracy
 FR0235;SPC AZ C     -   472,200.      147,090.      MT  (+/- 180 meters Scaled)
 FR0235
 FR0235                          SUPERSEDED SURVEY CONTROL
 FR0235
 FR0235.No superseded survey control is available for this station.
 FR0235
 FR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE503026(NAD 83)
 FR0235_MARKER: DZ = AZIMUTH MARK DISK
 FR0235_SETTING: 80 = SET IN A BOULDER
 FR0235_STAMPING: PENE 1962
 FR0235_MARK LOGO: CGS   
 FR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0235+STABILITY: SURFACE MOTION
 FR0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0235+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 FR0235
 FR0235  HISTORY     - Date     Condition        Report By
 FR0235  HISTORY     - 1962     MONUMENTED       CGS
 FR0235  HISTORY     - 1982     GOOD             NGS
 FR0235  HISTORY     - 20030503 GOOD             NGS
 FR0235  HISTORY     - 20080301 GOOD             GEOCAC
 FR0235
 FR0235                          STATION DESCRIPTION
 FR0235
 FR0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0235'9.65 MI W FROM ASH FORK.
 FR0235'9.65 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0235'SANTA FE RAILWAY STATION AT ASH FORK, SET IN TOP OF A 2 BY 3 FOOT
 FR0235'OUTCROPPING ROCK WHICH PROJECTS ABOUT 18 INCHES, 88 FEET NORTH OF THE
 FR0235'CENTER OF U.S. HIGHWAY 66, 11 FEET SOUTH OF A FENCE, 1.6 FEET SOUTH OF
 FR0235'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY.
 FR0235
 FR0235                          STATION RECOVERY (1982)
 FR0235
 FR0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0235'22.5 KM (14.0 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0235'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF A 2 BY 2 FOOT
 FR0235'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 26.8 METERS (88 FT) NORTH
 FR0235'OF THE CENTERLINE OF THE HIGHWAY, 3.3 METERS (11 FT) SOUTH OF A FENCE.
 FR0235'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FR0235'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FR0235
 FR0235                          STATION RECOVERY (2003)
 FR0235
 FR0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0235'RECOVERED IN GOOD CONDITION.
 FR0235
 FR0235                          STATION RECOVERY (2008)
 FR0235
 FR0235'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0238 ***********************************************************************
 FR0238  DESIGNATION -  PENE RM 1
 FR0238  PID         -  FR0238
 FR0238  STATE/COUNTY-  AZ/YAVAPAI
 FR0238  USGS QUAD   -  CROOKTON (1973)
 FR0238
 FR0238                         *CURRENT SURVEY CONTROL
 FR0238  ___________________________________________________________________
 FR0238* NAD 83(1986)-  35 15 03.     (N)    112 38 05.     (W)     SCALED    
 FR0238* NAVD 88     -      1597.582  (meters)    5241.40   (feet)  ADJUSTED  
 FR0238  ___________________________________________________________________
 FR0238  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 FR0238  DYNAMIC HT  -        1595.465 (meters)    5234.45  (feet)  COMP
 FR0238  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 FR0238
 FR0238  VERT ORDER  -  FIRST     CLASS II
 FR0238
 FR0238.The horizontal coordinates were scaled from a topographic map and have
 FR0238.an estimated accuracy of +/- 6 seconds.
 FR0238
 FR0238.The orthometric height was determined by differential leveling
 FR0238.and adjusted in June 1991.
 FR0238
 FR0238.The geoid height was determined by GEOID03.
 FR0238
 FR0238.The dynamic height is computed by dividing the NAVD 88
 FR0238.geopotential number by the normal gravity value computed on the
 FR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0238.degrees latitude (g = 980.6199 gals.).
 FR0238
 FR0238.The modeled gravity was interpolated from observed gravity values.
 FR0238
 FR0238;                    North         East    Units  Estimated Accuracy
 FR0238;SPC AZ C     -   471,640.      148,020.      MT  (+/- 180 meters Scaled)
 FR0238
 FR0238                          SUPERSEDED SURVEY CONTROL
 FR0238
 FR0238  NGVD 29 (??/??/92) 1596.678  (m)         5238.43   (f) ADJ UNCH    1 2
 FR0238
 FR0238.Superseded values are not recommended for survey control.
 FR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0238.See file dsdata.txt to determine how the superseded data were derived.
 FR0238
 FR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE512020(NAD 83)
 FR0238_MARKER: DR = REFERENCE MARK DISK
 FR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0238_STAMPING: PENE NO 1 196I
 FR0238_MARK LOGO: CGS   
 FR0238_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0238+STABILITY: SURFACE MOTION
 FR0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0238+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0238
 FR0238  HISTORY     - Date     Condition        Report By
 FR0238  HISTORY     - 1962     MONUMENTED       CGS
 FR0238  HISTORY     - 1982     GOOD             NGS
 FR0238  HISTORY     - 20030503 GOOD             NGS
 FR0238
 FR0238                          STATION DESCRIPTION
 FR0238
 FR0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0238'8.95 MI W FROM ASH FORK.
 FR0238'8.95 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON TOPEKA AND
 FR0238'SANTA FE RAILWAY STATION AT ASH FORK, 98 FEET SOUTH OF THE CENTER LINE
 FR0238'OF U.S. HIGHWAY 66, 2 FEET NORTH OF A FENCE, 34.4 FEET EAST OF
 FR0238'TRAVERSE STATION PENE, 44 FEET WEST OF A TELEPHONE POLE, 35.1 FEET
 FR0238'EAST OF A METAL WITNESS POST, AND IS SET IN TOP OF A CONCRETE POST
 FR0238'PROJECTING 6 INCHES.
 FR0238
 FR0238                          STATION RECOVERY (1982)
 FR0238
 FR0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0238'23.6 KM (14.7 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0238'AND SANTA FE RAILROAD STATION IN SELIGMAN, 29.2 METERS (96 FT) SOUTH
 FR0238'OF THE CENTERLINE OF THE HIGHWAY, 21 METERS (69.1 FT) EAST OF PENE RM
 FR0238'2, 10.2 METERS (34.4 FT) EAST OF STATION PENE, 1.2 METERS (4 FT) NORTH
 FR0238'OF A FENCE.
 FR0238'THE MARK IS 10.2 METERS  E FROM A WITNESS POST.
 FR0238'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FR0238
 FR0238                          STATION RECOVERY (2003)
 FR0238
 FR0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0236 ***********************************************************************
 FR0236  DESIGNATION -  PENE RM 2
 FR0236  PID         -  FR0236
 FR0236  STATE/COUNTY-  AZ/YAVAPAI
 FR0236  USGS QUAD   -  CROOKTON (1973)
 FR0236
 FR0236                         *CURRENT SURVEY CONTROL
 FR0236  ___________________________________________________________________
 FR0236* NAD 83(1986)-  35 15 03.     (N)    112 38 05.     (W)     SCALED    
 FR0236* NAVD 88     -      1597.703  (meters)    5241.80   (feet)  ADJUSTED  
 FR0236  ___________________________________________________________________
 FR0236  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 FR0236  DYNAMIC HT  -        1595.586 (meters)    5234.85  (feet)  COMP
 FR0236  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 FR0236
 FR0236  VERT ORDER  -  FIRST     CLASS II
 FR0236
 FR0236.The horizontal coordinates were scaled from a topographic map and have
 FR0236.an estimated accuracy of +/- 6 seconds.
 FR0236
 FR0236.The orthometric height was determined by differential leveling
 FR0236.and adjusted in June 1991.
 FR0236
 FR0236.The geoid height was determined by GEOID03.
 FR0236
 FR0236.The dynamic height is computed by dividing the NAVD 88
 FR0236.geopotential number by the normal gravity value computed on the
 FR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0236.degrees latitude (g = 980.6199 gals.).
 FR0236
 FR0236.The modeled gravity was interpolated from observed gravity values.
 FR0236
 FR0236;                    North         East    Units  Estimated Accuracy
 FR0236;SPC AZ C     -   471,640.      148,020.      MT  (+/- 180 meters Scaled)
 FR0236
 FR0236                          SUPERSEDED SURVEY CONTROL
 FR0236
 FR0236  NGVD 29 (??/??/92) 1596.797  (m)         5238.82   (f) ADJ UNCH    1 2
 FR0236
 FR0236.Superseded values are not recommended for survey control.
 FR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0236.See file dsdata.txt to determine how the superseded data were derived.
 FR0236
 FR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE512020(NAD 83)
 FR0236_MARKER: DR = REFERENCE MARK DISK
 FR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0236_STAMPING: PENE NO 2 1962
 FR0236_MARK LOGO: CGS   
 FR0236_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0236+STABILITY: SURFACE MOTION
 FR0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0236+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 FR0236
 FR0236  HISTORY     - Date     Condition        Report By
 FR0236  HISTORY     - 1962     MONUMENTED       CGS
 FR0236  HISTORY     - 1982     GOOD             NGS
 FR0236  HISTORY     - 20030503 GOOD             NGS
 FR0236
 FR0236                          STATION DESCRIPTION
 FR0236
 FR0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0236'8.95 MI W FROM ASH FORK.
 FR0236'8.95 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON TOPEKA AND
 FR0236'SANTA FE RAILWAY STATION AT ASH FORK, 96 FEET SOUTH OF THE CENTER LINE
 FR0236'OF U.S. HIGHWAY 66, 34.7 FEET WEST OF TRAVERSE STATION PENE, 4 FEET
 FR0236'NORTH OF THE FENCE, 49 FEET EAST OF A TELEPHONE POLE, 34.2 FEET WEST
 FR0236'OF A METAL WITNESS POST, AND IS SET IN TOP OF A CONCRETE POST
 FR0236'PROJECTING 6 INCHES.
 FR0236
 FR0236                          STATION RECOVERY (1982)
 FR0236
 FR0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0236'23.6 KM (14.7 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0236'AND SANTA FE RAILROAD STATION IN SELIGMAN, ABOUT 0.35 MILE NORTHWEST
 FR0236'OF SOME PIPELINE RISERS, NEAR THE HIGHEST POINT IN THE HIGHWAY, 29.2
 FR0236'METERS (96 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.3 METERS
 FR0236'(34.7 FT) WEST OF STATION PENE, 1.2 METERS (4 FT) NORTH OF A FENCE.
 FR0236'THE MARK IS 34 METERS  W FROM A WITNESS POST.
 FR0236'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FR0236
 FR0236                          STATION RECOVERY (2003)
 FR0236
 FR0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0522 ***********************************************************************
 CY0522  DESIGNATION -  PENNY
 CY0522  PID         -  CY0522
 CY0522  STATE/COUNTY-  AZ/COCHISE
 CY0522  USGS QUAD   -  LUZENA (1979)
 CY0522
 CY0522                         *CURRENT SURVEY CONTROL
 CY0522  ___________________________________________________________________
 CY0522* NAD 83(1992)-  32 20 49.91633(N)    109 35 51.13898(W)     ADJUSTED  
 CY0522* NAVD 88     -      1220.730  (meters)    4005.01   (feet)  ADJUSTED  
 CY0522  ___________________________________________________________________
 CY0522  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CY0522  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0522  DYNAMIC HT  -        1218.926 (meters)    3999.09  (feet)  COMP
 CY0522  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 CY0522
 CY0522  HORZ ORDER  -  SECOND
 CY0522  VERT ORDER  -  FIRST     CLASS II
 CY0522
 CY0522.The horizontal coordinates were established by classical geodetic methods
 CY0522.and adjusted by the National Geodetic Survey in August 1993.
 CY0522
 CY0522.The orthometric height was determined by differential leveling
 CY0522.and adjusted in June 1991.
 CY0522
 CY0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0522
 CY0522.The geoid height was determined by GEOID03.
 CY0522
 CY0522.The dynamic height is computed by dividing the NAVD 88
 CY0522.geopotential number by the normal gravity value computed on the
 CY0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0522.degrees latitude (g = 980.6199 gals.).
 CY0522
 CY0522.The modeled gravity was interpolated from observed gravity values.
 CY0522
 CY0522;                    North         East     Units Scale Factor Converg.
 CY0522;SPC AZ E     -   149,506.375   266,930.080   MT  0.99993538   +0 18 16.3
 CY0522;SPC AZ E     -   490,506.48    875,754.86   iFT  0.99993538   +0 18 16.3
 CY0522;UTM  12      - 3,579,785.454   631,974.035   MT  0.99981478   +0 45 01.8
 CY0522
 CY0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0522!SPC AZ E     -   0.99981257  x   0.99993538  =   0.99974796
 CY0522!UTM  12      -   0.99981257  x   0.99981478  =   0.99962739
 CY0522
 CY0522|---------------------------------------------------------------------|
 CY0522| PID    Reference Object                     Distance      Geod. Az  |
 CY0522|                                                           dddmmss.s |
 CY0522| CY0523 PENNY RM 1                           13.435 METERS 08929     |
 CY0522| CC5916 31 ARS 4109                                        1882446.8 |
 CY0522| CY0521 PENNY RM 2                           13.256 METERS 29441     |
 CY0522|---------------------------------------------------------------------|
 CY0522
 CY0522                          SUPERSEDED SURVEY CONTROL
 CY0522
 CY0522  NAD 83(1986)-  32 20 49.91131(N)    109 35 51.13644(W) AD(       ) 2
 CY0522  NAD 27      -  32 20 49.65100(N)    109 35 48.88980(W) AD(       ) 2
 CY0522  NGVD 29 (??/??/92) 1219.902  (m)         4002.30   (f) ADJ UNCH    1 2
 CY0522
 CY0522.Superseded values are not recommended for survey control.
 CY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0522.See file dsdata.txt to determine how the superseded data were derived.
 CY0522
 CY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3197479785(NAD 83)
 CY0522_MARKER: DS = TRIANGULATION STATION DISK
 CY0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0522_STAMPING: PENNY 1960
 CY0522_PROJECTION: PROJECTING 1 CENTIMETERS
 CY0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0522+STABILITY: SURFACE MOTION
 CY0522
 CY0522  HISTORY     - Date     Condition        Report By
 CY0522  HISTORY     - 1960     MONUMENTED       CGS
 CY0522  HISTORY     - 1960     GOOD             CGS
 CY0522  HISTORY     - 1967     GOOD             CGS
 CY0522  HISTORY     - 1979     GOOD             NGS
 CY0522
 CY0522                          STATION DESCRIPTION
 CY0522
 CY0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0522'STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 CY0522'86, ABOUT 6-3/4 MILES WEST OF BOWIE, ON THE HIGHEST POINT
 CY0522'OF A SHALLOW CUT-BANK OF THE HIGHWAY, IN THE NORTHWEST 1/4
 CY0522'OF SECTION 33, T 12 S, R 27 E.
 CY0522'
 CY0522'REACHED FROM THE CAUTION LIGHT, 0.1 MILE SOUTH OF THE POST
 CY0522'OFFICE, IN BOWIE BY GOING WESTERLY ON STATE HIGHWAY 86 FOR
 CY0522'6.15 MILES TO A SIDE ROAD LEFT, CONTINUE WEST ON HIGHWAY
 CY0522'86 FOR 0.3 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 CY0522'AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 86 FOR
 CY0522'0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW GRADED
 CY0522'ROAD SOUTHERLY FOR 1.1 MILES TO TOP OF SMALL KNOLL AND MARK
 CY0522'ON THE LEFT.
 CY0522'
 CY0522'STATION MARKS ARE STANDARD DISKS, STAMPED PENNY 1960.  THE
 CY0522'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0522'POST FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET NORTH
 CY0522'OF THE SOUTH EDGE OF THE CUT-BANK, 9 FEET SOUTH OF A RIGHT-OF-WAY
 CY0522'FENCE AND 3.1 FEET SOUTH OF A METAL WITNESS POST.
 CY0522'
 CY0522'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PENNY NO 1 1960,
 CY0522'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0522'3 INCHES.  IT IS 69 FEET NORTH OF THE SOUTH EDGE OF THE
 CY0522'CUT-BANK AND 1 FOOT SOUTH OF THE FENCE.
 CY0522'
 CY0522'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PENNY NO 2
 CY0522'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 CY0522'PROJECTING 3 INCHES.  IT IS 69 FEET NORTH OF THE SOUTH EDGE
 CY0522'OF THE CUT-BANK AND 1 FOOT SOUTH OF THE FENCE.
 CY0522'
 CY0522'31 ARS IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 CY0522'31 ARS 4109 1941, SET IN THE TOP OF A 6-INCH, ROUND, CONCRETE
 CY0522'POST PROJECTING 9 INCHES.  IT IS ON THE HIGHEST POINT OF
 CY0522'A LOW, ISOLATED KNOLL 32 FEET EAST OF THE CENTER OF A GRADED
 CY0522'ROAD.
 CY0522
 CY0522                          STATION RECOVERY (1960)
 CY0522
 CY0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0522'6.55 MI W FROM BOWIE.
 CY0522'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON A PAVED
 CY0522'STREET, THENCE 6.45 MILES WEST ON STATE HIGHWAY 86 TO STATION 61 NORTH
 CY0522'OF THE SOUTH EDGE OF A CUT-BANK, 9 FEET SOUTH OF THE RIGHT-OF-WAY
 CY0522'FENCE, 3.1 FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A 10-INCH
 CY0522'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CY0522
 CY0522                          STATION RECOVERY (1967)
 CY0522
 CY0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CY0522'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 CY0522'GOOD CONDITION.
 CY0522'
 CY0522'THE ROUTE DESCRIPTION IS ADEQUATE.
 CY0522
 CY0522                          STATION RECOVERY (1979)
 CY0522
 CY0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0522'11.3 KILOMETERS (7.0 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0522'RICHARDS AVENUE UNDERPASS IN BOWIE, ON TOP OF THE FIRST CUT BANK WEST
 CY0522'OF A REST AREA, 0.3 KILOMETER (0.2 MILE) WEST OF MILE POST 358,
 CY0522'28.7 METERS (94 FEET) NORTH OF THE CENTERLINE OF THE WESTBOUND
 CY0522'TRAFFIC LANE AND 3.1 METERS (10.2 FEET) SOUTH OF THE NORTH RIGHT-OF-
 CY0522'WAY FENCE.
 CY0522'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 CY0522'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0523 ***********************************************************************
 CY0523  DESIGNATION -  PENNY RM 1
 CY0523  PID         -  CY0523
 CY0523  STATE/COUNTY-  AZ/COCHISE
 CY0523  USGS QUAD   -  LUZENA (1979)
 CY0523
 CY0523                         *CURRENT SURVEY CONTROL
 CY0523  ___________________________________________________________________
 CY0523* NAD 83(1986)-  32 20 49.     (N)    109 35 50.     (W)     SCALED    
 CY0523* NAVD 88     -      1220.722  (meters)    4004.99   (feet)  ADJUSTED  
 CY0523  ___________________________________________________________________
 CY0523  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0523  DYNAMIC HT  -        1218.917 (meters)    3999.06  (feet)  COMP
 CY0523  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 CY0523
 CY0523  VERT ORDER  -  FIRST     CLASS II
 CY0523
 CY0523.The horizontal coordinates were scaled from a topographic map and have
 CY0523.an estimated accuracy of +/- 6 seconds.
 CY0523
 CY0523.The orthometric height was determined by differential leveling
 CY0523.and adjusted in June 1991.
 CY0523
 CY0523.The geoid height was determined by GEOID03.
 CY0523
 CY0523.The dynamic height is computed by dividing the NAVD 88
 CY0523.geopotential number by the normal gravity value computed on the
 CY0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0523.degrees latitude (g = 980.6199 gals.).
 CY0523
 CY0523.The modeled gravity was interpolated from observed gravity values.
 CY0523
 CY0523;                    North         East    Units  Estimated Accuracy
 CY0523;SPC AZ E     -   149,480.      266,960.      MT  (+/- 180 meters Scaled)
 CY0523
 CY0523                          SUPERSEDED SURVEY CONTROL
 CY0523
 CY0523  NGVD 29 (??/??/92) 1219.895  (m)         4002.27   (f) ADJ UNCH    1 2
 CY0523
 CY0523.Superseded values are not recommended for survey control.
 CY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0523.See file dsdata.txt to determine how the superseded data were derived.
 CY0523
 CY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA320797(NAD 83)
 CY0523_MARKER: DR = REFERENCE MARK DISK
 CY0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0523_STAMPING: PENNY NO 1 1960
 CY0523_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0523+STABILITY: SURFACE MOTION
 CY0523
 CY0523  HISTORY     - Date     Condition        Report By
 CY0523  HISTORY     - 1960     MONUMENTED       CGS
 CY0523  HISTORY     - 1979     GOOD             NGS
 CY0523
 CY0523                          STATION DESCRIPTION
 CY0523
 CY0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0523'6.55 MI W FROM BOWIE.
 CY0523'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON A PAVED
 CY0523'STREET, THENCE 6.45 MILES WEST ON STATE HIGHWAY 86, 69 FEET NORTH OF
 CY0523'THE SOUTH EDGE OF A CUT-BANK, 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE, SET
 CY0523'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CY0523
 CY0523                          STATION RECOVERY (1979)
 CY0523
 CY0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0523'11.3 KILOMETERS (7.0 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0523'THE RICHARDS AVENUE UNDERPASS IN BOWIE, ON TOP OF THE FIRST CUT BANK
 CY0523'WEST OF A REST AREA, 31.7 METERS (104 FEET) NORTH OF THE CENTERLINE
 CY0523'OF THE WESTBOUND TRAFFIC LANE, 30.5 METERS (100 FEET) WEST OF A
 CY0523'BRACED ANGLE IRON FENCE POST, 13.4 METERS (44 FEET) EAST OF STATION
 CY0523'PENNY AND 0.2 METER (0.6 FEET) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0523'THE MARK IS 13.2 METERS  E FROM A WITNESS POST.
 CY0523'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0521 ***********************************************************************
 CY0521  DESIGNATION -  PENNY RM 2
 CY0521  PID         -  CY0521
 CY0521  STATE/COUNTY-  AZ/COCHISE
 CY0521  USGS QUAD   -  LUZENA (1979)
 CY0521
 CY0521                         *CURRENT SURVEY CONTROL
 CY0521  ___________________________________________________________________
 CY0521* NAD 83(1986)-  32 20 49.     (N)    109 35 50.     (W)     SCALED    
 CY0521* NAVD 88     -      1220.812  (meters)    4005.28   (feet)  ADJUSTED  
 CY0521  ___________________________________________________________________
 CY0521  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0521  DYNAMIC HT  -        1219.007 (meters)    3999.36  (feet)  COMP
 CY0521  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 CY0521
 CY0521  VERT ORDER  -  FIRST     CLASS II
 CY0521
 CY0521.The horizontal coordinates were scaled from a topographic map and have
 CY0521.an estimated accuracy of +/- 6 seconds.
 CY0521
 CY0521.The orthometric height was determined by differential leveling
 CY0521.and adjusted in June 1991.
 CY0521
 CY0521.The geoid height was determined by GEOID03.
 CY0521
 CY0521.The dynamic height is computed by dividing the NAVD 88
 CY0521.geopotential number by the normal gravity value computed on the
 CY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0521.degrees latitude (g = 980.6199 gals.).
 CY0521
 CY0521.The modeled gravity was interpolated from observed gravity values.
 CY0521
 CY0521;                    North         East    Units  Estimated Accuracy
 CY0521;SPC AZ E     -   149,480.      266,960.      MT  (+/- 180 meters Scaled)
 CY0521
 CY0521                          SUPERSEDED SURVEY CONTROL
 CY0521
 CY0521  NGVD 29 (??/??/92) 1219.984  (m)         4002.56   (f) ADJ UNCH    1 2
 CY0521
 CY0521.Superseded values are not recommended for survey control.
 CY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0521.See file dsdata.txt to determine how the superseded data were derived.
 CY0521
 CY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA320797(NAD 83)
 CY0521_MARKER: DR = REFERENCE MARK DISK
 CY0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0521_STAMPING: PENNY NO 2 1960
 CY0521_PROJECTION: PROJECTING 15 CENTIMETERS
 CY0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0521+STABILITY: SURFACE MOTION
 CY0521
 CY0521  HISTORY     - Date     Condition        Report By
 CY0521  HISTORY     - 1960     MONUMENTED       CGS
 CY0521  HISTORY     - 1979     GOOD             NGS
 CY0521
 CY0521                          STATION DESCRIPTION
 CY0521
 CY0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0521'6.55 MI W FROM BOWIE.
 CY0521'0.1 MILE SOUTH OF THE POST OFFICE AT BOWIE, ARIZONA, ON A PAVED
 CY0521'STREET, THENCE 6.45 MILES WEST ON STATE HIGHWAY 86 TO THE STATION, 69
 CY0521'FEET NORTH OF THE SOUTH EDGE OF A CUT-BANK, 1 FOOT SOUTH OF
 CY0521'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 CY0521'PROJECTING 3 INCHES.
 CY0521
 CY0521                          STATION RECOVERY (1979)
 CY0521
 CY0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0521'11.3 KILOMETERS (7.0 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0521'RICHARDS AVENUE UNDERPASS IN BOWIE, ON TOP OF THE FIRST CUT BANK WEST
 CY0521'OF A REST AREA, 0.3 KILOMETER (0.2 MILE) WEST OF MILE POST 358, 31.7
 CY0521'METERS (104 FEET) NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CY0521'LANE, 13.3 METERS (43.6 FEET) WEST OF STATION PENNY AND 0.2 METER
 CY0521'(0.8 FOOT) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0521'THE MARK IS 13.1 METERS  W FROM A WITNESS POST.
 CY0521'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0071 ***********************************************************************
 ES0071  DESIGNATION -  PENZANCE
 ES0071  PID         -  ES0071
 ES0071  STATE/COUNTY-  AZ/NAVAJO
 ES0071  USGS QUAD   -  HOLBROOK (1986)
 ES0071
 ES0071                         *CURRENT SURVEY CONTROL
 ES0071  ___________________________________________________________________
 ES0071* NAD 83(1992)-  34 54 49.52160(N)    110 14 50.38351(W)     ADJUSTED  
 ES0071* NAVD 88     -      1562.678  (meters)    5126.89   (feet)  ADJUSTED  
 ES0071  ___________________________________________________________________
 ES0071  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 ES0071  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0071  DYNAMIC HT  -        1560.543 (meters)    5119.88  (feet)  COMP
 ES0071  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0071
 ES0071  HORZ ORDER  -  SECOND
 ES0071  VERT ORDER  -  SECOND    CLASS 0
 ES0071
 ES0071.The horizontal coordinates were established by classical geodetic methods
 ES0071.and adjusted by the National Geodetic Survey in August 1993.
 ES0071
 ES0071.The orthometric height was determined by differential leveling
 ES0071.and adjusted in June 1991.
 ES0071
 ES0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0071
 ES0071.The geoid height was determined by GEOID03.
 ES0071
 ES0071.The dynamic height is computed by dividing the NAVD 88
 ES0071.geopotential number by the normal gravity value computed on the
 ES0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0071.degrees latitude (g = 980.6199 gals.).
 ES0071
 ES0071.The modeled gravity was interpolated from observed gravity values.
 ES0071
 ES0071;                    North         East     Units Scale Factor Converg.
 ES0071;SPC AZ E     -   434,010.252   205,989.524   MT  0.99990067   -0 02 46.2
 ES0071;SPC AZ E     - 1,423,918.15    675,818.65   iFT  0.99990067   -0 02 46.2
 ES0071;UTM  12      - 3,863,737.482   568,755.171   MT  0.99965826   +0 25 50.9
 ES0071
 ES0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0071!SPC AZ E     -   0.99975858  x   0.99990067  =   0.99965927
 ES0071!UTM  12      -   0.99975858  x   0.99965826  =   0.99941692
 ES0071
 ES0071|---------------------------------------------------------------------|
 ES0071| PID    Reference Object                     Distance      Geod. Az  |
 ES0071|                                                           dddmmss.s |
 ES0071| ES0072 PENZANCE RM 1                        10.287 METERS 12525     |
 ES0071| ES0070 PENZANCE RM 2                         9.396 METERS 29632     |
 ES0071| CD2461 HIGHWAY 66 STA 1893+79 5103.77                     3113446.8 |
 ES0071|---------------------------------------------------------------------|
 ES0071
 ES0071                          SUPERSEDED SURVEY CONTROL
 ES0071
 ES0071  NAD 83(1986)-  34 54 49.51503(N)    110 14 50.38655(W) AD(       ) 2
 ES0071  NAD 27      -  34 54 49.42250(N)    110 14 47.94200(W) AD(       ) 2
 ES0071  NGVD 29 (??/??/92) 1561.869  (m)         5124.23   (f) ADJ UNCH    2 0
 ES0071
 ES0071.Superseded values are not recommended for survey control.
 ES0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0071.See file dsdata.txt to determine how the superseded data were derived.
 ES0071
 ES0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6875563737(NAD 83)
 ES0071_MARKER: DS = TRIANGULATION STATION DISK
 ES0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0071_STAMPING: PENZANCE 1959
 ES0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0071+STABILITY: SURFACE MOTION
 ES0071
 ES0071  HISTORY     - Date     Condition        Report By
 ES0071  HISTORY     - 1959     MONUMENTED       CGS
 ES0071  HISTORY     - 1959     GOOD             CGS
 ES0071  HISTORY     - 1973     GOOD             USE
 ES0071  HISTORY     - 1974     GOOD             NGS
 ES0071  HISTORY     - 1975     GOOD             DMA
 ES0071  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0071
 ES0071                          STATION DESCRIPTION
 ES0071
 ES0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0071'THE STATION IS 5 MILES WEST OF HOLBROOK, ABOUT 3/4 OF A MILE
 ES0071'NORTHEAST OF THE RAILROAD STATION OF PENZANCE AND 0.25 MILE
 ES0071'EAST OF MILE POST 301 ON THE SOUTH RIGHT-OF-WAY OF U.S.
 ES0071'HIGHWAY 66.
 ES0071'
 ES0071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 ES0071'260, JUST NORTH OF THE POST OFFICE IN HOLBROOK, GO WEST ON
 ES0071'U.S. HIGHWAY 66 FOR 4.9 MILES TO A DIAGONAL ROAD LEFT LEADING
 ES0071'INTO THE HIGHWAY GRAVEL STOCK PILE.  TURN LEFT THEN GO WEST
 ES0071'ALONG THE NORTH SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.1 MILE
 ES0071'TO THE STATION.
 ES0071'
 ES0071'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 ES0071'HIGHWAY 66 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ES0071'
 ES0071'THE STATION MARK, STAMPED PENZANCE 1959, IS A STANDARD DISK
 ES0071'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ES0071'3 INCHES.  IT IS 141 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 ES0071'66, 26 FEET NORTHWEST OF RIGHT-OF-WAY POST POC 1417+03.60,
 ES0071'5.2 FEET NORTHEAST OF THE WITNESS POST AND 4 FEET NORTH OF THE
 ES0071'RIGHT-OF-WAY FENCE.
 ES0071'
 ES0071'REFERENCE MARK NO 1, STAMPED PENZANCE NO 1 1959, IS A STANDARD
 ES0071'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0071'PROJECTS 2 INCHES.  IT IS 37.6 FEET EAST OF THE WITNESS POST
 ES0071'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 ES0071'
 ES0071'REFERENCE MARK NO. 2, STAMPED PENZANCE NO 2 1959, IS A STANDARD
 ES0071'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0071'PROJECTS 2 INCHES.  IT IS 27.2 FEET WEST OF THE WITNESS POST
 ES0071'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 ES0071'
 ES0071'THE AZIMUTH MARK, STAMPED 5103X77 1893X79 1954, IS AN ARIZONA
 ES0071'HIGHWAY DEPT. BENCH MARK DISK SET IN A DRILL HOLE IN A CONCRETE
 ES0071'CULVERT.  IT IS 19 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 ES0071'66 IN THE NORTH HEAD WALL OF THE CULVERT.
 ES0071
 ES0071                          STATION RECOVERY (1959)
 ES0071
 ES0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0071'5.0 MI W FROM HOLBROOK.
 ES0071'5.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN HOLBROOK,
 ES0071'141 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5.2 FEET NORTHEAST OF THE
 ES0071'WITNESS POST, 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP
 ES0071'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 ES0071
 ES0071                          STATION RECOVERY (1973)
 ES0071
 ES0071'RECOVERY NOTE BY US ENGINEERS 1973 (EMB)
 ES0071'PENZANCE 1959-GOOD
 ES0071'
 ES0071'PENZANCE NO 1, 1959-GOOD
 ES0071'
 ES0071'PENZANCE NO 2, 1959-GOOD
 ES0071'
 ES0071'DESCRIPTION IS ADEQUATE.
 ES0071
 ES0071                          STATION RECOVERY (1974)
 ES0071
 ES0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ES0071'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 ES0071'ROUTE TO THE STATION IS ADEQUATE.
 ES0071'
 ES0071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST
 ES0071'OF HOLBROOK.
 ES0071
 ES0071                          STATION RECOVERY (1975)
 ES0071
 ES0071'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (MMH)
 ES0071'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ES0071
 ES0071                          STATION RECOVERY (1983)
 ES0071
 ES0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0072 ***********************************************************************
 ES0072  DESIGNATION -  PENZANCE RM 1
 ES0072  PID         -  ES0072
 ES0072  STATE/COUNTY-  AZ/NAVAJO
 ES0072  USGS QUAD   -  HOLBROOK (1986)
 ES0072
 ES0072                         *CURRENT SURVEY CONTROL
 ES0072  ___________________________________________________________________
 ES0072* NAD 83(1986)-  34 54 49.     (N)    110 14 49.     (W)     SCALED    
 ES0072* NAVD 88     -      1562.615  (meters)    5126.68   (feet)  ADJUSTED  
 ES0072  ___________________________________________________________________
 ES0072  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0072  DYNAMIC HT  -        1560.481 (meters)    5119.68  (feet)  COMP
 ES0072  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0072
 ES0072  VERT ORDER  -  SECOND    CLASS 0
 ES0072
 ES0072.The horizontal coordinates were scaled from a topographic map and have
 ES0072.an estimated accuracy of +/- 6 seconds.
 ES0072
 ES0072.The orthometric height was determined by differential leveling
 ES0072.and adjusted in June 1991.
 ES0072
 ES0072.The geoid height was determined by GEOID03.
 ES0072
 ES0072.The dynamic height is computed by dividing the NAVD 88
 ES0072.geopotential number by the normal gravity value computed on the
 ES0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0072.degrees latitude (g = 980.6199 gals.).
 ES0072
 ES0072.The modeled gravity was interpolated from observed gravity values.
 ES0072
 ES0072;                    North         East    Units  Estimated Accuracy
 ES0072;SPC AZ E     -   433,990.      206,030.      MT  (+/- 180 meters Scaled)
 ES0072
 ES0072                          SUPERSEDED SURVEY CONTROL
 ES0072
 ES0072  NGVD 29 (??/??/92) 1561.806  (m)         5124.03   (f) ADJ UNCH    2 0
 ES0072
 ES0072.Superseded values are not recommended for survey control.
 ES0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0072.See file dsdata.txt to determine how the superseded data were derived.
 ES0072
 ES0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD687637(NAD 83)
 ES0072_MARKER: DR = REFERENCE MARK DISK
 ES0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0072_STAMPING: PENZANCE NO 1 1959
 ES0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0072+STABILITY: SURFACE MOTION
 ES0072
 ES0072  HISTORY     - Date     Condition        Report By
 ES0072  HISTORY     - 1959     MONUMENTED       CGS
 ES0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0072
 ES0072                          STATION DESCRIPTION
 ES0072
 ES0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0072'5.0 MI W FROM HOLBROOK.
 ES0072'5.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN HOLBROOK,
 ES0072'37 FEET FEET EAST OF THE WITNESS POST, 1 FOOT NORTH OF THE
 ES0072'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 ES0072'THAT PROJECTS 3 INCHES.
 ES0072
 ES0072                          STATION RECOVERY (1983)
 ES0072
 ES0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0070 ***********************************************************************
 ES0070  DESIGNATION -  PENZANCE RM 2
 ES0070  PID         -  ES0070
 ES0070  STATE/COUNTY-  AZ/NAVAJO
 ES0070  USGS QUAD   -  HOLBROOK (1986)
 ES0070
 ES0070                         *CURRENT SURVEY CONTROL
 ES0070  ___________________________________________________________________
 ES0070* NAD 83(1986)-  34 54 49.     (N)    110 14 49.     (W)     SCALED    
 ES0070* NAVD 88     -      1562.480  (meters)    5126.24   (feet)  ADJUSTED  
 ES0070  ___________________________________________________________________
 ES0070  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ES0070  DYNAMIC HT  -        1560.346 (meters)    5119.24  (feet)  COMP
 ES0070  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0070
 ES0070  VERT ORDER  -  SECOND    CLASS 0
 ES0070
 ES0070.The horizontal coordinates were scaled from a topographic map and have
 ES0070.an estimated accuracy of +/- 6 seconds.
 ES0070
 ES0070.The orthometric height was determined by differential leveling
 ES0070.and adjusted in June 1991.
 ES0070
 ES0070.The geoid height was determined by GEOID03.
 ES0070
 ES0070.The dynamic height is computed by dividing the NAVD 88
 ES0070.geopotential number by the normal gravity value computed on the
 ES0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0070.degrees latitude (g = 980.6199 gals.).
 ES0070
 ES0070.The modeled gravity was interpolated from observed gravity values.
 ES0070
 ES0070;                    North         East    Units  Estimated Accuracy
 ES0070;SPC AZ E     -   433,990.      206,030.      MT  (+/- 180 meters Scaled)
 ES0070
 ES0070                          SUPERSEDED SURVEY CONTROL
 ES0070
 ES0070  NGVD 29 (??/??/92) 1561.671  (m)         5123.58   (f) ADJ UNCH    2 0
 ES0070
 ES0070.Superseded values are not recommended for survey control.
 ES0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0070.See file dsdata.txt to determine how the superseded data were derived.
 ES0070
 ES0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD687637(NAD 83)
 ES0070_MARKER: DR = REFERENCE MARK DISK
 ES0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0070_STAMPING: PENZANCE NO 2 1959
 ES0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0070+STABILITY: SURFACE MOTION
 ES0070
 ES0070  HISTORY     - Date     Condition        Report By
 ES0070  HISTORY     - 1959     MONUMENTED       CGS
 ES0070  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0070
 ES0070                          STATION DESCRIPTION
 ES0070
 ES0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0070'5.0 MI W FROM HOLBROOK.
 ES0070'5.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN HOLBROOK,
 ES0070'27.2 FEET WEST OF THE WITNESS POST, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 ES0070'FENCE, SET IN THE TOP OF A 12 INCH CONCRETE POST THAT PROJECTS 2
 ES0070'INCHES.
 ES0070
 ES0070                          STATION RECOVERY (1983)
 ES0070
 ES0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0193 ***********************************************************************
 DV0193  DESIGNATION -  PEORIA
 DV0193  PID         -  DV0193
 DV0193  STATE/COUNTY-  AZ/MARICOPA
 DV0193  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0193
 DV0193                         *CURRENT SURVEY CONTROL
 DV0193  ___________________________________________________________________
 DV0193* NAD 83(1992)-  33 34 48.86872(N)    112 06 56.91147(W)     ADJUSTED  
 DV0193* NAVD 88     -       380.549  (meters)    1248.52   (feet)  ADJUSTED  
 DV0193  ___________________________________________________________________
 DV0193  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 DV0193  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0193  DYNAMIC HT  -         380.111 (meters)    1247.08  (feet)  COMP
 DV0193  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DV0193
 DV0193  HORZ ORDER  -  FIRST
 DV0193  VERT ORDER  -  FIRST     CLASS II
 DV0193
 DV0193.The horizontal coordinates were established by classical geodetic methods
 DV0193.and adjusted by the National Geodetic Survey in August 1993.
 DV0193
 DV0193.The orthometric height was determined by differential leveling
 DV0193.and adjusted in June 1991.
 DV0193
 DV0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0193
 DV0193.The geoid height was determined by GEOID03.
 DV0193
 DV0193.The dynamic height is computed by dividing the NAVD 88
 DV0193.geopotential number by the normal gravity value computed on the
 DV0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0193.degrees latitude (g = 980.6199 gals.).
 DV0193
 DV0193.The modeled gravity was interpolated from observed gravity values.
 DV0193
 DV0193;                    North         East     Units Scale Factor Converg.
 DV0193;SPC AZ C     -   286,117.227   194,874.137   MT  0.99990421   -0 06 36.5
 DV0193;SPC AZ C     -   938,704.81    639,350.84   iFT  0.99990421   -0 06 36.5
 DV0193;UTM  12      - 3,716,173.284   396,450.851   MT  0.99973219   -0 37 02.0
 DV0193
 DV0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0193!SPC AZ C     -   0.99994493  x   0.99990421  =   0.99984914
 DV0193!UTM  12      -   0.99994493  x   0.99973219  =   0.99967713
 DV0193
 DV0193|---------------------------------------------------------------------|
 DV0193| PID    Reference Object                     Distance      Geod. Az  |
 DV0193|                                                           dddmmss.s |
 DV0193| DV0192 PEORIA RM 1                          20.753 METERS 00523     |
 DV0193| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX. 3.1 KM 0604202.7 |
 DV0193| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.27.8 KM 1700142.9 |
 DV0193| CH4259 ROUTE 69 STA 390+40.5 1235.86                      1860051.9 |
 DV0193| DV2009 PHOENIX RAD KPHO N MAST OF 4        APPROX. 5.0 KM 1870659.3 |
 DV0193| DV0194 PEORIA RM 2                          31.891 METERS 25419     |
 DV0193| DV1296 PEORIA RM 3                          53.621 METERS 29529     |
 DV0193|---------------------------------------------------------------------|
 DV0193
 DV0193                          SUPERSEDED SURVEY CONTROL
 DV0193
 DV0193  NAD 83(1986)-  33 34 48.86343(N)    112 06 56.91745(W) AD(       ) 1
 DV0193  NAD 27      -  33 34 48.71910(N)    112 06 54.37260(W) AD(       ) 1
 DV0193  NGVD 29 (??/??/92)  380.079  (m)         1246.98   (f) ADJ UNCH    1 2
 DV0193
 DV0193.Superseded values are not recommended for survey control.
 DV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0193.See file dsdata.txt to determine how the superseded data were derived.
 DV0193
 DV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9645116173(NAD 83)
 DV0193_MARKER: DS = TRIANGULATION STATION DISK
 DV0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0193_STAMPING: PEORIA 1959
 DV0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0193+STABILITY: SURFACE MOTION
 DV0193
 DV0193  HISTORY     - Date     Condition        Report By
 DV0193  HISTORY     - 1959     MONUMENTED       CGS
 DV0193  HISTORY     - 1959     GOOD             CGS
 DV0193  HISTORY     - 1962     GOOD             CGS
 DV0193  HISTORY     - 1963     GOOD             CGS
 DV0193  HISTORY     - 1970     GOOD             NGS
 DV0193  HISTORY     - 1981     GOOD             NGS
 DV0193  HISTORY     - 1981     GOOD             AZDT
 DV0193  HISTORY     - 1981     GOOD             NGS
 DV0193  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0193
 DV0193                          STATION DESCRIPTION
 DV0193
 DV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0193'THE STATION IS ABOUT 5 MILES NORTH OF PHOENIX, 0.1 MILE
 DV0193'EAST OF ARIZONA STATE HIGHWAY 69, BLACK CANYON HIGHWAY, AND 0.1
 DV0193'MILE SOUTH OF PEORIA AVENUE IN THE SOUTHEAST CORNER OF A
 DV0193'STORAGE LOT ON THE JOHN JACOB FARMS.
 DV0193'
 DV0193'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD
 DV0193'AND THE ARIZONA STATE HIGHWAY 69, GO NORTH ON STATE HIGHWAY
 DV0193'69 FOR 4.9 MILES.  TURN RIGHT, EAST, INTO THE STORAGE LOT
 DV0193'OF THE JACOB FARMS AND THEN TO THE SOUTHEAST CORNER OF THE
 DV0193'LOT TO THE STATION.
 DV0193'
 DV0193'THE STATION IS A STANDARD DISK, STAMPED PEORIA 1959, SET
 DV0193'IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 DV0193'THE GROUND.  IT IS 29 FEET NORTH OF AN EAST-WEST FENCE, 6.8
 DV0193'WEST OF A NORTH-SOUTH FENCE AND WITNESS POST AND JUST WEST
 DV0193'OF AN ORANGE GROVE.
 DV0193'
 DV0193'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEORIA NO 1
 DV0193'1959, SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DV0193'3 INCHES.  IT IS 68.0 FEET NORTH OF THE WITNESS POST AND 1
 DV0193'FOOT WEST OF THE NORTH-SOUTH FENCE.
 DV0193'
 DV0193'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEORIA NO 2
 DV0193'1959, SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DV0193'1 INCH.  IT IS 111.9 FEET WEST OF THE WITNESS POST, 25 FEET
 DV0193'NORTH OF AN IRRIGATION DITCH AND 1 FOOT NORTH OF THE EAST-WEST
 DV0193'FENCE.
 DV0193'
 DV0193'TRIANGULATION STATION BELL CAN BE USED FOR AN AZIMUTH MARK,
 DV0193'SEE THE DESCRIPTION THEREOF.
 DV0193
 DV0193                          STATION RECOVERY (1959)
 DV0193
 DV0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 DV0193'2.0 MI N FROM PHOENIX.
 DV0193'7.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0193'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE SOUTH OF MILEPOST 209
 DV0193'AND PEORIA AVENUE, IN THE SOUTHEAST CORNER OF THE STORAGE LOT OF THE
 DV0193'JACOB FARMS, 29 FEET NORTH OF AN EAST-WEST FENCE, 6.8 FEET WEST OF THE
 DV0193'WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 DV0193'FLUSH WITH THE SURFACE OF THE GROUND.
 DV0193
 DV0193                          STATION RECOVERY (1962)
 DV0193
 DV0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0193'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 DV0193'GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 DV0193'TIME.  A DIFFERENCE WAS MEASURED IN THE DISTANCE TO THE
 DV0193'REFERENCE MARKS.  NO DATA WAS AVAILABLE TO CHECK THE DIRECTIONS
 DV0193'TO THE REFERENCE MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV0193'
 DV0193'STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF BUSINESS
 DV0193'SECTION OF PHOENIX, ABOUT 0.1 MILE SOUTH OF PEORIA AVENUE,
 DV0193'0.05 MILE EAST OF STATE ROUTE 69 AND IN THE SOUTHEAST CORNER
 DV0193'OF JOHN JACOBS FARM MACHINERY LOT.
 DV0193'
 DV0193'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 DV0193'69 AND CAMELBACK ROAD IN THE NORTHWEST PART OF PHOENIX, GO
 DV0193'NORTH ON STATE ROUTE 69 (BLACK CANYON HIGHWAY) FOR 4.2 MILES
 DV0193'TO BRIDGE OVER THE ARIZONA CANAL AND THE AZIMUTH MARK ON WEST
 DV0193'SIDE OF BRIDGE AS DESCRIBED, CONTINUE NORTH ON STATE ROUTE
 DV0193'69 FOR 0.6 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 DV0193'ON TRACK ROAD FOR 0.05 MILE TO STATION ON LEFT AT FENCE CORNER.
 DV0193'
 DV0193'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP
 DV0193'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 DV0193'THE SURFACE OF GROUND.  THE MARK IS 54 FEET NORTH OF THE
 DV0193'NORTH EDGE OF IRRIGATION DITCH, 30 FEET NORTH-NORTHWEST OF
 DV0193'FENCE CORNER AND 7.5 FEET WEST OF THE WITNESS POST AND FENCE.
 DV0193'THE DISK IS STAMPED PEORIA 1959.
 DV0193'
 DV0193'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED PEORIA
 DV0193'NO 1 1959, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV0193'PROJECTS ABOUT 2 INCHES.  THE MARK IS 97 FEET NORTH OF FENCE
 DV0193'CORNER, 68.2 FEET NORTH OF WITNESS POST AND 2 FEET WEST
 DV0193'OF FENCE.
 DV0193'
 DV0193'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED PEORIA
 DV0193'NO 2 1959, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DV0193'POST WHICH IS SET FLUSH WITH THE GROUND.  THE MARK IS 112
 DV0193'FEET WEST-SOUTHWEST OF WITNESS POST, 24 FEET NORTH OF THE
 DV0193'NORTH EDGE OF IRRIGATION DITCH AND 1 FOOT NORTH OF FENCE.
 DV0193'
 DV0193'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT ELEVATION STATION
 DV0193'DISK STAMPED 1235.86 -- 390-40.5 1947 IS SET IN A DRILL HOLE
 DV0193'IN TOP OF CONCRETE CURB, ON THE WEST SIDE OF BRIDGE MIDWAY
 DV0193'BETWEEN NORTH AND SOUTH SIDE OF BRIDGE OVER THE ARIZONA
 DV0193'CANAL.
 DV0193'
 DV0193'STATION MARKS AND REFERENCE MARKS ARE AS DESCRIBED.
 DV0193'
 DV0193'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DV0193
 DV0193                          STATION RECOVERY (1963)
 DV0193
 DV0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0193'STATION WAS RECOVERED AS DESCRIBED IN THE 1962 RECOVERY NOTE
 DV0193'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DV0193'AND DIRECTION TO ALL MARKS CHECKED.  THE ORIGINAL TO
 DV0193'REACH IS ADEQUATE.
 DV0193
 DV0193                          STATION RECOVERY (1970)
 DV0193
 DV0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0193'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 DV0193'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 DV0193'1 WAS FOUND DESTROYED AND THE DISK WAS REMOVED AT THIS TIME.
 DV0193'REFERENCE MARK 3 WAS ESTABLISHED.
 DV0193'
 DV0193'THE STATION IS LOCATED IN NORTHERN PHOENIX, 0.1 MILE SOUTH OF
 DV0193'PEORIA AVENUE AND 0.05 MILE EAST OF THE BLACK CANYON HIGHWAY.
 DV0193'
 DV0193'THE STATION MARK IS A STANDARD DISK STAMPED, PEORIA 1959.
 DV0193'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV0193'IS FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET NORTH OF
 DV0193'THE NORTH EDGE OF AN IRRIGATION DITCH, 167.6 FEET EAST OF THE
 DV0193'EAST RIGHT OF WAY FENCE AND 1 FOOT WEST OF A WITNESS POST
 DV0193'AND SIGN.
 DV0193'
 DV0193'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PEORIA NO 2
 DV0193'1959.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DV0193'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET EAST
 DV0193'OF THE EAST RIGHT OF WAY FENCE AND 24 FEET NORTH OF THE NORTH
 DV0193'EDGE OF THE IRRIGATION DITCH.
 DV0193'
 DV0193'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, PEORIA 1959
 DV0193'NO 3 1970.  IT IS SET IN A DRILL HOLE IN THE CONCRETE BASE
 DV0193'OF A FENCE POST OF THE EAST RIGHT OF WAY FENCE BY A WITNESS
 DV0193'SIGN.
 DV0193'
 DV0193'A.H.D. 1235.86 390-40.5 1947 WHICH SERVES AS AN AZIMUTH
 DV0193'MARK IS SET IN A DRILL HOLE IN THE WEST CURB OF THE EAST
 DV0193'FRONTAGE ROAD IN THE BRIDGE OVER THE ARIZONA CANEL.  0.6
 DV0193'MILE SOUTH OF THE STATION.
 DV0193'
 DV0193'TO REACH THE STATION FROM THE INTERCHANGE OF BLACK CANYON
 DV0193'HIGHWAY AND PEORIA AVENUE IN PHOENIX, GO EAST ALONG PEORIA
 DV0193'AVENUE FOR 0.1 MILE TO THE ENTRANCE TO AN ORANGE GROVE ON
 DV0193'THE RIGHT.  TURN RIGHT INTO THE FIELD AND THEN TURN RIGHT
 DV0193'AND GO WEST ALONG THE FENCE LINE FOR 0.1 MILE TO THE BLACK
 DV0193'CANYON HIGHWAY RIGHT OF WAY FENCE.  TURN LEFT AND GO SOUTH
 DV0193'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DV0193'
 DV0193'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0193'
 DV0193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX
 DV0193
 DV0193                          STATION RECOVERY (1981)
 DV0193
 DV0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0193'11.6 KM (7.2 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV0193'INTERSECTION OF GRAND AVENUE AT PHOENIX, 1.0 KM (0.65 MI) NORTH OF THE
 DV0193'CROSSING OF THE ARIZONA CANAL, 0.2 KM (0.1 MI) SOUTH OF MILE POST 209
 DV0193'AND PEORIA AVENUE, 60.7 METERS (199 FT) EAST OF THE EAST CURB OF THE
 DV0193'THE EAST FRONTAGE ROAD, 52.7 METERS (173 FT) EAST OF THE RIGHT OF WAY
 DV0193'FENCE, 48.2 METERS (158 FT) EAST-NORTHEAST OF THE NORTH END OF A
 DV0193'CONCRETE HEADWALL.
 DV0193'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 DV0193'THE MARK IS 0.6 M BELOW TOP OF HEADWALL.
 DV0193
 DV0193                          STATION RECOVERY (1981)
 DV0193
 DV0193'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0193'8.0 MI (12.9 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV0193'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO PEORIA AVENUE TO THE MARK
 DV0193'IN THE SOUTHEAST CORNER OF THE INTERSECTION.  1 FT (0.30 METER)
 DV0193'WEST OF WITNESS POST, 165.8 FT (49.74 METERS) EAST OF A CHAINLINK
 DV0193'RIGHT OF WAY FENCE, 58.0 FT (17.4 METERS) NORTH OF CENTER OF EAST-
 DV0193'WEST IRRIGATION DITCH, 275.5 FT (82.65 METERS) NORTHWEST OF THE
 DV0193'NORTHWEST CORNER OF MPI NEWCORP BUILDING (2525 WEST BERYL AVENUE).
 DV0193
 DV0193                          STATION RECOVERY (1981)
 DV0193
 DV0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0193'11.6 KM (7.2 MI) NORTH ALONG U.S. HIGHWAY 17 ( STATE HIGHWAY 69) FROM
 DV0193'THE INTERSECTION OF GRAND AVENUE AT PHOENIX MARK IS SET IS A
 DV0193'CULTIVATED FIELD, 0.2 KM CO. 1 MI) NORTH OF THE INTERSECTION OF U.S.
 DV0193'HIGHWAY 17 AND THE ARIZONA CANAL. 60.7 M (199.0 FT) EAST OF THE EAST
 DV0193'CURB OF THE EAST FRONTAGE ROAD, 52.7 M (173.0 FT) EAST OF THE
 DV0193'RIGHT-OF-WAY FENCE 48.2 M (158.0 FT) EAST-NORTHEAST OF THE NORTH END
 DV0193'OF A CONCRETE HEADWALL ON THE WEST EDGE OF THE FIELD, 0.35 M WEST OF
 DV0193'A WITNESS POST. PEORIA RM 3 IS LOCATED 53.8 M (176.5 FT) WEST OF
 DV0193'STATION PEORIA REMNAUTS OF RM 1 WERE FOUND AT THE SITE. DISK WAS NOT
 DV0193'RECOVERED BUT MARK IS BELIVED TO BE DESTROYED.
 DV0193
 DV0193                          STATION RECOVERY (1995)
 DV0193
 DV0193'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH4138 ***********************************************************************
 DH4138  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4138  DESIGNATION -  PEORIA AZ BIG O CORS ARP
 DH4138  CORS_ID     -  AZPE
 DH4138  PID         -  DH4138
 DH4138  STATE/COUNTY-  AZ/MARICOPA
 DH4138  USGS QUAD   -  EL MIRAGE (1982)
 DH4138
 DH4138                         *CURRENT SURVEY CONTROL
 DH4138  ___________________________________________________________________
 DH4138* NAD 83(CORS)-  33 34 29.77661(N)    112 15 20.16135(W)     ADJUSTED  
 DH4138* NAVD 88     -              **(meters)            **(feet)            
 DH4138  ___________________________________________________________________
 DH4138  EPOCH DATE  -        2002.00
 DH4138  X           -  -2,014,794.078 (meters)                     COMP
 DH4138  Y           -  -4,923,439.471 (meters)                     COMP
 DH4138  Z           -   3,507,437.600 (meters)                     COMP
 DH4138  ELLIP HEIGHT-         317.034 (meters)          (06/??/05) ADJUSTED
 DH4138  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DH4138  HORZ ORDER  -  SPECIAL (CORS)
 DH4138  ELLP ORDER  -  SPECIAL (CORS)
 DH4138
 DH4138.ITRF positions are available for this station.
 DH4138.The coordinates were established by GPS observations
 DH4138.and adjusted by the National Geodetic Survey in June 2005.
 DH4138.The coordinates are valid at the epoch date displayed above.
 DH4138.The epoch date for horizontal control is a decimal equivalence
 DH4138.of Year/Month/Day.
 DH4138
 DH4138
 DH4138.The PID for the CORS L1 Phase Center is DI3061.
 DH4138
 DH4138.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4138
 DH4138.The ellipsoidal height was determined by GPS observations
 DH4138.and is referenced to NAD 83.
 DH4138
 DH4138.The geoid height was determined by GEOID03.
 DH4138
 DH4138;                    North         East     Units Scale Factor Converg.
 DH4138;SPC AZ C     -   285,562.763   181,895.657   MT  0.99991220   -0 11 14.8
 DH4138;SPC AZ C     -   936,885.71    596,770.53   iFT  0.99991220   -0 11 14.8
 DH4138
 DH4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4138!SPC AZ C     -   0.99995023  x   0.99991220  =   0.99986244
 DH4138
 DH4138                          SUPERSEDED SURVEY CONTROL
 DH4138
 DH4138.No superseded survey control is available for this station.
 DH4138
 DH4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8347015734(NAD 83)
 DH4138_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4138
 DH4138                          STATION DESCRIPTION
 DH4138
 DH4138'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4138'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4138'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4138'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4138'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4138'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI3061 ***********************************************************************
 DI3061  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI3061  DESIGNATION -  PEORIA AZ BIG O CORS L1 PHASE CENTER
 DI3061  CORS_ID     -  AZPE
 DI3061  PID         -  DI3061
 DI3061  STATE/COUNTY-  AZ/MARICOPA
 DI3061  USGS QUAD   -  EL MIRAGE (1982)
 DI3061
 DI3061                         *CURRENT SURVEY CONTROL
 DI3061  ___________________________________________________________________
 DI3061* NAD 83(CORS)-  33 34 29.77666(N)    112 15 20.16132(W)     ADJUSTED  
 DI3061* NAVD 88     -              **(meters)            **(feet)            
 DI3061  ___________________________________________________________________
 DI3061  EPOCH DATE  -        2002.00
 DI3061  X           -  -2,014,794.104 (meters)                     COMP
 DI3061  Y           -  -4,923,439.536 (meters)                     COMP
 DI3061  Z           -   3,507,437.648 (meters)                     COMP
 DI3061  ELLIP HEIGHT-         317.119 (meters)          (06/??/05) ADJUSTED
 DI3061  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DI3061  HORZ ORDER  -  SPECIAL (CORS)
 DI3061  ELLP ORDER  -  SPECIAL (CORS)
 DI3061
 DI3061.ITRF positions are available for this station.
 DI3061.The coordinates were established by GPS observations
 DI3061.and adjusted by the National Geodetic Survey in June 2005.
 DI3061.The coordinates are valid at the epoch date displayed above.
 DI3061.The epoch date for horizontal control is a decimal equivalence
 DI3061.of Year/Month/Day.
 DI3061
 DI3061
 DI3061.The PID for the CORS ARP is DH4138.
 DI3061
 DI3061.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI3061
 DI3061.The ellipsoidal height was determined by GPS observations
 DI3061.and is referenced to NAD 83.
 DI3061
 DI3061.The geoid height was determined by GEOID03.
 DI3061
 DI3061;                    North         East     Units Scale Factor Converg.
 DI3061;SPC AZ C     -   285,562.765   181,895.658   MT  0.99991220   -0 11 14.8
 DI3061;SPC AZ C     -   936,885.71    596,770.53   iFT  0.99991220   -0 11 14.8
 DI3061
 DI3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3061!SPC AZ C     -   0.99995022  x   0.99991220  =   0.99986242
 DI3061
 DI3061                          SUPERSEDED SURVEY CONTROL
 DI3061
 DI3061.No superseded survey control is available for this station.
 DI3061
 DI3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8347015734(NAD 83)
 DI3061_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI3061
 DI3061                          STATION DESCRIPTION
 DI3061
 DI3061'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI3061'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI3061'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI3061'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI3061'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI3061'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0192 ***********************************************************************
 DV0192  DESIGNATION -  PEORIA RM 1
 DV0192  PID         -  DV0192
 DV0192  STATE/COUNTY-  AZ/MARICOPA
 DV0192  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0192
 DV0192                         *CURRENT SURVEY CONTROL
 DV0192  ___________________________________________________________________
 DV0192* NAD 83(1986)-  33 34 48.     (N)    112 06 57.     (W)     SCALED    
 DV0192* NAVD 88     -       380.84   (+/-2cm)    1249.5    (feet)  VERTCON   
 DV0192  ___________________________________________________________________
 DV0192  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0192
 DV0192.The horizontal coordinates were scaled from a topographic map and have
 DV0192.an estimated accuracy of +/- 6 seconds.
 DV0192
 DV0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0192.The vertical order pertains to the NGVD 29 superseded value.
 DV0192
 DV0192.The geoid height was determined by GEOID03.
 DV0192
 DV0192;                    North         East    Units  Estimated Accuracy
 DV0192;SPC AZ C     -   286,090.      194,870.      MT  (+/- 180 meters Scaled)
 DV0192
 DV0192                          SUPERSEDED SURVEY CONTROL
 DV0192
 DV0192  NGVD 29 (??/??/92)  380.299  (m)         1247.70   (f) ADJ UNCH    2 0
 DV0192
 DV0192.Superseded values are not recommended for survey control.
 DV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0192.See file dsdata.txt to determine how the superseded data were derived.
 DV0192
 DV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964161(NAD 83)
 DV0192_MARKER: DR = REFERENCE MARK DISK
 DV0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0192_SP_SET: MONUMENT
 DV0192_STAMPING: PEORIA NO 1 1959
 DV0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0192
 DV0192  HISTORY     - Date     Condition        Report By
 DV0192  HISTORY     - 1959     MONUMENTED       CGS
 DV0192  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0192  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0192
 DV0192                          STATION DESCRIPTION
 DV0192
 DV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0192'2.0 MI N FROM PHOENIX.
 DV0192'7.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0192'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE SOUTH OF MILEPOST 209
 DV0192'AND PEORIA AVENUE, 68 FEET NORTH OF THE WITNESS POST, 1 FOOT WEST OF
 DV0192'THE NORTH-SOUTH FENCE, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 DV0192'THAT PROJECTS 3 INCHES.
 DV0192
 DV0192                          STATION RECOVERY (1981)
 DV0192
 DV0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0192'PARTS OF A CONCRETE POST WAS FOUND THE DISK WAS NOT FOUND.
 DV0192
 DV0192                          STATION RECOVERY (1995)
 DV0192
 DV0192'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0194 ***********************************************************************
 DV0194  DESIGNATION -  PEORIA RM 2
 DV0194  PID         -  DV0194
 DV0194  STATE/COUNTY-  AZ/MARICOPA
 DV0194  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0194
 DV0194                         *CURRENT SURVEY CONTROL
 DV0194  ___________________________________________________________________
 DV0194* NAD 83(1986)-  33 34 49.     (N)    112 06 57.     (W)     SCALED    
 DV0194* NAVD 88     -       380.501  (meters)    1248.36   (feet)  ADJUSTED  
 DV0194  ___________________________________________________________________
 DV0194  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0194  DYNAMIC HT  -         380.062 (meters)    1246.92  (feet)  COMP
 DV0194  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DV0194
 DV0194  VERT ORDER  -  FIRST     CLASS II
 DV0194
 DV0194.The horizontal coordinates were scaled from a topographic map and have
 DV0194.an estimated accuracy of +/- 6 seconds.
 DV0194
 DV0194.The orthometric height was determined by differential leveling
 DV0194.and adjusted in June 1991.
 DV0194
 DV0194.The geoid height was determined by GEOID03.
 DV0194
 DV0194.The dynamic height is computed by dividing the NAVD 88
 DV0194.geopotential number by the normal gravity value computed on the
 DV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0194.degrees latitude (g = 980.6199 gals.).
 DV0194
 DV0194.The modeled gravity was interpolated from observed gravity values.
 DV0194
 DV0194;                    North         East    Units  Estimated Accuracy
 DV0194;SPC AZ C     -   286,120.      194,870.      MT  (+/- 180 meters Scaled)
 DV0194
 DV0194                          SUPERSEDED SURVEY CONTROL
 DV0194
 DV0194  NGVD 29 (??/??/92)  380.027  (m)         1246.81   (f) ADJ UNCH    1 2
 DV0194
 DV0194.Superseded values are not recommended for survey control.
 DV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0194.See file dsdata.txt to determine how the superseded data were derived.
 DV0194
 DV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964161(NAD 83)
 DV0194_MARKER: DR = REFERENCE MARK DISK
 DV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0194_STAMPING: PEORIA NO 2 1959
 DV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0194+STABILITY: SURFACE MOTION
 DV0194
 DV0194  HISTORY     - Date     Condition        Report By
 DV0194  HISTORY     - 1959     MONUMENTED       CGS
 DV0194  HISTORY     - 1981     GOOD             NGS
 DV0194  HISTORY     - 1981     GOOD             AZDT
 DV0194  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0194
 DV0194                          STATION DESCRIPTION
 DV0194
 DV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0194'2.0 MI N FROM PHOENIX.
 DV0194'7.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0194'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.1 MILE SOUTH OF MILEPOST 209
 DV0194'AND PEORIA AVENUE, 112 FEET WEST OF THE WITNESS POST, 25 FEET NORTH OF
 DV0194'AN IRRIGATION DITCH, 1 FOOT NORTH OF AN EAST-WEST FENCE, SET IN THE
 DV0194'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 DV0194
 DV0194                          STATION RECOVERY (1981)
 DV0194
 DV0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0194'11.6 KM (7.2 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV0194'INTERSECTION OF GRAND AVENUE AT PHOENIX, AT THE WEST END OF A
 DV0194'CULTIVATED FIELD, 1.0 KM (0.65 MI) NORTH OF THE CROSSING OF THE
 DV0194'ARIZONA CANAL, 0.2 KM (0.1 MI) SOUTH OF MILE POST 209 AND PEORIA
 DV0194'AVENUE, 28.6 METERS (94 FT) EAST OF THE EAST CURB OF THE EAST FRONTAGE
 DV0194'ROAD, 31.7 METERS (104 FT) SOUTHEAST OF THE SOUTH POST OF A TRIPLE
 DV0194'BRACED FENCE POST, 20.7 METERS (68 FT) EAST OF THE RIGHT OF WAY FENCE,
 DV0194'16.2 METERS (53 FT) NORTHEAST OF THE NORTH END OF A CONCRETE HEADWALL,
 DV0194'32.0 METERS (105.0 FT) WEST-SOUTHWEST OF STATION PEORIA.
 DV0194'THE MARK IS 32.3 METERS  WSW FROM A WITNESS POST.
 DV0194'THE MARK IS 0.6 M BELOW TOP OF A HEADWALL.
 DV0194
 DV0194                          STATION RECOVERY (1981)
 DV0194
 DV0194'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0194'8.0 MI (12.9 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION
 DV0194'OF MCDOWELL ROAD IN PHOENIX TO PEORIA AVENUE AND THE MARK IN THE
 DV0194'SOUTHEAST CORNER OF THAT INTERSECTION.  APPROXIMATELY 250 FT (76 M)
 DV0194'EAST OF THE CENTERLINE OF INTERSTATE 17, AND APPROXIMATELY 600 FEET
 DV0194'(183 M) SOUTH OF THE CENTERLINE OF PEORIA AVENUE.  106.6 FEET
 DV0194'(32.49 M) WEST OF THE WITNESS POST AND SIGN.  25 FT (7.62 M) NORTH
 DV0194'OF AN EAST-WEST IRRIGATION DITCH.  SET IN TOP OF A CONCRETE POST FLUSH
 DV0194'WITH THE GROUND.
 DV0194
 DV0194                          STATION RECOVERY (1995)
 DV0194
 DV0194'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1296 ***********************************************************************
 DV1296  DESIGNATION -  PEORIA RM 3
 DV1296  PID         -  DV1296
 DV1296  STATE/COUNTY-  AZ/MARICOPA
 DV1296  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1296
 DV1296                         *CURRENT SURVEY CONTROL
 DV1296  ___________________________________________________________________
 DV1296* NAD 83(1986)-  33 34 49.     (N)    112 06 57.     (W)     SCALED    
 DV1296* NAVD 88     -       380.764  (meters)    1249.22   (feet)  ADJUSTED  
 DV1296  ___________________________________________________________________
 DV1296  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV1296  DYNAMIC HT  -         380.326 (meters)    1247.79  (feet)  COMP
 DV1296  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DV1296
 DV1296  VERT ORDER  -  FIRST     CLASS II
 DV1296
 DV1296.The horizontal coordinates were scaled from a topographic map and have
 DV1296.an estimated accuracy of +/- 6 seconds.
 DV1296
 DV1296.The orthometric height was determined by differential leveling
 DV1296.and adjusted in November 1993.
 DV1296
 DV1296.The geoid height was determined by GEOID03.
 DV1296
 DV1296.The dynamic height is computed by dividing the NAVD 88
 DV1296.geopotential number by the normal gravity value computed on the
 DV1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1296.degrees latitude (g = 980.6199 gals.).
 DV1296
 DV1296.The modeled gravity was interpolated from observed gravity values.
 DV1296
 DV1296;                    North         East    Units  Estimated Accuracy
 DV1296;SPC AZ C     -   286,120.      194,870.      MT  (+/- 180 meters Scaled)
 DV1296
 DV1296                          SUPERSEDED SURVEY CONTROL
 DV1296
 DV1296.No superseded survey control is available for this station.
 DV1296
 DV1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964161(NAD 83)
 DV1296_MARKER: DR = REFERENCE MARK DISK
 DV1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1296_SP_SET: CONCRETE POST
 DV1296_STAMPING: PEORIA NO 3 1959
 DV1296_MARK LOGO: CGS   
 DV1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1296+STABILITY: SURFACE MOTION
 DV1296
 DV1296  HISTORY     - Date     Condition        Report By
 DV1296  HISTORY     - 1970     MONUMENTED       CGS
 DV1296  HISTORY     - 1981     GOOD             AZDT
 DV1296
 DV1296                          STATION DESCRIPTION
 DV1296
 DV1296'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1296'PHOENIX.
 DV1296'8.0 MI (12.9 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION
 DV1296'OF MCDOWELL ROAD IN PHOENIX, TO PEORIA AVENUE AND THE MARK IN THE
 DV1296'SOUTHEAST CORNER OF THAT INTERSECTION.  APPROXIMATELY 175 FT (53 M)
 DV1296'EAST OF THE CENTERLINE OF INTERSTATE 17 AND APPROXIMATELY 525 FEET
 DV1296'(160 M) SOUTH OF PEORIA AVENUE.  A STANDARD CGS RM BRASS CAP SET
 DV1296'IN TOP OF A CONCRETE BASE OF A RIGHT-OF-WAY FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1938 ***********************************************************************
 AI1938  DESIGNATION -  PEORIA WELL 5.5E13N
 AI1938  PID         -  AI1938
 AI1938  STATE/COUNTY-  AZ/MARICOPA
 AI1938  USGS QUAD   -  GLENDALE (1982)
 AI1938
 AI1938                         *CURRENT SURVEY CONTROL
 AI1938  ___________________________________________________________________
 AI1938* NAD 83(2007)-  33 34 02.51906(N)    112 12 43.04780(W)     ADJUSTED  
 AI1938* NAVD 88     -       349.5    (meters)    1147.     (feet)  GPS OBS   
 AI1938  ___________________________________________________________________
 AI1938  EPOCH DATE  -        2007.00
 AI1938  X           -  -2,011,219.598 (meters)                     COMP
 AI1938  Y           -  -4,925,404.547 (meters)                     COMP
 AI1938  Z           -   3,506,739.192 (meters)                     COMP
 AI1938  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 AI1938  ELLIP HEIGHT-         319.465 (meters)          (02/10/07) ADJUSTED
 AI1938  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AI1938
 AI1938  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1938  Type    PID    Designation                      North   East  Ellip
 AI1938  -------------------------------------------------------------------
 AI1938  NETWORK AI1938 PEORIA WELL 5.5E13N               0.49   0.41   1.33
 AI1938  -------------------------------------------------------------------
 AI1938
 AI1938.The horizontal coordinates were established by GPS observations
 AI1938.and adjusted by the National Geodetic Survey in February 2007.
 AI1938
 AI1938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1938.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1938.The horizontal coordinates are valid at the epoch date displayed above.
 AI1938.The epoch date for horizontal control is a decimal equivalence
 AI1938.of Year/Month/Day.
 AI1938
 AI1938.The orthometric height was determined by GPS observations and a
 AI1938.high-resolution geoid model.
 AI1938
 AI1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1938
 AI1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1938
 AI1938.The ellipsoidal height was determined by GPS observations
 AI1938.and is referenced to NAD 83.
 AI1938
 AI1938.The geoid height was determined by GEOID03.
 AI1938
 AI1938;                    North         East     Units Scale Factor Converg.
 AI1938;SPC AZ C     -   284,710.647   185,944.771   MT  0.99990926   -0 09 47.8
 AI1938;SPC AZ C     -   934,090.05    610,055.02   iFT  0.99990926   -0 09 47.8
 AI1938;UTM  12      - 3,714,845.985   387,510.843   MT  0.99975600   -0 40 12.7
 AI1938
 AI1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1938!SPC AZ C     -   0.99994985  x   0.99990926  =   0.99985911
 AI1938!UTM  12      -   0.99994985  x   0.99975600  =   0.99970586
 AI1938
 AI1938                          SUPERSEDED SURVEY CONTROL
 AI1938
 AI1938  NAD 83(1992)-  33 34 02.51833(N)    112 12 43.04712(W) AD(       ) A
 AI1938  ELLIP H (09/30/99)  319.495  (m)                       GP(       ) 3 1
 AI1938
 AI1938.Superseded values are not recommended for survey control.
 AI1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1938.See file dsdata.txt to determine how the superseded data were derived.
 AI1938
 AI1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8751114846(NAD 83)
 AI1938_MARKER: H = DRILL HOLE
 AI1938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1938_SP_SET: CONCRETE WELL PAD
 AI1938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1938+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 AI1938
 AI1938  HISTORY     - Date     Condition        Report By
 AI1938  HISTORY     - 1999     MONUMENTED       AZDT
 AI1938  HISTORY     - 20070210 GOOD             USPSQD
 AI1938  HISTORY     - 20080404 GOOD             GEOCAC
 AI1938
 AI1938                          STATION DESCRIPTION
 AI1938
 AI1938'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1999 (MT)
 AI1938'THE STATION IS LOCATED IN PEORIA, AT THE NORTHWEST CORNER OF THE
 AI1938'INTERSECTION OF 71ST AVENUE AND OLIVE AVENUE, AT A FENCE-ENCLOSED WELL
 AI1938'SITE.  OWNERSHIP--CITY OF PEORIA, CONTACT IS A.J. OSWOOD, PHONE
 AI1938'602-412-7433.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI1938'INTERSTATE HIGHWAY 10 AND 67TH AVENUE IN WEST PHOENIX, GO NORTH FOR
 AI1938'7.3 MI (11.7 KM) ON 67TH AVENUE TO OLIVE AVENUE.  TURN LEFT AND GO
 AI1938'WEST FOR 0.5 MI (0.8 KM) ON OLIVE AVENUE TO 71ST AVENUE AND THE
 AI1938'STATION ON RIGHT.  THE STATION IS A 1/8-INCH DIAMETER, 1/8-INCH DEEP
 AI1938'DRILL HOLE AT THE CENTER OF A CHISELED CROSS IN THE TOP OF THE
 AI1938'NORTHEAST CORNER OF THE 8-FOOT SQUARE CONCRETE WELL PAD.  LOCATED 0.45
 AI1938'FT (13.72 CM) WEST FROM THE NORTHEAST CORNER OF WELL PAD AND 0.49 FT
 AI1938'(14.94 CM) SOUTH FROM THE NORTH EDGE OF WELL PAD.
 AI1938
 AI1938                          STATION RECOVERY (2007)
 AI1938
 AI1938'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 AI1938'RECOVERED AS DESCRIBED.
 AI1938
 AI1938                          STATION RECOVERY (2008)
 AI1938
 AI1938'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AI1938'A DISK HAS BEEN MONUMENTED IN THE HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1884 ***********************************************************************
 CZ1884  DESIGNATION -  PEPPER
 CZ1884  PID         -  CZ1884
 CZ1884  STATE/COUNTY-  AZ/PINAL
 CZ1884  USGS QUAD   -  CAMPO BONITO (1972)
 CZ1884
 CZ1884                         *CURRENT SURVEY CONTROL
 CZ1884  ___________________________________________________________________
 CZ1884* NAD 83(1992)-  32 34 03.75235(N)    110 40 07.78138(W)     ADJUSTED  
 CZ1884* NAVD 88     -      1263.6    (meters)    4146.     (feet)  VERTCON   
 CZ1884  ___________________________________________________________________
 CZ1884  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CZ1884  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CZ1884  HORZ ORDER  -  FIRST
 CZ1884
 CZ1884.The horizontal coordinates were established by classical geodetic methods
 CZ1884.and adjusted by the National Geodetic Survey in August 1993.
 CZ1884
 CZ1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1884
 CZ1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1884
 CZ1884.The geoid height was determined by GEOID03.
 CZ1884
 CZ1884;                    North         East     Units Scale Factor Converg.
 CZ1884;SPC AZ C     -   174,501.894   330,532.082   MT  1.00006925   +0 40 18.4
 CZ1884;SPC AZ C     -   572,512.78  1,084,422.84   iFT  1.00006925   +0 40 18.4
 CZ1884;UTM  12      - 3,603,413.140   531,086.750   MT  0.99961192   +0 10 41.8
 CZ1884
 CZ1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1884!SPC AZ C     -   0.99980603  x   1.00006925  =   0.99987526
 CZ1884!UTM  12      -   0.99980603  x   0.99961192  =   0.99941802
 CZ1884
 CZ1884|---------------------------------------------------------------------|
 CZ1884| PID    Reference Object                     Distance      Geod. Az  |
 CZ1884|                                                           dddmmss.s |
 CZ1884| CZ1739 PEPPER RM 1                           8.050 METERS 16812     |
 CZ1884| CZ1740 PEPPER RM 2                           7.971 METERS 27626     |
 CZ1884| CC7980 PEPPER AZ MK                                       2913143.0 |
 CZ1884|---------------------------------------------------------------------|
 CZ1884
 CZ1884                          SUPERSEDED SURVEY CONTROL
 CZ1884
 CZ1884  NAD 83(1986)-  32 34 03.74960(N)    110 40 07.77673(W) AD(       ) 1
 CZ1884  NAD 27      -  32 34 03.50700(N)    110 40 05.42800(W) AD(       ) 1
 CZ1884  NGVD 29 (07/19/86) 1262.9    (m)         4143.     (f) VERT ANG    3  
 CZ1884
 CZ1884.Superseded values are not recommended for survey control.
 CZ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1884.See file dsdata.txt to determine how the superseded data were derived.
 CZ1884
 CZ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3108703413(NAD 83)
 CZ1884_MARKER: DS = TRIANGULATION STATION DISK
 CZ1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1884
 CZ1884  HISTORY     - Date     Condition        Report By
 CZ1884  HISTORY     - 1947     MONUMENTED       CGS
 CZ1884  HISTORY     - 1967     GOOD             AMS
 CZ1884  HISTORY     - 1967     GOOD             CGS
 CZ1884  HISTORY     - 1970     GOOD             AZHD
 CZ1884
 CZ1884                          STATION DESCRIPTION
 CZ1884
 CZ1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1884'STATION LOCATED APPROXIMATELY 11 MILES AIRLINE SOUTH SOUTHWEST
 CZ1884'OF MAMMOTH, 6-1/2 MILES AIRLINE SOUTHEAST OF ORACLE, 2 MILES
 CZ1884'NORTHWEST OF WHERE THE PEPPERSAUCE WASH JUNCTIONS WITH THE
 CZ1884'BONITO CANYON, ON HIGHEST POINT OF SMALL KNOLL, 4 PACES
 CZ1884'SOUTH SOUTHEAST OF WHITE WITNESS POST, PROJECTS 3 INCHES,
 CZ1884'AND STAMPED--PEPPER 1947.
 CZ1884'
 CZ1884'REFERENCE MARK NO. 1 IS APPROXIMATELY 2-1/2 FEET LOWER THAN
 CZ1884'STATION, PROJECTS 4 INCHES, AND STAMPED PEPPER NO 1 1947.
 CZ1884'
 CZ1884'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN
 CZ1884'STATION, PROJECTS 4 INCHES, AND STAMPED--PEPPER NO 2 1947.
 CZ1884'
 CZ1884'AZIMUTH MARK IS 7 PACES WEST OF CENTERLINE OF ROAD, 6 FEET
 CZ1884'SOUTH OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED--PEPPER
 CZ1884'1947.
 CZ1884'
 CZ1884'TO REACH FROM POST OFFICE IN ORACLE, GO EAST ON HIGHWAY
 CZ1884'77 FOR 0.3 MILE TO FORK AND SIGN CATALINA MT..  TAKE RIGHT
 CZ1884'FORK AS PER SIGN CATALINA MT. AND GO 5.0 MILES TO CROSS ROADS
 CZ1884'AND SEVERAL SIGNS.  TURN LEFT AS PER SIGN.  SAN PEDRO RIVER
 CZ1884'AND GO 2.0 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.
 CZ1884'CONTINUE ON MAIN ROAD FOR 0.6 MILE TO A WATER TANK ON LEFT.
 CZ1884'CONTINUE ON MAIN ROAD FOR 0.25 MILE TO FORK.  TAKE RIGHT
 CZ1884'FORK AND GO ABOUT 75 YARDS.  LEAVE ROAD AND GO ACROSS COUNTRY
 CZ1884'TOWARD WEST END OF KNOLL, THENCE UP RIDGE FOR A TOTAL
 CZ1884'DISTANCE OF 0.2 MILE TO HIGHEST POINT AND STATION AS
 CZ1884'DESCRIBED ABOVE.  A DRIVE STATION.
 CZ1884
 CZ1884                          STATION RECOVERY (1967)
 CZ1884
 CZ1884'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1884'STATION PEPPER IS LOCATED APPROXIMATELY 11.0 AIRMILES (SSW)
 CZ1884'OF MAMMOTH AND 6.5 AIRMILES (SE) OF ORACLE, ARIZONA.
 CZ1884'
 CZ1884'TO REACH FROM ORACLE P.O. PROCEED (E) ON ARIZONA HWY 77 FOR
 CZ1884'0.1 MI TO FORK AND CATALINA MT SIGN, CONTINUE STRAIGHT (E)
 CZ1884'TAKING RIGHT FORK TO CATALINA MTN AND PROCEED ALONG THIS
 CZ1884'ROAD FOR 3.3 MI TO LARGE FORK IN ROAD, TAKE THE RIGHT (SE)
 CZ1884'FORK TOWARD UMCA CAMP, CONTINUE ON THIS ROAD FOR 1.7 MI TO
 CZ1884'CROSS ROADS AND SIGN THAT READS TRIANGLE Y RANCH CAMP, TURN
 CZ1884'LEFT (NE) HERE AND PROCEED ON THIS ROAD FOR 2.4 MI PASSING
 CZ1884'FENCE AND CATTLE GUARD TO AZ MARK ON RIGHT (DESCRIBED BELOW)
 CZ1884'CONTINUE (S) ON ROAD 0.5 MI PASSING WATER TANK ON RIGHT (S)
 CZ1884'TO FORK IN ROAD, TAKE LEFT FORK (E) FOR 0.1 MI TO A POINT
 CZ1884'BELOW RIDGE ON RIGHT (S), TURN RIGHT (S) AND GO CROSS
 CZ1884'COUNTRY FOR 0.05 MI TO TOP DIVIDE, TURN LEFT (E) AND GO FOR
 CZ1884'0.05 MI TO TOP OF RIDGE AND STATION SITE.  FOUR WHEEL
 CZ1884'DRIVE VEHICLE CAN BE DRIVEN TO STATION.  THE STATION SITE
 CZ1884'IS ON THE HIGHEST POINT OF SMALL KNOLL WHICH IS PART OF A
 CZ1884'E-W RIDGE LINE AMONG ROCK AND SCATTERED BUSHES.
 CZ1884'
 CZ1884'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED PEPPER
 CZ1884'1947.  IT IS CEMENTED IN A SQUARE CONCRETE MONUMENT PROJECTING
 CZ1884'3 INCHES.
 CZ1884'
 CZ1884'R.M. 1 IS A STANDARD USC AND GS DISK SET IN SQUARE CONCRETE
 CZ1884'MONUMENT STAMPED PEPPER NO 1 1947.  FROM THE STATION IT IS
 CZ1884'(SSE). AT A DISTANCE OF 8.163M AND A
 CZ1884'DE OF -2.177 FT.  R.M. 1 APPEARS TO HAVE BEEN DISTURBED.  PIECES
 CZ1884'OF CONCRETE MONUMENT HAVE BEEN BROKEN OFF.  A PREVIOUS
 CZ1884'DESCRIPTION STATED THAT R.M. 1 WAS 8.05 M FROM THE STATION
 CZ1884'HOWEVER THE DISTANCE WAS TAKEN TWICE, ONE OF WHICH WAS A
 CZ1884'BROKEN TAPE, AND THE TWO NEW DISTANCES WERE 8.163M.  A
 CZ1884'DIFFERENCE WAS ALSO NOTICED IN THE PREVIOUS DESCRIBED AZ TO
 CZ1884'R.M. 1 FROM THE ONE TURNED AS A CHECK.
 CZ1884'
 CZ1884'R.M. 2 IS A STANDARD USC AND GS DISK SET IN SQUARE CONCRETE
 CZ1884'MONUMENT STAMPED PEPPER NO 2 1947.  FROM THE STATION IT IS
 CZ1884'(W) AT A DISTANCE OF 7.972M AND A DE OF
 CZ1884'-0.875 FT.
 CZ1884'
 CZ1884'THE AZ MARK IS A STANDARD USC AND GS DISK STAMPED PEPPER
 CZ1884'1947 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CZ1884'FROM THE STATION IT IS (WNW), APPROX
 CZ1884'0.6 MI FROM THE STATION ON THE RIGHT (W) (GOING TOWARD STATION)
 CZ1884'HAND SIDE OF THE SAME ROAD USED TO APPROACH THE STATION AND
 CZ1884'IS MARKED BY A WHITE WITNESS POST 6 FT (N) OF THE AZIMUTH
 CZ1884'MARK.
 CZ1884'
 CZ1884'CONDITION OF ALL MARKS EXCELLENT WITH THE EXCEPTION OF R.M.
 CZ1884'1 WHICH HAS BEEN DISTURBED.
 CZ1884
 CZ1884                          STATION RECOVERY (1967)
 CZ1884
 CZ1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ1884'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CZ1884'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 CZ1884'STATION FOLLOWS.
 CZ1884'
 CZ1884'TO REACH THE STATION FROM THE POST OFFICE IN ORACLE, GO EAST
 CZ1884'ON STATE HIGHWAY 77 FOR 0.05 MILE TO A SIDE ROAD, RIGHT AND
 CZ1884'SIGN MT. LEMMON.  TURN RIGHT OFF THE HIGHWAY AND GO EASTERLY
 CZ1884'ON THE PAVED AND LATER BECOMES A GRAVELED ROAD, FOR 3.2 MILES.
 CZ1884'TAKE THE RIGHT FORK AND GO EASTERLY FOR 1.7 MILES TO A CROSS-ROAD
 CZ1884'TURN LEFT ONTO THE SIDE ROAD AND GO SOUTHERLY ON THE NARROW
 CZ1884'DIRT ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 CZ1884'WEST SIDE.  CONTINUE SOUTHEASTERLY ON THE DIRT ROAD FOR 0.75
 CZ1884'MILE.  TAKE THE RIGHT FORK AND GO SOUTHERLY FOR ABOUT 75
 CZ1884'YARDS.  TURN LEFT OFF THE TRACK ROAD AND GO EAST, CROSS
 CZ1884'COUNTRY FOR 0.15 MILE TO THE TOP OF A LOW HILL, THE HIGHEST
 CZ1884'POINT AND THE STATION.
 CZ1884
 CZ1884                          STATION RECOVERY (1970)
 CZ1884
 CZ1884'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1970 (AD)
 CZ1884'GENERAL LOCATION APPROXIMATELY 11 AIRLINE MILES SOUTHWEST
 CZ1884'OF MAMMOTH 1/2 AIRLINEMILES S.E. OF ORECLE 2 MILES N W OF
 CZ1884'WHERE PEPPERSAUCE WASH JUNCTIONS FROM PO IN ORACLE GO EAST ON
 CZ1884'ST RT 77 FOR 0.1 MILE TO FORK AND SIGN CATALINA MT.  TAKE
 CZ1884'RIGHT FORK AND GO 5.0 MILE TO CROSS ROADS.  TURN LEFT AS
 CZ1884'PER SIGN SAN PEDRO RIVER BRIDGE 2.0 MILE TO AZIMUTH MARK ON
 CZ1884'RIGHT WITH THE BONITO CANYON ON HIGHEST PT OF SMALL KNOLL, 4
 CZ1884'PACES SSE OF WHITE WITNESS POST, PROJECTS 3 IN AND STAMPED
 CZ1884'PEPPER 1947
 CZ1884'
 CZ1884'D.  REFERENCE MARKS 1 IS APPROX 2-1/2 FT LOWER THAN STATION
 CZ1884'PROJECTS 4 IN 8.050 METERS SSW OF STATION.  2 IS APPROX
 CZ1884'1 FT LOWER THAN STATION PROJECTS 4 IN 7.971 METERS W
 CZ1884'
 CZ1884'AZIMUTH MARK IS 7 PACES WEST OF CENTERLINE OF RD, 6 FT
 CZ1884'S OF WHITE WITNESS POST.  WNW 0.5 MILES FROM STATION ON MAIN
 CZ1884'RD. FOR 0.6 MILE TO A WATER TANK ON LEFT.  CONTINUE ON MAIN
 CZ1884'RD FOR 0.25 MILE TO FORK, TAKE RIGHT FORK AND GO 75 YDS--LEAVE
 CZ1884'ROAD AND GO ACROSS COUNTRY TOWARD W END OF KNOLL, THENCE
 CZ1884'UP RIDGE FOR A TOTAL DISTANCE OF 0.2 MILE TO HIGHEST PT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1718 ***********************************************************************
 CZ1718  DESIGNATION -  PEPPER
 CZ1718  PID         -  CZ1718
 CZ1718  STATE/COUNTY-  AZ/PINAL
 CZ1718  USGS QUAD   -  CAMPO BONITO (1972)
 CZ1718
 CZ1718                         *CURRENT SURVEY CONTROL
 CZ1718  ___________________________________________________________________
 CZ1718* NAD 83(1992)-  32 34 41.75857(N)    110 38 20.03407(W)     ADJUSTED  
 CZ1718* NAVD 88     -      1149.1    (meters)    3770.     (feet)  VERTCON   
 CZ1718  ___________________________________________________________________
 CZ1718  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 CZ1718  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CZ1718  HORZ ORDER  -  THIRD
 CZ1718
 CZ1718.The horizontal coordinates were established by classical geodetic methods
 CZ1718.and adjusted by the National Geodetic Survey in August 1993.
 CZ1718
 CZ1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1718
 CZ1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1718
 CZ1718.The geoid height was determined by GEOID03.
 CZ1718
 CZ1718;                    North         East     Units Scale Factor Converg.
 CZ1718;SPC AZ C     -   175,706.021   333,328.628   MT  1.00007742   +0 41 17.2
 CZ1718;SPC AZ C     -   576,463.32  1,093,597.86   iFT  1.00007742   +0 41 17.2
 CZ1718;UTM  12      - 3,604,592.588   533,892.273   MT  0.99961416   +0 11 40.0
 CZ1718
 CZ1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1718!SPC AZ C     -   0.99982401  x   1.00007742  =   0.99990142
 CZ1718!UTM  12      -   0.99982401  x   0.99961416  =   0.99943824
 CZ1718
 CZ1718|---------------------------------------------------------------------|
 CZ1718| PID    Reference Object                     Distance      Geod. Az  |
 CZ1718|                                                           dddmmss.s |
 CZ1718| CZ1740 PEPPER RM 2                           5.791 METERS 04401     |
 CZ1718| CZ1739 PEPPER RM 1                           5.946 METERS 15156     |
 CZ1718| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.40.8 KM 1671419.8 |
 CZ1718| CZ1889 SIGNAL                              APPROX.18.4 KM 3271614.8 |
 CZ1718|---------------------------------------------------------------------|
 CZ1718
 CZ1718                          SUPERSEDED SURVEY CONTROL
 CZ1718
 CZ1718  NAD 83(1986)-  32 34 41.75627(N)    110 38 20.03044(W) AD(       ) 3
 CZ1718  NGVD 29 (05/20/88) 1148.4    (m)         3768.     (f) VERT ANG    3  
 CZ1718
 CZ1718.Superseded values are not recommended for survey control.
 CZ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1718.See file dsdata.txt to determine how the superseded data were derived.
 CZ1718
 CZ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3389204593(NAD 83)
 CZ1718_MARKER: DD = SURVEY DISK
 CZ1718_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CZ1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1718
 CZ1718  HISTORY     - Date     Condition        Report By
 CZ1718  HISTORY     - 1946     MONUMENTED       USGS
 CZ1718
 CZ1718                          STATION DESCRIPTION
 CZ1718
 CZ1718'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1718'LOCATED ABOUT 9.2 MI E. OF ORACLE, ABOUT 4.5 MI W. OF SAN PEDRO
 CZ1718'RIVER, ABOUT 0.2 MI N. OF DIRT RD.  ON LOW HILL.
 CZ1718'
 CZ1718'TO REACH FROM ORACLE POST OFFICE, DRIVE 5.2 MI S. ON MT. LEMON
 CZ1718'RD. TO X-RDS.  GO LEFT 2.8 MI E. TO RD. FORKS, TAKE LEFT FORK 2.2
 CZ1718'MI TO DIM TRACKS LEFT AT CATTLEGUARD, GO LEFT ON DIM TRACKS UP
 CZ1718'HILL 0.2 MI TO TOP AND STATION.
 CZ1718'
 CZ1718'STATION MARK--STANDARD TABLET STAMPED---PEPPER 1946---, SET IN TOP
 CZ1718'OF 10 X 10-INCH CONCRETE POST.
 CZ1718'
 CZ1718'RM 1--STANDARD RM TABLET STAMPED---PEPPER NO 1 1946---, SET IN TOP
 CZ1718'OF 10 X 10-INCH CONCRETE POST.
 CZ1718'
 CZ1718'RM 2--STANDARD RM TABLET STAMPED---PEPPER NO 2 1946---, SET IN TOP
 CZ1718'OF 10 X 10-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1682 ***********************************************************************
 DV1682  DESIGNATION -  PEPSI
 DV1682  PID         -  DV1682
 DV1682  STATE/COUNTY-  AZ/MARICOPA
 DV1682  USGS QUAD   -  PHOENIX (1982)
 DV1682
 DV1682                         *CURRENT SURVEY CONTROL
 DV1682  ___________________________________________________________________
 DV1682* NAD 83(1986)-  33 27 34.     (N)    112 06 29.     (W)     SCALED    
 DV1682* NAVD 88     -       329.251  (meters)    1080.22   (feet)  ADJUSTED  
 DV1682  ___________________________________________________________________
 DV1682  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV1682  DYNAMIC HT  -         328.869 (meters)    1078.96  (feet)  COMP
 DV1682  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 DV1682
 DV1682  VERT ORDER  -  SECOND    CLASS I
 DV1682
 DV1682.The horizontal coordinates were scaled from a topographic map and have
 DV1682.an estimated accuracy of +/- 6 seconds.
 DV1682
 DV1682.The orthometric height was determined by differential leveling
 DV1682.and adjusted in November 1993.
 DV1682
 DV1682.The geoid height was determined by GEOID03.
 DV1682
 DV1682.The dynamic height is computed by dividing the NAVD 88
 DV1682.geopotential number by the normal gravity value computed on the
 DV1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1682.degrees latitude (g = 980.6199 gals.).
 DV1682
 DV1682.The modeled gravity was interpolated from observed gravity values.
 DV1682
 DV1682;                    North         East    Units  Estimated Accuracy
 DV1682;SPC AZ C     -   272,720.      195,570.      MT  (+/- 180 meters Scaled)
 DV1682
 DV1682                          SUPERSEDED SURVEY CONTROL
 DV1682
 DV1682.No superseded survey control is available for this station.
 DV1682
 DV1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970027(NAD 83)
 DV1682_MARKER: DB = BENCH MARK DISK
 DV1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1682_SP_SET: CONCRETE POST
 DV1682_STAMPING: PEPSI 1967
 DV1682_MARK LOGO: AZDT  
 DV1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1682+STABILITY: SURFACE MOTION
 DV1682
 DV1682  HISTORY     - Date     Condition        Report By
 DV1682  HISTORY     - 1967     MONUMENTED       AZDT
 DV1682  HISTORY     - 1979     GOOD             AZDT
 DV1682
 DV1682                          STATION DESCRIPTION
 DV1682
 DV1682'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1682'IN PHOENIX.
 DV1682'IN PHOENIX, FROM THE INTERSECTION OF 19TH AVENUE AND INTERSTATE 17
 DV1682'TRAVEL NORTH ALONG INTERSTATE 17 FOR 2.14 MI (3.45 KM) TO VAN BUREN,
 DV1682'THENCE NORTH ALONG THE NORTHBOUND FRONTAGE ROAD FOR 0.82 MI (1.32 KM)
 DV1682'TO CULVER STREET AND THE MARK ON THE LEFT, A STANDARD AZDT BRASS CAP
 DV1682'MIDWAY BETWEEN THE WEST GUARDRAIL AND THE EAST PEDESTRIAN BARRIER FOR
 DV1682'INTERSTATE 17 NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1492 ***********************************************************************
 DA1492  DESIGNATION -  PERI
 DA1492  PID         -  DA1492
 DA1492  STATE/COUNTY-  AZ/PIMA
 DA1492  USGS QUAD   -  CIMARRON PEAK (1990)
 DA1492
 DA1492                         *CURRENT SURVEY CONTROL
 DA1492  ___________________________________________________________________
 DA1492* NAD 83(1992)-  32 22 37.39706(N)    112 25 19.00835(W)     ADJUSTED  
 DA1492* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 DA1492  ___________________________________________________________________
 DA1492  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DA1492  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DA1492  HORZ ORDER  -  THIRD
 DA1492
 DA1492.The horizontal coordinates were established by classical geodetic methods
 DA1492.and adjusted by the National Geodetic Survey in August 1993.
 DA1492
 DA1492.The orthometric height was scaled from a topographic map.
 DA1492
 DA1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1492
 DA1492.The geoid height was determined by GEOID03.
 DA1492
 DA1492;                    North         East     Units Scale Factor Converg.
 DA1492;SPC AZ C     -   152,786.749   165,815.410   MT  0.99992787   -0 16 14.1
 DA1492;SPC AZ C     -   501,268.86    544,013.81   iFT  0.99992787   -0 16 14.1
 DA1492;UTM  12      - 3,583,119.556   366,236.176   MT  0.99982065   -0 45 41.6
 DA1492
 DA1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1492!SPC AZ C     -   0.99987082  x   0.99992787  =   0.99979870
 DA1492!UTM  12      -   0.99987082  x   0.99982065  =   0.99969149
 DA1492
 DA1492|---------------------------------------------------------------------|
 DA1492| PID    Reference Object                     Distance      Geod. Az  |
 DA1492|                                                           dddmmss.s |
 DA1492| CH6071 PERI RM 1                             6.288 METERS 03404     |
 DA1492| CH6070 PERI AZ MK                                         2204216.3 |
 DA1492| CH6072 PERI RM 2                             6.831 METERS 33029     |
 DA1492|---------------------------------------------------------------------|
 DA1492
 DA1492                          SUPERSEDED SURVEY CONTROL
 DA1492
 DA1492  NAD 83(1986)-  32 22 37.38506(N)    112 25 19.01064(W) AD(       ) 3
 DA1492  NAD 27      -  32 22 37.16600(N)    112 25 16.50000(W) AD(       ) 3
 DA1492
 DA1492.Superseded values are not recommended for survey control.
 DA1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1492.See file dsdata.txt to determine how the superseded data were derived.
 DA1492
 DA1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6623683120(NAD 83)
 DA1492_MARKER: DS = TRIANGULATION STATION DISK
 DA1492_SETTING: 66 = SET IN ROCK OUTCROP
 DA1492
 DA1492  HISTORY     - Date     Condition        Report By
 DA1492  HISTORY     - 1936     MONUMENTED       CGS
 DA1492
 DA1492                          STATION DESCRIPTION
 DA1492
 DA1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1492'ON A PROMINENT ROCKY RIDGE THAT EXTENDS TO THE SOUTHWEST FROM THE
 DA1492'MAIN RANGE OF THE CIMARRON MOUNTAINS, ABOUT 6 MILES WEST
 DA1492'OF SOUTH WELL, AND ABOUT 7 MILES, AIR LINE, SOUTHEAST OF THE
 DA1492'WHITE MISSION IN THE INDIAN VILLAGE OF ROAD RUNNER.  MARKED
 DA1492'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1492'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 6.288
 DA1492'METERS (20.63 FEET) FROM STATION N 34 DEG 04 MIN E.
 DA1492'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1492'IS 6.831 METERS (22.41 FEET) FROM STATION
 DA1492'N 29 DEG 31 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1492'IS ON THE NORTH SIDE OF THE ROAD GOING FROM SOUTH
 DA1492'WELL TO THE VILLAGE OF ROAD RUNNER, AT THE POINT WHERE A
 DA1492'DIM TRACK ROAD LEAVES THIS ROAD AND GOES NORTHWEST TOWARD
 DA1492'THE STATION, AND 2 MILES FROM STATION S 40 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1969 ***********************************************************************
 DU1969  DESIGNATION -  PERIDOT MISSION SCHOOL BELFRY
 DU1969  PID         -  DU1969
 DU1969  STATE/COUNTY-  AZ/GILA
 DU1969  USGS QUAD   -  SAN CARLOS (1979)
 DU1969
 DU1969                         *CURRENT SURVEY CONTROL
 DU1969  ___________________________________________________________________
 DU1969* NAD 83(1992)-  33 18 44.71950(N)    110 27 22.05060(W)     ADJUSTED  
 DU1969* NAVD 88     -              **(meters)            **(feet)            
 DU1969  ___________________________________________________________________
 DU1969  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DU1969  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1969  HORZ ORDER  -  THIRD
 DU1969
 DU1969.The horizontal coordinates were established by classical geodetic methods
 DU1969.and adjusted by the National Geodetic Survey in August 1993.
 DU1969
 DU1969
 DU1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1969
 DU1969.The geoid height was determined by GEOID03.
 DU1969
 DU1969;                    North         East     Units Scale Factor Converg.
 DU1969;SPC AZ E     -   256,435.340   186,407.562   MT  0.99990895   -0 09 32.3
 DU1969;SPC AZ E     -   841,323.29    611,573.37   iFT  0.99990895   -0 09 32.3
 DU1969;UTM  12      - 3,686,054.924   550,627.008   MT  0.99963160   +0 17 55.3
 DU1969
 DU1969                          SUPERSEDED SURVEY CONTROL
 DU1969
 DU1969  NAD 83(1986)-  33 18 44.71301(N)    110 27 22.05141(W) AD(       ) 4
 DU1969  NAD 27      -  33 18 44.50000(N)    110 27 19.70000(W) AD(       ) 3
 DU1969
 DU1969.Superseded values are not recommended for survey control.
 DU1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1969.See file dsdata.txt to determine how the superseded data were derived.
 DU1969
 DU1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5062786055(NAD 83)
 DU1969_MARKER: 75 = BELFRY
 DU1969
 DU1969  HISTORY     - Date     Condition        Report By
 DU1969  HISTORY     - 1945     FIRST OBSERVED   CGS
 DU1969
 DU1969                          STATION DESCRIPTION
 DU1969
 DU1969'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0340 ***********************************************************************
 CF0340  DESIGNATION -  PERILLA
 CF0340  PID         -  CF0340
 CF0340  STATE/COUNTY-  AZ/COCHISE
 CF0340  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0340
 CF0340                         *CURRENT SURVEY CONTROL
 CF0340  ___________________________________________________________________
 CF0340* NAD 83(1992)-  31 23 01.16548(N)    109 25 56.46673(W)     ADJUSTED  
 CF0340* NAVD 88     -      1805.0    (meters)    5922.     (feet)  VERTCON   
 CF0340  ___________________________________________________________________
 CF0340  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CF0340  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CF0340  HORZ ORDER  -  FIRST
 CF0340
 CF0340.The horizontal coordinates were established by classical geodetic methods
 CF0340.and adjusted by the National Geodetic Survey in August 1993.
 CF0340
 CF0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0340
 CF0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0340
 CF0340.The geoid height was determined by GEOID03.
 CF0340
 CF0340;                    North         East     Units Scale Factor Converg.
 CF0340;SPC AZ E     -    42,765.947   283,201.747   MT  0.99996014   +0 22 56.7
 CF0340;SPC AZ E     -   140,308.23    929,139.59   iFT  0.99996014   +0 22 56.7
 CF0340;UTM  12      - 3,473,184.169   649,063.250   MT  0.99987407   +0 48 59.5
 CF0340
 CF0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0340!SPC AZ E     -   0.99972088  x   0.99996014  =   0.99968103
 CF0340!UTM  12      -   0.99972088  x   0.99987407  =   0.99959498
 CF0340
 CF0340|---------------------------------------------------------------------|
 CF0340| PID    Reference Object                     Distance      Geod. Az  |
 CF0340|                                                           dddmmss.s |
 CF0340| CC7982 PERILLA RM 1                          6.449 METERS 17057     |
 CF0340| CC7981 PERILLA AZ MK                                      2224247.6 |
 CF0340| CF0349 DOUGLAS AIRPORT BEACON              APPROX. 8.7 KM 2400644.2 |
 CF0340| CC7983 PERILLA RM 2                          3.285 METERS 30539     |
 CF0340|---------------------------------------------------------------------|
 CF0340
 CF0340                          SUPERSEDED SURVEY CONTROL
 CF0340
 CF0340  NAD 83(1986)-  31 23 01.16464(N)    109 25 56.44758(W) AD(       ) 1
 CF0340  NAD 27      -  31 23 00.79600(N)    109 25 54.21300(W) AD(       ) 1
 CF0340  NGVD 29 (02/25/92) 1804.2    (m)         5919.     (f) VERT ANG    3  
 CF0340
 CF0340.Superseded values are not recommended for survey control.
 CF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0340.See file dsdata.txt to determine how the superseded data were derived.
 CF0340
 CF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV4906373184(NAD 83)
 CF0340_MARKER: DS = TRIANGULATION STATION DISK
 CF0340_SETTING: 66 = SET IN ROCK OUTCROP
 CF0340
 CF0340  HISTORY     - Date     Condition        Report By
 CF0340  HISTORY     - 1938     MONUMENTED       CGS
 CF0340  HISTORY     - 1944     MARK NOT FOUND   CGS
 CF0340  HISTORY     - 1957     SEE DESCRIPTION  USGS
 CF0340
 CF0340                          STATION DESCRIPTION
 CF0340
 CF0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0340'STATION IS IN SEC. 31, R 29 E, T 23 S.  IT IS ON THE SE AND
 CF0340'LOWEST OF THE TWO HIGHEST PEAKS OF THE PERILLA MOUNTAINS, LYING
 CF0340'ABOUT 6 MILES E OF DOUGLAS, ABOUT 3-1/4 MILES N OF THE BORDER.
 CF0340'IT IS ABOUT 2 MILES N OF THE GERONIMO TRAIL.  THE LOWER PEAK
 CF0340'WAS SELECTED FOR THE STATION AS THE HIGHER PEAK 1/4 MILE NW
 CF0340'WOULD NOT SEE PEDREGOSA.
 CF0340'
 CF0340'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0340'SET IN OUTCROPPING BEDROCK.
 CF0340'
 CF0340'STATION IS REACHED FROM DOUGLAS BY GOING E ON THE GERONIMO
 CF0340'TRAIL TOWARD GUADALUPE FROM THE INTERSECTION WITH U.S. HIGHWAY
 CF0340'80, ONE BLOCK S OF THE STAR CAMP AND SERVICE STATION, 4.0
 CF0340'MILES TO A SIDE ROAD, LEFT, AT A BEND OF THE ROAD ABOUT 1/4
 CF0340'MILE N OF THE D ON THE HILL SIDE.  TURN LEFT ON SMALL GRADED
 CF0340'ROAD AND GO 0.3 MILE TO THE ENTRANCE GATE TO THE RANCH
 CF0340'BUILDINGS.  TAKE THE LEFT FORK AROUND THE CORNER OF THE FENCE AND
 CF0340'CONTINUE N ON THE TRACK ROAD 0.75 MILE.  TURN RIGHT AT THE
 CF0340'CROSSROADS AND GO NE 0.15 MILE TO THE GATE IN THE CORNER OF
 CF0340'THE FENCE.  GO THROUGH THE GATE AND FOLLOW THE CENTER ROAD OF
 CF0340'THREE TRACK ROADS GOING NE 1.1 MILES.  PASS THROUGH GATE
 CF0340'AND CONTINUE NE 0.9 MILE TO THE END OF THE TRUCK ROAD AT
 CF0340'AN EARTH DAM AND TANK.  FROM HERE THE STATION APPEARS AS THE RIGHT
 CF0340'AND LOWER OF THE TWO PEAKS ABOUT 1 MILE TO THE EASTWARD.
 CF0340'THE HIGHEST AND LEFT PEAK IS VERY ROCKY AND HAS A SHEER
 CF0340'BLUFF ON THE S SIDE OF THE TOP.  DRIVE ACROSS THE DAM AND GO
 CF0340'E CROSS COUNTRY TO THE FENCE CORNER AND ALONG THE N SIDE OF
 CF0340'THE FENCE 0.75 MILE TO THE END OF TRUCK TRAVEL.  FROM
 CF0340'HERE PACK NE UP THE STEEP SLOPE ON THE CREST OF THE RIDGE
 CF0340'BETWEEN THE FENCE AND THE WASH TO THE N TO THE TOP OF THE
 CF0340'MAIN RIDGE, THEN LEFT TO THE FIRST HIGH POINT AND STATION.  A
 CF0340'1 HOUR PACK.
 CF0340'
 CF0340'AZIMUTH MARK IS SET IN A LARGE BOULDER ABOUT 1/4 MILE SW OF THE
 CF0340'STATION AND ABOUT 700 FEET LOWER, 72 FEET N OF THE E-W FENCE
 CF0340'0.35 MILE E OF THE FENCE CORNER SE OF THE DAM.
 CF0340
 CF0340                          STATION RECOVERY (1944)
 CF0340
 CF0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0340'STATION NOT RECOVERED.  AT THE POINT IN THE DESCRIPTION,
 CF0340'TURN RIGHT AT CROSSROADS AND GO NE 0.15 MILE TO THE GATE IN CORNER
 CF0340'OF A FENCE.  THIS GATE IS NOW PADLOCKED AND WE WERE UNABLE
 CF0340'TO CONTACT OWNER.
 CF0340
 CF0340                          STATION RECOVERY (1957)
 CF0340
 CF0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0340'THE BOULDER CONTAINING THE STATION MARK WAS FOUND BROKEN OFF.
 CF0340'NO CEMENT WAS TAKEN TO THE STATION AND IT WAS LEFT AS FOUND.
 CF0340'
 CF0340'REVISED DESCRIPTION--STATION IS IN SECTION 31, R29E, T23S.
 CF0340'IT IS ON THE SE AND LOWEST OF THE TWO HIGHEST PEAKS OF THE PERILLA
 CF0340'MOUNTAINS, LYING ABOUT 6.0 AIRLINE MILES E OF DOUGLAS, ABOUT
 CF0340'3-1/4 AIRLINE MILES N OF THE BORDER.  IT IS ABOUT 2.0 MILES
 CF0340'AIRLINE N OF THE GERONIMO TRAIL.
 CF0340'
 CF0340'TO REACH FROM THE INTERSECTION OF 10TH STREET AND A AVENUE
 CF0340'IN DOUGLAS, DRIVE NE ON U.S. HIGHWAY 80 FOR 2.8 MILES TO A DIRT
 CF0340'ROAD LEADING E (RIGHT) TAKE THE DIRT ROAD AND DRIVE 4.9 MILES
 CF0340'TO THE END OF TRUCK TRAVEL.  FROM THIS POINT WALK IN A EASTERLY
 CF0340'DIRECTION TO A DEEP SADDLE LOCALLY KNOWN AS SADDLE GAP, PROCEED
 CF0340'IN A SOUTHEASTERLY DIRECTION AROUND THE E SIDE OF THE RANGE
 CF0340'TO THE LOWEST AND MOST SOUTHEASTERLY OF THE TWO HIGHEST POINTS.
 CF0340'THE HIGHEST AND MOST NORTHERLY PEAK IS VERY ROCKY AND HAS A
 CF0340'SHEER BLUFF ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1169 ***********************************************************************
 FS1169  DESIGNATION -  PERKINS
 FS1169  PID         -  FS1169
 FS1169  STATE/COUNTY-  AZ/MOHAVE
 FS1169  USGS QUAD   -  MT PERKINS (1989)
 FS1169
 FS1169                         *CURRENT SURVEY CONTROL
 FS1169  ___________________________________________________________________
 FS1169* NAD 83(1992)-  35 34 10.35390(N)    114 30 28.38869(W)     ADJUSTED  
 FS1169* NAVD 88     -      1663.9    (meters)    5459.     (feet)  VERTCON   
 FS1169  ___________________________________________________________________
 FS1169  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 FS1169  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1169  HORZ ORDER  -  SECOND
 FS1169
 FS1169.The horizontal coordinates were established by classical geodetic methods
 FS1169.and adjusted by the National Geodetic Survey in August 1993.
 FS1169
 FS1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1169
 FS1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1169
 FS1169.The geoid height was determined by GEOID03.
 FS1169
 FS1169;                    North         East     Units Scale Factor Converg.
 FS1169;SPC AZ W     -   507,037.476   144,660.732   MT  0.99999147   -0 26 27.1
 FS1169;SPC AZ W     - 1,663,508.78    474,608.70   iFT  0.99999147   -0 26 27.1
 FS1169;UTM  11      - 3,939,064.283   725,845.809   MT  1.00022860   +1 27 00.9
 FS1169
 FS1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1169!SPC AZ W     -   0.99974339  x   0.99999147  =   0.99973486
 FS1169!UTM  11      -   0.99974339  x   1.00022860  =   0.99997193
 FS1169
 FS1169|---------------------------------------------------------------------|
 FS1169| PID    Reference Object                     Distance      Geod. Az  |
 FS1169|                                                           dddmmss.s |
 FS1169| CC6227 PERKINS RM 1                          3.918 METERS 03517     |
 FS1169| FS1073 LOST CABIN                          APPROX.13.6 KM 1785028.7 |
 FS1169| FS1168 PERKINS CAIRN                         0.933 METERS 35744     |
 FS1169|---------------------------------------------------------------------|
 FS1169
 FS1169                          SUPERSEDED SURVEY CONTROL
 FS1169
 FS1169  NAD 83(1986)-  35 34 10.35187(N)    114 30 28.37977(W) AD(       ) 2
 FS1169  NAD 27      -  35 34 10.38100(N)    114 30 25.49500(W) AD(       ) 2
 FS1169  NGVD 29 (07/19/86) 1663.1    (m)         5456.     (f) VERT ANG    3  
 FS1169
 FS1169.Superseded values are not recommended for survey control.
 FS1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1169.See file dsdata.txt to determine how the superseded data were derived.
 FS1169
 FS1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2584639064(NAD 83)
 FS1169_MARKER: DS = TRIANGULATION STATION DISK
 FS1169_SETTING: 66 = SET IN ROCK OUTCROP
 FS1169_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1169+STABILITY: POSITION/ELEVATION WELL
 FS1169
 FS1169  HISTORY     - Date     Condition        Report By
 FS1169  HISTORY     - 1938     MONUMENTED       USGS
 FS1169  HISTORY     - 1950     GOOD             CGS
 FS1169  HISTORY     - 1981     GOOD             AZDT
 FS1169
 FS1169                          STATION DESCRIPTION
 FS1169
 FS1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1169'THE STATION IS ON THE HIGHEST POINT OF MOUNT PERKINS WHICH IS
 FS1169'A HIGH BARREN ELEVATION OF THE BLACK MOUNTAINS, THE HIGHEST
 FS1169'IN THE VICINITY.  IT IS APPROXIMATELY 8 MILES, AIRLINE, EAST OF
 FS1169'THE COLORADO RIVER, 36 MILES NORTHWEST OF KINGMAN, 33 MILES
 FS1169'SOUTH-SOUTHEAST OF HOOVER (BOULDER) DAM, AND 7-1/2 MILES
 FS1169'SOUTHWEST OF THE NEAREST POINT ON U.S. HIGHWAY 93-466.
 FS1169'
 FS1169'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED
 FS1169'IN A DRILL HOLE IN A NEARLY VERTICAL FACE OF OUTCROP ROCK WHICH
 FS1169'FORMS PART OF THE BASE OF A CAIRN, 4 FEET IN DIAMETER AND
 FS1169'6 FEET HIGH, AND IS 0.93 METERS SOUTH-SOUTHEAST OF THE CENTER
 FS1169'OF THE CAIRN.  IT IS STAMPED PERKINS 1938.
 FS1169'
 FS1169'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1169'CEMENTED IN A DRILL HOLE IN THE TOP OF AN IRREGULAR-SHAPED
 FS1169'BOULDER, 1 FOOT IN DIAMETER, PROJECTING 2 INCHES ABOVE THE
 FS1169'SURROUNDING AREA, IS STAMPED NO 1.  IT IS 2 FEET LOWER IN
 FS1169'ELEVATION THAN THE STATION MARK.
 FS1169'
 FS1169'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1169'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 FOOT IRREGULAR-SHAPED
 FS1169'BOULDER, PROJECTING 4 INCHES ABOVE THE SURROUNDING AREA, IS
 FS1169'STAMPED NO 2.  IT IS 12 INCHES HIGHER IN ELEVATION THAN THE
 FS1169'STATION MARK.
 FS1169'
 FS1169'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 FS1169'
 FS1169'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 FS1169'62 (CHLORIDE ROAD) WITH U.S. HIGHWAY 93-466 WHICH IS 19.0 MILES
 FS1169'NORTHWEST OF KINGMAN, GO NORTHWEST TOWARDS HOOVER (BOULDER) DAM
 FS1169'24.2 MILES TO A SIDE ROAD LEFT WHICH IS 0.3 MILE SOUTHEAST OF
 FS1169'BOULDER INN.  TURN LEFT, WEST, AND PASS THROUGH A WIRE GATE.
 FS1169'CONTINUE 75 YARDS ON DIRT ROAD TO A POWER LINE.  TURN LEFT,
 FS1169'SOUTH, AND FOLLOW DIRT ROAD ALONG THE POWER LINE FOR 0.8 MILE
 FS1169'TO FORKS JUST NORTHEAST OF A HIGHWAY MAINTENANCE STATION.
 FS1169'TURN RIGHT SOUTHWEST, AND FOLLOW THE MAIN TRAVELED ROAD
 FS1169'SOUTHERLY FOR 3.8 MILES TO A Y-INTERSECTION.  KEEP LEFT
 FS1169'FORK FOR 0.1 MILE TO FORKS.  TAKE THE RIGHT FORK FOR 0.5
 FS1169'MILE TO FORKS.  TAKE THE LEFT FORK FOR 1.4 MILE TO DIAGONAL
 FS1169'CROSS ROADS.  TAKE THE LEFT FORK SOUTHEAST OUT OF THE WASH
 FS1169'AND GO 1.1 MILES, PASSING AN ABANDONED MINE DUMP AND
 FS1169'BUILDING ON THE LEFT, TO FORKS AT A POINT JUST BEYOND IN
 FS1169'DRAW.  TAKE THE TRACK ROAD, RIGHT FORK SOUTHERLY UP THE DRAW
 FS1169'FOR 1.25 MILES TO THE JUNCTION OF TWO MAIN DRAWS.  TAKE
 FS1169'THE RIGHT FORK UP THE RIGHT HAND DRAW FOR ABOUT 1 MILE TO
 FS1169'A POINT WHERE DRAW NARROWS AND BECOMES VERY ROCKY.  THIS
 FS1169'IS THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY
 FS1169'UP THE DRAW THENCE UP STEEP INCLINE TO TOP OF RIDGE.  TURN
 FS1169'LEFT ALONG THE CREST OF THE RIDGE AND GO TO THE HIGHEST
 FS1169'POINT AND STATION.  A 1-1/4 HOUR PACK.
 FS1169'
 FS1169'IN AS MUCH AS IT WOULD BE VERY DIFFICULT TO PLACE A TRIPOD
 FS1169'OVER THE STATION, REFERENCE MARK NO. 2 WAS OCCUPIED FOR ALL
 FS1169'OBSERVATIONS.
 FS1169
 FS1169                          STATION RECOVERY (1981)
 FS1169
 FS1169'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1169'THE STATION MARK AND REFERENCES WERE RECOVERED IN GOOD CONDITION AS
 FS1169'PREVIOUSLY DESCRIBED.  THE STATION MARK IS SET VERTICALLY AND CAN NOT
 FS1169'BE OCCUPIED.  ALL OBSERVATIONS AND MEASUREMENTS WERE TAKEN FROM RM 2
 FS1169'WHICH SHOULD BE CONSIDERED AS A STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1168 ***********************************************************************
 FS1168  DESIGNATION -  PERKINS CAIRN
 FS1168  PID         -  FS1168
 FS1168  STATE/COUNTY-  AZ/MOHAVE
 FS1168  USGS QUAD   -  MT PERKINS (1989)
 FS1168
 FS1168                         *CURRENT SURVEY CONTROL
 FS1168  ___________________________________________________________________
 FS1168* NAD 83(1992)-  35 34 10.38415(N)    114 30 28.39016(W)     ADJUSTED  
 FS1168* NAVD 88     -      1664.     (meters)    5459.     (feet)  SCALED    
 FS1168  ___________________________________________________________________
 FS1168  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 FS1168  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1168  HORZ ORDER  -  THIRD
 FS1168
 FS1168.The horizontal coordinates were established by classical geodetic methods
 FS1168.and adjusted by the National Geodetic Survey in August 1993.
 FS1168
 FS1168.The orthometric height was scaled from a topographic map.
 FS1168
 FS1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1168
 FS1168.The geoid height was determined by GEOID03.
 FS1168
 FS1168;                    North         East     Units Scale Factor Converg.
 FS1168;SPC AZ W     -   507,038.408   144,660.702   MT  0.99999147   -0 26 27.1
 FS1168;SPC AZ W     - 1,663,511.84    474,608.60   iFT  0.99999147   -0 26 27.1
 FS1168;SPC NV E     - 8,091,447.002   297,482.603   MT  1.00001707   +0 37 32.3
 FS1168;SPC NV E     -26,546,689.04    975,990.84   sFT  1.00001707   +0 37 32.3
 FS1168;UTM  11      - 3,939,065.214   725,845.749   MT  1.00022860   +1 27 00.9
 FS1168
 FS1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1168!SPC AZ W     -   0.99974340  x   0.99999147  =   0.99973487
 FS1168!SPC NV E     -   0.99974340  x   1.00001707  =   0.99976047
 FS1168!UTM  11      -   0.99974340  x   1.00022860  =   0.99997194
 FS1168
 FS1168                          SUPERSEDED SURVEY CONTROL
 FS1168
 FS1168  NAD 83(1986)-  35 34 10.38212(N)    114 30 28.38109(W) AD(       ) 3
 FS1168  NAD 27      -  35 34 10.41100(N)    114 30 25.49600(W) AD(       ) 3
 FS1168
 FS1168.Superseded values are not recommended for survey control.
 FS1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1168.See file dsdata.txt to determine how the superseded data were derived.
 FS1168
 FS1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2584639065(NAD 83)
 FS1168_MARKER: 72 = CAIRN
 FS1168
 FS1168  HISTORY     - Date     Condition        Report By
 FS1168  HISTORY     - 1950     FIRST OBSERVED   USGS
 FS1168
 FS1168                          STATION DESCRIPTION
 FS1168
 FS1168'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1417 ***********************************************************************
 FS1417  DESIGNATION -  PERKINS RM 2
 FS1417  PID         -  FS1417
 FS1417  STATE/COUNTY-  AZ/MOHAVE
 FS1417  USGS QUAD   -  MT PERKINS (1989)
 FS1417
 FS1417                         *CURRENT SURVEY CONTROL
 FS1417  ___________________________________________________________________
 FS1417* NAD 83(1992)-  35 34 10.29532(N)    114 30 28.32701(W)     ADJUSTED  
 FS1417* NAVD 88     -      1664.2    (meters)    5460.     (feet)  VERTCON   
 FS1417  ___________________________________________________________________
 FS1417  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 FS1417  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1417  HORZ ORDER  -  SECOND
 FS1417
 FS1417.The horizontal coordinates were established by classical geodetic methods
 FS1417.and adjusted by the National Geodetic Survey in August 1993.
 FS1417
 FS1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1417
 FS1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1417
 FS1417.The geoid height was determined by GEOID03.
 FS1417
 FS1417;                    North         East     Units Scale Factor Converg.
 FS1417;SPC AZ W     -   507,035.659   144,662.271   MT  0.99999147   -0 26 27.1
 FS1417;SPC AZ W     - 1,663,502.82    474,613.75   iFT  0.99999147   -0 26 27.1
 FS1417;UTM  11      - 3,939,062.517   725,847.408   MT  1.00022860   +1 27 00.9
 FS1417
 FS1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1417!SPC AZ W     -   0.99974334  x   0.99999147  =   0.99973481
 FS1417!UTM  11      -   0.99974334  x   1.00022860  =   0.99997188
 FS1417
 FS1417|---------------------------------------------------------------------|
 FS1417| PID    Reference Object                     Distance      Geod. Az  |
 FS1417|                                                           dddmmss.s |
 FS1417| FS1169 PERKINS                               2.382 METERS 31918     |
 FS1417| FS1166 ELDORADO                            APPROX.20.5 KM 3420733.0 |
 FS1417|---------------------------------------------------------------------|
 FS1417
 FS1417                          SUPERSEDED SURVEY CONTROL
 FS1417
 FS1417  NAD 83(1986)-  35 34 10.29337(N)    114 30 28.31820(W) AD(       ) 2
 FS1417  NGVD 29 (11/23/90) 1663.4    (m)         5457.     (f) VERT ANG    3  
 FS1417
 FS1417.Superseded values are not recommended for survey control.
 FS1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1417.See file dsdata.txt to determine how the superseded data were derived.
 FS1417
 FS1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2584739063(NAD 83)
 FS1417_MARKER: DR = REFERENCE MARK DISK
 FS1417_SETTING: 66 = SET IN ROCK OUTCROP
 FS1417_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1417+STABILITY: POSITION/ELEVATION WELL
 FS1417
 FS1417  HISTORY     - Date     Condition        Report By
 FS1417  HISTORY     - 1938     MONUMENTED       USGS
 FS1417  HISTORY     - 1981     GOOD             AZDT
 FS1417
 FS1417                          STATION DESCRIPTION
 FS1417
 FS1417'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1417'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1417'STOCTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66, TURN ON US HIGHWAY 66
 FS1417'FOR 2.3 MILES TO US 93 INTERCHANGE AND I 40 TRAFFIC INTERCHANGE,
 FS1417'TRAVEL NORTH ALONG US 93 FOR 29.3 MILES TO DOLAN SPRINGS, MEADVIEW
 FS1417'ROAD ON THE RIGHT, CONTINUE NORTH ALONG US 93 FOR 10.95 MILES TO HIGH
 FS1417'LINES AND A GATE ON THE LEFT.  PASS THROUGH GATE AND TRAVEL SOUTHWEST
 FS1417'FOR 1.9 MILES TO A GATE, PASS THROUGH GATE AND TRAVEL 50 FEET, THEN
 FS1417'TURN LEFT AND CONTINUE SOUTHEAST FOR 2.15 MILES TO A FORK.  TAKE THE
 FS1417'LEFT FORK SOUTHEAST FOR 1.4 MILES TO A FORK, TAKE THE LEFT FORK SOUTH
 FS1417'EAST FOR 2.05 MILES TO A FORK.  TAKE THE RIGHT FORK SOUTH FOR 1.25
 FS1417'MILE TO A WIDE PLACE IN THE ROAD SOUTHEAST OF A TRANSMISSION TOWER AND
 FS1417'END OF TRUCK TRAVEL.  PACK SOUTHEAST UP THE RIDGE FOR ABOUT 1 MILE TO
 FS1417'HIGHEST POINT AND STATION, ABOUT 200 FEET SOUTHEAST OF 2 TOWERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0108 ***********************************************************************
 ET0108  DESIGNATION -  PERKINSVILL
 ET0108  PID         -  ET0108
 ET0108  STATE/COUNTY-  AZ/YAVAPAI
 ET0108  USGS QUAD   -  PERKINSVILLE (1973)
 ET0108
 ET0108                         *CURRENT SURVEY CONTROL
 ET0108  ___________________________________________________________________
 ET0108* NAD 83(1986)-  34 54 08.     (N)    112 11 35.     (W)     SCALED    
 ET0108* NAVD 88     -      1173.74   (+/-2cm)    3850.8    (feet)  VERTCON   
 ET0108  ___________________________________________________________________
 ET0108  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ET0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0108
 ET0108.The horizontal coordinates were scaled from a topographic map and have
 ET0108.an estimated accuracy of +/- 6 seconds.
 ET0108
 ET0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0108.The vertical order pertains to the NGVD 29 superseded value.
 ET0108
 ET0108.The geoid height was determined by GEOID03.
 ET0108
 ET0108;                    North         East    Units  Estimated Accuracy
 ET0108;SPC AZ C     -   432,760.      188,100.      MT  (+/- 180 meters Scaled)
 ET0108
 ET0108                          SUPERSEDED SURVEY CONTROL
 ET0108
 ET0108  NGVD 29 (??/??/92) 1172.988  (m)         3848.38   (f) ADJ UNCH    2 0
 ET0108
 ET0108.Superseded values are not recommended for survey control.
 ET0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0108.See file dsdata.txt to determine how the superseded data were derived.
 ET0108
 ET0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD910628(NAD 83)
 ET0108_MARKER: DB = BENCH MARK DISK
 ET0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0108+STABILITY: SURFACE MOTION
 ET0108
 ET0108  HISTORY     - Date     Condition        Report By
 ET0108  HISTORY     - UNK      MONUMENTED       CGS
 ET0108  HISTORY     - 1935     GOOD             NGS
 ET0108  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0108
 ET0108                          STATION DESCRIPTION
 ET0108
 ET0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0108'IN PERKINSVILLE.
 ET0108'ABOUT 300 FT. N. OF R.R. DEPOT, ABOUT 110 FT. N.W. OF POST OFFICE,
 ET0108'ABOUT 260 FT. N.W. OF CENTER LINE OF MAIN TRACK AND ON SIDE OF HILL.
 ET0108
 ET0108                          STATION RECOVERY (1973)
 ET0108
 ET0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1997 ***********************************************************************
 DV1997  DESIGNATION -  PESO
 DV1997  PID         -  DV1997
 DV1997  STATE/COUNTY-  AZ/MARICOPA
 DV1997  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1997
 DV1997                         *CURRENT SURVEY CONTROL
 DV1997  ___________________________________________________________________
 DV1997* NAD 83(1992)-  33 47 51.19588(N)    112 14 32.99543(W)     ADJUSTED  
 DV1997* NAVD 88     -       480.9    (meters)    1578.     (feet)  VERTCON   
 DV1997  ___________________________________________________________________
 DV1997  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DV1997  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DV1997  HORZ ORDER  -  SECOND
 DV1997
 DV1997.The horizontal coordinates were established by classical geodetic methods
 DV1997.and adjusted by the National Geodetic Survey in August 1993.
 DV1997
 DV1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1997
 DV1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1997
 DV1997.The geoid height was determined by GEOID03.
 DV1997
 DV1997;                    North         East     Units Scale Factor Converg.
 DV1997;SPC AZ C     -   310,248.437   183,189.807   MT  0.99991122   -0 10 52.5
 DV1997;SPC AZ C     - 1,017,875.45    601,016.43   iFT  0.99991122   -0 10 52.5
 DV1997;UTM  12      - 3,740,403.366   384,982.989   MT  0.99976308   -0 41 28.4
 DV1997
 DV1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1997!SPC AZ C     -   0.99992913  x   0.99991122  =   0.99984036
 DV1997!UTM  12      -   0.99992913  x   0.99976308  =   0.99969223
 DV1997
 DV1997:                Primary Azimuth Mark                     Grid Az
 DV1997:SPC AZ C     -  WHITE                                    039 24 52.5
 DV1997:UTM  12      -  WHITE                                    039 55 28.4
 DV1997
 DV1997|---------------------------------------------------------------------|
 DV1997| PID    Reference Object                     Distance      Geod. Az  |
 DV1997|                                                           dddmmss.s |
 DV1997| DV1989 WHITE                               APPROX. 2.8 KM 0391400.0 |
 DV1997| CH6073 PESO RM 1                            23.515 METERS 08627     |
 DV1997| CH6074 PESO RM 2                            13.557 METERS 35934     |
 DV1997|---------------------------------------------------------------------|
 DV1997
 DV1997                          SUPERSEDED SURVEY CONTROL
 DV1997
 DV1997  NAD 83(1986)-  33 47 51.19078(N)    112 14 32.99953(W) AD(       ) 2
 DV1997  NAD 27      -  33 47 51.05644(N)    112 14 30.42933(W) AD(       ) 2
 DV1997  NGVD 29 (07/19/86)  480.3    (m)         1576.     (f) VERT ANG    3  
 DV1997
 DV1997.Superseded values are not recommended for survey control.
 DV1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1997.See file dsdata.txt to determine how the superseded data were derived.
 DV1997
 DV1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8498340403(NAD 83)
 DV1997_MARKER: DD = SURVEY DISK
 DV1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1997+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 DV1997
 DV1997  HISTORY     - Date     Condition        Report By
 DV1997  HISTORY     - 1978     MONUMENTED       AZDT
 DV1997  HISTORY     - 20020330 GOOD             USPSQD
 DV1997  HISTORY     - 20060816 GOOD             USPSQD
 DV1997  HISTORY     - 20070117 GOOD             USPSQD
 DV1997  HISTORY     - 20081002 GOOD             GEOCAC
 DV1997
 DV1997                          STATION DESCRIPTION
 DV1997
 DV1997'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1997'THE STATION IS ABOUT 10.5 MILES SOUTHWEST OF NEW RIVER AND 14
 DV1997'MILES NORTH OF SUN CITY AT THE JUNCTION OF THE CAREFREE HWY. AND
 DV1997'THE LAKE PLEASANT RD.
 DV1997'
 DV1997'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED PESO 1976
 DV1997'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 DV1997'IS AT THE JUNCTION OF A T RD., THE CAREFREE HWY. AND LAKE PLEASANT
 DV1997'RD., 125 FEET SOUTH OF CENTERLINE OF CAREFREE HWY., 75 FEET EAST
 DV1997'OF LAKE PLEASANT RD. AND 25 FEET SOUTHEAST OF A POWER POLE WITH A
 DV1997'WITNESS POST AND SIGN 3 FEET TO THE SOUTH.
 DV1997'
 DV1997'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED PESO RM
 DV1997'1 1976 EPOXIED TO BEDROCK 125 FEET SOUTH OF CAREFREE
 DV1997'HWY. CENTERLINE.
 DV1997'
 DV1997'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED PESO RM
 DV1997'2 1976 AND IS EPOXIED TO BEDROCK 1 FOOT FROM THE BASE OF A POWER
 DV1997'POLE.
 DV1997'
 DV1997'TO REACH THE STATION FROM THE JUNCTION OF BELL RD. AND I-17 IN
 DV1997'NORTH PHOENIX, TRAVEL NORTH ON I-17 FOR 11.0 MILE TO THE CAREFREE
 DV1997'OVERPASS, GO WEST ON CAREFREE HWY. FOR 6.35 MILES TO JUNCTION OF
 DV1997'LAKE PLEASANT RD.  THE STATION IS SOUTH OF CAREFREE HWY. AND EAST
 DV1997'OF LAKE PLEASANT RD.
 DV1997'
 DV1997'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1997
 DV1997                          STATION RECOVERY (2002)
 DV1997
 DV1997'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1997'RECOVERED IN GOOD CONDITION.
 DV1997
 DV1997                          STATION RECOVERY (2006)
 DV1997
 DV1997'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DV1997'RECOVERED AS DESCRIBED.
 DV1997
 DV1997                          STATION RECOVERY (2007)
 DV1997
 DV1997'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DV1997'RECOVERED AS DESCRIBED.
 DV1997
 DV1997                          STATION RECOVERY (2008)
 DV1997
 DV1997'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1997'RECOVERED STATION PESO AND RM 2 IN GOOD CONDITION. UNABLE TO LOCATE RM
 DV1997'1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2155 ***********************************************************************
 DV2155  DESIGNATION -  PETRO
 DV2155  PID         -  DV2155
 DV2155  STATE/COUNTY-  AZ/MARICOPA
 DV2155  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 DV2155
 DV2155                         *CURRENT SURVEY CONTROL
 DV2155  ___________________________________________________________________
 DV2155* NAD 83(1992)-  33 00 02.78005(N)    112 45 24.12256(W)     ADJUSTED  
 DV2155* NAVD 88     -       280.1    (meters)     919.     (feet)  VERTCON   
 DV2155  ___________________________________________________________________
 DV2155  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DV2155  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV2155  HORZ ORDER  -  SECOND
 DV2155
 DV2155.The horizontal coordinates were established by classical geodetic methods
 DV2155.and adjusted by the National Geodetic Survey in August 1993.
 DV2155
 DV2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2155
 DV2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2155
 DV2155.The geoid height was determined by GEOID03.
 DV2155
 DV2155;                    North         East     Units Scale Factor Converg.
 DV2155;SPC AZ C     -   222,150.601   134,863.499   MT  0.99997595   -0 27 27.2
 DV2155;SPC AZ C     -   728,840.55    442,465.55   iFT  0.99997595   -0 27 27.2
 DV2155;UTM  12      - 3,652,743.082   335,887.227   MT  0.99993209   -0 57 25.2
 DV2155
 DV2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2155!SPC AZ C     -   0.99996094  x   0.99997595  =   0.99993689
 DV2155!UTM  12      -   0.99996094  x   0.99993209  =   0.99989304
 DV2155
 DV2155|---------------------------------------------------------------------|
 DV2155| PID    Reference Object                     Distance      Geod. Az  |
 DV2155|                                                           dddmmss.s |
 DV2155| CH6076 PETRO RM 1                            5.433 METERS 00640     |
 DV2155| DA1550 RNG GILA BENC GBN                   APPROX. 5.9 KM 1440558.8 |
 DV2155| CH6077 PETRO RM 2                           13.588 METERS 21706     |
 DV2155| CH6075 PETRO AZ MK                                        2234209.4 |
 DV2155|---------------------------------------------------------------------|
 DV2155
 DV2155                          SUPERSEDED SURVEY CONTROL
 DV2155
 DV2155  NAD 83(1986)-  33 00 02.77299(N)    112 45 24.12665(W) AD(       ) 2
 DV2155  NAD 27      -  33 00 02.61140(N)    112 45 21.52810(W) AD(       ) 2
 DV2155  NGVD 29 (12/08/88)  279.5    (m)          917.     (f) VERT ANG    3  
 DV2155
 DV2155.Superseded values are not recommended for survey control.
 DV2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2155.See file dsdata.txt to determine how the superseded data were derived.
 DV2155
 DV2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3588752743(NAD 83)
 DV2155_MARKER: DS = TRIANGULATION STATION DISK
 DV2155_SETTING: 66 = SET IN ROCK OUTCROP
 DV2155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2155
 DV2155  HISTORY     - Date     Condition        Report By
 DV2155  HISTORY     - 1960     MONUMENTED       CGS
 DV2155  HISTORY     - 1968     GOOD             AMS
 DV2155  HISTORY     - 1973     GOOD             USGS
 DV2155
 DV2155                          STATION DESCRIPTION
 DV2155
 DV2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DV2155'THE STATION IS LOCATED ON THE GILA BEND INDIAN RESERVATION,
 DV2155'4-1/2 MILES, AIRLINE NORTH-NORTHWEST OF GILA BEND AND ABOUT
 DV2155'1/2 MILE NORTH OF THE GILA RIVER, ON A LOW BENCH SHAPED HILL
 DV2155'WHICH DROPS OFF SHARPLY TO THE EAST AND SLOPES GRADUALLY
 DV2155'WESTWARD.
 DV2155'
 DV2155'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GILA BEND,
 DV2155'GO NORTH ON MARTIN AVENUE FOR 0.35 MILE, PASSING TO THE RIGHT
 DV2155'OF THE ELEMENTARY SCHOOL BUILDINGS AND THEN CONTINUING NORTHERLY
 DV2155'FOR 1.05 MILE TO AN INTERSECTION.  KEEP TO THE RIGHT AND CONTINUE
 DV2155'0.3 MILE, TURN LEFT AND FOLLOW A POWER LINE ROAD WESTWARD FOR
 DV2155'2 MILES TO AN INTERSECTION AND T JUNCTION OF POWER LINES.  TURN
 DV2155'RIGHT AND GO NORTH ON A FARM ROAD FOR 1 MILE TO AN EAST-WEST
 DV2155'FENCELINE.  TURN LEFT AND GO WEST ALONG THE FENCELINE FOR
 DV2155'0.25 MILE TO A WIRE GATE.  TURN RIGHT AND PASS THROUGH THE
 DV2155'GATE, FOLLOW THE MAIN ROAD 0.1 MILE TO A DIKE.  TURN RIGHT
 DV2155'ON THE DIKE AND GO 0.4 MILE TO AN OLD CONCRETE FOUNDATION.
 DV2155'TURN LEFT AT THE SOUTH EDGE OF THE FOUNDATION AND FOLLOW A
 DV2155'DIM TRACK ROAD INTO THE RIVER BOTTOM, (THIS ROAD WILL
 DV2155'CHANGE AS THE RIVER BED IS SHALLOW AND COVERED WITH BRUSH)
 DV2155'FOR 0.25 MILE TO THE SOUTH SIDE OF THE STATION HILL.
 DV2155'FOLLOW A DIM TRACK ROAD FOR 0.1 MILE TO A DIM FORK.
 DV2155'KEEP THE LEFT FORK AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE
 DV2155'RIGHT.  CONTINUE 0.15 MILE TO A FORK.  TURN RIGHT,
 DV2155'UPHILL, AND GO 0.25 MILE TO THE END OF TRUCK TRAVEL.  FROM
 DV2155'THIS POINT PACK NORTHEASTERLY UP THE RIDGE TO THE HIGHEST
 DV2155'POINT AND THE STATION.
 DV2155'
 DV2155'NOTE--A FOUR WHEEL DRIVE AND ABOUT 10 MINUTES PACKING TIME.
 DV2155'
 DV2155'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED PETRO 1960,
 DV2155'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS
 DV2155'AT THE HIGHEST POINT OF THE HILL ABOUT 8 FEET EAST OF A 3 FOOT
 DV2155'CAIRN.
 DV2155'
 DV2155'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 DV2155'PETRO NO 1 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DV2155'BEDROCK.  MARK IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DV2155'
 DV2155'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 DV2155'PETRO NO 2 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DV2155'BEDROCK.  MARK IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 DV2155'STATION.
 DV2155'
 DV2155'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED PETRO 1960,
 DV2155'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS 12
 DV2155'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 100 FEET EAST OF A
 DV2155'TRACK ROAD, AND ABOUT 100 FEET SOUTH OF A DRY WASH THAT EXTENDS
 DV2155'WESTWARD FROM THE STATION HILL.
 DV2155'
 DV2155'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 DV2155
 DV2155                          STATION RECOVERY (1968)
 DV2155
 DV2155'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DV2155'STATION MARK, AZIMUTH MARK, AND BOTH R.M.S WERE RECOVERED WITH
 DV2155'SLIGHT CHANGES TO THE TO REACH DESCRIPTION--FROM, TURN LEFT AND
 DV2155'FOLLOW A POWER LINE ROAD WESTWARD FOR ONE MILE TO AN INTERSECTION
 DV2155'(CROSSROADS), TURN RIGHT AND GO NORTH ON A FARM ROAD FOR 1.05
 DV2155'MILES TO A WINDMILL ON LEFT.  GO THROUGH INDIAN RESERVATION
 DV2155'FENCE AND AROUND EAST SIDE OF WINDMILL, CONTINUING ON MAIN
 DV2155'TRAIL GOING WEST ALONG SOUTH SIDE OF GILA RIVER UNTIL REACHING
 DV2155'ABANDONED PUMPING STATION (OLD CONCRETE FOUNDATION AS IN
 DV2155'ORIGINAL DESCRIPTION).  FROM HERE CONTINUE AS IN 1960
 DV2155'DESCRIPTION.  R.M.  NO. 1 IS AT ABOUT THE SAME ELEVATION AS THE
 DV2155'STATION MARK (8-CM. HIGHER THAN STATION).
 DV2155
 DV2155                          STATION RECOVERY (1973)
 DV2155
 DV2155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2155'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DV2155'AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6816 ***********************************************************************
 AC6816  PACS        -  This is a Primary Airport Control Station.
 AC6816  DESIGNATION -  PGA A
 AC6816  PID         -  AC6816
 AC6816  STATE/COUNTY-  AZ/COCONINO
 AC6816  USGS QUAD   -  PAGE (1985)
 AC6816
 AC6816                         *CURRENT SURVEY CONTROL
 AC6816  ___________________________________________________________________
 AC6816* NAD 83(2007)-  36 55 01.37520(N)    111 26 48.19954(W)     ADJUSTED  
 AC6816* NAVD 88     -      1314.32   (meters)    4312.1    (feet)  GPS OBS   
 AC6816  ___________________________________________________________________
 AC6816  EPOCH DATE  -        2007.00
 AC6816  X           -  -1,867,141.643 (meters)                     COMP
 AC6816  Y           -  -4,752,971.396 (meters)                     COMP
 AC6816  Z           -   3,810,812.564 (meters)                     COMP
 AC6816  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AC6816  ELLIP HEIGHT-        1290.907 (meters)          (02/10/07) ADJUSTED
 AC6816  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AC6816
 AC6816  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6816  Type    PID    Designation                      North   East  Ellip
 AC6816  -------------------------------------------------------------------
 AC6816  NETWORK AC6816 PGA A                             0.71   0.49   1.33
 AC6816  -------------------------------------------------------------------
 AC6816
 AC6816.This mark is at Page Municipal Airport (PGA)
 AC6816
 AC6816.The horizontal coordinates were established by GPS observations
 AC6816.and adjusted by the National Geodetic Survey in February 2007.
 AC6816
 AC6816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6816.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6816.The horizontal coordinates are valid at the epoch date displayed above.
 AC6816.The epoch date for horizontal control is a decimal equivalence
 AC6816.of Year/Month/Day.
 AC6816
 AC6816.The orthometric height was determined by GPS observations and a
 AC6816.high-resolution geoid model.
 AC6816
 AC6816.GPS derived orthometric heights for airport stations designated as
 AC6816.PACS or SACS are published to 2 decimal places.  This maintains
 AC6816.centimeter relative accuracy between the PACS and SACS.  It does
 AC6816.not indicate centimeter accuracy relative to other marks which are
 AC6816.part of the NAVD 88 network.
 AC6816
 AC6816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6816
 AC6816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6816
 AC6816.The ellipsoidal height was determined by GPS observations
 AC6816.and is referenced to NAD 83.
 AC6816
 AC6816.The geoid height was determined by GEOID03.
 AC6816
 AC6816;                    North         East     Units Scale Factor Converg.
 AC6816;SPC AZ C     -   656,368.485   255,231.893   MT  0.99992159   +0 16 56.2
 AC6816;SPC AZ C     - 2,153,439.91    837,374.98   iFT  0.99992159   +0 16 56.2
 AC6816;UTM  12      - 4,085,763.549   460,209.175   MT  0.99961950   -0 16 06.0
 AC6816
 AC6816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6816!SPC AZ C     -   0.99979745  x   0.99992159  =   0.99971906
 AC6816!UTM  12      -   0.99979745  x   0.99961950  =   0.99941703
 AC6816
 AC6816:                Primary Azimuth Mark                     Grid Az
 AC6816:SPC AZ C     -  WEATHER                                  335 11 50.2
 AC6816:UTM  12      -  WEATHER                                  335 44 52.4
 AC6816
 AC6816|---------------------------------------------------------------------|
 AC6816| PID    Reference Object                     Distance      Geod. Az  |
 AC6816|                                                           dddmmss.s |
 AC6816| GP0073 WEATHER                             APPROX. 0.5 KM 3352846.4 |
 AC6816| GP0075 PGA ARP                             APPROX. 1.1 KM 3495853.8 |
 AC6816|---------------------------------------------------------------------|
 AC6816
 AC6816                          SUPERSEDED SURVEY CONTROL
 AC6816
 AC6816  ELLIP H (01/12/01) 1290.920  (m)                       GP(       ) 4 1
 AC6816  NAD 83(1992)-  36 55 01.37486(N)    111 26 48.19901(W) AD(       ) B
 AC6816  ELLIP H (03/14/97) 1290.984  (m)                       GP(       ) 3 1
 AC6816
 AC6816.Superseded values are not recommended for survey control.
 AC6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6816.See file dsdata.txt to determine how the superseded data were derived.
 AC6816
 AC6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6020985764(NAD 83)
 AC6816_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6816_SETTING: 66 = SET IN ROCK OUTCROP
 AC6816_STAMPING: PGA A 1982
 AC6816_MARK LOGO: NGS   
 AC6816_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6816+STABILITY: POSITION/ELEVATION WELL
 AC6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6816+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1997
 AC6816
 AC6816  HISTORY     - Date     Condition        Report By
 AC6816  HISTORY     - 1982     MONUMENTED       NGS
 AC6816  HISTORY     - 19920615 GOOD             NGS
 AC6816  HISTORY     - 19951211 GOOD             CHANCE
 AC6816  HISTORY     - 19970429 GOOD             NGS
 AC6816
 AC6816                          STATION DESCRIPTION
 AC6816
 AC6816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC6816'THE STATION IS LOCATED ON THE PAGE MUNI AIRPORT NEAR RUNWAY END 33. IT
 AC6816'IS LOCATED 50.5 FT (15.4 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY
 AC6816'LEADING TO RUNWAY END 33, 174.9 FT (53.3 M) SOUTHWEST OF CENTERLINE
 AC6816'END RUNWAY 33, 58.7 FT (17.9 M) SOUTHEAST OF THE SOUTH END OF THE HOLD
 AC6816'BAR LEADING TO RUNWAY END 33.  IT IS A STANDARD BRONZE TOPO DISK
 AC6816'STAMPED PGA A 1982 SET IN A ROCK OUTCROP, IN THE SOUTHWEST CORNER.
 AC6816
 AC6816                          STATION RECOVERY (1995)
 AC6816
 AC6816'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6816'THE STATION IS LOCATED IN THE CITY OF PAGE AT THE PAGE MUNICIPAL
 AC6816'AIRPORT.  OWNERSHIP -- CITY OF PAGE, JEFF BLAKE - SCENIC AIRLINES,
 AC6816'PHONE (520) 645-4164 TO REACH THE STATION FROM THE NORTHERN JUNCTION
 AC6816'OF US HIGHWAY 89 AND US HIGHWAY 89 LOOP, PROCEED EASTERLY ALONG US
 AC6816'HIGHWAY 89 LOOP (LAKE POWELL BOULEVARD) FOR 1.6 KM (1.00 MI) TO THE
 AC6816'JUNCTION WITH NAVAJO DRIVE.  TURN LEFT AND GO NORTH ON NAVAJO DRIVE
 AC6816'FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH TENTH STREET.  TURN RIGHT
 AC6816'AND GO EAST ON TENTH STREET FOR 0.55 KM (0.35 MI) TO THE TERMINAL
 AC6816'BUILDING AND GATE 11 TO THE WEST.  PASS THROUGH GATE 11 AND PROCEED
 AC6816'EAST AND SOUTHEAST FOR 0.5 KM (0.30 MI) ACROSS THE APRONS TO THE
 AC6816'JUNCTION OF TAXIWAYS A AND A4.  TURN RIGHT AND CONTINUE SOUTHEAST ON
 AC6816'TAXIWAY A FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH TAXIWAY A5 AND
 AC6816'THE STATION ON THE LEFT SOUTH OF TAXIWAY A5 THE STATION IS A STANDARD
 AC6816'SURVEY DISK SET IN A DRILL HOLE IN A ROCK OUTCROP IN THE SOUTHWEST
 AC6816'CORNER.  THE STATION IS LOCATED 15.15 M (49.70 FT) SOUTH OF THE SOUTH
 AC6816'EDGE OF TAXIWAY A5, 19.25 M (63.16 FT) SOUTHWEST OF A RUNWAY END
 AC6816'IDENTIFIER (REIL) LIGHT, 27.75 M (91.04 FT) SOUTHWEST OF THE
 AC6816'SOUTHWESTERNMOST THRESHOLD LIGHT, 53.31 M (174.90 FT) SOUTHWEST OF THE
 AC6816'CENTERLINE END OF RUNWAY 33, 17.90 M (58.73 FT) SOUTHEAST OF THE SOUTH
 AC6816'END OF THE HOLDING POSITION MARKINGS ON TAXIWAY A5, 28.20 M (92.52 FT)
 AC6816'SOUTHWEST OF THE SOUTHEASTERLY EXTENSION OF THE SOUTHWEST EDGE OF
 AC6816'RUNWAY 15-33, 12.65 M (41.50 FT) SOUTHEAST OF A TAXIWAY LIGHT, AND 0.5
 AC6816'M (1.6 FT) NORTH OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6816'AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6816
 AC6816                          STATION RECOVERY (1997)
 AC6816
 AC6816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6816'THE STATION IS LOCATED AT THE PAGE MUNCIPAL AIRPORT, IN A SANDY AREA
 AC6816'NEAR THE INTERSECTION OF TAXIWAY A5 AND RUNWAY END 33. OWNERSHIP--CITY
 AC6816'OF PAGE, TOM VANMEENEN, AIRPORT MANAGER, P O BOX 1180, PAGE, AZ,
 AC6816'86040.  THE PHONE NUMBER IS (520) 645-8861.  TO REACH THE STATION FROM
 AC6816'THE INTERSECTION OF U S HIGHWAY 89 AND STATE HIGHWAY 89L, GO EASTERLY
 AC6816'FOR 1.6 KM (1.00 MI) ON THE STATE HIGHWAY TO THE INTERSECTION OF NORTH
 AC6816'NAVAJO AVENUE AT A STOPLIGHT.  TURN LEFT AND GO NORTHERLY ALONG NORTH
 AC6816'NAVAJO AVENUE FOR 0.6 KM (0.35 MI) TO THE INTERSECTION OF 10TH AVENUE.
 AC6816'TURN RIGHT AND GO EAST ALONG 10TH AVENUE FOR 0.5 KM (0.30 MI) TO AN
 AC6816'AIRPORT ENTRANCE ROAD LEFT.  TURN LEFT AND GO NORTH ALONG THE ENTRANCE
 AC6816'ROAD TO GATE 11 (LOCKED) .  PASS THROUGH THE GATE AND GO EAST ACROSS
 AC6816'AN APRON AND TAXIWAY A2 FOR 0.3 KM (0.20 MI) TO THE INTERSECTION OF
 AC6816'TAXIWAY A (PARALELL TAXIWAY FOR RUNWAY 15-33) .  TURN RIGHT AND GO
 AC6816'SOUTHERLY ALONG TAXIWAY A FOR 1.0 KM (0.60 MI) TO TAXIWAY A5.  TURN
 AC6816'LEFT AND GO EAST FOR 50-METERS TO THE STATION RIGHT JUST BEFORE
 AC6816'REACHING RUNWAY END 33.  THE STATION IS SET IN A DRILL HOLE IN A
 AC6816'1-METER DIAMETER AREA OF EXPOSED BEDROCK. LOCATED 175.0 M (574.1 FT)
 AC6816'WEST-SOUTHWEST OF THE CENTER OF THE END OF RUNWAY 33, 19.3 M (63.3 FT)
 AC6816'SOUTHWEST OF A REIL, 15.1 M (49.5 FT) SOUTH-SOUTHEAST OF THE SOUTH
 AC6816'EDGE OF TAXIWAY A5, 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST,
 AC6816'AND IS SET FLUSH WITH THE GROUND SURFACE.  NOTE--THIS STATION IS
 AC6816'DESIGNATED AS A PACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0075 ***********************************************************************
 GP0075  SACS        -  This is a Secondary Airport Control Station.
 GP0075  DESIGNATION -  PGA ARP
 GP0075  PID         -  GP0075
 GP0075  STATE/COUNTY-  AZ/COCONINO
 GP0075  USGS QUAD   -  PAGE (1985)
 GP0075
 GP0075                         *CURRENT SURVEY CONTROL
 GP0075  ___________________________________________________________________
 GP0075* NAD 83(2007)-  36 55 35.09083(N)    111 26 55.61827(W)     ADJUSTED  
 GP0075* NAVD 88     -      1296.392  (meters)    4253.25   (feet)  ADJUSTED  
 GP0075  ___________________________________________________________________
 GP0075  EPOCH DATE  -        2007.00
 GP0075  X           -  -1,867,078.993 (meters)                     COMP
 GP0075  Y           -  -4,752,309.654 (meters)                     COMP
 GP0075  Z           -   3,811,632.864 (meters)                     COMP
 GP0075  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GP0075  ELLIP HEIGHT-        1272.967 (meters)          (02/10/07) ADJUSTED
 GP0075  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0075  DYNAMIC HT  -        1294.906 (meters)    4248.37  (feet)  COMP
 GP0075
 GP0075  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0075  Type    PID    Designation                      North   East  Ellip
 GP0075  -------------------------------------------------------------------
 GP0075  NETWORK GP0075 PGA ARP                           0.76   0.55   1.35
 GP0075  -------------------------------------------------------------------
 GP0075  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 GP0075
 GP0075  VERT ORDER  -  FIRST     CLASS II
 GP0075
 GP0075.This mark is at Page Municipal Airport (PGA)
 GP0075
 GP0075.The horizontal coordinates were established by GPS observations
 GP0075.and adjusted by the National Geodetic Survey in February 2007.
 GP0075
 GP0075.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0075.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0075.The horizontal coordinates are valid at the epoch date displayed above.
 GP0075.The epoch date for horizontal control is a decimal equivalence
 GP0075.of Year/Month/Day.
 GP0075
 GP0075.The orthometric height was determined by differential leveling
 GP0075.and adjusted in June 1991.
 GP0075
 GP0075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0075
 GP0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0075
 GP0075.The ellipsoidal height was determined by GPS observations
 GP0075.and is referenced to NAD 83.
 GP0075
 GP0075.The geoid height was determined by GEOID03.
 GP0075
 GP0075.The dynamic height is computed by dividing the NAVD 88
 GP0075.geopotential number by the normal gravity value computed on the
 GP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0075.degrees latitude (g = 980.6199 gals.).
 GP0075
 GP0075.The modeled gravity was interpolated from observed gravity values.
 GP0075
 GP0075;                    North         East     Units Scale Factor Converg.
 GP0075;SPC AZ C     -   657,406.830   255,043.181   MT  0.99992140   +0 16 52.0
 GP0075;SPC AZ C     - 2,156,846.56    836,755.84   iFT  0.99992140   +0 16 52.0
 GP0075;UTM  12      - 4,086,803.346   460,030.505   MT  0.99961968   -0 16 10.7
 GP0075
 GP0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0075!SPC AZ C     -   0.99980027  x   0.99992140  =   0.99972168
 GP0075!UTM  12      -   0.99980027  x   0.99961968  =   0.99942002
 GP0075
 GP0075:                Primary Azimuth Mark                     Grid Az
 GP0075:SPC AZ C     -  PGA A                                    169 41 57.4
 GP0075:UTM  12      -  PGA A                                    170 15 00.1
 GP0075
 GP0075|---------------------------------------------------------------------|
 GP0075| PID    Reference Object                     Distance      Geod. Az  |
 GP0075|                                                           dddmmss.s |
 GP0075| AC6816 PGA A                               APPROX. 1.1 KM 1695849.4 |
 GP0075|---------------------------------------------------------------------|
 GP0075
 GP0075                          SUPERSEDED SURVEY CONTROL
 GP0075
 GP0075  ELLIP H (01/12/01) 1272.983  (m)                       GP(       ) 4 1
 GP0075  NAD 83(1992)-  36 55 35.09052(N)    111 26 55.61776(W) AD(       ) 1
 GP0075  ELLIP H (03/14/97) 1273.047  (m)                       GP(       ) 3 1
 GP0075  NAVD 88 (03/14/97) 1296.39   (m)         4253.2    (f) LEVELING    3  
 GP0075  NGVD 29 (??/??/92) 1295.502  (m)         4250.33   (f) ADJ UNCH    1 2
 GP0075
 GP0075.Superseded values are not recommended for survey control.
 GP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0075.See file dsdata.txt to determine how the superseded data were derived.
 GP0075
 GP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6003186803(NAD 83)
 GP0075_MARKER: DT = TOPOGRAPHIC STATION DISK
 GP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0075_STAMPING: A.R.P. 1962
 GP0075_MARK LOGO: NGS   
 GP0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0075+STABILITY: SURFACE MOTION
 GP0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0075+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1997
 GP0075
 GP0075  HISTORY     - Date     Condition        Report By
 GP0075  HISTORY     - 1962     MONUMENTED       CGS
 GP0075  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0075  HISTORY     - 19920615 GOOD             NGS
 GP0075  HISTORY     - 19951211 GOOD             CHANCE
 GP0075  HISTORY     - 19970429 GOOD             NGS
 GP0075
 GP0075                          STATION DESCRIPTION
 GP0075
 GP0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0075'1.0 MI NE FROM PAGE.
 GP0075'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0075'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.5 MILE EAST ALONG
 GP0075'NINTH AVENUE.  THENCE 0.5 MILE NORTH ALONG P STREET TO THE COMBINED
 GP0075'ADMINISTRATION BUILDING AND HANGAR AT THE GLEN CANYON AIRPORT. THENCE
 GP0075'0.25 MILE NORTHWEST ALONG THE ASPHALT RUNWAY.  0.25 MILE SOUTHEAST OF
 GP0075'THE INTERSECTION OF THE ASPHALT RUNWAY AND AN EAST-WEST GRAVELED
 GP0075'RUNWAY, 174 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ASPHALT
 GP0075'RUNWAY, 99 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 279.8
 GP0075'FEET NORTH OF A WIND SOCK WITH A FRAME WHICH BEARS 4 LIGHTS, 77.0 FEET
 GP0075'NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 GP0075'FLUSH WITH THE GROUND.
 GP0075
 GP0075                          STATION RECOVERY (1978)
 GP0075
 GP0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0075'MARK NOT FOUND.
 GP0075
 GP0075                          STATION RECOVERY (1992)
 GP0075
 GP0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GP0075'LOCATED AT PAGE MUNI AIRPORT AS FOLLOWS, 100.1 FT (30.5 M) WEST OF THE
 GP0075'EDGE OF RUNWAY 15-33, 111.3 FT (33.9 M) WEST OF THE FIRST RUNWAY LIGHT
 GP0075'NORTH OF THE PAVED RAMP AREA, 161.8 FT (49.3 M) SOUTH OF THE SECOND
 GP0075'RUNWAY LIGHT NORTH OF THE PAVED RAMP.  A STANDARD TOPOGRAPHIC DISK
 GP0075'STAMPED ARP 1962 AND SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT SET
 GP0075'FLUSH WITH THE GROUND.
 GP0075
 GP0075                          STATION RECOVERY (1995)
 GP0075
 GP0075'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 GP0075'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 GP0075'THE STATION IS LOCATED IN THE CITY OF PAGE AT THE PAGE MUNICIPAL
 GP0075'AIRPORT.  OWNERSHIP -- CITY OF PAGE, JEFF BLAKE - SCENIC AIRLINES,
 GP0075'PHONE (520) 645-4164 TO REACH THE STATION FROM THE NORTHERN JUNCTION
 GP0075'OF US HIGHWAY 89 AND US HIGHWAY 89 LOOP, PROCEED EASTERLY ALONG US
 GP0075'HIGHWAY 89 LOOP (LAKE POWELL BOULEVARD) FOR 1.6 KM (1.00 MI) TO THE
 GP0075'JUNCTION WITH NAVAJO DRIVE.  TURN LEFT AND GO NORTH ON NAVAJO DRIVE
 GP0075'FOR 0.55KM TO THE JUNCTION WITH TENTH STREET.  TURN RIGHT AND GO EAST
 GP0075'ON TENTH STREET FOR 0.55 KM (0.35 MI) TO THE TERMINAL BUILDING AND
 GP0075'GATE 11 TO THE WEST.  PASS THROUGH GATE 11 AND PROCEED EASTERLY FOR
 GP0075'0.3 KM (0.20 MI) ACROSS APRON AND ALONG TAXIWAY A2 TO THE JUNCTION
 GP0075'WITH TAXIWAY A. CONTINUE EAST ON TAXIWAY A2 CROSSING TAXIWAY A TO THE
 GP0075'STATION ON THE LEFT BETWEEN TAXIWAY A AND RUNWAY 15-33 THE STATION IS
 GP0075'S STANDARD SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 2
 GP0075'CM BELOW GROUND LEVEL.  THE STATION IS LOCATED 30.6 M (100.4 FT)
 GP0075'WEST-SOUTHWEST OF THE WEST EDGE OF RUNWAY 15-33, 31.90 M (104.66 FT)
 GP0075'EAST-NORTHEAST OF THE EAST EDGE OF TAXIWAY A, 34.00 M (111.55 FT)
 GP0075'WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT NORTH OF TAXIWAY A2, 45.10 M
 GP0075'(147.97 FT) NORTH OF THE NORTH EDGE OF TAXIWAY A2, 49.30 M (161.75 FT)
 GP0075'SOUTH-SOUTHWEST OF THE SECOND RUNWAY LIGHT NORTH OF TAXIWAY A2, 29.70
 GP0075'M (97.44 FT) NORTH-NORTHWEST OF A CULVERT, 37.80 M (124.02 FT) NORTH
 GP0075'OF A HOLDING POSITION SIGN, AND 0.60 M (1.97 FT) WEST OF A CARSONITE
 GP0075'WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 GP0075'STATION (SACS) - ARIZONA ANA SURVEYS 1996
 GP0075
 GP0075                          STATION RECOVERY (1997)
 GP0075
 GP0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 GP0075'THE STATION IS LOCATED AT THE PAGE MUNCIPAL AIRPORT, IN A SANDY AREA
 GP0075'BETWEEN RUNWAY 15-33 AND TAXIWAY A (THE PARALLEL TAXIWAY FOR RUNWAY
 GP0075'15-33) JUST NORTH OF TAXIWAY A2.  OWNERSHIP--CITY OF PAGE, TOM
 GP0075'VANMEENEN, AIRPORT MANAGER, P O BOX 1180, PAGE, AZ, 86040.  THE PHONE
 GP0075'NUMBER IS (520) 645-8861.  TO REACH THE STATION FROM THE INTERSECTION
 GP0075'OF U S HIGHWAY 89 AND STATE HIGHWAY 89L, GO EASTERLY FOR 1.6 KM (1.00
 GP0075'MI) ON THE STATE HIGHWAY TO THE INTERSECTION OF NORTH NAVAJO AVENUE AT
 GP0075'A STOPLIGHT.  TURN LEFT AND GO NORTHERLY ALONG NORTH NAVAJO AVENUE FOR
 GP0075'0.6 KM (0.35 MI) TO THE INTERSECTION OF 10TH AVENUE.  TURN RIGHT AND
 GP0075'GO EAST ALONG 10TH AVENUE FOR 0.5 KM (0.30 MI) TO AN AIRPORT ENTRANCE
 GP0075'ROAD LEFT.  TURN LEFT AND GO NORTH ALONG THE ENTRANCE ROAD TO GATE 11
 GP0075'(LOCKED) .  PASS THROUGH THE GATE AND GO EAST ACROSS AN APRON AND
 GP0075'TAXIWAY A2 FOR 0.3 KM (0.20 MI) TO THE INTERSECTION OF TAXIWAY A AND
 GP0075'THE STATION LEFT JUST PAST THE INTERSECTION.  THE STATION IS LOCATED
 GP0075'45.0 M (147.6 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF TAXIWAY A2,
 GP0075'31.9 M (104.7 FT) EAST-NORTHEAST OF THE EAST EDGE OF TAXIWAY A, 30.7 M
 GP0075'(100.7 FT) WEST-SOUTHWEST OF THE WEST EDGE OF RUNWAY 15-33, 29.5 M
 GP0075'(96.8 FT) NORTH OF THE TOP CENTER OF THE NORTH END OF A CULVERT UNDER
 GP0075'TAXIWAY A2, 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS POST, AND THE
 GP0075'STATION IS RECESSED 0.2-CENTIMETERS BELOW THE GROUND SURFACE.
 GP0075'NOTE--THIS STATION IS DESIGNATED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6817 ***********************************************************************
 AC6817  SACS        -  This is a Secondary Airport Control Station.
 AC6817  DESIGNATION -  PGA B
 AC6817  PID         -  AC6817
 AC6817  STATE/COUNTY-  AZ/COCONINO
 AC6817  USGS QUAD   -  PAGE (1985)
 AC6817
 AC6817                         *CURRENT SURVEY CONTROL
 AC6817  ___________________________________________________________________
 AC6817* NAD 83(2007)-  36 55 50.47955(N)    111 27 01.65429(W)     ADJUSTED  
 AC6817* NAVD 88     -      1293.65   (meters)    4244.2    (feet)  GPS OBS   
 AC6817  ___________________________________________________________________
 AC6817  EPOCH DATE  -        2007.00
 AC6817  X           -  -1,867,113.010 (meters)                     COMP
 AC6817  Y           -  -4,751,987.650 (meters)                     COMP
 AC6817  Z           -   3,812,010.512 (meters)                     COMP
 AC6817  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AC6817  ELLIP HEIGHT-        1270.232 (meters)          (02/10/07) ADJUSTED
 AC6817  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AC6817
 AC6817  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6817  Type    PID    Designation                      North   East  Ellip
 AC6817  -------------------------------------------------------------------
 AC6817  NETWORK AC6817 PGA B                             0.73   0.51   1.33
 AC6817  -------------------------------------------------------------------
 AC6817
 AC6817.This mark is at Page Municipal Airport (PGA)
 AC6817
 AC6817.The horizontal coordinates were established by GPS observations
 AC6817.and adjusted by the National Geodetic Survey in February 2007.
 AC6817
 AC6817.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6817.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6817.The horizontal coordinates are valid at the epoch date displayed above.
 AC6817.The epoch date for horizontal control is a decimal equivalence
 AC6817.of Year/Month/Day.
 AC6817
 AC6817.The orthometric height was determined by GPS observations and a
 AC6817.high-resolution geoid model.
 AC6817
 AC6817.GPS derived orthometric heights for airport stations designated as
 AC6817.PACS or SACS are published to 2 decimal places.  This maintains
 AC6817.centimeter relative accuracy between the PACS and SACS.  It does
 AC6817.not indicate centimeter accuracy relative to other marks which are
 AC6817.part of the NAVD 88 network.
 AC6817
 AC6817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6817
 AC6817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6817
 AC6817.The ellipsoidal height was determined by GPS observations
 AC6817.and is referenced to NAD 83.
 AC6817
 AC6817.The geoid height was determined by GEOID03.
 AC6817
 AC6817;                    North         East     Units Scale Factor Converg.
 AC6817;SPC AZ C     -   657,880.440   254,891.488   MT  0.99992124   +0 16 48.4
 AC6817;SPC AZ C     - 2,158,400.39    836,258.16   iFT  0.99992124   +0 16 48.4
 AC6817;UTM  12      - 4,087,278.249   459,883.417   MT  0.99961983   -0 16 14.4
 AC6817
 AC6817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6817!SPC AZ C     -   0.99980070  x   0.99992124  =   0.99972195
 AC6817!UTM  12      -   0.99980070  x   0.99961983  =   0.99942060
 AC6817
 AC6817                          SUPERSEDED SURVEY CONTROL
 AC6817
 AC6817  ELLIP H (01/12/01) 1270.247  (m)                       GP(       ) 4 1
 AC6817  NAD 83(1992)-  36 55 50.47923(N)    111 27 01.65376(W) AD(       ) 1
 AC6817  ELLIP H (03/14/97) 1270.311  (m)                       GP(       ) 3 1
 AC6817
 AC6817.Superseded values are not recommended for survey control.
 AC6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6817.See file dsdata.txt to determine how the superseded data were derived.
 AC6817
 AC6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5988387278(NAD 83)
 AC6817_MARKER: DD = SURVEY DISK
 AC6817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6817_STAMPING: PGA B 1996
 AC6817_MARK LOGO: NGS   
 AC6817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6817+STABILITY: SURFACE MOTION
 AC6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6817+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1997
 AC6817
 AC6817  HISTORY     - Date     Condition        Report By
 AC6817  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6817  HISTORY     - 19970429 GOOD             NGS
 AC6817
 AC6817                          STATION DESCRIPTION
 AC6817
 AC6817'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6817'THE STATION IS LOCATED IN THE CITY OF PAGE AT THE PAGE MUNICIPAL
 AC6817'AIRPORT.  OWNERSHIP -- CITY OF PAGE, JEFF BLAKE - SCENIC AIRLINES,
 AC6817'PHONE (520) 645-4164 TO REACH THE STATION FROM THE NORTHERN JUNCTION
 AC6817'OF US HIGHWAY 89 AND US HIGHWAY 89 LOOP, PROCEED EASTERLY ALONG US
 AC6817'HIGHWAY 89 LOOP (LAKE POWELL BOULEVARD) FOR 1.6 KM (1.00 MI) TO THE
 AC6817'JUNCTION WITH NAVAJO DRIVE.  TURN LEFT AND GO NORTH ON NAVAJO DRIVE
 AC6817'FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH TENTH STREET.  TURN RIGHT
 AC6817'AND GO EAST ON TENTH STREET FOR 0.55 KM (0.35 MI) TO THE TERMINAL
 AC6817'BUILDING AND GATE 11 TO THE WEST.  PASS THROUGH GATE 11 AND PROCEED
 AC6817'EASTERLY FOR 0.3 KM (0.20 MI) ACROSS APRON AND ALONG TAXIWAY A2 TO THE
 AC6817'JUNCTION WITH TAXIWAY A.  TURN LEFT AND GO NORTH-NORTHWEST ALONG
 AC6817'TAXIWAY A FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT THE STATION
 AC6817'IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3
 AC6817'FT) LONG FENO PIPE, RECESSED 6 CM BELOW GROUND LEVEL AND ENCASED IN A
 AC6817'12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AC6817'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AC6817'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AC6817'41.80 M (137.14 FT) SOUTH-SOUTHWEST OF THE SECOND TAXIWAY LIGHT SOUTH
 AC6817'OF THE HOLDING BAY, 18.65 M (61.19 FT) WEST OF THE THIRD TAXIWAY LIGHT
 AC6817'SOUTH OF THE HOLDING BAY, 21.60 M (70.87 FT) WEST OF THE WEST EDGE OF
 AC6817'TAXIWAY A, 142.30 M (466.86 FT) SOUTH OF THE NORTH EDGE OF TAXIWAY A1,
 AC6817'AND 0.9 M (3.0 FT) EAST OF A CARSONITE WITNESS POST THE STATION IS
 AC6817'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA
 AC6817'SURVEYS 1996
 AC6817
 AC6817                          STATION RECOVERY (1997)
 AC6817
 AC6817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6817'THE STATION IS LOCATED AT THE PAGE MUNCIPAL AIRPORT, IN A SANDY AREA
 AC6817'ALONG THE WEST EDGE OF TAXIWAY A (THE PARALLEL TAXIWAY FOR RUNWAY
 AC6817'15-33) ABOUT HALF WAY BETWEEN RUNWAY 7-25 AND RUNWAY END 15
 AC6817'OWNERSHIP--CITY OF PAGE, TOM VANMEENEN, AIRPORT MANAGER, P O BOX 1180,
 AC6817'PAGE, AZ, 86040.  THE PHONE NUMBER IS (520) 645-8861.  TO REACH THE
 AC6817'STATION FROM THE INTERSECTION OF U S HIGHWAY 89 AND STATE HIGHWAY 89L,
 AC6817'GO EASTERLY FOR 1.6 KM (1.00 MI) ON THE STATE HIGHWAY TO THE
 AC6817'INTERSECTION OF NORTH NAVAJO AVENUE AT A STOPLIGHT.  TURN LEFT AND GO
 AC6817'NORTHERLY ALONG NORTH NAVAJO AVENUE FOR 0.6 KM (0.35 MI) TO THE
 AC6817'INTERSECTION OF 10TH AVENUE.  TURN RIGHT AND GO EAST FOR 0.5 KM (0.30
 AC6817'MI) ALONG 10TH AVENUE TO AN AIRPORT ENTRANCE ROAD LEFT.  TURN LEFT AND
 AC6817'GO NORTH ALONG THE ENTRANCE ROAD TO GATE 11 (LOCKED) .  PASS THROUGH
 AC6817'THE GATE AND GO EAST ACROSS AN APRON AND TAXIWAY A2 FOR 0.3 KM (0.20
 AC6817'MI) TO THE INTERSECTION OF TAXIWAY A (PARALELL TAXIWAY FOR RUNWAY
 AC6817'15-33) .  TURN LEFT AND GO NORTHERLY ALONG TAXIWAY A FOR 0.4 KM (0.25
 AC6817'MI) TO THE STATION LEFT BEFORE REACHING RUNWAY END 15.  THE STATION IS
 AC6817'LOCATED 21.7 M (71.2 FT) WEST-SOUTHWEST OF THE WEST EDGE OF TAXIWAY A,
 AC6817'15.2 M (49.9 FT) EAST-NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 0.9 M
 AC6817'(3.0 FT) EAST OF A FIBERGLASS WITNESS POST, AND THE LOGO CAP IS FLUSH
 AC6817'WITH THE GROUND SURFACE.  NOTE--THIS STATION IS DESIGNATED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0882 ***********************************************************************
 DW0882  DESIGNATION -  PGT 4 RESET
 DW0882  PID         -  DW0882
 DW0882  STATE/COUNTY-  AZ/LA PAZ
 DW0882  USGS QUAD   -  QUARTZSITE (1990)
 DW0882
 DW0882                         *CURRENT SURVEY CONTROL
 DW0882  ___________________________________________________________________
 DW0882* NAD 83(1992)-  33 39 07.51625(N)    114 13 49.44002(W)     ADJUSTED  
 DW0882* NAVD 88     -       340.18   (+/-2cm)    1116.1    (feet)  VERTCON   
 DW0882  ___________________________________________________________________
 DW0882  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DW0882  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DW0882  HORZ ORDER  -  FIRST
 DW0882  VERT ORDER  -  THIRD ? (See Below)
 DW0882
 DW0882.The horizontal coordinates were established by classical geodetic methods
 DW0882.and adjusted by the National Geodetic Survey in August 1993.
 DW0882
 DW0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0882.The vertical order pertains to the NGVD 29 superseded value.
 DW0882
 DW0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0882
 DW0882.The geoid height was determined by GEOID03.
 DW0882
 DW0882;                    North         East     Units Scale Factor Converg.
 DW0882;SPC AZ W     -   294,180.876   168,800.998   MT  0.99995780   -0 15 58.4
 DW0882;SPC AZ W     -   965,160.35    553,809.05   iFT  0.99995780   -0 15 58.4
 DW0882;SPC CA 5     -   523,427.547 2,349,621.589   MT  1.00010444   +2 08 55.4
 DW0882;SPC CA 5     - 1,717,278.54  7,708,716.83   sFT  1.00010444   +2 08 55.4
 DW0882;SPC CA 6     -   666,553.213 2,187,320.102   MT  0.99996951   +1 06 35.3
 DW0882;SPC CA 6     - 2,186,850.00  7,176,232.70   sFT  0.99996951   +1 06 35.3
 DW0882;UTM  11      - 3,727,022.878   756,843.450   MT  1.00041335   +1 32 08.2
 DW0882
 DW0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0882!SPC AZ W     -   0.99995160  x   0.99995780  =   0.99990940
 DW0882!SPC CA 5     -   0.99995160  x   1.00010444  =   1.00005604
 DW0882!SPC CA 6     -   0.99995160  x   0.99996951  =   0.99992111
 DW0882!UTM  11      -   0.99995160  x   1.00041335  =   1.00036493
 DW0882
 DW0882|---------------------------------------------------------------------|
 DW0882| PID    Reference Object                     Distance      Geod. Az  |
 DW0882|                                                           dddmmss.s |
 DW0882| CF0442 PGT NO 4 RM 1                         8.730 METERS 04706     |
 DW0882| CF0443 PGT NO 4 RM 2                         5.242 METERS 16030     |
 DW0882| DW0879 KEISER                              APPROX. 5.6 KM 1663928.6 |
 DW0882|---------------------------------------------------------------------|
 DW0882
 DW0882                          SUPERSEDED SURVEY CONTROL
 DW0882
 DW0882  NAD 83(1986)-  33 39 07.51439(N)    114 13 49.44635(W) AD(       ) 1
 DW0882  NAD 27      -  33 39 07.42194(N)    114 13 46.64678(W) AD(       ) 1
 DW0882  NGVD 29 (07/19/86)  339.50   (m)         1113.8    (f) LEVELING    3  
 DW0882
 DW0882.Superseded values are not recommended for survey control.
 DW0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0882.See file dsdata.txt to determine how the superseded data were derived.
 DW0882
 DW0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5684327023(NAD 83)
 DW0882_MARKER: DD = SURVEY DISK
 DW0882_SETTING: 80 = SET IN A BOULDER
 DW0882_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DW0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0882
 DW0882  HISTORY     - Date     Condition        Report By
 DW0882  HISTORY     - 1981     MONUMENTED       NGS
 DW0882  HISTORY     - 20090218 GOOD             GEOCAC
 DW0882
 DW0882                          STATION DESCRIPTION
 DW0882
 DW0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0882'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.  THE STATION
 DW0882'MARK HAD BEEN BROKEN OUT IN A LARGE BLOCK OF BEDROCK AND REMOVED.
 DW0882'THE ANGLES AND DISTANCES TO THE REFERENCE MARKS WERE CAREFULLY
 DW0882'DUPLICATED AND THE STATION WAS RESET IN THE ORIGINAL POSITION.
 DW0882'
 DW0882'THE STATION IS LOCATED ABOUT 16 MILES EAST OF EHRENBERG, 1 MILE
 DW0882'SOUTHWEST OF QUARTZSITE, 1 MILE SOUTH OF INTERSTATE HIGHWAY 10 AND
 DW0882'ON THE HIGHEST POINT OF A PROMINENT HILL WITH A Q PAINTED ON THE
 DW0882'NORTH SIDE.
 DW0882'
 DW0882'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE GO WEST
 DW0882'ON BUSINESS LOOP 10 FOR 1.0 MILE TO A T-INTERSECTION ON THE SOUTH
 DW0882'SIDE OF INTERSTATE HIGHWAY 10.  TURN LEFT AND GO EAST ON THE
 DW0882'FRONTAGE ROAD FOR 0.6 MILE TO THE ARIZONA STATE HIGHWAY
 DW0882'MAINTENANCE YARD ON THE RIGHT.  TURN RIGHT, PASSING TO THE WEST
 DW0882'SIDE OF THE CHAINLINK FENCE AND GO SOUTH ON THE GRAVELED ROAD
 DW0882'FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 DW0882'SOUTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A FORK.  TAKE THE
 DW0882'RIGHT FORK AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 0.2
 DW0882'MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY
 DW0882'TRAVEL.  PACK EASTERLY UP HILL TO THE HIGHEST POINT AND THE
 DW0882'STATION.  ABOUT A 5 MINUTE PACK.
 DW0882'
 DW0882'THE STATION MARK IS A PLAIN 2-INCH BRASS DISK STAMPED---PGT NO 4 AMS
 DW0882'1971 1981---.  IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 DW0882'2 FEET NORTH OF THE HIGHEST PART OF THE HILL.
 DW0882
 DW0882                          STATION RECOVERY (2009)
 DW0882
 DW0882'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0882'RECOVERED STATION PGT 4 RESET ALONG WITH RM 1 AND RM 2. THE
 DW0882'REFERENCE MARKS ARE IN GOOD CONDITION AND THE STATION MARK
 DW0882'IS IN FAIR CONDITION. THE SURFACE OF THE STATION DISK HAS BEEN
 DW0882'MARRED BY VANDALS, OBLITERATING ITS STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1279 ***********************************************************************
 DB1279  DESIGNATION -  PGT NO 1
 DB1279  PID         -  DB1279
 DB1279  STATE/COUNTY-  AZ/YUMA
 DB1279  USGS QUAD   -  DOME (1991)
 DB1279
 DB1279                         *CURRENT SURVEY CONTROL
 DB1279  ___________________________________________________________________
 DB1279* NAD 83(1992)-  32 48 37.68352(N)    114 19 49.33104(W)     ADJUSTED  
 DB1279* NAVD 88     -       121.3    (meters)     398.     (feet)  VERTCON   
 DB1279  ___________________________________________________________________
 DB1279  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DB1279  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DB1279  HORZ ORDER  -  FIRST
 DB1279
 DB1279.The horizontal coordinates were established by classical geodetic methods
 DB1279.and adjusted by the National Geodetic Survey in August 1993.
 DB1279
 DB1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1279
 DB1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1279
 DB1279.The geoid height was determined by GEOID03.
 DB1279
 DB1279;                    North         East     Units Scale Factor Converg.
 DB1279;SPC AZ W     -   200,889.831   159,010.153   MT  0.99996974   -0 18 52.2
 DB1279;SPC AZ W     -   659,087.37    521,686.85   iFT  0.99996974   -0 18 52.2
 DB1279;SPC CA 6     -   573,054.264 2,179,767.251   MT  0.99999560   +1 03 17.5
 DB1279;SPC CA 6     - 1,880,095.53  7,151,453.06   sFT  0.99999560   +1 03 17.5
 DB1279;UTM  11      - 3,633,432.441   749,955.195   MT  1.00037045   +1 26 50.4
 DB1279
 DB1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1279!SPC AZ W     -   0.99998619  x   0.99996974  =   0.99995593
 DB1279!SPC CA 6     -   0.99998619  x   0.99999560  =   0.99998179
 DB1279!UTM  11      -   0.99998619  x   1.00037045  =   1.00035664
 DB1279
 DB1279:                Primary Azimuth Mark                     Grid Az
 DB1279:SPC AZ W     -  PGT NO 2                                 009 45 16.9
 DB1279:SPC CA 6     -  PGT NO 2                                 008 23 07.2
 DB1279:UTM  11      -  PGT NO 2                                 007 59 34.3
 DB1279
 DB1279|---------------------------------------------------------------------|
 DB1279| PID    Reference Object                     Distance      Geod. Az  |
 DB1279|                                                           dddmmss.s |
 DB1279| DB1273 PGT NO 2                            APPROX.13.1 KM 0092624.7 |
 DB1279| CF0437 PGT NO 1 RM 2                         8.298 METERS 05707     |
 DB1279| CF0436 PGT NO 1 RM 1                        11.588 METERS 30747     |
 DB1279|---------------------------------------------------------------------|
 DB1279
 DB1279                          SUPERSEDED SURVEY CONTROL
 DB1279
 DB1279  NAD 83(1986)-  32 48 37.68565(N)    114 19 49.33759(W) AD(       ) 1
 DB1279  NAD 27      -  32 48 37.52712(N)    114 19 46.54113(W) AD(       ) 1
 DB1279  NGVD 29 (07/19/86)  120.6    (m)          396.     (f) VERT ANG    3  
 DB1279
 DB1279.Superseded values are not recommended for survey control.
 DB1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1279.See file dsdata.txt to determine how the superseded data were derived.
 DB1279
 DB1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4995533432(NAD 83)
 DB1279_MARKER: DD = SURVEY DISK
 DB1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DB1279
 DB1279  HISTORY     - Date     Condition        Report By
 DB1279  HISTORY     - 1960     MONUMENTED       DMA
 DB1279
 DB1279                          STATION DESCRIPTION
 DB1279
 DB1279'DESCRIBED BY DEFENSE MAP AGENCY 1960
 DB1279'PGT. NO. 1, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 DB1279'AND WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD SURVEY PARTY.
 DB1279'
 DB1279'THE STATION MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK SET IN A
 DB1279'CONCRETE POST 10 INCHES IN DIAMETER AND PROJECTING 0.2 FEET ABOVE
 DB1279'GROUND.  IT IS STAMPED PGT NO. 1, ARMY MAP SERVICE 1960.
 DB1279'
 DB1279'THE STATION MARK IS LOCATED ON THE HIGHEST POINT OF A SMALL FLAT
 DB1279'TOPPED KNOLL WHICH IS ABOUT 18 MILES EAST-NORTHEAST OF YUMA AND
 DB1279'ABOUT 7 MILES EAST-SOUTHEAST OF THE YUMA TEST STATION.
 DB1279'
 DB1279'TO REACH FROM THE INTERSECTION OF U. S. ROUTE NO. 80 AND ARIZONA
 DB1279'STATE ROUTE NO. 95 (4TH AVE. AND 16TH ST.) IN YUMA, GO NORTH, EAST,
 DB1279'AND NORTH ON ROUTE 95 FOR ABOUT 18.7 MILES TO INTERSECTION WITH A
 DB1279'SAND ROAD FROM THE EAST, (THIS ROAD IS ABOUT 0.1 MILE NORTH OF
 DB1279'MILE POST 45 AND ABOUT 200 FEET NORTH OF A SMALL BRIDGE).  TURN
 DB1279'RIGHT ON TO SAND ROAD AND GO EAST OF 1.6 MILES TO INTERSECTION
 DB1279'WITH A NORTHEAST SOUTHWEST BLADED ROAD.  TURN LEFT ON BLADED ROAD AND
 DB1279'GO NORTHEAST FOR 1.7 MILES TO JUNCTION OF ROADS.  KEEP TO RIGHT AND
 DB1279'CONTINUE EAST ALONG THE CENTER OF AN ABANDONED AIRSTRIP FOR 0.3 MILE
 DB1279'TO A TRAIL ROAD TO THE LEFT, TURN LEFT AND GO NORTH ON TRAIL ROAD
 DB1279'FOR 0.1 MILE TO INTERSECTION WITH
 DB1279'EAST-NORTHEAST-WEST-SOUTHWEST ROAD.  TURN LEFT AND GO
 DB1279'WEST-SOUTHWEST FOR 0.05 MILE TO THE BASE OF A SMALL FLAT TOPPED
 DB1279'KNOLL.  LEAVE ROAD BY TURNING RIGHT AND GO NORTH UP A MODERATE
 DB1279'GRADIENT TO THE HIGH POINT OF KNOLL AND STATION SITE.
 DB1279'
 DB1279'REFERENCE MARK NO. 1--A U. S. ARMY CORPS OF ENGINEERS DISK SET IN A
 DB1279'ROUND CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND, 11.588
 DB1279'METERS WEST-NORTHWEST OF THE STATION MARK.  IT IS STAMPED PGT NO. 1
 DB1279'RM NO 1 ARMY MAP SERVICE 1960.
 DB1279'
 DB1279'REFERENCE MARK NO. 2--A U. S. ARMY CORPS OF ENGINEERS DISK SET IN A
 DB1279'ROUND CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND 9.298
 DB1279'METERS NORTHEAST OF THE STATION MARK.  IT IS STAMPED PGT NO. 1 RM
 DB1279'NO. 2 ARMY MAP SERVICE 1960.
 DB1279'
 DB1279'AZIMUTH MARK--A U. S. ARMY CORPS OF ENGINEERS DISK SET IN CONCRETE
 DB1279'PROJECTING 0.2 FEET ABOVE GROUND ON THE HIGHEST POINT OF A SMALL
 DB1279'BUTTE ABOUT 0.25 MILES EAST OF THE STATION MARK.  IT CAN BE REACHED
 DB1279'BY TAKING TRAIL ROAD IN AN EASTERLY DIRECTION FOR ABOUT 0.2
 DB1279'MILE TO THE BASE OF THE BUTTE.  A VEHICLE CAN BE DRIVEN TO WITHIN
 DB1279'ABOUT 50 FEET OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1022 ***********************************************************************
 FS1022  DESIGNATION -  PGT NO 10
 FS1022  PID         -  FS1022
 FS1022  STATE/COUNTY-  AZ/MOHAVE
 FS1022  USGS QUAD   -  RED LAKE (1968)
 FS1022
 FS1022                         *CURRENT SURVEY CONTROL
 FS1022  ___________________________________________________________________
 FS1022* NAD 83(1992)-  35 43 19.81419(N)    114 07 20.75292(W)     ADJUSTED  
 FS1022* NAVD 88     -       933.7    (meters)    3063.     (feet)  VERTCON   
 FS1022  ___________________________________________________________________
 FS1022  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 FS1022  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FS1022  HORZ ORDER  -  FIRST
 FS1022
 FS1022.The horizontal coordinates were established by classical geodetic methods
 FS1022.and adjusted by the National Geodetic Survey in August 1993.
 FS1022
 FS1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1022
 FS1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1022
 FS1022.The geoid height was determined by GEOID03.
 FS1022
 FS1022;                    North         East     Units Scale Factor Converg.
 FS1022;SPC AZ W     -   523,770.413   179,664.998   MT  0.99994732   -0 13 02.8
 FS1022;SPC AZ W     - 1,718,406.87    589,452.09   iFT  0.99994732   -0 13 02.8
 FS1022;UTM  11      - 3,956,951.948   760,290.151   MT  1.00043495   +1 40 51.7
 FS1022
 FS1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1022!SPC AZ W     -   0.99985780  x   0.99994732  =   0.99980512
 FS1022!UTM  11      -   0.99985780  x   1.00043495  =   1.00029269
 FS1022
 FS1022|---------------------------------------------------------------------|
 FS1022| PID    Reference Object                     Distance      Geod. Az  |
 FS1022|                                                           dddmmss.s |
 FS1022| CC6231 PGT NO 10 RM 2                        7.915 METERS 08231     |
 FS1022| CC6230 PGT NO 10 RM 1                        3.173 METERS 22519     |
 FS1022| FS1020 GOLD BASIN                          APPROX. 7.2 KM 3525720.3 |
 FS1022|---------------------------------------------------------------------|
 FS1022
 FS1022                          SUPERSEDED SURVEY CONTROL
 FS1022
 FS1022  NAD 83(1986)-  35 43 19.80739(N)    114 07 20.75146(W) AD(       ) 1
 FS1022  NAD 27      -  35 43 19.84422(N)    114 07 17.91682(W) AD(       ) 1
 FS1022  NGVD 29 (07/19/86)  933.0    (m)         3061.     (f) VERT ANG    3  
 FS1022
 FS1022.Superseded values are not recommended for survey control.
 FS1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1022.See file dsdata.txt to determine how the superseded data were derived.
 FS1022
 FS1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6029056952(NAD 83)
 FS1022_MARKER: DD = SURVEY DISK
 FS1022_SETTING: 66 = SET IN ROCK OUTCROP
 FS1022
 FS1022  HISTORY     - Date     Condition        Report By
 FS1022  HISTORY     - 1960     MONUMENTED       DMA
 FS1022
 FS1022                          STATION DESCRIPTION
 FS1022
 FS1022'DESCRIBED BY DEFENSE MAP AGENCY 1960
 FS1022'PGT NO. 10, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 FS1022'AND WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD PARTY.
 FS1022'
 FS1022'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 FS1022'IN A DRILL HOLE IN A ROCK OUTCROP 3 FEET IN DIAMETER AND PROJECTING
 FS1022'0.5 FEET ABOVE THE GROUND.  IT IS STAMPED PGT NO. 10 ARMY MAP
 FS1022'SERVICE 1960.
 FS1022'
 FS1022'THE STATION MARK IS LOCATED ABOUT 37 MILES NORTH-NORTHWEST OF
 FS1022'KINGMAN, ABOUT 40 MILES SOUTHEAST OF HOOVER DAM, ABOUT 3 MILES
 FS1022'NORTHWEST OF RED LAKE (DRY) ABOUT 0.1 MILE WEST OF A NORTH-SOUTH
 FS1022'ROAD ON A SMALL BUT PROMINENT HILL AT THE NORTHEAST END OF A
 FS1022'MOUNTAIN RANGE, AND ABOUT 10 FEET SOUTHEAST OF THE HIGHEST POINT
 FS1022'OF THE HILL.
 FS1022'
 FS1022'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN, GO
 FS1022'NORTHWEST ON U.S. ROUTE 93-466 FOR 30.0 MILES TO INTERSECTION WITH
 FS1022'ROAD FROM THE NORTHEAST AND SIGN PIERCE FERRY.  TURN RIGHT AND GO
 FS1022'NORTHEAST ON PIERCE FERRY ROAD FOR 13.7 MILES TO ROAD FORK.  TAKE
 FS1022'LEFT FORK STAYING ON MAIN TRAVELED ROAD AND CONTINUE NORTHEAST
 FS1022'FOR 2.5 MILES TO ROAD FORK.  TAKE RIGHT FORK AND CONTINUE
 FS1022'NORTHEAST FOR 1.4 MILES TO INTERSECTION WITH ROAD TO NORTHWEST.
 FS1022'CONTINUE STRAIGHT AHEAD GOING NORTHEAST FOR 2.4 MILES TO
 FS1022'INTERSECTION WITH ROAD TO SOUTHEAST.  (NOTE--THIS ROAD IS ABOUT
 FS1022'60 FEET FROM A CATTLE GUARD).  TURN RIGHT AND GO FOR 1.9 MILES
 FS1022'SOUTHEAST TO ROAD FORK.  TAKE RIGHT FORK AND CONTINUE
 FS1022'SOUTHEAST FOR 0.8 MILE TO POINT OPPOSITE THE EASTERN TIP OF
 FS1022'A SMALL BUT PROMINENT HILL AND END OF TRUCK TRAVEL.  FROM THIS
 FS1022'POINT THE STATION IS ABOUT 0.1 MILE TO THE WEST NEAR THE
 FS1022'HIGHEST POINT OF THE MOST EASTERLY TOP.  PACKING TIME TO
 FS1022'STATION IS ABOUT 10 MINUTES.
 FS1022'
 FS1022'REFERENCE MARK NO. 1--A U.S. ARMY CORPS OF ENGINEERS DISK
 FS1022'CEMENTED IN A DRILL HOLE IN A BOULDER, 3.173 METERS SOUTHWEST OF
 FS1022'THE STATION MARK.  IT IS STAMPED PGT NO. 10 RM NO. 1 ARMY MAP
 FS1022'SERVICE 1960.
 FS1022'
 FS1022'REFERENCE MARK NO. 2--A U.S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 FS1022'IN A DRILL HOLE IN A BOULDER, 7.915 METERS EAST-NORTHEAST OF THE
 FS1022'STATION MARK.  IT IS STAMPED PGT NO. 10 RM 2 ARMY MAP SERVICE 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1019 ***********************************************************************
 FS1019  DESIGNATION -  PGT NO 11
 FS1019  PID         -  FS1019
 FS1019  STATE/COUNTY-  AZ/MOHAVE
 FS1019  USGS QUAD   -  GARNET MTN (1989)
 FS1019
 FS1019                         *CURRENT SURVEY CONTROL
 FS1019  ___________________________________________________________________
 FS1019* NAD 83(1992)-  35 51 48.24335(N)    114 05 48.06795(W)     ADJUSTED  
 FS1019* NAVD 88     -      1324.4    (meters)    4345.     (feet)  VERTCON   
 FS1019  ___________________________________________________________________
 FS1019  LAPLACE CORR-           9.94  (seconds)                    DEFLEC99
 FS1019  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS1019  HORZ ORDER  -  FIRST
 FS1019
 FS1019.The horizontal coordinates were established by classical geodetic methods
 FS1019.and adjusted by the National Geodetic Survey in August 1993.
 FS1019
 FS1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1019
 FS1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1019
 FS1019.The geoid height was determined by GEOID03.
 FS1019
 FS1019;                    North         East     Units Scale Factor Converg.
 FS1019;SPC AZ W     -   539,431.159   182,049.763   MT  0.99994541   -0 12 11.2
 FS1019;SPC AZ W     - 1,769,787.27    597,276.13   iFT  0.99994541   -0 12 11.2
 FS1019;UTM  11      - 3,972,690.988   762,154.815   MT  1.00044693   +1 42 06.8
 FS1019
 FS1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1019!SPC AZ W     -   0.99979643  x   0.99994541  =   0.99974185
 FS1019!UTM  11      -   0.99979643  x   1.00044693  =   1.00024326
 FS1019
 FS1019|---------------------------------------------------------------------|
 FS1019| PID    Reference Object                     Distance      Geod. Az  |
 FS1019|                                                           dddmmss.s |
 FS1019| CC6232 PGT NO 11 RM 1                        8.625 METERS 07543     |
 FS1019| CC6233 PGT NO 11 RM 2                        7.949 METERS 16627     |
 FS1019| FS1020 GOLD BASIN                          APPROX. 9.1 KM 2003535.0 |
 FS1019|---------------------------------------------------------------------|
 FS1019
 FS1019                          SUPERSEDED SURVEY CONTROL
 FS1019
 FS1019  NAD 83(1986)-  35 51 48.23655(N)    114 05 48.06578(W) AD(       ) 1
 FS1019  NAD 27      -  35 51 48.27800(N)    114 05 45.21733(W) AD(       ) 1
 FS1019  NGVD 29 (07/19/86) 1323.6    (m)         4343.     (f) VERT ANG    3  
 FS1019
 FS1019.Superseded values are not recommended for survey control.
 FS1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1019.See file dsdata.txt to determine how the superseded data were derived.
 FS1019
 FS1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6215572691(NAD 83)
 FS1019_MARKER: DE = TRAVERSE STATION DISK
 FS1019_SETTING: 66 = SET IN ROCK OUTCROP
 FS1019
 FS1019  HISTORY     - Date     Condition        Report By
 FS1019  HISTORY     - 1960     MONUMENTED       DMA
 FS1019
 FS1019                          STATION DESCRIPTION
 FS1019
 FS1019'DESCRIBED BY DEFENSE MAP AGENCY 1960
 FS1019'PGT NO. 11, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 FS1019'AND WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD PARTY.
 FS1019'
 FS1019'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 FS1019'IN OUTCROPPING ROCK 1.5 X 2 FEET IN DIMENSION AND PROJECTING ABOUT
 FS1019'0.3 FEET ABOVE THE GROUND.  IT IS STAMPED PGT NO. 11 ARMY MAP
 FS1019'SERVICE 1960.
 FS1019'
 FS1019'THE STATION MARK IS LOCATED ABOUT 47 MILES NORTH OF KINGMAN, 37
 FS1019'MILES EAST-SOUTHEAST OF HOOVER DAM AND ABOUT 1 MILE WEST OF THE
 FS1019'PIERCE FERRY ROAD ON A ROUNDED TOP OF A NORTH-WEST-SOUTHEAST
 FS1019'RIDGE, ABOUT 0.25 MILE SOUTHEAST OF A HIGHER TOP, ABOUT 26 FEET
 FS1019'EAST-NORTHEAST OF THE HIGHEST POINT OF THE TOP AND 8 FEET EAST OF
 FS1019'A CAIRN.
 FS1019'
 FS1019'TO REACH FROM THE RAILROAD DEPOT IN KINGMAN, GO NORTHWEST OF
 FS1019'U.S. ROUTES 93-466 FOR 30.0 MILES TO THE INTERSECTION OF A ROAD
 FS1019'FROM THE NORTHEAST, AND SIGN PIERCE FERRY.  TURN RIGHT AND GO
 FS1019'NORTHEAST ON THE PIERCE FERRY ROAD FOR 13.7 MILES TO A ROAD
 FS1019'FORK.  TAKE LEFT FORK AND STAY ON MAIN TRAVELED ROAD CONTINUING
 FS1019'NORTHEAST FOR 2.5 MILES TO A ROAD FORK.  TAKE RIGHT FORK AND
 FS1019'CONTINUE NORTHEAST FOR 1.4 MILES TO THE INTERSECTION OF A ROAD
 FS1019'NORTHWEST.  KEEP RIGHT AND CONTINUE NORTHEAST FOR 5.1 MILES TO
 FS1019'A CROSSROADS INTERSECTION AND SIGN PIERCE FERRY 31.  CONTINUE
 FS1019'ON NORTHEAST FOR 0.05 MILE.  (NOTE--AT THIS POINT STATION
 FS1019'GOLD BASIN USC AND GS 1950 IS LOCATED ABOUT 33 FEET NORTHWEST OF
 FS1019'THE CENTERLINE OF THE ROAD.  IT IS A DISK BRAZED TO THE TOP OF A
 FS1019'TWO INCH IRON PIPE AND IS THE AZIMUTH MARK FOR PGT NO.11).
 FS1019'CONTINUE ON NORTHEAST FOR 6.2 MILES TO A ROAD INTERSECTION AT THE
 FS1019'CREST OF THE DIVIDE, AND SIGNS--PIERCE FERRY U.S. GUANO AND
 FS1019'MEADVIEW 11 MILES.  TAKE LEFT FORK AND GO 0.8 MILE TO A LARGE
 FS1019'JOSHUA TREE WITH A TRIANGLE BLAZE, LOCATED AT THE LEFT EDGE OF
 FS1019'THE ROAD.  CONTINUE PAST TREE FOR ABOUT 30 FEET AND TURN LEFT ON
 FS1019'TRACK TRAIL.  GO WEST ACROSS COUNTRY KEEPING ON GRADUAL
 FS1019'SLOPING RIDGE FOR ABOUT 1.2 MILES TO THE SUMMIT OF A
 FS1019'ROUNDED TOP AND STATION SITE.  FOUR-WHEEL DRIVE VEHICLE
 FS1019'NECESSARY.
 FS1019'
 FS1019'REFERENCE MARK NO. 1--A U.S. ARMY CORPS OF ENGINEERS DISK
 FS1019'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING ROCK 8.2625 METERS
 FS1019'EAST OF THE STATION MARK AND STAMPED PGT NO. 11RM NO. 1 ARMY MAP
 FS1019'SERVICE 1960.
 FS1019'
 FS1019'REFERENCE MARK NO. 2--A U.S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 FS1019'IN A DRILL HOLE IN A WHITE COLORED ROCK OUTCROPPING 7.949 METERS
 FS1019'SOUTH-SOUTHEAST OF STATION MARK AND STAMPED PGT NO. 11 RM NO. 2
 FS1019'ARMY MAP SERVICE 1960.
 FS1019'
 FS1019'AZIMUTH MARK--A USC AND GS DISK, STAMPED GOLD BASIN 1950, BRAZED
 FS1019'INTO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES
 FS1019'ABOVE THE GROUND 33 FEET NORTHWEST OF THE CENTER OF THE ROAD.  IT
 FS1019'IS SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0393 ***********************************************************************
 GQ0393  DESIGNATION -  PGT NO 12
 GQ0393  PID         -  GQ0393
 GQ0393  STATE/COUNTY-  AZ/MOHAVE
 GQ0393  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0393
 GQ0393                         *CURRENT SURVEY CONTROL
 GQ0393  ___________________________________________________________________
 GQ0393* NAD 83(1992)-  36 12 49.14875(N)    113 57 37.11910(W)     ADJUSTED  
 GQ0393* NAVD 88     -       734.8    (meters)    2411.     (feet)  VERTCON   
 GQ0393  ___________________________________________________________________
 GQ0393  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 GQ0393  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 GQ0393  HORZ ORDER  -  FIRST
 GQ0393
 GQ0393.The horizontal coordinates were established by classical geodetic methods
 GQ0393.and adjusted by the National Geodetic Survey in August 1993.
 GQ0393
 GQ0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0393
 GQ0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0393
 GQ0393.The geoid height was determined by GEOID03.
 GQ0393
 GQ0393;                    North         East     Units Scale Factor Converg.
 GQ0393;SPC AZ W     -   578,257.383   194,450.125   MT  0.99993774   -0 07 27.3
 GQ0393;SPC AZ W     - 1,897,169.89    637,959.73   iFT  0.99993774   -0 07 27.3
 GQ0393;UTM  12      - 4,011,709.796   233,879.692   MT  1.00047269   -1 44 59.9
 GQ0393;UTM  11      - 4,011,930.801   773,258.113   MT  1.00052013   +1 47 49.0
 GQ0393
 GQ0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0393!SPC AZ W     -   0.99988889  x   0.99993774  =   0.99982664
 GQ0393!UTM  12      -   0.99988889  x   1.00047269  =   1.00036153
 GQ0393!UTM  11      -   0.99988889  x   1.00052013  =   1.00040896
 GQ0393
 GQ0393|---------------------------------------------------------------------|
 GQ0393| PID    Reference Object                     Distance      Geod. Az  |
 GQ0393|                                                           dddmmss.s |
 GQ0393| CH3904 PGT NO 12 RM 1                        8.438 METERS 01338     |
 GQ0393| CH3905 PGT NO 12 RM 2                       10.049 METERS 14727     |
 GQ0393| GR0381 AIRPORT                             APPROX.14.9 KM 2103129.5 |
 GQ0393|---------------------------------------------------------------------|
 GQ0393
 GQ0393                          SUPERSEDED SURVEY CONTROL
 GQ0393
 GQ0393  NAD 83(1986)-  36 12 49.14244(N)    113 57 37.11643(W) AD(       ) 1
 GQ0393  NAD 27      -  36 12 49.20457(N)    113 57 34.27418(W) AD(       ) 1
 GQ0393  NGVD 29 (07/19/86)  734.1    (m)         2408.     (f) VERT ANG    3  
 GQ0393
 GQ0393.Superseded values are not recommended for survey control.
 GQ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0393.See file dsdata.txt to determine how the superseded data were derived.
 GQ0393
 GQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3388011710(NAD 83)
 GQ0393_MARKER: DD = SURVEY DISK
 GQ0393_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0393
 GQ0393  HISTORY     - Date     Condition        Report By
 GQ0393  HISTORY     - 1978     MONUMENTED       AMS
 GQ0393
 GQ0393                          STATION DESCRIPTION
 GQ0393
 GQ0393'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1978
 GQ0393'THE STATION MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 GQ0393'IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS ABOUT 2 FEET IN
 GQ0393'DIAMETER, PROJECTS 1 FOOT ABOVE THE GROUND AND IS STAMPED PGT NO.
 GQ0393'12 ARMY MAP SERVICE 1960.
 GQ0393'
 GQ0393'THE STATION MARK IS LOCATED ON A SMALL KNOLL ABOUT 41 MILES SOUTH
 GQ0393'OF MESQUITE, CLARK COUNTY, NEVADA, ABOUT 45 MILES EAST-NORTHEAST OF
 GQ0393'HOOVER DAM AND ABOUT 4 MILES EAST OF THE ARIZONA NEVADA BORDER.
 GQ0393'
 GQ0393'TO REACH FROM THE POST OFFICE IN MESQUITE, GO WEST-SOUTHWEST ON
 GQ0393'U. S. ROUTE NO. 91 FOR 10.3 MILES TO INTERSECTION WITH ROAD FROM
 GQ0393'THE SOUTH-SOUTHEAST--TURN LEFT AND GO SOUTH-SOUTHEAST FOR 3.2 MILES
 GQ0393'TO INTERSECTION WITH GRADED ROAD FROM SOUTHWEST WHICH IS JUST
 GQ0393'SOUTH OF BRIDGE OVER VIRGIN RIVER--TURN RIGHT ONTO GRADED ROAD AND
 GQ0393'GO SOUTHWEST FOR ABOUT 0.4 MILE TO ROAD FORK--KEEP TO THE
 GQ0393'RIGHT TAKING MAIN TRAVELED ROAD AND CONTINUE SOUTHWEST FOR 4.3
 GQ0393'MILES TO ROAD FORK--KEEP TO THE RIGHT CONTINUING SOUTHWEST AND
 GQ0393'GRADUALLY BEARING TO SOUTH AND SOUTHEAST FOR 6.1 MILES TO
 GQ0393'INTERSECTION WITH LANE FROM SOUTHWEST AND SIGN JUANITA SPRINGS
 GQ0393'RANCH--KEEP STRAIGHT AHEAD AND GO SOUTHEAST FOR 8.7 MILES TO
 GQ0393'ROAD FORK, TAKE RIGHT FORK AND GO SOUTHEAST FOR 2.6 MILE TO
 GQ0393'ROAD FORK AND SIGNS PAKOON-LAPCO-GOLD BUTTE-ED YATES--TAKE
 GQ0393'RIGHT FORK AND CONTINUE SOUTH FOR 3.6 MILES TO FENCE AND CATTLE
 GQ0393'GUARD--CROSS CATTLE GUARD AND GO SOUTHEAST FOR 5.6 MILES TO ROAD
 GQ0393'FORK AND SIGNS GOLD BUTTE-GRAND GULCH-ED YATES.  TAKE LEFT FORK
 GQ0393'IN THE DIRECTION OF GRAND GULCH AND CONTINUE SOUTHEAST
 GQ0393'STAYING ON MAIN TRAVELED ROAD FOR 5.5 MILES TO GAP IN
 GQ0393'NORTH-SOUTH FENCE (NOTE--THIS FENCE IS ON THE BORDER BETWEEN ARIZONA
 GQ0393'AND NEVADA).  PASS THROUGH GAP IN FENCE, CROSSING INTO ARIZONA AND
 GQ0393'GO SOUTHEAST FOR 2.0 MILES TO FENCE AND GATE.  PASS THROUGH GATE
 GQ0393'AND CONTINUE SOUTHEAST DOWN TRACK ROAD IN WASH FOR 1.7 MILES TO
 GQ0393'ROAD FORK AND SIGNS ED YATES-GRAND GULCH.  KEEP TO RIGHT
 GQ0393'CONTINUING SOUTHEAST DOWN WASH FOR 1.8 MILES TO POINT WHERE
 GQ0393'ROAD LEAVES WASH AT A CEDAR POST AND SIGN STATION NO 1, LEAVE WASH
 GQ0393'CONTINUING SOUTHEAST ON ONLY AVAILABLE ROAD AND GO 4.1 MILES TO
 GQ0393'ROAD FORK AND SMALL GREEN PAINTED SIGN ED YATES.  TAKE LEFT
 GQ0393'FORK AND CONTINUE SOUTHEAST DOWN WASH, THEN LEAVING WASH IN AN
 GQ0393'EASTERLY DIRECTION AND TAKING ROAD UP SHALLOW DEFILE TO HIGHER
 GQ0393'ELEVATIONS.  THEN BACK INTO A NORTHEAST-SOUTHWEST WASH
 GQ0393'FOR 6.3 MILES TO A FENCE AND GATE AT THE ED YATES RANCH
 GQ0393'BUILDINGS.  PASS THROUGH GATE, TURN IMMEDIATELY LEFT AND GO EAST
 GQ0393'UP A BOXED CANYON FOR ABOUT 0.9 MILE TO FORK OF WASH.  TAKE WASH
 GQ0393'TO RIGHT AND GO EAST-SOUTHEAST FOR ABOUT 1.0 MILES TO FORK IN WASH.
 GQ0393'TAKE RIGHT FORK AND GO SOUTH FOR 0.15 MILE TO FORK OF WASH.
 GQ0393'TAKE LEFT FORK AND GO EAST-SOUTHEAST FOR ABOUT 0.25 MILE TO
 GQ0393'POINT WHERE TRACK ROAD LEAVES WASH.  TAKE TRACK ROAD TO RIGHT
 GQ0393'LEAVING WASH AND GO SOUTHEAST AND SOUTH FOR 2.1 MILES TO ROAD
 GQ0393'FORK.  TAKE FORK TO RIGHT AND GOING GENERALLY IN A SOUTHWEST
 GQ0393'DIRECTION FOR 1.0 MILES TO CREST OF SMALL RIDGE.  FROM THIS CREST
 GQ0393'TURN RIGHT AND GO CROSS COUNTRY ON DIM TRAIL STAYING TO CREST OF
 GQ0393'RIDGES TOWARD HIGHER ELEVATIONS FOR 1.3 MILES TO TOP OF SMALL
 GQ0393'KNOLL AND SITE OF STATION NEAR A FOUR FEET HIGH ROCK CAIRN.
 GQ0393'
 GQ0393'REFERENCE MARK NO. 1--A U. S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 GQ0393'IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS ABOUT 1 FOOT IN
 GQ0393'DIAMETER, PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS 8.438 METERS
 GQ0393'NORTH-NORTHEAST OF THE STATION MARK.  IT IS STAMPED PGT NO. 12 RM
 GQ0393'NO. 1 ARMY MAP SERVICE 1960.
 GQ0393'
 GQ0393'REFERENCE MARK NO. 2--A U. S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 GQ0393'IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS ABOUT 18 INCHES IN
 GQ0393'DIAMETER, PROJECTS 0.3 FOOT ABOVE THE GROUND, AND IS 10.049 METERS
 GQ0393'SOUTHEAST OF THE STATION MARK.  IT IS STAMPED PGT NO. 12 RM NO. 2
 GQ0393'ARMY MAP SERVICE 1960.
 GQ0393'
 GQ0393'PGT NO 12, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 GQ0393'FROM YUMA, ARIZONA TO MESQUITE, NEVADA, AND WAS ESTABLISHED BY AN
 GQ0393'ARMY MAP SERVICE FIELD PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0416 ***********************************************************************
 GQ0416  DESIGNATION -  PGT NO 13
 GQ0416  PID         -  GQ0416
 GQ0416  STATE/COUNTY-  AZ/MOHAVE
 GQ0416  USGS QUAD   -  JACOBS WELL (1985)
 GQ0416
 GQ0416                         *CURRENT SURVEY CONTROL
 GQ0416  ___________________________________________________________________
 GQ0416* NAD 83(1992)-  36 41 18.16608(N)    113 58 19.50108(W)     ADJUSTED  
 GQ0416* NAVD 88     -      1511.3    (meters)    4958.     (feet)  VERTCON   
 GQ0416  ___________________________________________________________________
 GQ0416  LAPLACE CORR-           9.24  (seconds)                    DEFLEC99
 GQ0416  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 GQ0416  HORZ ORDER  -  FIRST
 GQ0416
 GQ0416.The horizontal coordinates were established by classical geodetic methods
 GQ0416.and adjusted by the National Geodetic Survey in August 1993.
 GQ0416
 GQ0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0416
 GQ0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0416
 GQ0416.The geoid height was determined by GEOID03.
 GQ0416
 GQ0416;                    North         East     Units Scale Factor Converg.
 GQ0416;SPC AZ W     -   630,935.566   193,512.896   MT  0.99993818   -0 07 57.7
 GQ0416;SPC AZ W     - 2,069,998.58    634,884.83   iFT  0.99993818   -0 07 57.7
 GQ0416;UTM  12      - 4,064,421.347   234,446.082   MT  1.00046888   -1 46 36.3
 GQ0416;UTM  11      - 4,064,577.592   770,543.866   MT  1.00050185   +1 48 36.6
 GQ0416
 GQ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0416!SPC AZ W     -   0.99976687  x   0.99993818  =   0.99970506
 GQ0416!UTM  12      -   0.99976687  x   1.00046888  =   1.00023564
 GQ0416!UTM  11      -   0.99976687  x   1.00050185  =   1.00026860
 GQ0416
 GQ0416:                Primary Azimuth Mark                     Grid Az
 GQ0416:SPC AZ W     -  MOSBY                                    176 56 06.5
 GQ0416:UTM  12      -  MOSBY                                    178 34 45.1
 GQ0416:UTM  11      -  MOSBY                                    174 59 32.2
 GQ0416
 GQ0416|---------------------------------------------------------------------|
 GQ0416| PID    Reference Object                     Distance      Geod. Az  |
 GQ0416|                                                           dddmmss.s |
 GQ0416| GQ0414 MOSBY                               APPROX.13.8 KM 1764808.8 |
 GQ0416| CH3906 PGT NO 13 RM 1                        7.670 METERS 18917     |
 GQ0416| CH3907 PGT NO 13 RM 2                        7.804 METERS 28736     |
 GQ0416|---------------------------------------------------------------------|
 GQ0416
 GQ0416                          SUPERSEDED SURVEY CONTROL
 GQ0416
 GQ0416  NAD 83(1986)-  36 41 18.16081(N)    113 58 19.50001(W) AD(       ) 1
 GQ0416  NAD 27      -  36 41 18.24046(N)    113 58 16.62175(W) AD(       ) 1
 GQ0416  NGVD 29 (07/19/86) 1510.5    (m)         4956.     (f) VERT ANG    3  
 GQ0416
 GQ0416.Superseded values are not recommended for survey control.
 GQ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0416.See file dsdata.txt to determine how the superseded data were derived.
 GQ0416
 GQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3444664421(NAD 83)
 GQ0416_MARKER: DD = SURVEY DISK
 GQ0416_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0416
 GQ0416  HISTORY     - Date     Condition        Report By
 GQ0416  HISTORY     - 1978     MONUMENTED       AMS
 GQ0416
 GQ0416                          STATION DESCRIPTION
 GQ0416
 GQ0416'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1978
 GQ0416'PGT NO. 1, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 GQ0416'FROM YUMA, ARIZONA, TO MESQUITE, NEVADA, AND WAS ESTABLISHED BY AN
 GQ0416'ARMY MAP SERVICE FIELD PARTY.
 GQ0416'
 GQ0416'THE STATION MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 GQ0416'PGT NO 13 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN
 GQ0416'OUTCROPPING ROCK THAT PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GQ0416'
 GQ0416'THE STATION MARK IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF MESQUITE,
 GQ0416'NEVADA, ABOUT 14 MILES SOUTH-SOUTHWEST OF LITTLEFIELD, ARIZONA AND
 GQ0416'ABOUT 4.2 MILES EAST OF THE BOUNDARY BETWEEN ARIZONA AND NEVADA IN
 GQ0416'A SADDLE IN THE VIRGIN MOUNTAINS.  IT IS 14 FEET SOUTH OF THE EDGE
 GQ0416'OF A SLIGHT BLUFF AND 20 FEET SOUTH-SOUTHWEST OF OUTCROPPING ROCK
 GQ0416'WHICH IS THE HIGHEST POINT IN THE SADDLE.
 GQ0416'
 GQ0416'TO REACH THE STATION FROM THE MESQUITE POST OFFICE, GO WEST ON
 GQ0416'U. S. ROUTE NO. 91 FOR 1.4 MILES TO A PAVED ROAD TO THE SOUTH.  TURN
 GQ0416'LEFT AND GO SOUTH FOR 1.1 MILES CROSSING THE VIRGIN RIVER TO THE
 GQ0416'INTERSECTION OF THREE ROADS ON THE LEFT.  TURN LEFT AND TAKING THE
 GQ0416'MIDDLE, ROAD, GO SOUTHEAST FOR 0.1 MILE TO ROAD FORK.  TAKE LEFT
 GQ0416'FORK AND CONTINUE SOUTHEAST FOR 0.5 MILE TO CROSSROAD.  CONTINUE
 GQ0416'STRAIGHT AHEAD FOR 0.4 MILE TO INTERSECTION WITH ROAD FROM
 GQ0416'NORTHEAST, CONTINUE STRAIGHT AHEAD GOING SOUTHEAST FOR 2.1
 GQ0416'MILES TO ROAD FORK.  TAKE LEFT FORK AND CONTINUE SOUTHEAST FOR 3.6
 GQ0416'MILES TO ROAD FORK.  TAKE RIGHT FORK AND GO SOUTH-SOUTHEAST FOR
 GQ0416'0.4 MILE TO ROAD FORK.  TAKE LEFT FORK AND CONTINUE
 GQ0416'SOUTH-SOUTHEAST FOR 1.2 MILES TO INTERSECTION WITH ROAD FROM
 GQ0416'SOUTHWEST.  CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO INTERSECTION
 GQ0416'WITH ROAD FROM WEST.  CONTINUE STRAIGHT AHEAD GOING
 GQ0416'SOUTH-SOUTHEAST FOR 5.1 MILES CROSSING MOUNTAIN PASS AND
 GQ0416'DOWN THE SOUTHEASTERN SLOPE OF MOUNTAIN TO A ROAD FORK, TAKE LEFT
 GQ0416'FORK AND GO EAST FOR 1.2 MILES TO A REVERSED FORK IN ROAD
 GQ0416'(NOTE--THIS FORK IS ABOUT 0.25 MILE SOUTH OF THE BLACK
 GQ0416'DIAMOND MAGNESIUM MINE) CONTINUE GOING EAST FOR 0.25 MILE TO ROAD
 GQ0416'FORK.  TAKE LEFT FORK AND GO SOUTHEAST FOR 1.1 MILES TO DIM TRACK
 GQ0416'ROAD ON THE LEFT.  (NOTE--THIS DIM ROAD IS ABOUT 150 FEET FROM A
 GQ0416'GATE AND FENCE PARALLELING A NORTH-EAST-SOUTHWEST ROAD).  TURN
 GQ0416'LEFT AND GO NORTH AND THEN NORTH-NORTHWEST ON A MEANDERING ROAD
 GQ0416'FOR 4.7 MILES TO INTERSECTION WITH FENCE AND GATE.  PASS THROUGH
 GQ0416'GATE AND GO NORTHWEST FOR 2.6 MILES TO SADDLE OF MOUNTAIN AND SITE
 GQ0416'OF STATION.
 GQ0416'
 GQ0416'REFERENCE MARK NO 1--A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 GQ0416'PGT NO 13 RM NO 1 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE
 GQ0416'IN OUTCROPPING ROCK ABOUT 3 FEET IN DIAMETER THAT PROJECTS 2 FEET
 GQ0416'ABOVE THE GROUND 7.670 METERS SOUTH-SOUTHWEST OF THE STATION.
 GQ0416'
 GQ0416'REFERENCE MARK NO. 2--A U. S. ARMY CORPS OF ENGINEERS DISK STAMPED
 GQ0416'PGT NO 13 RM NO 2 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE
 GQ0416'IN OUTCROPPING ROCK THAT PROJECTS 0.5 FOOT ABOVE THE GROUND 7.804
 GQ0416'METERS WEST-NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1814 ***********************************************************************
 GR1814  DESIGNATION -  PGT NO 14
 GR1814  PID         -  GR1814
 GR1814  STATE/COUNTY-  AZ/MOHAVE
 GR1814  USGS QUAD   -  MESQUITE (1985)
 GR1814
 GR1814                         *CURRENT SURVEY CONTROL
 GR1814  ___________________________________________________________________
 GR1814* NAD 83(1992)-  36 50 20.29722(N)    114 02 09.25950(W)     ADJUSTED  
 GR1814* NAVD 88     -       647.02   (+/-2cm)    2122.8    (feet)  VERTCON   
 GR1814  ___________________________________________________________________
 GR1814  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 GR1814  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GR1814  HORZ ORDER  -  FIRST
 GR1814  VERT ORDER  -  THIRD ? (See Below)
 GR1814
 GR1814.The horizontal coordinates were established by classical geodetic methods
 GR1814.and adjusted by the National Geodetic Survey in August 1993.
 GR1814
 GR1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1814.The vertical order pertains to the NGVD 29 superseded value.
 GR1814
 GR1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1814
 GR1814.The geoid height was determined by GEOID03.
 GR1814
 GR1814;                    North         East     Units Scale Factor Converg.
 GR1814;SPC AZ W     -   647,661.295   187,859.186   MT  0.99994134   -0 10 17.1
 GR1814;SPC AZ W     - 2,124,873.02    616,335.91   iFT  0.99994134   -0 10 17.1
 GR1814;UTM  11      - 4,081,110.612   764,322.015   MT  1.00046081   +1 46 41.5
 GR1814;UTM  12      - 4,081,311.884   229,272.604   MT  1.00050304   -1 49 16.8
 GR1814
 GR1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1814!SPC AZ W     -   0.99990260  x   0.99994134  =   0.99984395
 GR1814!UTM  11      -   0.99990260  x   1.00046081  =   1.00036337
 GR1814!UTM  12      -   0.99990260  x   1.00050304  =   1.00040559
 GR1814
 GR1814:                Primary Azimuth Mark                     Grid Az
 GR1814:SPC AZ W     -  LITTLE                                   113 41 06.3
 GR1814:UTM  11      -  LITTLE                                   111 44 07.7
 GR1814:UTM  12      -  LITTLE                                   115 20 06.0
 GR1814
 GR1814|---------------------------------------------------------------------|
 GR1814| PID    Reference Object                     Distance      Geod. Az  |
 GR1814|                                                           dddmmss.s |
 GR1814| GR0098 LITTLE                              APPROX. 2.4 KM 1133049.2 |
 GR1814| CC6234 PGT NO 14 RM 1                        7.910 METERS 25756     |
 GR1814| CC6235 PGT NO 14 RM 2                       18.077 METERS 31838     |
 GR1814|---------------------------------------------------------------------|
 GR1814
 GR1814                          SUPERSEDED SURVEY CONTROL
 GR1814
 GR1814  NAD 83(1986)-  36 50 20.29419(N)    114 02 09.25928(W) AD(       ) 1
 GR1814  NAD 27      -  36 50 20.38205(N)    114 02 06.37409(W) AD(       ) 1
 GR1814  NGVD 29 (07/19/86)  646.30   (m)         2120.4    (f) LEVELING    3  
 GR1814
 GR1814.Superseded values are not recommended for survey control.
 GR1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1814.See file dsdata.txt to determine how the superseded data were derived.
 GR1814
 GR1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6432281111(NAD 83)
 GR1814_MARKER: DD = SURVEY DISK
 GR1814_SETTING: 66 = SET IN ROCK OUTCROP
 GR1814
 GR1814  HISTORY     - Date     Condition        Report By
 GR1814  HISTORY     - 1960     MONUMENTED       AMS
 GR1814
 GR1814                          STATION DESCRIPTION
 GR1814
 GR1814'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1960
 GR1814'PGT NO 14, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 GR1814'FROM YUMA, ARIZONA, TO MESQUITE, NEVADA AND WAS ESTABLISHED BY AN
 GR1814'ARMY MAP SERVICE FIELD PARTY.
 GR1814'
 GR1814'THE STATION MARK IS A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED PGT
 GR1814'NO 14 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GR1814'ROCK, FLUSH WITH THE GROUND.
 GR1814'
 GR1814'THE STATION MARK IS LOCATED ABOUT 3 MILES NORTHEAST OF MESQUITE,
 GR1814'NEVADA, 7 MILES SOUTHWEST OF LITTLEFIELD, ARIZONA, 27 FEET EAST OF
 GR1814'THE WEST ESCARPMENT OF A MESA, 118 FEET WEST OF A TRACK ROAD, AND 8
 GR1814'FEET NORTH OF A ROCK CAIRN.
 GR1814'
 GR1814'TO REACH THE STATION FROM THE MESQUITE POST OFFICE GO NORTHEAST ON
 GR1814'U. S. ROUTE 91, PASSING INTO ARIZONA, FOR 4.0 MILES TO A PROMINENT
 GR1814'CUT WHERE THE HIGHWAY CROSSES THE CREST OF A RIDGE AND A TRACK ROAD
 GR1814'TO THE NORTHWEST.  TURN LEFT, DOUBLING BACK FOR A SHORT DISTANCE, AND
 GR1814'GO NORTHWEST ON TRACK ROAD FOR 0.15 MILE (AT THIS POINT STATION
 GR1814'LITTLE, USC AND GS 1960 IS 16 FEET SOUTHWEST OF THE CENTERLINE OF
 GR1814'THE ROAD.  LITTLE IS THE AZIMUTH MARK FOR PGT NO 14).  CONTINUE ON
 GR1814'FOR 0.1 MILE TO A Y FORK,.  TAKE THE RIGHT FORK AND CONTINUE
 GR1814'NORTHWEST FOR 1.7 MILES TO A POINT WHERE THE ROAD STARTS TO
 GR1814'CURVE TO THE NORTH AND THE STATION SITE ON THE LEFT.
 GR1814'
 GR1814'REFERENCE MARK NO. 1--
 GR1814'A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED PGT NO 14 RM NO 1 ARMY
 GR1814'MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN A PROTRUDING RIM ROCK
 GR1814'7.910 METERS WEST-SOUTHWEST OF THE STATION.
 GR1814'
 GR1814'REFERENCE MARK NO 2--
 GR1814'A U. S. ARMY CORPS OF ENGINEERS DISK, STAMPED PGT NO 14 RM NO 2 ARMY
 GR1814'MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 GR1814'18.077 METERS NORTHWEST OF THE STATION.
 GR1814'
 GR1814'AZIMUTH MARK--
 GR1814'A USC AND GS DISK, STAMPED LITTLE 1960, SET IN THE TOP OF A SQUARE
 GR1814'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND 20 FEET
 GR1814'NORTHEAST OF A HIGH BANK AND 14 FEET SOUTHWEST OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1273 ***********************************************************************
 DB1273  DESIGNATION -  PGT NO 2
 DB1273  PID         -  DB1273
 DB1273  STATE/COUNTY-  AZ/YUMA
 DB1273  USGS QUAD   -  MIDDLE MOUNTAINS SOUTH (1986)
 DB1273
 DB1273                         *CURRENT SURVEY CONTROL
 DB1273  ___________________________________________________________________
 DB1273* NAD 83(2007)-  32 55 38.18725(N)    114 18 26.43183(W)     ADJUSTED  
 DB1273* NAVD 88     -       265.8    (meters)     872.     (feet)  GPS OBS   
 DB1273  ___________________________________________________________________
 DB1273  EPOCH DATE  -        2007.00
 DB1273  X           -  -2,205,955.389 (meters)                     COMP
 DB1273  Y           -  -4,883,980.814 (meters)                     COMP
 DB1273  Z           -   3,447,317.893 (meters)                     COMP
 DB1273  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 DB1273  ELLIP HEIGHT-         232.515 (meters)          (02/10/07) ADJUSTED
 DB1273  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DB1273
 DB1273  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DB1273  Type    PID    Designation                      North   East  Ellip
 DB1273  -------------------------------------------------------------------
 DB1273  NETWORK DB1273 PGT NO 2                          0.57   1.20   3.51
 DB1273  -------------------------------------------------------------------
 DB1273
 DB1273.The horizontal coordinates were established by GPS observations
 DB1273.and adjusted by the National Geodetic Survey in February 2007.
 DB1273
 DB1273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DB1273.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DB1273.The horizontal coordinates are valid at the epoch date displayed above.
 DB1273.The epoch date for horizontal control is a decimal equivalence
 DB1273.of Year/Month/Day.
 DB1273
 DB1273.The orthometric height was determined by GPS observations and a
 DB1273.high-resolution geoid model.
 DB1273
 DB1273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB1273
 DB1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1273
 DB1273.The ellipsoidal height was determined by GPS observations
 DB1273.and is referenced to NAD 83.
 DB1273
 DB1273.The geoid height was determined by GEOID03.
 DB1273
 DB1273;                    North         East     Units Scale Factor Converg.
 DB1273;SPC AZ W     -   213,831.719   161,235.029   MT  0.99996682   -0 18 10.7
 DB1273;SPC AZ W     -   701,547.63    528,986.32   iFT  0.99996682   -0 18 10.7
 DB1273;UTM  11      - 3,646,442.006   751,781.238   MT  1.00038173   +1 27 51.9
 DB1273
 DB1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1273!SPC AZ W     -   0.99996350  x   0.99996682  =   0.99993032
 DB1273!UTM  11      -   0.99996350  x   1.00038173  =   1.00034521
 DB1273
 DB1273|---------------------------------------------------------------------|
 DB1273| PID    Reference Object                     Distance      Geod. Az  |
 DB1273|                                                           dddmmss.s |
 DB1273| CF0439 PGT NO 2 RM 2                        20.148 METERS 06946     |
 DB1273| CF0438 PGT NO 2 RM 1                        10.208 METERS 18518     |
 DB1273| DB1269 LORAC WEST                          APPROX. 3.9 KM 2270144.5 |
 DB1273|---------------------------------------------------------------------|
 DB1273
 DB1273                          SUPERSEDED SURVEY CONTROL
 DB1273
 DB1273  NAD 83(1992)-  32 55 38.18625(N)    114 18 26.43155(W) AD(2000.35) B
 DB1273  ELLIP H (06/11/02)  232.501  (m)                       GP(2000.35) 3 2
 DB1273  NAD 83(1992)-  32 55 38.18431(N)    114 18 26.42853(W) AD(       ) 1
 DB1273  ELLIP H (08/23/93)  232.731  (m)                       GP(       ) 4 2
 DB1273  NAD 83(1986)-  32 55 38.18508(N)    114 18 26.43353(W) AD(       ) 1
 DB1273  NAD 27      -  32 55 38.03769(N)    114 18 23.63401(W) AD(       ) 1
 DB1273  NGVD 29 (07/19/86)  265.9    (m)          872.     (f) VERT ANG    3  
 DB1273
 DB1273.Superseded values are not recommended for survey control.
 DB1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1273.See file dsdata.txt to determine how the superseded data were derived.
 DB1273
 DB1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5178146442(NAD 83)
 DB1273_MARKER: DD = SURVEY DISK
 DB1273_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DB1273+WITH SETTING: PAVEMENT
 DB1273_SP_SET: CONCRETE SLAB
 DB1273_STAMPING: PGT NO 2 ARMY MAP SERVICE 1960
 DB1273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DB1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1273+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 DB1273
 DB1273  HISTORY     - Date     Condition        Report By
 DB1273  HISTORY     - 1971     MONUMENTED       AMS
 DB1273  HISTORY     - 1974     GOOD             NGS
 DB1273  HISTORY     - 1981     GOOD             NGS
 DB1273  HISTORY     - 19840420 GOOD
 DB1273  HISTORY     - 20000501 GOOD             NGS
 DB1273
 DB1273                          STATION DESCRIPTION
 DB1273
 DB1273'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971 (WMJ)
 DB1273'THE STATION IS LOCATED ABOUT 24 MILES NORTHWEST OF YUMA, 9 MILES
 DB1273'NORTHEAST OF THE YUMA PROVING GROUND HEADQUARTERS, 0.5 MILE EAST OF
 DB1273'U.S. HIGHWAY 95 AND ON THE SOUTHWEST ONE OF TWO PROMINENT HILLS
 DB1273'LOCALLY KNOWN AS TWIN PEAKS.
 DB1273'
 DB1273'TO REACH THE STATION FROM THE MAIN ENTRANCE ROAD TO THE YUMA PROVING
 DB1273'GROUND HEADQUARTERS AND U. S. HIGHWAY 95, GO NORTH ON U. S. HIGHWAY
 DB1273'95 FOR 2.65 MILES TO MARTINEZ LAKE ROAD ON THE LEFT.  CONTINUE
 DB1273'NORTH ON U. S. HIGHWAY 95 FOR 0.55 MILE TO THE INTERSECTION OF
 DB1273'ABERDEEN ROAD.  TURN RIGHT AND GO EAST ON ABERDEEN ROAD FOR 1.15
 DB1273'MILES TO THE INTERSECTION OF WEST 3RD AVENUE.  TURN LEFT AND GO
 DB1273'NORTH ON WEST 3RD AVENUE FOR 4.75 MILES TO THE INTERSECTION OF
 DB1273'20TH STREET.  TURN LEFT AND GO WEST AND NORTH UPHILL ON THE
 DB1273'GRAVELED ROAD FOR 0.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 DB1273'AND GO SOUTHWEST UPHILL TO A CAMERA DOME AND THE END OF TRUCK
 DB1273'TRAVEL.  PACK NORTHERLY UPHILL TO THE HIGHEST POINT AND THE
 DB1273'STATION.  ABOUT A 75 FOOT PACK.
 DB1273'
 DB1273'THE STATION MARK IS A CORPS OF ENGINEERS U S ARMY DISK STAMPED PGT
 DB1273'NO 2 ARMY MAP SERVICE 1960, SET IN THE CENTER OF A 4X4 FOOT CONCRETE
 DB1273'SLAB AND 6 INCHES BELOW THE SURFACE OF THE SLAB.  IT IS ON THE
 DB1273'HIGHEST POINT OF THE HILL.
 DB1273'
 DB1273'REFERENCE MARK 1 IS A CORPS OF ENGINEERS U S ARMY DISK STAMPED PGT NO
 DB1273'2 RM NO 1 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN A 2X2
 DB1273'FOOT ROCK OUTCROP.  IT IS 15 FEET LOWER THAN THE STATION.
 DB1273'
 DB1273'REFERENCE MARK 2 IS A CORPS OF ENGINEERS U S ARMY DISK STAMPED PGT NO
 DB1273'2 RM NO 2 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN A 2X2
 DB1273'FOOT ROCK OUTCROP.  IT IS 10 FEET LOWER THAN THE STATION.
 DB1273'
 DB1273'TRIANGULATION STATION LORAC WEST 1956 CAN BE USED AS AN AZIMUTH MARK
 DB1273'FOR THIS STATION.  FOR A ROUTE TO REACH SEE THE RECOVERY NOTE
 DB1273'THEREOF.
 DB1273
 DB1273                          STATION RECOVERY (1974)
 DB1273
 DB1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1273'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 DB1273'BE IN GOOD CONDITION.  DISTANCE AND DIRECTION COMPARE WITH 1971
 DB1273'DATA.
 DB1273'
 DB1273'THE STATION IS LOCATED ABOUT 24 MILES NORTHEAST OF YUMA, 20 MILES
 DB1273'NORTH-NORTHWEST OF WELLTON, 9 MILES NORTHEAST OF THE YUMA PROVING
 DB1273'GROUND HEADQUARTERS, 0.5 MILES EAST OF U. S. HIGHWAY 95, ON THE
 DB1273'SOUTHWEST ONE OF TWO PROMINENT HILLS KNOWN LOCALLY AS TWIN PEAKS,
 DB1273'AND ON PROPERTY OF THE YUMA PROVING GROUND.
 DB1273'
 DB1273'TO REACH THE STATION FROM THE MAIN ENTRANCE ROAD TO THE YUMA PROVING
 DB1273'GROUND HEADQUARTERS AND U. S. HIGHWAY 95, GO NORTH ON U. S. HIGHWAY
 DB1273'95 FOR 3.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 DB1273'ABERDEEN ROAD FOR 1.0 MILES TO THE KOFA FIRING RANGE SECURITY
 DB1273'OFFICE AND GUARD GATE.  CONTINUE EAST ON ABERDEEN ROAD 0.15 MILE TO
 DB1273'THE INTERSECTION OF WEST THIRD AVENUE.  TURN LEFT, GO NORTH ON
 DB1273'WEST THIRD AVENUE 4.65 MILES TO A CURVE IN ROAD AND JUNCTION WITH
 DB1273'20TH STREET, AND SIDEROAD LEFT.  TURN LEFT, GO WEST AND
 DB1273'NORTH ON GRAVEL ROAD FOR 0.4 MILE TO A FORK.  TURN LEFT AND GO
 DB1273'SOUTHWESTERLY 0.05 MILE TO END OF TRUCK TRAVEL.  PACK NORTH 75
 DB1273'FEET TO HIGHEST POINT AND THE STATION.
 DB1273'
 DB1273'THE STATION MARK IS A STANDARD ARMY MAP SERVICE DISK STAMPED PGT NO
 DB1273'2 ARMY MAP SERVICE 1960, SET IN THE CENTER OF A 4X4 FOOT CONCRETE
 DB1273'SLAB AND 6 INCHES BELOW THE SURFACE OF THE SLAB.  IT IS ON THE
 DB1273'HIGHEST POINT OF THE HILL.
 DB1273'
 DB1273'REFERENCE MARK 1 IS A STANDARD ARMY MAP SERVICE DISK STAMPED PGT NO
 DB1273'2 RM NO 1 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN A 2X2
 DB1273'FOOT ROCK OUTCROP.  IT IS ABOUT 15.0 FEET LOWER THAN THE STATION.
 DB1273'
 DB1273'REFERENCE MARK 2 IS A STANDARD ARMY MAP SERVICE DISK STAMPED PGT NO 2
 DB1273'RM NO 2 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN A 2X2
 DB1273'FOOT ROCK OUTCROP.  IT IS ABOUT 10.0 FEET LOWER THAN THE STATION.
 DB1273'
 DB1273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES NNW OF
 DB1273'WELLTON.
 DB1273
 DB1273                          STATION RECOVERY (1981)
 DB1273
 DB1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1273'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS ON THE
 DB1273'PROPERTY OF THE YUMA PROVING GROUND.  PRIOR PERMISSION SHOULD BE
 DB1273'OBTAINED BY FILING FORM DARCOM 1663 TO---SECURITY DIRECTORATE, U.S.
 DB1273'ARMY, YUMA PROVING GROUND, YUMA, AZ  85364, ATTN---STEXP-SPD.
 DB1273
 DB1273                          STATION RECOVERY (1984)
 DB1273
 DB1273'RECOVERED 1984
 DB1273'RECOVERED IN GOOD CONDITION.
 DB1273
 DB1273                          STATION RECOVERY (2000)
 DB1273
 DB1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 DB1273'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0922 ***********************************************************************
 DW0922  DESIGNATION -  PGT NO 3
 DW0922  PID         -  DW0922
 DW0922  STATE/COUNTY-  AZ/LA PAZ
 DW0922  USGS QUAD   -  RED HILL NE (1986)
 DW0922
 DW0922                         *CURRENT SURVEY CONTROL
 DW0922  ___________________________________________________________________
 DW0922* NAD 83(1992)-  33 14 21.88205(N)    114 15 28.12394(W)     ADJUSTED  
 DW0922* NAVD 88     -       549.9    (meters)    1804.     (feet)  VERTCON   
 DW0922  ___________________________________________________________________
 DW0922  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DW0922  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DW0922  HORZ ORDER  -  FIRST
 DW0922
 DW0922.The horizontal coordinates were established by classical geodetic methods
 DW0922.and adjusted by the National Geodetic Survey in August 1993.
 DW0922
 DW0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0922
 DW0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0922
 DW0922.The geoid height was determined by GEOID03.
 DW0922
 DW0922;                    North         East     Units Scale Factor Converg.
 DW0922;SPC AZ W     -   248,424.456   166,034.806   MT  0.99996094   -0 16 42.1
 DW0922;SPC AZ W     -   815,040.87    544,733.62   iFT  0.99996094   -0 16 42.1
 DW0922;UTM  11      - 3,681,181.721   755,508.914   MT  1.00040499   +1 30 14.1
 DW0922
 DW0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0922!SPC AZ W     -   0.99991881  x   0.99996094  =   0.99987975
 DW0922!UTM  11      -   0.99991881  x   1.00040499  =   1.00032376
 DW0922
 DW0922:                Primary Azimuth Mark                     Grid Az
 DW0922:SPC AZ W     -  CHOCO                                    025 57 41.6
 DW0922:UTM  11      -  CHOCO                                    024 10 45.4
 DW0922
 DW0922|---------------------------------------------------------------------|
 DW0922| PID    Reference Object                     Distance      Geod. Az  |
 DW0922|                                                           dddmmss.s |
 DW0922| DW0906 CHOCO                               APPROX. 8.9 KM 0254059.5 |
 DW0922| CF0441 PGT NO 3 RM 2                         8.388 METERS 10019     |
 DW0922| CF0440 PGT NO 3 RM 1                         5.291 METERS 20311     |
 DW0922| DW0923 PGT NO 3 RM 3                        83.854 METERS 27812     |
 DW0922|---------------------------------------------------------------------|
 DW0922
 DW0922                          SUPERSEDED SURVEY CONTROL
 DW0922
 DW0922  NAD 83(1986)-  33 14 21.88133(N)    114 15 28.12877(W) AD(       ) 1
 DW0922  NAD 27      -  33 14 21.75897(N)    114 15 25.32759(W) AD(       ) 1
 DW0922  NGVD 29 (07/19/86)  549.1    (m)         1802.     (f) VERT ANG    3  
 DW0922
 DW0922.Superseded values are not recommended for survey control.
 DW0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0922.See file dsdata.txt to determine how the superseded data were derived.
 DW0922
 DW0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5550981182(NAD 83)
 DW0922_MARKER: DD = SURVEY DISK
 DW0922_SETTING: 80 = SET IN A BOULDER
 DW0922_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DW0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0922
 DW0922  HISTORY     - Date     Condition        Report By
 DW0922  HISTORY     - 1971     MONUMENTED       DMA
 DW0922  HISTORY     - 1981     GOOD             NGS
 DW0922
 DW0922                          STATION DESCRIPTION
 DW0922
 DW0922'DESCRIBED BY DEFENSE MAP AGENCY 1971 (WMJ)
 DW0922'THE STATION IS LOCATED ABOUT 30 MILES SOUTH OF QUARTZSITE, 29 MILES
 DW0922'NORTH OF THE YUMA PROVING GROUND HEADQUARTERS AND ABOUT 1 MILE
 DW0922'WEST OF U.S. HIGHWAY 95 ON A LOW ROCKY HILL.
 DW0922'
 DW0922'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 DW0922'AND U.S. HIGHWAYS 95 AND 60 IN QUARTZSITE GO SOUTH ON U.S. HIGHWAY
 DW0922'95 FOR 29.7 MILES TO MILEPOST 75.  CONTINUE SOUTH ON HIGHWAY FOR
 DW0922'0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DW0922'NORTHERLY ON PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.
 DW0922'TURN LEFT AND GO WESTERLY UPHILL ON A WINDING GRAVEL ROAD FOR
 DW0922'0.65 MILE TO A FORK.  TURN LEFT AND GO EAST UPHILL ON A GRAVEL
 DW0922'ROAD LEADING TO AN ABANDONED BUILDING AT TOP OF HILL FOR 0.05
 DW0922'MILE TO THE MARK ON THE RIGHT.
 DW0922'
 DW0922'THE STATION MARK IS A CORPS OF ENGINEERS U.S. ARMY DISK STAMPED
 DW0922'PGT NO 3 1960 ARMY MAP SERVICE, CEMENTED FLUSH IN A DRILL HOLE IN
 DW0922'THE TOP OF A LARGE BOULDER.  IT IS 19 FEET SOUTH OF THE APPROXIMATE
 DW0922'CENTER OF THE GRAVEL ROAD AND ABOUT 1 FOOT HIGHER THAN THE ROAD
 DW0922'BED.
 DW0922'
 DW0922'REFERENCE MARK 1 IS A CORPS OF ENGINEERS U.S. ARMY DISK STAMPED
 DW0922'PGT NO 3 RM NO 1 1960 ARMY MAP SERVICE, CEMENTED FLUSH IN A DRILL
 DW0922'HOLE IN THE TOP OF A LARGE BOULDER.  IT IS 29 FEET SOUTH OF THE
 DW0922'CENTER OF THE GRAVEL ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION
 DW0922'MARK.
 DW0922'
 DW0922'REFERENCE MARK 2 IS A CORPS OF ENGINEERS U.S. ARMY DISK STAMPED
 DW0922'PGT NO 3 RM NO 2 1960 ARMY MAP SERVICE, CEMENTED FLUSH IN A DRILL
 DW0922'HOLE IN THE TOP OF A LARGE BOULDER.  IT IS 38 FEET SOUTH OF THE
 DW0922'CENTER OF THE GRAVEL ROAD AND ABOUT 2 FEET LOWER THAN THE STATION
 DW0922'MARK.
 DW0922'
 DW0922'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION AT THIS TIME.
 DW0922
 DW0922                          STATION RECOVERY (1981)
 DW0922
 DW0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0922'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1971.
 DW0922'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME FOR A SAFE HELICOPTER
 DW0922'LANDING.  THE MARK IS SET IN A DRILL HOLE IN THE PARKING LOT FOR THE
 DW0922'MICRO WAVE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0870 ***********************************************************************
 DW0870  DESIGNATION -  PGT NO 5
 DW0870  PID         -  DW0870
 DW0870  STATE/COUNTY-  AZ/LA PAZ
 DW0870  USGS QUAD   -  BOUSE SW (1990)
 DW0870
 DW0870                         *CURRENT SURVEY CONTROL
 DW0870  ___________________________________________________________________
 DW0870* NAD 83(1992)-  33 51 42.76969(N)    114 13 04.35323(W)     ADJUSTED  
 DW0870* NAVD 88     -       269.1    (meters)     883.     (feet)  VERTCON   
 DW0870  ___________________________________________________________________
 DW0870  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DW0870  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DW0870  HORZ ORDER  -  FIRST
 DW0870
 DW0870.The horizontal coordinates were established by classical geodetic methods
 DW0870.and adjusted by the National Geodetic Survey in August 1993.
 DW0870
 DW0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0870
 DW0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0870
 DW0870.The geoid height was determined by GEOID03.
 DW0870
 DW0870;                    North         East     Units Scale Factor Converg.
 DW0870;SPC AZ W     -   317,444.076   170,068.254   MT  0.99995643   -0 15 38.5
 DW0870;SPC AZ W     - 1,041,483.19    557,966.71   iFT  0.99995643   -0 15 38.5
 DW0870;SPC CA 5     -   546,726.162 2,349,907.200   MT  1.00004157   +2 09 21.1
 DW0870;SPC CA 5     - 1,793,717.42  7,709,653.87   sFT  1.00004157   +2 09 21.1
 DW0870;SPC CA 6     -   689,840.721 2,188,028.092   MT  0.99999649   +1 07 00.1
 DW0870;SPC CA 6     - 2,263,252.43  7,178,555.50   sFT  0.99999649   +1 07 00.1
 DW0870;UTM  11      - 3,750,325.134   757,376.853   MT  1.00041670   +1 33 03.7
 DW0870
 DW0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0870!SPC AZ W     -   0.99996270  x   0.99995643  =   0.99991913
 DW0870!SPC CA 5     -   0.99996270  x   1.00004157  =   1.00000427
 DW0870!SPC CA 6     -   0.99996270  x   0.99999649  =   0.99995919
 DW0870!UTM  11      -   0.99996270  x   1.00041670  =   1.00037938
 DW0870
 DW0870:                Primary Azimuth Mark                     Grid Az
 DW0870:SPC AZ W     -  BLACK PEAK                               001 25 53.1
 DW0870:SPC CA 5     -  BLACK PEAK                               359 00 53.5
 DW0870:SPC CA 6     -  BLACK PEAK                               000 03 14.5
 DW0870:UTM  11      -  BLACK PEAK                               359 37 10.9
 DW0870
 DW0870|---------------------------------------------------------------------|
 DW0870| PID    Reference Object                     Distance      Geod. Az  |
 DW0870|                                                           dddmmss.s |
 DW0870| EU0961 BLACK PEAK                          APPROX.29.2 KM 0011014.6 |
 DW0870| CF0444 PGT NO 5 RM 1                        13.140 METERS 20126     |
 DW0870| CF0445 PGT NO 5 RM 2                        12.229 METERS 34827     |
 DW0870|---------------------------------------------------------------------|
 DW0870
 DW0870                          SUPERSEDED SURVEY CONTROL
 DW0870
 DW0870  NAD 83(1986)-  33 51 42.76892(N)    114 13 04.36032(W) AD(       ) 1
 DW0870  NAD 27      -  33 51 42.69170(N)    114 13 01.56042(W) AD(       ) 1
 DW0870  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG    3  
 DW0870
 DW0870.Superseded values are not recommended for survey control.
 DW0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0870.See file dsdata.txt to determine how the superseded data were derived.
 DW0870
 DW0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5737750325(NAD 83)
 DW0870_MARKER: DD = SURVEY DISK
 DW0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DW0870
 DW0870  HISTORY     - Date     Condition        Report By
 DW0870  HISTORY     - 1971     MONUMENTED       DMA
 DW0870  HISTORY     - 1972     GOOD             NGS
 DW0870  HISTORY     - 1981     GOOD             NGS
 DW0870
 DW0870                          STATION DESCRIPTION
 DW0870
 DW0870'DESCRIBED BY DEFENSE MAP AGENCY 1971 (WMJ)
 DW0870'THE STATION IS LOCATED ABOUT 23 MILES EAST OF THE COLORADO RIVER,
 DW0870'21 MILES SOUTH OF PARKER, 13.5 MILES NORTH OF QUARTZSITE AND 0.05
 DW0870'MILE WEST OF STATE HIGHWAY 95.
 DW0870'
 DW0870'TO REACH THE STATION FROM ONE BLOCK EAST OF THE POST OFFICE IN
 DW0870'PARKER GO SOUTH ON STATE HIGHWAY 95 AND STATE HIGHWAY 72 FOR
 DW0870'12.2 MILES TO THE JUNCTION OF STATE HIGHWAY 95 AND STATE HIGHWAY
 DW0870'72.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 95 FOR 9.3 MILES
 DW0870'TO THE STATION ON THE RIGHT.
 DW0870'
 DW0870'THE STATION MARK IS A CORPS OF ENGINEERS U.S. ARMY DISK STAMPED
 DW0870'PGT NO 5 ARMY MAP SERVICE 1960, SET IN THE TOP OF A 8-INCH ROUND
 DW0870'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 DW0870'
 DW0870'REFERENCE MARK 1 IS A CORPS OF ENGINEERS U.S. ARMY DISK
 DW0870'STAMPED PGT NO 5 ARMY RM NO 1 ARMY MAP SERVICE, SET IN THE TOP OF
 DW0870'A 8-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 DW0870'
 DW0870'REFERENCE MARK 2 IS A CORPS OF ENGINEERS U.S. ARMY DISK STAMPED
 DW0870'PGT NO 5 RM NO 2 ARMY MAP SERVICE 1960, SET IN THE TOP OF A 8-INCH
 DW0870'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 DW0870'
 DW0870'NOTE--NO DESCRIPTION OR DATA WAS AVAILABLE AT THIS OCCUPATION.
 DW0870
 DW0870                          STATION RECOVERY (1972)
 DW0870
 DW0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 DW0870'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DW0870'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 DW0870'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 DW0870'1971 OBSERVATIONS.  THERE HAS BEEN NO AZIMUTH MARK ESTABLISHED FOR
 DW0870'THIS STATION.
 DW0870'
 DW0870'THE 1971 DESCRIPTION FOR THIS STATION IS COMPLETE AND ADEQUATE.
 DW0870'
 DW0870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DW0870'13.4 MILES NORTH OF QUARTZSITE.
 DW0870
 DW0870                          STATION RECOVERY (1981)
 DW0870
 DW0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0870'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0919 ***********************************************************************
 EU0919  DESIGNATION -  PGT NO 6
 EU0919  PID         -  EU0919
 EU0919  STATE/COUNTY-  AZ/MOHAVE
 EU0919  USGS QUAD   -  BUCK MOUNTAINS SE (1970)
 EU0919
 EU0919                         *CURRENT SURVEY CONTROL
 EU0919  ___________________________________________________________________
 EU0919* NAD 83(1992)-  34 31 56.87153(N)    114 05 40.36134(W)     ADJUSTED  
 EU0919* NAVD 88     -       877.7    (meters)    2880.     (feet)  VERTCON   
 EU0919  ___________________________________________________________________
 EU0919  EPOCH DATE  -        1991.35
 EU0919  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 EU0919  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 EU0919  HORZ ORDER  -  FIRST
 EU0919
 EU0919.The horizontal coordinates were established by classical geodetic methods
 EU0919.and adjusted by the National Geodetic Survey in June 1996.
 EU0919.The horizontal coordinates are valid at the epoch date displayed above.
 EU0919.The epoch date for horizontal control is a decimal equivalence
 EU0919.of Year/Month/Day.
 EU0919
 EU0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0919
 EU0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0919
 EU0919.The geoid height was determined by GEOID03.
 EU0919
 EU0919;                    North         East     Units Scale Factor Converg.
 EU0919;SPC AZ W     -   391,779.690   181,731.322   MT  0.99994566   -0 11 43.1
 EU0919;SPC AZ W     - 1,285,366.44    596,231.37   iFT  0.99994566   -0 11 43.1
 EU0919;UTM  11      - 3,825,031.904   766,667.938   MT  1.00047661   +1 38 52.8
 EU0919
 EU0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0919!SPC AZ W     -   0.99986697  x   0.99994566  =   0.99981264
 EU0919!UTM  11      -   0.99986697  x   1.00047661  =   1.00034352
 EU0919
 EU0919:                Primary Azimuth Mark                     Grid Az
 EU0919:SPC AZ W     -  METAL ECC                                194 52 57.6
 EU0919:UTM  11      -  METAL ECC                                193 02 21.7
 EU0919
 EU0919|---------------------------------------------------------------------|
 EU0919| PID    Reference Object                     Distance      Geod. Az  |
 EU0919|                                                           dddmmss.s |
 EU0919| EU0951 METAL ECC                           APPROX.25.6 KM 1944114.5 |
 EU0919| CC6236 PGT NO 6 RM 1                         7.489 METERS 21816     |
 EU0919| CC6237 PGT NO 6 RM 2                         9.980 METERS 34208     |
 EU0919|---------------------------------------------------------------------|
 EU0919
 EU0919                          SUPERSEDED SURVEY CONTROL
 EU0919
 EU0919  NAD 83(1992)-  34 31 56.86900(N)    114 05 40.36459(W) AD(       ) 1
 EU0919  NAD 83(1986)-  34 31 56.87153(N)    114 05 40.37318(W) AD(       ) 1
 EU0919  NAD 27      -  34 31 56.83004(N)    114 05 37.56350(W) AD(       ) 1
 EU0919  NGVD 29 (07/19/86)  877.0    (m)         2877.     (f) VERT ANG    3  
 EU0919
 EU0919.Superseded values are not recommended for survey control.
 EU0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0919.See file dsdata.txt to determine how the superseded data were derived.
 EU0919
 EU0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6666825032(NAD 83)
 EU0919_MARKER: DD = SURVEY DISK
 EU0919_SETTING: 66 = SET IN ROCK OUTCROP
 EU0919
 EU0919  HISTORY     - Date     Condition        Report By
 EU0919  HISTORY     - 1960     MONUMENTED       DMA
 EU0919  HISTORY     - 1965     GOOD             DMA
 EU0919
 EU0919                          STATION DESCRIPTION
 EU0919
 EU0919'DESCRIBED BY DEFENSE MAP AGENCY 1960
 EU0919'STATION ON A PRECISE GEODIMETER TRAVERSE
 EU0919'AND WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD SURVEY PARTY.
 EU0919'
 EU0919'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK SET IN
 EU0919'A DRILLED HOLE IN AN OUTCROPPING OF DECOMPOSED GRANITE ABOUT 0.2
 EU0919'FEET BELOW AVERAGE ROCK LEVEL AND STAMPED PGT NO. 6 ARMY MAP
 EU0919'SERVICE 1960.
 EU0919'
 EU0919'THE STATION MARK IS LOCATED ON AN EAST-WEST RIDGE AT THE EASTERN
 EU0919'END OF THE CHEMEHUEVIS MOUNTAINS ABOUT 24 MILES SOUTH-SOUTHEAST
 EU0919'OF YUCCA AND ABOUT 29 MILES NORTH-NORTHEAST OF PARKER.  IT IS
 EU0919'SO SITUATED ON THIS RIDGE THAT THE LINE OF SIGHT TO THE USC AND
 EU0919'GS STATION FLAT TOP MUST PASS THRU A SADDLE ON THE ADJACENT RIDGE
 EU0919'TO THE NORTH.
 EU0919'
 EU0919'TO REACH THE STATION MARK FROM THE JOSHUA MOTEL IN YUCCA, GO
 EU0919'SOUTH ON U.S. ROUTE 66 FOR 1.7 MILES TO INTERSECTION WITH ROAD
 EU0919'FROM THE EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO JUNCTIONS
 EU0919'OF ROADS.  TURN HALF RIGHT AND GO SOUTHEAST KEEPING TO THE MAIN
 EU0919'ROAD AT ALL TIMES FOR 15.7 MILES TO INTERSECTION WITH
 EU0919'CROSSROAD.  TURN RIGHT AND GO SOUTHWEST FOR 2.2 MILES TO ROAD
 EU0919'FORK.  KEEP LEFT AND CONTINUE FOR 4.8 MILES TO A NORTH-SOUTH
 EU0919'FENCE AND GATE.  PASS THROUGH GATE, TURN LEFT AND GO SOUTH FOR
 EU0919'3.1 MILES TO RIGHT ANGLE TURN IN ROAD TO THE WEST.  FROM THIS
 EU0919'POINT GO WEST FOR 3.4 MILES TO INTERSECTION WITH NORTH-SOUTH
 EU0919'ROAD.  TURN LEFT PASSING THROUGH GATE AND GO SOUTH FOR 0.9
 EU0919'MILE TO ROAD FORK.  TAKE RIGHT FORK AND GO SOUTHWEST FOR 5.3
 EU0919'MILES TO INTERSECTION WITH NORTHWEST-SOUTHEAST FENCE AT GATE.
 EU0919'PASS THRU GATE AND CONTINUE SOUTHWEST FOR 0.05 MILE TO ABOUT
 EU0919'THE TOP OF DIVIDE AND A TRAIL TO THE RIGHT.  TURN RIGHT AND GO
 EU0919'WEST FOR 0.9 MILE TO END OF TRUCK TRAVEL AT JUNCTION OF
 EU0919'TRAILS.  FROM THIS JUNCTION THE STATION MARK IS ABOUT 1/4 MILE TO
 EU0919'THE NORTH-NORTHEAST.  IT IS ABOUT A 15 MINUTE PACK BY GOING
 EU0919'NORTH, CROSSING A LARGE DRAIN AND WALKING IN A NORTHERLY
 EU0919'DIRECTION TO THE TOP OF EAST-WEST RIDGE AND THEN EAST ALONG
 EU0919'THE RIDGE TO THE STATION MARK.
 EU0919'
 EU0919'REFERENCE MARK NO. 1--A U.S. ARMY CORPS OF ENGINEERS DISK SET
 EU0919'IN A DRILLED HOLE IN OUTCROPPING ROCK AND STAMPED PGT NO. 6 RM
 EU0919'NO. 1 ARMY MAP SERVICE 1960.  IT IS 7.489 METERS SOUTHWEST OF
 EU0919'THE STATION.
 EU0919'
 EU0919'REFERENCE MARK NO. 2--A U.S. ARMY CORPS OF ENGINEERS DISK SET IN
 EU0919'A DRILLED HOLE IN OUTCROPPING ROCK AND STAMPED PGT NO. 6 RM NO. 2
 EU0919'ARMY MAP SERVICE 1960.  IT IS 9.980 METERS NORTHWEST OF THE
 EU0919'STATION.
 EU0919
 EU0919                          STATION RECOVERY (1965)
 EU0919
 EU0919'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 EU0919'RECOVERED IN GOOD CONDITION BY ARMY MAP SERVICE IN JUNE 1965.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0903 ***********************************************************************
 EU0903  DESIGNATION -  PGT NO 7
 EU0903  PID         -  EU0903
 EU0903  STATE/COUNTY-  AZ/MOHAVE
 EU0903  USGS QUAD   -  YUCCA NE (1970)
 EU0903
 EU0903                         *CURRENT SURVEY CONTROL
 EU0903  ___________________________________________________________________
 EU0903* NAD 83(1992)-  34 56 20.67623(N)    114 05 43.66939(W)     ADJUSTED  
 EU0903* NAVD 88     -       717.5    (meters)    2354.     (feet)  VERTCON   
 EU0903  ___________________________________________________________________
 EU0903  LAPLACE CORR-           8.48  (seconds)                    DEFLEC99
 EU0903  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EU0903  HORZ ORDER  -  FIRST
 EU0903
 EU0903.The horizontal coordinates were established by classical geodetic methods
 EU0903.and adjusted by the National Geodetic Survey in August 1993.
 EU0903
 EU0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0903
 EU0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0903
 EU0903.The geoid height was determined by GEOID03.
 EU0903
 EU0903;                    North         East     Units Scale Factor Converg.
 EU0903;SPC AZ W     -   436,885.113   181,801.930   MT  0.99994560   -0 11 52.3
 EU0903;SPC AZ W     - 1,433,350.11    596,463.02   iFT  0.99994560   -0 11 52.3
 EU0903;UTM  11      - 3,870,139.761   765,279.442   MT  1.00046742   +1 39 51.9
 EU0903
 EU0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0903!SPC AZ W     -   0.99989200  x   0.99994560  =   0.99983761
 EU0903!UTM  11      -   0.99989200  x   1.00046742  =   1.00035937
 EU0903
 EU0903|---------------------------------------------------------------------|
 EU0903| PID    Reference Object                     Distance      Geod. Az  |
 EU0903|                                                           dddmmss.s |
 EU0903| CC6238 PGT NO 7 RM 1                        11.992 METERS 18640     |
 EU0903| CC6239 PGT NO 7 RM 2                        11.943 METERS 28348     |
 EU0903| EU0095 ATHOS                               APPROX. 6.2 KM 3263047.1 |
 EU0903|---------------------------------------------------------------------|
 EU0903
 EU0903                          SUPERSEDED SURVEY CONTROL
 EU0903
 EU0903  NAD 83(1986)-  34 56 20.67700(N)    114 05 43.67093(W) AD(       ) 1
 EU0903  NAD 27      -  34 56 20.66627(N)    114 05 40.85450(W) AD(       ) 1
 EU0903  NGVD 29 (07/19/86)  716.7    (m)         2351.     (f) VERT ANG    3  
 EU0903
 EU0903.Superseded values are not recommended for survey control.
 EU0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0903.See file dsdata.txt to determine how the superseded data were derived.
 EU0903
 EU0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6527970140(NAD 83)
 EU0903_MARKER: DD = SURVEY DISK
 EU0903_SETTING: 66 = SET IN ROCK OUTCROP
 EU0903
 EU0903  HISTORY     - Date     Condition        Report By
 EU0903  HISTORY     - 1960     MONUMENTED       DMA
 EU0903
 EU0903                          STATION DESCRIPTION
 EU0903
 EU0903'DESCRIBED BY DEFENSE MAP AGENCY 1960
 EU0903'PGT NO.7, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 EU0903'ESTABLISHED BY AN ARMY MAP SERVICE FIELD PARTY FROM YUMA TO
 EU0903'YUCCA, ARIZONA.
 EU0903'
 EU0903'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 EU0903'PGT NO 7 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN
 EU0903'OUTCROPPING ROCK WHICH IS ABOUT 1 FOOT IN DIAMETER AND PROJECTS
 EU0903'0.4 FOOT ABOVE THE GROUND.
 EU0903'
 EU0903'THE STATION MARK IS LOCATED ABOUT 17 MILES SOUTH OF KINGMAN,
 EU0903'ABOUT 7 MILES NORTHEAST OF YUCCA, 190 FEET WEST OF A NORTH-SOUTH
 EU0903'LINE OF LARGE ROCKS WHICH DEFINE THE WEST RIGHT OF WAY LINE OF A
 EU0903'HIGH PRESSURE GAS LINE SYSTEM AND MAINTENANCE ROAD, AND 12 FEET
 EU0903'SOUTHWEST OF THE CENTER OF A ROCK CAIRN 4 FEET HIGH AND 4 FEET
 EU0903'IN DIAMETER.
 EU0903'
 EU0903'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN, GO
 EU0903'WEST ON U.S. ROUTE 66-93 FOR 0.35 MILE TO JUNCTION OF ROUTES
 EU0903'66-93 AND 466.  TAKE ROUTE 66 AND GO SOUTH-SOUTHWEST FOR 18.5
 EU0903'MILES TO INTERSECTION WITH A BLADED ROAD FROM THE EAST AT A SIGN
 EU0903'ATHOS.  TURN LEFT ONTO BLADED ROAD, PASSING THROUGH GAP IN FENCE
 EU0903'AND GO EAST-NORTHEAST FOR 0.25 MILE TO ROAD FORK.  TAKE RIGHT
 EU0903'FORK AND CONTINUE EAST-NORTHEAST FOR ABOUT 0.15 MILE TO FENCE
 EU0903'AND GATE.  PASS THROUGH GATE AND CROSS RAILROAD TRACKS TO A
 EU0903'SECOND FENCE AND GATE.  PASS THROUGH GATE, TURN SHARP LEFT
 EU0903'AND TAKING MAIN TRAVELED ROAD, GO NORTHEAST AND EAST FOR 3.3
 EU0903'MILES TO A ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE EAST
 EU0903'FOR 0.05 MILE TO INTERSECTION WITH A NORTH-SOUTH MAINTENANCE
 EU0903'ROAD FOR A HIGH PRESSURE GAS LINE SYSTEM.  TURN RIGHT ONTO
 EU0903'MAINTENANCE ROAD AND GO SOUTH 1.3 MILES TO A GAP IN THE
 EU0903'NORTH-SOUTH LINE OF LARGE ROCKS WHICH DEFINE THE WEST RIGHT OF
 EU0903'WAY LINE OF THE GAS LINE.  TURN RIGHT PASSING THROUGH
 EU0903'GAP IN ROCKS AND GO WEST ON TRACK ROAD FOR ABOUT 200 FEET TO
 EU0903'A ROCK CAIRN AND STATION SITE.
 EU0903'
 EU0903'REFERENCE MARK NO. 1--A CENTER PUNCHED HOLE IN A BRONZE SHAFT
 EU0903'WEDGED INTO A CHISELED CUT IN A GRANITE BOULDER ABOUT 10 INCHES
 EU0903'IN DIAMETER, PROJECTING 0.1 FOOT ABOVE THE GROUND AND 11.992
 EU0903'METERS SOUTH OF THE STATION MARK.
 EU0903'
 EU0903'REFERENCE MARK NO. 2--A CENTER PUNCHED HOLE IN A BRONZE SHAFT
 EU0903'WEDGED IN A CHISELED CUT IN GRANITE BOULDER ABOUT 15 INCHES IN
 EU0903'DIAMETER.  PROJECTING 0.2 FOOT ABOVE THE GROUND AND 11.943 METERS
 EU0903'WEST-NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1056 ***********************************************************************
 FS1056  DESIGNATION -  PGT NO 8
 FS1056  PID         -  FS1056
 FS1056  STATE/COUNTY-  AZ/MOHAVE
 FS1056  USGS QUAD   -  KINGMAN SE (1980)
 FS1056
 FS1056                         *CURRENT SURVEY CONTROL
 FS1056  ___________________________________________________________________
 FS1056* NAD 83(1992)-  35 05 25.20391(N)    114 03 48.61499(W)     ADJUSTED  
 FS1056* NAVD 88     -      1200.5    (meters)    3939.     (feet)  VERTCON   
 FS1056  ___________________________________________________________________
 FS1056  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 FS1056  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FS1056  HORZ ORDER  -  FIRST
 FS1056
 FS1056.The horizontal coordinates were established by classical geodetic methods
 FS1056.and adjusted by the National Geodetic Survey in August 1993.
 FS1056
 FS1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1056
 FS1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1056
 FS1056.The geoid height was determined by GEOID03.
 FS1056
 FS1056;                    North         East     Units Scale Factor Converg.
 FS1056;SPC AZ W     -   453,655.121   184,774.124   MT  0.99994340   -0 10 48.8
 FS1056;SPC AZ W     - 1,488,369.82    606,214.32   iFT  0.99994340   -0 10 48.8
 FS1056;UTM  11      - 3,887,006.599   767,705.340   MT  1.00048333   +1 41 20.8
 FS1056;UTM  12      - 3,887,355.550   220,712.268   MT  1.00056144   -1 45 44.1
 FS1056
 FS1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1056!SPC AZ W     -   0.99981610  x   0.99994340  =   0.99975951
 FS1056!UTM  11      -   0.99981610  x   1.00048333  =   1.00029935
 FS1056!UTM  12      -   0.99981610  x   1.00056144  =   1.00037744
 FS1056
 FS1056:                Primary Azimuth Mark                     Grid Az
 FS1056:SPC AZ W     -  KINGMAN                                  009 39 36.8
 FS1056:UTM  11      -  KINGMAN                                  007 47 27.2
 FS1056:UTM  12      -  KINGMAN                                  011 14 32.1
 FS1056
 FS1056|---------------------------------------------------------------------|
 FS1056| PID    Reference Object                     Distance      Geod. Az  |
 FS1056|                                                           dddmmss.s |
 FS1056| FS1045 KINGMAN                             APPROX.12.0 KM 0092848.0 |
 FS1056| CC6241 PGT NO 8 RM 2                         6.597 METERS 05354     |
 FS1056| CC6240 PGT NO 8 RM 1                        10.056 METERS 32544     |
 FS1056|---------------------------------------------------------------------|
 FS1056
 FS1056                          SUPERSEDED SURVEY CONTROL
 FS1056
 FS1056  NAD 83(1986)-  35 05 25.20304(N)    114 03 48.61269(W) AD(       ) 1
 FS1056  NAD 27      -  35 05 25.20683(N)    114 03 45.79193(W) AD(       ) 1
 FS1056  NGVD 29 (07/19/86) 1199.7    (m)         3936.     (f) VERT ANG    3  
 FS1056
 FS1056.Superseded values are not recommended for survey control.
 FS1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1056.See file dsdata.txt to determine how the superseded data were derived.
 FS1056
 FS1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6770587007(NAD 83)
 FS1056_MARKER: DD = SURVEY DISK
 FS1056_SETTING: 66 = SET IN ROCK OUTCROP
 FS1056
 FS1056  HISTORY     - Date     Condition        Report By
 FS1056  HISTORY     - 1960     MONUMENTED       DMA
 FS1056  HISTORY     - 1980     GOOD             NGS
 FS1056
 FS1056                          STATION DESCRIPTION
 FS1056
 FS1056'DESCRIBED BY DEFENSE MAP AGENCY 1960
 FS1056'PGT NO.8 AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE AND
 FS1056'WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD PARTY BETWEEN YUMA,
 FS1056'ARIZONA AND MESQUITO, NEVAD
 FS1056'
 FS1056'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 FS1056'PGT NO. 8 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE IN A
 FS1056'FLAT OUTCROPPING ROCK PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FS1056'
 FS1056'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF KINGMAN AND ABOUT
 FS1056'3 MILES EAST OF U.S. ROUTE 66 ON THE EASTERN SLOPE OF A PROMINENT
 FS1056'RIM ROCK MOUNTAIN.  IT IS 5 FEET NORTH OF THE EDGE OF A BLUFF AND
 FS1056'10 FEET SOUTH OF A ROCK CAIRN.
 FS1056'
 FS1056'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN, GO WEST
 FS1056'ON U.S. ROUTE 66-93 FOR 0.35 MILE TO JUNCTION OF ROUTES 66-93 AND
 FS1056'466.  TAKE ROUTE 66 TO THE SOUTH-SOUTHWEST FOR 10.2 MILES TO
 FS1056'INTERSECTION WITH A BLADED ROAD FROM THE EAST AT A SIGN GRIFFITH,
 FS1056'TURN LEFT ONTO BLADED ROAD AND GO EAST FOR 0.5 MILE TO RAILROAD
 FS1056'TRACKS AND ROAD UNDERPASS.  PASS UNDER TRACKS AND GO EAST FOR
 FS1056'ABOUT 0.1 MILE TO FENCE AND GATE.  PASS THROUGH GATE AND TAKE
 FS1056'ROAD TO THE SOUTH FOR ABOUT 0.05 MILE TO INTERSECTION WITH AN
 FS1056'EAST-WEST ROAD.  TURN LEFT AND GO EAST FOR 0.7 MILE TO
 FS1056'INTERSECTION WITH A ROAD FROM THE SOUTH.  CONTINUE STRAIGHT
 FS1056'AHEAD, EAST, FOR 1.9 MILE TO THE SOUTHEAST CORNER OF AN
 FS1056'ENCLOSURE SURROUNDING A SMALL WATER TANK.  CONTINUE EAST ON THE
 FS1056'ONLY AVAILABLE ROAD FOR 0.3 MILE TO AN INTERSECTION WITH A
 FS1056'SOUTHWEST-NORTHEAST ROAD.  TURN LEFT AND GO NORTHEAST FOR 0.9
 FS1056'MILE TO ROAD FORK.  TAKE LEFT FORK, CONTINUING NORTHEAST FOR
 FS1056'0.05 MILE TO A WASH.  ENTER WASH, TURN RIGHT AND GO NORTHEAST UP
 FS1056'WASH FOR ABOUT 0.5 MILE AND END OF TRUCK TRAVEL.  FROM THIS POINT
 FS1056'PACK WEST-NORTHWEST UP A SMALL DRAIN TO A GAP IN RIM ROCK.
 FS1056'PASS THROUGH AND CONTINUE WEST-NORTHWEST TO CREST OF
 FS1056'NORTH-SOUTH RIDGE.  TURN RIGHT AND GO NORTH UP RIDGE TO THE TOP
 FS1056'OF A ROCKY POINT.  TURN LEFT AND GO WEST ACROSS A MESA FOR 0.3
 FS1056'MILE TO THE SOUTH EDGE OF BLUFF AND A SMALL SADDLE BETWEEN 2 SMALL
 FS1056'ROCKY KNOLLS AND STATION SITE.  ABOUT 45 MINUTES PACK TIME.
 FS1056'
 FS1056'REFERENCE MARK NO. 1--A U.S. ARMY CORPS OF ENGINEERS DISK, STAMPED
 FS1056'PGT NO 8 RM NO 1 ARMY MAP SERVICE 1960, CEMENTED IN A DRILL HOLE
 FS1056'IN A BOULDER ABOUT 3 FEET IN DIAMETER, PROJECTING 2 FEET ABOVE
 FS1056'THE GROUND AND 10.056 METERS NORTHWEST OF THE STATION.
 FS1056'
 FS1056'REFERENCE MARK NO. 2--A U.S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 FS1056'IN A DRILL HOLE IN A FLAT OUTCROPPING ROCK ABOUT 2.5 FEET IN
 FS1056'DIAMETER, PROJECTING 0.2 FEET ABOVE THE GROUND, 6.597 METERS
 FS1056'NORTHEAST OF THE STATION MARK.  IT IS STAMPED PGT NO. 8 RM NO. 2
 FS1056'ARMY MAP SERVICE 1960.
 FS1056
 FS1056                          STATION RECOVERY (1980)
 FS1056
 FS1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FS1056'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FS1056'CONDITION AND AS DESCRIBED IN 1960.  A NEW ROUTE TO THE STATION
 FS1056'FOLLOWS.
 FS1056'
 FS1056'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN KINGMAN
 FS1056'TRAVEL SOUTHWEST FOR 0.45 MILE TO AN INTERSECTION.  TURN LEFT ALONG
 FS1056'OLD HIGHWAY 66 WHICH IS A FRONTAGE ROAD FOR I 40 AND LATER BECOMES A
 FS1056'DIRT ROAD FOR 10.1 MILES TO A JUNCTION OF DIRT ROADS.  TURN LEFT ON
 FS1056'ROAD WHICH PASSES UNDER A RAILROAD BRIDGE CONSTRUCTED OF
 FS1056'PILINGS.  TRAVEL 0.2 MILE TO A WIRE GATE, PASS THRU GATE AND TURN
 FS1056'RIGHT FOR 0.7 MILE TO A T ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.2
 FS1056'MILE TO A T ROAD LEFT WHICH IS JUST PAST A SMALL HILL ON THE
 FS1056'LEFT.  TRAVEL STRAIGHT AHEAD ON TRACK ROAD 1.55 MILE TO A FORK, TAKE
 FS1056'THE LEFT FORK 0.35 MILE TO A T ROAD, TAKE THE LEFT FORK 0.4 MILE TO A
 FS1056'CORRAL AND A CONCRETE WATER TANK.  BEAR RIGHT AROUND CORRAL AND TRAVEL
 FS1056'0.2 MILE TO A DIM ROAD ON RIGHT, BEAR LEFT ON MAIN TRAVELED ROAD FOR
 FS1056'0.9 MILE TO A T ROAD RIGHT, CONTINUE AHEAD FOLLOWING WASH FOR 0.8 MILE
 FS1056'TO END OF TRUCK TRAVEL.  PACK TO THE TOP OF THE HILL ON THE LEFT, BEAR
 FS1056'RIGHT ALONG THE MAIN RIDGE TO STATION ON HIGH POINT NEAR A SADDLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1036 ***********************************************************************
 FS1036  DESIGNATION -  PGT NO 9
 FS1036  PID         -  FS1036
 FS1036  STATE/COUNTY-  AZ/MOHAVE
 FS1036  USGS QUAD   -  ELEMENTS CANYON (1968)
 FS1036
 FS1036                         *CURRENT SURVEY CONTROL
 FS1036  ___________________________________________________________________
 FS1036* NAD 83(1992)-  35 23 42.96683(N)    114 01 08.49787(W)     ADJUSTED  
 FS1036* NAVD 88     -      1236.3    (meters)    4056.     (feet)  VERTCON   
 FS1036  ___________________________________________________________________
 FS1036  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FS1036  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FS1036  HORZ ORDER  -  FIRST
 FS1036
 FS1036.The horizontal coordinates were established by classical geodetic methods
 FS1036.and adjusted by the National Geodetic Survey in August 1993.
 FS1036
 FS1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1036
 FS1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1036
 FS1036.The geoid height was determined by GEOID03.
 FS1036
 FS1036;                    North         East     Units Scale Factor Converg.
 FS1036;SPC AZ W     -   487,472.067   188,921.284   MT  0.99994069   -0 09 21.0
 FS1036;SPC AZ W     - 1,599,317.81    619,820.49   iFT  0.99994069   -0 09 21.0
 FS1036;UTM  11      - 3,920,959.916   770,744.658   MT  1.00050345   +1 43 39.6
 FS1036;UTM  12      - 3,921,064.865   225,798.028   MT  1.00052667   -1 44 59.1
 FS1036
 FS1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1036!SPC AZ W     -   0.99981037  x   0.99994069  =   0.99975107
 FS1036!UTM  11      -   0.99981037  x   1.00050345  =   1.00031373
 FS1036!UTM  12      -   0.99981037  x   1.00052667  =   1.00033694
 FS1036
 FS1036:                Primary Azimuth Mark                     Grid Az
 FS1036:SPC AZ W     -  HERD                                     005 27 32.1
 FS1036:UTM  11      -  HERD                                     003 34 31.5
 FS1036:UTM  12      -  HERD                                     007 03 10.2
 FS1036
 FS1036|---------------------------------------------------------------------|
 FS1036| PID    Reference Object                     Distance      Geod. Az  |
 FS1036|                                                           dddmmss.s |
 FS1036| FR0990 HERD                                APPROX.19.0 KM 0051811.1 |
 FS1036| CC6242 PGT NO 9 RM 1                        11.037 METERS 06335     |
 FS1036| CC6243 PGT NO 9 RM 2                         6.390 METERS 10911     |
 FS1036|---------------------------------------------------------------------|
 FS1036
 FS1036                          SUPERSEDED SURVEY CONTROL
 FS1036
 FS1036  NAD 83(1986)-  35 23 42.96162(N)    114 01 08.49398(W) AD(       ) 1
 FS1036  NAD 27      -  35 23 42.99047(N)    114 01 05.65138(W) AD(       ) 1
 FS1036  NGVD 29 (07/19/86) 1235.5    (m)         4053.     (f) VERT ANG    3  
 FS1036
 FS1036.Superseded values are not recommended for survey control.
 FS1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1036.See file dsdata.txt to determine how the superseded data were derived.
 FS1036
 FS1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7074520960(NAD 83)
 FS1036_MARKER: DD = SURVEY DISK
 FS1036_SETTING: 66 = SET IN ROCK OUTCROP
 FS1036
 FS1036  HISTORY     - Date     Condition        Report By
 FS1036  HISTORY     - 1960     MONUMENTED       DMA
 FS1036  HISTORY     - 1980     GOOD             NGS
 FS1036
 FS1036                          STATION DESCRIPTION
 FS1036
 FS1036'DESCRIBED BY DEFENSE MAP AGENCY 1960
 FS1036'PGT NO. 9, AMS 1960 IS A STATION ON A PRECISE GEODIMETER TRAVERSE
 FS1036'AND WAS ESTABLISHED BY AN ARMY MAP SERVICE FIELD PARTY.
 FS1036'
 FS1036'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 FS1036'IN A DRILL HOLE IN A 2 X 3 FOOT OUTCROPPING OF ROCK, TIPPED
 FS1036'SLIGHTLY TO THE NORTH AND PROJECTING ABOUT 0.6 FEET ABOVE THE
 FS1036'GROUND LEVEL.  IT IS STAMPED PGT NO. 9 ARMY MAP SERVICE 1960.
 FS1036'
 FS1036'THE STATION MARK IS LOCATED ABOUT 14 FEET SOUTH-SOUTHEAST OF THE
 FS1036'HIGHEST POINT OF A LONE, PROMINENT HILL ABOUT 14 MILES NORTH OF
 FS1036'KINGMAN AND ABOUT 10 MILES EAST-SOUTHEAST OF THE TOWN OF CHLORIDE.
 FS1036'
 FS1036'TO REACH THE STATION MARK FROM THE RAILROAD DEPOT IN KINGMAN, GO
 FS1036'EAST ON U.S. ROUTES 66-93 FOR 1.3 MILES TO THE INTERSECTION OF
 FS1036'HALL STREET.  TURN LEFT ON HALL STREET AND GO NORTH FOR 4.2 MILES
 FS1036'TO A STEEL CATTLE GUARD.  CONTINUE NORTH ON THE MAIN TRAVELED
 FS1036'ROAD FOR 3.6 MILES TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO
 FS1036'0.9 MILE TO A ROAD FORK AND SIGN DEL BROOKS RANCH.  TURN RIGHT
 FS1036'AND CONTINUE ON MAIN ROAD FOR 2.5 MILES TO A Y FORK IN THE ROAD
 FS1036'AND SIGN HI JOLLY MINES CORP -- ISMAN PROJECT.  KEEP RIGHT ON
 FS1036'MAIN TRAVELED ROAD AND GO 1.8 MILES TO A STEEL CATTLE
 FS1036'GUARD.  CONTINUE ON FOR 0.7 MILE TO A ROAD LEADING RIGHT TO
 FS1036'A WINDMILL AND CATTLE WATERING TROUGHS.  KEEP LEFT ON MAIN
 FS1036'ROAD AND CONTINUE FOR 1.6 MILES TO A ROAD TO THE RIGHT.  KEEP
 FS1036'LEFT AND CONTINUE FOR 0.6 MILE TO A BLADED ROAD BEARING TO
 FS1036'THE RIGHT.  BEAR RIGHT ON THE BLADED ROAD AND GO 0.1 MILE TO A
 FS1036'SHARP RIGHT ANGLE TURN TO THE EAST AND SIGNS CALLE LUCERO -
 FS1036'CHERUM ROAD.  TURN RIGHT AND GO EAST FOR 0.75 MILE TO A FENCELINE
 FS1036'AND A WIRE GATE.  PASS THROUGH THE GATE AND BEARING TO THE
 FS1036'RIGHT GO ACROSS COUNTRY FOR ABOUT 0.1 MILE TO THE BASE OF A
 FS1036'LONE MOUNTAIN, AT A POINT JUST NORTH OF A PROMINENT LITTLE
 FS1036'SADDLE AND END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH UP TO A
 FS1036'SMALL SADDLE AND THEN EAST TO THE HIGHEST POINT OF THE MOUNTAIN
 FS1036'AND STATION SITE.  ABOUT 15 MINUTE PACK.
 FS1036'
 FS1036'REFERENCE MARK NO. 1--A U.S. ARMY CORPS OF ENGINEERS DISK
 FS1036'CEMENTED IN A DRILL HOLE IN THE TOP OF A LIGHT COLORED BOULDER
 FS1036'PROJECTING ABOUT 2.5 FEET ABOVE THE GROUND AND 11.037 METERS
 FS1036'EAST-NORTHEAST OF THE STATION MARK.  IT IS STAMPED PGT NO. 9
 FS1036'RM NO. 1 ARMY MAP SERVICE 1960.
 FS1036'
 FS1036'REFERENCE MARK NO. 2--A U.S. ARMY CORPS OF ENGINEERS DISK CEMENTED
 FS1036'IN A DRILL HOLE IN A LARGE BLACK OUTCROPPING OF ROCK 6.390 METERS
 FS1036'EAST-SOUTHEAST OF THE STATION MARK.  IT IS STAMPED PGT NO. 9 RM
 FS1036'NO. 2 ARMY MAP SERVICE 1960.
 FS1036
 FS1036                          STATION RECOVERY (1980)
 FS1036
 FS1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FS1036'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FS1036'CONDITION AND AS DESCRIBED IN 1960.  THE ROUTE TO THE STATION IS
 FS1036'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2389 ***********************************************************************
 CZ2389  DESIGNATION -  PHIPPS
 CZ2389  PID         -  CZ2389
 CZ2389  STATE/COUNTY-  AZ/PIMA
 CZ2389  USGS QUAD   -  TUCSON EAST (1992)
 CZ2389
 CZ2389                         *CURRENT SURVEY CONTROL
 CZ2389  ___________________________________________________________________
 CZ2389* NAD 83(2007)-  32 11 15.65968(N)    110 46 20.68935(W)     ADJUSTED  
 CZ2389* NAVD 88     -       882.5    (meters)    2895.     (feet)  VERTCON   
 CZ2389  ___________________________________________________________________
 CZ2389  EPOCH DATE  -        2007.00
 CZ2389  X           -  -1,916,467.379 (meters)                     COMP
 CZ2389  Y           -  -5,052,462.620 (meters)                     COMP
 CZ2389  Z           -   3,378,517.676 (meters)                     COMP
 CZ2389  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 CZ2389  ELLIP HEIGHT-         853.849 (meters)          (02/10/07) ADJUSTED
 CZ2389  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CZ2389
 CZ2389  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2389  Type    PID    Designation                      North   East  Ellip
 CZ2389  -------------------------------------------------------------------
 CZ2389  NETWORK CZ2389 PHIPPS                            1.22   1.16   5.08
 CZ2389  -------------------------------------------------------------------
 CZ2389
 CZ2389.The horizontal coordinates were established by GPS observations
 CZ2389.and adjusted by the National Geodetic Survey in February 2007.
 CZ2389
 CZ2389.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2389.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2389.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2389.The epoch date for horizontal control is a decimal equivalence
 CZ2389.of Year/Month/Day.
 CZ2389
 CZ2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2389
 CZ2389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2389
 CZ2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2389
 CZ2389.The ellipsoidal height was determined by GPS observations
 CZ2389.and is referenced to NAD 83.
 CZ2389
 CZ2389.The geoid height was determined by GEOID03.
 CZ2389
 CZ2389;                    North         East     Units Scale Factor Converg.
 CZ2389;SPC AZ C     -   132,250.813   321,255.564   MT  1.00004352   +0 36 34.5
 CZ2389;SPC AZ C     -   433,893.74  1,053,988.07   iFT  1.00004352   +0 36 34.5
 CZ2389;UTM  12      - 3,561,261.970   521,452.862   MT  0.99960568   +0 07 16.4
 CZ2389
 CZ2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2389!SPC AZ C     -   0.99986595  x   1.00004352  =   0.99990947
 CZ2389!UTM  12      -   0.99986595  x   0.99960568  =   0.99947168
 CZ2389
 CZ2389                          SUPERSEDED SURVEY CONTROL
 CZ2389
 CZ2389  ELLIP H (06/11/02)  853.872  (m)                       GP(       ) 4 2
 CZ2389  NAD 83(1992)-  32 11 15.65923(N)    110 46 20.68840(W) AD(       ) 1
 CZ2389  ELLIP H (08/23/93)  853.950  (m)                       GP(       ) 4 2
 CZ2389  NAD 83(1986)-  32 11 15.65437(N)    110 46 20.68726(W) AD(       ) 1
 CZ2389  NGVD 29 (05/25/90)  881.8    (m)         2893.     (f) GPS OBS     3  
 CZ2389
 CZ2389.Superseded values are not recommended for survey control.
 CZ2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2389.See file dsdata.txt to determine how the superseded data were derived.
 CZ2389
 CZ2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2145361262(NAD 83)
 CZ2389_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2389_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2389+STABILITY: SURFACE MOTION
 CZ2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2389+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ2389
 CZ2389  HISTORY     - Date     Condition        Report By
 CZ2389  HISTORY     - 1987     MONUMENTED       AZDT
 CZ2389  HISTORY     - 20031207 GOOD             GEOCAC
 CZ2389  HISTORY     - 20080822 GOOD             GEOCAC
 CZ2389
 CZ2389                          STATION DESCRIPTION
 CZ2389
 CZ2389'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (REA)
 CZ2389'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI)
 CZ2389'EAST OF DOWNTOWN TUCSON,
 CZ2389'17.7 KM (11 MI) NORTH-NORTHWEST OF VAIL, ALONG HOUGHTON ROAD, ON
 CZ2389'TOP OF A CUT BANK ABOUT 4.6 METERS (15 FT) HIGHER THAN THE ROAD.
 CZ2389'OWNERSHIP--MR. PHIPPS, 3055 SOUTH HOUGHTON ROAD, TUCSON AZ 85730.
 CZ2389'
 CZ2389'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2389'HOUGHTON ROAD (EXIT 275) WHICH IS ABOUT 24.1 KM (15 MI) SOUTHEAST
 CZ2389'OF SOUTH TUCSON, GO NORTH FOR 12.9 KM (8.0 MI) ON HOUGHTON ROAD TO
 CZ2389'A CROSSROAD, ESCALANTE ROAD.
 CZ2389'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.1 KM (0.7 MI) ON
 CZ2389'HOUGHTON ROAD TO A DIRT DRIVEWAY RIGHT AT THE CREST OF A HILL.
 CZ2389'TURN RIGHT AND GO EAST FOR 40 METERS (131 FT) ON THE DIRT DRIVEWAY TO
 CZ2389'A DIRT ROAD LEFT.
 CZ2389'TURN LEFT AND GO NORTH FOR 25 METERS (82 FT) ON THE DIRT ROAD TO
 CZ2389'THE STATION.
 CZ2389'
 CZ2389'THE STATION IS A STANDARD AZDT DISK
 CZ2389'STAMPED---PHIPPS 1987---,
 CZ2389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ2389'25 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 CZ2389'26.52 METERS (87.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CZ2389'OF HOUGHTON ROAD (SLOPE MEASUREMENT),
 CZ2389'25.30 METERS (83.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2389'OF THE DIRT DRIVEWAY,
 CZ2389'7.01 METERS (23.0 FT) EAST FROM A TELEPHONE JUNCTION BOX AND
 CZ2389'1.07 METERS (3.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 CZ2389'THE UNDERGROUND MARK IS A STANDARD AZDT DISK
 CZ2389'STAMPED---PHIPPS 1987---,
 CZ2389'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CZ2389'
 CZ2389'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CZ2389'
 CZ2389'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2389'
 CZ2389'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2389'
 CZ2389'DESCRIBED BY D.F. CALLAHAN.
 CZ2389
 CZ2389                          STATION RECOVERY (2003)
 CZ2389
 CZ2389'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ2389'RECOVERED IN GOOD CONDITION.
 CZ2389
 CZ2389                          STATION RECOVERY (2008)
 CZ2389
 CZ2389'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0473 ***********************************************************************
 DV0473  DESIGNATION -  PHOENIX
 DV0473  PID         -  DV0473
 DV0473  STATE/COUNTY-  AZ/MARICOPA
 DV0473  USGS QUAD   -  PHOENIX (1982)
 DV0473
 DV0473                         *CURRENT SURVEY CONTROL
 DV0473  ___________________________________________________________________
 DV0473* NAD 83(1992)-  33 25 19.57501(N)    112 04 49.25199(W)     ADJUSTED  
 DV0473* NAVD 88     -       326.89   (+/-2cm)    1072.5    (feet)  VERTCON   
 DV0473  ___________________________________________________________________
 DV0473  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DV0473  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0473  HORZ ORDER  -  SECOND
 DV0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0473
 DV0473.The horizontal coordinates were established by classical geodetic methods
 DV0473.and adjusted by the National Geodetic Survey in August 1993.
 DV0473
 DV0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0473.The vertical order pertains to the NGVD 29 superseded value.
 DV0473
 DV0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0473
 DV0473.The geoid height was determined by GEOID03.
 DV0473
 DV0473;                    North         East     Units Scale Factor Converg.
 DV0473;SPC AZ C     -   268,573.659   198,138.241   MT  0.99990286   -0 05 24.6
 DV0473;SPC AZ C     -   881,147.18    650,059.85   iFT  0.99990286   -0 05 24.6
 DV0473;UTM  12      - 3,698,604.652   399,559.347   MT  0.99972438   -0 35 42.4
 DV0473
 DV0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0473!SPC AZ C     -   0.99995337  x   0.99990286  =   0.99985624
 DV0473!UTM  12      -   0.99995337  x   0.99972438  =   0.99967777
 DV0473
 DV0473|---------------------------------------------------------------------|
 DV0473| PID    Reference Object                     Distance      Geod. Az  |
 DV0473|                                                           dddmmss.s |
 DV0473| DV0475 PHOENIX RM 1                         29.559 METERS 02931     |
 DV0473| DV1625 PHOENIX AZ MK                                      0634158.8 |
 DV0473| DV0474 PHOENIX RM 2                         31.482 METERS 31306     |
 DV0473|---------------------------------------------------------------------|
 DV0473
 DV0473                          SUPERSEDED SURVEY CONTROL
 DV0473
 DV0473  NAD 83(1986)-  33 25 19.56930(N)    112 04 49.25722(W) AD(       ) 2
 DV0473  NAD 27      -  33 25 19.40970(N)    112 04 46.72050(W) AD(       ) 2
 DV0473  NGVD 29 (??/??/92)  326.240  (m)         1070.34   (f) ADJ UNCH    2 0
 DV0473
 DV0473.Superseded values are not recommended for survey control.
 DV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0473.See file dsdata.txt to determine how the superseded data were derived.
 DV0473
 DV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9955998605(NAD 83)
 DV0473_MARKER: DS = TRIANGULATION STATION DISK
 DV0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0473_STAMPING: PHOENIX 1935
 DV0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0473+STABILITY: SURFACE MOTION
 DV0473
 DV0473  HISTORY     - Date     Condition        Report By
 DV0473  HISTORY     - 1935     MONUMENTED       CGS
 DV0473  HISTORY     - 1947     GOOD             CGS
 DV0473  HISTORY     - 1953     GOOD             CGS
 DV0473  HISTORY     - 1962     GOOD             CGS
 DV0473  HISTORY     - 1962     GOOD             NGS
 DV0473  HISTORY     - 1967     SEE DESCRIPTION  AZHD
 DV0473  HISTORY     - 1967     GOOD             NGS
 DV0473
 DV0473                          STATION DESCRIPTION
 DV0473
 DV0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV0473'ABOUT 0.2 MILE EAST OF THE SOUTH END OF SEVENTH AVENUE IN
 DV0473'THE NORTHEAST CORNER OF THE CITY OF PHOENIX DUMPING GROUNDS,
 DV0473'ON THE NORTH BANK OF THE SALT RIVER.  MARKED BY STANDARD
 DV0473'BRONZE DISKS.  REFERENCE
 DV0473'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 DV0473'29.568 METERS (97.01 FEET) FROM STATION.
 DV0473'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV0473'DISK IS 31.518 METERS (103.41 FEET) FROM STATION.
 DV0473'NO AZIMUTH MARK ESTABLISHED.
 DV0473'OTHER STATIONS VISIBLE FROM THE GROUND.
 DV0473
 DV0473                          STATION RECOVERY (1947)
 DV0473
 DV0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WWH)
 DV0473'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DV0473'IN GOOD CONDITION.
 DV0473'
 DV0473'NEW DESCRIPTION FOLLOWS--IN THE NORTHWEST CORNER OF SEC.
 DV0473'20, T 1 N, R 3, AND ABOUT 350 YARDS EAST FROM THE SECTION
 DV0473'CORNER, OUTSIDE OF THE CORPORATE LIMITS OF THE CITY OF PHOENIX,
 DV0473'WHERE FIFTH AVENUE SOUTH EXTENDED ENDS AT THE SECTION LINE.
 DV0473'THE SECTION LINE BETWEEN SECTION LINE BETWEEN SECTIONS 17
 DV0473'AND 20 PASSES BETWEEN THE REFERENCE MARKS AND THE STATION MARK.
 DV0473
 DV0473                          STATION RECOVERY (1953)
 DV0473
 DV0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV0473'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DV0473'THE DESCRIPTION IS ADEQUATE.  THE DISTANCES TO THE REFERENCE
 DV0473'MARKS WERE NOT CHECKED.
 DV0473
 DV0473                          STATION RECOVERY (1962)
 DV0473
 DV0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0473'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DV0473'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 DV0473'MARKS.  A AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  NO
 DV0473'DATA WAS AVAILABLE AT THIS TIME TO CHECK THE DIRECTION TO
 DV0473'THE REFERENCE MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DV0473'
 DV0473'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF THE
 DV0473'CENTER OF DOWNTOWN BUSINESS SECTION OF PHOENIX, ABOUT 1/2
 DV0473'MILE WEST OF BRIDGE ON S. CENTRAL AVENUE WHICH IS OVER THE
 DV0473'SALT RIVER AND ON AREA WHICH IS CLEARED NOW AND IS NO LONGER
 DV0473'USED FOR A DUMPING GROUND.
 DV0473'
 DV0473'TO REACH THE STATION FROM THE INTERSECTION OF W. JEFFERSON
 DV0473'STREET AND S 7TH AVENUE IN PHOENIX, GO SOUTH ON S. 7TH
 DV0473'AVENUE FOR 1.2 MILES TO A OVERPASS OF INTERSTATE HIGHWAY,
 DV0473'CONTINUE SOUTH ON S 7TH AVENUE FOR 0.25 MILE TO W. WATKINS ROAD,
 DV0473'CONTINUE SOUTH ON S 7TH AVENUE FOR 0.25 MILE TO THE MARICOPA
 DV0473'PACKING CO. ON RIGHT AND DIRT ROAD ON LEFT, TURN LEFT AND
 DV0473'GO EAST ON DIRT ROAD FOR 0.15 MILE TO WHERE ROAD CURVES
 DV0473'TO NORTH AND STATION ON RIGHT AS DESCRIBED.
 DV0473'
 DV0473'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED PHOENIX
 DV0473'1935, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 DV0473'IS SET FLUSH WITH THE GROUND.  THE MARK IS 82 FEET SOUTH OF
 DV0473'CENTER OF CURVE IN ROAD, 66 FEET SOUTH OF STREET LAMP POLE
 DV0473'NO. PS-44179 AND 32 FEET WEST-SOUTHWEST OF THE WITNESS POST.
 DV0473'
 DV0473'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED PHOENIX
 DV0473'NO 1 1935, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 DV0473'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS
 DV0473'96 FEET NORTHEAST OF THE WITNESS POST, 49 FEET EAST OF CENTER OF
 DV0473'CURVE IN ROAD AND 40.8 FEET EAST-NORTHEAST OF STREET LAMP
 DV0473'POLE NO. PS-44179.
 DV0473'
 DV0473'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED PHOENIX
 DV0473'NO 2 1935, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 DV0473'WHICH PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.  THE MARK IS
 DV0473'104 FEET NORTHWEST OF THE WITNESS POST, 87 FEET WEST OF
 DV0473'STREET LAMP POLE NO. PS-44179, 34.4 FEET EAST-NORTHEAST OF
 DV0473'UTILITY POLE NO. PS-448 AND 10 FEET NORTH OF CENTER OF ROAD.
 DV0473'
 DV0473'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED PHOENIX 1935,
 DV0473'IS SET IN A DRILL HOLE IN NORTHWEST CORNER OF BRIDGE, 20.2
 DV0473'FEET SOUTH OF THE NORTHWEST CORNER OF BRIDGE, 35 FEET WEST
 DV0473'OF CENTER OF MERIDIAN AND IS ABOUT 4 FEET HIGHER THAN BRIDGE
 DV0473'FLOOR.
 DV0473'
 DV0473'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON DIRT ROAD
 DV0473'0.15 MILE TO S 7TH AVENUE, TURN RIGHT AND GO NORTH ON S 7TH
 DV0473'AVENUE FOR 0.25 MILE TO W WATKINS ROAD, TURN RIGHT ON W.
 DV0473'WATKINS ROAD AND GO EAST 0.5 MILE TO S CENTRAL AVENUE, TURN
 DV0473'RIGHT ON S CENTRAL AVENUE AND GO SOUTH 0.05 MILE TO BRIDGE
 DV0473'AND AZIMUTH MARK ON RIGHT AS DESCRIBED.
 DV0473'
 DV0473'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV0473
 DV0473                          STATION RECOVERY (1962)
 DV0473
 DV0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0473'IN PHOENIX.
 DV0473'ABOUT 0.10 MILE WEST ALONG THE SOUTHERN PACIFIC CO RAILROAD FROM THE
 DV0473'UNION STATION AT PHOENIX, THENCE 1.2 MILES SOUTH ALONG 7TH AVENUE TO
 DV0473'THE OVERPASS OF INTERSTATE HIGHWAY 10, THENCE CONTINUE SOUTH ALONG 7TH
 DV0473'AVENUE FOR 0.45 MILE TO A MEAT PACKING PLANT ON THE RIGHT, (MARICOPA
 DV0473'PACKING CO.), THENCE EAST ALONG AN ALLEY FOR 0.15 MILE TO WHERE THE
 DV0473'ALLEY MAKES A SHARP TURN TO THE NORTH, 73 FEET SOUTH OF THE CENTER OF
 DV0473'THE ALLEY, 62 FEET SOUTH OF A STREET LIGHT POLE, 3.2 FEET SOUTHWEST OF
 DV0473'A WITNESS POST.  AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DV0473'GROUND.
 DV0473
 DV0473                          STATION RECOVERY (1967)
 DV0473
 DV0473'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DV0473'THE STATION WAS FOUND IN GOOD CONDITION BUT IN IMMEDIATE
 DV0473'DANGER OF BEING DESTROYED BY EXCAVATION BY A COMMERCIAL
 DV0473'ROCK COMPANY.  REFERENCE MARK 1 HAD ALREADY BEEN DESTROYED
 DV0473'BUT REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND TO BE
 DV0473'IN GOOD CONDITION AND NOT DISTURBED.  THE OLD REFERENCE
 DV0473'MARK DISK NO. 2 WAS REMOVED AND THE NEW REFERENCE MARK NO.
 DV0473'4 1967 WAS RESET IN THE SAME CONCRETE MONUMENT.
 DV0473'
 DV0473'A NEW STATION PHOENIX 2 RESET 1967 WAS SET ON LINE WITH
 DV0473'PHOENIX 1935 AND STATION TELEGRAPH PASS (USGS) 1935.
 DV0473'
 DV0473'THE PUBLISHED DESCRIPTION WAS ADEQUATE TO LOCATE THE STATION.
 DV0473
 DV0473                          STATION RECOVERY (1967)
 DV0473
 DV0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1083 ***********************************************************************
 ES1083  DESIGNATION -  PHOENIX
 ES1083  PID         -  ES1083
 ES1083  STATE/COUNTY-  AZ/NAVAJO
 ES1083  USGS QUAD   -  OUTLAW DRAW (1990)
 ES1083
 ES1083                         *CURRENT SURVEY CONTROL
 ES1083  ___________________________________________________________________
 ES1083* NAD 83(1992)-  34 16 04.71231(N)    110 31 10.59138(W)     ADJUSTED  
 ES1083* NAVD 88     -      2166.8    (meters)    7109.     (feet)  VERTCON   
 ES1083  ___________________________________________________________________
 ES1083  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 ES1083  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1083  HORZ ORDER  -  THIRD
 ES1083
 ES1083.The horizontal coordinates were established by classical geodetic methods
 ES1083.and adjusted by the National Geodetic Survey in August 1993.
 ES1083
 ES1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1083
 ES1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1083
 ES1083.The geoid height was determined by GEOID03.
 ES1083
 ES1083;                    North         East     Units Scale Factor Converg.
 ES1083;SPC AZ E     -   362,432.388   180,859.445   MT  0.99991302   -0 11 55.4
 ES1083;SPC AZ E     - 1,189,082.64    593,370.88   iFT  0.99991302   -0 11 55.4
 ES1083;UTM  12      - 3,791,973.625   544,223.492   MT  0.99962411   +0 16 13.8
 ES1083
 ES1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1083!SPC AZ E     -   0.99966372  x   0.99991302  =   0.99957677
 ES1083!UTM  12      -   0.99966372  x   0.99962411  =   0.99928796
 ES1083
 ES1083:                Primary Azimuth Mark                     Grid Az
 ES1083:SPC AZ E     -  LIMESTONE                                113 55 06.6
 ES1083:UTM  12      -  LIMESTONE                                113 26 57.4
 ES1083
 ES1083|---------------------------------------------------------------------|
 ES1083| PID    Reference Object                     Distance      Geod. Az  |
 ES1083|                                                           dddmmss.s |
 ES1083| ES1073 LIMESTONE                           APPROX.24.6 KM 1134311.2 |
 ES1083| CD2465 PHOENIX RM 1                          7.482 METERS 16019     |
 ES1083| CD2466 PHOENIX RM 2                         10.715 METERS 25604     |
 ES1083|---------------------------------------------------------------------|
 ES1083
 ES1083                          SUPERSEDED SURVEY CONTROL
 ES1083
 ES1083  NAD 83(1986)-  34 16 04.70773(N)    110 31 10.59518(W) AD(       ) 3
 ES1083  NAD 27      -  34 16 04.57010(N)    110 31 08.14830(W) AD(       ) 3
 ES1083  NGVD 29 (07/19/86) 2165.9    (m)         7106.     (f) VERT ANG    3  
 ES1083
 ES1083.Superseded values are not recommended for survey control.
 ES1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1083.See file dsdata.txt to determine how the superseded data were derived.
 ES1083
 ES1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4422391974(NAD 83)
 ES1083_MARKER: DS = TRIANGULATION STATION DISK
 ES1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1083
 ES1083  HISTORY     - Date     Condition        Report By
 ES1083  HISTORY     - 1958     MONUMENTED       CGS
 ES1083  HISTORY     - 1967     GOOD             CGS
 ES1083  HISTORY     - 1972     GOOD             AZHD
 ES1083
 ES1083                          STATION DESCRIPTION
 ES1083
 ES1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1083'THE STATION IS LOCATED ON A HEAVILY TIMBERED RIDGE ABOUT 28
 ES1083'MILES WEST OF SHOW LOW, 12 MILES EAST-SOUTHEAST OF THE GENTRY
 ES1083'LOOKOUT TOWER AND 6 MILES SOUTHWEST OF THE DEER SPRINGS LOOKOUT
 ES1083'TOWER.  IT IS 51 FEET EAST-NORTHEAST OF A LEANING PINE TREE WITH A
 ES1083'TRIANGULAR BLAZE, 43 FEET EAST OF THE CENTER OF A TRACK ROAD,
 ES1083'5 FEET SOUTH OF A WITNESS POST AND 3 FEET WEST OF A FENCE.
 ES1083'THE MARK PROJECTS 3 INCHES AND IS STAMPED PHOENIX 1958.
 ES1083'
 ES1083'REFERENCE MARK NO. 1 IS 43 FEET EAST OF THE CENTER OF A TRACK
 ES1083'ROAD AND 3 FEET WEST OF A FENCE.  THE MARK IS STAMPED PHOENIX
 ES1083'NO 1 1958 AND PROJECTS 3 INCHES.
 ES1083'
 ES1083'REFERENCE MARK NO. 2 IS 26 FEET NORTHEAST OF A LEANING PINE
 ES1083'TREE WITH A TRIANGULAR BLAZE AND 9 FEET EAST OF THE CENTER
 ES1083'OF A TRACK ROAD.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 ES1083'PHOENIX NO 2 1958.
 ES1083'
 ES1083'NO AZIMUTH MARK WAS ESTABLISHED.
 ES1083'
 ES1083'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH
 ES1083'ON STATE HIGHWAY 173 FOR 1 BLOCK TO JUNCTION WITH U.S. HIGHWAY
 ES1083'60, TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 60 FOR 4.8 MILES
 ES1083'TO A DIRT SIDE ROAD RIGHT AND SIGN (RIM ROAD, 26 DEER SPRINGS
 ES1083'LOOKOUT) TURN RIGHT AS PER SIGN AND GO NORTHWESTERLY ON THE
 ES1083'RIM ROAD FOR 27.6 MILES TO THE DEER SPRINGS LOOKOUT TOWER ON
 ES1083'RIGHT, CONTINUE WESTERLY ON THE RIM ROAD FOR 0.2 MILE TO A
 ES1083'FORK, TAKE RIGHT FORK FOR 6.8 MILES TO A CROSSROAD AND SIGNS
 ES1083'(SIGN ON RIGHT PHOENIX ROAD, ON LEFT PHOENIX PARK ROAD
 ES1083'RESERVATION SIDE) TURN LEFT AND FOLLOW TRACK ROAD SOUTH FOR 0.05
 ES1083'MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTH ON
 ES1083'TRACK ROAD FOR 1.1 MILES TO AN OLD LOG CABIN AND SIGN (ELK
 ES1083'CAMP PHOENIX CAMP NO. 8) CONTINUE SOUTH ON TRACK ROAD FOR
 ES1083'1.0 MILE TO STATION ON LEFT AS DESCRIBED.
 ES1083
 ES1083                          STATION RECOVERY (1967)
 ES1083
 ES1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES1083'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ES1083'FOUND IN GOOD CONDITION.
 ES1083'
 ES1083'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 ES1083'ADEQUATE.
 ES1083
 ES1083                          STATION RECOVERY (1972)
 ES1083
 ES1083'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1083'GENERAL LOCATION AS PER DESCRIPTION.
 ES1083'
 ES1083'TO REACH AS PER DESCRIPTION.
 ES1083'
 ES1083'STATION MARK IN AND GOOD.
 ES1083'
 ES1083'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ES1083'
 ES1083'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2064 ***********************************************************************
 DV2064  DESIGNATION -  PHOENIX 2
 DV2064  PID         -  DV2064
 DV2064  STATE/COUNTY-  AZ/MARICOPA
 DV2064  USGS QUAD   -  PHOENIX (1982)
 DV2064
 DV2064                         *CURRENT SURVEY CONTROL
 DV2064  ___________________________________________________________________
 DV2064* NAD 83(1992)-  33 25 20.49544(N)    112 04 49.42983(W)     NO CHECK  
 DV2064* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 DV2064  ___________________________________________________________________
 DV2064  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DV2064  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV2064  HORZ ORDER  -  THIRD
 DV2064
 DV2064.The horizontal coordinates were established by classical geodetic methods
 DV2064.and adjusted by the National Geodetic Survey in August 1993.
 DV2064.No horizontal observational check was made to the station.
 DV2064
 DV2064.The orthometric height was scaled from a topographic map.
 DV2064
 DV2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2064
 DV2064.The geoid height was determined by GEOID03.
 DV2064
 DV2064;                    North         East     Units Scale Factor Converg.
 DV2064;SPC AZ C     -   268,602.021   198,133.691   MT  0.99990286   -0 05 24.7
 DV2064;SPC AZ C     -   881,240.23    650,044.92   iFT  0.99990286   -0 05 24.7
 DV2064;UTM  12      - 3,698,633.048   399,555.049   MT  0.99972439   -0 35 42.5
 DV2064
 DV2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2064!SPC AZ C     -   0.99995341  x   0.99990286  =   0.99985627
 DV2064!UTM  12      -   0.99995341  x   0.99972439  =   0.99967781
 DV2064
 DV2064:                Primary Azimuth Mark                     Grid Az
 DV2064:SPC AZ C     -  PHOENIX AZ MK                            066 07 05.8
 DV2064:UTM  12      -  PHOENIX AZ MK                            066 37 23.6
 DV2064
 DV2064|---------------------------------------------------------------------|
 DV2064| PID    Reference Object                     Distance      Geod. Az  |
 DV2064|                                                           dddmmss.s |
 DV2064| DV1625 PHOENIX AZ MK                                      0660141.1 |
 DV2064| CH6079 PHOENIX RM 3                         23.378 METERS 06633     |
 DV2064| CH6082 PHOENIX 2 RM 6                       15.235 METERS 09741     |
 DV2064| CH6081 PHOENIX 2 RM 5                       19.198 METERS 19730     |
 DV2064| CH6080 PHOENIX RM 4                         19.611 METERS 24937     |
 DV2064|---------------------------------------------------------------------|
 DV2064
 DV2064                          SUPERSEDED SURVEY CONTROL
 DV2064
 DV2064  NAD 83(1986)-  33 25 20.48973(N)    112 04 49.43507(W) AD(       ) 3
 DV2064  NAD 27      -  33 25 20.33014(N)    112 04 46.89828(W) AD(       ) 3
 DV2064
 DV2064.Superseded values are not recommended for survey control.
 DV2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2064.See file dsdata.txt to determine how the superseded data were derived.
 DV2064
 DV2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9955598633(NAD 83)
 DV2064_MARKER: DS = TRIANGULATION STATION DISK
 DV2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2064
 DV2064  HISTORY     - Date     Condition        Report By
 DV2064  HISTORY     - 1967     MONUMENTED       AZHD
 DV2064  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DV2064  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 DV2064
 DV2064                          STATION DESCRIPTION
 DV2064
 DV2064'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 DV2064'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF THE
 DV2064'CENTER OF DOWNTOWN SECTION OF PHOENIX, ABOUT 0.5 MILE WEST OF
 DV2064'BRIDGE ON SOUTH CENTRAL AVENUE WHICH IS OVER THE SALT RIVER AND ON
 DV2064'A CLEARED AREA.
 DV2064'
 DV2064'TO REACH THE STATION FROM THE INTERSECTION OF WEST JEFFERSON
 DV2064'STREET AND SOUTH 7TH AVENUE IN PHOENIX, GO SOUTH ON SOUTH
 DV2064'7TH AVENUE 1.2 MILES TO AN OVERPASS OF INTERSTATE HIGHWAY,
 DV2064'CONTINUE SOUTH ON SOUTH 7TH AVENUE FOR 0.25 MILE TO WEST
 DV2064'WATKINS ROAD, CONTINUE SOUTH ON SOUTH 7TH AVENUE 0.25 MILE
 DV2064'TO THE MARICOPA PACKING COMPANY ON RIGHT AND DIRT ROAD ON
 DV2064'LEFT, TURN LEFT AND GO EAST ON DIRT ROAD FOR 0.15 MILE TO
 DV2064'WHERE ROAD CURVES TO NORTH AND STATION ON LEFT AS DESCRIBED.
 DV2064'
 DV2064'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED PHOENIX
 DV2064'2 1967 BM RESET SET IN TOP OF A 10-INCH CIRCULAR CONCRETE
 DV2064'MONUMENT PROJECTING 5 INCHES.  IT IS LOCATED 36.51 FEET
 DV2064'NORTHWEST OF STREET LAMP POLE NO. PS-44179, 15 FEET
 DV2064'NORTH-NORTHWEST OF CENTER OF CURVE IN DIRT ROAD AND 3.5 FEET
 DV2064'NORTH-NORTHWEST OF A WITNESS POST.
 DV2064'
 DV2064'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 DV2064'PHOENIX NO 3 1967 RESET BM SET IN TOP OF 10-INCH CIRCULAR
 DV2064'CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS EAST OF A DIRT
 DV2064'ROAD THAT RUNS NORTH FROM CURVE.
 DV2064'
 DV2064'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 DV2064'PHOENIX NO 4 1967 RESET BM SET IN TOP OF A 12-INCH SQUARE
 DV2064'CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 87 FEET WEST OF
 DV2064'STREET LAMP POLE NO. PS-44179, 34.4 FEET EAST-NORTHEAST OF
 DV2064'UTILITY POLE NO. PS-448 AND 10 FEET NORTH OF CENTER OF DIRT
 DV2064'ROAD.
 DV2064'
 DV2064'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED PHOENIX
 DV2064'1935 SET IN A DRILL HOLE IN NORTHWEST CORNER OF BRIDGE, 20.2
 DV2064'FEET SOUTH OF NORTHWEST CORNER OF BRIDGE, 35 FEET WEST OF CENTER
 DV2064'OF MERIDIAN AND IS ABOUT 4 FEET HIGHER THAN BRIDGE FLOOR.
 DV2064'
 DV2064'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF SOUTH 7TH
 DV2064'AVENUE AND WEST WATKINS ROAD, GO WEST ON WEST WATKINS ROAD
 DV2064'0.5 MILE TO SOUTH CENTRAL AVENUE, TURN RIGHT AND SOUTH CENTRAL
 DV2064'AVENUE AND GO SOUTH 0.05 MILE TO BRIDGE AND AZIMUTH MARK
 DV2064'ON RIGHT AS DESCRIBED.
 DV2064
 DV2064                          STATION RECOVERY (1974)
 DV2064
 DV2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DV2064'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 DV2064'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 DV2064'THE REFERENCE MARKS WERE FOUND DESTROYED.  A NEW SURFACE
 DV2064'STATION MARK AND REFERENCE MARKS 5 AND 6 WERE ESTABLISHED
 DV2064'AT THIS TIME.
 DV2064'
 DV2064'THE 1967 SURFACE STATION MARK AND DISK WAS RESET OVER THE
 DV2064'UNDERGROUND MARK AND 1974 WAS ADDED TO STAMPING.  THE MARK
 DV2064'PROJECTS ABOUT 4 INCHES.  IT IS 30-1/2 FEET NORTHWEST OF A
 DV2064'POWER POLE WITH A STREET LAMP, 24 FEET WEST OF A ROAD LEADING
 DV2064'NORTH AND 17 FEET NORTH OF THE CENTER OF LOWER BUCKEYE ROAD
 DV2064'(STREET).
 DV2064'
 DV2064'REFERENCE MARK 5 IS A STANDARD DISK STAMPED PHOENIX 2 NO 5 1967
 DV2064'1974.  IT IS SET IN TOP OF A 14 INCH CONCRETE MONUMENT WHICH
 DV2064'PROJECTS 10 INCHES.  IT IS 22 FEET SOUTH OF THE CENTER OF
 DV2064'LOWER BUCKEYE ROAD, 21 FEET WEST OF THE WEST END OF A GATE
 DV2064'AND 1 FOOT SOUTH OF A CHAIN LINK FENCE.
 DV2064'
 DV2064'REFERENCE MARK 6 IS A STANDARD DISK STAMPED, PHOENIX 2 NO 6 1967
 DV2064'1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV2064'PROJECTS 2 INCHES.  IT IS 30 FEET EAST OF THE CENTER OF A
 DV2064'ROAD LEADING NORTH, 27-1/2 FEET NORTHEAST OF A POWER POLE
 DV2064'AND 1 FOOT WEST OF A WIRE FENCE.
 DV2064'
 DV2064'THE AZIMUTH MARK WAS FOUND AS DESCRIBED IN 1967.
 DV2064'
 DV2064'THE 1967 ROUTE TO THE STATION IS ADEQUATE.
 DV2064'
 DV2064'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2064'
 DV2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DV2064'SOUTH-SOUTHWEST.
 DV2064
 DV2064                          STATION RECOVERY (1980)
 DV2064
 DV2064'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JHS)
 DV2064'PHOENIX 2 1967 RESET 1974 STATION MARK/BM CAP IN CONCRETE BASE LAYING
 DV2064'ON SIDE IN DEPRESSION.
 DV2064'
 DV2064'DISTANCE AND DIRECTION FROM NEAREST TOWN--SW PHOENIX EAST OF 7TH
 DV2064'AVE AT SALT RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2028 ***********************************************************************
 DV2028  DESIGNATION -  PHOENIX AM TEL AND TEL MAST
 DV2028  PID         -  DV2028
 DV2028  STATE/COUNTY-  AZ/MARICOPA
 DV2028  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV2028
 DV2028                         *CURRENT SURVEY CONTROL
 DV2028  ___________________________________________________________________
 DV2028* NAD 83(1992)-  33 37 32.31080(N)    112 08 30.74304(W)     ADJUSTED  
 DV2028* NAVD 88     -              **(meters)            **(feet)            
 DV2028  ___________________________________________________________________
 DV2028  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 DV2028  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV2028  HORZ ORDER  -  THIRD
 DV2028
 DV2028.The horizontal coordinates were established by classical geodetic methods
 DV2028.and adjusted by the National Geodetic Survey in August 1993.
 DV2028
 DV2028
 DV2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2028
 DV2028.The geoid height was determined by GEOID03.
 DV2028
 DV2028;                    North         East     Units Scale Factor Converg.
 DV2028;SPC AZ C     -   291,157.310   192,465.599   MT  0.99990538   -0 07 29.0
 DV2028;SPC AZ C     -   955,240.52    631,448.82   iFT  0.99990538   -0 07 29.0
 DV2028;UTM  12      - 3,721,233.639   394,087.439   MT  0.99973829   -0 37 56.6
 DV2028
 DV2028                          SUPERSEDED SURVEY CONTROL
 DV2028
 DV2028  NAD 83(1986)-  33 37 32.30538(N)    112 08 30.74956(W) AD(       ) 4
 DV2028  NAD 27      -  33 37 32.16900(N)    112 08 28.19800(W) AD(       ) 3
 DV2028
 DV2028.Superseded values are not recommended for survey control.
 DV2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2028.See file dsdata.txt to determine how the superseded data were derived.
 DV2028
 DV2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9408721234(NAD 83)
 DV2028
 DV2028  HISTORY     - Date     Condition        Report By
 DV2028  HISTORY     - UNK      MONUMENTED
 DV2028  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DV2028  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV2028  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV2028
 DV2028                          STATION DESCRIPTION
 DV2028
 DV2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2028'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DV2028
 DV2028                          STATION RECOVERY (2004)
 DV2028
 DV2028'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV2028'NOT FOUND.  LOCATAION IS A PARKING LOT.
 DV2028
 DV2028                          STATION RECOVERY (2007)
 DV2028
 DV2028'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2028'NO MAST AT THE DESCRIBED LOCATION. A MEDICAL OFFICE BUILDING HAS BEEN
 DV2028'BUILT ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1625 ***********************************************************************
 DV1625  DESIGNATION -  PHOENIX AZ MK
 DV1625  PID         -  DV1625
 DV1625  STATE/COUNTY-  AZ/MARICOPA
 DV1625  USGS QUAD   -  PHOENIX (1982)
 DV1625
 DV1625                         *CURRENT SURVEY CONTROL
 DV1625  ___________________________________________________________________
 DV1625* NAD 83(1986)-  33 25 30.     (N)    112 04 26.     (W)     SCALED    
 DV1625* NAVD 88     -       331.40   (+/-2cm)    1087.3    (feet)  VERTCON   
 DV1625  ___________________________________________________________________
 DV1625  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV1625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1625
 DV1625.The horizontal coordinates were scaled from a topographic map and have
 DV1625.an estimated accuracy of +/- 6 seconds.
 DV1625
 DV1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1625.The vertical order pertains to the NGVD 29 superseded value.
 DV1625
 DV1625.The geoid height was determined by GEOID03.
 DV1625
 DV1625;                    North         East    Units  Estimated Accuracy
 DV1625;SPC AZ C     -   268,890.      198,740.      MT  (+/- 180 meters Scaled)
 DV1625
 DV1625                          SUPERSEDED SURVEY CONTROL
 DV1625
 DV1625  NGVD 29 (??/??/92)  330.740  (m)         1085.10   (f) ADJ UNCH    2 0
 DV1625
 DV1625.Superseded values are not recommended for survey control.
 DV1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1625.See file dsdata.txt to determine how the superseded data were derived.
 DV1625
 DV1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001989(NAD 83)
 DV1625
 DV1625  HISTORY     - Date     Condition        Report By
 DV1625  HISTORY     - 1962     MONUMENTED       CGS
 DV1625  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV1625  HISTORY     - 20070718 MARK NOT FOUND   GEOCAC
 DV1625
 DV1625                          STATION DESCRIPTION
 DV1625
 DV1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV1625'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
 DV1625
 DV1625                          STATION RECOVERY (2007)
 DV1625
 DV1625'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2061 ***********************************************************************
 DV2061  DESIGNATION -  PHOENIX BASELINE EAST
 DV2061  PID         -  DV2061
 DV2061  STATE/COUNTY-  AZ/MARICOPA
 DV2061  USGS QUAD   -  PHOENIX (1982)
 DV2061
 DV2061                         *CURRENT SURVEY CONTROL
 DV2061  ___________________________________________________________________
 DV2061* NAD 83(1992)-  33 22 39.20331(N)    112 04 49.01832(W)     ADJUSTED  
 DV2061* NAVD 88     -       355.4    (meters)    1166.     (feet)  VERTCON   
 DV2061  ___________________________________________________________________
 DV2061  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DV2061  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV2061  HORZ ORDER  -  SECOND
 DV2061
 DV2061.The horizontal coordinates were established by classical geodetic methods
 DV2061.and adjusted by the National Geodetic Survey in August 1993.
 DV2061
 DV2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2061
 DV2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2061
 DV2061.The geoid height was determined by GEOID03.
 DV2061
 DV2061;                    North         East     Units Scale Factor Converg.
 DV2061;SPC AZ C     -   263,633.280   198,136.511   MT  0.99990286   -0 05 24.1
 DV2061;SPC AZ C     -   864,938.58    650,054.17   iFT  0.99990286   -0 05 24.1
 DV2061;UTM  12      - 3,693,665.362   399,514.112   MT  0.99972449   -0 35 39.7
 DV2061
 DV2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2061!SPC AZ C     -   0.99994888  x   0.99990286  =   0.99985175
 DV2061!UTM  12      -   0.99994888  x   0.99972449  =   0.99967339
 DV2061
 DV2061:                Primary Azimuth Mark                     Grid Az
 DV2061:SPC AZ C     -  PHOENIX BASELINE EAST AZ MK              001 57 41.1
 DV2061:UTM  12      -  PHOENIX BASELINE EAST AZ MK              002 27 56.7
 DV2061
 DV2061|---------------------------------------------------------------------|
 DV2061| PID    Reference Object                     Distance      Geod. Az  |
 DV2061|                                                           dddmmss.s |
 DV2061| CH6083 PHOENIX BASELINE EAST AZ MK                        0015217.0 |
 DV2061| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 8.6 KM 0034608.6 |
 DV2061| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       APPROX. 8.0 KM 0040858.8 |
 DV2061| DV2070 PHOENIX RADIO STA KIFN TOWER        APPROX. 5.4 KM 0074054.9 |
 DV2061| CH6084 PHOENIX BASELINE EAST RM 1           97.972 METERS 08231     |
 DV2061| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX. 5.1 KM 1601557.9 |
 DV2061| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX. 5.1 KM 1605608.0 |
 DV2061| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX. 5.1 KM 1625622.7 |
 DV2061| CH6085 PHOENIX BASELINE EAST RM 2           13.948 METERS 25129     |
 DV2061| CH6086 PHOENIX BASELINE EAST RM 3           31.173 METERS 28035     |
 DV2061|---------------------------------------------------------------------|
 DV2061
 DV2061                          SUPERSEDED SURVEY CONTROL
 DV2061
 DV2061  NAD 83(1986)-  33 22 39.19747(N)    112 04 49.02346(W) AD(       ) 2
 DV2061  NAD 27      -  33 22 39.03420(N)    112 04 46.49020(W) AD(       ) 2
 DV2061  NGVD 29 (07/19/86)  354.8    (m)         1164.     (f) VERT ANG    3  
 DV2061
 DV2061.Superseded values are not recommended for survey control.
 DV2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2061.See file dsdata.txt to determine how the superseded data were derived.
 DV2061
 DV2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9951493665(NAD 83)
 DV2061_MARKER: DS = TRIANGULATION STATION DISK
 DV2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2061
 DV2061  HISTORY     - Date     Condition        Report By
 DV2061  HISTORY     - 1947     MONUMENTED       CGS
 DV2061  HISTORY     - 1953     GOOD             CGS
 DV2061  HISTORY     - 1960     GOOD             AMS
 DV2061  HISTORY     - 1962     GOOD             CGS
 DV2061  HISTORY     - 1980     GOOD             NGS
 DV2061
 DV2061                          STATION DESCRIPTION
 DV2061
 DV2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2061'THE STATION IS LOCATED APPROXIMATELY 5 MILES AIRLINE SOUTH OF
 DV2061'PHOENIX ON BASELINE ROAD, 0.4 MILE WEST OF ITS INTERSECTION WITH
 DV2061'SOUTH CENTRAL AVENUE, 107 PACES WEST OF INTERSECTION OF BASELINE
 DV2061'ROAD AND WESTERN CANAL, APPROXIMATELY 50 FEET SOUTH OF CENTER
 DV2061'LINE OF BASELINE ROAD, ABOUT 27 FEET NORTH OF THE NORTH EDGE
 DV2061'OF CANAL, 3 FEET NORTH OF A EAST-WEST FENCE LINE, 12 INCHES
 DV2061'BELOW THE GROUND SURFACE AND IS STAMPED BASELINE EAST 1947.
 DV2061'
 DV2061'REFERENCE MARK NO. 1 IS SET FLUSH IN THE SOUTH HEADWALL OF A
 DV2061'CONCRETE BRIDGE ACROSS WESTERN CANAL, APPROXIMATELY IN CENTER
 DV2061'OF CANAL, ABOUT 2 FEET HIGHER THAN CENTERLINE OF ROAD AND IS
 DV2061'STAMPED BASELINE EAST NO 1 1947.
 DV2061'
 DV2061'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2061'STATION, 25 FEET NORTH OF THE NORTH EDGE OF CANAL, 1 FOOT
 DV2061'NORTH OF A EAST-WEST FENCE LINE, FLUSH WITH THE GROUND
 DV2061'SURFACE AND IS STAMPED BASELINE EAST NO 2 1947.
 DV2061'
 DV2061'THE AZIMUTH MARK IS LOCATED ON SOUTHERN AVENUE, 28 FEET NORTH OF
 DV2061'AND APPROXIMATELY THE SAME ELEVATION AS SOUTHERN AVENUE, 3 FEET
 DV2061'WEST-SOUTHWEST OF A 2 FOOT TREE, 1 FOOT SOUTH OF A EAST-WEST
 DV2061'FENCE LINE, PROJECTS 3 INCHES AND IS STAMPED BASELINE EAST 1947.
 DV2061'
 DV2061'TO REACH FROM THE INTERSECTION OF VAN BUREN AND CENTRAL AVENUE IN
 DV2061'PHOENIX.  GO SOUTH ON SOUTH CENTRAL AVENUE FOR 5.2 MILES TO THE
 DV2061'INTERSECTION OF SOUTH CENTRAL AVENUE WITH BASELINE ROAD.
 DV2061'TURN RIGHT (W) AND GO 0.4 MILE TO STATION ON LEFT AS DESCRIBED
 DV2061'ABOVE.  THE AZIMUTH MARK IS REACHED BY TURNING RIGHT (W)
 DV2061'ON SOUTHERN AVENUE 1.0 MILE BEFORE REACHING THE INTERSECTION
 DV2061'OF BASELINE ROAD, CONTINUE WEST ON SOUTHERN AVENUE FOR 0.25
 DV2061'MILE TO AZIMUTH MARK AS DESCRIBED ABOVE.
 DV2061
 DV2061                          STATION RECOVERY (1953)
 DV2061
 DV2061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2061'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 DV2061'CONDITION.  DESCRIPTION IS ADEQUATE.  THE DISTANCES TO THE
 DV2061'REFERENCE MARKS WERE NOT CHECKED.  THE AZIMUTH MARK WAS NOT
 DV2061'SEARCHED FOR.
 DV2061
 DV2061                          STATION RECOVERY (1960)
 DV2061
 DV2061'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2061'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 DV2061'GOOD CONDITION.
 DV2061'
 DV2061'AZIMUTH MARK IS 31 FT N OF CENTERLINE OF SOUTHERN AVE AND 26FT.
 DV2061'E OF EXTENDED CENTERLINE OF S 5TH AVE.  TREE AND FENCE LINE OF
 DV2061'ORIGINAL DESCRIPTION NO LONGER EXIST.  LINE OF SIGHT BETWEEN
 DV2061'AZIMUTH MARK AND STATION IS BLOCKED.
 DV2061
 DV2061                          STATION RECOVERY (1962)
 DV2061
 DV2061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2061'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION
 DV2061'AND STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND TO BE
 DV2061'IN GOOD CONDITION, THE DIRECTION TO R.M. NO. 1 AND R.M. NO. 2
 DV2061'CHECKED AND A SLIGHT DIFFERENCE IN THE DISTANCE WAS FOUND.
 DV2061'THE AZIMUTH MARK WAS NOT RECOVERED.  R.M. NO. 3 WAS ESTABLISHED
 DV2061'AT THIS TIME.
 DV2061'
 DV2061'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DV2061'
 DV2061'TO REACH THE STATION FROM THE INTERSECTION OF VAN BUREN STREET
 DV2061'AND CENTRAL AVENUE IN THE CENTRAL PART OF PHOENIX, GO SOUTH ON
 DV2061'CENTRAL AVENUE FOR 5.05 MILES TO BASE LINE ROAD, TURN RIGHT,
 DV2061'GO WEST ON BASE LINE ROAD FOR 0.4 MILE TO THE STATION ON THE
 DV2061'LEFT.
 DV2061'
 DV2061'STATION IS A STANDARD TRIANGULATION STATION DISK SET IN TOP OF A
 DV2061'CONCRETE POST WHICH IS ABOUT 12 INCHES BELOW THE SURFACE OF
 DV2061'THE GROUND AND IS STAMPED BASELINE EAST 1947.  THE MARK IS 57
 DV2061'FEET SOUTH OF CENTER OF WEST BASE LINE ROAD, 32.5 FEET SOUTH OF
 DV2061'POWER LINE POLE, 28.5 FEET NORTH OF THE NORTH EDGE OF CANAL
 DV2061'AND 3.1 FEET WEST-SOUTHWEST OF WITNESS POST.
 DV2061'
 DV2061'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV2061'HOLE IN THE APPROXIMATE CENTER OF HEADWALL OF SMALL CONCRETE
 DV2061'BRIDGE OVER THE WESTERN CANAL AND IS STAMPED BASELINE NO 1 1947.
 DV2061'THE MARK IS 10 FEET SOUTH OF CENTER OF WEST BASE LINE ROAD.
 DV2061'
 DV2061'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV2061'CONCRETE POST WHICH IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 DV2061'GROUND AND IS STAMPED BASELINE EAST NO 2 1947.  THE MARK IS 69
 DV2061'FEET SOUTH OF WEST BASE LINE ROAD, 48.8 FEET WEST-SOUTHWEST OF
 DV2061'WITNESS POST AND 26 FEET NORTH OF THE NORTH EDGE OF CANAL.
 DV2061'
 DV2061'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 DV2061'IN THE CONCRETE BASE OF A LIGHT POLE AND IS STAMPED BASELINE
 DV2061'EAST NO 3 1947.  THE MARK IS 84 FEET NORTH OF THE NORTH EDGE
 DV2061'OF CANAL, 36 FEET SOUTH OF CENTER OF WEST BASE LINE ROAD AND
 DV2061'19 FEET SOUTHWEST OF POWER POLE.
 DV2061'
 DV2061'DISTANCE FROM R.M. NO. 2 TO R.M. NO. 3 IS 66.16 FEET OR 20.165
 DV2061'METERS.
 DV2061'
 DV2061'NO AZIMUTH MARK SET.
 DV2061'
 DV2061'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
 DV2061
 DV2061                          STATION RECOVERY (1980)
 DV2061
 DV2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 DV2061'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 DV2061'CONDITION.  THE TO REACH IS ADEQUATE.  ADDITIONAL NOTES FOLLOW.
 DV2061'
 DV2061'THE STATION MARK IS 86.5 FEET WEST OF A POWER POLE, 55.0 FEET SOUTH
 DV2061'OF THE CENTERLINE OF WEST BASELINE ROAD, 28.5 FEET SOUTH OF A METAL
 DV2061'SIGN POST, 29.0 FEET NORTH OF THE NORTH EDGE OF A CONCRETE CANAL
 DV2061'LINING AND 18 INCHES BELOW THE SURFACE.  IT IS AT THE NORTH EDGE OF A
 DV2061'SLOPE OF DIRT FILL WHICH SUPPORTS ROAD ALONG THE NORTH SIDE OF CANAL
 DV2061'AND ABOUT 5 FEET LOWER THAN THE SURFACE OF THE ROAD.
 DV2061'
 DV2061'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.  FROM
 DV2061'THE ECC OCCUPATION THE STATION, PHOENIX BASELINE EAST 1947, BEARS
 DV2061'88 DEGREES 15 MINUTES (FROM NORTH) A DISTANCE 17.080 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2095 ***********************************************************************
 DV2095  DESIGNATION -  PHOENIX BASELINE WEST
 DV2095  PID         -  DV2095
 DV2095  STATE/COUNTY-  AZ/MARICOPA
 DV2095  USGS QUAD   -  FOWLER (1982)
 DV2095
 DV2095                         *CURRENT SURVEY CONTROL
 DV2095  ___________________________________________________________________
 DV2095* NAD 83(1992)-  33 22 38.77766(N)    112 09 07.61770(W)     ADJUSTED  
 DV2095* NAVD 88     -       316.2    (meters)    1037.     (feet)  VERTCON   
 DV2095  ___________________________________________________________________
 DV2095  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DV2095  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2095  HORZ ORDER  -  SECOND
 DV2095
 DV2095.The horizontal coordinates were established by classical geodetic methods
 DV2095.and adjusted by the National Geodetic Survey in August 1993.
 DV2095
 DV2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2095
 DV2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2095
 DV2095.The geoid height was determined by GEOID03.
 DV2095
 DV2095;                    North         East     Units Scale Factor Converg.
 DV2095;SPC AZ C     -   263,632.973   191,452.831   MT  0.99990591   -0 07 46.3
 DV2095;SPC AZ C     -   864,937.58    628,126.09   iFT  0.99990591   -0 07 46.3
 DV2095;UTM  12      - 3,693,723.879   392,831.833   MT  0.99974160   -0 38 02.0
 DV2095
 DV2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2095!SPC AZ C     -   0.99995506  x   0.99990591  =   0.99986098
 DV2095!UTM  12      -   0.99995506  x   0.99974160  =   0.99969667
 DV2095
 DV2095:                Primary Azimuth Mark                     Grid Az
 DV2095:SPC AZ C     -  PHOENIX REYNOLDS ALUM CO STK             007 55 42.5
 DV2095:UTM  12      -  PHOENIX REYNOLDS ALUM CO STK             008 25 58.2
 DV2095
 DV2095|---------------------------------------------------------------------|
 DV2095| PID    Reference Object                     Distance      Geod. Az  |
 DV2095|                                                           dddmmss.s |
 DV2095| DV2099 PHOENIX REYNOLDS ALUM CO STK        APPROX. 7.7 KM 0074756.2 |
 DV2095| DV2093 PHOENIX REYNOLDS ALUM CO TANK       APPROX. 7.6 KM 0080114.4 |
 DV2095| DV2062 PHOENIX WESTERN COMPRESS TANK       APPROX. 8.1 KM 0230500.4 |
 DV2095| CH6088 PHOENIX BASELINE WEST RM 1           49.734 METERS 06146     |
 DV2095| CH6087 PHOENIX BASELINE WEST AZ MK                        1011824.9 |
 DV2095| DV2088 SALT                                APPROX. 5.6 KM 1531329.8 |
 DV2095| CH6089 PHOENIX BASELINE WEST RM 2           34.482 METERS 17241     |
 DV2095| DV2097 PHOENIX PUB SER CO TANK             APPROX. 7.3 KM 3575215.9 |
 DV2095| DV2100 POWER PLANT W OF PHOENIX CHIM       APPROX. 7.3 KM 3575305.8 |
 DV2095|---------------------------------------------------------------------|
 DV2095
 DV2095                          SUPERSEDED SURVEY CONTROL
 DV2095
 DV2095  NAD 83(1986)-  33 22 38.77164(N)    112 09 07.62285(W) AD(       ) 2
 DV2095  NAD 27      -  33 22 38.61000(N)    112 09 05.08200(W) AD(       ) 2
 DV2095  NGVD 29 (07/19/86)  315.6    (m)         1035.     (f) VERT ANG    3  
 DV2095
 DV2095.Superseded values are not recommended for survey control.
 DV2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2095.See file dsdata.txt to determine how the superseded data were derived.
 DV2095
 DV2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9283293724(NAD 83)
 DV2095_MARKER: DS = TRIANGULATION STATION DISK
 DV2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2095
 DV2095  HISTORY     - Date     Condition        Report By
 DV2095  HISTORY     - 1947     MONUMENTED       CGS
 DV2095  HISTORY     - 1952     GOOD             AMS
 DV2095  HISTORY     - 1960     GOOD             AMS
 DV2095  HISTORY     - 20090222 MARK NOT FOUND   GEOCAC
 DV2095
 DV2095                          STATION DESCRIPTION
 DV2095
 DV2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2095'THE STATION IS LOCATED 7 MILES AIRLINE SOUTHWEST OF PHOENIX
 DV2095'IN THE SOUTHWEST CORNER OF AN INTERSECTION OF A NORTH-SOUTH
 DV2095'ROAD AND BASELINE ROAD.  THE STATION MARK IS A BRONZE DISK
 DV2095'SET 14 INCHES BELOW GROUND LEVEL, 60 FEET SOUTHWEST OF A T ROAD
 DV2095'INTERSECTION, 25 FEET SOUTH OF A FENCE LINE AND 14 FEET WEST
 DV2095'OF A WHITE WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE
 DV2095'STAMPED, BASELINE WEST 1947.
 DV2095'
 DV2095'REFERENCE MARK NO. 1 IS A BRONZE DISK SET 21 FEET NORTH OF THE
 DV2095'CENTER LINE OF BASELINE ROAD, 1 FOOT SOUTH OF A FENCE LINE,
 DV2095'PROJECTS 2 INCHES, IS 3 FEET HIGHER THAN THE STATION MARK
 DV2095'AND IS STAMPED, BASELINE WEST NO 1 1947.
 DV2095'
 DV2095'REFERENCE MARK NO. 2 IS A BRONZE DISK SET 22 FEET WEST OF
 DV2095'CENTER LINE OF ROAD, 1 FOOT WEST OF A FENCELINE, PROJECTS
 DV2095'4 INCHES AND IS STAMPED, BASELINE WEST NO 2 1947.
 DV2095'
 DV2095'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH, 30 FEET WEST
 DV2095'OF CENTER LINE OF ROAD, 28 FEET SOUTH OF A LONE COTTONWOOD
 DV2095'TREE AND 1 FOOT EAST OF A FENCELINE.  TO REACH THE MARK FROM
 DV2095'STATION.  GO EAST ON BASELINE ROAD 1.0 MILE TO A ROAD RIGHT.
 DV2095'TURN RIGHT GO 0.3 MILE TO MARK ON RIGHT.
 DV2095'
 DV2095'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CENTRAL
 DV2095'AVENUE AND BASELINE ROAD SOUTH OF PHOENIX.  GO WEST ON BASELINE
 DV2095'ROAD 4.6 MILES TO A ROAD LEFT AND STATION.
 DV2095
 DV2095                          STATION RECOVERY (1952)
 DV2095
 DV2095'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 DV2095'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 DV2095'AZIMUTH MARK WAS NOT RECOVERED AFTER A BRIEF SEARCH.
 DV2095'
 DV2095'THE VIEW FROM TRIPOD HEIGHT IS CLEAR TO THE FOLLOWING
 DV2095'STATIONS--SALT, POWER PLANT WEST OF PHOENIX TANK AND CHIMNEY.
 DV2095
 DV2095                          STATION RECOVERY (1960)
 DV2095
 DV2095'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2095'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 DV2095'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DV2095'
 DV2095'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 DV2095
 DV2095                          STATION RECOVERY (2009)
 DV2095
 DV2095'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DV2095'NOT FOUND. DESTRUCTION SEEMS LIKELY, EVEN OF THE UNDERGROUND
 DV2095'MARK.  THE INTERSECTION OF BASELINE ROAD AND  SOUTH 43RD AVENUE
 DV2095'HAS BEEN EXTENSIVELY REBUILT. THE EASTBOUND LANES OF BASELINE
 DV2095'WERE ADDED SOUTH OF THE NOW WESTBOUND LANES. FURTHERMORE,
 DV2095'SOUTH 43RD AVENUE ENTERED BASELINE ON THE NORTH SIDE ABOUT 300
 DV2095'FEET EAST OF ITS JUNCTION ON THE SOUTH SIDE.  THAT JOG HAS BEEN
 DV2095'SMOOTHED OUT ON THE SOUTH SIDE. THE ATTENDANT EARTH-MOVING
 DV2095'OPERATIONS APPEAR TO HAVE REMOVED THE STATION AND BOTH REFERENCE
 DV2095'MARKS.  A CAREFUL SEARCH FOR THE AZIMUTH MARK AT SOUTH 35TH AVENUE
 DV2095'LEFT THE STRONG IMPRESSION THAT ROAD WIDENING AND LANDSCAPING
 DV2095'HAVE ALSO OBLITERATED IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2096 ***********************************************************************
 DV2096  DESIGNATION -  PHOENIX BUR RECLAMATION TANK
 DV2096  PID         -  DV2096
 DV2096  STATE/COUNTY-  AZ/MARICOPA
 DV2096  USGS QUAD   -  FOWLER (1982)
 DV2096
 DV2096                         *CURRENT SURVEY CONTROL
 DV2096  ___________________________________________________________________
 DV2096* NAD 83(1992)-  33 26 32.54843(N)    112 09 01.33052(W)     ADJUSTED  
 DV2096* NAVD 88     -              **(meters)            **(feet)            
 DV2096  ___________________________________________________________________
 DV2096  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 DV2096  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV2096  HORZ ORDER  -  THIRD
 DV2096
 DV2096.The horizontal coordinates were established by classical geodetic methods
 DV2096.and adjusted by the National Geodetic Survey in August 1993.
 DV2096
 DV2096
 DV2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2096
 DV2096.The geoid height was determined by GEOID03.
 DV2096
 DV2096;                    North         East     Units Scale Factor Converg.
 DV2096;SPC AZ C     -   270,834.113   191,631.501   MT  0.99990582   -0 07 43.7
 DV2096;SPC AZ C     -   888,563.36    628,712.27   iFT  0.99990582   -0 07 43.7
 DV2096;UTM  12      - 3,700,921.980   393,073.901   MT  0.99974096   -0 38 02.5
 DV2096
 DV2096                          SUPERSEDED SURVEY CONTROL
 DV2096
 DV2096  NAD 83(1986)-  33 26 32.54238(N)    112 09 01.33637(W) AD(       ) 4
 DV2096  NAD 27      -  33 26 32.38500(N)    112 08 58.79300(W) AD(       ) 3
 DV2096
 DV2096.Superseded values are not recommended for survey control.
 DV2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2096.See file dsdata.txt to determine how the superseded data were derived.
 DV2096
 DV2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9307400922(NAD 83)
 DV2096_MARKER: 51 = TANK
 DV2096
 DV2096  HISTORY     - Date     Condition        Report By
 DV2096  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2096  HISTORY     - 1963     GOOD             CGS
 DV2096  HISTORY     - 20060918 MARK NOT FOUND   GEOCAC
 DV2096
 DV2096                          STATION DESCRIPTION
 DV2096
 DV2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2096'STATION IS LOCATED IN THE SOUTHWEST PART OF PHOENIX, 0.3 MILE
 DV2096'NORTH OF WEST BUCKEYE ROAD (U.S. 80) AND 0.1 MILE EAST OF
 DV2096'43RD AVENUE.
 DV2096'
 DV2096'STATION HAS 4 LEGS IS PAINTED SILVER AND IS APPROXIMATELY
 DV2096'125 FEET HIGH.
 DV2096'
 DV2096'POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DV2096
 DV2096                          STATION RECOVERY (1963)
 DV2096
 DV2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2096'STATION WAS RECOVERED AS DESCRIBED.
 DV2096
 DV2096                          STATION RECOVERY (2006)
 DV2096
 DV2096'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2096'NO TANK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1992 ***********************************************************************
 DV1992  DESIGNATION -  PHOENIX CBL 0
 DV1992  PID         -  DV1992
 DV1992  STATE/COUNTY-  AZ/MARICOPA
 DV1992  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1992
 DV1992                         *CURRENT SURVEY CONTROL
 DV1992  ___________________________________________________________________
 DV1992* NAD 83(1992)-  33 47 04.12092(N)    112 07 58.42155(W)     ADJUSTED  
 DV1992* NAVD 88     -       498.9    (meters)    1637.     (feet)  VERTCON   
 DV1992  ___________________________________________________________________
 DV1992  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DV1992  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DV1992  HORZ ORDER  -  SECOND
 DV1992
 DV1992.The horizontal coordinates were established by classical geodetic methods
 DV1992.and adjusted by the National Geodetic Survey in August 1993.
 DV1992
 DV1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1992
 DV1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1992
 DV1992.The geoid height was determined by GEOID03.
 DV1992
 DV1992;                    North         East     Units Scale Factor Converg.
 DV1992;SPC AZ C     -   308,771.460   193,335.479   MT  0.99990494   -0 07 12.9
 DV1992;SPC AZ C     - 1,013,029.72    634,302.75   iFT  0.99990494   -0 07 12.9
 DV1992;UTM  12      - 3,738,836.409   395,113.507   MT  0.99973562   -0 37 48.1
 DV1992
 DV1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1992!SPC AZ C     -   0.99992628  x   0.99990494  =   0.99983123
 DV1992!UTM  12      -   0.99992628  x   0.99973562  =   0.99966192
 DV1992
 DV1992|---------------------------------------------------------------------|
 DV1992| PID    Reference Object                     Distance      Geod. Az  |
 DV1992|                                                           dddmmss.s |
 DV1992| AH5509 PHOENIX CBL 0 RM 1                   20.120 METERS 21501     |
 DV1992| AH5510 PHOENIX CBL 0 RM 2                   20.114 METERS 30500     |
 DV1992| DV1993 RIFLE                               APPROX. 1.6 KM 3494456.8 |
 DV1992|---------------------------------------------------------------------|
 DV1992
 DV1992                          SUPERSEDED SURVEY CONTROL
 DV1992
 DV1992  NAD 83(1986)-  33 47 04.11572(N)    112 07 58.42551(W) AD(       ) 2
 DV1992  NAD 27      -  33 47 03.98194(N)    112 07 55.86981(W) AD(       ) 2
 DV1992  NGVD 29 (07/19/86)  498.3    (m)         1635.     (f) VERT ANG    3  
 DV1992
 DV1992.Superseded values are not recommended for survey control.
 DV1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1992.See file dsdata.txt to determine how the superseded data were derived.
 DV1992
 DV1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9511438836(NAD 83)
 DV1992_MARKER: DH = HORIZONTAL CONTROL DISK
 DV1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1992_STAMPING: A 1975
 DV1992_MARK LOGO: NGS   
 DV1992_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1992+STABILITY: SURFACE MOTION
 DV1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1992+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 DV1992
 DV1992  HISTORY     - Date     Condition        Report By
 DV1992  HISTORY     - 1975     MONUMENTED       NGS
 DV1992  HISTORY     - 1978     GOOD             AZDT
 DV1992  HISTORY     - 20040701 GOOD             USPSQD
 DV1992  HISTORY     - 20060727 GOOD             USPSQD
 DV1992
 DV1992                          STATION DESCRIPTION
 DV1992
 DV1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LPB)
 DV1992'THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF PHOENIX, AND
 DV1992'LIES ALONG THE WEST SIDE OF AND IS APPROXIMATELY PARALLEL WITH
 DV1992'INTERSTATE HIGHWAY 17.
 DV1992' 
 DV1992'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 DV1992'NORTH END.  IT CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS WITH
 DV1992'A 100-FOOT TAPE CALIBRATION STATION IN LINE WITH AND SOUTH OF THE
 DV1992'0-METER POINT.
 DV1992' 
 DV1992'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 DV1992'17 AND STATE HIGHWAY 74, GO SOUTH ON INTERSTATE 17 FOR 1.6 KM (1.0 MI)
 DV1992'TO THE 0-METER POINT ON THE RIGHT.  TO REACH THE 150, 800 AND
 DV1992'1400-METER POINTS, CONTINUE SOUTHERLY ON INTERSTATE 17 FOR 0.15 KM
 DV1992'(0.09 MI), 0.8 KM (0.5 MI) AND 1.4 KM (0.87 MI) RESPECTIVELY FROM THE
 DV1992'0-METER POINT.
 DV1992' 
 DV1992'THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--A
 DV1992'1975--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST
 DV1992'PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 15.6 M
 DV1992'(51.2 FT) EAST OF A BARBED WIRE FENCE, 15.5 M (50.9 FT) WEST OF THE
 DV1992'CENTERLINE OF INTERSTATE 17 SOUTHBOUND LANES, 8.8 M (28.9 FT) WEST OF
 DV1992'THE WEST EDGE OF THE HIGHWAY PAVEMENT, AND 0.4 M (1.3 FT) WEST OF A
 DV1992'WITNESS POST.
 DV1992' 
 DV1992'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBLING OVER ALL POINTS.
 DV1992'SINCE THIS BASE LINE BORDERS AN INTERSTATE HIGHWAY, SAFETY PRECAUTIONS
 DV1992'SHOULD BE OBSERVED.  ELEVATIONS ARE FOR CBL USE ONLY.
 DV1992' 
 DV1992'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CITY OF PHOENIX
 DV1992'AND THE CENTRAL CHAPTER OF THE ARIZONA PROFESSIONAL LAND SURVEYORS
 DV1992'ASSOCIATION. FOR MORE INFORMATION CONTACT MR. PAT CHURCH, ARIZONA
 DV1992'DEPARTMENT OF TRANSPORTATION, 1739 WEST JACKSON, PHOENIX, ARIZONA
 DV1992'85007.  TELEPHONE (602) 255-8566.  OR CONTACT MR. MIKE MILLER,
 DV1992'DEPARTMENT OF STREET TRANSPORTATION, CITY OF PHOENIX, 1034 EAST
 DV1992'MADISON, PHOENIX, ARIZONA 85034. TELEPHONE (602) 495-2052.
 DV1992
 DV1992                          STATION RECOVERY (1978)
 DV1992
 DV1992'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1992'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF PHOENIX ALONG
 DV1992'THE WEST SIDE OF INTERSTATE HWY. 17.
 DV1992'
 DV1992'THE STATION IS A STANDARD N.G.S. TRIANGULATION STATION DISK,
 DV1992'STAMPED A 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DV1992'PROJECTING ABOUT 5 INCHES.  THE STATION IS 173 FEET NORTHWEST
 DV1992'OF MILE POST 223, 51 FEET EAST OF R/W FENCE, 50.8 FEET WEST OF
 DV1992'CENTERLINE OF SOUTHBOUND LANE OF I-17 AND 1.3 FEET WEST OF A
 DV1992'METAL WITNESS POST.
 DV1992'
 DV1992'REFERENCE MARK 1 IS A STANDARD N.G.S. DISK SET IN A ROUND
 DV1992'CONCRETE MONUMENT STAMPED A NO 1 1975.
 DV1992'
 DV1992'REFERENCE MARK 2 IS A STANDARD N.G.S. DISK STAMPED A NO 2 1975
 DV1992'SET IN TOP OF A ROUND CONCRETE MONUMENT.
 DV1992'
 DV1992'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 74 AND
 DV1992'I-17 (CAREFREE INTERCHANGE), 11 MILES NORTH OF PHOENIX, GO
 DV1992'SOUTH ON I-17 FOR 1.0 MILES TO THE STATION ON THE RIGHT.  THIS
 DV1992'STATION IS THE NORTHERN MOST STATION OF THE PHOENIX CALIBRATED
 DV1992'BASELINE ESTABLISHED BY NGS IN 1975.
 DV1992'
 DV1992'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1992
 DV1992                          STATION RECOVERY (2004)
 DV1992
 DV1992'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1992'RECOVERED AS DESCRIBED.
 DV1992
 DV1992                          STATION RECOVERY (2006)
 DV1992
 DV1992'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DV1992'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1991 ***********************************************************************
 DV1991  DESIGNATION -  PHOENIX CBL 1400
 DV1991  PID         -  DV1991
 DV1991  STATE/COUNTY-  AZ/MARICOPA
 DV1991  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1991
 DV1991                         *CURRENT SURVEY CONTROL
 DV1991  ___________________________________________________________________
 DV1991* NAD 83(1992)-  33 46 19.37711(N)    112 07 48.98570(W)     ADJUSTED  
 DV1991* NAVD 88     -       487.6    (meters)    1600.     (feet)  VERTCON   
 DV1991  ___________________________________________________________________
 DV1991  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DV1991  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DV1991  HORZ ORDER  -  SECOND
 DV1991
 DV1991.The horizontal coordinates were established by classical geodetic methods
 DV1991.and adjusted by the National Geodetic Survey in August 1993.
 DV1991
 DV1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1991
 DV1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1991
 DV1991.The geoid height was determined by GEOID03.
 DV1991
 DV1991;                    North         East     Units Scale Factor Converg.
 DV1991;SPC AZ C     -   307,392.502   193,575.355   MT  0.99990482   -0 07 07.5
 DV1991;SPC AZ C     - 1,008,505.58    635,089.75   iFT  0.99990482   -0 07 07.5
 DV1991;UTM  12      - 3,737,455.605   395,341.067   MT  0.99973503   -0 37 42.1
 DV1991
 DV1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1991!SPC AZ C     -   0.99992806  x   0.99990482  =   0.99983289
 DV1991!UTM  12      -   0.99992806  x   0.99973503  =   0.99966311
 DV1991
 DV1991:                Primary Azimuth Mark                     Grid Az
 DV1991:SPC AZ C     -  MUNSON                                   171 41 09.3
 DV1991:UTM  12      -  MUNSON                                   172 11 43.9
 DV1991
 DV1991|---------------------------------------------------------------------|
 DV1991| PID    Reference Object                     Distance      Geod. Az  |
 DV1991|                                                           dddmmss.s |
 DV1991| DV0132 MUNSON                              APPROX. 0.5 KM 1713401.8 |
 DV1991| AH5511 PHOENIX CBL 1400 RM 1                20.116 METERS 21501     |
 DV1991| AH5512 PHOENIX CBL 1400 RM 2                20.111 METERS 30501     |
 DV1991| DV1992 PHOENIX CBL 0                       APPROX. 1.4 KM 3500047.3 |
 DV1991|---------------------------------------------------------------------|
 DV1991
 DV1991                          SUPERSEDED SURVEY CONTROL
 DV1991
 DV1991  NAD 83(1986)-  33 46 19.37192(N)    112 07 48.98966(W) AD(       ) 2
 DV1991  NAD 27      -  33 46 19.23833(N)    112 07 46.43456(W) AD(       ) 2
 DV1991  NGVD 29 (07/19/86)  487.0    (m)         1598.     (f) VERT ANG    3  
 DV1991
 DV1991.Superseded values are not recommended for survey control.
 DV1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1991.See file dsdata.txt to determine how the superseded data were derived.
 DV1991
 DV1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9534137456(NAD 83)
 DV1991_MARKER: DH = HORIZONTAL CONTROL DISK
 DV1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1991_STAMPING: D 1975
 DV1991_MARK LOGO: NGS   
 DV1991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1991+STABILITY: SURFACE MOTION
 DV1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1991+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 DV1991
 DV1991  HISTORY     - Date     Condition        Report By
 DV1991  HISTORY     - 1975     MONUMENTED       NGS
 DV1991  HISTORY     - 1978     GOOD             AZDT
 DV1991  HISTORY     - 20031130 GOOD             NGS
 DV1991  HISTORY     - 20060727 GOOD             USPSQD
 DV1991
 DV1991                          STATION DESCRIPTION
 DV1991
 DV1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LPB)
 DV1991'THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF PHOENIX, AND
 DV1991'LIES ALONG THE WEST SIDE OF AND IS APPROXIMATELY PARALLEL WITH
 DV1991'INTERSTATE HIGHWAY 17.
 DV1991' 
 DV1991'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 DV1991'NORTH END.  IT CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS WITH
 DV1991'A 100-FOOT TAPE CALIBRATION STATION IN LINE WITH AND SOUTH OF THE
 DV1991'0-METER POINT.
 DV1991' 
 DV1991'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 DV1991'17 AND STATE HIGHWAY 74, GO SOUTH ON INTERSTATE 17 FOR 1.6 KM (1.0 MI)
 DV1991'TO THE 0-METER POINT ON THE RIGHT.  TO REACH THE 150, 800 AND
 DV1991'1400-METER POINTS, CONTINUE SOUTHERLY ON INTERSTATE 17 FOR 0.15 KM
 DV1991'(0.09 MI), 0.8 KM (0.5 MI) AND 1.4 KM (0.87 MI) RESPECTIVELY FROM THE
 DV1991'0-METER POINT.
 DV1991' 
 DV1991'THE 1400-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK
 DV1991'STAMPED, D 1975, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE
 DV1991'POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS
 DV1991'16.0 M (52.5 FT) WEST OF THE CENTERLINE OF INTERSTATE 17 SOUTHBOUND
 DV1991'LANES, 15.1 M (49.5 FT) EAST OF A BARBED WIRE FENCE, 9.3 M (30.5 FT)
 DV1991'WEST OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, AND 0.8 M (2.6 FT) WEST
 DV1991'OF A WITNESS POST.
 DV1991' 
 DV1991'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBLING OVER ALL POINTS.
 DV1991'SINCE THIS BASE LINE BORDERS AN INTERSTATE HIGHWAY, SAFETY PRECAUTIONS
 DV1991'SHOULD BE OBSERVED.  ELEVATIONS ARE FOR CBL USE ONLY.
 DV1991' 
 DV1991'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CITY OF PHOENIX
 DV1991'AND THE CENTRAL CHAPTER OF THE ARIZONA PROFESSIONAL LAND SURVEYORS
 DV1991'ASSOCIATION. FOR MORE INFORMATION CONTACT MR. PAT CHURCH, ARIZONA
 DV1991'DEPARTMENT OF TRANSPORTATION, 1739 WEST JACKSON, PHOENIX, ARIZONA
 DV1991'85007.  TELEPHONE (602) 255-8566.  OR CONTACT MR. MIKE MILLER,
 DV1991'DEPARTMENT OF STREET TRANSPORTATION, CITY OF PHOENIX, 1034 EAST
 DV1991'MADISON, PHOENIX, ARIZONA 85034. TELEPHONE (602) 495-2052.
 DV1991
 DV1991                          STATION RECOVERY (1978)
 DV1991
 DV1991'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1991'THE STATION IS LOCATED ABOUT 9.75 MILES NORTH OF PHOENIX ALONG
 DV1991'THE WEST SIDE OF INTERSTATE HWY. 17.
 DV1991'
 DV1991'THE STATION IS A STANDARD NGS TRIANGULATION STATION DISK,
 DV1991'STAMPED D 1975 AND IS SET IN A ROUND CONCRETE MONUMENT PROJECTING
 DV1991'ABOUT 5 INCHES.  THE STATION IS ABOUT 50 FEET WEST OF SOUTH
 DV1991'BOUND LANE I-17 AND MARKED WITH A METAL WITNESS POST.
 DV1991'
 DV1991'REFERENCE MARK 1 IS A STANDARD NGS DISK STAMPED D NO 1 1975
 DV1991'AND IS SET IN A ROUND CONCRETE MONUMENT.
 DV1991'
 DV1991'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED D NO 2 1975
 DV1991'AND IS SET IN A ROUND CONCRETE MONUMENT.
 DV1991'
 DV1991'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 74 AND
 DV1991'I-17 (CAREFREE INTERCHANGE), 11 MILES NORTH OF PHOENIX, GO SOUTH
 DV1991'ON I-17 TO MILE POST 222.15 AND THE STATION IN THE RIGHT (WEST)
 DV1991'R/W.  THIS STATION IS THE SOUTHERN MOST STATION OF THE PHOENIX
 DV1991'CALIBRATED BASELINE ESTABLISHED BY N.G.S. IN 1975.
 DV1991'
 DV1991'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1991
 DV1991                          STATION RECOVERY (2003)
 DV1991
 DV1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DV1991'RECOVERED IN GOOD CONDITION.
 DV1991
 DV1991                          STATION RECOVERY (2006)
 DV1991
 DV1991'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DV1991'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2185 ***********************************************************************
 DU2185  DESIGNATION -  PHOENIX CUDAHY PACKING CO TANK
 DU2185  PID         -  DU2185
 DU2185  STATE/COUNTY-  AZ/MARICOPA
 DU2185  USGS QUAD   -  TEMPE (1982)
 DU2185
 DU2185                         *CURRENT SURVEY CONTROL
 DU2185  ___________________________________________________________________
 DU2185* NAD 83(1992)-  33 26 59.92110(N)    111 58 54.41394(W)     ADJUSTED  
 DU2185* NAVD 88     -              **(meters)            **(feet)            
 DU2185  ___________________________________________________________________
 DU2185  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DU2185  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2185  HORZ ORDER  -  THIRD
 DU2185
 DU2185.The horizontal coordinates were established by classical geodetic methods
 DU2185.and adjusted by the National Geodetic Survey in August 1993.
 DU2185
 DU2185
 DU2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2185
 DU2185.The geoid height was determined by GEOID03.
 DU2185
 DU2185;                    North         East     Units Scale Factor Converg.
 DU2185;SPC AZ C     -   271,654.828   207,306.477   MT  0.99990045   -0 02 09.2
 DU2185;SPC AZ C     -   891,256.00    680,139.36   iFT  0.99990045   -0 02 09.2
 DU2185;UTM  12      - 3,701,604.309   408,752.661   MT  0.99970265   -0 32 28.3
 DU2185
 DU2185                          SUPERSEDED SURVEY CONTROL
 DU2185
 DU2185  NAD 83(1986)-  33 26 59.91521(N)    111 58 54.41923(W) AD(       ) 4
 DU2185  NAD 27      -  33 26 59.75500(N)    111 58 51.89000(W) AD(       ) 3
 DU2185
 DU2185.Superseded values are not recommended for survey control.
 DU2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2185.See file dsdata.txt to determine how the superseded data were derived.
 DU2185
 DU2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0875301604(NAD 83)
 DU2185_MARKER: 53 = ELEVATED TANK
 DU2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2185+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 DU2185
 DU2185  HISTORY     - Date     Condition        Report By
 DU2185  HISTORY     - 1963     FIRST OBSERVED   CGS
 DU2185  HISTORY     - 1967     GOOD             CGS
 DU2185  HISTORY     - 20040331 GOOD             USPSQD
 DU2185  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU2185
 DU2185                          STATION DESCRIPTION
 DU2185
 DU2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2185'THE STATION IS LOCATED IN THE EASTERN SECTION OF PHOENIX,
 DU2185'ABOUT 0.2 MILE WEST OF 48 TH. STREET AND ABOUT 100 YARDS
 DU2185'NORTH OF EAST WASHINGTON STREET AT THE CUDAHY PACKING COMPANY
 DU2185'PLANT.
 DU2185'
 DU2185'IT IS A STEEL STRUCTURE SUPPORTED BY FOUR LEGS, PAINTED SILVER
 DU2185'AND APPROXIMATELY 125 FEET HIGH.
 DU2185'
 DU2185'THE POINT INTERSECTED WAS THE BALL ON TOP.
 DU2185
 DU2185                          STATION RECOVERY (1967)
 DU2185
 DU2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DU2185'THIS STATION WAS RECOVERED AS DESCRIBED.  THE TANK HAS A LARGE
 DU2185'RED SQUARE PAINTED ON THE EAST AND THE WEST SIDES WITH CUDAHY
 DU2185'IN LARGE WHITE LETTERS AND BAR S PAINTED IN BLACK.
 DU2185
 DU2185                          STATION RECOVERY (2004)
 DU2185
 DU2185'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 DU2185'MARK HAS BEEN FOUND BUT THE LOCATION IS DIFFERENT AS IS NOW ON A NEW
 DU2185'SIDEWALK, AT THE UNDERPASS OF THE FREEWAY 143 UNDERPASS. IT IS
 DU2185'REGISTERED AS ADOT. IT IS FAIRLY NEW. CLOSE TO THE CURB.
 DU2185
 DU2185                          STATION RECOVERY (2008)
 DU2185
 DU2185'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2185'DESTROYED. THERE IS NO ELEVATED TANK AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2071 ***********************************************************************
 DV2071  DESIGNATION -  PHOENIX EAST RADIO TOWER
 DV2071  PID         -  DV2071
 DV2071  STATE/COUNTY-  AZ/MARICOPA
 DV2071  USGS QUAD   -  PHOENIX (1982)
 DV2071
 DV2071                         *CURRENT SURVEY CONTROL
 DV2071  ___________________________________________________________________
 DV2071* NAD 83(1992)-  33 26 56.82881(N)    112 04 25.22828(W)     ADJUSTED  
 DV2071* NAVD 88     -              **(meters)            **(feet)            
 DV2071  ___________________________________________________________________
 DV2071  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 DV2071  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV2071  HORZ ORDER  -  THIRD
 DV2071
 DV2071.The horizontal coordinates were established by classical geodetic methods
 DV2071.and adjusted by the National Geodetic Survey in August 1993.
 DV2071
 DV2071
 DV2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2071
 DV2071.The geoid height was determined by GEOID03.
 DV2071
 DV2071;                    North         East     Units Scale Factor Converg.
 DV2071;SPC AZ C     -   271,568.695   198,763.354   MT  0.99990263   -0 05 11.6
 DV2071;SPC AZ C     -   890,973.41    652,110.74   iFT  0.99990263   -0 05 11.6
 DV2071;UTM  12      - 3,701,593.525   400,210.724   MT  0.99972277   -0 35 30.7
 DV2071
 DV2071                          SUPERSEDED SURVEY CONTROL
 DV2071
 DV2071  NAD 83(1986)-  33 26 56.82217(N)    112 04 25.23337(W) AD(       ) 4
 DV2071  NAD 27      -  33 26 56.65000(N)    112 04 22.69000(W) AD(       ) 3
 DV2071
 DV2071.Superseded values are not recommended for survey control.
 DV2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2071.See file dsdata.txt to determine how the superseded data were derived.
 DV2071
 DV2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0021101594(NAD 83)
 DV2071_MARKER: 43 = RADIO/TV TOWER
 DV2071
 DV2071  HISTORY     - Date     Condition        Report By
 DV2071  HISTORY     - 1934     FIRST OBSERVED   CGS
 DV2071  HISTORY     - 1953     GOOD             CGS
 DV2071
 DV2071                          STATION DESCRIPTION
 DV2071
 DV2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2071'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DV2071'
 DV2071'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0322 ***********************************************************************
 CF0322  DESIGNATION -  PHOENIX EL PASO AWY BCN 24
 CF0322  PID         -  CF0322
 CF0322  STATE/COUNTY-  AZ/COCHISE
 CF0322  USGS QUAD   -  APACHE (1987)
 CF0322
 CF0322                         *CURRENT SURVEY CONTROL
 CF0322  ___________________________________________________________________
 CF0322* NAD 83(1992)-  31 40 23.62206(N)    109 09 59.82844(W)     ADJUSTED  
 CF0322* NAVD 88     -              **(meters)            **(feet)            
 CF0322  ___________________________________________________________________
 CF0322  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CF0322  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0322  HORZ ORDER  -  THIRD
 CF0322
 CF0322.The horizontal coordinates were established by classical geodetic methods
 CF0322.and adjusted by the National Geodetic Survey in August 1993.
 CF0322
 CF0322
 CF0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0322
 CF0322.The geoid height was determined by GEOID03.
 CF0322
 CF0322;                    North         East     Units Scale Factor Converg.
 CF0322;SPC AZ E     -    75,071.457   308,183.943   MT  1.00001086   +0 31 30.5
 CF0322;SPC AZ E     -   246,297.43  1,011,102.18   iFT  1.00001086   +0 31 30.5
 CF0322;SPC NM W     -    75,410.616   703,574.256   MT  1.00011373   -0 42 00.6
 CF0322;SPC NM W     -   247,409.66  2,308,309.87   sFT  1.00011373   -0 42 00.6
 CF0322;UTM  12      - 3,505,676.799   673,797.391   MT  0.99997255   +0 57 46.4
 CF0322
 CF0322                          SUPERSEDED SURVEY CONTROL
 CF0322
 CF0322  NAD 83(1986)-  31 40 23.62766(N)    109 09 59.82048(W) AD(       ) 4
 CF0322  NAD 27      -  31 40 23.28000(N)    109 09 57.60000(W) AD(       ) 3
 CF0322
 CF0322.Superseded values are not recommended for survey control.
 CF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0322.See file dsdata.txt to determine how the superseded data were derived.
 CF0322
 CF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7379705677(NAD 83)
 CF0322_MARKER: 22 = AIRWAY BEACON
 CF0322
 CF0322  HISTORY     - Date     Condition        Report By
 CF0322  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0322
 CF0322                          STATION DESCRIPTION
 CF0322
 CF0322'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0325 ***********************************************************************
 CF0325  DESIGNATION -  PHOENIX EL PASO AWY BCN T 5
 CF0325  PID         -  CF0325
 CF0325  STATE/COUNTY-  AZ/COCHISE
 CF0325  USGS QUAD   -  RUSTLER PARK (1978)
 CF0325
 CF0325                         *CURRENT SURVEY CONTROL
 CF0325  ___________________________________________________________________
 CF0325* NAD 83(1992)-  31 59 28.64277(N)    109 18 02.62688(W)     ADJUSTED  
 CF0325* NAVD 88     -      2225.1    (meters)    7300.     (feet)  VERTCON   
 CF0325  ___________________________________________________________________
 CF0325  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CF0325  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CF0325  HORZ ORDER  -  THIRD
 CF0325
 CF0325.The horizontal coordinates were established by classical geodetic methods
 CF0325.and adjusted by the National Geodetic Survey in August 1993.
 CF0325
 CF0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0325
 CF0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0325
 CF0325.The geoid height was determined by GEOID03.
 CF0325
 CF0325;                    North         East     Units Scale Factor Converg.
 CF0325;SPC AZ E     -   110,228.862   295,186.034   MT  0.99998255   +0 27 31.6
 CF0325;SPC AZ E     -   361,643.25    968,458.12   iFT  0.99998255   +0 27 31.6
 CF0325;UTM  12      - 3,540,731.611   660,530.738   MT  0.99991782   +0 54 01.6
 CF0325
 CF0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0325!SPC AZ E     -   0.99965483  x   0.99998255  =   0.99963739
 CF0325!UTM  12      -   0.99965483  x   0.99991782  =   0.99957268
 CF0325
 CF0325                          SUPERSEDED SURVEY CONTROL
 CF0325
 CF0325  NAD 83(1986)-  31 59 28.65176(N)    109 18 02.64805(W) AD(       ) 4
 CF0325  NAD 27      -  31 59 28.33300(N)    109 18 00.42800(W) AD(       ) 3
 CF0325  NGVD 29 (02/25/92) 2224.1    (m)         7297.     (f) VERT ANG    3  
 CF0325
 CF0325.Superseded values are not recommended for survey control.
 CF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0325.See file dsdata.txt to determine how the superseded data were derived.
 CF0325
 CF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6053140732(NAD 83)
 CF0325_MARKER: 22 = AIRWAY BEACON
 CF0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0325+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 CF0325
 CF0325  HISTORY     - Date     Condition        Report By
 CF0325  HISTORY     - 1945     FIRST OBSERVED   CGS
 CF0325  HISTORY     - 20030426 GOOD             NGS
 CF0325
 CF0325                          STATION DESCRIPTION
 CF0325
 CF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CF0325'STATION SEEN IN DISTANCE FROM SUGARLOAF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0350 ***********************************************************************
 CF0350  DESIGNATION -  PHOENIX EL PASO AWY BCN 19
 CF0350  PID         -  CF0350
 CF0350  STATE/COUNTY-  AZ/COCHISE
 CF0350  USGS QUAD   -  DOUBLE ADOBE (1976)
 CF0350
 CF0350                         *CURRENT SURVEY CONTROL
 CF0350  ___________________________________________________________________
 CF0350* NAD 83(1992)-  31 29 20.72157(N)    109 41 56.67089(W)     ADJUSTED  
 CF0350* NAVD 88     -              **(meters)            **(feet)            
 CF0350  ___________________________________________________________________
 CF0350  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CF0350  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CF0350  HORZ ORDER  -  THIRD
 CF0350
 CF0350.The horizontal coordinates were established by classical geodetic methods
 CF0350.and adjusted by the National Geodetic Survey in August 1993.
 CF0350
 CF0350
 CF0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0350
 CF0350.The geoid height was determined by GEOID03.
 CF0350
 CF0350;                    North         East     Units Scale Factor Converg.
 CF0350;SPC AZ E     -    54,316.395   257,783.211   MT  0.99992433   +0 14 39.3
 CF0350;SPC AZ E     -   178,203.40    845,745.44   iFT  0.99992433   +0 14 39.3
 CF0350;UTM  12      - 3,484,540.160   623,560.640   MT  0.99978830   +0 40 46.6
 CF0350
 CF0350                          SUPERSEDED SURVEY CONTROL
 CF0350
 CF0350  NAD 83(1986)-  31 29 20.71803(N)    109 41 56.66042(W) AD(       ) 4
 CF0350  NAD 27      -  31 29 20.36000(N)    109 41 54.40600(W) AD(       ) 3
 CF0350
 CF0350.Superseded values are not recommended for survey control.
 CF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0350.See file dsdata.txt to determine how the superseded data were derived.
 CF0350
 CF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2356184540(NAD 83)
 CF0350_MARKER: 22 = AIRWAY BEACON
 CF0350
 CF0350  HISTORY     - Date     Condition        Report By
 CF0350  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0350  HISTORY     - 1944     GOOD             CGS
 CF0350
 CF0350                          STATION DESCRIPTION
 CF0350
 CF0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0350'BEACON STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0362 ***********************************************************************
 CF0362  DESIGNATION -  PHOENIX EL PASO AWY BCN 17
 CF0362  PID         -  CF0362
 CF0362  STATE/COUNTY-  AZ/COCHISE
 CF0362  USGS QUAD   -  HAY MOUNTAIN (1976)
 CF0362
 CF0362                         *CURRENT SURVEY CONTROL
 CF0362  ___________________________________________________________________
 CF0362* NAD 83(1992)-  31 39 13.48004(N)    109 53 07.33234(W)     ADJUSTED  
 CF0362* NAVD 88     -              **(meters)            **(feet)            
 CF0362  ___________________________________________________________________
 CF0362  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CF0362  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CF0362  HORZ ORDER  -  THIRD
 CF0362
 CF0362.The horizontal coordinates were established by classical geodetic methods
 CF0362.and adjusted by the National Geodetic Survey in August 1993.
 CF0362
 CF0362
 CF0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0362
 CF0362.The geoid height was determined by GEOID03.
 CF0362
 CF0362;                    North         East     Units Scale Factor Converg.
 CF0362;SPC AZ E     -    72,511.103   240,037.382   MT  0.99990877   +0 08 51.4
 CF0362;SPC AZ E     -   237,897.32    787,524.22   iFT  0.99990877   +0 08 51.4
 CF0362;UTM  12      - 3,502,596.416   605,679.502   MT  0.99973774   +0 35 06.0
 CF0362
 CF0362                          SUPERSEDED SURVEY CONTROL
 CF0362
 CF0362  NAD 83(1986)-  31 39 13.47543(N)    109 53 07.32734(W) AD(       ) 4
 CF0362  NAD 27      -  31 39 13.14500(N)    109 53 05.05500(W) AD(       ) 3
 CF0362
 CF0362.Superseded values are not recommended for survey control.
 CF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0362.See file dsdata.txt to determine how the superseded data were derived.
 CF0362
 CF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0568002596(NAD 83)
 CF0362_MARKER: 22 = AIRWAY BEACON
 CF0362
 CF0362  HISTORY     - Date     Condition        Report By
 CF0362  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0362  HISTORY     - 1944     GOOD             CGS
 CF0362
 CF0362                          STATION DESCRIPTION
 CF0362
 CF0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CF0362'BEACON STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1181 ***********************************************************************
 CY1181  DESIGNATION -  PHOENIX EL PASO AWY BCN T 4
 CY1181  PID         -  CY1181
 CY1181  STATE/COUNTY-  AZ/COCHISE
 CY1181  USGS QUAD   -  PAT HILLS NORTH (1974)
 CY1181
 CY1181                         *CURRENT SURVEY CONTROL
 CY1181  ___________________________________________________________________
 CY1181* NAD 83(1992)-  32 00 27.06495(N)    109 35 30.86629(W)     ADJUSTED  
 CY1181* NAVD 88     -              **(meters)            **(feet)            
 CY1181  ___________________________________________________________________
 CY1181  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CY1181  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY1181  HORZ ORDER  -  THIRD
 CY1181
 CY1181.The horizontal coordinates were established by classical geodetic methods
 CY1181.and adjusted by the National Geodetic Survey in August 1993.
 CY1181
 CY1181
 CY1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1181
 CY1181.The geoid height was determined by GEOID03.
 CY1181
 CY1181;                    North         East     Units Scale Factor Converg.
 CY1181;SPC AZ E     -   111,844.954   267,661.358   MT  0.99993635   +0 18 16.7
 CY1181;SPC AZ E     -   366,945.39    878,154.06   iFT  0.99993635   +0 18 16.7
 CY1181;UTM  12      - 3,542,135.325   632,996.939   MT  0.99981814   +0 44 47.2
 CY1181
 CY1181                          SUPERSEDED SURVEY CONTROL
 CY1181
 CY1181  NAD 83(1986)-  32 00 27.05987(N)    109 35 30.86285(W) AD(       ) 4
 CY1181  NAD 27      -  32 00 26.75000(N)    109 35 28.62900(W) AD(       ) 3
 CY1181
 CY1181.Superseded values are not recommended for survey control.
 CY1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1181.See file dsdata.txt to determine how the superseded data were derived.
 CY1181
 CY1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3299742135(NAD 83)
 CY1181_MARKER: 22 = AIRWAY BEACON
 CY1181
 CY1181  HISTORY     - Date     Condition        Report By
 CY1181  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1181  HISTORY     - 1973     SEE DESCRIPTION  USGS
 CY1181
 CY1181                          STATION DESCRIPTION
 CY1181
 CY1181'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (PGJ)
 CY1181'THIS, EVIDENTLY INTERSECTED STATION, HAS BEEN REMOVED FROM
 CY1181'THE HILL IT WAS ON AND THEREFORE IS NO LONGER A POSITION
 CY1181'TO BE USED AND SHOULD BE PULLED FROM ALL RECORDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1191 ***********************************************************************
 CY1191  DESIGNATION -  PHOENIX EL PASO AWY BCN T 3
 CY1191  PID         -  CY1191
 CY1191  STATE/COUNTY-  AZ/COCHISE
 CY1191  USGS QUAD   -  COCHISE (1985)
 CY1191
 CY1191                         *CURRENT SURVEY CONTROL
 CY1191  ___________________________________________________________________
 CY1191* NAD 83(1992)-  32 02 08.94600(N)    109 54 56.88061(W)     ADJUSTED  
 CY1191* NAVD 88     -              **(meters)            **(feet)            
 CY1191  ___________________________________________________________________
 CY1191  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CY1191  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY1191  HORZ ORDER  -  THIRD
 CY1191
 CY1191.The horizontal coordinates were established by classical geodetic methods
 CY1191.and adjusted by the National Geodetic Survey in August 1993.
 CY1191
 CY1191
 CY1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1191
 CY1191.The geoid height was determined by GEOID03.
 CY1191
 CY1191;                    North         East     Units Scale Factor Converg.
 CY1191;SPC AZ E     -   114,865.933   237,053.607   MT  0.99990692   +0 07 59.1
 CY1191;SPC AZ E     -   376,856.74    777,734.93   iFT  0.99990692   +0 07 59.1
 CY1191;UTM  12      - 3,544,919.716   602,371.330   MT  0.99972924   +0 34 30.6
 CY1191
 CY1191                          SUPERSEDED SURVEY CONTROL
 CY1191
 CY1191  NAD 83(1986)-  32 02 08.93769(N)    109 54 56.87764(W) AD(       ) 4
 CY1191  NAD 27      -  32 02 08.64300(N)    109 54 54.63800(W) AD(       ) 3
 CY1191
 CY1191.Superseded values are not recommended for survey control.
 CY1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1191.See file dsdata.txt to determine how the superseded data were derived.
 CY1191
 CY1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0237144920(NAD 83)
 CY1191
 CY1191  HISTORY     - Date     Condition        Report By
 CY1191  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1191
 CY1191                          STATION DESCRIPTION
 CY1191
 CY1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1191'BEACON IS LOCATED ABOUT 5-1/2 MILES (AIR LINE) S OF COCHISE
 CY1191'AND 3-1/2 MILES E OF THE MANZORO RAILROAD FLAG STATION.  IT
 CY1191'IS AT THE NE CORNER OF THE COCHISE AIRPORT, 53 FEET S OF AN
 CY1191'E-W ROAD, AND 51 FEET W OF A N-S ROAD.  THE BEACON IS 644
 CY1191'FEET E OF STATION COAIR AND CONNECTION WAS MADE TO THAT
 CY1191'STATION.  A SMALL HOUSE BETWEEN THE BEACON AND THE STATION MADE
 CY1191'MORE ACCURATE MEASUREMENT IMPOSSIBLE.  THE BEACON HAS A 51-FOOT
 CY1191'TOWER AND A 36-INCH REVOLVING LAMP WHICH FLASHES CLEAR.
 CY1191'STATIONARY GREEN LIGHTS SEND OUT...-BETWEEN FLASHES OF THE
 CY1191'CLEAR LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1783 ***********************************************************************
 CZ1783  DESIGNATION -  PHOENIX EL PASO AWY BCN T 2
 CZ1783  PID         -  CZ1783
 CZ1783  STATE/COUNTY-  AZ/COCHISE
 CZ1783  USGS QUAD   -  DRAGOON (1995)
 CZ1783
 CZ1783                         *CURRENT SURVEY CONTROL
 CZ1783  ___________________________________________________________________
 CZ1783* NAD 83(1992)-  32 02 02.29941(N)    110 06 56.06832(W)     ADJUSTED  
 CZ1783* NAVD 88     -              **(meters)            **(feet)            
 CZ1783  ___________________________________________________________________
 CZ1783  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CZ1783  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CZ1783  HORZ ORDER  -  THIRD
 CZ1783
 CZ1783.The horizontal coordinates were established by classical geodetic methods
 CZ1783.and adjusted by the National Geodetic Survey in August 1993.
 CZ1783
 CZ1783
 CZ1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1783
 CZ1783.The geoid height was determined by GEOID03.
 CZ1783
 CZ1783;                    North         East     Units Scale Factor Converg.
 CZ1783;SPC AZ E     -   114,634.851   218,185.593   MT  0.99990029   +0 01 37.6
 CZ1783;SPC AZ E     -   376,098.59    715,832.00   iFT  0.99990029   +0 01 37.6
 CZ1783;UTM  12      - 3,544,543.140   583,509.357   MT  0.99968600   +0 28 08.9
 CZ1783
 CZ1783                          SUPERSEDED SURVEY CONTROL
 CZ1783
 CZ1783  NAD 83(1986)-  32 02 02.29379(N)    110 06 56.06553(W) AD(       ) 4
 CZ1783  NAD 27      -  32 02 01.99900(N)    110 06 53.81700(W) AD(       ) 3
 CZ1783
 CZ1783.Superseded values are not recommended for survey control.
 CZ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1783.See file dsdata.txt to determine how the superseded data were derived.
 CZ1783
 CZ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8350944543(NAD 83)
 CZ1783_MARKER: 22 = AIRWAY BEACON
 CZ1783
 CZ1783  HISTORY     - Date     Condition        Report By
 CZ1783  HISTORY     - 1945     FIRST OBSERVED   CGS
 CZ1783  HISTORY     - 1946     GOOD             CGS
 CZ1783  HISTORY     - 1970     GOOD             NGS
 CZ1783
 CZ1783                          STATION DESCRIPTION
 CZ1783
 CZ1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CZ1783'THE INTERSECTION STATION IS 12-1/2 MILES, AIRLINE, ENE OF
 CZ1783'BENSON, 21 MILES, AIRLINE, SW OF WILLCOX, AND 4-1/2 MILES,
 CZ1783'AIRLINE, W OF DRAGON.  THE STATION IS ON A SHARP AND ROCKY
 CZ1783'MOUNTAIN, ABOUT 1/2 MILE NW OF STATE HIGHWAY 86.
 CZ1783'
 CZ1783'THE INTERSECTION STATION IS AN AIRWAY BEACON 51 FEET HIGH
 CZ1783'WITH A RED COURSE LIGHT 18 INCHES IN DIAMETER FLASHING THE
 CZ1783'LETTER U (..-).  THE MAIN BEACON LIGHT REVOLVES 12 TIMES
 CZ1783'PER MINUTE AND IS 24 INCHES IN DIAMETER.  THE BEACON IS NAMED
 CZ1783'DRAGOON.  THE BEACON IS ABOUT 3/8 MILE NW OF THE POWERHOUSE
 CZ1783'WHICH IN TURN IS ABOUT 200 YARDS NW OF THE HIGHWAY.
 CZ1783
 CZ1783                          STATION RECOVERY (1946)
 CZ1783
 CZ1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1783'STANDARD AIRWAY BEACON FLASHING CLEAR AND RED, LOCATED ON
 CZ1783'THE PHOENIX-EL PASO AIRWAY, ABOUT 1 MILE NW OF STATE HIGHWAY
 CZ1783'86, AND 12 MILES ENE OF BENSON.  IT IS ABOUT 800 FEET HIGHER
 CZ1783'THAN THE HIGHWAY, ON A ROCKY PINNACLE WHERE THE HIGHWAY
 CZ1783'GOES THROUGH THE PASS IN THE DRAGOON MOUNTAINS.
 CZ1783
 CZ1783                          STATION RECOVERY (1970)
 CZ1783
 CZ1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CZ1783'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT HAS BEEN ABANDONED
 CZ1783'BY THE FEDERAL AERONAUTICS ADMINISTRATION AND IS NOW OWNED BY THE
 CZ1783'SULPHER SPRINGS VALLEY ELECTRIC COOPERATIVE.  IT IS BEING USED AS A
 CZ1783'SUPPORT FOR A RADIO ANTENNA.
 CZ1783'
 CZ1783'THE STATION IS THE CENTER OF THE BEACON ATOP THE ABANDONED PHOENIX-EL
 CZ1783'PASO AIRWAY BEACON T-2 THAT NOW IS OWNED BY THE SULPHER SPRINGS
 CZ1783'VALLEY ELECTRIC COOPERATIVE.  IT IS LOCATED ABOUT 11-1/2 MILES
 CZ1783'NORTHEAST OF BENSON, 4-1/2 MILES WEST OF DRAGOON, 1 MILE WEST OF
 CZ1783'INTERSTATE HIGHWAY 10 AND AT THE SUMMIT OF ADAMS PEAK.  THE TOWER IS
 CZ1783'A FOUR LEGGED STRUCTURE PAINTED ALUMINUN IN COLOR WITH THE
 CZ1783'PLATFORM AROUND THE TOP PAINTED RED IN COLOR AND A TWENTY-FOOT
 CZ1783'POLE ANTENNA ATTACHED TO THE NORTHWEST CORNER OF THE PLATFORM.
 CZ1783'THE TOWER IS 50 FEET IN HEIGHT WITH THE OVERALL HEIGHT BEING
 CZ1783'70 FEET.  IT IS UNLIGHTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2076 ***********************************************************************
 DV2076  DESIGNATION -  PHOENIX GREAT AZ SAV BLDG TWR
 DV2076  PID         -  DV2076
 DV2076  STATE/COUNTY-  AZ/MARICOPA
 DV2076  USGS QUAD   -  PHOENIX (1982)
 DV2076
 DV2076                         *CURRENT SURVEY CONTROL
 DV2076  ___________________________________________________________________
 DV2076* NAD 83(1992)-  33 26 59.08101(N)    112 04 26.52634(W)     ADJUSTED  
 DV2076* NAVD 88     -              **(meters)            **(feet)            
 DV2076  ___________________________________________________________________
 DV2076  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DV2076  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV2076  HORZ ORDER  -  THIRD
 DV2076
 DV2076.The horizontal coordinates were established by classical geodetic methods
 DV2076.and adjusted by the National Geodetic Survey in August 1993.
 DV2076
 DV2076
 DV2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2076
 DV2076.The geoid height was determined by GEOID03.
 DV2076
 DV2076;                    North         East     Units Scale Factor Converg.
 DV2076;SPC AZ C     -   271,638.127   198,729.937   MT  0.99990264   -0 05 12.3
 DV2076;SPC AZ C     -   891,201.20    652,001.11   iFT  0.99990264   -0 05 12.3
 DV2076;UTM  12      - 3,701,663.237   400,177.927   MT  0.99972285   -0 35 31.4
 DV2076
 DV2076                          SUPERSEDED SURVEY CONTROL
 DV2076
 DV2076  NAD 83(1986)-  33 26 59.07525(N)    112 04 26.53188(W) AD(       ) 4
 DV2076  NAD 27      -  33 26 58.91800(N)    112 04 23.99600(W) AD(       ) 3
 DV2076
 DV2076.Superseded values are not recommended for survey control.
 DV2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2076.See file dsdata.txt to determine how the superseded data were derived.
 DV2076
 DV2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0017801663(NAD 83)
 DV2076_MARKER: 43 = RADIO/TV TOWER
 DV2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2076+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV2076
 DV2076  HISTORY     - Date     Condition        Report By
 DV2076  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2076  HISTORY     - 1967     GOOD             CGS
 DV2076  HISTORY     - 20061203 GOOD             GEOCAC
 DV2076
 DV2076                          STATION DESCRIPTION
 DV2076
 DV2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2076'THE STATION IS LOCATED IN THE CENTER PART OF PHOENIX, AT
 DV2076'THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST ADAMS
 DV2076'STREET AND IS ON TOP OF THE GREATER ARIZONA SAVINGS BUILDING.
 DV2076'
 DV2076'STATION IS A STEEL TOWER PAINTED RED AND WHITE AND IS APPROXIMATELY
 DV2076'275 FEET HIGH.
 DV2076'
 DV2076'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 DV2076
 DV2076                          STATION RECOVERY (1967)
 DV2076
 DV2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2076'THIS STATION WAS RECOVERED AS DESCRIBED.
 DV2076
 DV2076                          STATION RECOVERY (2006)
 DV2076
 DV2076'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2073 ***********************************************************************
 DV2073  DESIGNATION -  PHOENIX INDIAN SCH BOILER STK
 DV2073  PID         -  DV2073
 DV2073  STATE/COUNTY-  AZ/MARICOPA
 DV2073  USGS QUAD   -  PHOENIX (1982)
 DV2073
 DV2073                         *CURRENT SURVEY CONTROL
 DV2073  ___________________________________________________________________
 DV2073* NAD 83(1992)-  33 29 49.45555(N)    112 04 16.82330(W)     ADJUSTED  
 DV2073* NAVD 88     -              **(meters)            **(feet)            
 DV2073  ___________________________________________________________________
 DV2073  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 DV2073  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV2073  HORZ ORDER  -  THIRD
 DV2073
 DV2073.The horizontal coordinates were established by classical geodetic methods
 DV2073.and adjusted by the National Geodetic Survey in August 1993.
 DV2073
 DV2073
 DV2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2073
 DV2073.The geoid height was determined by GEOID03.
 DV2073
 DV2073;                    North         East     Units Scale Factor Converg.
 DV2073;SPC AZ C     -   276,886.327   198,988.325   MT  0.99990255   -0 05 07.3
 DV2073;SPC AZ C     -   908,419.71    652,848.84   iFT  0.99990255   -0 05 07.3
 DV2073;UTM  12      - 3,706,908.007   400,482.564   MT  0.99972210   -0 35 28.7
 DV2073
 DV2073                          SUPERSEDED SURVEY CONTROL
 DV2073
 DV2073  NAD 83(1986)-  33 29 49.44974(N)    112 04 16.82907(W) AD(       ) 4
 DV2073  NAD 27      -  33 29 49.29700(N)    112 04 14.29300(W) AD(       ) 3
 DV2073
 DV2073.Superseded values are not recommended for survey control.
 DV2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2073.See file dsdata.txt to determine how the superseded data were derived.
 DV2073
 DV2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0048306908(NAD 83)
 DV2073_MARKER: 63 = STACK
 DV2073
 DV2073  HISTORY     - Date     Condition        Report By
 DV2073  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2073  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV2073
 DV2073                          STATION DESCRIPTION
 DV2073
 DV2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2073'STATION IS LOCATED IN THE NORTHEAST CORNER OF NORTH CENTRAL
 DV2073'AVENUE AND EAST INDIAN SCHOOL ROAD AND ON THE INDIAN SCHOOL
 DV2073'GROUNDS IN PHOENIX.
 DV2073'
 DV2073'STATION IS THE TOP OF A SILVER PAINTED SMOKE STACK THAT
 DV2073'HAS A BLACK TOP AND IS APPROXIMATELY 65 FEET HIGH.
 DV2073'
 DV2073'POINT INTERSECTED WAS THE TOP AND CENTER OF STACK.
 DV2073
 DV2073                          STATION RECOVERY (2007)
 DV2073
 DV2073'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2073'THE PHOENIX INDIAN SCHOOL AND IT'S BOILER STACK HAVE LONG SINCE BEEN
 DV2073'REMOVED.
 DV2073'A PARK HAS BEEN CONSTRUCTED AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2179 ***********************************************************************
 DU2179  DESIGNATION -  PHOENIX PROD COTTON OIL CO TK
 DU2179  PID         -  DU2179
 DU2179  STATE/COUNTY-  AZ/MARICOPA
 DU2179  USGS QUAD   -  TEMPE (1982)
 DU2179
 DU2179                         *CURRENT SURVEY CONTROL
 DU2179  ___________________________________________________________________
 DU2179* NAD 83(1992)-  33 26 50.57952(N)    111 58 50.80027(W)     ADJUSTED  
 DU2179* NAVD 88     -              **(meters)            **(feet)            
 DU2179  ___________________________________________________________________
 DU2179  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DU2179  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2179  HORZ ORDER  -  THIRD
 DU2179
 DU2179.The horizontal coordinates were established by classical geodetic methods
 DU2179.and adjusted by the National Geodetic Survey in August 1993.
 DU2179
 DU2179
 DU2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2179
 DU2179.The geoid height was determined by GEOID03.
 DU2179
 DU2179;                    North         East     Units Scale Factor Converg.
 DU2179;SPC AZ C     -   271,366.994   207,399.619   MT  0.99990044   -0 02 07.2
 DU2179;SPC AZ C     -   890,311.66    680,444.94   iFT  0.99990044   -0 02 07.2
 DU2179;UTM  12      - 3,701,315.722   408,843.243   MT  0.99970244   -0 32 26.2
 DU2179
 DU2179                          SUPERSEDED SURVEY CONTROL
 DU2179
 DU2179  NAD 83(1986)-  33 26 50.57311(N)    111 58 50.80527(W) AD(       ) 4
 DU2179  NAD 27      -  33 26 50.41300(N)    111 58 48.27700(W) AD(       ) 3
 DU2179
 DU2179.Superseded values are not recommended for survey control.
 DU2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2179.See file dsdata.txt to determine how the superseded data were derived.
 DU2179
 DU2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0884301316(NAD 83)
 DU2179_MARKER: 53 = ELEVATED TANK
 DU2179
 DU2179  HISTORY     - Date     Condition        Report By
 DU2179  HISTORY     - 1963     FIRST OBSERVED   CGS
 DU2179  HISTORY     - 1967     GOOD             CGS
 DU2179  HISTORY     - 1984     GOOD             AZDT
 DU2179  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU2179
 DU2179                          STATION DESCRIPTION
 DU2179
 DU2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2179'THE STATION IS LOCATED IN THE EASTERN SECTION OF PHOENIX,
 DU2179'ALONG THE SOUTH SIDE OF EAST WASHINGTON STREET, 0.2 MILE WEST
 DU2179'OF 48 TH. STREET AT THE PRODUCERS OIL COMPANY PLANT.
 DU2179'
 DU2179'IT IS A STEEL STRUCTURE SUPPORTED BY FOUR LEGS, PAINTED SILVER
 DU2179'AND APPROXIMATELY 125 FEET HIGH.
 DU2179'
 DU2179'THE POINT INTERSECTED WAS THE BALL ON TOP.
 DU2179
 DU2179                          STATION RECOVERY (1967)
 DU2179
 DU2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DU2179'THIS STATION WAS RECOVERED BUT THE DESCRIPTION IS INADAQUATE
 DU2179'A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED IN THE
 DU2179'EASTERN SECTION OF PHOENIX, ALONG THE SOUTH SIDE OF EAST
 DU2179'WASHINGTON STREET.  ABOUT 0.2 MILE WEST OF 48TH ST. AND 75 FT.
 DU2179'SOUTH OF THE CENTERLINE OF WASHINGTON STREET AT THE PRODUCER
 DU2179'OIL CO PLANT.  IT IS A STEEL STRUCTURE SUPPORTED BY FOUR LEGS,
 DU2179'PAINTED SILVER AND IS APPROXIMATELY 125 FT. HIGH.  PRODUCERS
 DU2179'COTTON OIL CO. IS PAINTED IN LARGE BLACK LETTERS ON THE EAST
 DU2179'AND WEST SIDES.
 DU2179'
 DU2179'THE POINT INTERSECTED WAS THE BALL ON TOP.
 DU2179
 DU2179                          STATION RECOVERY (1984)
 DU2179
 DU2179'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU2179'THE STATION WAS RECOVERED AS DESCRIBED.
 DU2179
 DU2179                          STATION RECOVERY (2008)
 DU2179
 DU2179'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2179'DESTROYED. THERE IS NO ELEVATED TANK AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2097 ***********************************************************************
 DV2097  DESIGNATION -  PHOENIX PUB SER CO TANK
 DV2097  PID         -  DV2097
 DV2097  STATE/COUNTY-  AZ/MARICOPA
 DV2097  USGS QUAD   -  FOWLER (1982)
 DV2097
 DV2097                         *CURRENT SURVEY CONTROL
 DV2097  ___________________________________________________________________
 DV2097* NAD 83(1992)-  33 26 33.95820(N)    112 09 18.04585(W)     ADJUSTED  
 DV2097* NAVD 88     -              **(meters)            **(feet)            
 DV2097  ___________________________________________________________________
 DV2097  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 DV2097  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DV2097  HORZ ORDER  -  THIRD
 DV2097
 DV2097.The horizontal coordinates were established by classical geodetic methods
 DV2097.and adjusted by the National Geodetic Survey in August 1993.
 DV2097
 DV2097
 DV2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2097
 DV2097.The geoid height was determined by GEOID03.
 DV2097
 DV2097;                    North         East     Units Scale Factor Converg.
 DV2097;SPC AZ C     -   270,878.523   191,199.904   MT  0.99990605   -0 07 52.9
 DV2097;SPC AZ C     -   888,709.06    627,296.27   iFT  0.99990605   -0 07 52.9
 DV2097;UTM  12      - 3,700,970.186   392,642.783   MT  0.99974209   -0 38 11.7
 DV2097
 DV2097                          SUPERSEDED SURVEY CONTROL
 DV2097
 DV2097  NAD 83(1986)-  33 26 33.95201(N)    112 09 18.05167(W) AD(       ) 4
 DV2097  NAD 27      -  33 26 33.79500(N)    112 09 15.50800(W) AD(       ) 3
 DV2097
 DV2097.Superseded values are not recommended for survey control.
 DV2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2097.See file dsdata.txt to determine how the superseded data were derived.
 DV2097
 DV2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9264300970(NAD 83)
 DV2097_MARKER: 51 = TANK
 DV2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2097+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DV2097
 DV2097  HISTORY     - Date     Condition        Report By
 DV2097  HISTORY     - 1947     FIRST OBSERVED   CGS
 DV2097  HISTORY     - 1953     GOOD             CGS
 DV2097  HISTORY     - 1960     GOOD             AMS
 DV2097  HISTORY     - 1962     GOOD             CGS
 DV2097  HISTORY     - 1963     GOOD             CGS
 DV2097  HISTORY     - 20060918 GOOD             GEOCAC
 DV2097
 DV2097                          STATION DESCRIPTION
 DV2097
 DV2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2097'ABOUT 4 MILES WEST OF PHOENIX, ON THE 16TH LATERAL ROAD, 0.5
 DV2097'MILE SOUTH OF WEST VAN BUREN STREET, 100 FEET SOUTHWEST OF THE
 DV2097'POWER PLANT, AN ALUMINUM PAINTED, METAL WATER TANK APPROXIMATELY
 DV2097'115 FEET HIGH.  THE POINT OBSERVED ON WAS THE SMALL BALL ATOP
 DV2097'THE CENTER OF THE TANK.
 DV2097
 DV2097                          STATION RECOVERY (1953)
 DV2097
 DV2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2097'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 DV2097
 DV2097                          STATION RECOVERY (1960)
 DV2097
 DV2097'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2097'STATION WAS FOUND IN GOOD CONDITION.  AT THIS TIME THE TANK
 DV2097'IS PAINTED A PALE GREEN COLOR.
 DV2097
 DV2097                          STATION RECOVERY (1962)
 DV2097
 DV2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2097'THE STATION IS LOCATED IN THE SOUTHWEST PART OF PHOENIX, 0.3
 DV2097'MILE NORTH OF WEST BUCKEYE ROAD (U.S. HWY. 80), 0.1 MILE WEST
 DV2097'OF 43 RD. AVENUE AND IS ON THE WEST SIDE OF THE ELECTRIC SUB
 DV2097'STATION.
 DV2097'
 DV2097'STATION HAS 4 LEGS IS PAINTED A LIGHT GREEN AND IS APPROXIMATELY
 DV2097'120 FEET HIGH.
 DV2097'
 DV2097'POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DV2097'
 DV2097'NOTE--THE SAME AS POWER PLANT WEST OF PHOENIX, TANK, 1947.
 DV2097
 DV2097                          STATION RECOVERY (1963)
 DV2097
 DV2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2097'STATION WAS RECOVERED AS DESCRIBED.
 DV2097
 DV2097                          STATION RECOVERY (2006)
 DV2097
 DV2097'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2014 ***********************************************************************
 DV2014  DESIGNATION -  PHOENIX PUB SER MICROWAVE MAST
 DV2014  PID         -  DV2014
 DV2014  STATE/COUNTY-  AZ/MARICOPA
 DV2014  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2014
 DV2014                         *CURRENT SURVEY CONTROL
 DV2014  ___________________________________________________________________
 DV2014* NAD 83(1992)-  33 35 38.11943(N)    112 05 12.01134(W)     ADJUSTED  
 DV2014* NAVD 88     -              **(meters)            **(feet)            
 DV2014  ___________________________________________________________________
 DV2014  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 DV2014  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DV2014  HORZ ORDER  -  THIRD
 DV2014
 DV2014.The horizontal coordinates were established by classical geodetic methods
 DV2014.and adjusted by the National Geodetic Survey in August 1993.
 DV2014
 DV2014
 DV2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2014
 DV2014.The geoid height was determined by GEOID03.
 DV2014
 DV2014;                    North         East     Units Scale Factor Converg.
 DV2014;SPC AZ C     -   287,629.659   197,581.525   MT  0.99990307   -0 05 38.6
 DV2014;SPC AZ C     -   943,666.86    648,233.35   iFT  0.99990307   -0 05 38.6
 DV2014;UTM  12      - 3,717,661.431   399,171.044   MT  0.99972533   -0 36 04.7
 DV2014
 DV2014                          SUPERSEDED SURVEY CONTROL
 DV2014
 DV2014  NAD 83(1986)-  33 35 38.11393(N)    112 05 12.01760(W) AD(       ) 4
 DV2014  NAD 27      -  33 35 37.97000(N)    112 05 09.47700(W) AD(       ) 3
 DV2014
 DV2014.Superseded values are not recommended for survey control.
 DV2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2014.See file dsdata.txt to determine how the superseded data were derived.
 DV2014
 DV2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9917117661(NAD 83)
 DV2014_MARKER: 44 = MICROWAVE MAST
 DV2014
 DV2014  HISTORY     - Date     Condition        Report By
 DV2014  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2014  HISTORY     - 1963     GOOD             CGS
 DV2014
 DV2014                          STATION DESCRIPTION
 DV2014
 DV2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2014'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2009 ***********************************************************************
 DV2009  DESIGNATION -  PHOENIX RAD KPHO N MAST OF 4
 DV2009  PID         -  DV2009
 DV2009  STATE/COUNTY-  AZ/MARICOPA
 DV2009  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2009
 DV2009                         *CURRENT SURVEY CONTROL
 DV2009  ___________________________________________________________________
 DV2009* NAD 83(1992)-  33 32 06.22677(N)    112 07 21.15840(W)     ADJUSTED  
 DV2009* NAVD 88     -              **(meters)            **(feet)            
 DV2009  ___________________________________________________________________
 DV2009  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 DV2009  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV2009  HORZ ORDER  -  THIRD
 DV2009
 DV2009.The horizontal coordinates were established by classical geodetic methods
 DV2009.and adjusted by the National Geodetic Survey in August 1993.
 DV2009
 DV2009
 DV2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2009
 DV2009.The geoid height was determined by GEOID03.
 DV2009
 DV2009;                    North         East     Units Scale Factor Converg.
 DV2009;SPC AZ C     -   281,108.011   194,238.967   MT  0.99990451   -0 06 49.5
 DV2009;SPC AZ C     -   922,270.38    637,266.95   iFT  0.99990451   -0 06 49.5
 DV2009;UTM  12      - 3,711,170.738   395,771.517   MT  0.99973393   -0 37 12.7
 DV2009
 DV2009                          SUPERSEDED SURVEY CONTROL
 DV2009
 DV2009  NAD 83(1986)-  33 32 06.22110(N)    112 07 21.16465(W) AD(       ) 4
 DV2009  NAD 27      -  33 32 06.07300(N)    112 07 18.62100(W) AD(       ) 3
 DV2009
 DV2009.Superseded values are not recommended for survey control.
 DV2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2009.See file dsdata.txt to determine how the superseded data were derived.
 DV2009
 DV2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9577211171(NAD 83)
 DV2009_MARKER: 42 = RADIO/TV MAST
 DV2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2009+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DV2009
 DV2009  HISTORY     - Date     Condition        Report By
 DV2009  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2009  HISTORY     - 1963     GOOD             CGS
 DV2009  HISTORY     - 20060911 GOOD             GEOCAC
 DV2009
 DV2009                          STATION DESCRIPTION
 DV2009
 DV2009'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2010 ***********************************************************************
 DV2010  DESIGNATION -  PHOENIX RAD KPHO S MAST OF 4
 DV2010  PID         -  DV2010
 DV2010  STATE/COUNTY-  AZ/MARICOPA
 DV2010  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2010
 DV2010                         *CURRENT SURVEY CONTROL
 DV2010  ___________________________________________________________________
 DV2010* NAD 83(1992)-  33 31 55.55725(N)    112 07 20.26657(W)     ADJUSTED  
 DV2010* NAVD 88     -              **(meters)            **(feet)            
 DV2010  ___________________________________________________________________
 DV2010  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 DV2010  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV2010  HORZ ORDER  -  THIRD
 DV2010
 DV2010.The horizontal coordinates were established by classical geodetic methods
 DV2010.and adjusted by the National Geodetic Survey in August 1993.
 DV2010
 DV2010
 DV2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2010
 DV2010.The geoid height was determined by GEOID03.
 DV2010
 DV2010;                    North         East     Units Scale Factor Converg.
 DV2010;SPC AZ C     -   280,779.275   194,261.324   MT  0.99990450   -0 06 48.9
 DV2010;SPC AZ C     -   921,191.85    637,340.30   iFT  0.99990450   -0 06 48.9
 DV2010;UTM  12      - 3,710,841.874   395,790.964   MT  0.99973388   -0 37 12.1
 DV2010
 DV2010                          SUPERSEDED SURVEY CONTROL
 DV2010
 DV2010  NAD 83(1986)-  33 31 55.55150(N)    112 07 20.27273(W) AD(       ) 4
 DV2010  NAD 27      -  33 31 55.40400(N)    112 07 17.73200(W) AD(       ) 3
 DV2010
 DV2010.Superseded values are not recommended for survey control.
 DV2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2010.See file dsdata.txt to determine how the superseded data were derived.
 DV2010
 DV2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9579110842(NAD 83)
 DV2010_MARKER: 42 = RADIO/TV MAST
 DV2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2010+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DV2010
 DV2010  HISTORY     - Date     Condition        Report By
 DV2010  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2010  HISTORY     - 1988     GOOD             USPSQD
 DV2010  HISTORY     - 20060911 GOOD             GEOCAC
 DV2010
 DV2010                          STATION DESCRIPTION
 DV2010
 DV2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2010'STATION IS SOUTH ONE OF 4 RADIO MASTS AT WEST MARYLAND AVENUE
 DV2010'AND NORTH 29TH AVENUE IN PHOENIX, ARIZONA.
 DV2010
 DV2010                          STATION RECOVERY (1988)
 DV2010
 DV2010'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 DV2010'RECOVERED IN GOOD CONDITION.
 DV2010
 DV2010                          STATION RECOVERY (2006)
 DV2010
 DV2010'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2065 ***********************************************************************
 DV2065  DESIGNATION -  PHOENIX RADIO KTAR S TWR OF 2
 DV2065  PID         -  DV2065
 DV2065  STATE/COUNTY-  AZ/MARICOPA
 DV2065  USGS QUAD   -  PHOENIX (1982)
 DV2065
 DV2065                         *CURRENT SURVEY CONTROL
 DV2065  ___________________________________________________________________
 DV2065* NAD 83(1992)-  33 28 40.06604(N)    112 00 10.06218(W)     ADJUSTED  
 DV2065* NAVD 88     -              **(meters)            **(feet)            
 DV2065  ___________________________________________________________________
 DV2065  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DV2065  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV2065  HORZ ORDER  -  THIRD
 DV2065
 DV2065.The horizontal coordinates were established by classical geodetic methods
 DV2065.and adjusted by the National Geodetic Survey in August 1993.
 DV2065
 DV2065
 DV2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2065
 DV2065.The geoid height was determined by GEOID03.
 DV2065
 DV2065;                    North         East     Units Scale Factor Converg.
 DV2065;SPC AZ C     -   274,741.317   205,355.488   MT  0.99990079   -0 02 51.0
 DV2065;SPC AZ C     -   901,382.27    673,738.48   iFT  0.99990079   -0 02 51.0
 DV2065;UTM  12      - 3,704,707.283   406,829.355   MT  0.99970702   -0 33 11.5
 DV2065
 DV2065                          SUPERSEDED SURVEY CONTROL
 DV2065
 DV2065  NAD 83(1986)-  33 28 40.06046(N)    112 00 10.06768(W) AD(       ) 4
 DV2065  NAD 27      -  33 28 39.90300(N)    112 00 07.53800(W) AD(       ) 3
 DV2065
 DV2065.Superseded values are not recommended for survey control.
 DV2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2065.See file dsdata.txt to determine how the superseded data were derived.
 DV2065
 DV2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0682904707(NAD 83)
 DV2065_MARKER: 43 = RADIO/TV TOWER
 DV2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2065+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2006
 DV2065
 DV2065  HISTORY     - Date     Condition        Report By
 DV2065  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2065  HISTORY     - 1967     GOOD             CGS
 DV2065  HISTORY     - 1978     GOOD             NGS
 DV2065  HISTORY     - 20061002 GOOD             GEOCAC
 DV2065
 DV2065                          STATION DESCRIPTION
 DV2065
 DV2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2065'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE CENTER OF THE
 DV2065'BUSINESS SECTION OF PHOENIX AND IN THE SOUTHEAST CORNER OF THE
 DV2065'INTERSECTION AT EAST THOMAS ROAD AND NORTH 36TH STREET.
 DV2065'
 DV2065'STATION IS A RED AND WHITE RADIO TOWER, IS 404 FEET HIGH AND HAS
 DV2065'A RED LIGHT ON TOP.
 DV2065'
 DV2065'POINT INTERSECTED WAS RED LIGHT ON TOP.
 DV2065
 DV2065                          STATION RECOVERY (1967)
 DV2065
 DV2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2065'THIS STATION WAS RECOVERED AS DESCRIBED.
 DV2065
 DV2065                          STATION RECOVERY (1978)
 DV2065
 DV2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DV2065'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DV2065'
 DV2065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PHOENIX.
 DV2065
 DV2065                          STATION RECOVERY (2006)
 DV2065
 DV2065'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2175 ***********************************************************************
 DU2175  DESIGNATION -  PHOENIX RADIO STA KOOL S MAST
 DU2175  PID         -  DU2175
 DU2175  STATE/COUNTY-  AZ/MARICOPA
 DU2175  USGS QUAD   -  TEMPE (1982)
 DU2175
 DU2175                         *CURRENT SURVEY CONTROL
 DU2175  ___________________________________________________________________
 DU2175* NAD 83(1992)-  33 28 12.13281(N)    111 59 09.91160(W)     ADJUSTED  
 DU2175* NAVD 88     -              **(meters)            **(feet)            
 DU2175  ___________________________________________________________________
 DU2175  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DU2175  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2175  HORZ ORDER  -  THIRD
 DU2175
 DU2175.The horizontal coordinates were established by classical geodetic methods
 DU2175.and adjusted by the National Geodetic Survey in August 1993.
 DU2175
 DU2175
 DU2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2175
 DU2175.The geoid height was determined by GEOID03.
 DU2175
 DU2175;                    North         East     Units Scale Factor Converg.
 DU2175;SPC AZ C     -   273,879.641   206,907.750   MT  0.99990051   -0 02 17.8
 DU2175;SPC AZ C     -   898,555.25    678,831.20   iFT  0.99990051   -0 02 17.8
 DU2175;UTM  12      - 3,703,832.113   408,373.651   MT  0.99970350   -0 32 37.9
 DU2175
 DU2175                          SUPERSEDED SURVEY CONTROL
 DU2175
 DU2175  NAD 83(1986)-  33 28 12.12727(N)    111 59 09.91691(W) AD(       ) 4
 DU2175  NAD 27      -  33 28 11.97000(N)    111 59 07.38900(W) AD(       ) 3
 DU2175
 DU2175.Superseded values are not recommended for survey control.
 DU2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2175.See file dsdata.txt to determine how the superseded data were derived.
 DU2175
 DU2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0837403832(NAD 83)
 DU2175_MARKER: 42 = RADIO/TV MAST
 DU2175
 DU2175  HISTORY     - Date     Condition        Report By
 DU2175  HISTORY     - 1963     FIRST OBSERVED   CGS
 DU2175  HISTORY     - 1967     GOOD             CGS
 DU2175
 DU2175                          STATION DESCRIPTION
 DU2175
 DU2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2175'STATION IS LOCATED IN THE EAST SECTION OF PHOENIX, ABOUT 6
 DU2175'MILES EAST-NORTHEAST OF CENTER OF DOWNTOWN BUSINESS SECTION
 DU2175'OF PHOENIX AND IN THE NORTHEAST CORNER OF INTERSECTION OF
 DU2175'NORTH 44TH STREET AND EAST PALM LANE.
 DU2175'
 DU2175'STATION IS THE SOUTH ONE OF FOUR RADIO MASTS, IS APPROXIMATELY
 DU2175'260 FEET HIGH, PAINTED RED AND WHITE, HAS DARK RED PAINT ON TOP
 DU2175'OF TOWER AND HAS A RED LIGHT ON TOP.
 DU2175'
 DU2175'POINT INTERSECTED WAS TOP AND CENTER.
 DU2175
 DU2175                          STATION RECOVERY (1967)
 DU2175
 DU2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DU2175'THIS STATION COULD NOT BE RECOVERED.  THESE FOUR TOWERS WERE
 DU2175'REMOVED DURING THE LAST HALF OF 1966.  THE BASES OF THE TWO
 DU2175'SOUTHWESTERLY TOWERS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2063 ***********************************************************************
 DV2063  DESIGNATION -  PHOENIX RADIO STA KHAT MAST
 DV2063  PID         -  DV2063
 DV2063  STATE/COUNTY-  AZ/MARICOPA
 DV2063  USGS QUAD   -  PHOENIX (1982)
 DV2063
 DV2063                         *CURRENT SURVEY CONTROL
 DV2063  ___________________________________________________________________
 DV2063* NAD 83(1992)-  33 28 02.34910(N)    112 07 03.79688(W)     ADJUSTED  
 DV2063* NAVD 88     -              **(meters)            **(feet)            
 DV2063  ___________________________________________________________________
 DV2063  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DV2063  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2063  HORZ ORDER  -  THIRD
 DV2063
 DV2063.The horizontal coordinates were established by classical geodetic methods
 DV2063.and adjusted by the National Geodetic Survey in August 1993.
 DV2063
 DV2063
 DV2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2063
 DV2063.The geoid height was determined by GEOID03.
 DV2063
 DV2063;                    North         East     Units Scale Factor Converg.
 DV2063;SPC AZ C     -   273,594.170   194,672.323   MT  0.99990430   -0 06 39.1
 DV2063;SPC AZ C     -   897,618.67    638,688.72   iFT  0.99990430   -0 06 39.1
 DV2063;UTM  12      - 3,703,654.648   396,138.435   MT  0.99973299   -0 36 59.2
 DV2063
 DV2063                          SUPERSEDED SURVEY CONTROL
 DV2063
 DV2063  NAD 83(1986)-  33 28 02.34321(N)    112 07 03.80251(W) AD(       ) 4
 DV2063  NAD 27      -  33 28 02.18900(N)    112 07 01.26200(W) AD(       ) 3
 DV2063
 DV2063.Superseded values are not recommended for survey control.
 DV2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2063.See file dsdata.txt to determine how the superseded data were derived.
 DV2063
 DV2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9613803655(NAD 83)
 DV2063_MARKER: 42 = RADIO/TV MAST
 DV2063
 DV2063  HISTORY     - Date     Condition        Report By
 DV2063  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2063  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV2063  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV2063
 DV2063                          STATION DESCRIPTION
 DV2063
 DV2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2063'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF THE
 DV2063'CENTER OF PHOENIX, 0.1 MILE NORTH AND 300 FEET WEST OF THE
 DV2063'INTERSECTION OF WEST MC DOWELL ROAD AND NORTH 27TH. AVENUE.
 DV2063'
 DV2063'IT IS A STEEL STRUCTURE PAINTED RED AND WHITE, AND APPROXIMATELY
 DV2063'175 FEET HIGH.
 DV2063'
 DV2063'THE POINT INTERSECTED WAS THE LIGHT ON TOP.
 DV2063
 DV2063                          STATION RECOVERY (1996)
 DV2063
 DV2063'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2063'MARK NOT FOUND.
 DV2063
 DV2063                          STATION RECOVERY (2006)
 DV2063
 DV2063'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2063'MARK NOT FOUND. NO RADIO STATION MAST EXISTS AT THE DESCRIBED
 DV2063'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2070 ***********************************************************************
 DV2070  DESIGNATION -  PHOENIX RADIO STA KIFN TOWER
 DV2070  PID         -  DV2070
 DV2070  STATE/COUNTY-  AZ/MARICOPA
 DV2070  USGS QUAD   -  PHOENIX (1982)
 DV2070
 DV2070                         *CURRENT SURVEY CONTROL
 DV2070  ___________________________________________________________________
 DV2070* NAD 83(1992)-  33 25 31.91044(N)    112 04 21.23671(W)     ADJUSTED  
 DV2070* NAVD 88     -              **(meters)            **(feet)            
 DV2070  ___________________________________________________________________
 DV2070  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DV2070  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV2070  HORZ ORDER  -  THIRD
 DV2070
 DV2070.The horizontal coordinates were established by classical geodetic methods
 DV2070.and adjusted by the National Geodetic Survey in August 1993.
 DV2070
 DV2070
 DV2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2070
 DV2070.The geoid height was determined by GEOID03.
 DV2070
 DV2070;                    North         East     Units Scale Factor Converg.
 DV2070;SPC AZ C     -   268,952.551   198,862.511   MT  0.99990259   -0 05 09.2
 DV2070;SPC AZ C     -   882,390.26    652,436.06   iFT  0.99990259   -0 05 09.2
 DV2070;UTM  12      - 3,698,977.079   400,286.798   MT  0.99972258   -0 35 27.1
 DV2070
 DV2070                          SUPERSEDED SURVEY CONTROL
 DV2070
 DV2070  NAD 83(1986)-  33 25 31.90475(N)    112 04 21.24224(W) AD(       ) 4
 DV2070  NAD 27      -  33 25 31.74500(N)    112 04 18.70700(W) AD(       ) 3
 DV2070
 DV2070.Superseded values are not recommended for survey control.
 DV2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2070.See file dsdata.txt to determine how the superseded data were derived.
 DV2070
 DV2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0028798977(NAD 83)
 DV2070_MARKER: 43 = RADIO/TV TOWER
 DV2070
 DV2070  HISTORY     - Date     Condition        Report By
 DV2070  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2070  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DV2070
 DV2070                          STATION DESCRIPTION
 DV2070
 DV2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2070'THE STATION IS LOCATED IN THE SOUTH PART OF PHOENIX, APPROXIMATELY
 DV2070'300 YARDS SOUTH OF THE BLACK CANYON HIGHWAY AND APPROXIMATELY
 DV2070'150 YARDS EAST OF THE INTERSECTION OF SOUTH CENTRAL AVENUE AND
 DV2070'WATKINS STREET.
 DV2070'
 DV2070'STATION IS A STEEL TOWER PAINTED RED AND WHITE AND IS
 DV2070'APPROXIMATELY 255 FEET HIGH.
 DV2070'
 DV2070'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 DV2070
 DV2070                          STATION RECOVERY (2007)
 DV2070
 DV2070'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2070'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV2070'MARK. THERE IS NO 225 FOOT RADIO MAST AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2075 ***********************************************************************
 DV2075  DESIGNATION -  PHOENIX RADIO STA KRIZ MAST
 DV2075  PID         -  DV2075
 DV2075  STATE/COUNTY-  AZ/MARICOPA
 DV2075  USGS QUAD   -  PHOENIX (1982)
 DV2075
 DV2075                         *CURRENT SURVEY CONTROL
 DV2075  ___________________________________________________________________
 DV2075* NAD 83(1992)-  33 26 10.06686(N)    112 06 36.79756(W)     ADJUSTED  
 DV2075* NAVD 88     -              **(meters)            **(feet)            
 DV2075  ___________________________________________________________________
 DV2075  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DV2075  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV2075  HORZ ORDER  -  THIRD
 DV2075
 DV2075.The horizontal coordinates were established by classical geodetic methods
 DV2075.and adjusted by the National Geodetic Survey in August 1993.
 DV2075
 DV2075
 DV2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2075
 DV2075.The geoid height was determined by GEOID03.
 DV2075
 DV2075;                    North         East     Units Scale Factor Converg.
 DV2075;SPC AZ C     -   270,133.877   195,362.977   MT  0.99990399   -0 06 23.9
 DV2075;SPC AZ C     -   886,266.00    640,954.65   iFT  0.99990399   -0 06 23.9
 DV2075;UTM  12      - 3,700,188.994   396,798.429   MT  0.99973131   -0 36 42.5
 DV2075
 DV2075                          SUPERSEDED SURVEY CONTROL
 DV2075
 DV2075  NAD 83(1986)-  33 26 10.06112(N)    112 06 36.80288(W) AD(       ) 4
 DV2075  NAD 27      -  33 26 09.90300(N)    112 06 34.26400(W) AD(       ) 3
 DV2075
 DV2075.Superseded values are not recommended for survey control.
 DV2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2075.See file dsdata.txt to determine how the superseded data were derived.
 DV2075
 DV2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9679800189(NAD 83)
 DV2075_MARKER: 42 = RADIO/TV MAST
 DV2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2075+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2075
 DV2075  HISTORY     - Date     Condition        Report By
 DV2075  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2075  HISTORY     - 20060810 GOOD             GEOCAC
 DV2075
 DV2075                          STATION DESCRIPTION
 DV2075
 DV2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2075'THE STATION IS LOCATED IN THE SOUTH-SOUTHWEST PART OF PHOENIX,
 DV2075'0.4 MILE EAST OF THE INTERSECTION OF WEST BUCKEYE ROAD (U.S.
 DV2075'HWY. 80) AND 27 TH. AVENUE, 0.1 MILE WEST OF THE BLACK CANYON
 DV2075'HIGHWAY AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF WEST
 DV2075'BUCKEYE ROAD AND 24 TH. AVENUE.
 DV2075'
 DV2075'STATION IS A STEEL STRUCTURE, PAINTED RED AND WHITE AND IS
 DV2075'APPROXIMATELY 203 FEET HIGH.
 DV2075'
 DV2075'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 DV2075
 DV2075                          STATION RECOVERY (2006)
 DV2075
 DV2075'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2101 ***********************************************************************
 DV2101  DESIGNATION -  PHOENIX RADIO STA KXIV MAST
 DV2101  PID         -  DV2101
 DV2101  STATE/COUNTY-  AZ/MARICOPA
 DV2101  USGS QUAD   -  FOWLER (1982)
 DV2101
 DV2101                         *CURRENT SURVEY CONTROL
 DV2101  ___________________________________________________________________
 DV2101* NAD 83(1992)-  33 26 04.58722(N)    112 07 43.61595(W)     ADJUSTED  
 DV2101* NAVD 88     -              **(meters)            **(feet)            
 DV2101  ___________________________________________________________________
 DV2101  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 DV2101  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV2101  HORZ ORDER  -  THIRD
 DV2101
 DV2101.The horizontal coordinates were established by classical geodetic methods
 DV2101.and adjusted by the National Geodetic Survey in August 1993.
 DV2101
 DV2101
 DV2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2101
 DV2101.The geoid height was determined by GEOID03.
 DV2101
 DV2101;                    North         East     Units Scale Factor Converg.
 DV2101;SPC AZ C     -   269,968.438   193,636.832   MT  0.99990479   -0 07 00.7
 DV2101;SPC AZ C     -   885,723.22    635,291.44   iFT  0.99990479   -0 07 00.7
 DV2101;UTM  12      - 3,700,038.805   395,071.187   MT  0.99973574   -0 37 19.2
 DV2101
 DV2101                          SUPERSEDED SURVEY CONTROL
 DV2101
 DV2101  NAD 83(1986)-  33 26 04.58152(N)    112 07 43.62156(W) AD(       ) 4
 DV2101  NAD 27      -  33 26 04.42300(N)    112 07 41.08000(W) AD(       ) 3
 DV2101
 DV2101.Superseded values are not recommended for survey control.
 DV2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2101.See file dsdata.txt to determine how the superseded data were derived.
 DV2101
 DV2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9507100039(NAD 83)
 DV2101_MARKER: 42 = RADIO/TV MAST
 DV2101
 DV2101  HISTORY     - Date     Condition        Report By
 DV2101  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2101  HISTORY     - 20060918 MARK NOT FOUND   GEOCAC
 DV2101
 DV2101                          STATION DESCRIPTION
 DV2101
 DV2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2101'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF PHOENIX, AT
 DV2101'3237 WEST YUMA STREET.  IT IS A STEEL STRUCTURE PAINTED ALTERNATE
 DV2101'RED AND WHITE AND APPROXIMATELY 180 FEET HIGH.  THE POINT
 DV2101'INTERSECTED WAS THE FLASHING RED LIGHT ON TOP OF MAST.
 DV2101
 DV2101                          STATION RECOVERY (2006)
 DV2101
 DV2101'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2013 ***********************************************************************
 DV2013  DESIGNATION -  PHOENIX RADIO STATION KOY TWR
 DV2013  PID         -  DV2013
 DV2013  STATE/COUNTY-  AZ/MARICOPA
 DV2013  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2013
 DV2013                         *CURRENT SURVEY CONTROL
 DV2013  ___________________________________________________________________
 DV2013* NAD 83(1992)-  33 30 36.47210(N)    112 03 26.47959(W)     ADJUSTED  
 DV2013* NAVD 88     -              **(meters)            **(feet)            
 DV2013  ___________________________________________________________________
 DV2013  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DV2013  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV2013  HORZ ORDER  -  THIRD
 DV2013
 DV2013.The horizontal coordinates were established by classical geodetic methods
 DV2013.and adjusted by the National Geodetic Survey in August 1993.
 DV2013
 DV2013
 DV2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2013
 DV2013.The geoid height was determined by GEOID03.
 DV2013
 DV2013;                    North         East     Units Scale Factor Converg.
 DV2013;SPC AZ C     -   278,332.882   200,289.666   MT  0.99990211   -0 04 39.6
 DV2013;SPC AZ C     -   913,165.62    657,118.33   iFT  0.99990211   -0 04 39.6
 DV2013;UTM  12      - 3,708,342.751   401,796.392   MT  0.99971889   -0 35 01.7
 DV2013
 DV2013                          SUPERSEDED SURVEY CONTROL
 DV2013
 DV2013  NAD 83(1986)-  33 30 36.46639(N)    112 03 26.48533(W) AD(       ) 4
 DV2013  NAD 27      -  33 30 36.31400(N)    112 03 23.95000(W) AD(       ) 3
 DV2013
 DV2013.Superseded values are not recommended for survey control.
 DV2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2013.See file dsdata.txt to determine how the superseded data were derived.
 DV2013
 DV2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0179608343(NAD 83)
 DV2013_MARKER: 43 = RADIO/TV TOWER
 DV2013
 DV2013  HISTORY     - Date     Condition        Report By
 DV2013  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2013  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DV2013  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 DV2013
 DV2013                          STATION DESCRIPTION
 DV2013
 DV2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2013'STATION IS LOCATED IN THE NORTHWEST CORNER OF INTERSECTION
 DV2013'AT EAST CAMELBACK ROAD AND NORTH 12TH STREET IN PHOENIX.
 DV2013'
 DV2013'STATION IS THE TOP OF A 4 LEG RADIO TOWER THAT IS PAINTED
 DV2013'RED AND WHITE, IS APPROXIMATELY 285 FEET HIGH AND HAS A
 DV2013'RED LIGHT ON TOP.
 DV2013'
 DV2013'POINT INTERSECTED WAS TOP AND CENTER.
 DV2013
 DV2013                          STATION RECOVERY (1988)
 DV2013
 DV2013'RECOVERY NOTE BY US POWER SQUADRON 1988 (CJ)
 DV2013'MARK NOT FOUND.
 DV2013
 DV2013                          STATION RECOVERY (2006)
 DV2013
 DV2013'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2013'THE AREA IS NOW THE COULTER CADILLAC DEALERSHIP. NO RADIO MAST EXISTS
 DV2013'ON THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2093 ***********************************************************************
 DV2093  DESIGNATION -  PHOENIX REYNOLDS ALUM CO TANK
 DV2093  PID         -  DV2093
 DV2093  STATE/COUNTY-  AZ/MARICOPA
 DV2093  USGS QUAD   -  FOWLER (1982)
 DV2093
 DV2093                         *CURRENT SURVEY CONTROL
 DV2093  ___________________________________________________________________
 DV2093* NAD 83(1992)-  33 26 44.57319(N)    112 08 26.30329(W)     ADJUSTED  
 DV2093* NAVD 88     -              **(meters)            **(feet)            
 DV2093  ___________________________________________________________________
 DV2093  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 DV2093  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2093  HORZ ORDER  -  THIRD
 DV2093
 DV2093.The horizontal coordinates were established by classical geodetic methods
 DV2093.and adjusted by the National Geodetic Survey in August 1993.
 DV2093
 DV2093
 DV2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2093
 DV2093.The geoid height was determined by GEOID03.
 DV2093
 DV2093;                    North         East     Units Scale Factor Converg.
 DV2093;SPC AZ C     -   271,202.557   192,536.927   MT  0.99990534   -0 07 24.4
 DV2093;SPC AZ C     -   889,772.17    631,682.83   iFT  0.99990534   -0 07 24.4
 DV2093;UTM  12      - 3,701,282.366   393,982.390   MT  0.99973857   -0 37 43.4
 DV2093
 DV2093                          SUPERSEDED SURVEY CONTROL
 DV2093
 DV2093  NAD 83(1986)-  33 26 44.56729(N)    112 08 26.30912(W) AD(       ) 4
 DV2093  NAD 27      -  33 26 44.41000(N)    112 08 23.76700(W) AD(       ) 3
 DV2093
 DV2093.Superseded values are not recommended for survey control.
 DV2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2093.See file dsdata.txt to determine how the superseded data were derived.
 DV2093
 DV2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9398201282(NAD 83)
 DV2093_MARKER: 51 = TANK
 DV2093
 DV2093  HISTORY     - Date     Condition        Report By
 DV2093  HISTORY     - 1947     FIRST OBSERVED   CGS
 DV2093  HISTORY     - 1953     GOOD             CGS
 DV2093  HISTORY     - 1962     GOOD             CGS
 DV2093  HISTORY     - 20060918 MARK NOT FOUND   GEOCAC
 DV2093
 DV2093                          STATION DESCRIPTION
 DV2093
 DV2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2093'IN PHOENIX, AT THE REYNOLDS ALUMINUM PLANT ON THE 3400 BLOCK
 DV2093'OF WEST VAN BUREN STREET, AN ALUMINUM PAINTED, METAL WATER
 DV2093'TANK, 60 FEET SOUTHEAST OF THE POWER PLANT AND APPROXIMATELY
 DV2093'135 FEET HIGH.  THE POINT OBSERVED ON WAS THE SMALL BALL ATOP
 DV2093'CENTER OF TANK.
 DV2093
 DV2093                          STATION RECOVERY (1953)
 DV2093
 DV2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2093'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 DV2093'ADEQUATE.
 DV2093
 DV2093                          STATION RECOVERY (1962)
 DV2093
 DV2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2093'STATION IS LOCATED IN THE SOUTHWEST PART OF PHOENIX, 0.65
 DV2093'MILE NORTH OF WEST BUCKEYE ROAD (U.S. 80), 0.3 MILE WEST OF
 DV2093'35TH AVENUE, 0.1 MILE NORTH OF THE RAILROAD TRACKS AND IS ON
 DV2093'THE SOUTH SIDE OF THE BUILDINGS.
 DV2093'
 DV2093'STATION HAS 4 LEGS, PAINTED SILVER AND IS APPROXIMATELY
 DV2093'120 FEET HIGH.
 DV2093'
 DV2093'POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DV2093
 DV2093                          STATION RECOVERY (2006)
 DV2093
 DV2093'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2093'NO TANK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2099 ***********************************************************************
 DV2099  DESIGNATION -  PHOENIX REYNOLDS ALUM CO STK
 DV2099  PID         -  DV2099
 DV2099  STATE/COUNTY-  AZ/MARICOPA
 DV2099  USGS QUAD   -  FOWLER (1982)
 DV2099
 DV2099                         *CURRENT SURVEY CONTROL
 DV2099  ___________________________________________________________________
 DV2099* NAD 83(1992)-  33 26 45.70470(N)    112 08 27.27486(W)     ADJUSTED  
 DV2099* NAVD 88     -              **(meters)            **(feet)            
 DV2099  ___________________________________________________________________
 DV2099  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 DV2099  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV2099  HORZ ORDER  -  THIRD
 DV2099
 DV2099.The horizontal coordinates were established by classical geodetic methods
 DV2099.and adjusted by the National Geodetic Survey in August 1993.
 DV2099
 DV2099
 DV2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2099
 DV2099.The geoid height was determined by GEOID03.
 DV2099
 DV2099;                    North         East     Units Scale Factor Converg.
 DV2099;SPC AZ C     -   271,237.468   192,511.911   MT  0.99990536   -0 07 24.9
 DV2099;SPC AZ C     -   889,886.71    631,600.76   iFT  0.99990536   -0 07 24.9
 DV2099;UTM  12      - 3,701,317.491   393,957.687   MT  0.99973864   -0 37 43.9
 DV2099
 DV2099                          SUPERSEDED SURVEY CONTROL
 DV2099
 DV2099  NAD 83(1986)-  33 26 45.69880(N)    112 08 27.28057(W) AD(       ) 4
 DV2099  NAD 27      -  33 26 45.54400(N)    112 08 24.73900(W) AD(       ) 3
 DV2099
 DV2099.Superseded values are not recommended for survey control.
 DV2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2099.See file dsdata.txt to determine how the superseded data were derived.
 DV2099
 DV2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9395801317(NAD 83)
 DV2099_MARKER: 63 = STACK
 DV2099
 DV2099  HISTORY     - Date     Condition        Report By
 DV2099  HISTORY     - 1947     FIRST OBSERVED   CGS
 DV2099  HISTORY     - 1953     GOOD             CGS
 DV2099  HISTORY     - 1960     GOOD             CGS
 DV2099  HISTORY     - 20060918 MARK NOT FOUND   GEOCAC
 DV2099
 DV2099                          STATION DESCRIPTION
 DV2099
 DV2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2099'IN PHOENIX, AT THE REYNOLDS ALUMINUM PLANT ON THE 3400 BLOCK
 DV2099'OF WEST VAN BUREN STREET, 25 FEET NORTH OF THE POWER PLANT, A
 DV2099'RED BRICK, CIRCULAR STACK ABOUT 175 FEET HIGH.  THE POINT
 DV2099'OBSERVED ON WAS THE CENTER OF THE TOP.
 DV2099
 DV2099                          STATION RECOVERY (1953)
 DV2099
 DV2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2099'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 DV2099'ADEQUATE.
 DV2099
 DV2099                          STATION RECOVERY (1960)
 DV2099
 DV2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 DV2099'STATION RECOVERED AS DESCRIBED.
 DV2099
 DV2099                          STATION RECOVERY (2006)
 DV2099
 DV2099'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2099'NO STACK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0474 ***********************************************************************
 DV0474  DESIGNATION -  PHOENIX RM 2
 DV0474  PID         -  DV0474
 DV0474  STATE/COUNTY-  AZ/MARICOPA
 DV0474  USGS QUAD   -  PHOENIX (1982)
 DV0474
 DV0474                         *CURRENT SURVEY CONTROL
 DV0474  ___________________________________________________________________
 DV0474* NAD 83(1986)-  33 25 19.     (N)    112 04 49.     (W)     SCALED    
 DV0474* NAVD 88     -       326.29   (+/-2cm)    1070.5    (feet)  VERTCON   
 DV0474  ___________________________________________________________________
 DV0474  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0474
 DV0474.The horizontal coordinates were scaled from a topographic map and have
 DV0474.an estimated accuracy of +/- 6 seconds.
 DV0474
 DV0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0474.The vertical order pertains to the NGVD 29 superseded value.
 DV0474
 DV0474.The geoid height was determined by GEOID03.
 DV0474
 DV0474;                    North         East    Units  Estimated Accuracy
 DV0474;SPC AZ C     -   268,560.      198,150.      MT  (+/- 180 meters Scaled)
 DV0474
 DV0474                          SUPERSEDED SURVEY CONTROL
 DV0474
 DV0474  NGVD 29 (??/??/92)  325.636  (m)         1068.36   (f) ADJ UNCH    2 0
 DV0474
 DV0474.Superseded values are not recommended for survey control.
 DV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0474.See file dsdata.txt to determine how the superseded data were derived.
 DV0474
 DV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB995985(NAD 83)
 DV0474_MARKER: DR = REFERENCE MARK DISK
 DV0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0474_STAMPING: PHONEIX NO 2 1935
 DV0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0474+STABILITY: SURFACE MOTION
 DV0474
 DV0474  HISTORY     - Date     Condition        Report By
 DV0474  HISTORY     - 1935     MONUMENTED       CGS
 DV0474  HISTORY     - 1962     GOOD             NGS
 DV0474  HISTORY     - 1967     GOOD             NGS
 DV0474
 DV0474                          STATION DESCRIPTION
 DV0474
 DV0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0474'IN PHOENIX.
 DV0474'ABOUT 0.10 MILE WEST ALONG THE SOUTHERN PACIFIC CO RAILROAD FROM THE
 DV0474'UNION STATION AT PHOENIX, THENCE 1.2 MILES SOUTH ALONG 7TH AVENUE TO
 DV0474'THE OVERPASS OF INTERSTATE HIGHWAY 10, THENCE CONTINUE SOUTH ALONG 7TH
 DV0474'AVENUE FOR 0.45 MILE TO A MEAT PACKING PLANT ON THE RIGHT, (MARICOPA
 DV0474'PACKING CO), THENCE EAST ALONG AN ALLEY FOR 0.15 MILE TO WHERE THE
 DV0474'ALLEY MAKES A SHARP TURN TO THE NORTH, 9 FEET NORTH OF THE CENTER OF
 DV0474'THE ALLEY, 98 FEET WEST OF A STREET LIGHT POLE, 34.5 FEET EAST OF A
 DV0474'STREET LIGHT POLE, 103.6 FEET NORTHWEST OF TRIANGULATION STATION
 DV0474'PHOENIX, 105.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT ABOVE
 DV0474'THE LEVEL OF THE ALLEY, AND SET IN TOP OF A CONCRETE POST PROJECTING 5
 DV0474'INCHES.
 DV0474
 DV0474                          STATION RECOVERY (1967)
 DV0474
 DV0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2072 ***********************************************************************
 DV2072  DESIGNATION -  PHOENIX SAFEWAY FOODS TANK
 DV2072  PID         -  DV2072
 DV2072  STATE/COUNTY-  AZ/MARICOPA
 DV2072  USGS QUAD   -  PHOENIX (1982)
 DV2072
 DV2072                         *CURRENT SURVEY CONTROL
 DV2072  ___________________________________________________________________
 DV2072* NAD 83(1992)-  33 25 36.89326(N)    112 05 32.63502(W)     ADJUSTED  
 DV2072* NAVD 88     -              **(meters)            **(feet)            
 DV2072  ___________________________________________________________________
 DV2072  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 DV2072  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DV2072  HORZ ORDER  -  THIRD
 DV2072
 DV2072.The horizontal coordinates were established by classical geodetic methods
 DV2072.and adjusted by the National Geodetic Survey in August 1993.
 DV2072
 DV2072
 DV2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2072
 DV2072.The geoid height was determined by GEOID03.
 DV2072
 DV2072;                    North         East     Units Scale Factor Converg.
 DV2072;SPC AZ C     -   269,108.991   197,018.455   MT  0.99990329   -0 05 48.5
 DV2072;SPC AZ C     -   882,903.51    646,386.01   iFT  0.99990329   -0 05 48.5
 DV2072;UTM  12      - 3,699,149.736   398,444.521   MT  0.99972715   -0 36 06.6
 DV2072
 DV2072                          SUPERSEDED SURVEY CONTROL
 DV2072
 DV2072  NAD 83(1986)-  33 25 36.88759(N)    112 05 32.64042(W) AD(       ) 4
 DV2072  NAD 27      -  33 25 36.72800(N)    112 05 30.10300(W) AD(       ) 3
 DV2072
 DV2072.Superseded values are not recommended for survey control.
 DV2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2072.See file dsdata.txt to determine how the superseded data were derived.
 DV2072
 DV2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9844599150(NAD 83)
 DV2072_MARKER: 53 = ELEVATED TANK
 DV2072
 DV2072  HISTORY     - Date     Condition        Report By
 DV2072  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2072
 DV2072                          STATION DESCRIPTION
 DV2072
 DV2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2072'THE STATION IS LOCATED IN THE SOUTH PART OF PHOENIX, 0.1 MILE
 DV2072'SOUTH OF BLACK CANYON HIGHWAY AND AT THE INTERSECTION OF SOUTH
 DV2072'15 TH. AVENUE AND WEST HILTON STREET.
 DV2072'
 DV2072'STATION HAS 4 LEGS, PAINTED SILVER AND IS APPROXIMATELY 120
 DV2072'FEET HIGH.
 DV2072'
 DV2072'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2069 ***********************************************************************
 DV2069  DESIGNATION -  PHOENIX SKY HARBOR MUN APT TWR
 DV2069  PID         -  DV2069
 DV2069  STATE/COUNTY-  AZ/MARICOPA
 DV2069  USGS QUAD   -  PHOENIX (1982)
 DV2069
 DV2069                         *CURRENT SURVEY CONTROL
 DV2069  ___________________________________________________________________
 DV2069* NAD 83(1992)-  33 26 07.70482(N)    112 00 56.12135(W)     ADJUSTED  
 DV2069* NAVD 88     -              **(meters)            **(feet)            
 DV2069  ___________________________________________________________________
 DV2069  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DV2069  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2069  HORZ ORDER  -  THIRD
 DV2069
 DV2069.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DV2069
 DV2069.The horizontal coordinates were established by classical geodetic methods
 DV2069.and adjusted by the National Geodetic Survey in August 1993.
 DV2069
 DV2069
 DV2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2069
 DV2069.The geoid height was determined by GEOID03.
 DV2069
 DV2069;                    North         East     Units Scale Factor Converg.
 DV2069;SPC AZ C     -   270,048.737   204,161.965   MT  0.99990104   -0 03 16.2
 DV2069;SPC AZ C     -   885,986.67    669,822.72   iFT  0.99990104   -0 03 16.2
 DV2069;UTM  12      - 3,700,026.315   405,594.723   MT  0.99970988   -0 33 34.7
 DV2069
 DV2069                          SUPERSEDED SURVEY CONTROL
 DV2069
 DV2069  NAD 83(1986)-  33 26 07.69903(N)    112 00 56.12680(W) AD(       ) 4
 DV2069  NAD 27      -  33 26 07.54000(N)    112 00 53.59400(W) AD(       ) 3
 DV2069
 DV2069.Superseded values are not recommended for survey control.
 DV2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2069.See file dsdata.txt to determine how the superseded data were derived.
 DV2069
 DV2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0559500026(NAD 83)
 DV2069_MARKER: 21 = AIRPORT BEACON
 DV2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2069+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DV2069
 DV2069  HISTORY     - Date     Condition        Report By
 DV2069  HISTORY     - 1959     FIRST OBSERVED   CGS
 DV2069  HISTORY     - 1960     GOOD             CGS
 DV2069  HISTORY     - 1962     GOOD             CGS
 DV2069  HISTORY     - 1967     GOOD             CGS
 DV2069  HISTORY     - 1978     GOOD             NGS
 DV2069  HISTORY     - 20061001 GOOD             GEOCAC
 DV2069
 DV2069                          STATION DESCRIPTION
 DV2069
 DV2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV2069'LOCATED AT THE SKY HARBOR MUNICIPAL AIRPORT, PHOENIX, JUST
 DV2069'EAST OF THE ADMINISTRATION BUILDINGS.
 DV2069'
 DV2069'OBJECT OBSERVED IS THE ROTATING BEACON IN THE CENTER OF THE
 DV2069'ROOF OF THE CONTROL TOWER, THE TALLEST STRUCTURE IN THE
 DV2069'IMMEDIATE VICINITY, RESTING ON A SINGLE CYLINDERICAL SUPPORT.
 DV2069
 DV2069                          STATION RECOVERY (1960)
 DV2069
 DV2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 DV2069'STATION RECOVERED AS DESCRIBED.
 DV2069
 DV2069                          STATION RECOVERY (1962)
 DV2069
 DV2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2069'STATION IS LOCATED IN THE EAST PART OF PHOENIX AND IS NEAR
 DV2069'THE MAIN TERMINAL BUILDING AT THE SKY HARBOR MUNICIPAL
 DV2069'AIRPORT.
 DV2069'
 DV2069'STATION IS A ROUND STEEL TUBE 9 FEET IN DIAMETER WITH A GLASS
 DV2069'ENCLOSED CONTROL ROOM ON TOP AND IS 107 FEET HIGH.
 DV2069'
 DV2069'POINT INTERSECTED WAS THE BEACON ON TOP OF THE CONTROL TOWER.
 DV2069
 DV2069                          STATION RECOVERY (1967)
 DV2069
 DV2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2069'THIS STATION WAS RECOVERED AS DESCRIBED.  THIS IS THE SAME
 DV2069'POSITION AS THE AIRPORT BEACON, AS THIS WAS THE POINTING
 DV2069'USED IN THE 1962, 63 SURVEY.
 DV2069
 DV2069                          STATION RECOVERY (1978)
 DV2069
 DV2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DV2069'THE STATION WAS RECOVERED AS DESCRIBED.  THERE IS NOW A NEW CONTROL
 DV2069'TOWER ON THE AIRPORT AND THIS OLD TOWER IS NO LONGER IN USE.
 DV2069'
 DV2069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX-SKY
 DV2069'HARBOR INTERNATIONAL AIRPORT.
 DV2069
 DV2069                          STATION RECOVERY (2006)
 DV2069
 DV2069'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2069'RECOVERED AS DESCRIBED AT N33  26.167 W112  00.569, ON THE SOUTH EDGE
 DV2069'OF  PHOENIX SKY HARBOR AIRPORT. IT IS NOW A PART OF THE CUTTER
 DV2069'AVIATION COMPLEX AT 2802 EAST OLD TOWER ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2074 ***********************************************************************
 DV2074  DESIGNATION -  PHOENIX ST CAPITAL BLDG DOME
 DV2074  PID         -  DV2074
 DV2074  STATE/COUNTY-  AZ/MARICOPA
 DV2074  USGS QUAD   -  PHOENIX (1982)
 DV2074
 DV2074                         *CURRENT SURVEY CONTROL
 DV2074  ___________________________________________________________________
 DV2074* NAD 83(1992)-  33 26 53.22718(N)    112 05 49.22957(W)     ADJUSTED  
 DV2074* NAVD 88     -              **(meters)            **(feet)            
 DV2074  ___________________________________________________________________
 DV2074  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 DV2074  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV2074  HORZ ORDER  -  THIRD
 DV2074
 DV2074.The horizontal coordinates were established by classical geodetic methods
 DV2074.and adjusted by the National Geodetic Survey in August 1993.
 DV2074
 DV2074
 DV2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2074
 DV2074.The geoid height was determined by GEOID03.
 DV2074
 DV2074;                    North         East     Units Scale Factor Converg.
 DV2074;SPC AZ C     -   271,461.263   196,593.881   MT  0.99990346   -0 05 57.8
 DV2074;SPC AZ C     -   890,620.94    644,993.05   iFT  0.99990346   -0 05 57.8
 DV2074;UTM  12      - 3,701,505.246   398,040.773   MT  0.99972816   -0 36 16.9
 DV2074
 DV2074                          SUPERSEDED SURVEY CONTROL
 DV2074
 DV2074  NAD 83(1986)-  33 26 53.22137(N)    112 05 49.23497(W) AD(       ) 4
 DV2074  NAD 27      -  33 26 53.06300(N)    112 05 46.69700(W) AD(       ) 3
 DV2074
 DV2074.Superseded values are not recommended for survey control.
 DV2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2074.See file dsdata.txt to determine how the superseded data were derived.
 DV2074
 DV2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9804101505(NAD 83)
 DV2074_MARKER: 87 = DOME
 DV2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2074+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2007
 DV2074
 DV2074  HISTORY     - Date     Condition        Report By
 DV2074  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2074  HISTORY     - 20030406 GOOD             NGS
 DV2074  HISTORY     - 20061025 GOOD             GEOCAC
 DV2074  HISTORY     - 20071118 GOOD             GEOCAC
 DV2074
 DV2074                          STATION DESCRIPTION
 DV2074
 DV2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2074'THE STATION IS 1-1/2 MILES WEST OF CENTRAL AVENUE, IS ON
 DV2074'THE WEST SIDE OF 17 TH. AVENUE AND IS BETWEEN W JEFFERSON
 DV2074'STREET AND W ADAMS STREET.
 DV2074'
 DV2074'STATION IS THE COPPER DOME ON TOP OF THE MAIN BUILDING AND
 DV2074'IS APPROXIMATELY 100 FEET HIGH.
 DV2074'
 DV2074'THE POINT INTERSECTED WAS THE TOP AND CENTER OF DOME JUST
 DV2074'UNDER THE WHITE STATUE ON TOP OF DOME.
 DV2074
 DV2074                          STATION RECOVERY (2003)
 DV2074
 DV2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DV2074'RECOVERED IN GOOD CONDITION.
 DV2074
 DV2074                          STATION RECOVERY (2006)
 DV2074
 DV2074'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2074'RECOVERED IN GOOD CONDITION.
 DV2074
 DV2074                          STATION RECOVERY (2007)
 DV2074
 DV2074'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 DV2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2068 ***********************************************************************
 DV2068  DESIGNATION -  PHOENIX STATE HOSPITAL TANK
 DV2068  PID         -  DV2068
 DV2068  STATE/COUNTY-  AZ/MARICOPA
 DV2068  USGS QUAD   -  PHOENIX (1982)
 DV2068
 DV2068                         *CURRENT SURVEY CONTROL
 DV2068  ___________________________________________________________________
 DV2068* NAD 83(1992)-  33 27 15.32709(N)    112 01 31.94961(W)     ADJUSTED  
 DV2068* NAVD 88     -              **(meters)            **(feet)            
 DV2068  ___________________________________________________________________
 DV2068  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DV2068  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV2068  HORZ ORDER  -  THIRD
 DV2068
 DV2068.The horizontal coordinates were established by classical geodetic methods
 DV2068.and adjusted by the National Geodetic Survey in August 1993.
 DV2068
 DV2068
 DV2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2068
 DV2068.The geoid height was determined by GEOID03.
 DV2068
 DV2068;                    North         East     Units Scale Factor Converg.
 DV2068;SPC AZ C     -   272,132.830   203,238.760   MT  0.99990126   -0 03 36.1
 DV2068;SPC AZ C     -   892,824.25    666,793.83   iFT  0.99990126   -0 03 36.1
 DV2068;UTM  12      - 3,702,118.069   404,690.105   MT  0.99971199   -0 33 55.4
 DV2068
 DV2068                          SUPERSEDED SURVEY CONTROL
 DV2068
 DV2068  NAD 83(1986)-  33 27 15.32126(N)    112 01 31.95501(W) AD(       ) 4
 DV2068  NAD 27      -  33 27 15.16300(N)    112 01 29.42400(W) AD(       ) 3
 DV2068
 DV2068.Superseded values are not recommended for survey control.
 DV2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2068.See file dsdata.txt to determine how the superseded data were derived.
 DV2068
 DV2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0469002118(NAD 83)
 DV2068_MARKER: 51 = TANK
 DV2068
 DV2068  HISTORY     - Date     Condition        Report By
 DV2068  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2068  HISTORY     - 1967     GOOD             CGS
 DV2068  HISTORY     - 1978     GOOD             NGS
 DV2068  HISTORY     - 20080303 MARK NOT FOUND   GEOCAC
 DV2068
 DV2068                          STATION DESCRIPTION
 DV2068
 DV2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2068'THIS STATION WAS RECOVERED AS DESCRIBED.
 DV2068
 DV2068                          STATION RECOVERY (1978)
 DV2068
 DV2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DV2068'RECOVERED AS DESCRIBED.
 DV2068'
 DV2068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PHOENIX.
 DV2068
 DV2068                          STATION RECOVERY (2008)
 DV2068
 DV2068'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2068'NO ELEVATED WATER TANK AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2114 ***********************************************************************
 DU2114  DESIGNATION -  PHOENIX TUCSON AWY BCN 3 A
 DU2114  PID         -  DU2114
 DU2114  STATE/COUNTY-  AZ/PINAL
 DU2114  USGS QUAD   -  SACATON (1981)
 DU2114
 DU2114                         *CURRENT SURVEY CONTROL
 DU2114  ___________________________________________________________________
 DU2114* NAD 83(1992)-  33 02 40.42508(N)    111 43 59.95363(W)     ADJUSTED  
 DU2114* NAVD 88     -              **(meters)            **(feet)            
 DU2114  ___________________________________________________________________
 DU2114  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DU2114  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU2114  HORZ ORDER  -  THIRD
 DU2114
 DU2114.The horizontal coordinates were established by classical geodetic methods
 DU2114.and adjusted by the National Geodetic Survey in August 1993.
 DU2114
 DU2114
 DU2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2114
 DU2114.The geoid height was determined by GEOID03.
 DU2114
 DU2114;                    North         East     Units Scale Factor Converg.
 DU2114;SPC AZ C     -   226,708.188   230,483.974   MT  0.99990361   +0 05 59.9
 DU2114;SPC AZ C     -   743,793.27    756,181.02   iFT  0.99990361   +0 05 59.9
 DU2114;UTM  12      - 3,656,466.105   431,529.953   MT  0.99965780   -0 23 59.6
 DU2114
 DU2114                          SUPERSEDED SURVEY CONTROL
 DU2114
 DU2114  NAD 83(1986)-  33 02 40.41770(N)    111 43 59.95693(W) AD(       ) 4
 DU2114  NAD 27      -  33 02 40.21200(N)    111 43 57.46600(W) AD(       ) 3
 DU2114
 DU2114.Superseded values are not recommended for survey control.
 DU2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2114.See file dsdata.txt to determine how the superseded data were derived.
 DU2114
 DU2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3153056466(NAD 83)
 DU2114_MARKER: 22 = AIRWAY BEACON
 DU2114
 DU2114  HISTORY     - Date     Condition        Report By
 DU2114  HISTORY     - 1938     FIRST OBSERVED   CGS
 DU2114  HISTORY     - 20071023 MARK NOT FOUND   GEOCAC
 DU2114
 DU2114                          STATION DESCRIPTION
 DU2114
 DU2114'DESCRIBED BY GEOCACHING 2007 (ACM)
 DU2114'THERE IS NO LONGER AN AIRWAY BEACON AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2134 ***********************************************************************
 DU2134  DESIGNATION -  PHOENIX TUCSON AWY BCN 2
 DU2134  PID         -  DU2134
 DU2134  STATE/COUNTY-  AZ/PINAL
 DU2134  USGS QUAD   -  GILA BUTTE (1981)
 DU2134
 DU2134                         *CURRENT SURVEY CONTROL
 DU2134  ___________________________________________________________________
 DU2134* NAD 83(1992)-  33 11 18.98450(N)    111 48 24.35006(W)     ADJUSTED  
 DU2134* NAVD 88     -              **(meters)            **(feet)            
 DU2134  ___________________________________________________________________
 DU2134  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DU2134  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU2134  HORZ ORDER  -  THIRD
 DU2134
 DU2134.The horizontal coordinates were established by classical geodetic methods
 DU2134.and adjusted by the National Geodetic Survey in August 1993.
 DU2134
 DU2134
 DU2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2134
 DU2134.The geoid height was determined by GEOID03.
 DU2134
 DU2134;                    North         East     Units Scale Factor Converg.
 DU2134;SPC AZ C     -   242,672.483   223,607.836   MT  0.99990129   +0 03 36.6
 DU2134;SPC AZ C     -   796,169.56    733,621.51   iFT  0.99990129   +0 03 36.6
 DU2134;UTM  12      - 3,672,486.069   424,795.231   MT  0.99966973   -0 26 29.9
 DU2134
 DU2134                          SUPERSEDED SURVEY CONTROL
 DU2134
 DU2134  NAD 83(1986)-  33 11 18.97804(N)    111 48 24.35368(W) AD(       ) 4
 DU2134  NAD 27      -  33 11 18.80800(N)    111 48 21.85800(W) AD(       ) 3
 DU2134
 DU2134.Superseded values are not recommended for survey control.
 DU2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2134.See file dsdata.txt to determine how the superseded data were derived.
 DU2134
 DU2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2479572486(NAD 83)
 DU2134_MARKER: 22 = AIRWAY BEACON
 DU2134
 DU2134  HISTORY     - Date     Condition        Report By
 DU2134  HISTORY     - 1938     FIRST OBSERVED   CGS
 DU2134  HISTORY     - 20071023 MARK NOT FOUND   GEOCAC
 DU2134
 DU2134                          STATION DESCRIPTION
 DU2134
 DU2134'DESCRIBED BY GEOCACHING 2007 (ACM)
 DU2134'THERE IS NO LONGER AN AIRWAY BEACON AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2077 ***********************************************************************
 DV2077  DESIGNATION -  PHOENIX TV STA KPHO RELAY TWR
 DV2077  PID         -  DV2077
 DV2077  STATE/COUNTY-  AZ/MARICOPA
 DV2077  USGS QUAD   -  PHOENIX (1982)
 DV2077
 DV2077                         *CURRENT SURVEY CONTROL
 DV2077  ___________________________________________________________________
 DV2077* NAD 83(1992)-  33 27 18.28675(N)    112 04 27.08492(W)     ADJUSTED  
 DV2077* NAVD 88     -              **(meters)            **(feet)            
 DV2077  ___________________________________________________________________
 DV2077  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DV2077  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV2077  HORZ ORDER  -  THIRD
 DV2077
 DV2077.The horizontal coordinates were established by classical geodetic methods
 DV2077.and adjusted by the National Geodetic Survey in August 1993.
 DV2077
 DV2077
 DV2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2077
 DV2077.The geoid height was determined by GEOID03.
 DV2077
 DV2077;                    North         East     Units Scale Factor Converg.
 DV2077;SPC AZ C     -   272,229.801   198,716.409   MT  0.99990264   -0 05 12.6
 DV2077;SPC AZ C     -   893,142.39    651,956.72   iFT  0.99990264   -0 05 12.6
 DV2077;UTM  12      - 3,702,254.901   400,169.619   MT  0.99972287   -0 35 32.0
 DV2077
 DV2077                          SUPERSEDED SURVEY CONTROL
 DV2077
 DV2077  NAD 83(1986)-  33 27 18.28096(N)    112 04 27.09047(W) AD(       ) 4
 DV2077  NAD 27      -  33 27 18.12400(N)    112 04 24.55600(W) AD(       ) 3
 DV2077
 DV2077.Superseded values are not recommended for survey control.
 DV2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2077.See file dsdata.txt to determine how the superseded data were derived.
 DV2077
 DV2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0017002255(NAD 83)
 DV2077_MARKER: 43 = RADIO/TV TOWER
 DV2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2077+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2006
 DV2077
 DV2077  HISTORY     - Date     Condition        Report By
 DV2077  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2077  HISTORY     - 1963     GOOD             CGS
 DV2077  HISTORY     - 1967     GOOD             CGS
 DV2077  HISTORY     - 1976     GOOD             NGS
 DV2077  HISTORY     - 20051031 GOOD             GEOCAC
 DV2077  HISTORY     - 20061203 GOOD             GEOCAC
 DV2077
 DV2077                          STATION DESCRIPTION
 DV2077
 DV2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2077'THE STATION IS LOCATED IN THE CENTRAL PART OF PHOENIX, AT
 DV2077'THE INTERSECTION OF NORTH CENTRAL AVENUE AND WEST FILLMORE
 DV2077'STREET AND IS ON TOP OF THE WESTWARD HO HOTEL.
 DV2077'
 DV2077'STATION IS A STEEL TOWER PAINTED RED AND WHITE AND IS APPROXIMATELY
 DV2077'457 FEET HIGH.
 DV2077'
 DV2077'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 DV2077
 DV2077                          STATION RECOVERY (1963)
 DV2077
 DV2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2077'STATION WAS RECOVERED AS DESCRIBED.
 DV2077
 DV2077                          STATION RECOVERY (1967)
 DV2077
 DV2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2077'THIS STATION WAS RECOVERED AS DESCRIBED.
 DV2077
 DV2077                          STATION RECOVERY (1976)
 DV2077
 DV2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DV2077'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DV2077'DESCRIBED.
 DV2077'
 DV2077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX.
 DV2077
 DV2077                          STATION RECOVERY (2005)
 DV2077
 DV2077'RECOVERY NOTE BY GEOCACHING 2005
 DV2077'RECOVERED IN GOOD CONDITION BY HANSOHN
 DV2077
 DV2077                          STATION RECOVERY (2006)
 DV2077
 DV2077'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2080 ***********************************************************************
 DV2080  DESIGNATION -  PHOENIX TV STATION KTVK TOWER
 DV2080  PID         -  DV2080
 DV2080  STATE/COUNTY-  AZ/MARICOPA
 DV2080  USGS QUAD   -  LONE BUTTE (1973)
 DV2080
 DV2080                         *CURRENT SURVEY CONTROL
 DV2080  ___________________________________________________________________
 DV2080* NAD 83(1992)-  33 20 01.15409(N)    112 03 47.61063(W)     ADJUSTED  
 DV2080* NAVD 88     -              **(meters)            **(feet)            
 DV2080  ___________________________________________________________________
 DV2080  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DV2080  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2080  HORZ ORDER  -  THIRD
 DV2080
 DV2080.The horizontal coordinates were established by classical geodetic methods
 DV2080.and adjusted by the National Geodetic Survey in August 1993.
 DV2080
 DV2080
 DV2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2080
 DV2080.The geoid height was determined by GEOID03.
 DV2080
 DV2080;                    North         East     Units Scale Factor Converg.
 DV2080;SPC AZ C     -   258,762.129   199,716.779   MT  0.99990229   -0 04 49.9
 DV2080;SPC AZ C     -   848,957.12    655,238.78   iFT  0.99990229   -0 04 49.9
 DV2080;UTM  12      - 3,688,781.376   401,051.188   MT  0.99972071   -0 35 03.5
 DV2080
 DV2080                          SUPERSEDED SURVEY CONTROL
 DV2080
 DV2080  NAD 83(1986)-  33 20 01.14780(N)    112 03 47.61560(W) AD(       ) 4
 DV2080  NAD 27      -  33 20 00.98000(N)    112 03 45.08700(W) AD(       ) 3
 DV2080
 DV2080.Superseded values are not recommended for survey control.
 DV2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2080.See file dsdata.txt to determine how the superseded data were derived.
 DV2080
 DV2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0105188781(NAD 83)
 DV2080_MARKER: 43 = RADIO/TV TOWER
 DV2080
 DV2080  HISTORY     - Date     Condition        Report By
 DV2080  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2080  HISTORY     - 1967     GOOD             CGS
 DV2080
 DV2080                          STATION DESCRIPTION
 DV2080
 DV2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2080'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE CENTER
 DV2080'OF PHOENIX AND IS ON A HIGH HILL IN SOUTH MOUNTAIN PARK.
 DV2080'
 DV2080'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CENTRAL
 DV2080'AVENUE AND BASELINE ROAD IN THE SOUTH EDGE OF PHOENIX, GO SOUTH
 DV2080'ON SOUTH CENTRAL AVENUE FOR 2.45 MILES TO A TOLL GATE AND
 DV2080'THE ENTRANCE TO SOUTH MOUNTAIN PARK, CONTINUE SOUTH FOR 0.15
 DV2080'MILE TO A CROSSROAD, CONTINUE SOUTHERLY FOR 1.3 MILES TO FORKS,
 DV2080'KEEP LEFT FORK AND EASTERLY UP GRADE FOR 3.35 MILES TO A SIDE
 DV2080'ROAD RIGHT, TURN RIGHT, GO SOUTHEASTERLY FOR 0.8 MILE TO A SIDE
 DV2080'ROAD RIGHT, TURN RIGHT, GO SOUTHWESTERLY FOR 1.25 MILES TO
 DV2080'A SIDE ROAD RIGHT, TURN RIGHT, GO NORTHERLY FOR 0.15 MILE TO
 DV2080'THE STATION.
 DV2080'
 DV2080'STATION IS THE 2ND TOWER FROM THE EAST OF FOUR, IS PAINTED
 DV2080'RED AND WHITE WITH A RED LIGHT ON TOP AND IS 258 FEET HIGH.
 DV2080'
 DV2080'POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 DV2080
 DV2080                          STATION RECOVERY (1967)
 DV2080
 DV2080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2080'THIS STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2082 ***********************************************************************
 DV2082  DESIGNATION -  PHOENIX TV STATION KTAR TOWER
 DV2082  PID         -  DV2082
 DV2082  STATE/COUNTY-  AZ/MARICOPA
 DV2082  USGS QUAD   -  LONE BUTTE (1973)
 DV2082
 DV2082                         *CURRENT SURVEY CONTROL
 DV2082  ___________________________________________________________________
 DV2082* NAD 83(1992)-  33 19 59.55587(N)    112 03 50.65406(W)     ADJUSTED  
 DV2082* NAVD 88     -              **(meters)            **(feet)            
 DV2082  ___________________________________________________________________
 DV2082  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DV2082  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2082  HORZ ORDER  -  THIRD
 DV2082
 DV2082.The horizontal coordinates were established by classical geodetic methods
 DV2082.and adjusted by the National Geodetic Survey in August 1993.
 DV2082
 DV2082
 DV2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2082
 DV2082.The geoid height was determined by GEOID03.
 DV2082
 DV2082;                    North         East     Units Scale Factor Converg.
 DV2082;SPC AZ C     -   258,713.006   199,638.010   MT  0.99990232   -0 04 51.6
 DV2082;SPC AZ C     -   848,795.95    654,980.35   iFT  0.99990232   -0 04 51.6
 DV2082;UTM  12      - 3,688,732.956   400,972.005   MT  0.99972090   -0 35 05.1
 DV2082
 DV2082                          SUPERSEDED SURVEY CONTROL
 DV2082
 DV2082  NAD 83(1986)-  33 19 59.54997(N)    112 03 50.65944(W) AD(       ) 4
 DV2082  NAD 27      -  33 19 59.38100(N)    112 03 48.12700(W) AD(       ) 3
 DV2082
 DV2082.Superseded values are not recommended for survey control.
 DV2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2082.See file dsdata.txt to determine how the superseded data were derived.
 DV2082
 DV2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0097288733(NAD 83)
 DV2082_MARKER: 43 = RADIO/TV TOWER
 DV2082
 DV2082  HISTORY     - Date     Condition        Report By
 DV2082  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2082  HISTORY     - 1967     GOOD             CGS
 DV2082
 DV2082                          STATION DESCRIPTION
 DV2082
 DV2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2082'STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE CENTER OF PHOENIX
 DV2082'AND IS ON A HIGH HILL IN SOUTH MOUNTAIN PARK.
 DV2082'
 DV2082'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CENTRAL
 DV2082'AVENUE AND BASELINE ROAD IN THE SOUTH EDGE OF PHOENIX, GO
 DV2082'SOUTH ON SOUTH CENTRAL AVENUE FOR 2.45 MILES TO A TOLL GATE
 DV2082'AND ENTRANCE TO SOUTH MOUNTAIN PARK, CONTINUE SOUTHERLY FOR
 DV2082'0.15 MILE TO CROSSROAD, CONTINUE SOUTH AND FOLLOW THE MAIN
 DV2082'ROAD FOR 1.3 MILES TO FORKS, KEEP LEFT FORK AND FOLLOW THE MAIN
 DV2082'ROAD FOR 3.35 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 DV2082'FOLLOW THE MAIN ROAD SOUTHEASTERLY FOR 0.75 MILES TO A SIDE
 DV2082'ROAD RIGHT, FOLLOW SURFACED ROAD SOUTHWESTERLY FOR 1.25 MILE
 DV2082'TO A SIDE ROAD RIGHT, TURN RIGHT, GO NORTHERLY FOR 0.15 MILE
 DV2082'TO THE STATION.
 DV2082'
 DV2082'STATION IS THE WEST ONE OF FOUR TV TOWERS, IS PAINTED RED AND
 DV2082'WHITE WITH A RED LIGHT ON TOP AND IS 350 FEET HIGH.
 DV2082'
 DV2082'POINT INTERSECTED WAS THE RED LIGHT ON TOP CENTER OF MAST.
 DV2082
 DV2082                          STATION RECOVERY (1967)
 DV2082
 DV2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2082'THIS STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2084 ***********************************************************************
 DV2084  DESIGNATION -  PHOENIX TV STATION KOOL TOWER
 DV2084  PID         -  DV2084
 DV2084  STATE/COUNTY-  AZ/MARICOPA
 DV2084  USGS QUAD   -  LONE BUTTE (1973)
 DV2084
 DV2084                         *CURRENT SURVEY CONTROL
 DV2084  ___________________________________________________________________
 DV2084* NAD 83(1992)-  33 20 02.86641(N)    112 03 44.65594(W)     ADJUSTED  
 DV2084* NAVD 88     -              **(meters)            **(feet)            
 DV2084  ___________________________________________________________________
 DV2084  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DV2084  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV2084  HORZ ORDER  -  THIRD
 DV2084
 DV2084.The horizontal coordinates were established by classical geodetic methods
 DV2084.and adjusted by the National Geodetic Survey in August 1993.
 DV2084
 DV2084
 DV2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2084
 DV2084.The geoid height was determined by GEOID03.
 DV2084
 DV2084;                    North         East     Units Scale Factor Converg.
 DV2084;SPC AZ C     -   258,814.770   199,793.256   MT  0.99990227   -0 04 48.3
 DV2084;SPC AZ C     -   849,129.82    655,489.69   iFT  0.99990227   -0 04 48.3
 DV2084;UTM  12      - 3,688,833.334   401,128.112   MT  0.99972052   -0 35 01.9
 DV2084
 DV2084                          SUPERSEDED SURVEY CONTROL
 DV2084
 DV2084  NAD 83(1986)-  33 20 02.86082(N)    112 03 44.66125(W) AD(       ) 4
 DV2084  NAD 27      -  33 20 02.60200(N)    112 03 42.10100(W) AD(       ) 3
 DV2084
 DV2084.Superseded values are not recommended for survey control.
 DV2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2084.See file dsdata.txt to determine how the superseded data were derived.
 DV2084
 DV2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0112888833(NAD 83)
 DV2084_MARKER: 43 = RADIO/TV TOWER
 DV2084
 DV2084  HISTORY     - Date     Condition        Report By
 DV2084  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2084  HISTORY     - 1967     GOOD             CGS
 DV2084
 DV2084                          STATION DESCRIPTION
 DV2084
 DV2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2084'STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE CENTER OF PHOENIX
 DV2084'AND IS ON TOP OF A HIGH HILL IN SOUTH MOUNTAIN PARK.
 DV2084'
 DV2084'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CENTRAL
 DV2084'AVENUE AND BASELINE ROAD IN THE SOUTH PART OF PHOENIX, GO SOUTH
 DV2084'ON SOUTH CENTRAL AVENUE FOR 2.45 MILES TO A TOLL GATE AND
 DV2084'ENTRANCE TO SOUTH MOUNTAIN PARK, CONTINUE SOUTH FOR 0.15 MILE
 DV2084'TO A CROSSROAD, CONTINUE SOUTH FOR 1.3 MILES TO FORKS, KEEP
 DV2084'LEFT FORK AND GO EASTERLY UP GRADE FOR 3.35 MILES TO A SIDE
 DV2084'ROAD RIGHT, TURN RIGHT, GO SOUTHEASTERLY FOR 0.8 MILE TO A
 DV2084'SIDE ROAD RIGHT, TURN RIGHT, GO WESTERLY FOR 1.25 MILES
 DV2084'TO A SIDE ROAD RIGHT, TURN RIGHT, GO NORTHERLY FOR 0.15
 DV2084'MILE TO THE STATION.
 DV2084'
 DV2084'STATION IS A STEEL TOWER PAINTED RED AND WHITE WITH A RED
 DV2084'LIGHT ON THE TOP CENTER AND IS 264 FEET HIGH.
 DV2084'
 DV2084'POINT INTERSECTED WAS THE RED LIGHT ON TOP CENTER.
 DV2084
 DV2084                          STATION RECOVERY (1967)
 DV2084
 DV2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2084'THIS STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2085 ***********************************************************************
 DV2085  DESIGNATION -  PHOENIX TV STATION KPHO TOWER
 DV2085  PID         -  DV2085
 DV2085  STATE/COUNTY-  AZ/MARICOPA
 DV2085  USGS QUAD   -  LONE BUTTE (1973)
 DV2085
 DV2085                         *CURRENT SURVEY CONTROL
 DV2085  ___________________________________________________________________
 DV2085* NAD 83(1992)-  33 20 02.38229(N)    112 03 42.00334(W)     ADJUSTED  
 DV2085* NAVD 88     -              **(meters)            **(feet)            
 DV2085  ___________________________________________________________________
 DV2085  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DV2085  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV2085  HORZ ORDER  -  THIRD
 DV2085
 DV2085.The horizontal coordinates were established by classical geodetic methods
 DV2085.and adjusted by the National Geodetic Survey in August 1993.
 DV2085
 DV2085
 DV2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2085
 DV2085.The geoid height was determined by GEOID03.
 DV2085
 DV2085;                    North         East     Units Scale Factor Converg.
 DV2085;SPC AZ C     -   258,799.761   199,861.827   MT  0.99990225   -0 04 46.9
 DV2085;SPC AZ C     -   849,080.58    655,714.66   iFT  0.99990225   -0 04 46.9
 DV2085;UTM  12      - 3,688,817.725   401,196.536   MT  0.99972036   -0 35 00.4
 DV2085
 DV2085                          SUPERSEDED SURVEY CONTROL
 DV2085
 DV2085  NAD 83(1986)-  33 20 02.37664(N)    112 03 42.00871(W) AD(       ) 4
 DV2085  NAD 27      -  33 20 02.21000(N)    112 03 39.47700(W) AD(       ) 3
 DV2085
 DV2085.Superseded values are not recommended for survey control.
 DV2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2085.See file dsdata.txt to determine how the superseded data were derived.
 DV2085
 DV2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0119788818(NAD 83)
 DV2085_MARKER: 43 = RADIO/TV TOWER
 DV2085
 DV2085  HISTORY     - Date     Condition        Report By
 DV2085  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2085  HISTORY     - 1967     GOOD             CGS
 DV2085  HISTORY     - 1976     GOOD             NGS
 DV2085  HISTORY     - 1978     GOOD             NGS
 DV2085
 DV2085                          STATION DESCRIPTION
 DV2085
 DV2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2085'STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE CENTER OF
 DV2085'PHOENIX AND IS ON TOP OF HIGH HILL IN SOUTH MOUNTAIN PARK.
 DV2085'
 DV2085'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CENTRAL
 DV2085'AVENUE AND BASELINE ROAD IN THE SOUTH EDGE OF PHOENIX, GO
 DV2085'SOUTH ON SOUTH CENTRAL AVENUE FOR 2.45 MILES TO THE A TOLL
 DV2085'GATE AND ENTRANCE TO SOUTH MOUNTAIN PARK, CONTINUE SOUTH FOR
 DV2085'0.15 MILE TO CROSSROAD, CONTINUE SOUTH FOR 1.3 MILES TO FORKS,
 DV2085'KEEP LEFT AND FOLLOW THE MAIN ROAD EASTERLY UP GRADE FOR 3.35
 DV2085'MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO SOUTHEASTERLY
 DV2085'FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO WESTERLY
 DV2085'FOR 1.25 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 DV2085'NORTHEASTERLY FOR 0.2 MILE TO THE STATION.
 DV2085'
 DV2085'STATION IS THE EAST ONE OF FOUR TV TOWERS, IS PAINTED RED
 DV2085'AND WHITE AND IS 386 FEET HIGH.
 DV2085'
 DV2085'POINT INTERSECTED WAS THE RED LIGHT ON THE TOP CENTER.
 DV2085
 DV2085                          STATION RECOVERY (1967)
 DV2085
 DV2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV2085'THIS STATION RECOVERED AS DESCRIBED.
 DV2085
 DV2085                          STATION RECOVERY (1976)
 DV2085
 DV2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DV2085'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DV2085'DESCRIBED.
 DV2085'
 DV2085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTH OF
 DV2085'THE CENTER OF PHOENIX.
 DV2085
 DV2085                          STATION RECOVERY (1978)
 DV2085
 DV2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DV2085'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DV2085'
 DV2085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PHOENIX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2094 ***********************************************************************
 DV2094  DESIGNATION -  PHOENIX W COTTON PROD CO TANK
 DV2094  PID         -  DV2094
 DV2094  STATE/COUNTY-  AZ/MARICOPA
 DV2094  USGS QUAD   -  FOWLER (1982)
 DV2094
 DV2094                         *CURRENT SURVEY CONTROL
 DV2094  ___________________________________________________________________
 DV2094* NAD 83(1992)-  33 26 17.18963(N)    112 10 05.62194(W)     ADJUSTED  
 DV2094* NAVD 88     -              **(meters)            **(feet)            
 DV2094  ___________________________________________________________________
 DV2094  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DV2094  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV2094  HORZ ORDER  -  THIRD
 DV2094
 DV2094.The horizontal coordinates were established by classical geodetic methods
 DV2094.and adjusted by the National Geodetic Survey in August 1993.
 DV2094
 DV2094
 DV2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2094
 DV2094.The geoid height was determined by GEOID03.
 DV2094
 DV2094;                    North         East     Units Scale Factor Converg.
 DV2094;SPC AZ C     -   270,364.845   189,969.940   MT  0.99990674   -0 08 19.0
 DV2094;SPC AZ C     -   887,023.77    623,260.96   iFT  0.99990674   -0 08 19.0
 DV2094;UTM  12      - 3,700,467.455   391,408.538   MT  0.99974538   -0 38 37.7
 DV2094
 DV2094                          SUPERSEDED SURVEY CONTROL
 DV2094
 DV2094  NAD 83(1986)-  33 26 17.18343(N)    112 10 05.62782(W) AD(       ) 4
 DV2094  NAD 27      -  33 26 17.02600(N)    112 10 03.08400(W) AD(       ) 3
 DV2094
 DV2094.Superseded values are not recommended for survey control.
 DV2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2094.See file dsdata.txt to determine how the superseded data were derived.
 DV2094
 DV2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9140900467(NAD 83)
 DV2094_MARKER: 53 = ELEVATED TANK
 DV2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2094+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2094
 DV2094  HISTORY     - Date     Condition        Report By
 DV2094  HISTORY     - 1962     FIRST OBSERVED   CGS
 DV2094  HISTORY     - 1963     GOOD             CGS
 DV2094  HISTORY     - 20060821 GOOD             GEOCAC
 DV2094
 DV2094                          STATION DESCRIPTION
 DV2094
 DV2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2094'STATION IS LOCATED AT THE SOUTHWEST PART OF PHOENIX, APPROXIMATELY
 DV2094'200 YARDS NORTHEAST OF THE JUNCTION OF WEST BUCKEYE ROAD AND
 DV2094'51 ST. AVENUE.
 DV2094'
 DV2094'STATION HAS 4 LEGS IS PAINTED SILVER AND IS APPROXIMATELY
 DV2094'140 FEET HIGH.
 DV2094'
 DV2094'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DV2094
 DV2094                          STATION RECOVERY (1963)
 DV2094
 DV2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2094'STATION WAS RECOVERED AS DESCRIBED.
 DV2094
 DV2094                          STATION RECOVERY (2006)
 DV2094
 DV2094'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2094'THE TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2062 ***********************************************************************
 DV2062  DESIGNATION -  PHOENIX WESTERN COMPRESS TANK
 DV2062  PID         -  DV2062
 DV2062  STATE/COUNTY-  AZ/MARICOPA
 DV2062  USGS QUAD   -  PHOENIX (1982)
 DV2062
 DV2062                         *CURRENT SURVEY CONTROL
 DV2062  ___________________________________________________________________
 DV2062* NAD 83(1992)-  33 26 39.59942(N)    112 07 05.18057(W)     ADJUSTED  
 DV2062* NAVD 88     -              **(meters)            **(feet)            
 DV2062  ___________________________________________________________________
 DV2062  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DV2062  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2062  HORZ ORDER  -  THIRD
 DV2062
 DV2062.The horizontal coordinates were established by classical geodetic methods
 DV2062.and adjusted by the National Geodetic Survey in August 1993.
 DV2062
 DV2062
 DV2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2062
 DV2062.The geoid height was determined by GEOID03.
 DV2062
 DV2062;                    North         East     Units Scale Factor Converg.
 DV2062;SPC AZ C     -   271,045.048   194,631.657   MT  0.99990432   -0 06 39.7
 DV2062;SPC AZ C     -   889,255.41    638,555.31   iFT  0.99990432   -0 06 39.7
 DV2062;UTM  12      - 3,701,106.421   396,075.296   MT  0.99973315   -0 36 58.6
 DV2062
 DV2062                          SUPERSEDED SURVEY CONTROL
 DV2062
 DV2062  NAD 83(1986)-  33 26 39.59376(N)    112 07 05.18612(W) AD(       ) 4
 DV2062  NAD 27      -  33 26 39.43500(N)    112 07 02.64500(W) AD(       ) 3
 DV2062
 DV2062.Superseded values are not recommended for survey control.
 DV2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2062.See file dsdata.txt to determine how the superseded data were derived.
 DV2062
 DV2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9607501106(NAD 83)
 DV2062_MARKER: 51 = TANK
 DV2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2062+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DV2062
 DV2062  HISTORY     - Date     Condition        Report By
 DV2062  HISTORY     - 1947     FIRST OBSERVED   CGS
 DV2062  HISTORY     - 1960     GOOD             AMS
 DV2062  HISTORY     - 1962     GOOD             CGS
 DV2062  HISTORY     - 20061025 GOOD             GEOCAC
 DV2062
 DV2062                          STATION DESCRIPTION
 DV2062
 DV2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2062'IN PHOENIX, 0.5 MILE SOUTH OF WEST VAN BUREN STREET, 200 FEET
 DV2062'WEST OF 27TH AVENUE, AT THE WESTING COMPRESS WAREHOUSE, AN
 DV2062'ALUMINUM PAINTED, METAL WATER TANK APPROXIMATELY 120 FEET HIGH.
 DV2062'THE POINT OBSERVED UPON WAS THE SMALL BALL ATOP CENTER OF TANK.
 DV2062
 DV2062                          STATION RECOVERY (1960)
 DV2062
 DV2062'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2062'THE WATER TANK LOCATED AT THE DESCRIBED SITE IS ON THE PROPERTY
 DV2062'OF THE WESTERN COMPRESS COMPANY WHICH HAS OCCUPIED THE SITE
 DV2062'SINCE CONSIDERABLE TIME PRIOR TO THE YEAR 1947.  NO OTHER TANKS
 DV2062'ARE IN THE IMMEDIATE AREA.
 DV2062'
 DV2062'IT IS BELIEVED THAT THE TERM WESTING AS USED IN THIS STATION
 DV2062'DESIGNATION IS IN ERROR.
 DV2062
 DV2062                          STATION RECOVERY (1962)
 DV2062
 DV2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2062'STATION IS LOCATED IN THE SOUTHWEST PART OF PHOENIX, 0.55
 DV2062'MILE NORTH OF WEST BUCKEYE ROAD (U.S. 80), 0.1 MILE SOUTH OF
 DV2062'THE INTERSECTION OF 27TH AVENUE AND WEST JACKSON STREET,
 DV2062'APPROXIMATELY 250 FEET WEST OF 27TH AVENUE AND APPROXIMATELY
 DV2062'200 FEET NORTH OF THE RAILROAD TRACKS.
 DV2062'
 DV2062'STATION HAS 4 LEGS IS PAINTED SILVER AND IS APPROXIMATELY
 DV2062'120 FEET HIGH.
 DV2062'
 DV2062'POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DV2062'
 DV2062'NOTE--PROBABLY THE SAME AS PHOENIX, WESTING COMPRESS CO.,
 DV2062'WATER TANK, 1947.
 DV2062
 DV2062                          STATION RECOVERY (2006)
 DV2062
 DV2062'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2062'THE TANK IS NOW PAINTED WITH THE WORD 'ECOLOGY', AND IS ON PROPERTY
 DV2062'NOW OWNED BY THE 'ECOLOGY' AUTOMOTIVE RECYCLING COMPANY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0872 ***********************************************************************
 FR0872  DESIGNATION -  PHOENIX WILLIAMS AWY BCN 38 A
 FR0872  PID         -  FR0872
 FR0872  STATE/COUNTY-  AZ/COCONINO
 FR0872  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0872
 FR0872                         *CURRENT SURVEY CONTROL
 FR0872  ___________________________________________________________________
 FR0872* NAD 83(1992)-  35 12 00.41895(N)    112 12 18.15116(W)     ADJUSTED  
 FR0872* NAVD 88     -              **(meters)            **(feet)            
 FR0872  ___________________________________________________________________
 FR0872  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 FR0872  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FR0872  HORZ ORDER  -  THIRD
 FR0872
 FR0872.The horizontal coordinates were established by classical geodetic methods
 FR0872.and adjusted by the National Geodetic Survey in August 1993.
 FR0872
 FR0872
 FR0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0872
 FR0872.The geoid height was determined by GEOID03.
 FR0872
 FR0872;                    North         East     Units Scale Factor Converg.
 FR0872;SPC AZ C     -   465,811.480   187,101.585   MT  0.99990849   -0 09 58.4
 FR0872;SPC AZ C     - 1,528,252.89    613,850.34   iFT  0.99990849   -0 09 58.4
 FR0872;UTM  12      - 3,895,900.588   390,303.573   MT  0.99974830   -0 41 40.9
 FR0872
 FR0872                          SUPERSEDED SURVEY CONTROL
 FR0872
 FR0872  NAD 83(1986)-  35 12 00.41091(N)    112 12 18.15313(W) AD(       ) 4
 FR0872  NAD 27      -  35 12 00.26300(N)    112 12 15.63300(W) AD(       ) 3
 FR0872
 FR0872.Superseded values are not recommended for survey control.
 FR0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0872.See file dsdata.txt to determine how the superseded data were derived.
 FR0872
 FR0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9030495901(NAD 83)
 FR0872_MARKER: 22 = AIRWAY BEACON
 FR0872
 FR0872  HISTORY     - Date     Condition        Report By
 FR0872  HISTORY     - 1944     FIRST OBSERVED   CGS
 FR0872
 FR0872                          STATION DESCRIPTION
 FR0872
 FR0872'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1843 ***********************************************************************
 GR1843  DESIGNATION -  PHONE
 GR1843  PID         -  GR1843
 GR1843  STATE/COUNTY-  AZ/MOHAVE
 GR1843  USGS QUAD   -  HOOVER DAM (1997)
 GR1843
 GR1843                         *CURRENT SURVEY CONTROL
 GR1843  ___________________________________________________________________
 GR1843* NAD 83(1992)-  36 01 04.65868(N)    114 43 47.82609(W)     ADJUSTED  
 GR1843* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 GR1843  ___________________________________________________________________
 GR1843  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 GR1843  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GR1843  HORZ ORDER  -  SECOND
 GR1843
 GR1843.The horizontal coordinates were established by classical geodetic methods
 GR1843.and adjusted by the National Geodetic Survey in August 1993.
 GR1843
 GR1843.The orthometric height was scaled from a topographic map.
 GR1843
 GR1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1843
 GR1843.The geoid height was determined by GEOID03.
 GR1843
 GR1843;                    North         East     Units Scale Factor Converg.
 GR1843;SPC AZ W     -   556,968.372   125,028.529   MT  1.00002944   -0 34 34.6
 GR1843;SPC AZ W     - 1,827,324.06    410,198.59   iFT  1.00002944   -0 34 34.6
 GR1843;SPC NV E     - 8,141,000.045   276,919.778   MT  0.99997288   +0 30 06.6
 GR1843;SPC NV E     -26,709,264.31    908,527.64   sFT  0.99997288   +0 30 06.6
 GR1843;UTM  11      - 3,988,324.260   704,564.306   MT  1.00011565   +1 20 07.2
 GR1843
 GR1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1843!SPC AZ W     -   0.99993166  x   1.00002944  =   0.99996110
 GR1843!SPC NV E     -   0.99993166  x   0.99997288  =   0.99990454
 GR1843!UTM  11      -   0.99993166  x   1.00011565  =   1.00004730
 GR1843
 GR1843:                Primary Azimuth Mark                     Grid Az
 GR1843:SPC AZ W     -  SUGARLOAF                                212 24 53.9
 GR1843:SPC NV E     -  SUGARLOAF                                211 20 12.7
 GR1843:UTM  11      -  SUGARLOAF                                210 30 12.1
 GR1843
 GR1843|---------------------------------------------------------------------|
 GR1843| PID    Reference Object                     Distance      Geod. Az  |
 GR1843|                                                           dddmmss.s |
 GR1843| GR1847 SUGARLOAF                           APPROX. 1.2 KM 2115019.3 |
 GR1843| CC6244 PHONE RM 1                            9.510 METERS 27149     |
 GR1843| CC6245 PHONE RM 2                           13.765 METERS 32406     |
 GR1843|---------------------------------------------------------------------|
 GR1843
 GR1843                          SUPERSEDED SURVEY CONTROL
 GR1843
 GR1843  NAD 83(1986)-  36 01 04.64673(N)    114 43 47.81518(W) AD(       ) 2
 GR1843  NAD 27      -  36 01 04.71600(N)    114 43 44.87900(W) AD(       ) 2
 GR1843
 GR1843.Superseded values are not recommended for survey control.
 GR1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1843.See file dsdata.txt to determine how the superseded data were derived.
 GR1843
 GR1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0456488324(NAD 83)
 GR1843_MARKER: DS = TRIANGULATION STATION DISK
 GR1843_SETTING: 66 = SET IN ROCK OUTCROP
 GR1843_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GR1843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1843+STABILITY: POSITION/ELEVATION WELL
 GR1843
 GR1843  HISTORY     - Date     Condition        Report By
 GR1843  HISTORY     - 1935     MONUMENTED       CGS
 GR1843  HISTORY     - 1981     GOOD             AZDT
 GR1843
 GR1843                          STATION DESCRIPTION
 GR1843
 GR1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1843'STATION IS LOCATED ON THE HIGHEST AND MOST EASTERN END OF THE
 GR1843'BLUFF ABOUT 1/4 MILE (AIR LINE), SE OF BOULDER DAM, OVERLOOKING
 GR1843'THE CANYON UPSTREAM FROM THE DAM, AND IS ABOUT 300 YARDS E OF
 GR1843'STATION E 8.
 GR1843'
 GR1843'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1843'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1843'
 GR1843'STATION REACHED FROM THE ARIZONA SIDE OF BOULDER DAM BY FOLLOWING
 GR1843'THE ROAD TO THE FIRST SADDLE AND END OF TRUCK TRAVEL.  FROM
 GR1843'HERE GO E, UPSTREAM AND FOLLOW ALONG THE BLUFF 400 YARDS
 GR1843'TO STATION E 8.  THENCE CONTINUE E, DROPPING DOWN GULLY TO
 GR1843'HIGH ROCK POINT, 300 YARDS E OF E 8.
 GR1843
 GR1843                          STATION RECOVERY (1981)
 GR1843
 GR1843'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 GR1843'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1935.
 GR1843'BEFORE ENTERING RESTRICTED AREA VISIT THE PROJECT MANAGER OR THE CHIEF
 GR1843'ENGINEER AT THE TOWER ON THE NEVADA SIDE OF THE DAM OR CALL 293 8301.
 GR1843'
 GR1843'TO REACH THE STATION FROM HOVER DAM TRAVEL SOUTHEAST ALONG US HIGHWAY
 GR1843'93 TO THE FIRST SADDLE ON THE ARIZONA SIDE AND A PARKING AREA ON THE
 GR1843'LEFT.  TURN LEFT AT FAR SIDE OF PARKING AREA ON TRAIL ROAD LEADING TO
 GR1843'HIGHLINE TOWERS.  PASS TO LEFT OF FIRST TOWER AND TO RIGHT OF GUN
 GR1843'EMPLACEMENT, CONTINUE TO SECOND TOWER AND END OF TRUCK TRAVEL.  THE
 GR1843'STATION IS VISIBLE ON PROMINENT ROCKY KNOB AT EDGE OF LAKE CONTOUR
 GR1843'AROUND STEEP GULLY TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0839 ***********************************************************************
 ES0839  DESIGNATION -  PHONE
 ES0839  PID         -  ES0839
 ES0839  STATE/COUNTY-  AZ/NAVAJO
 ES0839  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0839
 ES0839                         *CURRENT SURVEY CONTROL
 ES0839  ___________________________________________________________________
 ES0839* NAD 83(1992)-  34 17 38.16898(N)    110 01 59.86701(W)     ADJUSTED  
 ES0839* NAVD 88     -      1947.5    (meters)    6389.     (feet)  VERTCON   
 ES0839  ___________________________________________________________________
 ES0839  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 ES0839  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 ES0839  HORZ ORDER  -  SECOND
 ES0839
 ES0839.The horizontal coordinates were established by classical geodetic methods
 ES0839.and adjusted by the National Geodetic Survey in August 1993.
 ES0839
 ES0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0839
 ES0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0839
 ES0839.The geoid height was determined by GEOID03.
 ES0839
 ES0839;                    North         East     Units Scale Factor Converg.
 ES0839;SPC AZ E     -   365,263.485   225,637.559   MT  0.99990186   +0 04 30.5
 ES0839;SPC AZ E     - 1,198,371.01    740,280.71   iFT  0.99990186   +0 04 30.5
 ES0839;UTM  12      - 3,795,170.678   588,965.872   MT  0.99969756   +0 32 41.0
 ES0839
 ES0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0839!SPC AZ E     -   0.99969810  x   0.99990186  =   0.99959999
 ES0839!UTM  12      -   0.99969810  x   0.99969756  =   0.99939576
 ES0839
 ES0839|---------------------------------------------------------------------|
 ES0839| PID    Reference Object                     Distance      Geod. Az  |
 ES0839|                                                           dddmmss.s |
 ES0839| DZ1190 PHONE RM 1                           21.713 METERS 01202     |
 ES0839| DZ1191 PHONE RM 2                           22.197 METERS 12517     |
 ES0839| ES0838 JUNCTION                            APPROX. 3.6 KM 1621619.6 |
 ES0839|---------------------------------------------------------------------|
 ES0839
 ES0839                          SUPERSEDED SURVEY CONTROL
 ES0839
 ES0839  NAD 83(1986)-  34 17 38.16514(N)    110 01 59.87301(W) AD(       ) 2
 ES0839  NGVD 29 (09/20/87) 1946.7    (m)         6387.     (f) VERT ANG    3  
 ES0839
 ES0839.Superseded values are not recommended for survey control.
 ES0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0839.See file dsdata.txt to determine how the superseded data were derived.
 ES0839
 ES0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8896695171(NAD 83)
 ES0839_MARKER: DD = SURVEY DISK
 ES0839_SETTING: 66 = SET IN ROCK OUTCROP
 ES0839_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0839+STABILITY: POSITION/ELEVATION WELL
 ES0839
 ES0839  HISTORY     - Date     Condition        Report By
 ES0839  HISTORY     - 1981     MONUMENTED       AZDT
 ES0839  HISTORY     - 20061103 GOOD             GEOCAC
 ES0839
 ES0839                          STATION DESCRIPTION
 ES0839
 ES0839'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0839'THE STATION IS LOCATED 3 MILES NORTH OF SHOW LOW ON TOP OF A LOW RIDGE
 ES0839'ON A GAS AND POWER LINE EASEMENT 240 FEET SOUTHWEST OF THE CENTERLINE.
 ES0839'
 ES0839'THE STATION MARK IS AN ADOT DISK STAMPED---PHONE 1981---.  IT IS SET I
 ES0839'DRILL HOLE IN ROCK 8.5FEET SOUTHWEST OF THE WITNESS POST.
 ES0839'
 ES0839'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---PHONE RM 1 1981---.  IT IS
 ES0839'IN A DRILL HOLE IN ROCK.
 ES0839'
 ES0839'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---PHONE RM 2 1981---.  IT IS
 ES0839'IN A DRILL HOLE IN ROCK.
 ES0839'
 ES0839'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST ON
 ES0839'US HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION WITH STATE ROUTE 77.  TURN
 ES0839'LEFT ALONG SR 77 FOR 2.7 MILES TO THE STATION ON THE LEFT.  240 FEET
 ES0839'SOUTHWEST OF THE CENTERLINE AND 140 FEET SOUTHWEST OF THE WEST RIGHT
 ES0839'OF WAY FENCELINE.
 ES0839
 ES0839                          STATION RECOVERY (2006)
 ES0839
 ES0839'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0839'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES0839'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 ES0839'THE STATION IS LOCATED 10 FEET WEST OF THE CENTERLINE OF A DIRT TRACK
 ES0839'ROAD, AND THE WITNESS POST IS GONE. THE 81 OF THE 1981 ON THE STATION
 ES0839'MARK HAS BEEN RUBBED OFF.
 ES0839' 
 ES0839'UPDATE TO THE TO REACH DESCRIPTION    AFTER TURNING LEFT ON SR 77 FOR
 ES0839'2.7 MILES, TURN LEFT WEST OFF SR 77 AND GO THROUGH A GATE WITH A
 ES0839'CATTLE GUARD TO A DIRT TRACK ROAD ON THE LEFT, TURN LEFT SOUTH FOR .1
 ES0839'MILES TO THE STATION ON THE RIGHT WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0690 ***********************************************************************
 DV0690  DESIGNATION -  PHX AP STA B
 DV0690  PID         -  DV0690
 DV0690  STATE/COUNTY-  AZ/MARICOPA
 DV0690  USGS QUAD   -  PHOENIX (1982)
 DV0690
 DV0690                         *CURRENT SURVEY CONTROL
 DV0690  ___________________________________________________________________
 DV0690* NAD 83(1986)-  33 25 51.     (N)    112 01 40.     (W)     SCALED    
 DV0690* NAVD 88     -       337.38   (+/-2cm)    1106.9    (feet)  VERTCON   
 DV0690  ___________________________________________________________________
 DV0690  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0690
 DV0690.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DV0690
 DV0690.The horizontal coordinates were scaled from a topographic map and have
 DV0690.an estimated accuracy of +/- 6 seconds.
 DV0690
 DV0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0690.The vertical order pertains to the NGVD 29 superseded value.
 DV0690
 DV0690.The geoid height was determined by GEOID03.
 DV0690
 DV0690;                    North         East    Units  Estimated Accuracy
 DV0690;SPC AZ C     -   269,540.      203,030.      MT  (+/- 180 meters Scaled)
 DV0690
 DV0690                          SUPERSEDED SURVEY CONTROL
 DV0690
 DV0690  NGVD 29 (??/??/92)  336.725  (m)         1104.74   (f) ADJ UNCH    2 0
 DV0690
 DV0690.Superseded values are not recommended for survey control.
 DV0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0690.See file dsdata.txt to determine how the superseded data were derived.
 DV0690
 DV0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB044995(NAD 83)
 DV0690_MARKER: DT = TOPOGRAPHIC STATION DISK
 DV0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0690_STAMPING: AP 1967 STA. B.
 DV0690_MARK LOGO: CGS   
 DV0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0690+STABILITY: SURFACE MOTION
 DV0690
 DV0690  HISTORY     - Date     Condition        Report By
 DV0690  HISTORY     - 1967     MONUMENTED       CGS
 DV0690  HISTORY     - 1978     GOOD             NGS
 DV0690
 DV0690                          STATION DESCRIPTION
 DV0690
 DV0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0690'2.6 MI E FROM PHOENIX.
 DV0690'THIS MARK IS LOCATED IN THE SOUTHWESTERN SECTION OF THE SKY HARBOR
 DV0690'INTERNATIONAL AIRPORT, NEAR RUNWAY END 8R, WHICH IS THE WESTERN END OF
 DV0690'THE SOUTH ONE OF TWO PARALLEL RUNWAYS.  IT IS APPROXIMATELY 950 FT.
 DV0690'EAST OF 24TH STREET.  IT IS 175.0 FEET SOUTH OF THE CENTERLINE OF THE
 DV0690'RUNWAY EXTENDED.  51.55 FEET SOUTH OF THE SOUTHERLY THRESHOLD LIGHT,
 DV0690'NO. R12F.  10.8 FEET WEST OF THE WEST EDGE OF THE TAXIWAY AT THE NORTH
 DV0690'EDGE OF THE HOLDING STRIPE.  A STANDARD TOPOGRAPHIC DISK SET IN THE
 DV0690'TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 DV0690
 DV0690                          STATION RECOVERY (1978)
 DV0690
 DV0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DV0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0692 ***********************************************************************
 DV0692  DESIGNATION -  PHX ARP 2
 DV0692  PID         -  DV0692
 DV0692  STATE/COUNTY-  AZ/MARICOPA
 DV0692  USGS QUAD   -  PHOENIX (1982)
 DV0692
 DV0692                         *CURRENT SURVEY CONTROL
 DV0692  ___________________________________________________________________
 DV0692* NAD 83(1986)-  33 26 06.     (N)    112 00 45.     (W)     SCALED    
 DV0692* NAVD 88     -       340.22   (+/-2cm)    1116.2    (feet)  VERTCON   
 DV0692  ___________________________________________________________________
 DV0692  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0692
 DV0692.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DV0692
 DV0692.The horizontal coordinates were scaled from a topographic map and have
 DV0692.an estimated accuracy of +/- 6 seconds.
 DV0692
 DV0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0692.The vertical order pertains to the NGVD 29 superseded value.
 DV0692
 DV0692.The geoid height was determined by GEOID03.
 DV0692
 DV0692;                    North         East    Units  Estimated Accuracy
 DV0692;SPC AZ C     -   270,000.      204,450.      MT  (+/- 180 meters Scaled)
 DV0692
 DV0692                          SUPERSEDED SURVEY CONTROL
 DV0692
 DV0692  NGVD 29 (??/??/92)  339.566  (m)         1114.06   (f) ADJ UNCH    2 0
 DV0692
 DV0692.Superseded values are not recommended for survey control.
 DV0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0692.See file dsdata.txt to determine how the superseded data were derived.
 DV0692
 DV0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB058999(NAD 83)
 DV0692_MARKER: DT = TOPOGRAPHIC STATION DISK
 DV0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0692_SP_SET: CONCRETE APRON
 DV0692_STAMPING: ARP 2 1967
 DV0692_MARK LOGO: CGS   
 DV0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0692
 DV0692  HISTORY     - Date     Condition        Report By
 DV0692  HISTORY     - 1967     MONUMENTED       CGS
 DV0692  HISTORY     - 1978     GOOD             NGS
 DV0692  HISTORY     - 19870615 GOOD             NGS
 DV0692
 DV0692                          STATION DESCRIPTION
 DV0692
 DV0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0692'3.5 MI E FROM PHOENIX.
 DV0692'THIS MARK IS LOCATED AT THE GEOMETRIC CENTER OF THE SKY HARBOR
 DV0692'INTERNATIONAL AIRPORT, NEAR THE NORTHEASTERN CORNER OF THE CONCRETE
 DV0692'APRON.  IT IS APPROXIMATELY 300 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DV0692'OF THE MAIN TERMINAL BUILDING.  IT IS 176.3 FEET SOUTHEAST OF THE
 DV0692'SOUTHEAST CORNER OF SIDEWALK COMING UP RAMP, FROM UNDERNEATH THE SOUTH
 DV0692'CONCOURSE.  156.0 FEET SOUTHEAST OF A LIGHT STANDARD IN GRASS AREA, ON
 DV0692'THE NORTH SIDE OF APRON.  105.25 FEET SOUTH OF THE NORTH EDGE OF APRON
 DV0692'NEAR FENCE AND ENTRANCE ROAD TO APRON.  0.8 FEET WEST OF THE EAST EDGE
 DV0692'OF APRON.  A STANDARD TOPOGRAPHIC DISK SET IN A DRILL HOLE IN THE
 DV0692'CONCRETE APRON.
 DV0692
 DV0692                          STATION RECOVERY (1978)
 DV0692
 DV0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DV0692'RECOVERED IN GOOD CONDITION.
 DV0692
 DV0692                          STATION RECOVERY (1987)
 DV0692
 DV0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DV0692'THIS STATION IS LOCATED AT THE GEOMETRIC CENTER OF THE SKY HARBOR INTL
 DV0692'AIRPORT, NEAR THE NORTHEASTERN CORNER OF THE CONCRETE APRON.  IT IS
 DV0692'APPROXIMATELY 300 FT (91.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DV0692'MAIN TERMINAL BUILDING.  IT IS 176.3 FT (53.7 M) SOUTHEAST OF THE
 DV0692'SOUTHEAST CORNER OF THE SIDEWALK, COMING UP RAMP, FROM UNDERNEATH THE
 DV0692'SOUTH CONCOURSE, 156.0 FT (47.5 M) SOUTHEAST OF THE LIGHT STANDARD IN
 DV0692'THE GRASS AREA, ON THE NORTH SIDE OF THE APRON, 105.25 FT (32.08 M)
 DV0692'SOUTH OF THE NORTH EDGE OF THE APRON NEAR THE FENCE AND THE ENTRANCE
 DV0692'ROAD TO THE APRON.  A STANDARD TOPOGRAPHIC DISK SET IN A DRILL HOLE IN
 DV0692'THE CONCRETE APRON AND STAMPED ARP 2 1967.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3557 ***********************************************************************
 AA3557  DESIGNATION -  PHX E
 AA3557  PID         -  AA3557
 AA3557  STATE/COUNTY-  AZ/MARICOPA
 AA3557  USGS QUAD   -  PHOENIX (1982)
 AA3557
 AA3557                         *CURRENT SURVEY CONTROL
 AA3557  ___________________________________________________________________
 AA3557* NAD 83(2007)-  33 25 54.18538(N)    112 01 29.90825(W)     ADJUSTED  
 AA3557* NAVD 88     -       337.18   (+/-2cm)    1106.2    (feet)  VERTCON   
 AA3557  ___________________________________________________________________
 AA3557  EPOCH DATE  -        2007.00
 AA3557  X           -  -1,998,245.416 (meters)                     COMP
 AA3557  Y           -  -4,939,630.782 (meters)                     COMP
 AA3557  Z           -   3,494,185.849 (meters)                     COMP
 AA3557  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AA3557  ELLIP HEIGHT-         307.366 (meters)          (02/10/07) ADJUSTED
 AA3557  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AA3557
 AA3557  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3557  Type    PID    Designation                      North   East  Ellip
 AA3557  -------------------------------------------------------------------
 AA3557  NETWORK AA3557 PHX E                             1.57   1.35   5.74
 AA3557  -------------------------------------------------------------------
 AA3557  VERT ORDER  -  THIRD ? (See Below)
 AA3557
 AA3557.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 AA3557
 AA3557.The horizontal coordinates were established by GPS observations
 AA3557.and adjusted by the National Geodetic Survey in February 2007.
 AA3557
 AA3557.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3557.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3557.The horizontal coordinates are valid at the epoch date displayed above.
 AA3557.The epoch date for horizontal control is a decimal equivalence
 AA3557.of Year/Month/Day.
 AA3557
 AA3557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3557.The vertical order pertains to the NGVD 29 superseded value.
 AA3557
 AA3557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3557
 AA3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3557
 AA3557.The ellipsoidal height was determined by GPS observations
 AA3557.and is referenced to NAD 83.
 AA3557
 AA3557.The geoid height was determined by GEOID03.
 AA3557
 AA3557;                    North         East     Units Scale Factor Converg.
 AA3557;SPC AZ C     -   269,633.129   203,288.870   MT  0.99990125   -0 03 34.8
 AA3557;SPC AZ C     -   884,623.13    666,958.23   iFT  0.99990125   -0 03 34.8
 AA3557;UTM  12      - 3,699,618.497   404,718.165   MT  0.99971193   -0 33 53.1
 AA3557
 AA3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3557!SPC AZ C     -   0.99995175  x   0.99990125  =   0.99985300
 AA3557!UTM  12      -   0.99995175  x   0.99971193  =   0.99966369
 AA3557
 AA3557                          SUPERSEDED SURVEY CONTROL
 AA3557
 AA3557  ELLIP H (01/12/01)  307.399  (m)                       GP(       ) 4 1
 AA3557  NAD 83(1992)-  33 25 54.18440(N)    112 01 29.90759(W) AD(       ) B
 AA3557  ELLIP H (03/02/95)  307.468  (m)                       GP(       ) 4 1
 AA3557  NGVD 29 (03/02/95)  336.52   (m)         1104.1    (f) LEVELING    3  
 AA3557
 AA3557.Superseded values are not recommended for survey control.
 AA3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3557.See file dsdata.txt to determine how the superseded data were derived.
 AA3557
 AA3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0471899618(NAD 83)
 AA3557_MARKER: DD = SURVEY DISK
 AA3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3557_STAMPING: PHX E 1987
 AA3557_MARK LOGO: NOS   
 AA3557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3557+STABILITY: SURFACE MOTION
 AA3557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3557+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA3557
 AA3557  HISTORY     - Date     Condition        Report By
 AA3557  HISTORY     - 1987     MONUMENTED       NOS
 AA3557  HISTORY     - 19920615 GOOD             NGS
 AA3557  HISTORY     - 20030618 MARK NOT FOUND   NGS
 AA3557
 AA3557                          STATION DESCRIPTION
 AA3557
 AA3557'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 AA3557'LOCATED AT THE PHOENIX-SKY HARBOR INTERNATIONAL AIRPORT SOUTHEAST OF
 AA3557'THE CITY OF PHOENIX, AZ WHICH IS ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF
 AA3557'THE INTERSECTION OF I-10 AND I-17. STATION IS LOCATED IN THE SOUTHWEST
 AA3557'SECTION OF THE AIRPORT NEAR RUNWAY END 8R BETWEEN THE RUNWAY AND
 AA3557'TAXIWAY E. TO REACH FROM THE SOUTH SIDE OF THE AIR TRAFFIC CONTROL
 AA3557'TOWER, PROCEED SOUTH ACCROSS THE RAMP FOR 0.15 MI (0.24 KM) TO TAXIWAY
 AA3557'E. TURN RIGHT HEADING WEST ALONG TAXIWAY E FOR 0.85 MI (1.37 KM) TO
 AA3557'THE STATION ON THE LEFT IN THE ISLAND FORMED BY RUNWAY 8R-26L, TAXIWAY
 AA3557'E, TAXIWAY E-1, AND TAXIWAY E-2. IT IS 233.25 FT (71.09 M) NORTHEAST
 AA3557'OF THE 2ND RUNWAY LIGHT EAST OF RUNWAY END 8R, 156.40 FT (47.67 M)
 AA3557'NORTH OF THE 3RD RUNWAY LIGHT EAST OF RUNWAY END 8R, 168.74 FT (51.43
 AA3557'M) SOUTH OF THE CENTERLINE OF TAXIWAY E, AND 5.20 FT (1.58 M) WEST OF
 AA3557'A LIGHTED WINDSOCK. STATION IS A STANDARD NOS DISK SET IN TOP OF A
 AA3557'CONCRETE MONUMENT FLUSH WITH THE GROUND. DISK IS STAMPED - PHX E 1987.
 AA3557
 AA3557                          STATION RECOVERY (1992)
 AA3557
 AA3557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA3557'THE STATION IS LOCATED IN THE IN-FIELD EAST-NORTHEAST OF RUNWAY END
 AA3557'8R, 233.25 FT (71.09 M) NORTHEAST OF THE SECOND RUNWAY LIGHT EAST OF
 AA3557'RUNWAY END 8R, 156.40 FT (47.67 M) NORTH OF THE THIRD RUNWAY LIGHT
 AA3557'EAST OF RUNWAY END 8R, 168.74 FT (51.43 M) SOUTH OF THE CENTERLINE OF
 AA3557'THE PARALLEL TAXIWAY (TAXIWAY C) AND 5.20 FT (1.58 M) WEST OF AN
 AA3557'OBSTRUCTION LIGHTED WINDSOCK.  THE STATION IS A STANDARD NOS DISK
 AA3557'STAMPED PHX E 1987 SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 AA3557'THE GROUND.
 AA3557
 AA3557                          STATION RECOVERY (2003)
 AA3557
 AA3557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3557'MARK LIKELY DESTROYED DUE TO RECENT CONSTRUCTION.
 AA3557'FUTURE CONTACT IS GARY COFFMAN AT AIRPORT OPERATIONS 602-273-3302
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3558 ***********************************************************************
 AA3558  PACS        -  This is a Primary Airport Control Station.
 AA3558  DESIGNATION -  PHX G
 AA3558  PID         -  AA3558
 AA3558  STATE/COUNTY-  AZ/MARICOPA
 AA3558  USGS QUAD   -  PHOENIX (1982)
 AA3558
 AA3558                         *CURRENT SURVEY CONTROL
 AA3558  ___________________________________________________________________
 AA3558* NAD 83(2007)-  33 25 54.37716(N)    112 00 40.82894(W)     ADJUSTED  
 AA3558* NAVD 88     -       339.73   (meters)    1114.6    (feet)  GPS OBS   
 AA3558  ___________________________________________________________________
 AA3558  EPOCH DATE  -        2007.00
 AA3558  X           -  -1,997,069.594 (meters)                     COMP
 AA3558  Y           -  -4,940,105.087 (meters)                     COMP
 AA3558  Z           -   3,494,192.200 (meters)                     COMP
 AA3558  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AA3558  ELLIP HEIGHT-         309.944 (meters)          (02/10/07) ADJUSTED
 AA3558  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AA3558
 AA3558  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3558  Type    PID    Designation                      North   East  Ellip
 AA3558  -------------------------------------------------------------------
 AA3558  NETWORK AA3558 PHX G                             1.41   1.23   5.00
 AA3558  -------------------------------------------------------------------
 AA3558
 AA3558.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 AA3558
 AA3558.The horizontal coordinates were established by GPS observations
 AA3558.and adjusted by the National Geodetic Survey in February 2007.
 AA3558
 AA3558.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3558.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3558.The horizontal coordinates are valid at the epoch date displayed above.
 AA3558.The epoch date for horizontal control is a decimal equivalence
 AA3558.of Year/Month/Day.
 AA3558
 AA3558.The orthometric height was determined by GPS observations and a
 AA3558.high-resolution geoid model.
 AA3558
 AA3558.GPS derived orthometric heights for airport stations designated as
 AA3558.PACS or SACS are published to 2 decimal places.  This maintains
 AA3558.centimeter relative accuracy between the PACS and SACS.  It does
 AA3558.not indicate centimeter accuracy relative to other marks which are
 AA3558.part of the NAVD 88 network.
 AA3558
 AA3558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3558
 AA3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3558
 AA3558.The ellipsoidal height was determined by GPS observations
 AA3558.and is referenced to NAD 83.
 AA3558
 AA3558.The geoid height was determined by GEOID03.
 AA3558
 AA3558;                    North         East     Units Scale Factor Converg.
 AA3558;SPC AZ C     -   269,637.799   204,556.569   MT  0.99990096   -0 03 07.8
 AA3558;SPC AZ C     -   884,638.45    671,117.35   iFT  0.99990096   -0 03 07.8
 AA3558;UTM  12      - 3,699,611.994   405,985.615   MT  0.99970897   -0 33 26.0
 AA3558
 AA3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3558!SPC AZ C     -   0.99995134  x   0.99990096  =   0.99985231
 AA3558!UTM  12      -   0.99995134  x   0.99970897  =   0.99966033
 AA3558
 AA3558                          SUPERSEDED SURVEY CONTROL
 AA3558
 AA3558  ELLIP H (01/12/01)  309.979  (m)                       GP(       ) 4 1
 AA3558  NAD 83(1992)-  33 25 54.37620(N)    112 00 40.82816(W) AD(       ) B
 AA3558  ELLIP H (03/02/95)  310.048  (m)                       GP(       ) 4 1
 AA3558  NGVD 29 (03/02/95)  339.08   (m)         1112.5    (f) LEVELING    3  
 AA3558
 AA3558.Superseded values are not recommended for survey control.
 AA3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3558.See file dsdata.txt to determine how the superseded data were derived.
 AA3558
 AA3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0598699612(NAD 83)
 AA3558_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3558_SP_SET: CONCRETE CATCH BASIN
 AA3558_STAMPING: PHX G 1994
 AA3558_MARK LOGO: NOS   
 AA3558_PROJECTION: FLUSH
 AA3558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3558+STABILITY: SURFACE MOTION
 AA3558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3558+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1998
 AA3558
 AA3558  HISTORY     - Date     Condition        Report By
 AA3558  HISTORY     - 1994     MONUMENTED       NOS
 AA3558  HISTORY     - 19940615 GOOD             NGS
 AA3558  HISTORY     - 19970515 GOOD             NGS
 AA3558  HISTORY     - 19980803 GOOD             NGS
 AA3558  HISTORY     - 20030618 MARK NOT FOUND   NGS
 AA3558
 AA3558                          STATION DESCRIPTION
 AA3558
 AA3558'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3558'LOCATED AT THE PHOENIX-SKY HARBOR INTERNATIONAL AIRPORT SOUTHEAST OF
 AA3558'THE CITY OF PHOENIX, AZ WHICH IS ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF
 AA3558'THE INTERSECTION OF I-10 AND I-17. STATION IS LOCATED IN THE SOUTH
 AA3558'SECTION OF THE AIRPORT ABOUT MID-FIELD NORTH OF RUNWAY 8R-26L BETWEEN
 AA3558'THE RUNWAY AND TAXIWAY E. TO REACH FROM THE SOUTH SIDE OF THE AIR
 AA3558'TRAFFIC CONTROL TOWER, PROCEED SOUTH ACCROSS THE RAMP FOR 0.15 MI
 AA3558'(0.24 KM) TO THE JUNCTION OF TAXIWAY E AND TAXIWAY E5. CROSS TAXIWAY E
 AA3558'HEADING SOUTH TO THE STATION JUST EAST OF TAXIWAY E-5 AND NORTH OF THE
 AA3558'RUNWAY. IT IS 285.0 FT (86.9 M) EAST OF A LIGHTED RUNWAY SIGN 26L-8R
 AA3558'E, 125.1 FT (38.1 M) NORTH OF A LIGHTED TAXIWAY SIGN E5, 54.7 FT (16.7
 AA3558'M) SOUTHWEST OF THE CENTER OF A CONCRETE ELECTRICAL VAULT WITH MAN
 AA3558'HOLE COVER, AND IS IN THE NORTHWEST CORNER OF A 4.5 X 4.5 FT (1.4 M)
 AA3558'CONCRETE CATCH BASIN WITH METAL DRAIN GATE. STATION IS A STANDARD NOS
 AA3558'DISK SET IN A DRILL HOLE IN TOP OF A CONCRETE CATCH BASIN FLUSH WITH
 AA3558'THE GROUND. DISK IS STAMPED - PHX G 1994.
 AA3558
 AA3558                          STATION RECOVERY (1994)
 AA3558
 AA3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3558'THE STATION IS LOCATED IN THE INFIELD BETWEEN RWY 8R-26L AND TWY E
 AA3558'JUST EAST OF TWY E5, 285 FT (86.9 M) EAST OF A LIGHTED RWY SIGN
 AA3558'26L-8R, 125.1 FT (38.1 M) NORTH OF A LIGHTED TWY SIGN E5, 54.7 FT
 AA3558'(16.7 M) SOUTHWEST OF THE CENTER OF A CONCRETE ELECTRICAL VAULT WITH
 AA3558'MAN HOLE AND IS IN THE NORTHWEST CORNER OF A 4.5 FT (1.4 M) X 4.5 FT
 AA3558'(1.4 M) CONCRETE CATCH BASIN WITH A METAL DRAIN GRATE.  THE STATION IS
 AA3558'A STANDARD NOS DISK SET IN A DRILL HOLE IN TOP OF A CONCRETE CATCH
 AA3558'BASIN FLUSH WITH THE GROUND STAMPED PHX G 1994.
 AA3558
 AA3558                          STATION RECOVERY (1997)
 AA3558
 AA3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3558'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION.  CONTACT GARY E.
 AA3558'COFFMAN OPERATIONS (OSCAR 30) PHONE (602) 273-3302.
 AA3558
 AA3558                          STATION RECOVERY (1998)
 AA3558
 AA3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AA3558'RECOVERED AS DESCRIBED.
 AA3558
 AA3558                          STATION RECOVERY (2003)
 AA3558
 AA3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3558'MARK LIKELY DESTROYED DUE TO RECENT CONSTRUCTION.
 AA3558'FUTURE CONTACT IS GARY COFFMAN AT AIRPORT OPERATIONS 602-273-3302
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3559 ***********************************************************************
 AA3559  SACS        -  This is a Secondary Airport Control Station.
 AA3559  DESIGNATION -  PHX H
 AA3559  PID         -  AA3559
 AA3559  STATE/COUNTY-  AZ/MARICOPA
 AA3559  USGS QUAD   -  TEMPE (1982)
 AA3559
 AA3559                         *CURRENT SURVEY CONTROL
 AA3559  ___________________________________________________________________
 AA3559* NAD 83(2007)-  33 25 54.24899(N)    111 59 51.54908(W)     ADJUSTED  
 AA3559* NAVD 88     -       342.02   (meters)    1122.1    (feet)  GPS OBS   
 AA3559  ___________________________________________________________________
 AA3559  EPOCH DATE  -        2007.00
 AA3559  X           -  -1,995,890.807 (meters)                     COMP
 AA3559  Y           -  -4,940,585.882 (meters)                     COMP
 AA3559  Z           -   3,494,190.177 (meters)                     COMP
 AA3559  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AA3559  ELLIP HEIGHT-         312.254 (meters)          (02/10/07) ADJUSTED
 AA3559  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AA3559
 AA3559  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3559  Type    PID    Designation                      North   East  Ellip
 AA3559  -------------------------------------------------------------------
 AA3559  NETWORK AA3559 PHX H                             1.45   1.27   5.02
 AA3559  -------------------------------------------------------------------
 AA3559
 AA3559.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 AA3559
 AA3559.The horizontal coordinates were established by GPS observations
 AA3559.and adjusted by the National Geodetic Survey in February 2007.
 AA3559
 AA3559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3559.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3559.The horizontal coordinates are valid at the epoch date displayed above.
 AA3559.The epoch date for horizontal control is a decimal equivalence
 AA3559.of Year/Month/Day.
 AA3559
 AA3559.The orthometric height was determined by GPS observations and a
 AA3559.high-resolution geoid model.
 AA3559
 AA3559.GPS derived orthometric heights for airport stations designated as
 AA3559.PACS or SACS are published to 2 decimal places.  This maintains
 AA3559.centimeter relative accuracy between the PACS and SACS.  It does
 AA3559.not indicate centimeter accuracy relative to other marks which are
 AA3559.part of the NAVD 88 network.
 AA3559
 AA3559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3559
 AA3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3559
 AA3559.The ellipsoidal height was determined by GPS observations
 AA3559.and is referenced to NAD 83.
 AA3559
 AA3559.The geoid height was determined by GEOID03.
 AA3559
 AA3559;                    North         East     Units Scale Factor Converg.
 AA3559;SPC AZ C     -   269,632.776   205,829.439   MT  0.99990070   -0 02 40.6
 AA3559;SPC AZ C     -   884,621.97    675,293.44   iFT  0.99990070   -0 02 40.6
 AA3559;UTM  12      - 3,699,595.753   407,258.145   MT  0.99970604   -0 32 58.9
 AA3559
 AA3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3559!SPC AZ C     -   0.99995098  x   0.99990070  =   0.99985169
 AA3559!UTM  12      -   0.99995098  x   0.99970604  =   0.99965703
 AA3559
 AA3559                          SUPERSEDED SURVEY CONTROL
 AA3559
 AA3559  ELLIP H (01/12/01)  312.272  (m)                       GP(       ) 4 1
 AA3559  NAD 83(1992)-  33 25 54.24797(N)    111 59 51.54862(W) AD(       ) B
 AA3559  ELLIP H (03/02/95)  312.341  (m)                       GP(       ) 4 1
 AA3559  NGVD 29 (03/02/95)  341.37   (m)         1120.0    (f) LEVELING    3  
 AA3559
 AA3559.Superseded values are not recommended for survey control.
 AA3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3559.See file dsdata.txt to determine how the superseded data were derived.
 AA3559
 AA3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0725899596(NAD 83)
 AA3559_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3559_SP_SET: CONCRETE CATCH BASIN
 AA3559_STAMPING: PHX H 1994
 AA3559_MARK LOGO: NOS   
 AA3559_PROJECTION: FLUSH
 AA3559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3559+STABILITY: SURFACE MOTION
 AA3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3559+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1998
 AA3559
 AA3559  HISTORY     - Date     Condition        Report By
 AA3559  HISTORY     - 1994     MONUMENTED       NGS
 AA3559  HISTORY     - 19940615 GOOD             NGS
 AA3559  HISTORY     - 19970515 GOOD             NGS
 AA3559  HISTORY     - 19980803 GOOD             NGS
 AA3559  HISTORY     - 20030618 MARK NOT FOUND   NGS
 AA3559
 AA3559                          STATION DESCRIPTION
 AA3559
 AA3559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA3559'LOCATED AT THE PHOENIX-SKY HARBOR INTERNATIONAL AIRPORT SOUTHEAST OF
 AA3559'THE CITY OF PHOENIX, AZ WHICH IS ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF
 AA3559'THE INTERSECTION OF I-10 AND I-17. STATION IS LOCATED IN THE SOUTHEAST
 AA3559'SECTION OF THE AIRPORT NEAR RUNWAY END 26L BETWEEN THE RUNWAY AND
 AA3559'TAXIWAY E. TO REACH FROM THE SOUTH SIDE OF THE AIR TRAFFIC CONTROL
 AA3559'TOWER, PROCEED SOUTH ACCROSS THE RAMP FOR 0.15 MI (0.24 KM) TO TAXIWAY
 AA3559'E. TURN LEFT HEADING EAST FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 AA3559'RIGHT IN THE ISLAND FORMED BY RUNWAY 8R-26L, TAXIWAY E, TAXIWAY E-9,
 AA3559'AND TAXIWAY E-10. IT IS 130.6 FT (39.8 M) NORTHEAST OF THE CENTER OF
 AA3559'CONCRETE ELECTRICAL VAULT WITH A MANHOLE COVER, 86.15 FT (26.26 M)
 AA3559'SOUTHEAST OF A LIGHTED TAXIWAY SIGN E9, 78.7 FT (24.0 M) FT NORTH OF
 AA3559'THE CENTER OF A CONCRETE ELECTRICAL VAULT WITH MAN HOLE COVER, AND IS
 AA3559'IN THE SOUTHEAST CORNER OF A 12 X 12 FT (3.7 M) CONCRETE CATCH BASIN
 AA3559'WITH METAL DRAIN GATE. STATION IS A STANDARD NOS DISK SET IN A DRILL
 AA3559'HOLE IN TOP OF A CONCRETE CATCH BASIN FLUSH WITH THE GROUND. DISK IS
 AA3559'STAMPED---PHX H 1994---.
 AA3559
 AA3559                          STATION RECOVERY (1994)
 AA3559
 AA3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3559'THE STATION IS LOCATED IN THE INFIELD BETWEEN RWY 8R-26L AND TWY E
 AA3559'JUST EAST OF TWY E9, 130.6 FT (39.8 M) NORTHEAST OF THE CENTER OF A
 AA3559'CONCRETE ELEC VAULT WITH MAN HOLE, 86.2 FT (26.3 M) SOUTHEAST OF A
 AA3559'LIGHTED TWY SIGN E9, 78.7 FT (24.0 M) NORTH OF THE CENTER OF A
 AA3559'CONCRETE ELEC VAULT WITH MAN HOLE, AND IS IN THE SOUTHEAST CORNER OF A
 AA3559'12 FT (3.7 M) X 12 FT (3.7 M) CONCRETE CATCH BASIN WITH A METAL DRAIN
 AA3559'GRATE.  THE STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN A
 AA3559'CONCRETE CATCH BASIN FLUSH WITH THE GROUND STAMPED---PHX H 1994---.
 AA3559
 AA3559                          STATION RECOVERY (1997)
 AA3559
 AA3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3559'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION.  CONTACT GARY E.
 AA3559'COFFMAN OPERATIONS (OSCAR 30) , PHONE (602) 273-3302.
 AA3559
 AA3559                          STATION RECOVERY (1998)
 AA3559
 AA3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AA3559'RECOVERED AS DESCRIBED.
 AA3559
 AA3559                          STATION RECOVERY (2003)
 AA3559
 AA3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AA3559'MARK LIKELY DESTROYED DUE TO RECENT CONSTRUCTION.
 AA3559'FUTURE CONTACT IS GARY COFFMAN AT AIRPORT OPERATIONS 602-273-3302
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AE5061 ***********************************************************************
 AE5061  SACS        -  This is a Secondary Airport Control Station.
 AE5061  DESIGNATION -  PHX J
 AE5061  PID         -  AE5061
 AE5061  STATE/COUNTY-  AZ/MARICOPA
 AE5061  USGS QUAD   -  PHOENIX (1982)
 AE5061
 AE5061                         *CURRENT SURVEY CONTROL
 AE5061  ___________________________________________________________________
 AE5061* NAD 83(2007)-  33 25 54.00804(N)    112 01 35.22693(W)     ADJUSTED  
 AE5061* NAVD 88     -       336.93   (meters)    1105.4    (feet)  GPS OBS   
 AE5061  ___________________________________________________________________
 AE5061  EPOCH DATE  -        2007.00
 AE5061  X           -  -1,998,373.840 (meters)                     COMP
 AE5061  Y           -  -4,939,581.856 (meters)                     COMP
 AE5061  Z           -   3,494,181.154 (meters)                     COMP
 AE5061  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AE5061  ELLIP HEIGHT-         307.122 (meters)          (02/10/07) ADJUSTED
 AE5061  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AE5061
 AE5061  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5061  Type    PID    Designation                      North   East  Ellip
 AE5061  -------------------------------------------------------------------
 AE5061  NETWORK AE5061 PHX J                             1.43   1.25   5.00
 AE5061  -------------------------------------------------------------------
 AE5061
 AE5061.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 AE5061
 AE5061.The horizontal coordinates were established by GPS observations
 AE5061.and adjusted by the National Geodetic Survey in February 2007.
 AE5061
 AE5061.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5061.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5061.The horizontal coordinates are valid at the epoch date displayed above.
 AE5061.The epoch date for horizontal control is a decimal equivalence
 AE5061.of Year/Month/Day.
 AE5061
 AE5061.The orthometric height was determined by GPS observations and a
 AE5061.high-resolution geoid model.
 AE5061
 AE5061.GPS derived orthometric heights for airport stations designated as
 AE5061.PACS or SACS are published to 2 decimal places.  This maintains
 AE5061.centimeter relative accuracy between the PACS and SACS.  It does
 AE5061.not indicate centimeter accuracy relative to other marks which are
 AE5061.part of the NAVD 88 network.
 AE5061
 AE5061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5061
 AE5061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5061
 AE5061.The ellipsoidal height was determined by GPS observations
 AE5061.and is referenced to NAD 83.
 AE5061
 AE5061.The geoid height was determined by GEOID03.
 AE5061
 AE5061;                    North         East     Units Scale Factor Converg.
 AE5061;SPC AZ C     -   269,627.810   203,151.485   MT  0.99990128   -0 03 37.7
 AE5061;SPC AZ C     -   884,605.68    666,507.50   iFT  0.99990128   -0 03 37.7
 AE5061;UTM  12      - 3,699,614.390   404,580.765   MT  0.99971225   -0 33 56.0
 AE5061
 AE5061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5061!SPC AZ C     -   0.99995179  x   0.99990128  =   0.99985307
 AE5061!UTM  12      -   0.99995179  x   0.99971225  =   0.99966405
 AE5061
 AE5061                          SUPERSEDED SURVEY CONTROL
 AE5061
 AE5061  ELLIP H (08/22/01)  307.157  (m)                       GP(       ) 4 2
 AE5061  NAD 83(1992)-  33 25 54.00710(N)    112 01 35.22619(W) AD(       ) 1
 AE5061  ELLIP H (12/12/97)  307.226  (m)                       GP(       ) 4 2
 AE5061
 AE5061.Superseded values are not recommended for survey control.
 AE5061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5061.See file dsdata.txt to determine how the superseded data were derived.
 AE5061
 AE5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0458199614(NAD 83)
 AE5061_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE5061_SP_SET: CONCRETE CATCH BASIN
 AE5061_STAMPING: PHX J 1987
 AE5061_MARK LOGO: NGS   
 AE5061_PROJECTION: FLUSH
 AE5061_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5061+STABILITY: SURFACE MOTION
 AE5061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5061+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1998
 AE5061
 AE5061  HISTORY     - Date     Condition        Report By
 AE5061  HISTORY     - 1987     MONUMENTED       NOS
 AE5061  HISTORY     - 19980803 GOOD             NGS
 AE5061  HISTORY     - 20030618 MARK NOT FOUND   NGS
 AE5061
 AE5061                          STATION DESCRIPTION
 AE5061
 AE5061'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (AJL)
 AE5061'THE STATION IS LOCATED AT THE SKY HARBOR INTL.  AIRPORT SOUTHEAST OF
 AE5061'THE CITY OF PHOENIX, AZ.  WHICH IS 4.5 MI (7.2 KM) SOUTHEAST OF THE
 AE5061'INTERSECTION OF I-10 AND I-17.  THE STATION IS LOCATED IN THE
 AE5061'SOUTHWEST SECTION OF THE AIRPORT NEAR RUNWAY END 8R, BETWEEN THE
 AE5061'RUNWAY AND TAXIWAY E.  TO REACH FROM THE SOUTH SIDE OF THE AIR TRAFFIC
 AE5061'CONTROL TOWER, PROCEED SOUTH ACROSS THE RAMP FOR 0.15 MI (0.24 KM) TO
 AE5061'TAXIWAY E.  TURN RIGHT, WEST ALONG TAXIWAY E FOR 0.85 MI (1.37 KM) TO
 AE5061'THE STATION ON THE LEFT IN THE WEST END OF ISLAND FORMED BY RUNWAY 8R,
 AE5061'TAXIWAY E, TAXIWAY E-1, AND TAXIWAY E-2.  IT IS 113.0 FT (34.4 M)
 AE5061'NORTHWEST OF A TAXIWAY SIGN E-1, 62.0 FT (18.9 M) EAST OF THE EDGE OF
 AE5061'TAXIWAY E-1, AND 41.0 FT (12.5 M) SOUTHEAST OF TAXIWAY SIGN E E-1.
 AE5061'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL STATION DISK SET IN A
 AE5061'DRILL HOLE IN THE NORTHEAST CORNER OF A 3 X 4 FT (1.2 M) STORM DRAIN.
 AE5061
 AE5061                          STATION RECOVERY (1998)
 AE5061
 AE5061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AE5061'RECOVERED AS DESCRIBED.
 AE5061
 AE5061                          STATION RECOVERY (2003)
 AE5061
 AE5061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AE5061'MARK LIKELY DESTROYED DUE TO RECENT CONSTRUCTION.
 AE5061'FUTURE CONTACT IS GARY COFFMAN AT AIRPORT OPERATIONS 602-273-3302
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH2708 ***********************************************************************
 AH2708  DESIGNATION -  PHX K
 AH2708  PID         -  AH2708
 AH2708  STATE/COUNTY-  AZ/MARICOPA
 AH2708  USGS QUAD   -  TEMPE (1982)
 AH2708
 AH2708                         *CURRENT SURVEY CONTROL
 AH2708  ___________________________________________________________________
 AH2708* NAD 83(2007)-  33 26 23.33953(N)    111 59 22.29211(W)     ADJUSTED  
 AH2708* NAVD 88     -       344.5    (meters)    1130.     (feet)  GPS OBS   
 AH2708  ___________________________________________________________________
 AH2708  EPOCH DATE  -        2007.00
 AH2708  X           -  -1,995,005.873 (meters)                     COMP
 AH2708  Y           -  -4,940,412.950 (meters)                     COMP
 AH2708  Z           -   3,494,939.526 (meters)                     COMP
 AH2708  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AH2708  ELLIP HEIGHT-         314.773 (meters)          (02/10/07) ADJUSTED
 AH2708  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AH2708
 AH2708  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2708  Type    PID    Designation                      North   East  Ellip
 AH2708  -------------------------------------------------------------------
 AH2708  NETWORK AH2708 PHX K                             1.69   1.41   5.68
 AH2708  -------------------------------------------------------------------
 AH2708
 AH2708.The horizontal coordinates were established by GPS observations
 AH2708.and adjusted by the National Geodetic Survey in February 2007.
 AH2708
 AH2708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2708.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2708.The horizontal coordinates are valid at the epoch date displayed above.
 AH2708.The epoch date for horizontal control is a decimal equivalence
 AH2708.of Year/Month/Day.
 AH2708
 AH2708.The orthometric height was determined by GPS observations and a
 AH2708.high-resolution geoid model.
 AH2708
 AH2708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2708
 AH2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2708
 AH2708.The ellipsoidal height was determined by GPS observations
 AH2708.and is referenced to NAD 83.
 AH2708
 AH2708.The geoid height was determined by GEOID03.
 AH2708
 AH2708;                    North         East     Units Scale Factor Converg.
 AH2708;SPC AZ C     -   270,528.377   206,585.759   MT  0.99990057   -0 02 24.5
 AH2708;SPC AZ C     -   887,560.29    677,774.80   iFT  0.99990057   -0 02 24.5
 AH2708;UTM  12      - 3,700,484.478   408,022.182   MT  0.99970430   -0 32 43.2
 AH2708
 AH2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2708!SPC AZ C     -   0.99995059  x   0.99990057  =   0.99985116
 AH2708!UTM  12      -   0.99995059  x   0.99970430  =   0.99965490
 AH2708
 AH2708                          SUPERSEDED SURVEY CONTROL
 AH2708
 AH2708  ELLIP H (12/27/01)  314.809  (m)                       GP(       ) 4 2
 AH2708  NAD 83(1992)-  33 26 23.33859(N)    111 59 22.29135(W) AD(       ) 3
 AH2708  ELLIP H (09/15/98)  314.878  (m)                       GP(       ) 4 2
 AH2708
 AH2708.Superseded values are not recommended for survey control.
 AH2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2708.See file dsdata.txt to determine how the superseded data were derived.
 AH2708
 AH2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0802200484(NAD 83)
 AH2708_MARKER: DT = TOPOGRAPHIC STATION DISK
 AH2708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH2708_SP_SET: CONCRETE PAD
 AH2708_STAMPING: PHX K 1998
 AH2708_MARK LOGO: NOS   
 AH2708_PROJECTION: FLUSH
 AH2708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2708+STABILITY: SURFACE MOTION
 AH2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2708+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH2708
 AH2708  HISTORY     - Date     Condition        Report By
 AH2708  HISTORY     - 1998     MONUMENTED       NGS
 AH2708  HISTORY     - 20030618 MARK NOT FOUND   NGS
 AH2708  HISTORY     - 20040303 MARK NOT FOUND   NGS
 AH2708
 AH2708                          STATION DESCRIPTION
 AH2708
 AH2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AH2708'THE STATION IS LOCATED AT THE PHOENIX SKY HARBOR INTERNATIONAL AIRPORT
 AH2708'WHICH IS ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF THE INTERSECTION OF I-10
 AH2708'AND I-17.  STATION IS LOCATED AT THE EASTERN EDGE OF THE AIRPORT AND
 AH2708'SOUTHEAST OF RUNWAY END 26R.  AN ESCORT IS NEEDED TO GAIN ACCESS TO
 AH2708'THIS STATION.  FOR ACCESS CONTACT MR.  GARY E.  COFFMAN WITH
 AH2708'OPERATIONS.  PHONE (602) 273-3302.  THE STATION IS LOCATED 47.4 M
 AH2708'(155.5 FT) NORTH FROM THE CENTER OF AN 3 FT (0.9 M) BY 3 FT (0.9 M)
 AH2708'ACCESS COVER, 31.4 M (103.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AH2708'CONCRETE PAD FOR LIGHTED 26R-B12 SIGN AND 25.3 M (83.0 FT)
 AH2708'SOUTH-SOUTHWEST OF THE NORTHERN CORNER OF ASPHALT APRON AND SET IN THE
 AH2708'SOUTHEASTERN CORNER OF A CONCRETE PAD FOR A FUEL ACCESS COVER.
 AH2708
 AH2708                          STATION RECOVERY (2003)
 AH2708
 AH2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AH2708'MARK LIKELY DESTROYED DUE TO RECENT CONSTRUCTION.
 AH2708'FUTURE CONTACT IS GARY COFFMAN AT AIRPORT OPERATIONS 602-273-3302
 AH2708
 AH2708                          STATION RECOVERY (2004)
 AH2708
 AH2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AH2708'THE CONCRETE POST WAS FOUND WITH THE SURVEY DISK SHEARED OFF.  THE OLD
 AH2708'SHANK WAS DRILLED AND A NEW DISK WAS SET WITH THE DESIGNATION OF PHX
 AH2708'M.
 AH2708'REFER TO THE DESCRIPTION OF PHX M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH2709 ***********************************************************************
 AH2709  DESIGNATION -  PHX L
 AH2709  PID         -  AH2709
 AH2709  STATE/COUNTY-  AZ/MARICOPA
 AH2709  USGS QUAD   -  PHOENIX (1982)
 AH2709
 AH2709                         *CURRENT SURVEY CONTROL
 AH2709  ___________________________________________________________________
 AH2709* NAD 83(2007)-  33 26 29.77153(N)    112 01 16.39042(W)     ADJUSTED  
 AH2709* NAVD 88     -       339.3    (meters)    1113.     (feet)  GPS OBS   
 AH2709  ___________________________________________________________________
 AH2709  EPOCH DATE  -        2007.00
 AH2709  X           -  -1,997,695.839 (meters)                     COMP
 AH2709  Y           -  -4,939,203.330 (meters)                     COMP
 AH2709  Z           -   3,495,102.002 (meters)                     COMP
 AH2709  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AH2709  ELLIP HEIGHT-         309.528 (meters)          (02/10/07) ADJUSTED
 AH2709  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AH2709
 AH2709  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2709  Type    PID    Designation                      North   East  Ellip
 AH2709  -------------------------------------------------------------------
 AH2709  NETWORK AH2709 PHX L                             1.71   1.43   5.98
 AH2709  -------------------------------------------------------------------
 AH2709
 AH2709.The horizontal coordinates were established by GPS observations
 AH2709.and adjusted by the National Geodetic Survey in February 2007.
 AH2709
 AH2709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2709.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2709.The horizontal coordinates are valid at the epoch date displayed above.
 AH2709.The epoch date for horizontal control is a decimal equivalence
 AH2709.of Year/Month/Day.
 AH2709
 AH2709.The orthometric height was determined by GPS observations and a
 AH2709.high-resolution geoid model.
 AH2709
 AH2709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2709
 AH2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2709
 AH2709.The ellipsoidal height was determined by GPS observations
 AH2709.and is referenced to NAD 83.
 AH2709
 AH2709.The geoid height was determined by GEOID03.
 AH2709
 AH2709;                    North         East     Units Scale Factor Converg.
 AH2709;SPC AZ C     -   270,729.035   203,639.131   MT  0.99990116   -0 03 27.4
 AH2709;SPC AZ C     -   888,218.62    668,107.39   iFT  0.99990116   -0 03 27.4
 AH2709;UTM  12      - 3,700,711.065   405,078.006   MT  0.99971108   -0 33 46.2
 AH2709
 AH2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2709!SPC AZ C     -   0.99995141  x   0.99990116  =   0.99985257
 AH2709!UTM  12      -   0.99995141  x   0.99971108  =   0.99966250
 AH2709
 AH2709                          SUPERSEDED SURVEY CONTROL
 AH2709
 AH2709  ELLIP H (12/27/01)  309.563  (m)                       GP(       ) 4 2
 AH2709  NAD 83(1992)-  33 26 29.77058(N)    112 01 16.38966(W) AD(       ) 3
 AH2709  ELLIP H (09/15/98)  309.632  (m)                       GP(       ) 4 2
 AH2709
 AH2709.Superseded values are not recommended for survey control.
 AH2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2709.See file dsdata.txt to determine how the superseded data were derived.
 AH2709
 AH2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0507800711(NAD 83)
 AH2709_MARKER: DT = TOPOGRAPHIC STATION DISK
 AH2709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH2709_SP_SET: CONCRETE PAD
 AH2709_STAMPING: PHX L 1998
 AH2709_MARK LOGO: NOS   
 AH2709_PROJECTION: FLUSH
 AH2709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2709+STABILITY: SURFACE MOTION
 AH2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2709+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH2709
 AH2709  HISTORY     - Date     Condition        Report By
 AH2709  HISTORY     - 1998     MONUMENTED       NGS
 AH2709  HISTORY     - 20030618 MARK NOT FOUND   NGS
 AH2709
 AH2709                          STATION DESCRIPTION
 AH2709
 AH2709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AH2709'THE STATION IS LOCATED AT THE PHOENIX SKY HARBOR INTERNATIONAL AIRPORT
 AH2709'WHICH IS ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF THE INTERSECTION OF I-10
 AH2709'AND I-17.  STATION IS LOCATED AT THE WESTERN EDGE OF THE AIRPORT AND
 AH2709'WEST OF TAXIWAY A2 AND SOUTH OF TAXIWAY A.  AN ESCORT IS NEEDED TO
 AH2709'GAIN ACCESS TO THIS STATION.  FOR ACCESS CONTACT MR.  GARY E. COFFMAN
 AH2709'WITH OPERATIONS.  PHONE (602) 273-3302.  THE STATION IS LOCATED 49.9 M
 AH2709'(163.7 FT) WEST FROM THE NORTHWEST CORNER OF A LIGHTED TAXIWAY SIGN AT
 AH2709'THE HOLD BAR ON TAXIWAY A2, 25.8 M (84.6 FT) SOUTH-SOUTHWEST OF THE
 AH2709'FIRST TAXIWAY LIGHT WEST OF TAXIWAY A2 AND 23.2 M (76.1 FT)
 AH2709'SOUTH-SOUTHEAST FROM THE THIRD TAXIWAY LIGHT WEST OF TAXIWAY A2 AND
 AH2709'SET IN THE NORTHWEST CORNER OF A 6 FT (1.8 M) BY 6 FT (1.8 M) CONCRETE
 AH2709'PAD.
 AH2709
 AH2709                          STATION RECOVERY (2003)
 AH2709
 AH2709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JBW)
 AH2709'MARK LIKELY DESTROYED DUE TO RECENT CONSTRUCTION.
 AH2709'FUTURE CONTACT IS GARY COFFMAN AT AIRPORT OPERATIONS 602-273-3302
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5471 ***********************************************************************
 DG5471  PACS        -  This is a Primary Airport Control Station.
 DG5471  DESIGNATION -  PHX M
 DG5471  PID         -  DG5471
 DG5471  STATE/COUNTY-  AZ/MARICOPA
 DG5471  USGS QUAD   -  TEMPE (1982)
 DG5471
 DG5471                         *CURRENT SURVEY CONTROL
 DG5471  ___________________________________________________________________
 DG5471* NAD 83(2007)-  33 26 23.33957(N)    111 59 22.29211(W)     ADJUSTED  
 DG5471* NAVD 88     -       344.55   (meters)    1130.4    (feet)  GPS OBS   
 DG5471  ___________________________________________________________________
 DG5471  EPOCH DATE  -        2007.00
 DG5471  X           -  -1,995,005.881 (meters)                     COMP
 DG5471  Y           -  -4,940,412.969 (meters)                     COMP
 DG5471  Z           -   3,494,939.541 (meters)                     COMP
 DG5471  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DG5471  ELLIP HEIGHT-         314.799 (meters)          (02/10/07) ADJUSTED
 DG5471  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DG5471
 DG5471  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5471  Type    PID    Designation                      North   East  Ellip
 DG5471  -------------------------------------------------------------------
 DG5471  NETWORK DG5471 PHX M                             0.14   0.10   1.20
 DG5471  -------------------------------------------------------------------
 DG5471
 DG5471.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DG5471
 DG5471.The horizontal coordinates were established by GPS observations
 DG5471.and adjusted by the National Geodetic Survey in February 2007.
 DG5471
 DG5471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5471.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5471.The horizontal coordinates are valid at the epoch date displayed above.
 DG5471.The epoch date for horizontal control is a decimal equivalence
 DG5471.of Year/Month/Day.
 DG5471
 DG5471.The orthometric height was determined by GPS observations and a
 DG5471.high-resolution geoid model.
 DG5471
 DG5471.GPS derived orthometric heights for airport stations designated as
 DG5471.PACS or SACS are published to 2 decimal places.  This maintains
 DG5471.centimeter relative accuracy between the PACS and SACS.  It does
 DG5471.not indicate centimeter accuracy relative to other marks which are
 DG5471.part of the NAVD 88 network.
 DG5471
 DG5471.Photographs are available for this station.
 DG5471
 DG5471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5471
 DG5471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5471
 DG5471.The ellipsoidal height was determined by GPS observations
 DG5471.and is referenced to NAD 83.
 DG5471
 DG5471.The geoid height was determined by GEOID03.
 DG5471
 DG5471;                    North         East     Units Scale Factor Converg.
 DG5471;SPC AZ C     -   270,528.378   206,585.759   MT  0.99990057   -0 02 24.5
 DG5471;SPC AZ C     -   887,560.30    677,774.80   iFT  0.99990057   -0 02 24.5
 DG5471;UTM  12      - 3,700,484.479   408,022.182   MT  0.99970430   -0 32 43.2
 DG5471
 DG5471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5471!SPC AZ C     -   0.99995058  x   0.99990057  =   0.99985116
 DG5471!UTM  12      -   0.99995058  x   0.99970430  =   0.99965490
 DG5471
 DG5471                          SUPERSEDED SURVEY CONTROL
 DG5471
 DG5471  NAD 83(1992)-  33 26 23.33954(N)    111 59 22.29168(W) AD(       ) B
 DG5471  ELLIP H (05/10/04)  314.805  (m)                       GP(       ) 2 2
 DG5471
 DG5471.Superseded values are not recommended for survey control.
 DG5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5471.See file dsdata.txt to determine how the superseded data were derived.
 DG5471
 DG5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0802200484(NAD 83)
 DG5471_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5471_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5471_SP_SET: CONCRETE VAULT
 DG5471_STAMPING: PHX M 2004
 DG5471_MARK LOGO: NGS   
 DG5471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5471+STABILITY: SURFACE MOTION
 DG5471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5471+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2004
 DG5471
 DG5471  HISTORY     - Date     Condition        Report By
 DG5471  HISTORY     - 20040219 MONUMENTED       NGS
 DG5471
 DG5471                          STATION DESCRIPTION
 DG5471
 DG5471'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 DG5471'THE STATION IS LOCATED 5 MILES EAST OF DOWNTOWN PHOENIX AT THE PHOENIX
 DG5471'SKY HARBOR  INTERNATIONAL AIRPORT 0.2 MILE EAST-SOUTHEAST OF RUNWAY
 DG5471'END 26.
 DG5471' 
 DG5471'AN ESCORT IS REQUIRED TO ACCESS THE STATION.  CONTACT KEITH ROWE,
 DG5471'OPERATIONS AVIATION  SUPERVISOR.  ADDRESS--SKY HARBOR INTERNATIONAL
 DG5471'AIRPORT, 3300 SKY HARBOR BOULEVARD,  PHOENIX, AZ. 85034-4420.
 DG5471'PHONE--602-273-4378,  FAX--602-273-2183,  CELL--602-821-4388.
 DG5471' 
 DG5471'THE STATION IS A BRASS SURVEY DISK SET IN A DRILL HOLE 6400 FEET
 DG5471'EAST-NORTHEAST OF THE AIR  TRAFFIC CONTROL TOWER, 577 FEET NORTH OF
 DG5471'THE NORTHEAST CORNER OF THE AMERICA WEST  MAINTENANCE HANGAR, 249 FEET
 DG5471'NORTHWEST OF THE CENTER OF SERVICE ROAD ACCESS GATE 119,  235 FEET
 DG5471'SOUTHWEST OF DME 8, 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DG5471'TAXIWAY  SIGN 26 APCH B14 AND 0.7 FOOT NORTHWEST OF THE SOUTHEAST
 DG5471'CORNER OF A 14 FOOT SQUARE  CONCRETE VAULT FLUSH IN THE GROUND.
 DG5471' 
 DG5471'NOTE - THE SHANK OF PHX K WAS FOUND TO BE SHEARED OFF.  THIS STATION
 DG5471'WAS SET IN THE SAME  DRILL HOLE AS PHX K AND STAMPED---PHX M 2004.
 DG5471' 
 DG5471'THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION,  PACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5473 ***********************************************************************
 DG5473  SACS        -  This is a Secondary Airport Control Station.
 DG5473  DESIGNATION -  PHX N
 DG5473  PID         -  DG5473
 DG5473  STATE/COUNTY-  AZ/MARICOPA
 DG5473  USGS QUAD   -  PHOENIX (1982)
 DG5473
 DG5473                         *CURRENT SURVEY CONTROL
 DG5473  ___________________________________________________________________
 DG5473* NAD 83(2007)-  33 26 31.69219(N)    112 00 11.57696(W)     ADJUSTED  
 DG5473* NAVD 88     -       342.16   (meters)    1122.6    (feet)  GPS OBS   
 DG5473  ___________________________________________________________________
 DG5473  EPOCH DATE  -        2007.00
 DG5473  X           -  -1,996,132.398 (meters)                     COMP
 DG5473  Y           -  -4,939,802.790 (meters)                     COMP
 DG5473  Z           -   3,495,152.959 (meters)                     COMP
 DG5473  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DG5473  ELLIP HEIGHT-         312.391 (meters)          (02/10/07) ADJUSTED
 DG5473  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DG5473
 DG5473  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5473  Type    PID    Designation                      North   East  Ellip
 DG5473  -------------------------------------------------------------------
 DG5473  NETWORK DG5473 PHX N                             0.31   0.29   1.94
 DG5473  -------------------------------------------------------------------
 DG5473
 DG5473.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DG5473
 DG5473.The horizontal coordinates were established by GPS observations
 DG5473.and adjusted by the National Geodetic Survey in February 2007.
 DG5473
 DG5473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5473.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5473.The horizontal coordinates are valid at the epoch date displayed above.
 DG5473.The epoch date for horizontal control is a decimal equivalence
 DG5473.of Year/Month/Day.
 DG5473
 DG5473.The orthometric height was determined by GPS observations and a
 DG5473.high-resolution geoid model.
 DG5473
 DG5473.GPS derived orthometric heights for airport stations designated as
 DG5473.PACS or SACS are published to 2 decimal places.  This maintains
 DG5473.centimeter relative accuracy between the PACS and SACS.  It does
 DG5473.not indicate centimeter accuracy relative to other marks which are
 DG5473.part of the NAVD 88 network.
 DG5473
 DG5473.Photographs are available for this station.
 DG5473
 DG5473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5473
 DG5473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5473
 DG5473.The ellipsoidal height was determined by GPS observations
 DG5473.and is referenced to NAD 83.
 DG5473
 DG5473.The geoid height was determined by GEOID03.
 DG5473
 DG5473;                    North         East     Units Scale Factor Converg.
 DG5473;SPC AZ C     -   270,786.664   205,313.089   MT  0.99990080   -0 02 51.7
 DG5473;SPC AZ C     -   888,407.69    673,599.37   iFT  0.99990080   -0 02 51.7
 DG5473;UTM  12      - 3,700,753.924   406,752.087   MT  0.99970720   -0 33 10.5
 DG5473
 DG5473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5473!SPC AZ C     -   0.99995096  x   0.99990080  =   0.99985176
 DG5473!UTM  12      -   0.99995096  x   0.99970720  =   0.99965817
 DG5473
 DG5473                          SUPERSEDED SURVEY CONTROL
 DG5473
 DG5473  NAD 83(1992)-  33 26 31.69215(N)    112 00 11.57654(W) AD(       ) 1
 DG5473  ELLIP H (05/10/04)  312.397  (m)                       GP(       ) 4 2
 DG5473
 DG5473.Superseded values are not recommended for survey control.
 DG5473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5473.See file dsdata.txt to determine how the superseded data were derived.
 DG5473
 DG5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0675200754(NAD 83)
 DG5473_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5473_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5473_SP_SET: CONCRETE DRAIN
 DG5473_STAMPING: PHX N 2004
 DG5473_MARK LOGO: NGS   
 DG5473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5473+STABILITY: SURFACE MOTION
 DG5473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5473+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 DG5473
 DG5473  HISTORY     - Date     Condition        Report By
 DG5473  HISTORY     - 20040224 MONUMENTED       NGS
 DG5473
 DG5473                          STATION DESCRIPTION
 DG5473
 DG5473'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 DG5473'THE STATION IS LOCATED 5 MILES EAST OF DOWNTOWN PHOENIX AT THE PHOENIX
 DG5473'SKY HARBOR  INTERNATIONAL AIRPORT 0.7 MILE WEST OF RUNWAY END 26.
 DG5473' 
 DG5473'AN ESCORT IS REQUIRED TO ACCESS THE STATION.  CONTACT KEITH ROWE,
 DG5473'OPERATIONS AVIATION  SUPERVISOR.  ADDRESS--SKY HARBOR INTERNATIONAL
 DG5473'AIRPORT, 3300 SKY HARBOR BOULEVARD,  PHOENIX, AZ. 85034-4420.
 DG5473'PHONE--602-273-4378,  FAX--602-273-2183,  CELL--602-821-4388.
 DG5473' 
 DG5473'THE STATION IS A BRASS SURVEY DISK SET IN A DRILL HOLE 3170 FEET
 DG5473'NORTHEAST OF THE AIR  TRAFFIC CONTROL TOWER, 620 FEET WEST ALONG
 DG5473'SERVICE ROAD FROM TAXIWAY A8, 530 FEET EAST  OF THE SOUTHEAST CORNER
 DG5473'OF THE HONEYWELL BUILDING, 286 FEET WEST-SOUTHWEST OF THE  SOUTHWEST
 DG5473'CORNER OF A ROW OF HANGARS, 6.4 FEET SOUTH OF A PK NAIL AND WASHER AT
 DG5473'THE  SOUTH EDGE OF SERVICE ROAD, 0.5 FOOT NORTHWEST OF THE SOUTHEAST
 DG5473'CORNER OF A 5 FOOT  SQUARE CONCRETE DRAIN AND 0.5 FOOT BELOW THE
 DG5473'SERVICE ROAD.
 DG5473' 
 DG5473'THIS STATION IS A SECONDARY AIRPORT CONTROL  STATION,  SACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5472 ***********************************************************************
 DG5472  SACS        -  This is a Secondary Airport Control Station.
 DG5472  DESIGNATION -  PHX P
 DG5472  PID         -  DG5472
 DG5472  STATE/COUNTY-  AZ/MARICOPA
 DG5472  USGS QUAD   -  PHOENIX (1982)
 DG5472
 DG5472                         *CURRENT SURVEY CONTROL
 DG5472  ___________________________________________________________________
 DG5472* NAD 83(2007)-  33 26 16.81413(N)    112 01 08.30487(W)     ADJUSTED  
 DG5472* NAVD 88     -       338.35   (meters)    1110.1    (feet)  GPS OBS   
 DG5472  ___________________________________________________________________
 DG5472  EPOCH DATE  -        2007.00
 DG5472  X           -  -1,997,584.396 (meters)                     COMP
 DG5472  Y           -  -4,939,484.832 (meters)                     COMP
 DG5472  Z           -   3,494,768.327 (meters)                     COMP
 DG5472  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DG5472  ELLIP HEIGHT-         308.554 (meters)          (02/10/07) ADJUSTED
 DG5472  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DG5472
 DG5472  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5472  Type    PID    Designation                      North   East  Ellip
 DG5472  -------------------------------------------------------------------
 DG5472  NETWORK DG5472 PHX P                             0.33   0.29   1.94
 DG5472  -------------------------------------------------------------------
 DG5472
 DG5472.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DG5472
 DG5472.The horizontal coordinates were established by GPS observations
 DG5472.and adjusted by the National Geodetic Survey in February 2007.
 DG5472
 DG5472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5472.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5472.The horizontal coordinates are valid at the epoch date displayed above.
 DG5472.The epoch date for horizontal control is a decimal equivalence
 DG5472.of Year/Month/Day.
 DG5472
 DG5472.The orthometric height was determined by GPS observations and a
 DG5472.high-resolution geoid model.
 DG5472
 DG5472.GPS derived orthometric heights for airport stations designated as
 DG5472.PACS or SACS are published to 2 decimal places.  This maintains
 DG5472.centimeter relative accuracy between the PACS and SACS.  It does
 DG5472.not indicate centimeter accuracy relative to other marks which are
 DG5472.part of the NAVD 88 network.
 DG5472
 DG5472.Photographs are available for this station.
 DG5472
 DG5472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5472
 DG5472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5472
 DG5472.The ellipsoidal height was determined by GPS observations
 DG5472.and is referenced to NAD 83.
 DG5472
 DG5472.The geoid height was determined by GEOID03.
 DG5472
 DG5472;                    North         East     Units Scale Factor Converg.
 DG5472;SPC AZ C     -   270,329.662   203,847.560   MT  0.99990112   -0 03 22.9
 DG5472;SPC AZ C     -   886,908.34    668,791.21   iFT  0.99990112   -0 03 22.9
 DG5472;UTM  12      - 3,700,309.947   405,282.867   MT  0.99971060   -0 33 41.5
 DG5472
 DG5472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5472!SPC AZ C     -   0.99995156  x   0.99990112  =   0.99985269
 DG5472!UTM  12      -   0.99995156  x   0.99971060  =   0.99966218
 DG5472
 DG5472                          SUPERSEDED SURVEY CONTROL
 DG5472
 DG5472  NAD 83(1992)-  33 26 16.81410(N)    112 01 08.30445(W) AD(       ) 1
 DG5472  ELLIP H (05/10/04)  308.560  (m)                       GP(       ) 4 2
 DG5472
 DG5472.Superseded values are not recommended for survey control.
 DG5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5472.See file dsdata.txt to determine how the superseded data were derived.
 DG5472
 DG5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0528300310(NAD 83)
 DG5472_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5472_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5472_SP_SET: CONCRETE DRAIN
 DG5472_STAMPING: PHX P 2004
 DG5472_MARK LOGO: NGS   
 DG5472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5472+STABILITY: SURFACE MOTION
 DG5472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5472+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 DG5472
 DG5472  HISTORY     - Date     Condition        Report By
 DG5472  HISTORY     - 20040224 MONUMENTED       NGS
 DG5472
 DG5472                          STATION DESCRIPTION
 DG5472
 DG5472'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 DG5472'THE STATION IS LOCATED 5 MILES EAST OF DOWNTOWN PHOENIX AT THE PHOENIX
 DG5472'SKY HARBOR  INTERNATIONAL AIRPORT 0.7 MILE SOUTHEAST OF RUNWAY END 8.
 DG5472' 
 DG5472'AN ESCORT IS REQUIRED TO ACCESS THE STATION.  CONTACT KEITH ROWE,
 DG5472'OPERATIONS AVIATION  SUPERVISOR.  ADDRESS--SKY HARBOR INTERNATIONAL
 DG5472'AIRPORT, 3300 SKY HARBOR BOULEVARD,  PHOENIX, AZ. 85034-4420.
 DG5472'PHONE--602-273-4378,  FAX--602-273-2183,  CELL--602-821-4388.
 DG5472' 
 DG5472'THE STATION IS A BRASS SURVEY DISK SET IN A DRILL HOLE 2900 FEET
 DG5472'WEST-NORTHWEST OF THE  AIR TRAFFIC CONTROL TOWER, 112 FEET NORTH OF
 DG5472'THE CENTER OF SERVICE ROAD ACCESS GATE  144, 80.4 FEET EAST-NORTHEAST
 DG5472'OF THE NORTHEAST CORNER OF THE AIRPORT POLICE STATION, 77.2  FEET DUE
 DG5472'EAST OF THE EAST END OF A SIDEWALK ALONG THE NORTH SIDE OF THE POLICE
 DG5472'STATION  AND 1.2 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF A 13
 DG5472'FOOT SQUARE CONCRETE  DRAIN.
 DG5472' 
 DG5472'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION,  SACS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1562 ***********************************************************************
 DV1562  DESIGNATION -  PI 3 53
 DV1562  PID         -  DV1562
 DV1562  STATE/COUNTY-  AZ/MARICOPA
 DV1562  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1562
 DV1562                         *CURRENT SURVEY CONTROL
 DV1562  ___________________________________________________________________
 DV1562* NAD 83(1986)-  33 31 46.     (N)    113 06 45.     (W)     SCALED    
 DV1562* NAVD 88     -       370.00   (+/-2cm)    1213.9    (feet)  VERTCON   
 DV1562  ___________________________________________________________________
 DV1562  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV1562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1562
 DV1562.The horizontal coordinates were scaled from a topographic map and have
 DV1562.an estimated accuracy of +/- 6 seconds.
 DV1562
 DV1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1562.The vertical order pertains to the NGVD 29 superseded value.
 DV1562
 DV1562.The geoid height was determined by GEOID03.
 DV1562
 DV1562;                    North         East    Units  Estimated Accuracy
 DV1562;SPC AZ C     -   281,110.      102,290.      MT  (+/- 180 meters Scaled)
 DV1562
 DV1562                          SUPERSEDED SURVEY CONTROL
 DV1562
 DV1562  NGVD 29 (??/??/92)  369.389  (m)         1211.90   (f) ADJ UNCH    2 0
 DV1562
 DV1562.Superseded values are not recommended for survey control.
 DV1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1562.See file dsdata.txt to determine how the superseded data were derived.
 DV1562
 DV1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC038119(NAD 83)
 DV1562_MARKER: DD = SURVEY DISK
 DV1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1562_STAMPING: P I 3 53 1962
 DV1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1562+STABILITY: SURFACE MOTION
 DV1562
 DV1562  HISTORY     - Date     Condition        Report By
 DV1562  HISTORY     - 1962     MONUMENTED       AZHD
 DV1562
 DV1562                          STATION DESCRIPTION
 DV1562
 DV1562'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962
 DV1562'14.3 MI NW FROM TOROPAH.
 DV1562'1.2 MILES EAST-SOUTHEAST OF A 415 52 AN ARIZONA HIGHWAY DEPARTMENT
 DV1562'DISK STAMPED P I 3 53 1962, SET IN TOP OF A CONCRETE POST FLUSH WITH
 DV1562'THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV1562'INTERSTATE HIGHWAY 10, 2.2 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0814 ***********************************************************************
 DA0814  DESIGNATION -  PIAS
 DA0814  PID         -  DA0814
 DA0814  STATE/COUNTY-  AZ/MARICOPA
 DA0814  USGS QUAD   -  SENTINEL (1986)
 DA0814
 DA0814                         *CURRENT SURVEY CONTROL
 DA0814  ___________________________________________________________________
 DA0814* NAD 83(1992)-  32 51 17.33350(N)    113 14 26.57022(W)     ADJUSTED  
 DA0814* NAVD 88     -       210.43   (+/-2cm)     690.4    (feet)  VERTCON   
 DA0814  ___________________________________________________________________
 DA0814  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DA0814  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DA0814  HORZ ORDER  -  SECOND
 DA0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0814
 DA0814.The horizontal coordinates were established by classical geodetic methods
 DA0814.and adjusted by the National Geodetic Survey in August 1993.
 DA0814
 DA0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0814.The vertical order pertains to the NGVD 29 superseded value.
 DA0814
 DA0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0814
 DA0814.The geoid height was determined by GEOID03.
 DA0814
 DA0814;                    North         East     Units Scale Factor Converg.
 DA0814;SPC AZ C     -   206,428.600    89,429.086   MT  1.00008932   -0 43 06.3
 DA0814;SPC AZ C     -   677,259.19    293,402.51   iFT  1.00008932   -0 43 06.3
 DA0814;SPC AZ W     -   205,773.455   261,029.298   MT  0.99996134   +0 16 34.7
 DA0814;SPC AZ W     -   675,109.76    856,395.33   iFT  0.99996134   +0 16 34.7
 DA0814;UTM  12      - 3,637,416.945   290,317.530   MT  1.00014215   -1 12 57.8
 DA0814
 DA0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0814!SPC AZ C     -   0.99997197  x   1.00008932  =   1.00006129
 DA0814!SPC AZ W     -   0.99997197  x   0.99996134  =   0.99993331
 DA0814!UTM  12      -   0.99997197  x   1.00014215  =   1.00011411
 DA0814
 DA0814|---------------------------------------------------------------------|
 DA0814| PID    Reference Object                     Distance      Geod. Az  |
 DA0814|                                                           dddmmss.s |
 DA0814| DA0816 PIAS RM 1                             9.092 METERS 12004     |
 DA0814| DA0815 PIAS RM 2                             8.905 METERS 21259     |
 DA0814| DA0809 HOYT                                APPROX. 3.8 KM 2535637.9 |
 DA0814|---------------------------------------------------------------------|
 DA0814
 DA0814                          SUPERSEDED SURVEY CONTROL
 DA0814
 DA0814  NAD 83(1986)-  32 51 17.32805(N)    113 14 26.57629(W) AD(       ) 2
 DA0814  NAD 27      -  32 51 17.15090(N)    113 14 23.91510(W) AD(       ) 2
 DA0814  NGVD 29 (??/??/92)  209.828  (m)          688.41   (f) ADJ UNCH    2 0
 DA0814
 DA0814.Superseded values are not recommended for survey control.
 DA0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0814.See file dsdata.txt to determine how the superseded data were derived.
 DA0814
 DA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9031837417(NAD 83)
 DA0814_MARKER: DS = TRIANGULATION STATION DISK
 DA0814_SETTING: 66 = SET IN ROCK OUTCROP
 DA0814_SP_SET: BED ROCK
 DA0814_STAMPING: PIAS 1960
 DA0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0814+STABILITY: POSITION/ELEVATION WELL
 DA0814
 DA0814  HISTORY     - Date     Condition        Report By
 DA0814  HISTORY     - 1960     MONUMENTED       CGS
 DA0814  HISTORY     - 1960     GOOD             CGS
 DA0814  HISTORY     - 1980     GOOD             USGS
 DA0814
 DA0814                          STATION DESCRIPTION
 DA0814
 DA0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0814'THE STATION IS 1.8 MILES WESTERLY ALONG U.S. HIGHWAY 80
 DA0814'FROM THE POST OFFICE AT SENTINEL, 0.1 MILE SOUTH OF THE HIGHWAY
 DA0814'AND 0.05 MILE EAST OF HIGHWAY MILEPOST 88.  IT IS ON THE SOUTHERN
 DA0814'END OF A LOW LAVA ROCK COVERED RIDGE 8 FEET EAST OF A METAL
 DA0814'WITNESS POST WITH SIGN ATTACHED.
 DA0814'
 DA0814'TO REACH THE STATION FROM HIGHWAY MILEPOST 88 GO WEST FOR
 DA0814'ABOUT 200 YARDS, TURN LEFT, SOUTH, LEAVING THE HIGHWAY AND
 DA0814'FOLLOW A SET OF DIM TRACK THROUGH THE LAVA FIELDS TO THE SOUTHERN
 DA0814'END OF THE RIDGE FOR 0.15 MILE AND THE STATION SITE.
 DA0814'
 DA0814'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 DA0814'OUTCROPPING BEDROCK PROJECTING 8 INCHES AND STAMPED PIAS 1960.
 DA0814'
 DA0814'REFERENCE MARK 1, STAMPED PIAS NO 1 1960, IS A STANDARD DISK
 DA0814'SET IN CEMENT IN DRILL HOLE IN A BOULDER PROJECTING 3 INCHES
 DA0814'AND IS ABOUT LEVEL WITH THE STATION.
 DA0814'
 DA0814'REFERENCE MARK 2, STAMPED PIAS NO 2 1960, IS A STANDARD DISK
 DA0814'SET IN CEMENT IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 DA0814'SURFACE AND ABOUT 18 INCHES LOWER THAN THE STATION.
 DA0814'
 DA0814'A 2-WHEEL DRIVE STATION.
 DA0814
 DA0814                          STATION RECOVERY (1960)
 DA0814
 DA0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0814'1.8 MI W FROM SENTINEL.
 DA0814'1.8 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0814'0.1 MILE SOUTH OF THE HIGHWAY, 29.83 FEET WEST OF R.M. 1, 29.12 FEET
 DA0814'NORTHEAST OF R.M. 2, 8 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 DA0814'SET IN A DRILL HOLE IN BEDROCK PROJECTING 8 INCHES.
 DA0814
 DA0814                          STATION RECOVERY (1980)
 DA0814
 DA0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0814'THE STATION IS 1.8 MILES WEST OF THE SENTINEL GAS STATION ALONG U.S.
 DA0814'INTERSTATE 8, .06 MILE SOUTH OF THE EAST BOUND LANE. IT IS ON THE
 DA0814'SOUTHERN END OF A LOW LAVA ROCK COVERED RIDGE, 8 FEET EAST OF A METAL
 DA0814'POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0816 ***********************************************************************
 DA0816  DESIGNATION -  PIAS RM 1
 DA0816  PID         -  DA0816
 DA0816  STATE/COUNTY-  AZ/MARICOPA
 DA0816  USGS QUAD   -  SENTINEL (1986)
 DA0816
 DA0816                         *CURRENT SURVEY CONTROL
 DA0816  ___________________________________________________________________
 DA0816* NAD 83(1986)-  32 51 17.     (N)    113 14 26.     (W)     SCALED    
 DA0816* NAVD 88     -       210.27   (+/-2cm)     689.9    (feet)  VERTCON   
 DA0816  ___________________________________________________________________
 DA0816  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DA0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0816
 DA0816.The horizontal coordinates were scaled from a topographic map and have
 DA0816.an estimated accuracy of +/- 6 seconds.
 DA0816
 DA0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0816.The vertical order pertains to the NGVD 29 superseded value.
 DA0816
 DA0816.The geoid height was determined by GEOID03.
 DA0816
 DA0816;                    North         East    Units  Estimated Accuracy
 DA0816;SPC AZ C     -   206,420.       89,440.      MT  (+/- 180 meters Scaled)
 DA0816
 DA0816                          SUPERSEDED SURVEY CONTROL
 DA0816
 DA0816  NGVD 29 (??/??/92)  209.665  (m)          687.88   (f) ADJ UNCH    2 0
 DA0816
 DA0816.Superseded values are not recommended for survey control.
 DA0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0816.See file dsdata.txt to determine how the superseded data were derived.
 DA0816
 DA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB903374(NAD 83)
 DA0816_MARKER: DR = REFERENCE MARK DISK
 DA0816_SETTING: 80 = SET IN A BOULDER
 DA0816_SP_SET: BOULDER
 DA0816_STAMPING: PIAS NO 1 1960
 DA0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0816+STABILITY: SURFACE MOTION
 DA0816
 DA0816  HISTORY     - Date     Condition        Report By
 DA0816  HISTORY     - 1960     MONUMENTED       CGS
 DA0816
 DA0816                          STATION DESCRIPTION
 DA0816
 DA0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0816'1.8 MI W FROM SENTINEL.
 DA0816'1.8 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0816'0.1 MILE SOUTH OF THE HIGHWAY, 29.83 FEET EAST OF THE STATION MARK,
 DA0816'SET IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES AND ABOUT LEVEL
 DA0816'WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0815 ***********************************************************************
 DA0815  DESIGNATION -  PIAS RM 2
 DA0815  PID         -  DA0815
 DA0815  STATE/COUNTY-  AZ/MARICOPA
 DA0815  USGS QUAD   -  SENTINEL (1986)
 DA0815
 DA0815                         *CURRENT SURVEY CONTROL
 DA0815  ___________________________________________________________________
 DA0815* NAD 83(1986)-  32 51 17.     (N)    113 14 26.     (W)     SCALED    
 DA0815* NAVD 88     -       210.01   (+/-2cm)     689.0    (feet)  VERTCON   
 DA0815  ___________________________________________________________________
 DA0815  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DA0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0815
 DA0815.The horizontal coordinates were scaled from a topographic map and have
 DA0815.an estimated accuracy of +/- 6 seconds.
 DA0815
 DA0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0815.The vertical order pertains to the NGVD 29 superseded value.
 DA0815
 DA0815.The geoid height was determined by GEOID03.
 DA0815
 DA0815;                    North         East    Units  Estimated Accuracy
 DA0815;SPC AZ C     -   206,420.       89,440.      MT  (+/- 180 meters Scaled)
 DA0815
 DA0815                          SUPERSEDED SURVEY CONTROL
 DA0815
 DA0815  NGVD 29 (??/??/92)  209.408  (m)          687.03   (f) ADJ UNCH    2 0
 DA0815
 DA0815.Superseded values are not recommended for survey control.
 DA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0815.See file dsdata.txt to determine how the superseded data were derived.
 DA0815
 DA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB903374(NAD 83)
 DA0815_MARKER: DR = REFERENCE MARK DISK
 DA0815_SETTING: 80 = SET IN A BOULDER
 DA0815_SP_SET: BOULDER
 DA0815_STAMPING: PIAS NO 2 1960
 DA0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0815+STABILITY: SURFACE MOTION
 DA0815
 DA0815  HISTORY     - Date     Condition        Report By
 DA0815  HISTORY     - 1960     MONUMENTED       CGS
 DA0815
 DA0815                          STATION DESCRIPTION
 DA0815
 DA0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0815'1.8 MI W FROM SENTINEL.
 DA0815'1.8 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0815'0.1 MILE SOUTH OF THE HIGHWAY, 29.12 FEET SOUTHWEST OF THE STATION
 DA0815'MARK, SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND AND ABOUT
 DA0815'18 INCHES LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0925 ***********************************************************************
 FR0925  DESIGNATION -  PICA
 FR0925  PID         -  FR0925
 FR0925  STATE/COUNTY-  AZ/COCONINO
 FR0925  USGS QUAD   -  GRAND CANYON CAVERNS (1981)
 FR0925
 FR0925                         *CURRENT SURVEY CONTROL
 FR0925  ___________________________________________________________________
 FR0925* NAD 83(1992)-  35 30 14.99404(N)    113 08 36.33312(W)     ADJUSTED  
 FR0925* NAVD 88     -      1597.95   (+/-2cm)    5242.6    (feet)  VERTCON   
 FR0925  ___________________________________________________________________
 FR0925  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 FR0925  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FR0925  HORZ ORDER  -  THIRD
 FR0925  VERT ORDER  -  THIRD ? (See Below)
 FR0925
 FR0925.The horizontal coordinates were established by classical geodetic methods
 FR0925.and adjusted by the National Geodetic Survey in August 1993.
 FR0925
 FR0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0925.The vertical order pertains to the NGVD 29 superseded value.
 FR0925
 FR0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0925
 FR0925.The geoid height was determined by GEOID03.
 FR0925
 FR0925;                    North         East     Units Scale Factor Converg.
 FR0925;SPC AZ C     -   500,195.295   102,070.968   MT  1.00005258   -0 42 45.1
 FR0925;SPC AZ C     - 1,641,060.68    334,878.50   iFT  1.00005258   -0 42 45.1
 FR0925;UTM  12      - 3,931,067.732   305,601.216   MT  1.00006572   -1 14 42.8
 FR0925
 FR0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0925!SPC AZ C     -   0.99975321  x   1.00005258  =   0.99980578
 FR0925!UTM  12      -   0.99975321  x   1.00006572  =   0.99981892
 FR0925
 FR0925:                Primary Azimuth Mark                     Grid Az
 FR0925:SPC AZ C     -  PICA AZ MK 2                             094 45 52.1
 FR0925:UTM  12      -  PICA AZ MK 2                             095 17 49.8
 FR0925
 FR0925|---------------------------------------------------------------------|
 FR0925| PID    Reference Object                     Distance      Geod. Az  |
 FR0925|                                                           dddmmss.s |
 FR0925| FR0922 PICA AZ MK 2                        APPROX. 3.3 KM 0940307.0 |
 FR0925| CH3912 PICA RM 1                            12.683 METERS 12704     |
 FR0925| FR0940 PICA LARGE TANK                     APPROX. 5.0 KM 1755713.3 |
 FR0925| CH3911 PICA AZ MK 1                                       1973826.5 |
 FR0925| CH3913 PICA RM 2                            13.742 METERS 21300     |
 FR0925|---------------------------------------------------------------------|
 FR0925
 FR0925                          SUPERSEDED SURVEY CONTROL
 FR0925
 FR0925  NAD 83(1986)-  35 30 14.98520(N)    113 08 36.33288(W) AD(       ) 3
 FR0925  NAD 27      -  35 30 15.01800(N)    113 08 33.60500(W) AD(       ) 3
 FR0925  NGVD 29 (07/19/86) 1597.05   (m)         5239.7    (f) LEVELING    3  
 FR0925
 FR0925.Superseded values are not recommended for survey control.
 FR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0925.See file dsdata.txt to determine how the superseded data were derived.
 FR0925
 FR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0560131068(NAD 83)
 FR0925_MARKER: DS = TRIANGULATION STATION DISK
 FR0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0925
 FR0925  HISTORY     - Date     Condition        Report By
 FR0925  HISTORY     - 1936     MONUMENTED       CGS
 FR0925  HISTORY     - 1955     GOOD             CGS
 FR0925
 FR0925                          STATION DESCRIPTION
 FR0925
 FR0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0925'STATION IS 16 MILES AIRLINE EAST OF PEACH SPRINGS, AND 3 MILES
 FR0925'NORTHWEST OF THE RAILROAD STATION OF PICA.
 FR0925'
 FR0925'TO REACH FROM PEACH SPRINGS.  GO EAST ON U.S. HIGHWAY 66 FOR
 FR0925'17.5 MILES, TURN LEFT ON DIRT ROAD, PASS THROUGH GATE IN WIRE FENCE
 FR0925'AND FOLLOW ROAD IN A NORTHERLY DIRECTION 1.3 MILES TO STATION WHICH
 FR0925'IS ABOUT 20 FEET ON THE RIGHT-HAND SIDE OF THE ROAD (EAST).
 FR0925'AZIMUTH STATION.  NO. 1 IS NOT STAMPED ON THE DISK.  AZIMUTH MARK
 FR0925'NO. 2 IS A STANDARD DISK, CEMENTED IN DRILL HOLE IN A BOULDER
 FR0925'WHICH IS BURIED IN THE GROUND LEAVING THE TOP EXPOSED.  NO.
 FR0925'2, THE NAME AND DATE, ARE PUNCHED ON THE DISK.  AZIMUTH MARK NO.
 FR0925'2 CAN BE REACHED BY DRIVING ACROSS THE FLATS 2.0 MILES DUE EAST
 FR0925'OR BY GOING BACK TO U.S. HIGHWAY 66, TURN LEFT AND GO SOUTHEAST
 FR0925'ALONG THE HIGHWAY 2.4 MILES.  HERE TURN LEFT OFF HIGHWAY, PASS
 FR0925'OVER CATTLE GUARD AND FOLLOW DIRT ROAD PARALLEL-FENCE NORTHWARD 2.4
 FR0925'MILES TO A POINT OPPOSITE A GATE IN THE FENCE ON THE RIGHT.  HERE
 FR0925'TURN FULL LEFT AND FOLLOW A DIRT ROAD 0.9 MILE TO TWO HITCHING
 FR0925'POSTS ON THE LEFT (SOUTH), CONTINUE 0.2 MILE AND TURN FULL
 FR0925'RIGHT OFF ROAD (90 DEGREES) AND DRIVE 0.1 MILE ACROSS FLATS TO
 FR0925'AZIMUTH MARK WHICH IS ON A SLIGHT BUMP IN THE GROUND.  A 4-FOOT
 FR0925'STAND WAS LEFT INTACT.
 FR0925'
 FR0925'SURFACE, UNDERGROUND, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH
 FR0925'MARK NO. 1 ARE SET IN SQUARE CONCRETE MONUMENTS.  AZIMUTH
 FR0925'MARK NO. 2 IS SET INTO A DRILL HOLE IN A BOULDER.
 FR0925
 FR0925                          STATION RECOVERY (1955)
 FR0925
 FR0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0925'RECOVERED.  THE STATION, REFERENCE MARKS, AND AZIMUTH MARK 1
 FR0925'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION
 FR0925'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0922 ***********************************************************************
 FR0922  DESIGNATION -  PICA AZ MK 2
 FR0922  PID         -  FR0922
 FR0922  STATE/COUNTY-  AZ/COCONINO
 FR0922  USGS QUAD   -  BIG CHIEF TANK (1981)
 FR0922
 FR0922                         *CURRENT SURVEY CONTROL
 FR0922  ___________________________________________________________________
 FR0922* NAD 83(1992)-  35 30 07.42352(N)    113 06 25.97896(W)     ADJUSTED  
 FR0922* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 FR0922  ___________________________________________________________________
 FR0922  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 FR0922  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FR0922  HORZ ORDER  -  THIRD
 FR0922
 FR0922.The horizontal coordinates were established by classical geodetic methods
 FR0922.and adjusted by the National Geodetic Survey in August 1993.
 FR0922
 FR0922.The orthometric height was scaled from a topographic map.
 FR0922
 FR0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0922
 FR0922.The geoid height was determined by GEOID03.
 FR0922
 FR0922;                    North         East     Units Scale Factor Converg.
 FR0922;SPC AZ C     -   499,921.732   105,353.159   MT  1.00004371   -0 41 29.2
 FR0922;SPC AZ C     - 1,640,163.16    345,646.85   iFT  1.00004371   -0 41 29.2
 FR0922;UTM  12      - 3,930,763.664   308,880.754   MT  1.00005014   -1 13 26.8
 FR0922
 FR0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0922!SPC AZ C     -   0.99975509  x   1.00004371  =   0.99979879
 FR0922!UTM  12      -   0.99975509  x   1.00005014  =   0.99980522
 FR0922
 FR0922:                Primary Azimuth Mark                     Grid Az
 FR0922:SPC AZ C     -  PICA LARGE TANK                          212 07 10.5
 FR0922:UTM  12      -  PICA LARGE TANK                          212 39 08.1
 FR0922
 FR0922|---------------------------------------------------------------------|
 FR0922| PID    Reference Object                     Distance      Geod. Az  |
 FR0922|                                                           dddmmss.s |
 FR0922| FR0940 PICA LARGE TANK                     APPROX. 5.6 KM 2112541.3 |
 FR0922| FR0925 PICA                                APPROX. 3.3 KM 2740422.7 |
 FR0922|---------------------------------------------------------------------|
 FR0922
 FR0922                          SUPERSEDED SURVEY CONTROL
 FR0922
 FR0922  NAD 83(1986)-  35 30 07.41448(N)    113 06 25.97842(W) AD(       ) 3
 FR0922  NAD 27      -  35 30 07.44700(N)    113 06 23.25100(W) AD(       ) 3
 FR0922
 FR0922.Superseded values are not recommended for survey control.
 FR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0922.See file dsdata.txt to determine how the superseded data were derived.
 FR0922
 FR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0888130764(NAD 83)
 FR0922_MARKER: DS = TRIANGULATION STATION DISK
 FR0922_SETTING: 80 = SET IN A BOULDER
 FR0922_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FR0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0922+STABILITY: SURFACE MOTION
 FR0922
 FR0922  HISTORY     - Date     Condition        Report By
 FR0922  HISTORY     - 1936     MONUMENTED       CGS
 FR0922
 FR0922                          STATION DESCRIPTION
 FR0922
 FR0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FR0922'TO REACH STATION PICA FROM PEACH SPRINGS.  GO EAST ON U.S. HIGHWAY 66
 FR0922'FOR 17.5 MILES, TURN LEFT ON DIRT ROAD, PASS THROUGH
 FR0922'GATE IN WIRE FENCE
 FR0922'AND FOLLOW ROAD IN A NORTHERLY DIRECTION 1.3 MILES TO STATION WHICH
 FR0922'IS ABOUT 20 FEET ON THE RIGHT-HAND SIDE OF THE ROAD (EAST).
 FR0922'AZIMUTH MARK
 FR0922'NO. 2 IS A STANDARD DISK, CEMENTED IN DRILL HOLE IN A BOULDER
 FR0922'WHICH IS BURIED IN THE GROUND LEAVING THE TOP EXPOSED.  NO.
 FR0922'2, THE NAME AND DATE, ARE PUNCHED ON THE DISK.  AZIMUTH MARK NO.
 FR0922'2 CAN BE REACHED BY DRIVING ACROSS THE FLATS 2.0 MILES DUE EAST
 FR0922'OR BY GOING BACK TO U.S. HIGHWAY 66, TURN LEFT AND GO SOUTHEAST
 FR0922'ALONG THE HIGHWAY 2.4 MILES.  HERE TURN LEFT OFF HIGHWAY, PASS
 FR0922'OVER CATTLE GUARD AND FOLLOW DIRT ROAD PARALLEL-FENCE NORTHWARD 2.4
 FR0922'MILES TO A POINT OPPOSITE A GATE IN THE FENCE ON THE RIGHT.  HERE
 FR0922'TURN FULL LEFT AND FOLLOW A DIRT ROAD 0.9 MILE TO TWO HITCHING
 FR0922'POSTS ON THE LEFT (SOUTH), CONTINUE 0.2 MILE AND TURN FULL
 FR0922'RIGHT OFF ROAD (90 DEGREES) AND DRIVE 0.1 MILE ACROSS FLATS TO
 FR0922'AZIMUTH MARK WHICH IS ON A SLIGHT BUMP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0940 ***********************************************************************
 FR0940  DESIGNATION -  PICA LARGE TANK
 FR0940  PID         -  FR0940
 FR0940  STATE/COUNTY-  AZ/YAVAPAI
 FR0940  USGS QUAD   -  YAMPAI (1981)
 FR0940
 FR0940                         *CURRENT SURVEY CONTROL
 FR0940  ___________________________________________________________________
 FR0940* NAD 83(1992)-  35 27 31.77136(N)    113 08 22.22093(W)     ADJUSTED  
 FR0940* NAVD 88     -              **(meters)            **(feet)            
 FR0940  ___________________________________________________________________
 FR0940  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 FR0940  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0940  HORZ ORDER  -  THIRD
 FR0940
 FR0940.The horizontal coordinates were established by classical geodetic methods
 FR0940.and adjusted by the National Geodetic Survey in August 1993.
 FR0940
 FR0940
 FR0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0940
 FR0940.The geoid height was determined by GEOID03.
 FR0940
 FR0940;                    North         East     Units Scale Factor Converg.
 FR0940;SPC AZ C     -   495,160.600   102,364.280   MT  1.00005178   -0 42 34.1
 FR0940;SPC AZ C     - 1,624,542.65    335,840.81   iFT  1.00005178   -0 42 34.1
 FR0940;UTM  12      - 3,926,030.463   305,847.737   MT  1.00006455   -1 14 29.6
 FR0940
 FR0940                          SUPERSEDED SURVEY CONTROL
 FR0940
 FR0940  NAD 83(1986)-  35 27 31.76128(N)    113 08 22.22224(W) AD(       ) 4
 FR0940  NAD 27      -  35 27 31.78500(N)    113 08 19.49400(W) AD(       ) 3
 FR0940
 FR0940.Superseded values are not recommended for survey control.
 FR0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0940.See file dsdata.txt to determine how the superseded data were derived.
 FR0940
 FR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0584826030(NAD 83)
 FR0940_MARKER: 52 = STANDPIPE TANK
 FR0940
 FR0940  HISTORY     - Date     Condition        Report By
 FR0940  HISTORY     - 1936     FIRST OBSERVED   CGS
 FR0940  HISTORY     - 1955     GOOD             CGS
 FR0940
 FR0940                          STATION DESCRIPTION
 FR0940
 FR0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0940'RECOVERED.  THIS STATION WAS NOT DESCRIBED.  IT IS THE LARGEST
 FR0940'AND MOST W ONE OF THREE STANDPIPES AT PICA SIDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0896 ***********************************************************************
 FR0896  DESIGNATION -  PICACHO
 FR0896  PID         -  FR0896
 FR0896  STATE/COUNTY-  AZ/YAVAPAI
 FR0896  USGS QUAD   -  PICACHO BUTTE (1973)
 FR0896
 FR0896                         *CURRENT SURVEY CONTROL
 FR0896  ___________________________________________________________________
 FR0896* NAD 83(1992)-  35 13 47.71385(N)    112 44 27.08897(W)     ADJUSTED  
 FR0896* NAVD 88     -      2186.0    (meters)    7172.     (feet)  VERTCON   
 FR0896  ___________________________________________________________________
 FR0896  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FR0896  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 FR0896  HORZ ORDER  -  SECOND
 FR0896
 FR0896.The horizontal coordinates were established by classical geodetic methods
 FR0896.and adjusted by the National Geodetic Survey in June 1998.
 FR0896
 FR0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0896
 FR0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0896
 FR0896.The geoid height was determined by GEOID03.
 FR0896
 FR0896;                    North         East     Units Scale Factor Converg.
 FR0896;SPC AZ C     -   469,390.941   138,338.771   MT  0.99996934   -0 28 31.7
 FR0896;SPC AZ C     - 1,539,996.53    453,867.36   iFT  0.99996934   -0 28 31.7
 FR0896;UTM  12      - 3,899,929.423   341,581.232   MT  0.99990929   -1 00 16.0
 FR0896
 FR0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0896!SPC AZ C     -   0.99966100  x   0.99996934  =   0.99963035
 FR0896!UTM  12      -   0.99966100  x   0.99990929  =   0.99957032
 FR0896
 FR0896:                Primary Azimuth Mark                     Grid Az
 FR0896:SPC AZ C     -  PICACHO AZ MK                            033 10 13.7
 FR0896:UTM  12      -  PICACHO AZ MK                            033 41 58.0
 FR0896
 FR0896|---------------------------------------------------------------------|
 FR0896| PID    Reference Object                     Distance      Geod. Az  |
 FR0896|                                                           dddmmss.s |
 FR0896| CH3914 PICACHO AZ MK                                      0324142.0 |
 FR0896| CH3916 PICACHO BEACON                       13.138 METERS 16805     |
 FR0896| CH3915 PICACHO RM 1                          8.759 METERS 32334     |
 FR0896|---------------------------------------------------------------------|
 FR0896
 FR0896                          SUPERSEDED SURVEY CONTROL
 FR0896
 FR0896  NAD 83(1992)-  35 13 47.71385(N)    112 44 27.08897(W) AD(       ) 2
 FR0896  NAD 83(1986)-  35 13 47.71374(N)    112 44 27.08715(W) AD(       ) 2
 FR0896  NAD 27      -  35 13 47.67370(N)    112 44 24.44820(W) AD(       ) 2
 FR0896  NGVD 29 (07/19/86) 2185.0    (m)         7169.     (f) VERT ANG    3  
 FR0896
 FR0896.Superseded values are not recommended for survey control.
 FR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0896.See file dsdata.txt to determine how the superseded data were derived.
 FR0896
 FR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4158199929(NAD 83)
 FR0896_MARKER: DS = TRIANGULATION STATION DISK
 FR0896_SETTING: 80 = SET IN A BOULDER
 FR0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0896+STABILITY: SURFACE MOTION
 FR0896
 FR0896  HISTORY     - Date     Condition        Report By
 FR0896  HISTORY     - 1902     MONUMENTED       USGS
 FR0896  HISTORY     - 1958     GOOD             USGS
 FR0896  HISTORY     - 1973     GOOD             USGS
 FR0896
 FR0896                          STATION DESCRIPTION
 FR0896
 FR0896'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FR0896'LOCATED 10 MI SE. OF SELIGMAN RR. STATION.  ON NORTH END OF
 FR0896'PICACHO BUTTE.
 FR0896'
 FR0896'TO REACH NOT GIVEN.
 FR0896'
 FR0896'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN LARGE
 FR0896'BOULDER ON SUMMIT OVER WHICH ROCK CAIRN 5-FT. BASE AND 6 FT. HIGH
 FR0896'WAS ERECTED.
 FR0896'
 FR0896'RMS--NONE SET.
 FR0896
 FR0896                          STATION RECOVERY (1958)
 FR0896
 FR0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (RCM)
 FR0896'THE STATION IS ON THE NORTHWEST END AND HIGHEST POINT OF PICACHO
 FR0896'BUTTE.  IT IS 15 MILES AIRLINE WEST OF ASH FORK, 10 MILES
 FR0896'AIRLINE SOUTHEAST OF SELIGMAN, AND 5.5 MILES SOUTHWEST OF THE
 FR0896'RAILWAY SIDING AT CROOKTON.
 FR0896'
 FR0896'REACHED FROM THE POST OFFICE IN ASH FORK BY GOING WEST ON U.S.
 FR0896'HIGHWAY 66 FOR 7.2 MILES TO A GRAVELED ROAD RIGHT, NORTH, AND
 FR0896'A SIGN PENEVETA.  CONTINUE AHEAD ON THE HIGHWAY FOR 6.1 MILES TO
 FR0896'A GRAVELED ROAD RIGHT, NORTH, AND A SIGN ON THE LEFT, CROOKTON,
 FR0896'CONTINUE AHEAD ON THE HIGHWAY FOR 0.2 MLE TO A GRAVELED ROAD
 FR0896'LEFT.  TURN LEFT, SOUTH, CROSSING A STOCK GUARD, AND GO 0.2 MILE
 FR0896'TO A Y-FORK, TAKE THE LEFT FORK AND GO SOUTH ON THE GRADED ROAD
 FR0896'FOR 2.2 MILES TO A Y-FORK.  KEEP RIGHT, SOUTH, FOR 0.9 MILE TO
 FR0896'A FORK JUST AFTER CROSSING A METAL TUBE CULVERT AND THE AZIMUTH MARK
 FR0896'STRAIGHT AHEAD.  KEEP RIGHT AND FOLLOW THE TRACK ROAD ALONG
 FR0896'THE RIGHT SIDE OF A DITCH FOR 1.3 MILES TO A FENCE CORNER ON
 FR0896'THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 FR0896'SOUTHEAST THROUGH THE SCRUB PINE AND UP THE NORTHWEST SLOPE
 FR0896'OF THE MOUNTAIN TO THE HIGHEST POINT AND THE STATION.  ABOUT A 1
 FR0896'1/2 HOUR PACK.  A 4-WHEEL DRIVE TRUCK CAN BE DRIVEN FOR 0.2
 FR0896'MILE UP THE RIDGE FROM THE FENCE CORNER.
 FR0896'
 FR0896'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 FR0896'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 4
 FR0896'FEET.  THERE IS NO STAMPING ON THE DISK.  IT IS 22 FEET NORTHWEST
 FR0896'OF A 20 FOOT METAL POLE.
 FR0896'
 FR0896'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED PICACHO USGS
 FR0896'NO 1 1958, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FR0896'4 FEET.  IT IS 5 FEET LOWER THAN THE STATION.
 FR0896'
 FR0896'REFERENCE MARK NO. 2 IS A STANDARD U.S. DEPARTMENT OF AGRICULTURE,
 FR0896'FOREST SERVICE DISK STAMPED PICACHO BEACON 1945, CEMENTED IN A
 FR0896'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1 FOOT.  IT IS
 FR0896'22 FEET SOUTHEAST OF A METAL POLE AND 2 FEET LOWER THAN THE
 FR0896'STATION.
 FR0896'
 FR0896'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PICACHO USGS 1958, SET
 FR0896'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 FR0896'THAT PROJECTS 6 INCHES.  IT IS LOCATED AT THE LAST FORK
 FR0896'MENTIONED ABOVE, 46 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 FR0896'24 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD AND 4 FEET EAST
 FR0896'OF A WITNESS SIGN POST.
 FR0896
 FR0896                          STATION RECOVERY (1973)
 FR0896
 FR0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0896'RM 1 TO RM 2 NOT MEASURED.
 FR0896'
 FR0896'DESCRIBED IN U. S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 FR0896'35 112 3, STATION 1013.
 FR0896'
 FR0896'ALL MARKS IN GOOD CONDITION.
 FR0896'
 FR0896'REACHED BY HELICOPTER.
 FR0896'
 FR0896'TO REACH FROM THE POST OFFICE IN ASHFORK GO 0.1 MI N. TO THE
 FR0896'WESTBOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 40. TURN LEFT AND GO W.
 FR0896'TO CROOKTON OVERPASS. TURN RIGHT AND GO 8.3 MI NW. TO DIRT RD. TO
 FR0896'THE LEFT. GO LEFT 0.5 MI TO UNDERGROUND GAS LINE. CONTINUE 1.4 MI TO
 FR0896'FREEWAY OVERPASS. CONTINUE 0.3 MI TO T-RD. LEFT. CONTINUE 0.4
 FR0896'MI TO T-RD. AND CORRAL ON THE LEFT. STAY RIGHT AT Y-RD. 1.1 MI.
 FR0896'CONTINUE 1.1 MI WSW. PAST TWO STOCK TANKS. CONTINUE 0.7 MI TO
 FR0896'BUILDINGS, GO S. 0.3 MI TO SADDLE. TURN LEFT OFF RD. AND GO ABOUT
 FR0896'0.3 MI ALONG SADDLE. LEAVE TRUCK AND PACK EASTERLY ALONG
 FR0896'RIDGE TO THE TOP.
 FR0896'
 FR0896'STATION IS ON THE HIGHEST AND THE NORTH END OF THE MOUNTAIN.  A ONE
 FR0896'HOUR PACK.
 FR0896'
 FR0896'LANDING AREA FOR HELICOPTER JUST S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1933 ***********************************************************************
 CZ1933  DESIGNATION -  PICACHO
 CZ1933  PID         -  CZ1933
 CZ1933  STATE/COUNTY-  AZ/PINAL
 CZ1933  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1933
 CZ1933                         *CURRENT SURVEY CONTROL
 CZ1933  ___________________________________________________________________
 CZ1933* NAD 83(1992)-  32 38 00.39609(N)    111 25 53.60419(W)     ADJUSTED  
 CZ1933* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 CZ1933  ___________________________________________________________________
 CZ1933  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 CZ1933  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1933  HORZ ORDER  -  FIRST
 CZ1933
 CZ1933.The horizontal coordinates were established by classical geodetic methods
 CZ1933.and adjusted by the National Geodetic Survey in August 1993.
 CZ1933
 CZ1933.The orthometric height was scaled from a topographic map.
 CZ1933
 CZ1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1933
 CZ1933.The geoid height was determined by GEOID03.
 CZ1933
 CZ1933;                    North         East     Units Scale Factor Converg.
 CZ1933;SPC AZ C     -   181,207.948   258,877.295   MT  0.99992554   +0 15 41.8
 CZ1933;SPC AZ C     -   594,514.27    849,334.96   iFT  0.99992554   +0 15 41.8
 CZ1933;UTM  12      - 3,610,733.844   459,519.733   MT  0.99962021   -0 13 57.8
 CZ1933
 CZ1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1933!SPC AZ C     -   0.99989768  x   0.99992554  =   0.99982322
 CZ1933!UTM  12      -   0.99989768  x   0.99962021  =   0.99951793
 CZ1933
 CZ1933|---------------------------------------------------------------------|
 CZ1933| PID    Reference Object                     Distance      Geod. Az  |
 CZ1933|                                                           dddmmss.s |
 CZ1933| CH6090 PICACHO RM 1                          5.633 METERS 04408     |
 CZ1933| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX. 2.9 KM 0861708.7 |
 CZ1933| CZ1930 AIRWAY BEACON W OF AIRPORT 38       APPROX. 8.2 KM 1550310.4 |
 CZ1933| CH6091 PICACHO RM 2                         15.295 METERS 28508     |
 CZ1933| CZ0400 A 292                                              3513511.5 |
 CZ1933|---------------------------------------------------------------------|
 CZ1933
 CZ1933                          SUPERSEDED SURVEY CONTROL
 CZ1933
 CZ1933  NAD 83(1986)-  32 38 00.39050(N)    111 25 53.60414(W) AD(       ) 1
 CZ1933  NAD 27      -  32 38 00.15400(N)    111 25 51.19500(W) AD(       ) 1
 CZ1933
 CZ1933.Superseded values are not recommended for survey control.
 CZ1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1933.See file dsdata.txt to determine how the superseded data were derived.
 CZ1933
 CZ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5952010734(NAD 83)
 CZ1933_MARKER: DS = TRIANGULATION STATION DISK
 CZ1933_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1933+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 CZ1933
 CZ1933  HISTORY     - Date     Condition        Report By
 CZ1933  HISTORY     - 1935     MONUMENTED       CGS
 CZ1933  HISTORY     - 1960     GOOD             CGS
 CZ1933  HISTORY     - 20081020 GOOD             GEOCAC
 CZ1933
 CZ1933                          STATION DESCRIPTION
 CZ1933
 CZ1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1933'ABOUT 7 MILES SOUTHEAST OF THE TOWN OF PICACHO, ON THE HIGHEST
 CZ1933'POINT OF THE MOST SOUTHWESTERN OF THE LOW RIDGES RUNNING SOUTH
 CZ1933'FROM THE HIGH RIDGE ON THE EAST END OF WHICH PICACHO PEAK
 CZ1933'IS LOCATED.  MARKED BY A STANDARD BRONZE DISK AS DESCRIBED
 CZ1933'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ1933'DISK, , IS 5.630 METERS (18.47 FEET) FROM STATION
 CZ1933'N 43 DEG 34 MIN E. REFERENCE MARK NO. 2, A STANDARD
 CZ1933'BRONZE REFERENCE DISK, IS 15.285 METERS (50.15
 CZ1933'FEET) FROM STATION N 73 DEG 48 MIN W.
 CZ1933
 CZ1933                          STATION RECOVERY (1960)
 CZ1933
 CZ1933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1933'THE STATION MARK WAS RECOVERED IN ITS ORIGINAL POSITION, BUT
 CZ1933'SLIGHTLY LOOSE, ADDITIONAL CEMENT WAS PLACED AROUND THE STATION
 CZ1933'MARK TO INSURE ITS PRESERVATION.  REFERENCE MARK NO. 1 AND
 CZ1933'REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  AN
 CZ1933'AZIMUTH MARK WAS ESTABLISHED, A NEW AND COMPLETE DESCRIPTION
 CZ1933'FOLLOWS.
 CZ1933'
 CZ1933'THE STATION IS ABOUT 7 MILES SOUTHEAST OF PICACHO, ON THE
 CZ1933'HIGHEST PART OF THE SOUTHWEST END OF A LOW RIDGE.
 CZ1933'
 CZ1933'TO REACH THE STATION FROM THE POST OFFICE AT PICHACHO GO
 CZ1933'SOUTHEAST ON STATE HIGHWAY 84 FOR 6.0 MILES TO A SIDE ROAD
 CZ1933'RIGHT, TURN RIGHT ACROSS THE CATTLE GUARD AND FOLLOW THE
 CZ1933'GRADED ROAD SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE RIGHT
 CZ1933'FORK AND CONTINUE SOUTHWEST FOR 0.3 MILE TO A CROSSROAD.  TURN
 CZ1933'RIGHT AND FOLLOW THE WELL TRAVELED TRACK WEST AND SOUTHWEST
 CZ1933'FOR 2.0 MILES TO A FORK AND THE AZIMUTH MARK ON THE LEFT.
 CZ1933'TAKE LEFT AND CONTINUE SOUTHWEST FOR 0.05 TO THE REMAINS
 CZ1933'OF AN OLD MINE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 CZ1933'SOUTH TO THE CREST OF THE RIDGE, THEN SOUTHWEST ALONG THE
 CZ1933'CREST TO THE STATION.
 CZ1933'
 CZ1933'THE STATION MARK, STAMPED PICACHO 1935, IS A STANDARD DISK
 CZ1933'CEMENTED IN A DRILL HOLE IN BEDROCK, 3 FEET WEST OF A CAIRN.
 CZ1933'
 CZ1933'REFERENCE MARK NO. 1, STAMPED PICACHO NO 1 1935, IS A STANDARD
 CZ1933'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 18 FEET
 CZ1933'NORTH OF THE CAIRN AND 5 FEET BELOW STATION ELEVATION.
 CZ1933'
 CZ1933'REFERENCE MARK NO. 2, STAMPED PICACHO NO 2 1935, IS A STANDARD
 CZ1933'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 53 FEET WEST
 CZ1933'OF THE CAIRN AND 3 FEET BELOW STATION ELEVATION.
 CZ1933'
 CZ1933'THE AZIMUTH MARK, STAMPED PICACHO 1935 1959, IS A STANDARD
 CZ1933'DISK CEMENTED IN A LAVA BOULDER THAT PROJECTS 4 FEET.  IT IS
 CZ1933'120 FEET SOUTHEAST OF THE FORK IN THE TRACK ROAD AND 1/2 FOOT
 CZ1933'WEST OF A CAIRN.
 CZ1933
 CZ1933                          STATION RECOVERY (2008)
 CZ1933
 CZ1933'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 CZ1933'RECOVERED STATION PICACHO ALONG WITH RM 1 AND RM 2 IN GOOD CONDITION.
 CZ1933' 
 CZ1933'THE ADDITIONAL CEMENT PLACED AROUND MARK IN 1960 HAS WORN AWAY BUT THE
 CZ1933' 
 CZ1933'DISK SEEMS STABLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1941 ***********************************************************************
 CZ1941  DESIGNATION -  PICACHO MOUNTAIN
 CZ1941  PID         -  CZ1941
 CZ1941  STATE/COUNTY-  AZ/PINAL
 CZ1941  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1941
 CZ1941                         *CURRENT SURVEY CONTROL
 CZ1941  ___________________________________________________________________
 CZ1941* NAD 83(1992)-  32 43 07.38373(N)    111 24 01.86066(W)     ADJUSTED  
 CZ1941* NAVD 88     -              **(meters)            **(feet)            
 CZ1941  ___________________________________________________________________
 CZ1941  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 CZ1941  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ1941  HORZ ORDER  -  THIRD
 CZ1941
 CZ1941.The horizontal coordinates were established by classical geodetic methods
 CZ1941.and adjusted by the National Geodetic Survey in August 1993.
 CZ1941
 CZ1941
 CZ1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1941
 CZ1941.The geoid height was determined by GEOID03.
 CZ1941
 CZ1941;                    North         East     Units Scale Factor Converg.
 CZ1941;SPC AZ C     -   190,677.702   261,743.770   MT  0.99992886   +0 16 44.4
 CZ1941;SPC AZ C     -   625,583.01    858,739.40   iFT  0.99992886   +0 16 44.4
 CZ1941;UTM  12      - 3,620,175.572   462,466.988   MT  0.99961737   -0 12 59.4
 CZ1941
 CZ1941                          SUPERSEDED SURVEY CONTROL
 CZ1941
 CZ1941  NAD 83(1986)-  32 43 07.37850(N)    111 24 01.85981(W) AD(       ) 4
 CZ1941  NAD 27      -  32 43 07.16000(N)    111 23 59.48000(W) AD(       ) 3
 CZ1941
 CZ1941.Superseded values are not recommended for survey control.
 CZ1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1941.See file dsdata.txt to determine how the superseded data were derived.
 CZ1941
 CZ1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6246720176(NAD 83)
 CZ1941_MARKER: 03 = MOUNTAIN PEAK
 CZ1941
 CZ1941  HISTORY     - Date     Condition        Report By
 CZ1941  HISTORY     - 1919     FIRST OBSERVED   CGS
 CZ1941
 CZ1941                          STATION DESCRIPTION
 CZ1941
 CZ1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 CZ1941'THE HIGHEST POINT OF PICACHO MOUNTAIN JUST NORTH OF SILVERBELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1158 ***********************************************************************
 CZ1158  DESIGNATION -  PICACHO OVERPASS
 CZ1158  PID         -  CZ1158
 CZ1158  STATE/COUNTY-  AZ/PINAL
 CZ1158  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1158
 CZ1158                         *CURRENT SURVEY CONTROL
 CZ1158  ___________________________________________________________________
 CZ1158* NAD 83(1992)-  32 43 36.20223(N)    111 30 57.09187(W)     ADJUSTED  
 CZ1158* NAVD 88     -       493.80   (+/-2cm)    1620.1    (feet)  VERTCON   
 CZ1158  ___________________________________________________________________
 CZ1158  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 CZ1158  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1158  HORZ ORDER  -  SECOND
 CZ1158  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1158
 CZ1158.The horizontal coordinates were established by classical geodetic methods
 CZ1158.and adjusted by the National Geodetic Survey in August 1993.
 CZ1158
 CZ1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1158.The vertical order pertains to the NGVD 29 superseded value.
 CZ1158
 CZ1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1158
 CZ1158.The geoid height was determined by GEOID03.
 CZ1158
 CZ1158;                    North         East     Units Scale Factor Converg.
 CZ1158;SPC AZ C     -   191,518.623   250,928.194   MT  0.99991740   +0 13 00.1
 CZ1158;SPC AZ C     -   628,341.94    823,255.23   iFT  0.99991740   +0 13 00.1
 CZ1158;UTM  12      - 3,621,109.720   451,662.333   MT  0.99962881   -0 16 44.0
 CZ1158
 CZ1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1158!SPC AZ C     -   0.99992719  x   0.99991740  =   0.99984459
 CZ1158!UTM  12      -   0.99992719  x   0.99962881  =   0.99955602
 CZ1158
 CZ1158|---------------------------------------------------------------------|
 CZ1158| PID    Reference Object                     Distance      Geod. Az  |
 CZ1158|                                                           dddmmss.s |
 CZ1158| CZ1612 PICACHO OVERPASS RM 1                22.211 METERS 02904     |
 CZ1158| CZ1060 A 284                                              0374704.6 |
 CZ1158| CZ1609 BURRO                               357.027 METERS 17126     |
 CZ1158| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 4.6 KM 3055613.1 |
 CZ1158| CZ1159 PICACHO OVERPASS RM 2                34.939 METERS 34446     |
 CZ1158|---------------------------------------------------------------------|
 CZ1158
 CZ1158                          SUPERSEDED SURVEY CONTROL
 CZ1158
 CZ1158  NAD 83(1986)-  32 43 36.19669(N)    111 30 57.09143(W) AD(       ) 2
 CZ1158  NAD 27      -  32 43 35.97250(N)    111 30 54.65400(W) AD(       ) 2
 CZ1158  NGVD 29 (??/??/92)  493.240  (m)         1618.24   (f) ADJ UNCH    1 2
 CZ1158
 CZ1158.Superseded values are not recommended for survey control.
 CZ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1158.See file dsdata.txt to determine how the superseded data were derived.
 CZ1158
 CZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5166221110(NAD 83)
 CZ1158_MARKER: DS = TRIANGULATION STATION DISK
 CZ1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1158_SP_SET: CONCRETE MASS
 CZ1158_STAMPING: PICACHO OVERPASS 1960
 CZ1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1158+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1158
 CZ1158  HISTORY     - Date     Condition        Report By
 CZ1158  HISTORY     - 1960     MONUMENTED       CGS
 CZ1158  HISTORY     - 1968     GOOD             AMS
 CZ1158  HISTORY     - 1971     GOOD             AZHD
 CZ1158  HISTORY     - 1971     GOOD             NGS
 CZ1158  HISTORY     - 1971     GOOD             NGS
 CZ1158  HISTORY     - 1975     GOOD             AZDT
 CZ1158  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1158
 CZ1158                          STATION DESCRIPTION
 CZ1158
 CZ1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1158'THE STATION IS ABOUT 3 MILES SOUTHEAST OF ELOY AND JUST SOUTH OF
 CZ1158'THE RAILROAD OVERPASS, BETWEEN THE TWO LANES OF TRAFFIC ON
 CZ1158'STATE HIGHWAY 84.
 CZ1158'
 CZ1158'TO REACH THE STATION FROM THE RAILROAD DEPOT AT ELOY GO SOUTHEAST
 CZ1158'ON STATE HIGHWAY 84 FOR 2.5 MILES TO THE JUNCTION WITH STATE
 CZ1158'HIGHWAY 87, CONTINUE SOUTHEAST ON STATE HIGHWAY 84 FOR 0.5 MILE
 CZ1158'TO THE STATION ON THE LEFT.
 CZ1158'
 CZ1158'TO REACH BENCH MARK A 284 (AZIMUTH MARK) FROM THE STATION GO
 CZ1158'NORTHWEST ON STATE HIGHWAY 84 FOR 0.5 MILE TO THE JUNCTION
 CZ1158'WITH STATE HIGHWAY 87, GO NORTH ON STATE HIGHWAY 87 FOR 0.05 TO A
 CZ1158'T ROAD RIGHT, TURN RIGHT AND FOLLOW THE MACADAM ROAD EAST
 CZ1158'FOR 0.35 MILE TO A GRAVELED ROAD RIGHT, JUST AFTER CROSSING
 CZ1158'THE RAILROAD TRACKS.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 CZ1158'ROAD FOR 0.15 MILE, THEN PACK ACROSS THE RAILROAD TRACKS
 CZ1158'TO BENCH MARK A 284 USED FOR THE AZIMUTH MARK.
 CZ1158'
 CZ1158'THE STATION MARK, STAMPED PICACHO OVERPASS 1960, IS A STANDARD
 CZ1158'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ1158'PROJECTS 2 INCHES.  IT IS 18 FEET SOUTH OF A POWER LINE POLE, 4
 CZ1158'FEET EAST OF THE CURB FOR THE SOUTH BOUND TRAFFIC AND 3
 CZ1158'FEET WEST OF THE GUARD RAIL BETWEEN THE TWO TRAFFIC LANES.
 CZ1158'
 CZ1158'REFERENCE MARK NO. 1, STAMPED PICACHO OVERPASS NO 1 1960, IS
 CZ1158'A STANDARD DISK SET IN THE CURB AT THE SOUTHEAST CORNER OF THE
 CZ1158'BRIDGE OVER THE RAILROAD TRACKS.
 CZ1158'
 CZ1158'REFERENCE MARK NO. 2, STAMPED PICACHO OVERPASS NO 2 1960, IS
 CZ1158'A STANDARD DISK SET IN THE CURB AT THE SOUTHWEST CORNER OF THE
 CZ1158'BRIDGE OVER THE RAILROAD TRACKS.
 CZ1158'
 CZ1158'BENCH MARK A 284, USED FOR THE AZIMUTH MARK, IS A U.S.C. AND G.
 CZ1158'SURVEY BENCH MARK DISK, STAMPED A 284 1949, SET IN THE
 CZ1158'TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CZ1158'IT IS 41 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 CZ1158'2-1/2 FEET NORTH OF THE WITNESS POST AND 2 FEET SOUTH OF
 CZ1158'RAILROAD MILE POST 979.
 CZ1158
 CZ1158                          STATION RECOVERY (1968)
 CZ1158
 CZ1158'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 CZ1158'THE STATION MARK, BM A 284 1949 (AZIMUTH MARK), R.M. NO. 1
 CZ1158'AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CZ1158'DESCRIPTION ADEQUATE.
 CZ1158'
 CZ1158'CHECK DISTANCE TO R.M.S
 CZ1158'
 CZ1158'PUB. DIST. R.M. NO. 1 = 21.973 METERS OR 72.09 FEET, CHECK
 CZ1158'DIST. 72.93 FT.
 CZ1158'
 CZ1158'PUB. DIST. R.M. NO. 2 = 34.869 METERS OR 114.40 FEET, CHECK
 CZ1158'DIST. 114.64 FT.
 CZ1158
 CZ1158                          STATION RECOVERY (1971)
 CZ1158
 CZ1158'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ1158'THE STATION, THE REFERENCE MARKS, AND THE AZIMUTH WERE RECOVERED
 CZ1158'IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS IN 1960.
 CZ1158
 CZ1158                          STATION RECOVERY (1971)
 CZ1158
 CZ1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1158'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CZ1158'RECOVERED AS DESCRIBED IN 1960 IN GOOD CONDITION.  THE DISTANCE TO
 CZ1158'REFERENCE MARK 1 WAS FOUND TO BE LONGER BY 0.238 METER AND THE
 CZ1158'DISTANCE TO REFERENCE MARK 2 WAS LONGER BY 0.070 METER ON THIS
 CZ1158'DATE, THE MEASUREMENTS WERE CHECKED AND VERIFIED.  THE DIRECTION TO
 CZ1158'ALL MARKS DOES NOT COMPARE TO THE 1960 DATA.  IT APPEARS THAT
 CZ1158'THE ARIZONA HIGHWAY DEPARTMENT HAS MOVED THE STATION MARK WHEN THE
 CZ1158'INTERSTATE HIGHWAY INTERCHANGE WAS COMPLETED IN THIS AREA.  DUE
 CZ1158'TO BRIDGE ABUTTMENTS A MEASUREMENT BETWEEN REFERENCE MARKS
 CZ1158'WAS NOT MADE.
 CZ1158'
 CZ1158'THE GEODIMETER DISTANCE MENTIONED ABOVE HAS BEEN REDUCED TO SEA
 CZ1158'LEVEL.
 CZ1158'
 CZ1158'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CZ1158'
 CZ1158'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELOY, 1 MILE
 CZ1158'NORTHWEST OF PICACHO, 0.25 MILE NORTH OF INTERSTATE HIGHWAY 10, 100
 CZ1158'FEET SOUTH OF THE PICACHO OVERPASS AND ON ARIZONA HIGHWAY
 CZ1158'DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ1158'
 CZ1158'TO REACH FROM THE POST OFFICE IN ELOY GO SOUTH ON MAIN STREET FOR 0.2
 CZ1158'MILE TO ITS INTERSECTION WITH STATE HIGHWAYS 84 AND 93.  TURN LEFT
 CZ1158'AND GO SOUTHEAST ON THE STATE HIGHWAY FOR 2.7 MILES TO THE JUNCTION
 CZ1158'WITH STATE HIGHWAY 87.  BEAR RIGHT AND GO SOUTH ON STATE HIGHWAYS
 CZ1158'84 AND 93 FOR 0.5 MILE TO THE PICACHO OVERPASS AND THE STATION
 CZ1158'NEAR THE SOUTH END OF THE OVERPASS.  TO REACH THE AZIMUTH MARK
 CZ1158'FROM THE OVERPASS GO NORTH ON THE HIGHWAY FOR 0.35 MILE TO
 CZ1158'THE JUNCTION OF STATE HIGHWAY 87.  CONTINUE NORTH ON HIGHWAY 87
 CZ1158'FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CZ1158'EAST ON MILLIGAN ROAD FOR 0.3 MILE TO A RAILROAD CROSSING.
 CZ1158'CROSS RAILROAD TRACKS AND TURN RIGHT AND GO SOUTH ON GRAVELED
 CZ1158'ROAD FOR 0.15 MILE.  FROM HERE PACK WEST APPROXIMATELY 100 FEET
 CZ1158'ACCROSS RAILROAD TRACKS TO THE AZIMUTH MARK AS DESCRIBED.
 CZ1158'
 CZ1158'THE STATION MARK IS A STANDARD DISK STAMPED PICACHO OVERPASS 1960,
 CZ1158'SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE WHICH PROTRUDES OUT
 CZ1158'OF A CONCRETE DIVIDER WHICH SEPARATES THE NORTH AND SOUTH BOUND
 CZ1158'LANES OF STATE HIGHWAYS 84 AND 93.  IT IS 85 FEET SOUTH OF THE
 CZ1158'OVERPASS SOUTHWEST BRIDGE ABUTTMENT, 20 FEET WEST OF THE CENTER
 CZ1158'OF THE NORTH BOUND LANE, 19 FEET SOUTH OF A TELEPHONE POLE AND 17
 CZ1158'FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE.
 CZ1158'
 CZ1158'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PICACHO OVERPASS NO 1
 CZ1158'1960, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE NORTH
 CZ1158'BOUND LANE BRIDGE ABUTTMENT.  IT IS 56.5 FEET NORTHEAST OF THE
 CZ1158'TELEPHONE POLE.
 CZ1158'
 CZ1158'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PICACHO OVERPASS NO 2
 CZ1158'1960, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE SOUTH
 CZ1158'BOUND LANE BRIDGE ABUTTMENT.  IT IS 96 FEET NORTHWEST OF THE
 CZ1158'TELEPHONE POLE.
 CZ1158'
 CZ1158'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED A 284 1949,
 CZ1158'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 CZ1158'INCHES.  IT IS 41 FEET WEST OF THE WEST RAIL OF THE RAIL OF THE
 CZ1158'RAILROAD TRACK, 2.2 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET
 CZ1158'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CZ1158'
 CZ1158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 CZ1158'OF ELOY.
 CZ1158'
 CZ1158'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 CZ1158
 CZ1158                          STATION RECOVERY (1971)
 CZ1158
 CZ1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1158'3 MI SE FROM ELOY.
 CZ1158'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND 93 FROM THE RAILROAD
 CZ1158'DEPOT IN ELOY TO THE PICACHO OVERPASS, 85 FEET SOUTH OF THE OVERPASS
 CZ1158'SOUTHWEST BRIDGE ABUTTMENT, 20 FEET WEST OF THE CENTER OF THE NORTH
 CZ1158'BOUND LANE, 19 FEET SOUTH OF A TELEPHONE POLE, 17 FEET EAST OF THE
 CZ1158'CENTER OF THE SOUTH BOUND LANE, SET IN THE TOP OF A IRREGULAR MASS OF
 CZ1158'CONCRETE WHICH PROTRUDES OUT OF A CONCRETE DIVIDER WHICH SEPARATES THE
 CZ1158'NORTH AND SOUTH BOUND LANES OF THE HIGHWAY.
 CZ1158
 CZ1158                          STATION RECOVERY (1975)
 CZ1158
 CZ1158'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1158'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1158'STATE 87 FOR 0.6 MILES AND TO THE STATION NEAR THE TOP OF THE RAILROAD
 CZ1158'OVERPASS.  IN THE TRAFFIC DIVIDER OF STATE 87.  19 FT. SOUTH OF A
 CZ1158'TELEPHONE POLE.  90 FT. SOUTH OF THE SOUTH END OF THE OVERPASS BRIDGE.
 CZ1158'A USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN. CYLINDRICAL
 CZ1158'CONCRETE POST WHICH PROJECTS ABOUT 0.1 FT. ABOVE THE SLOPING DIVIDER
 CZ1158'OF STATE 87.  NOTE-- TAKE OFF POINT IS THE EAST UNDERPASS.
 CZ1158
 CZ1158                          STATION RECOVERY (2007)
 CZ1158
 CZ1158'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1159 ***********************************************************************
 CZ1159  DESIGNATION -  PICACHO OVERPASS RM 2
 CZ1159  PID         -  CZ1159
 CZ1159  STATE/COUNTY-  AZ/PINAL
 CZ1159  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1159
 CZ1159                         *CURRENT SURVEY CONTROL
 CZ1159  ___________________________________________________________________
 CZ1159* NAD 83(1986)-  32 43 37.     (N)    111 30 56.     (W)     SCALED    
 CZ1159* NAVD 88     -       494.02   (+/-2cm)    1620.8    (feet)  VERTCON   
 CZ1159  ___________________________________________________________________
 CZ1159  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1159  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1159
 CZ1159.The horizontal coordinates were scaled from a topographic map and have
 CZ1159.an estimated accuracy of +/- 6 seconds.
 CZ1159
 CZ1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1159.The vertical order pertains to the NGVD 29 superseded value.
 CZ1159
 CZ1159.The geoid height was determined by GEOID03.
 CZ1159
 CZ1159;                    North         East    Units  Estimated Accuracy
 CZ1159;SPC AZ C     -   191,540.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1159
 CZ1159                          SUPERSEDED SURVEY CONTROL
 CZ1159
 CZ1159  NGVD 29 (??/??/92)  493.467  (m)         1618.98   (f) ADJ UNCH    1 2
 CZ1159
 CZ1159.Superseded values are not recommended for survey control.
 CZ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1159.See file dsdata.txt to determine how the superseded data were derived.
 CZ1159
 CZ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516211(NAD 83)
 CZ1159_MARKER: DR = REFERENCE MARK DISK
 CZ1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1159_SP_SET: ABUTMENT
 CZ1159_STAMPING: PICACHO OVERPASS NO 2 1960
 CZ1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1159
 CZ1159  HISTORY     - Date     Condition        Report By
 CZ1159  HISTORY     - 1960     MONUMENTED       CGS
 CZ1159  HISTORY     - 1970     GOOD             NGS
 CZ1159  HISTORY     - 1975     GOOD             AZDT
 CZ1159  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1159
 CZ1159                          STATION DESCRIPTION
 CZ1159
 CZ1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CZ1159'3 MI SE FROM ELOY.
 CZ1159'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND 93 FROM THE RAILROAD
 CZ1159'DEPOT IN ELOY TO THE PICACHO OVERPASS, 96 FEET NORTHWEST OF A
 CZ1159'TELEPHONE POLE, CEMENTED IN A DRILL HOLE IN THE CURB AT THE SOUTHWEST
 CZ1159'CORNER OF THE SOUTH BOUND LANE BRIDGE ABUTMENT.
 CZ1159
 CZ1159                          STATION RECOVERY (1975)
 CZ1159
 CZ1159'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1159'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1159'STATE 87 FOR 0.6 MILES AND TO THE STATION AT THE TOP OF THE RAILROAD
 CZ1159'OVERPASS.  ON THE SOUTHWEST CORNER OF THE BRIDGE FOR THE SOUTH BOUND
 CZ1159'TRAFFIC OF STATE 87.  12 FT. WEST OF THE CENTERLINE OF THE SOUTH BOUND
 CZ1159'TRAFFIC.  1 FT. ABOVE THE LEVEL OF THE BRIDGE.  A USC AND GS REFERENCE
 CZ1159'MARK BRASS CAP, CEMENTED TO A CONCRETE BRIDGE CURBING.
 CZ1159
 CZ1159                          STATION RECOVERY (2007)
 CZ1159
 CZ1159'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1159'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE BRIDGE CURBS
 CZ1159'HAVE BEEN UPGRADED TO SOLID CONCRETE RAILINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1612 ***********************************************************************
 CZ1612  DESIGNATION -  PICACHO OVERPASS RM 1
 CZ1612  PID         -  CZ1612
 CZ1612  STATE/COUNTY-  AZ/PINAL
 CZ1612  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1612
 CZ1612                         *CURRENT SURVEY CONTROL
 CZ1612  ___________________________________________________________________
 CZ1612* NAD 83(1986)-  32 43 36.     (N)    111 30 56.     (W)     SCALED    
 CZ1612* NAVD 88     -       494.36   (+/-2cm)    1621.9    (feet)  VERTCON   
 CZ1612  ___________________________________________________________________
 CZ1612  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1612  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1612
 CZ1612.The horizontal coordinates were scaled from a topographic map and have
 CZ1612.an estimated accuracy of +/- 6 seconds.
 CZ1612
 CZ1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1612.The vertical order pertains to the NGVD 29 superseded value.
 CZ1612
 CZ1612.The geoid height was determined by GEOID03.
 CZ1612
 CZ1612;                    North         East    Units  Estimated Accuracy
 CZ1612;SPC AZ C     -   191,510.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1612
 CZ1612                          SUPERSEDED SURVEY CONTROL
 CZ1612
 CZ1612  NGVD 29 (??/??/92)  493.808  (m)         1620.10   (f) ADJ UNCH    1 2
 CZ1612
 CZ1612.Superseded values are not recommended for survey control.
 CZ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1612.See file dsdata.txt to determine how the superseded data were derived.
 CZ1612
 CZ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516211(NAD 83)
 CZ1612_MARKER: DR = REFERENCE MARK DISK
 CZ1612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1612_SP_SET: CURBING
 CZ1612_STAMPING: PICACHO OVERPASS NO 1
 CZ1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1612
 CZ1612  HISTORY     - Date     Condition        Report By
 CZ1612  HISTORY     - 1960     MONUMENTED       CGS
 CZ1612  HISTORY     - 1975     GOOD             AZDT
 CZ1612  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1612
 CZ1612                          STATION DESCRIPTION
 CZ1612
 CZ1612'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1612'1.25 MI NW FROM PICACHO.
 CZ1612'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1612'STATE 87 FOR 0.6 MILES AND TO THE STATION AT THE TOP OF THE RAILROAD
 CZ1612'OVERPASS OF STATE 87.  ON THE SOUTHWEST END OF THE NORTH BOUND BRIDGE
 CZ1612'FOR STATE 87.  15 FT. EAST OF THE CENTERLINE OF THE NORTH BOUND LANE.
 CZ1612'A USC AND GS REFERENCE MARK BRASS CAP, SET ON A CONCRETE BRIDGE
 CZ1612'CURBING.  I-10.  MP. 210.9.  L. 1100 FT.
 CZ1612
 CZ1612                          STATION RECOVERY (2007)
 CZ1612
 CZ1612'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1612'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE BRIDGE CURBS
 CZ1612'HAVE BEEN UPGRADED TO SOLID CONCRETE RAILINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1943 ***********************************************************************
 CZ1943  DESIGNATION -  PICACHO PEAK
 CZ1943  PID         -  CZ1943
 CZ1943  STATE/COUNTY-  AZ/PINAL
 CZ1943  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1943
 CZ1943                         *CURRENT SURVEY CONTROL
 CZ1943  ___________________________________________________________________
 CZ1943* NAD 83(1992)-  32 38 06.52355(N)    111 24 01.96495(W)     ADJUSTED  
 CZ1943* NAVD 88     -              **(meters)            **(feet)            
 CZ1943  ___________________________________________________________________
 CZ1943  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CZ1943  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1943  HORZ ORDER  -  THIRD
 CZ1943
 CZ1943.The horizontal coordinates were established by classical geodetic methods
 CZ1943.and adjusted by the National Geodetic Survey in August 1993.
 CZ1943
 CZ1943
 CZ1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1943
 CZ1943.The geoid height was determined by GEOID03.
 CZ1943
 CZ1943;                    North         East     Units Scale Factor Converg.
 CZ1943;SPC AZ C     -   181,410.399   261,786.126   MT  0.99992891   +0 16 42.0
 CZ1943;SPC AZ C     -   595,178.47    858,878.37   iFT  0.99992891   +0 16 42.0
 CZ1943;UTM  12      - 3,610,911.136   462,429.305   MT  0.99961741   -0 12 57.6
 CZ1943
 CZ1943                          SUPERSEDED SURVEY CONTROL
 CZ1943
 CZ1943  NAD 83(1986)-  32 38 06.51874(N)    111 24 01.96541(W) AD(       ) 4
 CZ1943  NAD 27      -  32 38 06.26000(N)    111 23 59.55200(W) AD(       ) 3
 CZ1943
 CZ1943.Superseded values are not recommended for survey control.
 CZ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1943.See file dsdata.txt to determine how the superseded data were derived.
 CZ1943
 CZ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6242910911(NAD 83)
 CZ1943_MARKER: 03 = MOUNTAIN PEAK
 CZ1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1943+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 CZ1943
 CZ1943  HISTORY     - Date     Condition        Report By
 CZ1943  HISTORY     - 1919     FIRST OBSERVED   CGS
 CZ1943  HISTORY     - 20040513 GOOD             NGS
 CZ1943  HISTORY     - 20080209 GOOD             GEOCAC
 CZ1943
 CZ1943                          STATION DESCRIPTION
 CZ1943
 CZ1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 CZ1943'THE MOST CONSPICUOUS AND TALL SPIRE ON THE MOUNTAIN ABOUT
 CZ1943'15 MILES NORTH OF SILVERBELL.
 CZ1943
 CZ1943                          STATION RECOVERY (2004)
 CZ1943
 CZ1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1943'PEAK VISIBLE FROM INTERSTATE 10 EXIT 219.  THERE IS NO MARK AT SUMMIT
 CZ1943'ACCORDING TO PICACHO PEAK PARK RANGER.
 CZ1943
 CZ1943                          STATION RECOVERY (2008)
 CZ1943
 CZ1943'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 CZ1943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4637 ***********************************************************************
 DK4637  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4637  DESIGNATION -  PICACHO PEAK CA
 DK4637  PID         -  DK4637
 DK4637  STATE/COUNTY-  AZ/PINAL
 DK4637  USGS QUAD   -  NEWMAN PEAK (1981)
 DK4637
 DK4637                         *CURRENT SURVEY CONTROL
 DK4637  ___________________________________________________________________
 DK4637* NAD 83(2007)-  32 38 44.55501(N)    111 23 58.51829(W)     ADJUSTED  
 DK4637* NAVD 88     -       576.01   (meters)    1889.8    (feet)  GPS OBS   
 DK4637  ___________________________________________________________________
 DK4637  EPOCH DATE  -        2007.00
 DK4637  X           -  -1,961,626.403 (meters)                     COMP
 DK4637  Y           -  -5,005,586.461 (meters)                     COMP
 DK4637  Z           -   3,421,234.968 (meters)                     COMP
 DK4637  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 DK4637  ELLIP HEIGHT-         546.302 (meters)          (04/23/08) ADJUSTED
 DK4637  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DK4637  HORZ ORDER  -  B
 DK4637  ELLP ORDER  -  FOURTH    CLASS I
 DK4637
 DK4637.The horizontal coordinates were established by GPS observations
 DK4637.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4637
 DK4637.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4637.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4637.The horizontal coordinates are valid at the epoch date displayed above.
 DK4637.The epoch date for horizontal control is a decimal equivalence
 DK4637.of Year/Month/Day.
 DK4637
 DK4637.The orthometric height was determined by GPS observations and a
 DK4637.high-resolution geoid model.
 DK4637.The orthometric height was determined by GPS observations and a
 DK4637.high-resolution geoid model using precise GPS observation and
 DK4637.processing techniques.
 DK4637
 DK4637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4637
 DK4637.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4637
 DK4637.The ellipsoidal height was determined by GPS observations
 DK4637.and is referenced to NAD 83.
 DK4637
 DK4637.The geoid height was determined by GEOID03.
 DK4637
 DK4637;                    North         East     Units Scale Factor Converg.
 DK4637;SPC AZ C     -   182,582.299   261,870.255   MT  0.99992901   +0 16 44.2
 DK4637;SPC AZ C     -   599,023.29    859,154.38   iFT  0.99992901   +0 16 44.2
 DK4637;UTM  12      - 3,612,081.901   462,523.515   MT  0.99961732   -0 12 56.0
 DK4637
 DK4637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4637!SPC AZ C     -   0.99991423  x   0.99992901  =   0.99984325
 DK4637!UTM  12      -   0.99991423  x   0.99961732  =   0.99953159
 DK4637
 DK4637                          SUPERSEDED SURVEY CONTROL
 DK4637
 DK4637.No superseded survey control is available for this station.
 DK4637
 DK4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6252412082(NAD 83)
 DK4637_MARKER: DG = GRAVITY STATION DISK
 DK4637_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK4637+WITH SETTING: PAVEMENT
 DK4637_SP_SET: SET IN 0.46-METER CONCRETE PAD
 DK4637_STAMPING: PICACHO PEAK CA 2004
 DK4637_MARK LOGO: NGS   
 DK4637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4637+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 DK4637
 DK4637  HISTORY     - Date     Condition        Report By
 DK4637  HISTORY     - 20050505 MONUMENTED       NGS
 DK4637
 DK4637                          STATION DESCRIPTION
 DK4637
 DK4637'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DK4637'MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) SOUTHEAST OF ELOY, 9.0 MI
 DK4637'(14.5 KM) EAST-NORTHEAST OF FRIENDLY CORNERS AND 6.5 MI (10.4 KM)
 DK4637'NORTHWEST OF RED ROCK IN NW, NE, NE, SECTION 15 (IRREGULAR), T 9 S, R
 DK4637'9 E, GILA AND SALT RIVER MERIDIAN.
 DK4637' 
 DK4637'THE STATION IS LOCATED AT PICACHO PEAK STATE PARK.  IT IS 7.4 MI (11.9
 DK4637'KM) SOUTHEAST OF POST OFFICE AT VILLAGE OF PICACHO AND 0.7 MI (1.1 KM)
 DK4637'N (HORIZONTALLY) FROM PICACHO PEAK (MOUNTAIN).  TO ACCESS FROM EXIT
 DK4637'219 OF I-10, GO SOUTHWEST, THEN WEST, ON PICACHO PEAK STATE PARK ROAD
 DK4637'FOR 0.25 MI.  TURN S (LEFT) AT SECOND DRIVEWAY TO RANGERS' RESIDENCES.
 DK4637'STATION IS 76.2 M (250.0 FT) SOUTH OF ROAD, 11.5 M (37.7 FT)
 DK4637'WEST-SOUTHWEST OF WATER VALVE AT T OF '6'-SHAPED DRIVEWAY, 4.6 M (15.1
 DK4637'FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF 3-TIERED DUMPSTER
 DK4637'CONCRETE PAD, 5.1 M (16.7 FT) WEST-NORTHWEST OF SE CORNER OF PAD, 5.4
 DK4637'M (17.7 FT) EAST OF A FENCE LINE NEXT TO ARROYO, 3.4 M (11.2 FT) NORTH
 DK4637'OF 2 M (6.6 FT) TALL SAGUARO CACTUS AND SET IN 0.46 M (1.5 FT)
 DK4637'CONCRETE PAD, WHICH PROJECTS 5 CM (2 INCHES) AND HAS EYE BOLT ON W
 DK4637'SIDE.  IT IS 1.6 M (5.2 FT) EAST OF A WITNESS POST.  CONTACT IS ROBERT
 DK4637'YOUNG AT 520-466-3183.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2044 ***********************************************************************
 DU2044  DESIGNATION -  PICKET POST
 DU2044  PID         -  DU2044
 DU2044  STATE/COUNTY-  AZ/PINAL
 DU2044  USGS QUAD   -  PICKETPOST MTN (1981)
 DU2044
 DU2044                         *CURRENT SURVEY CONTROL
 DU2044  ___________________________________________________________________
 DU2044* NAD 83(1992)-  33 15 24.04970(N)    111 09 28.16305(W)     ADJUSTED  
 DU2044* NAVD 88     -      1334.5    (meters)    4378.     (feet)  VERTCON   
 DU2044  ___________________________________________________________________
 DU2044  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 DU2044  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DU2044  HORZ ORDER  -  FIRST
 DU2044
 DU2044.The horizontal coordinates were established by classical geodetic methods
 DU2044.and adjusted by the National Geodetic Survey in August 1993.
 DU2044
 DU2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2044
 DU2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2044
 DU2044.The geoid height was determined by GEOID03.
 DU2044
 DU2044;                    North         East     Units Scale Factor Converg.
 DU2044;SPC AZ C     -   250,473.064   284,064.078   MT  0.99996161   +0 24 58.2
 DU2044;SPC AZ C     -   821,762.02    931,968.76   iFT  0.99996161   +0 24 58.2
 DU2044;UTM  12      - 3,679,754.255   485,299.657   MT  0.99960266   -0 05 11.6
 DU2044
 DU2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2044!SPC AZ C     -   0.99979502  x   0.99996161  =   0.99975663
 DU2044!UTM  12      -   0.99979502  x   0.99960266  =   0.99939776
 DU2044
 DU2044:                Primary Azimuth Mark                     Grid Az
 DU2044:SPC AZ C     -  PICKET POST AZ MK                        041 08 54.6
 DU2044:UTM  12      -  PICKET POST AZ MK                        041 39 04.4
 DU2044
 DU2044|---------------------------------------------------------------------|
 DU2044| PID    Reference Object                     Distance      Geod. Az  |
 DU2044|                                                           dddmmss.s |
 DU2044| CH6092 PICKET POST AZ MK                                  0413352.8 |
 DU2044| CH6093 PICKET POST RM 1                      4.238 METERS 06252     |
 DU2044| CH6094 PICKET POST RM 2                     10.325 METERS 29409     |
 DU2044|---------------------------------------------------------------------|
 DU2044
 DU2044                          SUPERSEDED SURVEY CONTROL
 DU2044
 DU2044  NAD 83(1986)-  33 15 24.04472(N)    111 09 28.16528(W) AD(       ) 1
 DU2044  NAD 27      -  33 15 23.84530(N)    111 09 25.73650(W) AD(       ) 1
 DU2044  NGVD 29 (07/19/86) 1333.9    (m)         4376.     (f) VERT ANG    3  
 DU2044
 DU2044.Superseded values are not recommended for survey control.
 DU2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2044.See file dsdata.txt to determine how the superseded data were derived.
 DU2044
 DU2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8530079754(NAD 83)
 DU2044_MARKER: DS = TRIANGULATION STATION DISK
 DU2044_SETTING: 80 = SET IN A BOULDER
 DU2044_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2044+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 DU2044
 DU2044  HISTORY     - Date     Condition        Report By
 DU2044  HISTORY     - 1936     MONUMENTED       CGS
 DU2044  HISTORY     - 1946     GOOD             CGS
 DU2044  HISTORY     - 1946     GOOD             USGS
 DU2044  HISTORY     - 1963     GOOD             USGS
 DU2044  HISTORY     - 20061109 GOOD             INDIV
 DU2044  HISTORY     - 20071109 GOOD             INDIV
 DU2044  HISTORY     - 20090117 GOOD             GEOCAC
 DU2044
 DU2044                          STATION DESCRIPTION
 DU2044
 DU2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2044'ON THE HIGHEST POINT AND ON THE SOUTH EDGE OF PICKET POST
 DU2044'MOUNTAIN, A PROMINENT PEAK CONSISTING OF VERTICAL CLIFFS THAT
 DU2044'TOWER ABOVE THE LOCAL MOUNTAINS, ABOUT 20 MILES NORTHEAST OF
 DU2044'FLORENCE, ABOUT 10 MILES EAST OF FLORENCE JUNCTION, AND ABOUT
 DU2044'6 FEET NORTHWEST OF A LARGE ROCK CAIRN.  MARKED BY A STANDARD
 DU2044'BRONZE DISK.  REFERENCE MARK NO. 1, A
 DU2044'STANDARD BRONZE REFERENCE DISK, IS 4.250 METERS
 DU2044'(13.94 FEET) FROM STATION N 62 DEG 52 MIN E.
 DU2044'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2044'IS 10.310 METERS (33.83 FEET) FROM STATION
 DU2044'N 65 DEG 52 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE
 DU2044'DISK, ON THE NORTHEAST POINT OF THE FLAT TOP AND
 DU2044'APPROXIMATELY AT THE SAME ELEVATION AS THE STATION, IS 0.3
 DU2044'MILE FROM STATION N 41 DEG 34 MIN E.
 DU2044
 DU2044                          STATION RECOVERY (1946)
 DU2044
 DU2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2044'STATION AND ALL MARKS FOUND AS PREVIOUSLY DESCRIBED AND IN
 DU2044'GOOD CONDITION.
 DU2044'
 DU2044'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE NORTHEAST OF
 DU2044'FLORENCE, ABOUT 4 MILES SOUTHWEST OF SUPERIOR ON THE SOUTH EDGE
 DU2044'AND HIGHEST POINT OF PICKET POST MOUNTAIN, A PRMINENT MOUNTAIN
 DU2044'WITH VERTICAL CLIFFS ON ALL SIDES.  THE STATION MARK IS A BRONZE
 DU2044'DISK STAMPED--PICKET POST 1936, SET IN A BOULDER WHICH PROJECTS
 DU2044'10 INCHES.  IT IS 10 PACES WEST OF THE EAST BRIM AND 4 PACES
 DU2044'NORTH OF THE SOUTH BRIM.
 DU2044'
 DU2044'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--PICKET POST NO
 DU2044'1 1936, SET IN A BOULDER WHICH PROJECTS 2 FEET.  IT IS 6 PACES
 DU2044'WEST OF THE EAST BRIM, 3 PACES NORTH OF THE SOUTH BRIM, 18
 DU2044'INCHES HIGHER THAN THE STATION MARK.
 DU2044'
 DU2044'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--PICKET POST
 DU2044'NO 2 1936, SET IN A BOULDER WHICH PROJECTS 1 FOOT.  IT IS 10 PACES
 DU2044'EAST OF THE WEST BRIM AND ON THE WEST-NORTHWEST BRIM, AND IS
 DU2044'5 FEET LOWER THAN STATION MARK.
 DU2044'
 DU2044'THE AZIMUTH MARK IS A BRONZE DISK STAMPED--PICKET POST 1936, SET
 DU2044'IN A BOULDER ON A FLAT-TOPPED RAISE 15 FEET SOUTH OF THE
 DU2044'NORTH EDGE AND 15 FEET NORTH OF THE SOUTH EDGE.
 DU2044'
 DU2044'TO REACH STATION FROM THE QUEEN CREEK BRIDGE IN SUPERIOR.  GO
 DU2044'SOUTH ON THE RAY ROAD 0.6 MILE TO A ROAD RIGHT.  TURN RIGHT,
 DU2044'GO 0.55 MILE TO A FORK.  TURN LEFT, GO 1.8 MILE TO A FORK.
 DU2044'KEEP RIGHT, GO 0.4 MILE TO A GATE.  PASS THROUGH THE GATE AND
 DU2044'CONTINUE 0.8 MILE TO ANOTHER GATE.  PASS THROUGH GATE AND
 DU2044'CONTINUE ON ROAD 1.2 MILE TO END OF TRUCK TRAVEL AT TOP OF
 DU2044'A SMALL RIDGE.  FROM HERE WALK NORTHERLY UP RIDGE TO BASE OF
 DU2044'MOUNTAIN, THENCE UP STEEP SLOPE TO TOP KEEPING TO THE LEFT OF
 DU2044'THE VERTICAL CLIFFS.  THENCE RIGHT TO HIGHEST POINT AND STATION
 DU2044'AS DESCRIBED ABOVE.  A 2 HOUR PACK.
 DU2044'
 DU2044'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DU2044
 DU2044                          STATION RECOVERY (1946)
 DU2044
 DU2044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 DU2044'RECOVERED IN GOOD CONDITION.
 DU2044
 DU2044                          STATION RECOVERY (1963)
 DU2044
 DU2044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU2044'RECOVERED IN GOOD CONDITION.
 DU2044
 DU2044                          STATION RECOVERY (2006)
 DU2044
 DU2044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TJC)
 DU2044'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE AND AZIMUTH
 DU2044'MARKS WERE NOT SOUGHT.
 DU2044
 DU2044                          STATION RECOVERY (2007)
 DU2044
 DU2044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SPT)
 DU2044'RECOVERED IN GOOD CONDITION.  ACCESSORY MARKS WERE NOT SEARCHED FOR.
 DU2044
 DU2044                          STATION RECOVERY (2009)
 DU2044
 DU2044'RECOVERY NOTE BY GEOCACHING 2009 (ACM)
 DU2044'RECOVERED AS DESCRIBED. THE TOP OF THE MOUNTAIN AND THE MARK ARE MOST
 DU2044'EASILY ACCESSED VIA A WELL-USED PATH THAT ASCENDS THE WEST SIDE OF THE
 DU2044'PEAK.
 DU2044'FROM THE STATE HIGHWAY 177 OVERPASS AT U.S. HIGHWAY 60 IN SUPERIOR
 DU2044'TRAVEL WEST ON U.S. 60 FOR 5.43 MILES TO THE INTERSECTION OF UNO
 DU2044'TRAIL, A ROAD ON THE LEFT. TURN LEFT AND PROCEED 0.34 MILES TO A
 DU2044'REVERSE WYE INTERSECTION WITH SADDLERIDGE TRAIL. TURN LEFT, AND
 DU2044'CONTINUE 0.65 TO A RIGHT AND INTO THE PARKING AREA FOR THE TRAILHEAD.
 DU2044'PROCEED UP THE WELL-MARKED TRAIL TO THE SUMMIT AND THE MARK.
 DU2044'THE REFERENCE MARKS WERE NOT RECOVERED, BUT APPEAR TO HAVE BEEN
 DU2044'REMOVED BY VANDALS. A THOROUGH SEARCH AT THE DESCRIBED LOCATION OF THE
 DU2044'AZIMUTH MARK REVEALED NOTHING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0474 ***********************************************************************
 ER0474  DESIGNATION -  PICNIC
 ER0474  PID         -  ER0474
 ER0474  STATE/COUNTY-  AZ/APACHE
 ER0474  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0474
 ER0474                         *CURRENT SURVEY CONTROL
 ER0474  ___________________________________________________________________
 ER0474* NAD 83(1992)-  34 06 00.30615(N)    109 13 51.16483(W)     ADJUSTED  
 ER0474* NAVD 88     -      2328.9    (meters)    7641.     (feet)  VERTCON   
 ER0474  ___________________________________________________________________
 ER0474  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 ER0474  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 ER0474  HORZ ORDER  -  SECOND
 ER0474
 ER0474.The horizontal coordinates were established by classical geodetic methods
 ER0474.and adjusted by the National Geodetic Survey in August 1993.
 ER0474
 ER0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0474
 ER0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0474
 ER0474.The geoid height was determined by GEOID03.
 ER0474
 ER0474;                    North         East     Units Scale Factor Converg.
 ER0474;SPC AZ E     -   344,149.835   299,703.811   MT  0.99999187   +0 31 28.8
 ER0474;SPC AZ E     - 1,129,100.51    983,280.22   iFT  0.99999187   +0 31 28.8
 ER0474;UTM  12      - 3,774,666.069   663,192.331   MT  0.99992830   +0 59 31.4
 ER0474
 ER0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0474!SPC AZ E     -   0.99963805  x   0.99999187  =   0.99962992
 ER0474!UTM  12      -   0.99963805  x   0.99992830  =   0.99956638
 ER0474
 ER0474:                Primary Azimuth Mark                     Grid Az
 ER0474:SPC AZ E     -  APACHE                                   017 44 59.2
 ER0474:UTM  12      -  APACHE                                   017 16 56.6
 ER0474
 ER0474|---------------------------------------------------------------------|
 ER0474| PID    Reference Object                     Distance      Geod. Az  |
 ER0474|                                                           dddmmss.s |
 ER0474| ER0477 APACHE                              APPROX. 3.7 KM 0181628.0 |
 ER0474| CD2475 PICNIC RM 1                           5.816 METERS 16424     |
 ER0474| CD2476 PICNIC RM 2                           9.603 METERS 26505     |
 ER0474|---------------------------------------------------------------------|
 ER0474
 ER0474                          SUPERSEDED SURVEY CONTROL
 ER0474
 ER0474  NAD 83(1986)-  34 06 00.30493(N)    109 13 51.17079(W) AD(       ) 2
 ER0474  NAD 27      -  34 06 00.13487(N)    109 13 48.86629(W) AD(       ) 2
 ER0474  NGVD 29 (07/19/86) 2327.9    (m)         7637.     (f) VERT ANG    3  
 ER0474
 ER0474.Superseded values are not recommended for survey control.
 ER0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0474.See file dsdata.txt to determine how the superseded data were derived.
 ER0474
 ER0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6319274666(NAD 83)
 ER0474_MARKER: DD = SURVEY DISK
 ER0474_SETTING: 66 = SET IN ROCK OUTCROP
 ER0474_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0474+STABILITY: POSITION/ELEVATION WELL
 ER0474
 ER0474  HISTORY     - Date     Condition        Report By
 ER0474  HISTORY     - 1978     MONUMENTED       AZDT
 ER0474
 ER0474                          STATION DESCRIPTION
 ER0474
 ER0474'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0474'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SPRINGERVILLE ON
 ER0474'THE WEST SIDE OF U.S. HWY. 180-666 ATOP A BLUFF ABOVE A HWY. CURVE.
 ER0474'
 ER0474'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED PICNIC 1978
 ER0474'AND IS EPOXIED IN A DRILL HOLE IN A ROCK 200 FOOT WEST OF
 ER0474'HWY. CENTERLINE ATOP THE HIGHEST POINT OF BLUFF ABOVE A CURVE,
 ER0474'MARKED WITH A WITNESS POST AND SIGN 5 FEET TO SOUTHWEST.
 ER0474'
 ER0474'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED PICNIC
 ER0474'RM 1 1978 AND IS EPOXIED TO A ROCK.
 ER0474'
 ER0474'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED PICNIC
 ER0474'RM 2 1978 AND IS EPOXIED TO A ROCK.
 ER0474'
 ER0474'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 60 AND
 ER0474'180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 ER0474'HWY. 180-666 FOR 4.4 MILES TO MILE POST 404.61 AND THE STATION ON
 ER0474'THE RIGHT, WEST, ATOP A BLUFF.  PACK NORTH FROM THE CREST OF THE
 ER0474'MESA AT THE FOREST BDRY. FENCE.
 ER0474'
 ER0474'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2028 ***********************************************************************
 DU2028  DESIGNATION -  PICTURE
 DU2028  PID         -  DU2028
 DU2028  STATE/COUNTY-  AZ/GILA
 DU2028  USGS QUAD   -  PICTURE MOUNTAIN (1964)
 DU2028
 DU2028                         *CURRENT SURVEY CONTROL
 DU2028  ___________________________________________________________________
 DU2028* NAD 83(1992)-  33 55 45.34358(N)    111 09 50.18398(W)     ADJUSTED  
 DU2028* NAVD 88     -      1966.3    (meters)    6451.     (feet)  VERTCON   
 DU2028  ___________________________________________________________________
 DU2028  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 DU2028  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DU2028  HORZ ORDER  -  FIRST
 DU2028
 DU2028.The horizontal coordinates were established by classical geodetic methods
 DU2028.and adjusted by the National Geodetic Survey in August 1993.
 DU2028
 DU2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2028
 DU2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2028
 DU2028.The geoid height was determined by GEOID03.
 DU2028
 DU2028;                    North         East     Units Scale Factor Converg.
 DU2028;SPC AZ E     -   325,256.176   121,158.268   MT  1.00000476   -0 33 24.1
 DU2028;SPC AZ E     - 1,067,113.44    397,500.88   iFT  1.00000476   -0 33 24.1
 DU2028;UTM  12      - 3,754,324.845   484,847.951   MT  0.99960283   -0 05 29.4
 DU2028
 DU2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2028!SPC AZ E     -   0.99969558  x   1.00000476  =   0.99970034
 DU2028!UTM  12      -   0.99969558  x   0.99960283  =   0.99929853
 DU2028
 DU2028|---------------------------------------------------------------------|
 DU2028| PID    Reference Object                     Distance      Geod. Az  |
 DU2028|                                                           dddmmss.s |
 DU2028| CH6101 PICTURE RM 2                          7.525 METERS 12127     |
 DU2028| CH6099 PICTURE AZ MK                                      2490128.6 |
 DU2028| CH6100 PICTURE RM 1                          5.130 METERS 35739     |
 DU2028|---------------------------------------------------------------------|
 DU2028
 DU2028                          SUPERSEDED SURVEY CONTROL
 DU2028
 DU2028  NAD 83(1986)-  33 55 45.33711(N)    111 09 50.18654(W) AD(       ) 1
 DU2028  NAD 27      -  33 55 45.17900(N)    111 09 47.72800(W) AD(       ) 1
 DU2028  NGVD 29 (07/19/86) 1965.5    (m)         6448.     (f) VERT ANG    3  
 DU2028
 DU2028.Superseded values are not recommended for survey control.
 DU2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2028.See file dsdata.txt to determine how the superseded data were derived.
 DU2028
 DU2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8484854325(NAD 83)
 DU2028_MARKER: DS = TRIANGULATION STATION DISK
 DU2028_SETTING: 80 = SET IN A BOULDER
 DU2028_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2028
 DU2028  HISTORY     - Date     Condition        Report By
 DU2028  HISTORY     - 1947     MONUMENTED       CGS
 DU2028  HISTORY     - 1964     GOOD             USGS
 DU2028
 DU2028                          STATION DESCRIPTION
 DU2028
 DU2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2028'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE SOUTH-SOUTHEAST OF
 DU2028'PAYSON AND ABOUT 9.5 MILES AIRLINE EAST-NORTHEAST OF TONTO ON THE
 DU2028'MOST WESTERLY OF SEVERAL BRUSH COVERED PEAKS KNOWN LOCALLY AS
 DU2028'PICTURE MOUNTAIN.  THE STATION MARK IS A BRONZE DISK STAMPED,
 DU2028'PICTURE 1946, SET IN A BOULDER FLUSH WITH GROUND LEVEL 8 FEET
 DU2028'EAST OF EDGE OF CLIFF.
 DU2028'
 DU2028'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED, PICTURE NO 1 1946,
 DU2028'SET IN A BOULDER WHICH PROJECTS 6 INCHES AND IS SAME ELEVATION
 DU2028'AS STATION MARK.
 DU2028'
 DU2028'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED, PICTURE NO 2 1946,
 DU2028'SET IN A BOULDER WHICH PROJECTS 18 INCHES AND IS 18 INCHES LOWER
 DU2028'THAN STATION MARK.
 DU2028'
 DU2028'THE AZIMUTH MARK IS A BRONZE DISK STAMPED, PICTURE 1946, SET IN
 DU2028'A BOULDER WHICH PROJECTS 8 INCHES.  IT IS ON THE WEST BANK OF A
 DU2028'WASH, 75 FEET SOUTH OF A CONCRETE WATER TANK AT THE END OF TRUCK
 DU2028'TRAVEL.
 DU2028'
 DU2028'TO REACH STATION FROM THE POST OFFICE IN TONTO, GO EAST ON THE
 DU2028'GREEN BACK VALLEY ROAD CROSSING TONTO CREEK, 3.8 MILE TO A
 DU2028'CATTLE GUARD.  CONTINUE 2.4 MILES TO A ROAD LEFT AT SIGN, RED
 DU2028'ROCK SPRING 7-JUNIPER CAMP 3.  TURN LEFT AND FOLLOW ONLY ROAD 2.6
 DU2028'MILES TO A FENCE LINE.  PASS THROUGH OPENING IN FENCE AND GO 0.25
 DU2028'MILE TO END OF TRUCK TRAVEL ON WEST BANK OF WASH.  FROM HERE
 DU2028'WALK EASTERLY DOWN INTO WASH TO REMAINS OF A BURNT BUILDING.
 DU2028'THENCE FOLLOW TRAIL NORTHEAST ON EAST SIDE OF WASH ABOUT 1
 DU2028'MILE TO A BRUSH AND GRASS COVERED RIDGE TO RIGHT.  WALK RIGHT
 DU2028'UP RIDGE TO SUMMIT THEN ACROSS SADDLE AND UP SECOND RIDGE TO
 DU2028'SUMMIT.  BEAR LEFT TO HIGHEST POINT AND STATION.  A 2 HOUR AND
 DU2028'30 MINUTE PACK.
 DU2028
 DU2028                          STATION RECOVERY (1964)
 DU2028
 DU2028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DU2028'STATION WAS RECOVERED.
 DU2028'
 DU2028'REVISED TO REACH--FROM THE POST OFFICE IN TONTO BASIN, GO EAST ON
 DU2028'THE GREENBACK VALLEY ROAD CROSSING TONTO CREEK, 3.8 MILES TO A
 DU2028'CATTLE GUARD.  CONTINUE 2.4 MILES TO A ROAD LEFT AT SIGN,
 DU2028'J-SLASH-X.  TURN LEFT AND FOLLOW ONLY ROAD 2.6 MILES TO A FENCE LINE
 DU2028'AND LOADING SHUTE.  PASS THROUGH FENCE AND FOLLOW ROAD
 DU2028'UPHILL 2.0 MILES.  LEAVE TRUCK ON ROAD AND CLIMB 0.4 MILE
 DU2028'EAST TO SADDLE.  TURN SOUTH AND FOLLOW RIDGE 0.3 MILES TO
 DU2028'HIGHEST POINT AND STATION.  A 40 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2062 ***********************************************************************
 DU2062  DESIGNATION -  PICTURE
 DU2062  PID         -  DU2062
 DU2062  STATE/COUNTY-  AZ/PINAL
 DU2062  USGS QUAD   -  FLORENCE SE (1965)
 DU2062
 DU2062                         *CURRENT SURVEY CONTROL
 DU2062  ___________________________________________________________________
 DU2062* NAD 83(1992)-  33 00 26.77605(N)    111 17 30.17951(W)     ADJUSTED  
 DU2062* NAVD 88     -       591.06   (+/-2cm)    1939.2    (feet)  VERTCON   
 DU2062  ___________________________________________________________________
 DU2062  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 DU2062  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DU2062  HORZ ORDER  -  FIRST
 DU2062  VERT ORDER  -  THIRD ? (See Below)
 DU2062
 DU2062.The horizontal coordinates were established by classical geodetic methods
 DU2062.and adjusted by the National Geodetic Survey in August 1993.
 DU2062
 DU2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2062.The vertical order pertains to the NGVD 29 superseded value.
 DU2062
 DU2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2062
 DU2062.The geoid height was determined by GEOID03.
 DU2062
 DU2062;                    North         East     Units Scale Factor Converg.
 DU2062;SPC AZ C     -   222,749.830   271,753.333   MT  0.99994203   +0 20 25.6
 DU2062;SPC AZ C     -   730,806.53    891,579.18   iFT  0.99994203   +0 20 25.6
 DU2062;UTM  12      - 3,652,149.287   472,751.296   MT  0.99960915   -0 09 32.1
 DU2062
 DU2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2062!SPC AZ C     -   0.99991181  x   0.99994203  =   0.99985385
 DU2062!UTM  12      -   0.99991181  x   0.99960915  =   0.99952099
 DU2062
 DU2062|---------------------------------------------------------------------|
 DU2062| PID    Reference Object                     Distance      Geod. Az  |
 DU2062|                                                           dddmmss.s |
 DU2062| CH6098 PICTURE RM 4                          5.910 METERS 01935     |
 DU2062| CH6097 PICTURE RM 3                          5.200 METERS 09334     |
 DU2062| CH6095 PICTURE RM 1                         12.042 METERS 15338     |
 DU2062| CH6096 PICTURE RM 2                         10.334 METERS 24118     |
 DU2062| DU2067 FLORENCE BLACK WATER TANK           APPROX. 9.3 KM 2832134.1 |
 DU2062| DU2063 FLORENCE STATE PRISON TANK          APPROX. 7.8 KM 2850310.6 |
 DU2062|---------------------------------------------------------------------|
 DU2062
 DU2062                          SUPERSEDED SURVEY CONTROL
 DU2062
 DU2062  NAD 83(1986)-  33 00 26.76870(N)    111 17 30.17962(W) AD(       ) 1
 DU2062  NAD 27      -  33 00 26.53800(N)    111 17 27.76400(W) AD(       ) 1
 DU2062  NGVD 29 (07/19/86)  590.49   (m)         1937.3    (f) LEVELING    3  
 DU2062
 DU2062.Superseded values are not recommended for survey control.
 DU2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2062.See file dsdata.txt to determine how the superseded data were derived.
 DU2062
 DU2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7275152149(NAD 83)
 DU2062_MARKER: DS = TRIANGULATION STATION DISK
 DU2062_SETTING: 66 = SET IN ROCK OUTCROP
 DU2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2062+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2008
 DU2062
 DU2062  HISTORY     - Date     Condition        Report By
 DU2062  HISTORY     - 1935     MONUMENTED       CGS
 DU2062  HISTORY     - 1971     GOOD             NGS
 DU2062  HISTORY     - 1977     GOOD             NGS
 DU2062  HISTORY     - 20080502 GOOD             GEOCAC
 DU2062
 DU2062                          STATION DESCRIPTION
 DU2062
 DU2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2062'ABOUT 5 MILES, AIR LINE, EAST BY SOUTH FROM FLORENCE, ON THE
 DU2062'SOUTHERN AND HIGHEST END OF PICTURE ROCK RIDGE, WHICH LIES
 DU2062'JUST NORTH OF THE FLORENCE-KELVIN ROAD.  MARKED BY A STANDARD
 DU2062'BRONZE DISK.  REFERENCE MARK NO. 1, A
 DU2062'STANDARD BRONZE REFERENCE DISK, IS 12.053 METERS (39.54
 DU2062'FEET) FROM STATION S 26 DEG 21 MIN E.  REFERENCE MARK
 DU2062'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS 10.334
 DU2062'METERS (33.90 FEET) FROM STATION S 61 DEG 18 MIN W.
 DU2062'FLORENCE, STATE PRISON, ALUMINUM WATER TANK MAY BE USED AS AN
 DU2062'AZIMUTH MARK.
 DU2062
 DU2062                          STATION RECOVERY (1971)
 DU2062
 DU2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2062'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DU2062'THE STEM OF REFERENCE MARK 1 WAS RECOVERED AND THE BOULDER IN
 DU2062'WHICH REFERENCE MARK 2 WAS SET WAS FOUND SPLIT IN 4 PIECES.
 DU2062'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME AND 2
 DU2062'INTERSECTION STATIONS WERE OBSERVED TO SERVE AS AZIMUTH MARKS.
 DU2062'
 DU2062'THE STATION MARK IS A STANDARD DISK STAMPED, PICTURE 1935.
 DU2062'IT IS SET IN A DRILL HOLE IN THE TOP OF A 2X3 FOOT BOULDER
 DU2062'WHICH IS ON THE SOUTH HIGH POINT OF PICTURE ROCK RIDGE ABOUT
 DU2062'0.1 MILE NORTH OF THE FLORENCE-KELVIN HIGHWAY.
 DU2062'
 DU2062'STEM R.M. 1 1935, BRASS STEM OF REFERENCE MARK DISK FLUSH WITH
 DU2062'TOP OF LARGE BOULDER.
 DU2062'
 DU2062'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, PICTURE NO 3 1935
 DU2062'1971.  IT IS SET IN A DRILL HOLE IN THE TOP OF A 3X4 FOOT BOULDER
 DU2062'WHICH PROJECTS ABOUT 2-1/2 FEET.
 DU2062'
 DU2062'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, PICTURE NO 4 1935
 DU2062'1971.  IT IS SET IN A DRILL HOLE IN THE TOP OF 2X4 FOOT BOULDER
 DU2062'WHICH PROJECTS ABOUT 1/2 FOOT.
 DU2062'
 DU2062'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2062'
 DU2062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST
 DU2062'OF FLORENCE.
 DU2062
 DU2062                          STATION RECOVERY (1977)
 DU2062
 DU2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DU2062'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DU2062'1971 RECOVERY NOTE AND FOUND IN GOOD CONDITION.  THE DISTANCE TO
 DU2062'REFERENCE MARKS CHECKED THE 1971 MEASUREMENTS.  NO HORIZONTAL
 DU2062'ANGLES TURNED AT THIS TIME.
 DU2062'
 DU2062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SE
 DU2062'FLORENCE.
 DU2062'
 DU2062'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2062
 DU2062                          STATION RECOVERY (2008)
 DU2062
 DU2062'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2062'RECOVERED STATION MARK, REFERENCE MARK 3, AND REFERENCE MARK 4 IN GOOD
 DU2062'CONDITION, THE STEM FOR REFERENCE MARK 1, AND THE CRACKED DRILL HOLE
 DU2062'FOR REFERENCE MARK 2 AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0842 ***********************************************************************
 DA0842  DESIGNATION -  PIEDRA
 DA0842  PID         -  DA0842
 DA0842  STATE/COUNTY-  AZ/MARICOPA
 DA0842  USGS QUAD   -  SENTINEL NE (1986)
 DA0842
 DA0842                         *CURRENT SURVEY CONTROL
 DA0842  ___________________________________________________________________
 DA0842* NAD 83(1992)-  32 54 14.28503(N)    113 00 18.30268(W)     ADJUSTED  
 DA0842* NAVD 88     -       228.12   (+/-2cm)     748.4    (feet)  VERTCON   
 DA0842  ___________________________________________________________________
 DA0842  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DA0842  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0842  HORZ ORDER  -  FIRST
 DA0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0842
 DA0842.The horizontal coordinates were established by classical geodetic methods
 DA0842.and adjusted by the National Geodetic Survey in August 1993.
 DA0842
 DA0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0842.The vertical order pertains to the NGVD 29 superseded value.
 DA0842
 DA0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0842
 DA0842.The geoid height was determined by GEOID03.
 DA0842
 DA0842;                    North         East     Units Scale Factor Converg.
 DA0842;SPC AZ C     -   211,627.716   111,541.499   MT  1.00002779   -0 35 28.7
 DA0842;SPC AZ C     -   694,316.65    365,949.80   iFT  1.00002779   -0 35 28.7
 DA0842;UTM  12      - 3,642,423.841   312,474.941   MT  1.00003362   -1 05 22.4
 DA0842
 DA0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0842!SPC AZ C     -   0.99996913  x   1.00002779  =   0.99999692
 DA0842!UTM  12      -   0.99996913  x   1.00003362  =   1.00000275
 DA0842
 DA0842:                Primary Azimuth Mark                     Grid Az
 DA0842:SPC AZ C     -  H 320                                    090 31 01.1
 DA0842:UTM  12      -  H 320                                    091 00 54.8
 DA0842
 DA0842|---------------------------------------------------------------------|
 DA0842| PID    Reference Object                     Distance      Geod. Az  |
 DA0842|                                                           dddmmss.s |
 DA0842| DA0564 H 320                                              0895532.4 |
 DA0842| DA0843 PIEDRA RM 1                          12.725 METERS 21901     |
 DA0842| CH3917 PIEDRA RM 2                          12.603 METERS 31032     |
 DA0842| DA0841 PIEDRA RM 3                          13.658 METERS 33129     |
 DA0842|---------------------------------------------------------------------|
 DA0842
 DA0842                          SUPERSEDED SURVEY CONTROL
 DA0842
 DA0842  NAD 83(1986)-  32 54 14.27874(N)    113 00 18.30839(W) AD(       ) 1
 DA0842  NAD 27      -  32 54 14.10100(N)    113 00 15.67700(W) AD(       ) 1
 DA0842  NGVD 29 (??/??/92)  227.519  (m)          746.45   (f) ADJ UNCH    2 0
 DA0842
 DA0842.Superseded values are not recommended for survey control.
 DA0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0842.See file dsdata.txt to determine how the superseded data were derived.
 DA0842
 DA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1247542424(NAD 83)
 DA0842_MARKER: DS = TRIANGULATION STATION DISK
 DA0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0842_STAMPING: PIEDRA 1956
 DA0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0842+STABILITY: SURFACE MOTION
 DA0842
 DA0842  HISTORY     - Date     Condition        Report By
 DA0842  HISTORY     - 1956     MONUMENTED       CGS
 DA0842  HISTORY     - 1960     GOOD             CGS
 DA0842  HISTORY     - 1960     GOOD             NGS
 DA0842  HISTORY     - 1980     GOOD             USGS
 DA0842
 DA0842                          STATION DESCRIPTION
 DA0842
 DA0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DA0842'THE STATION IS ON THE OPEN DESERT ABOUT 12 MILES EAST OF SENTINEL,
 DA0842'7 MILES WEST OF THEBA, 1-1/4 MILES NORTHWEST OF THE PIEDRA SIDING
 DA0842'OF THE SOUTHERN PACIFIC RAILROAD, 0.2 OF A MILE NORTH OF U.S.
 DA0842'HIGHWAY NO. 80, AND 0.15 MILE EAST OF A GRADED ROAD AND 10
 DA0842'FEET SOUTHWEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE
 DA0842'SURFACE OF THE GROUND AND THE DISK IS STAMPED PIEDRA 1956.
 DA0842'
 DA0842'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DA0842'AT ABOUT THE SAME ELEVATION AS THE STATION AND THE DISK IS
 DA0842'STAMPED PIEDRA NO 1 1956.
 DA0842'
 DA0842'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DA0842'AT ABOUT THE SAME ELEVATION AS THE STATION AND THE DISK IS STAMPED
 DA0842'PIEDRA NO 2 1956.
 DA0842'
 DA0842'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DA0842'NO. 2 IS 59.5 FEET.
 DA0842'
 DA0842'REFERENCE MARK NO. 5 OF TRIANGULATION STATION MID WAS USED AS
 DA0842'THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 DA0842'
 DA0842'TO REACH THE STATION FROM THE POST OFFICE IN SENTINEL, GO EAST
 DA0842'ON U.S. HIGHWAY NO. 80 TOWARD GILA BEND FOR 11.75 MILES TO
 DA0842'A GRADED ROAD LEFT, HERE TURN LEFT AND GO NORTH ON THIS GRADED
 DA0842'ROAD FOR 0.2 MILE TO A LARGE SAGUARO ON THE LEFT WITH A TRIANGULAR
 DA0842'BLAZE ON THE EAST SIDE AND THE END OF TRUCK TRAVEL.  FROM
 DA0842'THIS POINT PACK EASTERLY ACROSS THE DESERT FOR ABOUT 0.15 MILE
 DA0842'AND THE STATION AS DESCRIBED.  THIS IS ABOUT A 5 MINUTE PACK.
 DA0842'
 DA0842'NOTE--IT IS POSSIBLE TO DRIVE TO THE STATION WITH FOUR WHEEL
 DA0842'DRIVE.
 DA0842
 DA0842                          STATION RECOVERY (1960)
 DA0842
 DA0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0842'THE STATION AND ONE REFERENCE MARK WAS RECOVERED AND FOUND TO
 DA0842'BE IN GOOD CONDITION.  A NEW REFERENCE MARK AND A NEW AZIMUTH
 DA0842'MARK WERE ESTABLISHED AS DESCRIBED BELOW.
 DA0842'
 DA0842'REFERENCE MARK 3, STAMPED PIEDRA NO 3 1956, IS A STANDARD DISK
 DA0842'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.
 DA0842'
 DA0842'THE AZIMUTH MARK, STAMPED H 320 1952, IS A STANDARD BENCH
 DA0842'MARK DISK SET IN A CYLINDRICAL CONCRETE POST, 0.8 MILE SOUTHEAST
 DA0842'OF THE STATION, 25 FEET NORTH OF THE CENTER LINE OF THE NORTH
 DA0842'TRACKS OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 3 FEET EAST OF
 DA0842'A TELEGRAPH POLE 18 F AND 2 FEET WEST OF A WOODEN WITNESS
 DA0842'POST.
 DA0842
 DA0842                          STATION RECOVERY (1960)
 DA0842
 DA0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0842'11.9 MI E FROM SENTINEL.
 DA0842'11.75 MILES EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0842'THENCE 0.15 MILE NORTH CROSS COUNTRY, 44.81 FEET SOUTH OF R.M. 3,
 DA0842'41.76 FEET NORTHEAST OF R.M. 1, 10 FEET SOUTHWEST OF A WITNESS POST,
 DA0842'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 DA0842
 DA0842                          STATION RECOVERY (1980)
 DA0842
 DA0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0842'FROM PAINTED ROCK OVERPASS, PROCEED WEST ALONG US HIGHWAY INT. 8 FOR
 DA0842'2.7 MI AND END OF TRUCK TRAVEL, THENCE PROCEED NORTH ON FOOT 750 FEET
 DA0842'TO STATION, 10 FEET SW OF WOODEN POST, SET IN CONCRETE POST FLUSH
 DA0842'WITH GROUND, DISK IS STAMPED "PIEDRA 1956".
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0843 ***********************************************************************
 DA0843  DESIGNATION -  PIEDRA RM 1
 DA0843  PID         -  DA0843
 DA0843  STATE/COUNTY-  AZ/MARICOPA
 DA0843  USGS QUAD   -  SENTINEL NE (1986)
 DA0843
 DA0843                         *CURRENT SURVEY CONTROL
 DA0843  ___________________________________________________________________
 DA0843* NAD 83(1986)-  32 54 14.     (N)    113 00 18.     (W)     SCALED    
 DA0843* NAVD 88     -       228.09   (+/-2cm)     748.3    (feet)  VERTCON   
 DA0843  ___________________________________________________________________
 DA0843  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0843
 DA0843.The horizontal coordinates were scaled from a topographic map and have
 DA0843.an estimated accuracy of +/- 6 seconds.
 DA0843
 DA0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0843.The vertical order pertains to the NGVD 29 superseded value.
 DA0843
 DA0843.The geoid height was determined by GEOID03.
 DA0843
 DA0843;                    North         East    Units  Estimated Accuracy
 DA0843;SPC AZ C     -   211,620.      111,550.      MT  (+/- 180 meters Scaled)
 DA0843
 DA0843                          SUPERSEDED SURVEY CONTROL
 DA0843
 DA0843  NGVD 29 (??/??/92)  227.491  (m)          746.36   (f) ADJ UNCH    2 0
 DA0843
 DA0843.Superseded values are not recommended for survey control.
 DA0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0843.See file dsdata.txt to determine how the superseded data were derived.
 DA0843
 DA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB124424(NAD 83)
 DA0843_MARKER: DR = REFERENCE MARK DISK
 DA0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0843_STAMPING: PIEDRA NO 1 1956
 DA0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0843+STABILITY: SURFACE MOTION
 DA0843
 DA0843  HISTORY     - Date     Condition        Report By
 DA0843  HISTORY     - 1956     MONUMENTED       CGS
 DA0843  HISTORY     - 1960     GOOD             NGS
 DA0843
 DA0843                          STATION DESCRIPTION
 DA0843
 DA0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0843'11.9 MI E FROM SENTINEL.
 DA0843'11.75 MILES EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0843'THENCE 0.15 MILE NORTH CROSS COUNTRY, 41.76 FEET SOUTHWEST OF THE
 DA0843'STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0841 ***********************************************************************
 DA0841  DESIGNATION -  PIEDRA RM 3
 DA0841  PID         -  DA0841
 DA0841  STATE/COUNTY-  AZ/MARICOPA
 DA0841  USGS QUAD   -  SENTINEL NE (1986)
 DA0841
 DA0841                         *CURRENT SURVEY CONTROL
 DA0841  ___________________________________________________________________
 DA0841* NAD 83(1986)-  32 54 14.     (N)    113 00 18.     (W)     SCALED    
 DA0841* NAVD 88     -       228.31   (+/-2cm)     749.0    (feet)  VERTCON   
 DA0841  ___________________________________________________________________
 DA0841  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0841
 DA0841.The horizontal coordinates were scaled from a topographic map and have
 DA0841.an estimated accuracy of +/- 6 seconds.
 DA0841
 DA0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0841.The vertical order pertains to the NGVD 29 superseded value.
 DA0841
 DA0841.The geoid height was determined by GEOID03.
 DA0841
 DA0841;                    North         East    Units  Estimated Accuracy
 DA0841;SPC AZ C     -   211,620.      111,550.      MT  (+/- 180 meters Scaled)
 DA0841
 DA0841                          SUPERSEDED SURVEY CONTROL
 DA0841
 DA0841  NGVD 29 (??/??/92)  227.709  (m)          747.08   (f) ADJ UNCH    2 0
 DA0841
 DA0841.Superseded values are not recommended for survey control.
 DA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0841.See file dsdata.txt to determine how the superseded data were derived.
 DA0841
 DA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB124424(NAD 83)
 DA0841_MARKER: DR = REFERENCE MARK DISK
 DA0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0841_STAMPING: PIEDRA NO 3 1956
 DA0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0841+STABILITY: SURFACE MOTION
 DA0841
 DA0841  HISTORY     - Date     Condition        Report By
 DA0841  HISTORY     - 1960     MONUMENTED       CGS
 DA0841  HISTORY     - 1960     GOOD             NGS
 DA0841
 DA0841                          STATION DESCRIPTION
 DA0841
 DA0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0841'11.9 MI E FROM SENTINEL.
 DA0841'11.75 MILES EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0841'THENCE 0.15 MILE NORTH CROSS COUNTRY, 44.81 FEET NORTH OF THE STATION
 DA0841'MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0872 ***********************************************************************
 ES0872  DESIGNATION -  PIEPER
 ES0872  PID         -  ES0872
 ES0872  STATE/COUNTY-  AZ/COCONINO
 ES0872  USGS QUAD   -  QUAYLE HILL (1971)
 ES0872
 ES0872                         *CURRENT SURVEY CONTROL
 ES0872  ___________________________________________________________________
 ES0872* NAD 83(1992)-  34 40 16.22822(N)    111 06 30.04616(W)     ADJUSTED  
 ES0872* NAVD 88     -      2045.4    (meters)    6711.     (feet)  VERTCON   
 ES0872  ___________________________________________________________________
 ES0872  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 ES0872  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ES0872  HORZ ORDER  -  SECOND
 ES0872
 ES0872.The horizontal coordinates were established by classical geodetic methods
 ES0872.and adjusted by the National Geodetic Survey in August 1993.
 ES0872
 ES0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0872
 ES0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0872
 ES0872.The geoid height was determined by GEOID03.
 ES0872
 ES0872;                    North         East     Units Scale Factor Converg.
 ES0872;SPC AZ C     -   407,396.029   287,437.541   MT  0.99996761   +0 27 35.4
 ES0872;SPC AZ C     - 1,336,601.15    943,036.55   iFT  0.99996761   +0 27 35.4
 ES0872;UTM  12      - 3,836,583.894   490,073.844   MT  0.99960121   -0 03 41.9
 ES0872
 ES0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0872!SPC AZ C     -   0.99968272  x   0.99996761  =   0.99965034
 ES0872!UTM  12      -   0.99968272  x   0.99960121  =   0.99928406
 ES0872
 ES0872:                Primary Azimuth Mark                     Grid Az
 ES0872:SPC AZ C     -  PIT                                      167 45 25.5
 ES0872:UTM  12      -  PIT                                      168 16 42.8
 ES0872
 ES0872|---------------------------------------------------------------------|
 ES0872| PID    Reference Object                     Distance      Geod. Az  |
 ES0872|                                                           dddmmss.s |
 ES0872| ES0873 PIT                                 469.946 METERS 1681300.9 |
 ES0872| ES0848 COCO                                427.877 METERS 3244750.3 |
 ES0872|---------------------------------------------------------------------|
 ES0872
 ES0872                          SUPERSEDED SURVEY CONTROL
 ES0872
 ES0872  NAD 83(1986)-  34 40 16.22174(N)    111 06 30.05005(W) AD(       ) 2
 ES0872  NGVD 29 (07/10/87) 2044.5    (m)         6708.     (f) VERT ANG    3  
 ES0872
 ES0872.Superseded values are not recommended for survey control.
 ES0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0872.See file dsdata.txt to determine how the superseded data were derived.
 ES0872
 ES0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9007436584(NAD 83)
 ES0872_MARKER: DS = TRIANGULATION STATION DISK
 ES0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0872+STABILITY: SURFACE MOTION
 ES0872
 ES0872  HISTORY     - Date     Condition        Report By
 ES0872  HISTORY     - 1981     MONUMENTED       AZDT
 ES0872  HISTORY     - 19980818 MARK NOT FOUND   USPSQD
 ES0872
 ES0872                          STATION DESCRIPTION
 ES0872
 ES0872'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0872'THE STATION IS LOCATED 6 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0872'STATION ALONG ARIZONA HIGHWAY 87.
 ES0872'
 ES0872'THE STATION MARK IS AN AZDT DISK STAMPED---PIEPER 1981---SET IN
 ES0872'TOP OF A CONCRETE MONUMENT 56 FEET EAST OF THE HIGHWAY AND WITNESSED
 ES0872'BY A 2 FOOT CAIRN.
 ES0872'
 ES0872'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0872'
 ES0872'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0872'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0872'CONTINUE NORTH ALONG THE HIGHWAY FOR 7.25 MILES TO FOREST TRAIL 319F
 ES0872'ON THE RIGHT, CONTINUE AHEAD 0.25 MILE TO THE STATION ON THE RIGHT.
 ES0872
 ES0872                          STATION RECOVERY (1998)
 ES0872
 ES0872'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0400 ***********************************************************************
 GQ0400  DESIGNATION -  PIERCE
 GQ0400  PID         -  GQ0400
 GQ0400  STATE/COUNTY-  AZ/MOHAVE
 GQ0400  USGS QUAD   -  LIZARD POINT (1979)
 GQ0400
 GQ0400                         *CURRENT SURVEY CONTROL
 GQ0400  ___________________________________________________________________
 GQ0400* NAD 83(1992)-  36 59 23.46284(N)    113 33 23.78123(W)     ADJUSTED  
 GQ0400* NAVD 88     -       875.8    (meters)    2873.     (feet)  VERTCON   
 GQ0400  ___________________________________________________________________
 GQ0400  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GQ0400  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 GQ0400  HORZ ORDER  -  FIRST
 GQ0400
 GQ0400.The horizontal coordinates were established by classical geodetic methods
 GQ0400.and adjusted by the National Geodetic Survey in November 1997.
 GQ0400
 GQ0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0400
 GQ0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0400
 GQ0400.The geoid height was determined by GEOID03.
 GQ0400
 GQ0400;                    North         East     Units Scale Factor Converg.
 GQ0400;SPC AZ W     -   664,383.504   230,575.481   MT  0.99993698   +0 06 58.9
 GQ0400;SPC AZ W     - 2,179,735.91    756,481.24   iFT  0.99993698   +0 06 58.9
 GQ0400;SPC UT S     - 3,037,881.663   316,919.965   MT  1.00004663   -1 15 36.2
 GQ0400;UTM  12      - 4,096,801.916   272,472.004   MT  1.00023779   -1 32 20.0
 GQ0400
 GQ0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0400!SPC AZ W     -   0.99986643  x   0.99993698  =   0.99980342
 GQ0400!SPC UT S     -   0.99986643  x   1.00004663  =   0.99991306
 GQ0400!UTM  12      -   0.99986643  x   1.00023779  =   1.00010419
 GQ0400
 GQ0400:                Primary Azimuth Mark                     Grid Az
 GQ0400:SPC AZ W     -  LOS ANGELES SALT LK AWY BN 37B           023 17 06.5
 GQ0400:SPC UT S     -  LOS ANGELES SALT LK AWY BN 37B           024 39 41.6
 GQ0400:UTM  12      -  LOS ANGELES SALT LK AWY BN 37B           024 56 25.4
 GQ0400
 GQ0400|---------------------------------------------------------------------|
 GQ0400| PID    Reference Object                     Distance      Geod. Az  |
 GQ0400|                                                           dddmmss.s |
 GQ0400| HO0622 LOS ANGELES SALT LK AWY BN 37B      APPROX.15.4 KM 0232405.4 |
 GQ0400| GQ0401 T41 42N R12W SECS 1 2 35 36          26.302 METERS 03712     |
 GQ0400| CH3918 PIERCE AZ MK                                       1041522.3 |
 GQ0400| CH3919 PIERCE RM 1                          14.498 METERS 17030     |
 GQ0400| CH3920 PIERCE RM 2                          12.628 METERS 25202     |
 GQ0400|---------------------------------------------------------------------|
 GQ0400
 GQ0400                          SUPERSEDED SURVEY CONTROL
 GQ0400
 GQ0400  NAD 83(1992)-  36 59 23.46062(N)    113 33 23.78209(W) AD(       ) 1
 GQ0400  NAD 83(1986)-  36 59 23.45832(N)    113 33 23.78127(W) AD(       ) 1
 GQ0400  NAD 27      -  36 59 23.52300(N)    113 33 20.95200(W) AD(       ) 1
 GQ0400  NGVD 29 (07/19/86)  875.0    (m)         2871.     (f) VERT ANG    3  
 GQ0400
 GQ0400.Superseded values are not recommended for survey control.
 GQ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0400.See file dsdata.txt to determine how the superseded data were derived.
 GQ0400
 GQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7247296802(NAD 83)
 GQ0400_MARKER: DS = TRIANGULATION STATION DISK
 GQ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0400
 GQ0400  HISTORY     - Date     Condition        Report By
 GQ0400  HISTORY     - 1938     MONUMENTED       CGS
 GQ0400  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GQ0400  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GQ0400  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GQ0400
 GQ0400                          STATION DESCRIPTION
 GQ0400
 GQ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0400'STATION IS LOCATED ABOUT 0.75 MILE SOUTH OF THE UTAH STATE
 GQ0400'LINE BETWEEN THE BEAVER DAM MOUNTAINS AND HURRICANE CLIFF.
 GQ0400'ABOUT 8 MILES AIRLINE AND 11 MILES BY ROAD E BY S OF ST.
 GQ0400'GEORGE, UTAH AND ABOUT 28 MILES AIRLINE E OF ARIZONA, UTAH,
 GQ0400'AND NEVADA BOUNDARY CORNER.  THE STATION IS IN SEC. 2, T
 GQ0400'41 N, R 12 W, IN ABOUT THE CENTER OF A LOW FLAT TOP HILL
 GQ0400'WHICH IS COVERED WITH GREASEWOOD, AND ABOUT 30 FEET SOUTH
 GQ0400'OF A TRAIL ROAD LEADING ACROSS TOP OF HILL.
 GQ0400'
 GQ0400'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 GQ0400'TABLETS SET IN CONCRETE.
 GQ0400'
 GQ0400'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH BY GOING
 GQ0400'E 0.7 MILE TO THE NE CORNER OF CEMETERY.  THENCE RIGHT (S)
 GQ0400'AND FOLLOW MAIN TRAVELED ROAD SOUTH, EAST, AND SOUTH 2.0
 GQ0400'MILES TO VIRGIN RIVER BRIDGE.  CROSS BRIDGE AND CONTINUE
 GQ0400'ON MAIN TRAVELED ROAD 2.1 MILES TO BRIDGE AT FORT PIERCE
 GQ0400'WASH.  CROSS BRIDGE AND CONTINUE MAIN TRAVELED ROAD 2.6 MILES
 GQ0400'TO A SIGN ON RIGHT (ARIZONA STATE LINE) AND THEN 0.3 MILE
 GQ0400'TO A TRACK ROAD LEADING LEFT UP A SMALL WASH.  TURN LEFT ON
 GQ0400'TRACK ROAD, WHICH GOES IN AND OUT OF WASH, AND GO 0.4 MILE.
 GQ0400'HERE THE MAIN TRAVELED ROAD LEAVES THE WASH.  TURN RIGHT
 GQ0400'OUT OF WASH AND FOLLOW MAIN TRAVELED ROAD 0.6 MILE TO TOP
 GQ0400'OF RIDGE AND STATION WHICH IS JUST TO RIGHT OF ROAD.
 GQ0400'THERE IS A G.L.O. SECTION CORNER ABOUT 50 FEET TO THE LEFT
 GQ0400'OF ROAD WHICH HAS A PILE OF ROCKS AROUND IT.
 GQ0400'
 GQ0400'THE AZIMUTH MARK IS ABOUT 0.4 MILE SE OF STATION AND JUST
 GQ0400'SOUTH OF TRACK ROAD.
 GQ0400
 GQ0400                          STATION RECOVERY (1952)
 GQ0400
 GQ0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0400'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN POSITION,
 GQ0400'BUT THEY ARE BADLY DETERIORATED AND WILL BE LOST IN A SHORT
 GQ0400'TIME IF THEY ARE NOT REMARKED.
 GQ0400'
 GQ0400'TO REACH FROM THE ST. GEORGE POST OFFICE, GO E ON A PAVED
 GQ0400'HIGHWAY FOR 0.7 MI. TO THE NE CORNER OF A CEMETERY, TURN
 GQ0400'RIGHT AND FOLLOW THE HIGHWAY S AND E FOR 2.1 MI. TO THE ROAD
 GQ0400'FORKS AT THE VIRGIN RIVER BRIDGE, TAKE THE RIGHT FORK AND GO
 GQ0400'S FOR 1.4 MI., TAKE THE RIGHT FORK AND GO S AND SW FOR 1.4
 GQ0400'MI., TAKE THE LEFT FORK AND GO S ALONG THE MAIN-TRAVELED
 GQ0400'ROAD FOR 3.8 MI. TO THE ARIZONA-UTAH STATE LINE, CONTINUE
 GQ0400'S FOR 0.3 MI., TAKE A VERY DIM FORK TO THE LEFT AND GO UP
 GQ0400'ALONG A WASH FOR 0.4 MI., CROSS THE WASH AND CONTINUE SE
 GQ0400'ON THE DIM TRACK ROAD UP THE RIDGE FOR 0.6 MI. TO THE END
 GQ0400'OF TRUCK TRAVEL AND STATION.
 GQ0400
 GQ0400                          STATION RECOVERY (1953)
 GQ0400
 GQ0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0400'STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 GQ0400'MARK NO. 2 WERE FOUND IN NEED OF REPAIR.  THE STATION MARK
 GQ0400'WAS REPAIRED BUT THE MARK WAS NOT DISTURBED.  REFERENCE MARK
 GQ0400'NO. 2 WAS REPAIRED AND THE MARK WAS RESET WITH A PLUMB BENCH.
 GQ0400'REFERENCE MARK NO. 1 WAS IN GOOD CONDITION.  A WITNESS POST
 GQ0400'WAS SET 12 FEET EAST OF THE STATION MARK.
 GQ0400'
 GQ0400'THE STATION WAS NOT OCCUPIED AT THIS TIME.  HORIZONTAL MEASUREMENTS
 GQ0400'WERE MADE TO THE REFERENCE MARKS WHICH CHECKED WITH THE
 GQ0400'1938 DISTANCES.
 GQ0400'
 GQ0400'A COMPARISON OF THE MILEAGES IN THE ROUTE TO THE STATION
 GQ0400'WAS NOT MADE.
 GQ0400
 GQ0400                          STATION RECOVERY (1960)
 GQ0400
 GQ0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0400'STATION RECOVERED AND THE STATION MARK, REFERENCE MARK NO.
 GQ0400'2, AND THE AZIMUTH MARK WERE FOUND IN A BAD STATE OF DETERIORATION,
 GQ0400'THE MONUMENTS APPEAR TO DECOMPOSED AND CRUMBLED AND ABOUT TO
 GQ0400'TOPPLE OVER.  THE G.L.O. SECTION CORNER MARK AND REFERENCE
 GQ0400'MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 GQ0400'
 GQ0400'THE 1938 DISTANCES WERE CHECKED, AND A PLUMB BENCH WAS PLACED
 GQ0400'OVER THE STATION MARK.  THE DECOMPOSED PART OF THE MONUMENT
 GQ0400'WAS REMOVED, AND A NEW MONUMENT WAS POURED EXTENDING ABOUT
 GQ0400'12-INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK
 GQ0400'NO. 2 AND THE AZIMUTH MARK WERE REINFORCED BY DIGGING AROUND
 GQ0400'THE MONUMENT ABOUT 12-INCHES BELOW THE SURFACE OF THE GROUND
 GQ0400'AND POURING NEW CONCRETE AROUND THE OLD MONUMENT.
 GQ0400'
 GQ0400'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 GQ0400'
 GQ0400'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1109 ***********************************************************************
 ES1109  DESIGNATION -  PIERCE
 ES1109  PID         -  ES1109
 ES1109  STATE/COUNTY-  AZ/NAVAJO
 ES1109  USGS QUAD   -  RED KNOLL (1970)
 ES1109
 ES1109                         *CURRENT SURVEY CONTROL
 ES1109  ___________________________________________________________________
 ES1109* NAD 83(1992)-  34 30 12.07387(N)    110 30 05.70527(W)     ADJUSTED  
 ES1109* NAVD 88     -      1940.4    (meters)    6366.     (feet)  VERTCON   
 ES1109  ___________________________________________________________________
 ES1109  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ES1109  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1109  HORZ ORDER  -  SECOND
 ES1109
 ES1109.The horizontal coordinates were established by classical geodetic methods
 ES1109.and adjusted by the National Geodetic Survey in August 1993.
 ES1109
 ES1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1109
 ES1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1109
 ES1109.The geoid height was determined by GEOID03.
 ES1109
 ES1109;                    North         East     Units Scale Factor Converg.
 ES1109;SPC AZ E     -   388,534.688   182,605.369   MT  0.99991165   -0 11 23.0
 ES1109;SPC AZ E     - 1,274,720.10    599,098.98   iFT  0.99991165   -0 11 23.0
 ES1109;UTM  12      - 3,818,081.878   545,754.509   MT  0.99962580   +0 16 56.4
 ES1109
 ES1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1109!SPC AZ E     -   0.99969925  x   0.99991165  =   0.99961093
 ES1109!UTM  12      -   0.99969925  x   0.99962580  =   0.99932516
 ES1109
 ES1109:                Primary Azimuth Mark                     Grid Az
 ES1109:SPC AZ E     -  PEMBERTON                                080 10 33.9
 ES1109:UTM  12      -  PEMBERTON                                079 42 14.5
 ES1109
 ES1109|---------------------------------------------------------------------|
 ES1109| PID    Reference Object                     Distance      Geod. Az  |
 ES1109|                                                           dddmmss.s |
 ES1109| ES0927 PEMBERTON                           APPROX. 5.8 KM 0795910.9 |
 ES1109| ES1159 PULP MILL WT                        APPROX.15.2 KM 0890410.2 |
 ES1109| CD2480 PIERCE AZ MK                                       1000924.9 |
 ES1109| CD2481 PIERCE RM 1                          14.581 METERS 16526     |
 ES1109| CD2482 PIERCE RM 2                          10.585 METERS 30038     |
 ES1109|---------------------------------------------------------------------|
 ES1109
 ES1109                          SUPERSEDED SURVEY CONTROL
 ES1109
 ES1109  NAD 83(1986)-  34 30 12.06576(N)    110 30 05.70893(W) AD(       ) 2
 ES1109  NAD 27      -  34 30 11.93880(N)    110 30 03.25930(W) AD(       ) 2
 ES1109  NGVD 29 (07/19/86) 1939.5    (m)         6363.     (f) VERT ANG    3  
 ES1109
 ES1109.Superseded values are not recommended for survey control.
 ES1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1109.See file dsdata.txt to determine how the superseded data were derived.
 ES1109
 ES1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4575518082(NAD 83)
 ES1109_MARKER: DS = TRIANGULATION STATION DISK
 ES1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1109+STABILITY: SURFACE MOTION
 ES1109
 ES1109  HISTORY     - Date     Condition        Report By
 ES1109  HISTORY     - 1958     MONUMENTED       CGS
 ES1109  HISTORY     - 1960     GOOD             USGS
 ES1109  HISTORY     - 1984     GOOD             AZDT
 ES1109
 ES1109                          STATION DESCRIPTION
 ES1109
 ES1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1109'THE STATION IS LOCATED 24 MILES AIRLINE WEST OF SNOWFLAKE AND
 ES1109'8 MILES NORTHEAST OF HEBER IN THE SITGREAVES NATIONAL FOREST.
 ES1109'IT IS ON A LOW FLAT TOPPED JUNIPTER COVERED RIDGE WHICH RUNS
 ES1109'IN A NORTH-SOUTH DIRECTION.  IT IS 7 FEET WEST OF A WHITE WITNESS
 ES1109'POST.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND
 ES1109'AND IS STAMPED PIERCE 1958.
 ES1109'
 ES1109'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 ES1109'SQUARE BLOCK OF CONCRETE.  THE MARK PROJECTS 5 INCHES ABOVE THE
 ES1109'SURFACE OF THE GROUND AND IS STAMPED PIERCE NO 1 1958.
 ES1109'
 ES1109'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 ES1109'A SQUARE BLOCK OF CONCRETE.  THE MARK PROJECTS 5 INCHES ABOVE
 ES1109'THE SURFACE OF THE GROUND AND IS STAMPED PIERCE NO 2 1958.
 ES1109'
 ES1109'THE AZIMUTH MARK IS 16 FEET WEST-SOUTHWEST OF A 10-INCH PINE
 ES1109'TREE WITH A TRIANGLE BLAZE ON ITS SIDE AND 3 FEET WEST OF A
 ES1109'2 X 4 WITNESS POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 ES1109'THE GROUND AND IS STAMPED PIERCE 1958.
 ES1109'
 ES1109'TO REACH THE STATION FROM THE POST OFFICE IN HEBER GO NORTH ON AN
 ES1109'OIL ROAD FOR 0.05 MILE TO A T-ROAD AND THE JUNCTION WITH STATE
 ES1109'HIGHWAY 160.  TURN RIGHT AND GO 1.6 MILES TO A FORK.  TAKE THE
 ES1109'LEFT FORK, NORTHEAST AND GO 3.6 MILES TO A CATTLE GUARD.
 ES1109'CONTINUE STRAIGHT AHEAD AND GO 1.75 MILES TO A TRACK ROAD LEFT
 ES1109'AND A SIGN (LONG DRAW TANK 4, NORTH BOUNDRY FENCE 10).  TURN
 ES1109'LEFT, NORTH ON THE TRACK ROAD AND GO 0.4 MILE TO A WIRE GATE.
 ES1109'GO THROUGH THE GATE PASSING TO THE LEFT OF AN EARTH DAM
 ES1109'FOR ABOUT 75 YARDS TO ANOTHER WIRE GATE.  PASS THROUGH THE
 ES1109'GATE AND CONTINUE STRAIGHT AHEAD, NORTH ON THE TRACK ROAD AND GO
 ES1109'3.6 MILES TO A DIM TRACK ROAD LEFT*.  TURN LEFT, WEST
 ES1109'FOLLOWING THE DIM TRACK ROAD UP THROUGH THE TREES FOR 0.3
 ES1109'MILE TO THE STATION ON THE TOP OF THE LOW RIDGE.
 ES1109'
 ES1109'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE TURN
 ES1109'RIGHT, EAST ACROSS COUNTRY AND GO 0.25 MILE TO THE AZIMUTH MARK
 ES1109'AS DESCRIBED.
 ES1109'
 ES1109'HEIGHT OF LIGHT ABOVE STATION MARK 4.59 METERS.
 ES1109
 ES1109                          STATION RECOVERY (1960)
 ES1109
 ES1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1109'RECOVERED IN GOOD CONDITION.
 ES1109
 ES1109                          STATION RECOVERY (1984)
 ES1109
 ES1109'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1109'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1958.
 ES1109'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW ROUTE TO
 ES1109'THE STATION FOLLOWS.
 ES1109'
 ES1109'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES1109'AND STATE ROUTE 260 TRAVEL EAST ALONG STATE ROUTE 260 FOR 2.0 MILES TO
 ES1109'TO THE JUNCTION WITH STATE ROUTE 277.  TURN LEFT ALONG SR 277 FOR 5.4
 ES1109'MILES TO A TRAIL ROAD ON THE LEFT AT MILE POST 311.1.  TURN LEFT ON
 ES1109'THE DIRT ROAD PASSING THROUGH A GATE FOR 3.2 MILES TO A EAST AND WEST
 ES1109'FENCE LINE AND A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE NORTH
 ES1109'FOR 0.5 MILE TO A DRAW AND DIM TRACKS ON THE LEFT.  TURN LEFT UP THE
 ES1109'DRAW FOR 0.4 MILE TO CREST OF HILL AND A CLEARED AREA.  THE STATION IS
 ES1109'JUST INSIDE THE WOODED AREA ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1359 ***********************************************************************
 FS1359  DESIGNATION -  PIERCE
 FS1359  PID         -  FS1359
 FS1359  STATE/COUNTY-  AZ/MOHAVE
 FS1359  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS1359
 FS1359                         *CURRENT SURVEY CONTROL
 FS1359  ___________________________________________________________________
 FS1359* NAD 83(1992)-  35 32 26.91101(N)    114 21 37.90459(W)     ADJUSTED  
 FS1359* NAVD 88     -       892.8    (meters)    2929.     (feet)  VERTCON   
 FS1359  ___________________________________________________________________
 FS1359  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 FS1359  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS1359  HORZ ORDER  -  SECOND
 FS1359
 FS1359.The horizontal coordinates were established by classical geodetic methods
 FS1359.and adjusted by the National Geodetic Survey in August 1993.
 FS1359
 FS1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1359
 FS1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1359
 FS1359.The geoid height was determined by GEOID03.
 FS1359
 FS1359;                    North         East     Units Scale Factor Converg.
 FS1359;SPC AZ W     -   503,756.764   157,998.450   MT  0.99997109   -0 21 17.6
 FS1359;SPC AZ W     - 1,652,745.29    518,367.62   iFT  0.99997109   -0 21 17.6
 FS1359;UTM  11      - 3,936,224.553   739,288.338   MT  1.00030566   +1 32 06.0
 FS1359
 FS1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1359!SPC AZ W     -   0.99986435  x   0.99997109  =   0.99983545
 FS1359!UTM  11      -   0.99986435  x   1.00030566  =   1.00016997
 FS1359
 FS1359|---------------------------------------------------------------------|
 FS1359| PID    Reference Object                     Distance      Geod. Az  |
 FS1359|                                                           dddmmss.s |
 FS1359| CS4815 PIERCE RM 1                          10.721 METERS 15128     |
 FS1359| FS1355 FERRY                               APPROX. 4.9 KM 3302858.7 |
 FS1359| CS4816 PIERCE RM 2                          10.560 METERS 33050     |
 FS1359|---------------------------------------------------------------------|
 FS1359
 FS1359                          SUPERSEDED SURVEY CONTROL
 FS1359
 FS1359  NAD 83(1986)-  35 32 26.90880(N)    114 21 37.89885(W) AD(       ) 2
 FS1359  NGVD 29 (11/23/90)  892.0    (m)         2927.     (f) VERT ANG    3  
 FS1359
 FS1359.Superseded values are not recommended for survey control.
 FS1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1359.See file dsdata.txt to determine how the superseded data were derived.
 FS1359
 FS1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3928836225(NAD 83)
 FS1359_MARKER: DS = TRIANGULATION STATION DISK
 FS1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1359+STABILITY: SURFACE MOTION
 FS1359
 FS1359  HISTORY     - Date     Condition        Report By
 FS1359  HISTORY     - 1981     MONUMENTED       AZDT
 FS1359
 FS1359                          STATION DESCRIPTION
 FS1359
 FS1359'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1359'THE STATION IS LOCATED 29 MILES NORTHWEST OF KINGMAN, 6 MILES
 FS1359'SOUTHWEST OF DOLAN SPRINGS AND ALONG THE WEST RIGHT OF WAY OF US
 FS1359'HIGHWAY 93.
 FS1359'
 FS1359'THE STATION MARK IS AN ADOT DISK STAMPED, PIERCE 1981.  IT IS SET IN
 FS1359'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 43 FEET SOUTHWEST OF THE
 FS1359'CENTERLINE OF US HIGHWAY 93 AND 7 FEET SOUTHWEST OF THE WITNESS POST.
 FS1359'
 FS1359'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, PIERCE RM 1 1981.  IT IS SET
 FS1359'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1359'
 FS1359'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, PIERCE RM 2 1981.  IT IS SET
 FS1359'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1359'
 FS1359'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1359'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT ALONG US
 FS1359'66 AND TRAVEL WEST FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1359'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 29.3 MILES TO DOLAN SPRINGS
 FS1359'MEADVIEW ROAD ON THE RIGHT, CONTINUE NORTH ALONG US 93 FOR 0.55 MILES
 FS1359'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1808 ***********************************************************************
 CZ1808  DESIGNATION -  PIETY
 CZ1808  PID         -  CZ1808
 CZ1808  STATE/COUNTY-  AZ/PIMA
 CZ1808  USGS QUAD   -  PIETY HILL (1981)
 CZ1808
 CZ1808                         *CURRENT SURVEY CONTROL
 CZ1808  ___________________________________________________________________
 CZ1808* NAD 83(1992)-  32 21 10.14965(N)    110 32 49.68526(W)     ADJUSTED  
 CZ1808* NAVD 88     -      1437.5    (meters)    4716.     (feet)  VERTCON   
 CZ1808  ___________________________________________________________________
 CZ1808  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CZ1808  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CZ1808  HORZ ORDER  -  FIRST
 CZ1808
 CZ1808.The horizontal coordinates were established by classical geodetic methods
 CZ1808.and adjusted by the National Geodetic Survey in August 1993.
 CZ1808
 CZ1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1808
 CZ1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1808
 CZ1808.The geoid height was determined by GEOID03.
 CZ1808
 CZ1808;                    North         East     Units Scale Factor Converg.
 CZ1808;SPC AZ C     -   150,811.737   342,265.757   MT  1.00010485   +0 43 58.7
 CZ1808;SPC AZ C     -   494,789.16  1,122,919.15   iFT  1.00010485   +0 43 58.7
 CZ1808;SPC AZ E     -   150,050.839   177,550.190   MT  0.99991581   -0 12 13.0
 CZ1808;SPC AZ E     -   492,292.78    582,513.75   iFT  0.99991581   -0 12 13.0
 CZ1808;UTM  12      - 3,579,634.263   542,611.119   MT  0.99962239   +0 14 32.4
 CZ1808
 CZ1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1808!SPC AZ C     -   0.99977873  x   1.00010485  =   0.99988356
 CZ1808!SPC AZ E     -   0.99977873  x   0.99991581  =   0.99969456
 CZ1808!UTM  12      -   0.99977873  x   0.99962239  =   0.99940120
 CZ1808
 CZ1808:                Primary Azimuth Mark                     Grid Az
 CZ1808:SPC AZ C     -  PIETY AZ MK                              140 40 38.2
 CZ1808:SPC AZ E     -  PIETY AZ MK                              141 36 49.9
 CZ1808:UTM  12      -  PIETY AZ MK                              141 10 04.5
 CZ1808
 CZ1808|---------------------------------------------------------------------|
 CZ1808| PID    Reference Object                     Distance      Geod. Az  |
 CZ1808|                                                           dddmmss.s |
 CZ1808| CC7985 PIETY AZ MK                                        1412436.9 |
 CZ1808| CC7986 PIETY RM 1                            5.246 METERS 19940     |
 CZ1808| CC7987 PIETY RM 2                            7.233 METERS 30917     |
 CZ1808|---------------------------------------------------------------------|
 CZ1808
 CZ1808                          SUPERSEDED SURVEY CONTROL
 CZ1808
 CZ1808  NAD 83(1986)-  32 21 10.14622(N)    110 32 49.68128(W) AD(       ) 1
 CZ1808  NAD 27      -  32 21 09.88500(N)    110 32 47.37400(W) AD(       ) 1
 CZ1808  NGVD 29 (07/19/86) 1436.7    (m)         4714.     (f) VERT ANG    3  
 CZ1808
 CZ1808.Superseded values are not recommended for survey control.
 CZ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1808.See file dsdata.txt to determine how the superseded data were derived.
 CZ1808
 CZ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA4261179634(NAD 83)
 CZ1808_MARKER: DD = SURVEY DISK
 CZ1808_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1808_SP_SET: PARTIALLY EXPOSED BEDROCK
 CZ1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1808+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 CZ1808
 CZ1808  HISTORY     - Date     Condition        Report By
 CZ1808  HISTORY     - 1947     MONUMENTED       USGS
 CZ1808  HISTORY     - 20060716 GOOD             GEOCAC
 CZ1808
 CZ1808                          STATION DESCRIPTION
 CZ1808
 CZ1808'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (DHK)
 CZ1808'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTHWEST OF
 CZ1808'REDINGTON AND ABOUT 1/4 MILE EAST OF THE CORONADO NATIONAL
 CZ1808'FOREST BOUNDARY ON A CONE SHAPED HILL KNOWN LOCALLY AS SIERRA
 CZ1808'PALONE.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 CZ1808'MARK, SET FLUSH IN BEDROCK ON THE HIGHEST POINT OF HILL.
 CZ1808'IT IS STAMPED, PIETY 1937.
 CZ1808'
 CZ1808'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1808'DISK, SET IN BEDROCK, PROJECTS 12 INCHES, IS 16 INCHES LOWER
 CZ1808'THAN THE STATION MARK AND IS STAMPED, 1.
 CZ1808'
 CZ1808'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1808'DISK, SET IN BEDROCK, PROJECTS 6 INCHES, IS 2 FEET LOWER
 CZ1808'THAN THE STATION MARK AND IS STAMPED, 2.
 CZ1808'
 CZ1808'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 8 INCHES, SET
 CZ1808'24 FEET NORTH OF A WIRE FENCE, 24 FEET SOUTH OF THE CENTER
 CZ1808'LINE OF A ROAD AND 3 FEET EAST OF A WHITE WITNESS POST.  IT
 CZ1808'IS STAMPED, PIETY 1947.
 CZ1808'
 CZ1808'TO REACH THE STATION FROM THE STORE IN REDINGTON.  CROSS
 CZ1808'WASH TO SOUTH, TURN RIGHT.  GO 0.3 MILE TO A ROAD RIGHT JUST
 CZ1808'AFTER CROSSING RIVER.  CONTINUE STRAIGHT AHEAD 6.2 MILES TO A ROAD
 CZ1808'LEFT AT SIGN, BAR L Y 7 MI.  CONTINUE STRAIGHT AHEAD 1.7 MILE TO
 CZ1808'SUMMIT AND END OF TRUCK TRAVEL.  THIS POINT IS 33.1 MILES
 CZ1808'FROM U.S. HIGHWAY 80 IN TUCSON VIA OF SPEEDWAY AND THE
 CZ1808'REDINGTON ROAD.  THE AZIMUTH MARK IS ALONG ROAD 0.1 MILE
 CZ1808'SOUTHWEST OF END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL
 CZ1808'FOLLOW CREST OF RIDGE NORTHERLY TO HIGHEST POINT AND
 CZ1808'STATION.  A 30 MINUTE PACK.
 CZ1808
 CZ1808                          STATION RECOVERY (2006)
 CZ1808
 CZ1808'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1808'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CZ1808'DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR. RM2 HAS MOVED, AND
 CZ1808'IS NO LONGER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5781 ***********************************************************************
 DH5781  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5781  DESIGNATION -  PIG
 DH5781  PID         -  DH5781
 DH5781  STATE/COUNTY-  AZ/COCHISE
 DH5781  USGS QUAD   -  PEARCE (1985)
 DH5781
 DH5781                         *CURRENT SURVEY CONTROL
 DH5781  ___________________________________________________________________
 DH5781* NAD 83(2007)-  31 56 56.77661(N)    109 47 48.27062(W)     ADJUSTED  
 DH5781* NAVD 88     -      1293.84   (meters)    4244.9    (feet)  GPS OBS   
 DH5781  ___________________________________________________________________
 DH5781  EPOCH DATE  -        2007.00
 DH5781  X           -  -1,835,033.314 (meters)                     COMP
 DH5781  Y           -  -5,097,910.676 (meters)                     COMP
 DH5781  Z           -   3,356,314.308 (meters)                     COMP
 DH5781  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DH5781  ELLIP HEIGHT-        1266.615 (meters)          (02/10/07) ADJUSTED
 DH5781  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH5781
 DH5781  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5781  Type    PID    Designation                      North   East  Ellip
 DH5781  -------------------------------------------------------------------
 DH5781  NETWORK DH5781 PIG                               0.80   0.65   2.31
 DH5781  -------------------------------------------------------------------
 DH5781
 DH5781.The horizontal coordinates were established by GPS observations
 DH5781.and adjusted by the National Geodetic Survey in February 2007.
 DH5781
 DH5781.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5781.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5781.The horizontal coordinates are valid at the epoch date displayed above.
 DH5781.The epoch date for horizontal control is a decimal equivalence
 DH5781.of Year/Month/Day.
 DH5781
 DH5781.The orthometric height was determined by GPS observations and a
 DH5781.high-resolution geoid model.
 DH5781.The orthometric height was determined by GPS observations and a
 DH5781.high-resolution geoid model using precise GPS observation and
 DH5781.processing techniques.
 DH5781
 DH5781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5781
 DH5781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5781
 DH5781.The ellipsoidal height was determined by GPS observations
 DH5781.and is referenced to NAD 83.
 DH5781
 DH5781.The geoid height was determined by GEOID03.
 DH5781
 DH5781;                    North         East     Units Scale Factor Converg.
 DH5781;SPC AZ E     -   105,283.723   248,331.265   MT  0.99991508   +0 11 44.7
 DH5781;SPC AZ E     -   345,419.04    814,735.12   iFT  0.99991508   +0 11 44.7
 DH5781;UTM  12      - 3,535,426.287   613,720.607   MT  0.99975949   +0 38 12.4
 DH5781
 DH5781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5781!SPC AZ E     -   0.99980116  x   0.99991508  =   0.99971625
 DH5781!UTM  12      -   0.99980116  x   0.99975949  =   0.99956070
 DH5781
 DH5781                          SUPERSEDED SURVEY CONTROL
 DH5781
 DH5781  NAD 83(1992)-  31 56 56.77627(N)    109 47 48.26968(W) AD(       ) B
 DH5781  ELLIP H (08/22/05) 1266.634  (m)                       GP(       ) 4 2
 DH5781
 DH5781.Superseded values are not recommended for survey control.
 DH5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5781.See file dsdata.txt to determine how the superseded data were derived.
 DH5781
 DH5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1372135426(NAD 83)
 DH5781_MARKER: DD = SURVEY DISK
 DH5781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5781_STAMPING: PIG 2004
 DH5781_MARK LOGO: AZ-003
 DH5781_PROJECTION: FLUSH
 DH5781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5781+STABILITY: SURFACE MOTION
 DH5781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5781+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5781
 DH5781  HISTORY     - Date     Condition        Report By
 DH5781  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5781
 DH5781                          STATION DESCRIPTION
 DH5781
 DH5781'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5781'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5781'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5781'5.92 MILES TO KANSAS SETTELMENT RD. HEAD SOUTH ON KANSAS SETTELMENT
 DH5781'RD. FOR 15.0 MILES TO BIRCH RD. GO WEST ON BIRCH RD. FOR 2.0 MILES TO
 DH5781'ATIYA DR., TURN LT. AND HEAD SOUTH FOR APPROXIMATELY 2.0 MILES PAST A
 DH5781'HOUSE TO THE STATION. THE STATION IS LOCATED APPROXIMATELY 12 FEET
 DH5781'WEST AND 10 FEET NORTH OF A 10 FOOT HIGH FENCE INTERSECTION.
 DH5781' 
 DH5781'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5781'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5781'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0586 ***********************************************************************
 ET0586  HT_MOD      -  This is a Height Modernization Survey Station.
 ET0586  FBN         -  This is a Federal Base Network Control Station.
 ET0586  DESIGNATION -  PIKE
 ET0586  PID         -  ET0586
 ET0586  STATE/COUNTY-  AZ/YAVAPAI
 ET0586  USGS QUAD   -  BAGDAD (1986)
 ET0586
 ET0586                         *CURRENT SURVEY CONTROL
 ET0586  ___________________________________________________________________
 ET0586* NAD 83(2007)-  34 31 01.66307(N)    113 08 44.84769(W)     ADJUSTED  
 ET0586* NAVD 88     -       967.29   (meters)    3173.5    (feet)  GPS OBS   
 ET0586  ___________________________________________________________________
 ET0586  EPOCH DATE  -        2007.00
 ET0586  X           -  -2,068,243.414 (meters)                     COMP
 ET0586  Y           -  -4,838,210.480 (meters)                     COMP
 ET0586  Z           -   3,594,389.651 (meters)                     COMP
 ET0586  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 ET0586  ELLIP HEIGHT-         938.747 (meters)          (02/10/07) ADJUSTED
 ET0586  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ET0586
 ET0586  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0586  Type    PID    Designation                      North   East  Ellip
 ET0586  -------------------------------------------------------------------
 ET0586  NETWORK ET0586 PIKE                              0.25   0.24   0.57
 ET0586  -------------------------------------------------------------------
 ET0586
 ET0586.The horizontal coordinates were established by GPS observations
 ET0586.and adjusted by the National Geodetic Survey in February 2007.
 ET0586
 ET0586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0586.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0586.The horizontal coordinates are valid at the epoch date displayed above.
 ET0586.The epoch date for horizontal control is a decimal equivalence
 ET0586.of Year/Month/Day.
 ET0586
 ET0586.The orthometric height was determined by GPS observations and a
 ET0586.high-resolution geoid model.
 ET0586.The orthometric height was determined by GPS observations and a
 ET0586.high-resolution geoid model using precise GPS observation and
 ET0586.processing techniques. It supersedes the leveled height previously
 ET0586.determined for this station.
 ET0586
 ET0586.Photographs are available for this station.
 ET0586
 ET0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0586
 ET0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0586
 ET0586.The ellipsoidal height was determined by GPS observations
 ET0586.and is referenced to NAD 83.
 ET0586
 ET0586.The geoid height was determined by GEOID03.
 ET0586
 ET0586;                    North         East     Units Scale Factor Converg.
 ET0586;SPC AZ C     -   390,697.649   100,508.497   MT  1.00005693   -0 41 47.6
 ET0586;SPC AZ C     - 1,281,816.43    329,752.29   iFT  1.00005693   -0 41 47.6
 ET0586;UTM  12      - 3,821,587.170   303,033.107   MT  1.00007822   -1 12 58.7
 ET0586
 ET0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0586!SPC AZ C     -   0.99985266  x   1.00005693  =   0.99990958
 ET0586!UTM  12      -   0.99985266  x   1.00007822  =   0.99993087
 ET0586
 ET0586:                Primary Azimuth Mark                     Grid Az
 ET0586:SPC AZ C     -  PIKE AZ MK                               014 49 38.4
 ET0586:UTM  12      -  PIKE AZ MK                               015 20 49.5
 ET0586
 ET0586|---------------------------------------------------------------------|
 ET0586| PID    Reference Object                     Distance      Geod. Az  |
 ET0586|                                                           dddmmss.s |
 ET0586| CH3921 PIKE AZ MK                                         0140750.8 |
 ET0586| ET1018 T14N R9 8W SECS 25 30 31 36          94.180 METERS 04037     |
 ET0586| ET0587 PIKE RM 1                            16.846 METERS 13014     |
 ET0586| ET0588 PIKE RM 2                             5.575 METERS 23818     |
 ET0586|---------------------------------------------------------------------|
 ET0586
 ET0586                          SUPERSEDED SURVEY CONTROL
 ET0586
 ET0586  ELLIP H (09/30/99)  938.738  (m)                       GP(       ) 3 1
 ET0586  NAD 83(1992)-  34 31 01.66239(N)    113 08 44.85447(W) AD(       ) B
 ET0586  NAD 83(1992)-  34 31 01.66243(N)    113 08 44.84742(W) AD(       ) A
 ET0586  ELLIP H (09/30/92)  938.826  (m)                       GP(       ) 2 1
 ET0586  NAD 83(1986)-  34 31 01.66239(N)    113 08 44.85447(W) AD(       ) 2
 ET0586  NAD 27      -  34 31 01.59201(N)    113 08 42.16088(W) AD(       ) 2
 ET0586  NAVD 88 (11/17/05)  967.189  (m)         3173.19   (f) POSTED      3  
 ET0586  NGVD 29 (??/??/92)  966.458  (m)         3170.79   (f) ADJ UNCH    1 2
 ET0586
 ET0586.Superseded values are not recommended for survey control.
 ET0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0586.See file dsdata.txt to determine how the superseded data were derived.
 ET0586
 ET0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0303321587(NAD 83)
 ET0586_MARKER: DS = TRIANGULATION STATION DISK
 ET0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0586_SP_SET: CONCRETE POST
 ET0586_STAMPING: PIKE 1944
 ET0586_MARK LOGO: CGS   
 ET0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0586+STABILITY: POSITION/ELEVATION WELL
 ET0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0586+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 ET0586
 ET0586  HISTORY     - Date     Condition        Report By
 ET0586  HISTORY     - 1944     MONUMENTED       CGS
 ET0586  HISTORY     - 1950     GOOD             NGS
 ET0586  HISTORY     - 1955     GOOD             CGS
 ET0586  HISTORY     - 1955     GOOD             NGS
 ET0586  HISTORY     - 1967     GOOD             CGS
 ET0586  HISTORY     - 1980     GOOD             AZDT
 ET0586  HISTORY     - 19920203 GOOD             NGS
 ET0586  HISTORY     - 19980916 POOR             AZ-013
 ET0586  HISTORY     - 19981112 GOOD             NGS
 ET0586  HISTORY     - 20030225 SEE DESCRIPTION  NGS
 ET0586
 ET0586                          STATION DESCRIPTION
 ET0586
 ET0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0586'STATION IS ABOUT 39 MILES (AIR LINE) DUE W OF PRESCOTT, ABOUT 30
 ET0586'MILES (AIR LINE) ESE OF WIKIEUP, ABOUT 3-1/2 MILES (AIR LINE)
 ET0586'W OF PIKES SERVICE STATION, AND JUST SW OF A GENERAL LAND OFFICE
 ET0586'PIPE (CORNER OF SECS. 30, 31, 25, AND 36, RS. 8 AND 9 W., T. 14
 ET0586'N).  IT IS LOCATED ON A SMALL RISE, IN ROUGH BARREN COUNTRY WITH
 ET0586'DESERT VEGETATION JUST S OF THE HILLSIDE-WIKIEUP ROAD.
 ET0586'
 ET0586'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0586'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED PIKE
 ET0586'1944.  IT IS 196 FEET SE OF GRADED ROAD AND 11.5 FEET NW OF
 ET0586'A 4-BY 4-INCH WHITE WITNESS POST.  UNDERGROUND MARK IS A BRONZE
 ET0586'DISK SET IN CONCRETE.
 ET0586'
 ET0586'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET0586'IN A BOULDER PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 ET0586'STAMPED PIKE NO 1 1944.
 ET0586'
 ET0586'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET0586'IN A BOULDER PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  IT
 ET0586'IS STAMPED PIKE NO 2 1944.
 ET0586'
 ET0586'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 ET0586'LARGE BOULDER PROJECTING ABOUT 4-1/2 FEET ABOVE THE GROUND AND
 ET0586'IS STAMPED PIKE 1944.  IT IS LOCATED ON THE S SIDE OF A GRANITE
 ET0586'PEAK AND 4-1/2 FEET S OF A SMALL ROCK CAIRN.
 ET0586'
 ET0586'TO REACH STATION FROM THE POST OFFICE IN HILLSIDE, GO N ON
 ET0586'GRADED GRAVEL ROAD FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK
 ET0586'AND FOLLOW MAIN GRAVEL ROAD FOR 11 MILES TO A CROSS ROAD ABOUT
 ET0586'1/2 MILE BEFORE REACHING THE LARGE CEMENT BRIDGE ACROSS THE
 ET0586'SANTA MARIA RIVER.  CONTINUE STRAIGHT AHEAD, ACROSS THE BRIDGE,
 ET0586'FOR 7 MILES TO A ROAD LEFT AS PER SIGN KINGMAN.  (THIS IS 3.2
 ET0586'MILES PAST PIKES SERVICE STATION.) AT THIS POINT TURN LEFT AND
 ET0586'GO 0.5 MILE, THENCE RIGHT FORK FOR 0.8 MILE TO THE STATION TO
 ET0586'THE LEFT OF THE ROAD.
 ET0586'
 ET0586'TO REACH AZIMUTH MARK FROM SIGN KINGMAN, KEEP RIGHT FOR 0.7 MILE
 ET0586'TO A SMALL CONCRETE BRIDGE.  FROM HERE PACK S FOR 1/2 MILE TO THE
 ET0586'TOP OF GRANITE PEAK.  AZIMUTH MARK IS ABOUT 150 FEET S OF THE
 ET0586'HIGHEST POINT AND ABOUT 25 FEET LOWER.
 ET0586'
 ET0586'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET0586
 ET0586                          STATION RECOVERY (1950)
 ET0586
 ET0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ET0586'8.2 MI SE FROM BAGDAD.
 ET0586'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0586'AT BAGDAD, THENCE 1.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.15
 ET0586'MILE SOUTHWEST OF THE CROSSING OF A DRY WASH, ON A LONG FLAT TOPPED
 ET0586'BRUSHY RIDGE, 196 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 11.4
 ET0586'FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 ET0586'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 ET0586'GROUND.
 ET0586
 ET0586                          STATION RECOVERY (1955)
 ET0586
 ET0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0586'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 ET0586'
 ET0586'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ET0586
 ET0586                          STATION RECOVERY (1955)
 ET0586
 ET0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0586'RECOVERED IN GOOD CONDITION.
 ET0586
 ET0586                          STATION RECOVERY (1967)
 ET0586
 ET0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ET0586'TO REACH THE STATION FROM THE GENERAL STORE IN HILLSIDE GO NORTH
 ET0586'FOR 0.8 MILES TO HIGHWAY 96.  TURN LEFT TOWARD BAGDAD AND GO WEST
 ET0586'FOR 10.9 MILES TO A CONCRETE BRIDGE OVER THE SANTA MARIA RIVER.
 ET0586'CONTINUE ON THE HIGHWAY FOR 6.6 MILES TO A JUNCTION WITH STATE
 ET0586'HIGHWAY 97.  HERE TURN LEFT (SOUTH) AND FOLLOW THE GRADED ROAD
 ET0586'FOR 1.2 MILES TO A SLIGHT RISE AND THE STATION ON THE LEFT
 ET0586'ABOUT 150 FEET OFF THE ROAD.
 ET0586'
 ET0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 ET0586'ABOUT 39 MILES DUE WEST OF PRESCOTT.
 ET0586
 ET0586                          STATION RECOVERY (1980)
 ET0586
 ET0586'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0586'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 ET0586'1944.  NO NOTES WERE MADE CONCERNING THE AZIMUTH MARK.  THE ROUTE TO
 ET0586'THE STATION REMAINS UNCHANGED.
 ET0586
 ET0586                          STATION RECOVERY (1992)
 ET0586
 ET0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ET0586'THE STATION IS LOCATED ABOUT 70 KM (43.5 MI) NORTHWEST OF WICKENBURG,
 ET0586'67 KM (41.6 MI) WEST OF PRESCOTT, 10 KM (6.2 MI) SOUTH OF BAGDAD,
 ET0586'ALONG STATE HIGHWAY 97, ON A FLAT, SPARSELY-COVERED RIDGE, AT THE
 ET0586'NORTHEAST END OF A SHALLOW CURVE.  OWNERSHIP--UNKNOWN.
 ET0586'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 96 AND 97,
 ET0586'SOUTHEAST OF BAGDAD, GO SOUTHWEST ON HIGHWAY 97 FOR 1.58 KM
 ET0586'(0.98 MI) TO A GRADED ROAD RIGHT WITH CATTLE GUARD AT TOP OF GRADE.
 ET0586'CONTINUE AHEAD FOR 0.30 KM (0.19 MI) TO TOP OF SLIGHT RISE AND
 ET0586'STATION ON THE LEFT ACROSS RIGHT-OF-WAY FENCE.  (THIS POINT IS ABOUT
 ET0586'16 KM (9.9 MI) ALONG HIGHWAY 97 FROM ITS JUNCTION WITH U.S. HIGHWAY
 ET0586'93).
 ET0586'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 ET0586'PROJECTING 20 CM ABOVE GROUND.  LOCATED 57.4 M (188.3 FT) SOUTHEAST
 ET0586'OF AND LEVEL WITH THE HIGHWAY CENTER, 42.5 M (139.4 FT) SOUTHEAST OF
 ET0586'THE RIGHT-OF-WAY FENCE, 15.2 M (49.9 FT) NORTHWEST OF A 1.0 M
 ET0586'(3.3 FT) X 1.5 M (4.9 FT) X 0.3 M (1.0 FT) HIGH DARK BOULDER
 ET0586'CONTAINING REFERENCE MARK 1 AND 2.5 M (8.2 FT) WEST OF AN ADOT METAL
 ET0586'WITNESS POST.
 ET0586
 ET0586                          STATION RECOVERY (1998)
 ET0586
 ET0586'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 ET0586'RECOVERED AS DESCRIBED.
 ET0586
 ET0586                          STATION RECOVERY (1998)
 ET0586
 ET0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ET0586'RECOVERED AS DESCRIBED.
 ET0586
 ET0586                          STATION RECOVERY (2003)
 ET0586
 ET0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 ET0586'RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE FOLLOWING.
 ET0586' 
 ET0586'STATION MARK IS 196 FT SOUTHEAST OF THE PAVEMENT EDGE, APPROXIMATELY
 ET0586'150
 ET0586'FT NORTH OF THE RIGHT OF WAY FENCE, AND 11.5 FT NW OF A 4 BY 4 INCH
 ET0586'WHITE
 ET0586'WITNESS POST.
 ET0586'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0587 ***********************************************************************
 ET0587  DESIGNATION -  PIKE RM 1
 ET0587  PID         -  ET0587
 ET0587  STATE/COUNTY-  AZ/YAVAPAI
 ET0587  USGS QUAD   -  BAGDAD (1986)
 ET0587
 ET0587                         *CURRENT SURVEY CONTROL
 ET0587  ___________________________________________________________________
 ET0587* NAD 83(1986)-  34 31 01.     (N)    113 08 45.     (W)     SCALED    
 ET0587* NAVD 88     -       966.592  (meters)    3171.23   (feet)  POSTED    
 ET0587  ___________________________________________________________________
 ET0587  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ET0587  DYNAMIC HT  -         965.410 (meters)    3167.35  (feet)  COMP
 ET0587  MODELED GRAV-     979,379.1   (mgal)                       NAVD 88
 ET0587
 ET0587  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0587
 ET0587.The horizontal coordinates were scaled from a topographic map and have
 ET0587.an estimated accuracy of +/- 6 seconds.
 ET0587
 ET0587.The orthometric height was determined by differential leveling
 ET0587.and adjusted in November 2005.
 ET0587.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0587.rate of 1.1 thru 2.0 mm/km.
 ET0587
 ET0587.The geoid height was determined by GEOID03.
 ET0587
 ET0587.The dynamic height is computed by dividing the NAVD 88
 ET0587.geopotential number by the normal gravity value computed on the
 ET0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0587.degrees latitude (g = 980.6199 gals.).
 ET0587
 ET0587.The modeled gravity was interpolated from observed gravity values.
 ET0587
 ET0587;                    North         East    Units  Estimated Accuracy
 ET0587;SPC AZ C     -   390,680.      100,500.      MT  (+/- 180 meters Scaled)
 ET0587
 ET0587                          SUPERSEDED SURVEY CONTROL
 ET0587
 ET0587  NGVD 29 (??/??/92)  965.861  (m)         3168.83   (f) ADJ UNCH    1 2
 ET0587
 ET0587.Superseded values are not recommended for survey control.
 ET0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0587.See file dsdata.txt to determine how the superseded data were derived.
 ET0587
 ET0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD030215(NAD 83)
 ET0587_MARKER: DR = REFERENCE MARK DISK
 ET0587_SETTING: 80 = SET IN A BOULDER
 ET0587_SP_SET: BOULDER
 ET0587_STAMPING: PIKE NO 1 1944
 ET0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0587+STABILITY: SURFACE MOTION
 ET0587
 ET0587  HISTORY     - Date     Condition        Report By
 ET0587  HISTORY     - 1944     MONUMENTED       CGS
 ET0587  HISTORY     - 1950     GOOD             NGS
 ET0587  HISTORY     - 1955     GOOD             NGS
 ET0587
 ET0587                          STATION DESCRIPTION
 ET0587
 ET0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0587'8.2 MI SE FROM BAGDAD.
 ET0587'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0587'AT BAGDAD, THENCE 1.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 250
 ET0587'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 55.3 FEET SOUTHEAST OF
 ET0587'TRIANGULATION STATION PIKE, 43.9 FEET SOUTHEAST OF A WITNESS POST, 9
 ET0587'FEET SOUTH OF THE SOUTH EDGE OF A PATCH OF SPANISH DAGGERS, IN THE TOP
 ET0587'OF A BOULDER, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 ET0587
 ET0587                          STATION RECOVERY (1955)
 ET0587
 ET0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0588 ***********************************************************************
 ET0588  DESIGNATION -  PIKE RM 2
 ET0588  PID         -  ET0588
 ET0588  STATE/COUNTY-  AZ/YAVAPAI
 ET0588  USGS QUAD   -  BAGDAD (1986)
 ET0588
 ET0588                         *CURRENT SURVEY CONTROL
 ET0588  ___________________________________________________________________
 ET0588* NAD 83(1986)-  34 31 01.     (N)    113 08 45.     (W)     SCALED    
 ET0588* NAVD 88     -       967.014  (meters)    3172.61   (feet)  POSTED    
 ET0588  ___________________________________________________________________
 ET0588  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ET0588  DYNAMIC HT  -         965.830 (meters)    3168.73  (feet)  COMP
 ET0588  MODELED GRAV-     979,379.1   (mgal)                       NAVD 88
 ET0588
 ET0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0588
 ET0588.The horizontal coordinates were scaled from a topographic map and have
 ET0588.an estimated accuracy of +/- 6 seconds.
 ET0588
 ET0588.The orthometric height was determined by differential leveling
 ET0588.and adjusted in November 2005.
 ET0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0588.rate of 0.0 thru 1.0 mm/km.
 ET0588
 ET0588.The geoid height was determined by GEOID03.
 ET0588
 ET0588.The dynamic height is computed by dividing the NAVD 88
 ET0588.geopotential number by the normal gravity value computed on the
 ET0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0588.degrees latitude (g = 980.6199 gals.).
 ET0588
 ET0588.The modeled gravity was interpolated from observed gravity values.
 ET0588
 ET0588;                    North         East    Units  Estimated Accuracy
 ET0588;SPC AZ C     -   390,680.      100,500.      MT  (+/- 180 meters Scaled)
 ET0588
 ET0588                          SUPERSEDED SURVEY CONTROL
 ET0588
 ET0588  NGVD 29 (??/??/92)  966.283  (m)         3170.21   (f) ADJ UNCH    1 2
 ET0588
 ET0588.Superseded values are not recommended for survey control.
 ET0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0588.See file dsdata.txt to determine how the superseded data were derived.
 ET0588
 ET0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD030215(NAD 83)
 ET0588_MARKER: DR = REFERENCE MARK DISK
 ET0588_SETTING: 66 = SET IN ROCK OUTCROP
 ET0588_SP_SET: SMALL ROCK
 ET0588_STAMPING: PIKE NO 2 1944
 ET0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0588+STABILITY: POSITION/ELEVATION WELL
 ET0588
 ET0588  HISTORY     - Date     Condition        Report By
 ET0588  HISTORY     - 1944     MONUMENTED       CGS
 ET0588  HISTORY     - 1950     GOOD             NGS
 ET0588  HISTORY     - 1955     GOOD             NGS
 ET0588
 ET0588                          STATION DESCRIPTION
 ET0588
 ET0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0588'8.2 MI SE FROM BAGDAD.
 ET0588'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0588'AT BAGDAD, THENCE 1.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.15
 ET0588'MILE SOUTHWEST OF THE CROSSING OF A DRY WASH, ON A LONG FLAT TOPPED
 ET0588'BRUSHY RIDGE, 195 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 20
 ET0588'FEET NORTHEAST OF A 3-INCH MESQUITE TREE, 18.3 FEET SOUTHWEST OF
 ET0588'TRIANGULATION STATION PIKE, 19.9 FEET WEST OF A WITNESS POST, IN THE
 ET0588'TOP OF A SMALL FLUSH WITH THE GROUND, AND ABOUT 3 FEET LOWER THAN THE
 ET0588'ROAD.
 ET0588
 ET0588                          STATION RECOVERY (1955)
 ET0588
 ET0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2114 ***********************************************************************
 DV2114  DESIGNATION -  PILE
 DV2114  PID         -  DV2114
 DV2114  STATE/COUNTY-  AZ/MARICOPA
 DV2114  USGS QUAD   -  MOBILE (1978)
 DV2114
 DV2114                         *CURRENT SURVEY CONTROL
 DV2114  ___________________________________________________________________
 DV2114* NAD 83(1992)-  33 06 19.44473(N)    112 20 15.39734(W)     ADJUSTED  
 DV2114* NAVD 88     -       387.53   (+/-2cm)    1271.4    (feet)  VERTCON   
 DV2114  ___________________________________________________________________
 DV2114  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DV2114  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DV2114  HORZ ORDER  -  THIRD
 DV2114  VERT ORDER  -  THIRD ? (See Below)
 DV2114
 DV2114.The horizontal coordinates were established by classical geodetic methods
 DV2114.and adjusted by the National Geodetic Survey in August 1993.
 DV2114
 DV2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2114.The vertical order pertains to the NGVD 29 superseded value.
 DV2114
 DV2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2114
 DV2114.The geoid height was determined by GEOID03.
 DV2114
 DV2114;                    North         East     Units Scale Factor Converg.
 DV2114;SPC AZ C     -   233,518.774   174,072.084   MT  0.99991903   -0 13 47.7
 DV2114;SPC AZ C     -   766,137.71    571,102.64   iFT  0.99991903   -0 13 47.7
 DV2114;UTM  12      - 3,663,767.654   375,190.186   MT  0.99979206   -0 43 50.4
 DV2114
 DV2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2114!SPC AZ C     -   0.99994397  x   0.99991903  =   0.99986300
 DV2114!UTM  12      -   0.99994397  x   0.99979206  =   0.99973604
 DV2114
 DV2114:                Primary Azimuth Mark                     Grid Az
 DV2114:SPC AZ C     -  PILE AZ MK                               122 18 14.9
 DV2114:UTM  12      -  PILE AZ MK                               122 48 17.6
 DV2114
 DV2114|---------------------------------------------------------------------|
 DV2114| PID    Reference Object                     Distance      Geod. Az  |
 DV2114|                                                           dddmmss.s |
 DV2114| CH6102 PILE AZ MK                                         1220427.2 |
 DV2114| CH6103 PILE RM 1                             4.178 METERS 20332     |
 DV2114| CH6104 PILE RM 2                            11.872 METERS 31304     |
 DV2114|---------------------------------------------------------------------|
 DV2114
 DV2114                          SUPERSEDED SURVEY CONTROL
 DV2114
 DV2114  NAD 83(1986)-  33 06 19.43522(N)    112 20 15.39862(W) AD(       ) 3
 DV2114  NAD 27      -  33 06 19.26879(N)    112 20 12.84625(W) AD(       ) 3
 DV2114  NGVD 29 (07/19/86)  386.92   (m)         1269.4    (f) LEVELING    3  
 DV2114
 DV2114.Superseded values are not recommended for survey control.
 DV2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2114.See file dsdata.txt to determine how the superseded data were derived.
 DV2114
 DV2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7519063768(NAD 83)
 DV2114_MARKER: DS = TRIANGULATION STATION DISK
 DV2114_SETTING: 80 = SET IN A BOULDER
 DV2114_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2114
 DV2114  HISTORY     - Date     Condition        Report By
 DV2114  HISTORY     - 1936     MONUMENTED       CGS
 DV2114  HISTORY     - 1968     GOOD             AMS
 DV2114  HISTORY     - 19890816 GOOD             LOCSUR
 DV2114
 DV2114                          STATION DESCRIPTION
 DV2114
 DV2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2114'ABOUT 5 MILES NORTHWEST OF THE VILLAGE OF MOBILE, 39 MILES
 DV2114'NORTHWEST OF CASA GRANDE, ON A LOW PILE OF LOOSE ROCKS AT THE
 DV2114'NORTH END OF THE FIRST RANGE OF MOUNTAINS NORTHWEST OF MOBILE, IN
 DV2114'THE BRUSH-COVERED FLATS, ON THE NORTH END OF THE PILE OF ROCKS, IN
 DV2114'A ROCK THAT PROJECTS ABOUT 6 FEET ABOVE THE GROUND.  MARKED
 DV2114'BY A STANDARD BRONZE DISK.  REFERENCE
 DV2114'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 4.178
 DV2114'METERS (13.71 FEET), FROM STATION S 23 DEG 32 MIN W.
 DV2114'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV2114'DISK, IS IN A BOULDER PROJECTING 2.5 FEET ABOVE
 DV2114'THE GROUND AND 11.87I METERS (38.95 FEET) FROM STATION
 DV2114'N 46 DEG 56 MIN W.  THE AZIMUTH MARK, A STANDARD
 DV2114'BRONZE DISK, AT THE BASE OF THE MOUNTAIN, ABOUT
 DV2114'100 YARD SOUTH OF THE TRACK ROAD GOING TO THE STATION, IN A
 DV2114'ROCK PROJECTING ABOUT 2 FEET AND SET FLUSH, IS 0.25 MILE
 DV2114'FROM STATION S 57 DEG 56 MIN E.
 DV2114
 DV2114                          STATION RECOVERY (1968)
 DV2114
 DV2114'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HKB)
 DV2114'STATION WAS RECOVERED AS DESCRIBED R.M. NO. 2 WAS RECOVERED
 DV2114'IN GOOD CONDITION.  R.M. NO. 1 IS ASSUMED DESTROYED.
 DV2114'
 DV2114'DESCRIPTION IS ADEQUATE.
 DV2114'
 DV2114'LISTED DIST R.M. NO. 1 = 4.178 METERS
 DV2114'
 DV2114'R.M. NO. 2 = 11.872 METERS
 DV2114'
 DV2114'CHECK DIST TO DRILL HOLE IN ROCK R.M. NO. 1 = 4.147 METERS HOR.
 DV2114'
 DV2114'CHECK DIST = R.M. NO. 2 = 11.872 METERS HOR.
 DV2114
 DV2114                          STATION RECOVERY (1989)
 DV2114
 DV2114'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DM)
 DV2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0910 ***********************************************************************
 DU0910  DESIGNATION -  PIMA
 DU0910  PID         -  DU0910
 DU0910  STATE/COUNTY-  AZ/MARICOPA
 DU0910  USGS QUAD   -  TEMPE (1982)
 DU0910
 DU0910                         *CURRENT SURVEY CONTROL
 DU0910  ___________________________________________________________________
 DU0910* NAD 83(1992)-  33 27 46.93078(N)    111 53 31.13021(W)     ADJUSTED  
 DU0910* NAVD 88     -       370.30   (+/-2cm)    1214.9    (feet)  VERTCON   
 DU0910  ___________________________________________________________________
 DU0910  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DU0910  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0910  HORZ ORDER  -  SECOND
 DU0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0910
 DU0910.The horizontal coordinates were established by classical geodetic methods
 DU0910.and adjusted by the National Geodetic Survey in August 1993.
 DU0910
 DU0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0910.The vertical order pertains to the NGVD 29 superseded value.
 DU0910
 DU0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0910
 DU0910.The geoid height was determined by GEOID03.
 DU0910
 DU0910;                    North         East     Units Scale Factor Converg.
 DU0910;SPC AZ C     -   273,101.384   215,654.636   MT  0.99990006   +0 00 49.0
 DU0910;SPC AZ C     -   896,001.92    707,528.33   iFT  0.99990006   +0 00 49.0
 DU0910;UTM  12      - 3,702,976.888   417,111.527   MT  0.99968470   -0 29 30.7
 DU0910
 DU0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0910!SPC AZ C     -   0.99994653  x   0.99990006  =   0.99984660
 DU0910!UTM  12      -   0.99994653  x   0.99968470  =   0.99963125
 DU0910
 DU0910:                Primary Azimuth Mark                     Grid Az
 DU0910:SPC AZ C     -  PIMA AZ MK                               004 02 39.3
 DU0910:UTM  12      -  PIMA AZ MK                               004 32 59.0
 DU0910
 DU0910|---------------------------------------------------------------------|
 DU0910| PID    Reference Object                     Distance      Geod. Az  |
 DU0910|                                                           dddmmss.s |
 DU0910| DU0908 PIMA AZ MK                                         0040328.3 |
 DU0910| DU2149 MESA MUNICIPAL TANK 2               APPROX. 7.3 KM 1290536.0 |
 DU0910| DU2150 MESA MUNICIPAL TANK 1               APPROX. 7.4 KM 1292539.5 |
 DU0910| DU2152 MESA MUNICIPAL TANK 3               APPROX. 9.5 KM 1305125.8 |
 DU0910| DU0911 PIMA RM 2                            11.137 METERS 18216     |
 DU0910| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 1.1 KM 2703209.6 |
 DU0910| DU0909 PIMA RM 1                            12.014 METERS 35816     |
 DU0910|---------------------------------------------------------------------|
 DU0910
 DU0910                          SUPERSEDED SURVEY CONTROL
 DU0910
 DU0910  NAD 83(1986)-  33 27 46.92519(N)    111 53 31.13421(W) AD(       ) 2
 DU0910  NAD 27      -  33 27 46.76480(N)    111 53 28.61100(W) AD(       ) 2
 DU0910  NGVD 29 (??/??/92)  369.711  (m)         1212.96   (f) ADJ UNCH    2 0
 DU0910
 DU0910.Superseded values are not recommended for survey control.
 DU0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0910.See file dsdata.txt to determine how the superseded data were derived.
 DU0910
 DU0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1711202977(NAD 83)
 DU0910_MARKER: DE = TRAVERSE STATION DISK
 DU0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0910_STAMPING: PIMA 1963
 DU0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0910+STABILITY: SURFACE MOTION
 DU0910
 DU0910  HISTORY     - Date     Condition        Report By
 DU0910  HISTORY     - 1963     MONUMENTED       CGS
 DU0910  HISTORY     - 1963     GOOD             CGS
 DU0910  HISTORY     - 1970     GOOD             NGS
 DU0910  HISTORY     - 1970     GOOD             NGS
 DU0910  HISTORY     - 19951101 MARK NOT FOUND   USPSQD
 DU0910  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0910
 DU0910                          STATION DESCRIPTION
 DU0910
 DU0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0910'THE STATION IS LOCATED ALONG THE WEST SIDE OF A GRAVELED
 DU0910'ROAD, 0.2 MILE SOUTH OF EAST MC DOWELL ROAD, 3.2 MILES
 DU0910'SOUTHEAST OF SCOTTSDALE, 3.5 MILES NORTHEAST OF TEMPE AND ON
 DU0910'ROAD RIGHT-OF-WAY.
 DU0910'
 DU0910'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE ROAD
 DU0910'AND EAST MC DOWELL ROAD, GO EAST ON EAST MC DOWELL ROAD FOR
 DU0910'2.0 MILES TO A GRAVELED CROSSROADS AND THE AZIMUTH MARK IS
 DU0910'LOCATED ON THE LEFT, TURN RIGHT AND GO SOUTH ON THE GRAVELED
 DU0910'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DU0910'
 DU0910'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED PIMA 1963,
 DU0910'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1
 DU0910'INCH ABOVE THE GROUND SURFACE.  IT IS 3.2 FEET EAST OF A
 DU0910'NORTH AND SOUTH FENCE LINE, 3.5 FEET NORTHEAST OF A STANDARD
 DU0910'METAL WITNESS POST AND MARKER, 7.9 FEET SOUTH-SOUTHWEST OF A
 DU0910'POWERLINE POLE NUMBER 4 AND 22.5 FEET WEST OF THE APPROXIMATE
 DU0910'CENTER OF THE GRAVELED ROAD.
 DU0910'
 DU0910'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PIMA NO 1 1963,
 DU0910'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1
 DU0910'INCH ABOVE THE GROUND SURFACE.  IT IS 1.8 FEET EAST OF THE NORTH
 DU0910'AND SOUTH FENCE LINE, 25.0 FEET WEST OF THE APPROXIMATE CENTER
 DU0910'OF THE GRAVELED ROAD, 32.3 FEET NORTH OF THE POWERLINE POLE
 DU0910'NUMBER 4, 42.2 FEET NORTH OF THE WITNESS POST AND IS ABOUT
 DU0910'THE SAME ELEVATION AS THE STATION MARK.
 DU0910'
 DU0910'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PIMA NO 2 1963,
 DU0910'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 DU0910'ABOVE THE GROUND SURFACE.  IT IS 4.0 FEET NORTHEAST OF THE
 DU0910'SOUTHEAST FENCE CORNER, 24.5 FEET WEST OF THE APPROXIMATE CENTER
 DU0910'OF THE GRAVELED ROAD, 33.7 FEET SOUTH OF THE WITNESS POST, 43.9
 DU0910'FEET SOUTH OF THE POWERLINE POLE NUMBER 4 AND IS ABOVE THE
 DU0910'SAME ELEVATION AS THE STATION MARK.
 DU0910'
 DU0910'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PIMA 1963, CEMENTED
 DU0910'IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT ABUTMENT.
 DU0910'IT IS 36.0 FEET NORTH OF THE CENTERLINE ON EAST MC DOWELL ROAD,
 DU0910'45.0 FEET EAST OF THE APPROXIMATE CENTER OF PIMA ROAD AND 11.3
 DU0910'FEET WEST OF THE EAST END OF THE CULVERT ABUTMENT.
 DU0910'
 DU0910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU0910
 DU0910                          STATION RECOVERY (1963)
 DU0910
 DU0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0910'2.2 MI SE FROM SCOTTSDALE.
 DU0910'2.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0910'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.2 MILE SOUTH
 DU0910'ALONG PIMA ROAD, 23 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET EAST
 DU0910'OF A FENCE, 7.5 FEET SOUTH OF A POWER POLE, (THE FIRST POLE NORTH OF A
 DU0910'POLE WITH TRANSFORMER), 3.5 FEET NORTHEAST OF A METAL WITNESS POST,
 DU0910'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 DU0910'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- RM 1 IS 39.4 FEET NORTH
 DU0910'OF TRAVERSE STATION PIMA, 25 FEET WEST OF THE CENTER OF THE ROAD, 32
 DU0910'FEET NORTH OF THE FIRST POWER POLE NORTH OF A POLE WITH TRANSFORMER,
 DU0910'1.5 FEET EAST OF A FENCE, 42.2 FEET NORTH OF A METAL WITNESS POST, AND
 DU0910'IS A C AND GS REFERENCE MARK DISK STAMPED PIMA NO 1 1963, SET IN TOP
 DU0910'OF A CONCRETE POST PROJECTING 1 INCH.  RM 2 IS 36.6 FEET SOUTH OF
 DU0910'TRAVERSE STATION PIMA, 24 FEET WEST OF THE CENTER OF THE ROAD, 1.5
 DU0910'FEET EAST OF A FENCE, 4.5 FEET NORTHEAST OF A FENCE CORNER, 33.8 FEET
 DU0910'SOUTH OF A METAL WITNESS POST, AND IS A C AND GS REFERENCE MARK DISK
 DU0910'STAMPED PIMA NO 2 1963, SET IN TOP OF A CONCRETE POST PROJECTING 3
 DU0910'INCHES.
 DU0910
 DU0910                          STATION RECOVERY (1970)
 DU0910
 DU0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0910'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DU0910'ROUTE TO THE STATION IS ADEQUATE.
 DU0910'
 DU0910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES
 DU0910'SOUTHEAST OF SCOTTSDALE.
 DU0910
 DU0910                          STATION RECOVERY (1970)
 DU0910
 DU0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0910'RECOVERED IN GOOD CONDITION.
 DU0910
 DU0910                          STATION RECOVERY (1995)
 DU0910
 DU0910'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0910'MARK NOT FOUND.
 DU0910
 DU0910                          STATION RECOVERY (2006)
 DU0910
 DU0910'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0910'PROBABLY DESTROYED WHEN THE NEARBY WALL WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0047 ***********************************************************************
 CG0047  DESIGNATION -  PIMA
 CG0047  PID         -  CG0047
 CG0047  STATE/COUNTY-  AZ/PIMA
 CG0047  USGS QUAD   -  MESCAL (1983)
 CG0047
 CG0047                         *CURRENT SURVEY CONTROL
 CG0047  ___________________________________________________________________
 CG0047* NAD 83(1992)-  31 58 14.90318(N)    110 29 17.71725(W)     ADJUSTED  
 CG0047* NAVD 88     -      1215.820  (meters)    3988.90   (feet)  ADJUSTED  
 CG0047  ___________________________________________________________________
 CG0047  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CG0047  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG0047  DYNAMIC HT  -        1214.011 (meters)    3982.97  (feet)  COMP
 CG0047  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 CG0047
 CG0047  HORZ ORDER  -  SECOND
 CG0047  VERT ORDER  -  FIRST     CLASS II
 CG0047
 CG0047.The horizontal coordinates were established by classical geodetic methods
 CG0047.and adjusted by the National Geodetic Survey in August 1993.
 CG0047
 CG0047.The orthometric height was determined by differential leveling
 CG0047.and adjusted in June 1991.
 CG0047
 CG0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0047
 CG0047.The geoid height was determined by GEOID03.
 CG0047
 CG0047.The dynamic height is computed by dividing the NAVD 88
 CG0047.geopotential number by the normal gravity value computed on the
 CG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0047.degrees latitude (g = 980.6199 gals.).
 CG0047
 CG0047.The modeled gravity was interpolated from observed gravity values.
 CG0047
 CG0047;                    North         East     Units Scale Factor Converg.
 CG0047;SPC AZ C     -   108,521.382   348,370.565   MT  1.00012473   +0 45 23.2
 CG0047;SPC AZ C     -   356,041.28  1,142,948.05   iFT  1.00012473   +0 45 23.2
 CG0047;SPC AZ E     -   107,675.338   182,965.472   MT  0.99991139   -0 10 13.0
 CG0047;SPC AZ E     -   353,265.54    600,280.42   iFT  0.99991139   -0 10 13.0
 CG0047;UTM  12      - 3,537,314.151   548,352.664   MT  0.99962883   +0 16 15.5
 CG0047
 CG0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0047!SPC AZ C     -   0.99981351  x   1.00012473  =   0.99993822
 CG0047!SPC AZ E     -   0.99981351  x   0.99991139  =   0.99972492
 CG0047!UTM  12      -   0.99981351  x   0.99962883  =   0.99944241
 CG0047
 CG0047:                Primary Azimuth Mark                     Grid Az
 CG0047:SPC AZ C     -  HIGHWAY 80 MARK                          100 24 35.2
 CG0047:SPC AZ E     -  HIGHWAY 80 MARK                          101 20 11.4
 CG0047:UTM  12      -  HIGHWAY 80 MARK                          100 53 42.9
 CG0047
 CG0047|---------------------------------------------------------------------|
 CG0047| PID    Reference Object                     Distance      Geod. Az  |
 CG0047|                                                           dddmmss.s |
 CG0047| CC7991 HIGHWAY 80 MARK                                    1010958.4 |
 CG0047| CG0048 PIMA RM 1                            14.638 METERS 10556     |
 CG0047| CG0046 PIMA RM 2                            16.107 METERS 28010     |
 CG0047|---------------------------------------------------------------------|
 CG0047
 CG0047                          SUPERSEDED SURVEY CONTROL
 CG0047
 CG0047  NAD 83(1986)-  31 58 14.89849(N)    110 29 17.71524(W) AD(       ) 2
 CG0047  NAD 27      -  31 58 14.59970(N)    110 29 15.44020(W) AD(       ) 2
 CG0047  NGVD 29 (??/??/92) 1215.022  (m)         3986.28   (f) ADJ UNCH    1 2
 CG0047
 CG0047.Superseded values are not recommended for survey control.
 CG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0047.See file dsdata.txt to determine how the superseded data were derived.
 CG0047
 CG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4835337314(NAD 83)
 CG0047_MARKER: DE = TRAVERSE STATION DISK
 CG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0047_STAMPING: PIMA 1960
 CG0047_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0047+STABILITY: SURFACE MOTION
 CG0047
 CG0047  HISTORY     - Date     Condition        Report By
 CG0047  HISTORY     - 1960     MONUMENTED       CGS
 CG0047  HISTORY     - 1960     GOOD             CGS
 CG0047  HISTORY     - 1979     GOOD             NGS
 CG0047
 CG0047                          STATION DESCRIPTION
 CG0047
 CG0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG0047'THE STATION IS 32.8 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM THE
 CG0047'JUNCTION OF U.S. HIGHWAY 89 AT TUCSON, 13.0 MILES WESTERLY ALONG
 CG0047'U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY 86 AT BENSON,
 CG0047'1.6 MILES EAST OF THE AMOLE RAILROAD OVERPASS, 80 FEET SOUTH
 CG0047'OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 42 FEET SOUTH
 CG0047'OF HIGHWAY MILE POST 280, 4 FEET EAST OF A METAL WITNESS POST, 4
 CG0047'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ON THE TOP OF A
 CG0047'CUT BANK ABOUT 20 FEET ABOVE THE HIGHWAY.
 CG0047'
 CG0047'THE STATION, WITH UNDERGROUND MARK, STAMPED PIMA 1960, IS A
 CG0047'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST PROJECTING
 CG0047'2 INCHES.
 CG0047'
 CG0047'REFERENCE MARK NO. 1, STAMPED PIMA NO 1 1960, IS A STANDARD DISK
 CG0047'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND IS 1
 CG0047'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CG0047'
 CG0047'REFERENCE MARK NO. 2, STAMPED PIMA NO 2 1960, IS A STANDARD DISK
 CG0047'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES AND IS 1
 CG0047'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CG0047'
 CG0047'THE AZIMUTH MARK, NO STAMPING, IS A ARIZONA HIGHWAY DEPT. BRONZE
 CG0047'DISK SET IN A DRILL HOLE IN THE TOP AND CENTER OF THE SOUTH
 CG0047'CONCRETE HEADWALL OF A CULVERT AND IS 24 FEET SOUTH OF THE
 CG0047'CENTERLINE OF THE EAST BOUND TRAFFIC LANE.  TO REACH FROM THE
 CG0047'STATION GO 0.4 MILE EAST ON U.S. HIGHWAY 80 TO THE MARK ON THE
 CG0047'RIGHT.
 CG0047
 CG0047                          STATION RECOVERY (1960)
 CG0047
 CG0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0047'12.20 MI W FROM BENSON.
 CG0047'12.20 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0047'HIGHWAY 80, AT MILEPOST 280, 1.6 MILES EAST OF AMOLE OVERPASS, LOCATED
 CG0047'ON TOP OF A SMALL CUT, 25 FEET HIGHER THAN THE HIGHWAY, 42 FEET SOUTH
 CG0047'OF MILEPOST 280, 4.3 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 CG0047'12-INCH SQUARE POST PROJECTING 4 INCHES.
 CG0047
 CG0047                          STATION RECOVERY (1979)
 CG0047
 CG0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0047'11.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0047'OVERPASS AT BENSON, AT A 12-FOOT CUT BANK, 97 FEET SOUTH OF THE
 CG0047'CENTERLINE OF THE EASTBOUND TRAFFIC LANE AND 4.3 FEET NORTH OF THE
 CG0047'SOUTH RIGHT-OF-WAY FENCE.
 CG0047'THE MARK IS 4 FT  W FROM A WITNESS POST.
 CG0047'THE MARK IS 12 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1241 ***********************************************************************
 CY1241  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1241  DESIGNATION -  PIMA
 CY1241  PID         -  CY1241
 CY1241  STATE/COUNTY-  AZ/GRAHAM
 CY1241  USGS QUAD   -  PIMA (1985)
 CY1241
 CY1241                         *CURRENT SURVEY CONTROL
 CY1241  ___________________________________________________________________
 CY1241* NAD 83(1992)-  32 53 16.35173(N)    109 51 37.58250(W)     ADJUSTED  
 CY1241* NAVD 88     -       921.91   (meters)    3024.6    (feet)  GPS OBS   
 CY1241  ___________________________________________________________________
 CY1241  X           -  -1,821,629.653 (meters)                     COMP
 CY1241  Y           -  -5,043,073.149 (meters)                     COMP
 CY1241  Z           -   3,444,009.033 (meters)                     COMP
 CY1241  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CY1241  ELLIP HEIGHT-         894.809 (meters)          (01/22/07) ADJUSTED
 CY1241  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY1241  HORZ ORDER  -  B
 CY1241  ELLP ORDER  -  FOURTH    CLASS I
 CY1241
 CY1241.The horizontal coordinates were established by GPS observations
 CY1241.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY1241
 CY1241.The orthometric height was determined by GPS observations and a
 CY1241.high-resolution geoid model.
 CY1241.The orthometric height was determined by GPS observations and a
 CY1241.high-resolution geoid model using precise GPS observation and
 CY1241.processing techniques.
 CY1241
 CY1241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1241
 CY1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1241
 CY1241.The ellipsoidal height was determined by GPS observations
 CY1241.and is referenced to NAD 83.
 CY1241
 CY1241.The geoid height was determined by GEOID03.
 CY1241
 CY1241;                    North         East     Units Scale Factor Converg.
 CY1241;SPC AZ E     -   209,359.364   242,011.239   MT  0.99991012   +0 09 58.6
 CY1241;SPC AZ E     -   686,874.55    794,000.13   iFT  0.99991012   +0 09 58.6
 CY1241;UTM  12      - 3,639,432.539   606,590.336   MT  0.99974009   +0 37 07.8
 CY1241
 CY1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1241!SPC AZ E     -   0.99985953  x   0.99991012  =   0.99976966
 CY1241!UTM  12      -   0.99985953  x   0.99974009  =   0.99959966
 CY1241
 CY1241|---------------------------------------------------------------------|
 CY1241| PID    Reference Object                     Distance      Geod. Az  |
 CY1241|                                                           dddmmss.s |
 CY1241| CC7989 PIMA RM 1                            13.353 METERS 03020     |
 CY1241| CC7988 PIMA AZ MK                                         0383722.9 |
 CY1241| CY1222 WEBBER PEAK TARGET                  APPROX.22.7 KM 0731001.1 |
 CY1241| CY1221 SAFFORD WATER TANK                  APPROX.15.4 KM 1145250.4 |
 CY1241| CY1243 THATCHER CHURCH STEEPLE             APPROX.10.5 KM 1161404.7 |
 CY1241| CY0717 WICK                                APPROX.17.9 KM 1290253.8 |
 CY1241| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.20.4 KM 1963739.2 |
 CY1241| CC7990 PIMA RM 2                            11.785 METERS 28614     |
 CY1241| CR7594 PIMA RM 3                            11.798 METERS 28617     |
 CY1241| CY1245 HOT SPRINGS HOTEL BELFRY            APPROX.12.8 KM 3431426.1 |
 CY1241|---------------------------------------------------------------------|
 CY1241
 CY1241                          SUPERSEDED SURVEY CONTROL
 CY1241
 CY1241  NAD 83(1992)-  32 53 16.35019(N)    109 51 37.58035(W) AD(       ) 1
 CY1241  NAD 83(1986)-  32 53 16.34619(N)    109 51 37.57998(W) AD(       ) 1
 CY1241  NAD 27      -  32 53 16.11300(N)    109 51 35.28300(W) AD(       ) 1
 CY1241  NGVD 29 (07/19/86)  921.2    (m)         3022.     (f) VERT ANG    3  
 CY1241
 CY1241.Superseded values are not recommended for survey control.
 CY1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1241.See file dsdata.txt to determine how the superseded data were derived.
 CY1241
 CY1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0659039433(NAD 83)
 CY1241_MARKER: DS = TRIANGULATION STATION DISK
 CY1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1241_STAMPING: PIMA 1945
 CY1241_MARK LOGO: CGS   
 CY1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1241+STABILITY: SURFACE MOTION
 CY1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1241+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY1241
 CY1241  HISTORY     - Date     Condition        Report By
 CY1241  HISTORY     - 1945     MONUMENTED       CGS
 CY1241  HISTORY     - 1968     GOOD             AMS
 CY1241  HISTORY     - 1983     GOOD             AZDT
 CY1241  HISTORY     - 1985     GOOD             AZDT
 CY1241  HISTORY     - 20060608 GOOD             GEOANA
 CY1241  HISTORY     - 20060608 GOOD             GEOANA
 CY1241
 CY1241                          STATION DESCRIPTION
 CY1241
 CY1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1241'STATION IS LOCATED ABOUT 1 MILE (AIR LINE) SW OF PIMA ALONG
 CY1241'A GRAVEL ROAD, ON TOP OF AND NEAR THE N END OF A RIDGE WHICH
 CY1241'IS BOUNDED ON THE SE BY COTTONWOOD CREEK AND ON THE NW BY BEAR
 CY1241'SPRINGS FLAT.
 CY1241'
 CY1241'TO REACH STATION FROM THE FIRE DEPARTMENT IN PIMA, GO W ON
 CY1241'U.S. HIGHWAY 70 FOR 0.9 MILE TO WHERE THE HIGHWAY TURNS TO THE
 CY1241'RIGHT AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD, CONTINUE
 CY1241'STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 0.7 MILE TO A T-ROAD,
 CY1241'TURN LEFT AND CONTINUE FOR 0.25 MILE TO RIGHT FORK JUST BEFORE
 CY1241'COMING TO A CATTLE GUARD, IT IS AT THIS CATTLE GUARD THAT
 CY1241'THE AZIMUTH MARK HAS BEEN SET.  TO CONTINUE TO THE STATION,
 CY1241'TAKE THIS RIGHT FORK AND CONTINUE FOR 0.3 MILE TO A CATTLE
 CY1241'GUARD, CONTINUE ON THE MAIN TRAVELED ROAD AS IT BEARS LEFT FOR
 CY1241'0.7 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 CY1241'
 CY1241'STATION IS 27 FEET WNW OF THE CENTER OF THE ROAD AND 11.3 FEET
 CY1241'W OF A WHITE WITNESS POST.  IT IS MARKED BY A BRONZE STATION
 CY1241'DISK SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING ABOUT
 CY1241'3 INCHES.  DISK IS STAMPED PIMA 1945.  UNDERGROUND MARK IS A
 CY1241'BRONZE STATION DISK SET IN CONCRETE.
 CY1241'
 CY1241'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12 INCH
 CY1241'SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS STAMPED
 CY1241'PIMA NO 1 1945.  IT IS 29 FEET WNW OF THE CENTER OF THE
 CY1241'ROAD, IS NNE OF THE STATION AND ABOUT LEVEL WITH IT.
 CY1241'
 CY1241'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12 INCH
 CY1241'SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS STAMPED
 CY1241'PIMA NO 2 1945.  IT IS WNW OF THE STATION AND ABOUT 1-1/2
 CY1241'FEET LOWER.
 CY1241'
 CY1241'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CATTLE GUARD
 CY1241'AND IS STAMPED PIMA 1945.  THE DISK IS SET NEAR THE S END OF THE
 CY1241'E CONCRETE BASE AND IS 5 FEET S OF A WHITE WITNESS POST SET
 CY1241'IN THE FENCE LINE.  THE MARK IS ABOUT 1 MILE NE OF THE STATION
 CY1241'AND IS REACHED AS SHOWN IN THE DESCRIPTION.
 CY1241
 CY1241                          STATION RECOVERY (1968)
 CY1241
 CY1241'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1241'MARK IS 9.3. AIRMILES (NW OF SAFFORD, ARIZONA.
 CY1241'
 CY1241'TO REACH FROM THE FIRE DEPARTMENT IN PIMA GO (W) ON U.S. HWY
 CY1241'70 FOR 1 MILE TO AN INTERSECTION TURN LEFT (SW) ONTO A BLACKTOP
 CY1241'ROAD AND PROCEED 0.8 MILE TO A T INTERSECTION.  TURN LEFT (ESE)
 CY1241'AND GO 0.3 MILE TO A ROAD RIGHT JUST BEFORE A CATTLE GUARD,
 CY1241'TURN RIGHT (SE) FOR 1 MILE STAYING ON MAIN TRAVELED ROAD AS
 CY1241'IT BEARS TO THE TOP OF THE RIDGE AND STATION SITE.  STATION
 CY1241'IS LOCATED 3.5 METERS (SW) OF A WITNESS POST.  7.5 M (E)
 CY1241'OF CENTERLINE OF ROAD.  46.2 M (SSE) OF A POWERLINE POLE.
 CY1241'APPROXIMATELY 0.25 MILE (NNE) OF A TELEVISION MICROWAVE
 CY1241'REPEATER STATION.
 CY1241'
 CY1241'REFERENCE MARK 1 RECOVERED.
 CY1241'
 CY1241'REFERENCE MARK 2 DESTROYED.  IT HAS BEEN DUG UP AND IS LYING
 CY1241'NEXT TO THE STATION.
 CY1241'
 CY1241'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 CY1241'
 CY1241'CONDITION OF ALL EXISTING MARKS IS EXCELLENT.  VIEW IS GOOD IN
 CY1241'ALL DIRECTIONS EXCEPT IN THE AREA OF 140 DEG -190 DEG (MAG
 CY1241'AZ) (MOUNTAIN IS APPROXIMATELY 5 MILES AWAY).
 CY1241
 CY1241                          STATION RECOVERY (1983)
 CY1241
 CY1241'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1241'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 CY1241'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED
 CY1241'AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 CY1241'
 CY1241'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED---PIMA NO 3 1945 1982
 CY1241'IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1241'
 CY1241'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL WEST ALONG
 CY1241'U.S. HIGHWAY 70 FOR 1.0 MILE TO TRIPP CANYON ROAD.  TURN LEFT AND
 CY1241'TRAVEL SOUTHWEST FOR 0.8 MILE TO A T-INTERSECTION, TURN LEFT AND
 CY1241'TRAVEL SOUTHEAST FOR 0.25 MILE TO A CROSS ROAD.  TURN RIGHT AND TRAVEL
 CY1241'SOUTHWEST FOR 1.0 MILE TO THE TOP OF A RIDGE AND THE STATION ON THE
 CY1241'RIGHT.
 CY1241
 CY1241                          STATION RECOVERY (1985)
 CY1241
 CY1241'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1241'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1983.
 CY1241
 CY1241                          STATION RECOVERY (2006)
 CY1241
 CY1241'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (REB)
 CY1241'RECOVERED AS DESCRIBED.
 CY1241
 CY1241                          STATION RECOVERY (2006)
 CY1241
 CY1241'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (REB)
 CY1241'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0908 ***********************************************************************
 DU0908  DESIGNATION -  PIMA AZ MK
 DU0908  PID         -  DU0908
 DU0908  STATE/COUNTY-  AZ/MARICOPA
 DU0908  USGS QUAD   -  TEMPE (1982)
 DU0908
 DU0908                         *CURRENT SURVEY CONTROL
 DU0908  ___________________________________________________________________
 DU0908* NAD 83(1986)-  33 27 55.     (N)    111 53 30.     (W)     SCALED    
 DU0908* NAVD 88     -       372.53   (+/-2cm)    1222.2    (feet)  VERTCON   
 DU0908  ___________________________________________________________________
 DU0908  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0908
 DU0908.The horizontal coordinates were scaled from a topographic map and have
 DU0908.an estimated accuracy of +/- 6 seconds.
 DU0908
 DU0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0908.The vertical order pertains to the NGVD 29 superseded value.
 DU0908
 DU0908.The geoid height was determined by GEOID03.
 DU0908
 DU0908;                    North         East    Units  Estimated Accuracy
 DU0908;SPC AZ C     -   273,350.      215,680.      MT  (+/- 180 meters Scaled)
 DU0908
 DU0908                          SUPERSEDED SURVEY CONTROL
 DU0908
 DU0908  NGVD 29 (??/??/92)  371.940  (m)         1220.27   (f) ADJ UNCH    2 0
 DU0908
 DU0908.Superseded values are not recommended for survey control.
 DU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0908.See file dsdata.txt to determine how the superseded data were derived.
 DU0908
 DU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC171032(NAD 83)
 DU0908_MARKER: DZ = AZIMUTH MARK DISK
 DU0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0908_SP_SET: CULVERT
 DU0908_STAMPING: PIMA 1963
 DU0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0908
 DU0908  HISTORY     - Date     Condition        Report By
 DU0908  HISTORY     - 1963     MONUMENTED       CGS
 DU0908  HISTORY     - 1970     GOOD             NGS
 DU0908  HISTORY     - 19951101 MARK NOT FOUND   USPSQD
 DU0908  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0908
 DU0908                          STATION DESCRIPTION
 DU0908
 DU0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0908'2.0 MI E FROM SCOTTSDALE.
 DU0908'2.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0908'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE INTERSECTION
 DU0908'OF EAST MCDOWELL ROAD AND PIMA ROAD, SET IN TOP OF THE WEST END OF THE
 DU0908'NORTH HEADWALL OF A CONCRETE BOX CULVERT UNDER EAST MCDOWELL ROAD, 33
 DU0908'FEET NORTH OF THE CENTER OF EAST MCDOWELL ROAD, 39 FEET EAST OF THE
 DU0908'CENTER OF PIMA ROAD, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD.
 DU0908
 DU0908                          STATION RECOVERY (1970)
 DU0908
 DU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0908'RECOVERED IN GOOD CONDITION.
 DU0908
 DU0908                          STATION RECOVERY (1995)
 DU0908
 DU0908'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0908'MARK NOT FOUND.
 DU0908
 DU0908                          STATION RECOVERY (2006)
 DU0908
 DU0908'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0908'THE ROAD HAS BEEN WIDENED, AND THE NORTH END OF THE CULVERT MODIFIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2103 ***********************************************************************
 DV2103  DESIGNATION -  PIMA BUTTE
 DV2103  PID         -  DV2103
 DV2103  STATE/COUNTY-  AZ/PINAL
 DV2103  USGS QUAD   -  PIMA BUTTE (1967)
 DV2103
 DV2103                         *CURRENT SURVEY CONTROL
 DV2103  ___________________________________________________________________
 DV2103* NAD 83(1992)-  33 08 50.08756(N)    112 01 09.20576(W)     ADJUSTED  
 DV2103* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 DV2103  ___________________________________________________________________
 DV2103  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DV2103  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DV2103  HORZ ORDER  -  FIRST
 DV2103
 DV2103.The horizontal coordinates were established by classical geodetic methods
 DV2103.and adjusted by the National Geodetic Survey in August 1993.
 DV2103
 DV2103.The orthometric height was scaled from a topographic map.
 DV2103
 DV2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2103
 DV2103.The geoid height was determined by GEOID03.
 DV2103
 DV2103;                    North         East     Units Scale Factor Converg.
 DV2103;SPC AZ C     -   238,085.082   203,792.611   MT  0.99990113   -0 03 21.9
 DV2103;SPC AZ C     -   781,119.04    668,610.93   iFT  0.99990113   -0 03 21.9
 DV2103;UTM  12      - 3,668,073.223   404,944.792   MT  0.99971140   -0 33 26.4
 DV2103
 DV2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2103!SPC AZ C     -   0.99992522  x   0.99990113  =   0.99982636
 DV2103!UTM  12      -   0.99992522  x   0.99971140  =   0.99963664
 DV2103
 DV2103:                Primary Azimuth Mark                     Grid Az
 DV2103:SPC AZ C     -  CHANDLER OLD MUNICIPAL TANK              044 51 48.9
 DV2103:UTM  12      -  CHANDLER OLD MUNICIPAL TANK              045 21 53.4
 DV2103
 DV2103|---------------------------------------------------------------------|
 DV2103| PID    Reference Object                     Distance      Geod. Az  |
 DV2103|                                                           dddmmss.s |
 DV2103| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.24.0 KM 0444827.0 |
 DV2103| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX.20.3 KM 0765432.6 |
 DV2103| DU2131 GILA BUTTE                          APPROX.14.7 KM 0861635.0 |
 DV2103| CH6106 PIMA BUTTE RM 2                      11.205 METERS 09537     |
 DV2103| DU2118 SACATON PEAK AIR BEACON             APPROX.35.9 KM 1161825.0 |
 DV2103| CH6107 PIMA BUTTE RM 3 AZIMUTH                            12457     |
 DV2103| CH6105 PIMA BUTTE RM 1                       9.449 METERS 34759     |
 DV2103|---------------------------------------------------------------------|
 DV2103
 DV2103                          SUPERSEDED SURVEY CONTROL
 DV2103
 DV2103  NAD 83(1986)-  33 08 50.08061(N)    112 01 09.20969(W) AD(       ) 1
 DV2103  NAD 27      -  33 08 49.89503(N)    112 01 06.69596(W) AD(       ) 1
 DV2103
 DV2103.Superseded values are not recommended for survey control.
 DV2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2103.See file dsdata.txt to determine how the superseded data were derived.
 DV2103
 DV2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0494568073(NAD 83)
 DV2103_MARKER: DS = TRIANGULATION STATION DISK
 DV2103_SETTING: 66 = SET IN ROCK OUTCROP
 DV2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2103+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2006
 DV2103
 DV2103  HISTORY     - Date     Condition        Report By
 DV2103  HISTORY     - 1935     MONUMENTED       CGS
 DV2103  HISTORY     - 1959     GOOD             AMS
 DV2103  HISTORY     - 1976     GOOD             NGS
 DV2103  HISTORY     - 20061110 GOOD             GEOCAC
 DV2103
 DV2103                          STATION DESCRIPTION
 DV2103
 DV2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2103'ABOUT 16 MILES SOUTHWEST OF CHANDLER.  ABOUT 1-1/2 MILES
 DV2103'SOUTHWEST OF THE GILA RIVER.  ON THE EASTERN END OF A PROMINENT
 DV2103'BUTTE LOCALLY KNOWN AS PIMA BUTTE.  MARKED BY A STANDARD BRONZE
 DV2103'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DV2103'BRONZE REFERENCE DISK IS 9.449 METERS (31.00 FEET)
 DV2103'FROM STATION N 12 DEG 01 MIN W.  REFERENCE MARK NO. 2,
 DV2103'A STANDARD BRONZE REFERENCE DISK IS 11.205 METERS
 DV2103'(36.76 FEET) FROM STATION S 84 DEG 23 MIN E.  AZIMUTH
 DV2103'MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE DISK
 DV2103'IS NEAR THE BASE OF THE BUTTE AND S 55 DEG 03 MIN E.
 DV2103
 DV2103                          STATION RECOVERY (1959)
 DV2103
 DV2103'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DV2103'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV2103'IN GOOD CONDITION.
 DV2103
 DV2103                          STATION RECOVERY (1976)
 DV2103
 DV2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DV2103'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV2103'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 DV2103'FOR BUT NOT FOUND.
 DV2103'
 DV2103'A NEW TO REACH DESCRIPTION FOLLOWS.
 DV2103'
 DV2103'FROM THE INTERSECTION OF STATE ROUTE 87 AND WILLIAMSFIELD ROAD IN
 DV2103'CHANDLER, GO WEST ON WILLIAMSFIELD RD. FOR 7 MILES TO INTERSECTION
 DV2103'OF PRIEST RD. TO THE NORTH AND MARICOPA RD. TO THE SOUTH, GO SOUTH
 DV2103'ON MARICOPA RD. FOR 11.25 MILES TO A DIRT ROAD WEST (1.25 MILES
 DV2103'SOUTH OF GILA RIVER), TURN RIGHT AND PROCEED WEST FOR 0.50 MILES.
 DV2103'STATION IS LOCATED ON TOP OF BUTTE ON THE LEFT.
 DV2103'
 DV2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES SOUTHWEST
 DV2103'OF CHANDLER.
 DV2103'
 DV2103'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2103
 DV2103                          STATION RECOVERY (2006)
 DV2103
 DV2103'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2262 ***********************************************************************
 DV2262  DESIGNATION -  PIMA BUTTE
 DV2262  PID         -  DV2262
 DV2262  STATE/COUNTY-  AZ/PINAL
 DV2262  USGS QUAD   -  PIMA BUTTE (1967)
 DV2262
 DV2262                         *CURRENT SURVEY CONTROL
 DV2262  ___________________________________________________________________
 DV2262* NAD 83(1992)-  33 08 50.11264(N)    112 01 09.14114(W)     ADJUSTED  
 DV2262* NAVD 88     -       499.5    (meters)    1639.     (feet)  VERTCON   
 DV2262  ___________________________________________________________________
 DV2262  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DV2262  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DV2262  HORZ ORDER  -  THIRD
 DV2262
 DV2262.The horizontal coordinates were established by classical geodetic methods
 DV2262.and adjusted by the National Geodetic Survey in August 1993.
 DV2262
 DV2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2262
 DV2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2262
 DV2262.The geoid height was determined by GEOID03.
 DV2262
 DV2262;                    North         East     Units Scale Factor Converg.
 DV2262;SPC AZ C     -   238,085.853   203,794.286   MT  0.99990113   -0 03 21.8
 DV2262;SPC AZ C     -   781,121.56    668,616.42   iFT  0.99990113   -0 03 21.8
 DV2262;UTM  12      - 3,668,073.979   404,946.474   MT  0.99971140   -0 33 26.4
 DV2262
 DV2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2262!SPC AZ C     -   0.99992632  x   0.99990113  =   0.99982746
 DV2262!UTM  12      -   0.99992632  x   0.99971140  =   0.99963774
 DV2262
 DV2262                          SUPERSEDED SURVEY CONTROL
 DV2262
 DV2262  NAD 83(1986)-  33 08 50.10271(N)    112 01 09.13281(W) AD(       ) 3
 DV2262  NGVD 29 (04/26/91)  499.0    (m)         1637.     (f) VERT ANG    3  
 DV2262
 DV2262.Superseded values are not recommended for survey control.
 DV2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2262.See file dsdata.txt to determine how the superseded data were derived.
 DV2262
 DV2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0494668074(NAD 83)
 DV2262_MARKER: DD = SURVEY DISK
 DV2262_SETTING: 66 = SET IN ROCK OUTCROP
 DV2262_SP_SET: SET IN BEDROCK
 DV2262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2262+STABILITY: POSITION/ELEVATION WELL
 DV2262
 DV2262  HISTORY     - Date     Condition        Report By
 DV2262  HISTORY     - 1899     MONUMENTED       USGS
 DV2262  HISTORY     - 20061110 MARK NOT FOUND   GEOCAC
 DV2262
 DV2262                          STATION DESCRIPTION
 DV2262
 DV2262'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DV2262'LOCATED 1 MI S. OF SACATON STATION ON SOUTHERN PACIFIC RR.  ON
 DV2262'EASTERN AND HIGHEST POINT OF BUTTE.
 DV2262'
 DV2262'TO REACH NOT GIVEN.
 DV2262'
 DV2262'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DV2262'ROCK UNDER 8-FT HIGH ROCK CAIRN.
 DV2262'
 DV2262'RMS--NONE SET.
 DV2262
 DV2262                          STATION RECOVERY (2006)
 DV2262
 DV2262'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0909 ***********************************************************************
 DU0909  DESIGNATION -  PIMA RM 1
 DU0909  PID         -  DU0909
 DU0909  STATE/COUNTY-  AZ/MARICOPA
 DU0909  USGS QUAD   -  TEMPE (1982)
 DU0909
 DU0909                         *CURRENT SURVEY CONTROL
 DU0909  ___________________________________________________________________
 DU0909* NAD 83(1986)-  33 27 46.     (N)    111 53 31.     (W)     SCALED    
 DU0909* NAVD 88     -       370.35   (+/-2cm)    1215.1    (feet)  VERTCON   
 DU0909  ___________________________________________________________________
 DU0909  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0909
 DU0909.The horizontal coordinates were scaled from a topographic map and have
 DU0909.an estimated accuracy of +/- 6 seconds.
 DU0909
 DU0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0909.The vertical order pertains to the NGVD 29 superseded value.
 DU0909
 DU0909.The geoid height was determined by GEOID03.
 DU0909
 DU0909;                    North         East    Units  Estimated Accuracy
 DU0909;SPC AZ C     -   273,070.      215,660.      MT  (+/- 180 meters Scaled)
 DU0909
 DU0909                          SUPERSEDED SURVEY CONTROL
 DU0909
 DU0909  NGVD 29 (??/??/92)  369.757  (m)         1213.11   (f) ADJ UNCH    2 0
 DU0909
 DU0909.Superseded values are not recommended for survey control.
 DU0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0909.See file dsdata.txt to determine how the superseded data were derived.
 DU0909
 DU0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC171029(NAD 83)
 DU0909_MARKER: DR = REFERENCE MARK DISK
 DU0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0909_STAMPING: PIMA NO 1 1963
 DU0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0909+STABILITY: SURFACE MOTION
 DU0909
 DU0909  HISTORY     - Date     Condition        Report By
 DU0909  HISTORY     - 1963     MONUMENTED       CGS
 DU0909  HISTORY     - 1970     GOOD             NGS
 DU0909  HISTORY     - 19951101 MARK NOT FOUND   USPSQD
 DU0909
 DU0909                          STATION DESCRIPTION
 DU0909
 DU0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0909'2.2 MI SE FROM SCOTTSDALE.
 DU0909'2.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0909'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.2 MILE SOUTH
 DU0909'ALONG PIMA ROAD, 39.4 FEET NORTH OF TRAVERSE STATION PIMA, 25 FEET
 DU0909'WEST OF THE CENTER OF THE ROAD, 32 FEET NORTH OF THE FIRST POWER POLE
 DU0909'NORTH OF A POLE WITH TRANSFORMER, 1.5 FEET EAST OF A FENCE, 42.2 FEET
 DU0909'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DU0909'PROJECTING 1 INCH.
 DU0909
 DU0909                          STATION RECOVERY (1970)
 DU0909
 DU0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0909'RECOVERED IN GOOD CONDITION.
 DU0909
 DU0909                          STATION RECOVERY (1995)
 DU0909
 DU0909'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0048 ***********************************************************************
 CG0048  DESIGNATION -  PIMA RM 1
 CG0048  PID         -  CG0048
 CG0048  STATE/COUNTY-  AZ/PIMA
 CG0048  USGS QUAD   -  MESCAL (1983)
 CG0048
 CG0048                         *CURRENT SURVEY CONTROL
 CG0048  ___________________________________________________________________
 CG0048* NAD 83(1986)-  31 58 14.     (N)    110 29 17.     (W)     SCALED    
 CG0048* NAVD 88     -      1216.223  (meters)    3990.22   (feet)  ADJUSTED  
 CG0048  ___________________________________________________________________
 CG0048  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG0048  DYNAMIC HT  -        1214.414 (meters)    3984.29  (feet)  COMP
 CG0048  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 CG0048
 CG0048  VERT ORDER  -  FIRST     CLASS II
 CG0048
 CG0048.The horizontal coordinates were scaled from a topographic map and have
 CG0048.an estimated accuracy of +/- 6 seconds.
 CG0048
 CG0048.The orthometric height was determined by differential leveling
 CG0048.and adjusted in June 1991.
 CG0048
 CG0048.The geoid height was determined by GEOID03.
 CG0048
 CG0048.The dynamic height is computed by dividing the NAVD 88
 CG0048.geopotential number by the normal gravity value computed on the
 CG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0048.degrees latitude (g = 980.6199 gals.).
 CG0048
 CG0048.The modeled gravity was interpolated from observed gravity values.
 CG0048
 CG0048;                    North         East    Units  Estimated Accuracy
 CG0048;SPC AZ C     -   108,490.      348,390.      MT  (+/- 180 meters Scaled)
 CG0048
 CG0048                          SUPERSEDED SURVEY CONTROL
 CG0048
 CG0048  NGVD 29 (??/??/92) 1215.420  (m)         3987.59   (f) ADJ UNCH    1 2
 CG0048
 CG0048.Superseded values are not recommended for survey control.
 CG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0048.See file dsdata.txt to determine how the superseded data were derived.
 CG0048
 CG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA483372(NAD 83)
 CG0048_MARKER: DR = REFERENCE MARK DISK
 CG0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0048_STAMPING: PIMA NO 1 1960
 CG0048_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0048+STABILITY: SURFACE MOTION
 CG0048
 CG0048  HISTORY     - Date     Condition        Report By
 CG0048  HISTORY     - 1960     MONUMENTED       CGS
 CG0048  HISTORY     - 1979     GOOD             NGS
 CG0048
 CG0048                          STATION DESCRIPTION
 CG0048
 CG0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0048'12.20 MI W FROM BENSON.
 CG0048'12.20 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S.
 CG0048'HIGHWAY 80, AT MILEPOST 280, 1.6 MILES EAST OF AMOLE OVERPASS, 48.1
 CG0048'FEET EAST OF TRAVERSE STATION PIMA 1960, 1 FOOT NORTH OF FENCE, SET IN
 CG0048'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CG0048
 CG0048                          STATION RECOVERY (1979)
 CG0048
 CG0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0048'11.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0048'OVERPASS AT BENSON, AT A 12-FOOT CUT BANK, 100 FEET SOUTH OF THE
 CG0048'CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 48 FEET EAST OF THE STATION
 CG0048'MARK AND 1.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0048'THE MARK IS 44 FT  E FROM A WITNESS POST.
 CG0048'THE MARK IS 12 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0911 ***********************************************************************
 DU0911  DESIGNATION -  PIMA RM 2
 DU0911  PID         -  DU0911
 DU0911  STATE/COUNTY-  AZ/MARICOPA
 DU0911  USGS QUAD   -  TEMPE (1982)
 DU0911
 DU0911                         *CURRENT SURVEY CONTROL
 DU0911  ___________________________________________________________________
 DU0911* NAD 83(1986)-  33 27 46.     (N)    111 53 31.     (W)     SCALED    
 DU0911* NAVD 88     -       370.27   (+/-2cm)    1214.8    (feet)  VERTCON   
 DU0911  ___________________________________________________________________
 DU0911  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0911
 DU0911.The horizontal coordinates were scaled from a topographic map and have
 DU0911.an estimated accuracy of +/- 6 seconds.
 DU0911
 DU0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0911.The vertical order pertains to the NGVD 29 superseded value.
 DU0911
 DU0911.The geoid height was determined by GEOID03.
 DU0911
 DU0911;                    North         East    Units  Estimated Accuracy
 DU0911;SPC AZ C     -   273,070.      215,660.      MT  (+/- 180 meters Scaled)
 DU0911
 DU0911                          SUPERSEDED SURVEY CONTROL
 DU0911
 DU0911  NGVD 29 (??/??/92)  369.686  (m)         1212.88   (f) ADJ UNCH    2 0
 DU0911
 DU0911.Superseded values are not recommended for survey control.
 DU0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0911.See file dsdata.txt to determine how the superseded data were derived.
 DU0911
 DU0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC171029(NAD 83)
 DU0911_MARKER: DR = REFERENCE MARK DISK
 DU0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0911_STAMPING: PIMA NO 2 1963
 DU0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0911+STABILITY: SURFACE MOTION
 DU0911
 DU0911  HISTORY     - Date     Condition        Report By
 DU0911  HISTORY     - 1963     MONUMENTED       CGS
 DU0911  HISTORY     - 1970     GOOD             NGS
 DU0911  HISTORY     - 19951101 MARK NOT FOUND   USPSQD
 DU0911  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0911
 DU0911                          STATION DESCRIPTION
 DU0911
 DU0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0911'2.2 MI SE FROM SCOTTSDALE.
 DU0911'2.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0911'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.2 MILE SOUTH
 DU0911'ALONG PIMA ROAD, 36.6 FEET SOUTH OF TRAVERSE STATION PIMA, 24 FEET
 DU0911'WEST OF THE CENTER OF THE ROAD, 1.5 FEET EAST OF A FENCE, 4.5 FEET
 DU0911'NORTHEAST OF A FENCE CORNER, 33.8 FEET SOUTH OF A METAL WITNESS POST,
 DU0911'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0911
 DU0911                          STATION RECOVERY (1970)
 DU0911
 DU0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0911'RECOVERED IN GOOD CONDITION.
 DU0911
 DU0911                          STATION RECOVERY (1995)
 DU0911
 DU0911'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0911'MARK NOT FOUND.
 DU0911
 DU0911                          STATION RECOVERY (2006)
 DU0911
 DU0911'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0911'PROBABLY DESTROYED WHEN THE NEARBY WALL WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0046 ***********************************************************************
 CG0046  DESIGNATION -  PIMA RM 2
 CG0046  PID         -  CG0046
 CG0046  STATE/COUNTY-  AZ/PIMA
 CG0046  USGS QUAD   -  MESCAL (1983)
 CG0046
 CG0046                         *CURRENT SURVEY CONTROL
 CG0046  ___________________________________________________________________
 CG0046* NAD 83(1986)-  31 58 14.     (N)    110 29 17.     (W)     SCALED    
 CG0046* NAVD 88     -      1215.418  (meters)    3987.58   (feet)  ADJUSTED  
 CG0046  ___________________________________________________________________
 CG0046  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG0046  DYNAMIC HT  -        1213.610 (meters)    3981.65  (feet)  COMP
 CG0046  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 CG0046
 CG0046  VERT ORDER  -  FIRST     CLASS II
 CG0046
 CG0046.The horizontal coordinates were scaled from a topographic map and have
 CG0046.an estimated accuracy of +/- 6 seconds.
 CG0046
 CG0046.The orthometric height was determined by differential leveling
 CG0046.and adjusted in June 1991.
 CG0046
 CG0046.The geoid height was determined by GEOID03.
 CG0046
 CG0046.The dynamic height is computed by dividing the NAVD 88
 CG0046.geopotential number by the normal gravity value computed on the
 CG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0046.degrees latitude (g = 980.6199 gals.).
 CG0046
 CG0046.The modeled gravity was interpolated from observed gravity values.
 CG0046
 CG0046;                    North         East    Units  Estimated Accuracy
 CG0046;SPC AZ C     -   108,490.      348,390.      MT  (+/- 180 meters Scaled)
 CG0046
 CG0046                          SUPERSEDED SURVEY CONTROL
 CG0046
 CG0046  NGVD 29 (??/??/92) 1214.617  (m)         3984.96   (f) ADJ UNCH    1 2
 CG0046
 CG0046.Superseded values are not recommended for survey control.
 CG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0046.See file dsdata.txt to determine how the superseded data were derived.
 CG0046
 CG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA483372(NAD 83)
 CG0046_MARKER: DR = REFERENCE MARK DISK
 CG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0046_STAMPING: PIMA NO 2 1960
 CG0046_PROJECTION: PROJECTING 18 CENTIMETERS
 CG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0046+STABILITY: SURFACE MOTION
 CG0046
 CG0046  HISTORY     - Date     Condition        Report By
 CG0046  HISTORY     - 1960     MONUMENTED       CGS
 CG0046  HISTORY     - 1979     GOOD             NGS
 CG0046
 CG0046                          STATION DESCRIPTION
 CG0046
 CG0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0046'12.20 MI W FROM BENSON.
 CG0046'12.20 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S.
 CG0046'HIGHWAY 80, AT MILEPOST 280, 1.6 MILES EAST OF AMOLE OVERPASS, 52.9
 CG0046'FEET WEST OF TRAVERSE STATION PIMA 1960, 1 FOOT NORTH OF FENCE, SET IN
 CG0046'THE TOP OF 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CG0046
 CG0046                          STATION RECOVERY (1979)
 CG0046
 CG0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0046'11.4 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0046'OVERPASS AT BENSON, AT A 12-FOOT CUT BANK, 100 FEET SOUTH OF THE
 CG0046'CENTERLINE OF THE EASTBOUND LANES, 53 FEET WEST OF THE STATION MARK
 CG0046'AND 1.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0046'THE MARK IS 57 FT  W FROM A WITNESS POST.
 CG0046'THE MARK IS 12 FT ABOVE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0990 ***********************************************************************
 CG0990  DESIGNATION -  PIMACO
 CG0990  PID         -  CG0990
 CG0990  STATE/COUNTY-  AZ/COCHISE
 CG0990  USGS QUAD   -  MESCAL (1983)
 CG0990
 CG0990                         *CURRENT SURVEY CONTROL
 CG0990  ___________________________________________________________________
 CG0990* NAD 83(1992)-  31 57 47.55303(N)    110 27 04.67363(W)     ADJUSTED  
 CG0990* NAVD 88     -      1264.8    (meters)    4150.     (feet)  VERTCON   
 CG0990  ___________________________________________________________________
 CG0990  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG0990  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0990  HORZ ORDER  -  FIRST
 CG0990
 CG0990.The horizontal coordinates were established by classical geodetic methods
 CG0990.and adjusted by the National Geodetic Survey in August 1993.
 CG0990
 CG0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0990
 CG0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0990
 CG0990.The geoid height was determined by GEOID03.
 CG0990
 CG0990;                    North         East     Units Scale Factor Converg.
 CG0990;SPC AZ E     -   106,823.202   186,456.177   MT  0.99990892   -0 09 02.4
 CG0990;SPC AZ E     -   350,469.82    611,732.86   iFT  0.99990892   -0 09 02.4
 CG0990;SPC AZ C     -   107,725.633   351,875.367   MT  1.00013655   +0 46 33.1
 CG0990;SPC AZ C     -   353,430.55  1,154,446.74   iFT  1.00013655   +0 46 33.1
 CG0990;UTM  12      - 3,536,489.150   551,848.850   MT  0.99963315   +0 17 25.7
 CG0990
 CG0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0990!SPC AZ E     -   0.99980581  x   0.99990892  =   0.99971475
 CG0990!SPC AZ C     -   0.99980581  x   1.00013655  =   0.99994234
 CG0990!UTM  12      -   0.99980581  x   0.99963315  =   0.99943903
 CG0990
 CG0990|---------------------------------------------------------------------|
 CG0990| PID    Reference Object                     Distance      Geod. Az  |
 CG0990|                                                           dddmmss.s |
 CG0990| CG0987 HIGHWAY 80 STA 1953+35.7 4148.73     31.155 METERS 00314     |
 CG0990| CC7992 PIMACO RM 1                         135.450 METERS 09843     |
 CG0990| CG0991 BOUNDARY CNTY COCHISE PIMA           29.175 METERS 18023     |
 CG0990| CC7993 PIMACO RM 2 AZIMUTH                                2834929.7 |
 CG0990|---------------------------------------------------------------------|
 CG0990
 CG0990                          SUPERSEDED SURVEY CONTROL
 CG0990
 CG0990  NAD 83(1986)-  31 57 47.54791(N)    110 27 04.67178(W) AD(       ) 1
 CG0990  NAD 27      -  31 57 47.26200(N)    110 27 02.41200(W) AD(       ) 1
 CG0990  NGVD 29 (07/19/86) 1264.0    (m)         4147.     (f) VERT ANG    3  
 CG0990
 CG0990.Superseded values are not recommended for survey control.
 CG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0990.See file dsdata.txt to determine how the superseded data were derived.
 CG0990
 CG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5184936489(NAD 83)
 CG0990_MARKER: DD = SURVEY DISK
 CG0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0990
 CG0990  HISTORY     - Date     Condition        Report By
 CG0990  HISTORY     - 1935     MONUMENTED       CGS
 CG0990  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0990  HISTORY     - 1960     MARK NOT FOUND   CGS
 CG0990
 CG0990                          STATION DESCRIPTION
 CG0990
 CG0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0990'STATION IS LOCATED ON THE BOUNDARY OF PIMA AND COCHISE COUNTIES,
 CG0990'ABOUT 7.0 MILES, WEST, AIRLINE FROM BENSON, AT THE POINT WHERE
 CG0990'U.S. HIGHWAY 80 CROSSES THE COUNTY BOUNDARY, TO THE SOUTH OF THE
 CG0990'CENTER OF THE HIGHWAY ABOUT 15 PACES, AND 2 PACES INSIDE THE SOUTH
 CG0990'HIGHWAY BOUNDARY.
 CG0990'
 CG0990'STATION IS REACHED FROM BENSON VIA U.S. HIGHWAY 80, WEST FOR 8.7
 CG0990'MILES TO THE SIGN DENOTING THE COUNTY BOUNDARY.
 CG0990'
 CG0990'THE COUNTY BOUNDARY MARK IS A BURIED SANDSTONE BOULDER WITH A
 CG0990'CROSS MARKED IN ITS TOP, TO THE SOUTH OF THE STATION.
 CG0990'
 CG0990'THE ARIZONA STATE HIGHWAY DEPARTMENT BENCH MARK IS ACROSS THE
 CG0990'HIGHWAY FROM THE STATION, AND IN THE CONCRETE BASE OF A FEDERAL
 CG0990'PROJECT SIGN WHICH DENOTES THE LIMITS OF F.A.P. 18-D AND 18-C.
 CG0990'THE BENCH MARK IS STAMPED STA. 1953 PLUS 35.7, ELEVATION 4148.73
 CG0990'IN AND ALSO PIMACO, USC AND GS 1935.
 CG0990'
 CG0990'REFERENCE MARK NO. 2, AZIMUTH, IS ABOUT 0.35 MILE WEST, AND ABOUT
 CG0990'20 PACES TO THE SOUTH OF THE CENTER OF THE HIGHWAY, AT A POINT
 CG0990'WHERE THE FIRST APPRECIABLE CUT IS MADE FOR THE HIGHWAY.  IT IS A
 CG0990'FEW PACES DISTANT NORTH OF THE FENCE LINE.
 CG0990'
 CG0990'REFERENCE MARK NO. 1, SET IN SQUARE CONCRETE MONUMENT.
 CG0990
 CG0990                          STATION RECOVERY (1957)
 CG0990
 CG0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG0990'STATION NOT FOUND, PROBABLY DESTROYED IN THE WIDENING OF U.S.
 CG0990'HIGHWAY 80.
 CG0990
 CG0990                          STATION RECOVERY (1960)
 CG0990
 CG0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG0990'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 CG0990'COUNTY BOUNDARY MARK WERE SEARCHED FOR BUT NOT RECOVERED AND ARE
 CG0990'BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  THE
 CG0990'ARIZONA HIGHWAY DEPT. MARK THAT WAS USED AS A REFERENCE MARK WAS
 CG0990'RECOVERED, SEE PIMACO 2 FOR A DESCRIPTION OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0052 ***********************************************************************
 CG0052  DESIGNATION -  PIMACO 2
 CG0052  PID         -  CG0052
 CG0052  STATE/COUNTY-  AZ/COCHISE
 CG0052  USGS QUAD   -  MESCAL (1983)
 CG0052
 CG0052                         *CURRENT SURVEY CONTROL
 CG0052  ___________________________________________________________________
 CG0052* NAD 83(1992)-  31 57 46.47329(N)    110 27 04.69589(W)     ADJUSTED  
 CG0052* NAVD 88     -      1266.528  (meters)    4155.27   (feet)  ADJUSTED  
 CG0052  ___________________________________________________________________
 CG0052  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CG0052  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0052  DYNAMIC HT  -        1264.633 (meters)    4149.05  (feet)  COMP
 CG0052  MODELED GRAV-     979,099.1   (mgal)                       NAVD 88
 CG0052
 CG0052  HORZ ORDER  -  SECOND
 CG0052  VERT ORDER  -  FIRST     CLASS II
 CG0052
 CG0052.The horizontal coordinates were established by classical geodetic methods
 CG0052.and adjusted by the National Geodetic Survey in August 1993.
 CG0052
 CG0052.The orthometric height was determined by differential leveling
 CG0052.and adjusted in June 1991.
 CG0052
 CG0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0052
 CG0052.The geoid height was determined by GEOID03.
 CG0052
 CG0052.The dynamic height is computed by dividing the NAVD 88
 CG0052.geopotential number by the normal gravity value computed on the
 CG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0052.degrees latitude (g = 980.6199 gals.).
 CG0052
 CG0052.The modeled gravity was interpolated from observed gravity values.
 CG0052
 CG0052;                    North         East     Units Scale Factor Converg.
 CG0052;SPC AZ E     -   106,789.948   186,455.505   MT  0.99990892   -0 09 02.4
 CG0052;SPC AZ E     -   350,360.72    611,730.66   iFT  0.99990892   -0 09 02.4
 CG0052;SPC AZ C     -   107,692.366   351,875.232   MT  1.00013655   +0 46 33.0
 CG0052;SPC AZ C     -   353,321.41  1,154,446.30   iFT  1.00013655   +0 46 33.0
 CG0052;UTM  12      - 3,536,455.901   551,848.435   MT  0.99963315   +0 17 25.7
 CG0052
 CG0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0052!SPC AZ E     -   0.99980554  x   0.99990892  =   0.99971448
 CG0052!SPC AZ C     -   0.99980554  x   1.00013655  =   0.99994207
 CG0052!UTM  12      -   0.99980554  x   0.99963315  =   0.99943877
 CG0052
 CG0052|---------------------------------------------------------------------|
 CG0052| PID    Reference Object                     Distance      Geod. Az  |
 CG0052|                                                           dddmmss.s |
 CG0052| CG0987 HIGHWAY 80 STA 1953+35.7 4148.73     64.406 METERS 00205     |
 CG0052| CG0986 MESCAL EL PASO NAT GAS CO TK        APPROX. 1.0 KM 0470523.6 |
 CG0052| CG0053 PIMACO 2 RM 1                        17.078 METERS 09939     |
 CG0052|---------------------------------------------------------------------|
 CG0052
 CG0052                          SUPERSEDED SURVEY CONTROL
 CG0052
 CG0052  NAD 83(1986)-  31 57 46.46858(N)    110 27 04.69402(W) AD(       ) 2
 CG0052  NAD 27      -  31 57 46.16720(N)    110 27 02.41820(W) AD(       ) 2
 CG0052  NGVD 29 (??/??/92) 1265.697  (m)         4152.54   (f) ADJ UNCH    1 2
 CG0052
 CG0052.Superseded values are not recommended for survey control.
 CG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0052.See file dsdata.txt to determine how the superseded data were derived.
 CG0052
 CG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5184836456(NAD 83)
 CG0052_MARKER: DS = TRIANGULATION STATION DISK
 CG0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0052_STAMPING: PIMACO 2 1960
 CG0052_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0052+STABILITY: SURFACE MOTION
 CG0052
 CG0052  HISTORY     - Date     Condition        Report By
 CG0052  HISTORY     - 1960     MONUMENTED       CGS
 CG0052  HISTORY     - 1960     GOOD             CGS
 CG0052  HISTORY     - 1979     GOOD             NGS
 CG0052
 CG0052                          STATION DESCRIPTION
 CG0052
 CG0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG0052'THE STATION IS 10.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE
 CG0052'JUNCTION OF STATE HIGHWAY 86 AT BENSON TO THE PIMA-COCHISE COUNTY
 CG0052'LINE, 97 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 CG0052'LANE, 20.8 FEET EAST OF THE PIMA-COCHISE COUNTY LINE, 4.2 FEET
 CG0052'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 0.2 MILE EAST OF
 CG0052'HIGHWAY MILE POST 282.
 CG0052'
 CG0052'THE STATION, WITH UNDERGROUND MARK, STAMPED PIMACO 2 1960, IS A
 CG0052'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CG0052'
 CG0052'REFERENCE MARK NO. 1, STAMPED PIMACO 2 NO 1 1960, IS A STANDARD
 CG0052'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES, 100 FEET
 CG0052'SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE AND 1 FOOT
 CG0052'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0052'
 CG0052'BENCH MARK (1935), STAMPED PIMACO U.S.C. AND G.S. 1935
 CG0052'4148.73 1953 + 35.7 1933, IS A ARIZONA HIGHWAY DEPT. BRONZE DISK
 CG0052'SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND, 52 FEET
 CG0052'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 25-1/2
 CG0052'FEET NORTH OF THE PIMA COUNTY LINE SIGN, 3 INCHES SOUTH OF A
 CG0052'METAL POST LETTERED F.A.P. 18-D 18-C AND IS ABOUT 2 FEET ABOVE
 CG0052'THE HIGHWAY.
 CG0052
 CG0052                          STATION RECOVERY (1960)
 CG0052
 CG0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0052'9.85 MI W FROM BENSON.
 CG0052'9.85 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0052'80, 75 FEET SOUTHEAST OF PIMA-COCHISE COUNTY SIGN, 4 FEET NORTH OF
 CG0052'FENCE, 74 FEET SOUTH OF CENTERLINE OF EASTBOUND TRAFFIC LANE OF
 CG0052'HIGHWAY, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 CG0052'INCHES.
 CG0052
 CG0052                          STATION RECOVERY (1979)
 CG0052
 CG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0052'9.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0052'OVERPASS AT BENSON, SET ON THE COCHISE-PIMA COUNTY LINE, 0.25 MILE
 CG0052'EAST OF MILE POST 296, 97.5 FEET SOUTH OF THE CENTERLINE OF THE
 CG0052'EASTBOUND LANES, 38 FEET SOUTH OF THE SOUTH LEG OF THE COUNTY
 CG0052'BOUNDARY SIGN, 7 FEET NORTH OF A POWER POLE FOR A POWER LINE CROSSING
 CG0052'THE HIGHWAY AND 4 FEET NORTH OF A FENCE CORNER POST IN THE RIGHT-OF-
 CG0052'WAY FENCE AND IN LINE WITH THE NORTH AND SOUTH FENCE LINE.
 CG0052'THE MARK IS 4 FT  W FROM A WITNESS POST.
 CG0052'THE MARK IS 3 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0053 ***********************************************************************
 CG0053  DESIGNATION -  PIMACO 2 RM 1
 CG0053  PID         -  CG0053
 CG0053  STATE/COUNTY-  AZ/COCHISE
 CG0053  USGS QUAD   -  MESCAL (1983)
 CG0053
 CG0053                         *CURRENT SURVEY CONTROL
 CG0053  ___________________________________________________________________
 CG0053* NAD 83(1986)-  31 57 46.     (N)    110 27 04.     (W)     SCALED    
 CG0053* NAVD 88     -      1266.733  (meters)    4155.94   (feet)  ADJUSTED  
 CG0053  ___________________________________________________________________
 CG0053  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0053  DYNAMIC HT  -        1264.838 (meters)    4149.72  (feet)  COMP
 CG0053  MODELED GRAV-     979,099.1   (mgal)                       NAVD 88
 CG0053
 CG0053  VERT ORDER  -  FIRST     CLASS II
 CG0053
 CG0053.The horizontal coordinates were scaled from a topographic map and have
 CG0053.an estimated accuracy of +/- 6 seconds.
 CG0053
 CG0053.The orthometric height was determined by differential leveling
 CG0053.and adjusted in June 1991.
 CG0053
 CG0053.The geoid height was determined by GEOID03.
 CG0053
 CG0053.The dynamic height is computed by dividing the NAVD 88
 CG0053.geopotential number by the normal gravity value computed on the
 CG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0053.degrees latitude (g = 980.6199 gals.).
 CG0053
 CG0053.The modeled gravity was interpolated from observed gravity values.
 CG0053
 CG0053;                    North         East    Units  Estimated Accuracy
 CG0053;SPC AZ E     -   106,780.      186,470.      MT  (+/- 180 meters Scaled)
 CG0053
 CG0053                          SUPERSEDED SURVEY CONTROL
 CG0053
 CG0053  NGVD 29 (??/??/92) 1265.907  (m)         4153.23   (f) ADJ UNCH    1 2
 CG0053
 CG0053.Superseded values are not recommended for survey control.
 CG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0053.See file dsdata.txt to determine how the superseded data were derived.
 CG0053
 CG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA518364(NAD 83)
 CG0053_MARKER: DR = REFERENCE MARK DISK
 CG0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0053_STAMPING: PIMACO 2 NO 1 1960
 CG0053_PROJECTION: PROJECTING 13 CENTIMETERS
 CG0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0053+STABILITY: SURFACE MOTION
 CG0053
 CG0053  HISTORY     - Date     Condition        Report By
 CG0053  HISTORY     - 1960     MONUMENTED       CGS
 CG0053  HISTORY     - 1979     GOOD             NGS
 CG0053
 CG0053                          STATION DESCRIPTION
 CG0053
 CG0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0053'9.85 MI W FROM BENSON.
 CG0053'9.85 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0053'80, 75 FEET SOUTHEAST OF PIMA-COCHISE COUNTY SIGN, 57 FEET EAST OF
 CG0053'TRIANGULATION STATION PIMACO 2, 1 FOOT NORTH OF FENCE, SET IN THE TOP
 CG0053'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CG0053
 CG0053                          STATION RECOVERY (1979)
 CG0053
 CG0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0053'9.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0053'OVERPASS AT BENSON, SET ON THE COCHISE-PIMA COUNTY LINE, 0.25 MILE
 CG0053'EAST OF MILE POST 296, 100 FEET SOUTH OF THE CENTERLINE OF THE
 CG0053'EASTBOUND LANES, 71 FEET EAST-SOUTHEAST OF THE SOUTH LEG OF THE
 CG0053'COUNTY BOUNDARY SIGN, 56 FEET EAST OF THE STATION MARK AND 1 FOOT
 CG0053'NORTH OF THE RIGHT-OF-WAY FENCE.
 CG0053'THE MARK IS 52 FT  E FROM A WITNESS POST.
 CG0053'THE MARK IS 3 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2281 ***********************************************************************
 DU2281  DESIGNATION -  PINAL MOUNTAIN
 DU2281  PID         -  DU2281
 DU2281  STATE/COUNTY-  AZ/GILA
 DU2281  USGS QUAD   -  PINAL PEAK (1979)
 DU2281
 DU2281                         *CURRENT SURVEY CONTROL
 DU2281  ___________________________________________________________________
 DU2281* NAD 83(1992)-  33 17 35.54985(N)    110 50 09.42746(W)     ADJUSTED  
 DU2281* NAVD 88     -      2392.8    (meters)    7850.     (feet)  VERTCON   
 DU2281  ___________________________________________________________________
 DU2281  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 DU2281  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DU2281  HORZ ORDER  -  THIRD
 DU2281
 DU2281.The horizontal coordinates were established by classical geodetic methods
 DU2281.and adjusted by the National Geodetic Survey in August 1993.
 DU2281
 DU2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2281
 DU2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2281
 DU2281.The geoid height was determined by GEOID03.
 DU2281
 DU2281;                    North         East     Units Scale Factor Converg.
 DU2281;SPC AZ E     -   254,467.013   151,026.494   MT  0.99994789   -0 22 02.6
 DU2281;SPC AZ E     -   834,865.53    495,493.75   iFT  0.99994789   -0 22 02.6
 DU2281;UTM  12      - 3,683,804.811   515,273.793   MT  0.99960288   +0 05 24.2
 DU2281
 DU2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2281!SPC AZ E     -   0.99962878  x   0.99994789  =   0.99957669
 DU2281!UTM  12      -   0.99962878  x   0.99960288  =   0.99923181
 DU2281
 DU2281                          SUPERSEDED SURVEY CONTROL
 DU2281
 DU2281  NAD 83(1986)-  33 17 35.54914(N)    110 50 09.42792(W) AD(       ) 3
 DU2281  NGVD 29 (04/26/91) 2392.0    (m)         7848.     (f) VERT ANG    3  
 DU2281
 DU2281.Superseded values are not recommended for survey control.
 DU2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2281.See file dsdata.txt to determine how the superseded data were derived.
 DU2281
 DU2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1527483805(NAD 83)
 DU2281_MARKER: DD = SURVEY DISK
 DU2281_SETTING: 80 = SET IN A BOULDER
 DU2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2281+STABILITY: SURFACE MOTION
 DU2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2281+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DU2281
 DU2281  HISTORY     - Date     Condition        Report By
 DU2281  HISTORY     - 1899     MONUMENTED       USGS
 DU2281  HISTORY     - 20081114 GOOD             GEOCAC
 DU2281
 DU2281                          STATION DESCRIPTION
 DU2281
 DU2281'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2281'LOCATED ON NORTHWEST HIGH POINT OF PINAL MTN.
 DU2281'
 DU2281'TO REACH NOT GIVEN.
 DU2281'
 DU2281'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN LARGE
 DU2281'ROCK.
 DU2281'
 DU2281'RM 1--TRIMMED DEAD TREE.
 DU2281
 DU2281                          STATION RECOVERY (2008)
 DU2281
 DU2281'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2281'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU2281'THE DESCRIPTION - THE DISK IS STAMPED  U.S.G.S  WITH A SMALL TRIANGLE
 DU2281'(NOT CENTERED ON THE DISK) AND WITH  B.M. .
 DU2281'THE STATION IS LOCATED ON SIGNAL PEAK AND THE MARK IS SET ON TOP OF A
 DU2281'1.0 FOOT BY 0.8 FOOT RECTANGULAR OBJECT THAT IS COVERED BY A THIN
 DU2281'COATING OF CEMENT PROJECTING 1.0 FEET ABOVE GROUND, LOCATED UNDER A
 DU2281'LOOKOUT TOWER, 7.2 FEET SOUTHEAST OF THE NORTHWEST TOWER LEG, 3.2 FEET
 DU2281'SOUTHWEST OF THE NORTHWEST CORNER OF A BUILDING, 4.8 FEET NORTHWEST OF
 DU2281'A USDA FOREST SERVICE STATION WITH THE STAMPING SIGNAL PEAK 1934.
 DU2281' 
 DU2281'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF US-60 AND
 DU2281'SR-188/RUSSELL ROAD IN GLOBE TAKE RUSSELL ROAD SOUTH FOR 2.6 MILES TO
 DU2281'THE END OF PAVEMENT AND FS 55. CONTINUE SOUTH ON FS 55 FOR 3.6 MILES
 DU2281'TO THE INTERSECTION WITH FS 651. TURN RIGHT AND GO SOUTH ON FS 651 FOR
 DU2281'5.4 MILES TO THE INTERSECTION WITH FS 899.
 DU2281'CONTINUE EAST ON FS 651 FOR 3.5 MILES TO A Y INTERSECTION. TURN LEFT
 DU2281'AND CONTINUE EAST ON FS 615 FOR 1.1 MILES TO THE INTERSECTION WITH FS
 DU2281'651B AND A LOCKED GATE ON THE RIGHT. TURN RIGHT AND GO WEST ON FS 651B
 DU2281'FOR 0.4 MILES TO THE TOWER AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1996 ***********************************************************************
 DU1996  DESIGNATION -  PINAL PEAK LOOKOUT TOWER
 DU1996  PID         -  DU1996
 DU1996  STATE/COUNTY-  AZ/GILA
 DU1996  USGS QUAD   -  PINAL PEAK (1979)
 DU1996
 DU1996                         *CURRENT SURVEY CONTROL
 DU1996  ___________________________________________________________________
 DU1996* NAD 83(1992)-  33 16 56.48379(N)    110 49 16.43814(W)     ADJUSTED  
 DU1996* NAVD 88     -              **(meters)            **(feet)            
 DU1996  ___________________________________________________________________
 DU1996  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DU1996  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DU1996  HORZ ORDER  -  THIRD
 DU1996
 DU1996.The horizontal coordinates were established by classical geodetic methods
 DU1996.and adjusted by the National Geodetic Survey in August 1993.
 DU1996
 DU1996
 DU1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1996
 DU1996.The geoid height was determined by GEOID03.
 DU1996
 DU1996;                    North         East     Units Scale Factor Converg.
 DU1996;SPC AZ E     -   253,254.852   152,389.842   MT  0.99994582   -0 21 33.2
 DU1996;SPC AZ E     -   830,888.62    499,966.67   iFT  0.99994582   -0 21 33.2
 DU1996;UTM  12      - 3,682,603.985   516,646.301   MT  0.99960342   +0 05 53.2
 DU1996
 DU1996                          SUPERSEDED SURVEY CONTROL
 DU1996
 DU1996  NAD 83(1986)-  33 16 56.47796(N)    110 49 16.43855(W) AD(       ) 4
 DU1996  NAD 27      -  33 16 56.26400(N)    110 49 14.02700(W) AD(       ) 3
 DU1996
 DU1996.Superseded values are not recommended for survey control.
 DU1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1996.See file dsdata.txt to determine how the superseded data were derived.
 DU1996
 DU1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1664682604(NAD 83)
 DU1996_MARKER: 57 = LOOKOUT TOWER
 DU1996
 DU1996  HISTORY     - Date     Condition        Report By
 DU1996  HISTORY     - 1947     FIRST OBSERVED   CGS
 DU1996
 DU1996                          STATION DESCRIPTION
 DU1996
 DU1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU1996'STATION IS THE CENTER OF THE U.S. FOREST SERVICE, STRUCTURAL
 DU1996'STEEL LOOKOUT TOWER LOCATED ABOUT 9 MILES AIRLINE SOUTH OF GLOBE
 DU1996'ON A SHARP WOODED PEAK KNOWN AS PINAL PEAK.  THE TOWER IS
 DU1996'ABOUT 80 FEET HIGH AND WAS CONNECTED BY TRAVERSE TO TRIANGULATION
 DU1996'STATION PINAL 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1115 ***********************************************************************
 ET1115  DESIGNATION -  PINE
 ET1115  PID         -  ET1115
 ET1115  STATE/COUNTY-  AZ/MOHAVE
 ET1115  USGS QUAD   -  DIAMOND JOE PEAK (1967)
 ET1115
 ET1115                         *CURRENT SURVEY CONTROL
 ET1115  ___________________________________________________________________
 ET1115* NAD 83(1992)-  34 46 08.04633(N)    113 51 13.71183(W)     ADJUSTED  
 ET1115* NAVD 88     -      2155.3    (meters)    7071.     (feet)  VERTCON   
 ET1115  ___________________________________________________________________
 ET1115  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 ET1115  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 ET1115  HORZ ORDER  -  FIRST
 ET1115
 ET1115.The horizontal coordinates were established by classical geodetic methods
 ET1115.and adjusted by the National Geodetic Survey in August 1993.
 ET1115
 ET1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1115
 ET1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1115
 ET1115.The geoid height was determined by GEOID03.
 ET1115
 ET1115;                    North         East     Units Scale Factor Converg.
 ET1115;SPC AZ W     -   417,957.939   203,857.546   MT  0.99993445   -0 03 33.1
 ET1115;SPC AZ W     - 1,371,253.08    668,823.97   iFT  0.99993445   -0 03 33.1
 ET1115;UTM  12      - 3,851,126.788   238,817.127   MT  1.00044087   -1 37 42.1
 ET1115
 ET1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1115!SPC AZ W     -   0.99966632  x   0.99993445  =   0.99960079
 ET1115!UTM  12      -   0.99966632  x   1.00044087  =   1.00010704
 ET1115
 ET1115:                Primary Azimuth Mark                     Grid Az
 ET1115:SPC AZ W     -  PEAK I                                   068 24 58.6
 ET1115:UTM  12      -  PEAK I                                   069 59 07.6
 ET1115
 ET1115|---------------------------------------------------------------------|
 ET1115| PID    Reference Object                     Distance      Geod. Az  |
 ET1115|                                                           dddmmss.s |
 ET1115| ET1024 PEAK I                              APPROX.54.2 KM 0682125.5 |
 ET1115| ET0977 PEAK N                                             1164725.5 |
 ET1115| CH3922 PINE AZ MK                                         2181957.9 |
 ET1115| CH3925 PINE RM 3                             7.332 METERS 24650     |
 ET1115| EU1188 PEAK A                                             2712819.4 |
 ET1115| FS1259 PEAK C                                             2923812.3 |
 ET1115| FS1184 PEAK D                                             3074903.7 |
 ET1115| CH3923 PINE RM 1                            10.725 METERS 34112     |
 ET1115| FR0972 PEAK H                              APPROX.34.2 KM 3531528.2 |
 ET1115| CH3924 PINE RM 2                            11.672 METERS 35624     |
 ET1115|---------------------------------------------------------------------|
 ET1115
 ET1115                          SUPERSEDED SURVEY CONTROL
 ET1115
 ET1115  NAD 83(1986)-  34 46 08.04678(N)    113 51 13.72060(W) AD(       ) 1
 ET1115  NAD 27      -  34 46 08.01700(N)    113 51 10.92600(W) AD(       ) 1
 ET1115  NGVD 29 (07/19/86) 2154.4    (m)         7068.     (f) VERT ANG    3  
 ET1115
 ET1115.Superseded values are not recommended for survey control.
 ET1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1115.See file dsdata.txt to determine how the superseded data were derived.
 ET1115
 ET1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3881751127(NAD 83)
 ET1115_MARKER: DS = TRIANGULATION STATION DISK
 ET1115_SETTING: 80 = SET IN A BOULDER
 ET1115_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1115
 ET1115  HISTORY     - Date     Condition        Report By
 ET1115  HISTORY     - 1910     MONUMENTED       CGS
 ET1115  HISTORY     - 1925     GOOD             CGS
 ET1115  HISTORY     - 1936     SEE DESCRIPTION  CGS
 ET1115  HISTORY     - 1944     SEE DESCRIPTION  CGS
 ET1115  HISTORY     - 1948     GOOD             CGS
 ET1115  HISTORY     - 1950     GOOD             CGS
 ET1115
 ET1115                          STATION DESCRIPTION
 ET1115
 ET1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 ET1115'STATION IS LOCATED ON THE MORE S ONE OF TWO KNOBS OF THE
 ET1115'HIGHEST PEAK, LOCALLY KNOWN AS PINE PEAK, NEAR THE S END OF THE
 ET1115'HUALPAI MOUNTAINS, ABOUT 18 MILES AIR LINE, 23 MILES BY ROAD AND
 ET1115'TRAIL, S. 67 DEG E. FROM YUCCA, A TOWN ON THE ATCHISON, TOPEKA
 ET1115'AND SANTA FE RAILWAY.
 ET1115'
 ET1115'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL HOLE
 ET1115'IN A LARGE ROCK ABOUT 1-1/2 FEET ABOVE THE SURFACE OF GROUND.
 ET1115'
 ET1115'THE REFERENCE MARK, A LARGE CROSS CUT IN THE S SIDE OF A VERY
 ET1115'LARGE ROCK WHICH IS NEAR THE HIGHEST POINT OF THE PEAK, IS
 ET1115'N 18 DEG 47 MIN W FROM THE STATION.
 ET1115
 ET1115                          STATION RECOVERY (1925)
 ET1115
 ET1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (WM)
 ET1115'FOUND AS DESCRIBED IN GOOD CONDITION.
 ET1115
 ET1115                          STATION RECOVERY (1936)
 ET1115
 ET1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WM)
 ET1115'STATION RECOVERED.  ORIGINAL MARKS IN GOOD CONDITION.  ADDITIONAL
 ET1115'REFERENCE MARK ESTABLISHED.
 ET1115'
 ET1115'STATION IS ABOUT 18 MILES S. 67 DEG E. FROM YUCCA, ON THE S AND
 ET1115'SLIGHTLY LOWER OF TWO KNOLLS FORMING SUMMIT OF HIGHEST PEAK NEAR
 ET1115'S END OF HUALPAI MOUNTAINS KNOWN LOCALLY AS PINE MOUNTAIN.
 ET1115'
 ET1115'STATION MARK IS A BRONZE DISK SET IN A BOULDER ABOUT 1-1/2 FEET
 ET1115'ABOVE GROUND AND 12 METERS S OF HIGHEST ROCK ON PEAK.  IT IS
 ET1115'STAMPED PINE 1910.
 ET1115'
 ET1115'REFERENCE MARK 1 IS A CROSS CUT ON S SIDE OF LARGE BOULDER, ABOUT
 ET1115'5 METERS SW OF HIGHEST ROCK.
 ET1115'
 ET1115'REFERENCE MARK 2 IS A BRONZE DISK SET IN TOP OF LARGE BOULDER
 ET1115'ABOUT 5 FEET SW OF HIGHEST ROCK AND IS STAMPED PINE 1910 1936.
 ET1115'IT IS 4 FEET HIGHER IN ELEVATION THAN STATION MARK.
 ET1115'
 ET1115'TO REACH STATION FROM YUCCA, GO SE ON SIGNAL ROAD FOR 2.6 MILES
 ET1115'TO FORK, THENCE TAKE LEFT FORK (GRADED ROAD) LEADING TO BOREANA
 ET1115'MINE FOR 6.7 MILES TO UNGRADED ROAD LEADING TO RIGHT (SE).
 ET1115'FOLLOW THIS ROAD 6.3 MILES TO THE CORNELL RANCH (OLD HEATH RANCH)
 ET1115'WHICH IS THE END OF TRUCK TRAVEL.  FOLLOW TRAIL SE, NEAR
 ET1115'TELEPHONE LINE, UP A WASH ABOUT 1-1/2 MILES TO A SPRING AND
 ET1115'CONCRETE STOCK TANK.  CONTINUE UP WASH 160 PACES, KEEP RIGHT
 ET1115'FORK OF WASH 125 PACES, THENCE BEAR RIGHT ON UNUSED TRACE OF
 ET1115'OLD ROAD LEADING UP RIDGE ABOUT 1/3 MILE TO OLD CEDAR MINE
 ET1115'ROAD (UNUSED).  TURN LEFT ON OLD CEDAR MINE GRADE AND FOLLOW
 ET1115'IT ABOUT 3 MILES TO FORKS WHERE NEWER GRADE LEADS LEFT TO A LOW
 ET1115'PASS AND OLDER GRADE LEADS RIGHT.  FOLLOW RIGHT-HAND OLD GRADE
 ET1115'ABOUT 6 MILES TO SUMMIT WHERE IT STARTS TO DESCEND TO SE NEAR
 ET1115'SOME OLD BURNED LOGS IN A SMALL SADDLE.  TURN RIGHT (S) AND
 ET1115'FOLLOW AN OLD GRADE AROUND W SIDE OF PEAK ABOUT 1/2 MILE TO
 ET1115'ITS END IN A GROVE OF SMALL PINES, THENCE LEFT (E) UP STEEP
 ET1115'SLOPE ABOUT 300 YARDS TO STATION.  ABOUT A 5-HOUR PACK.  HORSES
 ET1115'CAN BE TAKEN TO STATION.
 ET1115
 ET1115                          STATION RECOVERY (1944)
 ET1115
 ET1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1115'STATION IS 19 MILES (AIR LINE) ESE OF YUCCA AND 15 MILES (AIR
 ET1115'LINE) WNW OF WIKIEUP.  IT IS ON THE S KNOB OF TWO COMPRISING
 ET1115'THE SUMMIT OF A MOUNTAIN KNOWN LOCALLY AS PINE PEAK WHICH IS THE
 ET1115'HIGHEST MOUNTAIN AT THE S END OF THE HUALPAI MOUNTAIN RANGE.  THE
 ET1115'S KNOB OF THE SUMMIT IS SLIGHTLY LOWER THAN THE OTHER.
 ET1115'
 ET1115'STATION MARK IS A BRONZE DISK SET IN BEDROCK 38 FEET S OF THE
 ET1115'HIGHEST POINT OF THE S KNOB OF THE SUMMIT.
 ET1115'
 ET1115'REFERENCE MARK 1 PROJECTS ABOUT 3-1/2 FEET ABOVE THE GROUND AND
 ET1115'IS ABOUT 2-1/2 FEET ABOVE STATION MARK.
 ET1115'
 ET1115'REFERENCE MARK 2 IS STAMPED PINE NO 2 1910 1936 AND PROJECTS
 ET1115'ABOUT 2-1/2 FEET ABOVE THE GROUND.
 ET1115'
 ET1115'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1115'PROJECTING ABOUT 3 FEET ABOVE GROUND AND IS STAMPED PINE NO 3
 ET1115'1944.  IT IS ABOUT 18 INCHES LOWER IN ELEVATION THAN STATION
 ET1115'MARK.
 ET1115'
 ET1115'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 ET1115'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED PINE
 ET1115'1944.  IT IS 4 FEET NE OF A WITNESS POST AND 9 FEET NNW OF ROAD
 ET1115'LEADING TO STATION.
 ET1115'
 ET1115'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON GRADED
 ET1115'ROAD TO SIGNAL FOR 2.6 MILES TO A FORK AND SIGN READING ALAMO
 ET1115'SIGNAL PLANET.  FOLLOWING THE SIGN, TAKE THE RIGHT FORK AND GO
 ET1115'9.5 MILES TO A FORK AND SIGN READING ALAMO SIGNAL.  HERE LEAVE
 ET1115'GRADED ROAD AND TAKE LEFT FORK, A BLADED ROAD, AND GO 3.3 MILES
 ET1115'TO A FORK.  HERE TAKE RIGHT FORK AND GO 1.7 MILES TO THE NEAL
 ET1115'RANCH.  HERE GO THROUGH RANCH YARD AND TURN LEFT ON A TRACK
 ET1115'ROAD AND GO 0.1 MILE TO A FORK.  HERE TAKE RIGHT FORK AND GO
 ET1115'1.3 MILES TO THE AZIMUTH MARK WITNESS POST ON THE LEFT.
 ET1115'CONTINUE 0.6 MILE TO A FORK.  TAKE LEFT FORK, A DIM TRACK
 ET1115'ROAD, AND GO 1.3 MILES TOWARD PINE PEAK TO THE N TO THE END
 ET1115'OF TRUCK TRAVEL.  FROM HERE FOLLOW TRAIL ENE UP THE MAIN WASH TO
 ET1115'THE RIGHT FOR ABOUT 1 MILE.  CONTINUE UP THE MAIN WASH NE FOR
 ET1115'ABOUT 1 MILE TO A CORRAL.  CONTINUE UP THE MAIN WASH ABOUT 100
 ET1115'YARDS AND TURN LEFT (NNW) UP A LOW RIDGE FOR ABOUT 1-1/2 MILES
 ET1115'TOWARD A LOW SADDLE TO THE NE OF THE MAIN PEAK.  ABOUT 1/8
 ET1115'MILE BEFORE REACHING SADDLE TURN LEFT (W) UP THE STEEP
 ET1115'BRUSHY RIDGE TO THE HIGHEST POINT OF THE S KNOB OF THE SUMMIT
 ET1115'AND THE STATION.
 ET1115
 ET1115                          STATION RECOVERY (1948)
 ET1115
 ET1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1115'THE STATION WAS FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK
 ET1115'NO 1 (A CROSS ON A BOULDER) WAS NOT FOUND.
 ET1115'
 ET1115'THE STATION IS ABOUT 19 MILES AIRLINE EAST-SOUTHEAST OF YUCCA, 15
 ET1115'MILES AIRLINE WEST-NORTHWEST OF WIKIEUP, ON THE SOUTH KNOB OF TWO
 ET1115'COMPRISING THE HIGHEST POINT ON SOUTH END OF THE HUALPAI
 ET1115'MOUNTAINS AND THE PEAK IS KNOWN LOCALLY AS PINE PEAK.
 ET1115'
 ET1115'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY TOWARDS SIGNAL
 ET1115'FOR 2.6 MILES TO A FORK.  KEEP RIGHT, STRAIGHT AHEAD AND CONTINUE
 ET1115'FOR 9.5 MILES TO A FORK.  TURN LEFT OFF THE SIGNAL ROAD AND GO 3.3
 ET1115'MILES ON BLADED ROAD TO A FORK.  KEEP RIGHT STRAIGHT AHEAD FOR 1.7
 ET1115'MILES TO THE NEAL RANCH.  PASS THROUGH RANCH YARD AND TURN LEFT
 ET1115'AROUND CORRAL.  GO 0.1 MILE TO A FORK.  TURN RIGHT ON DIM FORK
 ET1115'AND GO 1.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 ET1115'TRACK ROAD FOR 0.6 MILE TO A VERY DIM FORK.  TURN LEFT ON DIM
 ET1115'FORK AND GO ABOUT 1.0 MILE TO A GATE.  PASS THROUGH GATE AND
 ET1115'CONTINUE ABOUT 0.3 MILE TO THE END OF THE ROAD AND TRUCK
 ET1115'TRAVEL.  FROM THE END OF THE ROAD FOLLOW TRAIL
 ET1115'EAST-NORTHEAST UP THE MAIN WASH FOR ABOUT 2 MILES, (THE LAST
 ET1115'MILE TRAIL IS BRUSHY AND HARD TO FOLLOW) TO A POINT WHERE
 ET1115'THE STATION PEAK CAN BE EASILY SEEN TO THE LEFT OR NORTHWEST.
 ET1115'CONTINUE UP THE WASH TO A LOW GREYISH COLORED RIDGE LEADING
 ET1115'TO THE STATION PEAK.  TURN LEFT AND FOLLOW THE CREST OF THE
 ET1115'RIDGE TO A POINT WHERE IT JOINS THE MAIN PEAK JUST BELOW SOME
 ET1115'VERY LARGE OUTCROP.  BEAR RIGHT BELOW OUTCROP WORKING UP THE
 ET1115'STEEP BRUSHY PEAK TO THE SOUTH KNOB AND THE STATION.  A
 ET1115'ROUGH 4 HOUR PACK.
 ET1115'
 ET1115'THE STATION IS A STANDARD BRONZE DISK SET IN A 3 FOOT BOULDER
 ET1115'PROJECTING ABOUT 20 INCHES, AND IS ABOUT 25 FEET SOUTH OF SOME
 ET1115'LARGE BOULDERS FORMING THE HIGHEST POINT.  IT IS STAMPED PINE
 ET1115'1910.
 ET1115'
 ET1115'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 ET1115'LARGE BOULDER ABOUT 5 FEET SOUTHWEST OF THE HIGHEST ROCK AND IS
 ET1115'ABOUT 3 FEET HIGHER THAN THE STATION.  IT IS STAMPED PINE NO 2
 ET1115'1910 1936.
 ET1115'
 ET1115'REFERENCE MARK NO 3 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 ET1115'BOULDER PROJECTING ABOUT 3 FEET AND IS ABOUT 18 INCHES LOWER
 ET1115'THAN THE STATION.  IT IS STAMPED PINE NO 3 1944.
 ET1115'
 ET1115'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 6 INCH
 ET1115'CONCRETE POST PROJECTING ABOUT 6 INCHES, AND IS ABOUT 9 FEET
 ET1115'NORTH NORTHWEST OF TRACK ROAD, 4 FEET NORTHEAST OF A WHITE
 ET1115'WITNESS POST.  IT IS STAMPED PINE 1944.
 ET1115
 ET1115                          STATION RECOVERY (1950)
 ET1115
 ET1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1115'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN 1948.
 ET1115'ALL MARKS ARE IN GOOD CONDITION.  THE ROUTE TO THE STATION USED
 ET1115'IN 1948 IS ADEQUATE.
 ET1115'
 ET1115'NO DISTANCES OR DIRECTIONS WERE MEASURED SINCE NO OBSERVING UNIT
 ET1115'OCCUPIED THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1899 ***********************************************************************
 DU1899  DESIGNATION -  PINE
 DU1899  PID         -  DU1899
 DU1899  STATE/COUNTY-  AZ/MARICOPA
 DU1899  USGS QUAD   -  HAUNTED CANYON (1948)
 DU1899
 DU1899                         *CURRENT SURVEY CONTROL
 DU1899  ___________________________________________________________________
 DU1899* NAD 83(1992)-  33 29 49.44207(N)    111 06 44.85190(W)     ADJUSTED  
 DU1899* NAVD 88     -      1742.3    (meters)    5716.     (feet)  VERTCON   
 DU1899  ___________________________________________________________________
 DU1899  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DU1899  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DU1899  HORZ ORDER  -  THIRD
 DU1899
 DU1899.The horizontal coordinates were established by classical geodetic methods
 DU1899.and adjusted by the National Geodetic Survey in August 1993.
 DU1899
 DU1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1899
 DU1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1899
 DU1899.The geoid height was determined by GEOID03.
 DU1899
 DU1899;                    North         East     Units Scale Factor Converg.
 DU1899;SPC AZ C     -   277,164.643   288,085.049   MT  0.99996882   +0 26 37.9
 DU1899;SPC AZ C     -   909,332.82    945,160.92   iFT  0.99996882   +0 26 37.9
 DU1899;SPC AZ E     -   277,275.536   125,478.836   MT  0.99999518   -0 31 19.2
 DU1899;SPC AZ E     -   909,696.64    411,675.97   iFT  0.99999518   -0 31 19.2
 DU1899;UTM  12      - 3,706,399.726   489,553.862   MT  0.99960135   -0 03 43.4
 DU1899
 DU1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1899!SPC AZ C     -   0.99973092  x   0.99996882  =   0.99969975
 DU1899!SPC AZ E     -   0.99973092  x   0.99999518  =   0.99972611
 DU1899!UTM  12      -   0.99973092  x   0.99960135  =   0.99933238
 DU1899
 DU1899|---------------------------------------------------------------------|
 DU1899| PID    Reference Object                     Distance      Geod. Az  |
 DU1899|                                                           dddmmss.s |
 DU1899| DU1921 PINE RM 1                                          00336     |
 DU1899| DU1887 GOVT HILL                           APPROX.10.4 KM 1691042.1 |
 DU1899|---------------------------------------------------------------------|
 DU1899
 DU1899                          SUPERSEDED SURVEY CONTROL
 DU1899
 DU1899  NAD 83(1986)-  33 29 49.43844(N)    111 06 44.85320(W) AD(       ) 3
 DU1899  NGVD 29 (09/20/88) 1741.6    (m)         5714.     (f) VERT ANG    3  
 DU1899
 DU1899.Superseded values are not recommended for survey control.
 DU1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1899.See file dsdata.txt to determine how the superseded data were derived.
 DU1899
 DU1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8955406400(NAD 83)
 DU1899_MARKER: DS = TRIANGULATION STATION DISK
 DU1899_SETTING: 80 = SET IN A BOULDER
 DU1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1899+STABILITY: SURFACE MOTION
 DU1899
 DU1899  HISTORY     - Date     Condition        Report By
 DU1899  HISTORY     - 1946     MONUMENTED       USGS
 DU1899  HISTORY     - 1963     GOOD             USGS
 DU1899
 DU1899                          STATION DESCRIPTION
 DU1899
 DU1899'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1899'LOCATED ABOUT 2 MI E. OF REEVIS RANCH.  ON LOW, PINE-COVERED
 DU1899'RIDGE.
 DU1899'
 DU1899'TO REACH FROM REEVIS RANCH, FOLLOW CAMPAIGN CREEK TO PINE CREEK.
 DU1899'TURN UP PINE CREEK ABOUT 1 MI.  CLIMB E. TO SUMMIT OF RIDGE,
 DU1899'HIGHEST POINT AND STATION.  A 1-1/2 HOUR PACK WITH HORSES.
 DU1899'
 DU1899'STATION MARK--STANDARD TABLET STAMPED---PINE 1946---, CEMENTED IN
 DU1899'BOULDER FLUSH WITH GROUND.
 DU1899'
 DU1899'RM 1--DRILL HOLE IN BOULDER.
 DU1899
 DU1899                          STATION RECOVERY (1963)
 DU1899
 DU1899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1899'RECOVERED IN GOOD CONDITION.  RM 1 NOT FOUND.
 DU1899'
 DU1899'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0684 ***********************************************************************
 ER0684  DESIGNATION -  PINE
 ER0684  PID         -  ER0684
 ER0684  STATE/COUNTY-  AZ/APACHE
 ER0684  USGS QUAD   -  CEADRO SPRING (1984)
 ER0684
 ER0684                         *CURRENT SURVEY CONTROL
 ER0684  ___________________________________________________________________
 ER0684* NAD 83(1992)-  34 45 22.71511(N)    109 14 35.51533(W)     ADJUSTED  
 ER0684* NAVD 88     -      1795.53   (+/-2cm)    5890.8    (feet)  VERTCON   
 ER0684  ___________________________________________________________________
 ER0684  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 ER0684  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 ER0684  HORZ ORDER  -  SECOND
 ER0684  VERT ORDER  -  THIRD ? (See Below)
 ER0684
 ER0684.The horizontal coordinates were established by classical geodetic methods
 ER0684.and adjusted by the National Geodetic Survey in August 1993.
 ER0684
 ER0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0684.The vertical order pertains to the NGVD 29 superseded value.
 ER0684
 ER0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0684
 ER0684.The geoid height was determined by GEOID03.
 ER0684
 ER0684;                    North         East     Units Scale Factor Converg.
 ER0684;SPC AZ E     -   416,930.758   297,903.703   MT  0.99998807   +0 31 35.4
 ER0684;SPC AZ E     - 1,367,883.06    977,374.35   iFT  0.99998807   +0 31 35.4
 ER0684;UTM  12      - 3,847,424.884   660,793.740   MT  0.99991867   +1 00 06.3
 ER0684
 ER0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0684!SPC AZ E     -   0.99972187  x   0.99998807  =   0.99970994
 ER0684!UTM  12      -   0.99972187  x   0.99991867  =   0.99964056
 ER0684
 ER0684|---------------------------------------------------------------------|
 ER0684| PID    Reference Object                     Distance      Geod. Az  |
 ER0684|                                                           dddmmss.s |
 ER0684| CS5186 PINE RM 1                            10.191 METERS 01233     |
 ER0684| CS5187 PINE RM 2                            10.140 METERS 19353     |
 ER0684|---------------------------------------------------------------------|
 ER0684
 ER0684                          SUPERSEDED SURVEY CONTROL
 ER0684
 ER0684  NAD 83(1986)-  34 45 22.71289(N)    109 14 35.52283(W) AD(       ) 2
 ER0684  NGVD 29 (01/29/91) 1794.66   (m)         5888.0    (f) LEVELING    3  
 ER0684
 ER0684.Superseded values are not recommended for survey control.
 ER0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0684.See file dsdata.txt to determine how the superseded data were derived.
 ER0684
 ER0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6079447425(NAD 83)
 ER0684_MARKER: DS = TRIANGULATION STATION DISK
 ER0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0684+STABILITY: SURFACE MOTION
 ER0684
 ER0684  HISTORY     - Date     Condition        Report By
 ER0684  HISTORY     - 1982     MONUMENTED       AZDT
 ER0684
 ER0684                          STATION DESCRIPTION
 ER0684
 ER0684'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0684'THE STATION IS LOCATED 18-1/2 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0684'HIGHWAY 666.
 ER0684'
 ER0684'THE STATION MARK IS AN AZDT DISK STAMPED---PINE 1982---.  IT IS SET IN
 ER0684'TOP OF A 10 INCH CONCRETE MONUMET 72 FEET EAST OF THE CENTER LINE OF
 ER0684'THE HIGHWAY AND 2.4 FEET WEST OF THE WITNESS POST.
 ER0684'
 ER0684'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PINE RM 1 1982---.  IT IS
 ER0684'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0684'
 ER0684'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PINE RM 2 1982---.  IT IS
 ER0684'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0684'
 ER0684'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS TRAVEL EAST ON
 ER0684'U.S. HIGHWAY 180 AND STATE ROUTE 61 FOR 0.25 MILE TO U.S. HIGHWAY 666.
 ER0684'TRAVEL NORTHEAST ALONG U.S. 666 FOR 18.9 MILES TO THE STATION AT MILE
 ER0684'POST 339.5 ON TOP OF A 15 FOOT BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1151 ***********************************************************************
 CY1151  DESIGNATION -  PINERY
 CY1151  PID         -  CY1151
 CY1151  STATE/COUNTY-  AZ/COCHISE
 CY1151  USGS QUAD   -  BOWIE MTN SOUTH (1974)
 CY1151
 CY1151                         *CURRENT SURVEY CONTROL
 CY1151  ___________________________________________________________________
 CY1151* NAD 83(1992)-  32 00 26.76836(N)    109 26 23.59332(W)     ADJUSTED  
 CY1151* NAVD 88     -      1531.     (meters)    5023.     (feet)  SCALED    
 CY1151  ___________________________________________________________________
 CY1151  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 CY1151  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CY1151  HORZ ORDER  -  FIRST
 CY1151
 CY1151.The horizontal coordinates were established by classical geodetic methods
 CY1151.and adjusted by the National Geodetic Survey in August 1993.
 CY1151
 CY1151.The orthometric height was scaled from a topographic map.
 CY1151
 CY1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1151
 CY1151.The geoid height was determined by GEOID03.
 CY1151
 CY1151;                    North         East     Units Scale Factor Converg.
 CY1151;SPC AZ E     -   111,922.288   282,024.094   MT  0.99995813   +0 23 06.8
 CY1151;SPC AZ E     -   367,199.11    925,275.90   iFT  0.99995813   +0 23 06.8
 CY1151;UTM  12      - 3,542,323.388   647,357.155   MT  0.99986779   +0 49 37.4
 CY1151
 CY1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1151!SPC AZ E     -   0.99976383  x   0.99995813  =   0.99972197
 CY1151!UTM  12      -   0.99976383  x   0.99986779  =   0.99963165
 CY1151
 CY1151|---------------------------------------------------------------------|
 CY1151| PID    Reference Object                     Distance      Geod. Az  |
 CY1151|                                                           dddmmss.s |
 CY1151| CC7994 PINERY RM 1                          23.352 METERS 00037     |
 CY1151| CY1152 PINERY 2                             25.136 METERS 07929     |
 CY1151| CC7995 PINERY RM 2                          22.470 METERS 09156     |
 CY1151| CC7998 PINERY 2 RM 4                                      0955515.1 |
 CY1151| CC7996 PINERY RM 3 AZIMUTH                                18123     |
 CY1151|---------------------------------------------------------------------|
 CY1151
 CY1151                          SUPERSEDED SURVEY CONTROL
 CY1151
 CY1151  NAD 83(1986)-  32 00 26.76473(N)    109 26 23.58922(W) AD(       ) 1
 CY1151  NAD 27      -  32 00 26.45500(N)    109 26 21.36600(W) AD(       ) 1
 CY1151
 CY1151.Superseded values are not recommended for survey control.
 CY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1151.See file dsdata.txt to determine how the superseded data were derived.
 CY1151
 CY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4735742323(NAD 83)
 CY1151_MARKER: DS = TRIANGULATION STATION DISK
 CY1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1151
 CY1151  HISTORY     - Date     Condition        Report By
 CY1151  HISTORY     - 1935     MONUMENTED       CGS
 CY1151  HISTORY     - 1968     GOOD             USE
 CY1151  HISTORY     - 1973     GOOD             NGS
 CY1151
 CY1151                          STATION DESCRIPTION
 CY1151
 CY1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1151'STATION IS LOCATED JUST SOUTH OF THE JUNCTION OF THE CHIRICAHUA
 CY1151'NATIONAL MONUMENT HIGHWAY AND ROAD TO DOUGLAS-BISBEE, TO THE
 CY1151'NORTH AND EAST OF JUNCTION, AND APPROXIMATELY AT THE CORNER
 CY1151'COMMON TO SECS. 24, 25, 19 AND 30, T. 16 S., R. 28 AND R. 29
 CY1151'E.,
 CY1151'
 CY1151'TO REACH FROM WILLCOX FOLLOW THE CHIRICAHUA NATIONAL MONUMENT
 CY1151'HIGHWAY FOR A DISTANCE OF 34.0 MILES TO THE HIGHWAY JUNCTION
 CY1151'ABOVE MENTIONED.  STATION IS LOCATED ABOUT 50 YARDS NORTH OF
 CY1151'THE JUNCTION, AND 15 PACES EAST OF THE EAST EDGE OF THE ROAD.
 CY1151'
 CY1151'REFERENCE MARKS NOS. 1, 2, AND 3.
 CY1151
 CY1151                          STATION RECOVERY (1968)
 CY1151
 CY1151'RECOVERY NOTE BY US ENGINEERS 1968
 CY1151'MARK IS LOCATED APPROXIMATELY 27.5 AIRMILES (SE) OF WILLCOX,
 CY1151'ARIZONA.  23.0 AIRMILES (S) OF BOWIE, ARIZONA.
 CY1151'
 CY1151'TO REACH MARK FROM INTERSECTION OF ARIZONA HWYS 666 AND 181
 CY1151'IN WILLCOX, ARIZONA, GO (ESE 121 DEG) ON HWY 181 FOR 29.1 MILES
 CY1151'TO INTERSECTION AND STATION SITE.  MARK IS LOCATED 15.1 M
 CY1151'(E 90 DEG) OF CENTERLINE HWY 181.  8.1 M (E 90 DEG) OF FENCE.
 CY1151'48.3 M (N 0 DEG) CENTERLINE ROAD.  41.3 M (N 0 DEG) OF FENCE.
 CY1151'
 CY1151'STATION IS MARKED BY A USC AND GS BRONZE DISK CEMENTED IN A
 CY1151'0.32 X 0.32 M SQUARE MONUMENT PROTRUDING 0.07 M.  STAMPED
 CY1151'PINERY 1935.
 CY1151'
 CY1151'R.M. 1 IS A USC AND GS DISC CEMENTED IN A 0.35 X 0.35 M
 CY1151'CONCRETE MONUMENT PROTRUDING 0.05 M.  STAMPED PINERY NO 1
 CY1151'1935.  IT IS LOCATED 23.34 M (N) OF THE STATION ON A MAG.
 CY1151'AZ. OF 358 DEG AND A DE OF -0.09 M.
 CY1151'
 CY1151'R.M. 2 IS A USC AND GS BRONZE DISC CEMENTED IN A 0.30 X 0.30
 CY1151'M CONCRETE MONUMENT PROTRUDING 0.08 M.  STAMPED PINERY NO
 CY1151'2 1935.  IT IS LOCATED 22.47 M (E) OF STATION AT A MAG. AZ.
 CY1151'OF 90 DEG AND A DE OF +0.12 M.
 CY1151'
 CY1151'AZIMUTH MARK WAS DESTROYED.  PHYSICAL EVIDENCE OF DESTRUCTION
 CY1151'WAS FOUND.
 CY1151'
 CY1151'CONDITION OF ALL EXISTING MARKS IS EXCELLENT.  VIEW IS
 CY1151'EXCELLENT IN ALL DIRECTIONS.
 CY1151
 CY1151                          STATION RECOVERY (1973)
 CY1151
 CY1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CY1151'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CY1151'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK (R.M. NO 3) WAS
 CY1151'DESTROYED BY ROAD CONSTRUCTION, THE MONUMENT WAS FOUND WITH
 CY1151'DISK MISSING.  THE 1935 DISTANCE TO REFERENCE MARK 1 CONTAINED
 CY1151'A 2 METER ERROR.  THE STATION WAS MOVED AT THIS TIME AND
 CY1151'THE STATION MARK WHICH WAS IN USE WAS LEFT IN PLACE.
 CY1151'
 CY1151'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1151'
 CY1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--32 MILES
 CY1151'SOUTH OF WILCOX
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1152 ***********************************************************************
 CY1152  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1152  DESIGNATION -  PINERY 2
 CY1152  PID         -  CY1152
 CY1152  STATE/COUNTY-  AZ/COCHISE
 CY1152  USGS QUAD   -  BOWIE MTN SOUTH (1974)
 CY1152
 CY1152                         *CURRENT SURVEY CONTROL
 CY1152  ___________________________________________________________________
 CY1152* NAD 83(2007)-  32 00 26.91758(N)    109 26 22.65093(W)     ADJUSTED  
 CY1152* NAVD 88     -      1531.02   (meters)    5023.0    (feet)  GPS OBS   
 CY1152  ___________________________________________________________________
 CY1152  EPOCH DATE  -        2007.00
 CY1152  X           -  -1,802,149.373 (meters)                     COMP
 CY1152  Y           -  -5,106,206.191 (meters)                     COMP
 CY1152  Z           -   3,361,931.995 (meters)                     COMP
 CY1152  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 CY1152  ELLIP HEIGHT-        1504.560 (meters)          (02/10/07) ADJUSTED
 CY1152  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CY1152
 CY1152  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY1152  Type    PID    Designation                      North   East  Ellip
 CY1152  -------------------------------------------------------------------
 CY1152  NETWORK CY1152 PINERY 2                          0.69   0.59   1.80
 CY1152  -------------------------------------------------------------------
 CY1152
 CY1152.The horizontal coordinates were established by GPS observations
 CY1152.and adjusted by the National Geodetic Survey in February 2007.
 CY1152
 CY1152.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY1152.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY1152.The horizontal coordinates are valid at the epoch date displayed above.
 CY1152.The epoch date for horizontal control is a decimal equivalence
 CY1152.of Year/Month/Day.
 CY1152
 CY1152.The orthometric height was determined by GPS observations and a
 CY1152.high-resolution geoid model.
 CY1152.The orthometric height was determined by GPS observations and a
 CY1152.high-resolution geoid model using precise GPS observation and
 CY1152.processing techniques.
 CY1152
 CY1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1152
 CY1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1152
 CY1152.The ellipsoidal height was determined by GPS observations
 CY1152.and is referenced to NAD 83.
 CY1152
 CY1152.The geoid height was determined by GEOID03.
 CY1152
 CY1152;                    North         East     Units Scale Factor Converg.
 CY1152;SPC AZ E     -   111,927.050   282,048.796   MT  0.99995817   +0 23 07.3
 CY1152;SPC AZ E     -   367,214.73    925,356.94   iFT  0.99995817   +0 23 07.3
 CY1152;UTM  12      - 3,542,328.340   647,381.816   MT  0.99986788   +0 49 37.9
 CY1152
 CY1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1152!SPC AZ E     -   0.99976381  x   0.99995817  =   0.99972199
 CY1152!UTM  12      -   0.99976381  x   0.99986788  =   0.99963172
 CY1152
 CY1152:                Primary Azimuth Mark                     Grid Az
 CY1152:SPC AZ E     -  PINERY 2 RM 4                            096 19 15.1
 CY1152:UTM  12      -  PINERY 2 RM 4                            095 52 44.5
 CY1152
 CY1152|---------------------------------------------------------------------|
 CY1152| PID    Reference Object                     Distance      Geod. Az  |
 CY1152|                                                           dddmmss.s |
 CY1152| CC7998 PINERY 2 RM 4                                      0964222.4 |
 CY1152| CC7995 PINERY RM 2                                        20258     |
 CY1152| CY1151 PINERY                               25.136 METERS 25929     |
 CY1152| CC7997 PINERY 2 RM 3                         7.024 METERS 33859     |
 CY1152|---------------------------------------------------------------------|
 CY1152
 CY1152                          SUPERSEDED SURVEY CONTROL
 CY1152
 CY1152  NAD 83(1992)-  32 00 26.91735(N)    109 26 22.64975(W) AD(       ) A
 CY1152  ELLIP H (03/22/05) 1504.576  (m)                       GP(       ) 4 1
 CY1152  NAD 83(1992)-  32 00 26.91736(N)    109 26 22.65170(W) AD(       ) 3
 CY1152  NAD 83(1986)-  32 00 26.91373(N)    109 26 22.64760(W) AD(       ) 3
 CY1152  NAD 27      -  32 00 26.60400(N)    109 26 20.42441(W) AD(       ) 3
 CY1152
 CY1152.Superseded values are not recommended for survey control.
 CY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1152.See file dsdata.txt to determine how the superseded data were derived.
 CY1152
 CY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4738242328(NAD 83)
 CY1152_MARKER: DS = TRIANGULATION STATION DISK
 CY1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1152_STAMPING: PINERY 2 1973
 CY1152_MARK LOGO: NGS   
 CY1152_PROJECTION: PROJECTING 8 CENTIMETERS
 CY1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1152+STABILITY: SURFACE MOTION
 CY1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1152+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CY1152
 CY1152  HISTORY     - Date     Condition        Report By
 CY1152  HISTORY     - 1973     MONUMENTED       NGS
 CY1152  HISTORY     - 20031030 GOOD             AZ-003
 CY1152
 CY1152                          STATION DESCRIPTION
 CY1152
 CY1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CY1152'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION
 CY1152'OF ARIZONA HIGHWAYS 186 AND 181, 32 MILES SOUTH BY ROAD FROM
 CY1152'WILCOX.  AT POINT WHERE HIGHWAY 186 ENDS AND HIGHWAY 181
 CY1152'LEADS EAST TO CHIRICAHUA NATIONAL MONUMENT AND SOUTH TO
 CY1152'DOUGLAS AND BISBEE.
 CY1152'
 CY1152'THE STATION MARK IS A STANDARD DISK STAMPED, PINERY 2 1973.
 CY1152'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CY1152'4 INCHES.  IT IS 6 FEET SOUTH OF WITNESS POST AND SIGN AND
 CY1152'1-1/2 FEET EAST OF THE EAST RIGHT OF WAY FENCE LINE.  THE
 CY1152'CENTER LINE OF THE NEW ROAD IS NOT KNOWN AT THIS TIME.
 CY1152'
 CY1152'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PINERY NO 2 1935.
 CY1152'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CY1152'2-1/2 INCHES.  IT IS 21 FEET SOUTHEAST OF WITNESS POST, 19
 CY1152'FEET NORTH OF THE NEW WITNESS POST AND 12 FEET WEST OF THE
 CY1152'EAST RIGHT OF WAY FENCE LINE.
 CY1152'
 CY1152'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, PINERY 2 NO 3 1973.
 CY1152'IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 CY1152'1 INCH.  IT IS 1 FOOT EAST OF THE EAST RIGHT OF WAY FENCE
 CY1152'LINE.
 CY1152'
 CY1152'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, PINERY 2 NO 4 1973.
 CY1152'IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS
 CY1152'2-1/2 INCHES.  IT IS 48 FEET NORTH OF THE CENTER LINE OF THE
 CY1152'HIGHWAY, 1 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE LINE
 CY1152'AND 1 FOOT SOUTHWEST OF A BRACED STEEL FENCE POST WITH WITNESS
 CY1152'SIGN.  THE MARK IS 0.3 MILE EAST OF STATION ALONG HIGHWAY 181.
 CY1152'
 CY1152'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1152
 CY1152                          STATION RECOVERY (2003)
 CY1152
 CY1152'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CY1152'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1084 ***********************************************************************
 CG1084  DESIGNATION -  PINO BLANCO
 CG1084  PID         -  CG1084
 CG1084  STATE/COUNTY-  AZ/PIMA
 CG1084  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG1084
 CG1084                         *CURRENT SURVEY CONTROL
 CG1084  ___________________________________________________________________
 CG1084* NAD 83(1992)-  31 59 58.36867(N)    111 12 11.72820(W)     ADJUSTED  
 CG1084* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 CG1084  ___________________________________________________________________
 CG1084  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CG1084  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CG1084  HORZ ORDER  -  THIRD
 CG1084
 CG1084.The horizontal coordinates were established by classical geodetic methods
 CG1084.and adjusted by the National Geodetic Survey in August 1993.
 CG1084
 CG1084.The orthometric height was scaled from a topographic map.
 CG1084
 CG1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1084
 CG1084.The geoid height was determined by GEOID03.
 CG1084
 CG1084;                    North         East     Units Scale Factor Converg.
 CG1084;SPC AZ C     -   111,039.165   280,766.602   MT  0.99995602   +0 22 41.0
 CG1084;SPC AZ C     -   364,301.72    921,150.27   iFT  0.99995602   +0 22 41.0
 CG1084;UTM  12      - 3,540,403.511   480,801.099   MT  0.99960455   -0 06 27.8
 CG1084
 CG1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1084!SPC AZ C     -   0.99983467  x   0.99995602  =   0.99979069
 CG1084!UTM  12      -   0.99983467  x   0.99960455  =   0.99943928
 CG1084
 CG1084|---------------------------------------------------------------------|
 CG1084| PID    Reference Object                     Distance      Geod. Az  |
 CG1084|                                                           dddmmss.s |
 CG1084| CH6109 PINO BLANCO RM 1                      9.838 METERS 00820     |
 CG1084| CH6110 PINO BLANCO RM 2                      6.275 METERS 08543     |
 CG1084| CH6108 PINO BLANCO AZ MK                                  1645841.9 |
 CG1084|---------------------------------------------------------------------|
 CG1084
 CG1084                          SUPERSEDED SURVEY CONTROL
 CG1084
 CG1084  NAD 83(1986)-  31 59 58.36267(N)    111 12 11.72555(W) AD(       ) 3
 CG1084  NAD 27      -  31 59 58.08100(N)    111 12 09.37000(W) AD(       ) 3
 CG1084
 CG1084.Superseded values are not recommended for survey control.
 CG1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1084.See file dsdata.txt to determine how the superseded data were derived.
 CG1084
 CG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA8080140404(NAD 83)
 CG1084_MARKER: DS = TRIANGULATION STATION DISK
 CG1084_SETTING: 66 = SET IN ROCK OUTCROP
 CG1084
 CG1084  HISTORY     - Date     Condition        Report By
 CG1084  HISTORY     - 1936     MONUMENTED       CGS
 CG1084
 CG1084                          STATION DESCRIPTION
 CG1084
 CG1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1084'ON A LOW BUT PROMINENT GRANITE HILL LYING ABOUT 2 MILES NORTH
 CG1084'OF THE BASE OF THE MAIN SAMANIEGO PEAK RANGE, ABOUT 20 MILES
 CG1084'SOUTHWEST OF TUCSON, 10 MILES NORTHWEST OF TWIN BUTTES MINING
 CG1084'CAMP, ABOUT 10 MILES SOUTHEAST OF ROBLES JUNCTION AND 0.2 MILE
 CG1084'EAST OF PINO BLANCO RANCH HOUSE.  MARKED BY A STANDARD BRONZE
 CG1084'DISK. REFERENCE MARK NO. 1, A STANDARD
 CG1084'BRONZE REFERENCE DISK, IS 9.838 METERS (32.28 FEET)
 CG1084'FROM STATION N 8 DEG 20 MIN E. REFERENCE MARK NO. 2, A
 CG1084'STANDARD BRONZE REFERENCE DISK, IS 6.275 METERS (20.59
 CG1084'FEET) FROM STATION N 85 DEG 44 MIN E. THE AZIMUTH MARK,
 CG1084'A STANDARD BRONZE DISK, IN A LARGE FLAT ROCK OUTCROP,
 CG1084'240 FEET SOUTH OF A LONE NORTHEAST FENCE CORNER, AND 55 FEET WEST
 CG1084'OF A NORTH AND SOUTH FENCE, IS ABOUT 0.3 MILE FROM STATION IN
 CG1084'AZIMUTH 344 DEG 58 MIN 43 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0921 ***********************************************************************
 FR0921  DESIGNATION -  PINON
 FR0921  PID         -  FR0921
 FR0921  STATE/COUNTY-  AZ/COCONINO
 FR0921  USGS QUAD   -  CRATER CANYON (1981)
 FR0921
 FR0921                         *CURRENT SURVEY CONTROL
 FR0921  ___________________________________________________________________
 FR0921* NAD 83(1992)-  35 43 49.58801(N)    113 06 55.31692(W)     ADJUSTED  
 FR0921* NAVD 88     -      1872.     (meters)    6142.     (feet)  SCALED    
 FR0921  ___________________________________________________________________
 FR0921  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 FR0921  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 FR0921  HORZ ORDER  -  THIRD
 FR0921
 FR0921.The horizontal coordinates were established by classical geodetic methods
 FR0921.and adjusted by the National Geodetic Survey in August 1993.
 FR0921
 FR0921.The orthometric height was scaled from a topographic map.
 FR0921
 FR0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0921
 FR0921.The geoid height was determined by GEOID03.
 FR0921
 FR0921;                    North         East     Units Scale Factor Converg.
 FR0921;SPC AZ C     -   525,269.039   104,922.563   MT  1.00004485   -0 42 00.3
 FR0921;SPC AZ C     - 1,723,323.62    344,234.13   iFT  1.00004485   -0 42 00.3
 FR0921;UTM  12      - 3,956,114.044   308,686.467   MT  1.00005104   -1 14 08.5
 FR0921
 FR0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0921!SPC AZ C     -   0.99971011  x   1.00004485  =   0.99975495
 FR0921!UTM  12      -   0.99971011  x   1.00005104  =   0.99976114
 FR0921
 FR0921|---------------------------------------------------------------------|
 FR0921| PID    Reference Object                     Distance      Geod. Az  |
 FR0921|                                                           dddmmss.s |
 FR0921| CH3932 PINON RM 1                           15.044 METERS 04942     |
 FR0921| CH3931 PINON AZ MK                                        0530327.0 |
 FR0921| CH3933 PINON RM 2                            9.584 METERS 15252     |
 FR0921|---------------------------------------------------------------------|
 FR0921
 FR0921                          SUPERSEDED SURVEY CONTROL
 FR0921
 FR0921  NAD 83(1986)-  35 43 49.57961(N)    113 06 55.31412(W) AD(       ) 3
 FR0921  NAD 27      -  35 43 49.61800(N)    113 06 52.59000(W) AD(       ) 3
 FR0921
 FR0921.Superseded values are not recommended for survey control.
 FR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0921.See file dsdata.txt to determine how the superseded data were derived.
 FR0921
 FR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0868656114(NAD 83)
 FR0921_MARKER: DS = TRIANGULATION STATION DISK
 FR0921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0921_SP_SET: METAL PIPE IN CONCRETE
 FR0921
 FR0921  HISTORY     - Date     Condition        Report By
 FR0921  HISTORY     - 1936     MONUMENTED       CGS
 FR0921
 FR0921                          STATION DESCRIPTION
 FR0921
 FR0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0921'THE STATION IS ABOUT 14 MILES NORTH AND 17 MILES EAST OF PEACH
 FR0921'SPRINGS AND 1 MILE WEST OF THE OLD GRADED ROAD TO THE BEECHER
 FR0921'RANCH.  THE STATION IS ON A SMOOTH GRASSY RIDGE WHICH EXTENDS
 FR0921'NORTHEAST AND SOUTHWEST AND WHICH IS COVERED WITH SCATTERED SCRUB
 FR0921'TIMBER.  THE STATION RIDGE IS IN THE FIRST ONE NORTH OF AN
 FR0921'EAST-AND-WEST DRAW IN WHICH THERE IS A TRACK ROAD LEADING TO TWO
 FR0921'LARGE EARTH TANKS (NOW DRY).  THE STATION RIDGE CONTINUES
 FR0921'HIGHER TO THE SOUTHWEST AND SLOPES DOWN TO THE NORTHEAST FROM
 FR0921'THE STATION.  THE STATION MARK PROJECTS 8 INCHES.
 FR0921'
 FR0921'STATION MARK IS A STANDARD BRONZE DISK CAST ON A BRONZE ROD
 FR0921'WHICH IS EMBEDDED IN A MASS OF CONCRETE.  REFERENCE MARK NO. 1,
 FR0921'SET INTO A DRILL HOLE IN A BOULDER PROJECTS 4 INCHES AND IS
 FR0921'EAST-NORTHEAST OF THE STATION.  REFERENCE MARK NO. 2, SET INTO A
 FR0921'DRILL HOLE IN A BOULDER PROJECTS 4 INCHES AND IS SOUTHEAST
 FR0921'OF THE STATION.  THE AZIMUTH MARK, SET INTO THE TOP OF A SQUARE
 FR0921'CONCRETE MONUMENT PROJECTS 6 INCHES AND IS EAST-NORTHEAST OF THE
 FR0921'STATION.  IT IS ON THE SAME RIDGE AS THE STATION.
 FR0921'
 FR0921'TO REACH THE STATION FROM THE HUALPAI TRADING POST AND POST
 FR0921'OFFICE IN PEACH SPRINGS, GO IN A GENERAL EASTERLY DIRECTION ON
 FR0921'U.S. HIGHWAY 66 FOR 17.7 MILES TO A GATE IN THE RIGHT-OF-WAY FENCE
 FR0921'ON THE NORTH SIDE OF THE HIGHWAY.  HERE LEAVE U.S. HIGHWAY 66,
 FR0921'TURN LEFT, PASS THROUGH GATE AND GO NORTH ON OLD GRADED ROAD
 FR0921'WHICH IS NOW COVERED WITH GRASS 14.85 MILES TO A BOARD GATE IN A
 FR0921'NORTHEAST-AND-SOUTHWEST FENCE.  PASS THROUGH GATE AND CONTINUE
 FR0921'NORTHWEST ON OLD GRADED ROAD 3.3 MILES TO A GATE (TWO PLAIN
 FR0921'TRACK ROADS TAKE OFF TO THE RIGHT AT 0.7 MILE).  PASS THROUGH
 FR0921'GATE AND CONTINUE 50 FEET ON OLD GRADED ROAD TO A DIM ROAD
 FR0921'ON THE LEFT.  TAKE THIS DIM LEFT FORK AND GO WESTERLY UP DRAW ON
 FR0921'PLAIN TRACK ROAD 0.9 MILE TO A POINT WHERE A ROAD COMES IN ON
 FR0921'THE RIGHT.  HERE CUT BACK SHARPLY TO THE RIGHT AND GO NORTHEAST ON
 FR0921'TRACK ROAD 0.45 MILE TO A POINT WHERE THE ROAD CROSSES A
 FR0921'NORTHEAST-AND-SOUTHWEST RIDGE.  HERE LEAVE ROAD, TURN LEFT AND GO
 FR0921'WEST-SOUTHWEST ACROSS COUNTRY ALONG RIDGE 0.55 MILE TO THE
 FR0921'STATION, PASSING THE AZIMUTH MARK AT 0.35 MILE.  A 1-HOUR AND
 FR0921'45-MINUTE DRIVE FROM PEACH SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0638 ***********************************************************************
 GP0638  DESIGNATION -  PINON
 GP0638  PID         -  GP0638
 GP0638  STATE/COUNTY-  AZ/NAVAJO
 GP0638  USGS QUAD   -  LITTLE BLACK SPOT MTN (1967)
 GP0638
 GP0638                         *CURRENT SURVEY CONTROL
 GP0638  ___________________________________________________________________
 GP0638* NAD 83(1992)-  36 04 58.90080(N)    110 19 50.70322(W)     ADJUSTED  
 GP0638* NAVD 88     -      2137.9    (meters)    7014.     (feet)  VERTCON   
 GP0638  ___________________________________________________________________
 GP0638  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 GP0638  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GP0638  HORZ ORDER  -  FIRST
 GP0638
 GP0638.The horizontal coordinates were established by classical geodetic methods
 GP0638.and adjusted by the National Geodetic Survey in August 1993.
 GP0638
 GP0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0638
 GP0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0638
 GP0638.The geoid height was determined by GEOID03.
 GP0638
 GP0638;                    North         East     Units Scale Factor Converg.
 GP0638;SPC AZ E     -   563,737.199   198,582.556   MT  0.99990269   -0 05 47.9
 GP0638;SPC AZ E     - 1,849,531.49    651,517.57   iFT  0.99990269   -0 05 47.9
 GP0638;UTM  12      - 3,993,364.800   560,254.964   MT  0.99964473   +0 23 39.0
 GP0638
 GP0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0638!SPC AZ E     -   0.99966788  x   0.99990269  =   0.99957060
 GP0638!UTM  12      -   0.99966788  x   0.99964473  =   0.99931273
 GP0638
 GP0638|---------------------------------------------------------------------|
 GP0638| PID    Reference Object                     Distance      Geod. Az  |
 GP0638|                                                           dddmmss.s |
 GP0638| CD4688 PINON RM 1                            7.602 METERS 03940     |
 GP0638| CD4689 PINON RM 2                           15.541 METERS 14748     |
 GP0638| CD4687 PINON AZ MK                                        1900733.0 |
 GP0638|---------------------------------------------------------------------|
 GP0638
 GP0638                          SUPERSEDED SURVEY CONTROL
 GP0638
 GP0638  NAD 83(1986)-  36 04 58.90304(N)    110 19 50.70194(W) AD(       ) 1
 GP0638  NAD 27      -  36 04 58.90200(N)    110 19 48.23000(W) AD(       ) 1
 GP0638  NGVD 29 (07/19/86) 2136.9    (m)         7011.     (f) VERT ANG    3  
 GP0638
 GP0638.Superseded values are not recommended for survey control.
 GP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0638.See file dsdata.txt to determine how the superseded data were derived.
 GP0638
 GP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6025593365(NAD 83)
 GP0638_MARKER: DS = TRIANGULATION STATION DISK
 GP0638_SETTING: 0 = UNSPECIFIED SETTING
 GP0638
 GP0638  HISTORY     - Date     Condition        Report By
 GP0638  HISTORY     - 1951     MONUMENTED       CGS
 GP0638  HISTORY     - 1967     GOOD             USGS
 GP0638
 GP0638                          STATION DESCRIPTION
 GP0638
 GP0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0638'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TREE COVERED
 GP0638'MESA.  IT IS ABOUT 3 MILES AIRLINE WEST OF PINON, ABOUT 18 MILES
 GP0638'AIRLINE NORTH OF POLACCA, AND ABOUT 24 MILES AIRLINE NORTHEAST
 GP0638'OF ORAIBI.
 GP0638'
 GP0638'THE STATION IS ON THE TOP OF A SMALL SAND DUNE THAT PROJECTS ABOUT
 GP0638'4 FEET.  IT IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH IRON
 GP0638'PIPE THAT IS SET IN CONCRETE AND PROJECTS 1 FOOT.  THE DISK IS
 GP0638'STAMPED--PINON 1951.
 GP0638'
 GP0638'REFERENCE MARK NUMBER ONE IS ON THE NORTHEAST END OF THE SAND
 GP0638'DUNE AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 GP0638'DISK WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET IN
 GP0638'CONCRETE AND PROJECTS 1 FOOT.  THE DISK IS STAMPED--PINON NO 1
 GP0638'1951.
 GP0638'
 GP0638'REFERENCE MARK NUMBER TWO IS 12 FEET NORTHWEST OF A 2-FOOT
 GP0638'PINON TREE AND ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A
 GP0638'STANDARD DISK WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT IS
 GP0638'SET IN CONCRETE AND PROJECTS 9 INCHES.  THE DISK IS STAMPED--PINON
 GP0638'NO 2 1951.
 GP0638'
 GP0638'THE AZIMUTH MARK IS ON THE SOUTH RIM OF THE MESA, 58 FEET NORTH OF
 GP0638'A 6-FOOT CAIRN, 42 FEET NORTHWEST OF A CLIFF.  IT IS A STANDARD DISK
 GP0638'SET IN A DRILL HOLE IN BEDROCK THAT IS FLAT ON TOP AND FLUSH WITH
 GP0638'THE GROUND.  THE DISK IS STAMED--PINON 1951.  TO REACH THE MARK
 GP0638'FROM THE STATION GO SOUTH ACROSS THE TOP OF THE MESA TO THE SOUTH
 GP0638'RIM AND THE MARK.
 GP0638'
 GP0638'TO REACH THE STATION FROM THE TRADING POST IN POLACCA GO
 GP0638'NORTHERLY ON THE SHELF ROAD FOR 1.0 MILE TO A GAP IN THE MESA AND
 GP0638'A FORK.  TAKE THE RIGHT FORK AND GO 9.5 MILES TO A WINDMILL AND
 GP0638'A FORK.  TAKE THE RIGHT FORK AND GO 11.45 MILES TO A REVERSE Y
 GP0638'FORK.  TURN SHARP LEFT, SOUTHWESTERLY, AND GO 0.95 MILE TO A
 GP0638'FORK.  TAKE THE LEFT FORK AND GO 0.75 MILE TO A FORK.  TAKE THE
 GP0638'RIGHT FORK AND GO 0.15 MILE TO A GATE IN A FENCE.  GO THROUGH
 GP0638'THE GATE AND CONTINUE ON THE ROAD FOR 0.25 MILE TO A FORK.  TAKE
 GP0638'THE LEFT FORK AND GO 1.3 MILES TO A GRASSY RIDGE ON THE
 GP0638'RIGHT.  TURN RIGHT AND GO UP THE DRAW FOR 0.6 MILE TO A WIRE
 GP0638'FENCE AND THE END OF TRUCK TRAVEL.  FROM THE FENCE PACK
 GP0638'NORTHWESTERLY UP THE SANDY RIDGE TO THE 6-FOOT CAIRN ON THE
 GP0638'RIM AND THE AZIMUTH MARK.  FROM THE AZIMUTH MARK PACK NORTH
 GP0638'ALONG THE TOP OF THE MESA FOR ABOUT 1/2 MILE TO THE STATION.
 GP0638'THIS IS A 1/2 HOUR PACK.
 GP0638'
 GP0638'HEIGHT OF LIGHT ABOVE STATION MARK 3.10 METERS.
 GP0638
 GP0638                          STATION RECOVERY (1967)
 GP0638
 GP0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (HGB)
 GP0638'STATION MARK LEANING SE
 GP0638'
 GP0638'R.M. 1 DESTROYED
 GP0638'
 GP0638'TO REACH FROM THE P.O. AT POLACCA DRIVE EAST FOR 0.7 MI. TO A
 GP0638'ROAD FORK, TAKE THE RIGHT FORK 10.9 MI. NORTH ALONG POLACCA-PINON
 GP0638'ROAD.  TURN RIGHT ON ROAD TO PINON FOR 10.15 MI. TO A DIRT ROAD
 GP0638'INTERSECTION.  TURN LEFT FOR 0.26 MI. TO A TRIPLE FORK, TAKE THE
 GP0638'RIGHT FORK FOR 0.1 MI. TO THREE ROADS AT HOUSES, TAKE THE CORNER
 GP0638'ROAD FOR 0.5 MI. TO A ROAD FORK.  TAKE THE LEFT FORK FOR 1.0 MI.
 GP0638'TO A ROAD INTERSECTION.  TURN SHARP LEFT FOR 0.3 MI. TO A FORK.
 GP0638'TAKE THE RIGHT FORK FOR 0.5 MI. TO A FORK FORK.  TAKE THE LEFT
 GP0638'FORK FOR 0.4 MI. TO A FORK.  TAKE THE LEFT FORK FOR 0.2 MI. TO A
 GP0638'FORK.  TAKE THE RIGHT FORK FOR 0.45 MI. TO A DIM ROAD
 GP0638'INTERSECTION.  TURN LEFT FOR 0.15 MI. TO END OF TRUCK
 GP0638'TRAVEL.  PACK SW TO TOP OF MESA AND ALONG TOP FOR 3/4 MI. AND
 GP0638'STATION.  ABOUT 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0264 ***********************************************************************
 GQ0264  DESIGNATION -  PINON
 GQ0264  PID         -  GQ0264
 GQ0264  STATE/COUNTY-  AZ/COCONINO
 GQ0264  USGS QUAD   -  BUCK PASTURE CANYON (1988)
 GQ0264
 GQ0264                         *CURRENT SURVEY CONTROL
 GQ0264  ___________________________________________________________________
 GQ0264* NAD 83(1992)-  36 53 35.60173(N)    112 10 25.25601(W)     ADJUSTED  
 GQ0264* NAVD 88     -      2066.4    (meters)    6780.     (feet)  VERTCON   
 GQ0264  ___________________________________________________________________
 GQ0264  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GQ0264  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 GQ0264  HORZ ORDER  -  THIRD
 GQ0264
 GQ0264.The horizontal coordinates were established by classical geodetic methods
 GQ0264.and adjusted by the National Geodetic Survey in August 1993.
 GQ0264
 GQ0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0264
 GQ0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0264
 GQ0264.The geoid height was determined by GEOID03.
 GQ0264
 GQ0264;                    North         East     Units Scale Factor Converg.
 GQ0264;SPC AZ C     -   653,652.340   190,452.935   MT  0.99990646   -0 09 15.5
 GQ0264;SPC AZ C     - 2,144,528.67    624,845.59   iFT  0.99990646   -0 09 15.5
 GQ0264;UTM  12      - 4,083,670.394   395,422.465   MT  0.99973473   -0 42 16.8
 GQ0264
 GQ0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0264!SPC AZ C     -   0.99967927  x   0.99990646  =   0.99958576
 GQ0264!UTM  12      -   0.99967927  x   0.99973473  =   0.99941408
 GQ0264
 GQ0264:                Primary Azimuth Mark                     Grid Az
 GQ0264:SPC AZ C     -  NORTH ROAD                               306 28 01.8
 GQ0264:UTM  12      -  NORTH ROAD                               307 01 03.1
 GQ0264
 GQ0264|---------------------------------------------------------------------|
 GQ0264| PID    Reference Object                     Distance      Geod. Az  |
 GQ0264|                                                           dddmmss.s |
 GQ0264| GQ0273 NORTH ROAD                          APPROX. 3.8 KM 3061846.3 |
 GQ0264|---------------------------------------------------------------------|
 GQ0264
 GQ0264                          SUPERSEDED SURVEY CONTROL
 GQ0264
 GQ0264  NAD 83(1986)-  36 53 35.60064(N)    112 10 25.24941(W) AD(       ) 3
 GQ0264  NGVD 29 (05/08/89) 2065.3    (m)         6776.     (f) VERT ANG    3  
 GQ0264
 GQ0264.Superseded values are not recommended for survey control.
 GQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0264.See file dsdata.txt to determine how the superseded data were derived.
 GQ0264
 GQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9542283670(NAD 83)
 GQ0264_MARKER: N = NAIL
 GQ0264_SETTING: 0 = UNSPECIFIED SETTING
 GQ0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0264
 GQ0264  HISTORY     - Date     Condition        Report By
 GQ0264  HISTORY     - 1933     MONUMENTED       USGS
 GQ0264
 GQ0264                          STATION DESCRIPTION
 GQ0264
 GQ0264'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0264'LOCATED 25.7 MI BY RD. E. OF FREDONIA, ABOUT 2.5 MI N. AND 1 MI
 GQ0264'W. OF JOES RESERVOIR, 1.5 MI W. OF ROCK CANYON RESERVOIR, 1 MI S.
 GQ0264'OF NORTH BOUNDARY OF KAIBAB NATIONAL FOREST, 0.5 MI S. OF HEAD OF
 GQ0264'ROCK CANYON.  ON FIRST MAIN RIDGE W. OF SUMMIT VALLEY.  TOP OF
 GQ0264'RIDGE IS COVERED WITH SCATTERED GROWTH OF JUNIPER, PINON, CLIFF
 GQ0264'ROSE AND SAGEBRUSH.
 GQ0264'
 GQ0264'TO REACH FROM FREDONIA, FOLLOW U.S. HWY. 89 6.7 MI SE. TO FORKS
 GQ0264'OF NORTH RD. OR WINTER RD. TO GRAND CANYON BRIDGE.  TAKE RIGHT
 GQ0264'(S.) FORK WHICH GOES BY ROCK CANYON RESERVOIR TO DRAW 0.15 MI
 GQ0264'AFTER PASSING THROUGH GATE IN FOREST BOUNDARY FENCE.  TURN W. DOWN
 GQ0264'DRAW TO HEAD OF ROCK CANYON.  GO 0.5 MI S. UP DRAW TO DIM WAGON
 GQ0264'RD. WHICH LEADS W. TO TOP OF RIDGE, GO S. THROUGH TIMBER TO
 GQ0264'STATION.
 GQ0264'
 GQ0264'STATION MARK--COPPER NAIL AND WASHER IN CENTER OF TRIANGLE
 GQ0264'BLAZED ON NORTH SIDE OF 12-INCH PINON TREE.
 GQ0264'
 GQ0264'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 8-INCH
 GQ0264'JUNIPER TREE, 15.2 FT. NE. OF STATION.
 GQ0264'
 GQ0264'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 5-INCH PINON
 GQ0264'TREE, 25.5 FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1415 ***********************************************************************
 DA1415  DESIGNATION -  PINTA
 DA1415  PID         -  DA1415
 DA1415  STATE/COUNTY-  AZ/YUMA
 DA1415  USGS QUAD   -  ISLA PINTA (1990)
 DA1415
 DA1415                         *CURRENT SURVEY CONTROL
 DA1415  ___________________________________________________________________
 DA1415* NAD 83(1992)-  32 15 47.60070(N)    113 32 33.57987(W)     ADJUSTED  
 DA1415* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 DA1415  ___________________________________________________________________
 DA1415  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DA1415  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DA1415  HORZ ORDER  -  SECOND
 DA1415
 DA1415.The horizontal coordinates were established by classical geodetic methods
 DA1415.and adjusted by the National Geodetic Survey in August 1993.
 DA1415
 DA1415.The orthometric height was scaled from a topographic map.
 DA1415
 DA1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1415
 DA1415.The geoid height was determined by GEOID03.
 DA1415
 DA1415;                    North         East     Units Scale Factor Converg.
 DA1415;SPC AZ W     -   140,076.142   232,894.644   MT  0.99993804   +0 06 38.4
 DA1415;SPC AZ W     -   459,567.40    764,090.04   iFT  0.99993804   +0 06 38.4
 DA1415;UTM  12      - 3,572,450.614   260,486.663   MT  1.00030750   -1 21 28.6
 DA1415
 DA1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1415!SPC AZ W     -   0.99986392  x   0.99993804  =   0.99980197
 DA1415!UTM  12      -   0.99986392  x   1.00030750  =   1.00017138
 DA1415
 DA1415:                Primary Azimuth Mark                     Grid Az
 DA1415:SPC AZ W     -  GRANITE                                  050 17 36.9
 DA1415:UTM  12      -  GRANITE                                  051 45 43.9
 DA1415
 DA1415|---------------------------------------------------------------------|
 DA1415| PID    Reference Object                     Distance      Geod. Az  |
 DA1415|                                                           dddmmss.s |
 DA1415| DA1414 GRANITE                             APPROX.28.7 KM 0502415.3 |
 DA1415| CH3934 PINTA RM                             27.820 METERS 13556     |
 DA1415|---------------------------------------------------------------------|
 DA1415
 DA1415                          SUPERSEDED SURVEY CONTROL
 DA1415
 DA1415  NAD 83(1986)-  32 15 47.58375(N)    113 32 33.58929(W) AD(       ) 2
 DA1415  NAD 27      -  32 15 47.38500(N)    113 32 30.91000(W) AD(       ) 2
 DA1415
 DA1415.Superseded values are not recommended for survey control.
 DA1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1415.See file dsdata.txt to determine how the superseded data were derived.
 DA1415
 DA1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6048772451(NAD 83)
 DA1415_MARKER: DS = TRIANGULATION STATION DISK
 DA1415_SETTING: 66 = SET IN ROCK OUTCROP
 DA1415
 DA1415  HISTORY     - Date     Condition        Report By
 DA1415  HISTORY     - 1920     MONUMENTED       CGS
 DA1415  HISTORY     - 1962     GOOD             USGS
 DA1415
 DA1415                          STATION DESCRIPTION
 DA1415
 DA1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1415'STATION IS REACHED BY TAKING ROAD W FROM BATES WELL PAST
 DA1415'PAPAGO WELL.  THEN CONTINUE WESTWARD FOR ABOUT 12 MILES AND TURN
 DA1415'S INTO OPEN VALLEY ON E SIDE OF THE PINTA MOUNTAINS.  FROM
 DA1415'HERE BACK PACK UP THE CANYON TO ROCKY SADDLE AND CONTINUE ALONG
 DA1415'THE N SIDE OF THE MOUNTAIN WORKING WAY ALONG THE ROCKS ABOUT
 DA1415'THE SAME ELEVATION AS SADDLE UNTIL JUST BELOW HIGHEST PEAK.
 DA1415'THEN GO TOWARD THE N CLIMBING TO RIDGE AND FOLLOW RIDGE
 DA1415'SOUTHWESTWARD, CLIMBING TO PEAK.  THERE IS A SMALL CAVE ABOUT ONE
 DA1415'HUNDRED FEET W OF STATION WHICH OFFERS A SLEEPING PLACE
 DA1415'IF STAYING ON MOUNTAIN ALL NIGHT.  WATER AT PAPAGO WELL
 DA1415'IS 300 FEET DOWN, AND DIFFICULT TO GET.  NO OTHER WATER.
 DA1415'
 DA1415'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1415'HOLE IN OUTCROPPING BEDROCK.
 DA1415'
 DA1415'REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 DA1415'IN A BOULDER.
 DA1415'
 DA1415'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 DA1415
 DA1415                          STATION RECOVERY (1962)
 DA1415
 DA1415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1415'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DA1415'REACHED BY HELICOPTER.  FIELD WORK DONE BY AMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1281 ***********************************************************************
 DU1281  DESIGNATION -  PINTO
 DU1281  PID         -  DU1281
 DU1281  STATE/COUNTY-  AZ/GILA
 DU1281  USGS QUAD   -  TWO BAR MOUNTAIN (1978)
 DU1281
 DU1281                         *CURRENT SURVEY CONTROL
 DU1281  ___________________________________________________________________
 DU1281* NAD 83(1992)-  33 36 02.36069(N)    111 00 13.67474(W)     ADJUSTED  
 DU1281* NAVD 88     -       712.125  (meters)    2336.36   (feet)  ADJUSTED  
 DU1281  ___________________________________________________________________
 DU1281  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DU1281  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DU1281  DYNAMIC HT  -         711.205 (meters)    2333.35  (feet)  COMP
 DU1281  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 DU1281
 DU1281  HORZ ORDER  -  SECOND
 DU1281  VERT ORDER  -  FIRST     CLASS II
 DU1281
 DU1281.The horizontal coordinates were established by classical geodetic methods
 DU1281.and adjusted by the National Geodetic Survey in August 1993.
 DU1281
 DU1281.The orthometric height was determined by differential leveling
 DU1281.and adjusted in June 1991.
 DU1281
 DU1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1281
 DU1281.The geoid height was determined by GEOID03.
 DU1281
 DU1281.The dynamic height is computed by dividing the NAVD 88
 DU1281.geopotential number by the normal gravity value computed on the
 DU1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1281.degrees latitude (g = 980.6199 gals.).
 DU1281
 DU1281.The modeled gravity was interpolated from observed gravity values.
 DU1281
 DU1281;                    North         East     Units Scale Factor Converg.
 DU1281;SPC AZ E     -   288,677.604   135,668.416   MT  0.99997439   -0 27 47.9
 DU1281;SPC AZ E     -   947,105.00    445,106.35   iFT  0.99997439   -0 27 47.9
 DU1281;UTM  12      - 3,717,878.922   499,647.580   MT  0.99960000   -0 00 07.6
 DU1281
 DU1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1281!SPC AZ E     -   0.99989259  x   0.99997439  =   0.99986698
 DU1281!UTM  12      -   0.99989259  x   0.99960000  =   0.99949263
 DU1281
 DU1281:                Primary Azimuth Mark                     Grid Az
 DU1281:SPC AZ E     -  PINTO AZ MK                              125 52 41.5
 DU1281:UTM  12      -  PINTO AZ MK                              125 25 01.2
 DU1281
 DU1281|---------------------------------------------------------------------|
 DU1281| PID    Reference Object                     Distance      Geod. Az  |
 DU1281|                                                           dddmmss.s |
 DU1281| CH6111 PINTO AZ MK                                        1252453.6 |
 DU1281| CH6112 PINTO RM 1                           13.055 METERS 22708     |
 DU1281| CH6113 PINTO RM 2                           10.446 METERS 32109     |
 DU1281|---------------------------------------------------------------------|
 DU1281
 DU1281                          SUPERSEDED SURVEY CONTROL
 DU1281
 DU1281  NAD 83(1986)-  33 36 02.35630(N)    111 00 13.67768(W) AD(       ) 2
 DU1281  NAD 27      -  33 36 02.17500(N)    111 00 11.25600(W) AD(       ) 2
 DU1281  NGVD 29 (07/19/86)  711.5    (m)         2334.     (f) VERT ANG    3  
 DU1281
 DU1281.Superseded values are not recommended for survey control.
 DU1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1281.See file dsdata.txt to determine how the superseded data were derived.
 DU1281
 DU1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9964817879(NAD 83)
 DU1281_MARKER: DS = TRIANGULATION STATION DISK
 DU1281_SETTING: 66 = SET IN ROCK OUTCROP
 DU1281_SP_SET: ROCK OUTCROP
 DU1281_STAMPING: PINTO 1946
 DU1281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1281+STABILITY: POSITION/ELEVATION WELL
 DU1281
 DU1281  HISTORY     - Date     Condition        Report By
 DU1281  HISTORY     - 1947     MONUMENTED       CGS
 DU1281  HISTORY     - 1948     GOOD             USGS
 DU1281  HISTORY     - 1967     GOOD             AMS
 DU1281  HISTORY     - 1979     GOOD             NGS
 DU1281  HISTORY     - 19980701 GOOD             AZDT
 DU1281  HISTORY     - 20030619 MARK NOT FOUND   AZ-007
 DU1281
 DU1281                          STATION DESCRIPTION
 DU1281
 DU1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU1281'STATION IS LOCATED ABOUT 9 MILES AIRLINE EAST-SOUTHEAST OF
 DU1281'ROOSEVELT AND 0.2 MILE WEST OF THE BRIDGE WHERE THE APACHE TRAIL
 DU1281'CROSSES PINTO CREEK.  THE STATION MARK IS STAMPED--PINTO 1946,
 DU1281'SET IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT IS 15
 DU1281'PE
 DU1281'PACES NORTHWEST OF A CATTLE GUARD AND 4 FEET WEST OF A FENCE
 DU1281'LINE.
 DU1281'
 DU1281'REFERENCE MARK NO. 1 IS STAMPED--PINTO NO 1 1946, SET IN
 DU1281'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES AND IS AT THE SAME
 DU1281'ELEVATION AS STATION MARK.
 DU1281'
 DU1281'REFERENCE MARK NO. 2 IS STAMPED--PINTO NO 2 1946, SET IN
 DU1281'OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES AND IS AT THE SAME
 DU1281'ELEVATION AS STATION MARK.
 DU1281'
 DU1281'THE AZIMUTH MARK IS STAMPED--PINTO 1946, SET IN OUTCROPPING
 DU1281'BEDROCK 75 FEET EAST OF AND 30 FEET HIGHER THAN CENTERLINE OF
 DU1281'ROAD AT FIRST CURVE OF ROAD EAST OF THE PINTO CREEK BRIDGE.
 DU1281'
 DU1281'TO REACH THE STATION FROM GLOBE, GO WEST ON U.S. HIGHWAY 60 AND
 DU1281'70, 3.3 MILES TO THE APACHE TRAIL TO RIGHT.  TURN RIGHT, GO 14.9
 DU1281'MILES TO A JUNCTION.  TURN LEFT, GO 3.9 MILES TO AZIMUTH MARK
 DU1281'ON RIGHT AS DESCRIBED ABOVE.  CONTINUE 0.3 MILE TO BRIDGE ACROSS
 DU1281'PINTO CREEK.  CONTINUE 0.2 MILE TO CATTLE GUARD AND STATION ON
 DU1281'LEFT.  A DRIVE STATION.
 DU1281
 DU1281                          STATION RECOVERY (1948)
 DU1281
 DU1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU1281'RECOVERED AS DESCRIBED BY NGS.
 DU1281
 DU1281                          STATION RECOVERY (1967)
 DU1281
 DU1281'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DU1281'MARK AND REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED.
 DU1281'
 DU1281'NO DESCRIPTION CARD FURNISHED FOR THIS STATION
 DU1281
 DU1281                          STATION RECOVERY (1979)
 DU1281
 DU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1281'9.2 MI SE FROM ROOSEVELT.
 DU1281'9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1281'THE POST OFFICE IN ROOSEVELT, 0.2 MILE NORTHWEST OF THE NORTHWEST
 DU1281'END OF A BRIDGE OVER PINTO CREEK, 89 FEET SOUTHEAST OF THE
 DU1281'EXTENDED CENTER OF A GRAVEL ROAD LEADING SOUTH, 79.5 FEET NORTH
 DU1281'OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTH OF A RIGHT-
 DU1281'OF-WAY FENCE.
 DU1281'THE MARK IS 2.1 FT  W FROM A WITNESS POST.
 DU1281'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 DU1281
 DU1281                          STATION RECOVERY (1998)
 DU1281
 DU1281'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1281'RECOVERED AS DESCRIBED.
 DU1281
 DU1281                          STATION RECOVERY (2003)
 DU1281
 DU1281'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (THH)
 DU1281'ROAD RECENTLY WIDENED. FOUND WITNESS POST LEANING AGAINST FENCE.
 DU1281'RECOVERED RM 2 MONUMENT THAT NOW POINTS INTO OPEN AIR WHERE BANK WAS
 DU1281'CUT BACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1900 ***********************************************************************
 DU1900  DESIGNATION -  PINTO
 DU1900  PID         -  DU1900
 DU1900  STATE/COUNTY-  AZ/MARICOPA
 DU1900  USGS QUAD   -  HAUNTED CANYON (1948)
 DU1900
 DU1900                         *CURRENT SURVEY CONTROL
 DU1900  ___________________________________________________________________
 DU1900* NAD 83(1992)-  33 27 42.74571(N)    111 07 07.43637(W)     ADJUSTED  
 DU1900* NAVD 88     -      1826.8    (meters)    5993.     (feet)  VERTCON   
 DU1900  ___________________________________________________________________
 DU1900  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DU1900  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU1900  HORZ ORDER  -  THIRD
 DU1900
 DU1900.The horizontal coordinates were established by classical geodetic methods
 DU1900.and adjusted by the National Geodetic Survey in August 1993.
 DU1900
 DU1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1900
 DU1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1900
 DU1900.The geoid height was determined by GEOID03.
 DU1900
 DU1900;                    North         East     Units Scale Factor Converg.
 DU1900;SPC AZ C     -   273,256.976   287,532.106   MT  0.99996780   +0 26 24.0
 DU1900;SPC AZ C     -   896,512.39    943,346.80   iFT  0.99996780   +0 26 24.0
 DU1900;UTM  12      - 3,702,498.523   488,966.668   MT  0.99960150   -0 03 55.7
 DU1900
 DU1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1900!SPC AZ C     -   0.99971767  x   0.99996780  =   0.99968548
 DU1900!UTM  12      -   0.99971767  x   0.99960150  =   0.99931928
 DU1900
 DU1900|---------------------------------------------------------------------|
 DU1900| PID    Reference Object                     Distance      Geod. Az  |
 DU1900|                                                           dddmmss.s |
 DU1900| DU1922 PINTO RM 1                                         06831     |
 DU1900| DU1904 TRAIL                               APPROX. 7.2 KM 2074924.7 |
 DU1900|---------------------------------------------------------------------|
 DU1900
 DU1900                          SUPERSEDED SURVEY CONTROL
 DU1900
 DU1900  NAD 83(1986)-  33 27 42.74192(N)    111 07 07.43764(W) AD(       ) 3
 DU1900  NGVD 29 (09/20/88) 1826.1    (m)         5991.     (f) VERT ANG    3  
 DU1900
 DU1900.Superseded values are not recommended for survey control.
 DU1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1900.See file dsdata.txt to determine how the superseded data were derived.
 DU1900
 DU1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8896702499(NAD 83)
 DU1900_MARKER: DS = TRIANGULATION STATION DISK
 DU1900_SETTING: 80 = SET IN A BOULDER
 DU1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1900+STABILITY: SURFACE MOTION
 DU1900
 DU1900  HISTORY     - Date     Condition        Report By
 DU1900  HISTORY     - 1946     MONUMENTED       USGS
 DU1900
 DU1900                          STATION DESCRIPTION
 DU1900
 DU1900'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1900'LOCATED ABOUT 2.5 MI S. OF UPPER HORRELL RANCH.  ON PROMINENT,
 DU1900'ISOLATED, CONE-SHAPED PEAK AT HEAD OF CAMPAIGN CREEK.
 DU1900'
 DU1900'TO REACH FROM UPPER HORRELL RANCH ON CAMPAIGN CREEK, FOLLOW
 DU1900'CAMPAIGN CREEK ABOUT 3 MI S. TO SPRINGS.  CLIMB LEFT (E.) TO
 DU1900'SUMMIT AND STATION.  A 2-1/2 HOUR PACK WITH HORSES.
 DU1900'
 DU1900'STATION MARK--STANDARD TABLET STAMPED---PINTO 1946---, CEMENTED IN
 DU1900'BOULDER FLUSH WITH GROUND.
 DU1900'
 DU1900'RM 1--DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2030 ***********************************************************************
 DU2030  DESIGNATION -  PINYON
 DU2030  PID         -  DU2030
 DU2030  STATE/COUNTY-  AZ/MARICOPA
 DU2030  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU2030
 DU2030                         *CURRENT SURVEY CONTROL
 DU2030  ___________________________________________________________________
 DU2030* NAD 83(1992)-  33 35 42.73422(N)    111 08 11.21654(W)     ADJUSTED  
 DU2030* NAVD 88     -      1606.7    (meters)    5271.     (feet)  VERTCON   
 DU2030  ___________________________________________________________________
 DU2030  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DU2030  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU2030  HORZ ORDER  -  FIRST
 DU2030
 DU2030.The horizontal coordinates were established by classical geodetic methods
 DU2030.and adjusted by the National Geodetic Survey in August 1993.
 DU2030
 DU2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2030
 DU2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2030
 DU2030.The geoid height was determined by GEOID03.
 DU2030
 DU2030;                    North         East     Units Scale Factor Converg.
 DU2030;SPC AZ C     -   288,031.695   285,773.976   MT  0.99996463   +0 25 54.2
 DU2030;SPC AZ C     -   944,985.88    937,578.66   iFT  0.99996463   +0 25 54.2
 DU2030;UTM  12      - 3,717,282.812   487,339.767   MT  0.99960198   -0 04 31.8
 DU2030
 DU2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2030!SPC AZ C     -   0.99975221  x   0.99996463  =   0.99971685
 DU2030!UTM  12      -   0.99975221  x   0.99960198  =   0.99935429
 DU2030
 DU2030|---------------------------------------------------------------------|
 DU2030| PID    Reference Object                     Distance      Geod. Az  |
 DU2030|                                                           dddmmss.s |
 DU2030| CH6115 PINYON RM 1                           8.318 METERS 09555     |
 DU2030| CH6116 PINYON RM 2                           7.300 METERS 19753     |
 DU2030| CH6114 PINYON AZ MK                                       2392834.0 |
 DU2030|---------------------------------------------------------------------|
 DU2030
 DU2030                          SUPERSEDED SURVEY CONTROL
 DU2030
 DU2030  NAD 83(1986)-  33 35 42.72978(N)    111 08 11.21754(W) AD(       ) 1
 DU2030  NAD 27      -  33 35 42.55200(N)    111 08 08.77800(W) AD(       ) 1
 DU2030  NGVD 29 (07/19/86) 1606.1    (m)         5269.     (f) VERT ANG    3  
 DU2030
 DU2030.Superseded values are not recommended for survey control.
 DU2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2030.See file dsdata.txt to determine how the superseded data were derived.
 DU2030
 DU2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8734017283(NAD 83)
 DU2030_MARKER: DS = TRIANGULATION STATION DISK
 DU2030_SETTING: 66 = SET IN ROCK OUTCROP
 DU2030
 DU2030  HISTORY     - Date     Condition        Report By
 DU2030  HISTORY     - 1947     MONUMENTED       CGS
 DU2030
 DU2030                          STATION DESCRIPTION
 DU2030
 DU2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2030'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTH OF ROOSEVELT
 DU2030'ON THE HIGHEST POINT OF A CONE SHAPED MOUNTAIN KNOWN LOCALLY AS
 DU2030'PINYON MOUNTAIN.  THE STATION MARK IS STAMPED--PINYON 1946, SET IN
 DU2030'OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES.
 DU2030'
 DU2030'REFERENCE MARK NO. 1 IS STAMPED--PINYON NO 1 1946, SET IN
 DU2030'OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES AND IS 6 INCHES LOWER
 DU2030'THAN THE STATION MARK.
 DU2030'
 DU2030'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--PINYON NO 2 1946,
 DU2030'SET IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES AND IS 12
 DU2030'INCHES LOWER THAN THE STATION MARK.
 DU2030'
 DU2030'THE AZIMUTH MARK IS A BRONZE DISK STAMPED--PINYON 1946, SET IN
 DU2030'OUTCROPPING BEDROCK WHICH PROJECTS 16 INCHES.  IT IS ON THE
 DU2030'MOST WESTERLY POINT OF THE RIDGE THAT RUNS SOUTHWEST FROM THE
 DU2030'STATION.
 DU2030'
 DU2030'TO REACH THE STATION FROM GLOBE, GO WEST ON U.S. HIGHWAY 460 AND
 DU2030'70, 3.3 MILES TO THE APACHE TRAIL TO RIGHT.  TURN RIGHT, GO 14.9
 DU2030'MILES TO JUNCTION.  TURN LEFT, GO 3.9 MILES TO BRIDGE OVER PINTO
 DU2030'CREEK.  CONTINUE 2.5 MILES TO A ROAD LEFT.  TURN LEFT, GO 2.6
 DU2030'MILES TO A FENCE CORNER AND DIM ROAD LEFT JUST BEFORE REACHING
 DU2030'RANCH BUILDINGS.  TURN LEFT THEN RIGHT UP SANDY WASH 0.15 MILE
 DU2030'TO A GATE.  PASS THROUGH GATE, CONTINUE UP WASH 0.5 MILE TO
 DU2030'ANOTHER WAS TO RIGHT.  TURN RIGHT UP WASH, GO 1.4 MILE TO A
 DU2030'GATE AND SMALL CORRAL ON RIGHT.  PASS THROUGH GATE AND FOLLOW
 DU2030'WASH 1.1 MILE TO CONCRETE TANK.  CONTINUE 0.5 MILE TO END OF
 DU2030'TRUCK TRAVEL AT WATER FALL IN MAIN CANYON.  WALK UP CANYON
 DU2030'TO A TRAIL RIGHT JUST AFTER PASSING SECOND WASH ON RIGHT.
 DU2030'FOLLOW TRAIL TO RIGHT UP STEEP GRADE TO CREST OF A RIDGE,
 DU2030'THENCE UP RIDGE WESTERLY TO HIGHEST POINT OF MOUNTAIN AND
 DU2030'STATION.  A 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1905 ***********************************************************************
 DV1905  DESIGNATION -  PIONEER
 DV1905  PID         -  DV1905
 DV1905  STATE/COUNTY-  AZ/MARICOPA
 DV1905  USGS QUAD   -  GLADDEN (1989)
 DV1905
 DV1905                         *CURRENT SURVEY CONTROL
 DV1905  ___________________________________________________________________
 DV1905* NAD 83(1992)-  33 53 30.89868(N)    113 15 43.84937(W)     ADJUSTED  
 DV1905* NAVD 88     -      1068.0    (meters)    3504.     (feet)  VERTCON   
 DV1905  ___________________________________________________________________
 DV1905  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DV1905  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV1905  HORZ ORDER  -  FIRST
 DV1905
 DV1905.The horizontal coordinates were established by classical geodetic methods
 DV1905.and adjusted by the National Geodetic Survey in August 1993.
 DV1905
 DV1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1905
 DV1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1905
 DV1905.The geoid height was determined by GEOID03.
 DV1905
 DV1905;                    North         East     Units Scale Factor Converg.
 DV1905;SPC AZ C     -   321,481.214    88,905.873   MT  1.00009088   -0 45 01.4
 DV1905;SPC AZ C     - 1,054,728.39    291,685.94   iFT  1.00009088   -0 45 01.4
 DV1905;SPC AZ W     -   320,784.055   258,481.310   MT  0.99995842   +0 16 19.3
 DV1905;SPC AZ W     - 1,052,441.13    848,035.79   iFT  0.99995842   +0 16 19.3
 DV1905;UTM  12      - 3,752,475.542   290,807.613   MT  1.00013950   -1 15 42.9
 DV1905
 DV1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1905!SPC AZ C     -   0.99983708  x   1.00009088  =   0.99992795
 DV1905!SPC AZ W     -   0.99983708  x   0.99995842  =   0.99979551
 DV1905!UTM  12      -   0.99983708  x   1.00013950  =   0.99997656
 DV1905
 DV1905:                Primary Azimuth Mark                     Grid Az
 DV1905:SPC AZ C     -  AGUILA RAILROAD WATER TANK               055 35 24.7
 DV1905:SPC AZ W     -  AGUILA RAILROAD WATER TANK               054 34 04.0
 DV1905:UTM  12      -  AGUILA RAILROAD WATER TANK               056 06 06.2
 DV1905
 DV1905|---------------------------------------------------------------------|
 DV1905| PID    Reference Object                     Distance      Geod. Az  |
 DV1905|                                                           dddmmss.s |
 DV1905| DV1884 AGUILA RAILROAD WATER TANK          APPROX. 9.9 KM 0545023.3 |
 DV1905| CH3935 PIONEER RM 1                          3.998 METERS 08818     |
 DV1905| DV1882 EAGLE EYE PEAK                      APPROX. 8.7 KM 0905017.4 |
 DV1905|---------------------------------------------------------------------|
 DV1905
 DV1905                          SUPERSEDED SURVEY CONTROL
 DV1905
 DV1905  NAD 83(1986)-  33 53 30.89918(N)    113 15 43.85122(W) AD(       ) 1
 DV1905  NAD 27      -  33 53 30.79100(N)    113 15 41.14700(W) AD(       ) 1
 DV1905  NGVD 29 (11/27/91) 1067.3    (m)         3502.     (f) VERT ANG    3  
 DV1905
 DV1905.Superseded values are not recommended for survey control.
 DV1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1905.See file dsdata.txt to determine how the superseded data were derived.
 DV1905
 DV1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9080852476(NAD 83)
 DV1905_MARKER: DS = TRIANGULATION STATION DISK
 DV1905_SETTING: 66 = SET IN ROCK OUTCROP
 DV1905_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1905+STABILITY: POSITION/ELEVATION WELL
 DV1905
 DV1905  HISTORY     - Date     Condition        Report By
 DV1905  HISTORY     - 1924     MONUMENTED       CGS
 DV1905  HISTORY     - 1944     GOOD             CGS
 DV1905  HISTORY     - 1962     GOOD             USGS
 DV1905  HISTORY     - 1967     GOOD             AMS
 DV1905  HISTORY     - 1985     GOOD             AZDT
 DV1905
 DV1905                          STATION DESCRIPTION
 DV1905
 DV1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1905'STATION IS ABOUT 5 MILES W AND 3 MILES S OF AGUILA, 2 MILES
 DV1905'SW OF THE USTER OR PIONEER RANCH, AND ON THE HIGHEST POINT
 DV1905'OF A PROMINENT FOOTHILL KNOWN ABOUT AGUILA AS LITTLE HARQUAHAL
 DV1905'THIS PEAK IS STEEP AND ABOUT 1,000 FEET HIGH AND ALMOST ON
 DV1905'LINE FROM AGUILA TO MOUNT HARQUAHAL
 DV1905'
 DV1905'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 DV1905'IN OUTCROPPING BEDROCK.
 DV1905'
 DV1905'THE REFERENCE MARK, A BRONZE REFERENCE DISK SET IN A DRILL
 DV1905'HOLE IN OUTCROPPING BEDROCK, IS 4.01 METERS (13.2 FEET)
 DV1905'FROM STATION N 88 DEG 18 MIN E.
 DV1905'
 DV1905'REACHED FROM AGUILA BY WAY OF THE USTER RANCH AND THENCE FOLLOWING
 DV1905'ROAD LEADING SW TO GOLDEN ABOUT 2 MILES TO FOOT OF PEAK.
 DV1905
 DV1905                          STATION RECOVERY (1944)
 DV1905
 DV1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 DV1905'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 DV1905'STATION NOT OCCUPIED BY OBSERVING UNIT IN 1944, USED ONLY
 DV1905'FOR CHECK ANGLE.
 DV1905'
 DV1905'STATION IS LOCATED ABOUT 6 MILES SE OF AGUILA, ON THE HIGHEST
 DV1905'POINT OF A PROMINENT FOOTHILL KNOWN AS LITTLE HARQUAHAL
 DV1905'
 DV1905'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN OUTCROPPING
 DV1905'BEDROCK.  THE REFERENCE MARK IS 4.01*METERS E OF THE STATION.
 DV1905'
 DV1905'TO REACH STATION FROM THE POST OFFICE IN AGUILA, GO W 5.3
 DV1905'MILES ON U.S. HIGHWAY 60, TURN LEFT THROUGH A GATE ON AN
 DV1905'OLD ROAD JUST AFTER PASSING A HIGHWAY BRIDGE.  GO 0.2 MILE,
 DV1905'TURN LEFT 0.4 MILE, TURN LEFT AGAIN 0.1 MILE TO FENCE.  TURN
 DV1905'RIGHT ALONG FENCE TOWARD HILL FOR 0.3 MILE TO THE END OF TRUCK
 DV1905'TRAVEL.  PACK TO TOP OF HILL.  ABOUT A 3/4-HOUR PACK.  *FROM
 DV1905'1924 DESCRIPTION.
 DV1905
 DV1905                          STATION RECOVERY (1962)
 DV1905
 DV1905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DV1905'TO REACH FROM AGUILA POST OFFICE PROCEED WEST ALONG U.S.
 DV1905'60, 70 FOR 6.6 MILES TO T ROAD SOUTH.  TURN LEFT AND PROCEED
 DV1905'SOUTH 1-1/2 MILES.  STATION IS ON HIGHEST POINT OF MOUNTAIN
 DV1905'ON LEFT.  ABOUT 1 TO 1-1/2 HOUR CLIMB DEPENDING ON ROUTE
 DV1905'TAKEN.
 DV1905
 DV1905                          STATION RECOVERY (1967)
 DV1905
 DV1905'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (MGJ)
 DV1905'THE MARK WAS RECOVERED IN GOOD CONDITION.
 DV1905'
 DV1905'A SLIGHT DIFFERENCE WAS FOUND IN DIRECTION TO R.M. FROM A FENCE.
 DV1905'
 DV1905'CHECK DISTANCE TO R.M. WAS GOOD.
 DV1905'
 DV1905'*STATION STAMPED 1923, BUT DESCRIBED AS 1924.
 DV1905
 DV1905                          STATION RECOVERY (1985)
 DV1905
 DV1905'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1905'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED.  A
 DV1905'NEW ROUTE TO THE STATION FOLLOWS.
 DV1905'
 DV1905'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL WEST ALONG
 DV1905'U.S. HIGHWAY 60 FOR 7.0 MILES TO A TRACK ROAD ON THE LEFT AT MILE POST
 DV1905'77.9.  TURN LEFT AND TRAVEL SOUTH FOR 1.5 MILES TO END OF TRUCK TRAVEL
 DV1905'AT THE BASE OF THE MOUNTAIN ON THE LEFT.  PACK TO THE HIGHEST POINT
 DV1905'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1983 ***********************************************************************
 DU1983  DESIGNATION -  PIONEER
 DU1983  PID         -  DU1983
 DU1983  STATE/COUNTY-  AZ/GILA
 DU1983  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU1983
 DU1983                         *CURRENT SURVEY CONTROL
 DU1983  ___________________________________________________________________
 DU1983* NAD 83(1992)-  33 12 00.72550(N)    110 45 22.97446(W)     ADJUSTED  
 DU1983* NAVD 88     -      2003.     (meters)    6572.     (feet)  SCALED    
 DU1983  ___________________________________________________________________
 DU1983  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DU1983  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DU1983  HORZ ORDER  -  FIRST
 DU1983
 DU1983.The horizontal coordinates were established by classical geodetic methods
 DU1983.and adjusted by the National Geodetic Survey in August 1993.
 DU1983
 DU1983.The orthometric height was scaled from a topographic map.
 DU1983
 DU1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1983
 DU1983.The geoid height was determined by GEOID03.
 DU1983
 DU1983;                    North         East     Units Scale Factor Converg.
 DU1983;SPC AZ E     -   244,107.855   158,379.133   MT  0.99993726   -0 19 22.5
 DU1983;SPC AZ E     -   800,878.79    519,616.58   iFT  0.99993726   -0 19 22.5
 DU1983;UTM  12      - 3,673,508.094   522,706.289   MT  0.99960636   +0 08 00.2
 DU1983
 DU1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1983!SPC AZ E     -   0.99969000  x   0.99993726  =   0.99962728
 DU1983!UTM  12      -   0.99969000  x   0.99960636  =   0.99929648
 DU1983
 DU1983|---------------------------------------------------------------------|
 DU1983| PID    Reference Object                     Distance      Geod. Az  |
 DU1983|                                                           dddmmss.s |
 DU1983| CD2497 PIONEER RM 1                          8.078 METERS 03909     |
 DU1983| DU1984 PIONEER ROCK CAIRN                    5.085 METERS 08208     |
 DU1983| DU1962 MOUNT TURNBULL PEAK                 APPROX.48.3 KM 1064253.5 |
 DU1983| CD2498 PIONEER RM 2                          9.929 METERS 29209     |
 DU1983| CD2496 PIONEER AZ MK                                      3593151.6 |
 DU1983|---------------------------------------------------------------------|
 DU1983
 DU1983                          SUPERSEDED SURVEY CONTROL
 DU1983
 DU1983  NAD 83(1986)-  33 12 00.72123(N)    110 45 22.97377(W) AD(       ) 1
 DU1983  NAD 27      -  33 12 00.50400(N)    110 45 20.58700(W) AD(       ) 1
 DU1983
 DU1983.Superseded values are not recommended for survey control.
 DU1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1983.See file dsdata.txt to determine how the superseded data were derived.
 DU1983
 DU1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2270673508(NAD 83)
 DU1983_MARKER: DS = TRIANGULATION STATION DISK
 DU1983_SETTING: 66 = SET IN ROCK OUTCROP
 DU1983_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DU1983
 DU1983  HISTORY     - Date     Condition        Report By
 DU1983  HISTORY     - 1938     MONUMENTED       CGS
 DU1983  HISTORY     - 1963     GOOD             USGS
 DU1983  HISTORY     - 1967     GOOD             AMS
 DU1983
 DU1983                          STATION DESCRIPTION
 DU1983
 DU1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1983'STATION IS ON HIGHEST POINT OF EL CAPITAN MT. ABOUT 14 MILES SE
 DU1983'OF GLOBE.  EL CAPITAN MT. IS HIGH ROCKY PEAK ABOUT 4.0 MILES
 DU1983'SE OF EL CAPITAN SCHOOLHOUSE.
 DU1983'
 DU1983'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DU1983'SET IN CONCRETE IN OUTCROPPING BEDROCK, IN OUTCROPPING BEDROCK,
 DU1983'AND IN A BOULDER.
 DU1983'
 DU1983'TO REACH STATION FROM EL CAPITAN SCHOOLHOUSE WHICH IS 10.7 MILES
 DU1983'S OF U.S. 70 ON GLOBE-WINKELMAN ROAD, TAKE TRACK ROAD E AND SE
 DU1983'THROUGH SCHOOLYARD AND FOLLOW MAIN-TRAVELED ROAD THROUGH SEVERAL
 DU1983'WIRE GATES 1.9 MILES TO A FORK.  TAKE R FORK SOUTHEASTERLY 1.9
 DU1983'MILES TO FREDERICKS HOUSE IN CANYON AT FOOT OF PEAK, END OF
 DU1983'TRUCK TRAVEL.  FROM HERE PACK S UP DRAW ALONG CATTLE TRAILS TO
 DU1983'SADDLE IN RIDGE.  THENCE E ALONG RIDGE TO HIGHEST POINT AND
 DU1983'STATION.  IT IS A TWO-HOUR PACK WITH INSTRUMENT.
 DU1983'
 DU1983'AZIMUTH MARK IS 30.0 FEET NW OF ROAD ON A BRUSHY HILLSIDE 0.5
 DU1983'MILE BY ROAD N OF FREDERICKS HOUSE.  STATION AND REFERENCE MARKS
 DU1983'ARE ON BARE LEDGE-ROCK AND EASILY LOCATED.
 DU1983
 DU1983                          STATION RECOVERY (1963)
 DU1983
 DU1983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1983'REVISED ROUTE DESCRIPTION--TO REACH FROM POST OFFICE IN GLOBE
 DU1983'PROCEED SE ON FEDERAL HWY 70 FOR 3.6 MI. TO JUNCTION OF FEDERAL
 DU1983'HWY 70 AND STATE HWY 77.  FOLLOW STATE HWY 77 FOR 10.1 MI. TO
 DU1983'GRADED ROAD ON LEFT.  TURN LEFT AND FOLLOW MAIN TRAVELED ROAD 1.8
 DU1983'MI. TO Y-FORK.  TAKE RIGHT FORK UP STEEP GRADE AND GO 1.3 MI. TO
 DU1983'ROAD FORK.  TAKE EITHER FORK SINCE EACH ROAD ENDS UP AT THE SAME
 DU1983'POINT IN A SHORT DISTANCE.  CONTINUE 0.7 MI. TO END OF TRUCK
 DU1983'TRAVEL AT C CORRAL, WATER TANK, AND SMALL BUILDING.  FOLLOW
 DU1983'WELL USED TRAIL UP DRAINAGE, THEN UP LEFT RIDGE ACROSS
 DU1983'DRAINAGE AND UP STEEP GRADE TO SADDLE.  TURN LEFT AND PICK WAY UP
 DU1983'TO HIGH POINT AND STATION.  A 1-1/2 HOUR PACK.
 DU1983
 DU1983                          STATION RECOVERY (1967)
 DU1983
 DU1983'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1983'STATION IS LOCATED APPROXIMATELY 15.0 AIRMILES (S) OF GLOBE,
 DU1983'ARIZONA AND APPROXIMATELY 13.0 AIRMILES (W) OF COOLIDGE DAM.
 DU1983'
 DU1983'TO REACH FROM JCT OF U.S. HWY 70 AND ARIZONA HWY 77 (E) OF GLOBE,
 DU1983'PROCEED (S) ON 77 FOR 10.2 MI TO VAN WINKEL ROAD ON LEFT, TURN
 DU1983'LEFT (E) FOLLOW MAIN TRAVELED ROAD 1.8 MI TO T INTERSECTION,
 DU1983'TURN RIGHT (S) UP STEEP GRADE, FOLLOW MAIN TRAVELED ROAD 3.1 MI TO
 DU1983'T INTERSECTION, TURN LEFT (E) 0.7 MI TO END OF TRUCK TRAVEL AT
 DU1983'GROUP OF SMALL BUILDINGS AND WATER TANK.  PACK (S) UP DRAINAGE
 DU1983'TO SADDLE, THEN UP LEFT RIDGE TO HIGH POINT AND STATION.
 DU1983'
 DU1983'STATION MARK IS A STANDARD USC AND GS DISK STAMPED PIONEER 1938.
 DU1983'
 DU1983'R.M. 1 IS A STANDARD USC AND GS DISK STAMPED PIONEER NO 1 1938.
 DU1983'FROM THE STATION IT IS (NE) ON A MAG AZ 29 DEG AT A DISTANCE OF
 DU1983'26.48 FT AND A DE OF -3.58FT.
 DU1983'
 DU1983'R.M. 2 IS A STANDARD USC AND GS DISK STAMPED PIONEER NO 2 1938.
 DU1983'FROM THE STATION IT IS (W) ON A MAG AZ 283 DEG AT A DISTANCE OF
 DU1983'32.58 FT AND A DE OF -4.88 FT.
 DU1983'
 DU1983'CONDITION OF MARK IS GOOD.
 DU1983'
 DU1983'VIEW FROM TRIPOD, HEIGHT 1.3M, IS GOOD FOR 360 DEG.
 DU1983'
 DU1983'AZ MK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2282 ***********************************************************************
 DU2282  DESIGNATION -  PIONEER
 DU2282  PID         -  DU2282
 DU2282  STATE/COUNTY-  AZ/GILA
 DU2282  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU2282
 DU2282                         *CURRENT SURVEY CONTROL
 DU2282  ___________________________________________________________________
 DU2282* NAD 83(1992)-  33 12 00.73108(N)    110 45 22.78149(W)     ADJUSTED  
 DU2282* NAVD 88     -      2000.7    (meters)    6564.     (feet)  VERTCON   
 DU2282  ___________________________________________________________________
 DU2282  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DU2282  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DU2282  HORZ ORDER  -  THIRD
 DU2282
 DU2282.The horizontal coordinates were established by classical geodetic methods
 DU2282.and adjusted by the National Geodetic Survey in August 1993.
 DU2282
 DU2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2282
 DU2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2282
 DU2282.The geoid height was determined by GEOID03.
 DU2282
 DU2282;                    North         East     Units Scale Factor Converg.
 DU2282;SPC AZ E     -   244,107.998   158,384.132   MT  0.99993725   -0 19 22.4
 DU2282;SPC AZ E     -   800,879.26    519,632.98   iFT  0.99993725   -0 19 22.4
 DU2282;UTM  12      - 3,673,508.277   522,711.285   MT  0.99960636   +0 08 00.3
 DU2282
 DU2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2282!SPC AZ E     -   0.99969031  x   0.99993725  =   0.99962758
 DU2282!UTM  12      -   0.99969031  x   0.99960636  =   0.99929680
 DU2282
 DU2282                          SUPERSEDED SURVEY CONTROL
 DU2282
 DU2282  NAD 83(1986)-  33 12 00.72968(N)    110 45 22.78238(W) AD(       ) 3
 DU2282  NGVD 29 (04/26/91) 2000.0    (m)         6562.     (f) VERT ANG    3  
 DU2282
 DU2282.Superseded values are not recommended for survey control.
 DU2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2282.See file dsdata.txt to determine how the superseded data were derived.
 DU2282
 DU2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2271173508(NAD 83)
 DU2282_MARKER: H = DRILL HOLE
 DU2282_SETTING: 80 = SET IN A BOULDER
 DU2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2282+STABILITY: SURFACE MOTION
 DU2282
 DU2282  HISTORY     - Date     Condition        Report By
 DU2282  HISTORY     - 1900     MONUMENTED       USGS
 DU2282
 DU2282                          STATION DESCRIPTION
 DU2282
 DU2282'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2282'LOCATED ABOUT 5 MI E. OF OLD PIONEER MINING CAMP (STAGE STATION)
 DU2282'ON GLOBE AND RIVERSIDE WAGON RD.  ON HIGHEST POINT OF BLACK RIDGE
 DU2282'WITH BLUFF ON NORTH END.
 DU2282'
 DU2282'TO REACH NOT GIVEN.
 DU2282'
 DU2282'STATION MARK--DRILL HOLE IN LARGE BOULDER UNDER 6-FT HIGH ROCK
 DU2282'MONUMENT.
 DU2282'
 DU2282'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ5638 ***********************************************************************
 AJ5638  DESIGNATION -  PIONEER PARK
 AJ5638  PID         -  AJ5638
 AJ5638  STATE/COUNTY-  AZ/YAVAPAI
 AJ5638  USGS QUAD   -  PRESCOTT (1973)
 AJ5638
 AJ5638                         *CURRENT SURVEY CONTROL
 AJ5638  ___________________________________________________________________
 AJ5638* NAD 83(2007)-  34 36 20.78851(N)    112 29 07.76094(W)     ADJUSTED  
 AJ5638* NAVD 88     -      1676.7    (meters)    5501.     (feet)  GPS OBS   
 AJ5638  ___________________________________________________________________
 AJ5638  EPOCH DATE  -        2007.00
 AJ5638  X           -  -2,010,439.798 (meters)                     COMP
 AJ5638  Y           -  -4,857,109.973 (meters)                     COMP
 AJ5638  Z           -   3,602,893.239 (meters)                     COMP
 AJ5638  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AJ5638  ELLIP HEIGHT-        1650.357 (meters)          (02/10/07) ADJUSTED
 AJ5638  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ5638
 AJ5638  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5638  Type    PID    Designation                      North   East  Ellip
 AJ5638  -------------------------------------------------------------------
 AJ5638  NETWORK AJ5638 PIONEER PARK                      0.57   0.47   0.86
 AJ5638  -------------------------------------------------------------------
 AJ5638
 AJ5638.The horizontal coordinates were established by GPS observations
 AJ5638.and adjusted by the National Geodetic Survey in February 2007.
 AJ5638
 AJ5638.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5638.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5638.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5638.The epoch date for horizontal control is a decimal equivalence
 AJ5638.of Year/Month/Day.
 AJ5638
 AJ5638.The orthometric height was determined by GPS observations and a
 AJ5638.high-resolution geoid model.
 AJ5638
 AJ5638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5638
 AJ5638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5638
 AJ5638.The ellipsoidal height was determined by GPS observations
 AJ5638.and is referenced to NAD 83.
 AJ5638
 AJ5638.The geoid height was determined by GEOID03.
 AJ5638
 AJ5638;                    North         East     Units Scale Factor Converg.
 AJ5638;SPC AZ C     -   399,991.493   161,190.334   MT  0.99993354   -0 19 23.0
 AJ5638;SPC AZ C     - 1,312,308.05    528,839.68   iFT  0.99993354   -0 19 23.0
 AJ5638;UTM  12      - 3,830,329.295   363,794.287   MT  0.99982867   -0 50 37.6
 AJ5638
 AJ5638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5638!SPC AZ C     -   0.99974100  x   0.99993354  =   0.99967456
 AJ5638!UTM  12      -   0.99974100  x   0.99982867  =   0.99956972
 AJ5638
 AJ5638                          SUPERSEDED SURVEY CONTROL
 AJ5638
 AJ5638  NAD 83(1992)-  34 36 20.78809(N)    112 29 07.76062(W) AD(       ) A
 AJ5638  ELLIP H (10/04/01) 1650.358  (m)                       GP(       ) 3 2
 AJ5638
 AJ5638.Superseded values are not recommended for survey control.
 AJ5638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5638.See file dsdata.txt to determine how the superseded data were derived.
 AJ5638
 AJ5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6379430329(NAD 83)
 AJ5638_MARKER: DD = SURVEY DISK
 AJ5638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5638_STAMPING: PIONEER PARK
 AJ5638_MARK LOGO: AZ-025
 AJ5638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5638+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 AJ5638
 AJ5638  HISTORY     - Date     Condition        Report By
 AJ5638  HISTORY     - 20010205 MONUMENTED       AZ-025
 AJ5638  HISTORY     - 20010326 SEE DESCRIPTION  NGS
 AJ5638  HISTORY     - 20071019 GOOD             AZ-025
 AJ5638
 AJ5638                          STATION DESCRIPTION
 AJ5638
 AJ5638'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (WRA)
 AJ5638'THE STATION IS LOCATED IN YAVAPAI COUNTY ABOUT 9.8 MILES (15.8 KM)
 AJ5638'SOUTHWEST OF CHINO VALLEY, 4.5 MILES (7.2 KM) NORTHWEST OF THE
 AJ5638'COUNTY COURTHOUSE IN PRESCOTT AND 4.5 MILES (7.2 KM) SOUTHWEST OF
 AJ5638'ERNEST A. LOVE AIRPORT.
 AJ5638' 
 AJ5638'TO REACH THE STATION FROM THE INTERSECTION OF IRON SPRINGS ROAD
 AJ5638'AND WILLIAMSON VALLEY ROAD (COUNTY ROAD 5) IN PRESCOTT, GO NORTH
 AJ5638'ON WILLIAMSON VALLEY RAOD 2.5 MILES (4.0 KM) TO PIONEER PARKWAY RD.
 AJ5638'PROCEED EASTERLY ON PIONEER PARKWAY RD. 0.5 MILES (0.8 KM) TO A
 AJ5638'SCENIC OVERLOOK PULLOFF.  TAKE PULLOFF 300 FT (91.4 M) TO STATION.
 AJ5638' 
 AJ5638'THE STATION IS A YAVAPAI COUNTY 3.5 INCH ALUMINUM DISK SET IN A 10
 AJ5638'INCH ROUND CONCRETE, APPROXIMATELY 4 FT LONG POURED ATOP ROCK,
 AJ5638'MONUMENT PROJECTS 0.5 FT ABOVE GROUND .  IT IS 90 FT (27.4 M) WEST OF
 AJ5638'THE END OF CURB, 22.4 FT (6.8 M) SOUTH OF PAVEMENT EDGE, AND 2.7 FT
 AJ5638'(0.8
 AJ5638'M) NORTH OF FENCELINE.
 AJ5638' 
 AJ5638' 
 AJ5638' 
 AJ5638'
 AJ5638
 AJ5638                          STATION RECOVERY (2007)
 AJ5638
 AJ5638'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 2007 (WRA)
 AJ5638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1984 ***********************************************************************
 DU1984  DESIGNATION -  PIONEER ROCK CAIRN
 DU1984  PID         -  DU1984
 DU1984  STATE/COUNTY-  AZ/GILA
 DU1984  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU1984
 DU1984                         *CURRENT SURVEY CONTROL
 DU1984  ___________________________________________________________________
 DU1984* NAD 83(1992)-  33 12 00.74811(N)    110 45 22.77998(W)     ADJUSTED  
 DU1984* NAVD 88     -      2003.     (meters)    6572.     (feet)  SCALED    
 DU1984  ___________________________________________________________________
 DU1984  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DU1984  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DU1984  HORZ ORDER  -  SECOND
 DU1984
 DU1984.The horizontal coordinates were established by classical geodetic methods
 DU1984.and adjusted by the National Geodetic Survey in August 1993.
 DU1984
 DU1984.The orthometric height was scaled from a topographic map.
 DU1984
 DU1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1984
 DU1984.The geoid height was determined by GEOID03.
 DU1984
 DU1984;                    North         East     Units Scale Factor Converg.
 DU1984;SPC AZ E     -   244,108.523   158,384.174   MT  0.99993725   -0 19 22.4
 DU1984;SPC AZ E     -   800,880.98    519,633.12   iFT  0.99993725   -0 19 22.4
 DU1984;UTM  12      - 3,673,508.802   522,711.323   MT  0.99960636   +0 08 00.3
 DU1984
 DU1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1984!SPC AZ E     -   0.99969000  x   0.99993725  =   0.99962727
 DU1984!UTM  12      -   0.99969000  x   0.99960636  =   0.99929648
 DU1984
 DU1984                          SUPERSEDED SURVEY CONTROL
 DU1984
 DU1984  NAD 83(1986)-  33 12 00.74384(N)    110 45 22.77930(W) AD(       ) 2
 DU1984  NAD 27      -  33 12 00.52500(N)    110 45 20.40600(W) AD(       ) 2
 DU1984
 DU1984.Superseded values are not recommended for survey control.
 DU1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1984.See file dsdata.txt to determine how the superseded data were derived.
 DU1984
 DU1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2271173509(NAD 83)
 DU1984_MARKER: 72 = CAIRN
 DU1984
 DU1984  HISTORY     - Date     Condition        Report By
 DU1984  HISTORY     - 1900     FIRST OBSERVED   USGS
 DU1984
 DU1984                          STATION DESCRIPTION
 DU1984
 DU1984'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0208 ***********************************************************************
 FQ0208  DESIGNATION -  PIPE
 FQ0208  PID         -  FQ0208
 FQ0208  STATE/COUNTY-  AZ/COCONINO
 FQ0208  USGS QUAD   -  BABBITT WASH (1983)
 FQ0208
 FQ0208                         *CURRENT SURVEY CONTROL
 FQ0208  ___________________________________________________________________
 FQ0208* NAD 83(1992)-  35 07 35.64729(N)    111 10 13.85223(W)     ADJUSTED  
 FQ0208* NAVD 88     -      1745.158  (meters)    5725.57   (feet)  ADJUSTED  
 FQ0208  ___________________________________________________________________
 FQ0208  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 FQ0208  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0208  DYNAMIC HT  -        1742.784 (meters)    5717.78  (feet)  COMP
 FQ0208  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 FQ0208
 FQ0208  HORZ ORDER  -  SECOND
 FQ0208  VERT ORDER  -  FIRST     CLASS II
 FQ0208
 FQ0208.The horizontal coordinates were established by classical geodetic methods
 FQ0208.and adjusted by the National Geodetic Survey in August 1993.
 FQ0208
 FQ0208.The orthometric height was determined by differential leveling
 FQ0208.and adjusted in June 1991.
 FQ0208
 FQ0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0208
 FQ0208.The geoid height was determined by GEOID03.
 FQ0208
 FQ0208.The dynamic height is computed by dividing the NAVD 88
 FQ0208.geopotential number by the normal gravity value computed on the
 FQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0208.degrees latitude (g = 980.6199 gals.).
 FQ0208
 FQ0208.The modeled gravity was interpolated from observed gravity values.
 FQ0208
 FQ0208;                    North         East     Units Scale Factor Converg.
 FQ0208;SPC AZ C     -   457,869.351   281,363.668   MT  0.99995697   +0 25 45.6
 FQ0208;SPC AZ C     - 1,502,196.03    923,109.15   iFT  0.99995697   +0 25 45.6
 FQ0208;UTM  12      - 3,887,092.499   484,464.258   MT  0.99960297   -0 05 53.2
 FQ0208
 FQ0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0208!SPC AZ C     -   0.99972989  x   0.99995697  =   0.99968688
 FQ0208!UTM  12      -   0.99972989  x   0.99960297  =   0.99933297
 FQ0208
 FQ0208|---------------------------------------------------------------------|
 FQ0208| PID    Reference Object                     Distance      Geod. Az  |
 FQ0208|                                                           dddmmss.s |
 FQ0208| FQ0209 PIPE RM 1                            14.713 METERS 05152     |
 FQ0208| FQ0215 TWO GUN                             APPROX. 8.0 KM 0972627.8 |
 FQ0208| FQ0207 PIPE RM 2                            20.862 METERS 21850     |
 FQ0208|---------------------------------------------------------------------|
 FQ0208
 FQ0208                          SUPERSEDED SURVEY CONTROL
 FQ0208
 FQ0208  NAD 83(1986)-  35 07 35.64118(N)    111 10 13.85450(W) AD(       ) 2
 FQ0208  NAD 27      -  35 07 35.59390(N)    111 10 11.31760(W) AD(       ) 2
 FQ0208  NGVD 29 (??/??/92) 1744.260  (m)         5722.63   (f) ADJ UNCH    1 2
 FQ0208
 FQ0208.Superseded values are not recommended for survey control.
 FQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0208.See file dsdata.txt to determine how the superseded data were derived.
 FQ0208
 FQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8446487092(NAD 83)
 FQ0208_MARKER: DS = TRIANGULATION STATION DISK
 FQ0208_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0208_SP_SET: BEDROCK
 FQ0208_STAMPING: PIPE 1958
 FQ0208_MARK LOGO: CGS   
 FQ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0208
 FQ0208  HISTORY     - Date     Condition        Report By
 FQ0208  HISTORY     - 1958     MONUMENTED       CGS
 FQ0208  HISTORY     - 1958     GOOD             CGS
 FQ0208  HISTORY     - 1971     GOOD             AZHD
 FQ0208  HISTORY     - 1983     GOOD             NGS
 FQ0208
 FQ0208                          STATION DESCRIPTION
 FQ0208
 FQ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0208'THE STATION IS LOCATED ON THE TOP OF A GRASS COVERED NORTH-SOUTH
 FQ0208'RIDGE THAT IS BARE OF TREES.  IT IS ABOUT 26 MILES EAST OF
 FQ0208'FLAGSTAFF, 15 MILES EAST OF WINONA, 7 MILES EAST OF CANYON
 FQ0208'PADRE, 3 MILES WEST OF CANYON DIABLO AND 0.1 MILE NORTH OF
 FQ0208'U.S. HIGHWAY 66.
 FQ0208'
 FQ0208'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0208'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.7 MILES TO
 FQ0208'WHERE U.S. HIGHWAY 89 TURNS LEFT, CONTINUE EAST ON U.S. HIGHWAY
 FQ0208'66 FOR 19.3 MILES TO THE TWIN ARROWS TRADING POST ON THE RIGHT,
 FQ0208'CONTINUE EAST ON THE HIGHWAY FOR 6.2 MILES TO A ROAD RIGHT
 FQ0208'AND SIGN STATE ANTELOPE AND BUFFALO RANGE, CONTINUE EAST ON
 FQ0208'THE HIGHWAY FOR 0.6 MILE TO THE TOP OF THE RIDGE AND A GATE
 FQ0208'ON THE LEFT, TURN LEFT, NORTH, PASS THROUGH THE GATE AND
 FQ0208'FOLLOW A TRACK ROAD FOR 0.15 MILE TO A LARGE IRON WELL PIPE
 FQ0208'STICKING FROM THE GROUND ON THE LEFT AND THE STATION ON THE
 FQ0208'RIGHT.
 FQ0208'
 FQ0208'THE STATION MARK, STAMPED PIPE 1958, IS A STANDARD DISK CEMENTED
 FQ0208'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 FQ0208'SURFACE OF THE GROUND.  IT IS 211 FEET NORTHEAST OF A 12-INCH
 FQ0208'IRON PIPE THAT PROJECTS ABOUT 4 FEET, 177 FEET EAST OF THE
 FQ0208'CENTER OF A TRACK ROAD, 25 FEET NORTHEAST OF A WITNESS SIGN
 FQ0208'POST AND 6 FEET SOUTHWEST OF A CAIRN.
 FQ0208'
 FQ0208'REFERENCE MARK NO. 1, STAMPED PIPE NO 1 1958, IS A STANDARD
 FQ0208'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 FQ0208'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70 FEET
 FQ0208'NORTHEAST OF A WITNESS SIGN POST AND 43 FEET NORTH OF A CAIRN.
 FQ0208'
 FQ0208'REFERENCE MARK NO. 2, STAMPED PIPE NO 2 1958, IS A STANDARD
 FQ0208'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 FQ0208'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73 FEET SOUTH
 FQ0208'OF A CAIRN AND 54 FEET SOUTH OF A WITNESS SIGN POST.
 FQ0208
 FQ0208                          STATION RECOVERY (1958)
 FQ0208
 FQ0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0208'29.8 MI E FROM FLAGSTAFF.
 FQ0208'29.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0208'IN FLAGSTAFF, 0.6 MILE EAST OF THE ROAD LEADING SOUTH TO THE STATE
 FQ0208'ANTELOPE AND BUFFALO RANGE, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD,
 FQ0208'211 FEET NORTHEAST OF A 12-INCH IRON PIPE THAT PROJECTS 4 FEET, 177
 FQ0208'FEET EAST OF THE CENTER OF THE TRACK ROAD, 26 FEET NORTHEAST OF THE
 FQ0208'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 FQ0208'THE SURFACE OF THE GROUND.
 FQ0208
 FQ0208                          STATION RECOVERY (1971)
 FQ0208
 FQ0208'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0208'GENERAL LOCATION INT. 40, BETWEEN FLAGSTAFF AND WINSLOW.
 FQ0208'TO REACH FROM MILEPOST 226, INT. 40, WESTERLY ON THE INT. FOR
 FQ0208'0.2 MILES.  PACK NORTH ABOUT 1000 FT AND TO THE STATION.
 FQ0208'THE STATION IS A STANDARD USC AND GS TRIANGULATION BRASS CAP,
 FQ0208'SET IN A 12 IN LIMESTONE OUTCROP, UP 0.15 FT, STAMPED, PIPE
 FQ0208'1958.  R.M. 1 IS A STANDARD USC AND GS REFERENCE MARK BRASS
 FQ0208'CAP, LOCATED ABOUT 50 FT NORTHEAST OF THE MAIN STATION, SET
 FQ0208'IN AN OUTCROP OF LIMESTONE, NEARLY FLUSH AND STAMPED, PIPE
 FQ0208'NO 1 1958.  R.M. 2 IS A STANDARD USC AND GS REFERENCE MARK
 FQ0208'BRASS CAP, LOCATED ABOUT 70 FT SOUTHWEST OF THE MAIN
 FQ0208'STATION, SET IN AN OUTCROPPING OF LIMESTONE, NEARLY FLUSH
 FQ0208'AND STAMPED, PIPE NO 2 1958.
 FQ0208
 FQ0208                          STATION RECOVERY (1983)
 FQ0208
 FQ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0208'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  45.2 KM (28.05
 FQ0208'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0208'POST OFFICE IN WINSLOW, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 226, IN
 FQ0208'THE CENTER OF A 2 BY 2 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 239.6
 FQ0208'METERS (786.1 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 FQ0208'OF THE HIGHWAY, 203.9 METERS (669.0 FT) NORTHEAST OF A FENCE, 64.3
 FQ0208'METERS (211.0 FT) NORTHEAST OF A 12-INCH PIPE THAT PROJECTS 4 FT AND
 FQ0208'53.9 METERS (176.8 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING
 FQ0208'NORTH.
 FQ0208'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 FQ0208'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0834 ***********************************************************************
 CG0834  DESIGNATION -  PIPE
 CG0834  PID         -  CG0834
 CG0834  STATE/COUNTY-  AZ/PIMA
 CG0834  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0834
 CG0834                         *CURRENT SURVEY CONTROL
 CG0834  ___________________________________________________________________
 CG0834* NAD 83(1992)-  31 59 46.88494(N)    110 39 35.54621(W)     ADJUSTED  
 CG0834* NAVD 88     -      1089.523  (meters)    3574.54   (feet)  ADJUSTED  
 CG0834  ___________________________________________________________________
 CG0834  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 CG0834  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CG0834  DYNAMIC HT  -        1087.934 (meters)    3569.33  (feet)  COMP
 CG0834  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 CG0834  OBS GRAVITY -     979,144.3   (mgal)                       GRAV_OBS
 CG0834
 CG0834  HORZ ORDER  -  FIRST
 CG0834  VERT ORDER  -  FIRST     CLASS II
 CG0834
 CG0834.The horizontal coordinates were established by classical geodetic methods
 CG0834.and adjusted by the National Geodetic Survey in August 1993.
 CG0834
 CG0834.The orthometric height was determined by differential leveling
 CG0834.and adjusted in June 1991.
 CG0834
 CG0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0834
 CG0834.The geoid height was determined by GEOID03.
 CG0834
 CG0834.The dynamic height is computed by dividing the NAVD 88
 CG0834.geopotential number by the normal gravity value computed on the
 CG0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0834.degrees latitude (g = 980.6199 gals.).
 CG0834
 CG0834.The modeled gravity was interpolated from observed gravity values.
 CG0834.The observed gravity was obtained from relative gravimeter ties
 CG0834.to the IGSN71 gravity network.
 CG0834
 CG0834;                    North         East     Units Scale Factor Converg.
 CG0834;SPC AZ C     -   111,153.291   332,115.320   MT  1.00007387   +0 39 57.6
 CG0834;SPC AZ C     -   364,676.15  1,089,617.19   iFT  1.00007387   +0 39 57.6
 CG0834;UTM  12      - 3,540,082.415   532,128.077   MT  0.99961273   +0 10 48.8
 CG0834
 CG0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0834!SPC AZ C     -   0.99983341  x   1.00007387  =   0.99990726
 CG0834!UTM  12      -   0.99983341  x   0.99961273  =   0.99944620
 CG0834
 CG0834|---------------------------------------------------------------------|
 CG0834| PID    Reference Object                     Distance      Geod. Az  |
 CG0834|                                                           dddmmss.s |
 CG0834| CG0835 PIPE RM 1                            15.430 METERS 05216     |
 CG0834| CG0836 PIPE RM 2                            15.739 METERS 15755     |
 CG0834| CZ0271 E 355                                              2872857.0 |
 CG0834|---------------------------------------------------------------------|
 CG0834
 CG0834                          SUPERSEDED SURVEY CONTROL
 CG0834
 CG0834  NAD 83(1986)-  31 59 46.88020(N)    110 39 35.54322(W) AD(       ) 1
 CG0834  NAD 27      -  31 59 46.58580(N)    110 39 33.24970(W) AD(       ) 1
 CG0834  NGVD 29 (07/19/86) 1088.78   (m)         3572.1    (f) LEVELING    3  
 CG0834
 CG0834.Superseded values are not recommended for survey control.
 CG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0834.See file dsdata.txt to determine how the superseded data were derived.
 CG0834
 CG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3212840082(NAD 83)
 CG0834_MARKER: DS = TRIANGULATION STATION DISK
 CG0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0834_STAMPING: PIPE 1960
 CG0834_PROJECTION: PROJECTING 5 CENTIMETERS
 CG0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0834
 CG0834  HISTORY     - Date     Condition        Report By
 CG0834  HISTORY     - 1960     MONUMENTED       CGS
 CG0834  HISTORY     - 1962     GOOD             CGS
 CG0834  HISTORY     - 1970     GOOD             NGS
 CG0834  HISTORY     - 1971     GOOD             AZHD
 CG0834  HISTORY     - 1979     GOOD             NGS
 CG0834
 CG0834                          STATION DESCRIPTION
 CG0834
 CG0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG0834'THE STATION IS ON THE SUMMIT OF A NORTH-SOUTH RIDGE, 22 MILES
 CG0834'SOUTHEAST OF TUSCON, 1.6 MILES SOUTHEAST OF THE INTERCHANGE AT THE
 CG0834'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 83 AND ABOUT 150
 CG0834'FEET SOUTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE.
 CG0834'
 CG0834'TO REACH THE STATION FROM THE INTERCHANGE AND JUNCTION OF U.S.
 CG0834'HIGHWAY 80 AND STATE HIGHWAY 83, WHICH IS ABOUT 20.5 MILES
 CG0834'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 80, 89 AND STATE HIGHWAY
 CG0834'84 ALT. IN SOUTH TUSCON, DRIVE SOUTHEAST ON U.S. HIGHWAY 80 FOR
 CG0834'0.7 MILE TO BM E355 ON THE LEFT.  CONTINUE SOUTHEAST ON THE
 CG0834'HIGHWAY FOR 0.75 MLE TO THE WEST BASE OF A NORTH-SOUTH RIDGE.
 CG0834'TURN RIGHT OFF THE HIGHWAY, THENCE DRIVE EAST ALONG THE NORTH
 CG0834'SIDE OF THE SOUTH RIGHT-OF-WAY FENCE FOR 0.15 MILE TO THE
 CG0834'SUMMIT OF THE RIDGE AND THE END OF TRUCK TRAVEL.  CROSS THE
 CG0834'FENCE AND PACK SOUTH FOR ABOUT 150 FEET TO THE STATION.
 CG0834'
 CG0834'THE SURFACE-STATION MARK, WITH UNDERGROUND MARK, ARE STANDARD DISKS
 CG0834'STAMPED PIPE 1960.  THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE
 CG0834'POST WHICH IS 12 INCHES SQUARE, PROJECTS 2 INCHES ABOVE THE
 CG0834'SURFACE OF THE GROUND AND IS SITUATED 6 FEET SOUTH-SOUTHWEST OF A
 CG0834'METAL WITNESS POST WITH SIGN.
 CG0834'
 CG0834'REFERENCE MARK 1, STAMPED PIPE NO 1 1960, IS A STANDARD DISK SET IN
 CG0834'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE, PROJECTS 2
 CG0834'INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 18 INCHES
 CG0834'HIGHER IN ELEVATION THAN THE STATION MARK.
 CG0834'
 CG0834'B M E355 WAS USED FOR AN AZIMUTH MARK.  IT IS A STANDARD BENCH
 CG0834'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 CG0834'SQUARE AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0834'THE MARK IS 69 FEET NORTH OF THE CENTER OF THE EAST BOUND TRAFFIC
 CG0834'LANE OF U.S. HIGHWAY 80, 36 FEET NORTH OF THE SOUTH EDGE OF THE
 CG0834'BANK WHICH DIVIDES THE TRAFFIC LANES AND 1.1 FEET NORTH OF A
 CG0834'METAL WITNESS POST.
 CG0834
 CG0834                          STATION RECOVERY (1962)
 CG0834
 CG0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0834'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE BENCH MARK USED
 CG0834'FOR THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  SLIGHT
 CG0834'DIFFERENCES IN THE MILEAGES ENROUTE TO THE STATION WERE NOTED.
 CG0834'ALSO SLIGHT DIFFERENCES IN THE DISTANCES TO REFERENCE MARKS 1 AND
 CG0834'2 WERE NOTED.  A CORRECT DESCRIPTION FOLLOWS--
 CG0834'
 CG0834'THE STATION IS NEAR THE SUMMIT OF A NORTH-SOUTH RIDGE.  IT IS
 CG0834'22 MILES, AIR LINE, SOUTHEAST OF TUSCON, 21 MILES, AIR LINE, WEST
 CG0834'OF BENSON, 1.9 MILES SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 80
 CG0834'(INTERSTATE 10) AND STATE HIGHWAY 83, AND 150 FEET SOUTH OF THE
 CG0834'SOUTH HIGHWAY RIGHT-OF-WAY FENCE.
 CG0834'
 CG0834'TO REACH THE STATION FROM THE INTERCHANGE AND JUNCTION OF U.S.
 CG0834'HIGHWAY 80 (INTERSTATE 10) AND STATE HIGHWAY 83 (WHICH IS ABOUT
 CG0834'20.5 MILES SOUTHEAST OF TUSCON), GO SOUTHEAST ON U.S. HIGHWAY 80
 CG0834'FOR 1.05 MILES TO BENCH MARK E 355 ON THE LEFT.  CONTINUE
 CG0834'SOUTHEAST ON THE HIGHWAY FOR 0.65 MILE TO THE WEST BASE OF A
 CG0834'NORTH-SOUTH RIDGE.  TURN RIGHT OFF THE HIGHWAY, THENCE DRIVE
 CG0834'EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.2 MILE TO THE
 CG0834'SUMMIT OF THE RIDGE AND THE END OF TRUCK TRAVEL.  CROSS THE
 CG0834'FENCE AND PACK SOUTH FOR ABOUT 150 FEET TO THE STATION.
 CG0834'
 CG0834'THE SURFACE STATION MARK AND UNDEGROUND STATION MARK ARE STANDARD
 CG0834'DISKS STAMPED PIPE 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 CG0834'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CG0834'IT IS 5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 CG0834'
 CG0834'REFERENCE MARK 1, A STANDARD DISK STAMPED PIPE NO 1 1960, IS SET
 CG0834'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 CG0834'ABOVE THE GROUND.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION
 CG0834'MARK.
 CG0834'
 CG0834'REFERENCE MARK 2, A STANDARD DISK STAMPED PIPE NO 2 1960, IS SET
 CG0834'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CG0834'THE GROUND.  IT IS ABOUT 18 INCHES HIGHER THAN THE STATION MARK.
 CG0834'
 CG0834'BENCH MARK E 355 WAS USED FOR AN AZIMUTH MARK.  IT IS A STANDARD
 CG0834'BENCH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CG0834'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED E 355
 CG0834'1960.  IT IS 69 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND
 CG0834'TRAFFIC LANE OF U.S. HIGHWAY 80, 36 FEET NORTH OF THE SOUTH
 CG0834'EDGE OF THE BANK WHICH DIVIDES THE TRAFFIC LANES AND 1.1 FEET
 CG0834'NORTH OF A METAL WITNESS POST.
 CG0834
 CG0834                          STATION RECOVERY (1970)
 CG0834
 CG0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG0834'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 CG0834'DIFFERENCES WITH THE 1960 MEASUREMENTS WERE DOUBLE CHECKED IN THE
 CG0834'FIELD.  A DIFFERENT ROUTE TO THE STATION WAS USED SO A COMPLETE
 CG0834'DESCRIPTION FOLLOWS--
 CG0834'
 CG0834'THE STATION IS LOCATED, AIRLINE, ABOUT 22 MILES SOUTHEAST OF
 CG0834'TUCSON, 22-1/2 MILES NORTH OF SONOITA, AND 21-1/2 MILES WEST OF
 CG0834'BENSON.  IT IS ABOUT IN THE CENTER OF SEC. 36 OF T 16 S, R 18 E ON
 CG0834'GOVERMENT GRAZING LAND LEASED BY THE FLYING R RANCH OWNED BY MR.
 CG0834'DON MATTHEWS, ROUTE 7, BOX 829, TUCSON, AT THE PRESENT TIME.
 CG0834'
 CG0834'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT THE JUNCTION
 CG0834'OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 83 KNOWN AS
 CG0834'SONOITA-PATAGONIA EXIT, GO SOUTH ON STATE HIGHWAY 83 FOR 0.3 MILE
 CG0834'TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT AND CONTINUE
 CG0834'SOUTH-EASTERLY FOR 0.85 MILE TO A PIPELINE CROSSING WITH A LOCKED
 CG0834'GATE, PAINTED WHITE, ON THE LEFT.  (KEY AND PERMISSION TO ENTER
 CG0834'MAY BE OBTAINED AT RANCH HEADQUARTERS BY CONTINUING SOUTH 2.4 MILES
 CG0834'TO THE FLYING R RANCH ROAD, THEN 3.7 MILES SOUTHEASTERLY TO THE
 CG0834'BUILDINGS.) PASS THROUGH GATE AND FOLLOW PIPELINE ROAD EASTERLY
 CG0834'1.2 MILES TO THE TOP OF A RIDGE AND THE STATION ON THE LEFT.
 CG0834'
 CG0834'THE STATION MARK IS A STANDARD DISK STAMPED PIPE 1960 CEMENTED IN
 CG0834'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 CG0834'ABOVE GROUND.  IT IS 4.5 FEET SOUTH OF A METAL WITNESS POST WITH
 CG0834'SIGN.
 CG0834'
 CG0834'REFERENCE MARK ONE IS A STANDARD DISK STAMPED PIPE NO 1 1960 CEMENTED
 CG0834'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 CG0834'GROUND.  IT IS 46.0 FEET NORTHEAST OF A METAL WITNESS POST WITH
 CG0834'SIGN AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 CG0834'
 CG0834'REFERENCE MARK TWO IS A STANDARD DISK STAMPED PIPE NO 2 1960 CEMENTED
 CG0834'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 CG0834'ABOVE GROUND.  IT IS 54.5 FEET SOUTHEAST OF A METAL WITNESS POST
 CG0834'WITH SIGN AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 CG0834'
 CG0834'BENCH MARK E 355 SERVES AS THE AZIMUTH MARK.  IT IS A STANDARD BENCH
 CG0834'MARK DISK STAMPED E 355 1960 CEMENTED IN THE TOP OF A 12-INCH
 CG0834'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS
 CG0834'61.5 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 CG0834'INTERSTATE HIGHWAY 10, 2.0 FEET NORTH OF A METAL WITNESS POST WITH
 CG0834'SIGN, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
 CG0834'
 CG0834'TO REACH THE AZIMUTH MARK FROM THE OVERPASS AT INTERSTATE HIGHWAY 10
 CG0834'AND STATE HIGHWAY 83 CONTINUE EASTERLY ON INTERSTATE HIGHWAY 10 FOR
 CG0834'1.1 MILES TO THE MARK ON THE LEFT IN THE MEDIAN STRIP BETWEEN THE
 CG0834'HIGHWAYS.
 CG0834'
 CG0834'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 CG0834'
 CG0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22.2 MILES
 CG0834'SOUTHEAST OF TUCSON.
 CG0834
 CG0834                          STATION RECOVERY (1971)
 CG0834
 CG0834'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CG0834'A.  GENERAL LOCATION - INT. 10, BETWEEN TUSCON AND BENSON.
 CG0834'
 CG0834'B.  TO REACH - FROM MILEPOST 283, INT. 10, EAST ON THE INT. FOR 0.6
 CG0834'MILES AND TO THE STATION LOCATED ON THE CREST OF A RIDGE AND ABOUT
 CG0834'250 FT SOUTH OF THE SOUTH R/W FENCE LINE.  THE STATION IS A
 CG0834'STANDARD USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN SQUARE
 CG0834'MONUMENT, UP 0.25 FT, STAMPED, PIPE 1960, THE REFERENCE
 CG0834'MARKS ARE STANDARD REFERENCE MARK BRASS CAPS, STAMPED
 CG0834'RESPECTIVELY, PIPE NO 1 1960 AND PIPE NO 2 1960, IN CONCRETE
 CG0834'POSTS, UP RESPECTIVELY 0.2 FT AND 0.15 FT.
 CG0834'
 CG0834'THE AZIMUTH MARK IS A USC AND GS BENCH MARK, STAMPED, E 355 SET IN
 CG0834'A SQUARE CONCRETE POST IN THE INT. MEDIAN, UP 0.35 FT AND 1 FT
 CG0834'NORTH OF A USC AND GS SURVEY SIGN.  IT IS 0.25 MILES WESTERLY OF
 CG0834'MILEPOST 283.
 CG0834
 CG0834                          STATION RECOVERY (1979)
 CG0834
 CG0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0834'21.7 MI WEST FROM BENSON.
 CG0834'21.7 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0834'OVERPASS AT BENSON, AT A CUT IN THE EASTBOUND TRAFFIC LANE, 250 FEET
 CG0834'SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE AND 147 FEET
 CG0834'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CG0834'THE MARK IS 30 FT ABOVE EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0327 ***********************************************************************
 GQ0327  DESIGNATION -  PIPE
 GQ0327  PID         -  GQ0327
 GQ0327  STATE/COUNTY-  AZ/MOHAVE
 GQ0327  USGS QUAD   -  PIPE SPRING (1988)
 GQ0327
 GQ0327                         *CURRENT SURVEY CONTROL
 GQ0327  ___________________________________________________________________
 GQ0327* NAD 83(1992)-  36 51 44.00150(N)    112 43 57.04259(W)     ADJUSTED  
 GQ0327* NAVD 88     -      1516.1    (meters)    4974.     (feet)  VERTCON   
 GQ0327  ___________________________________________________________________
 GQ0327  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GQ0327  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 GQ0327  HORZ ORDER  -  THIRD
 GQ0327
 GQ0327.The horizontal coordinates were established by classical geodetic methods
 GQ0327.and adjusted by the National Geodetic Survey in August 1993.
 GQ0327
 GQ0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0327
 GQ0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0327
 GQ0327.The geoid height was determined by GEOID03.
 GQ0327
 GQ0327;                    North         East     Units Scale Factor Converg.
 GQ0327;SPC AZ W     -   650,686.567   304,086.773   MT  1.00003470   +0 36 37.5
 GQ0327;SPC AZ W     - 2,134,798.45    997,660.02   iFT  1.00003470   +0 36 37.5
 GQ0327;SPC AZ C     -   650,492.299   140,616.021   MT  0.99996517   -0 29 22.0
 GQ0327;SPC AZ C     - 2,134,161.09    461,338.65   iFT  0.99996517   -0 29 22.0
 GQ0327;UTM  12      - 4,080,989.409   345,563.565   MT  0.99989383   -1 02 22.3
 GQ0327
 GQ0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0327!SPC AZ W     -   0.99976567  x   1.00003470  =   0.99980036
 GQ0327!SPC AZ C     -   0.99976567  x   0.99996517  =   0.99973085
 GQ0327!UTM  12      -   0.99976567  x   0.99989383  =   0.99965952
 GQ0327
 GQ0327|---------------------------------------------------------------------|
 GQ0327| PID    Reference Object                     Distance      Geod. Az  |
 GQ0327|                                                           dddmmss.s |
 GQ0327| CH3937 PIPE RM 1                             9.885 METERS 04710     |
 GQ0327| CH3938 PIPE RM 2                            12.133 METERS 18011     |
 GQ0327| CH3936 PIPE AZ MK                                         2813410.6 |
 GQ0327|---------------------------------------------------------------------|
 GQ0327
 GQ0327                          SUPERSEDED SURVEY CONTROL
 GQ0327
 GQ0327  NAD 83(1986)-  36 51 43.99779(N)    112 43 57.03903(W) AD(       ) 3
 GQ0327  NAD 27      -  36 51 44.05700(N)    112 43 54.31700(W) AD(       ) 3
 GQ0327  NGVD 29 (07/19/86) 1515.2    (m)         4971.     (f) VERT ANG    3  
 GQ0327
 GQ0327.Superseded values are not recommended for survey control.
 GQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0327.See file dsdata.txt to determine how the superseded data were derived.
 GQ0327
 GQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4556480989(NAD 83)
 GQ0327_MARKER: DS = TRIANGULATION STATION DISK
 GQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0327
 GQ0327  HISTORY     - Date     Condition        Report By
 GQ0327  HISTORY     - 1953     MONUMENTED       CGS
 GQ0327
 GQ0327                          STATION DESCRIPTION
 GQ0327
 GQ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0327'STATION IS ABOUT 0.4 MILE EAST OF THE CAMP GROUNDS AT PIPE
 GQ0327'SPRINGS NATIONAL MONUMENT AND 13.55 MILES WEST-SOUTHWEST BY
 GQ0327'ROAD FROM THE JUNCTION OF PIPE SPRINGS ROAD AND U.S. 89, WHICH
 GQ0327'IS ONE BLOCK NORTH OF THE ARIZONA CHECKING STATION IN FREDONIA.
 GQ0327'STATION IS NEAR THE SOUTH EDGE OF A LOW BENCH 0.15 MILE SOUTH OF
 GQ0327'WHERE THE ROAD CROSSES THE SUMMIT OF THE HILL JUST
 GQ0327'EAST-NORTHEAST OF PIPE SPRINGS.
 GQ0327'
 GQ0327'STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 GQ0327'IN SQUARE BLOCKS OF CONCRETE.  STATION MARK, STAMPED PIPE 1953,
 GQ0327'PROJECTS ABOUT 10 INCHES.  IT IS 13 PACES EAST OF EAST EDGE OF
 GQ0327'DRY WASH, 13 PACES NORTH OF THE NORTH EDGE OF THE WASH AND 5.2
 GQ0327'FEET NORTH OF A WITNESS POST.
 GQ0327'
 GQ0327'REFERENCE MARK 1, STAMPED PIPE NO 1 1953, PROJECTS ABOUT 8
 GQ0327'INCHES AND IS ABOUT SAME ELEVATION AS STATION.
 GQ0327'
 GQ0327'REFERENCE MARK 2, STAMPED PIPE NO 2 1953, PROJECTS 8 INCHES,
 GQ0327'ABOUT SAME ELEVATION AS STATION AND IS 3-1/2 PACES NORTH OF THE
 GQ0327'DRY WASH.
 GQ0327'
 GQ0327'AZIMUTH MARK IS ON THE WEST SIDE OF THE OLD FORT BUILDING AT
 GQ0327'PIPE SPRINGS CAMP GROUNDS.  45.3 FEET WEST-NORTHWEST OF NORTHWEST
 GQ0327'CORNER AND 49 FEET NORTH-NORTHWEST OF SOUTHWEST CORNER OF THE
 GQ0327'BUILDING (THIS IS THE LARGER ONE OF THREE STONE BUILDINGS).  THE
 GQ0327'MARK, STAMPED PIPE 1953, IS A STANDARD DISK CEMENTED IN A DRILL
 GQ0327'HOLE IN OUTCROPPING BEDROCK ON THE NORTHEAST SLOPE OF THE HILL,
 GQ0327'MARKED BY A WITNESS POST.
 GQ0327'
 GQ0327'TO REACH FROM THE JUNCTION OF PIPE SPRINGS ROAD AND U.S. 89
 GQ0327'IN FREDONIA, GO WEST ON PIPE SPRINGS ROAD FOR 8.4 MILES TO FORKS,
 GQ0327'KEEP RIGHT FORK FOR 5.15 MILES TO SUMMIT OF HILL AT A TRIANGLE
 GQ0327'BLAZE ON THE CORNER FENCE POST ON RIGHT, WHERE THE FENCE STARTS
 GQ0327'TO LEAVE THE ROAD.  TURN LEFT, LEAVING MAIN ROAD, AND GO
 GQ0327'CROSS-COUNTRY, SOUTHEAST, FOR 0.1 MILE TO A ROUND-TOPPED CEDAR
 GQ0327'TREE WHICH STANDS ALONE.  PASS TO LEFT OF TREE AND GO SOUTH FOR
 GQ0327'0.05 MILE TO STATION NEAR SOUTH EDGE OF BENCH.
 GQ0327'
 GQ0327'TO REACH THE AZIMUTH MARK FROM THE SUMMIT OF HILL AND TRIANGLE-BLAZED
 GQ0327'FENCE POST MENTIONED ABOVE, CONTINUE ON MAIN ROAD FOR 0.45
 GQ0327'MILE TO PIPE SPRINGS CAMP GROUNDS ON THE LEFT AND THE OLD FORT
 GQ0327'BUILDING ON THE RIGHT.  TAKE DRIVEWAY TO NORTH SIDE OF THE STONE
 GQ0327'BUILDING, THENCE TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1143 ***********************************************************************
 CY1143  DESIGNATION -  PIPE
 CY1143  PID         -  CY1143
 CY1143  STATE/COUNTY-  AZ/COCHISE
 CY1143  USGS QUAD   -  VANAR NW (1987)
 CY1143
 CY1143                         *CURRENT SURVEY CONTROL
 CY1143  ___________________________________________________________________
 CY1143* NAD 83(1992)-  32 11 39.34125(N)    109 14 38.44023(W)     ADJUSTED  
 CY1143* NAVD 88     -      1170.     (meters)    3839.     (feet)  SCALED    
 CY1143  ___________________________________________________________________
 CY1143  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CY1143  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CY1143  HORZ ORDER  -  SECOND
 CY1143
 CY1143.The horizontal coordinates were established by classical geodetic methods
 CY1143.and adjusted by the National Geodetic Survey in August 1993.
 CY1143
 CY1143.The orthometric height was scaled from a topographic map.
 CY1143
 CY1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1143
 CY1143.The geoid height was determined by GEOID03.
 CY1143
 CY1143;                    North         East     Units Scale Factor Converg.
 CY1143;SPC AZ E     -   132,779.442   300,353.233   MT  0.99999330   +0 29 29.8
 CY1143;SPC AZ E     -   435,628.09    985,410.87   iFT  0.99999330   +0 29 29.8
 CY1143;UTM  12      - 3,563,320.104   665,523.160   MT  0.99993788   +0 56 08.8
 CY1143
 CY1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1143!SPC AZ E     -   0.99982056  x   0.99999330  =   0.99981386
 CY1143!UTM  12      -   0.99982056  x   0.99993788  =   0.99975845
 CY1143
 CY1143:                Primary Azimuth Mark                     Grid Az
 CY1143:SPC AZ E     -  SELLERS                                  010 36 24.7
 CY1143:UTM  12      -  SELLERS                                  010 09 45.7
 CY1143
 CY1143|---------------------------------------------------------------------|
 CY1143| PID    Reference Object                     Distance      Geod. Az  |
 CY1143|                                                           dddmmss.s |
 CY1143| CY0346 SELLERS                             APPROX. 7.9 KM 0110554.5 |
 CY1143| CG0835 PIPE RM 1                             9.198 METERS 13450     |
 CY1143| CG0836 PIPE RM 2                             8.666 METERS 22145     |
 CY1143|---------------------------------------------------------------------|
 CY1143
 CY1143                          SUPERSEDED SURVEY CONTROL
 CY1143
 CY1143  NAD 83(1986)-  32 11 39.33695(N)    109 14 38.43805(W) AD(       ) 2
 CY1143  NAD 27      -  32 11 39.05550(N)    109 14 36.21550(W) AD(       ) 2
 CY1143
 CY1143.Superseded values are not recommended for survey control.
 CY1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1143.See file dsdata.txt to determine how the superseded data were derived.
 CY1143
 CY1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6552363320(NAD 83)
 CY1143_MARKER: DS = TRIANGULATION STATION DISK
 CY1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1143
 CY1143  HISTORY     - Date     Condition        Report By
 CY1143  HISTORY     - 1960     MONUMENTED       CGS
 CY1143  HISTORY     - 1967     GOOD             CGS
 CY1143
 CY1143                          STATION DESCRIPTION
 CY1143
 CY1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1143'THE STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF BOWIE
 CY1143'AND 5 MILES SOUTH OF SAN SIMON, IN FLAT DESERT ON THE SOUTH
 CY1143'SIDE OF THE EL PASO NATURAL GAS PIPELINE.
 CY1143'
 CY1143'TO REACH THE STATION FROM THE POST OFFICE IN SAN SIMON, GO
 CY1143'SOUTH FOR 0.15 MILE TO ARIZONA STATE HIGHWAY 86, CROSS THE
 CY1143'HIGHWAY AND CONTINUE SOUTH FOR 0.15 MILE TO A CATTLE GUARD,
 CY1143'CONTINUE SOUTH ON THE GRADED DIRT ROAD FOR 4.6 MILES TO THE
 CY1143'GAS LINE.  TURN RIGHT AND GO WEST ON THE BLADED ROAD THAT
 CY1143'FOLLOWS THE GAS LINE FOR 1.0 MILE TO LARGE VALVES IN THE
 CY1143'PIPELINE AND THE STATION JUST WEST OF THE VALVES.
 CY1143'
 CY1143'THE STATION MARK IS A STANDARD DISK, STAMPED PIPE 1960, SET
 CY1143'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 CY1143'IT IS 108 FEET WEST OF THE WEST END OF THE VALVE STATION,
 CY1143'72 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 7 FEET
 CY1143'NORTH OF A WITNESS POST.
 CY1143'
 CY1143'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PIPE NO 1 1960,
 CY1143'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 CY1143'IT IS 102 FEET SOUTHWEST OF THE VALVE STATION AND 97 FEET
 CY1143'SOUTH OF THE CENTER OF THE ROAD.
 CY1143'
 CY1143'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PIPE NO 2 1960,
 CY1143'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 CY1143'IT IS 91 FEET SOUTH OF THE CENTER OF THE ROAD.
 CY1143
 CY1143                          STATION RECOVERY (1967)
 CY1143
 CY1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFH)
 CY1143'THE STATION, AND REFERNCE MARKS WERE FOUND IN GOOD CONDITION.
 CY1143'A NEW DESCRIPTION FOLLOWS--FROM THE POST OFFICE IN SAN SIMON,
 CY1143'GO SOUTH FOR 0.15 MILE TO ARIZONA STATE HIGHWAY 86.  TURN
 CY1143'LEFT, EAST, AND GO 0.20 MILE TO A DIRT-ROAD ON RIGHT WHICH
 CY1143'GOES UNDER HIGHWAY U.S. 10 AND PROCEED SOUTH FOR 4.75 MILES
 CY1143'TO THE GAS LINE.  THEN TURN RIGHT (WEST) AND GO FOR 1.0 MILES
 CY1143'ON A DIRT ROAD WHICH FOLLOWS THE GAS LINE.  THE STATION IS
 CY1143'LOCATED ON SOUTH SIDE OF ROAD 72 FEET SOUTH OF CENTER LINE OF
 CY1143'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0209 ***********************************************************************
 FQ0209  DESIGNATION -  PIPE RM 1
 FQ0209  PID         -  FQ0209
 FQ0209  STATE/COUNTY-  AZ/COCONINO
 FQ0209  USGS QUAD   -  BABBITT WASH (1983)
 FQ0209
 FQ0209                         *CURRENT SURVEY CONTROL
 FQ0209  ___________________________________________________________________
 FQ0209* NAD 83(1986)-  35 07 37.     (N)    111 10 12.     (W)     SCALED    
 FQ0209* NAVD 88     -      1744.917  (meters)    5724.78   (feet)  ADJUSTED  
 FQ0209  ___________________________________________________________________
 FQ0209  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0209  DYNAMIC HT  -        1742.543 (meters)    5716.99  (feet)  COMP
 FQ0209  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 FQ0209
 FQ0209  VERT ORDER  -  SECOND    CLASS 0
 FQ0209
 FQ0209.The horizontal coordinates were scaled from a topographic map and have
 FQ0209.an estimated accuracy of +/- 6 seconds.
 FQ0209
 FQ0209.The orthometric height was determined by differential leveling
 FQ0209.and adjusted in June 1991.
 FQ0209
 FQ0209.The geoid height was determined by GEOID03.
 FQ0209
 FQ0209.The dynamic height is computed by dividing the NAVD 88
 FQ0209.geopotential number by the normal gravity value computed on the
 FQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0209.degrees latitude (g = 980.6199 gals.).
 FQ0209
 FQ0209.The modeled gravity was interpolated from observed gravity values.
 FQ0209
 FQ0209;                    North         East    Units  Estimated Accuracy
 FQ0209;SPC AZ C     -   457,910.      281,410.      MT  (+/- 180 meters Scaled)
 FQ0209
 FQ0209                          SUPERSEDED SURVEY CONTROL
 FQ0209
 FQ0209  NGVD 29 (??/??/92) 1744.019  (m)         5721.84   (f) ADJ UNCH    2 0
 FQ0209
 FQ0209.Superseded values are not recommended for survey control.
 FQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0209.See file dsdata.txt to determine how the superseded data were derived.
 FQ0209
 FQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD845871(NAD 83)
 FQ0209_MARKER: DR = REFERENCE MARK DISK
 FQ0209_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0209_SP_SET: BEDROCK
 FQ0209_STAMPING: PIPE NO 1 1958
 FQ0209_MARK LOGO: CGS   
 FQ0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0209
 FQ0209  HISTORY     - Date     Condition        Report By
 FQ0209  HISTORY     - 1958     MONUMENTED       CGS
 FQ0209  HISTORY     - 1983     GOOD             NGS
 FQ0209
 FQ0209                          STATION DESCRIPTION
 FQ0209
 FQ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0209'29.8 MI E FROM FLAGSTAFF.
 FQ0209'29.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0209'IN FLAGSTAFF, 0.6 MILE EAST OF THE ROAD LEADING SOUTH TO THE STATE
 FQ0209'ANTELOPE AND BUFFALO RANGE THENCE 0.15 MILE NORTH ALONG A TRACK ROAD,
 FQ0209'70 FEET NORTHEAST OF A WITNESS SIGN, 43 FEET NORTH OF A CAIRN,
 FQ0209'CEMENTED IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FQ0209
 FQ0209                          STATION RECOVERY (1983)
 FQ0209
 FQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0209'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  45.2 KM (28.05
 FQ0209'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0209'POST OFFICE IN WINSLOW, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 226, IN
 FQ0209'THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF BEDROCK, 246.9 METERS (810.0
 FQ0209'FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 FQ0209'HIGHWAY, 216.7 METERS (711.0 FT) NORTHEAST OF A FENCE, 60.0 METERS
 FQ0209'196.8 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH AND 14.7
 FQ0209'METERS (48.2 FT) NORTHEAST OF THE STATION MARK.
 FQ0209'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0835 ***********************************************************************
 CG0835  DESIGNATION -  PIPE RM 1
 CG0835  PID         -  CG0835
 CG0835  STATE/COUNTY-  AZ/PIMA
 CG0835  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0835
 CG0835                         *CURRENT SURVEY CONTROL
 CG0835  ___________________________________________________________________
 CG0835* NAD 83(1986)-  31 59 47.     (N)    110 39 35.     (W)     SCALED    
 CG0835* NAVD 88     -      1089.141  (meters)    3573.29   (feet)  ADJUSTED  
 CG0835  ___________________________________________________________________
 CG0835  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CG0835  DYNAMIC HT  -        1087.554 (meters)    3568.08  (feet)  COMP
 CG0835  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 CG0835
 CG0835  VERT ORDER  -  FIRST     CLASS II
 CG0835
 CG0835.The horizontal coordinates were scaled from a topographic map and have
 CG0835.an estimated accuracy of +/- 6 seconds.
 CG0835
 CG0835.The orthometric height was determined by differential leveling
 CG0835.and adjusted in June 1991.
 CG0835
 CG0835.The geoid height was determined by GEOID03.
 CG0835
 CG0835.The dynamic height is computed by dividing the NAVD 88
 CG0835.geopotential number by the normal gravity value computed on the
 CG0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0835.degrees latitude (g = 980.6199 gals.).
 CG0835
 CG0835.The modeled gravity was interpolated from observed gravity values.
 CG0835
 CG0835;                    North         East    Units  Estimated Accuracy
 CG0835;SPC AZ C     -   111,160.      332,130.      MT  (+/- 180 meters Scaled)
 CG0835
 CG0835                          SUPERSEDED SURVEY CONTROL
 CG0835
 CG0835.No superseded survey control is available for this station.
 CG0835
 CG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA321400(NAD 83)
 CG0835_MARKER: DR = REFERENCE MARK DISK
 CG0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0835_STAMPING: PIPE NO 1 1960
 CG0835_PROJECTION: PROJECTING 5 CENTIMETERS
 CG0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0835
 CG0835  HISTORY     - Date     Condition        Report By
 CG0835  HISTORY     - 1960     MONUMENTED       CGS
 CG0835  HISTORY     - 1979     GOOD             NGS
 CG0835
 CG0835                          STATION DESCRIPTION
 CG0835
 CG0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0835'21.7 MI WEST FROM BENSON.
 CG0835'21.7 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0835'OVERPASS AT BENSON, 212 FEET SOUTH OF THE CENTERLINE OF THE
 CG0835'EASTBOUND TRAFFIC LANE, 110 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 CG0835'FENCE AND 51 FEET NORTHEAST OF THE STATION MARK.
 CG0835'THE MARK IS 46 FT  NE FROM A WITNESS POST.
 CG0835'THE MARK IS 30 FT ABOVE EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0207 ***********************************************************************
 FQ0207  DESIGNATION -  PIPE RM 2
 FQ0207  PID         -  FQ0207
 FQ0207  STATE/COUNTY-  AZ/COCONINO
 FQ0207  USGS QUAD   -  BABBITT WASH (1983)
 FQ0207
 FQ0207                         *CURRENT SURVEY CONTROL
 FQ0207  ___________________________________________________________________
 FQ0207* NAD 83(1986)-  35 07 34.     (N)    111 10 15.     (W)     SCALED    
 FQ0207* NAVD 88     -      1745.004  (meters)    5725.07   (feet)  ADJUSTED  
 FQ0207  ___________________________________________________________________
 FQ0207  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FQ0207  DYNAMIC HT  -        1742.630 (meters)    5717.28  (feet)  COMP
 FQ0207  MODELED GRAV-     979,211.5   (mgal)                       NAVD 88
 FQ0207
 FQ0207  VERT ORDER  -  SECOND    CLASS 0
 FQ0207
 FQ0207.The horizontal coordinates were scaled from a topographic map and have
 FQ0207.an estimated accuracy of +/- 6 seconds.
 FQ0207
 FQ0207.The orthometric height was determined by differential leveling
 FQ0207.and adjusted in June 1991.
 FQ0207
 FQ0207.The geoid height was determined by GEOID03.
 FQ0207
 FQ0207.The dynamic height is computed by dividing the NAVD 88
 FQ0207.geopotential number by the normal gravity value computed on the
 FQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0207.degrees latitude (g = 980.6199 gals.).
 FQ0207
 FQ0207.The modeled gravity was interpolated from observed gravity values.
 FQ0207
 FQ0207;                    North         East    Units  Estimated Accuracy
 FQ0207;SPC AZ C     -   457,820.      281,340.      MT  (+/- 180 meters Scaled)
 FQ0207
 FQ0207                          SUPERSEDED SURVEY CONTROL
 FQ0207
 FQ0207  NGVD 29 (??/??/92) 1744.106  (m)         5722.12   (f) ADJ UNCH    2 0
 FQ0207
 FQ0207.Superseded values are not recommended for survey control.
 FQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0207.See file dsdata.txt to determine how the superseded data were derived.
 FQ0207
 FQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD844870(NAD 83)
 FQ0207_MARKER: DR = REFERENCE MARK DISK
 FQ0207_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0207_SP_SET: BEDROCK
 FQ0207_STAMPING: PIPE NO 2 1958
 FQ0207_MARK LOGO: CGS   
 FQ0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0207
 FQ0207  HISTORY     - Date     Condition        Report By
 FQ0207  HISTORY     - 1958     MONUMENTED       CGS
 FQ0207  HISTORY     - 1983     GOOD             NGS
 FQ0207
 FQ0207                          STATION DESCRIPTION
 FQ0207
 FQ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0207'29.0 MI E FROM FLAGSTAFF.
 FQ0207'29.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0207'IN FLAGSTAFF, 0.6 MILE EAST OF THE ROAD LEADING SOUTH TO THE STATE
 FQ0207'ANTELOPE AND BUFFALO RANGE THENCE 0.15 MILE NORTH ON A TRACK ROAD, 73
 FQ0207'FEET SOUTH OF A CAIRN, 54 FEET SOUTH OF THE WITNESS POST, CEMENTED IN
 FQ0207'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FQ0207
 FQ0207                          STATION RECOVERY (1983)
 FQ0207
 FQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0207'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  45.2 KM (28.05
 FQ0207'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0207'POST OFFICE IN WINSLOW, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 226, IN
 FQ0207'THE CENTER OF A 2 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 212.1
 FQ0207'METERS (695.9 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 FQ0207'OF THE HIGHWAY, 182.0 METERS (157.1 FT) NORTHEAST OF A FENCE, 47.9
 FQ0207'METERS (157.2 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH AND
 FQ0207'20.8 METERS (68.2 FT) SOUTHWEST OF THE STATION MARK.
 FQ0207'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0836 ***********************************************************************
 CG0836  DESIGNATION -  PIPE RM 2
 CG0836  PID         -  CG0836
 CG0836  STATE/COUNTY-  AZ/PIMA
 CG0836  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0836
 CG0836                         *CURRENT SURVEY CONTROL
 CG0836  ___________________________________________________________________
 CG0836* NAD 83(1986)-  31 59 47.     (N)    110 39 35.     (W)     SCALED    
 CG0836* NAVD 88     -      1090.029  (meters)    3576.20   (feet)  ADJUSTED  
 CG0836  ___________________________________________________________________
 CG0836  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CG0836  DYNAMIC HT  -        1088.440 (meters)    3570.99  (feet)  COMP
 CG0836  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 CG0836
 CG0836  VERT ORDER  -  FIRST     CLASS II
 CG0836
 CG0836.The horizontal coordinates were scaled from a topographic map and have
 CG0836.an estimated accuracy of +/- 6 seconds.
 CG0836
 CG0836.The orthometric height was determined by differential leveling
 CG0836.and adjusted in June 1991.
 CG0836
 CG0836.The geoid height was determined by GEOID03.
 CG0836
 CG0836.The dynamic height is computed by dividing the NAVD 88
 CG0836.geopotential number by the normal gravity value computed on the
 CG0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0836.degrees latitude (g = 980.6199 gals.).
 CG0836
 CG0836.The modeled gravity was interpolated from observed gravity values.
 CG0836
 CG0836;                    North         East    Units  Estimated Accuracy
 CG0836;SPC AZ C     -   111,160.      332,130.      MT  (+/- 180 meters Scaled)
 CG0836
 CG0836                          SUPERSEDED SURVEY CONTROL
 CG0836
 CG0836.No superseded survey control is available for this station.
 CG0836
 CG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA321400(NAD 83)
 CG0836_MARKER: DR = REFERENCE MARK DISK
 CG0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0836_STAMPING: PIPE NO 2 1960
 CG0836_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0836
 CG0836  HISTORY     - Date     Condition        Report By
 CG0836  HISTORY     - 1960     MONUMENTED       CGS
 CG0836  HISTORY     - 1979     GOOD             NGS
 CG0836
 CG0836                          STATION DESCRIPTION
 CG0836
 CG0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CG0836'21.7 MI WEST FROM BENSON.
 CG0836'21.7 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0836'OVERPASS AT BENSON, 295 FEET SOUTH OF THE CENTERLINE OF THE
 CG0836'EASTBOUND TRAFFIC LANE, 192 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND
 CG0836'52 FEET SOUTH OF THE STATION MARK.
 CG0836'THE MARK IS 55 FT  S FROM A WITNESS POST.
 CG0836'THE MARK IS 30 FT ABOVE EASTBOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1044 ***********************************************************************
 CG1044  DESIGNATION -  PIPE RM A
 CG1044  PID         -  CG1044
 CG1044  STATE/COUNTY-  AZ/PIMA
 CG1044  USGS QUAD   -  MOUNT FAGAN (1981)
 CG1044
 CG1044                         *CURRENT SURVEY CONTROL
 CG1044  ___________________________________________________________________
 CG1044* NAD 83(1992)-  31 59 46.08277(N)    110 39 36.15383(W)     ADJUSTED  
 CG1044* NAVD 88     -      1089.92   (+/-2cm)    3575.8    (feet)  VERTCON   
 CG1044  ___________________________________________________________________
 CG1044  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 CG1044  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CG1044  HORZ ORDER  -  FIRST
 CG1044  VERT ORDER  -  THIRD ? (See Below)
 CG1044
 CG1044.The horizontal coordinates were established by classical geodetic methods
 CG1044.and adjusted by the National Geodetic Survey in August 1993.
 CG1044
 CG1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1044.The vertical order pertains to the NGVD 29 superseded value.
 CG1044
 CG1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1044
 CG1044.The geoid height was determined by GEOID03.
 CG1044
 CG1044;                    North         East     Units Scale Factor Converg.
 CG1044;SPC AZ C     -   111,128.397   332,099.658   MT  1.00007383   +0 39 57.3
 CG1044;SPC AZ C     -   364,594.48  1,089,565.81   iFT  1.00007383   +0 39 57.3
 CG1044;UTM  12      - 3,540,057.666   532,112.212   MT  0.99961272   +0 10 48.5
 CG1044
 CG1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1044!SPC AZ C     -   0.99983334  x   1.00007383  =   0.99990716
 CG1044!UTM  12      -   0.99983334  x   0.99961272  =   0.99944613
 CG1044
 CG1044|---------------------------------------------------------------------|
 CG1044| PID    Reference Object                     Distance      Geod. Az  |
 CG1044|                                                           dddmmss.s |
 CG1044| CG0834 PIPE                                 29.409 METERS 03251     |
 CG1044| CG1039 MANUEL                              APPROX.15.0 KM 0884847.4 |
 CG1044|---------------------------------------------------------------------|
 CG1044
 CG1044                          SUPERSEDED SURVEY CONTROL
 CG1044
 CG1044  NAD 83(1986)-  31 59 46.07799(N)    110 39 36.15087(W) AD(       ) 1
 CG1044  NAD 27      -  31 59 45.78359(N)    110 39 33.85731(W) AD(       ) 1
 CG1044  NGVD 29 (07/19/86) 1089.18   (m)         3573.4    (f) LEVELING    3  
 CG1044
 CG1044.Superseded values are not recommended for survey control.
 CG1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1044.See file dsdata.txt to determine how the superseded data were derived.
 CG1044
 CG1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3211240058(NAD 83)
 CG1044_MARKER: DS = TRIANGULATION STATION DISK
 CG1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1044+STABILITY: SURFACE MOTION
 CG1044
 CG1044  HISTORY     - Date     Condition        Report By
 CG1044  HISTORY     - 1970     MONUMENTED       NGS
 CG1044
 CG1044                          STATION DESCRIPTION
 CG1044
 CG1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG1044'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 CG1044'
 CG1044'THE STATION IS LOCATED, AIRLINE, ABOUT 22 MILES SOUTHEAST OF TUCSON,
 CG1044'22-1/2 MILES NORTH OF SONOITA, AND 21-1/2 MILES WEST OF BENSON.  IT
 CG1044'IS ABOUT IN THE CENTER OF SEC. 36 T 16 S, R 18 E ON GOVERNMENT
 CG1044'GRAZING LAND LEASED BY THE FLYING R RANCH OWNED BY MR.  DON
 CG1044'MATTHEWS, ROUTE 7, BOX 829, TUCSON, AT THE PRESENT TIME.
 CG1044'
 CG1044'FOR DIRECTIONS TO REACH THE STATION SEE THE RECOVERY NOTE FOR
 CG1044'STATION PIPE 1960.
 CG1044'
 CG1044'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED PIPE RM
 CG1044'A 1970 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 CG1044'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 161 FEET
 CG1044'NORTH OF A GRAVELED ROAD ALONG A PIPELINE, AND 101 FEET SOUTHWEST OF
 CG1044'A METAL WITNESS POST WITH SIGN.  AN UNDERGROUND MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0268 ***********************************************************************
 DA0268  DESIGNATION -  PISINEMO
 DA0268  PID         -  DA0268
 DA0268  STATE/COUNTY-  AZ/PIMA
 DA0268  USGS QUAD   -  PISINIMO (1990)
 DA0268
 DA0268                         *CURRENT SURVEY CONTROL
 DA0268  ___________________________________________________________________
 DA0268* NAD 83(1992)-  32 02 15.21057(N)    112 19 03.15386(W)     ADJUSTED  
 DA0268* NAVD 88     -       578.28   (+/-2cm)    1897.2    (feet)  VERTCON   
 DA0268  ___________________________________________________________________
 DA0268  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DA0268  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0268  HORZ ORDER  -  FIRST
 DA0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0268
 DA0268.The horizontal coordinates were established by classical geodetic methods
 DA0268.and adjusted by the National Geodetic Survey in August 1993.
 DA0268
 DA0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0268.The vertical order pertains to the NGVD 29 superseded value.
 DA0268
 DA0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0268
 DA0268.The geoid height was determined by GEOID03.
 DA0268
 DA0268;                    North         East     Units Scale Factor Converg.
 DA0268;SPC AZ C     -   115,101.622   175,499.060   MT  0.99991767   -0 12 45.6
 DA0268;SPC AZ C     -   377,629.99    575,784.32   iFT  0.99991767   -0 12 45.6
 DA0268;UTM  12      - 3,545,357.630   375,596.973   MT  0.99979086   -0 41 56.4
 DA0268
 DA0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0268!SPC AZ C     -   0.99991412  x   0.99991767  =   0.99983179
 DA0268!UTM  12      -   0.99991412  x   0.99979086  =   0.99970500
 DA0268
 DA0268|---------------------------------------------------------------------|
 DA0268| PID    Reference Object                     Distance      Geod. Az  |
 DA0268|                                                           dddmmss.s |
 DA0268| CH6117 PISENEMO RM 1                        20.400 METERS 00834     |
 DA0268| CH6119 PISENEMO RM 3 AZIMUTH                              0681342.1 |
 DA0268| CH6118 PISENEMO RM 2                        20.487 METERS 27929     |
 DA0268|---------------------------------------------------------------------|
 DA0268
 DA0268                          SUPERSEDED SURVEY CONTROL
 DA0268
 DA0268  NAD 83(1986)-  32 02 15.20267(N)    112 19 03.15505(W) AD(       ) 1
 DA0268  NAD 27      -  32 02 14.94800(N)    112 19 00.66900(W) AD(       ) 1
 DA0268  NGVD 29 (??/??/92)  577.60   (m)         1895.0    (f) COMPUTED    2 0
 DA0268
 DA0268.Superseded values are not recommended for survey control.
 DA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0268.See file dsdata.txt to determine how the superseded data were derived.
 DA0268
 DA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7559745358(NAD 83)
 DA0268_MARKER: DS = TRIANGULATION STATION DISK
 DA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0268_STAMPING: PISINEMO 1935
 DA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0268+STABILITY: SURFACE MOTION
 DA0268
 DA0268  HISTORY     - Date     Condition        Report By
 DA0268  HISTORY     - 1935     MONUMENTED       CGS
 DA0268  HISTORY     - 1958     GOOD             AMS
 DA0268  HISTORY     - 1961     GOOD             NGS
 DA0268  HISTORY     - 1968     GOOD             AMS
 DA0268
 DA0268                          STATION DESCRIPTION
 DA0268
 DA0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA0268'IN THE INDIAN VILLAGE OF PISINEMO WHICH IS ABOUT 25.0 MILES, AIR
 DA0268'LINE, WEST OF SELLS, 6 FEET NORTH OF THE EIGHTH POST OF THE FENCE
 DA0268'AROUND THE CHURCH AND SCHOOLHOUSE OR 12 POSTS EAST OF THE NORTHWEST
 DA0268'CORNER OF THE ENCLOSURE.  MARKED BY STANDARD BRONZE DISK.
 DA0268'REFERENCE MARK NO. 1, A
 DA0268'STANDARD BRONZE REFERENCE DISK, IS 20.400 METERS
 DA0268'(66.93 FEET) FROM STATION N 08 DEG 34 MIN E.  REFERENCE
 DA0268'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DA0268'20.487 METERS (67.21 FEET) FROM STATION N 80 DEG 31
 DA0268'MIN W.  AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE
 DA0268'DISK, IS 85 PACES FROM FENCE CORNER ON SAME LINE
 DA0268'OF DIRECTION AND 265 PACES FROM STATION N 68 DEG
 DA0268'14 MIN E.
 DA0268
 DA0268                          STATION RECOVERY (1958)
 DA0268
 DA0268'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 DA0268'STATION RECOVERED AS DESCRIBED.
 DA0268'
 DA0268'REFERENCE MARK 1 FOUND IN GOOD CONDITION.
 DA0268'
 DA0268'REFERENCE MARK 2 COULD NOT BE FOUND.
 DA0268'
 DA0268'THE STATION IS LOCATED ON THE GROUNDS OF PISINEMO MISSION, 17
 DA0268'FEET N OF THE NE CORNER OF SMALL BUILDING.  22 FEET NE OF THE
 DA0268'NW CORNER OF BUILDING.  149 FEET NW OF THE NW CORNER OF CHURCH.
 DA0268'33 FEET S OF DITCH.
 DA0268
 DA0268                          STATION RECOVERY (1961)
 DA0268
 DA0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DA0268'IN PISINIMO.
 DA0268'AT PISINIMO, AN INDIAN VILLAGE.  251 FEET NORTHWEST OF THE SOUTHWEST
 DA0268'CORNER OF THE MISSION CHURCH, 50.0 FEET NORTHWEST OF THE SOUTHWEST
 DA0268'CORNER OF THE MISSION CHURCH RECTORY, 42.6 FEET SOUTHWEST OF THE
 DA0268'NORTHWEST CORNER OF THE RECTORY, 17 FEET WEST OF A FENCE AROUND THE
 DA0268'RECTORY, 14 FEET NORTH OF AN EAST-WEST FENCE LINE, 66.9 FEET SOUTH OF
 DA0268'PISINEMO R.M. 1, ABOUT LEVEL WITH THE GROUND, AND SET IN THE TOP OF A
 DA0268'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DA0268
 DA0268                          STATION RECOVERY (1968)
 DA0268
 DA0268'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DA0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0267 ***********************************************************************
 DA0267  DESIGNATION -  PISINEMO RM 1
 DA0267  PID         -  DA0267
 DA0267  STATE/COUNTY-  AZ/PIMA
 DA0267  USGS QUAD   -  PISINIMO (1990)
 DA0267
 DA0267                         *CURRENT SURVEY CONTROL
 DA0267  ___________________________________________________________________
 DA0267* NAD 83(1986)-  32 02 18.     (N)    112 19 02.     (W)     SCALED    
 DA0267* NAVD 88     -       578.33   (+/-2cm)    1897.4    (feet)  VERTCON   
 DA0267  ___________________________________________________________________
 DA0267  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0267
 DA0267.The horizontal coordinates were scaled from a topographic map and have
 DA0267.an estimated accuracy of +/- 6 seconds.
 DA0267
 DA0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0267.The vertical order pertains to the NGVD 29 superseded value.
 DA0267
 DA0267.The geoid height was determined by GEOID03.
 DA0267
 DA0267;                    North         East    Units  Estimated Accuracy
 DA0267;SPC AZ C     -   115,190.      175,530.      MT  (+/- 180 meters Scaled)
 DA0267
 DA0267                          SUPERSEDED SURVEY CONTROL
 DA0267
 DA0267  NGVD 29 (??/??/92)  577.647  (m)         1895.16   (f) ADJ UNCH    2 0
 DA0267
 DA0267.Superseded values are not recommended for survey control.
 DA0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0267.See file dsdata.txt to determine how the superseded data were derived.
 DA0267
 DA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA756454(NAD 83)
 DA0267_MARKER: DR = REFERENCE MARK DISK
 DA0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0267_STAMPING: PISINEMO NO 1 1935
 DA0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0267+STABILITY: SURFACE MOTION
 DA0267
 DA0267  HISTORY     - Date     Condition        Report By
 DA0267  HISTORY     - 1935     MONUMENTED       CGS
 DA0267  HISTORY     - 1961     GOOD             NGS
 DA0267
 DA0267                          STATION DESCRIPTION
 DA0267
 DA0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0267'IN PISINIMO.
 DA0267'AT PISINIMO, AN INDIAN VILLAGE.  66.9 FEET NORTH OF PISINEMO 1935,
 DA0267'50.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MISSION CHURCH
 DA0267'RECTORY, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND
 DA0267'THE RECTORY, 1.1 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP
 DA0267'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0269 ***********************************************************************
 DA0269  DESIGNATION -  PISINEMO RM 3
 DA0269  PID         -  DA0269
 DA0269  STATE/COUNTY-  AZ/PIMA
 DA0269  USGS QUAD   -  PISINIMO (1990)
 DA0269
 DA0269                         *CURRENT SURVEY CONTROL
 DA0269  ___________________________________________________________________
 DA0269* NAD 83(1986)-  32 02 22.     (N)    112 18 57.     (W)     SCALED    
 DA0269* NAVD 88     -       580.26   (+/-2cm)    1903.7    (feet)  VERTCON   
 DA0269  ___________________________________________________________________
 DA0269  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0269
 DA0269.The horizontal coordinates were scaled from a topographic map and have
 DA0269.an estimated accuracy of +/- 6 seconds.
 DA0269
 DA0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0269.The vertical order pertains to the NGVD 29 superseded value.
 DA0269
 DA0269.The geoid height was determined by GEOID03.
 DA0269
 DA0269;                    North         East    Units  Estimated Accuracy
 DA0269;SPC AZ C     -   115,310.      175,660.      MT  (+/- 180 meters Scaled)
 DA0269
 DA0269                          SUPERSEDED SURVEY CONTROL
 DA0269
 DA0269  NGVD 29 (??/??/92)  579.578  (m)         1901.50   (f) ADJ UNCH    2 0
 DA0269
 DA0269.Superseded values are not recommended for survey control.
 DA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0269.See file dsdata.txt to determine how the superseded data were derived.
 DA0269
 DA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA757455(NAD 83)
 DA0269_MARKER: DR = REFERENCE MARK DISK
 DA0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0269_STAMPING: PISINEMO NO 3 1935
 DA0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0269+STABILITY: SURFACE MOTION
 DA0269
 DA0269  HISTORY     - Date     Condition        Report By
 DA0269  HISTORY     - 1935     MONUMENTED       CGS
 DA0269  HISTORY     - 1961     GOOD             NGS
 DA0269  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0269
 DA0269                          STATION DESCRIPTION
 DA0269
 DA0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0269'IN PISINIMO.
 DA0269'AT PISINIMO, AN INDIAN VILLAGE.  787 FEET NORTHEAST OF PISINEMO RM 1,
 DA0269'227 FEET EAST OF A CONCRETE AND POLE LOADING CHUTE AT A STOCK PEN, 120
 DA0269'FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTHEAST,
 DA0269'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0269
 DA0269                          STATION RECOVERY (1988)
 DA0269
 DA0269'RECOVERY NOTE BY US POWER SQUADRON 1988 (SGD)
 DA0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1481 ***********************************************************************
 DA1481  DESIGNATION -  PISINEMO STONE WINDMILL
 DA1481  PID         -  DA1481
 DA1481  STATE/COUNTY-  AZ/PIMA
 DA1481  USGS QUAD   -  PISINIMO (1990)
 DA1481
 DA1481                         *CURRENT SURVEY CONTROL
 DA1481  ___________________________________________________________________
 DA1481* NAD 83(1992)-  32 02 19.39866(N)    112 18 59.06675(W)     ADJUSTED  
 DA1481* NAVD 88     -              **(meters)            **(feet)            
 DA1481  ___________________________________________________________________
 DA1481  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DA1481  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA1481  HORZ ORDER  -  THIRD
 DA1481
 DA1481.The horizontal coordinates were established by classical geodetic methods
 DA1481.and adjusted by the National Geodetic Survey in August 1993.
 DA1481
 DA1481
 DA1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1481
 DA1481.The geoid height was determined by GEOID03.
 DA1481
 DA1481;                    North         East     Units Scale Factor Converg.
 DA1481;SPC AZ C     -   115,230.215   175,606.763   MT  0.99991757   -0 12 43.4
 DA1481;SPC AZ C     -   378,051.89    576,137.67   iFT  0.99991757   -0 12 43.4
 DA1481;UTM  12      - 3,545,485.287   375,705.749   MT  0.99979052   -0 41 54.4
 DA1481
 DA1481                          SUPERSEDED SURVEY CONTROL
 DA1481
 DA1481  NAD 83(1986)-  32 02 19.39103(N)    112 18 59.06763(W) AD(       ) 4
 DA1481  NAD 27      -  32 02 19.14000(N)    112 18 56.58000(W) AD(       ) 3
 DA1481
 DA1481.Superseded values are not recommended for survey control.
 DA1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1481.See file dsdata.txt to determine how the superseded data were derived.
 DA1481
 DA1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7570645485(NAD 83)
 DA1481_MARKER: 66 = WINDMILL
 DA1481
 DA1481  HISTORY     - Date     Condition        Report By
 DA1481  HISTORY     - 1936     FIRST OBSERVED   CGS
 DA1481
 DA1481                          STATION DESCRIPTION
 DA1481
 DA1481'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0873 ***********************************************************************
 ES0873  DESIGNATION -  PIT
 ES0873  PID         -  ES0873
 ES0873  STATE/COUNTY-  AZ/COCONINO
 ES0873  USGS QUAD   -  QUAYLE HILL (1971)
 ES0873
 ES0873                         *CURRENT SURVEY CONTROL
 ES0873  ___________________________________________________________________
 ES0873* NAD 83(1992)-  34 40 01.29908(N)    111 06 26.27688(W)     ADJUSTED  
 ES0873* NAVD 88     -      2044.0    (meters)    6706.     (feet)  VERTCON   
 ES0873  ___________________________________________________________________
 ES0873  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 ES0873  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0873  HORZ ORDER  -  SECOND
 ES0873
 ES0873.The horizontal coordinates were established by classical geodetic methods
 ES0873.and adjusted by the National Geodetic Survey in August 1993.
 ES0873
 ES0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0873
 ES0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0873
 ES0873.The geoid height was determined by GEOID03.
 ES0873
 ES0873;                    North         East     Units Scale Factor Converg.
 ES0873;SPC AZ C     -   406,936.786   287,537.193   MT  0.99996780   +0 27 37.4
 ES0873;SPC AZ C     - 1,335,094.44    943,363.49   iFT  0.99996780   +0 27 37.4
 ES0873;UTM  12      - 3,836,123.932   490,169.277   MT  0.99960119   -0 03 39.7
 ES0873
 ES0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0873!SPC AZ C     -   0.99968295  x   0.99996780  =   0.99965076
 ES0873!UTM  12      -   0.99968295  x   0.99960119  =   0.99928426
 ES0873
 ES0873|---------------------------------------------------------------------|
 ES0873| PID    Reference Object                     Distance      Geod. Az  |
 ES0873|                                                           dddmmss.s |
 ES0873| DZ1300 T15N R12E SECS 19 20 29 30            6.902 METERS 04344     |
 ES0873| ES0864 KENS                                APPROX. 1.0 KM 1920545.3 |
 ES0873| ES0872 PIEPER                              469.946 METERS 3481303.0 |
 ES0873|---------------------------------------------------------------------|
 ES0873
 ES0873                          SUPERSEDED SURVEY CONTROL
 ES0873
 ES0873  NAD 83(1986)-  34 40 01.29257(N)    111 06 26.28080(W) AD(       ) 2
 ES0873  NGVD 29 (07/10/87) 2043.1    (m)         6703.     (f) VERT ANG    3  
 ES0873
 ES0873.Superseded values are not recommended for survey control.
 ES0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0873.See file dsdata.txt to determine how the superseded data were derived.
 ES0873
 ES0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9016936124(NAD 83)
 ES0873_MARKER: DS = TRIANGULATION STATION DISK
 ES0873_SETTING: 80 = SET IN A BOULDER
 ES0873_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0873+STABILITY: SURFACE MOTION
 ES0873
 ES0873  HISTORY     - Date     Condition        Report By
 ES0873  HISTORY     - 1981     MONUMENTED       AZDT
 ES0873  HISTORY     - 19980818 GOOD             USPSQD
 ES0873  HISTORY     - 20080723 GOOD             GEOCAC
 ES0873
 ES0873                          STATION DESCRIPTION
 ES0873
 ES0873'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0873'THE STATION IS LOCATED 9 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0873'STATION ALONG ARIZONA HIGHWAY 87.
 ES0873'
 ES0873'THE STATION MARK IS AN AZDT DISK STAMPED---PIT 1981---SET IN A
 ES0873'DRILL HOLE IN A BOULDER 72 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 ES0873'250 FEET SOUTH OF FOREST TRAIL 319F AND 3 FEET WEST OF A CAIRN.
 ES0873'
 ES0873'SECTION CORNER IS A STD BLM CAP STAMPED---T15N R12E S19 S20 S30 S29
 ES0873'1966---SET IN A PIPE WITH BOULDERS PILED AROUND THE MARK.
 ES0873'
 ES0873'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0873'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0873'CONTINUE NORTH ALONG THE HIGHWAY FOR 7.2 MILES TO A FOREST TRAIL ON
 ES0873'THE LEFT, CONTINUE 150 FEET TO THE STATION ON THE RIGHT AT MILEPOST
 ES0873'306.85
 ES0873
 ES0873                          STATION RECOVERY (1998)
 ES0873
 ES0873'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0873'RECOVERED IN GOOD CONDITION.
 ES0873
 ES0873                          STATION RECOVERY (2008)
 ES0873
 ES0873'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1158 ***********************************************************************
 ES1158  DESIGNATION -  PIT
 ES1158  PID         -  ES1158
 ES1158  STATE/COUNTY-  AZ/NAVAJO
 ES1158  USGS QUAD   -  ZENIFF (1971)
 ES1158
 ES1158                         *CURRENT SURVEY CONTROL
 ES1158  ___________________________________________________________________
 ES1158* NAD 83(1992)-  34 30 04.84051(N)    110 29 17.83645(W)     ADJUSTED  
 ES1158* NAVD 88     -      1935.1    (meters)    6349.     (feet)  VERTCON   
 ES1158  ___________________________________________________________________
 ES1158  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 ES1158  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1158  HORZ ORDER  -  THIRD
 ES1158
 ES1158.The horizontal coordinates were established by classical geodetic methods
 ES1158.and adjusted by the National Geodetic Survey in August 1993.
 ES1158
 ES1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1158
 ES1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1158
 ES1158.The geoid height was determined by GEOID03.
 ES1158
 ES1158;                    North         East     Units Scale Factor Converg.
 ES1158;SPC AZ E     -   388,307.855   183,825.684   MT  0.99991075   -0 10 55.8
 ES1158;SPC AZ E     - 1,273,975.90    603,102.64   iFT  0.99991075   -0 10 55.8
 ES1158;UTM  12      - 3,817,865.169   546,976.303   MT  0.99962720   +0 17 23.5
 ES1158
 ES1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1158!SPC AZ E     -   0.99970008  x   0.99991075  =   0.99961086
 ES1158!UTM  12      -   0.99970008  x   0.99962720  =   0.99932740
 ES1158
 ES1158:                Primary Azimuth Mark                     Grid Az
 ES1158:SPC AZ E     -  PULP MILL WT                             088 15 43.0
 ES1158:UTM  12      -  PULP MILL WT                             087 47 23.7
 ES1158
 ES1158|---------------------------------------------------------------------|
 ES1158| PID    Reference Object                     Distance      Geod. Az  |
 ES1158|                                                           dddmmss.s |
 ES1158| ES1159 PULP MILL WT                        APPROX.13.9 KM 0880447.2 |
 ES1158| ES1076 DECKER                              APPROX.12.5 KM 0982327.4 |
 ES1158|---------------------------------------------------------------------|
 ES1158
 ES1158                          SUPERSEDED SURVEY CONTROL
 ES1158
 ES1158  NAD 83(1986)-  34 30 04.83272(N)    110 29 17.84108(W) AD(       ) 3
 ES1158  NGVD 29 (04/27/90) 1934.2    (m)         6346.     (f) VERT ANG    3  
 ES1158
 ES1158.Superseded values are not recommended for survey control.
 ES1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1158.See file dsdata.txt to determine how the superseded data were derived.
 ES1158
 ES1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4697617865(NAD 83)
 ES1158_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1158_SETTING: 80 = SET IN A BOULDER
 ES1158_SP_SET: PARTIALLY EXPOSED BOULDER
 ES1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1158+STABILITY: SURFACE MOTION
 ES1158
 ES1158  HISTORY     - Date     Condition        Report By
 ES1158  HISTORY     - 1949     MONUMENTED       USGS
 ES1158  HISTORY     - 1960     GOOD             USGS
 ES1158
 ES1158                          STATION DESCRIPTION
 ES1158
 ES1158'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1158'RECOVERED IN GOOD CONDITION.
 ES1158'
 ES1158'LOCATED 7 MI NE. OF HEBER, ABOUT 3 MI N. OF HEBER-HOLBROOK RD.
 ES1158'ON EAST SIDE OF SUMMIT OF RIDGE W. OF PIERCE WASH, NEAR CENTER OF
 ES1158'SEC 24, T13N R17E, IN SMALL OPENING ABOUT 100 FT. N. OF RUINS OF
 ES1158'OLD INDIAN PIT HOUSE.
 ES1158'
 ES1158'TO REACH FROM HEBER POST OFFICE, GO 7.3 MI E. ALONG
 ES1158'HEBER-HOLBROOK RD. TO SIGN NO. BOUNDARY FENCE.  DRIVE 0.4 MI N.
 ES1158'ON SIDE RD. TO WIRE GATE, CONTINUE 2.6 MI.  TURN E. OFF RD. UP
 ES1158'SMALL DRAIN ABOUT 0.8 MI TO TOP AND EAST SIDE OF LOW RIDGE TO
 ES1158'STATION.
 ES1158'
 ES1158'STATION MARK--STANDARD USDA FOREST SERVICE BRONZE DISK
 ES1158'STAMPED---PIT 1949---, CEMENTED AND COUNTERSUNK IN DRILL HOLE IN
 ES1158'BURIED BOULDER.
 ES1158'
 ES1158'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1596 ***********************************************************************
 DU1596  DESIGNATION -  PLAD
 DU1596  PID         -  DU1596
 DU1596  STATE/COUNTY-  AZ/MARICOPA
 DU1596  USGS QUAD   -  TEMPE (1982)
 DU1596
 DU1596                         *CURRENT SURVEY CONTROL
 DU1596  ___________________________________________________________________
 DU1596* NAD 83(1992)-  33 27 29.90145(N)    111 58 38.40817(W)     ADJUSTED  
 DU1596* NAVD 88     -       362.17   (+/-2cm)    1188.2    (feet)  VERTCON   
 DU1596  ___________________________________________________________________
 DU1596  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DU1596  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU1596  HORZ ORDER  -  SECOND
 DU1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1596
 DU1596.The horizontal coordinates were established by classical geodetic methods
 DU1596.and adjusted by the National Geodetic Survey in August 1993.
 DU1596
 DU1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1596.The vertical order pertains to the NGVD 29 superseded value.
 DU1596
 DU1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1596
 DU1596.The geoid height was determined by GEOID03.
 DU1596
 DU1596;                    North         East     Units Scale Factor Converg.
 DU1596;SPC AZ C     -   272,578.152   207,720.351   MT  0.99990039   -0 02 00.4
 DU1596;SPC AZ C     -   894,285.28    681,497.21   iFT  0.99990039   -0 02 00.4
 DU1596;UTM  12      - 3,702,523.764   409,174.579   MT  0.99970170   -0 32 19.9
 DU1596
 DU1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1596!SPC AZ C     -   0.99994781  x   0.99990039  =   0.99984821
 DU1596!UTM  12      -   0.99994781  x   0.99970170  =   0.99964953
 DU1596
 DU1596|---------------------------------------------------------------------|
 DU1596| PID    Reference Object                     Distance      Geod. Az  |
 DU1596|                                                           dddmmss.s |
 DU1596| DU1569 PLAD RM 1                            11.509 METERS 08851     |
 DU1596| DU0870 PLAD AZ MK                                         2093450.5 |
 DU1596| DU1568 PLAD RM 2                            13.089 METERS 26819     |
 DU1596|---------------------------------------------------------------------|
 DU1596
 DU1596                          SUPERSEDED SURVEY CONTROL
 DU1596
 DU1596  NAD 83(1986)-  33 27 29.89591(N)    111 58 38.41339(W) AD(       ) 2
 DU1596  NAD 27      -  33 27 29.73710(N)    111 58 35.88520(W) AD(       ) 2
 DU1596  NGVD 29 (??/??/92)  361.52   (m)         1186.1    (f) COMPUTED    2 0
 DU1596
 DU1596.Superseded values are not recommended for survey control.
 DU1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1596.See file dsdata.txt to determine how the superseded data were derived.
 DU1596
 DU1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0917502524(NAD 83)
 DU1596_MARKER: DE = TRAVERSE STATION DISK
 DU1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU1596
 DU1596  HISTORY     - Date     Condition        Report By
 DU1596  HISTORY     - 1963     MONUMENTED       CGS
 DU1596  HISTORY     - 1966     GOOD             AZHD
 DU1596  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU1596
 DU1596                          STATION DESCRIPTION
 DU1596
 DU1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU1596'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF THE
 DU1596'CENTER OF PHOENIX, 1/2 MILE SOUTH OF EAST MC DOWELL ROAD, ABOUT
 DU1596'250 FEET EAST OF NORTH 48TH STREET, AND ON THE SOUTH SIDE OF
 DU1596'EAST ROOSEVELT STREET.
 DU1596'
 DU1596'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 DU1596'ROUND CONCRETE POST WHICH PROJECTS ABOUT 1 INCH FROM THE GROUND
 DU1596'AND IS STAMPED PLAD 1963.  THE MARK IS 55 FEET SOUTHEAST OF
 DU1596'THE CENTER OF A GATE, 24 FEET EAST OF A LONE TREE, 23 FEET
 DU1596'SOUTH OF THE CENTER OF EAST ROOSEVELT STREET, AND 3.4 FEET
 DU1596'SOUTHEAST OF A WITNESS POST.
 DU1596'
 DU1596'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DU1596'OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1 INCH FROM THE GROUND
 DU1596'AND IS STAMPED PLAD 1963.  THE MARK IS 49 FEET SOUTH-SOUTHWEST
 DU1596'OF POWER POLE NUMBER 4830, 40.7 FEET EAST OF THE WITNESS
 DU1596'POST, AND 23 FEET SOUTH OF THE CENTER OF EAST ROOSEVELT
 DU1596'STREET.
 DU1596'
 DU1596'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DU1596'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES FROM
 DU1596'THE GROUND AND IS STAMPED PLAD NO 2 1963.  THE MARK IS 50
 DU1596'FEET SOUTH-SOUTHWEST OF THE CENTER OF A GATE, 40 FEET WEST
 DU1596'OF A WITNESS POST, 25 FEET SOUTH OF THE CENTER OF EAST ROOSEVELT
 DU1596'STREET, AND 18 FEET WEST OF A LONE TREE.
 DU1596'
 DU1596'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DU1596'THE WEST CURB OF NORTH 48TH STREET AND IS STAMPED PLAD 1963.
 DU1596'THE MARK IS 35 FEET EAST OF THE NORTHEAST CORNER OF HOUSE
 DU1596'NUMBER 814, 27 FEET WEST OF THE CENTER OF NORTH 48TH STREET,
 DU1596'AND 6 FEET SOUTH OF THE CENTER OF A DRIVE.
 DU1596'
 DU1596'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON EAST ROOSEVELT
 DU1596'STREET FOR 0.05 MILE TO NORTH 48TH STREET, TURN LEFT AND GO
 DU1596'SOUTH ON NORTH 48TH STREET FOR 0.1 MILE TO AZIMUTH MARK
 DU1596'ON THE RIGHT AS DESCRIBED.
 DU1596'
 DU1596'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DU1596
 DU1596                          STATION RECOVERY (1966)
 DU1596
 DU1596'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DU1596'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND
 DU1596'THE AZIMUTH MARK WERE RECOVERED BY THE ARIZONA STATE HIGHWAY
 DU1596'DEPARTMENT AND FOUND TO BE IN GOOD CONDITION.  IT WAS DETERMINED
 DU1596'BY THE HIGHWAY DEPARTMENT THAT THE STATION MARK AND REFERENCE
 DU1596'MARKS 1 AND 2 WOULD SOON BE DESTROYED BY INTERSTATE HIGHWAY
 DU1596'CONSTRUCTION, SO THEY ESTABLISHED PLAD 2, WITH NEW REFERENCE
 DU1596'MARKS, AND DESTROYED ALL OF THE ORIGINAL MARKS WITH THE
 DU1596'EXCEPTION OF THE AZIMUTH MARK.  THE AZIMUTH MARK WAS
 DU1596'INCORPORATED INTO THE NEW STATION.
 DU1596'
 DU1596'THE ORIGINAL STATION MARK AND REFERENCE MARK 1 AND 2 DISKS
 DU1596'WERE RETURNED TO THE LOS ANGELES FIELD OFFICE BY THE ARIZONA
 DU1596'STATE HIGHWAY DEPARTMENT.
 DU1596
 DU1596                          STATION RECOVERY (2008)
 DU1596
 DU1596'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1596'DESTROYED. SEE RECOVERY NOTE FROM 1966.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0868 ***********************************************************************
 DU0868  DESIGNATION -  PLAD 2
 DU0868  PID         -  DU0868
 DU0868  STATE/COUNTY-  AZ/MARICOPA
 DU0868  USGS QUAD   -  TEMPE (1982)
 DU0868
 DU0868                         *CURRENT SURVEY CONTROL
 DU0868  ___________________________________________________________________
 DU0868* NAD 83(1992)-  33 27 29.77637(N)    111 58 38.49287(W)     NO CHECK  
 DU0868* NAVD 88     -       362.193  (meters)    1188.29   (feet)  ADJUSTED  
 DU0868  ___________________________________________________________________
 DU0868  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DU0868  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0868  DYNAMIC HT  -         361.774 (meters)    1186.92  (feet)  COMP
 DU0868  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DU0868
 DU0868  HORZ ORDER  -  SECOND
 DU0868  VERT ORDER  -  SECOND    CLASS I
 DU0868
 DU0868.The horizontal coordinates were established by classical geodetic methods
 DU0868.and adjusted by the National Geodetic Survey in August 1993.
 DU0868.No horizontal observational check was made to the station.
 DU0868
 DU0868.The orthometric height was determined by differential leveling
 DU0868.and adjusted in November 1993.
 DU0868
 DU0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0868
 DU0868.The geoid height was determined by GEOID03.
 DU0868
 DU0868.The dynamic height is computed by dividing the NAVD 88
 DU0868.geopotential number by the normal gravity value computed on the
 DU0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0868.degrees latitude (g = 980.6199 gals.).
 DU0868
 DU0868.The modeled gravity was interpolated from observed gravity values.
 DU0868
 DU0868;                    North         East     Units Scale Factor Converg.
 DU0868;SPC AZ C     -   272,574.300   207,718.161   MT  0.99990039   -0 02 00.5
 DU0868;SPC AZ C     -   894,272.64    681,490.03   iFT  0.99990039   -0 02 00.5
 DU0868;UTM  12      - 3,702,519.933   409,172.356   MT  0.99970171   -0 32 20.0
 DU0868
 DU0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0868!SPC AZ C     -   0.99994781  x   0.99990039  =   0.99984820
 DU0868!UTM  12      -   0.99994781  x   0.99970171  =   0.99964953
 DU0868
 DU0868|---------------------------------------------------------------------|
 DU0868| PID    Reference Object                     Distance      Geod. Az  |
 DU0868|                                                           dddmmss.s |
 DU0868| DU1596 PLAD                                  4.431 METERS 02935     |
 DU0868| DU0869 PLAD 2 RM 1                          13.753 METERS 08956     |
 DU0868| DU0870 PLAD AZ MK                                         2093444.2 |
 DU0868| DU0867 PLAD 2 RM 2                          10.871 METERS 27002     |
 DU0868|---------------------------------------------------------------------|
 DU0868
 DU0868                          SUPERSEDED SURVEY CONTROL
 DU0868
 DU0868  NAD 83(1986)-  33 27 29.77083(N)    111 58 38.49810(W) AD(       ) 2
 DU0868  NAD 27      -  33 27 29.61201(N)    111 58 35.96987(W) AD(       ) 2
 DU0868  NGVD 29 (??/??/??)  361.53   (m)         1186.1    (f) RESET       3  
 DU0868
 DU0868.Superseded values are not recommended for survey control.
 DU0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0868.See file dsdata.txt to determine how the superseded data were derived.
 DU0868
 DU0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0917202520(NAD 83)
 DU0868_MARKER: DS = TRIANGULATION STATION DISK
 DU0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0868_STAMPING: PLAD 2 1966
 DU0868_MARK LOGO: CGS   
 DU0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0868+STABILITY: SURFACE MOTION
 DU0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0868+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 DU0868
 DU0868  HISTORY     - Date     Condition        Report By
 DU0868  HISTORY     - 1966     MONUMENTED       CGS
 DU0868  HISTORY     - 1967     GOOD             AZDT
 DU0868  HISTORY     - 1970     GOOD             AZDT
 DU0868  HISTORY     - 1979     GOOD             AZDT
 DU0868  HISTORY     - 20060823 GOOD             GEOCAC
 DU0868
 DU0868                          STATION DESCRIPTION
 DU0868
 DU0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (PAW)
 DU0868'THE STATION IS LOCATED 6 MILES EAST-NORTHEAST OF THE CENTER
 DU0868'OF PHOENIX, 1/2 MILE SOUTH OF EAST MC DOWELL ROAD, ABOUT 250
 DU0868'FEET EAST OF NORTH 48TH STREET, AND ON THE SOUTH SIDE OF
 DU0868'EAST ROOSEVELT STREET.
 DU0868'
 DU0868'THE STATION MARK IS A STANDARD DISK, STAMPED PLAD 2 1966,
 DU0868'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS 10
 DU0868'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE SURFACE
 DU0868'OF THE GROUND.  IT IS 5 FEET EAST OF A METAL WITNESS POST
 DU0868'WITH SIGN ATTACHED.
 DU0868'
 DU0868'REFERENCE MARK 1, A STANDARD DISK STAMPED PLAD 2 NO 1 1966,
 DU0868'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 DU0868'IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE
 DU0868'OF THE GROUND.
 DU0868'
 DU0868'REFERENCE MARK 2, A STANDARD DISK STAMPED PLAD 2 NO 2 1966,
 DU0868'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 DU0868'IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE
 DU0868'OF THE GROUND.
 DU0868'
 DU0868'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PLAD 1963, CEMENTED
 DU0868'IN A DRILL HOLE IN THE WEST CURB OF NORTH 48TH STREET.  IT
 DU0868'IS 35 FEET EAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 814,
 DU0868'27 FEET WEST OF THE CENTER OF NORTH 48TH STREET, AND 6 FEET
 DU0868'SOUTH OF THE CENTER OF A DRIVE.
 DU0868'
 DU0868'NOTE--THIS STATION WAS ESTABLISHED BY THE ARIZONA STATE HIGHWAY
 DU0868'DEPARTMENT AND THE ABOVE DESCRIPTION WAS WRITTEN FROM THEIR
 DU0868'NOTES.
 DU0868
 DU0868                          STATION RECOVERY (1967)
 DU0868
 DU0868'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 DU0868'6.0 MI NE FROM PHOENIX.
 DU0868'LOCATED 6 MILES EAST-NORTHEAST OF THE CENTER OF PHOENIX, 0.5 MILE
 DU0868'SOUTH OF EAST MCDOWELL ROAD, ABOUT 250 FEET EAST OF NORTH 48TH STREET,
 DU0868'AND ON THE SOUTH SIDE OF EAST ROOSEVELT STREET, 5 FEET EAST OF A METAL
 DU0868'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DU0868'INCHES.
 DU0868
 DU0868                          STATION RECOVERY (1970)
 DU0868
 DU0868'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0868'RECOVERED IN GOOD CONDITION.
 DU0868
 DU0868                          STATION RECOVERY (1979)
 DU0868
 DU0868'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0868'RECOVERED IN GOOD CONDITION.
 DU0868
 DU0868                          STATION RECOVERY (2006)
 DU0868
 DU0868'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0869 ***********************************************************************
 DU0869  DESIGNATION -  PLAD 2 RM 1
 DU0869  PID         -  DU0869
 DU0869  STATE/COUNTY-  AZ/MARICOPA
 DU0869  USGS QUAD   -  TEMPE (1982)
 DU0869
 DU0869                         *CURRENT SURVEY CONTROL
 DU0869  ___________________________________________________________________
 DU0869* NAD 83(1986)-  33 27 29.     (N)    111 58 39.     (W)     SCALED    
 DU0869* NAVD 88     -       362.134  (meters)    1188.10   (feet)  ADJUSTED  
 DU0869  ___________________________________________________________________
 DU0869  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0869  DYNAMIC HT  -         361.716 (meters)    1186.73  (feet)  COMP
 DU0869  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DU0869
 DU0869  VERT ORDER  -  SECOND    CLASS I
 DU0869
 DU0869.The horizontal coordinates were scaled from a topographic map and have
 DU0869.an estimated accuracy of +/- 6 seconds.
 DU0869
 DU0869.The orthometric height was determined by differential leveling
 DU0869.and adjusted in November 1993.
 DU0869
 DU0869.The geoid height was determined by GEOID03.
 DU0869
 DU0869.The dynamic height is computed by dividing the NAVD 88
 DU0869.geopotential number by the normal gravity value computed on the
 DU0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0869.degrees latitude (g = 980.6199 gals.).
 DU0869
 DU0869.The modeled gravity was interpolated from observed gravity values.
 DU0869
 DU0869;                    North         East    Units  Estimated Accuracy
 DU0869;SPC AZ C     -   272,550.      207,710.      MT  (+/- 180 meters Scaled)
 DU0869
 DU0869                          SUPERSEDED SURVEY CONTROL
 DU0869
 DU0869  NGVD 29 (??/??/??)  361.47   (m)         1185.9    (f) RESET       3  
 DU0869
 DU0869.Superseded values are not recommended for survey control.
 DU0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0869.See file dsdata.txt to determine how the superseded data were derived.
 DU0869
 DU0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC091024(NAD 83)
 DU0869_MARKER: DR = REFERENCE MARK DISK
 DU0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0869_STAMPING: PLAD 2 NO 1 1966
 DU0869_MARK LOGO: CGS   
 DU0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0869+STABILITY: SURFACE MOTION
 DU0869
 DU0869  HISTORY     - Date     Condition        Report By
 DU0869  HISTORY     - 1966     MONUMENTED       AZDT
 DU0869  HISTORY     - 1967     GOOD             AZDT
 DU0869  HISTORY     - 1970     GOOD             AZDT
 DU0869  HISTORY     - 1979     GOOD             AZDT
 DU0869  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DU0869
 DU0869                          STATION DESCRIPTION
 DU0869
 DU0869'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 DU0869'6.0 MI NE FROM PHOENIX.
 DU0869'LOCATED 6 MILES EAST-NORTHEAST OF THE CENTER OF PHOENIX, 0.5 MILE
 DU0869'SOUTH OF EAST MCDOWELL ROAD, 45.12 FEET EAST-SOUTHEAST OF THE STATION,
 DU0869'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0869
 DU0869                          STATION RECOVERY (1970)
 DU0869
 DU0869'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0869'RECOVERED IN GOOD CONDITION.
 DU0869
 DU0869                          STATION RECOVERY (1979)
 DU0869
 DU0869'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0869'RECOVERED IN GOOD CONDITION.
 DU0869
 DU0869                          STATION RECOVERY (2006)
 DU0869
 DU0869'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0867 ***********************************************************************
 DU0867  DESIGNATION -  PLAD 2 RM 2
 DU0867  PID         -  DU0867
 DU0867  STATE/COUNTY-  AZ/MARICOPA
 DU0867  USGS QUAD   -  TEMPE (1982)
 DU0867
 DU0867                         *CURRENT SURVEY CONTROL
 DU0867  ___________________________________________________________________
 DU0867* NAD 83(1986)-  33 27 36.     (N)    111 58 41.     (W)     SCALED    
 DU0867* NAVD 88     -       361.979  (meters)    1187.59   (feet)  ADJUSTED  
 DU0867  ___________________________________________________________________
 DU0867  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0867  DYNAMIC HT  -         361.561 (meters)    1186.22  (feet)  COMP
 DU0867  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 DU0867
 DU0867  VERT ORDER  -  SECOND    CLASS I
 DU0867
 DU0867.The horizontal coordinates were scaled from a topographic map and have
 DU0867.an estimated accuracy of +/- 6 seconds.
 DU0867
 DU0867.The orthometric height was determined by differential leveling
 DU0867.and adjusted in November 1993.
 DU0867
 DU0867.The geoid height was determined by GEOID03.
 DU0867
 DU0867.The dynamic height is computed by dividing the NAVD 88
 DU0867.geopotential number by the normal gravity value computed on the
 DU0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0867.degrees latitude (g = 980.6199 gals.).
 DU0867
 DU0867.The modeled gravity was interpolated from observed gravity values.
 DU0867
 DU0867;                    North         East    Units  Estimated Accuracy
 DU0867;SPC AZ C     -   272,770.      207,650.      MT  (+/- 180 meters Scaled)
 DU0867
 DU0867                          SUPERSEDED SURVEY CONTROL
 DU0867
 DU0867  NGVD 29 (??/??/??)  361.32   (m)         1185.4    (f) RESET       3  
 DU0867
 DU0867.Superseded values are not recommended for survey control.
 DU0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0867.See file dsdata.txt to determine how the superseded data were derived.
 DU0867
 DU0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC091027(NAD 83)
 DU0867_MARKER: DB = BENCH MARK DISK
 DU0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0867_STAMPING: PLAD 2 NO 2 1966
 DU0867_MARK LOGO: CGS   
 DU0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0867+STABILITY: SURFACE MOTION
 DU0867
 DU0867  HISTORY     - Date     Condition        Report By
 DU0867  HISTORY     - 1966     MONUMENTED       AZDT
 DU0867  HISTORY     - 1970     GOOD             AZDT
 DU0867  HISTORY     - 1979     GOOD             AZDT
 DU0867  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DU0867
 DU0867                          STATION DESCRIPTION
 DU0867
 DU0867'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1966
 DU0867'6 MI ENE FROM PHOENIX.
 DU0867'LOCATED 6 MILES EAST-NORTHEAST OF THE CENTER OF PHOENIX, 0.5 MILE
 DU0867'SOUTH OF EAST MCDOWELL ROAD, 35.67 FEET WEST-NORTHWEST OF THE STATION,
 DU0867'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 DU0867'GROUND.
 DU0867
 DU0867                          STATION RECOVERY (1970)
 DU0867
 DU0867'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1970
 DU0867'RECOVERED IN GOOD CONDITION.
 DU0867
 DU0867                          STATION RECOVERY (1979)
 DU0867
 DU0867'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0867'RECOVERED IN GOOD CONDITION.
 DU0867
 DU0867                          STATION RECOVERY (2006)
 DU0867
 DU0867'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0870 ***********************************************************************
 DU0870  DESIGNATION -  PLAD AZ MK
 DU0870  PID         -  DU0870
 DU0870  STATE/COUNTY-  AZ/MARICOPA
 DU0870  USGS QUAD   -  TEMPE (1982)
 DU0870
 DU0870                         *CURRENT SURVEY CONTROL
 DU0870  ___________________________________________________________________
 DU0870* NAD 83(1986)-  33 27 29.     (N)    111 58 38.     (W)     SCALED    
 DU0870* NAVD 88     -       360.144  (meters)    1181.57   (feet)  ADJUSTED  
 DU0870  ___________________________________________________________________
 DU0870  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0870  DYNAMIC HT  -         359.728 (meters)    1180.21  (feet)  COMP
 DU0870  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 DU0870
 DU0870  VERT ORDER  -  SECOND    CLASS I
 DU0870
 DU0870.The horizontal coordinates were scaled from a topographic map and have
 DU0870.an estimated accuracy of +/- 6 seconds.
 DU0870
 DU0870.The orthometric height was determined by differential leveling
 DU0870.and adjusted in November 1993.
 DU0870
 DU0870.The geoid height was determined by GEOID03.
 DU0870
 DU0870.The dynamic height is computed by dividing the NAVD 88
 DU0870.geopotential number by the normal gravity value computed on the
 DU0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0870.degrees latitude (g = 980.6199 gals.).
 DU0870
 DU0870.The modeled gravity was interpolated from observed gravity values.
 DU0870
 DU0870;                    North         East    Units  Estimated Accuracy
 DU0870;SPC AZ C     -   272,550.      207,730.      MT  (+/- 180 meters Scaled)
 DU0870
 DU0870                          SUPERSEDED SURVEY CONTROL
 DU0870
 DU0870  NGVD 29 (??/??/??)  359.48   (m)         1179.4    (f) RESET       3  
 DU0870
 DU0870.Superseded values are not recommended for survey control.
 DU0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0870.See file dsdata.txt to determine how the superseded data were derived.
 DU0870
 DU0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC091024(NAD 83)
 DU0870_MARKER: DS = TRIANGULATION STATION DISK
 DU0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0870_SP_SET: CURB
 DU0870_STAMPING: PLAD 1963
 DU0870_MARK LOGO: CGS   
 DU0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0870
 DU0870  HISTORY     - Date     Condition        Report By
 DU0870  HISTORY     - 1963     MONUMENTED       CGS
 DU0870  HISTORY     - 1967     GOOD             AZDT
 DU0870  HISTORY     - 1970     GOOD             NGS
 DU0870  HISTORY     - 1979     GOOD             AZDT
 DU0870  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DU0870
 DU0870                          STATION DESCRIPTION
 DU0870
 DU0870'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 DU0870'6.5 MI NE FROM PHOENIX.
 DU0870'LOCATED 6 MILES EAST-NORTHEAST OF THE CENTER OF PHOENIX, 0.65 MILE
 DU0870'SOUTH OF EAST MCDOWELL ROAD, CEMENTED IN A DRILL HOLE IN THE WEST CURB
 DU0870'OF NORTH 48TH STREET, 35 FEET EAST OF THE NORTHEAST CORNER OF HOUSE
 DU0870'NUMBER 814, 27 FEET WEST OF THE CENTER OF NORTH 48TH STREET, 6 FEET
 DU0870'SOUTH OF THE CENTER OF A DRIVE.
 DU0870
 DU0870                          STATION RECOVERY (1970)
 DU0870
 DU0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0870'RECOVERED IN GOOD CONDITION.
 DU0870
 DU0870                          STATION RECOVERY (1979)
 DU0870
 DU0870'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0870'RECOVERED IN GOOD CONDITION.
 DU0870
 DU0870                          STATION RECOVERY (2006)
 DU0870
 DU0870'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0146 ***********************************************************************
 CH0146  DESIGNATION -  PLAIN
 CH0146  PID         -  CH0146
 CH0146  STATE/COUNTY-  AZ/PIMA
 CH0146  USGS QUAD   -  GU OIDAK (1988)
 CH0146
 CH0146                         *CURRENT SURVEY CONTROL
 CH0146  ___________________________________________________________________
 CH0146* NAD 83(1992)-  31 52 55.35647(N)    112 06 17.14972(W)     ADJUSTED  
 CH0146* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 CH0146  ___________________________________________________________________
 CH0146  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 CH0146  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 CH0146  HORZ ORDER  -  FIRST
 CH0146
 CH0146.The horizontal coordinates were established by classical geodetic methods
 CH0146.and adjusted by the National Geodetic Survey in August 1993.
 CH0146
 CH0146.The orthometric height was scaled from a topographic map.
 CH0146
 CH0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0146
 CH0146.The geoid height was determined by GEOID03.
 CH0146
 CH0146;                    North         East     Units Scale Factor Converg.
 CH0146;SPC AZ C     -    97,804.056   195,565.158   MT  0.99990390   -0 05 57.7
 CH0146;SPC AZ C     -   320,879.45    641,617.97   iFT  0.99990390   -0 05 57.7
 CH0146;UTM  12      - 3,527,893.317   395,512.897   MT  0.99973464   -0 35 00.8
 CH0146
 CH0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0146!SPC AZ C     -   0.99991169  x   0.99990390  =   0.99981560
 CH0146!UTM  12      -   0.99991169  x   0.99973464  =   0.99964635
 CH0146
 CH0146|---------------------------------------------------------------------|
 CH0146| PID    Reference Object                     Distance      Geod. Az  |
 CH0146|                                                           dddmmss.s |
 CH0146| CH6120 PLAIN RM 1                           17.975 METERS 15459     |
 CH0146| CH6121 PLAIN RM 2                           15.769 METERS 23530     |
 CH0146| CH6122 PLAIN RM 3 AZIMUTH                                 2853148.1 |
 CH0146|---------------------------------------------------------------------|
 CH0146
 CH0146                          SUPERSEDED SURVEY CONTROL
 CH0146
 CH0146  NAD 83(1986)-  31 52 55.34886(N)    112 06 17.14991(W) AD(       ) 1
 CH0146  NAD 27      -  31 52 55.06800(N)    112 06 14.68700(W) AD(       ) 1
 CH0146
 CH0146.Superseded values are not recommended for survey control.
 CH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0146.See file dsdata.txt to determine how the superseded data were derived.
 CH0146
 CH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9551327893(NAD 83)
 CH0146_MARKER: DS = TRIANGULATION STATION DISK
 CH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0146+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 CH0146
 CH0146  HISTORY     - Date     Condition        Report By
 CH0146  HISTORY     - 1935     MONUMENTED       CGS
 CH0146  HISTORY     - 1972     GOOD             AZHD
 CH0146  HISTORY     - 20050419 GOOD             INDIV
 CH0146
 CH0146                          STATION DESCRIPTION
 CH0146
 CH0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CH0146'ON THE PAPAGO INDIAN RESERVATION, ABOUT 13-1/2 MILES EAST-SOUTHEAST
 CH0146'OF SELLS AND ABOUT 4-1/2 MILES SOUTHWEST OF THE INDIAN VILLAGE
 CH0146'OF BIG FIELDS, ON THE FLAT DESERT PLAIN LYING NORTHWEST OF
 CH0146'THE BABOQUIVARI MOUNTAINS, AND JUST EAST OF KOPA PEAK, ABOUT
 CH0146'ONE-EIGHTH MILE NORTHEAST OF THE BIG FIELDS-MOLENITUS ROAD, ON
 CH0146'A SLIGHT RISE OF GROUND, ON THE WEST SIDE OF A SHALLOW SWALE,
 CH0146'18 FEET EAST OF A STUBBY PALOVERDE TREE.  MARKED BY STANDARD
 CH0146'DISKS. REFERENCE MARK NO. 1,
 CH0146'A STANDARD BRONZE REFERENCE DISK, IS 17.975 METERS
 CH0146'(58.97 FEET) FROM STATION S 25 DEG 01 MIN E.
 CH0146'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CH0146'IS 15.769 METERS (51.74 FEET) FROM STATION S 55 DEG 30 MIN W
 CH0146'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 CH0146'IS N 74 DEG 28 MIN W. THE
 CH0146'DISTANCE TO THE AZIMUTH MARK IS NOT AVAILABLE AND IT WAS
 CH0146'NOT RECOVERED IN 1936.
 CH0146
 CH0146                          STATION RECOVERY (1972)
 CH0146
 CH0146'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0146'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CH0146'AS DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
 CH0146
 CH0146                          STATION RECOVERY (2005)
 CH0146
 CH0146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JB)
 CH0146'DESCTRIPION NEEDS TO BE CHANGED AND SHOULD READ, ON THE PAPAGO INDIAN
 CH0146'RESERVATION, ABOUT 13-1/2 MILES WEST-SOUTHWEST OF SELLS.
 CH0146'THE REST OF THE DESCTIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1925 ***********************************************************************
 DV1925  DESIGNATION -  PLAINS
 DV1925  PID         -  DV1925
 DV1925  STATE/COUNTY-  AZ/YUMA
 DV1925  USGS QUAD   -  BARAGAN MTN (1965)
 DV1925
 DV1925                         *CURRENT SURVEY CONTROL
 DV1925  ___________________________________________________________________
 DV1925* NAD 83(1992)-  33 05 09.29826(N)    113 28 12.89188(W)     ADJUSTED  
 DV1925* NAVD 88     -       375.4    (meters)    1232.     (feet)  VERTCON   
 DV1925  ___________________________________________________________________
 DV1925  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 DV1925  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DV1925  HORZ ORDER  -  SECOND
 DV1925
 DV1925.The horizontal coordinates were established by classical geodetic methods
 DV1925.and adjusted by the National Geodetic Survey in August 1993.
 DV1925
 DV1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1925
 DV1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1925
 DV1925.The geoid height was determined by GEOID03.
 DV1925
 DV1925;                    North         East     Units Scale Factor Converg.
 DV1925;SPC AZ W     -   231,321.659   239,476.681   MT  0.99994174   +0 09 09.8
 DV1925;SPC AZ W     -   758,929.33    785,684.65   iFT  0.99994174   +0 09 09.8
 DV1925;UTM  12      - 3,663,525.970   269,434.579   MT  1.00025550   -1 20 56.7
 DV1925
 DV1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1925!SPC AZ W     -   0.99994608  x   0.99994174  =   0.99988783
 DV1925!UTM  12      -   0.99994608  x   1.00025550  =   1.00020157
 DV1925
 DV1925|---------------------------------------------------------------------|
 DV1925| PID    Reference Object                     Distance      Geod. Az  |
 DV1925|                                                           dddmmss.s |
 DV1925| CH3943 PLAINS RM 1                          11.309 METERS 02159     |
 DV1925| CH3942 PLAINS AZ MK                                       1920720.1 |
 DV1925| DA1423 PALOMAS                             APPROX.17.9 KM 2342648.9 |
 DV1925| CH3944 PLAINS RM 2                          13.139 METERS 28900     |
 DV1925| DV1944 FLAT TOPPED BU 18 MI NW HORN        APPROX.14.7 KM 2895335.8 |
 DV1925| DV1947 CONICAL PEAK 24 MI NW OF HORN       APPROX.21.9 KM 2942659.3 |
 DV1925|---------------------------------------------------------------------|
 DV1925
 DV1925                          SUPERSEDED SURVEY CONTROL
 DV1925
 DV1925  NAD 83(1986)-  33 05 09.29207(N)    113 28 12.89841(W) AD(       ) 2
 DV1925  NAD 27      -  33 05 09.13500(N)    113 28 10.20100(W) AD(       ) 2
 DV1925  NGVD 29 (07/19/86)  374.8    (m)         1230.     (f) VERT ANG    3  
 DV1925
 DV1925.Superseded values are not recommended for survey control.
 DV1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1925.See file dsdata.txt to determine how the superseded data were derived.
 DV1925
 DV1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6943563526(NAD 83)
 DV1925_MARKER: DS = TRIANGULATION STATION DISK
 DV1925_SETTING: 66 = SET IN ROCK OUTCROP
 DV1925_SP_SET: SET IN BEDROCK
 DV1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1925+STABILITY: POSITION/ELEVATION WELL
 DV1925
 DV1925  HISTORY     - Date     Condition        Report By
 DV1925  HISTORY     - 1925     MONUMENTED       USGS
 DV1925  HISTORY     - 1950     GOOD             USGS
 DV1925  HISTORY     - 1964     GOOD             USGS
 DV1925  HISTORY     - 1968     GOOD             AMS
 DV1925
 DV1925                          STATION DESCRIPTION
 DV1925
 DV1925'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DV1925'LOCATED ABOUT 12 MI N. OF PALOMAS POST OFFICE, 0.75 MI E. OF
 DV1925'PALOMAS-CLANTON WELLS RD.  ON HIGH, LONE ROCKY HILL.
 DV1925'
 DV1925'NO TO REACH GIVEN.
 DV1925'
 DV1925'STATION MARK--STANDARD BRONZE TABLET STAMPED---PLAINS RS 1925---,
 DV1925'CEMENTED IN SOLID ROCK UNDER 6-FT CAIRN.
 DV1925
 DV1925                          STATION RECOVERY (1950)
 DV1925
 DV1925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (JCE)
 DV1925'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF HORN,
 DV1925'A RAILROAD SIDING AND SECTION HOUSE ON THE SOUTHERN PACIFIC
 DV1925'RAILROAD.  IT IS ON THE SOUTHWEST END OF A LARGE, BLACK HILL
 DV1925'(LOW) KNOWN AS BARAGAN MOUNTAIN.  7.3 FEET NORTH-NORTHWEST OF
 DV1925'A 7-FOOT HIGH CAIRN.
 DV1925'
 DV1925'STATION MARK IS A USGS DISK, STAMPED PLAINS R.S. 1925, SET IN
 DV1925'A DRILL HOLE IN A LARGE FLAT-TOPPED TRIANGULAR SHAPED BOULDER
 DV1925'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 DV1925'
 DV1925'REFERENCE MARK 1, STAMPED PLAINS NO 1 1950, IS A STANDARD DISK
 DV1925'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 4 INCHES.
 DV1925'
 DV1925'REFERENCE MARK 2, STAMPED PLAINS NO 2 1950, IS A STANDARD DISK
 DV1925'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 12
 DV1925'INCHES AND IS ABOUT 12 FEET LOWER THAN THE STATION MARK.
 DV1925'
 DV1925'AZIMUTH MARK, STAMPED PLAINS 1950, IS A STANDARD DISK BRAZED
 DV1925'TO TOP OF A 3-INCH IRON SOIL PIPE PROJECTING ABOUT 12 INCHES.  42
 DV1925'FEET EAST OF THE CENTER LINE OF THE ROAD AND 3.5 FEET NORTHWEST
 DV1925'OF A WITNESS POST.
 DV1925'
 DV1925'TO REACH FROM HORN, GO EAST ON THE SOUTH SIDE OF THE RAILROAD
 DV1925'TRACKS FOR 1.6 MILES TO T-ROAD LEFT, TURN LEFT, CROSSING RAILROAD
 DV1925'TRACKS AND GO NORTHERLY FOR 6.2 MILES TO THE AZIMUTH MARK ON
 DV1925'THE RIGHT.  FROM AZIMUTH MARK, CONTINUE NORTHERLY FOR 2.3 MILES
 DV1925'TO A Y-FORK, THE JUNCTION OF THE LITTLE HORN-SALOME ROADS.  TAKE
 DV1925'RIGHT FORK FOR 1.4 MILES TO A POINT JUST AFTER CROSSING SMALL
 DV1925'WASH, TURN RIGHT, EAST, ON DIM TRACK ROAD FOR 1.3 MILES TO A
 DV1925'LARGE WASH AT BASE OF HILL AND THE END OF TRUCK TRAVEL.  PACK
 DV1925'EASTERLY TO HIGHEST POINT AND STATION.
 DV1925'
 DV1925'A 30 MINUTE PACK.
 DV1925
 DV1925                          STATION RECOVERY (1964)
 DV1925
 DV1925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1925'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
 DV1925'
 DV1925'RM 1--NGS RM DISK STAMPED---PLAINS NO 1 1950---, CEMENTED IN DRILL
 DV1925'HOLE IN BOULDER PROJECTING ABOUT 4 INCHES.
 DV1925'
 DV1925'RM 2--NGS RM DISK STAMPED---PLAINS NO 2 1950---, CEMENTED IN DRILL
 DV1925'HOLE IN BOULDER PROJECTING ABOUT 1 FT, ABOUT 12 FT LOWER THAN
 DV1925'STATION MARK.
 DV1925
 DV1925                          STATION RECOVERY (1968)
 DV1925
 DV1925'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CCS)
 DV1925'STATION MARK, R.M. 1, AND R.M. 2 WERE RECOVERED AS DESCRIBED.
 DV1925'
 DV1925'THE AZIMUTH MARK WAS FOUND BROKEN OFF ABOUT 10-INCHES ABOVE
 DV1925'GROUND.  DISK LEFT THERE BY THIS PARTY.
 DV1925'
 DV1925'CHECK ANGLES AND DISTANCES TO R.M.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0575 ***********************************************************************
 FQ0575  DESIGNATION -  PLAINS
 FQ0575  PID         -  FQ0575
 FQ0575  STATE/COUNTY-  AZ/COCONINO
 FQ0575  USGS QUAD   -  GRAY MOUNTAIN (1969)
 FQ0575
 FQ0575                         *CURRENT SURVEY CONTROL
 FQ0575  ___________________________________________________________________
 FQ0575* NAD 83(1992)-  35 43 27.05698(N)    111 25 30.61778(W)     ADJUSTED  
 FQ0575* NAVD 88     -      1542.2    (meters)    5060.     (feet)  VERTCON   
 FQ0575  ___________________________________________________________________
 FQ0575  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 FQ0575  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0575  HORZ ORDER  -  FIRST
 FQ0575
 FQ0575.The horizontal coordinates were established by classical geodetic methods
 FQ0575.and adjusted by the National Geodetic Survey in August 1993.
 FQ0575
 FQ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0575
 FQ0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0575
 FQ0575.The geoid height was determined by GEOID03.
 FQ0575
 FQ0575;                    North         East     Units Scale Factor Converg.
 FQ0575;SPC AZ C     -   524,023.576   257,824.532   MT  0.99992435   +0 17 13.1
 FQ0575;SPC AZ C     - 1,719,237.45    845,881.01   iFT  0.99992435   +0 17 13.1
 FQ0575;UTM  12      - 3,953,440.269   461,547.191   MT  0.99961822   -0 14 53.7
 FQ0575
 FQ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0575!SPC AZ C     -   0.99976176  x   0.99992435  =   0.99968613
 FQ0575!UTM  12      -   0.99976176  x   0.99961822  =   0.99938007
 FQ0575
 FQ0575|---------------------------------------------------------------------|
 FQ0575| PID    Reference Object                     Distance      Geod. Az  |
 FQ0575|                                                           dddmmss.s |
 FQ0575| CH3940 PLAINS RM 1                          13.813 METERS 09658     |
 FQ0575| CH3941 PLAINS RM 2                          14.183 METERS 17521     |
 FQ0575| FQ0675 KENDRICK PEAK LOOKOUT TOWER         APPROX.52.2 KM 2275151.2 |
 FQ0575| CH3939 PLAINS AZ MK                                       3123155.4 |
 FQ0575|---------------------------------------------------------------------|
 FQ0575
 FQ0575                          SUPERSEDED SURVEY CONTROL
 FQ0575
 FQ0575  NAD 83(1986)-  35 43 27.05791(N)    111 25 30.61501(W) AD(       ) 1
 FQ0575  NAD 27      -  35 43 27.06430(N)    111 25 28.09446(W) AD(       ) 1
 FQ0575  NGVD 29 (07/19/86) 1541.3    (m)         5057.     (f) VERT ANG    3  
 FQ0575
 FQ0575.Superseded values are not recommended for survey control.
 FQ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0575.See file dsdata.txt to determine how the superseded data were derived.
 FQ0575
 FQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6154753440(NAD 83)
 FQ0575_MARKER: DS = TRIANGULATION STATION DISK
 FQ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0575
 FQ0575  HISTORY     - Date     Condition        Report By
 FQ0575  HISTORY     - 1936     MONUMENTED       CGS
 FQ0575  HISTORY     - 1955     GOOD             USGS
 FQ0575  HISTORY     - 1967     GOOD             CGS
 FQ0575  HISTORY     - 1969     GOOD             USGS
 FQ0575  HISTORY     - 19751010 POOR             USGS
 FQ0575  HISTORY     - 1977     GOOD             NGS
 FQ0575
 FQ0575                          STATION DESCRIPTION
 FQ0575
 FQ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0575'STATION IS ABOUT 37 MILES AIRLINE NORTH-NORTHEAST OF FLAGSTAFF
 FQ0575'ON BARREN PLAINS, 4 MILES EAST-SOUTHEAST OF U.S. HIGHWAY 89,
 FQ0575'6 MILES WEST OF LITTLE COLORADO RIVER, 5 MILES WEST-NORTHWEST
 FQ0575'OF STATION BLACK POINT, 2-1/2 MILES EAST OF DESERTED HOUSE
 FQ0575'AND BARN, 0.45 MILE SOUTHEAST OF LONE FENCE CORNER (NO WIRE)
 FQ0575'AT G.L.O. MARK (AZIMUTH MARK) MARKING CORNER OF SECTIONS
 FQ0575'9, 10, 15, 16, T. 27 N., R. 9 E.  THE MARK PROJECTS 6 INCHES.
 FQ0575'
 FQ0575'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  MARK PROJECTS
 FQ0575'3 INCHES.
 FQ0575'
 FQ0575'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  MARK PROJECTS
 FQ0575'5 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 58.06
 FQ0575'FEET.
 FQ0575'
 FQ0575'THE AZIMUTH MARK IS 0.45 MILE NORTHWEST OF STATION AT FENCE
 FQ0575'CORNER POST.  IT IS A GENERAL LAND OFFICE MARK, BEING A BRONZE
 FQ0575'CAP SET ON TOP OF CAST IRON PIPE, PROJECTING 2 FEET.  IT
 FQ0575'MARKS THE CORNER OF SECTIONS 9, 10, 15, 16, T. 27 N., R. 9 E.
 FQ0575'
 FQ0575'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 66
 FQ0575'AND 89 AT TOWNSEND CAMP, 6 MILES EAST OF FLAGSTAFF, GO
 FQ0575'NORTHEASTERLY ON HIGHWAY 89 FOR 30.1 MILES TO SPIDER WEB RANCH
 FQ0575'MAIL BOX ON RIGHT SIDE OF ROAD, CONTINUE ON HIGHWAY 89 FOR 4.2
 FQ0575'MILES TO A FARM ROAD LEADING EAST, THROUGH WIRE GATE, AT WHITE
 FQ0575'POST HIGHWAY STATION MARKED 1806, 84.9.  GO EAST ON THIS
 FQ0575'ROAD FOR 1.1 MILES TO DESERTED HOUSE AND BARN.  FOLLOW DIM
 FQ0575'TRAIL EAST FROM THE SOUTHWEST CORNER OF BARN FOR 1.0 MILE TO
 FQ0575'NORTH-SOUTH FENCE LINE (HERE THE ROAD GETS TOO DIM TO
 FQ0575'FOLLOW).  FROM THIS POINT GO EAST CROSS COUNTRY FOR 1.8 MILES
 FQ0575'TO STATION, 0.45 MILE SOUTHEAST OF LONE FENCE CORNER.
 FQ0575'
 FQ0575'SIGNALS SHOWN FROM THE GROUND AT RIVEREDGE, BLACK POINT, AND
 FQ0575'MESA BUTTE ARE VISIBLE FROM THE GROUND AT THIS STATION.
 FQ0575'
 FQ0575'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET IN SQ. CONCRETE
 FQ0575'POSTS.
 FQ0575'
 FQ0575'HEIGHT OF LIGHT ABOVE STATION MARK - 8 FEET.
 FQ0575
 FQ0575                          STATION RECOVERY (1955)
 FQ0575
 FQ0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0575'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 FQ0575
 FQ0575                          STATION RECOVERY (1967)
 FQ0575
 FQ0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FQ0575'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FQ0575'
 FQ0575'THE DESCRIPTION AND TO REACH WERE ENTIRELY ADEQUATE.
 FQ0575'
 FQ0575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--37 MILES
 FQ0575'NORTHEAST OF FLAGSTAFF
 FQ0575
 FQ0575                          STATION RECOVERY (1969)
 FQ0575
 FQ0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0575'RECOVERED AS DESCRIBED BY CGS.  NEW TO REACH FOLLOWS.
 FQ0575'
 FQ0575'TO REACH FROM GRAY MOUNTAIN TRADING POST ABOUT 44 MI N. OF
 FQ0575'FLAGSTAFF ON U.S. HWY. 89, GO 2.4 MI S. ON HWY. 89 TO DIRT RD.
 FQ0575'E.  GO 0.1 MI E. TO Y-RD.  TAKE LEFT FORK 2.2 MI E. TO Y-RD.
 FQ0575'TAKE LEFT FORK 0.5 MI TO WELL AND STOCK TANK AT END OF RD.  TURN
 FQ0575'N. CROSS-COUNTRY 0.6 MI TO STATION.
 FQ0575
 FQ0575                          STATION RECOVERY (1975)
 FQ0575
 FQ0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (SLG)
 FQ0575'MARK RECOVERED IN POOR CONDITION.
 FQ0575
 FQ0575                          STATION RECOVERY (1977)
 FQ0575
 FQ0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0575'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 FQ0575'FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS CHECKED
 FQ0575'WITHIN 1 MM AND ANGLE BETWEEN MARKS CHECKED BY 12 SECONDS.
 FQ0575'
 FQ0575'A NEW DESCRIPTION FOLLOWS--
 FQ0575'
 FQ0575'FROM GRAY MT. TRADING POST, 42 MILES NORTH OF FLAGSTAFF ON
 FQ0575'U.S. HWY. 89, GO SOUTH ON HWY. 89 FOR 2.4 MILES TO A GATE IN THE
 FQ0575'EAST R/W FENCE, PASS THROUGH GATE AND GO 1.0 MILE PAST A DIRT STOCK
 FQ0575'TANK, CONTINUE EASTERLY FOR ANOTHER 2.5 MILES TO A BLACK METAL
 FQ0575'WATER TANK AND A GREEN WOODEN PUMP HOUSE, TURN NORTH ACROSS
 FQ0575'COUNTRY FOR 0.6 MILE TO A ROCK CAIRN AND THE STATION.
 FQ0575'
 FQ0575'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0575'
 FQ0575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0575'37 MILES NNE OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0912 ***********************************************************************
 FR0912  DESIGNATION -  PLAINS
 FR0912  PID         -  FR0912
 FR0912  STATE/COUNTY-  AZ/COCONINO
 FR0912  USGS QUAD   -  SUPAI CAMP SE (1981)
 FR0912
 FR0912                         *CURRENT SURVEY CONTROL
 FR0912  ___________________________________________________________________
 FR0912* NAD 83(1992)-  35 49 31.44063(N)    112 45 24.06356(W)     ADJUSTED  
 FR0912* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 FR0912  ___________________________________________________________________
 FR0912  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FR0912  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FR0912  HORZ ORDER  -  SECOND
 FR0912
 FR0912.The horizontal coordinates were established by classical geodetic methods
 FR0912.and adjusted by the National Geodetic Survey in June 1998.
 FR0912
 FR0912.The orthometric height was scaled from a topographic map.
 FR0912
 FR0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0912
 FR0912.The geoid height was determined by GEOID03.
 FR0912
 FR0912;                    North         East     Units Scale Factor Converg.
 FR0912;SPC AZ C     -   535,467.360   137,461.038   MT  0.99997096   -0 29 30.1
 FR0912;SPC AZ C     - 1,756,782.68    450,987.66   iFT  0.99997096   -0 29 30.1
 FR0912;UTM  12      - 3,966,007.159   341,318.062   MT  0.99991028   -1 01 42.4
 FR0912
 FR0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0912!SPC AZ C     -   0.99975489  x   0.99997096  =   0.99972585
 FR0912!UTM  12      -   0.99975489  x   0.99991028  =   0.99966519
 FR0912
 FR0912|---------------------------------------------------------------------|
 FR0912| PID    Reference Object                     Distance      Geod. Az  |
 FR0912|                                                           dddmmss.s |
 FR0912| CH3940 PLAINS RM 1                          11.990 METERS 00426     |
 FR0912| CH3939 PLAINS AZ MK                                       1505135.9 |
 FR0912| CH3941 PLAINS RM 2                          15.428 METERS 27538     |
 FR0912|---------------------------------------------------------------------|
 FR0912
 FR0912                          SUPERSEDED SURVEY CONTROL
 FR0912
 FR0912  NAD 83(1992)-  35 49 31.44063(N)    112 45 24.06356(W) AD(       ) 2
 FR0912  NAD 83(1986)-  35 49 31.43336(N)    112 45 24.05973(W) AD(       ) 2
 FR0912  NAD 27      -  35 49 31.47200(N)    112 45 21.38100(W) AD(       ) 2
 FR0912
 FR0912.Superseded values are not recommended for survey control.
 FR0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0912.See file dsdata.txt to determine how the superseded data were derived.
 FR0912
 FR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4131866007(NAD 83)
 FR0912_MARKER: DS = TRIANGULATION STATION DISK
 FR0912_SETTING: 0 = UNSPECIFIED SETTING
 FR0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0912
 FR0912  HISTORY     - Date     Condition        Report By
 FR0912  HISTORY     - 1936     MONUMENTED       CGS
 FR0912  HISTORY     - 1955     GOOD             CGS
 FR0912  HISTORY     - 1969     GOOD             AZHD
 FR0912
 FR0912                          STATION DESCRIPTION
 FR0912
 FR0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0912'STATION IS LOCATED ABOUT 44 MILES, AIRLINE, NORTHWEST OF PEACH
 FR0912'SPRINGS, ON THE NORTH END OF A LOW, BARREN RIDGE OF THE PLAINS
 FR0912'LYING 8 MILES, AIRLINE, NORTHEAST OF ROSE WELL, 4.75 MILES NORTH
 FR0912'OF THE ROSE WELL-ASHFORK TRACK ROAD.  THE STATION RIDGE IS
 FR0912'BROAD AND BARREN AND EXTENDS EAST AND SOUTHWEST FROM THE
 FR0912'STATION.  THERE IS A HIGHER RIDGE ACROSS A DRAW, 1.5 MILES
 FR0912'NORTH AND A SMALLER DRAW WEST OF THE STATION.  A ROCKY PEAK
 FR0912'(STATION ROCKWELL) BEARS 194-1/2 DEGREES MAGNETIC FROM THE
 FR0912'STATION.
 FR0912'
 FR0912'TO REACH FROM WAYSIDE RESTAURANT, AT MAIN INTERSECTION IN
 FR0912'SELIGMAN, GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO TEXACO
 FR0912'SERVICE STATION AND SIGN ON LEFT OF HIGHWAY HAVASUPI INDIAN
 FR0912'VILLAGE 71 MILES, TURN LEFT ON ROAD JUST EAST OF SERVICE
 FR0912'STATION AND GO NORTH 0.2 MILE TO GATE, GO THROUGH GATE AND
 FR0912'CONTINUE NORTH, (GENERALLY, ON MAIN-TRAVELED ROAD 31.8 MILES
 FR0912'TO ROSE WELL AND RANCH, (3V), HEADQUARTERS.  ROSE WELL IS WELL
 FR0912'KNOWN IN THIS SECTION AND MORE DETAILED DIRECTIONS CAN BE
 FR0912'OBTAINED IN SELIGMAN IF DESIRED.  FROM THE RANCH HOUSE AT
 FR0912'ROSE WELL, DRIVE NORTH ON THE MAIN TRACK ROAD 0.8 MILE
 FR0912'(PASSING FENCE CORNER AT 0.4 MILE), TAKE RIGHT FORK,
 FR0912'P.T.R., UP THE VALLEY (EAST) 1.9 MILES TO TOP OF GRADE ON
 FR0912'MESA, CONTINUE ON MAIN ROAD ACROSS MESA (THE ASHFORK ROAD)
 FR0912'DOWN TWO ROCKY SLOPES OFF MESA AND OUT ACROSS PLAINS
 FR0912'(EAST), A TOTAL OF 2.2 MILES FROM TOP OF GRADE ON MESA,
 FR0912'CROSS DEEP DITCH, AND CONTINUE ON ROAD EASTERLY 2.8 MILES
 FR0912'TO A REVERSE Y, GO 50 FEET ON MAIN ROAD, TURN LEFT OFF
 FR0912'THE ROAD AT THIS POINT AND DRIVE DUE NORTH ACROSS THE
 FR0912'PLAINS 4.6 MILES TO LOW SUMMIT OF RIDGE IN PLAINS, TURN
 FR0912'LEFT HERE AND DRIVE WEST 0.15 MILE TO STATION.
 FR0912'
 FR0912'AZIMUTH MARK, IS ON SMALL RISE 0.2 MILE SOUTHEAST
 FR0912'OF STATION.  STATION AND REFERENCE MARK NO. 1 ARE STANDARD
 FR0912'DISKS WELDED TO 3-FOOT PIPE SET IN CONCRETE.
 FR0912'
 FR0912'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FR0912
 FR0912                          STATION RECOVERY (1955)
 FR0912
 FR0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0912'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS
 FR0912'DESCRIBED.  IN ORDER TO RECOVER THIS STATION IT WAS NECESSARY
 FR0912'TO LOCATE AN UNMARKED POINT IN THE VICINITY AND TRAVERSE TO
 FR0912'THE STATION.  NEW DIRECTIONS FOR REACHING THE STATION FOLLOWS--
 FR0912'
 FR0912'TO REACH FROM SELIGMAN, GO W ON U.S. HIGHWAY 66 FOR 11.4
 FR0912'MI. TO A ROAD LEADING N.  TAKE THIS ROAD THROUGH A CATTLE
 FR0912'GUARD AND CONTINUE N FOR 2.7 MI. TO A GATE AND A HOUSE ON THE
 FR0912'LEFT.  CONTINUE THROUGH THE GATE FOR 3.5 MI. TO ANOTHER GATE.
 FR0912'CONTINUE THROUGH THE GATE FOR 20.9 MI. PAST SEVERAL STEEL
 FR0912'WATER TANKS TO ROSEWELL RANCH.  PASS THROUGH TWO GATES AND
 FR0912'CONTINUE N FOR 8.2 MI. ALONG THE MAIN-TRAVELED ROAD AND
 FR0912'WATERLINE TO THE SECOND BLACK WATER TANK AND A FENCE CORNER.
 FR0912'TURN RIGHT AT THE FENCE CORNER AND FOLLOW ALONG THE N SIDE OF
 FR0912'THE FENCE ON A TRACK ROAD FOR 2.6 MI. TO WHERE THE ROAD
 FR0912'LEAVES THE FENCE.  FOLLOW THE TRACK ROAD FOR 1.5 MI. TO A DIRT
 FR0912'WATER TANK.  FROM THE DIRT WATER TANK GO DUE S FOR 1.2
 FR0912'MI.  CROSS OVER A SLIGHT RIDGE INTO A VALLEY, CROSS THE
 FR0912'VALLEY AND GO TO TOP OF THE NEXT RIDGE AND THE STATION
 FR0912'SITE.
 FR0912
 FR0912                          STATION RECOVERY (1969)
 FR0912
 FR0912'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (ARD)
 FR0912'GENERAL LOCATION 37 MI N.NE OF FLAGSTAFF - 4 MI. E.SE. OF
 FR0912'U.S. HWY 89 - 6 MI. W. OF LITTLE COLORADO RIVER 5 MI W. N.W. OF
 FR0912'STA. BLACK POINT
 FR0912'
 FR0912'TO REACH FROM GRAY MOUNTAIN TRADING POST (42 MILES N. OF
 FR0912'FLAGSTAFF ON HWY 89) GO S. ON HWY 89 FOR 2.4 MILES TO A GATE IN E.
 FR0912'R/W FENCE.  GO GENERALLY E. THROUGH GATE AND FOLLOW TRACK ROAD
 FR0912'FOR 1.0 MILES PAST A DIRT STOCK TANKS.
 FR0912'
 FR0912'STATION MARK STANDARD BRASS CAP SET IN CONC. POST PROJECTING
 FR0912'0.5 FT (AS DESCRIBED)
 FR0912'
 FR0912'REFERENCE MARKS STANDARD BRASS CAPS SET IN CONC. POSTS PROJECTING
 FR0912'0.5 FT (R.M. 1 AND R.M. 2) - AS DESCRIBED -
 FR0912'
 FR0912'AZIMUTH MARK NOT RECOVERED AT THIS TIME- NOT NEEDED CONTINUE
 FR0912'EASTERLY FOR ANOTHER 2.5 MILES TO A BLACK METAL WATER TANK AND
 FR0912'A GREEN WOODEN PUMP HOUSE.  TURN N. CROSS-COUNTRY FOR 0.6
 FR0912'MILES TO A ROCK CAIRN AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1081 ***********************************************************************
 ET1081  DESIGNATION -  PLANET
 ET1081  PID         -  ET1081
 ET1081  STATE/COUNTY-  AZ/LA PAZ
 ET1081  USGS QUAD   -  PLANET (1990)
 ET1081
 ET1081                         *CURRENT SURVEY CONTROL
 ET1081  ___________________________________________________________________
 ET1081* NAD 83(1992)-  34 10 01.96035(N)    113 58 54.02464(W)     ADJUSTED  
 ET1081* NAVD 88     -       956.8    (meters)    3139.     (feet)  VERTCON   
 ET1081  ___________________________________________________________________
 ET1081  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 ET1081  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 ET1081  HORZ ORDER  -  FIRST
 ET1081
 ET1081.The horizontal coordinates were established by classical geodetic methods
 ET1081.and adjusted by the National Geodetic Survey in August 1993.
 ET1081
 ET1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1081
 ET1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1081
 ET1081.The geoid height was determined by GEOID03.
 ET1081
 ET1081;                    North         East     Units Scale Factor Converg.
 ET1081;SPC AZ W     -   351,235.674   192,000.323   MT  0.99993896   -0 07 48.4
 ET1081;SPC AZ W     - 1,152,348.01    629,922.32   iFT  0.99993896   -0 07 48.4
 ET1081;UTM  12      - 3,784,714.952   225,143.451   MT  1.00053135   -1 40 32.1
 ET1081;UTM  11      - 3,784,814.432   778,236.448   MT  1.00055440   +1 41 46.4
 ET1081
 ET1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1081!SPC AZ W     -   0.99985463  x   0.99993896  =   0.99979360
 ET1081!UTM  12      -   0.99985463  x   1.00053135  =   1.00038591
 ET1081!UTM  11      -   0.99985463  x   1.00055440  =   1.00040895
 ET1081
 ET1081:                Primary Azimuth Mark                     Grid Az
 ET1081:SPC AZ W     -  SOUTHERN ONE OF TWO DOME PEAKS           003 45 20.4
 ET1081:UTM  12      -  SOUTHERN ONE OF TWO DOME PEAKS           005 18 04.1
 ET1081:UTM  11      -  SOUTHERN ONE OF TWO DOME PEAKS           001 55 45.6
 ET1081
 ET1081|---------------------------------------------------------------------|
 ET1081| PID    Reference Object                     Distance      Geod. Az  |
 ET1081|                                                           dddmmss.s |
 ET1081| ET1089 SOUTHERN ONE OF TWO DOME PEAKS      APPROX.29.4 KM 0033732.0 |
 ET1081| CH3945 PLANET AZ MK                                       0310435.5 |
 ET1081| CH3947 PLANET RM 2                           4.536 METERS 19635     |
 ET1081| CH3946 PLANET RM 1                           3.838 METERS 32715     |
 ET1081|---------------------------------------------------------------------|
 ET1081
 ET1081                          SUPERSEDED SURVEY CONTROL
 ET1081
 ET1081  NAD 83(1986)-  34 10 01.96025(N)    113 58 54.03251(W) AD(       ) 1
 ET1081  NAD 27      -  34 10 01.89300(N)    113 58 51.24100(W) AD(       ) 1
 ET1081  NGVD 29 (07/19/86)  956.2    (m)         3137.     (f) VERT ANG    3  
 ET1081
 ET1081.Superseded values are not recommended for survey control.
 ET1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1081.See file dsdata.txt to determine how the superseded data were derived.
 ET1081
 ET1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2514384715(NAD 83)
 ET1081_MARKER: DS = TRIANGULATION STATION DISK
 ET1081_SETTING: 66 = SET IN ROCK OUTCROP
 ET1081
 ET1081  HISTORY     - Date     Condition        Report By
 ET1081  HISTORY     - 1948     MONUMENTED       CGS
 ET1081  HISTORY     - 1955     GOOD             CGS
 ET1081  HISTORY     - 1972     GOOD             AZHD
 ET1081
 ET1081                          STATION DESCRIPTION
 ET1081
 ET1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1081'THE STATION IS ON THE SUMMIT OF THE HIGHEST MOUNTAIN PEAK AT THE
 ET1081'NORTH END OF THE BUCKSKIN MOUNTAINS.  THIS PEAK, LOCALLY KNOWN
 ET1081'AS PLANET PEAK, IS ABOUT 12 MILES, AIRLINE, E X N OF PARKER, 15
 ET1081'MILES N. OF BOUSE, AND 11 MILES W X S OF ALAMO CROSSING.  THIS
 ET1081'IS THE HIGHEST POINT IN THE VICINITY.
 ET1081'
 ET1081'THE STATION MARK, A STANDARD DISK CEMENTED IN A MASS OF BEDROCK
 ET1081'WHICH IS 4 FEET LONG, 18 IN WIDE FLUSH WITH THE SURFACE OF THE
 ET1081'GROUND, IS STAMPED PLANET 1948.
 ET1081'
 ET1081'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 ET1081'THE TOP OF A MASS OF OUTCROPPING BEDROCK WHICH IS 4 FEET LONG,
 ET1081'3 FEET WIDE, PROJECTING 1 FOOT ABOVE THE SURROUNDING SURFACE, AND
 ET1081'APPROXIMATELY 6 IN LOWER IN ELEVATION THAN THE STATION MARK, IS
 ET1081'STAMPED PLANET NO 1 1948.
 ET1081'
 ET1081'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 ET1081'THE TOP OF A MASS OF BEDROCK WHICH PROJECTS 4 FEET ON THE WEST
 ET1081'AND IS FLUSH WITH THE SURROUNDING SURFACE ON NORTH, EAST AND
 ET1081'SOUTH, IS 5 FEET LOWER IN ELEVATION THAN THE STATION MARK, AND
 ET1081'IS STAMPED PLANET NO 2 1948.
 ET1081'
 ET1081'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 ET1081'TOP OF A BOULDER WHICH IS 4 FEET LONG, 2-1/2 FEET WIDE, PROJECTING
 ET1081'2-1/2 FEET ABOVE THE SURFACE OF THE GROUND, IS ON A RIDGE 35 FEET
 ET1081'HIGHER AND 150 FEET E. OF THE CANYON ROAD AND IS STAMPED PLANET
 ET1081'1948.
 ET1081'
 ET1081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 95 AND
 ET1081'STATE HIGHWAY NO. 72 IN BOUSE GO N. AND E. ON A GRADED DIRT ROAD
 ET1081'13.0 MILES TO FORKS.  TAKE THE LEFT FORK AND GO 0.5 MILE TO
 ET1081'CROSSROADS AT A POWER LINE.  CONTINUE STRAIGHT AHEAD AND GO 5.1
 ET1081'MILES TO A FORK AT SIGN PLANET RANCH 10 MILES.  TAKE THE LEFT
 ET1081'FORK AND GO 2.9 MILES TO A FORK AT THE SUMMIT OF A RIDGE.  KEEP
 ET1081'THE RIGHT FORK MAIN TRAVELED ROAD DOWN GRADE INTO A WASH 2.1
 ET1081'MILES.  THE AZIMUTH MARK IS ON THE RIDGE TO THE RIGHT.  TURN
 ET1081'SHARP LEFT ONTO A DIM TRACK ROAD AND FOLLOW IT ABOUT 1.0 MILE
 ET1081'SOUTHWESTERLY UP WASH, THENCE WESTERLY ABOUT 0.2 MILE TO THE
 ET1081'SUMMIT OF A LOW N-S RIDGE AND THE END OF TRUCK TRAVEL.  FROM
 ET1081'HERE PACK WSW ACROSS A NARROW DEEP WASH THENCE SOUTHWESTERLY
 ET1081'ABOUT 1/2 MILE TO THE BASE OF A STEEP ROCKY RIDGE.  FOLLOW
 ET1081'ALONG THE TOP OF THIS RIDGE S. THENCE W. ABOUT 1/2 MILE TO THE
 ET1081'HIGHEST POINT AND STATION.  A 2 HOUR BACK PACK.
 ET1081
 ET1081                          STATION RECOVERY (1955)
 ET1081
 ET1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1081'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE
 ET1081'STATION GIVEN IN THE ORIGINAL DESCRIPTION WERE FOLLOWED AND
 ET1081'A STAND WAS SEEN IN THE AREA DESCRIBED AS THE STATION SITE.
 ET1081
 ET1081                          STATION RECOVERY (1972)
 ET1081
 ET1081'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1081'GENERAL LOCATION IS ON THE HIGHEST PEAK AT THE N. END OF THE
 ET1081'BUCKSKIN MTS. ABOUT 12 MILES NE OF PARKER.  15 MILES N. OF BOUSE.
 ET1081'
 ET1081'TO REACH AS DESCRIBED.
 ET1081'
 ET1081'STATION MARK GOOD
 ET1081'
 ET1081'REFERENCE MARKS GOOD
 ET1081'
 ET1081'AZIMUTH MARK GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0856 ***********************************************************************
 FR0856  DESIGNATION -  PLATEAU
 FR0856  PID         -  FR0856
 FR0856  STATE/COUNTY-  AZ/COCONINO
 FR0856  USGS QUAD   -  LITTLE HARPO CANYON (1979)
 FR0856
 FR0856                         *CURRENT SURVEY CONTROL
 FR0856  ___________________________________________________________________
 FR0856* NAD 83(1992)-  35 50 27.10526(N)    112 27 46.50823(W)     ADJUSTED  
 FR0856* NAVD 88     -      1732.2    (meters)    5683.     (feet)  VERTCON   
 FR0856  ___________________________________________________________________
 FR0856  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 FR0856  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FR0856  HORZ ORDER  -  FIRST
 FR0856
 FR0856.The horizontal coordinates were established by classical geodetic methods
 FR0856.and adjusted by the National Geodetic Survey in August 1993.
 FR0856
 FR0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0856
 FR0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0856
 FR0856.The geoid height was determined by GEOID03.
 FR0856
 FR0856;                    North         East     Units Scale Factor Converg.
 FR0856;SPC AZ C     -   536,994.899   164,013.816   MT  0.99993000   -0 19 11.5
 FR0856;SPC AZ C     - 1,761,794.29    538,103.07   iFT  0.99993000   -0 19 11.5
 FR0856;UTM  12      - 3,967,285.754   367,881.654   MT  0.99981509   -0 51 24.2
 FR0856
 FR0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0856!SPC AZ C     -   0.99973189  x   0.99993000  =   0.99966191
 FR0856!UTM  12      -   0.99973189  x   0.99981509  =   0.99954703
 FR0856
 FR0856:                Primary Azimuth Mark                     Grid Az
 FR0856:SPC AZ C     -  GRAND CANYON POWER PLANT STACK           050 54 09.4
 FR0856:UTM  12      -  GRAND CANYON POWER PLANT STACK           051 26 22.1
 FR0856
 FR0856|---------------------------------------------------------------------|
 FR0856| PID    Reference Object                     Distance      Geod. Az  |
 FR0856|                                                           dddmmss.s |
 FR0856| GQ0294 GRAND CANYON POWER PLANT STACK      APPROX.37.6 KM 0503457.9 |
 FR0856| GQ0296 GRAND CANYON EL TOVAR HTL GAB       APPROX.37.9 KM 0503650.7 |
 FR0856| GQ0295 GRAND CANYON EL TOVAR STACK         APPROX.37.9 KM 0504140.4 |
 FR0856| GQ0291 GRAND CANYON WATER TANK             APPROX.37.9 KM 0512813.4 |
 FR0856| FQ0625 AGASSIZ PEAK                        APPROX.91.3 KM 1283130.9 |
 FR0856| FQ0674 KENDRICK PEAK                       APPROX.73.3 KM 1304317.8 |
 FR0856| FR0861 MOUNT SITGRAVES                     APPROX.69.0 KM 1430114.6 |
 FR0856| CH3950 PLATEAU RM 2                         17.475 METERS 18542     |
 FR0856| CH3948 PLATEAU RM 1                         65.547 METERS 22622     |
 FR0856| CH3949 PLATEAU RM 1                         30.125 METERS 24537     |
 FR0856|---------------------------------------------------------------------|
 FR0856
 FR0856                          SUPERSEDED SURVEY CONTROL
 FR0856
 FR0856  NAD 83(1986)-  35 50 27.10105(N)    112 27 46.50760(W) AD(       ) 1
 FR0856  NAD 27      -  35 50 27.15200(N)    112 27 43.86600(W) AD(       ) 1
 FR0856  NGVD 29 (07/19/86) 1731.4    (m)         5680.     (f) VERT ANG    3  
 FR0856
 FR0856.Superseded values are not recommended for survey control.
 FR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0856.See file dsdata.txt to determine how the superseded data were derived.
 FR0856
 FR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6788267286(NAD 83)
 FR0856_MARKER: DS = TRIANGULATION STATION DISK
 FR0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0856
 FR0856  HISTORY     - Date     Condition        Report By
 FR0856  HISTORY     - 1920     MONUMENTED       CGS
 FR0856  HISTORY     - 1934     GOOD             CGS
 FR0856  HISTORY     - 1967     GOOD             CGS
 FR0856  HISTORY     - 1972     GOOD             AZHD
 FR0856  HISTORY     - 1974     GOOD             USGS
 FR0856
 FR0856                          STATION DESCRIPTION
 FR0856
 FR0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FR0856'STATION IS ON A FLAT PLATEAU, 4 MI. W OF CACTUS CANYON, AND
 FR0856'ABOUT 15 MI. BY ROAD W OF THE ANITA STATION OF THE GRAND
 FR0856'CANYON RAILWAY.
 FR0856'
 FR0856'TO REACH, CROSS CACTUS CANYON AT CATARACT (W-TRIANGLE) RANCH
 FR0856'AND TAKE THE RIGHT-HAND ROADS TO A LARGE STONE TANK.  STATION
 FR0856'IS ON THE TOP OF THE KNOLL ABOUT 1 MI. N OF THIS TANK.  ON
 FR0856'THE S SIDE OF THE KNOLL, THE EDGE IF A SMALL LEDGE AND LOOSE
 FR0856'SCATTERED ROCKS.  STATION IS 70 M. N OF THIS EDGE.
 FR0856
 FR0856                          STATION RECOVERY (1934)
 FR0856
 FR0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FR0856'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED IN 1920.
 FR0856'STATION IS ON A FLAT PLATEAU, 4 MI. W OF CACTUS CANYON, ABOUT
 FR0856'15 MI. BY ROAD W OF ANITA, A RAILROAD STATION ON THE GRAND
 FR0856'CANYON RAILROAD, AND 1 MI. N OF THE LARGE STONE TANK
 FR0856'WHICH IS THE CISTERN FOR THE W-TRIANGLE RANCH.  STATION IS
 FR0856'70 M. (230 FT.) N OF THE ROCK LEDGE WHICH FORMS THE S EDGE OF
 FR0856'THE KNOLL ON WHICH THE STATION IS LOCATED.
 FR0856'
 FR0856'BEST REACHED FROM ANITA, BY FOLLOWING THE MAIN-TRAVELED ROAD
 FR0856'12 MI. IN A W DIRECTION TO THE W-TRIANGLE RANCH, PASSING THROUGH
 FR0856'A GATE AT A TANK AND SHED 1.6 MI. BEFORE REACHING THE RANCH.
 FR0856'FROM THE RANCHHOUSE CONTINUE W PASSING THROUGH THE CORRALS
 FR0856'AND GO 2.0 MI. TO WHERE A DIM ROAD LEADS N TO THE STONE
 FR0856'TANK ASCENDS THE HILL.  FROM THE TANK DRIVE 1 MI. ACROSS
 FR0856'COUNTRY TO THE STATION.
 FR0856'
 FR0856'THE WATER TANK IN GRAND CANYON VILLAGE AND POLE IN CENTER
 FR0856'OF ROCK TANK ARE SUGGESTED AS GOOD AZIMUTH MARKS.
 FR0856
 FR0856                          STATION RECOVERY (1967)
 FR0856
 FR0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 FR0856'THE STATION WAS RECOVERED IN GOOD CONDITION ALONG WITH R.M. 1
 FR0856'1934, R.M. 2 1934, AND THE POLE IN CENTER OF ROCK TANKS.
 FR0856'R.M. 1 1920 WAS SEARCHED FOR, BUT NOT RECOVERED.
 FR0856'
 FR0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SW
 FR0856'FROM GRAND CANYON, ARIZONA.
 FR0856
 FR0856                          STATION RECOVERY (1972)
 FR0856
 FR0856'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 FR0856'GENERAL LOCATION IT IS 4 MI W OF CACTUS CANYON, AND ABOUT 15
 FR0856'MI. W OF ANITA
 FR0856'
 FR0856'TO REACH AS DESCRIBED
 FR0856'
 FR0856'STATION MARK GOOD
 FR0856'
 FR0856'REFERENCE MARKS GOOD
 FR0856'
 FR0856'AZIMUTH MARK NOT SEARCHED FOR
 FR0856
 FR0856                          STATION RECOVERY (1974)
 FR0856
 FR0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WK)
 FR0856'REVISED DESCRIPTION AND NEW ELEVATION.
 FR0856'
 FR0856'FROM THE REDLANDS RANCH PROCEED ON THE ROAD TO SUPAI.  TO
 FR0856'THRU THE CORRALS AND TRAVEL NORTHWESTERLY FOR 3.15 MILES TO A
 FR0856'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED 0.6
 FR0856'MILES ALONG THIS ROAD TO THE TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1764 ***********************************************************************
 CZ1764  DESIGNATION -  PLATEAU
 CZ1764  PID         -  CZ1764
 CZ1764  STATE/COUNTY-  AZ/GRAHAM
 CZ1764  USGS QUAD   -  KENNEDY PEAK (1972)
 CZ1764
 CZ1764                         *CURRENT SURVEY CONTROL
 CZ1764  ___________________________________________________________________
 CZ1764* NAD 83(1992)-  32 44 01.59065(N)    110 19 08.24449(W)     ADJUSTED  
 CZ1764* NAVD 88     -      1456.45   (+/-2cm)    4778.4    (feet)  VERTCON   
 CZ1764  ___________________________________________________________________
 CZ1764  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ1764  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CZ1764  HORZ ORDER  -  FIRST
 CZ1764  VERT ORDER  -  THIRD ? (See Below)
 CZ1764
 CZ1764.The horizontal coordinates were established by classical geodetic methods
 CZ1764.and adjusted by the National Geodetic Survey in August 1993.
 CZ1764
 CZ1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1764.The vertical order pertains to the NGVD 29 superseded value.
 CZ1764
 CZ1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1764
 CZ1764.The geoid height was determined by GEOID03.
 CZ1764
 CZ1764;                    North         East     Units Scale Factor Converg.
 CZ1764;SPC AZ E     -   192,239.862   199,086.830   MT  0.99990251   -0 04 56.5
 CZ1764;SPC AZ E     -   630,708.21    653,172.01   iFT  0.99990251   -0 04 56.5
 CZ1764;SPC AZ C     -   193,358.801   363,111.071   MT  1.00017644   +0 51 50.8
 CZ1764;SPC AZ C     -   634,379.27  1,191,309.29   iFT  1.00017644   +0 51 50.8
 CZ1764;UTM  12      - 3,621,978.941   563,811.225   MT  0.99965021   +0 22 05.8
 CZ1764
 CZ1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1764!SPC AZ E     -   0.99977565  x   0.99990251  =   0.99967818
 CZ1764!SPC AZ C     -   0.99977565  x   1.00017644  =   0.99995205
 CZ1764!UTM  12      -   0.99977565  x   0.99965021  =   0.99942594
 CZ1764
 CZ1764|---------------------------------------------------------------------|
 CZ1764| PID    Reference Object                     Distance      Geod. Az  |
 CZ1764|                                                           dddmmss.s |
 CZ1764| CC8014 PLATEAU RM 1                         21.462 METERS 10316     |
 CZ1764| CC8015 PLATEAU RM 2                         19.606 METERS 17411     |
 CZ1764| CC8013 PLATEAU AZ MK                                      1891408.6 |
 CZ1764| CC8016 PLATEAU RM 3                          8.714 METERS 35914     |
 CZ1764|---------------------------------------------------------------------|
 CZ1764
 CZ1764                          SUPERSEDED SURVEY CONTROL
 CZ1764
 CZ1764  NAD 83(1986)-  32 44 01.58749(N)    110 19 08.24281(W) AD(       ) 1
 CZ1764  NAD 27      -  32 44 01.34700(N)    110 19 05.92700(W) AD(       ) 1
 CZ1764  NGVD 29 (07/19/86) 1455.68   (m)         4775.8    (f) LEVELING    3  
 CZ1764
 CZ1764.Superseded values are not recommended for survey control.
 CZ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1764.See file dsdata.txt to determine how the superseded data were derived.
 CZ1764
 CZ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6381121979(NAD 83)
 CZ1764_MARKER: DD = SURVEY DISK
 CZ1764_SETTING: 80 = SET IN A BOULDER
 CZ1764_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1764
 CZ1764  HISTORY     - Date     Condition        Report By
 CZ1764  HISTORY     - 1946     MONUMENTED       USGS
 CZ1764  HISTORY     - 1972     GOOD             AZHD
 CZ1764
 CZ1764                          STATION DESCRIPTION
 CZ1764
 CZ1764'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CZ1764'THE STATION IS ON THE DIVIDE BETWEEN RATTLESNAKE AND SQUAW
 CZ1764'CREEKS, IN THE CROOK NATIONAL FOREST, BY APPROXIMATE AIRLINE
 CZ1764'DISTANCES 7 MILES S OF KLONDYKE, AND 4 MILES SW OF THE ARAVAIPA
 CZ1764'RANGER STATION.
 CZ1764'
 CZ1764'TO REACH FROM THE JUNCTION OF THE PIMA ROAD WITH THE BONITA
 CZ1764'TO KLONDYKE ROAD (23 MILES NW OF BONITA AND 8 MILES SE OF
 CZ1764'KLONDYKE), GO NW TOWARD KLONDYKE FOR 4 MILES TO A TRACK ROAD LEFT
 CZ1764'ACROSS A WASH JUST BEFORE REACHING A CATTLE GUARD.  TURN LEFT
 CZ1764'OFF THE KLONDYKE ROAD AND FOLLOW THE TRACK ROAD 0.3 MILE TO
 CZ1764'WIRE GATE.  PASS THROUGH AND GO 0.2 MILE, THENCE KEEP THE MAIN
 CZ1764'ROAD, THE LEFT FORK, UP THE HILL AND ONTO THE RIDGE 4.6 MILES
 CZ1764'TO A WIRE GATE AT THE NATIONAL FOREST BOUNDARY.  PASS THROUGH
 CZ1764'AND GO 1 MILE TO THE STATION ON THE LEFT ON A RISE IN THE RIDGE
 CZ1764'AND JUST BEFORE THE TELEPHONE LINE PASSES FROM THE RIGHT
 CZ1764'TO THE LEFT SIDE OF THE ROAD.  TO REACH AZIMUTH MARK,
 CZ1764'CONTINUE 0.15 MILE, THENCE THE LEFT FORK UP A DIM OLD ROAD
 CZ1764'0.05 MILE TO THE MARK ON THE LEFT ON TOP OF THE HILL.
 CZ1764'
 CZ1764'THE STATION MARK IS A STANDARD TRIANGULATION AND BENCH-MARK
 CZ1764'DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED 1936 4776 PLATEAU,
 CZ1764'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 CZ1764'3 INCHES ABOVE THE GROUND.  IT IS LOCATED 72.7 FEET ENE OF
 CZ1764'TELEPHONE POLE WHERE LINE CROSSES ROAD, 33 FEET E OF THE CENTER
 CZ1764'OF THE ROAD, AND 20.4 FEET W OF A 4- BY 4-INCH WHITE WITNESS
 CZ1764'POST.
 CZ1764'
 CZ1764'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1764'MARK, STAMPED NO 1, AND SET IN A DRILL HOLE IN A BOULDER WHICH
 CZ1764'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CZ1764'ESE OF THE STATION AND ABOUT 7 FEET LOWER.
 CZ1764'
 CZ1764'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1764'MARK, STAMPED NO 2, AND SET IN A DRILL HOLE IN A BOULDER WHICH
 CZ1764'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED S OF THE
 CZ1764'STATION AND ABOUT 2 FEET LOWER.
 CZ1764'
 CZ1764'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK, STAMPED PLATEAU
 CZ1764'USGS NO 3 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CZ1764'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED N OF THE
 CZ1764'STATION AT ABOUT THE SAME LEVEL.
 CZ1764'
 CZ1764'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED PLATEAU
 CZ1764'USGS 1946, AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 CZ1764'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED S OF THE
 CZ1764'STATION, 122 FEET ESE OF NEAREST TELEPHONE POLE, AND 4 FEET
 CZ1764'N OF A ROCK CAIRN.
 CZ1764
 CZ1764                          STATION RECOVERY (1972)
 CZ1764
 CZ1764'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1764'STATION AND R.M.S RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1299 ***********************************************************************
 DA1299  DESIGNATION -  PLATEAU
 DA1299  PID         -  DA1299
 DA1299  STATE/COUNTY-  AZ/MARICOPA
 DA1299  USGS QUAD   -  BLUE PLATEAU (1986)
 DA1299
 DA1299                         *CURRENT SURVEY CONTROL
 DA1299  ___________________________________________________________________
 DA1299* NAD 83(1992)-  32 47 31.45110(N)    112 32 41.06298(W)     ADJUSTED  
 DA1299* NAVD 88     -       890.7    (meters)    2922.     (feet)  VERTCON   
 DA1299  ___________________________________________________________________
 DA1299  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 DA1299  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DA1299  HORZ ORDER  -  THIRD
 DA1299
 DA1299.The horizontal coordinates were established by classical geodetic methods
 DA1299.and adjusted by the National Geodetic Survey in August 1993.
 DA1299
 DA1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1299
 DA1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1299
 DA1299.The geoid height was determined by GEOID03.
 DA1299
 DA1299;                    North         East     Units Scale Factor Converg.
 DA1299;SPC AZ C     -   198,868.471   154,532.656   MT  0.99994266   -0 20 24.6
 DA1299;SPC AZ C     -   652,455.61    506,996.90   iFT  0.99994266   -0 20 24.6
 DA1299;UTM  12      - 3,629,292.373   355,352.022   MT  0.99985799   -0 50 12.3
 DA1299
 DA1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1299!SPC AZ C     -   0.99986502  x   0.99994266  =   0.99980769
 DA1299!UTM  12      -   0.99986502  x   0.99985799  =   0.99972303
 DA1299
 DA1299:                Primary Azimuth Mark                     Grid Az
 DA1299:SPC AZ C     -  DRY                                      251 34 32.5
 DA1299:UTM  12      -  DRY                                      252 04 20.2
 DA1299
 DA1299|---------------------------------------------------------------------|
 DA1299| PID    Reference Object                     Distance      Geod. Az  |
 DA1299|                                                           dddmmss.s |
 DA1299| DA1548 DRY                                 APPROX.12.5 KM 2511407.9 |
 DA1299|---------------------------------------------------------------------|
 DA1299
 DA1299                          SUPERSEDED SURVEY CONTROL
 DA1299
 DA1299  NAD 83(1986)-  32 47 31.43913(N)    112 32 41.06602(W) AD(       ) 3
 DA1299  NGVD 29 (06/20/88)  890.0    (m)         2920.     (f) VERT ANG    3  
 DA1299
 DA1299.Superseded values are not recommended for survey control.
 DA1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1299.See file dsdata.txt to determine how the superseded data were derived.
 DA1299
 DA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5535229292(NAD 83)
 DA1299_MARKER: DS = TRIANGULATION STATION DISK
 DA1299_SETTING: 80 = SET IN A BOULDER
 DA1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1299+STABILITY: SURFACE MOTION
 DA1299
 DA1299  HISTORY     - Date     Condition        Report By
 DA1299  HISTORY     - 1949     MONUMENTED       USGS
 DA1299
 DA1299                          STATION DESCRIPTION
 DA1299
 DA1299'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DA1299'LOCATED ABOUT 15.5 MI SW. OF GILA BEND.  ON HIGHEST POINT OF BLUE
 DA1299'PLATEAU.
 DA1299'
 DA1299'TO REACH FROM GILA BEND AT JCT. OF U.S. HWY. 80 AND STATE HWY.
 DA1299'85, GO S. ACROSS RR. ALONG STATE HWY. 85 0.45 MI TO RD. S. JUST
 DA1299'W. OF GREEN TREE CAFE.  FOLLOW SAND TANK RD. 2.75 MI S. AND SE. TO
 DA1299'RD. FORKS.  TAKE RD. LEFT 5.2 MI SE. TO RD. FORKS.  TAKE RD. LEFT
 DA1299'7.0 MI SE. UP LARGE DRAIN AND CANYON TO POINT OPPOSITE SMALL
 DA1299'OBLONG HILL.  TURN LEFT OFF RD. ABOUT 100 YARDS NE. TO END OF RD.
 DA1299'PACK N. ABOUT 0.25 MI TO SADDLE IN E.-W. RIDGE.  FOLLOW RIDGE E.
 DA1299'THEN NE. TO SADDLE, THEN NE. UP STEEP RIDGE TO TOP OF PLATEAU AND
 DA1299'STATION ON HIGHEST POINT OF TOP.  ABOUT A 1 HOUR 20-MINUTE PACK.
 DA1299'
 DA1299'STATION MARK--STANDARD TABLET STAMPED---PLATEAU 1949---, IN LARGE
 DA1299'LAVA ROCK.
 DA1299'
 DA1299'RM 1--STANDARD RM TABLET STAMPED---PLATEAU 1949 NO 1---, IN TOP OF
 DA1299'LARGE LAVA ROCK.
 DA1299'
 DA1299'RM 2--STANDARD RM TABLET STAMPED---PLATEAU 1949 NO 2---, IN TOP OF
 DA1299'LARGE LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1186 ***********************************************************************
 CY1186  DESIGNATION -  PLAYA
 CY1186  PID         -  CY1186
 CY1186  STATE/COUNTY-  AZ/COCHISE
 CY1186  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY1186
 CY1186                         *CURRENT SURVEY CONTROL
 CY1186  ___________________________________________________________________
 CY1186* NAD 83(1992)-  32 08 42.06536(N)    109 45 15.46686(W)     ADJUSTED  
 CY1186* NAVD 88     -      1276.36   (+/-2cm)    4187.5    (feet)  VERTCON   
 CY1186  ___________________________________________________________________
 CY1186  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 CY1186  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CY1186  HORZ ORDER  -  FIRST
 CY1186  VERT ORDER  -  THIRD ? (See Below)
 CY1186
 CY1186.The horizontal coordinates were established by classical geodetic methods
 CY1186.and adjusted by the National Geodetic Survey in August 1993.
 CY1186
 CY1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1186.The vertical order pertains to the NGVD 29 superseded value.
 CY1186
 CY1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1186
 CY1186.The geoid height was determined by GEOID03.
 CY1186
 CY1186;                    North         East     Units Scale Factor Converg.
 CY1186;SPC AZ E     -   127,020.684   252,260.968   MT  0.99991866   +0 13 09.9
 CY1186;SPC AZ E     -   416,734.53    827,627.85   iFT  0.99991866   +0 13 09.9
 CY1186;UTM  12      - 3,557,189.623   617,481.842   MT  0.99977021   +0 39 46.3
 CY1186
 CY1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1186!SPC AZ E     -   0.99980388  x   0.99991866  =   0.99972255
 CY1186!UTM  12      -   0.99980388  x   0.99977021  =   0.99957413
 CY1186
 CY1186|---------------------------------------------------------------------|
 CY1186| PID    Reference Object                     Distance      Geod. Az  |
 CY1186|                                                           dddmmss.s |
 CY1186| CC8018 PLAYA RM 1                           17.681 METERS 09102     |
 CY1186| CC8019 PLAYA RM 2                           11.631 METERS 18018     |
 CY1186| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX.19.5 KM 2313505.7 |
 CY1186| CC8017 PLAYA AZ MK                                        3542548.7 |
 CY1186|---------------------------------------------------------------------|
 CY1186
 CY1186                          SUPERSEDED SURVEY CONTROL
 CY1186
 CY1186  NAD 83(1986)-  32 08 42.05920(N)    109 45 15.46228(W) AD(       ) 1
 CY1186  NAD 27      -  32 08 41.77800(N)    109 45 13.22600(W) AD(       ) 1
 CY1186  NGVD 29 (07/19/86) 1275.60   (m)         4185.0    (f) LEVELING    3  
 CY1186
 CY1186.Superseded values are not recommended for survey control.
 CY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1186.See file dsdata.txt to determine how the superseded data were derived.
 CY1186
 CY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1748257190(NAD 83)
 CY1186_MARKER: DS = TRIANGULATION STATION DISK
 CY1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1186+STABILITY: SURFACE MOTION
 CY1186
 CY1186  HISTORY     - Date     Condition        Report By
 CY1186  HISTORY     - 1935     MONUMENTED       CGS
 CY1186  HISTORY     - 1945     GOOD             CGS
 CY1186  HISTORY     - 1958     GOOD             CGS
 CY1186  HISTORY     - 1982     GOOD             LOCSUR
 CY1186  HISTORY     - 1982     GOOD             AZDT
 CY1186
 CY1186                          STATION DESCRIPTION
 CY1186
 CY1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1186'REACHED FROM WILLCOX AS FOLLOWS--GO S ON THE CHIRICAHUA NATIONAL
 CY1186'MONUMENT ROAD (AND SIGN) FOR 5.7 MILES, KEEP RIGHT AT SIGN
 CY1186'DOS CABEZAS, GO 3.2 MILES, TURN LEFT (TIN SIGN AND OLD DILAPIDATED
 CY1186'ADOBE SHACK, THE LATTER 0.1 MILE E) AND GO 0.1 MILE TO STATION.
 CY1186'
 CY1186'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CY1186'CONCRETE.
 CY1186'
 CY1186'AZIMUTH MARK IS 1.1 MILES N OF TIN SIGN ON LEFT (W) SIDE OF
 CY1186'ROAD IN FENCE LINE.
 CY1186
 CY1186                          STATION RECOVERY (1945)
 CY1186
 CY1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1186'STATION IS 8-1/2 MILES (AIR LINE) SSE OF WILLCOX AND 8-1/2
 CY1186'MILES (AIR LINE) W OF DOS CABEZOS.  IT IS ABOUT 5 MILES SE OF THE
 CY1186'FOOTHILLS OF THE DOS CABEZAS MOUNTAINS OUT IN THE WIDE FLATS
 CY1186'EXTENDING S TOWARD DOUGLAS.
 CY1186'
 CY1186'TO REACH STATION FROM THE POST OFFICE IN WILLCOX, GO SE ON
 CY1186'THE CHIRICAHUA NATIONAL MONUMENT ROAD FOR 0.1 MILE TO THE
 CY1186'SOUTHERN PACIFIC CO. RAILROAD CROSSING.  CONTINUE FOR 5.9 MILES
 CY1186'ON GRADED ROAD TO A FORK AND SIGN READING DOS CABEZAS.  HERE TAKE
 CY1186'THE RIGHT FORK S FOR 3.4 MILES TO A WIRE GATE AND TRACK ROAD
 CY1186'ON THE LEFT.  HERE TURN LEFT OR E AND GO 0.1 MILE TO THE
 CY1186'STATION ON THE LEFT.
 CY1186'
 CY1186'STATION MARK IS A BRONZE STATION DISK STAMPED PLAYA 1935 AND
 CY1186'IS SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 CY1186'THE GROUND.  IT IS 23 FEET N OF THE TRACK ROAD TO THE STATION,
 CY1186'40 FEET N OF AN E-W FENCE LINE, AND 202-1/2 FEET W OF A FENCE
 CY1186'CORNER.
 CY1186'
 CY1186'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED PLAYA NO 1
 CY1186'1935 AND IS SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES
 CY1186'ABOVE THE GROUND.  THE MARK IS 144 FEET W OF THE FENCE CORNER,
 CY1186'39-1/2 FEET N OF THE FENCE LINE MENTIONED IN THE STATION
 CY1186'DESCRIPTION, IS E OF THE STATION, AND ABOUT 6 INCHES LOWER.
 CY1186'
 CY1186'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED PLAYA NO 2
 CY1186'1935 AND IS SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES
 CY1186'ABOVE THE GROUND.  THE MARK IS 1 FOOT N OF THE FENCE, S OF THE
 CY1186'STATION, AND IS ABOUT THE SAME LEVEL AS THE STATION.
 CY1186'
 CY1186'AZIMUTH MARK IS A BRONZE REFERENCE DISK STAMPED PLAYA AZIMUTH
 CY1186'NO 3 1935 AND IS SET IN A SQUARE CONCRETE POST.  THE MARK IS 1
 CY1186'FOOT E OF THE W FENCE LINE ALONG THE GRADED ROAD TO STATION
 CY1186'AND IS 1.1 MILES N OF THE STATION.
 CY1186'
 CY1186'NOTE--THE DISCREPANCY BETWEEN THE PUBLISHED AND THE RECOVERED
 CY1186'DISTANCE TO R.M. 1 WAS NOTED AND CHECKED.
 CY1186
 CY1186                          STATION RECOVERY (1958)
 CY1186
 CY1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CY1186'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CY1186'
 CY1186'AZIMUTH MARK WAS FOUND DESTROYED.  MARK HAD BEEN KNOCKED OUT
 CY1186'OF THE GROUND BY A GRADER.  DESCRIPTION BY RAM IN 1945 ADEQUATE
 CY1186'AND CORRECT.
 CY1186
 CY1186                          STATION RECOVERY (1982)
 CY1186
 CY1186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BM)
 CY1186'RM 1/RM 2/STA. - RECOVERED IN (EXCELLENT) CONDITION.  DESCRIPTION BY
 CY1186'RAM IN 1945 CORRECT EXCEPT ROAD FROM WILLCOX TO FORK IS PAVED
 CY1186'IMPROVED ROAD-DESIGNATION IS NOW STATE HWY. 186 AND TURN OFF (RT.
 CY1186'FORK) IS IMPROVED AND PAVED AND CALLED KANSAS SETTLEMENT ROAD.
 CY1186
 CY1186                          STATION RECOVERY (1982)
 CY1186
 CY1186'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY1186'STATION IS LOCATED 8.5 MILES SOUTHEAST OF WILLCOX, ARIZONA.
 CY1186'
 CY1186'STATION AND REFERENCE MARKS WERE RECOVEED IN GOOD CONDITION.  AZIMUTH
 CY1186'MARK WAS NOT FOUND.  NEW ROUTE TO THE STATION FOLLOWS.
 CY1186'
 CY1186'FROM THE POST OFFICE IN WILLCOX, TRAVEL SOUTH ON GRANT STREET FOR 0.10
 CY1186'MILE TO HASKELL STREET, TURN LEFT AND TRAVEL 0.05 MILE TO INTERSECTION
 CY1186'OF MARLEN STREET AND SR 186 (TO CHIRICAHUA NATIONAL MONUMENT), TRAVEL
 CY1186'SOUTHEAST ON S.R. 186 FOR 5.9 MILES TO KANSAS SETTLEMENT ROAD ON THE
 CY1186'RIGHT TURN RIGHT AND TRAVEL 3.4 MILES TO VERY OLD WIRE GATE ON THE
 CY1186'LEFT.  PASS THROUGH GATE AND TRAVEL 0.1 MILE TO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0638 ***********************************************************************
 FQ0638  DESIGNATION -  PLAZA
 FQ0638  PID         -  FQ0638
 FQ0638  STATE/COUNTY-  AZ/COCONINO
 FQ0638  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0638
 FQ0638                         *CURRENT SURVEY CONTROL
 FQ0638  ___________________________________________________________________
 FQ0638* NAD 83(1992)-  35 12 58.58585(N)    111 34 49.27007(W)     ADJUSTED  
 FQ0638* NAVD 88     -      2088.6    (meters)    6852.     (feet)  VERTCON   
 FQ0638  ___________________________________________________________________
 FQ0638  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 FQ0638  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0638  HORZ ORDER  -  SECOND
 FQ0638
 FQ0638.The horizontal coordinates were established by classical geodetic methods
 FQ0638.and adjusted by the National Geodetic Survey in August 1993.
 FQ0638
 FQ0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0638
 FQ0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0638
 FQ0638.The geoid height was determined by GEOID03.
 FQ0638
 FQ0638;                    North         East     Units Scale Factor Converg.
 FQ0638;SPC AZ C     -   467,617.609   243,977.475   MT  0.99991155   +0 11 38.2
 FQ0638;SPC AZ C     - 1,534,178.51    800,451.03   iFT  0.99991155   +0 11 38.2
 FQ0638;UTM  12      - 3,897,181.703   447,181.261   MT  0.99963438   -0 20 04.8
 FQ0638
 FQ0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0638!SPC AZ C     -   0.99967591  x   0.99991155  =   0.99958748
 FQ0638!UTM  12      -   0.99967591  x   0.99963438  =   0.99931040
 FQ0638
 FQ0638|---------------------------------------------------------------------|
 FQ0638| PID    Reference Object                     Distance      Geod. Az  |
 FQ0638|                                                           dddmmss.s |
 FQ0638| CH3953 PLAZA RM 2                            8.640 METERS 23703     |
 FQ0638| FQ0654 SUNNYSLOPE                          APPROX. 4.3 KM 2622001.8 |
 FQ0638| CH3952 PLAZA RM 1                           10.858 METERS 31027     |
 FQ0638|---------------------------------------------------------------------|
 FQ0638
 FQ0638                          SUPERSEDED SURVEY CONTROL
 FQ0638
 FQ0638  NAD 83(1986)-  35 12 58.58114(N)    111 34 49.26879(W) AD(       ) 2
 FQ0638  NAD 27      -  35 12 58.54272(N)    111 34 46.68641(W) AD(       ) 2
 FQ0638  NGVD 29 (07/19/86) 2087.6    (m)         6849.     (f) VERT ANG    3  
 FQ0638
 FQ0638.Superseded values are not recommended for survey control.
 FQ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0638.See file dsdata.txt to determine how the superseded data were derived.
 FQ0638
 FQ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4718197182(NAD 83)
 FQ0638_MARKER: DD = SURVEY DISK
 FQ0638_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0638
 FQ0638  HISTORY     - Date     Condition        Report By
 FQ0638  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0638
 FQ0638                          STATION DESCRIPTION
 FQ0638
 FQ0638'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0638'THE STATION IS LOCATED IN EASTERN FLAGSTAFF ON TOP OF A LOW HILL
 FQ0638'BELONGING TO THE ARIZONA HIGHWAY DEPARTMENT.  IN THE VICINITY OF
 FQ0638'THE SOUTH END OF THE OVERPASS FOR EXIT 418A.
 FQ0638'
 FQ0638'THE STATION MARK IS A DEPARTMENT OF HIGHWAYS DISK STAMPED, PLAZA
 FQ0638'1974.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK AT THE
 FQ0638'HIGHEST POINT OF THE LOW HILL ABOUT 100 YARDS NORTH OF A MOBIL
 FQ0638'SERVICE STATION.
 FQ0638'
 FQ0638'REFERENCE MARK 1 IS A DEPARTMENT OF HIGHWAYS DISK STAMPED, PLAZA RM
 FQ0638'1 1974.  IT IS SET IN A DRILL HOLE IN THE OUTCROP ON THE NORTHEAST
 FQ0638'EDGE OF THE HILL.
 FQ0638'
 FQ0638'REFERENCE MARK 2 IS A DEPARTMENT OF HIGHWAYS DISK STAMPED, PLAZA
 FQ0638'RM 2 1974.  IT IS SET IN A DRILL HOLE IN AN OUTCROP ON THE
 FQ0638'SOUTHWEST EDGE OF THE HILL.
 FQ0638'
 FQ0638'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 FQ0638'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO EAST ALONG
 FQ0638'U.S. 66 FOR 1.6 MILE TO EXIT 418A.  EXIT AND GO SOUTHEAST FOR 0.8
 FQ0638'MILE TO A SERVICE STATION ON THE RIGHT AND STATION ON THE LEFT ON
 FQ0638'TOP OF A 40 FOOT HILL.
 FQ0638'
 FQ0638'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2280 ***********************************************************************
 DV2280  DESIGNATION -  PLAZA
 DV2280  PID         -  DV2280
 DV2280  STATE/COUNTY-  AZ/MARICOPA
 DV2280  USGS QUAD   -  VULTURE PEAK (1990)
 DV2280
 DV2280                         *CURRENT SURVEY CONTROL
 DV2280  ___________________________________________________________________
 DV2280* NAD 83(1992)-  33 57 44.82233(N)    112 46 28.56304(W)     ADJUSTED  
 DV2280* NAVD 88     -       699.88   (+/-2cm)    2296.2    (feet)  VERTCON   
 DV2280  ___________________________________________________________________
 DV2280  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DV2280  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV2280  HORZ ORDER  -  SECOND
 DV2280  VERT ORDER  -  THIRD ? (See Below)
 DV2280
 DV2280.The horizontal coordinates were established by classical geodetic methods
 DV2280.and adjusted by the National Geodetic Survey in August 1993.
 DV2280
 DV2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2280.The vertical order pertains to the NGVD 29 superseded value.
 DV2280
 DV2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2280
 DV2280.The geoid height was determined by GEOID03.
 DV2280
 DV2280;                    North         East     Units Scale Factor Converg.
 DV2280;SPC AZ C     -   328,820.856   134,071.883   MT  0.99997747   -0 28 45.5
 DV2280;SPC AZ C     - 1,078,808.58    439,868.38   iFT  0.99997747   -0 28 45.5
 DV2280;UTM  12      - 3,759,411.374   336,037.452   MT  0.99993141   -0 59 29.8
 DV2280
 DV2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2280!SPC AZ C     -   0.99989478  x   0.99997747  =   0.99987225
 DV2280!UTM  12      -   0.99989478  x   0.99993141  =   0.99982620
 DV2280
 DV2280|---------------------------------------------------------------------|
 DV2280| PID    Reference Object                     Distance      Geod. Az  |
 DV2280|                                                           dddmmss.s |
 DV2280| CS6646 PLAZA RM 1                           12.210 METERS 08935     |
 DV2280| CS6647 PLAZA RM 2                           12.146 METERS 27107     |
 DV2280|---------------------------------------------------------------------|
 DV2280
 DV2280                          SUPERSEDED SURVEY CONTROL
 DV2280
 DV2280  NAD 83(1986)-  33 57 44.82071(N)    112 46 28.56537(W) AD(       ) 2
 DV2280  NGVD 29 (11/27/91)  699.20   (m)         2294.0    (f) LEVELING    3  
 DV2280
 DV2280.Superseded values are not recommended for survey control.
 DV2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2280.See file dsdata.txt to determine how the superseded data were derived.
 DV2280
 DV2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3603759411(NAD 83)
 DV2280_MARKER: DS = TRIANGULATION STATION DISK
 DV2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2280+STABILITY: SURFACE MOTION
 DV2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2280+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DV2280
 DV2280  HISTORY     - Date     Condition        Report By
 DV2280  HISTORY     - 1985     MONUMENTED       AZDT
 DV2280  HISTORY     - 19960605 GOOD             USPSQD
 DV2280  HISTORY     - 20070203 GOOD             GEOCAC
 DV2280
 DV2280                          STATION DESCRIPTION
 DV2280
 DV2280'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2280'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 60 AT THE
 DV2280'WESTERN EDGE OF WICKENBURG.  IT IS 0.1 MILE WEST OF VULTURE MINE ROAD.
 DV2280'
 DV2280'THE STATION MARK IS AN AZDT DISK STAMPED---PLAZA 1985---.  IT IS SET
 DV2280'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 DV2280'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET NORTH OF
 DV2280'THE WITNESS POST.  IT IS ON TOP OF A SMALL HIGHWAY CUT BANK.
 DV2280'
 DV2280'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PLAZA RM 1 1985---.  IT IS
 DV2280'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2280'IS 2 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 DV2280'
 DV2280'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PLAZA RM 2 1985---.  IT IS
 DV2280'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 DV2280'IS 2 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 DV2280'
 DV2280'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2280'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 2.8 MILES TO MILE POST
 DV2280'107.5 AND THE STATION ON THE RIGHT.
 DV2280
 DV2280                          STATION RECOVERY (1996)
 DV2280
 DV2280'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2280'RECOVERED IN GOOD CONDITION.
 DV2280
 DV2280                          STATION RECOVERY (2007)
 DV2280
 DV2280'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1092 ***********************************************************************
 ES1092  DESIGNATION -  PLEASANT VALLEY YOUNG SCH
 ES1092  PID         -  ES1092
 ES1092  STATE/COUNTY-  AZ/GILA
 ES1092  USGS QUAD   -  YOUNG (1990)
 ES1092
 ES1092                         *CURRENT SURVEY CONTROL
 ES1092  ___________________________________________________________________
 ES1092* NAD 83(1992)-  34 06 04.30071(N)    110 57 51.12070(W)     ADJUSTED  
 ES1092* NAVD 88     -      1579.     (meters)    5180.     (feet)  SCALED    
 ES1092  ___________________________________________________________________
 ES1092  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 ES1092  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 ES1092  HORZ ORDER  -  SECOND
 ES1092
 ES1092.The horizontal coordinates were established by classical geodetic methods
 ES1092.and adjusted by the National Geodetic Survey in August 1993.
 ES1092
 ES1092.The orthometric height was scaled from a topographic map.
 ES1092
 ES1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1092
 ES1092.The geoid height was determined by GEOID03.
 ES1092
 ES1092;                    North         East     Units Scale Factor Converg.
 ES1092;SPC AZ E     -   344,164.719   139,773.991   MT  0.99996673   -0 26 49.8
 ES1092;SPC AZ E     - 1,129,149.34    458,576.09   iFT  0.99996673   -0 26 49.8
 ES1092;UTM  12      - 3,773,376.910   503,302.109   MT  0.99960013   +0 01 12.3
 ES1092
 ES1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1092!SPC AZ E     -   0.99975618  x   0.99996673  =   0.99972292
 ES1092!UTM  12      -   0.99975618  x   0.99960013  =   0.99935641
 ES1092
 ES1092                          SUPERSEDED SURVEY CONTROL
 ES1092
 ES1092  NAD 83(1986)-  34 06 04.29524(N)    110 57 51.12323(W) AD(       ) 2
 ES1092  NAD 27      -  34 06 04.14100(N)    110 57 48.67400(W) AD(       ) 2
 ES1092
 ES1092.Superseded values are not recommended for survey control.
 ES1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1092.See file dsdata.txt to determine how the superseded data were derived.
 ES1092
 ES1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0330273377(NAD 83)
 ES1092
 ES1092  HISTORY     - Date     Condition        Report By
 ES1092  HISTORY     - 1938     FIRST OBSERVED   CGS
 ES1092
 ES1092                          STATION DESCRIPTION
 ES1092
 ES1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 ES1092'STATION YOUNG IS IN YOUNG, ARIZONA, ABOUT ONE MILE W OF POST OFFICE,
 ES1092'AT A T-ROAD INTERSECTION, 33 FEET N OF CENTER LINE OF E-W ROAD,
 ES1092'4 FT. 8 IN. S OF RIGHT-OF-WAY FENCE, 30 FEET NE OF A ROAD SIGN
 ES1092'WEST PLEASANT VALLEY ROAD, 240.4 FEET NE OF NE CORNER OF PLEASANT
 ES1092'VALLEY (YOUNG) SCHOOL.
 ES1092'
 ES1092'REACHED FROM YOUNG POST OFFICE BY GOING W ON GRAVEL ROAD 1.0 MILE
 ES1092'TO WHERE MAIN ROAD TURNS S TOWARDS GLOBE, ARIZONA, AND A LESS-USED
 ES1092'GRAVEL ROAD CONTINUES WESTWARD UP PLEASANT VALLEY.
 ES1092'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1351 ***********************************************************************
 DV1351  FBN         -  This is a Federal Base Network Control Station.
 DV1351  DESIGNATION -  PLEASANTON RESET
 DV1351  PID         -  DV1351
 DV1351  STATE/COUNTY-  AZ/MARICOPA
 DV1351  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1351
 DV1351                         *CURRENT SURVEY CONTROL
 DV1351  ___________________________________________________________________
 DV1351* NAD 83(2007)-  33 31 15.64375(N)    113 07 38.36009(W)     ADJUSTED  
 DV1351* NAVD 88     -       366.887  (meters)    1203.70   (feet)  ADJUSTED  
 DV1351  ___________________________________________________________________
 DV1351  EPOCH DATE  -        2007.00
 DV1351  X           -  -2,090,769.767 (meters)                     COMP
 DV1351  Y           -  -4,895,271.244 (meters)                     COMP
 DV1351  Z           -   3,502,462.926 (meters)                     COMP
 DV1351  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DV1351  ELLIP HEIGHT-         335.859 (meters)          (02/10/07) ADJUSTED
 DV1351  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1351  DYNAMIC HT  -         366.463 (meters)    1202.30  (feet)  COMP
 DV1351
 DV1351  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1351  Type    PID    Designation                      North   East  Ellip
 DV1351  -------------------------------------------------------------------
 DV1351  NETWORK DV1351 PLEASANTON RESET                  0.25   0.24   0.67
 DV1351  -------------------------------------------------------------------
 DV1351  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV1351
 DV1351  VERT ORDER  -  FIRST     CLASS II
 DV1351
 DV1351.The horizontal coordinates were established by GPS observations
 DV1351.and adjusted by the National Geodetic Survey in February 2007.
 DV1351
 DV1351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1351.The horizontal coordinates are valid at the epoch date displayed above.
 DV1351.The epoch date for horizontal control is a decimal equivalence
 DV1351.of Year/Month/Day.
 DV1351
 DV1351.The orthometric height was determined by differential leveling
 DV1351.and adjusted in June 1991.
 DV1351
 DV1351.Photographs are available for this station.
 DV1351
 DV1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1351
 DV1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1351
 DV1351.The ellipsoidal height was determined by GPS observations
 DV1351.and is referenced to NAD 83.
 DV1351
 DV1351.The geoid height was determined by GEOID03.
 DV1351
 DV1351.The dynamic height is computed by dividing the NAVD 88
 DV1351.geopotential number by the normal gravity value computed on the
 DV1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1351.degrees latitude (g = 980.6199 gals.).
 DV1351
 DV1351.The modeled gravity was interpolated from observed gravity values.
 DV1351
 DV1351;                    North         East     Units Scale Factor Converg.
 DV1351;SPC AZ C     -   280,186.965   100,897.947   MT  1.00005588   -0 40 07.1
 DV1351;SPC AZ C     -   919,248.57    331,030.01   iFT  1.00005588   -0 40 07.1
 DV1351;UTM  12      - 3,711,074.852   302,432.781   MT  1.00008124   -1 10 30.6
 DV1351
 DV1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1351!SPC AZ C     -   0.99994728  x   1.00005588  =   1.00000315
 DV1351!UTM  12      -   0.99994728  x   1.00008124  =   1.00002851
 DV1351
 DV1351|---------------------------------------------------------------------|
 DV1351| PID    Reference Object                     Distance      Geod. Az  |
 DV1351|                                                           dddmmss.s |
 DV1351| DV1894 T2N R9 8W SECS 7 12 13 18           186.599 METERS 00155     |
 DV1351| DV0979 PLEASANTON RM 2                      31.482 METERS 01507     |
 DV1351| DV0980 PLEASANTON RM 1                      12.670 METERS 03410     |
 DV1351| DV1888 LOS ANGELES PHOENIX AWY BCN 30      APPROX. 1.7 KM 1125458.8 |
 DV1351| DV0982 PLEASANTON RM 3                       7.325 METERS 13105     |
 DV1351| CH3954 PLEASANTON AZ MK                                   1791127.2 |
 DV1351| DV1929 EAGLE TAIL PEAK                     APPROX.21.0 KM 2314121.0 |
 DV1351| DV1932 COURTHOUSE MOUNTAIN                 APPROX.22.5 KM 2534827.1 |
 DV1351|---------------------------------------------------------------------|
 DV1351
 DV1351                          SUPERSEDED SURVEY CONTROL
 DV1351
 DV1351  ELLIP H (09/30/99)  335.886  (m)                       GP(       ) 3 1
 DV1351  NAD 83(1986)-  33 31 15.63392(N)    113 07 38.36683(W) AD(       ) B
 DV1351  NAD 83(1992)-  33 31 15.64256(N)    113 07 38.35939(W) AD(       ) A
 DV1351  ELLIP H (09/30/92)  335.913  (m)                       GP(       ) 2 1
 DV1351  NAD 83(1986)-  33 31 15.63392(N)    113 07 38.36683(W) AD(       ) 1
 DV1351  NAD 27      -  33 31 15.49790(N)    113 07 35.69100(W) AD(       ) 1
 DV1351  NAVD 88 (09/30/92)  366.89   (m)         1203.7    (f) LEVELING    3  
 DV1351  NGVD 29 (12/30/94)  366.23   (m)         1201.5    (f) LEVELING    3  
 DV1351
 DV1351.Superseded values are not recommended for survey control.
 DV1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1351.See file dsdata.txt to determine how the superseded data were derived.
 DV1351
 DV1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0243311075(NAD 83)
 DV1351_MARKER: DB = BENCH MARK DISK
 DV1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1351_SP_SET: CONCRETE POST
 DV1351_STAMPING: PLEASANTON 1948 1972
 DV1351_MARK LOGO: CGS   
 DV1351_PROJECTION: FLUSH
 DV1351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1351+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DV1351
 DV1351  HISTORY     - Date     Condition        Report By
 DV1351  HISTORY     - 1972     MONUMENTED       NGS
 DV1351  HISTORY     - 1976     GOOD             WPRS
 DV1351  HISTORY     - 1981     GOOD             NGS
 DV1351  HISTORY     - 1981     GOOD             NGS
 DV1351  HISTORY     - 19920203 GOOD             NGS
 DV1351  HISTORY     - 19940430 GOOD             NOS
 DV1351  HISTORY     - 19980916 GOOD             AZ-013
 DV1351  HISTORY     - 19981106 GOOD             NGS
 DV1351  HISTORY     - 20000401 GOOD             MCDOT
 DV1351  HISTORY     - 20060424 GOOD             AIRDAT
 DV1351
 DV1351                          STATION DESCRIPTION
 DV1351
 DV1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV1351'THE STATION MARK WAS FOUND ON THE SURFACE BROKEN AND WITH THE
 DV1351'DISK REMOVED.  THE UNDER GROUND STATION MARK, THE THREE REFERENCE
 DV1351'MARKS, THE AZIMUTH MARK AND THE SECTION CORNER WERE RECOVERED
 DV1351'AND FOUND IN GOOD CONDITION.  A LARGE MOUND OF GRADER DIRT
 DV1351'PREVENTED MEASUREMENTS TO REFERENCE MARK 1.  A NEW STATION MARK
 DV1351'STAMPED, PLEASANTON 1948 1972 WAS SET OVER THE UNDER GROUND MARK
 DV1351'AND A CHECK RUN TAKEN.  THE ANGLES TO THE REFERENCE MARKS CHECK
 DV1351'ABOUT 2 MINUTES AND THE DISTANCE TO REFERENCE MARK 2 CHECKS
 DV1351'POORLY.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1351'
 DV1351'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO WEST
 DV1351'ALONG THE GRADED ROAD LEADING TO SALOME FOR 11.9 MILES TO A
 DV1351'CATTLE GUARD AND THE STATION ON THE LEFT.  A SMALL TRANSFORMER
 DV1351'STATION IS 0.15 MILE NORTH OF THIS POINT.
 DV1351'
 DV1351'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV1351'
 DV1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 DV1351'WEST-SOUTHWEST OF TONOPAH
 DV1351
 DV1351                          STATION RECOVERY (1976)
 DV1351
 DV1351'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1976 (JCH)
 DV1351'PLEASANSON RECOVERED GOOD CONDITION--MISSPELLED.
 DV1351'
 DV1351'PLEASANTON NO. 1 1948 RECOVERED GOOD CONDITION.
 DV1351'
 DV1351'PLEASANTON NO. 2 1948 RECOVERED POOR CONDITION.
 DV1351'
 DV1351'PLEASANTON NO. 3 1948 RECOVERED GOOD CONDITION.
 DV1351'
 DV1351'THE 1962 DESCRIPTION WAS ADEQUATE.  THE DISTANCE TO ALL THREE RMS
 DV1351'WAS FOUND TO BE WITHIN 0.01 FT. AS DESCRIBED.  THE STATION MARK IS
 DV1351'MISSPELLED AS SHOWN.  R.M. NO. 2 APPEARS TO HAVE BEEN ORIGINALLY
 DV1351'SET WITH THE ARROW MIS-POINTED BY 30 DEG + OR -.  A POOR ATTEMPT
 DV1351'WAS MADE TO ERADICATE THE ARROW, AS CAST AND SET, WITH A FILE
 DV1351'FOLLOWED BY A SERIES OF HASH MARKS ACROSS IT.  A POOR QUALITY
 DV1351'ARROW WAS THEN SCRIBED BY HAND IN APPROXIMATELY CORRECT DIRECTION
 DV1351'RESULTING IN TWO ARROWS OF SIMILAR DEFINITION.
 DV1351
 DV1351                          STATION RECOVERY (1981)
 DV1351
 DV1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1351'THE STATION, RM 1, RM 2 AND RM 3 RECOVERED AS DESCRIBED.
 DV1351
 DV1351                          STATION RECOVERY (1981)
 DV1351
 DV1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1351'18.5 KM (11.5 MI) NW FROM TONOPAH.
 DV1351'THE MARK IS 0.2 M ABOVE THE ROAD.
 DV1351'11 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1351'AT TONOPAH, THENCE 7.5 KM (4.65 MI) NORTHWEST ALONG SALOME ROAD,
 DV1351'AT A POWER LINE CROSSING, O.2 KM (0.1 MI) SOUTH OF AND ACROSS THE
 DV1351'ROAD FROM A POWER SUBSTATION, 16.8 METERS (55 FT) SOUTHWEST OF THE
 DV1351'CENTERLINE OF THE ROAD, 12.6 METERS (41.5 FT) WEST-SOUTHWEST OF THE
 DV1351'SOUTHWEST END OF A CATTLE GUARD, 6.1 METERS (20 FT) WEST OF A FENCE,
 DV1351'3 METERS (10 FT) SOUTH OF THE POWER LINE.
 DV1351'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DV1351
 DV1351                          STATION RECOVERY (1992)
 DV1351
 DV1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV1351'THE STATION IS LOCATED ABOUT 100 KM (62.1 MI) EAST OF QUARTZSITE, 20
 DV1351'KM (12.4 MI) WEST OF TONOPAH, 3 KM (1.9 MI) SOUTHEAST OF INTERSTATE
 DV1351'HIGHWAY 10 EXIT 81 (SALOME ROAD), IN THE SOUTHEAST ANGLE OF A DIRT
 DV1351'ROAD INTERSECTION, ACROSS ROAD FROM AN ELECTRIC SUBSTATION.
 DV1351'OWNERSHIP--UNKNOWN.
 DV1351'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF HIGHWAY 10
 DV1351'AND SALOME ROAD (EXIT 81), GO SOUTHEASTERLY ON PAVED ROAD FOR 0.31 KM
 DV1351'(0.19 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD ON PAVED THEN GRADED
 DV1351'FOR 2.99 KM (1.86 MI) TO STATION ON RIGHT JUST BEFORE REACHING A
 DV1351'ROAD.
 DV1351'THE STATION IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 1 CM
 DV1351'BELOW GROUND IN OPEN AREA.  LOCATED 29.8 M (97.8 FT) SOUTH-SOUTHEAST
 DV1351'OF A THREE-WAY UTILITY POLE ACROSS THE ROAD, 17.3 M (56.8 FT)
 DV1351'SOUTH-SOUTHWEST OF AND LEVEL WITH THE MAIN ROAD, 12.0 M (39.4 FT) WEST
 DV1351'OF THE EXTENDED CENTER OF A FARM ROAD, 5.5 M (18.0 FT) WEST-SOUTHWEST
 DV1351'OF THE NORTH POLE OF SIGN -MARTORI FARMS COOLER-, 3.2 M (10.5 FT)
 DV1351'EAST OF AN OVERHEAD POWER LINE AND 0.4 M (1.3 FT) NORTH-NORTHEAST OF A
 DV1351'METAL WITNESS POST.
 DV1351
 DV1351                          STATION RECOVERY (1994)
 DV1351
 DV1351'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 DV1351'RECOVERED AS DESCRIBED.
 DV1351
 DV1351                          STATION RECOVERY (1998)
 DV1351
 DV1351'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1351'RECOVERED AS DESCRIBED.
 DV1351
 DV1351                          STATION RECOVERY (1998)
 DV1351
 DV1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DV1351'THE STATION IS LOCATED ABOUT 100 KM (62.15 MI) EAST OF QUARTZSITE, 20
 DV1351'KM (12.40 MI) WEST OF TONOPAH, 3.0 KM (1.85 MI) SOUTHEAST OF THE
 DV1351'JUNCTION OF INTERSTATE HIGHWAY 10 AND SALOME ROAD (EXIT 81), IN THE
 DV1351'SOUTHEAST ANGLE OF A DIRT ROAD INTERSECTION, SOUTHEAST AND ACROSS
 DV1351'SALOME ROAD FROM AN ELECTRICAL SUBSTATION.  OWNERSHIP--ARIZONA
 DV1351'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH END
 DV1351'OF THE SALOME ROAD OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 10 (EXIT
 DV1351'81), GO SOUTH ON SALOME ROAD FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF
 DV1351'HARQUAHALA VALLEY ROAD ON THE RIGHT.  CONTINUE AHEAD, EAST ON SALOME
 DV1351'ROAD FOR 2.98 KM (1.85 MI) TO THE STATION ON THE RIGHT, AT THE
 DV1351'JUNCTION OF A DIRT ROAD LEADING SOUTH WITH A LARGE SIGN -MARTORI FARM
 DV1351'COOLER-.  THE STATION IS A COAST AND GEODETIC SURVEY TRIANGULATION
 DV1351'STATION DISK SET IN TOP OF A 30 CM ROUND CONCRETE POST RECESSED 1 CM
 DV1351'BELOW GROUND.  IT IS 29.87 M (98.00 FT) SOUTH-SOUTHEAST OF AND ACROSS
 DV1351'SALOME ROAD FROM POWER POLE NUMBER 11-WD58-114, 18.29 M (60.01 FT)
 DV1351'SOUTH OF THE CENTER OF SALOME ROAD, 13.41 M (44.00 FT) WEST OF THE
 DV1351'CENTER OF A DIRT FARM ROAD LEADING SOUTH, 5.33 M (17.49 FT) WEST OF
 DV1351'THE NORTH METAL PIPE LEG OF A SIGN -MARTORI FARM COOLER- AND 0.4 M
 DV1351'(1.3 FT) NORTH OF A METAL WITNESS POST.
 DV1351
 DV1351                          STATION RECOVERY (2000)
 DV1351
 DV1351'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1351'RECOVERED AS DESCRIBED.
 DV1351
 DV1351                          STATION RECOVERY (2006)
 DV1351
 DV1351'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 DV1351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0980 ***********************************************************************
 DV0980  DESIGNATION -  PLEASANTON RM 1
 DV0980  PID         -  DV0980
 DV0980  STATE/COUNTY-  AZ/MARICOPA
 DV0980  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0980
 DV0980                         *CURRENT SURVEY CONTROL
 DV0980  ___________________________________________________________________
 DV0980* NAD 83(1986)-  33 31 15.     (N)    113 07 38.     (W)     SCALED    
 DV0980* NAVD 88     -       367.400  (meters)    1205.38   (feet)  ADJUSTED  
 DV0980  ___________________________________________________________________
 DV0980  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV0980  DYNAMIC HT  -         366.976 (meters)    1203.99  (feet)  COMP
 DV0980  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV0980
 DV0980  VERT ORDER  -  FIRST     CLASS II
 DV0980
 DV0980.The horizontal coordinates were scaled from a topographic map and have
 DV0980.an estimated accuracy of +/- 6 seconds.
 DV0980
 DV0980.The orthometric height was determined by differential leveling
 DV0980.and adjusted in June 1991.
 DV0980
 DV0980.The geoid height was determined by GEOID03.
 DV0980
 DV0980.The dynamic height is computed by dividing the NAVD 88
 DV0980.geopotential number by the normal gravity value computed on the
 DV0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0980.degrees latitude (g = 980.6199 gals.).
 DV0980
 DV0980.The modeled gravity was interpolated from observed gravity values.
 DV0980
 DV0980;                    North         East    Units  Estimated Accuracy
 DV0980;SPC AZ C     -   280,170.      100,910.      MT  (+/- 180 meters Scaled)
 DV0980
 DV0980                          SUPERSEDED SURVEY CONTROL
 DV0980
 DV0980  NGVD 29 (??/??/92)  367.096  (m)         1204.38   (f) ADJ UNCH    1 2
 DV0980
 DV0980.Superseded values are not recommended for survey control.
 DV0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0980.See file dsdata.txt to determine how the superseded data were derived.
 DV0980
 DV0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC024110(NAD 83)
 DV0980_MARKER: DR = REFERENCE MARK DISK
 DV0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0980_SP_SET: CATTLE GUARD
 DV0980_STAMPING: PLEASANTON NO 1 1948
 DV0980_MARK LOGO: CGS   
 DV0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0980
 DV0980  HISTORY     - Date     Condition        Report By
 DV0980  HISTORY     - 1948     MONUMENTED       CGS
 DV0980  HISTORY     - 1962     GOOD             NGS
 DV0980  HISTORY     - 1981     GOOD             NGS
 DV0980  HISTORY     - 19860520 MARK NOT FOUND   USGS
 DV0980
 DV0980                          STATION DESCRIPTION
 DV0980
 DV0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0980'11.6 MI NW FROM TONOPAH.
 DV0980'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0980'THENCE 4.4 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, AT A
 DV0980'CATTLE GUARD, AND A POWER LINE CROSSING, ABOUT 0.10 MILE SOUTH OF A
 DV0980'POWER SUB STATION, SET IN THE TOP AND CENTER OF THE WEST CONCRETE
 DV0980'HEADWALL OF THE CATTLE GUARD, 12 FEET WEST OF THE CENTER OF THE ROAD,
 DV0980'41.6 FEET EAST-SOUTHEAST OF TRIANGULATION STATION PLEASANTON, AND
 DV0980'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 DV0980
 DV0980                          STATION RECOVERY (1981)
 DV0980
 DV0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0980'11 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0980'AT TONOPAH, THENCE 7.5 KM (4.65 MI) NORTHWEST ALONG SALOME ROAD,
 DV0980'AT A CATTLE GUARD, IN TOP AND CENTER OF THE SOUTHWEST CONCRETE
 DV0980'HEADWALL, 0.2 KM (0.1 MI) SOUTH OF A POWER SUBSTATION, 3.6 METERS
 DV0980'(12 FT) SOUTHWEST OF  THE CENTERLINE OF THE ROAD, 12.7 METERS
 DV0980'(41.6 FT) EAST-NORTHEAST OF TRIANGULATION STATION PLEASANTON,
 DV0980'THE MARK IS 12.7 METERS  ENE FROM A WITNESS POST.
 DV0980'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV0980
 DV0980                          STATION RECOVERY (1986)
 DV0980
 DV0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (CC)
 DV0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0982 ***********************************************************************
 DV0982  DESIGNATION -  PLEASANTON RM 3
 DV0982  PID         -  DV0982
 DV0982  STATE/COUNTY-  AZ/MARICOPA
 DV0982  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0982
 DV0982                         *CURRENT SURVEY CONTROL
 DV0982  ___________________________________________________________________
 DV0982* NAD 83(1986)-  33 31 15.     (N)    113 07 38.     (W)     SCALED    
 DV0982* NAVD 88     -       366.997  (meters)    1204.06   (feet)  ADJUSTED  
 DV0982  ___________________________________________________________________
 DV0982  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV0982  DYNAMIC HT  -         366.574 (meters)    1202.67  (feet)  COMP
 DV0982  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DV0982
 DV0982  VERT ORDER  -  FIRST     CLASS II
 DV0982
 DV0982.The horizontal coordinates were scaled from a topographic map and have
 DV0982.an estimated accuracy of +/- 6 seconds.
 DV0982
 DV0982.The orthometric height was determined by differential leveling
 DV0982.and adjusted in June 1991.
 DV0982
 DV0982.The geoid height was determined by GEOID03.
 DV0982
 DV0982.The dynamic height is computed by dividing the NAVD 88
 DV0982.geopotential number by the normal gravity value computed on the
 DV0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0982.degrees latitude (g = 980.6199 gals.).
 DV0982
 DV0982.The modeled gravity was interpolated from observed gravity values.
 DV0982
 DV0982;                    North         East    Units  Estimated Accuracy
 DV0982;SPC AZ C     -   280,170.      100,910.      MT  (+/- 180 meters Scaled)
 DV0982
 DV0982                          SUPERSEDED SURVEY CONTROL
 DV0982
 DV0982  NGVD 29 (??/??/92)  366.687  (m)         1203.04   (f) ADJ UNCH    1 2
 DV0982
 DV0982.Superseded values are not recommended for survey control.
 DV0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0982.See file dsdata.txt to determine how the superseded data were derived.
 DV0982
 DV0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC024110(NAD 83)
 DV0982_MARKER: DR = REFERENCE MARK DISK
 DV0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0982_STAMPING: PLEASANTON NO 3 1948
 DV0982_MARK LOGO: CGS   
 DV0982_PROJECTION: PROJECTING 10 CENTIMETERS
 DV0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0982+STABILITY: SURFACE MOTION
 DV0982
 DV0982  HISTORY     - Date     Condition        Report By
 DV0982  HISTORY     - 1948     MONUMENTED       CGS
 DV0982  HISTORY     - 1962     GOOD             NGS
 DV0982  HISTORY     - 1981     GOOD             NGS
 DV0982
 DV0982                          STATION DESCRIPTION
 DV0982
 DV0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0982'11.6 MI NW FROM TONOPAH.
 DV0982'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0982'THENCE 4.4 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, AT A
 DV0982'CATTLE GUARD, AND A POWER LINE CROSSING, ABOUT 0.10 MILE SOUTH OF A
 DV0982'POWER SUB STATION, 64 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT
 DV0982'NORTH OF A FENCE, 23 FEET SOUTH OF A POWER LINE, 24.0 FEET SOUTHWEST
 DV0982'OF TRIANGULATION STATION PLEASANTON, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DV0982'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV0982
 DV0982                          STATION RECOVERY (1981)
 DV0982
 DV0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0982'11 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0982'AT TONOPAH, THENCE 7.5 KM (4.65 MI) NORTHWEST ALONG SALOME ROAD,
 DV0982'0.2 KM (0.1 MI) SOUTH OF AND ACROSS THE ROAD FROM A POWER SUBSTATION,
 DV0982'19.5 METERS (64 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7.3
 DV0982'METERS (24 FT) EAST OF TRIANGULATION STATION PLEASANTON, 0.3 METER
 DV0982'(1 FOOT) WEST OF A FENCE.
 DV0982'THE MARK IS 7.4 METERS  E FROM A WITNESS POST.
 DV0982'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0868 ***********************************************************************
 DW0868  DESIGNATION -  PLOMOSA
 DW0868  PID         -  DW0868
 DW0868  STATE/COUNTY-  AZ/LA PAZ
 DW0868  USGS QUAD   -  IBEX PEAK (1990)
 DW0868
 DW0868                         *CURRENT SURVEY CONTROL
 DW0868  ___________________________________________________________________
 DW0868* NAD 83(1992)-  33 50 11.14862(N)    114 06 09.78109(W)     ADJUSTED  
 DW0868* NAVD 88     -       695.6    (meters)    2282.     (feet)  VERTCON   
 DW0868  ___________________________________________________________________
 DW0868  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 DW0868  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DW0868  HORZ ORDER  -  FIRST
 DW0868
 DW0868.The horizontal coordinates were established by classical geodetic methods
 DW0868.and adjusted by the National Geodetic Survey in August 1993.
 DW0868
 DW0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0868
 DW0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0868
 DW0868.The geoid height was determined by GEOID03.
 DW0868
 DW0868;                    North         East     Units Scale Factor Converg.
 DW0868;SPC AZ W     -   314,578.788   180,714.091   MT  0.99994647   -0 11 47.1
 DW0868;SPC AZ W     - 1,032,082.64    592,894.00   iFT  0.99994647   -0 11 47.1
 DW0868;UTM  11      - 3,747,796.485   768,113.297   MT  1.00048627   +1 36 51.3
 DW0868
 DW0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0868!SPC AZ W     -   0.99989572  x   0.99994647  =   0.99984220
 DW0868!UTM  11      -   0.99989572  x   1.00048627  =   1.00038194
 DW0868
 DW0868|---------------------------------------------------------------------|
 DW0868| PID    Reference Object                     Distance      Geod. Az  |
 DW0868|                                                           dddmmss.s |
 DW0868| CF0472 PLOMOSA RM 1                          4.109 METERS 02204     |
 DW0868| CF0471 PLOMOSA AZ MK                                      1242553.8 |
 DW0868| CF0474 PLOMOSA AZ MK                                      1242553.3 |
 DW0868| CF0473 PLOMOSA RM 2                          4.688 METERS 18704     |
 DW0868|---------------------------------------------------------------------|
 DW0868
 DW0868                          SUPERSEDED SURVEY CONTROL
 DW0868
 DW0868  NAD 83(1986)-  33 50 11.14697(N)    114 06 09.78993(W) AD(       ) 1
 DW0868  NAD 27      -  33 50 11.06000(N)    114 06 06.99500(W) AD(       ) 1
 DW0868  NGVD 29 (07/19/86)  694.9    (m)         2280.     (f) VERT ANG    3  
 DW0868
 DW0868.Superseded values are not recommended for survey control.
 DW0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0868.See file dsdata.txt to determine how the superseded data were derived.
 DW0868
 DW0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6811347796(NAD 83)
 DW0868_MARKER: DD = SURVEY DISK
 DW0868_SETTING: 66 = SET IN ROCK OUTCROP
 DW0868_SP_SET: PARTIALLY EXPOSED BEDROCK
 DW0868
 DW0868  HISTORY     - Date     Condition        Report By
 DW0868  HISTORY     - 1949     MONUMENTED       USGS
 DW0868  HISTORY     - 1956     GOOD             CGS
 DW0868  HISTORY     - 1961     GOOD             AMS
 DW0868
 DW0868                          STATION DESCRIPTION
 DW0868
 DW0868'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0868'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE NORTHEAST OF
 DW0868'QUARTZSITE AND ABOUT 9 MILES SOUTHEAST OF BOUSE ON THE HIGHEST
 DW0868'POINT OF A NORTH AND SOUTH RIDGE AT THE NORTH END OF THE
 DW0868'PLOMOSA MOUNTAINS.  THE STATION MARK IS A U.S. GEOLOGICAL
 DW0868'SURVEY BENCH MARK SET IN BEDROCK THAT PROJECTS 1 FOOT AND IS
 DW0868'15 PACES NORTHEAST OF A 4 FOOT CAIRN.  IT IS STAMPED, PLOMOSA.
 DW0868'
 DW0868'REFERENCE MARK NO. 1 PROJECTS 1 FOOT, IS 1 FOOT LOWER THAN THE
 DW0868'STATION MARK AND IS STAMPED, PLOMOSA NO 1 1948.
 DW0868'
 DW0868'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, IS THE SAME ELEVATION
 DW0868'AS THE STATION MARK AND IS STAMPED, PLOMOSA NO 2 1948.
 DW0868'
 DW0868'THE AZIMUTH MARK IS SET FLUSH ON THE HIGHEST POINT OF A SMALL
 DW0868'RED ROCK OUTCROP.  IT IS 6 PACES NORTHWEST OF A WHITE WITNESS,
 DW0868'5 PACES NORTHEAST OF A LONE PALO VERDE TREE AND IS STAMPED,
 DW0868'PLOMOSA 1948.
 DW0868'
 DW0868'TO REACH THE STATION FROM QUARTZSITE.  GO NORTH ON STATE
 DW0868'HIGHWAY 95, 16.1 MILES TO A ROAD LEFT JUST AFTER CROSSING A RED
 DW0868'COLORED RIDGE.  TURN LEFT, GO WESTERLY 0.85 MILE TO A ROAD
 DW0868'RIGHT.  TURN RIGHT, GO 0.65 MILE TO A ROAD RIGHT.  TURN RIGHT,
 DW0868'GO NORTHWESTERLY 1.1 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 DW0868'0.15 MILE TO A DEEP WASH AND END OF TRUCK TRAVEL.  CROSS
 DW0868'WASH AND WALK UP RIDGE NORTHWESTERLY TO THE HIGHEST POINT
 DW0868'AND STATION.  A 1 HOUR PACK.
 DW0868'
 DW0868'WITH A FOUR WHEEL DRIVE VEHICLE IT IS POSSIBLE TO CROSS THE
 DW0868'WASH ABOUT 0.1 MILE BELOW THE ABOVE MENTIONED END OF TRUCK
 DW0868'TRAVEL THENCE UP THE RIDGE ABOUT 0.3 MILE TO A LARGE PILE
 DW0868'OF BOULDERS.
 DW0868
 DW0868                          STATION RECOVERY (1956)
 DW0868
 DW0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DW0868'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DW0868'AND FOUND IN GOOD CONDITION.
 DW0868'
 DW0868'FOLLOWING IS A NEW DESCRIPTION--
 DW0868'
 DW0868'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE NORTHEAST OF
 DW0868'QUARTZSITE AND ABOUT 9 MILES AIRLINE WEST SOUTHWEST OF BOUSE
 DW0868'ON THE HIGHEST POINT OF A NORTH AND SOUTH RIDGE AT THE NORTH
 DW0868'END OF THE PLOMOSA MOUNTAINS.  THE STATION MARK IS A U.S.
 DW0868'GEOLOGICAL SURVEY BENCH MARK SET IN BEDROCK THAT PROJECTS
 DW0868'1 FOOT.  IT IS STAMPED PLOMOSA.
 DW0868'
 DW0868'REFERENCE MARK NO. 1 PROJECTS 1 FOOT, IS 1 FOOT LOWER THAN
 DW0868'STATION AND STAMPED PLOMOSA NO
 DW0868'1 1948.
 DW0868'
 DW0868'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, SAME ELEVATION AS
 DW0868'STATION AND STAMPED PLOMOSA
 DW0868'NO 2 1948.
 DW0868'
 DW0868'AZIMUTH MARK IS SET ON THE HIGHEST POINT OF A SMALL RED ROCK
 DW0868'OUTCROP, 100 FEET SOUTH OF A BLADED ROAD, 15 FEET WEST OF A WHITE
 DW0868'POST AND STAMPED PLOMOSA 1948.
 DW0868'
 DW0868'TO REACH STATION FROM QUARTZSITE POST OFFICE GO EAST ON U.S.
 DW0868'HIGHWAY 60 AND 70 FOR 0.8 MILE TO JUNCTION WITH STATE HIGHWAY
 DW0868'95, TURN LEFT ON STATE HIGHWAY 95 AND GO 6.0 MILES TO ROAD RIGHT,
 DW0868'TURN RIGHT AND GO FOR 13 MILES TO A SIDE ROAD LEFT, TURN LEFT
 DW0868'ON SIDE AND GO FOR 1.5 MILES TO A DIM TRACK ROAD RIGHT
 DW0868'TURN RIGHT ON DIM ROAD AND GO 0.2 MILE THEN TURN LEFT AND HEAD
 DW0868'ACROSS COUNTRY ON MINING CLAIM ROAD TOWARD HIGHEST HILL FOR
 DW0868'1.1 MILE TO AZIMUTH ON LEFT AS DESCRIBED, CONTINUE ON AHEAD
 DW0868'TOWARD BASE OF HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK
 DW0868'NORTHWEST TO TOP OF HILL AND STATION AS DESCRIBED.  IT IS A
 DW0868'45 MINUTE PACK
 DW0868
 DW0868                          STATION RECOVERY (1961)
 DW0868
 DW0868'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DW0868'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0580 ***********************************************************************
 ES0580  DESIGNATION -  PLOT
 ES0580  PID         -  ES0580
 ES0580  STATE/COUNTY-  AZ/YAVAPAI
 ES0580  USGS QUAD   -  CAMP VERDE (1969)
 ES0580
 ES0580                         *CURRENT SURVEY CONTROL
 ES0580  ___________________________________________________________________
 ES0580* NAD 83(1992)-  34 36 15.14375(N)    111 52 03.95809(W)     ADJUSTED  
 ES0580* NAVD 88     -      1027.327  (meters)    3370.49   (feet)  ADJUSTED  
 ES0580  ___________________________________________________________________
 ES0580  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 ES0580  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ES0580  DYNAMIC HT  -        1026.038 (meters)    3366.26  (feet)  COMP
 ES0580  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 ES0580
 ES0580  HORZ ORDER  -  SECOND
 ES0580  VERT ORDER  -  SECOND    CLASS 0
 ES0580
 ES0580.The horizontal coordinates were established by classical geodetic methods
 ES0580.and adjusted by the National Geodetic Survey in August 1993.
 ES0580
 ES0580.The orthometric height was determined by differential leveling
 ES0580.and adjusted in June 1991.
 ES0580
 ES0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0580
 ES0580.The geoid height was determined by GEOID03.
 ES0580
 ES0580.The dynamic height is computed by dividing the NAVD 88
 ES0580.geopotential number by the normal gravity value computed on the
 ES0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0580.degrees latitude (g = 980.6199 gals.).
 ES0580
 ES0580.The modeled gravity was interpolated from observed gravity values.
 ES0580
 ES0580;                    North         East     Units Scale Factor Converg.
 ES0580;SPC AZ C     -   399,671.578   217,844.980   MT  0.99990025   +0 01 40.0
 ES0580;SPC AZ C     - 1,311,258.46    714,714.50   iFT  0.99990025   +0 01 40.0
 ES0580;UTM  12      - 3,829,494.704   420,434.421   MT  0.99967803   -0 29 34.2
 ES0580
 ES0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0580!SPC AZ C     -   0.99984282  x   0.99990025  =   0.99974309
 ES0580!UTM  12      -   0.99984282  x   0.99967803  =   0.99952090
 ES0580
 ES0580|---------------------------------------------------------------------|
 ES0580| PID    Reference Object                     Distance      Geod. Az  |
 ES0580|                                                           dddmmss.s |
 ES0580| ES0579 PLOT RM 2                             7.640 METERS 10054     |
 ES0580| ES0581 PLOT 2                               10.092 METERS 12620     |
 ES0580| ES1025 CV 3                                APPROX. 3.5 KM 2193827.2 |
 ES0580| ES0582 PLOT RM 1                             8.229 METERS 29134     |
 ES0580|---------------------------------------------------------------------|
 ES0580
 ES0580                          SUPERSEDED SURVEY CONTROL
 ES0580
 ES0580  NAD 83(1986)-  34 36 15.13875(N)    111 52 03.95456(W) AD(       ) 2
 ES0580  NAD 27      -  34 36 15.04880(N)    111 52 01.41100(W) AD(       ) 2
 ES0580  NGVD 29 (??/??/??) 1026.84   (m)         3368.9    (f) RESET       3  
 ES0580
 ES0580.Superseded values are not recommended for survey control.
 ES0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0580.See file dsdata.txt to determine how the superseded data were derived.
 ES0580
 ES0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2043429495(NAD 83)
 ES0580_MARKER: DS = TRIANGULATION STATION DISK
 ES0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0580_STAMPING: POLT 1959
 ES0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0580+STABILITY: SURFACE MOTION
 ES0580
 ES0580  HISTORY     - Date     Condition        Report By
 ES0580  HISTORY     - 1959     MONUMENTED       CGS
 ES0580  HISTORY     - 1959     GOOD             CGS
 ES0580  HISTORY     - 1967     SEE DESCRIPTION  AZHD
 ES0580
 ES0580                          STATION DESCRIPTION
 ES0580
 ES0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0580'THE STATION IS ABOUT 2.2 MILES NORTHWEST OF CAMP VERDE AND 0.15
 ES0580'MILE SOUTH OF ARIZONA STATE HIGHWAY 79, ON A LOW BARE RIDGE.
 ES0580'
 ES0580'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ES0580'79 AND 279, WHICH IS ABOUT 13 MILES SOUTH OF COTTONWOOD AND 3
 ES0580'MILES NORTHWEST OF CAMP VERDE, GO NORTHEAST ON STATE HIGHWAY 79
 ES0580'FOR 0.6 MILE TO THE BRIDGE OVER VERDE RIVER AND CONTINUE ON
 ES0580'HIGHWAY 79 FOR 2.0 MILES TO A ROAD RIGHT AND SIGN CAMP VERDE.  GO
 ES0580'RIGHT FOR 0.1 MILE TO A BLADED ROAD ON THE RIGHT, TURN RIGHT AND
 ES0580'FOLLOW THE BLADED ROAD SOUTHWESTERLY FOR 0.6 MILE TO THE
 ES0580'STATION.  THE SITE IS PRESENTLY BEING SUBDIVIDED FOR REAL ESTATE
 ES0580'DEVELOPMENT.
 ES0580'
 ES0580'THE STATION MARK IS A STANDARD DISK STAMPED PLOT 1959, SET IN
 ES0580'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 ES0580'
 ES0580'R.M. 1 IS A STANDARD DISK STAMPED PLOT NO 1 1959, SET IN A SQUARE
 ES0580'CONCRETE MONUMENT THAT IS FLUSH.
 ES0580'
 ES0580'R.M. 2 IS A STANDARD DISK STAMPED PLOT NO 2 1959, SET IN A SQUARE
 ES0580'CONCRETE MONUMENT THAT IS FLUSH.
 ES0580'
 ES0580'TRIANGULATION STATION CV 3 CAN BE USED AS AN AZIMUTH MARK.
 ES0580'(SEE DESCRIPTION THEREOF.)
 ES0580
 ES0580                          STATION RECOVERY (1959)
 ES0580
 ES0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0580'2.2 MI NW FROM CAMP VERDE.
 ES0580'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0580'POST OFFICE IN CAMP VERDE, THENCE 2.6 MILES NORTH ALONG STATE HIGHWAY
 ES0580'79, THENCE 0.1 MILES EAST ON GRAVEL ROAD, THENCE SOUTH 0.6 MILES ALONG
 ES0580'A TRACK ROAD TO A SITE THAT IS BEING SUBDIVIDED FOR REAL ESTATE
 ES0580'DEVELOPMENT, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 ES0580'INCHES.
 ES0580
 ES0580                          STATION RECOVERY (1967)
 ES0580
 ES0580'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 ES0580'THE STATION MARK WAS DESTROYED AND A NEW STATION MARK PLOT 2 1967
 ES0580'WAS ESTABLISHED.  REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ES0580'DESCRIBED AND USED FOR THE NEW STATION.
 ES0580'
 ES0580'THE NEW STATION MARK IS STAMPED PLOT 2 1967 BM RESET 1967 AND
 ES0580'IS LOCATED 25 FEET EAST OF THE CENTER LINE OF THE SUBDIVISION ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0581 ***********************************************************************
 ES0581  DESIGNATION -  PLOT 2
 ES0581  PID         -  ES0581
 ES0581  STATE/COUNTY-  AZ/YAVAPAI
 ES0581  USGS QUAD   -  CAMP VERDE (1969)
 ES0581
 ES0581                         *CURRENT SURVEY CONTROL
 ES0581  ___________________________________________________________________
 ES0581* NAD 83(1992)-  34 36 14.94970(N)    111 52 03.63902(W)     NO CHECK  
 ES0581* NAVD 88     -      1027.56   (meters)    3371.3    (feet)  RESET     
 ES0581  ___________________________________________________________________
 ES0581  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 ES0581  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ES0581  HORZ ORDER  -  THIRD
 ES0581  VERT ORDER  -  THIRD
 ES0581
 ES0581.The horizontal coordinates were established by classical geodetic methods
 ES0581.and adjusted by the National Geodetic Survey in August 1993.
 ES0581.No horizontal observational check was made to the station.
 ES0581
 ES0581.The orthometric height was computed from unverified reset data.
 ES0581
 ES0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0581
 ES0581.The geoid height was determined by GEOID03.
 ES0581
 ES0581;                    North         East     Units Scale Factor Converg.
 ES0581;SPC AZ C     -   399,665.603   217,853.112   MT  0.99990025   +0 01 40.2
 ES0581;SPC AZ C     - 1,311,238.85    714,741.18   iFT  0.99990025   +0 01 40.2
 ES0581;UTM  12      - 3,829,488.657   420,442.496   MT  0.99967801   -0 29 34.0
 ES0581
 ES0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0581!SPC AZ C     -   0.99984278  x   0.99990025  =   0.99974305
 ES0581!UTM  12      -   0.99984278  x   0.99967801  =   0.99952084
 ES0581
 ES0581:                Primary Azimuth Mark                     Grid Az
 ES0581:SPC AZ C     -  CV 3                                     219 46 47.1
 ES0581:UTM  12      -  CV 3                                     220 18 01.3
 ES0581
 ES0581|---------------------------------------------------------------------|
 ES0581| PID    Reference Object                     Distance      Geod. Az  |
 ES0581|                                                           dddmmss.s |
 ES0581| ES1025 CV 3                                APPROX. 3.5 KM 2194827.3 |
 ES0581| ES0582 PLOT RM 1                            18.157 METERS 29942     |
 ES0581| ES0579 PLOT RM 2                             4.577 METERS 35205     |
 ES0581|---------------------------------------------------------------------|
 ES0581
 ES0581                          SUPERSEDED SURVEY CONTROL
 ES0581
 ES0581  NAD 83(1986)-  34 36 14.94469(N)    111 52 03.63549(W) AD(       ) 3
 ES0581  NAD 27      -  34 36 14.85479(N)    111 52 01.09201(W) AD(       ) 3
 ES0581  NGVD 29 (07/19/86) 1027.     (m)         3369.     (f) VERT ANG    3  
 ES0581
 ES0581.Superseded values are not recommended for survey control.
 ES0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0581.See file dsdata.txt to determine how the superseded data were derived.
 ES0581
 ES0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2044229489(NAD 83)
 ES0581_MARKER: DS = TRIANGULATION STATION DISK
 ES0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0581_STAMPING: PLOT 2 1967 BM RESET 1967
 ES0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0581+STABILITY: SURFACE MOTION
 ES0581
 ES0581  HISTORY     - Date     Condition        Report By
 ES0581  HISTORY     - 1967     MONUMENTED       AZHD
 ES0581  HISTORY     - 1967     GOOD             AZHD
 ES0581  HISTORY     - 1975     GOOD             USE
 ES0581
 ES0581                          STATION DESCRIPTION
 ES0581
 ES0581'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 ES0581'THE STATION IS LOCATED ABOUT 2.2 MILES NORTWEST OF CAMP VERDE
 ES0581'AND 0.15 MILE SOUTH OF ARIZONA STATE HIGHWAY 79, ON A LOW BARE
 ES0581'RIDGE.
 ES0581'
 ES0581'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND
 ES0581'279, WHICH IS ABOUT 13 MILES SOUTH OF COTTONWOOD AND 3 MILES
 ES0581'NORTHWEST OF CAMP VERDE, GO NORTHEAST ON STATE HIGHWAY 79 FOR
 ES0581'0.6 MILE TO THE BRIDGE OVER VERDE RIVER, CONTINUE ON HIGHWAY 79
 ES0581'FOR 2 MILES TO A ROAD RIGHT AND SIGN CAMP VERDE, GO RIGHT FOR
 ES0581'0.1 MILE TO A BLADED ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW
 ES0581'THE BLADED ROAD SOUTHWESTERLY FOR 0.6 MILE TO THE STATION.
 ES0581'
 ES0581'THE STATION MARK IS STAMPED PLOT 2 1967 BM RESET 1967 AND IS 25
 ES0581'FEET EAST OF THE CENTER LINE OF THE SUBDIVIDSION ROAD.  THE MARK
 ES0581'PROJECTS 0.3 FEET ABOVE GROUND.
 ES0581'
 ES0581'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PLOT NO 1 1959, SET
 ES0581'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 20
 ES0581'FEET EAST OF THE CENTER LINE OF THE SUBDIVISION ROAD.
 ES0581'
 ES0581'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PLOT NO 2 1959 SET
 ES0581'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 30
 ES0581'FEET WEST OF THE CENTER LINE OF THE SUBDIVISION ROAD.
 ES0581'
 ES0581'TRIANGULATION STATION CV 3 1959 CAN BE USED FOR AZIMUTH MARK.
 ES0581
 ES0581                          STATION RECOVERY (1967)
 ES0581
 ES0581'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 ES0581'2.2 MI NW FROM CAMP VERDE.
 ES0581'ABOUT 2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM
 ES0581'THE POST OFFICE AT CAMP VERDE, THENCE 2.6 MILES NORTH ALONG STATE
 ES0581'HIGHWAY 79, THENCE 0.1 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.6 MILE
 ES0581'SOUTH ALONG A TRACK ROAD TO A REAL ESTATE DEVELOPMENT 25 FEET OF THE
 ES0581'CENTER LINE OF SUBDIVISION ROAD, SET IN THE TOP OF A CONCRETE POST
 ES0581'PROJECTING 0.3 FOOT, 59.571 FEET SOUTHEAST OF RM 1, 15.016 FEET SOUTH
 ES0581'OF RM 2.
 ES0581
 ES0581                          STATION RECOVERY (1975)
 ES0581
 ES0581'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 ES0581'PLOT 2 1967 RESET RECOVERED GOOD.
 ES0581'
 ES0581'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES N.W. OF CAMP
 ES0581'VERDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0582 ***********************************************************************
 ES0582  DESIGNATION -  PLOT RM 1
 ES0582  PID         -  ES0582
 ES0582  STATE/COUNTY-  AZ/YAVAPAI
 ES0582  USGS QUAD   -  CAMP VERDE (1969)
 ES0582
 ES0582                         *CURRENT SURVEY CONTROL
 ES0582  ___________________________________________________________________
 ES0582* NAD 83(1986)-  34 36 15.     (N)    111 52 04.     (W)     SCALED    
 ES0582* NAVD 88     -      1026.839  (meters)    3368.89   (feet)  ADJUSTED  
 ES0582  ___________________________________________________________________
 ES0582  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ES0582  DYNAMIC HT  -        1025.550 (meters)    3364.66  (feet)  COMP
 ES0582  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 ES0582
 ES0582  VERT ORDER  -  SECOND    CLASS 0
 ES0582
 ES0582.The horizontal coordinates were scaled from a topographic map and have
 ES0582.an estimated accuracy of +/- 6 seconds.
 ES0582
 ES0582.The orthometric height was determined by differential leveling
 ES0582.and adjusted in June 1991.
 ES0582
 ES0582.The geoid height was determined by GEOID03.
 ES0582
 ES0582.The dynamic height is computed by dividing the NAVD 88
 ES0582.geopotential number by the normal gravity value computed on the
 ES0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0582.degrees latitude (g = 980.6199 gals.).
 ES0582
 ES0582.The modeled gravity was interpolated from observed gravity values.
 ES0582
 ES0582;                    North         East    Units  Estimated Accuracy
 ES0582;SPC AZ C     -   399,670.      217,840.      MT  (+/- 180 meters Scaled)
 ES0582
 ES0582                          SUPERSEDED SURVEY CONTROL
 ES0582
 ES0582  NGVD 29 (??/??/92) 1026.118  (m)         3366.52   (f) ADJ UNCH    2 0
 ES0582
 ES0582.Superseded values are not recommended for survey control.
 ES0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0582.See file dsdata.txt to determine how the superseded data were derived.
 ES0582
 ES0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD204294(NAD 83)
 ES0582_MARKER: DR = REFERENCE MARK DISK
 ES0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0582_STAMPING: PLOT NO 1 1959
 ES0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0582+STABILITY: SURFACE MOTION
 ES0582
 ES0582  HISTORY     - Date     Condition        Report By
 ES0582  HISTORY     - 1959     MONUMENTED       CGS
 ES0582
 ES0582                          STATION DESCRIPTION
 ES0582
 ES0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0582'2.2 MI NW FROM CAMP VERDE.
 ES0582'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0582'POST OFFICE IN CAMP VERDE, THENCE 2.6 MILES NORTH ALONG STATE HIGHWAY
 ES0582'79, THENCE 0.1 MILES EAST ON GRAVEL ROAD, THENCE SOUTH 0.6 MILES ALONG
 ES0582'A TRACK ROAD TO A SITE THAT IS BEING SUBDIVIDED FOR REAL ESTATE
 ES0582'DEVELOPMENT, 27 FEET WEST FROM STATION MARK, SET IN THE TOP OF A
 ES0582'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0579 ***********************************************************************
 ES0579  DESIGNATION -  PLOT RM 2
 ES0579  PID         -  ES0579
 ES0579  STATE/COUNTY-  AZ/YAVAPAI
 ES0579  USGS QUAD   -  CAMP VERDE (1969)
 ES0579
 ES0579                         *CURRENT SURVEY CONTROL
 ES0579  ___________________________________________________________________
 ES0579* NAD 83(1986)-  34 36 15.     (N)    111 52 04.     (W)     SCALED    
 ES0579* NAVD 88     -      1027.488  (meters)    3371.02   (feet)  ADJUSTED  
 ES0579  ___________________________________________________________________
 ES0579  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ES0579  DYNAMIC HT  -        1026.199 (meters)    3366.79  (feet)  COMP
 ES0579  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 ES0579
 ES0579  VERT ORDER  -  SECOND    CLASS 0
 ES0579
 ES0579.The horizontal coordinates were scaled from a topographic map and have
 ES0579.an estimated accuracy of +/- 6 seconds.
 ES0579
 ES0579.The orthometric height was determined by differential leveling
 ES0579.and adjusted in June 1991.
 ES0579
 ES0579.The geoid height was determined by GEOID03.
 ES0579
 ES0579.The dynamic height is computed by dividing the NAVD 88
 ES0579.geopotential number by the normal gravity value computed on the
 ES0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0579.degrees latitude (g = 980.6199 gals.).
 ES0579
 ES0579.The modeled gravity was interpolated from observed gravity values.
 ES0579
 ES0579;                    North         East    Units  Estimated Accuracy
 ES0579;SPC AZ C     -   399,670.      217,840.      MT  (+/- 180 meters Scaled)
 ES0579
 ES0579                          SUPERSEDED SURVEY CONTROL
 ES0579
 ES0579  NGVD 29 (??/??/92) 1026.768  (m)         3368.65   (f) ADJ UNCH    2 0
 ES0579
 ES0579.Superseded values are not recommended for survey control.
 ES0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0579.See file dsdata.txt to determine how the superseded data were derived.
 ES0579
 ES0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD204294(NAD 83)
 ES0579_MARKER: DR = REFERENCE MARK DISK
 ES0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0579_STAMPING: PLOT NO 2 1959
 ES0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0579+STABILITY: SURFACE MOTION
 ES0579
 ES0579  HISTORY     - Date     Condition        Report By
 ES0579  HISTORY     - 1959     MONUMENTED       CGS
 ES0579
 ES0579                          STATION DESCRIPTION
 ES0579
 ES0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0579'2.2 MI NW FROM CAMP VERDE.
 ES0579'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0579'POST OFFICE IN CAMP VERDE, THENCE 2.6 MILES NORTH ALONG STATE HIGHWAY
 ES0579'79, THENCE 0.1 MILES EAST ON GRAVEL ROAD, THENCE SOUTH 0.6 MILES ALONG
 ES0579'A TRACK ROAD TO A SITE THAT IS BEING SUBDIVIDED FOR REAL ESTATE
 ES0579'DEVELOPMENT, EAST FROM STATION MARK, SET IN THE TOP OF A SQUARE
 ES0579'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1581 ***********************************************************************
 CZ1581  DESIGNATION -  PM 1400 62
 CZ1581  PID         -  CZ1581
 CZ1581  STATE/COUNTY-  AZ/PINAL
 CZ1581  USGS QUAD   -  ELOY NORTH (1992)
 CZ1581
 CZ1581                         *CURRENT SURVEY CONTROL
 CZ1581  ___________________________________________________________________
 CZ1581* NAD 83(1986)-  32 46 07.     (N)    111 36 21.     (W)     SCALED    
 CZ1581* NAVD 88     -       465.86   (+/-2cm)    1528.4    (feet)  VERTCON   
 CZ1581  ___________________________________________________________________
 CZ1581  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1581  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1581
 CZ1581.The horizontal coordinates were scaled from a topographic map and have
 CZ1581.an estimated accuracy of +/- 6 seconds.
 CZ1581
 CZ1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1581.The vertical order pertains to the NGVD 29 superseded value.
 CZ1581
 CZ1581.The geoid height was determined by GEOID03.
 CZ1581
 CZ1581;                    North         East    Units  Estimated Accuracy
 CZ1581;SPC AZ C     -   196,140.      242,480.      MT  (+/- 180 meters Scaled)
 CZ1581
 CZ1581                          SUPERSEDED SURVEY CONTROL
 CZ1581
 CZ1581  NGVD 29 (??/??/92)  465.316  (m)         1526.62   (f) ADJ UNCH    1 2
 CZ1581
 CZ1581.Superseded values are not recommended for survey control.
 CZ1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1581.See file dsdata.txt to determine how the superseded data were derived.
 CZ1581
 CZ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB432257(NAD 83)
 CZ1581_MARKER: DD = SURVEY DISK
 CZ1581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1581_SP_SET: SIGN POST BASE
 CZ1581_STAMPING: P M BM 1400-62
 CZ1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1581
 CZ1581  HISTORY     - Date     Condition        Report By
 CZ1581  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1581  HISTORY     - 1975     GOOD             AZDT
 CZ1581
 CZ1581                          STATION DESCRIPTION
 CZ1581
 CZ1581'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1581'5.75 MI NW FROM ELOY.
 CZ1581'FROM MILEPOST 205, WEST ON THE INTERSTATE FOR 0.2 MILES, AND TO THE
 CZ1581'STATION ON THE LEFT.  ON THE SOUTH BASE OF A SIGN WHICH READS ELOY 4
 CZ1581'TUCSON 56.  AN AHD BRASS CAP, CEMENTED TO THE CEMENT BASE OF A SIGN
 CZ1581'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1584 ***********************************************************************
 CZ1584  DESIGNATION -  PM 1400 63
 CZ1584  PID         -  CZ1584
 CZ1584  STATE/COUNTY-  AZ/PINAL
 CZ1584  USGS QUAD   -  ELOY NORTH (1992)
 CZ1584
 CZ1584                         *CURRENT SURVEY CONTROL
 CZ1584  ___________________________________________________________________
 CZ1584* NAD 83(1986)-  32 45 45.     (N)    111 35 48.     (W)     SCALED    
 CZ1584* NAVD 88     -       469.12   (+/-2cm)    1539.1    (feet)  VERTCON   
 CZ1584  ___________________________________________________________________
 CZ1584  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1584  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1584
 CZ1584.The horizontal coordinates were scaled from a topographic map and have
 CZ1584.an estimated accuracy of +/- 6 seconds.
 CZ1584
 CZ1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1584.The vertical order pertains to the NGVD 29 superseded value.
 CZ1584
 CZ1584.The geoid height was determined by GEOID03.
 CZ1584
 CZ1584;                    North         East    Units  Estimated Accuracy
 CZ1584;SPC AZ C     -   195,460.      243,340.      MT  (+/- 180 meters Scaled)
 CZ1584
 CZ1584                          SUPERSEDED SURVEY CONTROL
 CZ1584
 CZ1584  NGVD 29 (??/??/92)  468.567  (m)         1537.29   (f) ADJ UNCH    1 2
 CZ1584
 CZ1584.Superseded values are not recommended for survey control.
 CZ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1584.See file dsdata.txt to determine how the superseded data were derived.
 CZ1584
 CZ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB441251(NAD 83)
 CZ1584_MARKER: DD = SURVEY DISK
 CZ1584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1584_SP_SET: OVERPASS FOOTING
 CZ1584_STAMPING: P M BM 1400-63
 CZ1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1584+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1584
 CZ1584  HISTORY     - Date     Condition        Report By
 CZ1584  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1584  HISTORY     - 1975     GOOD             AZDT
 CZ1584  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1584
 CZ1584                          STATION DESCRIPTION
 CZ1584
 CZ1584'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1584'5.35 MI NW FROM ELOY.
 CZ1584'FROM MILEPOST 205, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1584'THE STATION UNDERNEATH BATTAGLIA ROAD OVERPASS.  ABOUT 25 FT. SOUTH OF
 CZ1584'THE MEDIAN CENTERLINE.  ON THE CONCRETE FOOTING BETWEEN 2 OVERPASS
 CZ1584'PILLARS.  AN AHD BRASS CAP CEMENTED TO THE CONCRETE FOOTING OF
 CZ1584'OVERPASS.
 CZ1584
 CZ1584                          STATION RECOVERY (2007)
 CZ1584
 CZ1584'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1586 ***********************************************************************
 CZ1586  DESIGNATION -  PM 1400 64
 CZ1586  PID         -  CZ1586
 CZ1586  STATE/COUNTY-  AZ/PINAL
 CZ1586  USGS QUAD   -  ELOY NORTH (1992)
 CZ1586
 CZ1586                         *CURRENT SURVEY CONTROL
 CZ1586  ___________________________________________________________________
 CZ1586* NAD 83(1986)-  32 45 31.     (N)    111 35 23.     (W)     SCALED    
 CZ1586* NAVD 88     -       469.58   (+/-2cm)    1540.6    (feet)  VERTCON   
 CZ1586  ___________________________________________________________________
 CZ1586  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1586  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1586
 CZ1586.The horizontal coordinates were scaled from a topographic map and have
 CZ1586.an estimated accuracy of +/- 6 seconds.
 CZ1586
 CZ1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1586.The vertical order pertains to the NGVD 29 superseded value.
 CZ1586
 CZ1586.The geoid height was determined by GEOID03.
 CZ1586
 CZ1586;                    North         East    Units  Estimated Accuracy
 CZ1586;SPC AZ C     -   195,030.      243,990.      MT  (+/- 180 meters Scaled)
 CZ1586
 CZ1586                          SUPERSEDED SURVEY CONTROL
 CZ1586
 CZ1586  NGVD 29 (??/??/92)  469.027  (m)         1538.80   (f) ADJ UNCH    1 2
 CZ1586
 CZ1586.Superseded values are not recommended for survey control.
 CZ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1586.See file dsdata.txt to determine how the superseded data were derived.
 CZ1586
 CZ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB447246(NAD 83)
 CZ1586_MARKER: Z = SEE DESCRIPTION
 CZ1586_SETTING: 0 = UNSPECIFIED SETTING
 CZ1586_STAMPING: P M BM 1400-64
 CZ1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1586
 CZ1586  HISTORY     - Date     Condition        Report By
 CZ1586  HISTORY     - UNK      MONUMENTED       NGS
 CZ1586  HISTORY     - 1975     GOOD             AZDT
 CZ1586
 CZ1586                          STATION DESCRIPTION
 CZ1586
 CZ1586'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1586'4.85 MI NW FROM ELOY.
 CZ1586'FROM MILEPOST 206, I-10, WEST ALONG THE INTERSTATE ABOUT 125 FT. AND
 CZ1586'TO THE STATION.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY A P AND M
 CZ1586'SURVEY SIGN.  A REBAR, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1587 ***********************************************************************
 CZ1587  DESIGNATION -  PM 1400 65
 CZ1587  PID         -  CZ1587
 CZ1587  STATE/COUNTY-  AZ/PINAL
 CZ1587  USGS QUAD   -  ELOY NORTH (1992)
 CZ1587
 CZ1587                         *CURRENT SURVEY CONTROL
 CZ1587  ___________________________________________________________________
 CZ1587* NAD 83(1986)-  32 45 23.     (N)    111 35 11.     (W)     SCALED    
 CZ1587* NAVD 88     -       470.25   (+/-2cm)    1542.8    (feet)  VERTCON   
 CZ1587  ___________________________________________________________________
 CZ1587  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1587  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1587
 CZ1587.The horizontal coordinates were scaled from a topographic map and have
 CZ1587.an estimated accuracy of +/- 6 seconds.
 CZ1587
 CZ1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1587.The vertical order pertains to the NGVD 29 superseded value.
 CZ1587
 CZ1587.The geoid height was determined by GEOID03.
 CZ1587
 CZ1587;                    North         East    Units  Estimated Accuracy
 CZ1587;SPC AZ C     -   194,790.      244,310.      MT  (+/- 180 meters Scaled)
 CZ1587
 CZ1587                          SUPERSEDED SURVEY CONTROL
 CZ1587
 CZ1587  NGVD 29 (??/??/92)  469.705  (m)         1541.02   (f) ADJ UNCH    1 2
 CZ1587
 CZ1587.Superseded values are not recommended for survey control.
 CZ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1587.See file dsdata.txt to determine how the superseded data were derived.
 CZ1587
 CZ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB450244(NAD 83)
 CZ1587_MARKER: Z = SEE DESCRIPTION
 CZ1587_SETTING: 0 = UNSPECIFIED SETTING
 CZ1587_STAMPING: P M BM 1400-65
 CZ1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1587
 CZ1587  HISTORY     - Date     Condition        Report By
 CZ1587  HISTORY     - UNK      MONUMENTED       NGS
 CZ1587  HISTORY     - 1975     GOOD             AZDT
 CZ1587
 CZ1587                          STATION DESCRIPTION
 CZ1587
 CZ1587'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1587'4.65 MI NW FROM ELOY.
 CZ1587'FROM MILEPOST 206, I-10, EAST ON THE INTERSTATE FOR 0.2 MILES AND TO
 CZ1587'THE STATION ON THE RIGHT.  ALONG THE SOUTH R/W FENCE LINE.  MARKED BY
 CZ1587'A P AND M SURVEY SIGN.  A REBAR, UP 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1591 ***********************************************************************
 CZ1591  DESIGNATION -  PM 1400 66
 CZ1591  PID         -  CZ1591
 CZ1591  STATE/COUNTY-  AZ/PINAL
 CZ1591  USGS QUAD   -  ELOY NORTH (1992)
 CZ1591
 CZ1591                         *CURRENT SURVEY CONTROL
 CZ1591  ___________________________________________________________________
 CZ1591* NAD 83(1986)-  32 45 10.     (N)    111 34 52.     (W)     SCALED    
 CZ1591* NAVD 88     -       471.78   (+/-2cm)    1547.8    (feet)  VERTCON   
 CZ1591  ___________________________________________________________________
 CZ1591  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1591  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1591
 CZ1591.The horizontal coordinates were scaled from a topographic map and have
 CZ1591.an estimated accuracy of +/- 6 seconds.
 CZ1591
 CZ1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1591.The vertical order pertains to the NGVD 29 superseded value.
 CZ1591
 CZ1591.The geoid height was determined by GEOID03.
 CZ1591
 CZ1591;                    North         East    Units  Estimated Accuracy
 CZ1591;SPC AZ C     -   194,390.      244,800.      MT  (+/- 180 meters Scaled)
 CZ1591
 CZ1591                          SUPERSEDED SURVEY CONTROL
 CZ1591
 CZ1591  NGVD 29 (??/??/92)  471.231  (m)         1546.03   (f) ADJ UNCH    1 2
 CZ1591
 CZ1591.Superseded values are not recommended for survey control.
 CZ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1591.See file dsdata.txt to determine how the superseded data were derived.
 CZ1591
 CZ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB455240(NAD 83)
 CZ1591_MARKER: Z = SEE DESCRIPTION
 CZ1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1591_SP_SET: ALUMINUM COLLAR
 CZ1591_STAMPING: P M BM 1400-66
 CZ1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1591
 CZ1591  HISTORY     - Date     Condition        Report By
 CZ1591  HISTORY     - UNK      MONUMENTED       NGS
 CZ1591  HISTORY     - 1975     GOOD             AZDT
 CZ1591
 CZ1591                          STATION DESCRIPTION
 CZ1591
 CZ1591'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1591'4.2 MI NW FROM ELOY.
 CZ1591'FROM MILEPOST 206, I-10, EAST ON THE INTERSTATE FOR 0.6 MILES AND TO
 CZ1591'THE STATION ON THE RIGHT.  2.5 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1591'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH AN ALUMINUM COLLAR,
 CZ1591'DOWN 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1592 ***********************************************************************
 CZ1592  DESIGNATION -  PM 1400 67
 CZ1592  PID         -  CZ1592
 CZ1592  STATE/COUNTY-  AZ/PINAL
 CZ1592  USGS QUAD   -  ELOY NORTH (1992)
 CZ1592
 CZ1592                         *CURRENT SURVEY CONTROL
 CZ1592  ___________________________________________________________________
 CZ1592* NAD 83(1986)-  32 45 01.     (N)    111 34 34.     (W)     SCALED    
 CZ1592* NAVD 88     -       472.39   (+/-2cm)    1549.8    (feet)  VERTCON   
 CZ1592  ___________________________________________________________________
 CZ1592  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1592  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1592
 CZ1592.The horizontal coordinates were scaled from a topographic map and have
 CZ1592.an estimated accuracy of +/- 6 seconds.
 CZ1592
 CZ1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1592.The vertical order pertains to the NGVD 29 superseded value.
 CZ1592
 CZ1592.The geoid height was determined by GEOID03.
 CZ1592
 CZ1592;                    North         East    Units  Estimated Accuracy
 CZ1592;SPC AZ C     -   194,110.      245,270.      MT  (+/- 180 meters Scaled)
 CZ1592
 CZ1592                          SUPERSEDED SURVEY CONTROL
 CZ1592
 CZ1592  NGVD 29 (??/??/92)  471.843  (m)         1548.04   (f) ADJ UNCH    1 2
 CZ1592
 CZ1592.Superseded values are not recommended for survey control.
 CZ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1592.See file dsdata.txt to determine how the superseded data were derived.
 CZ1592
 CZ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB460237(NAD 83)
 CZ1592_MARKER: Z = SEE DESCRIPTION
 CZ1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1592_SP_SET: ALUMINUM COLLAR
 CZ1592_STAMPING: P M BM 1400-67
 CZ1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1592
 CZ1592  HISTORY     - Date     Condition        Report By
 CZ1592  HISTORY     - UNK      MONUMENTED       NGS
 CZ1592  HISTORY     - 1975     GOOD             AZDT
 CZ1592
 CZ1592                          STATION DESCRIPTION
 CZ1592
 CZ1592'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1592'3.85 MI NW FROM ELOY.
 CZ1592'FROM MILEPOST 207, I-10, WEST ON THE INTERSTATE FOR 0.1 MILES AND TO
 CZ1592'THE STATION ON THE LEFT.  3 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1592'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH AN ALUMINUM COLLAR,
 CZ1592'DOWN 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1594 ***********************************************************************
 CZ1594  DESIGNATION -  PM 1400 68
 CZ1594  PID         -  CZ1594
 CZ1594  STATE/COUNTY-  AZ/PINAL
 CZ1594  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1594
 CZ1594                         *CURRENT SURVEY CONTROL
 CZ1594  ___________________________________________________________________
 CZ1594* NAD 83(1986)-  32 44 42.     (N)    111 34 07.     (W)     SCALED    
 CZ1594* NAVD 88     -       474.27   (+/-2cm)    1556.0    (feet)  VERTCON   
 CZ1594  ___________________________________________________________________
 CZ1594  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1594  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1594
 CZ1594.The horizontal coordinates were scaled from a topographic map and have
 CZ1594.an estimated accuracy of +/- 6 seconds.
 CZ1594
 CZ1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1594.The vertical order pertains to the NGVD 29 superseded value.
 CZ1594
 CZ1594.The geoid height was determined by GEOID03.
 CZ1594
 CZ1594;                    North         East    Units  Estimated Accuracy
 CZ1594;SPC AZ C     -   193,530.      245,980.      MT  (+/- 180 meters Scaled)
 CZ1594
 CZ1594                          SUPERSEDED SURVEY CONTROL
 CZ1594
 CZ1594  NGVD 29 (??/??/92)  473.721  (m)         1554.20   (f) ADJ UNCH    1 2
 CZ1594
 CZ1594.Superseded values are not recommended for survey control.
 CZ1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1594.See file dsdata.txt to determine how the superseded data were derived.
 CZ1594
 CZ1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467231(NAD 83)
 CZ1594_MARKER: Z = SEE DESCRIPTION
 CZ1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1594_SP_SET: ALUMINUM COLLAR
 CZ1594_STAMPING: P M BM 1400-68
 CZ1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1594
 CZ1594  HISTORY     - Date     Condition        Report By
 CZ1594  HISTORY     - UNK      MONUMENTED       NGS
 CZ1594  HISTORY     - 1975     GOOD             AZDT
 CZ1594
 CZ1594                          STATION DESCRIPTION
 CZ1594
 CZ1594'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1594'2.3 MI SW FROM ELOY.
 CZ1594'FROM MILEPOST 207, I-10, EAST ON THE INTERSTATE FOR 0.5 MILES AND TO
 CZ1594'THE STATION ON THE RIGHT.  1.5 FT. NORTH OF THE SOUTH R/W FENCE LINE.
 CZ1594'MARKED BY A P AND M SURVEY SIGN.  A REBAR WITH AN ALUMINUM COLLAR,
 CZ1594'FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1065 ***********************************************************************
 ET1065  DESIGNATION -  POACHIE
 ET1065  PID         -  ET1065
 ET1065  STATE/COUNTY-  AZ/MOHAVE
 ET1065  USGS QUAD   -  ARRASTRA MTN (1967)
 ET1065
 ET1065                         *CURRENT SURVEY CONTROL
 ET1065  ___________________________________________________________________
 ET1065* NAD 83(1992)-  34 25 16.36328(N)    113 22 55.66384(W)     ADJUSTED  
 ET1065* NAVD 88     -      1465.5    (meters)    4808.     (feet)  VERTCON   
 ET1065  ___________________________________________________________________
 ET1065  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 ET1065  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 ET1065  HORZ ORDER  -  FIRST
 ET1065
 ET1065.The horizontal coordinates were established by classical geodetic methods
 ET1065.and adjusted by the National Geodetic Survey in August 1993.
 ET1065
 ET1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1065
 ET1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1065
 ET1065.The geoid height was determined by GEOID03.
 ET1065
 ET1065;                    North         East     Units Scale Factor Converg.
 ET1065;SPC AZ W     -   379,446.636   247,174.863   MT  0.99994742   +0 12 28.6
 ET1065;SPC AZ W     - 1,244,903.66    810,941.15   iFT  0.99994742   +0 12 28.6
 ET1065;SPC AZ C     -   380,346.548    78,653.616   MT  1.00012360   -0 49 42.6
 ET1065;SPC AZ C     - 1,247,856.13    258,049.92   iFT  1.00012360   -0 49 42.6
 ET1065;UTM  12      - 3,811,434.071   281,084.362   MT  1.00019076   -1 20 49.5
 ET1065
 ET1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1065!SPC AZ W     -   0.99977460  x   0.99994742  =   0.99972203
 ET1065!SPC AZ C     -   0.99977460  x   1.00012360  =   0.99989817
 ET1065!UTM  12      -   0.99977460  x   1.00019076  =   0.99996532
 ET1065
 ET1065|---------------------------------------------------------------------|
 ET1065| PID    Reference Object                     Distance      Geod. Az  |
 ET1065|                                                           dddmmss.s |
 ET1065| CH3958 POACHIE RM 2                         10.624 METERS 08047     |
 ET1065| CH3956 POACHIE AZ MK                                      3425020.3 |
 ET1065| CH3957 POACHIE RM 1                          4.198 METERS 35401     |
 ET1065|---------------------------------------------------------------------|
 ET1065
 ET1065                          SUPERSEDED SURVEY CONTROL
 ET1065
 ET1065  NAD 83(1986)-  34 25 16.36283(N)    113 22 55.66969(W) AD(       ) 1
 ET1065  NAD 27      -  34 25 16.29300(N)    113 22 52.94100(W) AD(       ) 1
 ET1065  NGVD 29 (07/19/86) 1464.7    (m)         4805.     (f) VERT ANG    3  
 ET1065
 ET1065.Superseded values are not recommended for survey control.
 ET1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1065.See file dsdata.txt to determine how the superseded data were derived.
 ET1065
 ET1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8108411434(NAD 83)
 ET1065_MARKER: DS = TRIANGULATION STATION DISK
 ET1065_SETTING: 66 = SET IN ROCK OUTCROP
 ET1065_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ET1065
 ET1065  HISTORY     - Date     Condition        Report By
 ET1065  HISTORY     - 1944     MONUMENTED       CGS
 ET1065  HISTORY     - 1948     SEE DESCRIPTION  CGS
 ET1065  HISTORY     - 1955     GOOD             CGS
 ET1065  HISTORY     - 1967     GOOD             USGS
 ET1065  HISTORY     - 1972     GOOD             AZHD
 ET1065
 ET1065                          STATION DESCRIPTION
 ET1065
 ET1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1065'STATION IS ABOUT 52 MILES (AIR LINE) W OF PRESCOTT, ABOUT
 ET1065'35 MILES (AIR LINE) NW OF CONGRESS JUNCTION, AND ABOUT 24
 ET1065'MILES (AIR LINE) SE OF WIKIEUP.  IT IS LOCATED ON A HIGH
 ET1065'GRANITE PINNACLE WHICH FORMS THE HIGHEST POINT OF THE MOUNTAIN
 ET1065'RANGE KNOWN LOCALLY AS THE POACHIE MOUNTAINS.
 ET1065'
 ET1065'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 ET1065'IN BEDROCK WHICH PROJECTS AS A ROCKY PINNACLE ABOUT 15 FEET
 ET1065'HIGHER THAN THE SURROUNDING GROUND.  IT IS LOCATED 12 FEET
 ET1065'ESE OF THE HIGHEST POINT ON THE PINNACLE, WHICH IS ALSO THE
 ET1065'HIGHEST POINT ON THE RIDGE.  IT IS STAMPED POACHIE 1944.
 ET1065'
 ET1065'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 ET1065'HOLE IN A LARGE BOULDER PROJECTING ABOUT 4-1/2 FEET ABOVE
 ET1065'GROUND AND IS STAMPED POACHIE NO 1 1944.  IT IS ABOUT 1 FOOT
 ET1065'LOWER IN ELEVATION THAN THE STATION MARK.
 ET1065'
 ET1065'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET1065'IN A LARGE BOULDER PROJECTING ABOUT 6 FEET ABOVE THE GROUND AND
 ET1065'IS STAMPED POACHIE NO 2 1944.  IT IS ABOUT 3 FEET LOWER IN
 ET1065'ELEVATION THAN THE STATION MARK.
 ET1065'
 ET1065'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 ET1065'A LARGE BOULDER PROJECTING ABOUT 2-1/2 FEET ABOVE THE GROUND
 ET1065'AND IS STAMPED POACHIE 1944.  IT IS LOCATED IN A SADDLE 1/2
 ET1065'MILE NNW OF THE STATION AND 5 FEET S OF A SMALL ROCK CAIRN
 ET1065'WITH A POLE IN THE CENTER.
 ET1065'
 ET1065'TO REACH STATION FROM THE POST OFFICE IN HILLSIDE, GO N ON
 ET1065'GRADED GRAVEL ROAD FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK
 ET1065'AND FOLLOW THE MAIN GRAVEL ROAD FOR 11 MILES TO A CROSS ROAD
 ET1065'ABOUT 1/2 MILE BEFORE REACHING THE LARGE CEMENT BRIDGE ACROSS
 ET1065'THE SANTA MARIA RIVER.  CONTINUE STRAIGHT AHEAD, ACROSS THE
 ET1065'BRIDGE, FOR 7 MILES TO A ROAD LEFT AS PER SIGN KINGMAN.  (THIS
 ET1065'IS 3.2 MILES PAST PIKES SERVICE STATION.) TURN LEFT AND FOLLOW
 ET1065'MAIN-TRAVELED ROAD FOR 5.0 MILES, KEEP RIGHT FORK AND CONTINUE
 ET1065'1.9 MILES, THENCE RIGHT FORK AGAIN FOR 5.5 MILES TO A SIGN
 ET1065'KINGMAN 105 HILLSIDE 34.  CONTINUE TOWARDS KINGMAN 0.6 MILE
 ET1065'TO A FORK AT A MILITARY ZONE RESTRICTED SIGN.  TURN LEFT AND
 ET1065'GO 1.3 MILES, KEEP RIGHT FORK FOR 2.2 MILES ON THE
 ET1065'MAIN-TRAVELED ROAD, THENCE LEFT FORK FOR 2.8 MILES TO TRACKS
 ET1065'WHICH CUT BACK SHARPLY TO THE RIGHT, ABOUT 1/2 MILE NW OF
 ET1065'ISADORE OLEAS RANCH.  TURN RIGHT AND FOLLOW TRACK ROAD 0.2
 ET1065'MILE, KEEP LEFT FORK, THEN CONTINUE 4.0 MILES TO THE
 ET1065'REMAINS OF THE ACE BOZARTH PROVIDENCE MINE CAMP.  FROM
 ET1065'HERE PACK E TO THE TOP OF THE FIRST LIGHT-COLORED RIDGE, THEN
 ET1065'S FOR ABOUT 1/2 MILE OVER A BRUSHY HUMP TO THE AZIMUTH MARK
 ET1065'IN A SMALL SADDLE.  FROM HERE THE STATION CAN BE SEEN
 ET1065'ABOUT 1/2 MILE SSE ON THE HIGH GRANITE PINNACLE.
 ET1065'
 ET1065'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET1065
 ET1065                          STATION RECOVERY (1948)
 ET1065
 ET1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1065'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ET1065'IN GOOD CONDITION.
 ET1065'
 ET1065'THE STATION IS ABOUT 52 MILES AIRLINE WEST OF PRESCOTT, ABOUT
 ET1065'35 MILES AIRLINE NORTHWEST OF CONGRESS JUNCTION AND ABOUT
 ET1065'24 MILES AIRLINE SOUTHEAST OF WIKIEUP.  IT IS ON A HIGH GRANITE
 ET1065'PINNACLE WHICH FORMS THE HIGHEST SOUTHEAST PART OF THE MOUNTAIN
 ET1065'RANGE KNOWN AS THE POACHIE MOUNTAINS.
 ET1065'
 ET1065'THE STATION IS REACHED FROM THE STORE AND POST OFFICE IN
 ET1065'WIKIEUP BY GOING SOUTHEAST ON THE MAIN ROAD TO BAGDAD FOR 1.1
 ET1065'MILES TO A FORK.  TURN LEFT, EAST AND GO 0.7 MILE CROSSING
 ET1065'THE SANDY RIVER, CONTINUE ON BLADED ROAD FOR 3.4 MILES TO
 ET1065'A FORK.  KEEP LEFT FORK AND GO 4.4 MILES TO A FORK AND SIGN
 ET1065'SIGNAL.  TAKE LEFT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD
 ET1065'FOR 17.6 MILES TO A STREAM WITH RUNNING WATER IN IT, CROSS
 ET1065'STREAM AND CONTINUE FOR 0.3 MILE TO A FORK.  KEEP STRAIGHT
 ET1065'AHEAD ON RIGHT FORK FOR 6.5 MILES TO RANCH BUILDINGS.
 ET1065'CONTINUE ON MAIN ROAD FOR 0.5 MILE TO FORK.  TURN RIGHT OFF
 ET1065'MAIN ROAD ONTO A BLADED ROAD FOR 1.3 MILES TO A FORK.  KEEP
 ET1065'RIGHT FORK ON MAIN TRAVELED ROAD FOR 2.2 MILES TO A FORK.
 ET1065'KEEP LEFT FORK ON MAIN TRAVELED ROAD FOR 2.8 MILES TO A
 ET1065'TRACK ROAD LEADING SHARP RIGHT, JUST BEFORE REACHING RANCH.
 ET1065'TURN RIGHT ON TRACK ROAD LEADING SHARP RIGHT, JUST BEFORE
 ET1065'REACHING RANCH.  TURN RIGHT ON TRACK ROAD FOR 0.2 MILE TO
 ET1065'A VERY DIM TRACK FORK.  KEEP LEFT FORK AND CONTINUE FOR
 ET1065'3.6 MILE OVER ROUGH ROCKY TRACK ROAD TO OLD MINE AND STAMP MILL,
 ET1065'AND END OF TRUCK TRAVEL.  FROM THE MINE BACKPACK EASTERLY TO
 ET1065'THE SUMMIT OF THE FIRST LIGHT COLORED RIDGE, THEN SOUTH FOR
 ET1065'ABOUT 1/2 MILE OVER A BRUSHY HUMP TO THE AZIMUTH MARK IN
 ET1065'A SMALL SADDLE.  FROM HERE PACK SOUTH SOUTHEAST FOR
 ET1065'ABOUT 1/2 MILE TO THE HIGHEST POINT AND STATION.
 ET1065'
 ET1065'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK WHICH
 ET1065'PROJECTS AS A ROCKY PINNACLE ABOUT 15 FEET HIGHER THAN THE
 ET1065'SURROUNDING GROUND.  IT IS ABOUT 12 FEET EAST SOUTHEAST OF
 ET1065'THE HIGHEST PROJECTING ROCK, WHICH IS THE HIGHEST POINT OF THE
 ET1065'HILL.  IT IS STAMPED POACHIE 1944.
 ET1065'
 ET1065'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1065'IN A LARGE BOULDER PROJECTING ABOUT 4-1/2 FEET, AND IS ABOUT
 ET1065'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED POACHIE NO 1 1944.
 ET1065'
 ET1065'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1065'IN A LARGE BOULDER PROJECTING ABOUT 6 FEET, AND IS ABOUT 3
 ET1065'FEET LOWER THAN THE STATION.  IT IS STAMPED POACHIE NO 2
 ET1065'1944.
 ET1065'
 ET1065'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A LARGE
 ET1065'BOULDER PROJECTING ABOUT 2-1/2 FEET, IN A SMALL SADDLE ABOUT
 ET1065'1/2 MILE NORTH NORTHWEST OF THE STATION AND 5 FEET SOUTH
 ET1065'OF A ROCK CAIRN WITH A POLE IN THE CENTER.  IT IS STAMPED
 ET1065'POACHIE 1944.
 ET1065
 ET1065                          STATION RECOVERY (1955)
 ET1065
 ET1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1065'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 ET1065'IN GOOD CONDITION.  THE DESCRIPTION OF THE STATION SITE IS GOOD.
 ET1065'THE DIRECTIONS FOR REACHING THE STATION ARE OBSOLETE.  NEW
 ET1065'DIRECTIONS FOLLOW--
 ET1065'
 ET1065'TO REACH THE STATION FROM THE POST OFFICE IN HILLSIDE, GO
 ET1065'NORTH ON THE BLACKTOP ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT
 ET1065'FORK AND FOLLOW THE BAGDAD HIGHWAY FOR 18 MILES TO A GRADED
 ET1065'ROAD LEFT AND A SIGN KINGMAN, TURN LEFT AND FOLLOW MAIN
 ET1065'TRAVELLED ROAD FOR 5.0 MILES TO A FORK, TAKE RIGHT FORK FOR
 ET1065'1.9 MILES TO A FORK, TAKE LEFT FORK FOR 5.3 MILES TO JUNCTION
 ET1065'WITH STATE HIGHWAY 93, TURN RIGHT ON HIGHWAY 93 FOR 7.8
 ET1065'MILES TO A CROSS ROAD, TURN LEFT AND FOLLOW MAIN TRAVELLED
 ET1065'ROAD 2.8 MILES TO ISADORE OLEAS RANCH.  0.3 MILE BEFORE
 ET1065'REACHING THE RANCH TURN SHARPLY TO RIGHT ON DIM TRACK ROAD
 ET1065'AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO 4.0 MILES
 ET1065'TO ACE BOZARTHS ABANDONED MINE AND THE END OF TRUCK
 ET1065'TRAVEL.  FROM HERE PACK EASTERLY TO TOP OF THE FIRST RIDGE,
 ET1065'THENCE SOUTH ALONG THE TOP OF THE RIDGE FOR
 ET1065'APPROXIMATELY 1.0 MILE TO THE HIGHEST PEAK AND THE STATION
 ET1065'SITE.
 ET1065'
 ET1065'THIS IS A TWO HOUR PACK FROM THE END OF TRUCK TRAVEL.
 ET1065'
 ET1065'THE TRAVEL FROM THE RANCH TO THE MINE CAN BE MADE BY 4-WHEEL
 ET1065'DRIVE VEHICLE ONLY.
 ET1065
 ET1065                          STATION RECOVERY (1967)
 ET1065
 ET1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (HRP)
 ET1065'REACHED BY HELICOPTER.
 ET1065'
 ET1065'RECOVERED AS DESCRIBED.
 ET1065
 ET1065                          STATION RECOVERY (1972)
 ET1065
 ET1065'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1065'GENERAL LOCATION 52 MI W OF PRESCOTT
 ET1065'
 ET1065'TO REACH AS DESCRIBED
 ET1065'
 ET1065'STATION MARK USC AND GS BRASS CAP
 ET1065'
 ET1065'REFERENCE MARKS AS DESCRIBED GOOD CONDITION
 ET1065'
 ET1065'AZIMUTH MARK NOT LOOKED FOR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1041 ***********************************************************************
 FR1041  DESIGNATION -  POCKET
 FR1041  PID         -  FR1041
 FR1041  STATE/COUNTY-  AZ/COCONINO
 FR1041  USGS QUAD   -  WHITE HORSE LAKE (1989)
 FR1041
 FR1041                         *CURRENT SURVEY CONTROL
 FR1041  ___________________________________________________________________
 FR1041* NAD 83(1992)-  35 00 47.37098(N)    112 00 31.62272(W)     ADJUSTED  
 FR1041* NAVD 88     -      1960.5    (meters)    6432.     (feet)  VERTCON   
 FR1041  ___________________________________________________________________
 FR1041  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 FR1041  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FR1041  HORZ ORDER  -  THIRD
 FR1041
 FR1041.The horizontal coordinates were established by classical geodetic methods
 FR1041.and adjusted by the National Geodetic Survey in August 1993.
 FR1041
 FR1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR1041
 FR1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR1041
 FR1041.The geoid height was determined by GEOID03.
 FR1041
 FR1041;                    North         East     Units Scale Factor Converg.
 FR1041;SPC AZ C     -   445,037.773   204,952.955   MT  0.99990087   -0 03 10.3
 FR1041;SPC AZ C     - 1,460,097.68    672,417.83   iFT  0.99990087   -0 03 10.3
 FR1041;UTM  12      - 3,874,967.230   407,959.883   MT  0.99970440   -0 34 43.8
 FR1041
 FR1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR1041!SPC AZ C     -   0.99969616  x   0.99990087  =   0.99959706
 FR1041!UTM  12      -   0.99969616  x   0.99970440  =   0.99940065
 FR1041
 FR1041|---------------------------------------------------------------------|
 FR1041| PID    Reference Object                     Distance      Geod. Az  |
 FR1041|                                                           dddmmss.s |
 FR1041| CS3989 POCKET RM 1                           3.380 METERS 03739     |
 FR1041| CS3990 POCKET RM 2                           9.601 METERS 06440     |
 FR1041| ET1121 HENDERSON                           APPROX. 9.8 KM 2372247.1 |
 FR1041|---------------------------------------------------------------------|
 FR1041
 FR1041                          SUPERSEDED SURVEY CONTROL
 FR1041
 FR1041  NAD 83(1986)-  35 00 47.36759(N)    112 00 31.62056(W) AD(       ) 3
 FR1041  NGVD 29 (04/23/90) 1959.6    (m)         6429.     (f) VERT ANG    3  
 FR1041
 FR1041.Superseded values are not recommended for survey control.
 FR1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1041.See file dsdata.txt to determine how the superseded data were derived.
 FR1041
 FR1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0796074967(NAD 83)
 FR1041_MARKER: DS = TRIANGULATION STATION DISK
 FR1041_SETTING: 66 = SET IN ROCK OUTCROP
 FR1041_SP_SET: SET IN BEDROCK
 FR1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR1041+STABILITY: POSITION/ELEVATION WELL
 FR1041
 FR1041  HISTORY     - Date     Condition        Report By
 FR1041  HISTORY     - 1943     MONUMENTED       USGS
 FR1041  HISTORY     - 1959     GOOD             USGS
 FR1041  HISTORY     - 1962     GOOD             USGS
 FR1041
 FR1041                          STATION DESCRIPTION
 FR1041
 FR1041'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 FR1041'STATION MARK--STANDARD TABLET STAMPED---POCKET 1943---, CEMENTED IN
 FR1041'BEDROCK.
 FR1041'
 FR1041'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN BEDROCK.
 FR1041'
 FR1041'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN BEDROCK.
 FR1041
 FR1041                          STATION RECOVERY (1959)
 FR1041
 FR1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FR1041'RECOVERED AS DESCRIBED BY USGS.
 FR1041'
 FR1041'LOCATED ABOUT 19 MI SE. OF WILLIAMS, 4.6 MI NNW. OF CASNER
 FR1041'MOUNTAIN, 1.7 MI E. OF POCKET LAKE.  ON PROMINENT KNOB NEAR EAST
 FR1041'END OF LONG FLAT RIDGE WHICH RUNS INTO SYCAMORE CANYON FROM W.
 FR1041'
 FR1041'TO REACH FROM INTERSECTION OF 4TH STREET AND U.S. HWYS. 66 AND 89
 FR1041'IN WILLIAMS, DRIVE 8.8 MI S. ON PERKINSVILLE RD.  TURN LEFT OFF
 FR1041'NEW CONSTRUCTION FOLLOWING 1959 ROUTE OF PERKINSVILLE RD. 7 MI
 FR1041'S.  TURN LEFT AS PER SIGN SYCAMORE RIM 13 3.1 MI SE. TO RD.
 FR1041'FORK AND SIGN POCKET LAKE 4.  TURN RIGHT ON TRACK RD. 0.7 MI TO
 FR1041'RD. FORK AND SIGN POCKET LAKE 3.  TURN LEFT ON MAIN TRACK RD.
 FR1041'2.8 MI E. TO POCKET LAKE.  TURN N. ALONG EAST EDGE OF POCKET LAKE
 FR1041'FOLLOWING TRACK RD. 0.5 MI TO RIDGE AND END OF TRUCK TRAVEL
 FR1041'(4-WHEEL DRIVE MAY BE DRIVEN BEYOND THIS POINT BUT IT IS VERY
 FR1041'ROUGH).  FOLLOW CATTLE TRAIL NORTHEASTERLY ABOUT 0.5 MI.  CONTINUE
 FR1041'ESE. ON CATTLE TRAIL ALONG TOP OF RIDGE ABOUT 1.5 MI TO PROMINENT
 FR1041'BRUSH KNOB.  CLIMB TO TOP OF KNOB AND STATION.  ABOUT A 45-MINUTE
 FR1041'PACK FROM END OF TRUCK TRAVEL.
 FR1041
 FR1041                          STATION RECOVERY (1962)
 FR1041
 FR1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FR1041'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0935 ***********************************************************************
 EU0935  DESIGNATION -  POINT
 EU0935  PID         -  EU0935
 EU0935  STATE/COUNTY-  AZ/MOHAVE
 EU0935  USGS QUAD   -  WARM SPRINGS SE (1970)
 EU0935
 EU0935                         *CURRENT SURVEY CONTROL
 EU0935  ___________________________________________________________________
 EU0935* NAD 83(1992)-  34 48 46.83646(N)    114 21 06.13460(W)     ADJUSTED  
 EU0935* NAVD 88     -       418.8    (meters)    1374.     (feet)  VERTCON   
 EU0935  ___________________________________________________________________
 EU0935  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 EU0935  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 EU0935  HORZ ORDER  -  FIRST
 EU0935
 EU0935.The horizontal coordinates were established by classical geodetic methods
 EU0935.and adjusted by the National Geodetic Survey in August 1993.
 EU0935
 EU0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0935
 EU0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0935
 EU0935.The geoid height was determined by GEOID03.
 EU0935
 EU0935;                    North         East     Units Scale Factor Converg.
 EU0935;SPC AZ W     -   423,010.970   158,310.189   MT  0.99997067   -0 20 36.7
 EU0935;SPC AZ W     - 1,387,831.27    519,390.38   iFT  0.99997067   -0 20 36.7
 EU0935;UTM  11      - 3,855,504.365   742,240.126   MT  1.00032330   +1 30 45.5
 EU0935
 EU0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0935!SPC AZ W     -   0.99993904  x   0.99997067  =   0.99990972
 EU0935!UTM  11      -   0.99993904  x   1.00032330  =   1.00026233
 EU0935
 EU0935:                Primary Azimuth Mark                     Grid Az
 EU0935:SPC AZ W     -  POINT AZ MK                              105 34 05.0
 EU0935:UTM  11      -  POINT AZ MK                              103 42 42.8
 EU0935
 EU0935|---------------------------------------------------------------------|
 EU0935| PID    Reference Object                     Distance      Geod. Az  |
 EU0935|                                                           dddmmss.s |
 EU0935| CC6270 POINT AZ MK                                        1051328.3 |
 EU0935| CC6271 POINT RM 1                            6.954 METERS 11533     |
 EU0935| CC6272 POINT RM 2                            6.243 METERS 22045     |
 EU0935|---------------------------------------------------------------------|
 EU0935
 EU0935                          SUPERSEDED SURVEY CONTROL
 EU0935
 EU0935  NAD 83(1986)-  34 48 46.83922(N)    114 21 06.14059(W) AD(       ) 1
 EU0935  NAD 27      -  34 48 46.81700(N)    114 21 03.28800(W) AD(       ) 1
 EU0935  NGVD 29 (07/19/86)  418.1    (m)         1372.     (f) VERT ANG    3  
 EU0935
 EU0935.Superseded values are not recommended for survey control.
 EU0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0935.See file dsdata.txt to determine how the superseded data were derived.
 EU0935
 EU0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4224055504(NAD 83)
 EU0935_MARKER: DS = TRIANGULATION STATION DISK
 EU0935_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0935_SP_SET: METAL PIPE IN CONCRETE
 EU0935
 EU0935  HISTORY     - Date     Condition        Report By
 EU0935  HISTORY     - 1945     MONUMENTED       CGS
 EU0935
 EU0935                          STATION DESCRIPTION
 EU0935
 EU0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0935'STATION IS ABOUT 13 MILES WSW OF YUCCA AND 10 MILES NE OF
 EU0935'TOPOCK.  IT IS ON THE SW END OF A LOW RIDGE THAT IS ABOUT
 EU0935'400 FEET HIGHER THAN THE FLAT AROUND IT.
 EU0935'
 EU0935'STATION MARK IS A BRONZE DISK SET IN THE TOP OF AN IRON
 EU0935'PIPE PROJECTING 5 INCHES ABOVE THE GROUND AND SET IN A BLOCK
 EU0935'OF CONCRETE.  STAMPED POINT 1945.
 EU0935'
 EU0935'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0935'PROJECTING ABOUT 1-1/2 FEET ABOVE THE GROUND AND IS STAMPED
 EU0935'POINT NO 1 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 EU0935'STATION MARK.
 EU0935'
 EU0935'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0935'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 EU0935'POINT NO 2 1945.  IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION
 EU0935'THAN STATION MARK.
 EU0935'
 EU0935'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER
 EU0935'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED
 EU0935'POINT 1945.  IT IS 5 FEET SE OF THE CENTER LINE OF TRACK ROAD
 EU0935'AND 5 FEET WNW OF A WITNESS POST.
 EU0935'
 EU0935'TO REACH STATION FROM YUCCA, FOLLOW THE YUCCA-TOPOCK ROAD FOR
 EU0935'24.2 MILES TO A ROAD LEADING TO THE RIGHT TO A RAILROAD STATION
 EU0935'(POWELL), TURN RIGHT AND CONTINUE FOR 0.8 MILE TO POWELL,
 EU0935'CROSS THE TRACKS AND TURN LEFT ON A TRACK ROAD, CONTINUE FOR
 EU0935'0.2 MILE, BEAR RIGHT ACROSS THE WASH AND CONTINUE FOR 0.3
 EU0935'MILE COMING UP ONTO A GOOD TRACK ROAD ON THE RIDGE.  CONTINUE
 EU0935'ON THE TRACK ROAD FOR 3.8 MILES TO STATION G.L.O. D ON THE
 EU0935'RIGHT SIDE OF THE ROAD AND CONTINUE STRAIGHT AHEAD FOR 2.1
 EU0935'MILES TO THE AZIMUTH MARK WHICH IS SET IN A SMALL BOULDER
 EU0935'5 FEET TO THE RIGHT OF THE CENTER LINE OF THE ROAD.  IT IS
 EU0935'JUST TO THE RIGHT OF THE RIGHT TRACK AND A WITNESS POST
 EU0935'IS SET NEAR MARK.  CONTINUE ON THE TRACK ROAD FOR 0.8 MILE
 EU0935'DOWN INTO A WIDE WASH, THENCE AHEAD ON THE TRACK ROAD FOR
 EU0935'1.7 MILES (THIS BEING AT A POINT WHERE THE ROAD TURNS SHARP
 EU0935'TO THE RIGHT AND GOES DOWN INTO A WASH AND THE RIDGE ON WHICH
 EU0935'THE STATION IS LOCATED CAN BE SEEN CLEARLY ABOUT 1/4 MILE
 EU0935'TO THE SW).  BEAR LEFT ACROSS COUNTRY ALONG THE N SIDE OF THE
 EU0935'RIDGE FOR 0.2 MILE TO A WASH AND THE END OF TRUCK TRAVEL.
 EU0935'PACK SW TO THE TOP OF THE RIDGE, BEAR RIGHT TOWARD THE
 EU0935'END LEADING OUT TOWARD THE FLATS, AND CONTINUE TO THE
 EU0935'STATION WHICH IS ABOUT 100 FEET FROM THE END OF THE RIDGE
 EU0935'AND ABOUT 180 FEET BEYOND THE LAST SADDLE PASSED WHEN
 EU0935'FOLLOWING THE RIDGE OUT TO THE STATION.  THE MARK IS
 EU0935'ABOUT ON THE CENTER OF THE RIDGE AND IS 23 FEET SW OF A
 EU0935'5-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0926 ***********************************************************************
 ET0926  DESIGNATION -  POINT
 ET0926  PID         -  ET0926
 ET0926  STATE/COUNTY-  AZ/YAVAPAI
 ET0926  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0926
 ET0926                         *CURRENT SURVEY CONTROL
 ET0926  ___________________________________________________________________
 ET0926* NAD 83(1992)-  34 05 52.94148(N)    112 05 22.36696(W)     ADJUSTED  
 ET0926* NAVD 88     -      1002.6    (meters)    3289.     (feet)  VERTCON   
 ET0926  ___________________________________________________________________
 ET0926  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 ET0926  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 ET0926  HORZ ORDER  -  SECOND
 ET0926
 ET0926.The horizontal coordinates were established by classical geodetic methods
 ET0926.and adjusted by the National Geodetic Survey in August 1993.
 ET0926
 ET0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0926
 ET0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0926
 ET0926.The geoid height was determined by GEOID03.
 ET0926
 ET0926;                    North         East     Units Scale Factor Converg.
 ET0926;SPC AZ C     -   343,541.094   197,408.503   MT  0.99990314   -0 05 48.9
 ET0926;SPC AZ C     - 1,127,103.33    647,665.69   iFT  0.99990314   -0 05 48.9
 ET0926;UTM  12      - 3,773,562.225   399,496.225   MT  0.99972451   -0 36 39.1
 ET0926
 ET0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0926!SPC AZ C     -   0.99984700  x   0.99990314  =   0.99975015
 ET0926!UTM  12      -   0.99984700  x   0.99972451  =   0.99957155
 ET0926
 ET0926|---------------------------------------------------------------------|
 ET0926| PID    Reference Object                     Distance      Geod. Az  |
 ET0926|                                                           dddmmss.s |
 ET0926| CH3959 POINT RM 1                            9.703 METERS 11408     |
 ET0926| CH3960 POINT RM 2                            5.255 METERS 22644     |
 ET0926| ET0266 CREST                               APPROX. 5.6 KM 2493501.5 |
 ET0926|---------------------------------------------------------------------|
 ET0926
 ET0926                          SUPERSEDED SURVEY CONTROL
 ET0926
 ET0926  NAD 83(1986)-  34 05 52.93530(N)    112 05 22.36876(W) AD(       ) 2
 ET0926  NAD 27      -  34 05 52.81140(N)    112 05 19.80030(W) AD(       ) 2
 ET0926  NGVD 29 (07/19/86) 1002.0    (m)         3287.     (f) VERT ANG    3  
 ET0926
 ET0926.Superseded values are not recommended for survey control.
 ET0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0926.See file dsdata.txt to determine how the superseded data were derived.
 ET0926
 ET0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9949673562(NAD 83)
 ET0926_MARKER: DS = TRIANGULATION STATION DISK
 ET0926_SETTING: 80 = SET IN A BOULDER
 ET0926_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0926+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 ET0926
 ET0926  HISTORY     - Date     Condition        Report By
 ET0926  HISTORY     - 1959     MONUMENTED       CGS
 ET0926  HISTORY     - 20080404 GOOD             GEOCAC
 ET0926
 ET0926                          STATION DESCRIPTION
 ET0926
 ET0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0926'THE STATION IS ABOUT 4 MILES NORTHEAST OF BLACK CANYON, 1/2
 ET0926'MILE NORTH OF SQUAW CREEK, 1/4 MILE EAST OF A SHARP, OUTSTANDING
 ET0926'PEAK, LOCALLY KNOWN AS THE THUMB, ON THE WEST POINT OF A HIGH
 ET0926'MESA, AND ABOUT 100 YARDS WEST OF WHERE A POWER LINE GOES OVER
 ET0926'THE RIM.
 ET0926'
 ET0926'TO REACH THE STATION FROM THE POST OFFICE AT BLACK CANYON, GO
 ET0926'SOUTH ON STATE HIGHWAY 69 FOR 0.3 MILE TO A STOCK GUARD ON
 ET0926'THE LEFT, EAST.  TURN LEFT AND FOLLOW THE GRAVELED ROAD EAST
 ET0926'AND NORTHEAST FOR 0.5 MILE TO A Y-FORK.  KEEP RIGHT, NORTHEAST,
 ET0926'FOR 0.4 MILE TO ANOTHER Y-FORK.  KEEP RIGHT, EAST, FOLLOW THIS
 ET0926'GRADED ROAD EAST AND NORTH 0.9 MILE TO A T-ROAD ON THE RIGHT
 ET0926'AND A STOCK GUARD.  CONTINUE AHEAD, NORTH, ACROSS THE STOCK
 ET0926'GUARD FOR 1.6 MILES TO A T-ROAD ON THE RIGHT, EAST.  TURN
 ET0926'RIGHT AND FOLLOW THE DIRT ROAD 0.5 MILE TO A WELL AND THE
 ET0926'REMAINS OF SOME OLD BUILDINGS ON THE RIGHT, SOUTH SIDE OF THE
 ET0926'ROAD.  CONTINUE AHEAD, EAST, 0.1 MILE TO THE END OF TRUCK TRAVEL.
 ET0926'FROM HERE PACK NORTHEAST TO THE TOP OF THE MOUNTAIN.  THEN
 ET0926'NORTH AND NORTHEAST ON AN OLD TRAIL, ACROSS A SADDLE AND
 ET0926'UP TO THE STATION ON THE MESA.  THIS IS AN HOUR AND A HALF
 ET0926'PACK.
 ET0926'
 ET0926'THE STATION MARK IS A STANDARD DISK, STAMPED POINT 1958,
 ET0926'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 4
 ET0926'INCHES, 50 FEET EAST OF THE EXTREME WEST END OF THE POINT, AND
 ET0926'12 FEET NORTHWEST OF A CAIRN.
 ET0926'
 ET0926'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POINT NO 1 1958,
 ET0926'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 ET0926'FOOT AND 23 FEET EAST OF A CAIRN.
 ET0926'
 ET0926'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POINT NO 2 1958,
 ET0926'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 ET0926'8 INCHES AND 18 FEET WEST OF A CAIRN.
 ET0926'
 ET0926'NO AZIMUTH MARK WAS ESTABLISHED, BUT TRIANGULATION STATION
 ET0926'CREST MAY BE USED AS AN AZIMUTH MARK.
 ET0926
 ET0926                          STATION RECOVERY (2008)
 ET0926
 ET0926'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0926'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0926'CONDITION AS DESCRIBED.
 ET0926' 
 ET0926'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF BLOODY BASIN
 ET0926'ROAD AND INTERSTATE 17 TAKE BLOODY BASIN ROAD SOUTH FOR 10.9 MILES TO
 ET0926'FR 9014. TURN RIGHT ON FR 9014 AND GO SOUTH FOR 2.6 MILES AND BEAR
 ET0926'RIGHT ON TO FR 14. TAKE FR 14 SOUTH FOR 1.9 MILES TO A GATE ON THE
 ET0926'RIGHT AND FR 610. CONTINUE THROUGH THE GATE AND GO SOUTHWEST ON FR 610
 ET0926'FOR 7.9 MILES TO A DIM TELEPHONE LINE ROAD.
 ET0926'TRAVEL SOUTHWEST ON THE TELEPHONE LINE ROAD FOR 0.4 MILES TO THE
 ET0926'STATION ON THE RIGHT. NOTE THAT FR 610 AND THE TELEPHONE LINE ROAD
 ET0926'HAVE SOME DIM AND ROUGH STRETCHES SO TRAVEL WITH A 4X4 HIGH CLEARANCE
 ET0926'VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0928 ***********************************************************************
 ES0928  DESIGNATION -  POINT
 ES0928  PID         -  ES0928
 ES0928  STATE/COUNTY-  AZ/COCONINO
 ES0928  USGS QUAD   -  O W POINT (1990)
 ES0928
 ES0928                         *CURRENT SURVEY CONTROL
 ES0928  ___________________________________________________________________
 ES0928* NAD 83(1992)-  34 19 33.68183(N)    110 49 43.82545(W)     ADJUSTED  
 ES0928* NAVD 88     -      2341.4    (meters)    7682.     (feet)  VERTCON   
 ES0928  ___________________________________________________________________
 ES0928  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 ES0928  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES0928  HORZ ORDER  -  SECOND
 ES0928
 ES0928.The horizontal coordinates were established by classical geodetic methods
 ES0928.and adjusted by the National Geodetic Survey in August 1993.
 ES0928
 ES0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0928
 ES0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0928
 ES0928.The geoid height was determined by GEOID03.
 ES0928
 ES0928;                    North         East     Units Scale Factor Converg.
 ES0928;SPC AZ C     -   369,350.331   313,465.224   MT  1.00002348   +0 36 48.5
 ES0928;SPC AZ C     - 1,211,779.30  1,028,429.21   iFT  1.00002348   +0 36 48.5
 ES0928;SPC AZ E     -   369,012.977   152,425.518   MT  0.99994575   -0 22 24.3
 ES0928;SPC AZ E     - 1,210,672.50    500,083.72   iFT  0.99994575   -0 22 24.3
 ES0928;UTM  12      - 3,798,318.954   515,745.585   MT  0.99960306   +0 05 47.5
 ES0928
 ES0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0928!SPC AZ C     -   0.99963634  x   1.00002348  =   0.99965981
 ES0928!SPC AZ E     -   0.99963634  x   0.99994575  =   0.99958211
 ES0928!UTM  12      -   0.99963634  x   0.99960306  =   0.99923955
 ES0928
 ES0928:                Primary Azimuth Mark                     Grid Az
 ES0928:SPC AZ C     -  FOREST                                   079 30 57.1
 ES0928:SPC AZ E     -  FOREST                                   080 30 09.9
 ES0928:UTM  12      -  FOREST                                   080 01 58.1
 ES0928
 ES0928|---------------------------------------------------------------------|
 ES0928| PID    Reference Object                     Distance      Geod. Az  |
 ES0928|                                                           dddmmss.s |
 ES0928| ES0900 FOREST                              APPROX. 3.1 KM 0800745.6 |
 ES0928| DZ1412 POINT RM 1                           20.723 METERS 11851     |
 ES0928|---------------------------------------------------------------------|
 ES0928
 ES0928                          SUPERSEDED SURVEY CONTROL
 ES0928
 ES0928  NAD 83(1986)-  34 19 33.67649(N)    110 49 43.82978(W) AD(       ) 2
 ES0928  NGVD 29 (08/03/87) 2340.4    (m)         7678.     (f) VERT ANG    3  
 ES0928
 ES0928.Superseded values are not recommended for survey control.
 ES0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0928.See file dsdata.txt to determine how the superseded data were derived.
 ES0928
 ES0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1574698319(NAD 83)
 ES0928_MARKER: DS = TRIANGULATION STATION DISK
 ES0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0928+STABILITY: SURFACE MOTION
 ES0928
 ES0928  HISTORY     - Date     Condition        Report By
 ES0928  HISTORY     - 1984     MONUMENTED       AZDT
 ES0928  HISTORY     - 19971011 GOOD             USPSQD
 ES0928  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0928
 ES0928                          STATION DESCRIPTION
 ES0928
 ES0928'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0928'THE STATION IS LOCATED 15-1/4 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0928'SIDE OF STATE ROUTE 260.
 ES0928'
 ES0928'THE STATION MARK IS AN AZDT DISK STAMPED---POINT 1984---.  IT  IS SET
 ES0928'IN TOP OF A 10 INCH  CONCRETE MONUMENT.  IT IS 32 FEET SOUTH OF THE
 ES0928'CENTER LINE OF THE HIGHWAY AND 4 FEET SOUTH OF THE WITNESS POST.
 ES0928'
 ES0928'REFERENCE MARK 1 IS AN U.S. BUREAU OF PUBLIC ROADS MARK STAMPED---1960
 ES0928'1597 9350 EL 7678.42---.  IT IS SET ON TOP OF A 2.5 INCH PIPE WHICH
 ES0928'PROJECTS 6 INCHES.
 ES0928'
 ES0928'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0928'AND STATE ROUTE 260.  TRAVEL SOUTHWEST ALONG SR 260 FOR 14.45 MILES TO
 ES0928'MERZVILLE ROAD ON THE RIGHT, CONTINUE WEST ALONG SR 260 FOR 2.05 MILES
 ES0928'TO MILE POST 286.8 AND THE STATION ON THE LEFT.
 ES0928
 ES0928                          STATION RECOVERY (1997)
 ES0928
 ES0928'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0928'RECOVERED IN GOOD CONDITION.
 ES0928
 ES0928                          STATION RECOVERY (2005)
 ES0928
 ES0928'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0928'MARK NOT FOUND. WITNESS POST LYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0912 ***********************************************************************
 FQ0912  DESIGNATION -  POINT
 FQ0912  PID         -  FQ0912
 FQ0912  STATE/COUNTY-  AZ/NAVAJO
 FQ0912  USGS QUAD   -  ELEPHANT BUTTE (1972)
 FQ0912
 FQ0912                         *CURRENT SURVEY CONTROL
 FQ0912  ___________________________________________________________________
 FQ0912* NAD 83(1992)-  35 17 42.16912(N)    110 35 58.13918(W)     ADJUSTED  
 FQ0912* NAVD 88     -      1673.8    (meters)    5491.     (feet)  VERTCON   
 FQ0912  ___________________________________________________________________
 FQ0912  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 FQ0912  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FQ0912  HORZ ORDER  -  THIRD
 FQ0912
 FQ0912.The horizontal coordinates were established by classical geodetic methods
 FQ0912.and adjusted by the National Geodetic Survey in August 1993.
 FQ0912
 FQ0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0912
 FQ0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0912
 FQ0912.The geoid height was determined by GEOID03.
 FQ0912
 FQ0912;                    North         East     Units Scale Factor Converg.
 FQ0912;SPC AZ E     -   476,390.330   173,995.141   MT  0.99991909   -0 15 00.3
 FQ0912;SPC AZ E     - 1,562,960.40    570,850.20   iFT  0.99991909   -0 15 00.3
 FQ0912;UTM  12      - 3,905,836.992   536,416.255   MT  0.99961634   +0 13 53.1
 FQ0912
 FQ0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0912!SPC AZ E     -   0.99974105  x   0.99991909  =   0.99966016
 FQ0912!UTM  12      -   0.99974105  x   0.99961634  =   0.99935749
 FQ0912
 FQ0912|---------------------------------------------------------------------|
 FQ0912| PID    Reference Object                     Distance      Geod. Az  |
 FQ0912|                                                           dddmmss.s |
 FQ0912| CR9991 POINT RM 2                           10.732 METERS 03846     |
 FQ0912| CR9990 POINT RM 1                           11.272 METERS 09839     |
 FQ0912| FQ0898 DARK MESA                           APPROX. 7.9 KM 1991559.2 |
 FQ0912|---------------------------------------------------------------------|
 FQ0912
 FQ0912                          SUPERSEDED SURVEY CONTROL
 FQ0912
 FQ0912  NAD 83(1986)-  35 17 42.16566(N)    110 35 58.14280(W) AD(       ) 3
 FQ0912  NGVD 29 (02/23/90) 1673.0    (m)         5489.     (f) VERT ANG    3  
 FQ0912
 FQ0912.Superseded values are not recommended for survey control.
 FQ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0912.See file dsdata.txt to determine how the superseded data were derived.
 FQ0912
 FQ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE3641605837(NAD 83)
 FQ0912_MARKER: DS = TRIANGULATION STATION DISK
 FQ0912_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0912
 FQ0912  HISTORY     - Date     Condition        Report By
 FQ0912  HISTORY     - 1955     MONUMENTED       USGS
 FQ0912  HISTORY     - 1966     GOOD             USGS
 FQ0912  HISTORY     - 1967     GOOD             USGS
 FQ0912
 FQ0912                          STATION DESCRIPTION
 FQ0912
 FQ0912'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0912'LOCATED ABOUT 17 MI N. OF WINSLOW, 2 MI S. OF DILKON-LEUPP RD.
 FQ0912'ON POINT OF MESA.
 FQ0912'
 FQ0912'TO REACH FROM WINSLOW POST OFFICE, DRIVE 1 BLOCK S. AND TURN E.
 FQ0912'ON U.S. HWY. 66 3.4 MI.  TURN N. AT MINNETONKA TRADING POST 19.2
 FQ0912'MI TO POLACCA-DILKON RD. FORKS.  TAKE LEFT FORK (POLACCA) 11.7 MI
 FQ0912'TO DILKON-LEUPP RD.  TURN HARD LEFT TOWARD LEUPP 7.3 MI TO WHITE
 FQ0912'WOODEN BRIDGE.  CROSS BRIDGE 0.5 MI TO TRACK TURN-OFF LEFT.  FOLLOW
 FQ0912'TRACK RD. 1.2 MI.  TAKE RIGHT FORK 0.8 MI.  TAKE RIGHT FORK 1 MI
 FQ0912'JOINING FORK FROM RIGHT.  CONTINUE SW. 0.2 MI.  TAKE RIGHT FORK
 FQ0912'FOLLOWING EDGE OF MESA 0.2 MI TO STATION ON EDGE OF MESA.
 FQ0912'STATION IS ON PROJECTED TIP OF MESA ABOUT 20 FT N. OF POINT.
 FQ0912'
 FQ0912'STATION MARK--STANDARD TABLET STAMPED---POINT 1955---, IN CONCRETE
 FQ0912'POST PROJECTING 0.8 FT.
 FQ0912'
 FQ0912'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, IN CONCRETE POST.
 FQ0912'
 FQ0912'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, IN CONCRETE POST.
 FQ0912
 FQ0912                          STATION RECOVERY (1966)
 FQ0912
 FQ0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0912'RECOVERED AS DESCRIBED BY USGS.
 FQ0912
 FQ0912                          STATION RECOVERY (1967)
 FQ0912
 FQ0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FQ0912'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0386 ***********************************************************************
 CF0386  DESIGNATION -  POINT
 CF0386  PID         -  CF0386
 CF0386  STATE/COUNTY-  AZ/COCHISE
 CF0386  USGS QUAD   -  PAUL SPUR (1957)
 CF0386
 CF0386                         *CURRENT SURVEY CONTROL
 CF0386  ___________________________________________________________________
 CF0386* NAD 83(1992)-  31 21 36.87780(N)    109 39 24.26280(W)     ADJUSTED  
 CF0386* NAVD 88     -      1238.87   (+/-2cm)    4064.5    (feet)  VERTCON   
 CF0386  ___________________________________________________________________
 CF0386  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CF0386  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CF0386  HORZ ORDER  -  SECOND
 CF0386  VERT ORDER  -  THIRD ? (See Below)
 CF0386
 CF0386.The horizontal coordinates were established by classical geodetic methods
 CF0386.and adjusted by the National Geodetic Survey in August 1993.
 CF0386
 CF0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0386.The vertical order pertains to the NGVD 29 superseded value.
 CF0386
 CF0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0386
 CF0386.The geoid height was determined by GEOID03.
 CF0386
 CF0386;                    North         East     Units Scale Factor Converg.
 CF0386;SPC AZ E     -    40,049.511   261,871.608   MT  0.99992902   +0 15 55.4
 CF0386;SPC AZ E     -   131,396.03    859,158.82   iFT  0.99992902   +0 15 55.4
 CF0386;UTM  12      - 3,470,306.572   627,756.574   MT  0.99980132   +0 41 56.9
 CF0386
 CF0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0386!SPC AZ E     -   0.99980982  x   0.99992902  =   0.99973885
 CF0386!UTM  12      -   0.99980982  x   0.99980132  =   0.99961117
 CF0386
 CF0386|---------------------------------------------------------------------|
 CF0386| PID    Reference Object                     Distance      Geod. Az  |
 CF0386|                                                           dddmmss.s |
 CF0386| CS5436 POINT RM 1                           10.221 METERS 09716     |
 CF0386| CS5437 POINT RM 2                           10.179 METERS 27742     |
 CF0386|---------------------------------------------------------------------|
 CF0386
 CF0386                          SUPERSEDED SURVEY CONTROL
 CF0386
 CF0386  NAD 83(1986)-  31 21 36.87387(N)    109 39 24.24668(W) AD(       ) 2
 CF0386  NGVD 29 (03/13/91) 1238.05   (m)         4061.8    (f) LEVELING    3  
 CF0386
 CF0386.Superseded values are not recommended for survey control.
 CF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0386.See file dsdata.txt to determine how the superseded data were derived.
 CF0386
 CF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV2775770307(NAD 83)
 CF0386_MARKER: DS = TRIANGULATION STATION DISK
 CF0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0386+STABILITY: SURFACE MOTION
 CF0386
 CF0386  HISTORY     - Date     Condition        Report By
 CF0386  HISTORY     - 1982     MONUMENTED       AZDT
 CF0386
 CF0386                          STATION DESCRIPTION
 CF0386
 CF0386'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0386'THE STATION IS LOCATED 6.2 MILES NORTHWEST OF DOUGLAS ALONG US HIGHWAY
 CF0386'80.
 CF0386'
 CF0386'THE STATION IS AN ADOT DISK STAMPED---POINT 1982---SET IN TOP OF
 CF0386'A 10 INCH CONCRETE MONUMENT.  IT IS 115 FEET NORTH OF THE CENTER OF
 CF0386'THE HIGHWAY AND 3 FEET NORTH OF THE WITNESS POST.
 CF0386'
 CF0386'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---POINT RM 1 1982---SET
 CF0386'IN TOP OF A CONCRETE MONUMENT, 2 FEET WEST OF A WITNESS POST.
 CF0386'
 CF0386'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---POINT RM 2 1982---SET IN
 CF0386'TOP OF A CONCRETE MONUMENT, 2 FEET EAST OF A WITNESS POST.
 CF0386'
 CF0386'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS, TRAVEL WEST ONE
 CF0386'BLOCK TO US HIGHWAY 80.  TRAVEL NORTH ALONG US 80 FOR 1.8 MILES TO US
 CF0386'HIGHWAY 666, CONTINUE WEST ALONG US 80 FOR 4.6 MILES TO THE STATION ON
 CF0386'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0838 ***********************************************************************
 EU0838  DESIGNATION -  POINT NO 6
 EU0838  PID         -  EU0838
 EU0838  STATE/COUNTY-  AZ/LA PAZ
 EU0838  USGS QUAD   -  GENE WASH (1975)
 EU0838
 EU0838                         *CURRENT SURVEY CONTROL
 EU0838  ___________________________________________________________________
 EU0838* NAD 83(1986)-  34 17 47.     (N)    114 08 21.     (W)     SCALED    
 EU0838* NAVD 88     -       139.83   (+/-2cm)     458.8    (feet)  VERTCON   
 EU0838  ___________________________________________________________________
 EU0838  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0838  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0838
 EU0838.The horizontal coordinates were scaled from a topographic map and have
 EU0838.an estimated accuracy of +/- 6 seconds.
 EU0838
 EU0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0838.The vertical order pertains to the NGVD 29 superseded value.
 EU0838
 EU0838.The geoid height was determined by GEOID03.
 EU0838
 EU0838;                    North         East    Units  Estimated Accuracy
 EU0838;SPC AZ W     -   365,610.      177,540.      MT  (+/- 180 meters Scaled)
 EU0838
 EU0838                          SUPERSEDED SURVEY CONTROL
 EU0838
 EU0838  NGVD 29 (08/15/05)  139.215  (m)          456.74   (f) ADJUSTED    1 1
 EU0838
 EU0838.Superseded values are not recommended for survey control.
 EU0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0838.See file dsdata.txt to determine how the superseded data were derived.
 EU0838
 EU0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT633987(NAD 83)
 EU0838_MARKER: DS = TRIANGULATION STATION DISK
 EU0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0838_SP_SET: CONCRETE DAM
 EU0838_STAMPING: POINT NO 6 1964
 EU0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0838
 EU0838  HISTORY     - Date     Condition        Report By
 EU0838  HISTORY     - 1964     MONUMENTED       CGS
 EU0838  HISTORY     - 1976     GOOD             NGS
 EU0838
 EU0838                          STATION DESCRIPTION
 EU0838
 EU0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0838'IN PARKER DAM.
 EU0838'AT PARKER DAM, IN TOP OF THE CENTER OF THE SIDEWALK AT NORTH EDGE OF
 EU0838'THE DAM, 68.8 FT. EAST OF TRIANGULATION STATION PARKER DAM, 12 FT.
 EU0838'NORTH OF THE CENTERLINE OF THE ROAD.
 EU0838'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0112 ***********************************************************************
 DV0112  DESIGNATION -  POK
 DV0112  PID         -  DV0112
 DV0112  STATE/COUNTY-  AZ/MARICOPA
 DV0112  USGS QUAD   -  WADDELL (1975)
 DV0112
 DV0112                         *CURRENT SURVEY CONTROL
 DV0112  ___________________________________________________________________
 DV0112* NAD 83(1992)-  33 30 00.29019(N)    112 29 25.87324(W)     ADJUSTED  
 DV0112* NAVD 88     -       370.67   (+/-2cm)    1216.1    (feet)  VERTCON   
 DV0112  ___________________________________________________________________
 DV0112  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DV0112  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0112  HORZ ORDER  -  THIRD
 DV0112  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0112
 DV0112.The horizontal coordinates were established by classical geodetic methods
 DV0112.and adjusted by the National Geodetic Survey in August 1993.
 DV0112
 DV0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0112.The vertical order pertains to the NGVD 29 superseded value.
 DV0112
 DV0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0112
 DV0112.The geoid height was determined by GEOID03.
 DV0112
 DV0112;                    North         East     Units Scale Factor Converg.
 DV0112;SPC AZ C     -   277,356.772   160,041.087   MT  0.99993504   -0 19 00.3
 DV0112;SPC AZ C     -   909,963.16    525,069.18   iFT  0.99993504   -0 19 00.3
 DV0112;UTM  12      - 3,707,722.278   361,546.436   MT  0.99983633   -0 49 22.1
 DV0112
 DV0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0112!SPC AZ C     -   0.99994656  x   0.99993504  =   0.99988160
 DV0112!UTM  12      -   0.99994656  x   0.99983633  =   0.99978290
 DV0112
 DV0112|---------------------------------------------------------------------|
 DV0112| PID    Reference Object                     Distance      Geod. Az  |
 DV0112|                                                           dddmmss.s |
 DV0112| DV0111 POK RM 1                              9.100 METERS 01749     |
 DV0112| DV0113 POK AZ MK                                          1150003.6 |
 DV0112| DV0110 POK RM 2                              8.833 METERS 27402     |
 DV0112|---------------------------------------------------------------------|
 DV0112
 DV0112                          SUPERSEDED SURVEY CONTROL
 DV0112
 DV0112  NAD 83(1986)-  33 30 00.28396(N)    112 29 25.87821(W) AD(       ) 3
 DV0112  NAD 27      -  33 30 00.13900(N)    112 29 23.28800(W) AD(       ) 3
 DV0112  NGVD 29 (??/??/92)  370.122  (m)         1214.31   (f) ADJ UNCH    1 2
 DV0112
 DV0112.Superseded values are not recommended for survey control.
 DV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0112.See file dsdata.txt to determine how the superseded data were derived.
 DV0112
 DV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6154607722(NAD 83)
 DV0112_MARKER: P = PIPE CAP
 DV0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0112_STAMPING: POK 1936
 DV0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0112
 DV0112  HISTORY     - Date     Condition        Report By
 DV0112  HISTORY     - 1936     MONUMENTED       CGS
 DV0112  HISTORY     - 1948     GOOD             NGS
 DV0112  HISTORY     - 1960     GOOD             AMS
 DV0112  HISTORY     - 1967     GOOD             CGS
 DV0112  HISTORY     - 1967     GOOD             NGS
 DV0112
 DV0112                          STATION DESCRIPTION
 DV0112
 DV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV0112'ON THE DESERT PLAINS, 8 MILES WEST AND ONE-HALF MILE NORTH OF
 DV0112'LITCHFIELD.  IT IS ON THE HIGHEST POINT OF A SMALL GRAVEL
 DV0112'RIDGE, 0.5 MILE NORTH AND 1.0 MILE WEST OF THE POINT WHERE THE
 DV0112'MAIN ROAD RUNNING STRAIGHT WEST FROM THE GOODYEAR FLAG POLE
 DV0112'IN LITCHFIELD INTERSECTS THE MAIN NORTH-SOUTH CANAL OF THE
 DV0112'MARICOPA COUNTY MUNICIPAL WATER CONSERVATION DISTRICT NO. 1.
 DV0112'AND ABOUT 0.1 MILE SOUTHWEST OF A WELL-TRAVELED DESERT ROAD.
 DV0112'STATION AND REFERENCE MARKS ARE STANDARD DISKS WELDED TO
 DV0112'3-FOOT PIPES SET IN CONCRETE.  REFERENCE MARK NO. 1 IS 9.100
 DV0112'METERS (29.86 FEET) FROM STATION N 17 DEG 49 MIN E.
 DV0112'REFERENCE MARK NO. 2, IS 8.833 METERS (28.98 FEET) FROM
 DV0112'STATION N 85 DEG 58 MIN W.  THE AZIMUTH MARK, A
 DV0112'STANDARD BRONZE DISK IS 25 FEET SOUTH OF CENTER
 DV0112'LINE OF DESERT ROAD LEADING TO STATION AND 0.15 MILE FROM
 DV0112'STATION S 65 DEG 00 MIN E.
 DV0112
 DV0112                          STATION RECOVERY (1948)
 DV0112
 DV0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0112'5.8 MI NW FROM PERRYVILLE.
 DV0112'ABOUT 3.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE PERRYVILLE GARAGE
 DV0112'AT PERRYVILLE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD TO A Y
 DV0112'JUNCTION, THENCE 0.8 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1
 DV0112'MILE SOUTHWEST CROSS COUNTRY TO THE HIGHEST POINT OF A SMALL FLAT
 DV0112'HILL, WELDED ON THE TOP OF A 1-INCH IRON PIPE PROJECTING 9 INCHES AND
 DV0112'PROTECTED AT THE BOTTOM BY CONCRETE.
 DV0112
 DV0112                          STATION RECOVERY (1960)
 DV0112
 DV0112'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV0112'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH
 DV0112'MARK WERE RECOVERED IN GOOD CONDITION.
 DV0112'
 DV0112'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 DV0112
 DV0112                          STATION RECOVERY (1967)
 DV0112
 DV0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DV0112'THE STATION MARK, STAMPED POK 1936, WAS RECOVERED AS DESCRIBED
 DV0112'IN 1936 ON VERTICAL CONTROL DATA QUAD 331121 - LINE 107.
 DV0112'
 DV0112'R.M. 1 WAS FOUND DESTROYED.  THE CONCRETE POST WAS FOUND
 DV0112'LYING ON THE GROUND, BUT THE DISK WAS NOT RECOVERED.
 DV0112'
 DV0112'R.M. 2, STAMPED POK NO 2 1936, WAS RECOVERED AS DESCRIBED
 DV0112'IN 1936 ON VERTICAL CONTROL DATA QUAD 331121 - LINE 107.
 DV0112'
 DV0112'THE AZIMUTH MARK, STAMPED POK 1936, WAS RECOVERED AS DESCRIBED
 DV0112'IN 1936 ON VERTICAL CONTROL DATA QUAD 331121 - LINE 107.
 DV0112
 DV0112                          STATION RECOVERY (1967)
 DV0112
 DV0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0113 ***********************************************************************
 DV0113  DESIGNATION -  POK AZ MK
 DV0113  PID         -  DV0113
 DV0113  STATE/COUNTY-  AZ/MARICOPA
 DV0113  USGS QUAD   -  PERRYVILLE (1982)
 DV0113
 DV0113                         *CURRENT SURVEY CONTROL
 DV0113  ___________________________________________________________________
 DV0113* NAD 83(1986)-  33 29 57.     (N)    112 29 16.     (W)     SCALED    
 DV0113* NAVD 88     -       363.64   (+/-2cm)    1193.0    (feet)  VERTCON   
 DV0113  ___________________________________________________________________
 DV0113  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DV0113  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0113
 DV0113.The horizontal coordinates were scaled from a topographic map and have
 DV0113.an estimated accuracy of +/- 6 seconds.
 DV0113
 DV0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0113.The vertical order pertains to the NGVD 29 superseded value.
 DV0113
 DV0113.The geoid height was determined by GEOID03.
 DV0113
 DV0113;                    North         East    Units  Estimated Accuracy
 DV0113;SPC AZ C     -   277,250.      160,300.      MT  (+/- 180 meters Scaled)
 DV0113
 DV0113                          SUPERSEDED SURVEY CONTROL
 DV0113
 DV0113  NGVD 29 (??/??/92)  363.094  (m)         1191.25   (f) ADJ UNCH    1 2
 DV0113
 DV0113.Superseded values are not recommended for survey control.
 DV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0113.See file dsdata.txt to determine how the superseded data were derived.
 DV0113
 DV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC618076(NAD 83)
 DV0113_MARKER: DZ = AZIMUTH MARK DISK
 DV0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0113_STAMPING: POK 1936
 DV0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0113+STABILITY: SURFACE MOTION
 DV0113
 DV0113  HISTORY     - Date     Condition        Report By
 DV0113  HISTORY     - 1936     MONUMENTED       CGS
 DV0113  HISTORY     - 1948     GOOD             NGS
 DV0113  HISTORY     - 1967     GOOD             NGS
 DV0113
 DV0113                          STATION DESCRIPTION
 DV0113
 DV0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0113'5.5 MI NW FROM PERRYVILLE.
 DV0113'ABOUT 3.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE PERRYVILLE GARAGE
 DV0113'AT PERRYVILLE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD TO A Y
 DV0113'JUNCTION, THENCE 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.5
 DV0113'MILE NORTHWEST OF A LARGE LONE TIN BUILDING, 172.5 FEET SOUTHWEST OF
 DV0113'THE CENTER LINE OF THE ROAD, 49.8 FEET SOUTHWEST OF THE CENTER LINE OF
 DV0113'A VERY DIM ROAD, 2.9 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN
 DV0113'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0113
 DV0113                          STATION RECOVERY (1967)
 DV0113
 DV0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0110 ***********************************************************************
 DV0110  DESIGNATION -  POK RM 2
 DV0110  PID         -  DV0110
 DV0110  STATE/COUNTY-  AZ/MARICOPA
 DV0110  USGS QUAD   -  WADDELL (1975)
 DV0110
 DV0110                         *CURRENT SURVEY CONTROL
 DV0110  ___________________________________________________________________
 DV0110* NAD 83(1986)-  33 30 00.     (N)    112 29 26.     (W)     SCALED    
 DV0110* NAVD 88     -       370.53   (+/-2cm)    1215.6    (feet)  VERTCON   
 DV0110  ___________________________________________________________________
 DV0110  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0110  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0110
 DV0110.The horizontal coordinates were scaled from a topographic map and have
 DV0110.an estimated accuracy of +/- 6 seconds.
 DV0110
 DV0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0110.The vertical order pertains to the NGVD 29 superseded value.
 DV0110
 DV0110.The geoid height was determined by GEOID03.
 DV0110
 DV0110;                    North         East    Units  Estimated Accuracy
 DV0110;SPC AZ C     -   277,350.      160,040.      MT  (+/- 180 meters Scaled)
 DV0110
 DV0110                          SUPERSEDED SURVEY CONTROL
 DV0110
 DV0110  NGVD 29 (??/??/92)  369.979  (m)         1213.84   (f) ADJ UNCH    1 2
 DV0110
 DV0110.Superseded values are not recommended for survey control.
 DV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0110.See file dsdata.txt to determine how the superseded data were derived.
 DV0110
 DV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC615077(NAD 83)
 DV0110_MARKER: P = PIPE CAP
 DV0110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0110_STAMPING: POK NO 2 1936
 DV0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0110
 DV0110  HISTORY     - Date     Condition        Report By
 DV0110  HISTORY     - 1936     MONUMENTED       CGS
 DV0110  HISTORY     - 1948     GOOD             NGS
 DV0110  HISTORY     - 1967     GOOD             NGS
 DV0110
 DV0110                          STATION DESCRIPTION
 DV0110
 DV0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0110'5.8 MI NW FROM PERRYVILLE.
 DV0110'ABOUT 3.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE PERRYVILLE GARAGE
 DV0110'AT PERRYVILLE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.8
 DV0110'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1 MILE SOUTHWEST CROSS
 DV0110'COUNTRY TO THE HIGHEST POINT OF A SMALL FLAT HILL, 29.6 FEET WEST OF
 DV0110'TRIANGULATION STATION POK, WELDED ON THE TOP OF AN IRON PIPE
 DV0110'PROJECTING 9 INCHES.
 DV0110
 DV0110                          STATION RECOVERY (1967)
 DV0110
 DV0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0853 ***********************************************************************
 FR0853  DESIGNATION -  POKE
 FR0853  PID         -  FR0853
 FR0853  STATE/COUNTY-  AZ/COCONINO
 FR0853  USGS QUAD   -  MIXON TANK (1981)
 FR0853
 FR0853                         *CURRENT SURVEY CONTROL
 FR0853  ___________________________________________________________________
 FR0853* NAD 83(1992)-  35 36 56.42160(N)    112 21 25.05625(W)     ADJUSTED  
 FR0853* NAVD 88     -      1761.9    (meters)    5781.     (feet)  VERTCON   
 FR0853  ___________________________________________________________________
 FR0853  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 FR0853  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0853  HORZ ORDER  -  THIRD
 FR0853
 FR0853.The horizontal coordinates were established by classical geodetic methods
 FR0853.and adjusted by the National Geodetic Survey in August 1993.
 FR0853
 FR0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0853
 FR0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0853
 FR0853.The geoid height was determined by GEOID03.
 FR0853
 FR0853;                    North         East     Units Scale Factor Converg.
 FR0853;SPC AZ C     -   511,963.193   173,473.661   MT  0.99991960   -0 15 23.1
 FR0853;SPC AZ C     - 1,679,669.27    569,139.31   iFT  0.99991960   -0 15 23.1
 FR0853;UTM  12      - 3,942,169.866   377,106.041   MT  0.99978611   -0 47 25.1
 FR0853
 FR0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0853!SPC AZ C     -   0.99972727  x   0.99991960  =   0.99964689
 FR0853!UTM  12      -   0.99972727  x   0.99978611  =   0.99951343
 FR0853
 FR0853                          SUPERSEDED SURVEY CONTROL
 FR0853
 FR0853  NAD 83(1986)-  35 36 56.42062(N)    112 21 25.05388(W) AD(       ) 3
 FR0853  NAD 27      -  35 36 56.42300(N)    112 21 22.44600(W) AD(       ) 3
 FR0853  NGVD 29 (07/19/86) 1761.0    (m)         5778.     (f) VERT ANG    3  
 FR0853
 FR0853.Superseded values are not recommended for survey control.
 FR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0853.See file dsdata.txt to determine how the superseded data were derived.
 FR0853
 FR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE7710642170(NAD 83)
 FR0853_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0853_SETTING: 80 = SET IN A BOULDER
 FR0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0853+STABILITY: SURFACE MOTION
 FR0853
 FR0853  HISTORY     - Date     Condition        Report By
 FR0853  HISTORY     - 1955     MONUMENTED       CGS
 FR0853
 FR0853                          STATION DESCRIPTION
 FR0853
 FR0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0853'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 FR0853'HIGHWAY 64 (2 MI. E OF WILLIAMS), GO N ON STATE HIGHWAY 64 FOR
 FR0853'27.4 MI. TO A GRADED ROAD LEFT.  THIS IS APPROXIMATELY 0.5 MI.
 FR0853'S OF THE BEACON AT VALLE AIRPORT.  TURN LEFT AND FOLLOW THE
 FR0853'GRADED ROAD W FOR 4.2 MI. TO THE RAILROAD CROSSING AT VALLE,
 FR0853'CROSS THE RAILROAD AND TAKE THE MAIN ROAD RIGHT FOR 0.3 MI.
 FR0853'TO THE HEADQUARTERS OF THE BAR HEART RANCH.  FROM THE RANCH
 FR0853'HEADQUARTERS TAKE THE GRADED ROAD LEADING S 10 DEG W FOR 3.2
 FR0853'MI.  PASS THROUGH TWO GATES AND CONTINUE STRAIGHT AHEAD FOR 3.3
 FR0853'MI.  TO A FORK.  TAKE THE RIGHT FORK FOR 1.7 MI. TO THE K LAZY
 FR0853'A RANCH HEADQUARTERS.  TURN RIGHT 90 DEG FOR 0.9 MI. ALONG THE E
 FR0853'SIDE OF THE CORRALS AND DAM, THENCE ACROSS THE CANYON FLOOR AND
 FR0853'UP THE W SIDE OF A FORK.  TAKE THE RIGHT FORK FOR 0.3 MI. TO
 FR0853'A FORK, TAKE THE RIGHT FORK FOR 1.1 MI. TO THE SW SIDE OF A
 FR0853'CORRAL.  CONTINUE FOR 0.05 MI. TO A FORK, TAKE THE RIGHT FORK
 FR0853'FOR 1.5 MI. TO A FORK, TAKE THE LEFT FORK FOR 0.45 MI. TO
 FR0853'A FORK RIGHT (BOTH FORKS LEAD TO A NEW DAM AND A WILD
 FR0853'HORSE DAM).  CONTINUE STRAIGHT AHEAD FOR 0.4 MI. TO
 FR0853'A FORK, TAKE THE RIGHT FORK AND GO 0.3 MI. TO A FORK, TAKE
 FR0853'THE RIGHT FORK AND GO 1.5 MI. TO A GATE.  PASS THROUGH
 FR0853'THE GATE AND GO 0.3 MI. TO A FORK, TAKE THE LEFT FORK AND GO
 FR0853'1.8 MI. TO A FENCE CORNER AND A GATE.  TURN LEFT THROUGH THE
 FR0853'GATE AND GO W AND NW FOR 0.8 MI. TO A DAM AND A DRY
 FR0853'WATERHOLE.  CONTINUE DOWN THE WASH FOR 0.3 MI. TO A FORK,
 FR0853'TAKE THE LEFT FORK AND GO 0.5 MI. TO A FENCE.  PASS
 FR0853'THROUGH THE GATE AND GO 1.0 MI. TO A FORK, TAKE THE LEFT
 FR0853'FORK AND GO 0.7 MI. TO A DAM.  FROM THE DAM GO DUE S TO THE
 FR0853'TOP OF THE RIDGE AND THE STATION.
 FR0853'
 FR0853'THE MARK IS A STANDARD TOPOGRAPHIC DISK, CEMENTED IN A CREVICE
 FR0853'IN A BOULDER, AND STAMPED POKE 1955.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0267 ***********************************************************************
 GO0267  DESIGNATION -  POKO
 GO0267  PID         -  GO0267
 GO0267  STATE/COUNTY-  AZ/APACHE
 GO0267  USGS QUAD   -  BOILING OVER WELL (1982)
 GO0267
 GO0267                         *CURRENT SURVEY CONTROL
 GO0267  ___________________________________________________________________
 GO0267* NAD 83(1992)-  36 44 00.94968(N)    109 12 45.46735(W)     ADJUSTED  
 GO0267* NAVD 88     -      2664.4    (meters)    8741.     (feet)  VERTCON   
 GO0267  ___________________________________________________________________
 GO0267  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 GO0267  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 GO0267  HORZ ORDER  -  THIRD
 GO0267
 GO0267.The horizontal coordinates were established by classical geodetic methods
 GO0267.and adjusted by the National Geodetic Survey in August 1993.
 GO0267
 GO0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0267
 GO0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0267
 GO0267.The geoid height was determined by GEOID03.
 GO0267
 GO0267;                    North         East     Units Scale Factor Converg.
 GO0267;SPC AZ E     -   636,333.271   298,568.367   MT  0.99998942   +0 34 14.3
 GO0267;SPC AZ E     - 2,087,707.58    979,555.01   iFT  0.99998942   +0 34 14.3
 GO0267;UTM  12      - 4,066,809.216   659,593.702   MT  0.99991379   +1 04 09.3
 GO0267
 GO0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0267!SPC AZ E     -   0.99958518  x   0.99998942  =   0.99957460
 GO0267!UTM  12      -   0.99958518  x   0.99991379  =   0.99949900
 GO0267
 GO0267:                Primary Azimuth Mark                     Grid Az
 GO0267:SPC AZ E     -  ORE                                      204 19 04.2
 GO0267:UTM  12      -  ORE                                      203 49 09.2
 GO0267
 GO0267|---------------------------------------------------------------------|
 GO0267| PID    Reference Object                     Distance      Geod. Az  |
 GO0267|                                                           dddmmss.s |
 GO0267| GO0265 ORE                                 APPROX.12.7 KM 2045318.5 |
 GO0267|---------------------------------------------------------------------|
 GO0267
 GO0267                          SUPERSEDED SURVEY CONTROL
 GO0267
 GO0267  NAD 83(1992)-  36 44 00.94629(N)    109 12 45.46714(W) AD(       ) 3
 GO0267  NAD 83(1986)-  36 44 00.94221(N)    109 12 45.46760(W) AD(       ) 3
 GO0267  NGVD 29 (08/22/88) 2663.3    (m)         8738.     (f) VERT ANG    3  
 GO0267
 GO0267.Superseded values are not recommended for survey control.
 GO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0267.See file dsdata.txt to determine how the superseded data were derived.
 GO0267
 GO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF5959466809(NAD 83)
 GO0267_MARKER: DS = TRIANGULATION STATION DISK
 GO0267_SETTING: 66 = SET IN ROCK OUTCROP
 GO0267_SP_SET: SET IN BEDROCK
 GO0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0267+STABILITY: POSITION/ELEVATION WELL
 GO0267
 GO0267  HISTORY     - Date     Condition        Report By
 GO0267  HISTORY     - 1949     MONUMENTED       USGS
 GO0267
 GO0267                          STATION DESCRIPTION
 GO0267
 GO0267'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0267'LOCATED ABOUT 3 MI S. AND 36 MI W. OF SHIPROCK, NM.  ON SOUTHERN
 GO0267'END OF LONG NOSE EXTENDING S. FROM CARRIZO MOUNTAINS.
 GO0267'
 GO0267'TO REACH FROM BRIDGE ACROSS SAN JUAN RIVER IN SHIPROCK, NM, DRIVE
 GO0267'6.3 MI S. ON U.S. HWY. 666 TO UNPAVED RD. W.  TURN W. 21.9 MI TO
 GO0267'RD. FORKS.  TAKE LEFT FORK 0.5 MI TO RED ROCK TRADING POST.  GO 1.3
 GO0267'MI NW. TO RD. FORKS.  TAKE RIGHT FORK 5.0 MI TO RD. FORKS.  TAKE
 GO0267'RIGHT FORK 3.7 MI TO RD. FORKS.  TAKE RIGHT FORK 0.2 MI TO X-RDS.,
 GO0267'GO STRAIGHT AHEAD 1.1 MI N. CROSSING DRAW, GO 0.4 MI N. CROSSING
 GO0267'ANOTHER DRAW.  GO 0.1 MI NW. TO RD. FORKS.  TAKE RIGHT FORK 1.2 MI
 GO0267'NW. TO RD. FORKS.  TAKE LEFT FORK 0.7 MI W. AND NW. TO RD. FORKS.
 GO0267'TAKE LEFT FORK 0.1 MI N. TO RD. FORKS.  TAKE LEFT FORK 0.4 MI TO
 GO0267'RD. FORKS.  TAKE LEFT FORK 0.7 MI N. TO RD. FORKS.  TAKE LEFT FORK
 GO0267'0.2 MI N. TO RD. FORKS.  TAKE RIGHT FORK 1.1 MI N. TO RD. FORKS.
 GO0267'TAKE RIGHT FORK 0.5 MI TO RD. FORKS.  TAKE RIGHT FORK 0.3 MI NW.
 GO0267'TO INDIAN HOGANS (ONE ROUND, ONE SQUARE).  GO 0.6 MI NE. TO END OF
 GO0267'RD. AND END OF TRUCK TRAVEL.  WALK ACROSS DRAW AND HIKE W. ABOUT
 GO0267'0.8 MI UPGRADE THROUGH HEAVY BRUSH TO WOODED SHOULDER.  GO 0.6 MI
 GO0267'NW. TO TOP OF RIDGE LINE.  TURN SW. ALONG RIDGE TOP 0.6 MI TO
 GO0267'HIGHEST TOP ON SOUTHWEST END AND STATION.
 GO0267'
 GO0267'STATION MARK--STANDARD TABLET STAMPED---POKO 1949---, CEMENTED IN
 GO0267'SOLID ROCK.
 GO0267'
 GO0267'RM 1--STANDARD RM TABLET STAMPED---1---, IN SOLID ROCK, 4.5 FT
 GO0267'LOWER THAN STATION MARK.
 GO0267'
 GO0267'RM 2--COPPER NAIL AND WASHER IN TREE 3.0 FT ABOVE GROUND, 2.0 FT
 GO0267'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0718 ***********************************************************************
 FQ0718  DESIGNATION -  POLACCA
 FQ0718  PID         -  FQ0718
 FQ0718  STATE/COUNTY-  AZ/NAVAJO
 FQ0718  USGS QUAD   -  POLACCA (1991)
 FQ0718
 FQ0718                         *CURRENT SURVEY CONTROL
 FQ0718  ___________________________________________________________________
 FQ0718* NAD 83(1992)-  35 51 00.89045(N)    110 22 58.74634(W)     ADJUSTED  
 FQ0718* NAVD 88     -      1919.2    (meters)    6297.     (feet)  VERTCON   
 FQ0718  ___________________________________________________________________
 FQ0718  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 FQ0718  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 FQ0718  HORZ ORDER  -  FIRST
 FQ0718
 FQ0718.The horizontal coordinates were established by classical geodetic methods
 FQ0718.and adjusted by the National Geodetic Survey in August 1993.
 FQ0718
 FQ0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0718
 FQ0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0718
 FQ0718.The geoid height was determined by GEOID03.
 FQ0718
 FQ0718;                    North         East     Units Scale Factor Converg.
 FQ0718;SPC AZ E     -   537,919.957   193,821.064   MT  0.99990470   -0 07 36.1
 FQ0718;SPC AZ E     - 1,764,829.26    635,895.88   iFT  0.99990470   -0 07 36.1
 FQ0718;UTM  12      - 3,967,514.606   555,715.374   MT  0.99963825   +0 21 41.0
 FQ0718
 FQ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0718!SPC AZ E     -   0.99970229  x   0.99990470  =   0.99960702
 FQ0718!UTM  12      -   0.99970229  x   0.99963825  =   0.99934065
 FQ0718
 FQ0718|---------------------------------------------------------------------|
 FQ0718| PID    Reference Object                     Distance      Geod. Az  |
 FQ0718|                                                           dddmmss.s |
 FQ0718| CD4704 POLACCA RM 1                         13.570 METERS 03430     |
 FQ0718| CD4705 POLACCA RM 2                         24.064 METERS 07535     |
 FQ0718| CD4703 POLACCA AZ MK                                      2081937.8 |
 FQ0718|---------------------------------------------------------------------|
 FQ0718
 FQ0718                          SUPERSEDED SURVEY CONTROL
 FQ0718
 FQ0718  NAD 83(1986)-  35 51 00.89353(N)    110 22 58.74569(W) AD(       ) 1
 FQ0718  NAD 27      -  35 51 00.87400(N)    110 22 56.27400(W) AD(       ) 1
 FQ0718  NGVD 29 (07/19/86) 1918.3    (m)         6294.     (f) VERT ANG    3  
 FQ0718
 FQ0718.Superseded values are not recommended for survey control.
 FQ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0718.See file dsdata.txt to determine how the superseded data were derived.
 FQ0718
 FQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE5571567515(NAD 83)
 FQ0718_MARKER: DS = TRIANGULATION STATION DISK
 FQ0718_SETTING: 80 = SET IN A BOULDER
 FQ0718_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0718
 FQ0718  HISTORY     - Date     Condition        Report By
 FQ0718  HISTORY     - 1951     MONUMENTED       CGS
 FQ0718  HISTORY     - 1955     GOOD             CGS
 FQ0718  HISTORY     - 1965     GOOD             USGS
 FQ0718  HISTORY     - 1974     GOOD             AZHD
 FQ0718
 FQ0718                          STATION DESCRIPTION
 FQ0718
 FQ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0718'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW PROMINENT
 FQ0718'HILL.  IT IS ABOUT 1 MILE AIRLINE, NORTH-NORTHEAST OF POLACCA,
 FQ0718'ABOUT 8 MILES AIRLINE, WEST-NORTHWEST OF KEAMS CANYON, AND
 FQ0718'ABOUT 14 MILES AIRLINE, EAST-SOUTHEAST OF ORAIBI.
 FQ0718'
 FQ0718'THE STATION IS A STANDARD DISK STAMPED POLACCA 1951 SET IN A
 FQ0718'DRILL HOLE IN A 14 BY 18 INCH BOULDER WHICH IS ABOUT FLUSH
 FQ0718'WITH THE GROUND.  IT IS ABOUT 100 FEET SOUTH OF A CAIRN.
 FQ0718'
 FQ0718'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POLACCA
 FQ0718'NO 1 1951 SET IN A DRILL HOLE A 8 BY 12 INCH BOULDER WHICH IS
 FQ0718'ABOUT FLUSH WITH THE GROUND AND ABOUT 8 INCHES LOWER THAN
 FQ0718'THE STATION.
 FQ0718'
 FQ0718'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POLACCA
 FQ0718'NO 2 1951 SET IN A DRILL HOLE IN ABOUT AN 18 BY 28 INCH BOULDER
 FQ0718'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 6 INCHES LOWER THAN
 FQ0718'THE STATION.
 FQ0718'
 FQ0718'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POLACCA 1951
 FQ0718'SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH FORMS
 FQ0718'A LEDGE.  IT IS ABOUT 3 FEET NORTHEAST OF A CAIRN AND ABOUT
 FQ0718'40 FEET SOUTHWEST OF A FORK.
 FQ0718'
 FQ0718'TO REACH THE STATION FROM THE POST OFFICE IN KEAMS CANYON GO
 FQ0718'WEST ON THE MAIN TRAVELED ROAD FOR 12.3 MILES TO THE TOM PAVATIA
 FQ0718'TRADING POST IN POLACCA.  TURN RIGHT AND PASS AROUND THE
 FQ0718'TRADING POST AND FOLLOW THE MAIN TRAVELED ROAD WEST AND SOUTHWEST
 FQ0718'UP THE STEEP SHELF ROAD FOR 1.0 MILE TO A FORK IN THE GAP
 FQ0718'IN THE MOUNTAIN.  PARK THE TRUCK TO THE RIGHT OF THE FORK
 FQ0718'AND PACK NORTHEAST UP THE STEEP SHELF TO THE TOP OF THE
 FQ0718'MESA.  CONTINUE NORTHEAST ALONG A STOCK TRAIL FOR ABOUT 0.8
 FQ0718'MILE TO THE HIGHEST POINT OF THE MESA AND THE STATION.  IT
 FQ0718'IS ABOUT A HALF AN HOUR PACK.
 FQ0718'
 FQ0718'THE AZIMUTH MARK IS LOCATED IN OUTCROPPING BEDROCK SOUTHWEST
 FQ0718'OF THE FORK MENTIONED IN THE DESCRIPTION.
 FQ0718'
 FQ0718'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 FQ0718
 FQ0718                          STATION RECOVERY (1955)
 FQ0718
 FQ0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0718'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 FQ0718'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FQ0718'IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 FQ0718'
 FQ0718'THE AZIMUTH MARK IS ON A LEDGE 10 FT. ABOVE THE ROAD, 21 FT.
 FQ0718'WEST OF A CAIRN NEAR THE ROAD AND 40 FEET WEST OF THE CENTERLINE
 FQ0718'INTERSECTION AT THE ROAD FORKS.
 FQ0718
 FQ0718                          STATION RECOVERY (1965)
 FQ0718
 FQ0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0718'DESCRIBED BY NGS.  RM 1 DESTROYED.  RM 2 AGREES WITH NGS.
 FQ0718
 FQ0718                          STATION RECOVERY (1974)
 FQ0718
 FQ0718'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974
 FQ0718'GENERAL LOCATION 1 MILE N.W. OF POLACCA TRADING POST
 FQ0718'
 FQ0718'TO REACH THE ORIGINAL DESCRIPTION IS ADEQUATE.  HOWEVER,
 FQ0718'IF IT IS NECESSARY AND 4 WHEEL DRIVE IS AVAILABLE (A MUST)
 FQ0718'THE STATION CAN BE REACHED AS FOLLOWS.  FROM THE GAP (END OF
 FQ0718'TRAVEL IN ORIGINAL DESCRIPTION) PROCEED N.W. OFF BACK SIDE OF
 FQ0718'MT. FOR 0.7 MILE.  TAKE RT. FORK AND CONTINUE NORTHERLY FOR
 FQ0718'3.5 MILES, CROSS WASH AND CONTINUE FOR 0.45 MILES TO A CATTLE
 FQ0718'GUARD, AT A SMALL SETTLEMENT.  AFTER CROSSING CATTLE GUARD,
 FQ0718'FORK RT. (RECROSSING WASH) FOR 0.15 MILES TO A FORK LT.  TAKE
 FQ0718'LEFT FORK FOR 1.3 MILES TO A FORK RT.  TAKE RT. FORK, FOLLOWING A
 FQ0718'TRACK RD. FOR 0.85 MILES.  (TOPPING THE MESA) TURN RT. ON
 FQ0718'DIM TRACK RD FOR 0.55 MILES TO THE END OF TWO WHEEL DRIVE
 FQ0718'TRAVEL.  CONTINUE S.WESTERLY FOR 2.55 MILES TO OLD WAGON R
 FQ0718'(RUTS WORN IN SANDSTONE) FOLLOW OLD RD. S.W. FOR 1.65 MILES TO
 FQ0718'BASE OF SMALL HILL (HIGHEST POINT ON MESA) TURN RT. UP
 FQ0718'THE HILL FOR 0.10 MILE TO THE STATION.
 FQ0718'
 FQ0718'STATION MARK IN AND GOOD (AS DESCRIBED)
 FQ0718'
 FQ0718'REFERENCE MARKS R.M. 1 DESTROYED, R.M. 2 IN AND GOOD
 FQ0718'
 FQ0718'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0938 ***********************************************************************
 ET0938  DESIGNATION -  POLAND
 ET0938  PID         -  ET0938
 ET0938  STATE/COUNTY-  AZ/YAVAPAI
 ET0938  USGS QUAD   -  POLAND JUNCTION (1975)
 ET0938
 ET0938                         *CURRENT SURVEY CONTROL
 ET0938  ___________________________________________________________________
 ET0938* NAD 83(1992)-  34 27 29.64066(N)    112 16 10.16850(W)     ADJUSTED  
 ET0938* NAVD 88     -      1527.2    (meters)    5010.     (feet)  VERTCON   
 ET0938  ___________________________________________________________________
 ET0938  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 ET0938  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 ET0938  HORZ ORDER  -  SECOND
 ET0938
 ET0938.The horizontal coordinates were established by classical geodetic methods
 ET0938.and adjusted by the National Geodetic Survey in August 1993.
 ET0938
 ET0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0938
 ET0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0938
 ET0938.The geoid height was determined by GEOID03.
 ET0938
 ET0938;                    North         East     Units Scale Factor Converg.
 ET0938;SPC AZ C     -   383,535.495   180,943.613   MT  0.99991295   -0 11 58.7
 ET0938;SPC AZ C     - 1,258,318.55    593,647.02   iFT  0.99991295   -0 11 58.7
 ET0938;UTM  12      - 3,813,696.878   383,395.030   MT  0.99976759   -0 43 06.1
 ET0938
 ET0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0938!SPC AZ C     -   0.99976445  x   0.99991295  =   0.99967742
 ET0938!UTM  12      -   0.99976445  x   0.99976759  =   0.99953210
 ET0938
 ET0938:                Primary Azimuth Mark                     Grid Az
 ET0938:SPC AZ C     -  DEWEY                                    023 27 09.2
 ET0938:UTM  12      -  DEWEY                                    023 58 16.6
 ET0938
 ET0938|---------------------------------------------------------------------|
 ET0938| PID    Reference Object                     Distance      Geod. Az  |
 ET0938|                                                           dddmmss.s |
 ET0938| ET0862 DEWEY                               APPROX. 8.7 KM 0231510.5 |
 ET0938| CH3962 POLAND RM 2                          14.902 METERS 03358     |
 ET0938| CH3961 POLAND RM 1                           7.975 METERS 29700     |
 ET0938|---------------------------------------------------------------------|
 ET0938
 ET0938                          SUPERSEDED SURVEY CONTROL
 ET0938
 ET0938  NAD 83(1986)-  34 27 29.63687(N)    112 16 10.16728(W) AD(       ) 2
 ET0938  NAD 27      -  34 27 29.54104(N)    112 16 07.57859(W) AD(       ) 2
 ET0938  NGVD 29 (07/19/86) 1526.4    (m)         5008.     (f) VERT ANG    3  
 ET0938
 ET0938.Superseded values are not recommended for survey control.
 ET0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0938.See file dsdata.txt to determine how the superseded data were derived.
 ET0938
 ET0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8339513697(NAD 83)
 ET0938_MARKER: DD = SURVEY DISK
 ET0938_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0938+WITH SETTING: INFORMATION.
 ET0938_SP_SET: PREFABRICATED CONCRETE POST
 ET0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0938+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0938
 ET0938  HISTORY     - Date     Condition        Report By
 ET0938  HISTORY     - 1969     MONUMENTED       USGS
 ET0938  HISTORY     - 1980     GOOD             AZDT
 ET0938  HISTORY     - 20080711 GOOD             GEOCAC
 ET0938
 ET0938                          STATION DESCRIPTION
 ET0938
 ET0938'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET0938'LOCATED ABOUT 13 MI. (AIRLINE) SE. OF PRESCOTT.  ABOUT 4 MI. NNW.
 ET0938'OF MAYER.
 ET0938'
 ET0938'TO REACH FROM THE MAYER P.O. DRIVE N. 1.1 MI. TO ARIZONA HIGHWAY
 ET0938'69.  GO N. 2.8 MI. TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT, CROSS
 ET0938'CATTLEGUARD THEN LEFT (N.) ON TRACK RD. ON E. SIDE OF HIGHWAY
 ET0938'FENCE, FOR 0.6 MI. TO AN E.-W. FENCE AND END OF TRUCK TRAVEL.
 ET0938'STATION IS 150 FT. NE. OF FENCE ON TOP.
 ET0938'
 ET0938'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED POLAND ET 1969,
 ET0938'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL WITH A CEMENT COLLAR
 ET0938'8 INCHES IN DIAMETER.
 ET0938'
 ET0938'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0938'NO 1 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, ABOUT 0.6 FT.
 ET0938'BELOW STATION.
 ET0938'
 ET0938'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0938'NO 2 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, ABOUT 1.5 FT.
 ET0938'BELOW STATION MARK.
 ET0938
 ET0938                          STATION RECOVERY (1980)
 ET0938
 ET0938'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0938'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET0938'DESCRIBED IN 1969 AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE
 ET0938'STATION FOLLOWS.
 ET0938'
 ET0938'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY WHICH IS ON ARIZONA
 ET0938'HIGHWAY 69, TRAVEL SOUTHEAST ALONG SR 69 FOR 6.2 MILES TO A BLADED
 ET0938'ROAD ON THE LEFT.  TURN LEFT CROSSING OVER A CATTLE GUARD, THEN LEFT
 ET0938'AT FORK AND TRAVEL NORTH 0.5 MILE TO AN EAST WEST FENCELINE AND END OF
 ET0938'TRUCK TRAVEL.  CROSS THE FENCE AND PACK NORTH UP THE HILL FOR ABOUT
 ET0938'200 FEET TO THE STATION.
 ET0938
 ET0938                          STATION RECOVERY (2008)
 ET0938
 ET0938'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0938'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED.
 ET0938' 
 ET0938'REFERENCE MARK 1 AND REFERENCE MARK 2 WERE NOT FOUND BUT MAY BE HIDDEN
 ET0938'BY THE VEGETATION LOCATED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0091 ***********************************************************************
 EU0091  DESIGNATION -  POLE
 EU0091  PID         -  EU0091
 EU0091  STATE/COUNTY-  AZ/MOHAVE
 EU0091  USGS QUAD   -  YUCCA NW (1970)
 EU0091
 EU0091                         *CURRENT SURVEY CONTROL
 EU0091  ___________________________________________________________________
 EU0091* NAD 83(1992)-  34 57 41.40404(N)    114 08 34.45748(W)     ADJUSTED  
 EU0091* NAVD 88     -       666.674  (meters)    2187.25   (feet)  ADJUSTED  
 EU0091  ___________________________________________________________________
 EU0091  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 EU0091  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EU0091  DYNAMIC HT  -         665.925 (meters)    2184.79  (feet)  COMP
 EU0091  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 EU0091
 EU0091  HORZ ORDER  -  SECOND
 EU0091  VERT ORDER  -  FIRST     CLASS II
 EU0091
 EU0091.The horizontal coordinates were established by classical geodetic methods
 EU0091.and adjusted by the National Geodetic Survey in August 1993.
 EU0091
 EU0091.The orthometric height was determined by differential leveling
 EU0091.and adjusted in June 1991.
 EU0091
 EU0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0091
 EU0091.The geoid height was determined by GEOID03.
 EU0091
 EU0091.The dynamic height is computed by dividing the NAVD 88
 EU0091.geopotential number by the normal gravity value computed on the
 EU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0091.degrees latitude (g = 980.6199 gals.).
 EU0091
 EU0091.The modeled gravity was interpolated from observed gravity values.
 EU0091
 EU0091;                    North         East     Units Scale Factor Converg.
 EU0091;SPC AZ W     -   439,388.715   177,477.938   MT  0.99994920   -0 13 30.5
 EU0091;SPC AZ W     - 1,441,564.03    582,276.70   iFT  0.99994920   -0 13 30.5
 EU0091;UTM  11      - 3,872,502.680   760,874.127   MT  1.00043885   +1 38 17.2
 EU0091
 EU0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0091!SPC AZ W     -   0.99989999  x   0.99994920  =   0.99984920
 EU0091!UTM  11      -   0.99989999  x   1.00043885  =   1.00033880
 EU0091
 EU0091|---------------------------------------------------------------------|
 EU0091| PID    Reference Object                     Distance      Geod. Az  |
 EU0091|                                                           dddmmss.s |
 EU0091| EU0090 POLE RM 1                             7.531 METERS 10107     |
 EU0091| EU0914 YUCCA FORD PROVING GRD CONT TR      APPROX. 9.0 KM 1730154.6 |
 EU0091| EU0089 POLE RM 2                             6.620 METERS 18630     |
 EU0091| CC6529 HIGHWAY 66 STA 1694+11.23 2173.35                  3392431.9 |
 EU0091| CC6274 HIGHWAY 66 STA 1694+90 2174.90                     3541710.6 |
 EU0091|---------------------------------------------------------------------|
 EU0091
 EU0091                          SUPERSEDED SURVEY CONTROL
 EU0091
 EU0091  NAD 83(1986)-  34 57 41.40443(N)    114 08 34.45872(W) AD(       ) 2
 EU0091  NAD 27      -  34 57 41.36390(N)    114 08 31.61580(W) AD(       ) 2
 EU0091  NGVD 29 (??/??/??)  665.942  (m)         2184.84   (f) ADJUSTED    1 2
 EU0091
 EU0091.Superseded values are not recommended for survey control.
 EU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0091.See file dsdata.txt to determine how the superseded data were derived.
 EU0091
 EU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6087472503(NAD 83)
 EU0091_MARKER: DE = TRAVERSE STATION DISK
 EU0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0091_STAMPING: POLE 1961
 EU0091_MARK LOGO: CGS   
 EU0091_PROJECTION: PROJECTING 13 CENTIMETERS
 EU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0091+STABILITY: SURFACE MOTION
 EU0091
 EU0091  HISTORY     - Date     Condition        Report By
 EU0091  HISTORY     - 1961     MONUMENTED       CGS
 EU0091  HISTORY     - 1961     GOOD             CGS
 EU0091  HISTORY     - 1971     GOOD             NGS
 EU0091  HISTORY     - 1971     GOOD             AZHD
 EU0091  HISTORY     - 1981     GOOD             NGS
 EU0091
 EU0091                          STATION DESCRIPTION
 EU0091
 EU0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0091'STATION IS LOCATED ABOUT 16.0 AIR-MILES SOUTH OF KINGMAN, ABOUT
 EU0091'6-1/2 MILES NORTH OF YUCCA, ABOUT 0.15 MILE SOUTH-SOUTHEAST OF
 EU0091'WALNUT CREEK BRIDGE AND ABOUT 0.05 MILE SOUTHEAST OF MILE POST 32.
 EU0091'
 EU0091'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 93 IN THE
 EU0091'SOUTHWEST EDGE OF KINGMAN, GO SOUTHERLY ON U.S. HIGHWAY 66 FOR
 EU0091'17.25 MILES TO WALNUT CREEK BRIDGE AND AZIMUTH MARK AS DESCRIBED,
 EU0091'CONTINUE SOUTH ON U.S. HIGHWAY 66 FOR 0.1 MILE TO MILE POST 32,
 EU0091'CONTINUE SOUTH OF U.S. HIGHWAY 66 FOR 0.05 MILE TO CUT AND
 EU0091'STATION ON LEFT ABOUT 65 YARDS TO EAST.
 EU0091'
 EU0091'STATION MARK, A STANDARD TRAVERSE DISK STAMPED POLE 1961, IS SET
 EU0091'IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH IS PROJECTING
 EU0091'ABOUT 5 INCHES.  THE MARK IS 193 FEET EAST OF THE CENTER OF U.S.
 EU0091'HIGHWAY 66 ON A SMALL RISE, 97 FEET EAST OF A TRIANGLE BLAZED
 EU0091'TELEPHONE POLE, 92 FEET EAST OF THE FENCE AND 25.4 FEET NORTH
 EU0091'OF THE WITNESS POST.
 EU0091'
 EU0091'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK STAMPED POLE NO
 EU0091'1 1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 EU0091'PROJECTS ABOUT 5 INCHES.  THE MARK IS 223 FEET EAST OF THE CENTER
 EU0091'OF U.S. HIGHWAY 66, 122 FEET EAST OF A TRIANGLE BLAZED TELEPHONE
 EU0091'POLE AND 35.2 FEET NORTHEAST OF THE WITNESS POST.
 EU0091'
 EU0091'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED POLE NO 2 1961,
 EU0091'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 EU0091'ABOUT 2 INCHES.  THE MARK IS 194 FEET EAST OF THE CENTER OF U.S.
 EU0091'HIGHWAY 66, 99 FEET EAST-SOUTHEAST OF A TRIANGLE BLAZED TELEPHONE
 EU0091'POLE, 93 FEET EAST OF THE FENCE AND 4.1 FEET NORTH-NORTHEAST OF
 EU0091'THE WITNESS POST.
 EU0091'
 EU0091'AZIMUTH MARK, IS A ARIZONA HIGHWAY DEPARTMENT ELEVATION STATION
 EU0091'BRONZE DISK STAMPED ELEV. STA 2174.90 -- 1694.90 1951, IS SET IN A
 EU0091'DRILL HOLE FLUSH ON THE INSIDE CURB WHICH PROJECTS ABOUT 12 INCHES
 EU0091'ABOVE THE BRIDGE FLOOR.  THE MARK IS IN THE SOUTHEAST CORNER OF
 EU0091'THE BRIDGE AND IS 5.3 FEET NORTH OF THE SOUTH-EAST CORNER OF
 EU0091'BRIDGE.
 EU0091'
 EU0091'NOTE--THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 31.54 FEET
 EU0091'OR 9.615 M.
 EU0091'
 EU0091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EU0091
 EU0091                          STATION RECOVERY (1961)
 EU0091
 EU0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EU0091'6.8 MI NE FROM YUCCA.
 EU0091'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0091'THENCE 6.45 MILES NORTH ALONG U.S. HIGHWAY 66, ABOUT 0.10 MILE
 EU0091'SOUTH OF THE BRIDGE OVER WALNUT CREEK, ABOUT 0.05 MILE SOUTH OF
 EU0091'MILE POST 32, AND ON TOP OF A LOW SAND RIDGE EAST OF THE HIGHWAY,
 EU0091'193 FEET EAST OF THE CENTER OF THE HIGHWAY, 92 FEET EAST OF THE
 EU0091'RIGHT-OF-WAY FENCE, 97 FEET EAST OF A TRIANGLE BLAZED TELEPHONE
 EU0091'POLE, 39 FEET SOUTH OF THE CENTER OF A DIM ROAD, 25.4 FEET NORTH
 EU0091'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 EU0091'PROJECTING 5 INCHES.
 EU0091
 EU0091                          STATION RECOVERY (1971)
 EU0091
 EU0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0091'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 EU0091'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 EU0091'DESTROYED DURING BRIDGE CONSTRUCTION AND A NEW AZIMUTH WAS
 EU0091'ESTABLISHED AT THIS TIME.
 EU0091'
 EU0091'THE STATION MARK IS A STANDARD DISK STAMPED POLE 1961.  IT IS SET
 EU0091'IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 EU0091'INCHES.  IT IS 72 FEET SOUTH OF A TELEPHONE POLE, 22 FEET NORTH
 EU0091'OF THE WITNESS POST AND UNDER THE EAST RIGHT OF WAY FENCE.
 EU0091'
 EU0091'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, POLE NO 1 1961.  IT IS
 EU0091'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 EU0091'4 INCHES.  IT IS 33 FEET SOUTHEAST OF THE WITNESS POST AND 24 FEET
 EU0091'EAST OF THE FENCE LINE.
 EU0091'
 EU0091'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, POLE NO 2 1961.  IT IS
 EU0091'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 EU0091'4 INCHES.  IT IS 4 FEET NORTHEAST OF THE WITNESS POST AND 1 FOOT
 EU0091'EAST OF THE FENCE LINE.
 EU0091'
 EU0091'THE AZIMUTH MARK IS A ARIZONA DEPARTMENT OF HIGHWAYS DISK STAMPED,
 EU0091'2173.35 1694+11.23.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST
 EU0091'CORNER OF THE WEST BOUND LANE OF THE HIGHWAY BRIDGE OVER WALNUT
 EU0091'CREEK.
 EU0091'
 EU0091'TO REACH THE STATION FROM THE INTERSECTION OF PROVING GROUND ROAD
 EU0091'AND INTERSTATE HIGHWAY 40 IN YUCCA GO NORTH ALONG I-40 FOR 2.6
 EU0091'MILES TO OLD TRAILS ROAD.  EXIT EAST AND FOLLOW ROAD 0.3 MILE TO
 EU0091'A GRADED ROAD.  TURN LEFT AND FOLLOW ROAD NORTH ALONG THE RAILROAD
 EU0091'FOR 3.5 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING MILE POST
 EU0091'534.  TURN LEFT AND FOLLOW TRACK ROAD WEST FOR 0.3 MILE TO
 EU0091'STATION IN FENCE LINE AT TOP OF A RISE.
 EU0091'
 EU0091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 EU0091'NORTH OF YUCCA.
 EU0091'
 EU0091'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EU0091
 EU0091                          STATION RECOVERY (1971)
 EU0091
 EU0091'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 EU0091'GENERAL LOCATION-INT. 40, BETWEEN THE COLORADO RIVER AND
 EU0091'KINGMAN.  UNDER THE EAST R/W FENCE LINE OPPOSITE MILEPOST 32.  THE
 EU0091'STATION IS A STANDARD USC AND GS TRIANGULATION BRASS CAP, SET IN AN
 EU0091'11 IN SQUARE CONCRETE POST, UP 0.4 FT, STAMPED.
 EU0091'
 EU0091'POLE 1961.  R.M. NO. 1 IS A STANDARD USC AND GS
 EU0091'REFERENCE MARK BRASS CAP, SET IN THE TOP OF AN 11 IN SQUARE CONCRETE
 EU0091'POST, UP 0.5 FT, STAMPED, POLE NO 1 1961.  R.M. NO. 2 IS A STANDARD
 EU0091'USC AND GS REFERENCE MARK BRASS CAP, SET IN AN 11 IN SQUARE
 EU0091'CONCRETE POST, UP 0.15 FT, STAMPED, POLE NO 2 1961.  THE MAIN
 EU0091'STATION IS ABOUT 200 FT EAST OF THE EAST BOUND
 EU0091'CENTERLINE.  THE AZIMUTH MARK WAS NOT RECOVERED.
 EU0091
 EU0091                          STATION RECOVERY (1981)
 EU0091
 EU0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0091'11.35 KM (7.05 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0091'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, ON TOP OF A SMALL
 EU0091'KNOLL, 0.25 KM (0.15 MI) SOUTH OF THE SOUTH END OF THE BRIDGE OVER
 EU0091'WALNUT CREEK, AT MILEPOST 32, IN THE RIGHT OF WAY FENCE, 58.8 METERS
 EU0091'(193 FT) EAST OF THE CENTERLINE OF THE EAST LANES, 7.5 METERS
 EU0091'(24.7 FT) WEST OF RM 1, 6.6 METERS (21.7 FT) NORTHWEST OF RM 2.
 EU0091'THE MARK IS 7.6 METERS  S FROM A WITNESS POST.
 EU0091'THE MARK IS 3.7 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1209 ***********************************************************************
 CY1209  DESIGNATION -  POLE
 CY1209  PID         -  CY1209
 CY1209  STATE/COUNTY-  AZ/COCHISE
 CY1209  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 CY1209
 CY1209                         *CURRENT SURVEY CONTROL
 CY1209  ___________________________________________________________________
 CY1209* NAD 83(1992)-  32 18 40.94654(N)    109 53 34.99946(W)     ADJUSTED  
 CY1209* NAVD 88     -      1283.4    (meters)    4211.     (feet)  VERTCON   
 CY1209  ___________________________________________________________________
 CY1209  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 CY1209  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY1209  HORZ ORDER  -  FIRST
 CY1209
 CY1209.The horizontal coordinates were established by classical geodetic methods
 CY1209.and adjusted by the National Geodetic Survey in August 1993.
 CY1209
 CY1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1209
 CY1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1209
 CY1209.The geoid height was determined by GEOID03.
 CY1209
 CY1209;                    North         East     Units Scale Factor Converg.
 CY1209;SPC AZ E     -   145,424.576   239,124.097   MT  0.99990818   +0 08 46.5
 CY1209;SPC AZ E     -   477,114.75    784,527.88   iFT  0.99990818   +0 08 46.5
 CY1209;UTM  12      - 3,575,488.099   604,204.743   MT  0.99973390   +0 35 30.3
 CY1209
 CY1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1209!SPC AZ E     -   0.99980280  x   0.99990818  =   0.99971100
 CY1209!UTM  12      -   0.99980280  x   0.99973390  =   0.99953675
 CY1209
 CY1209|---------------------------------------------------------------------|
 CY1209| PID    Reference Object                     Distance      Geod. Az  |
 CY1209|                                                           dddmmss.s |
 CY1209| CC8024 POLE RM 1                            16.974 METERS 09535     |
 CY1209| CC8023 POLE AZ MK                                         1792409.6 |
 CY1209| CC8025 POLE RM 2                            17.490 METERS 18437     |
 CY1209|---------------------------------------------------------------------|
 CY1209
 CY1209                          SUPERSEDED SURVEY CONTROL
 CY1209
 CY1209  NAD 83(1986)-  32 18 40.94115(N)    109 53 34.99652(W) AD(       ) 1
 CY1209  NAD 27      -  32 18 40.68100(N)    109 53 32.74700(W) AD(       ) 1
 CY1209  NGVD 29 (07/19/86) 1282.6    (m)         4208.     (f) VERT ANG    3  
 CY1209
 CY1209.Superseded values are not recommended for survey control.
 CY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1209.See file dsdata.txt to determine how the superseded data were derived.
 CY1209
 CY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0420575488(NAD 83)
 CY1209_MARKER: DS = TRIANGULATION STATION DISK
 CY1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1209
 CY1209  HISTORY     - Date     Condition        Report By
 CY1209  HISTORY     - 1945     MONUMENTED       CGS
 CY1209  HISTORY     - 1986     SEE DESCRIPTION  LOCSUR
 CY1209
 CY1209                          STATION DESCRIPTION
 CY1209
 CY1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1209'STATION IS LOCATED ABOUT 8-1/2 MILES (AIR LINE) WSW OF RASO,
 CY1209'A RAILROAD SECTION QUARTERS ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CY1209'AND 5-1/2 MILES NW OF WILLCOX.
 CY1209'
 CY1209'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX (AT
 CY1209'THE JUNCTION OF U.S. HIGHWAY 666 AND MALEY STREET), GO S ON U.S.
 CY1209'HIGHWAY 666 FOR 0.1 MILE TO THE TEXACO SERVICE STATION.  HERE
 CY1209'TURN RIGHT AND GO 0.25 MILE.  THEN JOG LEFT 50 YARDS AND THEN
 CY1209'TURN RIGHT GOING 0.2 MILE TO A CROSS ROAD.  TURN RIGHT AND GO
 CY1209'N FOR 1.0 MILE ON THE MACADAM ROAD.  TURN LEFT WITH THE MACADAM
 CY1209'ROAD AND GO 2.0 MILES TO THE END OF THE ROAD AND A CROSS ROAD.
 CY1209'TURN RIGHT ON THE CROSS ROAD AND GO 2.9 MILES TO A CROSS ROAD
 CY1209'AT A POND AND HOUSE ON THE RIGHT.  HERE TURN LEFT ON THE
 CY1209'CROSS ROAD AND GO 1.1 MILES TO A SIDE ROAD LEFT AND STATION.
 CY1209'
 CY1209'THE STATION IS 34 FEET S OF THE CENTER OF THE GRADED E-W ROAD,
 CY1209'17 FEET W OF THE CENTER OF A N-S ROAD, 10 FEET SE OF A FENCE
 CY1209'CORNER (WHICH IS SW OF THE JUNCTION OF THE TWO ROADS), 10 FEET
 CY1209'SSW OF A TELEPHONE POLE WHICH IS AT THE APEX OF A RIGHT ANGLE
 CY1209'TURN OF THE TELEPHONE LINE, AND 8 FEET E OF A N-S FENCE.  A 4
 CY1209'INCH SQUARE WHITE WITNESS POST IS FASTENED TO THE FENCE CORNER
 CY1209'WHICH IS MENTIONED ABOVE.  THE STATION IS MARKED BY A BRONZE
 CY1209'STATION DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CY1209'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED POLE
 CY1209'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CY1209'CONCRETE 24 INCHES BELOW THE GROUND.
 CY1209'
 CY1209'REFERENCE MARK 1 IS E OF THE STATION AND AT ABOUT THE SAME
 CY1209'LEVEL.  IT IS 2 FEET W OF A N-S FENCE ON THE E SIDE OF THE ROAD
 CY1209'GOING S.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CY1209'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND
 CY1209'AND IS STAMPED POLE NO 1 1945.
 CY1209'
 CY1209'REFERENCE MARK 2 IS S OF THE STATION AND AT ABOUT THE SAME
 CY1209'LEVEL.  IT IS 2-1/2 FEET E OF A N-S FENCE ON THE W SIDE OF THE
 CY1209'ROAD GOING S.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CY1209'A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 CY1209'AND IS STAMPED POLE NO 2 1945.
 CY1209'
 CY1209'AZIMUTH MARK IS 0.3 MILE S OF THE STATION.  IT IS 2-1/4 FEET
 CY1209'SE OF A 4 INCH SQUARE WHITE WITNESS POST FASTENED TO A N-S
 CY1209'FENCE AND 1-1/4 FEET E OF THIS FENCE.  (THIS FENCE IS ON THE W
 CY1209'SIDE OF THE ROAD GOING S FROM THE STATION.) IT IS A BRONZE
 CY1209'AZIMUTH DISK SET IN A DRILL HOLE IN A SMALL ROCK SET IN A
 CY1209'CONCRETE MASS.  IT IS STAMPED POLE 1945 AND PROJECTS ABOUT
 CY1209'6 INCHES.
 CY1209
 CY1209                          STATION RECOVERY (1986)
 CY1209
 CY1209'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RGD)
 CY1209'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0519 ***********************************************************************
 ER0519  DESIGNATION -  POLE
 ER0519  PID         -  ER0519
 ER0519  STATE/COUNTY-  AZ/APACHE
 ER0519  USGS QUAD   -  GREENS PEAK (1969)
 ER0519
 ER0519                         *CURRENT SURVEY CONTROL
 ER0519  ___________________________________________________________________
 ER0519* NAD 83(1992)-  34 02 33.66266(N)    109 30 45.46013(W)     ADJUSTED  
 ER0519* NAVD 88     -      2985.2    (meters)    9794.     (feet)  VERTCON   
 ER0519  ___________________________________________________________________
 ER0519  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ER0519  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 ER0519  HORZ ORDER  -  FIRST
 ER0519
 ER0519.The horizontal coordinates were established by classical geodetic methods
 ER0519.and adjusted by the National Geodetic Survey in August 1993.
 ER0519
 ER0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0519
 ER0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0519
 ER0519.The geoid height was determined by GEOID03.
 ER0519
 ER0519;                    North         East     Units Scale Factor Converg.
 ER0519;SPC AZ E     -   337,580.964   273,747.455   MT  0.99994494   +0 21 58.1
 ER0519;SPC AZ E     - 1,107,549.09    898,121.57   iFT  0.99994494   +0 21 58.1
 ER0519;UTM  12      - 3,767,886.451   637,292.660   MT  0.99983236   +0 49 58.0
 ER0519
 ER0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0519!SPC AZ E     -   0.99953510  x   0.99994494  =   0.99948006
 ER0519!UTM  12      -   0.99953510  x   0.99983236  =   0.99936753
 ER0519
 ER0519|---------------------------------------------------------------------|
 ER0519| PID    Reference Object                     Distance      Geod. Az  |
 ER0519|                                                           dddmmss.s |
 ER0519| CD2503 POLE RM 1                            10.316 METERS 16218     |
 ER0519| CD2502 POLE AZ MK                                         1914228.6 |
 ER0519| CD2504 POLE RM 2                            12.172 METERS 28203     |
 ER0519|---------------------------------------------------------------------|
 ER0519
 ER0519                          SUPERSEDED SURVEY CONTROL
 ER0519
 ER0519  NAD 83(1986)-  34 02 33.66053(N)    109 30 45.46609(W) AD(       ) 1
 ER0519  NAD 27      -  34 02 33.49247(N)    109 30 43.13323(W) AD(       ) 1
 ER0519  NGVD 29 (07/19/86) 2984.0    (m)         9790.     (f) VERT ANG    3  
 ER0519
 ER0519.Superseded values are not recommended for survey control.
 ER0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0519.See file dsdata.txt to determine how the superseded data were derived.
 ER0519
 ER0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3729367886(NAD 83)
 ER0519_MARKER: DS = TRIANGULATION STATION DISK
 ER0519_SETTING: 66 = SET IN ROCK OUTCROP
 ER0519_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ER0519
 ER0519  HISTORY     - Date     Condition        Report By
 ER0519  HISTORY     - 1936     MONUMENTED       CGS
 ER0519
 ER0519                          STATION DESCRIPTION
 ER0519
 ER0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0519'STATION IS LOCATED ON A PROMINENT SMOOTH KNOLL KNOWN AS POLE
 ER0519'KNOLL, IN SEC. 32, T. 8 N, R. 27 E, ON LANDS OF APACHE NATIONAL
 ER0519'FOREST, AND ABOUT 50 FEET S OF THE EDGE OF THE TIMBER.
 ER0519'
 ER0519'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 ER0519'IN ROCK.
 ER0519'
 ER0519'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN ROCKS.
 ER0519'
 ER0519'REFERENCE MARK NO. 1 IS 10.316 METERS (33.85 FEET) FROM THE
 ER0519'STATION S 17 DEG 42 MIN E.
 ER0519'
 ER0519'REFERENCE MARK NO. 2 IS 12.172 METERS (39.93 FEET) FROM THE
 ER0519'STATION N 77 DEG 57 MIN W.
 ER0519'
 ER0519'AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 ER0519'IN A BOULDER, IS 15 FEET E OF THE ROAD ON THE FIRST HILL
 ER0519'WHICH IS SW OF THE STATION AND WHICH IS READILY DISTINGUISHABLE
 ER0519'BY THE ROAD WINDING AROUND ITS WESTERN SLOPE, ON THE WESTERN
 ER0519'SLOPE OF THE HILL, AND APPROXIMATELY 1.1 MILES FROM THE STATION
 ER0519'S 11 DEG 43 MIN W.
 ER0519'
 ER0519'AZIMUTH FROM STATION TO MC KAY LOOKOUT, ABOUT 16 MILES DISTANT.
 ER0519'IS S 78 DEG 28 MIN W.
 ER0519'
 ER0519'TO REACH STATION FROM SPRINGERVILLE GO 2.1 MILES S ON THE
 ER0519'MC NARY ROAD THROUGH EAGAR AND THENCE 16.2 MILES W AND SW
 ER0519'TO A DIRT ROAD LEADING LEFT (S), FOLLOW DIRT ROAD S FOR 1.3
 ER0519'MILES, TURN NE AND GO UP BARE SLOPE.  IT IS ABOUT A 30-MINUTE
 ER0519'PACK TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2198 ***********************************************************************
 DV2198  DESIGNATION -  POLE 842
 DV2198  PID         -  DV2198
 DV2198  STATE/COUNTY-  AZ/MARICOPA
 DV2198  USGS QUAD   -  WAGNER WASH WELL (1988)
 DV2198
 DV2198                         *CURRENT SURVEY CONTROL
 DV2198  ___________________________________________________________________
 DV2198* NAD 83(1992)-  33 33 18.78878(N)    112 40 18.25934(W)     ADJUSTED  
 DV2198* NAVD 88     -       437.2    (meters)    1434.     (feet)  VERTCON   
 DV2198  ___________________________________________________________________
 DV2198  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 DV2198  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV2198  HORZ ORDER  -  FIRST
 DV2198
 DV2198.The horizontal coordinates were established by classical geodetic methods
 DV2198.and adjusted by the National Geodetic Survey in August 1993.
 DV2198
 DV2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2198
 DV2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2198
 DV2198.The geoid height was determined by GEOID03.
 DV2198
 DV2198;                    North         East     Units Scale Factor Converg.
 DV2198;SPC AZ C     -   283,579.776   143,247.582   MT  0.99996058   -0 25 02.6
 DV2198;SPC AZ C     -   930,379.84    469,972.38   iFT  0.99996058   -0 25 02.6
 DV2198;UTM  12      - 3,714,092.964   344,809.952   MT  0.99989692   -0 55 27.2
 DV2198
 DV2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2198!SPC AZ C     -   0.99993612  x   0.99996058  =   0.99989671
 DV2198!UTM  12      -   0.99993612  x   0.99989692  =   0.99983305
 DV2198
 DV2198|---------------------------------------------------------------------|
 DV2198| PID    Reference Object                     Distance      Geod. Az  |
 DV2198|                                                           dddmmss.s |
 DV2198| CH6125 POLE 842 RM 1                        12.525 METERS 13358     |
 DV2198| CH6126 POLE 842 RM 2                        12.492 METERS 21652     |
 DV2198| CH6124 POLE 842 AZ MK                                     3163714.4 |
 DV2198|---------------------------------------------------------------------|
 DV2198
 DV2198                          SUPERSEDED SURVEY CONTROL
 DV2198
 DV2198  NAD 83(1986)-  33 33 18.78321(N)    112 40 18.26458(W) AD(       ) 1
 DV2198  NAD 27      -  33 33 18.64400(N)    112 40 15.64600(W) AD(       ) 1
 DV2198  NGVD 29 (07/19/86)  436.6    (m)         1432.     (f) VERT ANG    3  
 DV2198
 DV2198.Superseded values are not recommended for survey control.
 DV2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2198.See file dsdata.txt to determine how the superseded data were derived.
 DV2198
 DV2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4481014093(NAD 83)
 DV2198_MARKER: DS = TRIANGULATION STATION DISK
 DV2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2198+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DV2198
 DV2198  HISTORY     - Date     Condition        Report By
 DV2198  HISTORY     - 1947     MONUMENTED       CGS
 DV2198  HISTORY     - 1956     GOOD             CGS
 DV2198  HISTORY     - 20071130 GOOD             GEOCAC
 DV2198
 DV2198                          STATION DESCRIPTION
 DV2198
 DV2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2198'THE STATION IS LOCATED ON THE DESERT SLOPE WEST FROM THE
 DV2198'FOOT OF THE WHITE TANK MOUNTAINS, ABOUT 20 MILES WEST-NORTHWEST
 DV2198'OF LITCHFIELD, ABOUT 16 MILES EAST-NORTHEAST OF TONOPAH AND
 DV2198'ABOUT 3.5 MILES EAST OF THE HASSAYAMPA RIVER, ALONG THE
 DV2198'PHOENIX-PARKER TRANSMISSION LINE, 108 FEET SOUTHEAST OF
 DV2198'POLE 842, 33 FEET SOUTHWEST OF CENTER-LINE OF ROAD, 3 FEET
 DV2198'WEST OF A 4X4 WHITE WITNESS POST, FLUSH AND IS STAMPED
 DV2198'POLE 842 1947.
 DV2198'
 DV2198'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV2198'AS STATION, 33 FEET SOUTHWEST OF THE CENTER-LINE OF ROAD,
 DV2198'FLUSH AND IS STAMPED POLE 842 NO 1 1947.
 DV2198'
 DV2198'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 DV2198'AS THE STATION, FLUSH AND IS STAMPED POLE 842 NO 2 1947.
 DV2198'
 DV2198'THE AZIMUTH MARK IS NEAR POWER LINE POLE 840, 30 FEET NORTHEAST
 DV2198'OF CENTER LINE OF ROAD.  10 FEET NORTHEAST OF POLE, FLUSH
 DV2198'AND IS STAMPED POLE 842 1947.
 DV2198'
 DV2198'TO REACH FROM PERRYVILLE.  GO WEST ON THE ROAD TOWARD TONOPAH
 DV2198'FOR 7.5 MILES TO A CROSSROAD 0.2 MILE AFTER PASSING UNDER
 DV2198'TRANSMISSION LINE.  CONTINUE STRAIGHT AHEAD (W) FOR 2 MILES
 DV2198'TO A ROAD RIGHT.  TURN RIGHT,NORTHERLY, ALONG POWER LINE,
 DV2198'A TWO-POLED H-FRAME.  CONTINUE ALONG THIS POLE LINE ROAD
 DV2198'FOR 7.2 MILES TO ITS INTERSECTION WITH BLADED ROAD IN THE
 DV2198'FORM OF A Y.  TAKE THE RIGHT ROAD (LEAVING THE POWER LINE)
 DV2198'FOR 0.3 MILE TO THE INTERSECTION OF ANOTHER ROAD, ANOTHER
 DV2198'POLE LINE AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  TURN
 DV2198'RIGHT ON THIS ROAD AND GO 0.3 MILE TO STATION SITE AS
 DV2198'DESCRIBED ABOVE.  A DRIVE STATION.
 DV2198
 DV2198                          STATION RECOVERY (1956)
 DV2198
 DV2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV2198'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2198'AS DESCRIBED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A
 DV2198'NEW AND COMPLETE DESCRIPTION.
 DV2198'
 DV2198'STATION IS LOCATED ABOUT 20 MILES WEST-NORTHWEST FROM LITCHFIELD,
 DV2198'ABOUT 16 MILES EAST-NORTHEAST OF TONOPAH, ABOUT 3.5 MILES
 DV2198'EAST OF THE HASSAYAMPA RIVER, AND IS ALONG THE PHOENIX-PARKER
 DV2198'TRANSMISSION LINE.  IT IS SITUATED 108 FEET SOUTHEAST OF A
 DV2198'TRANSMISSION POLE, NUMBERED 842, 32 FEET SOUTHWEST FROM THE
 DV2198'CENTER OF THE ROAD AND 3 FEET WEST OF A 4 BY 4-INCH WITNESS
 DV2198'POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 DV2198'DESERT SOIL AND THE DISK IS STAMPED POLE 842 1947.
 DV2198'
 DV2198'REFERENCE MARK NUMBER ONE IS 30 FEET SOUTHWEST FROM THE
 DV2198'CENTER OF THE ROAD.  IT IS SET FLUSH WITH THE GROUND SURFACE
 DV2198'AND THE DISK IS STAMPED POLE 842 NO 1 1947.
 DV2198'
 DV2198'REFERENCE MARK NUMBER TWO IS 72 FEET SOUTHWEST FROM THE
 DV2198'CENTER OF THE ROAD.  IT IS SET FLUSH WITH THE GROUND SURFACE
 DV2198'AND THE DISK IS STAMPED POLE 842 NO 2 1947.
 DV2198'
 DV2198'THE AZIMUTH MARK IS LOCATED ABOUT 30 FEET NORTHEAST FROM
 DV2198'THE CENTER OF THE ROAD AND 10 FEET NORTHEAST OF A TRANSMISSION
 DV2198'POLE.  THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND
 DV2198'THE DISK IS STAMPED POLE 842 1947.
 DV2198'
 DV2198'TO REACH THE STATION FROM THE CITY AND COUNTY BUILDING IN
 DV2198'BUCKEYE, GO WESTERLY ON U.S. HIGHWAY 80 FOR 0.4 MILE TO A
 DV2198'CROSS STREET AT THE SOUTHWEST EDGE OF TOWN.  TURN RIGHT AND
 DV2198'CONTINUE NORTHERLY ON MILLER ROAD FOR 0.55 MILE TO A RAILWAY
 DV2198'CROSSING.  CONTINUE STRAIGHT AHEAD AND FOLLOW THE MAIN ROAD
 DV2198'NORTHERLY FOR 4.4 MILES TO A CROSS ROAD AND A TRANSFORMER
 DV2198'STATION.  TURN LEFT AND GO WEST AND NORTH FOR 1.7 MILES TO
 DV2198'A POWER LINE AT FORKS, TAKE RIGHT FORK AND CONTINUE ALONG
 DV2198'THE POWER LINE FOR 7.8 MILES TO ANOTHER FORK.  TAKE THE
 DV2198'RIGHT FORK, LEAVING THE POWER LINE, AND CONTINUE FOR 1.75
 DV2198'MILES TO ANOTHER POWER LINE AT A FORK, TAKE THE RIGHT FORK
 DV2198'AND FOLLOW THE POWER LINE FOR 0.25 MILE TO THE AZIMUTH
 DV2198'MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON THE GRAVELED
 DV2198'ROAD AND FOLLOW THE POWER LINE FOR 0.3 MILE TO THE
 DV2198'STATION AND REFERENCE MARKS ON THE RIGHT AS DESCRIBED.
 DV2198
 DV2198                          STATION RECOVERY (2007)
 DV2198
 DV2198'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2198'THE STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION,
 DV2198'AND AS DESCRIBED, WITH THE EXCEPTION THAT THE POWERLINE POLES HAVE
 DV2198'BEEN REMOVED. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 DV2198' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1937 ***********************************************************************
 DU1937  DESIGNATION -  POLE CORRAL
 DU1937  PID         -  DU1937
 DU1937  STATE/COUNTY-  AZ/GILA
 DU1937  USGS QUAD   -  GEORGES BUTTE (1966)
 DU1937
 DU1937                         *CURRENT SURVEY CONTROL
 DU1937  ___________________________________________________________________
 DU1937* NAD 83(1992)-  33 30 36.53962(N)    110 00 34.58367(W)     ADJUSTED  
 DU1937* NAVD 88     -      1838.1    (meters)    6030.     (feet)  VERTCON   
 DU1937  ___________________________________________________________________
 DU1937  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 DU1937  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 DU1937  HORZ ORDER  -  THIRD
 DU1937
 DU1937.The horizontal coordinates were established by classical geodetic methods
 DU1937.and adjusted by the National Geodetic Survey in August 1993.
 DU1937
 DU1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1937
 DU1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1937
 DU1937.The geoid height was determined by GEOID03.
 DU1937
 DU1937;                    North         East     Units Scale Factor Converg.
 DU1937;SPC AZ E     -   278,337.144   227,951.268   MT  0.99990262   +0 05 12.2
 DU1937;SPC AZ E     -   913,179.61    747,871.61   iFT  0.99990262   +0 05 12.2
 DU1937;UTM  12      - 3,708,283.465   591,984.130   MT  0.99970431   +0 32 48.6
 DU1937
 DU1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1937!SPC AZ E     -   0.99971544  x   0.99990262  =   0.99961809
 DU1937!UTM  12      -   0.99971544  x   0.99970431  =   0.99941984
 DU1937
 DU1937:                Primary Azimuth Mark                     Grid Az
 DU1937:SPC AZ E     -  CORN                                     032 34 47.3
 DU1937:UTM  12      -  CORN                                     032 07 10.9
 DU1937
 DU1937|---------------------------------------------------------------------|
 DU1937| PID    Reference Object                     Distance      Geod. Az  |
 DU1937|                                                           dddmmss.s |
 DU1937| DT0796 CORN                                APPROX.20.4 KM 0323959.5 |
 DU1937| CD2507 POLE CORRAL RM 1                     20.742 METERS 04441     |
 DU1937| CD2508 POLE CORRAL RM 2                      5.778 METERS 17315     |
 DU1937| DU1939 NATANES                             APPROX.12.5 KM 2970714.8 |
 DU1937|---------------------------------------------------------------------|
 DU1937
 DU1937                          SUPERSEDED SURVEY CONTROL
 DU1937
 DU1937  NAD 83(1986)-  33 30 36.53616(N)    110 00 34.58566(W) AD(       ) 3
 DU1937  NAD 27      -  33 30 36.33820(N)    110 00 32.24300(W) AD(       ) 3
 DU1937  NGVD 29 (07/19/86) 1837.3    (m)         6028.     (f) VERT ANG    3  
 DU1937
 DU1937.Superseded values are not recommended for survey control.
 DU1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1937.See file dsdata.txt to determine how the superseded data were derived.
 DU1937
 DU1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9198408283(NAD 83)
 DU1937_MARKER: DS = TRIANGULATION STATION DISK
 DU1937_SETTING: 80 = SET IN A BOULDER
 DU1937_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1937
 DU1937  HISTORY     - Date     Condition        Report By
 DU1937  HISTORY     - 1958     MONUMENTED       CGS
 DU1937  HISTORY     - 1960     GOOD             CGS
 DU1937  HISTORY     - 1967     GOOD             AMS
 DU1937  HISTORY     - 1972     GOOD             AZHD
 DU1937
 DU1937                          STATION DESCRIPTION
 DU1937
 DU1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1937'THE STATION IS LOCATED AIRLINE, ABOUT 28 MILES NORTHEAST OF SAN
 DU1937'CARLOS, ABOUT 23 MILES SOUTH-SOUTHWEST OF WHITERIVER, AND ABOUT
 DU1937'0.2 MILE SOUTH-SOUTHEAST OF A CAMPSITE CALLED POLE CORRAL, ON THE
 DU1937'HIGHEST PART OF A LOW, ROCKY, TREE COVERED HILL IN THE SAN CARLOS
 DU1937'INDIAN RESERVATION.
 DU1937'
 DU1937'THE STATION IS A STANDARD DISK STAMPED POLE CORRAL 1958 SET IN A
 DU1937'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE
 DU1937'THE GROUND AND IS ON THE HIGHEST PART OF THE HILL.
 DU1937'
 DU1937'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POLE CORRAL
 DU1937'NO 1 1958 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DU1937'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET
 DU1937'LOWER THAN THE STATION.
 DU1937'
 DU1937'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POLE CORRAL
 DU1937'NO 2 1958 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 DU1937'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 DU1937'AS THE STATION.
 DU1937'
 DU1937'TO REACH THE STATION FROM THE APACHE REST CHEVRON SERVICE
 DU1937'STATION IN SENECA, WHICH IS ABOUT 50 MILES SOUTHWEST OF SHOW
 DU1937'LOW ON U.S. HIGHWAY 60, GO SOUTHWEST ON U.S. HIGHWAY 60 FOR
 DU1937'3.3 MILES TO A CROSS-ROAD.  TURN LEFT OFF THE HIGHWAY AND GO
 DU1937'SOUTHEASTERLY ON THE MAIN BLADED ROAD FOR 13.4 MILES TO A FORK
 DU1937'IN FRONT OF A WHITE HOUSE AT THE SETTLEMENT OF SAWMILL.  TAKE
 DU1937'THE RIGHT FORK AND GO SOUTH ON THE MAIN ROAD FOR 7.4 MILES TO A
 DU1937'SIDE ROAD LEFT AND SIGN BEAR CANYON.  TURN LEFT AND FOLLOW THE
 DU1937'MAIN ROAD EASTERLY FOR 3.95 MILES TO THE BEAR CANYON ASBESTOS
 DU1937'MINE.  CONTINUE EASTERLY DOWN THE CANYON AND UP THE GRADE
 DU1937'FOR 6.35 MILES TO THE BLUE RIVER.  CROSS THE RIVER AND
 DU1937'CONTINUE EAST FOR 3.25 MILES.  TAKE THE LEFT FORK AND GO
 DU1937'NORTHEAST FOR 8.4 MILES TO A SIDE ROAD, LEFT AND A SIGN
 DU1937'POINT OF PINES.  CONTINUE STRAIGHT AHEAD, EASTERLY FOR
 DU1937'11.85 MILES TO THE CAMPSITE OF POLE CORRAL.  TURN RIGHT AND GO
 DU1937'SOUTH, PASSING TO THE EAST SIDE OF A SMALL, WHITE, STONE
 DU1937'HOUSE FOR ABOUT 0.1 MILE TO A POINT WHERE THE GROUND GETS VERY
 DU1937'ROCKY AND THE END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 100
 DU1937'YARDS TO THE HIGHEST PART OF THE HILL AND THE STATION.  THIS
 DU1937'IS ABOUT A 3 MINUTE PACK.
 DU1937
 DU1937                          STATION RECOVERY (1960)
 DU1937
 DU1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1937'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED IN 1958
 DU1937'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 DU1937'DESCRIPTION IS ADEQUATE.
 DU1937
 DU1937                          STATION RECOVERY (1967)
 DU1937
 DU1937'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1937'STATION POLE CORRAL IS LOCATED APPROXIMATELY 16.0 AIRMILES (NW) OF
 DU1937'POINT OF PINES, ARIZONA AND 28.0 AIRMILES (NE) OF SAN CARLOS,
 DU1937'ARIZONA.
 DU1937'
 DU1937'TO REACH FROM RANGER STATION IN POINT OF PINES GO (N) 0.5 MI TO
 DU1937'A Y ROAD, TAKE LEFT ROAD AND PROCEED 16.0 MI (NNW) TO POLE
 DU1937'CORRAL CAMP, TURN LEFT (S) PAST A SMALL WHITE HOUSE, CONTINUE
 DU1937'ON UP ROCKY SLOPE ABOUT 0.15 MI TO END OF TRUCK TRAVEL AND
 DU1937'STATION SITE 200 FT (S) AT TOP OF KNOLL.  THE STATION IS ON THE
 DU1937'HIGHEST POINT OF THE KNOLL.
 DU1937'
 DU1937'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED POLE CORRAL
 DU1937'1958.  IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 DU1937'PROJECTS 1 FT ABOVE GROUND.
 DU1937'
 DU1937'R.M. 1 IS A STANDARD USC AND GS R.M. DISK SET IN A DRILL HOLE
 DU1937'IN A OUTCROPPING BEDROCK WHICH PROJECTS 8 IN ABOVE GROUND AND
 DU1937'STAMPED POLE CORRAL NO 1 1958.  FROM THE STATION IT IS (NE) ON
 DU1937'A MAG AZ OF 34 DEG AT A DISTANCE OF 68.15 FT AND A DE OF -4.8 FT.
 DU1937'
 DU1937'R.M. 2 IS A STANDARD USC AND GS R.M. DISK SET IN A DRILL HOLE
 DU1937'IN A LARGE BOULDER WHICH PROJECTS 4 IN AND STAMPED POLE CORRAL
 DU1937'NO 2 1958.  FROM THE STATION IT IS (SSE) ON A MAG AZ OF 163 DEG
 DU1937'AT A DISTANCE OF 18.95 FT AND A DE OF -0.4 FT.
 DU1937'
 DU1937'NO AZIMUTH MARK WAS ESTABLISHED.
 DU1937'
 DU1937'VIEW IS POOR IN ALL DIRECTIONS DUE TO TIMBER.
 DU1937
 DU1937                          STATION RECOVERY (1972)
 DU1937
 DU1937'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1937'GENERAL LOCATION FORT APACHE INDIAN RESERVATION (ABOUT 28
 DU1937'MILES N.E. OF SAN CARLOS)
 DU1937'
 DU1937'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1937'
 DU1937'STATION MARK STD. B.C. STAMPED POLE CORRAL 1958.
 DU1937'
 DU1937'REFERENCE MARKS NO. 1 AND NO. 2 STD. B.C. STAMPED POLE CORRAL
 DU1937'1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1039 ***********************************************************************
 FS1039  DESIGNATION -  POLE ON HILL
 FS1039  PID         -  FS1039
 FS1039  STATE/COUNTY-  AZ/MOHAVE
 FS1039  USGS QUAD   -  CHLORIDE (1968)
 FS1039
 FS1039                         *CURRENT SURVEY CONTROL
 FS1039  ___________________________________________________________________
 FS1039* NAD 83(1992)-  35 26 44.51381(N)    114 12 17.12552(W)     ADJUSTED  
 FS1039* NAVD 88     -              **(meters)            **(feet)            
 FS1039  ___________________________________________________________________
 FS1039  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 FS1039  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS1039  HORZ ORDER  -  THIRD
 FS1039
 FS1039.The horizontal coordinates were established by classical geodetic methods
 FS1039.and adjusted by the National Geodetic Survey in August 1993.
 FS1039
 FS1039
 FS1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1039
 FS1039.The geoid height was determined by GEOID03.
 FS1039
 FS1039;                    North         East     Units Scale Factor Converg.
 FS1039;SPC AZ W     -   493,128.569   172,075.026   MT  0.99995433   -0 15 49.4
 FS1039;SPC AZ W     - 1,617,875.88    564,550.61   iFT  0.99995433   -0 15 49.4
 FS1039;UTM  11      - 3,926,061.907   753,712.965   MT  1.00039333   +1 37 18.9
 FS1039
 FS1039                          SUPERSEDED SURVEY CONTROL
 FS1039
 FS1039  NAD 83(1986)-  35 26 44.50623(N)    114 12 17.12541(W) AD(       ) 4
 FS1039  NAD 27      -  35 26 44.54000(N)    114 12 14.28000(W) AD(       ) 3
 FS1039
 FS1039.Superseded values are not recommended for survey control.
 FS1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1039.See file dsdata.txt to determine how the superseded data were derived.
 FS1039
 FS1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5371326062(NAD 83)
 FS1039_MARKER: 61 = POLE
 FS1039
 FS1039  HISTORY     - Date     Condition        Report By
 FS1039  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1039
 FS1039                          STATION DESCRIPTION
 FS1039
 FS1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1039'THE STATION IS ON THE SUMMIT AND NORTHEAST END OF A RIDGE, ABOUT
 FS1039'4 MILES NORTH OF CHLORIDE, AND 5 MILES EAST OF U.S. HIGHWAY 93
 FS1039'AND 466 AT THE NEAREST POINT.
 FS1039'
 FS1039'THE STATION IS A POLE SIGNAL ABOUT 8 FEET HIGH AND IS ON THE
 FS1039'HIGHEST POINT OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5778 ***********************************************************************
 DH5778  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5778  DESIGNATION -  POLE RESET
 DH5778  PID         -  DH5778
 DH5778  STATE/COUNTY-  AZ/COCHISE
 DH5778  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 DH5778
 DH5778                         *CURRENT SURVEY CONTROL
 DH5778  ___________________________________________________________________
 DH5778* NAD 83(2007)-  32 18 40.37622(N)    109 53 35.16565(W)     ADJUSTED  
 DH5778* NAVD 88     -      1282.89   (meters)    4208.9    (feet)  GPS OBS   
 DH5778  ___________________________________________________________________
 DH5778  EPOCH DATE  -        2007.00
 DH5778  X           -  -1,836,333.128 (meters)                     COMP
 DH5778  Y           -  -5,074,723.222 (meters)                     COMP
 DH5778  Z           -   3,390,319.426 (meters)                     COMP
 DH5778  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DH5778  ELLIP HEIGHT-        1255.696 (meters)          (02/10/07) ADJUSTED
 DH5778  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DH5778
 DH5778  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5778  Type    PID    Designation                      North   East  Ellip
 DH5778  -------------------------------------------------------------------
 DH5778  NETWORK DH5778 POLE RESET                        0.84   0.69   2.63
 DH5778  -------------------------------------------------------------------
 DH5778
 DH5778.The horizontal coordinates were established by GPS observations
 DH5778.and adjusted by the National Geodetic Survey in February 2007.
 DH5778
 DH5778.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5778.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5778.The horizontal coordinates are valid at the epoch date displayed above.
 DH5778.The epoch date for horizontal control is a decimal equivalence
 DH5778.of Year/Month/Day.
 DH5778
 DH5778.The orthometric height was determined by GPS observations and a
 DH5778.high-resolution geoid model.
 DH5778.The orthometric height was determined by GPS observations and a
 DH5778.high-resolution geoid model using precise GPS observation and
 DH5778.processing techniques.
 DH5778
 DH5778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5778
 DH5778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5778
 DH5778.The ellipsoidal height was determined by GPS observations
 DH5778.and is referenced to NAD 83.
 DH5778
 DH5778.The geoid height was determined by GEOID03.
 DH5778
 DH5778;                    North         East     Units Scale Factor Converg.
 DH5778;SPC AZ E     -   145,406.999   239,119.795   MT  0.99990818   +0 08 46.4
 DH5778;SPC AZ E     -   477,057.08    784,513.76   iFT  0.99990818   +0 08 46.4
 DH5778;UTM  12      - 3,575,470.492   604,200.578   MT  0.99973389   +0 35 30.2
 DH5778
 DH5778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5778!SPC AZ E     -   0.99980288  x   0.99990818  =   0.99971108
 DH5778!UTM  12      -   0.99980288  x   0.99973389  =   0.99953682
 DH5778
 DH5778                          SUPERSEDED SURVEY CONTROL
 DH5778
 DH5778  NAD 83(1992)-  32 18 40.37580(N)    109 53 35.16472(W) AD(       ) B
 DH5778  ELLIP H (08/22/05) 1255.732  (m)                       GP(       ) 4 2
 DH5778
 DH5778.Superseded values are not recommended for survey control.
 DH5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5778.See file dsdata.txt to determine how the superseded data were derived.
 DH5778
 DH5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0420175470(NAD 83)
 DH5778_MARKER: DD = SURVEY DISK
 DH5778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5778_STAMPING: POLE RESET 2004
 DH5778_MARK LOGO: AZ-003
 DH5778_PROJECTION: FLUSH
 DH5778_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5778+STABILITY: SURFACE MOTION
 DH5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5778+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5778
 DH5778  HISTORY     - Date     Condition        Report By
 DH5778  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5778
 DH5778                          STATION DESCRIPTION
 DH5778
 DH5778'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5778'FROM INTERSTATE 10 TAKE EXIT 340 AND TRAVEL NORTHWESTERLY ALONG FT.
 DH5778'GRANT RD. FOR 4.5 MILES TO OLD STEWART RD. GO WEST ON OLD STEWART FOR
 DH5778'1.0 MILES TO THE INTERSECTION OF OLD STEWART AND HAMILTON AND THE
 DH5778'SATION.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE
 DH5778'INTERSECTION 10 FEET WEST OF A FENCE LINE.
 DH5778' 
 DH5778'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5778'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5778'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0090 ***********************************************************************
 EU0090  DESIGNATION -  POLE RM 1
 EU0090  PID         -  EU0090
 EU0090  STATE/COUNTY-  AZ/MOHAVE
 EU0090  USGS QUAD   -  YUCCA NW (1970)
 EU0090
 EU0090                         *CURRENT SURVEY CONTROL
 EU0090  ___________________________________________________________________
 EU0090* NAD 83(1986)-  34 57 41.     (N)    114 08 35.     (W)     SCALED    
 EU0090* NAVD 88     -       666.550  (meters)    2186.84   (feet)  ADJUSTED  
 EU0090  ___________________________________________________________________
 EU0090  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EU0090  DYNAMIC HT  -         665.801 (meters)    2184.38  (feet)  COMP
 EU0090  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 EU0090
 EU0090  VERT ORDER  -  FIRST     CLASS II
 EU0090
 EU0090.The horizontal coordinates were scaled from a topographic map and have
 EU0090.an estimated accuracy of +/- 6 seconds.
 EU0090
 EU0090.The orthometric height was determined by differential leveling
 EU0090.and adjusted in June 1991.
 EU0090
 EU0090.The geoid height was determined by GEOID03.
 EU0090
 EU0090.The dynamic height is computed by dividing the NAVD 88
 EU0090.geopotential number by the normal gravity value computed on the
 EU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0090.degrees latitude (g = 980.6199 gals.).
 EU0090
 EU0090.The modeled gravity was interpolated from observed gravity values.
 EU0090
 EU0090;                    North         East    Units  Estimated Accuracy
 EU0090;SPC AZ W     -   439,380.      177,460.      MT  (+/- 180 meters Scaled)
 EU0090
 EU0090                          SUPERSEDED SURVEY CONTROL
 EU0090
 EU0090  NGVD 29 (??/??/??)  665.818  (m)         2184.44   (f) ADJUSTED    1 2
 EU0090
 EU0090.Superseded values are not recommended for survey control.
 EU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0090.See file dsdata.txt to determine how the superseded data were derived.
 EU0090
 EU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU608724(NAD 83)
 EU0090_MARKER: DR = REFERENCE MARK DISK
 EU0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0090_STAMPING: POLE NO 1 1961
 EU0090_MARK LOGO: CGS   
 EU0090_PROJECTION: PROJECTING 13 CENTIMETERS
 EU0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0090+STABILITY: SURFACE MOTION
 EU0090
 EU0090  HISTORY     - Date     Condition        Report By
 EU0090  HISTORY     - 1961     MONUMENTED       CGS
 EU0090  HISTORY     - 1981     GOOD             NGS
 EU0090
 EU0090                          STATION DESCRIPTION
 EU0090
 EU0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0090'6.8 MI NE FROM YUCCA.
 EU0090'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0090'THENCE 6.45 MILES NORTH ALONG U.S. HIGHWAY 66, ABOUT 0.10 MILE
 EU0090'SOUTH OF THE BRIDGE OVER WALNUT CREEK, ABOUT 0.05 MILE SOUTH OF
 EU0090'MILE POST 32, AND ON TOP OF A LOW SAND RIDGE EAST OF THE HIGHWAY,
 EU0090'218 FEET EAST OF THE CENTER OF THE HIGHWAY, 117 FEET EAST OF
 EU0090'THE RIGHT-OF-WAY FENCE, 122 FEET EAST OF A TRIANGLE BLAZED
 EU0090'TELEPHONE POLE, 64 FEET SOUTH OF THE CENTER OF A DIM ROAD, 24.7
 EU0090'FEET EAST OF TRAVERSE STATION POLE, 35.2 FEET NORTHEAST OF A METAL
 EU0090'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 EU0090'5 INCHES.
 EU0090
 EU0090                          STATION RECOVERY (1981)
 EU0090
 EU0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0090'11.35 KM (7.05 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0090'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, ON TOP OF A SMALL
 EU0090'KNOLL, 0.25 KM (0.15 MI) SOUTH OF THE SOUTH END OF THE BRIDGE OVER
 EU0090'WALNUT CREEK, AT MILEPOST 32, 68.0 METERS (223 FT) EAST OF THE
 EU0090'CENTERLINE OF THE EAST LANES, 7.5 METERS (24.5 FT) EAST OF THE
 EU0090'RIGHT OF WAY FENCE.
 EU0090'THE MARK IS 10.7 METERS  NE FROM A WITNESS POST.
 EU0090'THE MARK IS 3.7 M ABOVE THE EAST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0089 ***********************************************************************
 EU0089  DESIGNATION -  POLE RM 2
 EU0089  PID         -  EU0089
 EU0089  STATE/COUNTY-  AZ/MOHAVE
 EU0089  USGS QUAD   -  YUCCA NW (1970)
 EU0089
 EU0089                         *CURRENT SURVEY CONTROL
 EU0089  ___________________________________________________________________
 EU0089* NAD 83(1986)-  34 57 41.     (N)    114 08 35.     (W)     SCALED    
 EU0089* NAVD 88     -       666.335  (meters)    2186.13   (feet)  ADJUSTED  
 EU0089  ___________________________________________________________________
 EU0089  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EU0089  DYNAMIC HT  -         665.586 (meters)    2183.68  (feet)  COMP
 EU0089  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 EU0089
 EU0089  VERT ORDER  -  FIRST     CLASS II
 EU0089
 EU0089.The horizontal coordinates were scaled from a topographic map and have
 EU0089.an estimated accuracy of +/- 6 seconds.
 EU0089
 EU0089.The orthometric height was determined by differential leveling
 EU0089.and adjusted in June 1991.
 EU0089
 EU0089.The geoid height was determined by GEOID03.
 EU0089
 EU0089.The dynamic height is computed by dividing the NAVD 88
 EU0089.geopotential number by the normal gravity value computed on the
 EU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0089.degrees latitude (g = 980.6199 gals.).
 EU0089
 EU0089.The modeled gravity was interpolated from observed gravity values.
 EU0089
 EU0089;                    North         East    Units  Estimated Accuracy
 EU0089;SPC AZ W     -   439,380.      177,460.      MT  (+/- 180 meters Scaled)
 EU0089
 EU0089                          SUPERSEDED SURVEY CONTROL
 EU0089
 EU0089  NGVD 29 (??/??/??)  665.603  (m)         2183.73   (f) ADJUSTED    1 2
 EU0089
 EU0089.Superseded values are not recommended for survey control.
 EU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0089.See file dsdata.txt to determine how the superseded data were derived.
 EU0089
 EU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU608724(NAD 83)
 EU0089_MARKER: DR = REFERENCE MARK DISK
 EU0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0089_STAMPING: POLE NO 2 1961
 EU0089_MARK LOGO: CGS   
 EU0089_PROJECTION: PROJECTING 13 CENTIMETERS
 EU0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0089+STABILITY: SURFACE MOTION
 EU0089
 EU0089  HISTORY     - Date     Condition        Report By
 EU0089  HISTORY     - 1961     MONUMENTED       CGS
 EU0089  HISTORY     - 1981     GOOD             NGS
 EU0089
 EU0089                          STATION DESCRIPTION
 EU0089
 EU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0089'6.8 MI NE FROM YUCCA.
 EU0089'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0089'THENCE 6.45 MILES NORTH ALONG U.S. HIGHWAY 66, ABOUT 0.10 MILE
 EU0089'SOUTH OF THE BRIDGE OVER WALNUT CREEK, ABOUT 0.05 MILE SOUTH OF
 EU0089'MILE POST 32, AND ON TOP OF A LOW SAND RIDGE EAST OF THE
 EU0089'HIGHWAY, 193 FEET EAST OF THE CENTER OF THE HIGHWAY, 92 FEET EAST
 EU0089'OF THE RIGHT-OF-WAY FENCE, 97 FEET EAST OF A TRIANGLE BLAZED
 EU0089'TELEPHONE POLE, 61 FEET SOUTH OF THE CNETER OF A DIM ROAD, 21.7
 EU0089'FEET SOUTH OF TRAVERSE STATION POLE, 4.1 FEET NORTH OF A METAL
 EU0089'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 EU0089'INCHES.
 EU0089
 EU0089                          STATION RECOVERY (1981)
 EU0089
 EU0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0089'11.35 KM (7.05 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0089'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, ON TOP OF A SMALL
 EU0089'KNOLL, 0.25 KM (0.15 MI) SOUTH OF THE SOUTH END OF THE BRIDGE OVER
 EU0089'WALNUT CREEK, AT MILEPOST 32, 59.1 METERS (194 FT) EAST OF THE
 EU0089'CENTERLINE OF THE EAST BOUNDS LANES, 0.3 METER (1 FT) EAST OF THE
 EU0089'RIGHT OF WAY FENCE.
 EU0089'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 EU0089'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5895 ***********************************************************************
 DJ5895  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5895  DESIGNATION -  POLK 120
 DJ5895  PID         -  DJ5895
 DJ5895  STATE/COUNTY-  AZ/MARICOPA
 DJ5895  USGS QUAD   -  TOLLESON (1982)
 DJ5895
 DJ5895                         *CURRENT SURVEY CONTROL
 DJ5895  ___________________________________________________________________
 DJ5895* NAD 83(2007)-  33 27 01.04382(N)    112 19 08.22459(W)     ADJUSTED  
 DJ5895* NAVD 88     -       296.84   (meters)     973.9    (feet)  GPS OBS   
 DJ5895  ___________________________________________________________________
 DJ5895  EPOCH DATE  -        2007.00
 DJ5895  X           -  -2,023,119.508 (meters)                     COMP
 DJ5895  Y           -  -4,928,231.374 (meters)                     COMP
 DJ5895  Z           -   3,495,882.230 (meters)                     COMP
 DJ5895  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DJ5895  ELLIP HEIGHT-         266.469 (meters)          (03/21/07) ADJUSTED
 DJ5895  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DJ5895  HORZ ORDER  -  FIRST
 DJ5895  ELLP ORDER  -  FOURTH    CLASS I
 DJ5895
 DJ5895.The horizontal coordinates were established by GPS observations
 DJ5895.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5895
 DJ5895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5895.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5895.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5895.The epoch date for horizontal control is a decimal equivalence
 DJ5895.of Year/Month/Day.
 DJ5895
 DJ5895.The orthometric height was determined by GPS observations and a
 DJ5895.high-resolution geoid model.
 DJ5895.The orthometric height was determined by GPS observations and a
 DJ5895.high-resolution geoid model using precise GPS observation and
 DJ5895.processing techniques.
 DJ5895
 DJ5895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5895
 DJ5895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5895
 DJ5895.The ellipsoidal height was determined by GPS observations
 DJ5895.and is referenced to NAD 83.
 DJ5895
 DJ5895.The geoid height was determined by GEOID03.
 DJ5895
 DJ5895;                    North         East     Units Scale Factor Converg.
 DJ5895;SPC AZ C     -   271,759.890   175,960.957   MT  0.99991724   -0 13 18.3
 DJ5895;SPC AZ C     -   891,600.69    577,299.73   iFT  0.99991724   -0 13 18.3
 DJ5895;UTM  12      - 3,701,985.762   377,414.456   MT  0.99978527   -0 43 37.6
 DJ5895
 DJ5895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5895!SPC AZ C     -   0.99995817  x   0.99991724  =   0.99987541
 DJ5895!UTM  12      -   0.99995817  x   0.99978527  =   0.99974345
 DJ5895
 DJ5895                          SUPERSEDED SURVEY CONTROL
 DJ5895
 DJ5895.No superseded survey control is available for this station.
 DJ5895
 DJ5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7741401986(NAD 83)
 DJ5895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5895_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ5895_SP_SET: SET IN VALLEY GUTTER
 DJ5895_STAMPING: NO STAMPING
 DJ5895_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5895+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DJ5895
 DJ5895  HISTORY     - Date     Condition        Report By
 DJ5895  HISTORY     - UNK      MONUMENTED       EVANS
 DJ5895  HISTORY     - 20061101 GOOD             EVANS
 DJ5895  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5895
 DJ5895                          STATION DESCRIPTION
 DJ5895
 DJ5895'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5895'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5895'SOUTH ON AVONDALE BOULEVARD, 1.07KM, TO VAN BUREN STREET.  TRAVEL WEST
 DJ5895'ON VAN BUREN STREET, 1.0KM, TO 120TH AVENUE.  TRAVEL NORTH ON 120TH
 DJ5895'AVENUE, 78M, TO POLK STREET.  TRAVEL WEST ON POLK STREET, 160M, TO
 DJ5895'120TH STREET.  STATION IS A CITY OF AVONDALE BRASS DISK, UNMARKED, IN
 DJ5895'CONCRETE POST IN CONCRETE DRAINAGE GUTTER.  STATION IS 2.1M
 DJ5895'NORTHEASTERLY OF A CURB LINE, 3.1M SOUTHEASTERLY OF A SEWER MANHOLE
 DJ5895'AND 3.7M NORTHWESTERLY OF A SEWER MANHOLE.
 DJ5895
 DJ5895                          STATION RECOVERY (2008)
 DJ5895
 DJ5895'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5895'GPSR COORDINATES  N33 27.018  W112 19.145.   ELEV 964 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2281 ***********************************************************************
 DV2281  DESIGNATION -  POLL
 DV2281  PID         -  DV2281
 DV2281  STATE/COUNTY-  AZ/MARICOPA
 DV2281  USGS QUAD   -  AGUILA (1990)
 DV2281
 DV2281                         *CURRENT SURVEY CONTROL
 DV2281  ___________________________________________________________________
 DV2281* NAD 83(1992)-  33 55 38.20582(N)    113 13 42.97282(W)     ADJUSTED  
 DV2281* NAVD 88     -       665.2    (meters)    2182.     (feet)  VERTCON   
 DV2281  ___________________________________________________________________
 DV2281  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DV2281  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV2281  HORZ ORDER  -  SECOND
 DV2281
 DV2281.The horizontal coordinates were established by classical geodetic methods
 DV2281.and adjusted by the National Geodetic Survey in August 1993.
 DV2281
 DV2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2281
 DV2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2281
 DV2281.The geoid height was determined by GEOID03.
 DV2281
 DV2281;                    North         East     Units Scale Factor Converg.
 DV2281;SPC AZ C     -   325,363.542    92,061.907   MT  1.00008132   -0 43 56.4
 DV2281;SPC AZ C     - 1,067,465.69    302,040.38   iFT  1.00008132   -0 43 56.4
 DV2281;UTM  12      - 3,756,329.701   293,998.341   MT  1.00012316   -1 14 39.5
 DV2281
 DV2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2281!SPC AZ C     -   0.99990030  x   1.00008132  =   0.99998161
 DV2281!UTM  12      -   0.99990030  x   1.00012316  =   1.00002345
 DV2281
 DV2281|---------------------------------------------------------------------|
 DV2281| PID    Reference Object                     Distance      Geod. Az  |
 DV2281|                                                           dddmmss.s |
 DV2281| CS6648 POLL RM 1                            22.485 METERS 04031     |
 DV2281| CS6649 POLL RM 2                            22.741 METERS 27421     |
 DV2281|---------------------------------------------------------------------|
 DV2281
 DV2281                          SUPERSEDED SURVEY CONTROL
 DV2281
 DV2281  NAD 83(1986)-  33 55 38.20620(N)    113 13 42.97786(W) AD(       ) 2
 DV2281  NGVD 29 (11/27/91)  664.5    (m)         2180.     (f) VERT ANG    3  
 DV2281
 DV2281.Superseded values are not recommended for survey control.
 DV2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2281.See file dsdata.txt to determine how the superseded data were derived.
 DV2281
 DV2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9399856330(NAD 83)
 DV2281_MARKER: DS = TRIANGULATION STATION DISK
 DV2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2281+STABILITY: SURFACE MOTION
 DV2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2281+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2281
 DV2281  HISTORY     - Date     Condition        Report By
 DV2281  HISTORY     - 1985     MONUMENTED       AZDT
 DV2281  HISTORY     - 20070323 GOOD             GEOCAC
 DV2281
 DV2281                          STATION DESCRIPTION
 DV2281
 DV2281'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2281'THE STATION IS LOCATED 3-1/4 MILES SOUTHWEST OF AGUILA ALONG THE NORTH
 DV2281'SIDE OF U.S. HIGHWAY 60.
 DV2281'
 DV2281'THE STATION MARK IS AN AZDT DISK STAMPED---POLL 1985---.  IT IS SET IN
 DV2281'TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 74 FEET NORTHWEST OF
 DV2281'U.S. HIGHWAY 60, 36 FEET SOUTH OF THE RIGHT OF WAY FENCE AND 4 FEET
 DV2281'NORTHEAST OF THE STATION.
 DV2281'
 DV2281'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---POLL RM 1 1985---.  IT IS
 DV2281'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTH EAST
 DV2281'OF THE RIGHT OF WAY FENCE.
 DV2281'
 DV2281'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---POLL RM 2 1985---.  IT IS
 DV2281'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 3 FEET SOUTHEAST
 DV2281'OF THE RIGHT OF WAY FENCE.
 DV2281'
 DV2281'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL SOUTHWEST
 DV2281'ALONG U.S. HIGHWAY 60 FOR 3.5 MILES TO MILE POST 80.95 AND THE STATION
 DV2281'ON THE RIGHT.
 DV2281
 DV2281                          STATION RECOVERY (2007)
 DV2281
 DV2281'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2281'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV2281'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV2281'THE STATION MARK IS 3 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0751 ***********************************************************************
 FQ0751  DESIGNATION -  POLO
 FQ0751  PID         -  FQ0751
 FQ0751  STATE/COUNTY-  AZ/NAVAJO
 FQ0751  USGS QUAD   -  WINSLOW (1986)
 FQ0751
 FQ0751                         *CURRENT SURVEY CONTROL
 FQ0751  ___________________________________________________________________
 FQ0751* NAD 83(1992)-  35 01 29.19327(N)    110 37 46.70342(W)     ADJUSTED  
 FQ0751* NAVD 88     -      1515.1    (meters)    4971.     (feet)  VERTCON   
 FQ0751  ___________________________________________________________________
 FQ0751  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FQ0751  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0751  HORZ ORDER  -  SECOND
 FQ0751
 FQ0751.The horizontal coordinates were established by classical geodetic methods
 FQ0751.and adjusted by the National Geodetic Survey in August 1993.
 FQ0751
 FQ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0751
 FQ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0751
 FQ0751.The geoid height was determined by GEOID03.
 FQ0751
 FQ0751;                    North         East     Units Scale Factor Converg.
 FQ0751;SPC AZ E     -   446,420.564   171,112.837   MT  0.99992199   -0 15 56.6
 FQ0751;SPC AZ E     - 1,464,634.40    561,393.82   iFT  0.99992199   -0 15 56.6
 FQ0751;UTM  12      - 3,875,853.296   533,785.868   MT  0.99961407   +0 12 45.2
 FQ0751
 FQ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0751!SPC AZ E     -   0.99976603  x   0.99992199  =   0.99968804
 FQ0751!UTM  12      -   0.99976603  x   0.99961407  =   0.99938019
 FQ0751
 FQ0751|---------------------------------------------------------------------|
 FQ0751| PID    Reference Object                     Distance      Geod. Az  |
 FQ0751|                                                           dddmmss.s |
 FQ0751| CD4711 POLO RM 2                            10.996 METERS 04135     |
 FQ0751| FQ0741 HALE                                APPROX. 7.0 KM 0461236.7 |
 FQ0751| CD4710 POLO RM 1                            10.217 METERS 30635     |
 FQ0751|---------------------------------------------------------------------|
 FQ0751
 FQ0751                          SUPERSEDED SURVEY CONTROL
 FQ0751
 FQ0751  NAD 83(1986)-  35 01 29.18796(N)    110 37 46.70633(W) AD(       ) 2
 FQ0751  NAD 27      -  35 01 29.11120(N)    110 37 44.23212(W) AD(       ) 2
 FQ0751  NGVD 29 (07/19/86) 1514.3    (m)         4968.     (f) VERT ANG    3  
 FQ0751
 FQ0751.Superseded values are not recommended for survey control.
 FQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0751.See file dsdata.txt to determine how the superseded data were derived.
 FQ0751
 FQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3378675853(NAD 83)
 FQ0751_MARKER: DD = SURVEY DISK
 FQ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0751+STABILITY: SURFACE MOTION
 FQ0751
 FQ0751  HISTORY     - Date     Condition        Report By
 FQ0751  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0751  HISTORY     - 20030730 GOOD             USPSQD
 FQ0751
 FQ0751                          STATION DESCRIPTION
 FQ0751
 FQ0751'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0751'THE STATION IS LOCATED 4 AIRLINE MILES EAST OF WINSLOW AND ALONG SR
 FQ0751'87.
 FQ0751'
 FQ0751'THE STATION MARK IS A STANDARD AZDT DISK SET IN A ROUND CONCRETE POST
 FQ0751'STAMPED---POLO 1980---SET FLUSH IN THE GROUND.  WITNESS POST AND SIGN
 FQ0751'ARE 3.0 FT ESE.
 FQ0751'
 FQ0751'THE UNDERGROUND MARK IS A STANDARD AZDT DISK SET IN CONCRETE 33 IN
 FQ0751'BELOW THE SURFACE MARK AND STAMPED---POLO---.
 FQ0751'
 FQ0751'REFERENCE MARK NO. 1 IS A STANDARD AZDT DISK SET IN CONCRETE 36.1 FT
 FQ0751'ENE OF THE STATION MARK AND STAMPED---POLO RM 1-1980---.
 FQ0751'
 FQ0751'REFERENCE MARK NO. 2 IS A STANDARD AZDT DISK SET IN CONCRETE 33.5 FT
 FQ0751'WNW OF THE STATION MARK AND STAMPED---POLO RM 2 1980---.
 FQ0751'
 FQ0751'AZIMUTH MARK WAS NOT SET.  STATION HALE MAY BE USED AS AZ MK.
 FQ0751'
 FQ0751'TO REACH FROM THE POST OFFICE IN WINSLOW GO SOUTH 1 BLOCK TO US 66,
 FQ0751'TURN LEFT AND TRAVEL EAST ON US 66 FOR 3.32 MILES TO THE JCT WITH SR
 FQ0751'87.  TURN LEFT AND TRAVEL NORTHEAST ON SR 87 FOR 1.45 TO A HWY CUT AND
 FQ0751'STATION ON THE LEFT 102 FT NW OF THE CENTERLINE OF SR 87,
 FQ0751'2 FT OUT SIDE OF RIGHT OF WAY FENCE.  A 2 MINUTE PACK.
 FQ0751
 FQ0751                          STATION RECOVERY (2003)
 FQ0751
 FQ0751'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0751'RM1 AND RM2 ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1795 ***********************************************************************
 CZ1795  DESIGNATION -  POMERENE
 CZ1795  PID         -  CZ1795
 CZ1795  STATE/COUNTY-  AZ/COCHISE
 CZ1795  USGS QUAD   -  GALLETA FLAT EAST (1973)
 CZ1795
 CZ1795                         *CURRENT SURVEY CONTROL
 CZ1795  ___________________________________________________________________
 CZ1795* NAD 83(1992)-  32 03 29.66062(N)    110 17 40.67094(W)     ADJUSTED  
 CZ1795* NAVD 88     -      1145.6    (meters)    3759.     (feet)  VERTCON   
 CZ1795  ___________________________________________________________________
 CZ1795  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CZ1795  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CZ1795  HORZ ORDER  -  FIRST
 CZ1795
 CZ1795.The horizontal coordinates were established by classical geodetic methods
 CZ1795.and adjusted by the National Geodetic Survey in August 1993.
 CZ1795
 CZ1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1795
 CZ1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1795
 CZ1795.The geoid height was determined by GEOID03.
 CZ1795
 CZ1795;                    North         East     Units Scale Factor Converg.
 CZ1795;SPC AZ E     -   117,331.512   201,277.119   MT  0.99990180   -0 04 04.5
 CZ1795;SPC AZ E     -   384,945.91    660,358.00   iFT  0.99990180   -0 04 04.5
 CZ1795;UTM  12      - 3,547,108.637   566,584.481   MT  0.99965467   +0 22 27.9
 CZ1795
 CZ1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1795!SPC AZ E     -   0.99982452  x   0.99990180  =   0.99972634
 CZ1795!UTM  12      -   0.99982452  x   0.99965467  =   0.99947925
 CZ1795
 CZ1795:                Primary Azimuth Mark                     Grid Az
 CZ1795:SPC AZ E     -  POMERENE AZ MK                           087 49 27.9
 CZ1795:UTM  12      -  POMERENE AZ MK                           087 22 55.5
 CZ1795
 CZ1795|---------------------------------------------------------------------|
 CZ1795| PID    Reference Object                     Distance      Geod. Az  |
 CZ1795|                                                           dddmmss.s |
 CZ1795| CC8026 POMERENE AZ MK                                     0874523.4 |
 CZ1795| CC8027 POMERENE RM 1                        19.177 METERS 09122     |
 CZ1795| CG0970 BENSON SPRR WHITE TANK              APPROX.10.5 KM 1740251.1 |
 CZ1795| CG0966 BENSON SP RR STANDPIPE              APPROX.10.0 KM 1774007.1 |
 CZ1795| CG0967 BENSON MUN WATER TANK               APPROX.10.0 KM 1833259.5 |
 CZ1795| CG0976 WHETSTONE SP RR WATER TANK          APPROX.12.4 KM 1980436.4 |
 CZ1795| CC8028 POMERENE RM 2                        15.247 METERS 35540     |
 CZ1795|---------------------------------------------------------------------|
 CZ1795
 CZ1795                          SUPERSEDED SURVEY CONTROL
 CZ1795
 CZ1795  NAD 83(1986)-  32 03 29.65483(N)    110 17 40.66766(W) AD(       ) 1
 CZ1795  NAD 27      -  32 03 29.36600(N)    110 17 38.41200(W) AD(       ) 1
 CZ1795  NGVD 29 (07/19/86) 1144.8    (m)         3756.     (f) VERT ANG    3  
 CZ1795
 CZ1795.Superseded values are not recommended for survey control.
 CZ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1795.See file dsdata.txt to determine how the superseded data were derived.
 CZ1795
 CZ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6658447109(NAD 83)
 CZ1795_MARKER: DS = TRIANGULATION STATION DISK
 CZ1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1795
 CZ1795  HISTORY     - Date     Condition        Report By
 CZ1795  HISTORY     - 1935     MONUMENTED       CGS
 CZ1795  HISTORY     - 1946     GOOD             CGS
 CZ1795  HISTORY     - 1947     GOOD             CGS
 CZ1795  HISTORY     - 1956     GOOD             USE
 CZ1795  HISTORY     - 1973     GOOD             USGS
 CZ1795
 CZ1795                          STATION DESCRIPTION
 CZ1795
 CZ1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1795'APPROXIMATELY ON THE LINE BETWEEN SECTIONS 9 AND 10, T. 16 S.,
 CZ1795'R. 20 E., 6 MILES DUE N OF BENSON, AND ON THE HIGHEST PORTION
 CZ1795'OF RIDGE W OF THE ROAD TO REDINGTON.
 CZ1795'
 CZ1795'TO REACH FROM BENSON, CROSS RAILROAD TRACKS JUST E OF DEPOT,
 CZ1795'GO N 0.15 MILE, TURN RIGHT, GO 1.3 MILES (MAIN ROAD TO LORDSBURG),
 CZ1795'TURN LEFT AS PER SIGN POMERENE, CASCABEL, REDINGTON, GO 2.9
 CZ1795'MILES TO POMERENE, TURN LEFT, GO 0.7 MILE, TURN RIGHT AND GO
 CZ1795'3.1 MILES, TURN RIGHT, GO 1.6 MILES, TURN LEFT CROSS COUNTRY
 CZ1795'AND GO 0.6 MILE TO STATION.
 CZ1795'
 CZ1795'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CZ1795
 CZ1795                          STATION RECOVERY (1946)
 CZ1795
 CZ1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1795'THE 1935 DESCRIPTION OF THE LOCATION OF THE STATION AND THE
 CZ1795'CHARACTER OF THE MARKS SEEMS ADEQUATE.  ALL MARKS RECOVERED IN
 CZ1795'GOOD CONDITION.  REVISE THE DESCRIPTION FOR REACHING THE
 CZ1795'STATION AS FOLLOWS--
 CZ1795'
 CZ1795'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO E
 CZ1795'ON STATE HIGHWAY 86 FOR 1.4 MILES TO A PAVED ROAD LEFT AT SIGN
 CZ1795'POMERENE.  TURN LEFT AND GO N 3.05 MILES TO THE POST OFFICE
 CZ1795'AND STORE IN POMERENE.  TURN LEFT AND GO 0.25 MILE, THENCE
 CZ1795'RIGHT ON THE MAIN GRADED ROAD FOR 1.75 MILES TO CATTLE GUARD.
 CZ1795'CONTINUE FOR 3.3 MILES TO WHERE ROAD COMES OUT ON TOP OF A
 CZ1795'RIDGE, AND THE AZIMUTH MARK ON THE LEFT.  HERE TURN LEFT ACROSS
 CZ1795'COUNTRY ALONG THE HIGHEST PART OF THE RIDGE FOR 0.7 MILE TO
 CZ1795'THE STATION.
 CZ1795'
 CZ1795'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED
 CZ1795'POMERENE 1946, IS SET IN A SQUARE CONCRETE POST PROJECTING
 CZ1795'ABOUT 4 INCHES ABOVE THE GROUND AND LOCATED 31 FEET WNW OF THE
 CZ1795'CENTER OF THE ROAD.  IT IS 4.6 FEET NNE OF A 4- BY 4-INCH
 CZ1795'WHITE WITNESS POST.  IT IS E OF THE STATION.
 CZ1795'
 CZ1795'NOTE THAT THE 1935 DESCRIPTION GIVES THE DISTANCE TO THE
 CZ1795'REFERENCE MARKS IN REVERSE ORDER - THAT GIVEN FOR REFERENCE MARK
 CZ1795'1 SHOULD APPLY TO REFERENCE MARK 2, AND VICE VERSA.
 CZ1795
 CZ1795                          STATION RECOVERY (1947)
 CZ1795
 CZ1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1795'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CZ1795'CONDITION.  STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1947.
 CZ1795'
 CZ1795'APPROXIMATELY ON THE LINE BETWEEN SECTIONS 9 AND 10, T. 16 S., R.
 CZ1795'20 E., 6 MILES DUE NORTH OF BENSON, AND ON THE HIGHEST PORTION
 CZ1795'OF RIDGE WEST OF THE ROAD TO REDINGTON.  STATION AND REFERENCE
 CZ1795'MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CZ1795'
 CZ1795'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED
 CZ1795'POMERENE 1946.  IS SET IN A SQUARE CONCRETE POST PROJECTING
 CZ1795'ABOUT 4 INCHES ABOVE THE GROUND AND LOCATED 31 FEET WEST-NORTHWEST
 CZ1795'OF THE CENTER OF THE ROAD.  IT IS 4.6 FEET NORTH-NORTHEAST OF
 CZ1795'A 4 BY 4-INCH WHITE WITNESS POST.  IT IS EAST OF THE STATION.
 CZ1795'
 CZ1795'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO EAST
 CZ1795'ON STATE HIGHWAY 86 FOR 1.4 MILES TO A PAVED ROAD LEFT AT SIGN
 CZ1795'POMERENE.  TURN LEFT AND GO NORTH 3.05 MILES TO THE POST OFFICE
 CZ1795'AND STORE IN POMERENE.  TURN LEFT AND GO 0.25 MILE.  THENCE
 CZ1795'RIGHT ON THE MAIN GRADED ROAD FOR 1.75 MILES TO CATTLE GUARD.
 CZ1795'CONTINUE FOR 3.3 MILES TO WHERE ROAD COMES OUT ON TOP OF A
 CZ1795'RIDGE, AND THE AZIMUTH MARK ON THE LEFT.  HERE TURN LEFT ACROSS
 CZ1795'COUNTRY ALONG THE HIGHEST PART OF THE RIDGE FOR 0.7 MILE TO THE
 CZ1795'STATION.
 CZ1795
 CZ1795                          STATION RECOVERY (1956)
 CZ1795
 CZ1795'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1795'STATION RECOVERED AS DESCRIBED.
 CZ1795
 CZ1795                          STATION RECOVERY (1973)
 CZ1795
 CZ1795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RTW)
 CZ1795'FROM POMERENE TRAVEL NORTH ON MAIN ROAD TO CASCABEL FOR 5.5
 CZ1795'MILES.  THE MARK IS 134 FEET WEST OF ROAD AND 44 FEET HIGHER
 CZ1795'THAN CENTERLINE OF ROAD.  12 FEET WEST OF THE RIGHT OF WAY
 CZ1795'FENCE AND 6 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0621 ***********************************************************************
 CZ0621  DESIGNATION -  POND
 CZ0621  PID         -  CZ0621
 CZ0621  STATE/COUNTY-  AZ/PIMA
 CZ0621  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0621
 CZ0621                         *CURRENT SURVEY CONTROL
 CZ0621  ___________________________________________________________________
 CZ0621* NAD 83(1992)-  32 21 44.92220(N)    111 27 53.59607(W)     ADJUSTED  
 CZ0621* NAVD 88     -       752.40   (+/-2cm)    2468.5    (feet)  VERTCON   
 CZ0621  ___________________________________________________________________
 CZ0621  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CZ0621  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0621  HORZ ORDER  -  SECOND
 CZ0621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0621
 CZ0621.The horizontal coordinates were established by classical geodetic methods
 CZ0621.and adjusted by the National Geodetic Survey in August 1993.
 CZ0621
 CZ0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0621.The vertical order pertains to the NGVD 29 superseded value.
 CZ0621
 CZ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0621
 CZ0621.The geoid height was determined by GEOID03.
 CZ0621
 CZ0621;                    North         East     Units Scale Factor Converg.
 CZ0621;SPC AZ C     -   151,147.954   255,877.140   MT  0.99992228   +0 14 30.6
 CZ0621;SPC AZ C     -   495,892.24    839,491.93   iFT  0.99992228   +0 14 30.6
 CZ0621;UTM  12      - 3,580,709.819   456,262.287   MT  0.99962359   -0 14 55.8
 CZ0621
 CZ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0621!SPC AZ C     -   0.99988657  x   0.99992228  =   0.99980886
 CZ0621!UTM  12      -   0.99988657  x   0.99962359  =   0.99951020
 CZ0621
 CZ0621|---------------------------------------------------------------------|
 CZ0621| PID    Reference Object                     Distance      Geod. Az  |
 CZ0621|                                                           dddmmss.s |
 CZ0621| CZ0619 POND RM 1                            10.131 METERS 01327     |
 CZ0621| CZ0615 POND AZ MK                          354.366 METERS 05334     |
 CZ0621| CZ1992 EL PASO GAS CO COMPRESS STA TK      APPROX. 8.6 KM 0902410.0 |
 CZ0621| CZ0620 POND RM 2                            14.820 METERS 12051     |
 CZ0621|---------------------------------------------------------------------|
 CZ0621
 CZ0621                          SUPERSEDED SURVEY CONTROL
 CZ0621
 CZ0621  NAD 83(1986)-  32 21 44.91791(N)    111 27 53.59366(W) AD(       ) 2
 CZ0621  NAD 27      -  32 21 44.66370(N)    111 27 51.19780(W) AD(       ) 2
 CZ0621  NGVD 29 (??/??/92)  751.804  (m)         2466.54   (f) ADJ UNCH    2 0
 CZ0621
 CZ0621.Superseded values are not recommended for survey control.
 CZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0621.See file dsdata.txt to determine how the superseded data were derived.
 CZ0621
 CZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA5626280710(NAD 83)
 CZ0621_MARKER: DS = TRIANGULATION STATION DISK
 CZ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0621_STAMPING: POND 1962
 CZ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0621+STABILITY: SURFACE MOTION
 CZ0621
 CZ0621  HISTORY     - Date     Condition        Report By
 CZ0621  HISTORY     - 1962     MONUMENTED       CGS
 CZ0621  HISTORY     - 1962     GOOD             CGS
 CZ0621
 CZ0621                          STATION DESCRIPTION
 CZ0621
 CZ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ0621'THE STATION IS 32 MILES NORTHWEST OF TUCSON, 22 MILES WEST
 CZ0621'OF CORTARO, 3 MILES SOUTHEAST OF THE SILVER BELL MINE, ON
 CZ0621'THE WEST SIDE OF AVRA VALLEY AND ON THE BRUSH AND CACTUS
 CZ0621'COVERED EAST SLOPE OF THE SILVER BELL MOUNTAINS.
 CZ0621'
 CZ0621'TO REACH THE STATION FROM THE POST OFFICE AT CORTARO, DRIVE
 CZ0621'NORTHWEST ON STATE HIGHWAYS 84 AND 93 FOR 3.7 MILES TO THE
 CZ0621'AVRA VALLEY ROAD ON THE LEFT.  TURN LEFT AND DRIVE WEST
 CZ0621'ON THE AVRA VALLEY ROAD FOR 15.4 MILES TO A SIDE ROAD ON THE
 CZ0621'LEFT LEADING TO THE EL PASO NATURAL GAS COMPANY, TUCSON
 CZ0621'COMPRESSOR STATION.  CROSS A CATTLE GUARD AND CONTINUE STRAIGHT
 CZ0621'AHEAD WEST ON THE MACADAM SURFACED ROAD FOR 4.5 MILES TO
 CZ0621'A MACADAM SURFACED SIDE ROAD LEFT.  TURN LEFT, SOUTHWEST,
 CZ0621'FOR 0.25 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT
 CZ0621'AND DRIVE SOUTHWESTERLY ON THE TRACK ROAD FOR 0.05
 CZ0621'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, SOUTHWEST, ON
 CZ0621'THE TRACK ROAD FOR 0.5 MILE TO AN EAST-WEST FENCE, A GATE
 CZ0621'AND THE AZIMUTH MARK.  PASS THROUGH THE GATE AND CONTINUE
 CZ0621'STRAIGHT AHEAD SOUTHWEST ON THE TRACK ROAD FOR 0.2 MILE
 CZ0621'TO THE STATION ON THE RIGHT.
 CZ0621'
 CZ0621'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 CZ0621'EACH STAMPED POND 1962.  THE UNDERGROUND-STATION MARK IS CEMENTED
 CZ0621'IN A DRILL HOLE IN BEDROCK 18 INCHES BELOW THE SURFACE OF
 CZ0621'THE GROUND.  THE SURFACE-STATION MARK IS SET IN THE CENTER
 CZ0621'OF THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 CZ0621'DIAMETER, PROJECTING 1-INCH ABOVE THE SURFACE OF THE GROUND.
 CZ0621'IT IS 15.5 FEET NORTHWEST OF THE TRACK ROAD AND 4.0 FEET SOUTH
 CZ0621'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CZ0621'
 CZ0621'REFERENCE MARK 1, A STANDARD DISK STAMPED POND NO 1 1962,
 CZ0621'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 CZ0621'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 CZ0621'GROUND.  IT IS 37.0 FEET NORTHWEST OF THE ROAD AND ABOUT 15
 CZ0621'INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 CZ0621'
 CZ0621'REFERENCE MARK 2, A STANDARD DISK STAMPED POND NO 2 1962, IS
 CZ0621'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 CZ0621'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 CZ0621'GROUND.  IT IS 32.5 FEET SOUTH OF THE ROAD AND ABOUT THE SAME
 CZ0621'ELEVATION AS THE STATION MARK.
 CZ0621'
 CZ0621'THE AZIMUTH MARK, A STANDARD DISK STAMPED POND 1962, IS SET IN
 CZ0621'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 CZ0621'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CZ0621'46.5 FEET SOUTHWEST OF THE WEST GATE POST IN THE EAST-WEST
 CZ0621'FENCE, 19.0 FEET SOUTH OF THE FENCE, 14.0 FEET NORTHWEST OF
 CZ0621'THE CENTER OF THE ROAD AND 2.0 FEET WEST OF A METAL WITNESS
 CZ0621'POST WITH SIGN.
 CZ0621
 CZ0621                          STATION RECOVERY (1962)
 CZ0621
 CZ0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0621'23.7 MI W FROM CORTARO.
 CZ0621'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0621'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.3
 CZ0621'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.7 MILE SOUTHWESTERLY ALONG A
 CZ0621'GRADED ROAD, 17 FEET NORTHWEST OF THE CENTER OF A GRADED ROAD, 3.7
 CZ0621'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, A BRONZE DISK SET IN THE
 CZ0621'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CZ0621'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0929 ***********************************************************************
 ES0929  DESIGNATION -  POND
 ES0929  PID         -  ES0929
 ES0929  STATE/COUNTY-  AZ/NAVAJO
 ES0929  USGS QUAD   -  HANKS DRAW (1990)
 ES0929
 ES0929                         *CURRENT SURVEY CONTROL
 ES0929  ___________________________________________________________________
 ES0929* NAD 83(1992)-  34 25 31.97082(N)    110 39 01.04734(W)     ADJUSTED  
 ES0929* NAVD 88     -      2087.3    (meters)    6848.     (feet)  VERTCON   
 ES0929  ___________________________________________________________________
 ES0929  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ES0929  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0929  HORZ ORDER  -  SECOND
 ES0929
 ES0929.The horizontal coordinates were established by classical geodetic methods
 ES0929.and adjusted by the National Geodetic Survey in August 1993.
 ES0929
 ES0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0929
 ES0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0929
 ES0929.The geoid height was determined by GEOID03.
 ES0929
 ES0929;                    North         East     Units Scale Factor Converg.
 ES0929;SPC AZ E     -   379,959.567   168,908.761   MT  0.99992435   -0 16 24.3
 ES0929;SPC AZ E     - 1,246,586.51    554,162.60   iFT  0.99992435   -0 16 24.3
 ES0929;UTM  12      - 3,809,396.912   532,133.014   MT  0.99961273   +0 11 51.7
 ES0929
 ES0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0929!SPC AZ E     -   0.99967618  x   0.99992435  =   0.99960056
 ES0929!UTM  12      -   0.99967618  x   0.99961273  =   0.99928904
 ES0929
 ES0929:                Primary Azimuth Mark                     Grid Az
 ES0929:SPC AZ E     -  CENTER                                   224 21 58.5
 ES0929:UTM  12      -  CENTER                                   223 53 42.5
 ES0929
 ES0929|---------------------------------------------------------------------|
 ES0929| PID    Reference Object                     Distance      Geod. Az  |
 ES0929|                                                           dddmmss.s |
 ES0929| ES0895 CENTER                              APPROX. 0.5 KM 2240534.2 |
 ES0929|---------------------------------------------------------------------|
 ES0929
 ES0929                          SUPERSEDED SURVEY CONTROL
 ES0929
 ES0929  NAD 83(1986)-  34 25 31.96470(N)    110 39 01.05154(W) AD(       ) 2
 ES0929  NGVD 29 (08/03/87) 2086.4    (m)         6845.     (f) VERT ANG    3  
 ES0929
 ES0929.Superseded values are not recommended for survey control.
 ES0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0929.See file dsdata.txt to determine how the superseded data were derived.
 ES0929
 ES0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3213309397(NAD 83)
 ES0929_MARKER: DS = TRIANGULATION STATION DISK
 ES0929_SETTING: 66 = SET IN ROCK OUTCROP
 ES0929_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0929+STABILITY: POSITION/ELEVATION WELL
 ES0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0929+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 ES0929
 ES0929  HISTORY     - Date     Condition        Report By
 ES0929  HISTORY     - 1984     MONUMENTED       AZDT
 ES0929  HISTORY     - 19971011 GOOD             USPSQD
 ES0929  HISTORY     - 20051112 GOOD             EVANS
 ES0929
 ES0929                          STATION DESCRIPTION
 ES0929
 ES0929'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0929'THE STATION IS LOCATED 3 MILES SOUTHWEST OF HEBER ALONG THE NORTH SIDE
 ES0929'OF STATE ROUTE 260.
 ES0929'
 ES0929'THE STATION MARK IS AN AZDT DISK STAMPED---POND 1984---.  IT IS SET IN
 ES0929'A DRILL HOLE IN A SANDSTONE BOULDER 28 FEET NORTHWEST OF THE CENTER
 ES0929'LINE OF THE HIGHWAY, 84 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND
 ES0929'6 FEET SOUTHEAST OF THE WITNESS POST.
 ES0929'
 ES0929'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0929'AND STATE ROUTE 260 TRAVEL WEST ALONG SR 260 FOR 3.4 MILES TO MILEPOST
 ES0929'300.5 AND THE STATION ON THE RIGHT.
 ES0929
 ES0929                          STATION RECOVERY (1997)
 ES0929
 ES0929'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0929'RECOVERED IN GOOD CONDITION.
 ES0929
 ES0929                          STATION RECOVERY (2005)
 ES0929
 ES0929'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH4877 ***********************************************************************
 AH4877  DESIGNATION -  POND
 AH4877  PID         -  AH4877
 AH4877  STATE/COUNTY-  AZ/PIMA
 AH4877  USGS QUAD   -  VAIL (1981)
 AH4877
 AH4877                         *CURRENT SURVEY CONTROL
 AH4877  ___________________________________________________________________
 AH4877* NAD 83(1992)-  32 00 30.39544(N)    110 43 37.21006(W)     ADJUSTED  
 AH4877* NAVD 88     -      1016.7    (meters)    3336.     (feet)  VERTCON   
 AH4877  ___________________________________________________________________
 AH4877  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 AH4877  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AH4877  HORZ ORDER  -  SECOND
 AH4877
 AH4877.The horizontal coordinates were established by classical geodetic methods
 AH4877.and adjusted by the National Geodetic Survey in October 1998.
 AH4877
 AH4877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4877
 AH4877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4877
 AH4877.The geoid height was determined by GEOID03.
 AH4877
 AH4877;                    North         East     Units Scale Factor Converg.
 AH4877;SPC AZ C     -   112,421.721   325,757.100   MT  1.00005575   +0 37 50.3
 AH4877;SPC AZ C     -   368,837.67  1,068,756.89   iFT  1.00005575   +0 37 50.3
 AH4877;UTM  12      - 3,541,404.115   525,783.725   MT  0.99960820   +0 08 40.9
 AH4877
 AH4877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4877!SPC AZ C     -   0.99984488  x   1.00005575  =   0.99990062
 AH4877!UTM  12      -   0.99984488  x   0.99960820  =   0.99945314
 AH4877
 AH4877|---------------------------------------------------------------------|
 AH4877| PID    Reference Object                     Distance      Geod. Az  |
 AH4877|                                                           dddmmss.s |
 AH4877| AH4889 POND RM 1                            12.178 METERS 08206     |
 AH4877| AH4890 POND RM 2                            12.395 METERS 25110     |
 AH4877|---------------------------------------------------------------------|
 AH4877
 AH4877                          SUPERSEDED SURVEY CONTROL
 AH4877
 AH4877  NGVD 29 (10/30/98) 1016.0    (m)         3333.     (f) VERT ANG    3  
 AH4877
 AH4877.Superseded values are not recommended for survey control.
 AH4877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4877.See file dsdata.txt to determine how the superseded data were derived.
 AH4877
 AH4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2578441404(NAD 83)
 AH4877_MARKER: DS = TRIANGULATION STATION DISK
 AH4877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4877_PROJECTION: FLUSH
 AH4877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4877+STABILITY: SURFACE MOTION
 AH4877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4877+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2004
 AH4877
 AH4877  HISTORY     - Date     Condition        Report By
 AH4877  HISTORY     - 1987     MONUMENTED       AZDT
 AH4877  HISTORY     - 20041031 GOOD             GEOCAC
 AH4877
 AH4877                          STATION DESCRIPTION
 AH4877
 AH4877'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 AH4877'THE STATION IS LOCATED ON TOP OF THE EARTH DAM FOR A STOCK TANK 2-3/4
 AH4877'MILES SOUTHWEST OF VAIL AND 1/3 MILE WEST OF WENTWORTH ROAD.
 AH4877'THE STATION MARK IS AN AZDT DISK STAMPED---POND 1987---.  IT IS SET IN
 AH4877'TOP OF A 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  THE
 AH4877'MARK IS 5 FEET SOUTHEAST OF THE WITNESS POST.
 AH4877'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---POND RM 1 1987---.  IT IS
 AH4877'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 AH4877'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---POUND RM 2 1987---.  IT IS
 AH4877'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 AH4877'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 AH4877'AND WENTWORTH ROAD TRAFFIC INTERCHANGE 15 MILES EAST OF TUCSON, TRAVEL
 AH4877'SOUTH ALONG WENTWORTH ROAD 1.35 MILES TO A TRACK ROAD RIGHT.  TURN
 AH4877'RIGHT 0.35 MILE TO STATION ON TOP OF DAM.
 AH4877
 AH4877                          STATION RECOVERY (2004)
 AH4877
 AH4877'RECOVERY NOTE BY GEOCACHING 2004 (DJH)
 AH4877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0615 ***********************************************************************
 CZ0615  DESIGNATION -  POND AZ MK
 CZ0615  PID         -  CZ0615
 CZ0615  STATE/COUNTY-  AZ/PIMA
 CZ0615  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0615
 CZ0615                         *CURRENT SURVEY CONTROL
 CZ0615  ___________________________________________________________________
 CZ0615* NAD 83(1992)-  32 21 51.75372(N)    111 27 42.69042(W)     ADJUSTED  
 CZ0615* NAVD 88     -       739.85   (+/-2cm)    2427.3    (feet)  VERTCON   
 CZ0615  ___________________________________________________________________
 CZ0615  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 CZ0615  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0615  HORZ ORDER  -  SECOND
 CZ0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0615
 CZ0615.The horizontal coordinates were established by classical geodetic methods
 CZ0615.and adjusted by the National Geodetic Survey in August 1993.
 CZ0615
 CZ0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0615.The vertical order pertains to the NGVD 29 superseded value.
 CZ0615
 CZ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0615
 CZ0615.The geoid height was determined by GEOID03.
 CZ0615
 CZ0615;                    North         East     Units Scale Factor Converg.
 CZ0615;SPC AZ C     -   151,359.579   256,161.342   MT  0.99992258   +0 14 36.5
 CZ0615;SPC AZ C     -   496,586.55    840,424.35   iFT  0.99992258   +0 14 36.5
 CZ0615;UTM  12      - 3,580,918.940   456,548.205   MT  0.99962328   -0 14 50.1
 CZ0615
 CZ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0615!SPC AZ C     -   0.99988854  x   0.99992258  =   0.99981113
 CZ0615!UTM  12      -   0.99988854  x   0.99962328  =   0.99951186
 CZ0615
 CZ0615                          SUPERSEDED SURVEY CONTROL
 CZ0615
 CZ0615  NAD 83(1986)-  32 21 51.74944(N)    111 27 42.68801(W) AD(       ) 2
 CZ0615  NAD 27      -  32 21 51.49500(N)    111 27 40.29280(W) AD(       ) 2
 CZ0615  NGVD 29 (??/??/92)  739.254  (m)         2425.37   (f) ADJ UNCH    2 0
 CZ0615
 CZ0615.Superseded values are not recommended for survey control.
 CZ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0615.See file dsdata.txt to determine how the superseded data were derived.
 CZ0615
 CZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA5654880919(NAD 83)
 CZ0615_MARKER: DZ = AZIMUTH MARK DISK
 CZ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0615_STAMPING: POND 1962
 CZ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0615+STABILITY: SURFACE MOTION
 CZ0615
 CZ0615  HISTORY     - Date     Condition        Report By
 CZ0615  HISTORY     - 1962     MONUMENTED       CGS
 CZ0615  HISTORY     - 1962     GOOD             CGS
 CZ0615
 CZ0615                          STATION DESCRIPTION
 CZ0615
 CZ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0615'TO REACH THE STATION FROM THE POST OFFICE AT CORTARO, DRIVE
 CZ0615'NORTHWEST ON STATE HIGHWAYS 84 AND 93 FOR 3.7 MILES TO THE
 CZ0615'AVRA VALLEY ROAD ON THE LEFT.  TURN LEFT AND DRIVE WEST
 CZ0615'ON THE AVRA VALLEY ROAD FOR 15.4 MILES TO A SIDE ROAD ON THE
 CZ0615'LEFT LEADING TO THE EL PASO NATURAL GAS COMPANY, TUCSON
 CZ0615'COMPRESSOR STATION.  CROSS A CATTLE GUARD AND CONTINUE STRAIGHT
 CZ0615'AHEAD WEST ON THE MACADAM SURFACED ROAD FOR 4.5 MILES TO
 CZ0615'A MACADAM SURFACED SIDE ROAD LEFT.  TURN LEFT, SOUTHWEST,
 CZ0615'FOR 0.25 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT
 CZ0615'AND DRIVE SOUTHWESTERLY ON THE TRACK ROAD FOR 0.05
 CZ0615'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, SOUTHWEST, ON
 CZ0615'THE TRACK ROAD FOR 0.5 MILE TO AN EAST-WEST FENCE, A GATE
 CZ0615'AND THE AZIMUTH MARK.
 CZ0615'
 CZ0615'THE AZIMUTH MARK, A STANDARD DISK STAMPED POND 1962, IS SET IN
 CZ0615'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 CZ0615'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CZ0615'46.5 FEET SOUTHWEST OF THE WEST GATE POST IN THE EAST-WEST
 CZ0615'FENCE, 19.0 FEET SOUTH OF THE FENCE, 14.0 FEET NORTHWEST OF
 CZ0615'THE CENTER OF THE ROAD AND 2.0 FEET WEST OF A METAL WITNESS
 CZ0615'POST WITH SIGN.
 CZ0615
 CZ0615                          STATION RECOVERY (1962)
 CZ0615
 CZ0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0615'23.5 MI W FROM CORTARO.
 CZ0615'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0615'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.3
 CZ0615'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH-SOUTHWEST ALONG
 CZ0615'A GRADED ROAD TO A GATE IN AN EAST-WEST FENCE LINE, 19.4 FEET SOUTH OF
 CZ0615'AN EAST-WEST FENCE LINE, 15 FEET NORTHWEST OF THE CENTER OF A GRADED
 CZ0615'ROAD, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, A BRONZE DISK SET IN
 CZ0615'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0619 ***********************************************************************
 CZ0619  DESIGNATION -  POND RM 1
 CZ0619  PID         -  CZ0619
 CZ0619  STATE/COUNTY-  AZ/PIMA
 CZ0619  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0619
 CZ0619                         *CURRENT SURVEY CONTROL
 CZ0619  ___________________________________________________________________
 CZ0619* NAD 83(1986)-  32 21 43.     (N)    111 27 57.     (W)     SCALED    
 CZ0619* NAVD 88     -       751.90   (+/-2cm)    2466.9    (feet)  VERTCON   
 CZ0619  ___________________________________________________________________
 CZ0619  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0619  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0619
 CZ0619.The horizontal coordinates were scaled from a topographic map and have
 CZ0619.an estimated accuracy of +/- 6 seconds.
 CZ0619
 CZ0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0619.The vertical order pertains to the NGVD 29 superseded value.
 CZ0619
 CZ0619.The geoid height was determined by GEOID03.
 CZ0619
 CZ0619;                    North         East    Units  Estimated Accuracy
 CZ0619;SPC AZ C     -   151,090.      255,790.      MT  (+/- 180 meters Scaled)
 CZ0619
 CZ0619                          SUPERSEDED SURVEY CONTROL
 CZ0619
 CZ0619  NGVD 29 (??/??/92)  751.307  (m)         2464.91   (f) ADJ UNCH    2 0
 CZ0619
 CZ0619.Superseded values are not recommended for survey control.
 CZ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0619.See file dsdata.txt to determine how the superseded data were derived.
 CZ0619
 CZ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA561806(NAD 83)
 CZ0619_MARKER: DR = REFERENCE MARK DISK
 CZ0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0619_STAMPING: POND NO 1 1962
 CZ0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0619+STABILITY: SURFACE MOTION
 CZ0619
 CZ0619  HISTORY     - Date     Condition        Report By
 CZ0619  HISTORY     - 1962     MONUMENTED       CGS
 CZ0619
 CZ0619                          STATION DESCRIPTION
 CZ0619
 CZ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0619'23.7 MI W FROM CORTARO.
 CZ0619'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0619'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.3
 CZ0619'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.7 MILE SOUTHWESTERLY ALONG A
 CZ0619'GRADED ROAD, 37 FEET NORTH-NORTHWEST OF A GRADED ROAD, 3.2 FEET
 CZ0619'NORTHEAST OF A METAL WITNESS POST, A BRONZE DISK SET IN THE TOP OF A
 CZ0619'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0620 ***********************************************************************
 CZ0620  DESIGNATION -  POND RM 2
 CZ0620  PID         -  CZ0620
 CZ0620  STATE/COUNTY-  AZ/PIMA
 CZ0620  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0620
 CZ0620                         *CURRENT SURVEY CONTROL
 CZ0620  ___________________________________________________________________
 CZ0620* NAD 83(1986)-  32 21 43.     (N)    111 27 57.     (W)     SCALED    
 CZ0620* NAVD 88     -       752.21   (+/-2cm)    2467.9    (feet)  VERTCON   
 CZ0620  ___________________________________________________________________
 CZ0620  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0620
 CZ0620.The horizontal coordinates were scaled from a topographic map and have
 CZ0620.an estimated accuracy of +/- 6 seconds.
 CZ0620
 CZ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0620.The vertical order pertains to the NGVD 29 superseded value.
 CZ0620
 CZ0620.The geoid height was determined by GEOID03.
 CZ0620
 CZ0620;                    North         East    Units  Estimated Accuracy
 CZ0620;SPC AZ C     -   151,090.      255,790.      MT  (+/- 180 meters Scaled)
 CZ0620
 CZ0620                          SUPERSEDED SURVEY CONTROL
 CZ0620
 CZ0620  NGVD 29 (??/??/92)  751.610  (m)         2465.91   (f) ADJ UNCH    2 0
 CZ0620
 CZ0620.Superseded values are not recommended for survey control.
 CZ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0620.See file dsdata.txt to determine how the superseded data were derived.
 CZ0620
 CZ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA561806(NAD 83)
 CZ0620_MARKER: DR = REFERENCE MARK DISK
 CZ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0620_STAMPING: POND NO 2 1962
 CZ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0620+STABILITY: SURFACE MOTION
 CZ0620
 CZ0620  HISTORY     - Date     Condition        Report By
 CZ0620  HISTORY     - 1962     MONUMENTED       CGS
 CZ0620
 CZ0620                          STATION DESCRIPTION
 CZ0620
 CZ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0620'23.7 MI W FROM CORTARO.
 CZ0620'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0620'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.3
 CZ0620'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.7 MILE SOUTHWESTERLY ALONG A
 CZ0620'GRADED ROAD, 51.7 FEET SOUTH OF A METAL WITNESS POST, 29 FEET
 CZ0620'SOUTH-SOUTHEAST OF A GRADED ROAD, A BRONZE DISK SET IN THE TOP OF A
 CZ0620'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1163 ***********************************************************************
 FS1163  DESIGNATION -  POPE
 FS1163  PID         -  FS1163
 FS1163  STATE/COUNTY-  AZ/MOHAVE
 FS1163  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1163
 FS1163                         *CURRENT SURVEY CONTROL
 FS1163  ___________________________________________________________________
 FS1163* NAD 83(1992)-  35 45 10.55490(N)    114 30 21.77979(W)     ADJUSTED  
 FS1163* NAVD 88     -       751.0    (meters)    2464.     (feet)  VERTCON   
 FS1163  ___________________________________________________________________
 FS1163  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FS1163  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS1163  HORZ ORDER  -  SECOND
 FS1163
 FS1163.The horizontal coordinates were established by classical geodetic methods
 FS1163.and adjusted by the National Geodetic Survey in August 1993.
 FS1163
 FS1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1163
 FS1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1163
 FS1163.The geoid height was determined by GEOID03.
 FS1163
 FS1163;                    North         East     Units Scale Factor Converg.
 FS1163;SPC AZ W     -   527,382.942   144,983.678   MT  0.99999092   -0 26 30.4
 FS1163;SPC AZ W     - 1,730,259.00    475,668.23   iFT  0.99999092   -0 26 30.4
 FS1163;UTM  11      - 3,959,414.109   725,495.588   MT  1.00022662   +1 27 28.1
 FS1163
 FS1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1163!SPC AZ W     -   0.99988658  x   0.99999092  =   0.99987750
 FS1163!UTM  11      -   0.99988658  x   1.00022662  =   1.00011317
 FS1163
 FS1163|---------------------------------------------------------------------|
 FS1163| PID    Reference Object                     Distance      Geod. Az  |
 FS1163|                                                           dddmmss.s |
 FS1163| CC6277 POPE RM 1                             4.611 METERS 12438     |
 FS1163| FS0944 H 121 RESET                                        1412704.4 |
 FS1163| CC6278 POPE RM 2                            10.359 METERS 20544     |
 FS1163| FS0945 G 121 RESET                                        3581038.9 |
 FS1163|---------------------------------------------------------------------|
 FS1163
 FS1163                          SUPERSEDED SURVEY CONTROL
 FS1163
 FS1163  NAD 83(1986)-  35 45 10.54816(N)    114 30 21.76992(W) AD(       ) 2
 FS1163  NAD 27      -  35 45 10.59100(N)    114 30 18.87900(W) AD(       ) 2
 FS1163  NGVD 29 (11/23/90)  750.3    (m)         2462.     (f) VERT ANG    3  
 FS1163
 FS1163.Superseded values are not recommended for survey control.
 FS1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1163.See file dsdata.txt to determine how the superseded data were derived.
 FS1163
 FS1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2549659414(NAD 83)
 FS1163_MARKER: DS = TRIANGULATION STATION DISK
 FS1163_SETTING: 66 = SET IN ROCK OUTCROP
 FS1163_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1163+STABILITY: POSITION/ELEVATION WELL
 FS1163
 FS1163  HISTORY     - Date     Condition        Report By
 FS1163  HISTORY     - 1950     MONUMENTED       CGS
 FS1163  HISTORY     - 1955     GOOD             CGS
 FS1163  HISTORY     - 1981     GOOD             AZDT
 FS1163  HISTORY     - 19870416 MARK NOT FOUND   USPSQD
 FS1163  HISTORY     - 20051221 GOOD             GEOCAC
 FS1163
 FS1163                          STATION DESCRIPTION
 FS1163
 FS1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1163'THE STATION IS LOCATED ON A SMALL KNOLL ABOUT 200 YARDS WEST
 FS1163'OF U.S. HIGHWAY 93-466 AND IT IS ABOUT 20 FEET HIGHER THAN
 FS1163'THE HIGHWAY.  ON THE RIGHT SIDE OF THE BLADED ROAD THAT
 FS1163'LEADS WESTERLY TOWARDS THE POPE MINE LOCATED 3 MILES WESTWARD.
 FS1163'22 MILES AIRLINE SOUTHEAST FROM HOOVER DAM, 6 MILES WEST BY NORTH
 FS1163'FROM THE WHITE HILLS MINE.
 FS1163'
 FS1163'TO REACH THE STATION FROM THE R.R. DEPOT IN KINGMAN GO NORTHWEST
 FS1163'ON U.S. HIGHWAY 93-466 19.0 MILES TO THE INTERSECTION OF STATE
 FS1163'HIGHWAY 62, CONTINUE ON U.S. HIGHWAY 93-466 NORTHWARD TOWARDS
 FS1163'HOOVER DAM 28.1 MILES, HERE TURN LEFT ONTO BLADED ROAD 0.05
 FS1163'MILES TO CATTLE GUARD, THENCE RIGHT CROSSING SMALL WASH AND
 FS1163'ONTO STATION LOCATION.
 FS1163'
 FS1163'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1163'IN BEDROCK 8 INCHES BELOW THE SURROUNDING SURFACE, IS STAMPED
 FS1163'POPE 1950.  IT IS ABOUT CENTER OF KNOLL.
 FS1163'
 FS1163'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1163'IN BEDROCK 2 INCHES BELOW THE SURROUNDING SURFACE, IS STAMPED
 FS1163'POPE NO 1 1950.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION
 FS1163'MARK.
 FS1163'
 FS1163'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1163'IN BEDROCK FLUSH WITH SURROUNDING SURFACE, IS STAMPED POPE
 FS1163'NO 2 1950.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FS1163'
 FS1163'AZIMUTH MARK, A STANDARD BENCH MARK SET IN A CONCRETE POST
 FS1163'10 X 10 INCHES SQUARE, 3 FEET WEST OF A WHITE WITNESS POST,
 FS1163'IS STAMPED H 121 1935.
 FS1163'
 FS1163'AZIMUTH MARK, A STANDARD BENCH MARK SET IN A CONCRETE POST
 FS1163'10 X 10 INCHES SQUARE, 2 FEET WEST OF A WHITE WITNESS POST,
 FS1163'IS STAMPED G 121 1935.
 FS1163
 FS1163                          STATION RECOVERY (1955)
 FS1163
 FS1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1163'RECOVERED - THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FS1163'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FS1163'ADEQUATE AND CORRECT.
 FS1163
 FS1163                          STATION RECOVERY (1981)
 FS1163
 FS1163'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1163'THE STATION MARK, REFERENCE MARKS AND AZ1MUTH MARKS WERE ALL RECOVERED
 FS1163'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 FS1163'
 FS1163'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1163'STOCKTON HILL DR FOR 0.1 MILE TO US 66.  TURN RIGHT ON US 66 AND GO
 FS1163'WEST FOR 2.3 MILES TO US 93 AND I 40 INTERCHANGE, TRAVEL NORTH ALONG
 FS1163'US 93 FOR 43.05 MILES TO BOULDER INN ON THE LEFT.  TRAVEL NORTH ON US
 FS1163'93 FOR 1.35 MILES TO AN EXXON STATION ON THE RIGHT, CONTINUE NORTH FOR
 FS1163'2.25 MILES TO A T ROAD ON THE LEFT.  TURN LEFT AND CROSS CATTLE GUARD.
 FS1163'THE STATION IS ON LOW HILL ABOUT 100 YARDS NORTH OF THIS POINT.  DRIVE
 FS1163'ALONG TRACK ROADS TO STATION.
 FS1163
 FS1163                          STATION RECOVERY (1987)
 FS1163
 FS1163'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS1163'MARK NOT FOUND.
 FS1163
 FS1163                          STATION RECOVERY (2005)
 FS1163
 FS1163'RECOVERY NOTE BY GEOCACHING 2005 (DJH)
 FS1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0954 ***********************************************************************
 ET0954  DESIGNATION -  POPLAR
 ET0954  PID         -  ET0954
 ET0954  STATE/COUNTY-  AZ/YAVAPAI
 ET0954  USGS QUAD   -  PEEPLES VALLEY (1969)
 ET0954
 ET0954                         *CURRENT SURVEY CONTROL
 ET0954  ___________________________________________________________________
 ET0954* NAD 83(1992)-  34 17 40.34617(N)    112 43 22.47742(W)     ADJUSTED  
 ET0954* NAVD 88     -      1353.6    (meters)    4441.     (feet)  VERTCON   
 ET0954  ___________________________________________________________________
 ET0954  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 ET0954  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 ET0954  HORZ ORDER  -  SECOND
 ET0954
 ET0954.The horizontal coordinates were established by classical geodetic methods
 ET0954.and adjusted by the National Geodetic Survey in August 1993.
 ET0954
 ET0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0954
 ET0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0954
 ET0954.The geoid height was determined by GEOID03.
 ET0954
 ET0954;                    North         East     Units Scale Factor Converg.
 ET0954;SPC AZ C     -   365,616.756   139,139.932   MT  0.99996788   -0 27 15.5
 ET0954;SPC AZ C     - 1,199,530.04    456,495.84   iFT  0.99996788   -0 27 15.5
 ET0954;UTM  12      - 3,796,158.371   341,435.419   MT  0.99990993   -0 58 15.5
 ET0954
 ET0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0954!SPC AZ C     -   0.99979193  x   0.99996788  =   0.99975981
 ET0954!UTM  12      -   0.99979193  x   0.99990993  =   0.99970188
 ET0954
 ET0954:                Primary Azimuth Mark                     Grid Az
 ET0954:SPC AZ C     -  PEEP                                     037 21 29.5
 ET0954:UTM  12      -  PEEP                                     037 52 29.5
 ET0954
 ET0954|---------------------------------------------------------------------|
 ET0954| PID    Reference Object                     Distance      Geod. Az  |
 ET0954|                                                           dddmmss.s |
 ET0954| ET0953 PEEP                                APPROX. 3.2 KM 0365414.0 |
 ET0954| CH3964 POPLAR RM 2                          11.478 METERS 17813     |
 ET0954| CH3963 POPLAR RM 1                          11.482 METERS 35755     |
 ET0954|---------------------------------------------------------------------|
 ET0954
 ET0954                          SUPERSEDED SURVEY CONTROL
 ET0954
 ET0954  NAD 83(1986)-  34 17 40.34554(N)    112 43 22.47909(W) AD(       ) 2
 ET0954  NAD 27      -  34 17 40.25670(N)    112 43 19.84582(W) AD(       ) 2
 ET0954  NGVD 29 (07/19/86) 1352.8    (m)         4438.     (f) VERT ANG    3  
 ET0954
 ET0954.Superseded values are not recommended for survey control.
 ET0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0954.See file dsdata.txt to determine how the superseded data were derived.
 ET0954
 ET0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4143596158(NAD 83)
 ET0954_MARKER: DD = SURVEY DISK
 ET0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0954+STABILITY: SURFACE MOTION
 ET0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0954+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 ET0954
 ET0954  HISTORY     - Date     Condition        Report By
 ET0954  HISTORY     - 1980     MONUMENTED       AZDT
 ET0954  HISTORY     - 20020621 GOOD             INDIV
 ET0954  HISTORY     - 20050814 GOOD             USPSQD
 ET0954
 ET0954                          STATION DESCRIPTION
 ET0954
 ET0954'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0954'THE STATION IS LOCATED 5 MILES NORTHEAST OF YARNELL, 1.5 MILES SOUTH
 ET0954'WEST OF KIRTLAND JUNCTION ALONG THE EAST SIDE OF US HIGHWAY 89.
 ET0954'
 ET0954'THE STATION MARK IS AN ADOT DISK STAMPED, POPLAR 1980.  IT IS SET IN
 ET0954'TOP OF A CONCRETE MONUMENT 2.2 FEET WEST OF WITNESS POST AND 65 FEET
 ET0954'NORTH OF A PAVED DRIVEWAY LEADING EAST.
 ET0954'
 ET0954'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, POPLAR RM 1 1980.  IT IS SET
 ET0954'IN TOP OF A CONCRETE MONUMENT.
 ET0954'
 ET0954'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, POPLAR RM 2 1980.  IT IS SET
 ET0954'IN TOP OF A CONCRETE MONUMENT.
 ET0954'
 ET0954'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL TRAVEL NORTH ON
 ET0954'US HIGHWAY 89 FOR 5.45 MILES TO THE STATION ON THE RIGHT, ABOUT 50
 ET0954'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 ET0954
 ET0954                          STATION RECOVERY (2002)
 ET0954
 ET0954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 ET0954'RECOVERED IN GOOD CONDITION.
 ET0954
 ET0954                          STATION RECOVERY (2005)
 ET0954
 ET0954'RECOVERY NOTE BY US POWER SQUADRON 2005
 ET0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0158 ***********************************************************************
 FR0158  DESIGNATION -  PORT
 FR0158  PID         -  FR0158
 FR0158  STATE/COUNTY-  AZ/COCONINO
 FR0158  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0158
 FR0158                         *CURRENT SURVEY CONTROL
 FR0158  ___________________________________________________________________
 FR0158* NAD 83(1992)-  35 15 50.62889(N)    112 03 57.31168(W)     ADJUSTED  
 FR0158* NAVD 88     -      2137.417  (meters)    7012.51   (feet)  ADJUSTED  
 FR0158  ___________________________________________________________________
 FR0158  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 FR0158  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FR0158  DYNAMIC HT  -        2134.401 (meters)    7002.61  (feet)  COMP
 FR0158  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 FR0158
 FR0158  HORZ ORDER  -  SECOND
 FR0158  VERT ORDER  -  SECOND    CLASS 0
 FR0158
 FR0158.The horizontal coordinates were established by classical geodetic methods
 FR0158.and adjusted by the National Geodetic Survey in August 1993.
 FR0158
 FR0158.The orthometric height was determined by differential leveling
 FR0158.and adjusted in June 1991.
 FR0158
 FR0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0158
 FR0158.The geoid height was determined by GEOID03.
 FR0158
 FR0158.The dynamic height is computed by dividing the NAVD 88
 FR0158.geopotential number by the normal gravity value computed on the
 FR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0158.degrees latitude (g = 980.6199 gals.).
 FR0158
 FR0158.The modeled gravity was interpolated from observed gravity values.
 FR0158
 FR0158;                    North         East     Units Scale Factor Converg.
 FR0158;SPC AZ C     -   472,877.503   199,780.214   MT  0.99990227   -0 05 10.2
 FR0158;SPC AZ C     - 1,551,435.38    655,446.90   iFT  0.99990227   -0 05 10.2
 FR0158;UTM  12      - 3,902,848.076   403,044.675   MT  0.99971585   -0 36 55.6
 FR0158
 FR0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0158!SPC AZ C     -   0.99966830  x   0.99990227  =   0.99957060
 FR0158!UTM  12      -   0.99966830  x   0.99971585  =   0.99938424
 FR0158
 FR0158|---------------------------------------------------------------------|
 FR0158| PID    Reference Object                     Distance      Geod. Az  |
 FR0158|                                                           dddmmss.s |
 FR0158| FR0159 PORT RM 1                            24.135 METERS 09243     |
 FR0158| FR0154 NEAL                                APPROX. 3.5 KM 2581448.7 |
 FR0158| FR0157 PORT RM 2                            26.118 METERS 30930     |
 FR0158|---------------------------------------------------------------------|
 FR0158
 FR0158                          SUPERSEDED SURVEY CONTROL
 FR0158
 FR0158  NAD 83(1986)-  35 15 50.62671(N)    112 03 57.30821(W) AD(       ) 2
 FR0158  NAD 27      -  35 15 50.58410(N)    112 03 54.72480(W) AD(       ) 2
 FR0158  NGVD 29 (??/??/92) 2136.418  (m)         7009.23   (f) ADJ UNCH    2 0
 FR0158
 FR0158.Superseded values are not recommended for survey control.
 FR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0158.See file dsdata.txt to determine how the superseded data were derived.
 FR0158
 FR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0304502848(NAD 83)
 FR0158_MARKER: DS = TRIANGULATION STATION DISK
 FR0158_SETTING: 80 = SET IN A BOULDER
 FR0158_SP_SET: BOULDER
 FR0158_STAMPING: PORT 1958
 FR0158_MARK LOGO: CGS   
 FR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0158+STABILITY: SURFACE MOTION
 FR0158
 FR0158  HISTORY     - Date     Condition        Report By
 FR0158  HISTORY     - 1958     MONUMENTED       CGS
 FR0158  HISTORY     - 1958     GOOD             CGS
 FR0158  HISTORY     - 1972     GOOD             LAWPC
 FR0158  HISTORY     - 1982     POOR             NGS
 FR0158
 FR0158                          STATION DESCRIPTION
 FR0158
 FR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0158'THE STATION IS LOCATED ABOUT 7 MILES EAST OF WILLIAMS ON THE
 FR0158'NORTH SIDE OF U.S. HIGHWAY 66 AND 89.
 FR0158'
 FR0158'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS, GO
 FR0158'EAST ON U.S. HIGHWAY 66 AND 89 FOR 2.3 MILES TO THEIR JUNCTION
 FR0158'WITH STATE HIGHWAY 64, CONTINUE EAST ON U.S. HIGHWAY 66 AND
 FR0158'89 FOR 4.95 MILES TO THE TOP OF A LOW RIDGE AND THE STATION
 FR0158'ON THE LEFT.
 FR0158'
 FR0158'THE STATION IS A STANDARD DISK, STAMPED PORT 1958, CEMENTED
 FR0158'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS
 FR0158'68 FEET NORTH OF A FENCE AND 22.5 FEET NORTH OF A WITNESS
 FR0158'POST.
 FR0158'
 FR0158'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED PORT NO 1
 FR0158'1958, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FR0158'1 FOOT.  IT IS SET ON THE NORTHEAST SLOPE OF THE HILL, 76
 FR0158'FEET EAST OF A WITNESS POST, 38 FEET NORTH OF A FENCE AND
 FR0158'ABOUT 3 FEET LOWER THAN THE STATION.
 FR0158'
 FR0158'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED PORT NO 2
 FR0158'1958, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 FR0158'INCHES.  IT IS SET ON THE NORTHWEST SLOPE OF THE HILL, 150
 FR0158'FEET NORTH OF A FENCE AND ABOUT 4 FEET LOWER THAN THE STATION.
 FR0158
 FR0158                          STATION RECOVERY (1958)
 FR0158
 FR0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0158'7.0 MI E FROM WILLIAMS.
 FR0158'7.25 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0158'WILLIAMS, 68 FEET NORTH OF A FENCE, 22 FEET NORTH OF A WITNESS POST
 FR0158'AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 FR0158
 FR0158                          STATION RECOVERY (1972)
 FR0158
 FR0158'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 FR0158'STATION RECOVERED IN GOOD CONDITION.
 FR0158
 FR0158                          STATION RECOVERY (1982)
 FR0158
 FR0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0158'RECOVERED IN GOOD CONDITION. SMALL BOULDER LOOSE IN GROUND, NOT
 FR0158'LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0993 ***********************************************************************
 DU0993  DESIGNATION -  PORT
 DU0993  PID         -  DU0993
 DU0993  STATE/COUNTY-  AZ/MARICOPA
 DU0993  USGS QUAD   -  GUADALUPE (1982)
 DU0993
 DU0993                         *CURRENT SURVEY CONTROL
 DU0993  ___________________________________________________________________
 DU0993* NAD 83(1992)-  33 16 42.02814(N)    111 57 57.09876(W)     ADJUSTED  
 DU0993* NAVD 88     -       351.05   (+/-2cm)    1151.7    (feet)  VERTCON   
 DU0993  ___________________________________________________________________
 DU0993  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DU0993  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0993  HORZ ORDER  -  SECOND
 DU0993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0993
 DU0993.The horizontal coordinates were established by classical geodetic methods
 DU0993.and adjusted by the National Geodetic Survey in August 1993.
 DU0993
 DU0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0993.The vertical order pertains to the NGVD 29 superseded value.
 DU0993
 DU0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0993
 DU0993.The geoid height was determined by GEOID03.
 DU0993
 DU0993;                    North         East     Units Scale Factor Converg.
 DU0993;SPC AZ C     -   252,619.499   208,777.601   MT  0.99990026   -0 01 37.2
 DU0993;SPC AZ C     -   828,804.13    684,965.88   iFT  0.99990026   -0 01 37.2
 DU0993;UTM  12      - 3,682,560.566   410,055.972   MT  0.99969974   -0 31 48.0
 DU0993
 DU0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0993!SPC AZ C     -   0.99994957  x   0.99990026  =   0.99984984
 DU0993!UTM  12      -   0.99994957  x   0.99969974  =   0.99964933
 DU0993
 DU0993|---------------------------------------------------------------------|
 DU0993| PID    Reference Object                     Distance      Geod. Az  |
 DU0993|                                                           dddmmss.s |
 DU0993| DU0994 PORT RM 1                            45.717 METERS 05729     |
 DU0993| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.12.2 KM 0782206.8 |
 DU0993| DU2159 CHANDLER NEW MUNICIPAL TANK         APPROX.12.2 KM 0782801.2 |
 DU0993| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX.10.4 KM 1130231.6 |
 DU0993| DU0995 PORT RM 2                            20.230 METERS 14646     |
 DU0993| DU0996 C 414                                              1465927.2 |
 DU0993| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.11.0 KM 3033953.9 |
 DU0993|---------------------------------------------------------------------|
 DU0993
 DU0993                          SUPERSEDED SURVEY CONTROL
 DU0993
 DU0993  NAD 83(1986)-  33 16 42.02180(N)    111 57 57.10322(W) AD(       ) 2
 DU0993  NAD 27      -  33 16 41.84420(N)    111 57 54.58910(W) AD(       ) 2
 DU0993  NGVD 29 (??/??/92)  350.502  (m)         1149.94   (f) ADJ UNCH    2 0
 DU0993
 DU0993.Superseded values are not recommended for survey control.
 DU0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0993.See file dsdata.txt to determine how the superseded data were derived.
 DU0993
 DU0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1005682561(NAD 83)
 DU0993_MARKER: DE = TRAVERSE STATION DISK
 DU0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0993_STAMPING: PORT 1962
 DU0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0993+STABILITY: SURFACE MOTION
 DU0993
 DU0993  HISTORY     - Date     Condition        Report By
 DU0993  HISTORY     - 1962     MONUMENTED       CGS
 DU0993  HISTORY     - 1962     GOOD             CGS
 DU0993  HISTORY     - 1972     GOOD             AZHD
 DU0993  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DU0993
 DU0993                          STATION DESCRIPTION
 DU0993
 DU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU0993'THE STATION IS LOCATED ABOUT 7 MILES WEST-SOUTHWEST OF CHANDLER,
 DU0993'ABOUT 6-1/2 MILES SOUTH OF GUADALUPE, ABOUT 1/4 MILE EAST OF A
 DU0993'SURFACED ROAD AND IS SET IN THE CENTER LINE OF PROPOSED INTERSTATE
 DU0993'HIGHWAY.
 DU0993'
 DU0993'TO REACH THE STATION FROM THE JUNCTION OF EAST BASELINE ROAD
 DU0993'AND SOUTH 56TH STREET, ABOUT 1/4 MILE NORTH OF GUADALUPE.  GO
 DU0993'SOUTH ON 56TH STREET FOR 0.4 MILE TO THE POST OFFICE IN GUADALUPE,
 DU0993'CONTINUE SOUTH ON 56TH STREET FOR 4.65 MILES TO A T ROAD, TURN
 DU0993'LEFT, GO EAST ON WILLIAMS FIELD ROAD FOR 0.15 MILE TO A SIDE ROAD
 DU0993'RIGHT, TURN RIGHT, GO SOUTH FOR 1.95 MILES TO A DIM TRACK ROAD
 DU0993'LEFT, TURN LEFT OFF ROAD, THENCE LEFT AND GO NORTH FOR 0.1
 DU0993'MILE, TURN RIGHT AND FOLLOW CLEARED LINE SOUTHEAST FOR 0.2
 DU0993'MILE TO THE STATION.
 DU0993'
 DU0993'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DU0993'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES AND IS STAMPED
 DU0993'PORT 1962.  THE MARK IS SET IN THE CENTER LINE OF THE PROPOSED
 DU0993'HIGHWAY AND IS 2.6 FEET SOUTHWEST OF WITNESS POST.
 DU0993'
 DU0993'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DU0993'ROUND CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES AND IS
 DU0993'STAMPED PORT NO 1 1962.  THE MARK IS 147.9 FEET NORTHEAST OF
 DU0993'WITNESS POST AND 1 FOOT SOUTHWEST OF A YELLOW 2 X 4 WITNESS POST.
 DU0993'
 DU0993'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DU0993'ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 DU0993'STAMPED PORT NO 2 1962.  THE MARK IS SET IN THE CENTER OF
 DU0993'PROPOSED HIGHWAY, 65.0 FEET SOUTHEAST OF WITNESS POST AND 1
 DU0993'FOOT NORTHWEST OF A YELLOW 2 X 4 WITNESS POST.
 DU0993'
 DU0993'AZIMUTH MARK, A STANDARD U.S.C. AND G.S. BENCH MARK SET IN TOP OF
 DU0993'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DU0993'STAMPED C 414 1962.  THE MARK IS 29.5 FEET SOUTHEAST OF AN
 DU0993'ARIZONA HIGHWAY DEPARTMENT SURVEY MARK (POT 949 4501), 26.0
 DU0993'FEET SOUTHEAST OF (AHD) WITNESS POST AND 3.2 FEET NORTH OF
 DU0993'WITNESS POST.
 DU0993'
 DU0993'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR
 DU0993'0.55 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 DU0993
 DU0993                          STATION RECOVERY (1962)
 DU0993
 DU0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DU0993'9.1 MI SW FROM CHANDLER.
 DU0993'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0993'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0993'SOUTHWEST ALONG AN ASPHALT PAVED ROAD TO MARICOPA, THENCE 0.2 MILES
 DU0993'SOUTHEAST ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE
 DU0993'MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 7 FEET NORTHEAST OF THE CENTER
 DU0993'OF THE TRACK ROAD, 2.6 FEET WEST OF A METAL WITNESS POST, AND SET IN
 DU0993'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0993
 DU0993                          STATION RECOVERY (1972)
 DU0993
 DU0993'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU0993'GENERAL LOCATION--ARIZONA HWY SURVEY, PAPAGO FREEWAY (EHRENBERG
 DU0993'TO PHOENIX TO CASA GRANDE)
 DU0993'
 DU0993'TO REACH--AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DU0993'
 DU0993'STATION MARK--STD USC AND GS B.C. STAMPED PORT 1962., R.M.S
 DU0993'NOT OBSERVED.
 DU0993
 DU0993                          STATION RECOVERY (2007)
 DU0993
 DU0993'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0378 ***********************************************************************
 ER0378  DESIGNATION -  PORT
 ER0378  PID         -  ER0378
 ER0378  STATE/COUNTY-  AZ/APACHE
 ER0378  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0378
 ER0378                         *CURRENT SURVEY CONTROL
 ER0378  ___________________________________________________________________
 ER0378* NAD 83(1992)-  34 07 53.49458(N)    109 18 20.08983(W)     ADJUSTED  
 ER0378* NAVD 88     -      2142.577  (meters)    7029.44   (feet)  ADJUSTED  
 ER0378  ___________________________________________________________________
 ER0378  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 ER0378  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0378  DYNAMIC HT  -        2139.247 (meters)    7018.51  (feet)  COMP
 ER0378  MODELED GRAV-     979,005.0   (mgal)                       NAVD 88
 ER0378
 ER0378  HORZ ORDER  -  SECOND
 ER0378  VERT ORDER  -  FIRST     CLASS II
 ER0378
 ER0378.The horizontal coordinates were established by classical geodetic methods
 ER0378.and adjusted by the National Geodetic Survey in August 1993.
 ER0378
 ER0378.The orthometric height was determined by differential leveling
 ER0378.and adjusted in June 1991.
 ER0378
 ER0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0378
 ER0378.The geoid height was determined by GEOID03.
 ER0378
 ER0378.The dynamic height is computed by dividing the NAVD 88
 ER0378.geopotential number by the normal gravity value computed on the
 ER0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0378.degrees latitude (g = 980.6199 gals.).
 ER0378
 ER0378.The modeled gravity was interpolated from observed gravity values.
 ER0378
 ER0378;                    North         East     Units Scale Factor Converg.
 ER0378;SPC AZ E     -   347,576.635   292,781.617   MT  0.99997773   +0 28 59.4
 ER0378;SPC AZ E     - 1,140,343.29    960,569.61   iFT  0.99997773   +0 28 59.4
 ER0378;UTM  12      - 3,778,036.029   656,242.892   MT  0.99990093   +0 57 03.3
 ER0378
 ER0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0378!SPC AZ E     -   0.99966730  x   0.99997773  =   0.99964504
 ER0378!UTM  12      -   0.99966730  x   0.99990093  =   0.99956827
 ER0378
 ER0378|---------------------------------------------------------------------|
 ER0378| PID    Reference Object                     Distance      Geod. Az  |
 ER0378|                                                           dddmmss.s |
 ER0378| CD2512 AIRPORT ROAD STA 56+62.65 POT         6.540 METERS 08320     |
 ER0378| ER0379 PORT RM 2                            10.853 METERS 26202     |
 ER0378| ER0486 VIEW                                APPROX. 4.6 KM 3053133.5 |
 ER0378|---------------------------------------------------------------------|
 ER0378
 ER0378                          SUPERSEDED SURVEY CONTROL
 ER0378
 ER0378  NAD 83(1986)-  34 07 53.49311(N)    109 18 20.09593(W) AD(       ) 2
 ER0378  NAD 27      -  34 07 53.32478(N)    109 18 17.78364(W) AD(       ) 2
 ER0378  NGVD 29 (07/19/86) 2141.4    (m)         7026.     (f) VERT ANG    3  
 ER0378
 ER0378.Superseded values are not recommended for survey control.
 ER0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0378.See file dsdata.txt to determine how the superseded data were derived.
 ER0378
 ER0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5624378036(NAD 83)
 ER0378_MARKER: DS = TRIANGULATION STATION DISK
 ER0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0378_SP_SET: CONCRETE POST
 ER0378_STAMPING: PORT 1978
 ER0378_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0378+STABILITY: SURFACE MOTION
 ER0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0378+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 ER0378
 ER0378  HISTORY     - Date     Condition        Report By
 ER0378  HISTORY     - 1978     MONUMENTED       AZDT
 ER0378  HISTORY     - 1980     GOOD             NGS
 ER0378  HISTORY     - 20050727 GOOD             USPSQD
 ER0378
 ER0378                          STATION DESCRIPTION
 ER0378
 ER0378'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0378'THE STATION IS LOCATED ABOUT 1 MILE WEST OF SPRINGERVILLE AT THE
 ER0378'SPRINGERVILLE-EAGER MUNICIPAL AIRPORT 500 FEET SOUTHEAST OF THE
 ER0378'HANGER.
 ER0378'
 ER0378'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---PORT 1978---SET IN
 ER0378'A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS 30 FEET WEST OF
 ER0378'A HWY. R/W STATION ON THE AIRPORT RD., 0.08 MILE SOUTHEAST OF HANGER
 ER0378'AND MARKED WITH A WITNESS POST AND SIGN 2.4 FEET NORTH OF STATION.
 ER0378'
 ER0378'REFERENCE MARK 1 IS AN AHD BRASS CAP STAMPED---EL. 7027.46 STA.
 ER0378'56+62.65 POT 1957---SET IN A CONCRETE POST.  THE MARK IS 21.5 FEET
 ER0378'EAST-SOUTHEAST OF A R/W ANGLE IRON.
 ER0378'
 ER0378'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---PORT RM 2
 ER0378'1978---SET IN AN 10 INCH DIAMETER CONCRETE MONUMENT 32.3 FEET NORTH OF
 ER0378'AIRPORT RD. CENTERLINE.
 ER0378'
 ER0378'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 180-666 AND
 ER0378'60 AND ARIZONA HWY. 260 IN SPRINGERVILLE, TRAVEL SOUTH ON HWY. 260 FOR
 ER0378'0.26 MILE TO AIRPORT RD., TURN RIGHT ON AIRPORT RD. AND GO 1.09 MILE
 ER0378'TO STATION ON THE RIGHT.
 ER0378
 ER0378                          STATION RECOVERY (1980)
 ER0378
 ER0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0378'3.9 KM NW FROM EAGAR.
 ER0378'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 180 B FROM THE
 ER0378'POST OFFICE IN EAGAR, THENCE 1.8 KM (1.1 MI) WEST ALONG
 ER0378'AIRPORT ROAD, 1.0 KM (0.6 MI) WEST OF THE WEST END OF A
 ER0378'BRIDGE OVER THE LITTLE COLORADO RIVER, 0.3 KM (0.2 MI)
 ER0378'NORTHEAST OF THE SPRINGERVILLE-EAGAR MUNICIPAL AIRPORT, AT A TRACK
 ER0378'ROAD LEADING NORTH, 17.4 METERS (57.0 FT) WEST OF THE CENTER OF THE
 ER0378'TRACK ROAD, 10.7 METERS (35.2 FT) EAST OF RM 2 AND 9.9 METERS
 ER0378'(32.5 FT) NORTH OF THE CENTER OF THE ROAD.
 ER0378'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 ER0378'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ER0378
 ER0378                          STATION RECOVERY (2005)
 ER0378
 ER0378'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0378'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0387 ***********************************************************************
 CF0387  DESIGNATION -  PORT
 CF0387  PID         -  CF0387
 CF0387  STATE/COUNTY-  AZ/COCHISE
 CF0387  USGS QUAD   -  DOUGLAS NE (1978)
 CF0387
 CF0387                         *CURRENT SURVEY CONTROL
 CF0387  ___________________________________________________________________
 CF0387* NAD 83(1992)-  31 27 23.10316(N)    109 36 35.43483(W)     ADJUSTED  
 CF0387* NAVD 88     -      1244.72   (+/-2cm)    4083.7    (feet)  VERTCON   
 CF0387  ___________________________________________________________________
 CF0387  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CF0387  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CF0387  HORZ ORDER  -  SECOND
 CF0387  VERT ORDER  -  THIRD ? (See Below)
 CF0387
 CF0387.The horizontal coordinates were established by classical geodetic methods
 CF0387.and adjusted by the National Geodetic Survey in August 1993.
 CF0387
 CF0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0387.The vertical order pertains to the NGVD 29 superseded value.
 CF0387
 CF0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0387
 CF0387.The geoid height was determined by GEOID03.
 CF0387
 CF0387;                    North         East     Units Scale Factor Converg.
 CF0387;SPC AZ E     -    50,733.697   266,279.153   MT  0.99993453   +0 17 26.1
 CF0387;SPC AZ E     -   166,449.14    873,619.27   iFT  0.99993453   +0 17 26.1
 CF0387;UTM  12      - 3,481,022.542   632,082.459   MT  0.99981518   +0 43 32.0
 CF0387
 CF0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0387!SPC AZ E     -   0.99980887  x   0.99993453  =   0.99974342
 CF0387!UTM  12      -   0.99980887  x   0.99981518  =   0.99962409
 CF0387
 CF0387|---------------------------------------------------------------------|
 CF0387| PID    Reference Object                     Distance      Geod. Az  |
 CF0387|                                                           dddmmss.s |
 CF0387| CS5438 PORT RM 1                             8.761 METERS 05359     |
 CF0387| CS5439 PORT RM 2                            10.695 METERS 14123     |
 CF0387|---------------------------------------------------------------------|
 CF0387
 CF0387                          SUPERSEDED SURVEY CONTROL
 CF0387
 CF0387  NAD 83(1986)-  31 27 23.10093(N)    109 36 35.42107(W) AD(       ) 2
 CF0387  NGVD 29 (03/13/91) 1243.86   (m)         4080.9    (f) LEVELING    3  
 CF0387
 CF0387.Superseded values are not recommended for survey control.
 CF0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0387.See file dsdata.txt to determine how the superseded data were derived.
 CF0387
 CF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3208281023(NAD 83)
 CF0387_MARKER: DS = TRIANGULATION STATION DISK
 CF0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0387_MARK LOGO: AZDT  
 CF0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0387+STABILITY: SURFACE MOTION
 CF0387
 CF0387  HISTORY     - Date     Condition        Report By
 CF0387  HISTORY     - 1982     MONUMENTED       AZDT
 CF0387  HISTORY     - 19960511 GOOD             CHANCE
 CF0387
 CF0387                          STATION DESCRIPTION
 CF0387
 CF0387'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0387'THE STATION IS LOCATED ABOUT 6 MILES NORTH NORTHWEST OF DOUGLAS,
 CF0387'ARIZONA, BESIDE U.S.666 IN COCHISE COUNTY.
 CF0387'
 CF0387'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS ON THE CORNER OF
 CF0387'10TH STREET AND  F  STREET, TRAVEL WEST 1 BLOCK TO  G  STREET, WHICH
 CF0387'IS U.S. HWY 80.  TURN RIGHT AND TRAVEL ON U.S. 80 FOR 1.8 MILES TO A
 CF0387'JUNCTION WITH U.S. HWY 666.  TURN RIGHT AND TRAVEL NORTH ON U.S. 666
 CF0387'FOR 6.7 MILES TO THE DOUGLAS-BISBEE AIRPORT RD.  TURN RIGHT CROSSING
 CF0387'CATTLE GUARD, THEN MAKE AN IMMEDIATE LEFT TURN AND PROCEED NORTH
 CF0387'ON AN UNPAVED FRONTAGE ROAD FOR 0.95 MILE TO THE STATION ON THE RIGHT.
 CF0387'
 CF0387'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---PORT 1982---
 CF0387'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CF0387'SET LEVEL WITH THE GROUND ON A SMALL MOUND THAT IS 191 FEET EAST
 CF0387'OF RIGHT OF WAY FENCE.  IT IS 3 FEET SSW OF A WITNESS POST AND 60.2 SE
 CF0387'OF A UNNUMBERED POWER POLE.   THE UNDERGROUND DISK IS SET IN AN
 CF0387'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE MARK.
 CF0387'
 CF0387'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---PORT RM 1---SET
 CF0387'IN TOP OF A 12 INCH CONCRETE POST LEVEL WITH THE GROUND.
 CF0387'
 CF0387'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---PORT RM 2---SET
 CF0387'IN TOP OF A 12 INCH CONCRETE POST LEVEL WITH THE GROUND.
 CF0387'
 CF0387'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE USC+GS TAYLOR.
 CF0387
 CF0387                          STATION RECOVERY (1996)
 CF0387
 CF0387'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CF0387'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN GOOD CONDITION.  A NEW AND
 CF0387'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY
 CF0387'32.0 KM (19.90 MI) EAST OF BISBEE, 9.7 KM (6.00 MI) NORTH OF DOUGLAS,
 CF0387'AND 14.5 KM (9.00 MI) SOUTH OF MCNEIL NEAR THE BISBEE-DOUGLAS
 CF0387'INTERNATIONAL AIRPORT.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 CF0387'SULGUR - FBO, PHONE (520) 364-2771  TO REACH THE STATION FROM THE
 CF0387'INTERSECTION OF STATE HIGHWAY 80 AND US HIGHWAY 191 WEST OF DOUGLAS,
 CF0387'GO NORTH ON US HIGHWAY 191 FOR 10.9 KM (6.75 MI) TO THE ROAD LEADING
 CF0387'TO THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT AND TO THE PRISON
 CF0387'FACILITIES ON THE RIGHT.  TURN RIGHT AND PROCEED NORTHEAST ON THE ROAD
 CF0387'LEADING TO THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT CROSSING A CATTLE
 CF0387'GUARD.  MAKE AN IMMEDIATE LEFT AFTER THE CATTLE GUARD AND PROCEED
 CF0387'NORTH ON A FRONTAGE ROAD FOR 1.5 KM (0.95 MI) TO THE STATION ON THE
 CF0387'RIGHT THE STATION IS A STANDARD ALUMINUM DISK SET INTO THE TOP OF A
 CF0387'12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND  THE STATION IS
 CF0387'LOCATED 58.2 M (190.9 FT) EAST OF A RIGHT-OF-WAY FENCE AND 0.9 M (3.0
 CF0387'FT) SOUTH-SOUTHWEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0159 ***********************************************************************
 FR0159  DESIGNATION -  PORT RM 1
 FR0159  PID         -  FR0159
 FR0159  STATE/COUNTY-  AZ/COCONINO
 FR0159  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0159
 FR0159                         *CURRENT SURVEY CONTROL
 FR0159  ___________________________________________________________________
 FR0159* NAD 83(1986)-  35 15 50.     (N)    112 03 57.     (W)     SCALED    
 FR0159* NAVD 88     -      2136.096  (meters)    7008.18   (feet)  ADJUSTED  
 FR0159  ___________________________________________________________________
 FR0159  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FR0159  DYNAMIC HT  -        2133.082 (meters)    6998.29  (feet)  COMP
 FR0159  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 FR0159
 FR0159  VERT ORDER  -  SECOND    CLASS 0
 FR0159
 FR0159.The horizontal coordinates were scaled from a topographic map and have
 FR0159.an estimated accuracy of +/- 6 seconds.
 FR0159
 FR0159.The orthometric height was determined by differential leveling
 FR0159.and adjusted in June 1991.
 FR0159
 FR0159.The geoid height was determined by GEOID03.
 FR0159
 FR0159.The dynamic height is computed by dividing the NAVD 88
 FR0159.geopotential number by the normal gravity value computed on the
 FR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0159.degrees latitude (g = 980.6199 gals.).
 FR0159
 FR0159.The modeled gravity was interpolated from observed gravity values.
 FR0159
 FR0159;                    North         East    Units  Estimated Accuracy
 FR0159;SPC AZ C     -   472,860.      199,790.      MT  (+/- 180 meters Scaled)
 FR0159
 FR0159                          SUPERSEDED SURVEY CONTROL
 FR0159
 FR0159  NGVD 29 (??/??/92) 2135.098  (m)         7004.90   (f) ADJ UNCH    2 0
 FR0159
 FR0159.Superseded values are not recommended for survey control.
 FR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0159.See file dsdata.txt to determine how the superseded data were derived.
 FR0159
 FR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE030028(NAD 83)
 FR0159_MARKER: DR = REFERENCE MARK DISK
 FR0159_SETTING: 80 = SET IN A BOULDER
 FR0159_SP_SET: BOULDER
 FR0159_STAMPING: PORT NO 1 1958
 FR0159_MARK LOGO: CGS   
 FR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0159+STABILITY: SURFACE MOTION
 FR0159
 FR0159  HISTORY     - Date     Condition        Report By
 FR0159  HISTORY     - 1958     MONUMENTED       CGS
 FR0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0159
 FR0159                          STATION DESCRIPTION
 FR0159
 FR0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0159'7.0 MI E FROM WILLIAMS.
 FR0159'7.25 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0159'WILLIAMS, 76 FEET EAST OF A WITNESS POST, 38 FEET NORTH OF A FENCE, ON
 FR0159'THE NORTHEAST SLOPE OF A HILL AND CEMENTED IN A DRILL HOLE IN A
 FR0159'BOULDER THAT PROJECTS 1 FOOT.
 FR0159
 FR0159                          STATION RECOVERY (1982)
 FR0159
 FR0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0159'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0994 ***********************************************************************
 DU0994  DESIGNATION -  PORT RM 1
 DU0994  PID         -  DU0994
 DU0994  STATE/COUNTY-  AZ/MARICOPA
 DU0994  USGS QUAD   -  GUADALUPE (1982)
 DU0994
 DU0994                         *CURRENT SURVEY CONTROL
 DU0994  ___________________________________________________________________
 DU0994* NAD 83(1986)-  33 16 41.     (N)    111 57 57.     (W)     SCALED    
 DU0994* NAVD 88     -       350.87   (+/-2cm)    1151.1    (feet)  VERTCON   
 DU0994  ___________________________________________________________________
 DU0994  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0994
 DU0994.The horizontal coordinates were scaled from a topographic map and have
 DU0994.an estimated accuracy of +/- 6 seconds.
 DU0994
 DU0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0994.The vertical order pertains to the NGVD 29 superseded value.
 DU0994
 DU0994.The geoid height was determined by GEOID03.
 DU0994
 DU0994;                    North         East    Units  Estimated Accuracy
 DU0994;SPC AZ C     -   252,590.      208,780.      MT  (+/- 180 meters Scaled)
 DU0994
 DU0994                          SUPERSEDED SURVEY CONTROL
 DU0994
 DU0994  NGVD 29 (??/??/92)  350.318  (m)         1149.34   (f) ADJ UNCH    2 0
 DU0994
 DU0994.Superseded values are not recommended for survey control.
 DU0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0994.See file dsdata.txt to determine how the superseded data were derived.
 DU0994
 DU0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB100825(NAD 83)
 DU0994_MARKER: DR = REFERENCE MARK DISK
 DU0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0994_STAMPING: PORT NO 1 1962
 DU0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0994+STABILITY: SURFACE MOTION
 DU0994
 DU0994  HISTORY     - Date     Condition        Report By
 DU0994  HISTORY     - 1962     MONUMENTED       CGS
 DU0994  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DU0994
 DU0994                          STATION DESCRIPTION
 DU0994
 DU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0994'9.1 MI SW FROM CHANDLER.
 DU0994'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0994'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0994'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 0.2 MILE SOUTHEAST
 DU0994'ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE MEDIAN STRIP OF
 DU0994'INTERSTATE HIGHWAY 10, 158 NORTHEAST OF THE CENTER OF THE TRACK ROAD,
 DU0994'150.6 FEET NORTHEAST OF TRAVERSE STATION PORT, 148.7 FEET NORTHEAST OF
 DU0994'A METAL WITNESS POST, 1.0 FOOT SOUTHWEST OF A YELLOW PAINTED 2 BY 4
 DU0994'WOODEN POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0994
 DU0994                          STATION RECOVERY (2007)
 DU0994
 DU0994'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0157 ***********************************************************************
 FR0157  DESIGNATION -  PORT RM 2
 FR0157  PID         -  FR0157
 FR0157  STATE/COUNTY-  AZ/COCONINO
 FR0157  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0157
 FR0157                         *CURRENT SURVEY CONTROL
 FR0157  ___________________________________________________________________
 FR0157* NAD 83(1986)-  35 15 50.     (N)    112 03 57.     (W)     SCALED    
 FR0157* NAVD 88     -      2135.300  (meters)    7005.56   (feet)  ADJUSTED  
 FR0157  ___________________________________________________________________
 FR0157  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FR0157  DYNAMIC HT  -        2132.287 (meters)    6995.68  (feet)  COMP
 FR0157  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 FR0157
 FR0157  VERT ORDER  -  SECOND    CLASS 0
 FR0157
 FR0157.The horizontal coordinates were scaled from a topographic map and have
 FR0157.an estimated accuracy of +/- 6 seconds.
 FR0157
 FR0157.The orthometric height was determined by differential leveling
 FR0157.and adjusted in June 1991.
 FR0157
 FR0157.The geoid height was determined by GEOID03.
 FR0157
 FR0157.The dynamic height is computed by dividing the NAVD 88
 FR0157.geopotential number by the normal gravity value computed on the
 FR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0157.degrees latitude (g = 980.6199 gals.).
 FR0157
 FR0157.The modeled gravity was interpolated from observed gravity values.
 FR0157
 FR0157;                    North         East    Units  Estimated Accuracy
 FR0157;SPC AZ C     -   472,860.      199,790.      MT  (+/- 180 meters Scaled)
 FR0157
 FR0157                          SUPERSEDED SURVEY CONTROL
 FR0157
 FR0157  NGVD 29 (??/??/92) 2134.301  (m)         7002.29   (f) ADJ UNCH    2 0
 FR0157
 FR0157.Superseded values are not recommended for survey control.
 FR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0157.See file dsdata.txt to determine how the superseded data were derived.
 FR0157
 FR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE030028(NAD 83)
 FR0157_MARKER: DR = REFERENCE MARK DISK
 FR0157_SETTING: 80 = SET IN A BOULDER
 FR0157_SP_SET: BOULDER
 FR0157_STAMPING: PORT NO 2 1958
 FR0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0157+STABILITY: SURFACE MOTION
 FR0157
 FR0157  HISTORY     - Date     Condition        Report By
 FR0157  HISTORY     - 1958     MONUMENTED       CGS
 FR0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0157
 FR0157                          STATION DESCRIPTION
 FR0157
 FR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0157'7.0 MI E FROM WILLIAMS.
 FR0157'7.25 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0157'WILLIAMS, 150 FEET NORTH OF A FENCE AND SET ON THE NORTHWEST SLOPE OF
 FR0157'A HILL, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 FR0157
 FR0157                          STATION RECOVERY (1982)
 FR0157
 FR0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0157'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0995 ***********************************************************************
 DU0995  DESIGNATION -  PORT RM 2
 DU0995  PID         -  DU0995
 DU0995  STATE/COUNTY-  AZ/MARICOPA
 DU0995  USGS QUAD   -  GUADALUPE (1982)
 DU0995
 DU0995                         *CURRENT SURVEY CONTROL
 DU0995  ___________________________________________________________________
 DU0995* NAD 83(1986)-  33 16 41.     (N)    111 57 57.     (W)     SCALED    
 DU0995* NAVD 88     -       351.15   (+/-2cm)    1152.1    (feet)  VERTCON   
 DU0995  ___________________________________________________________________
 DU0995  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0995
 DU0995.The horizontal coordinates were scaled from a topographic map and have
 DU0995.an estimated accuracy of +/- 6 seconds.
 DU0995
 DU0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0995.The vertical order pertains to the NGVD 29 superseded value.
 DU0995
 DU0995.The geoid height was determined by GEOID03.
 DU0995
 DU0995;                    North         East    Units  Estimated Accuracy
 DU0995;SPC AZ C     -   252,590.      208,780.      MT  (+/- 180 meters Scaled)
 DU0995
 DU0995                          SUPERSEDED SURVEY CONTROL
 DU0995
 DU0995  NGVD 29 (??/??/92)  350.606  (m)         1150.28   (f) ADJ UNCH    2 0
 DU0995
 DU0995.Superseded values are not recommended for survey control.
 DU0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0995.See file dsdata.txt to determine how the superseded data were derived.
 DU0995
 DU0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB100825(NAD 83)
 DU0995_MARKER: DR = REFERENCE MARK DISK
 DU0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0995_STAMPING: PORT NO 2 1962
 DU0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0995+STABILITY: SURFACE MOTION
 DU0995
 DU0995  HISTORY     - Date     Condition        Report By
 DU0995  HISTORY     - 1962     MONUMENTED       CGS
 DU0995  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DU0995
 DU0995                          STATION DESCRIPTION
 DU0995
 DU0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU0995'9.1 MI SW FROM CHANDLER.
 DU0995'7.1 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE SOUTHERN PACIFIC
 DU0995'CO. RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.8
 DU0995'MILES SOUTHWEST ALONG AN ASPHALT PAVED ROAD, THENCE 0.2 MILE SOUTHEAST
 DU0995'ALONG A TRACK ROAD WHICH IS THE PROPOSED CENTER OF THE MEDIAN, STRIP
 DU0995'OF INTERSTATE HIGHWAY 10, 7 FEET NORTHEAST OF THE CENTER OF THE TRACK
 DU0995'ROAD, 66.4 FEET SOUTHEAST OF TRAVERSE STATION PORT, 65.0 FEET
 DU0995'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT NORTHWEST OF A YELLOW
 DU0995'PAINTED 2 BY 4 WOODEN POST, AND SET IN TOP OF A CONCRETE POST
 DU0995'PROJECTING 2 INCHES.
 DU0995
 DU0995                          STATION RECOVERY (2007)
 DU0995
 DU0995'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0379 ***********************************************************************
 ER0379  DESIGNATION -  PORT RM 2
 ER0379  PID         -  ER0379
 ER0379  STATE/COUNTY-  AZ/APACHE
 ER0379  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0379
 ER0379                         *CURRENT SURVEY CONTROL
 ER0379  ___________________________________________________________________
 ER0379* NAD 83(1986)-  34 07 53.     (N)    109 18 21.     (W)     SCALED    
 ER0379* NAVD 88     -      2142.525  (meters)    7029.27   (feet)  ADJUSTED  
 ER0379  ___________________________________________________________________
 ER0379  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0379  DYNAMIC HT  -        2139.195 (meters)    7018.34  (feet)  COMP
 ER0379  MODELED GRAV-     979,004.9   (mgal)                       NAVD 88
 ER0379
 ER0379  VERT ORDER  -  FIRST     CLASS II
 ER0379
 ER0379.The horizontal coordinates were scaled from a topographic map and have
 ER0379.an estimated accuracy of +/- 6 seconds.
 ER0379
 ER0379.The orthometric height was determined by differential leveling
 ER0379.and adjusted in June 1991.
 ER0379
 ER0379.The geoid height was determined by GEOID03.
 ER0379
 ER0379.The dynamic height is computed by dividing the NAVD 88
 ER0379.geopotential number by the normal gravity value computed on the
 ER0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0379.degrees latitude (g = 980.6199 gals.).
 ER0379
 ER0379.The modeled gravity was interpolated from observed gravity values.
 ER0379
 ER0379;                    North         East    Units  Estimated Accuracy
 ER0379;SPC AZ E     -   347,560.      292,760.      MT  (+/- 180 meters Scaled)
 ER0379
 ER0379                          SUPERSEDED SURVEY CONTROL
 ER0379
 ER0379.No superseded survey control is available for this station.
 ER0379
 ER0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC562780(NAD 83)
 ER0379_MARKER: DR = REFERENCE MARK DISK
 ER0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0379_SP_SET: CONCRETE POST
 ER0379_STAMPING: PORT RM 2 1978
 ER0379_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0379+STABILITY: SURFACE MOTION
 ER0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0379+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 ER0379
 ER0379  HISTORY     - Date     Condition        Report By
 ER0379  HISTORY     - 1978     MONUMENTED       AZDT
 ER0379  HISTORY     - 1980     GOOD             NGS
 ER0379  HISTORY     - 20050727 GOOD             USPSQD
 ER0379
 ER0379                          STATION DESCRIPTION
 ER0379
 ER0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0379'3.9 KM NW FROM EAGAR.
 ER0379'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 180 B FROM THE
 ER0379'POST OFFICE IN EAGAR, THENCE 1.8 KM (1.1 MI) WEST ALONG
 ER0379'AIRPORT ROAD, 1.0 KM (0.6 MI) WEST OF THE WEST END OF A
 ER0379'BRIDGE OVER THE LITTLE COLORADO RIVER, 0.3 KM (0.2 MI)
 ER0379'NORTHEAST OF THE SPRINGERVILLE-EAGAR MINICIPAL AIRPORT, AT A TRACK
 ER0379'ROAD LEADING NORTH, 28.1 METERS (92.2 FT) WEST OF THE CENTER OF THE
 ER0379'TRACK ROAD, 10.7 METERS (35.3 FT) WEST OF THE STATION AND 10.0 METERS
 ER0379'(32.7 FT) NORTH OF THE CENTER OF THE ROAD.
 ER0379'THE MARK IS 10.7 METERS  W FROM A WITNESS POST.
 ER0379'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ER0379
 ER0379                          STATION RECOVERY (2005)
 ER0379
 ER0379'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0379'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0330 ***********************************************************************
 FQ0330  DESIGNATION -  PORTAL
 FQ0330  PID         -  FQ0330
 FQ0330  STATE/COUNTY-  AZ/COCONINO
 FQ0330  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0330
 FQ0330                         *CURRENT SURVEY CONTROL
 FQ0330  ___________________________________________________________________
 FQ0330* NAD 83(1992)-  35 08 23.50593(N)    111 41 00.10457(W)     ADJUSTED  
 FQ0330* NAVD 88     -      2138.059  (meters)    7014.62   (feet)  ADJUSTED  
 FQ0330  ___________________________________________________________________
 FQ0330  X           -  -1,929,867.036 (meters)                     COMP
 FQ0330  Y           -  -4,853,643.792 (meters)                     COMP
 FQ0330  Z           -   3,651,783.811 (meters)                     COMP
 FQ0330  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FQ0330  ELLIP HEIGHT-        2114.922 (meters)          (08/23/93) ADJUSTED
 FQ0330  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FQ0330  DYNAMIC HT  -        2135.008 (meters)    7004.61  (feet)  COMP
 FQ0330  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 FQ0330
 FQ0330  HORZ ORDER  -  SECOND
 FQ0330  VERT ORDER  -  FIRST     CLASS II
 FQ0330  ELLP ORDER  -  FOURTH    CLASS II
 FQ0330
 FQ0330.The horizontal coordinates were established by classical geodetic methods
 FQ0330.and adjusted by the National Geodetic Survey in August 1993.
 FQ0330
 FQ0330.The orthometric height was determined by differential leveling
 FQ0330.and adjusted in June 1991.
 FQ0330.WARNING-Repeat measurements at this control monument indicate possible
 FQ0330.vertical movement.
 FQ0330
 FQ0330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0330
 FQ0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0330
 FQ0330.The ellipsoidal height was determined by GPS observations
 FQ0330.and is referenced to NAD 83.
 FQ0330
 FQ0330.The geoid height was determined by GEOID03.
 FQ0330
 FQ0330.The dynamic height is computed by dividing the NAVD 88
 FQ0330.geopotential number by the normal gravity value computed on the
 FQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0330.degrees latitude (g = 980.6199 gals.).
 FQ0330
 FQ0330.The modeled gravity was interpolated from observed gravity values.
 FQ0330
 FQ0330;                    North         East     Units Scale Factor Converg.
 FQ0330;SPC AZ C     -   459,114.212   234,619.512   MT  0.99990557   +0 08 03.4
 FQ0330;SPC AZ C     - 1,506,280.22    769,749.06   iFT  0.99990557   +0 08 03.4
 FQ0330;UTM  12      - 3,888,767.173   437,747.842   MT  0.99964776   -0 23 36.0
 FQ0330
 FQ0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0330!SPC AZ C     -   0.99966814  x   0.99990557  =   0.99957374
 FQ0330!UTM  12      -   0.99966814  x   0.99964776  =   0.99931602
 FQ0330
 FQ0330:                Primary Azimuth Mark                     Grid Az
 FQ0330:SPC AZ C     -  PORTAL AZ MK                             002 28 09.0
 FQ0330:UTM  12      -  PORTAL AZ MK                             002 59 48.4
 FQ0330
 FQ0330|---------------------------------------------------------------------|
 FQ0330| PID    Reference Object                     Distance      Geod. Az  |
 FQ0330|                                                           dddmmss.s |
 FQ0330| FQ0327 PORTAL AZ MK                        APPROX. 1.0 KM 0023612.4 |
 FQ0330| FQ0328 PORTAL RM 1                          24.453 METERS 00835     |
 FQ0330| FQ0329 PORTAL RM 2                          25.136 METERS 09141     |
 FQ0330|---------------------------------------------------------------------|
 FQ0330
 FQ0330                          SUPERSEDED SURVEY CONTROL
 FQ0330
 FQ0330  NAD 83(1986)-  35 08 23.50368(N)    111 41 00.10229(W) AD(       ) 2
 FQ0330  NAD 27      -  35 08 23.46010(N)    111 40 57.51200(W) AD(       ) 2
 FQ0330  NGVD 29 (??/??/92) 2137.045  (m)         7011.29   (f) ADJ UNCH    1 2
 FQ0330
 FQ0330.Superseded values are not recommended for survey control.
 FQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0330.See file dsdata.txt to determine how the superseded data were derived.
 FQ0330
 FQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3774888767(NAD 83)
 FQ0330_MARKER: DS = TRIANGULATION STATION DISK
 FQ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0330_STAMPING: PORTAL 1959
 FQ0330_MARK LOGO: CGS   
 FQ0330_PROJECTION: PROJECTING 10 CENTIMETERS
 FQ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0330+STABILITY: SURFACE MOTION
 FQ0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0330+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1984
 FQ0330
 FQ0330  HISTORY     - Date     Condition        Report By
 FQ0330  HISTORY     - 1959     MONUMENTED       CGS
 FQ0330  HISTORY     - 1959     GOOD             CGS
 FQ0330  HISTORY     - 1960     GOOD             CGS
 FQ0330  HISTORY     - 1966     GOOD             CGS
 FQ0330  HISTORY     - 1973     GOOD             NGS
 FQ0330  HISTORY     - 1974     GOOD             NGS
 FQ0330  HISTORY     - 1981     GOOD             NGS
 FQ0330  HISTORY     - 1982     GOOD             NGS
 FQ0330  HISTORY     - 1983     GOOD             NGS
 FQ0330  HISTORY     - 19840502 GOOD
 FQ0330  HISTORY     - 19961002 MARK NOT FOUND   USPSQD
 FQ0330  HISTORY     - 20071112 MARK NOT FOUND   GEOCAC
 FQ0330
 FQ0330                          STATION DESCRIPTION
 FQ0330
 FQ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0330'THE STATION IS ABOUT 4 MILES SOUTH OF FLAGSTAFF AND ABOUT 0.3
 FQ0330'MILE WEST OF THE FLAGSTAFF MUNICIPAL AIRPORT.
 FQ0330'
 FQ0330'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FLAGSTAFF GO
 FQ0330'SOUTHWESTERLY ON U.S. HIGHWAYS 66 AND 89 FOR 0.7 MILE TO THE
 FQ0330'JUNCTION OF U.S. HIGHWAYS 66, 89 AND 89A IN THE SOUTHWEST PART
 FQ0330'OF FLAGSTAFF.  FOLLOW U.S. 89A SOUTH TOWARD SEDONA FOR 3.4
 FQ0330'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON U.S.
 FQ0330'HIGHWAY 89A FOR 0.4 MILE TO A CROSSROAD AND A SIGN ON THE LEFT
 FQ0330'FLAGSTAFF MUNICIPAL AIRPORT.  TURN LEFT ACROSS THE CATTLEGUARD
 FQ0330'AND FOLLOW THE MACADAM ROAD EASTERLY FOR 0.2 MILE TO THE
 FQ0330'STATION AND REFERENCE MARKS ON THE LEFT.
 FQ0330'
 FQ0330'THE STATION MARK, STAMPED PORTAL 1959 IS SET IN THE TOP OF A 12
 FQ0330'INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS A
 FQ0330'STANDARD STATION MARK DISK.  IT IS 177 FEET EAST OF THE CENTER
 FQ0330'OF THE MACADAM ROAD AND 84 FEET WEST OF A TWIN PINE TREE WITH
 FQ0330'A TRIANGLE BLAZE.
 FQ0330'
 FQ0330'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PORTAL NO 1 1959,
 FQ0330'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0330'3 INCHES.  IT IS 87 FEET NORTHWEST OF THE TWIN PINE TREE
 FQ0330'WITH THE TRIANGLE BLAZE.
 FQ0330'
 FQ0330'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PORTAL NO 2 1959,
 FQ0330'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0330'PROJECTS 6 INCHES.  IT IS 19 FEET SOUTH OF THE TWIN PINE TREE
 FQ0330'WITH THE TRIANGLE BLAZE.
 FQ0330'
 FQ0330'THE AZIMUTH MARK, STAMPED PORTAL 1959 IS A STANDARD DISK SET
 FQ0330'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 FQ0330'INCHES.  IT IS 69 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 FQ0330'49 FEET WEST OF THE CENTER OF U.S. HIGHWAY 89A, 8.0 FEET NORTH
 FQ0330'OF THE WITNESS POST AND 6 INCHES EAST OF A NORTH-SOUTH FENCE
 FQ0330'LINE.
 FQ0330
 FQ0330                          STATION RECOVERY (1959)
 FQ0330
 FQ0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FQ0330'4.5 MI SW FROM FLAGSTAFF.
 FQ0330'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 FQ0330'RAILROAD STATION AT FLAGSTAFF, THENCE 3.8 MILES SOUTH ALONG U.S.
 FQ0330'HIGHWAY 89A TO THE ROAD LEADING TO THE FLAGSTAFF MUNICIPAL AIRPORT,
 FQ0330'THENCE GO EASTERLY 0.2 MILE ALONG THE MACADAM ROAD, 177 FEET EAST OF
 FQ0330'THE CENTER OF THE ROAD, 84 FEET WEST OF A TWIN PINE TREE WITH A
 FQ0330'TRIANGLE BLAZE, A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 FQ0330
 FQ0330                          STATION RECOVERY (1960)
 FQ0330
 FQ0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0330'RECOVERED IN GOOD CONDITION AS PER DESCRIPTION OF BENCH MARK
 FQ0330'WRITTEN BY S.L.H., JR., 1959.
 FQ0330'
 FQ0330'HORIZONTAL CONTROL DATA FOR THIS STATION WAS OBTAINED FROM
 FQ0330'ARIZONA HIGHWAY DEPARTMENT, FLAGSTAFF, ARIZONA.
 FQ0330
 FQ0330                          STATION RECOVERY (1966)
 FQ0330
 FQ0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 FQ0330'THE STATION, R.M. 1, R.M. 2, WERE RECOVERED AS DESCRIBED IN THE
 FQ0330'1959 DESCRIPTION.
 FQ0330
 FQ0330                          STATION RECOVERY (1973)
 FQ0330
 FQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FQ0330'THE STATION, R.M.S 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 FQ0330'IN GOOD CONDITION AS DESCRIBED.
 FQ0330'
 FQ0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 FQ0330'SOUTH OF FLAGSTAFF
 FQ0330
 FQ0330                          STATION RECOVERY (1974)
 FQ0330
 FQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0330'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FQ0330'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES
 FQ0330'A NEW ROUTE TO THE STATION FOLLOWS.
 FQ0330'
 FQ0330'TO REACH THE STATION FROM THE LOBBY ENTRANCE AT FLAGSTAFF
 FQ0330'AIRPORT, GO WEST TOWARD INTERSTATE HIGHWAY 17 FOR 0.5 MILE TO
 FQ0330'AN I-17 ON RAMP ON THE LEFT, CONTINUE AHEAD FOR 0.05 MILE TO
 FQ0330'THE STATION ON THE RIGHT.  290.1 FEET NORTHEAST OF A CHISELED
 FQ0330'CROSS ON TOP OF THE NORTHEAST HEADWALL OF BRIDGE OVER NORTH BOUND
 FQ0330'LANE OF I-17, 227-1/2 FEET NORTH OF A CHISELED CROSS ON WEST
 FQ0330'END OF TRAFFIC ISLAND AT I-17 ON RAMP AND 91 PACES EAST OF I-17
 FQ0330'CUTBANK.
 FQ0330'
 FQ0330'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 FQ0330'CROSSING OVER I-17 AND GO NORTH ALONG THE WEST FRONTAGE ROAD FOR
 FQ0330'0.4 MILE TO THE MARK ON THE LEFT.  41 FEET NORTH OF THE NORTH
 FQ0330'HEADWALL OF CATTLE GUARD AT FOREST SERVICE ROAD 532.
 FQ0330'
 FQ0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 FQ0330'SOUTH OF FLAGSTAFF
 FQ0330
 FQ0330                          STATION RECOVERY (1981)
 FQ0330
 FQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FQ0330'THE STATION MARK, RMS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED
 FQ0330'AS DESCRIBED IN GOOD CONDITION.
 FQ0330'
 FQ0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH
 FQ0330'OF FLAGSTAFF.
 FQ0330
 FQ0330                          STATION RECOVERY (1982)
 FQ0330
 FQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0330'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0330'4.2 KM (2.6 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 FQ0330'OF INTERSTATE HIGHWAYS 17 AND 40, THENCE 0.2 KM (0.1 MI) EAST ALONG
 FQ0330'SHAMRELL BOULEVARD, AT THE NORTH EDGE OF A SMALL CLEARING, 89.0 METERS
 FQ0330'(292.0 FT) NORTHWEST OF A LONE 24 INCH PONDEROSA PINE TREE GROWING
 FQ0330'FROM THE CENTER OF A SMALL TRIANGLE AT THE T JUNCTION OF A FREEWAY
 FQ0330'ENTRANCE RAMP, 57.3 METERS (188.0 FT) NORTH OF THE BOULEVARD
 FQ0330'CENTERLINE, 97.0 METERS (318.0 FT) NORTHEAST OF THE EAST END OF THE
 FQ0330'NORTH GUARD RAIL FOR THE BRIDGE OVER INTERSTATE HIGHWAY 17, 24.5
 FQ0330'METERS (80.5 FT) SOUTH OF REFERENCE MARK NUMBER 1, 25.3 METERS (83.0
 FQ0330'FT) WEST OF REFERENCE MARK NUMBER 2, 18.3 METERS (60.0 FT) NORTH OF A
 FQ0330'GRAVEL ROAD.
 FQ0330'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0330'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 FQ0330
 FQ0330                          STATION RECOVERY (1983)
 FQ0330
 FQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 FQ0330'RECOVERED IN GOOD CONDITION.
 FQ0330
 FQ0330                          STATION RECOVERY (1984)
 FQ0330
 FQ0330'RECOVERED 1984
 FQ0330'RECOVERED IN GOOD CONDITION.
 FQ0330
 FQ0330                          STATION RECOVERY (1996)
 FQ0330
 FQ0330'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0330'MARK NOT FOUND.
 FQ0330
 FQ0330                          STATION RECOVERY (2007)
 FQ0330
 FQ0330'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0330'DID NOT FIND THE MARK. AT THE ADJUSTED COORDINATES FOUND HEAVILY
 FQ0330'GRADED SOIL FOR THE I-17 AND JOHN WESLEY POWELL ROAD INTERCHANGE. THE
 FQ0330'BLAZED TWIN PINE TREE WAS ALSO NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1144 ***********************************************************************
 CY1144  DESIGNATION -  PORTAL
 CY1144  PID         -  CY1144
 CY1144  STATE/COUNTY-  AZ/COCHISE
 CY1144  USGS QUAD   -  VANAR NW (1987)
 CY1144
 CY1144                         *CURRENT SURVEY CONTROL
 CY1144  ___________________________________________________________________
 CY1144* NAD 83(1992)-  32 13 00.92107(N)    109 10 34.79647(W)     ADJUSTED  
 CY1144* NAVD 88     -      1118.2    (meters)    3669.     (feet)  VERTCON   
 CY1144  ___________________________________________________________________
 CY1144  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CY1144  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CY1144  HORZ ORDER  -  FIRST
 CY1144
 CY1144.The horizontal coordinates were established by classical geodetic methods
 CY1144.and adjusted by the National Geodetic Survey in August 1993.
 CY1144
 CY1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1144
 CY1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1144
 CY1144.The geoid height was determined by GEOID03.
 CY1144
 CY1144;                    North         East     Units Scale Factor Converg.
 CY1144;SPC AZ E     -   135,349.013   306,711.496   MT  1.00000743   +0 31 40.8
 CY1144;SPC AZ E     -   444,058.44  1,006,271.31   iFT  1.00000743   +0 31 40.8
 CY1144;UTM  12      - 3,565,938.776   671,860.993   MT  0.99996425   +0 58 20.9
 CY1144
 CY1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1144!SPC AZ E     -   0.99982863  x   1.00000743  =   0.99983606
 CY1144!UTM  12      -   0.99982863  x   0.99996425  =   0.99979289
 CY1144
 CY1144:                Primary Azimuth Mark                     Grid Az
 CY1144:SPC AZ E     -  PORTAL AZ MK                             000 31 27.2
 CY1144:UTM  12      -  PORTAL AZ MK                             000 04 47.1
 CY1144
 CY1144|---------------------------------------------------------------------|
 CY1144| PID    Reference Object                     Distance      Geod. Az  |
 CY1144|                                                           dddmmss.s |
 CY1144| CC8032 PORTAL AZ MK                                       0010308.0 |
 CY1144| CC8033 PORTAL RM 1                          20.493 METERS 27807     |
 CY1144| CY1159 VORTAC SAN SIMON SSO                APPROX.10.0 KM 3051859.4 |
 CY1144| CC8034 PORTAL RM 2                          21.456 METERS 35810     |
 CY1144|---------------------------------------------------------------------|
 CY1144
 CY1144                          SUPERSEDED SURVEY CONTROL
 CY1144
 CY1144  NAD 83(1986)-  32 13 00.91680(N)    109 10 34.79458(W) AD(       ) 1
 CY1144  NAD 27      -  32 13 00.62664(N)    109 10 32.58391(W) AD(       ) 1
 CY1144  NGVD 29 (07/19/86) 1117.6    (m)         3667.     (f) VERT ANG    3  
 CY1144
 CY1144.Superseded values are not recommended for survey control.
 CY1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1144.See file dsdata.txt to determine how the superseded data were derived.
 CY1144
 CY1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA7186165939(NAD 83)
 CY1144_MARKER: DS = TRIANGULATION STATION DISK
 CY1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1144+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY1144
 CY1144  HISTORY     - Date     Condition        Report By
 CY1144  HISTORY     - 1970     MONUMENTED       NGS
 CY1144  HISTORY     - 20081010 GOOD             GEOCAC
 CY1144
 CY1144                          STATION DESCRIPTION
 CY1144
 CY1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1144'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF THE ARIZONA-NEW
 CY1144'MEXICO STATE LINE, 4-1/2 MILES SOUTHEAST OF SAN SIMON, 3 MILES SOUTH
 CY1144'OF THE ARIZONA INSPECTION STATION AND ON THE WEST RIGHT-OF-WAY
 CY1144'PROPERTY LINE OF PORTAL ROAD.
 CY1144'
 CY1144'TO REACH THE STATION FROM THE OVERPASS OF THE SAN SIMON AND PORTAL
 CY1144'ROAD EXIT OFF OF INTERSTATE HIGHWAY 10 WHICH IS ABOUT 2 MILES
 CY1144'SOUTHEAST OF SAN SIMON GO SOUTHEAST FOR 0.2 MILE TO PORTAL ROAD AND
 CY1144'THE FRONTAGE ROAD ON THE RIGHT.  TURN RIGHT, THENCE LEFT AND GO
 CY1144'EAST ON PAVED ROAD FOR 1 MILE TO PORTAL ROAD ON THE RIGHT.  TURN
 CY1144'RIGHT AND GO SOUTH ON PORTAL ROAD FOR 2.3 MILES TO A CONCRETE
 CY1144'BRIDGE AND THE AZIMUTH MARK IN THE SOUTHEAST END OF THE SOUTH
 CY1144'BRIDGE ABUTTMENT.  CONTINUE SOUTH ON PORTAL ROAD FOR
 CY1144'0.55 MILE TO THE STATION ON THE RIGHT.
 CY1144'
 CY1144'THE STATION MARK AND THE UNDERGROUND MARK ARE STANDARD DISKS STAMPED
 CY1144'PORTAL 1970, THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 CY1144'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 58
 CY1144'FEET WEST OF THE CENTER OF PORTAL ROAD AND 4 FEET NORTH OF A METAL
 CY1144'WITNESS POST WITH A SIGN ATTACHED.
 CY1144'
 CY1144'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PORTAL NO 1 1970, SET
 CY1144'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CY1144'3 INCHES.  IT IS 125 FEET WEST OF THE CENTER OF THE ROAD AND 68
 CY1144'FEET WEST OF THE WITNESS POST.
 CY1144'
 CY1144'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PORTAL NO 2 1970, SET
 CY1144'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CY1144'3 INCHES.  IT IS 74 FEET NORTH OF THE WITNESS POST AND 60 FEET WEST
 CY1144'OF THE CENTER OF THE ROAD.
 CY1144'
 CY1144'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PORTAL 1970, CEMENTED
 CY1144'IN A DRILL HOLE IN THE CONCRETE BRIDGE ABUTTMENT, IT IS 16 FEET EAST
 CY1144'OF THE CENTER OF THE ROAD.
 CY1144'
 CY1144'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 CY1144
 CY1144                          STATION RECOVERY (2008)
 CY1144
 CY1144'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY1144'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE REFERENCE MARKS AND
 CY1144'AZIMUTH MARK WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0327 ***********************************************************************
 FQ0327  DESIGNATION -  PORTAL AZ MK
 FQ0327  PID         -  FQ0327
 FQ0327  STATE/COUNTY-  AZ/COCONINO
 FQ0327  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0327
 FQ0327                         *CURRENT SURVEY CONTROL
 FQ0327  ___________________________________________________________________
 FQ0327* NAD 83(2007)-  35 08 55.48353(N)    111 40 58.33188(W)     ADJUSTED  
 FQ0327* NAVD 88     -      2133.895  (meters)    7000.95   (feet)  ADJUSTED  
 FQ0327  ___________________________________________________________________
 FQ0327  EPOCH DATE  -        2007.00
 FQ0327  X           -  -1,929,614.377 (meters)                     COMP
 FQ0327  Y           -  -4,853,129.833 (meters)                     COMP
 FQ0327  Z           -   3,652,587.455 (meters)                     COMP
 FQ0327  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FQ0327  ELLIP HEIGHT-        2110.667 (meters)          (02/10/07) ADJUSTED
 FQ0327  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0327  DYNAMIC HT  -        2130.850 (meters)    6990.96  (feet)  COMP
 FQ0327
 FQ0327  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0327  Type    PID    Designation                      North   East  Ellip
 FQ0327  -------------------------------------------------------------------
 FQ0327  NETWORK FQ0327 PORTAL AZ MK                      0.74   0.61   1.29
 FQ0327  -------------------------------------------------------------------
 FQ0327  MODELED GRAV-     979,130.2   (mgal)                       NAVD 88
 FQ0327
 FQ0327  VERT ORDER  -  FIRST     CLASS II
 FQ0327
 FQ0327.The horizontal coordinates were established by GPS observations
 FQ0327.and adjusted by the National Geodetic Survey in February 2007.
 FQ0327
 FQ0327.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0327.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0327.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0327.The epoch date for horizontal control is a decimal equivalence
 FQ0327.of Year/Month/Day.
 FQ0327
 FQ0327.The orthometric height was determined by differential leveling
 FQ0327.and adjusted in June 1991.
 FQ0327.WARNING-GPS observations at this control monument resulted in a GPS
 FQ0327.derived orthometric height which differed from the leveled height by
 FQ0327.more than one decimeter (0.1 meter).
 FQ0327
 FQ0327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0327
 FQ0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0327
 FQ0327.The ellipsoidal height was determined by GPS observations
 FQ0327.and is referenced to NAD 83.
 FQ0327
 FQ0327.The geoid height was determined by GEOID03.
 FQ0327
 FQ0327.The dynamic height is computed by dividing the NAVD 88
 FQ0327.geopotential number by the normal gravity value computed on the
 FQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0327.degrees latitude (g = 980.6199 gals.).
 FQ0327
 FQ0327.The modeled gravity was interpolated from observed gravity values.
 FQ0327
 FQ0327;                    North         East     Units Scale Factor Converg.
 FQ0327;SPC AZ C     -   460,099.693   234,662.068   MT  0.99990559   +0 08 04.6
 FQ0327;SPC AZ C     - 1,509,513.43    769,888.67   iFT  0.99990559   +0 08 04.6
 FQ0327;UTM  12      - 3,889,751.966   437,799.458   MT  0.99964768   -0 23 35.3
 FQ0327
 FQ0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0327!SPC AZ C     -   0.99966881  x   0.99990559  =   0.99957443
 FQ0327!UTM  12      -   0.99966881  x   0.99964768  =   0.99931661
 FQ0327
 FQ0327                          SUPERSEDED SURVEY CONTROL
 FQ0327
 FQ0327  ELLIP H (08/22/01) 2110.688  (m)                       GP(       ) 3 2
 FQ0327  NAD 83(1992)-  35 08 55.48262(N)    111 40 58.33070(W) AD(       ) 3
 FQ0327  ELLIP H (10/09/97) 2110.756  (m)                       GP(       ) 3 2
 FQ0327
 FQ0327.Superseded values are not recommended for survey control.
 FQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0327.See file dsdata.txt to determine how the superseded data were derived.
 FQ0327
 FQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3779989752(NAD 83)
 FQ0327_MARKER: DZ = AZIMUTH MARK DISK
 FQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0327_STAMPING: PORTAL 1959
 FQ0327_MARK LOGO: CGS   
 FQ0327_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0327+STABILITY: SURFACE MOTION
 FQ0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0327+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 FQ0327
 FQ0327  HISTORY     - Date     Condition        Report By
 FQ0327  HISTORY     - 1959     MONUMENTED       CGS
 FQ0327  HISTORY     - 1982     GOOD             NGS
 FQ0327  HISTORY     - 1983     GOOD             NGS
 FQ0327  HISTORY     - 19830615 GOOD             NGS
 FQ0327  HISTORY     - 19970606 GOOD             NGS
 FQ0327  HISTORY     - 20050929 GOOD             USPSQD
 FQ0327  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0327
 FQ0327                          STATION DESCRIPTION
 FQ0327
 FQ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0327'4.1 MI SW FROM FLAGSTAFF.
 FQ0327'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0327'STATION AT FLAGSTAFF, THENCE 3.4 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0327'69 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 49 FEET WEST OF THE
 FQ0327'CENTER OF U.S. HIGHWAY 89A, 8.0 FEET NORTH OF THE WITNESS POST, 6
 FQ0327'INCHES EAST OF THE FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0327'POST THAT PROJECTS 5 INCHES.
 FQ0327
 FQ0327                          STATION RECOVERY (1982)
 FQ0327
 FQ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0327'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0327'3.2 KM (2.0 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0327'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN THE
 FQ0327'NORTH CORNER OF A Y JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, 0.6
 FQ0327'KM (0.4 MI) SOUTH OF MILEPOST 400, 15.9 METERS (52.0 FT) WEST OF THE
 FQ0327'HIGHWAY CENTERLINE, 16.5 METERS (54.0 FT) NORTH OF A GRAVEL ROAD
 FQ0327'CENTER, 13.4 METERS (44.0 FT) NORTH OF THE NORTH END OF A CATTLE
 FQ0327'GUARD, 0.3 METER (1.0 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0327'THE MARK IS 2.4 METERS  N FROM A WITNESS POST.
 FQ0327'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0327
 FQ0327                          STATION RECOVERY (1983)
 FQ0327
 FQ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 FQ0327'RECOVERED IN GOOD CONDITION.
 FQ0327
 FQ0327                          STATION RECOVERY (1983)
 FQ0327
 FQ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0327'THIS STATION IS LOCATED ABOUT 1 MILE (1.6 KM) NW OF THE PULLIMAN
 FQ0327'AIRPORT, ON THE WEST SIDE OF HIGHWAY 89A AND ABOUT 150 FT (45.7 M)
 FQ0327'WEST OF THE WEST LANE OF I 17.  IT IS 43.4 FT (13.2 M) N OF THE N END
 FQ0327'OF A CONCRETE CATTLE GUARD, 39.0 FT (11.9 M) WEST OF THE WEST EDGE OF
 FQ0327'HIGHWAY 89A, 1 FOOT (0.3 M) EAST OF A WIRE FENCE.  A STANDARD AZIMUTH
 FQ0327'MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING 6
 FQ0327'INCHES AND STAMPED PORTAL 1959.  NOTE, THIS STATION WAS NOT SEARCHED
 FQ0327'FOR IN THE 1990 SURVEY.  THIS STATION WAS NOT SEARCHED FOR IN THE 1994
 FQ0327'SURVEY.
 FQ0327
 FQ0327                          STATION RECOVERY (1997)
 FQ0327
 FQ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06JUN1997 (WCW) .  RECOVERED
 FQ0327'IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 FQ0327'LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHWEST FROM FLAGSTAFF, ABOUT 1.6 KM
 FQ0327'(1.00 MI) NORTH FROM THE FLAGSTAFF PULLIAM AIRPORT, ON THE WEST SIDE
 FQ0327'OF STATE HIGHWAY 89A JUST NORTH OF FOREST SERVICE ROAD 6126. THE
 FQ0327'STATION IS IN THE RIGHT OF WAY OF STATE HIGHWAY 89A.  TO REACH THE
 FQ0327'STATION FROM THE OVERPASS AT THE SOUTHERLY JUNCTION OF INTERSTATE 17
 FQ0327'(EXIT 337, AIRPORT EXIT) AND STATE HIGHWAY 89A (JW POWELL BLVD) , GO
 FQ0327'WEST ON STATE HIGHWAY 89A FOR 0.08 KM (0.05 MI) TO A T-JUNCTION WITH
 FQ0327'STATE HIGHWAY 89A CONTINUING ON LEFT.  TURN RIGHT AND GO NORTH ON
 FQ0327'BEULAH BLVD FOR 0.65 MI (1.05 KM) TO THE STATION ON LEFT.  THE MARK IS
 FQ0327'A CGS AZIMUTH DISK SET IN A 30 CM (12 IN) SQUARE CONCRETE POST.  THE
 FQ0327'STATION IS LOCATED 49 FT (14.9 M) WEST FROM STATE HIGHWAY 89A CENTER,
 FQ0327'69 FT (21.0 M) NORTH FROM THE CENTER OF A CATTLE GUARD ON THE DIRT AND
 FQ0327'GRAVEL FOREST SERVICE ROAD 6126 WHICH LEADS NORTHWEST, 8.0 FT (2.4 M)
 FQ0327'NORTH FROM A METAL CGS WITNESS POST, 1.0 M (3.3 FT) SOUTH FROM AN
 FQ0327'ORANGE FIBERGLASS NGS WITNESS POST, AND 0.3 FT (9.1 CM) EAST FROM A
 FQ0327'BARBED WIRE RIGHT OF WAY FENCE.  THE MARK PROJECTS 15 CM (6 IN) ABOVE
 FQ0327'GRADE AND IS ABOUT LEVEL WITH THE HIGHWAY.  A PINE TREE OBSTRUCTS THE
 FQ0327'NORTHWEST QUADRANT FROM SATELLITE VISIBILITY.
 FQ0327
 FQ0327                          STATION RECOVERY (2005)
 FQ0327
 FQ0327'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0327'RECOVERED AS DESCRIBED
 FQ0327
 FQ0327                          STATION RECOVERY (2007)
 FQ0327
 FQ0327'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0328 ***********************************************************************
 FQ0328  DESIGNATION -  PORTAL RM 1
 FQ0328  PID         -  FQ0328
 FQ0328  STATE/COUNTY-  AZ/COCONINO
 FQ0328  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0328
 FQ0328                         *CURRENT SURVEY CONTROL
 FQ0328  ___________________________________________________________________
 FQ0328* NAD 83(1986)-  35 08 24.     (N)    111 41 00.     (W)     SCALED    
 FQ0328* NAVD 88     -      2137.828  (meters)    7013.86   (feet)  ADJUSTED  
 FQ0328  ___________________________________________________________________
 FQ0328  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FQ0328  DYNAMIC HT  -        2134.777 (meters)    7003.85  (feet)  COMP
 FQ0328  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 FQ0328
 FQ0328  VERT ORDER  -  FIRST     CLASS II
 FQ0328
 FQ0328.The horizontal coordinates were scaled from a topographic map and have
 FQ0328.an estimated accuracy of +/- 6 seconds.
 FQ0328
 FQ0328.The orthometric height was determined by differential leveling
 FQ0328.and adjusted in June 1991.
 FQ0328
 FQ0328.The geoid height was determined by GEOID03.
 FQ0328
 FQ0328.The dynamic height is computed by dividing the NAVD 88
 FQ0328.geopotential number by the normal gravity value computed on the
 FQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0328.degrees latitude (g = 980.6199 gals.).
 FQ0328
 FQ0328.The modeled gravity was interpolated from observed gravity values.
 FQ0328
 FQ0328;                    North         East    Units  Estimated Accuracy
 FQ0328;SPC AZ C     -   459,130.      234,620.      MT  (+/- 180 meters Scaled)
 FQ0328
 FQ0328                          SUPERSEDED SURVEY CONTROL
 FQ0328
 FQ0328  NGVD 29 (??/??/92) 2136.799  (m)         7010.48   (f) ADJ UNCH    1 2
 FQ0328
 FQ0328.Superseded values are not recommended for survey control.
 FQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0328.See file dsdata.txt to determine how the superseded data were derived.
 FQ0328
 FQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377887(NAD 83)
 FQ0328_MARKER: DR = REFERENCE MARK DISK
 FQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0328_STAMPING: PORTAL NO 1 1959
 FQ0328_MARK LOGO: CGS   
 FQ0328_PROJECTION: PROJECTING 10 CENTIMETERS
 FQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0328+STABILITY: SURFACE MOTION
 FQ0328
 FQ0328  HISTORY     - Date     Condition        Report By
 FQ0328  HISTORY     - 1959     MONUMENTED       CGS
 FQ0328  HISTORY     - 1982     GOOD             NGS
 FQ0328  HISTORY     - 1983     GOOD             NGS
 FQ0328  HISTORY     - 19961002 MARK NOT FOUND   USPSQD
 FQ0328  HISTORY     - 20071112 MARK NOT FOUND   GEOCAC
 FQ0328
 FQ0328                          STATION DESCRIPTION
 FQ0328
 FQ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0328'4.5 MI SW FROM FLAGSTAFF.
 FQ0328'0.7 MILES SOUTH AND WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 FQ0328'RAILROAD STATION AT FLAGSTAFF, THENCE 3.8 MILES SOUTH ALONG U.S.
 FQ0328'HIGHWAY 89A TO THE ROAD LEADING TO THE FLAGSTAFF MUNICIPAL AIRPORT,
 FQ0328'THENCE GO EASTERLY 0.2 MILE ALONG THE MACADAM ROAD, 87 FEET NORTHWEST
 FQ0328'OF THE TWIN PINE TREE, 80 FEET NORTH OF THE TRIANGULATION STATION, SET
 FQ0328'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FQ0328
 FQ0328                          STATION RECOVERY (1982)
 FQ0328
 FQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0328'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0328'4.2 KM (2.6 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 FQ0328'OF INTERSTATE HIGHWAYS 17 AND 40, THENCE 0.2 KM (0.1 MI) EAST ALONG
 FQ0328'SHAMRELL BOULEVARD, AT THE NORTH EDGE OF A SMALL CLEARING, 81.5 METERS
 FQ0328'(268.0 FT) NORTH OF THE BOULEVARD CENTERLINE, 24.5 METERS (80.5 FT)
 FQ0328'NORTH OF THE STATION.
 FQ0328
 FQ0328                          STATION RECOVERY (1983)
 FQ0328
 FQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 FQ0328'RECOVERED IN GOOD CONDITION.
 FQ0328
 FQ0328                          STATION RECOVERY (1996)
 FQ0328
 FQ0328'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0328'MARK NOT FOUND.
 FQ0328
 FQ0328                          STATION RECOVERY (2007)
 FQ0328
 FQ0328'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0328'DID NOT FIND THE MARK. AT THE DESCRIBED DISTANCE AND DIRECTION FROM
 FQ0328'STATION PORTAL (FQ0330) FOUND HEAVILY GRADED SOIL FOR THE I-17 AND
 FQ0328'JOHN WESLEY POWELL ROAD INTERCHANGE. THE TWIN PINE TREE WAS ALSO NOT
 FQ0328'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0329 ***********************************************************************
 FQ0329  DESIGNATION -  PORTAL RM 2
 FQ0329  PID         -  FQ0329
 FQ0329  STATE/COUNTY-  AZ/COCONINO
 FQ0329  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0329
 FQ0329                         *CURRENT SURVEY CONTROL
 FQ0329  ___________________________________________________________________
 FQ0329* NAD 83(1986)-  35 08 24.     (N)    111 41 00.     (W)     SCALED    
 FQ0329* NAVD 88     -      2137.946  (meters)    7014.24   (feet)  ADJUSTED  
 FQ0329  ___________________________________________________________________
 FQ0329  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FQ0329  DYNAMIC HT  -        2134.895 (meters)    7004.23  (feet)  COMP
 FQ0329  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 FQ0329
 FQ0329  VERT ORDER  -  FIRST     CLASS II
 FQ0329
 FQ0329.The horizontal coordinates were scaled from a topographic map and have
 FQ0329.an estimated accuracy of +/- 6 seconds.
 FQ0329
 FQ0329.The orthometric height was determined by differential leveling
 FQ0329.and adjusted in June 1991.
 FQ0329
 FQ0329.The geoid height was determined by GEOID03.
 FQ0329
 FQ0329.The dynamic height is computed by dividing the NAVD 88
 FQ0329.geopotential number by the normal gravity value computed on the
 FQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0329.degrees latitude (g = 980.6199 gals.).
 FQ0329
 FQ0329.The modeled gravity was interpolated from observed gravity values.
 FQ0329
 FQ0329;                    North         East    Units  Estimated Accuracy
 FQ0329;SPC AZ C     -   459,130.      234,620.      MT  (+/- 180 meters Scaled)
 FQ0329
 FQ0329                          SUPERSEDED SURVEY CONTROL
 FQ0329
 FQ0329  NGVD 29 (??/??/92) 2136.917  (m)         7010.87   (f) ADJ UNCH    1 2
 FQ0329
 FQ0329.Superseded values are not recommended for survey control.
 FQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0329.See file dsdata.txt to determine how the superseded data were derived.
 FQ0329
 FQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD377887(NAD 83)
 FQ0329_MARKER: DR = REFERENCE MARK DISK
 FQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0329_STAMPING: PORTAL NO 2 1959
 FQ0329_MARK LOGO: CGS   
 FQ0329_PROJECTION: PROJECTING 10 CENTIMETERS
 FQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0329+STABILITY: SURFACE MOTION
 FQ0329
 FQ0329  HISTORY     - Date     Condition        Report By
 FQ0329  HISTORY     - 1959     MONUMENTED       CGS
 FQ0329  HISTORY     - 1982     GOOD             NGS
 FQ0329  HISTORY     - 1983     GOOD             NGS
 FQ0329  HISTORY     - 19961002 MARK NOT FOUND   USPSQD
 FQ0329  HISTORY     - 20071112 MARK NOT FOUND   GEOCAC
 FQ0329
 FQ0329                          STATION DESCRIPTION
 FQ0329
 FQ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0329'4.5 MI SW FROM FLAGSTAFF.
 FQ0329'0.7 MILE SOUTH AND WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0329'STATION AT FLAGSTAFF, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY 89A TO
 FQ0329'THE ROAD LEADING TO THE FLAGSTAFF MUNICIPAL AIRPORT, THENCE GO
 FQ0329'EASTERLY 0.2 MILE ALONG THE MACADAM ROAD, 19 FEET SOUTH OF THE TWIN
 FQ0329'PINE TREE WITH THE TRIANGLE BLAZE, SET IN THE TOP OF A 12 INCH SQUARE
 FQ0329'CONCRETE POST THAT PROJECTS 6 INCHES.
 FQ0329
 FQ0329                          STATION RECOVERY (1982)
 FQ0329
 FQ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0329'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0329'4.2 KM (2.6 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 FQ0329'OF INTERSTATE HIGHWAYS 17 AND 40, THENCE 0.2 KM (0.1 MI) EAST ALONG
 FQ0329'SHAMRELL BOULEVARD, AT THE NORTH EDGE OF A SMALL CLEARING, 63.5 METERS
 FQ0329'(208.0 FT) NORTH OF THE BOULEVARD CENTERLINE, 25.3 METERS (83.0 FT)
 FQ0329'EAST OF THE STATION.
 FQ0329'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 FQ0329
 FQ0329                          STATION RECOVERY (1983)
 FQ0329
 FQ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 FQ0329'RECOVERED IN GOOD CONDITION.
 FQ0329
 FQ0329                          STATION RECOVERY (1996)
 FQ0329
 FQ0329'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0329'MARK NOT FOUND.
 FQ0329
 FQ0329                          STATION RECOVERY (2007)
 FQ0329
 FQ0329'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0329'DID NOT FIND THE MARK. AT THE DESCRIBED DISTANCE AND DIRECTION FROM
 FQ0329'STATION PORTAL (FQ0330) FOUND HEAVILY GRADED SOIL FOR THE I-17 AND
 FQ0329'JOHN WESLEY POWELL ROAD INTERCHANGE. THE BLAZED TWIN PINE TREE WAS
 FQ0329'ALSO NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0583 ***********************************************************************
 FP0583  DESIGNATION -  PORTER
 FP0583  PID         -  FP0583
 FP0583  STATE/COUNTY-  AZ/APACHE
 FP0583  USGS QUAD   -  HIGH LONESOME WELL (1971)
 FP0583
 FP0583                         *CURRENT SURVEY CONTROL
 FP0583  ___________________________________________________________________
 FP0583* NAD 83(1992)-  35 04 24.22216(N)    109 04 10.26694(W)     ADJUSTED  
 FP0583* NAVD 88     -      2093.0    (meters)    6867.     (feet)  VERTCON   
 FP0583  ___________________________________________________________________
 FP0583  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 FP0583  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 FP0583  HORZ ORDER  -  FIRST
 FP0583
 FP0583.The horizontal coordinates were established by classical geodetic methods
 FP0583.and adjusted by the National Geodetic Survey in August 1993.
 FP0583
 FP0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0583
 FP0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0583
 FP0583.The geoid height was determined by GEOID03.
 FP0583
 FP0583;                    North         East     Units Scale Factor Converg.
 FP0583;SPC AZ E     -   452,266.476   313,419.214   MT  1.00002335   +0 37 49.8
 FP0583;SPC AZ E     - 1,483,813.90  1,028,278.26   iFT  1.00002335   +0 37 49.8
 FP0583;SPC NM W     -   452,422.410   717,258.167   MT  1.00007327   -0 42 37.5
 FP0583;SPC NM W     - 1,484,322.52  2,353,204.50   sFT  1.00007327   -0 42 37.5
 FP0583;UTM  12      - 3,882,886.625   676,013.588   MT  0.99998183   +1 06 34.5
 FP0583
 FP0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0583!SPC AZ E     -   0.99967510  x   1.00002335  =   0.99969845
 FP0583!SPC NM W     -   0.99967510  x   1.00007327  =   0.99974835
 FP0583!UTM  12      -   0.99967510  x   0.99998183  =   0.99965694
 FP0583
 FP0583:                Primary Azimuth Mark                     Grid Az
 FP0583:SPC AZ E     -  LOS ANGELES ALBUQ AWY BN 57 58           093 12 48.2
 FP0583:SPC NM W     -  LOS ANGELES ALBUQ AWY BN 57 58           094 33 15.5
 FP0583:UTM  12      -  LOS ANGELES ALBUQ AWY BN 57 58           092 44 03.5
 FP0583
 FP0583|---------------------------------------------------------------------|
 FP0583| PID    Reference Object                     Distance      Geod. Az  |
 FP0583|                                                           dddmmss.s |
 FP0583| FP0501 LOS ANGELES ALBUQ AWY BN 57 58      APPROX.25.2 KM 0935038.0 |
 FP0583| CD4717 PORTER AZ MK                                       1375150.5 |
 FP0583| CD4718 PORTER RM 1                          12.543 METERS 18037     |
 FP0583| CD4719 PORTER RM 2                           9.885 METERS 26104     |
 FP0583|---------------------------------------------------------------------|
 FP0583
 FP0583                          SUPERSEDED SURVEY CONTROL
 FP0583
 FP0583  NAD 83(1986)-  35 04 24.21825(N)    109 04 10.26576(W) AD(       ) 1
 FP0583  NAD 27      -  35 04 24.10711(N)    109 04 07.95422(W) AD(       ) 1
 FP0583  NGVD 29 (07/19/86) 2092.0    (m)         6864.     (f) VERT ANG    3  
 FP0583
 FP0583.Superseded values are not recommended for survey control.
 FP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0583.See file dsdata.txt to determine how the superseded data were derived.
 FP0583
 FP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD7601482887(NAD 83)
 FP0583_MARKER: DS = TRIANGULATION STATION DISK
 FP0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0583
 FP0583  HISTORY     - Date     Condition        Report By
 FP0583  HISTORY     - 1936     MONUMENTED       CGS
 FP0583  HISTORY     - 1972     GOOD             USGS
 FP0583
 FP0583                          STATION DESCRIPTION
 FP0583
 FP0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0583'ABOUT 18 MILES SOUTHEAST OF SANDERS, ARIZ., 12-1/2 MILES WEST OF
 FP0583'ZUNI, N. MEX., ABOUT 1-1/2 MILES WEST OF THE ARIZONA-NEW MEXICO
 FP0583'STATE LINE ON PROPERTY OWNED, OR CONTROLLED, BY MR. BURR PORTER, ON
 FP0583'THE HIGHEST POINT OF A LONG DIVIDE BETWEEN THE DRAINAGE BASINS
 FP0583'OF THE ZUNI RIVER AND RIO PUERCO, ON A LONG, NARROW, SANDY SPUR
 FP0583'RUNNING NORTH FROM THE MAIN DIVIDE.  THE RIDGE DROPS OFF
 FP0583'ABRUPTLY TO THE EAST AND GENTLY TO THE WEST.  TO REACH THE
 FP0583'STATION, GO SOUTH 14.1 MILES ON ARIZONA STATE HIGHWAY 81
 FP0583'FROM ITS JUNCTION WITH U.S. HIGHWAY 66 IN SANDERS, ARIZ., TO LOS
 FP0583'ANGELES-ALBUQUERQUE AIRWAY, BEACON NO. 54 B ON THE EAST,
 FP0583'CONTINUE SOUTHWARD 1.3 MILES, TURN LEFT (EAST) AND GO 0.2 MILE TO
 FP0583'A HOUSE ON A HILL, CONTINUE 2.1 MILES, TAKE THE LEFT FORK AND
 FP0583'GO 1.7 MILES, TAKE THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD
 FP0583'4.7 MILES, TAKE THE LEFT FORK AND GO 0.6 MILE, TAKE THE RIGHT
 FP0583'FORK AND GO 0.3 MILE TO THE CROSS ROADS, TURN RIGHT AND GO
 FP0583'1.3 MILES, TAKE THE LEFT FORK AND GO 0.05 MILE, LEAVE THE
 FP0583'ROAD AND FOLLOW THE CREST OF THE SPUR 0.7 MILE TO THE
 FP0583'HIGHEST POINT AND THE STATION.  THE STATION, REFERENCE,
 FP0583'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 FP0583'REFERENCE MARK NO.  1 IS 41.15 FEET
 FP0583'FROM THE STATION S 0 DEG 37 MIN W, AND NO. 2 IS 32.43
 FP0583'FEET FROM THE STATION S 81 DEG 04 MIN W.  THE AZIMUTH
 FP0583'MARK IS IN A NATURAL CLEARING IN LOWLANDS, 60 FEET NORTHWEST OF A
 FP0583'LONE PINON TREE, AND ABOUT 0.5 MILE FROM STATION S 42 DEG 08 MIN E.
 FP0583
 FP0583                          STATION RECOVERY (1972)
 FP0583
 FP0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DHM)
 FP0583'TO REACH FROM THE POST OFFICE AT ZUNI, NEW MEXICO PROCEED WEST ON
 FP0583'HWY 53 25.1 MILES TO JUNCTION OF HWY 53 AND U.S. HWY 666 TURN
 FP0583'NORTH ON U.S. 666 AND GO 9.3 MILES TO GRADED DIRT ROAD, TURN
 FP0583'RIGHT LEADING EAST 3.0 MILES TO RANCH HOUSE.  PROCEED THROUGH
 FP0583'RANCH YARD AND TWO CORRAL GATES AND CONTINUE EAST 3.8 MILES TO
 FP0583'ALUMINUM GATE, GO THROUGH GATE AND TAKE THE LEFT FORK OF Y-RD.
 FP0583'PROCEED 2.9 MILES TO DIRT TANK WITH FENCE AROUND IT AND TAKE
 FP0583'THE RIGHT FORK OF Y-RD, 1.6 MILES TO DRAIN, TURN LEFT GOING
 FP0583'THROUGH CLEARINGS TO THE HIGHEST POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0930 ***********************************************************************
 ES0930  DESIGNATION -  PORTER
 ES0930  PID         -  ES0930
 ES0930  STATE/COUNTY-  AZ/NAVAJO
 ES0930  USGS QUAD   -  DRY LAKE NE (1971)
 ES0930
 ES0930                         *CURRENT SURVEY CONTROL
 ES0930  ___________________________________________________________________
 ES0930* NAD 83(1992)-  34 43 31.98078(N)    110 17 22.22676(W)     ADJUSTED  
 ES0930* NAVD 88     -      1753.0    (meters)    5751.     (feet)  VERTCON   
 ES0930  ___________________________________________________________________
 ES0930  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 ES0930  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES0930  HORZ ORDER  -  SECOND
 ES0930
 ES0930.The horizontal coordinates were established by classical geodetic methods
 ES0930.and adjusted by the National Geodetic Survey in August 1993.
 ES0930
 ES0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0930
 ES0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0930
 ES0930.The geoid height was determined by GEOID03.
 ES0930
 ES0930;                    North         East     Units Scale Factor Converg.
 ES0930;SPC AZ E     -   413,137.203   202,109.900   MT  0.99990156   -0 04 11.9
 ES0930;SPC AZ E     - 1,355,437.02    663,090.22   iFT  0.99990156   -0 04 11.9
 ES0930;UTM  12      - 3,842,838.074   565,049.941   MT  0.99965215   +0 24 17.1
 ES0930
 ES0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0930!SPC AZ E     -   0.99972871  x   0.99990156  =   0.99963030
 ES0930!UTM  12      -   0.99972871  x   0.99965215  =   0.99938095
 ES0930
 ES0930|---------------------------------------------------------------------|
 ES0930| PID    Reference Object                     Distance      Geod. Az  |
 ES0930|                                                           dddmmss.s |
 ES0930| DZ1413 PORTER RM 1                          12.276 METERS 04426     |
 ES0930| ES1056 SECOND KNOLL                        APPROX.14.3 KM 1583648.9 |
 ES0930| DZ1414 PORTER RM 2                          12.062 METERS 22529     |
 ES0930|---------------------------------------------------------------------|
 ES0930
 ES0930                          SUPERSEDED SURVEY CONTROL
 ES0930
 ES0930  NAD 83(1986)-  34 43 31.97447(N)    110 17 22.23083(W) AD(       ) 2
 ES0930  NGVD 29 (08/03/87) 1752.2    (m)         5749.     (f) VERT ANG    3  
 ES0930
 ES0930.Superseded values are not recommended for survey control.
 ES0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0930.See file dsdata.txt to determine how the superseded data were derived.
 ES0930
 ES0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6505042838(NAD 83)
 ES0930_MARKER: DS = TRIANGULATION STATION DISK
 ES0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0930+STABILITY: SURFACE MOTION
 ES0930
 ES0930  HISTORY     - Date     Condition        Report By
 ES0930  HISTORY     - 1983     MONUMENTED       AZDT
 ES0930
 ES0930                          STATION DESCRIPTION
 ES0930
 ES0930'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0930'THE STATION IS LOCATED 14-1/2 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0930'ROUTE 377.
 ES0930'
 ES0930'THE STATION MARK IS AN AZDT DISK STAMPED---PORTER 1983---.  IT IS SET
 ES0930'IN TOP OF A 10 INCH CONCRETE MONUMENT 91 FEET NORTHWEST OF THE CENTER
 ES0930'LINE OF THE HIGHWAY AND 5 FEET EAST OF THE WITNESS POST AND SIGN.
 ES0930'
 ES0930'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PORTER RM 1 1983---.  IT IS
 ES0930'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0930'
 ES0930'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PORTER RM 2 1983---.  IT IS
 ES0930'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0930'
 ES0930'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST ON
 ES0930'HOPI DRIVE 0.1 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL SOUTH
 ES0930'ALONG STATE ROUTE 77 FOR 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT
 ES0930'AND TRAVEL SOUTHWEST ALONG S.R. 377 FOR 12.45 MILE TO THE STATION ON
 ES0930'THE RIGHT AT MILEPOST 21.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0989 ***********************************************************************
 ET0989  DESIGNATION -  PORTER MTN=ANDERSON
 ET0989  PID         -  ET0989
 ET0989  STATE/COUNTY-  AZ/YAVAPAI
 ET0989  USGS QUAD   -  IRON SPRINGS (1979)
 ET0989
 ET0989                         *CURRENT SURVEY CONTROL
 ET0989  ___________________________________________________________________
 ET0989* NAD 83(1992)-  34 31 20.66821(N)    112 33 19.19554(W)     ADJUSTED  
 ET0989* NAVD 88     -      2180.     (meters)    7152.     (feet)  SCALED    
 ET0989  ___________________________________________________________________
 ET0989  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 ET0989  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0989  HORZ ORDER  -  THIRD
 ET0989
 ET0989.The horizontal coordinates were established by classical geodetic methods
 ET0989.and adjusted by the National Geodetic Survey in August 1993.
 ET0989
 ET0989.The orthometric height was scaled from a topographic map.
 ET0989
 ET0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0989
 ET0989.The geoid height was determined by GEOID03.
 ET0989
 ET0989;                    North         East     Units Scale Factor Converg.
 ET0989;SPC AZ C     -   390,782.456   154,726.103   MT  0.99994236   -0 21 43.1
 ET0989;SPC AZ C     - 1,282,094.67    507,631.57   iFT  0.99994236   -0 21 43.1
 ET0989;UTM  12      - 3,821,180.222   357,247.358   MT  0.99985118   -0 52 53.8
 ET0989
 ET0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0989!SPC AZ C     -   0.99966210  x   0.99994236  =   0.99960448
 ET0989!UTM  12      -   0.99966210  x   0.99985118  =   0.99951333
 ET0989
 ET0989                          SUPERSEDED SURVEY CONTROL
 ET0989
 ET0989  NAD 83(1986)-  34 31 20.66542(N)    112 33 19.19564(W) AD(       ) 3
 ET0989  NAD 27      -  34 31 20.57616(N)    112 33 16.57900(W) AD(       ) 3
 ET0989
 ET0989.Superseded values are not recommended for survey control.
 ET0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0989.See file dsdata.txt to determine how the superseded data were derived.
 ET0989
 ET0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5724721180(NAD 83)
 ET0989_MARKER: DD = SURVEY DISK
 ET0989_SETTING: 66 = SET IN ROCK OUTCROP
 ET0989_SP_SET: SET IN A ROCK LEDGE
 ET0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0989+STABILITY: POSITION/ELEVATION WELL
 ET0989
 ET0989  HISTORY     - Date     Condition        Report By
 ET0989  HISTORY     - 1935     MONUMENTED       USFS
 ET0989
 ET0989                          STATION DESCRIPTION
 ET0989
 ET0989'DESCRIBED BY US FOREST SERVICE 1935
 ET0989'STATION IS ON SOUTHEASTERLY OF TWO HEAVILY TIMBERED MOUNTAINS
 ET0989'6 MILES (AIR LINE) W OF PRESCOTT.
 ET0989'
 ET0989'STATION MARK IS A STANDARD U.S.F.S. TABLET IN LEDGE ROCK, STAMPED
 ET0989'ANDERSON 1935.
 ET0989'
 ET0989'TO REACH STATION FROM PRESCOTT, TAKE THE THUMB BUTTE ROAD
 ET0989'WESTWARDLY TO INTERSECTION WITH ROAD TO ANDERSONS CAMP, TAKE
 ET0989'THE LATTER ROAD SOUTHERLY THROUGH ABANDONED CAMP TO A BURNED
 ET0989'AREA.  FROM HERE IT IS ABOUT ONE HOURS CLIMB TO TOP OF MOUNTAIN
 ET0989'AND STATION.
 ET0989'
 ET0989'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY WHITEWASHED
 ET0989'ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0931 ***********************************************************************
 ES0931  DESIGNATION -  PORTERS
 ES0931  PID         -  ES0931
 ES0931  STATE/COUNTY-  AZ/NAVAJO
 ES0931  USGS QUAD   -  HANKS DRAW (1990)
 ES0931
 ES0931                         *CURRENT SURVEY CONTROL
 ES0931  ___________________________________________________________________
 ES0931* NAD 83(1992)-  34 23 40.83161(N)    110 40 17.42125(W)     ADJUSTED  
 ES0931* NAVD 88     -      2149.8    (meters)    7053.     (feet)  VERTCON   
 ES0931  ___________________________________________________________________
 ES0931  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 ES0931  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0931  HORZ ORDER  -  SECOND
 ES0931
 ES0931.The horizontal coordinates were established by classical geodetic methods
 ES0931.and adjusted by the National Geodetic Survey in August 1993.
 ES0931
 ES0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0931
 ES0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0931
 ES0931.The geoid height was determined by GEOID03.
 ES0931
 ES0931;                    North         East     Units Scale Factor Converg.
 ES0931;SPC AZ E     -   376,544.744   166,941.766   MT  0.99992655   -0 17 06.7
 ES0931;SPC AZ E     - 1,235,383.02    547,709.21   iFT  0.99992655   -0 17 06.7
 ES0931;UTM  12      - 3,805,967.113   530,194.760   MT  0.99961124   +0 11 08.0
 ES0931
 ES0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0931!SPC AZ E     -   0.99966639  x   0.99992655  =   0.99959296
 ES0931!UTM  12      -   0.99966639  x   0.99961124  =   0.99927775
 ES0931
 ES0931|---------------------------------------------------------------------|
 ES0931| PID    Reference Object                     Distance      Geod. Az  |
 ES0931|                                                           dddmmss.s |
 ES0931| DZ1416 PORTERS RM 2                          9.672 METERS 00146     |
 ES0931| ES0951 WALNUT                              APPROX. 1.0 KM 1754401.0 |
 ES0931| DZ1415 PORTERS RM 1                          9.745 METERS 18040     |
 ES0931|---------------------------------------------------------------------|
 ES0931
 ES0931                          SUPERSEDED SURVEY CONTROL
 ES0931
 ES0931  NAD 83(1986)-  34 23 40.82552(N)    110 40 17.42576(W) AD(       ) 2
 ES0931  NGVD 29 (08/03/87) 2148.8    (m)         7050.     (f) VERT ANG    3  
 ES0931
 ES0931.Superseded values are not recommended for survey control.
 ES0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0931.See file dsdata.txt to determine how the superseded data were derived.
 ES0931
 ES0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3019505967(NAD 83)
 ES0931_MARKER: DS = TRIANGULATION STATION DISK
 ES0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0931+STABILITY: SURFACE MOTION
 ES0931
 ES0931  HISTORY     - Date     Condition        Report By
 ES0931  HISTORY     - 1984     MONUMENTED       AZDT
 ES0931  HISTORY     - 19971011 GOOD             USPSQD
 ES0931
 ES0931                          STATION DESCRIPTION
 ES0931
 ES0931'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0931'FROM THE POST OFFICE IN HEBER, ARIZ., ON THE S.W. CORNER OF SR 260
 ES0931'AND BUCKSKIN RD. PROCEED WEST ON SR 260 FOR 5.86 MILES TO MILE POST
 ES0931'298.05 STATION IS ON RIGHT. IT IS A DRIVE STATION, WITNESS POST
 ES0931'AND SIGN ARE 4 FT. E.S.E. OF STATION.  STATION IS 53 FT. W.N.W. OF
 ES0931'CENTERLINE OF S.R. 260. STATION IS 40 FT. E.S.E OF W.B. RIGHT OF WAY F
 ES0931'STATION MARK IS STANDARD AGS AC SET IN TOP OF A 10 INCH ROUND
 ES0931'CONCRETE POST STAMPED---PORTERS 1984---.
 ES0931'
 ES0931'REFERENCE MARK NO 1 IS AN AZDT DISK STAMPED---PORTERS RM 1 1984---.  I
 ES0931'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0931'
 ES0931'REFERENCE MARK NO 2 IS AN AZDT DISK STAMPED---PORTERS RM 2 1984---.  I
 ES0931'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0931'
 ES0931'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0931'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 5.85 MILES TO
 ES0931'MILE POST 298 AND THE STATION ON THE RIGHT.
 ES0931
 ES0931                          STATION RECOVERY (1997)
 ES0931
 ES0931'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0869 ***********************************************************************
 DW0869  DESIGNATION -  POSA
 DW0869  PID         -  DW0869
 DW0869  STATE/COUNTY-  AZ/LA PAZ
 DW0869  USGS QUAD   -  BOUSE SW (1990)
 DW0869
 DW0869                         *CURRENT SURVEY CONTROL
 DW0869  ___________________________________________________________________
 DW0869* NAD 83(1992)-  33 47 22.78713(N)    114 12 59.01230(W)     ADJUSTED  
 DW0869* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 DW0869  ___________________________________________________________________
 DW0869  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 DW0869  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DW0869  HORZ ORDER  -  SECOND
 DW0869
 DW0869.The horizontal coordinates were established by classical geodetic methods
 DW0869.and adjusted by the National Geodetic Survey in August 1993.
 DW0869
 DW0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0869
 DW0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0869
 DW0869.The geoid height was determined by GEOID03.
 DW0869
 DW0869;                    North         East     Units Scale Factor Converg.
 DW0869;SPC AZ W     -   309,433.587   170,169.234   MT  0.99995632   -0 15 33.8
 DW0869;SPC AZ W     - 1,015,202.06    558,298.01   iFT  0.99995632   -0 15 33.8
 DW0869;UTM  11      - 3,742,318.139   757,730.963   MT  1.00041896   +1 32 56.2
 DW0869
 DW0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0869!SPC AZ W     -   0.99996433  x   0.99995632  =   0.99992065
 DW0869!UTM  11      -   0.99996433  x   1.00041896  =   1.00038327
 DW0869
 DW0869|---------------------------------------------------------------------|
 DW0869| PID    Reference Object                     Distance      Geod. Az  |
 DW0869|                                                           dddmmss.s |
 DW0869| CF0484 POSA RM 1                            11.927 METERS 18726     |
 DW0869| CF0485 POSA RM 2                            12.131 METERS 26648     |
 DW0869| CF0483 POSA AZ MK                                         3592013.1 |
 DW0869|---------------------------------------------------------------------|
 DW0869
 DW0869                          SUPERSEDED SURVEY CONTROL
 DW0869
 DW0869  NAD 83(1986)-  33 47 22.78587(N)    114 12 59.01957(W) AD(       ) 2
 DW0869  NAD 27      -  33 47 22.70900(N)    114 12 56.19400(W) AD(       ) 2
 DW0869  NGVD 29 (07/19/86)  258.3    (m)          847.     (f) VERT ANG    3  
 DW0869
 DW0869.Superseded values are not recommended for survey control.
 DW0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0869.See file dsdata.txt to determine how the superseded data were derived.
 DW0869
 DW0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT5773142318(NAD 83)
 DW0869_MARKER: DS = TRIANGULATION STATION DISK
 DW0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0869_STAMPING: POSA 1949
 DW0869_MARK LOGO: CGS   
 DW0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0869+STABILITY: SURFACE MOTION
 DW0869
 DW0869  HISTORY     - Date     Condition        Report By
 DW0869  HISTORY     - 1949     MONUMENTED       CGS
 DW0869  HISTORY     - 1981     GOOD             NGS
 DW0869  HISTORY     - 19980112 GOOD             AZDT
 DW0869
 DW0869                          STATION DESCRIPTION
 DW0869
 DW0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0869'THE STATION IS LOCATED ABOUT 25 MILES AIRLINE SOUTH OF PARKER
 DW0869'AND ABOUT 9 MILES AIRLINE NORTH OF QUARTZSITE ALONG THE POWER
 DW0869'LINE.  THE STATION MARK PROJECTS 4 INCHES, IS SET 25 PACES EAST
 DW0869'OF THE POWERLINE ROAD, 20 PACES EAST OF POLE NO. 297 AND 10
 DW0869'FEET WEST OF A WHITE WITNESS POST ON A SMALL SANDY KNOLL.
 DW0869'IT IS STAMPED, POSA 1949.
 DW0869'
 DW0869'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS SET 2 FEET LOWER
 DW0869'THAN THE STATION MARK, 24 PACES EAST OF THE POWER LINE ROAD.
 DW0869'IT IS STAMPED, POSA NO 1 1949.
 DW0869'
 DW0869'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS SET 3 FEET LOWER THAN
 DW0869'THE STATION MARK, 10 PACES EAST-SOUTHEAST OF POLE NO. 297.  IT
 DW0869'IS STAMPED, POSA NO 2 1949.
 DW0869'
 DW0869'THE AZIMUTH MARK PROJECTS 8 INCHES, IS SET 15 PACES EAST OF
 DW0869'POLE NO. 294 AND 3 FEET WEST OF A WHITE WITNESS POST.  IT IS
 DW0869'STAMPED, POSA 1949.
 DW0869'
 DW0869'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO
 DW0869'EAST ON U.S. HIGHWAY 60 FOR 0.1 MILE TO A ROAD LEFT.  TURN LEFT, GO
 DW0869'1.5 MILE TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 3.6 MILES
 DW0869'TO A ROAD RIGHT.  TURN RIGHT, GO 0.5 MILE TO CORRALS AND A
 DW0869'WINDMILL.  CONTINUE EASTERLY 2.6 MILES TO A CROSSROAD AT
 DW0869'POWER LINE.  TURN LEFT, GO NORTH 3.0 MILES TO POLE NO. 297 AND
 DW0869'STATION ON RIGHT.  A DRIVE STATION.
 DW0869
 DW0869                          STATION RECOVERY (1981)
 DW0869
 DW0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0869'RECOVERED AS DESCRIBED.
 DW0869
 DW0869                          STATION RECOVERY (1998)
 DW0869
 DW0869'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DW0869'RECOVERED IN GOOD CONDITION.  NOTE--FROM CENTERLINE US 95 AND I-10
 DW0869'OVERPASS, GO NORTH ON US 95 FOR 8.7 MILES (14.0 KM) TO MP 117.45 AND
 DW0869'STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1157 ***********************************************************************
 CY1157  DESIGNATION -  POSEY
 CY1157  PID         -  CY1157
 CY1157  STATE/COUNTY-  AZ/GRAHAM
 CY1157  USGS QUAD   -  MARTIN WELL (1974)
 CY1157
 CY1157                         *CURRENT SURVEY CONTROL
 CY1157  ___________________________________________________________________
 CY1157* NAD 83(1992)-  32 26 01.43643(N)    109 20 42.06545(W)     ADJUSTED  
 CY1157* NAVD 88     -      1046.37   (+/-2cm)    3433.0    (feet)  VERTCON   
 CY1157  ___________________________________________________________________
 CY1157  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 CY1157  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY1157  HORZ ORDER  -  FIRST
 CY1157  VERT ORDER  -  THIRD ? (See Below)
 CY1157
 CY1157.The horizontal coordinates were established by classical geodetic methods
 CY1157.and adjusted by the National Geodetic Survey in August 1993.
 CY1157
 CY1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1157.The vertical order pertains to the NGVD 29 superseded value.
 CY1157
 CY1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1157
 CY1157.The geoid height was determined by GEOID03.
 CY1157
 CY1157;                    North         East     Units Scale Factor Converg.
 CY1157;SPC AZ E     -   159,256.202   290,625.841   MT  0.99997360   +0 26 26.5
 CY1157;SPC AZ E     -   522,494.10    953,496.85   iFT  0.99997360   +0 26 26.5
 CY1157;UTM  12      - 3,589,718.684   655,590.782   MT  0.99989853   +0 53 16.0
 CY1157
 CY1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1157!SPC AZ E     -   0.99983995  x   0.99997360  =   0.99981355
 CY1157!UTM  12      -   0.99983995  x   0.99989853  =   0.99973849
 CY1157
 CY1157|---------------------------------------------------------------------|
 CY1157| PID    Reference Object                     Distance      Geod. Az  |
 CY1157|                                                           dddmmss.s |
 CY1157| CC8036 POSEY RM 1                            8.590 METERS 02725     |
 CY1157| CC8035 POSEY AZ MK                                        1040636.2 |
 CY1157| CC8037 POSEY RM 2                           10.050 METERS 11930     |
 CY1157|---------------------------------------------------------------------|
 CY1157
 CY1157                          SUPERSEDED SURVEY CONTROL
 CY1157
 CY1157  NAD 83(1986)-  32 26 01.43181(N)    109 20 42.06219(W) AD(       ) 1
 CY1157  NAD 27      -  32 26 01.16300(N)    109 20 39.83900(W) AD(       ) 1
 CY1157  NGVD 29 (07/19/86) 1045.71   (m)         3430.8    (f) LEVELING    3  
 CY1157
 CY1157.Superseded values are not recommended for survey control.
 CY1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1157.See file dsdata.txt to determine how the superseded data were derived.
 CY1157
 CY1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5559189719(NAD 83)
 CY1157_MARKER: DS = TRIANGULATION STATION DISK
 CY1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1157
 CY1157  HISTORY     - Date     Condition        Report By
 CY1157  HISTORY     - 1945     MONUMENTED       CGS
 CY1157  HISTORY     - 1967     GOOD             AMS
 CY1157
 CY1157                          STATION DESCRIPTION
 CY1157
 CY1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1157'STATION IS LOCATED 13-1/2 MILES (AIR LINE) NNW OF SAN SIMON,
 CY1157'10-1/2 MILES NE OF BOWIE, 1/2 MILE N OF THE GRAHAM-COCHISE
 CY1157'COUNTY LINE, AND AT THE INTERSECTION OF THE WHITLOCK VALLEY-SAN
 CY1157'SIMON-BOWIE ROADS.  IT IS 1/8 MILE ENE OF THE POSEY RANCH.
 CY1157'
 CY1157'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE, GO N FOR
 CY1157'0.25 MILE CROSSING THE RAILROAD TRACKS TO THE SECOND RIGHT
 CY1157'HAND FORK AFTER CROSSING THE CATTLE GUARD.  TURN RIGHT ON THIS
 CY1157'FORK AND FOLLOW THE MAIN ROAD FOR 10.6 MILES TO A CATTLE
 CY1157'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE 1.2 MILES TO A
 CY1157'FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE TO STATION, JUST
 CY1157'BEYOND A CROSS ROAD AND TO THE E OF THE ROAD WHICH LEADS N.
 CY1157'
 CY1157'STATION IS 95 FEET E OF THE MAIN ROAD LEADING N, 86 FEET
 CY1157'N OF AN E-W ROAD, AND 12 FEET NE OF A 4 INCH SQUARE WHITE
 CY1157'WITNESS POST.  IT IS MARKED BY A BRONZE STATION DISK SET IN
 CY1157'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 CY1157'ABOVE THE GROUND AND IS STAMPED POSEY 1945.  AN UNDERGROUND
 CY1157'MARK WAS SET IN CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 CY1157'GROUND.  A BRONZE STATION DISK.
 CY1157'
 CY1157'REFERENCE MARK 1 IS NNE OF THE STATION AND AT ABOUT THE SAME
 CY1157'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CY1157'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND
 CY1157'AND IS STAMPED POSEY NO 1 1945.
 CY1157'
 CY1157'REFERENCE MARK 2 IS ESE OF THE STATION AND AT ABOUT THE SAME
 CY1157'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CY1157'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND
 CY1157'AND IS STAMPED POSEY NO 2 1945.
 CY1157'
 CY1157'AZIMUTH MARK IS 0.95 MILE ESE OF THE STATION AND 3-1/2 FEET
 CY1157'N OF A 4 INCH SQUARE WHITE WITNESS POST.  IT IS A BRONZE
 CY1157'AZIMUTH DISK SET NEAR THE SW CORNER OF A CATTLE GUARD IN A
 CY1157'DRILL HOLE IN THE CONCRETE WALL.  THE CATTLE GUARD IS ON
 CY1157'THE ROAD LEADING E FROM NEAR THE STATION.  STAMPED POSEY 1945.
 CY1157
 CY1157                          STATION RECOVERY (1967)
 CY1157
 CY1157'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1157'ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1130 ***********************************************************************
 CY1130  DESIGNATION -  POSITIVE
 CY1130  PID         -  CY1130
 CY1130  STATE/COUNTY-  AZ/COCHISE
 CY1130  USGS QUAD   -  ENGINE MOUNTAIN (1987)
 CY1130
 CY1130                         *CURRENT SURVEY CONTROL
 CY1130  ___________________________________________________________________
 CY1130* NAD 83(1992)-  32 23 08.62433(N)    109 04 26.01743(W)     ADJUSTED  
 CY1130* NAVD 88     -      1951.9    (meters)    6404.     (feet)  VERTCON   
 CY1130  ___________________________________________________________________
 CY1130  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 CY1130  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CY1130  HORZ ORDER  -  THIRD
 CY1130
 CY1130.The horizontal coordinates were established by classical geodetic methods
 CY1130.and adjusted by the National Geodetic Survey in August 1993.
 CY1130
 CY1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1130
 CY1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1130
 CY1130.The geoid height was determined by GEOID03.
 CY1130
 CY1130;                    North         East     Units Scale Factor Converg.
 CY1130;SPC AZ E     -   154,161.512   316,177.311   MT  1.00003032   +0 35 07.3
 CY1130;SPC AZ E     -   505,779.24  1,037,327.14   iFT  1.00003032   +0 35 07.3
 CY1130;SPC NM W     -   154,315.769   713,274.773   MT  1.00008463   -0 39 52.3
 CY1130;SPC NM W     -   506,284.32  2,340,135.65   sFT  1.00008463   -0 39 52.3
 CY1130;UTM  12      - 3,584,823.662   681,179.919   MT  1.00000481   +1 01 55.0
 CY1130
 CY1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1130!SPC AZ E     -   0.99969772  x   1.00003032  =   0.99972804
 CY1130!SPC NM W     -   0.99969772  x   1.00008463  =   0.99978233
 CY1130!UTM  12      -   0.99969772  x   1.00000481  =   0.99970253
 CY1130
 CY1130:                Primary Azimuth Mark                     Grid Az
 CY1130:SPC AZ E     -  DOUBTFUL                                 126 04 09.5
 CY1130:SPC NM W     -  DOUBTFUL                                 127 19 09.1
 CY1130:UTM  12      -  DOUBTFUL                                 125 37 21.8
 CY1130
 CY1130|---------------------------------------------------------------------|
 CY1130| PID    Reference Object                     Distance      Geod. Az  |
 CY1130|                                                           dddmmss.s |
 CY1130| CY1131 DOUBTFUL                            APPROX. 2.0 KM 1263916.8 |
 CY1130|---------------------------------------------------------------------|
 CY1130
 CY1130                          SUPERSEDED SURVEY CONTROL
 CY1130
 CY1130  NAD 83(1986)-  32 23 08.61983(N)    109 04 26.01568(W) AD(       ) 3
 CY1130  NAD 27      -  32 23 08.33781(N)    109 04 23.81107(W) AD(       ) 3
 CY1130  NGVD 29 (07/19/86) 1951.1    (m)         6401.     (f) VERT ANG    3  
 CY1130
 CY1130.Superseded values are not recommended for survey control.
 CY1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1130.See file dsdata.txt to determine how the superseded data were derived.
 CY1130
 CY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA8118084824(NAD 83)
 CY1130_MARKER: DD = SURVEY DISK
 CY1130_SETTING: 0 = UNSPECIFIED SETTING
 CY1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1130
 CY1130  HISTORY     - Date     Condition        Report By
 CY1130  HISTORY     - 1948     MONUMENTED       USGS
 CY1130
 CY1130                          STATION DESCRIPTION
 CY1130
 CY1130'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1130'LOCATED ABOUT 12 MI. (AIRLINE) NE. OF SAN SIMON, ON HIGH DARK
 CY1130'MOUNTAIN TOP, AT HEADS OF OLD HORSESHOE CANYON AND LITTLE DOUBTFUL
 CY1130'CANYON.  STATION IS 2 FT. LOWER THAN HIGHEST POINT OF MOUNTAIN AND
 CY1130'74 FT. W. OF SMALL DRIED CEDAR.
 CY1130'
 CY1130'TO REACH FROM SAN SIMON, DRIVE E. ON HIGHWAY 86 FOR 3.1 MI. TO STATE
 CY1130'HIGHWAY CHECKING STATION, THEN LEFT N. 0.6 MI. ON GRAVEL RD. TO GATE
 CY1130'ON RIGHT, PASS THROUGH GATE AND FOLLOW MAIN TRAVELED RD. IN EASTERLY
 CY1130'DIRECTION FOR 7.9 MI. TO ADOBE SHACK AND WINDMILL IN WEST DOUBTFUL
 CY1130'CANYON, CONTINUE 2.1 MI. TO FORKS, TAKE LEFT FORK NE., THENCE NW.
 CY1130'FOR 2.5 MI. TO ADOBE SHACK AND WINDMILL IN LITTLE DOUBTFUL CANYON,
 CY1130'CONTINUE UP CANYON 0.7 MI., THEN 0.3 MI. ON DIM TRACKS TO THE RIGHT
 CY1130'AND END OF TRUCK TRAVEL.  PACK UP STEEP CANYON ON THE RIGHT (N.) ABOUT
 CY1130'0.6 MI. TO SADDLE IN RIDGE TOP, THENCE LEFT (NW.) ALONG RIDGE TOP
 CY1130'ABOUT 0.6 MI. TO HIGH DARK MOUNTAIN TOP AND STATION.  A 1-1/2 HOUR
 CY1130'PACK.
 CY1130'
 CY1130'STATION MARK--STANDARD TABLET, STAMPED ---POSITIVE 1948---, AND
 CY1130'CEMENTED IN LAVA OUTCROP.
 CY1130'
 CY1130'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1130'---POSITIVE NO. 1 1948---, CEMENTED IN LAVA OUTCROP 26.19 FT. FROM
 CY1130'STATION MARK, S 16 DEG 28 MIN W.
 CY1130'
 CY1130'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 CY1130'---POSITIVE NO. 2 1948---, CEMENTED IN LAVA OUTCROP 25.74 FT. FROM
 CY1130'STATION MARK,  S 61 DEG 35 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1432 ***********************************************************************
 DA1432  DESIGNATION -  POSO
 DA1432  PID         -  DA1432
 DA1432  STATE/COUNTY-  AZ/YUMA
 DA1432  USGS QUAD   -  TACNA (1982)
 DA1432
 DA1432                         *CURRENT SURVEY CONTROL
 DA1432  ___________________________________________________________________
 DA1432* NAD 83(1992)-  32 38 35.95074(N)    113 59 52.43206(W)     ADJUSTED  
 DA1432* NAVD 88     -       432.0    (meters)    1417.     (feet)  VERTCON   
 DA1432  ___________________________________________________________________
 DA1432  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DA1432  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DA1432  HORZ ORDER  -  FIRST
 DA1432
 DA1432.The horizontal coordinates were established by classical geodetic methods
 DA1432.and adjusted by the National Geodetic Survey in August 1993.
 DA1432
 DA1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1432
 DA1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1432
 DA1432.The geoid height was determined by GEOID03.
 DA1432
 DA1432;                    North         East     Units Scale Factor Converg.
 DA1432;SPC AZ W     -   182,232.401   190,101.909   MT  0.99994000   -0 08 01.4
 DA1432;SPC AZ W     -   597,875.33    623,693.93   iFT  0.99994000   -0 08 01.4
 DA1432;UTM  12      - 3,615,717.270   218,773.440   MT  1.00057535   -1 37 05.3
 DA1432;UTM  11      - 3,615,728.424   781,621.119   MT  1.00057809   +1 37 13.5
 DA1432
 DA1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1432!SPC AZ W     -   0.99993737  x   0.99994000  =   0.99987737
 DA1432!UTM  12      -   0.99993737  x   1.00057535  =   1.00051268
 DA1432!UTM  11      -   0.99993737  x   1.00057809  =   1.00051542
 DA1432
 DA1432|---------------------------------------------------------------------|
 DA1432| PID    Reference Object                     Distance      Geod. Az  |
 DA1432|                                                           dddmmss.s |
 DA1432| CH3965 POSO RM 1                             5.228 METERS 07638     |
 DA1432| DB1238 MUGG                                APPROX.30.3 KM 3092401.0 |
 DA1432| CH3966 POSO RM 2                             5.338 METERS 31356     |
 DA1432|---------------------------------------------------------------------|
 DA1432
 DA1432                          SUPERSEDED SURVEY CONTROL
 DA1432
 DA1432  NAD 83(1986)-  32 38 35.94862(N)    113 59 52.43756(W) AD(       ) 1
 DA1432  NAD 27      -  32 38 35.77400(N)    113 59 49.68400(W) AD(       ) 1
 DA1432  NGVD 29 (06/20/88)  431.3    (m)         1415.     (f) VERT ANG    3  
 DA1432
 DA1432.Superseded values are not recommended for survey control.
 DA1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1432.See file dsdata.txt to determine how the superseded data were derived.
 DA1432
 DA1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB1877315717(NAD 83)
 DA1432_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1432_SETTING: 0 = UNSPECIFIED SETTING
 DA1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1432
 DA1432  HISTORY     - Date     Condition        Report By
 DA1432  HISTORY     - 1920     MONUMENTED       CGS
 DA1432  HISTORY     - 1934     GOOD             CGS
 DA1432  HISTORY     - 1952     GOOD             USE
 DA1432  HISTORY     - 1962     GOOD             AMS
 DA1432  HISTORY     - 1964     GOOD             USGS
 DA1432  HISTORY     - 1972     GOOD             AZHD
 DA1432
 DA1432                          STATION DESCRIPTION
 DA1432
 DA1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1432'STATION IS ABOUT 9 MILES AIR LINE E 15 DEG S FROM WELLTON
 DA1432'RAILROAD STATION, 3 MILES S OF TACNA RAILROAD STATION, ON
 DA1432'THE HIGHEST AND MOST WESTERLY PEAK OF THE POSO BUTTE.
 DA1432'
 DA1432'THE STATION IS BEST REACHED BY GOING TO THE MOHAWK-WELLTON
 DA1432'ROAD WHICH FOLLOWS ON N SIDE AND CLOSE TO THE SOUTHERN PACIFIC
 DA1432'RAILROAD, FOLLOW THIS ROAD TO TACNA STATION, CROSS TRACK AND
 DA1432'FOLLOW TRUCK TRACKS ACROSS DESERT LEADING S TO THE BASE OF THE
 DA1432'BUTTE.
 DA1432
 DA1432                          STATION RECOVERY (1934)
 DA1432
 DA1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1432'STATION IS ON THE HIGHEST AND MOST NORTHEASTERN OF BAKER
 DA1432'PEAKS, ABOUT 3 MILES AIR LINE S OF THE TOWN OF TACNA.
 DA1432'
 DA1432'TO REACH STATION FROM WELLTON AS FOLLOWS--FOLLOW U.S. HIGHWAY
 DA1432'80 E FOR 3.7 MILES, TURN RIGHT AT A SIGN ON THE LEFT OF THE
 DA1432'ROAD READING MOHAWK 19 YUMA 44.  CROSS THE TRACKS AND FOLLOW
 DA1432'THE MAIN-TRAVELED ROAD (BAKER TANK ROAD) FOR 5.3 MILES, TURN
 DA1432'LEFT OFF ROAD JUST BEFORE IT ENTERS A WASH, DRIVE ACROSS
 DA1432'COUNTRY N AND E FOR 0.5 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 DA1432'WALK N TO THE LOW PASS S OF THE STATION, THEN E THROUGH PASS
 DA1432'TO CANYON LEADING UP TO RIDGE.  FOLLOW UP RIGHT SIDE OF CANYON
 DA1432'TO NOTCH IN RIDGE JUST E OF STATION, THENCE W UP STEEP AND
 DA1432'DANGEROUS CLIMB TO STATION.
 DA1432'
 DA1432'IT MAY BE POSSIBLE TO DRIVE CLOSER TO THE STATION BY CONTINUING
 DA1432'ON THE ROAD TO THE SE SIDE OF THE RANGE AND THEN DRIVE N.
 DA1432'THERE IS A ROAD LEADING S FROM U.S. HIGHWAY 80 ABOUT 1 MILE
 DA1432'E OF TACNA WHICH FOLLOWS A POLE LINE TO WITHIN ABOUT 2 MILES
 DA1432'OF STATION, A TRUCK WHICH WILL TRAVERSE BAD SAND COULD BE
 DA1432'DRIVEN TO THE BASE OF THE STATION PEAK BY THIS ROUTE.
 DA1432
 DA1432                          STATION RECOVERY (1952)
 DA1432
 DA1432'RECOVERY NOTE BY US ENGINEERS 1952
 DA1432'RECOVERY TO BASE OF PEAK ONLY.
 DA1432'
 DA1432'TO REACH FROM TACNA, FROM HWY 80 AT TACNA (7.7 MILES EAST OF
 DA1432'WELLTON) TURN SOUTH AND GO 0.05 MILE (CROSSING RAILROAD) TO
 DA1432'A FORK AND POLE 18241, TAKE LEFT FORK ON WELL TRAVELED TRACK
 DA1432'ROAD AND GO 0.45 MILE TERMINATED BY A RAMP ONTO NEW LEVEE, TAKE
 DA1432'A RIGHT FORK OFF OF LEVEE MAKING A SHARP RIGHT TURN AT THE BOTTOM
 DA1432'AND GO WEST 0.15 MILE IN THE BURROW CHANNEL, MAKE LEFT TURN
 DA1432'OUT OF CHANNEL ONTO A SOFT SANDY ROAD AND GO 0.1 MILE TO A
 DA1432'FORK, GO STRAIGHT AHEAD 4.2 MILES CIRCLING COUNTERCLOCKWISE
 DA1432'AROUND BAKER PEAKS AND ARRIVING AT A LARGE STONE MULTIPLE
 DA1432'FIREPLACE WITH OVERHEAD SHELTER, TURN LEFT AND GO CROSS
 DA1432'COUNTRY 0.5 MILE UNTIL HALTED BY LARGE WASH.  FROM HERE WALK
 DA1432'NORTH TO THE LOW PASS SOUTH OF THE STATION, THEN EAST
 DA1432'THROUGH PASS TO CANYON LEADING UP TO RIDGE.  FOLLOW UP
 DA1432'RIGHT SIDE OF CANYON TO NOTCH ON RIDGE JUST EAST OF
 DA1432'STATION.  THENCE WEST UP STEEP TO STATION.
 DA1432'
 DA1432'ALTERNATE ROUTE (BETTER FOR 2 WHEEL DRIVE VEHICLE).  PROCEED
 DA1432'AS BEFORE TO NEW LEVEE, AFTER MAKING SHARP RIGHT TURN INTO
 DA1432'BURROW CHANNEL SOUTH OF LEVEE, GO WEST 2.95 MILES IN THE
 DA1432'CHANNEL TO A ROAD LEFT, TURN LEFT (SOUTH) AND GO 1.45 MILES TO
 DA1432'AN INTERSECTION WITH A GRADED ROAD AND AN OLD ARROW SIGN
 DA1432'BAKER TANKS, GO STRAIGHT AHEAD 2.85 MILES (PAST A FORK AT
 DA1432'2.25 MILES) AND ARRIVE AT THE LARGE MULTIPLE FIREPLACE
 DA1432'MENTIONED ABOVE.  PROCEED AS NOTED BEFORE.
 DA1432
 DA1432                          STATION RECOVERY (1962)
 DA1432
 DA1432'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1432'RECOVERED AS DESCRIBED BY NGS.  FIELD WORK DONE BY AMS.
 DA1432
 DA1432                          STATION RECOVERY (1964)
 DA1432
 DA1432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1432'RECOVERED AS DESCRIBED BY NGS.
 DA1432
 DA1432                          STATION RECOVERY (1972)
 DA1432
 DA1432'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (RG)
 DA1432'GENERAL LOCATION SOUTH-CENTRAL YUMA COUNTY, 5 MI SW OF
 DA1432'TACNA ON THE HIGHEST PEAK OF THE BAKER PEAKS.
 DA1432'
 DA1432'STATION WAS REACHED BY HELICOPTER.
 DA1432'
 DA1432'STATION MARK STD. U.S.C. AND G.S. B.C. STAMPED POST 1920.
 DA1432'
 DA1432'REFERENCE MARKS AS DESCRIBED.
 DA1432'
 DA1432'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1498 ***********************************************************************
 DA1498  DESIGNATION -  POSO
 DA1498  PID         -  DA1498
 DA1498  STATE/COUNTY-  AZ/PIMA
 DA1498  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA1498
 DA1498                         *CURRENT SURVEY CONTROL
 DA1498  ___________________________________________________________________
 DA1498* NAD 83(1992)-  32 18 00.89346(N)    112 39 14.15793(W)     ADJUSTED  
 DA1498* NAVD 88     -       657.     (meters)    2156.     (feet)  VERTCON   
 DA1498  ___________________________________________________________________
 DA1498  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DA1498  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DA1498  HORZ ORDER  -  THIRD
 DA1498
 DA1498.The horizontal coordinates were established by classical geodetic methods
 DA1498.and adjusted by the National Geodetic Survey in August 1993.
 DA1498
 DA1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1498
 DA1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1498
 DA1498.The geoid height was determined by GEOID03.
 DA1498
 DA1498;                    North         East     Units Scale Factor Converg.
 DA1498;SPC AZ C     -   144,396.762   143,927.506   MT  0.99995943   -0 23 38.3
 DA1498;SPC AZ C     -   473,742.66    472,203.10   iFT  0.99995943   -0 23 38.3
 DA1498;UTM  12      - 3,574,917.933   344,279.093   MT  0.99989904   -0 53 02.3
 DA1498
 DA1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1498!SPC AZ C     -   0.99990181  x   0.99995943  =   0.99986125
 DA1498!UTM  12      -   0.99990181  x   0.99989904  =   0.99980086
 DA1498
 DA1498|---------------------------------------------------------------------|
 DA1498| PID    Reference Object                     Distance      Geod. Az  |
 DA1498|                                                           dddmmss.s |
 DA1498| CH6128 POSO RM 1                             4.001 METERS 03037     |
 DA1498| CH6127 POSO AZ MK                                         2704907.0 |
 DA1498| CH6129 POSO RM 2                             2.963 METERS 31057     |
 DA1498| DA1496 POSO REDONDO WHITE CROSS            APPROX. 2.2 KM 3174045.3 |
 DA1498|---------------------------------------------------------------------|
 DA1498
 DA1498                          SUPERSEDED SURVEY CONTROL
 DA1498
 DA1498  NAD 83(1986)-  32 18 00.88358(N)    112 39 14.16167(W) AD(       ) 3
 DA1498  NAD 27      -  32 18 00.66496(N)    112 39 11.63444(W) AD(       ) 3
 DA1498  NGVD 29 (07/19/86)  656.     (m)         2152.     (f) VERT ANG    3  
 DA1498
 DA1498.Superseded values are not recommended for survey control.
 DA1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1498.See file dsdata.txt to determine how the superseded data were derived.
 DA1498
 DA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4427974918(NAD 83)
 DA1498_MARKER: DS = TRIANGULATION STATION DISK
 DA1498_SETTING: 66 = SET IN ROCK OUTCROP
 DA1498
 DA1498  HISTORY     - Date     Condition        Report By
 DA1498  HISTORY     - 1936     MONUMENTED       CGS
 DA1498
 DA1498                          STATION DESCRIPTION
 DA1498
 DA1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1498'ON THE PAPAGO INDIAN RESERVATION, ABOUT 13 MILES WEST-SOUTHWEST
 DA1498'OF AJO, ABOUT 1-1/2 MILES SOUTHWEST OF THE INDIAN VILLAGE OF
 DA1498'POSO REDONDE, ON THE SOUTH END OF A LOW SPUR OF VOLCANIC ROCK
 DA1498'EXTENDING OUT FROM THE MAIN BODY OF THE RIDGE TO THE NORTH AT THE
 DA1498'EXTREME SOUTHWEST POINT OF THE MASS OF LAVA RIDGES, ON A SMALL,
 DA1498'BOULDER-STREWN PROMINENCE, ABOUT 10 FEET SOUTH OF A GNARLED
 DA1498'PALOVERDE TREE, IN BEDROCK IN THE CENTER OF THE NARROW SUMMIT.
 DA1498'MARKED BY A STANDARD BRONZE DISK.
 DA1498'REFERENCE MARK NO. 1 A STANDARD BRONZE REFERENCE DISK,
 DA1498'IN BEDROCK ON THE CREST OF THE SUMMIT, IS 4.001 METERS
 DA1498'(13.13 FEET) FROM STATION N 30 DEG 37 MIN E.  REFERENCE
 DA1498'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS IN
 DA1498'TOP OF THE ROCK MASS FORMING THE WEST FACE OF THE RIDGE AND
 DA1498'2.963 METERS (9.72 FEET) FROM STATION N 49 DEG 03
 DA1498'MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK, 20
 DA1498'FEET NORTH OF THE CENTER OF THE ROAD LEADING PAST THE BASE OF
 DA1498'THE STATION RIDGE, IN RANGE WITH THE STATION AND THE HIGH,
 DA1498'SKYLINE PEAK TO THE WEST, IS 0.15 MILE FROM STATION
 DA1498'S 89 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1496 ***********************************************************************
 DA1496  DESIGNATION -  POSO REDONDO WHITE CROSS
 DA1496  PID         -  DA1496
 DA1496  STATE/COUNTY-  AZ/PIMA
 DA1496  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA1496
 DA1496                         *CURRENT SURVEY CONTROL
 DA1496  ___________________________________________________________________
 DA1496* NAD 83(1992)-  32 18 53.86762(N)    112 40 10.96621(W)     ADJUSTED  
 DA1496* NAVD 88     -              **(meters)            **(feet)            
 DA1496  ___________________________________________________________________
 DA1496  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DA1496  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA1496  HORZ ORDER  -  THIRD
 DA1496
 DA1496.The horizontal coordinates were established by classical geodetic methods
 DA1496.and adjusted by the National Geodetic Survey in August 1993.
 DA1496
 DA1496
 DA1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1496
 DA1496.The geoid height was determined by GEOID03.
 DA1496
 DA1496;                    North         East     Units Scale Factor Converg.
 DA1496;SPC AZ C     -   146,038.772   142,452.834   MT  0.99996198   -0 24 09.3
 DA1496;SPC AZ C     -   479,129.83    467,364.94   iFT  0.99996198   -0 24 09.3
 DA1496;UTM  12      - 3,576,572.399   342,818.605   MT  0.99990467   -0 53 34.0
 DA1496
 DA1496                          SUPERSEDED SURVEY CONTROL
 DA1496
 DA1496  NAD 83(1986)-  32 18 53.85789(N)    112 40 10.97113(W) AD(       ) 4
 DA1496  NAD 27      -  32 18 53.64000(N)    112 40 08.44000(W) AD(       ) 3
 DA1496
 DA1496.Superseded values are not recommended for survey control.
 DA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1496.See file dsdata.txt to determine how the superseded data were derived.
 DA1496
 DA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4281976572(NAD 83)
 DA1496_MARKER: 91 = CHURCH CROSS
 DA1496
 DA1496  HISTORY     - Date     Condition        Report By
 DA1496  HISTORY     - 1936     FIRST OBSERVED   CGS
 DA1496
 DA1496                          STATION DESCRIPTION
 DA1496
 DA1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1496'A SMALL WHITE CROSS SET IN A SEMICONICAL BASE OF WHITEWASHED
 DA1496'ADOBE ON THE MISSION GROUNDS, IN THE INDIAN VILLAGE OF POSO
 DA1496'REDONDO, ON THE PAPAGO INDIAN RESERVATION, ABOUT 200 FEET
 DA1496'SOUTHEAST OF THE MISSION PROPER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0454 ***********************************************************************
 DT0454  DESIGNATION -  POST
 DT0454  PID         -  DT0454
 DT0454  STATE/COUNTY-  AZ/NAVAJO
 DT0454  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0454
 DT0454                         *CURRENT SURVEY CONTROL
 DT0454  ___________________________________________________________________
 DT0454* NAD 83(1992)-  33 57 15.89881(N)    109 55 39.66980(W)     ADJUSTED  
 DT0454* NAVD 88     -      1799.422  (meters)    5903.60   (feet)  ADJUSTED  
 DT0454  ___________________________________________________________________
 DT0454  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 DT0454  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 DT0454  DYNAMIC HT  -        1796.748 (meters)    5894.83  (feet)  COMP
 DT0454  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 DT0454
 DT0454  HORZ ORDER  -  THIRD
 DT0454  VERT ORDER  -  FIRST     CLASS II
 DT0454
 DT0454.The horizontal coordinates were established by classical geodetic methods
 DT0454.and adjusted by the National Geodetic Survey in August 1993.
 DT0454
 DT0454.The orthometric height was determined by differential leveling
 DT0454.and adjusted in June 1991.
 DT0454
 DT0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0454
 DT0454.The geoid height was determined by GEOID03.
 DT0454
 DT0454.The dynamic height is computed by dividing the NAVD 88
 DT0454.geopotential number by the normal gravity value computed on the
 DT0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0454.degrees latitude (g = 980.6199 gals.).
 DT0454
 DT0454.The modeled gravity was interpolated from observed gravity values.
 DT0454
 DT0454;                    North         East     Units Scale Factor Converg.
 DT0454;SPC AZ E     -   327,623.854   235,447.774   MT  0.99990601   +0 08 00.5
 DT0454;SPC AZ E     - 1,074,881.41    772,466.45   iFT  0.99990601   +0 08 00.5
 DT0454;UTM  12      - 3,757,619.661   599,080.925   MT  0.99972102   +0 35 56.3
 DT0454
 DT0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0454!SPC AZ E     -   0.99972133  x   0.99990601  =   0.99962736
 DT0454!UTM  12      -   0.99972133  x   0.99972102  =   0.99944242
 DT0454
 DT0454|---------------------------------------------------------------------|
 DT0454| PID    Reference Object                     Distance      Geod. Az  |
 DT0454|                                                           dddmmss.s |
 DT0454| DT0453 POST RM 1                            14.371 METERS 13733     |
 DT0454| DT0425 C 43                                 16.760 METERS 19744     |
 DT0454| DT0452 POST AZ MK                                         1993952.5 |
 DT0454|---------------------------------------------------------------------|
 DT0454
 DT0454                          SUPERSEDED SURVEY CONTROL
 DT0454
 DT0454  NAD 83(1986)-  33 57 15.89625(N)    109 55 39.67358(W) AD(       ) 3
 DT0454  NAD 27      -  33 57 15.72840(N)    109 55 37.30600(W) AD(       ) 3
 DT0454  NGVD 29 (07/19/86) 1798.56   (m)         5900.8    (f) LEVELING    3  
 DT0454
 DT0454.Superseded values are not recommended for survey control.
 DT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0454.See file dsdata.txt to determine how the superseded data were derived.
 DT0454
 DT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9908157620(NAD 83)
 DT0454_MARKER: DS = TRIANGULATION STATION DISK
 DT0454_SETTING: 80 = SET IN A BOULDER
 DT0454_SP_SET: BOULDER
 DT0454_STAMPING: POST 1958
 DT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0454+STABILITY: SURFACE MOTION
 DT0454
 DT0454  HISTORY     - Date     Condition        Report By
 DT0454  HISTORY     - 1958     MONUMENTED       CGS
 DT0454  HISTORY     - 1967     GOOD             AMS
 DT0454  HISTORY     - 1979     GOOD             NGS
 DT0454
 DT0454                          STATION DESCRIPTION
 DT0454
 DT0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0454'STATION IS LOCATED ABOUT 8.5 MILES NORTH NORTHEAST OF WHITERIVER
 DT0454'AND 9 MILES SOUTH SOUTHWEST OF MC NARY ON THE FORT APACHE
 DT0454'INDIAN RESERVATION.  IT IS 24 FEET WEST OF A FENCE AND 6 FEET
 DT0454'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISC SET IN A
 DT0454'DRILL HOLE IN AN IRREGULAR SHAPED BOULDER WHICH PROJECTS 4
 DT0454'INCHES AND IS STAMPED POST 1958.
 DT0454'
 DT0454'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF STATE
 DT0454'HIGHWAY NO. 73 AND 17 FEET EAST OF A FENCE.  IT IS A STANDARD
 DT0454'DISC SET IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER
 DT0454'WHICH PROJECTS 2 INCHES AND IS STAMPED POST NO 1 1958.
 DT0454'
 DT0454'C AND GS BM C 43 1934 WAS USED AS REFERENCE MARK NO. 2.  IT
 DT0454'IS A STANDARD DISC SET IN A DRILL HOLE IN AN IRREGULAR SHAPED
 DT0454'BOULDER WHICH PROJECTS 6 INCHES AND IS STAMPED C 43 1934.
 DT0454'
 DT0454'AZIMUTH MARK IS 71 FEET EAST OF STATE HIGHWAY NO. 73, 24 FEET
 DT0454'WEST OF A TREE WITH TRIANGLE BLAZE AND 18 FEET NORTH NORTHWEST
 DT0454'OF A TELEPHONE POLE.  IT IS A STANDARD DISC SET IN A DRILL HOLE
 DT0454'IN AN IRREGULAR SHAPED BOULDER WHICH PROJECTS 3 INCHES AND IS
 DT0454'STAMPED POST 1958.
 DT0454'
 DT0454'TO REACH THE STATION FROM THE POST OFFICE IN WHITERIVER, GO
 DT0454'NORTH ON STATE HIGHWAY NO. 73 FOR 7.8 MILES TO A SIDE ROAD
 DT0454'LEFT, CONTINUE NORTH FOR 0.25 MILE TO THE AZIMUTH MARK ON
 DT0454'THE RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.35 MILE TO THE
 DT0454'STATION AS DESCRIBED.
 DT0454'
 DT0454'A TRAVERSE AND LEVEL CONNECTION WAS MADE TO BENCH MARK C 43 1934.
 DT0454
 DT0454                          STATION RECOVERY (1967)
 DT0454
 DT0454'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0454'STATION POST-(USC AND GS 1958) IS LOCATED 8.5 MILES (AIRLINE)
 DT0454'NORTH OF WHITERIVER AND 19.0 MILES (AIRLINE) EAST OF CARRIZO,
 DT0454'ARIZONA.
 DT0454'
 DT0454'TO REACH FROM WHITERIVER POST OFFICE GO NORTH ON HWY 73 FOR
 DT0454'8.1 MILES TO A CONCRETE BRIDGE, CONTINUE (N) FOR 0.6 MILES TO
 DT0454'STATION SITE.
 DT0454'
 DT0454'THE STATION IS LOCATED 22.2M LEFT (W*) OF CENTERLINE OF HWY 73 AND
 DT0454'(W) OF A BARB WIRE FENCE.  THE STATION IS ALSO 6 FT (SE) OF A WHITE
 DT0454'WITNESS POST.
 DT0454'
 DT0454'THE STATION IS A STANDARD BRONZE USC AND GS TRIANGULATION
 DT0454'STATION DISC CEMENTED IN ROCK PROJECTING 4 IN AND STAMPED
 DT0454'(POST 1958)
 DT0454'
 DT0454'THE AZIMUTH MARK IS A STANDARD BRONZE USC AND GS AZ MK DISC
 DT0454'CEMENTED IN ROCK PROJECTING 3 IN AND STAMPED POST 1958 TO
 DT0454'REACH FROM SAID BRIDGE ON HWY 73 GO (N) 0.25 MILES TO STATION
 DT0454'SITE IT IS LOCATED TO RIGHT (E) OF THE CENTERLINE AND 18 FT (N) OF
 DT0454'A TELEPHONE POLE.
 DT0454'
 DT0454'REFERENCE MARK NO 1 IS A STANDARD BRONZE USC AND GS REF MARK
 DT0454'DISC CEMENTED IN ROCK PROJECTING 2 IN AND IS STAMPED POST
 DT0454'NO 1 1958) IT IS LOCATED 14.380 M FROM STATION AT A MAG AZ
 DT0454'OF 138 DEG AND A D.E. OF -1.0 FT
 DT0454'
 DT0454'BENCH MARK C-43 IS A STANDARD BRONZE USC AND GS DISC CEMENTED
 DT0454'IN ROCK PROJECTING 6 IN AND STAMPED C-43 1934 IT IS LOCATED
 DT0454'16.765M FROM STATION AT A MAG AZ OF 198 DEG AND A D.E. OF -1.33
 DT0454'FEET.
 DT0454'
 DT0454'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 DT0454'
 DT0454'THE VIEW FROM TRIPOD HEIGHT (1.27M) IS LIMITED IN DISTANCE IN ALL
 DT0454'DIRECTIONS DUE TO FLAT AREA AND TIMBER.
 DT0454
 DT0454                          STATION RECOVERY (1979)
 DT0454
 DT0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0454'8.7 MI NORTH FROM WHITERIVER.
 DT0454'8.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0454'HEADQUARTERS IN WHITERIVER, 0.3 MILE SOUTH OF HIGHWAY MILE MARKER
 DT0454'348, 79.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DT0454'55 FEET NORTH-NORTHWEST OF BENCH MARK C 43 AND 24.9 FEET
 DT0454'WEST-NORTHWEST OF A BARBED WIRE FENCE.
 DT0454'THE MARK IS 47.1 FT  NW FROM A WITNESS POST.
 DT0454'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1824 ***********************************************************************
 CZ1824  DESIGNATION -  POST
 CZ1824  PID         -  CZ1824
 CZ1824  STATE/COUNTY-  AZ/PIMA
 CZ1824  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ1824
 CZ1824                         *CURRENT SURVEY CONTROL
 CZ1824  ___________________________________________________________________
 CZ1824* NAD 83(2007)-  32 10 38.13328(N)    110 43 47.50897(W)     ADJUSTED  
 CZ1824* NAVD 88     -       955.0    (meters)    3133.     (feet)  GPS OBS   
 CZ1824  ___________________________________________________________________
 CZ1824  EPOCH DATE  -        2007.00
 CZ1824  X           -  -1,912,954.503 (meters)                     COMP
 CZ1824  Y           -  -5,054,518.109 (meters)                     COMP
 CZ1824  Z           -   3,377,578.082 (meters)                     COMP
 CZ1824  LAPLACE CORR-           7.94  (seconds)                    DEFLEC99
 CZ1824  ELLIP HEIGHT-         926.812 (meters)          (02/10/07) ADJUSTED
 CZ1824  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CZ1824
 CZ1824  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1824  Type    PID    Designation                      North   East  Ellip
 CZ1824  -------------------------------------------------------------------
 CZ1824  NETWORK CZ1824 POST                              1.39   1.31   2.80
 CZ1824  -------------------------------------------------------------------
 CZ1824
 CZ1824.The horizontal coordinates were established by GPS observations
 CZ1824.and adjusted by the National Geodetic Survey in February 2007.
 CZ1824
 CZ1824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1824.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1824.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1824.The epoch date for horizontal control is a decimal equivalence
 CZ1824.of Year/Month/Day.
 CZ1824
 CZ1824.The orthometric height was determined by GPS observations and a
 CZ1824.high-resolution geoid model.
 CZ1824
 CZ1824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1824
 CZ1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1824
 CZ1824.The ellipsoidal height was determined by GPS observations
 CZ1824.and is referenced to NAD 83.
 CZ1824
 CZ1824.The geoid height was determined by GEOID03.
 CZ1824
 CZ1824;                    North         East     Units Scale Factor Converg.
 CZ1824;SPC AZ C     -   131,138.389   325,280.760   MT  1.00005443   +0 37 55.5
 CZ1824;SPC AZ C     -   430,244.06  1,067,194.09   iFT  1.00005443   +0 37 55.5
 CZ1824;UTM  12      - 3,560,115.789   525,466.656   MT  0.99960800   +0 08 37.9
 CZ1824
 CZ1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1824!SPC AZ C     -   0.99985450  x   1.00005443  =   0.99990892
 CZ1824!UTM  12      -   0.99985450  x   0.99960800  =   0.99946255
 CZ1824
 CZ1824:                Primary Azimuth Mark                     Grid Az
 CZ1824:SPC AZ C     -  VAIL                                     187 25 05.0
 CZ1824:UTM  12      -  VAIL                                     187 54 22.6
 CZ1824
 CZ1824|---------------------------------------------------------------------|
 CZ1824| PID    Reference Object                     Distance      Geod. Az  |
 CZ1824|                                                           dddmmss.s |
 CZ1824| CZ0258 VAIL                                APPROX.14.5 KM 1880300.5 |
 CZ1824| CC8039 POST RM 1                            16.386 METERS 22600     |
 CZ1824| CC8038 POST AZ MK                                         2723758.1 |
 CZ1824| CC8040 POST RM 2                            22.171 METERS 29706     |
 CZ1824|---------------------------------------------------------------------|
 CZ1824
 CZ1824                          SUPERSEDED SURVEY CONTROL
 CZ1824
 CZ1824  ELLIP H (07/18/02)  926.841  (m)                       GP(       ) 4 2
 CZ1824  NAD 83(1992)-  32 10 38.13330(N)    110 43 47.50783(W) AD(       ) 1
 CZ1824  ELLIP H (08/23/93)  926.952  (m)                       GP(       ) 4 2
 CZ1824  NAD 83(1986)-  32 10 38.12769(N)    110 43 47.50238(W) AD(       ) 1
 CZ1824  NAD 27      -  32 10 37.85100(N)    110 43 45.20000(W) AD(       ) 1
 CZ1824  NGVD 29 (07/19/86)  954.4    (m)         3131.     (f) VERT ANG    3  
 CZ1824
 CZ1824.Superseded values are not recommended for survey control.
 CZ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1824.See file dsdata.txt to determine how the superseded data were derived.
 CZ1824
 CZ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2546760116(NAD 83)
 CZ1824_MARKER: DS = TRIANGULATION STATION DISK
 CZ1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1824_SP_SET: SQUARE CONCRETE MONUMENT
 CZ1824_STAMPING: POST 1936
 CZ1824_MARK LOGO: CGS   
 CZ1824_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1824+STABILITY: SURFACE MOTION
 CZ1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1824+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ1824
 CZ1824  HISTORY     - Date     Condition        Report By
 CZ1824  HISTORY     - 1936     MONUMENTED       CGS
 CZ1824  HISTORY     - 1936     GOOD             CGS
 CZ1824  HISTORY     - 1947     GOOD             CGS
 CZ1824  HISTORY     - 1960     GOOD             CGS
 CZ1824  HISTORY     - 19900412 GOOD             AZ-019
 CZ1824  HISTORY     - 20031207 GOOD             GEOCAC
 CZ1824  HISTORY     - 20080822 GOOD             GEOCAC
 CZ1824
 CZ1824                          STATION DESCRIPTION
 CZ1824
 CZ1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1824'ABOUT 14-1/2 MILES ESE OF TUCSON, 5-1/2 MILES S BY E OF
 CZ1824'TANQUE VERDE, IN SAGUARO NATIONAL MONUMENT, NEAR ITS S BOUNDARY,
 CZ1824'JUST W OF THE BASE OF THE TANQUE VERDE MTS., ON A SLIGHT
 CZ1824'RISE OF GROUND NEAR THE E END OF A LOW CROSS RIDGE, 50 FEET
 CZ1824'N OF THE CENTER ONE OF A CLUMP OF THREE PALO VERDE TREES, ON THE
 CZ1824'LONGITUDINAL CENTER OF THE RIDGE.
 CZ1824'
 CZ1824'R.M. NO. 1 IS SW OF THE STATION, 10 FEET N OF A CLUMP OF
 CZ1824'PALOS VERDES.  R.M. NO. 2 IS WNW OF THE STATION, ON THE N EDGE
 CZ1824'OF THE TRACK LEADING TOWARDS MAIN ROAD.  THE AZIMUTH MARK IS
 CZ1824'APPROXIMATELY 0.15 MILE W OF THE STATION, 50 FEET S OF THE CENTER
 CZ1824'OF THE ROAD LEADING PAST THE STATION AT A POINT JUST W OF THE
 CZ1824'FIRST CURVE W OF THE STATION, IN THE CENTER OF A FIRE LANE
 CZ1824'EXTENDING W THROUGH THE BRUSH.
 CZ1824'
 CZ1824'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AT TUCSON
 CZ1824'GO N ON N STONE AVE. (U.S. ROUTE 80) FOR 0.95 MILE AND TURN RIGHT
 CZ1824'(E) ON SPEEDWAY STREET, THENCE EASTERLY ON THE SPEEDWAY FOR
 CZ1824'6.5 MILES AND KEEP STRAIGHT AHEAD AT CROSSROADS WHERE PAVEMENT
 CZ1824'BEARS RIGHT, THENCE 7.0 MILES AND BEAR RIGHT ON ROAD LEADING
 CZ1824'THROUGH SAGUARO NATIONAL MONUMENT, THENCE 2.7 MILES AND KEEP
 CZ1824'RIGHT FORK OF Y, THENCE 1.05 MILES AND KEEP STRAIGHT AHEAD
 CZ1824'AT T ROAD LEFT, THENCE 1.1 MILES AND TURN LEFT ON T ROAD,
 CZ1824'THENCE 0.3 MILE AND BEAR LEFT, E, OFF ROAD AND FOLLOW DIM
 CZ1824'TRACKS E FOR ABOUT 0.05 MILE TO THE STATION AT E END OF
 CZ1824'RIDGE.
 CZ1824'
 CZ1824'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 CZ1824
 CZ1824                          STATION RECOVERY (1936)
 CZ1824
 CZ1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 CZ1824'RECOVERED IN GOOD CONDITION.
 CZ1824
 CZ1824                          STATION RECOVERY (1947)
 CZ1824
 CZ1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1824'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AND
 CZ1824'AS DESCRIBED WITH THE EXCEPTION OF DISCREPANCIES IN REFERENCE
 CZ1824'MARK DISTANCES.  CORRECT DISTANCES SHOWN BELOW.
 CZ1824'
 CZ1824'THE STATION IS LOCATED ABOUT 14.5 MILES EAST-SOUTHEAST OF
 CZ1824'TUCSON IN THE SAGUARO NATIONAL MONUMENT.  THE STATION MARK
 CZ1824'IS A BRONZE DISK PROJECTS 2 INCHES,
 CZ1824'SET 0.05 MILE EAST OF A ROAD, 6 FEET NORTH OF A WHITE WITNESS
 CZ1824'POST ON THE NORTH EDGE OF A SMALL RIDGE.  IT IS STAMPED--POST
 CZ1824'1936.
 CZ1824'
 CZ1824'REFERENCE MARK NO. 1 IS A BRONZE DISK.
 CZ1824'PROJECTS 4 INCHES, IS 1 FOOT LOWER THAN THE STATION MARK AND
 CZ1824'IS STAMPED--POST NO 1 1936.
 CZ1824'
 CZ1824'REFERENCE MARK NO. 2 IS A BRONZE DISK
 CZ1824'PROJECTS 2 INCHES, IS 3 FEET LOWER THAN THE STATION MARK AND
 CZ1824'IS STAMPED--POST NO 2 1936.
 CZ1824'
 CZ1824'THE AZIMUTH MARK IS A BRONZE DISK
 CZ1824'PROJECTS 4 INCHES, IS SET 3 FEET NORTHEAST OF A WHITE WITNESS
 CZ1824'POST ON THE SOUTH SLOPE OF A SMALL RIDGE.  IT IS STAMPED--POST
 CZ1824'1936.
 CZ1824'
 CZ1824'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CZ1824'AND SPEEDWAY IN TUCSON.  GO EAST ON SPEEDWAY 6.6 MILES TO
 CZ1824'A CROSSROAD.  TURN RIGHT, GO 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 CZ1824'GO 4.0 MILES TO A CROSSROAD.  TURN RIGHT, GO 1.0 MILE.  THEN
 CZ1824'LEFT 0.95 MILE.  THEN RIGHT 2.0 MILES.  THEN LEFT 2.0 MILES TO A
 CZ1824'T ROAD.  TURN RIGHT, GO 0.15 MILE TO ENTRANCE TO SAGUARO
 CZ1824'NATIONAL MONUMENT ON LEFT.  TURN LEFT, GO 0.5 MILE TO A FORK.
 CZ1824'TURN LEFT, GO 0.2 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, GO
 CZ1824'0.05 MILE TO STATION.  A DRIVE STATION.
 CZ1824
 CZ1824                          STATION RECOVERY (1960)
 CZ1824
 CZ1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1824'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CZ1824'
 CZ1824'THE DISTANCES AND DIRECTIONS WERE VERIFIED.  A NEW TO REACH
 CZ1824'DESCRIPTION FOLLOWS.
 CZ1824'
 CZ1824'TO REACH THE STATION FROM THE SAGUARO NATIONAL MONUMENT
 CZ1824'AND MUSEUM AND HEADQUARTERS, GO EAST FOR 0.05 MILE TO A FORK
 CZ1824'AND SIGN PICNIC AREA, TURN RIGHT, SOUTHEAST, AND FOLLOW
 CZ1824'THE OILED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 CZ1824'50 FEET SOUTH OF THE CENTER OF THE ROAD, CONTINUE EASTERLY
 CZ1824'FOR 0.15 MILE TO A TRACK ROAD LEFT, FOLLOW THE TRACK ROAD
 CZ1824'0.05 MILE TO THE STATION SITE.
 CZ1824
 CZ1824                          STATION RECOVERY (1990)
 CZ1824
 CZ1824'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1824'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ1824'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 13.04 KM
 CZ1824'(8.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND ESCALENTE ROAD.
 CZ1824'TURN RIGHT (EAST) AND PROCEED ALONG ESCALANTE ROAD 3.22 KM (2.00 MI)
 CZ1824'TO THE INTERSECTION OF ESCALANTE ROAD AND OLD SPANISH TRAIL.  TURN
 CZ1824'LEFT (NORTH) AND PROCEED ALONG OLD SPANISH TRAIL 0.40 KM (0.25 MI) TO
 CZ1824'THE ENTRANCE TO THE SAGUARO NATIONAL MONUMENT EAST.  TURN RIGHT
 CZ1824'(EAST) AND PROCEED ALONG THE MONUMENT ROAD TO THE GUARD SHACK.  TURN
 CZ1824'RIGHT (SOUTHEAST) AT FORK IN THE ROAD AND SIGN PICNIC AREA. PROCEED
 CZ1824'SOUTHEASTLY AND FOLLOW THE ROAD FOR 0.64 KM (0.40 MI) TO A PULLOFF
 CZ1824'DESIGNATED BY ROCKS.  GO SOUTHEAST ABOUT 76.2 M (250.00 FT) ALONG A
 CZ1824'GOES FOR APPROXIMATELY 51.82 M (170.01 FT) TO THE MONUMENT CALLED
 CZ1824'POST. FOR PERMISSION TO SURVEY WITHIN THE MONUMENT BOUNDARIES CONTACT
 CZ1824'THE SUPERINTENDENT OF THE SAGUARO NATIONAL MONUMENT EAST,
 CZ1824'1-602-670-6680, DURING NORMAL BUSINESS HOURS.
 CZ1824
 CZ1824                          STATION RECOVERY (2003)
 CZ1824
 CZ1824'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ1824'RECOVERED IN GOOD CONDITION.
 CZ1824
 CZ1824                          STATION RECOVERY (2008)
 CZ1824
 CZ1824'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ1824'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1824'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0736 ***********************************************************************
 FQ0736  DESIGNATION -  POST
 FQ0736  PID         -  FQ0736
 FQ0736  STATE/COUNTY-  AZ/NAVAJO
 FQ0736  USGS QUAD   -  STANDING HORSE MESA (1972)
 FQ0736
 FQ0736                         *CURRENT SURVEY CONTROL
 FQ0736  ___________________________________________________________________
 FQ0736* NAD 83(1992)-  35 08 32.87460(N)    110 28 52.02470(W)     ADJUSTED  
 FQ0736* NAVD 88     -      1652.7    (meters)    5422.     (feet)  VERTCON   
 FQ0736  ___________________________________________________________________
 FQ0736  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 FQ0736  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0736  HORZ ORDER  -  SECOND
 FQ0736
 FQ0736.The horizontal coordinates were established by classical geodetic methods
 FQ0736.and adjusted by the National Geodetic Survey in August 1993.
 FQ0736
 FQ0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0736
 FQ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0736
 FQ0736.The geoid height was determined by GEOID03.
 FQ0736
 FQ0736;                    North         East     Units Scale Factor Converg.
 FQ0736;SPC AZ E     -   459,423.248   184,706.975   MT  0.99991011   -0 10 51.6
 FQ0736;SPC AZ E     - 1,507,294.12    605,994.01   iFT  0.99991011   -0 10 51.6
 FQ0736;UTM  12      - 3,888,965.295   547,266.851   MT  0.99962753   +0 17 55.2
 FQ0736
 FQ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0736!SPC AZ E     -   0.99974439  x   0.99991011  =   0.99965452
 FQ0736!UTM  12      -   0.99974439  x   0.99962753  =   0.99937202
 FQ0736
 FQ0736:                Primary Azimuth Mark                     Grid Az
 FQ0736:SPC AZ E     -  FEATHER                                  044 54 18.2
 FQ0736:UTM  12      -  FEATHER                                  044 25 31.4
 FQ0736
 FQ0736|---------------------------------------------------------------------|
 FQ0736| PID    Reference Object                     Distance      Geod. Az  |
 FQ0736|                                                           dddmmss.s |
 FQ0736| FQ0735 FEATHER                             APPROX. 2.7 KM 0444326.6 |
 FQ0736| CD4723 POST RM 1                            12.093 METERS 04554     |
 FQ0736| CD4724 POST RM 2                            12.809 METERS 22615     |
 FQ0736|---------------------------------------------------------------------|
 FQ0736
 FQ0736                          SUPERSEDED SURVEY CONTROL
 FQ0736
 FQ0736  NAD 83(1986)-  35 08 32.86896(N)    110 28 52.02716(W) AD(       ) 2
 FQ0736  NAD 27      -  35 08 32.80737(N)    110 28 49.55890(W) AD(       ) 2
 FQ0736  NGVD 29 (07/19/86) 1651.9    (m)         5420.     (f) VERT ANG    3  
 FQ0736
 FQ0736.Superseded values are not recommended for survey control.
 FQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0736.See file dsdata.txt to determine how the superseded data were derived.
 FQ0736
 FQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4726788965(NAD 83)
 FQ0736_MARKER: DD = SURVEY DISK
 FQ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0736+STABILITY: SURFACE MOTION
 FQ0736
 FQ0736  HISTORY     - Date     Condition        Report By
 FQ0736  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0736
 FQ0736                          STATION DESCRIPTION
 FQ0736
 FQ0736'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0736'THE STATION IS LOCATED 15 AIRLINE MILES NORTHEAST OF WINSLOW AND ALONG
 FQ0736'STATE HIGHWAY 87.
 FQ0736'
 FQ0736'THE STATION MARK IS AN AZDT DISK SET IN A ROUND
 FQ0736'CONCRETE POST STAMPED---POST 1980---SET FLUSH WITH THE GROUND.
 FQ0736'WITNESS POST AND SIGN IS 2 FT SE.
 FQ0736'
 FQ0736'THE UNDERGROUND MARK IS AN AZDT DISK SET IN
 FQ0736'CONCRETE 35 INCHES BELOW SURFACE MARK STAMPED---POST---.
 FQ0736'
 FQ0736'REFERENCE MARK NO. 1 IS A STANDARD AZDT DISK SET IN CONCRETE 39.7 FT
 FQ0736'ENE OF STATION MARK AND STAMPED---POST RM 1 1980---.
 FQ0736'
 FQ0736'REFERENCE MARK NO. 2 IS A STANDARD AZDT DISK SET IN CONCRETE 42.0 FT
 FQ0736'WSW OF STATION MARK AND STAMPED---POST RM 2 1980---.
 FQ0736'
 FQ0736'AZIMUTH MARK WAS NOT SET.  STATION FEATHER MAY BE USED AS AZ MK.
 FQ0736'
 FQ0736'TO REACH FROM THE POST OFFICE IN WINSLOW GO SOUTH ONE BLOCK TO US 66,
 FQ0736'TURN LEFT AND GO EAST ON US 66 FOR 3.2 MILES TO THE JUNCTION OF US 66
 FQ0736'AND SR 87.  TURN LEFT AND TRAVEL NE ON SR 87 FOR 13.05 MILES TO A HWY
 FQ0736'CUT 500 FT SW OF THE BORDERLAND TRADING POST, STATION IS ON THE RIGHT
 FQ0736'97 FEET SE OF THE CENTERLINE OF SR 87.   A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0642 ***********************************************************************
 GP0642  DESIGNATION -  POST
 GP0642  PID         -  GP0642
 GP0642  STATE/COUNTY-  AZ/COCONINO
 GP0642  USGS QUAD   -  COW SPRINGS (1970)
 GP0642
 GP0642                         *CURRENT SURVEY CONTROL
 GP0642  ___________________________________________________________________
 GP0642* NAD 83(1992)-  36 25 08.14593(N)    110 47 57.37141(W)     ADJUSTED  
 GP0642* NAVD 88     -      1833.1    (meters)    6014.     (feet)  VERTCON   
 GP0642  ___________________________________________________________________
 GP0642  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 GP0642  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 GP0642  HORZ ORDER  -  SECOND
 GP0642
 GP0642.The horizontal coordinates were established by classical geodetic methods
 GP0642.and adjusted by the National Geodetic Survey in August 1993.
 GP0642
 GP0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0642
 GP0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0642
 GP0642.The geoid height was determined by GEOID03.
 GP0642
 GP0642;                    North         East     Units Scale Factor Converg.
 GP0642;SPC AZ C     -   601,574.000   313,564.942   MT  1.00002367   +0 39 48.4
 GP0642;SPC AZ C     - 1,973,667.98  1,028,756.37   iFT  1.00002367   +0 39 48.4
 GP0642;SPC AZ E     -   601,179.792   156,630.690   MT  0.99993964   -0 22 32.1
 GP0642;SPC AZ E     - 1,972,374.65    513,880.22   iFT  0.99993964   -0 22 32.1
 GP0642;UTM  12      - 4,030,434.193   517,995.176   MT  0.99960399   +0 07 09.0
 GP0642
 GP0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0642!SPC AZ C     -   0.99971577  x   1.00002367  =   0.99973944
 GP0642!SPC AZ E     -   0.99971577  x   0.99993964  =   0.99965543
 GP0642!UTM  12      -   0.99971577  x   0.99960399  =   0.99931987
 GP0642
 GP0642:                Primary Azimuth Mark                     Grid Az
 GP0642:SPC AZ C     -  INSCRIPTION HOUSE WATER TANK             010 51 10.0
 GP0642:SPC AZ E     -  INSCRIPTION HOUSE WATER TANK             011 53 30.5
 GP0642:UTM  12      -  INSCRIPTION HOUSE WATER TANK             011 23 49.4
 GP0642
 GP0642|---------------------------------------------------------------------|
 GP0642| PID    Reference Object                     Distance      Geod. Az  |
 GP0642|                                                           dddmmss.s |
 GP0642| GP0656 INSCRIPTION HOUSE WATER TANK        APPROX.29.7 KM 0113058.4 |
 GP0642| CD4725 POST RM 1                             8.904 METERS 08330     |
 GP0642| GP0643 COW                                 APPROX. 4.4 KM 2064609.1 |
 GP0642| CD4726 POST RM 2                             8.629 METERS 32004     |
 GP0642|---------------------------------------------------------------------|
 GP0642
 GP0642                          SUPERSEDED SURVEY CONTROL
 GP0642
 GP0642  NAD 83(1986)-  36 25 08.14610(N)    110 47 57.36924(W) AD(       ) 2
 GP0642  NAD 27      -  36 25 08.16978(N)    110 47 54.85322(W) AD(       ) 2
 GP0642  NGVD 29 (07/19/86) 1832.1    (m)         6011.     (f) VERT ANG    3  
 GP0642
 GP0642.Superseded values are not recommended for survey control.
 GP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0642.See file dsdata.txt to determine how the superseded data were derived.
 GP0642
 GP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1799530434(NAD 83)
 GP0642_MARKER: DD = SURVEY DISK
 GP0642_SETTING: 0 = UNSPECIFIED SETTING
 GP0642
 GP0642  HISTORY     - Date     Condition        Report By
 GP0642  HISTORY     - 1970     MONUMENTED       USGS
 GP0642
 GP0642                          STATION DESCRIPTION
 GP0642
 GP0642'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0642'INSTRUMENT TRIPOD 5.7 FT ABOVE STATION MARK.
 GP0642'
 GP0642'LOCATED ABOUT 31 MI (AIRLINE) NE. OF TUBA CITY.  ABOUT 10 MI NE. OF
 GP0642'TONALEA.
 GP0642'
 GP0642'TO REACH FROM TONALEA POST OFFICE GO NE. ON U. S. HIGHWAY 164 FOR
 GP0642'10.7 MI TO POINT OF LOW TIMBERED RIDGE ON RIGHT (THIS POINT IS 1.1
 GP0642'MI NE. OF COW SPRINGS TRADING POST).  TURN RIGHT OFF HIGHWAY AND GO
 GP0642'ABOUT 700 FT TO TOP OF END OF RIDGE AND STATION.
 GP0642'
 GP0642'STATION MARK--A STANDARD USGS TRIANGULATION TABLET STAMPED POST 1970
 GP0642'SET IN CONCRETE POST PROJECTING ABOUT 0.2 FT ABOVE GROUND.
 GP0642'
 GP0642'UNDERGROUND MARK - A STANDARD USGS TRIANGULATION TABLET NOT STAMPED
 GP0642'SET IN DRILL HOLE AND CONCRETE 2.5 FT BELOW STATION MARK.
 GP0642'
 GP0642'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 GP0642'NO 1 1970 ON COPPERWELD ROD SET IN CONCRETE POST PROJECTING 0.1 FT
 GP0642'ABOVE GROUND AND 0.5 FT LOWER THAN STATION MARK.
 GP0642'
 GP0642'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 GP0642'NO 2 1970 ON COPERWELD ROD SET IN CONCRETE POST PROJECTING 0.2 FT
 GP0642'ABOVE GROUND AND 1.0 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0265 ***********************************************************************
 GQ0265  DESIGNATION -  POST
 GQ0265  PID         -  GQ0265
 GQ0265  STATE/COUNTY-  AZ/COCONINO
 GQ0265  USGS QUAD   -  CHAMISA TANK (1988)
 GQ0265
 GQ0265                         *CURRENT SURVEY CONTROL
 GQ0265  ___________________________________________________________________
 GQ0265* NAD 83(1992)-  36 01 50.63373(N)    112 22 43.45403(W)     ADJUSTED  
 GQ0265* NAVD 88     -      1899.5    (meters)    6232.     (feet)  VERTCON   
 GQ0265  ___________________________________________________________________
 GQ0265  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 GQ0265  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 GQ0265  HORZ ORDER  -  THIRD
 GQ0265
 GQ0265.The horizontal coordinates were established by classical geodetic methods
 GQ0265.and adjusted by the National Geodetic Survey in August 1993.
 GQ0265
 GQ0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0265
 GQ0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0265
 GQ0265.The geoid height was determined by GEOID03.
 GQ0265
 GQ0265;                    North         East     Units Scale Factor Converg.
 GQ0265;SPC AZ C     -   558,021.276   171,718.208   MT  0.99992136   -0 16 18.5
 GQ0265;SPC AZ C     - 1,830,778.46    563,379.95   iFT  0.99992136   -0 16 18.5
 GQ0265;UTM  12      - 3,988,236.271   375,782.195   MT  0.99979013   -0 48 40.0
 GQ0265
 GQ0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0265!SPC AZ C     -   0.99970559  x   0.99992136  =   0.99962698
 GQ0265!UTM  12      -   0.99970559  x   0.99979013  =   0.99949578
 GQ0265
 GQ0265:                Primary Azimuth Mark                     Grid Az
 GQ0265:SPC AZ C     -  WONDER                                   285 21 05.6
 GQ0265:UTM  12      -  WONDER                                   285 53 27.1
 GQ0265
 GQ0265|---------------------------------------------------------------------|
 GQ0265| PID    Reference Object                     Distance      Geod. Az  |
 GQ0265|                                                           dddmmss.s |
 GQ0265| GQ0301 WONDER                              APPROX.11.0 KM 2850447.1 |
 GQ0265|---------------------------------------------------------------------|
 GQ0265
 GQ0265                          SUPERSEDED SURVEY CONTROL
 GQ0265
 GQ0265  NAD 83(1986)-  36 01 50.62825(N)    112 22 43.45313(W) AD(       ) 3
 GQ0265  NGVD 29 (05/08/89) 1898.6    (m)         6229.     (f) VERT ANG    3  
 GQ0265
 GQ0265.Superseded values are not recommended for survey control.
 GQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0265.See file dsdata.txt to determine how the superseded data were derived.
 GQ0265
 GQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE7578288236(NAD 83)
 GQ0265_MARKER: Z = SEE DESCRIPTION
 GQ0265_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GQ0265_SP_SET: OBJECT DRIVEN INTO GROUND
 GQ0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0265
 GQ0265  HISTORY     - Date     Condition        Report By
 GQ0265  HISTORY     - 1903     MONUMENTED       USGS
 GQ0265  HISTORY     - 1956     GOOD             USGS
 GQ0265
 GQ0265                          STATION DESCRIPTION
 GQ0265
 GQ0265'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0265'LOCATED 10 MI S. OF BASS CAMP.  ON FLAT-TOPPED RIDGE COVERED WITH
 GQ0265'SCATTERED, BURNT TIMBER.
 GQ0265'
 GQ0265'TO REACH FROM BASS CAMP, GO 11 MI S. FOLLOWING BASS ASH FORK RD.
 GQ0265'TO BOTTOM OF DEEP GULCH.  LEAVE RD. AND GO 1.5 MI E. ALONG GULCH
 GQ0265'WHICH COMES IN FROM S.
 GQ0265'
 GQ0265'STATION MARK--IRON BM POST SET 36 INCHES IN GROUND.
 GQ0265'
 GQ0265'RMS--NONE SET.
 GQ0265
 GQ0265                          STATION RECOVERY (1956)
 GQ0265
 GQ0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0265'RECOVERED IN GOOD CONDITION.
 GQ0265'
 GQ0265'LOCATED ABOUT 13.5 MI W. AND 2 MI S. OF GRAND CANYON VILLAGE.  ON
 GQ0265'HIGHEST PART OF LARGE, FLAT BUTTE.
 GQ0265'
 GQ0265'TO REACH FROM GRAND CANYON VILLAGE, DRIVE 12 MI W. ON HILLTOP RD.
 GQ0265'TO FORKS OF THREE RDS. AT SIGN (Y RANCH).  TAKE MIDDLE FORK 0.9 MI
 GQ0265'TO RD. FORKS.  TURN RIGHT 4.2 MI TO STOCK TANK.  TURN LEFT UP WASH
 GQ0265'0.8 MI.  LEAVE WASH TURNING SW. UP ROCKY RIDGE 0.7 MI TO TOP OF
 GQ0265'RIDGE AND STATION.
 GQ0265'
 GQ0265'RM 1--COPPER NAIL AND WASHER IN TRUNK AND CENTER OF TRIANGULAR
 GQ0265'BLAZE IN 6-INCH PINON TREE.
 GQ0265'
 GQ0265'RM 2--COPPER NAIL AND WASHER IN TRUNK AND CENTER OF TRIANGULAR
 GQ0265'BLAZE IN 6-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0452 ***********************************************************************
 DT0452  DESIGNATION -  POST AZ MK
 DT0452  PID         -  DT0452
 DT0452  STATE/COUNTY-  AZ/NAVAJO
 DT0452  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0452
 DT0452                         *CURRENT SURVEY CONTROL
 DT0452  ___________________________________________________________________
 DT0452* NAD 83(1986)-  33 56 56.     (N)    109 55 48.     (W)     SCALED    
 DT0452* NAVD 88     -      1789.869  (meters)    5872.26   (feet)  ADJUSTED  
 DT0452  ___________________________________________________________________
 DT0452  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DT0452  DYNAMIC HT  -        1787.208 (meters)    5863.53  (feet)  COMP
 DT0452  MODELED GRAV-     979,086.1   (mgal)                       NAVD 88
 DT0452
 DT0452  VERT ORDER  -  FIRST     CLASS II
 DT0452
 DT0452.The horizontal coordinates were scaled from a topographic map and have
 DT0452.an estimated accuracy of +/- 6 seconds.
 DT0452
 DT0452.The orthometric height was determined by differential leveling
 DT0452.and adjusted in June 1991.
 DT0452
 DT0452.The geoid height was determined by GEOID03.
 DT0452
 DT0452.The dynamic height is computed by dividing the NAVD 88
 DT0452.geopotential number by the normal gravity value computed on the
 DT0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0452.degrees latitude (g = 980.6199 gals.).
 DT0452
 DT0452.The modeled gravity was interpolated from observed gravity values.
 DT0452
 DT0452;                    North         East    Units  Estimated Accuracy
 DT0452;SPC AZ E     -   327,010.      235,240.      MT  (+/- 180 meters Scaled)
 DT0452
 DT0452                          SUPERSEDED SURVEY CONTROL
 DT0452
 DT0452.No superseded survey control is available for this station.
 DT0452
 DT0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC988570(NAD 83)
 DT0452_MARKER: DZ = AZIMUTH MARK DISK
 DT0452_SETTING: 66 = SET IN ROCK OUTCROP
 DT0452_SP_SET: ROCK OUTCROP
 DT0452_STAMPING: POST 1958
 DT0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0452+STABILITY: POSITION/ELEVATION WELL
 DT0452
 DT0452  HISTORY     - Date     Condition        Report By
 DT0452  HISTORY     - 1958     MONUMENTED       CGS
 DT0452  HISTORY     - 1979     GOOD             NGS
 DT0452
 DT0452                          STATION DESCRIPTION
 DT0452
 DT0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0452'8.3 MI NORTH FROM WHITERIVER.
 DT0452'8.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0452'HEADQUARTERS IN WHITERIVER, 0.3 MILE NORTH OF HIGHWAY MILE MARKER
 DT0452'347, 52.2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.6
 DT0452'FEET SOUTHWEST OF UTILITY POLE NUMBER 7 AND 16 FEET NORTHWEST OF A
 DT0452'BARBED WIRE FENCE.
 DT0452'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DT0452'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0453 ***********************************************************************
 DT0453  DESIGNATION -  POST RM 1
 DT0453  PID         -  DT0453
 DT0453  STATE/COUNTY-  AZ/NAVAJO
 DT0453  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0453
 DT0453                         *CURRENT SURVEY CONTROL
 DT0453  ___________________________________________________________________
 DT0453* NAD 83(1986)-  33 57 15.     (N)    109 55 38.     (W)     SCALED    
 DT0453* NAVD 88     -      1799.100  (meters)    5902.55   (feet)  ADJUSTED  
 DT0453  ___________________________________________________________________
 DT0453  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 DT0453  DYNAMIC HT  -        1796.426 (meters)    5893.77  (feet)  COMP
 DT0453  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 DT0453
 DT0453  VERT ORDER  -  FIRST     CLASS II
 DT0453
 DT0453.The horizontal coordinates were scaled from a topographic map and have
 DT0453.an estimated accuracy of +/- 6 seconds.
 DT0453
 DT0453.The orthometric height was determined by differential leveling
 DT0453.and adjusted in June 1991.
 DT0453
 DT0453.The geoid height was determined by GEOID03.
 DT0453
 DT0453.The dynamic height is computed by dividing the NAVD 88
 DT0453.geopotential number by the normal gravity value computed on the
 DT0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0453.degrees latitude (g = 980.6199 gals.).
 DT0453
 DT0453.The modeled gravity was interpolated from observed gravity values.
 DT0453
 DT0453;                    North         East    Units  Estimated Accuracy
 DT0453;SPC AZ E     -   327,600.      235,490.      MT  (+/- 180 meters Scaled)
 DT0453
 DT0453                          SUPERSEDED SURVEY CONTROL
 DT0453
 DT0453.No superseded survey control is available for this station.
 DT0453
 DT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC991575(NAD 83)
 DT0453_MARKER: DR = REFERENCE MARK DISK
 DT0453_SETTING: 80 = SET IN A BOULDER
 DT0453_SP_SET: BOULDER
 DT0453_STAMPING: POST NO 1 1958
 DT0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0453+STABILITY: SURFACE MOTION
 DT0453
 DT0453  HISTORY     - Date     Condition        Report By
 DT0453  HISTORY     - 1958     MONUMENTED       CGS
 DT0453  HISTORY     - 1979     GOOD             NGS
 DT0453
 DT0453                          STATION DESCRIPTION
 DT0453
 DT0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0453'8.7 MI NORTH FROM WHITERIVER.
 DT0453'8.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0453'HEADQUARTERS IN WHITE RIVER, 0.3 MILE SOUTH OF MILE MARKER 348,
 DT0453'47.2 FEET NORTHWEST OF TRIANGULATION STATION MARK POST, 36.1 FEET
 DT0453'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 18.1 FEET
 DT0453'EAST-SOUTHEAST OF A BARBED WIRE FENCE.
 DT0453'THE MARK IS 13.1 FT  NE FROM A WITNESS POST.
 DT0453'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0546 ***********************************************************************
 DU0546  FBN         -  This is a Federal Base Network Control Station.
 DU0546  DESIGNATION -  POSTEN
 DU0546  PID         -  DU0546
 DU0546  STATE/COUNTY-  AZ/PINAL
 DU0546  USGS QUAD   -  FLORENCE (1981)
 DU0546
 DU0546                         *CURRENT SURVEY CONTROL
 DU0546  ___________________________________________________________________
 DU0546* NAD 83(2007)-  33 03 18.71630(N)    111 24 32.11540(W)     ADJUSTED  
 DU0546* NAVD 88     -       533.267  (meters)    1749.56   (feet)  ADJUSTED  
 DU0546  ___________________________________________________________________
 DU0546  EPOCH DATE  -        2007.00
 DU0546  X           -  -1,953,435.907 (meters)                     COMP
 DU0546  Y           -  -4,982,297.320 (meters)                     COMP
 DU0546  Z           -   3,459,366.032 (meters)                     COMP
 DU0546  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DU0546  ELLIP HEIGHT-         503.792 (meters)          (02/10/07) ADJUSTED
 DU0546  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0546  DYNAMIC HT  -         532.608 (meters)    1747.40  (feet)  COMP
 DU0546
 DU0546  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0546  Type    PID    Designation                      North   East  Ellip
 DU0546  -------------------------------------------------------------------
 DU0546  NETWORK DU0546 POSTEN                            0.29   0.25   0.86
 DU0546  -------------------------------------------------------------------
 DU0546  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 DU0546
 DU0546  VERT ORDER  -  FIRST     CLASS II
 DU0546
 DU0546.The horizontal coordinates were established by GPS observations
 DU0546.and adjusted by the National Geodetic Survey in February 2007.
 DU0546
 DU0546.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0546.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0546.The horizontal coordinates are valid at the epoch date displayed above.
 DU0546.The epoch date for horizontal control is a decimal equivalence
 DU0546.of Year/Month/Day.
 DU0546
 DU0546.The orthometric height was determined by differential leveling
 DU0546.and adjusted in November 1993.
 DU0546.WARNING-GPS observations at this control monument resulted in a GPS
 DU0546.derived orthometric height which differed from the leveled height by
 DU0546.more than one decimeter (0.1 meter).
 DU0546
 DU0546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0546
 DU0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0546
 DU0546.The ellipsoidal height was determined by GPS observations
 DU0546.and is referenced to NAD 83.
 DU0546
 DU0546.The geoid height was determined by GEOID03.
 DU0546
 DU0546.The dynamic height is computed by dividing the NAVD 88
 DU0546.geopotential number by the normal gravity value computed on the
 DU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0546.degrees latitude (g = 980.6199 gals.).
 DU0546
 DU0546.The modeled gravity was interpolated from observed gravity values.
 DU0546
 DU0546;                    North         East     Units Scale Factor Converg.
 DU0546;SPC AZ C     -   227,987.368   260,776.412   MT  0.99992771   +0 16 37.0
 DU0546;SPC AZ C     -   747,990.05    855,565.66   iFT  0.99992771   +0 16 37.0
 DU0546;UTM  12      - 3,657,480.642   461,823.981   MT  0.99961797   -0 13 23.0
 DU0546
 DU0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0546!SPC AZ C     -   0.99992091  x   0.99992771  =   0.99984863
 DU0546!UTM  12      -   0.99992091  x   0.99961797  =   0.99953891
 DU0546
 DU0546|---------------------------------------------------------------------|
 DU0546| PID    Reference Object                     Distance      Geod. Az  |
 DU0546|                                                           dddmmss.s |
 DU0546| DU0547 POSTEN RM 1                           7.909 METERS 00354     |
 DU0546| DU1555 POSTEN RM 3 AZIMUTH                                0913721.0 |
 DU0546| CH6130 POSTEN AZ MK                                       0952050.2 |
 DU0546| DU0545 POSTEN RM 2                          10.241 METERS 10915     |
 DU0546| DU2063 FLORENCE STATE PRISON TANK          APPROX. 4.7 KM 1334435.8 |
 DU0546| DU2067 FLORENCE BLACK WATER TANK           APPROX. 3.7 KM 1484341.3 |
 DU0546| DU2068 MONUMENT C D POSITION                 9.000 METERS 34113     |
 DU0546|---------------------------------------------------------------------|
 DU0546
 DU0546                          SUPERSEDED SURVEY CONTROL
 DU0546
 DU0546  ELLIP H (09/30/99)  503.812  (m)                       GP(       ) 3 1
 DU0546  NAD 83(1986)-  33 03 18.70801(N)    111 24 32.11474(W) AD(       ) B
 DU0546  NAD 83(1992)-  33 03 18.71576(N)    111 24 32.11406(W) AD(       ) A
 DU0546  ELLIP H (09/30/92)  503.899  (m)                       GP(       ) 2 1
 DU0546  NAD 83(1986)-  33 03 18.70801(N)    111 24 32.11474(W) AD(       ) 1
 DU0546  NAD 27      -  33 03 18.48610(N)    111 24 29.67890(W) AD(       ) 1
 DU0546  NAVD 88 (09/30/99)  533.27   (m)         1749.6    (f) LEVELING    3  
 DU0546  NGVD 29 (??/??/92)  532.691  (m)         1747.67   (f) ADJ UNCH    1 2
 DU0546
 DU0546.Superseded values are not recommended for survey control.
 DU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0546.See file dsdata.txt to determine how the superseded data were derived.
 DU0546
 DU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6182457481(NAD 83)
 DU0546_MARKER: DS = TRIANGULATION STATION DISK
 DU0546_SETTING: 66 = SET IN ROCK OUTCROP
 DU0546_SP_SET: ROCK OUTCROP
 DU0546_STAMPING: POSTEN 1935
 DU0546_MARK LOGO: CGS   
 DU0546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0546+STABILITY: POSITION/ELEVATION WELL
 DU0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0546+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2007
 DU0546
 DU0546  HISTORY     - Date     Condition        Report By
 DU0546  HISTORY     - 1935     MONUMENTED       CGS
 DU0546  HISTORY     - 1936     GOOD             CGS
 DU0546  HISTORY     - 1967     GOOD             CGS
 DU0546  HISTORY     - 1967     GOOD             NGS
 DU0546  HISTORY     - 1968     GOOD             AMS
 DU0546  HISTORY     - 1971     GOOD             NGS
 DU0546  HISTORY     - 1976     GOOD             NGS
 DU0546  HISTORY     - 1977     GOOD             NGS
 DU0546  HISTORY     - 19840323 GOOD
 DU0546  HISTORY     - 19920110 GOOD             NGS
 DU0546  HISTORY     - 19920204 GOOD             NGS
 DU0546  HISTORY     - 19980918 GOOD             AZ-013
 DU0546  HISTORY     - 19981105 GOOD             NGS
 DU0546  HISTORY     - 20060124 GOOD             DIBBLE
 DU0546  HISTORY     - 20060831 GOOD             AZ-003
 DU0546  HISTORY     - 20070708 GOOD             GEOCAC
 DU0546
 DU0546                          STATION DESCRIPTION
 DU0546
 DU0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DU0546'ABOUT 2-1/2 MILES, AIR LINE, NORTHWEST OF FLORENCE ON POSTON
 DU0546'BUTTE, ON A PROMINENT HILL THAT IS EASILY IDENTIFIED BY THE
 DU0546'LARGE PYRAMID ON THE TOP AND BY A LARGE WHITEWASHED LETTER F
 DU0546'ON THE SOUTHERN SLOPE.  THE PYRAMID IS THE TOMB OF ARIZONAS
 DU0546'PIONEER STATESMAN, CHARLES D. POSTON.  MARKED BY A STANDARD
 DU0546'BRONZE DISK.  REFERENCE MARK NO. 1,
 DU0546'A STANDARD BRONZE REFERENCE DISK, IS 7.918 METERS
 DU0546'(25.98 FEET) FROM STATION N 03 DEG 54 MIN E.
 DU0546'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU0546'IS 10.260 METERS (33.66 FEET) FROM STATION S 70 DEG 45 MIN E.
 DU0546'THE AZIMUTH MARK (MARKING NOT KNOWN), IS 1.8
 DU0546'MILES ALONG HIGHWAY NO. 80 FROM FLORENCE, AT THE NORTH END OF A
 DU0546'BRIDGE OVER THE GILA RIVER, AND 1-1/2 MILES FROM STATION
 DU0546'S 88 DEG 23 MIN E.
 DU0546
 DU0546                          STATION RECOVERY (1967)
 DU0546
 DU0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DU0546'THE STATION MARK, STAMPED POSTEN 1935, IS ABOUT 0.25 MILE NORTH
 DU0546'ALONG PINAL STREET FROM THE COURTHOUSE AT FLORENCE, THENCE
 DU0546'0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY 89 BUSINESS
 DU0546'ROUTE, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89,
 DU0546'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 1.15 MILES NORTH
 DU0546'ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 0.35 MILE NORTHWEST
 DU0546'ALONG AN ABANDONED ROCKY ROAD, IN SECTION 27, T 4 S, R 9 E, ON
 DU0546'THE CREST OF POSTEN BUTTE WHICH HAS A LARGE PYRAMID, RADIO
 DU0546'TOWER AND THE LETTER F CONSTRUCTED ON IT, 22 FEET SOUTH OF
 DU0546'THE SOUTHEAST CORNER OF THE PYRAMID, SET IN THE TOP OF A ROCK
 DU0546'OUTCROP, AND ABOUT LEVEL WITH THE GROUND.
 DU0546'
 DU0546'R.M. 1, STAMPED POSTEN NO 1 1935, IS 26 FEET NORTH OF THE
 DU0546'STATION MARK, 53 FEET SOUTH OF THE RADIO TOWER, 7 FEET NORTHEAST
 DU0546'OF THE SOUTHEAST CORNER OF THE PYRAMID, 4-1/2 FEET EAST OF THE
 DU0546'EAST EDGE OF THE PYRAMID, SET IN THE TOP OF A ROCK OUTCROP, AND
 DU0546'ABOUT 2 FEET ABOVE THE LEVEL OF THE STATION MARK.
 DU0546'
 DU0546'R.M. 2, STAMPED POSTEN NO 2 1935, IS 38 FEET EAST OF THE
 DU0546'STATION MARK, 48 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DU0546'PYRAMID, SET IN THE TOP OF A ROCK OUTCROP, AND ABOUT 5 FEET
 DU0546'BELOW THE LEVEL OF THE STATION MARK.
 DU0546
 DU0546                          STATION RECOVERY (1967)
 DU0546
 DU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0546'4.1 MI NW FROM FLORENCE.
 DU0546'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0546'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0546'89 BUSINESS ROUTE, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 80-89,
 DU0546'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 1.15 MILES NORTH ALONG
 DU0546'THE SOUTHERN PACIFIC RAILROAD, THENCE 0.35 MILE NORTHWEST ALONG AN
 DU0546'ABANDONED ROCKY ROAD, IN S 27, T 4 S, R 9 E, ON THE CREST OF POSTEN
 DU0546'BUTTE WHICH HAS A LARGE PYRAMID, RADIO TOWER AND THE LETTER F
 DU0546'CONSTRUCTED ON IT, 22 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DU0546'PYRAMID, SET IN THE TOP OF A ROCK OUTCROP AND ABOUT LEVEL WITH THE
 DU0546'GROUND.
 DU0546
 DU0546                          STATION RECOVERY (1968)
 DU0546
 DU0546'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DU0546'STATION AND REFERENCE MARKS WERE RECOVERED.
 DU0546
 DU0546                          STATION RECOVERY (1971)
 DU0546
 DU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0546'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DU0546'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 DU0546'DURING BRIDGE CONSTRUCTION AND A NEW AZIMUTH MARK WAS ESTABLISHED
 DU0546'AT THIS TIME.  THE DESCRIPTION OF THE MARKS AND ROUTE TO THE
 DU0546'STATION IS ADEQUATE.
 DU0546'
 DU0546'THE 1971 AZIMUTH MARK IS A STANDARD DISK STAMPED, POSTEN 1935
 DU0546'1971.  IT IS SET IN A DRILL HOLE IN THE EAST HEADWALL OF A
 DU0546'CONCRETE BRIDGE WHICH IS OVER A WASH.  THE MARK IS ALONG THE
 DU0546'ROUTE TO THE STATION, 2.0 MILES PAST THE BRIDGE OVER THE GILA
 DU0546'RIVER.
 DU0546'
 DU0546'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0546'
 DU0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DU0546'NORTHWEST OF FLORENCE.
 DU0546
 DU0546                          STATION RECOVERY (1976)
 DU0546
 DU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU0546'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 DU0546'IN GOOD CONDITION.  THE ANGLE BETWEEN REFERENCE MARKS AND THE
 DU0546'DISTANCES TO THE MARKS CHECKED.  THE DESCRIPTIONS OF THE MARKS AND
 DU0546'THE ROUTE TO THE STATION IS ADEQUATE.
 DU0546'
 DU0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES N.W.
 DU0546'OF FLORENCE.
 DU0546'
 DU0546'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0546
 DU0546                          STATION RECOVERY (1977)
 DU0546
 DU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DU0546'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DU0546'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLE BETWEEN
 DU0546'REFERENCE MARKS AND AZIMUTH MARK AND DISTANCE TO THE MARKS CHECKED
 DU0546'THE 1971 RECOVERY NOTE.  THE DESCRIPTION TO STATION AND MARKS ARE
 DU0546'ADEQUATE.
 DU0546'
 DU0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DU0546'NORTHWEST OF FLORENCE.
 DU0546'
 DU0546'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0546
 DU0546                          STATION RECOVERY (1984)
 DU0546
 DU0546'RECOVERED 1984
 DU0546'RECOVERED IN GOOD CONDITION.
 DU0546
 DU0546                          STATION RECOVERY (1992)
 DU0546
 DU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0546'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0546'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0546'THENCE 2.8 KM (1.75 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 0.4 KM
 DU0546'(0.25 MI) ACROSS COUNTRY TO THE HIGHEST POINT OF A LARGE MOUND, IN A
 DU0546'LARGE EXPOSED AREA OF BEDROCK AT THE HIGHEST POINT OF THE MOUND, 10.4
 DU0546'M (34.1 FT) WEST OF REFERENCE MARK 2, 8.0 M (26.2 FT) SOUTH OF
 DU0546'REFERENCE MARK 1, 6.6 M (21.7 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 DU0546'STONE MONUMENT.
 DU0546
 DU0546                          STATION RECOVERY (1992)
 DU0546
 DU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0546'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTHWEST OF FLORENCE, 2.5
 DU0546'KM (1.6 MI) WEST OF U.S. HIGHWAY 89, ON A LOW HILL, AT THE SITE OF A
 DU0546'4 METERHIGH ROCK AND CONCRETE PYRAMID COMMEMORATING CHARLES POSTEN,
 DU0546'ON POSTEN BUTTE (LOCALLY KNOWN AS -F- MOUNTAIN), IN THE NORTHEAST 1/4
 DU0546'SECTION 27, T4S, R9E.  OWNERSHIP--PINAL CITY HISTORICAL SOCIETY, 2201
 DU0546'SOUTH MAIN STREET, FLORENCE, AZ 85232.  CONTACT BILLY EARLY, PHONE
 DU0546'602-868-5578, BEFORE NIGHT WORK.
 DU0546'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 89 AND 89
 DU0546'BUSINESS AND STATE HIGHWAY 287 ON THE EAST SIDE OF FLORENCE (AT
 DU0546'NORTHWEST CORNER OF STATE PRISON), GO NORTH ON HIGHWAY 89 FOR 2.77 KM
 DU0546'(1.72 MI) TO A PAVED ROAD LEFT JUST PAST THE GILA RIVER BRIDGE. TURN
 DU0546'LEFT, WEST, ON HUNT HIGHWAY FOR 1.61 KM (1.00 MI) TO A DIRT ROAD LEFT
 DU0546'(POSTEN BUTTE LOOP).  CONTINUE AHEAD FOR 0.67 KM (0.42 MI) TO A DIRT
 DU0546'LANE RIGHT.  TURN RIGHT, NORTHERLY, PASSING UNDER A LOW RAILROAD
 DU0546'TRESTLE, FOR 0.09 KM (0.06 MI) TO A WIRE GATE AND A CATTLE GUARD.
 DU0546'PASS THROUGH THE GATE FOR 10 M (32.8 FT) TO A TRACK ROAD LEFT.  TURN
 DU0546'LEFT, WEST FOR 0.07 KM (0.04 MI) TO A FORK.  BEAR RIGHT, NORTHWEST ON
 DU0546'TRACK ROAD FOR 0.66 KM (0.41 MI) TO THE TOP OF THE HILL AND THE
 DU0546'STATION.
 DU0546'THE STATION IS SET IN A DRILL HOLE IN FLUSH OUTCROP ON THE SOUTHEAST
 DU0546'SLOPE OF THE HILL.  LOCATED 9 M (29.5 FT) SOUTHEAST OF AND 0.5 M
 DU0546'(1.6 FT) LOWER THAN THE TOP OF THE HILL, 8.8 M (28.9 FT) SOUTHEAST OF
 DU0546'THE SOUTHWEST CORNER OF THE PYRAMID, 8.7 M (28.5 FT) SOUTHWEST OF A
 DU0546'15-CM IRON PIPE PROJECTING 35-CM, 6.7 M (22.0 FT) SOUTH-SOUTHEAST OF
 DU0546'THE SOUTHEAST CORNER OF THE PYRAMID AND 2 M (6.6 FT) NORTHWEST OF AN
 DU0546'OUTCROP DROPOFF.
 DU0546'NOTE--LAST MILEAGE TO THE STATION CAN BE REACHED WITH A SMALL VEHICLE.
 DU0546'ROAD IS VERY ROCKY AND NARROW AND IS DANGEROUS IN A FULL-SIZE
 DU0546'VEHICLE.  A LOW RAILROAD TRESTLE IS ALONG THE ROUTE.
 DU0546'DESCRIBED BY G.R. HEID.
 DU0546
 DU0546                          STATION RECOVERY (1998)
 DU0546
 DU0546'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU0546'RECOVERED AS DESCRIBED.
 DU0546
 DU0546                          STATION RECOVERY (1998)
 DU0546
 DU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU0546'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHWEST OF FLORENCE,
 DU0546'2.5 KM (1.55 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 79 AND HUNT
 DU0546'HIGHWAY AT STATE HIGHWAY 79 MILEPOST 136, ON TOP OF A PROMINENT HILL,
 DU0546'AT THE SITE OF A ROCK AND CONCRETE PYRAMID COMMEMORATING CHARLES
 DU0546'POSTEN ON POSTEN BUTTE (LOCALLY KNOWN AS -F- MOUNTAIN).
 DU0546'OWNERSHIP--PINAL COUNTY HISTORICAL SOCIETY, PHONE 602-868-5578.
 DU0546'NOTE--EXTREME CAUTION SHOULD BE USED TO REACH THIS STATION AS A 4
 DU0546'WHEEL DRIVE IS NEEDED.  IT WOULD BE BETTER FOR A JEEP OR A SMALL
 DU0546'VEHICLE TO BE USED AS THE ROAD IS VERY ROCKY, ROUGH AND STEEP.  TO
 DU0546'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND 287 ON THE
 DU0546'NORTH SIDE OF FLORENCE, GO NORTH ON HIGHWAY 79 FOR 2.82 KM (1.75 MI)
 DU0546'TO THE JUNCTION OF HUNT HIGHWAY, JUST PAST THE NORTH END OF THE
 DU0546'HIGHWAY 79 BRIDGE OVER THE GILA RIVER AND AT MILE POST 136.  TURN
 DU0546'LEFT, WEST ON HUNT HIGHWAY AND GO 2.25 KM (1.40 MI) TO A DIRT ROAD ON
 DU0546'THE RIGHT.  TURN RIGHT, NORTH ON THE ROAD, PASSING UNDER THE RAILROAD,
 DU0546'FOR 0.08 KM (0.05 MI) TO A CATTLE GUARD AND DIRT TRACK ROAD ON THE
 DU0546'LEFT.  TURN LEFT, WEST ON THE TRACK ROAD AND GO UP THE STEEP HILL
 DU0546'(4-WD NEEDED) FOR 0.48 KM (0.30 MI) TO A TURNAROUND.  AT THIS POINT IT
 DU0546'IS SUGGESTED YOU PACK THE LAST 0.16 KM (0.10 MI) TO THE STATION AS THE
 DU0546'ROCK ROAD IS VERY STEEP AND IT WILL BE DANGEROUS GOING UP AND HARD TO
 DU0546'TURN AROUND AT THE TOP OF THE HILL.  THE STATION IS A US COAST AND
 DU0546'GEODETIC SURVEY TRIANGULATION DISK SET IN A DRILL HOLE IN ROCK
 DU0546'OUTCROP, SOUTH-SOUTHEAST OF THE PYRAMID.  IT IS 8.8 M (28.9 FT)
 DU0546'SOUTHEAST OF THE SOUTHWEST CORNER OF THE PYRAMID, 8.7 M (28.5 FT)
 DU0546'SOUTHWEST OF A 15 CM IRON PIPE PROJECTING 35 CM, 7.9 KM (4.90 MI)
 DU0546'SOUTH OF RM 1 LOCATED ON THE EAST SIDE OF THE PYRAMID, 6.7 M (22.0 FT)
 DU0546'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE PYRAMID.
 DU0546
 DU0546                          STATION RECOVERY (2006)
 DU0546
 DU0546'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 DU0546'RECOVERED IN GOOD CONDITION.
 DU0546
 DU0546                          STATION RECOVERY (2006)
 DU0546
 DU0546'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2006 (JB)
 DU0546'RECOVERED AS DESCRIBED.
 DU0546
 DU0546                          STATION RECOVERY (2007)
 DU0546
 DU0546'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 DU0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0547 ***********************************************************************
 DU0547  DESIGNATION -  POSTEN RM 1
 DU0547  PID         -  DU0547
 DU0547  STATE/COUNTY-  AZ/PINAL
 DU0547  USGS QUAD   -  FLORENCE (1981)
 DU0547
 DU0547                         *CURRENT SURVEY CONTROL
 DU0547  ___________________________________________________________________
 DU0547* NAD 83(1986)-  33 03 18.     (N)    111 24 31.     (W)     SCALED    
 DU0547* NAVD 88     -       534.272  (meters)    1752.86   (feet)  ADJUSTED  
 DU0547  ___________________________________________________________________
 DU0547  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0547  DYNAMIC HT  -         533.612 (meters)    1750.69  (feet)  COMP
 DU0547  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 DU0547
 DU0547  VERT ORDER  -  FIRST     CLASS II
 DU0547
 DU0547.The horizontal coordinates were scaled from a topographic map and have
 DU0547.an estimated accuracy of +/- 6 seconds.
 DU0547
 DU0547.The orthometric height was determined by differential leveling
 DU0547.and adjusted in November 1993.
 DU0547
 DU0547.The geoid height was determined by GEOID03.
 DU0547
 DU0547.The dynamic height is computed by dividing the NAVD 88
 DU0547.geopotential number by the normal gravity value computed on the
 DU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0547.degrees latitude (g = 980.6199 gals.).
 DU0547
 DU0547.The modeled gravity was interpolated from observed gravity values.
 DU0547
 DU0547;                    North         East    Units  Estimated Accuracy
 DU0547;SPC AZ C     -   227,970.      260,810.      MT  (+/- 180 meters Scaled)
 DU0547
 DU0547                          SUPERSEDED SURVEY CONTROL
 DU0547
 DU0547  NGVD 29 (??/??/92)  533.696  (m)         1750.97   (f) ADJ UNCH    1 2
 DU0547
 DU0547.Superseded values are not recommended for survey control.
 DU0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0547.See file dsdata.txt to determine how the superseded data were derived.
 DU0547
 DU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB618574(NAD 83)
 DU0547_MARKER: DR = REFERENCE MARK DISK
 DU0547_SETTING: 66 = SET IN ROCK OUTCROP
 DU0547_SP_SET: ROCK OUTCROP
 DU0547_STAMPING: POSTEN NO 1 1935
 DU0547_MARK LOGO: CGS   
 DU0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0547+STABILITY: POSITION/ELEVATION WELL
 DU0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0547+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2007
 DU0547
 DU0547  HISTORY     - Date     Condition        Report By
 DU0547  HISTORY     - 1935     MONUMENTED       CGS
 DU0547  HISTORY     - 1967     GOOD             NGS
 DU0547  HISTORY     - 19920110 GOOD             NGS
 DU0547  HISTORY     - 20060124 GOOD             DIBBLE
 DU0547  HISTORY     - 20070708 GOOD             GEOCAC
 DU0547
 DU0547                          STATION DESCRIPTION
 DU0547
 DU0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0547'4.1 MI NW FROM FLORENCE.
 DU0547'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0547'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0547'89 BUSINESS ROUTE, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 80-89,
 DU0547'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 1.15 MILES NORTH ALONG
 DU0547'THE SOUTHERN PACIFIC RAILROAD, THENCE 0.35 MILE NORTHWEST ALONG AN
 DU0547'ABANDONED ROCKY ROAD, IN S 27, T 4 S, R 9 E, ON THE CREST OF POSTEN
 DU0547'BUTTE WHICH HAS A LARGE PYRAMID, RADIO TOWER AND THE LETTER F
 DU0547'CONSTRUCTED ON IT, 53 FEET SOUTH OF A RADIO TOWER, 26 FEET NORTH OF
 DU0547'POSTEN 1935, 7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE PYRAMID,
 DU0547'4 1/2 FEET EAST OF THE EAST EDGE OF THE PYRAMID, SET IN THE TOP OF A
 DU0547'ROCK OUTCROP, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE STATION MARK.
 DU0547
 DU0547                          STATION RECOVERY (1992)
 DU0547
 DU0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0547'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0547'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0547'THENCE 2.8 KM (1.75 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 0.4 KM
 DU0547'(0.25 MI) ACROSS COUNTRY TO THE HIGHEST POINT OF A LARGE MOUND, IN A
 DU0547'LARGE EXPOSED AREA OF BEDROCK AT THE HIGHEST POINT OF THE MOUND, 8.0
 DU0547'M (26.2 FT) NORTH OF TRIANGULATION STATION POSTEN, AND 2.0 M (6.6 FT)
 DU0547'NORTHEAST OF THE SOUTHEAST CORNER OF A STONE MONUMENT.
 DU0547
 DU0547                          STATION RECOVERY (2006)
 DU0547
 DU0547'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 DU0547'RECOVERED IN GOOD CONDITION.
 DU0547
 DU0547                          STATION RECOVERY (2007)
 DU0547
 DU0547'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 DU0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0545 ***********************************************************************
 DU0545  DESIGNATION -  POSTEN RM 2
 DU0545  PID         -  DU0545
 DU0545  STATE/COUNTY-  AZ/PINAL
 DU0545  USGS QUAD   -  FLORENCE (1981)
 DU0545
 DU0545                         *CURRENT SURVEY CONTROL
 DU0545  ___________________________________________________________________
 DU0545* NAD 83(1986)-  33 03 18.     (N)    111 24 31.     (W)     SCALED    
 DU0545* NAVD 88     -       531.594  (meters)    1744.07   (feet)  ADJUSTED  
 DU0545  ___________________________________________________________________
 DU0545  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0545  DYNAMIC HT  -         530.938 (meters)    1741.92  (feet)  COMP
 DU0545  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 DU0545
 DU0545  VERT ORDER  -  FIRST     CLASS II
 DU0545
 DU0545.The horizontal coordinates were scaled from a topographic map and have
 DU0545.an estimated accuracy of +/- 6 seconds.
 DU0545
 DU0545.The orthometric height was determined by differential leveling
 DU0545.and adjusted in November 1993.
 DU0545
 DU0545.The geoid height was determined by GEOID03.
 DU0545
 DU0545.The dynamic height is computed by dividing the NAVD 88
 DU0545.geopotential number by the normal gravity value computed on the
 DU0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0545.degrees latitude (g = 980.6199 gals.).
 DU0545
 DU0545.The modeled gravity was interpolated from observed gravity values.
 DU0545
 DU0545;                    North         East    Units  Estimated Accuracy
 DU0545;SPC AZ C     -   227,970.      260,810.      MT  (+/- 180 meters Scaled)
 DU0545
 DU0545                          SUPERSEDED SURVEY CONTROL
 DU0545
 DU0545  NGVD 29 (??/??/92)  531.018  (m)         1742.18   (f) ADJ UNCH    1 2
 DU0545
 DU0545.Superseded values are not recommended for survey control.
 DU0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0545.See file dsdata.txt to determine how the superseded data were derived.
 DU0545
 DU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB618574(NAD 83)
 DU0545_MARKER: DR = REFERENCE MARK DISK
 DU0545_SETTING: 66 = SET IN ROCK OUTCROP
 DU0545_SP_SET: ROCK OUTCROP
 DU0545_STAMPING: POSTEN NO 2 1935
 DU0545_MARK LOGO: CGS   
 DU0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0545+STABILITY: POSITION/ELEVATION WELL
 DU0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0545+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2007
 DU0545
 DU0545  HISTORY     - Date     Condition        Report By
 DU0545  HISTORY     - 1935     MONUMENTED       CGS
 DU0545  HISTORY     - 1967     GOOD             NGS
 DU0545  HISTORY     - 19920110 GOOD             NGS
 DU0545  HISTORY     - 20060124 GOOD             DIBBLE
 DU0545  HISTORY     - 20070708 GOOD             GEOCAC
 DU0545
 DU0545                          STATION DESCRIPTION
 DU0545
 DU0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0545'4.1 MI NW FROM FLORENCE.
 DU0545'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0545'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0545'89 BUSINESS ROUTE, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 80-89,
 DU0545'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 1.15 MILES NORTH ALONG
 DU0545'THE SOUTHERN PACIFIC RAILROAD, THENCE 0.35 MILE NORTHWEST ALONG AN
 DU0545'ABANDONED ROCKY ROAD, IN S 27, T 4 S, R 9 E, ON THE CREST OF POSTEN
 DU0545'BUTTE WHICH HAS A LARGE PYRAMID, RADIO TOWER AND THE LETTER F
 DU0545'CONSTRUCTED ON IT, 48 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DU0545'PYRAMID, 34 FEET EAST OF POSTEN 1935, SET IN THE TOP OF A ROCK
 DU0545'OUTCROP, AND ABOUT 5 FEET BELOW THE LEVEL OF THE STATION MARK.
 DU0545
 DU0545                          STATION RECOVERY (1992)
 DU0545
 DU0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0545'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0545'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0545'THENCE 2.8 KM (1.75 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 0.4 KM
 DU0545'(0.25 MI) ACROSS COUNTRY TO THE HIGHEST POINT OF A LARGE MOUND, IN A
 DU0545'LARGE EXPOSED AREA OF BEDROCK AT THE HIGHEST POINT OF THE MOUND, 14.7
 DU0545'M (48.2 FT) SOUTHEAST OF A ROCK MONUMENT, AND 10.4 M (34.1 FT) EAST
 DU0545'OF TRIANGULATION STATION POSTEN.
 DU0545
 DU0545                          STATION RECOVERY (2006)
 DU0545
 DU0545'RECOVERY NOTE BY DIBBLE AND ASSOCIATES 2006 (BSF)
 DU0545'RECOVERED IN GOOD CONDITION.
 DU0545
 DU0545                          STATION RECOVERY (2007)
 DU0545
 DU0545'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 DU0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0943 ***********************************************************************
 DW0943  DESIGNATION -  POSTS
 DW0943  PID         -  DW0943
 DW0943  STATE/COUNTY-  AZ/LA PAZ
 DW0943  USGS QUAD   -  CIBOLA (1965)
 DW0943
 DW0943                         *CURRENT SURVEY CONTROL
 DW0943  ___________________________________________________________________
 DW0943* NAD 83(1992)-  33 18 37.79122(N)    114 39 36.97574(W)     ADJUSTED  
 DW0943* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 DW0943  ___________________________________________________________________
 DW0943  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DW0943  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DW0943  HORZ ORDER  -  SECOND
 DW0943
 DW0943.The horizontal coordinates were established by classical geodetic methods
 DW0943.and adjusted by the National Geodetic Survey in August 1993.
 DW0943
 DW0943.The orthometric height was scaled from a topographic map.
 DW0943
 DW0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0943
 DW0943.The geoid height was determined by GEOID03.
 DW0943
 DW0943;                    North         East     Units Scale Factor Converg.
 DW0943;SPC AZ W     -   256,562.860   128,595.683   MT  1.00002189   -0 29 59.7
 DW0943;SPC AZ W     -   841,741.67    421,901.85   iFT  1.00002189   -0 29 59.7
 DW0943;SPC CA 6     -   627,982.242 2,148,030.213   MT  0.99995423   +0 52 24.9
 DW0943;SPC CA 6     - 2,060,305.07  7,047,329.12   sFT  0.99995423   +0 52 24.9
 DW0943;UTM  11      - 3,688,152.879   717,823.163   MT  1.00018501   +1 17 07.5
 DW0943
 DW0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0943!SPC AZ W     -   0.99999222  x   1.00002189  =   1.00001411
 DW0943!SPC CA 6     -   0.99999222  x   0.99995423  =   0.99994646
 DW0943!UTM  11      -   0.99999222  x   1.00018501  =   1.00017723
 DW0943
 DW0943                          SUPERSEDED SURVEY CONTROL
 DW0943
 DW0943  NAD 83(1986)-  33 18 37.79498(N)    114 39 36.98441(W) AD(       ) 2
 DW0943  NAD 27      -  33 18 37.67829(N)    114 39 34.13952(W) AD(       ) 2
 DW0943
 DW0943.Superseded values are not recommended for survey control.
 DW0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0943.See file dsdata.txt to determine how the superseded data were derived.
 DW0943
 DW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1782388153(NAD 83)
 DW0943_MARKER: DD = SURVEY DISK
 DW0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0943+STABILITY: SURFACE MOTION
 DW0943
 DW0943  HISTORY     - Date     Condition        Report By
 DW0943  HISTORY     - 1964     MONUMENTED       BOR
 DW0943
 DW0943                          STATION DESCRIPTION
 DW0943
 DW0943'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 DW0943'U.S. BUREAU OF RECLAMATION BENCH MARK DISK SERVES AS REFERENCE
 DW0943'MARK 2.  IT IS A BRONZE DISK STAMPED POSTS 1950 SET IN THE TOP
 DW0943'OF A 5-INCH DIAMETER CONCRETE POST PROJECTING 4 INCHES ABOVE
 DW0943'GROUND.  IT IS 10.2 FEET SOUTHWEST OF A 10-FOOT TALL POST AND
 DW0943'1 FOOT LOWER THAN STATION ELEVATION.
 DW0943'
 DW0943'TO REACH STATION CIB FROM THE POST OFFICE IN RIPLEY, GO
 DW0943'WEST 50 YARDS ON BROADWAY ST. TO NEIGHBOURS BLVD.  TURN LEFT
 DW0943'AND GO SOUTH 7.8 MILES TO THE CIBOLA TOLL BRIDGE OVER THE
 DW0943'COLORADO RIVER.  CONTINUE SOUTH 0.6 MILE ON GRAVELED ROAD TO
 DW0943'A CROSSROAD.  PROCEED SOUTH 2.0 MILES TO A DIAGONAL CROSSROAD.
 DW0943'CONTINUE SOUTHWEST 3.5 MILES ON GRADED, GRAVEL ROAD TO A SIDE
 DW0943'ROAD ON THE RIGHT.  PROCEED SOUTH 0.6 MILE TO A DIAGONAL SIDE
 DW0943'ROAD ON THE RIGHT (PRIVATE DRIVE).  CONTINUE SOUTH 0.4 MILE
 DW0943'TO THE AZIMUTH BM USGS ON THE LEFT OPPOSITE A PRIVATE DRIVE
 DW0943'ON THE RIGHT.  CONTINUE SOUTH 0.5 MILE UP ONTO A LOW GRAVEL
 DW0943'RIDGE.  TURN LEFT AND GO EAST 0.1 MILE TO THE HIGHEST POINT
 DW0943'AND STATION CIB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0698 ***********************************************************************
 DV0698  DESIGNATION -  POT
 DV0698  PID         -  DV0698
 DV0698  STATE/COUNTY-  AZ/MARICOPA
 DV0698  USGS QUAD   -  PHOENIX (1982)
 DV0698
 DV0698                         *CURRENT SURVEY CONTROL
 DV0698  ___________________________________________________________________
 DV0698* NAD 83(1992)-  33 24 40.56659(N)    112 00 45.30359(W)     ADJUSTED  
 DV0698* NAVD 88     -       339.05   (+/-2cm)    1112.4    (feet)  VERTCON   
 DV0698  ___________________________________________________________________
 DV0698  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DV0698  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0698  HORZ ORDER  -  SECOND
 DV0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0698
 DV0698.The horizontal coordinates were established by classical geodetic methods
 DV0698.and adjusted by the National Geodetic Survey in August 1993.
 DV0698
 DV0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0698.The vertical order pertains to the NGVD 29 superseded value.
 DV0698
 DV0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0698
 DV0698.The geoid height was determined by GEOID03.
 DV0698
 DV0698;                    North         East     Units Scale Factor Converg.
 DV0698;SPC AZ C     -   267,364.110   204,438.895   MT  0.99990098   -0 03 10.1
 DV0698;SPC AZ C     -   877,178.84    670,731.28   iFT  0.99990098   -0 03 10.1
 DV0698;UTM  12      - 3,697,339.866   405,847.934   MT  0.99970929   -0 33 27.4
 DV0698
 DV0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0698!SPC AZ C     -   0.99995145  x   0.99990098  =   0.99985243
 DV0698!UTM  12      -   0.99995145  x   0.99970929  =   0.99966075
 DV0698
 DV0698|---------------------------------------------------------------------|
 DV0698| PID    Reference Object                     Distance      Geod. Az  |
 DV0698|                                                           dddmmss.s |
 DV0698| DV0697 POT RM 2                              4.547 METERS 17714     |
 DV0698| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX. 9.7 KM 2080407.5 |
 DV0698| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX. 9.9 KM 2085830.4 |
 DV0698| DV0699 POT RM 1                              4.659 METERS 35523     |
 DV0698|---------------------------------------------------------------------|
 DV0698
 DV0698                          SUPERSEDED SURVEY CONTROL
 DV0698
 DV0698  NAD 83(1986)-  33 24 40.56055(N)    112 00 45.30867(W) AD(       ) 2
 DV0698  NAD 27      -  33 24 40.39780(N)    112 00 42.77990(W) AD(       ) 2
 DV0698  NGVD 29 (??/??/92)  338.404  (m)         1110.25   (f) ADJ UNCH    2 0
 DV0698
 DV0698.Superseded values are not recommended for survey control.
 DV0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0698.See file dsdata.txt to determine how the superseded data were derived.
 DV0698
 DV0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0584897340(NAD 83)
 DV0698_MARKER: DE = TRAVERSE STATION DISK
 DV0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0698_STAMPING: POT 1962
 DV0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0698+STABILITY: SURFACE MOTION
 DV0698
 DV0698  HISTORY     - Date     Condition        Report By
 DV0698  HISTORY     - 1962     MONUMENTED       CGS
 DV0698  HISTORY     - 1962     GOOD             CGS
 DV0698  HISTORY     - 1967     GOOD             CGS
 DV0698  HISTORY     - 1976     MARK NOT FOUND   NGS
 DV0698  HISTORY     - 1978     MARK NOT FOUND   NGS
 DV0698  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV0698
 DV0698                          STATION DESCRIPTION
 DV0698
 DV0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0698'THE STATION IS LOCATED IN THE SOUTHEAST PART OF PHOENIX,
 DV0698'AND ABOUT 1/4 MILE NORTH OF THE INTERSECTION OF E. BROADWAY
 DV0698'STREET AND S. 32ND STREET.
 DV0698'
 DV0698'TO REACH THE STATION FROM THE INTERSECTION OF E. BROADWAY
 DV0698'STREET AND S. 32ND STREET, GO NORTH ON 32ND STREET FOR
 DV0698'0.25 MILE TO E. JONES STREET, CONTINUE NORTH FOR 0.05 MILE
 DV0698'TO STATION ON LEFT JUST BEFORE CROSSING A SMALL IRRIGATION
 DV0698'DITCH.
 DV0698'
 DV0698'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 DV0698'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 DV0698'IS STAMPED POT 1962.  THE MARK IS 49 FEET WEST OF THE EDGE
 DV0698'OF CANAL, 18 FEET SOUTH OF A SMALL DITCH, 17 FEET WEST OF
 DV0698'CENTER OF ROAD, 2 FEET EAST OF FENCE AND 1.9 FEET EAST OF
 DV0698'WITNESS POST.
 DV0698'
 DV0698'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0698'A 12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 DV0698'IS STAMPED POT NO 1 1962.  THE MARK IS 22 FEET WEST OF THE
 DV0698'CENTER OF ROAD, 15.4 FEET NORTH OF WITNESS POST AND 1 FOOT
 DV0698'EAST OF FENCE.
 DV0698'
 DV0698'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0698'A 12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 DV0698'IS STAMPED POT NO 2 1962.  THE MARK IS 15 FEET SOUTH OF WITNESS
 DV0698'POST, 15 FEET WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF
 DV0698'FENCE.
 DV0698'
 DV0698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DV0698
 DV0698                          STATION RECOVERY (1962)
 DV0698
 DV0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0698'3.7 MI E FROM PHOENIX.
 DV0698'3.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DV0698'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, THENCE 0.25
 DV0698'MILE NORTH ALONG 32ND STREET WHICH IS A DEAD END STREET, TO A TRACK
 DV0698'ROAD ALONG A CANAL, 49 FEET WEST OF THE WEST EDGE OF THE CANAL, 17
 DV0698'FEET WEST OF THE CENTER OF THE ROAD, 18 FEET SOUTH OF A SMALL DITCH, 2
 DV0698'FEET EAST OF A METAL WITNESS POST, 2 FEET EAST OF A FENCE, AND SET IN
 DV0698'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0698
 DV0698                          STATION RECOVERY (1967)
 DV0698
 DV0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV0698'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH ALL MARKS.
 DV0698'THE DESCRIPTION IS OUTDATED, A NEW DESCRIPTION FOLLOWS--
 DV0698'
 DV0698'THE STATION IS LOCATED IN THE SOUTHEAST PART OF PHOENIX,
 DV0698'AND ABOUT 1/4 MILE NORTH OF THE INTERSECTION OF E. BROADWAY
 DV0698'ST. AND S. 32ND ST.
 DV0698'
 DV0698'TO REACH THE STATION FROM THE INTERSECTION OF E. BROADWAY
 DV0698'ST. AND S. 32ND ST. GO NORTH ON 32ND ST. FOR 0.25 MILE TO E.
 DV0698'JONES ST., CONTINUE NORTH FOR 0.05 MILE TO STATION ON LEFT.
 DV0698'
 DV0698'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12
 DV0698'INCH ROUND CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE
 DV0698'SURFACE OF THE GROUND, IS STAMPED POT 1962.  THE MARK IS
 DV0698'172 FT. NORTH OF THE CENTERLINE OF JONES ST., 16 FT. WEST OF
 DV0698'THE CENTERLINE OF 32ND ST., 10 FT. EAST OF A FENCE RUNNING
 DV0698'NORTH AND SOUTH.  IT IS ABOUT 500 FT. SOUTH OF THE FREEWAY.
 DV0698'
 DV0698'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DV0698'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 1 INCH IS
 DV0698'STAMPED POT NO 1 1962.  THE MARK IS 21 FT WEST OF THE CENTERLINE
 DV0698'OF 32ND ST., AND 7 FT. EAST OF A FENCE.
 DV0698'
 DV0698'REFERENCE MARK 2, A STANDARD REFERENCE MARK SET IN THE TOP OF
 DV0698'A 12 INCH CONCRETE POST.  IT IS 14 FT. WEST OF THE CENTERLINE
 DV0698'OF 32ND ST.
 DV0698'
 DV0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 DV0698'EAST OF PHOENIX.
 DV0698
 DV0698                          STATION RECOVERY (1976)
 DV0698
 DV0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DV0698'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK NO. 1
 DV0698'WAS RECOVERED AS DESCRIBED.  RM NO. 2 WAS NOT FOUND.
 DV0698'
 DV0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.6 MILES
 DV0698'EAST OF PHOENIX.
 DV0698
 DV0698                          STATION RECOVERY (1978)
 DV0698
 DV0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DV0698'THE STATION AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT NOT
 DV0698'FOUND.  REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 DV0698'
 DV0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.6 MILES
 DV0698'EAST OF PHOENIX.
 DV0698
 DV0698                          STATION RECOVERY (2006)
 DV0698
 DV0698'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0698'MARK NOT FOUND. THIS AREA IS NOW THE SITE OF A LARGE SCALE
 DV0698'CONSTRUCTION PROJECT, WITH MUCH DIGGING AND GRADING HAVING BEEN DONE.
 DV0698'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0699 ***********************************************************************
 DV0699  DESIGNATION -  POT RM 1
 DV0699  PID         -  DV0699
 DV0699  STATE/COUNTY-  AZ/MARICOPA
 DV0699  USGS QUAD   -  PHOENIX (1982)
 DV0699
 DV0699                         *CURRENT SURVEY CONTROL
 DV0699  ___________________________________________________________________
 DV0699* NAD 83(1986)-  33 24 40.     (N)    112 00 45.     (W)     SCALED    
 DV0699* NAVD 88     -       339.33   (+/-2cm)    1113.3    (feet)  VERTCON   
 DV0699  ___________________________________________________________________
 DV0699  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0699
 DV0699.The horizontal coordinates were scaled from a topographic map and have
 DV0699.an estimated accuracy of +/- 6 seconds.
 DV0699
 DV0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0699.The vertical order pertains to the NGVD 29 superseded value.
 DV0699
 DV0699.The geoid height was determined by GEOID03.
 DV0699
 DV0699;                    North         East    Units  Estimated Accuracy
 DV0699;SPC AZ C     -   267,350.      204,450.      MT  (+/- 180 meters Scaled)
 DV0699
 DV0699                          SUPERSEDED SURVEY CONTROL
 DV0699
 DV0699  NGVD 29 (??/??/92)  338.682  (m)         1111.16   (f) ADJ UNCH    2 0
 DV0699
 DV0699.Superseded values are not recommended for survey control.
 DV0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0699.See file dsdata.txt to determine how the superseded data were derived.
 DV0699
 DV0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB058973(NAD 83)
 DV0699_MARKER: DR = REFERENCE MARK DISK
 DV0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0699_STAMPING: POT NO 1 1962
 DV0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0699+STABILITY: SURFACE MOTION
 DV0699
 DV0699  HISTORY     - Date     Condition        Report By
 DV0699  HISTORY     - 1962     MONUMENTED       CGS
 DV0699  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV0699
 DV0699                          STATION DESCRIPTION
 DV0699
 DV0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0699'3.7 MI E FROM PHOENIX.
 DV0699'3.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DV0699'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, THENCE 0.25
 DV0699'MILE NORTH ALONG 32ND STREET, WHICH IS A DEAD END STREET TO A TRACK
 DV0699'ROAD ALONG A CANAL, 22 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT
 DV0699'EAST OF A FENCE, 15.4 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 DV0699'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0699
 DV0699                          STATION RECOVERY (2006)
 DV0699
 DV0699'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0699'MARK NOT FOUND. THIS AREA IS NOW THE SITE OF A LARGE SCALE
 DV0699'CONSTRUCTION PROJECT, WITH MUCH DIGGING AND GRADING HAVING BEEN DONE.
 DV0699'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0697 ***********************************************************************
 DV0697  DESIGNATION -  POT RM 2
 DV0697  PID         -  DV0697
 DV0697  STATE/COUNTY-  AZ/MARICOPA
 DV0697  USGS QUAD   -  PHOENIX (1982)
 DV0697
 DV0697                         *CURRENT SURVEY CONTROL
 DV0697  ___________________________________________________________________
 DV0697* NAD 83(1986)-  33 24 40.     (N)    112 00 45.     (W)     SCALED    
 DV0697* NAVD 88     -       339.09   (+/-2cm)    1112.5    (feet)  VERTCON   
 DV0697  ___________________________________________________________________
 DV0697  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0697
 DV0697.The horizontal coordinates were scaled from a topographic map and have
 DV0697.an estimated accuracy of +/- 6 seconds.
 DV0697
 DV0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0697.The vertical order pertains to the NGVD 29 superseded value.
 DV0697
 DV0697.The geoid height was determined by GEOID03.
 DV0697
 DV0697;                    North         East    Units  Estimated Accuracy
 DV0697;SPC AZ C     -   267,350.      204,450.      MT  (+/- 180 meters Scaled)
 DV0697
 DV0697                          SUPERSEDED SURVEY CONTROL
 DV0697
 DV0697  NGVD 29 (??/??/92)  338.444  (m)         1110.38   (f) ADJ UNCH    2 0
 DV0697
 DV0697.Superseded values are not recommended for survey control.
 DV0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0697.See file dsdata.txt to determine how the superseded data were derived.
 DV0697
 DV0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB058973(NAD 83)
 DV0697_MARKER: DR = REFERENCE MARK DISK
 DV0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0697_STAMPING: POT NO 2 1962
 DV0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0697+STABILITY: SURFACE MOTION
 DV0697
 DV0697  HISTORY     - Date     Condition        Report By
 DV0697  HISTORY     - 1962     MONUMENTED       CGS
 DV0697  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV0697
 DV0697                          STATION DESCRIPTION
 DV0697
 DV0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0697'3.7 MI E FROM PHOENIX.
 DV0697'3.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DV0697'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, THENCE 0.25
 DV0697'MILE NORTH ALONG 32ND STREET, WHICH IS A DEAD END STREET TO A TRACK
 DV0697'ROAD ALONG A CANAL, 15 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT
 DV0697'EAST OF A FENCE, 15.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN
 DV0697'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0697
 DV0697                          STATION RECOVERY (2006)
 DV0697
 DV0697'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0697'MARK NOT FOUND. THIS AREA IS NOW THE SITE OF A LARGE SCALE
 DV0697'CONSTRUCTION PROJECT, WITH MUCH DIGGING AND GRADING HAVING BEEN DONE.
 DV0697'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0973 ***********************************************************************
 ES0973  DESIGNATION -  POTATO
 ES0973  PID         -  ES0973
 ES0973  STATE/COUNTY-  AZ/GILA
 ES0973  USGS QUAD   -  BUZZARD ROOST MESA (1972)
 ES0973
 ES0973                         *CURRENT SURVEY CONTROL
 ES0973  ___________________________________________________________________
 ES0973* NAD 83(1992)-  34 05 20.42218(N)    111 00 33.01084(W)     ADJUSTED  
 ES0973* NAVD 88     -      1886.5    (meters)    6189.     (feet)  VERTCON   
 ES0973  ___________________________________________________________________
 ES0973  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 ES0973  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 ES0973  HORZ ORDER  -  FIRST
 ES0973
 ES0973.The horizontal coordinates were established by classical geodetic methods
 ES0973.and adjusted by the National Geodetic Survey in August 1993.
 ES0973
 ES0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0973
 ES0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0973
 ES0973.The geoid height was determined by GEOID03.
 ES0973
 ES0973;                    North         East     Units Scale Factor Converg.
 ES0973;SPC AZ E     -   342,846.100   135,613.539   MT  0.99997449   -0 28 20.0
 ES0973;SPC AZ E     - 1,124,823.16    444,926.31   iFT  0.99997449   -0 28 20.0
 ES0973;UTM  12      - 3,772,024.914   499,154.084   MT  0.99960001   -0 00 18.5
 ES0973
 ES0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0973!SPC AZ E     -   0.99970793  x   0.99997449  =   0.99968243
 ES0973!UTM  12      -   0.99970793  x   0.99960001  =   0.99930806
 ES0973
 ES0973:                Primary Azimuth Mark                     Grid Az
 ES0973:SPC AZ E     -  POTATO AZ MK                             098 28 59.4
 ES0973:UTM  12      -  POTATO AZ MK                             098 00 57.9
 ES0973
 ES0973|---------------------------------------------------------------------|
 ES0973| PID    Reference Object                     Distance      Geod. Az  |
 ES0973|                                                           dddmmss.s |
 ES0973| CH3967 POTATO AZ MK                                       0980039.4 |
 ES0973| CH3968 POTATO RM 1                          10.394 METERS 16739     |
 ES0973| CH3969 POTATO RM 2                          11.471 METERS 27157     |
 ES0973| ES0971 DIAMOND POINT                       APPROX.27.8 KM 3223038.4 |
 ES0973| ES0974 POTATO BUTTE                          0.463 METERS 35543     |
 ES0973|---------------------------------------------------------------------|
 ES0973
 ES0973                          SUPERSEDED SURVEY CONTROL
 ES0973
 ES0973  NAD 83(1986)-  34 05 20.41595(N)    111 00 33.01558(W) AD(       ) 1
 ES0973  NAD 27      -  34 05 20.26400(N)    111 00 30.56200(W) AD(       ) 1
 ES0973  NGVD 29 (08/03/87) 1885.7    (m)         6187.     (f) VERT ANG    3  
 ES0973
 ES0973.Superseded values are not recommended for survey control.
 ES0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0973.See file dsdata.txt to determine how the superseded data were derived.
 ES0973
 ES0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9915472025(NAD 83)
 ES0973_MARKER: DS = TRIANGULATION STATION DISK
 ES0973_SETTING: 66 = SET IN ROCK OUTCROP
 ES0973_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0973+STABILITY: POSITION/ELEVATION WELL
 ES0973
 ES0973  HISTORY     - Date     Condition        Report By
 ES0973  HISTORY     - 1938     MONUMENTED       CGS
 ES0973  HISTORY     - 1947     GOOD             CGS
 ES0973  HISTORY     - 1960     GOOD             USGS
 ES0973  HISTORY     - 1975     GOOD             USAF
 ES0973  HISTORY     - 1984     GOOD             AZDT
 ES0973
 ES0973                          STATION DESCRIPTION
 ES0973
 ES0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES0973'ABOUT 4-1/2 MILES WEST OF YOUNG, ARIZ.  IT IS ON THE TOP OF A
 ES0973'ROCKY BUTTE KNOWN AS POTATO BUTTE.  THIS BUTTE IS SYMETRICAL IN
 ES0973'SHAPE AND HAS TIMBER ON ALL SLOPES.  STATION MARK IS SET IN THE TOP
 ES0973'OF A LARGE BOULDER.
 ES0973'
 ES0973'TO REACH THE STATION FROM THE POST OFFICE IN YOUNG, ARIZ. GO WEST
 ES0973'ON THE MAIN TRAVELED ROAD (ROAD TO GLOBE, ARIZ.) FOR 1.0 MILE TO
 ES0973'WHERE THE ROAD TURNS SOUTHERLY.  THENCE CONTINUE WESTERLY, ON DIRT
 ES0973'ROAD FOR 0.8 MILE TO CROSSROADS.  HERE TURN SOUTHERLY AND GO FOR
 ES0973'1.0 MILES AND A POINT WHERE THE ROAD TURNS WEST.  THENCE TURN
 ES0973'WESTERLY AND GO FOR 0.8 MILE TO A WIRE GATE.  PASS THRU GATE
 ES0973'AND CONTINUE FOR 0.1 MILE TO SECOND SMALL RISE IN ROAD.  THE
 ES0973'AZIMUTH MARK IS ABOUT 20 FEET SOUTH OF THE ROAD AT THIS POINT.
 ES0973'THENCE CONTINUE WESTERLY TO THE FOOT OF THE BUTTE AND THE END
 ES0973'OF THE TRUCK TRAVEL.  HERE PACK UP THE BUTTE TO THE TOP A
 ES0973'DISTANCE OF ABOUT 1.0 MILE.
 ES0973'
 ES0973'R.M. 1 IS SOUTH BY EAST OF THE STATION AND ABOUT 20 FEET LOWER
 ES0973'IN ELEVATION.
 ES0973'
 ES0973'R.M. 2 IS WEST OF THE STATION AND ABOUT 5 FEET LOWER IN ELEVATION.
 ES0973'AZIMUTH MARK IS EAST OF THE STATION AND ABOUT 700 FEET LOWER IN
 ES0973'ELEVATION.  THE AZIMUTH MARK IS A STANDARD REFERENCE MARK SET IN
 ES0973'CEMENT IN THE TOP OF A 3 IN IRON PIPE SUNK SECURELY IN THE GROUND.
 ES0973'
 ES0973'THIS STATION IS ABOUT AN HOUR PACK FROM THE END OF TRUCK TRAVEL.
 ES0973
 ES0973                          STATION RECOVERY (1947)
 ES0973
 ES0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 ES0973'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 ES0973'CONDITION.
 ES0973'
 ES0973'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF YOUNG ON THE
 ES0973'HIGHEST POINT OF A TIMBER COVERED, ROCKY BUTTE KNOWN LOCALLY AS
 ES0973'POTATO BUTTE.  THE STATION MARK IS A BRONZE DISK,
 ES0973'PROJECTS 12 FEET AND IS STAMPED, POTATO 1938.
 ES0973'
 ES0973'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 ES0973'PROJECTS 2 FEET, IS 10 FEET LOWER THAN THE STATION MARK AND IS
 ES0973'STAMPED, POTATO NO 1 1938.
 ES0973'
 ES0973'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 ES0973'PROJECTS 2 FEET, IS 6 FEET LOWER THAN THE STATION MARK AND IS
 ES0973'STAMPED, POTATO NO 2 1938.
 ES0973'
 ES0973'THE AZIMUTH MARK IS A BRONZE REFERENCE MARK,
 ES0973'PROJECTS 7 INCHES AND IS 12 PACES SOUTH OF THE CENTER
 ES0973'LINE OF ROAD.  IT IS STAMPED, POTATO 1938 AZIMUTH MARK.
 ES0973'
 ES0973'A U.S. FOREST SERVICE DISK IS SET IN THE SAME BEDROCK AS THE
 ES0973'STATION MARK AT A SLIGHTLY HIGHER ELEVATION.  IT IS STAMPED
 ES0973'POTATO BUTTE NO 463.
 ES0973'
 ES0973'TO REACH THE STATION FROM THE SCHOOL HOUSE IN YOUNG.  GO WEST
 ES0973'0.8 MILE TO A CROSSROAD.  TURN LEFT, GO SOUTH 1.0 MILE THEN RIGHT
 ES0973'0.8 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.1 MILE
 ES0973'TO AZIMUTH MARK ON LEFT.  CONTINUE 0.15 MILE TO A FORK.  TURN
 ES0973'RIGHT, GO 75 YARDS TO A FORK.  TURN RIGHT, GO 0.15 MILE TO A GATE
 ES0973'AT A WINDMILL.  PASS THROUGH GATE, THEN BEAR LEFT, WEST, 0.4
 ES0973'MILE TO A FENCE LINE AND END OF TRUCK TRAVEL.  FROM HERE WALK
 ES0973'WEST UP SLOPE TO HIGHEST POINT OF BUTTE AND STATION.  A 20
 ES0973'MINUTE PACK.
 ES0973'
 ES0973'OBSERVATIONS MADE FROM A 1.5 METER TRIPOD.
 ES0973
 ES0973                          STATION RECOVERY (1960)
 ES0973
 ES0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0973'RECOVERED IN GOOD CONDITION.
 ES0973
 ES0973                          STATION RECOVERY (1975)
 ES0973
 ES0973'RECOVERY NOTE BY US AIR FORCE 1975 (DEP)
 ES0973'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ES0973
 ES0973                          STATION RECOVERY (1984)
 ES0973
 ES0973'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0973'THE STATION MARK, REFERENCE MARKS AND THE USFS MARK WERE RECOVERED AS
 ES0973'DESCRIBED IN 1947.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 ES0973'RECOVERED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0973'
 ES0973'TO REACH THE STATION FROM THE SCHOOL IN YOUNG, TRAVEL WEST 1.75 MILES
 ES0973'TO A RANCH HOUSE ON THE LEFT OWNED BY GEORGIA BELL GRANTHAM.  OBTAIN
 ES0973'PERMISSION TO CROSS PRIVATE PROPERTY AND FOLLOW TRAIL ROAD THAT LEADS
 ES0973'SOUTH FROM RANCH HOUSE YARD AND THEN BEARS WEST TO A GATE AT FOREST
 ES0973'BOUNDARY.  PASS THROUGH GATE AND CONTINUE WESTERLY TO OPEN AREA AND
 ES0973'THEN BARE SOUTH UP SLOPE TO END OF TRUCK TRAVEL AT EDGE OF ROCKS.
 ES0973'PACK SOUTH UP THE STEEP SLOPE TO TOP OF HILL + STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0974 ***********************************************************************
 ES0974  DESIGNATION -  POTATO BUTTE
 ES0974  PID         -  ES0974
 ES0974  STATE/COUNTY-  AZ/GILA
 ES0974  USGS QUAD   -  BUZZARD ROOST MESA (1972)
 ES0974
 ES0974                         *CURRENT SURVEY CONTROL
 ES0974  ___________________________________________________________________
 ES0974* NAD 83(1992)-  34 05 20.43716(N)    111 00 33.01219(W)     ADJUSTED  
 ES0974* NAVD 88     -      1883.8    (meters)    6180.     (feet)  VERTCON   
 ES0974  ___________________________________________________________________
 ES0974  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 ES0974  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 ES0974  HORZ ORDER  -  SECOND
 ES0974
 ES0974.The horizontal coordinates were established by classical geodetic methods
 ES0974.and adjusted by the National Geodetic Survey in August 1993.
 ES0974
 ES0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0974
 ES0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0974
 ES0974.The geoid height was determined by GEOID03.
 ES0974
 ES0974;                    North         East     Units Scale Factor Converg.
 ES0974;SPC AZ E     -   342,846.561   135,613.508   MT  0.99997449   -0 28 20.0
 ES0974;SPC AZ E     - 1,124,824.68    444,926.21   iFT  0.99997449   -0 28 20.0
 ES0974;UTM  12      - 3,772,025.375   499,154.050   MT  0.99960001   -0 00 18.5
 ES0974
 ES0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0974!SPC AZ E     -   0.99970835  x   0.99997449  =   0.99968285
 ES0974!UTM  12      -   0.99970835  x   0.99960001  =   0.99930848
 ES0974
 ES0974                          SUPERSEDED SURVEY CONTROL
 ES0974
 ES0974  NAD 83(1986)-  34 05 20.43093(N)    111 00 33.01693(W) AD(       ) 2
 ES0974  NAD 27      -  34 05 20.27900(N)    111 00 30.56500(W) AD(       ) 2
 ES0974  NGVD 29 (07/19/86) 1883.0    (m)         6178.     (f) VERT ANG    3  
 ES0974
 ES0974.Superseded values are not recommended for survey control.
 ES0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0974.See file dsdata.txt to determine how the superseded data were derived.
 ES0974
 ES0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC9915472025(NAD 83)
 ES0974_MARKER: DD = SURVEY DISK
 ES0974_SETTING: 66 = SET IN ROCK OUTCROP
 ES0974_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ES0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0974
 ES0974  HISTORY     - Date     Condition        Report By
 ES0974  HISTORY     - 1938     MONUMENTED       USFS
 ES0974
 ES0974                          STATION DESCRIPTION
 ES0974
 ES0974'DESCRIBED BY US FOREST SERVICE 1938
 ES0974'A U.S. FOREST SERVICE DISK IS SET IN THE SAME BEDROCK AS THE
 ES0974'STATION MARK AT A SLIGHTLY HIGHER ELEVATION.  IT IS STAMPED
 ES0974'POTATO BUTTE NO 463.
 ES0974'
 ES0974'TO REACH THE STATION FROM THE SCHOOL HOUSE IN YOUNG.  GO WEST
 ES0974'0.8 MILE TO A CROSSROAD.  TURN LEFT, GO SOUTH 1.0 MILE THEN RIGHT
 ES0974'0.8 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.1 MILE
 ES0974'TO AZIMUTH MARK ON LEFT.  CONTINUE 0.15 MILE TO A FORK.  TURN
 ES0974'RIGHT, GO 75 YARDS TO A FORK.  TURN RIGHT, GO 0.15 MILE TO A GATE
 ES0974'AT A WINDMILL.  PASS THROUGH GATE, THEN BEAR LEFT, WEST, 0.4
 ES0974'MILE TO A FENCE LINE AND END OF TRUCK TRAVEL.  FROM HERE WALK
 ES0974'WEST UP SLOPE TO HIGHEST POINT OF BUTTE AND STATION.  A 20
 ES0974'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0686 ***********************************************************************
 FQ0686  DESIGNATION -  POTHOLE
 FQ0686  PID         -  FQ0686
 FQ0686  STATE/COUNTY-  AZ/COCONINO
 FQ0686  USGS QUAD   -  COCONINO POINT (1988)
 FQ0686
 FQ0686                         *CURRENT SURVEY CONTROL
 FQ0686  ___________________________________________________________________
 FQ0686* NAD 83(1992)-  35 52 41.67991(N)    111 31 09.73473(W)     ADJUSTED  
 FQ0686* NAVD 88     -      1434.4    (meters)    4706.     (feet)  VERTCON   
 FQ0686  ___________________________________________________________________
 FQ0686  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 FQ0686  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0686  HORZ ORDER  -  SECOND
 FQ0686
 FQ0686.The horizontal coordinates were established by classical geodetic methods
 FQ0686.and adjusted by the National Geodetic Survey in August 1993.
 FQ0686
 FQ0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0686
 FQ0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0686
 FQ0686.The geoid height was determined by GEOID03.
 FQ0686
 FQ0686;                    North         East     Units Scale Factor Converg.
 FQ0686;SPC AZ C     -   541,077.393   249,233.150   MT  0.99991585   +0 13 58.2
 FQ0686;SPC AZ C     - 1,775,188.30    817,694.06   iFT  0.99991585   +0 13 58.2
 FQ0686;UTM  12      - 3,970,568.649   453,118.298   MT  0.99962708   -0 18 15.8
 FQ0686
 FQ0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0686!SPC AZ C     -   0.99977865  x   0.99991585  =   0.99969452
 FQ0686!UTM  12      -   0.99977865  x   0.99962708  =   0.99940582
 FQ0686
 FQ0686:                Primary Azimuth Mark                     Grid Az
 FQ0686:SPC AZ C     -  KEETSOL                                  110 48 24.9
 FQ0686:UTM  12      -  KEETSOL                                  111 20 38.9
 FQ0686
 FQ0686|---------------------------------------------------------------------|
 FQ0686| PID    Reference Object                     Distance      Geod. Az  |
 FQ0686|                                                           dddmmss.s |
 FQ0686| FQ0586 KEETSOL                             APPROX. 2.4 KM 1110223.1 |
 FQ0686| CH3970 POTHOLE RM 1                         11.530 METERS 13606     |
 FQ0686| CH3971 POTHOLE RM 2                         11.930 METERS 31614     |
 FQ0686|---------------------------------------------------------------------|
 FQ0686
 FQ0686                          SUPERSEDED SURVEY CONTROL
 FQ0686
 FQ0686  NAD 83(1986)-  35 52 41.68176(N)    111 31 09.73121(W) AD(       ) 2
 FQ0686  NAD 27      -  35 52 41.69993(N)    111 31 07.21372(W) AD(       ) 2
 FQ0686  NGVD 29 (07/19/86) 1433.5    (m)         4703.     (f) VERT ANG    3  
 FQ0686
 FQ0686.Superseded values are not recommended for survey control.
 FQ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0686.See file dsdata.txt to determine how the superseded data were derived.
 FQ0686
 FQ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5311870569(NAD 83)
 FQ0686_MARKER: DD = SURVEY DISK
 FQ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0686
 FQ0686  HISTORY     - Date     Condition        Report By
 FQ0686  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0686
 FQ0686                          STATION DESCRIPTION
 FQ0686
 FQ0686'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0686'THE STATION IS ABOUT 6 MILES WEST OF CAMERON AND 23 MILES SOUTHWEST
 FQ0686'OF TUBA CITY ON THE NORTH SIDE OF STATE HWY. 64.
 FQ0686'
 FQ0686'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED POTHOLE 1976
 FQ0686'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 FQ0686'IS 187 FEET NORTH OF STATE HWY. 64 AND IS MARKED WITH A WITNESS
 FQ0686'POST AND SIGN 3 FEET TO NORTH.
 FQ0686'
 FQ0686'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED POTHOLE
 FQ0686'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0686'PROJECTING 0.3 FEET.
 FQ0686'
 FQ0686'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED POTHOLE
 FQ0686'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 FQ0686'PROJECTING 0.3 FEET.
 FQ0686'
 FQ0686'TO REACH THE STATION FROM CAMERON, GO SOUTH ON U.S. HWY. 89 TO
 FQ0686'JUNCTION OF ARIZONA HWY. 64, TURN RIGHT ON HWY. 64 TO MILE POST
 FQ0686'290.18 AND THE STATION ON THE RIGHT, NORTH.
 FQ0686'
 FQ0686'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1074 ***********************************************************************
 ET1074  DESIGNATION -  POTTS MOUNTAIN
 ET1074  PID         -  ET1074
 ET1074  STATE/COUNTY-  AZ/MOHAVE
 ET1074  USGS QUAD   -  RAWHIDE WASH (1990)
 ET1074
 ET1074                         *CURRENT SURVEY CONTROL
 ET1074  ___________________________________________________________________
 ET1074* NAD 83(1992)-  34 22 10.49904(N)    113 43 43.95961(W)     ADJUSTED  
 ET1074* NAVD 88     -      1030.1    (meters)    3380.     (feet)  VERTCON   
 ET1074  ___________________________________________________________________
 ET1074  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 ET1074  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ET1074  HORZ ORDER  -  FIRST
 ET1074
 ET1074.The horizontal coordinates were established by classical geodetic methods
 ET1074.and adjusted by the National Geodetic Survey in August 1993.
 ET1074
 ET1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1074
 ET1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1074
 ET1074.The geoid height was determined by GEOID03.
 ET1074
 ET1074;                    North         East     Units Scale Factor Converg.
 ET1074;SPC AZ W     -   373,658.680   215,302.761   MT  0.99993338   +0 00 42.9
 ET1074;SPC AZ W     - 1,225,914.30    706,373.89   iFT  0.99993338   +0 00 42.9
 ET1074;UTM  12      - 3,806,510.978   249,056.020   MT  1.00037629   -1 32 28.8
 ET1074
 ET1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1074!SPC AZ W     -   0.99984303  x   0.99993338  =   0.99977642
 ET1074!UTM  12      -   0.99984303  x   1.00037629  =   1.00021926
 ET1074
 ET1074:                Primary Azimuth Mark                     Grid Az
 ET1074:SPC AZ W     -  T 11                                     025 35 26.6
 ET1074:UTM  12      -  T 11                                     027 08 38.3
 ET1074
 ET1074|---------------------------------------------------------------------|
 ET1074| PID    Reference Object                     Distance      Geod. Az  |
 ET1074|                                                           dddmmss.s |
 ET1074| CH3972 T 11                                               0253609.5 |
 ET1074| CH3974 POTTS MOUNTAIN RM 2                   5.236 METERS 23929     |
 ET1074| ET1082 PEAK SURROUNDED BY PINNACLES        APPROX.10.4 KM 2872112.6 |
 ET1074| CH3973 POTTS MOUNTAIN RM 1                  10.074 METERS 32750     |
 ET1074|---------------------------------------------------------------------|
 ET1074
 ET1074                          SUPERSEDED SURVEY CONTROL
 ET1074
 ET1074  NAD 83(1986)-  34 22 10.49824(N)    113 43 43.96783(W) AD(       ) 1
 ET1074  NAD 27      -  34 22 10.43600(N)    113 43 41.19900(W) AD(       ) 1
 ET1074  NGVD 29 (07/19/86) 1029.4    (m)         3377.     (f) VERT ANG    3  
 ET1074
 ET1074.Superseded values are not recommended for survey control.
 ET1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1074.See file dsdata.txt to determine how the superseded data were derived.
 ET1074
 ET1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4905606511(NAD 83)
 ET1074_MARKER: DS = TRIANGULATION STATION DISK
 ET1074_SETTING: 66 = SET IN ROCK OUTCROP
 ET1074
 ET1074  HISTORY     - Date     Condition        Report By
 ET1074  HISTORY     - 1948     MONUMENTED       CGS
 ET1074  HISTORY     - 1976     GOOD             USE
 ET1074
 ET1074                          STATION DESCRIPTION
 ET1074
 ET1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1074'THE STATION IS ON THE SUMMIT AND EASTERN END OF A DARK ROCKY
 ET1074'BUTTE LOCALLY KNOWN AS POTTS MOUNTAIN WHICH IS THE HIGHEST
 ET1074'MOUNTAIN IN THE VICINITY OF THE AREA KNOWN AS THE AUBREY HILLS.
 ET1074'IT IS ABOUT 12 MILES, AIRLINE, NW OF ALAMO CROSSING.
 ET1074'
 ET1074'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 ET1074'MASS OF OUTCROPPING BEDROCK WHICH IS 8 IN LONG, 6 IN WIDE
 ET1074'PROJECTING 3 IN ABOVE THE SURROUNDING SURFACE, ON THE HIGHEST
 ET1074'POINT OF THE BUTTE, 6 FEET N.W. OF A 5-1/2 FT. ROCK CAIRN, IS
 ET1074'STAMPED POTTS MTN 1948.
 ET1074'
 ET1074'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 ET1074'A MASS OF OUTCROPPING BEDROCK WHICH IS ABOUT 18 IN IN DIAMETER,
 ET1074'PROJECTING 18 IN, AND 1-1/2 FEET LOWER IN ELEVATION THAN THE
 ET1074'STATION MARK, IS STAMPED POTTS MTN NO 1 1948.
 ET1074'
 ET1074'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 ET1074'A MASS OF OUTCROPPING BEDROCK WHICH IS 26 IN LONG, 18 IN WIDE
 ET1074'PROJECTING 6 IN ABOVE THE SURFACE OF THE GROUND AND 4-1/2 FEET
 ET1074'LOWER IN ELEVATION THAN THE STATION MARK, IS STAMPED POTTS MTN
 ET1074'NO 2 1948.
 ET1074'
 ET1074'THE AZIMUTH MARK, A STANDARD USC AND GS BENCH MARK DISK SET IN
 ET1074'THE TOP OF A 12 IN SQUARE CONCRETE POST WHICH PROJECTS 8 IN ABOVE
 ET1074'THE SURFACE OF THE GROUND, IS 27 FEET E. OF THE CENTERLINE OF A
 ET1074'N-S GRAVELED ROAD AT A POINT WHERE THE ROAD PASSES OVER A SMALL
 ET1074'SADDLE.  IT IS STAMPED T-11 1927.
 ET1074'
 ET1074'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN YUCCA GO
 ET1074'SE ON THE SIGNAL-ALAMO CROSSING ROAD FOR 2.7 MILES TO A FORK AND
 ET1074'SIGN ALAMO-SIGNAL.  TAKE THE RIGHT FORK AND GO 9.6 MILES TO A FORK
 ET1074'AND SIGN SIGNAL-ALAMO.  TAKE THE RIGHT FORK AND GO 9.7 MILES TO A
 ET1074'FORK AND SIGN PLANET ROAD 31 MILES TO WATER AND CROSSING.  TAKE
 ET1074'THE LEFT FORK FOR 7.2 MILES TO A FORK AND SIGN S RANCH 5 MILES.
 ET1074'TAKE THE RIGHT FORK MAIN TRAVELED ROAD AND GO 5.6 MILES TO A
 ET1074'FORK.  TAKE THE RIGHT FORK FOR 3.9 MILES TO A CATTLE GUARD.
 ET1074'CONTINUE 1.8 MILES.  TAKE THE LEFT FORK AND GO 1.35 MILES TO A
 ET1074'POINT WHERE A ROAD ENTERS FROM THE LEFT AND SIGN YUCCA 42
 ET1074'MILES.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO FORK AND
 ET1074'SIGN MC CRACKEN MINES.  TAKE THE LEFT FORK MAIN TRAVELED ROAD
 ET1074'AND GO 2.8 MILES TO WHERE THE PARKER-BAGDAD POWER LINE CROSSES
 ET1074'THE ROAD.  TAKE THE LEFT FORK SOUTH EASTERLY FOR 2.4 MILES TO THE
 ET1074'SUMMIT OF A SMALL SADDLE.  THE AZIMUTH MARK IS ON THE LEFT SIDE
 ET1074'OF THE ROAD.  CONTINUE 0.8 MILE TO A POINT WHERE A ROAD ENTERS IN
 ET1074'SHARP TO THE RIGHT AND SIGN LEAD PILL MINE.  TURN BACK SHARP
 ET1074'RIGHT AND GO WESTERLY ON A NARROW STEEP ROAD FOR 0.4 MILE TO
 ET1074'A MINE SHAFT.  FROM HERE BACK PACK UP A RIDGE WSW TO THE
 ET1074'HIGHEST POINT AND STATION.  A 1 HOUR PACK.
 ET1074
 ET1074                          STATION RECOVERY (1976)
 ET1074
 ET1074'RECOVERY NOTE BY US ENGINEERS 1976 (FLC)
 ET1074'POTTS MTN. 1948 RECOVERED GOOD.
 ET1074'
 ET1074'R.M. NO. 1 RECOVERED GOOD.
 ET1074'
 ET1074'R.M. NO. 2 RECOVERED GOOD.
 ET1074'
 ET1074'DISTANCE AND DIRECTION FROM NEAREST TOWN--35.5 MILES N 65.5 DEG
 ET1074'E OF PARKER, ARIZ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2254 ***********************************************************************
 DU2254  DESIGNATION -  POUND
 DU2254  PID         -  DU2254
 DU2254  STATE/COUNTY-  AZ/MARICOPA
 DU2254  USGS QUAD   -  TEMPE (1982)
 DU2254
 DU2254                         *CURRENT SURVEY CONTROL
 DU2254  ___________________________________________________________________
 DU2254* NAD 83(2007)-  33 25 45.80919(N)    111 53 26.59572(W)     ADJUSTED  
 DU2254* NAVD 88     -       360.3    (meters)    1182.     (feet)  VERTCON   
 DU2254  ___________________________________________________________________
 DU2254  EPOCH DATE  -        2007.00
 DU2254  X           -  -1,986,725.856 (meters)                     COMP
 DU2254  Y           -  -4,944,449.474 (meters)                     COMP
 DU2254  Z           -   3,493,983.356 (meters)                     COMP
 DU2254  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DU2254  ELLIP HEIGHT-         330.752 (meters)          (02/10/07) ADJUSTED
 DU2254  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU2254
 DU2254  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2254  Type    PID    Designation                      North   East  Ellip
 DU2254  -------------------------------------------------------------------
 DU2254  NETWORK DU2254 POUND                             2.12   1.90   4.78
 DU2254  -------------------------------------------------------------------
 DU2254
 DU2254.The horizontal coordinates were established by GPS observations
 DU2254.and adjusted by the National Geodetic Survey in February 2007.
 DU2254
 DU2254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2254.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2254.The horizontal coordinates are valid at the epoch date displayed above.
 DU2254.The epoch date for horizontal control is a decimal equivalence
 DU2254.of Year/Month/Day.
 DU2254
 DU2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2254
 DU2254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2254
 DU2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2254
 DU2254.The ellipsoidal height was determined by GPS observations
 DU2254.and is referenced to NAD 83.
 DU2254
 DU2254.The geoid height was determined by GEOID03.
 DU2254
 DU2254;                    North         East     Units Scale Factor Converg.
 DU2254;SPC AZ C     -   269,370.150   215,772.649   MT  0.99990007   +0 00 51.5
 DU2254;SPC AZ C     -   883,760.33    707,915.52   iFT  0.99990007   +0 00 51.5
 DU2254;UTM  12      - 3,699,245.563   417,196.614   MT  0.99968453   -0 29 26.6
 DU2254
 DU2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2254!SPC AZ C     -   0.99994808  x   0.99990007  =   0.99984815
 DU2254!UTM  12      -   0.99994808  x   0.99968453  =   0.99963262
 DU2254
 DU2254                          SUPERSEDED SURVEY CONTROL
 DU2254
 DU2254  ELLIP H (06/11/02)  330.777  (m)                       GP(       ) 4 2
 DU2254  NAD 83(1992)-  33 25 45.80767(N)    111 53 26.59495(W) AD(       ) 1
 DU2254  ELLIP H (08/23/93)  330.851  (m)                       GP(       ) 4 2
 DU2254  NAD 83(1986)-  33 25 45.80099(N)    111 53 26.59976(W) AD(       ) 1
 DU2254  NGVD 29 (09/11/89)  359.7    (m)         1180.     (f) GPS OBS     3  
 DU2254
 DU2254.Superseded values are not recommended for survey control.
 DU2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2254.See file dsdata.txt to determine how the superseded data were derived.
 DU2254
 DU2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1719799246(NAD 83)
 DU2254_MARKER: DD = SURVEY DISK
 DU2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2254+STABILITY: SURFACE MOTION
 DU2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2254+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2254
 DU2254  HISTORY     - Date     Condition        Report By
 DU2254  HISTORY     - 1986     MONUMENTED       AZDT
 DU2254  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU2254
 DU2254                          STATION DESCRIPTION
 DU2254
 DU2254'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2254'THE STATION IS LOCATED ABOUT 5.7 KM (3.5 MI) NORTHWEST OF MESA,
 DU2254'ARIZONA.
 DU2254'
 DU2254'TO REACH THE STATION FROM THE INTERSECTION OF UNIVERSITY DRIVE AND
 DU2254'PRICE ROAD, GO NORTH ON PRICE ROAD FOR 0.89 KM (0.55 MI) TO THE
 DU2254'INTERSECTION OF PRICE ROAD AND EAST 1ST STREET.  TURN RIGHT AND GO
 DU2254'EAST ON EAST 1ST STREET FOR 0.08 KM (0.05 MI) AND THE STATION ON
 DU2254'THE LEFT.
 DU2254'
 DU2254'THE STATION IS A STANDARD AGS DISK
 DU2254'STAMPED---POUND 1986---,
 DU2254'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2254'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DU2254'1.55 METERS (5.1 FT) EAST FROM A WITNESS POST AND SIGN,
 DU2254'0.3 METERS (1.0 FT) SOUTH FROM A SET OF CONCRETE STEPS,
 DU2254'5.27 METERS (17.3 FT) SOUTH FROM A BLOCK WALL.
 DU2254'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2254'STAMPED---POUND 1986---,
 DU2254'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2254
 DU2254                          STATION RECOVERY (2007)
 DU2254
 DU2254'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2254'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2254'MARK. THE DESCRIBED AREA IS NOW A FREEWAY ENTRANCE RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0379 ***********************************************************************
 GQ0379  DESIGNATION -  POVERTY
 GQ0379  PID         -  GQ0379
 GQ0379  STATE/COUNTY-  AZ/MOHAVE
 GQ0379  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0379
 GQ0379                         *CURRENT SURVEY CONTROL
 GQ0379  ___________________________________________________________________
 GQ0379* NAD 83(1992)-  36 24 10.97729(N)    113 29 56.10848(W)     ADJUSTED  
 GQ0379* NAVD 88     -      2070.8    (meters)    6794.     (feet)  VERTCON   
 GQ0379  ___________________________________________________________________
 GQ0379  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 GQ0379  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 GQ0379  HORZ ORDER  -  SECOND
 GQ0379
 GQ0379.The horizontal coordinates were established by classical geodetic methods
 GQ0379.and adjusted by the National Geodetic Survey in August 1993.
 GQ0379
 GQ0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0379
 GQ0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0379
 GQ0379.The geoid height was determined by GEOID03.
 GQ0379
 GQ0379;                    North         East     Units Scale Factor Converg.
 GQ0379;SPC AZ W     -   599,281.129   235,881.152   MT  0.99993958   +0 08 56.4
 GQ0379;SPC AZ W     - 1,966,145.44    773,888.29   iFT  0.99993958   +0 08 56.4
 GQ0379;UTM  12      - 4,031,555.206   275,908.788   MT  1.00021875   -1 29 01.1
 GQ0379
 GQ0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0379!SPC AZ W     -   0.99967885  x   0.99993958  =   0.99961845
 GQ0379!UTM  12      -   0.99967885  x   1.00021875  =   0.99989753
 GQ0379
 GQ0379:                Primary Azimuth Mark                     Grid Az
 GQ0379:SPC AZ W     -  POVERTY AZ MK                            018 40 19.5
 GQ0379:UTM  12      -  POVERTY AZ MK                            020 18 17.0
 GQ0379
 GQ0379|---------------------------------------------------------------------|
 GQ0379| PID    Reference Object                     Distance      Geod. Az  |
 GQ0379|                                                           dddmmss.s |
 GQ0379| CH3975 POVERTY AZ MK                                      0184915.9 |
 GQ0379| CH3976 POVERTY RM 1                          6.303 METERS 05008     |
 GQ0379| CH3977 POVERTY RM 2                         13.359 METERS 31824     |
 GQ0379|---------------------------------------------------------------------|
 GQ0379
 GQ0379                          SUPERSEDED SURVEY CONTROL
 GQ0379
 GQ0379  NAD 83(1986)-  36 24 10.97173(N)    113 29 56.10707(W) AD(       ) 2
 GQ0379  NAD 27      -  36 24 11.04100(N)    113 29 53.30200(W) AD(       ) 2
 GQ0379  NGVD 29 (07/19/86) 2069.9    (m)         6791.     (f) VERT ANG    3  
 GQ0379
 GQ0379.Superseded values are not recommended for survey control.
 GQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0379.See file dsdata.txt to determine how the superseded data were derived.
 GQ0379
 GQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7590931555(NAD 83)
 GQ0379_MARKER: DS = TRIANGULATION STATION DISK
 GQ0379_SETTING: 80 = SET IN A BOULDER
 GQ0379_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0379
 GQ0379  HISTORY     - Date     Condition        Report By
 GQ0379  HISTORY     - 1953     MONUMENTED       CGS
 GQ0379  HISTORY     - 1972     GOOD             AZHD
 GQ0379
 GQ0379                          STATION DESCRIPTION
 GQ0379
 GQ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0379'THE STATION IS LOCATED ABOUT 48 MILES SOUTH OF ST. GEORGE,
 GQ0379'UTAH, ABOUT 10 MILES WEST OF MT. TRUMBULL SCHOOL AND ABOUT 2
 GQ0379'MILES SOUTH SOUTHEAST OF A LARGE METAL WATER TANK AND SPRING
 GQ0379'AT THE NORTH BASE OF MOUNTAIN.  THE STATION IS ON THE HIGHEST
 GQ0379'POINT OF POVERTY MOUNTAIN, A PROMINENT TIMBERED MESA-LIKE
 GQ0379'MOUNTAIN, THE CREST OF WHICH RUNS SLIGHTLY NORTH NORTHWEST
 GQ0379'AND SOUTH SOUTHEAST.  STATION IS ON THE NORTH ONE OF TWO
 GQ0379'TIMBERED POINTS WHICH ARE OF ABOUT THE SAME ELEVATION.
 GQ0379'
 GQ0379'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH, BY GOING
 GQ0379'EAST ON PAVED ROAD FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE
 GQ0379'CEMETERY.  TURN RIGHT AND CONTINUE SOUTH AND EAST FOR 2.1
 GQ0379'MILES TO A FORK AT THE SOUTH END OF THE BRIDGE OVER VIRGIN
 GQ0379'RIVER.  TAKE THE RIGHT FORK AND GO 1.4 MILES TO A FORK.  TAKE
 GQ0379'THE RIGHT FORK AND GO 1.4 MILES TO ANOTHER FORK.  TAKE THE
 GQ0379'LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD SOUTHERLY FOR 23.5
 GQ0379'MILES TO WOLF HOLE, A CABIN AND CORRALS ON THE RIGHT (WEST)
 GQ0379'SIDE OF ROAD.  CONTINUE SOUTH FOR 0.5 MILE TO A FORK.  TAKE
 GQ0379'THE LEFT FORK AND GO 2.6 MILES TO A FORK.  TAKE THE LEFT
 GQ0379'FORK AND CONTINUE EAST, UP OVER RIDGE, THENCE SOUTH
 GQ0379'SOUTHEAST FOR 15.5 MILES TO AN OLD CHIMNEY, CORRAL AND
 GQ0379'RESERVOIR ON THE RIGHT (WEST) SIDE OF ROAD.  CONTINUE
 GQ0379'FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0379'FOR 2.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 GQ0379'CONTINUE FOR 4.6 MILES TO A SIDE ROAD LEFT IN A LARGE FLAT
 GQ0379'DRAW.  TURN LEFT AND GO 0.25 MILE TO THE AZIMUTH MARK ON
 GQ0379'THE LEFT AS DESCRIBED BELOW.  CONTINUE SOUTHERLY FOR 0.85
 GQ0379'MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 0.9
 GQ0379'MILE TO A SMALL FENCED FIELD AND RESERVOIR.  TURN RIGHT FOR
 GQ0379'30 YARDS TO FENCE CORNER.  TURN LEFT AND GO 0.3 MILE TO
 GQ0379'THE SOUTHWEST FENCE CORNER OF FIELD, AT A FORK.  TAKE THE
 GQ0379'RIGHT FORK AND FOLLOW OLD ROAD FOR 2.5 MILES TO THE END OF
 GQ0379'THE ROAD AT A LARGE METAL WATER TANK AND A FENCED TROUGH THAT
 GQ0379'CATCHES WATER FROM A SPRING WHICH IS ABOUT 200 YARDS
 GQ0379'SOUTH.  FROM HERE PACK TO THE SPRING, PASS TO THE LEFT (EAST)
 GQ0379'OF THE SPRING AND INTERSECT A WELL DEFINED TRAIL AT THE EDGE
 GQ0379'OF TIMBER AT THE SOUTHEAST CORNER OF SPRING CLEARING.  CONTINUE
 GQ0379'UP TRAIL TO THE SUMMIT OF MESA, THENCE SOUTH SOUTHEAST ALONG
 GQ0379'THE TRAIL FOR ABOUT 3/8 MILE TO A POINT WHERE TRAIL PLAYS OUT.
 GQ0379'AT THIS POINT BEAR RIGHT AND FOLLOW A VERY SHALLOW WASH SOUTH
 GQ0379'AND SOUTHWEST FOR ABOUT 3/4 MILE TO THE HIGHEST POINT AND THE
 GQ0379'STATION.  A 1-1/4 HOUR PACK.
 GQ0379'
 GQ0379'THE STATION IS ABOUT 20 FEET NORTH OF THE HIGHEST POINT AND
 GQ0379'4 FEET WEST OF A SMALL TRIMMED TREE.  IT IS A STANDARD DISK SET
 GQ0379'IN THE TOP OF A BOULDER THAT PROJECTS 10 INCHES ABOVE THE
 GQ0379'SURFACE.  MARK IS STAMPED POVERTY 1953.
 GQ0379'
 GQ0379'REFERENCE MARK 1 IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 GQ0379'A STANDARD DISK SET IN THE TOP OF A 5X4X3-FOOT BOULDER THAT
 GQ0379'PROJECTS ABOUT 3 FEET ABOVE THE SURFACE.  THE MARK IS STAMPED
 GQ0379'POVERTY NO 1 1953.
 GQ0379'
 GQ0379'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN THE STATION.  A
 GQ0379'STANDARD DISK SET IN THE TOP OF A BOULDER THAT PROJECTS 6
 GQ0379'INCHES ABOVE THE SURFACE.  THE MARK IS STAMPED POVERTY NO 2 1953.
 GQ0379'
 GQ0379'THE AZIMUTH MARK IS 100 YARDS NORTHEAST OF A RESERVOIR, 38 FEET
 GQ0379'EAST NORTHEAST OF THE CENTER LINE OF ROAD, 33 FEET EAST NORTHEAST
 GQ0379'OF 4X4-INCH WITNESS POST, A STANDARD DISK SET IN AN OUTCROP
 GQ0379'THATS FLUSH.  THE MARK IS STAMPED POVERTY 1953.
 GQ0379
 GQ0379                          STATION RECOVERY (1972)
 GQ0379
 GQ0379'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0379'GENERAL LOCATION ABOUT 48 MILES S. ST. GEORGE UTAH, AND
 GQ0379'ABOUT 10 MILES W. MT. TRUMBULL SCHOOL
 GQ0379'
 GQ0379'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0379'
 GQ0379'STATION MARK STD USC AND GS BC SET IN TOP OF BOULDER
 GQ0379'STAMPED POVERTY 1953
 GQ0379'
 GQ0379'REFERENCE MARKS STD USC AND GS BC SET IN BOULDERS STAMPED
 GQ0379'POVERTY NO 1 1953 AND POVERTY NO 2 1953 RESPECTIVELY
 GQ0379'
 GQ0379'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0388 ***********************************************************************
 CF0388  DESIGNATION -  POVERTY
 CF0388  PID         -  CF0388
 CF0388  STATE/COUNTY-  AZ/COCHISE
 CF0388  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0388
 CF0388                         *CURRENT SURVEY CONTROL
 CF0388  ___________________________________________________________________
 CF0388* NAD 83(1992)-  31 29 00.52151(N)    109 26 15.16703(W)     ADJUSTED  
 CF0388* NAVD 88     -      1482.1    (meters)    4863.     (feet)  VERTCON   
 CF0388  ___________________________________________________________________
 CF0388  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 CF0388  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CF0388  HORZ ORDER  -  SECOND
 CF0388
 CF0388.The horizontal coordinates were established by classical geodetic methods
 CF0388.and adjusted by the National Geodetic Survey in August 1993.
 CF0388
 CF0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0388
 CF0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0388
 CF0388.The geoid height was determined by GEOID03.
 CF0388
 CF0388;                    North         East     Units Scale Factor Converg.
 CF0388;SPC AZ E     -    53,829.827   282,634.224   MT  0.99995917   +0 22 50.9
 CF0388;SPC AZ E     -   176,607.04    927,277.64   iFT  0.99995917   +0 22 50.9
 CF0388;UTM  12      - 3,484,242.464   648,411.855   MT  0.99987167   +0 48 58.1
 CF0388
 CF0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0388!SPC AZ E     -   0.99977154  x   0.99995917  =   0.99973072
 CF0388!UTM  12      -   0.99977154  x   0.99987167  =   0.99964324
 CF0388
 CF0388|---------------------------------------------------------------------|
 CF0388| PID    Reference Object                     Distance      Geod. Az  |
 CF0388|                                                           dddmmss.s |
 CF0388| CS5440 POVERTY RM 1                         11.075 METERS 13037     |
 CF0388| CS5441 POVERTY RM 2                          8.257 METERS 32818     |
 CF0388|---------------------------------------------------------------------|
 CF0388
 CF0388                          SUPERSEDED SURVEY CONTROL
 CF0388
 CF0388  NAD 83(1986)-  31 29 00.52177(N)    109 26 15.14960(W) AD(       ) 2
 CF0388  NGVD 29 (03/13/91) 1481.3    (m)         4860.     (f) VERT ANG    3  
 CF0388
 CF0388.Superseded values are not recommended for survey control.
 CF0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0388.See file dsdata.txt to determine how the superseded data were derived.
 CF0388
 CF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV4841284242(NAD 83)
 CF0388_MARKER: DS = TRIANGULATION STATION DISK
 CF0388_SETTING: 66 = SET IN ROCK OUTCROP
 CF0388_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0388+STABILITY: POSITION/ELEVATION WELL
 CF0388
 CF0388  HISTORY     - Date     Condition        Report By
 CF0388  HISTORY     - 1982     MONUMENTED       AZDT
 CF0388
 CF0388                          STATION DESCRIPTION
 CF0388
 CF0388'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0388'THE STATION IS LOCATED 11.5 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0388'HIGHWAY 80.
 CF0388'
 CF0388'THE STATION MARK IS AN AZDT DISK STAMPED---POVERTY 1982---.  IT IS SET
 CF0388'IN A DRILL HOLE IN BEDROCK.  IT IS ON TOP OF A RIDGE 6 FEET NORTHWEST
 CF0388'OF THE WITNESS POST.
 CF0388'
 CF0388'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---POVERTY RM 1 1982---.  IT
 CF0388'IS SET IN A DRILL HOLE IN BEDROCK WHICH IS 2 FEET LOWER THAN THE
 CF0388'STATION.
 CF0388'
 CF0388'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---POVERTY RM 2 1982---.  IT
 CF0388'IS SET IN A DRILL HOLE IN BEDROCK.
 CF0388'
 CF0388'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0388'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL
 CF0388'EAST ALONG U.S. 80 FOR 12.0 MILES TO MILE POST 378.9 AND END OF TRUCK
 CF0388'TRAVEL.  PACK SOUTHEAST UP THE RIDGE TO THE TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0483 ***********************************************************************
 CY0483  DESIGNATION -  POWELL
 CY0483  PID         -  CY0483
 CY0483  STATE/COUNTY-  AZ/COCHISE
 CY0483  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0483
 CY0483                         *CURRENT SURVEY CONTROL
 CY0483  ___________________________________________________________________
 CY0483* NAD 83(1992)-  32 14 48.78772(N)    109 51 30.19844(W)     ADJUSTED  
 CY0483* NAVD 88     -      1272.19   (+/-2cm)    4173.8    (feet)  VERTCON   
 CY0483  ___________________________________________________________________
 CY0483  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CY0483  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0483  HORZ ORDER  -  SECOND
 CY0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0483
 CY0483.The horizontal coordinates were established by classical geodetic methods
 CY0483.and adjusted by the National Geodetic Survey in August 1993.
 CY0483
 CY0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0483.The vertical order pertains to the NGVD 29 superseded value.
 CY0483
 CY0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0483
 CY0483.The geoid height was determined by GEOID03.
 CY0483
 CY0483;                    North         East     Units Scale Factor Converg.
 CY0483;SPC AZ E     -   138,282.860   242,409.006   MT  0.99991040   +0 09 52.2
 CY0483;SPC AZ E     -   453,683.92    795,305.14   iFT  0.99991040   +0 09 52.2
 CY0483;UTM  12      - 3,568,373.334   607,544.460   MT  0.99974263   +0 36 33.1
 CY0483
 CY0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0483!SPC AZ E     -   0.99980455  x   0.99991040  =   0.99971497
 CY0483!UTM  12      -   0.99980455  x   0.99974263  =   0.99954723
 CY0483
 CY0483|---------------------------------------------------------------------|
 CY0483| PID    Reference Object                     Distance      Geod. Az  |
 CY0483|                                                           dddmmss.s |
 CY0483| CY0482 POWELL RM 1                          11.217 METERS 19651     |
 CY0483| CC7578 10 WA 4177                                         3303327.6 |
 CY0483| CY0484 POWELL RM 2                          11.131 METERS 34257     |
 CY0483|---------------------------------------------------------------------|
 CY0483
 CY0483                          SUPERSEDED SURVEY CONTROL
 CY0483
 CY0483  NAD 83(1986)-  32 14 48.78180(N)    109 51 30.19496(W) AD(       ) 2
 CY0483  NAD 27      -  32 14 48.51590(N)    109 51 27.94620(W) AD(       ) 2
 CY0483  NGVD 29 (??/??/92) 1271.441  (m)         4171.39   (f) ADJ UNCH    2 0
 CY0483
 CY0483.Superseded values are not recommended for survey control.
 CY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0483.See file dsdata.txt to determine how the superseded data were derived.
 CY0483
 CY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0754468373(NAD 83)
 CY0483_MARKER: DS = TRIANGULATION STATION DISK
 CY0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0483_STAMPING: POWELL 1960
 CY0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0483+STABILITY: SURFACE MOTION
 CY0483
 CY0483  HISTORY     - Date     Condition        Report By
 CY0483  HISTORY     - 1960     MONUMENTED       CGS
 CY0483  HISTORY     - 1960     GOOD             CGS
 CY0483
 CY0483                          STATION DESCRIPTION
 CY0483
 CY0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0483'STATION IS LOCATED ABOUT 1-1/2 MILES WEST AND 1/2 MILE SOUTH OF
 CY0483'WILLCOX AND 2 MILES EAST OF THE WILLCOX AIRPORT, ON PROPERTY
 CY0483'OWNED BY A MRS. POWELL IN THE NORTHWEST 1/4 OF SECTION 1,
 CY0483'T 14 S, R 24 E.
 CY0483'
 CY0483'REACHED FROM THE INTERSECTION OF STATE HIGHWAY 86 AND MALEY
 CY0483'STREET IN WILLCOX BY GOING WESTERLY ON MALEY STREET FOR 0.25
 CY0483'MILE TO FORKS, TAKE LEFT FORK FOLLOWING MACADAM ROAD WESTERLY
 CY0483'FOR 1.1 MILE TO A WIRE GATE ON THE LEFT JUST BEFORE REACHING A
 CY0483'CEMETERY ENTRANCE ON THE RIGHT (TO REACH THE AZIMUTH MARK FROM
 CY0483'HERE CONTINUE ON MACADAM ROAD FOR 0.45 MILE TO THE MARK ON THE
 CY0483'RIGHT), TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD
 CY0483'SOUTHWESTERLY FOR 0.55 MILE TO FENCE AND STATION.
 CY0483'
 CY0483'STATION MARKS ARE STANDARD DISKS, STAMPED POWELL 1960.  THE
 CY0483'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 CY0483'POST PROJECTING 4 INCHES.  IT IS 12 FEET EAST OF THE WIRE FENCE.
 CY0483'
 CY0483'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POWELL NO 1 1960,
 CY0483'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0483'4 INCHES.  IT IS 10 INCHES EAST OF THE FENCE.
 CY0483'
 CY0483'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POWELL NO 2 1960,
 CY0483'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0483'6 INCHES.  IT IS 10 INCHES EAST OF THE FENCE.
 CY0483'
 CY0483'4177 WA 10 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 CY0483'4177 WA 10 1940, SET IN THE TOP OF A 6-INCH, ROUND CONCRETE
 CY0483'POST PROJECTING 1 FOOT.  IT IS 26 FEET NORTH OF THE CENTER OF
 CY0483'A MACADAM ROAD, 1-1/2 FEET EAST OF A WHITE WITNESS POST AND
 CY0483'7 FEET NORTHWEST OF A T-FENCE CORNER.
 CY0483
 CY0483                          STATION RECOVERY (1960)
 CY0483
 CY0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0483'2.0 MI SW FROM WILLCOX.
 CY0483'1.35 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 86 AND MALEY
 CY0483'STREET IN WILLCOX , ARIZONA, ON MALEY STREET, THENCE 0.55 MILE
 CY0483'SOUTHWEST ON TRACK ROAD TO THE STATION, 12 FEET EAST OF FENCE, SET IN
 CY0483'THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0920 ***********************************************************************
 EU0920  DESIGNATION -  POWELL
 EU0920  PID         -  EU0920
 EU0920  STATE/COUNTY-  AZ/MOHAVE
 EU0920  USGS QUAD   -  CROSSMAN PEAK (1970)
 EU0920
 EU0920                         *CURRENT SURVEY CONTROL
 EU0920  ___________________________________________________________________
 EU0920* NAD 83(1992)-  34 32 55.98035(N)    114 11 18.74364(W)     ADJUSTED  
 EU0920* NAVD 88     -      1556.2    (meters)    5106.     (feet)  VERTCON   
 EU0920  ___________________________________________________________________
 EU0920  EPOCH DATE  -        1991.35
 EU0920  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 EU0920  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 EU0920  HORZ ORDER  -  FIRST
 EU0920
 EU0920.The horizontal coordinates were established by classical geodetic methods
 EU0920.and adjusted by the National Geodetic Survey in June 1996.
 EU0920.The horizontal coordinates are valid at the epoch date displayed above.
 EU0920.The epoch date for horizontal control is a decimal equivalence
 EU0920.of Year/Month/Day.
 EU0920
 EU0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0920
 EU0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0920
 EU0920.The geoid height was determined by GEOID03.
 EU0920
 EU0920;                    North         East     Units Scale Factor Converg.
 EU0920;SPC AZ W     -   393,634.423   173,110.569   MT  0.99995329   -0 14 55.3
 EU0920;SPC AZ W     - 1,291,451.52    567,948.06   iFT  0.99995329   -0 14 55.3
 EU0920;UTM  11      - 3,826,609.115   757,987.647   MT  1.00042046   +1 35 43.0
 EU0920
 EU0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0920!SPC AZ W     -   0.99976051  x   0.99995329  =   0.99971381
 EU0920!UTM  11      -   0.99976051  x   1.00042046  =   1.00018087
 EU0920
 EU0920:                Primary Azimuth Mark                     Grid Az
 EU0920:SPC AZ W     -  PEAK F                                   003 00 29.5
 EU0920:UTM  11      -  PEAK F                                   001 09 51.2
 EU0920
 EU0920|---------------------------------------------------------------------|
 EU0920| PID    Reference Object                     Distance      Geod. Az  |
 EU0920|                                                           dddmmss.s |
 EU0920| FS1041 PEAK F                              APPROX.94.3 KM 0024534.2 |
 EU0920| CC6279 POWELL AZ MK                                       0042019.0 |
 EU0920| FR0972 PEAK H                              APPROX.64.2 KM 0242440.0 |
 EU0920| ET1024 PEAK I                              APPROX.92.5 KM 0610835.3 |
 EU0920| ET0977 PEAK N                                             1003220.5 |
 EU0920| CC6281 POWELL RM 1                           4.724 METERS 11038     |
 EU0920| CC6282 POWELL RM 2                           5.609 METERS 20105     |
 EU0920| CC6280 POWELL RM                             5.620 METERS 20111     |
 EU0920| EU1188 PEAK A                                             2813235.0 |
 EU0920| FS1259 PEAK C                                             3074930.6 |
 EU0920| FS1184 PEAK D                                             3223344.6 |
 EU0920|---------------------------------------------------------------------|
 EU0920
 EU0920                          SUPERSEDED SURVEY CONTROL
 EU0920
 EU0920  NAD 83(1992)-  34 32 55.97712(N)    114 11 18.75046(W) AD(       ) 1
 EU0920  NAD 83(1986)-  34 32 55.97893(N)    114 11 18.75918(W) AD(       ) 1
 EU0920  NAD 27      -  34 32 55.93600(N)    114 11 15.93600(W) AD(       ) 1
 EU0920  NGVD 29 (07/19/86) 1555.4    (m)         5103.     (f) VERT ANG    3  
 EU0920
 EU0920.Superseded values are not recommended for survey control.
 EU0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0920.See file dsdata.txt to determine how the superseded data were derived.
 EU0920
 EU0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5798826609(NAD 83)
 EU0920
 EU0920  HISTORY     - Date     Condition        Report By
 EU0920  HISTORY     - 1910     MONUMENTED       CGS
 EU0920  HISTORY     - 1935     GOOD             CGS
 EU0920  HISTORY     - 1948     GOOD             CGS
 EU0920
 EU0920                          STATION DESCRIPTION
 EU0920
 EU0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSH)
 EU0920'ON HIGHER AND MORE EASTERLY OF TWO PEAKS (KNOWN LOCALLY AS
 EU0920'POWELL PEAK) ON ARIZONA BRANCH OF THE CHEMEHUEVIS MOUNTAINS,
 EU0920'15 MILES S 20 DEG E FROM FRANCONIA, AND 30 MILES S 51 DEG
 EU0920'E OF NEEDLES.
 EU0920'
 EU0920'TO REACH FROM TOPOCK, TAKE DIRT ROAD ON S SIDE OF RAILROAD
 EU0920'TRACK AND FOLLOW MAIN TRAVELED ROAD (NOT TURNING TO RIGHT)
 EU0920'E 11 MILES, TURN S ONTO WELL DEFINED ROAD TOWARD COLORADO
 EU0920'RIVER AND FOLLOW MAIN ROAD (KEEPING RIGHT) ABOUT 18 OR 19
 EU0920'MILES TO ROAD TURNING LEFT (NORTHEAST) TOWARD FALLS SPRINGS
 EU0920'MINES, FOLLOW THIS ROAD ABOUT 7 MILES TO CROSSROAD GOING DOWN
 EU0920'INTO WASH ON NW, ENTER WASH AND FOLLOW ROAD UP WASH 2 MILES
 EU0920'TO FALLS SPRINGS MINE CAMP, CONTINUE TO END OF WASH AND
 EU0920'CLIMB RIDGE ON NW SIDE TO PEAK AND STATION SITE.
 EU0920'
 EU0920'STATION MARKED BY STANDARD STATION DISK CEMENTED IN DRILL
 EU0920'HOLE IN BEDROCK.
 EU0920'
 EU0920'REFERENCE MARK IS CROSS CUT IN SOLID ROCK, 2 FEET LOWER
 EU0920'THAN AND 5.62 METERS (18.4 FEET) FROM STATION S 21 DEG
 EU0920'11 MIN W.
 EU0920'
 EU0920'IN 1935 TWO REFERENCE MARKS WERE ESTABLISHED (PROBABLY STANDARD
 EU0920'REFERENCE DISKS IN BEDROCK).  NO. 1 IS 4.660 METERS (15.29
 EU0920'FEET) FROM STATION. NO. 2 IS
 EU0920'5.562 METERS (18.25 FEET) FROM STATION.
 EU0920
 EU0920                          STATION RECOVERY (1948)
 EU0920
 EU0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0920'THE STATION MARK AND TWO REFERENCE MARKS ARE IN GOOD CONDITION.
 EU0920'A NEW AZIMUTH MARK WAS ESTABLISHED AND IS DESCRIBED BELOW.
 EU0920'
 EU0920'THE STATION IS ON THE SUMMIT OF THE HIGHER AND MOST EASTERLY
 EU0920'OF TWO PEAKS (KNOWN LOCALLY AS POWELL PEAK) IN THE CHEMEHUEVIS
 EU0920'MOUNTAIN RANGE.  IT IS 20-1/2 MILES, AIRLINE, SOUTHEAST OF TOPOCK,
 EU0920'AND 23-3/4 MILES, AIRLINE, SOUTH-SOUTHWEST OF YUCCA.  THIS
 EU0920'IS THE HIGHEST POINT IN THE VICINITY.
 EU0920'
 EU0920'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0920'IN BEDROCK, FLUSH WITH THE SURROUNDING SURFACE, IS STAMPED
 EU0920'POWELL 1910.
 EU0920'
 EU0920'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 EU0920'HOLE IN A MASS OF OUTCROPPING BEDROCK, PROJECTING 4 FEET
 EU0920'ON THE SOUTHEAST SIDE AND 8 INCHES ON THE OTHER SIDES, IS
 EU0920'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED
 EU0920'POWELL NO 1 1910 1934.
 EU0920'
 EU0920'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 EU0920'HOLE IN A MASS OF OUTCROPPING BEDROCK, PROJECTING 18 INCHES
 EU0920'ON THE EAST SIDE AND 6 INCHES ON THE WEST, IS 3 FEET LOWER
 EU0920'IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED POWELL
 EU0920'NO 2 1910 1934.
 EU0920'
 EU0920'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A HUGE MASS OF
 EU0920'OUTCROPPING WHITE BEDROCK IS STAMPED POWELL 1948.  IT IS ON
 EU0920'THE SAME RIDGE AS THE STATION ABOUT 200 FEET LOWER IN ELEVATION,
 EU0920'10 FEET WEST OF A 4 FT. ROCK CAIRN WHICH IS APPROXIMATELY 3
 EU0920'FEET LOWER IN ELEVATION THAN THE AZIMUTH MARK.
 EU0920'
 EU0920'TO REACH THE STATION FROM YUCCA GO SOUTHERLY ON THE TOPOCK
 EU0920'ROAD FOR 5.9 MILES TO A FORK AND SIGN DUTCH FLAT.  TAKE THE
 EU0920'LEFT HAND ROAD AND GO 3.2 MILES TO A FORK AND SIGN DUTCH FLAT.
 EU0920'TAKE THE RIGHT HAND ROAD, MAIN TRAVELED, AND GO 6.7 MILES
 EU0920'TO A CATTLE GUARD.  PASS THROUGH AND CONTINUE 1.9 MILES
 EU0920'TO A GATE JUST SOUTHWEST OF AN OLD ABANDONED RANCH.  PASS
 EU0920'THROUGH THE GATE AND TURN RIGHT, WEST, ON A TRACK ROAD.  GO
 EU0920'WEST 1.0 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 EU0920'CONTINUE WESTERLY ON THE TRACK ROAD FOR 5.1 MILES TO A FORK.
 EU0920'TAKE THE LEFT HAND ROAD SOUTHWESTERLY UP A CANYON 1.8 MILES
 EU0920'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY ON A DIM
 EU0920'TRAIL UP A WASH FOR ABOUT 2 MILES.  AT THIS POINT THE TRAIL
 EU0920'LEAVES THE WASH AND BEARS WESTERLY UP A RIDGE.  FOLLOW THE
 EU0920'TRAIL WESTERLY UP RIDGE ABOUT 3/4 MILE TO THE TOP THENCE
 EU0920'SOUTHERLY 3/4 MILE TO A MINE SHAFT WHERE THE TRAIL ENDS.
 EU0920'FROM HERE PACK WESTERLY UP A VERY STEEP RIDGE ABOUT 200
 EU0920'YARDS TO THE SUMMIT OF THE MOUNTAIN AND THE STATION.  A 3
 EU0920'1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0501 ***********************************************************************
 GP0501  DESIGNATION -  POWELL
 GP0501  PID         -  GP0501
 GP0501  STATE/COUNTY-  AZ/COCONINO
 GP0501  USGS QUAD   -  FERRY SWALE (1985)
 GP0501
 GP0501                         *CURRENT SURVEY CONTROL
 GP0501  ___________________________________________________________________
 GP0501* NAD 83(1992)-  36 59 07.09327(N)    111 32 15.44654(W)     ADJUSTED  
 GP0501* NAVD 88     -      1283.0    (meters)    4209.     (feet)  VERTCON   
 GP0501  ___________________________________________________________________
 GP0501  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 GP0501  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 GP0501  HORZ ORDER  -  SECOND
 GP0501
 GP0501.The horizontal coordinates were established by classical geodetic methods
 GP0501.and adjusted by the National Geodetic Survey in August 1993.
 GP0501
 GP0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0501
 GP0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0501
 GP0501.The geoid height was determined by GEOID03.
 GP0501
 GP0501;                    North         East     Units Scale Factor Converg.
 GP0501;SPC AZ C     -   663,906.448   247,102.404   MT  0.99991402   +0 13 40.9
 GP0501;SPC AZ C     - 2,178,170.76    810,703.43   iFT  0.99991402   +0 13 40.9
 GP0501;SPC UT S     - 3,035,364.446   496,650.217   MT  1.00004772   -0 01 23.0
 GP0501;UTM  12      - 4,093,377.110   452,154.927   MT  0.99962820   -0 19 24.4
 GP0501
 GP0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0501!SPC AZ C     -   0.99980237  x   0.99991402  =   0.99971641
 GP0501!SPC UT S     -   0.99980237  x   1.00004772  =   0.99985008
 GP0501!UTM  12      -   0.99980237  x   0.99962820  =   0.99943065
 GP0501
 GP0501|---------------------------------------------------------------------|
 GP0501| PID    Reference Object                     Distance      Geod. Az  |
 GP0501|                                                           dddmmss.s |
 GP0501| CR7993 POWELL RM 1                          12.314 METERS 00303     |
 GP0501| GP0094 BEEHIVE NORTH BASE                  APPROX. 3.9 KM 1181528.0 |
 GP0501| CR7994 POWELL RM 2                          11.265 METERS 26815     |
 GP0501|---------------------------------------------------------------------|
 GP0501
 GP0501                          SUPERSEDED SURVEY CONTROL
 GP0501
 GP0501  NAD 83(1986)-  36 59 07.08863(N)    111 32 15.44885(W) AD(       ) 2
 GP0501  NGVD 29 (07/12/88) 1282.1    (m)         4206.     (f) VERT ANG    3  
 GP0501
 GP0501.Superseded values are not recommended for survey control.
 GP0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0501.See file dsdata.txt to determine how the superseded data were derived.
 GP0501
 GP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5215593377(NAD 83)
 GP0501_MARKER: DS = TRIANGULATION STATION DISK
 GP0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0501+STABILITY: SURFACE MOTION
 GP0501
 GP0501  HISTORY     - Date     Condition        Report By
 GP0501  HISTORY     - 1983     MONUMENTED       AZDT
 GP0501
 GP0501                          STATION DESCRIPTION
 GP0501
 GP0501'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0501'THE STATION IS LOCATED ON A LOW FLAT TOPPED HILL 6 MILES NORTHWEST OF
 GP0501'PAGE AND ABOUT 1/3 MILE NORTH OF U.S. HIGHWAY 89.
 GP0501'
 GP0501'THE STATION IS AN AZDT DISK STAMPED---POWELL 1983---.  IT IS SET IN
 GP0501'TOP OF A 10 INCH CONCRETE MONUMENT 3.5 FEET NORTH OF A WITNESS POST.
 GP0501'
 GP0501'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---POWELL RM 1 1983---.  IT IS
 GP0501'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0501'
 GP0501'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---POWELL RM 2 1983---.  IT IS
 GP0501'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0501'
 GP0501'TO REACH THE STATION FROM THE POST OFFICE IN PAGE, TRAVEL NORTH ALONG
 GP0501'ELM STREET FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN LEFT ON LAKE POWELL
 GP0501'BLVD AND TRAVEL WEST 1.2 MILES TO JUNCTION WITH U.S. HIGHWAY 89.
 GP0501'TURN RIGHT AND TRAVEL NORTH ALONG U.S. 89 FOR 5.9 MILES TO MILE POST
 GP0501'554.4 AND A GATE ON RIGH AT THE TOP OF A LOW CUT. PASS THROUGH GATE
 GP0501'FOR ABOUT 100 FEET TO THE OLD HIGHWAY.  TURN LEFT AND TRAVEL WEST FOR
 GP0501'0.5 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL NORTH
 GP0501'FOR 0.45 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0930 ***********************************************************************
 EU0930  DESIGNATION -  POWELL CAIRN
 EU0930  PID         -  EU0930
 EU0930  STATE/COUNTY-  AZ/MOHAVE
 EU0930  USGS QUAD   -  TOPOCK (1970)
 EU0930
 EU0930                         *CURRENT SURVEY CONTROL
 EU0930  ___________________________________________________________________
 EU0930* NAD 83(1992)-  34 40 39.08739(N)    114 23 27.42631(W)     ADJUSTED  
 EU0930* NAVD 88     -              **(meters)            **(feet)            
 EU0930  ___________________________________________________________________
 EU0930  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 EU0930  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 EU0930  HORZ ORDER  -  THIRD
 EU0930
 EU0930.The horizontal coordinates were established by classical geodetic methods
 EU0930.and adjusted by the National Geodetic Survey in August 1993.
 EU0930
 EU0930
 EU0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0930
 EU0930.The geoid height was determined by GEOID03.
 EU0930
 EU0930;                    North         East     Units Scale Factor Converg.
 EU0930;SPC AZ W     -   408,003.624   154,623.546   MT  0.99997584   -0 21 52.9
 EU0930;SPC AZ W     - 1,338,594.57    507,295.10   iFT  0.99997584   -0 21 52.9
 EU0930;SPC CA 5     -   636,553.164 2,330,654.187   MT  0.99992295   +2 03 25.9
 EU0930;SPC CA 5     - 2,088,424.84  7,646,487.95   sFT  0.99992295   +2 03 25.9
 EU0930;UTM  11      - 3,840,380.508   739,039.587   MT  1.00030433   +1 29 06.5
 EU0930
 EU0930                          SUPERSEDED SURVEY CONTROL
 EU0930
 EU0930  NAD 83(1986)-  34 40 39.09059(N)    114 23 27.43553(W) AD(       ) 4
 EU0930  NAD 27      -  34 40 39.05800(N)    114 23 24.58400(W) AD(       ) 3
 EU0930
 EU0930.Superseded values are not recommended for survey control.
 EU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0930.See file dsdata.txt to determine how the superseded data were derived.
 EU0930
 EU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3904040381(NAD 83)
 EU0930_MARKER: 72 = CAIRN
 EU0930
 EU0930  HISTORY     - Date     Condition        Report By
 EU0930  HISTORY     - 1935     FIRST OBSERVED   USGS
 EU0930
 EU0930                          STATION DESCRIPTION
 EU0930
 EU0930'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 EU0930'THE CAIRN, WHICH MARKS THE STATION, IS ABOUT 17 MILES SE OF THE
 EU0930'TOWN OF NEEDLES AND ABOUT 6 MILES ESE OF THE TOWN OF TOPOCK AND
 EU0930'ABOUT 4 MILES E OF THE COLORADO RIVER AT THE NEEDLES FORMATION.
 EU0930'
 EU0930'THE STATION IS ON THE HIGHEST POINT OF THE MOST PROMINENT
 EU0930'MOUNTAINS IN THE IMMEDIATE VICINITY.
 EU0930'
 EU0930'THIS OBJECT CUT IN BY INTERSECTION, THIRD-ORDER ACCURACY.
 EU0930'
 EU0930'ELEVATION ABOUT 2350.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0482 ***********************************************************************
 CY0482  DESIGNATION -  POWELL RM 1
 CY0482  PID         -  CY0482
 CY0482  STATE/COUNTY-  AZ/COCHISE
 CY0482  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0482
 CY0482                         *CURRENT SURVEY CONTROL
 CY0482  ___________________________________________________________________
 CY0482* NAD 83(1986)-  32 14 48.     (N)    109 51 29.     (W)     SCALED    
 CY0482* NAVD 88     -      1272.23   (+/-2cm)    4174.0    (feet)  VERTCON   
 CY0482  ___________________________________________________________________
 CY0482  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0482
 CY0482.The horizontal coordinates were scaled from a topographic map and have
 CY0482.an estimated accuracy of +/- 6 seconds.
 CY0482
 CY0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0482.The vertical order pertains to the NGVD 29 superseded value.
 CY0482
 CY0482.The geoid height was determined by GEOID03.
 CY0482
 CY0482;                    North         East    Units  Estimated Accuracy
 CY0482;SPC AZ E     -   138,260.      242,440.      MT  (+/- 180 meters Scaled)
 CY0482
 CY0482                          SUPERSEDED SURVEY CONTROL
 CY0482
 CY0482  NGVD 29 (??/??/92) 1271.484  (m)         4171.53   (f) ADJ UNCH    2 0
 CY0482
 CY0482.Superseded values are not recommended for survey control.
 CY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0482.See file dsdata.txt to determine how the superseded data were derived.
 CY0482
 CY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA075683(NAD 83)
 CY0482_MARKER: DR = REFERENCE MARK DISK
 CY0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0482_STAMPING: POWELL NO 1 1960
 CY0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0482+STABILITY: SURFACE MOTION
 CY0482
 CY0482  HISTORY     - Date     Condition        Report By
 CY0482  HISTORY     - 1960     MONUMENTED       CGS
 CY0482
 CY0482                          STATION DESCRIPTION
 CY0482
 CY0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0482'2.0 MI SW FROM WILLCOX.
 CY0482'1.35 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 86 AND MALEY
 CY0482'STREET IN WILLCOX, ARIZONA, ON MALEY STREET, THENCE 0.55 MILE
 CY0482'SOUTHWEST ON TRACK ROAD, 10 INCHES EAST OF FENCE, SET IN THE TOP OF AN
 CY0482'11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0484 ***********************************************************************
 CY0484  DESIGNATION -  POWELL RM 2
 CY0484  PID         -  CY0484
 CY0484  STATE/COUNTY-  AZ/COCHISE
 CY0484  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0484
 CY0484                         *CURRENT SURVEY CONTROL
 CY0484  ___________________________________________________________________
 CY0484* NAD 83(1986)-  32 14 48.     (N)    109 51 29.     (W)     SCALED    
 CY0484* NAVD 88     -      1272.33   (+/-2cm)    4174.3    (feet)  VERTCON   
 CY0484  ___________________________________________________________________
 CY0484  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CY0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0484
 CY0484.The horizontal coordinates were scaled from a topographic map and have
 CY0484.an estimated accuracy of +/- 6 seconds.
 CY0484
 CY0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0484.The vertical order pertains to the NGVD 29 superseded value.
 CY0484
 CY0484.The geoid height was determined by GEOID03.
 CY0484
 CY0484;                    North         East    Units  Estimated Accuracy
 CY0484;SPC AZ E     -   138,260.      242,440.      MT  (+/- 180 meters Scaled)
 CY0484
 CY0484                          SUPERSEDED SURVEY CONTROL
 CY0484
 CY0484  NGVD 29 (??/??/92) 1271.575  (m)         4171.83   (f) ADJ UNCH    2 0
 CY0484
 CY0484.Superseded values are not recommended for survey control.
 CY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0484.See file dsdata.txt to determine how the superseded data were derived.
 CY0484
 CY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA075683(NAD 83)
 CY0484_MARKER: DR = REFERENCE MARK DISK
 CY0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0484_STAMPING: POWELL NO 2 1960
 CY0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0484+STABILITY: SURFACE MOTION
 CY0484
 CY0484  HISTORY     - Date     Condition        Report By
 CY0484  HISTORY     - 1960     MONUMENTED       CGS
 CY0484
 CY0484                          STATION DESCRIPTION
 CY0484
 CY0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0484'2.0 MI SW FROM WILLCOX.
 CY0484'1.35 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 86 AND MALEY
 CY0484'STREET IN WILLCOX, ARIZONA, ON MALEY STREET, THENCE 0.55 MILE
 CY0484'SOUTHWEST ON TRACK ROAD, 10 INCHES EAST OF FENCE, SET IN THE TOP OF AN
 CY0484'11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0621 ***********************************************************************
 ET0621  DESIGNATION -  POWER
 ET0621  PID         -  ET0621
 ET0621  STATE/COUNTY-  AZ/MOHAVE
 ET0621  USGS QUAD   -  KAISER SPRING (1980)
 ET0621
 ET0621                         *CURRENT SURVEY CONTROL
 ET0621  ___________________________________________________________________
 ET0621* NAD 83(1992)-  34 36 21.87877(N)    113 29 20.65580(W)     ADJUSTED  
 ET0621* NAVD 88     -       888.816  (meters)    2916.06   (feet)  POSTED    
 ET0621  ___________________________________________________________________
 ET0621  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 ET0621  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ET0621  DYNAMIC HT  -         887.740 (meters)    2912.53  (feet)  COMP
 ET0621  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 ET0621
 ET0621  HORZ ORDER  -  SECOND
 ET0621  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0621
 ET0621.The horizontal coordinates were established by classical geodetic methods
 ET0621.and adjusted by the National Geodetic Survey in August 1993.
 ET0621
 ET0621.The orthometric height was determined by differential leveling
 ET0621.and adjusted in November 2005.
 ET0621.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0621.rate of 1.1 thru 2.0 mm/km.
 ET0621
 ET0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0621
 ET0621.The geoid height was determined by GEOID03.
 ET0621
 ET0621.The dynamic height is computed by dividing the NAVD 88
 ET0621.geopotential number by the normal gravity value computed on the
 ET0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0621.degrees latitude (g = 980.6199 gals.).
 ET0621
 ET0621.The modeled gravity was interpolated from observed gravity values.
 ET0621
 ET0621;                    North         East     Units Scale Factor Converg.
 ET0621;SPC AZ W     -   399,922.288   237,291.749   MT  0.99994039   +0 08 53.5
 ET0621;SPC AZ W     - 1,312,081.00    778,516.24   iFT  0.99994039   +0 08 53.5
 ET0621;UTM  12      - 3,832,176.635   271,759.335   MT  1.00024214   -1 24 51.2
 ET0621
 ET0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0621!SPC AZ W     -   0.99986507  x   0.99994039  =   0.99980547
 ET0621!UTM  12      -   0.99986507  x   1.00024214  =   1.00010717
 ET0621
 ET0621|---------------------------------------------------------------------|
 ET0621| PID    Reference Object                     Distance      Geod. Az  |
 ET0621|                                                           dddmmss.s |
 ET0621| ET0622 POWER RM 2                           10.073 METERS 00126     |
 ET0621| ET1021 POWER 2                             218.272 METERS 06804     |
 ET0621| ET1022 POWER 2 RM 5                        APPROX. 0.7 KM 2604128.3 |
 ET0621| ET0624 POWER AZ MK                                        2631746.3 |
 ET0621| ET0623 POWER RM 1                            6.838 METERS 27841     |
 ET0621|---------------------------------------------------------------------|
 ET0621
 ET0621                          SUPERSEDED SURVEY CONTROL
 ET0621
 ET0621  NAD 83(1986)-  34 36 21.87829(N)    113 29 20.66319(W) AD(       ) 2
 ET0621  NAD 27      -  34 36 21.82000(N)    113 29 17.91800(W) AD(       ) 2
 ET0621  NGVD 29 (??/??/92)  888.082  (m)         2913.65   (f) ADJ UNCH    1 2
 ET0621
 ET0621.Superseded values are not recommended for survey control.
 ET0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0621.See file dsdata.txt to determine how the superseded data were derived.
 ET0621
 ET0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7175932177(NAD 83)
 ET0621_MARKER: DS = TRIANGULATION STATION DISK
 ET0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0621_STAMPING: POWER 1948
 ET0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0621+STABILITY: SURFACE MOTION
 ET0621
 ET0621  HISTORY     - Date     Condition        Report By
 ET0621  HISTORY     - 1948     MONUMENTED       CGS
 ET0621  HISTORY     - 1950     GOOD             NGS
 ET0621  HISTORY     - 1965     GOOD             CGS
 ET0621  HISTORY     - 1976     SEE DESCRIPTION  NGS
 ET0621  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 ET0621
 ET0621                          STATION DESCRIPTION
 ET0621
 ET0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET0621'THE STATION IS ON A LONG HIGH RIDGE ALONG THE ROAD FROM WIKIEUP
 ET0621'TO HILLSIDE.  IT IS 10 MILES, AIRLINE, S.E. OF WIKIEUP, 10 MILES
 ET0621'N.E. OF SIGNAL, AT A POINT WHERE THE PARKER-BAGDAD POWER LINE
 ET0621'CROSSES THE ROAD.
 ET0621'
 ET0621'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL
 ET0621'POST WHICH IS 10 IN IN DIAMETER PROJECTING 1 IN ABOVE THE SURFACE
 ET0621'OF THE GROUND, IS 79 FEET ESE OF THE N. ONE OF TWO POWER POLES
 ET0621'(NO.353), 30 YARDS SSW OF THE ROAD ON TOP OF THE RIDGE, AND IS
 ET0621'STAMPED POWER 1948.
 ET0621'
 ET0621'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 ET0621'CYLINDRICAL POST WHICH IS 10 IN IN DIAMETER FLUSH WITH THE SURFACE
 ET0621'OF THE GROUND, IS 2 FEET LOWER IN ELEVATION THAN THE STATION MARK
 ET0621'AND IS STAMPED POWER NO 1 1948.
 ET0621'
 ET0621'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET0621'IN THE TOP OF A BOULDER WHICH IS 24 IN LONG, 18 IN WIDE PROJECTING
 ET0621'8 IN ABOVE THE SURFACE OF THE GROUND, IS STAMPED POWER NO 2 1948.
 ET0621'
 ET0621'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 ET0621'BOULDER WHICH IS APPROXIMATELY 2 FEET IN DIAMETER PROJECTING
 ET0621'1 FOOT ABOVE THE SURFACE OF THE GROUND, IS ON THE SUMMIT OF A
 ET0621'HILL, 200 FEET S.W. OF THE WIKIEUP-HILLSIDE ROAD AND IS STAMPED
 ET0621'POWER 1948.
 ET0621'
 ET0621'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN WIKIEUP
 ET0621'GO S.E. 1.1 MILE ON THE MAIN TRAVELED ROAD TO A FORK. TURN LEFT,
 ET0621'EAST, AND GO 0.7 MILE CROSSING THE SANDY RIVER.  CONTINUE ON
 ET0621'BLADED ROAD 3.4 MILES TO FORK.  TAKE THE LEFT FORK 4.4 MILES TO
 ET0621'FORK AND SIGN SIGNAL.  TAKE THE LEFT FORK AND GO 2.1 MILES TO A
 ET0621'CATTLE GUARD.  CONTINUE ON THE MAIN TRAVELED ROAD 3.0 MILES TO A
 ET0621'POINT WHERE THE POWER LINE CROSSES THE ROAD.  CONTINUE ABOUT
 ET0621'100 FEET THENCE TURN BACK SHARP TO THE RIGHT ON THE RIDGE AND
 ET0621'GO 100 YARDS ALONG THE TOP OF THE RIDGE TO THE STATION.  A
 ET0621'DRIVE STATION.
 ET0621
 ET0621                          STATION RECOVERY (1950)
 ET0621
 ET0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ET0621'12.1 MI S FROM WIKIEUP.
 ET0621'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0621'WIKIEUP, THENCE 4.7 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT A
 ET0621'POINT WHERE THE PARKER-BAGDAD POWER LINE CROSSES THE ROAD, ON THE TOP
 ET0621'OF A RIDGE, 93 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 78 FEET EAST
 ET0621'OF THE NORTHWEST ONE OF TWIN POWER LINE POLES, 40 FEET SOUTH OF A
 ET0621'4-INCH PALO VERDE TREE, ABOUT 26 FEET HIGHER THAN THE ROAD, AND SET IN
 ET0621'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 ET0621
 ET0621                          STATION RECOVERY (1965)
 ET0621
 ET0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 ET0621'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 ET0621'REACH THE STATION FOLLOWS.
 ET0621'
 ET0621'TO REACH FROM THE POST OFFICE IN WIKIEUP, GO SOUTH ON STATE
 ET0621'HIGHWAY 93 7.9 MILES TO A SIDE ROAD LEFT AT MILE POST 132, TURN
 ET0621'LEFT, PASSING OVER A CATTLE GUARD, AND GO EASTERLY 0.45 MILE TO
 ET0621'A FORK, TAKE THE RIGHT ROAD AND GO 1.75 MILE TO THE AZIMUTH MARK
 ET0621'ON THE RIGHT, CONTINUE 0.4 MILE TO A TRACK ROAD RIGHT, TURN
 ET0621'SHARP RIGHT AND GO 0.05 MILE TO THE TOP OF THE HILL AND THE
 ET0621'STATION.
 ET0621'
 ET0621'ASTRO PARTY 646 VISITED THIS STATION.
 ET0621
 ET0621                          STATION RECOVERY (1976)
 ET0621
 ET0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CN)
 ET0621'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 ET0621'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 ET0621'DESTROYED BY PIPE LINE CONSTRUCTION.  THE STATION WAS MOVED AT THIS
 ET0621'TIME DUE TO PIPE LINE CONSTRUCTION.
 ET0621'
 ET0621'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET0621
 ET0621                          STATION RECOVERY (2006)
 ET0621
 ET0621'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET0621'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WE NOT FOUND.
 ET0621'THE AREA APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0842 ***********************************************************************
 FR0842  DESIGNATION -  POWER
 FR0842  PID         -  FR0842
 FR0842  STATE/COUNTY-  AZ/COCONINO
 FR0842  USGS QUAD   -  RED BUTTE SW (1980)
 FR0842
 FR0842                         *CURRENT SURVEY CONTROL
 FR0842  ___________________________________________________________________
 FR0842* NAD 83(1992)-  35 45 41.04930(N)    112 10 21.64918(W)     ADJUSTED  
 FR0842* NAVD 88     -      1853.2    (meters)    6080.     (feet)  VERTCON   
 FR0842  ___________________________________________________________________
 FR0842  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 FR0842  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FR0842  HORZ ORDER  -  SECOND
 FR0842
 FR0842.The horizontal coordinates were established by classical geodetic methods
 FR0842.and adjusted by the National Geodetic Survey in August 1993.
 FR0842
 FR0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0842
 FR0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0842
 FR0842.The geoid height was determined by GEOID03.
 FR0842
 FR0842;                    North         East     Units Scale Factor Converg.
 FR0842;SPC AZ C     -   528,071.760   190,209.823   MT  0.99990660   -0 08 58.6
 FR0842;SPC AZ C     - 1,732,518.90    624,047.98   iFT  0.99990660   -0 08 58.6
 FR0842;UTM  12      - 3,958,119.100   393,989.294   MT  0.99973848   -0 41 07.4
 FR0842
 FR0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0842!SPC AZ C     -   0.99971286  x   0.99990660  =   0.99961949
 FR0842!UTM  12      -   0.99971286  x   0.99973848  =   0.99945142
 FR0842
 FR0842|---------------------------------------------------------------------|
 FR0842| PID    Reference Object                     Distance      Geod. Az  |
 FR0842|                                                           dddmmss.s |
 FR0842| CH3980 POWER RM 1                           16.080 METERS 17739     |
 FR0842| CH3981 POWER RM 2                           13.613 METERS 25719     |
 FR0842| FR0843 WAGNER                              APPROX. 5.7 KM 2781854.9 |
 FR0842|---------------------------------------------------------------------|
 FR0842
 FR0842                          SUPERSEDED SURVEY CONTROL
 FR0842
 FR0842  NAD 83(1986)-  35 45 41.04725(N)    112 10 21.64610(W) AD(       ) 2
 FR0842  NAD 27      -  35 45 41.07709(N)    112 10 19.04517(W) AD(       ) 2
 FR0842  NGVD 29 (07/19/86) 1852.3    (m)         6077.     (f) VERT ANG    3  
 FR0842
 FR0842.Superseded values are not recommended for survey control.
 FR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0842.See file dsdata.txt to determine how the superseded data were derived.
 FR0842
 FR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9398958119(NAD 83)
 FR0842_MARKER: DD = SURVEY DISK
 FR0842_SETTING: 66 = SET IN ROCK OUTCROP
 FR0842
 FR0842  HISTORY     - Date     Condition        Report By
 FR0842  HISTORY     - 1975     MONUMENTED       AZDT
 FR0842
 FR0842                          STATION DESCRIPTION
 FR0842
 FR0842'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0842'THE STATION IS LOCATED ABOUT 35.6 MILES NORTH OF WILLIAMS, ABOUT
 FR0842'3 MILES WEST OF STATE ROUTE 64 AND 127 FEET NORTH OF AN EAST-WEST
 FR0842'POWER LINE.
 FR0842'
 FR0842'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED POWERS 1975
 FR0842'AND IS EPOXIED IN A DRILL HOLE ON BED ROCK OUTCROP FLUSH WITH THE
 FR0842'GROUND.  THE STATION IS 127 FEET NORTH OF CENTERLINE OF POWER LINE,
 FR0842'250 FEET NORTH OF POWERLINE ROAD AND IS MARKED WITH A WITNESS
 FR0842'POST AND SIGN 3 FEET TO NORTH OF STATION.
 FR0842'
 FR0842'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED POWERS
 FR0842'RM 1 1975 AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP FLUSH
 FR0842'WITH GROUND.  THE MARK IS 55.5 FEET SOUTH OF THE WITNESS POST AND
 FR0842'25 FEET NORTH OF CENTERLINE OF POWER LINE.
 FR0842'
 FR0842'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED POWER RM
 FR0842'2 1975 AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP AND FLUSH
 FR0842'WITH THE GROUND.  THE MARK IS 45 FEET WEST OF THE WITNESS POST
 FR0842'AND 125 FEET NORTH OF CENTERLINE OF POWER LINE.
 FR0842'
 FR0842'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 66 AND STATE
 FR0842'ROUTE 64, 2 MILES EAST OF WILLIAMS, GO NORTH ON STATE ROUTE 64 TO
 FR0842'MILE POST 221.5 AND THE INTERSECTION OF WILAWA RD. GO LEFT (WEST)
 FR0842'ON WILAWA RD. AND CROSS CATTLE GUARD, GO LEFT (SOUTH) ON A TRACK
 FR0842'ROAD 0.12 MILES TO A POWER LINE RUNNING EAST-WEST, TURN RIGHT
 FR0842'(WEST) ON POWER LINE ROAD FOR 0.8 MILE TO A GATE, CONTINUE PAST
 FR0842'GATE AND GO 1.59 MILE TO POWER LINE TOWER 221.3 WHICH IS 7TH
 FR0842'TOWER WEST OF HWY. AND CONTINUE 0.15 MILE TO STATION ON THE
 FR0842'RIGHT (NORTH).
 FR0842'
 FR0842'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0932 ***********************************************************************
 ES0932  DESIGNATION -  POWER
 ES0932  PID         -  ES0932
 ES0932  STATE/COUNTY-  AZ/NAVAJO
 ES0932  USGS QUAD   -  DRY LAKE NE (1971)
 ES0932
 ES0932                         *CURRENT SURVEY CONTROL
 ES0932  ___________________________________________________________________
 ES0932* NAD 83(1992)-  34 39 50.62060(N)    110 19 32.91951(W)     ADJUSTED  
 ES0932* NAVD 88     -      1840.58   (+/-2cm)    6038.6    (feet)  VERTCON   
 ES0932  ___________________________________________________________________
 ES0932  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ES0932  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0932  HORZ ORDER  -  SECOND
 ES0932  VERT ORDER  -  THIRD ? (See Below)
 ES0932
 ES0932.The horizontal coordinates were established by classical geodetic methods
 ES0932.and adjusted by the National Geodetic Survey in August 1993.
 ES0932
 ES0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0932.The vertical order pertains to the NGVD 29 superseded value.
 ES0932
 ES0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0932
 ES0932.The geoid height was determined by GEOID03.
 ES0932
 ES0932;                    North         East     Units Scale Factor Converg.
 ES0932;SPC AZ E     -   406,321.261   198,774.334   MT  0.99990262   -0 05 25.9
 ES0932;SPC AZ E     - 1,333,075.00    652,146.77   iFT  0.99990262   -0 05 25.9
 ES0932;UTM  12      - 3,835,996.479   561,771.746   MT  0.99964703   +0 23 00.5
 ES0932
 ES0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0932!SPC AZ E     -   0.99971496  x   0.99990262  =   0.99961761
 ES0932!UTM  12      -   0.99971496  x   0.99964703  =   0.99936209
 ES0932
 ES0932:                Primary Azimuth Mark                     Grid Az
 ES0932:SPC AZ E     -  PORTER                                   026 04 33.7
 ES0932:UTM  12      -  PORTER                                   025 36 07.3
 ES0932
 ES0932|---------------------------------------------------------------------|
 ES0932| PID    Reference Object                     Distance      Geod. Az  |
 ES0932|                                                           dddmmss.s |
 ES0932| ES0930 PORTER                              APPROX. 7.6 KM 0255907.8 |
 ES0932| DZ1417 POWER RM 1                           12.336 METERS 04147     |
 ES0932| DZ1418 POWER RM 2                           12.058 METERS 22122     |
 ES0932|---------------------------------------------------------------------|
 ES0932
 ES0932                          SUPERSEDED SURVEY CONTROL
 ES0932
 ES0932  NAD 83(1986)-  34 39 50.61409(N)    110 19 32.92424(W) AD(       ) 2
 ES0932  NGVD 29 (08/03/87) 1839.68   (m)         6035.7    (f) LEVELING    3  
 ES0932
 ES0932.Superseded values are not recommended for survey control.
 ES0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0932.See file dsdata.txt to determine how the superseded data were derived.
 ES0932
 ES0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6177235996(NAD 83)
 ES0932_MARKER: DS = TRIANGULATION STATION DISK
 ES0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0932+STABILITY: SURFACE MOTION
 ES0932
 ES0932  HISTORY     - Date     Condition        Report By
 ES0932  HISTORY     - 1983     MONUMENTED       AZDT
 ES0932
 ES0932                          STATION DESCRIPTION
 ES0932
 ES0932'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0932'THE STATION IS LOCATED 19 MILES SOUTHWEST OF HOLBROOK ALONG STATE
 ES0932'ROUTE 377.
 ES0932'
 ES0932'THE STATION MARK IS AN AZDT DISK STAMPED---POWER 1983---.  IT IS SET
 ES0932'IN TOP OF A 10 INCH CONCRETE MONUMENT 91 FEET SOUTHEAST OF THE CENTER
 ES0932'LINE OF THE HIGHWAY AND 5 FEET NORTHWEST OF THE WITNESS POST.
 ES0932'
 ES0932'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---POWER RM 1 1983---.  IT IS
 ES0932'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0932'
 ES0932'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---POWER RM 2 1983---. IT IS
 ES0932'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0932'
 ES0932'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST 0.1
 ES0932'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL SOUTH
 ES0932'2.55 MILES TO STATE ROUTE 377.  TURN RIGHT AND TRAVEL SOUTHWEST ALONG
 ES0932'S.R. 377 FOR 12.45 MILES TO THE STATION ON THE RIGHT AT MILEPOST 16.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0502 ***********************************************************************
 GP0502  DESIGNATION -  POWER
 GP0502  PID         -  GP0502
 GP0502  STATE/COUNTY-  AZ/COCONINO
 GP0502  USGS QUAD   -  THE GAP (1981)
 GP0502
 GP0502                         *CURRENT SURVEY CONTROL
 GP0502  ___________________________________________________________________
 GP0502* NAD 83(1992)-  36 17 41.01805(N)    111 27 07.25491(W)     ADJUSTED  
 GP0502* NAVD 88     -      1613.0    (meters)    5292.     (feet)  VERTCON   
 GP0502  ___________________________________________________________________
 GP0502  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GP0502  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0502  HORZ ORDER  -  SECOND
 GP0502
 GP0502.The horizontal coordinates were established by classical geodetic methods
 GP0502.and adjusted by the National Geodetic Survey in August 1993.
 GP0502
 GP0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0502
 GP0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0502
 GP0502.The geoid height was determined by GEOID03.
 GP0502
 GP0502;                    North         East     Units Scale Factor Converg.
 GP0502;SPC AZ C     -   587,313.238   255,094.209   MT  0.99992145   +0 16 30.2
 GP0502;SPC AZ C     - 1,926,880.70    836,923.26   iFT  0.99992145   +0 16 30.2
 GP0502;UTM  12      - 4,016,733.587   459,412.938   MT  0.99962030   -0 16 03.2
 GP0502
 GP0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0502!SPC AZ C     -   0.99975053  x   0.99992145  =   0.99967200
 GP0502!UTM  12      -   0.99975053  x   0.99962030  =   0.99937092
 GP0502
 GP0502|---------------------------------------------------------------------|
 GP0502| PID    Reference Object                     Distance      Geod. Az  |
 GP0502|                                                           dddmmss.s |
 GP0502| CR7995 POWER RM 1                           10.918 METERS 14934     |
 GP0502| GP0490 GOAT                                APPROX. 7.2 KM 3212335.9 |
 GP0502| CR7996 POWER RM 2                           10.782 METERS 32936     |
 GP0502|---------------------------------------------------------------------|
 GP0502
 GP0502                          SUPERSEDED SURVEY CONTROL
 GP0502
 GP0502  NAD 83(1986)-  36 17 41.01759(N)    111 27 07.25466(W) AD(       ) 2
 GP0502  NGVD 29 (07/12/88) 1612.1    (m)         5289.     (f) VERT ANG    3  
 GP0502
 GP0502.Superseded values are not recommended for survey control.
 GP0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0502.See file dsdata.txt to determine how the superseded data were derived.
 GP0502
 GP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5941316734(NAD 83)
 GP0502_MARKER: DS = TRIANGULATION STATION DISK
 GP0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0502+STABILITY: SURFACE MOTION
 GP0502
 GP0502  HISTORY     - Date     Condition        Report By
 GP0502  HISTORY     - 1983     MONUMENTED       AZDT
 GP0502  HISTORY     - 20080308 GOOD             INDIV
 GP0502
 GP0502                          STATION DESCRIPTION
 GP0502
 GP0502'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0502'THE STATION IS LOCATED 29 MILES NORTH OF CAMERON, 3/4 MILE SOUTHEAST
 GP0502'OF THE GAP TRADING POST AND ALONG U.S. HIGHWAY 89.
 GP0502'
 GP0502'THE STATION MARK IS AN AZDT DISK STAMPED---POWER 1983---.  IT IS SET
 GP0502'IN TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET NORTHEAST OF THE CENTER
 GP0502'LINE OF THE HIGHWAY AND 4 FEET NORTHEAST OF THE WITNESS POST.
 GP0502'
 GP0502'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---POWER RM 1 1983---.  IT IS
 GP0502'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0502'
 GP0502'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---POWER RM 2 1983---.  IT IS
 GP0502'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0502'
 GP0502'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH 0.1
 GP0502'MILE ALONG ELM STREET TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL WEST
 GP0502'1.2 MILES TO U.S. HIGHWAY 89.  TURN LEFT AND TRAVEL SOUTH ALONG U.S.
 GP0502'89 FOR 24.5 MILES TO THE JUNCTION WITH U.S. 89 ALT. TURN LEFT AND
 GP0502'TRAVEL SOUTH ALONG U.S. 89 FOR 18.75 MILES TO CEDAR RIDGE TRADING POST
 GP0502'CONTINUE SOUTH FOR 7.25 MILES TO THE GAP TRADING POST, CONTINUE SOUTH
 GP0502'FOR 0.7 MILE TO THE STATION ON THE LEFT AT MILE POST 497.3.
 GP0502
 GP0502                          STATION RECOVERY (2008)
 GP0502
 GP0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 GP0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1360 ***********************************************************************
 FS1360  DESIGNATION -  POWER
 FS1360  PID         -  FS1360
 FS1360  STATE/COUNTY-  AZ/MOHAVE
 FS1360  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS1360
 FS1360                         *CURRENT SURVEY CONTROL
 FS1360  ___________________________________________________________________
 FS1360* NAD 83(1992)-  35 40 26.13751(N)    114 27 44.65981(W)     ADJUSTED  
 FS1360* NAVD 88     -       763.4    (meters)    2505.     (feet)  VERTCON   
 FS1360  ___________________________________________________________________
 FS1360  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 FS1360  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS1360  HORZ ORDER  -  SECOND
 FS1360
 FS1360.The horizontal coordinates were established by classical geodetic methods
 FS1360.and adjusted by the National Geodetic Survey in August 1993.
 FS1360
 FS1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1360
 FS1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1360
 FS1360.The geoid height was determined by GEOID03.
 FS1360
 FS1360;                    North         East     Units Scale Factor Converg.
 FS1360;SPC AZ W     -   518,587.874   148,867.276   MT  0.99998457   -0 24 55.7
 FS1360;SPC AZ W     - 1,701,403.79    488,409.70   iFT  0.99998457   -0 24 55.7
 FS1360;UTM  11      - 3,950,750.305   729,669.362   MT  1.00025005   +1 28 49.8
 FS1360
 FS1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1360!SPC AZ W     -   0.99988465  x   0.99998457  =   0.99986922
 FS1360!UTM  11      -   0.99988465  x   1.00025005  =   1.00013467
 FS1360
 FS1360|---------------------------------------------------------------------|
 FS1360| PID    Reference Object                     Distance      Geod. Az  |
 FS1360|                                                           dddmmss.s |
 FS1360| CS4817 POWER RM 1                           12.152 METERS 14912     |
 FS1360| CS4818 POWER RM 2                           10.708 METERS 33043     |
 FS1360| FS1351 CURVE                               APPROX. 1.8 KM 3370730.6 |
 FS1360|---------------------------------------------------------------------|
 FS1360
 FS1360                          SUPERSEDED SURVEY CONTROL
 FS1360
 FS1360  NAD 83(1986)-  35 40 26.13325(N)    114 27 44.65213(W) AD(       ) 2
 FS1360  NGVD 29 (11/23/90)  762.7    (m)         2502.     (f) VERT ANG    3  
 FS1360
 FS1360.Superseded values are not recommended for survey control.
 FS1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1360.See file dsdata.txt to determine how the superseded data were derived.
 FS1360
 FS1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2966950750(NAD 83)
 FS1360_MARKER: DS = TRIANGULATION STATION DISK
 FS1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1360+STABILITY: SURFACE MOTION
 FS1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1360+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS1360
 FS1360  HISTORY     - Date     Condition        Report By
 FS1360  HISTORY     - 1981     MONUMENTED       AZDT
 FS1360  HISTORY     - 20050717 GOOD             USPSQD
 FS1360
 FS1360                          STATION DESCRIPTION
 FS1360
 FS1360'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1360'THE STATION IS LOCATED 28 MILES SOUTHEAST OF HOOVER DAM, 12 MILES
 FS1360'NORTHWEST OF DOLAN SPRINGS AND ALONG US HIGHWAY 93.
 FS1360'
 FS1360'THE STATION MARK IS AN ADOT DISK STAMPED---POWER 1981.  IT IS SET IN
 FS1360'TOP OF A 13 INCH CONCRET MONUMENT.  IT IS 97 FEET SOUTHWEST OF THE
 FS1360'CENTER LINE OF THE HIGHWAY AND 3 FEET EAST OF THE WITNESS POST.
 FS1360'
 FS1360'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---POWER RM 1 1981.  IT IS SET
 FS1360'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF THE
 FS1360'CENTERLINE OF THE HIGHWAY.
 FS1360'
 FS1360'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---POWER RM 2 1981.  IT IS SET
 FS1360'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 97 FEET SOUTHWEST OF THE
 FS1360'CENTERLINE OF THE HIGHWAY.
 FS1360'
 FS1360'TO REACH THE STATION FROM POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1 MILE
 FS1360'ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL WEST
 FS1360'2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS1360'NORTH ALONG US 93 FOR 29.3 MILES TO THE ROAD RIGHT LEADING NORTH TO
 FS1360'DOLAN SPRINGS AND MEADVIEW, CONTINUE NORTH ALONG US 93 FOR 5.9 MILES
 FS1360'TO THE BRIDGE OVER DETRITAL WASH, CONTINUE NORTH FOR 5.2 MILES TO A
 FS1360'HIGHLINE CROSSING. CONTINUE NORTH ALONG US 93 FOR 0.3 MILE TO THE
 FS1360'STATION ON THE LEFT.
 FS1360
 FS1360                          STATION RECOVERY (2005)
 FS1360
 FS1360'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS1360'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1249 ***********************************************************************
 CY1249  DESIGNATION -  POWER
 CY1249  PID         -  CY1249
 CY1249  STATE/COUNTY-  AZ/COCHISE
 CY1249  USGS QUAD   -  COCHISE (1985)
 CY1249
 CY1249                         *CURRENT SURVEY CONTROL
 CY1249  ___________________________________________________________________
 CY1249* NAD 83(1992)-  32 03 53.93492(N)    109 53 37.25972(W)     ADJUSTED  
 CY1249* NAVD 88     -      1277.3    (meters)    4191.     (feet)  VERTCON   
 CY1249  ___________________________________________________________________
 CY1249  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CY1249  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CY1249  HORZ ORDER  -  SECOND
 CY1249
 CY1249.The horizontal coordinates were established by classical geodetic methods
 CY1249.and adjusted by the National Geodetic Survey in August 1993.
 CY1249
 CY1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1249
 CY1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1249
 CY1249.The geoid height was determined by GEOID03.
 CY1249
 CY1249;                    North         East     Units Scale Factor Converg.
 CY1249;SPC AZ E     -   118,104.574   239,134.316   MT  0.99990819   +0 08 41.7
 CY1249;SPC AZ E     -   387,482.20    784,561.40   iFT  0.99990819   +0 08 41.7
 CY1249;UTM  12      - 3,548,173.750   604,426.616   MT  0.99973448   +0 35 14.6
 CY1249
 CY1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1249!SPC AZ E     -   0.99980375  x   0.99990819  =   0.99971196
 CY1249!UTM  12      -   0.99980375  x   0.99973448  =   0.99953828
 CY1249
 CY1249|---------------------------------------------------------------------|
 CY1249| PID    Reference Object                     Distance      Geod. Az  |
 CY1249|                                                           dddmmss.s |
 CY1249| CS5442 POWER RM 1                            6.082 METERS 19114     |
 CY1249| CS5443 POWER RM 2                            5.271 METERS 29727     |
 CY1249|---------------------------------------------------------------------|
 CY1249
 CY1249                          SUPERSEDED SURVEY CONTROL
 CY1249
 CY1249  NAD 83(1986)-  32 03 53.92733(N)    109 53 37.25675(W) AD(       ) 2
 CY1249  NGVD 29 (03/13/91) 1276.6    (m)         4188.     (f) VERT ANG    3  
 CY1249
 CY1249.Superseded values are not recommended for survey control.
 CY1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1249.See file dsdata.txt to determine how the superseded data were derived.
 CY1249
 CY1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0442748174(NAD 83)
 CY1249_MARKER: DS = TRIANGULATION STATION DISK
 CY1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1249+STABILITY: SURFACE MOTION
 CY1249
 CY1249  HISTORY     - Date     Condition        Report By
 CY1249  HISTORY     - 1982     MONUMENTED       AZDT
 CY1249
 CY1249                          STATION DESCRIPTION
 CY1249
 CY1249'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY1249'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF WILLCOX, ARIZONA,
 CY1249'BESIDE U.S. HWY 666.
 CY1249'
 CY1249'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AT U.S. I-10 AND
 CY1249'U.S. HWY 666 WHICH IS 8.5 MILES SOUTHWEST OF WILLCOX, ARIZONA.  TRAVEL
 CY1249'SOUTHEAST ON U.S. 666, 8.9 MILES TO THE STATION ON THE RIGHT.
 CY1249'
 CY1249'THE STATION MARKS ARE STANDARD ALUMINUM DISKS STAMPED---POWER 1982---.
 CY1249'THE SURFACE MARK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 CY1249'SET LEVEL WITH THE GROUND.  THE STATION MARK IS 36.8 FEET WEST OF THE
 CY1249'CENTER LINE OF HWY 666 AND 22.6 FEET EAST OF THE RIGHT-OF-WAY FENCE AN
 CY1249'40.0 FEET SOUTH OF A LARGE TREE AND 4 FEET WEST OF WITNESS POST AND
 CY1249'SIGN.  THE UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF CONCRETE 32
 CY1249'INCHES BELOW THE SURFACE MARK.
 CY1249'
 CY1249'REFERENCE MARK 1 IS A STANDARD ALUMINUM DISK STAMPED---POWER RM 1---
 CY1249'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 CY1249'
 CY1249'REFERENCE MARK 2 IS A STANDARD ALUMINUM DISK STAMPED---POWER RM 2---
 CY1249'EPOXIED ON A CATTLE GUARD HEADWALL.
 CY1249'
 CY1249'NO AZIMUTH WAS SET FOR THIS STATION.  USE USGS BM-4179 OR USGS TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1021 ***********************************************************************
 ET1021  DESIGNATION -  POWER 2
 ET1021  PID         -  ET1021
 ET1021  STATE/COUNTY-  AZ/MOHAVE
 ET1021  USGS QUAD   -  KAISER SPRING (1980)
 ET1021
 ET1021                         *CURRENT SURVEY CONTROL
 ET1021  ___________________________________________________________________
 ET1021* NAD 83(1992)-  34 36 24.52438(N)    113 29 12.70891(W)     ADJUSTED  
 ET1021* NAVD 88     -       895.6    (meters)    2938.     (feet)  VERTCON   
 ET1021  ___________________________________________________________________
 ET1021  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 ET1021  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 ET1021  HORZ ORDER  -  SECOND
 ET1021
 ET1021.The horizontal coordinates were established by classical geodetic methods
 ET1021.and adjusted by the National Geodetic Survey in August 1993.
 ET1021
 ET1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1021
 ET1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1021
 ET1021.The geoid height was determined by GEOID03.
 ET1021
 ET1021;                    North         East     Units Scale Factor Converg.
 ET1021;SPC AZ W     -   400,004.333   237,494.001   MT  0.99994051   +0 08 58.0
 ET1021;SPC AZ W     - 1,312,350.17    779,179.79   iFT  0.99994051   +0 08 58.0
 ET1021;UTM  12      - 3,832,253.158   271,963.810   MT  1.00024099   -1 24 46.8
 ET1021
 ET1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1021!SPC AZ W     -   0.99986400  x   0.99994051  =   0.99980451
 ET1021!UTM  12      -   0.99986400  x   1.00024099  =   1.00010495
 ET1021
 ET1021|---------------------------------------------------------------------|
 ET1021| PID    Reference Object                     Distance      Geod. Az  |
 ET1021|                                                           dddmmss.s |
 ET1021| CH3978 POWER 2 RM 3                          5.958 METERS 08913     |
 ET1021| ET0621 POWER                               218.272 METERS 24804     |
 ET1021| ET1022 POWER 2 RM 5                        APPROX. 0.9 KM 2573513.5 |
 ET1021| CH3979 POWER 2 RM 4                          6.258 METERS 28246     |
 ET1021|---------------------------------------------------------------------|
 ET1021
 ET1021                          SUPERSEDED SURVEY CONTROL
 ET1021
 ET1021  NAD 83(1986)-  34 36 24.52391(N)    113 29 12.71628(W) AD(       ) 2
 ET1021  NAD 27      -  34 36 24.46563(N)    113 29 09.97118(W) AD(       ) 2
 ET1021  NGVD 29 (07/19/86)  894.9    (m)         2936.     (f) VERT ANG    3  
 ET1021
 ET1021.Superseded values are not recommended for survey control.
 ET1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1021.See file dsdata.txt to determine how the superseded data were derived.
 ET1021
 ET1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7196432253(NAD 83)
 ET1021_MARKER: DS = TRIANGULATION STATION DISK
 ET1021_SETTING: 66 = SET IN ROCK OUTCROP
 ET1021
 ET1021  HISTORY     - Date     Condition        Report By
 ET1021  HISTORY     - 1976     MONUMENTED       NGS
 ET1021  HISTORY     - 1980     GOOD             AZDT
 ET1021  HISTORY     - 20061006 GOOD             GEOCAC
 ET1021
 ET1021                          STATION DESCRIPTION
 ET1021
 ET1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CN)
 ET1021'THE STATION IS ON TOP OF A LONG HIGH RIDGE ALONG THE ROAD LEADING
 ET1021'FROM WIKIEUP TO HILLSIDE.  IT IS 10 MILES AIRLINE, SOUTHEAST
 ET1021'OF WIKIEUP, 10 MILES NORTHEAST OF SIGNAL, AT A POINT WHERE THE
 ET1021'POWER LINE ROAD LEAVES THE MAIN ROAD AND CROSSES A PROMINENT HIGH
 ET1021'POINT ABOUT 100 YARDS FROM THE MAIN ROAD.
 ET1021'
 ET1021'THE STATION MARK IS A STANDARD DISK STAMPED, POWER 2 1976 AND IS SET
 ET1021'IN A DRILL HOLE IN A 1 X 2 FOOT OUTCROP WHICH PROJECTS 4 INCHES,
 ET1021'31 FEET NORTHEAST OF THE NORTHERN MOST POWER POLE ON THE RIDGE
 ET1021'TOP, ALONG THE NORTH SIDE OF THE POWER LINE TRACK ROAD.
 ET1021'
 ET1021'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, POWER 2 NO 3 1976.
 ET1021'IT IS SET IN A DRILL HOLE IN A 1-1/2 X 2 FOOT ROCK WHICH PROJECTS
 ET1021'ABOUT 4 INCHES.  IT IS 48 FEET NORTHEAST OF THE NORTHERN MOST
 ET1021'POWER POLE AND IN THE CENTER OF THE TRACK ROAD.
 ET1021'
 ET1021'REFERENCE MARK 4 IS A STANDARD DISK STAMPED POWER 2 NO 4
 ET1021'1976 AND IS SET IN A DRILL HOLE IN A 1 X 1-1/2 FOOT OUTCROP
 ET1021'WHICH PROJECTS ABOUT 2 INCHES.  IT IS 23 FEET NORTH OF THE NORTHERN
 ET1021'MOST POWER POLE AND 12 FEET NORTH OF THE TRACK ROAD.
 ET1021'
 ET1021'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POWER 2 NO 5 1976
 ET1021'AND IS SET IN A DRILL HOLE IN AN OUTCROP WHICH IS 8 FEET LOWER
 ET1021'THAN THE PIPELINE, 100 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 ET1021'PIPE LINE AND ALONG THE SOUTHEAST EDGE OF A FIRE BREAK ROAD.
 ET1021'
 ET1021'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP GO SOUTH ON
 ET1021'U.S. HWY. 93 FOR 7.9 MILES TO A SIDE ROAD, LEFT AT MILE POST 132.
 ET1021'TURN LEFT PASSING OVER A CATTLE GUARD AND GO EASTERLY FOR 0.4
 ET1021'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR
 ET1021'2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD
 ET1021'FOR 0.5 MILE TO A POWER LINE TRACK ROAD ON THE LEFT WHICH IS
 ET1021'JUST PAST A SADDLE.  TURN LEFT ABOUT 75 YARDS TO TOP OF RIDGE
 ET1021'AND STATION BY POWER LINE.
 ET1021'
 ET1021'NEAREST TOWN--WIKIEUP.
 ET1021'
 ET1021'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 ET1021
 ET1021                          STATION RECOVERY (1980)
 ET1021
 ET1021'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1021'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 ET1021'RECOVERED AS DESCRIBED IN 1976 DESCRIPTION.  THE AZIMUTH MARK WAS NOT
 ET1021'CUT IN AT THIS TIME AND STATION SIGN SHOULD BE USED FOR THIS PURPOSE.
 ET1021'
 ET1021'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SOUTH ON
 ET1021'US 93 FOR 7.9 MILES TO MILE POST 131.9 AND A GRADED CROSS ROAD, THE
 ET1021'ONE ON THE RIGHT LEADING TO SIGNAL.  TURN LEFT ON GRADED ROAD WHICH
 ET1021'LEADS UP A STEEP RIDGE ALONG POWER LINES AND A PIPELINE FOR 2.3 MILES
 ET1021'TO POWERLINE CROSSING, CONTINUE AHEAD FOR ABOUT 0.15 MILE TO A HIGH
 ET1021'POINT ON THE LEFT AND THE STATION ON HIGHEST PART.
 ET1021
 ET1021                          STATION RECOVERY (2006)
 ET1021
 ET1021'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET1021'RECOVERED STATION MARK AND REFERENCE MARK 4 IN GOOD CONDITION AS
 ET1021'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION   THE GRADED
 ET1021'ROAD OFF US 93 IS CALLED BURRO CREEK CROSSING, THE STATION IS 32 FEET
 ET1021'NORTHEAST OF A POWER POLE THAT IS BETWEEN TWO CUT DOWN POLES, AND IS 5
 ET1021'FEET SOUTHEAST OF A WITNESS POST.
 ET1021' 
 ET1021'ON THE STATION MARK DISC THE FIRST THREE DIGITS OF THE YEAR (197) HAVE
 ET1021'BEEN SCRAPED OFF AND THE RIGHT SIDE OF THE MARK HAVE ALSO BEEN SCRAPED
 ET1021'AND DAMAGED. REFERENCE MARK 3 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1022 ***********************************************************************
 ET1022  DESIGNATION -  POWER 2 RM 5
 ET1022  PID         -  ET1022
 ET1022  STATE/COUNTY-  AZ/MOHAVE
 ET1022  USGS QUAD   -  KAISER SPRING (1980)
 ET1022
 ET1022                         *CURRENT SURVEY CONTROL
 ET1022  ___________________________________________________________________
 ET1022* NAD 83(1992)-  34 36 18.38064(N)    113 29 46.46071(W)     NO CHECK  
 ET1022* NAVD 88     -       853.7    (meters)    2801.     (feet)  VERTCON   
 ET1022  ___________________________________________________________________
 ET1022  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 ET1022  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 ET1022  HORZ ORDER  -  THIRD
 ET1022
 ET1022.The horizontal coordinates were established by classical geodetic methods
 ET1022.and adjusted by the National Geodetic Survey in August 1993.
 ET1022.No horizontal observational check was made to the station.
 ET1022
 ET1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1022
 ET1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1022
 ET1022.The geoid height was determined by GEOID03.
 ET1022
 ET1022;                    North         East     Units Scale Factor Converg.
 ET1022;SPC AZ W     -   399,812.824   236,634.585   MT  0.99994001   +0 08 38.8
 ET1022;SPC AZ W     - 1,311,721.86    776,360.19   iFT  0.99994001   +0 08 38.8
 ET1022;UTM  12      - 3,832,085.102   271,099.230   MT  1.00024586   -1 25 05.8
 ET1022
 ET1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1022!SPC AZ W     -   0.99987058  x   0.99994001  =   0.99981060
 ET1022!UTM  12      -   0.99987058  x   1.00024586  =   1.00011641
 ET1022
 ET1022:                Primary Azimuth Mark                     Grid Az
 ET1022:SPC AZ W     -  POWER 2                                  077 26 15.6
 ET1022:UTM  12      -  POWER 2                                  079 00 00.2
 ET1022
 ET1022|---------------------------------------------------------------------|
 ET1022| PID    Reference Object                     Distance      Geod. Az  |
 ET1022|                                                           dddmmss.s |
 ET1022| ET1021 POWER 2                             APPROX. 0.9 KM 0773454.4 |
 ET1022|---------------------------------------------------------------------|
 ET1022
 ET1022                          SUPERSEDED SURVEY CONTROL
 ET1022
 ET1022  NAD 83(1986)-  34 36 18.38015(N)    113 29 46.46816(W) AD(       ) 3
 ET1022  NAD 27      -  34 36 18.32203(N)    113 29 43.72216(W) AD(       ) 3
 ET1022  NGVD 29 (07/19/86)  853.0    (m)         2799.     (f) VERT ANG    3  
 ET1022
 ET1022.Superseded values are not recommended for survey control.
 ET1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1022.See file dsdata.txt to determine how the superseded data were derived.
 ET1022
 ET1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7109932085(NAD 83)
 ET1022_MARKER: DZ = AZIMUTH MARK DISK
 ET1022_SETTING: 66 = SET IN ROCK OUTCROP
 ET1022
 ET1022  HISTORY     - Date     Condition        Report By
 ET1022  HISTORY     - 1976     MONUMENTED       NGS
 ET1022  HISTORY     - 1980     GOOD             AZDT
 ET1022  HISTORY     - 20061006 GOOD             GEOCAC
 ET1022
 ET1022                          STATION DESCRIPTION
 ET1022
 ET1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CN)
 ET1022'THE STATION MARK IS A STANDARD DISK STAMPED POWER 2 NO 5 1976
 ET1022'AND IS SET IN A DRILL HOLE IN AN OUTCROP WHICH IS 8 FEET LOWER
 ET1022'THAN THE PIPELINE, 100 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 ET1022'PIPE LINE AND ALONG THE SOUTHEAST EDGE OF A FIRE BREAK ROAD.
 ET1022'
 ET1022'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP GO SOUTH ON
 ET1022'U.S. HWY. 93 FOR 7.9 MILES TO A SIDE ROAD, LEFT AT MILE POST 132.
 ET1022'TURN LEFT PASSING OVER A CATTLE GUARD AND GO EASTERLY FOR 0.4
 ET1022'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR
 ET1022'2.0 MILES TO THE STATION MARK ON THE RIGHT.
 ET1022
 ET1022                          STATION RECOVERY (1980)
 ET1022
 ET1022'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1022'RECOVERED AS DESCRIBED.
 ET1022
 ET1022                          STATION RECOVERY (2006)
 ET1022
 ET1022'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET1022'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 ET1022'UPDATE TO THE DESCRIPTION   THE SIDE ROAD OFF U.S. HWY. 93 IS CALLED
 ET1022'BURRO CREEK CROSSING, AND THE DISC IS LOCATED CLOSER TO THE CENTER OF
 ET1022'THE FIRE BREAK ROAD. NOTE THAT THE DISC IS AN AZIMUTH MARK AND IS
 ET1022'STAMPED POWER 2   1975 (THERE IS NO RM5 INSCRIPTION).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0624 ***********************************************************************
 ET0624  DESIGNATION -  POWER AZ MK
 ET0624  PID         -  ET0624
 ET0624  STATE/COUNTY-  AZ/MOHAVE
 ET0624  USGS QUAD   -  KAISER SPRING (1980)
 ET0624
 ET0624                         *CURRENT SURVEY CONTROL
 ET0624  ___________________________________________________________________
 ET0624* NAD 83(1986)-  34 36 19.     (N)    113 29 46.     (W)     SCALED    
 ET0624* NAVD 88     -       858.377  (meters)    2816.19   (feet)  POSTED    
 ET0624  ___________________________________________________________________
 ET0624  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 ET0624  DYNAMIC HT  -         857.350 (meters)    2812.82  (feet)  COMP
 ET0624  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 ET0624
 ET0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0624
 ET0624.The horizontal coordinates were scaled from a topographic map and have
 ET0624.an estimated accuracy of +/- 6 seconds.
 ET0624
 ET0624.The orthometric height was determined by differential leveling
 ET0624.and adjusted in November 2005.
 ET0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0624.rate of 0.0 thru 1.0 mm/km.
 ET0624
 ET0624.The geoid height was determined by GEOID03.
 ET0624
 ET0624.The dynamic height is computed by dividing the NAVD 88
 ET0624.geopotential number by the normal gravity value computed on the
 ET0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0624.degrees latitude (g = 980.6199 gals.).
 ET0624
 ET0624.The modeled gravity was interpolated from observed gravity values.
 ET0624
 ET0624;                    North         East    Units  Estimated Accuracy
 ET0624;SPC AZ W     -   399,830.      236,650.      MT  (+/- 180 meters Scaled)
 ET0624
 ET0624                          SUPERSEDED SURVEY CONTROL
 ET0624
 ET0624  NGVD 29 (??/??/92)  857.653  (m)         2813.82   (f) ADJ UNCH    1 2
 ET0624
 ET0624.Superseded values are not recommended for survey control.
 ET0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0624.See file dsdata.txt to determine how the superseded data were derived.
 ET0624
 ET0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD711321(NAD 83)
 ET0624_MARKER: DZ = AZIMUTH MARK DISK
 ET0624_SETTING: 80 = SET IN A BOULDER
 ET0624_SP_SET: SMALL BOULDER
 ET0624_STAMPING: POWER 1948
 ET0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0624+STABILITY: SURFACE MOTION
 ET0624
 ET0624  HISTORY     - Date     Condition        Report By
 ET0624  HISTORY     - 1948     MONUMENTED       CGS
 ET0624  HISTORY     - 1950     GOOD             NGS
 ET0624
 ET0624                          STATION DESCRIPTION
 ET0624
 ET0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0624'11.9 MI S FROM WIKIEUP.
 ET0624'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0624'WIKIEUP, THENCE 4.4 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, THENCE
 ET0624'0.1 MILE WEST ALONG A POWER LINE MAINTENANCE ROAD, 0.4 MILE SOUTHWEST
 ET0624'OF TRIANGULATION STATION POWER, ON TOP OF A RIDGE, AT THE T JUNCTION
 ET0624'OF A SPUR OF THE MAINTENANCE ROAD LEADING SOUTH, IN THE TOP OF A SMALL
 ET0624'BOULDER, ABOUT 60 YARDS SOUTH OF THE CENTER LINE OF THE COUNTY ROAD,
 ET0624'16 FEET WEST OF THE CENTER LINE OF THE SOUTH FORK OF THE MAINTENANCE
 ET0624'ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE WEST FORK OF THE
 ET0624'MAINTENANCE ROAD, AND ABOUT LEVEL WITH THE WEST FORK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2100 ***********************************************************************
 DV2100  DESIGNATION -  POWER PLANT W OF PHOENIX CHIM
 DV2100  PID         -  DV2100
 DV2100  STATE/COUNTY-  AZ/MARICOPA
 DV2100  USGS QUAD   -  FOWLER (1982)
 DV2100
 DV2100                         *CURRENT SURVEY CONTROL
 DV2100  ___________________________________________________________________
 DV2100* NAD 83(1992)-  33 26 35.72000(N)    112 09 18.05554(W)     ADJUSTED  
 DV2100* NAVD 88     -              **(meters)            **(feet)            
 DV2100  ___________________________________________________________________
 DV2100  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 DV2100  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DV2100  HORZ ORDER  -  THIRD
 DV2100
 DV2100.The horizontal coordinates were established by classical geodetic methods
 DV2100.and adjusted by the National Geodetic Survey in August 1993.
 DV2100
 DV2100
 DV2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2100
 DV2100.The geoid height was determined by GEOID03.
 DV2100
 DV2100;                    North         East     Units Scale Factor Converg.
 DV2100;SPC AZ C     -   270,932.797   191,199.778   MT  0.99990605   -0 07 52.9
 DV2100;SPC AZ C     -   888,887.13    627,295.86   iFT  0.99990605   -0 07 52.9
 DV2100;UTM  12      - 3,701,024.451   392,643.136   MT  0.99974209   -0 38 11.8
 DV2100
 DV2100                          SUPERSEDED SURVEY CONTROL
 DV2100
 DV2100  NAD 83(1986)-  33 26 35.71409(N)    112 09 18.06145(W) AD(       ) 4
 DV2100  NAD 27      -  33 26 35.55900(N)    112 09 15.51800(W) AD(       ) 3
 DV2100
 DV2100.Superseded values are not recommended for survey control.
 DV2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2100.See file dsdata.txt to determine how the superseded data were derived.
 DV2100
 DV2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9264301024(NAD 83)
 DV2100_MARKER: 85 = CHIMNEY
 DV2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2100+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DV2100
 DV2100  HISTORY     - Date     Condition        Report By
 DV2100  HISTORY     - 1934     FIRST OBSERVED   CGS
 DV2100  HISTORY     - 1941     GOOD             CGS
 DV2100  HISTORY     - 1947     GOOD             CGS
 DV2100  HISTORY     - 1953     GOOD             CGS
 DV2100  HISTORY     - 1960     GOOD             AMS
 DV2100  HISTORY     - 20060918 GOOD             GEOCAC
 DV2100
 DV2100                          STATION DESCRIPTION
 DV2100
 DV2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 DV2100'THIS INTERSECTION POSITION IS TALL WHITE CONCRETE STACK AT POWER
 DV2100'PLANT OF CENTRAL ARIZONA LIGHT AND POWER COMPANY, SITUATED ABOUT
 DV2100'4.5 MILES WEST OF BUSINESS SECTION OF PHOENIX.  PLANT MAY BE
 DV2100'REACHED BY SEVERAL HIGHWAYS.  CHIMNEY IS CONSPICUOUS LANDMARK AND
 DV2100'IS ABOUT 100 FEET NORTH OF ELEVATED STEEL TANK.
 DV2100'
 DV2100'GOOD POINT, EXCELLENT CONDITION IN SUMMER OF 1941.
 DV2100'
 DV2100'NOT DESCRIBED IN SPL PUB.
 DV2100
 DV2100                          STATION RECOVERY (1947)
 DV2100
 DV2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2100'ABOUT 4 MILES WEST OF PHOENIX, ON THE 16TH LATERAL ROAD, 0.5
 DV2100'MILE SOUTH OF WEST VAN BUREN STREET, 50 FEET WEST OF POWER
 DV2100'PLANT, A METAL STACK ABOUT 150 FEET HIGH AND PAINTED WHITE.
 DV2100'CENTER OF TOP OF STACK WAS POINT OBSERVED ON.
 DV2100
 DV2100                          STATION RECOVERY (1953)
 DV2100
 DV2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DV2100'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 DV2100'ADEQUATE.
 DV2100
 DV2100                          STATION RECOVERY (1960)
 DV2100
 DV2100'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DV2100'STATION WAS FOUND IN GOOD CONDITION.  AT THIS TIME THE CHIMNEY
 DV2100'IS PAINTED A GREEN COLOR.
 DV2100
 DV2100                          STATION RECOVERY (2006)
 DV2100
 DV2100'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0623 ***********************************************************************
 ET0623  DESIGNATION -  POWER RM 1
 ET0623  PID         -  ET0623
 ET0623  STATE/COUNTY-  AZ/MOHAVE
 ET0623  USGS QUAD   -  KAISER SPRING (1980)
 ET0623
 ET0623                         *CURRENT SURVEY CONTROL
 ET0623  ___________________________________________________________________
 ET0623* NAD 83(1986)-  34 36 21.     (N)    113 29 20.     (W)     SCALED    
 ET0623* NAVD 88     -       888.233  (meters)    2914.14   (feet)  POSTED    
 ET0623  ___________________________________________________________________
 ET0623  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ET0623  DYNAMIC HT  -         887.160 (meters)    2910.62  (feet)  COMP
 ET0623  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 ET0623
 ET0623  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0623
 ET0623.The horizontal coordinates were scaled from a topographic map and have
 ET0623.an estimated accuracy of +/- 6 seconds.
 ET0623
 ET0623.The orthometric height was determined by differential leveling
 ET0623.and adjusted in November 2005.
 ET0623
 ET0623.The geoid height was determined by GEOID03.
 ET0623
 ET0623.The dynamic height is computed by dividing the NAVD 88
 ET0623.geopotential number by the normal gravity value computed on the
 ET0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0623.degrees latitude (g = 980.6199 gals.).
 ET0623
 ET0623.The modeled gravity was interpolated from observed gravity values.
 ET0623
 ET0623;                    North         East    Units  Estimated Accuracy
 ET0623;SPC AZ W     -   399,900.      237,310.      MT  (+/- 180 meters Scaled)
 ET0623
 ET0623                          SUPERSEDED SURVEY CONTROL
 ET0623
 ET0623  NGVD 29 (??/??/92)  887.499  (m)         2911.74   (f) ADJ UNCH    1 2
 ET0623
 ET0623.Superseded values are not recommended for survey control.
 ET0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0623.See file dsdata.txt to determine how the superseded data were derived.
 ET0623
 ET0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD717321(NAD 83)
 ET0623_MARKER: DR = REFERENCE MARK DISK
 ET0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0623_STAMPING: POWER NO 1 1948
 ET0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0623+STABILITY: SURFACE MOTION
 ET0623
 ET0623  HISTORY     - Date     Condition        Report By
 ET0623  HISTORY     - 1948     MONUMENTED       CGS
 ET0623  HISTORY     - 1950     GOOD             NGS
 ET0623  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 ET0623
 ET0623                          STATION DESCRIPTION
 ET0623
 ET0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0623'12.1 MI S FROM WIKIEUP.
 ET0623'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0623'WIKIEUP, THENCE 4.7 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT A
 ET0623'POINT WHERE THE PARKER-BAGDAD POWER LINE CROSSES THE ROAD, ON THE TOP
 ET0623'OF A RIDGE, 98 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56 1/2 FEET
 ET0623'EAST OF THE NORTHWEST ONE OF TWIN POWER LINE POLES, 22.4 FEET WEST OF
 ET0623'TRIANGULATION STATION POWER, ABOUT 24 FEET HIGHER THAN THE ROAD, AND
 ET0623'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0623
 ET0623                          STATION RECOVERY (2006)
 ET0623
 ET0623'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET0623'THE MARK WAS NOT FOUND. THE AREA APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0622 ***********************************************************************
 ET0622  DESIGNATION -  POWER RM 2
 ET0622  PID         -  ET0622
 ET0622  STATE/COUNTY-  AZ/MOHAVE
 ET0622  USGS QUAD   -  KAISER SPRING (1980)
 ET0622
 ET0622                         *CURRENT SURVEY CONTROL
 ET0622  ___________________________________________________________________
 ET0622* NAD 83(1986)-  34 36 21.     (N)    113 29 20.     (W)     SCALED    
 ET0622* NAVD 88     -       888.375  (meters)    2914.61   (feet)  POSTED    
 ET0622  ___________________________________________________________________
 ET0622  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ET0622  DYNAMIC HT  -         887.300 (meters)    2911.08  (feet)  COMP
 ET0622  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 ET0622
 ET0622  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0622
 ET0622.The horizontal coordinates were scaled from a topographic map and have
 ET0622.an estimated accuracy of +/- 6 seconds.
 ET0622
 ET0622.The orthometric height was determined by differential leveling
 ET0622.and adjusted in November 2005.
 ET0622.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0622.rate of 3.1 thru 4.0 mm/km.
 ET0622
 ET0622.The geoid height was determined by GEOID03.
 ET0622
 ET0622.The dynamic height is computed by dividing the NAVD 88
 ET0622.geopotential number by the normal gravity value computed on the
 ET0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0622.degrees latitude (g = 980.6199 gals.).
 ET0622
 ET0622.The modeled gravity was interpolated from observed gravity values.
 ET0622
 ET0622;                    North         East    Units  Estimated Accuracy
 ET0622;SPC AZ W     -   399,900.      237,310.      MT  (+/- 180 meters Scaled)
 ET0622
 ET0622                          SUPERSEDED SURVEY CONTROL
 ET0622
 ET0622  NGVD 29 (??/??/92)  887.641  (m)         2912.20   (f) ADJ UNCH    1 2
 ET0622
 ET0622.Superseded values are not recommended for survey control.
 ET0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0622.See file dsdata.txt to determine how the superseded data were derived.
 ET0622
 ET0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD717321(NAD 83)
 ET0622_MARKER: DR = REFERENCE MARK DISK
 ET0622_SETTING: 80 = SET IN A BOULDER
 ET0622_SP_SET: BOULDER
 ET0622_STAMPING: POWER NO 2 1948
 ET0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0622+STABILITY: SURFACE MOTION
 ET0622
 ET0622  HISTORY     - Date     Condition        Report By
 ET0622  HISTORY     - 1948     MONUMENTED       CGS
 ET0622  HISTORY     - 1950     GOOD             NGS
 ET0622  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 ET0622
 ET0622                          STATION DESCRIPTION
 ET0622
 ET0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0622'12.1 MI S FROM WIKIEUP.
 ET0622'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0622'WIKIEUP, THENCE 4.7 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT A
 ET0622'POINT WHERE THE PARKER-BAGDAD POWER LINE CROSSES THE ROAD, ON THE TOP
 ET0622'OF A RIDGE, IN THE TOP OF A SMALL BOULDER, 87 FEET NORTHEAST OF THE
 ET0622'NORTH ONE OF TWIN POWER LINE POLES, 61 FEET SOUTH OF THE CENTER LINE
 ET0622'OF THE ROAD, 32.9 FEET NORTH OF POWER TRIANGULATION STATION, 12 1/2
 ET0622'FEET EAST OF A 4-INCH PALO VERDE TREE, AND ABOUT 24 FEET HIGHER THAN
 ET0622'THE ROAD.
 ET0622
 ET0622                          STATION RECOVERY (2006)
 ET0622
 ET0622'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET0622'THE MARK WAS NOT FOUND. THE AREA APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0933 ***********************************************************************
 ES0933  DESIGNATION -  POWERS
 ES0933  PID         -  ES0933
 ES0933  STATE/COUNTY-  AZ/GILA
 ES0933  USGS QUAD   -  DIAMOND POINT (1973)
 ES0933
 ES0933                         *CURRENT SURVEY CONTROL
 ES0933  ___________________________________________________________________
 ES0933* NAD 83(1992)-  34 16 53.45627(N)    111 09 37.56749(W)     ADJUSTED  
 ES0933* NAVD 88     -      1690.8    (meters)    5547.     (feet)  VERTCON   
 ES0933  ___________________________________________________________________
 ES0933  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 ES0933  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 ES0933  HORZ ORDER  -  SECOND
 ES0933
 ES0933.The horizontal coordinates were established by classical geodetic methods
 ES0933.and adjusted by the National Geodetic Survey in August 1993.
 ES0933
 ES0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0933
 ES0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0933
 ES0933.The geoid height was determined by GEOID03.
 ES0933
 ES0933;                    North         East     Units Scale Factor Converg.
 ES0933;SPC AZ E     -   364,324.798   121,862.318   MT  1.00000316   -0 33 35.2
 ES0933;SPC AZ E     - 1,195,291.33    399,810.75   iFT  1.00000316   -0 33 35.2
 ES0933;UTM  12      - 3,793,382.234   485,233.184   MT  0.99960269   -0 05 25.3
 ES0933
 ES0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0933!SPC AZ E     -   0.99973856  x   1.00000316  =   0.99974172
 ES0933!UTM  12      -   0.99973856  x   0.99960269  =   0.99934136
 ES0933
 ES0933|---------------------------------------------------------------------|
 ES0933| PID    Reference Object                     Distance      Geod. Az  |
 ES0933|                                                           dddmmss.s |
 ES0933| DZ1419 POWERS RM 1                           5.980 METERS 00912     |
 ES0933| DZ1420 POWERS RM 2                           7.108 METERS 19000     |
 ES0933| ES0852 DUMP                                APPROX. 7.8 KM 2551735.2 |
 ES0933|---------------------------------------------------------------------|
 ES0933
 ES0933                          SUPERSEDED SURVEY CONTROL
 ES0933
 ES0933  NAD 83(1986)-  34 16 53.45101(N)    111 09 37.57439(W) AD(       ) 2
 ES0933  NGVD 29 (08/03/87) 1690.0    (m)         5545.     (f) VERT ANG    3  
 ES0933
 ES0933.Superseded values are not recommended for survey control.
 ES0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0933.See file dsdata.txt to determine how the superseded data were derived.
 ES0933
 ES0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8523393382(NAD 83)
 ES0933_MARKER: DS = TRIANGULATION STATION DISK
 ES0933_SETTING: 66 = SET IN ROCK OUTCROP
 ES0933_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0933+STABILITY: POSITION/ELEVATION WELL
 ES0933
 ES0933  HISTORY     - Date     Condition        Report By
 ES0933  HISTORY     - 1984     MONUMENTED       AZDT
 ES0933
 ES0933                          STATION DESCRIPTION
 ES0933
 ES0933'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0933'THE STATION IS LOCATED 10-1/2 MILES NORTHEAST OF PAYSON AND 650 FEET
 ES0933'SOUTHWEST OF STATE ROUTE 260.  IT IS ON A PROMINENT KNOB WITH 2 HIGH
 ES0933'LINE TOWERS.
 ES0933'
 ES0933'THE STATION MARK IS AN AZDT DISK STAMPED---POWERS 1984---.  IT IS SET
 ES0933'IN A DRILL HOLE IN A BOULER ABOUT 200 FEET SOUTH OF THE POWER LINE AND
 ES0933'8 FEET NORTHEAST OF THE WITNESS POST.
 ES0933'
 ES0933'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---POWERS RM 1 1984---.  IT IS
 ES0933'SET IN A DRILL HOLE IN A BOULDER.
 ES0933'
 ES0933'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---POWERS RM 2 1984---.  IT IS
 ES0933'SET IN A DRILL HOLE IN A BOULDER.
 ES0933'
 ES0933'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0933'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN RIGHT AND TRAVEL
 ES0933'NORTH FOR 0.7 MILE TO STATE ROUTE 260.  TURN RIGHT AND TRAVEL EAST
 ES0933'ALONG SR 260 FOR 10.55 MILES TO MILE POST 262.45 AT THE TOP OF GRADE
 ES0933'AND THE SOUTH END OF A LARGE HIGHWAY CUT.  TURN RIGHT ON A TRACK ROAD
 ES0933'WHICH LEADS THROUGH A GATE, TRAVEL UPHILL FOR 0.2 MILE TO A FORK.
 ES0933'TAKE THE RIGHT FORK FOR 0.15 MILE TO HIGH LINE TOWERS AND END OF TRUCK
 ES0933'TRAVEL.  PACK SOUTH UP STEEP SLOPE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2142 ***********************************************************************
 DV2142  DESIGNATION -  POWERS BUTTE
 DV2142  PID         -  DV2142
 DV2142  STATE/COUNTY-  AZ/MARICOPA
 DV2142  USGS QUAD   -  HASSAYAMPA (1978)
 DV2142
 DV2142                         *CURRENT SURVEY CONTROL
 DV2142  ___________________________________________________________________
 DV2142* NAD 83(1992)-  33 18 24.54291(N)    112 44 05.73267(W)     ADJUSTED  
 DV2142* NAVD 88     -       395.0    (meters)    1296.     (feet)  VERTCON   
 DV2142  ___________________________________________________________________
 DV2142  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DV2142  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV2142  HORZ ORDER  -  FIRST
 DV2142
 DV2142.The horizontal coordinates were established by classical geodetic methods
 DV2142.and adjusted by the National Geodetic Survey in August 1993.
 DV2142
 DV2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2142
 DV2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2142
 DV2142.The geoid height was determined by GEOID03.
 DV2142
 DV2142;                    North         East     Units Scale Factor Converg.
 DV2142;SPC AZ C     -   256,075.190   137,163.410   MT  0.99997156   -0 26 57.6
 DV2142;SPC AZ C     -   840,141.70    450,011.19   iFT  0.99997156   -0 26 57.6
 DV2142;UTM  12      - 3,686,644.651   338,483.861   MT  0.99992164   -0 57 10.4
 DV2142
 DV2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2142!SPC AZ C     -   0.99994285  x   0.99997156  =   0.99991441
 DV2142!UTM  12      -   0.99994285  x   0.99992164  =   0.99986449
 DV2142
 DV2142|---------------------------------------------------------------------|
 DV2142| PID    Reference Object                     Distance      Geod. Az  |
 DV2142|                                                           dddmmss.s |
 DV2142| CH6134 POWERS BUTTE RM 1                     6.850 METERS 09030     |
 DV2142| CH6135 POWERS BUTTE RM 2                     7.230 METERS 19411     |
 DV2142| CH6133 POWERS BUTTE AZ MK                                 2015903.9 |
 DV2142| DV0783 Y 360                               APPROX. 3.8 KM 3551424.1 |
 DV2142|---------------------------------------------------------------------|
 DV2142
 DV2142                          SUPERSEDED SURVEY CONTROL
 DV2142
 DV2142  NAD 83(1986)-  33 18 24.53627(N)    112 44 05.73798(W) AD(       ) 1
 DV2142  NAD 27      -  33 18 24.38300(N)    112 44 03.12400(W) AD(       ) 1
 DV2142  NGVD 29 (12/08/88)  394.4    (m)         1294.     (f) VERT ANG    3  
 DV2142
 DV2142.Superseded values are not recommended for survey control.
 DV2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2142.See file dsdata.txt to determine how the superseded data were derived.
 DV2142
 DV2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3848486645(NAD 83)
 DV2142_MARKER: DS = TRIANGULATION STATION DISK
 DV2142_SETTING: 80 = SET IN A BOULDER
 DV2142_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2142
 DV2142  HISTORY     - Date     Condition        Report By
 DV2142  HISTORY     - 1934     MONUMENTED       CGS
 DV2142  HISTORY     - 1949     GOOD             USGS
 DV2142  HISTORY     - 1957     GOOD             USGS
 DV2142  HISTORY     - 1958     GOOD             USGS
 DV2142  HISTORY     - 1970     GOOD             NGS
 DV2142  HISTORY     - 1972     GOOD             AZHD
 DV2142  HISTORY     - 1974     GOOD             NGS
 DV2142  HISTORY     - 1979     GOOD             USE
 DV2142
 DV2142                          STATION DESCRIPTION
 DV2142
 DV2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2142'ABOUT 24 MILES NORTHEAST, AIR LINE, FROM GILA BEND, ON A
 DV2142'MALPAIS BUTTE, ABOUT 0.3 MILE SOUTH OF THE GILA RIVER, AND
 DV2142'ABOUT 0.5 MILE NORTH OF THE ROAD.  THE BUTTE STANDS OUT BY
 DV2142'ITSELF, AND HAS A LOW RIDGE RUNNING WEST FROM IT.  MARKED
 DV2142'BY A STANDARD BRONZE DISK.  REFERENCE
 DV2142'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DV2142'6.915 METERS (22.69 FEET) FROM STATION.
 DV2142'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV2142'DISK, IS 7.255 METERS (23.80 FEET) FROM STATION.
 DV2142'THE AZIMUTH MARK (REFERENCE MARK NO.
 DV2142'3), A STANDARD BRONZE DISK, IS ON THE ROAD ABOUT
 DV2142'2-1/4 MILES SOUTH FROM END OF TRUCK TRAVEL.
 DV2142
 DV2142                          STATION RECOVERY (1949)
 DV2142
 DV2142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV2142'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 DV2142'STATION MARK IS STAMPED---POWER BUTTE---NOT POWERS BUTTE.
 DV2142
 DV2142                          STATION RECOVERY (1957)
 DV2142
 DV2142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DV2142'RECOVERED AS DESCRIBED BY CGS.
 DV2142
 DV2142                          STATION RECOVERY (1958)
 DV2142
 DV2142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV2142'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 DV2142
 DV2142                          STATION RECOVERY (1970)
 DV2142
 DV2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV2142'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DV2142'AND FOUND IN GOOD CONDITION.  THE OLD AZIMUTH MARK WAS DESCRIBED
 DV2142'VERY BRIEFLY AND WAS NOT RECOVERED.  BM Y 360 WAS ESTABLISHED
 DV2142'AS AN AZIMUTH MARK AT THIS TIME.  A DIFFERENCE IN DISTANCE
 DV2142'AND DIRECTION WAS NOTED TO BOTH REFERENCE MARKS.
 DV2142'
 DV2142'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN PALO
 DV2142'VERDE GO WEST ALONG OLD U.S. 80 FOR 3.8 MILES TO A GRADED
 DV2142'ROAD LEFT.  (THE AZIMUTH MARK IS ON THE RIGHT ABOUT 100 FEET
 DV2142'WEST OF THIS INTERSECTION) TURN LEFT AND GO SOUTH FOR 1.65
 DV2142'MILES TO A CROSS ROAD.  TURN RIGHT AND GO WEST FOR 0.1 MILE
 DV2142'TO A GRADED ROAD LEFT.  TURN LEFT AND GO SOUTH PASSING POWERS
 DV2142'BUTTE FOR A TOTAL DISTANCE OF 1.05 MILES TO A FARM ROAD LEFT.
 DV2142'TURN LEFT WORK YOUR WAY EAST FOR ABOUT 1/2 MILE TO END OF
 DV2142'TRUCK TRAVEL.  PACK TO TOP OF BUTTE AND THE STATION.
 DV2142'
 DV2142'THE STATION MARK IS A STANDARD DISK STAMPED POWERS BUTTE
 DV2142'1934.  IT IS SET IN A DRILL HOLE IN A 1X2 FOOT BOULDER ON
 DV2142'HIGHEST PART OF BUTTE.
 DV2142'
 DV2142'REFERENCE MARK 1 IS A STANDARD DISK STAMPED POWERS BUTTE
 DV2142'NO 1 1934.  IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 DV2142'PROJECTS ABOUT 10 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE
 DV2142'STATION.
 DV2142'
 DV2142'REFERENCE MARK 2 IS A STANDARD DISK STAMPEDD POWERS BUTTE
 DV2142'NO 2 1934.  IT IS SET IN A DRILL HOLE IN THE TOP OF A LARGE
 DV2142'BOULDER WHICH IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 DV2142'
 DV2142'BM Y 360 1967 IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE
 DV2142'IN A 1-1/2 BY 2 FOOT BOULDER WHICH PROJECTS ABOUT 2-1/2 INCHES.
 DV2142'IT IS ABOUT 100 FEET WEST OF THE INTERSECTION OF A GRADED ROAD
 DV2142'LEADING SOUTH, 9 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE
 DV2142'LINE AND WITNESS SIGN.
 DV2142'
 DV2142'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2142'
 DV2142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 DV2142'SOUTHWEST OF PALO VERDE
 DV2142
 DV2142                          STATION RECOVERY (1972)
 DV2142
 DV2142'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2142'GENERAL LOCATION SOUTHWEST OF PALO VERDE
 DV2142'
 DV2142'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV2142'
 DV2142'STATION MARK IS STD. USC AND GS B.C.
 DV2142'
 DV2142'REFERENCE MARKS GOOD
 DV2142
 DV2142                          STATION RECOVERY (1974)
 DV2142
 DV2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 DV2142'THE STATION MARK, R.M. 1, R.M. 2, AND BM Y 360 (AZ MARK) WERE
 DV2142'RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 DV2142'REFERENCE MARKS AND BM Y 360 CHECK THE 1970 VALUES ABOUT 20
 DV2142'SECONDS AND THE DISTANCE TO R.M. 1 CHECKS 0.005 METERS AND
 DV2142'R.M. 2 CHECKS 0.000 METERS.
 DV2142'
 DV2142'TO REACH THE STATION FROM HASSAYAMPA, GO WEST ON OLD U.S.
 DV2142'HIGHWAY 80 FOR 1 MILE TO 319TH AVE.  TURN LEFT AND GO 1.75
 DV2142'MILES TO DIRT ROAD.  TURN LEFT ALONG WOODEN POLE POWER LINE
 DV2142'FOR 1 MILE AND TAKE DIRT ROAD LEFT AT FENCE LINE FOR 0.35 MILES
 DV2142'AND END OF TRUCK TRAVEL.  PACK TO TOP OF HILL AND STATION IS
 DV2142'ON EAST END OF HILL.  A 20 MINUTE PACK.
 DV2142'
 DV2142'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2142'
 DV2142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DV2142'SW BUCKEYE
 DV2142
 DV2142                          STATION RECOVERY (1979)
 DV2142
 DV2142'RECOVERY NOTE BY US ENGINEERS 1979 (FLC)
 DV2142'POWERS BUTTE 1934 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1516 ***********************************************************************
 DA1516  DESIGNATION -  POZO
 DA1516  PID         -  DA1516
 DA1516  STATE/COUNTY-  AZ/PIMA
 DA1516  USGS QUAD   -  GUNSIGHT (1990)
 DA1516
 DA1516                         *CURRENT SURVEY CONTROL
 DA1516  ___________________________________________________________________
 DA1516* NAD 83(1992)-  32 13 24.33053(N)    112 40 50.08936(W)     ADJUSTED  
 DA1516* NAVD 88     -       610.08   (+/-2cm)    2001.6    (feet)  VERTCON   
 DA1516  ___________________________________________________________________
 DA1516  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DA1516  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA1516  HORZ ORDER  -  SECOND
 DA1516  VERT ORDER  -  THIRD ? (See Below)
 DA1516
 DA1516.The horizontal coordinates were established by classical geodetic methods
 DA1516.and adjusted by the National Geodetic Survey in August 1993.
 DA1516
 DA1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1516.The vertical order pertains to the NGVD 29 superseded value.
 DA1516
 DA1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1516
 DA1516.The geoid height was determined by GEOID03.
 DA1516
 DA1516;                    North         East     Units Scale Factor Converg.
 DA1516;SPC AZ C     -   135,895.840   141,357.258   MT  0.99996391   -0 24 26.5
 DA1516;SPC AZ C     -   445,852.49    463,770.53   iFT  0.99996391   -0 24 26.5
 DA1516;UTM  12      - 3,566,439.766   341,636.469   MT  0.99990928   -0 53 46.7
 DA1516
 DA1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1516!SPC AZ C     -   0.99990916  x   0.99996391  =   0.99987307
 DA1516!UTM  12      -   0.99990916  x   0.99990928  =   0.99981844
 DA1516
 DA1516|---------------------------------------------------------------------|
 DA1516| PID    Reference Object                     Distance      Geod. Az  |
 DA1516|                                                           dddmmss.s |
 DA1516| CH6137 POZO RM 2                            12.132 METERS 04723     |
 DA1516| DA1505 GUN                                 APPROX. 5.6 KM 1050142.9 |
 DA1516| CH6136 POZO RM 1                            13.863 METERS 15505     |
 DA1516|---------------------------------------------------------------------|
 DA1516
 DA1516                          SUPERSEDED SURVEY CONTROL
 DA1516
 DA1516  NAD 83(1986)-  32 13 24.32012(N)    112 40 50.09234(W) AD(       ) 2
 DA1516  NAD 27      -  32 13 24.09296(N)    112 40 47.56741(W) AD(       ) 2
 DA1516  NGVD 29 (07/19/86)  609.35   (m)         1999.2    (f) LEVELING    3  
 DA1516
 DA1516.Superseded values are not recommended for survey control.
 DA1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1516.See file dsdata.txt to determine how the superseded data were derived.
 DA1516
 DA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4163666440(NAD 83)
 DA1516_MARKER: DD = SURVEY DISK
 DA1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1516+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 DA1516
 DA1516  HISTORY     - Date     Condition        Report By
 DA1516  HISTORY     - 1979     MONUMENTED       AZDT
 DA1516  HISTORY     - 19970306 GOOD             USPSQD
 DA1516  HISTORY     - 20020407 GOOD             INDIV
 DA1516
 DA1516                          STATION DESCRIPTION
 DA1516
 DA1516'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1516'THE STATION IS ABOUT 14 MILES AIRLINE ESE OF AJO AND 34 MILES WEST OF
 DA1516'QUIJOTOA.
 DA1516'
 DA1516'THE STATION IS A STANDARD AGS ALUMINUM CAP SET IN CONCRETE POST
 DA1516'STAMPED POZO.
 DA1516'
 DA1516'RM 2 IS A STANDARD AGS RM ALUMINUM CAP EPOXIED TO A 3.0 FEET X 1.60
 DA1516'FEET BOULDER PROJECTING 0.80 FEET, 38 FEET SOUTH OF R/W FENCE 62 FEET
 DA1516'NORTH OF CENTER LINE OF HWY. 86 SOUTHEAST OF STATION, STAMPED POZO
 DA1516'RM 2.
 DA1516'
 DA1516'RM 1 IS A STANDARD AGS ALUMINUM CAP EPOXIED TO A 1.50 FEET X 1.30 FEET
 DA1516'BOULDER PROJECTING 0.90 FEET, 20 FEET NORTH OF THE WESTBOUND R/W FENCE
 DA1516'EAST-NORTHEAST OF STATION, STAMPED POZO RM 1.
 DA1516'
 DA1516'TO REACH THE STATION FROM S.R. 86 AT THE SAN SIMON INDIAN SCHOOL 1.6
 DA1516'MILES WEST OF TRACY, TRAVEL WEST ON S.R. 86 FOR 16.55 MILES TO A SMALL
 DA1516'ROCKY HWY. CUT ON THE RIGHT.  STATION IS LOCATED 96 FEET NORTH OF THE
 DA1516'CENTERLINE.  THIS STATION IS 5.0 MILES EAST OF THE POST OFFICE IN WHY
 DA1516'WHICH IS LOCATED AT THE JUNCTION OF S.R. 85 AND S.R. 86.  A ONE MINUTE
 DA1516'PACK.
 DA1516
 DA1516                          STATION RECOVERY (1997)
 DA1516
 DA1516'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1516'RECOVERED IN GOOD CONDITION.
 DA1516
 DA1516                          STATION RECOVERY (2002)
 DA1516
 DA1516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1132 ***********************************************************************
 CG1132  DESIGNATION -  POZORA
 CG1132  PID         -  CG1132
 CG1132  STATE/COUNTY-  AZ/PIMA
 CG1132  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG1132
 CG1132                         *CURRENT SURVEY CONTROL
 CG1132  ___________________________________________________________________
 CG1132* NAD 83(1992)-  31 31 28.04585(N)    111 36 03.21651(W)     ADJUSTED  
 CG1132* NAVD 88     -      1433.     (meters)    4701.     (feet)  SCALED    
 CG1132  ___________________________________________________________________
 CG1132  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CG1132  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CG1132  HORZ ORDER  -  FIRST
 CG1132
 CG1132.The horizontal coordinates were established by classical geodetic methods
 CG1132.and adjusted by the National Geodetic Survey in August 1993.
 CG1132
 CG1132.The orthometric height was scaled from a topographic map.
 CG1132
 CG1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1132
 CG1132.The geoid height was determined by GEOID03.
 CG1132
 CG1132;                    North         East     Units Scale Factor Converg.
 CG1132;SPC AZ C     -    58,186.051   243,348.445   MT  0.99991109   +0 09 54.4
 CG1132;SPC AZ C     -   190,899.12    798,387.29   iFT  0.99991109   +0 09 54.4
 CG1132;UTM  12      - 3,487,883.752   442,950.941   MT  0.99964014   -0 18 51.1
 CG1132
 CG1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1132!SPC AZ C     -   0.99977984  x   0.99991109  =   0.99969095
 CG1132!UTM  12      -   0.99977984  x   0.99964014  =   0.99942005
 CG1132
 CG1132|---------------------------------------------------------------------|
 CG1132| PID    Reference Object                     Distance      Geod. Az  |
 CG1132|                                                           dddmmss.s |
 CG1132| CH6138 POZORA RM 1                           8.200 METERS 03915     |
 CG1132| CH6139 POZORA RM 2                          11.295 METERS 15350     |
 CG1132| CG1125 BOUNDARY MON 140 MX US              APPROX. 3.4 KM 1564130.9 |
 CG1132|---------------------------------------------------------------------|
 CG1132
 CG1132                          SUPERSEDED SURVEY CONTROL
 CG1132
 CG1132  NAD 83(1986)-  31 31 28.03633(N)    111 36 03.21590(W) AD(       ) 1
 CG1132  NAD 27      -  31 31 27.71700(N)    111 36 00.82400(W) AD(       ) 1
 CG1132
 CG1132.Superseded values are not recommended for survey control.
 CG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1132.See file dsdata.txt to determine how the superseded data were derived.
 CG1132
 CG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4295187884(NAD 83)
 CG1132_MARKER: DS = TRIANGULATION STATION DISK
 CG1132_SETTING: 80 = SET IN A BOULDER
 CG1132_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1132
 CG1132  HISTORY     - Date     Condition        Report By
 CG1132  HISTORY     - 1935     MONUMENTED       CGS
 CG1132  HISTORY     - 1968     GOOD             AMS
 CG1132
 CG1132                          STATION DESCRIPTION
 CG1132
 CG1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1132'ABOUT 4.5 MILES NORTHWEST OF SASABE, ON THE HIGHEST POINT OF
 CG1132'THE HIGHEST MOUNTAIN BETWEEN THE PRESUMIDO ROAD AND THE
 CG1132'MEXICO BOUNDARY LINE IN THAT VICINITY, IN SEC. 11, T. 22 S.,
 CG1132'R. 7 E.  RIDGES EXTEND NORTHEAST, SOUTHWEST, SOUTHEAST AND
 CG1132'NORTHWEST FROM THE HIGHEST POINT.  MARKED BY A STANDARD
 CG1132'BRONZE DISK. REFERENCE MARK NO. 1,
 CG1132'A STANDARD BRONZE REFERENCE DISK, IS 8.200 METERS
 CG1132'(26.90 FEET) FROM STATION N 39 DEG 15 MIN E.
 CG1132'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1132'IS 11.295 METERS (37.06 FEET) FROM STATION
 CG1132'S 26 DEG 10 MIN E. BOUNDARY MONUMENT NO. 140
 CG1132'(I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
 CG1132
 CG1132                          STATION RECOVERY (1968)
 CG1132
 CG1132'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (DEZ)
 CG1132'STATION MARK AND REFERNCE MARKS WERE RECOVERED.  DESCRIPTION
 CG1132'OF STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0727 ***********************************************************************
 CG0727  DESIGNATION -  PP 118
 CG0727  PID         -  CG0727
 CG0727  STATE/COUNTY-  AZ/PIMA
 CG0727  USGS QUAD   -  TOPAWA (1979)
 CG0727
 CG0727                         *CURRENT SURVEY CONTROL
 CG0727  ___________________________________________________________________
 CG0727* NAD 83(1986)-  31 51 50.     (N)    111 48 18.     (W)     SCALED    
 CG0727* NAVD 88     -       775.06   (+/-2cm)    2542.8    (feet)  VERTCON   
 CG0727  ___________________________________________________________________
 CG0727  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 CG0727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0727
 CG0727.The horizontal coordinates were scaled from a topographic map and have
 CG0727.an estimated accuracy of +/- 6 seconds.
 CG0727
 CG0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0727.The vertical order pertains to the NGVD 29 superseded value.
 CG0727
 CG0727.The geoid height was determined by GEOID03.
 CG0727
 CG0727;                    North         East    Units  Estimated Accuracy
 CG0727;SPC AZ C     -    95,780.      223,930.      MT  (+/- 180 meters Scaled)
 CG0727
 CG0727                          SUPERSEDED SURVEY CONTROL
 CG0727
 CG0727  NGVD 29 (??/??/92)  774.350  (m)         2540.51   (f) ADJ UNCH    2 0
 CG0727
 CG0727.Superseded values are not recommended for survey control.
 CG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0727.See file dsdata.txt to determine how the superseded data were derived.
 CG0727
 CG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA238256(NAD 83)
 CG0727_MARKER: DB = BENCH MARK DISK
 CG0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0727_STAMPING: P P 118 1935
 CG0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0727+STABILITY: SURFACE MOTION
 CG0727
 CG0727  HISTORY     - Date     Condition        Report By
 CG0727  HISTORY     - 1935     MONUMENTED       CGS
 CG0727  HISTORY     - 1952     GOOD             NGS
 CG0727
 CG0727                          STATION DESCRIPTION
 CG0727
 CG0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0727'4.4 MI N FROM TOPAWA.
 CG0727'4.4 MILES NORTH ALONG AN UNUSED WAGON ROAD FROM THE POST OFFICE AND
 CG0727'SAN SOLANO MISSION AT TOPAWA, ABOUT 0.4 MILE NORTH OF A Y JUNCTION OF
 CG0727'A WAGON ROAD LEADING NORTHWEST, ABOUT 0.5 MILE SOUTH OF A Y JUNCTION
 CG0727'OF A WAGON ROAD LEADING SOUTHEAST TO A CONTROL DIKE (B 49.82), ABOUT
 CG0727'0.25 MILE SOUTHWEST OF A FLOOD CONTROL DIKE (B 49.82), ABOUT 0.15 MILE
 CG0727'SOUTH OF A LARGE IMPASSABLE WASH, 59 FEET WEST OF THE CENTER LINE OF
 CG0727'THE ROAD, 1.8 FEET EAST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER
 CG0727'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 CG0727'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0668 ***********************************************************************
 FS0668  DESIGNATION -  PP 53
 FS0668  PID         -  FS0668
 FS0668  STATE/COUNTY-  AZ/MOHAVE
 FS0668  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0668
 FS0668                         *CURRENT SURVEY CONTROL
 FS0668  ___________________________________________________________________
 FS0668* NAD 83(1986)-  35 29 56.     (N)    114 33 02.     (W)     SCALED    
 FS0668* NAVD 88     -       691.161  (meters)    2267.58   (feet)  POSTED    
 FS0668  ___________________________________________________________________
 FS0668  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FS0668  DYNAMIC HT  -         690.410 (meters)    2265.12  (feet)  COMP
 FS0668  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 FS0668
 FS0668  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0668
 FS0668.The horizontal coordinates were scaled from a topographic map and have
 FS0668.an estimated accuracy of +/- 6 seconds.
 FS0668
 FS0668.The orthometric height was determined by differential leveling
 FS0668.and adjusted by the  in 1992.
 FS0668.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0668.rate of 2.1 thru 3.0 mm/km.
 FS0668
 FS0668.The geoid height was determined by GEOID03.
 FS0668
 FS0668.The dynamic height is computed by dividing the NAVD 88
 FS0668.geopotential number by the normal gravity value computed on the
 FS0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0668.degrees latitude (g = 980.6199 gals.).
 FS0668
 FS0668.The modeled gravity was interpolated from observed gravity values.
 FS0668
 FS0668;                    North         East    Units  Estimated Accuracy
 FS0668;SPC AZ W     -   499,230.      140,730.      MT  (+/- 180 meters Scaled)
 FS0668
 FS0668                          SUPERSEDED SURVEY CONTROL
 FS0668
 FS0668  NGVD 29 (??/??/92)  690.414  (m)         2265.13   (f) ADJ UNCH    1 2
 FS0668
 FS0668.Superseded values are not recommended for survey control.
 FS0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0668.See file dsdata.txt to determine how the superseded data were derived.
 FS0668
 FS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV221311(NAD 83)
 FS0668_MARKER: DB = BENCH MARK DISK
 FS0668_SETTING: 66 = SET IN ROCK OUTCROP
 FS0668_SP_SET: ROCK OUTCROP
 FS0668_STAMPING: PP 53 1934
 FS0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0668+STABILITY: POSITION/ELEVATION WELL
 FS0668
 FS0668  HISTORY     - Date     Condition        Report By
 FS0668  HISTORY     - 1934     MONUMENTED       CGS
 FS0668  HISTORY     - 1950     GOOD             NGS
 FS0668
 FS0668                          STATION DESCRIPTION
 FS0668
 FS0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0668'21.2 MI W FROM GRASSHOPPER JUNCTION.
 FS0668'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0668'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 13.8 MILES WEST
 FS0668'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.5
 FS0668'MILE WEST OF A ROAD LEADING NORTHWEST, IN THE TOP OF A SHELF ON AN
 FS0668'OUTCROP, 268 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 26
 FS0668'FEET WEST OF THE APPROXIMATE CENTER OF A WASH, ABOUT 10 FEET
 FS0668'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1939 ***********************************************************************
 AI1939  FBN         -  This is a Federal Base Network Control Station.
 AI1939  DESIGNATION -  PR 23
 AI1939  PID         -  AI1939
 AI1939  STATE/COUNTY-  AZ/YAVAPAI
 AI1939  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 AI1939
 AI1939                         *CURRENT SURVEY CONTROL
 AI1939  ___________________________________________________________________
 AI1939* NAD 83(2007)-  34 34 33.49068(N)    112 17 18.12513(W)     ADJUSTED  
 AI1939* NAVD 88     -      1482.5    (meters)    4864.     (feet)  GPS OBS   
 AI1939  ___________________________________________________________________
 AI1939  EPOCH DATE  -        2007.00
 AI1939  X           -  -1,994,369.018 (meters)                     COMP
 AI1939  Y           -  -4,865,587.497 (meters)                     COMP
 AI1939  Z           -   3,600,060.612 (meters)                     COMP
 AI1939  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AI1939  ELLIP HEIGHT-        1456.454 (meters)          (02/10/07) ADJUSTED
 AI1939  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AI1939
 AI1939  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1939  Type    PID    Designation                      North   East  Ellip
 AI1939  -------------------------------------------------------------------
 AI1939  NETWORK AI1939 PR 23                             0.37   0.37   1.02
 AI1939  -------------------------------------------------------------------
 AI1939
 AI1939.The horizontal coordinates were established by GPS observations
 AI1939.and adjusted by the National Geodetic Survey in February 2007.
 AI1939
 AI1939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1939.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1939.The horizontal coordinates are valid at the epoch date displayed above.
 AI1939.The epoch date for horizontal control is a decimal equivalence
 AI1939.of Year/Month/Day.
 AI1939
 AI1939.The orthometric height was determined by GPS observations and a
 AI1939.high-resolution geoid model.
 AI1939
 AI1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1939
 AI1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1939
 AI1939.The ellipsoidal height was determined by GPS observations
 AI1939.and is referenced to NAD 83.
 AI1939
 AI1939.The geoid height was determined by GEOID03.
 AI1939
 AI1939;                    North         East     Units Scale Factor Converg.
 AI1939;SPC AZ C     -   396,601.168   179,257.269   MT  0.99991433   -0 12 39.4
 AI1939;SPC AZ C     - 1,301,184.93    588,114.40   iFT  0.99991433   -0 12 39.4
 AI1939;UTM  12      - 3,826,775.422   381,827.449   MT  0.99977212   -0 43 52.4
 AI1939
 AI1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1939!SPC AZ C     -   0.99977143  x   0.99991433  =   0.99968578
 AI1939!UTM  12      -   0.99977143  x   0.99977212  =   0.99954360
 AI1939
 AI1939                          SUPERSEDED SURVEY CONTROL
 AI1939
 AI1939  NAD 83(1992)-  34 34 33.49023(N)    112 17 18.12457(W) AD(       ) A
 AI1939  ELLIP H (09/30/99) 1456.473  (m)                       GP(       ) 3 1
 AI1939
 AI1939.Superseded values are not recommended for survey control.
 AI1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1939.See file dsdata.txt to determine how the superseded data were derived.
 AI1939
 AI1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8182726775(NAD 83)
 AI1939_MARKER: DD = SURVEY DISK
 AI1939_SETTING: 80 = SET IN A BOULDER
 AI1939_STAMPING: PR-23 1980
 AI1939_MARK LOGO: AZDT  
 AI1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1939+STABILITY: SURFACE MOTION
 AI1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1939+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2007
 AI1939
 AI1939  HISTORY     - Date     Condition        Report By
 AI1939  HISTORY     - UNK      MONUMENTED
 AI1939  HISTORY     - 19990121 GOOD             AZ-025
 AI1939  HISTORY     - 20071104 GOOD             GEOCAC
 AI1939
 AI1939                          STATION DESCRIPTION
 AI1939
 AI1939'DESCRIBED BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 AI1939'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHEAST OF PRESCOTT
 AI1939'VALLEY, ALONG STATE HIGHWAY 69, IN SECTION 20, T 14 N, R 1 E.
 AI1939'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI1939'STATE HIGHWAY 69 AND ROBERTS ROAD IN PRESCOTT VALLEY, GO EAST FOR 2.0
 AI1939'MI (3.2 KM) ON HIGHWAY 69 TO THE STATION ON THE RIGHT, ABOUT 125 FT
 AI1939'(38.1 M) SOUTH OF THE CENTERLINE OF HIGHWAY 69.  THE STATION IS AN
 AI1939'ALUMINUM DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 5 CM ABOVE
 AI1939'GROUND.  LOCATED 30 FT (9.1 M) SOUTH FROM A WITNESS POST IN THE SOUTH
 AI1939'RIGHT-OF-WAY FENCE OF HIGHWAY AND ON THE TOP OF THE EAST BANK OF A
 AI1939'LARGE NORTH-SOUTH DRAINAGE.
 AI1939
 AI1939                          STATION RECOVERY (2007)
 AI1939
 AI1939'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 AI1939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6824 ***********************************************************************
 AC6824  PACS        -  This is a Primary Airport Control Station.
 AC6824  DESIGNATION -  PRC B
 AC6824  PID         -  AC6824
 AC6824  STATE/COUNTY-  AZ/YAVAPAI
 AC6824  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 AC6824
 AC6824                         *CURRENT SURVEY CONTROL
 AC6824  ___________________________________________________________________
 AC6824* NAD 83(2007)-  34 38 57.15907(N)    112 25 21.67541(W)     ADJUSTED  
 AC6824* NAVD 88     -      1525.45   (meters)    5004.7    (feet)  GPS OBS   
 AC6824  ___________________________________________________________________
 AC6824  EPOCH DATE  -        2007.00
 AC6824  X           -  -2,004,022.646 (meters)                     COMP
 AC6824  Y           -  -4,856,664.030 (meters)                     COMP
 AC6824  Z           -   3,606,773.354 (meters)                     COMP
 AC6824  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 AC6824  ELLIP HEIGHT-        1499.229 (meters)          (02/10/07) ADJUSTED
 AC6824  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AC6824
 AC6824  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6824  Type    PID    Designation                      North   East  Ellip
 AC6824  -------------------------------------------------------------------
 AC6824  NETWORK AC6824 PRC B                             0.74   0.73   1.69
 AC6824  -------------------------------------------------------------------
 AC6824
 AC6824.This mark is at Ernest A Love Field Airport (PRC)
 AC6824
 AC6824.The horizontal coordinates were established by GPS observations
 AC6824.and adjusted by the National Geodetic Survey in February 2007.
 AC6824
 AC6824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6824.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6824.The horizontal coordinates are valid at the epoch date displayed above.
 AC6824.The epoch date for horizontal control is a decimal equivalence
 AC6824.of Year/Month/Day.
 AC6824
 AC6824.The orthometric height was determined by GPS observations and a
 AC6824.high-resolution geoid model.
 AC6824
 AC6824.GPS derived orthometric heights for airport stations designated as
 AC6824.PACS or SACS are published to 2 decimal places.  This maintains
 AC6824.centimeter relative accuracy between the PACS and SACS.  It does
 AC6824.not indicate centimeter accuracy relative to other marks which are
 AC6824.part of the NAVD 88 network.
 AC6824
 AC6824.Photographs are available for this station.
 AC6824
 AC6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6824
 AC6824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6824
 AC6824.The ellipsoidal height was determined by GPS observations
 AC6824.and is referenced to NAD 83.
 AC6824
 AC6824.The geoid height was determined by GEOID03.
 AC6824
 AC6824;                    North         East     Units Scale Factor Converg.
 AC6824;SPC AZ C     -   404,778.943   166,974.427   MT  0.99992651   -0 17 15.7
 AC6824;SPC AZ C     - 1,328,014.90    547,816.36   iFT  0.99992651   -0 17 15.7
 AC6824;UTM  12      - 3,835,063.427   369,621.027   MT  0.99980952   -0 48 32.3
 AC6824
 AC6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6824!SPC AZ C     -   0.99976472  x   0.99992651  =   0.99969124
 AC6824!UTM  12      -   0.99976472  x   0.99980952  =   0.99957428
 AC6824
 AC6824:                Primary Azimuth Mark                     Grid Az
 AC6824:SPC AZ C     -  H 262 RESET                              277 22 25.7
 AC6824:UTM  12      -  H 262 RESET                              277 53 42.3
 AC6824
 AC6824|---------------------------------------------------------------------|
 AC6824| PID    Reference Object                     Distance      Geod. Az  |
 AC6824|                                                           dddmmss.s |
 AC6824| AE3926 H 262 RESET                         426.674 METERS 2770510.0 |
 AC6824|---------------------------------------------------------------------|
 AC6824
 AC6824                          SUPERSEDED SURVEY CONTROL
 AC6824
 AC6824  ELLIP H (01/12/01) 1499.250  (m)                       GP(       ) 4 1
 AC6824  NAD 83(1992)-  34 38 57.15880(N)    112 25 21.67501(W) AD(       ) B
 AC6824  ELLIP H (03/14/97) 1499.297  (m)                       GP(       ) 3 1
 AC6824
 AC6824.Superseded values are not recommended for survey control.
 AC6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6824.See file dsdata.txt to determine how the superseded data were derived.
 AC6824
 AC6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6962135063(NAD 83)
 AC6824_MARKER: F = FLANGE-ENCASED ROD
 AC6824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6824_STAMPING: PRC B 1996
 AC6824_MARK LOGO: NGS   
 AC6824_PROJECTION: FLUSH
 AC6824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6824+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2000
 AC6824_ROD/PIPE-DEPTH: 8.20 meters
 AC6824
 AC6824  HISTORY     - Date     Condition        Report By
 AC6824  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6824  HISTORY     - 19970430 GOOD             NGS
 AC6824  HISTORY     - 20000502 GOOD             NGS
 AC6824
 AC6824                          STATION DESCRIPTION
 AC6824
 AC6824'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6824'THE STATION IS LOCATED APPROXIMATELY 12 KM (7.45 MI) NORTH OF THE CITY
 AC6824'OF PRESCOTT AT THE ERNEST A LOVE FIELD AIRPORT.  OWNERSHIP -- CITY OF
 AC6824'PRESCOTT, BRUCE JAEGER - OPERATIONS SUPERVISOR, PHONE (520) 445-7860
 AC6824'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 89 AND US HIGHWAY
 AC6824'89 ALTERNATE NORTH OF PRESCOTT, PROCEED NORTH ON US HIGHWAY 89 FOR 4.0
 AC6824'KM (2.50 MI) TO THE JUNCTION WITH MCCURDY DRIVE.  TURN RIGHT AND GO
 AC6824'NORTHEASTERLY ON MCCURDY DRIVE FOR 0.65 KM (0.40 MI) TO THE JUNCTION
 AC6824'WITH JANINE ROAD.  TURN LEFT AND GO NORTHERLY ON JANINE ROAD FOR 0.25
 AC6824'KM (0.15 MI) TO THE FUEL FARM AND AIRPORT OPERATIONS BUILDING (BLDG
 AC6824'6546) AND ACCESS GATE ON THE RIGHT.  PASS THROUGH GATE AND PROCEED
 AC6824'NORTHEAST FOR 0.1 KM (0.05 MI) ACROSS APRON TO TAXIWAY E.  TURN RIGHT
 AC6824'AND GO SOUTHEASTERLY ON TAXIWAY E FOR 0.4 KM (0.25 MI) CROSSING RUNWAY
 AC6824'3R-21L TO THE JUNCTION WITH TAXIWAY D.  TURN LEFT ON TAXIWAY D AND GO
 AC6824'NORTHEAST FOR 0.15 KM (0.10 MI) CROSSING RUNWAY 11-29 TO THE JUNCTION
 AC6824'WITH TAXIWAY F AND THE STATION ON THE RIGHT NEAR THE WINDSOCK THE
 AC6824'STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AC6824'AT A DEPTH OF 8.20 M (26.90 FT) RECESSED 10 CM BELOW GROUND LEVEL IN A
 AC6824'2.5 CM DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A
 AC6824'12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 AC6824'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS
 AC6824'LOCATED 24.50 M (80.38 FT) SOUTHWEST OF THE WINDSOCK, 2.07 M (6.79 FT)
 AC6824'SOUTHEAST OF NOS DISK IN CONCRETE MONUMENT STAMPED PRC A 1993, 14.90 M
 AC6824'(48.88 FT) NORTHEAST OF THE NORTHEAST EDGE OF TAXIWAY F, 35.70 M
 AC6824'(117.13 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY D, 25.55 M
 AC6824'(83.83 FT) SOUTHEAST OF A RUNWAY DIRECTION SIGN (21L) , AND 0.9 M (3.0
 AC6824'FT) SOUTHWEST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS
 AC6824'A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6824
 AC6824                          STATION RECOVERY (1997)
 AC6824
 AC6824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6824'RECOVERED AS DESCRIBED.
 AC6824
 AC6824                          STATION RECOVERY (2000)
 AC6824
 AC6824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC6824'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  RUNWAY 11-29 HAS
 AC6824'BEEN CHANGED TO 12-30.  THE AIRPORT MANAGER IS RICK SEVERENSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6825 ***********************************************************************
 AC6825  SACS        -  This is a Secondary Airport Control Station.
 AC6825  DESIGNATION -  PRC C
 AC6825  PID         -  AC6825
 AC6825  STATE/COUNTY-  AZ/YAVAPAI
 AC6825  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 AC6825
 AC6825                         *CURRENT SURVEY CONTROL
 AC6825  ___________________________________________________________________
 AC6825* NAD 83(2007)-  34 39 12.53054(N)    112 25 39.85651(W)     ADJUSTED  
 AC6825* NAVD 88     -      1528.65   (meters)    5015.2    (feet)  GPS OBS   
 AC6825  ___________________________________________________________________
 AC6825  EPOCH DATE  -        2007.00
 AC6825  X           -  -2,004,348.952 (meters)                     COMP
 AC6825  Y           -  -4,856,240.785 (meters)                     COMP
 AC6825  Z           -   3,607,164.916 (meters)                     COMP
 AC6825  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AC6825  ELLIP HEIGHT-        1502.420 (meters)          (02/10/07) ADJUSTED
 AC6825  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AC6825
 AC6825  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6825  Type    PID    Designation                      North   East  Ellip
 AC6825  -------------------------------------------------------------------
 AC6825  NETWORK AC6825 PRC C                             0.80   0.76   1.72
 AC6825  -------------------------------------------------------------------
 AC6825
 AC6825.This mark is at Ernest A Love Field Airport (PRC)
 AC6825
 AC6825.The horizontal coordinates were established by GPS observations
 AC6825.and adjusted by the National Geodetic Survey in February 2007.
 AC6825
 AC6825.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6825.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6825.The horizontal coordinates are valid at the epoch date displayed above.
 AC6825.The epoch date for horizontal control is a decimal equivalence
 AC6825.of Year/Month/Day.
 AC6825
 AC6825.The orthometric height was determined by GPS observations and a
 AC6825.high-resolution geoid model.
 AC6825
 AC6825.GPS derived orthometric heights for airport stations designated as
 AC6825.PACS or SACS are published to 2 decimal places.  This maintains
 AC6825.centimeter relative accuracy between the PACS and SACS.  It does
 AC6825.not indicate centimeter accuracy relative to other marks which are
 AC6825.part of the NAVD 88 network.
 AC6825
 AC6825.Photographs are available for this station.
 AC6825
 AC6825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6825
 AC6825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6825
 AC6825.The ellipsoidal height was determined by GPS observations
 AC6825.and is referenced to NAD 83.
 AC6825
 AC6825.The geoid height was determined by GEOID03.
 AC6825
 AC6825;                    North         East     Units Scale Factor Converg.
 AC6825;SPC AZ C     -   405,254.911   166,513.877   MT  0.99992704   -0 17 26.2
 AC6825;SPC AZ C     - 1,329,576.48    546,305.37   iFT  0.99992704   -0 17 26.2
 AC6825;UTM  12      - 3,835,543.510   369,164.879   MT  0.99981099   -0 48 43.0
 AC6825
 AC6825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6825!SPC AZ C     -   0.99976422  x   0.99992704  =   0.99969127
 AC6825!UTM  12      -   0.99976422  x   0.99981099  =   0.99957525
 AC6825
 AC6825                          SUPERSEDED SURVEY CONTROL
 AC6825
 AC6825  ELLIP H (01/12/01) 1502.442  (m)                       GP(       ) 4 1
 AC6825  NAD 83(1992)-  34 39 12.53019(N)    112 25 39.85610(W) AD(       ) 1
 AC6825  ELLIP H (03/14/97) 1502.489  (m)                       GP(       ) 3 1
 AC6825
 AC6825.Superseded values are not recommended for survey control.
 AC6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6825.See file dsdata.txt to determine how the superseded data were derived.
 AC6825
 AC6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6916535544(NAD 83)
 AC6825_MARKER: DD = SURVEY DISK
 AC6825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6825_STAMPING: PRC C 1996
 AC6825_MARK LOGO: NGS   
 AC6825_PROJECTION: FLUSH
 AC6825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6825+STABILITY: SURFACE MOTION
 AC6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6825+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2000
 AC6825_ROD/PIPE-DEPTH: 1.0  meters
 AC6825
 AC6825  HISTORY     - Date     Condition        Report By
 AC6825  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6825  HISTORY     - 19970430 GOOD             NGS
 AC6825  HISTORY     - 20000502 GOOD             NGS
 AC6825
 AC6825                          STATION DESCRIPTION
 AC6825
 AC6825'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6825'THE STATION IS LOCATED APPROXIMATELY 12 KM (7.45 MI) NORTH OF THE CITY
 AC6825'OF PRESCOTT AT THE ERNEST A LOVE FIELD AIRPORT.  OWNERSHIP -- CITY OF
 AC6825'PRESCOTT, BRUCE JAEGER - OPERATIONS SUPERVISOR, PHONE (520) 445-7860
 AC6825'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 89 AND US HIGHWAY
 AC6825'89 ALTERNATE NORTH OF PRESCOTT, PROCEED NORTH ON US HIGHWAY 89 FOR 4.0
 AC6825'KM (2.50 MI) TO THE JUNCTION WITH MCCURDY DRIVE.  TURN RIGHT AND GO
 AC6825'NORTHEASTERLY ON MCCURDY DRIVE FOR 0.65 KM (0.40 MI) TO THE JUNCTION
 AC6825'WITH JANINE ROAD.  TURN LEFT AND GO NORTHERLY ON JANINE ROAD FOR 0.25
 AC6825'KM (0.15 MI) TO THE FUEL FARM AND AIRPORT OPERATIONS BUILDING (BLDG
 AC6825'6546) AND ACCESS GATE ON THE RIGHT.  PASS THROUGH GATE AND PROCEED
 AC6825'NORTHEAST FOR 0.1 KM (0.05 MI) ACROSS APRON TO TAXIWAY E.  TURN LEFT
 AC6825'AND GO NORTHWEST ALONG TAXIWAY E FOR 0.15 KM (0.10 MI) TO THE JUNCTION
 AC6825'WITH TAXIWAY E3 AND A GRAVEL ROAD LEADING NORTH AROUND THE APPROACH
 AC6825'END OF RUNWAY 11.  FOLLOW GRAVEL ROAD NORTH TO THE STATION ON THE LEFT
 AC6825'NORTHWEST OF THE HOLDING BAY ON THE NORTHWEST SIDE OF TAXIWAY F4 THE
 AC6825'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0
 AC6825'M (3.3 FT) LONG FENO PIPE, RECESSED 13 CM BELOW GROUND LEVEL AND
 AC6825'ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AC6825'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC6825'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC6825'STATION IS LOCATED 60.35 M (198.00 FT) NORTHEAST OF THE NORTHWESTERLY
 AC6825'EXTENSION OF THE NORTHEASTERN EDGE OF RUNWAY 11-29, 31.80 M (104.33
 AC6825'FT) NORTHWEST OF THE NORTH EDGE OF TAXIWAY F4 (HOLDING BAY) , 45.70 M
 AC6825'(149.93 FT) NORTH OF THE NORTHEAST CORNER OF A POWER BOX, 13.35 M
 AC6825'(43.80 FT) WEST-NORTHWEST OF USDI REFERENCE DISK IN CONCRETE MONUMENT
 AC6825'STAMPED 1969 NO.  2 (RUNWAY ET RM 2) , 16.90 M (55.45 FT) NORTHWEST OF
 AC6825'THE CENTER OF A 1.5 M (4.9 FT) DIA CONCRETE BASE, 4.80 M (15.75 FT)
 AC6825'NORTH-NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD, 34.35 M (112.70
 AC6825'FT) NORTHEAST OF USDI REFERENCE DISK IN CONCRETE MONUMENT STAMPED 1969
 AC6825'NO.  1 (RUNWAY ET RM 1) , AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE
 AC6825'WITNESS POST AT THE TOP EDGE OF THE SLOPE THE STATION IS DESIGNATED AS
 AC6825'A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6825
 AC6825                          STATION RECOVERY (1997)
 AC6825
 AC6825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6825'RECOVERED AS DESCRIBED.
 AC6825
 AC6825                          STATION RECOVERY (2000)
 AC6825
 AC6825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC6825'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  RUNWAY 11-29 IS
 AC6825'NOW 12-30.AIRPORT MANAGER IS RICK SEVERSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6826 ***********************************************************************
 AC6826  SACS        -  This is a Secondary Airport Control Station.
 AC6826  DESIGNATION -  PRC D
 AC6826  PID         -  AC6826
 AC6826  STATE/COUNTY-  AZ/YAVAPAI
 AC6826  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 AC6826
 AC6826                         *CURRENT SURVEY CONTROL
 AC6826  ___________________________________________________________________
 AC6826* NAD 83(2007)-  34 39 58.36390(N)    112 24 40.42553(W)     ADJUSTED  
 AC6826* NAVD 88     -      1505.30   (meters)    4938.6    (feet)  GPS OBS   
 AC6826  ___________________________________________________________________
 AC6826  EPOCH DATE  -        2007.00
 AC6826  X           -  -2,002,636.041 (meters)                     COMP
 AC6826  Y           -  -4,856,057.663 (meters)                     COMP
 AC6826  Z           -   3,608,313.670 (meters)                     COMP
 AC6826  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AC6826  ELLIP HEIGHT-        1479.130 (meters)          (02/10/07) ADJUSTED
 AC6826  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AC6826
 AC6826  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6826  Type    PID    Designation                      North   East  Ellip
 AC6826  -------------------------------------------------------------------
 AC6826  NETWORK AC6826 PRC D                             0.92   0.86   1.74
 AC6826  -------------------------------------------------------------------
 AC6826
 AC6826.This mark is at Ernest A Love Field Airport (PRC)
 AC6826
 AC6826.The horizontal coordinates were established by GPS observations
 AC6826.and adjusted by the National Geodetic Survey in February 2007.
 AC6826
 AC6826.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6826.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6826.The horizontal coordinates are valid at the epoch date displayed above.
 AC6826.The epoch date for horizontal control is a decimal equivalence
 AC6826.of Year/Month/Day.
 AC6826
 AC6826.The orthometric height was determined by GPS observations and a
 AC6826.high-resolution geoid model.
 AC6826
 AC6826.GPS derived orthometric heights for airport stations designated as
 AC6826.PACS or SACS are published to 2 decimal places.  This maintains
 AC6826.centimeter relative accuracy between the PACS and SACS.  It does
 AC6826.not indicate centimeter accuracy relative to other marks which are
 AC6826.part of the NAVD 88 network.
 AC6826
 AC6826.Photographs are available for this station.
 AC6826
 AC6826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6826
 AC6826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6826
 AC6826.The ellipsoidal height was determined by GPS observations
 AC6826.and is referenced to NAD 83.
 AC6826
 AC6826.The geoid height was determined by GEOID03.
 AC6826
 AC6826;                    North         East     Units Scale Factor Converg.
 AC6826;SPC AZ C     -   406,659.597   168,034.045   MT  0.99992531   -0 16 52.7
 AC6826;SPC AZ C     - 1,334,185.03    551,292.80   iFT  0.99992531   -0 16 52.7
 AC6826;UTM  12      - 3,836,934.140   370,697.587   MT  0.99980607   -0 48 10.1
 AC6826
 AC6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6826!SPC AZ C     -   0.99976787  x   0.99992531  =   0.99969320
 AC6826!UTM  12      -   0.99976787  x   0.99980607  =   0.99957399
 AC6826
 AC6826                          SUPERSEDED SURVEY CONTROL
 AC6826
 AC6826  ELLIP H (01/12/01) 1479.152  (m)                       GP(       ) 4 1
 AC6826  NAD 83(1992)-  34 39 58.36362(N)    112 24 40.42504(W) AD(       ) 1
 AC6826  ELLIP H (03/14/97) 1479.199  (m)                       GP(       ) 3 1
 AC6826
 AC6826.Superseded values are not recommended for survey control.
 AC6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6826.See file dsdata.txt to determine how the superseded data were derived.
 AC6826
 AC6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7069836934(NAD 83)
 AC6826_MARKER: DD = SURVEY DISK
 AC6826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6826_STAMPING: PRC D 1996
 AC6826_MARK LOGO: NGS   
 AC6826_PROJECTION: FLUSH
 AC6826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6826+STABILITY: SURFACE MOTION
 AC6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6826+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2000
 AC6826_ROD/PIPE-DEPTH: 1.0  meters
 AC6826
 AC6826  HISTORY     - Date     Condition        Report By
 AC6826  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6826  HISTORY     - 19970430 GOOD             NGS
 AC6826  HISTORY     - 20000502 GOOD             NGS
 AC6826
 AC6826                          STATION DESCRIPTION
 AC6826
 AC6826'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6826'THE STATION IS LOCATED APPROXIMATELY 12 KM (7.45 MI) NORTH OF THE CITY
 AC6826'OF PRESCOTT AT THE ERNEST A LOVE FIELD AIRPORT.  OWNERSHIP -- CITY OF
 AC6826'PRESCOTT, BRUCE JAEGER - OPERATIONS SUPERVISOR, PHONE (520) 445-7860
 AC6826'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 89 AND US HIGHWAY
 AC6826'89 ALTERNATE NORTH OF PRESCOTT, PROCEED NORTH ON US HIGHWAY 89 FOR 4.0
 AC6826'KM (2.50 MI) TO THE JUNCTION WITH MCCURDY DRIVE.  TURN RIGHT AND GO
 AC6826'NORTHEASTERLY ON MCCURDY DRIVE FOR 0.65 KM (0.40 MI) TO THE JUNCTION
 AC6826'WITH JANINE ROAD.  TURN LEFT AND GO NORTHERLY ON JANINE ROAD FOR 0.25
 AC6826'KM (0.15 MI) TO THE FUEL FARM AND AIRPORT OPERATIONS BUILDING (BLDG
 AC6826'6546) AND ACCESS GATE ON THE RIGHT.  PASS THROUGH GATE AND PROCEED
 AC6826'NORTHEAST FOR 0.1 KM (0.05 MI) ACROSS APRON TO TAXIWAY E.  TURN LEFT
 AC6826'AND GO NORTHWEST ALONG TAXIWAY E FOR 0.15 KM (0.10 MI) TO THE JUNCTION
 AC6826'WITH TAXIWAY E3 AND A GRAVEL ROAD LEADING NORTH AROUND THE APPROACH
 AC6826'END OF RUNWAY 11.  FOLLOW GRAVEL ROAD NORTH AROUND APPROACH END OF
 AC6826'RUNWAY 11 TO TAXIWAY F (T - HANGAR RAMP) . PROCEED SOUTHEAST ALONG
 AC6826'TAXIWAY F FOR 0.3 KM (0.20 MI) TO THE JUNCTION WITH TAXIWAY C.  TURN
 AC6826'LEFT AND AND GO NORTHEAST ON TAXIWAY C FOR 0.55 KM (0.35 MI) TO THE
 AC6826'JUNCTION WITH TAXIWAY B4.  TURN LEFT ON TAXIWAY B4 AND GO NORTHWEST
 AC6826'FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY A.  TURN RIGHT AND
 AC6826'GO NORTHEAST ON TAXIWAY A FOR 1.45 KM (0.90 MI) TO THE STATION ON THE
 AC6826'LEFT THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP
 AC6826'OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL
 AC6826'AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AC6826'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC6826'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC6826'STATION IS LOCATED 15.60 M (51.18 FT) NORTHWEST OF THE CENTERLINE OF
 AC6826'TAXIWAY A, 26.80 M (87.93 FT) SOUTH-SOUTHWEST OF THE NORTHERNMOST
 AC6826'TAXIWAY LIGHT ON THE NORTHWEST SIDE OF TAXIWAY A, 8.45 M (27.72 FT)
 AC6826'NORTHWEST OF THE TAXIWAY LIGHT ON THE NORTHWEST SIDE OF TAXIWAY A
 AC6826'SOUTH OF THE HOLDING BAY, 109.0 M (357.6 FT) SOUTHWEST OF THE NORTH
 AC6826'EDGE OF TAXIWAY A5, AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE
 AC6826'WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC6826'STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6826
 AC6826                          STATION RECOVERY (1997)
 AC6826
 AC6826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6826'RECOVERED AS DESCRIBED.
 AC6826
 AC6826                          STATION RECOVERY (2000)
 AC6826
 AC6826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC6826'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.RUNWAY 11-29 IS NOW
 AC6826'12-30, AND THE AIRPORT MANAGER IS RICK SEVERENSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0881 ***********************************************************************
 ET0881  DESIGNATION -  PRESCOTT
 ET0881  PID         -  ET0881
 ET0881  STATE/COUNTY-  AZ/YAVAPAI
 ET0881  USGS QUAD   -  PRESCOTT (1973)
 ET0881
 ET0881                         *CURRENT SURVEY CONTROL
 ET0881  ___________________________________________________________________
 ET0881* NAD 83(1992)-  34 32 09.76359(N)    112 29 22.07402(W)     ADJUSTED  
 ET0881* NAVD 88     -      1741.2    (meters)    5713.     (feet)  VERTCON   
 ET0881  ___________________________________________________________________
 ET0881  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 ET0881  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 ET0881  HORZ ORDER  -  SECOND
 ET0881
 ET0881.The horizontal coordinates were established by classical geodetic methods
 ET0881.and adjusted by the National Geodetic Survey in August 1993.
 ET0881
 ET0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0881
 ET0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0881
 ET0881.The geoid height was determined by GEOID03.
 ET0881
 ET0881;                    North         East     Units Scale Factor Converg.
 ET0881;SPC AZ C     -   392,258.946   160,781.806   MT  0.99993406   -0 19 29.1
 ET0881;SPC AZ C     - 1,286,938.80    527,499.36   iFT  0.99993406   -0 19 29.1
 ET0881;UTM  12      - 3,822,601.583   363,315.613   MT  0.99983028   -0 50 40.4
 ET0881
 ET0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0881!SPC AZ C     -   0.99973090  x   0.99993406  =   0.99966498
 ET0881!UTM  12      -   0.99973090  x   0.99983028  =   0.99956122
 ET0881
 ET0881:                Primary Azimuth Mark                     Grid Az
 ET0881:SPC AZ C     -  WATSON                                   067 33 32.5
 ET0881:UTM  12      -  WATSON                                   068 04 43.8
 ET0881
 ET0881|---------------------------------------------------------------------|
 ET0881| PID    Reference Object                     Distance      Geod. Az  |
 ET0881|                                                           dddmmss.s |
 ET0881| ET0879 WATSON                              APPROX. 8.4 KM 0671403.4 |
 ET0881| CH3990 PRESCOTT RM 1                         6.818 METERS 16350     |
 ET0881| CH3991 PRESCOTT RM 2                        11.907 METERS 25512     |
 ET0881|---------------------------------------------------------------------|
 ET0881
 ET0881                          SUPERSEDED SURVEY CONTROL
 ET0881
 ET0881  NAD 83(1986)-  34 32 09.76127(N)    112 29 22.07258(W) AD(       ) 2
 ET0881  NAD 27      -  34 32 09.66406(N)    112 29 19.46180(W) AD(       ) 2
 ET0881  NGVD 29 (07/19/86) 1740.3    (m)         5710.     (f) VERT ANG    3  
 ET0881
 ET0881.Superseded values are not recommended for survey control.
 ET0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0881.See file dsdata.txt to determine how the superseded data were derived.
 ET0881
 ET0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6331622602(NAD 83)
 ET0881_MARKER: DD = SURVEY DISK
 ET0881_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0881+WITH SETTING: INFORMATION.
 ET0881_SP_SET: PREFABRICATED CONCRETE POST
 ET0881
 ET0881  HISTORY     - Date     Condition        Report By
 ET0881  HISTORY     - 1969     MONUMENTED       USGS
 ET0881  HISTORY     - 20010806 GOOD             NGS
 ET0881
 ET0881                          STATION DESCRIPTION
 ET0881
 ET0881'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (GG)
 ET0881'LOCATED IN PRESCOTT ON THE W. SIDE OF TOWN.  ON A HILL ON N. SIDE OF
 ET0881'THE PRESCOTT CITY WATER TANK.
 ET0881'
 ET0881'TO REACH FROM COURTHOUSE AT INTERSECTION OF HIGHWAY 89 AND W.
 ET0881'GURLEY STREET GO W. TO PARK STREET.  TURN LEFT TO CORONADO, ACROSS
 ET0881'FROM LINCOLN SCHOOL.  TURN RIGHT ON CORONADO TO COUNTRY CLUB
 ET0881'AVENUE.  RIGHT ON COUNTRY CLUB AVENUE TO DIRT RD. LEFT ABOUT 90
 ET0881'FT.  W. OF INTERSECTION.  PASSING N. SIDE OF CORNER HOUSE, FOLLOW
 ET0881'DIRT RD. TO TOP AND STATION MARK, ON THE N. SIDE OF TANK, AT N.
 ET0881'EDGE OF RD.
 ET0881'
 ET0881'STATION MARK--A USGS TABLET STAMPED PRESCOTT ET 1969 CRIMPED ONTO
 ET0881'COPPER ROD ENCASED IN 18 INCH OF SOIL PIPE.
 ET0881'
 ET0881'REFERENCE MARK NO. 1--A USGS TABLET STAMPED 1 1969 CRIMPED ONTO
 ET0881'COPPER ROD AND ENCASED IN 18 INCH OF SOIL PIPE, 0.6 FT. ABOVE
 ET0881'STATION MARK.
 ET0881'
 ET0881'REFERENCE MARK NO. 2--A USGS TABLET STAMPED 2 1969 CRIMPED ONTO
 ET0881'COPPER ROD AND ENCASED IN 18 INCH OF SOIL PIPE, 0.7 FT. BELOW
 ET0881'STATION MARK.
 ET0881
 ET0881                          STATION RECOVERY (2001)
 ET0881
 ET0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0881'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0892 ***********************************************************************
 ET0892  DESIGNATION -  PRESCOTT NORTH BASE RESET
 ET0892  PID         -  ET0892
 ET0892  STATE/COUNTY-  AZ/YAVAPAI
 ET0892  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0892
 ET0892                         *CURRENT SURVEY CONTROL
 ET0892  ___________________________________________________________________
 ET0892* NAD 83(1992)-  34 50 17.75958(N)    112 28 01.02631(W)     ADJUSTED  
 ET0892* NAVD 88     -      1380.9    (meters)    4531.     (feet)  VERTCON   
 ET0892  ___________________________________________________________________
 ET0892  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 ET0892  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 ET0892  HORZ ORDER  -  FIRST
 ET0892
 ET0892.The horizontal coordinates were established by classical geodetic methods
 ET0892.and adjusted by the National Geodetic Survey in August 1993.
 ET0892
 ET0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0892
 ET0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0892
 ET0892.The geoid height was determined by GEOID03.
 ET0892
 ET0892;                    North         East     Units Scale Factor Converg.
 ET0892;SPC AZ C     -   425,771.516   163,031.601   MT  0.99993121   -0 18 51.7
 ET0892;SPC AZ C     - 1,396,888.18    534,880.58   iFT  0.99993121   -0 18 51.7
 ET0892;UTM  12      - 3,856,088.703   365,870.236   MT  0.99982174   -0 50 17.3
 ET0892
 ET0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0892!SPC AZ C     -   0.99978737  x   0.99993121  =   0.99971859
 ET0892!UTM  12      -   0.99978737  x   0.99982174  =   0.99960914
 ET0892
 ET0892:                Primary Azimuth Mark                     Grid Az
 ET0892:SPC AZ C     -  DEL RIO WATER TANK                       126 09 26.0
 ET0892:UTM  12      -  DEL RIO WATER TANK                       126 40 51.6
 ET0892
 ET0892|---------------------------------------------------------------------|
 ET0892| PID    Reference Object                     Distance      Geod. Az  |
 ET0892|                                                           dddmmss.s |
 ET0892| ET0895 DEL RIO WATER TANK                  APPROX. 2.8 KM 1255034.3 |
 ET0892| CH3983 HIGHWAY 89 STA 1551+60 4440.26                     1263547.6 |
 ET0892| CH3984 PRESCOTT NORTH BASE AZ MK                          1375634.9 |
 ET0892| CH3982 PRESCOTT NORTH BASE AZ MK RESET                    1375626.5 |
 ET0892| CH3986 PRESCOTT NORTH BASE RM 2             16.028 METERS 19259     |
 ET0892| CH3985 PRESCOTT NORTH BASE RM 1             15.806 METERS 29043     |
 ET0892|---------------------------------------------------------------------|
 ET0892
 ET0892                          SUPERSEDED SURVEY CONTROL
 ET0892
 ET0892  NAD 83(1986)-  34 50 17.75774(N)    112 28 01.02380(W) AD(       ) 1
 ET0892  NAD 27      -  34 50 17.68700(N)    112 27 58.41400(W) AD(       ) 1
 ET0892  NGVD 29 (07/19/86) 1380.1    (m)         4528.     (f) VERT ANG    3  
 ET0892
 ET0892.Superseded values are not recommended for survey control.
 ET0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0892.See file dsdata.txt to determine how the superseded data were derived.
 ET0892
 ET0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6587056089(NAD 83)
 ET0892_MARKER: DD = SURVEY DISK
 ET0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0892
 ET0892  HISTORY     - Date     Condition        Report By
 ET0892  HISTORY     - 1973     MONUMENTED       USGS
 ET0892  HISTORY     - 1974     GOOD             NGS
 ET0892  HISTORY     - 1980     GOOD             AZDT
 ET0892
 ET0892                          STATION DESCRIPTION
 ET0892
 ET0892'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0892'RM 1 TO RM 2 NOT MEASURED.
 ET0892'
 ET0892'INSTRUMENT STAND 4.1 FEET ABOVE STATION MARK.
 ET0892'
 ET0892'NEW TO REACH--FROM CHINO VALLEY POST OFFICE, PROCEED N. ON U.S.
 ET0892'HIGHWAY 89 FOR 6.6 MI TO GATE ON LEFT, TURN LEFT, PASS THROUGH GATE,
 ET0892'FOLLOW RD. NW. ALONG TELEPHONE LINE FOR 0.3 MI TO T-RD. W., TURN
 ET0892'LEFT (W.) AND FOLLOW RD. FOR 0.1 MI TO BULLDOZED TRACK, TURN LEFT
 ET0892'(S.) ON BULLDOZED TRACK FOR 0.3 MI TO TOP OF LOW HILL AND
 ET0892'STATION MARK.
 ET0892'
 ET0892'NOTE--STATION MARK WAS DESTROYED.  STATION MARK RE-ESTABLISHED IN
 ET0892'ORIGINAL POSITION, USING PREVIOUS C AND GS DIRECTIONS AND REFERENCE
 ET0892'MARK MEASUREMENTS.
 ET0892'
 ET0892'STATION MARK--A STANDARD USGS TABLET STAMPED NORTH BASE 1919-1973,
 ET0892'SET IN CYLINDRICAL CONC. POST.  SUB-SURFACE MARK IS A STANDARD USGS
 ET0892'TABLET STAMPED NORTH BASE 1919-1973 SET IN CONC.
 ET0892
 ET0892                          STATION RECOVERY (1974)
 ET0892
 ET0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ET0892'THE ORIGINAL STATION MARK WAS DESTROYED BY A GRADED FIRE TRAIL AND
 ET0892'WAS FOUND REPLACED ON POSITION BY A USGS DISK.  REFERENCE MARKS 1
 ET0892'AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WHICH WAS
 ET0892'ESTABLISHED BY THE ARIZONA DEPARTMENT OF HIGHWAYS WAS NOT
 ET0892'RECOVERED.
 ET0892'
 ET0892'THE STATION MARK IS A USGS STATION DISK STAMPED, NORTH BASE 1919
 ET0892'1973.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 ET0892'PROJECTS 1 FOOT.  THE MARK IS SET IN THE CENTER OF THE GRADED FIRE
 ET0892'TRAIL.
 ET0892'
 ET0892'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, NORTH BASE NO 1 1919.
 ET0892'IT IS SET IN TOP OF A 14 INCH CONCRETE MONUMENT WHICH IS ROUNDED UP
 ET0892'TO THE DISK.  THE MARK PROJECTS ABOUT 7 INCHES AND IS ABOUT THE
 ET0892'SAME ELEVATION AS THE STATION.
 ET0892'
 ET0892'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, NORTH BASE 1919 NO 2
 ET0892'1944.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 ET0892'PROJECTS 4 INCHES.  IT IS 12 FEET WEST OF THE FIRE TRAIL AND ABOUT 2
 ET0892'FEET LOWER THAN THE STATION.
 ET0892'
 ET0892'THE 1974 AZIMUTH MARK IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK
 ET0892'STAMPED 1551+60 ELEV. 4440.26.  IT IS SET IN TOP OF A 6 INCH
 ET0892'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  34 FEET NORTH OF THE
 ET0892'NORTH END OF A CATTLE GUARD 1 FOOT EAST OF RIGHT OF WAY FENCELINE
 ET0892'AND 3 FEET NORTH OF AN ANGLE IRON MARKER POT 1551+60.
 ET0892'
 ET0892'TO REACH THE STATION FROM CHINO VALLEY SCHOOL IN CHINO VALLEY, GO
 ET0892'NORTH ALONG U.S. HIGHWAY 89 FOR 3.0 MILES TO ROAD 4 AND STATION
 ET0892'COTT ON THE LEFT, CONTINUE NORTH ALONG U.S. 89 FOR 3.3 MILES TO A
 ET0892'PAVED SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK, CONTINUE NORTH
 ET0892'FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT AT A GATE.  PASS THROUGH THE
 ET0892'GATE AND GO WEST FOR 1/4 MILE TO THE STATION ON TOP OF A RIDGE
 ET0892'KNOLL.
 ET0892'
 ET0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES NORTH
 ET0892'OF CHINO VALLEY.
 ET0892'
 ET0892'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET0892
 ET0892                          STATION RECOVERY (1980)
 ET0892
 ET0892'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0892'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE
 ET0892'ROUTE TO THE STATION REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0887 ***********************************************************************
 ET0887  DESIGNATION -  PRESCOTT SOUTH BASE
 ET0887  PID         -  ET0887
 ET0887  STATE/COUNTY-  AZ/YAVAPAI
 ET0887  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0887
 ET0887                         *CURRENT SURVEY CONTROL
 ET0887  ___________________________________________________________________
 ET0887* NAD 83(1992)-  34 41 58.41508(N)    112 25 06.76612(W)     ADJUSTED  
 ET0887* NAVD 88     -      1527.6    (meters)    5012.     (feet)  VERTCON   
 ET0887  ___________________________________________________________________
 ET0887  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 ET0887  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ET0887  HORZ ORDER  -  FIRST
 ET0887
 ET0887.The horizontal coordinates were established by classical geodetic methods
 ET0887.and adjusted by the National Geodetic Survey in August 1993.
 ET0887
 ET0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0887
 ET0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0887
 ET0887.The geoid height was determined by GEOID03.
 ET0887
 ET0887;                    North         East     Units Scale Factor Converg.
 ET0887;SPC AZ C     -   410,361.997   167,381.900   MT  0.99992605   -0 17 08.6
 ET0887;SPC AZ C     - 1,346,332.01    549,153.22   iFT  0.99992605   -0 17 08.6
 ET0887;UTM  12      - 3,840,641.885   370,079.256   MT  0.99980805   -0 48 27.6
 ET0887
 ET0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0887!SPC AZ C     -   0.99976436  x   0.99992605  =   0.99969043
 ET0887!UTM  12      -   0.99976436  x   0.99980805  =   0.99957246
 ET0887
 ET0887|---------------------------------------------------------------------|
 ET0887| PID    Reference Object                     Distance      Geod. Az  |
 ET0887|                                                           dddmmss.s |
 ET0887| CH3988 PRESCOTT SOUTH BASE RM 1             40.262 METERS 05234     |
 ET0887| ET0889 PRESCOTT AIRPORT AIRWAY BCN         APPROX. 5.6 KM 1901816.8 |
 ET0887| CH3989 PRESCOTT SOUTH BASE RM 2             17.873 METERS 19431     |
 ET0887| CH3955 HIGHWAY 89 MP 322.80                               2302744.2 |
 ET0887| ET0888 PRESCOTT RAD FINDER CEN TWR         APPROX. 5.2 KM 2992509.5 |
 ET0887| CH3987 PRESCOTT SOUTH BASE AZ MK                          3003543.6 |
 ET0887|---------------------------------------------------------------------|
 ET0887
 ET0887                          SUPERSEDED SURVEY CONTROL
 ET0887
 ET0887  NAD 83(1986)-  34 41 58.41280(N)    112 25 06.76376(W) AD(       ) 1
 ET0887  NAD 27      -  34 41 58.32900(N)    112 25 04.16200(W) AD(       ) 1
 ET0887  NGVD 29 (07/19/86) 1526.8    (m)         5009.     (f) VERT ANG    3  
 ET0887
 ET0887.Superseded values are not recommended for survey control.
 ET0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0887.See file dsdata.txt to determine how the superseded data were derived.
 ET0887
 ET0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7007940642(NAD 83)
 ET0887_MARKER: DD = SURVEY DISK
 ET0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0887_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0887
 ET0887  HISTORY     - Date     Condition        Report By
 ET0887  HISTORY     - 1919     MONUMENTED       CGS
 ET0887  HISTORY     - 1943     GOOD             USGS
 ET0887  HISTORY     - 1944     GOOD             CGS
 ET0887  HISTORY     - 1950     GOOD             CGS
 ET0887  HISTORY     - 1955     GOOD             CGS
 ET0887  HISTORY     - 1958     GOOD             CGS
 ET0887  HISTORY     - 1968     GOOD             AMS
 ET0887  HISTORY     - 1969     GOOD             USGS
 ET0887  HISTORY     - 1973     GOOD             USGS
 ET0887  HISTORY     - 1974     GOOD             NGS
 ET0887  HISTORY     - 1980     GOOD             AZDT
 ET0887
 ET0887                          STATION DESCRIPTION
 ET0887
 ET0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ET0887'STATION PRESCOTT SOUTH BASE IS LOCATED 13.6 MILES BY AUTOMOBILE
 ET0887'ROAD E OF N FROM PRESCOTT, 700 PACES W OF PRESCOTT-ASHFORK
 ET0887'AUTOMOBILE ROAD, 850 PACES W. 12 DEG S. OF WAGON-ROAD CROSSING
 ET0887'OVER S.F.P. AND P.RY., THE ONLY CROSSING IN THIS VICINITY, AND
 ET0887'ON THE HIGHEST PART OF A LOW RIDGE.  CIRCULAR MOUNDS OF CONCRETE
 ET0887'WERE BUILT AROUND STATION MARK AND REFERENCE MARK.
 ET0887'
 ET0887'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 ET0887'SET IN CONCRETE.  THE REFERENCE MARK IS AT ABOUT THE SAME
 ET0887'ELEVATION AS STATION MARK.
 ET0887'
 ET0887'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.20 METERS.
 ET0887
 ET0887                          STATION RECOVERY (1943)
 ET0887
 ET0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 ET0887'RECOVERED AS DESCRIBED BY NGS.
 ET0887
 ET0887                          STATION RECOVERY (1944)
 ET0887
 ET0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0887'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 ET0887'
 ET0887'STATION IS LOCATED ON THE HIGHEST PART OF A LOW RIDGE ABOUT
 ET0887'1-1/2 MILES E OF U.S. HIGHWAY 89, ABOUT 5 MILES N OF A SMALL
 ET0887'AIRPORT, AND 3/4 MILE W OF RAILROAD TRACKS.
 ET0887'
 ET0887'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET0887'PROJECTING 2 INCHES.  IT IS STAMPED SOUTH BASE 1919.
 ET0887'
 ET0887'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 ET0887'CONCRETE POST PROJECTING 6 INCHES.  IT IS STAMPED SOUTH BASE
 ET0887'NO 1 1919.
 ET0887'
 ET0887'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET0887'POST 2 INCHES BELOW GROUND.  IT IS STAMPED SOUTH BASE NO 2
 ET0887'1944.
 ET0887'
 ET0887'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE E END OF THE
 ET0887'S ABUTMENT OF CATTLE GUARD MENTIONED BELOW, 50 FEET E OF THE
 ET0887'CENTER LINE OF U.S. HIGHWAY 89, AND PROJECTS 8 INCHES.  IT IS
 ET0887'STAMPED SOUTH BASE 1944.
 ET0887'
 ET0887'TO REACH STATION FROM PRESCOTT, GO N ON U.S. HIGHWAY 89 FOR
 ET0887'6.7 MILES FROM THE COURTHOUSE TO ALTERNATE U.S. HIGHWAY 89.
 ET0887'TURN LEFT AND CONTINUE ON MAIN ROUTE FOR 7.5 MILES TO DIRT
 ET0887'ROAD ON RIGHT ABOUT 200 FEET S OF A WINDMILL AND SMALL BUILDINGS.
 ET0887'TURN RIGHT ONTO DIRT ROAD, CROSS CATTLE GUARD (AZIMUTH MARK IS
 ET0887'IN CATTLE-GUARD SUPPORT) AND GO 0.4 MILE TO DIM TRACKS ON
 ET0887'RIGHT.  TAKE DIM TRACK ROAD AND FOLLOW MAIN-TRAVELED ROAD
 ET0887'2.0 MILES TO RIDGE SADDLE AND BUSHES ON RIGHT.  TURN RIGHT,
 ET0887'OFF ROAD, AND GO ALONG TOP OF RIDGE 0.6 MILE TO HIGHEST POINT
 ET0887'AND STATION.
 ET0887
 ET0887                          STATION RECOVERY (1950)
 ET0887
 ET0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBG)
 ET0887'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 ET0887'E.H.B. IN 1944.  NO WITNESS POST IS REQUIRED.
 ET0887
 ET0887                          STATION RECOVERY (1955)
 ET0887
 ET0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0887'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 ET0887'BY E.H.B. IN 1944 IS ADEQUATE.
 ET0887
 ET0887                          STATION RECOVERY (1958)
 ET0887
 ET0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 ET0887'THE DESCRIPTION BY E.H.B. IN 1944 IS ADEQUATE.
 ET0887'
 ET0887'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 ET0887'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ET0887'
 ET0887'REFERENCE MARK NO. 2 WAS NOT RECOVERED AND IS PRESUMED TO BE
 ET0887'DESTROYED.
 ET0887
 ET0887                          STATION RECOVERY (1968)
 ET0887
 ET0887'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JMH)
 ET0887'STA. MARK R.M. NO 1 AND R.M. NO 2* RECOVERED IN GOOD CONDITION
 ET0887'AZ MK WAS NOT FOUND.  PRESUMED LOST, BY CONSTRUCTION OF NEW
 ET0887'CATTLE GUARD.
 ET0887'
 ET0887'CHANGE IN DESCRIPTION--FROM CATTLE GUARD, GO 0.7 MILE TO DIM
 ET0887'TRACKS ON RIGHT.  TAKE DIM TRACK ROAD AND FOLLOW MAIN-TRAVELED
 ET0887'ROAD 1.7 MILES TO RIDGE SADDLE AND BUSHES ON RIGHT.
 ET0887'
 ET0887'*R.M. NO 2 WAS REPORTED DESTROYED IN 1958.  IT IS IN GOOD
 ET0887'CONDITION, 2 INCHES BELOW SURFACE
 ET0887
 ET0887                          STATION RECOVERY (1969)
 ET0887
 ET0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GG)
 ET0887'NEW LOCATED AND TO REACH AS FOLLOWS--
 ET0887'
 ET0887'LOCATED ABOUT 11 MI. N. OF PRESCOTT.  ABOUT 2.5 MI. NE. OF
 ET0887'PRESCOTT AIRPORT.  ABOUT 1.5 MI. E. OF HIGHWAY 89.  ABOUT
 ET0887'1.0 MI. N. OF WOODEN POLE POWER LINE ON HIGHEST POINT OF
 ET0887'N.-S. MESA.
 ET0887'
 ET0887'TO REACH FROM HIGHWAY 89 AT AIRPORT RD. GO N. ON HIGHWAY 89
 ET0887'ABOUT 2.5 MI. TO WIRE GATE 0.2 MI. N. OF POWERLINE T.  PASS
 ET0887'THROUGH GATE AND FOLLOW POWERLINE RD. E. 1.2 MI. TO IRRIGATION
 ET0887'DITCH.  CROSS DITCH TO RD. FORK ABOUT 100 FT., TURN LEFT AND
 ET0887'GO 0.3 MI. TO TOP ON RD.  TURN RIGHT CROSS-COUNTRY TOWARD
 ET0887'MESA.  GO 0.2 MI. TO SADDLE ON MESA RIDGE.  TURN LEFT IN
 ET0887'SADDLE AND FOLLOW TOP OF MESA NE. 0.4 MI. TO TOP AND STATION.
 ET0887'
 ET0887'STATION MARK--STANDARD TABLET STAMPED SOUTH BASE 1919, SET IN
 ET0887'CONCRETE POST FLUSH WITH GROUND.
 ET0887'
 ET0887'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED SOUTH BASE NO
 ET0887'1 1919 SET IN CONCRETE POST.
 ET0887'
 ET0887'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED SOUTH BASE NO 2
 ET0887'1944 SET IN CONCRETE POST.  (DESTROYED, 1958) FOUND IN GOOD
 ET0887'CONDITION.  TABLET WAS BURIED.
 ET0887
 ET0887                          STATION RECOVERY (1973)
 ET0887
 ET0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0887'RECOVERED AS DESCRIBED BY NGS AND USGS.
 ET0887
 ET0887                          STATION RECOVERY (1974)
 ET0887
 ET0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 ET0887'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 ET0887'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 ET0887'MARK WAS DESTROYED WHEN AN OLD CATTLE GUARD WAS REPLACED AND A NEW
 ET0887'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 ET0887'
 ET0887'THE NEW AZIMUTH MARK IS AN ARIZONA DEPARTMENT OF HIGHWAYS DISK
 ET0887'STAMPED P AND M 1345 MP 322.80 1973.  IT IS SET IN A DRILL HOLE IN
 ET0887'A BURIED BOULDER WHICH PROJECTS ABOUT 1 INCH.  IT IS 0.15 MILE
 ET0887'NORTH OF A DOUBLE POWER LINE CROSSING AT THE TOP OF A HILL ALONG
 ET0887'THE WEST RIGHT OF WAY FENCE LINE AND 3 FEET EAST OF A WITNESS POST
 ET0887'AND SIGN IN THE FENCE LINE.
 ET0887'
 ET0887'TO REACH THE STATION FROM THE CHINO VALLEY GO SOUTH ALONG U.S.
 ET0887'HIGHWAY 89 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 ET0887'SOUTH FOR 0.1 MILE TO A GATE ON THE LEFT.  TURN LEFT AND GO
 ET0887'SOUTHEAST ALONG A GOOD DIRT ROAD FOR 1.3 MILES TO A FORD ACROSS AN
 ET0887'IRRIGATION DITCH.  CROSS THE DITCH AND TURN LEFT ALONG A
 ET0887'TRACK ROAD WHICH LEADS NORTH FOR 0.3 MILE TO A DIM TRACK ROAD ON
 ET0887'THE RIGHT.  TURN RIGHT AND FOLLOW THE DIM ROAD UP HILL AND ALONG
 ET0887'THE EAST RIDGE FOR 0.6 MILE TO THE STATION AT THE END OF THE
 ET0887'ROAD.
 ET0887'
 ET0887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 ET0887'SOUTH OF CHINO VALLEY.
 ET0887'
 ET0887'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET0887
 ET0887                          STATION RECOVERY (1980)
 ET0887
 ET0887'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0887'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZ1MUTN MARK WERE
 ET0887'RECOVERED AS DESCRIBED IN 1974.  THE ROUTE TO THE STATION REMAINS
 ET0887'UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0568 ***********************************************************************
 FR0568  DESIGNATION -  PRESS
 FR0568  PID         -  FR0568
 FR0568  STATE/COUNTY-  AZ/MOHAVE
 FR0568  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0568
 FR0568                         *CURRENT SURVEY CONTROL
 FR0568  ___________________________________________________________________
 FR0568* NAD 83(1992)-  35 10 20.72113(N)    113 42 39.89789(W)     ADJUSTED  
 FR0568* NAVD 88     -      1173.023  (meters)    3848.49   (feet)  POSTED    
 FR0568  ___________________________________________________________________
 FR0568  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FR0568  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0568  DYNAMIC HT  -        1171.580 (meters)    3843.76  (feet)  COMP
 FR0568  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 FR0568
 FR0568  HORZ ORDER  -  SECOND
 FR0568  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0568
 FR0568.The horizontal coordinates were established by classical geodetic methods
 FR0568.and adjusted by the National Geodetic Survey in August 1993.
 FR0568
 FR0568.The orthometric height was determined by differential leveling
 FR0568.and adjusted by the  in 1992.
 FR0568.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0568.rate of 0.0 thru 1.0 mm/km.
 FR0568
 FR0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0568
 FR0568.The geoid height was determined by GEOID03.
 FR0568
 FR0568.The dynamic height is computed by dividing the NAVD 88
 FR0568.geopotential number by the normal gravity value computed on the
 FR0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0568.degrees latitude (g = 980.6199 gals.).
 FR0568
 FR0568.The modeled gravity was interpolated from observed gravity values.
 FR0568
 FR0568;                    North         East     Units Scale Factor Converg.
 FR0568;SPC AZ W     -   462,717.349   216,904.980   MT  0.99993349   +0 01 20.7
 FR0568;SPC AZ W     - 1,518,101.54    711,630.51   iFT  0.99993349   +0 01 20.7
 FR0568;UTM  12      - 3,895,530.678   253,098.036   MT  1.00035135   -1 33 44.9
 FR0568
 FR0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0568!SPC AZ W     -   0.99982027  x   0.99993349  =   0.99975377
 FR0568!UTM  12      -   0.99982027  x   1.00035135  =   1.00017156
 FR0568
 FR0568|---------------------------------------------------------------------|
 FR0568| PID    Reference Object                     Distance      Geod. Az  |
 FR0568|                                                           dddmmss.s |
 FR0568| FR0567 PRESS RM 1                            9.946 METERS 17556     |
 FR0568| FR0566 PRESS RM 2                           12.683 METERS 26621     |
 FR0568| FR0565 PRESS AZ MK                                        2791858.4 |
 FR0568|---------------------------------------------------------------------|
 FR0568
 FR0568                          SUPERSEDED SURVEY CONTROL
 FR0568
 FR0568  NAD 83(1986)-  35 10 20.72097(N)    113 42 39.89985(W) AD(       ) 2
 FR0568  NAD 27      -  35 10 20.71010(N)    113 42 37.10400(W) AD(       ) 2
 FR0568  NGVD 29 (??/??/92) 1172.195  (m)         3845.78   (f) ADJ UNCH    2 0
 FR0568
 FR0568.Superseded values are not recommended for survey control.
 FR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0568.See file dsdata.txt to determine how the superseded data were derived.
 FR0568
 FR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5309895531(NAD 83)
 FR0568_MARKER: DE = TRAVERSE STATION DISK
 FR0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0568_STAMPING: PRESS 1961
 FR0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0568+STABILITY: SURFACE MOTION
 FR0568
 FR0568  HISTORY     - Date     Condition        Report By
 FR0568  HISTORY     - 1961     MONUMENTED       CGS
 FR0568  HISTORY     - 1962     GOOD             NGS
 FR0568
 FR0568                          STATION DESCRIPTION
 FR0568
 FR0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0568'STATION IS LOCATED ABOUT 20 MILES EAST OF KINGMAN, ABOUT 18
 FR0568'MILES SOUTH-SOUTHWEST OF HACKBERRY, ABOUT 4-1/2 MILES WEST OF
 FR0568'HACKBERRY ROAD AND JUST SOUTH OF MIDDLE ONE OF THREE PIPELINES.
 FR0568'
 FR0568'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0568'93 IN THE NORTHEAST END OF KINGMAN, GO EASTERLY ON STATE ROUTE
 FR0568'93 FOR 12.85 MILES TO MILE POST 86, CONTINUE SOUTHEAST ON STATE
 FR0568'ROUTE 93 FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 FR0568'NORTHERLY FOR 1.25 MILES TO A CATTLE GUARD, CONTINUE NORTHERLY
 FR0568'FOR 0.05 MILE TO FORK, (AND ON MAIN ROAD FOR 0.95 MILE TO
 FR0568'PIPELINE, CONTINUE NORTHERLY FOR 0.05 MILE TO ANOTHER PIPELINE,
 FR0568'TURN RIGHT AT THIS PIPELINE AND FOLLOW PIPELINE ROAD EAST FOR
 FR0568'1.5 MILE TO A IRON GATE PAINTED WHITE, CONTINUE EAST FOR 2.45
 FR0568'MILES TO A FENCED IN PIPELINE HIGH PRESSURE VALVE, CONTINUE
 FR0568'EAST FOR 0.25 MILE TO THE AZIMUTH MARK ON LEFT, CONTINUE EAST
 FR0568'ON PIPELINE ROAD FOR 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
 FR0568'
 FR0568'STATION MARK, A STANDARD TRAVERSE DISK STAMPED PRESS 1961,
 FR0568'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0568'PROJECTS ABOUT 3 INCHES.  THE MARK IS 85 FEET SOUTH OF THE CENTER
 FR0568'OF GATE, 18 FEET SOUTH OF NORTH EDGE OF EMBANKMENT AND 3.4 FEET
 FR0568'WEST OF THE WITNESS POST AND FENCE.
 FR0568'
 FR0568'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED PRESS NO 1
 FR0568'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0568'PROJECTS ABOUT 6 INCHES.  THE MARK IS 118 FEET SOUTH OF THE
 FR0568'CENTER OF GATE, 32.8 FEET SOUTH OF THE WITNESS POST AND 1 FOOT
 FR0568'WEST OF THE FENCE.
 FR0568'
 FR0568'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED PRESS NO 2
 FR0568'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0568'PROJECTS ABOUT 6 INCHES.  THE MARK IS 99 FEET SOUTHWEST OF THE
 FR0568'CENTER OF GATE, 90 FEET SOUTH OF THE CENTER OF ROAD AND 45
 FR0568'FEET WEST OF THE WITNESS POST AND FENCE.
 FR0568'
 FR0568'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED PRESS 1961, IS
 FR0568'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 FR0568'ABOUT 5 INCHES.  THE MARK IS 140 FEET NORTHWEST OF PIPELINE
 FR0568'MARKER POST 376, 162 FEET SOUTH OF TELEPHONE LINE, 28 FEET NORTH
 FR0568'OF THE CENTER OF PIPELINE ROAD AND 2.6 FEET SOUTH OF WITNESS
 FR0568'POST.
 FR0568'
 FR0568'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0568
 FR0568                          STATION RECOVERY (1962)
 FR0568
 FR0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0568'21.95 MI NE FROM KINGMAN.
 FR0568'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0568'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0568'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0568'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0568'MILE NORTH TO A ROAD FORK AND A RANCH HOUSE ON THE LEFT, TAKE THE
 FR0568'RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE LINE,
 FR0568'THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7 MILE
 FR0568'EAST ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE,
 FR0568'THENCE 3.3 MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE
 FR0568'LINE AND A GATE, 85 FEET SOUTH OF THE CENTER OF THE PIPE LINE ROAD,
 FR0568'77.5 FEET SOUTH OF THE SOUTH END OF A METAL GATE, 3 FEET WEST OF A
 FR0568'FENCE, 3.3 FEET WEST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE
 FR0568'LEVEL OF THE PIPE LINE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FR0568'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0565 ***********************************************************************
 FR0565  DESIGNATION -  PRESS AZ MK
 FR0565  PID         -  FR0565
 FR0565  STATE/COUNTY-  AZ/MOHAVE
 FR0565  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0565
 FR0565                         *CURRENT SURVEY CONTROL
 FR0565  ___________________________________________________________________
 FR0565* NAD 83(1986)-  35 10 24.     (N)    113 43 08.     (W)     SCALED    
 FR0565* NAVD 88     -      1182.561  (meters)    3879.79   (feet)  POSTED    
 FR0565  ___________________________________________________________________
 FR0565  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0565  DYNAMIC HT  -        1181.100 (meters)    3874.99  (feet)  COMP
 FR0565  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 FR0565
 FR0565  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0565
 FR0565.The horizontal coordinates were scaled from a topographic map and have
 FR0565.an estimated accuracy of +/- 6 seconds.
 FR0565
 FR0565.The orthometric height was determined by differential leveling
 FR0565.and adjusted by the  in 1992.
 FR0565.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0565.rate of 0.0 thru 1.0 mm/km.
 FR0565
 FR0565.The geoid height was determined by GEOID03.
 FR0565
 FR0565.The dynamic height is computed by dividing the NAVD 88
 FR0565.geopotential number by the normal gravity value computed on the
 FR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0565.degrees latitude (g = 980.6199 gals.).
 FR0565
 FR0565.The modeled gravity was interpolated from observed gravity values.
 FR0565
 FR0565;                    North         East    Units  Estimated Accuracy
 FR0565;SPC AZ W     -   462,820.      216,190.      MT  (+/- 180 meters Scaled)
 FR0565
 FR0565                          SUPERSEDED SURVEY CONTROL
 FR0565
 FR0565  NGVD 29 (??/??/92) 1181.731  (m)         3877.06   (f) ADJ UNCH    2 0
 FR0565
 FR0565.Superseded values are not recommended for survey control.
 FR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0565.See file dsdata.txt to determine how the superseded data were derived.
 FR0565
 FR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD523956(NAD 83)
 FR0565_MARKER: DZ = AZIMUTH MARK DISK
 FR0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0565_STAMPING: PRESS 1961
 FR0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0565+STABILITY: SURFACE MOTION
 FR0565
 FR0565  HISTORY     - Date     Condition        Report By
 FR0565  HISTORY     - 1961     MONUMENTED       CGS
 FR0565  HISTORY     - 1962     GOOD             NGS
 FR0565
 FR0565                          STATION DESCRIPTION
 FR0565
 FR0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0565'21.45 MI NE FROM KINGMAN.
 FR0565'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0565'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0565'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0565'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0565'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0565'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE
 FR0565'LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7
 FR0565'MILES EAST ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE
 FR0565'THENCE 2.8 MILE EAST ALONG THE PIPE LINE AND ABOUT 0.2 MILE EAST OF A
 FR0565'WHITE PAINTED PIPE FENCE AROUND A PIPE LINE VALVE, 28 FEET NORTH OF
 FR0565'THE CENTER OF THE PIPE LINE ROAD, 167 FEET SOUTH OF TELEPHONE POLE NO.
 FR0565'6, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 FR0565'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FR0565'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0567 ***********************************************************************
 FR0567  DESIGNATION -  PRESS RM 1
 FR0567  PID         -  FR0567
 FR0567  STATE/COUNTY-  AZ/MOHAVE
 FR0567  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0567
 FR0567                         *CURRENT SURVEY CONTROL
 FR0567  ___________________________________________________________________
 FR0567* NAD 83(1986)-  35 10 20.     (N)    113 42 40.     (W)     SCALED    
 FR0567* NAVD 88     -      1172.260  (meters)    3845.99   (feet)  POSTED    
 FR0567  ___________________________________________________________________
 FR0567  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0567  DYNAMIC HT  -        1170.820 (meters)    3841.27  (feet)  COMP
 FR0567  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 FR0567
 FR0567  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0567
 FR0567.The horizontal coordinates were scaled from a topographic map and have
 FR0567.an estimated accuracy of +/- 6 seconds.
 FR0567
 FR0567.The orthometric height was determined by differential leveling
 FR0567.and adjusted by the  in 1992.
 FR0567.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0567.rate of 0.0 thru 1.0 mm/km.
 FR0567
 FR0567.The geoid height was determined by GEOID03.
 FR0567
 FR0567.The dynamic height is computed by dividing the NAVD 88
 FR0567.geopotential number by the normal gravity value computed on the
 FR0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0567.degrees latitude (g = 980.6199 gals.).
 FR0567
 FR0567.The modeled gravity was interpolated from observed gravity values.
 FR0567
 FR0567;                    North         East    Units  Estimated Accuracy
 FR0567;SPC AZ W     -   462,700.      216,900.      MT  (+/- 180 meters Scaled)
 FR0567
 FR0567                          SUPERSEDED SURVEY CONTROL
 FR0567
 FR0567  NGVD 29 (??/??/92) 1171.432  (m)         3843.27   (f) ADJ UNCH    2 0
 FR0567
 FR0567.Superseded values are not recommended for survey control.
 FR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0567.See file dsdata.txt to determine how the superseded data were derived.
 FR0567
 FR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD530955(NAD 83)
 FR0567_MARKER: DR = REFERENCE MARK DISK
 FR0567_SETTING: 0 = UNSPECIFIED SETTING
 FR0567_STAMPING: PRESS NO 1 1961
 FR0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0567
 FR0567  HISTORY     - Date     Condition        Report By
 FR0567  HISTORY     - 1961     MONUMENTED       CGS
 FR0567  HISTORY     - 1962     GOOD             NGS
 FR0567
 FR0567                          STATION DESCRIPTION
 FR0567
 FR0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0567'21.95 MI NE FROM KINGMAN.
 FR0567'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0567'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0567'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0567'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0567'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0567'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE
 FR0567'LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7
 FR0567'MILES EAST ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE,
 FR0567'THENCE 3.3 MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE
 FR0567'LINE AND A GATE, 118 FEET SOUTH OF THE CENTERLINE OF ROAD, 110.5 FEET
 FR0567'SOUTH OF THE SOUTH END OF A METAL GATE, 32.7 FEET SOUTH OF TRAVERSE
 FR0567'STATION PRESS, 32.4 FEET SOUTH OF A METAL WITNESS POST, 6.0 FEET ABOVE
 FR0567'THE LEVEL OF THE ROAD, AND PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0566 ***********************************************************************
 FR0566  DESIGNATION -  PRESS RM 2
 FR0566  PID         -  FR0566
 FR0566  STATE/COUNTY-  AZ/MOHAVE
 FR0566  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0566
 FR0566                         *CURRENT SURVEY CONTROL
 FR0566  ___________________________________________________________________
 FR0566* NAD 83(1986)-  35 10 20.     (N)    113 42 40.     (W)     SCALED    
 FR0566* NAVD 88     -      1172.454  (meters)    3846.63   (feet)  POSTED    
 FR0566  ___________________________________________________________________
 FR0566  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0566  DYNAMIC HT  -        1171.010 (meters)    3841.89  (feet)  COMP
 FR0566  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 FR0566
 FR0566  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0566
 FR0566.The horizontal coordinates were scaled from a topographic map and have
 FR0566.an estimated accuracy of +/- 6 seconds.
 FR0566
 FR0566.The orthometric height was determined by differential leveling
 FR0566.and adjusted by the  in 1992.
 FR0566.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0566.rate of 0.0 thru 1.0 mm/km.
 FR0566
 FR0566.The geoid height was determined by GEOID03.
 FR0566
 FR0566.The dynamic height is computed by dividing the NAVD 88
 FR0566.geopotential number by the normal gravity value computed on the
 FR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0566.degrees latitude (g = 980.6199 gals.).
 FR0566
 FR0566.The modeled gravity was interpolated from observed gravity values.
 FR0566
 FR0566;                    North         East    Units  Estimated Accuracy
 FR0566;SPC AZ W     -   462,700.      216,900.      MT  (+/- 180 meters Scaled)
 FR0566
 FR0566                          SUPERSEDED SURVEY CONTROL
 FR0566
 FR0566  NGVD 29 (??/??/92) 1171.626  (m)         3843.91   (f) ADJ UNCH    2 0
 FR0566
 FR0566.Superseded values are not recommended for survey control.
 FR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0566.See file dsdata.txt to determine how the superseded data were derived.
 FR0566
 FR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD530955(NAD 83)
 FR0566_MARKER: DR = REFERENCE MARK DISK
 FR0566_SETTING: 0 = UNSPECIFIED SETTING
 FR0566_STAMPING: PRESS NO 2 1961
 FR0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0566
 FR0566  HISTORY     - Date     Condition        Report By
 FR0566  HISTORY     - 1961     MONUMENTED       CGS
 FR0566  HISTORY     - 1962     GOOD             NGS
 FR0566
 FR0566                          STATION DESCRIPTION
 FR0566
 FR0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0566'21.95 MI NE FROM KINGMAN.
 FR0566'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0566'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0566'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0566'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0566'MILE NORTH TO A FORK IN THE ROAD AND RANCH HOUSE ON THE LEFT, TAKE THE
 FR0566'RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE LINE,
 FR0566'THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7 MILES
 FR0566'EAST ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND GATE, THENCE
 FR0566'3.3 MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE LINE
 FR0566'AND A GATE, 92 FEET SOUTHWEST OF THE SOUTH END OF A METAL GATE, 90
 FR0566'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 45 FEET WEST OF THE FENCE,
 FR0566'41.7 FEET WEST OF TRAVERSE STATION PRESS, 44.9 FEET WEST OF A METAL
 FR0566'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, PROJECTING 5
 FR0566'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0586 ***********************************************************************
 GP0586  DESIGNATION -  PRESTON
 GP0586  PID         -  GP0586
 GP0586  STATE/COUNTY-  AZ/COCONINO
 GP0586  USGS QUAD   -  PRESTON MESA NORTH (1982)
 GP0586
 GP0586                         *CURRENT SURVEY CONTROL
 GP0586  ___________________________________________________________________
 GP0586* NAD 83(1992)-  36 22 47.93508(N)    111 12 11.35878(W)     ADJUSTED  
 GP0586* NAVD 88     -      2062.6    (meters)    6767.     (feet)  VERTCON   
 GP0586  ___________________________________________________________________
 GP0586  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 GP0586  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 GP0586  HORZ ORDER  -  THIRD
 GP0586
 GP0586.The horizontal coordinates were established by classical geodetic methods
 GP0586.and adjusted by the National Geodetic Survey in August 1993.
 GP0586
 GP0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0586
 GP0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0586
 GP0586.The geoid height was determined by GEOID03.
 GP0586
 GP0586;                    North         East     Units Scale Factor Converg.
 GP0586;SPC AZ C     -   596,908.868   277,376.881   MT  0.99995048   +0 25 23.6
 GP0586;SPC AZ C     - 1,958,362.43    910,029.14   iFT  0.99995048   +0 25 23.6
 GP0586;UTM  12      - 4,026,114.508   481,778.332   MT  0.99960409   -0 07 13.8
 GP0586
 GP0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0586!SPC AZ C     -   0.99967993  x   0.99995048  =   0.99963043
 GP0586!UTM  12      -   0.99967993  x   0.99960409  =   0.99928415
 GP0586
 GP0586|---------------------------------------------------------------------|
 GP0586| PID    Reference Object                     Distance      Geod. Az  |
 GP0586|                                                           dddmmss.s |
 GP0586| CH3992 PRESTON RM 1                          7.037 METERS 05713     |
 GP0586| GP0584 WILDCAT                             APPROX.14.7 KM 0915315.9 |
 GP0586| CH3993 PRESTON RM 2                         18.536 METERS 32947     |
 GP0586|---------------------------------------------------------------------|
 GP0586
 GP0586                          SUPERSEDED SURVEY CONTROL
 GP0586
 GP0586  NAD 83(1986)-  36 22 47.93541(N)    111 12 11.35636(W) AD(       ) 3
 GP0586  NAD 27      -  36 22 47.98042(N)    111 12 08.78231(W) AD(       ) 3
 GP0586  NGVD 29 (07/19/86) 2061.6    (m)         6764.     (f) VERT ANG    3  
 GP0586
 GP0586.Superseded values are not recommended for survey control.
 GP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0586.See file dsdata.txt to determine how the superseded data were derived.
 GP0586
 GP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8177826115(NAD 83)
 GP0586_MARKER: DD = SURVEY DISK
 GP0586_SETTING: 66 = SET IN ROCK OUTCROP
 GP0586
 GP0586  HISTORY     - Date     Condition        Report By
 GP0586  HISTORY     - 1970     MONUMENTED       USGS
 GP0586
 GP0586                          STATION DESCRIPTION
 GP0586
 GP0586'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0586'INSTRUMENT TRIPOD 4.4 FT ABOVE STATION MARK.
 GP0586'
 GP0586'LOCATED ABOUT 17.0 MI N. OF TUBA CITY.  15.0 MI NW. OF TONALEA ON
 GP0586'A ROCKY PROJECTION.  AT THE N. END OF PRESTON MESA.
 GP0586'
 GP0586'TO REACH FROM TONALEA POST OFFICE DRIVE S. ON U. S. HIGHWAY 164 FOR
 GP0586'0.35 MI.  TURN RIGHT ON GRAVEL RD. PAST TONALEA SCHOOL FOR 9.8
 GP0586'MI TO RD. FORK LEFT, (0.1 MI E. OF WHITE MESA COMMUNITY HOGAN).
 GP0586'TURN LEFT AND FOLLOW MAIN-TRAVELED DIRT RD. FOR 11.0 MI TO PRESTON
 GP0586'MESA.  PASS THROUGH GATE NEAR RIM OF MESA AND TURN RIGHT
 GP0586'CROSS-COUNTRY FOR 0.1 MI TO BASE OF STEEP HILL AND END OF TRUCK
 GP0586'TRAVEL.  PACK UP HILL TO TOP AND STATION.  ABOUT A 5 MINUTE PACK.
 GP0586'
 GP0586'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED PRESTON 1970
 GP0586'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 GP0586'
 GP0586'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0586'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 GP0586'
 GP0586'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0586'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1133 ***********************************************************************
 CG1133  DESIGNATION -  PRESUMIDO
 CG1133  PID         -  CG1133
 CG1133  STATE/COUNTY-  AZ/PIMA
 CG1133  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG1133
 CG1133                         *CURRENT SURVEY CONTROL
 CG1133  ___________________________________________________________________
 CG1133* NAD 83(1992)-  31 34 00.19467(N)    111 37 16.11669(W)     ADJUSTED  
 CG1133* NAVD 88     -      1466.     (meters)    4810.     (feet)  SCALED    
 CG1133  ___________________________________________________________________
 CG1133  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 CG1133  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CG1133  HORZ ORDER  -  FIRST
 CG1133
 CG1133.The horizontal coordinates were established by classical geodetic methods
 CG1133.and adjusted by the National Geodetic Survey in August 1993.
 CG1133
 CG1133.The orthometric height was scaled from a topographic map.
 CG1133
 CG1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1133
 CG1133.The geoid height was determined by GEOID03.
 CG1133
 CG1133;                    North         East     Units Scale Factor Converg.
 CG1133;SPC AZ C     -    62,866.384   241,412.680   MT  0.99990970   +0 09 16.9
 CG1133;SPC AZ C     -   206,254.54    792,036.35   iFT  0.99990970   +0 09 16.9
 CG1133;UTM  12      - 3,492,578.860   441,054.929   MT  0.99964285   -0 19 30.6
 CG1133
 CG1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1133!SPC AZ C     -   0.99977466  x   0.99990970  =   0.99968438
 CG1133!UTM  12      -   0.99977466  x   0.99964285  =   0.99941759
 CG1133
 CG1133:                Primary Azimuth Mark                     Grid Az
 CG1133:SPC AZ C     -  BOUNDARY MON 142 A MX US                 249 45 06.1
 CG1133:UTM  12      -  BOUNDARY MON 142 A MX US                 250 13 53.6
 CG1133
 CG1133|---------------------------------------------------------------------|
 CG1133| PID    Reference Object                     Distance      Geod. Az  |
 CG1133|                                                           dddmmss.s |
 CG1133| CG1134 BOUNDARY MON 142 A MX US            APPROX. 9.5 KM 2495423.0 |
 CG1133| CH6140 PRESUMIDO RM 1                       17.301 METERS 26353     |
 CG1133| CH6141 PRESUMIDO RM 2                       13.060 METERS 32605     |
 CG1133|---------------------------------------------------------------------|
 CG1133
 CG1133                          SUPERSEDED SURVEY CONTROL
 CG1133
 CG1133  NAD 83(1986)-  31 34 00.18532(N)    111 37 16.11591(W) AD(       ) 1
 CG1133  NAD 27      -  31 33 59.86800(N)    111 37 13.71800(W) AD(       ) 1
 CG1133
 CG1133.Superseded values are not recommended for survey control.
 CG1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1133.See file dsdata.txt to determine how the superseded data were derived.
 CG1133
 CG1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4105592579(NAD 83)
 CG1133_MARKER: DS = TRIANGULATION STATION DISK
 CG1133_SETTING: 66 = SET IN ROCK OUTCROP
 CG1133
 CG1133  HISTORY     - Date     Condition        Report By
 CG1133  HISTORY     - 1935     MONUMENTED       CGS
 CG1133  HISTORY     - 1968     GOOD             AMS
 CG1133
 CG1133                          STATION DESCRIPTION
 CG1133
 CG1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1133'TO REACH FROM SASABE, GO NORTH FOR 4.6 MILES AND TURN LEFT
 CG1133'AT BROWN MAIL BOX WITH ARROW POINTING DIRECTION PRESUMIDO
 CG1133'ROAD, GO 1.8 MILES, TURN SHARP RIGHT AND GO 0.5 MILE TO
 CG1133'GATE (GAME RESERVE), CONTINUE ON FOR 3.0 MILES TO END OF
 CG1133'TRUCK TRAVEL.  THIS POINT CAN ALSO BE REACHED FROM SAN MIGUEL
 CG1133'BY GOING SOUTH TO THE BOUNDARY FENCE.  HERE TURN LEFT, GO 3.6
 CG1133'MILES TO BOUNDARY MONUMENT NO. 142, CONTINUE 6.4 MILES TO GATE,
 CG1133'CONTINUE 0.1 MILE TO STORE BUILDING, CONTINUE 3.9 MILES TO
 CG1133'SAME END OF TRUCK TRAVEL.  ON FOOT GO UP THE HILL TO THE
 CG1133'WESTWARD TO THE SUMMIT OF THE RIDGE, THENCE FOLLOW THE RIDGE TO
 CG1133'THE RIGHT TO THE FIRST HIGH SUMMIT AND STATION.  MARKED
 CG1133'BY A STANDARD BRONZE DISK.
 CG1133'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1133'IS 17.301 METERS (56.76 FEET) FROM STATION S 83 DEG
 CG1133'53 MIN W. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG1133'REFERENCE DISK, IS 13.060 METERS (42.85 FEET)
 CG1133'FROM STATION N 33 DEG 55 MIN W. BOUNDARY
 CG1133'MONUMENT NO. 142A (I.B.C.) MAY BE USED AS AN AZIMUTH MARK.
 CG1133
 CG1133                          STATION RECOVERY (1968)
 CG1133
 CG1133'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 CG1133'TO REACH FROM SASABE, GO NORTH FOR 7.1 MILES.  TURN LEFT AND
 CG1133'GO 4.1 MILES TO THE AROS RANCH CORRALS TURN LEFT, SOUTH,
 CG1133'0.05 MILES TO A GATE, GO THROUGH GATE AND FOLLOW THE ROAD SOUTH
 CG1133'SOUTHWEST FOR 1.2 MILES.  TURN RIGHT, (WEST), TO BASE OF HILLSAND
 CG1133'END OF TRUCK TRAVEL.  CLIMB TO THE WEST.  THEN FOLLOW RIDGE WEST
 CG1133'NORTHWEST TO THE HIGH SUMMIT AND STA.  STATION MARK AND
 CG1133'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CG1133'
 CG1133'THE LISTED AZIMUTHS FOR R.M. NO. 1 AND R.M. NO. 2 WERE NOT
 CG1133'CHECKED WHEN OBSERVED AT THIS DATE.  LISTED FOR R.M. NO. 1
 CG1133'83 DEG 53 MIN.  OBSERVED 253 DEG 03 MIN.  FOR R.M. NO. 2, LISTED
 CG1133'146 DEG 05 MIN OBSERVED 315 DEG 15 MIN.  DIFFERENCE OBSERVED=169
 CG1133'DEG 10 MIN.  IT APPEARS THAT SOME MIX-UP IN INITIAL STATIONS
 CG1133'COULD BE INVOLVED.  SINCE THE DIFFERENCE IN AZIMUTH ON THE LINES
 CG1133'PRESUMIDO TO CHOULIC AND PRESUMIDO TO POZORA IS 169 DEG 10 MIN 10
 CG1133'SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0934 ***********************************************************************
 FR0934  DESIGNATION -  PRICE
 FR0934  PID         -  FR0934
 FR0934  STATE/COUNTY-  AZ/MOHAVE
 FR0934  USGS QUAD   -  PRICE POINT (1967)
 FR0934
 FR0934                         *CURRENT SURVEY CONTROL
 FR0934  ___________________________________________________________________
 FR0934* NAD 83(1992)-  35 59 11.16254(N)    113 25 27.96182(W)     ADJUSTED  
 FR0934* NAVD 88     -      2009.     (meters)    6591.     (feet)  SCALED    
 FR0934  ___________________________________________________________________
 FR0934  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 FR0934  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 FR0934  HORZ ORDER  -  FIRST
 FR0934
 FR0934.The horizontal coordinates were established by classical geodetic methods
 FR0934.and adjusted by the National Geodetic Survey in August 1993.
 FR0934
 FR0934.The orthometric height was scaled from a topographic map.
 FR0934
 FR0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0934
 FR0934.The geoid height was determined by GEOID03.
 FR0934
 FR0934;                    North         East     Units Scale Factor Converg.
 FR0934;SPC AZ W     -   553,075.222   242,717.364   MT  0.99994395   +0 11 28.7
 FR0934;SPC AZ W     - 1,814,551.25    796,316.81   iFT  0.99994395   +0 11 28.7
 FR0934;SPC AZ C     -   554,059.084    77,399.568   MT  1.00012771   -0 53 09.9
 FR0934;SPC AZ C     - 1,817,779.15    253,935.59   iFT  1.00012771   -0 53 09.9
 FR0934;UTM  12      - 3,985,161.913   281,433.765   MT  1.00018867   -1 25 30.5
 FR0934
 FR0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0934!SPC AZ W     -   0.99968875  x   0.99994395  =   0.99963272
 FR0934!SPC AZ C     -   0.99968875  x   1.00012771  =   0.99981642
 FR0934!UTM  12      -   0.99968875  x   1.00018867  =   0.99987736
 FR0934
 FR0934|---------------------------------------------------------------------|
 FR0934| PID    Reference Object                     Distance      Geod. Az  |
 FR0934|                                                           dddmmss.s |
 FR0934| CH3995 PRICE RM 2                            5.805 METERS 01255     |
 FR0934| FR0933 PRICE CAIRN                           2.300 METERS 05841     |
 FR0934| CH3119 PRICE RM 3 AZIMUTH                                 22313     |
 FR0934| FR0983 TWIN                                APPROX.20.0 KM 2663229.6 |
 FR0934| CH3994 PRICE RM 1                            8.937 METERS 28654     |
 FR0934|---------------------------------------------------------------------|
 FR0934
 FR0934                          SUPERSEDED SURVEY CONTROL
 FR0934
 FR0934  NAD 83(1986)-  35 59 11.15552(N)    113 25 27.96076(W) AD(       ) 1
 FR0934  NAD 27      -  35 59 11.20200(N)    113 25 25.19700(W) AD(       ) 1
 FR0934
 FR0934.Superseded values are not recommended for survey control.
 FR0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0934.See file dsdata.txt to determine how the superseded data were derived.
 FR0934
 FR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8143485162(NAD 83)
 FR0934_MARKER: DS = TRIANGULATION STATION DISK
 FR0934_SETTING: 66 = SET IN ROCK OUTCROP
 FR0934
 FR0934  HISTORY     - Date     Condition        Report By
 FR0934  HISTORY     - 1935     MONUMENTED       CGS
 FR0934  HISTORY     - 1952     GOOD             CGS
 FR0934
 FR0934                          STATION DESCRIPTION
 FR0934
 FR0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0934'STATION IS LOCATED ON THE EASTERN RIM OF THE SHIVWITZ PLATEAU
 FR0934'ON WHAT IS LOCALLY KNOWN AS JOE PRICE MOUNTAIN.  IT IS
 FR0934'APPROXIMATELY 11 MILES (AIR LINE) SE OF MT. DELLENBAUGH.
 FR0934'
 FR0934'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FR0934'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FR0934'
 FR0934'THE AZIMUTH MARK IS 1/8 MILE SW OF STATION ON HIGH POINT OF
 FR0934'RIM.
 FR0934'
 FR0934'REACHED FROM ST. GEORGE AS FOLLOWS--GO S 10 MILES TO LITTLE
 FR0934'ARIZONA, THEN S 20 MILES TO WOLF HOTEL.  CONTINUE S 0.1 MILE,
 FR0934'TAKE LEFT FORK GO 3.2 MILES, TAKE RIGHT FORK AS PER SIGN
 FR0934'PARASHANT, GO 10.0 MILES, TAKE TWO LEFT FORKS, GO 1.1 MILES,
 FR0934'TAKE RIGHT THEN LEFT FORK TURNING S UP A WASH, GO 8.2 MILES, KEEP
 FR0934'STRAIGHT AHEAD AT CROSSROADS, GO 5.0 MILES, TAKE RIGHT FORK,
 FR0934'GO 0.5 MILE, GO 4.0 MILES TAKE RIGHT FORK, GO 4.2 MILES, TAKE
 FR0934'LEFT FORK, GO 3.6 MILES, PASS THROUGH GATE, GO 2.2 MILES,
 FR0934'PASS THROUGH GATE, GO 0.5 MILE, TAKE RIGHT FORK, GO 1.0 MILE,
 FR0934'TAKE LEFT FORK, GO 5.4 MILES, PASS THROUGH GATE, GO 1.2
 FR0934'MILES TO THE OAK GROVE RANCH.  PASS TO THE E OF THE RANCH
 FR0934'HOUSE AND THROUGH GATE, GO 2.6 MILES, TAKE LEFT FORK, GO
 FR0934'0.4 MILE, TAKE RIGHT FORK, GO 2.8 MILES AND PASS THROUGH
 FR0934'GATE, GO 0.6 MILE (PASSING TO THE FRONT OF THE C.R.
 FR0934'WALTERS AND J.D. WAYNE RANCH HOUSE, CONTINUE ON 1.0 MILE,
 FR0934'KEEP RIGHT FORK, GO 1.4 MILES TO GREEN SPRINGS CANYON CORRAL,
 FR0934'CONTINUE THROUGH GATE 1.3 MILES (DETOUR TO LEFT) GO 4.5 MILES
 FR0934'AND BEAR TO THE LEFT (DIM), AND CONTINUE ON 1.0 MILE,
 FR0934'PASSING THROUGH GATE TO THE SPENCER PLACE AND THE END OF
 FR0934'TRUCK TRAVEL.  CONTINUE ON FOOT ABOUT 2 MILES SE FROM THE
 FR0934'RANCH TO THE PEAK AND STATION.
 FR0934
 FR0934                          STATION RECOVERY (1952)
 FR0934
 FR0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 FR0934'STATION WAS LOCATED AND FOUND AS DESCRIBED.  ALL MARKS ARE
 FR0934'IN PLACE IN GOOD CONDITION.  ORIGINAL DESCRIPTION OVER THE OLD
 FR0934'ROUTE IS OBSOLETE.
 FR0934'
 FR0934'IT IS REACHED FROM ST.GEORGE, UTAH, BY GOING S-SE OVER THE MOUNTAIN
 FR0934'ON THE MT. TRUMBULL ROAD FOR 47.3 MILES TO A FORK, JUST AFTER
 FR0934'PASSING A CORRAL ON THE RIGHT, HERE KEEP RIGHT AND FOLLOW
 FR0934'THE MAIN TRAVELED ROAD SW AND S FOR 37.2 MILES TO A FORK,
 FR0934'THENCE E UP OVER THE RIDGE AND FOLLOW THE MAIN TRAVELED ROAD
 FR0934'E AND SE PASSING THE C.R. WALTERS RANCH OFF ON THE LEFT FOR
 FR0934'8.7 MILES TO A WIRE GATE WITH A TRIANGLE BLAZE ON A LARGE
 FR0934'CEDAR TREE ON THE LEFT WHICH IS THE E GATEPOST, HERE TURN
 FR0934'LEFT AND FOLLOW THE TRACK ROAD DOWN ALONG THE FENCE LINE E
 FR0934'PASSING THE CORRALS ON THE RIGHT, CROSSING THE WASH AND
 FR0934'FOLLOWING THE MAIN TRACK ROAD SE AND S WHICH IS ROUGH AND ROCKY
 FR0934'FOR 2.8 MILES, PASS THROUGH A WIRE GATE AND CONTINUE ON
 FR0934'PASSING A CORRAL ON THE LEFT FOR 2.4 MILES TO A SMALL
 FR0934'RESERVOIR, CROSS OVER THE E END OF THE RESERVOIR AND CONTINUE
 FR0934'ON S-SE FOR 1.4 MILES TO AN OLD CABIN AND CORRALS, PASS THE
 FR0934'OLD CABIN ON THE RIGHT AND CONTINUE STRAIGHT AHEAD SE
 FR0934'TOWARD THE HIGH MOUNTAIN, PICKING YOUR WAY FOR ABOUT 0.8 MILE
 FR0934'TO END OF TRUCK TRAVEL, THEN PACK ON SE FOR ABOUT 1.8
 FR0934'MILES TO THE TOP OF THE MOUNTAIN AND THE STATION.
 FR0934'
 FR0934'A 4-FOOT STAND IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0389 ***********************************************************************
 CF0389  DESIGNATION -  PRICE
 CF0389  PID         -  CF0389
 CF0389  STATE/COUNTY-  AZ/COCHISE
 CF0389  USGS QUAD   -  PARAMORE CRATER (1987)
 CF0389
 CF0389                         *CURRENT SURVEY CONTROL
 CF0389  ___________________________________________________________________
 CF0389* NAD 83(1992)-  31 36 50.70614(N)    109 13 01.10517(W)     ADJUSTED  
 CF0389* NAVD 88     -      1432.5    (meters)    4700.     (feet)  VERTCON   
 CF0389  ___________________________________________________________________
 CF0389  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CF0389  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CF0389  HORZ ORDER  -  SECOND
 CF0389
 CF0389.The horizontal coordinates were established by classical geodetic methods
 CF0389.and adjusted by the National Geodetic Survey in August 1993.
 CF0389
 CF0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0389
 CF0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0389
 CF0389.The geoid height was determined by GEOID03.
 CF0389
 CF0389;                    North         East     Units Scale Factor Converg.
 CF0389;SPC AZ E     -    68,471.198   303,466.171   MT  1.00000011   +0 29 52.3
 CF0389;SPC AZ E     -   224,643.04    995,623.92   iFT  1.00000011   +0 29 52.3
 CF0389;UTM  12      - 3,499,041.001   669,130.342   MT  0.99995281   +0 56 05.6
 CF0389
 CF0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0389!SPC AZ E     -   0.99977928  x   1.00000011  =   0.99977939
 CF0389!UTM  12      -   0.99977928  x   0.99995281  =   0.99973210
 CF0389
 CF0389|---------------------------------------------------------------------|
 CF0389| PID    Reference Object                     Distance      Geod. Az  |
 CF0389|                                                           dddmmss.s |
 CF0389| CS5444 PRICE RM 1                           10.912 METERS 04530     |
 CF0389| CS5445 PRICE RM 2                           10.354 METERS 22101     |
 CF0389|---------------------------------------------------------------------|
 CF0389
 CF0389                          SUPERSEDED SURVEY CONTROL
 CF0389
 CF0389  NAD 83(1986)-  31 36 50.70424(N)    109 13 01.08782(W) AD(       ) 2
 CF0389  NGVD 29 (03/13/91) 1431.7    (m)         4697.     (f) VERT ANG    3  
 CF0389
 CF0389.Superseded values are not recommended for survey control.
 CF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0389.See file dsdata.txt to determine how the superseded data were derived.
 CF0389
 CF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6913099041(NAD 83)
 CF0389_MARKER: DS = TRIANGULATION STATION DISK
 CF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0389+STABILITY: SURFACE MOTION
 CF0389
 CF0389  HISTORY     - Date     Condition        Report By
 CF0389  HISTORY     - 1982     MONUMENTED       AZDT
 CF0389
 CF0389                          STATION DESCRIPTION
 CF0389
 CF0389'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0389'THE STATION IS LOCATED 28-1/2 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0389'HIGHWAY 80.
 CF0389'
 CF0389'THE STATION MARK IS AN AZDT DISK STAMPED---PRICE 1982---.  IT IS SET
 CF0389'IN THE TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 47 FEET SOUTHEAST OF
 CF0389'THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF THE FENCE LINE AND
 CF0389'3 FEET EAST OF THE WITNESS POST AND SIGN.
 CF0389'
 CF0389'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PRICE RM 1 1982---.  IT IS
 CF0389'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0389'
 CF0389'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PRICE RM 2 1982---.  IT IS
 CF0389'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0389'
 CF0389'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0389'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT ALONG U.S.
 CF0389'80 FOR 31.5 MILES TO THE STATION ON THE RIGHT AT MILE POST 398.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0933 ***********************************************************************
 FR0933  DESIGNATION -  PRICE CAIRN
 FR0933  PID         -  FR0933
 FR0933  STATE/COUNTY-  AZ/MOHAVE
 FR0933  USGS QUAD   -  PRICE POINT (1967)
 FR0933
 FR0933                         *CURRENT SURVEY CONTROL
 FR0933  ___________________________________________________________________
 FR0933* NAD 83(1992)-  35 59 11.20132(N)    113 25 27.88337(W)     ADJUSTED  
 FR0933* NAVD 88     -      2009.     (meters)    6591.     (feet)  SCALED    
 FR0933  ___________________________________________________________________
 FR0933  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 FR0933  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 FR0933  HORZ ORDER  -  THIRD
 FR0933
 FR0933.The horizontal coordinates were established by classical geodetic methods
 FR0933.and adjusted by the National Geodetic Survey in August 1993.
 FR0933
 FR0933.The orthometric height was scaled from a topographic map.
 FR0933
 FR0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0933
 FR0933.The geoid height was determined by GEOID03.
 FR0933
 FR0933;                    North         East     Units Scale Factor Converg.
 FR0933;SPC AZ W     -   553,076.424   242,719.325   MT  0.99994395   +0 11 28.7
 FR0933;SPC AZ W     - 1,814,555.20    796,323.24   iFT  0.99994395   +0 11 28.7
 FR0933;SPC AZ C     -   554,060.249    77,401.552   MT  1.00012770   -0 53 09.9
 FR0933;SPC AZ C     - 1,817,782.97    253,942.10   iFT  1.00012770   -0 53 09.9
 FR0933;UTM  12      - 3,985,163.060   281,435.759   MT  1.00018866   -1 25 30.5
 FR0933
 FR0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0933!SPC AZ W     -   0.99968875  x   0.99994395  =   0.99963272
 FR0933!SPC AZ C     -   0.99968875  x   1.00012770  =   0.99981641
 FR0933!UTM  12      -   0.99968875  x   1.00018866  =   0.99987735
 FR0933
 FR0933                          SUPERSEDED SURVEY CONTROL
 FR0933
 FR0933  NAD 83(1986)-  35 59 11.19429(N)    113 25 27.88232(W) AD(       ) 4
 FR0933  NAD 27      -  35 59 11.24100(N)    113 25 25.11900(W) AD(       ) 3
 FR0933
 FR0933.Superseded values are not recommended for survey control.
 FR0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0933.See file dsdata.txt to determine how the superseded data were derived.
 FR0933
 FR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8143685163(NAD 83)
 FR0933_MARKER: 72 = CAIRN
 FR0933
 FR0933  HISTORY     - Date     Condition        Report By
 FR0933  HISTORY     - UNK      FIRST OBSERVED   USGS
 FR0933
 FR0933                          STATION DESCRIPTION
 FR0933
 FR0933'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1300 ***********************************************************************
 DA1300  DESIGNATION -  PRIETA
 DA1300  PID         -  DA1300
 DA1300  STATE/COUNTY-  AZ/YUMA
 DA1300  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA1300
 DA1300                         *CURRENT SURVEY CONTROL
 DA1300  ___________________________________________________________________
 DA1300* NAD 83(1992)-  32 17 20.74265(N)    113 48 30.80143(W)     ADJUSTED  
 DA1300* NAVD 88     -       780.7    (meters)    2561.     (feet)  VERTCON   
 DA1300  ___________________________________________________________________
 DA1300  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DA1300  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DA1300  HORZ ORDER  -  THIRD
 DA1300
 DA1300.The horizontal coordinates were established by classical geodetic methods
 DA1300.and adjusted by the National Geodetic Survey in August 1993.
 DA1300
 DA1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1300
 DA1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1300
 DA1300.The geoid height was determined by GEOID03.
 DA1300
 DA1300;                    North         East     Units Scale Factor Converg.
 DA1300;SPC AZ W     -   142,927.662   207,844.663   MT  0.99993371   -0 01 52.6
 DA1300;SPC AZ W     -   468,922.78    681,905.06   iFT  0.99993371   -0 01 52.6
 DA1300;UTM  12      - 3,575,945.062   235,506.814   MT  1.00046278   -1 30 04.2
 DA1300
 DA1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1300!SPC AZ W     -   0.99988265  x   0.99993371  =   0.99981637
 DA1300!UTM  12      -   0.99988265  x   1.00046278  =   1.00034538
 DA1300
 DA1300:                Primary Azimuth Mark                     Grid Az
 DA1300:SPC AZ W     -  TULE                                     147 11 52.2
 DA1300:UTM  12      -  TULE                                     148 40 03.8
 DA1300
 DA1300|---------------------------------------------------------------------|
 DA1300| PID    Reference Object                     Distance      Geod. Az  |
 DA1300|                                                           dddmmss.s |
 DA1300| DA1416 TULE                                APPROX.15.1 KM 1470959.6 |
 DA1300|---------------------------------------------------------------------|
 DA1300
 DA1300                          SUPERSEDED SURVEY CONTROL
 DA1300
 DA1300  NAD 83(1986)-  32 17 20.72417(N)    113 48 30.85024(W) AD(       ) 3
 DA1300  NGVD 29 (06/20/88)  780.0    (m)         2559.     (f) VERT ANG    3  
 DA1300
 DA1300.Superseded values are not recommended for survey control.
 DA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1300.See file dsdata.txt to determine how the superseded data were derived.
 DA1300
 DA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3550775945(NAD 83)
 DA1300_MARKER: DS = TRIANGULATION STATION DISK
 DA1300_SETTING: 66 = SET IN ROCK OUTCROP
 DA1300_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DA1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1300+STABILITY: POSITION/ELEVATION WELL
 DA1300
 DA1300  HISTORY     - Date     Condition        Report By
 DA1300  HISTORY     - 1962     MONUMENTED       AMS
 DA1300
 DA1300                          STATION DESCRIPTION
 DA1300
 DA1300'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1300'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1300'
 DA1300'LOCATED ABOUT 57 MI W. OF AJO, ABOUT 5.4 MI NNW. OF TULE WELL.  ON
 DA1300'HIGHEST POINT OF PROMINENT DARK-COLORED PEAK IN CABEZA PRIETA
 DA1300'MOUNTAINS.
 DA1300'
 DA1300'REACHED BY HELICOPTER.
 DA1300'
 DA1300'STATION MARK--USE DISK STAMPED---PRIETA ARMY MAP SERVICE 1962---,
 DA1300'CEMENTED IN DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 DA1300'
 DA1300'RM 1--USE RM DISK STAMPED---PRIETA RM 1 ARMY MAP SERVICE 1962---,
 DA1300'CEMENTED IN DRILL HOLE IN TOP OF SMALL BOULDER, ABOUT 20 FT LOWER
 DA1300'THAN STATION MARK.
 DA1300'
 DA1300'RM 2--USE RM DISK
 DA1300'STAMPED---PRIETA RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN DRILL
 DA1300'HOLE IN TOP OF BEDROCK, ABOUT 10 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2044 ***********************************************************************
 DV2044  DESIGNATION -  PRINCE
 DV2044  PID         -  DV2044
 DV2044  STATE/COUNTY-  AZ/MARICOPA
 DV2044  USGS QUAD   -  BALDY MTN (1981)
 DV2044
 DV2044                         *CURRENT SURVEY CONTROL
 DV2044  ___________________________________________________________________
 DV2044* NAD 83(1992)-  33 46 30.61741(N)    112 21 58.99890(W)     ADJUSTED  
 DV2044* NAVD 88     -       630.7    (meters)    2069.     (feet)  VERTCON   
 DV2044  ___________________________________________________________________
 DV2044  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DV2044  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DV2044  HORZ ORDER  -  FIRST
 DV2044
 DV2044.The horizontal coordinates were established by classical geodetic methods
 DV2044.and adjusted by the National Geodetic Survey in August 1993.
 DV2044
 DV2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2044
 DV2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2044
 DV2044.The geoid height was determined by GEOID03.
 DV2044
 DV2044;                    North         East     Units Scale Factor Converg.
 DV2044;SPC AZ C     -   307,809.165   171,707.399   MT  0.99992138   -0 15 00.1
 DV2044;SPC AZ C     - 1,009,872.59    563,344.48   iFT  0.99992138   -0 15 00.1
 DV2044;UTM  12      - 3,738,066.682   373,480.895   MT  0.99979733   -0 45 35.0
 DV2044
 DV2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2044!SPC AZ C     -   0.99990564  x   0.99992138  =   0.99982703
 DV2044!UTM  12      -   0.99990564  x   0.99979733  =   0.99970299
 DV2044
 DV2044|---------------------------------------------------------------------|
 DV2044| PID    Reference Object                     Distance      Geod. Az  |
 DV2044|                                                           dddmmss.s |
 DV2044| CH6143 PRINCE RM 1                          10.890 METERS 05232     |
 DV2044| CH6144 PRINCE RM 2                           9.463 METERS 20321     |
 DV2044| CH6142 PRINCE AZ MK                                       2713653.5 |
 DV2044|---------------------------------------------------------------------|
 DV2044
 DV2044                          SUPERSEDED SURVEY CONTROL
 DV2044
 DV2044  NAD 83(1986)-  33 46 30.61351(N)    112 21 59.00384(W) AD(       ) 1
 DV2044  NAD 27      -  33 46 30.49000(N)    112 21 56.41500(W) AD(       ) 1
 DV2044  NGVD 29 (07/19/86)  630.1    (m)         2067.     (f) VERT ANG    3  
 DV2044
 DV2044.Superseded values are not recommended for survey control.
 DV2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2044.See file dsdata.txt to determine how the superseded data were derived.
 DV2044
 DV2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7348138067(NAD 83)
 DV2044_MARKER: DS = TRIANGULATION STATION DISK
 DV2044_SETTING: 66 = SET IN ROCK OUTCROP
 DV2044_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2044+STABILITY: POSITION/ELEVATION WELL
 DV2044
 DV2044  HISTORY     - Date     Condition        Report By
 DV2044  HISTORY     - 1924     MONUMENTED       CGS
 DV2044  HISTORY     - 1947     GOOD             CGS
 DV2044  HISTORY     - 1966     GOOD             CGS
 DV2044  HISTORY     - 1969     POOR             USGS
 DV2044  HISTORY     - 1986     GOOD             AZDT
 DV2044
 DV2044                          STATION DESCRIPTION
 DV2044
 DV2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2044'ABOUT 16 MILES WEST AND 22 MILES NORTH OF PHOENIX, ON THE
 DV2044'SUMMIT OF A PROMINENT CONICAL PEAK JUST SOUTH OF THE PRINCE OF
 DV2044'ARIZONA MINE.  A GOOD ROAD LEADS FROM THE SOUTH AROUND THE
 DV2044'WEST SIDE OF THE PEAK TO THE MINE, WHICH IS ABOUT HALF WAY
 DV2044'UP THE MOUNTAIN ON THE NORTH SIDE.  THE ROAD IS A GRADUAL
 DV2044'GRADE FROM THE BASE OF THE PEAK, AND CAN BE SEEN FROM THE
 DV2044'SOUTH AND WEST.  THIS IS THE ONLY PEAK IN THE VICINITY THAT
 DV2044'HAS A ROAD OF ANY KIND ON IT.  MARKED BY A STANDARD BRONZE
 DV2044'DISK.
 DV2044
 DV2044                          STATION RECOVERY (1947)
 DV2044
 DV2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2044'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DV2044'CONDITION.  A COMPLETE AND NEW DESCRIPTION FOLLOWS WITH THE
 DV2044'FOLLOWING ADDITIONS NOTED.  TWO REFERENCE MARKS AND AN AZIMUTH
 DV2044'MARK HAVE BEEN ESTABLISHED.
 DV2044'
 DV2044'LOCATED ON A PROMINENT CONICAL HILL, ABOUT 8 MILES NORTH OF
 DV2044'BEARDSLEY AND 1 MILE NORTHWEST OF A LOW WHITE AND POINTED
 DV2044'KNOLL.  IT IS STAMPED PRINCE 1924 AND IT IS FLUSH WITH THE
 DV2044'GROUND.
 DV2044'
 DV2044'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF THE HILL
 DV2044'AND 6 FEET LOWER THAN THE STATION.  IT IS STAMPED PRINCE NO 1
 DV2044'1947 AND IT IS FLUSH WITH THE GROUND.
 DV2044'
 DV2044'REFERENCE MARK NO. 2 HAS THE SAME ELEVATION AS THE STATION.
 DV2044'IT IS STAMPED PRINCE NO 2 1947 AND IT IS FLUSH WITH THE GROUND.
 DV2044'
 DV2044'THE AZIMUTH MARK IS LOCATED IN A CONCRETE WATERING TROUGH.
 DV2044'25 FEET EAST SOUTHEAST OF A WINDMILL AND 150 FEET WEST NORTHWEST
 DV2044'OF A ROAD CURVE.  IT IS STAMPED PRINCE 1947 AND PROJECTS 3 FEET.
 DV2044'
 DV2044'TO REACH THE STATION FROM BEARDSLEY GO NORTHWEST ON U.S. HIGHWAYS
 DV2044'60, 70 AND 89 FOR 0.65 MILE TO A T ROAD CROSSING RAILROAD
 DV2044'TRACKS.  TURN RIGHT 0.05 MILE TO THE NORTHEAST SIDE OF THE
 DV2044'RAILROAD.  TURN LEFT ON RAILROAD RIGHT OF WAY FOR 0.6 MILE.  TURN
 DV2044'RIGHT 0.55 MILE TO A CROSSROADS AND CATTLE GUARD.  CONTINUE
 DV2044'MAIN TRAVELED ROAD NORTH TO A CANAL AND THEN EASTERLY FOR
 DV2044'4.75 MILE TO THE SECOND WASH AND SYPHON.  TURN LEFT AND
 DV2044'CROSS OVER SYPHON, THEN LEFT AGAIN TO THE WEST BANK OF THE
 DV2044'WASH.  CONTINUE ONLY ROAD 4.4 MILES TO THE AZIMUTH MARK ON
 DV2044'THE LEFT.  CONTINUE ON ROAD 0.6 MILE TO OLD MINING
 DV2044'OPERATIONS AND END OF TRUCK TRAVEL.  FROM HERE PACK
 DV2044'SOUTHERLY TO THE TOP OF THE HILL AND STATION.
 DV2044
 DV2044                          STATION RECOVERY (1966)
 DV2044
 DV2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DV2044'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV2044'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 DV2044'STATION FOLLOWS.
 DV2044'
 DV2044'TO REACH THE STATION FROM THE STATE HIGHWAY MAINTENANCE YARD
 DV2044'IN BEARDSLEY, GO NORTHWEST ON U.S. HIGHWAY 60, 70 AND 89 FOR 2.3
 DV2044'MILES.  TURN RIGHT OFF THE HIGHWAY AND GO NORTH ON 163 AVE.
 DV2044'FOR 1.9 MILES.  TAKE THE EXTREME RIGHT HAND FORK OF THREE
 DV2044'AND GO NORTH FOR 0.6 MILES.  TAKE RIGHT FORK AND GO NORTH FOR
 DV2044'0.5 MILE.  TURN RIGHT AT THE REVERSE Y FORK AND GO EAST FOR
 DV2044'0.3 MILE TO AN INTERSECTION OF 155 AVE. AND JOMAX ROAD.  TURN
 DV2044'RIGHT ON JOMAX ROAD AND GO EAST FOR 0.3 MILE.  TAKE THE RIGHT
 DV2044'FORK AND GO EAST FOR 0.1 MILE.  TAKE THE RIGHT FORK AND GO
 DV2044'EAST FOR 0.9 MILE.  CONTINUE EAST AT THE CROSS ROAD FOR 2.4
 DV2044'MILES TO A CROSS ROAD JUST BEFORE REACHING A DEEP RAVINE.  TURN
 DV2044'LEFT AND GO NORTHWEST FOR 0.5 MILE.  CROSS THE WIDE WASH
 DV2044'AND GO NORTH FOR 4.1 MILES TO AN OLD WINDMILL, A CONCRETE
 DV2044'WATER TROUGH IN WHICH THE AZIMUTH MARK IS SET.  GO
 DV2044'EAST, UPHILL ON THE TRACK ROAD FOR 0.5 MILE TO SOME OLD
 DV2044'MINE DIGGINGS AND THE END OF TRUCK TRAVEL.  PACK SOUTH
 DV2044'UPHILL FOR ABOUT 150 YARDS TO THE TOP AND THE STATION.
 DV2044'THIS IS ABOUT A 15 MINUTE PACK.
 DV2044'
 DV2044'THIS STATION WAS OCCUPIED BY ASTRONOMIC PARTY G-47.
 DV2044
 DV2044                          STATION RECOVERY (1969)
 DV2044
 DV2044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WAO)
 DV2044'STATION MARK--SET IN FRACTURED ROCK OUTCROP.  THE ROCK SURROUNDING
 DV2044'THE MARK WAS FOUND TO BE LOOSE AND BADLY WEATHERED.  STATION
 DV2044'REPAIRED BY GROUTING CEMENT INTO THE FRACTURED ROCK AROUND THE
 DV2044'STATION MARK.
 DV2044'
 DV2044'ALL OTHER MARKS IN GOOD CONDITION.
 DV2044
 DV2044                          STATION RECOVERY (1986)
 DV2044
 DV2044'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2044'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2044'AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2044'
 DV2044'TO REACH THE STATION THE INTERSECTION OF 99TH AVENUE AND LAKE PLEASANT
 DV2044'ROAD IN SUN CITY TRAVEL NORTH ON LAKE PLESANT ROAD FOR 4.9 MILES TO
 DV2044'JOMAX ROAD.  TURN LEFT AND TRAVEL WEST FOR 1.2 MILES TO 107 AVENUE.
 DV2044'BARE RIGHT AND CONTINUE AHEAD FOR 0.8 MILE TO A FORK.  TAKE THE LEFT
 DV2044'FORK WEST FOR 0.5 MILE TO A GATE UNDER THE BEARDSLEY CANAL FLUME.
 DV2044'PASS THROUGH THE GATE AND TRAVEL NORTHWEST FOR 0.8 MILE TO A FORK.
 DV2044'TAKE THE LEFT FORK AND TRAVEL NORTH FOR 2.85 MILES TO A BRIDGE OVER
 DV2044'THE CAP CANAL.  CROSS BRIDGE FOR 0.05 MILE, TURN LEFT ON A BLADED ROAD
 DV2044'WEST FOR 0.75 MILE TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE
 DV2044'WEST FOR 0.7 MILE TO THE SOUTHEAST END OF A RUNWAY.  TURN RIGHT AND
 DV2044'TRAVEL NORTHWEST FOR 0.35 MILE TO A FORK.  TURN LEFT AND TRAVEL WEST
 DV2044'FOR 0.55 MILE TO TOP OF A SADDLE.  TRAVEL AHEAD FOR 0.35 MILE TO A
 DV2044'FORK.  TURN LEFT FOR 0.25 MILE TO END OF TRUCK TRAVEL AT AN OLD MINE.
 DV2044'THE AZIMUTH MARK IS 0.5 MILE ON THE TRACK AT SHARP LEFT TURN AND ABOUT
 DV2044'MIDWAY BETWEEN THE ROAD AND THE WASH.  PACK SOUTH TO THE TOP OF THE
 DV2044'HILL AND THE STATION.
 DV2044'
 DV2044'FOR A KEY TO GATE CALL UMC CLEMINTINE PROJECT 268 9657 OR 948 7823.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6862 ***********************************************************************
 DH6862  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6862  DESIGNATION -  PRINGLE
 DH6862  PID         -  DH6862
 DH6862  STATE/COUNTY-  AZ/GILA
 DH6862  USGS QUAD   -  SALT RIVER PEAK (1986)
 DH6862
 DH6862                         *CURRENT SURVEY CONTROL
 DH6862  ___________________________________________________________________
 DH6862* NAD 83(2007)-  33 33 10.40275(N)    110 52 51.44615(W)     ADJUSTED  
 DH6862* NAVD 88     -       892.91   (meters)    2929.5    (feet)  GPS OBS   
 DH6862  ___________________________________________________________________
 DH6862  EPOCH DATE  -        2007.00
 DH6862  X           -  -1,896,747.008 (meters)                     COMP
 DH6862  Y           -  -4,972,047.292 (meters)                     COMP
 DH6862  Z           -   3,505,702.909 (meters)                     COMP
 DH6862  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 DH6862  ELLIP HEIGHT-         865.521 (meters)          (02/10/07) ADJUSTED
 DH6862  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DH6862
 DH6862  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6862  Type    PID    Designation                      North   East  Ellip
 DH6862  -------------------------------------------------------------------
 DH6862  NETWORK DH6862 PRINGLE                           0.57   0.47   1.72
 DH6862  -------------------------------------------------------------------
 DH6862
 DH6862.The horizontal coordinates were established by GPS observations
 DH6862.and adjusted by the National Geodetic Survey in February 2007.
 DH6862
 DH6862.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6862.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6862.The horizontal coordinates are valid at the epoch date displayed above.
 DH6862.The epoch date for horizontal control is a decimal equivalence
 DH6862.of Year/Month/Day.
 DH6862
 DH6862.The orthometric height was determined by GPS observations and a
 DH6862.high-resolution geoid model.
 DH6862.The orthometric height was determined by GPS observations and a
 DH6862.high-resolution geoid model using precise GPS observation and
 DH6862.processing techniques.
 DH6862
 DH6862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6862
 DH6862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6862
 DH6862.The ellipsoidal height was determined by GPS observations
 DH6862.and is referenced to NAD 83.
 DH6862
 DH6862.The geoid height was determined by GEOID03.
 DH6862
 DH6862;                    North         East     Units Scale Factor Converg.
 DH6862;SPC AZ E     -   283,294.584   147,032.653   MT  0.99995422   -0 23 41.3
 DH6862;SPC AZ E     -   929,444.17    482,390.59   iFT  0.99995422   -0 23 41.3
 DH6862;UTM  12      - 3,712,589.415   511,050.603   MT  0.99960151   +0 03 56.9
 DH6862
 DH6862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6862!SPC AZ E     -   0.99986414  x   0.99995422  =   0.99981837
 DH6862!UTM  12      -   0.99986414  x   0.99960151  =   0.99946570
 DH6862
 DH6862                          SUPERSEDED SURVEY CONTROL
 DH6862
 DH6862  NAD 83(1992)-  33 33 10.40254(N)    110 52 51.44585(W) AD(       ) B
 DH6862  ELLIP H (08/22/05)  865.533  (m)                       GP(       ) 4 2
 DH6862
 DH6862.Superseded values are not recommended for survey control.
 DH6862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6862.See file dsdata.txt to determine how the superseded data were derived.
 DH6862
 DH6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1105112589(NAD 83)
 DH6862_MARKER: DD = SURVEY DISK
 DH6862_SETTING: 66 = SET IN ROCK OUTCROP
 DH6862_STAMPING: PRINGLE
 DH6862_MARK LOGO: AZ-007
 DH6862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6862+STABILITY: POSITION/ELEVATION WELL
 DH6862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6862+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH6862
 DH6862  HISTORY     - Date     Condition        Report By
 DH6862  HISTORY     - 20040401 MONUMENTED       AZ-007
 DH6862
 DH6862                          STATION DESCRIPTION
 DH6862
 DH6862'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6862'STARTING AT THE INTERSECTION OF US-60 ANS SR-188 IN GLOBE, AZ. PROCEED
 DH6862'NORTH ON SR-188 4.4 MILES TO INTERSECTION OF OLD SR-88. TURN EAST AND
 DH6862'TRAVEL 1.7 MILES TO INTERSECTION OF HICKS RD. TURN EAST AND TRAVEL
 DH6862'NORTH ON HICKS RD 4.3 MILES. MONUMENT IS 150 FEET EAST OF ROAD AND 200
 DH6862'FT NORTH OF WINDMILL IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5796 ***********************************************************************
 DH5796  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5796  DESIGNATION -  PROJECT A CO
 DH5796  PID         -  DH5796
 DH5796  STATE/COUNTY-  AZ/YAVAPAI
 DH5796  USGS QUAD   -  MIDDLE VERDE (1969)
 DH5796
 DH5796                         *CURRENT SURVEY CONTROL
 DH5796  ___________________________________________________________________
 DH5796* NAD 83(2007)-  34 37 25.04578(N)    111 53 28.69872(W)     ADJUSTED  
 DH5796* NAVD 88     -       982.90   (meters)    3224.7    (feet)  GPS OBS   
 DH5796  ___________________________________________________________________
 DH5796  EPOCH DATE  -        2007.00
 DH5796  X           -  -1,959,329.893 (meters)                     COMP
 DH5796  Y           -  -4,876,124.266 (meters)                     COMP
 DH5796  Z           -   3,604,129.318 (meters)                     COMP
 DH5796  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 DH5796  ELLIP HEIGHT-         957.041 (meters)          (02/10/07) ADJUSTED
 DH5796  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DH5796
 DH5796  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5796  Type    PID    Designation                      North   East  Ellip
 DH5796  -------------------------------------------------------------------
 DH5796  NETWORK DH5796 PROJECT A CO                      1.02   0.84   2.98
 DH5796  -------------------------------------------------------------------
 DH5796
 DH5796.The horizontal coordinates were established by GPS observations
 DH5796.and adjusted by the National Geodetic Survey in February 2007.
 DH5796
 DH5796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5796.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5796.The horizontal coordinates are valid at the epoch date displayed above.
 DH5796.The epoch date for horizontal control is a decimal equivalence
 DH5796.of Year/Month/Day.
 DH5796
 DH5796.The orthometric height was determined by GPS observations and a
 DH5796.high-resolution geoid model.
 DH5796.The orthometric height was determined by GPS observations and a
 DH5796.high-resolution geoid model using precise GPS observation and
 DH5796.processing techniques.
 DH5796
 DH5796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5796
 DH5796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5796
 DH5796.The ellipsoidal height was determined by GPS observations
 DH5796.and is referenced to NAD 83.
 DH5796
 DH5796.The geoid height was determined by GEOID03.
 DH5796
 DH5796;                    North         East     Units Scale Factor Converg.
 DH5796;SPC AZ C     -   401,824.590   215,685.520   MT  0.99990007   +0 00 51.9
 DH5796;SPC AZ C     - 1,318,322.15    707,629.66   iFT  0.99990007   +0 00 51.9
 DH5796;UTM  12      - 3,831,666.775   418,295.088   MT  0.99968228   -0 30 23.2
 DH5796
 DH5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5796!SPC AZ C     -   0.99984979  x   0.99990007  =   0.99974988
 DH5796!UTM  12      -   0.99984979  x   0.99968228  =   0.99953212
 DH5796
 DH5796                          SUPERSEDED SURVEY CONTROL
 DH5796
 DH5796  NAD 83(1992)-  34 37 25.04529(N)    111 53 28.69830(W) AD(       ) A
 DH5796  ELLIP H (05/31/05)  957.045  (m)                       GP(       ) 4 2
 DH5796
 DH5796.Superseded values are not recommended for survey control.
 DH5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5796.See file dsdata.txt to determine how the superseded data were derived.
 DH5796
 DH5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1829531667(NAD 83)
 DH5796_MARKER: DD = SURVEY DISK
 DH5796_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH5796+WITH SETTING: PAVEMENT
 DH5796_SP_SET: CONCRETE SLAB
 DH5796_STAMPING: NONE
 DH5796_MARK LOGO: NONE  
 DH5796_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5796+STABILITY: SURFACE MOTION
 DH5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5796+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DH5796
 DH5796  HISTORY     - Date     Condition        Report By
 DH5796  HISTORY     - 20051215 MONUMENTED       SHEPH
 DH5796
 DH5796                          STATION DESCRIPTION
 DH5796
 DH5796'DESCRIBED BY SHEPHARD-WESNITZER INC 2005 (MLD)
 DH5796'LOGO IS  PROJECT  A CO - OPERATIVE U.S. PUBLIC HEALTH SERVICE
 DH5796' 
 DH5796'THE STATION IS LOCATED AT THE END OF AN UNNAMED STREET ON THE EAST
 DH5796'SIDE OF THE MIDDLE VERDE INDIAN RESERVATION 2.5 MILES NORTHWEST OF THE
 DH5796'CLIFF CASTLE CASINO, CAMP VERDE.
 DH5796' 
 DH5796'STATION LIES WITHIN THE YAVAPAI-APACHE RESERVATION IN MIDDLE VERDE.
 DH5796' 
 DH5796'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 17 MILE POST
 DH5796'293 AND MIDDLE VERDE ROAD MILE 0.0 PROCEED NORTHWEST ON MIDDLE VERDE
 DH5796'ROAD PAST ARENA DEL LOMA TURNOFF MILE 0.5 CONTINUE PAST VERDE RIVER
 DH5796'ROAD AND SOUTH END OF RESERVATION LOOP ROAD MILE 1.1,  TO THE NORTH
 DH5796'END OF RESERVATION LOOP ROAD AND THE INTERSECTION WITH MIDDLE VERDE
 DH5796'ROAD MILE 1.7, TURN WEST ON RESERVATION LOOP ROAD PROCEED PAST MIDDLE
 DH5796'VERDE CEMETERY MILE 2.0 PAST NEXT UNNAMED STREET MILE 2.15 AND TAKE
 DH5796'SECOND TURN SOUTH ON UNNAMED STREET MILE 2.18 OPPOSITE OF SIGN MARKING
 DH5796'ENTRANCE TO MIDDLE VERDE RESERVATION.  PROCEED  SOUTH TO END OF STREET
 DH5796'MILE 2.25. STATION IS LOCATED ON THE WEST SIDE OF STREET SOUTH OF
 DH5796'DRIVEWAY OFF UNNAMED STREET TO A RESIDENCE.
 DH5796' 
 DH5796'THE STATION IS A BRASS DISK SET WITHIN A 20 FOOT X 22 FOOT CONCRETE
 DH5796'SLAB, STATION IS LOCATED 1 FOOT WEST AND 1 FOOT SOUTH OF THE NORTHEAST
 DH5796'CORNER OF CONCRETE SLAB. THE DISK IS ENGRAVED 'OPERATIVE US PUBLIC
 DH5796'HEALTH SERVICE  PROJECT A  CO'
 DH5796' 
 DH5796'DESCRIBED BY IVO W. BUDDEKE III, RIMROCK LAND SURVEYS, JUNE 2005 (JC)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0970 ***********************************************************************
 ES0970  DESIGNATION -  PROM
 ES0970  PID         -  ES0970
 ES0970  STATE/COUNTY-  AZ/COCONINO
 ES0970  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0970
 ES0970                         *CURRENT SURVEY CONTROL
 ES0970  ___________________________________________________________________
 ES0970* NAD 83(1992)-  34 22 02.40233(N)    111 00 39.09998(W)     ADJUSTED  
 ES0970* NAVD 88     -      2418.4    (meters)    7934.     (feet)  VERTCON   
 ES0970  ___________________________________________________________________
 ES0970  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 ES0970  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES0970  HORZ ORDER  -  FIRST
 ES0970
 ES0970.The horizontal coordinates were established by classical geodetic methods
 ES0970.and adjusted by the National Geodetic Survey in August 1993.
 ES0970
 ES0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0970
 ES0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0970
 ES0970.The geoid height was determined by GEOID03.
 ES0970
 ES0970;                    North         East     Units Scale Factor Converg.
 ES0970;SPC AZ C     -   373,768.334   296,673.661   MT  0.99998553   +0 30 40.9
 ES0970;SPC AZ C     - 1,226,274.06    973,338.78   iFT  0.99998553   +0 30 40.9
 ES0970;SPC AZ E     -   373,719.476   135,713.326   MT  0.99997429   -0 28 35.6
 ES0970;SPC AZ E     - 1,226,113.77    445,253.69   iFT  0.99997429   -0 28 35.6
 ES0970;UTM  12      - 3,802,886.515   499,001.338   MT  0.99960001   -0 00 22.1
 ES0970
 ES0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0970!SPC AZ C     -   0.99962428  x   0.99998553  =   0.99960981
 ES0970!SPC AZ E     -   0.99962428  x   0.99997429  =   0.99959858
 ES0970!UTM  12      -   0.99962428  x   0.99960001  =   0.99922444
 ES0970
 ES0970|---------------------------------------------------------------------|
 ES0970| PID    Reference Object                     Distance      Geod. Az  |
 ES0970|                                                           dddmmss.s |
 ES0970| CH3123 PROM RM 1                            54.452 METERS 03758     |
 ES0970| ES0969 PROMONTORY                          175.229 METERS 26422     |
 ES0970| CH3122 PROM AZ MK                                         3051958.9 |
 ES0970| CH3124 PROM RM 2                            31.668 METERS 32730     |
 ES0970|---------------------------------------------------------------------|
 ES0970
 ES0970                          SUPERSEDED SURVEY CONTROL
 ES0970
 ES0970  NAD 83(1986)-  34 22 02.39638(N)    111 00 39.10478(W) AD(       ) 1
 ES0970  NAD 27      -  34 22 02.27000(N)    111 00 36.62800(W) AD(       ) 1
 ES0970  NGVD 29 (07/19/86) 2417.4    (m)         7931.     (f) VERT ANG    3  
 ES0970
 ES0970.Superseded values are not recommended for survey control.
 ES0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0970.See file dsdata.txt to determine how the superseded data were derived.
 ES0970
 ES0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9900102887(NAD 83)
 ES0970_MARKER: DS = TRIANGULATION STATION DISK
 ES0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0970+STABILITY: SURFACE MOTION
 ES0970
 ES0970  HISTORY     - Date     Condition        Report By
 ES0970  HISTORY     - 1938     MONUMENTED       CGS
 ES0970  HISTORY     - 1947     GOOD             CGS
 ES0970  HISTORY     - 1968     GOOD             CGS
 ES0970  HISTORY     - 1984     GOOD             AZDT
 ES0970  HISTORY     - 20050903 GOOD             USPSQD
 ES0970
 ES0970                          STATION DESCRIPTION
 ES0970
 ES0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES0970'ABOUT 24 MILES WEST BY SOUTH OF HEBER, ARIZ. AND ABOUT 3/4
 ES0970'MILES NORTH OF THE SOUTH BOUNDARY OF THE SITGREAVES NATIONAL
 ES0970'FOREST AND THE GILE-COCONINO COUNTY LINE.  STATION IS ABOUT
 ES0970'30 FEET SOUTH OF THE ROAD AND 574.9 FEET EAST OF THE PROMONTORY
 ES0970'L.O. TOWER.  THE ENTIRE AREA IN THE VICINITY OF THE STATION IS
 ES0970'COVERED WITH DENSE TIMBER WITH TREES OF ABOUT 80 FEET IN HEIGHT.
 ES0970'
 ES0970'STATION IS REACHED FROM HEBER, ARIZ. BY GOING SOUTHWESTERLY
 ES0970'FROM THE POST OFFICE ON THE ROAD TO YOUNG, ARIZ. FOR 0.55
 ES0970'MILES TO A FORK.  THENCE TAKE THE RIGHT FORK FOR 1.1 MILES TO
 ES0970'A FORK.  THENCE TAKE THE LEFT FORK, SOUTHWESTERLY, ON A
 ES0970'GRADED DIRT ROAD FOR 12.25 MILES TO A SIDE ROAD LEFT THAT GOES
 ES0970'TO THE GENTRY L.O. STATION.  THENCE CONTINUE STRAIGHT AHEAD,
 ES0970'WESTERLY, FOR 8.7 MILES TO A FORK AND SIGN (RIM ROAD- WINSLOW
 ES0970'73).  HERE LEAVE THE ROAD TO YOUND ARIZ. AND TAKE THE RIGHT FORK
 ES0970'WESTERLY AND NORTHERLY (WINSLOW ROAD) FOR 12.15 MILES TO A
 ES0970'FORK AND SIGNS (WINSLOW 57 - WALLACE R.S. 15).  (PROMONTORY
 ES0970'L.O.  TOWER 2).
 ES0970'
 ES0970'HERE LEAVE THE ROAD TO WINSLOW, ARIZ. TAKE THE LEFT FORK,
 ES0970'SOUTHWESTERLY AND WESTERLY FOR 2.05 MILES TO THE STATION SITE
 ES0970'ON THE SOUTH SIDE OF THE ROAD ABOUT 600 FEET BEFORE REACHING
 ES0970'THE PROMONTORY L.O. TOWER.
 ES0970'
 ES0970'R.M. 1 IS NORTHEAST OF THE STATION AT ABOUT THE SAME ELEVATION.
 ES0970'IT IS ABOUT 15 FEET NORTH OF THE ROAD.  R.M. 2 IS NORTH
 ES0970'NORTHWEST OF THE STATION AT ABOUT THE SAME ELEVATION.  IT IS
 ES0970'ABOUT 50 FEET NORTH OF THE ROAD.  AZIMUTH MARK IS ABOUT 1.3
 ES0970'MILES NORTHWEST OF THE STATION AND ABOUT 50 FEET LOWER IN
 ES0970'ELEVATION.  IT IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 ES0970'TO REACH FROM THE STATION CONTINUE WESTERLY ON THE MAIN
 ES0970'TRAVELED ROAD FOR 1.3 MILES TO A TRIANGLE BLAZE ON A PINE
 ES0970'TREE.  THE AZIMUTH MARK IS ABOUT 50 FEET ON LEFT SIDE OF THE
 ES0970'ROAD.  PROMONTORY IS A STANDARD USGS BENCH MARK STAMPED
 ES0970'PROMONTORY 1936 WHICH IS ESTABLISHED DIRECTLY
 ES0970'BELOW THE PROMONTORY L.O. TOWER.
 ES0970'
 ES0970'NOTE.  A 100 FOOT STEEL TOWER WAS USED IN OBSERVING THIS
 ES0970'STATION.
 ES0970
 ES0970                          STATION RECOVERY (1947)
 ES0970
 ES0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 ES0970'THE STATION AND REFERENCE MARKS WERE RECOVERED, FOUND AS
 ES0970'DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 ES0970'RECOVERED DUE TO HEAVY SNOW.
 ES0970'
 ES0970'THE STATION IS LOCATED ABOUT 25 MILES AIRLINE NORTH-NORTHWEST
 ES0970'OF YOUNG, 0.75 MILE NORTH OF THE GILA-COCONINO COUNTY LINE AND
 ES0970'575 FEET EAST OF THE PROMONTORY LOOKOUT TOWER IN AN AREA
 ES0970'HEAVILY TIMBERED WITH TREES ABOUT 80 FEET IN HEIGHT.  THE
 ES0970'STATION MARK IS A BRONZE DISK, PROJECTS
 ES0970'2 INCHES, IS 17 PACES SOUTH OF CENTERLINE OF ROAD, 13 PACES
 ES0970'SOUTHWEST OF A TRIANGULAR BLAZED PINE TREE AND IS STAMPED,
 ES0970'PROM 1938.
 ES0970'
 ES0970'REFERENCE MARK NO. 1 IS A BRONZE DISK AS DESCRIBED,
 ES0970'PROJECTS 4 INCHES, IS 1 FOOT LOWER THAN THE STATION MARK AND IS
 ES0970'STAMPED, PROM NO 1 1938.
 ES0970'
 ES0970'REFERENCE MARK NO. 2 IS A BRONZE DISK AS DESCRIBED
 ES0970'PROJECTS 2 INCHES, IS SAME ELEVATION AS THE STATION MARK
 ES0970'AND IS STAMPED, PROM NO 2 1938.
 ES0970'
 ES0970'A U.S. GEOLOGICAL SURVEY BENCH MARK IS SET UNDER THE CENTER
 ES0970'OF THE PROMONTORY LOOKOUT TOWER.  IT IS SET IN A 10 INCH
 ES0970'SQUARE BLOCK OF CONCRETE, PROJECTS 8 INCHES AND IS STAMPED
 ES0970'PROMONTORY 1932.
 ES0970'
 ES0970'TO REACH THE STATION FROM THE POST OFFICE IN YOUNG.  GO EAST
 ES0970'AND NORTH ON THE HOLBROOK ROAD 25.7 MILES TO THE RIM ROAD
 ES0970'LEFT.  TURN LEFT GO 12.3 MILES TO A FORK.  TURN LEFT, GO 2.2
 ES0970'MILES TO THE STATION ON LEFT ABOUT 0.1 MILE BEFORE REACHING
 ES0970'LOOKOUT TOWER.
 ES0970'
 ES0970'OBSERVATIONS MADE FROM A 30.4 METER TRIPOD
 ES0970
 ES0970                          STATION RECOVERY (1968)
 ES0970
 ES0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 ES0970'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 ES0970'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 ES0970'CONDITION.
 ES0970'
 ES0970'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 ES0970'
 ES0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19.0 MILES
 ES0970'NORTHEAST OF PAYSON, 22.0 MILES NORTH-NORTHWEST OF YOUNG AND
 ES0970'24.0 MILES WEST-SOUTHWEST OF HEBER.
 ES0970
 ES0970                          STATION RECOVERY (1984)
 ES0970
 ES0970'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0970'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 ES0970'STATION WAS NOT USED AT THIS TIME.  THE STATION IS 0.1 MILE EAST OF
 ES0970'THE LOOKOUT TOWER DESCRIBED IN THE ROUTE TO STATION PROMONTORY AND 30
 ES0970'FEET SOUTH OF FOREST TRAIL 300 WHICH IS CALLED RIM ROAD.
 ES0970
 ES0970                          STATION RECOVERY (2005)
 ES0970
 ES0970'RECOVERY NOTE BY US POWER SQUADRON 2005 (JP)
 ES0970'RECOVERED.   MONUMENT IS HOLDING STATION MARK IS TILTED 45 DEGREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1949 ***********************************************************************
 DV1949  DESIGNATION -  PROMINENT DOME PALOMAS MTNS
 DV1949  PID         -  DV1949
 DV1949  STATE/COUNTY-  AZ/YUMA
 DV1949  USGS QUAD   -  PALOMAS MOUNTAINS NW (1990)
 DV1949
 DV1949                         *CURRENT SURVEY CONTROL
 DV1949  ___________________________________________________________________
 DV1949* NAD 83(1992)-  33 12 39.96769(N)    113 44 10.64801(W)     ADJUSTED  
 DV1949* NAVD 88     -              **(meters)            **(feet)            
 DV1949  ___________________________________________________________________
 DV1949  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DV1949  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DV1949  HORZ ORDER  -  THIRD
 DV1949
 DV1949.The horizontal coordinates were established by classical geodetic methods
 DV1949.and adjusted by the National Geodetic Survey in August 1993.
 DV1949
 DV1949
 DV1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1949
 DV1949.The geoid height was determined by GEOID03.
 DV1949
 DV1949;                    North         East     Units Scale Factor Converg.
 DV1949;SPC AZ W     -   245,170.022   214,637.995   MT  0.99993335   +0 00 27.0
 DV1949;SPC AZ W     -   804,363.59    704,192.90   iFT  0.99993335   +0 00 27.0
 DV1949;UTM  12      - 3,678,027.353   244,958.460   MT  1.00040206   -1 29 58.4
 DV1949
 DV1949                          SUPERSEDED SURVEY CONTROL
 DV1949
 DV1949  NAD 83(1986)-  33 12 39.96125(N)    113 44 10.65413(W) AD(       ) 4
 DV1949  NAD 27      -  33 12 39.82000(N)    113 44 07.92000(W) AD(       ) 3
 DV1949
 DV1949.Superseded values are not recommended for survey control.
 DV1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1949.See file dsdata.txt to determine how the superseded data were derived.
 DV1949
 DV1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4495878027(NAD 83)
 DV1949_MARKER: 87 = DOME
 DV1949
 DV1949  HISTORY     - Date     Condition        Report By
 DV1949  HISTORY     - 1949     FIRST OBSERVED   CGS
 DV1949
 DV1949                          STATION DESCRIPTION
 DV1949
 DV1949'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0969 ***********************************************************************
 ES0969  DESIGNATION -  PROMONTORY
 ES0969  PID         -  ES0969
 ES0969  STATE/COUNTY-  AZ/COCONINO
 ES0969  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0969
 ES0969                         *CURRENT SURVEY CONTROL
 ES0969  ___________________________________________________________________
 ES0969* NAD 83(1992)-  34 22 01.84340(N)    111 00 45.92464(W)     ADJUSTED  
 ES0969* NAVD 88     -      2419.0    (meters)    7936.     (feet)  VERTCON   
 ES0969  ___________________________________________________________________
 ES0969  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 ES0969  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES0969  HORZ ORDER  -  SECOND
 ES0969
 ES0969.The horizontal coordinates were established by classical geodetic methods
 ES0969.and adjusted by the National Geodetic Survey in August 1993.
 ES0969
 ES0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0969
 ES0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0969
 ES0969.The geoid height was determined by GEOID03.
 ES0969
 ES0969;                    North         East     Units Scale Factor Converg.
 ES0969;SPC AZ C     -   373,749.557   296,499.444   MT  0.99998517   +0 30 37.0
 ES0969;SPC AZ C     - 1,226,212.46    972,767.20   iFT  0.99998517   +0 30 37.0
 ES0969;SPC AZ E     -   373,703.706   135,538.813   MT  0.99997463   -0 28 39.5
 ES0969;SPC AZ E     - 1,226,062.03    444,681.15   iFT  0.99997463   -0 28 39.5
 ES0969;UTM  12      - 3,802,869.319   498,827.026   MT  0.99960002   -0 00 25.9
 ES0969
 ES0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0969!SPC AZ C     -   0.99962418  x   0.99998517  =   0.99960936
 ES0969!SPC AZ E     -   0.99962418  x   0.99997463  =   0.99959882
 ES0969!UTM  12      -   0.99962418  x   0.99960002  =   0.99922435
 ES0969
 ES0969|---------------------------------------------------------------------|
 ES0969| PID    Reference Object                     Distance      Geod. Az  |
 ES0969|                                                           dddmmss.s |
 ES0969| CS3992 PROMONTORY RM 2                      14.646 METERS 06955     |
 ES0969| ES1096 RIM LINE                            APPROX.14.5 KM 1284208.0 |
 ES0969| ES0985 BAKER BUTTE                         APPROX.34.9 KM 2854351.6 |
 ES0969| CS3991 PROMONTORY RM 1                      14.573 METERS 33804     |
 ES0969|---------------------------------------------------------------------|
 ES0969
 ES0969                          SUPERSEDED SURVEY CONTROL
 ES0969
 ES0969  NAD 83(1986)-  34 22 01.83746(N)    111 00 45.92950(W) AD(       ) 2
 ES0969  NAD 27      -  34 22 01.71100(N)    111 00 43.45300(W) AD(       ) 2
 ES0969  NGVD 29 (07/19/86) 2418.0    (m)         7933.     (f) VERT ANG    3  
 ES0969
 ES0969.Superseded values are not recommended for survey control.
 ES0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0969.See file dsdata.txt to determine how the superseded data were derived.
 ES0969
 ES0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9882702869(NAD 83)
 ES0969_MARKER: DS = TRIANGULATION STATION DISK
 ES0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0969+STABILITY: SURFACE MOTION
 ES0969
 ES0969  HISTORY     - Date     Condition        Report By
 ES0969  HISTORY     - 1932     MONUMENTED       USGS
 ES0969  HISTORY     - 1938     GOOD             USGS
 ES0969  HISTORY     - 1960     GOOD             USGS
 ES0969  HISTORY     - 20050903 GOOD             USPSQD
 ES0969
 ES0969                          STATION DESCRIPTION
 ES0969
 ES0969'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 ES0969'LOCATED ABOUT 60 MI S. OF WINSLOW VIA WALLACE RANGER STATION AT
 ES0969'PROMONTORY LOT ON MONGOLLON RIM.
 ES0969'
 ES0969'REACH BY FOLLOWING MAIN RIM RD.
 ES0969'
 ES0969'STATION MARK--STANDARD BRONZE TABLET STAMPED---PROMONTORY 1932---,
 ES0969'IN CONCRETE UNDER CENTER OF TOWER.
 ES0969'
 ES0969'RM 1--STANDARD RM TABLET STAMPED---PROMONTORY NO 1 1932---, IN
 ES0969'CONCRETE.
 ES0969'
 ES0969'RM 2--STANDARD RM TABLET STAMPED---PROMONTORY NO 2 1932---, IN
 ES0969'CONCRETE.
 ES0969
 ES0969                          STATION RECOVERY (1938)
 ES0969
 ES0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 ES0969'A U.S. GEOLOGICAL SURVEY BENCH MARK IS SET UNDER THE CENTER
 ES0969'OF THE PROMONTORY LOOKOUT TOWER.  IT IS SET IN A 10 INCH
 ES0969'SQUARE BLOCK OF CONCRETE, PROJECTS 8 INCHES AND IS STAMPED
 ES0969'PROMONTORY 1932.
 ES0969'
 ES0969'TO REACH THE STATION FROM THE POST OFFICE IN YOUNG.  GO EAST
 ES0969'AND NORTH ON THE HOLBROOK ROAD 25.7 MILES TO THE RIM ROAD
 ES0969'LEFT.  TURN LEFT GO 12.3 MILES TO A FORK.  TURN LEFT, GO 2.2
 ES0969'MILES TO THE STATION ON LEFT ABOUT 0.1 MILE BEFORE REACHING
 ES0969'LOOKOUT TOWER.
 ES0969
 ES0969                          STATION RECOVERY (1960)
 ES0969
 ES0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0969'RECOVERED AS DESCIRBED.  ALL MARKS IN GOOD CONDITION.
 ES0969
 ES0969                          STATION RECOVERY (2005)
 ES0969
 ES0969'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0969'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0934 ***********************************************************************
 ES0934  DESIGNATION -  PROMONTORY
 ES0934  PID         -  ES0934
 ES0934  STATE/COUNTY-  AZ/COCONINO
 ES0934  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0934
 ES0934                         *CURRENT SURVEY CONTROL
 ES0934  ___________________________________________________________________
 ES0934* NAD 83(1992)-  34 20 44.22009(N)    111 02 50.67039(W)     ADJUSTED  
 ES0934* NAVD 88     -      2413.4    (meters)    7918.     (feet)  VERTCON   
 ES0934  ___________________________________________________________________
 ES0934  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 ES0934  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0934  HORZ ORDER  -  SECOND
 ES0934
 ES0934.The horizontal coordinates were established by classical geodetic methods
 ES0934.and adjusted by the National Geodetic Survey in August 1993.
 ES0934
 ES0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0934
 ES0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0934
 ES0934.The geoid height was determined by GEOID03.
 ES0934
 ES0934;                    North         East     Units Scale Factor Converg.
 ES0934;SPC AZ C     -   371,330.002   293,332.662   MT  0.99997881   +0 29 25.6
 ES0934;SPC AZ C     - 1,218,274.28    962,377.50   iFT  0.99997881   +0 29 25.6
 ES0934;SPC AZ E     -   371,339.106   132,330.809   MT  0.99998091   -0 29 48.9
 ES0934;SPC AZ E     - 1,218,304.15    434,156.20   iFT  0.99998091   -0 29 48.9
 ES0934;UTM  12      - 3,800,479.369   495,639.744   MT  0.99960023   -0 01 36.3
 ES0934
 ES0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0934!SPC AZ C     -   0.99962510  x   0.99997881  =   0.99960392
 ES0934!SPC AZ E     -   0.99962510  x   0.99998091  =   0.99960602
 ES0934!UTM  12      -   0.99962510  x   0.99960023  =   0.99922548
 ES0934
 ES0934|---------------------------------------------------------------------|
 ES0934| PID    Reference Object                     Distance      Geod. Az  |
 ES0934|                                                           dddmmss.s |
 ES0934| DZ1422 PROMONTORY RM 1                      12.742 METERS 03626     |
 ES0934| DZ1421 PROMONTORY RM 2                       9.268 METERS 11259     |
 ES0934| ES1096 RIM LINE                            APPROX.16.0 KM 1144343.1 |
 ES0934|---------------------------------------------------------------------|
 ES0934
 ES0934                          SUPERSEDED SURVEY CONTROL
 ES0934
 ES0934  NAD 83(1986)-  34 20 44.21575(N)    111 02 50.67750(W) AD(       ) 2
 ES0934  NGVD 29 (08/03/87) 2412.4    (m)         7915.     (f) VERT ANG    3  
 ES0934
 ES0934.Superseded values are not recommended for survey control.
 ES0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0934.See file dsdata.txt to determine how the superseded data were derived.
 ES0934
 ES0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9564000479(NAD 83)
 ES0934_MARKER: DS = TRIANGULATION STATION DISK
 ES0934_SETTING: 66 = SET IN ROCK OUTCROP
 ES0934_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0934+STABILITY: POSITION/ELEVATION WELL
 ES0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0934+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 ES0934
 ES0934  HISTORY     - Date     Condition        Report By
 ES0934  HISTORY     - 1926     MONUMENTED       USFS
 ES0934  HISTORY     - 1960     GOOD             USGS
 ES0934  HISTORY     - 1984     GOOD             AZDT
 ES0934  HISTORY     - 20081023 GOOD             GEOCAC
 ES0934
 ES0934                          STATION DESCRIPTION
 ES0934
 ES0934'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0934'RECOVERED IN GOOD CONDITION.
 ES0934'
 ES0934'LOCATED ON TOP OF MOGOLLON RIM, ON HIGH, SOUTH POINT OF
 ES0934'PROMONTORY.
 ES0934'
 ES0934'TO REACH DRIVE OVER MOGOLLON RIM RD. TO WITHIN 3 MI OF STATION.
 ES0934'LEAVE RD. AT SIGN DERICK TRAIL.  CAN ALSO BE REACHED FROM
 ES0934'INDIAN GARDEN BY SADDLE HORSE OVER OLD DERICK TRAIL TO TOP OF
 ES0934'RIM, THEN E. ALONG RIM TO STATION.
 ES0934'
 ES0934'STATION MARK--USFS BRONZE DISK, STAMPING UNKNOWN, CEMENTED IN
 ES0934'SOLID ROCK.
 ES0934'
 ES0934'RMS--NONE SET.
 ES0934'
 ES0934'NOTE--LOGGING RDS. IN VICINITY ENABLE ONE TO DRIVE WITHIN ABOUT
 ES0934'300 YARDS BY PICKING ONES WAY THROUGH MAZE OF SKID RDS.
 ES0934
 ES0934                          STATION RECOVERY (1984)
 ES0934
 ES0934'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0934'THE STATION IS LOCATED 18 MILES NORTHEAST OF PAYSON ON THE SOUTHEAST
 ES0934'EDGE OF PROMONTORY BUTTE WHICH IS ON THE MOGOLLON RIM.
 ES0934'
 ES0934'THE STATION MARK IS A USFS DISK STAMPED---PROMONTORY 1926---.  IT IS
 ES0934'SET IN A DRILL HOLE IN A ROCK OUTCROP AT THE EDGE OF THE RIM.
 ES0934'
 ES0934'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PROMONTORY RM 1 1984---. IT
 ES0934'IS SET IN A DRILL HOLE IN BED ROCK.
 ES0934'
 ES0934'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PROMONTORY RM 2 1984---. IT
 ES0934'IS SET IN A DRILL HOLE IN BEDROCK.
 ES0934'
 ES0934'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ALONG
 ES0934'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN LEFT AND TRAVEL
 ES0934'NORTH ALONG SR 87 FOR 0.7 MILE TO THE JUNCTION OF STATE ROUTE 260.
 ES0934'TURN RIGHT AND TRAVEL EAST ALONG STATE ROUTE 260 FOR 24.95 MILES TO
 ES0934'THE ADOT HIGHWAY DEPARTMENT MAINTENANCE YARD ON THE LEFT, CONTINUE
 ES0934'AHEAD ALONG THE HIGHWAY FOR 4.85 MILES TO WOODS CANYON ROAD ON THE
 ES0934'LEFT.  TURN LEFT FOR 3.25 MILES TO THE END OF THE PAVEMENT AT A ROAD
 ES0934'ON THE RIGHT. CONTINUE AHEAD OF FS TRAIL 300 FOR 5.25 MILES TO FS ROAD
 ES0934'169 ON THE RIGHT.  BEAR LEFT ON FS TRAIL 300 FOR 0.9 MILE TO FS TRAIL
 ES0934'34 ON THE RIGHT.  BEAR LEFT ON FS 300 FOR 2.15 MILES TO PROMONTORY
 ES0934'LOOKOUT TOWER ON THE RIGHT, CONTINUE WEST ALONG FS 300 FOR 0.9 MILE TO
 ES0934'FS TRAIL 76 ON THE LEFT.  BEAR LEFT ON FS TRAIL 76 FOR 2-0 MILES TO A
 ES0934'FORK.  TAKE THE RIGHT FORK SOUTH FOR 0.3 MILE TO A FORK.  TAKE THE
 ES0934'LEFT FORK FOR 0.3 MILE TO A T ROAD LEFT.  TURN LEFT AND CONTINUE 0.3
 ES0934'TO ANOTHER T ROAD LEFT.  TURN LEFT AND TRAVEL 0.2 MILE TO A FORK.
 ES0934'TAKE THE RIGHT FORK FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  THE
 ES0934'STATION IS STRAIGHT AHEAD AT EDGE OF RIM.
 ES0934
 ES0934                          STATION RECOVERY (2008)
 ES0934
 ES0934'RECOVERY NOTE BY GEOCACHING 2008 (DC)
 ES0934'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0773 ***********************************************************************
 DT0773  DESIGNATION -  PRONG
 DT0773  PID         -  DT0773
 DT0773  STATE/COUNTY-  AZ/GRAHAM
 DT0773  USGS QUAD   -  WILLOW MTN (1967)
 DT0773
 DT0773                         *CURRENT SURVEY CONTROL
 DT0773  ___________________________________________________________________
 DT0773* NAD 83(1992)-  33 24 20.16609(N)    109 32 12.06027(W)     ADJUSTED  
 DT0773* NAVD 88     -      2008.5    (meters)    6590.     (feet)  VERTCON   
 DT0773  ___________________________________________________________________
 DT0773  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DT0773  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 DT0773  HORZ ORDER  -  SECOND
 DT0773
 DT0773.The horizontal coordinates were established by classical geodetic methods
 DT0773.and adjusted by the National Geodetic Survey in August 1993.
 DT0773
 DT0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0773
 DT0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0773
 DT0773.The geoid height was determined by GEOID03.
 DT0773
 DT0773;                    North         East     Units Scale Factor Converg.
 DT0773;SPC AZ E     -   266,908.913   271,957.715   MT  0.99994232   +0 20 48.7
 DT0773;SPC AZ E     -   875,685.41    892,249.72   iFT  0.99994232   +0 20 48.7
 DT0773;UTM  12      - 3,697,210.259   636,073.927   MT  0.99982828   +0 48 20.8
 DT0773
 DT0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0773!SPC AZ E     -   0.99968862  x   0.99994232  =   0.99963096
 DT0773!UTM  12      -   0.99968862  x   0.99982828  =   0.99951695
 DT0773
 DT0773|---------------------------------------------------------------------|
 DT0773| PID    Reference Object                     Distance      Geod. Az  |
 DT0773|                                                           dddmmss.s |
 DT0773| CD2515 PRONG RM 2                                         00258     |
 DT0773| DT0765 ROSE PEAK LOOKOUT                   APPROX.15.9 KM 0760420.8 |
 DT0773| CD2514 PRONG RM 1                                         08837     |
 DT0773| DT0774 WILLOW                              APPROX. 8.2 KM 3193111.6 |
 DT0773|---------------------------------------------------------------------|
 DT0773
 DT0773                          SUPERSEDED SURVEY CONTROL
 DT0773
 DT0773  NAD 83(1986)-  33 24 20.16231(N)    109 32 12.06098(W) AD(       ) 2
 DT0773  NAD 27      -  33 24 19.96249(N)    109 32 09.75861(W) AD(       ) 2
 DT0773  NGVD 29 (07/19/86) 2007.6    (m)         6587.     (f) VERT ANG    3  
 DT0773
 DT0773.Superseded values are not recommended for survey control.
 DT0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0773.See file dsdata.txt to determine how the superseded data were derived.
 DT0773
 DT0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3607497210(NAD 83)
 DT0773_MARKER: DD = SURVEY DISK
 DT0773_SETTING: 66 = SET IN ROCK OUTCROP
 DT0773
 DT0773  HISTORY     - Date     Condition        Report By
 DT0773  HISTORY     - 1967     MONUMENTED       USGS
 DT0773
 DT0773                          STATION DESCRIPTION
 DT0773
 DT0773'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DSF)
 DT0773'LOCATED ABOUT 37 MI. SE. OF WHITERIVER.  ABOUT 25 MI. NNW.
 DT0773'OF MORENCI.  ON THE NORTHERN END OF A FLAT, JUNIPER-COVERED
 DT0773'RIDGE THAT OVERLOOKS THE PRONG CREEKS AREA TO THE N. AND E.
 DT0773'
 DT0773'TO REACH FROM THE POST OFFICE IN GLOBE, GO E. ON U.S. HIGHWAY
 DT0773'70 FOR 25.8 MI. TO GRAVEL RD. LEFT (SOON TO BE PAVED).  TURN
 DT0773'LEFT AS PER SIGN POINT OF PINES AND GO 24.1 MI.  KEEP RIGHT
 DT0773'AT FORK AS PER SIGN ARSENIC TUBS AND CONTINUE ON MAIN RD. FOR
 DT0773'13.3 MI. (AT THIS POINT THE MAIN RD. IS BEING CONSTRUCTED TO
 DT0773'LEFT BUT COMPLETION DATE IS UNCERTAIN SO, THE DESCRIPTION IS
 DT0773'CONTINUED ON PRESENT RD. -- WHEN NEW RD. IS COMPLETED MERELY
 DT0773'FOLLOW IT TO POINT OF PINES AND CONTINUE DESCRIPTION FROM
 DT0773'THERE).  CONTINUE STRAIGHT AHEAD FOR 1.1 MI. TO RD. LEFT AT
 DT0773'CATTLEGUARD.  TURN LEFT ACROSS CATTLEGUARD AND GO 10.6 MI. TO
 DT0773'BETTER GRAVEL RD. (KNOWN AS PHELPS-DODGE RD.).  TURN LEFT
 DT0773'AND CONTINUE 5.5 MI. TO POINT OF PINES.  CONTINUE
 DT0773'STRAIGHT AHEAD THROUGH POINT OF PINES FOR 0.4 MI.  TAKE
 DT0773'RIGHT FORK AND GO 2.3 MI.  TO CURVE AND CATTLEGUARD.
 DT0773'CROSS CATTLEGUARD AND KEEP RIGHT ON TRACK RD.  GO 0.8 MI.
 DT0773'TAKE RIGHT FORK AND CONTINUE 3.1 MI.  KEEP RIGHT AT FORK
 DT0773'AND CONTINUE 2.8 MI.  TAKE RIGHT FORK AND GO 1.7 MI.  PASS
 DT0773'THROUGH GATE AND CONTINUE ON TRACK RD.  FOR 5.7 MI. TO
 DT0773'CORRAL ON TOP OF RIDGE AND END OF TRUCK TRAVEL.  PACK E. ALONG
 DT0773'TOP OF RIDGE CROSSING TWO SMALL SADDLES FOR
 DT0773'APPROXIMATELY 0.5 MI. TO HIGHEST POINT AND STATION.  STATION
 DT0773'IS ON N. END OF FLAT RIDGE THAT IS ABOUT 0.2 MI. LONG.
 DT0773'
 DT0773'STATION MARK--A USGS ALUMINUM TABLET STAMPED PRONG 1967 SET
 DT0773'IN DRILL HOLE IN OUTCROPPING ROCK.
 DT0773'
 DT0773'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 DT0773'NO 1 1967 SET IN DRILL HOLE IN OUTCROPPING ROCK.
 DT0773'
 DT0773'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 DT0773'STAMPED NO 2 1967 SET IN DRILL HOLE IN OUTCROPPING ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2247 ***********************************************************************
 DV2247  DESIGNATION -  PROV
 DV2247  PID         -  DV2247
 DV2247  STATE/COUNTY-  AZ/MARICOPA
 DV2247  USGS QUAD   -  LONE BUTTE (1973)
 DV2247
 DV2247                         *CURRENT SURVEY CONTROL
 DV2247  ___________________________________________________________________
 DV2247* NAD 83(2007)-  33 17 31.60554(N)    112 00 52.78426(W)     NO CHECK  
 DV2247* NAVD 88     -       360.5    (meters)    1183.     (feet)  VERTCON   
 DV2247  ___________________________________________________________________
 DV2247  EPOCH DATE  -        2007.00
 DV2247  X           -  -2,000,555.515 (meters)                     COMP
 DV2247  Y           -  -4,947,902.760 (meters)                     COMP
 DV2247  Z           -   3,481,265.678 (meters)                     COMP
 DV2247  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DV2247  ELLIP HEIGHT-         330.523 (meters)          (02/10/07) NO CHECK
 DV2247  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV2247
 DV2247  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2247  Type    PID    Designation                      North   East  Ellip
 DV2247  -------------------------------------------------------------------
 DV2247  NETWORK DV2247 PROV                              2.82   2.21  11.23
 DV2247  -------------------------------------------------------------------
 DV2247
 DV2247.The horizontal coordinates were established by GPS observations
 DV2247.and adjusted by the National Geodetic Survey in February 2007.
 DV2247
 DV2247.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2247.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2247.No horizontal observational check was made to the station.
 DV2247.The horizontal coordinates are valid at the epoch date displayed above.
 DV2247.The epoch date for horizontal control is a decimal equivalence
 DV2247.of Year/Month/Day.
 DV2247
 DV2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2247
 DV2247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2247
 DV2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2247
 DV2247.The ellipsoidal height was determined by GPS observations
 DV2247.and is referenced to NAD 83.
 DV2247
 DV2247.The geoid height was determined by GEOID03.
 DV2247
 DV2247;                    North         East     Units Scale Factor Converg.
 DV2247;SPC AZ C     -   254,149.942   204,233.202   MT  0.99990103   -0 03 13.6
 DV2247;SPC AZ C     -   833,825.27    670,056.44   iFT  0.99990103   -0 03 13.6
 DV2247;UTM  12      - 3,684,130.546   405,526.074   MT  0.99971004   -0 33 25.2
 DV2247
 DV2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2247!SPC AZ C     -   0.99994811  x   0.99990103  =   0.99984915
 DV2247!UTM  12      -   0.99994811  x   0.99971004  =   0.99965817
 DV2247
 DV2247                          SUPERSEDED SURVEY CONTROL
 DV2247
 DV2247  ELLIP H (06/11/02)  330.556  (m)                       GP(       ) 4 2
 DV2247  NAD 83(1992)-  33 17 31.60411(N)    112 00 52.78415(W) AD(       ) 1
 DV2247  ELLIP H (08/23/93)  330.629  (m)                       GP(       ) 4 2
 DV2247  NAD 83(1986)-  33 17 31.59788(N)    112 00 52.78922(W) AD(       ) 1
 DV2247  NGVD 29 (09/11/89)  359.9    (m)         1181.     (f) GPS OBS     3  
 DV2247
 DV2247.Superseded values are not recommended for survey control.
 DV2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2247.See file dsdata.txt to determine how the superseded data were derived.
 DV2247
 DV2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0552684131(NAD 83)
 DV2247_MARKER: DD = SURVEY DISK
 DV2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2247_STAMPING: PROV 1986
 DV2247_MARK LOGO: AZDT  
 DV2247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2247+STABILITY: SURFACE MOTION
 DV2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2247+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2007
 DV2247
 DV2247  HISTORY     - Date     Condition        Report By
 DV2247  HISTORY     - 1986     MONUMENTED       AZDT
 DV2247  HISTORY     - 19960617 GOOD             AZDT
 DV2247  HISTORY     - 20051019 GOOD             USPSQD
 DV2247  HISTORY     - 20070705 GOOD             GEOCAC
 DV2247
 DV2247                          STATION DESCRIPTION
 DV2247
 DV2247'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2247'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF
 DV2247'GUADALUPE, ARIZONA.
 DV2247'
 DV2247'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HWY. 10
 DV2247'AND CHANDLER ROAD, GO WEST ON CHANDLER ROAD FOR 4.05 KM (2.5 MI) TO
 DV2247'32ND STREET.  TURN LEFT ON 32ND STREET AND GO SOUTH FOR 1.62
 DV2247'KM (1.0 MI) TO THE STATION ON THE RIGHT.
 DV2247'
 DV2247'THE STATION IS A STANDARD AGS DISK
 DV2247'STAMPED---PROV 1986---,
 DV2247'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2247'25 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 DV2247'5.97 METERS (19.6 FT) WEST FROM THE CENTERLINE OF THE SOUTHBOUND
 DV2247'LANE OF 32ND STREET,
 DV2247'0.21 METERS (0.7 FT) WEST FROM THE WEST EDGE OF THE WEST SIDE
 DV2247'SIDEWALK,
 DV2247'93 METERS (305 FT) NORTH FROM THE SOUTH END OF THE WEST SIDE
 DV2247'SIDEWALK,
 DV2247'112.8 METERS (370 FT) NORTH FROM THE CENTERLINE OF PECOS ROAD.
 DV2247'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2247'STAMPED---PROV 1986---,
 DV2247'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2247
 DV2247                          STATION RECOVERY (1996)
 DV2247
 DV2247'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1996 (DM)
 DV2247'RECOVERED IN GOOD CONDITION.  NOTE--NOT SUITABLE FOR GPS DUE TO TREES.
 DV2247
 DV2247                          STATION RECOVERY (2005)
 DV2247
 DV2247'RECOVERY NOTE BY US POWER SQUADRON 2005 (DA)
 DV2247'RECOVERED IN GOOD CONDITION.
 DV2247
 DV2247                          STATION RECOVERY (2007)
 DV2247
 DV2247'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5883 ***********************************************************************
 DJ5883  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5883  DESIGNATION -  PUBLIC SAFETY
 DJ5883  PID         -  DJ5883
 DJ5883  STATE/COUNTY-  AZ/MARICOPA
 DJ5883  USGS QUAD   -  TOLLESON (1982)
 DJ5883
 DJ5883                         *CURRENT SURVEY CONTROL
 DJ5883  ___________________________________________________________________
 DJ5883* NAD 83(2007)-  33 28 03.98195(N)    112 17 23.92228(W)     ADJUSTED  
 DJ5883* NAVD 88     -       309.50   (meters)    1015.4    (feet)  GPS OBS   
 DJ5883  ___________________________________________________________________
 DJ5883  EPOCH DATE  -        2007.00
 DJ5883  X           -  -2,020,225.678 (meters)                     COMP
 DJ5883  Y           -  -4,928,274.324 (meters)                     COMP
 DJ5883  Z           -   3,497,507.013 (meters)                     COMP
 DJ5883  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DJ5883  ELLIP HEIGHT-         279.147 (meters)          (03/21/07) ADJUSTED
 DJ5883  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DJ5883  HORZ ORDER  -  FIRST
 DJ5883  ELLP ORDER  -  FOURTH    CLASS I
 DJ5883
 DJ5883.The horizontal coordinates were established by GPS observations
 DJ5883.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5883
 DJ5883.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5883.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5883.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5883.The epoch date for horizontal control is a decimal equivalence
 DJ5883.of Year/Month/Day.
 DJ5883
 DJ5883.The orthometric height was determined by GPS observations and a
 DJ5883.high-resolution geoid model.
 DJ5883.The orthometric height was determined by GPS observations and a
 DJ5883.high-resolution geoid model using precise GPS observation and
 DJ5883.processing techniques.
 DJ5883
 DJ5883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5883
 DJ5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5883
 DJ5883.The ellipsoidal height was determined by GPS observations
 DJ5883.and is referenced to NAD 83.
 DJ5883
 DJ5883.The geoid height was determined by GEOID03.
 DJ5883
 DJ5883;                    North         East     Units Scale Factor Converg.
 DJ5883;SPC AZ C     -   273,688.728   178,661.448   MT  0.99991484   -0 12 21.1
 DJ5883;SPC AZ C     -   897,928.90    586,159.61   iFT  0.99991484   -0 12 21.1
 DJ5883;UTM  12      - 3,703,890.444   380,131.491   MT  0.99977714   -0 42 41.3
 DJ5883
 DJ5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5883!SPC AZ C     -   0.99995618  x   0.99991484  =   0.99987102
 DJ5883!UTM  12      -   0.99995618  x   0.99977714  =   0.99973333
 DJ5883
 DJ5883                          SUPERSEDED SURVEY CONTROL
 DJ5883
 DJ5883.No superseded survey control is available for this station.
 DJ5883
 DJ5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8013103890(NAD 83)
 DJ5883_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5883_STAMPING: PUBLIC SAFETY 2006
 DJ5883_MARK LOGO: NGS   
 DJ5883_PROJECTION: FLUSH
 DJ5883_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5883+STABILITY: SURFACE MOTION
 DJ5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ5883+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DJ5883
 DJ5883  HISTORY     - Date     Condition        Report By
 DJ5883  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5883  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5883
 DJ5883                          STATION DESCRIPTION
 DJ5883
 DJ5883'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5883'FROM THE INTERSECTION OF 107TH AVENUE AND I-10 IN AVONDALE, ARIZONA,
 DJ5883'TRAVEL NORTH ON 107TH AVENUE, 505M, TO THE CITY OF AVONDALE PUBLIC
 DJ5883'SAFETY ENTRANCE ON THE RIGHT (EAST).  TURN RIGHT INTO PUBLIC SAFETY
 DJ5883'COMPOUND AND CONTINUE NORTH ON 107TH AVENUE, 200M, TO THE SOUTH EAST
 DJ5883'CORNER OF THE EMPTY LOT NORTH OF THE PUBLIC SAFETY BUILDING.  STATION
 DJ5883'IS MARKED BY A NGS HORIZONTAL CONTROL DISK, STAMPED PUBLIC SAFETY
 DJ5883'2006, IN A CONCRETE POST, LEVEL WITH GROUND.  STATION IS 8M NORTH OF A
 DJ5883'BLOCK WALL SURROUNDING COVERED PARKING, 1.2M WEST OF A NORTH-SOUTH
 DJ5883'SIDEWALK, 1M NORTH OF AN EAST-WEST SIDEWALK AND 1M EAST OF A CARSONITE
 DJ5883'WITNESS MARKER.
 DJ5883
 DJ5883                          STATION RECOVERY (2008)
 DJ5883
 DJ5883'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5883'GPSR COORDINATES  N33 28.066   W112 17.399.  ELEV 1,011 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1185 ***********************************************************************
 CG1185  DESIGNATION -  PUEBLO
 CG1185  PID         -  CG1185
 CG1185  STATE/COUNTY-  AZ/COCHISE
 CG1185  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1185
 CG1185                         *CURRENT SURVEY CONTROL
 CG1185  ___________________________________________________________________
 CG1185* NAD 83(1992)-  31 31 02.79946(N)    110 15 25.42795(W)     ADJUSTED  
 CG1185* NAVD 88     -      1394.4    (meters)    4575.     (feet)  VERTCON   
 CG1185  ___________________________________________________________________
 CG1185  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CG1185  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CG1185  HORZ ORDER  -  SECOND
 CG1185
 CG1185.The horizontal coordinates were established by classical geodetic methods
 CG1185.and adjusted by the National Geodetic Survey in August 1993.
 CG1185
 CG1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1185
 CG1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1185
 CG1185.The geoid height was determined by GEOID03.
 CG1185
 CG1185;                    North         East     Units Scale Factor Converg.
 CG1185;SPC AZ E     -    57,368.883   204,774.560   MT  0.99990091   -0 02 50.1
 CG1185;SPC AZ E     -   188,218.12    671,832.55   iFT  0.99990091   -0 02 50.1
 CG1185;UTM  12      - 3,487,189.150   570,540.278   MT  0.99966137   +0 23 18.2
 CG1185
 CG1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1185!SPC AZ E     -   0.99978548  x   0.99990091  =   0.99968641
 CG1185!UTM  12      -   0.99978548  x   0.99966137  =   0.99944692
 CG1185
 CG1185|---------------------------------------------------------------------|
 CG1185| PID    Reference Object                     Distance      Geod. Az  |
 CG1185|                                                           dddmmss.s |
 CG1185| CS6146 PUEBLO RM 1                          12.145 METERS 00238     |
 CG1185| CS6147 PUEBLO RM 2                          12.275 METERS 17742     |
 CG1185|---------------------------------------------------------------------|
 CG1185
 CG1185                          SUPERSEDED SURVEY CONTROL
 CG1185
 CG1185  NAD 83(1986)-  31 31 02.79138(N)    110 15 25.41881(W) AD(       ) 2
 CG1185  NGVD 29 (06/28/91) 1393.5    (m)         4572.     (f) VERT ANG    3  
 CG1185
 CG1185.Superseded values are not recommended for survey control.
 CG1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1185.See file dsdata.txt to determine how the superseded data were derived.
 CG1185
 CG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7054087189(NAD 83)
 CG1185_MARKER: DS = TRIANGULATION STATION DISK
 CG1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1185+STABILITY: SURFACE MOTION
 CG1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1185+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 CG1185
 CG1185  HISTORY     - Date     Condition        Report By
 CG1185  HISTORY     - 1986     MONUMENTED       AZDT
 CG1185  HISTORY     - 20030428 GOOD             NGS
 CG1185
 CG1185                          STATION DESCRIPTION
 CG1185
 CG1185'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1185'THE STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF SIERRA VISTA ALONG THE
 CG1185'EAST SIDE OF STATE ROUTE 92 AT MILE POST 323.8.
 CG1185'
 CG1185'THE STATION MARK IS AN AZDT DISK STAMPED---PUEBLO 1986---.  IT IS SET
 CG1185'IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 96 FEET EAST OF THE
 CG1185'CENTER LINE OF STATE ROUTE 92, 66 FEET SOUTH OF A RIGHT OF WAY FENCE
 CG1185'CORNER AT A WASH AND 11 FEET EAST OF A TRACK ROAD.
 CG1185'
 CG1185'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---PUEBLO RM 1 1986---.  IT IS
 CG1185'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET EAST OF THE
 CG1185'RIGHT OF WAY FENCE.
 CG1185'
 CG1185'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---PUEBLO RM 2 1986---.  IT IS
 CG1185'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET EAST OF THE
 CG1185'RIGHT OF WAY FENCE.
 CG1185'
 CG1185'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1185'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN RIGHT AND
 CG1185'TRAVEL SOUTH ALONG STATE ROUTE 92 FOR 2.75 MILES TO THE STATION ON THE
 CG1185'LEFT.
 CG1185
 CG1185                          STATION RECOVERY (2003)
 CG1185
 CG1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1185'STATION IS 0.05 MI S OF JUNCTION OF AZ 92 AND ST. ANDREWS DRIVE.  IT
 CG1185'IS BETWEEN TWO METAL WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1098 ***********************************************************************
 CG1098  DESIGNATION -  PUERTECITO
 CG1098  PID         -  CG1098
 CG1098  STATE/COUNTY-  AZ/PIMA
 CG1098  USGS QUAD   -  WILBUR CANYON (1980)
 CG1098
 CG1098                         *CURRENT SURVEY CONTROL
 CG1098  ___________________________________________________________________
 CG1098* NAD 83(1992)-  31 37 00.45308(N)    111 29 30.21097(W)     ADJUSTED  
 CG1098* NAVD 88     -      1084.     (meters)    3556.     (feet)  SCALED    
 CG1098  ___________________________________________________________________
 CG1098  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CG1098  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CG1098  HORZ ORDER  -  FIRST
 CG1098
 CG1098.The horizontal coordinates were established by classical geodetic methods
 CG1098.and adjusted by the National Geodetic Survey in August 1993.
 CG1098
 CG1098.The orthometric height was scaled from a topographic map.
 CG1098
 CG1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1098
 CG1098.The geoid height was determined by GEOID03.
 CG1098
 CG1098;                    North         East     Units Scale Factor Converg.
 CG1098;SPC AZ C     -    68,458.277   253,676.289   MT  0.99992004   +0 13 22.0
 CG1098;SPC AZ C     -   224,600.65    832,271.29   iFT  0.99992004   +0 13 22.0
 CG1098;UTM  12      - 3,498,066.235   453,361.527   MT  0.99962683   -0 15 28.0
 CG1098
 CG1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1098!SPC AZ C     -   0.99983459  x   0.99992004  =   0.99975464
 CG1098!UTM  12      -   0.99983459  x   0.99962683  =   0.99946148
 CG1098
 CG1098:                Primary Azimuth Mark                     Grid Az
 CG1098:SPC AZ C     -  PUERTECITO AZ MK                         171 49 51.2
 CG1098:UTM  12      -  PUERTECITO AZ MK                         172 18 41.2
 CG1098
 CG1098|---------------------------------------------------------------------|
 CG1098| PID    Reference Object                     Distance      Geod. Az  |
 CG1098|                                                           dddmmss.s |
 CG1098| CH6145 PUERTECITO AZ MK                                   1720313.2 |
 CG1098| CH6146 PUERTECITO RM 1                      11.600 METERS 18302     |
 CG1098| CH6147 PUERTECITO RM 2                      15.605 METERS 28140     |
 CG1098|---------------------------------------------------------------------|
 CG1098
 CG1098                          SUPERSEDED SURVEY CONTROL
 CG1098
 CG1098  NAD 83(1986)-  31 37 00.44344(N)    111 29 30.20949(W) AD(       ) 1
 CG1098  NAD 27      -  31 37 00.12500(N)    111 29 27.82900(W) AD(       ) 1
 CG1098
 CG1098.Superseded values are not recommended for survey control.
 CG1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1098.See file dsdata.txt to determine how the superseded data were derived.
 CG1098
 CG1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV5336298066(NAD 83)
 CG1098_MARKER: DS = TRIANGULATION STATION DISK
 CG1098_SETTING: 80 = SET IN A BOULDER
 CG1098_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1098
 CG1098  HISTORY     - Date     Condition        Report By
 CG1098  HISTORY     - 1935     MONUMENTED       CGS
 CG1098  HISTORY     - 1968     GOOD             AMS
 CG1098
 CG1098                          STATION DESCRIPTION
 CG1098
 CG1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1098'ABOUT 9-1/2 MILES NORTH AND 1-1/2 MILES EAST OF SASABE, ON A SMALL
 CG1098'HILL COVERED WITH BOULDERS.  THIS IS THE ONLY NOTICEABLE HILL
 CG1098'FOR A RADIUS OF SEVERAL MILES.  MARKED BY A STANDARD BRONZE DISK.
 CG1098'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1098'REFERENCE DISK, IS 11.600 METERS (38.06 FEET) FROM
 CG1098'STATION S 03 DEG 02 MIN W. REFERENCE MARK NO. 2, A
 CG1098'STANDARD BRONZE REFERENCE DISK, IS 15.605 METERS (51.20
 CG1098'FEET) FROM STATION N 78 DEG 20 MIN W. AZIMUTH MARK,
 CG1098'A STANDARD BRONZE DISK, IS ON A SMALL ROCKY KNOLL AND
 CG1098'ONE-QUARTER MILE FROM STATION S 07 DEG 58 MIN E.
 CG1098
 CG1098                          STATION RECOVERY (1968)
 CG1098
 CG1098'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 CG1098'STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK RECOVERED
 CG1098'IN GOOD CONDITION.
 CG1098'
 CG1098'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1301 ***********************************************************************
 DA1301  DESIGNATION -  PUERTO
 DA1301  PID         -  DA1301
 DA1301  STATE/COUNTY-  AZ/PIMA
 DA1301  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1301
 DA1301                         *CURRENT SURVEY CONTROL
 DA1301  ___________________________________________________________________
 DA1301* NAD 83(1992)-  32 00 16.29396(N)    112 51 29.39956(W)     ADJUSTED  
 DA1301* NAVD 88     -       959.3    (meters)    3147.     (feet)  VERTCON   
 DA1301  ___________________________________________________________________
 DA1301  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DA1301  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DA1301  HORZ ORDER  -  THIRD
 DA1301
 DA1301.The horizontal coordinates were established by classical geodetic methods
 DA1301.and adjusted by the National Geodetic Survey in August 1993.
 DA1301
 DA1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1301
 DA1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1301
 DA1301.The geoid height was determined by GEOID03.
 DA1301
 DA1301;                    North         East     Units Scale Factor Converg.
 DA1301;SPC AZ C     -   111,756.223   124,406.217   MT  0.99999755   -0 29 56.5
 DA1301;SPC AZ C     -   366,654.27    408,156.88   iFT  0.99999755   -0 29 56.5
 DA1301;UTM  12      - 3,542,446.115   324,481.273   MT  0.99997994   -0 59 06.2
 DA1301
 DA1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1301!SPC AZ C     -   0.99985444  x   0.99999755  =   0.99985199
 DA1301!UTM  12      -   0.99985444  x   0.99997994  =   0.99983438
 DA1301
 DA1301:                Primary Azimuth Mark                     Grid Az
 DA1301:SPC AZ C     -  DEL                                      035 07 23.9
 DA1301:UTM  12      -  DEL                                      035 36 33.6
 DA1301
 DA1301|---------------------------------------------------------------------|
 DA1301| PID    Reference Object                     Distance      Geod. Az  |
 DA1301|                                                           dddmmss.s |
 DA1301| DA1521 DEL                                 APPROX.11.7 KM 0343727.4 |
 DA1301|---------------------------------------------------------------------|
 DA1301
 DA1301                          SUPERSEDED SURVEY CONTROL
 DA1301
 DA1301  NAD 83(1986)-  32 00 16.27549(N)    112 51 29.40580(W) AD(       ) 3
 DA1301  NGVD 29 (06/20/88)  958.6    (m)         3145.     (f) VERT ANG    3  
 DA1301
 DA1301.Superseded values are not recommended for survey control.
 DA1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1301.See file dsdata.txt to determine how the superseded data were derived.
 DA1301
 DA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2448142446(NAD 83)
 DA1301_MARKER: DS = TRIANGULATION STATION DISK
 DA1301_SETTING: 66 = SET IN ROCK OUTCROP
 DA1301_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1301+STABILITY: POSITION/ELEVATION WELL
 DA1301
 DA1301  HISTORY     - Date     Condition        Report By
 DA1301  HISTORY     - 1962     MONUMENTED       USGS
 DA1301
 DA1301                          STATION DESCRIPTION
 DA1301
 DA1301'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1301'LOCATED ABOUT 25 MI S. OF AJO, 10 MI NW. OF LUKEVILLE.  ON WESTERN
 DA1301'END AND HIGHEST POINT OF SHARP TOP, HIGHEST POINT IN AREA, IN
 DA1301'PUERTO BLANCO MOUNTAINS.
 DA1301'
 DA1301'REACHED BY HELICOPTER.
 DA1301'
 DA1301'STATION MARK--STANDARD TABLET STAMPED---PUERTO 1962---, CEMENTED IN
 DA1301'DRILL HOLE IN ROCK OUTCROP.
 DA1301'
 DA1301'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, CEMENTED IN DRILL
 DA1301'HOLE IN ROCK OUTCROP.
 DA1301'
 DA1301'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, CEMENTED IN DRILL
 DA1301'HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0573 ***********************************************************************
 FR0573  DESIGNATION -  PULL
 FR0573  PID         -  FR0573
 FR0573  STATE/COUNTY-  AZ/MOHAVE
 FR0573  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0573
 FR0573                         *CURRENT SURVEY CONTROL
 FR0573  ___________________________________________________________________
 FR0573* NAD 83(1992)-  35 09 47.35759(N)    113 39 20.11084(W)     ADJUSTED  
 FR0573* NAVD 88     -      1109.524  (meters)    3640.16   (feet)  POSTED    
 FR0573  ___________________________________________________________________
 FR0573  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FR0573  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FR0573  DYNAMIC HT  -        1108.170 (meters)    3635.72  (feet)  COMP
 FR0573  MODELED GRAV-     979,373.3   (mgal)                       NAVD 88
 FR0573
 FR0573  HORZ ORDER  -  SECOND
 FR0573  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0573
 FR0573.The horizontal coordinates were established by classical geodetic methods
 FR0573.and adjusted by the National Geodetic Survey in August 1993.
 FR0573
 FR0573.The orthometric height was determined by differential leveling
 FR0573.and adjusted by the  in 1992.
 FR0573.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0573.was located on a no-check spur therefore a value was not computed.
 FR0573.No vertical observational check was made to the station.
 FR0573
 FR0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0573
 FR0573.The geoid height was determined by GEOID03.
 FR0573
 FR0573.The dynamic height is computed by dividing the NAVD 88
 FR0573.geopotential number by the normal gravity value computed on the
 FR0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0573.degrees latitude (g = 980.6199 gals.).
 FR0573
 FR0573.The modeled gravity was interpolated from observed gravity values.
 FR0573
 FR0573;                    North         East     Units Scale Factor Converg.
 FR0573;SPC AZ W     -   461,692.619   221,961.135   MT  0.99993424   +0 03 15.7
 FR0573;SPC AZ W     - 1,514,739.56    728,218.95   iFT  0.99993424   +0 03 15.7
 FR0573;UTM  12      - 3,894,366.045   258,125.941   MT  1.00032106   -1 31 48.4
 FR0573
 FR0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0573!SPC AZ W     -   0.99983023  x   0.99993424  =   0.99976448
 FR0573!UTM  12      -   0.99983023  x   1.00032106  =   1.00015124
 FR0573
 FR0573|---------------------------------------------------------------------|
 FR0573| PID    Reference Object                     Distance      Geod. Az  |
 FR0573|                                                           dddmmss.s |
 FR0573| FR0574 PULL RM 1                            10.722 METERS 09429     |
 FR0573| FR0572 PULL RM 2                             7.923 METERS 17024     |
 FR0573| CH3125 PULL AZ MK                                         2761628.6 |
 FR0573|---------------------------------------------------------------------|
 FR0573
 FR0573                          SUPERSEDED SURVEY CONTROL
 FR0573
 FR0573  NAD 83(1986)-  35 09 47.35792(N)    113 39 20.11365(W) AD(       ) 2
 FR0573  NAD 27      -  35 09 47.34150(N)    113 39 17.32240(W) AD(       ) 2
 FR0573  NGVD 29 (??/??/92) 1108.708  (m)         3637.49   (f) ADJ UNCH    2 0
 FR0573
 FR0573.Superseded values are not recommended for survey control.
 FR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0573.See file dsdata.txt to determine how the superseded data were derived.
 FR0573
 FR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5812694366(NAD 83)
 FR0573_MARKER: DE = TRAVERSE STATION DISK
 FR0573_SETTING: 66 = SET IN ROCK OUTCROP
 FR0573_SP_SET: ROCK OUTCROP
 FR0573_STAMPING: PULL 1961
 FR0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0573+STABILITY: POSITION/ELEVATION WELL
 FR0573
 FR0573  HISTORY     - Date     Condition        Report By
 FR0573  HISTORY     - 1961     MONUMENTED       CGS
 FR0573  HISTORY     - 1962     GOOD             NGS
 FR0573
 FR0573                          STATION DESCRIPTION
 FR0573
 FR0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0573'THE STATION IS LOCATED ABOUT 24 MILES EAST OF KINGMAN, 6 MILES
 FR0573'NORTH OF STATE HIGHWAY 93, 1-1/4 MILES WEST OF THE HACKBERRY
 FR0573'ROAD AND 100 YARDS NORTH OF THE NORTH ONE OF THREE PIPELINES.
 FR0573'
 FR0573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FR0573'STATE HIGHWAY 93 IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEASTERLY
 FR0573'ON STATE HIGHWAY 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE
 FR0573'SOUTHEAST ON STATE HIGHWAY 93 FOR 1.4 MILES TO FORKS, KEEP
 FR0573'LEFT FORK FOR 0.1 MILE TO CROSSROAD AND SIGN HACKBERRY.  HERE
 FR0573'TURN AND GO NORTH ON A BLADED ROAD FOR 4.7 MILE TO A PIPELINE
 FR0573'AND A SIDE ROAD LEFT, TURN LEFT AND GO WEST ALONG PIPELINE FOR
 FR0573'1.2 MILES TO A TRACK ROAD RIGHT, TURN RIGHT AND GO NORTH FOR
 FR0573'0.15 MILE TO ANOTHER PIPELINE AND THE STATION ON THE SOUTHEAST
 FR0573'END OF A LARGE ROCKY KNOLL.
 FR0573'
 FR0573'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE NEAR
 FR0573'THE SOUTHEAST END OF A SMALL OUTCROPPING OF BEDROCK AND IS
 FR0573'STAMPED PULL 1961.
 FR0573'
 FR0573'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 FR0573'THE TOP OF A OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT AND
 FR0573'IS STAMPED PULL NO 1 1961.
 FR0573'
 FR0573'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 FR0573'IN THE TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET AND
 FR0573'IS STAMPED PULL NO 2 1961.
 FR0573'
 FR0573'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN THE TOP
 FR0573'OF 1 BY 2 FOOT OUTCROPPING ROCK WHICH PROJECTS ABOUT 2-INCHES
 FR0573'AND IS STAMPED PULL 1961.  THE MARK IS 97 FEET NORTH OF THE
 FR0573'APPROXIMATE CENTER OF THE PIPELINE RIGHT-OF-WAY, 3.4 FEET
 FR0573'SOUTHEAST OF A WITNESS POST AND APPROXIMATELY 250 FEET NORTHWEST
 FR0573'OF A PIPELINE MARKER NUMBER 306.
 FR0573'
 FR0573'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 FR0573'PIPELINE FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 FR0573'
 FR0573'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
 FR0573
 FR0573                          STATION RECOVERY (1962)
 FR0573
 FR0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0573'30.8 MI NE FROM KINGMAN.
 FR0573'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0573'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0573'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0573'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILE SOUTH OF
 FR0573'THE JUNCTION OF A DIRT ROAD LEADING EAST, THENCE 1.3 MILES WEST ALONG
 FR0573'THE PIPE LINE TO THE TOP OF A SMALL SADDLE AND THE JUNCTION OF A TRACK
 FR0573'ROAD LEADING NORTHEAST, THENCE ABOUT 0.15 MILE NORTHEAST ALONG THE
 FR0573'TRACK ROAD TO ANOTHER PIPE LINE, THENCE ABOUT 0.10 MILE EAST ALONG THE
 FR0573'PIPE LINE, THENCE ABOUT 100 YARDS NORTHEAST TO THE TOP OF A ROCKY
 FR0573'HILL, 35 FEET NORTHWEST OF THE CENTER OF A HIGH PILE OF LARGE ROCKS,
 FR0573'73 FEET SOUTHWEST OF A HIGH PILE OF LARGE ROCKS, AND SET IN THE TOP OF
 FR0573'A 4 BY 4 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0574 ***********************************************************************
 FR0574  DESIGNATION -  PULL RM 1
 FR0574  PID         -  FR0574
 FR0574  STATE/COUNTY-  AZ/MOHAVE
 FR0574  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0574
 FR0574                         *CURRENT SURVEY CONTROL
 FR0574  ___________________________________________________________________
 FR0574* NAD 83(1986)-  35 09 47.     (N)    113 39 20.     (W)     SCALED    
 FR0574* NAVD 88     -      1109.585  (meters)    3640.36   (feet)  POSTED    
 FR0574  ___________________________________________________________________
 FR0574  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FR0574  DYNAMIC HT  -        1108.230 (meters)    3635.92  (feet)  COMP
 FR0574  MODELED GRAV-     979,373.3   (mgal)                       NAVD 88
 FR0574
 FR0574  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0574
 FR0574.The horizontal coordinates were scaled from a topographic map and have
 FR0574.an estimated accuracy of +/- 6 seconds.
 FR0574
 FR0574.The orthometric height was determined by differential leveling
 FR0574.and adjusted by the  in 1992.
 FR0574.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0574.was located on a no-check spur therefore a value was not computed.
 FR0574.No vertical observational check was made to the station.
 FR0574
 FR0574.The geoid height was determined by GEOID03.
 FR0574
 FR0574.The dynamic height is computed by dividing the NAVD 88
 FR0574.geopotential number by the normal gravity value computed on the
 FR0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0574.degrees latitude (g = 980.6199 gals.).
 FR0574
 FR0574.The modeled gravity was interpolated from observed gravity values.
 FR0574
 FR0574;                    North         East    Units  Estimated Accuracy
 FR0574;SPC AZ W     -   461,680.      221,960.      MT  (+/- 180 meters Scaled)
 FR0574
 FR0574                          SUPERSEDED SURVEY CONTROL
 FR0574
 FR0574  NGVD 29 (??/??/92) 1108.769  (m)         3637.69   (f) ADJ UNCH    2 0
 FR0574
 FR0574.Superseded values are not recommended for survey control.
 FR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0574.See file dsdata.txt to determine how the superseded data were derived.
 FR0574
 FR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD581943(NAD 83)
 FR0574_MARKER: DR = REFERENCE MARK DISK
 FR0574_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0574_SP_SET: UNSPEC ROCK
 FR0574_STAMPING: PULL NO 2 1961
 FR0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0574
 FR0574  HISTORY     - Date     Condition        Report By
 FR0574  HISTORY     - 1961     MONUMENTED       CGS
 FR0574  HISTORY     - 1962     GOOD             NGS
 FR0574
 FR0574                          STATION DESCRIPTION
 FR0574
 FR0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0574'30.8 MI NE FROM KINGMAN.
 FR0574'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0574'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0574'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0574'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILE SOUTH OF
 FR0574'THE JUNCTION OF A DIRT ROAD LEADING EAST, THENCE 1.3 MILES WEST ALONG
 FR0574'THE PIPE LINE TO THE TOP OF A SMALL SADDLE AND THE JUNCTION OF A TRACK
 FR0574'ROAD LEADING NORTHEAST, THENCE ABOUT 0.15 MILE NORTHEAST ALONG THE
 FR0574'TRACK ROAD TO ANOTHER PIPE LINE, THENCE ABOUT 0.10 MILE EAST ALONG THE
 FR0574'PIPE LINE, THENCE ABOUT 100 YARDS NORTHEAST TO THE TOP OF A ROCKY
 FR0574'HILL, 35.2 FEET EAST OF TRAVERSE STATION PULL, 31 FEET NORTHEAST OF
 FR0574'LARGE PILE OF ROCKS, SET IN TOP OF THE SOUTHWEST CORNER OF AN 8 BY 10
 FR0574'FOOT ROCK PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0572 ***********************************************************************
 FR0572  DESIGNATION -  PULL RM 2
 FR0572  PID         -  FR0572
 FR0572  STATE/COUNTY-  AZ/MOHAVE
 FR0572  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0572
 FR0572                         *CURRENT SURVEY CONTROL
 FR0572  ___________________________________________________________________
 FR0572* NAD 83(1986)-  35 09 47.     (N)    113 39 20.     (W)     SCALED    
 FR0572* NAVD 88     -      1108.731  (meters)    3637.56   (feet)  POSTED    
 FR0572  ___________________________________________________________________
 FR0572  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FR0572  DYNAMIC HT  -        1107.370 (meters)    3633.10  (feet)  COMP
 FR0572  MODELED GRAV-     979,373.3   (mgal)                       NAVD 88
 FR0572
 FR0572  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0572
 FR0572.The horizontal coordinates were scaled from a topographic map and have
 FR0572.an estimated accuracy of +/- 6 seconds.
 FR0572
 FR0572.The orthometric height was determined by differential leveling
 FR0572.and adjusted by the  in 1992.
 FR0572.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0572.was located on a no-check spur therefore a value was not computed.
 FR0572.No vertical observational check was made to the station.
 FR0572
 FR0572.The geoid height was determined by GEOID03.
 FR0572
 FR0572.The dynamic height is computed by dividing the NAVD 88
 FR0572.geopotential number by the normal gravity value computed on the
 FR0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0572.degrees latitude (g = 980.6199 gals.).
 FR0572
 FR0572.The modeled gravity was interpolated from observed gravity values.
 FR0572
 FR0572;                    North         East    Units  Estimated Accuracy
 FR0572;SPC AZ W     -   461,680.      221,960.      MT  (+/- 180 meters Scaled)
 FR0572
 FR0572                          SUPERSEDED SURVEY CONTROL
 FR0572
 FR0572  NGVD 29 (??/??/92) 1107.915  (m)         3634.88   (f) ADJ UNCH    2 0
 FR0572
 FR0572.Superseded values are not recommended for survey control.
 FR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0572.See file dsdata.txt to determine how the superseded data were derived.
 FR0572
 FR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD581943(NAD 83)
 FR0572_MARKER: DR = REFERENCE MARK DISK
 FR0572_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0572_SP_SET: UNSPEC. ROCK
 FR0572_STAMPING: PULL NO 2 1961
 FR0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0572
 FR0572  HISTORY     - Date     Condition        Report By
 FR0572  HISTORY     - 1961     MONUMENTED       CGS
 FR0572  HISTORY     - 1962     GOOD             NGS
 FR0572
 FR0572                          STATION DESCRIPTION
 FR0572
 FR0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0572'30.8 MI NE FROM KINGMAN.
 FR0572'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0572'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0572'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0572'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILE SOUTH OF A
 FR0572'JUNCTION OF A DIRT ROAD LEADING EAST, THENCE 1.3 MILES WEST ALONG THE
 FR0572'PIPE LINE TO THE TOP OF A SMALL SADDLE AND THE JUNCTION OF A TRACK
 FR0572'ROAD LEADING NORTHEAST, THENCE ABOUT 0.15 MILE NORTHEAST ALONG THE
 FR0572'TRACK ROAD TO ANOTHER PIPE LINE, THENCE ABOUT 0.10 MILE EAST ALONG THE
 FR0572'PIPE LINE, THENCE ABOUT 100 YARDS NORTHEAST TO THE TOP OF A ROCKY
 FR0572'HILL, 26.0 FEET SOUTH-SOUTHEAST OF TRAVERSE STATION PULL, 15.5 FEET
 FR0572'WEST OF HIGH PILE OF LARGE ROCKS, SET IN TOP OF A 3 BY 10 FOOT ROCK
 FR0572'PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1159 ***********************************************************************
 ES1159  DESIGNATION -  PULP MILL WT
 ES1159  PID         -  ES1159
 ES1159  STATE/COUNTY-  AZ/NAVAJO
 ES1159  USGS QUAD   -  SHEEPSKIN WASH (1971)
 ES1159
 ES1159                         *CURRENT SURVEY CONTROL
 ES1159  ___________________________________________________________________
 ES1159* NAD 83(1992)-  34 30 19.65982(N)    110 20 11.68365(W)     ADJUSTED  
 ES1159* NAVD 88     -              **(meters)            **(feet)            
 ES1159  ___________________________________________________________________
 ES1159  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ES1159  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ES1159  HORZ ORDER  -  THIRD
 ES1159
 ES1159.The horizontal coordinates were established by classical geodetic methods
 ES1159.and adjusted by the National Geodetic Survey in August 1993.
 ES1159
 ES1159
 ES1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1159
 ES1159.The geoid height was determined by GEOID03.
 ES1159
 ES1159;                    North         East     Units Scale Factor Converg.
 ES1159;SPC AZ E     -   388,730.608   197,757.843   MT  0.99990300   -0 05 46.5
 ES1159;SPC AZ E     - 1,275,362.89    648,811.82   iFT  0.99990300   -0 05 46.5
 ES1159;UTM  12      - 3,818,402.547   560,900.740   MT  0.99964571   +0 22 33.0
 ES1159
 ES1159                          SUPERSEDED SURVEY CONTROL
 ES1159
 ES1159  NAD 83(1986)-  34 30 19.65477(N)    110 20 11.68943(W) AD(       ) 4
 ES1159
 ES1159.Superseded values are not recommended for survey control.
 ES1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1159.See file dsdata.txt to determine how the superseded data were derived.
 ES1159
 ES1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6090118403(NAD 83)
 ES1159_MARKER: 54 = WATER TOWER
 ES1159
 ES1159  HISTORY     - Date     Condition        Report By
 ES1159  HISTORY     - 1960     FIRST OBSERVED   USGS
 ES1159
 ES1159                          STATION DESCRIPTION
 ES1159
 ES1159'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES1159'LOCATED ABOUT 15 MI W. OF SNOWFLAKE.  AT SOUTHWESTERN FOREST
 ES1159'INDUSTRIES PULP MILL.
 ES1159'
 ES1159'STATION MARK--CENTER OF SILVER WATER TOWER ERECTED 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0450 ***********************************************************************
 DV0450  DESIGNATION -  PUMP
 DV0450  PID         -  DV0450
 DV0450  STATE/COUNTY-  AZ/MARICOPA
 DV0450  USGS QUAD   -  TOLLESON (1982)
 DV0450
 DV0450                         *CURRENT SURVEY CONTROL
 DV0450  ___________________________________________________________________
 DV0450* NAD 83(1992)-  33 24 22.77683(N)    112 16 52.62199(W)     ADJUSTED  
 DV0450* NAVD 88     -       300.50   (+/-2cm)     985.9    (feet)  VERTCON   
 DV0450  ___________________________________________________________________
 DV0450  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DV0450  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DV0450  HORZ ORDER  -  SECOND
 DV0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0450
 DV0450.The horizontal coordinates were established by classical geodetic methods
 DV0450.and adjusted by the National Geodetic Survey in August 1993.
 DV0450
 DV0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0450.The vertical order pertains to the NGVD 29 superseded value.
 DV0450
 DV0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0450
 DV0450.The geoid height was determined by GEOID03.
 DV0450
 DV0450;                    North         East     Units Scale Factor Converg.
 DV0450;SPC AZ C     -   266,871.385   179,445.694   MT  0.99991418   -0 12 02.7
 DV0450;SPC AZ C     -   875,562.29    588,732.59   iFT  0.99991418   -0 12 02.7
 DV0450;UTM  12      - 3,697,067.396   380,855.498   MT  0.99977501   -0 42 19.9
 DV0450
 DV0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0450!SPC AZ C     -   0.99995757  x   0.99991418  =   0.99987176
 DV0450!UTM  12      -   0.99995757  x   0.99977501  =   0.99973259
 DV0450
 DV0450:                Primary Azimuth Mark                     Grid Az
 DV0450:SPC AZ C     -  PHOENIX PUB SER CO TANK                  071 10 30.5
 DV0450:UTM  12      -  PHOENIX PUB SER CO TANK                  071 40 47.7
 DV0450
 DV0450|---------------------------------------------------------------------|
 DV0450| PID    Reference Object                     Distance      Geod. Az  |
 DV0450|                                                           dddmmss.s |
 DV0450| DV2097 PHOENIX PUB SER CO TANK             APPROX.12.4 KM 0705827.8 |
 DV0450| DV0448 PUMP RM 1                            11.991 METERS 08903     |
 DV0450| DV0449 PUMP RM 2                            10.580 METERS 26946     |
 DV0450| DV0447 101 Z                                              2710133.0 |
 DV0450| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 8.0 KM 2903853.6 |
 DV0450|---------------------------------------------------------------------|
 DV0450
 DV0450                          SUPERSEDED SURVEY CONTROL
 DV0450
 DV0450  NAD 83(1986)-  33 24 22.77118(N)    112 16 52.62625(W) AD(       ) 2
 DV0450  NAD 27      -  33 24 22.61560(N)    112 16 50.06670(W) AD(       ) 2
 DV0450  NGVD 29 (??/??/92)  299.847  (m)          983.75   (f) ADJ UNCH    2 0
 DV0450
 DV0450.Superseded values are not recommended for survey control.
 DV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0450.See file dsdata.txt to determine how the superseded data were derived.
 DV0450
 DV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8085597067(NAD 83)
 DV0450_MARKER: DE = TRAVERSE STATION DISK
 DV0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0450_STAMPING: PUMP 1962
 DV0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0450+STABILITY: SURFACE MOTION
 DV0450
 DV0450  HISTORY     - Date     Condition        Report By
 DV0450  HISTORY     - 1962     MONUMENTED       CGS
 DV0450  HISTORY     - 1962     GOOD             CGS
 DV0450  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0450  HISTORY     - 19960305 MARK NOT FOUND   USPSQD
 DV0450  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0450
 DV0450                          STATION DESCRIPTION
 DV0450
 DV0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0450'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF
 DV0450'CASHION, ABOUT 2 MILES SOUTH OF U.S. HIGHWAY 80 ON THE SOUTH
 DV0450'RIGHT-OF-WAY OF WEST BROADWAY.
 DV0450'
 DV0450'TO REACH THE STATION FROM THE POST OFFICE IN CASHION, GO EAST
 DV0450'ON U.S. HIGHWAY 80 FOR 0.55 MILE TO CROSSROAD (107TH AVE.),
 DV0450'TURN RIGHT, GO SOUTH ON 107TH AVENUE FOR 2.0 MILES TO CROSSROAD
 DV0450'(W. BROADWAY) AND AZIMUTH MARK ON RIGHT, TURN LEFT, GO EAST
 DV0450'ON WEST BROADWAY FOR 0.5 MILE TO STATION ON RIGHT.
 DV0450'
 DV0450'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 DV0450'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES AND STAMPED PUMP 1962.
 DV0450'THE MARK IS 32 FEET SOUTH OF CENTER OF WEST BROADWAY, 9 FEET
 DV0450'SOUTHWEST OF A POWER POLE, 5.6 FEET NORTH OF NORTH EDGE OF CANAL
 DV0450'AND 3.8 FEET SOUTH OF WITNESS POST.
 DV0450'
 DV0450'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DV0450'OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES AND STAMPED
 DV0450'PUMP NO 1 1962.  THE MARK IS 39.5 FEET EAST-SOUTHEAST OF
 DV0450'WITNESS POST, 32 FEET EAST-SOUTHEAST OF A POWER POLE,
 DV0450'31 FEET SOUTH OF CENTER OF WEST BROADWAY AND 6 FEET NORTH
 DV0450'OF NORTH EDGE OF CANAL.
 DV0450'
 DV0450'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DV0450'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED PUMP
 DV0450'NO 2 1962.  THE MARK IS 43 FEET WEST-SOUTHWEST OF A POWER
 DV0450'POLE.  34.9 FEET WEST OF WITNESS POST, 32 FEET SOUTH OF CENTER
 DV0450'OF WEST BROADWAY AND 5.6 FEET NORTH OF NORTH EDGE OF CANAL.
 DV0450'
 DV0450'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT BRONZE TRAVERSE DISK
 DV0450'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 DV0450'WITH THE SURFACE OF THE GROUND AND STAMPED 101 Z 1962.  THE
 DV0450'MARK IS 38 FEET NORTH OF CENTER OF WEST BROADWAY, 36 FEET
 DV0450'WEST OF CENTER OF SOUTH 107TH AVENUE, 19 FEET NORTHWEST OF A
 DV0450'BRACE POLE AND 1.7 FEET EAST OF WITNESS POST.
 DV0450'
 DV0450'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 METERS.
 DV0450
 DV0450                          STATION RECOVERY (1962)
 DV0450
 DV0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0450'3.1 MI SE FROM CASHION.
 DV0450'0.6 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POSTOFFICE AT CASHION,
 DV0450'THENCE 2.0 MILES SOUTH ALONG SOUTH 107TH AVENUE, THENCE 0.5 MILE EAST
 DV0450'ALONG WEST BROADWAY, AT THE JUNCTION OF A DIRT FARM ROAD LEADING
 DV0450'SOUTH, 32 FEET SOUTH OF THE CENTER OF WEST BROADWAY, 104 FEET WEST OF
 DV0450'THE CENTER OF THE FARM ROAD, 9 FEET SOUTHWEST OF POWER POLE NO. 1
 DV0450'1/2-E-2-N, 5.5 FEET NORTH OF AN IRRIGATION DITCH, 3.9 FEET SOUTH OF A
 DV0450'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF WEST BROADWAY, AND
 DV0450'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0450
 DV0450                          STATION RECOVERY (1992)
 DV0450
 DV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0450'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  ASSUMED DESTROYED.
 DV0450
 DV0450                          STATION RECOVERY (1996)
 DV0450
 DV0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0450'MARK NOT FOUND.
 DV0450
 DV0450                          STATION RECOVERY (2007)
 DV0450
 DV0450'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0252 ***********************************************************************
 CZ0252  DESIGNATION -  PUMP
 CZ0252  PID         -  CZ0252
 CZ0252  STATE/COUNTY-  AZ/PIMA
 CZ0252  USGS QUAD   -  TUCSON SE (1992)
 CZ0252
 CZ0252                         *CURRENT SURVEY CONTROL
 CZ0252  ___________________________________________________________________
 CZ0252* NAD 83(1992)-  32 04 50.59157(N)    110 48 17.30333(W)     ADJUSTED  
 CZ0252* NAVD 88     -       899.581  (meters)    2951.38   (feet)  ADJUSTED  
 CZ0252  ___________________________________________________________________
 CZ0252  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 CZ0252  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CZ0252  DYNAMIC HT  -         898.290 (meters)    2947.14  (feet)  COMP
 CZ0252  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 CZ0252
 CZ0252  HORZ ORDER  -  SECOND
 CZ0252  VERT ORDER  -  FIRST     CLASS II
 CZ0252
 CZ0252.The horizontal coordinates were established by classical geodetic methods
 CZ0252.and adjusted by the National Geodetic Survey in August 1993.
 CZ0252
 CZ0252.The orthometric height was determined by differential leveling
 CZ0252.and adjusted in June 1991.
 CZ0252
 CZ0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0252
 CZ0252.The geoid height was determined by GEOID03.
 CZ0252
 CZ0252.The dynamic height is computed by dividing the NAVD 88
 CZ0252.geopotential number by the normal gravity value computed on the
 CZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0252.degrees latitude (g = 980.6199 gals.).
 CZ0252
 CZ0252.The modeled gravity was interpolated from observed gravity values.
 CZ0252
 CZ0252;                    North         East     Units Scale Factor Converg.
 CZ0252;SPC AZ C     -   120,357.904   318,323.410   MT  1.00003583   +0 35 26.1
 CZ0252;SPC AZ C     -   394,875.01  1,044,368.14   iFT  1.00003583   +0 35 26.1
 CZ0252;UTM  12      - 3,549,399.605   518,420.916   MT  0.99960418   +0 06 13.2
 CZ0252
 CZ0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0252!SPC AZ C     -   0.99986333  x   1.00003583  =   0.99989915
 CZ0252!UTM  12      -   0.99986333  x   0.99960418  =   0.99946756
 CZ0252
 CZ0252:                Primary Azimuth Mark                     Grid Az
 CZ0252:SPC AZ C     -  V 354                                    126 25 30.2
 CZ0252:UTM  12      -  V 354                                    126 54 43.1
 CZ0252
 CZ0252|---------------------------------------------------------------------|
 CZ0252| PID    Reference Object                     Distance      Geod. Az  |
 CZ0252|                                                           dddmmss.s |
 CZ0252| CZ0254 V 354                                              1270056.3 |
 CZ0252| CZ0255 PUMP RM 1                            16.772 METERS 13421     |
 CZ0252| CZ0253 PUMP RM 2                            16.075 METERS 25915     |
 CZ0252|---------------------------------------------------------------------|
 CZ0252
 CZ0252                          SUPERSEDED SURVEY CONTROL
 CZ0252
 CZ0252  NAD 83(1986)-  32 04 50.58706(N)    110 48 17.30005(W) AD(       ) 2
 CZ0252  NAD 27      -  32 04 50.29940(N)    110 48 14.99080(W) AD(       ) 2
 CZ0252  NGVD 29 (??/??/92)  898.879  (m)         2949.07   (f) ADJ UNCH    1 2
 CZ0252
 CZ0252.Superseded values are not recommended for survey control.
 CZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0252.See file dsdata.txt to determine how the superseded data were derived.
 CZ0252
 CZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1842149400(NAD 83)
 CZ0252_MARKER: DS = TRIANGULATION STATION DISK
 CZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0252_STAMPING: PUMP 1960
 CZ0252_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0252+STABILITY: SURFACE MOTION
 CZ0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0252+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2008
 CZ0252
 CZ0252  HISTORY     - Date     Condition        Report By
 CZ0252  HISTORY     - 1960     MONUMENTED       CGS
 CZ0252  HISTORY     - 1960     GOOD             CGS
 CZ0252  HISTORY     - 1979     GOOD             NGS
 CZ0252  HISTORY     - 1990     GOOD             USPSQD
 CZ0252  HISTORY     - 20060316 GOOD             USPSQD
 CZ0252  HISTORY     - 20081031 GOOD             CAP
 CZ0252
 CZ0252                          STATION DESCRIPTION
 CZ0252
 CZ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0252'THE STATION IS 12.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 80,
 CZ0252'INTERSTATE ROUTE 8, FORM ITS JUNCTION WITH U.S. HIGHWAY 89
 CZ0252'IN THE SOUTHERN SECTION OF TUCSON, 4 MILES SOUTHEAST OF THE
 CZ0252'WILMOT OVERPASS AND 0.2 MILE SOUTHEAST OF THE ENTRANCE TO THE
 CZ0252'EL PASO GAS COMPANY PUMPING PLANT, 64 FEET SOUTHWEST OF THE
 CZ0252'CENTER LINE OF THE EAST BOUND LANES, 0.25 MILE SOUTHEAST OF
 CZ0252'HIGHWAY MILE POST 259 AND 35 FEET NORTHEAST OF THE SOUTHWEST
 CZ0252'RIGHT OF WAY FENCE LINE.  AN EXPECTED INTERCHANGE MAY BE
 CZ0252'BUILT AT THE ENTRANCE TO THE EL PASO GAS COMPANY PLANT IN THE
 CZ0252'FUTURE.
 CZ0252'
 CZ0252'THE STATION, WITH UNDERGROUND MARK, STAMPED PUMP 1960 IS A
 CZ0252'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH
 CZ0252'THE SURROUNDING AREA AND 2 FEET SOUTHEAST OF A METAL WITNESS
 CZ0252'POST WITH SIGN.
 CZ0252'
 CZ0252'REFERENCE MARK 1, STAMPED PUMP NO 1 1960, IS A STANDARD DISK
 CZ0252'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND
 CZ0252'IS 66 FEET SOUTHWEST OF THE CENTER LINE OF THE EAST BOUND
 CZ0252'LANES AND 33 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY
 CZ0252'FENCE LINE.
 CZ0252'
 CZ0252'REFERENCE MARK 2, STAMPED PUMP NO 2 1960, IS A STANDARD DISK
 CZ0252'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES AND IS
 CZ0252'2 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE LINE.
 CZ0252'
 CZ0252'THE AZIMUTH MARK, STAMPED V 354 1960, IS A STANDARD BENCH
 CZ0252'MARK DISK SET IN A CYLINDRICAL CONCRETE POST 0.75 MILE SOUTHEAST
 CZ0252'OF THE STATION AT HIGHWAY MILE POST 260, 3 FEET NORTHEAST OF THE
 CZ0252'SOUTHWEST RIGHT OF WAY FENCE LINE AND 2 FEET SOUTH OF A METAL
 CZ0252'WITNESS POST.
 CZ0252
 CZ0252                          STATION RECOVERY (1960)
 CZ0252
 CZ0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0252'11.9 MI SE FROM TUCSON.
 CZ0252'11.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0252'HIGHWAY 89 AT TUCSON, 0.2 MILE SOUTHEAST OF THE ENTRANCE TO THE EL
 CZ0252'PASO GAS CO. PUMPING STATION, 0.25 MILE SOUTHEAST OF MILE POST 259, 64
 CZ0252'FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 55.02
 CZ0252'FEET NORTHWEST OF R.M. 1, 52.74 FEET EAST OF R.M. 2, 35 FEET NORTHEAST
 CZ0252'OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CZ0252'GROUND AND 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 CZ0252
 CZ0252                          STATION RECOVERY (1979)
 CZ0252
 CZ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0252'12.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0252'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.1 MILE SOUTHEAST OF THE RITA
 CZ0252'ROAD OVERPASS BRIDGE, 73 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CZ0252'EASTBOUND TRAFFIC LANE AND 127 FEET NORTH OF THE CENTERLINE OF THE
 CZ0252'EASTBOUND ON-RAMP ROAD OF THE RITA ROAD INTERCHANGE.
 CZ0252'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 CZ0252'THE MARK IS 4 FT ABOVE EASTBOUND TRAFFIC LANE.
 CZ0252
 CZ0252                          STATION RECOVERY (1990)
 CZ0252
 CZ0252'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0252'RECOVERED IN GOOD CONDITION.
 CZ0252
 CZ0252                          STATION RECOVERY (2006)
 CZ0252
 CZ0252'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0252'FOUND IN GOOD SHAPE.
 CZ0252
 CZ0252                          STATION RECOVERY (2008)
 CZ0252
 CZ0252'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 CZ0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1961 ***********************************************************************
 DU1961  DESIGNATION -  PUMP
 DU1961  PID         -  DU1961
 DU1961  STATE/COUNTY-  AZ/GRAHAM
 DU1961  USGS QUAD   -  DEWEY FLAT (1989)
 DU1961
 DU1961                         *CURRENT SURVEY CONTROL
 DU1961  ___________________________________________________________________
 DU1961* NAD 83(1992)-  33 13 45.64803(N)    110 21 55.68866(W)     ADJUSTED  
 DU1961* NAVD 88     -       803.7    (meters)    2637.     (feet)  VERTCON   
 DU1961  ___________________________________________________________________
 DU1961  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DU1961  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU1961  HORZ ORDER  -  SECOND
 DU1961
 DU1961.The horizontal coordinates were established by classical geodetic methods
 DU1961.and adjusted by the National Geodetic Survey in August 1993.
 DU1961
 DU1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1961
 DU1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1961
 DU1961.The geoid height was determined by GEOID03.
 DU1961
 DU1961;                    North         East     Units Scale Factor Converg.
 DU1961;SPC AZ E     -   247,202.651   194,831.330   MT  0.99990423   -0 06 32.2
 DU1961;SPC AZ E     -   811,032.32    639,210.40   iFT  0.99990423   -0 06 32.2
 DU1961;UTM  12      - 3,676,892.211   559,121.889   MT  0.99964309   +0 20 51.8
 DU1961
 DU1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1961!SPC AZ E     -   0.99987813  x   0.99990423  =   0.99978238
 DU1961!UTM  12      -   0.99987813  x   0.99964309  =   0.99952127
 DU1961
 DU1961|---------------------------------------------------------------------|
 DU1961| PID    Reference Object                     Distance      Geod. Az  |
 DU1961|                                                           dddmmss.s |
 DU1961| CD2523 PUMP RM 2                            15.126 METERS 01418     |
 DU1961| CD2521 PUMP AZ MK                                         0393722.6 |
 DU1961| CD2522 PUMP RM 1                            12.738 METERS 28233     |
 DU1961|---------------------------------------------------------------------|
 DU1961
 DU1961                          SUPERSEDED SURVEY CONTROL
 DU1961
 DU1961  NAD 83(1986)-  33 13 45.64406(N)    110 21 55.68962(W) AD(       ) 2
 DU1961  NAD 27      -  33 13 45.43500(N)    110 21 53.34600(W) AD(       ) 2
 DU1961  NGVD 29 (07/19/86)  803.1    (m)         2635.     (f) VERT ANG    3  
 DU1961
 DU1961.Superseded values are not recommended for survey control.
 DU1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1961.See file dsdata.txt to determine how the superseded data were derived.
 DU1961
 DU1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB5912276892(NAD 83)
 DU1961_MARKER: DS = TRIANGULATION STATION DISK
 DU1961_SETTING: 66 = SET IN ROCK OUTCROP
 DU1961_SP_SET: PARTIALLY EXPOSED BEDROCK
 DU1961
 DU1961  HISTORY     - Date     Condition        Report By
 DU1961  HISTORY     - 1945     MONUMENTED       CGS
 DU1961  HISTORY     - 1967     GOOD             AMS
 DU1961  HISTORY     - 1972     GOOD             AZHD
 DU1961
 DU1961                          STATION DESCRIPTION
 DU1961
 DU1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1961'STATION IS 12-1/2 MILES (AIR LINE) SSE OF SAN CARLOS AND 10 MILES
 DU1961'(AIR LINE) ENE OF COOLIDGE DAM.  IT IS ABOUT 1/2 MILE N OF THE
 DU1961'COOLIDGE RESERVOIR ON A FLAT IN THE SAN CARLOS INDIAN RESERVATION.
 DU1961'
 DU1961'TO REACH STATION FROM THE POST OFFICE AT SAN CARLOS, GO S
 DU1961'ACROSS THE TRACKS FOR 0.1 MILE TO A FORK AND SIGN READING BYLAS
 DU1961'COOLIDGE DAM.  FOLLOW THE SIGN, TAKE THE LEFT FORK, AND GO 1.6
 DU1961'MILES TO A FORK.  HERE TURN LEFT OFF THE MAIN TRAVELED ROAD AND
 DU1961'CROSS THE SOUTHERN PACIFIC CO. RAILROAD AND A CONCRETE BRIDGE
 DU1961'GOING 0.4 MILE TO A FORK.  HERE TURN RIGHT OFF THE MAIN TRAVELED
 DU1961'ROAD AND GO 2.5 MILES ON A TRACK ROAD TO A FORK.  HERE TAKE THE
 DU1961'LEFT FORK AND GO 2.5 MILES TO A FORK.  HERE TAKE THE RIGHT
 DU1961'FORK AND GO 1.2 MILES TO A FORK.  HERE TAKE THE LEFT FORK AND
 DU1961'GO 2.0 MILES TO TELEPHONE LINES.  CONTINUE 0.7 MILE TO THE
 DU1961'SOUTHERN PACIFIC CO. RAILROAD TRACK.  CROSS THIS AND
 DU1961'CONTINUE 0.1 MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO 0.1
 DU1961'MILE TO AN UNDERPASS.  CONTINUE FOR 0.8 MILE TO WITNESS POST AND
 DU1961'STATION ON LEFT.
 DU1961'
 DU1961'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT
 DU1961'10 INCHES BELOW THE GROUND.  IT IS STAMPED PUMP 1945.  IT IS
 DU1961'31.24 FEET NE OF THE SE SILVER PIPE AT THE PUMPING STATION, 31.29
 DU1961'FEET NE OF THE NW SILVER PIPE AT THE PUMPING STATION, AND 45-1/2
 DU1961'FEET NE OF THE CENTER OF THE ROAD LEADING TO THE STATION.  THE
 DU1961'STATION IS 6 FEET NE OF THE WITNESS POST.
 DU1961'
 DU1961'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1961'CONCRETE POST FLUSH WITH THE GROUND AND IS AT ABOUT THE SAME
 DU1961'LEVEL AS THE STATION.  IT IS STAMPED PUMP NO 1 1945.  THE MARK
 DU1961'IS 19 FEET NE OF THE CENTER OF THE ROAD TO THE STATION AND IS
 DU1961'W OF THE STATION.
 DU1961'
 DU1961'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1961'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND AND IS
 DU1961'STAMPED PUMP NO 2 1945.  THE MARK IS NNE OF THE STATION AND ABOUT
 DU1961'20 INCHES ABOVE THE STATION.
 DU1961'
 DU1961'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 DU1961'BEDROCK AND IS STAMPED PUMP 1945.  THE MARK IS ABOUT 3 FEET SW
 DU1961'OF THE WITNESS POST AND IS ABOUT 20 PACES FROM THE HIGHEST POINT
 DU1961'OF THE KNOLL TO THE NE.  IT IS ABOUT 30 PACES NE OF A TELEPHONE
 DU1961'POLE AND IS 0.4 MILE CROSS COUNTRY ENE OF THE STATION.
 DU1961'
 DU1961'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 DU1961
 DU1961                          STATION RECOVERY (1967)
 DU1961
 DU1961'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1961'STATION IS LOCATED APPROXIMATELY 12.0 AIRMILES (NW) OF BYLAS,
 DU1961'ARIZONA AND 8.0 AIRMILES (NNW) OF MT. TURNBULL PEAK.
 DU1961'
 DU1961'TO REACH STATION FROM HIGHWAY JUNCTION OF U.S. 70 AND ARIZONA STATE
 DU1961'HIGHWAY 77 PROCEED (E) ON U.S. 70 ACROSS SAN CARLOS RIVER AND INTO
 DU1961'GRAHAM COUNTY FOR 8.9 MI AND MAKE A RIGHT TURN (S) ON DIRT ROAD,
 DU1961'PASS THROUGH THE FENCE AND FOLLOW THE ROAD IN A SOUTHERLY
 DU1961'DIRECTION FOR 3.5 MI TO THE INTERSECTION OF SERVICE ROAD FOR A
 DU1961'GAS PIPE LINE TO THE RIGHT, CONTINUE ON PASS THE SERVICE ROAD IN
 DU1961'A SOUTHERLY DIRECTION AND PASS UNDER RAILROAD TRESTLE, FOLLOW
 DU1961'ROAD TO THE RIGHT FOR 0.9 MI TO FORK IN THE ROAD, MAKE RIGHT
 DU1961'TURN AT FORK AND TRAVEL IN WESTERLY DIRECTION FOR 1.2 MI TO
 DU1961'INTERSECTION, CONTINUE ON THROUGH THE INTERSECTION FOR 0.2 MI AND
 DU1961'CROSS RAILROAD TRACKS, PROCEED ON FOR 0.2 MI TO STATION
 DU1961'NEAR GAS VALVES AND PUMPS.
 DU1961'
 DU1961'STATION IS A STANDARD USC AND GS DISC SET IN CONCRETE 10 INCHES
 DU1961'BELOW GROUND.
 DU1961'
 DU1961'R.M. 1 IS A STANDARD USC AND GS DISK SET IN CONCRETE STAMPED
 DU1961'PUMP NO 1 1945.  FROM THE STA IT IS (W) ON A MAG AZ OF 273 DEG
 DU1961'AT A DISTANCE OF 12.73M AND A DE OF +0.23M.
 DU1961'
 DU1961'R.M. 2 IS A STANDARD USC AND GS DISK SET IN CONCRETE STAMPED
 DU1961'PUMP NO 2 1945.  FROM THE STA IT IS (NNE) ON A MAG AZ OF 05 DEG
 DU1961'AT A DISTANCE OF 15.16M AND A DE OF +0.57M.
 DU1961'
 DU1961'AZ MK IS A STANDARD DISK SET IN CONCRETE 0.4 MI (ENE) OF STATION
 DU1961'STAMPED PUMP 1945.
 DU1961'
 DU1961'FIELD OF VIEW FROM TRIPOD HEIGHT IS 360 DEG.
 DU1961
 DU1961                          STATION RECOVERY (1972)
 DU1961
 DU1961'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1961'GENERAL LOCATION - GLOBE TO CLIFTON SOUTHEASTERN ARIZ.
 DU1961'(10 AIRLINE MILES EAST NORTHEAST OF COOLIDGE DAM)
 DU1961'
 DU1961'TO REACH - AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1961'
 DU1961'STATION MARK - STD. USC AND GS B.C. STAMPED PUMP 1945
 DU1961'
 DU1961'REFERENCE MARKS - NO R.M.S OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0448 ***********************************************************************
 DV0448  DESIGNATION -  PUMP RM 1
 DV0448  PID         -  DV0448
 DV0448  STATE/COUNTY-  AZ/MARICOPA
 DV0448  USGS QUAD   -  TOLLESON (1982)
 DV0448
 DV0448                         *CURRENT SURVEY CONTROL
 DV0448  ___________________________________________________________________
 DV0448* NAD 83(1986)-  33 24 22.     (N)    112 16 53.     (W)     SCALED    
 DV0448* NAVD 88     -       300.43   (+/-2cm)     985.7    (feet)  VERTCON   
 DV0448  ___________________________________________________________________
 DV0448  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0448
 DV0448.The horizontal coordinates were scaled from a topographic map and have
 DV0448.an estimated accuracy of +/- 6 seconds.
 DV0448
 DV0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0448.The vertical order pertains to the NGVD 29 superseded value.
 DV0448
 DV0448.The geoid height was determined by GEOID03.
 DV0448
 DV0448;                    North         East    Units  Estimated Accuracy
 DV0448;SPC AZ C     -   266,850.      179,440.      MT  (+/- 180 meters Scaled)
 DV0448
 DV0448                          SUPERSEDED SURVEY CONTROL
 DV0448
 DV0448  NGVD 29 (??/??/92)  299.776  (m)          983.52   (f) ADJ UNCH    2 0
 DV0448
 DV0448.Superseded values are not recommended for survey control.
 DV0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0448.See file dsdata.txt to determine how the superseded data were derived.
 DV0448
 DV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB808970(NAD 83)
 DV0448_MARKER: DR = REFERENCE MARK DISK
 DV0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0448_STAMPING: PUMP NO 1 1962
 DV0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0448+STABILITY: SURFACE MOTION
 DV0448
 DV0448  HISTORY     - Date     Condition        Report By
 DV0448  HISTORY     - 1962     MONUMENTED       CGS
 DV0448  HISTORY     - 19920315 MARK NOT FOUND   NGS
 DV0448  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0448
 DV0448                          STATION DESCRIPTION
 DV0448
 DV0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0448'3.1 MI SE FROM CASHION.
 DV0448'0.6 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POSTOFFICE AT CASHION,
 DV0448'THENCE 2.0 MILES SOUTH ALONG SOUTH 107TH AVENUE, THENCE 0.5 MILE EAST
 DV0448'ALONG WEST BROADWAY, AT THE JUNCTION OF A DIRT FARM ROAD LEADING
 DV0448'SOUTH, 32 FEET SOUTH OF THE CENTER OF WEST BROADWAY, 74.5 FEET WEST OF
 DV0448'THE CENTER OF THE FARM ROAD, 31.5 FEET EAST OF POWER POLE NO. 1
 DV0448'1/2-E-2-N, 5.5 FEET NORTH OF AN IRRIGATION DITCH, 39.3 FEET EAST OF
 DV0448'TRAVERSE STATION PUMP, 39.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 DV0448'FOOT ABOVE THE LEVEL OF WEST BROADWAY, AND SET IN TOP OF A CONCRETE
 DV0448'POST PROJECTING 4 INCHES.
 DV0448
 DV0448                          STATION RECOVERY (1992)
 DV0448
 DV0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0448'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  ASSUMED DESTROYED.
 DV0448
 DV0448                          STATION RECOVERY (2007)
 DV0448
 DV0448'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0255 ***********************************************************************
 CZ0255  DESIGNATION -  PUMP RM 1
 CZ0255  PID         -  CZ0255
 CZ0255  STATE/COUNTY-  AZ/PIMA
 CZ0255  USGS QUAD   -  TUCSON SE (1992)
 CZ0255
 CZ0255                         *CURRENT SURVEY CONTROL
 CZ0255  ___________________________________________________________________
 CZ0255* NAD 83(1986)-  32 04 50.     (N)    110 48 17.     (W)     SCALED    
 CZ0255* NAVD 88     -       899.573  (meters)    2951.35   (feet)  ADJUSTED  
 CZ0255  ___________________________________________________________________
 CZ0255  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CZ0255  DYNAMIC HT  -         898.282 (meters)    2947.11  (feet)  COMP
 CZ0255  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 CZ0255
 CZ0255  VERT ORDER  -  FIRST     CLASS II
 CZ0255
 CZ0255.The horizontal coordinates were scaled from a topographic map and have
 CZ0255.an estimated accuracy of +/- 6 seconds.
 CZ0255
 CZ0255.The orthometric height was determined by differential leveling
 CZ0255.and adjusted in June 1991.
 CZ0255
 CZ0255.The geoid height was determined by GEOID03.
 CZ0255
 CZ0255.The dynamic height is computed by dividing the NAVD 88
 CZ0255.geopotential number by the normal gravity value computed on the
 CZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0255.degrees latitude (g = 980.6199 gals.).
 CZ0255
 CZ0255.The modeled gravity was interpolated from observed gravity values.
 CZ0255
 CZ0255;                    North         East    Units  Estimated Accuracy
 CZ0255;SPC AZ C     -   120,340.      318,330.      MT  (+/- 180 meters Scaled)
 CZ0255
 CZ0255                          SUPERSEDED SURVEY CONTROL
 CZ0255
 CZ0255  NGVD 29 (??/??/92)  898.866  (m)         2949.03   (f) ADJ UNCH    1 2
 CZ0255
 CZ0255.Superseded values are not recommended for survey control.
 CZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0255.See file dsdata.txt to determine how the superseded data were derived.
 CZ0255
 CZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA184493(NAD 83)
 CZ0255_MARKER: DR = REFERENCE MARK DISK
 CZ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0255_STAMPING: PUMP NO 1 1960
 CZ0255_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0255+STABILITY: SURFACE MOTION
 CZ0255
 CZ0255  HISTORY     - Date     Condition        Report By
 CZ0255  HISTORY     - 1960     MONUMENTED       CGS
 CZ0255  HISTORY     - 1979     GOOD             NGS
 CZ0255  HISTORY     - 1996     MARK NOT FOUND   USPSQD
 CZ0255
 CZ0255                          STATION DESCRIPTION
 CZ0255
 CZ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0255'11.9 MI SE FROM TUCSON.
 CZ0255'11.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0255'HIGHWAY 89 AT TUCSON, 66 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST
 CZ0255'BOUND TRAFFIC LANE, 55.02 FEET SOUTHEAST OF THE STATION MARK, SET IN A
 CZ0255'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 CZ0255
 CZ0255                          STATION RECOVERY (1979)
 CZ0255
 CZ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0255'12.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0255'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.1 MILE SOUTHEAST OF THE RITA
 CZ0255'ROAD OVERPASS BRIDGE, 81.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CZ0255'EASTBOUND TRAFFIC LANE, 83.5 FEET NORTH OF THE CENTERLINE OF THE
 CZ0255'EASTBOUND ON-RAMP ROAD OF THE RITA INTERCHANGE AND 55 FEET SOUTHEAST
 CZ0255'OF STATION PUMP.
 CZ0255'THE MARK IS 56 FT  SE FROM A WITNESS POST.
 CZ0255'THE MARK IS 4 FT ABOVE EASTBOUND TRAFFIC LANE.
 CZ0255
 CZ0255                          STATION RECOVERY (1996)
 CZ0255
 CZ0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0449 ***********************************************************************
 DV0449  DESIGNATION -  PUMP RM 2
 DV0449  PID         -  DV0449
 DV0449  STATE/COUNTY-  AZ/MARICOPA
 DV0449  USGS QUAD   -  TOLLESON (1982)
 DV0449
 DV0449                         *CURRENT SURVEY CONTROL
 DV0449  ___________________________________________________________________
 DV0449* NAD 83(1986)-  33 24 22.     (N)    112 16 53.     (W)     SCALED    
 DV0449* NAVD 88     -       300.429  (meters)     985.66   (feet)  ADJUSTED  
 DV0449  ___________________________________________________________________
 DV0449  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0449  DYNAMIC HT  -         300.084 (meters)     984.53  (feet)  COMP
 DV0449  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DV0449
 DV0449  VERT ORDER  -  FIRST     CLASS II
 DV0449
 DV0449.The horizontal coordinates were scaled from a topographic map and have
 DV0449.an estimated accuracy of +/- 6 seconds.
 DV0449
 DV0449.The orthometric height was determined by differential leveling
 DV0449.and adjusted in November 1993.
 DV0449
 DV0449.The geoid height was determined by GEOID03.
 DV0449
 DV0449.The dynamic height is computed by dividing the NAVD 88
 DV0449.geopotential number by the normal gravity value computed on the
 DV0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0449.degrees latitude (g = 980.6199 gals.).
 DV0449
 DV0449.The modeled gravity was interpolated from observed gravity values.
 DV0449
 DV0449;                    North         East    Units  Estimated Accuracy
 DV0449;SPC AZ C     -   266,850.      179,440.      MT  (+/- 180 meters Scaled)
 DV0449
 DV0449                          SUPERSEDED SURVEY CONTROL
 DV0449
 DV0449  NGVD 29 (??/??/92)  299.759  (m)          983.46   (f) ADJ UNCH    1 2
 DV0449
 DV0449.Superseded values are not recommended for survey control.
 DV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0449.See file dsdata.txt to determine how the superseded data were derived.
 DV0449
 DV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB808970(NAD 83)
 DV0449_MARKER: DR = REFERENCE MARK DISK
 DV0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0449_SP_SET: CONCRETE POST
 DV0449_STAMPING: PUMP NO 2 1962
 DV0449_MARK LOGO: CGS   
 DV0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0449+STABILITY: SURFACE MOTION
 DV0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0449+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0449
 DV0449  HISTORY     - Date     Condition        Report By
 DV0449  HISTORY     - 1962     MONUMENTED       CGS
 DV0449  HISTORY     - 19920316 GOOD             NGS
 DV0449  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0449
 DV0449                          STATION DESCRIPTION
 DV0449
 DV0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0449'3.1 MI SE FROM CASHION.
 DV0449'0.6 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POSTOFFICE AT CASHION,
 DV0449'THENCE 2.0 MILES SOUTH ALONG SOUTH 107TH AVENUE, THENCE 0.5 MILE EAST
 DV0449'ALONG WEST BROADWAY, AT THE JUNCTION OF A DIRT FARM ROAD LEADING
 DV0449'SOUTH, 32 FEET SOUTH OF THE CENTER OF WEST BROADWAY, 139 FEET WEST OF
 DV0449'THE CENTER OF THE FARM ROAD, 43 FEET WEST OF POWER POLE NO 1
 DV0449'1/2-E-2-N, 5.5 FEET NORTH OF AN IRRIGATION DITCH, 34.7 FEET WEST OF
 DV0449'TRAVERSE STATION PUMP, 34.6 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 DV0449'FOOT ABOVE THE LEVEL OF WEST BROADWAY, AND SET IN TOP OF A CONCRETE
 DV0449'POST PROJECTING 1 INCH.
 DV0449
 DV0449                          STATION RECOVERY (1992)
 DV0449
 DV0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0449'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV0449'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV0449'91ST AVENUE, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG WEST BROADWAY
 DV0449'ROAD, 53.5 M (175.5 FT) WEST OF THE WEST END OF A HEADWALL, 8.1 M
 DV0449'(26.6 FT) SOUTH OF THE ROAD CENTERLINE, 1.7 M (5.6 FT) NORTH OF THE
 DV0449'NORTH EDGE OF AN IRRIGATION DITCH, 0.8 M (2.6 FT) SOUTHWEST OF A
 DV0449'UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0
 DV0449'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 DV0449'GROUND SURFACE.
 DV0449
 DV0449                          STATION RECOVERY (2007)
 DV0449
 DV0449'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0253 ***********************************************************************
 CZ0253  DESIGNATION -  PUMP RM 2
 CZ0253  PID         -  CZ0253
 CZ0253  STATE/COUNTY-  AZ/PIMA
 CZ0253  USGS QUAD   -  TUCSON SE (1992)
 CZ0253
 CZ0253                         *CURRENT SURVEY CONTROL
 CZ0253  ___________________________________________________________________
 CZ0253* NAD 83(1986)-  32 04 50.     (N)    110 48 17.     (W)     SCALED    
 CZ0253* NAVD 88     -       899.24   (+/-2cm)    2950.3    (feet)  VERTCON   
 CZ0253  ___________________________________________________________________
 CZ0253  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CZ0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0253
 CZ0253.The horizontal coordinates were scaled from a topographic map and have
 CZ0253.an estimated accuracy of +/- 6 seconds.
 CZ0253
 CZ0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0253.The vertical order pertains to the NGVD 29 superseded value.
 CZ0253
 CZ0253.The geoid height was determined by GEOID03.
 CZ0253
 CZ0253;                    North         East    Units  Estimated Accuracy
 CZ0253;SPC AZ C     -   120,340.      318,330.      MT  (+/- 180 meters Scaled)
 CZ0253
 CZ0253                          SUPERSEDED SURVEY CONTROL
 CZ0253
 CZ0253  NGVD 29 (??/??/92)  898.542  (m)         2947.97   (f) ADJ UNCH    2 0
 CZ0253
 CZ0253.Superseded values are not recommended for survey control.
 CZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0253.See file dsdata.txt to determine how the superseded data were derived.
 CZ0253
 CZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA184493(NAD 83)
 CZ0253_MARKER: DR = REFERENCE MARK DISK
 CZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0253_STAMPING: PUMP NO 2 1960
 CZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0253+STABILITY: SURFACE MOTION
 CZ0253
 CZ0253  HISTORY     - Date     Condition        Report By
 CZ0253  HISTORY     - 1960     MONUMENTED       CGS
 CZ0253  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0253  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0253
 CZ0253                          STATION DESCRIPTION
 CZ0253
 CZ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0253'11.9 MI SE FROM TUCSON.
 CZ0253'11.9 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0253'HIGHWAY 89 AT TUCSON, 52.74 FEET WEST OF THE STATION MARK, SET IN A
 CZ0253'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 CZ0253
 CZ0253                          STATION RECOVERY (1979)
 CZ0253
 CZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0253'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 CZ0253
 CZ0253                          STATION RECOVERY (1990)
 CZ0253
 CZ0253'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1865 ***********************************************************************
 CZ1865  DESIGNATION -  PUSCH
 CZ1865  PID         -  CZ1865
 CZ1865  STATE/COUNTY-  AZ/PIMA
 CZ1865  USGS QUAD   -  TUCSON NORTH (1992)
 CZ1865
 CZ1865                         *CURRENT SURVEY CONTROL
 CZ1865  ___________________________________________________________________
 CZ1865* NAD 83(1992)-  32 22 19.22743(N)    110 56 20.74812(W)     ADJUSTED  
 CZ1865* NAVD 88     -      1635.5    (meters)    5366.     (feet)  VERTCON   
 CZ1865  ___________________________________________________________________
 CZ1865  LAPLACE CORR-          10.90  (seconds)                    DEFLEC99
 CZ1865  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CZ1865  HORZ ORDER  -  FIRST
 CZ1865
 CZ1865.The horizontal coordinates were established by classical geodetic methods
 CZ1865.and adjusted by the National Geodetic Survey in August 1993.
 CZ1865
 CZ1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1865
 CZ1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1865
 CZ1865.The geoid height was determined by GEOID03.
 CZ1865
 CZ1865;                    North         East     Units Scale Factor Converg.
 CZ1865;SPC AZ C     -   152,535.052   305,351.467   MT  1.00000432   +0 31 24.4
 CZ1865;SPC AZ C     -   500,443.08  1,001,809.27   iFT  1.00000432   +0 31 24.4
 CZ1865;UTM  12      - 3,581,672.774   505,729.295   MT  0.99960040   +0 01 57.4
 CZ1865
 CZ1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1865!SPC AZ C     -   0.99974777  x   1.00000432  =   0.99975209
 CZ1865!UTM  12      -   0.99974777  x   0.99960040  =   0.99934827
 CZ1865
 CZ1865|---------------------------------------------------------------------|
 CZ1865| PID    Reference Object                     Distance      Geod. Az  |
 CZ1865|                                                           dddmmss.s |
 CZ1865| CC8061 PUSCH RM 1                           13.494 METERS 13812     |
 CZ1865| CZ0127 Q 19                                               2145009.9 |
 CZ1865| CC8062 PUSCH RM 2                           16.502 METERS 25613     |
 CZ1865|---------------------------------------------------------------------|
 CZ1865
 CZ1865                          SUPERSEDED SURVEY CONTROL
 CZ1865
 CZ1865  NAD 83(1986)-  32 22 19.22470(N)    110 56 20.74586(W) AD(       ) 1
 CZ1865  NAD 27      -  32 22 18.96000(N)    110 56 18.41300(W) AD(       ) 1
 CZ1865  NGVD 29 (05/15/91) 1634.8    (m)         5364.     (f) VERT ANG    3  
 CZ1865
 CZ1865.Superseded values are not recommended for survey control.
 CZ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1865.See file dsdata.txt to determine how the superseded data were derived.
 CZ1865
 CZ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0572981673(NAD 83)
 CZ1865_MARKER: DS = TRIANGULATION STATION DISK
 CZ1865_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1865_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CZ1865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1865+STABILITY: POSITION/ELEVATION WELL
 CZ1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1865+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 CZ1865
 CZ1865  HISTORY     - Date     Condition        Report By
 CZ1865  HISTORY     - 1935     MONUMENTED       USGS
 CZ1865  HISTORY     - 1975     GOOD             USAF
 CZ1865  HISTORY     - 1983     GOOD             AZDT
 CZ1865  HISTORY     - 20060813 GOOD             GEOCAC
 CZ1865
 CZ1865                          STATION DESCRIPTION
 CZ1865
 CZ1865'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CZ1865'ABOUT 7 MILES, AIR LINE, NORTH OF TUCSON ON THE SOUTHWEST
 CZ1865'END OF THE CATALINA MOUNTAINS.  THE STATION MARK IS A STANDARD
 CZ1865'U.S. GEOLOGICAL SURVEY DISK SET IN DRILL HOLE IN LARGE BOULDER.
 CZ1865'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ1865'IS 13.510 METERS (44.32 FEET) FROM STATION S 41 DEG 47 MIN E.
 CZ1865'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1865'REFERENCE DISK, , IS 16.550 METERS (54.30 FEET) FROM
 CZ1865'STATION S 76 DEG 13 MIN W. THE AZIMUTH MARK, A
 CZ1865'STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK STAMPED Q
 CZ1865'19 1933 IS AT THE WEST SIDE OF HIGHWAYS NOS. 80 AND 89 AND
 CZ1865'AT THE NORTHWEST SIDE OF A ROAD CROSSING, 0.85 MILE
 CZ1865'NORTH OF THE POINT OF LEAVING THE HIGHWAY, 11 PACES
 CZ1865'NORTH OF THE LOS ALTOS ROAD CENTER AND 13 PACES WEST OF THE
 CZ1865'CENTER OF HIGHWAYS 80 AND 89.  IT IS ABOUT 3 MILES
 CZ1865'FROM STATION  S 34 DEG 50 MIN 10 SEC W.
 CZ1865
 CZ1865                          STATION RECOVERY (1975)
 CZ1865
 CZ1865'RECOVERY NOTE BY US AIR FORCE 1975 (JKS)
 CZ1865'STATION AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION AND AS
 CZ1865'DESCRIBED.  REFERENCE MARKS NOT SEARCHED FOR.
 CZ1865
 CZ1865                          STATION RECOVERY (1983)
 CZ1865
 CZ1865'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1865'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  A NEW
 CZ1865'ROUTE TO THE STATION FOLLOWS.
 CZ1865'
 CZ1865'TO REACH THE STATION FROM THE INTERSECTION OF GRANT ROAD AND ORACLE
 CZ1865'ROAD IN TUCSON TRAVEL NORTH ALONG ORACLE ROAD FOR 7.0 MILES TO MAGEE
 CZ1865'ROAD.  TURN RIGHT AND TRAVEL EAST ALONG MAGEE ROAD FOR 1.55 MILES TO
 CZ1865'THE END OF THE STREET AND A PARKING AREA.  PACK EAST ON A HIKING TRAIL
 CZ1865'FOR ABOUT 1/4 MILE TO THE SECOND RIDGE LEADING NORTH.  THIS RIDGE HAS
 CZ1865'A LARGE ROCK OUTCROP PROJECTING ABOUT 75 FEET.  PACK NORTH ALONG RIDGE
 CZ1865'PASSING TO EITHER SIDE OF THE OUTCROP AND CONTINUE TO TOP OF MAIN
 CZ1865'RIDGE.  BEAR LEFT TO STATION ON HIGHEST POINT.
 CZ1865
 CZ1865                          STATION RECOVERY (2006)
 CZ1865
 CZ1865'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1865'FOLLOWED HIKERS TRAIL FROM LINDA VISTA OFF ORACLE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1361 ***********************************************************************
 FS1361  DESIGNATION -  PUTNAM
 FS1361  PID         -  FS1361
 FS1361  STATE/COUNTY-  AZ/MOHAVE
 FS1361  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1361
 FS1361                         *CURRENT SURVEY CONTROL
 FS1361  ___________________________________________________________________
 FS1361* NAD 83(1992)-  35 28 50.13626(N)    114 15 45.46551(W)     ADJUSTED  
 FS1361* NAVD 88     -      1328.5    (meters)    4359.     (feet)  VERTCON   
 FS1361  ___________________________________________________________________
 FS1361  LAPLACE CORR-           9.24  (seconds)                    DEFLEC99
 FS1361  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS1361  HORZ ORDER  -  SECOND
 FS1361
 FS1361.The horizontal coordinates were established by classical geodetic methods
 FS1361.and adjusted by the National Geodetic Survey in August 1993.
 FS1361
 FS1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1361
 FS1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1361
 FS1361.The geoid height was determined by GEOID03.
 FS1361
 FS1361;                    North         East     Units Scale Factor Converg.
 FS1361;SPC AZ W     -   497,025.667   166,841.168   MT  0.99995999   -0 17 51.2
 FS1361;SPC AZ W     - 1,630,661.64    547,379.16   iFT  0.99995999   -0 17 51.2
 FS1361;UTM  11      - 3,929,786.165   748,351.409   MT  1.00036015   +1 35 22.8
 FS1361
 FS1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1361!SPC AZ W     -   0.99979594  x   0.99995999  =   0.99975594
 FS1361!UTM  11      -   0.99979594  x   1.00036015  =   1.00015602
 FS1361
 FS1361|---------------------------------------------------------------------|
 FS1361| PID    Reference Object                     Distance      Geod. Az  |
 FS1361|                                                           dddmmss.s |
 FS1361| CS4822 PUTNAM RM 3                           6.312 METERS 13013     |
 FS1361| FS1367 TRANS                               APPROX. 5.1 KM 2695056.9 |
 FS1361| CS4823 PUTNAM RM 4                          10.838 METERS 29417     |
 FS1361| CS4820 PUTNAM RM 1                           6.853 METERS 29555     |
 FS1361|---------------------------------------------------------------------|
 FS1361
 FS1361                          SUPERSEDED SURVEY CONTROL
 FS1361
 FS1361  NAD 83(1986)-  35 28 50.13346(N)    114 15 45.45896(W) AD(       ) 2
 FS1361  NGVD 29 (11/23/90) 1327.7    (m)         4356.     (f) VERT ANG    3  
 FS1361
 FS1361.Superseded values are not recommended for survey control.
 FS1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1361.See file dsdata.txt to determine how the superseded data were derived.
 FS1361
 FS1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4835129786(NAD 83)
 FS1361_MARKER: DS = TRIANGULATION STATION DISK
 FS1361_SETTING: 66 = SET IN ROCK OUTCROP
 FS1361_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1361+STABILITY: POSITION/ELEVATION WELL
 FS1361
 FS1361  HISTORY     - Date     Condition        Report By
 FS1361  HISTORY     - 1958     MONUMENTED       USGS
 FS1361  HISTORY     - 1981     GOOD             AZDT
 FS1361
 FS1361                          STATION DESCRIPTION
 FS1361
 FS1361'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1361'THE STATION WAS RECOVERED IN GOOD CONDITION,RM-1 AND RM-2 WERE FOUND
 FS1361'TO BE IN POOR CONDITION THEREFORE RM-3 AND RM-4 WHERE SET.
 FS1361'
 FS1361'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 93 AND I-40
 FS1361'INTERCHANGE WEST OF KINGMAN,TRAVEL NORTH ON US-93 FOR 18.35 MILES TO
 FS1361'GRASSHOPPER JUNCTION, CONTINUE NORTH ON US-93 FOR 7.2 MILES MORE TO A
 FS1361'ROAD ON RIGHT AND SIGN---QUAIL SPRINGS RANCH AND HAMILTON CATTLE CO.
 FS1361'TURN RIGHT CROSS CATTLE GUARD AND PROCEED NORTHEAST ON BLADED ROAD FOR
 FS1361'1.75 MILES TO RANCH HOUSE (NOTIFY BILL HAMILTON OF YOU INTENTIONS AND
 FS1361'INQUIRE ABOUT LOCKED GATE AHEAD) PASS BETWEEN HOUSE AND WATER TANK AND
 FS1361'FOLLOW MAIN TRAVELED TRAIL FOR 0.95 MILE TO A CROSS ROAD, TURN RIGHT
 FS1361'AND CONTINUE SOUTHEAST AND EAST FOR 1.5 MILES TO A FENCE CORNER AND
 FS1361'GATE, PASS THRU GATE AND FOLLOW MAIN TRAVELED TRAIL ALONG FENCE FOR
 FS1361'0.4 MILE AND END OF TRUCK TRAVEL. PACK SOUTH ACROSS FENCE AND UP ROCKY
 FS1361'RIDGE TO TOP AND STATION.
 FS1361'
 FS1361'THE STATION IS ABOUT 6 AIRLINE MILES NORTHWEST OF CHLORIDE AND 2.75
 FS1361'MILES NORTHEAST OF US HIGHWAY 93 ON A ROCKY RIDGE RUNNING EAST SOUTH
 FS1361'EAST AND SOUTH.
 FS1361'
 FS1361'REFERENCE MARK 3 IS A STANDARD ADOT DISK STAMPED---PUTNAM RM 3 1981
 FS1361'EPOXIED TO A BOULDER 20.7 FEET SOUTHEAST.
 FS1361'
 FS1361'REFERENCE MARK 4 IS A STANDARD ADOT DISK STAMPED---PUTNAM RM 4 1981
 FS1361'EPOXIED TO A BOULDER 35.6 FEET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0883 ***********************************************************************
 FR0883  DESIGNATION -  PUTNEY
 FR0883  PID         -  FR0883
 FR0883  STATE/COUNTY-  AZ/YAVAPAI
 FR0883  USGS QUAD   -  ASH FORK (1979)
 FR0883
 FR0883                         *CURRENT SURVEY CONTROL
 FR0883  ___________________________________________________________________
 FR0883* NAD 83(1992)-  35 08 14.55078(N)    112 26 29.28244(W)     ADJUSTED  
 FR0883* NAVD 88     -      1581.3    (meters)    5188.     (feet)  VERTCON   
 FR0883  ___________________________________________________________________
 FR0883  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 FR0883  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 FR0883  HORZ ORDER  -  SECOND
 FR0883
 FR0883.The horizontal coordinates were established by classical geodetic methods
 FR0883.and adjusted by the National Geodetic Survey in August 1993.
 FR0883
 FR0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0883
 FR0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0883
 FR0883.The geoid height was determined by GEOID03.
 FR0883
 FR0883;                    North         East     Units Scale Factor Converg.
 FR0883;SPC AZ C     -   458,939.407   165,536.668   MT  0.99992818   -0 18 07.4
 FR0883;SPC AZ C     - 1,505,706.72    543,099.30   iFT  0.99992818   -0 18 07.4
 FR0883;UTM  12      - 3,889,228.482   368,679.218   MT  0.99981253   -0 49 47.1
 FR0883
 FR0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0883!SPC AZ C     -   0.99975579  x   0.99992818  =   0.99968398
 FR0883!UTM  12      -   0.99975579  x   0.99981253  =   0.99956836
 FR0883
 FR0883|---------------------------------------------------------------------|
 FR0883| PID    Reference Object                     Distance      Geod. Az  |
 FR0883|                                                           dddmmss.s |
 FR0883| CH3129 PUTNEY RM 1                           9.210 METERS 14807     |
 FR0883| FR0875 SPUR                                APPROX. 7.0 KM 1611612.7 |
 FR0883| CH3130 PUTNEY RM 2                           8.335 METERS 33050     |
 FR0883|---------------------------------------------------------------------|
 FR0883
 FR0883                          SUPERSEDED SURVEY CONTROL
 FR0883
 FR0883  NAD 83(1986)-  35 08 14.54928(N)    112 26 29.28000(W) AD(       ) 2
 FR0883  NAD 27      -  35 08 14.49995(N)    112 26 26.64585(W) AD(       ) 2
 FR0883  NGVD 29 (07/19/86) 1580.4    (m)         5185.     (f) VERT ANG    3  
 FR0883
 FR0883.Superseded values are not recommended for survey control.
 FR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0883.See file dsdata.txt to determine how the superseded data were derived.
 FR0883
 FR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6867989228(NAD 83)
 FR0883_MARKER: DD = SURVEY DISK
 FR0883_SETTING: 66 = SET IN ROCK OUTCROP
 FR0883_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FR0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0883+STABILITY: POSITION/ELEVATION WELL
 FR0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0883+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2008
 FR0883
 FR0883  HISTORY     - Date     Condition        Report By
 FR0883  HISTORY     - 1980     MONUMENTED       AZDT
 FR0883  HISTORY     - 20030503 GOOD             NGS
 FR0883  HISTORY     - 20080301 GOOD             GEOCAC
 FR0883
 FR0883                          STATION DESCRIPTION
 FR0883
 FR0883'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0883'THE STATION IS LOCATED ABOUT 17.5 MILES NORTHEAST OF PAULDEN, 6.5
 FR0883'MILES SOUTHEAST OF ASH FORK AND ALONG THE EAST SIDE OF US HIGHWAY 89.
 FR0883'
 FR0883'THE STATION MARK IS AN ADOT DISK STAMPED PUTNEY 1980.  IT IS SET IN A
 FR0883'DRILL HOLE IN ROCK 53 FEET EAST OF THE CENTERLINE OF US HIGHWAY 89 AND
 FR0883'12.5 FEET WEST OF THE WITNESS POST.
 FR0883'
 FR0883'REFERENCE MARK 1 IS AN ADOT DISK STAMPED PUTNEY RM 1 1980.  IT IS SET
 FR0883'IN A DRILL HOLE IN ROCK 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FR0883'
 FR0883'REFERENCE MARK 2 IS AN ADOT DISK STAMPED PUTNEY RM 2 1980.  IT IS SET
 FR0883'IN A DRILL HOLE IN ROCK 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FR0883'
 FR0883'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 FR0883'US HIGHWAY 89 FOR 19.8 MILES TO THE STATION ON THE RIGHT ON TOP OF A
 FR0883'LOW HIGHWAY CUT.
 FR0883
 FR0883                          STATION RECOVERY (2003)
 FR0883
 FR0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0883'RECOVERED IN GOOD CONDITION.
 FR0883
 FR0883                          STATION RECOVERY (2008)
 FR0883
 FR0883'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1259 ***********************************************************************
 DB1259  DESIGNATION -  PYG
 DB1259  PID         -  DB1259
 DB1259  STATE/COUNTY-  AZ/YUMA
 DB1259  USGS QUAD   -  LIGURTA (1965)
 DB1259
 DB1259                         *CURRENT SURVEY CONTROL
 DB1259  ___________________________________________________________________
 DB1259* NAD 83(1992)-  32 40 28.08356(N)    114 16 58.95683(W)     ADJUSTED  
 DB1259* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 DB1259  ___________________________________________________________________
 DB1259  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DB1259  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1259  HORZ ORDER  -  SECOND
 DB1259
 DB1259.The horizontal coordinates were established by classical geodetic methods
 DB1259.and adjusted by the National Geodetic Survey in August 1993.
 DB1259
 DB1259.The orthometric height was scaled from a topographic map.
 DB1259
 DB1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1259
 DB1259.The geoid height was determined by GEOID03.
 DB1259
 DB1259;                    North         East     Units Scale Factor Converg.
 DB1259;SPC AZ W     -   185,784.845   163,366.268   MT  0.99996414   -0 17 16.0
 DB1259;SPC AZ W     -   609,530.33    535,978.57   iFT  0.99996414   -0 17 16.0
 DB1259;UTM  11      - 3,618,461.989   754,774.821   MT  1.00040047   +1 28 03.3
 DB1259
 DB1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1259!SPC AZ W     -   0.99999243  x   0.99996414  =   0.99995657
 DB1259!UTM  11      -   0.99999243  x   1.00040047  =   1.00039289
 DB1259
 DB1259                          SUPERSEDED SURVEY CONTROL
 DB1259
 DB1259  NAD 83(1986)-  32 40 28.08624(N)    114 16 58.96509(W) AD(       ) 2
 DB1259  NAD 27      -  32 40 27.91640(N)    114 16 56.17780(W) AD(       ) 2
 DB1259
 DB1259.Superseded values are not recommended for survey control.
 DB1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1259.See file dsdata.txt to determine how the superseded data were derived.
 DB1259
 DB1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5477518462(NAD 83)
 DB1259_MARKER: Z = SEE DESCRIPTION
 DB1259_SETTING: 0 = UNSPECIFIED SETTING
 DB1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1259
 DB1259  HISTORY     - Date     Condition        Report By
 DB1259  HISTORY     - 1960     MONUMENTED       AZHD
 DB1259
 DB1259                          STATION DESCRIPTION
 DB1259
 DB1259'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960
 DB1259'PYG AZHD IS A COPPER COATED
 DB1259'STEEL SHAFT WITH AN ENLARGED HEAD, KNOWN AS A COPPERWELD, DRIVEN
 DB1259'IN TO THE SANDY SOIL AND SURROUNDED WITH CONCRETE.  THIS POINT
 DB1259'MARKS ONE OF THE PICTURE POINTS FOR THE ARIZONA HIGHWAY
 DB1259'DEPARTMENT AERIAL SURVEY AND IS PROJECTING ABOUT 5 INCHES
 DB1259'AND STAMPED AHD-P Y-G.
 DB1259'
 DB1259'A 4-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1075 ***********************************************************************
 FS1075  DESIGNATION -  PYRAMID
 FS1075  PID         -  FS1075
 FS1075  STATE/COUNTY-  AZ/MOHAVE
 FS1075  USGS QUAD   -  SPIRIT MTN SE (1980)
 FS1075
 FS1075                         *CURRENT SURVEY CONTROL
 FS1075  ___________________________________________________________________
 FS1075* NAD 83(1992)-  35 19 48.55728(N)    114 33 56.07612(W)     ADJUSTED  
 FS1075* NAVD 88     -       342.7    (meters)    1124.     (feet)  VERTCON   
 FS1075  ___________________________________________________________________
 FS1075  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 FS1075  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FS1075  HORZ ORDER  -  FIRST
 FS1075
 FS1075.The horizontal coordinates were established by classical geodetic methods
 FS1075.and adjusted by the National Geodetic Survey in August 1993.
 FS1075
 FS1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1075
 FS1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1075
 FS1075.The geoid height was determined by GEOID03.
 FS1075
 FS1075;                    North         East     Units Scale Factor Converg.
 FS1075;SPC AZ W     -   480,520.316   139,211.888   MT  1.00000106   -0 28 18.0
 FS1075;SPC AZ W     - 1,576,510.22    456,731.92   iFT  1.00000106   -0 28 18.0
 FS1075;SPC NV E     - 8,064,831.956   292,526.787   MT  1.00000547   +0 35 19.0
 FS1075;SPC NV E     -26,459,369.51    959,731.63   sFT  1.00000547   +0 35 19.0
 FS1075;UTM  11      - 3,912,376.331   721,271.421   MT  1.00020342   +1 24 30.1
 FS1075
 FS1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1075!SPC AZ W     -   0.99995085  x   1.00000106  =   0.99995191
 FS1075!SPC NV E     -   0.99995085  x   1.00000547  =   0.99995632
 FS1075!UTM  11      -   0.99995085  x   1.00020342  =   1.00015426
 FS1075
 FS1075|---------------------------------------------------------------------|
 FS1075| PID    Reference Object                     Distance      Geod. Az  |
 FS1075|                                                           dddmmss.s |
 FS1075| FS1074 PYRAMID CAIRN                         9.150 METERS 05654     |
 FS1075| FS1080 BULLSHEAD                           APPROX.12.9 KM 1681410.4 |
 FS1075| CC6296 PYRAMID RM 2                          3.450 METERS 21830     |
 FS1075| CC6295 PYRAMID RM 1                          3.700 METERS 33043     |
 FS1075|---------------------------------------------------------------------|
 FS1075
 FS1075                          SUPERSEDED SURVEY CONTROL
 FS1075
 FS1075  NAD 83(1986)-  35 19 48.55888(N)    114 33 56.06938(W) AD(       ) 1
 FS1075  NAD 27      -  35 19 48.57100(N)    114 33 53.19100(W) AD(       ) 1
 FS1075  NGVD 29 (07/19/86)  342.0    (m)         1122.     (f) VERT ANG    3  
 FS1075
 FS1075.Superseded values are not recommended for survey control.
 FS1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1075.See file dsdata.txt to determine how the superseded data were derived.
 FS1075
 FS1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2127112376(NAD 83)
 FS1075_MARKER: DS = TRIANGULATION STATION DISK
 FS1075_SETTING: 66 = SET IN ROCK OUTCROP
 FS1075
 FS1075  HISTORY     - Date     Condition        Report By
 FS1075  HISTORY     - 1934     MONUMENTED       CGS
 FS1075  HISTORY     - 1972     GOOD             AZHD
 FS1075
 FS1075                          STATION DESCRIPTION
 FS1075
 FS1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1075'STATION IS ON A FLAT RIDGE, ABOUT 2 MILES E OF THE RIVER WHERE
 FS1075'THE RIVER NARROWS INTO PYRAMID CANYON, AND ABOUT 3 MILES S
 FS1075'OF THE LOST CABIN WASH.
 FS1075'
 FS1075'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FS1075'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1075'
 FS1075'REACHED FROM CHLORIDE AS FOLLOWS--GO N ON THE WILLOW BEACH
 FS1075'ROAD 10.2 MILES, TURN LEFT ON THE SEARCHLIGHT FERRY ROAD AND
 FS1075'GO 9.0 MILES, (OR 2 MILES BEFORE REACHING THE SUMMIT OF THE
 FS1075'PASS) TURN LEFT ON ROAD LEADING S AND GO 8.5 MILES TO POINT
 FS1075'WHERE THE ROAD LEAVES THE LOST CABIN WASH AND CROSSES THE RIDGE
 FS1075'TO THE S, CONTINUE ON THIS ROAD 1.0 MILE TO WHERE THE ROAD
 FS1075'CROSSES ANOTHER RIDGE, TURN RIGHT (DOWN WASH) LEAVING THE ROAD
 FS1075'AND FOLLOW DOWN THE WASH 3.7 MILES TO THE END OF TRUCK TRAVEL.
 FS1075'FROM THE END OF TRUCK TRAVEL GO S AND A LITTLE W (190 DEG
 FS1075'MAGNETIC) CROSSING SEVERAL WASHES TO THE FLAT TOP RIDGE
 FS1075'ABOUT 1 MILE FROM THE END OF TRUCK TRAVEL.  THE HIGHEST PART
 FS1075'OF THIS RIDGE IS ABOUT 0.1 MILE IN LENGTH, THE LENGTH
 FS1075'BEING E AND W, WITH STATION ON THE WESTERN END.  ONE-HOUR PACK.
 FS1075
 FS1075                          STATION RECOVERY (1972)
 FS1075
 FS1075'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FS1075'STATION, R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION.
 FS1075'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1074 ***********************************************************************
 FS1074  DESIGNATION -  PYRAMID CAIRN
 FS1074  PID         -  FS1074
 FS1074  STATE/COUNTY-  AZ/MOHAVE
 FS1074  USGS QUAD   -  SPIRIT MTN SE (1980)
 FS1074
 FS1074                         *CURRENT SURVEY CONTROL
 FS1074  ___________________________________________________________________
 FS1074* NAD 83(1992)-  35 19 48.71941(N)    114 33 55.77261(W)     ADJUSTED  
 FS1074* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 FS1074  ___________________________________________________________________
 FS1074  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 FS1074  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FS1074  HORZ ORDER  -  THIRD
 FS1074
 FS1074.The horizontal coordinates were established by classical geodetic methods
 FS1074.and adjusted by the National Geodetic Survey in August 1993.
 FS1074
 FS1074.The orthometric height was scaled from a topographic map.
 FS1074
 FS1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1074
 FS1074.The geoid height was determined by GEOID03.
 FS1074
 FS1074;                    North         East     Units Scale Factor Converg.
 FS1074;SPC AZ W     -   480,525.250   139,219.594   MT  1.00000105   -0 28 17.8
 FS1074;SPC AZ W     - 1,576,526.41    456,757.20   iFT  1.00000105   -0 28 17.8
 FS1074;SPC NV E     - 8,064,837.031   292,534.401   MT  1.00000549   +0 35 19.1
 FS1074;SPC NV E     -26,459,386.16    959,756.61   sFT  1.00000549   +0 35 19.1
 FS1074;UTM  11      - 3,912,381.516   721,278.963   MT  1.00020346   +1 24 30.3
 FS1074
 FS1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1074!SPC AZ W     -   0.99995477  x   1.00000105  =   0.99995582
 FS1074!SPC NV E     -   0.99995477  x   1.00000549  =   0.99996026
 FS1074!UTM  11      -   0.99995477  x   1.00020346  =   1.00015822
 FS1074
 FS1074                          SUPERSEDED SURVEY CONTROL
 FS1074
 FS1074  NAD 83(1986)-  35 19 48.72101(N)    114 33 55.76587(W) AD(       ) 4
 FS1074  NAD 27      -  35 19 48.73300(N)    114 33 52.88800(W) AD(       ) 3
 FS1074
 FS1074.Superseded values are not recommended for survey control.
 FS1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1074.See file dsdata.txt to determine how the superseded data were derived.
 FS1074
 FS1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2127912382(NAD 83)
 FS1074_MARKER: 72 = CAIRN
 FS1074
 FS1074  HISTORY     - Date     Condition        Report By
 FS1074  HISTORY     - 1934     FIRST OBSERVED   CGS
 FS1074
 FS1074                          STATION DESCRIPTION
 FS1074
 FS1074'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2029 ***********************************************************************
 DV2029  DESIGNATION -  PYRAMID PK RESET
 DV2029  PID         -  DV2029
 DV2029  STATE/COUNTY-  AZ/MARICOPA
 DV2029  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV2029
 DV2029                         *CURRENT SURVEY CONTROL
 DV2029  ___________________________________________________________________
 DV2029* NAD 83(1992)-  33 44 49.51430(N)    112 10 51.85472(W)     ADJUSTED  
 DV2029* NAVD 88     -       692.7    (meters)    2273.     (feet)  VERTCON   
 DV2029  ___________________________________________________________________
 DV2029  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 DV2029  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV2029  HORZ ORDER  -  SECOND
 DV2029
 DV2029.The horizontal coordinates were established by classical geodetic methods
 DV2029.and adjusted by the National Geodetic Survey in August 1993.
 DV2029
 DV2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2029
 DV2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2029
 DV2029.The geoid height was determined by GEOID03.
 DV2029
 DV2029;                    North         East     Units Scale Factor Converg.
 DV2029;SPC AZ C     -   304,634.953   188,863.347   MT  0.99990740   -0 08 48.8
 DV2029;SPC AZ C     -   999,458.51    619,630.40   iFT  0.99990740   -0 08 48.8
 DV2029;UTM  12      - 3,734,740.511   390,605.507   MT  0.99974753   -0 39 22.3
 DV2029
 DV2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2029!SPC AZ C     -   0.99989589  x   0.99990740  =   0.99980330
 DV2029!UTM  12      -   0.99989589  x   0.99974753  =   0.99964345
 DV2029
 DV2029:                Primary Azimuth Mark                     Grid Az
 DV2029:SPC AZ C     -  PYRAMID PEAK AZ MK RESET                 023 27 22.7
 DV2029:UTM  12      -  PYRAMID PEAK AZ MK RESET                 023 57 56.2
 DV2029
 DV2029|---------------------------------------------------------------------|
 DV2029| PID    Reference Object                     Distance      Geod. Az  |
 DV2029|                                                           dddmmss.s |
 DV2029| CH6149 PYRAMID PEAK AZ MK RESET                           0231833.9 |
 DV2029| DV0132 MUNSON                              APPROX. 5.3 KM 0643739.3 |
 DV2029| CH6150 PYRAMID PEAK RM 1                     5.936 METERS 10152     |
 DV2029| DV2002 ADOBE SPERRY PHOENIX CO TANK        APPROX.10.9 KM 1341023.3 |
 DV2029| DV2019 PEORIA WATER TANK                   APPROX.18.9 KM 1963036.6 |
 DV2029| CH6148 PYRAMID PEAK AZ MK                                 2210509.8 |
 DV2029| CH6151 PYRAMID PEAK RM 2                     4.040 METERS 25434     |
 DV2029|---------------------------------------------------------------------|
 DV2029
 DV2029                          SUPERSEDED SURVEY CONTROL
 DV2029
 DV2029  NAD 83(1986)-  33 44 49.50849(N)    112 10 51.85898(W) AD(       ) 2
 DV2029  NAD 27      -  33 44 49.37700(N)    112 10 49.29500(W) AD(       ) 2
 DV2029  NGVD 29 (07/19/86)  692.1    (m)         2271.     (f) VERT ANG    3  
 DV2029
 DV2029.Superseded values are not recommended for survey control.
 DV2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2029.See file dsdata.txt to determine how the superseded data were derived.
 DV2029
 DV2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9060634741(NAD 83)
 DV2029_MARKER: DS = TRIANGULATION STATION DISK
 DV2029_SETTING: 66 = SET IN ROCK OUTCROP
 DV2029_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2029+STABILITY: POSITION/ELEVATION WELL
 DV2029
 DV2029  HISTORY     - Date     Condition        Report By
 DV2029  HISTORY     - 1970     MONUMENTED       NGS
 DV2029  HISTORY     - 1971     GOOD             USE
 DV2029  HISTORY     - 1986     GOOD             AZDT
 DV2029  HISTORY     - 20060305 POOR             GEOCAC
 DV2029
 DV2029                          STATION DESCRIPTION
 DV2029
 DV2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV2029'THE 1959 AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DV2029'AND FOUND IN GOOD CONDITION.  THE STATION MARK HAD BEEN BROKEN
 DV2029'AWAY FROM THE BED ROCK IT WAS SET IN.  A NEW STATION MARK WAS
 DV2029'SET AT THIS TIME IN THE ORIGINAL POSITION ABOUT 0.2 FOOT LOWER
 DV2029'THAN THE OLD ONE.
 DV2029'
 DV2029'THE STATION IS LOCATED ON THE TOP OF A HIGH PROMINENT PEAK,
 DV2029'15 MILES NORTH OF GLENDALE, 12 MILES NORTH-NORTHEAST OF PEORIA
 DV2029'AND ABOUT 0.4 MILE WEST OF A GRAVEL ROAD WHICH IS AN EXTENTION
 DV2029'OF 51 AVENUE.
 DV2029'
 DV2029'TO REACH THE STATION FROM GLENDALE AVENUE AND INTERSTATE
 DV2029'HIGHWAY 17 IN PHOENIX GO NORTH ALONG THE HIGHWAY FOR 10 MILES
 DV2029'TO DEER VALLEY ROAD.  TAKE DEER VALLEY ROAD WEST FOR 1.25 MILES
 DV2029'TO NORTH 35 AVENUE.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO
 DV2029'PINNACLE PEAK ROAD.  TURN LEFT AND GO WEST FOR 1.9 MILES TO
 DV2029'51 AVENUE.  TURN RIGHT AND GO NORTH FOR 2.7 MILES TO A CATTLE
 DV2029'GUARD, CONTINUE NORTH FOR 0.3 MILE TO A SIDE ROAD LEFT.
 DV2029'(THE AZIMUTH IS 2.0 MILES NORTH ALONG THE TRACK ROAD BY A
 DV2029'TELEPHONE POLE WITH GUY WIRES FROM THIS POINT).  TURN LEFT
 DV2029'AND FOLLOW THE DIRT ROAD WEST FOR ABOUT 0.4 MILE TO THE BASE
 DV2029'OF THE HILL.  PACK WEST TO THE TOP AND THE STATION.  THE PACK
 DV2029'IS STEEP AND DANGEROUS AND MANY OF THE ROCKS ARE LOOSE AND
 DV2029'CAN ROLL OR TURN.
 DV2029'
 DV2029'THE STATION MARK IS A STANDARD DISK STAMPED, PYRAMID PK 1947
 DV2029'1970.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF ROCK ON HIGHEST
 DV2029'PART OF HILL.
 DV2029'
 DV2029'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PYRAMID PK
 DV2029'NO 1 1947.  IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 DV2029'ABOUT 3 FEET LOWER THAN THE STATION.
 DV2029'
 DV2029'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PYRAMID PK
 DV2029'NO 2 1947.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 DV2029'2 FEET LOWER THAN THE STATION.
 DV2029'
 DV2029'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, PYRAMID PK 1947
 DV2029'RESET 1959.  IT IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE
 DV2029'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS 15 FEET WEST OF THE
 DV2029'TRACK ROAD, 3 FEET WEST OF A TELEPHONE POLE WITH GUY WIRES
 DV2029'AND 2 FEET EAST OF A WITNESS POST.
 DV2029'
 DV2029'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2029
 DV2029                          STATION RECOVERY (1971)
 DV2029
 DV2029'RECOVERY NOTE BY US ENGINEERS 1971 (RSY)
 DV2029'PYRAMID PK 1947-1970-GOOD
 DV2029'
 DV2029'PYRAMID PK NO 1 1947-GOOD
 DV2029'
 DV2029'PYRAMID PK NO 2 1947-GOOD
 DV2029'
 DV2029'DESCRIPTION ADEQUATE
 DV2029'
 DV2029'AZIMUTH MARK NOT SEARCHED FOR.
 DV2029
 DV2029                          STATION RECOVERY (1986)
 DV2029
 DV2029'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2029'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DV2029'THE 1959 AZIMUTH MARK HAS BEEN DESTROYED AND THE 1947 AZIMUTH MARK WAS
 DV2029'SEARCHED FOR AND NOT RECOVERED.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2029'
 DV2029'TO REACH THE STATION FROM THE INTERSECTION OF HAPPY VALLEY ROAD AND
 DV2029'INTERSTATE HIGHWAY 17 IN NORTHERN PHOENIX, TRAVEL WEST ALONG HAPPY
 DV2029'VALLEY ROAD FOR 2.95 MILES TO 51 AVENUE.  TURN RIGHT AND TRAVEL NORTH
 DV2029'ALONG 51 AVENUE WHICH IS A GRADED DIRT ROAD FOR 2.0 MILES TO A CATTLE
 DV2029'GUARD AT A FENCE LINE.  CONTINUE NORTH FOR 0.3 MILE TO A DIRT ROAD ON
 DV2029'THE LEFT.  TURN LEFT FOR 1.0 MILE TO THE BASE OF THE HILL AND END OF
 DV2029'TRUCK TRAVEL.  PACK TO TOP OF HILL AND STATION.
 DV2029
 DV2029                          STATION RECOVERY (2006)
 DV2029
 DV2029'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2029'THE STATION MARK AND REFERENCE MARKS HAVE BEEN REMOVED BY VANDALS. THE
 DV2029'DRILL HOLES HAVE BEEN DAMAGED SUCH THAT THE CENTERS OF THE HOLES WOULD
 DV2029'BE DIFFICULT TO DETERMINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0517 ***********************************************************************
 FR0517  DESIGNATION -  Q 1
 FR0517  PID         -  FR0517
 FR0517  STATE/COUNTY-  AZ/MOHAVE
 FR0517  USGS QUAD   -  TRUXTON (1980)
 FR0517
 FR0517                         *CURRENT SURVEY CONTROL
 FR0517  ___________________________________________________________________
 FR0517* NAD 83(1986)-  35 26 56.     (N)    113 36 32.     (W)     SCALED    
 FR0517* NAVD 88     -      1278.160  (meters)    4193.43   (feet)  POSTED    
 FR0517  ___________________________________________________________________
 FR0517  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FR0517  DYNAMIC HT  -        1276.590 (meters)    4188.28  (feet)  COMP
 FR0517  MODELED GRAV-     979,359.5   (mgal)                       NAVD 88
 FR0517
 FR0517  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0517
 FR0517.The horizontal coordinates were scaled from a topographic map and have
 FR0517.an estimated accuracy of +/- 6 seconds.
 FR0517
 FR0517.The orthometric height was determined by differential leveling
 FR0517.and adjusted by the  in 1992.
 FR0517.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0517.rate of 1.1 thru 2.0 mm/km.
 FR0517
 FR0517.The geoid height was determined by GEOID03.
 FR0517
 FR0517.The dynamic height is computed by dividing the NAVD 88
 FR0517.geopotential number by the normal gravity value computed on the
 FR0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0517.degrees latitude (g = 980.6199 gals.).
 FR0517
 FR0517.The modeled gravity was interpolated from observed gravity values.
 FR0517
 FR0517;                    North         East    Units  Estimated Accuracy
 FR0517;SPC AZ W     -   493,400.      226,170.      MT  (+/- 180 meters Scaled)
 FR0517
 FR0517                          SUPERSEDED SURVEY CONTROL
 FR0517
 FR0517  NGVD 29 (??/??/92) 1277.300  (m)         4190.61   (f) ADJ UNCH    1 2
 FR0517
 FR0517.Superseded values are not recommended for survey control.
 FR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0517.See file dsdata.txt to determine how the superseded data were derived.
 FR0517
 FR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE632259(NAD 83)
 FR0517_MARKER: Q = CHISELED SQUARE
 FR0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0517_SP_SET: ABUTMENT
 FR0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0517
 FR0517  HISTORY     - Date     Condition        Report By
 FR0517  HISTORY     - UNK      MONUMENTED       CGS
 FR0517  HISTORY     - 1935     GOOD             NGS
 FR0517
 FR0517                          STATION DESCRIPTION
 FR0517
 FR0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0517'6.2 MI NE FROM TRUXTON INDIAN SCHOOL.
 FR0517'6.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0517'FROM TRUXTON INDIAN SCHOOL, MOHAVE COUNTY, 0.5 MILE SOUTHWEST OF THE
 FR0517'STATION AT TRUXTON, 6 POLES SOUTHWEST OF MILEPOST 478, AT STEEL-GIRDER
 FR0517'BRIDGE A 479, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 FR0517'ABUTMENT, 1-1/2 FEET FROM THE FACE, 0.8 FOOT FROM THE END OF THE
 FR0517'COPING, AND 11 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST
 FR0517'TRACK.  THE BOTTOM OF A SQUARE HOLE, LETTERED U.S.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0782 ***********************************************************************
 DV0782  DESIGNATION -  Q 10
 DV0782  PID         -  DV0782
 DV0782  STATE/COUNTY-  AZ/MARICOPA
 DV0782  USGS QUAD   -  HASSAYAMPA (1978)
 DV0782
 DV0782                         *CURRENT SURVEY CONTROL
 DV0782  ___________________________________________________________________
 DV0782* NAD 83(1986)-  33 20 52.     (N)    112 43 36.     (W)     SCALED    
 DV0782* NAVD 88     -       259.475  (meters)     851.29   (feet)  ADJUSTED  
 DV0782  ___________________________________________________________________
 DV0782  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0782  DYNAMIC HT  -         259.175 (meters)     850.31  (feet)  COMP
 DV0782  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DV0782
 DV0782  VERT ORDER  -  FIRST     CLASS II
 DV0782
 DV0782.The horizontal coordinates were scaled from a topographic map and have
 DV0782.an estimated accuracy of +/- 6 seconds.
 DV0782
 DV0782.The orthometric height was determined by differential leveling
 DV0782.and adjusted in June 1991.
 DV0782
 DV0782.The geoid height was determined by GEOID03.
 DV0782
 DV0782.The dynamic height is computed by dividing the NAVD 88
 DV0782.geopotential number by the normal gravity value computed on the
 DV0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0782.degrees latitude (g = 980.6199 gals.).
 DV0782
 DV0782.The modeled gravity was interpolated from observed gravity values.
 DV0782
 DV0782;                    North         East    Units  Estimated Accuracy
 DV0782;SPC AZ C     -   260,610.      137,970.      MT  (+/- 180 meters Scaled)
 DV0782
 DV0782                          SUPERSEDED SURVEY CONTROL
 DV0782
 DV0782  NGVD 29 (??/??/92)  258.845  (m)          849.23   (f) ADJ UNCH    1 2
 DV0782
 DV0782.Superseded values are not recommended for survey control.
 DV0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0782.See file dsdata.txt to determine how the superseded data were derived.
 DV0782
 DV0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB393911(NAD 83)
 DV0782_MARKER: DB = BENCH MARK DISK
 DV0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0782_SP_SET: CONCRETE POST
 DV0782_STAMPING: Q 10 1927 849.237
 DV0782_MARK LOGO: CGS   
 DV0782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0782+STABILITY: SURFACE MOTION
 DV0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0782+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0782
 DV0782  HISTORY     - Date     Condition        Report By
 DV0782  HISTORY     - 1927     MONUMENTED       CGS
 DV0782  HISTORY     - 1967     GOOD             NGS
 DV0782  HISTORY     - 1981     GOOD             NGS
 DV0782  HISTORY     - 19920316 GOOD             NGS
 DV0782  HISTORY     - 20001226 GOOD             NGS
 DV0782  HISTORY     - 20060128 GOOD             USPSQD
 DV0782  HISTORY     - 20060128 GOOD             USPSQD
 DV0782  HISTORY     - 20070413 GOOD             GEOCAC
 DV0782
 DV0782                          STATION DESCRIPTION
 DV0782
 DV0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0782'0.1 MI SW FROM HASSAYAMPA.
 DV0782'0.1 MILE SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0782'HIGHWAY 80 FROM THE CHEVRON SERVICE STATION AND STORE AT HASSAYAMPA,
 DV0782'OR ABOUT 2.6 MILES NORTHEAST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD
 DV0782'U. S. HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN
 DV0782'SECTION 13, T 1 R 5 W, 151 YARDS SOUTHWEST OF THE CENTER OF THE
 DV0782'INTERSECTION OF THE HIGHWAY AND THE BUCKEYE-SALOME ROAD, 40 FEET
 DV0782'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 54 1/2 FEET SOUTHWEST OF
 DV0782'POWER POLE NUMBER 10-6 WHICH IS BRACED BY 4 GUY WIRES, 45 1/2 FEET
 DV0782'WEST-SOUTHWEST OF A DEEP WATER WELL, 2.8 FEET NORTHEAST OF A METAL
 DV0782'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DV0782'INCHES.
 DV0782
 DV0782                          STATION RECOVERY (1981)
 DV0782
 DV0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0782'RECOVERED IN GOOD CONDITION.
 DV0782
 DV0782                          STATION RECOVERY (1992)
 DV0782
 DV0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0782'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0782'BUCKEYE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0782'THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG STATE HIGHWAY 85, THENCE 9.6
 DV0782'KM (5.95 MI) WESTERLY ALONG OLD U.S. HIGHWAY 80, 17.3 M (56.8 FT)
 DV0782'SOUTHWEST OF UTILITY POLE NUMBER 15 11, 14.3 M (46.9 FT)
 DV0782'WEST-SOUTHWEST OF AN IRRIGATION WELL AND BENCH MARK L 476, 13.2 M
 DV0782'(43.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT)
 DV0782'NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DV0782'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 DV0782'SURFACE.
 DV0782
 DV0782                          STATION RECOVERY (2000)
 DV0782
 DV0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV0782'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 DV0782'DISTANCES, ETC. WERE NOT VERIFIED.
 DV0782
 DV0782                          STATION RECOVERY (2006)
 DV0782
 DV0782'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0782'RECOVERED AS DESCRIBED.
 DV0782
 DV0782                          STATION RECOVERY (2006)
 DV0782
 DV0782'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0782'RECOVERED AS DESCRIBED.
 DV0782
 DV0782                          STATION RECOVERY (2007)
 DV0782
 DV0782'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0782'RECOVERED AS DESCRIBED, EXCEPT THAT THE HIGHWAY HAS BEEN RE-ALIGNED,
 DV0782'AND THE MARK IS ABOUT 80 FEET NORTH OF THE NEW ALIGNMENT. ALSO, THE
 DV0782'MARK IS NORTHWEST OF THE WELL PUMP AND L 476 / DV1235, NOT
 DV0782'WEST-SOUTHWEST AS PREVIOUSLY STATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0348 ***********************************************************************
 DU0348  DESIGNATION -  Q 101
 DU0348  PID         -  DU0348
 DU0348  STATE/COUNTY-  AZ/GILA
 DU0348  USGS QUAD   -  CHRYSOTILE (1966)
 DU0348
 DU0348                         *CURRENT SURVEY CONTROL
 DU0348  ___________________________________________________________________
 DU0348* NAD 83(1986)-  33 41 51.     (N)    110 33 10.     (W)     SCALED    
 DU0348* NAVD 88     -      1798.221  (meters)    5899.66   (feet)  ADJUSTED  
 DU0348  ___________________________________________________________________
 DU0348  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DU0348  DYNAMIC HT  -        1795.623 (meters)    5891.14  (feet)  COMP
 DU0348  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 DU0348
 DU0348  VERT ORDER  -  FIRST     CLASS II
 DU0348
 DU0348.The horizontal coordinates were scaled from a topographic map and have
 DU0348.an estimated accuracy of +/- 6 seconds.
 DU0348
 DU0348.The orthometric height was determined by differential leveling
 DU0348.and adjusted in June 1991.
 DU0348.WARNING-Repeat measurements at this control monument indicate possible
 DU0348.vertical movement.
 DU0348
 DU0348.The geoid height was determined by GEOID03.
 DU0348
 DU0348.The dynamic height is computed by dividing the NAVD 88
 DU0348.geopotential number by the normal gravity value computed on the
 DU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0348.degrees latitude (g = 980.6199 gals.).
 DU0348
 DU0348.The modeled gravity was interpolated from observed gravity values.
 DU0348
 DU0348;                    North         East    Units  Estimated Accuracy
 DU0348;SPC AZ E     -   299,170.      177,570.      MT  (+/- 180 meters Scaled)
 DU0348
 DU0348                          SUPERSEDED SURVEY CONTROL
 DU0348
 DU0348  NGVD 29 (??/??/92) 1797.531  (m)         5897.40   (f) ADJ UNCH    1 2
 DU0348
 DU0348.Superseded values are not recommended for survey control.
 DU0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0348.See file dsdata.txt to determine how the superseded data were derived.
 DU0348
 DU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC414287(NAD 83)
 DU0348_MARKER: DD = SURVEY DISK
 DU0348_SETTING: 80 = SET IN A BOULDER
 DU0348_SP_SET: BOULDER
 DU0348_STAMPING: Q 101 1935
 DU0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0348+STABILITY: SURFACE MOTION
 DU0348
 DU0348  HISTORY     - Date     Condition        Report By
 DU0348  HISTORY     - 1935     MONUMENTED       USFS
 DU0348  HISTORY     - 1966     GOOD             USGS
 DU0348  HISTORY     - 1979     GOOD             NGS
 DU0348
 DU0348                          STATION DESCRIPTION
 DU0348
 DU0348'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DU0348'27.8 MI NE FROM GLOBE.
 DU0348'27.6 MILES NE ALONG U.S. HWY. 60 FROM THE P.O. IN GLOBE, 0.2 MILES NW
 DU0348'ALONG OLD HWY. 60, 212 MILES SW OF THE JUNCTION OF THE REGAL MINE
 DU0348'ROAD, AT A LONG CURVE, 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DU0348'AND IN THE TOP OF A GRANITE BOULDER.
 DU0348
 DU0348                          STATION RECOVERY (1979)
 DU0348
 DU0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0348'27.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0348'COURTHOUSE IN GLOBE AND THENCE 0.2 MILE NORTHEAST ALONG OLD U.S.
 DU0348'HIGHWAY 60, 306 FEET NORTHEAST OF A GATE ACROSS THE OLD HIGHWAY, 171
 DU0348'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 90 FEET NORTHWEST
 DU0348'OF A FENCE AND 20 FEET NORTHWEST OF THE CENTER OF THE OLD HIGHWAY.
 DU0348'THE MARK IS 3.7 FT  NW FROM A WITNESS POST.
 DU0348'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0506 ***********************************************************************
 ET0506  DESIGNATION -  Q 102
 ET0506  PID         -  ET0506
 ET0506  STATE/COUNTY-  AZ/YAVAPAI
 ET0506  USGS QUAD   -  MOUNT JOSH (1979)
 ET0506
 ET0506                         *CURRENT SURVEY CONTROL
 ET0506  ___________________________________________________________________
 ET0506* NAD 83(1986)-  34 44 03.     (N)    112 41 36.     (W)     SCALED    
 ET0506* NAVD 88     -      1438.970  (meters)    4721.02   (feet)  POSTED    
 ET0506  ___________________________________________________________________
 ET0506  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 ET0506  DYNAMIC HT  -        1437.060 (meters)    4714.75  (feet)  COMP
 ET0506  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 ET0506
 ET0506  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0506
 ET0506.The horizontal coordinates were scaled from a topographic map and have
 ET0506.an estimated accuracy of +/- 6 seconds.
 ET0506
 ET0506.The orthometric height was determined by differential leveling
 ET0506.and adjusted in November 2005.
 ET0506.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0506.was located on a no-check spur therefore a value was not computed.
 ET0506.No vertical observational check was made to the station.
 ET0506
 ET0506.The geoid height was determined by GEOID03.
 ET0506
 ET0506.The dynamic height is computed by dividing the NAVD 88
 ET0506.geopotential number by the normal gravity value computed on the
 ET0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0506.degrees latitude (g = 980.6199 gals.).
 ET0506
 ET0506.The modeled gravity was interpolated from observed gravity values.
 ET0506
 ET0506;                    North         East    Units  Estimated Accuracy
 ET0506;SPC AZ C     -   414,360.      142,240.      MT  (+/- 180 meters Scaled)
 ET0506
 ET0506                          SUPERSEDED SURVEY CONTROL
 ET0506
 ET0506  NGVD 29 (??/??/92) 1438.140  (m)         4718.30   (f) ADJ UNCH    2 0
 ET0506
 ET0506.Superseded values are not recommended for survey control.
 ET0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0506.See file dsdata.txt to determine how the superseded data were derived.
 ET0506
 ET0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD449448(NAD 83)
 ET0506_MARKER: DD = SURVEY DISK
 ET0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0506_STAMPING: Q 102 1935
 ET0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0506+STABILITY: SURFACE MOTION
 ET0506
 ET0506  HISTORY     - Date     Condition        Report By
 ET0506  HISTORY     - 1935     MONUMENTED       USFS
 ET0506  HISTORY     - 1952     GOOD             NGS
 ET0506  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0506
 ET0506                          STATION DESCRIPTION
 ET0506
 ET0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0506'20.3 MI N FROM SKULL VALLEY.
 ET0506'4.5 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0506'POST OFFICE AT SKULL VALLEY, THENCE 10.2 MILES NORTH ALONG A GRADED
 ET0506'COUNTY ROAD THENCE 3.4 MILES ALONG A TRACK ROAD, THENCE 2.1 MILES
 ET0506'NORTHEAST ALONG A GRADED COUNTY ROAD, ON THE OUTSIDE OF A WIDE CURVE,
 ET0506'IN A LARGE CLEARING, 61 FEET WEST OF THE WEST EDGE OF STRICKLAND WASH,
 ET0506'47 FEET SOUTHEAST OF THE CENTER LINE AND ABOUT 1 FOOT LOWER THAN THE
 ET0506'ROAD, 2.3 FEET NORTHWEST OF A WITNESS POST, AND A CONCRETE POST
 ET0506'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ET0506
 ET0506                          STATION RECOVERY (1974)
 ET0506
 ET0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0277 ***********************************************************************
 FR0277  DESIGNATION -  Q 103
 FR0277  PID         -  FR0277
 FR0277  STATE/COUNTY-  AZ/YAVAPAI
 FR0277  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0277
 FR0277                         *CURRENT SURVEY CONTROL
 FR0277  ___________________________________________________________________
 FR0277* NAD 83(1986)-  35 02 46.     (N)    112 49 45.     (W)     SCALED    
 FR0277* NAVD 88     -      1619.707  (meters)    5313.99   (feet)  POSTED    
 FR0277  ___________________________________________________________________
 FR0277  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FR0277  DYNAMIC HT  -        1617.550 (meters)    5306.91  (feet)  COMP
 FR0277  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 FR0277
 FR0277  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0277
 FR0277.The horizontal coordinates were scaled from a topographic map and have
 FR0277.an estimated accuracy of +/- 6 seconds.
 FR0277
 FR0277.The orthometric height was determined by differential leveling
 FR0277.and adjusted in November 2005.
 FR0277.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0277.was located on a no-check spur therefore a value was not computed.
 FR0277.No vertical observational check was made to the station.
 FR0277
 FR0277.The geoid height was determined by GEOID03.
 FR0277
 FR0277.The dynamic height is computed by dividing the NAVD 88
 FR0277.geopotential number by the normal gravity value computed on the
 FR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0277.degrees latitude (g = 980.6199 gals.).
 FR0277
 FR0277.The modeled gravity was interpolated from observed gravity values.
 FR0277
 FR0277;                    North         East    Units  Estimated Accuracy
 FR0277;SPC AZ C     -   449,070.      130,110.      MT  (+/- 180 meters Scaled)
 FR0277
 FR0277                          SUPERSEDED SURVEY CONTROL
 FR0277
 FR0277  NGVD 29 (??/??/92) 1618.750  (m)         5310.85   (f) ADJ UNCH    2 0
 FR0277
 FR0277.Superseded values are not recommended for survey control.
 FR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0277.See file dsdata.txt to determine how the superseded data were derived.
 FR0277
 FR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD331796(NAD 83)
 FR0277_MARKER: DB = BENCH MARK DISK
 FR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0277_STAMPING: Q 103 1935
 FR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0277+STABILITY: SURFACE MOTION
 FR0277
 FR0277  HISTORY     - Date     Condition        Report By
 FR0277  HISTORY     - 1935     MONUMENTED       CGS
 FR0277  HISTORY     - 1973     GOOD             USGS
 FR0277
 FR0277                          STATION DESCRIPTION
 FR0277
 FR0277'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0277'11.55 MI NE FROM WALNUT CREEK RANGER STATION.
 FR0277'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0277'YAVAPAI COUNTY, THENCE ABOUT 9.0 MILES NORTH ALONG THE ROAD LEADING TO
 FR0277'SELIGMAN, ABOUT 0.45 MILE NW OF A ROAD FORK SE, ABOUT 0.3 MILE NW OF A
 FR0277'DRAIN CROSSING, 290 FEET SE OF A TRACK ROAD EAST, 54 FEET SW OF AND
 FR0277'ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD.  A U.S. FOREST
 FR0277'SERVICE STANDARD DISK, STAMPED Q 103 1935 AND SET IN THE TOP OF A
 FR0277'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0477 ***********************************************************************
 DU0477  DESIGNATION -  Q 107 RESET
 DU0477  PID         -  DU0477
 DU0477  STATE/COUNTY-  AZ/PINAL
 DU0477  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0477
 DU0477                         *CURRENT SURVEY CONTROL
 DU0477  ___________________________________________________________________
 DU0477* NAD 83(1986)-  33 16 20.     (N)    111 13 01.     (W)     SCALED    
 DU0477* NAVD 88     -       762.57   (+/-2cm)    2501.9    (feet)  VERTCON   
 DU0477  ___________________________________________________________________
 DU0477  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DU0477  VERT ORDER  -  THIRD (See Below)
 DU0477
 DU0477.The horizontal coordinates were scaled from a topographic map and have
 DU0477.an estimated accuracy of +/- 6 seconds.
 DU0477
 DU0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0477.The vertical order pertains to the NGVD 29 superseded value.
 DU0477
 DU0477.The geoid height was determined by GEOID03.
 DU0477
 DU0477;                    North         East    Units  Estimated Accuracy
 DU0477;SPC AZ C     -   252,160.      278,540.      MT  (+/- 180 meters Scaled)
 DU0477
 DU0477                          SUPERSEDED SURVEY CONTROL
 DU0477
 DU0477  NGVD 29 (??/??/??)  761.96   (m)         2499.9    (f) RESET       3  
 DU0477
 DU0477.Superseded values are not recommended for survey control.
 DU0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0477.See file dsdata.txt to determine how the superseded data were derived.
 DU0477
 DU0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB797814(NAD 83)
 DU0477_MARKER: DD = SURVEY DISK
 DU0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0477_SP_SET: CURB
 DU0477_STAMPING: Q 107 1935 RESET 1947
 DU0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0477+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU0477
 DU0477  HISTORY     - Date     Condition        Report By
 DU0477  HISTORY     - 1947     MONUMENTED       AZHD
 DU0477  HISTORY     - 1947     GOOD             NGS
 DU0477  HISTORY     - 20070506 GOOD             GEOCAC
 DU0477
 DU0477                          STATION DESCRIPTION
 DU0477
 DU0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DU0477'8.0 MI W FROM SUPERIOR.
 DU0477'8.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT SUPERIOR,
 DU0477'1.4 MILES EAST OF THE TOP OF A GRADE, AT A BRIDGE OVER A STREAM, AT
 DU0477'THE CENTER SUPPORT, AND IN THE TOP OF THE NORTH CONCRETE CURB. A
 DU0477'STANDARD DISK, STAMPED Q 107 1935 RESET 1947.
 DU0477
 DU0477                          STATION RECOVERY (2007)
 DU0477
 DU0477'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0455 ***********************************************************************
 DU0455  DESIGNATION -  Q 108
 DU0455  PID         -  DU0455
 DU0455  STATE/COUNTY-  AZ/PINAL
 DU0455  USGS QUAD   -  FLORENCE SE (1965)
 DU0455
 DU0455                         *CURRENT SURVEY CONTROL
 DU0455  ___________________________________________________________________
 DU0455* NAD 83(1986)-  33 05 30.     (N)    111 22 24.     (W)     SCALED    
 DU0455* NAVD 88     -       503.82   (+/-2cm)    1652.9    (feet)  VERTCON   
 DU0455  ___________________________________________________________________
 DU0455  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0455
 DU0455.The horizontal coordinates were scaled from a topographic map and have
 DU0455.an estimated accuracy of +/- 6 seconds.
 DU0455
 DU0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0455.The vertical order pertains to the NGVD 29 superseded value.
 DU0455
 DU0455.The geoid height was determined by GEOID03.
 DU0455
 DU0455;                    North         East    Units  Estimated Accuracy
 DU0455;SPC AZ C     -   232,050.      264,080.      MT  (+/- 180 meters Scaled)
 DU0455
 DU0455                          SUPERSEDED SURVEY CONTROL
 DU0455
 DU0455  NGVD 29 (??/??/92)  503.250  (m)         1651.08   (f) ADJ UNCH    2 0
 DU0455
 DU0455.Superseded values are not recommended for survey control.
 DU0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0455.See file dsdata.txt to determine how the superseded data were derived.
 DU0455
 DU0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB651615(NAD 83)
 DU0455_MARKER: DB = BENCH MARK DISK
 DU0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0455_STAMPING: Q 108 1935
 DU0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0455+STABILITY: SURFACE MOTION
 DU0455
 DU0455  HISTORY     - Date     Condition        Report By
 DU0455  HISTORY     - 1935     MONUMENTED       CGS
 DU0455  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 DU0455
 DU0455                          STATION DESCRIPTION
 DU0455
 DU0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0455'4.5 MI N FROM FLORENCE.
 DU0455'4.5 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 DU0455'FLORENCE, AT THE POINT WHERE THE OLD HIGHWAY INTERSECTS THE NEW
 DU0455'HIGHWAY, 60 YARDS SOUTH OF THE FORKS, 54 FEET WEST OF THE CENTERLINE
 DU0455'OF THE NEW HIGHWAY, AND 47 FEET EAST OF THE CENTERLINE OF THE OLD
 DU0455'HIGHWAY.  A STANDARD DISK, STAMPED Q 108 1935 AND SET IN THE TOP OF A
 DU0455'CONCRETE POST.
 DU0455
 DU0455                          STATION RECOVERY (2007)
 DU0455
 DU0455'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0455'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0851 ***********************************************************************
 DA0851  DESIGNATION -  Q 109
 DA0851  PID         -  DA0851
 DA0851  STATE/COUNTY-  AZ/PIMA
 DA0851  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0851
 DA0851                         *CURRENT SURVEY CONTROL
 DA0851  ___________________________________________________________________
 DA0851* NAD 83(1986)-  32 03 34.     (N)    113 00 58.     (W)     SCALED    
 DA0851* NAVD 88     -       388.46   (+/-2cm)    1274.5    (feet)  VERTCON   
 DA0851  ___________________________________________________________________
 DA0851  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0851
 DA0851.The horizontal coordinates were scaled from a topographic map and have
 DA0851.an estimated accuracy of +/- 6 seconds.
 DA0851
 DA0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0851.The vertical order pertains to the NGVD 29 superseded value.
 DA0851
 DA0851.The geoid height was determined by GEOID03.
 DA0851
 DA0851;                    North         East    Units  Estimated Accuracy
 DA0851;SPC AZ C     -   117,990.      109,550.      MT  (+/- 180 meters Scaled)
 DA0851
 DA0851                          SUPERSEDED SURVEY CONTROL
 DA0851
 DA0851  NGVD 29 (??/??/92)  387.751  (m)         1272.15   (f) ADJ UNCH    2 0
 DA0851
 DA0851.Superseded values are not recommended for survey control.
 DA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0851.See file dsdata.txt to determine how the superseded data were derived.
 DA0851
 DA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA096488(NAD 83)
 DA0851_MARKER: DB = BENCH MARK DISK
 DA0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0851_STAMPING: Q 109 1935
 DA0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0851+STABILITY: SURFACE MOTION
 DA0851
 DA0851  HISTORY     - Date     Condition        Report By
 DA0851  HISTORY     - 1935     MONUMENTED       CGS
 DA0851  HISTORY     - 1952     GOOD             NGS
 DA0851
 DA0851                          STATION DESCRIPTION
 DA0851
 DA0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0851'24.05 MI NW FROM LUKEVILLE.
 DA0851'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0851'LUKEVILLE TO A JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND A
 DA0851'Y JUNCTION, THENCE 9.05 MILES NORTH ALONG THE BATES WELL ROAD, ABOUT
 DA0851'150 YARDS WEST OF THE NORTH END OF A LONG, LOW MOUNTAIN, 11 1/2 FEET
 DA0851'EAST OF THE CENTER LINE OF A ROAD, 1.7 FEET NORTHWEST OF A WITNESS
 DA0851'POST, IN A CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT LEVEL WITH THE
 DA0851'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0410 ***********************************************************************
 DA0410  DESIGNATION -  Q 110
 DA0410  PID         -  DA0410
 DA0410  STATE/COUNTY-  AZ/PIMA
 DA0410  USGS QUAD   -  GUNSIGHT (1990)
 DA0410
 DA0410                         *CURRENT SURVEY CONTROL
 DA0410  ___________________________________________________________________
 DA0410* NAD 83(1986)-  32 08 22.     (N)    112 40 40.     (W)     SCALED    
 DA0410* NAVD 88     -       638.54   (+/-2cm)    2094.9    (feet)  VERTCON   
 DA0410  ___________________________________________________________________
 DA0410  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DA0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0410
 DA0410.The horizontal coordinates were scaled from a topographic map and have
 DA0410.an estimated accuracy of +/- 6 seconds.
 DA0410
 DA0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0410.The vertical order pertains to the NGVD 29 superseded value.
 DA0410
 DA0410.The geoid height was determined by GEOID03.
 DA0410
 DA0410;                    North         East    Units  Estimated Accuracy
 DA0410;SPC AZ C     -   126,580.      141,560.      MT  (+/- 180 meters Scaled)
 DA0410
 DA0410                          SUPERSEDED SURVEY CONTROL
 DA0410
 DA0410  NGVD 29 (??/??/92)  637.787  (m)         2092.47   (f) ADJ UNCH    2 0
 DA0410
 DA0410.Superseded values are not recommended for survey control.
 DA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0410.See file dsdata.txt to determine how the superseded data were derived.
 DA0410
 DA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA417571(NAD 83)
 DA0410_MARKER: DB = BENCH MARK DISK
 DA0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0410_STAMPING: Q 110 1935
 DA0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0410+STABILITY: SURFACE MOTION
 DA0410
 DA0410  HISTORY     - Date     Condition        Report By
 DA0410  HISTORY     - 1935     MONUMENTED       CGS
 DA0410  HISTORY     - 1952     GOOD             NGS
 DA0410
 DA0410                          STATION DESCRIPTION
 DA0410
 DA0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0410'25.75 MI SE FROM AJO.
 DA0410'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0410'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 10.8 MILES SOUTHEAST
 DA0410'ALONG HIGHWAY 86 TO A Y JUNCTION OF SONOYTA-AJO HIGHWAY LEADING SOUTH,
 DA0410'THENCE 9.15 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY TO AN
 DA0410'INTERSECTION, THENCE 5.65 MILES EAST ALONG A TRACK ROAD LEADING EAST
 DA0410'TO WALLS WELL, 0.95 MILE WEST OF WALLS WELL, 30 1/2 FEET SOUTHWEST OF
 DA0410'THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF THE WITNESS POST, AND
 DA0410'ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4
 DA0410'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0739 ***********************************************************************
 CZ0739  DESIGNATION -  Q 112 RESET
 CZ0739  PID         -  CZ0739
 CZ0739  STATE/COUNTY-  AZ/PIMA
 CZ0739  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0739
 CZ0739                         *CURRENT SURVEY CONTROL
 CZ0739  ___________________________________________________________________
 CZ0739* NAD 83(1986)-  32 11 12.     (N)    111 05 39.     (W)     SCALED    
 CZ0739* NAVD 88     -       802.88   (+/-2cm)    2634.1    (feet)  VERTCON   
 CZ0739  ___________________________________________________________________
 CZ0739  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0739
 CZ0739.The horizontal coordinates were scaled from a topographic map and have
 CZ0739.an estimated accuracy of +/- 6 seconds.
 CZ0739
 CZ0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0739.The vertical order pertains to the NGVD 29 superseded value.
 CZ0739
 CZ0739.The geoid height was determined by GEOID03.
 CZ0739
 CZ0739;                    North         East    Units  Estimated Accuracy
 CZ0739;SPC AZ C     -   131,860.      290,920.      MT  (+/- 180 meters Scaled)
 CZ0739
 CZ0739                          SUPERSEDED SURVEY CONTROL
 CZ0739
 CZ0739  NGVD 29 (??/??/92)  802.186  (m)         2631.84   (f) ADJ UNCH    2 0
 CZ0739
 CZ0739.Superseded values are not recommended for survey control.
 CZ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0739.See file dsdata.txt to determine how the superseded data were derived.
 CZ0739
 CZ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA911611(NAD 83)
 CZ0739_MARKER: DB = BENCH MARK DISK
 CZ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0739_STAMPING: Q 112 1935 RESET 1951
 CZ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0739+STABILITY: SURFACE MOTION
 CZ0739
 CZ0739  HISTORY     - Date     Condition        Report By
 CZ0739  HISTORY     - 1951     MONUMENTED       CGS
 CZ0739  HISTORY     - 1981     POOR             USGS
 CZ0739  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 CZ0739  HISTORY     - 19990130 MARK NOT FOUND   USPSQD
 CZ0739
 CZ0739                          STATION DESCRIPTION
 CZ0739
 CZ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0739'8.0 MI W FROM TUCSON.
 CZ0739'6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0739'HIGHWAY 86 (AJO-TUCSON), THENCE 1.8 MILES NORTHWEST ALONG KINNEY ROAD,
 CZ0739'144.6 FEET NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST STONE AND
 CZ0739'CONCRETE HEADWALL OF A CULVERT, 38 FEET NORTHEAST OF THE CENTER LINE
 CZ0739'OF THE ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 4 FEET
 CZ0739'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0739'0.4 FOOT ABOVE THE GROUND.
 CZ0739
 CZ0739                          STATION RECOVERY (1981)
 CZ0739
 CZ0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CZ0739'MARK RECOVERED IN POOR CONDITION.
 CZ0739
 CZ0739                          STATION RECOVERY (1995)
 CZ0739
 CZ0739'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0739'MARK NOT FOUND.
 CZ0739
 CZ0739                          STATION RECOVERY (1999)
 CZ0739
 CZ0739'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0432 ***********************************************************************
 CG0432  DESIGNATION -  Q 113
 CG0432  PID         -  CG0432
 CG0432  STATE/COUNTY-  AZ/PIMA
 CG0432  USGS QUAD   -  LAS GUIJAS (1983)
 CG0432
 CG0432                         *CURRENT SURVEY CONTROL
 CG0432  ___________________________________________________________________
 CG0432* NAD 83(1986)-  31 44 17.     (N)    111 29 06.     (W)     SCALED    
 CG0432* NAVD 88     -      1061.00   (+/-2cm)    3481.0    (feet)  VERTCON   
 CG0432  ___________________________________________________________________
 CG0432  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CG0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0432
 CG0432.The horizontal coordinates were scaled from a topographic map and have
 CG0432.an estimated accuracy of +/- 6 seconds.
 CG0432
 CG0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0432.The vertical order pertains to the NGVD 29 superseded value.
 CG0432
 CG0432.The geoid height was determined by GEOID03.
 CG0432
 CG0432;                    North         East    Units  Estimated Accuracy
 CG0432;SPC AZ C     -    81,910.      254,260.      MT  (+/- 180 meters Scaled)
 CG0432
 CG0432                          SUPERSEDED SURVEY CONTROL
 CG0432
 CG0432  NGVD 29 (??/??/92) 1060.218  (m)         3478.40   (f) ADJ UNCH    2 0
 CG0432
 CG0432.Superseded values are not recommended for survey control.
 CG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0432.See file dsdata.txt to determine how the superseded data were derived.
 CG0432
 CG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA540115(NAD 83)
 CG0432_MARKER: DB = BENCH MARK DISK
 CG0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0432_STAMPING: Q 113 1935
 CG0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0432+STABILITY: SURFACE MOTION
 CG0432
 CG0432  HISTORY     - Date     Condition        Report By
 CG0432  HISTORY     - 1935     MONUMENTED       CGS
 CG0432  HISTORY     - 1951     GOOD             NGS
 CG0432  HISTORY     - 1977     GOOD             USGS
 CG0432  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0432
 CG0432                          STATION DESCRIPTION
 CG0432
 CG0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0432'18.35 MI N FROM SASABE.
 CG0432'18.35 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0432'HOUSE AT SASABE, 1 MILE NORTH OF A CATTLE GUARD ACROSS THE ROAD, AND
 CG0432'ABOUT 140 FEET EAST OF THE POWER LINES, 45 1/2 FEET EAST OF THE CENTER
 CG0432'LINE OF THE ROAD, 2.2 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL
 CG0432'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CG0432'FOOT ABOVE THE GROUND.
 CG0432
 CG0432                          STATION RECOVERY (1977)
 CG0432
 CG0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0432'....ALONG THE THREE POINTS-SASABE ROAD... SHOULD READ ....ALONG STATE
 CG0432'HWY. 286...
 CG0432
 CG0432                          STATION RECOVERY (2001)
 CG0432
 CG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0289 ***********************************************************************
 ER0289  DESIGNATION -  Q 114
 ER0289  PID         -  ER0289
 ER0289  STATE/COUNTY-  AZ/APACHE
 ER0289  USGS QUAD   -  GREENS PEAK (1969)
 ER0289
 ER0289                         *CURRENT SURVEY CONTROL
 ER0289  ___________________________________________________________________
 ER0289* NAD 83(1986)-  34 01 48.     (N)    109 30 49.     (W)     SCALED    
 ER0289* NAVD 88     -      2798.285  (meters)    9180.71   (feet)  ADJUSTED  
 ER0289  ___________________________________________________________________
 ER0289  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 ER0289  DYNAMIC HT  -        2793.642 (meters)    9165.47  (feet)  COMP
 ER0289  MODELED GRAV-     978,874.4   (mgal)                       NAVD 88
 ER0289
 ER0289  VERT ORDER  -  SECOND    CLASS 0
 ER0289
 ER0289.The horizontal coordinates were scaled from a topographic map and have
 ER0289.an estimated accuracy of +/- 6 seconds.
 ER0289
 ER0289.The orthometric height was determined by differential leveling
 ER0289.and adjusted in June 1991.
 ER0289
 ER0289.The geoid height was determined by GEOID03.
 ER0289
 ER0289.The dynamic height is computed by dividing the NAVD 88
 ER0289.geopotential number by the normal gravity value computed on the
 ER0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0289.degrees latitude (g = 980.6199 gals.).
 ER0289
 ER0289.The modeled gravity was interpolated from observed gravity values.
 ER0289
 ER0289;                    North         East    Units  Estimated Accuracy
 ER0289;SPC AZ E     -   336,170.      273,670.      MT  (+/- 180 meters Scaled)
 ER0289
 ER0289                          SUPERSEDED SURVEY CONTROL
 ER0289
 ER0289  NGVD 29 (??/??/92) 2797.080  (m)         9176.75   (f) ADJ UNCH    2 0
 ER0289
 ER0289.Superseded values are not recommended for survey control.
 ER0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0289.See file dsdata.txt to determine how the superseded data were derived.
 ER0289
 ER0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC372664(NAD 83)
 ER0289_MARKER: DB = BENCH MARK DISK
 ER0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0289_STAMPING: Q-114 1935
 ER0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0289+STABILITY: SURFACE MOTION
 ER0289
 ER0289  HISTORY     - Date     Condition        Report By
 ER0289  HISTORY     - 1935     MONUMENTED       CGS
 ER0289
 ER0289                          STATION DESCRIPTION
 ER0289
 ER0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0289'15.7 MI SW FROM SPRINGERVILLE.
 ER0289'15.7 MI SW ALONG HWY NO. 73, THENCE 1.9 MI S ALONG ROAD TO VOIGT
 ER0289'RANCH, ON THE ROAD TO VOIGT RANCH, 60 FEET WEST OF THE CENTER LINE OF
 ER0289'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0451 ***********************************************************************
 CG0451  DESIGNATION -  Q 115
 CG0451  PID         -  CG0451
 CG0451  STATE/COUNTY-  AZ/PIMA
 CG0451  USGS QUAD   -  PENITAS HILLS (1979)
 CG0451
 CG0451                         *CURRENT SURVEY CONTROL
 CG0451  ___________________________________________________________________
 CG0451* NAD 83(1986)-  31 51 09.     (N)    111 17 51.     (W)     SCALED    
 CG0451* NAVD 88     -      1110.03   (+/-2cm)    3641.8    (feet)  VERTCON   
 CG0451  ___________________________________________________________________
 CG0451  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CG0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0451
 CG0451.The horizontal coordinates were scaled from a topographic map and have
 CG0451.an estimated accuracy of +/- 6 seconds.
 CG0451
 CG0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0451.The vertical order pertains to the NGVD 29 superseded value.
 CG0451
 CG0451.The geoid height was determined by GEOID03.
 CG0451
 CG0451;                    North         East    Units  Estimated Accuracy
 CG0451;SPC AZ C     -    94,680.      271,960.      MT  (+/- 180 meters Scaled)
 CG0451
 CG0451                          SUPERSEDED SURVEY CONTROL
 CG0451
 CG0451  NGVD 29 (??/??/92) 1109.242  (m)         3639.24   (f) ADJ UNCH    2 0
 CG0451
 CG0451.Superseded values are not recommended for survey control.
 CG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0451.See file dsdata.txt to determine how the superseded data were derived.
 CG0451
 CG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA718241(NAD 83)
 CG0451_MARKER: DB = BENCH MARK DISK
 CG0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0451_STAMPING: Q 115 1935
 CG0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0451+STABILITY: SURFACE MOTION
 CG0451
 CG0451  HISTORY     - Date     Condition        Report By
 CG0451  HISTORY     - 1935     MONUMENTED       CGS
 CG0451  HISTORY     - 1975     MARK NOT FOUND   USGS
 CG0451
 CG0451                          STATION DESCRIPTION
 CG0451
 CG0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0451'22.0 MI NW FROM GONZALES RANCH.
 CG0451'22.0 MILES NORTHWEST OF ARIVACA JUNCTION, PIMA COUNTY, 5.5 MILES WEST
 CG0451'ALONG THE ARIVACA ROAD, THENCE 6.6 MILES NORTHWEST ALONG THE BATAMOTE
 CG0451'RANCH ROAD TO BATAMOTE RANCH, AND THENCE 9.9 MILES NORTHWEST ALONG THE
 CG0451'SAN JUAN RANCH ROAD.  IT IS ON THE GONZALES RANCH-SAN JUAN RANCH ROAD,
 CG0451'2.3 MILES NORTH OF SAN JUAN RANCH, 0.1 MILE NORTHEAST OF A FORK IN THE
 CG0451'ROAD, 19 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 13 FEET
 CG0451'WEST OF A MESQUITE TREE.  A STANDARD DISK, STAMPED Q 115 1935 AND SET
 CG0451'IN THE TOP OF A CONCRETE POST.
 CG0451
 CG0451                          STATION RECOVERY (1975)
 CG0451
 CG0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0515 ***********************************************************************
 FS0515  DESIGNATION -  Q 116
 FS0515  PID         -  FS0515
 FS0515  STATE/COUNTY-  AZ/MOHAVE
 FS0515  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0515
 FS0515                         *CURRENT SURVEY CONTROL
 FS0515  ___________________________________________________________________
 FS0515* NAD 83(1986)-  35 25 41.     (N)    114 17 12.     (W)     SCALED    
 FS0515* NAVD 88     -      1062.565  (meters)    3486.10   (feet)  POSTED    
 FS0515  ___________________________________________________________________
 FS0515  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0515  DYNAMIC HT  -        1061.320 (meters)    3482.01  (feet)  COMP
 FS0515  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 FS0515
 FS0515  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0515
 FS0515.The horizontal coordinates were scaled from a topographic map and have
 FS0515.an estimated accuracy of +/- 6 seconds.
 FS0515
 FS0515.The orthometric height was determined by differential leveling
 FS0515.and adjusted by the  in 1992.
 FS0515.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0515.rate of 1.1 thru 2.0 mm/km.
 FS0515
 FS0515.The geoid height was determined by GEOID03.
 FS0515
 FS0515.The dynamic height is computed by dividing the NAVD 88
 FS0515.geopotential number by the normal gravity value computed on the
 FS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0515.degrees latitude (g = 980.6199 gals.).
 FS0515
 FS0515.The modeled gravity was interpolated from observed gravity values.
 FS0515
 FS0515;                    North         East    Units  Estimated Accuracy
 FS0515;SPC AZ W     -   491,210.      164,630.      MT  (+/- 180 meters Scaled)
 FS0515
 FS0515                          SUPERSEDED SURVEY CONTROL
 FS0515
 FS0515  NGVD 29 (??/??/92) 1061.749  (m)         3483.42   (f) ADJ UNCH    1 2
 FS0515
 FS0515.Superseded values are not recommended for survey control.
 FS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0515.See file dsdata.txt to determine how the superseded data were derived.
 FS0515
 FS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV463238(NAD 83)
 FS0515_MARKER: DB = BENCH MARK DISK
 FS0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0515_STAMPING: Q 116 1935
 FS0515_MARK LOGO: CGS   
 FS0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0515+STABILITY: SURFACE MOTION
 FS0515
 FS0515  HISTORY     - Date     Condition        Report By
 FS0515  HISTORY     - 1935     MONUMENTED       CGS
 FS0515  HISTORY     - 1940     GOOD             NGS
 FS0515  HISTORY     - 1955     GOOD             NGS
 FS0515  HISTORY     - 1982     SEE DESCRIPTION  NGS
 FS0515
 FS0515                          STATION DESCRIPTION
 FS0515
 FS0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0515'5.8 MI NW FROM CHLORIDE.
 FS0515'5.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 1.3 MILES
 FS0515'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 93 AND A ROAD
 FS0515'LEADING TO PRODUCERS MINES INC., 0.2 MILE SOUTH OF U.S. HIGHWAY
 FS0515'93, 150 FEET NORTHWEST OF A SMALL WASH, 42 FEET EAST OF THE
 FS0515'CENTERLINE OF THE ROAD, AND 3 FEET EAST OF A WHITE WOODEN
 FS0515'WITNESS POST.  A STANDARD DISK, STAMPED Q 116 1935 AND SET IN
 FS0515'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 FS0515
 FS0515                          STATION RECOVERY (1955)
 FS0515
 FS0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0515'RECOVERED IN GOOD CONDITION.
 FS0515
 FS0515                          STATION RECOVERY (1982)
 FS0515
 FS0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0515'NOT SEARCHED FOR BECAUSE OF ITS LOCATION OFF THE LINE AREA WOULD TAKE
 FS0515'MORE TIME THAN ITS WORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0725 ***********************************************************************
 CG0725  DESIGNATION -  Q 118
 CG0725  PID         -  CG0725
 CG0725  STATE/COUNTY-  AZ/PIMA
 CG0725  USGS QUAD   -  SELLS EAST (1982)
 CG0725
 CG0725                         *CURRENT SURVEY CONTROL
 CG0725  ___________________________________________________________________
 CG0725* NAD 83(1986)-  31 53 24.     (N)    111 47 40.     (W)     SCALED    
 CG0725* NAVD 88     -       791.67   (+/-2cm)    2597.3    (feet)  VERTCON   
 CG0725  ___________________________________________________________________
 CG0725  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CG0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0725
 CG0725.The horizontal coordinates were scaled from a topographic map and have
 CG0725.an estimated accuracy of +/- 6 seconds.
 CG0725
 CG0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0725.The vertical order pertains to the NGVD 29 superseded value.
 CG0725
 CG0725.The geoid height was determined by GEOID03.
 CG0725
 CG0725;                    North         East    Units  Estimated Accuracy
 CG0725;SPC AZ C     -    98,680.      224,920.      MT  (+/- 180 meters Scaled)
 CG0725
 CG0725                          SUPERSEDED SURVEY CONTROL
 CG0725
 CG0725  NGVD 29 (??/??/92)  790.954  (m)         2594.99   (f) ADJ UNCH    2 0
 CG0725
 CG0725.Superseded values are not recommended for survey control.
 CG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0725.See file dsdata.txt to determine how the superseded data were derived.
 CG0725
 CG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA248285(NAD 83)
 CG0725_MARKER: DB = BENCH MARK DISK
 CG0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0725_STAMPING: Q 118 1935
 CG0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0725+STABILITY: SURFACE MOTION
 CG0725
 CG0725  HISTORY     - Date     Condition        Report By
 CG0725  HISTORY     - 1935     MONUMENTED       CGS
 CG0725  HISTORY     - 1952     GOOD             NGS
 CG0725
 CG0725                          STATION DESCRIPTION
 CG0725
 CG0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0725'10.35 MI E FROM SELLS.
 CG0725'1.5 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 CG0725'AT SELLS, THENCE 4.4 MILES EAST ALONG STATE HIGHWAY 86, THENCE 4.45
 CG0725'MILES SOUTHWEST ALONG A GRAVEL ROAD, 0.85 MILE SOUTHWEST OF THE LITTLE
 CG0725'TUCSON CHURCH, 6.6 MILES NORTH OF THE POST OFFICE AT TOPAWA, 105 FEET
 CG0725'NORTHWEST OF THE CENTER LINE OF A DIM ROAD, 19 FEET NORTH OF THE
 CG0725'CENTER OF A SMALL WASH, 2.1 FEET NORTH OF A WITNESS POST, AND SET IN
 CG0725'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0395 ***********************************************************************
 FS0395  DESIGNATION -  Q 119
 FS0395  PID         -  FS0395
 FS0395  STATE/COUNTY-  AZ/MOHAVE
 FS0395  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0395
 FS0395                         *CURRENT SURVEY CONTROL
 FS0395  ___________________________________________________________________
 FS0395* NAD 83(1986)-  35 54 41.     (N)    114 29 41.     (W)     SCALED    
 FS0395* NAVD 88     -       556.963  (meters)    1827.30   (feet)  POSTED    
 FS0395  ___________________________________________________________________
 FS0395  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0395  DYNAMIC HT  -         556.400 (meters)    1825.46  (feet)  COMP
 FS0395  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 FS0395
 FS0395  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0395
 FS0395.The horizontal coordinates were scaled from a topographic map and have
 FS0395.an estimated accuracy of +/- 6 seconds.
 FS0395
 FS0395.The orthometric height was determined by differential leveling
 FS0395.and adjusted by the  in 1992.
 FS0395.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0395.rate of 0.0 thru 1.0 mm/km.
 FS0395
 FS0395.The geoid height was determined by GEOID03.
 FS0395
 FS0395.The dynamic height is computed by dividing the NAVD 88
 FS0395.geopotential number by the normal gravity value computed on the
 FS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0395.degrees latitude (g = 980.6199 gals.).
 FS0395
 FS0395.The modeled gravity was interpolated from observed gravity values.
 FS0395
 FS0395;                    North         East    Units  Estimated Accuracy
 FS0395;SPC AZ W     -   544,960.      146,140.      MT  (+/- 180 meters Scaled)
 FS0395
 FS0395                          SUPERSEDED SURVEY CONTROL
 FS0395
 FS0395  NGVD 29 (??/??/92)  556.237  (m)         1824.92   (f) ADJ UNCH    1 1
 FS0395
 FS0395.Superseded values are not recommended for survey control.
 FS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0395.See file dsdata.txt to determine how the superseded data were derived.
 FS0395
 FS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV260770(NAD 83)
 FS0395_MARKER: DB = BENCH MARK DISK
 FS0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0395_STAMPING: Q 119 1935
 FS0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0395+STABILITY: SURFACE MOTION
 FS0395
 FS0395  HISTORY     - Date     Condition        Report By
 FS0395  HISTORY     - 1935     MONUMENTED       CGS
 FS0395  HISTORY     - 1950     GOOD             NGS
 FS0395  HISTORY     - 1963     GOOD             NGS
 FS0395
 FS0395                          STATION DESCRIPTION
 FS0395
 FS0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0395'12 MI S FROM MOUTH OF DETRITAL WASH.
 FS0395'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0395'MEAD, THENCE 5.1 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 85 1/2
 FS0395'FEET EAST A LONE 10-INCH YUCCA TREE, 55 FEET WEST OF THE CENTER
 FS0395'LINE OF THE ROAD, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 FS0395'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0395'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 FS0395
 FS0395                          STATION RECOVERY (1963)
 FS0395
 FS0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1082 ***********************************************************************
 DV1082  DESIGNATION -  Q 12
 DV1082  PID         -  DV1082
 DV1082  STATE/COUNTY-  AZ/LA PAZ
 DV1082  USGS QUAD   -  SALOME (1990)
 DV1082
 DV1082                         *CURRENT SURVEY CONTROL
 DV1082  ___________________________________________________________________
 DV1082* NAD 83(1986)-  33 46 48.     (N)    113 37 02.     (W)     SCALED    
 DV1082* NAVD 88     -       572.84   (+/-2cm)    1879.4    (feet)  VERTCON   
 DV1082  ___________________________________________________________________
 DV1082  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV1082  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1082
 DV1082.The horizontal coordinates were scaled from a topographic map and have
 DV1082.an estimated accuracy of +/- 6 seconds.
 DV1082
 DV1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1082.The vertical order pertains to the NGVD 29 superseded value.
 DV1082
 DV1082.The geoid height was determined by GEOID03.
 DV1082
 DV1082;                    North         East    Units  Estimated Accuracy
 DV1082;SPC AZ W     -   308,270.      225,660.      MT  (+/- 180 meters Scaled)
 DV1082
 DV1082                          SUPERSEDED SURVEY CONTROL
 DV1082
 DV1082  NGVD 29 (??/??/92)  572.14   (m)         1877.1    (f) COMPUTED    1 2
 DV1082
 DV1082.Superseded values are not recommended for survey control.
 DV1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1082.See file dsdata.txt to determine how the superseded data were derived.
 DV1082
 DV1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC576408(NAD 83)
 DV1082_MARKER: DB = BENCH MARK DISK
 DV1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1082_SP_SET: FOUNDATION
 DV1082_STAMPING: 1877.096 Q 12 1927
 DV1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1082
 DV1082  HISTORY     - Date     Condition        Report By
 DV1082  HISTORY     - 1927     MONUMENTED       CGS
 DV1082  HISTORY     - 1957     MARK NOT FOUND   USGS
 DV1082
 DV1082                          STATION DESCRIPTION
 DV1082
 DV1082'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 DV1082'IN SALOME.
 DV1082'AT SALOME, YUMA COUNTY, 130 YARDS SOUTHWEST OF THE ATCHISON TOPEKA AND
 DV1082'SANTA FE RAILWAY STATION, AT THE FORMER DICK WICK HALL SERVICE
 DV1082'STATION, AT A GAS PUMP, AND IN THE TOP OF THE NORTHEAST CORNER OF THE
 DV1082'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED 1877.096 Q 12 1927.
 DV1082'NOTE-- CONSTRUCTION IN AREA.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0427 ***********************************************************************
 GR0427  DESIGNATION -  Q 120
 GR0427  PID         -  GR0427
 GR0427  STATE/COUNTY-  AZ/MOHAVE
 GR0427  USGS QUAD   -  BONELLI BAY (1983)
 GR0427
 GR0427                         *CURRENT SURVEY CONTROL
 GR0427  ___________________________________________________________________
 GR0427* NAD 83(1986)-  36 01 28.     (N)    114 28 05.     (W)     SCALED    
 GR0427* NAVD 88     -       397.334  (meters)    1303.59   (feet)  POSTED    
 GR0427  ___________________________________________________________________
 GR0427  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0427  DYNAMIC HT  -         396.940 (meters)    1302.29  (feet)  COMP
 GR0427  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 GR0427
 GR0427  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0427
 GR0427.The horizontal coordinates were scaled from a topographic map and have
 GR0427.an estimated accuracy of +/- 6 seconds.
 GR0427
 GR0427.The orthometric height was determined by differential leveling
 GR0427.and adjusted by the  in 1992.
 GR0427.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0427.rate of 0.0 thru 1.0 mm/km.
 GR0427
 GR0427.The geoid height was determined by GEOID03.
 GR0427
 GR0427.The dynamic height is computed by dividing the NAVD 88
 GR0427.geopotential number by the normal gravity value computed on the
 GR0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0427.degrees latitude (g = 980.6199 gals.).
 GR0427
 GR0427.The modeled gravity was interpolated from observed gravity values.
 GR0427
 GR0427;                    North         East    Units  Estimated Accuracy
 GR0427;SPC AZ W     -   557,480.      148,640.      MT  (+/- 180 meters Scaled)
 GR0427
 GR0427                          SUPERSEDED SURVEY CONTROL
 GR0427
 GR0427  NGVD 29 (??/??/92)  396.615  (m)         1301.23   (f) ADJ UNCH    1 1
 GR0427
 GR0427.Superseded values are not recommended for survey control.
 GR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0427.See file dsdata.txt to determine how the superseded data were derived.
 GR0427
 GR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV281896(NAD 83)
 GR0427_MARKER: DB = BENCH MARK DISK
 GR0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0427_STAMPING: Q 120 1935
 GR0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0427+STABILITY: SURFACE MOTION
 GR0427
 GR0427  HISTORY     - Date     Condition        Report By
 GR0427  HISTORY     - 1935     MONUMENTED       CGS
 GR0427  HISTORY     - 1950     GOOD             NGS
 GR0427  HISTORY     - 1963     GOOD             NGS
 GR0427
 GR0427                          STATION DESCRIPTION
 GR0427
 GR0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0427'2.3 MI S FROM MOUTH OF DETRITAL WASH.
 GR0427'2.3 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0427'ABOUT 105 YARDS WEST OF THE WEST EDGE OF THE WASH, ABOUT 210 YARDS
 GR0427'EAST OF THE FOOTHILLS, 81 FEET SOUTHWEST OF A 5-INCH MESQUITE TREE,
 GR0427'3.0 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 GR0427'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 GR0427
 GR0427                          STATION RECOVERY (1963)
 GR0427
 GR0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0938 ***********************************************************************
 FS0938  DESIGNATION -  Q 121 RESET
 FS0938  PID         -  FS0938
 FS0938  STATE/COUNTY-  AZ/MOHAVE
 FS0938  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0938
 FS0938                         *CURRENT SURVEY CONTROL
 FS0938  ___________________________________________________________________
 FS0938* NAD 83(1986)-  35 39 24.     (N)    114 26 43.     (W)     SCALED    
 FS0938* NAVD 88     -       777.160  (meters)    2549.73   (feet)  ADJUSTED  
 FS0938  ___________________________________________________________________
 FS0938  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0938  DYNAMIC HT  -         776.309 (meters)    2546.94  (feet)  COMP
 FS0938  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 FS0938
 FS0938  VERT ORDER  -  FIRST     CLASS II
 FS0938
 FS0938.The horizontal coordinates were scaled from a topographic map and have
 FS0938.an estimated accuracy of +/- 6 seconds.
 FS0938
 FS0938.The orthometric height was determined by differential leveling
 FS0938.and adjusted in June 1991.
 FS0938
 FS0938.The geoid height was determined by GEOID03.
 FS0938
 FS0938.The dynamic height is computed by dividing the NAVD 88
 FS0938.geopotential number by the normal gravity value computed on the
 FS0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0938.degrees latitude (g = 980.6199 gals.).
 FS0938
 FS0938.The modeled gravity was interpolated from observed gravity values.
 FS0938
 FS0938;                    North         East    Units  Estimated Accuracy
 FS0938;SPC AZ W     -   516,660.      150,400.      MT  (+/- 180 meters Scaled)
 FS0938
 FS0938                          SUPERSEDED SURVEY CONTROL
 FS0938
 FS0938.No superseded survey control is available for this station.
 FS0938
 FS0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV312488(NAD 83)
 FS0938_MARKER: DB = BENCH MARK DISK
 FS0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0938_SP_SET: CONCRETE POST
 FS0938_STAMPING: Q 121 RESET 1981
 FS0938_MARK LOGO: NGS   
 FS0938_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0938+STABILITY: SURFACE MOTION
 FS0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0938+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0938
 FS0938  HISTORY     - Date     Condition        Report By
 FS0938  HISTORY     - 1981     MONUMENTED       AZDT
 FS0938  HISTORY     - 1982     GOOD             NGS
 FS0938  HISTORY     - 20050717 GOOD             USPSQD
 FS0938
 FS0938                          STATION DESCRIPTION
 FS0938
 FS0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0938'33.6 KM (20.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0938'33.6 KM (20.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0938'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT MILEPOST 32, 29.7 METERS
 FS0938'(97.5 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 0.8 METER
 FS0938'(2.5 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FS0938'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FS0938'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0938
 FS0938                          STATION RECOVERY (2005)
 FS0938
 FS0938'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0938'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0699 ***********************************************************************
 CG0699  DESIGNATION -  Q 122
 CG0699  PID         -  CG0699
 CG0699  STATE/COUNTY-  AZ/PIMA
 CG0699  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0699
 CG0699                         *CURRENT SURVEY CONTROL
 CG0699  ___________________________________________________________________
 CG0699* NAD 83(1986)-  31 34 11.     (N)    111 40 59.     (W)     SCALED    
 CG0699* NAVD 88     -       891.10   (+/-2cm)    2923.6    (feet)  VERTCON   
 CG0699  ___________________________________________________________________
 CG0699  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0699
 CG0699.The horizontal coordinates were scaled from a topographic map and have
 CG0699.an estimated accuracy of +/- 6 seconds.
 CG0699
 CG0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0699.The vertical order pertains to the NGVD 29 superseded value.
 CG0699
 CG0699.The geoid height was determined by GEOID03.
 CG0699
 CG0699;                    North         East    Units  Estimated Accuracy
 CG0699;SPC AZ C     -    63,190.      235,540.      MT  (+/- 180 meters Scaled)
 CG0699
 CG0699                          SUPERSEDED SURVEY CONTROL
 CG0699
 CG0699  NGVD 29 (??/??/92)  890.330  (m)         2921.02   (f) ADJ UNCH    2 0
 CG0699
 CG0699.Superseded values are not recommended for survey control.
 CG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0699.See file dsdata.txt to determine how the superseded data were derived.
 CG0699
 CG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV351929(NAD 83)
 CG0699_MARKER: DB = BENCH MARK DISK
 CG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0699_STAMPING: Q 122 1935
 CG0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0699+STABILITY: SURFACE MOTION
 CG0699
 CG0699  HISTORY     - Date     Condition        Report By
 CG0699  HISTORY     - 1935     MONUMENTED       CGS
 CG0699  HISTORY     - 1952     GOOD             NGS
 CG0699  HISTORY     - 1977     GOOD             USGS
 CG0699
 CG0699                          STATION DESCRIPTION
 CG0699
 CG0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0699'9.15 MI SE FROM SAN MIGUEL.
 CG0699'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0699'MIGUEL, THENCE 4.85 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0699'0.35 MILE SOUTH OF A T JUNCTION OF A TRACK ROAD LEADING WEST, 0.2 MILE
 CG0699'SOUTH OF A WASH ACROSS THE ROAD, 34 FEET SOUTHWEST OF THE CENTER LINE
 CG0699'OF THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 CG0699'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 CG0699'FOOT ABOVE THE GROUND, AND A METAL TAG STAMPED 2921.5.
 CG0699
 CG0699                          STATION RECOVERY (1977)
 CG0699
 CG0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0699'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0699'THENCE 5.85 MI S. ALONG DIRT AND MAIN RD., ABOUT 0.3 MI S. OF T-RD.
 CG0699'E. 34 FT SW. OF CENTERLINE OF RD., ABOUT 0.5 FT HIGHER THAN RD. SET
 CG0699'IN CONCRETE POST PROJECTING 0.8 FT ABOVE GROUND. STANDARD DISK
 CG0699'STAMPED Q 122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0150 ***********************************************************************
 DU0150  DESIGNATION -  Q 123
 DU0150  PID         -  DU0150
 DU0150  STATE/COUNTY-  AZ/GILA
 DU0150  USGS QUAD   -  BRONCO GULCH (1966)
 DU0150
 DU0150                         *CURRENT SURVEY CONTROL
 DU0150  ___________________________________________________________________
 DU0150* NAD 83(1986)-  33 25 59.     (N)    110 12 50.     (W)     SCALED    
 DU0150* NAVD 88     -      1331.479  (meters)    4368.36   (feet)  ADJUSTED  
 DU0150  ___________________________________________________________________
 DU0150  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DU0150  DYNAMIC HT  -        1329.594 (meters)    4362.18  (feet)  COMP
 DU0150  MODELED GRAV-     979,175.3   (mgal)                       NAVD 88
 DU0150
 DU0150  VERT ORDER  -  SECOND    CLASS 0
 DU0150
 DU0150.The horizontal coordinates were scaled from a topographic map and have
 DU0150.an estimated accuracy of +/- 6 seconds.
 DU0150
 DU0150.The orthometric height was determined by differential leveling
 DU0150.and adjusted in June 1991.
 DU0150
 DU0150.The geoid height was determined by GEOID03.
 DU0150
 DU0150.The dynamic height is computed by dividing the NAVD 88
 DU0150.geopotential number by the normal gravity value computed on the
 DU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0150.degrees latitude (g = 980.6199 gals.).
 DU0150
 DU0150.The modeled gravity was interpolated from observed gravity values.
 DU0150
 DU0150;                    North         East    Units  Estimated Accuracy
 DU0150;SPC AZ E     -   269,780.      208,970.      MT  (+/- 180 meters Scaled)
 DU0150
 DU0150                          SUPERSEDED SURVEY CONTROL
 DU0150
 DU0150  NGVD 29 (??/??/92) 1330.818  (m)         4366.19   (f) ADJ UNCH    2 0
 DU0150
 DU0150.Superseded values are not recommended for survey control.
 DU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0150.See file dsdata.txt to determine how the superseded data were derived.
 DU0150
 DU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB730995(NAD 83)
 DU0150_MARKER: DB = BENCH MARK DISK
 DU0150_SETTING: 66 = SET IN ROCK OUTCROP
 DU0150_SP_SET: ROCK LEDGE
 DU0150_STAMPING: Q 123 1935
 DU0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0150+STABILITY: POSITION/ELEVATION WELL
 DU0150
 DU0150  HISTORY     - Date     Condition        Report By
 DU0150  HISTORY     - 1935     MONUMENTED       CGS
 DU0150
 DU0150                          STATION DESCRIPTION
 DU0150
 DU0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0150'1.4 MI SE FROM WARM SPRING.
 DU0150'1.4 MILES SOUTHEAST ALONG THE SAN CARLOS ROAD FROM WARM SPRING, GILA
 DU0150'COUNTY, 1.0 MILE SOUTH OF THE CROSSING OF THE SAN CARLOS RIVER, 100
 DU0150'YARDS SOUTH OF A SHARP CURVE, 41 FEET EAST OF THE CENTERLINE OF THE
 DU0150'ROAD, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED Q 123
 DU0150'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0680 ***********************************************************************
 FR0680  DESIGNATION -  Q 125
 FR0680  PID         -  FR0680
 FR0680  STATE/COUNTY-  AZ/MOHAVE
 FR0680  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0680
 FR0680                         *CURRENT SURVEY CONTROL
 FR0680  ___________________________________________________________________
 FR0680* NAD 83(1986)-  35 39 34.     (N)    113 58 09.     (W)     SCALED    
 FR0680* NAVD 88     -       855.140  (meters)    2805.57   (feet)  POSTED    
 FR0680  ___________________________________________________________________
 FR0680  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FR0680  DYNAMIC HT  -         854.170 (meters)    2802.39  (feet)  COMP
 FR0680  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 FR0680
 FR0680  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0680
 FR0680.The horizontal coordinates were scaled from a topographic map and have
 FR0680.an estimated accuracy of +/- 6 seconds.
 FR0680
 FR0680.The orthometric height was determined by differential leveling
 FR0680.and adjusted by the  in 1992.
 FR0680.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0680.rate of 1.1 thru 2.0 mm/km.
 FR0680
 FR0680.The geoid height was determined by GEOID03.
 FR0680
 FR0680.The dynamic height is computed by dividing the NAVD 88
 FR0680.geopotential number by the normal gravity value computed on the
 FR0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0680.degrees latitude (g = 980.6199 gals.).
 FR0680
 FR0680.The modeled gravity was interpolated from observed gravity values.
 FR0680
 FR0680;                    North         East    Units  Estimated Accuracy
 FR0680;SPC AZ W     -   516,770.      193,520.      MT  (+/- 180 meters Scaled)
 FR0680
 FR0680                          SUPERSEDED SURVEY CONTROL
 FR0680
 FR0680  NGVD 29 (??/??/92)  854.393  (m)         2803.12   (f) ADJ UNCH    1 1
 FR0680
 FR0680.Superseded values are not recommended for survey control.
 FR0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0680.See file dsdata.txt to determine how the superseded data were derived.
 FR0680
 FR0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE312502(NAD 83)
 FR0680_MARKER: DB = BENCH MARK DISK
 FR0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0680_STAMPING: Q 125 1935
 FR0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0680+STABILITY: SURFACE MOTION
 FR0680
 FR0680  HISTORY     - Date     Condition        Report By
 FR0680  HISTORY     - 1935     MONUMENTED       CGS
 FR0680  HISTORY     - 1940     GOOD             NGS
 FR0680
 FR0680                          STATION DESCRIPTION
 FR0680
 FR0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0680'24.9 MI N FROM HACKBERRY.
 FR0680'24.9 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0680'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 2.5 MILES
 FR0680'NORTHWEST OF THE MUSIC MOUNTAIN MILL SITE, 1.6 MILES NORTHWEST OF THE
 FR0680'JUNCTION OF THE NEW ROAD, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FR0680'ROAD, AND 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FR0680'DISK, STAMPED Q 125 1935 AND SET IN A CONCRETE POST PROJECTING 0.8
 FR0680'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0374 ***********************************************************************
 GR0374  DESIGNATION -  Q 126
 GR0374  PID         -  GR0374
 GR0374  STATE/COUNTY-  AZ/MOHAVE
 GR0374  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0374
 GR0374                         *CURRENT SURVEY CONTROL
 GR0374  ___________________________________________________________________
 GR0374* NAD 83(1986)-  36 02 42.     (N)    114 03 51.     (W)     SCALED    
 GR0374* NAVD 88     -       851.988  (meters)    2795.23   (feet)  POSTED    
 GR0374  ___________________________________________________________________
 GR0374  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GR0374  DYNAMIC HT  -         851.080 (meters)    2792.25  (feet)  COMP
 GR0374  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 GR0374
 GR0374  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0374
 GR0374.The horizontal coordinates were scaled from a topographic map and have
 GR0374.an estimated accuracy of +/- 6 seconds.
 GR0374
 GR0374.The orthometric height was determined by differential leveling
 GR0374.and adjusted by the  in 1992.
 GR0374.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0374.rate of 0.0 thru 1.0 mm/km.
 GR0374
 GR0374.The geoid height was determined by GEOID03.
 GR0374
 GR0374.The dynamic height is computed by dividing the NAVD 88
 GR0374.geopotential number by the normal gravity value computed on the
 GR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0374.degrees latitude (g = 980.6199 gals.).
 GR0374
 GR0374.The modeled gravity was interpolated from observed gravity values.
 GR0374
 GR0374;                    North         East    Units  Estimated Accuracy
 GR0374;SPC AZ W     -   559,570.      185,050.      MT  (+/- 180 meters Scaled)
 GR0374
 GR0374                          SUPERSEDED SURVEY CONTROL
 GR0374
 GR0374  NGVD 29 (??/??/92)  851.281  (m)         2792.91   (f) ADJ UNCH    1 1
 GR0374
 GR0374.Superseded values are not recommended for survey control.
 GR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0374.See file dsdata.txt to determine how the superseded data were derived.
 GR0374
 GR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV644929(NAD 83)
 GR0374_MARKER: DB = BENCH MARK DISK
 GR0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0374_STAMPING: Q 126 1935
 GR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0374+STABILITY: SURFACE MOTION
 GR0374
 GR0374  HISTORY     - Date     Condition        Report By
 GR0374  HISTORY     - 1935     MONUMENTED       CGS
 GR0374  HISTORY     - 1950     GOOD             NGS
 GR0374
 GR0374                          STATION DESCRIPTION
 GR0374
 GR0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0374'7.8 MI S FROM PIERCES FERRY.
 GR0374'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0374'STATION AT PIERCES FERRY, THENCE 7.3 MILES SOUTH ALONG AN OLD
 GR0374'ABANDONED ROAD, ABOUT 0.6 MILE EAST OF THE PARK SERVICE ROAD, 61 FEET
 GR0374'NORTHWEST OF THE APPROXIMATE CENTER OF A WASH, 15 FEET WEST OF THE
 GR0374'CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 GR0374'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0374'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0082 ***********************************************************************
 GQ0082  DESIGNATION -  Q 127
 GQ0082  PID         -  GQ0082
 GQ0082  STATE/COUNTY-  AZ/MOHAVE
 GQ0082  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0082
 GQ0082                         *CURRENT SURVEY CONTROL
 GQ0082  ___________________________________________________________________
 GQ0082* NAD 83(1986)-  36 09 08.     (N)    113 57 46.     (W)     SCALED    
 GQ0082* NAVD 88     -       412.929  (meters)    1354.75   (feet)  POSTED    
 GQ0082  ___________________________________________________________________
 GQ0082  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 GQ0082  DYNAMIC HT  -         412.500 (meters)    1353.34  (feet)  COMP
 GQ0082  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 GQ0082
 GQ0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0082
 GQ0082.The horizontal coordinates were scaled from a topographic map and have
 GQ0082.an estimated accuracy of +/- 6 seconds.
 GQ0082
 GQ0082.The orthometric height was determined by differential leveling
 GQ0082.and adjusted by the  in 1992.
 GQ0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0082.rate of 0.0 thru 1.0 mm/km.
 GQ0082
 GQ0082.The geoid height was determined by GEOID03.
 GQ0082
 GQ0082.The dynamic height is computed by dividing the NAVD 88
 GQ0082.geopotential number by the normal gravity value computed on the
 GQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0082.degrees latitude (g = 980.6199 gals.).
 GQ0082
 GQ0082.The modeled gravity was interpolated from observed gravity values.
 GQ0082
 GQ0082;                    North         East    Units  Estimated Accuracy
 GQ0082;SPC AZ W     -   571,440.      194,210.      MT  (+/- 180 meters Scaled)
 GQ0082
 GQ0082                          SUPERSEDED SURVEY CONTROL
 GQ0082
 GQ0082  NGVD 29 (??/??/92)  412.236  (m)         1352.48   (f) ADJ UNCH    1 1
 GQ0082
 GQ0082.Superseded values are not recommended for survey control.
 GQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0082.See file dsdata.txt to determine how the superseded data were derived.
 GQ0082
 GQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF334049(NAD 83)
 GQ0082_MARKER: DB = BENCH MARK DISK
 GQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0082_STAMPING: Q 127 1935
 GQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0082+STABILITY: SURFACE MOTION
 GQ0082
 GQ0082  HISTORY     - Date     Condition        Report By
 GQ0082  HISTORY     - 1935     MONUMENTED       CGS
 GQ0082  HISTORY     - 1950     GOOD             NGS
 GQ0082
 GQ0082                          STATION DESCRIPTION
 GQ0082
 GQ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0082'65.0 MI SE FROM RIVERSIDE, NV.
 GQ0082'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0082'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0082'THENCE 25.3 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0082'FERRY ROAD, 0.05 MILE SOUTHWEST OF A FENCE ACROSS THE ROAD, ON THE
 GQ0082'NORTHWEST SLOPE OF A RIDGE, ABOUT 80 YARDS EAST OF THE EAST BANK OF A
 GQ0082'WASH, 11 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST
 GQ0082'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 GQ0082'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0423 ***********************************************************************
 FS0423  DESIGNATION -  Q 128
 FS0423  PID         -  FS0423
 FS0423  STATE/COUNTY-  AZ/MOHAVE
 FS0423  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0423
 FS0423                         *CURRENT SURVEY CONTROL
 FS0423  ___________________________________________________________________
 FS0423* NAD 83(1986)-  35 56 12.     (N)    114 09 53.     (W)     SCALED    
 FS0423* NAVD 88     -       622.906  (meters)    2043.65   (feet)  POSTED    
 FS0423  ___________________________________________________________________
 FS0423  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FS0423  DYNAMIC HT  -         622.250 (meters)    2041.50  (feet)  COMP
 FS0423  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 FS0423
 FS0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0423
 FS0423.The horizontal coordinates were scaled from a topographic map and have
 FS0423.an estimated accuracy of +/- 6 seconds.
 FS0423
 FS0423.The orthometric height was determined by differential leveling
 FS0423.and adjusted by the  in 1992.
 FS0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0423.rate of 0.0 thru 1.0 mm/km.
 FS0423
 FS0423.The geoid height was determined by GEOID03.
 FS0423
 FS0423.The dynamic height is computed by dividing the NAVD 88
 FS0423.geopotential number by the normal gravity value computed on the
 FS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0423.degrees latitude (g = 980.6199 gals.).
 FS0423
 FS0423.The modeled gravity was interpolated from observed gravity values.
 FS0423
 FS0423;                    North         East    Units  Estimated Accuracy
 FS0423;SPC AZ W     -   547,580.      175,940.      MT  (+/- 180 meters Scaled)
 FS0423
 FS0423                          SUPERSEDED SURVEY CONTROL
 FS0423
 FS0423  NGVD 29 (??/??/92)  622.234  (m)         2041.45   (f) ADJ UNCH    1 1
 FS0423
 FS0423.Superseded values are not recommended for survey control.
 FS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0423.See file dsdata.txt to determine how the superseded data were derived.
 FS0423
 FS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV557806(NAD 83)
 FS0423_MARKER: DB = BENCH MARK DISK
 FS0423_SETTING: 66 = SET IN ROCK OUTCROP
 FS0423_SP_SET: ROCK OUTCROP
 FS0423_STAMPING: Q 189 1935
 FS0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0423+STABILITY: POSITION/ELEVATION WELL
 FS0423
 FS0423  HISTORY     - Date     Condition        Report By
 FS0423  HISTORY     - 1935     MONUMENTED       CGS
 FS0423  HISTORY     - 1950     GOOD             NGS
 FS0423  HISTORY     - 19870220 GOOD             USPSQD
 FS0423
 FS0423                          STATION DESCRIPTION
 FS0423
 FS0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0423'6.8 MI S FROM MOUTH OF HUALPAI WASH.
 FS0423'6.8 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0423'WASH ON THE SOUTH SHORE OF LAKE MEAD, 0.3 MILE NORTH OF THE JUNCTION
 FS0423'OF A TRACK ROAD LEADING EAST, ON THE EAST BANK OF HUALPAI WASH,
 FS0423'IN THE TOP OF A LEDGE OF AN OUTCROP, 75 FEET EAST OF THE CENTER
 FS0423'LINE OF THE ROAD, 8 FEET NORTH OF A CAIRN, AND ABOUT 3 FEET
 FS0423'HIGHER THAN THE ROAD.
 FS0423
 FS0423                          STATION RECOVERY (1987)
 FS0423
 FS0423'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0097 ***********************************************************************
 GQ0097  DESIGNATION -  Q 129
 GQ0097  PID         -  GQ0097
 GQ0097  STATE/COUNTY-  AZ/MOHAVE
 GQ0097  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0097
 GQ0097                         *CURRENT SURVEY CONTROL
 GQ0097  ___________________________________________________________________
 GQ0097* NAD 83(1986)-  36 11 23.     (N)    113 55 17.     (W)     SCALED    
 GQ0097* NAVD 88     -       522.409  (meters)    1713.94   (feet)  POSTED    
 GQ0097  ___________________________________________________________________
 GQ0097  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GQ0097  DYNAMIC HT  -         521.850 (meters)    1712.10  (feet)  COMP
 GQ0097  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 GQ0097
 GQ0097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0097
 GQ0097.The horizontal coordinates were scaled from a topographic map and have
 GQ0097.an estimated accuracy of +/- 6 seconds.
 GQ0097
 GQ0097.The orthometric height was determined by differential leveling
 GQ0097.and adjusted by the  in 1992.
 GQ0097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0097.rate of 0.0 thru 1.0 mm/km.
 GQ0097
 GQ0097.The geoid height was determined by GEOID03.
 GQ0097
 GQ0097.The dynamic height is computed by dividing the NAVD 88
 GQ0097.geopotential number by the normal gravity value computed on the
 GQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0097.degrees latitude (g = 980.6199 gals.).
 GQ0097
 GQ0097.The modeled gravity was interpolated from observed gravity values.
 GQ0097
 GQ0097;                    North         East    Units  Estimated Accuracy
 GQ0097;SPC AZ W     -   575,600.      197,950.      MT  (+/- 180 meters Scaled)
 GQ0097
 GQ0097                          SUPERSEDED SURVEY CONTROL
 GQ0097
 GQ0097  NGVD 29 (??/??/92)  521.694  (m)         1711.59   (f) ADJ UNCH    1 1
 GQ0097
 GQ0097.Superseded values are not recommended for survey control.
 GQ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0097.See file dsdata.txt to determine how the superseded data were derived.
 GQ0097
 GQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF373089(NAD 83)
 GQ0097_MARKER: DB = BENCH MARK DISK
 GQ0097_SETTING: 80 = SET IN A BOULDER
 GQ0097_SP_SET: BOULDER
 GQ0097_STAMPING: Q 129 1935
 GQ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0097+STABILITY: SURFACE MOTION
 GQ0097
 GQ0097  HISTORY     - Date     Condition        Report By
 GQ0097  HISTORY     - 1935     MONUMENTED       CGS
 GQ0097  HISTORY     - 1950     GOOD             NGS
 GQ0097
 GQ0097                          STATION DESCRIPTION
 GQ0097
 GQ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0097'61.0 MI SE FROM RIVERSIDE, NV.
 GQ0097'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0097'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0097'THENCE 21.3 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0097'FERRY ROAD, IN SNAP CANYON, AT THE SOUTH END OF A LOW RIDGE, IN THE
 GQ0097'TOP OF THE NORTHEAST END OF A RED GRANITE BOULDER, ABOUT 30 YARDS
 GQ0097'SOUTHEAST OF THE NORTHWEST BANK OF THE CANYON, ABOUT 20 YARDS
 GQ0097'NORTHWEST OF THE SOUTHWEST BANK OF THE CANYON, 18 FEET NORTHEAST OF
 GQ0097'THE SOUTHWEST ONE OF THREE LARGE RED GRANITE BOULDERS, AND ABOUT 6
 GQ0097'FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0799 ***********************************************************************
 DV0799  DESIGNATION -  Q 13
 DV0799  PID         -  DV0799
 DV0799  STATE/COUNTY-  AZ/MARICOPA
 DV0799  USGS QUAD   -  SPRING MTN (1978)
 DV0799
 DV0799                         *CURRENT SURVEY CONTROL
 DV0799  ___________________________________________________________________
 DV0799* NAD 83(1986)-  33 13 39.     (N)    112 45 59.     (W)     SCALED    
 DV0799* NAVD 88     -       228.151  (meters)     748.53   (feet)  ADJUSTED  
 DV0799  ___________________________________________________________________
 DV0799  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV0799  DYNAMIC HT  -         227.889 (meters)     747.67  (feet)  COMP
 DV0799  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 DV0799
 DV0799  VERT ORDER  -  FIRST     CLASS II
 DV0799
 DV0799.The horizontal coordinates were scaled from a topographic map and have
 DV0799.an estimated accuracy of +/- 6 seconds.
 DV0799
 DV0799.The orthometric height was determined by differential leveling
 DV0799.and adjusted in June 1991.
 DV0799
 DV0799.The geoid height was determined by GEOID03.
 DV0799
 DV0799.The dynamic height is computed by dividing the NAVD 88
 DV0799.geopotential number by the normal gravity value computed on the
 DV0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0799.degrees latitude (g = 980.6199 gals.).
 DV0799
 DV0799.The modeled gravity was interpolated from observed gravity values.
 DV0799
 DV0799;                    North         East    Units  Estimated Accuracy
 DV0799;SPC AZ C     -   247,300.      134,160.      MT  (+/- 180 meters Scaled)
 DV0799
 DV0799                          SUPERSEDED SURVEY CONTROL
 DV0799
 DV0799  NGVD 29 (??/??/92)  227.516  (m)          746.44   (f) ADJ UNCH    1 2
 DV0799
 DV0799.Superseded values are not recommended for survey control.
 DV0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0799.See file dsdata.txt to determine how the superseded data were derived.
 DV0799
 DV0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB354778(NAD 83)
 DV0799_MARKER: DB = BENCH MARK DISK
 DV0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0799_SP_SET: PIER
 DV0799_STAMPING: Q 13 1927 746.478
 DV0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0799+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 DV0799
 DV0799  HISTORY     - Date     Condition        Report By
 DV0799  HISTORY     - 1927     MONUMENTED       CGS
 DV0799  HISTORY     - 1967     GOOD             NGS
 DV0799  HISTORY     - 1981     GOOD             NGS
 DV0799  HISTORY     - 20001226 GOOD             NGS
 DV0799  HISTORY     - 20050902 GOOD             INDIV
 DV0799  HISTORY     - 20070413 GOOD             GEOCAC
 DV0799
 DV0799                          STATION DESCRIPTION
 DV0799
 DV0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0799'8.3 MI SW FROM ARLINGTON.
 DV0799'8.3 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0799'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0799'28, T 2 S, R 5 W, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 DV0799'IN THE TOP OF THE NORTH END OF THE MOST EASTERLY CONCRETE PIER OF THE
 DV0799'9-SPAN CONCRETE HIGHWAY BRIDGE OVER THE GILA RIVER, 1.3 FEET NORTH OF
 DV0799'THE NORTHWEST CORNER OF A STEEL BASE PLATE FOR A GIRDER, AND ABOUT 6
 DV0799'FEET BELOW THE LEVEL OF THE HIGHWAY.
 DV0799
 DV0799                          STATION RECOVERY (1981)
 DV0799
 DV0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0799'RECOVERED IN GOOD CONDITION.
 DV0799
 DV0799                          STATION RECOVERY (2000)
 DV0799
 DV0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV0799'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 DV0799'DISTANCES, ETC. WERE NOT VERIFIED.
 DV0799
 DV0799                          STATION RECOVERY (2005)
 DV0799
 DV0799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 DV0799'IT IS AT MILE POST 22.122. NEW COORDINATES WERE OBTAINED BY A HAND
 DV0799'HELD GPS. N 33 13'39.3 W 112 45'59.1.
 DV0799
 DV0799                          STATION RECOVERY (2007)
 DV0799
 DV0799'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0240 ***********************************************************************
 GR0240  DESIGNATION -  Q 130
 GR0240  PID         -  GR0240
 GR0240  STATE/COUNTY-  AZ/MOHAVE
 GR0240  USGS QUAD   -  ST THOMAS GAP (1984)
 GR0240
 GR0240                         *CURRENT SURVEY CONTROL
 GR0240  ___________________________________________________________________
 GR0240* NAD 83(1986)-  36 22 39.     (N)    114 02 12.     (W)     SCALED    
 GR0240* NAVD 88     -       635.038  (meters)    2083.45   (feet)  POSTED    
 GR0240  ___________________________________________________________________
 GR0240  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR0240  DYNAMIC HT  -         634.390 (meters)    2081.33  (feet)  COMP
 GR0240  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 GR0240
 GR0240  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0240
 GR0240.The horizontal coordinates were scaled from a topographic map and have
 GR0240.an estimated accuracy of +/- 6 seconds.
 GR0240
 GR0240.The orthometric height was determined by differential leveling
 GR0240.and adjusted by the  in 1992.
 GR0240.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0240.rate of 0.0 thru 1.0 mm/km.
 GR0240
 GR0240.The geoid height was determined by GEOID03.
 GR0240
 GR0240.The dynamic height is computed by dividing the NAVD 88
 GR0240.geopotential number by the normal gravity value computed on the
 GR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0240.degrees latitude (g = 980.6199 gals.).
 GR0240
 GR0240.The modeled gravity was interpolated from observed gravity values.
 GR0240
 GR0240;                    North         East    Units  Estimated Accuracy
 GR0240;SPC AZ W     -   596,460.      187,640.      MT  (+/- 180 meters Scaled)
 GR0240
 GR0240                          SUPERSEDED SURVEY CONTROL
 GR0240
 GR0240  NGVD 29 (??/??/92)  634.330  (m)         2081.13   (f) ADJ UNCH    1 1
 GR0240
 GR0240.Superseded values are not recommended for survey control.
 GR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0240.See file dsdata.txt to determine how the superseded data were derived.
 GR0240
 GR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA658298(NAD 83)
 GR0240_MARKER: DB = BENCH MARK DISK
 GR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0240_STAMPING: Q 130 1935
 GR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0240+STABILITY: SURFACE MOTION
 GR0240
 GR0240  HISTORY     - Date     Condition        Report By
 GR0240  HISTORY     - 1935     MONUMENTED       CGS
 GR0240  HISTORY     - 1950     GOOD             NGS
 GR0240
 GR0240                          STATION DESCRIPTION
 GR0240
 GR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0240'34.8 MI S FROM RIVERSIDE, NV.
 GR0240'34.8 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0240'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, 0.7
 GR0240'MILE SOUTHEAST OF A FENCE ACROSS THE ROAD, ABOUT 100 YARDS SOUTHEAST
 GR0240'OF A POINT WHERE THE OLD ROAD CROSSES A SHARP RIDGE, ABOUT 73 YARDS
 GR0240'NORTHEAST OF THE CENTER LINE OF THE NEW ROAD, ABOUT 20 YARDS SOUTH OF
 GR0240'THE SOUTH BANK OF A WIDE WASH, 20 FEET NORTHEAST OF THE CENTER LINE OF
 GR0240'THE OLD ROAD, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 GR0240'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 GR0240'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0395 ***********************************************************************
 ES0395  DESIGNATION -  Q 131
 ES0395  PID         -  ES0395
 ES0395  STATE/COUNTY-  AZ/YAVAPAI
 ES0395  USGS QUAD   -  ARNOLD MESA (1967)
 ES0395
 ES0395                         *CURRENT SURVEY CONTROL
 ES0395  ___________________________________________________________________
 ES0395* NAD 83(1986)-  34 28 14.     (N)    111 58 47.     (W)     SCALED    
 ES0395* NAVD 88     -      1405.88   (+/-2cm)    4612.5    (feet)  VERTCON   
 ES0395  ___________________________________________________________________
 ES0395  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 ES0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0395
 ES0395.The horizontal coordinates were scaled from a topographic map and have
 ES0395.an estimated accuracy of +/- 6 seconds.
 ES0395
 ES0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0395.The vertical order pertains to the NGVD 29 superseded value.
 ES0395
 ES0395.The geoid height was determined by GEOID03.
 ES0395
 ES0395;                    North         East    Units  Estimated Accuracy
 ES0395;SPC AZ C     -   384,850.      207,570.      MT  (+/- 180 meters Scaled)
 ES0395
 ES0395                          SUPERSEDED SURVEY CONTROL
 ES0395
 ES0395  NGVD 29 (??/??/92) 1405.076  (m)         4609.82   (f) ADJ UNCH    2 0
 ES0395
 ES0395.Superseded values are not recommended for survey control.
 ES0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0395.See file dsdata.txt to determine how the superseded data were derived.
 ES0395
 ES0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD100147(NAD 83)
 ES0395_MARKER: DB = BENCH MARK DISK
 ES0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0395_STAMPING: Q 131 1935
 ES0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0395+STABILITY: SURFACE MOTION
 ES0395
 ES0395  HISTORY     - Date     Condition        Report By
 ES0395  HISTORY     - 1935     MONUMENTED       CGS
 ES0395  HISTORY     - 1952     GOOD             NGS
 ES0395  HISTORY     - 20080816 GOOD             GEOCAC
 ES0395
 ES0395                          STATION DESCRIPTION
 ES0395
 ES0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0395'16.8 MI SE FROM CHERRY.
 ES0395'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0395'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTH
 ES0395'ALONG THE FLOWERPOT RANCH ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM
 ES0395'TRACK ROAD, THENCE 1.5 MILES SOUTH ALONG A DIM ABANDONED WAGON ROAD,
 ES0395'IN A LARGE FLAT VALLEY, 0.6 MILE SOUTHWEST OF A LARGE SADDLE AND
 ES0395'DIVIDE, 0.15 MILE NORTHEAST OF THE NORTH END OF A DIRT WATER SUPPLY
 ES0395'TANK, ABOUT 82 YARDS SOUTHEAST OF A LONE 30-INCH JUNIPER TREE, 24 FEET
 ES0395'NORTHWEST OF THE CENTER LINE OF AND ABOUT 1/2 FOOT HIGHER THAN THE
 ES0395'TRAIL, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 ES0395'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ES0395
 ES0395                          STATION RECOVERY (2008)
 ES0395
 ES0395'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0377 ***********************************************************************
 ES0377  DESIGNATION -  Q 132
 ES0377  PID         -  ES0377
 ES0377  STATE/COUNTY-  AZ/YAVAPAI
 ES0377  USGS QUAD   -  TULE MESA (1967)
 ES0377
 ES0377                         *CURRENT SURVEY CONTROL
 ES0377  ___________________________________________________________________
 ES0377* NAD 83(1986)-  34 20 33.     (N)    111 47 39.     (W)     SCALED    
 ES0377* NAVD 88     -      1921.72   (+/-2cm)    6304.8    (feet)  VERTCON   
 ES0377  ___________________________________________________________________
 ES0377  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ES0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0377
 ES0377.The horizontal coordinates were scaled from a topographic map and have
 ES0377.an estimated accuracy of +/- 6 seconds.
 ES0377
 ES0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0377.The vertical order pertains to the NGVD 29 superseded value.
 ES0377
 ES0377.The geoid height was determined by GEOID03.
 ES0377
 ES0377;                    North         East    Units  Estimated Accuracy
 ES0377;SPC AZ C     -   370,650.      224,630.      MT  (+/- 180 meters Scaled)
 ES0377
 ES0377                          SUPERSEDED SURVEY CONTROL
 ES0377
 ES0377  NGVD 29 (??/??/92) 1920.912  (m)         6302.19   (f) ADJ UNCH    2 0
 ES0377
 ES0377.Superseded values are not recommended for survey control.
 ES0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0377.See file dsdata.txt to determine how the superseded data were derived.
 ES0377
 ES0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD269004(NAD 83)
 ES0377_MARKER: DB = BENCH MARK DISK
 ES0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0377_STAMPING: Q 132 1935
 ES0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0377+STABILITY: SURFACE MOTION
 ES0377
 ES0377  HISTORY     - Date     Condition        Report By
 ES0377  HISTORY     - 1935     MONUMENTED       CGS
 ES0377  HISTORY     - 1952     GOOD             NGS
 ES0377
 ES0377                          STATION DESCRIPTION
 ES0377
 ES0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0377'14.1 MI E FROM DUGAS.
 ES0377'14.1 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.6 MILE
 ES0377'SOUTHEAST OF A POINT WHERE A STEEL TRANSMISSION TOWER LINE CROSSES THE
 ES0377'ROAD, AT A POINT WHERE THE TRAIL PASSES THROUGH A WIRE GATE AND LEADS
 ES0377'EAST AND STARTS DOWN THE FACE OF A RIM, ABOUT 100 YARDS EAST OF A
 ES0377'4-FOOT CEDAR TREE, ABOUT 200 FEET EAST OF THE CENTER LINE OF A TRACK
 ES0377'ROAD, 51 FEET SOUTH OF AND ABOUT 4 FEET HIGHER THAN THE CENTER LINE OF
 ES0377'THE TRAIL AND GATE, 32.4 FEET SOUTHWEST OF A FENCE LINE, AND SET IN
 ES0377'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0419 ***********************************************************************
 ES0419  DESIGNATION -  Q 133
 ES0419  PID         -  ES0419
 ES0419  STATE/COUNTY-  AZ/YAVAPAI
 ES0419  USGS QUAD   -  DUGAS (1967)
 ES0419
 ES0419                         *CURRENT SURVEY CONTROL
 ES0419  ___________________________________________________________________
 ES0419* NAD 83(1986)-  34 19 55.     (N)    111 56 39.     (W)     SCALED    
 ES0419* NAVD 88     -      1334.20   (+/-2cm)    4377.3    (feet)  VERTCON   
 ES0419  ___________________________________________________________________
 ES0419  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0419
 ES0419.The horizontal coordinates were scaled from a topographic map and have
 ES0419.an estimated accuracy of +/- 6 seconds.
 ES0419
 ES0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0419.The vertical order pertains to the NGVD 29 superseded value.
 ES0419
 ES0419.The geoid height was determined by GEOID03.
 ES0419
 ES0419;                    North         East    Units  Estimated Accuracy
 ES0419;SPC AZ C     -   369,470.      210,830.      MT  (+/- 180 meters Scaled)
 ES0419
 ES0419                          SUPERSEDED SURVEY CONTROL
 ES0419
 ES0419  NGVD 29 (??/??/92) 1333.472  (m)         4374.90   (f) ADJ UNCH    2 0
 ES0419
 ES0419.Superseded values are not recommended for survey control.
 ES0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0419.See file dsdata.txt to determine how the superseded data were derived.
 ES0419
 ES0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC131993(NAD 83)
 ES0419_MARKER: DB = BENCH MARK DISK
 ES0419_SETTING: 66 = SET IN ROCK OUTCROP
 ES0419_SP_SET: OUTCROP
 ES0419_STAMPING: Q 133 1935
 ES0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0419+STABILITY: POSITION/ELEVATION WELL
 ES0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0419+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0419
 ES0419  HISTORY     - Date     Condition        Report By
 ES0419  HISTORY     - 1935     MONUMENTED       CGS
 ES0419  HISTORY     - 1952     GOOD             NGS
 ES0419  HISTORY     - 20090220 GOOD             GEOCAC
 ES0419
 ES0419                          STATION DESCRIPTION
 ES0419
 ES0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0419'4.1 MI SE FROM DUGAS.
 ES0419'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 2.1
 ES0419'MILES SOUTH ALONG A DIM TRACK ROAD, IN THE SADDLE OF A 2 PROMINENT
 ES0419'HILLS WHICH THE ROAD PASSES BETWEEN, ON THE EAST SLOPE OF THE WEST END
 ES0419'OF THE SADDLE, ABOUT 400 FEET SOUTH OF A TREE UTILIZED AS A GATE POST,
 ES0419'IN TOP OF THE CENTER OF A 2-FOOT BY 2-FOOT OUTCROP PROJECTING 1/2 FOOT
 ES0419'ON THE CREST OF A VERY SMALL ROCK RIDGE, 98.8 FEET WEST OF THE
 ES0419'SOUTHWEST LEG OF A DUAL POLED POWER LINE POLE, 170 FEET WEST OF THE
 ES0419'CENTER LINE OF AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 ES0419
 ES0419                          STATION RECOVERY (2009)
 ES0419
 ES0419'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0419'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0419'THE DESCRIPTION - THE DIM TRACK ROAD IS NOW A GRADED ROAD CALLED THE
 ES0419'GREAT WESTERN TRAIL. HANDHELD COORDINATES
 ES0419'34 19 56.1 (N)   111 56 40.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0053 ***********************************************************************
 FS0053  DESIGNATION -  Q 134
 FS0053  PID         -  FS0053
 FS0053  STATE/COUNTY-  AZ/MOHAVE
 FS0053  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0053
 FS0053                         *CURRENT SURVEY CONTROL
 FS0053  ___________________________________________________________________
 FS0053* NAD 83(1986)-  35 59 09.     (N)    114 42 45.     (W)     SCALED    
 FS0053* NAVD 88     -       489.888  (meters)    1607.24   (feet)  ADJUSTED  
 FS0053  ___________________________________________________________________
 FS0053  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0053  DYNAMIC HT  -         489.404 (meters)    1605.65  (feet)  COMP
 FS0053  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 FS0053
 FS0053  VERT ORDER  -  FIRST     CLASS I
 FS0053
 FS0053.The horizontal coordinates were scaled from a topographic map and have
 FS0053.an estimated accuracy of +/- 6 seconds.
 FS0053
 FS0053.The orthometric height was determined by differential leveling
 FS0053.and adjusted in June 1991.
 FS0053
 FS0053.The geoid height was determined by GEOID03.
 FS0053
 FS0053.The dynamic height is computed by dividing the NAVD 88
 FS0053.geopotential number by the normal gravity value computed on the
 FS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0053.degrees latitude (g = 980.6199 gals.).
 FS0053
 FS0053.The modeled gravity was interpolated from observed gravity values.
 FS0053
 FS0053;                    North         East    Units  Estimated Accuracy
 FS0053;SPC AZ W     -   553,390.      126,570.      MT  (+/- 180 meters Scaled)
 FS0053
 FS0053                          SUPERSEDED SURVEY CONTROL
 FS0053
 FS0053  NGVD 29 (??/??/92)  489.173  (m)         1604.90   (f) ADJ UNCH    1 1
 FS0053
 FS0053.Superseded values are not recommended for survey control.
 FS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0053.See file dsdata.txt to determine how the superseded data were derived.
 FS0053
 FS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV062847(NAD 83)
 FS0053_MARKER: DB = BENCH MARK DISK
 FS0053_SETTING: 66 = SET IN ROCK OUTCROP
 FS0053_SP_SET: ROCK OUTCROP
 FS0053_STAMPING: Q 134 1935
 FS0053_MARK LOGO: CGS   
 FS0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0053+STABILITY: POSITION/ELEVATION WELL
 FS0053
 FS0053  HISTORY     - Date     Condition        Report By
 FS0053  HISTORY     - 1935     MONUMENTED       CGS
 FS0053  HISTORY     - 1950     GOOD             NGS
 FS0053  HISTORY     - 1963     GOOD             NGS
 FS0053  HISTORY     - 1981     GOOD             NGS
 FS0053
 FS0053                          STATION DESCRIPTION
 FS0053
 FS0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0053'3.3 MI SE FROM HOOVER DAM.
 FS0053'3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0053'(ARIZONA) END OF HOOVER DAM, 0.3 MILE EAST OF MILEPOST 3, 136.0
 FS0053'FEET NORTH OF THE CENTER OF THE Y JUNCTION OF AN ABANDONED DIRT
 FS0053'ROAD, ON THE WEST SLOPE OF A HIGH ROCKY PEAK, IN THE TOP OF A
 FS0053'GRANITE OUTCROP, 119.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 FS0053'HIGHWAY, 114.0 FEET NORTHEAST OF THE SOUTHEAST END OF A GUARD
 FS0053'RAIL, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 FS0053'5 FEET HIGHER THAN THE HIGHWAY.
 FS0053
 FS0053                          STATION RECOVERY (1963)
 FS0053
 FS0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0053'RECOVERED IN GOOD CONDITION.
 FS0053
 FS0053                          STATION RECOVERY (1981)
 FS0053
 FS0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0586 ***********************************************************************
 GR0586  DESIGNATION -  Q 135
 GR0586  PID         -  GR0586
 GR0586  STATE/COUNTY-  AZ/MOHAVE
 GR0586  USGS QUAD   -  HOOVER DAM (1997)
 GR0586
 GR0586                         *CURRENT SURVEY CONTROL
 GR0586  ___________________________________________________________________
 GR0586* NAD 83(1986)-  36 00 58.     (N)    114 44 14.     (W)     SCALED    
 GR0586* NAVD 88     -       376.381  (meters)    1234.84   (feet)  ADJUSTED  
 GR0586  ___________________________________________________________________
 GR0586  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0586  DYNAMIC HT  -         376.012 (meters)    1233.63  (feet)  COMP
 GR0586  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 GR0586
 GR0586  VERT ORDER  -  FIRST     CLASS I
 GR0586
 GR0586.The horizontal coordinates were scaled from a topographic map and have
 GR0586.an estimated accuracy of +/- 6 seconds.
 GR0586
 GR0586.The orthometric height was determined by differential leveling
 GR0586.and adjusted in June 1991.
 GR0586
 GR0586.The geoid height was determined by GEOID03.
 GR0586
 GR0586.The dynamic height is computed by dividing the NAVD 88
 GR0586.geopotential number by the normal gravity value computed on the
 GR0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0586.degrees latitude (g = 980.6199 gals.).
 GR0586
 GR0586.The modeled gravity was interpolated from observed gravity values.
 GR0586
 GR0586;                    North         East    Units  Estimated Accuracy
 GR0586;SPC AZ W     -   556,770.      124,370.      MT  (+/- 180 meters Scaled)
 GR0586
 GR0586                          SUPERSEDED SURVEY CONTROL
 GR0586
 GR0586  NGVD 29 (??/??/92)  375.663  (m)         1232.49   (f) ADJ UNCH    1 1
 GR0586
 GR0586.Superseded values are not recommended for survey control.
 GR0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0586.See file dsdata.txt to determine how the superseded data were derived.
 GR0586
 GR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039881(NAD 83)
 GR0586_MARKER: DB = BENCH MARK DISK
 GR0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0586_SP_SET: GUARD RAIL
 GR0586_STAMPING: Q 135 1935
 GR0586_MARK LOGO: CGS   
 GR0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0586+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 GR0586
 GR0586  HISTORY     - Date     Condition        Report By
 GR0586  HISTORY     - 1935     MONUMENTED       CGS
 GR0586  HISTORY     - 1950     GOOD             NGS
 GR0586  HISTORY     - 1963     GOOD             NGS
 GR0586  HISTORY     - 1981     GOOD             NGS
 GR0586  HISTORY     - 1990     GOOD             USPSQD
 GR0586  HISTORY     - 20050520 GOOD             GEOCAC
 GR0586
 GR0586                          STATION DESCRIPTION
 GR0586
 GR0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0586'IN HOOVER DAM.
 GR0586'ON TOP OF HOOVER DAM, 31.4 FEET SOUTHEAST OF THE CENTER, NEAR THE
 GR0586'CENTER OF THE NORTHEAST (UPSTREAM) SIDE OF BLOCK J, IN THE TOP OF THE
 GR0586'SOUTHWEST EDGE OF THE NORTHEAST SIDEWALK, AND 3.4 FEET SOUTHWEST OF
 GR0586'THE NORTHEAST CONCRETE GUARD RAIL.
 GR0586
 GR0586                          STATION RECOVERY (1963)
 GR0586
 GR0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0586'RECOVERED IN GOOD CONDITION.
 GR0586
 GR0586                          STATION RECOVERY (1981)
 GR0586
 GR0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0586'RECOVERED IN GOOD CONDITION.
 GR0586
 GR0586                          STATION RECOVERY (1990)
 GR0586
 GR0586'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0586'RECOVERED IN GOOD CONDITION.
 GR0586
 GR0586                          STATION RECOVERY (2005)
 GR0586
 GR0586'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 GR0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0264 ***********************************************************************
 DT0264  DESIGNATION -  Q 136
 DT0264  PID         -  DT0264
 DT0264  STATE/COUNTY-  AZ/APACHE
 DT0264  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0264
 DT0264                         *CURRENT SURVEY CONTROL
 DT0264  ___________________________________________________________________
 DT0264* NAD 83(1986)-  33 49 12.     (N)    109 26 30.     (W)     SCALED    
 DT0264* NAVD 88     -      2662.762  (meters)    8736.08   (feet)  ADJUSTED  
 DT0264  ___________________________________________________________________
 DT0264  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DT0264  DYNAMIC HT  -        2658.335 (meters)    8721.55  (feet)  COMP
 DT0264  MODELED GRAV-     978,876.7   (mgal)                       NAVD 88
 DT0264
 DT0264  VERT ORDER  -  SECOND    CLASS 0
 DT0264
 DT0264.The horizontal coordinates were scaled from a topographic map and have
 DT0264.an estimated accuracy of +/- 6 seconds.
 DT0264
 DT0264.The orthometric height was determined by differential leveling
 DT0264.and adjusted in June 1991.
 DT0264
 DT0264.The geoid height was determined by GEOID03.
 DT0264
 DT0264.The dynamic height is computed by dividing the NAVD 88
 DT0264.geopotential number by the normal gravity value computed on the
 DT0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0264.degrees latitude (g = 980.6199 gals.).
 DT0264
 DT0264.The modeled gravity was interpolated from observed gravity values.
 DT0264
 DT0264;                    North         East    Units  Estimated Accuracy
 DT0264;SPC AZ E     -   312,930.      280,470.      MT  (+/- 180 meters Scaled)
 DT0264
 DT0264                          SUPERSEDED SURVEY CONTROL
 DT0264
 DT0264  NGVD 29 (??/??/92) 2661.599  (m)         8732.26   (f) ADJ UNCH    2 0
 DT0264
 DT0264.Superseded values are not recommended for survey control.
 DT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0264.See file dsdata.txt to determine how the superseded data were derived.
 DT0264
 DT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC442432(NAD 83)
 DT0264_MARKER: DB = BENCH MARK DISK
 DT0264_SETTING: 66 = SET IN ROCK OUTCROP
 DT0264_SP_SET: ROCK OUTCROP
 DT0264_STAMPING: Q-136 1935
 DT0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0264+STABILITY: POSITION/ELEVATION WELL
 DT0264
 DT0264  HISTORY     - Date     Condition        Report By
 DT0264  HISTORY     - 1935     MONUMENTED       CGS
 DT0264
 DT0264                          STATION DESCRIPTION
 DT0264
 DT0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0264'3.8 MI SW FROM RESERVATION RANCH.
 DT0264'3.8 MI SE ALONG ROAD TO BEAVERHEAD LODGE. WHERE THE ROAD COMES DOWN
 DT0264'SMALL GRADE AND TURNS TO THE WEST, 100 FT NE OF THE CENTERLINE OF THE
 DT0264'ROAD, 10 FT E OF A PINE TREE STUMP ABOUT 15 FEET HIGH, SET IN A ROCK
 DT0264'OUTCROP AT THE BOTTOM OF A ROCK LEDGE ABOUT 7 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0293 ***********************************************************************
 DT0293  DESIGNATION -  Q 137
 DT0293  PID         -  DT0293
 DT0293  STATE/COUNTY-  AZ/APACHE
 DT0293  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0293
 DT0293                         *CURRENT SURVEY CONTROL
 DT0293  ___________________________________________________________________
 DT0293* NAD 83(1986)-  33 54 04.     (N)    109 03 52.     (W)     SCALED    
 DT0293* NAVD 88     -      2513.540  (meters)    8246.51   (feet)  ADJUSTED  
 DT0293  ___________________________________________________________________
 DT0293  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 DT0293  DYNAMIC HT  -        2509.420 (meters)    8232.99  (feet)  COMP
 DT0293  MODELED GRAV-     978,905.9   (mgal)                       NAVD 88
 DT0293
 DT0293  VERT ORDER  -  SECOND    CLASS 0
 DT0293
 DT0293.The horizontal coordinates were scaled from a topographic map and have
 DT0293.an estimated accuracy of +/- 6 seconds.
 DT0293
 DT0293.The orthometric height was determined by differential leveling
 DT0293.and adjusted in June 1991.
 DT0293
 DT0293.The geoid height was determined by GEOID03.
 DT0293
 DT0293.The dynamic height is computed by dividing the NAVD 88
 DT0293.geopotential number by the normal gravity value computed on the
 DT0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0293.degrees latitude (g = 980.6199 gals.).
 DT0293
 DT0293.The modeled gravity was interpolated from observed gravity values.
 DT0293
 DT0293;                    North         East    Units  Estimated Accuracy
 DT0293;SPC AZ E     -   322,230.      315,300.      MT  (+/- 180 meters Scaled)
 DT0293
 DT0293                          SUPERSEDED SURVEY CONTROL
 DT0293
 DT0293  NGVD 29 (??/??/92) 2512.459  (m)         8242.96   (f) ADJ UNCH    2 0
 DT0293
 DT0293.Superseded values are not recommended for survey control.
 DT0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0293.See file dsdata.txt to determine how the superseded data were derived.
 DT0293
 DT0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC789528(NAD 83)
 DT0293_MARKER: DB = BENCH MARK DISK
 DT0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0293_STAMPING: Q 137 1935
 DT0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0293+STABILITY: SURFACE MOTION
 DT0293
 DT0293  HISTORY     - Date     Condition        Report By
 DT0293  HISTORY     - 1935     MONUMENTED       CGS
 DT0293
 DT0293                          STATION DESCRIPTION
 DT0293
 DT0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0293'9.3 MI NE FROM ALPINE.
 DT0293'9.3 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. 300 YDS. E FROM
 DT0293'POINT WHERE ROAD CROSSES CREEK AND STARTS UP MOUNTAIN, ON S SLOPE,
 DT0293'ABOUT 21 FT. NE OF SMALL WASH AND ABOUT 36 FT. SE OF CENTERLINE OF
 DT0293'ROAD AT CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0113 ***********************************************************************
 ES0113  DESIGNATION -  Q 140
 ES0113  PID         -  ES0113
 ES0113  STATE/COUNTY-  AZ/NAVAJO
 ES0113  USGS QUAD   -  CLAY SPRINGS (1990)
 ES0113
 ES0113                         *CURRENT SURVEY CONTROL
 ES0113  ___________________________________________________________________
 ES0113* NAD 83(1986)-  34 22 02.     (N)    110 21 42.     (W)     SCALED    
 ES0113* NAVD 88     -      2004.740  (meters)    6577.22   (feet)  ADJUSTED  
 ES0113  ___________________________________________________________________
 ES0113  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0113  DYNAMIC HT  -        2001.791 (meters)    6567.54  (feet)  COMP
 ES0113  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 ES0113
 ES0113  VERT ORDER  -  SECOND    CLASS 0
 ES0113
 ES0113.The horizontal coordinates were scaled from a topographic map and have
 ES0113.an estimated accuracy of +/- 6 seconds.
 ES0113
 ES0113.The orthometric height was determined by differential leveling
 ES0113.and adjusted in June 1991.
 ES0113
 ES0113.The geoid height was determined by GEOID03.
 ES0113
 ES0113.The dynamic height is computed by dividing the NAVD 88
 ES0113.geopotential number by the normal gravity value computed on the
 ES0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0113.degrees latitude (g = 980.6199 gals.).
 ES0113
 ES0113.The modeled gravity was interpolated from observed gravity values.
 ES0113
 ES0113;                    North         East    Units  Estimated Accuracy
 ES0113;SPC AZ E     -   373,400.      195,430.      MT  (+/- 180 meters Scaled)
 ES0113
 ES0113                          SUPERSEDED SURVEY CONTROL
 ES0113
 ES0113  NGVD 29 (??/??/92) 2003.821  (m)         6574.20   (f) ADJ UNCH    2 0
 ES0113
 ES0113.Superseded values are not recommended for survey control.
 ES0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0113.See file dsdata.txt to determine how the superseded data were derived.
 ES0113
 ES0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD586030(NAD 83)
 ES0113_MARKER: DB = BENCH MARK DISK
 ES0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0113_STAMPING: Q 140 1935
 ES0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0113+STABILITY: SURFACE MOTION
 ES0113
 ES0113  HISTORY     - Date     Condition        Report By
 ES0113  HISTORY     - 1935     MONUMENTED       CGS
 ES0113  HISTORY     - 1961     GOOD             USGS
 ES0113
 ES0113                          STATION DESCRIPTION
 ES0113
 ES0113'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ES0113'6.6 MI SE FROM ARIPINE.
 ES0113'ABOUT 6.6 MI SE ALONG ARIZONA STATEWAY, 160 FROM THE CROSSROADS AT
 ES0113'ARIPINE, NAVAJO CO., AND 0.1 MI NW OF THE INTERSECTION OF THE ROAD
 ES0113'LEADING SW TO THE I.B. WILLIAMS RANCH.  ABOUT MIDWAY UP THE E SLOPE OF
 ES0113'A PROMINENT HILL AND ABOUT 30 FT. SW OF THE CENTERLINE OF THE ROAD. A
 ES0113'STANDARD DISK IN A CONCRETE POST, MARKED WITH A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0051 ***********************************************************************
 FQ0051  DESIGNATION -  Q 141
 FQ0051  PID         -  FQ0051
 FQ0051  STATE/COUNTY-  AZ/NAVAJO
 FQ0051  USGS QUAD   -  WINSLOW (1986)
 FQ0051
 FQ0051                         *CURRENT SURVEY CONTROL
 FQ0051  ___________________________________________________________________
 FQ0051* NAD 83(1986)-  35 00 59.     (N)    110 41 06.     (W)     SCALED    
 FQ0051* NAVD 88     -      1479.420  (meters)    4853.73   (feet)  ADJUSTED  
 FQ0051  ___________________________________________________________________
 FQ0051  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FQ0051  DYNAMIC HT  -        1477.466 (meters)    4847.32  (feet)  COMP
 FQ0051  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 FQ0051
 FQ0051  VERT ORDER  -  SECOND    CLASS 0
 FQ0051
 FQ0051.The horizontal coordinates were scaled from a topographic map and have
 FQ0051.an estimated accuracy of +/- 6 seconds.
 FQ0051
 FQ0051.The orthometric height was determined by differential leveling
 FQ0051.and adjusted in June 1991.
 FQ0051
 FQ0051.The geoid height was determined by GEOID03.
 FQ0051
 FQ0051.The dynamic height is computed by dividing the NAVD 88
 FQ0051.geopotential number by the normal gravity value computed on the
 FQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0051.degrees latitude (g = 980.6199 gals.).
 FQ0051
 FQ0051.The modeled gravity was interpolated from observed gravity values.
 FQ0051
 FQ0051;                    North         East    Units  Estimated Accuracy
 FQ0051;SPC AZ E     -   445,520.      166,060.      MT  (+/- 180 meters Scaled)
 FQ0051
 FQ0051                          SUPERSEDED SURVEY CONTROL
 FQ0051
 FQ0051  NGVD 29 (??/??/92) 1478.679  (m)         4851.30   (f) ADJ UNCH    2 0
 FQ0051
 FQ0051.Superseded values are not recommended for survey control.
 FQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0051.See file dsdata.txt to determine how the superseded data were derived.
 FQ0051
 FQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD287749(NAD 83)
 FQ0051_MARKER: DB = BENCH MARK DISK
 FQ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0051_STAMPING: Q 141 1935
 FQ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0051+STABILITY: SURFACE MOTION
 FQ0051
 FQ0051  HISTORY     - Date     Condition        Report By
 FQ0051  HISTORY     - 1935     MONUMENTED       CGS
 FQ0051  HISTORY     - 1956     GOOD             NGS
 FQ0051  HISTORY     - 1967     MARK NOT FOUND   NGS
 FQ0051  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0051
 FQ0051                          STATION DESCRIPTION
 FQ0051
 FQ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FQ0051'IN WINSLOW.
 FQ0051'AT WINSLOW, NAVAJO COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 FQ0051'RAILWAY, 4-1/2 POLES EAST OF MILEPOST 285, 100 YARDS SOUTHWEST OF THE
 FQ0051'SOUTHEAST CORNER OF THE UNION OIL CO. PLANT, 50 FEET SOUTHWEST OF THE
 FQ0051'CONCRETE BASE OF BLOCK SIGNAL 284.6, 65 FEET SOUTH OF THE MAIN TRACK,
 FQ0051'AND 3 FEET WEST OF A 4- BY 4-INCH WOODEN POST.  A STANDARD DISK,
 FQ0051'STAMPED Q 141 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FQ0051'BLOCK SIGNAL 284.6 HAS BEEN TORN DOWN AND ONLY THE FOUNDATION REMAINS.
 FQ0051'THE FOUNDATION IS DUE SOUTH OF BLOCK SIGNAL 284.2.
 FQ0051
 FQ0051                          STATION RECOVERY (1967)
 FQ0051
 FQ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FQ0051'MARK NOT FOUND.
 FQ0051
 FQ0051                          STATION RECOVERY (2003)
 FQ0051
 FQ0051'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0175 ***********************************************************************
 ES0175  DESIGNATION -  Q 142
 ES0175  PID         -  ES0175
 ES0175  STATE/COUNTY-  AZ/COCONINO
 ES0175  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0175
 ES0175                         *CURRENT SURVEY CONTROL
 ES0175  ___________________________________________________________________
 ES0175* NAD 83(1986)-  34 29 47.     (N)    110 56 51.     (W)     SCALED    
 ES0175* NAVD 88     -      2224.160  (meters)    7297.10   (feet)  ADJUSTED  
 ES0175  ___________________________________________________________________
 ES0175  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0175  DYNAMIC HT  -        2220.836 (meters)    7286.19  (feet)  COMP
 ES0175  MODELED GRAV-     979,060.0   (mgal)                       NAVD 88
 ES0175
 ES0175  VERT ORDER  -  SECOND    CLASS 0
 ES0175
 ES0175.The horizontal coordinates were scaled from a topographic map and have
 ES0175.an estimated accuracy of +/- 6 seconds.
 ES0175
 ES0175.The orthometric height was determined by differential leveling
 ES0175.and adjusted in June 1991.
 ES0175
 ES0175.The geoid height was determined by GEOID03.
 ES0175
 ES0175.The dynamic height is computed by dividing the NAVD 88
 ES0175.geopotential number by the normal gravity value computed on the
 ES0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0175.degrees latitude (g = 980.6199 gals.).
 ES0175
 ES0175.The modeled gravity was interpolated from observed gravity values.
 ES0175
 ES0175;                    North         East    Units  Estimated Accuracy
 ES0175;SPC AZ C     -   388,140.      302,370.      MT  (+/- 180 meters Scaled)
 ES0175
 ES0175                          SUPERSEDED SURVEY CONTROL
 ES0175
 ES0175  NGVD 29 (??/??/92) 2223.126  (m)         7293.71   (f) ADJ UNCH    2 0
 ES0175
 ES0175.Superseded values are not recommended for survey control.
 ES0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0175.See file dsdata.txt to determine how the superseded data were derived.
 ES0175
 ES0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD048171(NAD 83)
 ES0175_MARKER: DB = BENCH MARK DISK
 ES0175_SETTING: 66 = SET IN ROCK OUTCROP
 ES0175_SP_SET: ROCK OUTCROP
 ES0175_STAMPING: Q-142 1935
 ES0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0175+STABILITY: POSITION/ELEVATION WELL
 ES0175
 ES0175  HISTORY     - Date     Condition        Report By
 ES0175  HISTORY     - 1935     MONUMENTED       CGS
 ES0175
 ES0175                          STATION DESCRIPTION
 ES0175
 ES0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0175'5.7 MI S FROM WALLACE RANGER STA RD JCT.
 ES0175'5.7 MI S ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  45.7 MI S W OF
 ES0175'WINSLOW (UNION OIL CO. PLANT) 48 FEET SE OF THE CENTERLINE OF THE
 ES0175'ROAD, SET IN A LARGE ROCK 8 FT X 11 FT AND 8 FT HIGH, IN A ROCK
 ES0175'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1571 ***********************************************************************
 DU1571  DESIGNATION -  Q 145
 DU1571  PID         -  DU1571
 DU1571  STATE/COUNTY-  AZ/GRAHAM
 DU1571  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU1571
 DU1571                         *CURRENT SURVEY CONTROL
 DU1571  ___________________________________________________________________
 DU1571* NAD 83(1986)-  33 16 59.     (N)    110 00 27.     (W)     SCALED    
 DU1571* NAVD 88     -      1562.821  (meters)    5127.36   (feet)  ADJUSTED  
 DU1571  ___________________________________________________________________
 DU1571  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DU1571  DYNAMIC HT  -        1560.518 (meters)    5119.80  (feet)  COMP
 DU1571  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 DU1571
 DU1571  VERT ORDER  -  SECOND    CLASS 0
 DU1571
 DU1571.The horizontal coordinates were scaled from a topographic map and have
 DU1571.an estimated accuracy of +/- 6 seconds.
 DU1571
 DU1571.The orthometric height was determined by differential leveling
 DU1571.and adjusted in June 1991.
 DU1571
 DU1571.The geoid height was determined by GEOID03.
 DU1571
 DU1571.The dynamic height is computed by dividing the NAVD 88
 DU1571.geopotential number by the normal gravity value computed on the
 DU1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1571.degrees latitude (g = 980.6199 gals.).
 DU1571
 DU1571.The modeled gravity was interpolated from observed gravity values.
 DU1571
 DU1571;                    North         East    Units  Estimated Accuracy
 DU1571;SPC AZ E     -   253,150.      228,190.      MT  (+/- 180 meters Scaled)
 DU1571
 DU1571                          SUPERSEDED SURVEY CONTROL
 DU1571
 DU1571  NGVD 29 (??/??/92) 1562.085  (m)         5124.94   (f) ADJ UNCH    2 0
 DU1571
 DU1571.Superseded values are not recommended for survey control.
 DU1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1571.See file dsdata.txt to determine how the superseded data were derived.
 DU1571
 DU1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB924831(NAD 83)
 DU1571_MARKER: DB = BENCH MARK DISK
 DU1571_SETTING: 80 = SET IN A BOULDER
 DU1571_SP_SET: BOULDER
 DU1571_STAMPING: Q 145 1935
 DU1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1571+STABILITY: SURFACE MOTION
 DU1571
 DU1571  HISTORY     - Date     Condition        Report By
 DU1571  HISTORY     - 1935     MONUMENTED       CGS
 DU1571
 DU1571                          STATION DESCRIPTION
 DU1571
 DU1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU1571'14.0 MI W FROM ARSENIC TUBS RANCH HDQ.
 DU1571'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DU1571'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DU1571'THENCE 3.2 MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 8.1 MILES
 DU1571'NORTHWEST ALONG A TRACK ROAD, ABOUT 0.3 MILE SOUTHEAST OF THE
 DU1571'SOUTHEAST EDGE OF HOOKERS GAP RESERVOIR, ON THE INSIDE OF A CURVE
 DU1571'AROUND A ROCKY PATCH, 155 FEET NORTHEAST OF THE CENTER LINE OF THE
 DU1571'ROAD, 4 1/2 FEET SOUTHEAST OF A CAIRN, ABOUT LEVEL WITH THE ROAD, AND
 DU1571'SET IN THE TOP OF A FLAT MALPAIS EMBEDED BOULDER PROJECTING 0.6 FOOT
 DU1571'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0149 ***********************************************************************
 ES0149  DESIGNATION -  Q 146
 ES0149  PID         -  ES0149
 ES0149  STATE/COUNTY-  AZ/NAVAJO
 ES0149  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0149
 ES0149                         *CURRENT SURVEY CONTROL
 ES0149  ___________________________________________________________________
 ES0149* NAD 83(1986)-  34 04 31.     (N)    110 11 37.     (W)     SCALED    
 ES0149* NAVD 88     -      1738.218  (meters)    5702.80   (feet)  ADJUSTED  
 ES0149  ___________________________________________________________________
 ES0149  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0149  DYNAMIC HT  -        1735.688 (meters)    5694.50  (feet)  COMP
 ES0149  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 ES0149
 ES0149  VERT ORDER  -  SECOND    CLASS 0
 ES0149
 ES0149.The horizontal coordinates were scaled from a topographic map and have
 ES0149.an estimated accuracy of +/- 6 seconds.
 ES0149
 ES0149.The orthometric height was determined by differential leveling
 ES0149.and adjusted in June 1991.
 ES0149
 ES0149.The geoid height was determined by GEOID03.
 ES0149
 ES0149.The dynamic height is computed by dividing the NAVD 88
 ES0149.geopotential number by the normal gravity value computed on the
 ES0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0149.degrees latitude (g = 980.6199 gals.).
 ES0149
 ES0149.The modeled gravity was interpolated from observed gravity values.
 ES0149
 ES0149;                    North         East    Units  Estimated Accuracy
 ES0149;SPC AZ E     -   341,000.      210,870.      MT  (+/- 180 meters Scaled)
 ES0149
 ES0149                          SUPERSEDED SURVEY CONTROL
 ES0149
 ES0149  NGVD 29 (??/??/92) 1737.389  (m)         5700.08   (f) ADJ UNCH    2 0
 ES0149
 ES0149.Superseded values are not recommended for survey control.
 ES0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0149.See file dsdata.txt to determine how the superseded data were derived.
 ES0149
 ES0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC744707(NAD 83)
 ES0149_MARKER: DB = BENCH MARK DISK
 ES0149_SETTING: 66 = SET IN ROCK OUTCROP
 ES0149_SP_SET: ROCK OUTCROP
 ES0149_STAMPING: Q 146 1960
 ES0149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0149+STABILITY: POSITION/ELEVATION WELL
 ES0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0149+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 ES0149
 ES0149  HISTORY     - Date     Condition        Report By
 ES0149  HISTORY     - 1960     MONUMENTED       CGS
 ES0149  HISTORY     - 20060712 GOOD             NGS
 ES0149
 ES0149                          STATION DESCRIPTION
 ES0149
 ES0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0149'16.9 MI SW FROM SHOW LOW.
 ES0149'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0149'SHOW LOW, THENCE 16.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0149'HIGHWAY 77, ABOUT MIDWAY AND ON THE OUTSIDE OF A CURVE, SET IN THE TOP
 ES0149'OF A LARGE ROCK OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, AT THE
 ES0149'TOP OF A HILL, 123 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21
 ES0149'FEET WEST OF A FENCE, AND ABOUT 3 FEET BELOW THE HIGHWAY.
 ES0149
 ES0149                          STATION RECOVERY (2006)
 ES0149
 ES0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 ES0149'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0045 ***********************************************************************
 DU0045  DESIGNATION -  Q 147
 DU0045  PID         -  DU0045
 DU0045  STATE/COUNTY-  AZ/GILA
 DU0045  USGS QUAD   -  CARRIZO (1978)
 DU0045
 DU0045                         *CURRENT SURVEY CONTROL
 DU0045  ___________________________________________________________________
 DU0045* NAD 83(1986)-  33 54 09.     (N)    110 21 53.     (W)     SCALED    
 DU0045* NAVD 88     -      1743.806  (meters)    5721.14   (feet)  ADJUSTED  
 DU0045  ___________________________________________________________________
 DU0045  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DU0045  DYNAMIC HT  -        1741.321 (meters)    5712.98  (feet)  COMP
 DU0045  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 DU0045
 DU0045  VERT ORDER  -  SECOND    CLASS 0
 DU0045
 DU0045.The horizontal coordinates were scaled from a topographic map and have
 DU0045.an estimated accuracy of +/- 6 seconds.
 DU0045
 DU0045.The orthometric height was determined by differential leveling
 DU0045.and adjusted in June 1991.
 DU0045
 DU0045.The geoid height was determined by GEOID03.
 DU0045
 DU0045.The dynamic height is computed by dividing the NAVD 88
 DU0045.geopotential number by the normal gravity value computed on the
 DU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0045.degrees latitude (g = 980.6199 gals.).
 DU0045
 DU0045.The modeled gravity was interpolated from observed gravity values.
 DU0045
 DU0045;                    North         East    Units  Estimated Accuracy
 DU0045;SPC AZ E     -   321,860.      195,040.      MT  (+/- 180 meters Scaled)
 DU0045
 DU0045                          SUPERSEDED SURVEY CONTROL
 DU0045
 DU0045  NGVD 29 (??/??/92) 1743.074  (m)         5718.74   (f) ADJ UNCH    2 0
 DU0045
 DU0045.Superseded values are not recommended for survey control.
 DU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0045.See file dsdata.txt to determine how the superseded data were derived.
 DU0045
 DU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC587515(NAD 83)
 DU0045_MARKER: DB = BENCH MARK DISK
 DU0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0045_SP_SET: PUMP BASE
 DU0045_STAMPING: Q 147 1960
 DU0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0045
 DU0045  HISTORY     - Date     Condition        Report By
 DU0045  HISTORY     - 1960     MONUMENTED       CGS
 DU0045  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0045  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0045
 DU0045                          STATION DESCRIPTION
 DU0045
 DU0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0045'19.55 MI NE FROM SENECA.
 DU0045'ABOUT 19.55 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0045'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0045'THE FLYING V HIGHWAY MAINTENANCE CAMP, IN THE CENTER OF THE TOP OF A
 DU0045'3-FOOT BY 3-FOOT ABANDONED CONCRETE GASOLINE PUMP BASE WHICH PROJECTS
 DU0045'18 INCHES, 283 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24.0 FEET
 DU0045'EAST-SOUTHEAST OF THE EAST CORNER OF SHEET METAL BUILDING NUMBER 242,
 DU0045'AND ABOUT 18 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0045
 DU0045                          STATION RECOVERY (1976)
 DU0045
 DU0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0045'MARK NOT FOUND.
 DU0045
 DU0045                          STATION RECOVERY (1979)
 DU0045
 DU0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0045'NOTE=HIGHWAY DEPARTMENT PERSONNEL STATED THAT THE PUMP BASE HAS BEEN
 DU0045'REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0167 ***********************************************************************
 DU0167  DESIGNATION -  Q 149
 DU0167  PID         -  DU0167
 DU0167  STATE/COUNTY-  AZ/GRAHAM
 DU0167  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0167
 DU0167                         *CURRENT SURVEY CONTROL
 DU0167  ___________________________________________________________________
 DU0167* NAD 83(1986)-  33 21 51.     (N)    110 04 25.     (W)     SCALED    
 DU0167* NAVD 88     -      1507.034  (meters)    4944.33   (feet)  ADJUSTED  
 DU0167  ___________________________________________________________________
 DU0167  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DU0167  DYNAMIC HT  -        1504.843 (meters)    4937.14  (feet)  COMP
 DU0167  MODELED GRAV-     979,130.6   (mgal)                       NAVD 88
 DU0167
 DU0167  VERT ORDER  -  SECOND    CLASS 0
 DU0167
 DU0167.The horizontal coordinates were scaled from a topographic map and have
 DU0167.an estimated accuracy of +/- 6 seconds.
 DU0167
 DU0167.The orthometric height was determined by differential leveling
 DU0167.and adjusted in June 1991.
 DU0167
 DU0167.The geoid height was determined by GEOID03.
 DU0167
 DU0167.The dynamic height is computed by dividing the NAVD 88
 DU0167.geopotential number by the normal gravity value computed on the
 DU0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0167.degrees latitude (g = 980.6199 gals.).
 DU0167
 DU0167.The modeled gravity was interpolated from observed gravity values.
 DU0167
 DU0167;                    North         East    Units  Estimated Accuracy
 DU0167;SPC AZ E     -   262,140.      222,020.      MT  (+/- 180 meters Scaled)
 DU0167
 DU0167                          SUPERSEDED SURVEY CONTROL
 DU0167
 DU0167  NGVD 29 (??/??/92) 1506.325  (m)         4942.00   (f) ADJ UNCH    2 0
 DU0167
 DU0167.Superseded values are not recommended for survey control.
 DU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0167.See file dsdata.txt to determine how the superseded data were derived.
 DU0167
 DU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB861920(NAD 83)
 DU0167_MARKER: DB = BENCH MARK DISK
 DU0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0167_STAMPING: Q 149 1935
 DU0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0167+STABILITY: SURFACE MOTION
 DU0167
 DU0167  HISTORY     - Date     Condition        Report By
 DU0167  HISTORY     - 1935     MONUMENTED       CGS
 DU0167  HISTORY     - 1952     GOOD             NGS
 DU0167
 DU0167                          STATION DESCRIPTION
 DU0167
 DU0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0167'2.8 MI W FROM ASH CREEK RANCH.
 DU0167'2.8 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM THE ASH
 DU0167'CREEK RANCH, ABOUT 0.1 MILE SOUTHEAST OF THE ROAD ALONG A PORTION OF
 DU0167'THE OLD ROAD, ABOUT 0.3 MILE EAST OF THE EAST EDGE OF A DEEP RAVINE,
 DU0167'ABOUT 310 FEET WEST OF A DRAINAGE DITCH SOUTH OF THE ROAD, 44 FEET
 DU0167'SOUTH OF THE CENTER LINE OF THE OLD ROAD, ABOUT LEVEL WITH THE OLD
 DU0167'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 DU0167'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0097 ***********************************************************************
 DU0097  DESIGNATION -  Q 15
 DU0097  PID         -  DU0097
 DU0097  STATE/COUNTY-  AZ/GRAHAM
 DU0097  USGS QUAD   -  GERONIMO (1989)
 DU0097
 DU0097                         *CURRENT SURVEY CONTROL
 DU0097  ___________________________________________________________________
 DU0097* NAD 83(1986)-  33 06 26.     (N)    110 05 16.     (W)     SCALED    
 DU0097* NAVD 88     -       813.207  (meters)    2668.00   (feet)  ADJUSTED  
 DU0097  ___________________________________________________________________
 DU0097  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU0097  DYNAMIC HT  -         812.097 (meters)    2664.35  (feet)  COMP
 DU0097  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 DU0097
 DU0097  VERT ORDER  -  FIRST     CLASS II
 DU0097
 DU0097.The horizontal coordinates were scaled from a topographic map and have
 DU0097.an estimated accuracy of +/- 6 seconds.
 DU0097
 DU0097.The orthometric height was determined by differential leveling
 DU0097.and adjusted in June 1991.
 DU0097
 DU0097.The geoid height was determined by GEOID03.
 DU0097
 DU0097.The dynamic height is computed by dividing the NAVD 88
 DU0097.geopotential number by the normal gravity value computed on the
 DU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0097.degrees latitude (g = 980.6199 gals.).
 DU0097
 DU0097.The modeled gravity was interpolated from observed gravity values.
 DU0097
 DU0097;                    North         East    Units  Estimated Accuracy
 DU0097;SPC AZ E     -   233,650.      220,720.      MT  (+/- 180 meters Scaled)
 DU0097
 DU0097                          SUPERSEDED SURVEY CONTROL
 DU0097
 DU0097  NGVD 29 (??/??/92)  812.622  (m)         2666.08   (f) ADJ UNCH    1 2
 DU0097
 DU0097.Superseded values are not recommended for survey control.
 DU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0097.See file dsdata.txt to determine how the superseded data were derived.
 DU0097
 DU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB851635(NAD 83)
 DU0097_MARKER: DB = BENCH MARK DISK
 DU0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0097_STAMPING: 2666.077 Q 15 1933
 DU0097_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0097+STABILITY: SURFACE MOTION
 DU0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0097+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU0097
 DU0097  HISTORY     - Date     Condition        Report By
 DU0097  HISTORY     - 1933     MONUMENTED       CGS
 DU0097  HISTORY     - 1979     GOOD             NGS
 DU0097  HISTORY     - 20081009 GOOD             GEOCAC
 DU0097
 DU0097                          STATION DESCRIPTION
 DU0097
 DU0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0097'1.9 MI SE FROM BYLAS.
 DU0097'ON SOUTHERN PACIFIC RIGHT OF WAY, 235 FEET WEST OF MILEPOST 1168, 42
 DU0097'FEET NORTH OF RAILROAD CENTER-LINE.
 DU0097
 DU0097                          STATION RECOVERY (1979)
 DU0097
 DU0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0097'2.4 KILOMETERS (1.5 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU0097'POST OFFICE IN BYLAS, APPROXIMATELY 125 PACES SOUTHWEST OF THE
 DU0097'CENTERLINE OF THE HIGHWAY, ON THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-
 DU0097'WAY, 70 METERS (230 FEET) NORTHWEST OF RAILROAD MILE POST 1168 AND
 DU0097'11.6 METERS (38 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS.
 DU0097'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU0097'THE MARK IS 1 M BELOW THE TRACKS.
 DU0097
 DU0097                          STATION RECOVERY (2008)
 DU0097
 DU0097'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0097'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0097'06.424' W110  05.324'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0405 ***********************************************************************
 DT0405  DESIGNATION -  Q 153
 DT0405  PID         -  DT0405
 DT0405  STATE/COUNTY-  AZ/GRAHAM
 DT0405  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0405
 DT0405                         *CURRENT SURVEY CONTROL
 DT0405  ___________________________________________________________________
 DT0405* NAD 83(1986)-  33 00 54.     (N)    109 42 19.     (W)     SCALED    
 DT0405* NAVD 88     -      1435.549  (meters)    4709.80   (feet)  ADJUSTED  
 DT0405  ___________________________________________________________________
 DT0405  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DT0405  DYNAMIC HT  -        1433.450 (meters)    4702.91  (feet)  COMP
 DT0405  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 DT0405
 DT0405  VERT ORDER  -  SECOND    CLASS 0
 DT0405
 DT0405.The horizontal coordinates were scaled from a topographic map and have
 DT0405.an estimated accuracy of +/- 6 seconds.
 DT0405
 DT0405.The orthometric height was determined by differential leveling
 DT0405.and adjusted in June 1991.
 DT0405
 DT0405.The geoid height was determined by GEOID03.
 DT0405
 DT0405.The dynamic height is computed by dividing the NAVD 88
 DT0405.geopotential number by the normal gravity value computed on the
 DT0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0405.degrees latitude (g = 980.6199 gals.).
 DT0405
 DT0405.The modeled gravity was interpolated from observed gravity values.
 DT0405
 DT0405;                    North         East    Units  Estimated Accuracy
 DT0405;SPC AZ E     -   223,510.      256,470.      MT  (+/- 180 meters Scaled)
 DT0405
 DT0405                          SUPERSEDED SURVEY CONTROL
 DT0405
 DT0405  NGVD 29 (??/??/92) 1434.858  (m)         4707.53   (f) ADJ UNCH    2 0
 DT0405
 DT0405.Superseded values are not recommended for survey control.
 DT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0405.See file dsdata.txt to determine how the superseded data were derived.
 DT0405
 DT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB209536(NAD 83)
 DT0405_MARKER: DB = BENCH MARK DISK
 DT0405_SETTING: 80 = SET IN A BOULDER
 DT0405_SP_SET: BOULDER
 DT0405_STAMPING: Q 153 1935
 DT0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0405+STABILITY: SURFACE MOTION
 DT0405
 DT0405  HISTORY     - Date     Condition        Report By
 DT0405  HISTORY     - 1935     MONUMENTED       CGS
 DT0405  HISTORY     - 1961     MARK NOT FOUND   USGS
 DT0405
 DT0405                          STATION DESCRIPTION
 DT0405
 DT0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0405'9.8 MI S FROM HAT RANCH PIMA RD FKS.
 DT0405'9.8 MI. S ALONG ROAD TO PIMA.  1.6 MI. S OF CONC. WATER RESERVOIR AND
 DT0405'13 FT. W OF CENTERLINE OF ROAD.
 DT0405
 DT0405                          STATION RECOVERY (1961)
 DT0405
 DT0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DT0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0441 ***********************************************************************
 ES0441  DESIGNATION -  Q 155
 ES0441  PID         -  ES0441
 ES0441  STATE/COUNTY-  AZ/YAVAPAI
 ES0441  USGS QUAD   -  BLOODY BASIN (1967)
 ES0441
 ES0441                         *CURRENT SURVEY CONTROL
 ES0441  ___________________________________________________________________
 ES0441* NAD 83(1986)-  34 10 00.     (N)    111 50 35.     (W)     SCALED    
 ES0441* NAVD 88     -      1002.04   (+/-2cm)    3287.5    (feet)  VERTCON   
 ES0441  ___________________________________________________________________
 ES0441  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 ES0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0441
 ES0441.The horizontal coordinates were scaled from a topographic map and have
 ES0441.an estimated accuracy of +/- 6 seconds.
 ES0441
 ES0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0441.The vertical order pertains to the NGVD 29 superseded value.
 ES0441
 ES0441.The geoid height was determined by GEOID03.
 ES0441
 ES0441;                    North         East    Units  Estimated Accuracy
 ES0441;SPC AZ C     -   351,140.      220,150.      MT  (+/- 180 meters Scaled)
 ES0441
 ES0441                          SUPERSEDED SURVEY CONTROL
 ES0441
 ES0441  NGVD 29 (??/??/92) 1001.368  (m)         3285.32   (f) ADJ UNCH    2 0
 ES0441
 ES0441.Superseded values are not recommended for survey control.
 ES0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0441.See file dsdata.txt to determine how the superseded data were derived.
 ES0441
 ES0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC222809(NAD 83)
 ES0441_MARKER: DB = BENCH MARK DISK
 ES0441_SETTING: 66 = SET IN ROCK OUTCROP
 ES0441_SP_SET: ROCK LEDGE
 ES0441_STAMPING: Q 155 1935
 ES0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0441+STABILITY: POSITION/ELEVATION WELL
 ES0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0441+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2008
 ES0441
 ES0441  HISTORY     - Date     Condition        Report By
 ES0441  HISTORY     - 1935     MONUMENTED       CGS
 ES0441  HISTORY     - 1952     GOOD             NGS
 ES0441  HISTORY     - 20081228 GOOD             GEOCAC
 ES0441
 ES0441                          STATION DESCRIPTION
 ES0441
 ES0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0441'28.5 MI SE FROM CORDES.
 ES0441'28.5 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0441'CORDES, ON THE WEST SLOPE OF A ROCK COVERED KNOLL, ABOUT 65 FEET
 ES0441'SOUTHEAST OF THE CENTER OF A RAVINE, IN A CONGLOMERATED ROCK LEDGE, 71
 ES0441'FEET SOUTHWEST OF THE CENTER LINE OF AND ABOUT 6 FEET LOWER THAN THE
 ES0441'ROAD, 6 FEET SOUTH OF THE NORTH END OF THE LEDGE, 0.9 FOOT WEST OF THE
 ES0441'EAST EDGE OF THE LEDGE.
 ES0441
 ES0441                          STATION RECOVERY (2008)
 ES0441
 ES0441'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0441'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0441'34 10 00.5 (N)   111 50 34.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0225 ***********************************************************************
 DU0225  DESIGNATION -  Q 16
 DU0225  PID         -  DU0225
 DU0225  STATE/COUNTY-  AZ/GILA
 DU0225  USGS QUAD   -  CUTTER (1979)
 DU0225
 DU0225                         *CURRENT SURVEY CONTROL
 DU0225  ___________________________________________________________________
 DU0225* NAD 83(1986)-  33 21 44.     (N)    110 42 08.     (W)     SCALED    
 DU0225* NAVD 88     -      1031.345  (meters)    3383.67   (feet)  ADJUSTED  
 DU0225  ___________________________________________________________________
 DU0225  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0225  DYNAMIC HT  -        1029.949 (meters)    3379.09  (feet)  COMP
 DU0225  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 DU0225
 DU0225  VERT ORDER  -  FIRST     CLASS II
 DU0225
 DU0225.The horizontal coordinates were scaled from a topographic map and have
 DU0225.an estimated accuracy of +/- 6 seconds.
 DU0225
 DU0225.The orthometric height was determined by differential leveling
 DU0225.and adjusted in June 1991.
 DU0225
 DU0225.The geoid height was determined by GEOID03.
 DU0225
 DU0225.The dynamic height is computed by dividing the NAVD 88
 DU0225.geopotential number by the normal gravity value computed on the
 DU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0225.degrees latitude (g = 980.6199 gals.).
 DU0225
 DU0225.The modeled gravity was interpolated from observed gravity values.
 DU0225
 DU0225;                    North         East    Units  Estimated Accuracy
 DU0225;SPC AZ E     -   262,050.      163,520.      MT  (+/- 180 meters Scaled)
 DU0225
 DU0225                          SUPERSEDED SURVEY CONTROL
 DU0225
 DU0225  NGVD 29 (??/??/92) 1030.741  (m)         3381.69   (f) ADJ UNCH    1 2
 DU0225
 DU0225.Superseded values are not recommended for survey control.
 DU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0225.See file dsdata.txt to determine how the superseded data were derived.
 DU0225
 DU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB277914(NAD 83)
 DU0225_MARKER: DB = BENCH MARK DISK
 DU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0225_STAMPING: 3381.689 Q 16 1933
 DU0225_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0225+STABILITY: SURFACE MOTION
 DU0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0225+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0225
 DU0225  HISTORY     - Date     Condition        Report By
 DU0225  HISTORY     - 1933     MONUMENTED       CGS
 DU0225  HISTORY     - 1979     GOOD             NGS
 DU0225  HISTORY     - 20060922 GOOD             GEOCAC
 DU0225  HISTORY     - 20081008 GOOD             GEOCAC
 DU0225
 DU0225                          STATION DESCRIPTION
 DU0225
 DU0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0225'5.6 MI E FROM GLOBE.
 DU0225'ON SOUTHERN PACIFIC RIGHT OF WAY, 2.3 MILES WEST OF CUTTER SIDING, 650
 DU0225'FEET EAST OF MILEPOST 1216, 50 FEET SOUTH OF RAILROAD CENTER-LINE.
 DU0225
 DU0225                          STATION RECOVERY (1979)
 DU0225
 DU0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0225'7.6 KILOMETERS (4.7 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU0225'NEW COUNTY COURTHOUSE IN GLOBE, ON THE SOUTHERN PACIFIC RAILWAY,
 DU0225'APPROXIMATELY 180 PACES SOUTHEAST OF RAILROAD MILE POST 1216, 103
 DU0225'METERS (337 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DU0225'13.7 METERS (45 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS.
 DU0225'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DU0225'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0225
 DU0225                          STATION RECOVERY (2006)
 DU0225
 DU0225'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0225'RECOVERED IN GOOD CONDITION.
 DU0225
 DU0225                          STATION RECOVERY (2008)
 DU0225
 DU0225'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0225'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0225'21.720' W110  42.139'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0396 ***********************************************************************
 DU0396  DESIGNATION -  Q 17
 DU0396  PID         -  DU0396
 DU0396  STATE/COUNTY-  AZ/MARICOPA
 DU0396  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0396
 DU0396                         *CURRENT SURVEY CONTROL
 DU0396  ___________________________________________________________________
 DU0396* NAD 83(1986)-  33 40 16.     (N)    111 09 38.     (W)     SCALED    
 DU0396* NAVD 88     -       674.833  (meters)    2214.01   (feet)  ADJUSTED  
 DU0396  ___________________________________________________________________
 DU0396  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DU0396  DYNAMIC HT  -         673.976 (meters)    2211.20  (feet)  COMP
 DU0396  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 DU0396
 DU0396  VERT ORDER  -  FIRST     CLASS II
 DU0396
 DU0396.The horizontal coordinates were scaled from a topographic map and have
 DU0396.an estimated accuracy of +/- 6 seconds.
 DU0396
 DU0396.The orthometric height was determined by differential leveling
 DU0396.and adjusted in June 1991.
 DU0396
 DU0396.The geoid height was determined by GEOID03.
 DU0396
 DU0396.The dynamic height is computed by dividing the NAVD 88
 DU0396.geopotential number by the normal gravity value computed on the
 DU0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0396.degrees latitude (g = 980.6199 gals.).
 DU0396
 DU0396.The modeled gravity was interpolated from observed gravity values.
 DU0396
 DU0396;                    North         East    Units  Estimated Accuracy
 DU0396;SPC AZ C     -   296,430.      283,480.      MT  (+/- 180 meters Scaled)
 DU0396
 DU0396                          SUPERSEDED SURVEY CONTROL
 DU0396
 DU0396  NGVD 29 (??/??/92)  674.230  (m)         2212.04   (f) ADJ UNCH    1 2
 DU0396
 DU0396.Superseded values are not recommended for survey control.
 DU0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0396.See file dsdata.txt to determine how the superseded data were derived.
 DU0396
 DU0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC851257(NAD 83)
 DU0396_MARKER: DB = BENCH MARK DISK
 DU0396_SETTING: 66 = SET IN ROCK OUTCROP
 DU0396_SP_SET: ROCK OUTCROP
 DU0396_STAMPING: Q 17 1933
 DU0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0396+STABILITY: POSITION/ELEVATION WELL
 DU0396
 DU0396  HISTORY     - Date     Condition        Report By
 DU0396  HISTORY     - 1933     MONUMENTED       CGS
 DU0396  HISTORY     - 1948     GOOD             NGS
 DU0396  HISTORY     - 1963     MARK NOT FOUND   NGS
 DU0396
 DU0396                          STATION DESCRIPTION
 DU0396
 DU0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0396'2.2 MI SW FROM ROOSEVELT.
 DU0396'2.2 MILES SOUTHWEST ALONG HIGHWAY 88 FROM ROOSEVELT 0.3 MILE WEST OF
 DU0396'MILE POST 242, 145 FEET WEST OF Y INTERSECTION OF HIGHWAY AND ROAD
 DU0396'LEADING TO CREST OF DAM, 63 FEET SOUTHEAST OF SOUTH CORNER OF CONCRETE
 DU0396'GRAVEL BOX, 30.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 2.0
 DU0396'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE WEST END OF A LARGE
 DU0396'ROCK OUTCROP ABOUT 1.0 FOOT ABOVE THE GROUND.
 DU0396
 DU0396                          STATION RECOVERY (1963)
 DU0396
 DU0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DU0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0291 ***********************************************************************
 CZ0291  DESIGNATION -  Q 18
 CZ0291  PID         -  CZ0291
 CZ0291  STATE/COUNTY-  AZ/PINAL
 CZ0291  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ0291
 CZ0291                         *CURRENT SURVEY CONTROL
 CZ0291  ___________________________________________________________________
 CZ0291* NAD 83(1986)-  32 49 10.     (N)    110 41 10.     (W)     SCALED    
 CZ0291* NAVD 88     -       690.36   (+/-2cm)    2265.0    (feet)  VERTCON   
 CZ0291  ___________________________________________________________________
 CZ0291  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CZ0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0291
 CZ0291.The horizontal coordinates were scaled from a topographic map and have
 CZ0291.an estimated accuracy of +/- 6 seconds.
 CZ0291
 CZ0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0291.The vertical order pertains to the NGVD 29 superseded value.
 CZ0291
 CZ0291.The geoid height was determined by GEOID03.
 CZ0291
 CZ0291;                    North         East    Units  Estimated Accuracy
 CZ0291;SPC AZ C     -   202,400.      328,590.      MT  (+/- 180 meters Scaled)
 CZ0291
 CZ0291                          SUPERSEDED SURVEY CONTROL
 CZ0291
 CZ0291  NGVD 29 (??/??/92)  689.727  (m)         2262.88   (f) ADJ UNCH    2 0
 CZ0291
 CZ0291.Superseded values are not recommended for survey control.
 CZ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0291.See file dsdata.txt to determine how the superseded data were derived.
 CZ0291
 CZ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB293313(NAD 83)
 CZ0291_MARKER: DB = BENCH MARK DISK
 CZ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0291_STAMPING: 2262.965 Q 18 1933
 CZ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0291+STABILITY: SURFACE MOTION
 CZ0291
 CZ0291  HISTORY     - Date     Condition        Report By
 CZ0291  HISTORY     - 1933     MONUMENTED       CGS
 CZ0291  HISTORY     - 1934     GOOD             NGS
 CZ0291
 CZ0291                          STATION DESCRIPTION
 CZ0291
 CZ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0291'7.7 MI NW FROM MOMMOTH.
 CZ0291'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0291'1.8 MILES SOUTHEAST OF ARAVAIPA SCHOOL, AT THE SUMMIT OF A GRADE
 CZ0291'LEADING DOWN TOWARD SAN PEDRO RIVER, AND 50 FEET WEST OF THE
 CZ0291'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2262.965 Q 18
 CZ0291'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 CZ0291'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0127 ***********************************************************************
 CZ0127  DESIGNATION -  Q 19
 CZ0127  PID         -  CZ0127
 CZ0127  STATE/COUNTY-  AZ/PIMA
 CZ0127  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0127
 CZ0127                         *CURRENT SURVEY CONTROL
 CZ0127  ___________________________________________________________________
 CZ0127* NAD 83(1986)-  32 19 37.     (N)    110 58 32.     (W)     SCALED    
 CZ0127* NAVD 88     -       765.65   (+/-2cm)    2512.0    (feet)  VERTCON   
 CZ0127  ___________________________________________________________________
 CZ0127  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CZ0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0127
 CZ0127.The horizontal coordinates were scaled from a topographic map and have
 CZ0127.an estimated accuracy of +/- 6 seconds.
 CZ0127
 CZ0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0127.The vertical order pertains to the NGVD 29 superseded value.
 CZ0127
 CZ0127.The geoid height was determined by GEOID03.
 CZ0127
 CZ0127;                    North         East    Units  Estimated Accuracy
 CZ0127;SPC AZ C     -   147,510.      301,960.      MT  (+/- 180 meters Scaled)
 CZ0127
 CZ0127                          SUPERSEDED SURVEY CONTROL
 CZ0127
 CZ0127  NGVD 29 (??/??/92)  764.971  (m)         2509.74   (f) ADJ UNCH    2 0
 CZ0127
 CZ0127.Superseded values are not recommended for survey control.
 CZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0127.See file dsdata.txt to determine how the superseded data were derived.
 CZ0127
 CZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA023766(NAD 83)
 CZ0127_MARKER: DB = BENCH MARK DISK
 CZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0127_STAMPING: 2509.988 Q 19 1933
 CZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0127+STABILITY: SURFACE MOTION
 CZ0127
 CZ0127  HISTORY     - Date     Condition        Report By
 CZ0127  HISTORY     - 1933     MONUMENTED       CGS
 CZ0127  HISTORY     - 1962     GOOD             NGS
 CZ0127  HISTORY     - 20041026 GOOD             GEOCAC
 CZ0127
 CZ0127                          STATION DESCRIPTION
 CZ0127
 CZ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0127'7.7 MI N FROM TUCSON.
 CZ0127'7.7 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TUCSON,
 CZ0127'PIMA COUNTY, 2.3 MILES NORTH OF THE STEEL-TRUSS BRIDGE OVER RILLITO
 CZ0127'CREEK, AT THE JUNCTION OF LOS ALTOS ROAD, 30 FEET NORTH OF THE
 CZ0127'CENTERLINE OF THE ROAD, AND 40 FEET WEST OF THE CENTERLINE OF THE
 CZ0127'HIGHWAY.  A STANDARD DISK, STAMPED 2509.988 Q 19 1933 AND SET IN THE
 CZ0127'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CZ0127
 CZ0127                          STATION RECOVERY (2004)
 CZ0127
 CZ0127'RECOVERY NOTE BY GEOCACHING 2004 (DJH)
 CZ0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0763 ***********************************************************************
 ES0763  DESIGNATION -  Q 20 RESET
 ES0763  PID         -  ES0763
 ES0763  STATE/COUNTY-  AZ/GILA
 ES0763  USGS QUAD   -  GISELA (1972)
 ES0763
 ES0763                         *CURRENT SURVEY CONTROL
 ES0763  ___________________________________________________________________
 ES0763* NAD 83(1986)-  34 00 20.     (N)    111 18 47.     (W)     SCALED    
 ES0763* NAVD 88     -       868.340  (meters)    2848.88   (feet)  ADJUSTED  
 ES0763  ___________________________________________________________________
 ES0763  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 ES0763  DYNAMIC HT  -         867.238 (meters)    2845.26  (feet)  COMP
 ES0763  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 ES0763
 ES0763  VERT ORDER  -  FIRST     CLASS II
 ES0763
 ES0763.The horizontal coordinates were scaled from a topographic map and have
 ES0763.an estimated accuracy of +/- 6 seconds.
 ES0763
 ES0763.The orthometric height was determined by differential leveling
 ES0763.and adjusted in June 1991.
 ES0763
 ES0763.The geoid height was determined by GEOID03.
 ES0763
 ES0763.The dynamic height is computed by dividing the NAVD 88
 ES0763.geopotential number by the normal gravity value computed on the
 ES0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0763.degrees latitude (g = 980.6199 gals.).
 ES0763
 ES0763.The modeled gravity was interpolated from observed gravity values.
 ES0763
 ES0763;                    North         East    Units  Estimated Accuracy
 ES0763;SPC AZ E     -   333,860.      107,470.      MT  (+/- 180 meters Scaled)
 ES0763
 ES0763                          SUPERSEDED SURVEY CONTROL
 ES0763
 ES0763.No superseded survey control is available for this station.
 ES0763
 ES0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710628(NAD 83)
 ES0763_MARKER: DB = BENCH MARK DISK
 ES0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0763_STAMPING: Q 20 RESET 1972
 ES0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0763+STABILITY: SURFACE MOTION
 ES0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0763+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0763
 ES0763  HISTORY     - Date     Condition        Report By
 ES0763  HISTORY     - 1972     MONUMENTED       NGS
 ES0763  HISTORY     - 20080307 GOOD             GEOCAC
 ES0763
 ES0763                          STATION DESCRIPTION
 ES0763
 ES0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ES0763'19.8 MI S FROM PAYSON.
 ES0763'19.4 MILES SOUTH ALONG ARIZONA STATE HIGHWAYS 87 AND 188 FROM THE POST
 ES0763'OFFICE IN PAYSON TO THE SERVICE STATION IN JAKES CORNER THENCE 0.4
 ES0763'MILE SOUTH ALONG 188 TO THE MARK ON THE LEFT.  THE MARK IS ON TOP OF A
 ES0763'PROMINENT BENCH WHICH EXTENDS TO THE EAST AND SET ON APPROXIMATE EAST
 ES0763'RIGHT OF WAY FENCE LINE FOR THE NEW HIGHWAY.  A 12 INCH CONCRETE
 ES0763'MONUMENT WHICH PROJECTS 3 INCHES, 1 FOOT WEST OF WITNESS POST AND
 ES0763'SIGN.
 ES0763
 ES0763                          STATION RECOVERY (2008)
 ES0763
 ES0763'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0763'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0763'34 00 19.3 (N)   111 18 47.2 (W)  (NAD 83).
 ES0763' 
 ES0763'UPDATED TO REACH FOLLOWS - FROM THE INTERSECTION OF ARIZONA STATE
 ES0763'HIGHWAY 188 AND FR 184 IN JAKES CORNER GO SOUTH ON 188 FOR 0.5 MILES
 ES0763'TO TR 1553 ON THE LEFT. TURN LEFT AND GO EAST ON TR 1553 THROUGH THE
 ES0763'GATE AND PARK. THE STATION IS ON THE HILL TO THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0431 ***********************************************************************
 DU0431  DESIGNATION -  Q 21
 DU0431  PID         -  DU0431
 DU0431  STATE/COUNTY-  AZ/MARICOPA
 DU0431  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0431
 DU0431                         *CURRENT SURVEY CONTROL
 DU0431  ___________________________________________________________________
 DU0431* NAD 83(1986)-  33 32 08.     (N)    111 22 43.     (W)     SCALED    
 DU0431* NAVD 88     -       565.840  (meters)    1856.43   (feet)  ADJUSTED  
 DU0431  ___________________________________________________________________
 DU0431  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DU0431  DYNAMIC HT  -         565.125 (meters)    1854.08  (feet)  COMP
 DU0431  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 DU0431
 DU0431  VERT ORDER  -  FIRST     CLASS II
 DU0431
 DU0431.The horizontal coordinates were scaled from a topographic map and have
 DU0431.an estimated accuracy of +/- 6 seconds.
 DU0431
 DU0431.The orthometric height was determined by differential leveling
 DU0431.and adjusted in June 1991.
 DU0431
 DU0431.The geoid height was determined by GEOID03.
 DU0431
 DU0431.The dynamic height is computed by dividing the NAVD 88
 DU0431.geopotential number by the normal gravity value computed on the
 DU0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0431.degrees latitude (g = 980.6199 gals.).
 DU0431
 DU0431.The modeled gravity was interpolated from observed gravity values.
 DU0431
 DU0431;                    North         East    Units  Estimated Accuracy
 DU0431;SPC AZ C     -   281,270.      263,330.      MT  (+/- 180 meters Scaled)
 DU0431
 DU0431                          SUPERSEDED SURVEY CONTROL
 DU0431
 DU0431  NGVD 29 (??/??/92)  565.232  (m)         1854.43   (f) ADJ UNCH    1 2
 DU0431
 DU0431.Superseded values are not recommended for survey control.
 DU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0431.See file dsdata.txt to determine how the superseded data were derived.
 DU0431
 DU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC648107(NAD 83)
 DU0431_MARKER: DB = BENCH MARK DISK
 DU0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0431_STAMPING: Q 21 1933
 DU0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0431+STABILITY: SURFACE MOTION
 DU0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0431+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DU0431
 DU0431  HISTORY     - Date     Condition        Report By
 DU0431  HISTORY     - 1933     MONUMENTED       CGS
 DU0431  HISTORY     - 1948     GOOD             NGS
 DU0431  HISTORY     - 1980     GOOD             NGS
 DU0431  HISTORY     - 20070512 GOOD             GEOCAC
 DU0431  HISTORY     - 20081008 GOOD             GEOCAC
 DU0431
 DU0431                          STATION DESCRIPTION
 DU0431
 DU0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0431'1.1 MI NE FROM TORTILLA FLAT.
 DU0431'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0431'TORTILLA FLAT, 0.2 MILE NORTH OF MILE POST 26-34, 200 FEET NORTH OF
 DU0431'CONCRETE APRON OF A STREAM CROSSING, 60 FEET NORTHWEST OF THE CENTER
 DU0431'LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF WHITE WOODEN WITNESS POST, 1.0
 DU0431'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 DU0431'POST PROJECTING 0.8 FOOT ABOVE THE LEVEL OF THE GROUND.
 DU0431
 DU0431                          STATION RECOVERY (1980)
 DU0431
 DU0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0431'RECOVERED IN GOOD CONDITION.
 DU0431
 DU0431                          STATION RECOVERY (2007)
 DU0431
 DU0431'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0431'RECOVERED IN GOOD CONDITION.
 DU0431
 DU0431                          STATION RECOVERY (2008)
 DU0431
 DU0431'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0431'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0431'33 32.132' W 111
 DU0431'22.730'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0795 ***********************************************************************
 DU0795  DESIGNATION -  Q 22
 DU0795  PID         -  DU0795
 DU0795  STATE/COUNTY-  AZ/MARICOPA
 DU0795  USGS QUAD   -  TEMPE (1982)
 DU0795
 DU0795                         *CURRENT SURVEY CONTROL
 DU0795  ___________________________________________________________________
 DU0795* NAD 83(1986)-  33 24 51.     (N)    111 56 37.     (W)     SCALED    
 DU0795* NAVD 88     -       353.85   (+/-2cm)    1160.9    (feet)  VERTCON   
 DU0795  ___________________________________________________________________
 DU0795  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0795
 DU0795.The horizontal coordinates were scaled from a topographic map and have
 DU0795.an estimated accuracy of +/- 6 seconds.
 DU0795
 DU0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0795.The vertical order pertains to the NGVD 29 superseded value.
 DU0795
 DU0795.The geoid height was determined by GEOID03.
 DU0795
 DU0795;                    North         East    Units  Estimated Accuracy
 DU0795;SPC AZ C     -   267,680.      210,850.      MT  (+/- 180 meters Scaled)
 DU0795
 DU0795                          SUPERSEDED SURVEY CONTROL
 DU0795
 DU0795  NGVD 29 (??/??/92)  353.226  (m)         1158.88   (f) ADJ UNCH    2 0
 DU0795
 DU0795.Superseded values are not recommended for survey control.
 DU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0795.See file dsdata.txt to determine how the superseded data were derived.
 DU0795
 DU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122976(NAD 83)
 DU0795_MARKER: DB = BENCH MARK DISK
 DU0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0795+STABILITY: SURFACE MOTION
 DU0795
 DU0795  HISTORY     - Date     Condition        Report By
 DU0795  HISTORY     - UNK      MONUMENTED       CGS
 DU0795  HISTORY     - 1933     GOOD             NGS
 DU0795  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0795  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0795
 DU0795                          STATION DESCRIPTION
 DU0795
 DU0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0795'IN TEMPE.
 DU0795'CONCRETE POST, AT EDGE OF S.P. RIGHT OF WAY, AT TEMPE JUNCTION, 100
 DU0795'FEET NORTH OF SWITCH BLOCK, 50 FEET SOUTHWEST OF RAILROAD CROSSING, 35
 DU0795'FEET WEST OF RAILROAD CENTER-LINE, NORTHEAST CORNER OF FENCE AROUND
 DU0795'RESIDENCE YARD.
 DU0795
 DU0795                          STATION RECOVERY (1992)
 DU0795
 DU0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0795'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU0795
 DU0795                          STATION RECOVERY (2007)
 DU0795
 DU0795'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0795'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0795'MARK. THE DESCRIBED LOCATION IS NOW AN EMPTY GRAVEL LOT. ASSUMED
 DU0795'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0952 ***********************************************************************
 DV0952  DESIGNATION -  Q 24
 DV0952  PID         -  DV0952
 DV0952  STATE/COUNTY-  AZ/MARICOPA
 DV0952  USGS QUAD   -  VULTURE PEAK (1990)
 DV0952
 DV0952                         *CURRENT SURVEY CONTROL
 DV0952  ___________________________________________________________________
 DV0952* NAD 83(1986)-  33 58 37.     (N)    112 45 35.     (W)     SCALED    
 DV0952* NAVD 88     -       651.298  (meters)    2136.80   (feet)  POSTED    
 DV0952  ___________________________________________________________________
 DV0952  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV0952  DYNAMIC HT  -         650.500 (meters)    2134.18  (feet)  COMP
 DV0952  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 DV0952
 DV0952  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0952
 DV0952.The horizontal coordinates were scaled from a topographic map and have
 DV0952.an estimated accuracy of +/- 6 seconds.
 DV0952
 DV0952.The orthometric height was determined by differential leveling
 DV0952.and adjusted in November 2005.
 DV0952.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0952.was located on a no-check spur therefore a value was not computed.
 DV0952.No vertical observational check was made to the station.
 DV0952
 DV0952.The geoid height was determined by GEOID03.
 DV0952
 DV0952.The dynamic height is computed by dividing the NAVD 88
 DV0952.geopotential number by the normal gravity value computed on the
 DV0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0952.degrees latitude (g = 980.6199 gals.).
 DV0952
 DV0952.The modeled gravity was interpolated from observed gravity values.
 DV0952
 DV0952;                    North         East    Units  Estimated Accuracy
 DV0952;SPC AZ C     -   330,420.      135,460.      MT  (+/- 180 meters Scaled)
 DV0952
 DV0952                          SUPERSEDED SURVEY CONTROL
 DV0952
 DV0952  NGVD 29 (??/??/92)  650.722  (m)         2134.91   (f) ADJ UNCH    2 0
 DV0952
 DV0952.Superseded values are not recommended for survey control.
 DV0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0952.See file dsdata.txt to determine how the superseded data were derived.
 DV0952
 DV0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC374609(NAD 83)
 DV0952_MARKER: DB = BENCH MARK DISK
 DV0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0952_SP_SET: TRESTLE
 DV0952_STAMPING: Q 24 1933
 DV0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0952
 DV0952  HISTORY     - Date     Condition        Report By
 DV0952  HISTORY     - 1933     MONUMENTED       CGS
 DV0952  HISTORY     - 1939     GOOD             NGS
 DV0952  HISTORY     - 19860521 MARK NOT FOUND   USGS
 DV0952
 DV0952                          STATION DESCRIPTION
 DV0952
 DV0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0952'1.6 MI NW FROM WICKENBURG.
 DV0952'1.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0952'FROM WICKENBURG, 600 FEET SOUTHEAST OF MILEPOST 138, AT TRESTLE A 139,
 DV0952'IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST WING WALL, AND 18
 DV0952'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 DV0952'STAMPED Q 24 1933.
 DV0952
 DV0952                          STATION RECOVERY (1986)
 DV0952
 DV0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JEP)
 DV0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1087 ***********************************************************************
 DV1087  DESIGNATION -  Q 25
 DV1087  PID         -  DV1087
 DV1087  STATE/COUNTY-  AZ/LA PAZ
 DV1087  USGS QUAD   -  SALOME (1990)
 DV1087
 DV1087                         *CURRENT SURVEY CONTROL
 DV1087  ___________________________________________________________________
 DV1087* NAD 83(1986)-  33 49 42.     (N)    113 31 49.     (W)     SCALED    
 DV1087* NAVD 88     -       570.175  (meters)    1870.65   (feet)  ADJUSTED  
 DV1087  ___________________________________________________________________
 DV1087  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DV1087  DYNAMIC HT  -         569.500 (meters)    1868.43  (feet)  COMP
 DV1087  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 DV1087
 DV1087  VERT ORDER  -  FIRST     CLASS II
 DV1087
 DV1087.The horizontal coordinates were scaled from a topographic map and have
 DV1087.an estimated accuracy of +/- 6 seconds.
 DV1087
 DV1087.The orthometric height was determined by differential leveling
 DV1087.and adjusted in June 1991.
 DV1087
 DV1087.The geoid height was determined by GEOID03.
 DV1087
 DV1087.The dynamic height is computed by dividing the NAVD 88
 DV1087.geopotential number by the normal gravity value computed on the
 DV1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1087.degrees latitude (g = 980.6199 gals.).
 DV1087
 DV1087.The modeled gravity was interpolated from observed gravity values.
 DV1087
 DV1087;                    North         East    Units  Estimated Accuracy
 DV1087;SPC AZ W     -   313,650.      233,700.      MT  (+/- 180 meters Scaled)
 DV1087
 DV1087                          SUPERSEDED SURVEY CONTROL
 DV1087
 DV1087  NGVD 29 (??/??/92)  569.791  (m)         1869.39   (f) ADJ UNCH    1 2
 DV1087
 DV1087.Superseded values are not recommended for survey control.
 DV1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1087.See file dsdata.txt to determine how the superseded data were derived.
 DV1087
 DV1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC658460(NAD 83)
 DV1087_MARKER: DB = BENCH MARK DISK
 DV1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1087_SP_SET: BRIDGE
 DV1087_STAMPING: Q 25 1933
 DV1087_MARK LOGO: CGS   
 DV1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1087
 DV1087  HISTORY     - Date     Condition        Report By
 DV1087  HISTORY     - 1933     MONUMENTED       CGS
 DV1087  HISTORY     - 1934     GOOD             NGS
 DV1087  HISTORY     - 1981     GOOD             NGS
 DV1087
 DV1087                          STATION DESCRIPTION
 DV1087
 DV1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1087'0.6 MI E FROM WENDEN.
 DV1087'0.6 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV1087'WENDEN, YUMA COUNTY, 0.2 MILE WEST OF MILEPOST 44, 20 FEET SOUTH OF
 DV1087'THE CENTERLINE OF THE TRACK, AT THE WEST END OF BRIDGE A 45, AND IN
 DV1087'THE TOP OF THE SOUTHWEST CONCRETE WING WALL.  A STANDARD DISK, STAMPED
 DV1087'Q 25 1933.
 DV1087
 DV1087                          STATION RECOVERY (1981)
 DV1087
 DV1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0661 ***********************************************************************
 FS0661  DESIGNATION -  Q 253
 FS0661  PID         -  FS0661
 FS0661  STATE/COUNTY-  AZ/MOHAVE
 FS0661  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0661
 FS0661                         *CURRENT SURVEY CONTROL
 FS0661  ___________________________________________________________________
 FS0661* NAD 83(1986)-  35 28 33.     (N)    114 36 51.     (W)     SCALED    
 FS0661* NAVD 88     -       297.070  (meters)     974.64   (feet)  POSTED    
 FS0661  ___________________________________________________________________
 FS0661  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FS0661  DYNAMIC HT  -         296.770 (meters)     973.65  (feet)  COMP
 FS0661  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 FS0661
 FS0661  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0661
 FS0661.The horizontal coordinates were scaled from a topographic map and have
 FS0661.an estimated accuracy of +/- 6 seconds.
 FS0661
 FS0661.The orthometric height was determined by differential leveling
 FS0661.and adjusted by the  in 1992.
 FS0661.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0661.rate of 4.1 thru 8.0 mm/km.
 FS0661
 FS0661.The geoid height was determined by GEOID03.
 FS0661
 FS0661.The dynamic height is computed by dividing the NAVD 88
 FS0661.geopotential number by the normal gravity value computed on the
 FS0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0661.degrees latitude (g = 980.6199 gals.).
 FS0661
 FS0661.The modeled gravity was interpolated from observed gravity values.
 FS0661
 FS0661;                    North         East    Units  Estimated Accuracy
 FS0661;SPC AZ W     -   496,720.      134,940.      MT  (+/- 180 meters Scaled)
 FS0661
 FS0661                          SUPERSEDED SURVEY CONTROL
 FS0661
 FS0661  NGVD 29 (??/??/92)  296.362  (m)          972.31   (f) ADJ UNCH    1 2
 FS0661
 FS0661.Superseded values are not recommended for survey control.
 FS0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0661.See file dsdata.txt to determine how the superseded data were derived.
 FS0661
 FS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV164284(NAD 83)
 FS0661_MARKER: DB = BENCH MARK DISK
 FS0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0661_STAMPING: Q 253 1940
 FS0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0661+STABILITY: SURFACE MOTION
 FS0661
 FS0661  HISTORY     - Date     Condition        Report By
 FS0661  HISTORY     - 1940     MONUMENTED       CGS
 FS0661  HISTORY     - 1950     GOOD             NGS
 FS0661
 FS0661                          STATION DESCRIPTION
 FS0661
 FS0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0661'25.2 MI W FROM GRASSHOPPER JUNCTION.
 FS0661'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0661'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.8 MILES WEST
 FS0661'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0661'30 FEET SOUTHWEST OF THE NORTHEAST END OF A PROMINENT GRAVEL RIDGE
 FS0661'ABOUT 250 YARDS LONG, 130 FEET NORTHWEST OF THE CENTER LINE OF
 FS0661'THE ROAD, 0.8 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER
 FS0661'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0661'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0554 ***********************************************************************
 ET0554  DESIGNATION -  Q 255
 ET0554  PID         -  ET0554
 ET0554  STATE/COUNTY-  AZ/YAVAPAI
 ET0554  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0554
 ET0554                         *CURRENT SURVEY CONTROL
 ET0554  ___________________________________________________________________
 ET0554* NAD 83(1986)-  34 52 44.     (N)    112 36 41.     (W)     SCALED    
 ET0554* NAVD 88     -      1363.506  (meters)    4473.44   (feet)  POSTED    
 ET0554  ___________________________________________________________________
 ET0554  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0554  DYNAMIC HT  -        1361.730 (meters)    4467.61  (feet)  COMP
 ET0554  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 ET0554
 ET0554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0554
 ET0554.The horizontal coordinates were scaled from a topographic map and have
 ET0554.an estimated accuracy of +/- 6 seconds.
 ET0554
 ET0554.The orthometric height was determined by differential leveling
 ET0554.and adjusted in November 2005.
 ET0554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0554.rate of 0.0 thru 1.0 mm/km.
 ET0554
 ET0554.The geoid height was determined by GEOID03.
 ET0554
 ET0554.The dynamic height is computed by dividing the NAVD 88
 ET0554.geopotential number by the normal gravity value computed on the
 ET0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0554.degrees latitude (g = 980.6199 gals.).
 ET0554
 ET0554.The modeled gravity was interpolated from observed gravity values.
 ET0554
 ET0554;                    North         East    Units  Estimated Accuracy
 ET0554;SPC AZ C     -   430,360.      149,850.      MT  (+/- 180 meters Scaled)
 ET0554
 ET0554                          SUPERSEDED SURVEY CONTROL
 ET0554
 ET0554  NGVD 29 (??/??/92) 1362.715  (m)         4470.84   (f) ADJ UNCH    2 0
 ET0554
 ET0554.Superseded values are not recommended for survey control.
 ET0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0554.See file dsdata.txt to determine how the superseded data were derived.
 ET0554
 ET0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD527607(NAD 83)
 ET0554_MARKER: DB = BENCH MARK DISK
 ET0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0554_STAMPING: Q 255 1941
 ET0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0554+STABILITY: SURFACE MOTION
 ET0554
 ET0554  HISTORY     - Date     Condition        Report By
 ET0554  HISTORY     - 1941     MONUMENTED       CGS
 ET0554  HISTORY     - 1974     GOOD             USGS
 ET0554
 ET0554                          STATION DESCRIPTION
 ET0554
 ET0554'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0554'8.1 MI NW FROM SIMMONS.
 ET0554'4.1 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0554'VALLEY WASH AT SIMMONS, TO ROAD JUNCTION AND CATTLE GUARD, THENCE 2.0
 ET0554'MI NE ALONG MAIN ROAD TO ROAD JUNCTION, THENCE 1.2 MI N ALONG MAIN
 ET0554'ROAD TO ROAD FORK, THENCE, TAKING RIGHT FORK, 0.8 MI E ALONG ROAD TO
 ET0554'GATE (BM IS 0.1 MI E OF GATE).  410 FT E OF T-RD-S AND 10 FT S OF
 ET0554'CENTER LINE OF ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD USC
 ET0554'AND GS DISK STAMPED Q 255 1941 AND SET IN THE TOP OF A CONCRETE POST
 ET0554'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0567 ***********************************************************************
 ET0567  DESIGNATION -  Q 256
 ET0567  PID         -  ET0567
 ET0567  STATE/COUNTY-  AZ/YAVAPAI
 ET0567  USGS QUAD   -  INDIAN PEAK (1986)
 ET0567
 ET0567                         *CURRENT SURVEY CONTROL
 ET0567  ___________________________________________________________________
 ET0567* NAD 83(1986)-  34 55 24.     (N)    112 46 09.     (W)     SCALED    
 ET0567* NAVD 88     -      1539.14   (+/-2cm)    5049.7    (feet)  VERTCON   
 ET0567  ___________________________________________________________________
 ET0567  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0567
 ET0567.The horizontal coordinates were scaled from a topographic map and have
 ET0567.an estimated accuracy of +/- 6 seconds.
 ET0567
 ET0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0567.The vertical order pertains to the NGVD 29 superseded value.
 ET0567
 ET0567.The geoid height was determined by GEOID03.
 ET0567
 ET0567;                    North         East    Units  Estimated Accuracy
 ET0567;SPC AZ C     -   435,400.      135,470.      MT  (+/- 180 meters Scaled)
 ET0567
 ET0567                          SUPERSEDED SURVEY CONTROL
 ET0567
 ET0567  NGVD 29 (??/??/92) 1538.235  (m)         5046.69   (f) ADJ UNCH    2 0
 ET0567
 ET0567.Superseded values are not recommended for survey control.
 ET0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0567.See file dsdata.txt to determine how the superseded data were derived.
 ET0567
 ET0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD384659(NAD 83)
 ET0567_MARKER: DB = BENCH MARK DISK
 ET0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0567_SP_SET: CATTLE GUARD
 ET0567_STAMPING: Q 256 1941
 ET0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0567
 ET0567  HISTORY     - Date     Condition        Report By
 ET0567  HISTORY     - 1941     MONUMENTED       CGS
 ET0567  HISTORY     - 20080823 POOR             GEOCAC
 ET0567
 ET0567                          STATION DESCRIPTION
 ET0567
 ET0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0567'5.8 MI E FROM WALNUT CREEK RANGER STA.
 ET0567'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 ET0567'4.0 MILES EAST ALONG THE ROAD TO SIMMONS, IN THE SOUTH CONCRETE HEAD
 ET0567'WALL OF A CATTLE GUARD, 2.8 FEET EAST OF THE WEST END, 90 FEET SOUTH
 ET0567'OF THE SOUTH BANK OF A WASH, ABOUT 85 FEET SOUTH OF A FENCE CORNER 11
 ET0567'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTHWEST OF A
 ET0567'LARGE CEDAR FENCE POST, 1 FOOT HIGHER THAN THE ROAD.
 ET0567
 ET0567                          STATION RECOVERY (2008)
 ET0567
 ET0567'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0567'TOP OF CONCRETE POST HAS BEEN DESTROYED AND DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0477 ***********************************************************************
 ET0477  DESIGNATION -  Q 257
 ET0477  PID         -  ET0477
 ET0477  STATE/COUNTY-  AZ/YAVAPAI
 ET0477  USGS QUAD   -  INDIAN PEAK (1986)
 ET0477
 ET0477                         *CURRENT SURVEY CONTROL
 ET0477  ___________________________________________________________________
 ET0477* NAD 83(1986)-  34 56 38.     (N)    112 48 59.     (W)     SCALED    
 ET0477* NAVD 88     -      1575.15   (+/-2cm)    5167.8    (feet)  VERTCON   
 ET0477  ___________________________________________________________________
 ET0477  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ET0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0477
 ET0477.The horizontal coordinates were scaled from a topographic map and have
 ET0477.an estimated accuracy of +/- 6 seconds.
 ET0477
 ET0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0477.The vertical order pertains to the NGVD 29 superseded value.
 ET0477
 ET0477.The geoid height was determined by GEOID03.
 ET0477
 ET0477;                    North         East    Units  Estimated Accuracy
 ET0477;SPC AZ C     -   437,720.      131,180.      MT  (+/- 180 meters Scaled)
 ET0477
 ET0477                          SUPERSEDED SURVEY CONTROL
 ET0477
 ET0477  NGVD 29 (??/??/92) 1574.216  (m)         5164.74   (f) ADJ UNCH    2 0
 ET0477
 ET0477.Superseded values are not recommended for survey control.
 ET0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0477.See file dsdata.txt to determine how the superseded data were derived.
 ET0477
 ET0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD341683(NAD 83)
 ET0477_MARKER: DB = BENCH MARK DISK
 ET0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0477_STAMPING: Q 257 1941
 ET0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0477+STABILITY: SURFACE MOTION
 ET0477
 ET0477  HISTORY     - Date     Condition        Report By
 ET0477  HISTORY     - 1941     MONUMENTED       CGS
 ET0477
 ET0477                          STATION DESCRIPTION
 ET0477
 ET0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0477'2.7 MI NE FROM WALNUT CREEK RANGER STATION.
 ET0477'TO REACH FROM THE WALNUT CREEK RANGER STATION.  GO 1.8 MILES EAST
 ET0477'ALONG COUNTY ROAD TO THE JUNCTION OF ROADS TO SELIGMAN AND SIMMONS.
 ET0477'THENCE, GO 0.9 MILE NORTHERLY ALONG THE ROAD TO SELIGMAN TO THE SITE
 ET0477'OF BENCH MARK. BENCH MARK IS ABOUT 1.1 MILES NORTH OF A STEEL GIRDER
 ET0477'BRIDGE OVER WALNUT CREEK, 0.9 MILE NORTH OF INTERSECTION OF ROAD TO
 ET0477'SIMMONS AND ABOUT 0.1 MILE NORTH OF PLACE WHERE ROAD CROSSES A WASH.
 ET0477'IT IS WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 ET0477'ROAD, 9.0 FEET NORTH OF A CEDAR TREE AND 3.0 FEET SOUTH OF A 4X4-INCH
 ET0477'WOODEN MARKER POST PROJECTING 1.9 FEET. THE MONUMENT PROJECTS 0.6
 ET0477'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0210 ***********************************************************************
 DV0210  DESIGNATION -  Q 258
 DV0210  PID         -  DV0210
 DV0210  STATE/COUNTY-  AZ/MARICOPA
 DV0210  USGS QUAD   -  GLENDALE (1982)
 DV0210
 DV0210                         *CURRENT SURVEY CONTROL
 DV0210  ___________________________________________________________________
 DV0210* NAD 83(1986)-  33 33 38.     (N)    112 11 10.     (W)     SCALED    
 DV0210* NAVD 88     -       356.14   (+/-2cm)    1168.4    (feet)  VERTCON   
 DV0210  ___________________________________________________________________
 DV0210  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0210
 DV0210.The horizontal coordinates were scaled from a topographic map and have
 DV0210.an estimated accuracy of +/- 6 seconds.
 DV0210
 DV0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0210.The vertical order pertains to the NGVD 29 superseded value.
 DV0210
 DV0210.The geoid height was determined by GEOID03.
 DV0210
 DV0210;                    North         East    Units  Estimated Accuracy
 DV0210;SPC AZ C     -   283,950.      188,340.      MT  (+/- 180 meters Scaled)
 DV0210
 DV0210                          SUPERSEDED SURVEY CONTROL
 DV0210
 DV0210  NGVD 29 (??/??/92)  355.588  (m)         1166.62   (f) ADJ UNCH    2 0
 DV0210
 DV0210.Superseded values are not recommended for survey control.
 DV0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0210.See file dsdata.txt to determine how the superseded data were derived.
 DV0210
 DV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899140(NAD 83)
 DV0210_MARKER: DB = BENCH MARK DISK
 DV0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0210_STAMPING: Q 258 1945
 DV0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0210+STABILITY: SURFACE MOTION
 DV0210
 DV0210  HISTORY     - Date     Condition        Report By
 DV0210  HISTORY     - 1945     MONUMENTED       CGS
 DV0210  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 DV0210  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV0210
 DV0210                          STATION DESCRIPTION
 DV0210
 DV0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0210'1.6 MI N FROM GLENDALE.
 DV0210'1.6 MILES NORTH ALONG LATERAL 18 FROM THE ATCHISON, TOPEKA AND SANTA
 DV0210'FE RAILWAY STATION AT GLENDALE, MARICOPA COUNTY, AT THE JUNCTION OF A
 DV0210'PRIVATE ROAD LEADING EAST, 35 FEET EAST OF THE CENTER LINE OF LATERAL
 DV0210'18, 20 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 7.6 FEET
 DV0210'EAST OF A CORNER, 1.7 FEET NORTH OF THE FENCE, AND 1.5 FEET WEST OF A
 DV0210'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 258 1945 AND
 DV0210'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0210'NOTE-- STATION MARK IS 33.5 FT. EAST OF NORTH-SOUTH PAVED ROAD 25.0 FT
 DV0210'SOUTH EAST OF TELEPHONE POLE 11.0 FT NORTH OF DIRT DRIVE.
 DV0210
 DV0210                          STATION RECOVERY (2003)
 DV0210
 DV0210'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DV0210'MARK NOT FOUND. NEW SIDE WALK AREA GRADED. NO POST.
 DV0210
 DV0210                          STATION RECOVERY (2008)
 DV0210
 DV0210'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0210'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0210'MARK. THE DESCRIBED AREA IS NOW A LANDSCAPED AREA BORDERING A HOUSING
 DV0210'DEVELOPMENT.
 DV0210' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0349 ***********************************************************************
 ET0349  DESIGNATION -  Q 26
 ET0349  PID         -  ET0349
 ET0349  STATE/COUNTY-  AZ/YAVAPAI
 ET0349  USGS QUAD   -  KIRKLAND (1969)
 ET0349
 ET0349                         *CURRENT SURVEY CONTROL
 ET0349  ___________________________________________________________________
 ET0349* NAD 83(1986)-  34 24 45.     (N)    112 43 14.     (W)     SCALED    
 ET0349* NAVD 88     -      1189.143  (meters)    3901.38   (feet)  POSTED    
 ET0349  ___________________________________________________________________
 ET0349  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 ET0349  DYNAMIC HT  -        1187.600 (meters)    3896.32  (feet)  COMP
 ET0349  MODELED GRAV-     979,293.9   (mgal)                       NAVD 88
 ET0349
 ET0349  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0349
 ET0349.The horizontal coordinates were scaled from a topographic map and have
 ET0349.an estimated accuracy of +/- 6 seconds.
 ET0349
 ET0349.The orthometric height was determined by differential leveling
 ET0349.and adjusted in November 2005.
 ET0349.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0349.rate of 1.1 thru 2.0 mm/km.
 ET0349
 ET0349.The geoid height was determined by GEOID03.
 ET0349
 ET0349.The dynamic height is computed by dividing the NAVD 88
 ET0349.geopotential number by the normal gravity value computed on the
 ET0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0349.degrees latitude (g = 980.6199 gals.).
 ET0349
 ET0349.The modeled gravity was interpolated from observed gravity values.
 ET0349
 ET0349;                    North         East    Units  Estimated Accuracy
 ET0349;SPC AZ C     -   378,700.      139,460.      MT  (+/- 180 meters Scaled)
 ET0349
 ET0349                          SUPERSEDED SURVEY CONTROL
 ET0349
 ET0349  NGVD 29 (??/??/92) 1188.369  (m)         3898.84   (f) ADJ UNCH    1 2
 ET0349
 ET0349.Superseded values are not recommended for survey control.
 ET0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0349.See file dsdata.txt to determine how the superseded data were derived.
 ET0349
 ET0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD418092(NAD 83)
 ET0349_MARKER: DB = BENCH MARK DISK
 ET0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0349_STAMPING: Q 26 1933
 ET0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0349+STABILITY: SURFACE MOTION
 ET0349
 ET0349  HISTORY     - Date     Condition        Report By
 ET0349  HISTORY     - 1933     MONUMENTED       CGS
 ET0349  HISTORY     - 1950     GOOD             NGS
 ET0349
 ET0349                          STATION DESCRIPTION
 ET0349
 ET0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0349'0.9 MI W FROM KIRKLAND.
 ET0349'0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 ET0349'STATION AT KIRKLAND, 3 1/2 POLES SOUTHWEST OF MILE POLE 87 1/2, 255
 ET0349'FEET NORTH OF THE NORTH CORNER OF TRESTLE B 88, 108 FEET NORTHWEST OF
 ET0349'AND ACROSS THE TRACK FROM A HAND SWITCH, 95.8 FEET NORTHWEST OF THE
 ET0349'NORTHWEST RAIL, 2.7 FEET SOUTHWEST OF A WITNESS POST, 2.2 FEET
 ET0349'SOUTHEAST OF A FENCE, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN
 ET0349'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0504 ***********************************************************************
 FR0504  HT_MOD      -  This is a Height Modernization Survey Station.
 FR0504  DESIGNATION -  Q 262
 FR0504  PID         -  FR0504
 FR0504  STATE/COUNTY-  AZ/MOHAVE
 FR0504  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0504
 FR0504                         *CURRENT SURVEY CONTROL
 FR0504  ___________________________________________________________________
 FR0504* NAD 83(2007)-  35 15 13.04294(N)    113 57 26.35461(W)     ADJUSTED  
 FR0504* NAVD 88     -      1030.07   (meters)    3379.5    (feet)  GPS OBS   
 FR0504  ___________________________________________________________________
 FR0504  EPOCH DATE  -        2007.00
 FR0504  X           -  -2,117,604.544 (meters)                     COMP
 FR0504  Y           -  -4,765,768.483 (meters)                     COMP
 FR0504  Z           -   3,661,458.464 (meters)                     COMP
 FR0504  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 FR0504  ELLIP HEIGHT-        1001.940 (meters)          (02/10/07) ADJUSTED
 FR0504  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FR0504
 FR0504  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0504  Type    PID    Designation                      North   East  Ellip
 FR0504  -------------------------------------------------------------------
 FR0504  NETWORK FR0504 Q 262                             0.37   0.33   0.61
 FR0504  -------------------------------------------------------------------
 FR0504
 FR0504.This mark is at Kingman Airport (IGM)
 FR0504
 FR0504.The horizontal coordinates were established by GPS observations
 FR0504.and adjusted by the National Geodetic Survey in February 2007.
 FR0504
 FR0504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0504.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0504.The horizontal coordinates are valid at the epoch date displayed above.
 FR0504.The epoch date for horizontal control is a decimal equivalence
 FR0504.of Year/Month/Day.
 FR0504
 FR0504.The orthometric height was determined by GPS observations and a
 FR0504.high-resolution geoid model.
 FR0504.The orthometric height was determined by GPS observations and a
 FR0504.high-resolution geoid model using precise GPS observation and
 FR0504.processing techniques. It supersedes the leveled height previously
 FR0504.determined for this station.
 FR0504
 FR0504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0504
 FR0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0504
 FR0504.The ellipsoidal height was determined by GPS observations
 FR0504.and is referenced to NAD 83.
 FR0504
 FR0504.The geoid height was determined by GEOID03.
 FR0504
 FR0504;                    North         East     Units Scale Factor Converg.
 FR0504;SPC AZ W     -   471,744.504   194,493.897   MT  0.99993772   -0 07 10.8
 FR0504;SPC AZ W     - 1,547,718.19    638,103.34   iFT  0.99993772   -0 07 10.8
 FR0504;UTM  12      - 3,905,179.578   230,934.717   MT  1.00049230   -1 42 28.7
 FR0504;UTM  11      - 3,905,414.577   776,833.862   MT  1.00054458   +1 45 26.4
 FR0504
 FR0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0504!SPC AZ W     -   0.99984276  x   0.99993772  =   0.99978049
 FR0504!UTM  12      -   0.99984276  x   1.00049230  =   1.00033498
 FR0504!UTM  11      -   0.99984276  x   1.00054458  =   1.00038725
 FR0504
 FR0504                          SUPERSEDED SURVEY CONTROL
 FR0504
 FR0504  ELLIP H (01/12/01) 1001.974  (m)                       GP(       ) 4 1
 FR0504  NAD 83(1992)-  35 15 13.04233(N)    113 57 26.35345(W) AD(       ) 1
 FR0504  ELLIP H (03/14/97) 1001.898  (m)                       GP(       ) 3 1
 FR0504  NAVD 88 (06/15/91) 1030.108  (m)         3379.61   (f) ADJUSTED    1 2
 FR0504  NGVD 29 (??/??/92) 1029.303  (m)         3376.97   (f) ADJ UNCH    1 2
 FR0504
 FR0504.Superseded values are not recommended for survey control.
 FR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0504.See file dsdata.txt to determine how the superseded data were derived.
 FR0504
 FR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3093505180(NAD 83)
 FR0504_MARKER: R = RIVET
 FR0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0504_STAMPING: Q 262 1945
 FR0504_MARK LOGO: CGS   
 FR0504_PROJECTION: FLUSH
 FR0504_MAGNETIC: N = NO MAGNETIC MATERIAL
 FR0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0504+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 FR0504
 FR0504  HISTORY     - Date     Condition        Report By
 FR0504  HISTORY     - 1945     MONUMENTED       CGS
 FR0504  HISTORY     - 1945     GOOD             NGS
 FR0504  HISTORY     - 1972     GOOD             NGS
 FR0504  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0504  HISTORY     - 19960514 GOOD             CHANCE
 FR0504  HISTORY     - 20080619 GOOD             GEOANA
 FR0504
 FR0504                          STATION DESCRIPTION
 FR0504
 FR0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FR0504'IN KINGMAN ARIPORT.
 FR0504'AT KINGMAN AIRPORT, MOHAVE COUNTY, AT THE WEST END OF THE
 FR0504'EAST-AND-WEST TAXIWAY, IN THE CENTER OF THE COMPASS TABLE, AT THE
 FR0504'CENTER OF A 4-INCH DIAMETER BRASS PLATE STAMPED Q 262 1945 AND IN A
 FR0504'CEMENT-FILLED BRASS PIPE.  A MONEL-METAL RIVET.
 FR0504
 FR0504                          STATION RECOVERY (1972)
 FR0504
 FR0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FR0504'RECOVERED IN GOOD CONDITION.
 FR0504
 FR0504                          STATION RECOVERY (1982)
 FR0504
 FR0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0504'NOT RECOVERED.
 FR0504
 FR0504                          STATION RECOVERY (1996)
 FR0504
 FR0504'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MY)
 FR0504'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 FR0504'THE STATION IS LOCATED APPROXIMATELY 7.5 KM (4.65 MI) NORTHEAST OF THE
 FR0504'CENTER OF THE CITY OF KINGMAN AT THE KINGMAN AIRPORT.  OWNERSHIP --
 FR0504'CITY OF KINGMAN, ROBERT NAJAKA - AIRPORT OPERATIONS MANAGER, PHONE
 FR0504'(520) 774-1422 TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40
 FR0504'(US HIGHWAY 93) AND STATE HIGHWAY 66 (EXIT 53 ON INTERSTATE 40) ,
 FR0504'PROCEED NORTHEAST ON STATE HIGHWAY 66 FOR 7.35 KM (4.55 MI) TO THE
 FR0504'JUNCTION WITH MOHAVE AIRPORT DRIVE.  TURN RIGHT AND GO SOUTHEAST ON
 FR0504'MOHAVE AIRPORT DRIVE FOR 1.75 KM (1.10 MI) TO THE AIRPORT TERMINAL
 FR0504'BUILDING.  TURN LEFT AND GO 0.15 KM (0.10 MI) TO THE AIRPORT
 FR0504'ADMINISTRATION BUILDING AND ACCESS GATE.  PROCEED THROUGH THE GATE AND
 FR0504'GO SOUTHEAST FOR 0.24 KM (0.15 MI) ACROSS APRON TO THE INTERSECTION OF
 FR0504'THE TAXIWAY RUNNING PARALLEL WITH RUNWAY 3-21 AND TAXIWAY A.  TURN
 FR0504'RIGHT AND GO SOUTHWEST ON TAXIWAY RUNNING PARALLEL WITH RUNWAY 3-21
 FR0504'FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF TAXIWAY RUNNING PARALLEL TO
 FR0504'ABANDONED RUNWAY 7-25 AND TAXIWAY FOR APPROACH END OF RUNWAY 3-21.
 FR0504'TURN RIGHT AND GO WEST ON TAXIWAY RUNNING PARALLEL TO ABANDONED RUNWAY
 FR0504'7-25 FOR 0.72 KM (0.45 MI) TO THE JUNCTION WITH RAMP LEADING TO
 FR0504'COMPASS TABLE ON THE RIGHT AND TAXIWAY FOR APPROACH END OF RUNWAY 7-25
 FR0504'ON THE LEFT.  BEAR RIGHT AND PROCEED NORTHWEST ON RAMP LEADING TO
 FR0504'COMPASS TABLE FOR 0.08 KM (0.05 MI) TO THE STATION IN THE CENTER OF
 FR0504'COMPASS TABLE THE STATION IS MONEL-METAL RIVET AT THE CENTER OF A
 FR0504'4-INCH DIAMETER BRASS PLATE IN A CEMENT-FILLED BRASS PIPE LOCATED IN
 FR0504'THE CENTER OF THE COMPASS TABLE AND FLUSH WITH GROUND.  THE STATION IS
 FR0504'LOCATED 39.4 M (129.3 FT) SOUTH OF NORTH FENCE POST, 34.6 M (113.5 FT)
 FR0504'SOUTHEAST OF WEST GATE POST, AND 32.2 M (105.6 FT) NORTH-NORTHWEST OF
 FR0504'PIPE IN CONCRETE
 FR0504
 FR0504                          STATION RECOVERY (2008)
 FR0504
 FR0504'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FR0504'RECOVERED AS DESCRIBED.
 FR0504' 
 FR0504'NOTE--GROUND 100 YDS (90 M) TO 500 YDS (450 M) TO NORTHEAST OF STATION
 FR0504'IS UNDER INVESTIGATION BY THE AIRPORT BECAUSE OF UPHEAVALS OF CONCRETE
 FR0504'1 FT (0.3 M) TO 2 FT (0.6 M) HIGH IN PAVED AREAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0742 ***********************************************************************
 DV0742  DESIGNATION -  Q 263
 DV0742  PID         -  DV0742
 DV0742  STATE/COUNTY-  AZ/MARICOPA
 DV0742  USGS QUAD   -  WINTERSBURG (1984)
 DV0742
 DV0742                         *CURRENT SURVEY CONTROL
 DV0742  ___________________________________________________________________
 DV0742* NAD 83(1986)-  33 29 37.     (N)    112 50 05.     (W)     SCALED    
 DV0742* NAVD 88     -       346.627  (meters)    1137.23   (feet)  ADJUSTED  
 DV0742  ___________________________________________________________________
 DV0742  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DV0742  DYNAMIC HT  -         346.221 (meters)    1135.89  (feet)  COMP
 DV0742  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 DV0742
 DV0742  VERT ORDER  -  FIRST     CLASS II
 DV0742
 DV0742.The horizontal coordinates were scaled from a topographic map and have
 DV0742.an estimated accuracy of +/- 6 seconds.
 DV0742
 DV0742.The orthometric height was determined by differential leveling
 DV0742.and adjusted in June 1991.
 DV0742
 DV0742.The geoid height was determined by GEOID03.
 DV0742
 DV0742.The dynamic height is computed by dividing the NAVD 88
 DV0742.geopotential number by the normal gravity value computed on the
 DV0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0742.degrees latitude (g = 980.6199 gals.).
 DV0742
 DV0742.The modeled gravity was interpolated from observed gravity values.
 DV0742
 DV0742;                    North         East    Units  Estimated Accuracy
 DV0742;SPC AZ C     -   276,870.      128,050.      MT  (+/- 180 meters Scaled)
 DV0742
 DV0742                          SUPERSEDED SURVEY CONTROL
 DV0742
 DV0742  NGVD 29 (??/??/92)  346.003  (m)         1135.18   (f) ADJ UNCH    1 2
 DV0742
 DV0742.Superseded values are not recommended for survey control.
 DV0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0742.See file dsdata.txt to determine how the superseded data were derived.
 DV0742
 DV0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC295075(NAD 83)
 DV0742_MARKER: DB = BENCH MARK DISK
 DV0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0742_STAMPING: Q 263 1947
 DV0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0742+STABILITY: SURFACE MOTION
 DV0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0742+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 DV0742
 DV0742  HISTORY     - Date     Condition        Report By
 DV0742  HISTORY     - 1947     MONUMENTED       CGS
 DV0742  HISTORY     - 1967     GOOD             NGS
 DV0742  HISTORY     - 1981     GOOD             NGS
 DV0742  HISTORY     - 20010419 GOOD             MCDOT
 DV0742  HISTORY     - 20080530 GOOD             GEOCAC
 DV0742
 DV0742                          STATION DESCRIPTION
 DV0742
 DV0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0742'6.1 MI E FROM TONOPAH.
 DV0742'6.1 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0742'TONOPAH, IN S 26, T 2 N, R 6 W, 265 FEET NORTH OF THE NORTHWEST CORNER
 DV0742'OF A SMALL WHITE BRICK BUILDING WHICH HOUSES TELEPHONE EQUIPMENT, 27
 DV0742'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 60 FEET SOUTH AND ACROSS
 DV0742'THE ROAD FROM POWER POLE NUMBER 15, 50 FEET EAST OF UNDERGROUND
 DV0742'TELEPHONE CABLE MARKER POLE NUMBER 6, 5 FEET EAST OF A POWER POLE, 2.7
 DV0742'FEET WEST OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DV0742'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV0742
 DV0742                          STATION RECOVERY (1981)
 DV0742
 DV0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0742'RECOVERED IN GOOD CONDITION.
 DV0742
 DV0742                          STATION RECOVERY (2001)
 DV0742
 DV0742'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0742'FROM INTERSECTION 411TH AVE + INDIAN SCHOOL RD. GO 4 MILES E TO
 DV0742'WINTERSBURG RD THENCE .9 MILES E TO BM P 263
 DV0742'USC+G BC SET IN CONC. ABOVE NATURAL GROUND W/METAL SURVEY MARKER
 DV0742' 
 DV0742'FROM INTERSECTION 411TH AVE + INDIAN SCHOOL RD. GO 5 MILES E TO 371ST
 DV0742'AVE THENCE .9 MILES E TO BM Q263
 DV0742'USC+G BC SET IN CONC. FLUSH TO NATURAL GROUND W/METAL POST
 DV0742' 
 DV0742' 
 DV0742' 
 DV0742' 
 DV0742' 
 DV0742
 DV0742                          STATION RECOVERY (2008)
 DV0742
 DV0742'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0742'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0742'THE DESCRIPTION - THE 4X4 WOODEN WITNESS POST WAS NOT FOUND AND POWER
 DV0742'POLE 15 IS NOW 15-1, AND THE MARK IS 1.3 FEET WEST OF A METAL WITNESS
 DV0742'POST AND 4.3 FEET NORTHEAST OF APS POWER POLE X280145. HANDHELD
 DV0742'COORDINATES
 DV0742'33 29 37.1 (N)   112 50 03.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0098 ***********************************************************************
 DV0098  DESIGNATION -  Q 265
 DV0098  PID         -  DV0098
 DV0098  STATE/COUNTY-  AZ/MARICOPA
 DV0098  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0098
 DV0098                         *CURRENT SURVEY CONTROL
 DV0098  ___________________________________________________________________
 DV0098* NAD 83(1986)-  33 38 19.     (N)    112 27 17.     (W)     SCALED    
 DV0098* NAVD 88     -       405.161  (meters)    1329.27   (feet)  ADJUSTED  
 DV0098  ___________________________________________________________________
 DV0098  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0098  DYNAMIC HT  -         404.688 (meters)    1327.71  (feet)  COMP
 DV0098  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 DV0098
 DV0098  VERT ORDER  -  FIRST     CLASS II
 DV0098
 DV0098.The horizontal coordinates were scaled from a topographic map and have
 DV0098.an estimated accuracy of +/- 6 seconds.
 DV0098
 DV0098.The orthometric height was determined by differential leveling
 DV0098.and adjusted in June 1991.
 DV0098
 DV0098.The geoid height was determined by GEOID03.
 DV0098
 DV0098.The dynamic height is computed by dividing the NAVD 88
 DV0098.geopotential number by the normal gravity value computed on the
 DV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0098.degrees latitude (g = 980.6199 gals.).
 DV0098
 DV0098.The modeled gravity was interpolated from observed gravity values.
 DV0098
 DV0098;                    North         East    Units  Estimated Accuracy
 DV0098;SPC AZ C     -   292,700.      163,450.      MT  (+/- 180 meters Scaled)
 DV0098
 DV0098                          SUPERSEDED SURVEY CONTROL
 DV0098
 DV0098  NGVD 29 (??/??/92)  405.195  (m)         1329.38   (f) ADJ UNCH    1 2
 DV0098
 DV0098.Superseded values are not recommended for survey control.
 DV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0098.See file dsdata.txt to determine how the superseded data were derived.
 DV0098
 DV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC650230(NAD 83)
 DV0098_MARKER: DB = BENCH MARK DISK
 DV0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0098_STAMPING: Q 265 1948
 DV0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0098+STABILITY: SURFACE MOTION
 DV0098
 DV0098  HISTORY     - Date     Condition        Report By
 DV0098  HISTORY     - 1948     MONUMENTED       CGS
 DV0098  HISTORY     - 1967     GOOD             NGS
 DV0098  HISTORY     - 1981     GOOD             NGS
 DV0098  HISTORY     - 20061220 MARK NOT FOUND   GEOCAC
 DV0098  HISTORY     - 20090217 MARK NOT FOUND   SURPGS
 DV0098
 DV0098                          STATION DESCRIPTION
 DV0098
 DV0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0098'11.45 MI W FROM EL MIRAGE.
 DV0098'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0098'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 4.45 MILES
 DV0098'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0098'BEARDSLEY CANAL, IN SECTION 34, T 4 N, R 2 W, NORTHEAST OF THE
 DV0098'JUNCTION OF CANAL ROAD AND BELL ROAD, 44 FEET EAST OF THE CENTER LINE
 DV0098'OF CANAL ROAD, 26 FEET NORTH OF THE CENTER LINE OF BELL ROAD, 112 FEET
 DV0098'NORTH AND ACROSS BELL ROAD FROM AN IRRIGATION WELL, 3 FEET WEST OF A
 DV0098'POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 8 FEET EAST OF A FENCE, 2.2
 DV0098'FEET EAST OF A 4- X 4-INCH WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 DV0098'LEVEL OF BELL ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DV0098'PROJECTS 6 INCHES.
 DV0098
 DV0098                          STATION RECOVERY (1981)
 DV0098
 DV0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0098'RECOVERED IN GOOD CONDITION.
 DV0098
 DV0098                          STATION RECOVERY (2006)
 DV0098
 DV0098'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0098'APPARENTLY DESTROYED BY ROAD CONSTRUCTION.
 DV0098
 DV0098                          STATION RECOVERY (2009)
 DV0098
 DV0098'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0098'BELL ROAD HAS BEEN WIDENED AND THE MARK IS ASSUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0128 ***********************************************************************
 DV0128  DESIGNATION -  Q 267 RESET
 DV0128  PID         -  DV0128
 DV0128  STATE/COUNTY-  AZ/MARICOPA
 DV0128  USGS QUAD   -  UNION HILLS (1981)
 DV0128
 DV0128                         *CURRENT SURVEY CONTROL
 DV0128  ___________________________________________________________________
 DV0128* NAD 83(1986)-  33 44 11.     (N)    112 07 19.     (W)     SCALED    
 DV0128* NAVD 88     -       455.69   (+/-2cm)    1495.0    (feet)  VERTCON   
 DV0128  ___________________________________________________________________
 DV0128  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DV0128  VERT ORDER  -  THIRD (See Below)
 DV0128
 DV0128.The horizontal coordinates were scaled from a topographic map and have
 DV0128.an estimated accuracy of +/- 6 seconds.
 DV0128
 DV0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0128.The vertical order pertains to the NGVD 29 superseded value.
 DV0128
 DV0128.The geoid height was determined by GEOID03.
 DV0128
 DV0128;                    North         East    Units  Estimated Accuracy
 DV0128;SPC AZ C     -   303,440.      194,340.      MT  (+/- 180 meters Scaled)
 DV0128
 DV0128                          SUPERSEDED SURVEY CONTROL
 DV0128
 DV0128  NGVD 29 (03/28/06)  455.10   (m)         1493.1    (f) RESET       3  
 DV0128
 DV0128.Superseded values are not recommended for survey control.
 DV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0128.See file dsdata.txt to determine how the superseded data were derived.
 DV0128
 DV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC960334(NAD 83)
 DV0128_MARKER: DB = BENCH MARK DISK
 DV0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0128_SP_SET: MONUMENT
 DV0128_STAMPING: Q 267 RESET 1963
 DV0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0128+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 DV0128
 DV0128  HISTORY     - Date     Condition        Report By
 DV0128  HISTORY     - 1963     MONUMENTED       CGS
 DV0128  HISTORY     - 1970     GOOD             NGS
 DV0128  HISTORY     - 1977     GOOD             LOCENG
 DV0128  HISTORY     - 20051029 GOOD             GEOCAC
 DV0128
 DV0128                          STATION DESCRIPTION
 DV0128
 DV0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0128'11.8 MI S FROM NEW RIVER.
 DV0128'11.8 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0128'RIVER OR 0.5 MILE NORTH OF THE BRIDGE OVER SKUNK RIVER TO THE MARK ON
 DV0128'THE EAST SIDE OF THE HIGHWAY.  44 FEET EAST OF THE CENTER LINE OF THE
 DV0128'EAST FRONTAGE ROAD, 12 FEET SOUTH-SOUTHEAST OF AN OFFSET IN THE EAST
 DV0128'RIGHT OF WAY FENCE LINE AND 4 FEET EAST OF THE RIGHT OF WAY FENCE. THE
 DV0128'MARK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS
 DV0128'ABOUT FLUSH WITH THE GROUND.
 DV0128
 DV0128                          STATION RECOVERY (1977)
 DV0128
 DV0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0128'RECOVERED IN GOOD CONDITION.
 DV0128
 DV0128                          STATION RECOVERY (2005)
 DV0128
 DV0128'RECOVERY NOTE BY GEOCACHING 2005 (RHT)
 DV0128'RECOVERED AS DESCRIBED, COORDINATES WERE OFF BY ABOUT 35', RECOVERED
 DV0128'AT-N 33  44.188 W 112  07.316
 DV0128' 
 DV0128' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1095 ***********************************************************************
 DU1095  DESIGNATION -  Q 268
 DU1095  PID         -  DU1095
 DU1095  STATE/COUNTY-  AZ/MARICOPA
 DU1095  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1095
 DU1095                         *CURRENT SURVEY CONTROL
 DU1095  ___________________________________________________________________
 DU1095* NAD 83(1986)-  33 30 59.     (N)    111 56 20.     (W)     SCALED    
 DU1095* NAVD 88     -       410.19   (+/-2cm)    1345.8    (feet)  VERTCON   
 DU1095  ___________________________________________________________________
 DU1095  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1095  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1095
 DU1095.The horizontal coordinates were scaled from a topographic map and have
 DU1095.an estimated accuracy of +/- 6 seconds.
 DU1095
 DU1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1095.The vertical order pertains to the NGVD 29 superseded value.
 DU1095
 DU1095.The geoid height was determined by GEOID03.
 DU1095
 DU1095;                    North         East    Units  Estimated Accuracy
 DU1095;SPC AZ C     -   279,020.      211,300.      MT  (+/- 180 meters Scaled)
 DU1095
 DU1095                          SUPERSEDED SURVEY CONTROL
 DU1095
 DU1095  NGVD 29 (??/??/92)  409.616  (m)         1343.88   (f) ADJ UNCH    1 2
 DU1095
 DU1095.Superseded values are not recommended for survey control.
 DU1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1095.See file dsdata.txt to determine how the superseded data were derived.
 DU1095
 DU1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC128089(NAD 83)
 DU1095_MARKER: DB = BENCH MARK DISK
 DU1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1095_STAMPING: Q 268 1948
 DU1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1095+STABILITY: SURFACE MOTION
 DU1095
 DU1095  HISTORY     - Date     Condition        Report By
 DU1095  HISTORY     - 1948     MONUMENTED       CGS
 DU1095  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU1095
 DU1095                          STATION DESCRIPTION
 DU1095
 DU1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1095'IN CASA BLANCA AIRPORT.
 DU1095'AT CASA BLANCA AIRPORT, AT THE WEST END OF THE EAST-WEST RUNWAY, ABOUT
 DU1095'0.3 MILE WEST OF THE CASA BLANCA GUEST RANCH, 96.0 FEET SOUTH OF THE
 DU1095'CENTER LINE OF THE JACK RABBIT ROAD, 87.0 FEET SOUTHWEST OF THE WEST
 DU1095'END OF THE EAST-WEST RUNWAY, 21.0 FEET SOUTH OF THE PROLONGATION OF
 DU1095'THE SOUTH SIDE OF THE RUNWAY, 20.5 FEET NORTH OF THE CENTER LINE OF AN
 DU1095'EAST-WEST ROAD, 2.1 FEET EAST OF A WHITE WOODEN WITNESS POST, SET IN
 DU1095'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU1095
 DU1095                          STATION RECOVERY (2007)
 DU1095
 DU1095'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1095'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1095'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0623 ***********************************************************************
 DU0623  DESIGNATION -  Q 269
 DU0623  PID         -  DU0623
 DU0623  STATE/COUNTY-  AZ/MARICOPA
 DU0623  USGS QUAD   -  BUCKHORN (1982)
 DU0623
 DU0623                         *CURRENT SURVEY CONTROL
 DU0623  ___________________________________________________________________
 DU0623* NAD 83(1986)-  33 24 52.     (N)    111 38 20.     (W)     SCALED    
 DU0623* NAVD 88     -       460.485  (meters)    1510.77   (feet)  ADJUSTED  
 DU0623  ___________________________________________________________________
 DU0623  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DU0623  DYNAMIC HT  -         459.935 (meters)    1508.97  (feet)  COMP
 DU0623  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 DU0623
 DU0623  VERT ORDER  -  FIRST     CLASS II
 DU0623
 DU0623.The horizontal coordinates were scaled from a topographic map and have
 DU0623.an estimated accuracy of +/- 6 seconds.
 DU0623
 DU0623.The orthometric height was determined by differential leveling
 DU0623.and adjusted in June 1991.
 DU0623
 DU0623.The geoid height was determined by GEOID03.
 DU0623
 DU0623.The dynamic height is computed by dividing the NAVD 88
 DU0623.geopotential number by the normal gravity value computed on the
 DU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0623.degrees latitude (g = 980.6199 gals.).
 DU0623
 DU0623.The modeled gravity was interpolated from observed gravity values.
 DU0623
 DU0623;                    North         East    Units  Estimated Accuracy
 DU0623;SPC AZ C     -   267,750.      239,200.      MT  (+/- 180 meters Scaled)
 DU0623
 DU0623                          SUPERSEDED SURVEY CONTROL
 DU0623
 DU0623  NGVD 29 (??/??/92)  460.310  (m)         1510.20   (f) ADJ UNCH    1 2
 DU0623
 DU0623.Superseded values are not recommended for survey control.
 DU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0623.See file dsdata.txt to determine how the superseded data were derived.
 DU0623
 DU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB405974(NAD 83)
 DU0623_MARKER: DB = BENCH MARK DISK
 DU0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0623_SP_SET: CONCRETE BASE
 DU0623_STAMPING: Q 269 1948
 DU0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0623
 DU0623  HISTORY     - Date     Condition        Report By
 DU0623  HISTORY     - 1948     MONUMENTED       CGS
 DU0623  HISTORY     - 1981     GOOD             NGS
 DU0623  HISTORY     - 20061105 MARK NOT FOUND   GEOCAC
 DU0623
 DU0623                          STATION DESCRIPTION
 DU0623
 DU0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0623'5.2 MI W FROM APACHE JUNCTION.
 DU0623'ABOUT 5.2 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM APACHE JUNCTION,
 DU0623'AT THE OASIS AIRPORT, ABOUT 350 FEET SOUTH OF THE HIGHWAY, AT THE
 DU0623'NORTH EDGE OF AN EAST-WEST RUNWAY, SET ON TOP AND AT THE SOUTHWEST
 DU0623'CORNER OF A CONCRETE BASE SUPPORTING THE SOUTHWEST LEG OF LARGE STEEL
 DU0623'WATER TANK, 0.2 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE BASE AND
 DU0623'0.4 FOOT ABOVE THE GROUND.
 DU0623
 DU0623                          STATION RECOVERY (1981)
 DU0623
 DU0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0623'5.7 KILOMETERS (3.55 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND
 DU0623'89 FROM THE POST OFFICE AT BUCKHORN, IN TOP OF THE SOUTHWEST
 DU0623'CORNER OF A ABANDONED WATER TOWER FOUNDATION AT THE SOUTHWEST EDGE
 DU0623'OF A STEEL WATER TANK BEHIND THE OASIS LOUNGE, 0.2 KILOMETER (0.1
 DU0623'MILE) SOUTHEAST ACROSS THE HIGHWAY FROM BENCHMARK 1510.56 AHD, 106.7
 DU0623'METERS (350.0 FEET) SOUTH OF THE SOUTH CENTERLINE OF THE EASTBOUND
 DU0623'HIGHWAY TRAFFIC LANES AND 1.2 METERS (4.0 FEET) SOUTHWEST OF THE
 DU0623'SOUTHWEST EDGE OF THE WATER TANK.
 DU0623'THE MARK IS 0.15 M ABOVE THE GROUND.
 DU0623
 DU0623                          STATION RECOVERY (2006)
 DU0623
 DU0623'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0623'MARK NOT FOUND. THE TANK AND ALL EVIDENCE HAS BEEN REMOVED. THE AREA
 DU0623'IS NOW THE LEVELED BACK LOT OF A TRAILER SALES COMPANY. ASSUMED
 DU0623'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0001 ***********************************************************************
 ET0001  DESIGNATION -  Q 27
 ET0001  PID         -  ET0001
 ET0001  STATE/COUNTY-  AZ/YAVAPAI
 ET0001  USGS QUAD   -  PAULDEN (1979)
 ET0001
 ET0001                         *CURRENT SURVEY CONTROL
 ET0001  ___________________________________________________________________
 ET0001* NAD 83(1986)-  34 58 34.     (N)    112 23 00.     (W)     SCALED    
 ET0001* NAVD 88     -      1413.17   (+/-2cm)    4636.4    (feet)  VERTCON   
 ET0001  ___________________________________________________________________
 ET0001  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ET0001  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0001
 ET0001.The horizontal coordinates were scaled from a topographic map and have
 ET0001.an estimated accuracy of +/- 6 seconds.
 ET0001
 ET0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0001.The vertical order pertains to the NGVD 29 superseded value.
 ET0001
 ET0001.The geoid height was determined by GEOID03.
 ET0001
 ET0001;                    North         East    Units  Estimated Accuracy
 ET0001;SPC AZ C     -   441,020.      170,750.      MT  (+/- 180 meters Scaled)
 ET0001
 ET0001                          SUPERSEDED SURVEY CONTROL
 ET0001
 ET0001  NGVD 29 (??/??/92) 1412.358  (m)         4633.71   (f) ADJ UNCH    1 2
 ET0001
 ET0001.Superseded values are not recommended for survey control.
 ET0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0001.See file dsdata.txt to determine how the superseded data were derived.
 ET0001
 ET0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD737712(NAD 83)
 ET0001_MARKER: DB = BENCH MARK DISK
 ET0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0001_STAMPING: 4633.711 Q 27 1933
 ET0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0001+STABILITY: SURFACE MOTION
 ET0001
 ET0001  HISTORY     - Date     Condition        Report By
 ET0001  HISTORY     - 1933     MONUMENTED       CGS
 ET0001
 ET0001                          STATION DESCRIPTION
 ET0001
 ET0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0001'0.6 MI SW FROM DRAKE.
 ET0001'ABOUT 0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 ET0001'RAILWAY FROM DRAKE, YAVAPAI COUNTY, AT THE NORTH END OF THE ABANDONED
 ET0001'PUNTENNEY SIDING, ABOUT 0.1 MILE SOUTHWEST OF STEEL BRIDGE B 22 OVER
 ET0001'HELL CANYON, ABOUT 0.1 MILE SOUTHWEST OF A LIMEKILN, AND 66 FEET WEST
 ET0001'OF THE CENTER LINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 ET0001'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0404 ***********************************************************************
 DU0404  DESIGNATION -  Q 270
 DU0404  PID         -  DU0404
 DU0404  STATE/COUNTY-  AZ/MARICOPA
 DU0404  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0404
 DU0404                         *CURRENT SURVEY CONTROL
 DU0404  ___________________________________________________________________
 DU0404* NAD 83(1986)-  33 36 18.     (N)    111 11 56.     (W)     SCALED    
 DU0404* NAVD 88     -       697.238  (meters)    2287.52   (feet)  ADJUSTED  
 DU0404  ___________________________________________________________________
 DU0404  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DU0404  DYNAMIC HT  -         696.354 (meters)    2284.62  (feet)  COMP
 DU0404  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 DU0404
 DU0404  VERT ORDER  -  FIRST     CLASS II
 DU0404
 DU0404.The horizontal coordinates were scaled from a topographic map and have
 DU0404.an estimated accuracy of +/- 6 seconds.
 DU0404
 DU0404.The orthometric height was determined by differential leveling
 DU0404.and adjusted in June 1991.
 DU0404
 DU0404.The geoid height was determined by GEOID03.
 DU0404
 DU0404.The dynamic height is computed by dividing the NAVD 88
 DU0404.geopotential number by the normal gravity value computed on the
 DU0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0404.degrees latitude (g = 980.6199 gals.).
 DU0404
 DU0404.The modeled gravity was interpolated from observed gravity values.
 DU0404
 DU0404;                    North         East    Units  Estimated Accuracy
 DU0404;SPC AZ C     -   289,080.      279,970.      MT  (+/- 180 meters Scaled)
 DU0404
 DU0404                          SUPERSEDED SURVEY CONTROL
 DU0404
 DU0404  NGVD 29 (??/??/92)  696.647  (m)         2285.58   (f) ADJ UNCH    1 2
 DU0404
 DU0404.Superseded values are not recommended for survey control.
 DU0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0404.See file dsdata.txt to determine how the superseded data were derived.
 DU0404
 DU0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC815183(NAD 83)
 DU0404_MARKER: DB = BENCH MARK DISK
 DU0404_SETTING: 80 = SET IN A BOULDER
 DU0404_SP_SET: BOULDER
 DU0404_STAMPING: Q 270 1948
 DU0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0404+STABILITY: SURFACE MOTION
 DU0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0404+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU0404
 DU0404  HISTORY     - Date     Condition        Report By
 DU0404  HISTORY     - 1948     MONUMENTED       CGS
 DU0404  HISTORY     - 1964     MARK NOT FOUND   NGS
 DU0404  HISTORY     - 1980     GOOD             NGS
 DU0404  HISTORY     - 20071122 GOOD             GEOCAC
 DU0404
 DU0404                          STATION DESCRIPTION
 DU0404
 DU0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0404'9.6 MI SW FROM ROOSEVELT.
 DU0404'9.6 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.3 MILES
 DU0404'SOUTH OF MILE POST 234, 34.6 FEET WEST OF THE CENTER LINE OF THE
 DU0404'HIGHWAY, 25.6 FEET WEST OF THE WEST END OF A STEEL CULVERT, ABOUT 8.2
 DU0404'FEET BELOW THE HIGHWAY, AT A HAIRPIN CURVE IN THE CENTER OF A WASH,
 DU0404'SET IN THE TOP OF A ROUND TOP BOULDER PROJECTING ABOUT 2.0 FEET ABOVE
 DU0404'THE GROUND.  NOTE-- THIS MARK APPEARS TO HAVE BEEN DESTROYED WHEN THEY
 DU0404'WIDENED THE ROAD.
 DU0404
 DU0404                          STATION RECOVERY (1964)
 DU0404
 DU0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DU0404'MARK NOT FOUND.
 DU0404
 DU0404                          STATION RECOVERY (1980)
 DU0404
 DU0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0404'11.8 KM (7.35 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0404'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.4 KM (0.25 MI)
 DU0404'NORTHEAST OF HIGHWAY MILEPOST 234, AT A DRY WASH WITH HIGHLY FRACTURED
 DU0404'OUTCROP ON ITS SIDES, IN TOP OF AN EMBEDDED BOULDER FLUSH WITH
 DU0404'THE GROUND, 14.6 METERS (48.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DU0404'HIGHWAY, 7.6 METERS (25.0 FT) SOUTHEAST OF THE TOP CENTER OF THE
 DU0404'SOUTHEAST END OF A 90-CM (36-INCH) STEEL PIPE CULVERT WITH A ROCK
 DU0404'HEADWALL UNDER THE HIGHWAY, 1.35 METERS (4.5 FT) NORTH OF THE EAST
 DU0404'POINT OF A 1.5 X 1.2 METER (5 X 4 FT) BOULDER PROJECTING 0.9 METER
 DU0404'(3.0 FT).
 DU0404'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 DU0404'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 DU0404
 DU0404                          STATION RECOVERY (2007)
 DU0404
 DU0404'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0384 ***********************************************************************
 DV0384  DESIGNATION -  Q 271
 DV0384  PID         -  DV0384
 DV0384  STATE/COUNTY-  AZ/MARICOPA
 DV0384  USGS QUAD   -  LAVEEN (1973)
 DV0384
 DV0384                         *CURRENT SURVEY CONTROL
 DV0384  ___________________________________________________________________
 DV0384* NAD 83(1986)-  33 22 01.     (N)    112 10 08.     (W)     SCALED    
 DV0384* NAVD 88     -       315.96   (+/-2cm)    1036.6    (feet)  VERTCON   
 DV0384  ___________________________________________________________________
 DV0384  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0384
 DV0384.The horizontal coordinates were scaled from a topographic map and have
 DV0384.an estimated accuracy of +/- 6 seconds.
 DV0384
 DV0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0384.The vertical order pertains to the NGVD 29 superseded value.
 DV0384
 DV0384.The geoid height was determined by GEOID03.
 DV0384
 DV0384;                    North         East    Units  Estimated Accuracy
 DV0384;SPC AZ C     -   262,470.      189,890.      MT  (+/- 180 meters Scaled)
 DV0384
 DV0384                          SUPERSEDED SURVEY CONTROL
 DV0384
 DV0384  NGVD 29 (??/??/92)  315.330  (m)         1034.55   (f) ADJ UNCH    2 0
 DV0384
 DV0384.Superseded values are not recommended for survey control.
 DV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0384.See file dsdata.txt to determine how the superseded data were derived.
 DV0384
 DV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB912925(NAD 83)
 DV0384_MARKER: DB = BENCH MARK DISK
 DV0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0384_SP_SET: CULVERT
 DV0384_STAMPING: Q 271 1948
 DV0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0384
 DV0384  HISTORY     - Date     Condition        Report By
 DV0384  HISTORY     - 1948     MONUMENTED       CGS
 DV0384  HISTORY     - 1959     GOOD             NGS
 DV0384  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0384  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0384
 DV0384                          STATION DESCRIPTION
 DV0384
 DV0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0384'6.3 MI N FROM KOMATKE.
 DV0384'6.3 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 0.2 MILE NORTH OF THE
 DV0384'LAVEEN STORE, 20.3 FEET EAST OF LATERAL 17, 19.6 FEET SOUTHEAST OF A
 DV0384'LARGE TREE, 13.8 FEET WEST OF A WIRE FENCE, SET IN THE TOP AND IN THE
 DV0384'CENTER OF THE EAST CONCRETE HEADWALL OF A CULVERT IN THE ROAD.
 DV0384
 DV0384                          STATION RECOVERY (1959)
 DV0384
 DV0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0384'RECOVERED IN GOOD CONDITION.
 DV0384
 DV0384                          STATION RECOVERY (1994)
 DV0384
 DV0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0384'MARK NOT FOUND.
 DV0384
 DV0384                          STATION RECOVERY (2007)
 DV0384
 DV0384'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0384'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0384'MARK. LATERAL 17 IS NOW 51ST AVE. AND IT IS OVER 45 FT WIDE HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0415 ***********************************************************************
 DV0415  DESIGNATION -  Q 272
 DV0415  PID         -  DV0415
 DV0415  STATE/COUNTY-  AZ/MARICOPA
 DV0415  USGS QUAD   -  LONE BUTTE (1973)
 DV0415
 DV0415                         *CURRENT SURVEY CONTROL
 DV0415  ___________________________________________________________________
 DV0415* NAD 83(1986)-  33 19 28.     (N)    112 07 09.     (W)     SCALED    
 DV0415* NAVD 88     -       436.34   (+/-2cm)    1431.6    (feet)  VERTCON   
 DV0415  ___________________________________________________________________
 DV0415  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0415
 DV0415.The horizontal coordinates were scaled from a topographic map and have
 DV0415.an estimated accuracy of +/- 6 seconds.
 DV0415
 DV0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0415.The vertical order pertains to the NGVD 29 superseded value.
 DV0415
 DV0415.The geoid height was determined by GEOID03.
 DV0415
 DV0415;                    North         East    Units  Estimated Accuracy
 DV0415;SPC AZ C     -   257,750.      194,510.      MT  (+/- 180 meters Scaled)
 DV0415
 DV0415                          SUPERSEDED SURVEY CONTROL
 DV0415
 DV0415  NGVD 29 (??/??/92)  435.722  (m)         1429.53   (f) ADJ UNCH    2 0
 DV0415
 DV0415.Superseded values are not recommended for survey control.
 DV0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0415.See file dsdata.txt to determine how the superseded data were derived.
 DV0415
 DV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB958878(NAD 83)
 DV0415_MARKER: DB = BENCH MARK DISK
 DV0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0415_STAMPING: Q 272 1948
 DV0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0415+STABILITY: SURFACE MOTION
 DV0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0415+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 DV0415
 DV0415  HISTORY     - Date     Condition        Report By
 DV0415  HISTORY     - 1948     MONUMENTED       CGS
 DV0415  HISTORY     - 20070115 GOOD             GEOCAC
 DV0415
 DV0415                          STATION DESCRIPTION
 DV0415
 DV0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0415'10.3 MI S FROM PHOENIX.
 DV0415'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0415'PHOENIX, THENCE 3.1 MILES SOUTHWEST ALONG THE MAIN ROAD THRU SOUTH MT.
 DV0415'PARK, THENCE 1.4 MILES WEST ALONG THE SAN JUAN PICNIC AREA ROAD, 69
 DV0415'FEET NORTH OF THE BANK OF A LARGE WASH, 66.8 FEET SOUTH OF THE CENTER
 DV0415'LINE OF THE ROAD, SET IN A FLAT BETWEEN THE ROAD AND A LARGE WASH AT A
 DV0415'TURNOUT.  A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE
 DV0415'GROUND AND 2.8 FEET EAST OF A WHITE WOODEN WITNESS POST.
 DV0415
 DV0415                          STATION RECOVERY (2007)
 DV0415
 DV0415'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0368 ***********************************************************************
 DV0368  DESIGNATION -  Q 273
 DV0368  PID         -  DV0368
 DV0368  STATE/COUNTY-  AZ/MARICOPA
 DV0368  USGS QUAD   -  PIMA BUTTE (1967)
 DV0368
 DV0368                         *CURRENT SURVEY CONTROL
 DV0368  ___________________________________________________________________
 DV0368* NAD 83(1986)-  33 13 33.     (N)    112 04 57.     (W)     SCALED    
 DV0368* NAVD 88     -       331.66   (+/-2cm)    1088.1    (feet)  VERTCON   
 DV0368  ___________________________________________________________________
 DV0368  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0368
 DV0368.The horizontal coordinates were scaled from a topographic map and have
 DV0368.an estimated accuracy of +/- 6 seconds.
 DV0368
 DV0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0368.The vertical order pertains to the NGVD 29 superseded value.
 DV0368
 DV0368.The geoid height was determined by GEOID03.
 DV0368
 DV0368;                    North         East    Units  Estimated Accuracy
 DV0368;SPC AZ C     -   246,810.      197,900.      MT  (+/- 180 meters Scaled)
 DV0368
 DV0368                          SUPERSEDED SURVEY CONTROL
 DV0368
 DV0368  NGVD 29 (??/??/92)  331.107  (m)         1086.31   (f) ADJ UNCH    2 0
 DV0368
 DV0368.Superseded values are not recommended for survey control.
 DV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0368.See file dsdata.txt to determine how the superseded data were derived.
 DV0368
 DV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB991768(NAD 83)
 DV0368_MARKER: DB = BENCH MARK DISK
 DV0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0368_STAMPING: Q 273 1948
 DV0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0368+STABILITY: SURFACE MOTION
 DV0368
 DV0368  HISTORY     - Date     Condition        Report By
 DV0368  HISTORY     - 1948     MONUMENTED       CGS
 DV0368  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0368  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0368
 DV0368                          STATION DESCRIPTION
 DV0368
 DV0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0368'6.4 MI SE FROM KOMATKE.
 DV0368'6.4 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 68.3 FEET
 DV0368'WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT BELOW THE LEVEL OF THE
 DV0368'ROAD, 3.6 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF
 DV0368'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0368
 DV0368                          STATION RECOVERY (1994)
 DV0368
 DV0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0368'MARK NOT FOUND.
 DV0368
 DV0368                          STATION RECOVERY (2007)
 DV0368
 DV0368'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0368'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0368'MARK. NO WITNESS POST WAS LOCATED, AND THE AREA HAS BEEN SILTED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0402 ***********************************************************************
 DV0402  DESIGNATION -  Q 274
 DV0402  PID         -  DV0402
 DV0402  STATE/COUNTY-  AZ/PINAL
 DV0402  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0402
 DV0402                         *CURRENT SURVEY CONTROL
 DV0402  ___________________________________________________________________
 DV0402* NAD 83(1986)-  33 08 03.     (N)    112 08 44.     (W)     SCALED    
 DV0402* NAVD 88     -       389.70   (+/-2cm)    1278.5    (feet)  VERTCON   
 DV0402  ___________________________________________________________________
 DV0402  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0402
 DV0402.The horizontal coordinates were scaled from a topographic map and have
 DV0402.an estimated accuracy of +/- 6 seconds.
 DV0402
 DV0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0402.The vertical order pertains to the NGVD 29 superseded value.
 DV0402
 DV0402.The geoid height was determined by GEOID03.
 DV0402
 DV0402;                    North         East    Units  Estimated Accuracy
 DV0402;SPC AZ C     -   236,650.      192,000.      MT  (+/- 180 meters Scaled)
 DV0402
 DV0402                          SUPERSEDED SURVEY CONTROL
 DV0402
 DV0402  NGVD 29 (??/??/92)  389.133  (m)         1276.68   (f) ADJ UNCH    2 0
 DV0402
 DV0402.Superseded values are not recommended for survey control.
 DV0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0402.See file dsdata.txt to determine how the superseded data were derived.
 DV0402
 DV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB931667(NAD 83)
 DV0402_MARKER: DB = BENCH MARK DISK
 DV0402_SETTING: 66 = SET IN ROCK OUTCROP
 DV0402_SP_SET: ROCK OUTCROP
 DV0402_STAMPING: Q 274 1948
 DV0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0402+STABILITY: POSITION/ELEVATION WELL
 DV0402
 DV0402  HISTORY     - Date     Condition        Report By
 DV0402  HISTORY     - 1948     MONUMENTED       CGS
 DV0402  HISTORY     - 1980     GOOD             NGS
 DV0402  HISTORY     - 1980     GOOD             NGS
 DV0402
 DV0402                          STATION DESCRIPTION
 DV0402
 DV0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0402'11.0 MI S FROM KOMATKE.
 DV0402'11.0 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 109 FEET
 DV0402'NORTHWEST OF THE CENTER LINE OF THE ROAD, 12.4 FEET NORTHEAST OF A
 DV0402'LARGE BOULDER WITH INDIAN WRITING ON IT, ABOUT LEVEL WITH THE ROAD,
 DV0402'2.0 FEET ABOVE THE LEVEL OF THE GROUND, SET IN THE LOWER LEDGE OF A
 DV0402'LARGE GRANITE ROCK OUTCROP.
 DV0402
 DV0402                          STATION RECOVERY (1980)
 DV0402
 DV0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0402'RECOVERED IN GOOD CONDITION.
 DV0402
 DV0402                          STATION RECOVERY (1980)
 DV0402
 DV0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1040 ***********************************************************************
 DU1040  DESIGNATION -  Q 275
 DU1040  PID         -  DU1040
 DU1040  STATE/COUNTY-  AZ/PINAL
 DU1040  USGS QUAD   -  SACATON BUTTE (1967)
 DU1040
 DU1040                         *CURRENT SURVEY CONTROL
 DU1040  ___________________________________________________________________
 DU1040* NAD 83(1986)-  33 07 03.     (N)    111 55 06.     (W)     SCALED    
 DU1040* NAVD 88     -       362.30   (+/-2cm)    1188.6    (feet)  VERTCON   
 DU1040  ___________________________________________________________________
 DU1040  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DU1040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1040
 DU1040.The horizontal coordinates were scaled from a topographic map and have
 DU1040.an estimated accuracy of +/- 6 seconds.
 DU1040
 DU1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1040.The vertical order pertains to the NGVD 29 superseded value.
 DU1040
 DU1040.The geoid height was determined by GEOID03.
 DU1040
 DU1040;                    North         East    Units  Estimated Accuracy
 DU1040;SPC AZ C     -   234,780.      213,200.      MT  (+/- 180 meters Scaled)
 DU1040
 DU1040                          SUPERSEDED SURVEY CONTROL
 DU1040
 DU1040  NGVD 29 (??/??/92)  361.821  (m)         1187.07   (f) ADJ UNCH    2 0
 DU1040
 DU1040.Superseded values are not recommended for survey control.
 DU1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1040.See file dsdata.txt to determine how the superseded data were derived.
 DU1040
 DU1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB143646(NAD 83)
 DU1040_MARKER: DB = BENCH MARK DISK
 DU1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1040_STAMPING: Q 275 1948
 DU1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1040+STABILITY: SURFACE MOTION
 DU1040
 DU1040  HISTORY     - Date     Condition        Report By
 DU1040  HISTORY     - 1948     MONUMENTED       CGS
 DU1040  HISTORY     - 1961     GOOD             NGS
 DU1040  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU1040  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU1040
 DU1040                          STATION DESCRIPTION
 DU1040
 DU1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU1040'2.0 MI W FROM CASA BLANCA.
 DU1040'2.0 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU1040'30.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26.0 FEET EAST OF THE
 DU1040'CENTER LINE OF A ROAD RUNNING NORTH AND SOUTH, 1.3 FEET NORTH OF A
 DU1040'WIRE FENCE, 1.0 FOOT ABOVE THE LEVEL OF THE ROAD AND 3.2 FEET WEST OF
 DU1040'A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU1040'PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 DU1040
 DU1040                          STATION RECOVERY (1961)
 DU1040
 DU1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DU1040'RECOVERED IN GOOD CONDITION.
 DU1040
 DU1040                          STATION RECOVERY (1994)
 DU1040
 DU1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU1040'MARK NOT FOUND.
 DU1040
 DU1040                          STATION RECOVERY (2007)
 DU1040
 DU1040'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1040'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1040'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0825 ***********************************************************************
 DU0825  DESIGNATION -  Q 276
 DU0825  PID         -  DU0825
 DU0825  STATE/COUNTY-  AZ/PINAL
 DU0825  USGS QUAD   -  GILA BUTTE (1981)
 DU0825
 DU0825                         *CURRENT SURVEY CONTROL
 DU0825  ___________________________________________________________________
 DU0825* NAD 83(1986)-  33 09 58.     (N)    111 52 22.     (W)     SCALED    
 DU0825* NAVD 88     -       364.06   (+/-2cm)    1194.4    (feet)  VERTCON   
 DU0825  ___________________________________________________________________
 DU0825  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0825
 DU0825.The horizontal coordinates were scaled from a topographic map and have
 DU0825.an estimated accuracy of +/- 6 seconds.
 DU0825
 DU0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0825.The vertical order pertains to the NGVD 29 superseded value.
 DU0825
 DU0825.The geoid height was determined by GEOID03.
 DU0825
 DU0825;                    North         East    Units  Estimated Accuracy
 DU0825;SPC AZ C     -   240,170.      217,450.      MT  (+/- 180 meters Scaled)
 DU0825
 DU0825                          SUPERSEDED SURVEY CONTROL
 DU0825
 DU0825  NGVD 29 (??/??/92)  363.571  (m)         1192.82   (f) ADJ UNCH    2 0
 DU0825
 DU0825.Superseded values are not recommended for survey control.
 DU0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0825.See file dsdata.txt to determine how the superseded data were derived.
 DU0825
 DU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB186700(NAD 83)
 DU0825_MARKER: DB = BENCH MARK DISK
 DU0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0825_STAMPING: Q 276 1948
 DU0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0825+STABILITY: SURFACE MOTION
 DU0825
 DU0825  HISTORY     - Date     Condition        Report By
 DU0825  HISTORY     - 1948     MONUMENTED       CGS
 DU0825  HISTORY     - 1962     GOOD             NGS
 DU0825
 DU0825                          STATION DESCRIPTION
 DU0825
 DU0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0825'4.4 MI N FROM CASA BLANCA.
 DU0825'0.5 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0825'THENCE 2.0 MILES NORTH ALONG THE ADAMS ROAD, THENCE 1.6 MILES
 DU0825'NORTHEAST ALONG A DIM TRACK ROAD TO A Y INTERSECTION, THENCE 0.3 MILE
 DU0825'NORTH ALONG A DIM TRACK ROAD, 0.2 MILE NORTH OF A POWER LINE, 36.8
 DU0825'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ON THE NORTH SIDE OF A
 DU0825'OPEN AREA WITH A SMALL BRUSH COVERED KNOLL IN THE CENTER, ABOUT LEVEL
 DU0825'WITH THE ROAD AND 3.5 FEET EAST OF A WHITE WOODEN WITNESS POST, SET IN
 DU0825'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DU0825
 DU0825                          STATION RECOVERY (1962)
 DU0825
 DU0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0974 ***********************************************************************
 CZ0974  DESIGNATION -  Q 277
 CZ0974  PID         -  CZ0974
 CZ0974  STATE/COUNTY-  AZ/PINAL
 CZ0974  USGS QUAD   -  STANFIELD (1992)
 CZ0974
 CZ0974                         *CURRENT SURVEY CONTROL
 CZ0974  ___________________________________________________________________
 CZ0974* NAD 83(1986)-  32 57 36.     (N)    111 53 32.     (W)     SCALED    
 CZ0974* NAVD 88     -       402.865  (meters)    1321.73   (feet)  ADJUSTED  
 CZ0974  ___________________________________________________________________
 CZ0974  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ0974  DYNAMIC HT  -         402.377 (meters)    1320.13  (feet)  COMP
 CZ0974  MODELED GRAV-     979,414.5   (mgal)                       NAVD 88
 CZ0974  OBS GRAVITY -     979,413.7   (mgal)                       GRAV_OBS
 CZ0974
 CZ0974  VERT ORDER  -  FIRST     CLASS II
 CZ0974
 CZ0974.The horizontal coordinates were scaled from a topographic map and have
 CZ0974.an estimated accuracy of +/- 6 seconds.
 CZ0974
 CZ0974.The orthometric height was determined by differential leveling
 CZ0974.and adjusted in June 1991.
 CZ0974
 CZ0974.The geoid height was determined by GEOID03.
 CZ0974
 CZ0974.The dynamic height is computed by dividing the NAVD 88
 CZ0974.geopotential number by the normal gravity value computed on the
 CZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0974.degrees latitude (g = 980.6199 gals.).
 CZ0974
 CZ0974.The modeled gravity was interpolated from observed gravity values.
 CZ0974.The observed gravity was obtained from relative gravimeter ties
 CZ0974.to the IGSN71 gravity network.
 CZ0974
 CZ0974;                    North         East    Units  Estimated Accuracy
 CZ0974;SPC AZ C     -   217,320.      215,650.      MT  (+/- 180 meters Scaled)
 CZ0974
 CZ0974                          SUPERSEDED SURVEY CONTROL
 CZ0974
 CZ0974  NGVD 29 (??/??/92)  402.294  (m)         1319.86   (f) ADJ UNCH    1 2
 CZ0974
 CZ0974.Superseded values are not recommended for survey control.
 CZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0974.See file dsdata.txt to determine how the superseded data were derived.
 CZ0974
 CZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB166472(NAD 83)
 CZ0974_MARKER: DB = BENCH MARK DISK
 CZ0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0974_SP_SET: ABUTMENT
 CZ0974_STAMPING: Q 277 1948
 CZ0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0974+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 CZ0974
 CZ0974  HISTORY     - Date     Condition        Report By
 CZ0974  HISTORY     - 1948     MONUMENTED       CGS
 CZ0974  HISTORY     - 1967     GOOD             NGS
 CZ0974  HISTORY     - 1980     GOOD             NGS
 CZ0974  HISTORY     - 1980     GOOD             NGS
 CZ0974  HISTORY     - 20061101 GOOD             GEOCAC
 CZ0974
 CZ0974                          STATION DESCRIPTION
 CZ0974
 CZ0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0974'10.1 MI NW FROM CASA GRANDE.
 CZ0974'ABOUT 10.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0974'THE STATION AT CASA GRANDE, OR ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD
 CZ0974'FROM THE POST OFFICE AT MARICOPA, THENCE 11.4 MILES SOUTHEAST ALONG
 CZ0974'THE SOUTHERN PACIFIC RAILROAD, IN S 30, T 5 S, R 5 E, 1/2 POLE
 CZ0974'NORTHWEST OF MILEPOST 909, 6 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0974'OF THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CZ0974'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 908.98, AND ABOUT 1 1/2
 CZ0974'FEET BELOW THE LEVEL OF THE TRACKS.
 CZ0974
 CZ0974                          STATION RECOVERY (1980)
 CZ0974
 CZ0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0974'RECOVERED IN GOOD CONDITION.
 CZ0974
 CZ0974                          STATION RECOVERY (1980)
 CZ0974
 CZ0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0974'RECOVERED IN GOOD CONDITION.
 CZ0974
 CZ0974                          STATION RECOVERY (2006)
 CZ0974
 CZ0974'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1028 ***********************************************************************
 CZ1028  DESIGNATION -  Q 278
 CZ1028  PID         -  CZ1028
 CZ1028  STATE/COUNTY-  AZ/PINAL
 CZ1028  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1028
 CZ1028                         *CURRENT SURVEY CONTROL
 CZ1028  ___________________________________________________________________
 CZ1028* NAD 83(1986)-  32 48 57.     (N)    111 39 31.     (W)     SCALED    
 CZ1028* NAVD 88     -       450.696  (meters)    1478.66   (feet)  ADJUSTED  
 CZ1028  ___________________________________________________________________
 CZ1028  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1028  DYNAMIC HT  -         450.142 (meters)    1476.84  (feet)  COMP
 CZ1028  MODELED GRAV-     979,394.4   (mgal)                       NAVD 88
 CZ1028  OBS GRAVITY -     979,393.0   (mgal)                       GRAV_OBS
 CZ1028
 CZ1028  VERT ORDER  -  FIRST     CLASS II
 CZ1028
 CZ1028.The horizontal coordinates were scaled from a topographic map and have
 CZ1028.an estimated accuracy of +/- 6 seconds.
 CZ1028
 CZ1028.The orthometric height was determined by differential leveling
 CZ1028.and adjusted in November 1993.
 CZ1028
 CZ1028.The geoid height was determined by GEOID03.
 CZ1028
 CZ1028.The dynamic height is computed by dividing the NAVD 88
 CZ1028.geopotential number by the normal gravity value computed on the
 CZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1028.degrees latitude (g = 980.6199 gals.).
 CZ1028
 CZ1028.The modeled gravity was interpolated from observed gravity values.
 CZ1028.The observed gravity was obtained from relative gravimeter ties
 CZ1028.to the IGSN71 gravity network.
 CZ1028
 CZ1028;                    North         East    Units  Estimated Accuracy
 CZ1028;SPC AZ C     -   201,360.      237,520.      MT  (+/- 180 meters Scaled)
 CZ1028
 CZ1028                          SUPERSEDED SURVEY CONTROL
 CZ1028
 CZ1028  NAVD 88 (06/15/91)  450.717  (m)         1478.73   (f) UNKNOWN     1 2
 CZ1028  NGVD 29 (??/??/92)  450.207  (m)         1477.05   (f) ADJ UNCH    1 2
 CZ1028
 CZ1028.Superseded values are not recommended for survey control.
 CZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1028.See file dsdata.txt to determine how the superseded data were derived.
 CZ1028
 CZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB383310(NAD 83)
 CZ1028_MARKER: DB = BENCH MARK DISK
 CZ1028_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1028_SP_SET: BRIDGE ABUTMENT
 CZ1028_STAMPING: Q 278 1948
 CZ1028_MARK LOGO: CGS   
 CZ1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1028+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1028
 CZ1028  HISTORY     - Date     Condition        Report By
 CZ1028  HISTORY     - 1948     MONUMENTED       CGS
 CZ1028  HISTORY     - 1967     GOOD             NGS
 CZ1028  HISTORY     - 1980     GOOD             NGS
 CZ1028  HISTORY     - 1980     GOOD             NGS
 CZ1028  HISTORY     - 1984     GOOD             NGS
 CZ1028  HISTORY     - 19911205 GOOD             NGS
 CZ1028  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1028
 CZ1028                          STATION DESCRIPTION
 CZ1028
 CZ1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1028'7.0 MI SE FROM CASA GRANDE.
 CZ1028'ABOUT 7.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1028'STATION AT CASA GRANDE, IN S 18, T 7 S, R 7 S, R 7 E, 7 POLES
 CZ1028'NORTHWEST OF MILEPOST NUMBER 926, 5 FEET NORTHEAST OF THE NORTHEAST
 CZ1028'RAIL OF THE TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE
 CZ1028'SOUTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER 925.80, AND ABOUT 2 FEET
 CZ1028'BELOW THE LEVEL OF THE TRACKS.
 CZ1028
 CZ1028                          STATION RECOVERY (1980)
 CZ1028
 CZ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1028'RECOVERED IN GOOD CONDITION.
 CZ1028
 CZ1028                          STATION RECOVERY (1980)
 CZ1028
 CZ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1028'RECOVERED IN GOOD CONDITION.
 CZ1028
 CZ1028                          STATION RECOVERY (1984)
 CZ1028
 CZ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1028'RECOVERED IN GOOD CONDITION.
 CZ1028
 CZ1028                          STATION RECOVERY (1991)
 CZ1028
 CZ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1028'10.3 KM (6.40 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1028'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1028'BOULEVARD) IN CASA GRANDE, IN TOP OF AND 1.6 M (5.2 FT) SOUTHWEST OF
 CZ1028'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF SOUTHERN
 CZ1028'PACIFIC RAILROAD BRIDGE NUMBER 925.80, 39.4 M (129.3 FT) SOUTHWEST OF
 CZ1028'THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) NORTHEAST OF THE NEAR RAIL,
 CZ1028'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
 CZ1028
 CZ1028                          STATION RECOVERY (2006)
 CZ1028
 CZ1028'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0344 ***********************************************************************
 CZ0344  DESIGNATION -  Q 279
 CZ0344  PID         -  CZ0344
 CZ0344  STATE/COUNTY-  AZ/PINAL
 CZ0344  USGS QUAD   -  RED ROCK (1993)
 CZ0344
 CZ0344                         *CURRENT SURVEY CONTROL
 CZ0344  ___________________________________________________________________
 CZ0344* NAD 83(2007)-  32 36 49.76447(N)    111 21 21.55658(W)     ADJUSTED  
 CZ0344* NAVD 88     -       554.009  (meters)    1817.61   (feet)  ADJUSTED  
 CZ0344  ___________________________________________________________________
 CZ0344  EPOCH DATE  -        2007.00
 CZ0344  X           -  -1,958,504.366 (meters)                     COMP
 CZ0344  Y           -  -5,008,836.382 (meters)                     COMP
 CZ0344  Z           -   3,418,244.799 (meters)                     COMP
 CZ0344  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CZ0344  ELLIP HEIGHT-         524.240 (meters)          (02/10/07) ADJUSTED
 CZ0344  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CZ0344  DYNAMIC HT  -         553.299 (meters)    1815.28  (feet)  COMP
 CZ0344
 CZ0344  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0344  Type    PID    Designation                      North   East  Ellip
 CZ0344  -------------------------------------------------------------------
 CZ0344  NETWORK CZ0344 Q 279                             0.57   0.90   2.37
 CZ0344  -------------------------------------------------------------------
 CZ0344  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 CZ0344
 CZ0344  VERT ORDER  -  FIRST     CLASS II
 CZ0344
 CZ0344.The horizontal coordinates were established by GPS observations
 CZ0344.and adjusted by the National Geodetic Survey in February 2007.
 CZ0344
 CZ0344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0344.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0344.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0344.The epoch date for horizontal control is a decimal equivalence
 CZ0344.of Year/Month/Day.
 CZ0344
 CZ0344.The orthometric height was determined by differential leveling
 CZ0344.and adjusted in June 1991.
 CZ0344.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0344.derived orthometric height which differed from the leveled height by
 CZ0344.more than one decimeter (0.1 meter).
 CZ0344
 CZ0344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0344
 CZ0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0344
 CZ0344.The ellipsoidal height was determined by GPS observations
 CZ0344.and is referenced to NAD 83.
 CZ0344
 CZ0344.The geoid height was determined by GEOID03.
 CZ0344
 CZ0344.The dynamic height is computed by dividing the NAVD 88
 CZ0344.geopotential number by the normal gravity value computed on the
 CZ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0344.degrees latitude (g = 980.6199 gals.).
 CZ0344
 CZ0344.The modeled gravity was interpolated from observed gravity values.
 CZ0344
 CZ0344;                    North         East     Units Scale Factor Converg.
 CZ0344;SPC AZ C     -   179,067.216   265,979.391   MT  0.99993413   +0 18 07.9
 CZ0344;SPC AZ C     -   587,490.87    872,635.80   iFT  0.99993413   +0 18 07.9
 CZ0344;UTM  12      - 3,608,532.623   466,600.885   MT  0.99961375   -0 11 30.7
 CZ0344
 CZ0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0344!SPC AZ C     -   0.99991770  x   0.99993413  =   0.99985183
 CZ0344!UTM  12      -   0.99991770  x   0.99961375  =   0.99953148
 CZ0344
 CZ0344                          SUPERSEDED SURVEY CONTROL
 CZ0344
 CZ0344  ELLIP H (06/11/02)  524.271  (m)                       GP(       ) 4 2
 CZ0344  NAD 83(1992)-  32 36 49.76354(N)    111 21 21.55521(W) AD(       ) 1
 CZ0344  ELLIP H (08/23/93)  524.336  (m)                       GP(       ) 4 2
 CZ0344  NAD 83(1986)-  32 36 49.75880(N)    111 21 21.55543(W) AD(       ) 1
 CZ0344  NGVD 29 (??/??/92)  553.664  (m)         1816.48   (f) ADJ UNCH    1 2
 CZ0344
 CZ0344.Superseded values are not recommended for survey control.
 CZ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0344.See file dsdata.txt to determine how the superseded data were derived.
 CZ0344
 CZ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6660108533(NAD 83)
 CZ0344_MARKER: DB = BENCH MARK DISK
 CZ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0344_STAMPING: Q 279 1948
 CZ0344_PROJECTION: PROJECTING 13 CENTIMETERS
 CZ0344_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0344+STABILITY: SURFACE MOTION
 CZ0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0344+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 CZ0344
 CZ0344  HISTORY     - Date     Condition        Report By
 CZ0344  HISTORY     - 1948     MONUMENTED       CGS
 CZ0344  HISTORY     - 1952     GOOD             NGS
 CZ0344  HISTORY     - 1960     GOOD             NGS
 CZ0344  HISTORY     - 1977     GOOD             USGS
 CZ0344  HISTORY     - 1980     GOOD             NGS
 CZ0344  HISTORY     - 1987     GOOD             NGS
 CZ0344  HISTORY     - 20040603 GOOD             NGS
 CZ0344
 CZ0344                          STATION DESCRIPTION
 CZ0344
 CZ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0344'3.1 MI NW FROM RED ROCK.
 CZ0344'3.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0344'STATION AT RED ROCK, 0.1 MILE SOUTHEAST OF RAILROAD BRIDGE 948.24, IN
 CZ0344'LINE WITH A TELEGRAPH LINE, 60.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 CZ0344'4.5 FEET NORTHWEST OF A TELEGRAPH POLE, 2.3 FEET SOUTHEAST OF A
 CZ0344'WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACKS, AND SET IN A
 CZ0344'CONCRETE POST PROJECTING 0.7 FOOT.
 CZ0344
 CZ0344                          STATION RECOVERY (1960)
 CZ0344
 CZ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0344'RECOVERED IN GOOD CONDITION.
 CZ0344
 CZ0344                          STATION RECOVERY (1977)
 CZ0344
 CZ0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0344'3.1 MI. NW ALONG FRONTAGE RD. FROM THE SP R.R. SIDING AT RED ROCK.
 CZ0344'0.1 MI SE OF R.R. BRIDGE 948.24, IN LINE WITH TELEGRAPH LINE, ABOUT
 CZ0344'200 FT. NE OF NORTH BOUND TRAFFIC LANE INTERSTATE HWY. 10, 60.5 FT.
 CZ0344'SW OF THE SW RAIL, 2.3 FT. SE OF A WITNESS POST, ABOUT 3 FT. LOWER
 CZ0344'THAN THE TRACKS. SET IN A CONC. POST PROJECTING 0.7 FT. A BRONZE DISK
 CZ0344'STAMPED Q 279 1948.
 CZ0344
 CZ0344                          STATION RECOVERY (1980)
 CZ0344
 CZ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0344'57.1 KILOMETERS (35.5 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0344'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ0344'SOUTHEAST OF RAILROAD BRIDGE 948.24, 86 PACES EAST OF AND ACROSS THE
 CZ0344'FRONTAGE ROAD FROM INTERSTATE HIGHWAY 10 MILE POST 223, 18.4 METERS
 CZ0344'(60 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 60.4 METERS (198 FEET)
 CZ0344'NORTHWEST OF THE NORTHEASTERN OF TWO WITNESS POSTS FOR A PETROLEUM
 CZ0344'PIPE LINE, 23.0 METERS (76 FEET) NORTHEAST OF THE CENTERLINE OF
 CZ0344'THE FRONTAGE ROAD AND 9.3 METERS (30.5 FEET) NORTH OF A TELEPHONE POLE
 CZ0344'IN THE NORTHEAST ROW OF POLES.
 CZ0344'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CZ0344'THE MARK IS 1.1 M BELOW THE TRACKS.
 CZ0344
 CZ0344                          STATION RECOVERY (1987)
 CZ0344
 CZ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0344'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0344'IN GOOD CONDITION.
 CZ0344'
 CZ0344'THE STATION IS LOCATED ABOUT 80.5 KM (50 MI)
 CZ0344'NORTHWEST OF TUCSON AND
 CZ0344'6.4 KM (4 MI) NORTHEAST OF PICACHO PEAK.
 CZ0344'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0344'
 CZ0344'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ0344'PICACHO PEAK ROAD WHICH IS ABOUT 9.7 KM (6 MI) NORTHWEST OF RED
 CZ0344'ROCK, GO NORTH FOR 0.2 KM (0.1 MI) ON PICACHO PEAK ROAD TO THE
 CZ0344'FRONTAGE ROAD.
 CZ0344'TURN RIGHT AND GO EAST FOR 5.2 KM (3.25 MI) ON THE FRONTAGE ROAD TO
 CZ0344'THE STATION ON THE LEFT, BETWEEN THE ROAD AND THE RAILROAD TRACKS.
 CZ0344'
 CZ0344'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0344'STAMPED---Q 279 1948---,
 CZ0344'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ0344'20 CM ON SIDE PROJECTING 13 CM ABOVE GROUND.  LOCATED
 CZ0344'23.3 METERS (76.44 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CZ0344'FRONTAGE ROAD,
 CZ0344'18.6 METERS (61.02 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE
 CZ0344'RAILROAD TRACKS,
 CZ0344'9.3 METERS (30.51 FT) NORTH FROM A TELEPHONE POLE AND
 CZ0344'1.0 METERS (3.28 FT) SOUTH FROM A METAL WITNESS POST.
 CZ0344'
 CZ0344'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0344'
 CZ0344'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0344'
 CZ0344'DESCRIBED BY S.E. RANDALL.
 CZ0344
 CZ0344                          STATION RECOVERY (2004)
 CZ0344
 CZ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0077 ***********************************************************************
 ET0077  DESIGNATION -  Q 28
 ET0077  PID         -  ET0077
 ET0077  STATE/COUNTY-  AZ/YAVAPAI
 ET0077  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0077
 ET0077                         *CURRENT SURVEY CONTROL
 ET0077  ___________________________________________________________________
 ET0077* NAD 83(1986)-  34 41 45.     (N)    112 10 05.     (W)     SCALED    
 ET0077* NAVD 88     -      1949.219  (meters)    6395.06   (feet)  POSTED    
 ET0077  ___________________________________________________________________
 ET0077  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 ET0077  DYNAMIC HT  -        1946.470 (meters)    6386.04  (feet)  COMP
 ET0077  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 ET0077
 ET0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0077
 ET0077.The horizontal coordinates were scaled from a topographic map and have
 ET0077.an estimated accuracy of +/- 6 seconds.
 ET0077
 ET0077.The orthometric height was determined by differential leveling
 ET0077.and adjusted in November 2005.
 ET0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0077.rate of 1.1 thru 2.0 mm/km.
 ET0077
 ET0077.The geoid height was determined by GEOID03.
 ET0077
 ET0077.The dynamic height is computed by dividing the NAVD 88
 ET0077.geopotential number by the normal gravity value computed on the
 ET0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0077.degrees latitude (g = 980.6199 gals.).
 ET0077
 ET0077.The modeled gravity was interpolated from observed gravity values.
 ET0077
 ET0077;                    North         East    Units  Estimated Accuracy
 ET0077;SPC AZ C     -   409,860.      190,330.      MT  (+/- 180 meters Scaled)
 ET0077
 ET0077                          SUPERSEDED SURVEY CONTROL
 ET0077
 ET0077  NGVD 29 (??/??/92) 1948.296  (m)         6392.03   (f) ADJ UNCH    1 2
 ET0077
 ET0077.Superseded values are not recommended for survey control.
 ET0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0077.See file dsdata.txt to determine how the superseded data were derived.
 ET0077
 ET0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD930399(NAD 83)
 ET0077_MARKER: DB = BENCH MARK DISK
 ET0077_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ET0077_SP_SET: UNSPECIFIED ROCK
 ET0077_STAMPING: 6392.034 Q 28 1933
 ET0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0077
 ET0077  HISTORY     - Date     Condition        Report By
 ET0077  HISTORY     - 1933     MONUMENTED       CGS
 ET0077  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0077
 ET0077                          STATION DESCRIPTION
 ET0077
 ET0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0077'9.8 MI SW FROM JEROME.
 ET0077'AT SIDE OF HIGHWAY, 2.0 MILES SOUTHWEST OF MINGUS MOUNTAIN GRADE
 ET0077'SUMMIT, SOUTH EAST SLOPE OF GULCH RUNNING INTO YEAGER CANYON FROM
 ET0077'NORTHWEST, SOUTH SIDE OF ROCKWORK WINGWALL TO HIGHWAY CULVERT, OUTSIDE
 ET0077'OF CURVE, 42 FEET NORTHWEST OF HIGHWAY CENTER-LINE, TOP OF ROCK
 ET0077'PAINTED WHITE B.M.
 ET0077
 ET0077                          STATION RECOVERY (1973)
 ET0077
 ET0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0709 ***********************************************************************
 ET0709  DESIGNATION -  Q 280
 ET0709  PID         -  ET0709
 ET0709  STATE/COUNTY-  AZ/LA PAZ
 ET0709  USGS QUAD   -  POWERLINE WELL (1990)
 ET0709
 ET0709                         *CURRENT SURVEY CONTROL
 ET0709  ___________________________________________________________________
 ET0709* NAD 83(1986)-  34 06 02.     (N)    113 54 02.     (W)     SCALED    
 ET0709* NAVD 88     -       489.47   (+/-2cm)    1605.9    (feet)  VERTCON   
 ET0709  ___________________________________________________________________
 ET0709  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ET0709  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0709
 ET0709.The horizontal coordinates were scaled from a topographic map and have
 ET0709.an estimated accuracy of +/- 6 seconds.
 ET0709
 ET0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0709.The vertical order pertains to the NGVD 29 superseded value.
 ET0709
 ET0709.The geoid height was determined by GEOID03.
 ET0709
 ET0709;                    North         East    Units  Estimated Accuracy
 ET0709;SPC AZ W     -   343,830.      199,470.      MT  (+/- 180 meters Scaled)
 ET0709
 ET0709                          SUPERSEDED SURVEY CONTROL
 ET0709
 ET0709  NGVD 29 (??/??/92)  488.808  (m)         1603.70   (f) ADJ UNCH    1 2
 ET0709
 ET0709.Superseded values are not recommended for survey control.
 ET0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0709.See file dsdata.txt to determine how the superseded data were derived.
 ET0709
 ET0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC324771(NAD 83)
 ET0709_MARKER: DB = BENCH MARK DISK
 ET0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0709_STAMPING: Q 280 1948
 ET0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0709+STABILITY: SURFACE MOTION
 ET0709
 ET0709  HISTORY     - Date     Condition        Report By
 ET0709  HISTORY     - 1948     MONUMENTED       CGS
 ET0709
 ET0709                          STATION DESCRIPTION
 ET0709
 ET0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0709'15.3 MI N FROM BOUSE.
 ET0709'15.3 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0709'BOUSE, 39 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.3 FEET
 ET0709'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE THE
 ET0709'SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 ET0709'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1201 ***********************************************************************
 DV1201  DESIGNATION -  Q 281
 DV1201  PID         -  DV1201
 DV1201  STATE/COUNTY-  AZ/LA PAZ
 DV1201  USGS QUAD   -  EAST OF UTTING (1990)
 DV1201
 DV1201                         *CURRENT SURVEY CONTROL
 DV1201  ___________________________________________________________________
 DV1201* NAD 83(1986)-  33 47 46.     (N)    113 49 39.     (W)     SCALED    
 DV1201* NAVD 88     -       375.59   (+/-2cm)    1232.2    (feet)  VERTCON   
 DV1201  ___________________________________________________________________
 DV1201  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1201  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1201
 DV1201.The horizontal coordinates were scaled from a topographic map and have
 DV1201.an estimated accuracy of +/- 6 seconds.
 DV1201
 DV1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1201.The vertical order pertains to the NGVD 29 superseded value.
 DV1201
 DV1201.The geoid height was determined by GEOID03.
 DV1201
 DV1201;                    North         East    Units  Estimated Accuracy
 DV1201;SPC AZ W     -   310,050.      206,180.      MT  (+/- 180 meters Scaled)
 DV1201
 DV1201                          SUPERSEDED SURVEY CONTROL
 DV1201
 DV1201  NGVD 29 (??/??/92)  374.925  (m)         1230.07   (f) ADJ UNCH    1 2
 DV1201
 DV1201.Superseded values are not recommended for survey control.
 DV1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1201.See file dsdata.txt to determine how the superseded data were derived.
 DV1201
 DV1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC382431(NAD 83)
 DV1201_MARKER: DB = BENCH MARK DISK
 DV1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1201_STAMPING: Q 281 1948
 DV1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1201+STABILITY: SURFACE MOTION
 DV1201
 DV1201  HISTORY     - Date     Condition        Report By
 DV1201  HISTORY     - 1948     MONUMENTED       CGS
 DV1201
 DV1201                          STATION DESCRIPTION
 DV1201
 DV1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1201'5.7 MI NW FROM VICKSBURG.
 DV1201'5.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1201'FROM THE STATION SIGNBOARD AT VICKSBURG, 41 FEET SOUTHWEST OF THE
 DV1201'CENTER LINE OF THE TRACK, 3.7 FEET SOUTHEAST OF MILEPOST 66, 2.9 FEET
 DV1201'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET BELOW THE
 DV1201'SURFACE OF THE TRACK.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DV1201'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0672 ***********************************************************************
 DU0672  DESIGNATION -  Q 282
 DU0672  PID         -  DU0672
 DU0672  STATE/COUNTY-  AZ/PINAL
 DU0672  USGS QUAD   -  SACATON NE (1978)
 DU0672
 DU0672                         *CURRENT SURVEY CONTROL
 DU0672  ___________________________________________________________________
 DU0672* NAD 83(2007)-  33 11 12.19376(N)    111 33 07.36946(W)     ADJUSTED  
 DU0672* NAVD 88     -       454.444  (meters)    1490.95   (feet)  ADJUSTED  
 DU0672  ___________________________________________________________________
 DU0672  EPOCH DATE  -        2007.00
 DU0672  X           -  -1,962,923.366 (meters)                     COMP
 DU0672  Y           -  -4,969,927.066 (meters)                     COMP
 DU0672  Z           -   3,471,540.376 (meters)                     COMP
 DU0672  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DU0672  ELLIP HEIGHT-         424.906 (meters)          (02/10/07) ADJUSTED
 DU0672  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU0672  DYNAMIC HT  -         453.896 (meters)    1489.16  (feet)  COMP
 DU0672
 DU0672  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0672  Type    PID    Designation                      North   East  Ellip
 DU0672  -------------------------------------------------------------------
 DU0672  NETWORK DU0672 Q 282                             0.43   0.35   1.14
 DU0672  -------------------------------------------------------------------
 DU0672  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 DU0672  OBS GRAVITY -     979,420.6   (mgal)                       GRAV_OBS
 DU0672
 DU0672  VERT ORDER  -  FIRST     CLASS II
 DU0672
 DU0672.The horizontal coordinates were established by GPS observations
 DU0672.and adjusted by the National Geodetic Survey in February 2007.
 DU0672
 DU0672.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0672.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0672.The horizontal coordinates are valid at the epoch date displayed above.
 DU0672.The epoch date for horizontal control is a decimal equivalence
 DU0672.of Year/Month/Day.
 DU0672
 DU0672.The orthometric height was determined by differential leveling
 DU0672.and adjusted in November 1993.
 DU0672
 DU0672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0672
 DU0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0672
 DU0672.The ellipsoidal height was determined by GPS observations
 DU0672.and is referenced to NAD 83.
 DU0672
 DU0672.The geoid height was determined by GEOID03.
 DU0672
 DU0672.The dynamic height is computed by dividing the NAVD 88
 DU0672.geopotential number by the normal gravity value computed on the
 DU0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0672.degrees latitude (g = 980.6199 gals.).
 DU0672
 DU0672.The modeled gravity was interpolated from observed gravity values.
 DU0672.The observed gravity was obtained from relative gravimeter ties
 DU0672.to the IGSN71 gravity network.
 DU0672
 DU0672;                    North         East     Units Scale Factor Converg.
 DU0672;SPC AZ C     -   242,517.133   247,359.611   MT  0.99991425   +0 11 58.5
 DU0672;SPC AZ C     -   795,659.89    811,547.28   iFT  0.99991425   +0 11 58.5
 DU0672;UTM  12      - 3,672,122.810   448,538.640   MT  0.99963265   -0 18 07.8
 DU0672
 DU0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0672!SPC AZ C     -   0.99993330  x   0.99991425  =   0.99984755
 DU0672!UTM  12      -   0.99993330  x   0.99963265  =   0.99956597
 DU0672
 DU0672                          SUPERSEDED SURVEY CONTROL
 DU0672
 DU0672  ELLIP H (01/27/00)  424.948  (m)                       GP(       ) 1 1
 DU0672  NAD 83(1986)-  33 11 12.18511(N)    111 33 07.36986(W) AD(       ) B
 DU0672  NAD 83(1992)-  33 11 12.19321(N)    111 33 07.36766(W) AD(       ) B
 DU0672  ELLIP H (09/30/92)  425.021  (m)                       GP(       ) 2 1
 DU0672  NAD 83(1986)-  33 11 12.18511(N)    111 33 07.36986(W) AD(       ) 1
 DU0672  NAVD 88 (01/27/00)  454.44   (m)         1490.9    (f) LEVELING    3  
 DU0672  NGVD 29 (??/??/92)  454.372  (m)         1490.72   (f) ADJ UNCH    1 2
 DU0672
 DU0672.Superseded values are not recommended for survey control.
 DU0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0672.See file dsdata.txt to determine how the superseded data were derived.
 DU0672
 DU0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4853972123(NAD 83)
 DU0672_MARKER: DU = BOUNDARY MARKER
 DU0672_SETTING: 0 = UNSPECIFIED SETTING
 DU0672_SP_SET: CONCRETE POST
 DU0672_STAMPING: Q 282 1948
 DU0672_MARK LOGO: CGS   
 DU0672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0672+STABILITY: SURFACE MOTION
 DU0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0672+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DU0672
 DU0672  HISTORY     - Date     Condition        Report By
 DU0672  HISTORY     - 1948     MONUMENTED       CGS
 DU0672  HISTORY     - 1967     GOOD             NGS
 DU0672  HISTORY     - 19840404 GOOD
 DU0672  HISTORY     - 19920110 GOOD             NGS
 DU0672  HISTORY     - 19920204 GOOD             NGS
 DU0672  HISTORY     - 19980916 GOOD             AZ-013
 DU0672  HISTORY     - 20000407 GOOD             MCDOT
 DU0672  HISTORY     - 20060907 GOOD             GEOCAC
 DU0672
 DU0672                          STATION DESCRIPTION
 DU0672
 DU0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0672'4.8 MI NW FROM MAGMA.
 DU0672'ABOUT 4.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0672'STATION SIGN AT MAGMA, IN S 8, T 3 S, R 8 E, 28 1/2 FEET SOUTHWEST OF
 DU0672'THE SOUTHWEST RAIL OF THE TRACKS, 37 FEET NORTHWEST OF MILEPOST 945,
 DU0672'30 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD WHICH PARALLELS
 DU0672'THE TRACKS, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 DU0672'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 DU0672'PROJECTING 6 INCHES.
 DU0672
 DU0672                          STATION RECOVERY (1984)
 DU0672
 DU0672'RECOVERED 1984
 DU0672'RECOVERED IN GOOD CONDITION.
 DU0672
 DU0672                          STATION RECOVERY (1992)
 DU0672
 DU0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0672'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0672'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0672'THENCE 9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0672'RAILROAD, 14.5 M (47.6 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF
 DU0672'A DIRT ROAD, 11.0 M (36.1 FT) NORTHWEST OF MILEPOST 945, 8.8 M (28.9
 DU0672'FT) SOUTHWEST OF THE NEAR RAIL, 8.6 M (28.2 FT) NORTH OF A UTILITY
 DU0672'POLE WITH A METER ATTACHED, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS
 DU0672'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 DU0672'SURFACE.
 DU0672
 DU0672                          STATION RECOVERY (1992)
 DU0672
 DU0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0672'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) NOTHEAST OF MAGMA, 7 KM
 DU0672'(4.3 MI) SOUTHEAST OF QUEEN CREEK, ALONG THE SOUTHERN PACIFIC
 DU0672'RAILROAD TRACK, AT MILE 945, 2.5 KM (1.6 MI) SOUTHEAST OF A TRACK
 DU0672'SIDING AT STOCK PENS, BETWEEN THE TRACK AND A DIRT ROAD.
 DU0672'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 DU0672'TO REACH THE STATION FROM THE QUEEN CREEK POST OFFICE, GO NORTH ON
 DU0672'ELLSWORTH ROAD FOR 0.16 KM (0.10 MI) TO A PAVED CROSSROAD.  TURN
 DU0672'RIGHT, EAST, ON OCOTILLO ROAD FOR 1.08 KM (0.67 MI) TO A SLANTED
 DU0672'PAVED CROSSROAD AT TRACKS. BEAR RIGHT, SOUTHEAST, ON RITTENHOUSE ROAD
 DU0672'FOR 4.86 KM (3.02 MI) TO END OF PAVEMENT AT RIGGS ROAD. CONTINUE
 DU0672'AHEAD FOR 2.64 KM (1.64 MI) TO AN OVERHEAD ELECTRIC WIRE AND THE
 DU0672'STATION ON THE LEFT.
 DU0672'THE STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 DU0672'PROJECTING 10-CM.  LOCATED 14.8 M (48.6 FT) NORTHEAST OF AND SLIGHTLY
 DU0672'HIGHER THAN THE ROAD CENTER, 11.2 M (36.7 FT) NORTHWEST OF A UTILITY
 DU0672'POLE WITH MILE MARKER 945, 8.9 M (29.2 FT) NORTH OF A UTILITY POLE
 DU0672'WITH METER AND PIPELINE WEATHER UNIY 53-16, 8.9 M (29.2 FT) SOUTHWEST
 DU0672'OF THE SOUTHWEST RAIL OF THE TRACK AND 0.4 M (1.3 FT) SOUTHEAST OF A
 DU0672'METAL WITNESS POST.
 DU0672
 DU0672                          STATION RECOVERY (1998)
 DU0672
 DU0672'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU0672'RECOVERED AS DESCRIBED.
 DU0672
 DU0672                          STATION RECOVERY (2000)
 DU0672
 DU0672'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 DU0672'RECOVERED AS DESCRIBED.
 DU0672
 DU0672                          STATION RECOVERY (2006)
 DU0672
 DU0672'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0222 ***********************************************************************
 DV0222  DESIGNATION -  Q 284
 DV0222  PID         -  DV0222
 DV0222  STATE/COUNTY-  AZ/MARICOPA
 DV0222  USGS QUAD   -  FOWLER (1982)
 DV0222
 DV0222                         *CURRENT SURVEY CONTROL
 DV0222  ___________________________________________________________________
 DV0222* NAD 83(1986)-  33 29 27.     (N)    112 07 48.     (W)     SCALED    
 DV0222* NAVD 88     -       340.49   (+/-2cm)    1117.1    (feet)  VERTCON   
 DV0222  ___________________________________________________________________
 DV0222  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0222
 DV0222.The horizontal coordinates were scaled from a topographic map and have
 DV0222.an estimated accuracy of +/- 6 seconds.
 DV0222
 DV0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0222.The vertical order pertains to the NGVD 29 superseded value.
 DV0222
 DV0222.The geoid height was determined by GEOID03.
 DV0222
 DV0222;                    North         East    Units  Estimated Accuracy
 DV0222;SPC AZ C     -   276,200.      193,540.      MT  (+/- 180 meters Scaled)
 DV0222
 DV0222                          SUPERSEDED SURVEY CONTROL
 DV0222
 DV0222  NGVD 29 (??/??/92)  339.885  (m)         1115.11   (f) ADJ UNCH    2 0
 DV0222
 DV0222.Superseded values are not recommended for survey control.
 DV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0222.See file dsdata.txt to determine how the superseded data were derived.
 DV0222
 DV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC950062(NAD 83)
 DV0222_MARKER: DB = BENCH MARK DISK
 DV0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0222_STAMPING: Q 284 1949
 DV0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0222+STABILITY: SURFACE MOTION
 DV0222
 DV0222  HISTORY     - Date     Condition        Report By
 DV0222  HISTORY     - 1949     MONUMENTED       CGS
 DV0222  HISTORY     - 1959     GOOD             NGS
 DV0222  HISTORY     - 1960     GOOD             NGS
 DV0222  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0222  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0222
 DV0222                          STATION DESCRIPTION
 DV0222
 DV0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0222'IN PHOENIX.
 DV0222'5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0222'THE UNION STATION AT PHOENIX, MARICOPA COUNTY, AT AIRHAVEN AIRPORT, 63
 DV0222'YARDS SOUTHWEST OF THE CENTERLINE OF THE BASE OF THE WIND TEE, AT THE
 DV0222'NORTHEAST SIDE OF THE MAIN HANGAR, 2.2 FEET NORTHWEST OF THE SOUTHEAST
 DV0222'CORNER, 1 FOOT NORTHEAST OF THE NORTHEAST WALL, AND 1.8 FEET SOUTHEAST
 DV0222'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DV0222'PROJECTING 6 INCHES ABOVE GROUND.
 DV0222
 DV0222                          STATION RECOVERY (1960)
 DV0222
 DV0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0222'RECOVERED IN GOOD CONDITION.
 DV0222
 DV0222                          STATION RECOVERY (2006)
 DV0222
 DV0222'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0222'MARK NOT FOUND.
 DV0222
 DV0222                          STATION RECOVERY (2007)
 DV0222
 DV0222'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0222'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0222'MARK. ALL REFERENCED LANDMARKS HAVE BEEN REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0603 ***********************************************************************
 DA0603  DESIGNATION -  Q 285
 DA0603  PID         -  DA0603
 DA0603  STATE/COUNTY-  AZ/MARICOPA
 DA0603  USGS QUAD   -  GILA BEND (1973)
 DA0603
 DA0603                         *CURRENT SURVEY CONTROL
 DA0603  ___________________________________________________________________
 DA0603* NAD 83(1986)-  32 57 03.     (N)    112 43 40.     (W)     SCALED    
 DA0603* NAVD 88     -       223.03   (+/-2cm)     731.7    (feet)  VERTCON   
 DA0603  ___________________________________________________________________
 DA0603  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0603  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0603
 DA0603.The horizontal coordinates were scaled from a topographic map and have
 DA0603.an estimated accuracy of +/- 6 seconds.
 DA0603
 DA0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0603.The vertical order pertains to the NGVD 29 superseded value.
 DA0603
 DA0603.The geoid height was determined by GEOID03.
 DA0603
 DA0603;                    North         East    Units  Estimated Accuracy
 DA0603;SPC AZ C     -   216,590.      137,520.      MT  (+/- 180 meters Scaled)
 DA0603
 DA0603                          SUPERSEDED SURVEY CONTROL
 DA0603
 DA0603  NGVD 29 (??/??/92)  222.458  (m)          729.85   (f) ADJ UNCH    1 2
 DA0603
 DA0603.Superseded values are not recommended for survey control.
 DA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0603.See file dsdata.txt to determine how the superseded data were derived.
 DA0603
 DA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB384471(NAD 83)
 DA0603_MARKER: DB = BENCH MARK DISK
 DA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0603_STAMPING: Q 285 1949
 DA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0603+STABILITY: SURFACE MOTION
 DA0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0603+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0603
 DA0603  HISTORY     - Date     Condition        Report By
 DA0603  HISTORY     - 1949     MONUMENTED       CGS
 DA0603  HISTORY     - 1952     GOOD             NGS
 DA0603  HISTORY     - 1973     MARK NOT FOUND   USGS
 DA0603  HISTORY     - 19941201 GOOD             USPSQD
 DA0603  HISTORY     - 20060219 GOOD             USPSQD
 DA0603  HISTORY     - 20070417 GOOD             GEOCAC
 DA0603
 DA0603                          STATION DESCRIPTION
 DA0603
 DA0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0603'0.8 MI NW FROM GILA BEND.
 DA0603'0.5 MILE WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA0603'COMPANY RAILROAD WATER TANK AT GILA BEND, THENCE 0.3 MILE NORTHWEST
 DA0603'ALONG A GRADED ROAD TO HUNTS AIRPORT, AT THE NORTHWEST END OF THE
 DA0603'NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY, 19 FEET SOUTHWEST OF
 DA0603'THE SOUTHWEST EDGE OF THE RUNWAY, 3 FEET NORTHWEST OF A WITNESS POST,
 DA0603'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0603'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0603
 DA0603                          STATION RECOVERY (1973)
 DA0603
 DA0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DA0603'MARK NOT FOUND.
 DA0603
 DA0603                          STATION RECOVERY (1994)
 DA0603
 DA0603'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0603'RECOVERED IN GOOD CONDITION.
 DA0603
 DA0603                          STATION RECOVERY (2006)
 DA0603
 DA0603'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0603'RECOVERED AS DESCRIBED. NO EVIDENCE OF AIRPORT OR RUNWAY.
 DA0603
 DA0603                          STATION RECOVERY (2007)
 DA0603
 DA0603'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0748 ***********************************************************************
 ET0748  DESIGNATION -  Q 286
 ET0748  PID         -  ET0748
 ET0748  STATE/COUNTY-  AZ/MOHAVE
 ET0748  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0748
 ET0748                         *CURRENT SURVEY CONTROL
 ET0748  ___________________________________________________________________
 ET0748* NAD 83(1986)-  34 31 17.     (N)    113 35 20.     (W)     SCALED    
 ET0748* NAVD 88     -       469.795  (meters)    1541.32   (feet)  POSTED    
 ET0748  ___________________________________________________________________
 ET0748  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ET0748  DYNAMIC HT  -         469.260 (meters)    1539.56  (feet)  COMP
 ET0748  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 ET0748
 ET0748  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0748
 ET0748.The horizontal coordinates were scaled from a topographic map and have
 ET0748.an estimated accuracy of +/- 6 seconds.
 ET0748
 ET0748.The orthometric height was determined by differential leveling
 ET0748.and adjusted in November 2005.
 ET0748.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0748.rate of 0.0 thru 1.0 mm/km.
 ET0748
 ET0748.The geoid height was determined by GEOID03.
 ET0748
 ET0748.The dynamic height is computed by dividing the NAVD 88
 ET0748.geopotential number by the normal gravity value computed on the
 ET0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0748.degrees latitude (g = 980.6199 gals.).
 ET0748
 ET0748.The modeled gravity was interpolated from observed gravity values.
 ET0748
 ET0748;                    North         East    Units  Estimated Accuracy
 ET0748;SPC AZ W     -   390,510.      228,150.      MT  (+/- 180 meters Scaled)
 ET0748
 ET0748                          SUPERSEDED SURVEY CONTROL
 ET0748
 ET0748  NGVD 29 (??/??/92)  469.101  (m)         1539.04   (f) ADJ UNCH    1 2
 ET0748
 ET0748.Superseded values are not recommended for survey control.
 ET0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0748.See file dsdata.txt to determine how the superseded data were derived.
 ET0748
 ET0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD623230(NAD 83)
 ET0748_MARKER: DB = BENCH MARK DISK
 ET0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0748_STAMPING: Q 286 1950
 ET0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0748+STABILITY: SURFACE MOTION
 ET0748
 ET0748  HISTORY     - Date     Condition        Report By
 ET0748  HISTORY     - 1950     MONUMENTED       CGS
 ET0748  HISTORY     - 20010122 MARK NOT FOUND   AZ-015
 ET0748
 ET0748                          STATION DESCRIPTION
 ET0748
 ET0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0748'4.8 MI NE FROM SIGNAL.
 ET0748'4.8 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0748'INTERSECTION AT SIGNAL, 0.6 MILE NORTHEAST OF THE JUNCTION OF A TRACK
 ET0748'ROAD LEADING EAST, 0.45 MILE NORTHEAST OF THE JUNCTION OF A PRIVATE
 ET0748'DRIVE LEADING NORTHWEST TO A RANCHHOUSE, 249 FEET SOUTHEAST OF AND
 ET0748'ACROSS THE ROAD FROM A 10-INCH PALO VERDE TREE, 21 FEET EAST OF THE
 ET0748'CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A WITNESS POST, ABOUT 1
 ET0748'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 ET0748'WITH THE GROUND.
 ET0748
 ET0748                          STATION RECOVERY (2001)
 ET0748
 ET0748'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0614 ***********************************************************************
 ET0614  DESIGNATION -  Q 287
 ET0614  PID         -  ET0614
 ET0614  STATE/COUNTY-  AZ/MOHAVE
 ET0614  USGS QUAD   -  KAISER SPRING (1980)
 ET0614
 ET0614                         *CURRENT SURVEY CONTROL
 ET0614  ___________________________________________________________________
 ET0614* NAD 83(1986)-  34 36 55.     (N)    113 25 18.     (W)     SCALED    
 ET0614* NAVD 88     -       974.487  (meters)    3197.13   (feet)  POSTED    
 ET0614  ___________________________________________________________________
 ET0614  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 ET0614  DYNAMIC HT  -         973.280 (meters)    3193.17  (feet)  COMP
 ET0614  MODELED GRAV-     979,360.0   (mgal)                       NAVD 88
 ET0614
 ET0614  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0614
 ET0614.The horizontal coordinates were scaled from a topographic map and have
 ET0614.an estimated accuracy of +/- 6 seconds.
 ET0614
 ET0614.The orthometric height was determined by differential leveling
 ET0614.and adjusted in November 2005.
 ET0614.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0614.rate of 2.1 thru 3.0 mm/km.
 ET0614
 ET0614.The geoid height was determined by GEOID03.
 ET0614
 ET0614.The dynamic height is computed by dividing the NAVD 88
 ET0614.geopotential number by the normal gravity value computed on the
 ET0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0614.degrees latitude (g = 980.6199 gals.).
 ET0614
 ET0614.The modeled gravity was interpolated from observed gravity values.
 ET0614
 ET0614;                    North         East    Units  Estimated Accuracy
 ET0614;SPC AZ W     -   400,960.      243,470.      MT  (+/- 180 meters Scaled)
 ET0614
 ET0614                          SUPERSEDED SURVEY CONTROL
 ET0614
 ET0614  NGVD 29 (??/??/92)  973.730  (m)         3194.65   (f) ADJ UNCH    1 2
 ET0614
 ET0614.Superseded values are not recommended for survey control.
 ET0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0614.See file dsdata.txt to determine how the superseded data were derived.
 ET0614
 ET0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD779330(NAD 83)
 ET0614_MARKER: DB = BENCH MARK DISK
 ET0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0614_STAMPING: Q 287 1950
 ET0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0614+STABILITY: SURFACE MOTION
 ET0614
 ET0614  HISTORY     - Date     Condition        Report By
 ET0614  HISTORY     - 1950     MONUMENTED       CGS
 ET0614  HISTORY     - 1975     GOOD             USGS
 ET0614
 ET0614                          STATION DESCRIPTION
 ET0614
 ET0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0614'17.3 MI SE FROM WIKIEUP.
 ET0614'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0614'WIKIEUP, THENCE 9.9 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.55
 ET0614'MILE WEST OF A CATTLE GUARD, AT THE NORTHWEST END OF AND ON THE
 ET0614'OUTSIDE OF A U CURVE, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ET0614'ROAD, 4 1/2 FEET NORTH OF THE BASE OF A GNARLED JUNIPER TREE, 2.4 FEET
 ET0614'EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET
 ET0614'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0614
 ET0614                          STATION RECOVERY (1975)
 ET0614
 ET0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0614'WIKIEUP POST OFFICE, 8 MI S. OF, ALONG STATE HWY. 93, THENCE 6.9 MI
 ET0614'E. ALONG COUNTY RD. TO BM ON LEFT. 119 FT N. OF RD., 23 FT SW. OF
 ET0614'CENTERLINE OF ABANDONED RD., 4.5 FT N. OF BASE OF GNARLED JUNIPER
 ET0614'TREE, 2.4 FT E. OF WITNESS POST, ABOUT 1.5 FT LOWER THAN RD. SET IN
 ET0614'CONCRETE POST FLUSH WITH GROUND. NGS TABLET STAMPED Q 287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0443 ***********************************************************************
 ET0443  DESIGNATION -  Q 288
 ET0443  PID         -  ET0443
 ET0443  STATE/COUNTY-  AZ/YAVAPAI
 ET0443  USGS QUAD   -  SKULL VALLEY (1979)
 ET0443
 ET0443                         *CURRENT SURVEY CONTROL
 ET0443  ___________________________________________________________________
 ET0443* NAD 83(1986)-  34 31 17.     (N)    112 40 45.     (W)     SCALED    
 ET0443* NAVD 88     -      1329.663  (meters)    4362.40   (feet)  POSTED    
 ET0443  ___________________________________________________________________
 ET0443  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 ET0443  DYNAMIC HT  -        1327.900 (meters)    4356.62  (feet)  COMP
 ET0443  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 ET0443
 ET0443  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0443
 ET0443.The horizontal coordinates were scaled from a topographic map and have
 ET0443.an estimated accuracy of +/- 6 seconds.
 ET0443
 ET0443.The orthometric height was determined by differential leveling
 ET0443.and adjusted in November 2005.
 ET0443.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0443.rate of 1.1 thru 2.0 mm/km.
 ET0443
 ET0443.The geoid height was determined by GEOID03.
 ET0443
 ET0443.The dynamic height is computed by dividing the NAVD 88
 ET0443.geopotential number by the normal gravity value computed on the
 ET0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0443.degrees latitude (g = 980.6199 gals.).
 ET0443
 ET0443.The modeled gravity was interpolated from observed gravity values.
 ET0443
 ET0443;                    North         East    Units  Estimated Accuracy
 ET0443;SPC AZ C     -   390,750.      143,360.      MT  (+/- 180 meters Scaled)
 ET0443
 ET0443                          SUPERSEDED SURVEY CONTROL
 ET0443
 ET0443  NGVD 29 (??/??/92) 1328.855  (m)         4359.75   (f) ADJ UNCH    1 2
 ET0443
 ET0443.Superseded values are not recommended for survey control.
 ET0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0443.See file dsdata.txt to determine how the superseded data were derived.
 ET0443
 ET0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD458212(NAD 83)
 ET0443_MARKER: DB = BENCH MARK DISK
 ET0443_SETTING: 0 = UNSPECIFIED SETTING
 ET0443_STAMPING: Q 288
 ET0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0443
 ET0443  HISTORY     - Date     Condition        Report By
 ET0443  HISTORY     - UNK      MONUMENTED       CGS
 ET0443  HISTORY     - 1974     GOOD             USGS
 ET0443
 ET0443                          STATION DESCRIPTION
 ET0443
 ET0443'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0443'1.8 MI N FROM SKULL VALLEY.
 ET0443'1.8 MI. NORTH ALONG THE AT AND SF RR FROM THE STATION AT SKULL VALLEY.
 ET0443'THE PO AT SKULL VALLEY GO NORTH (ON THE WEST SIDE OF THE RR TRACK)
 ET0443'ALONG THE RR ABOUT 0.4 MI. TO A WASH, GO RIGHT UNDER THE RR TRACKS
 ET0443'THEN LEFT (ON THE EAST SIDE OF THE TRACKS), NORTH ON THE GRADED RD.
 ET0443'0.85 MI. (RD GOES UP ONTO THE OLD RR GRADE) BM IS 95 FT. EAST OF THE
 ET0443'CENTER LINE OF THE RD., 1.0 FT. WEST OF THE FENCE IN A RATHER OPEN
 ET0443'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0418 ***********************************************************************
 GR0418  DESIGNATION -  Q 289
 GR0418  PID         -  GR0418
 GR0418  STATE/COUNTY-  AZ/MOHAVE
 GR0418  USGS QUAD   -  BONELLI BAY (1983)
 GR0418
 GR0418                         *CURRENT SURVEY CONTROL
 GR0418  ___________________________________________________________________
 GR0418* NAD 83(1986)-  36 03 07.     (N)    114 27 39.     (W)     SCALED    
 GR0418* NAVD 88     -       372.251  (meters)    1221.29   (feet)  POSTED    
 GR0418  ___________________________________________________________________
 GR0418  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR0418  DYNAMIC HT  -         371.890 (meters)    1220.11  (feet)  COMP
 GR0418  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 GR0418
 GR0418  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0418
 GR0418.The horizontal coordinates were scaled from a topographic map and have
 GR0418.an estimated accuracy of +/- 6 seconds.
 GR0418
 GR0418.The orthometric height was determined by differential leveling
 GR0418.and adjusted by the  in 1992.
 GR0418.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0418.was located on a no-check spur therefore a value was not computed.
 GR0418.No vertical observational check was made to the station.
 GR0418
 GR0418.The geoid height was determined by GEOID03.
 GR0418
 GR0418.The dynamic height is computed by dividing the NAVD 88
 GR0418.geopotential number by the normal gravity value computed on the
 GR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0418.degrees latitude (g = 980.6199 gals.).
 GR0418
 GR0418.The modeled gravity was interpolated from observed gravity values.
 GR0418
 GR0418;                    North         East    Units  Estimated Accuracy
 GR0418;SPC AZ W     -   560,530.      149,310.      MT  (+/- 180 meters Scaled)
 GR0418
 GR0418                          SUPERSEDED SURVEY CONTROL
 GR0418
 GR0418  NGVD 29 (??/??/92)  371.538  (m)         1218.95   (f) ADJ UNCH    1 2
 GR0418
 GR0418.Superseded values are not recommended for survey control.
 GR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0418.See file dsdata.txt to determine how the superseded data were derived.
 GR0418
 GR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV287926(NAD 83)
 GR0418_MARKER: DB = BENCH MARK DISK
 GR0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0418_STAMPING: Q 289 1950
 GR0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0418
 GR0418  HISTORY     - Date     Condition        Report By
 GR0418  HISTORY     - 1950     MONUMENTED       CGS
 GR0418  HISTORY     - 1963     GOOD             NGS
 GR0418
 GR0418                          STATION DESCRIPTION
 GR0418
 GR0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0418'IN MOUTH OF DETRITAL WASH.
 GR0418'AT THE MOUTH OF DETRITAL WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE
 GR0418'EAST EDGE OF THE WASH, ON THE TOP OF THE NORTHWEST END OF A RIDGE
 GR0418'BETWEEN TWO DEEP RAVINES, 197.8 FEET SOUTHEAST OF B.M.P 289, 6.2 FEET
 GR0418'SOUTHWEST OF A WITNESS POST, ABOUT 55 FEET HIGHER THAN THE BED OF THE
 GR0418'WASH, AND WELDED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 GR0418'FOOT ABOVE THE GROUND.
 GR0418
 GR0418                          STATION RECOVERY (1963)
 GR0418
 GR0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0328 ***********************************************************************
 ES0328  DESIGNATION -  Q 29
 ES0328  PID         -  ES0328
 ES0328  STATE/COUNTY-  AZ/GILA
 ES0328  USGS QUAD   -  STRAWBERRY (1967)
 ES0328
 ES0328                         *CURRENT SURVEY CONTROL
 ES0328  ___________________________________________________________________
 ES0328* NAD 83(1986)-  34 24 15.     (N)    111 33 38.     (W)     SCALED    
 ES0328* NAVD 88     -      1767.608  (meters)    5799.23   (feet)  ADJUSTED  
 ES0328  ___________________________________________________________________
 ES0328  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 ES0328  DYNAMIC HT  -        1765.129 (meters)    5791.09  (feet)  COMP
 ES0328  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 ES0328
 ES0328  VERT ORDER  -  FIRST     CLASS II
 ES0328
 ES0328.The horizontal coordinates were scaled from a topographic map and have
 ES0328.an estimated accuracy of +/- 6 seconds.
 ES0328
 ES0328.The orthometric height was determined by differential leveling
 ES0328.and adjusted in June 1991.
 ES0328.WARNING-Repeat measurements at this control monument indicate possible
 ES0328.vertical movement.
 ES0328
 ES0328.The geoid height was determined by GEOID03.
 ES0328
 ES0328.The dynamic height is computed by dividing the NAVD 88
 ES0328.geopotential number by the normal gravity value computed on the
 ES0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0328.degrees latitude (g = 980.6199 gals.).
 ES0328
 ES0328.The modeled gravity was interpolated from observed gravity values.
 ES0328
 ES0328;                    North         East    Units  Estimated Accuracy
 ES0328;SPC AZ E     -   378,360.       85,210.      MT  (+/- 180 meters Scaled)
 ES0328
 ES0328                          SUPERSEDED SURVEY CONTROL
 ES0328
 ES0328  NGVD 29 (??/??/92) 1766.778  (m)         5796.50   (f) ADJ UNCH    1 2
 ES0328
 ES0328.Superseded values are not recommended for survey control.
 ES0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0328.See file dsdata.txt to determine how the superseded data were derived.
 ES0328
 ES0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD484071(NAD 83)
 ES0328_MARKER: DB = BENCH MARK DISK
 ES0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0328_MARK LOGO: CGS   
 ES0328_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0328+STABILITY: SURFACE MOTION
 ES0328
 ES0328  HISTORY     - Date     Condition        Report By
 ES0328  HISTORY     - UNK      MONUMENTED       CGS
 ES0328  HISTORY     - 1933     GOOD             NGS
 ES0328  HISTORY     - 1982     GOOD             NGS
 ES0328
 ES0328                          STATION DESCRIPTION
 ES0328
 ES0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0328'7.4 MI NW FROM PINE.
 ES0328'CONCRETE POST, AT SIDE OF HIGHWAY, 0.4 MILES WEST OF NATIONAL FOREST
 ES0328'BOUNDARY (SEC. COR. 19, 24, 25, AND 30), 0.3 MILES WEST OF SUMMIT OF
 ES0328'GRADE LEADING UP FROM FOSSIL CREEK, OUTSIDE OF CURVE, 50 FEET
 ES0328'SOUTHWEST OF HIGHWAY CENTER-LINE.
 ES0328
 ES0328                          STATION RECOVERY (1982)
 ES0328
 ES0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0328'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0328'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0328'IN PINE, THENCE 6.9 KM (4.3 MI) WEST ALONG FOSSIL CREEK ROAD, ALONG
 ES0328'THE FENCE LINE ON THE OUTSIDE OF A CURVE, 0.3 KM (0.2 MI) WEST OF THE
 ES0328'SUMMIT OF THE GRADE LEADING UP FROM FOSSIL CREEK, 15.2 METERS (50 FT)
 ES0328'SOUTH OF THE ROAD CENTERLINE, 0.9 METER (3 FT) NORTH OF THE FENCE
 ES0328'LINE.
 ES0328'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 ES0328'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0576 ***********************************************************************
 ET0576  DESIGNATION -  Q 290
 ET0576  PID         -  ET0576
 ET0576  STATE/COUNTY-  AZ/YAVAPAI
 ET0576  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0576
 ET0576                         *CURRENT SURVEY CONTROL
 ET0576  ___________________________________________________________________
 ET0576* NAD 83(1986)-  34 30 40.     (N)    113 04 39.     (W)     SCALED    
 ET0576* NAVD 88     -       796.393  (meters)    2612.83   (feet)  POSTED    
 ET0576  ___________________________________________________________________
 ET0576  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 ET0576  DYNAMIC HT  -         795.440 (meters)    2609.71  (feet)  COMP
 ET0576  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 ET0576
 ET0576  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0576
 ET0576.The horizontal coordinates were scaled from a topographic map and have
 ET0576.an estimated accuracy of +/- 6 seconds.
 ET0576
 ET0576.The orthometric height was determined by differential leveling
 ET0576.and adjusted in November 2005.
 ET0576.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0576.rate of 0.0 thru 1.0 mm/km.
 ET0576
 ET0576.The geoid height was determined by GEOID03.
 ET0576
 ET0576.The dynamic height is computed by dividing the NAVD 88
 ET0576.geopotential number by the normal gravity value computed on the
 ET0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0576.degrees latitude (g = 980.6199 gals.).
 ET0576
 ET0576.The modeled gravity was interpolated from observed gravity values.
 ET0576
 ET0576;                    North         East    Units  Estimated Accuracy
 ET0576;SPC AZ C     -   389,960.      106,770.      MT  (+/- 180 meters Scaled)
 ET0576
 ET0576                          SUPERSEDED SURVEY CONTROL
 ET0576
 ET0576  NGVD 29 (??/??/92)  795.680  (m)         2610.49   (f) ADJ UNCH    1 2
 ET0576
 ET0576.Superseded values are not recommended for survey control.
 ET0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0576.See file dsdata.txt to determine how the superseded data were derived.
 ET0576
 ET0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD092207(NAD 83)
 ET0576_MARKER: DB = BENCH MARK DISK
 ET0576_SETTING: 66 = SET IN ROCK OUTCROP
 ET0576_SP_SET: GRANITE OUTCROP
 ET0576_STAMPING: Q 290 1950
 ET0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0576+STABILITY: POSITION/ELEVATION WELL
 ET0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0576+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0576
 ET0576  HISTORY     - Date     Condition        Report By
 ET0576  HISTORY     - 1950     MONUMENTED       CGS
 ET0576  HISTORY     - 20080803 GOOD             GEOCAC
 ET0576
 ET0576                          STATION DESCRIPTION
 ET0576
 ET0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0576'10.8 MI SE FROM BAGDAD.
 ET0576'10.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST
 ET0576'OFFICE AT BAGDAD, AT THE NORTH END OF A LONG DIRT CUT AND A LONG
 ET0576'CURVE, NEAR THE NORTH END OF A ROCKY RIDGE, IN THE TOP OF A GRANITE
 ET0576'OUTCROP, 67 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 ET0576'SOUTHWEST OF A 6-INCH PALO VERDE TREE, ABOUT 6 FEET HIGHER THAN THE
 ET0576'HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0576
 ET0576                          STATION RECOVERY (2008)
 ET0576
 ET0576'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0576'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0576'30.695' W113 04.641'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0554 ***********************************************************************
 CZ0554  DESIGNATION -  Q 291
 CZ0554  PID         -  CZ0554
 CZ0554  STATE/COUNTY-  AZ/PIMA
 CZ0554  USGS QUAD   -  JAYNES (1992)
 CZ0554
 CZ0554                         *CURRENT SURVEY CONTROL
 CZ0554  ___________________________________________________________________
 CZ0554* NAD 83(1986)-  32 18 31.     (N)    111 02 26.     (W)     SCALED    
 CZ0554* NAVD 88     -       680.389  (meters)    2232.24   (feet)  ADJUSTED  
 CZ0554  ___________________________________________________________________
 CZ0554  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ0554  DYNAMIC HT  -         679.465 (meters)    2229.21  (feet)  COMP
 CZ0554  MODELED GRAV-     979,259.8   (mgal)                       NAVD 88
 CZ0554
 CZ0554  VERT ORDER  -  FIRST     CLASS II
 CZ0554
 CZ0554.The horizontal coordinates were scaled from a topographic map and have
 CZ0554.an estimated accuracy of +/- 6 seconds.
 CZ0554
 CZ0554.The orthometric height was determined by differential leveling
 CZ0554.and adjusted in June 1991.
 CZ0554
 CZ0554.The geoid height was determined by GEOID03.
 CZ0554
 CZ0554.The dynamic height is computed by dividing the NAVD 88
 CZ0554.geopotential number by the normal gravity value computed on the
 CZ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0554.degrees latitude (g = 980.6199 gals.).
 CZ0554
 CZ0554.The modeled gravity was interpolated from observed gravity values.
 CZ0554
 CZ0554;                    North         East    Units  Estimated Accuracy
 CZ0554;SPC AZ C     -   145,420.      295,860.      MT  (+/- 180 meters Scaled)
 CZ0554
 CZ0554                          SUPERSEDED SURVEY CONTROL
 CZ0554
 CZ0554  NGVD 29 (??/??/92)  679.727  (m)         2230.07   (f) ADJ UNCH    1 2
 CZ0554
 CZ0554.Superseded values are not recommended for survey control.
 CZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0554.See file dsdata.txt to determine how the superseded data were derived.
 CZ0554
 CZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA961746(NAD 83)
 CZ0554_MARKER: DB = BENCH MARK DISK
 CZ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0554_STAMPING: Q 291 1951
 CZ0554_PROJECTION: PROJECTING 20 CENTIMETERS
 CZ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0554+STABILITY: SURFACE MOTION
 CZ0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0554+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0554
 CZ0554  HISTORY     - Date     Condition        Report By
 CZ0554  HISTORY     - 1951     MONUMENTED       CGS
 CZ0554  HISTORY     - 1960     GOOD             NGS
 CZ0554  HISTORY     - 1980     GOOD             NGS
 CZ0554  HISTORY     - 19960522 GOOD             USPSQD
 CZ0554  HISTORY     - 20060316 GOOD             USPSQD
 CZ0554
 CZ0554                          STATION DESCRIPTION
 CZ0554
 CZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0554'0.8 MI NW FROM JAYNES.
 CZ0554'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0554'RAILROAD FROM THE RAILROAD STATION AT JAYNES, 0.5 MILE SOUTHEAST OF
 CZ0554'RILLITO CREEK, AT THE T JUNCTION OF THE HIGHWAY WITH A GRAVEL ROAD
 CZ0554'LEADING TO SUNSET DAIRY FARMS, 90 FEET NORTHEAST OF THE HIGHWAY
 CZ0554'CENTERLINE, 49.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.8 FEET
 CZ0554'SOUTHEAST OF A TELEGRAPH POLE, 2.0 FEET NORTHWEST OF A WITNESS POST,
 CZ0554'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND, AND
 CZ0554'ABOUT 1 FOOT LOWER THAN THE RAILROAD TRACKS.
 CZ0554
 CZ0554                          STATION RECOVERY (1960)
 CZ0554
 CZ0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0554'RECOVERED IN GOOD CONDITION.
 CZ0554
 CZ0554                          STATION RECOVERY (1980)
 CZ0554
 CZ0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0554'11.9 KILOMETERS (7.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0554'RAILROAD FROM THE STATION AT TUCSON, 2.0 KILOMETERS (1.25 MILES)
 CZ0554'NORTHWEST OF THE CROSSING OF RUTHRAUFF ROAD, 0.1 KILOMETER (0.05 MILE)
 CZ0554'SOUTHEAST OF SUNSET ROAD, 15.2 METERS (49.8 FEET) SOUTHWEST OF THE
 CZ0554'SOUTHWEST RAIL, 31.7 METERS (104 FEET) NORTHEAST OF THE CENTERLINE
 CZ0554'OF THE FRONTAGE ROAD, 10.6 METERS (34.6 FEET) EAST OF THE EAST EDGE
 CZ0554'OF A 0.6 METER STEEL PIPE BILLBOARD AND 1.9 METERS (6.2 FEET)
 CZ0554'SOUTHEAST OF A TELEGRAPH POLE.
 CZ0554'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CZ0554'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 CZ0554
 CZ0554                          STATION RECOVERY (1996)
 CZ0554
 CZ0554'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0554'RECOVERED IN GOOD CONDITION.
 CZ0554
 CZ0554                          STATION RECOVERY (2006)
 CZ0554
 CZ0554'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0554'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0764 ***********************************************************************
 CZ0764  DESIGNATION -  Q 292
 CZ0764  PID         -  CZ0764
 CZ0764  STATE/COUNTY-  AZ/PIMA
 CZ0764  USGS QUAD   -  JAYNES (1992)
 CZ0764
 CZ0764                         *CURRENT SURVEY CONTROL
 CZ0764  ___________________________________________________________________
 CZ0764* NAD 83(1986)-  32 20 16.     (N)    111 05 01.     (W)     SCALED    
 CZ0764* NAVD 88     -       660.88   (+/-2cm)    2168.2    (feet)  VERTCON   
 CZ0764  ___________________________________________________________________
 CZ0764  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0764
 CZ0764.The horizontal coordinates were scaled from a topographic map and have
 CZ0764.an estimated accuracy of +/- 6 seconds.
 CZ0764
 CZ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0764.The vertical order pertains to the NGVD 29 superseded value.
 CZ0764
 CZ0764.The geoid height was determined by GEOID03.
 CZ0764
 CZ0764;                    North         East    Units  Estimated Accuracy
 CZ0764;SPC AZ C     -   148,620.      291,780.      MT  (+/- 180 meters Scaled)
 CZ0764
 CZ0764                          SUPERSEDED SURVEY CONTROL
 CZ0764
 CZ0764  NGVD 29 (??/??/92)  660.222  (m)         2166.08   (f) ADJ UNCH    2 0
 CZ0764
 CZ0764.Superseded values are not recommended for survey control.
 CZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0764.See file dsdata.txt to determine how the superseded data were derived.
 CZ0764
 CZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA921778(NAD 83)
 CZ0764_MARKER: DB = BENCH MARK DISK
 CZ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0764_STAMPING: Q 292 1951
 CZ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0764+STABILITY: SURFACE MOTION
 CZ0764
 CZ0764  HISTORY     - Date     Condition        Report By
 CZ0764  HISTORY     - 1951     MONUMENTED       CGS
 CZ0764  HISTORY     - 1957     MARK NOT FOUND   USGS
 CZ0764
 CZ0764                          STATION DESCRIPTION
 CZ0764
 CZ0764'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CZ0764'2.2 MI S FROM CORTARO.
 CZ0764'2.2 MILES SOUTH OF CORTARO, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0764'REACHED FROM THE POST OFFICE AND STORE BY GOING 0.9 MILE SOUTHWEST
 CZ0764'ALONG CORTARO ROAD, THENCE 1 MILE SOUTHEAST ALONG THE SILVERBELL ROAD,
 CZ0764'AND THENCE 0.3 MILE EAST ALONG THE SOUTH SIDE OF SILVERBELL LANDING
 CZ0764'STRIP.  IT IS 1/2 MILE SOUTHWEST OF SANTA CRUZ RIVER, AT SILVERBELL
 CZ0764'LANDING STRIP, AT THE SOUTHWEST END OF THE NORTHWEST AND SOUTHEAST
 CZ0764'RUNWAY, IN LINE WITH THE SOUTHWEST EDGE OF THE RUNWAY, 92 FEET
 CZ0764'NORTHWEST OF THE CENTERLINE OF THE RUNWAY, AND 2.3 FEET NORTHEAST OF A
 CZ0764'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 292 1951 AND
 CZ0764'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0599 ***********************************************************************
 CZ0599  DESIGNATION -  Q 295
 CZ0599  PID         -  CZ0599
 CZ0599  STATE/COUNTY-  AZ/PIMA
 CZ0599  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0599
 CZ0599                         *CURRENT SURVEY CONTROL
 CZ0599  ___________________________________________________________________
 CZ0599* NAD 83(1986)-  32 26 40.     (N)    111 25 50.     (W)     SCALED    
 CZ0599* NAVD 88     -       661.68   (+/-2cm)    2170.9    (feet)  VERTCON   
 CZ0599  ___________________________________________________________________
 CZ0599  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0599
 CZ0599.The horizontal coordinates were scaled from a topographic map and have
 CZ0599.an estimated accuracy of +/- 6 seconds.
 CZ0599
 CZ0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0599.The vertical order pertains to the NGVD 29 superseded value.
 CZ0599
 CZ0599.The geoid height was determined by GEOID03.
 CZ0599
 CZ0599;                    North         East    Units  Estimated Accuracy
 CZ0599;SPC AZ C     -   160,250.      259,070.      MT  (+/- 180 meters Scaled)
 CZ0599
 CZ0599                          SUPERSEDED SURVEY CONTROL
 CZ0599
 CZ0599  NGVD 29 (??/??/92)  661.135  (m)         2169.07   (f) ADJ UNCH    2 0
 CZ0599
 CZ0599.Superseded values are not recommended for survey control.
 CZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0599.See file dsdata.txt to determine how the superseded data were derived.
 CZ0599
 CZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA595897(NAD 83)
 CZ0599_MARKER: DB = BENCH MARK DISK
 CZ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0599_STAMPING: Q 295 1951
 CZ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0599+STABILITY: SURFACE MOTION
 CZ0599
 CZ0599  HISTORY     - Date     Condition        Report By
 CZ0599  HISTORY     - 1951     MONUMENTED       CGS
 CZ0599
 CZ0599                          STATION DESCRIPTION
 CZ0599
 CZ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0599'12.9 MI NE FROM SILVER BELL.
 CZ0599'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0599'BELL, THENCE 6 MILES SOUTHEAST ALONG SILVER BELL ROAD, 107 FEET
 CZ0599'NORTHEAST OF THE CENTER OF A Y JUNCTION OF A ROAD LEADING SOUTHWEST TO
 CZ0599'CLAFLIN RANCH, 52 1/2 FEET NORTH OF THE CENTER LINE OF SILVER BELL
 CZ0599'ROAD, 2.3 FEET WEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN
 CZ0599'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0599'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0676 ***********************************************************************
 CZ0676  DESIGNATION -  Q 296
 CZ0676  PID         -  CZ0676
 CZ0676  STATE/COUNTY-  AZ/PIMA
 CZ0676  USGS QUAD   -  LA TORTUGA BUTTE (1979)
 CZ0676
 CZ0676                         *CURRENT SURVEY CONTROL
 CZ0676  ___________________________________________________________________
 CZ0676* NAD 83(1986)-  32 14 57.     (N)    111 23 04.     (W)     SCALED    
 CZ0676* NAVD 88     -       697.19   (+/-2cm)    2287.4    (feet)  VERTCON   
 CZ0676  ___________________________________________________________________
 CZ0676  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0676
 CZ0676.The horizontal coordinates were scaled from a topographic map and have
 CZ0676.an estimated accuracy of +/- 6 seconds.
 CZ0676
 CZ0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0676.The vertical order pertains to the NGVD 29 superseded value.
 CZ0676
 CZ0676.The geoid height was determined by GEOID03.
 CZ0676
 CZ0676;                    North         East    Units  Estimated Accuracy
 CZ0676;SPC AZ C     -   138,620.      263,510.      MT  (+/- 180 meters Scaled)
 CZ0676
 CZ0676                          SUPERSEDED SURVEY CONTROL
 CZ0676
 CZ0676  NGVD 29 (??/??/92)  696.569  (m)         2285.33   (f) ADJ UNCH    2 0
 CZ0676
 CZ0676.Superseded values are not recommended for survey control.
 CZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0676.See file dsdata.txt to determine how the superseded data were derived.
 CZ0676
 CZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA637681(NAD 83)
 CZ0676_MARKER: DB = BENCH MARK DISK
 CZ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0676_STAMPING: Q 296 1951
 CZ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0676+STABILITY: SURFACE MOTION
 CZ0676
 CZ0676  HISTORY     - Date     Condition        Report By
 CZ0676  HISTORY     - 1951     MONUMENTED       CGS
 CZ0676
 CZ0676                          STATION DESCRIPTION
 CZ0676
 CZ0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0676'20.1 MI SE FROM SILVER BELL.
 CZ0676'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0676'SILVER BELL, THENCE 20 MILES SOUTHEAST ALONG A GRAVEL ROAD, 2.6 MILES
 CZ0676'SOUTHEAST OF THE AQUA BLANCO RANCH, 0.1 MILE SOUTHWEST OF A FIGURE S
 CZ0676'TURN IN THE ROAD, AND ABOUT 125 YARDS SOUTHWEST OF THE CENTER OF A
 CZ0676'WASH ACROSS THE ROAD, 45 1/2 FEET NORTH OF THE CENTER LINE OF THE
 CZ0676'ROAD, 4.3 FEET SOUTHWEST OF A WITNESS POST, AND LEVEL WITH THE ROAD,
 CZ0676'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0676'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1138 ***********************************************************************
 CZ1138  DESIGNATION -  Q 297
 CZ1138  PID         -  CZ1138
 CZ1138  STATE/COUNTY-  AZ/PINAL
 CZ1138  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1138
 CZ1138                         *CURRENT SURVEY CONTROL
 CZ1138  ___________________________________________________________________
 CZ1138* NAD 83(1986)-  32 46 03.     (N)    111 55 44.     (W)     SCALED    
 CZ1138* NAVD 88     -       428.07   (+/-2cm)    1404.4    (feet)  VERTCON   
 CZ1138  ___________________________________________________________________
 CZ1138  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1138
 CZ1138.The horizontal coordinates were scaled from a topographic map and have
 CZ1138.an estimated accuracy of +/- 6 seconds.
 CZ1138
 CZ1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1138.The vertical order pertains to the NGVD 29 superseded value.
 CZ1138
 CZ1138.The geoid height was determined by GEOID03.
 CZ1138
 CZ1138;                    North         East    Units  Estimated Accuracy
 CZ1138;SPC AZ C     -   195,970.      212,220.      MT  (+/- 180 meters Scaled)
 CZ1138
 CZ1138                          SUPERSEDED SURVEY CONTROL
 CZ1138
 CZ1138  NGVD 29 (??/??/92)  427.469  (m)         1402.45   (f) ADJ UNCH    2 0
 CZ1138
 CZ1138.Superseded values are not recommended for survey control.
 CZ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1138.See file dsdata.txt to determine how the superseded data were derived.
 CZ1138
 CZ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB129258(NAD 83)
 CZ1138_MARKER: DB = BENCH MARK DISK
 CZ1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1138_STAMPING: Q 297 1951
 CZ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1138+STABILITY: SURFACE MOTION
 CZ1138
 CZ1138  HISTORY     - Date     Condition        Report By
 CZ1138  HISTORY     - 1951     MONUMENTED       CGS
 CZ1138
 CZ1138                          STATION DESCRIPTION
 CZ1138
 CZ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1138'5.2 MI NW FROM COCKLEBUR.
 CZ1138'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1138'VILLAGE OF COCKLEBUR, THENCE 1.0 MILE WEST ALONG THE NORTH BOUNDARY
 CZ1138'FENCE OF THE PAPAGO INDIAN RESERVATION, AT SECTION CORNER S34, S35,
 CZ1138'PIR, ABOUT 50 YARDS SOUTHWEST OF A POINT WHERE THE FENCE CROSSES A
 CZ1138'SMALL DRY WASH, 3.7 FEET SOUTHWEST OF THE SECTION CORNER POST, 1.8
 CZ1138'FEET EAST OF A WITNESS POST, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE
 CZ1138'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0641 ***********************************************************************
 DA0641  DESIGNATION -  Q 298
 DA0641  PID         -  DA0641
 DA0641  STATE/COUNTY-  AZ/MARICOPA
 DA0641  USGS QUAD   -  GILA BEND (1973)
 DA0641
 DA0641                         *CURRENT SURVEY CONTROL
 DA0641  ___________________________________________________________________
 DA0641* NAD 83(1986)-  32 53 41.     (N)    112 41 14.     (W)     SCALED    
 DA0641* NAVD 88     -       259.01   (+/-2cm)     849.8    (feet)  VERTCON   
 DA0641  ___________________________________________________________________
 DA0641  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0641
 DA0641.The horizontal coordinates were scaled from a topographic map and have
 DA0641.an estimated accuracy of +/- 6 seconds.
 DA0641
 DA0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0641.The vertical order pertains to the NGVD 29 superseded value.
 DA0641
 DA0641.The geoid height was determined by GEOID03.
 DA0641
 DA0641;                    North         East    Units  Estimated Accuracy
 DA0641;SPC AZ C     -   210,340.      141,270.      MT  (+/- 180 meters Scaled)
 DA0641
 DA0641                          SUPERSEDED SURVEY CONTROL
 DA0641
 DA0641  NGVD 29 (??/??/92)  258.414  (m)          847.81   (f) ADJ UNCH    2 0
 DA0641
 DA0641.Superseded values are not recommended for survey control.
 DA0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0641.See file dsdata.txt to determine how the superseded data were derived.
 DA0641
 DA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB421408(NAD 83)
 DA0641_MARKER: DB = BENCH MARK DISK
 DA0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0641_STAMPING: Q 298 1951
 DA0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0641+STABILITY: SURFACE MOTION
 DA0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0641+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0641
 DA0641  HISTORY     - Date     Condition        Report By
 DA0641  HISTORY     - 1951     MONUMENTED       CGS
 DA0641  HISTORY     - 20090206 GOOD             GEOCAC
 DA0641
 DA0641                          STATION DESCRIPTION
 DA0641
 DA0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0641'4.8 MI SE FROM GILA BEND.
 DA0641'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0641'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0641'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1
 DA0641'MILES SOUTH ALONG A TRACK ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A
 DA0641'TRACK ROAD, ABOUT 111 YARDS SOUTH OF THE REMAINS OF AN OLD HOMESTEADER
 DA0641'HOUSE, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 DA0641'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DA0641'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0641
 DA0641                          STATION RECOVERY (2009)
 DA0641
 DA0641'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0641'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0641'32 53 41.6 (N)   112 41 13.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1359 ***********************************************************************
 CZ1359  DESIGNATION -  Q 299
 CZ1359  PID         -  CZ1359
 CZ1359  STATE/COUNTY-  AZ/PINAL
 CZ1359  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1359
 CZ1359                         *CURRENT SURVEY CONTROL
 CZ1359  ___________________________________________________________________
 CZ1359* NAD 83(1986)-  32 43 54.     (N)    111 46 46.     (W)     SCALED    
 CZ1359* NAVD 88     -       454.92   (+/-2cm)    1492.5    (feet)  VERTCON   
 CZ1359  ___________________________________________________________________
 CZ1359  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ1359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1359
 CZ1359.The horizontal coordinates were scaled from a topographic map and have
 CZ1359.an estimated accuracy of +/- 6 seconds.
 CZ1359
 CZ1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1359.The vertical order pertains to the NGVD 29 superseded value.
 CZ1359
 CZ1359.The geoid height was determined by GEOID03.
 CZ1359
 CZ1359;                    North         East    Units  Estimated Accuracy
 CZ1359;SPC AZ C     -   192,000.      226,220.      MT  (+/- 180 meters Scaled)
 CZ1359
 CZ1359                          SUPERSEDED SURVEY CONTROL
 CZ1359
 CZ1359  NGVD 29 (??/??/92)  454.327  (m)         1490.57   (f) ADJ UNCH    2 0
 CZ1359
 CZ1359.Superseded values are not recommended for survey control.
 CZ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1359.See file dsdata.txt to determine how the superseded data were derived.
 CZ1359
 CZ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB269218(NAD 83)
 CZ1359_MARKER: DB = BENCH MARK DISK
 CZ1359_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1359_SP_SET: ROCK OUTCROP
 CZ1359_STAMPING: Q 299 1952
 CZ1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1359+STABILITY: POSITION/ELEVATION WELL
 CZ1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1359+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1359
 CZ1359  HISTORY     - Date     Condition        Report By
 CZ1359  HISTORY     - 1952     MONUMENTED       CGS
 CZ1359  HISTORY     - 1966     GOOD             NGS
 CZ1359  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1359
 CZ1359                          STATION DESCRIPTION
 CZ1359
 CZ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1359'1.5 MI SE FROM CHUI CHUISCHU.
 CZ1359'1.5 MILES SOUTHEAST ALONG THE CHUI CHUISCHU RANCH ROAD FROM THE CHURCH
 CZ1359'AT CHUI CHUISCHU, 0.7 MILE NORTH OF AN INDIAN VILLAGE AT WHITE HORSE
 CZ1359'PASS, ON THE EAST SLOPE OF A ROCK HILL, AT THE JUNCTION OF A TRACK
 CZ1359'ROAD LEADING SOUTH, IN THE EAST SLOPE OF A MASSIVE ROCK OUTCROP, AT
 CZ1359'THE NORTH SIDE OF A HUGE 25 FOOT HIGH BOULDER, 174 FEET NORTHWEST OF
 CZ1359'THE APPROXIMATE CENTER OF THE JUNCTION, 80 1/2 FEET WEST OF THE CENTER
 CZ1359'LINE OF THE ROAD, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
 CZ1359
 CZ1359                          STATION RECOVERY (1966)
 CZ1359
 CZ1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1359'RECOVERED IN GOOD CONDITION.
 CZ1359
 CZ1359                          STATION RECOVERY (2008)
 CZ1359
 CZ1359'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1359'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1359'43.896' W111 46.805'. IT SHOULD BE NOTED THAT THERE ARE TWO LARGE
 CZ1359'BOULDERS IN THE AREA, AND THE MARK IS NORTH OF THE NORTHERNMOST OF THE
 CZ1359'TWO, IN A CAVE-LIKE GROTTO. THE DISK APPEARS TO HAVE BEEN ATTACKED,
 CZ1359'BUT SEEMS SOUND AND IS LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0181 ***********************************************************************
 FQ0181  DESIGNATION -  Q 3
 FQ0181  PID         -  FQ0181
 FQ0181  STATE/COUNTY-  AZ/COCONINO
 FQ0181  USGS QUAD   -  CANYON DIABLO (1983)
 FQ0181
 FQ0181                         *CURRENT SURVEY CONTROL
 FQ0181  ___________________________________________________________________
 FQ0181* NAD 83(1986)-  35 07 57.     (N)    111 02 56.     (W)     SCALED    
 FQ0181* NAVD 88     -      1631.204  (meters)    5351.71   (feet)  ADJUSTED  
 FQ0181  ___________________________________________________________________
 FQ0181  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0181  DYNAMIC HT  -        1629.009 (meters)    5344.51  (feet)  COMP
 FQ0181  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 FQ0181
 FQ0181  VERT ORDER  -  FIRST     CLASS II
 FQ0181
 FQ0181.The horizontal coordinates were scaled from a topographic map and have
 FQ0181.an estimated accuracy of +/- 6 seconds.
 FQ0181
 FQ0181.The orthometric height was determined by differential leveling
 FQ0181.and adjusted in June 1991.
 FQ0181
 FQ0181.The geoid height was determined by GEOID03.
 FQ0181
 FQ0181.The dynamic height is computed by dividing the NAVD 88
 FQ0181.geopotential number by the normal gravity value computed on the
 FQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0181.degrees latitude (g = 980.6199 gals.).
 FQ0181
 FQ0181.The modeled gravity was interpolated from observed gravity values.
 FQ0181
 FQ0181;                    North         East    Units  Estimated Accuracy
 FQ0181;SPC AZ C     -   458,620.      292,440.      MT  (+/- 180 meters Scaled)
 FQ0181
 FQ0181                          SUPERSEDED SURVEY CONTROL
 FQ0181
 FQ0181  NGVD 29 (??/??/92) 1630.344  (m)         5348.89   (f) ADJ UNCH    1 2
 FQ0181
 FQ0181.Superseded values are not recommended for survey control.
 FQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0181.See file dsdata.txt to determine how the superseded data were derived.
 FQ0181
 FQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD955877(NAD 83)
 FQ0181_MARKER: DB = BENCH MARK DISK
 FQ0181_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0181_SP_SET: COPING STONE
 FQ0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0181+STABILITY: POSITION/ELEVATION WELL
 FQ0181
 FQ0181  HISTORY     - Date     Condition        Report By
 FQ0181  HISTORY     - UNK      MONUMENTED       CGS
 FQ0181  HISTORY     - 1934     GOOD             NGS
 FQ0181  HISTORY     - 1958     GOOD             NGS
 FQ0181
 FQ0181                          STATION DESCRIPTION
 FQ0181
 FQ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0181'1.0 MI NW FROM SUNSHINE.
 FQ0181'1 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0181'THE STATION AT SUNSHINE, COCONINO COUNTY, 6 POLES NORTHWEST OF
 FQ0181'MILEPOST 307, AT STEEL I-BEAM BRIDGE A 308, IN THE TOP OF THE
 FQ0181'NORTHEAST END OF THE NORTHWEST ABUTMENT, 17 INCHES FROM THE FACE, AND
 FQ0181'30 INCHES FROM THE END OF THE COPING STONE.  THE BOTTOM OF A SQUARE
 FQ0181'HOLE, LETTERED US.
 FQ0181
 FQ0181                          STATION RECOVERY (1958)
 FQ0181
 FQ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0454 ***********************************************************************
 ES0454  DESIGNATION -  Q 30
 ES0454  PID         -  ES0454
 ES0454  STATE/COUNTY-  AZ/YAVAPAI
 ES0454  USGS QUAD   -  CAMP VERDE (1969)
 ES0454
 ES0454                         *CURRENT SURVEY CONTROL
 ES0454  ___________________________________________________________________
 ES0454* NAD 83(1986)-  34 31 06.     (N)    111 46 30.     (W)     SCALED    
 ES0454* NAVD 88     -       977.465  (meters)    3206.90   (feet)  ADJUSTED  
 ES0454  ___________________________________________________________________
 ES0454  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ES0454  DYNAMIC HT  -         976.233 (meters)    3202.86  (feet)  COMP
 ES0454  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 ES0454
 ES0454  VERT ORDER  -  FIRST     CLASS II
 ES0454
 ES0454.The horizontal coordinates were scaled from a topographic map and have
 ES0454.an estimated accuracy of +/- 6 seconds.
 ES0454
 ES0454.The orthometric height was determined by differential leveling
 ES0454.and adjusted in June 1991.
 ES0454
 ES0454.The geoid height was determined by GEOID03.
 ES0454
 ES0454.The dynamic height is computed by dividing the NAVD 88
 ES0454.geopotential number by the normal gravity value computed on the
 ES0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0454.degrees latitude (g = 980.6199 gals.).
 ES0454
 ES0454.The modeled gravity was interpolated from observed gravity values.
 ES0454
 ES0454;                    North         East    Units  Estimated Accuracy
 ES0454;SPC AZ C     -   390,150.      226,370.      MT  (+/- 180 meters Scaled)
 ES0454
 ES0454                          SUPERSEDED SURVEY CONTROL
 ES0454
 ES0454  NGVD 29 (??/??/92)  976.752  (m)         3204.56   (f) ADJ UNCH    1 2
 ES0454
 ES0454.Superseded values are not recommended for survey control.
 ES0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0454.See file dsdata.txt to determine how the superseded data were derived.
 ES0454
 ES0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD288199(NAD 83)
 ES0454_MARKER: DB = BENCH MARK DISK
 ES0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0454_SP_SET: CURB
 ES0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0454
 ES0454  HISTORY     - Date     Condition        Report By
 ES0454  HISTORY     - UNK      MONUMENTED       CGS
 ES0454  HISTORY     - 1933     GOOD             NGS
 ES0454  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0454
 ES0454                          STATION DESCRIPTION
 ES0454
 ES0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0454'6.6 MI SE FROM CAMP VERDE.
 ES0454'CLEAR CREEK STEEL TRUSS HIGHWAY BRIDGE, SOUTH END OF SOUTH CONCRETE
 ES0454'APPROACH, WEST SIDE OF HIGHWAY, ON TOP FACE OF CONCRETE CURB.
 ES0454
 ES0454                          STATION RECOVERY (1982)
 ES0454
 ES0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0454'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1376 ***********************************************************************
 CZ1376  DESIGNATION -  Q 300
 CZ1376  PID         -  CZ1376
 CZ1376  STATE/COUNTY-  AZ/PINAL
 CZ1376  USGS QUAD   -  ELOY NW (1981)
 CZ1376
 CZ1376                         *CURRENT SURVEY CONTROL
 CZ1376  ___________________________________________________________________
 CZ1376* NAD 83(1986)-  32 37 58.     (N)    111 41 30.     (W)     SCALED    
 CZ1376* NAVD 88     -       482.78   (+/-2cm)    1583.9    (feet)  VERTCON   
 CZ1376  ___________________________________________________________________
 CZ1376  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ1376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1376
 CZ1376.The horizontal coordinates were scaled from a topographic map and have
 CZ1376.an estimated accuracy of +/- 6 seconds.
 CZ1376
 CZ1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1376.The vertical order pertains to the NGVD 29 superseded value.
 CZ1376
 CZ1376.The geoid height was determined by GEOID03.
 CZ1376
 CZ1376;                    North         East    Units  Estimated Accuracy
 CZ1376;SPC AZ C     -   181,050.      234,470.      MT  (+/- 180 meters Scaled)
 CZ1376
 CZ1376                          SUPERSEDED SURVEY CONTROL
 CZ1376
 CZ1376  NGVD 29 (??/??/92)  482.220  (m)         1582.08   (f) ADJ UNCH    2 0
 CZ1376
 CZ1376.Superseded values are not recommended for survey control.
 CZ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1376.See file dsdata.txt to determine how the superseded data were derived.
 CZ1376
 CZ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB351107(NAD 83)
 CZ1376_MARKER: DB = BENCH MARK DISK
 CZ1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1376_STAMPING: Q 300 1952
 CZ1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1376+STABILITY: SURFACE MOTION
 CZ1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1376+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1376
 CZ1376  HISTORY     - Date     Condition        Report By
 CZ1376  HISTORY     - 1952     MONUMENTED       CGS
 CZ1376  HISTORY     - 1966     GOOD             NGS
 CZ1376  HISTORY     - 1977     GOOD             USGS
 CZ1376  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1376
 CZ1376                          STATION DESCRIPTION
 CZ1376
 CZ1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1376'11.1 MI SE FROM WHITE HORSE PASS.
 CZ1376'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1376'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1376'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.7 MILES EAST ALONG
 CZ1376'A TRACK ROAD, THENCE 4.1 MILES SOUTHEAST ALONG A DIM TRACK ROAD, AT
 CZ1376'THE BASE OF THE NORTHEAST FACE OF A ROCKY PEAK, 12 1/2 FEET WEST OF
 CZ1376'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND SET
 CZ1376'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT 1 1/2
 CZ1376'FEET HIGHER THAN THE ROAD.
 CZ1376
 CZ1376                          STATION RECOVERY (1966)
 CZ1376
 CZ1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1376'RECOVERED IN GOOD CONDITION.
 CZ1376
 CZ1376                          STATION RECOVERY (1977)
 CZ1376
 CZ1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1376'DUE TO MAJOR WASHOUTS THE MAIN RD. NOW PASSES THROUGH THE AREA ABOUT
 CZ1376'0.25 MI E. OF BASE OF NE. FACE OF ROCKY PEAK.
 CZ1376
 CZ1376                          STATION RECOVERY (2008)
 CZ1376
 CZ1376'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1376'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ1376'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ1376'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ1376'HARMON ROAD 1.91 MILES TO A TRACK ROAD SOUTH, TURN SOUTH AND FOLLOW
 CZ1376'THE CURVING TRACK ROAD ABOUT 3.39 MILES SOUTH TO THE BASE OF THE ROCKY
 CZ1376'KNOLL ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0840 ***********************************************************************
 CZ0840  DESIGNATION -  Q 301
 CZ0840  PID         -  CZ0840
 CZ0840  STATE/COUNTY-  AZ/PIMA
 CZ0840  USGS QUAD   -  THREE POINTS (1992)
 CZ0840
 CZ0840                         *CURRENT SURVEY CONTROL
 CZ0840  ___________________________________________________________________
 CZ0840* NAD 83(1986)-  32 02 07.     (N)    111 20 19.     (W)     SCALED    
 CZ0840* NAVD 88     -       818.35   (+/-2cm)    2684.9    (feet)  VERTCON   
 CZ0840  ___________________________________________________________________
 CZ0840  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0840
 CZ0840.The horizontal coordinates were scaled from a topographic map and have
 CZ0840.an estimated accuracy of +/- 6 seconds.
 CZ0840
 CZ0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0840.The vertical order pertains to the NGVD 29 superseded value.
 CZ0840
 CZ0840.The geoid height was determined by GEOID03.
 CZ0840
 CZ0840;                    North         East    Units  Estimated Accuracy
 CZ0840;SPC AZ C     -   114,930.      267,960.      MT  (+/- 180 meters Scaled)
 CZ0840
 CZ0840                          SUPERSEDED SURVEY CONTROL
 CZ0840
 CZ0840  NGVD 29 (??/??/92)  817.650  (m)         2682.57   (f) ADJ UNCH    2 0
 CZ0840
 CZ0840.Superseded values are not recommended for survey control.
 CZ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0840.See file dsdata.txt to determine how the superseded data were derived.
 CZ0840
 CZ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA680443(NAD 83)
 CZ0840_MARKER: DB = BENCH MARK DISK
 CZ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0840_STAMPING: Q 301 1951
 CZ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0840+STABILITY: SURFACE MOTION
 CZ0840
 CZ0840  HISTORY     - Date     Condition        Report By
 CZ0840  HISTORY     - 1951     MONUMENTED       CGS
 CZ0840  HISTORY     - 1974     POOR             USGS
 CZ0840
 CZ0840                          STATION DESCRIPTION
 CZ0840
 CZ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0840'3.4 MI S FROM THREE POINTS.
 CZ0840'3.4 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CZ0840'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, AT A T JUNCTION OF A MAIN
 CZ0840'ROAD AND A ROAD LEADING SOUTHEAST TO SOTO RANCH AND MOLLER RANCH, 150
 CZ0840'FEET NORTH OF THE CENTER OF THE T JUNCTIONS OF THE ROAD, 74 1/2 FEET
 CZ0840'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 43 FEET EAST OF THE
 CZ0840'CENTER LINE OF A DIM TRACK ROAD, 2.6 FEET SOUTH OF THE WITNESS POST,
 CZ0840'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CZ0840'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0840
 CZ0840                          STATION RECOVERY (1974)
 CZ0840
 CZ0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0840'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0534 ***********************************************************************
 CG0534  DESIGNATION -  Q 302
 CG0534  PID         -  CG0534
 CG0534  STATE/COUNTY-  AZ/PIMA
 CG0534  USGS QUAD   -  WILBUR CANYON (1980)
 CG0534
 CG0534                         *CURRENT SURVEY CONTROL
 CG0534  ___________________________________________________________________
 CG0534* NAD 83(1986)-  31 37 28.     (N)    111 24 48.     (W)     SCALED    
 CG0534* NAVD 88     -      1044.31   (+/-2cm)    3426.2    (feet)  VERTCON   
 CG0534  ___________________________________________________________________
 CG0534  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CG0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0534
 CG0534.The horizontal coordinates were scaled from a topographic map and have
 CG0534.an estimated accuracy of +/- 6 seconds.
 CG0534
 CG0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0534.The vertical order pertains to the NGVD 29 superseded value.
 CG0534
 CG0534.The geoid height was determined by GEOID03.
 CG0534
 CG0534;                    North         East    Units  Estimated Accuracy
 CG0534;SPC AZ C     -    69,340.      261,110.      MT  (+/- 180 meters Scaled)
 CG0534
 CG0534                          SUPERSEDED SURVEY CONTROL
 CG0534
 CG0534  NGVD 29 (??/??/92) 1043.509  (m)         3423.58   (f) ADJ UNCH    2 0
 CG0534
 CG0534.Superseded values are not recommended for survey control.
 CG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0534.See file dsdata.txt to determine how the superseded data were derived.
 CG0534
 CG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV608988(NAD 83)
 CG0534_MARKER: DB = BENCH MARK DISK
 CG0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0534_STAMPING: Q 302 1951
 CG0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0534+STABILITY: SURFACE MOTION
 CG0534
 CG0534  HISTORY     - Date     Condition        Report By
 CG0534  HISTORY     - 1951     MONUMENTED       CGS
 CG0534
 CG0534                          STATION DESCRIPTION
 CG0534
 CG0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0534'6.85 MI NW FROM ARIVACA.
 CG0534'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0534'THENCE 6.75 MILES NORTHWEST ALONG THE MAIN ROAD, AT THE NORTH END OF A
 CG0534'TURN IN THE ROAD AND ON THE OUTSIDE OF THE TURN, 0.3 MILE SOUTH OF A
 CG0534'LARGE BLACK CYLINDRICAL WATER TANK, 0.5 MILE SOUTH OF A CATTLE GUARD
 CG0534'ACROSS ARIVACA ROAD, 49 FEET WEST OF THE CENTER LINE OF THE ROAD, 57
 CG0534'1/2 FEET NORTHEAST OF THE NORTH BANK OF A DEEP WASH, 2.3 FEET EAST OF
 CG0534'THE WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 CG0534'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1350 ***********************************************************************
 CZ1350  DESIGNATION -  Q 303
 CZ1350  PID         -  CZ1350
 CZ1350  STATE/COUNTY-  AZ/PINAL
 CZ1350  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1350
 CZ1350                         *CURRENT SURVEY CONTROL
 CZ1350  ___________________________________________________________________
 CZ1350* NAD 83(1986)-  32 35 13.     (N)    111 33 06.     (W)     SCALED    
 CZ1350* NAVD 88     -       512.13   (+/-2cm)    1680.2    (feet)  VERTCON   
 CZ1350  ___________________________________________________________________
 CZ1350  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1350
 CZ1350.The horizontal coordinates were scaled from a topographic map and have
 CZ1350.an estimated accuracy of +/- 6 seconds.
 CZ1350
 CZ1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1350.The vertical order pertains to the NGVD 29 superseded value.
 CZ1350
 CZ1350.The geoid height was determined by GEOID03.
 CZ1350
 CZ1350;                    North         East    Units  Estimated Accuracy
 CZ1350;SPC AZ C     -   176,010.      247,630.      MT  (+/- 180 meters Scaled)
 CZ1350
 CZ1350                          SUPERSEDED SURVEY CONTROL
 CZ1350
 CZ1350  NGVD 29 (??/??/92)  511.599  (m)         1678.47   (f) ADJ UNCH    2 0
 CZ1350
 CZ1350.Superseded values are not recommended for survey control.
 CZ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1350.See file dsdata.txt to determine how the superseded data were derived.
 CZ1350
 CZ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482056(NAD 83)
 CZ1350_MARKER: DB = BENCH MARK DISK
 CZ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1350_STAMPING: Q 303 1951
 CZ1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1350+STABILITY: SURFACE MOTION
 CZ1350
 CZ1350  HISTORY     - Date     Condition        Report By
 CZ1350  HISTORY     - 1951     MONUMENTED       CGS
 CZ1350
 CZ1350                          STATION DESCRIPTION
 CZ1350
 CZ1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1350'11.4 MI S FROM ELOY.
 CZ1350'0.3 MILE SOUTHEAST ALONG A STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1350'RAILROAD STATION AT ELOY, THENCE 11.1 MILE SOUTH ALONG SUNSHINE BLVD.,
 CZ1350'0.05 MILE SOUTH OF A DUMP YARD, AND ABOUT 65 YARDS SOUTH OF THE SOUTH
 CZ1350'BANK OF THE OLD ABANDONED GREEN CANAL, 108 FEET SOUTH OF A FENCE
 CZ1350'CORNER, 27 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 13.3 FEET
 CZ1350'NORTHWEST OF A POWER LINE POLE, 1.6 FEET WEST OF A FENCE LINE, 1.8
 CZ1350'FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CZ1350'IN A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1346 ***********************************************************************
 CZ1346  DESIGNATION -  Q 304
 CZ1346  PID         -  CZ1346
 CZ1346  STATE/COUNTY-  AZ/PINAL
 CZ1346  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1346
 CZ1346                         *CURRENT SURVEY CONTROL
 CZ1346  ___________________________________________________________________
 CZ1346* NAD 83(1986)-  32 38 48.     (N)    111 33 05.     (W)     SCALED    
 CZ1346* NAVD 88     -       503.98   (+/-2cm)    1653.5    (feet)  VERTCON   
 CZ1346  ___________________________________________________________________
 CZ1346  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1346
 CZ1346.The horizontal coordinates were scaled from a topographic map and have
 CZ1346.an estimated accuracy of +/- 6 seconds.
 CZ1346
 CZ1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1346.The vertical order pertains to the NGVD 29 superseded value.
 CZ1346
 CZ1346.The geoid height was determined by GEOID03.
 CZ1346
 CZ1346;                    North         East    Units  Estimated Accuracy
 CZ1346;SPC AZ C     -   182,630.      247,630.      MT  (+/- 180 meters Scaled)
 CZ1346
 CZ1346                          SUPERSEDED SURVEY CONTROL
 CZ1346
 CZ1346  NGVD 29 (??/??/92)  503.426  (m)         1651.66   (f) ADJ UNCH    2 0
 CZ1346
 CZ1346.Superseded values are not recommended for survey control.
 CZ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1346.See file dsdata.txt to determine how the superseded data were derived.
 CZ1346
 CZ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482122(NAD 83)
 CZ1346_MARKER: DB = BENCH MARK DISK
 CZ1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1346_STAMPING: Q 304 1951
 CZ1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1346+STABILITY: SURFACE MOTION
 CZ1346
 CZ1346  HISTORY     - Date     Condition        Report By
 CZ1346  HISTORY     - 1951     MONUMENTED       CGS
 CZ1346  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1346
 CZ1346                          STATION DESCRIPTION
 CZ1346
 CZ1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1346'7.3 MI S FROM ELOY.
 CZ1346'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1346'RAILROAD STATION AT ELOY, THENCE 7 MILES SOUTH ALONG SUNSHINE BLVD.,
 CZ1346'AT THE INTERSECTION OF PRETZER ROAD, AT THE SOUTHEAST CORNER OF THE
 CZ1346'INTERSECTION, 46 1/2 FEET NORTH WEST OF THE NORTH ONE OF A LONG ROW OF
 CZ1346'DATE TREES, 42 FEET SOUTHEAST OF THE CENTER OF A 10 INCH IRON COVER
 CZ1346'WHICH IS AT THE CENTER OF THE INTERSECTION, 30 FEET EAST OF THE CENTER
 CZ1346'LINE OF THE BLVD., 26 FEET SOUTH OF THE CENTER LINE OF PRETZER ROAD,
 CZ1346'15.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A STONE HEADWALL OF A
 CZ1346'CULVERT UNDER PRETZER ROAD, 1.4 FEET NORTH OF A POWER LINE POLE, 2.4
 CZ1346'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1346'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE
 CZ1346'BLVD.
 CZ1346
 CZ1346                          STATION RECOVERY (1977)
 CZ1346
 CZ1346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0748 ***********************************************************************
 CG0748  DESIGNATION -  Q 305
 CG0748  PID         -  CG0748
 CG0748  STATE/COUNTY-  AZ/PIMA
 CG0748  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0748
 CG0748                         *CURRENT SURVEY CONTROL
 CG0748  ___________________________________________________________________
 CG0748* NAD 83(1986)-  31 41 55.     (N)    111 48 24.     (W)     SCALED    
 CG0748* NAVD 88     -       737.42   (+/-2cm)    2419.4    (feet)  VERTCON   
 CG0748  ___________________________________________________________________
 CG0748  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0748
 CG0748.The horizontal coordinates were scaled from a topographic map and have
 CG0748.an estimated accuracy of +/- 6 seconds.
 CG0748
 CG0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0748.The vertical order pertains to the NGVD 29 superseded value.
 CG0748
 CG0748.The geoid height was determined by GEOID03.
 CG0748
 CG0748;                    North         East    Units  Estimated Accuracy
 CG0748;SPC AZ C     -    77,460.      223,790.      MT  (+/- 180 meters Scaled)
 CG0748
 CG0748                          SUPERSEDED SURVEY CONTROL
 CG0748
 CG0748  NGVD 29 (??/??/92)  736.701  (m)         2416.99   (f) ADJ UNCH    2 0
 CG0748
 CG0748.Superseded values are not recommended for survey control.
 CG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0748.See file dsdata.txt to determine how the superseded data were derived.
 CG0748
 CG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA235073(NAD 83)
 CG0748_MARKER: DB = BENCH MARK DISK
 CG0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0748_STAMPING: Q 305 1952
 CG0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0748+STABILITY: SURFACE MOTION
 CG0748
 CG0748  HISTORY     - Date     Condition        Report By
 CG0748  HISTORY     - 1952     MONUMENTED       CGS
 CG0748  HISTORY     - 1977     GOOD             USGS
 CG0748
 CG0748                          STATION DESCRIPTION
 CG0748
 CG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0748'6.55 MI N FROM SAN MIGUEL.
 CG0748'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0748'SCHOOL AT SAN MIGUEL, THENCE 6.35 MILES NORTH ALONG A WAGON ROAD
 CG0748'FOLLOWING A LINE OF TELEPHONE POLES, 32 FEET NORTHWEST OF A TELEPHONE
 CG0748'POLE, 24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 CG0748'NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 CG0748'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CG0748'GROUND.
 CG0748
 CG0748                          STATION RECOVERY (1977)
 CG0748
 CG0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0748'CORRECT QUEEN OF ANGLES MISSION TO READ QUEEN OF ANGELS MISSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0694 ***********************************************************************
 CG0694  DESIGNATION -  Q 306
 CG0694  PID         -  CG0694
 CG0694  STATE/COUNTY-  AZ/PIMA
 CG0694  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0694
 CG0694                         *CURRENT SURVEY CONTROL
 CG0694  ___________________________________________________________________
 CG0694* NAD 83(1986)-  31 36 35.     (N)    111 41 44.     (W)     SCALED    
 CG0694* NAVD 88     -       863.34   (+/-2cm)    2832.5    (feet)  VERTCON   
 CG0694  ___________________________________________________________________
 CG0694  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0694
 CG0694.The horizontal coordinates were scaled from a topographic map and have
 CG0694.an estimated accuracy of +/- 6 seconds.
 CG0694
 CG0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0694.The vertical order pertains to the NGVD 29 superseded value.
 CG0694
 CG0694.The geoid height was determined by GEOID03.
 CG0694
 CG0694;                    North         East    Units  Estimated Accuracy
 CG0694;SPC AZ C     -    67,620.      234,340.      MT  (+/- 180 meters Scaled)
 CG0694
 CG0694                          SUPERSEDED SURVEY CONTROL
 CG0694
 CG0694  NGVD 29 (??/??/92)  862.581  (m)         2829.98   (f) ADJ UNCH    2 0
 CG0694
 CG0694.Superseded values are not recommended for survey control.
 CG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0694.See file dsdata.txt to determine how the superseded data were derived.
 CG0694
 CG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV340973(NAD 83)
 CG0694_MARKER: DB = BENCH MARK DISK
 CG0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0694_STAMPING: Q 306 1952
 CG0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0694+STABILITY: SURFACE MOTION
 CG0694
 CG0694  HISTORY     - Date     Condition        Report By
 CG0694  HISTORY     - 1952     MONUMENTED       CGS
 CG0694  HISTORY     - 1977     GOOD             USGS
 CG0694
 CG0694                          STATION DESCRIPTION
 CG0694
 CG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0694'6.05 MI E FROM SAN MIGUEL.
 CG0694'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0694'MIGUEL, THENCE 1.75 MILES SOUTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0694'ROAD, AT A SMALL WASH ACROSS THE ROAD, 80.2 FEET NORTH OF A USGS
 CG0694'CHISELED SQUARE, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 CG0694'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CG0694'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0694
 CG0694                          STATION RECOVERY (1977)
 CG0694
 CG0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0694'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0694'THENCE 1.75 MI SE. ALONG DIRT AND MAIN RD., ABOUT 0.15 MI S. OF RD.
 CG0694'JUNCTION AT SMALL WASH ACROSS RD. 31 FT W. OF CENTERLINE OF RD. SET
 CG0694'IN CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND. STANDARD DISK
 CG0694'STAMPED Q 306 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0388 ***********************************************************************
 DA0388  DESIGNATION -  Q 307
 DA0388  PID         -  DA0388
 DA0388  STATE/COUNTY-  AZ/PIMA
 DA0388  USGS QUAD   -  BATES WELL (1990)
 DA0388
 DA0388                         *CURRENT SURVEY CONTROL
 DA0388  ___________________________________________________________________
 DA0388* NAD 83(1986)-  32 11 23.     (N)    112 54 48.     (W)     SCALED    
 DA0388* NAVD 88     -       448.24   (+/-2cm)    1470.6    (feet)  VERTCON   
 DA0388  ___________________________________________________________________
 DA0388  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DA0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0388
 DA0388.The horizontal coordinates were scaled from a topographic map and have
 DA0388.an estimated accuracy of +/- 6 seconds.
 DA0388
 DA0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0388.The vertical order pertains to the NGVD 29 superseded value.
 DA0388
 DA0388.The geoid height was determined by GEOID03.
 DA0388
 DA0388;                    North         East    Units  Estimated Accuracy
 DA0388;SPC AZ C     -   132,340.      119,380.      MT  (+/- 180 meters Scaled)
 DA0388
 DA0388                          SUPERSEDED SURVEY CONTROL
 DA0388
 DA0388  NGVD 29 (??/??/92)  447.541  (m)         1468.31   (f) ADJ UNCH    2 0
 DA0388
 DA0388.Superseded values are not recommended for survey control.
 DA0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0388.See file dsdata.txt to determine how the superseded data were derived.
 DA0388
 DA0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA196630(NAD 83)
 DA0388_MARKER: DB = BENCH MARK DISK
 DA0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0388_STAMPING: Q 307 1952
 DA0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0388+STABILITY: SURFACE MOTION
 DA0388
 DA0388  HISTORY     - Date     Condition        Report By
 DA0388  HISTORY     - 1952     MONUMENTED       CGS
 DA0388  HISTORY     - 19871209 GOOD             USPSQD
 DA0388
 DA0388                          STATION DESCRIPTION
 DA0388
 DA0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0388'15.9 MI S FROM AJO.
 DA0388'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0388'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG
 DA0388'HIGHWAY 86 TO THE JUNCTION OF THE DARBY WELL ROAD, THENCE 13.85 MILES
 DA0388'SOUTHWEST AND SOUTH ALONG THE DARBY WELL AND BATES WELL ROAD, ON THE
 DA0388'OUTSIDE OF A CURVE, 27 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DA0388'ROAD, 2.4 FEET NORTHEAST OF THE WITNESS POST, IN A CONCRETE POST
 DA0388'PROJECTING 0.3 FOOT, AND ABOUT LEVEL WITH THE ROAD.
 DA0388
 DA0388                          STATION RECOVERY (1987)
 DA0388
 DA0388'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 DA0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0108 ***********************************************************************
 CH0108  DESIGNATION -  Q 308
 CH0108  PID         -  CH0108
 CH0108  STATE/COUNTY-  AZ/PIMA
 CH0108  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0108
 CH0108                         *CURRENT SURVEY CONTROL
 CH0108  ___________________________________________________________________
 CH0108* NAD 83(1986)-  31 57 36.     (N)    113 00 17.     (W)     SCALED    
 CH0108* NAVD 88     -       357.66   (+/-2cm)    1173.4    (feet)  VERTCON   
 CH0108  ___________________________________________________________________
 CH0108  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 CH0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0108
 CH0108.The horizontal coordinates were scaled from a topographic map and have
 CH0108.an estimated accuracy of +/- 6 seconds.
 CH0108
 CH0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0108.The vertical order pertains to the NGVD 29 superseded value.
 CH0108
 CH0108.The geoid height was determined by GEOID03.
 CH0108
 CH0108;                    North         East    Units  Estimated Accuracy
 CH0108;SPC AZ C     -   106,950.      110,510.      MT  (+/- 180 meters Scaled)
 CH0108
 CH0108                          SUPERSEDED SURVEY CONTROL
 CH0108
 CH0108  NGVD 29 (??/??/92)  356.958  (m)         1171.12   (f) ADJ UNCH    2 0
 CH0108
 CH0108.Superseded values are not recommended for survey control.
 CH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0108.See file dsdata.txt to determine how the superseded data were derived.
 CH0108
 CH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA105377(NAD 83)
 CH0108_MARKER: DB = BENCH MARK DISK
 CH0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0108_STAMPING: Q 308 1952
 CH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0108+STABILITY: SURFACE MOTION
 CH0108
 CH0108  HISTORY     - Date     Condition        Report By
 CH0108  HISTORY     - 1952     MONUMENTED       CGS
 CH0108
 CH0108                          STATION DESCRIPTION
 CH0108
 CH0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0108'16.45 MI NW FROM LUKEVILLE.
 CH0108'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 CH0108'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 CH0108'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 CH0108'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 1 MILE
 CH0108'NORTHEAST ALONG A TRACK ROAD LEADING TO DRIPPING SPRINGS, 1 MILE
 CH0108'NORTHEAST OF BM V 109, 0.15 MILE NORTHEAST OF A WASH AND A ROAD
 CH0108'CROSSING THE WASH, 38 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CH0108'2.1 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND
 CH0108'SET IN A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0411 ***********************************************************************
 DA0411  DESIGNATION -  Q 309
 DA0411  PID         -  DA0411
 DA0411  STATE/COUNTY-  AZ/PIMA
 DA0411  USGS QUAD   -  GUNSIGHT (1990)
 DA0411
 DA0411                         *CURRENT SURVEY CONTROL
 DA0411  ___________________________________________________________________
 DA0411* NAD 83(1986)-  32 08 21.     (N)    112 41 44.     (W)     SCALED    
 DA0411* NAVD 88     -       637.86   (+/-2cm)    2092.7    (feet)  VERTCON   
 DA0411  ___________________________________________________________________
 DA0411  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0411
 DA0411.The horizontal coordinates were scaled from a topographic map and have
 DA0411.an estimated accuracy of +/- 6 seconds.
 DA0411
 DA0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0411.The vertical order pertains to the NGVD 29 superseded value.
 DA0411
 DA0411.The geoid height was determined by GEOID03.
 DA0411
 DA0411;                    North         East    Units  Estimated Accuracy
 DA0411;SPC AZ C     -   126,560.      139,880.      MT  (+/- 180 meters Scaled)
 DA0411
 DA0411                          SUPERSEDED SURVEY CONTROL
 DA0411
 DA0411  NGVD 29 (??/??/92)  637.104  (m)         2090.23   (f) ADJ UNCH    2 0
 DA0411
 DA0411.Superseded values are not recommended for survey control.
 DA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0411.See file dsdata.txt to determine how the superseded data were derived.
 DA0411
 DA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA400571(NAD 83)
 DA0411_MARKER: DB = BENCH MARK DISK
 DA0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0411_STAMPING: Q 309 1952
 DA0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0411+STABILITY: SURFACE MOTION
 DA0411
 DA0411  HISTORY     - Date     Condition        Report By
 DA0411  HISTORY     - 1952     MONUMENTED       CGS
 DA0411
 DA0411                          STATION DESCRIPTION
 DA0411
 DA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0411'24.65 MI SE FROM AJO.
 DA0411'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0411'FROM THE STATION AT AJO TO HIGHWAY 80, THENCE 10.8 MILES SOUTHEAST
 DA0411'ALONG HIGHWAY 86 TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE
 DA0411'SONOYTA-AJO HIGHWAY TO AN INTERSECTION, THENCE 4.55 MILES EAST ALONG A
 DA0411'TRACK ROAD LEADING EAST TO WALLS WELL, AT A POINT WHERE THE ROAD
 DA0411'CROSSES A WASH, 98 1/2 FEET SOUTHWEST OF THE CENTER OF A ROAD AND A
 DA0411'WASH CROSSING, 32 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.8
 DA0411'FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 DA0411'IN A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0028 ***********************************************************************
 GP0028  DESIGNATION -  Q 31
 GP0028  PID         -  GP0028
 GP0028  STATE/COUNTY-  AZ/NAVAJO
 GP0028  USGS QUAD   -  CHILCHINBITO (1968)
 GP0028
 GP0028                         *CURRENT SURVEY CONTROL
 GP0028  ___________________________________________________________________
 GP0028* NAD 83(1986)-  36 34 30.     (N)    110 06 59.     (W)     SCALED    
 GP0028* NAVD 88     -      1810.288  (meters)    5939.25   (feet)  ADJUSTED  
 GP0028  ___________________________________________________________________
 GP0028  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GP0028  DYNAMIC HT  -        1808.062 (meters)    5931.95  (feet)  COMP
 GP0028  MODELED GRAV-     979,337.4   (mgal)                       NAVD 88
 GP0028
 GP0028  VERT ORDER  -  FIRST     CLASS II
 GP0028
 GP0028.The horizontal coordinates were scaled from a topographic map and have
 GP0028.an estimated accuracy of +/- 6 seconds.
 GP0028
 GP0028.The orthometric height was determined by differential leveling
 GP0028.and adjusted in June 1991.
 GP0028
 GP0028.The geoid height was determined by GEOID03.
 GP0028
 GP0028.The dynamic height is computed by dividing the NAVD 88
 GP0028.geopotential number by the normal gravity value computed on the
 GP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0028.degrees latitude (g = 980.6199 gals.).
 GP0028
 GP0028.The modeled gravity was interpolated from observed gravity values.
 GP0028
 GP0028;                    North         East    Units  Estimated Accuracy
 GP0028;SPC AZ E     -   618,310.      217,860.      MT  (+/- 180 meters Scaled)
 GP0028
 GP0028                          SUPERSEDED SURVEY CONTROL
 GP0028
 GP0028  NGVD 29 (??/??/92) 1809.364  (m)         5936.22   (f) ADJ UNCH    1 2
 GP0028
 GP0028.Superseded values are not recommended for survey control.
 GP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0028.See file dsdata.txt to determine how the superseded data were derived.
 GP0028
 GP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF790480(NAD 83)
 GP0028_MARKER: DB = BENCH MARK DISK
 GP0028_SETTING: 66 = SET IN ROCK OUTCROP
 GP0028_SP_SET: SANDSTONE OUTCROP
 GP0028_STAMPING: 5936.222 Q 31 1933
 GP0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0028+STABILITY: POSITION/ELEVATION WELL
 GP0028
 GP0028  HISTORY     - Date     Condition        Report By
 GP0028  HISTORY     - 1933     MONUMENTED       CGS
 GP0028  HISTORY     - 1968     MARK NOT FOUND   NGS
 GP0028
 GP0028                          STATION DESCRIPTION
 GP0028
 GP0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GP0028'14.2 MI SE FROM KAYENTA.
 GP0028'14.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0028'OFFICE AT KAYENTA, NAVAJO COUNTY, NEAR THE STEEPER PART OF A LONG
 GP0028'SOUTH SLOPE, 50 FEET NORTH OF A SMALL WASH LEADING EAST, 30 FEET EAST
 GP0028'OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A DIRT BANK, AND IN THE
 GP0028'TOP OF A SANDSTONE OUTCROP CROSSING THE ROAD.  A STANDARD DISK,
 GP0028'STAMPED 5936.222 Q 31 1933.  NOTE-- THE MARK ON EITHER SIDE OF THIS
 GP0028'WAS FOUND BUT BY CLOCKING THE DISTANCE FROM THEM TO THIS LOCATION NO
 GP0028'SANDSTONE OUTCROP CROSSING THE ROAD COULD BE FOUND.  ROAD HAS PROBABLY
 GP0028'BEEN WIDENED OR REALIGNED AND THE MARK COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0249 ***********************************************************************
 DA0249  DESIGNATION -  Q 310
 DA0249  PID         -  DA0249
 DA0249  STATE/COUNTY-  AZ/PIMA
 DA0249  USGS QUAD   -  SANTA ROSA (1990)
 DA0249
 DA0249                         *CURRENT SURVEY CONTROL
 DA0249  ___________________________________________________________________
 DA0249* NAD 83(1986)-  32 18 55.     (N)    112 02 44.     (W)     SCALED    
 DA0249* NAVD 88     -       557.85   (+/-2cm)    1830.2    (feet)  VERTCON   
 DA0249  ___________________________________________________________________
 DA0249  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0249
 DA0249.The horizontal coordinates were scaled from a topographic map and have
 DA0249.an estimated accuracy of +/- 6 seconds.
 DA0249
 DA0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0249.The vertical order pertains to the NGVD 29 superseded value.
 DA0249
 DA0249.The geoid height was determined by GEOID03.
 DA0249
 DA0249;                    North         East    Units  Estimated Accuracy
 DA0249;SPC AZ C     -   145,830.      201,220.      MT  (+/- 180 meters Scaled)
 DA0249
 DA0249                          SUPERSEDED SURVEY CONTROL
 DA0249
 DA0249  NGVD 29 (??/??/92)  557.216  (m)         1828.13   (f) ADJ UNCH    2 0
 DA0249
 DA0249.Superseded values are not recommended for survey control.
 DA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0249.See file dsdata.txt to determine how the superseded data were derived.
 DA0249
 DA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA015758(NAD 83)
 DA0249_MARKER: DB = BENCH MARK DISK
 DA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0249_STAMPING: Q 310 1952
 DA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0249+STABILITY: SURFACE MOTION
 DA0249
 DA0249  HISTORY     - Date     Condition        Report By
 DA0249  HISTORY     - 1952     MONUMENTED       CGS
 DA0249
 DA0249                          STATION DESCRIPTION
 DA0249
 DA0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0249'0.9 MI S FROM SANTA ROSA.
 DA0249'0.9 MILE SOUTH ALONG THE COVERED WELLS ROAD FROM THE SCHOOL AT SANTA
 DA0249'ROSA, ABOUT 125 YARDS NORTH OF THE CROSSING OF A LEVEE, IN LINE WITH A
 DA0249'TELEPHONE LINE, ABOUT 0.45 MILE NORTH OF THE STORE AND SERVICE
 DA0249'STATION, 103 FEET EAST OF THE CENTER LINE OF AND ABOUT 4 FEET LOWER
 DA0249'THAN THE ROAD, 3.7 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET NORTH OF A
 DA0249'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0249'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0183 ***********************************************************************
 DA0183  DESIGNATION -  Q 311
 DA0183  PID         -  DA0183
 DA0183  STATE/COUNTY-  AZ/PIMA
 DA0183  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0183
 DA0183                         *CURRENT SURVEY CONTROL
 DA0183  ___________________________________________________________________
 DA0183* NAD 83(1986)-  32 30 24.     (N)    112 14 22.     (W)     SCALED    
 DA0183* NAVD 88     -       660.45   (+/-2cm)    2166.8    (feet)  VERTCON   
 DA0183  ___________________________________________________________________
 DA0183  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0183
 DA0183.The horizontal coordinates were scaled from a topographic map and have
 DA0183.an estimated accuracy of +/- 6 seconds.
 DA0183
 DA0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0183.The vertical order pertains to the NGVD 29 superseded value.
 DA0183
 DA0183.The geoid height was determined by GEOID03.
 DA0183
 DA0183;                    North         East    Units  Estimated Accuracy
 DA0183;SPC AZ C     -   167,090.      183,030.      MT  (+/- 180 meters Scaled)
 DA0183
 DA0183                          SUPERSEDED SURVEY CONTROL
 DA0183
 DA0183  NGVD 29 (??/??/92)  659.766  (m)         2164.58   (f) ADJ UNCH    2 0
 DA0183
 DA0183.Superseded values are not recommended for survey control.
 DA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0183.See file dsdata.txt to determine how the superseded data were derived.
 DA0183
 DA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA835972(NAD 83)
 DA0183_MARKER: DB = BENCH MARK DISK
 DA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0183_STAMPING: Q 311 1952
 DA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0183+STABILITY: SURFACE MOTION
 DA0183
 DA0183  HISTORY     - Date     Condition        Report By
 DA0183  HISTORY     - 1952     MONUMENTED       CGS
 DA0183
 DA0183                          STATION DESCRIPTION
 DA0183
 DA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0183'2.7 MI N FROM VENTANA.
 DA0183'2.7 MILES NORTH ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0183'ABOUT 1/4 MILE WEST NORTHWEST OF A MOUNTAIN, AT A POINT WHERE THE ROAD
 DA0183'PASSES THROUGH A WIRE GATE, AT THE PIMA-MARICOPA COMPANY LINE, 73.2
 DA0183'FEET WEST OF Q 311 R.M. (USGS), 20 FEET WEST OF THE CENTER LINE OF AND
 DA0183'ABOUT LEVEL WITH THE ROAD, 12.2 FEET WEST OF THE WEST GATE POST, 2.6
 DA0183'FEET EAST OF A WITNESS POST, 2.3 FEET NORTH OF THE FENCE, AND SET IN A
 DA0183'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0184 ***********************************************************************
 DA0184  DESIGNATION -  Q 311 RM
 DA0184  PID         -  DA0184
 DA0184  STATE/COUNTY-  AZ/PIMA
 DA0184  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0184
 DA0184                         *CURRENT SURVEY CONTROL
 DA0184  ___________________________________________________________________
 DA0184* NAD 83(1986)-  32 30 24.     (N)    112 14 21.     (W)     SCALED    
 DA0184* NAVD 88     -       660.43   (+/-2cm)    2166.8    (feet)  VERTCON   
 DA0184  ___________________________________________________________________
 DA0184  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0184
 DA0184.The horizontal coordinates were scaled from a topographic map and have
 DA0184.an estimated accuracy of +/- 6 seconds.
 DA0184
 DA0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0184.The vertical order pertains to the NGVD 29 superseded value.
 DA0184
 DA0184.The geoid height was determined by GEOID03.
 DA0184
 DA0184;                    North         East    Units  Estimated Accuracy
 DA0184;SPC AZ C     -   167,090.      183,060.      MT  (+/- 180 meters Scaled)
 DA0184
 DA0184                          SUPERSEDED SURVEY CONTROL
 DA0184
 DA0184  NGVD 29 (??/??/92)  659.750  (m)         2164.53   (f) ADJ UNCH    2 0
 DA0184
 DA0184.Superseded values are not recommended for survey control.
 DA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0184.See file dsdata.txt to determine how the superseded data were derived.
 DA0184
 DA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA835972(NAD 83)
 DA0184_MARKER: B = BOLT
 DA0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0184+STABILITY: SURFACE MOTION
 DA0184
 DA0184  HISTORY     - Date     Condition        Report By
 DA0184  HISTORY     - UNK      MONUMENTED       USGS
 DA0184  HISTORY     - 1952     GOOD             NGS
 DA0184
 DA0184                          STATION DESCRIPTION
 DA0184
 DA0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0184'2.7 MI NE FROM VENTANA.
 DA0184'SAME DESCRIPTION TO REACH AS B.M. Q 311, AT THE PIMA-MARICOPA COUNTY
 DA0184'LINE, 73.2 FEET EAST OF Q 311, 53 FEET EAST OF THE CENTER LINE OF AND
 DA0184'ABOUT LEVEL WITH THE ROAD, 42.0 FEET EAST OF THE EAST GATE POST, 2.1
 DA0184'FEET NORTH OF THE FENCE, AND SET IN A CONCRETE POST PROJECTING 0.4
 DA0184'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0106 ***********************************************************************
 CZ0106  DESIGNATION -  Q 312
 CZ0106  PID         -  CZ0106
 CZ0106  STATE/COUNTY-  AZ/PIMA
 CZ0106  USGS QUAD   -  VAIL (1981)
 CZ0106
 CZ0106                         *CURRENT SURVEY CONTROL
 CZ0106  ___________________________________________________________________
 CZ0106* NAD 83(1986)-  32 01 18.     (N)    110 39 30.     (W)     SCALED    
 CZ0106* NAVD 88     -      1006.71   (+/-2cm)    3302.8    (feet)  VERTCON   
 CZ0106  ___________________________________________________________________
 CZ0106  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CZ0106  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0106
 CZ0106.The horizontal coordinates were scaled from a topographic map and have
 CZ0106.an estimated accuracy of +/- 6 seconds.
 CZ0106
 CZ0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0106.The vertical order pertains to the NGVD 29 superseded value.
 CZ0106
 CZ0106.The geoid height was determined by GEOID03.
 CZ0106
 CZ0106;                    North         East    Units  Estimated Accuracy
 CZ0106;SPC AZ C     -   113,960.      332,230.      MT  (+/- 180 meters Scaled)
 CZ0106
 CZ0106                          SUPERSEDED SURVEY CONTROL
 CZ0106
 CZ0106  NGVD 29 (??/??/92) 1005.972  (m)         3300.43   (f) ADJ UNCH    1 2
 CZ0106
 CZ0106.Superseded values are not recommended for survey control.
 CZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0106.See file dsdata.txt to determine how the superseded data were derived.
 CZ0106
 CZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA322428(NAD 83)
 CZ0106_MARKER: DB = BENCH MARK DISK
 CZ0106_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0106_SP_SET: SANDSTONE OUTCROP
 CZ0106_STAMPING: Q 312 1952
 CZ0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0106+STABILITY: POSITION/ELEVATION WELL
 CZ0106
 CZ0106  HISTORY     - Date     Condition        Report By
 CZ0106  HISTORY     - 1952     MONUMENTED       CGS
 CZ0106  HISTORY     - 1976     MARK NOT FOUND   USGS
 CZ0106
 CZ0106                          STATION DESCRIPTION
 CZ0106
 CZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0106'3.7 MI SE FROM VAIL.
 CZ0106'3.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0106'RAILROAD STATION AT VAIL, 0.3 MILES SOUTHEAST OF THE CROSSING OF THE
 CZ0106'EL PASO NATURAL GAS LINE ROAD, AT MILEPOLE 1007, AT THE BASE OF THE
 CZ0106'NORTHEAST FACE OF A CUT, SET IN TOP OF THE APPROXIMATE CENTER OF A 3
 CZ0106'BY 9 FOOT SANDSTONE OUTCROP PROJECTING 1/2 FOOT ABOVE THE GROUND, 54.9
 CZ0106'FEET WEST OF AND ACROSS THE TRACK FROM MILEPOLE 1007, 26.8 FEET
 CZ0106'SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 1 1/2 FEET LOWER THAN THE
 CZ0106'TRACK.
 CZ0106
 CZ0106                          STATION RECOVERY (1976)
 CZ0106
 CZ0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CZ0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0442 ***********************************************************************
 ES0442  DESIGNATION -  Q 313
 ES0442  PID         -  ES0442
 ES0442  STATE/COUNTY-  AZ/YAVAPAI
 ES0442  USGS QUAD   -  BLOODY BASIN (1967)
 ES0442
 ES0442                         *CURRENT SURVEY CONTROL
 ES0442  ___________________________________________________________________
 ES0442* NAD 83(1986)-  34 09 35.     (N)    111 49 37.     (W)     SCALED    
 ES0442* NAVD 88     -       914.11   (+/-2cm)    2999.0    (feet)  VERTCON   
 ES0442  ___________________________________________________________________
 ES0442  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 ES0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0442
 ES0442.The horizontal coordinates were scaled from a topographic map and have
 ES0442.an estimated accuracy of +/- 6 seconds.
 ES0442
 ES0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0442.The vertical order pertains to the NGVD 29 superseded value.
 ES0442
 ES0442.The geoid height was determined by GEOID03.
 ES0442
 ES0442;                    North         East    Units  Estimated Accuracy
 ES0442;SPC AZ C     -   350,370.      221,630.      MT  (+/- 180 meters Scaled)
 ES0442
 ES0442                          SUPERSEDED SURVEY CONTROL
 ES0442
 ES0442  NGVD 29 (??/??/92)  913.437  (m)         2996.83   (f) ADJ UNCH    2 0
 ES0442
 ES0442.Superseded values are not recommended for survey control.
 ES0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0442.See file dsdata.txt to determine how the superseded data were derived.
 ES0442
 ES0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC237801(NAD 83)
 ES0442_MARKER: DB = BENCH MARK DISK
 ES0442_SETTING: 80 = SET IN A BOULDER
 ES0442_SP_SET: BOULDER
 ES0442_STAMPING: Q 313 1952
 ES0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0442+STABILITY: SURFACE MOTION
 ES0442
 ES0442  HISTORY     - Date     Condition        Report By
 ES0442  HISTORY     - 1952     MONUMENTED       CGS
 ES0442  HISTORY     - 20070811 MARK NOT FOUND   GEOCAC
 ES0442
 ES0442                          STATION DESCRIPTION
 ES0442
 ES0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0442'29.7 MI SE FROM CORDES.
 ES0442'29.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE
 ES0442'AT CORDES, 0.2 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING
 ES0442'NORTHEAST TO THE LX BAR RANCH, ABOUT 80 YARDS SOUTHWEST OF A SMALL
 ES0442'RESERVOIR, AT THE SOUTH WEST END AND ON THE OUTSIDE OF A CURVE, IN TOP
 ES0442'OF A 3-FOOT BY 3-FOOT EMBEDDED BOULDER LOCATED ON THE EAST EDGE OF A
 ES0442'SMALL WASH, 98 FEET SOUTH OF THE CENTER OF A 3-FOOT HIGH ROCK CAIRN ON
 ES0442'THE SOUTHEAST EDGE OF THE ROAD, 64 FEET SOUTHEAST OF THE CENTER LINE
 ES0442'OF AND ABOUT 7 FEET LOWER THAN THE ROAD, 1.4 FEET NORTHEAST OF THE
 ES0442'SOUTHWEST POINT OF A BOULDER.
 ES0442
 ES0442                          STATION RECOVERY (2007)
 ES0442
 ES0442'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0517 ***********************************************************************
 ET0517  DESIGNATION -  Q 315
 ET0517  PID         -  ET0517
 ET0517  STATE/COUNTY-  AZ/YAVAPAI
 ET0517  USGS QUAD   -  MOUNT JOSH (1979)
 ET0517
 ET0517                         *CURRENT SURVEY CONTROL
 ET0517  ___________________________________________________________________
 ET0517* NAD 83(1986)-  34 40 15.     (N)    112 39 58.     (W)     SCALED    
 ET0517* NAVD 88     -      1519.896  (meters)    4986.53   (feet)  POSTED    
 ET0517  ___________________________________________________________________
 ET0517  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ET0517  DYNAMIC HT  -        1517.870 (meters)    4979.88  (feet)  COMP
 ET0517  MODELED GRAV-     979,247.0   (mgal)                       NAVD 88
 ET0517
 ET0517  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0517
 ET0517.The horizontal coordinates were scaled from a topographic map and have
 ET0517.an estimated accuracy of +/- 6 seconds.
 ET0517
 ET0517.The orthometric height was determined by differential leveling
 ET0517.and adjusted in November 2005.
 ET0517.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0517.rate of 2.1 thru 3.0 mm/km.
 ET0517
 ET0517.The geoid height was determined by GEOID03.
 ET0517
 ET0517.The dynamic height is computed by dividing the NAVD 88
 ET0517.geopotential number by the normal gravity value computed on the
 ET0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0517.degrees latitude (g = 980.6199 gals.).
 ET0517
 ET0517.The modeled gravity was interpolated from observed gravity values.
 ET0517
 ET0517;                    North         East    Units  Estimated Accuracy
 ET0517;SPC AZ C     -   407,320.      144,680.      MT  (+/- 180 meters Scaled)
 ET0517
 ET0517                          SUPERSEDED SURVEY CONTROL
 ET0517
 ET0517  NGVD 29 (??/??/92) 1519.063  (m)         4983.79   (f) ADJ UNCH    2 0
 ET0517
 ET0517.Superseded values are not recommended for survey control.
 ET0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0517.See file dsdata.txt to determine how the superseded data were derived.
 ET0517
 ET0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD473378(NAD 83)
 ET0517_MARKER: DB = BENCH MARK DISK
 ET0517_SETTING: 66 = SET IN ROCK OUTCROP
 ET0517_SP_SET: GRANITE OUTCROP
 ET0517_STAMPING: Q 315 1952
 ET0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0517+STABILITY: POSITION/ELEVATION WELL
 ET0517
 ET0517  HISTORY     - Date     Condition        Report By
 ET0517  HISTORY     - 1952     MONUMENTED       CGS
 ET0517  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0517
 ET0517                          STATION DESCRIPTION
 ET0517
 ET0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0517'13.2 MI N FROM SKULL VALLEY.
 ET0517'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FORM THE GENERAL STORE AND
 ET0517'POST OFFICE AT SKULL VALLEY, THENCE 8.6 MILES NORTH ALONG A GRADED
 ET0517'COUNTY ROAD, 0.3 MILE NORTHWEST OF A CATTLE GUARD, 80 YARDS SOUTH OF
 ET0517'THE SOUTHEAST ONE OF TWO 2-FEET CORRUGATED METAL PIPE CULVERT UNDER
 ET0517'THE ROAD, ON TOP OF A SMALL RISE, AT THE NORTHEAST SIDE OF A LARGE
 ET0517'GROUP OF A GRANITE BOULDERS, SET IN TOP OF A 4-FOOT BY 5-FOOT GRANITE
 ET0517'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 81 1/2 FEET SOUTHWEST OF
 ET0517'THE CENTER LINE OF THE ROAD, 60 1/2 FEET NORTHWEST OF A TELEPHONE
 ET0517'POLE, AND ABOUT LEVEL WITH THE ROAD.
 ET0517
 ET0517                          STATION RECOVERY (1974)
 ET0517
 ET0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0149 ***********************************************************************
 ET0149  DESIGNATION -  Q 316
 ET0149  PID         -  ET0149
 ET0149  STATE/COUNTY-  AZ/YAVAPAI
 ET0149  USGS QUAD   -  CHERRY (1973)
 ET0149
 ET0149                         *CURRENT SURVEY CONTROL
 ET0149  ___________________________________________________________________
 ET0149* NAD 83(1986)-  34 32 38.     (N)    112 03 50.     (W)     SCALED    
 ET0149* NAVD 88     -      1464.38   (+/-2cm)    4804.4    (feet)  VERTCON   
 ET0149  ___________________________________________________________________
 ET0149  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ET0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0149
 ET0149.The horizontal coordinates were scaled from a topographic map and have
 ET0149.an estimated accuracy of +/- 6 seconds.
 ET0149
 ET0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0149.The vertical order pertains to the NGVD 29 superseded value.
 ET0149
 ET0149.The geoid height was determined by GEOID03.
 ET0149
 ET0149;                    North         East    Units  Estimated Accuracy
 ET0149;SPC AZ C     -   392,990.      199,850.      MT  (+/- 180 meters Scaled)
 ET0149
 ET0149                          SUPERSEDED SURVEY CONTROL
 ET0149
 ET0149  NGVD 29 (??/??/92) 1463.565  (m)         4801.71   (f) ADJ UNCH    2 0
 ET0149
 ET0149.Superseded values are not recommended for survey control.
 ET0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0149.See file dsdata.txt to determine how the superseded data were derived.
 ET0149
 ET0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD023229(NAD 83)
 ET0149_MARKER: DB = BENCH MARK DISK
 ET0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0149_STAMPING: Q 316 1952
 ET0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0149+STABILITY: SURFACE MOTION
 ET0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0149+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2007
 ET0149
 ET0149  HISTORY     - Date     Condition        Report By
 ET0149  HISTORY     - 1952     MONUMENTED       CGS
 ET0149  HISTORY     - 20070908 GOOD             GEOCAC
 ET0149
 ET0149                          STATION DESCRIPTION
 ET0149
 ET0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0149'6.1 MI SE FROM CHERRY.
 ET0149'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL AT CHERRY, THENCE
 ET0149'1 MILE EAST ALONG THE ROAD TO THE CLOUDT RANCH, 0.65 MILE WEST OF A
 ET0149'WINDMILL, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF
 ET0149'THE CENTER OF A SMALL WASH, 2.4 FEET SOUTHWEST OF A WITNESS POST,
 ET0149'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ET0149'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0149
 ET0149                          STATION RECOVERY (2007)
 ET0149
 ET0149'RECOVERY NOTE BY GEOCACHING 2007 (RHT)
 ET0149'FROM SR 169 HEAD NORTH ON FR 372 FOR 1.34 MILES. HEAD EAST ON A WELL
 ET0149'MANTAINED DIRT ROAD FOR .9 MILES. STATION IS APROX 20 FEET NORTH OF
 ET0149'THE CENTERLINE OF THE ROAD THROUGH A CLEARING IN THE BRUSH ALONG THE
 ET0149'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0082 ***********************************************************************
 CZ0082  DESIGNATION -  Q 317
 CZ0082  PID         -  CZ0082
 CZ0082  STATE/COUNTY-  AZ/PIMA
 CZ0082  USGS QUAD   -  TUCSON SE (1992)
 CZ0082
 CZ0082                         *CURRENT SURVEY CONTROL
 CZ0082  ___________________________________________________________________
 CZ0082* NAD 83(1986)-  32 06 02.     (N)    110 48 23.     (W)     SCALED    
 CZ0082* NAVD 88     -       886.24   (+/-2cm)    2907.6    (feet)  VERTCON   
 CZ0082  ___________________________________________________________________
 CZ0082  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CZ0082  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0082
 CZ0082.The horizontal coordinates were scaled from a topographic map and have
 CZ0082.an estimated accuracy of +/- 6 seconds.
 CZ0082
 CZ0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0082.The vertical order pertains to the NGVD 29 superseded value.
 CZ0082
 CZ0082.The geoid height was determined by GEOID03.
 CZ0082
 CZ0082;                    North         East    Units  Estimated Accuracy
 CZ0082;SPC AZ C     -   122,560.      318,150.      MT  (+/- 180 meters Scaled)
 CZ0082
 CZ0082                          SUPERSEDED SURVEY CONTROL
 CZ0082
 CZ0082  NGVD 29 (??/??/92)  885.553  (m)         2905.35   (f) ADJ UNCH    1 2
 CZ0082
 CZ0082.Superseded values are not recommended for survey control.
 CZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0082.See file dsdata.txt to determine how the superseded data were derived.
 CZ0082
 CZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA182515(NAD 83)
 CZ0082_MARKER: DB = BENCH MARK DISK
 CZ0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0082_SP_SET: CULVERT
 CZ0082_STAMPING: Q 317 1952
 CZ0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0082
 CZ0082  HISTORY     - Date     Condition        Report By
 CZ0082  HISTORY     - 1952     MONUMENTED       CGS
 CZ0082
 CZ0082                          STATION DESCRIPTION
 CZ0082
 CZ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0082'6.8 MI NW FROM VAIL.
 CZ0082'6.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0082'THE STATION AT VAIL, 0.8 MILE NORTHWEST OF THE WATER TANK AT RITA, 0.3
 CZ0082'MILE NORTHWEST OF A ROAD CROSSING, IN THE TOP OF THE OF THE NORTHWEST
 CZ0082'END OF THE NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT, 16.9 FEET
 CZ0082'NORTHEAST OF THE NORTHEAST RAIL, 0.6 FEET SOUTHEAST OF THE NORTHWEST
 CZ0082'END OF THE HEADWALL, AND ABOUT 3 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0890 ***********************************************************************
 CZ0890  DESIGNATION -  Q 318
 CZ0890  PID         -  CZ0890
 CZ0890  STATE/COUNTY-  AZ/PIMA
 CZ0890  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0890
 CZ0890                         *CURRENT SURVEY CONTROL
 CZ0890  ___________________________________________________________________
 CZ0890* NAD 83(1986)-  32 19 49.     (N)    111 47 00.     (W)     SCALED    
 CZ0890* NAVD 88     -       577.21   (+/-2cm)    1893.7    (feet)  VERTCON   
 CZ0890  ___________________________________________________________________
 CZ0890  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 CZ0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0890
 CZ0890.The horizontal coordinates were scaled from a topographic map and have
 CZ0890.an estimated accuracy of +/- 6 seconds.
 CZ0890
 CZ0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0890.The vertical order pertains to the NGVD 29 superseded value.
 CZ0890
 CZ0890.The geoid height was determined by GEOID03.
 CZ0890
 CZ0890;                    North         East    Units  Estimated Accuracy
 CZ0890;SPC AZ C     -   147,500.      225,910.      MT  (+/- 180 meters Scaled)
 CZ0890
 CZ0890                          SUPERSEDED SURVEY CONTROL
 CZ0890
 CZ0890  NGVD 29 (??/??/92)  576.619  (m)         1891.79   (f) ADJ UNCH    2 0
 CZ0890
 CZ0890.Superseded values are not recommended for survey control.
 CZ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0890.See file dsdata.txt to determine how the superseded data were derived.
 CZ0890
 CZ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA262773(NAD 83)
 CZ0890_MARKER: DB = BENCH MARK DISK
 CZ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0890_STAMPING: Q 318 1952
 CZ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0890+STABILITY: SURFACE MOTION
 CZ0890
 CZ0890  HISTORY     - Date     Condition        Report By
 CZ0890  HISTORY     - 1952     MONUMENTED       CGS
 CZ0890
 CZ0890                          STATION DESCRIPTION
 CZ0890
 CZ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0890'16.15 MI NE FROM SANTA ROSA.
 CZ0890'15.25 MILES EAST OF SANTA ROSA, THENCE 0.9 MILE NORTH ALONG A TRACK
 CZ0890'ROAD, AT A SMALL CLEARING, AT A GREASEWOOD FLAT, 18 FEET EAST OF THE
 CZ0890'CENTER LINE OF A TRACK ROAD, 4.1 FEET SOUTHWEST OF A WITNESS POST, AND
 CZ0890'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0890'GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1004 ***********************************************************************
 CZ1004  DESIGNATION -  Q 319
 CZ1004  PID         -  CZ1004
 CZ1004  STATE/COUNTY-  AZ/PINAL
 CZ1004  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1004
 CZ1004                         *CURRENT SURVEY CONTROL
 CZ1004  ___________________________________________________________________
 CZ1004* NAD 83(1986)-  32 57 13.     (N)    111 45 24.     (W)     SCALED    
 CZ1004* NAVD 88     -       442.24   (+/-2cm)    1450.9    (feet)  VERTCON   
 CZ1004  ___________________________________________________________________
 CZ1004  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1004  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1004
 CZ1004.The horizontal coordinates were scaled from a topographic map and have
 CZ1004.an estimated accuracy of +/- 6 seconds.
 CZ1004
 CZ1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1004.The vertical order pertains to the NGVD 29 superseded value.
 CZ1004
 CZ1004.The geoid height was determined by GEOID03.
 CZ1004
 CZ1004;                    North         East    Units  Estimated Accuracy
 CZ1004;SPC AZ C     -   216,620.      228,320.      MT  (+/- 180 meters Scaled)
 CZ1004
 CZ1004                          SUPERSEDED SURVEY CONTROL
 CZ1004
 CZ1004  NGVD 29 (??/??/92)  441.675  (m)         1449.06   (f) ADJ UNCH    1 2
 CZ1004
 CZ1004.Superseded values are not recommended for survey control.
 CZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1004.See file dsdata.txt to determine how the superseded data were derived.
 CZ1004
 CZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB292463(NAD 83)
 CZ1004_MARKER: DB = BENCH MARK DISK
 CZ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1004_STAMPING: Q 319 1952
 CZ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1004+STABILITY: SURFACE MOTION
 CZ1004
 CZ1004  HISTORY     - Date     Condition        Report By
 CZ1004  HISTORY     - 1952     MONUMENTED       CGS
 CZ1004  HISTORY     - 1961     GOOD             NGS
 CZ1004  HISTORY     - 20061018 MARK NOT FOUND   GEOCAC
 CZ1004
 CZ1004                          STATION DESCRIPTION
 CZ1004
 CZ1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1004'5.4 MI N FROM CASA GRANDE.
 CZ1004'5.4 MILES NORTH ALONG STATE HIGHWAY 187 FROM THE SOUTHERN PACIFIC
 CZ1004'COMPANY RAILROAD STEEL WATER TANK AT CASA GRANDE, AT THE MAIN ENTRANCE
 CZ1004'TO WILLIAMS NO. 4 AIRPORT, 127.0 FEET WEST OF THE CENTER LINE OF THE
 CZ1004'HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE TO THE
 CZ1004'AIRPORT, 2.0 FEET WEST OF AIRPORT BOUNDARY FENCE, 1.9 FEET SOUTH OF A
 CZ1004'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CZ1004'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ1004
 CZ1004                          STATION RECOVERY (1961)
 CZ1004
 CZ1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CZ1004'RECOVERED IN GOOD CONDITION.
 CZ1004
 CZ1004                          STATION RECOVERY (2006)
 CZ1004
 CZ1004'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1004'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0123 ***********************************************************************
 GO0123  DESIGNATION -  Q 32
 GO0123  PID         -  GO0123
 GO0123  STATE/COUNTY-  AZ/APACHE
 GO0123  USGS QUAD   -  MANY FARMS SW (1968)
 GO0123
 GO0123                         *CURRENT SURVEY CONTROL
 GO0123  ___________________________________________________________________
 GO0123* NAD 83(1986)-  36 20 18.     (N)    109 38 36.     (W)     SCALED    
 GO0123* NAVD 88     -      1715.887  (meters)    5629.54   (feet)  ADJUSTED  
 GO0123  ___________________________________________________________________
 GO0123  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GO0123  DYNAMIC HT  -        1713.773 (meters)    5622.60  (feet)  COMP
 GO0123  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 GO0123
 GO0123  VERT ORDER  -  FIRST     CLASS II
 GO0123
 GO0123.The horizontal coordinates were scaled from a topographic map and have
 GO0123.an estimated accuracy of +/- 6 seconds.
 GO0123
 GO0123.The orthometric height was determined by differential leveling
 GO0123.and adjusted in June 1991.
 GO0123
 GO0123.The geoid height was determined by GEOID03.
 GO0123
 GO0123.The dynamic height is computed by dividing the NAVD 88
 GO0123.geopotential number by the normal gravity value computed on the
 GO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0123.degrees latitude (g = 980.6199 gals.).
 GO0123
 GO0123.The modeled gravity was interpolated from observed gravity values.
 GO0123
 GO0123;                    North         East    Units  Estimated Accuracy
 GO0123;SPC AZ E     -   592,180.      260,340.      MT  (+/- 180 meters Scaled)
 GO0123
 GO0123                          SUPERSEDED SURVEY CONTROL
 GO0123
 GO0123  NGVD 29 (??/??/92) 1715.027  (m)         5626.72   (f) ADJ UNCH    1 2
 GO0123
 GO0123.Superseded values are not recommended for survey control.
 GO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0123.See file dsdata.txt to determine how the superseded data were derived.
 GO0123
 GO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF217223(NAD 83)
 GO0123_MARKER: DB = BENCH MARK DISK
 GO0123_SETTING: 66 = SET IN ROCK OUTCROP
 GO0123_SP_SET: SET IN ROCK OUTCROP
 GO0123_STAMPING: Q 32 1933
 GO0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0123+STABILITY: POSITION/ELEVATION WELL
 GO0123
 GO0123  HISTORY     - Date     Condition        Report By
 GO0123  HISTORY     - 1933     MONUMENTED       CGS
 GO0123  HISTORY     - 1934     GOOD             NGS
 GO0123  HISTORY     - 1968     GOOD             UTU
 GO0123
 GO0123                          STATION DESCRIPTION
 GO0123
 GO0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0123'17.5 MI NW FROM CHIN LEE.
 GO0123'ABOUT 17.5 MILES NORTHWEST ALONG THE ROAD TO KAYENTA FROM THE POST
 GO0123'OFFICE AT CHIN LEE, ABOUT 15.5 MILES EAST OF THE JUNCTION OF THE WEST
 GO0123'ROAD LEADING TO ROUGH ROCK SPRINGS, 128.5 FEET SOUTH OF A POINT IN A
 GO0123'DIP WHERE THE CENTERLINE OF THE ROAD IS 51 FEET SOUTHWEST OF THE ROCK
 GO0123'RIM OF A VALLEY RUNNING NORTHWEST, 74 FEET WEST OF THE CENTERLINE OF
 GO0123'THE ROAD, IN THE FACE OF A LIMESTONE OUTCROP IN THE BED OF A SMALL
 GO0123'WASH, AND ABOUT 3 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GO0123'Q 32 1933.
 GO0123
 GO0123                          STATION RECOVERY (1968)
 GO0123
 GO0123'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0750 ***********************************************************************
 DA0750  DESIGNATION -  Q 320
 DA0750  PID         -  DA0750
 DA0750  STATE/COUNTY-  AZ/MARICOPA
 DA0750  USGS QUAD   -  SENTINEL NE (1986)
 DA0750
 DA0750                         *CURRENT SURVEY CONTROL
 DA0750  ___________________________________________________________________
 DA0750* NAD 83(1986)-  32 52 45.     (N)    113 05 48.     (W)     SCALED    
 DA0750* NAVD 88     -       222.425  (meters)     729.74   (feet)  ADJUSTED  
 DA0750  ___________________________________________________________________
 DA0750  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DA0750  DYNAMIC HT  -         222.166 (meters)     728.89  (feet)  COMP
 DA0750  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 DA0750
 DA0750  VERT ORDER  -  FIRST     CLASS II
 DA0750
 DA0750.The horizontal coordinates were scaled from a topographic map and have
 DA0750.an estimated accuracy of +/- 6 seconds.
 DA0750
 DA0750.The orthometric height was determined by differential leveling
 DA0750.and adjusted in June 1991.
 DA0750
 DA0750.The geoid height was determined by GEOID03.
 DA0750
 DA0750.The dynamic height is computed by dividing the NAVD 88
 DA0750.geopotential number by the normal gravity value computed on the
 DA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0750.degrees latitude (g = 980.6199 gals.).
 DA0750
 DA0750.The modeled gravity was interpolated from observed gravity values.
 DA0750
 DA0750;                    North         East    Units  Estimated Accuracy
 DA0750;SPC AZ C     -   208,970.      102,940.      MT  (+/- 180 meters Scaled)
 DA0750
 DA0750                          SUPERSEDED SURVEY CONTROL
 DA0750
 DA0750  NGVD 29 (??/??/92)  221.812  (m)          727.73   (f) ADJ UNCH    1 2
 DA0750
 DA0750.Superseded values are not recommended for survey control.
 DA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0750.See file dsdata.txt to determine how the superseded data were derived.
 DA0750
 DA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB038398(NAD 83)
 DA0750_MARKER: DB = BENCH MARK DISK
 DA0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0750_STAMPING: Q 320 1952
 DA0750_MARK LOGO: CGS   
 DA0750_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0750+STABILITY: SURFACE MOTION
 DA0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0750+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0750
 DA0750  HISTORY     - Date     Condition        Report By
 DA0750  HISTORY     - 1952     MONUMENTED       CGS
 DA0750  HISTORY     - 1960     GOOD             NGS
 DA0750  HISTORY     - 1980     GOOD             NGS
 DA0750  HISTORY     - 1980     GOOD             NGS
 DA0750  HISTORY     - 20060128 GOOD             USPSQD
 DA0750  HISTORY     - 20060128 GOOD             USPSQD
 DA0750
 DA0750                          STATION DESCRIPTION
 DA0750
 DA0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0750'6.8 MI E FROM SENTINEL.
 DA0750'6.8 MILES EAST, ALONG SOUTHERN PACIFIC COMPANY RAILROAD FROM THE WATER
 DA0750'TANK AT SENTINEL, 3 POLES EAST OF SEMAPHORE 8328, 153.6 FEET SOUTH OF
 DA0750'A FENCE, 43 FEET NORTH OF THE NORTH RAIL, 2.3 FEET EAST OF MILEPOST
 DA0750'833, 2.2 FEET WEST OF A WITNESS POST, 2 1/2 FEET LOWER THAN THE TRACK,
 DA0750'AND SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0750'GROUND.
 DA0750
 DA0750                          STATION RECOVERY (1960)
 DA0750
 DA0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0750'RECOVERED IN GOOD CONDITION.
 DA0750
 DA0750                          STATION RECOVERY (1980)
 DA0750
 DA0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0750'11.1 KM (6.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0750'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM
 DA0750'(0.1 MI) EAST OF THE SOUTH END OF A METAL TANK, AT RAILROAD MILEPOLE
 DA0750'833, 13.1 METERS (43.0 FT) NORTH OF THE NORTH RAIL, 0.6 METER (2.0 FT)
 DA0750'EAST OF THE MILEPOLE.
 DA0750'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0750'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0750
 DA0750                          STATION RECOVERY (1980)
 DA0750
 DA0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0750'11.1 KM (6.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0750'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM
 DA0750'(0.1 MI) EAST OF THE SOUTH END OF A METAL TANK, AT RAILROAD MILEPOLE
 DA0750'833, 13.1 METERS (43.0 FT) NORTH OF THE NORTH RAIL, 0.6 METER (2.0 FT)
 DA0750'EAST OF THE MILEPOLE.
 DA0750'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0750'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0750
 DA0750                          STATION RECOVERY (2006)
 DA0750
 DA0750'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0750'RECOVERED AS DESCRIBED.
 DA0750
 DA0750                          STATION RECOVERY (2006)
 DA0750
 DA0750'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0750'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1118 ***********************************************************************
 DA1118  DESIGNATION -  Q 321
 DA1118  PID         -  DA1118
 DA1118  STATE/COUNTY-  AZ/YUMA
 DA1118  USGS QUAD   -  AZTEC HILLS (1982)
 DA1118
 DA1118                         *CURRENT SURVEY CONTROL
 DA1118  ___________________________________________________________________
 DA1118* NAD 83(1986)-  32 49 46.     (N)    113 23 53.     (W)     SCALED    
 DA1118* NAVD 88     -       149.272  (meters)     489.74   (feet)  ADJUSTED  
 DA1118  ___________________________________________________________________
 DA1118  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DA1118  DYNAMIC HT  -         149.101 (meters)     489.18  (feet)  COMP
 DA1118  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 DA1118
 DA1118  VERT ORDER  -  FIRST     CLASS II
 DA1118
 DA1118.The horizontal coordinates were scaled from a topographic map and have
 DA1118.an estimated accuracy of +/- 6 seconds.
 DA1118
 DA1118.The orthometric height was determined by differential leveling
 DA1118.and adjusted in June 1991.
 DA1118
 DA1118.The geoid height was determined by GEOID03.
 DA1118
 DA1118.The dynamic height is computed by dividing the NAVD 88
 DA1118.geopotential number by the normal gravity value computed on the
 DA1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1118.degrees latitude (g = 980.6199 gals.).
 DA1118
 DA1118.The modeled gravity was interpolated from observed gravity values.
 DA1118
 DA1118;                    North         East    Units  Estimated Accuracy
 DA1118;SPC AZ W     -   202,900.      246,310.      MT  (+/- 180 meters Scaled)
 DA1118
 DA1118                          SUPERSEDED SURVEY CONTROL
 DA1118
 DA1118  NGVD 29 (??/??/92)  148.752  (m)          488.03   (f) ADJ UNCH    1 2
 DA1118
 DA1118.Superseded values are not recommended for survey control.
 DA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1118.See file dsdata.txt to determine how the superseded data were derived.
 DA1118
 DA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB755349(NAD 83)
 DA1118_MARKER: DB = BENCH MARK DISK
 DA1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1118_STAMPING: Q 321 1952
 DA1118_MARK LOGO: CGS   
 DA1118_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1118+STABILITY: SURFACE MOTION
 DA1118
 DA1118  HISTORY     - Date     Condition        Report By
 DA1118  HISTORY     - 1952     MONUMENTED       CGS
 DA1118  HISTORY     - 1980     GOOD             NGS
 DA1118  HISTORY     - 1980     GOOD             NGS
 DA1118
 DA1118                          STATION DESCRIPTION
 DA1118
 DA1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1118'2.9 MI E FROM AZTEC.
 DA1118'2.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1118'WATER TANK AT AZTEC, 102 FEET SOUTH OF THE CENTER LINE OF UNITED
 DA1118'STATES HIGHWAY 80, 44.4 FEET NORTH OF THE NORTH RAIL, 2 1/2 FEET EAST
 DA1118'OF MILEPOST 815, 2.8 FEET WEST OF A WITNESS POST, 2 1/2 FEET LOWER
 DA1118'THAN THE RAILROAD TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA1118'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA1118
 DA1118                          STATION RECOVERY (1980)
 DA1118
 DA1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1118'4.4 KM (2.75 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1118'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 815, 13.6 METERS (44.5
 DA1118'FT) NORTHWEST OF THE NORTHWEST RAIL, 31.1 METERS (102 FT) SOUTHEAST
 DA1118'OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.8 METER (2.5 FT) SOUTHWEST
 DA1118'OF THE MILEPOLE.
 DA1118'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1118'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1118
 DA1118                          STATION RECOVERY (1980)
 DA1118
 DA1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1118'4.4 KM (2.75 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1118'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 815, 13.6 METERS (44.5
 DA1118'FT) NORTHWEST OF THE NORTHWEST RAIL, 31.1 METERS (102 FT) SOUTHEAST
 DA1118'OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.8 METER (2.5 FT) SOUTHWEST
 DA1118'OF THE MILEPOLE.
 DA1118'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1118'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1051 ***********************************************************************
 DA1051  DESIGNATION -  Q 322
 DA1051  PID         -  DA1051
 DA1051  STATE/COUNTY-  AZ/YUMA
 DA1051  USGS QUAD   -  TACNA (1982)
 DA1051
 DA1051                         *CURRENT SURVEY CONTROL
 DA1051  ___________________________________________________________________
 DA1051* NAD 83(1986)-  32 41 26.     (N)    113 59 32.     (W)     SCALED    
 DA1051* NAVD 88     -       110.172  (meters)     361.46   (feet)  ADJUSTED  
 DA1051  ___________________________________________________________________
 DA1051  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DA1051  DYNAMIC HT  -         110.046 (meters)     361.04  (feet)  COMP
 DA1051  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 DA1051
 DA1051  VERT ORDER  -  FIRST     CLASS II
 DA1051
 DA1051.The horizontal coordinates were scaled from a topographic map and have
 DA1051.an estimated accuracy of +/- 6 seconds.
 DA1051
 DA1051.The orthometric height was determined by differential leveling
 DA1051.and adjusted in June 1991.
 DA1051
 DA1051.The geoid height was determined by GEOID03.
 DA1051
 DA1051.The dynamic height is computed by dividing the NAVD 88
 DA1051.geopotential number by the normal gravity value computed on the
 DA1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1051.degrees latitude (g = 980.6199 gals.).
 DA1051
 DA1051.The modeled gravity was interpolated from observed gravity values.
 DA1051
 DA1051;                    North         East    Units  Estimated Accuracy
 DA1051;SPC AZ W     -   187,470.      190,650.      MT  (+/- 180 meters Scaled)
 DA1051
 DA1051                          SUPERSEDED SURVEY CONTROL
 DA1051
 DA1051.No superseded survey control is available for this station.
 DA1051
 DA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB194209(NAD 83)
 DA1051_MARKER: DB = BENCH MARK DISK
 DA1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1051_STAMPING: Q 322 1952
 DA1051_MARK LOGO: CGS   
 DA1051_PROJECTION: PROJECTING 12 CENTIMETERS
 DA1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1051+STABILITY: SURFACE MOTION
 DA1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1051+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1051
 DA1051  HISTORY     - Date     Condition        Report By
 DA1051  HISTORY     - 1952     MONUMENTED       CGS
 DA1051  HISTORY     - 1960     GOOD             NGS
 DA1051  HISTORY     - 1981     GOOD             NGS
 DA1051  HISTORY     - 1981     GOOD             NGS
 DA1051  HISTORY     - 20090206 GOOD             GEOCAC
 DA1051
 DA1051                          STATION DESCRIPTION
 DA1051
 DA1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1051'1.6 MI W FROM TACNA.
 DA1051'8.3 MILES ALONG U. S. HIGHWAY 80 FROM POST OFFICE AT WELLTON AND 1.6
 DA1051'MILE WEST FROM POST OFFICE AT TACNA, 0.55 MILE WEST FROM HIGHWAY MILE
 DA1051'POST 43, 44 FEET NORTH FROM NORTH RAIL OF RAILROAD TRACKS, 2.6 FEET
 DA1051'EAST OF A POLE, 1.8 FEET WEST FROM A WHITE WOODEN WITNESS POST.
 DA1051'LOCATION OF RAILROAD MILE POST 779, 0.4 MILE EAST FROM BENCH MARK, MAY
 DA1051'EVENTUALLY BE CHANGED.  MARK PROJECTS 5-INCHES ABOVE GROUND SURFACE.
 DA1051
 DA1051                          STATION RECOVERY (1981)
 DA1051
 DA1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1051'3.95 KM (2.45 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DA1051'TACNA, 0.55 KM (0.35 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1051'MILEPOLE 779, 0.4 KM (0.25 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 38E
 DA1051'31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.9 M
 DA1051'(45.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 5.6 M (18.5 FT) NORTHWEST
 DA1051'OF THE CENTERLINE OF A DIRT RAILROAD-SERVICE ROAD.
 DA1051'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1051'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1051
 DA1051                          STATION RECOVERY (1981)
 DA1051
 DA1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1051'3.95 KM (2.45 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DA1051'TACNA, 0.55 KM (0.35 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1051'MILEPOLE 779, 0.4 KM (0.25 MI) SOUTHWEST OF THE JUNCTION OF AVENUE 38E
 DA1051'31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.9 M
 DA1051'(45.5 FT) NORTHWEST OF THE NORTHWEST RAIL, 5.6 M (18.5 FT) NORTHWEST
 DA1051'OF THE CENTERLINE OF A DIRT RAILROAD-SERVICE ROAD.
 DA1051'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1051'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DA1051
 DA1051                          STATION RECOVERY (2009)
 DA1051
 DA1051'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1051'RECOVERED IN GOOD CONDITION. THE WITNESS POST IS NO LONGER PRESENT.
 DA1051'HANDHELD GPSR (HH2) INDICATED COORDINATES OF N 32 41' 26.9 W 113 59'
 DA1051'31.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0410 ***********************************************************************
 DT0410  DESIGNATION -  Q 323
 DT0410  PID         -  DT0410
 DT0410  STATE/COUNTY-  AZ/GRAHAM
 DT0410  USGS QUAD   -  GILA PEAK (1989)
 DT0410
 DT0410                         *CURRENT SURVEY CONTROL
 DT0410  ___________________________________________________________________
 DT0410* NAD 83(1986)-  33 14 38.     (N)    109 53 25.     (W)     SCALED    
 DT0410* NAVD 88     -      1556.446  (meters)    5106.44   (feet)  ADJUSTED  
 DT0410  ___________________________________________________________________
 DT0410  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DT0410  DYNAMIC HT  -        1554.127 (meters)    5098.83  (feet)  COMP
 DT0410  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 DT0410
 DT0410  VERT ORDER  -  SECOND    CLASS 0
 DT0410
 DT0410.The horizontal coordinates were scaled from a topographic map and have
 DT0410.an estimated accuracy of +/- 6 seconds.
 DT0410
 DT0410.The orthometric height was determined by differential leveling
 DT0410.and adjusted in June 1991.
 DT0410
 DT0410.The geoid height was determined by GEOID03.
 DT0410
 DT0410.The dynamic height is computed by dividing the NAVD 88
 DT0410.geopotential number by the normal gravity value computed on the
 DT0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0410.degrees latitude (g = 980.6199 gals.).
 DT0410
 DT0410.The modeled gravity was interpolated from observed gravity values.
 DT0410
 DT0410;                    North         East    Units  Estimated Accuracy
 DT0410;SPC AZ E     -   248,830.      239,120.      MT  (+/- 180 meters Scaled)
 DT0410
 DT0410                          SUPERSEDED SURVEY CONTROL
 DT0410
 DT0410  NGVD 29 (??/??/92) 1555.688  (m)         5103.95   (f) ADJ UNCH    2 0
 DT0410
 DT0410.Superseded values are not recommended for survey control.
 DT0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0410.See file dsdata.txt to determine how the superseded data were derived.
 DT0410
 DT0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB033788(NAD 83)
 DT0410_MARKER: DB = BENCH MARK DISK
 DT0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0410_STAMPING: Q 323 1952
 DT0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0410+STABILITY: SURFACE MOTION
 DT0410
 DT0410  HISTORY     - Date     Condition        Report By
 DT0410  HISTORY     - 1952     MONUMENTED       CGS
 DT0410
 DT0410                          STATION DESCRIPTION
 DT0410
 DT0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0410'3.3 MI SW FROM ARSENIC TUBS RANCH HDQRS.
 DT0410'0.2 MILE SOUTH ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0410'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0410'THENCE 0.6 MILE SOUTH ALONG A DIM TRACK ROAD, 0.6 MILE SOUTH OF 3
 DT0410'WATER TROUGHS, AT A FENCE LINE, 17 1/2 FEET SOUTHEAST OF THE CENTER
 DT0410'LINE OF A DIM TRACK ROAD, 1.5 FEET NORTHEAST OF THE FENCE, 2.2 FEET
 DT0410'SOUTHEAST OF A WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP
 DT0410'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0447 ***********************************************************************
 CY0447  DESIGNATION -  Q 324
 CY0447  PID         -  CY0447
 CY0447  STATE/COUNTY-  AZ/COCHISE
 CY0447  USGS QUAD   -  LUZENA (1979)
 CY0447
 CY0447                         *CURRENT SURVEY CONTROL
 CY0447  ___________________________________________________________________
 CY0447* NAD 83(1986)-  32 20 51.     (N)    109 34 15.     (W)     SCALED    
 CY0447* NAVD 88     -      1199.59   (+/-2cm)    3935.7    (feet)  VERTCON   
 CY0447  ___________________________________________________________________
 CY0447  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0447  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0447
 CY0447.The horizontal coordinates were scaled from a topographic map and have
 CY0447.an estimated accuracy of +/- 6 seconds.
 CY0447
 CY0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0447.The vertical order pertains to the NGVD 29 superseded value.
 CY0447
 CY0447.The geoid height was determined by GEOID03.
 CY0447
 CY0447;                    North         East    Units  Estimated Accuracy
 CY0447;SPC AZ E     -   149,550.      269,440.      MT  (+/- 180 meters Scaled)
 CY0447
 CY0447                          SUPERSEDED SURVEY CONTROL
 CY0447
 CY0447  NGVD 29 (??/??/92) 1198.798  (m)         3933.06   (f) ADJ UNCH    1 2
 CY0447
 CY0447.Superseded values are not recommended for survey control.
 CY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0447.See file dsdata.txt to determine how the superseded data were derived.
 CY0447
 CY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA344798(NAD 83)
 CY0447_MARKER: DB = BENCH MARK DISK
 CY0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0447_SP_SET: BRIDGE
 CY0447_STAMPING: Q 324 1952
 CY0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0447
 CY0447  HISTORY     - Date     Condition        Report By
 CY0447  HISTORY     - 1952     MONUMENTED       CGS
 CY0447
 CY0447                          STATION DESCRIPTION
 CY0447
 CY0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0447'5.15 MI W FROM BOWIE.
 CY0447'5.15 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CY0447'STATION AT BOWIE, 0.3 MILE EAST OF MILEPOLE NUMBER 1093, IN THE TOP OF
 CY0447'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER 1093.34,
 CY0447'103 1/2 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 94 1/2 FEET
 CY0447'SOUTH OF A FENCE, 29 1/2 FEET EAST OF A SECTION CAR SIDING, 6 1/2 FEET
 CY0447'NORTH OF THE NORTH RAIL, ABOUT 1.8 FEET WEST OF THE EAST EDGE OF A
 CY0447'BRIDGE, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0001 ***********************************************************************
 CZ0001  DESIGNATION -  Q 325
 CZ0001  PID         -  CZ0001
 CZ0001  STATE/COUNTY-  AZ/COCHISE
 CZ0001  USGS QUAD   -  DRAGOON (1995)
 CZ0001
 CZ0001                         *CURRENT SURVEY CONTROL
 CZ0001  ___________________________________________________________________
 CZ0001* NAD 83(1986)-  32 00 15.     (N)    110 04 04.     (W)     SCALED    
 CZ0001* NAVD 88     -      1378.59   (+/-2cm)    4522.9    (feet)  VERTCON   
 CZ0001  ___________________________________________________________________
 CZ0001  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CZ0001  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0001
 CZ0001.The horizontal coordinates were scaled from a topographic map and have
 CZ0001.an estimated accuracy of +/- 6 seconds.
 CZ0001
 CZ0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0001.The vertical order pertains to the NGVD 29 superseded value.
 CZ0001
 CZ0001.The geoid height was determined by GEOID03.
 CZ0001
 CZ0001;                    North         East    Units  Estimated Accuracy
 CZ0001;SPC AZ E     -   111,330.      222,700.      MT  (+/- 180 meters Scaled)
 CZ0001
 CZ0001                          SUPERSEDED SURVEY CONTROL
 CZ0001
 CZ0001  NGVD 29 (??/??/92) 1377.704  (m)         4520.02   (f) ADJ UNCH    1 2
 CZ0001
 CZ0001.Superseded values are not recommended for survey control.
 CZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0001.See file dsdata.txt to determine how the superseded data were derived.
 CZ0001
 CZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA880412(NAD 83)
 CZ0001_MARKER: DB = BENCH MARK DISK
 CZ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0001_STAMPING: Q 325 1952
 CZ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0001+STABILITY: SURFACE MOTION
 CZ0001
 CZ0001  HISTORY     - Date     Condition        Report By
 CZ0001  HISTORY     - 1952     MONUMENTED       CGS
 CZ0001  HISTORY     - 1960     GOOD             NGS
 CZ0001
 CZ0001                          STATION DESCRIPTION
 CZ0001
 CZ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0001'2.4 MI SW FROM DRAGOON.
 CZ0001'2.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0001'THE STATION AT DRAGOON, 0.2 MILE NORTHEAST OF THE NORTHEAST END OF A
 CZ0001'DEEP CULVERT, AT ABOUT THE MIDDLE AND ON THE INSIDE OF A CURVE IN THE
 CZ0001'TRACK, 144 1/2 FEET NORTHEAST OF THE NORTHEAST END OF A CULVERT, 133.0
 CZ0001'FEET NORTH OF A SECTION CAR SIDING, 94.6 FEET NORTHWEST OF THE
 CZ0001'NORTH-RAIL, NUMBER 15K, 3.3 FEET SOUTHEAST OF A FENCE, 2.1 FEET
 CZ0001'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN A
 CZ0001'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0001
 CZ0001                          STATION RECOVERY (1960)
 CZ0001
 CZ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0277 ***********************************************************************
 ET0277  DESIGNATION -  Q 329
 ET0277  PID         -  ET0277
 ET0277  STATE/COUNTY-  AZ/YAVAPAI
 ET0277  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0277
 ET0277                         *CURRENT SURVEY CONTROL
 ET0277  ___________________________________________________________________
 ET0277* NAD 83(1986)-  34 07 02.     (N)    112 02 57.     (W)     SCALED    
 ET0277* NAVD 88     -      1077.07   (+/-2cm)    3533.7    (feet)  VERTCON   
 ET0277  ___________________________________________________________________
 ET0277  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 ET0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0277
 ET0277.The horizontal coordinates were scaled from a topographic map and have
 ET0277.an estimated accuracy of +/- 6 seconds.
 ET0277
 ET0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0277.The vertical order pertains to the NGVD 29 superseded value.
 ET0277
 ET0277.The geoid height was determined by GEOID03.
 ET0277
 ET0277;                    North         East    Units  Estimated Accuracy
 ET0277;SPC AZ C     -   345,660.      201,140.      MT  (+/- 180 meters Scaled)
 ET0277
 ET0277                          SUPERSEDED SURVEY CONTROL
 ET0277
 ET0277  NGVD 29 (??/??/92) 1076.429  (m)         3531.58   (f) ADJ UNCH    2 0
 ET0277
 ET0277.Superseded values are not recommended for survey control.
 ET0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0277.See file dsdata.txt to determine how the superseded data were derived.
 ET0277
 ET0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC032756(NAD 83)
 ET0277_MARKER: DB = BENCH MARK DISK
 ET0277_SETTING: 80 = SET IN A BOULDER
 ET0277_SP_SET: BOULDER
 ET0277_STAMPING: Q 329 1952
 ET0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0277+STABILITY: SURFACE MOTION
 ET0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0277+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 ET0277
 ET0277  HISTORY     - Date     Condition        Report By
 ET0277  HISTORY     - 1952     MONUMENTED       CGS
 ET0277  HISTORY     - 20080404 GOOD             GEOCAC
 ET0277
 ET0277                          STATION DESCRIPTION
 ET0277
 ET0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0277'24.4 MI S FROM CORDES.
 ET0277'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0277'STORE AT CORDES, THENCE 9.5 MILES SOUTH ALONG A TRACK ROAD, ON THE
 ET0277'NORTH RIM OF SQUAW CREEK CANYON, IN LINE WITH THE POWER LINE, BETWEEN
 ET0277'TWO DUAL POWER LINE POLES, IN TOP OF A 3-FOOT BY 3-FOOT EMBEDDED
 ET0277'BOULDER PROJECTING 1/2 FOOT ABOVE THE GROUND, 200 FEET SOUTHEAST OF
 ET0277'THE CENTER LINE OF AND ABOUT 6 FEET HIGHER THAN THE ROAD AT THE
 ET0277'TELEPHONE POLE LINE CROSSING, 78 FEET NORTHWEST OF A STEEP DROP AT THE
 ET0277'EDGE OF THE RIM, 8.0 FEET NORTH OF THE SOUTHEAST DUAL POWER LINE POLE,
 ET0277'AND 6.0 FEET EAST OF THE NORTHWEST DUAL POWER LINE POLE.
 ET0277
 ET0277                          STATION RECOVERY (2008)
 ET0277
 ET0277'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0277'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0277'THE DESCRIPTION - THE MARK IS 8.0 FEET NORTH OF POWER POLE 53-8 AND
 ET0277'200 FEET SOUTH OF THE CENTERLINE OF FR 610. HANDHELD COORDINATES
 ET0277'34 07 02.8 (N)   112 02 57.4 (W)  (NAD 83).
 ET0277' 
 ET0277'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF BLOODY BASIN
 ET0277'ROAD AND INTERSTATE 17 TAKE BLOODY BASIN ROAD SOUTH FOR 10.9 MILES TO
 ET0277'FR 9014. TURN RIGHT ON FR 9014 AND GO SOUTH FOR 2.6 MILES AND BEAR
 ET0277'RIGHT ON TO FR 14. TAKE FR 14 SOUTH FOR 1.9 MILES TO A GATE ON THE
 ET0277'RIGHT AND FR 610. CONTINUE THROUGH THE GATE AND GO SOUTHWEST ON FR 610
 ET0277'FOR 5.3 MILES TO THE STATION ON THE LEFT.
 ET0277'NOTE THAT FR 610 HAS SOME DIM AND ROUGH STRETCHES SO TRAVEL WITH A 4X4
 ET0277'HIGH CLEARANCE VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0307 ***********************************************************************
 FP0307  DESIGNATION -  Q 33
 FP0307  PID         -  FP0307
 FP0307  STATE/COUNTY-  AZ/APACHE
 FP0307  USGS QUAD   -  BEAUTIFUL VALLEY WELL (1983)
 FP0307
 FP0307                         *CURRENT SURVEY CONTROL
 FP0307  ___________________________________________________________________
 FP0307* NAD 83(1986)-  35 55 13.     (N)    109 36 16.     (W)     SCALED    
 FP0307* NAVD 88     -      1856.853  (meters)    6092.03   (feet)  ADJUSTED  
 FP0307  ___________________________________________________________________
 FP0307  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 FP0307  DYNAMIC HT  -        1854.443 (meters)    6084.12  (feet)  COMP
 FP0307  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 FP0307
 FP0307  VERT ORDER  -  FIRST     CLASS II
 FP0307
 FP0307.The horizontal coordinates were scaled from a topographic map and have
 FP0307.an estimated accuracy of +/- 6 seconds.
 FP0307
 FP0307.The orthometric height was determined by differential leveling
 FP0307.and adjusted in June 1991.
 FP0307
 FP0307.The geoid height was determined by GEOID03.
 FP0307
 FP0307.The dynamic height is computed by dividing the NAVD 88
 FP0307.geopotential number by the normal gravity value computed on the
 FP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0307.degrees latitude (g = 980.6199 gals.).
 FP0307
 FP0307.The modeled gravity was interpolated from observed gravity values.
 FP0307
 FP0307;                    North         East    Units  Estimated Accuracy
 FP0307;SPC AZ E     -   545,810.      264,100.      MT  (+/- 180 meters Scaled)
 FP0307
 FP0307                          SUPERSEDED SURVEY CONTROL
 FP0307
 FP0307  NGVD 29 (??/??/92) 1855.957  (m)         6089.09   (f) ADJ UNCH    1 2
 FP0307
 FP0307.Superseded values are not recommended for survey control.
 FP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0307.See file dsdata.txt to determine how the superseded data were derived.
 FP0307
 FP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE259760(NAD 83)
 FP0307_MARKER: DB = BENCH MARK DISK
 FP0307_SETTING: 0 = UNSPECIFIED SETTING
 FP0307_STAMPING: 6089.086 Q33 1933
 FP0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0307
 FP0307  HISTORY     - Date     Condition        Report By
 FP0307  HISTORY     - 1933     MONUMENTED       CGS
 FP0307  HISTORY     - 1972     GOOD             USGS
 FP0307
 FP0307                          STATION DESCRIPTION
 FP0307
 FP0307'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0307'18.95 MI NW FROM GANADO.
 FP0307'.15 MILES SOUTH OF THE P O IN GANADO, THENCE WEST ALONG STATE HWY 264
 FP0307'AND 63 6.15 MILES THENCE NORTH ON STATE HWY 63 12.35 MILES TO A BLADED
 FP0307'ROAD.  TURN RIGHT (EAST) THENCE .2 MILES TO THE OLD HWY.  TURN LEFT
 FP0307'(NORTH) FOR .1 MILE BM IS 26 FEET WEST OF THE OLD ROAD AND 3.5 FEET
 FP0307'WEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0308 ***********************************************************************
 CY0308  DESIGNATION -  Q 330
 CY0308  PID         -  CY0308
 CY0308  STATE/COUNTY-  AZ/COCHISE
 CY0308  USGS QUAD   -  SAN SIMON (1987)
 CY0308
 CY0308                         *CURRENT SURVEY CONTROL
 CY0308  ___________________________________________________________________
 CY0308* NAD 83(1986)-  32 15 49.     (N)    109 12 48.     (W)     SCALED    
 CY0308* NAVD 88     -      1100.547  (meters)    3610.71   (feet)  ADJUSTED  
 CY0308  ___________________________________________________________________
 CY0308  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CY0308  DYNAMIC HT  -        1098.917 (meters)    3605.36  (feet)  COMP
 CY0308  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 CY0308
 CY0308  VERT ORDER  -  FIRST     CLASS II
 CY0308
 CY0308.The horizontal coordinates were scaled from a topographic map and have
 CY0308.an estimated accuracy of +/- 6 seconds.
 CY0308
 CY0308.The orthometric height was determined by differential leveling
 CY0308.and adjusted in June 1991.
 CY0308
 CY0308.The geoid height was determined by GEOID03.
 CY0308
 CY0308.The dynamic height is computed by dividing the NAVD 88
 CY0308.geopotential number by the normal gravity value computed on the
 CY0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0308.degrees latitude (g = 980.6199 gals.).
 CY0308
 CY0308.The modeled gravity was interpolated from observed gravity values.
 CY0308
 CY0308;                    North         East    Units  Estimated Accuracy
 CY0308;SPC AZ E     -   140,500.      303,180.      MT  (+/- 180 meters Scaled)
 CY0308
 CY0308                          SUPERSEDED SURVEY CONTROL
 CY0308
 CY0308  NGVD 29 (??/??/92) 1099.952  (m)         3608.76   (f) ADJ UNCH    1 2
 CY0308
 CY0308.Superseded values are not recommended for survey control.
 CY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0308.See file dsdata.txt to determine how the superseded data were derived.
 CY0308
 CY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA682710(NAD 83)
 CY0308_MARKER: DB = BENCH MARK DISK
 CY0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0308_STAMPING: Q 330 1952
 CY0308_PROJECTION: PROJECTING 21 CENTIMETERS
 CY0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0308+STABILITY: SURFACE MOTION
 CY0308
 CY0308  HISTORY     - Date     Condition        Report By
 CY0308  HISTORY     - 1952     MONUMENTED       CGS
 CY0308  HISTORY     - 1960     GOOD             NGS
 CY0308  HISTORY     - 1979     GOOD             NGS
 CY0308
 CY0308                          STATION DESCRIPTION
 CY0308
 CY0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0308'0.95 MI E FROM SAN SIMON.
 CY0308'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0308'RAILROAD STATION AT SAN SIMON, THENCE 0.8 MILE EAST ALONG STATE
 CY0308'HIGHWAY 86, 99.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 75 FEET
 CY0308'NORTHEAST OF THE NORTH END OF A 24 INCH PIPE CULVERT, 3 FEET SOUTH OF
 CY0308'A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CY0308'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0308
 CY0308                          STATION RECOVERY (1960)
 CY0308
 CY0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0308'RECOVERED IN GOOD CONDITION.
 CY0308
 CY0308                          STATION RECOVERY (1979)
 CY0308
 CY0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0308'0.9 KILOMETER (0.55 MILE) EAST ALONG OLD US HIGHWAY 86 FROM
 CY0308'THE SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.2 KILOMETER (0.1 MILE )
 CY0308'WEST OF THE CROSSING OF A POWER LINE, 0.8 KILOMETER (0.55 MILE)
 CY0308'WEST OF A BRIDGE OVER SAN SIMON RIVER, 76.2 METERS (250.0 FEET)
 CY0308'EAST NORTH EAST OF MILE POST 381,
 CY0308'29.4 METERS (96.5 FEET) NORTH THE CENTERLINE OF OLD BUSINESS
 CY0308'LOOP I-10,
 CY0308'23.7 METERS (77.0 FEET) EAST OF A POWER POLE,
 CY0308'0.9 METER (3.0 FEET) SOUTH OF A FENCE.
 CY0308'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0308'THE MARK IS 0.6 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0532 ***********************************************************************
 DA0532  DESIGNATION -  Q 331
 DA0532  PID         -  DA0532
 DA0532  STATE/COUNTY-  AZ/MARICOPA
 DA0532  USGS QUAD   -  MIDWAY (1986)
 DA0532
 DA0532                         *CURRENT SURVEY CONTROL
 DA0532  ___________________________________________________________________
 DA0532* NAD 83(1986)-  32 39 32.     (N)    112 51 58.     (W)     SCALED    
 DA0532* NAVD 88     -       335.86   (+/-2cm)    1101.9    (feet)  VERTCON   
 DA0532  ___________________________________________________________________
 DA0532  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA0532  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0532
 DA0532.The horizontal coordinates were scaled from a topographic map and have
 DA0532.an estimated accuracy of +/- 6 seconds.
 DA0532
 DA0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0532.The vertical order pertains to the NGVD 29 superseded value.
 DA0532
 DA0532.The geoid height was determined by GEOID03.
 DA0532
 DA0532;                    North         East    Units  Estimated Accuracy
 DA0532;SPC AZ C     -   184,320.      124,300.      MT  (+/- 180 meters Scaled)
 DA0532
 DA0532                          SUPERSEDED SURVEY CONTROL
 DA0532
 DA0532  NGVD 29 (??/??/92)  335.224  (m)         1099.81   (f) ADJ UNCH    1 2
 DA0532
 DA0532.Superseded values are not recommended for survey control.
 DA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0532.See file dsdata.txt to determine how the superseded data were derived.
 DA0532
 DA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB249150(NAD 83)
 DA0532_MARKER: DB = BENCH MARK DISK
 DA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0532_STAMPING: Q 331 1953
 DA0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0532+STABILITY: SURFACE MOTION
 DA0532
 DA0532  HISTORY     - Date     Condition        Report By
 DA0532  HISTORY     - 1953     MONUMENTED       CGS
 DA0532  HISTORY     - 1980     GOOD             USGS
 DA0532
 DA0532                          STATION DESCRIPTION
 DA0532
 DA0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0532'22.2 MI N FROM AJO.
 DA0532'21.5 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0532'FROM THE STATION AT AJO, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 DA0532'AT WILLIAMS AIR FORCE AUXILIARY FIELD NO. 3, 0.1 MILE NORTHWEST OF THE
 DA0532'SOUTHEAST END OF THE NORTHWEST-SOUTHEAST RUNWAY, AT THE EAST END OF
 DA0532'THE EAST-WEST RUNWAY, 38 FEET SOUTHWEST OF SOUTHWEST EDGE OF THE
 DA0532'NORTHWEST-SOUTHEAST RUNWAY, 25 FEET NORTHEAST OF THE CENTER LINE OF A
 DA0532'DIRT ROAD, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0532'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0532'ABOVE THE GROUND.
 DA0532
 DA0532                          STATION RECOVERY (1980)
 DA0532
 DA0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0532'THE MARK IS 20.3 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE OVERPASS
 DA0532'AT US HWY. I-8, WEST OF GILA BEND, THENCE 0.35 MILES WEST ALONG PAVED
 DA0532'ROAD LEADING TO RANGE 2, 38 FT NORTH OF THE CENTER LINE OF THE ROAD,
 DA0532'0.1 MILE NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST-SOUTHEAST
 DA0532'RUNWAY, AT THE EAST END OF THE EAST-WEST RUNWAY, 38 FT SOUTHWEST OF
 DA0532'THE SOUTHWEST EDGE OF THE NORTHWEST SOUTHEAST RUNWAY, ABOUT LEVEL
 DA0532'WITH THE RUNWAY, SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 DA0532'GROUND A STANDARD DISK STAMPED "Q 331 1953".
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0556 ***********************************************************************
 DA0556  DESIGNATION -  Q 332
 DA0556  PID         -  DA0556
 DA0556  STATE/COUNTY-  AZ/PIMA
 DA0556  USGS QUAD   -  MIDWAY SW (1986)
 DA0556
 DA0556                         *CURRENT SURVEY CONTROL
 DA0556  ___________________________________________________________________
 DA0556* NAD 83(1986)-  32 30 19.     (N)    112 53 39.     (W)     SCALED    
 DA0556* NAVD 88     -       396.87   (+/-2cm)    1302.1    (feet)  VERTCON   
 DA0556  ___________________________________________________________________
 DA0556  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0556  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0556
 DA0556.The horizontal coordinates were scaled from a topographic map and have
 DA0556.an estimated accuracy of +/- 6 seconds.
 DA0556
 DA0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0556.The vertical order pertains to the NGVD 29 superseded value.
 DA0556
 DA0556.The geoid height was determined by GEOID03.
 DA0556
 DA0556;                    North         East    Units  Estimated Accuracy
 DA0556;SPC AZ C     -   167,310.      121,510.      MT  (+/- 180 meters Scaled)
 DA0556
 DA0556                          SUPERSEDED SURVEY CONTROL
 DA0556
 DA0556  NGVD 29 (??/??/92)  396.208  (m)         1299.89   (f) ADJ UNCH    1 2
 DA0556
 DA0556.Superseded values are not recommended for survey control.
 DA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0556.See file dsdata.txt to determine how the superseded data were derived.
 DA0556
 DA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA220980(NAD 83)
 DA0556_MARKER: DB = BENCH MARK DISK
 DA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0556_STAMPING: Q 332 1953
 DA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0556+STABILITY: SURFACE MOTION
 DA0556
 DA0556  HISTORY     - Date     Condition        Report By
 DA0556  HISTORY     - 1953     MONUMENTED       CGS
 DA0556
 DA0556                          STATION DESCRIPTION
 DA0556
 DA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0556'10.8 MI N FROM AJO.
 DA0556'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0556'THE STATION AT AJO, THENCE 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD
 DA0556'LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 52 1/2 FEET
 DA0556'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A WITNESS
 DA0556'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 DA0556'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0356 ***********************************************************************
 DA0356  DESIGNATION -  Q 333
 DA0356  PID         -  DA0356
 DA0356  STATE/COUNTY-  AZ/PIMA
 DA0356  USGS QUAD   -  ARMENTA WELL (1990)
 DA0356
 DA0356                         *CURRENT SURVEY CONTROL
 DA0356  ___________________________________________________________________
 DA0356* NAD 83(1986)-  32 09 11.     (N)    112 45 55.     (W)     SCALED    
 DA0356* NAVD 88     -       552.839  (meters)    1813.77   (feet)  ADJUSTED  
 DA0356  ___________________________________________________________________
 DA0356  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DA0356  DYNAMIC HT  -         552.117 (meters)    1811.40  (feet)  COMP
 DA0356  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 DA0356
 DA0356  VERT ORDER  -  FIRST     CLASS II
 DA0356
 DA0356.The horizontal coordinates were scaled from a topographic map and have
 DA0356.an estimated accuracy of +/- 6 seconds.
 DA0356
 DA0356.The orthometric height was determined by differential leveling
 DA0356.and adjusted in June 1991.
 DA0356
 DA0356.The geoid height was determined by GEOID03.
 DA0356
 DA0356.The dynamic height is computed by dividing the NAVD 88
 DA0356.geopotential number by the normal gravity value computed on the
 DA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0356.degrees latitude (g = 980.6199 gals.).
 DA0356
 DA0356.The modeled gravity was interpolated from observed gravity values.
 DA0356
 DA0356;                    North         East    Units  Estimated Accuracy
 DA0356;SPC AZ C     -   128,150.      133,310.      MT  (+/- 180 meters Scaled)
 DA0356
 DA0356                          SUPERSEDED SURVEY CONTROL
 DA0356
 DA0356  NGVD 29 (??/??/92)  552.110  (m)         1811.38   (f) ADJ UNCH    1 2
 DA0356
 DA0356.Superseded values are not recommended for survey control.
 DA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0356.See file dsdata.txt to determine how the superseded data were derived.
 DA0356
 DA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA335587(NAD 83)
 DA0356_MARKER: DB = BENCH MARK DISK
 DA0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0356_SP_SET: CULVERT
 DA0356_STAMPING: Q 333 1953
 DA0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0356
 DA0356  HISTORY     - Date     Condition        Report By
 DA0356  HISTORY     - 1953     MONUMENTED       CGS
 DA0356  HISTORY     - 1981     GOOD             NGS
 DA0356  HISTORY     - 19990120 GOOD             USPSQD
 DA0356
 DA0356                          STATION DESCRIPTION
 DA0356
 DA0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0356'19.2 MI SE FROM AJO.
 DA0356'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0356'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0356'HIGHWAY 86, THENCE 8.3 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT A
 DA0356'DOUBLE CONCRETE BOX CULVERT, IN THE TOP OF THE WEST CONCRETE HEAD
 DA0356'WALL, 17.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET SOUTH
 DA0356'OF THE NORTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 DA0356
 DA0356                          STATION RECOVERY (1981)
 DA0356
 DA0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0356'13.1 KM (8.15 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA0356'OF STATE HIGHWAY 86 IN WHY, 0.1 KM (0.05 MI) SOUTHWEST OF HIGHWAY
 DA0356'MILEPOST 61, SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 DA0356'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.2 M (17.0 FT) NORTHWEST OF
 DA0356'THE CENTERLINE OF THE HIGHWAY.
 DA0356'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0356
 DA0356                          STATION RECOVERY (1999)
 DA0356
 DA0356'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0379 ***********************************************************************
 CG0379  DESIGNATION -  Q 334
 CG0379  PID         -  CG0379
 CG0379  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0379  USGS QUAD   -  AMADO (1981)
 CG0379
 CG0379                         *CURRENT SURVEY CONTROL
 CG0379  ___________________________________________________________________
 CG0379* NAD 83(1986)-  31 38 26.     (N)    111 02 18.     (W)     SCALED    
 CG0379* NAVD 88     -       960.92   (+/-2cm)    3152.6    (feet)  VERTCON   
 CG0379  ___________________________________________________________________
 CG0379  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0379  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0379
 CG0379.The horizontal coordinates were scaled from a topographic map and have
 CG0379.an estimated accuracy of +/- 6 seconds.
 CG0379
 CG0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0379.The vertical order pertains to the NGVD 29 superseded value.
 CG0379
 CG0379.The geoid height was determined by GEOID03.
 CG0379
 CG0379;                    North         East    Units  Estimated Accuracy
 CG0379;SPC AZ C     -    71,350.      296,670.      MT  (+/- 180 meters Scaled)
 CG0379
 CG0379                          SUPERSEDED SURVEY CONTROL
 CG0379
 CG0379  NGVD 29 (??/??/92)  960.099  (m)         3149.92   (f) ADJ UNCH    1 2
 CG0379
 CG0379.Superseded values are not recommended for survey control.
 CG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0379.See file dsdata.txt to determine how the superseded data were derived.
 CG0379
 CG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA963005(NAD 83)
 CG0379_MARKER: DB = BENCH MARK DISK
 CG0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0379_STAMPING: Q 334 1953
 CG0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0379+STABILITY: SURFACE MOTION
 CG0379
 CG0379  HISTORY     - Date     Condition        Report By
 CG0379  HISTORY     - 1953     MONUMENTED       CGS
 CG0379
 CG0379                          STATION DESCRIPTION
 CG0379
 CG0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0379'4.7 MI S FROM AMADO.
 CG0379'4.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0379'WATER TANK AT AMADO, 1 1/2 POLES SOUTHEAST OF MILEPOLE 1026, 46.6 FEET
 CG0379'SOUTHWEST OF THE SOUTH CORNER OF WOODEN BRIDGE 1026.04, 51.4 FEET
 CG0379'SOUTHWEST OF THE SOUTHWEST RAIL, 50 FEET NORTHEAST OF THE NORTHEAST
 CG0379'EDGE OF SANTA CRUZ RIVER, 1.9 FEET SOUTHWEST OF A FENCE, 1.6 FEET
 CG0379'NORTHWEST OF A WITNESS POST, ABOUT 12 FEET LOWER THAN THE TRACK, AND
 CG0379'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CG0379'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0485 ***********************************************************************
 DA0485  DESIGNATION -  Q 336
 DA0485  PID         -  DA0485
 DA0485  STATE/COUNTY-  AZ/PIMA
 DA0485  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0485
 DA0485                         *CURRENT SURVEY CONTROL
 DA0485  ___________________________________________________________________
 DA0485* NAD 83(1986)-  32 27 42.     (N)    112 37 25.     (W)     SCALED    
 DA0485* NAVD 88     -       719.51   (+/-2cm)    2360.6    (feet)  VERTCON   
 DA0485  ___________________________________________________________________
 DA0485  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DA0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0485
 DA0485.The horizontal coordinates were scaled from a topographic map and have
 DA0485.an estimated accuracy of +/- 6 seconds.
 DA0485
 DA0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0485.The vertical order pertains to the NGVD 29 superseded value.
 DA0485
 DA0485.The geoid height was determined by GEOID03.
 DA0485
 DA0485;                    North         East    Units  Estimated Accuracy
 DA0485;SPC AZ C     -   162,280.      146,900.      MT  (+/- 180 meters Scaled)
 DA0485
 DA0485                          SUPERSEDED SURVEY CONTROL
 DA0485
 DA0485  NGVD 29 (??/??/92)  718.759  (m)         2358.13   (f) ADJ UNCH    2 0
 DA0485
 DA0485.Superseded values are not recommended for survey control.
 DA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0485.See file dsdata.txt to determine how the superseded data were derived.
 DA0485
 DA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA474927(NAD 83)
 DA0485_MARKER: DB = BENCH MARK DISK
 DA0485_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DA0485_SP_SET: UNSPEC. ROCK
 DA0485_STAMPING: Q 336 1961
 DA0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0485
 DA0485  HISTORY     - Date     Condition        Report By
 DA0485  HISTORY     - 1961     MONUMENTED       CGS
 DA0485
 DA0485                          STATION DESCRIPTION
 DA0485
 DA0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0485'17.0 MI E FROM AJO.
 DA0485'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0485'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0485'STATE HIGHWAY 85.  THENCE 15.45 MILES EAST ALONG A DIRT ROAD WHICH
 DA0485'FOLLOWS A PIPE LINE.  5.8 MILES NORTHEAST OF A METAL WINDMILL, SET IN
 DA0485'THE TOP OF A ROCK ON THE NORTH BANK OF A LARGE DRAW, 22 FEET WEST OF
 DA0485'THE CENTER LINE OF THE ROAD, 185 FEET EAST OF A PIPE LINE, AND ABOUT
 DA0485'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0256 ***********************************************************************
 DA0256  DESIGNATION -  Q 337
 DA0256  PID         -  DA0256
 DA0256  STATE/COUNTY-  AZ/PIMA
 DA0256  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0256
 DA0256                         *CURRENT SURVEY CONTROL
 DA0256  ___________________________________________________________________
 DA0256* NAD 83(1986)-  32 09 50.     (N)    112 15 55.     (W)     SCALED    
 DA0256* NAVD 88     -       685.16   (+/-2cm)    2247.9    (feet)  VERTCON   
 DA0256  ___________________________________________________________________
 DA0256  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DA0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0256
 DA0256.The horizontal coordinates were scaled from a topographic map and have
 DA0256.an estimated accuracy of +/- 6 seconds.
 DA0256
 DA0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0256.The vertical order pertains to the NGVD 29 superseded value.
 DA0256
 DA0256.The geoid height was determined by GEOID03.
 DA0256
 DA0256;                    North         East    Units  Estimated Accuracy
 DA0256;SPC AZ C     -   129,090.      180,480.      MT  (+/- 180 meters Scaled)
 DA0256
 DA0256                          SUPERSEDED SURVEY CONTROL
 DA0256
 DA0256  NGVD 29 (??/??/92)  684.458  (m)         2245.59   (f) ADJ UNCH    2 0
 DA0256
 DA0256.Superseded values are not recommended for survey control.
 DA0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0256.See file dsdata.txt to determine how the superseded data were derived.
 DA0256
 DA0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA806593(NAD 83)
 DA0256_MARKER: DB = BENCH MARK DISK
 DA0256_SETTING: 80 = SET IN A BOULDER
 DA0256_SP_SET: BOULDER
 DA0256_STAMPING: Q 337 1961
 DA0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0256+STABILITY: SURFACE MOTION
 DA0256
 DA0256  HISTORY     - Date     Condition        Report By
 DA0256  HISTORY     - 1961     MONUMENTED       CGS
 DA0256
 DA0256                          STATION DESCRIPTION
 DA0256
 DA0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0256'7.5 MI E FROM TRACY.
 DA0256'ABOUT 6.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE HIGHWAY
 DA0256'DEPARTMENT MAINTENANCE CAMP AT TRACY, AN INDIAN VILLAGE.  THENCE 0.9
 DA0256'MILE SOUTH ALONG A GRAVELED ROAD.  OR ABOUT 0.35 MILE SOUTHEAST ALONG
 DA0256'A DIRT ROAD FROM THE MISSION CHURCH AT PISINIMO, AN INDIAN VILLAGE AND
 DA0256'THENCE 10.25 MILES NORTH ALONG A GRAVELED ROAD, SET IN THE TOP OF A
 DA0256'BOULDER WHICH PROJECTS 6 INCHES, AT THE FOOT OF A MOUNTAIN AND ON THE
 DA0256'WEST SIDE, 60 FEET EAST OF THE CENTER LINE OF THE ROAD, 170 FEET
 DA0256'SOUTHEAST AND ACROSS THE GRAVELED ROAD FROM A TELEPHONE POLE, AND
 DA0256'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0109 ***********************************************************************
 CH0109  DESIGNATION -  Q 338
 CH0109  PID         -  CH0109
 CH0109  STATE/COUNTY-  AZ/PIMA
 CH0109  USGS QUAD   -  PIA OIK (1988)
 CH0109
 CH0109                         *CURRENT SURVEY CONTROL
 CH0109  ___________________________________________________________________
 CH0109* NAD 83(1986)-  31 58 52.     (N)    112 34 53.     (W)     SCALED    
 CH0109* NAVD 88     -       652.53   (+/-2cm)    2140.8    (feet)  VERTCON   
 CH0109  ___________________________________________________________________
 CH0109  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 CH0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0109
 CH0109.The horizontal coordinates were scaled from a topographic map and have
 CH0109.an estimated accuracy of +/- 6 seconds.
 CH0109
 CH0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0109.The vertical order pertains to the NGVD 29 superseded value.
 CH0109
 CH0109.The geoid height was determined by GEOID03.
 CH0109
 CH0109;                    North         East    Units  Estimated Accuracy
 CH0109;SPC AZ C     -   108,970.      150,540.      MT  (+/- 180 meters Scaled)
 CH0109
 CH0109                          SUPERSEDED SURVEY CONTROL
 CH0109
 CH0109  NGVD 29 (??/??/92)  651.782  (m)         2138.39   (f) ADJ UNCH    2 0
 CH0109
 CH0109.Superseded values are not recommended for survey control.
 CH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0109.See file dsdata.txt to determine how the superseded data were derived.
 CH0109
 CH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA505394(NAD 83)
 CH0109_MARKER: DB = BENCH MARK DISK
 CH0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0109_STAMPING: Q 338 1961
 CH0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0109+STABILITY: SURFACE MOTION
 CH0109
 CH0109  HISTORY     - Date     Condition        Report By
 CH0109  HISTORY     - 1961     MONUMENTED       CGS
 CH0109
 CH0109                          STATION DESCRIPTION
 CH0109
 CH0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0109'12.7 MI N FROM MENAGERS.
 CH0109'ABOUT 12.7 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 CH0109'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  0.25 MILE SOUTH OF A
 CH0109'TELEPHONE LINE CROSSING THE ROAD, 61 FEET EAST OF THE CENTER LINE OF
 CH0109'THE ROAD, 51 FEET NORTH OF THE NORTH EDGE OF A WASH, 1.5 FEET EAST OF
 CH0109'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CH0109'A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0763 ***********************************************************************
 CG0763  DESIGNATION -  Q 339
 CG0763  PID         -  CG0763
 CG0763  STATE/COUNTY-  AZ/PIMA
 CG0763  USGS QUAD   -  VAMORI (1979)
 CG0763
 CG0763                         *CURRENT SURVEY CONTROL
 CG0763  ___________________________________________________________________
 CG0763* NAD 83(1986)-  31 41 03.     (N)    111 58 48.     (W)     SCALED    
 CG0763* NAVD 88     -       721.35   (+/-2cm)    2366.6    (feet)  VERTCON   
 CG0763  ___________________________________________________________________
 CG0763  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CG0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0763
 CG0763.The horizontal coordinates were scaled from a topographic map and have
 CG0763.an estimated accuracy of +/- 6 seconds.
 CG0763
 CG0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0763.The vertical order pertains to the NGVD 29 superseded value.
 CG0763
 CG0763.The geoid height was determined by GEOID03.
 CG0763
 CG0763;                    North         East    Units  Estimated Accuracy
 CG0763;SPC AZ C     -    75,850.      207,360.      MT  (+/- 180 meters Scaled)
 CG0763
 CG0763                          SUPERSEDED SURVEY CONTROL
 CG0763
 CG0763  NGVD 29 (??/??/92)  720.626  (m)         2364.25   (f) ADJ UNCH    2 0
 CG0763
 CG0763.Superseded values are not recommended for survey control.
 CG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0763.See file dsdata.txt to determine how the superseded data were derived.
 CG0763
 CG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA071058(NAD 83)
 CG0763_MARKER: DB = BENCH MARK DISK
 CG0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0763_STAMPING: Q 339 1961
 CG0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0763+STABILITY: SURFACE MOTION
 CG0763
 CG0763  HISTORY     - Date     Condition        Report By
 CG0763  HISTORY     - 1961     MONUMENTED       CGS
 CG0763
 CG0763                          STATION DESCRIPTION
 CG0763
 CG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0763'5.9 MI SW FROM VAMORI.
 CG0763'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CG0763'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CG0763'THENCE 5.3 MILES SOUTHWEST ALONG A DIRT ROAD, 1.1 MILES GENERAL
 CG0763'NORTHEASTERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST
 CG0763'WHICH PROJECTS 16 FEET AND IS NUMBERED 71, 0.6 MILE NORTHEAST OF A
 CG0763'GATE ACROSS THE ROAD AND A SMALL LAKE TO THE SOUTH OF THE ROAD, 32
 CG0763'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A
 CG0763'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0763'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0175 ***********************************************************************
 FP0175  DESIGNATION -  Q 34
 FP0175  PID         -  FP0175
 FP0175  STATE/COUNTY-  AZ/APACHE
 FP0175  USGS QUAD   -  EAST OF KINLICHEE (1983)
 FP0175
 FP0175                         *CURRENT SURVEY CONTROL
 FP0175  ___________________________________________________________________
 FP0175* NAD 83(1986)-  35 41 32.     (N)    109 15 49.     (W)     SCALED    
 FP0175* NAVD 88     -      2293.886  (meters)    7525.86   (feet)  ADJUSTED  
 FP0175  ___________________________________________________________________
 FP0175  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FP0175  DYNAMIC HT  -        2290.616 (meters)    7515.13  (feet)  COMP
 FP0175  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 FP0175
 FP0175  VERT ORDER  -  FIRST     CLASS II
 FP0175
 FP0175.The horizontal coordinates were scaled from a topographic map and have
 FP0175.an estimated accuracy of +/- 6 seconds.
 FP0175
 FP0175.The orthometric height was determined by differential leveling
 FP0175.and adjusted in June 1991.
 FP0175
 FP0175.The geoid height was determined by GEOID03.
 FP0175
 FP0175.The dynamic height is computed by dividing the NAVD 88
 FP0175.geopotential number by the normal gravity value computed on the
 FP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0175.degrees latitude (g = 980.6199 gals.).
 FP0175
 FP0175.The modeled gravity was interpolated from observed gravity values.
 FP0175
 FP0175;                    North         East    Units  Estimated Accuracy
 FP0175;SPC AZ E     -   520,740.      295,090.      MT  (+/- 180 meters Scaled)
 FP0175
 FP0175                          SUPERSEDED SURVEY CONTROL
 FP0175
 FP0175  NGVD 29 (??/??/92) 2292.837  (m)         7522.42   (f) ADJ UNCH    1 2
 FP0175
 FP0175.Superseded values are not recommended for survey control.
 FP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0175.See file dsdata.txt to determine how the superseded data were derived.
 FP0175
 FP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE571512(NAD 83)
 FP0175_MARKER: DB = BENCH MARK DISK
 FP0175_SETTING: 66 = SET IN ROCK OUTCROP
 FP0175_SP_SET: OUTCROP
 FP0175_STAMPING: 7522.416 Q 34 1933
 FP0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0175+STABILITY: POSITION/ELEVATION WELL
 FP0175
 FP0175  HISTORY     - Date     Condition        Report By
 FP0175  HISTORY     - 1933     MONUMENTED       CGS
 FP0175  HISTORY     - 1934     GOOD             NGS
 FP0175  HISTORY     - 1977     GOOD             USGS
 FP0175
 FP0175                          STATION DESCRIPTION
 FP0175
 FP0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0175'17.6 MI SE FROM GANADO.
 FP0175'17.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0175'OFFICE AT GANADO, APACHE COUNTY, AT A ROAD JUNCTION, 130 FEET SOUTH OF
 FP0175'THE CENTERLINE OF THE MAIN ROAD, 48 FEET EAST OF THE CENTERLINE OF THE
 FP0175'SIDE ROAD, NEAR THE CENTER OF A GROUP OF OUTCROPS, 10 FEET SOUTHEAST
 FP0175'AND 2 FEET LOWER THAN THE HIGH POINT OF THE HIGHEST OF THE OUTCROPS,
 FP0175'IN A SANDSTONE OUTCROP, AND FLUSH WITH THE GROUND.  A STANDARD DISK,
 FP0175'STAMPED 7522.416 Q 34 1933.
 FP0175
 FP0175                          STATION RECOVERY (1977)
 FP0175
 FP0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FP0175'16.0 MILES EAST ALONG STATE HIGHWAY 264 FROM THE JUNCTION OF STATE
 FP0175'HIGHWAYS 63 AND 264 IN GANADO, APACHE CO., TO A ROAD INTERSECTION,
 FP0175'175 FEET S. OF THE INTERSECTION, 165 FEET SW OF THE CENTERLINE OF THE
 FP0175'HIGHWAY, 53 FEET SE OF THE CENTERLINE OF A DIRT ROAD, IN A GROUP OF
 FP0175'SANDSTONE OUTCROP, 10 FEET SE AND 2 FEET LOWER THAN THE HIGH POINT OF
 FP0175'THE HIGHEST OUTCROP. A STADARD TABLET STAMPED "7522.416 Q 34 1933"
 FP0175'SET IN A SANDSTONE OUTCROP AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0305 ***********************************************************************
 FQ0305  DESIGNATION -  Q 340
 FQ0305  PID         -  FQ0305
 FQ0305  STATE/COUNTY-  AZ/COCONINO
 FQ0305  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0305
 FQ0305                         *CURRENT SURVEY CONTROL
 FQ0305  ___________________________________________________________________
 FQ0305* NAD 83(1986)-  35 11 30.     (N)    111 42 18.     (W)     SCALED    
 FQ0305* NAVD 88     -      2162.140  (meters)    7093.62   (feet)  ADJUSTED  
 FQ0305  ___________________________________________________________________
 FQ0305  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0305  DYNAMIC HT  -        2159.043 (meters)    7083.46  (feet)  COMP
 FQ0305  MODELED GRAV-     979,123.4   (mgal)                       NAVD 88
 FQ0305
 FQ0305  VERT ORDER  -  FIRST     CLASS II
 FQ0305
 FQ0305.The horizontal coordinates were scaled from a topographic map and have
 FQ0305.an estimated accuracy of +/- 6 seconds.
 FQ0305
 FQ0305.The orthometric height was determined by differential leveling
 FQ0305.and adjusted in June 1991.
 FQ0305
 FQ0305.The geoid height was determined by GEOID03.
 FQ0305
 FQ0305.The dynamic height is computed by dividing the NAVD 88
 FQ0305.geopotential number by the normal gravity value computed on the
 FQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0305.degrees latitude (g = 980.6199 gals.).
 FQ0305
 FQ0305.The modeled gravity was interpolated from observed gravity values.
 FQ0305
 FQ0305;                    North         East    Units  Estimated Accuracy
 FQ0305;SPC AZ C     -   464,860.      232,640.      MT  (+/- 180 meters Scaled)
 FQ0305
 FQ0305                          SUPERSEDED SURVEY CONTROL
 FQ0305
 FQ0305  NGVD 29 (??/??/92) 2161.082  (m)         7090.15   (f) ADJ UNCH    1 2
 FQ0305
 FQ0305.Superseded values are not recommended for survey control.
 FQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0305.See file dsdata.txt to determine how the superseded data were derived.
 FQ0305
 FQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD358945(NAD 83)
 FQ0305_MARKER: DB = BENCH MARK DISK
 FQ0305_SETTING: 80 = SET IN A BOULDER
 FQ0305_SP_SET: BOULDER
 FQ0305_STAMPING: Q 340 1958
 FQ0305_MARK LOGO: CGS   
 FQ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0305+STABILITY: SURFACE MOTION
 FQ0305
 FQ0305  HISTORY     - Date     Condition        Report By
 FQ0305  HISTORY     - 1958     MONUMENTED       CGS
 FQ0305  HISTORY     - 1982     GOOD             NGS
 FQ0305  HISTORY     - 1982     GOOD             NGS
 FQ0305  HISTORY     - 1983     GOOD             NGS
 FQ0305  HISTORY     - 20050929 GOOD             USPSQD
 FQ0305
 FQ0305                          STATION DESCRIPTION
 FQ0305
 FQ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0305'3.55 MI W FROM FLAGSTAFF.
 FQ0305'3.55 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0305'IN FLAGSTAFF, ABOUT 210 FEET EAST OF MILEPOST NUMBER 212, 55 FEET
 FQ0305'SOUTH OF THE HIGHWAY, 6.6 FEET SOUTH OF THE FENCE, 8 FEET SOUTHEAST OF
 FQ0305'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FQ0305'1 FOOT.
 FQ0305
 FQ0305                          STATION RECOVERY (1982)
 FQ0305
 FQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0305'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0305'2.4 KM (1.5 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0305'INTERSECTION OF INTERSTATE HIGHWAY 17 AND INTERSTATE 40 IN FLAGSTAFF,
 FQ0305'THENCE 4.5 KM (2.8 MI) WEST ALONG US HIGHWAYS 66 AND 89, 0.4 KM (0.25
 FQ0305'MI) WEST OF MILEPOST 193, 0.25 KM (0.15 MI) EAST OF A DIRT ROAD
 FQ0305'LEADING SOUTH, 1.05 KM (0.65 MI) WEST OF THE FLAGSTAFF CITY LIMITS
 FQ0305'SIGN, IN TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 1 FOOT ABOVE THE
 FQ0305'GROUND, 22.2 METERS (73.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.5
 FQ0305'METERS (8.2 FT) SOUTH OF THE RIGHT OF WAY FENCE, 2.0 METERS (6.6 FT)
 FQ0305'WEST OF A 14 INCH PONDEROSA PINE TREE.
 FQ0305'THE MARK IS 2.4 METERS  SE FROM A WITNESS POST.
 FQ0305'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FQ0305
 FQ0305                          STATION RECOVERY (1982)
 FQ0305
 FQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0305'RECOVERED IN GOOD CONDITION.
 FQ0305
 FQ0305                          STATION RECOVERY (1983)
 FQ0305
 FQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0305'RECOVERED IN GOOD CONDITION.
 FQ0305
 FQ0305                          STATION RECOVERY (2005)
 FQ0305
 FQ0305'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0305'RECOVERED.  CORRECT LOCATION IS N 35 DEGREES,  11 MINUTES,  29.2
 FQ0305'SECONDS,  W111 DEGREES 42 MINUTES,  17.0 SECONDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0122 ***********************************************************************
 CH0122  DESIGNATION -  Q 340
 CH0122  PID         -  CH0122
 CH0122  STATE/COUNTY-  AZ/PIMA
 CH0122  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0122
 CH0122                         *CURRENT SURVEY CONTROL
 CH0122  ___________________________________________________________________
 CH0122* NAD 83(1986)-  31 49 30.     (N)    112 33 07.     (W)     SCALED    
 CH0122* NAVD 88     -       541.37   (+/-2cm)    1776.1    (feet)  VERTCON   
 CH0122  ___________________________________________________________________
 CH0122  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 CH0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0122
 CH0122.The horizontal coordinates were scaled from a topographic map and have
 CH0122.an estimated accuracy of +/- 6 seconds.
 CH0122
 CH0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0122.The vertical order pertains to the NGVD 29 superseded value.
 CH0122
 CH0122.The geoid height was determined by GEOID03.
 CH0122
 CH0122;                    North         East    Units  Estimated Accuracy
 CH0122;SPC AZ C     -    91,640.      153,220.      MT  (+/- 180 meters Scaled)
 CH0122
 CH0122                          SUPERSEDED SURVEY CONTROL
 CH0122
 CH0122  NGVD 29 (??/??/92)  540.653  (m)         1773.79   (f) ADJ UNCH    2 0
 CH0122
 CH0122.Superseded values are not recommended for survey control.
 CH0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0122.See file dsdata.txt to determine how the superseded data were derived.
 CH0122
 CH0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA531220(NAD 83)
 CH0122_MARKER: DB = BENCH MARK DISK
 CH0122_SETTING: 66 = SET IN ROCK OUTCROP
 CH0122_SP_SET: ROCK OUTCROP
 CH0122_STAMPING: Q 340 1961
 CH0122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0122+STABILITY: POSITION/ELEVATION WELL
 CH0122
 CH0122  HISTORY     - Date     Condition        Report By
 CH0122  HISTORY     - 1961     MONUMENTED       CGS
 CH0122
 CH0122                          STATION DESCRIPTION
 CH0122
 CH0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0122'0.8 MI NE FROM MENAGERS.
 CH0122'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0122'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  THENCE 0.45 MILE NORTHEAST
 CH0122'ALONG A TRAIL ROAD.  AT THE CREST OF A SADDLE IN A LOW RANGE OF
 CH0122'MOUNTAINS, ABOUT 0.3 MILE SOUTHWEST OF THE NORTH END OF MENAGERS LAKE,
 CH0122'42 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, SET IN THE TOP
 CH0122'OF A ROCK OUTCROP WHICH PROJECTS 36 INCHES, AND ABOUT 4 FEET ABOVE THE
 CH0122'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0192 ***********************************************************************
 FQ0192  DESIGNATION -  Q 341
 FQ0192  PID         -  FQ0192
 FQ0192  STATE/COUNTY-  AZ/COCONINO
 FQ0192  USGS QUAD   -  WINONA (1974)
 FQ0192
 FQ0192                         *CURRENT SURVEY CONTROL
 FQ0192  ___________________________________________________________________
 FQ0192* NAD 83(1986)-  35 11 44.     (N)    111 23 26.     (W)     SCALED    
 FQ0192* NAVD 88     -      1884.376  (meters)    6182.32   (feet)  ADJUSTED  
 FQ0192  ___________________________________________________________________
 FQ0192  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FQ0192  DYNAMIC HT  -        1881.756 (meters)    6173.73  (feet)  COMP
 FQ0192  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 FQ0192
 FQ0192  VERT ORDER  -  SECOND    CLASS 0
 FQ0192
 FQ0192.The horizontal coordinates were scaled from a topographic map and have
 FQ0192.an estimated accuracy of +/- 6 seconds.
 FQ0192
 FQ0192.The orthometric height was determined by differential leveling
 FQ0192.and adjusted in June 1991.
 FQ0192
 FQ0192.The geoid height was determined by GEOID03.
 FQ0192
 FQ0192.The dynamic height is computed by dividing the NAVD 88
 FQ0192.geopotential number by the normal gravity value computed on the
 FQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0192.degrees latitude (g = 980.6199 gals.).
 FQ0192
 FQ0192.The modeled gravity was interpolated from observed gravity values.
 FQ0192
 FQ0192;                    North         East    Units  Estimated Accuracy
 FQ0192;SPC AZ C     -   465,390.      261,270.      MT  (+/- 180 meters Scaled)
 FQ0192
 FQ0192                          SUPERSEDED SURVEY CONTROL
 FQ0192
 FQ0192  NGVD 29 (??/??/92) 1883.401  (m)         6179.12   (f) ADJ UNCH    2 0
 FQ0192
 FQ0192.Superseded values are not recommended for survey control.
 FQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0192.See file dsdata.txt to determine how the superseded data were derived.
 FQ0192
 FQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD644948(NAD 83)
 FQ0192_MARKER: DB = BENCH MARK DISK
 FQ0192_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0192_SP_SET: BEDROCK
 FQ0192_STAMPING: Q 341 1958
 FQ0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0192+STABILITY: POSITION/ELEVATION WELL
 FQ0192
 FQ0192  HISTORY     - Date     Condition        Report By
 FQ0192  HISTORY     - 1958     MONUMENTED       CGS
 FQ0192
 FQ0192                          STATION DESCRIPTION
 FQ0192
 FQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0192'16.0 MI E FROM FLAGSTAFF.
 FQ0192'15.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0192'IN FLAGSTAFF, 1.0 MILE EAST OF THE WINONA CAFE AND SERVICE STATION,
 FQ0192'0.2 MILE EAST OF MILEPOST 231, 65 FEET SOUTH OF THE SOUTH RAIL, 48
 FQ0192'FEET SOUTHWEST OF A TELEPHONE POLE, 22 FEET NORTH OF THE FENCE, 20
 FQ0192'FEET NORTH OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 FQ0192'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0066 ***********************************************************************
 CH0066  DESIGNATION -  Q 341
 CH0066  PID         -  CH0066
 CH0066  STATE/COUNTY-  AZ/PIMA
 CH0066  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0066
 CH0066                         *CURRENT SURVEY CONTROL
 CH0066  ___________________________________________________________________
 CH0066* NAD 83(1986)-  31 49 02.     (N)    112 11 28.     (W)     SCALED    
 CH0066* NAVD 88     -       572.00   (+/-2cm)    1876.6    (feet)  VERTCON   
 CH0066  ___________________________________________________________________
 CH0066  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CH0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0066
 CH0066.The horizontal coordinates were scaled from a topographic map and have
 CH0066.an estimated accuracy of +/- 6 seconds.
 CH0066
 CH0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0066.The vertical order pertains to the NGVD 29 superseded value.
 CH0066
 CH0066.The geoid height was determined by GEOID03.
 CH0066
 CH0066;                    North         East    Units  Estimated Accuracy
 CH0066;SPC AZ C     -    90,640.      187,380.      MT  (+/- 180 meters Scaled)
 CH0066
 CH0066                          SUPERSEDED SURVEY CONTROL
 CH0066
 CH0066  NGVD 29 (??/??/92)  571.319  (m)         1874.40   (f) ADJ UNCH    2 0
 CH0066
 CH0066.Superseded values are not recommended for survey control.
 CH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0066.See file dsdata.txt to determine how the superseded data were derived.
 CH0066
 CH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA872207(NAD 83)
 CH0066_MARKER: DB = BENCH MARK DISK
 CH0066_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0066_SP_SET: 13 FT.
 CH0066_STAMPING: Q 341 1961
 CH0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0066
 CH0066  HISTORY     - Date     Condition        Report By
 CH0066  HISTORY     - 1961     MONUMENTED       CGS
 CH0066
 CH0066                          STATION DESCRIPTION
 CH0066
 CH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0066'0.9 MI S FROM KOTS KUG.
 CH0066'ABOUT 0.9 MILE SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND A STONE
 CH0066'WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  142 FEET NORTH OF A DIRT
 CH0066'LEVEE, 37 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 CH0066'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED
 CH0066'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET
 CH0066'AND ENCASED IN A 6-INCH STOVE PIPE SURROUNDED WITH CONCRETE PROJECTING
 CH0066'7 INCHES.  NOTE-- THIS MARK IS 0.15 MILE NORTH OF A 4X4-INCH WHITE
 CH0066'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 65.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0923 ***********************************************************************
 DA0923  DESIGNATION -  Q 342
 DA0923  PID         -  DA0923
 DA0923  STATE/COUNTY-  AZ/PIMA
 DA0923  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0923
 DA0923                         *CURRENT SURVEY CONTROL
 DA0923  ___________________________________________________________________
 DA0923* NAD 83(1986)-  32 09 16.     (N)    113 01 41.     (W)     SCALED    
 DA0923* NAVD 88     -       365.86   (+/-2cm)    1200.3    (feet)  VERTCON   
 DA0923  ___________________________________________________________________
 DA0923  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DA0923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0923
 DA0923.The horizontal coordinates were scaled from a topographic map and have
 DA0923.an estimated accuracy of +/- 6 seconds.
 DA0923
 DA0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0923.The vertical order pertains to the NGVD 29 superseded value.
 DA0923
 DA0923.The geoid height was determined by GEOID03.
 DA0923
 DA0923;                    North         East    Units  Estimated Accuracy
 DA0923;SPC AZ C     -   128,530.      108,530.      MT  (+/- 180 meters Scaled)
 DA0923
 DA0923                          SUPERSEDED SURVEY CONTROL
 DA0923
 DA0923  NGVD 29 (??/??/92)  365.172  (m)         1198.07   (f) ADJ UNCH    2 0
 DA0923
 DA0923.Superseded values are not recommended for survey control.
 DA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0923.See file dsdata.txt to determine how the superseded data were derived.
 DA0923
 DA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA087593(NAD 83)
 DA0923_MARKER: DB = BENCH MARK DISK
 DA0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0923_STAMPING: Q 342 1961
 DA0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0923+STABILITY: SURFACE MOTION
 DA0923
 DA0923  HISTORY     - Date     Condition        Report By
 DA0923  HISTORY     - 1961     MONUMENTED       CGS
 DA0923  HISTORY     - 1962     GOOD             NGS
 DA0923  HISTORY     - 1968     MARK NOT FOUND   USGS
 DA0923
 DA0923                          STATION DESCRIPTION
 DA0923
 DA0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0923'24.65 MI SW FROM AJO.
 DA0923'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0923'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0923'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0923'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0923'HENRY GRAYS RANCH HOUSE.  THENCE 5.1 MILES SOUTHWEST ALONG A TRAIL
 DA0923'ROAD, 1.0 MILE SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0923'WHICH PROJECTS 16 FEET AND IS NUMBERED 49, 0.15 MILE SOUTHWEST OF A
 DA0923'WASH, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.8 FEET
 DA0923'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND
 DA0923'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DA0923
 DA0923                          STATION RECOVERY (1968)
 DA0923
 DA0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DA0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0068 ***********************************************************************
 FQ0068  DESIGNATION -  Q 342
 FQ0068  PID         -  FQ0068
 FQ0068  STATE/COUNTY-  AZ/COCONINO
 FQ0068  USGS QUAD   -  TUCKER MESA (1983)
 FQ0068
 FQ0068                         *CURRENT SURVEY CONTROL
 FQ0068  ___________________________________________________________________
 FQ0068* NAD 83(1986)-  35 03 47.     (N)    110 49 14.     (W)     SCALED    
 FQ0068* NAVD 88     -      1518.204  (meters)    4980.97   (feet)  ADJUSTED  
 FQ0068  ___________________________________________________________________
 FQ0068  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0068  DYNAMIC HT  -        1516.188 (meters)    4974.36  (feet)  COMP
 FQ0068  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 FQ0068
 FQ0068  VERT ORDER  -  SECOND    CLASS 0
 FQ0068
 FQ0068.The horizontal coordinates were scaled from a topographic map and have
 FQ0068.an estimated accuracy of +/- 6 seconds.
 FQ0068
 FQ0068.The orthometric height was determined by differential leveling
 FQ0068.and adjusted in June 1991.
 FQ0068
 FQ0068.The geoid height was determined by GEOID03.
 FQ0068
 FQ0068.The dynamic height is computed by dividing the NAVD 88
 FQ0068.geopotential number by the normal gravity value computed on the
 FQ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0068.degrees latitude (g = 980.6199 gals.).
 FQ0068
 FQ0068.The modeled gravity was interpolated from observed gravity values.
 FQ0068
 FQ0068;                    North         East    Units  Estimated Accuracy
 FQ0068;SPC AZ C     -   451,120.      313,340.      MT  (+/- 180 meters Scaled)
 FQ0068
 FQ0068                          SUPERSEDED SURVEY CONTROL
 FQ0068
 FQ0068  NGVD 29 (??/??/92) 1517.432  (m)         4978.44   (f) ADJ UNCH    2 0
 FQ0068
 FQ0068.Superseded values are not recommended for survey control.
 FQ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0068.See file dsdata.txt to determine how the superseded data were derived.
 FQ0068
 FQ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD163800(NAD 83)
 FQ0068_MARKER: DB = BENCH MARK DISK
 FQ0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0068_SP_SET: SIGNAL BASE
 FQ0068_STAMPING: Q 342 1958
 FQ0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0068
 FQ0068  HISTORY     - Date     Condition        Report By
 FQ0068  HISTORY     - 1958     MONUMENTED       CGS
 FQ0068  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0068
 FQ0068                          STATION DESCRIPTION
 FQ0068
 FQ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0068'8.0 MI W FROM WINSLOW.
 FQ0068'7.75 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0068'0.2 MILE WEST OF MILEPOST NUMBER 266, 8 FEET NORTH OF THE NORTH RAIL
 FQ0068'OF THE RAILROAD TRACK, 3 FEET HIGHER THAN THE TRACK, CEMENTED IN A
 FQ0068'DRILL HOLE IN THE NORTHWEST BASE OF RAILROAD BLOCK SIGNAL 2932.
 FQ0068
 FQ0068                          STATION RECOVERY (1983)
 FQ0068
 FQ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0177 ***********************************************************************
 DV0177  DESIGNATION -  Q 343
 DV0177  PID         -  DV0177
 DV0177  STATE/COUNTY-  AZ/MARICOPA
 DV0177  USGS QUAD   -  UNION HILLS (1981)
 DV0177
 DV0177                         *CURRENT SURVEY CONTROL
 DV0177  ___________________________________________________________________
 DV0177* NAD 83(1986)-  33 39 53.     (N)    112 06 51.     (W)     SCALED    
 DV0177* NAVD 88     -       420.471  (meters)    1379.50   (feet)  ADJUSTED  
 DV0177  ___________________________________________________________________
 DV0177  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV0177  DYNAMIC HT  -         419.979 (meters)    1377.88  (feet)  COMP
 DV0177  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 DV0177
 DV0177  VERT ORDER  -  FIRST     CLASS II
 DV0177
 DV0177.The horizontal coordinates were scaled from a topographic map and have
 DV0177.an estimated accuracy of +/- 6 seconds.
 DV0177
 DV0177.The orthometric height was determined by differential leveling
 DV0177.and adjusted in June 1991.
 DV0177
 DV0177.The geoid height was determined by GEOID03.
 DV0177
 DV0177.The dynamic height is computed by dividing the NAVD 88
 DV0177.geopotential number by the normal gravity value computed on the
 DV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0177.degrees latitude (g = 980.6199 gals.).
 DV0177
 DV0177.The modeled gravity was interpolated from observed gravity values.
 DV0177
 DV0177;                    North         East    Units  Estimated Accuracy
 DV0177;SPC AZ C     -   295,490.      195,040.      MT  (+/- 180 meters Scaled)
 DV0177
 DV0177                          SUPERSEDED SURVEY CONTROL
 DV0177
 DV0177  NGVD 29 (??/??/92)  419.871  (m)         1377.53   (f) ADJ UNCH    1 2
 DV0177
 DV0177.Superseded values are not recommended for survey control.
 DV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0177.See file dsdata.txt to determine how the superseded data were derived.
 DV0177
 DV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967255(NAD 83)
 DV0177_MARKER: DB = BENCH MARK DISK
 DV0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0177_STAMPING: Q 343 1959
 DV0177_MARK LOGO: CGS   
 DV0177_PROJECTION: PROJECTING 4 CENTIMETERS
 DV0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0177+STABILITY: SURFACE MOTION
 DV0177
 DV0177  HISTORY     - Date     Condition        Report By
 DV0177  HISTORY     - 1959     MONUMENTED       CGS
 DV0177  HISTORY     - 1981     GOOD             NGS
 DV0177  HISTORY     - 1984     GOOD             AZDT
 DV0177
 DV0177                          STATION DESCRIPTION
 DV0177
 DV0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0177'7.0 MI N FROM PHOENIX.
 DV0177'13.4 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0177'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.35 MILE SOUTH OF MILEPOST
 DV0177'NUMBER 215, 94 FEET WEST OF THE CENTER OF THE HIGHWAY, 8 FEET NORTH OF
 DV0177'POWER POLE NUMBER 25, 1 FOOT EAST OF THE FENCE, 1.5 FEET WEST OF THE
 DV0177'WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST.
 DV0177
 DV0177                          STATION RECOVERY (1981)
 DV0177
 DV0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0177'20.9 KM (13.0 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV0177'INTERSECTION OF GRAND AVENUE AT PHOENIX, 0.5 KM (0.3 MI) SOUTH
 DV0177'OF BEARDSLEY ROAD, 6.6 METERS (21.5 FT) WEST OF THE CENTERLINE OF
 DV0177'THE WEST FRONTAGE ROAD, 18.8 METERS (61.5 FT) SOUTHWEST OF AND ACROSS
 DV0177'THE ROAD FROM THE SOUTH POST OF A TRIPLE BRACED FENCE POST.
 DV0177'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DV0177'THE MARK IS 0.9 M BELOW THE FRONTAGE ROAD.
 DV0177
 DV0177                          STATION RECOVERY (1984)
 DV0177
 DV0177'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0899 ***********************************************************************
 DA0899  DESIGNATION -  Q 344
 DA0899  PID         -  DA0899
 DA0899  STATE/COUNTY-  AZ/YUMA
 DA0899  USGS QUAD   -  LAS PLAYAS (1990)
 DA0899
 DA0899                         *CURRENT SURVEY CONTROL
 DA0899  ___________________________________________________________________
 DA0899* NAD 83(1986)-  32 05 15.     (N)    113 22 46.     (W)     SCALED    
 DA0899* NAVD 88     -       225.09   (+/-2cm)     738.5    (feet)  VERTCON   
 DA0899  ___________________________________________________________________
 DA0899  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DA0899  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0899
 DA0899.The horizontal coordinates were scaled from a topographic map and have
 DA0899.an estimated accuracy of +/- 6 seconds.
 DA0899
 DA0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0899.The vertical order pertains to the NGVD 29 superseded value.
 DA0899
 DA0899.The geoid height was determined by GEOID03.
 DA0899
 DA0899;                    North         East    Units  Estimated Accuracy
 DA0899;SPC AZ W     -   120,630.      248,340.      MT  (+/- 180 meters Scaled)
 DA0899
 DA0899                          SUPERSEDED SURVEY CONTROL
 DA0899
 DA0899  NGVD 29 (??/??/92)  224.405  (m)          736.24   (f) ADJ UNCH    2 0
 DA0899
 DA0899.Superseded values are not recommended for survey control.
 DA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0899.See file dsdata.txt to determine how the superseded data were derived.
 DA0899
 DA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA754526(NAD 83)
 DA0899_MARKER: DB = BENCH MARK DISK
 DA0899_SETTING: 66 = SET IN ROCK OUTCROP
 DA0899_SP_SET: ROCK OUTCROP
 DA0899_STAMPING: Q 344 1961
 DA0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0899+STABILITY: POSITION/ELEVATION WELL
 DA0899
 DA0899  HISTORY     - Date     Condition        Report By
 DA0899  HISTORY     - 1961     MONUMENTED       CGS
 DA0899  HISTORY     - 1962     GOOD             NGS
 DA0899
 DA0899                          STATION DESCRIPTION
 DA0899
 DA0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0899'6.0 MI SW FROM PAPAGO WELL.
 DA0899'ABOUT 6.0 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0899'TANK AT PAPAGO WELL, 3.4 MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0899'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 31, NORTHEAST OF
 DA0899'AND AT THE BASE OF A ROCKY HILL, 0.1 MILE EAST OF THE JUNCTION OF THE
 DA0899'TRAIL ROAD AND A TRAIL ROAD, 1.7 MILES SOUTHWEST OF ONEILS GRAVE, 178
 DA0899'FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 6 FEET ABOVE
 DA0899'THE LEVEL OF THE TRAIL ROAD, SET IN THE TOP OF A GRANITE OUTCROP
 DA0899'PROJECTING 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0576 ***********************************************************************
 ES0576  DESIGNATION -  Q 344
 ES0576  PID         -  ES0576
 ES0576  STATE/COUNTY-  AZ/YAVAPAI
 ES0576  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0576
 ES0576                         *CURRENT SURVEY CONTROL
 ES0576  ___________________________________________________________________
 ES0576* NAD 83(1986)-  34 38 06.     (N)    111 49 37.     (W)     SCALED    
 ES0576* NAVD 88     -      1008.976  (meters)    3310.28   (feet)  ADJUSTED  
 ES0576  ___________________________________________________________________
 ES0576  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 ES0576  DYNAMIC HT  -        1007.706 (meters)    3306.12  (feet)  COMP
 ES0576  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 ES0576
 ES0576  VERT ORDER  -  SECOND    CLASS 0
 ES0576
 ES0576.The horizontal coordinates were scaled from a topographic map and have
 ES0576.an estimated accuracy of +/- 6 seconds.
 ES0576
 ES0576.The orthometric height was determined by differential leveling
 ES0576.and adjusted in June 1991.
 ES0576
 ES0576.The geoid height was determined by GEOID03.
 ES0576
 ES0576.The dynamic height is computed by dividing the NAVD 88
 ES0576.geopotential number by the normal gravity value computed on the
 ES0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0576.degrees latitude (g = 980.6199 gals.).
 ES0576
 ES0576.The modeled gravity was interpolated from observed gravity values.
 ES0576
 ES0576;                    North         East    Units  Estimated Accuracy
 ES0576;SPC AZ C     -   403,090.      221,590.      MT  (+/- 180 meters Scaled)
 ES0576
 ES0576                          SUPERSEDED SURVEY CONTROL
 ES0576
 ES0576  NGVD 29 (??/??/92) 1008.250  (m)         3307.90   (f) ADJ UNCH    2 0
 ES0576
 ES0576.Superseded values are not recommended for survey control.
 ES0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0576.See file dsdata.txt to determine how the superseded data were derived.
 ES0576
 ES0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD242328(NAD 83)
 ES0576_MARKER: DB = BENCH MARK DISK
 ES0576_SETTING: 66 = SET IN ROCK OUTCROP
 ES0576_SP_SET: ROCK OUTCROP
 ES0576_STAMPING: Q 344 1959
 ES0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0576+STABILITY: POSITION/ELEVATION WELL
 ES0576
 ES0576  HISTORY     - Date     Condition        Report By
 ES0576  HISTORY     - 1959     MONUMENTED       CGS
 ES0576
 ES0576                          STATION DESCRIPTION
 ES0576
 ES0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0576'8.0 MI NW FROM CAMP VERDE.
 ES0576'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0576'POST OFFICE IN CAMP VERDE, THENCE 5.5 MILES NORTH ALONG STATE HIGHWAY
 ES0576'79, 0.6 MILE NORTH OF JUNCTION LEADING TO CAMP VERDE, 0.35 MILE SOUTH
 ES0576'OF MILEPOST 293, 148 FEET EAST OF THE CENTER OF THE HIGHWAY, 72 FEET
 ES0576'EAST OF TELEPHONE POLE NUMBER 1, 18 FEET NORTH OF THE SOUTH EDGE OF A
 ES0576'ROCK OUTCROP OVERLOOKING WET BEVER CREEK, CEMENTED IN A DRILL HOLE IN
 ES0576'A ROCK OUTCROP THAT PROJECTS 3 INCHES, 8 FEET SOUTHWEST OF THE WITNESS
 ES0576'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0874 ***********************************************************************
 DA0874  DESIGNATION -  Q 345
 DA0874  PID         -  DA0874
 DA0874  STATE/COUNTY-  AZ/PIMA
 DA0874  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0874
 DA0874                         *CURRENT SURVEY CONTROL
 DA0874  ___________________________________________________________________
 DA0874* NAD 83(1986)-  32 18 24.     (N)    113 12 24.     (W)     SCALED    
 DA0874* NAVD 88     -       251.02   (+/-2cm)     823.6    (feet)  VERTCON   
 DA0874  ___________________________________________________________________
 DA0874  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DA0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0874
 DA0874.The horizontal coordinates were scaled from a topographic map and have
 DA0874.an estimated accuracy of +/- 6 seconds.
 DA0874
 DA0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0874.The vertical order pertains to the NGVD 29 superseded value.
 DA0874
 DA0874.The geoid height was determined by GEOID03.
 DA0874
 DA0874;                    North         East    Units  Estimated Accuracy
 DA0874;SPC AZ C     -   145,600.       91,880.      MT  (+/- 180 meters Scaled)
 DA0874
 DA0874                          SUPERSEDED SURVEY CONTROL
 DA0874
 DA0874  NGVD 29 (??/??/92)  250.355  (m)          821.37   (f) ADJ UNCH    2 0
 DA0874
 DA0874.Superseded values are not recommended for survey control.
 DA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0874.See file dsdata.txt to determine how the superseded data were derived.
 DA0874
 DA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA922765(NAD 83)
 DA0874_MARKER: DB = BENCH MARK DISK
 DA0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0874_STAMPING: Q 345 1961
 DA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0874+STABILITY: SURFACE MOTION
 DA0874
 DA0874  HISTORY     - Date     Condition        Report By
 DA0874  HISTORY     - 1961     MONUMENTED       CGS
 DA0874  HISTORY     - 1962     GOOD             NGS
 DA0874
 DA0874                          STATION DESCRIPTION
 DA0874
 DA0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0874'40.35 MI SW FROM AJO.
 DA0874'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0874'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0874'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0874'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0874'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0874'ALONG A TRAIL ROAD.  THENCE 16.7 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0874'2.6 MILES GENERAL SOUTHERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN
 DA0874'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 45, 2.7 MILES
 DA0874'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0874'FEET AND IS NUMBERED 46, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DA0874'ROAD, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0874'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0546 ***********************************************************************
 ES0546  DESIGNATION -  Q 345
 ES0546  PID         -  ES0546
 ES0546  STATE/COUNTY-  AZ/YAVAPAI
 ES0546  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0546
 ES0546                         *CURRENT SURVEY CONTROL
 ES0546  ___________________________________________________________________
 ES0546* NAD 83(1986)-  34 48 28.     (N)    111 36 00.     (W)     SCALED    
 ES0546* NAVD 88     -      1948.362  (meters)    6392.25   (feet)  ADJUSTED  
 ES0546  ___________________________________________________________________
 ES0546  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0546  DYNAMIC HT  -        1945.647 (meters)    6383.34  (feet)  COMP
 ES0546  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 ES0546
 ES0546  VERT ORDER  -  SECOND    CLASS 0
 ES0546
 ES0546.The horizontal coordinates were scaled from a topographic map and have
 ES0546.an estimated accuracy of +/- 6 seconds.
 ES0546
 ES0546.The orthometric height was determined by differential leveling
 ES0546.and adjusted in June 1991.
 ES0546
 ES0546.The geoid height was determined by GEOID03.
 ES0546
 ES0546.The dynamic height is computed by dividing the NAVD 88
 ES0546.geopotential number by the normal gravity value computed on the
 ES0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0546.degrees latitude (g = 980.6199 gals.).
 ES0546
 ES0546.The modeled gravity was interpolated from observed gravity values.
 ES0546
 ES0546;                    North         East    Units  Estimated Accuracy
 ES0546;SPC AZ C     -   422,300.      242,330.      MT  (+/- 180 meters Scaled)
 ES0546
 ES0546                          SUPERSEDED SURVEY CONTROL
 ES0546
 ES0546  NGVD 29 (??/??/92) 1947.450  (m)         6389.26   (f) ADJ UNCH    2 0
 ES0546
 ES0546.Superseded values are not recommended for survey control.
 ES0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0546.See file dsdata.txt to determine how the superseded data were derived.
 ES0546
 ES0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD451518(NAD 83)
 ES0546_MARKER: DB = BENCH MARK DISK
 ES0546_SETTING: 80 = SET IN A BOULDER
 ES0546_SP_SET: BOULDER
 ES0546_STAMPING: Q 345 1959
 ES0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0546+STABILITY: SURFACE MOTION
 ES0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0546+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 ES0546
 ES0546  HISTORY     - Date     Condition        Report By
 ES0546  HISTORY     - 1959     MONUMENTED       CGS
 ES0546  HISTORY     - 1960     GOOD             NGS
 ES0546  HISTORY     - 20060907 GOOD             USPSQD
 ES0546
 ES0546                          STATION DESCRIPTION
 ES0546
 ES0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0546'27.8 MI S FROM FLAGSTAFF.
 ES0546'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0546'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0546'THENCE 29.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO THE MARK, 138
 ES0546'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 60 FEET SOUTHWEST OF THE
 ES0546'RIGHT-OF-WAY FENCE, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 ES0546'FLUSH WITH THE GROUND, 4 FEET SOUTHWEST OF THE WITNESS POST. NOTE--
 ES0546'THIS MARK IS ABOUT AT THE CREST OF A LONG HILL.
 ES0546
 ES0546                          STATION RECOVERY (2006)
 ES0546
 ES0546'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 ES0546'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0964 ***********************************************************************
 DA0964  DESIGNATION -  Q 346
 DA0964  PID         -  DA0964
 DA0964  STATE/COUNTY-  AZ/YUMA
 DA0964  USGS QUAD   -  COYOTE WATER (1990)
 DA0964
 DA0964                         *CURRENT SURVEY CONTROL
 DA0964  ___________________________________________________________________
 DA0964* NAD 83(1986)-  32 15 33.     (N)    113 53 53.     (W)     SCALED    
 DA0964* NAVD 88     -       354.59   (+/-2cm)    1163.4    (feet)  VERTCON   
 DA0964  ___________________________________________________________________
 DA0964  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DA0964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0964
 DA0964.The horizontal coordinates were scaled from a topographic map and have
 DA0964.an estimated accuracy of +/- 6 seconds.
 DA0964
 DA0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0964.The vertical order pertains to the NGVD 29 superseded value.
 DA0964
 DA0964.The geoid height was determined by GEOID03.
 DA0964
 DA0964;                    North         East    Units  Estimated Accuracy
 DA0964;SPC AZ W     -   139,620.      199,410.      MT  (+/- 180 meters Scaled)
 DA0964
 DA0964                          SUPERSEDED SURVEY CONTROL
 DA0964
 DA0964  NGVD 29 (??/??/92)  353.887  (m)         1161.04   (f) ADJ UNCH    2 0
 DA0964
 DA0964.Superseded values are not recommended for survey control.
 DA0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0964.See file dsdata.txt to determine how the superseded data were derived.
 DA0964
 DA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA269728(NAD 83)
 DA0964_MARKER: DB = BENCH MARK DISK
 DA0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0964_STAMPING: Q 346 1961
 DA0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0964+STABILITY: SURFACE MOTION
 DA0964
 DA0964  HISTORY     - Date     Condition        Report By
 DA0964  HISTORY     - 1961     MONUMENTED       CGS
 DA0964  HISTORY     - 1962     GOOD             NGS
 DA0964
 DA0964                          STATION DESCRIPTION
 DA0964
 DA0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0964'9.9 MI W FROM TULE WELL.
 DA0964'ABOUT 9.9 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0964'COMMISSION SHELTER AT TULE WELL, 3.4 MILES WEST OF A 4X4-INCH WHITE
 DA0964'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 17, 109
 DA0964'FEET WEST OF A LONE IRONWOOD TREE, 23 FEET SOUTH OF THE CENTER LINE OF
 DA0964'THE TRAIL ROAD, 1.8 FEET SOUTH EAST OF A METAL WITNESS POST, ABOUT
 DA0964'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0964'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0316 ***********************************************************************
 ER0316  DESIGNATION -  Q 346
 ER0316  PID         -  ER0316
 ER0316  STATE/COUNTY-  AZ/NAVAJO
 ER0316  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0316
 ER0316                         *CURRENT SURVEY CONTROL
 ER0316  ___________________________________________________________________
 ER0316* NAD 83(1986)-  34 59 30.     (N)    109 57 02.     (W)     SCALED    
 ER0316* NAVD 88     -      1606.650  (meters)    5271.15   (feet)  ADJUSTED  
 ER0316  ___________________________________________________________________
 ER0316  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ER0316  DYNAMIC HT  -        1604.433 (meters)    5263.88  (feet)  COMP
 ER0316  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 ER0316
 ER0316  VERT ORDER  -  FIRST     CLASS II
 ER0316
 ER0316.The horizontal coordinates were scaled from a topographic map and have
 ER0316.an estimated accuracy of +/- 6 seconds.
 ER0316
 ER0316.The orthometric height was determined by differential leveling
 ER0316.and adjusted in June 1991.
 ER0316.WARNING-Repeat measurements at this control monument indicate possible
 ER0316.vertical movement.
 ER0316
 ER0316.The geoid height was determined by GEOID03.
 ER0316
 ER0316.The dynamic height is computed by dividing the NAVD 88
 ER0316.geopotential number by the normal gravity value computed on the
 ER0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0316.degrees latitude (g = 980.6199 gals.).
 ER0316
 ER0316.The modeled gravity was interpolated from observed gravity values.
 ER0316
 ER0316;                    North         East    Units  Estimated Accuracy
 ER0316;SPC AZ E     -   442,670.      233,090.      MT  (+/- 180 meters Scaled)
 ER0316
 ER0316                          SUPERSEDED SURVEY CONTROL
 ER0316
 ER0316  NGVD 29 (??/??/92) 1605.844  (m)         5268.51   (f) ADJ UNCH    1 2
 ER0316
 ER0316.Superseded values are not recommended for survey control.
 ER0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0316.See file dsdata.txt to determine how the superseded data were derived.
 ER0316
 ER0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD957726(NAD 83)
 ER0316_MARKER: DB = BENCH MARK DISK
 ER0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0316_SP_SET: ABUTMENT
 ER0316_STAMPING: Q 346 1959
 ER0316_MARK LOGO: CGS   
 ER0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0316
 ER0316  HISTORY     - Date     Condition        Report By
 ER0316  HISTORY     - 1959     MONUMENTED       CGS
 ER0316  HISTORY     - 1983     GOOD             NGS
 ER0316
 ER0316                          STATION DESCRIPTION
 ER0316
 ER0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ER0316'15.0 MI E FROM HOLBROOK.
 ER0316'15.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0316'AT HOLBROOK, 0.2 MILE EAST OF MILEPOST 321, 15 FEET SOUTH OF THE
 ER0316'CENTER OF THE EAST BOUND TRAFFIC LANE, SET IN A DRILL HOLE 5 FEET EAST
 ER0316'OF THE WEST END OF THE SOUTHWEST ABUTMENT OF A LARGE CONCRETE BRIDGE
 ER0316'OVER LITTLE CARRIZO WASH.
 ER0316
 ER0316                          STATION RECOVERY (1983)
 ER0316
 ER0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0316'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  22.3 KM (13.85
 ER0316'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 ER0316'NAVAJO BOULEVARD IN HOLBROOK, IN TOP OF AND 0.7 METER (2.3 FT) NORTH
 ER0316'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE EAST BOUND
 ER0316'OVERPASS OF THE LITTLE LITHODENDRON WASH, 4.8 METERS (15.7 FT) SOUTH
 ER0316'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 1.5
 ER0316'METERS (4.9 FT) EAST OF THE WEST END OF THE BRIDGE.
 ER0316'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0956 ***********************************************************************
 DA0956  DESIGNATION -  Q 347
 DA0956  PID         -  DA0956
 DA0956  STATE/COUNTY-  AZ/YUMA
 DA0956  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0956
 DA0956                         *CURRENT SURVEY CONTROL
 DA0956  ___________________________________________________________________
 DA0956* NAD 83(1986)-  32 13 14.     (N)    113 47 02.     (W)     SCALED    
 DA0956* NAVD 88     -       368.88   (+/-2cm)    1210.2    (feet)  VERTCON   
 DA0956  ___________________________________________________________________
 DA0956  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DA0956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0956
 DA0956.The horizontal coordinates were scaled from a topographic map and have
 DA0956.an estimated accuracy of +/- 6 seconds.
 DA0956
 DA0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0956.The vertical order pertains to the NGVD 29 superseded value.
 DA0956
 DA0956.The geoid height was determined by GEOID03.
 DA0956
 DA0956;                    North         East    Units  Estimated Accuracy
 DA0956;SPC AZ W     -   135,330.      210,170.      MT  (+/- 180 meters Scaled)
 DA0956
 DA0956                          SUPERSEDED SURVEY CONTROL
 DA0956
 DA0956  NGVD 29 (??/??/92)  368.185  (m)         1207.95   (f) ADJ UNCH    2 0
 DA0956
 DA0956.Superseded values are not recommended for survey control.
 DA0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0956.See file dsdata.txt to determine how the superseded data were derived.
 DA0956
 DA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA376682(NAD 83)
 DA0956_MARKER: DB = BENCH MARK DISK
 DA0956_SETTING: 66 = SET IN ROCK OUTCROP
 DA0956_SP_SET: ROCK KNOLL
 DA0956_STAMPING: Q 347 1961
 DA0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0956+STABILITY: POSITION/ELEVATION WELL
 DA0956
 DA0956  HISTORY     - Date     Condition        Report By
 DA0956  HISTORY     - 1961     MONUMENTED       CGS
 DA0956  HISTORY     - 1962     GOOD             NGS
 DA0956
 DA0956                          STATION DESCRIPTION
 DA0956
 DA0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0956'2.2 MI W FROM TULE WELL.
 DA0956'ABOUT 2.2 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0956'COMMISSION SHELTER AT TULE WELL, 78 YARDS NORTH OF THE CENTER LINE OF
 DA0956'THE TRAIL ROAD, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND
 DA0956'SET FLUSH IN THE TOP OF A ROCK ON THE SOUTHEAST SLOPE OF A ROCK KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0246 ***********************************************************************
 FP0246  DESIGNATION -  Q 347
 FP0246  PID         -  FP0246
 FP0246  STATE/COUNTY-  AZ/APACHE
 FP0246  USGS QUAD   -  LUPTON (1971)
 FP0246
 FP0246                         *CURRENT SURVEY CONTROL
 FP0246  ___________________________________________________________________
 FP0246* NAD 83(1986)-  35 21 10.     (N)    109 03 13.     (W)     SCALED    
 FP0246* NAVD 88     -      1885.460  (meters)    6185.88   (feet)  ADJUSTED  
 FP0246  ___________________________________________________________________
 FP0246  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 FP0246  DYNAMIC HT  -        1882.818 (meters)    6177.21  (feet)  COMP
 FP0246  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 FP0246
 FP0246  VERT ORDER  -  FIRST     CLASS II
 FP0246
 FP0246.The horizontal coordinates were scaled from a topographic map and have
 FP0246.an estimated accuracy of +/- 6 seconds.
 FP0246
 FP0246.The orthometric height was determined by differential leveling
 FP0246.and adjusted in June 1991.
 FP0246
 FP0246.The geoid height was determined by GEOID03.
 FP0246
 FP0246.The dynamic height is computed by dividing the NAVD 88
 FP0246.geopotential number by the normal gravity value computed on the
 FP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0246.degrees latitude (g = 980.6199 gals.).
 FP0246
 FP0246.The modeled gravity was interpolated from observed gravity values.
 FP0246
 FP0246;                    North         East    Units  Estimated Accuracy
 FP0246;SPC AZ E     -   483,280.      314,520.      MT  (+/- 180 meters Scaled)
 FP0246
 FP0246                          SUPERSEDED SURVEY CONTROL
 FP0246
 FP0246  NGVD 29 (??/??/92) 1884.488  (m)         6182.69   (f) ADJ UNCH    1 2
 FP0246
 FP0246.Superseded values are not recommended for survey control.
 FP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0246.See file dsdata.txt to determine how the superseded data were derived.
 FP0246
 FP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE768139(NAD 83)
 FP0246_MARKER: DB = BENCH MARK DISK
 FP0246_SETTING: 0 = UNSPECIFIED SETTING
 FP0246_STAMPING: Q 347 1959
 FP0246_MARK LOGO: CGS   
 FP0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0246
 FP0246  HISTORY     - Date     Condition        Report By
 FP0246  HISTORY     - 1959     MONUMENTED       CGS
 FP0246  HISTORY     - 1983     GOOD             NGS
 FP0246
 FP0246                          STATION DESCRIPTION
 FP0246
 FP0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0246'0.45 MI NE FROM LUPTON.
 FP0246'0.45 MILE NORTHEAST OF THE POST OFFICE AT LUPTON, 50 FEET SOUTHWEST OF
 FP0246'RAILROAD MILEPOST 180, 6.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FP0246'CEMENTED IN A DRILL HOLE IN THE EAST SIDE OF RAILROAD BLOCK SIGNAL
 FP0246'NUMBER 1802, 2 FEET HIGHER THAN THE SURFACE OF THE GROUND, ABOUT 100
 FP0246'FEET EAST OF HIGHWAY MILEPOST 381.
 FP0246
 FP0246                          STATION RECOVERY (1983)
 FP0246
 FP0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0246'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.0 KM (21.1
 FP0246'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0246'U. S. HIGHWAY 666 IN GALLUP, THENCE 0.8 KM (0.5 MI) SOUTHEASTERLY
 FP0246'ALONG A PAVED ROAD (OLD U. S. HIGHWAY 66), IN THE CENTER OF THE
 FP0246'SOUTHWEST END OF THE CONCRETE FOUNDATION OF THE SANTA FE RAILROAD
 FP0246'SIGNAL NUMBER 1802, 35.5 METERS (116.5 FT) SOUTHEAST OF THE CENTERLINE
 FP0246'OF THE ROAD, 15.3 METERS (50.2 FT) WEST OF RAILROAD MILEPOST 180 AND
 FP0246'2.1 METERS (6.9 FT) NORTHWEST OF THE NEAR RAIL.
 FP0246'THE MARK IS 0.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0006 ***********************************************************************
 DB0006  DESIGNATION -  Q 348
 DB0006  PID         -  DB0006
 DB0006  STATE/COUNTY-  AZ/YUMA
 DB0006  USGS QUAD   -  CIPRIANO PASS (1990)
 DB0006
 DB0006                         *CURRENT SURVEY CONTROL
 DB0006  ___________________________________________________________________
 DB0006* NAD 83(1986)-  32 24 27.     (N)    114 12 51.     (W)     SCALED    
 DB0006* NAVD 88     -       262.82   (+/-2cm)     862.3    (feet)  VERTCON   
 DB0006  ___________________________________________________________________
 DB0006  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DB0006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0006
 DB0006.The horizontal coordinates were scaled from a topographic map and have
 DB0006.an estimated accuracy of +/- 6 seconds.
 DB0006
 DB0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0006.The vertical order pertains to the NGVD 29 superseded value.
 DB0006
 DB0006.The geoid height was determined by GEOID03.
 DB0006
 DB0006;                    North         East    Units  Estimated Accuracy
 DB0006;SPC AZ W     -   156,150.      169,700.      MT  (+/- 180 meters Scaled)
 DB0006
 DB0006                          SUPERSEDED SURVEY CONTROL
 DB0006
 DB0006  NGVD 29 (??/??/??)  262.132  (m)          860.01   (f) ADJUSTED    2 0
 DB0006
 DB0006.Superseded values are not recommended for survey control.
 DB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0006.See file dsdata.txt to determine how the superseded data were derived.
 DB0006
 DB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR620890(NAD 83)
 DB0006_MARKER: DB = BENCH MARK DISK
 DB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0006_STAMPING: Q 348 1962
 DB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0006+STABILITY: SURFACE MOTION
 DB0006
 DB0006  HISTORY     - Date     Condition        Report By
 DB0006  HISTORY     - 1962     MONUMENTED       CGS
 DB0006
 DB0006                          STATION DESCRIPTION
 DB0006
 DB0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0006'31.3 MI SSW FROM LIGURTA.
 DB0006'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0006'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0006'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0006'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0006'A WASH, THENCE 12.2 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.5
 DB0006'MILE WEST NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DB0006'WHICH PROJECTS 16 FEET AND IS NUMBER 12, 68 YARDS SOUTHEAST OF A
 DB0006'SANDY WASH WITH SCATTERED TREES ALONG THE WASH, 22 FEET SOUTHWEST
 DB0006'OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET SOUTHWEST OF A
 DB0006'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DB0006'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1172 ***********************************************************************
 CZ1172  DESIGNATION -  Q 348
 CZ1172  PID         -  CZ1172
 CZ1172  STATE/COUNTY-  AZ/PINAL
 CZ1172  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1172
 CZ1172                         *CURRENT SURVEY CONTROL
 CZ1172  ___________________________________________________________________
 CZ1172* NAD 83(1986)-  32 47 33.     (N)    111 38 40.     (W)     SCALED    
 CZ1172* NAVD 88     -       456.98   (+/-2cm)    1499.3    (feet)  VERTCON   
 CZ1172  ___________________________________________________________________
 CZ1172  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1172
 CZ1172.The horizontal coordinates were scaled from a topographic map and have
 CZ1172.an estimated accuracy of +/- 6 seconds.
 CZ1172
 CZ1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1172.The vertical order pertains to the NGVD 29 superseded value.
 CZ1172
 CZ1172.The geoid height was determined by GEOID03.
 CZ1172
 CZ1172;                    North         East    Units  Estimated Accuracy
 CZ1172;SPC AZ C     -   198,770.      238,860.      MT  (+/- 180 meters Scaled)
 CZ1172
 CZ1172                          SUPERSEDED SURVEY CONTROL
 CZ1172
 CZ1172  NGVD 29 (??/??/92)  456.427  (m)         1497.46   (f) ADJ UNCH    2 0
 CZ1172
 CZ1172.Superseded values are not recommended for survey control.
 CZ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1172.See file dsdata.txt to determine how the superseded data were derived.
 CZ1172
 CZ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB396284(NAD 83)
 CZ1172_MARKER: DB = BENCH MARK DISK
 CZ1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1172_SP_SET: STOVEPIPE
 CZ1172_STAMPING: Q 348 1960
 CZ1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1172
 CZ1172  HISTORY     - Date     Condition        Report By
 CZ1172  HISTORY     - 1960     MONUMENTED       CGS
 CZ1172  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1172
 CZ1172                          STATION DESCRIPTION
 CZ1172
 CZ1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1172'2.75 MI W FROM TOLTEC.
 CZ1172'1.0 MILE SOUTH OF TOLTEC ON A DIRT ROAD, THENCE ABOUT 1.75 MILES
 CZ1172'NORTHWEST ALONG NEW HIGHWAY, 107 FEET SOUTH OF CENTER LINE OF BLADED
 CZ1172'TRACK ROAD, 150 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1.5 FEET
 CZ1172'NORTH OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 CZ1172'PROJECTING 8 INCHES.
 CZ1172
 CZ1172                          STATION RECOVERY (1966)
 CZ1172
 CZ1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0008 ***********************************************************************
 CZ0008  DESIGNATION -  Q 349
 CZ0008  PID         -  CZ0008
 CZ0008  STATE/COUNTY-  AZ/COCHISE
 CZ0008  USGS QUAD   -  SAN PEDRO RANCH (1985)
 CZ0008
 CZ0008                         *CURRENT SURVEY CONTROL
 CZ0008  ___________________________________________________________________
 CZ0008* NAD 83(1986)-  32 00 04.     (N)    110 09 05.     (W)     SCALED    
 CZ0008* NAVD 88     -      1324.845  (meters)    4346.60   (feet)  ADJUSTED  
 CZ0008  ___________________________________________________________________
 CZ0008  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CZ0008  DYNAMIC HT  -        1322.826 (meters)    4339.97  (feet)  COMP
 CZ0008  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 CZ0008
 CZ0008  VERT ORDER  -  FIRST     CLASS II
 CZ0008
 CZ0008.The horizontal coordinates were scaled from a topographic map and have
 CZ0008.an estimated accuracy of +/- 6 seconds.
 CZ0008
 CZ0008.The orthometric height was determined by differential leveling
 CZ0008.and adjusted in June 1991.
 CZ0008
 CZ0008.The geoid height was determined by GEOID03.
 CZ0008
 CZ0008.The dynamic height is computed by dividing the NAVD 88
 CZ0008.geopotential number by the normal gravity value computed on the
 CZ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0008.degrees latitude (g = 980.6199 gals.).
 CZ0008
 CZ0008.The modeled gravity was interpolated from observed gravity values.
 CZ0008
 CZ0008;                    North         East    Units  Estimated Accuracy
 CZ0008;SPC AZ E     -   110,990.      214,800.      MT  (+/- 180 meters Scaled)
 CZ0008
 CZ0008                          SUPERSEDED SURVEY CONTROL
 CZ0008
 CZ0008  NGVD 29 (??/??/92) 1323.976  (m)         4343.74   (f) ADJ UNCH    1 2
 CZ0008
 CZ0008.Superseded values are not recommended for survey control.
 CZ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0008.See file dsdata.txt to determine how the superseded data were derived.
 CZ0008
 CZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA801408(NAD 83)
 CZ0008_MARKER: DB = BENCH MARK DISK
 CZ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0008_STAMPING: Q 349 1960
 CZ0008_PROJECTION: FLUSH
 CZ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0008+STABILITY: SURFACE MOTION
 CZ0008
 CZ0008  HISTORY     - Date     Condition        Report By
 CZ0008  HISTORY     - 1960     MONUMENTED       CGS
 CZ0008  HISTORY     - 1979     GOOD             NGS
 CZ0008
 CZ0008                          STATION DESCRIPTION
 CZ0008
 CZ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0008'9.3 MI E FROM BENSON.
 CZ0008'9.3 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CZ0008'86, 97 FEET SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE
 CZ0008'OF HIGHWAY, 4 FEET NORTH OF A POWER POLE, 2 FEET NORTH OF A FENCE, SET
 CZ0008'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH, ABOUT 2 FEET
 CZ0008'LOWER THAN THE HIGHWAY.
 CZ0008
 CZ0008                          STATION RECOVERY (1979)
 CZ0008
 CZ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0008'16.1 KILOMETERS (10.0 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CZ0008'OCOTILLO STREET UNDERPASS AT BENSON, 0.6 KILOMETER (0.35 MILE)
 CZ0008'NORTHEAST OF MILE POST 314, WHICH IS BETWEEN TWO POWER LINE CROSSINGS,
 CZ0008'30.8 METERS (101 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0008'LANES, 1.4 METERS (4.6 FEET) NORTHWEST OF A POWER LINE POLE AND 0.5
 CZ0008'METER (1.7 FEET) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CZ0008'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CZ0008'THE MARK IS 0.5 M BELOW FREEWAY LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0977 ***********************************************************************
 DA0977  DESIGNATION -  Q 350
 DA0977  PID         -  DA0977
 DA0977  STATE/COUNTY-  AZ/YUMA
 DA0977  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0977
 DA0977                         *CURRENT SURVEY CONTROL
 DA0977  ___________________________________________________________________
 DA0977* NAD 83(1986)-  32 24 47.     (N)    113 40 09.     (W)     SCALED    
 DA0977* NAVD 88     -       234.87   (+/-2cm)     770.6    (feet)  VERTCON   
 DA0977  ___________________________________________________________________
 DA0977  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DA0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0977
 DA0977.The horizontal coordinates were scaled from a topographic map and have
 DA0977.an estimated accuracy of +/- 6 seconds.
 DA0977
 DA0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0977.The vertical order pertains to the NGVD 29 superseded value.
 DA0977
 DA0977.The geoid height was determined by GEOID03.
 DA0977
 DA0977;                    North         East    Units  Estimated Accuracy
 DA0977;SPC AZ W     -   156,670.      220,960.      MT  (+/- 180 meters Scaled)
 DA0977
 DA0977                          SUPERSEDED SURVEY CONTROL
 DA0977
 DA0977  NGVD 29 (??/??/92)  234.203  (m)          768.38   (f) ADJ UNCH    2 0
 DA0977
 DA0977.Superseded values are not recommended for survey control.
 DA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0977.See file dsdata.txt to determine how the superseded data were derived.
 DA0977
 DA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA489893(NAD 83)
 DA0977_MARKER: DB = BENCH MARK DISK
 DA0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0977_STAMPING: Q 350 1962
 DA0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0977+STABILITY: SURFACE MOTION
 DA0977
 DA0977  HISTORY     - Date     Condition        Report By
 DA0977  HISTORY     - 1962     MONUMENTED       CGS
 DA0977
 DA0977                          STATION DESCRIPTION
 DA0977
 DA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0977'17.45 MI NE FROM TULE WELL.
 DA0977'ABOUT 17.45 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0977'COMMISSION SHELTER AT TULE WELL.  1.0 MILE SOUTH OF A 4X4-INCH WHITE
 DA0977'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2, 0.75
 DA0977'MILE SOUTH OF A SMALL ABANDONED MINE SHAFT WHICH IS ON THE EAST SLOPE
 DA0977'OF A HILL AND ON THE WEST SIDE OF THE ROAD, 0.3 MILE SOUTH OF A FISH
 DA0977'AND GAME COMMISSION SIGN, 49 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DA0977'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 DA0977'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 DA0977'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1127 ***********************************************************************
 DA1127  DESIGNATION -  Q 351
 DA1127  PID         -  DA1127
 DA1127  STATE/COUNTY-  AZ/YUMA
 DA1127  USGS QUAD   -  MOHAWK SE (1965)
 DA1127
 DA1127                         *CURRENT SURVEY CONTROL
 DA1127  ___________________________________________________________________
 DA1127* NAD 83(1986)-  32 36 49.     (N)    113 46 56.     (W)     SCALED    
 DA1127* NAVD 88     -       136.86   (+/-2cm)     449.0    (feet)  VERTCON   
 DA1127  ___________________________________________________________________
 DA1127  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DA1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1127
 DA1127.The horizontal coordinates were scaled from a topographic map and have
 DA1127.an estimated accuracy of +/- 6 seconds.
 DA1127
 DA1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1127.The vertical order pertains to the NGVD 29 superseded value.
 DA1127
 DA1127.The geoid height was determined by GEOID03.
 DA1127
 DA1127;                    North         East    Units  Estimated Accuracy
 DA1127;SPC AZ W     -   178,910.      210,340.      MT  (+/- 180 meters Scaled)
 DA1127
 DA1127                          SUPERSEDED SURVEY CONTROL
 DA1127
 DA1127  NGVD 29 (??/??/92)  136.205  (m)          446.87   (f) ADJ UNCH    2 0
 DA1127
 DA1127.Superseded values are not recommended for survey control.
 DA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1127.See file dsdata.txt to determine how the superseded data were derived.
 DA1127
 DA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB389118(NAD 83)
 DA1127_MARKER: DB = BENCH MARK DISK
 DA1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1127_STAMPING: Q 351 1962
 DA1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1127+STABILITY: SURFACE MOTION
 DA1127
 DA1127  HISTORY     - Date     Condition        Report By
 DA1127  HISTORY     - 1962     MONUMENTED       CGS
 DA1127
 DA1127                          STATION DESCRIPTION
 DA1127
 DA1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1127'14.3 MI SE FROM TACNA.
 DA1127'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1127'TACNA.  THENCE 8.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1127'WELL, 2.6 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1127'WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 52 FEET NORTHEAST OF THE
 DA1127'CENTER LINE OF THE ROAD, 3.3 FEET NORTHEAST OF A METAL WITNESS POST,
 DA1127'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1127'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1022 ***********************************************************************
 DA1022  DESIGNATION -  Q 352
 DA1022  PID         -  DA1022
 DA1022  STATE/COUNTY-  AZ/YUMA
 DA1022  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1022
 DA1022                         *CURRENT SURVEY CONTROL
 DA1022  ___________________________________________________________________
 DA1022* NAD 83(1986)-  32 26 53.     (N)    113 32 27.     (W)     SCALED    
 DA1022* NAVD 88     -       211.75   (+/-2cm)     694.7    (feet)  VERTCON   
 DA1022  ___________________________________________________________________
 DA1022  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DA1022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1022
 DA1022.The horizontal coordinates were scaled from a topographic map and have
 DA1022.an estimated accuracy of +/- 6 seconds.
 DA1022
 DA1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1022.The vertical order pertains to the NGVD 29 superseded value.
 DA1022
 DA1022.The geoid height was determined by GEOID03.
 DA1022
 DA1022;                    North         East    Units  Estimated Accuracy
 DA1022;SPC AZ W     -   160,570.      233,030.      MT  (+/- 180 meters Scaled)
 DA1022
 DA1022                          SUPERSEDED SURVEY CONTROL
 DA1022
 DA1022  NGVD 29 (??/??/92)  211.107  (m)          692.61   (f) ADJ UNCH    2 0
 DA1022
 DA1022.Superseded values are not recommended for survey control.
 DA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1022.See file dsdata.txt to determine how the superseded data were derived.
 DA1022
 DA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA611929(NAD 83)
 DA1022_MARKER: DB = BENCH MARK DISK
 DA1022_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1022_SP_SET: 11 1/2 FT
 DA1022_STAMPING: Q 352 1962
 DA1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1022
 DA1022  HISTORY     - Date     Condition        Report By
 DA1022  HISTORY     - 1962     MONUMENTED       CGS
 DA1022
 DA1022                          STATION DESCRIPTION
 DA1022
 DA1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1022'21.85 MI W FROM TONY TANK.
 DA1022'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA1022'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA1022'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA1022'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.85 MILES SOUTH SOUTHWEST ALONG A
 DA1022'TRAIL ROAD THROUGH THE PASS.  THENCE 3.1 MILES WEST ALONG A DIM TRAIL
 DA1022'ROAD, 0.4 MILE NORTHEAST AND 2.4 EAST OF A 4X4-INCH WHITE WOODEN
 DA1022'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 41, 2.6 MILES
 DA1022'WEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DA1022'AND IS NUMBERED 40, ABOUT 0.25 MILE EAST SOUTHEAST OF A LONE CACTUS,
 DA1022'14 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.8 FEET
 DA1022'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DA1022'TRAIL ROAD, CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 DA1022'OF 11 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0779 ***********************************************************************
 DA0779  DESIGNATION -  Q 353
 DA0779  PID         -  DA0779
 DA0779  STATE/COUNTY-  AZ/MARICOPA
 DA0779  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0779
 DA0779                         *CURRENT SURVEY CONTROL
 DA0779  ___________________________________________________________________
 DA0779* NAD 83(1986)-  32 38 46.     (N)    113 15 47.     (W)     SCALED    
 DA0779* NAVD 88     -       216.93   (+/-2cm)     711.7    (feet)  VERTCON   
 DA0779  ___________________________________________________________________
 DA0779  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DA0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0779
 DA0779.The horizontal coordinates were scaled from a topographic map and have
 DA0779.an estimated accuracy of +/- 6 seconds.
 DA0779
 DA0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0779.The vertical order pertains to the NGVD 29 superseded value.
 DA0779
 DA0779.The geoid height was determined by GEOID03.
 DA0779
 DA0779;                    North         East    Units  Estimated Accuracy
 DA0779;SPC AZ C     -   183,310.       87,040.      MT  (+/- 180 meters Scaled)
 DA0779
 DA0779                          SUPERSEDED SURVEY CONTROL
 DA0779
 DA0779  NGVD 29 (??/??/92)  216.327  (m)          709.73   (f) ADJ UNCH    2 0
 DA0779
 DA0779.Superseded values are not recommended for survey control.
 DA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0779.See file dsdata.txt to determine how the superseded data were derived.
 DA0779
 DA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB877143(NAD 83)
 DA0779_MARKER: DB = BENCH MARK DISK
 DA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0779_STAMPING: Q 353 1961
 DA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0779+STABILITY: SURFACE MOTION
 DA0779
 DA0779  HISTORY     - Date     Condition        Report By
 DA0779  HISTORY     - 1961     MONUMENTED       CGS
 DA0779  HISTORY     - 1962     GOOD             NGS
 DA0779
 DA0779                          STATION DESCRIPTION
 DA0779
 DA0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0779'19.7 MI SSE FROM SENTINEL.
 DA0779'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0779'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0779'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 4.5
 DA0779'MILES SOUTH ALONG A DIM TRAIL ROAD.  THENCE 4.35 MILES SOUTHEAST ALONG
 DA0779'A DIM TRAIL ROAD, 2.8 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0779'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 33, 2.6 MILES
 DA0779'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0779'FEET AND IS NUMBERED 34, IN AN OPEN BARREN AREA, 29 FEET SOUTHWEST OF
 DA0779'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A METAL WITNESS
 DA0779'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0202 ***********************************************************************
 DB0202  DESIGNATION -  Q 353
 DB0202  PID         -  DB0202
 DB0202  STATE/COUNTY-  AZ/YUMA
 DB0202  USGS QUAD   -  FORTUNA (1979)
 DB0202
 DB0202                         *CURRENT SURVEY CONTROL
 DB0202  ___________________________________________________________________
 DB0202* NAD 83(1986)-  32 39 40.     (N)    114 22 36.     (W)     SCALED    
 DB0202* NAVD 88     -       131.521  (meters)     431.50   (feet)  ADJUSTED  
 DB0202  ___________________________________________________________________
 DB0202  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB0202  DYNAMIC HT  -         131.370 (meters)     431.00  (feet)  COMP
 DB0202  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 DB0202
 DB0202  VERT ORDER  -  FIRST     CLASS II
 DB0202
 DB0202.The horizontal coordinates were scaled from a topographic map and have
 DB0202.an estimated accuracy of +/- 6 seconds.
 DB0202
 DB0202.The orthometric height was determined by differential leveling
 DB0202.and adjusted in June 1991.
 DB0202
 DB0202.The geoid height was determined by GEOID03.
 DB0202
 DB0202.The dynamic height is computed by dividing the NAVD 88
 DB0202.geopotential number by the normal gravity value computed on the
 DB0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0202.degrees latitude (g = 980.6199 gals.).
 DB0202
 DB0202.The modeled gravity was interpolated from observed gravity values.
 DB0202
 DB0202;                    North         East    Units  Estimated Accuracy
 DB0202;SPC AZ W     -   184,350.      154,580.      MT  (+/- 180 meters Scaled)
 DB0202
 DB0202                          SUPERSEDED SURVEY CONTROL
 DB0202
 DB0202  NGVD 29 (??/??/??)  130.854  (m)          429.31   (f) ADJUSTED    1 2
 DB0202
 DB0202.Superseded values are not recommended for survey control.
 DB0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0202.See file dsdata.txt to determine how the superseded data were derived.
 DB0202
 DB0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS460167(NAD 83)
 DB0202_MARKER: DB = BENCH MARK DISK
 DB0202_SETTING: 80 = SET IN A BOULDER
 DB0202_SP_SET: BOULDER
 DB0202_STAMPING: Q 353 1960
 DB0202_MARK LOGO: CGS   
 DB0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0202+STABILITY: SURFACE MOTION
 DB0202
 DB0202  HISTORY     - Date     Condition        Report By
 DB0202  HISTORY     - 1960     MONUMENTED       CGS
 DB0202  HISTORY     - 1962     GOOD             NGS
 DB0202  HISTORY     - 1967     GOOD             NGS
 DB0202  HISTORY     - 1981     GOOD             NGS
 DB0202  HISTORY     - 1981     GOOD             NGS
 DB0202
 DB0202                          STATION DESCRIPTION
 DB0202
 DB0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0202'5.2 MI W FROM LIGURTA.
 DB0202'ABOUT 5.15 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0202'STATION AND CAFE AT LIGURTA, 135 FEET NORTHEAST OF HIGHWAY
 DB0202'MILEPOST NUMBER 19, 103 NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DB0202'75 FEET NORTHWEST OF THE NORTH END OF A 28-INCH CORRUGATED
 DB0202'METAL CULVERT, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 DB0202'3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 DB0202'BOULDER WHICH PROJECTS 5 INCHES.
 DB0202
 DB0202                          STATION RECOVERY (1967)
 DB0202
 DB0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DB0202'RECOVERED IN GOOD CONDITION.
 DB0202
 DB0202                          STATION RECOVERY (1981)
 DB0202
 DB0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0202'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0202'4TH AVENUE IN YUMA, THENCE 6.6 KM (4.1 MI) SOUTHEAST ALONG THE EAST-
 DB0202'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.5 KM (0.3 MI) SOUTHEAST OF
 DB0202'INTERSTATE MILEPOST 16, 0.2 KM (0.1 MI) NORTH ACROSS COUNTRY FROM
 DB0202'HIGHWAY 80, SET IN TOP OF A 1 X 1 FOOT EXPOSED AREA OF AN EMBEDDED
 DB0202'BOULDER, 29.6 M (96.8 FT) NORTHEAST OF THE CENTERLINE OF THE EAST-
 DB0202'BOUND LANES OF THE INTERSTATE, 115.7 M (380 FT) SOUTHWEST OF THE
 DB0202'CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE, 22.6 M (74.0 FT)
 DB0202'NORTH OF THE CENTER OF THE NORTHWEST END OF A 24-INCH CORRUGATED
 DB0202'METAL PIPE CULVERT.
 DB0202'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DB0202'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
 DB0202
 DB0202                          STATION RECOVERY (1981)
 DB0202
 DB0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0202'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB0202'4TH AVENUE IN YUMA, THENCE 6.6 KM (4.1 MI) SOUTHEAST ALONG THE EAST-
 DB0202'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.5 KM (0.3 MI) SOUTHEAST OF
 DB0202'INTERSTATE MILEPOST 16, 0.2 KM (0.1 MI) NORTH ACROSS COUNTRY FROM
 DB0202'HIGHWAY 80, SET IN TOP OF A 1 X 1 FOOT EXPOSED AREA OF AN EMBEDDED
 DB0202'BOULDER, 29.6 M (96.8 FT) NORTHEAST OF THE CENTERLINE OF THE EAST-
 DB0202'BOUND LANES OF THE INTERSTATE, 115.7 M (380 FT) SOUTHWEST OF THE
 DB0202'CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE, 22.6 M (74.0 FT)
 DB0202'NORTH OF THE CENTER OF THE NORTHWEST END OF A 24-INCH CORRUGATED
 DB0202'METAL PIPE CULVERT.
 DB0202'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DB0202'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0664 ***********************************************************************
 DA0664  DESIGNATION -  Q 354
 DA0664  PID         -  DA0664
 DA0664  STATE/COUNTY-  AZ/MARICOPA
 DA0664  USGS QUAD   -  GILA BEND (1973)
 DA0664
 DA0664                         *CURRENT SURVEY CONTROL
 DA0664  ___________________________________________________________________
 DA0664* NAD 83(1986)-  32 55 00.     (N)    112 37 57.     (W)     SCALED    
 DA0664* NAVD 88     -       289.14   (+/-2cm)     948.6    (feet)  VERTCON   
 DA0664  ___________________________________________________________________
 DA0664  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DA0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0664
 DA0664.The horizontal coordinates were scaled from a topographic map and have
 DA0664.an estimated accuracy of +/- 6 seconds.
 DA0664
 DA0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0664.The vertical order pertains to the NGVD 29 superseded value.
 DA0664
 DA0664.The geoid height was determined by GEOID03.
 DA0664
 DA0664;                    North         East    Units  Estimated Accuracy
 DA0664;SPC AZ C     -   212,740.      146,410.      MT  (+/- 180 meters Scaled)
 DA0664
 DA0664                          SUPERSEDED SURVEY CONTROL
 DA0664
 DA0664  NGVD 29 (??/??/92)  288.518  (m)          946.58   (f) ADJ UNCH    2 0
 DA0664
 DA0664.Superseded values are not recommended for survey control.
 DA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0664.See file dsdata.txt to determine how the superseded data were derived.
 DA0664
 DA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB473432(NAD 83)
 DA0664_MARKER: DB = BENCH MARK DISK
 DA0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0664_SP_SET: BRIDGE
 DA0664_STAMPING: Q 354 1960
 DA0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0664
 DA0664  HISTORY     - Date     Condition        Report By
 DA0664  HISTORY     - 1960     MONUMENTED       CGS
 DA0664
 DA0664                          STATION DESCRIPTION
 DA0664
 DA0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0664'4.75 MI SE FROM GILA BEND.
 DA0664'4.75 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0664'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 83 FEET SOUTH OF THE CENTERLINE
 DA0664'OF THE WEST BOUND TRAFFIC LANE, 25.6 FEET NORTH OF THE CENTERLINE OF
 DA0664'THE EAST BOUND TRAFFIC LANE, SET IN A DRILL HOLE IN THE EAST END OF
 DA0664'THE NORTH CONCRETE GUARD RAIL OF A BRIDGE AND ABOUT THE SAME ELEVATION
 DA0664'AS THE EAST BOUND TRAFFIC LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0850 ***********************************************************************
 EU0850  DESIGNATION -  Q 356
 EU0850  PID         -  EU0850
 EU0850  STATE/COUNTY-  AZ/LA PAZ
 EU0850  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0850
 EU0850                         *CURRENT SURVEY CONTROL
 EU0850  ___________________________________________________________________
 EU0850* NAD 83(1986)-  34 15 45.     (N)    114 01 38.     (W)     SCALED    
 EU0850* NAVD 88     -       153.39   (+/-2cm)     503.2    (feet)  VERTCON   
 EU0850  ___________________________________________________________________
 EU0850  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EU0850  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0850
 EU0850.The horizontal coordinates were scaled from a topographic map and have
 EU0850.an estimated accuracy of +/- 6 seconds.
 EU0850
 EU0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0850.The vertical order pertains to the NGVD 29 superseded value.
 EU0850
 EU0850.The geoid height was determined by GEOID03.
 EU0850
 EU0850;                    North         East    Units  Estimated Accuracy
 EU0850;SPC AZ W     -   361,820.      187,830.      MT  (+/- 180 meters Scaled)
 EU0850
 EU0850                          SUPERSEDED SURVEY CONTROL
 EU0850
 EU0850  NGVD 29 (08/15/05)  152.773  (m)          501.22   (f) ADJUSTED    1 1
 EU0850
 EU0850.Superseded values are not recommended for survey control.
 EU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0850.See file dsdata.txt to determine how the superseded data were derived.
 EU0850
 EU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT737952(NAD 83)
 EU0850_MARKER: DB = BENCH MARK DISK
 EU0850_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EU0850+WITH SETTING: INTO GROUND
 EU0850_STAMPING: Q 356 1976
 EU0850_PROJECTION: PROJECTING 8 CENTIMETERS
 EU0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0850+STABILITY: SURFACE MOTION
 EU0850_ROD/PIPE-DEPTH: 1.22 meters
 EU0850
 EU0850  HISTORY     - Date     Condition        Report By
 EU0850  HISTORY     - 1976     MONUMENTED       NGS
 EU0850  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0850
 EU0850                          STATION DESCRIPTION
 EU0850
 EU0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0850'33.1 MI NW FROM BOUSE.
 EU0850'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0850'BOUSE, THENCE 5.15 MILES WEST ALONG THE PLANET RANCH ROAD, 2 FT.
 EU0850'NORTHWEST OF THE NORTH FENCE CORNER OF A FENCE AROUND A PASTURE, 16
 EU0850'FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5 FT. SOUTHEAST OF A 25
 EU0850'MPH SIGN.
 EU0850'THE MARK IS 5 FT ABOVE ROAD.
 EU0850
 EU0850                          STATION RECOVERY (1987)
 EU0850
 EU0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0530 ***********************************************************************
 CY0530  DESIGNATION -  Q 358
 CY0530  PID         -  CY0530
 CY0530  STATE/COUNTY-  AZ/COCHISE
 CY0530  USGS QUAD   -  LUZENA (1979)
 CY0530
 CY0530                         *CURRENT SURVEY CONTROL
 CY0530  ___________________________________________________________________
 CY0530* NAD 83(1986)-  32 20 04.     (N)    109 31 40.     (W)     SCALED    
 CY0530* NAVD 88     -      1173.581  (meters)    3850.32   (feet)  ADJUSTED  
 CY0530  ___________________________________________________________________
 CY0530  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0530  DYNAMIC HT  -        1171.855 (meters)    3844.66  (feet)  COMP
 CY0530  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 CY0530
 CY0530  VERT ORDER  -  FIRST     CLASS II
 CY0530
 CY0530.The horizontal coordinates were scaled from a topographic map and have
 CY0530.an estimated accuracy of +/- 6 seconds.
 CY0530
 CY0530.The orthometric height was determined by differential leveling
 CY0530.and adjusted in June 1991.
 CY0530
 CY0530.The geoid height was determined by GEOID03.
 CY0530
 CY0530.The dynamic height is computed by dividing the NAVD 88
 CY0530.geopotential number by the normal gravity value computed on the
 CY0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0530.degrees latitude (g = 980.6199 gals.).
 CY0530
 CY0530.The modeled gravity was interpolated from observed gravity values.
 CY0530
 CY0530;                    North         East    Units  Estimated Accuracy
 CY0530;SPC AZ E     -   148,130.      273,510.      MT  (+/- 180 meters Scaled)
 CY0530
 CY0530                          SUPERSEDED SURVEY CONTROL
 CY0530
 CY0530  NGVD 29 (??/??/92) 1172.896  (m)         3848.08   (f) ADJ UNCH    1 2
 CY0530
 CY0530.Superseded values are not recommended for survey control.
 CY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0530.See file dsdata.txt to determine how the superseded data were derived.
 CY0530
 CY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA385784(NAD 83)
 CY0530_MARKER: DB = BENCH MARK DISK
 CY0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0530_STAMPING: Q 358 1960
 CY0530_PROJECTION: PROJECTING 14 CENTIMETERS
 CY0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0530+STABILITY: SURFACE MOTION
 CY0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0530+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CY0530
 CY0530  HISTORY     - Date     Condition        Report By
 CY0530  HISTORY     - 1960     MONUMENTED       CGS
 CY0530  HISTORY     - 1979     GOOD             NGS
 CY0530  HISTORY     - 20060320 GOOD             NGS
 CY0530
 CY0530                          STATION DESCRIPTION
 CY0530
 CY0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0530'2.4 MI W FROM BOWIE.
 CY0530'2.4 MILES WEST OF INTERSECTION LIGHT AT BOWIE, ARIZONA, ON STATE
 CY0530'HIGHWAY 86, 0.2 MILE WEST OF MILEPOST 350, 97 FEET NORTH OF CENTERLINE
 CY0530'OF HIGHWAY, 2 FEET SOUTHEAST OF WITNESS POST, SET IN THE TOP OF A
 CY0530'10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CY0530
 CY0530                          STATION RECOVERY (1979)
 CY0530
 CY0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0530'4.7 KILOMETERS (2.9 MILES) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0530'RICHARDS AVENUE UNDERPASS AT BOWIE, 0.2 KILOMETER (0.1 MILE) WEST OF
 CY0530'MILE POST 362, 31.1 METERS (102 FEET) NORTH OF THE CENTERLINE OF THE
 CY0530'WESTBOUND TRAFFIC LANES, 42.0 METERS (138 FEET) NORTHWEST OF THE
 CY0530'WEST END OF THE NORTH HEADWALL OF A 3-CHANNEL BOX CULVERT, 27.0
 CY0530'METERS (88 FEET) WEST OF A FENCE CORNER POST AND 0.5 METER (1.8 FEET)
 CY0530'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CY0530'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 CY0530'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 CY0530
 CY0530                          STATION RECOVERY (2006)
 CY0530
 CY0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CY0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0340 ***********************************************************************
 DV0340  DESIGNATION -  Q 360
 DV0340  PID         -  DV0340
 DV0340  STATE/COUNTY-  AZ/PINAL
 DV0340  USGS QUAD   -  MARICOPA (1978)
 DV0340
 DV0340                         *CURRENT SURVEY CONTROL
 DV0340  ___________________________________________________________________
 DV0340* NAD 83(1986)-  33 03 13.     (N)    112 02 36.     (W)     SCALED    
 DV0340* NAVD 88     -       358.280  (meters)    1175.46   (feet)  ADJUSTED  
 DV0340  ___________________________________________________________________
 DV0340  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0340  DYNAMIC HT  -         357.847 (meters)    1174.04  (feet)  COMP
 DV0340  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 DV0340  OBS GRAVITY -     979,415.8   (mgal)                       GRAV_OBS
 DV0340
 DV0340  VERT ORDER  -  FIRST     CLASS II
 DV0340
 DV0340.The horizontal coordinates were scaled from a topographic map and have
 DV0340.an estimated accuracy of +/- 6 seconds.
 DV0340
 DV0340.The orthometric height was determined by differential leveling
 DV0340.and adjusted in June 1991.
 DV0340
 DV0340.The geoid height was determined by GEOID03.
 DV0340
 DV0340.The dynamic height is computed by dividing the NAVD 88
 DV0340.geopotential number by the normal gravity value computed on the
 DV0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0340.degrees latitude (g = 980.6199 gals.).
 DV0340
 DV0340.The modeled gravity was interpolated from observed gravity values.
 DV0340.The observed gravity was obtained from relative gravimeter ties
 DV0340.to the IGSN71 gravity network.
 DV0340
 DV0340;                    North         East    Units  Estimated Accuracy
 DV0340;SPC AZ C     -   227,700.      201,530.      MT  (+/- 180 meters Scaled)
 DV0340
 DV0340                          SUPERSEDED SURVEY CONTROL
 DV0340
 DV0340  NGVD 29 (??/??/92)  358.153  (m)         1175.04   (f) ADJ UNCH    1 2
 DV0340
 DV0340.Superseded values are not recommended for survey control.
 DV0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0340.See file dsdata.txt to determine how the superseded data were derived.
 DV0340
 DV0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025577(NAD 83)
 DV0340_MARKER: DB = BENCH MARK DISK
 DV0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0340_SP_SET: POST FOUNDATION
 DV0340_STAMPING: Q 360 1967
 DV0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0340
 DV0340  HISTORY     - Date     Condition        Report By
 DV0340  HISTORY     - 1967     MONUMENTED       CGS
 DV0340  HISTORY     - 1980     GOOD             NGS
 DV0340  HISTORY     - 1980     GOOD             NGS
 DV0340  HISTORY     - 20060831 MARK NOT FOUND   GEOCAC
 DV0340
 DV0340                          STATION DESCRIPTION
 DV0340
 DV0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0340'0.45 MI SE FROM MARICOPA.
 DV0340'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0340'MARICOPA, THENCE 0.35 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DV0340'RAILROAD, IN S 27, T 4 S, R 3 E, AT THE NORTHEAST CORNER OF A YARD
 DV0340'ENCLOSED BY A CHAIN LINK FENCE, 2 POLES SOUTHEAST OF MILEPOST 898, 268
 DV0340'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 218 FEET
 DV0340'NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 150 FEET WEST AND
 DV0340'ACROSS A PAVED ROAD FROM A PUBLIC SWIMMING POOL, 38 FEET SOUTHWEST OF
 DV0340'THE CENTER LINE OF A PAVED ROAD, 95 FEET WEST OF A CORRUGATED METAL
 DV0340'CULVERT UNDER THE ROAD, SET IN THE TOP OF THE CONCRETE FOUNDATION FOR
 DV0340'AN 8-INCH METAL PIPE FENCE CORNER POST WHICH SUPPORTS A GATE, 0.3 FOOT
 DV0340'EAST OF THE FENCE CORNER POST, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 DV0340'THE ROAD.
 DV0340
 DV0340                          STATION RECOVERY (1980)
 DV0340
 DV0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0340'RECOVERED IN GOOD CONDITION.
 DV0340
 DV0340                          STATION RECOVERY (1980)
 DV0340
 DV0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0340'RECOVERED IN GOOD CONDITION.
 DV0340
 DV0340                          STATION RECOVERY (2006)
 DV0340
 DV0340'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0340'THE FENCE AND GATE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0806 ***********************************************************************
 DV0806  DESIGNATION -  Q 361
 DV0806  PID         -  DV0806
 DV0806  STATE/COUNTY-  AZ/MARICOPA
 DV0806  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0806
 DV0806                         *CURRENT SURVEY CONTROL
 DV0806  ___________________________________________________________________
 DV0806* NAD 83(1986)-  33 11 47.     (N)    112 42 49.     (W)     SCALED    
 DV0806* NAVD 88     -       228.528  (meters)     749.76   (feet)  ADJUSTED  
 DV0806  ___________________________________________________________________
 DV0806  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DV0806  DYNAMIC HT  -         228.262 (meters)     748.89  (feet)  COMP
 DV0806  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 DV0806
 DV0806  VERT ORDER  -  FIRST     CLASS II
 DV0806
 DV0806.The horizontal coordinates were scaled from a topographic map and have
 DV0806.an estimated accuracy of +/- 6 seconds.
 DV0806
 DV0806.The orthometric height was determined by differential leveling
 DV0806.and adjusted in June 1991.
 DV0806
 DV0806.The geoid height was determined by GEOID03.
 DV0806
 DV0806.The dynamic height is computed by dividing the NAVD 88
 DV0806.geopotential number by the normal gravity value computed on the
 DV0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0806.degrees latitude (g = 980.6199 gals.).
 DV0806
 DV0806.The modeled gravity was interpolated from observed gravity values.
 DV0806
 DV0806;                    North         East    Units  Estimated Accuracy
 DV0806;SPC AZ C     -   243,810.      139,060.      MT  (+/- 180 meters Scaled)
 DV0806
 DV0806                          SUPERSEDED SURVEY CONTROL
 DV0806
 DV0806  NGVD 29 (??/??/92)  227.881  (m)          747.64   (f) ADJ UNCH    1 2
 DV0806
 DV0806.Superseded values are not recommended for survey control.
 DV0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0806.See file dsdata.txt to determine how the superseded data were derived.
 DV0806
 DV0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB402743(NAD 83)
 DV0806_MARKER: DB = BENCH MARK DISK
 DV0806_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0806_SP_SET: 36 FEET
 DV0806_STAMPING: Q 361 1967
 DV0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0806+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV0806
 DV0806  HISTORY     - Date     Condition        Report By
 DV0806  HISTORY     - 1967     MONUMENTED       CGS
 DV0806  HISTORY     - 1981     GOOD             NGS
 DV0806  HISTORY     - 20060128 GOOD             USPSQD
 DV0806  HISTORY     - 20060129 GOOD             USPSQD
 DV0806
 DV0806                          STATION DESCRIPTION
 DV0806
 DV0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0806'12.25 MI SW FROM ARLINGTON.
 DV0806'12.25 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0806'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION 6,
 DV0806'T 3 S, R 5 W, ABOUT 150 YARDS WEST AND ACROSS THE HIGHWAY FROM A DEEP
 DV0806'WATER WELL WHICH IS USED FOR IRRIGATION, ABOUT 130 YARDS SOUTHEAST OF
 DV0806'A CULVERT WHICH WAS INSTALLED IN A TREE LINED WASH, 49 FEET NORTHWEST
 DV0806'OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTHEAST OF A FENCE,
 DV0806'1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DV0806'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 DV0806'TO A DEPTH OF 36 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH
 DV0806'PROJECTS 5 INCHES.
 DV0806
 DV0806                          STATION RECOVERY (1981)
 DV0806
 DV0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0806'RECOVERED IN GOOD CONDITION.
 DV0806
 DV0806                          STATION RECOVERY (2006)
 DV0806
 DV0806'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0806'RECOVERED AS DESCRIBED.
 DV0806
 DV0806                          STATION RECOVERY (2006)
 DV0806
 DV0806'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0806'RECOVERED AS DESCRIBED..
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1068 ***********************************************************************
 DV1068  DESIGNATION -  Q 362
 DV1068  PID         -  DV1068
 DV1068  STATE/COUNTY-  AZ/MARICOPA
 DV1068  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1068
 DV1068                         *CURRENT SURVEY CONTROL
 DV1068  ___________________________________________________________________
 DV1068* NAD 83(1986)-  33 28 05.     (N)    113 01 33.     (W)     SCALED    
 DV1068* NAVD 88     -       381.178  (meters)    1250.58   (feet)  ADJUSTED  
 DV1068  ___________________________________________________________________
 DV1068  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1068  DYNAMIC HT  -         380.742 (meters)    1249.15  (feet)  COMP
 DV1068  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 DV1068
 DV1068  VERT ORDER  -  FIRST     CLASS II
 DV1068
 DV1068.The horizontal coordinates were scaled from a topographic map and have
 DV1068.an estimated accuracy of +/- 6 seconds.
 DV1068
 DV1068.The orthometric height was determined by differential leveling
 DV1068.and adjusted in June 1991.
 DV1068
 DV1068.The geoid height was determined by GEOID03.
 DV1068
 DV1068.The dynamic height is computed by dividing the NAVD 88
 DV1068.geopotential number by the normal gravity value computed on the
 DV1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1068.degrees latitude (g = 980.6199 gals.).
 DV1068
 DV1068.The modeled gravity was interpolated from observed gravity values.
 DV1068
 DV1068;                    North         East    Units  Estimated Accuracy
 DV1068;SPC AZ C     -   274,210.      110,260.      MT  (+/- 180 meters Scaled)
 DV1068
 DV1068                          SUPERSEDED SURVEY CONTROL
 DV1068
 DV1068  NGVD 29 (??/??/92)  380.533  (m)         1248.47   (f) ADJ UNCH    1 2
 DV1068
 DV1068.Superseded values are not recommended for survey control.
 DV1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1068.See file dsdata.txt to determine how the superseded data were derived.
 DV1068
 DV1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC117050(NAD 83)
 DV1068_MARKER: DB = BENCH MARK DISK
 DV1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1068_STAMPING: Q 362 1967
 DV1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1068+STABILITY: SURFACE MOTION
 DV1068
 DV1068  HISTORY     - Date     Condition        Report By
 DV1068  HISTORY     - 1967     MONUMENTED       CGS
 DV1068  HISTORY     - 1981     GOOD             NGS
 DV1068
 DV1068                          STATION DESCRIPTION
 DV1068
 DV1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV1068'9.5 MI SW FROM TONOPAH.
 DV1068'ABOUT 6.85 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1068'TONOPAH, THENCE 2.65 MILES SOUTHEAST ALONG THE BUCKEYE-SALOME ROAD, IN
 DV1068'SECTION 36, T 2 N, R 8 W, AT A JUNCTION OF THE ROAD AND COURTHOUSE
 DV1068'ROAD, 98 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 64 FEET WEST OF
 DV1068'THE CENTER LINE OF COURTHOUSE ROAD, 17 1/2 FEET SOUTHEAST OF THE SOUTH
 DV1068'END OF A LARGE SIGNBOARD, 2.6 FEET NORTHWEST OF A METAL WITNESS POST,
 DV1068'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV1068'PROJECTING 10 INCHES.
 DV1068
 DV1068                          STATION RECOVERY (1981)
 DV1068
 DV1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1032 ***********************************************************************
 CZ1032  DESIGNATION -  Q 363
 CZ1032  PID         -  CZ1032
 CZ1032  STATE/COUNTY-  AZ/PINAL
 CZ1032  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1032
 CZ1032                         *CURRENT SURVEY CONTROL
 CZ1032  ___________________________________________________________________
 CZ1032* NAD 83(2007)-  32 49 16.95019(N)    111 38 08.40528(W)     ADJUSTED  
 CZ1032* NAVD 88     -       457.249  (meters)    1500.16   (feet)  ADJUSTED  
 CZ1032  ___________________________________________________________________
 CZ1032  X           -  -1,978,313.336 (meters)                     COMP
 CZ1032  Y           -  -4,987,575.489 (meters)                     COMP
 CZ1032  Z           -   3,437,559.307 (meters)                     COMP
 CZ1032  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CZ1032  ELLIP HEIGHT-         427.173 (meters)          (04/23/08) ADJUSTED
 CZ1032  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1032  DYNAMIC HT  -         456.686 (meters)    1498.31  (feet)  COMP
 CZ1032  MODELED GRAV-     979,394.0   (mgal)                       NAVD 88
 CZ1032  OBS GRAVITY -     979,394.7   (mgal)                       GRAV_OBS
 CZ1032
 CZ1032  HORZ ORDER  -  A
 CZ1032  VERT ORDER  -  FIRST     CLASS II
 CZ1032  ELLP ORDER  -  FOURTH    CLASS II
 CZ1032
 CZ1032.The horizontal coordinates were established by GPS observations
 CZ1032.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ1032
 CZ1032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1032.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1032
 CZ1032.The orthometric height was determined by differential leveling
 CZ1032.and adjusted in June 1991.
 CZ1032
 CZ1032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1032
 CZ1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1032
 CZ1032.The ellipsoidal height was determined by GPS observations
 CZ1032.and is referenced to NAD 83.
 CZ1032
 CZ1032.The geoid height was determined by GEOID03.
 CZ1032
 CZ1032.The dynamic height is computed by dividing the NAVD 88
 CZ1032.geopotential number by the normal gravity value computed on the
 CZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1032.degrees latitude (g = 980.6199 gals.).
 CZ1032
 CZ1032.The modeled gravity was interpolated from observed gravity values.
 CZ1032.The observed gravity was obtained from relative gravimeter ties
 CZ1032.to the IGSN71 gravity network.
 CZ1032
 CZ1032;                    North         East     Units Scale Factor Converg.
 CZ1032;SPC AZ C     -   201,978.474   239,670.416   MT  0.99990853   +0 09 08.3
 CZ1032;SPC AZ C     -   662,659.04    786,320.26   iFT  0.99990853   +0 09 08.3
 CZ1032;UTM  12      - 3,631,663.758   440,498.657   MT  0.99964365   -0 20 40.4
 CZ1032
 CZ1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1032!SPC AZ C     -   0.99993294  x   0.99990853  =   0.99984147
 CZ1032!UTM  12      -   0.99993294  x   0.99964365  =   0.99957661
 CZ1032
 CZ1032|---------------------------------------------------------------------|
 CZ1032| PID    Reference Object                     Distance      Geod. Az  |
 CZ1032|                                                           dddmmss.s |
 CZ1032| CZ1033 R 363                               191.538 METERS 12817     |
 CZ1032|---------------------------------------------------------------------|
 CZ1032
 CZ1032                          SUPERSEDED SURVEY CONTROL
 CZ1032
 CZ1032  NAD 83(2007)-  32 49 16.95024(N)    111 38 08.40526(W) AD(2007.00) 0
 CZ1032  ELLIP H (02/10/07)  427.129  (m)                       GP(2007.00)    
 CZ1032  ELLIP H (11/21/00)  427.159  (m)                       GP(       ) 3 1
 CZ1032  NAD 83(1986)-  32 49 16.94293(N)    111 38 08.40455(W) AD(       ) B
 CZ1032  NAD 83(1992)-  32 49 16.94960(N)    111 38 08.40398(W) AD(       ) B
 CZ1032  ELLIP H (09/30/92)  427.240  (m)                       GP(       ) 2 1
 CZ1032  NAD 83(1986)-  32 49 16.94293(N)    111 38 08.40455(W) AD(       ) 1
 CZ1032  NAVD 88 (09/30/92)  457.25   (m)         1500.2    (f) LEVELING    3  
 CZ1032  NGVD 29 (??/??/92)  456.635  (m)         1498.14   (f) ADJ UNCH    1 2
 CZ1032
 CZ1032.Superseded values are not recommended for survey control.
 CZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1032.See file dsdata.txt to determine how the superseded data were derived.
 CZ1032
 CZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4049931664(NAD 83)
 CZ1032_MARKER: DB = BENCH MARK DISK
 CZ1032_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1032_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1032_STAMPING: Q 363 1967
 CZ1032_MARK LOGO: CGS   
 CZ1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1032+STABILITY: POSITION/ELEVATION WELL
 CZ1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1032+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2008
 CZ1032
 CZ1032  HISTORY     - Date     Condition        Report By
 CZ1032  HISTORY     - 1967     MONUMENTED       CGS
 CZ1032  HISTORY     - 1970     GOOD             NGS
 CZ1032  HISTORY     - 1980     GOOD             NGS
 CZ1032  HISTORY     - 1980     GOOD             NGS
 CZ1032  HISTORY     - 1984     GOOD             NGS
 CZ1032  HISTORY     - 19911205 GOOD             NGS
 CZ1032  HISTORY     - 19920203 GOOD             NGS
 CZ1032  HISTORY     - 20030211 GOOD             MHD
 CZ1032  HISTORY     - 20061205 GOOD             NGS
 CZ1032  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ1032  HISTORY     - 20080213 GOOD             AZDWR
 CZ1032
 CZ1032                          STATION DESCRIPTION
 CZ1032
 CZ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1032'7.3 MI NW FROM ELOY.
 CZ1032'ABOUT 5.95 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1032'THE STATION AT ELOY, THENCE 1.35 MILES NORTH ALONG A GRAVELED ROAD, IN
 CZ1032'S 9, T 7 S, R 7 E, NEAR THE MIDDLE OF A SADDLE BETWEEN TWO HILLS AND
 CZ1032'ON THE OUTSIDE OF A CURVE IN THE ROAD AROUND A HILL, 90 FEET EAST OF
 CZ1032'THE CENTER LINE OF THE GRAVELED ROAD, SET IN THE TOP OF A ROCK
 CZ1032'OUTCROP, 42 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 7 FEET EAST
 CZ1032'OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 CZ1032
 CZ1032                          STATION RECOVERY (1970)
 CZ1032
 CZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1032'RECOVERED IN GOOD CONDITION.
 CZ1032
 CZ1032                          STATION RECOVERY (1980)
 CZ1032
 CZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1032'THE MARK IS 1 M ABOVE TOLTEC BUTTES ROAD.
 CZ1032'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1032'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.2 KILOMETERS (1.35
 CZ1032'MILES) NORTH ALONG TOLTEC BUTTES ROAD, SET IN TOP OF ROCK OUTCROP ON
 CZ1032'THE WEST SLOPE OF THE EAST HILL AND ON THE OUTSIDE OF THE CURVE AROUND
 CZ1032'THE WEST HILL, 27.4 METERS (90 FEET) EAST OF THE CENTERLINE OF THE
 CZ1032'ROAD AND 12.8 METERS (42 FEET) SOUTH OF THE CENTERLINE OF AN
 CZ1032'EAST-WEST TRAIL ROAD.
 CZ1032'THE MARK IS 2.1 METERS  E FROM A WITNESS POST.
 CZ1032
 CZ1032                          STATION RECOVERY (1980)
 CZ1032
 CZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1032'THE MARK IS 1 M ABOVE TOLTEC BUTTES ROAD.
 CZ1032'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1032'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.2 KILOMETERS (1.35
 CZ1032'MILES) NORTH ALONG TOLTEC BUTTES ROAD, SET IN TOP OF ROCK OUTCROP ON
 CZ1032'THE WEST SLOPE OF THE EAST HILL AND ON THE OUTSIDE OF THE CURVE AROUND
 CZ1032'THE WEST HILL, 27.4 METERS (90 FEET) EAST OF THE CENTERLINE OF THE
 CZ1032'ROAD AND 12.8 METERS (42 FEET) SOUTH OF THE CENTERLINE OF AN
 CZ1032'EAST-WEST TRAIL ROAD.
 CZ1032'THE MARK IS 2.1 METERS  E FROM A WITNESS POST.
 CZ1032
 CZ1032                          STATION RECOVERY (1984)
 CZ1032
 CZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1032'RECOVERED IN GOOD CONDITION.
 CZ1032
 CZ1032                          STATION RECOVERY (1991)
 CZ1032
 CZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1032'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1032'ELOY, THENCE 9.5 KM (5.90 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1032'THENCE 2.1 KM (1.30 MI) NORTHERLY ALONG TOLTEC BUTTES ROAD, NEAR THE
 CZ1032'EAST EDGE OF A 6 BY 6-FOOT AREA OF EXPOSED BEDROCK ALONG THE WEST
 CZ1032'SLOPE OF A HILL, 28.2 M (92.5 FT) EAST OF AND LEVEL WITH THE ROAD
 CZ1032'CENTER, 13.0 M (42.7 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, AND
 CZ1032'2.3 M (7.5 FT) EAST OF A WITNESS POST.
 CZ1032
 CZ1032                          STATION RECOVERY (1992)
 CZ1032
 CZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1032'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTHEAST OF CASA GRANDE,
 CZ1032'10 KM (6.2 MI) NORTHWEST OF ELOY, 1.5 KM (0.9 MI) NORTHEAST OF STATE
 CZ1032'HIGHWAY 84, AT TOLTEC BUTTES, ACROSS THE ROAD FROM A QUARRY.
 CZ1032'OWNERSHIP--UNKNOWN.
 CZ1032'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ1032'STATE HIGHWAY 84, ABOUT 8 KM (5.0 MI) SOUTHEAST OF CASA GRANDE, GO
 CZ1032'SOUTHEAST ON HIGHWAY 84 FOR 5.70 KM (3.54 MI) TO A GRAVEL ROAD LEFT.
 CZ1032'TURN LEFT, NORTH, ON TOLTEC BUTTES ROAD FOR 2.13 KM (1.32 MI) TO THE
 CZ1032'STATION ON THE RIGHT ON THE OUTSIDE OF A SHORT CURVE AT THE BUTTES
 CZ1032'AND JUST BEFORE REACHING TWO ROADS RIGHT.
 CZ1032'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE MIDDLE OF A
 CZ1032'FLAT 0.4 M (1.3 FT) X 1.0 M (3.3 FT) OUTCROP THAT PROJECTS 2 CM.
 CZ1032'LOCATED ON THE WEST SLOPE OF A LOW ROCKY HILL, 28.2 M (92.5 FT)
 CZ1032'SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, 13.0 M (42.7 FT) SOUTH OF
 CZ1032'THE CENTER OF A NARROW GRADED ROAD AND 2.3 M (7.5 FT) SOUTHEAST OF A
 CZ1032'METAL WITNESS POST.
 CZ1032
 CZ1032                          STATION RECOVERY (2003)
 CZ1032
 CZ1032'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (MD)
 CZ1032'RECOVERED IN GOOD CONDITION.
 CZ1032
 CZ1032                          STATION RECOVERY (2006)
 CZ1032
 CZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 CZ1032'PREVIOUS TO REACH IS NOT ACCURATE DUE TO SIGNIFICANT DEVELOPMENT OF
 CZ1032'AREA. STATIONS ARE ACCESSIBLE FROM NORTH AT INTERSECTIONS OF ROPERS
 CZ1032'AND TOLTEC BUTTES, OR FROM SOUTH AT INTERSECTIONS OF JIMMIE KERR
 CZ1032'BOULEVARD (HWY 84) AND ROBSON BOULEVARD. AREA DEVELOPMENT CURRENTLY
 CZ1032'PREVENTS DEFINITION OF AN ACCURATE TO REACH STATEMENT.
 CZ1032
 CZ1032                          STATION RECOVERY (2007)
 CZ1032
 CZ1032'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1032'THE DESCRIBED LOCATION IS NOW A GRAVEL PIT.
 CZ1032
 CZ1032                          STATION RECOVERY (2008)
 CZ1032
 CZ1032'RECOVERY NOTE BY ARIZONA DEPT OF WATER RESOURCES 2008 (PAI)
 CZ1032'MARK IS SOUTHEAST OF GRAVEL PIT ON THE WEST SIDE OF WHAT IS NOW THE
 CZ1032'WESTERN-MOST BUTTE OF TOLTEC BUTTES. A HOUSING DEVELOPMENT IS BEING
 CZ1032'CONSTRUCTED TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0678 ***********************************************************************
 DU0678  DESIGNATION -  Q 364
 DU0678  PID         -  DU0678
 DU0678  STATE/COUNTY-  AZ/MARICOPA
 DU0678  USGS QUAD   -  SACATON NE (1978)
 DU0678
 DU0678                         *CURRENT SURVEY CONTROL
 DU0678  ___________________________________________________________________
 DU0678* NAD 83(1986)-  33 13 52.     (N)    111 35 39.     (W)     SCALED    
 DU0678* NAVD 88     -       440.618  (meters)    1445.59   (feet)  ADJUSTED  
 DU0678  ___________________________________________________________________
 DU0678  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU0678  DYNAMIC HT  -         440.084 (meters)    1443.84  (feet)  COMP
 DU0678  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 DU0678  OBS GRAVITY -     979,414.2   (mgal)                       GRAV_OBS
 DU0678
 DU0678  VERT ORDER  -  FIRST     CLASS II
 DU0678
 DU0678.The horizontal coordinates were scaled from a topographic map and have
 DU0678.an estimated accuracy of +/- 6 seconds.
 DU0678
 DU0678.The orthometric height was determined by differential leveling
 DU0678.and adjusted in November 1993.
 DU0678
 DU0678.The geoid height was determined by GEOID03.
 DU0678
 DU0678.The dynamic height is computed by dividing the NAVD 88
 DU0678.geopotential number by the normal gravity value computed on the
 DU0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0678.degrees latitude (g = 980.6199 gals.).
 DU0678
 DU0678.The modeled gravity was interpolated from observed gravity values.
 DU0678.The observed gravity was obtained from relative gravimeter ties
 DU0678.to the IGSN71 gravity network.
 DU0678
 DU0678;                    North         East    Units  Estimated Accuracy
 DU0678;SPC AZ C     -   247,430.      243,420.      MT  (+/- 180 meters Scaled)
 DU0678
 DU0678                          SUPERSEDED SURVEY CONTROL
 DU0678
 DU0678  NGVD 29 (??/??/92)  440.712  (m)         1445.90   (f) ADJ UNCH    1 2
 DU0678
 DU0678.Superseded values are not recommended for survey control.
 DU0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0678.See file dsdata.txt to determine how the superseded data were derived.
 DU0678
 DU0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB446770(NAD 83)
 DU0678_MARKER: DB = BENCH MARK DISK
 DU0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0678_SP_SET: CONCRETE POST
 DU0678_STAMPING: Q 364 1967
 DU0678_MARK LOGO: CGS   
 DU0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0678+STABILITY: SURFACE MOTION
 DU0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0678+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 DU0678
 DU0678  HISTORY     - Date     Condition        Report By
 DU0678  HISTORY     - 1967     MONUMENTED       CGS
 DU0678  HISTORY     - 19920111 GOOD             NGS
 DU0678  HISTORY     - 20060716 GOOD             USPSQD
 DU0678
 DU0678                          STATION DESCRIPTION
 DU0678
 DU0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0678'3.2 MI SE FROM QUEEN CREEK.
 DU0678'ABOUT 0.4 MILE SOUTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0678'SCHOOL AT QUEEN CREEK, THENCE 2.8 MILES SOUTHEAST ALONG THE SOUTHERN
 DU0678'PACIFIC RAILROAD, IN S 24, T 2 S, R 7 E, 3 1/2 FEET SOUTHEAST OF THE
 DU0678'1ST POLE NORTHWEST OF MILEPOST 941, 29 FEET SOUTHWEST OF THE SOUTHWEST
 DU0678'RAIL OF THE TRACKS, 159 FEET NORTHWEST OF THE CENTER OF A CROSSING OF
 DU0678'THE RAILROAD AND A ROAD, 1.8 FEET NORTHWEST OF A METAL WITNESS POST,
 DU0678'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 DU0678'CONCRETE POST PROJECTING 4 INCHES.
 DU0678
 DU0678                          STATION RECOVERY (1992)
 DU0678
 DU0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0678'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0678'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0678'THENCE 3.1 KM (1.90 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0678'RAILROAD, 30.8 M (101.0 FT) NORTHEAST OF AND LEVEL WITH THE
 DU0678'CENTERLINE OF RITTENHOUSE ROAD, 8.9 M (29.2 FT) SOUTHWEST OF THE NEAR
 DU0678'RAIL, 1.2 M (3.9 FT) SOUTHEAST OF UTILITY POLE NUMBER 28F (FIRST POLE
 DU0678'NORTHWEST OF MILEPOST 941), 0.4 NORTHWEST OF A WITNESS POST, AND THE
 DU0678'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DU0678
 DU0678                          STATION RECOVERY (2006)
 DU0678
 DU0678'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 DU0678'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0027 ***********************************************************************
 DV0027  DESIGNATION -  Q 365
 DV0027  PID         -  DV0027
 DV0027  STATE/COUNTY-  AZ/MARICOPA
 DV0027  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0027
 DV0027                         *CURRENT SURVEY CONTROL
 DV0027  ___________________________________________________________________
 DV0027* NAD 83(1986)-  33 34 03.     (N)    112 04 50.     (W)     SCALED    
 DV0027* NAVD 88     -       377.360  (meters)    1238.06   (feet)  ADJUSTED  
 DV0027  ___________________________________________________________________
 DV0027  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0027  DYNAMIC HT  -         376.925 (meters)    1236.63  (feet)  COMP
 DV0027  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DV0027
 DV0027  VERT ORDER  -  FIRST     CLASS II
 DV0027
 DV0027.The horizontal coordinates were scaled from a topographic map and have
 DV0027.an estimated accuracy of +/- 6 seconds.
 DV0027
 DV0027.The orthometric height was determined by differential leveling
 DV0027.and adjusted in June 1991.
 DV0027
 DV0027.The geoid height was determined by GEOID03.
 DV0027
 DV0027.The dynamic height is computed by dividing the NAVD 88
 DV0027.geopotential number by the normal gravity value computed on the
 DV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0027.degrees latitude (g = 980.6199 gals.).
 DV0027
 DV0027.The modeled gravity was interpolated from observed gravity values.
 DV0027
 DV0027;                    North         East    Units  Estimated Accuracy
 DV0027;SPC AZ C     -   284,700.      198,140.      MT  (+/- 180 meters Scaled)
 DV0027
 DV0027                          SUPERSEDED SURVEY CONTROL
 DV0027
 DV0027  NGVD 29 (??/??/92)  376.793  (m)         1236.19   (f) ADJ UNCH    1 2
 DV0027
 DV0027.Superseded values are not recommended for survey control.
 DV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0027.See file dsdata.txt to determine how the superseded data were derived.
 DV0027
 DV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC997147(NAD 83)
 DV0027_MARKER: DB = BENCH MARK DISK
 DV0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0027_SP_SET: BRIDGE
 DV0027_STAMPING: Q 365 1967
 DV0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0027
 DV0027  HISTORY     - Date     Condition        Report By
 DV0027  HISTORY     - 1967     MONUMENTED       CGS
 DV0027  HISTORY     - 1981     GOOD             NGS
 DV0027
 DV0027                          STATION DESCRIPTION
 DV0027
 DV0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0027'1.7 MI SW FROM SUNNYSLOPE.
 DV0027'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0027'SUNNYSLOPE, THENCE 1.1 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0027'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 31, T 3 N, R
 DV0027'3 E, 12 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 42 FEET
 DV0027'SOUTH OF THE CENTER LINE OF DUNLAP AVENUE, SET IN THE TOP OF THE
 DV0027'SOUTHEAST END OF THE WEST CONCRETE ABUTMENT OF THE DUNLAP AVENUE
 DV0027'BRIDGE OVER THE ARIZONA CANAL, 4.0 FEET SOUTH OF THE SOUTH CONCRETE
 DV0027'GUARD RAIL, AND ABOUT LEVEL WITH THE AVENUE.
 DV0027
 DV0027                          STATION RECOVERY (1981)
 DV0027
 DV0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0027'1.9 KM (1.2 MI) WEST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL FROM
 DV0027'THE CROSSING OF 7TH STREET AT SUNNYSLOPE, AT THE DUNLAP AVENUE BRIDGE
 DV0027'OVER THE CANAL, IN TOP OF THE SOUTHEAST END OF THE WEST ABUTMENT,
 DV0027'3.6 METERS (12 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTH LEVEE,
 DV0027'12.8 METERS (42 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 1.2 METERS
 DV0027'(4.0 FT) SOUTH OF THE SOUTH CONCRETE GUARD RAIL.
 DV0027'THE MARK IS ABOVE LEVEL WITH WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0080 ***********************************************************************
 DV0080  DESIGNATION -  Q 366
 DV0080  PID         -  DV0080
 DV0080  STATE/COUNTY-  AZ/MARICOPA
 DV0080  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0080
 DV0080                         *CURRENT SURVEY CONTROL
 DV0080  ___________________________________________________________________
 DV0080* NAD 83(2007)-  33 43 31.44193(N)    112 20 39.65105(W)     ADJUSTED  
 DV0080* NAVD 88     -       424.444  (meters)    1392.53   (feet)  ADJUSTED  
 DV0080  ___________________________________________________________________
 DV0080  EPOCH DATE  -        2007.00
 DV0080  X           -  -2,018,926.415 (meters)                     COMP
 DV0080  Y           -  -4,911,818.844 (meters)                     COMP
 DV0080  Z           -   3,521,373.672 (meters)                     COMP
 DV0080  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DV0080  ELLIP HEIGHT-         394.634 (meters)          (02/10/07) ADJUSTED
 DV0080  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0080  DYNAMIC HT  -         423.950 (meters)    1390.91  (feet)  COMP
 DV0080
 DV0080  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0080  Type    PID    Designation                      North   East  Ellip
 DV0080  -------------------------------------------------------------------
 DV0080  NETWORK DV0080 Q 366                             0.41   0.35   0.94
 DV0080  -------------------------------------------------------------------
 DV0080  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 DV0080
 DV0080  VERT ORDER  -  FIRST     CLASS II
 DV0080
 DV0080.The horizontal coordinates were established by GPS observations
 DV0080.and adjusted by the National Geodetic Survey in February 2007.
 DV0080
 DV0080.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0080.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0080.The horizontal coordinates are valid at the epoch date displayed above.
 DV0080.The epoch date for horizontal control is a decimal equivalence
 DV0080.of Year/Month/Day.
 DV0080
 DV0080.The orthometric height was determined by differential leveling
 DV0080.and adjusted in June 1991.
 DV0080
 DV0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0080
 DV0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0080
 DV0080.The ellipsoidal height was determined by GPS observations
 DV0080.and is referenced to NAD 83.
 DV0080
 DV0080.The geoid height was determined by GEOID03.
 DV0080
 DV0080.The dynamic height is computed by dividing the NAVD 88
 DV0080.geopotential number by the normal gravity value computed on the
 DV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0080.degrees latitude (g = 980.6199 gals.).
 DV0080
 DV0080.The modeled gravity was interpolated from observed gravity values.
 DV0080
 DV0080;                    North         East     Units Scale Factor Converg.
 DV0080;SPC AZ C     -   302,280.478   173,725.934   MT  0.99991936   -0 14 14.8
 DV0080;SPC AZ C     -   991,733.85    569,966.98   iFT  0.99991936   -0 14 14.8
 DV0080;UTM  12      - 3,732,520.968   375,449.952   MT  0.99979124   -0 44 47.4
 DV0080
 DV0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0080!SPC AZ C     -   0.99993805  x   0.99991936  =   0.99985742
 DV0080!UTM  12      -   0.99993805  x   0.99979124  =   0.99972930
 DV0080
 DV0080                          SUPERSEDED SURVEY CONTROL
 DV0080
 DV0080  NAD 83(1992)-  33 43 31.44117(N)    112 20 39.65043(W) AD(       ) A
 DV0080  ELLIP H (01/27/00)  394.661  (m)                       GP(       ) 1 1
 DV0080  NAVD 88 (01/27/00)  424.44   (m)         1392.5    (f) LEVELING    3  
 DV0080  NGVD 29 (??/??/92)  423.817  (m)         1390.47   (f) ADJ UNCH    1 2
 DV0080
 DV0080.Superseded values are not recommended for survey control.
 DV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0080.See file dsdata.txt to determine how the superseded data were derived.
 DV0080
 DV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7545032521(NAD 83)
 DV0080_MARKER: DB = BENCH MARK DISK
 DV0080_SETTING: 66 = SET IN ROCK OUTCROP
 DV0080_SP_SET: ROCK OUTCROP
 DV0080_STAMPING: Q 366 1967
 DV0080_MARK LOGO: CGS   
 DV0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0080+STABILITY: POSITION/ELEVATION WELL
 DV0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0080+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 DV0080
 DV0080  HISTORY     - Date     Condition        Report By
 DV0080  HISTORY     - 1967     MONUMENTED       CGS
 DV0080  HISTORY     - 1981     GOOD             NGS
 DV0080  HISTORY     - 19980929 GOOD             AZ-013
 DV0080  HISTORY     - 20000321 GOOD             MCDOT
 DV0080  HISTORY     - 20040606 GOOD             USPSQD
 DV0080  HISTORY     - 20071102 GOOD             GEOCAC
 DV0080  HISTORY     - 20080820 GOOD             SURPGS
 DV0080
 DV0080                          STATION DESCRIPTION
 DV0080
 DV0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0080'12.65 MI NW FROM EL MIRAGE.
 DV0080'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0080'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 5.05 MILES
 DV0080'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0080'BEARDSLEY CANAL, THENCE 0.1 MILE NORTH ALONG A TRAIL ROAD, THENCE 0.5
 DV0080'MILE WEST ALONG A DIRT ROAD, IN SECTION 34, T 5 N, R 1 W, 20 FEET
 DV0080'NORTHWEST OF THE MORE SOUTHEASTERLY FOOT OF A ROCK HILL, 0.1 MILE WEST
 DV0080'OF SECTION CORNER POST NUMBER 34-35, 198 FEET NORTH OF THE CENTER LINE
 DV0080'OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 2 1/2
 DV0080'FEET ON THE SOUTHWEST SIDE, 6.3 FEET WEST OF A METAL WITNESS POST, AND
 DV0080'ABOUT 25 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0080
 DV0080                          STATION RECOVERY (1981)
 DV0080
 DV0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0080'RECOVERED IN GOOD CONDITION.
 DV0080
 DV0080                          STATION RECOVERY (1998)
 DV0080
 DV0080'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV0080'RECOVERED AS DESCRIBED.
 DV0080
 DV0080                          STATION RECOVERY (2000)
 DV0080
 DV0080'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0080'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM) EAST OF THE CITY OF
 DV0080'SURPRISE, TOWNSHIP 5 NORTH, RANGE 1 WEST, SECTION 34
 DV0080'OWNERSHIP - STATE LAND
 DV0080'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE (US-60) AND
 DV0080'THE ESTRELLA FREEWAY (SR-303) , DRIVE NORTHWEST ON US-60 1.0 MI (1.6
 DV0080'KM) TO 163RD AVENUE, THENCE TURN RIGHT (NORTH) ONTO 163RD AVENUE AND
 DV0080'DRIVE 2.8 MI (4.5 KM) TO JOMAX ROAD, THENCE TURN RIGHT (WEST) ONTO
 DV0080'JOMAX ROAD AND DRIVE 4.2 MI (6.8 KM) TO THE STATION 198 FT (60.4 M)
 DV0080'LEFT (NORTH) OF CENTERLINE OF ROAD ON SOUTHEAST EDGE OF SMALL ROCKY
 DV0080'MOUNTAIN
 DV0080'MONUMENT DESCRIPTION - AS PREVIOUSLY DESCRIBED
 DV0080'STATION TIES -
 DV0080'6.3 FT (1.9 M) WEST OF A METAL WITNESS POST
 DV0080'20 FT (6.1 M) NORTHWEST OF THE SOUTHEASTERLY FOOT OF A ROCK HILL
 DV0080'198 FT (60.4 M) NORTH OF THE CENTERLINE OF JOMAX ROAD
 DV0080'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DV0080'VISIT-WWW.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DV0080
 DV0080                          STATION RECOVERY (2004)
 DV0080
 DV0080'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV0080'RECOVERED AS DESCRIBED, GOOD CONDITION
 DV0080
 DV0080                          STATION RECOVERY (2007)
 DV0080
 DV0080'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0080'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0080'THE DESCRIPTION - THE WITNESS POST WAS NOT FOUND.
 DV0080
 DV0080                          STATION RECOVERY (2008)
 DV0080
 DV0080'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2008 (BSF)
 DV0080'THE 2000 MCDOT DESCRIPTION ABOVE IS STILL VALID ACCESS, BUT 1.5 MI
 DV0080'(2.4 KM) OF JOMAX ROAD IS OVER VERY ROUGH DIRT ROAD.  THE FOLLOWING
 DV0080'DESCRIPTION IS SLIGHTLY LONGER, BUT IS OVER PAVED STREETS, AND IS
 DV0080'FASTER.
 DV0080'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE (US-60) AND
 DV0080'BELL ROAD, DRIVE NORTHWEST ON GRAND (US-60) 4.2 MI (6.8 KM) TO THE
 DV0080'ESTRELLA FREEWAY (SR-303) FRONTAGE ROAD. TURN LEFT (SOUTHWEST) ONTO
 DV0080'THE FRONTAGE ROAD AND DRIVE 0.4 MI (0.6 KM) TO THE ESTRELLA FREEWAY
 DV0080'(SR-303).  TURN RIGHT (NORTHEAST) AND DRIVE 6.8 MI (10.9 KM) TO THE
 DV0080'END OF THE FREEWAY, AND THE INTERSECTION OF HAPPY VALLEY ROAD.
 DV0080'TURN LEFT (WEST) ALONG HAPPY VALLEY ROAD WHICH CURVES TO THE RIGHT
 DV0080'(NORTH) AND BECOMES VISTANCIA BOULEVARD 0.4 MI (0.6 KM) TO A 'T'
 DV0080'INTERSECTION OF HAPPY VALLEY ROAD. TURN LEFT (WEST) ONTO HAPPY VALLEY
 DV0080'ROAD AND HEAD WESTERLY 1.6 MI (2.6 KM) TO DYSART ROAD.  TURN RIGHT
 DV0080'(NORTH) AND DRIVE 1.0 MI (1.6 KM) TO JOMAX ROAD. TURN LEFT (WEST) AND
 DV0080'DRIVE 400 FEET (120 METERS) TO THE STATION ON THE RIGHT (NORTH).
 DV0080'STATION IS 110 FEET (33.5 METERS) NORTH OF AN EAST-WEST OVERHEAD POWER
 DV0080'LINE, AND IS AS DESCRIBED ABOVE.
 DV0080' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0288 ***********************************************************************
 FR0288  DESIGNATION -  Q 385
 FR0288  PID         -  FR0288
 FR0288  STATE/COUNTY-  AZ/COCONINO
 FR0288  USGS QUAD   -  TRINITY MTN (1981)
 FR0288
 FR0288                         *CURRENT SURVEY CONTROL
 FR0288  ___________________________________________________________________
 FR0288* NAD 83(1986)-  35 23 56.     (N)    112 50 01.     (W)     SCALED    
 FR0288* NAVD 88     -      1644.594  (meters)    5395.64   (feet)  POSTED    
 FR0288  ___________________________________________________________________
 FR0288  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 FR0288  DYNAMIC HT  -        1642.370 (meters)    5388.34  (feet)  COMP
 FR0288  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 FR0288
 FR0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0288
 FR0288.The horizontal coordinates were scaled from a topographic map and have
 FR0288.an estimated accuracy of +/- 6 seconds.
 FR0288
 FR0288.The orthometric height was determined by differential leveling
 FR0288.and adjusted by the  in 1992.
 FR0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0288.rate of 0.0 thru 1.0 mm/km.
 FR0288
 FR0288.The geoid height was determined by GEOID03.
 FR0288
 FR0288.The dynamic height is computed by dividing the NAVD 88
 FR0288.geopotential number by the normal gravity value computed on the
 FR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0288.degrees latitude (g = 980.6199 gals.).
 FR0288
 FR0288.The modeled gravity was interpolated from observed gravity values.
 FR0288
 FR0288;                    North         East    Units  Estimated Accuracy
 FR0288;SPC AZ C     -   488,210.      130,070.      MT  (+/- 180 meters Scaled)
 FR0288
 FR0288                          SUPERSEDED SURVEY CONTROL
 FR0288
 FR0288  NGVD 29 (??/??/92) 1643.643  (m)         5392.52   (f) ADJ UNCH    2 0
 FR0288
 FR0288.Superseded values are not recommended for survey control.
 FR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0288.See file dsdata.txt to determine how the superseded data were derived.
 FR0288
 FR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE334188(NAD 83)
 FR0288_MARKER: DB = BENCH MARK DISK
 FR0288_SETTING: 80 = SET IN A BOULDER
 FR0288_SP_SET: BOULDER
 FR0288_STAMPING: Q 385 1968
 FR0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0288+STABILITY: SURFACE MOTION
 FR0288
 FR0288  HISTORY     - Date     Condition        Report By
 FR0288  HISTORY     - 1968     MONUMENTED       CGS
 FR0288
 FR0288                          STATION DESCRIPTION
 FR0288
 FR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0288'7.05 MI NE FROM SELIGMAN.
 FR0288'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0288'THE STATION AT SELIGMAN, THENCE 6.0 MILES NORTH ALONG A DIRT ROAD,
 FR0288'0.15 MILE NORTH OF THE CROSSING OF A WASH, ON THE SOUTH SLOPE OF A
 FR0288'ROCK AND TREE COVERED SLOPE, AT A GRADE, IN THE TOP OF A GRAY BOULDER
 FR0288'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 78 1/2 FEET EAST OF THE
 FR0288'CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A WITNESS POST, AND ABOUT 1
 FR0288'1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0307 ***********************************************************************
 FR0307  DESIGNATION -  Q 386
 FR0307  PID         -  FR0307
 FR0307  STATE/COUNTY-  AZ/COCONINO
 FR0307  USGS QUAD   -  RHODES CANYON (1981)
 FR0307
 FR0307                         *CURRENT SURVEY CONTROL
 FR0307  ___________________________________________________________________
 FR0307* NAD 83(1986)-  35 34 34.     (N)    112 52 54.     (W)     SCALED    
 FR0307* NAVD 88     -      1816.637  (meters)    5960.08   (feet)  POSTED    
 FR0307  ___________________________________________________________________
 FR0307  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 FR0307  DYNAMIC HT  -        1814.200 (meters)    5952.09  (feet)  COMP
 FR0307  MODELED GRAV-     979,226.1   (mgal)                       NAVD 88
 FR0307
 FR0307  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0307
 FR0307.The horizontal coordinates were scaled from a topographic map and have
 FR0307.an estimated accuracy of +/- 6 seconds.
 FR0307
 FR0307.The orthometric height was determined by differential leveling
 FR0307.and adjusted by the  in 1992.
 FR0307.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0307.rate of 0.0 thru 1.0 mm/km.
 FR0307
 FR0307.The geoid height was determined by GEOID03.
 FR0307
 FR0307.The dynamic height is computed by dividing the NAVD 88
 FR0307.geopotential number by the normal gravity value computed on the
 FR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0307.degrees latitude (g = 980.6199 gals.).
 FR0307
 FR0307.The modeled gravity was interpolated from observed gravity values.
 FR0307
 FR0307;                    North         East    Units  Estimated Accuracy
 FR0307;SPC AZ C     -   507,910.      125,900.      MT  (+/- 180 meters Scaled)
 FR0307
 FR0307                          SUPERSEDED SURVEY CONTROL
 FR0307
 FR0307  NGVD 29 (??/??/92) 1815.698  (m)         5957.00   (f) ADJ UNCH    2 0
 FR0307
 FR0307.Superseded values are not recommended for survey control.
 FR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0307.See file dsdata.txt to determine how the superseded data were derived.
 FR0307
 FR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE294385(NAD 83)
 FR0307_MARKER: DB = BENCH MARK DISK
 FR0307_SETTING: 66 = SET IN ROCK OUTCROP
 FR0307_SP_SET: LAVA OUTCROP
 FR0307_STAMPING: Q 386 1968
 FR0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0307+STABILITY: POSITION/ELEVATION WELL
 FR0307
 FR0307  HISTORY     - Date     Condition        Report By
 FR0307  HISTORY     - 1968     MONUMENTED       CGS
 FR0307
 FR0307                          STATION DESCRIPTION
 FR0307
 FR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0307'20.6 MI N FROM SELIGMAN.
 FR0307'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0307'THE STATION AT SELIGMAN, THENCE 19.55 MILES NORTH ALONG A DIRT ROAD,
 FR0307'0.55 MILE SOUTH OF A METAL GATE, IN THE TOP OF A LAVA OUTCROP WHICH
 FR0307'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 107 FEET WEST OF THE CENTER
 FR0307'LINE OF THE ROAD, 190 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A
 FR0307'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0054 ***********************************************************************
 FR0054  DESIGNATION -  Q 387
 FR0054  PID         -  FR0054
 FR0054  STATE/COUNTY-  AZ/COCONINO
 FR0054  USGS QUAD   -  MARKHAM DAM (1980)
 FR0054
 FR0054                         *CURRENT SURVEY CONTROL
 FR0054  ___________________________________________________________________
 FR0054* NAD 83(1986)-  35 44 01.     (N)    112 25 55.     (W)     SCALED    
 FR0054* NAVD 88     -      1713.764  (meters)    5622.57   (feet)  POSTED    
 FR0054  ___________________________________________________________________
 FR0054  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FR0054  DYNAMIC HT  -        1711.560 (meters)    5615.34  (feet)  COMP
 FR0054  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 FR0054
 FR0054  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0054
 FR0054.The horizontal coordinates were scaled from a topographic map and have
 FR0054.an estimated accuracy of +/- 6 seconds.
 FR0054
 FR0054.The orthometric height was determined by differential leveling
 FR0054.and adjusted by the  in 1992.
 FR0054.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0054.rate of 0.0 thru 1.0 mm/km.
 FR0054
 FR0054.The geoid height was determined by GEOID03.
 FR0054
 FR0054.The dynamic height is computed by dividing the NAVD 88
 FR0054.geopotential number by the normal gravity value computed on the
 FR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0054.degrees latitude (g = 980.6199 gals.).
 FR0054
 FR0054.The modeled gravity was interpolated from observed gravity values.
 FR0054
 FR0054;                    North         East    Units  Estimated Accuracy
 FR0054;SPC AZ C     -   525,080.      166,750.      MT  (+/- 180 meters Scaled)
 FR0054
 FR0054                          SUPERSEDED SURVEY CONTROL
 FR0054
 FR0054  NGVD 29 (??/??/92) 1712.930  (m)         5619.84   (f) ADJ UNCH    2 0
 FR0054
 FR0054.Superseded values are not recommended for survey control.
 FR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0054.See file dsdata.txt to determine how the superseded data were derived.
 FR0054
 FR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE705553(NAD 83)
 FR0054_MARKER: DB = BENCH MARK DISK
 FR0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0054_SP_SET: FOUNDATION
 FR0054_STAMPING: Q 387 1968
 FR0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0054
 FR0054  HISTORY     - Date     Condition        Report By
 FR0054  HISTORY     - 1968     MONUMENTED       CGS
 FR0054
 FR0054                          STATION DESCRIPTION
 FR0054
 FR0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0054'10.45 MI W FROM WILLAHA.
 FR0054'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0054'THE SIDING SIGN AT WILLAHA, THENCE 9.65 MILES WEST ALONG A STEEL TOWER
 FR0054'POWER LINE, IN THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTHWEST
 FR0054'STEEL LEG OF TOWER 791, 3 TOWERS WEST OF BENCH MARK P 387, 56 FEET
 FR0054'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0054'AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0327 ***********************************************************************
 FR0327  DESIGNATION -  Q 388
 FR0327  PID         -  FR0327
 FR0327  STATE/COUNTY-  AZ/COCONINO
 FR0327  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0327
 FR0327                         *CURRENT SURVEY CONTROL
 FR0327  ___________________________________________________________________
 FR0327* NAD 83(1986)-  35 41 04.     (N)    112 46 03.     (W)     SCALED    
 FR0327* NAVD 88     -      1873.287  (meters)    6145.94   (feet)  POSTED    
 FR0327  ___________________________________________________________________
 FR0327  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FR0327  DYNAMIC HT  -        1870.830 (meters)    6137.88  (feet)  COMP
 FR0327  MODELED GRAV-     979,253.1   (mgal)                       NAVD 88
 FR0327
 FR0327  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0327
 FR0327.The horizontal coordinates were scaled from a topographic map and have
 FR0327.an estimated accuracy of +/- 6 seconds.
 FR0327
 FR0327.The orthometric height was determined by differential leveling
 FR0327.and adjusted by the  in 1992.
 FR0327.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0327.rate of 0.0 thru 1.0 mm/km.
 FR0327
 FR0327.The geoid height was determined by GEOID03.
 FR0327
 FR0327.The dynamic height is computed by dividing the NAVD 88
 FR0327.geopotential number by the normal gravity value computed on the
 FR0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0327.degrees latitude (g = 980.6199 gals.).
 FR0327
 FR0327.The modeled gravity was interpolated from observed gravity values.
 FR0327
 FR0327;                    North         East    Units  Estimated Accuracy
 FR0327;SPC AZ C     -   519,840.      136,350.      MT  (+/- 180 meters Scaled)
 FR0327
 FR0327                          SUPERSEDED SURVEY CONTROL
 FR0327
 FR0327  NGVD 29 (??/??/92) 1872.408  (m)         6143.06   (f) ADJ UNCH    2 0
 FR0327
 FR0327.Superseded values are not recommended for survey control.
 FR0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0327.See file dsdata.txt to determine how the superseded data were derived.
 FR0327
 FR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE400503(NAD 83)
 FR0327_MARKER: DB = BENCH MARK DISK
 FR0327_SETTING: 80 = SET IN A BOULDER
 FR0327_SP_SET: BOULDER
 FR0327_STAMPING: Q 388 1968
 FR0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0327+STABILITY: SURFACE MOTION
 FR0327
 FR0327  HISTORY     - Date     Condition        Report By
 FR0327  HISTORY     - 1968     MONUMENTED       CGS
 FR0327
 FR0327                          STATION DESCRIPTION
 FR0327
 FR0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0327'30.15 MI W FROM WILLAHA.
 FR0327'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0327'THE SIDING SIGN AT WILLAHA, THENCE 29.35 MILES WEST ALONG A STEEL
 FR0327'TOWER POWER LINE, 35.0 MILES NORTH OF SELIGMAN, 0.3 MILE EAST AND
 FR0327'ACROSS A CANYON FROM BENCH MARK C 387, 0.1 MILE WEST OF TOWER 852, IN
 FR0327'THE TOP AND ALONG THE NORTH EDGE OF A 10- BY 18- FOOT BOULDER
 FR0327'PROJECTING ABOUT 4 1/2 FEET ABOVE THE GROUND, 11 1/2 FEET SOUTH OF THE
 FR0327'CENTER LINE OF A ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0814 ***********************************************************************
 FR0814  DESIGNATION -  Q 389
 FR0814  PID         -  FR0814
 FR0814  STATE/COUNTY-  AZ/COCONINO
 FR0814  USGS QUAD   -  SUPAI CAMP (1981)
 FR0814
 FR0814                         *CURRENT SURVEY CONTROL
 FR0814  ___________________________________________________________________
 FR0814* NAD 83(1986)-  35 59 50.     (N)    112 47 45.     (W)     SCALED    
 FR0814* NAVD 88     -      1803.401  (meters)    5916.66   (feet)  POSTED    
 FR0814  ___________________________________________________________________
 FR0814  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FR0814  DYNAMIC HT  -        1801.100 (meters)    5909.11  (feet)  COMP
 FR0814  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 FR0814
 FR0814  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0814
 FR0814.The horizontal coordinates were scaled from a topographic map and have
 FR0814.an estimated accuracy of +/- 6 seconds.
 FR0814
 FR0814.The orthometric height was determined by differential leveling
 FR0814.and adjusted by the  in 1992.
 FR0814.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0814.was located on a no-check spur therefore a value was not computed.
 FR0814.No vertical observational check was made to the station.
 FR0814
 FR0814.The geoid height was determined by GEOID03.
 FR0814
 FR0814.The dynamic height is computed by dividing the NAVD 88
 FR0814.geopotential number by the normal gravity value computed on the
 FR0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0814.degrees latitude (g = 980.6199 gals.).
 FR0814
 FR0814.The modeled gravity was interpolated from observed gravity values.
 FR0814
 FR0814;                    North         East    Units  Estimated Accuracy
 FR0814;SPC AZ C     -   554,560.      134,100.      MT  (+/- 180 meters Scaled)
 FR0814
 FR0814                          SUPERSEDED SURVEY CONTROL
 FR0814
 FR0814  NGVD 29 (??/??/92) 1802.512  (m)         5913.74   (f) ADJ UNCH    2 0
 FR0814
 FR0814.Superseded values are not recommended for survey control.
 FR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0814.See file dsdata.txt to determine how the superseded data were derived.
 FR0814
 FR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE381851(NAD 83)
 FR0814_MARKER: DB = BENCH MARK DISK
 FR0814_SETTING: 66 = SET IN ROCK OUTCROP
 FR0814_SP_SET: OUTCROP
 FR0814_STAMPING: Q 389 1968
 FR0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0814+STABILITY: POSITION/ELEVATION WELL
 FR0814
 FR0814  HISTORY     - Date     Condition        Report By
 FR0814  HISTORY     - 1968     MONUMENTED       CGS
 FR0814
 FR0814                          STATION DESCRIPTION
 FR0814
 FR0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0814'54.25 MI NE FROM PEACH SPRINGS.
 FR0814'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0814'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0814'ROAD, THENCE 1.3 MILES SOUTH ALONG A TRACK ROAD, IN THE TOP OF AN
 FR0814'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 58 FEET WEST
 FR0814'OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS POST, AND
 FR0814'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0364 ***********************************************************************
 DT0364  DESIGNATION -  Q 39
 DT0364  PID         -  DT0364
 DT0364  STATE/COUNTY-  AZ/GREENLEE
 DT0364  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0364
 DT0364                         *CURRENT SURVEY CONTROL
 DT0364  ___________________________________________________________________
 DT0364* NAD 83(1986)-  33 03 15.     (N)    109 05 01.     (W)     SCALED    
 DT0364* NAVD 88     -      1919.525  (meters)    6297.64   (feet)  ADJUSTED  
 DT0364  ___________________________________________________________________
 DT0364  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DT0364  DYNAMIC HT  -        1916.545 (meters)    6287.86  (feet)  COMP
 DT0364  MODELED GRAV-     979,016.3   (mgal)                       NAVD 88
 DT0364
 DT0364  VERT ORDER  -  SECOND    CLASS 0
 DT0364
 DT0364.The horizontal coordinates were scaled from a topographic map and have
 DT0364.an estimated accuracy of +/- 6 seconds.
 DT0364
 DT0364.The orthometric height was determined by differential leveling
 DT0364.and adjusted in June 1991.
 DT0364
 DT0364.The geoid height was determined by GEOID03.
 DT0364
 DT0364.The dynamic height is computed by dividing the NAVD 88
 DT0364.geopotential number by the normal gravity value computed on the
 DT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0364.degrees latitude (g = 980.6199 gals.).
 DT0364
 DT0364.The modeled gravity was interpolated from observed gravity values.
 DT0364
 DT0364;                    North         East    Units  Estimated Accuracy
 DT0364;SPC AZ E     -   228,280.      314,510.      MT  (+/- 180 meters Scaled)
 DT0364
 DT0364                          SUPERSEDED SURVEY CONTROL
 DT0364
 DT0364  NGVD 29 (??/??/92) 1918.640  (m)         6294.74   (f) ADJ UNCH    2 0
 DT0364
 DT0364.Superseded values are not recommended for survey control.
 DT0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0364.See file dsdata.txt to determine how the superseded data were derived.
 DT0364
 DT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB789589(NAD 83)
 DT0364_MARKER: DB = BENCH MARK DISK
 DT0364_SETTING: 66 = SET IN ROCK OUTCROP
 DT0364_SP_SET: ROCK CLIFF
 DT0364_STAMPING: Q 39 1934
 DT0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0364+STABILITY: POSITION/ELEVATION WELL
 DT0364
 DT0364  HISTORY     - Date     Condition        Report By
 DT0364  HISTORY     - 1934     MONUMENTED       CGS
 DT0364
 DT0364                          STATION DESCRIPTION
 DT0364
 DT0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0364'12.4 MI W FROM MULE CREEK, NM.
 DT0364'ON STATE HWY. NO. 78, 5.8 MILES WEST OF ARIZONA NEW MEXICO STATE LINE,
 DT0364'0.7 MILE EAST OF TUNNEL ON ROAD, KNOWN AS NEEDLES EYE, 50 FT. SOUTH OF
 DT0364'CENTER LINE OF HWY. AND ON EAST SIDE OF ROCKY CLIFF BORDERING A NARROW
 DT0364'CANYON LEADING INTO THE LARGE MAIN CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0538 ***********************************************************************
 FR0538  DESIGNATION -  Q 391
 FR0538  PID         -  FR0538
 FR0538  STATE/COUNTY-  AZ/MOHAVE
 FR0538  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0538
 FR0538                         *CURRENT SURVEY CONTROL
 FR0538  ___________________________________________________________________
 FR0538* NAD 83(1986)-  35 12 03.     (N)    113 55 30.     (W)     SCALED    
 FR0538* NAVD 88     -      1181.937  (meters)    3877.74   (feet)  POSTED    
 FR0538  ___________________________________________________________________
 FR0538  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FR0538  DYNAMIC HT  -        1180.510 (meters)    3873.06  (feet)  COMP
 FR0538  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 FR0538
 FR0538  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0538
 FR0538.The horizontal coordinates were scaled from a topographic map and have
 FR0538.an estimated accuracy of +/- 6 seconds.
 FR0538
 FR0538.The orthometric height was determined by differential leveling
 FR0538.and adjusted by the  in 1992.
 FR0538.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0538.rate of 0.0 thru 1.0 mm/km.
 FR0538
 FR0538.The geoid height was determined by GEOID03.
 FR0538
 FR0538.The dynamic height is computed by dividing the NAVD 88
 FR0538.geopotential number by the normal gravity value computed on the
 FR0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0538.degrees latitude (g = 980.6199 gals.).
 FR0538
 FR0538.The modeled gravity was interpolated from observed gravity values.
 FR0538
 FR0538;                    North         East    Units  Estimated Accuracy
 FR0538;SPC AZ W     -   465,880.      197,430.      MT  (+/- 180 meters Scaled)
 FR0538
 FR0538                          SUPERSEDED SURVEY CONTROL
 FR0538
 FR0538  NGVD 29 (??/??/92) 1181.116  (m)         3875.04   (f) ADJ UNCH    2 0
 FR0538
 FR0538.Superseded values are not recommended for survey control.
 FR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0538.See file dsdata.txt to determine how the superseded data were derived.
 FR0538
 FR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD337992(NAD 83)
 FR0538_MARKER: DB = BENCH MARK DISK
 FR0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0538_STAMPING: Q 391 1962
 FR0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0538+STABILITY: SURFACE MOTION
 FR0538
 FR0538  HISTORY     - Date     Condition        Report By
 FR0538  HISTORY     - 1962     MONUMENTED       CGS
 FR0538  HISTORY     - 1970     GOOD             USGS
 FR0538
 FR0538                          STATION DESCRIPTION
 FR0538
 FR0538'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0538'5.9 MI E FROM KINGMAN.
 FR0538'5.9 MILES EAST OF ALONG FORMER US 93 HIGHWAY FROM THE HIGHWAY
 FR0538'INTERCHANGE OF US 66 AND Y-40 WHICH IS 3.4 MILES NORTHEAST OF CENTER
 FR0538'OF KINGMAN LAKE, I-40 EAST 5.6 MILES EAST TO INTERCHANGE AT
 FR0538'RATTLESNAKE HILL, INTERCHANGE OF I-40 AND FORMER US 93 HIGHWAYS, TAKE
 FR0538'NORTH FRONTAGE ROAD TO WEST (OLD US 93) FOR 1 MILE TO BM WHICH IS 34
 FR0538'FEET SOUTH OF ROAD, 260 FEET WEST OF POWER LINE CROSSING, AND SET IN A
 FR0538'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0424 ***********************************************************************
 FR0424  DESIGNATION -  Q 392
 FR0424  PID         -  FR0424
 FR0424  STATE/COUNTY-  AZ/MOHAVE
 FR0424  USGS QUAD   -  BULL SPRING (1980)
 FR0424
 FR0424                         *CURRENT SURVEY CONTROL
 FR0424  ___________________________________________________________________
 FR0424* NAD 83(1986)-  35 11 30.     (N)    113 25 42.     (W)     SCALED    
 FR0424* NAVD 88     -      1471.961  (meters)    4829.26   (feet)  POSTED    
 FR0424  ___________________________________________________________________
 FR0424  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FR0424  DYNAMIC HT  -        1470.040 (meters)    4822.96  (feet)  COMP
 FR0424  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 FR0424
 FR0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0424
 FR0424.The horizontal coordinates were scaled from a topographic map and have
 FR0424.an estimated accuracy of +/- 6 seconds.
 FR0424
 FR0424.The orthometric height was determined by differential leveling
 FR0424.and adjusted by the  in 1992.
 FR0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0424.rate of 0.0 thru 1.0 mm/km.
 FR0424
 FR0424.The geoid height was determined by GEOID03.
 FR0424
 FR0424.The dynamic height is computed by dividing the NAVD 88
 FR0424.geopotential number by the normal gravity value computed on the
 FR0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0424.degrees latitude (g = 980.6199 gals.).
 FR0424
 FR0424.The modeled gravity was interpolated from observed gravity values.
 FR0424
 FR0424;                    North         East    Units  Estimated Accuracy
 FR0424;SPC AZ W     -   464,900.      242,650.      MT  (+/- 180 meters Scaled)
 FR0424
 FR0424                          SUPERSEDED SURVEY CONTROL
 FR0424
 FR0424  NGVD 29 (??/??/92) 1471.074  (m)         4826.35   (f) ADJ UNCH    2 0
 FR0424
 FR0424.Superseded values are not recommended for survey control.
 FR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0424.See file dsdata.txt to determine how the superseded data were derived.
 FR0424
 FR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD789970(NAD 83)
 FR0424_MARKER: DB = BENCH MARK DISK
 FR0424_SETTING: 66 = SET IN ROCK OUTCROP
 FR0424_SP_SET: ROCK OUTCROP
 FR0424_STAMPING: Q 392 1962
 FR0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0424+STABILITY: POSITION/ELEVATION WELL
 FR0424
 FR0424  HISTORY     - Date     Condition        Report By
 FR0424  HISTORY     - 1962     MONUMENTED       CGS
 FR0424  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0424
 FR0424                          STATION DESCRIPTION
 FR0424
 FR0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0424'45.0 MI NE FROM KINGMAN.
 FR0424'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0424'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0424'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0424'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE ABOUT 13.10
 FR0424'MILE EAST ALONG THE DIRT ROAD TO THE CROSSING OF A LARGE WASH AND A
 FR0424'RANCH HOUSE ABOUT 0.5 MILE TO THE LEFT, CONTINUE EAST ALONG THE DIRT
 FR0424'ROAD 0.8 MILE TO THE JUNCTION OF A TRACK ROAD SOUTHWEST, THENCE 0.55
 FR0424'MILE SOUTHWEST ALONG THE TRACK ROAD TO A FORK IN THE ROAD, TAKE THE
 FR0424'LEFT FORK AND GO 0.15 MILE TO A PIPE LINE, THENCE ABOUT 0.9 MILE EAST
 FR0424'ALONG THE PIPE LINE, 145 FEET SOUTH OF THE CENTER OF THE PIPE LINE
 FR0424'ROAD, 67.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0424'2 BY 2 FOOT ROCK OUTCROP PROJECTING 0.5 FOOT.
 FR0424
 FR0424                          STATION RECOVERY (1975)
 FR0424
 FR0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0470 ***********************************************************************
 FR0470  DESIGNATION -  Q 393
 FR0470  PID         -  FR0470
 FR0470  STATE/COUNTY-  AZ/YAVAPAI
 FR0470  USGS QUAD   -  YAMPAI SE (1981)
 FR0470
 FR0470                         *CURRENT SURVEY CONTROL
 FR0470  ___________________________________________________________________
 FR0470* NAD 83(1986)-  35 17 28.     (N)    113 02 46.     (W)     SCALED    
 FR0470* NAVD 88     -      1683.425  (meters)    5523.04   (feet)  POSTED    
 FR0470  ___________________________________________________________________
 FR0470  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 FR0470  DYNAMIC HT  -        1681.170 (meters)    5515.64  (feet)  COMP
 FR0470  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 FR0470
 FR0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0470
 FR0470.The horizontal coordinates were scaled from a topographic map and have
 FR0470.an estimated accuracy of +/- 6 seconds.
 FR0470
 FR0470.The orthometric height was determined by differential leveling
 FR0470.and adjusted by the  in 1992.
 FR0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0470.rate of 0.0 thru 1.0 mm/km.
 FR0470
 FR0470.The geoid height was determined by GEOID03.
 FR0470
 FR0470.The dynamic height is computed by dividing the NAVD 88
 FR0470.geopotential number by the normal gravity value computed on the
 FR0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0470.degrees latitude (g = 980.6199 gals.).
 FR0470
 FR0470.The modeled gravity was interpolated from observed gravity values.
 FR0470
 FR0470;                    North         East    Units  Estimated Accuracy
 FR0470;SPC AZ C     -   476,450.      110,630.      MT  (+/- 180 meters Scaled)
 FR0470
 FR0470                          SUPERSEDED SURVEY CONTROL
 FR0470
 FR0470  NGVD 29 (??/??/92) 1682.494  (m)         5519.98   (f) ADJ UNCH    2 0
 FR0470
 FR0470.Superseded values are not recommended for survey control.
 FR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0470.See file dsdata.txt to determine how the superseded data were derived.
 FR0470
 FR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE139072(NAD 83)
 FR0470_MARKER: DB = BENCH MARK DISK
 FR0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0470_STAMPING: Q 393 1962
 FR0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0470+STABILITY: SURFACE MOTION
 FR0470
 FR0470  HISTORY     - Date     Condition        Report By
 FR0470  HISTORY     - 1962     MONUMENTED       CGS
 FR0470  HISTORY     - 1975     GOOD             USGS
 FR0470
 FR0470                          STATION DESCRIPTION
 FR0470
 FR0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0470'10.85 MI W FROM SELIGMAN.
 FR0470'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0470'ITS STATION AT SELIGMAN, THENCE 7.85 MILES WEST ALONG A GRAVEL ROAD,
 FR0470'THENCE ABOUT 0.05 MILES WEST ALONG A PIPE LINE, 40 FEET SOUTH OF THE
 FR0470'PIPE LINE, 13.5 FEET NORTHWEST OF A TRIANGLE BLAZED TREE, 4.6 FEET
 FR0470'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 FR0470'OF THE PIPE LINE, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 FR0470'INCHES.
 FR0470
 FR0470                          STATION RECOVERY (1975)
 FR0470
 FR0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0470'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0470'ITS STATION AT SELIGMAN, THENCE 7.85 MILES WEST ALONG A GRAVEL ROAD,
 FR0470'185 FEET SOUTH OF THE ROAD, 40 FEET SOUTH OF THE PIPELINE, ABOUT
 FR0470'LEVEL WITH THE PIPELINE, 4.6 FEET NNW OF A METAL WITNESS POST, IN A
 FR0470'CONCRETE POST ABOUT 0.5 FOOT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0709 ***********************************************************************
 DW0709  DESIGNATION -  Q 394
 DW0709  PID         -  DW0709
 DW0709  STATE/COUNTY-  AZ/LA PAZ
 DW0709  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0709
 DW0709                         *CURRENT SURVEY CONTROL
 DW0709  ___________________________________________________________________
 DW0709* NAD 83(1986)-  33 37 10.     (N)    114 26 56.     (W)     SCALED    
 DW0709* NAVD 88     -       173.387  (meters)     568.85   (feet)  ADJUSTED  
 DW0709  ___________________________________________________________________
 DW0709  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DW0709  DYNAMIC HT  -         173.196 (meters)     568.23  (feet)  COMP
 DW0709  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 DW0709
 DW0709  VERT ORDER  -  FIRST     CLASS II
 DW0709
 DW0709.The horizontal coordinates were scaled from a topographic map and have
 DW0709.an estimated accuracy of +/- 6 seconds.
 DW0709
 DW0709.The orthometric height was determined by differential leveling
 DW0709.and adjusted in June 1991.
 DW0709
 DW0709.The geoid height was determined by GEOID03.
 DW0709
 DW0709.The dynamic height is computed by dividing the NAVD 88
 DW0709.geopotential number by the normal gravity value computed on the
 DW0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0709.degrees latitude (g = 980.6199 gals.).
 DW0709
 DW0709.The modeled gravity was interpolated from observed gravity values.
 DW0709
 DW0709;                    North         East    Units  Estimated Accuracy
 DW0709;SPC AZ W     -   290,680.      148,510.      MT  (+/- 180 meters Scaled)
 DW0709
 DW0709                          SUPERSEDED SURVEY CONTROL
 DW0709
 DW0709  NGVD 29 (??/??/??)  172.717  (m)          566.66   (f) ADJUSTED    1 2
 DW0709
 DW0709.Superseded values are not recommended for survey control.
 DW0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0709.See file dsdata.txt to determine how the superseded data were derived.
 DW0709
 DW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT366228(NAD 83)
 DW0709_MARKER: DB = BENCH MARK DISK
 DW0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0709_STAMPING: Q 394 1962
 DW0709_MARK LOGO: CGS   
 DW0709_PROJECTION: PROJECTING 4 CENTIMETERS
 DW0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0709+STABILITY: SURFACE MOTION
 DW0709
 DW0709  HISTORY     - Date     Condition        Report By
 DW0709  HISTORY     - 1962     MONUMENTED       CGS
 DW0709  HISTORY     - 1971     GOOD             USGS
 DW0709  HISTORY     - 1981     GOOD             NGS
 DW0709
 DW0709                          STATION DESCRIPTION
 DW0709
 DW0709'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DW0709'4.9 MI E FROM EHRENBERG.
 DW0709'4.9 MILES EAST OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER.
 DW0709'4.9 MILES EAST ALONG INTERSTATE HIGHWAY 10 FROM THE HIGHWAY
 DW0709'BRIDGE OVER THE COLORADO RIVER, 203 FT. SOUTH OF THE CENTERLINE
 DW0709'OF THE EASTBOUND LANES, 1 FT. NORTH OF A RIGHT-OF-WAY FENCE,
 DW0709'2.7 FT. NORTH OF A METAL WITNESS POST, SET IN A CONCRETE POST
 DW0709'PROJECTING 0.2 FT., A STANDARD NGS DISK STAMPED Q 394 1962.
 DW0709
 DW0709                          STATION RECOVERY (1981)
 DW0709
 DW0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0709'8.0 KM (5.0 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW0709'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.4 KM (0.25
 DW0709'MI) EAST OF THE EAST-BOUND REST AREA BUILDING, 0.2 KM (0.1 MI)
 DW0709'SOUTHWEST OF HIGHWAY MILEPOST 5, 61.3 METERS (201 FT) SOUTH OF THE
 DW0709'CENTERLINE OF THE EAST-BOUND LANES, 11.7 METERS (38.5 FT) WEST OF A
 DW0709'BRACED ANGLE IRON CORNER POST IN THE RIGHT-OF-WAY FENCE AND HIGHWAY
 DW0709'SURVEY STATION P.O.T. 256+25.00, 8.4 METERS (27.5 FT) NORTHWEST OF THE
 DW0709'OFFSET RIGHT-OF-WAY FENCE LINE.
 DW0709'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 DW0709'THE MARK IS 15 M ABOVE THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0665 ***********************************************************************
 DW0665  DESIGNATION -  Q 395
 DW0665  PID         -  DW0665
 DW0665  STATE/COUNTY-  AZ/LA PAZ
 DW0665  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0665
 DW0665                         *CURRENT SURVEY CONTROL
 DW0665  ___________________________________________________________________
 DW0665* NAD 83(1986)-  33 39 48.     (N)    114 01 28.     (W)     SCALED    
 DW0665* NAVD 88     -       493.17   (+/-2cm)    1618.0    (feet)  VERTCON   
 DW0665  ___________________________________________________________________
 DW0665  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DW0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0665
 DW0665.The horizontal coordinates were scaled from a topographic map and have
 DW0665.an estimated accuracy of +/- 6 seconds.
 DW0665
 DW0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0665.The vertical order pertains to the NGVD 29 superseded value.
 DW0665
 DW0665.The geoid height was determined by GEOID03.
 DW0665
 DW0665;                    North         East    Units  Estimated Accuracy
 DW0665;SPC AZ W     -   295,360.      187,910.      MT  (+/- 180 meters Scaled)
 DW0665
 DW0665                          SUPERSEDED SURVEY CONTROL
 DW0665
 DW0665  NGVD 29 (??/??/??)  492.453  (m)         1615.66   (f) ADJUSTED    2 0
 DW0665
 DW0665.Superseded values are not recommended for survey control.
 DW0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0665.See file dsdata.txt to determine how the superseded data were derived.
 DW0665
 DW0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT759288(NAD 83)
 DW0665_MARKER: DB = BENCH MARK DISK
 DW0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0665_STAMPING: Q 395 O 1962
 DW0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0665+STABILITY: SURFACE MOTION
 DW0665
 DW0665  HISTORY     - Date     Condition        Report By
 DW0665  HISTORY     - 1962     MONUMENTED       CGS
 DW0665  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0665
 DW0665                          STATION DESCRIPTION
 DW0665
 DW0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0665'4.8 MI W FROM BRENDA.
 DW0665'4.75 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG
 DW0665'STOP AT BRENDA, 106 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 DW0665'95 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE,
 DW0665'17 FEET NORTH OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS
 DW0665'POST, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DW0665'HIGHWAY 10, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 DW0665'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DW0665
 DW0665                          STATION RECOVERY (1981)
 DW0665
 DW0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0665'NOT RECOVERED. NOTE-MARK BELIEVED DESTROYED BY CONSTRUCTION OF A STONE
 DW0665'LEVEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1113 ***********************************************************************
 DV1113  DESIGNATION -  Q 396
 DV1113  PID         -  DV1113
 DV1113  STATE/COUNTY-  AZ/LA PAZ
 DV1113  USGS QUAD   -  VICKSBURG (1990)
 DV1113
 DV1113                         *CURRENT SURVEY CONTROL
 DV1113  ___________________________________________________________________
 DV1113* NAD 83(1986)-  33 43 06.     (N)    113 46 03.     (W)     SCALED    
 DV1113* NAVD 88     -       384.02   (+/-2cm)    1259.9    (feet)  VERTCON   
 DV1113  ___________________________________________________________________
 DV1113  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DV1113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1113
 DV1113.The horizontal coordinates were scaled from a topographic map and have
 DV1113.an estimated accuracy of +/- 6 seconds.
 DV1113
 DV1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1113.The vertical order pertains to the NGVD 29 superseded value.
 DV1113
 DV1113.The geoid height was determined by GEOID03.
 DV1113
 DV1113;                    North         East    Units  Estimated Accuracy
 DV1113;SPC AZ W     -   301,430.      211,740.      MT  (+/- 180 meters Scaled)
 DV1113
 DV1113                          SUPERSEDED SURVEY CONTROL
 DV1113
 DV1113  NGVD 29 (??/??/92)  383.346  (m)         1257.69   (f) ADJ UNCH    2 0
 DV1113
 DV1113.Superseded values are not recommended for survey control.
 DV1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1113.See file dsdata.txt to determine how the superseded data were derived.
 DV1113
 DV1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC435343(NAD 83)
 DV1113_MARKER: DB = BENCH MARK DISK
 DV1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1113_STAMPING: Q 396 1962
 DV1113_MARK LOGO: CGS   
 DV1113_PROJECTION: PROJECTING 6 CENTIMETERS
 DV1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1113+STABILITY: SURFACE MOTION
 DV1113
 DV1113  HISTORY     - Date     Condition        Report By
 DV1113  HISTORY     - 1962     MONUMENTED       CGS
 DV1113  HISTORY     - 1981     GOOD             NGS
 DV1113  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1113
 DV1113                          STATION DESCRIPTION
 DV1113
 DV1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1113'3.7 MI W FROM HOPE.
 DV1113'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1113'HIGHWAY 72 AT HOPE, AT THE JUNCTION OF A BLADED ROAD SOUTH, 74 FEET
 DV1113'SOUTH OF THE CENTER OF THE HIGHWAY, 16.5 FEET WEST OF THE CENTER OF
 DV1113'THE BLADED ROAD, 28.5 FEET SOUTH OF A POWER POLE, 3.7 FEET NORTH OF A
 DV1113'POWER POLE, 2.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DV1113'THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1113
 DV1113                          STATION RECOVERY (1981)
 DV1113
 DV1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1113'17.5 KM (10.9 MI) WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1113'SALOME ROAD IN SALOME, IN THE SOUTHWEST CORNER OF THE JUNCTION OF
 DV1113'VICKSBURG ROAD, 19.5 METERS (64.0 FT) SOUTH OF THE CENTERLINE OF THE
 DV1113'HIGHWAY, 7.3 METERS (24.0 FT) NORTH OF A POWER LINE JUNCTION POLE, 7.0
 DV1113'METERS (23.0 FT) WEST OF THE CENTERLINE OF VICKSBURG ROAD, 0.4 METERS
 DV1113'(1.3 FT) SOUTH OF THE BASE OF THE GUY WIRE ANCHOR FOR THE POWER POLE.
 DV1113'NOTE--NOT LEVELED THIS SURVEY, THE MARK WAS COVERED BY CONSTRUCTION OF
 DV1113'A PIPE LINE AT TIME OF LEVELING.
 DV1113'THE MARK IS 08 METERS  S FROM A WITNESS POST.
 DV1113'THE MARK IS ABOVE LEVEL WITH VICKSBURG ROAD.
 DV1113
 DV1113                          STATION RECOVERY (1987)
 DV1113
 DV1113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (PK)
 DV1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0311 ***********************************************************************
 CG0311  DESIGNATION -  Q 399
 CG0311  PID         -  CG0311
 CG0311  STATE/COUNTY-  AZ/PIMA
 CG0311  USGS QUAD   -  GREEN VALLEY (1981)
 CG0311
 CG0311                         *CURRENT SURVEY CONTROL
 CG0311  ___________________________________________________________________
 CG0311* NAD 83(1986)-  31 46 13.     (N)    110 53 16.     (W)     SCALED    
 CG0311* NAVD 88     -      1179.42   (+/-2cm)    3869.5    (feet)  VERTCON   
 CG0311  ___________________________________________________________________
 CG0311  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CG0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0311
 CG0311.The horizontal coordinates were scaled from a topographic map and have
 CG0311.an estimated accuracy of +/- 6 seconds.
 CG0311
 CG0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0311.The vertical order pertains to the NGVD 29 superseded value.
 CG0311
 CG0311.The geoid height was determined by GEOID03.
 CG0311
 CG0311;                    North         East    Units  Estimated Accuracy
 CG0311;SPC AZ C     -    85,860.      310,820.      MT  (+/- 180 meters Scaled)
 CG0311
 CG0311                          SUPERSEDED SURVEY CONTROL
 CG0311
 CG0311  NGVD 29 (??/??/92) 1178.551  (m)         3866.63   (f) ADJ UNCH    2 0
 CG0311
 CG0311.Superseded values are not recommended for survey control.
 CG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0311.See file dsdata.txt to determine how the superseded data were derived.
 CG0311
 CG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA106149(NAD 83)
 CG0311_MARKER: DD = SURVEY DISK
 CG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0311_STAMPING: Q 399 1962
 CG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0311+STABILITY: SURFACE MOTION
 CG0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0311+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0311
 CG0311  HISTORY     - Date     Condition        Report By
 CG0311  HISTORY     - 1962     MONUMENTED       CGS
 CG0311  HISTORY     - 20060316 GOOD             USPSQD
 CG0311
 CG0311                          STATION DESCRIPTION
 CG0311
 CG0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0311'8.5 MI SE FROM CONTINENTAL.
 CG0311'6.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, THENCE 1.6
 CG0311'MILES SOUTH ON PAVED ROAD.  MARK IS 44 FEET WEST OF CENTERLINE OF
 CG0311'PAVED ROAD, 11 FEET SOUTHWEST OF POWER LINE POLE, AND 2.6 FEET EAST OF
 CG0311'A METAL WITNESS POST.  MARK IS SET IN THE TOP OF A CYLINDRICAL
 CG0311'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CG0311
 CG0311                          STATION RECOVERY (2006)
 CG0311
 CG0311'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0311'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0255 ***********************************************************************
 CY0255  DESIGNATION -  Q 40
 CY0255  PID         -  CY0255
 CY0255  STATE/COUNTY-  AZ/GRAHAM
 CY0255  USGS QUAD   -  GILA BOX (1985)
 CY0255
 CY0255                         *CURRENT SURVEY CONTROL
 CY0255  ___________________________________________________________________
 CY0255* NAD 83(1986)-  32 52 39.     (N)    109 23 09.     (W)     SCALED    
 CY0255* NAVD 88     -      1412.829  (meters)    4635.26   (feet)  ADJUSTED  
 CY0255  ___________________________________________________________________
 CY0255  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CY0255  DYNAMIC HT  -        1410.742 (meters)    4628.41  (feet)  COMP
 CY0255  MODELED GRAV-     979,111.6   (mgal)                       NAVD 88
 CY0255
 CY0255  VERT ORDER  -  SECOND    CLASS 0
 CY0255
 CY0255.The horizontal coordinates were scaled from a topographic map and have
 CY0255.an estimated accuracy of +/- 6 seconds.
 CY0255
 CY0255.The orthometric height was determined by differential leveling
 CY0255.and adjusted in June 1991.
 CY0255
 CY0255.The geoid height was determined by GEOID03.
 CY0255
 CY0255.The dynamic height is computed by dividing the NAVD 88
 CY0255.geopotential number by the normal gravity value computed on the
 CY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0255.degrees latitude (g = 980.6199 gals.).
 CY0255
 CY0255.The modeled gravity was interpolated from observed gravity values.
 CY0255
 CY0255;                    North         East    Units  Estimated Accuracy
 CY0255;SPC AZ E     -   208,440.      286,430.      MT  (+/- 180 meters Scaled)
 CY0255
 CY0255                          SUPERSEDED SURVEY CONTROL
 CY0255
 CY0255  NGVD 29 (??/??/92) 1412.098  (m)         4632.86   (f) ADJ UNCH    2 0
 CY0255
 CY0255.Superseded values are not recommended for survey control.
 CY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0255.See file dsdata.txt to determine how the superseded data were derived.
 CY0255
 CY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB510388(NAD 83)
 CY0255_MARKER: DB = BENCH MARK DISK
 CY0255_SETTING: 80 = SET IN A BOULDER
 CY0255_SP_SET: BOULDER
 CY0255_STAMPING: Q 40 1934
 CY0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0255+STABILITY: SURFACE MOTION
 CY0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0255+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 CY0255
 CY0255  HISTORY     - Date     Condition        Report By
 CY0255  HISTORY     - 1934     MONUMENTED       CGS
 CY0255  HISTORY     - 20070923 GOOD             GEOCAC
 CY0255
 CY0255                          STATION DESCRIPTION
 CY0255
 CY0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0255'17.1 MI NE FROM SOLOMONVILLE.
 CY0255'17.1 MILES NORTH EAST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 2.4
 CY0255'MILES SOUTH WEST OF COUNTY LINE, ABOUT 700 FT. SOUTH OF LARGE STEEP U
 CY0255'CURVE IN HWY., ABOUT 300 FT. WEST OF TELEPHONE LINE, 170 FT. SOUTH OF
 CY0255'DIM ROAD, 65 FT. EAST OF CENTER LINE OF HWY. IN LARGE BOULDER.
 CY0255
 CY0255                          STATION RECOVERY (2007)
 CY0255
 CY0255'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CY0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0047 ***********************************************************************
 GP0047  DESIGNATION -  Q 401
 GP0047  PID         -  GP0047
 GP0047  STATE/COUNTY-  AZ/NAVAJO
 GP0047  USGS QUAD   -  BOOT MESA (1988)
 GP0047
 GP0047                         *CURRENT SURVEY CONTROL
 GP0047  ___________________________________________________________________
 GP0047* NAD 83(1986)-  36 59 17.     (N)    110 15 57.     (W)     SCALED    
 GP0047* NAVD 88     -      1565.708  (meters)    5136.83   (feet)  ADJUSTED  
 GP0047  ___________________________________________________________________
 GP0047  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GP0047  DYNAMIC HT  -        1563.899 (meters)    5130.89  (feet)  COMP
 GP0047  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 GP0047
 GP0047  VERT ORDER  -  FIRST     CLASS II
 GP0047
 GP0047.The horizontal coordinates were scaled from a topographic map and have
 GP0047.an estimated accuracy of +/- 6 seconds.
 GP0047
 GP0047.The orthometric height was determined by differential leveling
 GP0047.and adjusted in June 1991.
 GP0047
 GP0047.The geoid height was determined by GEOID03.
 GP0047
 GP0047.The dynamic height is computed by dividing the NAVD 88
 GP0047.geopotential number by the normal gravity value computed on the
 GP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0047.degrees latitude (g = 980.6199 gals.).
 GP0047
 GP0047.The modeled gravity was interpolated from observed gravity values.
 GP0047
 GP0047;                    North         East    Units  Estimated Accuracy
 GP0047;SPC AZ E     -   664,150.      204,530.      MT  (+/- 180 meters Scaled)
 GP0047
 GP0047                          SUPERSEDED SURVEY CONTROL
 GP0047
 GP0047  NGVD 29 (??/??/92) 1564.791  (m)         5133.82   (f) ADJ UNCH    1 2
 GP0047
 GP0047.Superseded values are not recommended for survey control.
 GP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0047.See file dsdata.txt to determine how the superseded data were derived.
 GP0047
 GP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF653937(NAD 83)
 GP0047_MARKER: DB = BENCH MARK DISK
 GP0047_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GP0047_SP_SET: 16 FT
 GP0047_STAMPING: Q 401 1962
 GP0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0047
 GP0047  HISTORY     - Date     Condition        Report By
 GP0047  HISTORY     - 1962     MONUMENTED       CGS
 GP0047  HISTORY     - 19851216 MARK NOT FOUND   USGS
 GP0047
 GP0047                          STATION DESCRIPTION
 GP0047
 GP0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0047'5.0 MI SE FROM OLJETO.
 GP0047'ABOUT 5.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 GP0047'OLJETO, UTAH.  0.1 MILE EAST-SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 GP0047'REFERENCE POST, 45 FEET NORTHEAST OF THE CENTERLINE JUNCTION OF TWO
 GP0047'ROADS, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 GP0047'LEVEL OF THE ROAD, AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD THAT
 GP0047'IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 GP0047'PROJECTING 2 INCHES.  THIS MARK IS ABOUT 0.15 MILE SOUTH OF HAT ROCK.
 GP0047
 GP0047                          STATION RECOVERY (1985)
 GP0047
 GP0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RV)
 GP0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1269 ***********************************************************************
 DU1269  DESIGNATION -  Q 403
 DU1269  PID         -  DU1269
 DU1269  STATE/COUNTY-  AZ/GILA
 DU1269  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1269
 DU1269                         *CURRENT SURVEY CONTROL
 DU1269  ___________________________________________________________________
 DU1269* NAD 83(1986)-  33 31 22.     (N)    110 53 32.     (W)     SCALED    
 DU1269* NAVD 88     -      1051.371  (meters)    3449.37   (feet)  ADJUSTED  
 DU1269  ___________________________________________________________________
 DU1269  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DU1269  DYNAMIC HT  -        1049.969 (meters)    3444.77  (feet)  COMP
 DU1269  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 DU1269
 DU1269  VERT ORDER  -  FIRST     CLASS II
 DU1269
 DU1269.The horizontal coordinates were scaled from a topographic map and have
 DU1269.an estimated accuracy of +/- 6 seconds.
 DU1269
 DU1269.The orthometric height was determined by differential leveling
 DU1269.and adjusted in June 1991.
 DU1269
 DU1269.The geoid height was determined by GEOID03.
 DU1269
 DU1269.The dynamic height is computed by dividing the NAVD 88
 DU1269.geopotential number by the normal gravity value computed on the
 DU1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1269.degrees latitude (g = 980.6199 gals.).
 DU1269
 DU1269.The modeled gravity was interpolated from observed gravity values.
 DU1269
 DU1269;                    North         East    Units  Estimated Accuracy
 DU1269;SPC AZ E     -   279,960.      145,960.      MT  (+/- 180 meters Scaled)
 DU1269
 DU1269                          SUPERSEDED SURVEY CONTROL
 DU1269
 DU1269.No superseded survey control is available for this station.
 DU1269
 DU1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC100092(NAD 83)
 DU1269_MARKER: DB = BENCH MARK DISK
 DU1269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1269_SP_SET: STAINLESS STEEL ROD
 DU1269_STAMPING: Q 403 1979
 DU1269_PROJECTION: FLUSH
 DU1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1269_ROD/PIPE-DEPTH: 2.74 meters
 DU1269
 DU1269  HISTORY     - Date     Condition        Report By
 DU1269  HISTORY     - 1979     MONUMENTED       NGS
 DU1269
 DU1269                          STATION DESCRIPTION
 DU1269
 DU1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1269'14.1 MI NW FROM GLOBE.
 DU1269'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1269'COURTHOUSE IN GLOBE, THENCE 9.5 MILES NORTH ALONG STATE HIGHWAY
 DU1269'88 (APACHE TRAIL), 30.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DU1269'HIGHWAY AND 1.5 FEET NORTHEAST OF A FENCE. NOTE=REFUSAL WAS
 DU1269'REACHED AT 9 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1269'THE MARK IS 1.5 FT  NNW FROM A WITNESS POST.
 DU1269'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0294 ***********************************************************************
 GP0294  DESIGNATION -  Q 403
 GP0294  PID         -  GP0294
 GP0294  STATE/COUNTY-  AZ/COCONINO
 GP0294  USGS QUAD   -  LEES FERRY (1985)
 GP0294
 GP0294                         *CURRENT SURVEY CONTROL
 GP0294  ___________________________________________________________________
 GP0294* NAD 83(1986)-  36 45 39.     (N)    111 34 03.     (W)     SCALED    
 GP0294* NAVD 88     -      1702.880  (meters)    5586.87   (feet)  ADJUSTED  
 GP0294  ___________________________________________________________________
 GP0294  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GP0294  DYNAMIC HT  -        1700.883 (meters)    5580.31  (feet)  COMP
 GP0294  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 GP0294
 GP0294  VERT ORDER  -  FIRST     CLASS II
 GP0294
 GP0294.The horizontal coordinates were scaled from a topographic map and have
 GP0294.an estimated accuracy of +/- 6 seconds.
 GP0294
 GP0294.The orthometric height was determined by differential leveling
 GP0294.and adjusted in June 1991.
 GP0294
 GP0294.The geoid height was determined by GEOID03.
 GP0294
 GP0294.The dynamic height is computed by dividing the NAVD 88
 GP0294.geopotential number by the normal gravity value computed on the
 GP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0294.degrees latitude (g = 980.6199 gals.).
 GP0294
 GP0294.The modeled gravity was interpolated from observed gravity values.
 GP0294
 GP0294;                    North         East    Units  Estimated Accuracy
 GP0294;SPC AZ C     -   638,990.      244,530.      MT  (+/- 180 meters Scaled)
 GP0294
 GP0294                          SUPERSEDED SURVEY CONTROL
 GP0294
 GP0294  NGVD 29 (??/??/92) 1701.954  (m)         5583.83   (f) ADJ UNCH    1 2
 GP0294
 GP0294.Superseded values are not recommended for survey control.
 GP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0294.See file dsdata.txt to determine how the superseded data were derived.
 GP0294
 GP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF493684(NAD 83)
 GP0294_MARKER: DB = BENCH MARK DISK
 GP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0294_STAMPING: Q 403 1962
 GP0294_MARK LOGO: CGS   
 GP0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0294+STABILITY: SURFACE MOTION
 GP0294
 GP0294  HISTORY     - Date     Condition        Report By
 GP0294  HISTORY     - 1962     MONUMENTED       CGS
 GP0294  HISTORY     - 1983     GOOD             NGS
 GP0294
 GP0294                          STATION DESCRIPTION
 GP0294
 GP0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0294'11.95 MI NE FROM BITTER SPRINGS.
 GP0294'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0294'STATION AT BITTER SPRINGS.  THENCE 11.75 MILES NORTHEAST ALONG U.S.
 GP0294'HIGHWAY 89 LEADING TO PAGE, IN A SMALL HOLLOW ON THE EAST SIDE OF THE
 GP0294'HIGHWAY, 223 FEET NORTHEAST OF THE TOP AND EAST END OF A 36-INCH
 GP0294'CORRUGATED METAL CULVERT, 167 FEET EAST OF THE CENTERLINE OF THE
 GP0294'HIGHWAY, 35 FEET NORTH-NORTHEAST OF THE CENTERLINE OF A DIM TRAIL
 GP0294'ROAD, 2.7 FEET EAST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW
 GP0294'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0294'IMBEDDED IN SOLID ROCK PROJECTING 5 INCHES.
 GP0294
 GP0294                          STATION RECOVERY (1983)
 GP0294
 GP0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0294'RECOVERED IN GOOD CONDITION.  ADD--20.3 METERS (66.5 FT) SOUTHEAST OF
 GP0294'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1166 ***********************************************************************
 DU1166  DESIGNATION -  Q 404
 DU1166  PID         -  DU1166
 DU1166  STATE/COUNTY-  AZ/GILA
 DU1166  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1166
 DU1166                         *CURRENT SURVEY CONTROL
 DU1166  ___________________________________________________________________
 DU1166* NAD 83(2007)-  33 25 50.57402(N)    110 43 30.42888(W)     ADJUSTED  
 DU1166* NAVD 88     -      1175.154  (meters)    3855.48   (feet)  ADJUSTED  
 DU1166  ___________________________________________________________________
 DU1166  EPOCH DATE  -        2007.00
 DU1166  X           -  -1,885,946.597 (meters)                     COMP
 DU1166  Y           -  -4,984,403.008 (meters)                     COMP
 DU1166  Z           -   3,494,556.156 (meters)                     COMP
 DU1166  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DU1166  ELLIP HEIGHT-        1148.066 (meters)          (02/10/07) ADJUSTED
 DU1166  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DU1166  DYNAMIC HT  -        1173.548 (meters)    3850.22  (feet)  COMP
 DU1166
 DU1166  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1166  Type    PID    Designation                      North   East  Ellip
 DU1166  -------------------------------------------------------------------
 DU1166  NETWORK DU1166 Q 404                             0.65   0.57   2.14
 DU1166  -------------------------------------------------------------------
 DU1166  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 DU1166
 DU1166  VERT ORDER  -  FIRST     CLASS II
 DU1166
 DU1166.The horizontal coordinates were established by GPS observations
 DU1166.and adjusted by the National Geodetic Survey in February 2007.
 DU1166
 DU1166.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1166.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1166.The horizontal coordinates are valid at the epoch date displayed above.
 DU1166.The epoch date for horizontal control is a decimal equivalence
 DU1166.of Year/Month/Day.
 DU1166
 DU1166.The orthometric height was determined by differential leveling
 DU1166.and adjusted in June 1991.
 DU1166
 DU1166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1166
 DU1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1166
 DU1166.The ellipsoidal height was determined by GPS observations
 DU1166.and is referenced to NAD 83.
 DU1166
 DU1166.The geoid height was determined by GEOID03.
 DU1166
 DU1166.The dynamic height is computed by dividing the NAVD 88
 DU1166.geopotential number by the normal gravity value computed on the
 DU1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1166.degrees latitude (g = 980.6199 gals.).
 DU1166
 DU1166.The modeled gravity was interpolated from observed gravity values.
 DU1166
 DU1166;                    North         East     Units Scale Factor Converg.
 DU1166;SPC AZ E     -   269,656.061   161,430.741   MT  0.99993324   -0 18 27.6
 DU1166;SPC AZ E     -   884,698.36    529,628.42   iFT  0.99993324   -0 18 27.6
 DU1166;UTM  12      - 3,699,071.474   525,552.773   MT  0.99960805   +0 09 05.2
 DU1166
 DU1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1166!SPC AZ E     -   0.99981979  x   0.99993324  =   0.99975305
 DU1166!UTM  12      -   0.99981979  x   0.99960805  =   0.99942791
 DU1166
 DU1166                          SUPERSEDED SURVEY CONTROL
 DU1166
 DU1166  NAD 83(1992)-  33 25 50.57383(N)    110 43 30.42855(W) AD(       ) B
 DU1166  ELLIP H (08/22/05) 1148.078  (m)                       GP(       ) 4 2
 DU1166  NAVD 88 (08/22/05) 1175.15   (m)         3855.5    (f) LEVELING    3  
 DU1166
 DU1166.Superseded values are not recommended for survey control.
 DU1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1166.See file dsdata.txt to determine how the superseded data were derived.
 DU1166
 DU1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2555399071(NAD 83)
 DU1166_MARKER: DD = SURVEY DISK
 DU1166_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1166+WITH SETTING: INFORMATION.
 DU1166_SP_SET: SHALLOW SET METAL ROD
 DU1166_STAMPING: Q 404 1979
 DU1166_MARK LOGO: NGS   
 DU1166_PROJECTION: FLUSH
 DU1166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1166+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 DU1166_ROD/PIPE-DEPTH: 2.74 meters
 DU1166
 DU1166  HISTORY     - Date     Condition        Report By
 DU1166  HISTORY     - 1979     MONUMENTED       NGS
 DU1166  HISTORY     - 20040401 GOOD             AZ-007
 DU1166  HISTORY     - 20051004 GOOD             AZ-007
 DU1166  HISTORY     - 20060922 GOOD             GEOCAC
 DU1166
 DU1166                          STATION DESCRIPTION
 DU1166
 DU1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1166'3.9 MI NE FROM GLOBE.
 DU1166'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1166'COURTHOUSE IN GLOBE, 0.65 MILE NORTHEAST OF MILE POST NUMBER 255,
 DU1166'97.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET WEST OF
 DU1166'A FENCE.  NOTE=REFUSAL WAS REACHED AT 9 FEET.  ACCESS TO THE DISK IS
 DU1166'THROUGH A 4-INCH SCREW PLUG.
 DU1166'THE MARK IS 2.5 FT  S FROM A WITNESS POST.
 DU1166'THE MARK IS 1.5 FT BELOW THE HIGHWAY.
 DU1166
 DU1166                          STATION RECOVERY (2004)
 DU1166
 DU1166'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1166'RECOVERED IN GOOD CONDITION.
 DU1166
 DU1166                          STATION RECOVERY (2005)
 DU1166
 DU1166'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DU1166'RECOVERED IN GOOD CONDITION.
 DU1166
 DU1166                          STATION RECOVERY (2006)
 DU1166
 DU1166'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0106 ***********************************************************************
 GP0106  DESIGNATION -  Q 404
 GP0106  PID         -  GP0106
 GP0106  STATE/COUNTY-  AZ/COCONINO
 GP0106  USGS QUAD   -  PAGE (1985)
 GP0106
 GP0106                         *CURRENT SURVEY CONTROL
 GP0106  ___________________________________________________________________
 GP0106* NAD 83(1986)-  36 55 23.     (N)    111 28 19.     (W)     SCALED    
 GP0106* NAVD 88     -      1228.947  (meters)    4031.97   (feet)  ADJUSTED  
 GP0106  ___________________________________________________________________
 GP0106  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0106  DYNAMIC HT  -        1227.552 (meters)    4027.39  (feet)  COMP
 GP0106  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 GP0106
 GP0106  VERT ORDER  -  FIRST     CLASS II
 GP0106
 GP0106.The horizontal coordinates were scaled from a topographic map and have
 GP0106.an estimated accuracy of +/- 6 seconds.
 GP0106
 GP0106.The orthometric height was determined by differential leveling
 GP0106.and adjusted in June 1991.
 GP0106
 GP0106.The geoid height was determined by GEOID03.
 GP0106
 GP0106.The dynamic height is computed by dividing the NAVD 88
 GP0106.geopotential number by the normal gravity value computed on the
 GP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0106.degrees latitude (g = 980.6199 gals.).
 GP0106
 GP0106.The modeled gravity was interpolated from observed gravity values.
 GP0106
 GP0106;                    North         East    Units  Estimated Accuracy
 GP0106;SPC AZ C     -   657,020.      252,980.      MT  (+/- 180 meters Scaled)
 GP0106
 GP0106                          SUPERSEDED SURVEY CONTROL
 GP0106
 GP0106  NGVD 29 (??/??/92) 1228.070  (m)         4029.09   (f) ADJ UNCH    1 2
 GP0106
 GP0106.Superseded values are not recommended for survey control.
 GP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0106.See file dsdata.txt to determine how the superseded data were derived.
 GP0106
 GP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF579864(NAD 83)
 GP0106_MARKER: DB = BENCH MARK DISK
 GP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0106_STAMPING: Q 404 1962
 GP0106_MARK LOGO: CGS   
 GP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0106+STABILITY: SURFACE MOTION
 GP0106
 GP0106  HISTORY     - Date     Condition        Report By
 GP0106  HISTORY     - 1962     MONUMENTED       CGS
 GP0106  HISTORY     - 1983     GOOD             NGS
 GP0106
 GP0106                          STATION DESCRIPTION
 GP0106
 GP0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0106'1.2 MI SE FROM PAGE.
 GP0106'ABOUT 1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END
 GP0106'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.65 MILE NORTH OF THE
 GP0106'GLEN CANYON COUNTRY CLUB, 0.15 MILE SOUTH OF THE JUNCTION OF THE
 GP0106'HIGHWAY AND 7TH AVENUE WHICH LEADS INTO PAGE, 99 FEET EAST OF THE
 GP0106'CENTERLINE OF THE HIGHWAY, 50 FEET WEST OF POWER POLE NUMBER 1288, 1.5
 GP0106'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GP0106'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GP0106
 GP0106                          STATION RECOVERY (1983)
 GP0106
 GP0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0106'RECOVERED IN GOOD CONDITION.  ADD--0.56 KM (0.35 MI) NORTHEAST OF
 GP0106'MILEPOST 548.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1198 ***********************************************************************
 DU1198  DESIGNATION -  Q 405
 DU1198  PID         -  DU1198
 DU1198  STATE/COUNTY-  AZ/GILA
 DU1198  USGS QUAD   -  CHRYSOTILE (1966)
 DU1198
 DU1198                         *CURRENT SURVEY CONTROL
 DU1198  ___________________________________________________________________
 DU1198* NAD 83(1986)-  33 39 26.     (N)    110 34 17.     (W)     SCALED    
 DU1198* NAVD 88     -      1810.613  (meters)    5940.32   (feet)  ADJUSTED  
 DU1198  ___________________________________________________________________
 DU1198  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DU1198  DYNAMIC HT  -        1808.011 (meters)    5931.78  (feet)  COMP
 DU1198  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 DU1198
 DU1198  VERT ORDER  -  FIRST     CLASS II
 DU1198
 DU1198.The horizontal coordinates were scaled from a topographic map and have
 DU1198.an estimated accuracy of +/- 6 seconds.
 DU1198
 DU1198.The orthometric height was determined by differential leveling
 DU1198.and adjusted in June 1991.
 DU1198
 DU1198.The geoid height was determined by GEOID03.
 DU1198
 DU1198.The dynamic height is computed by dividing the NAVD 88
 DU1198.geopotential number by the normal gravity value computed on the
 DU1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1198.degrees latitude (g = 980.6199 gals.).
 DU1198
 DU1198.The modeled gravity was interpolated from observed gravity values.
 DU1198
 DU1198;                    North         East    Units  Estimated Accuracy
 DU1198;SPC AZ E     -   294,710.      175,820.      MT  (+/- 180 meters Scaled)
 DU1198
 DU1198                          SUPERSEDED SURVEY CONTROL
 DU1198
 DU1198.No superseded survey control is available for this station.
 DU1198
 DU1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC397242(NAD 83)
 DU1198_MARKER: DB = BENCH MARK DISK
 DU1198_SETTING: 66 = SET IN ROCK OUTCROP
 DU1198_SP_SET: ROCK OUTCROP
 DU1198_STAMPING: Q 405 1979
 DU1198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1198+STABILITY: POSITION/ELEVATION WELL
 DU1198
 DU1198  HISTORY     - Date     Condition        Report By
 DU1198  HISTORY     - 1979     MONUMENTED       NGS
 DU1198
 DU1198                          STATION DESCRIPTION
 DU1198
 DU1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1198'24.5 MI NE FROM GLOBE.
 DU1198'24.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1198'COURTHOUSE IN GLOBE, 27.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DU1198'THE HIGHWAY.
 DU1198'THE MARK IS 3.2 FT  S FROM A WITNESS POST.
 DU1198'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0077 ***********************************************************************
 GP0077  DESIGNATION -  Q 405
 GP0077  PID         -  GP0077
 GP0077  STATE/COUNTY-  AZ/COCONINO
 GP0077  USGS QUAD   -  PAGE (1985)
 GP0077
 GP0077                         *CURRENT SURVEY CONTROL
 GP0077  ___________________________________________________________________
 GP0077* NAD 83(1986)-  36 55 58.     (N)    111 26 19.     (W)     SCALED    
 GP0077* NAVD 88     -      1230.107  (meters)    4035.78   (feet)  ADJUSTED  
 GP0077  ___________________________________________________________________
 GP0077  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0077  DYNAMIC HT  -        1228.694 (meters)    4031.14  (feet)  COMP
 GP0077  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 GP0077
 GP0077  VERT ORDER  -  FIRST     CLASS II
 GP0077
 GP0077.The horizontal coordinates were scaled from a topographic map and have
 GP0077.an estimated accuracy of +/- 6 seconds.
 GP0077
 GP0077.The orthometric height was determined by differential leveling
 GP0077.and adjusted in June 1991.
 GP0077
 GP0077.The geoid height was determined by GEOID03.
 GP0077
 GP0077.The dynamic height is computed by dividing the NAVD 88
 GP0077.geopotential number by the normal gravity value computed on the
 GP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0077.degrees latitude (g = 980.6199 gals.).
 GP0077
 GP0077.The modeled gravity was interpolated from observed gravity values.
 GP0077
 GP0077;                    North         East    Units  Estimated Accuracy
 GP0077;SPC AZ C     -   658,120.      255,950.      MT  (+/- 180 meters Scaled)
 GP0077
 GP0077                          SUPERSEDED SURVEY CONTROL
 GP0077
 GP0077  NGVD 29 (??/??/92) 1229.212  (m)         4032.84   (f) ADJ UNCH    1 2
 GP0077
 GP0077.Superseded values are not recommended for survey control.
 GP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0077.See file dsdata.txt to determine how the superseded data were derived.
 GP0077
 GP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF609875(NAD 83)
 GP0077_MARKER: DB = BENCH MARK DISK
 GP0077_SETTING: 66 = SET IN ROCK OUTCROP
 GP0077_SP_SET: SANDSTONE OUTCROP
 GP0077_STAMPING: Q 405 1962
 GP0077_MARK LOGO: CGS   
 GP0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0077+STABILITY: POSITION/ELEVATION WELL
 GP0077
 GP0077  HISTORY     - Date     Condition        Report By
 GP0077  HISTORY     - 1962     MONUMENTED       CGS
 GP0077  HISTORY     - 19951211 GOOD             CHANCE
 GP0077
 GP0077                          STATION DESCRIPTION
 GP0077
 GP0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0077'2.05 MI NE FROM PAGE.
 GP0077'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0077'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0077'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0077'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0077'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0077'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 0.55 MILE NORTHEAST
 GP0077'ACROSS COUNTRY.  AT THE BASE OF MANSON MESA, SET IN THE TOP OF A
 GP0077'SANDSTONE OUTCROP, 9.6 FEET NORTHWEST OF THE NORTHWEST SIDE OF A LOAF
 GP0077'SHAPED SANDSTONE FORMATION, AND 34.3 FEET SOUTHEAST OF A METAL WITNESS
 GP0077'POST.
 GP0077
 GP0077                          STATION RECOVERY (1995)
 GP0077
 GP0077'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 GP0077'RECOVERY NOTE BY CHANCE 1995  RECOVERED AS DESCRIBED AND IN GOOD
 GP0077'CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0330 ***********************************************************************
 ER0330  DESIGNATION -  Q 406
 ER0330  PID         -  ER0330
 ER0330  STATE/COUNTY-  AZ/NAVAJO
 ER0330  USGS QUAD   -  INDIAN PINE (1977)
 ER0330
 ER0330                         *CURRENT SURVEY CONTROL
 ER0330  ___________________________________________________________________
 ER0330* NAD 83(1986)-  34 05 00.     (N)    109 54 22.     (W)     SCALED    
 ER0330* NAVD 88     -      2187.697  (meters)    7177.47   (feet)  ADJUSTED  
 ER0330  ___________________________________________________________________
 ER0330  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0330  DYNAMIC HT  -        2184.335 (meters)    7166.44  (feet)  COMP
 ER0330  MODELED GRAV-     979,020.1   (mgal)                       NAVD 88
 ER0330
 ER0330  VERT ORDER  -  FIRST     CLASS II
 ER0330
 ER0330.The horizontal coordinates were scaled from a topographic map and have
 ER0330.an estimated accuracy of +/- 6 seconds.
 ER0330
 ER0330.The orthometric height was determined by differential leveling
 ER0330.and adjusted in June 1991.
 ER0330
 ER0330.The geoid height was determined by GEOID03.
 ER0330
 ER0330.The dynamic height is computed by dividing the NAVD 88
 ER0330.geopotential number by the normal gravity value computed on the
 ER0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0330.degrees latitude (g = 980.6199 gals.).
 ER0330
 ER0330.The modeled gravity was interpolated from observed gravity values.
 ER0330
 ER0330;                    North         East    Units  Estimated Accuracy
 ER0330;SPC AZ E     -   341,930.      237,410.      MT  (+/- 180 meters Scaled)
 ER0330
 ER0330                          SUPERSEDED SURVEY CONTROL
 ER0330
 ER0330.No superseded survey control is available for this station.
 ER0330
 ER0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC009719(NAD 83)
 ER0330_MARKER: DB = BENCH MARK DISK
 ER0330_SETTING: 66 = SET IN ROCK OUTCROP
 ER0330_SP_SET: ROCK OUTCROP
 ER0330_STAMPING: Q 406 1979
 ER0330_MARK LOGO: NGS   
 ER0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0330+STABILITY: POSITION/ELEVATION WELL
 ER0330
 ER0330  HISTORY     - Date     Condition        Report By
 ER0330  HISTORY     - 1979     MONUMENTED       NGS
 ER0330  HISTORY     - 1983     GOOD             NGS
 ER0330
 ER0330                          STATION DESCRIPTION
 ER0330
 ER0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0330'3.6 MI WEST FROM MCNARY.
 ER0330'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0330'AND THENCE 3.55 MILES WEST ALONG STATE HIGHWAY 260, 0.25 MILE NORTH
 ER0330'OF THE JUNCTION OF STATE HIGHWAY 73, 51.8 FEET WEST OF A BARBED WIRE
 ER0330'FENCE, 48.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 69.1 FEET
 ER0330'NORTHWEST OF TELEPHONE POLE 2 115.
 ER0330'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 ER0330'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 ER0330
 ER0330                          STATION RECOVERY (1983)
 ER0330
 ER0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1237 ***********************************************************************
 DU1237  DESIGNATION -  Q 407
 DU1237  PID         -  DU1237
 DU1237  STATE/COUNTY-  AZ/GILA
 DU1237  USGS QUAD   -  CEDAR CREEK (1978)
 DU1237
 DU1237                         *CURRENT SURVEY CONTROL
 DU1237  ___________________________________________________________________
 DU1237* NAD 83(1986)-  33 53 38.     (N)    110 10 31.     (W)     SCALED    
 DU1237* NAVD 88     -      1497.281  (meters)    4912.33   (feet)  ADJUSTED  
 DU1237  ___________________________________________________________________
 DU1237  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DU1237  DYNAMIC HT  -        1495.140 (meters)    4905.31  (feet)  COMP
 DU1237  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 DU1237
 DU1237  VERT ORDER  -  FIRST     CLASS II
 DU1237
 DU1237.The horizontal coordinates were scaled from a topographic map and have
 DU1237.an estimated accuracy of +/- 6 seconds.
 DU1237
 DU1237.The orthometric height was determined by differential leveling
 DU1237.and adjusted in June 1991.
 DU1237
 DU1237.The geoid height was determined by GEOID03.
 DU1237
 DU1237.The dynamic height is computed by dividing the NAVD 88
 DU1237.geopotential number by the normal gravity value computed on the
 DU1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1237.degrees latitude (g = 980.6199 gals.).
 DU1237
 DU1237.The modeled gravity was interpolated from observed gravity values.
 DU1237
 DU1237;                    North         East    Units  Estimated Accuracy
 DU1237;SPC AZ E     -   320,890.      212,560.      MT  (+/- 180 meters Scaled)
 DU1237
 DU1237                          SUPERSEDED SURVEY CONTROL
 DU1237
 DU1237.No superseded survey control is available for this station.
 DU1237
 DU1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC762506(NAD 83)
 DU1237_MARKER: DB = BENCH MARK DISK
 DU1237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1237_SP_SET: STAINLESS STEEL ROD
 DU1237_STAMPING: Q 407 1979
 DU1237_PROJECTION: FLUSH
 DU1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1237_ROD/PIPE-DEPTH: 7.01 meters
 DU1237
 DU1237  HISTORY     - Date     Condition        Report By
 DU1237  HISTORY     - 1979     MONUMENTED       NGS
 DU1237
 DU1237                          STATION DESCRIPTION
 DU1237
 DU1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1237'9.2 MI SE FROM CARRIZO JUNCTION.
 DU1237'9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 DU1237'U.S. HIGHWAY 60 IN CORRIZO JUNCTION, 96.2 FEET WEST OF THE CENTERLINE
 DU1237'OF THE HIGHWAY, 7.9 FEET SOUTHWEST OF POWER POLE NUMBER 109 L1 WITH
 DU1237'TWO GUY WIRES AND 1.4 FEET EAST OF A FENCE.  NOTE=REFUSAL WAS
 DU1237'REACHED AT 23 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 DU1237'PLUG.
 DU1237'THE MARK IS 2.3 FT  NE FROM A WITNESS POST.
 DU1237'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0383 ***********************************************************************
 ER0383  DESIGNATION -  Q 408
 ER0383  PID         -  ER0383
 ER0383  STATE/COUNTY-  AZ/APACHE
 ER0383  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0383
 ER0383                         *CURRENT SURVEY CONTROL
 ER0383  ___________________________________________________________________
 ER0383* NAD 83(1986)-  34 05 41.     (N)    109 14 06.     (W)     SCALED    
 ER0383* NAVD 88     -      2231.079  (meters)    7319.80   (feet)  ADJUSTED  
 ER0383  ___________________________________________________________________
 ER0383  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 ER0383  DYNAMIC HT  -        2227.540 (meters)    7308.19  (feet)  COMP
 ER0383  MODELED GRAV-     978,970.1   (mgal)                       NAVD 88
 ER0383
 ER0383  VERT ORDER  -  FIRST     CLASS II
 ER0383
 ER0383.The horizontal coordinates were scaled from a topographic map and have
 ER0383.an estimated accuracy of +/- 6 seconds.
 ER0383
 ER0383.The orthometric height was determined by differential leveling
 ER0383.and adjusted in June 1991.
 ER0383
 ER0383.The geoid height was determined by GEOID03.
 ER0383
 ER0383.The dynamic height is computed by dividing the NAVD 88
 ER0383.geopotential number by the normal gravity value computed on the
 ER0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0383.degrees latitude (g = 980.6199 gals.).
 ER0383
 ER0383.The modeled gravity was interpolated from observed gravity values.
 ER0383
 ER0383;                    North         East    Units  Estimated Accuracy
 ER0383;SPC AZ E     -   343,550.      299,330.      MT  (+/- 180 meters Scaled)
 ER0383
 ER0383                          SUPERSEDED SURVEY CONTROL
 ER0383
 ER0383.No superseded survey control is available for this station.
 ER0383
 ER0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC628740(NAD 83)
 ER0383_MARKER: I = METAL ROD
 ER0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0383_SP_SET: STAINLESS STEEL ROD
 ER0383_STAMPING: Q 408 1980
 ER0383_PROJECTION: FLUSH
 ER0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0383_ROD/PIPE-DEPTH: 6.1  meters
 ER0383
 ER0383  HISTORY     - Date     Condition        Report By
 ER0383  HISTORY     - 1980     MONUMENTED       NGS
 ER0383
 ER0383                          STATION DESCRIPTION
 ER0383
 ER0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0383'6.4 KM SE FROM EAGAR.
 ER0383'6.4 KM (3.95 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0383'FROM THE POST OFFICE IN EAGAR, THENCE 2.1 KM (1.3 MI)
 ER0383'SOUTHEAST ALONG U.S. HIGHWAY 180, 23.0 METERS (75.5 FT) SOUTH OF
 ER0383'MILE POST 404, 21.8 METERS (71.5 FT) SOUTHEAST OF THE CENTERLINE
 ER0383'OF THE HIGHWAY AND 0.5 METERS (1.6 FT) NORTHWEST OF A FENCE, NOTE=
 ER0383'REFUSAL WAS REACHED AT 6.1 METERS (20.0 FT).  ACCESS TO THE
 ER0383'DATUM IS THROUGH A 5-INCH LOGO CAP.
 ER0383'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 ER0383'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0476 ***********************************************************************
 DT0476  DESIGNATION -  Q 409
 DT0476  PID         -  DT0476
 DT0476  STATE/COUNTY-  AZ/APACHE
 DT0476  USGS QUAD   -  LUNA LAKE (1991)
 DT0476
 DT0476                         *CURRENT SURVEY CONTROL
 DT0476  ___________________________________________________________________
 DT0476* NAD 83(1986)-  33 49 40.     (N)    109 06 48.     (W)     SCALED    
 DT0476* NAVD 88     -      2422.074  (meters)    7946.42   (feet)  ADJUSTED  
 DT0476  ___________________________________________________________________
 DT0476  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 DT0476  DYNAMIC HT  -        2418.110 (meters)    7933.42  (feet)  COMP
 DT0476  MODELED GRAV-     978,912.6   (mgal)                       NAVD 88
 DT0476
 DT0476  VERT ORDER  -  FIRST     CLASS II
 DT0476
 DT0476.The horizontal coordinates were scaled from a topographic map and have
 DT0476.an estimated accuracy of +/- 6 seconds.
 DT0476
 DT0476.The orthometric height was determined by differential leveling
 DT0476.and adjusted in June 1991.
 DT0476
 DT0476.The geoid height was determined by GEOID03.
 DT0476
 DT0476.The dynamic height is computed by dividing the NAVD 88
 DT0476.geopotential number by the normal gravity value computed on the
 DT0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0476.degrees latitude (g = 980.6199 gals.).
 DT0476
 DT0476.The modeled gravity was interpolated from observed gravity values.
 DT0476
 DT0476;                    North         East    Units  Estimated Accuracy
 DT0476;SPC AZ E     -   314,050.      310,860.      MT  (+/- 180 meters Scaled)
 DT0476
 DT0476                          SUPERSEDED SURVEY CONTROL
 DT0476
 DT0476.No superseded survey control is available for this station.
 DT0476
 DT0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC745446(NAD 83)
 DT0476_MARKER: DB = BENCH MARK DISK
 DT0476_SETTING: 66 = SET IN ROCK OUTCROP
 DT0476_SP_SET: ROCK OUTCROP
 DT0476_STAMPING: Q 409 1980
 DT0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0476+STABILITY: POSITION/ELEVATION WELL
 DT0476
 DT0476  HISTORY     - Date     Condition        Report By
 DT0476  HISTORY     - 1980     MONUMENTED       NGS
 DT0476  HISTORY     - 20050729 GOOD             USPSQD
 DT0476
 DT0476                          STATION DESCRIPTION
 DT0476
 DT0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0476'4.4 KM SE FROM ALPINE.
 DT0476'4.4 KM (2.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0476'POST OFFICE IN ALPINE, 0.3 KM (0.2 MI) SOUTHEAST OF MILE
 DT0476'POST 429, 77.4 METERS (254.0 FT) NORTHEAST OF THE CENTER OF COUNTY
 DT0476'ROAD 266, 18.9 METERS (62.0 FT) SOUTH OF A FENCE AND 12.6 METERS
 DT0476'(41.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DT0476'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 DT0476'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DT0476
 DT0476                          STATION RECOVERY (2005)
 DT0476
 DT0476'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0476'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0194 ***********************************************************************
 ER0194  DESIGNATION -  Q 41
 ER0194  PID         -  ER0194
 ER0194  STATE/COUNTY-  AZ/APACHE
 ER0194  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0194
 ER0194                         *CURRENT SURVEY CONTROL
 ER0194  ___________________________________________________________________
 ER0194* NAD 83(1986)-  34 06 03.     (N)    109 14 34.     (W)     SCALED    
 ER0194* NAVD 88     -      2197.941  (meters)    7211.08   (feet)  ADJUSTED  
 ER0194  ___________________________________________________________________
 ER0194  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ER0194  DYNAMIC HT  -        2194.471 (meters)    7199.69  (feet)  COMP
 ER0194  MODELED GRAV-     978,978.5   (mgal)                       NAVD 88
 ER0194
 ER0194  VERT ORDER  -  FIRST     CLASS II
 ER0194
 ER0194.The horizontal coordinates were scaled from a topographic map and have
 ER0194.an estimated accuracy of +/- 6 seconds.
 ER0194
 ER0194.The orthometric height was determined by differential leveling
 ER0194.and adjusted in June 1991.
 ER0194.WARNING-Repeat measurements at this control monument indicate possible
 ER0194.vertical movement.
 ER0194
 ER0194.The geoid height was determined by GEOID03.
 ER0194
 ER0194.The dynamic height is computed by dividing the NAVD 88
 ER0194.geopotential number by the normal gravity value computed on the
 ER0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0194.degrees latitude (g = 980.6199 gals.).
 ER0194
 ER0194.The modeled gravity was interpolated from observed gravity values.
 ER0194
 ER0194;                    North         East    Units  Estimated Accuracy
 ER0194;SPC AZ E     -   344,220.      298,610.      MT  (+/- 180 meters Scaled)
 ER0194
 ER0194                          SUPERSEDED SURVEY CONTROL
 ER0194
 ER0194  NGVD 29 (??/??/92) 2196.909  (m)         7207.69   (f) ADJ UNCH    1 2
 ER0194
 ER0194.Superseded values are not recommended for survey control.
 ER0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0194.See file dsdata.txt to determine how the superseded data were derived.
 ER0194
 ER0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC620747(NAD 83)
 ER0194_MARKER: DB = BENCH MARK DISK
 ER0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0194_STAMPING: Q 41 1934
 ER0194_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0194+STABILITY: SURFACE MOTION
 ER0194
 ER0194  HISTORY     - Date     Condition        Report By
 ER0194  HISTORY     - 1934     MONUMENTED       CGS
 ER0194  HISTORY     - 1980     GOOD             NGS
 ER0194
 ER0194                          STATION DESCRIPTION
 ER0194
 ER0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0194'3.1 MI SE FROM EAGAR.
 ER0194'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 AND 666 FROM EAGAR, APACHE
 ER0194'COUNTY, 0.2 MILE NORTH OF A BRIDGE OVER A WASH, 37 FEET WEST OF THE
 ER0194'CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF A FENCE LINE.  A
 ER0194'STANDARD DISK, STAMPED Q 41 1934 AND SET IN THE TOP OF A CONCRETE
 ER0194'POST.
 ER0194
 ER0194                          STATION RECOVERY (1980)
 ER0194
 ER0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0194'4.2 KM (2.6 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0194'FROM THE POST OFFICE IN EAGAR, THENCE 1.1 KM (0.7 MI)
 ER0194'SOUTHEAST ALONG U.S. HIGHWAY 180, 0.6 KM (0.35 MI)
 ER0194'SOUTHEAST OF MILE POST 403, 17.4 METERS (57.0 FT) SOUTHEAST OF A
 ER0194'DRIVEWAY LEADING WEST, 11.3 METERS (37.0 FT) SOUTHWEST OF THE
 ER0194'CENTERLINE OF THE HIGHWAY AND 9.1 METERS (30.0 FT) SOUTHEAST OF POWER
 ER0194'POLE NUMBER 2 62.
 ER0194'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 ER0194'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0350 ***********************************************************************
 ER0350  DESIGNATION -  Q 410
 ER0350  PID         -  ER0350
 ER0350  STATE/COUNTY-  AZ/APACHE
 ER0350  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0350
 ER0350                         *CURRENT SURVEY CONTROL
 ER0350  ___________________________________________________________________
 ER0350* NAD 83(1986)-  34 02 01.     (N)    109 39 43.     (W)     SCALED    
 ER0350* NAVD 88     -      2536.283  (meters)    8321.12   (feet)  ADJUSTED  
 ER0350  ___________________________________________________________________
 ER0350  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 ER0350  DYNAMIC HT  -        2532.164 (meters)    8307.61  (feet)  COMP
 ER0350  MODELED GRAV-     978,919.7   (mgal)                       NAVD 88
 ER0350
 ER0350  VERT ORDER  -  FIRST     CLASS II
 ER0350
 ER0350.The horizontal coordinates were scaled from a topographic map and have
 ER0350.an estimated accuracy of +/- 6 seconds.
 ER0350
 ER0350.The orthometric height was determined by differential leveling
 ER0350.and adjusted in June 1991.
 ER0350
 ER0350.The geoid height was determined by GEOID03.
 ER0350
 ER0350.The dynamic height is computed by dividing the NAVD 88
 ER0350.geopotential number by the normal gravity value computed on the
 ER0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0350.degrees latitude (g = 980.6199 gals.).
 ER0350
 ER0350.The modeled gravity was interpolated from observed gravity values.
 ER0350
 ER0350;                    North         East    Units  Estimated Accuracy
 ER0350;SPC AZ E     -   336,500.      259,970.      MT  (+/- 180 meters Scaled)
 ER0350
 ER0350                          SUPERSEDED SURVEY CONTROL
 ER0350
 ER0350.No superseded survey control is available for this station.
 ER0350
 ER0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC235666(NAD 83)
 ER0350_MARKER: I = METAL ROD
 ER0350_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0350+WITH SETTING: INFORMATION.
 ER0350_SP_SET: SHALLOW SET METAL ROD
 ER0350_STAMPING: Q 410 1980
 ER0350_PROJECTION: FLUSH
 ER0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0350_ROD/PIPE-DEPTH: 0.9  meters
 ER0350
 ER0350  HISTORY     - Date     Condition        Report By
 ER0350  HISTORY     - 1980     MONUMENTED       NGS
 ER0350
 ER0350                          STATION DESCRIPTION
 ER0350
 ER0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0350'19.7 KM EAST FROM MCNARY.
 ER0350'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0350'OFFICE IN MCNARY, THENCE 19.6 KM (12.15 MI) EAST ALONG
 ER0350'STATE HIGHWAY 260, 0.4 KM (0.25 MI) WEST OF MILE POST 373,
 ER0350'29.4 METERS (96.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 ER0350'HIGHWAY AND 0.4 METERS (1.3 FT) SOUTH-SOUTHWEST OF A FENCE, NOTE=
 ER0350'REFUSAL WAS REACHED AT 0.9 METERS (3.0 FT).  ACCESS TO THE
 ER0350'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0350'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ER0350'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0352 ***********************************************************************
 ER0352  DESIGNATION -  Q 411
 ER0352  PID         -  ER0352
 ER0352  STATE/COUNTY-  AZ/APACHE
 ER0352  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0352
 ER0352                         *CURRENT SURVEY CONTROL
 ER0352  ___________________________________________________________________
 ER0352* NAD 83(1986)-  34 01 31.     (N)    109 38 14.     (W)     SCALED    
 ER0352* NAVD 88     -      2658.383  (meters)    8721.71   (feet)  ADJUSTED  
 ER0352  ___________________________________________________________________
 ER0352  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ER0352  DYNAMIC HT  -        2654.008 (meters)    8707.36  (feet)  COMP
 ER0352  MODELED GRAV-     978,893.5   (mgal)                       NAVD 88
 ER0352
 ER0352  VERT ORDER  -  FIRST     CLASS II
 ER0352
 ER0352.The horizontal coordinates were scaled from a topographic map and have
 ER0352.an estimated accuracy of +/- 6 seconds.
 ER0352
 ER0352.The orthometric height was determined by differential leveling
 ER0352.and adjusted in June 1991.
 ER0352
 ER0352.The geoid height was determined by GEOID03.
 ER0352
 ER0352.The dynamic height is computed by dividing the NAVD 88
 ER0352.geopotential number by the normal gravity value computed on the
 ER0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0352.degrees latitude (g = 980.6199 gals.).
 ER0352
 ER0352.The modeled gravity was interpolated from observed gravity values.
 ER0352
 ER0352;                    North         East    Units  Estimated Accuracy
 ER0352;SPC AZ E     -   335,580.      262,250.      MT  (+/- 180 meters Scaled)
 ER0352
 ER0352                          SUPERSEDED SURVEY CONTROL
 ER0352
 ER0352.No superseded survey control is available for this station.
 ER0352
 ER0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC258657(NAD 83)
 ER0352_MARKER: DB = BENCH MARK DISK
 ER0352_SETTING: 66 = SET IN ROCK OUTCROP
 ER0352_SP_SET: ROCK OUTCROP
 ER0352_STAMPING: Q 411 1980
 ER0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0352+STABILITY: POSITION/ELEVATION WELL
 ER0352
 ER0352  HISTORY     - Date     Condition        Report By
 ER0352  HISTORY     - 1980     MONUMENTED       NGS
 ER0352  HISTORY     - 20050729 GOOD             USPSQD
 ER0352
 ER0352                          STATION DESCRIPTION
 ER0352
 ER0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0352'22.6 KM EAST FROM MCNARY.
 ER0352'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0352'OFFICE IN MCNARY, THENCE 22.5 KM (13.95 MI) EAST ALONG
 ER0352'STATE HIGHWAY 260, IN TOP OF A 246.0 FT STRIP OF ROCK
 ER0352'OUTCROP OF A CUT BANK, 63.1 METERS (207.0 FT) EAST OF A DIRT ROAD
 ER0352'LEADING SOUTHEAST TO GAME MANAGEMENT UNIT 25B, 24.0 METERS (78.6 FT)
 ER0352'NORTHWEST OF A FENCE, 7.6 METERS (24.9 FT) SOUTHEAST OF THE
 ER0352'CENTERLINE OF THE HIGHWAY.
 ER0352'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ER0352'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ER0352
 ER0352                          STATION RECOVERY (2005)
 ER0352
 ER0352'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0352'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1030 ***********************************************************************
 DV1030  DESIGNATION -  Q 413 45
 DV1030  PID         -  DV1030
 DV1030  STATE/COUNTY-  AZ/MARICOPA
 DV1030  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1030
 DV1030                         *CURRENT SURVEY CONTROL
 DV1030  ___________________________________________________________________
 DV1030* NAD 83(1986)-  33 33 14.     (N)    113 14 49.     (W)     SCALED    
 DV1030* NAVD 88     -       399.92   (+/-2cm)    1312.1    (feet)  VERTCON   
 DV1030  ___________________________________________________________________
 DV1030  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV1030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1030
 DV1030.The horizontal coordinates were scaled from a topographic map and have
 DV1030.an estimated accuracy of +/- 6 seconds.
 DV1030
 DV1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1030.The vertical order pertains to the NGVD 29 superseded value.
 DV1030
 DV1030.The geoid height was determined by GEOID03.
 DV1030
 DV1030;                    North         East    Units  Estimated Accuracy
 DV1030;SPC AZ C     -   283,970.       89,830.      MT  (+/- 180 meters Scaled)
 DV1030
 DV1030                          SUPERSEDED SURVEY CONTROL
 DV1030
 DV1030  NGVD 29 (??/??/92)  399.331  (m)         1310.14   (f) ADJ UNCH    2 0
 DV1030
 DV1030.Superseded values are not recommended for survey control.
 DV1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1030.See file dsdata.txt to determine how the superseded data were derived.
 DV1030
 DV1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC914149(NAD 83)
 DV1030_MARKER: DB = BENCH MARK DISK
 DV1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1030_STAMPING: Q 413 45 1962
 DV1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1030+STABILITY: SURFACE MOTION
 DV1030
 DV1030  HISTORY     - Date     Condition        Report By
 DV1030  HISTORY     - 1962     MONUMENTED       CGS
 DV1030
 DV1030                          STATION DESCRIPTION
 DV1030
 DV1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1030'28.7 MI SE FROM SALOME.
 DV1030'22.6 MILES SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1030'SALOME TO THE JUNCTION OF A BLADED ROAD NORTH TO AGUILA, AND A NARROW
 DV1030'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1030'BLADED ROAD, THENCE 2.9 MILES EAST-SOUTHEAST ALONG A BLADED TRACK
 DV1030'WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV1030'10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1030'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1019 ***********************************************************************
 DU1019  DESIGNATION -  Q 414
 DU1019  PID         -  DU1019
 DU1019  STATE/COUNTY-  AZ/PINAL
 DU1019  USGS QUAD   -  GILA BUTTE (1981)
 DU1019
 DU1019                         *CURRENT SURVEY CONTROL
 DU1019  ___________________________________________________________________
 DU1019* NAD 83(1986)-  33 07 56.     (N)    111 51 09.     (W)     SCALED    
 DU1019* NAVD 88     -       367.83   (+/-2cm)    1206.8    (feet)  VERTCON   
 DU1019  ___________________________________________________________________
 DU1019  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU1019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1019
 DU1019.The horizontal coordinates were scaled from a topographic map and have
 DU1019.an estimated accuracy of +/- 6 seconds.
 DU1019
 DU1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1019.The vertical order pertains to the NGVD 29 superseded value.
 DU1019
 DU1019.The geoid height was determined by GEOID03.
 DU1019
 DU1019;                    North         East    Units  Estimated Accuracy
 DU1019;SPC AZ C     -   236,420.      219,350.      MT  (+/- 180 meters Scaled)
 DU1019
 DU1019                          SUPERSEDED SURVEY CONTROL
 DU1019
 DU1019  NGVD 29 (??/??/92)  367.352  (m)         1205.22   (f) ADJ UNCH    2 0
 DU1019
 DU1019.Superseded values are not recommended for survey control.
 DU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1019.See file dsdata.txt to determine how the superseded data were derived.
 DU1019
 DU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB204662(NAD 83)
 DU1019_MARKER: DB = BENCH MARK DISK
 DU1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1019_STAMPING: Q 414 1962
 DU1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1019+STABILITY: SURFACE MOTION
 DU1019
 DU1019  HISTORY     - Date     Condition        Report By
 DU1019  HISTORY     - 1962     MONUMENTED       CGS
 DU1019
 DU1019                          STATION DESCRIPTION
 DU1019
 DU1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1019'4.3 MI NE FROM CASA BLANCA.
 DU1019'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1019'SCHOOL, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 93, THENCE 0.7 MILE
 DU1019'WEST ALONG A GRAVEL ROAD, AT THE CROSSING OF PROPOSED INTERSTATE
 DU1019'HIGHWAY 10, AND IN THE CENTER OF THE MEDIAN STRIP, 24 FEET NORTH OF
 DU1019'THE CENTER OF THE ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 DU1019'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DU1019'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1020 ***********************************************************************
 DU1020  DESIGNATION -  Q 414 RESET
 DU1020  PID         -  DU1020
 DU1020  STATE/COUNTY-  AZ/PINAL
 DU1020  USGS QUAD   -  GILA BUTTE (1981)
 DU1020
 DU1020                         *CURRENT SURVEY CONTROL
 DU1020  ___________________________________________________________________
 DU1020* NAD 83(1986)-  33 07 55.     (N)    111 51 09.     (W)     SCALED    
 DU1020* NAVD 88     -       367.64   (+/-2cm)    1206.2    (feet)  VERTCON   
 DU1020  ___________________________________________________________________
 DU1020  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU1020  VERT ORDER  -  THIRD (See Below)
 DU1020
 DU1020.The horizontal coordinates were scaled from a topographic map and have
 DU1020.an estimated accuracy of +/- 6 seconds.
 DU1020
 DU1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1020.The vertical order pertains to the NGVD 29 superseded value.
 DU1020
 DU1020.The geoid height was determined by GEOID03.
 DU1020
 DU1020;                    North         East    Units  Estimated Accuracy
 DU1020;SPC AZ C     -   236,390.      219,350.      MT  (+/- 180 meters Scaled)
 DU1020
 DU1020                          SUPERSEDED SURVEY CONTROL
 DU1020
 DU1020  NGVD 29 (03/28/06)  367.17   (m)         1204.6    (f) RESET       3  
 DU1020
 DU1020.Superseded values are not recommended for survey control.
 DU1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1020.See file dsdata.txt to determine how the superseded data were derived.
 DU1020
 DU1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB204662(NAD 83)
 DU1020_MARKER: DB = BENCH MARK DISK
 DU1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1020_STAMPING: Q 414 RESET 1975
 DU1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1020+STABILITY: SURFACE MOTION
 DU1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1020+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2007
 DU1020
 DU1020  HISTORY     - Date     Condition        Report By
 DU1020  HISTORY     - 1975     MONUMENTED       AZHD
 DU1020  HISTORY     - 20070314 GOOD             GEOCAC
 DU1020
 DU1020                          STATION DESCRIPTION
 DU1020
 DU1020'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1975
 DU1020'4.3 MI NE FROM CASA BLANCA.
 DU1020'FROM MILEPOST 175, I-10, WEST ON THE INTERSTATE FOR 0.3 MILES AND TO
 DU1020'THE STATION ON THE LEFT.  1.5 FT. WEST OF THE EAST R/W FENCE LINE. 300
 DU1020'FT. SOUTH OF NELSON ROAD. MARKED BY A P AND M SURVEY SIGN.
 DU1020
 DU1020                          STATION RECOVERY (2007)
 DU1020
 DU1020'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0853 ***********************************************************************
 DV0853  DESIGNATION -  Q 415 65
 DV0853  PID         -  DV0853
 DV0853  STATE/COUNTY-  AZ/MARICOPA
 DV0853  USGS QUAD   -  TONOPAH (1984)
 DV0853
 DV0853                         *CURRENT SURVEY CONTROL
 DV0853  ___________________________________________________________________
 DV0853* NAD 83(1986)-  33 29 23.     (N)    112 54 10.     (W)     SCALED    
 DV0853* NAVD 88     -       335.41   (+/-2cm)    1100.4    (feet)  VERTCON   
 DV0853  ___________________________________________________________________
 DV0853  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0853
 DV0853.The horizontal coordinates were scaled from a topographic map and have
 DV0853.an estimated accuracy of +/- 6 seconds.
 DV0853
 DV0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0853.The vertical order pertains to the NGVD 29 superseded value.
 DV0853
 DV0853.The geoid height was determined by GEOID03.
 DV0853
 DV0853;                    North         East    Units  Estimated Accuracy
 DV0853;SPC AZ C     -   276,500.      121,730.      MT  (+/- 180 meters Scaled)
 DV0853
 DV0853                          SUPERSEDED SURVEY CONTROL
 DV0853
 DV0853  NGVD 29 (??/??/92)  334.785  (m)         1098.37   (f) ADJ UNCH    2 0
 DV0853
 DV0853.Superseded values are not recommended for survey control.
 DV0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0853.See file dsdata.txt to determine how the superseded data were derived.
 DV0853
 DV0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC232072(NAD 83)
 DV0853_MARKER: DB = BENCH MARK DISK
 DV0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0853_STAMPING: Q 415 65 1962
 DV0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0853+STABILITY: SURFACE MOTION
 DV0853
 DV0853  HISTORY     - Date     Condition        Report By
 DV0853  HISTORY     - 1962     MONUMENTED       CGS
 DV0853
 DV0853                          STATION DESCRIPTION
 DV0853
 DV0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0853'2.45 MI SE FROM TONOPAH.
 DV0853'2.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0853'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.05 MILE SOUTHWEST
 DV0853'ALONG A TRACK ROAD, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV0853'INTERSTATE HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, AND
 DV0853'SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1403 ***********************************************************************
 CZ1403  DESIGNATION -  Q 416
 CZ1403  PID         -  CZ1403
 CZ1403  STATE/COUNTY-  AZ/PINAL
 CZ1403  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1403
 CZ1403                         *CURRENT SURVEY CONTROL
 CZ1403  ___________________________________________________________________
 CZ1403* NAD 83(1986)-  32 51 02.     (N)    111 41 17.     (W)     SCALED    
 CZ1403* NAVD 88     -       440.42   (+/-2cm)    1444.9    (feet)  VERTCON   
 CZ1403  ___________________________________________________________________
 CZ1403  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1403
 CZ1403.The horizontal coordinates were scaled from a topographic map and have
 CZ1403.an estimated accuracy of +/- 6 seconds.
 CZ1403
 CZ1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1403.The vertical order pertains to the NGVD 29 superseded value.
 CZ1403
 CZ1403.The geoid height was determined by GEOID03.
 CZ1403
 CZ1403;                    North         East    Units  Estimated Accuracy
 CZ1403;SPC AZ C     -   205,200.      234,760.      MT  (+/- 180 meters Scaled)
 CZ1403
 CZ1403                          SUPERSEDED SURVEY CONTROL
 CZ1403
 CZ1403  NGVD 29 (??/??/92)  439.93   (m)         1443.3    (f) COMPUTED    2 0
 CZ1403
 CZ1403.Superseded values are not recommended for survey control.
 CZ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1403.See file dsdata.txt to determine how the superseded data were derived.
 CZ1403
 CZ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB356349(NAD 83)
 CZ1403_MARKER: DB = BENCH MARK DISK
 CZ1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1403_STAMPING: Q 416 1962
 CZ1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1403+STABILITY: SURFACE MOTION
 CZ1403
 CZ1403  HISTORY     - Date     Condition        Report By
 CZ1403  HISTORY     - 1962     MONUMENTED       CGS
 CZ1403  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1403
 CZ1403                          STATION DESCRIPTION
 CZ1403
 CZ1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1403'5.9 MI SE FROM CASA GRANDE.
 CZ1403'4.85 MILES SOUTHEAST ALONG STATE HIGHWAY 93 AND 84 FROM THE POST
 CZ1403'OFFICE AT CASA GRANDE, THENCE 1.05 MILES NORTH ALONG A ROAD ALONG AN
 CZ1403'IRRIGATION CANAL, AT THE JUNCTION OF AN EAST-WEST OILED ROAD, 30.7
 CZ1403'FEET NORTH OF THE CENTER OF THE OILED ROAD, 23.5 FEET NORTHEAST OF THE
 CZ1403'NORTHEAST CORNER OF A BRIDGE, 3.0 FEET SOUTH OF A METAL WITNESS POST,
 CZ1403'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CZ1403
 CZ1403                          STATION RECOVERY (2007)
 CZ1403
 CZ1403'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1403'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1404 ***********************************************************************
 CZ1404  DESIGNATION -  Q 416 RESET
 CZ1404  PID         -  CZ1404
 CZ1404  STATE/COUNTY-  AZ/PINAL
 CZ1404  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1404
 CZ1404                         *CURRENT SURVEY CONTROL
 CZ1404  ___________________________________________________________________
 CZ1404* NAD 83(1986)-  32 52 29.     (N)    111 45 01.     (W)     SCALED    
 CZ1404* NAVD 88     -       440.82   (+/-2cm)    1446.3    (feet)  VERTCON   
 CZ1404  ___________________________________________________________________
 CZ1404  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1404  VERT ORDER  -  THIRD (See Below)
 CZ1404
 CZ1404.The horizontal coordinates were scaled from a topographic map and have
 CZ1404.an estimated accuracy of +/- 6 seconds.
 CZ1404
 CZ1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1404.The vertical order pertains to the NGVD 29 superseded value.
 CZ1404
 CZ1404.The geoid height was determined by GEOID03.
 CZ1404
 CZ1404;                    North         East    Units  Estimated Accuracy
 CZ1404;SPC AZ C     -   207,870.      228,930.      MT  (+/- 180 meters Scaled)
 CZ1404
 CZ1404                          SUPERSEDED SURVEY CONTROL
 CZ1404
 CZ1404  NGVD 29 (??/??/??)  440.23   (m)         1444.3    (f) RESET       3  
 CZ1404
 CZ1404.Superseded values are not recommended for survey control.
 CZ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1404.See file dsdata.txt to determine how the superseded data were derived.
 CZ1404
 CZ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB298376(NAD 83)
 CZ1404_MARKER: DB = BENCH MARK DISK
 CZ1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1404_SP_SET: CULVERT
 CZ1404_STAMPING: Q 416 RESET 1966 1962
 CZ1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1404+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1404
 CZ1404  HISTORY     - Date     Condition        Report By
 CZ1404  HISTORY     - 1966     MONUMENTED       CGS
 CZ1404  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1404
 CZ1404                          STATION DESCRIPTION
 CZ1404
 CZ1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CZ1404'4.85 MI SE FROM CASA GRANDE.
 CZ1404'4.85 MILES SOUTHEAST ALONG STATE HIGHWAYS 93 AND 84 FROM THE POST
 CZ1404'OFFICE IN CASA GRANDE, THENCE 1.10 MILES NORTH TO THE CEMENT BOXES
 CZ1404'CARRYING THE EAST-WEST DRAINAGE, SET IN THE TOP OF THE CENTER OF THE
 CZ1404'WEST HEADWALL OF CULVERT UNDER WEST ACCESS ROAD.
 CZ1404
 CZ1404                          STATION RECOVERY (2007)
 CZ1404
 CZ1404'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1404'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE SETTING MIGHT BE MORE
 CZ1404'ACCURATELY DESCRIBED AS A BRIDGE, RATHER THAN A CULVERT. ADDITIONALLY
 CZ1404'THE LISTED CO-ORDINATES ARE OFF BY MORE THAN A MILE. THE WAAS ENABLED
 CZ1404'HANDHELD CO-ORDINATES I OBTAINED AT THE SITE ARE N32 51.001, W111
 CZ1404'41.265.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1484 ***********************************************************************
 CZ1484  DESIGNATION -  Q 418
 CZ1484  PID         -  CZ1484
 CZ1484  STATE/COUNTY-  AZ/COCHISE
 CZ1484  USGS QUAD   -  DRAGOON (1995)
 CZ1484
 CZ1484                         *CURRENT SURVEY CONTROL
 CZ1484  ___________________________________________________________________
 CZ1484* NAD 83(1986)-  32 03 25.     (N)    110 04 50.     (W)     SCALED    
 CZ1484* NAVD 88     -      1493.058  (meters)    4898.47   (feet)  ADJUSTED  
 CZ1484  ___________________________________________________________________
 CZ1484  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CZ1484  DYNAMIC HT  -        1490.754 (meters)    4890.92  (feet)  COMP
 CZ1484  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 CZ1484  OBS GRAVITY -     979,041.3   (mgal)                       GRAV_OBS
 CZ1484
 CZ1484  VERT ORDER  -  FIRST     CLASS II
 CZ1484
 CZ1484.The horizontal coordinates were scaled from a topographic map and have
 CZ1484.an estimated accuracy of +/- 6 seconds.
 CZ1484
 CZ1484.The orthometric height was determined by differential leveling
 CZ1484.and adjusted in June 1991.
 CZ1484
 CZ1484.The geoid height was determined by GEOID03.
 CZ1484
 CZ1484.The dynamic height is computed by dividing the NAVD 88
 CZ1484.geopotential number by the normal gravity value computed on the
 CZ1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1484.degrees latitude (g = 980.6199 gals.).
 CZ1484
 CZ1484.The modeled gravity was interpolated from observed gravity values.
 CZ1484.The observed gravity was obtained from relative gravimeter ties
 CZ1484.to the IGSN71 gravity network.
 CZ1484
 CZ1484;                    North         East    Units  Estimated Accuracy
 CZ1484;SPC AZ E     -   117,180.      221,490.      MT  (+/- 180 meters Scaled)
 CZ1484
 CZ1484                          SUPERSEDED SURVEY CONTROL
 CZ1484
 CZ1484.No superseded survey control is available for this station.
 CZ1484
 CZ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA867471(NAD 83)
 CZ1484_MARKER: DB = BENCH MARK DISK
 CZ1484_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1484_SP_SET: ROCK OUTCROP
 CZ1484_STAMPING: Q 418 1979
 CZ1484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1484+STABILITY: POSITION/ELEVATION WELL
 CZ1484
 CZ1484  HISTORY     - Date     Condition        Report By
 CZ1484  HISTORY     - 1979     MONUMENTED       NGS
 CZ1484
 CZ1484                          STATION DESCRIPTION
 CZ1484
 CZ1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1484'25.4 KM NE FROM BENSON.
 CZ1484'25.4 KILOMETERS (15.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1484'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT TEXAS CANYON, 0.6
 CZ1484'KILOMETER (0.4 MILE) SOUTHWEST OF A REST AREA, IN TOP OF A 3.6- BY
 CZ1484'5.5-METER GRANITE OUTCROP PROJECTING 1.2 METERS (4 FEET) ABOVE THE
 CZ1484'GROUND, 28.4 METERS (93 FEET) NORTHWEST OF THE CENTERLINE OF THE
 CZ1484'WESTBOUND LANES, 18.6 METERS (61 FEET) NORTH OF THE NORTHEAST END OF
 CZ1484'A 0.8-METER PIPE CULVERT, 3.3 METERS (11 FEET) EAST OF THE NORTHWEST
 CZ1484'RIGHT-OF-WAY FENCE CROSSING A SMALL DRAINAGE RAVINE AND 2.8 METERS
 CZ1484'(9.3 FEET) SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 CZ1484'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CZ1484'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0860 ***********************************************************************
 CG0860  DESIGNATION -  Q 419
 CG0860  PID         -  CG0860
 CG0860  STATE/COUNTY-  AZ/PIMA
 CG0860  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0860
 CG0860                         *CURRENT SURVEY CONTROL
 CG0860  ___________________________________________________________________
 CG0860* NAD 83(1986)-  31 49 29.     (N)    111 00 10.     (W)     SCALED    
 CG0860* NAVD 88     -       895.397  (meters)    2937.65   (feet)  ADJUSTED  
 CG0860  ___________________________________________________________________
 CG0860  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0860  DYNAMIC HT  -         894.088 (meters)    2933.35  (feet)  COMP
 CG0860  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 CG0860
 CG0860  VERT ORDER  -  FIRST     CLASS II
 CG0860
 CG0860.The horizontal coordinates were scaled from a topographic map and have
 CG0860.an estimated accuracy of +/- 6 seconds.
 CG0860
 CG0860.The orthometric height was determined by differential leveling
 CG0860.and adjusted in June 1991.
 CG0860
 CG0860.The geoid height was determined by GEOID03.
 CG0860
 CG0860.The dynamic height is computed by dividing the NAVD 88
 CG0860.geopotential number by the normal gravity value computed on the
 CG0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0860.degrees latitude (g = 980.6199 gals.).
 CG0860
 CG0860.The modeled gravity was interpolated from observed gravity values.
 CG0860
 CG0860;                    North         East    Units  Estimated Accuracy
 CG0860;SPC AZ C     -    91,800.      299,870.      MT  (+/- 180 meters Scaled)
 CG0860
 CG0860                          SUPERSEDED SURVEY CONTROL
 CG0860
 CG0860.No superseded survey control is available for this station.
 CG0860
 CG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA997210(NAD 83)
 CG0860_MARKER: DB = BENCH MARK DISK
 CG0860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0860_SP_SET: STAINLESS STEEL ROD
 CG0860_STAMPING: Q 419 1980
 CG0860_PROJECTION: RECESSED 3 CENTIMETERS
 CG0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0860_ROD/PIPE-DEPTH: 3.1  meters
 CG0860
 CG0860  HISTORY     - Date     Condition        Report By
 CG0860  HISTORY     - 1980     MONUMENTED       NGS
 CG0860  HISTORY     - 20020407 GOOD             USPSQD
 CG0860
 CG0860                          STATION DESCRIPTION
 CG0860
 CG0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0860'3.0 KM SOUTH FROM CONTINENTAL.
 CG0860'3.0 KILOMETERS (1.9 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0860'FROM THE CONTINENTAL ROAD UNDERPASS AT CONTINENTAL, MIDWAY
 CG0860'BETWEEN KILOMETER POSTS 60 AND 61, 0.2 KILOMETER (0.1 MILE)
 CG0860'SOUTH OF THE T-JUNCTION OF THE WEST FRONTAGE ROAD AND
 CG0860'CAMINO ENCANTO ROAD, 17.1 METERS (56.1 FEET) WEST OF THE
 CG0860'CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE, 7.3 METERS (24.0
 CG0860'FEET) EAST OF THE WEST FRONTAGE ROAD, 4.2 METERS (13.8 FEET)
 CG0860'WEST OF THE WEST EDGE OF A CONCRETE APRON FOR A GRATE DRAIN, 6.1 METER
 CG0860'(20.0 FEET) SOUTH OF A BRACED ANGLE IRON FENCE POST, 0.3 METER
 CG0860'(1.0 FEET) EAST OF A FENCE, ABOUT 1 METER BELOW THE WEST
 CG0860'FRONTAGE ROAD. ROD DRIVEN TO REFUSAL AT 3.1 METERS
 CG0860'(9.0 FEET)
 CG0860'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CG0860
 CG0860                          STATION RECOVERY (2002)
 CG0860
 CG0860'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0210 ***********************************************************************
 CF0210  DESIGNATION -  Q 420
 CF0210  PID         -  CF0210
 CF0210  STATE/COUNTY-  AZ/COCHISE
 CF0210  USGS QUAD   -  SULPHUR HILLS (1986)
 CF0210
 CF0210                         *CURRENT SURVEY CONTROL
 CF0210  ___________________________________________________________________
 CF0210* NAD 83(1986)-  31 53 44.     (N)    109 41 52.     (W)     SCALED    
 CF0210* NAVD 88     -      1317.022  (meters)    4320.93   (feet)  ADJUSTED  
 CF0210  ___________________________________________________________________
 CF0210  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CF0210  DYNAMIC HT  -        1315.003 (meters)    4314.31  (feet)  COMP
 CF0210  MODELED GRAV-     979,060.6   (mgal)                       NAVD 88
 CF0210
 CF0210  VERT ORDER  -  FIRST     CLASS II
 CF0210
 CF0210.The horizontal coordinates were scaled from a topographic map and have
 CF0210.an estimated accuracy of +/- 6 seconds.
 CF0210
 CF0210.The orthometric height was determined by differential leveling
 CF0210.and adjusted in June 1991.
 CF0210
 CF0210.The geoid height was determined by GEOID03.
 CF0210
 CF0210.The dynamic height is computed by dividing the NAVD 88
 CF0210.geopotential number by the normal gravity value computed on the
 CF0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0210.degrees latitude (g = 980.6199 gals.).
 CF0210
 CF0210.The modeled gravity was interpolated from observed gravity values.
 CF0210
 CF0210;                    North         East    Units  Estimated Accuracy
 CF0210;SPC AZ E     -    99,380.      257,710.      MT  (+/- 180 meters Scaled)
 CF0210
 CF0210                          SUPERSEDED SURVEY CONTROL
 CF0210
 CF0210.No superseded survey control is available for this station.
 CF0210
 CF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA231295(NAD 83)
 CF0210_MARKER: DB = BENCH MARK DISK
 CF0210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0210_SP_SET: STAINLESS STEEL ROD
 CF0210_STAMPING: Q 420 1980
 CF0210_PROJECTION: FLUSH
 CF0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0210_ROD/PIPE-DEPTH: 2.4  meters
 CF0210
 CF0210  HISTORY     - Date     Condition        Report By
 CF0210  HISTORY     - 1980     MONUMENTED       NGS
 CF0210
 CF0210                          STATION DESCRIPTION
 CF0210
 CF0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0210'14.4 KM SE FROM PEARCE.
 CF0210'14.4 KILOMETERS (9.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0210'FROM THE POST OFFICE IN PEARCE, 1.4 KILOMETERS (0.9 MILE)
 CF0210'NORTHWEST OF THE JUNCTION WITH STATE HIGHWAY 181, 0.1 KILOMETER
 CF0210'(0.05 MILE) NORTHWEST OF HIGHWAY MILEPOST 39, 15.2 METERS
 CF0210'(50 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.5
 CF0210'METERS (24.5 FEET) SOUTHEAST OF THE CENTER OF A PRIVATE ROAD
 CF0210'LEADING NORTH OVER A CATTLE GUARD, 0.3 METER (1 FOOT)
 CF0210'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CF0210'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CF0210'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0238 ***********************************************************************
 CF0238  DESIGNATION -  Q 421
 CF0238  PID         -  CF0238
 CF0238  STATE/COUNTY-  AZ/COCHISE
 CF0238  USGS QUAD   -  MC NEAL (1986)
 CF0238
 CF0238                         *CURRENT SURVEY CONTROL
 CF0238  ___________________________________________________________________
 CF0238* NAD 83(1986)-  31 30 42.     (N)    109 38 26.     (W)     SCALED    
 CF0238* NAVD 88     -      1260.323  (meters)    4134.91   (feet)  ADJUSTED  
 CF0238  ___________________________________________________________________
 CF0238  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0238  DYNAMIC HT  -        1258.361 (meters)    4128.47  (feet)  COMP
 CF0238  MODELED GRAV-     979,039.4   (mgal)                       NAVD 88
 CF0238
 CF0238  VERT ORDER  -  FIRST     CLASS II
 CF0238
 CF0238.The horizontal coordinates were scaled from a topographic map and have
 CF0238.an estimated accuracy of +/- 6 seconds.
 CF0238
 CF0238.The orthometric height was determined by differential leveling
 CF0238.and adjusted in June 1991.
 CF0238
 CF0238.The geoid height was determined by GEOID03.
 CF0238
 CF0238.The dynamic height is computed by dividing the NAVD 88
 CF0238.geopotential number by the normal gravity value computed on the
 CF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0238.degrees latitude (g = 980.6199 gals.).
 CF0238
 CF0238.The modeled gravity was interpolated from observed gravity values.
 CF0238
 CF0238;                    North         East    Units  Estimated Accuracy
 CF0238;SPC AZ E     -    56,850.      263,330.      MT  (+/- 180 meters Scaled)
 CF0238
 CF0238                          SUPERSEDED SURVEY CONTROL
 CF0238
 CF0238.No superseded survey control is available for this station.
 CF0238
 CF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV290871(NAD 83)
 CF0238_MARKER: DB = BENCH MARK DISK
 CF0238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0238_SP_SET: STAINLESS STEEL ROD
 CF0238_STAMPING: Q 421 1980
 CF0238_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0238_ROD/PIPE-DEPTH: 3.0  meters
 CF0238
 CF0238  HISTORY     - Date     Condition        Report By
 CF0238  HISTORY     - 1980     MONUMENTED       NGS
 CF0238
 CF0238                          STATION DESCRIPTION
 CF0238
 CF0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0238'10.5 KM SOUTH FROM MCNEAL.
 CF0238'10.5 KILOMETERS (6.55 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0238'THE POST OFFICE IN MCNEAL, 1.05 KILOMETERS (0.65 MILE) NORTH
 CF0238'OF A DIRT ROAD LEADING WEST TO THE F.C.C. BUILDING, 29.9 METERS
 CF0238'(98 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 25.5 METERS
 CF0238'(83.8 FEET) SOUTHWEST OF THE SOUTHWEST ONE OF FOUR METAL PIPES
 CF0238'UNDER THE HIGHWAY, 23.2 METERS (76 FEET) WEST OF HIGHWAY MILEPOST
 CF0238'12, 0.3 METER (1 FOOT) EAST OF THE RIGHT-OF-WAY FENCE.
 CF0238'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0238'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1416 ***********************************************************************
 CZ1416  DESIGNATION -  Q 423
 CZ1416  PID         -  CZ1416
 CZ1416  STATE/COUNTY-  AZ/PIMA
 CZ1416  USGS QUAD   -  TUCSON NORTH (1992)
 CZ1416
 CZ1416                         *CURRENT SURVEY CONTROL
 CZ1416  ___________________________________________________________________
 CZ1416* NAD 83(1986)-  32 15 38.     (N)    111 00 01.     (W)     SCALED    
 CZ1416* NAVD 88     -       704.415  (meters)    2311.07   (feet)  ADJUSTED  
 CZ1416  ___________________________________________________________________
 CZ1416  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1416  DYNAMIC HT  -         703.457 (meters)    2307.93  (feet)  COMP
 CZ1416  MODELED GRAV-     979,255.6   (mgal)                       NAVD 88
 CZ1416
 CZ1416  VERT ORDER  -  FIRST     CLASS II
 CZ1416
 CZ1416.The horizontal coordinates were scaled from a topographic map and have
 CZ1416.an estimated accuracy of +/- 6 seconds.
 CZ1416
 CZ1416.The orthometric height was determined by differential leveling
 CZ1416.and adjusted in June 1991.
 CZ1416
 CZ1416.The geoid height was determined by GEOID03.
 CZ1416
 CZ1416.The dynamic height is computed by dividing the NAVD 88
 CZ1416.geopotential number by the normal gravity value computed on the
 CZ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1416.degrees latitude (g = 980.6199 gals.).
 CZ1416
 CZ1416.The modeled gravity was interpolated from observed gravity values.
 CZ1416
 CZ1416;                    North         East    Units  Estimated Accuracy
 CZ1416;SPC AZ C     -   140,130.      299,700.      MT  (+/- 180 meters Scaled)
 CZ1416
 CZ1416                          SUPERSEDED SURVEY CONTROL
 CZ1416
 CZ1416.No superseded survey control is available for this station.
 CZ1416
 CZ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA999693(NAD 83)
 CZ1416_MARKER: DB = BENCH MARK DISK
 CZ1416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1416_SP_SET: PIER FOUNDATION
 CZ1416_STAMPING: Q 423 1980
 CZ1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1416
 CZ1416  HISTORY     - Date     Condition        Report By
 CZ1416  HISTORY     - 1980     MONUMENTED       NGS
 CZ1416  HISTORY     - 19960522 MARK NOT FOUND   USPSQD
 CZ1416  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1416
 CZ1416                          STATION DESCRIPTION
 CZ1416
 CZ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1416'5.3 KM NW FROM TUCSON.
 CZ1416'5.3 KILOMETERS (3.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1416'RAILROAD FROM THE STATION AT TUCSON, AT THE MIRACLE MILE OVERPASS,
 CZ1416'SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST RETAINING WALL AND
 CZ1416'FOOTING FOR THE SOUTHWEST ROW OF PIERS, 2.7 METERS (8.9 FEET)
 CZ1416'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 0.15 METER
 CZ1416'(0.5 FOOT) NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHWEST PIER
 CZ1416'AND 0.12 METER (0.4 FOOT) SOUTHEAST OF THE NORTHWEST END OF THE
 CZ1416'RETAINING WALL.
 CZ1416'THE MARK IS 2 M ABOVE THE RAILS.
 CZ1416
 CZ1416                          STATION RECOVERY (1996)
 CZ1416
 CZ1416'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1416'MARK NOT FOUND.
 CZ1416
 CZ1416                          STATION RECOVERY (2007)
 CZ1416
 CZ1416'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0004 ***********************************************************************
 DU0004  DESIGNATION -  Q 43
 DU0004  PID         -  DU0004
 DU0004  STATE/COUNTY-  AZ/GILA
 DU0004  USGS QUAD   -  CANYON DAY (1978)
 DU0004
 DU0004                         *CURRENT SURVEY CONTROL
 DU0004  ___________________________________________________________________
 DU0004* NAD 83(1986)-  33 47 53.     (N)    110 06 16.     (W)     SCALED    
 DU0004* NAVD 88     -      1619.001  (meters)    5311.67   (feet)  ADJUSTED  
 DU0004  ___________________________________________________________________
 DU0004  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 DU0004  DYNAMIC HT  -        1616.672 (meters)    5304.03  (feet)  COMP
 DU0004  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 DU0004
 DU0004  VERT ORDER  -  FIRST     CLASS II
 DU0004
 DU0004.The horizontal coordinates were scaled from a topographic map and have
 DU0004.an estimated accuracy of +/- 6 seconds.
 DU0004
 DU0004.The orthometric height was determined by differential leveling
 DU0004.and adjusted in June 1991.
 DU0004
 DU0004.The geoid height was determined by GEOID03.
 DU0004
 DU0004.The dynamic height is computed by dividing the NAVD 88
 DU0004.geopotential number by the normal gravity value computed on the
 DU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0004.degrees latitude (g = 980.6199 gals.).
 DU0004
 DU0004.The modeled gravity was interpolated from observed gravity values.
 DU0004
 DU0004;                    North         East    Units  Estimated Accuracy
 DU0004;SPC AZ E     -   310,260.      219,120.      MT  (+/- 180 meters Scaled)
 DU0004
 DU0004                          SUPERSEDED SURVEY CONTROL
 DU0004
 DU0004  NGVD 29 (??/??/92) 1618.310  (m)         5309.41   (f) ADJ UNCH    1 2
 DU0004
 DU0004.Superseded values are not recommended for survey control.
 DU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0004.See file dsdata.txt to determine how the superseded data were derived.
 DU0004
 DU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC828401(NAD 83)
 DU0004_MARKER: DB = BENCH MARK DISK
 DU0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0004_STAMPING: Q 43 1934
 DU0004_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0004+STABILITY: SURFACE MOTION
 DU0004
 DU0004  HISTORY     - Date     Condition        Report By
 DU0004  HISTORY     - 1934     MONUMENTED       CGS
 DU0004  HISTORY     - 1979     GOOD             NGS
 DU0004
 DU0004                          STATION DESCRIPTION
 DU0004
 DU0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0004'10.3 MI SW FROM WHITERIVER.
 DU0004'IN GILA COUNTY, 10.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0004'WHITERIVER, NAVAJO COUNTY, 1.1 MILES SOUTHWEST OF THE GILA-NAVAJO
 DU0004'COUNTY LINE, AND 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 DU0004'STANDARD DISK, STAMPED Q 43 1934 AND SET IN THE TOP OF A CONCRETE
 DU0004'POST.  NOTE-- 9.8 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0004'WHITERIVER, NAVAJO COUNTY, 75 FEET SOUTHWEST OF THE CENTERLINE OF
 DU0004'HIGHWAY 73.
 DU0004
 DU0004                          STATION RECOVERY (1979)
 DU0004
 DU0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0004'9.8 MILES WESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU0004'HEADQUARTERS IN WHITERIVER, 0.1 MILE NORTHWEST OF HIGHWAY MILE MARKER
 DU0004'329, 84.8 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 DU0004'NORTH OF THE CENTER OF A TRACK ROAD LEADING WEST AND 14.5 FEET
 DU0004'NORTHEAST OF A BARBED WIRE FENCE.
 DU0004'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0627 ***********************************************************************
 CY0627  DESIGNATION -  Q 430
 CY0627  PID         -  CY0627
 CY0627  STATE/COUNTY-  AZ/COCHISE
 CY0627  USGS QUAD   -  LUZENA (1979)
 CY0627
 CY0627                         *CURRENT SURVEY CONTROL
 CY0627  ___________________________________________________________________
 CY0627* NAD 83(1986)-  32 21 52.     (N)    109 37 28.     (W)     SCALED    
 CY0627* NAVD 88     -      1237.748  (meters)    4060.84   (feet)  ADJUSTED  
 CY0627  ___________________________________________________________________
 CY0627  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0627  DYNAMIC HT  -        1235.914 (meters)    4054.83  (feet)  COMP
 CY0627  MODELED GRAV-     979,114.7   (mgal)                       NAVD 88
 CY0627
 CY0627  VERT ORDER  -  FIRST     CLASS II
 CY0627
 CY0627.The horizontal coordinates were scaled from a topographic map and have
 CY0627.an estimated accuracy of +/- 6 seconds.
 CY0627
 CY0627.The orthometric height was determined by differential leveling
 CY0627.and adjusted in June 1991.
 CY0627
 CY0627.The geoid height was determined by GEOID03.
 CY0627
 CY0627.The dynamic height is computed by dividing the NAVD 88
 CY0627.geopotential number by the normal gravity value computed on the
 CY0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0627.degrees latitude (g = 980.6199 gals.).
 CY0627
 CY0627.The modeled gravity was interpolated from observed gravity values.
 CY0627
 CY0627;                    North         East    Units  Estimated Accuracy
 CY0627;SPC AZ E     -   151,410.      264,390.      MT  (+/- 180 meters Scaled)
 CY0627
 CY0627                          SUPERSEDED SURVEY CONTROL
 CY0627
 CY0627.No superseded survey control is available for this station.
 CY0627
 CY0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA294816(NAD 83)
 CY0627_MARKER: I = METAL ROD
 CY0627_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0627_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0627_STAMPING: Q 430 1979
 CY0627_PROJECTION: FLUSH
 CY0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0627+STABILITY: POSITION/ELEVATION WELL
 CY0627_ROD/PIPE-DEPTH: 7.62 meters
 CY0627
 CY0627  HISTORY     - Date     Condition        Report By
 CY0627  HISTORY     - 1979     MONUMENTED       NGS
 CY0627
 CY0627                          STATION DESCRIPTION
 CY0627
 CY0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0627'31.8 MI SOUTH FROM SAFFORD.
 CY0627'31.8 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0627'HIGHWAY 70 AT SAFFORD, 0.65 MILE NORTHWEST OF BENCH MARK N 430, 0.25
 CY0627'MILE NORTHWEST OF THE EXIT 355 OVERPASS, 0.1 MILE SOUTHEAST OF
 CY0627'HIGHWAY MILE POST 87, AT A T-JUNCTION OF THE RIGHT-OF-WAY FENCE, 95
 CY0627'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND A CATTLE GUARD,
 CY0627'59 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD AND CATTLE GUARD
 CY0627'LEADING TO THE UX RANCH, 7 FEET WEST OF THE FENCE CORNER, 5.5 FEET
 CY0627'SOUTHWEST OF THE FENCE AND 4 FEET NORTHWEST OF A BARBED WIRE FENCE.
 CY0627'THE MARK IS 2 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0201 ***********************************************************************
 CF0201  DESIGNATION -  Q 431
 CF0201  PID         -  CF0201
 CF0201  STATE/COUNTY-  AZ/COCHISE
 CF0201  USGS QUAD   -  PEARCE (1985)
 CF0201
 CF0201                         *CURRENT SURVEY CONTROL
 CF0201  ___________________________________________________________________
 CF0201* NAD 83(1986)-  31 55 16.     (N)    109 49 16.     (W)     SCALED    
 CF0201* NAVD 88     -      1329.286  (meters)    4361.17   (feet)  ADJUSTED  
 CF0201  ___________________________________________________________________
 CF0201  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CF0201  DYNAMIC HT  -        1327.244 (meters)    4354.47  (feet)  COMP
 CF0201  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 CF0201
 CF0201  VERT ORDER  -  FIRST     CLASS II
 CF0201
 CF0201.The horizontal coordinates were scaled from a topographic map and have
 CF0201.an estimated accuracy of +/- 6 seconds.
 CF0201
 CF0201.The orthometric height was determined by differential leveling
 CF0201.and adjusted in June 1991.
 CF0201
 CF0201.The geoid height was determined by GEOID03.
 CF0201
 CF0201.The dynamic height is computed by dividing the NAVD 88
 CF0201.geopotential number by the normal gravity value computed on the
 CF0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0201.degrees latitude (g = 980.6199 gals.).
 CF0201
 CF0201.The modeled gravity was interpolated from observed gravity values.
 CF0201
 CF0201;                    North         East    Units  Estimated Accuracy
 CF0201;SPC AZ E     -   102,170.      246,040.      MT  (+/- 180 meters Scaled)
 CF0201
 CF0201                          SUPERSEDED SURVEY CONTROL
 CF0201
 CF0201.No superseded survey control is available for this station.
 CF0201
 CF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA114322(NAD 83)
 CF0201_MARKER: I = METAL ROD
 CF0201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CF0201_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CF0201_STAMPING: Q 431 1980
 CF0201_PROJECTION: FLUSH
 CF0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0201+STABILITY: POSITION/ELEVATION WELL
 CF0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0201+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0201_ROD/PIPE-DEPTH: 7.5  meters
 CF0201_SLEEVE-DEPTH  : 6.1 meters
 CF0201
 CF0201  HISTORY     - Date     Condition        Report By
 CF0201  HISTORY     - 1980     MONUMENTED       NGS
 CF0201  HISTORY     - 20060506 GOOD             NGS
 CF0201
 CF0201                          STATION DESCRIPTION
 CF0201
 CF0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0201'1.8 KM SE FROM PEARCE.
 CF0201'1.8 KILOMETERS (1.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666 FROM
 CF0201'THE POST OFFICE IN PEARCE, 0.1 KILOMETER (0.05 MILE) NORTHWEST
 CF0201'OF HIGHWAY MILEPOST 47, AT THE JUNCTION WITH A PAVED
 CF0201'ROAD LEADING SOUTH TO THE PEARCE CEMETERY, IN LINE WITH A ROW OF
 CF0201'POWER POLES, 16.3 METERS (53.6 FEET) SOUTHWEST OF THE CENTERLINE
 CF0201'OF THE HIGHWAY, 17.1 METERS (56 FEET) EAST OF THE CENTER OF THE ROAD,
 CF0201'1.8 METERS (6 FEET) NORTHWEST OF THE NORTHWEST CORNER POST OF
 CF0201'THE RIGHT-OF-WAY FENCE, 1.5 METERS (5 FEET) NORTHWEST OF THE
 CF0201'NORTHEAST LEG OF A WOODEN SIGN READING -OLD STORE PEARCE, ARIZONA-.
 CF0201'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0201'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 CF0201
 CF0201                          STATION RECOVERY (2006)
 CF0201
 CF0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0201'US 666 IS NOW US 191.  ROAD TO SOUTH IS GHOST TOWN TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0697 ***********************************************************************
 CY0697  DESIGNATION -  Q 436
 CY0697  PID         -  CY0697
 CY0697  STATE/COUNTY-  AZ/GRAHAM
 CY0697  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0697
 CY0697                         *CURRENT SURVEY CONTROL
 CY0697  ___________________________________________________________________
 CY0697* NAD 83(1986)-  32 35 30.     (N)    109 41 04.     (W)     SCALED    
 CY0697* NAVD 88     -      1208.616  (meters)    3965.27   (feet)  ADJUSTED  
 CY0697  ___________________________________________________________________
 CY0697  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY0697  DYNAMIC HT  -        1206.864 (meters)    3959.52  (feet)  COMP
 CY0697  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 CY0697
 CY0697  VERT ORDER  -  FIRST     CLASS II
 CY0697
 CY0697.The horizontal coordinates were scaled from a topographic map and have
 CY0697.an estimated accuracy of +/- 6 seconds.
 CY0697
 CY0697.The orthometric height was determined by differential leveling
 CY0697.and adjusted in June 1991.
 CY0697
 CY0697.The geoid height was determined by GEOID03.
 CY0697
 CY0697.The dynamic height is computed by dividing the NAVD 88
 CY0697.geopotential number by the normal gravity value computed on the
 CY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0697.degrees latitude (g = 980.6199 gals.).
 CY0697
 CY0697.The modeled gravity was interpolated from observed gravity values.
 CY0697
 CY0697;                    North         East    Units  Estimated Accuracy
 CY0697;SPC AZ E     -   176,570.      258,630.      MT  (+/- 180 meters Scaled)
 CY0697
 CY0697                          SUPERSEDED SURVEY CONTROL
 CY0697
 CY0697.No superseded survey control is available for this station.
 CY0697
 CY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB234067(NAD 83)
 CY0697_MARKER: DB = BENCH MARK DISK
 CY0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0697_SP_SET: STAINLESS STEEL ROD
 CY0697_STAMPING: Q 436 1979
 CY0697_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0697+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0697_ROD/PIPE-DEPTH: 5.18 meters
 CY0697
 CY0697  HISTORY     - Date     Condition        Report By
 CY0697  HISTORY     - 1979     MONUMENTED       NGS
 CY0697  HISTORY     - 20081010 GOOD             GEOCAC
 CY0697
 CY0697                          STATION DESCRIPTION
 CY0697
 CY0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0697'17.0 MI SOUTH FROM SAFFORD.
 CY0697'17.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0697'HIGHWAY 70 IN SAFFORD, 0.4 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 CY0697'266 LEADING WEST, 199 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 178
 CY0697'FEET WEST OF MILE POST 104 ON THE WEST SIDE OF THE HIGHWAY, 162 FEET
 CY0697'WEST OF THE WEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER
 CY0697'THE HIGHWAY, 6.5 FEET SOUTH OF A STEEL FENCE POST WITH TWO DIAGONAL
 CY0697'STEEL BRACES AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  THE ROD
 CY0697'WAS DRIVEN TO REFUSAL.
 CY0697'THE MARK IS 3 FT  N FROM A WITNESS POST.
 CY0697'THE MARK IS 10 FT ABOVE HIGHWAY CENTERLINE.
 CY0697
 CY0697                          STATION RECOVERY (2008)
 CY0697
 CY0697'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0697'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0697'35.539' W109  41.107'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1145 ***********************************************************************
 DU1145  DESIGNATION -  Q 437
 DU1145  PID         -  DU1145
 DU1145  STATE/COUNTY-  AZ/GILA
 DU1145  USGS QUAD   -  BUCKET MTN (1965)
 DU1145
 DU1145                         *CURRENT SURVEY CONTROL
 DU1145  ___________________________________________________________________
 DU1145* NAD 83(1986)-  33 19 02.     (N)    110 31 37.     (W)     SCALED    
 DU1145* NAVD 88     -       972.469  (meters)    3190.51   (feet)  ADJUSTED  
 DU1145  ___________________________________________________________________
 DU1145  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU1145  DYNAMIC HT  -         971.175 (meters)    3186.26  (feet)  COMP
 DU1145  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 DU1145
 DU1145  VERT ORDER  -  FIRST     CLASS II
 DU1145
 DU1145.The horizontal coordinates were scaled from a topographic map and have
 DU1145.an estimated accuracy of +/- 6 seconds.
 DU1145
 DU1145.The orthometric height was determined by differential leveling
 DU1145.and adjusted in June 1991.
 DU1145
 DU1145.The geoid height was determined by GEOID03.
 DU1145
 DU1145.The dynamic height is computed by dividing the NAVD 88
 DU1145.geopotential number by the normal gravity value computed on the
 DU1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1145.degrees latitude (g = 980.6199 gals.).
 DU1145
 DU1145.The modeled gravity was interpolated from observed gravity values.
 DU1145
 DU1145;                    North         East    Units  Estimated Accuracy
 DU1145;SPC AZ E     -   256,990.      179,820.      MT  (+/- 180 meters Scaled)
 DU1145
 DU1145                          SUPERSEDED SURVEY CONTROL
 DU1145
 DU1145.No superseded survey control is available for this station.
 DU1145
 DU1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB440865(NAD 83)
 DU1145_MARKER: DB = BENCH MARK DISK
 DU1145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1145_SP_SET: STAINLESS STEEL ROD
 DU1145_STAMPING: Q 437 1979
 DU1145_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1145+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1145_ROD/PIPE-DEPTH: 6    meters
 DU1145
 DU1145  HISTORY     - Date     Condition        Report By
 DU1145  HISTORY     - 1979     MONUMENTED       NGS
 DU1145  HISTORY     - 20081008 GOOD             GEOCAC
 DU1145
 DU1145                          STATION DESCRIPTION
 DU1145
 DU1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1145'24.5 KM SE FROM GLOBE.
 DU1145'24.5 KILOMETERS (15.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1145'THE NEW COUNTY COURTHOUSE IN GLOBE, 29.8 METERS (98 FEET) SOUTHWEST
 DU1145'OF THE CENTERLINE OF THE HIGHWAY, 35 METERS (105 FEET) WEST OF
 DU1145'HIGHWAY MILE POST 267 AT THE SOUTHWEST END OF A DOUBLE BOX CULVERT
 DU1145'UNDER THE HIGHWAY, 3.7 METERS (12 FEET) NORTHWEST OF AN ANGLE IN THE
 DU1145'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FOOT) NORTHEAST OF THE RIGHT-OF-
 DU1145'WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1145'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1145
 DU1145                          STATION RECOVERY (2008)
 DU1145
 DU1145'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1145'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1145'19.039' W110  31.651'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1114 ***********************************************************************
 DU1114  DESIGNATION -  Q 438
 DU1114  PID         -  DU1114
 DU1114  STATE/COUNTY-  AZ/GRAHAM
 DU1114  USGS QUAD   -  CALVA (1989)
 DU1114
 DU1114                         *CURRENT SURVEY CONTROL
 DU1114  ___________________________________________________________________
 DU1114* NAD 83(1986)-  33 10 28.     (N)    110 08 26.     (W)     SCALED    
 DU1114* NAVD 88     -       785.221  (meters)    2576.18   (feet)  ADJUSTED  
 DU1114  ___________________________________________________________________
 DU1114  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DU1114  DYNAMIC HT  -         784.156 (meters)    2572.69  (feet)  COMP
 DU1114  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 DU1114
 DU1114  VERT ORDER  -  FIRST     CLASS II
 DU1114
 DU1114.The horizontal coordinates were scaled from a topographic map and have
 DU1114.an estimated accuracy of +/- 6 seconds.
 DU1114
 DU1114.The orthometric height was determined by differential leveling
 DU1114.and adjusted in June 1991.
 DU1114
 DU1114.The geoid height was determined by GEOID03.
 DU1114
 DU1114.The dynamic height is computed by dividing the NAVD 88
 DU1114.geopotential number by the normal gravity value computed on the
 DU1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1114.degrees latitude (g = 980.6199 gals.).
 DU1114
 DU1114.The modeled gravity was interpolated from observed gravity values.
 DU1114
 DU1114;                    North         East    Units  Estimated Accuracy
 DU1114;SPC AZ E     -   241,100.      215,800.      MT  (+/- 180 meters Scaled)
 DU1114
 DU1114                          SUPERSEDED SURVEY CONTROL
 DU1114
 DU1114.No superseded survey control is available for this station.
 DU1114
 DU1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB801709(NAD 83)
 DU1114_MARKER: DB = BENCH MARK DISK
 DU1114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1114_SP_SET: STAINLESS STEEL ROD
 DU1114_STAMPING: Q 438 1979
 DU1114_PROJECTION: FLUSH
 DU1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1114+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1114_ROD/PIPE-DEPTH: 9    meters
 DU1114
 DU1114  HISTORY     - Date     Condition        Report By
 DU1114  HISTORY     - 1979     MONUMENTED       NGS
 DU1114  HISTORY     - 20031015 GOOD             NGS
 DU1114  HISTORY     - 20081008 GOOD             GEOCAC
 DU1114
 DU1114                          STATION DESCRIPTION
 DU1114
 DU1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1114'6.8 KM NW FROM BYLAS.
 DU1114'6.8 KILOMETERS (4.25 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1114'POST OFFICE IN BYLAS, 0.1 KILOMETER (0.05 MILE) NORTHWEST OF HIGHWAY
 DU1114'MILE POST 292, AT THE SOUTHEAST END OF A TURNOUT AREA, 30.2 METERS
 DU1114'(99 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.0 METERS
 DU1114'(29.5 FEET) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING
 DU1114'NORTHEAST THEN SOUTHEAST AND 0.3 METER (1 FOOT) SOUTHWEST OF THE
 DU1114'RIGHT-OF-WAY FENCE.
 DU1114'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU1114'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1114
 DU1114                          STATION RECOVERY (2003)
 DU1114
 DU1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DU1114'RECOVERED IN GOOD CONDITION.
 DU1114
 DU1114                          STATION RECOVERY (2008)
 DU1114
 DU1114'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1114'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1114'10.487' W110  08.462'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0728 ***********************************************************************
 CY0728  DESIGNATION -  Q 439
 CY0728  PID         -  CY0728
 CY0728  STATE/COUNTY-  AZ/GRAHAM
 CY0728  USGS QUAD   -  THATCHER (1985)
 CY0728
 CY0728                         *CURRENT SURVEY CONTROL
 CY0728  ___________________________________________________________________
 CY0728* NAD 83(1986)-  32 50 57.     (N)    109 45 26.     (W)     SCALED    
 CY0728* NAVD 88     -       887.046  (meters)    2910.25   (feet)  ADJUSTED  
 CY0728  ___________________________________________________________________
 CY0728  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY0728  DYNAMIC HT  -         885.803 (meters)    2906.17  (feet)  COMP
 CY0728  MODELED GRAV-     979,208.9   (mgal)                       NAVD 88
 CY0728
 CY0728  VERT ORDER  -  FIRST     CLASS II
 CY0728
 CY0728.The horizontal coordinates were scaled from a topographic map and have
 CY0728.an estimated accuracy of +/- 6 seconds.
 CY0728
 CY0728.The orthometric height was determined by differential leveling
 CY0728.and adjusted in June 1991.
 CY0728
 CY0728.The geoid height was determined by GEOID03.
 CY0728
 CY0728.The dynamic height is computed by dividing the NAVD 88
 CY0728.geopotential number by the normal gravity value computed on the
 CY0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0728.degrees latitude (g = 980.6199 gals.).
 CY0728
 CY0728.The modeled gravity was interpolated from observed gravity values.
 CY0728
 CY0728;                    North         East    Units  Estimated Accuracy
 CY0728;SPC AZ E     -   205,100.      251,690.      MT  (+/- 180 meters Scaled)
 CY0728
 CY0728                          SUPERSEDED SURVEY CONTROL
 CY0728
 CY0728.No superseded survey control is available for this station.
 CY0728
 CY0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB162352(NAD 83)
 CY0728_MARKER: DB = BENCH MARK DISK
 CY0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0728_SP_SET: BUILDING
 CY0728_STAMPING: Q 439 1979
 CY0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CY0728+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 CY0728
 CY0728  HISTORY     - Date     Condition        Report By
 CY0728  HISTORY     - 1979     MONUMENTED       NGS
 CY0728  HISTORY     - 20060825 GOOD             GEOCAC
 CY0728
 CY0728                          STATION DESCRIPTION
 CY0728
 CY0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0728'3.3 MI WEST FROM SAFFORD.
 CY0728'3.3 MILES WEST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U. S.
 CY0728'HIGHWAY 666 IN SAFFORD, SET AT THE FRONT ENTRANCE TO THE THATCHER
 CY0728'ELEMENTARY SCHOOL, IN THE NORTHWEST CORNER OF THE ENTRANCE, 200 FEET
 CY0728'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CY0728'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0728
 CY0728                          STATION RECOVERY (2006)
 CY0728
 CY0728'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0728'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0728'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, AND THATCHER ELEMENTARY
 CY0728'SCHOOL IS NOW GRAHAM COUNTY HISTORICAL MUSEUM. HANDHELD COORDINATES
 CY0728'32 50 59.04 (N)   109 45 27.12 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0027 ***********************************************************************
 DU0027  DESIGNATION -  Q 44
 DU0027  PID         -  DU0027
 DU0027  STATE/COUNTY-  AZ/GILA
 DU0027  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0027
 DU0027                         *CURRENT SURVEY CONTROL
 DU0027  ___________________________________________________________________
 DU0027* NAD 83(1986)-  33 33 42.     (N)    110 23 21.     (W)     SCALED    
 DU0027* NAVD 88     -      1570.34   (+/-2cm)    5152.0    (feet)  VERTCON   
 DU0027  ___________________________________________________________________
 DU0027  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DU0027  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0027
 DU0027.The horizontal coordinates were scaled from a topographic map and have
 DU0027.an estimated accuracy of +/- 6 seconds.
 DU0027
 DU0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0027.The vertical order pertains to the NGVD 29 superseded value.
 DU0027
 DU0027.The geoid height was determined by GEOID03.
 DU0027
 DU0027;                    North         East    Units  Estimated Accuracy
 DU0027;SPC AZ E     -   284,060.      192,700.      MT  (+/- 180 meters Scaled)
 DU0027
 DU0027                          SUPERSEDED SURVEY CONTROL
 DU0027
 DU0027  NGVD 29 (??/??/92) 1569.652  (m)         5149.77   (f) ADJ UNCH    1 2
 DU0027
 DU0027.Superseded values are not recommended for survey control.
 DU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0027.See file dsdata.txt to determine how the superseded data were derived.
 DU0027
 DU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC566137(NAD 83)
 DU0027_MARKER: DB = BENCH MARK DISK
 DU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0027_STAMPING: Q 44 1934
 DU0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0027+STABILITY: SURFACE MOTION
 DU0027
 DU0027  HISTORY     - Date     Condition        Report By
 DU0027  HISTORY     - 1934     MONUMENTED       CGS
 DU0027
 DU0027                          STATION DESCRIPTION
 DU0027
 DU0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0027'18.9 MI N FROM SAN CARLOS.
 DU0027'18.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0027'5.4 MILES SOUTH OF HILL TOP STATION, 2.6 MILES SOUTH OF THE SUMMIT OF
 DU0027'A HILL, 25 YARDS NORTH OF A GROUP OF THREE OAK TREES, AND 38 FEET EAST
 DU0027'OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED Q 44 1934
 DU0027'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1177 ***********************************************************************
 DA1177  DESIGNATION -  Q 469
 DA1177  PID         -  DA1177
 DA1177  STATE/COUNTY-  AZ/YUMA
 DA1177  USGS QUAD   -  AZTEC SE (1982)
 DA1177
 DA1177                         *CURRENT SURVEY CONTROL
 DA1177  ___________________________________________________________________
 DA1177* NAD 83(1986)-  32 50 06.     (N)    113 21 26.     (W)     SCALED    
 DA1177* NAVD 88     -       163.566  (meters)     536.63   (feet)  ADJUSTED  
 DA1177  ___________________________________________________________________
 DA1177  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DA1177  DYNAMIC HT  -         163.378 (meters)     536.02  (feet)  COMP
 DA1177  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 DA1177
 DA1177  VERT ORDER  -  FIRST     CLASS II
 DA1177
 DA1177.The horizontal coordinates were scaled from a topographic map and have
 DA1177.an estimated accuracy of +/- 6 seconds.
 DA1177
 DA1177.The orthometric height was determined by differential leveling
 DA1177.and adjusted in June 1991.
 DA1177
 DA1177.The geoid height was determined by GEOID03.
 DA1177
 DA1177.The dynamic height is computed by dividing the NAVD 88
 DA1177.geopotential number by the normal gravity value computed on the
 DA1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1177.degrees latitude (g = 980.6199 gals.).
 DA1177
 DA1177.The modeled gravity was interpolated from observed gravity values.
 DA1177
 DA1177;                    North         East    Units  Estimated Accuracy
 DA1177;SPC AZ W     -   203,530.      250,130.      MT  (+/- 180 meters Scaled)
 DA1177
 DA1177                          SUPERSEDED SURVEY CONTROL
 DA1177
 DA1177.No superseded survey control is available for this station.
 DA1177
 DA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB793354(NAD 83)
 DA1177_MARKER: DB = BENCH MARK DISK
 DA1177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1177_SP_SET: BRIDGE ABUTMENT
 DA1177_STAMPING: Q 469 1980
 DA1177_MARK LOGO: NGS   
 DA1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1177+STABILITY: POSITION/ELEVATION WELL
 DA1177
 DA1177  HISTORY     - Date     Condition        Report By
 DA1177  HISTORY     - 1980     MONUMENTED       NGS
 DA1177
 DA1177                          STATION DESCRIPTION
 DA1177
 DA1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1177'8.4 KM (5.2 MI) NE FROM AZTEC.
 DA1177'8.4 KM (5.2 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1177'WATER TANK IN AZTEC, ALSO 14.1 KM (8.75 MI) SOUTHWEST ALONG THE
 DA1177'SOUTHERN PACIFIC RAILROAD FROM THE INTERSTATE HIGHWAY 8 OVERPASS IN
 DA1177'SENTINEL, SET IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT
 DA1177'OF A CONCRETE BRIDGE FOR THE EAST-BOUND LANES OF INTERSATE HIGHWAY
 DA1177'8 OVER SPOT ROAD, 7.3 METERS (24.0 FT) SOUTHEAST OF THE CENTERLINE
 DA1177'OF THE EAST-BOUND LANES. NOTE-THIS BRIDGE IS RESTING ON 30 FOOT END-
 DA1177'BEARING PILINGS.
 DA1177'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0240 ***********************************************************************
 ER0240  DESIGNATION -  Q 47
 ER0240  PID         -  ER0240
 ER0240  STATE/COUNTY-  AZ/APACHE
 ER0240  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0240
 ER0240                         *CURRENT SURVEY CONTROL
 ER0240  ___________________________________________________________________
 ER0240* NAD 83(1986)-  34 09 14.     (N)    109 17 56.     (W)     SCALED    
 ER0240* NAVD 88     -      2109.260  (meters)    6920.13   (feet)  ADJUSTED  
 ER0240  ___________________________________________________________________
 ER0240  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 ER0240  DYNAMIC HT  -        2105.997 (meters)    6909.43  (feet)  COMP
 ER0240  MODELED GRAV-     979,013.1   (mgal)                       NAVD 88
 ER0240
 ER0240  VERT ORDER  -  SECOND    CLASS 0
 ER0240
 ER0240.The horizontal coordinates were scaled from a topographic map and have
 ER0240.an estimated accuracy of +/- 6 seconds.
 ER0240
 ER0240.The orthometric height was determined by differential leveling
 ER0240.and adjusted in June 1991.
 ER0240
 ER0240.The geoid height was determined by GEOID03.
 ER0240
 ER0240.The dynamic height is computed by dividing the NAVD 88
 ER0240.geopotential number by the normal gravity value computed on the
 ER0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0240.degrees latitude (g = 980.6199 gals.).
 ER0240
 ER0240.The modeled gravity was interpolated from observed gravity values.
 ER0240
 ER0240;                    North         East    Units  Estimated Accuracy
 ER0240;SPC AZ E     -   350,060.      293,380.      MT  (+/- 180 meters Scaled)
 ER0240
 ER0240                          SUPERSEDED SURVEY CONTROL
 ER0240
 ER0240  NGVD 29 (??/??/92) 2108.319  (m)         6917.04   (f) ADJ UNCH    2 0
 ER0240
 ER0240.Superseded values are not recommended for survey control.
 ER0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0240.See file dsdata.txt to determine how the superseded data were derived.
 ER0240
 ER0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC568805(NAD 83)
 ER0240_MARKER: DB = BENCH MARK DISK
 ER0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0240_STAMPING: Q-97 1935
 ER0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0240+STABILITY: SURFACE MOTION
 ER0240
 ER0240  HISTORY     - Date     Condition        Report By
 ER0240  HISTORY     - 1934     MONUMENTED       CGS
 ER0240  HISTORY     - 1970     GOOD             USGS
 ER0240  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 ER0240
 ER0240                          STATION DESCRIPTION
 ER0240
 ER0240'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0240'6.0 MI N FROM RUTRIOSO.
 ER0240'FROM THE P.O. AT RUTRIOSO, GO N. ALONG U.S. HWYS. 180 AND 666 FOR
 ER0240'ABOUT 6.0 MILES TO A ROAD JCT. ON THE RIGHT, (EAST) (A SAWMILL LOCATED
 ER0240'AT EAST SIDE OF THIS INT.) CONTINUE ON EAST ON THIS ROAD, STONE CREEK
 ER0240'ROAD, FOR 1.4 MILES TO AN INT. ON THE LEFT CONTINUE STRAIGHT AHEAD
 ER0240'(SOUTH) ON THIS ROAD FOR 0.9 MILE TO AN INT. ON LEFT, (EAST) TURN LEFT
 ER0240'AND GO EAST FOR 1.0 MILE TO A FENCE LINE.  GO SOUTH ALONG FENCE FOR
 ER0240'260 FT. THE BM IS SET IN THE TOP OF A CONCRETE POST, AND STAMPED Q-97
 ER0240'1935.
 ER0240
 ER0240                          STATION RECOVERY (2005)
 ER0240
 ER0240'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1189 ***********************************************************************
 DA1189  DESIGNATION -  Q 470
 DA1189  PID         -  DA1189
 DA1189  STATE/COUNTY-  AZ/YUMA
 DA1189  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1189
 DA1189                         *CURRENT SURVEY CONTROL
 DA1189  ___________________________________________________________________
 DA1189* NAD 83(1986)-  32 43 37.     (N)    113 43 23.     (W)     SCALED    
 DA1189* NAVD 88     -       138.007  (meters)     452.78   (feet)  ADJUSTED  
 DA1189  ___________________________________________________________________
 DA1189  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DA1189  DYNAMIC HT  -         137.852 (meters)     452.27  (feet)  COMP
 DA1189  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 DA1189
 DA1189  VERT ORDER  -  FIRST     CLASS II
 DA1189
 DA1189.The horizontal coordinates were scaled from a topographic map and have
 DA1189.an estimated accuracy of +/- 6 seconds.
 DA1189
 DA1189.The orthometric height was determined by differential leveling
 DA1189.and adjusted in June 1991.
 DA1189
 DA1189.The geoid height was determined by GEOID03.
 DA1189
 DA1189.The dynamic height is computed by dividing the NAVD 88
 DA1189.geopotential number by the normal gravity value computed on the
 DA1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1189.degrees latitude (g = 980.6199 gals.).
 DA1189
 DA1189.The modeled gravity was interpolated from observed gravity values.
 DA1189
 DA1189;                    North         East    Units  Estimated Accuracy
 DA1189;SPC AZ W     -   191,480.      215,890.      MT  (+/- 180 meters Scaled)
 DA1189
 DA1189                          SUPERSEDED SURVEY CONTROL
 DA1189
 DA1189.No superseded survey control is available for this station.
 DA1189
 DA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB448242(NAD 83)
 DA1189_MARKER: DB = BENCH MARK DISK
 DA1189_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1189_SP_SET: ABUTMENT
 DA1189_STAMPING: Q 470 1981
 DA1189_MARK LOGO: NGS   
 DA1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1189
 DA1189  HISTORY     - Date     Condition        Report By
 DA1189  HISTORY     - 1981     MONUMENTED       NGS
 DA1189
 DA1189                          STATION DESCRIPTION
 DA1189
 DA1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1189'28.3 KM (17.6 MI) SW FROM AZTEC.
 DA1189'28.3 KM (17.6 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1189'THE WATER TANK IN AZTEC, 0.5 KM (0.3 MI) SOUTHWEST OF RAILROAD
 DA1189'MILEPOLE 795, ALSO 1.8 KM (1.1 MI) EAST OF BENCH MARK 1805+42.9 AZHD,
 DA1189'SET IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF RAILROAD BRIDGE
 DA1189'NUMBER 794.68, 2.1 M (7.0 FT) NORTH OF THE NORTH RAIL.
 DA1189'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0827 ***********************************************************************
 ET0827  HT_MOD      -  This is a Height Modernization Survey Station.
 ET0827  DESIGNATION -  Q 471
 ET0827  PID         -  ET0827
 ET0827  STATE/COUNTY-  AZ/MOHAVE
 ET0827  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0827
 ET0827                         *CURRENT SURVEY CONTROL
 ET0827  ___________________________________________________________________
 ET0827* NAD 83(2007)-  34 42 28.85078(N)    113 56 00.12431(W)     ADJUSTED  
 ET0827* NAVD 88     -       921.14   (meters)    3022.1    (feet)  GPS OBS   
 ET0827  ___________________________________________________________________
 ET0827  EPOCH DATE  -        2007.00
 ET0827  X           -  -2,129,655.088 (meters)                     COMP
 ET0827  Y           -  -4,798,293.614 (meters)                     COMP
 ET0827  Z           -   3,611,793.191 (meters)                     COMP
 ET0827  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 ET0827  ELLIP HEIGHT-         891.700 (meters)          (03/02/09) ADJUSTED
 ET0827  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ET0827  HORZ ORDER  -  A
 ET0827  ELLP ORDER  -  FOURTH    CLASS I
 ET0827
 ET0827.The horizontal coordinates were established by GPS observations
 ET0827.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 ET0827
 ET0827.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0827.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0827.The horizontal coordinates are valid at the epoch date displayed above.
 ET0827.The epoch date for horizontal control is a decimal equivalence
 ET0827.of Year/Month/Day.
 ET0827
 ET0827.The orthometric height was determined by GPS observations and a
 ET0827.high-resolution geoid model.
 ET0827.The orthometric height was determined by GPS observations and a
 ET0827.high-resolution geoid model using precise GPS observation and
 ET0827.processing techniques. It supersedes the leveled height previously
 ET0827.determined for this station.
 ET0827
 ET0827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0827
 ET0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0827
 ET0827.The ellipsoidal height was determined by GPS observations
 ET0827.and is referenced to NAD 83.
 ET0827
 ET0827.The geoid height was determined by GEOID03.
 ET0827
 ET0827;                    North         East     Units Scale Factor Converg.
 ET0827;SPC AZ W     -   411,214.165   196,562.548   MT  0.99993681   -0 06 15.9
 ET0827;SPC AZ W     - 1,349,127.84    644,890.25   iFT  0.99993681   -0 06 15.9
 ET0827;UTM  12      - 3,844,581.689   231,336.369   MT  1.00048975   -1 40 16.5
 ET0827;UTM  11      - 3,844,946.034   780,873.184   MT  1.00057247   +1 44 50.2
 ET0827
 ET0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0827!SPC AZ W     -   0.99986005  x   0.99993681  =   0.99979687
 ET0827!UTM  12      -   0.99986005  x   1.00048975  =   1.00034973
 ET0827!UTM  11      -   0.99986005  x   1.00057247  =   1.00043244
 ET0827
 ET0827                          SUPERSEDED SURVEY CONTROL
 ET0827
 ET0827  NAVD 88 (06/15/91)  921.059  (m)         3021.84   (f) ADJUSTED    1 2
 ET0827
 ET0827.Superseded values are not recommended for survey control.
 ET0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0827.See file dsdata.txt to determine how the superseded data were derived.
 ET0827
 ET0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3133644582(NAD 83)
 ET0827_MARKER: DV = VERTICAL CONTROL DISK
 ET0827_SETTING: 66 = SET IN ROCK OUTCROP
 ET0827_SP_SET: ROCK OUTCROP
 ET0827_STAMPING: Q 471 1981
 ET0827_MARK LOGO: NGS   
 ET0827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ET0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0827+STABILITY: POSITION/ELEVATION WELL
 ET0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0827+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 ET0827
 ET0827  HISTORY     - Date     Condition        Report By
 ET0827  HISTORY     - 1981     MONUMENTED       NGS
 ET0827  HISTORY     - 20080625 GOOD             GEOANA
 ET0827
 ET0827                          STATION DESCRIPTION
 ET0827
 ET0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0827'28.1 KM (17.45 MI) SE FROM YUCCA.
 ET0827'28.1 KM (17.45 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0827'INTERSTATE HIGHWAY 40 IN YUCCA, 0.9 KM (0.55 MI) NORTHWEST OF THE
 ET0827'JUNCTION OF A DIRT ROAD LEADING NORTH-SOUTH, SET IN TOP OF A ROCK
 ET0827'OUTCROP AT THE SOUTHEAST EDGE OF A SMALL RISE WITH TWO PILES OF SMALL
 ET0827'BOULDERS ON IT, 11.7 METERS (33.5 FT) NORTHEAST OF THE CENTERLINE OF
 ET0827'ALAMO ROAD, 42.7 METERS (140 FT) SOUTHEAST OF THE CENTERLINE OF A
 ET0827'WASH, 37.8 METERS (124 FT) NORTHWEST OF THE CENTERLINE OF A WASH, 5.6
 ET0827'METERS (18.5 FT) EAST OF A MOHAVE COUNTY SURVEY MARKER.
 ET0827'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ET0827'THE MARK IS 1.5 M ABOVE THE ROAD.
 ET0827
 ET0827                          STATION RECOVERY (2008)
 ET0827
 ET0827'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 ET0827'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1314 ***********************************************************************
 DU1314  DESIGNATION -  Q 473
 DU1314  PID         -  DU1314
 DU1314  STATE/COUNTY-  AZ/MARICOPA
 DU1314  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU1314
 DU1314                         *CURRENT SURVEY CONTROL
 DU1314  ___________________________________________________________________
 DU1314* NAD 83(1986)-  33 30 08.     (N)    111 27 36.     (W)     SCALED    
 DU1314* NAVD 88     -       666.191  (meters)    2185.66   (feet)  ADJUSTED  
 DU1314  ___________________________________________________________________
 DU1314  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DU1314  DYNAMIC HT  -         665.352 (meters)    2182.91  (feet)  COMP
 DU1314  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 DU1314
 DU1314  VERT ORDER  -  FIRST     CLASS II
 DU1314
 DU1314.The horizontal coordinates were scaled from a topographic map and have
 DU1314.an estimated accuracy of +/- 6 seconds.
 DU1314
 DU1314.The orthometric height was determined by differential leveling
 DU1314.and adjusted in June 1991.
 DU1314
 DU1314.The geoid height was determined by GEOID03.
 DU1314
 DU1314.The dynamic height is computed by dividing the NAVD 88
 DU1314.geopotential number by the normal gravity value computed on the
 DU1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1314.degrees latitude (g = 980.6199 gals.).
 DU1314
 DU1314.The modeled gravity was interpolated from observed gravity values.
 DU1314
 DU1314;                    North         East    Units  Estimated Accuracy
 DU1314;SPC AZ C     -   277,540.      255,790.      MT  (+/- 180 meters Scaled)
 DU1314
 DU1314                          SUPERSEDED SURVEY CONTROL
 DU1314
 DU1314.No superseded survey control is available for this station.
 DU1314
 DU1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC572070(NAD 83)
 DU1314_MARKER: DB = BENCH MARK DISK
 DU1314_SETTING: 66 = SET IN ROCK OUTCROP
 DU1314_SP_SET: ROCK OUTCROP
 DU1314_STAMPING: Q 473 1980
 DU1314_MARK LOGO: NGS   
 DU1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1314+STABILITY: POSITION/ELEVATION WELL
 DU1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1314+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DU1314
 DU1314  HISTORY     - Date     Condition        Report By
 DU1314  HISTORY     - 1980     MONUMENTED       NGS
 DU1314  HISTORY     - 20031025 GOOD             USPSQD
 DU1314  HISTORY     - 20070512 GOOD             GEOCAC
 DU1314  HISTORY     - 20081022 GOOD             GEOCAC
 DU1314
 DU1314                          STATION DESCRIPTION
 DU1314
 DU1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DU1314'13.4 KM (8.3 MI) NE FROM APACHE JUNCTION.
 DU1314'13.4 KM (8.3 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU1314'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, 0.25 KM 80.15 MI) NORTHEAST OF
 DU1314'HIGHWAY MILEPOST 204, 0.1 KM (0.05 MI) EAST OF THE JUNCTION OF THE
 DU1314'OLD HIGHWAY GRADE, ON THE INSIDE OF A HIGHWAY CURVE, IN TOP OF
 DU1314'A ROCK OUTCROP IN A HIGHWAY CUT, 5.2 METERS (17.0 FT)
 DU1314'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 63.1 METERS (207 FT)
 DU1314'SOUTHWEST ACROSS THE HIGHWAY FROM A POWER POLE WITH THREE GUY WIRES,
 DU1314'59.7 METERS (196 FT) EAST ACROSS THE HIGHWAY FROM A POWER POLE, 25.6
 DU1314'METERS (84.0 FT) SOUTHWEST ACROSS THE HIGHWAY FROM THE WEST END OF A
 DU1314'STEEL GUARDRAIL.
 DU1314'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 DU1314'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU1314
 DU1314                          STATION RECOVERY (2003)
 DU1314
 DU1314'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU1314'RECOVERED IN GOOD SHAPE
 DU1314
 DU1314                          STATION RECOVERY (2007)
 DU1314
 DU1314'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1314'RECOVERED IN GOOD CONDITION.
 DU1314
 DU1314                          STATION RECOVERY (2008)
 DU1314
 DU1314'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU1314'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU1314'OF N 33 30.154' W 111 27.603'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1250 ***********************************************************************
 DV1250  DESIGNATION -  Q 474
 DV1250  PID         -  DV1250
 DV1250  STATE/COUNTY-  AZ/MARICOPA
 DV1250  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1250
 DV1250                         *CURRENT SURVEY CONTROL
 DV1250  ___________________________________________________________________
 DV1250* NAD 83(1986)-  33 35 46.     (N)    112 06 59.     (W)     SCALED    
 DV1250* NAVD 88     -       384.737  (meters)    1262.26   (feet)  ADJUSTED  
 DV1250  ___________________________________________________________________
 DV1250  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV1250  DYNAMIC HT  -         384.292 (meters)    1260.80  (feet)  COMP
 DV1250  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 DV1250
 DV1250  VERT ORDER  -  FIRST     CLASS II
 DV1250
 DV1250.The horizontal coordinates were scaled from a topographic map and have
 DV1250.an estimated accuracy of +/- 6 seconds.
 DV1250
 DV1250.The orthometric height was determined by differential leveling
 DV1250.and adjusted in June 1991.
 DV1250
 DV1250.The geoid height was determined by GEOID03.
 DV1250
 DV1250.The dynamic height is computed by dividing the NAVD 88
 DV1250.geopotential number by the normal gravity value computed on the
 DV1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1250.degrees latitude (g = 980.6199 gals.).
 DV1250
 DV1250.The modeled gravity was interpolated from observed gravity values.
 DV1250
 DV1250;                    North         East    Units  Estimated Accuracy
 DV1250;SPC AZ C     -   287,880.      194,820.      MT  (+/- 180 meters Scaled)
 DV1250
 DV1250                          SUPERSEDED SURVEY CONTROL
 DV1250
 DV1250.No superseded survey control is available for this station.
 DV1250
 DV1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964179(NAD 83)
 DV1250_MARKER: DB = BENCH MARK DISK
 DV1250_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1250_SP_SET: OVERPASS PIER
 DV1250_STAMPING: Q 474 1981
 DV1250_MARK LOGO: NGS   
 DV1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1250+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 DV1250
 DV1250  HISTORY     - Date     Condition        Report By
 DV1250  HISTORY     - 1981     MONUMENTED       NGS
 DV1250  HISTORY     - 19910504 GOOD             USPSQD
 DV1250  HISTORY     - 20040306 GOOD             USPSQD
 DV1250
 DV1250                          STATION DESCRIPTION
 DV1250
 DV1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1250'13.4 KM (8.3 MI) NORTH FROM PHOENIX.
 DV1250'13.4 KM (8.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1250'INTERSECTION OF GRAND AVENUE AT PHOENIX, AT THE CACTUS ROAD OVERPASS,
 DV1250'SET VERTICALLY IN THE EAST FACE OF THE SOUTH PIER OF THE NORTH BOUND
 DV1250'TRAFFIC LANES, 30.5 METERS (100 FT) WEST OF THE WEST CURB OF THE EAST
 DV1250'FRONTAGE ROAD, 2.1 METERS (7 FT) SOUTH OF THE SOUTH CURB OF THE EAST
 DV1250'BOUND TRAFFIC LANES OF CACTUS ROAD, 1.6 METERS (5.3 FT) ABOVE THE
 DV1250'SIDEWALK.
 DV1250'THE MARK IS 1.7 M ABOVE THE ROAD.
 DV1250
 DV1250                          STATION RECOVERY (1991)
 DV1250
 DV1250'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1250'RECOVERED IN GOOD CONDITION.
 DV1250
 DV1250                          STATION RECOVERY (2004)
 DV1250
 DV1250'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1250'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1279 ***********************************************************************
 DV1279  DESIGNATION -  Q 475
 DV1279  PID         -  DV1279
 DV1279  STATE/COUNTY-  AZ/MARICOPA
 DV1279  USGS QUAD   -  WHITE TANK MTS (1971)
 DV1279
 DV1279                         *CURRENT SURVEY CONTROL
 DV1279  ___________________________________________________________________
 DV1279* NAD 83(1986)-  33 32 52.     (N)    112 30 50.     (W)     SCALED    
 DV1279* NAVD 88     -       437.911  (meters)    1436.71   (feet)  ADJUSTED  
 DV1279  ___________________________________________________________________
 DV1279  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV1279  DYNAMIC HT  -         437.406 (meters)    1435.06  (feet)  COMP
 DV1279  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DV1279
 DV1279  VERT ORDER  -  FIRST     CLASS II
 DV1279
 DV1279.The horizontal coordinates were scaled from a topographic map and have
 DV1279.an estimated accuracy of +/- 6 seconds.
 DV1279
 DV1279.The orthometric height was determined by differential leveling
 DV1279.and adjusted in June 1991.
 DV1279
 DV1279.The geoid height was determined by GEOID03.
 DV1279
 DV1279.The dynamic height is computed by dividing the NAVD 88
 DV1279.geopotential number by the normal gravity value computed on the
 DV1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1279.degrees latitude (g = 980.6199 gals.).
 DV1279
 DV1279.The modeled gravity was interpolated from observed gravity values.
 DV1279
 DV1279;                    North         East    Units  Estimated Accuracy
 DV1279;SPC AZ C     -   282,660.      157,900.      MT  (+/- 180 meters Scaled)
 DV1279
 DV1279                          SUPERSEDED SURVEY CONTROL
 DV1279
 DV1279.No superseded survey control is available for this station.
 DV1279
 DV1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC594130(NAD 83)
 DV1279_MARKER: DB = BENCH MARK DISK
 DV1279_SETTING: 66 = SET IN ROCK OUTCROP
 DV1279_SP_SET: ROCK OUTCROP
 DV1279_STAMPING: Q 475 1981
 DV1279_MARK LOGO: NGS   
 DV1279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1279+STABILITY: POSITION/ELEVATION WELL
 DV1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1279+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV1279
 DV1279  HISTORY     - Date     Condition        Report By
 DV1279  HISTORY     - 1981     MONUMENTED       NGS
 DV1279  HISTORY     - 20080427 GOOD             GEOCAC
 DV1279
 DV1279                          STATION DESCRIPTION
 DV1279
 DV1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1279'27.7 KM (17.2 MI) NW FROM GOODYEAR.
 DV1279'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1279'THENCE 6.5 KM 4.0 MI) NORTH ALONG PERRYVILLE ROAD, THENCE 0.8 KM
 DV1279'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 6.5 KM (4.0 MI) NORTH
 DV1279'ALONG CANAL ROAD, THENCE 1.1 KM (0.7 MI) WEST ALONG A DIRT ROAD
 DV1279'PARALLELING A POWER LINE, THENCE 2.8 KM (1.75 MI) WEST ALONG THE SOUTH
 DV1279'ONE OF TWO DIRT ROADS, THENCE 0.3 KM (0.2 MI) SOUTH ALONG A DIRT ROAD,
 DV1279'AT THE NORTH END OF A CURVE, IN TOP OF A GRANITE OUTCROP, 19.8 METERS
 DV1279'(65 FT) WEST OF THE CENTERLINE OF THE ROAD, 79.2 METERS (260 FT)
 DV1279'NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING WEST UP HILL, 9
 DV1279'METERS (29.5 FT) SOUTHWEST OF A 20 FOOT TALL SAGUARO CACTUS WITH 2
 DV1279'SMALL ARMS ON ITS SOUTH SIDE.
 DV1279'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DV1279'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV1279
 DV1279                          STATION RECOVERY (2008)
 DV1279
 DV1279'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1279'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV1279'32.875' W112 30.832'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1290 ***********************************************************************
 DV1290  DESIGNATION -  Q 476
 DV1290  PID         -  DV1290
 DV1290  STATE/COUNTY-  AZ/MARICOPA
 DV1290  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1290
 DV1290                         *CURRENT SURVEY CONTROL
 DV1290  ___________________________________________________________________
 DV1290* NAD 83(1986)-  33 29 54.     (N)    113 04 12.     (W)     SCALED    
 DV1290* NAVD 88     -       371.407  (meters)    1218.52   (feet)  ADJUSTED  
 DV1290  ___________________________________________________________________
 DV1290  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1290  DYNAMIC HT  -         370.981 (meters)    1217.13  (feet)  COMP
 DV1290  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 DV1290
 DV1290  VERT ORDER  -  FIRST     CLASS II
 DV1290
 DV1290.The horizontal coordinates were scaled from a topographic map and have
 DV1290.an estimated accuracy of +/- 6 seconds.
 DV1290
 DV1290.The orthometric height was determined by differential leveling
 DV1290.and adjusted in June 1991.
 DV1290
 DV1290.The geoid height was determined by GEOID03.
 DV1290
 DV1290.The dynamic height is computed by dividing the NAVD 88
 DV1290.geopotential number by the normal gravity value computed on the
 DV1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1290.degrees latitude (g = 980.6199 gals.).
 DV1290
 DV1290.The modeled gravity was interpolated from observed gravity values.
 DV1290
 DV1290;                    North         East    Units  Estimated Accuracy
 DV1290;SPC AZ C     -   277,610.      106,200.      MT  (+/- 180 meters Scaled)
 DV1290
 DV1290                          SUPERSEDED SURVEY CONTROL
 DV1290
 DV1290.No superseded survey control is available for this station.
 DV1290
 DV1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC077084(NAD 83)
 DV1290_MARKER: I = METAL ROD
 DV1290_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1290_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1290_STAMPING: Q 476 1981
 DV1290_MARK LOGO: NGS   
 DV1290_PROJECTION: FLUSH
 DV1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1290+STABILITY: POSITION/ELEVATION WELL
 DV1290_ROD/PIPE-DEPTH: 10.9 meters
 DV1290_SLEEVE-DEPTH  : 6.4 meters
 DV1290
 DV1290  HISTORY     - Date     Condition        Report By
 DV1290  HISTORY     - 1981     MONUMENTED       NGS
 DV1290  HISTORY     - 1981     GOOD             NGS
 DV1290
 DV1290                          STATION DESCRIPTION
 DV1290
 DV1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1290'12.2 KM (7.6 MI) NW FROM TONOPAH.
 DV1290'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1290'AT TONOPAH, THENCE 1.2 KM (0.75 MI) NORTHWEST ALONG THE SALOME ROAD,
 DV1290'0.3 KM (0.2 MI) NORTHWEST OF A DIRT ROAD LEADING NORTH, 24.4 METERS
 DV1290'(80 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4.3 METERS (14 FT)
 DV1290'NORTHEAST OF A LONE IRONWOOD TREE.
 DV1290'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1290'THE MARK IS 0.3 M ABOVE SALOME ROAD.
 DV1290
 DV1290                          STATION RECOVERY (1981)
 DV1290
 DV1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1290'PREVIOUSLY DESCRIBED IN FILE L24555 PART 2
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1379 ***********************************************************************
 DV1379  DESIGNATION -  Q 477
 DV1379  PID         -  DV1379
 DV1379  STATE/COUNTY-  AZ/LA PAZ
 DV1379  USGS QUAD   -  HARRISBURG VALLEY (1990)
 DV1379
 DV1379                         *CURRENT SURVEY CONTROL
 DV1379  ___________________________________________________________________
 DV1379* NAD 83(1986)-  33 44 29.     (N)    113 32 44.     (W)     SCALED    
 DV1379* NAVD 88     -       526.778  (meters)    1728.27   (feet)  ADJUSTED  
 DV1379  ___________________________________________________________________
 DV1379  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV1379  DYNAMIC HT  -         526.162 (meters)    1726.25  (feet)  COMP
 DV1379  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 DV1379
 DV1379  VERT ORDER  -  FIRST     CLASS II
 DV1379
 DV1379.The horizontal coordinates were scaled from a topographic map and have
 DV1379.an estimated accuracy of +/- 6 seconds.
 DV1379
 DV1379.The orthometric height was determined by differential leveling
 DV1379.and adjusted in June 1991.
 DV1379
 DV1379.The geoid height was determined by GEOID03.
 DV1379
 DV1379.The dynamic height is computed by dividing the NAVD 88
 DV1379.geopotential number by the normal gravity value computed on the
 DV1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1379.degrees latitude (g = 980.6199 gals.).
 DV1379
 DV1379.The modeled gravity was interpolated from observed gravity values.
 DV1379
 DV1379;                    North         East    Units  Estimated Accuracy
 DV1379;SPC AZ W     -   304,000.      232,300.      MT  (+/- 180 meters Scaled)
 DV1379
 DV1379                          SUPERSEDED SURVEY CONTROL
 DV1379
 DV1379.No superseded survey control is available for this station.
 DV1379
 DV1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC641363(NAD 83)
 DV1379_MARKER: I = METAL ROD
 DV1379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1379_SP_SET: STAINLESS STEEL ROD
 DV1379_STAMPING: Q 477 1981
 DV1379_MARK LOGO: NGS   
 DV1379_PROJECTION: FLUSH
 DV1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1379_ROD/PIPE-DEPTH: 5.8  meters
 DV1379
 DV1379  HISTORY     - Date     Condition        Report By
 DV1379  HISTORY     - 1981     MONUMENTED       NGS
 DV1379
 DV1379                          STATION DESCRIPTION
 DV1379
 DV1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1379'8.1 KM (5.05 MI) SE FROM SALOME.
 DV1379'8.1 KM (5.05 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1379'HIGHWAY 60 AT SALOME, 0.1 KM (0.05 MI) NORTHWEST OF THE NORTHWEST END
 DV1379'OF A CURVE, AT THE SOUTHEAST END OF A CURVE, 0.5 KM (0.3 MI) NORTHWEST
 DV1379'OF A WHITE FRAME RANCH HOUSE, 10.0 METERS (32.8 FT) NORTHEAST OF THE
 DV1379'CENTERLINE OF THE ROAD, 81.7 METERS (268 FT) SOUTHWEST OF THE FIRST
 DV1379'POWER LINE POLE SOUTHEAST OF A JUNCTION POLE WITH 4 SPURS LEADING TO
 DV1379'A WELL, 32.6 METERS (107 FT) NORTHEAST OF A TELEPHONE POLE WHICH IS
 DV1379'ON THE NORTHEAST EDGE OF A CONCRETE LINED IRRIGATION DITCH, 4.6 METERS
 DV1379'(15 FT) SOUTHEAST OF THE SOUTHEAST END OF A CUT BANK, THE ROD WAS
 DV1379'DRIVEN TO REFUSAL AT A DEPTH OF 19 FEET.
 DV1379'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 DV1379'THE MARK IS 1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1391 ***********************************************************************
 DV1391  DESIGNATION -  Q 478
 DV1391  PID         -  DV1391
 DV1391  STATE/COUNTY-  AZ/LA PAZ
 DV1391  USGS QUAD   -  BEAR HILLS (1990)
 DV1391
 DV1391                         *CURRENT SURVEY CONTROL
 DV1391  ___________________________________________________________________
 DV1391* NAD 83(1986)-  33 40 20.     (N)    113 58 38.     (W)     SCALED    
 DV1391* NAVD 88     -       436.891  (meters)    1433.37   (feet)  ADJUSTED  
 DV1391  ___________________________________________________________________
 DV1391  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1391  DYNAMIC HT  -         436.389 (meters)    1431.72  (feet)  COMP
 DV1391  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DV1391
 DV1391  VERT ORDER  -  FIRST     CLASS II
 DV1391
 DV1391.The horizontal coordinates were scaled from a topographic map and have
 DV1391.an estimated accuracy of +/- 6 seconds.
 DV1391
 DV1391.The orthometric height was determined by differential leveling
 DV1391.and adjusted in June 1991.
 DV1391
 DV1391.The geoid height was determined by GEOID03.
 DV1391
 DV1391.The dynamic height is computed by dividing the NAVD 88
 DV1391.geopotential number by the normal gravity value computed on the
 DV1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1391.degrees latitude (g = 980.6199 gals.).
 DV1391
 DV1391.The modeled gravity was interpolated from observed gravity values.
 DV1391
 DV1391;                    North         East    Units  Estimated Accuracy
 DV1391;SPC AZ W     -   296,330.      192,290.      MT  (+/- 180 meters Scaled)
 DV1391
 DV1391                          SUPERSEDED SURVEY CONTROL
 DV1391
 DV1391.No superseded survey control is available for this station.
 DV1391
 DV1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC239297(NAD 83)
 DV1391_MARKER: I = METAL ROD
 DV1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1391_SP_SET: STAINLESS STEEL ROD
 DV1391_STAMPING: Q 478 1981
 DV1391_MARK LOGO: NGS   
 DV1391_PROJECTION: FLUSH
 DV1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1391+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2008
 DV1391_ROD/PIPE-DEPTH: 3.7  meters
 DV1391
 DV1391  HISTORY     - Date     Condition        Report By
 DV1391  HISTORY     - 1981     MONUMENTED       NGS
 DV1391  HISTORY     - 1989     GOOD             USPSQD
 DV1391  HISTORY     - 20080218 GOOD             GEOCAC
 DV1391
 DV1391                          STATION DESCRIPTION
 DV1391
 DV1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1391'38.0 KM (23.6 MI) SW FROM SALOME.
 DV1391'38.0 KM (23.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1391'SALOME ROAD IN SALOME, 0.55 KM (0.35 MI) NORTHEAST OF HIGHWAY MILEPOST
 DV1391'33, 0.2 KM (0.1 MI) SOUTHWEST OF A CONCRETE BOX CULVERT UNDER THE
 DV1391'HIGHWAY, 32.9 METERS (108 FT) NORTHWEST OF THE CENTERLINE OF THE
 DV1391'HIGHWAY, 0.7 METERS (2.4 FT) EAST OF A BRACED ANGLE IRON POST IN THE
 DV1391'RIGHT-OF-WAY FENCE, 0.45 METERS (1.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 DV1391'FENCE.
 DV1391'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 DV1391'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DV1391
 DV1391                          STATION RECOVERY (1989)
 DV1391
 DV1391'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DV1391'RECOVERED IN GOOD CONDITION.
 DV1391
 DV1391                          STATION RECOVERY (2008)
 DV1391
 DV1391'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1391'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DV1391'COORDINATES OF N 33 40 19.6 W 113 58 36.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1296 ***********************************************************************
 DW1296  DESIGNATION -  Q 479
 DW1296  PID         -  DW1296
 DW1296  STATE/COUNTY-  AZ/LA PAZ
 DW1296  USGS QUAD   -  LA PAZ MTN (1970)
 DW1296
 DW1296                         *CURRENT SURVEY CONTROL
 DW1296  ___________________________________________________________________
 DW1296* NAD 83(1986)-  33 38 08.     (N)    114 23 49.     (W)     SCALED    
 DW1296* NAVD 88     -       257.489  (meters)     844.78   (feet)  ADJUSTED  
 DW1296  ___________________________________________________________________
 DW1296  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DW1296  DYNAMIC HT  -         257.203 (meters)     843.84  (feet)  COMP
 DW1296  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DW1296
 DW1296  VERT ORDER  -  FIRST     CLASS II
 DW1296
 DW1296.The horizontal coordinates were scaled from a topographic map and have
 DW1296.an estimated accuracy of +/- 6 seconds.
 DW1296
 DW1296.The orthometric height was determined by differential leveling
 DW1296.and adjusted in June 1991.
 DW1296
 DW1296.The geoid height was determined by GEOID03.
 DW1296
 DW1296.The dynamic height is computed by dividing the NAVD 88
 DW1296.geopotential number by the normal gravity value computed on the
 DW1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1296.degrees latitude (g = 980.6199 gals.).
 DW1296
 DW1296.The modeled gravity was interpolated from observed gravity values.
 DW1296
 DW1296;                    North         East    Units  Estimated Accuracy
 DW1296;SPC AZ W     -   292,430.      153,340.      MT  (+/- 180 meters Scaled)
 DW1296
 DW1296                          SUPERSEDED SURVEY CONTROL
 DW1296
 DW1296.No superseded survey control is available for this station.
 DW1296
 DW1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT414247(NAD 83)
 DW1296_MARKER: DB = BENCH MARK DISK
 DW1296_SETTING: 66 = SET IN ROCK OUTCROP
 DW1296_SP_SET: ROCK OUTCROP
 DW1296_STAMPING: Q 479 1981
 DW1296_MARK LOGO: NGS   
 DW1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1296+STABILITY: POSITION/ELEVATION WELL
 DW1296
 DW1296  HISTORY     - Date     Condition        Report By
 DW1296  HISTORY     - 1981     MONUMENTED       NGS
 DW1296
 DW1296                          STATION DESCRIPTION
 DW1296
 DW1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1296'13.4 KM (8.3 MI) EAST FROM EHRENBERG.
 DW1296'13.4 KM (8.3 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW1296'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.25 KM (0.15
 DW1296'MI) NORTHEAST OF HIGHWAY MILEPOST 8, ON THE SOUTHWEST EDGE OF GONZALES
 DW1296'WASH, SET IN TOP OF A ROCK OUTCROP ON THE NORTHEAST SIDE OF A ROCKY
 DW1296'KNOLL, 66.5 METERS (218 FT) NORTHWEST OF THE CENTERLINE OF THE
 DW1296'WEST-BOUND LANES, 70.5 METERS (231 FT) NORTHWEST OF THE SOUTHWEST END
 DW1296'OF A HEADWALL FOR A 5 CHANNEL BRIDGE UNDER THE WEST-BOUND LANES, 38.7
 DW1296'METERS (127 FT) SOUTHWEST ACROSS THE WASH FROM A TELEPHONE POLE, 8.6
 DW1296'METERS (28.2 FT) SOUTHEAST OF A LONE PALO VERDE TREE GROWING OUT OF
 DW1296'THE OUTCROP, 3.2 METERS (10.5 FT) NORTHWEST OF AN ANGLE IRON FENCE
 DW1296'POST CEMENTED IN THE OUTCROP, 3.0 METERS (10.0 FT) BELOW THE WEST
 DW1296'BOUND LANES.
 DW1296'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 DW1296'THE MARK IS 0.3 M BELOW THE WASH BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0178 ***********************************************************************
 ER0178  DESIGNATION -  Q 48
 ER0178  PID         -  ER0178
 ER0178  STATE/COUNTY-  AZ/APACHE
 ER0178  USGS QUAD   -  BARTH WELL (1979)
 ER0178
 ER0178                         *CURRENT SURVEY CONTROL
 ER0178  ___________________________________________________________________
 ER0178* NAD 83(1986)-  34 59 21.     (N)    109 06 42.     (W)     SCALED    
 ER0178* NAVD 88     -      1991.274  (meters)    6533.04   (feet)  ADJUSTED  
 ER0178  ___________________________________________________________________
 ER0178  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ER0178  DYNAMIC HT  -        1988.367 (meters)    6523.50  (feet)  COMP
 ER0178  MODELED GRAV-     979,104.1   (mgal)                       NAVD 88
 ER0178
 ER0178  VERT ORDER  -  SECOND    CLASS 0
 ER0178
 ER0178.The horizontal coordinates were scaled from a topographic map and have
 ER0178.an estimated accuracy of +/- 6 seconds.
 ER0178
 ER0178.The orthometric height was determined by differential leveling
 ER0178.and adjusted in June 1991.
 ER0178
 ER0178.The geoid height was determined by GEOID03.
 ER0178
 ER0178.The dynamic height is computed by dividing the NAVD 88
 ER0178.geopotential number by the normal gravity value computed on the
 ER0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0178.degrees latitude (g = 980.6199 gals.).
 ER0178
 ER0178.The modeled gravity was interpolated from observed gravity values.
 ER0178
 ER0178;                    North         East    Units  Estimated Accuracy
 ER0178;SPC AZ E     -   442,880.      309,670.      MT  (+/- 180 meters Scaled)
 ER0178
 ER0178                          SUPERSEDED SURVEY CONTROL
 ER0178
 ER0178  NGVD 29 (??/??/92) 1990.296  (m)         6529.83   (f) ADJ UNCH    2 0
 ER0178
 ER0178.Superseded values are not recommended for survey control.
 ER0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0178.See file dsdata.txt to determine how the superseded data were derived.
 ER0178
 ER0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD723734(NAD 83)
 ER0178_MARKER: DB = BENCH MARK DISK
 ER0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0178_STAMPING: Q-48 1934
 ER0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0178+STABILITY: SURFACE MOTION
 ER0178
 ER0178  HISTORY     - Date     Condition        Report By
 ER0178  HISTORY     - 1934     MONUMENTED       CGS
 ER0178  HISTORY     - 1973     MARK NOT FOUND   USGS
 ER0178
 ER0178                          STATION DESCRIPTION
 ER0178
 ER0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0178'16.7 MI W FROM ZUNI, NM.
 ER0178'16.7 MILES WEST OF, ALONG STATE HIGHWAY 61 4.4 MILES WEST OF ARIZONA
 ER0178'AND NEW MEXICO STATE LINE.  27 FEET SOUTH OF CENTER LINE OF HIGHWAY.
 ER0178
 ER0178                          STATION RECOVERY (1973)
 ER0178
 ER0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ER0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0760 ***********************************************************************
 ET0760  DESIGNATION -  Q 480
 ET0760  PID         -  ET0760
 ET0760  STATE/COUNTY-  AZ/LA PAZ
 ET0760  USGS QUAD   -  ALAMO DAM (1990)
 ET0760
 ET0760                         *CURRENT SURVEY CONTROL
 ET0760  ___________________________________________________________________
 ET0760* NAD 83(1986)-  34 08 25.     (N)    113 30 51.     (W)     SCALED    
 ET0760* NAVD 88     -       601.999  (meters)    1975.06   (feet)  ADJUSTED  
 ET0760  ___________________________________________________________________
 ET0760  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 ET0760  DYNAMIC HT  -         601.308 (meters)    1972.79  (feet)  COMP
 ET0760  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 ET0760
 ET0760  VERT ORDER  -  FIRST     CLASS II
 ET0760
 ET0760.The horizontal coordinates were scaled from a topographic map and have
 ET0760.an estimated accuracy of +/- 6 seconds.
 ET0760
 ET0760.The orthometric height was determined by differential leveling
 ET0760.and adjusted in June 1991.
 ET0760
 ET0760.The geoid height was determined by GEOID03.
 ET0760
 ET0760.The dynamic height is computed by dividing the NAVD 88
 ET0760.geopotential number by the normal gravity value computed on the
 ET0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0760.degrees latitude (g = 980.6199 gals.).
 ET0760
 ET0760.The modeled gravity was interpolated from observed gravity values.
 ET0760
 ET0760;                    North         East    Units  Estimated Accuracy
 ET0760;SPC AZ W     -   348,250.      235,110.      MT  (+/- 180 meters Scaled)
 ET0760
 ET0760                          SUPERSEDED SURVEY CONTROL
 ET0760
 ET0760.No superseded survey control is available for this station.
 ET0760
 ET0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC681805(NAD 83)
 ET0760_MARKER: I = METAL ROD
 ET0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0760_SP_SET: STAINLESS STEEL ROD
 ET0760_STAMPING: Q 480 1981
 ET0760_MARK LOGO: NGS   
 ET0760_PROJECTION: FLUSH
 ET0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0760+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0760_ROD/PIPE-DEPTH: 1.5  meters
 ET0760
 ET0760  HISTORY     - Date     Condition        Report By
 ET0760  HISTORY     - 1981     MONUMENTED       NGS
 ET0760  HISTORY     - 19990306 GOOD             USPSQD
 ET0760  HISTORY     - 20081016 GOOD             GEOCAC
 ET0760
 ET0760                          STATION DESCRIPTION
 ET0760
 ET0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0760'20.6 KM (12.8 MI) SE FROM ALAMO LAKE.
 ET0760'20.6 KM (12.8 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0760'SOUTHEAST END OF ALAMO DAM, 0.6 KM (0.4 MI) SOUTHWEST OF THE SOUTHWEST
 ET0760'END OF A SLIGHT ROAD CURVE, 15.5 METERS (51.0 FT) SOUTHEAST OF THE
 ET0760'CENTERLINE OF THE ROAD, 12.4 METERS (40.6 FT) SOUTHWEST OF THE
 ET0760'SOUTHEAST END OF A 36-INCH CORRUGATED PIPE CULVERT FOR A DRY WASH
 ET0760'UNDER THE ROAD.
 ET0760'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 ET0760'THE MARK IS 0.9 M BELOW THE ROAD.
 ET0760
 ET0760                          STATION RECOVERY (1999)
 ET0760
 ET0760'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0760'RECOVERED IN GOOD CONDITION.
 ET0760
 ET0760                          STATION RECOVERY (2008)
 ET0760
 ET0760'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0760'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF
 ET0760'N 34 08.428' W 113 30.849'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0808 ***********************************************************************
 ET0808  DESIGNATION -  Q 481
 ET0808  PID         -  ET0808
 ET0808  STATE/COUNTY-  AZ/MOHAVE
 ET0808  USGS QUAD   -  GROOM SPRING (1967)
 ET0808
 ET0808                         *CURRENT SURVEY CONTROL
 ET0808  ___________________________________________________________________
 ET0808* NAD 83(1986)-  34 31 55.     (N)    113 44 28.     (W)     SCALED    
 ET0808* NAVD 88     -       832.572  (meters)    2731.53   (feet)  ADJUSTED  
 ET0808  ___________________________________________________________________
 ET0808  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 ET0808  DYNAMIC HT  -         831.591 (meters)    2728.31  (feet)  COMP
 ET0808  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 ET0808  OBS GRAVITY -     979,428.7   (mgal)                       GRAV_OBS
 ET0808
 ET0808  VERT ORDER  -  FIRST     CLASS II
 ET0808
 ET0808.The horizontal coordinates were scaled from a topographic map and have
 ET0808.an estimated accuracy of +/- 6 seconds.
 ET0808
 ET0808.The orthometric height was determined by differential leveling
 ET0808.and adjusted in June 1991.
 ET0808
 ET0808.The geoid height was determined by GEOID03.
 ET0808
 ET0808.The dynamic height is computed by dividing the NAVD 88
 ET0808.geopotential number by the normal gravity value computed on the
 ET0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0808.degrees latitude (g = 980.6199 gals.).
 ET0808
 ET0808.The modeled gravity was interpolated from observed gravity values.
 ET0808.The observed gravity was obtained from relative gravimeter ties
 ET0808.to the IGSN71 gravity network.
 ET0808
 ET0808;                    North         East    Units  Estimated Accuracy
 ET0808;SPC AZ W     -   391,670.      214,180.      MT  (+/- 180 meters Scaled)
 ET0808
 ET0808                          SUPERSEDED SURVEY CONTROL
 ET0808
 ET0808.No superseded survey control is available for this station.
 ET0808
 ET0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD484245(NAD 83)
 ET0808_MARKER: I = METAL ROD
 ET0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0808_SP_SET: STAINLESS STEEL ROD
 ET0808_STAMPING: Q 481 1981
 ET0808_MARK LOGO: NGS   
 ET0808_PROJECTION: FLUSH
 ET0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0808_ROD/PIPE-DEPTH: 4.8  meters
 ET0808
 ET0808  HISTORY     - Date     Condition        Report By
 ET0808  HISTORY     - 1981     MONUMENTED       NGS
 ET0808
 ET0808                          STATION DESCRIPTION
 ET0808
 ET0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0808'54.7 KM (34.0 MI) SE FROM YUCCA.
 ET0808'54.7 KM (34.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0808'INTERSTATE HIGHWAY 40 IN YUCCA, 0.7 KM (0.45 MI) SOUTHEAST OF THE
 ET0808'JUNCTION OF A GRADED ROAD LEADING SOUTHEAST TOWARD COYOTE WELL, SET ON
 ET0808'TOP OF A LOW CUT, 11.4 METERS (37.4 FT) NORTHEAST OF THE CENTERLINE OF
 ET0808'THE ROAD, 3.65 METERS (12.0 FT) NORTHEAST OF A MOHAVE COUNTY
 ET0808'CONCRETE-FILLED-STOVE-PIPE BENCH MARK.
 ET0808'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 ET0808'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0787 ***********************************************************************
 ET0787  DESIGNATION -  Q 482
 ET0787  PID         -  ET0787
 ET0787  STATE/COUNTY-  AZ/MOHAVE
 ET0787  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0787
 ET0787                         *CURRENT SURVEY CONTROL
 ET0787  ___________________________________________________________________
 ET0787* NAD 83(1986)-  34 17 12.     (N)    113 37 56.     (W)     SCALED    
 ET0787* NAVD 88     -       452.969  (meters)    1486.12   (feet)  ADJUSTED  
 ET0787  ___________________________________________________________________
 ET0787  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0787  DYNAMIC HT  -         452.462 (meters)    1484.45  (feet)  COMP
 ET0787  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 ET0787  OBS GRAVITY -     979,500.5   (mgal)                       GRAV_OBS
 ET0787
 ET0787  VERT ORDER  -  FIRST     CLASS II
 ET0787
 ET0787.The horizontal coordinates were scaled from a topographic map and have
 ET0787.an estimated accuracy of +/- 6 seconds.
 ET0787
 ET0787.The orthometric height was determined by differential leveling
 ET0787.and adjusted in June 1991.
 ET0787
 ET0787.The geoid height was determined by GEOID03.
 ET0787
 ET0787.The dynamic height is computed by dividing the NAVD 88
 ET0787.geopotential number by the normal gravity value computed on the
 ET0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0787.degrees latitude (g = 980.6199 gals.).
 ET0787
 ET0787.The modeled gravity was interpolated from observed gravity values.
 ET0787.The observed gravity was obtained from relative gravimeter ties
 ET0787.to the IGSN71 gravity network.
 ET0787
 ET0787;                    North         East    Units  Estimated Accuracy
 ET0787;SPC AZ W     -   364,470.      224,200.      MT  (+/- 180 meters Scaled)
 ET0787
 ET0787                          SUPERSEDED SURVEY CONTROL
 ET0787
 ET0787.No superseded survey control is available for this station.
 ET0787
 ET0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC577970(NAD 83)
 ET0787_MARKER: DB = BENCH MARK DISK
 ET0787_SETTING: 66 = SET IN ROCK OUTCROP
 ET0787_SP_SET: ROCK OUTCROP
 ET0787_STAMPING: Q 482 1981
 ET0787_MARK LOGO: NGS   
 ET0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0787+STABILITY: POSITION/ELEVATION WELL
 ET0787
 ET0787  HISTORY     - Date     Condition        Report By
 ET0787  HISTORY     - 1981     MONUMENTED       NGS
 ET0787
 ET0787                          STATION DESCRIPTION
 ET0787
 ET0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0787'88.6 KM (55.05 MI) SE FROM YUCCA.
 ET0787'88.6 KM (55.05 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0787'INTERSTATE HIGHWAY 40 IN YUCCA, 0.25 KM (0.15 MI) NORTHWEST OF THE Y
 ET0787'JUNCTION OF A BLADED ROAD LEADING SOUTHEAST TO ALAMO LAKE, IN LINE
 ET0787'WITH A RAVINE, SET IN TOP OF A MASSIVE SLOPING, SANDSTONE OUTCROP ON
 ET0787'THE SOUTH SIDE OF A WASH PARALLELING THE ROAD, 12.0 METERS (39.5 FT)
 ET0787'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 15.4 METERS (50.5 FT)
 ET0787'SOUTHEAST OF THE CENTER OF THE TOP EDGE OF A SANDSTONE WATERFALL, 7.4
 ET0787'METERS (24.3 FT) SOUTH OF THE CENTERLINE OF THE WASH.
 ET0787'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 ET0787'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0895 ***********************************************************************
 FS0895  DESIGNATION -  Q 484
 FS0895  PID         -  FS0895
 FS0895  STATE/COUNTY-  AZ/MOHAVE
 FS0895  USGS QUAD   -  KINGMAN SE (1980)
 FS0895
 FS0895                         *CURRENT SURVEY CONTROL
 FS0895  ___________________________________________________________________
 FS0895* NAD 83(1986)-  35 04 18.     (N)    114 07 25.     (W)     SCALED    
 FS0895* NAVD 88     -       788.299  (meters)    2586.28   (feet)  ADJUSTED  
 FS0895  ___________________________________________________________________
 FS0895  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FS0895  DYNAMIC HT  -         787.397 (meters)    2583.32  (feet)  COMP
 FS0895  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 FS0895  OBS GRAVITY -     979,462.0   (mgal)                       GRAV_OBS
 FS0895
 FS0895  VERT ORDER  -  FIRST     CLASS II
 FS0895
 FS0895.The horizontal coordinates were scaled from a topographic map and have
 FS0895.an estimated accuracy of +/- 6 seconds.
 FS0895
 FS0895.The orthometric height was determined by differential leveling
 FS0895.and adjusted in June 1991.
 FS0895
 FS0895.The geoid height was determined by GEOID03.
 FS0895
 FS0895.The dynamic height is computed by dividing the NAVD 88
 FS0895.geopotential number by the normal gravity value computed on the
 FS0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0895.degrees latitude (g = 980.6199 gals.).
 FS0895
 FS0895.The modeled gravity was interpolated from observed gravity values.
 FS0895.The observed gravity was obtained from relative gravimeter ties
 FS0895.to the IGSN71 gravity network.
 FS0895
 FS0895;                    North         East    Units  Estimated Accuracy
 FS0895;SPC AZ W     -   451,600.      179,290.      MT  (+/- 180 meters Scaled)
 FS0895
 FS0895                          SUPERSEDED SURVEY CONTROL
 FS0895
 FS0895.No superseded survey control is available for this station.
 FS0895
 FS0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU622847(NAD 83)
 FS0895_MARKER: DB = BENCH MARK DISK
 FS0895_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0895_SP_SET: HEADWALL
 FS0895_STAMPING: Q 484 1981
 FS0895_MARK LOGO: NGS   
 FS0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0895
 FS0895  HISTORY     - Date     Condition        Report By
 FS0895  HISTORY     - 1981     MONUMENTED       NGS
 FS0895
 FS0895                          STATION DESCRIPTION
 FS0895
 FS0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0895'15.8 KM (9.8 MI) SW FROM KINGMAN.
 FS0895'15.8 KM (9.8 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0895'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, IN TOP OF
 FS0895'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 4-CHANNEL BOX
 FS0895'CULVERT, 9.1 METERS (30 FT) NORTHWEST OF THE WEST LANES.
 FS0895'THE MARK IS ABOVE LEVEL WITH THE WEST LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0963 ***********************************************************************
 FS0963  DESIGNATION -  Q 485
 FS0963  PID         -  FS0963
 FS0963  STATE/COUNTY-  AZ/MOHAVE
 FS0963  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0963
 FS0963                         *CURRENT SURVEY CONTROL
 FS0963  ___________________________________________________________________
 FS0963* NAD 83(1986)-  35 53 56.     (N)    114 37 39.     (W)     SCALED    
 FS0963* NAVD 88     -       583.125  (meters)    1913.14   (feet)  ADJUSTED  
 FS0963  ___________________________________________________________________
 FS0963  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FS0963  DYNAMIC HT  -         582.538 (meters)    1911.21  (feet)  COMP
 FS0963  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 FS0963
 FS0963  VERT ORDER  -  FIRST     CLASS II
 FS0963
 FS0963.The horizontal coordinates were scaled from a topographic map and have
 FS0963.an estimated accuracy of +/- 6 seconds.
 FS0963
 FS0963.The orthometric height was determined by differential leveling
 FS0963.and adjusted in June 1991.
 FS0963
 FS0963.The geoid height was determined by GEOID03.
 FS0963
 FS0963.The dynamic height is computed by dividing the NAVD 88
 FS0963.geopotential number by the normal gravity value computed on the
 FS0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0963.degrees latitude (g = 980.6199 gals.).
 FS0963
 FS0963.The modeled gravity was interpolated from observed gravity values.
 FS0963
 FS0963;                    North         East    Units  Estimated Accuracy
 FS0963;SPC AZ W     -   543,670.      134,150.      MT  (+/- 180 meters Scaled)
 FS0963
 FS0963                          SUPERSEDED SURVEY CONTROL
 FS0963
 FS0963.No superseded survey control is available for this station.
 FS0963
 FS0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV141753(NAD 83)
 FS0963_MARKER: DB = BENCH MARK DISK
 FS0963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0963_SP_SET: HEASWALL
 FS0963_STAMPING: Q 485 1981
 FS0963_MARK LOGO: NGS   
 FS0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0963+STABILITY: SURFACE MOTION
 FS0963
 FS0963  HISTORY     - Date     Condition        Report By
 FS0963  HISTORY     - 1981     MONUMENTED       NGS
 FS0963
 FS0963                          STATION DESCRIPTION
 FS0963
 FS0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0963'18.4 KM (11.45 MI) SE FROM HOOVER DAM.
 FS0963'18.4 KM (11.45 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0963'END OF HOOVER DAM, IN TOP AND 15 CM (5 INCHES) NORTH OF THE SOUTH END
 FS0963'OF THE EAST HEADWALL OF A LARGE DOUBLE BOX CULVERT, 15.1 METERS (49.5
 FS0963'FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0963'THE MARK IS 4.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0688 ***********************************************************************
 FR0688  DESIGNATION -  Q 486
 FR0688  PID         -  FR0688
 FR0688  STATE/COUNTY-  AZ/MOHAVE
 FR0688  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0688
 FR0688                         *CURRENT SURVEY CONTROL
 FR0688  ___________________________________________________________________
 FR0688* NAD 83(1986)-  35 18 15.     (N)    113 55 25.     (W)     SCALED    
 FR0688* NAVD 88     -      1000.195  (meters)    3281.47   (feet)  ADJUSTED  
 FR0688  ___________________________________________________________________
 FR0688  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FR0688  DYNAMIC HT  -         999.005 (meters)    3277.57  (feet)  COMP
 FR0688  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 FR0688
 FR0688  VERT ORDER  -  FIRST     CLASS II
 FR0688
 FR0688.The horizontal coordinates were scaled from a topographic map and have
 FR0688.an estimated accuracy of +/- 6 seconds.
 FR0688
 FR0688.The orthometric height was determined by differential leveling
 FR0688.and adjusted in June 1991.
 FR0688
 FR0688.The geoid height was determined by GEOID03.
 FR0688
 FR0688.The dynamic height is computed by dividing the NAVD 88
 FR0688.geopotential number by the normal gravity value computed on the
 FR0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0688.degrees latitude (g = 980.6199 gals.).
 FR0688
 FR0688.The modeled gravity was interpolated from observed gravity values.
 FR0688
 FR0688;                    North         East    Units  Estimated Accuracy
 FR0688;SPC AZ W     -   477,350.      197,570.      MT  (+/- 180 meters Scaled)
 FR0688
 FR0688                          SUPERSEDED SURVEY CONTROL
 FR0688
 FR0688.No superseded survey control is available for this station.
 FR0688
 FR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE341106(NAD 83)
 FR0688_MARKER: I = METAL ROD
 FR0688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0688_SP_SET: STAINLESS STEEL ROD
 FR0688_STAMPING: Q 486 1982
 FR0688_MARK LOGO: NGS   
 FR0688_PROJECTION: FLUSH
 FR0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0688_ROD/PIPE-DEPTH: 5.0  meters
 FR0688
 FR0688  HISTORY     - Date     Condition        Report By
 FR0688  HISTORY     - 1982     MONUMENTED       NGS
 FR0688
 FR0688                          STATION DESCRIPTION
 FR0688
 FR0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0688'18.5 KM (11.5 MI) NE FROM KINGMAN.
 FR0688'18.5 KM (11.5 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0688'FE RAILROAD FROM THE STATION AT KINGMAN, AT RAILROAD MILEPOST 505, 0.5
 FR0688'KM (0.3 MILE) SOUTH OF AN OLD CAFE (NOW A JUNK YARD), 32.0 METERS
 FR0688'(105.0 FEET) NORTHWEST OF THE NORTHWEST RAIL, 10.3 METERS (34.0 FEET)
 FR0688'NORTHWEST OF THE CENTERLINE OF AN ACCESS ROAD.
 FR0688'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FR0688'THE MARK IS 2.1 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0718 ***********************************************************************
 FR0718  DESIGNATION -  Q 487
 FR0718  PID         -  FR0718
 FR0718  STATE/COUNTY-  AZ/MOHAVE
 FR0718  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0718
 FR0718                         *CURRENT SURVEY CONTROL
 FR0718  ___________________________________________________________________
 FR0718* NAD 83(1986)-  35 31 22.     (N)    113 29 00.     (W)     SCALED    
 FR0718* NAVD 88     -      1453.718  (meters)    4769.41   (feet)  ADJUSTED  
 FR0718  ___________________________________________________________________
 FR0718  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FR0718  DYNAMIC HT  -        1451.899 (meters)    4763.44  (feet)  COMP
 FR0718  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 FR0718
 FR0718  VERT ORDER  -  FIRST     CLASS II
 FR0718
 FR0718.The horizontal coordinates were scaled from a topographic map and have
 FR0718.an estimated accuracy of +/- 6 seconds.
 FR0718
 FR0718.The orthometric height was determined by differential leveling
 FR0718.and adjusted in June 1991.
 FR0718
 FR0718.The geoid height was determined by GEOID03.
 FR0718
 FR0718.The dynamic height is computed by dividing the NAVD 88
 FR0718.geopotential number by the normal gravity value computed on the
 FR0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0718.degrees latitude (g = 980.6199 gals.).
 FR0718
 FR0718.The modeled gravity was interpolated from observed gravity values.
 FR0718
 FR0718;                    North         East    Units  Estimated Accuracy
 FR0718;SPC AZ W     -   501,620.      237,550.      MT  (+/- 180 meters Scaled)
 FR0718
 FR0718                          SUPERSEDED SURVEY CONTROL
 FR0718
 FR0718.No superseded survey control is available for this station.
 FR0718
 FR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE748338(NAD 83)
 FR0718_MARKER: I = METAL ROD
 FR0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0718_SP_SET: STAINLESS STEEL ROD
 FR0718_STAMPING: Q 487 1982
 FR0718_MARK LOGO: NGS   
 FR0718_PROJECTION: FLUSH
 FR0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0718_ROD/PIPE-DEPTH: 2.4  meters
 FR0718
 FR0718  HISTORY     - Date     Condition        Report By
 FR0718  HISTORY     - 1982     MONUMENTED       NGS
 FR0718
 FR0718                          STATION DESCRIPTION
 FR0718
 FR0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0718'5.3 KM (3.3 MI) SW FROM PEACH SPRINGS.
 FR0718'5.3 KM (3.3 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0718'AT PEACH SPRINGS, AT HIGHWAY MILEPOST 100 AND A POINT WHERE A POWER
 FR0718'LINE CROSSES THE HIGHWAY, 52.7 METERS (173.0 FEET) SOUTHWEST OF THE
 FR0718'SOUTHWEST END OF A STEEL GURARD RAIL, 32.0 METERS (105.0 FEET)
 FR0718'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FEET)
 FR0718'SOUTHWEST OF A CABLE STAND, 1.2 METERS (4.0 FEET) NORTHWEST OF A
 FR0718'FENCE, 0.6 METER (2.0 FEET) SOUTHWEST OF TELEPHONE POLE NO 1, DRIVEN
 FR0718'TO REFUSSAL.
 FR0718'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FR0718'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0753 ***********************************************************************
 FR0753  DESIGNATION -  Q 488
 FR0753  PID         -  FR0753
 FR0753  STATE/COUNTY-  AZ/YAVAPAI
 FR0753  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0753
 FR0753                         *CURRENT SURVEY CONTROL
 FR0753  ___________________________________________________________________
 FR0753* NAD 83(2007)-  35 20 06.52222(N)    112 55 40.61365(W)     ADJUSTED  
 FR0753* NAVD 88     -      1612.101  (meters)    5289.03   (feet)  ADJUSTED  
 FR0753  ___________________________________________________________________
 FR0753  EPOCH DATE  -        2007.00
 FR0753  X           -  -2,029,795.626 (meters)                     COMP
 FR0753  Y           -  -4,798,667.822 (meters)                     COMP
 FR0753  Z           -   3,669,179.954 (meters)                     COMP
 FR0753  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 FR0753  ELLIP HEIGHT-        1586.742 (meters)          (02/10/07) ADJUSTED
 FR0753  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0753  DYNAMIC HT  -        1609.997 (meters)    5282.13  (feet)  COMP
 FR0753
 FR0753  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0753  Type    PID    Designation                      North   East  Ellip
 FR0753  -------------------------------------------------------------------
 FR0753  NETWORK FR0753 Q 488                             0.39   0.31   0.80
 FR0753  -------------------------------------------------------------------
 FR0753  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 FR0753
 FR0753  VERT ORDER  -  FIRST     CLASS II
 FR0753
 FR0753.The horizontal coordinates were established by GPS observations
 FR0753.and adjusted by the National Geodetic Survey in February 2007.
 FR0753
 FR0753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0753.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0753.The horizontal coordinates are valid at the epoch date displayed above.
 FR0753.The epoch date for horizontal control is a decimal equivalence
 FR0753.of Year/Month/Day.
 FR0753
 FR0753.The orthometric height was determined by differential leveling
 FR0753.and adjusted in June 1991.
 FR0753
 FR0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0753
 FR0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0753
 FR0753.The ellipsoidal height was determined by GPS observations
 FR0753.and is referenced to NAD 83.
 FR0753
 FR0753.The geoid height was determined by GEOID03.
 FR0753
 FR0753.The dynamic height is computed by dividing the NAVD 88
 FR0753.geopotential number by the normal gravity value computed on the
 FR0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0753.degrees latitude (g = 980.6199 gals.).
 FR0753
 FR0753.The modeled gravity was interpolated from observed gravity values.
 FR0753
 FR0753;                    North         East     Units Scale Factor Converg.
 FR0753;SPC AZ C     -   481,221.972   121,427.549   MT  1.00000412   -0 35 05.7
 FR0753;SPC AZ C     - 1,578,812.24    398,384.35   iFT  1.00000412   -0 35 05.7
 FR0753;UTM  12      - 3,911,915.773   324,780.827   MT  0.99997837   -1 06 55.2
 FR0753
 FR0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0753!SPC AZ C     -   0.99975101  x   1.00000412  =   0.99975512
 FR0753!UTM  12      -   0.99975101  x   0.99997837  =   0.99972938
 FR0753
 FR0753                          SUPERSEDED SURVEY CONTROL
 FR0753
 FR0753  NAD 83(1992)-  35 20 06.52205(N)    112 55 40.61312(W) AD(       ) B
 FR0753  ELLIP H (08/22/05) 1586.746  (m)                       GP(       ) 3 1
 FR0753  NAVD 88 (08/22/05) 1612.15   (m)         5289.2    (f) LEVELING    3  
 FR0753
 FR0753.Superseded values are not recommended for survey control.
 FR0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0753.See file dsdata.txt to determine how the superseded data were derived.
 FR0753
 FR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2478111916(NAD 83)
 FR0753_MARKER: DB = BENCH MARK DISK
 FR0753_SETTING: 66 = SET IN ROCK OUTCROP
 FR0753_SP_SET: ROCK OUTCROP
 FR0753_STAMPING: Q 488 1982
 FR0753_MARK LOGO: NGS   
 FR0753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0753+STABILITY: POSITION/ELEVATION WELL
 FR0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0753+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0753
 FR0753  HISTORY     - Date     Condition        Report By
 FR0753  HISTORY     - 1982     MONUMENTED       NGS
 FR0753  HISTORY     - 20050401 GOOD             NGS
 FR0753
 FR0753                          STATION DESCRIPTION
 FR0753
 FR0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0753'4.8 KM (3.0 MI) NW FROM SELIGMAN.
 FR0753'4.8 KM (3.0 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0753'RAILROAD FROM THE STATION IN SELIGMAN, 0.3 KM (0.2 MI) NOETHWEST OF
 FR0753'THE CROSSING OF FORT ROCK ROAD LEADING SOUTHWEST, IN TOP OF AN OUTCROP
 FR0753'FLUSH WITH THE GROUND (VISABLE IN A TRACK ROAD) BETWEEN THE RAILROAD
 FR0753'AND US HIGHWAY 66, AT THE SOUTHEAST END OF A HIGHWAY FILL AND A GUARD
 FR0753'RAIL, 67 METERS (220 FT) NORTHWEST OF SEMIPHORE 431.4, 22.8 METERS (75
 FR0753'FT) NORTHEAST OF THE NORTHEAST RAIL, 3.6 METERS (12 FT) NORTHEAST OF
 FR0753'THE CENTER OF A TRACK ROAD, 27.4 METERS (90 FT) SOUTH OF A JUNIPER
 FR0753'TREE, 18.2 METERS (60 FT) SOUTHEAST OF A JUNIPER TREE AND 10 FEET
 FR0753'BELOW THE HIGHWAY.
 FR0753'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 FR0753'THE MARK IS 3 M BELOW THE RAILS.
 FR0753
 FR0753                          STATION RECOVERY (2005)
 FR0753
 FR0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0753'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0776 ***********************************************************************
 FR0776  DESIGNATION -  Q 489
 FR0776  PID         -  FR0776
 FR0776  STATE/COUNTY-  AZ/COCONINO
 FR0776  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0776
 FR0776                         *CURRENT SURVEY CONTROL
 FR0776  ___________________________________________________________________
 FR0776* NAD 83(1986)-  35 13 12.     (N)    112 17 14.     (W)     SCALED    
 FR0776* NAVD 88     -      1989.978  (meters)    6528.79   (feet)  ADJUSTED  
 FR0776  ___________________________________________________________________
 FR0776  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FR0776  DYNAMIC HT  -        1987.211 (meters)    6519.71  (feet)  COMP
 FR0776  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 FR0776
 FR0776  VERT ORDER  -  FIRST     CLASS II
 FR0776
 FR0776.The horizontal coordinates were scaled from a topographic map and have
 FR0776.an estimated accuracy of +/- 6 seconds.
 FR0776
 FR0776.The orthometric height was determined by differential leveling
 FR0776.and adjusted in June 1991.
 FR0776
 FR0776.The geoid height was determined by GEOID03.
 FR0776
 FR0776.The dynamic height is computed by dividing the NAVD 88
 FR0776.geopotential number by the normal gravity value computed on the
 FR0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0776.degrees latitude (g = 980.6199 gals.).
 FR0776
 FR0776.The modeled gravity was interpolated from observed gravity values.
 FR0776
 FR0776;                    North         East    Units  Estimated Accuracy
 FR0776;SPC AZ C     -   468,040.      179,630.      MT  (+/- 180 meters Scaled)
 FR0776
 FR0776                          SUPERSEDED SURVEY CONTROL
 FR0776
 FR0776.No superseded survey control is available for this station.
 FR0776
 FR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD828982(NAD 83)
 FR0776_MARKER: DB = BENCH MARK DISK
 FR0776_SETTING: 66 = SET IN ROCK OUTCROP
 FR0776_SP_SET: ROCK OUTCROP
 FR0776_STAMPING: Q 489 1982
 FR0776_MARK LOGO: NGS   
 FR0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0776+STABILITY: POSITION/ELEVATION WELL
 FR0776
 FR0776  HISTORY     - Date     Condition        Report By
 FR0776  HISTORY     - 1982     MONUMENTED       NGS
 FR0776
 FR0776                          STATION DESCRIPTION
 FR0776
 FR0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0776'10.2 KM (6.4 MI) WEST FROM WILLIAMS.
 FR0776'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0776'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 8.0 KM (5.0 MI) WEST
 FR0776'ALONG INTERSTATE HIGHWAY 40, IN TOP OF A MASSIVE OUTCROP, AT A PULLOUT
 FR0776'AREA AT THE SOUTH END OF THE MCLELLAN RESERVIOR DAM, 28.3 METERS (93
 FR0776'FT) SOUTH OF THE SOUTH END OF THE DAM, 9.1 METERS (30 FT) SOUTH OF THE
 FR0776'CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 73.1 METERS (240 FT) WEST
 FR0776'OF THE EAST END OF A CUT, 3.6 METERS (12 FT) WEST OF A POINT IN LINE
 FR0776'WITH CURVE OF DAM.
 FR0776'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FR0776'THE MARK IS 1 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0387 ***********************************************************************
 FQ0387  DESIGNATION -  Q 490
 FQ0387  PID         -  FQ0387
 FQ0387  STATE/COUNTY-  AZ/COCONINO
 FQ0387  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0387
 FQ0387                         *CURRENT SURVEY CONTROL
 FQ0387  ___________________________________________________________________
 FQ0387* NAD 83(1986)-  35 11 43.     (N)    111 44 16.     (W)     SCALED    
 FQ0387* NAVD 88     -      2224.276  (meters)    7297.48   (feet)  ADJUSTED  
 FQ0387  ___________________________________________________________________
 FQ0387  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 FQ0387  DYNAMIC HT  -        2221.099 (meters)    7287.06  (feet)  COMP
 FQ0387  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 FQ0387
 FQ0387  VERT ORDER  -  FIRST     CLASS II
 FQ0387
 FQ0387.The horizontal coordinates were scaled from a topographic map and have
 FQ0387.an estimated accuracy of +/- 6 seconds.
 FQ0387
 FQ0387.The orthometric height was determined by differential leveling
 FQ0387.and adjusted in June 1991.
 FQ0387
 FQ0387.The geoid height was determined by GEOID03.
 FQ0387
 FQ0387.The dynamic height is computed by dividing the NAVD 88
 FQ0387.geopotential number by the normal gravity value computed on the
 FQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0387.degrees latitude (g = 980.6199 gals.).
 FQ0387
 FQ0387.The modeled gravity was interpolated from observed gravity values.
 FQ0387
 FQ0387;                    North         East    Units  Estimated Accuracy
 FQ0387;SPC AZ C     -   465,250.      229,650.      MT  (+/- 180 meters Scaled)
 FQ0387
 FQ0387                          SUPERSEDED SURVEY CONTROL
 FQ0387
 FQ0387.No superseded survey control is available for this station.
 FQ0387
 FQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD328949(NAD 83)
 FQ0387_MARKER: DB = BENCH MARK DISK
 FQ0387_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0387_SP_SET: ROCK OUTCROP
 FQ0387_STAMPING: Q 490 1982
 FQ0387_MARK LOGO: NGS   
 FQ0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0387+STABILITY: POSITION/ELEVATION WELL
 FQ0387
 FQ0387  HISTORY     - Date     Condition        Report By
 FQ0387  HISTORY     - 1982     MONUMENTED       NGS
 FQ0387  HISTORY     - 1982     GOOD             NGS
 FQ0387  HISTORY     - 1982     GOOD             NGS
 FQ0387  HISTORY     - 1983     GOOD             NGS
 FQ0387
 FQ0387                          STATION DESCRIPTION
 FQ0387
 FQ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0387'7.4 KM 4.6 MI) WEST FROM FLAGSTAFF.
 FQ0387'7.4 KM (4.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0387'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, AT THE NORTH CORNER OF OF THE
 FQ0387'BRIDGE OVER THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD, AT THE BASE
 FQ0387'OF A LARGE HIGHWAY SIGN READING A-1 MT. RD EXIT, IN TOP OF A 4 BY 6
 FQ0387'FOOT VOLCANIC OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 27.4 METERS
 FQ0387'(90 FT) NORTHWEST OF A POINT OVER THE NORTHRAIL, 10.0 METERS (33 FT)
 FQ0387'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 7.3
 FQ0387'METERS (24 FT) NORTH OF THE NORTHWEST END OF THE NORTHEAST GUARDRAIL,
 FQ0387'5.4 METERS (18 FT) SOUTHWEST OF THE CENTER POST OF THE EXIT SIGN.
 FQ0387'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0387'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND LANES.
 FQ0387
 FQ0387                          STATION RECOVERY (1982)
 FQ0387
 FQ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0387'RECOVERED IN GOOD CONDITION.
 FQ0387
 FQ0387                          STATION RECOVERY (1982)
 FQ0387
 FQ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0387'RECOVERED IN GOOD CONDITION.
 FQ0387
 FQ0387                          STATION RECOVERY (1983)
 FQ0387
 FQ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0649 ***********************************************************************
 ES0649  DESIGNATION -  Q 491
 ES0649  PID         -  ES0649
 ES0649  STATE/COUNTY-  AZ/COCONINO
 ES0649  USGS QUAD   -  MUNDS PARK (1974)
 ES0649
 ES0649                         *CURRENT SURVEY CONTROL
 ES0649  ___________________________________________________________________
 ES0649* NAD 83(1986)-  34 53 08.     (N)    111 44 33.     (W)     SCALED    
 ES0649* NAVD 88     -      1377.864  (meters)    4520.54   (feet)  ADJUSTED  
 ES0649  ___________________________________________________________________
 ES0649  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0649  DYNAMIC HT  -        1376.075 (meters)    4514.67  (feet)  COMP
 ES0649  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 ES0649
 ES0649  VERT ORDER  -  FIRST     CLASS II
 ES0649
 ES0649.The horizontal coordinates were scaled from a topographic map and have
 ES0649.an estimated accuracy of +/- 6 seconds.
 ES0649
 ES0649.The orthometric height was determined by differential leveling
 ES0649.and adjusted in June 1991.
 ES0649
 ES0649.The geoid height was determined by GEOID03.
 ES0649
 ES0649.The dynamic height is computed by dividing the NAVD 88
 ES0649.geopotential number by the normal gravity value computed on the
 ES0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0649.degrees latitude (g = 980.6199 gals.).
 ES0649
 ES0649.The modeled gravity was interpolated from observed gravity values.
 ES0649
 ES0649;                    North         East    Units  Estimated Accuracy
 ES0649;SPC AZ C     -   430,890.      229,280.      MT  (+/- 180 meters Scaled)
 ES0649
 ES0649                          SUPERSEDED SURVEY CONTROL
 ES0649
 ES0649.No superseded survey control is available for this station.
 ES0649
 ES0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD321606(NAD 83)
 ES0649_MARKER: DB = BENCH MARK DISK
 ES0649_SETTING: 66 = SET IN ROCK OUTCROP
 ES0649_SP_SET: ROCK OUTCROP
 ES0649_STAMPING: Q 491 1982
 ES0649_MARK LOGO: NGS   
 ES0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0649+STABILITY: POSITION/ELEVATION WELL
 ES0649
 ES0649  HISTORY     - Date     Condition        Report By
 ES0649  HISTORY     - 1982     MONUMENTED       NGS
 ES0649  HISTORY     - 19950712 GOOD             USPSQD
 ES0649
 ES0649                          STATION DESCRIPTION
 ES0649
 ES0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0649'3.0 KM (1.9 MI) NORTH FROM SEDONA.
 ES0649'3.0 KM (1.9 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0649'OFFICE IN SEDONA, IN TOP OF THE BASE OF A SANDSTONE LEDGE AT THE WEST
 ES0649'END OF THE MIDGLEY BRIDGE, 29.2 METERS (96.0 FT) NORTH OF THE HIGHWAY
 ES0649'CENTERLINE, 4.5 METERS (15.0 FT) WEST OF A DIRT ROAD.
 ES0649'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0649'THE MARK IS 0.3 M ABOVE THE ROAD.
 ES0649
 ES0649                          STATION RECOVERY (1995)
 ES0649
 ES0649'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0465 ***********************************************************************
 FQ0465  DESIGNATION -  Q 492
 FQ0465  PID         -  FQ0465
 FQ0465  STATE/COUNTY-  AZ/COCONINO
 FQ0465  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0465
 FQ0465                         *CURRENT SURVEY CONTROL
 FQ0465  ___________________________________________________________________
 FQ0465* NAD 83(1986)-  35 19 49.     (N)    111 32 46.     (W)     SCALED    
 FQ0465* NAVD 88     -      2070.170  (meters)    6791.88   (feet)  ADJUSTED  
 FQ0465  ___________________________________________________________________
 FQ0465  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0465  DYNAMIC HT  -        2067.257 (meters)    6782.33  (feet)  COMP
 FQ0465  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 FQ0465
 FQ0465  VERT ORDER  -  FIRST     CLASS II
 FQ0465
 FQ0465.The horizontal coordinates were scaled from a topographic map and have
 FQ0465.an estimated accuracy of +/- 6 seconds.
 FQ0465
 FQ0465.The orthometric height was determined by differential leveling
 FQ0465.and adjusted in June 1991.
 FQ0465
 FQ0465.The geoid height was determined by GEOID03.
 FQ0465
 FQ0465.The dynamic height is computed by dividing the NAVD 88
 FQ0465.geopotential number by the normal gravity value computed on the
 FQ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0465.degrees latitude (g = 980.6199 gals.).
 FQ0465
 FQ0465.The modeled gravity was interpolated from observed gravity values.
 FQ0465
 FQ0465;                    North         East    Units  Estimated Accuracy
 FQ0465;SPC AZ C     -   480,280.      247,050.      MT  (+/- 180 meters Scaled)
 FQ0465
 FQ0465                          SUPERSEDED SURVEY CONTROL
 FQ0465
 FQ0465.No superseded survey control is available for this station.
 FQ0465
 FQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE503098(NAD 83)
 FQ0465_MARKER: DB = BENCH MARK DISK
 FQ0465_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0465_SP_SET: ROCK OUTCROP
 FQ0465_STAMPING: Q 492 1982
 FQ0465_MARK LOGO: NGS   
 FQ0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0465+STABILITY: POSITION/ELEVATION WELL
 FQ0465
 FQ0465  HISTORY     - Date     Condition        Report By
 FQ0465  HISTORY     - 1982     MONUMENTED       NGS
 FQ0465
 FQ0465                          STATION DESCRIPTION
 FQ0465
 FQ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0465'24.0 KM (14.9 MI) NORTH FROM FLAGSTAFF.
 FQ0465'24.0 KM (14.9 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0465'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.2 KM (0.1 MI) SOUTH OF
 FQ0465'MILEPOST 427, IN TOP OF THE LOWER LEDGE OF A VOLCANIC OUTCROP IN THE
 FQ0465'CUT BANK, 12.1 METERS (40 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 FQ0465'27.4 METERS (90 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 FQ0465'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FQ0465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0670 ***********************************************************************
 ES0670  DESIGNATION -  Q 493
 ES0670  PID         -  ES0670
 ES0670  STATE/COUNTY-  AZ/YAVAPAI
 ES0670  USGS QUAD   -  CORNVILLE (1968)
 ES0670
 ES0670                         *CURRENT SURVEY CONTROL
 ES0670  ___________________________________________________________________
 ES0670* NAD 83(1986)-  34 42 05.     (N)    111 59 18.     (W)     SCALED    
 ES0670* NAVD 88     -      1027.022  (meters)    3369.49   (feet)  ADJUSTED  
 ES0670  ___________________________________________________________________
 ES0670  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 ES0670  DYNAMIC HT  -        1025.734 (meters)    3365.26  (feet)  COMP
 ES0670  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 ES0670
 ES0670  VERT ORDER  -  FIRST     CLASS II
 ES0670
 ES0670.The horizontal coordinates were scaled from a topographic map and have
 ES0670.an estimated accuracy of +/- 6 seconds.
 ES0670
 ES0670.The orthometric height was determined by differential leveling
 ES0670.and adjusted in June 1991.
 ES0670
 ES0670.The geoid height was determined by GEOID03.
 ES0670
 ES0670.The dynamic height is computed by dividing the NAVD 88
 ES0670.geopotential number by the normal gravity value computed on the
 ES0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0670.degrees latitude (g = 980.6199 gals.).
 ES0670
 ES0670.The modeled gravity was interpolated from observed gravity values.
 ES0670
 ES0670;                    North         East    Units  Estimated Accuracy
 ES0670;SPC AZ C     -   410,450.      206,800.      MT  (+/- 180 meters Scaled)
 ES0670
 ES0670                          SUPERSEDED SURVEY CONTROL
 ES0670
 ES0670.No superseded survey control is available for this station.
 ES0670
 ES0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD094403(NAD 83)
 ES0670_MARKER: DB = BENCH MARK DISK
 ES0670_SETTING: 66 = SET IN ROCK OUTCROP
 ES0670_SP_SET: ROCK OUTCROP
 ES0670_STAMPING: Q 493 1982
 ES0670_MARK LOGO: NGS   
 ES0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0670+STABILITY: POSITION/ELEVATION WELL
 ES0670
 ES0670  HISTORY     - Date     Condition        Report By
 ES0670  HISTORY     - 1982     MONUMENTED       NGS
 ES0670
 ES0670                          STATION DESCRIPTION
 ES0670
 ES0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0670'2.6 KM (1.6 MI) SE FROM COTTONWOOD.
 ES0670'2.6 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF
 ES0670'US HIGHWAY 89 ALTERNATE IN COTTONWOOD, IN TOP OF A LEDGE OF LIMESTONE
 ES0670'OUTCROP AT THE BASE OF A STEEP CUT, 0.1 KM (0.05 MI) SOUTHEAST OF
 ES0670'MILEPOST 298, 0.2 KM (0.1 MI) NORTHWEST OF THE INTERSECTION OF WESTERN
 ES0670'DRIVE, 13.7 METERS (45 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 57.7
 ES0670'METERS (189 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT, 28.0 METERS
 ES0670'(92 FT) SOUTHEAST OF THE SOUTHEAST END OF A STEEL GUARD RAIL.
 ES0670'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0670'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0694 ***********************************************************************
 ES0694  DESIGNATION -  Q 494
 ES0694  PID         -  ES0694
 ES0694  STATE/COUNTY-  AZ/YAVAPAI
 ES0694  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0694
 ES0694                         *CURRENT SURVEY CONTROL
 ES0694  ___________________________________________________________________
 ES0694* NAD 83(1986)-  34 28 33.     (N)    111 43 24.     (W)     SCALED    
 ES0694* NAVD 88     -      1186.945  (meters)    3894.17   (feet)  ADJUSTED  
 ES0694  ___________________________________________________________________
 ES0694  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 ES0694  DYNAMIC HT  -        1185.415 (meters)    3889.15  (feet)  COMP
 ES0694  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 ES0694  OBS GRAVITY -     979,299.3   (mgal)                       GRAV_OBS
 ES0694
 ES0694  VERT ORDER  -  FIRST     CLASS II
 ES0694
 ES0694.The horizontal coordinates were scaled from a topographic map and have
 ES0694.an estimated accuracy of +/- 6 seconds.
 ES0694
 ES0694.The orthometric height was determined by differential leveling
 ES0694.and adjusted in June 1991.
 ES0694
 ES0694.The geoid height was determined by GEOID03.
 ES0694
 ES0694.The dynamic height is computed by dividing the NAVD 88
 ES0694.geopotential number by the normal gravity value computed on the
 ES0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0694.degrees latitude (g = 980.6199 gals.).
 ES0694
 ES0694.The modeled gravity was interpolated from observed gravity values.
 ES0694.The observed gravity was obtained from relative gravimeter ties
 ES0694.to the IGSN71 gravity network.
 ES0694
 ES0694;                    North         East    Units  Estimated Accuracy
 ES0694;SPC AZ C     -   385,450.      231,120.      MT  (+/- 180 meters Scaled)
 ES0694
 ES0694                          SUPERSEDED SURVEY CONTROL
 ES0694
 ES0694.No superseded survey control is available for this station.
 ES0694
 ES0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD335151(NAD 83)
 ES0694_MARKER: DB = BENCH MARK DISK
 ES0694_SETTING: 66 = SET IN ROCK OUTCROP
 ES0694_SP_SET: ROCK OUTCROP
 ES0694_STAMPING: Q 494 1982
 ES0694_MARK LOGO: NGS   
 ES0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0694+STABILITY: POSITION/ELEVATION WELL
 ES0694
 ES0694  HISTORY     - Date     Condition        Report By
 ES0694  HISTORY     - 1982     MONUMENTED       NGS
 ES0694  HISTORY     - 20080725 GOOD             GEOCAC
 ES0694
 ES0694                          STATION DESCRIPTION
 ES0694
 ES0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0694'18.8 KM (11.7 MI) SE FROM CAMP VERDE.
 ES0694'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0694'OFFICE IN CAMP VERDE, THENCE 6.1 KM (3.8 MI) SOUTHEAST ALONG FOSSIL
 ES0694'CREEK ROAD, IN TOP OF A SMALL LEDGE OF OUTCROP NEAR THE TOP OF THE
 ES0694'GRADE, 5.5 METERS (18 FT) NORTH OF THE ROAD CENTERLINE.
 ES0694'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 ES0694'THE MARK IS 0.3 M ABOVE THE ROAD.
 ES0694
 ES0694                          STATION RECOVERY (2008)
 ES0694
 ES0694'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0694'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0694'34 28 34.3 (N)   111 43 25.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0712 ***********************************************************************
 ES0712  DESIGNATION -  Q 495
 ES0712  PID         -  ES0712
 ES0712  STATE/COUNTY-  AZ/GILA
 ES0712  USGS QUAD   -  STRAWBERRY (1967)
 ES0712
 ES0712                         *CURRENT SURVEY CONTROL
 ES0712  ___________________________________________________________________
 ES0712* NAD 83(1986)-  34 24 01.     (N)    111 36 40.     (W)     SCALED    
 ES0712* NAVD 88     -      1342.544  (meters)    4404.66   (feet)  ADJUSTED  
 ES0712  ___________________________________________________________________
 ES0712  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 ES0712  DYNAMIC HT  -        1340.747 (meters)    4398.77  (feet)  COMP
 ES0712  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 ES0712
 ES0712  VERT ORDER  -  FIRST     CLASS II
 ES0712
 ES0712.The horizontal coordinates were scaled from a topographic map and have
 ES0712.an estimated accuracy of +/- 6 seconds.
 ES0712
 ES0712.The orthometric height was determined by differential leveling
 ES0712.and adjusted in June 1991.
 ES0712
 ES0712.The geoid height was determined by GEOID03.
 ES0712
 ES0712.The dynamic height is computed by dividing the NAVD 88
 ES0712.geopotential number by the normal gravity value computed on the
 ES0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0712.degrees latitude (g = 980.6199 gals.).
 ES0712
 ES0712.The modeled gravity was interpolated from observed gravity values.
 ES0712
 ES0712;                    North         East    Units  Estimated Accuracy
 ES0712;SPC AZ E     -   378,000.       80,550.      MT  (+/- 180 meters Scaled)
 ES0712
 ES0712                          SUPERSEDED SURVEY CONTROL
 ES0712
 ES0712.No superseded survey control is available for this station.
 ES0712
 ES0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD438067(NAD 83)
 ES0712_MARKER: DB = BENCH MARK DISK
 ES0712_SETTING: 80 = SET IN A BOULDER
 ES0712_SP_SET: BOULDER
 ES0712_STAMPING: Q 495 1982
 ES0712_MARK LOGO: NGS   
 ES0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0712+STABILITY: SURFACE MOTION
 ES0712
 ES0712  HISTORY     - Date     Condition        Report By
 ES0712  HISTORY     - 1982     MONUMENTED       NGS
 ES0712
 ES0712                          STATION DESCRIPTION
 ES0712
 ES0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0712'18.0 KM (11.2 MI) NW FROM PINE.
 ES0712'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0712'IN PINE, THENCE 13.2 KM (8.2 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0712'OF A 3 BY 4 FOOT PORTION OF AN EMBEDDED BOULDER, ON THE INSIDE OF A
 ES0712'SWITCHBACK CURVE, 5.8 METERS (19 FT) SOUTHEAST OF THE ROAD CENTERLINE.
 ES0712'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0712'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0742 ***********************************************************************
 ES0742  DESIGNATION -  Q 496
 ES0742  PID         -  ES0742
 ES0742  STATE/COUNTY-  AZ/GILA
 ES0742  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0742
 ES0742                         *CURRENT SURVEY CONTROL
 ES0742  ___________________________________________________________________
 ES0742* NAD 83(1986)-  34 13 49.     (N)    111 19 28.     (W)     SCALED    
 ES0742* NAVD 88     -      1499.527  (meters)    4919.70   (feet)  ADJUSTED  
 ES0742  ___________________________________________________________________
 ES0742  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 ES0742  DYNAMIC HT  -        1497.466 (meters)    4912.94  (feet)  COMP
 ES0742  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 ES0742
 ES0742  VERT ORDER  -  FIRST     CLASS II
 ES0742
 ES0742.The horizontal coordinates were scaled from a topographic map and have
 ES0742.an estimated accuracy of +/- 6 seconds.
 ES0742
 ES0742.The orthometric height was determined by differential leveling
 ES0742.and adjusted in June 1991.
 ES0742
 ES0742.The geoid height was determined by GEOID03.
 ES0742
 ES0742.The dynamic height is computed by dividing the NAVD 88
 ES0742.geopotential number by the normal gravity value computed on the
 ES0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0742.degrees latitude (g = 980.6199 gals.).
 ES0742
 ES0742.The modeled gravity was interpolated from observed gravity values.
 ES0742
 ES0742;                    North         East    Units  Estimated Accuracy
 ES0742;SPC AZ E     -   358,800.      106,700.      MT  (+/- 180 meters Scaled)
 ES0742
 ES0742                          SUPERSEDED SURVEY CONTROL
 ES0742
 ES0742.No superseded survey control is available for this station.
 ES0742
 ES0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701877(NAD 83)
 ES0742_MARKER: DB = BENCH MARK DISK
 ES0742_SETTING: 80 = SET IN A BOULDER
 ES0742_SP_SET: BOULDER
 ES0742_STAMPING: Q 496 1982
 ES0742_MARK LOGO: NGS   
 ES0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0742+STABILITY: SURFACE MOTION
 ES0742
 ES0742  HISTORY     - Date     Condition        Report By
 ES0742  HISTORY     - 1982     MONUMENTED       NGS
 ES0742  HISTORY     - 20050903 GOOD             USPSQD
 ES0742  HISTORY     - 20080608 GOOD             GEOCAC
 ES0742
 ES0742                          STATION DESCRIPTION
 ES0742
 ES0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0742'IN PAYSON.
 ES0742'AT THE SOUTHEAST SIDE OF THE INTERSECTION OF MAIN STREET AND STATE
 ES0742'HIGHWAY 87, IN TOP OF THE EAST SIDE OF A 5 BY 5 FOOT GRANITE BOULDER
 ES0742'PROJECTING 3 FEET ABOVE THE GROUND, 18 METERS (59 FT) SOUTHEAST OF THE
 ES0742'CENTERLINE OF THE SOUTH BOUND LANES FOR STATE HIGHWAY 87, 4.0 METERS
 ES0742'(13 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 8.8 METERS (29 FT)
 ES0742'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN FENCE, 24.1 METERS (79
 ES0742'FT) SOUTHWEST OF POWER POLE 717 WITH ONE TRANSFORMER ATTACHED, 7.9
 ES0742'METERS (26 FT) NORTH OF A MAN HOLE COVER.
 ES0742'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 ES0742'THE MARK IS 1.0 M ABOVE THE GROUND.
 ES0742
 ES0742                          STATION RECOVERY (2005)
 ES0742
 ES0742'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0742'RECOVERED AS DESCRIBED. FOUND IN GOOD SHAPE.  IN STATION DESCRIPTION,
 ES0742'DELETE EVERYTHING AFTER  ..PROJECTING 3 FEET ABOVE THE GROUND   ADD
 ES0742'MARK IS 114  NE OF MAIN STREET, 9 FEET E OF POWER POLE 214436, AND 210
 ES0742'FEET SE OF CENTERLINE OF HIGHWAY 87.
 ES0742
 ES0742                          STATION RECOVERY (2008)
 ES0742
 ES0742'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0742'RECOVERED AS DESCRIBED, IN GOOD CONDITION, PER 2005 RECOVERY NOTE BY
 ES0742'US POWER SQUADRON. GPS (HH2) CO-ORDINATES N34 13.832' W111 19.467'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1610 ***********************************************************************
 DU1610  DESIGNATION -  Q 497
 DU1610  PID         -  DU1610
 DU1610  STATE/COUNTY-  AZ/GILA
 DU1610  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1610
 DU1610                         *CURRENT SURVEY CONTROL
 DU1610  ___________________________________________________________________
 DU1610* NAD 83(1986)-  33 56 50.     (N)    111 19 11.     (W)     SCALED    
 DU1610* NAVD 88     -       761.844  (meters)    2499.48   (feet)  ADJUSTED  
 DU1610  ___________________________________________________________________
 DU1610  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU1610  DYNAMIC HT  -         760.878 (meters)    2496.31  (feet)  COMP
 DU1610  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 DU1610  OBS GRAVITY -     979,346.9   (mgal)                       GRAV_OBS
 DU1610
 DU1610  VERT ORDER  -  FIRST     CLASS II
 DU1610
 DU1610.The horizontal coordinates were scaled from a topographic map and have
 DU1610.an estimated accuracy of +/- 6 seconds.
 DU1610
 DU1610.The orthometric height was determined by differential leveling
 DU1610.and adjusted in June 1991.
 DU1610
 DU1610.The geoid height was determined by GEOID03.
 DU1610
 DU1610.The dynamic height is computed by dividing the NAVD 88
 DU1610.geopotential number by the normal gravity value computed on the
 DU1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1610.degrees latitude (g = 980.6199 gals.).
 DU1610
 DU1610.The modeled gravity was interpolated from observed gravity values.
 DU1610.The observed gravity was obtained from relative gravimeter ties
 DU1610.to the IGSN71 gravity network.
 DU1610
 DU1610;                    North         East    Units  Estimated Accuracy
 DU1610;SPC AZ E     -   327,400.      106,780.      MT  (+/- 180 meters Scaled)
 DU1610
 DU1610                          SUPERSEDED SURVEY CONTROL
 DU1610
 DU1610.No superseded survey control is available for this station.
 DU1610
 DU1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC704563(NAD 83)
 DU1610_MARKER: I = METAL ROD
 DU1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1610_SP_SET: STAINLESS STEEL ROD
 DU1610_STAMPING: Q 497 1982
 DU1610_MARK LOGO: NGS   
 DU1610_PROJECTION: FLUSH
 DU1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1610_ROD/PIPE-DEPTH: 4.6  meters
 DU1610
 DU1610  HISTORY     - Date     Condition        Report By
 DU1610  HISTORY     - 1982     MONUMENTED       NGS
 DU1610
 DU1610                          STATION DESCRIPTION
 DU1610
 DU1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DU1610'9.2 KM (5.7 MI) NORTH FROM PUNKIN CENTER.
 DU1610'9.2 KM (5.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1610'PUNKIN CENTER, AT THE OUTSIDE WEST CORNER OF THE TONTO BASIN CEMETERY,
 DU1610'0.6 KM (0.4 MI) NORTH OF MILEPOST 268, 36.5 METERS (120 FT) SOUTHEAST
 DU1610'OF THE HIGHWAY CENTERLINE, 3.8 METERS (12.5 FT) NORTHEAST OF THE WEST
 DU1610'CORNER POST OF THE CEMETERY, 0.3 METER (1.0 FT) NORTHWEST OF THE
 DU1610'FENCE.
 DU1610'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DU1610'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1640 ***********************************************************************
 DU1640  DESIGNATION -  Q 498
 DU1640  PID         -  DU1640
 DU1640  STATE/COUNTY-  AZ/GILA
 DU1640  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1640
 DU1640                         *CURRENT SURVEY CONTROL
 DU1640  ___________________________________________________________________
 DU1640* NAD 83(1986)-  33 40 34.     (N)    111 09 39.     (W)     SCALED    
 DU1640* NAVD 88     -       655.800  (meters)    2151.57   (feet)  ADJUSTED  
 DU1640  ___________________________________________________________________
 DU1640  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DU1640  DYNAMIC HT  -         654.968 (meters)    2148.84  (feet)  COMP
 DU1640  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 DU1640  OBS GRAVITY -     979,347.1   (mgal)                       GRAV_OBS
 DU1640
 DU1640  VERT ORDER  -  FIRST     CLASS II
 DU1640
 DU1640.The horizontal coordinates were scaled from a topographic map and have
 DU1640.an estimated accuracy of +/- 6 seconds.
 DU1640
 DU1640.The orthometric height was determined by differential leveling
 DU1640.and adjusted in June 1991.
 DU1640
 DU1640.The geoid height was determined by GEOID03.
 DU1640
 DU1640.The dynamic height is computed by dividing the NAVD 88
 DU1640.geopotential number by the normal gravity value computed on the
 DU1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1640.degrees latitude (g = 980.6199 gals.).
 DU1640
 DU1640.The modeled gravity was interpolated from observed gravity values.
 DU1640.The observed gravity was obtained from relative gravimeter ties
 DU1640.to the IGSN71 gravity network.
 DU1640
 DU1640;                    North         East    Units  Estimated Accuracy
 DU1640;SPC AZ E     -   297,180.      121,170.      MT  (+/- 180 meters Scaled)
 DU1640
 DU1640                          SUPERSEDED SURVEY CONTROL
 DU1640
 DU1640.No superseded survey control is available for this station.
 DU1640
 DU1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC850262(NAD 83)
 DU1640_MARKER: DB = BENCH MARK DISK
 DU1640_SETTING: 66 = SET IN ROCK OUTCROP
 DU1640_SP_SET: ROCK OUTCROP
 DU1640_STAMPING: Q 498 1983
 DU1640_MARK LOGO: NGS   
 DU1640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1640+STABILITY: POSITION/ELEVATION WELL
 DU1640
 DU1640  HISTORY     - Date     Condition        Report By
 DU1640  HISTORY     - 1983     MONUMENTED       NGS
 DU1640
 DU1640                          STATION DESCRIPTION
 DU1640
 DU1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1640'0.8 KM (0.5 MI) NW FROM ROOSEVELT DAM.
 DU1640'0.8 KM (0.5 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1640'ROOSEVELT DAM, IN TOP OF A 3 BY 3 FOOT PORTION OF OUTCROP FLUSH WITH
 DU1640'THE GROUND AT THE BOTTOM OF A SMALL RAVINE AND ON THE OUTSIDE OF A
 DU1640'SMALL CURVE, 0.1 KM (0.05 MI) NORTHWEST OF A PICNIC AREA, 0.5 KM (0.3
 DU1640'MI) NORTHWEST OF MILEPOST 242, 15.9 METERS (52 FT) SOUTHWEST OF THE
 DU1640'HIGHWAY CENTERLINE.
 DU1640'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DU1640'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0360 ***********************************************************************
 GP0360  DESIGNATION -  Q 499
 GP0360  PID         -  GP0360
 GP0360  STATE/COUNTY-  AZ/COCONINO
 GP0360  USGS QUAD   -  TANNER WELL (1985)
 GP0360
 GP0360                         *CURRENT SURVEY CONTROL
 GP0360  ___________________________________________________________________
 GP0360* NAD 83(1986)-  36 37 12.     (N)    111 39 31.     (W)     SCALED    
 GP0360* NAVD 88     -      1575.231  (meters)    5168.07   (feet)  ADJUSTED  
 GP0360  ___________________________________________________________________
 GP0360  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GP0360  DYNAMIC HT  -        1573.325 (meters)    5161.82  (feet)  COMP
 GP0360  MODELED GRAV-     979,367.1   (mgal)                       NAVD 88
 GP0360
 GP0360  VERT ORDER  -  FIRST     CLASS II
 GP0360
 GP0360.The horizontal coordinates were scaled from a topographic map and have
 GP0360.an estimated accuracy of +/- 6 seconds.
 GP0360
 GP0360.The orthometric height was determined by differential leveling
 GP0360.and adjusted in June 1991.
 GP0360
 GP0360.The geoid height was determined by GEOID03.
 GP0360
 GP0360.The dynamic height is computed by dividing the NAVD 88
 GP0360.geopotential number by the normal gravity value computed on the
 GP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0360.degrees latitude (g = 980.6199 gals.).
 GP0360
 GP0360.The modeled gravity was interpolated from observed gravity values.
 GP0360
 GP0360;                    North         East    Units  Estimated Accuracy
 GP0360;SPC AZ C     -   623,340.      236,440.      MT  (+/- 180 meters Scaled)
 GP0360
 GP0360                          SUPERSEDED SURVEY CONTROL
 GP0360
 GP0360.No superseded survey control is available for this station.
 GP0360
 GP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF411529(NAD 83)
 GP0360_MARKER: I = METAL ROD
 GP0360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0360_SP_SET: STAINLESS STEEL ROD
 GP0360_STAMPING: Q 499 1983
 GP0360_MARK LOGO: NGS   
 GP0360_PROJECTION: FLUSH
 GP0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0360_ROD/PIPE-DEPTH: 4.8  meters
 GP0360
 GP0360  HISTORY     - Date     Condition        Report By
 GP0360  HISTORY     - 1983     MONUMENTED       NGS
 GP0360
 GP0360                          STATION DESCRIPTION
 GP0360
 GP0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0360'1.7 KM (1.0 MI) SOUTH FROM BITTER SPRINGS.
 GP0360'1.7 KM (1.05 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0360'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, AT THE T-JUNCTION OF A DIRT
 GP0360'ROAD LEADING WEST, 93.1 METERS (305.5 FT) SOUTH OF MILEPOST 523,
 GP0360'30.3 METERS (99.5 FT) WEST OF THE HIGHWAY CENTERLINE, 11.1 METERS
 GP0360'(36.5 FT) NORTH OF THE CENTER OF THE ROAD, 4.2 METERS (14 FT) NORTH OF
 GP0360'THE NORTH GATE POST FOR A PIPE GATE, 0.6 METER (2 FT) SOUTH OF A
 GP0360'BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 0.3 METER (1 FT) EAST OF
 GP0360'THE RIGHT OF WAY FENCE.
 GP0360'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 GP0360'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0265 ***********************************************************************
 FQ0265  DESIGNATION -  Q 5
 FQ0265  PID         -  FQ0265
 FQ0265  STATE/COUNTY-  AZ/COCONINO
 FQ0265  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0265
 FQ0265                         *CURRENT SURVEY CONTROL
 FQ0265  ___________________________________________________________________
 FQ0265* NAD 83(1986)-  35 23 23.     (N)    111 33 39.     (W)     SCALED    
 FQ0265* NAVD 88     -      2150.602  (meters)    7055.77   (feet)  POSTED    
 FQ0265  ___________________________________________________________________
 FQ0265  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0265  DYNAMIC HT  -        2147.580 (meters)    7045.85  (feet)  COMP
 FQ0265  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 FQ0265
 FQ0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0265
 FQ0265.The horizontal coordinates were scaled from a topographic map and have
 FQ0265.an estimated accuracy of +/- 6 seconds.
 FQ0265
 FQ0265.The orthometric height was determined by differential leveling
 FQ0265.and adjusted by the  in 1992.
 FQ0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0265.rate of 0.0 thru 1.0 mm/km.
 FQ0265
 FQ0265.The geoid height was determined by GEOID03.
 FQ0265
 FQ0265.The dynamic height is computed by dividing the NAVD 88
 FQ0265.geopotential number by the normal gravity value computed on the
 FQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0265.degrees latitude (g = 980.6199 gals.).
 FQ0265
 FQ0265.The modeled gravity was interpolated from observed gravity values.
 FQ0265
 FQ0265;                    North         East    Units  Estimated Accuracy
 FQ0265;SPC AZ C     -   486,870.      245,690.      MT  (+/- 180 meters Scaled)
 FQ0265
 FQ0265                          SUPERSEDED SURVEY CONTROL
 FQ0265
 FQ0265  NGVD 29 (??/??/92) 2149.589  (m)         7052.44   (f) ADJ UNCH    1 2
 FQ0265
 FQ0265.Superseded values are not recommended for survey control.
 FQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0265.See file dsdata.txt to determine how the superseded data were derived.
 FQ0265
 FQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE490164(NAD 83)
 FQ0265_MARKER: DB = BENCH MARK DISK
 FQ0265_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0265_SP_SET: ROCK OUTCROP
 FQ0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0265+STABILITY: POSITION/ELEVATION WELL
 FQ0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0265+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 FQ0265
 FQ0265  HISTORY     - Date     Condition        Report By
 FQ0265  HISTORY     - UNK      MONUMENTED       CGS
 FQ0265  HISTORY     - 1934     GOOD             NGS
 FQ0265  HISTORY     - 20050704 GOOD             GEOCAC
 FQ0265
 FQ0265                          STATION DESCRIPTION
 FQ0265
 FQ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0265'14.9 MI N FROM TOWNSEND.
 FQ0265'FROM JUNCTION U.S. HIGHWAYS 66 AND 69, 12.6 MILES NORTH TO ROAD ON
 FQ0265'RIGHT TO SUNSET CRATER NATIONAL MONUMENT, 0.9 MILES EAST OF
 FQ0265'CROSSROADS, TURN LEFT, 1.4 MILES NORTH ON FOREST SERVICE ROAD, 53 FEET
 FQ0265'WEST OF CENTERLINE OF ROAD, NEAR THE CENTER OF A PROMINENT MOUND OF
 FQ0265'BLACK VOLCANIC ROCKS, IN THE TOP OF ROCKOUTCROP, STANDARD USC AND GS
 FQ0265'DISK.
 FQ0265
 FQ0265                          STATION RECOVERY (2005)
 FQ0265
 FQ0265'RECOVERY NOTE BY GEOCACHING 2005 (JMH)
 FQ0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0404 ***********************************************************************
 FP0404  DESIGNATION -  Q 500
 FP0404  PID         -  FP0404
 FP0404  STATE/COUNTY-  AZ/APACHE
 FP0404  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0404
 FP0404                         *CURRENT SURVEY CONTROL
 FP0404  ___________________________________________________________________
 FP0404* NAD 83(1986)-  35 06 42.     (N)    109 35 21.     (W)     SCALED    
 FP0404* NAVD 88     -      1708.789  (meters)    5606.25   (feet)  ADJUSTED  
 FP0404  ___________________________________________________________________
 FP0404  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FP0404  DYNAMIC HT  -        1706.402 (meters)    5598.42  (feet)  COMP
 FP0404  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 FP0404
 FP0404  VERT ORDER  -  FIRST     CLASS II
 FP0404
 FP0404.The horizontal coordinates were scaled from a topographic map and have
 FP0404.an estimated accuracy of +/- 6 seconds.
 FP0404
 FP0404.The orthometric height was determined by differential leveling
 FP0404.and adjusted in June 1991.
 FP0404
 FP0404.The geoid height was determined by GEOID03.
 FP0404
 FP0404.The dynamic height is computed by dividing the NAVD 88
 FP0404.geopotential number by the normal gravity value computed on the
 FP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0404.degrees latitude (g = 980.6199 gals.).
 FP0404
 FP0404.The modeled gravity was interpolated from observed gravity values.
 FP0404
 FP0404;                    North         East    Units  Estimated Accuracy
 FP0404;SPC AZ E     -   456,110.      266,000.      MT  (+/- 180 meters Scaled)
 FP0404
 FP0404                          SUPERSEDED SURVEY CONTROL
 FP0404
 FP0404.No superseded survey control is available for this station.
 FP0404
 FP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD285863(NAD 83)
 FP0404_MARKER: DB = BENCH MARK DISK
 FP0404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0404_SP_SET: ABUTMENT
 FP0404_STAMPING: Q 500 1983
 FP0404_MARK LOGO: NGS   
 FP0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0404
 FP0404  HISTORY     - Date     Condition        Report By
 FP0404  HISTORY     - 1983     MONUMENTED       NGS
 FP0404
 FP0404                          STATION DESCRIPTION
 FP0404
 FP0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0404'16.6 KM (10.3 MI) SW FROM CHAMBERS.
 FP0404'16.6 KM (10.3 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0404'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.2
 FP0404'KM (0.1 MI) NORTHEAST OF MILEPOST 323, IN TOP OF AND 0.5 METER (1.6
 FP0404'FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 FP0404'OF THE NORTHEAST BOUND HIGHWAY OVERPASS OF CRAZY CREEK, 5.1 METERS
 FP0404'(16.7 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 FP0404'THE HIGHWAY AND 2.7 METERS (8.9 FT) SOUTHWEST OF THE NORTHEAST END OF
 FP0404'THE BRIDGE.
 FP0404'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0809 ***********************************************************************
 ES0809  DESIGNATION -  Q 501
 ES0809  PID         -  ES0809
 ES0809  STATE/COUNTY-  AZ/NAVAJO
 ES0809  USGS QUAD   -  SNOWFLAKE (1970)
 ES0809
 ES0809                         *CURRENT SURVEY CONTROL
 ES0809  ___________________________________________________________________
 ES0809* NAD 83(1986)-  34 30 03.     (N)    110 04 45.     (W)     SCALED    
 ES0809* NAVD 88     -      1714.930  (meters)    5626.40   (feet)  ADJUSTED  
 ES0809  ___________________________________________________________________
 ES0809  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 ES0809  DYNAMIC HT  -        1712.485 (meters)    5618.38  (feet)  COMP
 ES0809  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 ES0809
 ES0809  VERT ORDER  -  FIRST     CLASS II
 ES0809
 ES0809.The horizontal coordinates were scaled from a topographic map and have
 ES0809.an estimated accuracy of +/- 6 seconds.
 ES0809
 ES0809.The orthometric height was determined by differential leveling
 ES0809.and adjusted in June 1991.
 ES0809
 ES0809.The geoid height was determined by GEOID03.
 ES0809
 ES0809.The dynamic height is computed by dividing the NAVD 88
 ES0809.geopotential number by the normal gravity value computed on the
 ES0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0809.degrees latitude (g = 980.6199 gals.).
 ES0809
 ES0809.The modeled gravity was interpolated from observed gravity values.
 ES0809
 ES0809;                    North         East    Units  Estimated Accuracy
 ES0809;SPC AZ E     -   388,210.      221,400.      MT  (+/- 180 meters Scaled)
 ES0809
 ES0809                          SUPERSEDED SURVEY CONTROL
 ES0809
 ES0809.No superseded survey control is available for this station.
 ES0809
 ES0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD845180(NAD 83)
 ES0809_MARKER: I = METAL ROD
 ES0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0809_SP_SET: STAINLESS STEEL ROD
 ES0809_STAMPING: Q 501 1983
 ES0809_MARK LOGO: NGS   
 ES0809_PROJECTION: FLUSH
 ES0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0809+STABILITY: POSITION/ELEVATION WELL
 ES0809_ROD/PIPE-DEPTH: 8.5  meters
 ES0809
 ES0809  HISTORY     - Date     Condition        Report By
 ES0809  HISTORY     - 1983     MONUMENTED       NGS
 ES0809
 ES0809                          STATION DESCRIPTION
 ES0809
 ES0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0809'29.9 KM (18.55 MI) NORT FROM SHOW LOW.
 ES0809'29.9 KM (18.55 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0809'WITH STATE HIGHWAY 260 IN SHOW LOW, IN THE SMALL COMMUNITY OF
 ES0809'SNOWFLAKE, 47.8 METERS (156.8 FT) WEST OF THE CENTERLINE OF THE
 ES0809'HIGHWAY, 18.0 METERS (59.1 FT) SOUTH OF THE CENTER OF SOUTH 6TH
 ES0809'STREET, 6.2 METERS (20.3 FT) EAST OF A FENCE CORNER AND 0.9 METER (3.0
 ES0809'FT) EAST OF UTILITY POLE NUMBER 2-E6.  ACCESS TO THE DATUM POINT
 ES0809'IS THROUGH A 5-INCH LOGO CAP.
 ES0809'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 ES0809'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0834 ***********************************************************************
 ES0834  DESIGNATION -  Q 502
 ES0834  PID         -  ES0834
 ES0834  STATE/COUNTY-  AZ/NAVAJO
 ES0834  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0834
 ES0834                         *CURRENT SURVEY CONTROL
 ES0834  ___________________________________________________________________
 ES0834* NAD 83(1986)-  34 11 43.     (N)    110 00 57.     (W)     SCALED    
 ES0834* NAVD 88     -      2007.864  (meters)    6587.47   (feet)  ADJUSTED  
 ES0834  ___________________________________________________________________
 ES0834  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 ES0834  DYNAMIC HT  -        2004.855 (meters)    6577.60  (feet)  COMP
 ES0834  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 ES0834
 ES0834  VERT ORDER  -  FIRST     CLASS II
 ES0834
 ES0834.The horizontal coordinates were scaled from a topographic map and have
 ES0834.an estimated accuracy of +/- 6 seconds.
 ES0834
 ES0834.The orthometric height was determined by differential leveling
 ES0834.and adjusted in June 1991.
 ES0834
 ES0834.The geoid height was determined by GEOID03.
 ES0834
 ES0834.The dynamic height is computed by dividing the NAVD 88
 ES0834.geopotential number by the normal gravity value computed on the
 ES0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0834.degrees latitude (g = 980.6199 gals.).
 ES0834
 ES0834.The modeled gravity was interpolated from observed gravity values.
 ES0834
 ES0834;                    North         East    Units  Estimated Accuracy
 ES0834;SPC AZ E     -   354,320.      227,260.      MT  (+/- 180 meters Scaled)
 ES0834
 ES0834                          SUPERSEDED SURVEY CONTROL
 ES0834
 ES0834.No superseded survey control is available for this station.
 ES0834
 ES0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC906842(NAD 83)
 ES0834_MARKER: I = METAL ROD
 ES0834_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0834+WITH SETTING: INFORMATION.
 ES0834_SP_SET: SHALLOW SET METAL ROD
 ES0834_STAMPING: Q 502 1983
 ES0834_MARK LOGO: NGS   
 ES0834_PROJECTION: FLUSH
 ES0834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0834+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 ES0834_ROD/PIPE-DEPTH: 1.2  meters
 ES0834
 ES0834  HISTORY     - Date     Condition        Report By
 ES0834  HISTORY     - 1983     MONUMENTED       NGS
 ES0834  HISTORY     - 20060712 GOOD             NGS
 ES0834
 ES0834                          STATION DESCRIPTION
 ES0834
 ES0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0834'7.2 KM (4.45 MI) SE FROM SHOW LOW.
 ES0834'7.2 KM (4.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS
 ES0834'JUNCTION WITH STATE HIGHWAY 77 IN SHOW LOW, 0.2 KM (0.1 MI) SOUTH OF
 ES0834'MILEPOST 346, 82.3 METERS (270.0 FT) NORTH OF THE EXTENDED CENTER OF A
 ES0834'PAVED ROAD LEADING WEST, 23.8 METERS (78.1 FT) EAST OF THE CENTERLINE
 ES0834'OF THE HIGHWAY AND 1.8 METERS (5.9 FT) NORTHEAST OF UTILITY POLE
 ES0834'NUMBER 2-133.  REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 ES0834'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0834'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ES0834'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 ES0834
 ES0834                          STATION RECOVERY (2006)
 ES0834
 ES0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 ES0834'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0396 ***********************************************************************
 FP0396  DESIGNATION -  Q 503
 FP0396  PID         -  FP0396
 FP0396  STATE/COUNTY-  AZ/APACHE
 FP0396  USGS QUAD   -  CHAMBERS (1971)
 FP0396
 FP0396                         *CURRENT SURVEY CONTROL
 FP0396  ___________________________________________________________________
 FP0396* NAD 83(1986)-  35 11 08.     (N)    109 27 05.     (W)     SCALED    
 FP0396* NAVD 88     -      1753.215  (meters)    5752.01   (feet)  ADJUSTED  
 FP0396  ___________________________________________________________________
 FP0396  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FP0396  DYNAMIC HT  -        1750.775 (meters)    5744.00  (feet)  COMP
 FP0396  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 FP0396
 FP0396  VERT ORDER  -  FIRST     CLASS II
 FP0396
 FP0396.The horizontal coordinates were scaled from a topographic map and have
 FP0396.an estimated accuracy of +/- 6 seconds.
 FP0396
 FP0396.The orthometric height was determined by differential leveling
 FP0396.and adjusted in June 1991.
 FP0396
 FP0396.The geoid height was determined by GEOID03.
 FP0396
 FP0396.The dynamic height is computed by dividing the NAVD 88
 FP0396.geopotential number by the normal gravity value computed on the
 FP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0396.degrees latitude (g = 980.6199 gals.).
 FP0396
 FP0396.The modeled gravity was interpolated from observed gravity values.
 FP0396
 FP0396;                    North         East    Units  Estimated Accuracy
 FP0396;SPC AZ E     -   464,390.      278,500.      MT  (+/- 180 meters Scaled)
 FP0396
 FP0396                          SUPERSEDED SURVEY CONTROL
 FP0396
 FP0396.No superseded survey control is available for this station.
 FP0396
 FP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD409947(NAD 83)
 FP0396_MARKER: I = METAL ROD
 FP0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0396_SP_SET: STAINLESS STEEL ROD
 FP0396_STAMPING: Q 503 1983
 FP0396_MARK LOGO: NGS   
 FP0396_PROJECTION: FLUSH
 FP0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0396_ROD/PIPE-DEPTH: 22.1 meters
 FP0396
 FP0396  HISTORY     - Date     Condition        Report By
 FP0396  HISTORY     - 1983     MONUMENTED       NGS
 FP0396
 FP0396                          STATION DESCRIPTION
 FP0396
 FP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0396'1.5 KM (0.95 MI) SW FROM CHAMBERS.
 FP0396'1.5 KM (0.95 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0396'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.8
 FP0396'KM (0.5 MI) NORTHEAST OF MILEPOST 332, 30.5 METERS (100.1 FT)
 FP0396'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0396'HIGHWAY AND 18.0 METERS (59.1 FT) NORTHWEST OF THE NORTHWEST LEG OF A
 FP0396'HIGHWAY INFORMATION SIGN (MCCARRELL ROAD 2 HOLBROOK 43 WINSLOW 77).
 FP0396'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0396'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 FP0396'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0540 ***********************************************************************
 FQ0540  DESIGNATION -  Q 504
 FQ0540  PID         -  FQ0540
 FQ0540  STATE/COUNTY-  AZ/COCONINO
 FQ0540  USGS QUAD   -  ANGELL (1983)
 FQ0540
 FQ0540                         *CURRENT SURVEY CONTROL
 FQ0540  ___________________________________________________________________
 FQ0540* NAD 83(1986)-  35 09 25.     (N)    111 15 40.     (W)     SCALED    
 FQ0540* NAVD 88     -      1783.596  (meters)    5851.68   (feet)  ADJUSTED  
 FQ0540  ___________________________________________________________________
 FQ0540  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 FQ0540  DYNAMIC HT  -        1781.180 (meters)    5843.75  (feet)  COMP
 FQ0540  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 FQ0540
 FQ0540  VERT ORDER  -  FIRST     CLASS II
 FQ0540
 FQ0540.The horizontal coordinates were scaled from a topographic map and have
 FQ0540.an estimated accuracy of +/- 6 seconds.
 FQ0540
 FQ0540.The orthometric height was determined by differential leveling
 FQ0540.and adjusted in June 1991.
 FQ0540
 FQ0540.The geoid height was determined by GEOID03.
 FQ0540
 FQ0540.The dynamic height is computed by dividing the NAVD 88
 FQ0540.geopotential number by the normal gravity value computed on the
 FQ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0540.degrees latitude (g = 980.6199 gals.).
 FQ0540
 FQ0540.The modeled gravity was interpolated from observed gravity values.
 FQ0540
 FQ0540;                    North         East    Units  Estimated Accuracy
 FQ0540;SPC AZ C     -   461,180.      273,080.      MT  (+/- 180 meters Scaled)
 FQ0540
 FQ0540                          SUPERSEDED SURVEY CONTROL
 FQ0540
 FQ0540.No superseded survey control is available for this station.
 FQ0540
 FQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD762904(NAD 83)
 FQ0540_MARKER: DB = BENCH MARK DISK
 FQ0540_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0540_SP_SET: ROCK OUTCROP
 FQ0540_STAMPING: Q 504 1983
 FQ0540_MARK LOGO: NGS   
 FQ0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0540
 FQ0540  HISTORY     - Date     Condition        Report By
 FQ0540  HISTORY     - 1983     MONUMENTED       NGS
 FQ0540
 FQ0540                          STATION DESCRIPTION
 FQ0540
 FQ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0540'38.4 KM (23.85 MI) EAST FROM FLAGSTAFF.
 FQ0540'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0540'RAILROAD STATION IN FLAGSTAFF, THENCE 24.8 KM (15.4 MI) EASTERLY ALONG
 FQ0540'INTERSTATE HIGHWAY 40, IN THE CENTER OF A 3 BY 6 FT EXPOSED AREA OF
 FQ0540'OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) NORTHWEST OF A UTILITY LINE
 FQ0540'CROSSING THE HIGHWAY, 16.1 METERS (52.8 FT) NORTHEAST OF A FENCE AND
 FQ0540'12.2 METERS (40.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 FQ0540'LANES OF THE HIGHWAY.
 FQ0540'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FQ0540'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0470 ***********************************************************************
 GP0470  DESIGNATION -  Q 505
 GP0470  PID         -  GP0470
 GP0470  STATE/COUNTY-  AZ/COCONINO
 GP0470  USGS QUAD   -  MOENAVE SE (1969)
 GP0470
 GP0470                         *CURRENT SURVEY CONTROL
 GP0470  ___________________________________________________________________
 GP0470* NAD 83(1986)-  36 06 11.     (N)    111 17 07.     (W)     SCALED    
 GP0470* NAVD 88     -      1401.417  (meters)    4597.82   (feet)  ADJUSTED  
 GP0470  ___________________________________________________________________
 GP0470  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 GP0470  DYNAMIC HT  -        1399.696 (meters)    4592.17  (feet)  COMP
 GP0470  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 GP0470
 GP0470  VERT ORDER  -  FIRST     CLASS II
 GP0470
 GP0470.The horizontal coordinates were scaled from a topographic map and have
 GP0470.an estimated accuracy of +/- 6 seconds.
 GP0470
 GP0470.The orthometric height was determined by differential leveling
 GP0470.and adjusted in June 1991.
 GP0470
 GP0470.The geoid height was determined by GEOID03.
 GP0470
 GP0470.The dynamic height is computed by dividing the NAVD 88
 GP0470.geopotential number by the normal gravity value computed on the
 GP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0470.degrees latitude (g = 980.6199 gals.).
 GP0470
 GP0470.The modeled gravity was interpolated from observed gravity values.
 GP0470
 GP0470;                    North         East    Units  Estimated Accuracy
 GP0470;SPC AZ C     -   566,130.      270,210.      MT  (+/- 180 meters Scaled)
 GP0470
 GP0470                          SUPERSEDED SURVEY CONTROL
 GP0470
 GP0470.No superseded survey control is available for this station.
 GP0470
 GP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE743954(NAD 83)
 GP0470_MARKER: DB = BENCH MARK DISK
 GP0470_SETTING: 66 = SET IN ROCK OUTCROP
 GP0470_SP_SET: ROCK OUTCROP
 GP0470_STAMPING: Q 505 1983
 GP0470_MARK LOGO: NGS   
 GP0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0470
 GP0470  HISTORY     - Date     Condition        Report By
 GP0470  HISTORY     - 1983     MONUMENTED       NGS
 GP0470
 GP0470                          STATION DESCRIPTION
 GP0470
 GP0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0470'5.9 KM (3.65 MI) SW FROM TUBA CITY.
 GP0470'5.9 KM (3.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0470'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE CENTER OF THE
 GP0470'SOUTHWEST 1/3 OF A 6- BY 6-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 GP0470'0.9 KM (0.55 MI) WEST OF THE JUNCTION OF COUNTY ROAD 6731, 70.4 METERS
 GP0470'(231.0 FT) WEST OF THE EAST END OF A HIGHWAY CUT, 15.6 METERS
 GP0470'(51.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.6 METERS
 GP0470'(24.9 FT) SOUTH OF THE NORTH END OF A HIGHWAY CUT.
 GP0470'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0470'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0447 ***********************************************************************
 GP0447  DESIGNATION -  Q 506
 GP0447  PID         -  GP0447
 GP0447  STATE/COUNTY-  AZ/COCONINO
 GP0447  USGS QUAD   -  TONALEA (1982)
 GP0447
 GP0447                         *CURRENT SURVEY CONTROL
 GP0447  ___________________________________________________________________
 GP0447* NAD 83(1986)-  36 18 51.     (N)    110 57 20.     (W)     SCALED    
 GP0447* NAVD 88     -      1714.409  (meters)    5624.69   (feet)  ADJUSTED  
 GP0447  ___________________________________________________________________
 GP0447  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 GP0447  DYNAMIC HT  -        1712.275 (meters)    5617.69  (feet)  COMP
 GP0447  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 GP0447
 GP0447  VERT ORDER  -  FIRST     CLASS II
 GP0447
 GP0447.The horizontal coordinates were scaled from a topographic map and have
 GP0447.an estimated accuracy of +/- 6 seconds.
 GP0447
 GP0447.The orthometric height was determined by differential leveling
 GP0447.and adjusted in June 1991.
 GP0447
 GP0447.The geoid height was determined by GEOID03.
 GP0447
 GP0447.The dynamic height is computed by dividing the NAVD 88
 GP0447.geopotential number by the normal gravity value computed on the
 GP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0447.degrees latitude (g = 980.6199 gals.).
 GP0447
 GP0447.The modeled gravity was interpolated from observed gravity values.
 GP0447
 GP0447;                    North         East    Units  Estimated Accuracy
 GP0447;SPC AZ C     -   589,800.      299,670.      MT  (+/- 180 meters Scaled)
 GP0447
 GP0447                          SUPERSEDED SURVEY CONTROL
 GP0447
 GP0447.No superseded survey control is available for this station.
 GP0447
 GP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF039187(NAD 83)
 GP0447_MARKER: I = METAL ROD
 GP0447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0447+WITH SETTING: INFORMATION.
 GP0447_SP_SET: SHALLOW SET METAL ROD
 GP0447_STAMPING: Q 506 1983
 GP0447_MARK LOGO: NGS   
 GP0447_PROJECTION: FLUSH
 GP0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0447_ROD/PIPE-DEPTH: 2.4  meters
 GP0447
 GP0447  HISTORY     - Date     Condition        Report By
 GP0447  HISTORY     - 1983     MONUMENTED       NGS
 GP0447
 GP0447                          STATION DESCRIPTION
 GP0447
 GP0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0447'34.4 KM (21.35 MI) NE FROM TUBA CITY.
 GP0447'34.4 KM (21.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0447'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.2 KM (0.1 MI)
 GP0447'SOUTHWEST OF MILEPOST 343, AND 30.3 METERS (99.4 FT) SOUTHEAST OF THE
 GP0447'CENTERLINE OF THE HIGHWAY, NOTE=REFUSAL WAS REACHED AT 8.0 FEET.
 GP0447'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0447'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0447'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0386 ***********************************************************************
 GP0386  DESIGNATION -  Q 508
 GP0386  PID         -  GP0386
 GP0386  STATE/COUNTY-  AZ/COCONINO
 GP0386  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0386
 GP0386                         *CURRENT SURVEY CONTROL
 GP0386  ___________________________________________________________________
 GP0386* NAD 83(1986)-  36 12 04.     (N)    111 23 39.     (W)     SCALED    
 GP0386* NAVD 88     -      1484.503  (meters)    4870.41   (feet)  ADJUSTED  
 GP0386  ___________________________________________________________________
 GP0386  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 GP0386  DYNAMIC HT  -        1482.673 (meters)    4864.40  (feet)  COMP
 GP0386  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 GP0386
 GP0386  VERT ORDER  -  FIRST     CLASS II
 GP0386
 GP0386.The horizontal coordinates were scaled from a topographic map and have
 GP0386.an estimated accuracy of +/- 6 seconds.
 GP0386
 GP0386.The orthometric height was determined by differential leveling
 GP0386.and adjusted in June 1991.
 GP0386
 GP0386.The geoid height was determined by GEOID03.
 GP0386
 GP0386.The dynamic height is computed by dividing the NAVD 88
 GP0386.geopotential number by the normal gravity value computed on the
 GP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0386.degrees latitude (g = 980.6199 gals.).
 GP0386
 GP0386.The modeled gravity was interpolated from observed gravity values.
 GP0386
 GP0386;                    North         East    Units  Estimated Accuracy
 GP0386;SPC AZ C     -   576,950.      260,350.      MT  (+/- 180 meters Scaled)
 GP0386
 GP0386                          SUPERSEDED SURVEY CONTROL
 GP0386
 GP0386.No superseded survey control is available for this station.
 GP0386
 GP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF645063(NAD 83)
 GP0386_MARKER: I = METAL ROD
 GP0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0386_SP_SET: STAINLESS STEEL ROD
 GP0386_STAMPING: Q 508 1983
 GP0386_MARK LOGO: NGS   
 GP0386_PROJECTION: FLUSH
 GP0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0386_ROD/PIPE-DEPTH: 2.3  meters
 GP0386
 GP0386  HISTORY     - Date     Condition        Report By
 GP0386  HISTORY     - 1983     MONUMENTED       NGS
 GP0386
 GP0386                          STATION DESCRIPTION
 GP0386
 GP0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0386'12.8 KM (8.0 MI) SOUTH FROM THE GAP.
 GP0386'12.8 KM (8.0 MI) SOUTH ALONG US HIGHWAY 89 FROM THE TRADING POST AT
 GP0386'THE GAP, ON THE WEST EDGE OF THE OLD HIGHWAY, 1.3 KM (0.8 MI) NORTH OF
 GP0386'THE HIDDEN SPRINGS BIBLE CHURCH, 0.85 KM (0.55 MI) SOUTH OF THE BRIDGE
 GP0386'OVER A DRY WASH, 62.5 METERS (205 FT) SOUTHWEST OF MILEPOST 490,
 GP0386'29.7 METERS (97.5 FT) WEST OF THE HIGHWAY CENTERLINE, 19.0 METERS
 GP0386'(62.5 FT) WEST-SOUTHWEST OF THE WEST END OF A 48-INCH CORRUGATED METAL
 GP0386'PIPE CULVERT, 11.4 METERS (37.5 FT) SOUTH OF THE CENTER OF A SMALL DRY
 GP0386'WASH, 0.45 METER (1.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 GP0386'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 GP0386'THE MARK IS 1.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0017 ***********************************************************************
 GQ0017  DESIGNATION -  Q 51
 GQ0017  PID         -  GQ0017
 GQ0017  STATE/COUNTY-  AZ/COCONINO
 GQ0017  USGS QUAD   -  JACOB LAKE (1988)
 GQ0017
 GQ0017                         *CURRENT SURVEY CONTROL
 GQ0017  ___________________________________________________________________
 GQ0017* NAD 83(1986)-  36 43 54.     (N)    112 09 15.     (W)     SCALED    
 GQ0017* NAVD 88     -      2232.582  (meters)    7324.73   (feet)  POSTED    
 GQ0017  ___________________________________________________________________
 GQ0017  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 GQ0017  DYNAMIC HT  -        2229.690 (meters)    7315.24  (feet)  COMP
 GQ0017  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 GQ0017
 GQ0017  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0017
 GQ0017.The horizontal coordinates were scaled from a topographic map and have
 GQ0017.an estimated accuracy of +/- 6 seconds.
 GQ0017
 GQ0017.The orthometric height was determined by differential leveling
 GQ0017.and adjusted by the  in 1992.
 GQ0017.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0017.rate of 0.0 thru 1.0 mm/km.
 GQ0017
 GQ0017.The geoid height was determined by GEOID03.
 GQ0017
 GQ0017.The dynamic height is computed by dividing the NAVD 88
 GQ0017.geopotential number by the normal gravity value computed on the
 GQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0017.degrees latitude (g = 980.6199 gals.).
 GQ0017
 GQ0017.The modeled gravity was interpolated from observed gravity values.
 GQ0017
 GQ0017;                    North         East    Units  Estimated Accuracy
 GQ0017;SPC AZ C     -   635,720.      192,150.      MT  (+/- 180 meters Scaled)
 GQ0017
 GQ0017                          SUPERSEDED SURVEY CONTROL
 GQ0017
 GQ0017  NGVD 29 (??/??/92) 2231.424  (m)         7320.93   (f) ADJ UNCH    1 2
 GQ0017
 GQ0017.Superseded values are not recommended for survey control.
 GQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0017.See file dsdata.txt to determine how the superseded data were derived.
 GQ0017
 GQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF969657(NAD 83)
 GQ0017_MARKER: DB = BENCH MARK DISK
 GQ0017_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0017_SP_SET: OUTCROP
 GQ0017_STAMPING: Q 51 1934
 GQ0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0017+STABILITY: POSITION/ELEVATION WELL
 GQ0017
 GQ0017  HISTORY     - Date     Condition        Report By
 GQ0017  HISTORY     - 1934     MONUMENTED       CGS
 GQ0017
 GQ0017                          STATION DESCRIPTION
 GQ0017
 GQ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0017'4.3 MI E FROM JACOB LAKE.
 GQ0017'4.3 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0017'LAKE, COCONINO COUNTY, 70 YARDS NORTH OF A CULVERT, 67 FEET EAST OF A
 GQ0017'DRY CREEK, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 GQ0017'TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED Q 51 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0342 ***********************************************************************
 GP0342  DESIGNATION -  Q 510
 GP0342  PID         -  GP0342
 GP0342  STATE/COUNTY-  AZ/COCONINO
 GP0342  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0342
 GP0342                         *CURRENT SURVEY CONTROL
 GP0342  ___________________________________________________________________
 GP0342* NAD 83(1986)-  36 03 06.     (N)    111 23 44.     (W)     SCALED    
 GP0342* NAVD 88     -      1345.159  (meters)    4413.24   (feet)  ADJUSTED  
 GP0342  ___________________________________________________________________
 GP0342  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 GP0342  DYNAMIC HT  -        1343.516 (meters)    4407.85  (feet)  COMP
 GP0342  MODELED GRAV-     979,365.3   (mgal)                       NAVD 88
 GP0342
 GP0342  VERT ORDER  -  FIRST     CLASS II
 GP0342
 GP0342.The horizontal coordinates were scaled from a topographic map and have
 GP0342.an estimated accuracy of +/- 6 seconds.
 GP0342
 GP0342.The orthometric height was determined by differential leveling
 GP0342.and adjusted in June 1991.
 GP0342
 GP0342.The geoid height was determined by GEOID03.
 GP0342
 GP0342.The dynamic height is computed by dividing the NAVD 88
 GP0342.geopotential number by the normal gravity value computed on the
 GP0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0342.degrees latitude (g = 980.6199 gals.).
 GP0342
 GP0342.The modeled gravity was interpolated from observed gravity values.
 GP0342
 GP0342;                    North         East    Units  Estimated Accuracy
 GP0342;SPC AZ C     -   560,370.      260,310.      MT  (+/- 180 meters Scaled)
 GP0342
 GP0342                          SUPERSEDED SURVEY CONTROL
 GP0342
 GP0342.No superseded survey control is available for this station.
 GP0342
 GP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE643897(NAD 83)
 GP0342_MARKER: DB = BENCH MARK DISK
 GP0342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0342_SP_SET: HEADWALL
 GP0342_STAMPING: Q 510 1983
 GP0342_MARK LOGO: NGS   
 GP0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0342
 GP0342  HISTORY     - Date     Condition        Report By
 GP0342  HISTORY     - 1983     MONUMENTED       NGS
 GP0342
 GP0342                          STATION DESCRIPTION
 GP0342
 GP0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0342'20.1 KM (12.5 MI) NORTH FROM CAMERON.
 GP0342'20.1 KM (12.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0342'CAMERON, IN TOP OF THE NORTH END OF THE EAST HEADWALL FOR A DOUBLE 4
 GP0342'BY 8 FOOT BOX CULVERT WITH STEEL GUARD RAILS, 0.2 KM (0.1 MI) NORTH OF
 GP0342'MILEPOST 479, 7.3 METERS (24 FT) EAST OF THE HIGHWAY CENTERLINE, 0.3
 GP0342'METER (1 FT) SOUTH OF THE NORTH END.
 GP0342'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0488 ***********************************************************************
 FQ0488  DESIGNATION -  Q 511
 FQ0488  PID         -  FQ0488
 FQ0488  STATE/COUNTY-  AZ/COCONINO
 FQ0488  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0488
 FQ0488                         *CURRENT SURVEY CONTROL
 FQ0488  ___________________________________________________________________
 FQ0488* NAD 83(1986)-  35 38 02.     (N)    111 31 07.     (W)     SCALED    
 FQ0488* NAVD 88     -      1647.596  (meters)    5405.49   (feet)  ADJUSTED  
 FQ0488  ___________________________________________________________________
 FQ0488  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FQ0488  DYNAMIC HT  -        1645.438 (meters)    5398.41  (feet)  COMP
 FQ0488  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 FQ0488
 FQ0488  VERT ORDER  -  FIRST     CLASS II
 FQ0488
 FQ0488.The horizontal coordinates were scaled from a topographic map and have
 FQ0488.an estimated accuracy of +/- 6 seconds.
 FQ0488
 FQ0488.The orthometric height was determined by differential leveling
 FQ0488.and adjusted in June 1991.
 FQ0488
 FQ0488.The geoid height was determined by GEOID03.
 FQ0488
 FQ0488.The dynamic height is computed by dividing the NAVD 88
 FQ0488.geopotential number by the normal gravity value computed on the
 FQ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0488.degrees latitude (g = 980.6199 gals.).
 FQ0488
 FQ0488.The modeled gravity was interpolated from observed gravity values.
 FQ0488
 FQ0488;                    North         East    Units  Estimated Accuracy
 FQ0488;SPC AZ C     -   513,970.      249,410.      MT  (+/- 180 meters Scaled)
 FQ0488
 FQ0488                          SUPERSEDED SURVEY CONTROL
 FQ0488
 FQ0488.No superseded survey control is available for this station.
 FQ0488
 FQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE530434(NAD 83)
 FQ0488_MARKER: DB = BENCH MARK DISK
 FQ0488_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0488_SP_SET: ROCK OUTCROP
 FQ0488_STAMPING: Q 511 1983
 FQ0488_MARK LOGO: NGS   
 FQ0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0488+STABILITY: POSITION/ELEVATION WELL
 FQ0488
 FQ0488  HISTORY     - Date     Condition        Report By
 FQ0488  HISTORY     - 1983     MONUMENTED       NGS
 FQ0488
 FQ0488                          STATION DESCRIPTION
 FQ0488
 FQ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0488'28.6 KM (17.8 MI) SOUTH FROM CAMERON.
 FQ0488'28.6 KM (17.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0488'CAMERON, AT MILEPOST 449, IN TOP OF THE NORTH EDGE OF A 15 BY 20 FOOT
 FQ0488'PORTION OF VOLCANIC OUTCROP PROJECTING 4 FEET ABOVE THE SURFACE OF THE
 FQ0488'GROUND, 12.1 METERS (40 FT) EAST OF THE HIGHWAY CENTERLINE, 11.5
 FQ0488'METERS (38 FT) WEST OF THE RIGHT OF WAY FENCE.
 FQ0488'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0488'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0420 ***********************************************************************
 GP0420  DESIGNATION -  Q 512
 GP0420  PID         -  GP0420
 GP0420  STATE/COUNTY-  AZ/NAVAJO
 GP0420  USGS QUAD   -  SHONTO SE (1982)
 GP0420
 GP0420                         *CURRENT SURVEY CONTROL
 GP0420  ___________________________________________________________________
 GP0420* NAD 83(1986)-  36 32 48.     (N)    110 32 13.     (W)     SCALED    
 GP0420* NAVD 88     -      2003.054  (meters)    6571.69   (feet)  ADJUSTED  
 GP0420  ___________________________________________________________________
 GP0420  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 GP0420  DYNAMIC HT  -        2000.476 (meters)    6563.23  (feet)  COMP
 GP0420  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 GP0420
 GP0420  VERT ORDER  -  FIRST     CLASS II
 GP0420
 GP0420.The horizontal coordinates were scaled from a topographic map and have
 GP0420.an estimated accuracy of +/- 6 seconds.
 GP0420
 GP0420.The orthometric height was determined by differential leveling
 GP0420.and adjusted in June 1991.
 GP0420
 GP0420.The geoid height was determined by GEOID03.
 GP0420
 GP0420.The dynamic height is computed by dividing the NAVD 88
 GP0420.geopotential number by the normal gravity value computed on the
 GP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0420.degrees latitude (g = 980.6199 gals.).
 GP0420
 GP0420.The modeled gravity was interpolated from observed gravity values.
 GP0420
 GP0420;                    North         East    Units  Estimated Accuracy
 GP0420;SPC AZ E     -   615,230.      180,210.      MT  (+/- 180 meters Scaled)
 GP0420
 GP0420                          SUPERSEDED SURVEY CONTROL
 GP0420
 GP0420.No superseded survey control is available for this station.
 GP0420
 GP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF414446(NAD 83)
 GP0420_MARKER: I = METAL ROD
 GP0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0420_SP_SET: STAINLESS STEEL ROD
 GP0420_STAMPING: Q 512 1983
 GP0420_MARK LOGO: NGS   
 GP0420_PROJECTION: FLUSH
 GP0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0420_ROD/PIPE-DEPTH: 12.2 meters
 GP0420
 GP0420  HISTORY     - Date     Condition        Report By
 GP0420  HISTORY     - 1983     MONUMENTED       NGS
 GP0420
 GP0420                          STATION DESCRIPTION
 GP0420
 GP0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0420'34.0 KM (21.1 MI) SW FROM KAYENTA.
 GP0420'34.0 KM (21.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0420'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 3.3 KM (2.05 MI) SOUTHWEST
 GP0420'OF STATE HIGHWAY 564, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 372,
 GP0420'62.0 METERS (203.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0420'7.1 METERS (23.3 FT) NORTHEAST OF THE CENTER OF A GATE AND TRACK ROAD
 GP0420'LEADING NORTHWEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GP0420'LOGO CAP.
 GP0420'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0420'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0397 ***********************************************************************
 GP0397  DESIGNATION -  Q 513
 GP0397  PID         -  GP0397
 GP0397  STATE/COUNTY-  AZ/NAVAJO
 GP0397  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0397
 GP0397                         *CURRENT SURVEY CONTROL
 GP0397  ___________________________________________________________________
 GP0397* NAD 83(1986)-  36 47 32.     (N)    110 13 49.     (W)     SCALED    
 GP0397* NAVD 88     -      1713.787  (meters)    5622.65   (feet)  ADJUSTED  
 GP0397  ___________________________________________________________________
 GP0397  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 GP0397  DYNAMIC HT  -        1711.747 (meters)    5615.96  (feet)  COMP
 GP0397  MODELED GRAV-     979,379.9   (mgal)                       NAVD 88
 GP0397
 GP0397  VERT ORDER  -  FIRST     CLASS II
 GP0397
 GP0397.The horizontal coordinates were scaled from a topographic map and have
 GP0397.an estimated accuracy of +/- 6 seconds.
 GP0397
 GP0397.The orthometric height was determined by differential leveling
 GP0397.and adjusted in June 1991.
 GP0397
 GP0397.The geoid height was determined by GEOID03.
 GP0397
 GP0397.The dynamic height is computed by dividing the NAVD 88
 GP0397.geopotential number by the normal gravity value computed on the
 GP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0397.degrees latitude (g = 980.6199 gals.).
 GP0397
 GP0397.The modeled gravity was interpolated from observed gravity values.
 GP0397
 GP0397;                    North         East    Units  Estimated Accuracy
 GP0397;SPC AZ E     -   642,420.      207,680.      MT  (+/- 180 meters Scaled)
 GP0397
 GP0397                          SUPERSEDED SURVEY CONTROL
 GP0397
 GP0397.No superseded survey control is available for this station.
 GP0397
 GP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF686721(NAD 83)
 GP0397_MARKER: I = METAL ROD
 GP0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0397_SP_SET: STAINLESS STEEL ROD
 GP0397_STAMPING: Q 513 1983
 GP0397_MARK LOGO: NGS   
 GP0397_PROJECTION: FLUSH
 GP0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0397_ROD/PIPE-DEPTH: 8.5  meters
 GP0397
 GP0397  HISTORY     - Date     Condition        Report By
 GP0397  HISTORY     - 1983     MONUMENTED       NGS
 GP0397
 GP0397                          STATION DESCRIPTION
 GP0397
 GP0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0397'10.9 KM (6.75 MI) NE FROM KAYENTA.
 GP0397'10.9 KM (6.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0397'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 0.5 KM (0.3 MI) NORTH OF
 GP0397'MILEPOST 400, 22.5 METERS (73.8 FT) WEST OF THE CENTERLINE OF THE
 GP0397'HIGHWAY, AND 14.9 METERS (48.9 FT) SOUTH OF THE CENTER OF A DIRT ROAD
 GP0397'LEADING WEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GP0397'CAP.
 GP0397'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2507 ***********************************************************************
 CZ2507  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2507  DESIGNATION -  Q 516
 CZ2507  PID         -  CZ2507
 CZ2507  STATE/COUNTY-  AZ/PINAL
 CZ2507  USGS QUAD   -  ELOY NORTH (1992)
 CZ2507
 CZ2507                         *CURRENT SURVEY CONTROL
 CZ2507  ___________________________________________________________________
 CZ2507* NAD 83(2007)-  32 45 46.25820(N)    111 37 10.18938(W)     ADJUSTED  
 CZ2507* NAVD 88     -       465.56   (meters)    1527.4    (feet)  GPS OBS   
 CZ2507  ___________________________________________________________________
 CZ2507  EPOCH DATE  -        2007.00
 CZ2507  X           -  -1,978,203.363 (meters)                     COMP
 CZ2507  Y           -  -4,991,408.241 (meters)                     COMP
 CZ2507  Z           -   3,432,107.196 (meters)                     COMP
 CZ2507  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2507  ELLIP HEIGHT-         435.417 (meters)          (04/23/08) ADJUSTED
 CZ2507  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ2507  HORZ ORDER  -  B
 CZ2507  ELLP ORDER  -  FOURTH    CLASS I
 CZ2507
 CZ2507.The horizontal coordinates were established by GPS observations
 CZ2507.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2507
 CZ2507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2507.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2507.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2507.The epoch date for horizontal control is a decimal equivalence
 CZ2507.of Year/Month/Day.
 CZ2507
 CZ2507.The orthometric height was determined by GPS observations and a
 CZ2507.high-resolution geoid model.
 CZ2507.The orthometric height was determined by GPS observations and a
 CZ2507.high-resolution geoid model using precise GPS observation and
 CZ2507.processing techniques. It supersedes the leveled height previously
 CZ2507.determined for this station.
 CZ2507
 CZ2507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2507
 CZ2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2507
 CZ2507.The ellipsoidal height was determined by GPS observations
 CZ2507.and is referenced to NAD 83.
 CZ2507
 CZ2507.The geoid height was determined by GEOID03.
 CZ2507
 CZ2507;                    North         East     Units Scale Factor Converg.
 CZ2507;SPC AZ C     -   195,492.699   241,202.781   MT  0.99990956   +0 09 38.9
 CZ2507;SPC AZ C     -   641,380.25    791,347.71   iFT  0.99990956   +0 09 38.9
 CZ2507;UTM  12      - 3,625,166.680   441,974.372   MT  0.99964152   -0 20 06.9
 CZ2507
 CZ2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2507!SPC AZ C     -   0.99993164  x   0.99990956  =   0.99984121
 CZ2507!UTM  12      -   0.99993164  x   0.99964152  =   0.99957319
 CZ2507
 CZ2507                          SUPERSEDED SURVEY CONTROL
 CZ2507
 CZ2507  NAVD 88 (11/29/93)  465.635  (m)         1527.67   (f) ADJUSTED    1 2
 CZ2507
 CZ2507.Superseded values are not recommended for survey control.
 CZ2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2507.See file dsdata.txt to determine how the superseded data were derived.
 CZ2507
 CZ2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4197425167(NAD 83)
 CZ2507_MARKER: F = FLANGE-ENCASED ROD
 CZ2507_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2507_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2507_STAMPING: Q 516 1991
 CZ2507_MARK LOGO: NGS   
 CZ2507_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ2507_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2507+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2006
 CZ2507_ROD/PIPE-DEPTH: 10.4 meters
 CZ2507_SLEEVE-DEPTH  : 0.9 meters
 CZ2507
 CZ2507  HISTORY     - Date     Condition        Report By
 CZ2507  HISTORY     - 1991     MONUMENTED       NGS
 CZ2507  HISTORY     - 20061205 GOOD             PSOMAS
 CZ2507  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2507
 CZ2507                          STATION DESCRIPTION
 CZ2507
 CZ2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2507'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2507'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ2507'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG TOLTEC ROAD, 16.8 M (55.1 FT)
 CZ2507'WEST OF A UTILITY BRACE POLE, 12.9 M (42.3 FT) EAST OF THE ROAD
 CZ2507'CENTERLINE, 9.2 M (30.2 FT) SOUTH OF THE CENTER OF BATTAGLIA ROAD,
 CZ2507'1.7 M (5.6 FT) EAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A
 CZ2507'WITNESS POST, AND O.3 M BELOW THE LEVEL OF BATTAGLIA ROAD.
 CZ2507'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2507
 CZ2507                          STATION RECOVERY (2006)
 CZ2507
 CZ2507'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PG)
 CZ2507'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ2507' 
 CZ2507'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTH-NORTHWEST OF
 CZ2507'FRIENDLY CORNERS, 9.5 MI (15.3 KM) EAST OF CHUICHU AND 3.8 MI (6.2 KM)
 CZ2507'WEST OF ELOY.
 CZ2507' 
 CZ2507'TO REACH STATION FROM INTERSECTION OF TOLTEC HIGHWAY AND INTERSTATE
 CZ2507'10, HEAD SOUTH ON TOLTEC HIGHWAY 1.0 MI (1.6 KM) TO BATTAGLIA ROAD.
 CZ2507'THE STATION IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF TOLTEC
 CZ2507'HIGHWAY AND BATTAGLIA ROAD, ABOUT 5 FT (1.5 M) EAST OF A UTILITY POLE.
 CZ2507
 CZ2507                          STATION RECOVERY (2007)
 CZ2507
 CZ2507'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2307 ***********************************************************************
 DU2307  DESIGNATION -  Q 517
 DU2307  PID         -  DU2307
 DU2307  STATE/COUNTY-  AZ/MARICOPA
 DU2307  USGS QUAD   -  BUCKHORN (1982)
 DU2307
 DU2307                         *CURRENT SURVEY CONTROL
 DU2307  ___________________________________________________________________
 DU2307* NAD 83(1986)-  33 26 26.     (N)    111 41 02.     (W)     SCALED    
 DU2307* NAVD 88     -       453.256  (meters)    1487.06   (feet)  ADJUSTED  
 DU2307  ___________________________________________________________________
 DU2307  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2307  DYNAMIC HT  -         452.715 (meters)    1485.28  (feet)  COMP
 DU2307  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 DU2307
 DU2307  VERT ORDER  -  FIRST     CLASS II
 DU2307
 DU2307.The horizontal coordinates were scaled from a topographic map and have
 DU2307.an estimated accuracy of +/- 6 seconds.
 DU2307
 DU2307.The orthometric height was determined by differential leveling
 DU2307.and adjusted in November 1993.
 DU2307
 DU2307.The geoid height was determined by GEOID03.
 DU2307
 DU2307.The dynamic height is computed by dividing the NAVD 88
 DU2307.geopotential number by the normal gravity value computed on the
 DU2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2307.degrees latitude (g = 980.6199 gals.).
 DU2307
 DU2307.The modeled gravity was interpolated from observed gravity values.
 DU2307
 DU2307;                    North         East    Units  Estimated Accuracy
 DU2307;SPC AZ C     -   270,630.      235,000.      MT  (+/- 180 meters Scaled)
 DU2307
 DU2307                          SUPERSEDED SURVEY CONTROL
 DU2307
 DU2307.No superseded survey control is available for this station.
 DU2307
 DU2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364003(NAD 83)
 DU2307_MARKER: I = METAL ROD
 DU2307_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU2307+WITH SETTING: INFORMATION.
 DU2307_SP_SET: METAL ROD DRIVEN INTO GROUND
 DU2307_STAMPING: Q 517 1992
 DU2307_MARK LOGO: NGS   
 DU2307_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2307+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2307
 DU2307  HISTORY     - Date     Condition        Report By
 DU2307  HISTORY     - 1992     MONUMENTED       NGS
 DU2307  HISTORY     - 20070320 POOR             GEOCAC
 DU2307
 DU2307                          STATION DESCRIPTION
 DU2307
 DU2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2307'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2307'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2307'2.8 KM (1.75 MI) NORTHERLY ALONG NORTH POWERS ROAD, A METAL ROD
 DU2307'DRIVEN 1.9 METERS (6.2 FEET) AND PROJECTS 03 CENTIMETERS, 34.2 M
 DU2307'(112.2 FT) SOUTH OF THE EXTENDED CENTER OF EAST PRINCESS STREET, 15.6
 DU2307'M (51.2 FT) NORTH OF A FIRE HYDRANT, 11.9 M (39.0 FT) EAST OF THE
 DU2307'CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD, 2.1 M (6.9 FT)
 DU2307'SOUTHEAST OF UTILITY POLE NUMBER 32, 0.4 M (1.3 FT) WEST OF A WITNESS
 DU2307'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS
 DU2307'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2307
 DU2307                          STATION RECOVERY (2007)
 DU2307
 DU2307'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2307'RECOVERED AS DESCRIBED, IN 'DISTURBED' CONDITION. CONSIDERING THAT FOR
 DU2307'OTHER MARKS SIMILAR TO THIS ONE, THE ROD (THE MARK ITSELF) IS LOCATED
 DU2307'IN THE CENTER OF THE OUTER CASING, THIS ONE SEEM TO HAVE BEEN
 DU2307'DISTURBED.
 DU2307'THE INNER ROD IS TILTED AT A CONSIDERABLE ANGLE, AND IS NEARLY
 DU2307'TOUCHING THE OUTER CASING ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2331 ***********************************************************************
 DU2331  DESIGNATION -  Q 518
 DU2331  PID         -  DU2331
 DU2331  STATE/COUNTY-  AZ/MARICOPA
 DU2331  USGS QUAD   -  TEMPE (1982)
 DU2331
 DU2331                         *CURRENT SURVEY CONTROL
 DU2331  ___________________________________________________________________
 DU2331* NAD 83(1986)-  33 24 28.     (N)    111 54 23.     (W)     SCALED    
 DU2331* NAVD 88     -       362.101  (meters)    1187.99   (feet)  ADJUSTED  
 DU2331  ___________________________________________________________________
 DU2331  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2331  DYNAMIC HT  -         361.681 (meters)    1186.62  (feet)  COMP
 DU2331  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 DU2331
 DU2331  VERT ORDER  -  FIRST     CLASS II
 DU2331
 DU2331.The horizontal coordinates were scaled from a topographic map and have
 DU2331.an estimated accuracy of +/- 6 seconds.
 DU2331
 DU2331.The orthometric height was determined by differential leveling
 DU2331.and adjusted in November 1993.
 DU2331
 DU2331.The geoid height was determined by GEOID03.
 DU2331
 DU2331.The dynamic height is computed by dividing the NAVD 88
 DU2331.geopotential number by the normal gravity value computed on the
 DU2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2331.degrees latitude (g = 980.6199 gals.).
 DU2331
 DU2331.The modeled gravity was interpolated from observed gravity values.
 DU2331
 DU2331;                    North         East    Units  Estimated Accuracy
 DU2331;SPC AZ C     -   266,970.      214,320.      MT  (+/- 180 meters Scaled)
 DU2331
 DU2331                          SUPERSEDED SURVEY CONTROL
 DU2331
 DU2331.No superseded survey control is available for this station.
 DU2331
 DU2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB157968(NAD 83)
 DU2331_MARKER: DV = VERTICAL CONTROL DISK
 DU2331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU2331_SP_SET: BUILDING
 DU2331_STAMPING: Q 518 1992
 DU2331_MARK LOGO: NGS   
 DU2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2331+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 DU2331
 DU2331  HISTORY     - Date     Condition        Report By
 DU2331  HISTORY     - 1992     MONUMENTED       NGS
 DU2331  HISTORY     - 20060224 GOOD             GEOCAC
 DU2331
 DU2331                          STATION DESCRIPTION
 DU2331
 DU2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2331'IN TEMPE, AT 1872 EAST BROADWAY ROAD, IN THE EAST CONCRETE FOUNDATION
 DU2331'OF DUNN-EDWARDS CORPORATION BUILDING, 24.7 M (81.0 FT) NORTH OF THE
 DU2331'NORTH CURB OF THE ROAD, 14.8 M (48.6 FT) EAST OF THE CENTER OF SOUTH
 DU2331'KACHINA DRIVE, 11.3 M (37.1 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 DU2331'BUILDING, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE DRIVE, AND 0.5 M (1.6
 DU2331'FT) ABOVE THE GROUND SURFACE.
 DU2331
 DU2331                          STATION RECOVERY (2006)
 DU2331
 DU2331'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2331'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT IN THE WEST CONCRETE
 DU2331'FOUNDATION. COORDINATES ARE
 DU2331'33 24 28.20 (N)   111 54 24.00 (W) (NAD 83).
 DU2331' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2304 ***********************************************************************
 DV2304  DESIGNATION -  Q 519
 DV2304  PID         -  DV2304
 DV2304  STATE/COUNTY-  AZ/MARICOPA
 DV2304  USGS QUAD   -  FOWLER (1982)
 DV2304
 DV2304                         *CURRENT SURVEY CONTROL
 DV2304  ___________________________________________________________________
 DV2304* NAD 83(1986)-  33 24 28.     (N)    112 11 11.     (W)     SCALED    
 DV2304* NAVD 88     -       308.409  (meters)    1011.84   (feet)  ADJUSTED  
 DV2304  ___________________________________________________________________
 DV2304  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV2304  DYNAMIC HT  -         308.053 (meters)    1010.67  (feet)  COMP
 DV2304  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DV2304
 DV2304  VERT ORDER  -  FIRST     CLASS II
 DV2304
 DV2304.The horizontal coordinates were scaled from a topographic map and have
 DV2304.an estimated accuracy of +/- 6 seconds.
 DV2304
 DV2304.The orthometric height was determined by differential leveling
 DV2304.and adjusted in November 1993.
 DV2304
 DV2304.The geoid height was determined by GEOID03.
 DV2304
 DV2304.The dynamic height is computed by dividing the NAVD 88
 DV2304.geopotential number by the normal gravity value computed on the
 DV2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2304.degrees latitude (g = 980.6199 gals.).
 DV2304
 DV2304.The modeled gravity was interpolated from observed gravity values.
 DV2304
 DV2304;                    North         East    Units  Estimated Accuracy
 DV2304;SPC AZ C     -   267,010.      188,270.      MT  (+/- 180 meters Scaled)
 DV2304
 DV2304                          SUPERSEDED SURVEY CONTROL
 DV2304
 DV2304.No superseded survey control is available for this station.
 DV2304
 DV2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB896971(NAD 83)
 DV2304_MARKER: DV = VERTICAL CONTROL DISK
 DV2304_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2304_SP_SET: FOOTING
 DV2304_STAMPING: Q 519 1992
 DV2304_MARK LOGO: NGS   
 DV2304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2304+STABILITY: POSITION/ELEVATION WELL
 DV2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2304+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DV2304
 DV2304  HISTORY     - Date     Condition        Report By
 DV2304  HISTORY     - 1992     MONUMENTED       NGS
 DV2304  HISTORY     - 19940425 GOOD             NGS
 DV2304  HISTORY     - 20060819 GOOD             GEOCAC
 DV2304
 DV2304                          STATION DESCRIPTION
 DV2304
 DV2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2304'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2304'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2304'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST BROADWAY
 DV2304'ROAD, NEAR THE NORTH CORNER OF A CONCRETE FOOTING FOR HIGH LINE TOWER
 DV2304'NUMBER 8, 14.8 M (48.6 FT) EAST OF THE EXTENDED CENTER OF 59TH
 DV2304'AVENUE, 11.8 M (38.7 FT) SOUTH OF THE ROAD CENTERLINE, AND 0.3 M (1.0
 DV2304'FT) ABOVE THE GROUND SURFACE.
 DV2304
 DV2304                          STATION RECOVERY (1994)
 DV2304
 DV2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV2304'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2304'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2304'91ST AVENUE, THENCE 6.4 KM (3.95 MI) EASTERLY ALONG WEST BROADWAY
 DV2304'ROAD, NEAR THE NORTH CORNER OF THE CONCRETE FOOTING FOR HIGHLINE
 DV2304'TOWER NUMBER 8, 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF 59TH
 DV2304'AVENUE, 11.5 M (37.7 FT) SOUTH OF THE ROAD CENTERLINE, AND 0.7 M
 DV2304'(2.3 FT) ABOVE THE LEVEL OF THE ROAD.
 DV2304
 DV2304                          STATION RECOVERY (2006)
 DV2304
 DV2304'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0871 ***********************************************************************
 FS0871  DESIGNATION -  Q 52
 FS0871  PID         -  FS0871
 FS0871  STATE/COUNTY-  AZ/MOHAVE
 FS0871  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0871
 FS0871                         *CURRENT SURVEY CONTROL
 FS0871  ___________________________________________________________________
 FS0871* NAD 83(1986)-  35 27 48.     (N)    114 38 26.     (W)     SCALED    
 FS0871* NAVD 88     -       182.821  (meters)     599.81   (feet)  POSTED    
 FS0871  ___________________________________________________________________
 FS0871  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FS0871  DYNAMIC HT  -         182.640 (meters)     599.21  (feet)  COMP
 FS0871  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 FS0871
 FS0871  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0871
 FS0871.The horizontal coordinates were scaled from a topographic map and have
 FS0871.an estimated accuracy of +/- 6 seconds.
 FS0871
 FS0871.The orthometric height was determined by differential leveling
 FS0871.and adjusted by the  in 1992.
 FS0871.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0871.rate of 0.0 thru 1.0 mm/km.
 FS0871
 FS0871.The geoid height was determined by GEOID03.
 FS0871
 FS0871.The dynamic height is computed by dividing the NAVD 88
 FS0871.geopotential number by the normal gravity value computed on the
 FS0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0871.degrees latitude (g = 980.6199 gals.).
 FS0871
 FS0871.The modeled gravity was interpolated from observed gravity values.
 FS0871
 FS0871;                    North         East    Units  Estimated Accuracy
 FS0871;SPC AZ W     -   495,350.      132,530.      MT  (+/- 180 meters Scaled)
 FS0871
 FS0871                          SUPERSEDED SURVEY CONTROL
 FS0871
 FS0871  NGVD 29 (??/??/92)  182.118  (m)          597.50   (f) ADJ UNCH    1 2
 FS0871
 FS0871.Superseded values are not recommended for survey control.
 FS0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0871.See file dsdata.txt to determine how the superseded data were derived.
 FS0871
 FS0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV141269(NAD 83)
 FS0871_MARKER: DB = BENCH MARK DISK
 FS0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0871_STAMPING: Q 52 1934
 FS0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0871+STABILITY: SURFACE MOTION
 FS0871
 FS0871  HISTORY     - Date     Condition        Report By
 FS0871  HISTORY     - 1934     MONUMENTED       CGS
 FS0871  HISTORY     - 1950     GOOD             NGS
 FS0871  HISTORY     - 1957     GOOD             USGS
 FS0871
 FS0871                          STATION DESCRIPTION
 FS0871
 FS0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0871'27.1 MI W FROM GRASSHOPPER JUNCTION.
 FS0871'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0871'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 19.7 MILES WEST
 FS0871'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 77
 FS0871'FEET SOUTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING
 FS0871'SOUTH, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET
 FS0871'WEST OF THE CENTER LINE OF THE TRACK ROAD, 2.7 FEET WEST OF A
 FS0871'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 FS0871'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS
 FS0871'MARK IS INUNDATED BY LAKE MOJAVE.
 FS0871
 FS0871                          STATION RECOVERY (1957)
 FS0871
 FS0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2329 ***********************************************************************
 DV2329  DESIGNATION -  Q 520
 DV2329  PID         -  DV2329
 DV2329  STATE/COUNTY-  AZ/MARICOPA
 DV2329  USGS QUAD   -  VALENCIA (1982)
 DV2329
 DV2329                         *CURRENT SURVEY CONTROL
 DV2329  ___________________________________________________________________
 DV2329* NAD 83(1986)-  33 22 40.     (N)    112 35 06.     (W)     SCALED    
 DV2329* NAVD 88     -       271.684  (meters)     891.35   (feet)  ADJUSTED  
 DV2329  ___________________________________________________________________
 DV2329  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV2329  DYNAMIC HT  -         271.375 (meters)     890.34  (feet)  COMP
 DV2329  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 DV2329
 DV2329  VERT ORDER  -  FIRST     CLASS II
 DV2329
 DV2329.The horizontal coordinates were scaled from a topographic map and have
 DV2329.an estimated accuracy of +/- 6 seconds.
 DV2329
 DV2329.The orthometric height was determined by differential leveling
 DV2329.and adjusted in November 1993.
 DV2329
 DV2329.The geoid height was determined by GEOID03.
 DV2329
 DV2329.The dynamic height is computed by dividing the NAVD 88
 DV2329.geopotential number by the normal gravity value computed on the
 DV2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2329.degrees latitude (g = 980.6199 gals.).
 DV2329
 DV2329.The modeled gravity was interpolated from observed gravity values.
 DV2329
 DV2329;                    North         East    Units  Estimated Accuracy
 DV2329;SPC AZ C     -   263,850.      151,180.      MT  (+/- 180 meters Scaled)
 DV2329
 DV2329                          SUPERSEDED SURVEY CONTROL
 DV2329
 DV2329.No superseded survey control is available for this station.
 DV2329
 DV2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB525942(NAD 83)
 DV2329_MARKER: I = METAL ROD
 DV2329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2329_SP_SET: STAINLESS STEEL ROD
 DV2329_STAMPING: Q 520 1992
 DV2329_MARK LOGO: NGS   
 DV2329_PROJECTION: RECESSED 3 CENTIMETERS
 DV2329_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2329+STABILITY: POSITION/ELEVATION WELL
 DV2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2329+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2006
 DV2329_ROD/PIPE-DEPTH: 5.9  meters
 DV2329
 DV2329  HISTORY     - Date     Condition        Report By
 DV2329  HISTORY     - 1992     MONUMENTED       NGS
 DV2329  HISTORY     - 20061113 GOOD             GEOCAC
 DV2329
 DV2329                          STATION DESCRIPTION
 DV2329
 DV2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2329'IN BUCKEYE, AT 103 WEST BASELINE ROAD, 26.2 M (86.0 FT) SOUTH OF AND
 DV2329'LEVEL WITH THE ROAD CENTERLINE, 5.2 M (17.1 FT) SOUTH OF THE
 DV2329'NORTHWEST CORNER OF THE ROOSEVELT IRRIGATION DISTRICT BUILDING, 1.5 M
 DV2329'(4.9 FT) WEST OF THE WEST FACE OF THE BUILDING, 1.5 M (4.9 FT) EAST
 DV2329'OF THE CENTER OF A GATE, AND 0.4 M (1.3 FT) NORTH OF A CHAIN-LINK
 DV2329'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DV2329
 DV2329                          STATION RECOVERY (2006)
 DV2329
 DV2329'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2329'RECOVERED AS DESCRIBED. THE CO-ORDINATES ARE CONSIDERABLY OFF, AND
 DV2329'INDICATE THE MARK TO BE ABOUT 0.10 MILES SOUTH OF THE ACTUAL LOCATION.
 DV2329' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2345 ***********************************************************************
 DU2345  DESIGNATION -  Q 521
 DU2345  PID         -  DU2345
 DU2345  STATE/COUNTY-  AZ/PINAL
 DU2345  USGS QUAD   -  SACATON BUTTE (1967)
 DU2345
 DU2345                         *CURRENT SURVEY CONTROL
 DU2345  ___________________________________________________________________
 DU2345* NAD 83(1986)-  33 07 02.     (N)    111 56 39.     (W)     SCALED    
 DU2345* NAVD 88     -       358.295  (meters)    1175.51   (feet)  ADJUSTED  
 DU2345  ___________________________________________________________________
 DU2345  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DU2345  DYNAMIC HT  -         357.868 (meters)    1174.11  (feet)  COMP
 DU2345  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 DU2345
 DU2345  VERT ORDER  -  FIRST     CLASS II
 DU2345
 DU2345.The horizontal coordinates were scaled from a topographic map and have
 DU2345.an estimated accuracy of +/- 6 seconds.
 DU2345
 DU2345.The orthometric height was determined by differential leveling
 DU2345.and adjusted in August 1994.
 DU2345
 DU2345.The geoid height was determined by GEOID03.
 DU2345
 DU2345.The dynamic height is computed by dividing the NAVD 88
 DU2345.geopotential number by the normal gravity value computed on the
 DU2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2345.degrees latitude (g = 980.6199 gals.).
 DU2345
 DU2345.The modeled gravity was interpolated from observed gravity values.
 DU2345
 DU2345;                    North         East    Units  Estimated Accuracy
 DU2345;SPC AZ C     -   234,750.      210,790.      MT  (+/- 180 meters Scaled)
 DU2345
 DU2345                          SUPERSEDED SURVEY CONTROL
 DU2345
 DU2345.No superseded survey control is available for this station.
 DU2345
 DU2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB119646(NAD 83)
 DU2345_MARKER: I = METAL ROD
 DU2345_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2345_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2345_STAMPING: Q 521 1994
 DU2345_MARK LOGO: NGS   
 DU2345_PROJECTION: FLUSH
 DU2345_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2345+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU2345_ROD/PIPE-DEPTH: 6.5  meters
 DU2345_SLEEVE-DEPTH  : 0.9 meters
 DU2345
 DU2345  HISTORY     - Date     Condition        Report By
 DU2345  HISTORY     - 1994     MONUMENTED       NGS
 DU2345  HISTORY     - 20061106 GOOD             GEOCAC
 DU2345
 DU2345                          STATION DESCRIPTION
 DU2345
 DU2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2345'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2345'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2345'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 10.1 KM
 DU2345'(6.25 MI) WESTERLY ALONG CASA BLANCA ROAD, 15.7 M (51.5 FT) SOUTH OF
 DU2345'THE ROAD CENTERLINE, 10.6 M (34.8 FT) EAST OF THE CENTER OF MURPHY
 DU2345'ROAD, 1.4 M (4.6 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE, 0.5 M
 DU2345'(1.6 FT) BELOW THE LEVEL OF CASA BLANCA ROAD, AND 0.3 M (1.0 FT) WEST
 DU2345'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2345'5-INCH LOGO CAP.
 DU2345
 DU2345                          STATION RECOVERY (2006)
 DU2345
 DU2345'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2361 ***********************************************************************
 DU2361  DESIGNATION -  Q 522
 DU2361  PID         -  DU2361
 DU2361  STATE/COUNTY-  AZ/MARICOPA
 DU2361  USGS QUAD   -  CHANDLER (1981)
 DU2361
 DU2361                         *CURRENT SURVEY CONTROL
 DU2361  ___________________________________________________________________
 DU2361* NAD 83(2007)-  33 15 40.87176(N)    111 50 13.12810(W)     ADJUSTED  
 DU2361* NAVD 88     -       371.096  (meters)    1217.50   (feet)  ADJUSTED  
 DU2361  ___________________________________________________________________
 DU2361  EPOCH DATE  -        2007.00
 DU2361  X           -  -1,985,901.385 (meters)                     COMP
 DU2361  Y           -  -4,955,828.837 (meters)                     COMP
 DU2361  Z           -   3,478,419.246 (meters)                     COMP
 DU2361  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DU2361  ELLIP HEIGHT-         341.165 (meters)          (02/10/07) ADJUSTED
 DU2361  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU2361  DYNAMIC HT  -         370.654 (meters)    1216.05  (feet)  COMP
 DU2361
 DU2361  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2361  Type    PID    Designation                      North   East  Ellip
 DU2361  -------------------------------------------------------------------
 DU2361  NETWORK DU2361 Q 522                             0.57   1.14  10.31
 DU2361  -------------------------------------------------------------------
 DU2361  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 DU2361
 DU2361  VERT ORDER  -  FIRST     CLASS II
 DU2361
 DU2361.The horizontal coordinates were established by GPS observations
 DU2361.and adjusted by the National Geodetic Survey in February 2007.
 DU2361
 DU2361.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2361.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2361.The horizontal coordinates are valid at the epoch date displayed above.
 DU2361.The epoch date for horizontal control is a decimal equivalence
 DU2361.of Year/Month/Day.
 DU2361
 DU2361.The orthometric height was determined by differential leveling
 DU2361.and adjusted in August 1994.
 DU2361
 DU2361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2361
 DU2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2361
 DU2361.The ellipsoidal height was determined by GPS observations
 DU2361.and is referenced to NAD 83.
 DU2361
 DU2361.The geoid height was determined by GEOID03.
 DU2361
 DU2361.The dynamic height is computed by dividing the NAVD 88
 DU2361.geopotential number by the normal gravity value computed on the
 DU2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2361.degrees latitude (g = 980.6199 gals.).
 DU2361
 DU2361.The modeled gravity was interpolated from observed gravity values.
 DU2361
 DU2361;                    North         East     Units Scale Factor Converg.
 DU2361;SPC AZ C     -   250,737.326   220,784.198   MT  0.99990068   +0 02 37.3
 DU2361;SPC AZ C     -   822,629.02    724,357.60   iFT  0.99990068   +0 02 37.3
 DU2361;UTM  12      - 3,680,573.506   422,043.031   MT  0.99967493   -0 27 32.7
 DU2361
 DU2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2361!SPC AZ C     -   0.99994644  x   0.99990068  =   0.99984713
 DU2361!UTM  12      -   0.99994644  x   0.99967493  =   0.99962139
 DU2361
 DU2361                          SUPERSEDED SURVEY CONTROL
 DU2361
 DU2361  ELLIP H (08/22/01)  341.178  (m)                       GP(       ) 2 1
 DU2361  NAD 83(1992)-  33 15 40.87129(N)    111 50 13.12778(W) AD(       ) 1
 DU2361  ELLIP H (09/03/97)  341.178  (m)                       GP(       ) 2 1
 DU2361  NAVD 88 (09/03/97)  371.10   (m)         1217.5    (f) LEVELING    3  
 DU2361
 DU2361.Superseded values are not recommended for survey control.
 DU2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2361.See file dsdata.txt to determine how the superseded data were derived.
 DU2361
 DU2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2204380574(NAD 83)
 DU2361_MARKER: I = METAL ROD
 DU2361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2361_SP_SET: STAINLESS STEEL ROD
 DU2361_STAMPING: Q 522 1994
 DU2361_MARK LOGO: NGS   
 DU2361_PROJECTION: FLUSH
 DU2361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2361+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 DU2361_ROD/PIPE-DEPTH: 4.6  meters
 DU2361
 DU2361  HISTORY     - Date     Condition        Report By
 DU2361  HISTORY     - 1994     MONUMENTED       NGS
 DU2361  HISTORY     - 19970620 GOOD             NGS
 DU2361  HISTORY     - 20060127 GOOD             GEOCAC
 DU2361
 DU2361                          STATION DESCRIPTION
 DU2361
 DU2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2361'13.8 KM (8.55 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2361'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 0.4 KM
 DU2361'(0.25 MI) EASTERLY ALONG SANTAN ROAD, 94.7 M (310.7 FT) SOUTH OF THE
 DU2361'ROAD CENTERLINE, 13.3 M (43.6 FT) WEST OF THE NEAR RAIL OF THE
 DU2361'SOUTHERN PACIFIC RAILROAD, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 DU2361'TRACK, 0.6 M (2.0 FT) NORTH OF A UTILITY POLE, AND 0.3 M (1.0 FT)
 DU2361'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2361'5-INCH LOGO CAP.
 DU2361
 DU2361                          STATION RECOVERY (1997)
 DU2361
 DU2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 DU2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 20JUN1997 (WCW) .  RECOVERED
 DU2361'IN GOOD CONDITION AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.
 DU2361'THE STATION IS LOCATED ON THE WEST SIDE OF THE SOUTHERN PACIFIC
 DU2361'RAILROAD SOUTH OF QUEEN CREEK ROAD.  OWNERSHIP--SOUTHERN PACIFIC
 DU2361'RAILROAD. TO REACH FROM THE JUNCTION OF INTERSTATE 10 (EXIT 164) ,
 DU2361'STATE HIGHWAY 347 (MARICOPA ROAD) AND QUEEN CREEK ROAD ON THE SOUTH
 DU2361'SIDE OF CHANDLER, GO EAST ON QUEEN CREEK ROAD FOR 10.6 KM (6.60 MI) TO
 DU2361'A RAILROAD CROSSING WHICH IS 0.3 KM (0.20 MI) EAST FROM STATE HIGHWAY
 DU2361'87 (ARIZONA AVE) .  TURN RIGHT ONTO A DIRT SERVICE ROAD ON THE WEST
 DU2361'SIDE OF THE TRACKS AND GO SOUTH FOR 94.5 M (310.0 FT) TO THE STATION
 DU2361'ON LEFT. THE MARK IS THE PUNCH AT TOP CENTER OF AN UNSLEEVED STAINLESS
 DU2361'STEEL ROD DRIVEN TO REFUSAL AT A RECORD DEPTH OF 6.0 M (19.7 FT)
 DU2361'RECESSED 8 CM BELOW GROUND LEVEL ENCASED IN A 12.7 CM (5 IN) DIA PVC
 DU2361'PIPE WITH NGS LOGO CAP SURROUNDED WITH CONCRETE.  THE CONCRETE AND
 DU2361'LOGO CAP ARE FLUSH WITH THE GROUND.  1994 TIES ARE ADEQUATE.  A WOOD
 DU2361'ELECTRIC UTILITY POLE WITHOUT TRANSFORMER OBSTRUCTS TO THE SOUTH.
 DU2361
 DU2361                          STATION RECOVERY (2006)
 DU2361
 DU2361'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0450 ***********************************************************************
 FS0450  DESIGNATION -  Q 53
 FS0450  PID         -  FS0450
 FS0450  STATE/COUNTY-  AZ/MOHAVE
 FS0450  USGS QUAD   -  GARNET MTN (1989)
 FS0450
 FS0450                         *CURRENT SURVEY CONTROL
 FS0450  ___________________________________________________________________
 FS0450* NAD 83(1986)-  35 48 25.     (N)    114 07 06.     (W)     SCALED    
 FS0450* NAVD 88     -       932.496  (meters)    3059.36   (feet)  POSTED    
 FS0450  ___________________________________________________________________
 FS0450  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FS0450  DYNAMIC HT  -         931.450 (meters)    3055.93  (feet)  COMP
 FS0450  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 FS0450
 FS0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0450
 FS0450.The horizontal coordinates were scaled from a topographic map and have
 FS0450.an estimated accuracy of +/- 6 seconds.
 FS0450
 FS0450.The orthometric height was determined by differential leveling
 FS0450.and adjusted by the  in 1992.
 FS0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0450.rate of 0.0 thru 1.0 mm/km.
 FS0450
 FS0450.The geoid height was determined by GEOID03.
 FS0450
 FS0450.The dynamic height is computed by dividing the NAVD 88
 FS0450.geopotential number by the normal gravity value computed on the
 FS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0450.degrees latitude (g = 980.6199 gals.).
 FS0450
 FS0450.The modeled gravity was interpolated from observed gravity values.
 FS0450
 FS0450;                    North         East    Units  Estimated Accuracy
 FS0450;SPC AZ W     -   533,170.      180,070.      MT  (+/- 180 meters Scaled)
 FS0450
 FS0450                          SUPERSEDED SURVEY CONTROL
 FS0450
 FS0450  NGVD 29 (??/??/92)  931.743  (m)         3056.89   (f) ADJ UNCH    1 1
 FS0450
 FS0450.Superseded values are not recommended for survey control.
 FS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0450.See file dsdata.txt to determine how the superseded data were derived.
 FS0450
 FS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV603663(NAD 83)
 FS0450_MARKER: DB = BENCH MARK DISK
 FS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0450_STAMPING: Q 53 1934
 FS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0450+STABILITY: SURFACE MOTION
 FS0450
 FS0450  HISTORY     - Date     Condition        Report By
 FS0450  HISTORY     - 1934     MONUMENTED       CGS
 FS0450  HISTORY     - 1950     GOOD             NGS
 FS0450  HISTORY     - 19870126 MARK NOT FOUND   USPSQD
 FS0450
 FS0450                          STATION DESCRIPTION
 FS0450
 FS0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0450'25.5 MI S FROM PIERCES FERRY.
 FS0450'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0450'RANGER STATION AT PIERCES FERRY, THENCE 12.1 MILES SOUTH ALONG A
 FS0450'DIRT ROAD, 65 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF AN
 FS0450'OLD ABANDONED ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FS0450'2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 FS0450'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 FS0450'ABOVE GROUND.
 FS0450
 FS0450                          STATION RECOVERY (1987)
 FS0450
 FS0450'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0108 ***********************************************************************
 GQ0108  DESIGNATION -  Q 54
 GQ0108  PID         -  GQ0108
 GQ0108  STATE/COUNTY-  AZ/MOHAVE
 GQ0108  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0108
 GQ0108                         *CURRENT SURVEY CONTROL
 GQ0108  ___________________________________________________________________
 GQ0108* NAD 83(1986)-  36 13 31.     (N)    113 52 36.     (W)     SCALED    
 GQ0108* NAVD 88     -       720.463  (meters)    2363.72   (feet)  POSTED    
 GQ0108  ___________________________________________________________________
 GQ0108  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 GQ0108  DYNAMIC HT  -         719.690 (meters)    2361.18  (feet)  COMP
 GQ0108  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 GQ0108
 GQ0108  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0108
 GQ0108.The horizontal coordinates were scaled from a topographic map and have
 GQ0108.an estimated accuracy of +/- 6 seconds.
 GQ0108
 GQ0108.The orthometric height was determined by differential leveling
 GQ0108.and adjusted by the  in 1992.
 GQ0108.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0108.rate of 0.0 thru 1.0 mm/km.
 GQ0108
 GQ0108.The geoid height was determined by GEOID03.
 GQ0108
 GQ0108.The dynamic height is computed by dividing the NAVD 88
 GQ0108.geopotential number by the normal gravity value computed on the
 GQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0108.degrees latitude (g = 980.6199 gals.).
 GQ0108
 GQ0108.The modeled gravity was interpolated from observed gravity values.
 GQ0108
 GQ0108;                    North         East    Units  Estimated Accuracy
 GQ0108;SPC AZ W     -   579,530.      201,970.      MT  (+/- 180 meters Scaled)
 GQ0108
 GQ0108                          SUPERSEDED SURVEY CONTROL
 GQ0108
 GQ0108  NGVD 29 (??/??/92)  719.745  (m)         2361.36   (f) ADJ UNCH    1 1
 GQ0108
 GQ0108.Superseded values are not recommended for survey control.
 GQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0108.See file dsdata.txt to determine how the superseded data were derived.
 GQ0108
 GQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF414127(NAD 83)
 GQ0108_MARKER: DB = BENCH MARK DISK
 GQ0108_SETTING: 80 = SET IN A BOULDER
 GQ0108_SP_SET: BOULDER
 GQ0108_STAMPING: Q 54 1934
 GQ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0108+STABILITY: SURFACE MOTION
 GQ0108
 GQ0108  HISTORY     - Date     Condition        Report By
 GQ0108  HISTORY     - 1934     MONUMENTED       CGS
 GQ0108  HISTORY     - 1950     GOOD             NGS
 GQ0108
 GQ0108                          STATION DESCRIPTION
 GQ0108
 GQ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0108'56.5 MI SE FROM RIVERSIDE, NV.
 GQ0108'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0108'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0108'THENCE 16.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0108'FERRY ROAD, IN THE TOP OF A BOULDER PROJECTING 0.6 FOOT ABOVE THE
 GQ0108'GROUND, ABOUT 44 YARDS SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET
 GQ0108'NORTH OF THE APPROAXIMATE CENTER OF A SMALL DRAW, 7 FEET SOUTH OF THE
 GQ0108'CENTER LINE OF A TRACK ROAD, AND 1 1/2 FEET NORTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0125 ***********************************************************************
 DV0125  DESIGNATION -  Q 56
 DV0125  PID         -  DV0125
 DV0125  STATE/COUNTY-  AZ/MARICOPA
 DV0125  USGS QUAD   -  UNION HILLS (1981)
 DV0125
 DV0125                         *CURRENT SURVEY CONTROL
 DV0125  ___________________________________________________________________
 DV0125* NAD 83(1992)-  33 43 37.78446(N)    112 07 09.61577(W)     ADJUSTED  
 DV0125* NAVD 88     -       449.06   (+/-2cm)    1473.3    (feet)  VERTCON   
 DV0125  ___________________________________________________________________
 DV0125  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DV0125  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV0125  HORZ ORDER  -  SECOND
 DV0125  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0125
 DV0125.The horizontal coordinates were established by classical geodetic methods
 DV0125.and adjusted by the National Geodetic Survey in August 1993.
 DV0125
 DV0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0125.The vertical order pertains to the NGVD 29 superseded value.
 DV0125
 DV0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0125
 DV0125.The geoid height was determined by GEOID03.
 DV0125
 DV0125;                    North         East     Units Scale Factor Converg.
 DV0125;SPC AZ C     -   302,412.188   194,578.492   MT  0.99990435   -0 06 45.1
 DV0125;SPC AZ C     -   992,165.97    638,380.88   iFT  0.99990435   -0 06 45.1
 DV0125;UTM  12      - 3,732,467.424   396,299.730   MT  0.99973257   -0 37 17.6
 DV0125
 DV0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0125!SPC AZ C     -   0.99993412  x   0.99990435  =   0.99983848
 DV0125!UTM  12      -   0.99993412  x   0.99973257  =   0.99966671
 DV0125
 DV0125                          SUPERSEDED SURVEY CONTROL
 DV0125
 DV0125  NAD 83(1986)-  33 43 37.77980(N)    112 07 09.62177(W) AD(       ) 2
 DV0125  NAD 27      -  33 43 37.64400(N)    112 07 07.06800(W) AD(       ) 2
 DV0125  NGVD 29 (??/??/92)  448.471  (m)         1471.36   (f) ADJ UNCH    1 2
 DV0125
 DV0125.Superseded values are not recommended for survey control.
 DV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0125.See file dsdata.txt to determine how the superseded data were derived.
 DV0125
 DV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9630032467(NAD 83)
 DV0125_MARKER: DB = BENCH MARK DISK
 DV0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0125_STAMPING: Q 56 1934
 DV0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0125+STABILITY: SURFACE MOTION
 DV0125
 DV0125  HISTORY     - Date     Condition        Report By
 DV0125  HISTORY     - 1947     MONUMENTED       CGS
 DV0125  HISTORY     - 1970     GOOD             NGS
 DV0125
 DV0125                          STATION DESCRIPTION
 DV0125
 DV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0125'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 DV0125'GLENDALE, GO SOUTHEAST ON U.S. HIGHWAYS 60, 70, AND 89 FOR 2.6
 DV0125'MILES TO THEIR JUNCTION WITH STATE HIGHWAY 69.  TURN LEFT
 DV0125'AND FOLLOW HIGHWAY 69 FOR 4.6 MILES TO THE ARIZONA CANAL.
 DV0125'CONTINUE ON HIGHWAY FOR 10.55 MILES TO A CROSSROAD.  CONTINUE
 DV0125'STRAIGHT AHEAD 0.15 MILE TO STATION SKUNK ON THE RIGHT.
 DV0125'
 DV0125'BENCH MARK Q56 IS A STANDARD USC AND GS DISK SET IN A CONCRETE
 DV0125'POST PROJECTING 5 INCHES.  IT IS 24.5 FEET EAST OF THE CENTER
 DV0125'LINE OF THE HIGHWAY AND 45 FEET SOUTH OF A SIDE ROAD.  IT IS
 DV0125'STAMPED Q 56 1934.
 DV0125
 DV0125                          STATION RECOVERY (1970)
 DV0125
 DV0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0125'12.6 MI S FROM NEW RIVER.
 DV0125'12.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0125'RIVER OR 0.2 MILE SOUTH OF THE HIGHWAY BRIDGE OVER SKUNK RIVER.  552
 DV0125'1/2 FEET NORTH-NORTHWEST OF TRIANGULATION STATION SKUNK, 45 FEET SOUTH
 DV0125'OF A GRAVELED ROAD, 25 1/2 FEET EAST OF THE CENTER OF AN OLD GRADED
 DV0125'ROAD 1 1/2 FEET EAST OF A WITNESS POST.  THE MARK IS SET IN THE TOP OF
 DV0125'A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES. IT IS
 DV0125'ABOUT 150 FEET EAST OF THE EAST FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0196 ***********************************************************************
 ET0196  DESIGNATION -  Q 57
 ET0196  PID         -  ET0196
 ET0196  STATE/COUNTY-  AZ/YAVAPAI
 ET0196  USGS QUAD   -  MAYER (1974)
 ET0196
 ET0196                         *CURRENT SURVEY CONTROL
 ET0196  ___________________________________________________________________
 ET0196* NAD 83(1986)-  34 22 30.     (N)    112 12 32.     (W)     SCALED    
 ET0196* NAVD 88     -      1329.22   (+/-2cm)    4360.9    (feet)  VERTCON   
 ET0196  ___________________________________________________________________
 ET0196  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 ET0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0196
 ET0196.The horizontal coordinates were scaled from a topographic map and have
 ET0196.an estimated accuracy of +/- 6 seconds.
 ET0196
 ET0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0196.The vertical order pertains to the NGVD 29 superseded value.
 ET0196
 ET0196.The geoid height was determined by GEOID03.
 ET0196
 ET0196;                    North         East    Units  Estimated Accuracy
 ET0196;SPC AZ C     -   374,290.      186,490.      MT  (+/- 180 meters Scaled)
 ET0196
 ET0196                          SUPERSEDED SURVEY CONTROL
 ET0196
 ET0196  NGVD 29 (??/??/92) 1328.459  (m)         4358.45   (f) ADJ UNCH    2 0
 ET0196
 ET0196.Superseded values are not recommended for survey control.
 ET0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0196.See file dsdata.txt to determine how the superseded data were derived.
 ET0196
 ET0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD888043(NAD 83)
 ET0196_MARKER: DB = BENCH MARK DISK
 ET0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0196_STAMPING: Q 57 1934
 ET0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0196+STABILITY: SURFACE MOTION
 ET0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0196+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0196
 ET0196  HISTORY     - Date     Condition        Report By
 ET0196  HISTORY     - 1934     MONUMENTED       CGS
 ET0196  HISTORY     - 1974     GOOD             USGS
 ET0196  HISTORY     - 20040821 GOOD             USPSQD
 ET0196  HISTORY     - 20060715 GOOD             GEOCAC
 ET0196  HISTORY     - 20080125 GOOD             GEOCAC
 ET0196
 ET0196                          STATION DESCRIPTION
 ET0196
 ET0196'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0196'2.7 MI SE FROM MAYER.
 ET0196'2.6 MILES SOUTHEAST ALONG THE COUNTY ROAD FROM THE POST OFFICE IN
 ET0196'MAYER, 52 YARDS SOUTH OF A FENCE CORNER, 44 FEET NORTH OF THE CENTER
 ET0196'LINE OF THE ROAD, 16 FEET WEST OF THE SOUTH CORNER OF A SMALL ROCKY
 ET0196'AREA, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0196'PROJECTING 0.7 FOOT ABOVE GROUND.
 ET0196
 ET0196                          STATION RECOVERY (2004)
 ET0196
 ET0196'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0196'MARK FOUND AS DESCRIBED.
 ET0196
 ET0196                          STATION RECOVERY (2006)
 ET0196
 ET0196'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0196'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0196'SEARCH BY PID.
 ET0196
 ET0196                          STATION RECOVERY (2008)
 ET0196
 ET0196'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0196'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0196'34 22 30.6 (N)   112 12 32.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0744 ***********************************************************************
 DU0744  DESIGNATION -  Q 58
 DU0744  PID         -  DU0744
 DU0744  STATE/COUNTY-  AZ/PINAL
 DU0744  USGS QUAD   -  GILA BUTTE (1981)
 DU0744
 DU0744                         *CURRENT SURVEY CONTROL
 DU0744  ___________________________________________________________________
 DU0744* NAD 83(1986)-  33 08 42.     (N)    111 45 45.     (W)     SCALED    
 DU0744* NAVD 88     -       386.57   (+/-2cm)    1268.3    (feet)  VERTCON   
 DU0744  ___________________________________________________________________
 DU0744  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0744
 DU0744.The horizontal coordinates were scaled from a topographic map and have
 DU0744.an estimated accuracy of +/- 6 seconds.
 DU0744
 DU0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0744.The vertical order pertains to the NGVD 29 superseded value.
 DU0744
 DU0744.The geoid height was determined by GEOID03.
 DU0744
 DU0744;                    North         East    Units  Estimated Accuracy
 DU0744;SPC AZ C     -   237,840.      227,740.      MT  (+/- 180 meters Scaled)
 DU0744
 DU0744                          SUPERSEDED SURVEY CONTROL
 DU0744
 DU0744  NGVD 29 (??/??/92)  386.087  (m)         1266.69   (f) ADJ UNCH    2 0
 DU0744
 DU0744.Superseded values are not recommended for survey control.
 DU0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0744.See file dsdata.txt to determine how the superseded data were derived.
 DU0744
 DU0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB288676(NAD 83)
 DU0744_MARKER: DB = BENCH MARK DISK
 DU0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0744_STAMPING: Q 58 1934
 DU0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0744+STABILITY: SURFACE MOTION
 DU0744
 DU0744  HISTORY     - Date     Condition        Report By
 DU0744  HISTORY     - 1934     MONUMENTED       CGS
 DU0744  HISTORY     - 1948     GOOD             NGS
 DU0744  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0744
 DU0744                          STATION DESCRIPTION
 DU0744
 DU0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0744'5.8 MI N FROM OLDBERG.
 DU0744'5.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLBERG,
 DU0744'PINAL COUNTY, 9 FEET NORTH OF MILEPOST 942, 44 FEET WEST OF THE
 DU0744'CENTERLINE OF THE TRACK, 9 FEET EAST OF A FENCE LINE, AND IN LINE WITH
 DU0744'A ROW OF POLES, SET IN THE TOP OF A CONCRETE POST.
 DU0744
 DU0744                          STATION RECOVERY (2006)
 DU0744
 DU0744'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0425 ***********************************************************************
 CZ0425  DESIGNATION -  Q 59
 CZ0425  PID         -  CZ0425
 CZ0425  STATE/COUNTY-  AZ/PINAL
 CZ0425  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ0425
 CZ0425                         *CURRENT SURVEY CONTROL
 CZ0425  ___________________________________________________________________
 CZ0425* NAD 83(1986)-  32 49 14.     (N)    111 12 07.     (W)     SCALED    
 CZ0425* NAVD 88     -       718.55   (+/-2cm)    2357.4    (feet)  VERTCON   
 CZ0425  ___________________________________________________________________
 CZ0425  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CZ0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0425
 CZ0425.The horizontal coordinates were scaled from a topographic map and have
 CZ0425.an estimated accuracy of +/- 6 seconds.
 CZ0425
 CZ0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0425.The vertical order pertains to the NGVD 29 superseded value.
 CZ0425
 CZ0425.The geoid height was determined by GEOID03.
 CZ0425
 CZ0425;                    North         East    Units  Estimated Accuracy
 CZ0425;SPC AZ C     -   202,080.      280,280.      MT  (+/- 180 meters Scaled)
 CZ0425
 CZ0425                          SUPERSEDED SURVEY CONTROL
 CZ0425
 CZ0425  NGVD 29 (??/??/92)  717.964  (m)         2355.52   (f) ADJ UNCH    2 0
 CZ0425
 CZ0425.Superseded values are not recommended for survey control.
 CZ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0425.See file dsdata.txt to determine how the superseded data were derived.
 CZ0425
 CZ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB810314(NAD 83)
 CZ0425_MARKER: DB = BENCH MARK DISK
 CZ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0425_STAMPING: Q 59 1934
 CZ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0425+STABILITY: SURFACE MOTION
 CZ0425
 CZ0425  HISTORY     - Date     Condition        Report By
 CZ0425  HISTORY     - 1934     MONUMENTED       CGS
 CZ0425  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0425
 CZ0425                          STATION DESCRIPTION
 CZ0425
 CZ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0425'18.3 MI S FROM FLORENCE.
 CZ0425'18.3 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0425'FLORENCE, 34 FEET SOUTHWEST OF A HIGHWAY SIGN DIP, AND 38 FEET WEST OF
 CZ0425'THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED Q 59 1934 AND
 CZ0425'SET IN THE TOP OF A CONCRETE POST.
 CZ0425
 CZ0425                          STATION RECOVERY (1965)
 CZ0425
 CZ0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0135 ***********************************************************************
 GP0135  DESIGNATION -  Q 6
 GP0135  PID         -  GP0135
 GP0135  STATE/COUNTY-  AZ/COCONINO
 GP0135  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0135
 GP0135                         *CURRENT SURVEY CONTROL
 GP0135  ___________________________________________________________________
 GP0135* NAD 83(1986)-  36 10 33.     (N)    111 23 41.     (W)     SCALED    
 GP0135* NAVD 88     -      1448.592  (meters)    4752.59   (feet)  POSTED    
 GP0135  ___________________________________________________________________
 GP0135  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0135  DYNAMIC HT  -        1446.810 (meters)    4746.74  (feet)  COMP
 GP0135  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 GP0135
 GP0135  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0135
 GP0135.The horizontal coordinates were scaled from a topographic map and have
 GP0135.an estimated accuracy of +/- 6 seconds.
 GP0135
 GP0135.The orthometric height was determined by differential leveling
 GP0135.and adjusted by the  in 1992.
 GP0135.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0135.rate of 1.1 thru 2.0 mm/km.
 GP0135
 GP0135.The geoid height was determined by GEOID03.
 GP0135
 GP0135.The dynamic height is computed by dividing the NAVD 88
 GP0135.geopotential number by the normal gravity value computed on the
 GP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0135.degrees latitude (g = 980.6199 gals.).
 GP0135
 GP0135.The modeled gravity was interpolated from observed gravity values.
 GP0135
 GP0135;                    North         East    Units  Estimated Accuracy
 GP0135;SPC AZ C     -   574,150.      260,310.      MT  (+/- 180 meters Scaled)
 GP0135
 GP0135                          SUPERSEDED SURVEY CONTROL
 GP0135
 GP0135  NGVD 29 (??/??/92) 1447.699  (m)         4749.66   (f) ADJ UNCH    1 2
 GP0135
 GP0135.Superseded values are not recommended for survey control.
 GP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0135.See file dsdata.txt to determine how the superseded data were derived.
 GP0135
 GP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF645035(NAD 83)
 GP0135_MARKER: DB = BENCH MARK DISK
 GP0135_SETTING: 66 = SET IN ROCK OUTCROP
 GP0135_SP_SET: WHITE ROCK
 GP0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0135+STABILITY: POSITION/ELEVATION WELL
 GP0135
 GP0135  HISTORY     - Date     Condition        Report By
 GP0135  HISTORY     - UNK      MONUMENTED       CGS
 GP0135  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0135
 GP0135                          STATION DESCRIPTION
 GP0135
 GP0135'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0135'20.9 MI N FROM CAMERON.
 GP0135'20.9 MILES NORTH ALONG THE 1921 ROUTE OF U.S. HIGHWAY 89 FROM THE
 GP0135'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 1 MILE
 GP0135'SOUTH OF THE WILLOW SPRINGS TANK, 100 FEET NORTH OF THE CROSSING OF A
 GP0135'WASH, 10 FEET EAST OF THE OLD ROAD, AND IN A WHITE ROCK.  A STANDARD
 GP0135'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0047 ***********************************************************************
 GQ0047  DESIGNATION -  Q 61
 GQ0047  PID         -  GQ0047
 GQ0047  STATE/COUNTY-  AZ/COCONINO
 GQ0047  USGS QUAD   -  GRAND CANYON (1988)
 GQ0047
 GQ0047                         *CURRENT SURVEY CONTROL
 GQ0047  ___________________________________________________________________
 GQ0047* NAD 83(2007)-  36 01 15.66881(N)    112 10 50.05828(W)     ADJUSTED  
 GQ0047* NAVD 88     -      1989.202  (meters)    6526.24   (feet)  POSTED    
 GQ0047  ___________________________________________________________________
 GQ0047  EPOCH DATE  -        2007.00
 GQ0047  X           -  -1,950,385.806 (meters)                     COMP
 GQ0047  Y           -  -4,783,910.862 (meters)                     COMP
 GQ0047  Z           -   3,731,234.643 (meters)                     COMP
 GQ0047  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 GQ0047  ELLIP HEIGHT-        1966.355 (meters)          (02/10/07) ADJUSTED
 GQ0047  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 GQ0047  DYNAMIC HT  -        1986.580 (meters)    6517.64  (feet)  COMP
 GQ0047
 GQ0047  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GQ0047  Type    PID    Designation                      North   East  Ellip
 GQ0047  -------------------------------------------------------------------
 GQ0047  NETWORK GQ0047 Q 61                              0.53   0.37   0.98
 GQ0047  -------------------------------------------------------------------
 GQ0047  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 GQ0047
 GQ0047  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0047
 GQ0047.The horizontal coordinates were established by GPS observations
 GQ0047.and adjusted by the National Geodetic Survey in February 2007.
 GQ0047
 GQ0047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0047.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0047.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0047.The epoch date for horizontal control is a decimal equivalence
 GQ0047.of Year/Month/Day.
 GQ0047
 GQ0047.The orthometric height was determined by differential leveling
 GQ0047.and adjusted by the  in 1992.
 GQ0047.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0047.rate of 0.0 thru 1.0 mm/km.
 GQ0047
 GQ0047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0047
 GQ0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0047
 GQ0047.The ellipsoidal height was determined by GPS observations
 GQ0047.and is referenced to NAD 83.
 GQ0047
 GQ0047.The geoid height was determined by GEOID03.
 GQ0047
 GQ0047.The dynamic height is computed by dividing the NAVD 88
 GQ0047.geopotential number by the normal gravity value computed on the
 GQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0047.degrees latitude (g = 980.6199 gals.).
 GQ0047
 GQ0047.The modeled gravity was interpolated from observed gravity values.
 GQ0047
 GQ0047;                    North         East     Units Scale Factor Converg.
 GQ0047;SPC AZ C     -   556,877.136   189,574.013   MT  0.99990697   -0 09 18.7
 GQ0047;SPC AZ C     - 1,827,024.72    621,961.98   iFT  0.99990697   -0 09 18.7
 GQ0047;UTM  12      - 3,986,924.336   393,623.776   MT  0.99973943   -0 41 39.6
 GQ0047
 GQ0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0047!SPC AZ C     -   0.99969148  x   0.99990697  =   0.99959848
 GQ0047!UTM  12      -   0.99969148  x   0.99973943  =   0.99943099
 GQ0047
 GQ0047                          SUPERSEDED SURVEY CONTROL
 GQ0047
 GQ0047  NAD 83(1992)-  36 01 15.66870(N)    112 10 50.05795(W) AD(       ) B
 GQ0047  ELLIP H (08/22/05) 1966.354  (m)                       GP(       ) 3 1
 GQ0047  NAVD 88 (08/22/05) 1989.33   (m)         6526.7    (f) LEVELING    3  
 GQ0047  NGVD 29 (??/??/92) 1988.272  (m)         6523.19   (f) ADJ UNCH    2 0
 GQ0047
 GQ0047.Superseded values are not recommended for survey control.
 GQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0047.See file dsdata.txt to determine how the superseded data were derived.
 GQ0047
 GQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9362486924(NAD 83)
 GQ0047_MARKER: DB = BENCH MARK DISK
 GQ0047_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0047_SP_SET: OUTCROP
 GQ0047_STAMPING: Q-61 1934
 GQ0047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0047+STABILITY: POSITION/ELEVATION WELL
 GQ0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0047+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GQ0047
 GQ0047  HISTORY     - Date     Condition        Report By
 GQ0047  HISTORY     - 1934     MONUMENTED       CGS
 GQ0047  HISTORY     - 20000715 GOOD             AZDT
 GQ0047  HISTORY     - 20050401 GOOD             AZDT
 GQ0047
 GQ0047                          STATION DESCRIPTION
 GQ0047
 GQ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0047'4.0 MI S FROM GRAND CANYON.
 GQ0047'4 MI SOUTH ON A.T.S.F. RY. FROM EL TOVAR HOTEL 3 POLES SOUTH OF MILE
 GQ0047'POLE 60, 15 FEET SOUTH OF THE MILE POLE, AND 33 FEET WEST OF THE
 GQ0047'CENTERLINE OF THE TRACK.  37 FEET EAST AND 55 FEET SOUTH OF AN ANGLE
 GQ0047'POINT IN THE GRAND CANYON NATL. PARK SOUTH BOUNDARY FENCE.  SET IN A
 GQ0047'LIMESTONE OUTCROP, 55 FEET SOUTH WEST OF A CATTLE GUARD.
 GQ0047
 GQ0047                          STATION RECOVERY (2000)
 GQ0047
 GQ0047'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 GQ0047'RECOVERED IN GOOD CONDITION.
 GQ0047
 GQ0047                          STATION RECOVERY (2005)
 GQ0047
 GQ0047'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2005
 GQ0047'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0371 ***********************************************************************
 FQ0371  DESIGNATION -  Q 62
 FQ0371  PID         -  FQ0371
 FQ0371  STATE/COUNTY-  AZ/COCONINO
 FQ0371  USGS QUAD   -  COCONINO POINT (1988)
 FQ0371
 FQ0371                         *CURRENT SURVEY CONTROL
 FQ0371  ___________________________________________________________________
 FQ0371* NAD 83(1986)-  35 55 28.     (N)    111 36 37.     (W)     SCALED    
 FQ0371* NAVD 88     -      1553.710  (meters)    5097.46   (feet)  POSTED    
 FQ0371  ___________________________________________________________________
 FQ0371  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FQ0371  DYNAMIC HT  -        1551.690 (meters)    5090.84  (feet)  COMP
 FQ0371  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 FQ0371
 FQ0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0371
 FQ0371.The horizontal coordinates were scaled from a topographic map and have
 FQ0371.an estimated accuracy of +/- 6 seconds.
 FQ0371
 FQ0371.The orthometric height was determined by differential leveling
 FQ0371.and adjusted by the  in 1992.
 FQ0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0371.rate of 0.0 thru 1.0 mm/km.
 FQ0371
 FQ0371.The geoid height was determined by GEOID03.
 FQ0371
 FQ0371.The dynamic height is computed by dividing the NAVD 88
 FQ0371.geopotential number by the normal gravity value computed on the
 FQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0371.degrees latitude (g = 980.6199 gals.).
 FQ0371
 FQ0371.The modeled gravity was interpolated from observed gravity values.
 FQ0371
 FQ0371;                    North         East    Units  Estimated Accuracy
 FQ0371;SPC AZ C     -   546,170.      241,010.      MT  (+/- 180 meters Scaled)
 FQ0371
 FQ0371                          SUPERSEDED SURVEY CONTROL
 FQ0371
 FQ0371  NGVD 29 (??/??/92) 1552.750  (m)         5094.31   (f) ADJ UNCH    2 0
 FQ0371
 FQ0371.Superseded values are not recommended for survey control.
 FQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0371.See file dsdata.txt to determine how the superseded data were derived.
 FQ0371
 FQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE449757(NAD 83)
 FQ0371_MARKER: DB = BENCH MARK DISK
 FQ0371_SETTING: 80 = SET IN A BOULDER
 FQ0371_SP_SET: BOULDER
 FQ0371_STAMPING: Q 62 1934
 FQ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0371+STABILITY: SURFACE MOTION
 FQ0371
 FQ0371  HISTORY     - Date     Condition        Report By
 FQ0371  HISTORY     - 1934     MONUMENTED       CGS
 FQ0371  HISTORY     - 19850319 GOOD             USGS
 FQ0371
 FQ0371                          STATION DESCRIPTION
 FQ0371
 FQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0371'14.4 MI W FROM CAMERON.
 FQ0371'ABOUT 14.4 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0371'COUNTY, ABOUT 100 YARDS SOUTHWEST OF A 3-FOOT GALVANIZED-IRON CULVERT,
 FQ0371'ABOUT 42 YARDS NORTHEAST OF A 4-FOOT GALVANIZED-IRON CULVERT, 55 FEET
 FQ0371'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A
 FQ0371'SANDSTONE BOULDER.  A STANDARD DISK, STAMPED Q 62 1934.
 FQ0371
 FQ0371                          STATION RECOVERY (1985)
 FQ0371
 FQ0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JMM)
 FQ0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0006 ***********************************************************************
 FQ0006  DESIGNATION -  Q 64
 FQ0006  PID         -  FQ0006
 FQ0006  STATE/COUNTY-  AZ/NAVAJO
 FQ0006  USGS QUAD   -  SUN ALTAR (1991)
 FQ0006
 FQ0006                         *CURRENT SURVEY CONTROL
 FQ0006  ___________________________________________________________________
 FQ0006* NAD 83(1986)-  35 50 29.     (N)    110 21 29.     (W)     SCALED    
 FQ0006* NAVD 88     -      1733.023  (meters)    5685.76   (feet)  ADJUSTED  
 FQ0006  ___________________________________________________________________
 FQ0006  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 FQ0006  DYNAMIC HT  -        1730.765 (meters)    5678.35  (feet)  COMP
 FQ0006  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 FQ0006
 FQ0006  VERT ORDER  -  SECOND    CLASS 0
 FQ0006
 FQ0006.The horizontal coordinates were scaled from a topographic map and have
 FQ0006.an estimated accuracy of +/- 6 seconds.
 FQ0006
 FQ0006.The orthometric height was determined by differential leveling
 FQ0006.and adjusted in June 1991.
 FQ0006
 FQ0006.The geoid height was determined by GEOID03.
 FQ0006
 FQ0006.The dynamic height is computed by dividing the NAVD 88
 FQ0006.geopotential number by the normal gravity value computed on the
 FQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0006.degrees latitude (g = 980.6199 gals.).
 FQ0006
 FQ0006.The modeled gravity was interpolated from observed gravity values.
 FQ0006
 FQ0006;                    North         East    Units  Estimated Accuracy
 FQ0006;SPC AZ E     -   536,930.      196,070.      MT  (+/- 180 meters Scaled)
 FQ0006
 FQ0006                          SUPERSEDED SURVEY CONTROL
 FQ0006
 FQ0006  NGVD 29 (??/??/92) 1732.133  (m)         5682.84   (f) ADJ UNCH    2 0
 FQ0006
 FQ0006.Superseded values are not recommended for survey control.
 FQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0006.See file dsdata.txt to determine how the superseded data were derived.
 FQ0006
 FQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE579665(NAD 83)
 FQ0006_MARKER: DB = BENCH MARK DISK
 FQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0006_STAMPING: Q 64 1934
 FQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0006+STABILITY: SURFACE MOTION
 FQ0006
 FQ0006  HISTORY     - Date     Condition        Report By
 FQ0006  HISTORY     - 1934     MONUMENTED       CGS
 FQ0006  HISTORY     - 1965     POOR             USGS
 FQ0006
 FQ0006                          STATION DESCRIPTION
 FQ0006
 FQ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0006'10.8 MI W FROM KEAMS CANYON.
 FQ0006'10.8 MILES WEST ALONG THE ORAIBI ROAD FROM KEAMS CANYON, NAVAJO
 FQ0006'COUNTY, 0.4 MILE EAST OF A 135-FOOT WOODEN BRIDGE ACROSS A WET WASH,
 FQ0006'125 FEET SOUTH OF THE RACETRACK AND FAIRGROUNDS, 45 FEET NORTH OF A
 FQ0006'ROW OF TELEPHONE POLES, AND 42 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0006'ROAD.  A STANDARD DISK, STAMPED Q 64 1934 AND SET IN THE TOP OF A
 FQ0006'CONCRETE POST.  NOTE-- THIS MARK HAS BEEN DISTURBED AND IS LEANING
 FQ0006'ABOUT 20 DEGREES.
 FQ0006
 FQ0006                          STATION RECOVERY (1965)
 FQ0006
 FQ0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0006'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0218 ***********************************************************************
 ES0218  DESIGNATION -  Q 65
 ES0218  PID         -  ES0218
 ES0218  STATE/COUNTY-  AZ/NAVAJO
 ES0218  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0218
 ES0218                         *CURRENT SURVEY CONTROL
 ES0218  ___________________________________________________________________
 ES0218* NAD 83(1986)-  34 20 12.     (N)    110 43 59.     (W)     SCALED    
 ES0218* NAVD 88     -      2264.185  (meters)    7428.41   (feet)  ADJUSTED  
 ES0218  ___________________________________________________________________
 ES0218  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0218  DYNAMIC HT  -        2260.749 (meters)    7417.14  (feet)  COMP
 ES0218  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 ES0218
 ES0218  VERT ORDER  -  SECOND    CLASS 0
 ES0218
 ES0218.The horizontal coordinates were scaled from a topographic map and have
 ES0218.an estimated accuracy of +/- 6 seconds.
 ES0218
 ES0218.The orthometric height was determined by differential leveling
 ES0218.and adjusted in June 1991.
 ES0218
 ES0218.The geoid height was determined by GEOID03.
 ES0218
 ES0218.The dynamic height is computed by dividing the NAVD 88
 ES0218.geopotential number by the normal gravity value computed on the
 ES0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0218.degrees latitude (g = 980.6199 gals.).
 ES0218
 ES0218.The modeled gravity was interpolated from observed gravity values.
 ES0218
 ES0218;                    North         East    Units  Estimated Accuracy
 ES0218;SPC AZ E     -   370,140.      161,250.      MT  (+/- 180 meters Scaled)
 ES0218
 ES0218                          SUPERSEDED SURVEY CONTROL
 ES0218
 ES0218  NGVD 29 (??/??/92) 2263.150  (m)         7425.02   (f) ADJ UNCH    2 0
 ES0218
 ES0218.Superseded values are not recommended for survey control.
 ES0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0218.See file dsdata.txt to determine how the superseded data were derived.
 ES0218
 ES0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC245995(NAD 83)
 ES0218_MARKER: DB = BENCH MARK DISK
 ES0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0218_SP_SET: CONCRETE MASS
 ES0218_STAMPING: Q-65 1934
 ES0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0218
 ES0218  HISTORY     - Date     Condition        Report By
 ES0218  HISTORY     - 1934     MONUMENTED       CGS
 ES0218
 ES0218                          STATION DESCRIPTION
 ES0218
 ES0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0218'11.8 MI SW FROM HEBER.
 ES0218'ON GLOBE-HOLBROOK
 ES0218'ROAD, 500 FT. WEST OF BROOKBANK TRUCK TRAIL, 135 FT. NORTH OF CENTER
 ES0218'LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0550 ***********************************************************************
 DU0550  DESIGNATION -  Q 68
 DU0550  PID         -  DU0550
 DU0550  STATE/COUNTY-  AZ/PINAL
 DU0550  USGS QUAD   -  FLORENCE (1981)
 DU0550
 DU0550                         *CURRENT SURVEY CONTROL
 DU0550  ___________________________________________________________________
 DU0550* NAD 83(1986)-  33 04 24.     (N)    111 26 37.     (W)     SCALED    
 DU0550* NAVD 88     -       464.934  (meters)    1525.37   (feet)  ADJUSTED  
 DU0550  ___________________________________________________________________
 DU0550  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0550  DYNAMIC HT  -         464.368 (meters)    1523.51  (feet)  COMP
 DU0550  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 DU0550  OBS GRAVITY -     979,405.3   (mgal)                       GRAV_OBS
 DU0550
 DU0550  VERT ORDER  -  FIRST     CLASS II
 DU0550
 DU0550.The horizontal coordinates were scaled from a topographic map and have
 DU0550.an estimated accuracy of +/- 6 seconds.
 DU0550
 DU0550.The orthometric height was determined by differential leveling
 DU0550.and adjusted in November 1993.
 DU0550
 DU0550.The geoid height was determined by GEOID03.
 DU0550
 DU0550.The dynamic height is computed by dividing the NAVD 88
 DU0550.geopotential number by the normal gravity value computed on the
 DU0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0550.degrees latitude (g = 980.6199 gals.).
 DU0550
 DU0550.The modeled gravity was interpolated from observed gravity values.
 DU0550.The observed gravity was obtained from relative gravimeter ties
 DU0550.to the IGSN71 gravity network.
 DU0550
 DU0550;                    North         East    Units  Estimated Accuracy
 DU0550;SPC AZ C     -   229,980.      257,530.      MT  (+/- 180 meters Scaled)
 DU0550
 DU0550                          SUPERSEDED SURVEY CONTROL
 DU0550
 DU0550  NGVD 29 (??/??/92)  464.349  (m)         1523.45   (f) ADJ UNCH    1 2
 DU0550
 DU0550.Superseded values are not recommended for survey control.
 DU0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0550.See file dsdata.txt to determine how the superseded data were derived.
 DU0550
 DU0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB585595(NAD 83)
 DU0550_MARKER: DB = BENCH MARK DISK
 DU0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0550_SP_SET: CONCRETE POST
 DU0550_STAMPING: Q 68 1934
 DU0550_MARK LOGO: CGS   
 DU0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0550+STABILITY: SURFACE MOTION
 DU0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0550+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1992
 DU0550
 DU0550  HISTORY     - Date     Condition        Report By
 DU0550  HISTORY     - 1934     MONUMENTED       CGS
 DU0550  HISTORY     - 1967     GOOD             NGS
 DU0550  HISTORY     - 19920110 GOOD             NGS
 DU0550  HISTORY     - 20071204 MARK NOT FOUND   GEOCAC
 DU0550
 DU0550                          STATION DESCRIPTION
 DU0550
 DU0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0550'6.6 MI NW FROM FLORENCE.
 DU0550'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0550'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0550'89 BUSINESS ROUTE, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 80-89,
 DU0550'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 4.0 MILES NORTHWEST
 DU0550'ALONG THE SOUTHERN PACIFIC RAILROAD, OR ABOUT 5.2 MILES SOUTHEAST
 DU0550'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION SIGN AT MAGMA, IN
 DU0550'S 20, T 4 S, R 9 E, 111 FEET SOUTHEAST OF MILEPOST NUMBER 955, 29 FEET
 DU0550'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 1.4 FEET SOUTHEAST OF A
 DU0550'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS,
 DU0550'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DU0550
 DU0550                          STATION RECOVERY (1992)
 DU0550
 DU0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0550'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0550'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0550'THENCE 4.9 KM (3.05 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 2.2 KM
 DU0550'(1.35 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 33.8 M
 DU0550'(110.9 FT) SOUTHEAST OF MILEPOST 955, 8.7 M (28.5 FT) SOUTHWEST OF
 DU0550'THE NEAR RAIL, 2.7 M (8.9 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER
 DU0550'OF A TRACK ROAD, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, AND THE
 DU0550'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DU0550
 DU0550                          STATION RECOVERY (2007)
 DU0550
 DU0550'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0550'THE DISKLESS MONUMENT WAS FOUND UPROOTED NEAR THE DESCRIBED AREA.
 DU0550'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0227 ***********************************************************************
 DT0227  DESIGNATION -  Q 69
 DT0227  PID         -  DT0227
 DT0227  STATE/COUNTY-  AZ/GREENLEE
 DT0227  USGS QUAD   -  BEAVERHEAD (1991)
 DT0227
 DT0227                         *CURRENT SURVEY CONTROL
 DT0227  ___________________________________________________________________
 DT0227* NAD 83(1986)-  33 41 00.     (N)    109 13 54.     (W)     SCALED    
 DT0227* NAVD 88     -      2494.995  (meters)    8185.66   (feet)  ADJUSTED  
 DT0227  ___________________________________________________________________
 DT0227  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DT0227  DYNAMIC HT  -        2490.868 (meters)    8172.12  (feet)  COMP
 DT0227  MODELED GRAV-     978,892.3   (mgal)                       NAVD 88
 DT0227
 DT0227  VERT ORDER  -  SECOND    CLASS 0
 DT0227
 DT0227.The horizontal coordinates were scaled from a topographic map and have
 DT0227.an estimated accuracy of +/- 6 seconds.
 DT0227
 DT0227.The orthometric height was determined by differential leveling
 DT0227.and adjusted in June 1991.
 DT0227.WARNING-Repeat measurements at this control monument indicate possible
 DT0227.vertical movement.
 DT0227
 DT0227.The geoid height was determined by GEOID03.
 DT0227
 DT0227.The dynamic height is computed by dividing the NAVD 88
 DT0227.geopotential number by the normal gravity value computed on the
 DT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0227.degrees latitude (g = 980.6199 gals.).
 DT0227
 DT0227.The modeled gravity was interpolated from observed gravity values.
 DT0227
 DT0227;                    North         East    Units  Estimated Accuracy
 DT0227;SPC AZ E     -   297,930.      300,050.      MT  (+/- 180 meters Scaled)
 DT0227
 DT0227                          SUPERSEDED SURVEY CONTROL
 DT0227
 DT0227  NGVD 29 (??/??/92) 2493.891  (m)         8182.04   (f) ADJ UNCH    2 0
 DT0227
 DT0227.Superseded values are not recommended for survey control.
 DT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0227.See file dsdata.txt to determine how the superseded data were derived.
 DT0227
 DT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC639284(NAD 83)
 DT0227_MARKER: DB = BENCH MARK DISK
 DT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0227_STAMPING: Q-69 1934
 DT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0227+STABILITY: SURFACE MOTION
 DT0227
 DT0227  HISTORY     - Date     Condition        Report By
 DT0227  HISTORY     - 1934     MONUMENTED       CGS
 DT0227
 DT0227                          STATION DESCRIPTION
 DT0227
 DT0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0227'17.1 MI S FROM ALPINE.
 DT0227'17.1 MI SOUTH ON STATE HWY NO.71.  ABOUT 7.0 MI NORTH OF HANNINGAN
 DT0227'MEADOWS, ABOUT 50 FEET SOUTH OF A CURVE IN THE HIGHWAY, AND 25 FEET
 DT0227'WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0239 ***********************************************************************
 GP0239  DESIGNATION -  Q 7
 GP0239  PID         -  GP0239
 GP0239  STATE/COUNTY-  AZ/COCONINO
 GP0239  USGS QUAD   -  FERRY SWALE (1985)
 GP0239
 GP0239                         *CURRENT SURVEY CONTROL
 GP0239  ___________________________________________________________________
 GP0239* NAD 83(1986)-  36 53 44.     (N)    111 31 23.     (W)     SCALED    
 GP0239* NAVD 88     -       960.766  (meters)    3152.11   (feet)  POSTED    
 GP0239  ___________________________________________________________________
 GP0239  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0239  DYNAMIC HT  -         959.670 (meters)    3148.52  (feet)  COMP
 GP0239  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 GP0239
 GP0239  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0239
 GP0239.The horizontal coordinates were scaled from a topographic map and have
 GP0239.an estimated accuracy of +/- 6 seconds.
 GP0239
 GP0239.The orthometric height was determined by differential leveling
 GP0239.and adjusted by the  in 1992.
 GP0239.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0239.rate of 0.0 thru 1.0 mm/km.
 GP0239
 GP0239.The geoid height was determined by GEOID03.
 GP0239
 GP0239.The dynamic height is computed by dividing the NAVD 88
 GP0239.geopotential number by the normal gravity value computed on the
 GP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0239.degrees latitude (g = 980.6199 gals.).
 GP0239
 GP0239.The modeled gravity was interpolated from observed gravity values.
 GP0239
 GP0239;                    North         East    Units  Estimated Accuracy
 GP0239;SPC AZ C     -   653,950.      248,440.      MT  (+/- 180 meters Scaled)
 GP0239
 GP0239                          SUPERSEDED SURVEY CONTROL
 GP0239
 GP0239  NGVD 29 (??/??/??)  959.85   (m)         3149.1    (f) RESET       3  
 GP0239
 GP0239.Superseded values are not recommended for survey control.
 GP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0239.See file dsdata.txt to determine how the superseded data were derived.
 GP0239
 GP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF533834(NAD 83)
 GP0239_MARKER: DB = BENCH MARK DISK
 GP0239_SETTING: 80 = SET IN A BOULDER
 GP0239_SP_SET: BOULDER
 GP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0239+STABILITY: SURFACE MOTION
 GP0239
 GP0239  HISTORY     - Date     Condition        Report By
 GP0239  HISTORY     - UNK      MONUMENTED       CGS
 GP0239  HISTORY     - 1958     GOOD             NGS
 GP0239
 GP0239                          STATION DESCRIPTION
 GP0239
 GP0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GP0239'12.5 MI NE FROM LEES FERRY.
 GP0239'12.5 MILES UPSTREAM ALONG COLORADO RIVER FROM LEES FERRY, COCONINO
 GP0239'COUNTY, ON THE RIGHT-HAND BANK OF THE RIVER LOOKING UPSTREAM, AND IN A
 GP0239'LARGE RED SANDSTONE BOULDER.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0140 ***********************************************************************
 FQ0140  DESIGNATION -  Q 70
 FQ0140  PID         -  FQ0140
 FQ0140  STATE/COUNTY-  AZ/NAVAJO
 FQ0140  USGS QUAD   -  MOWA'API (1991)
 FQ0140
 FQ0140                         *CURRENT SURVEY CONTROL
 FQ0140  ___________________________________________________________________
 FQ0140* NAD 83(1986)-  35 48 39.     (N)    110 40 14.     (W)     SCALED    
 FQ0140* NAVD 88     -      1681.457  (meters)    5516.58   (feet)  ADJUSTED  
 FQ0140  ___________________________________________________________________
 FQ0140  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 FQ0140  DYNAMIC HT  -        1679.305 (meters)    5509.52  (feet)  COMP
 FQ0140  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 FQ0140
 FQ0140  VERT ORDER  -  SECOND    CLASS 0
 FQ0140
 FQ0140.The horizontal coordinates were scaled from a topographic map and have
 FQ0140.an estimated accuracy of +/- 6 seconds.
 FQ0140
 FQ0140.The orthometric height was determined by differential leveling
 FQ0140.and adjusted in June 1991.
 FQ0140
 FQ0140.The geoid height was determined by GEOID03.
 FQ0140
 FQ0140.The dynamic height is computed by dividing the NAVD 88
 FQ0140.geopotential number by the normal gravity value computed on the
 FQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0140.degrees latitude (g = 980.6199 gals.).
 FQ0140
 FQ0140.The modeled gravity was interpolated from observed gravity values.
 FQ0140
 FQ0140;                    North         East    Units  Estimated Accuracy
 FQ0140;SPC AZ E     -   533,640.      167,820.      MT  (+/- 180 meters Scaled)
 FQ0140
 FQ0140                          SUPERSEDED SURVEY CONTROL
 FQ0140
 FQ0140  NGVD 29 (??/??/92) 1680.605  (m)         5513.78   (f) ADJ UNCH    2 0
 FQ0140
 FQ0140.Superseded values are not recommended for survey control.
 FQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0140.See file dsdata.txt to determine how the superseded data were derived.
 FQ0140
 FQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE297630(NAD 83)
 FQ0140_MARKER: DB = BENCH MARK DISK
 FQ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0140_STAMPING: Q 70 1934
 FQ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0140+STABILITY: SURFACE MOTION
 FQ0140
 FQ0140  HISTORY     - Date     Condition        Report By
 FQ0140  HISTORY     - 1934     MONUMENTED       CGS
 FQ0140  HISTORY     - 1965     GOOD             NGS
 FQ0140  HISTORY     - 19860509 GOOD             USGS
 FQ0140
 FQ0140                          STATION DESCRIPTION
 FQ0140
 FQ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0140'5.5 MI S FROM ORAIBI.
 FQ0140'ABOUT 5.5 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0140'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.2 MILE NORTH OF A BRIDGE OVER
 FQ0140'A WASH, ABOUT 780 FEET WEST OF AN INDIAN HOGAN WITH A FENCE ALONG THE
 FQ0140'WEST SIDE, 172 FEET EAST OF A FENCE AROUND A PLOT OF GROUND, AND 66
 FQ0140'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FQ0140'Q 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0140
 FQ0140                          STATION RECOVERY (1965)
 FQ0140
 FQ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0140'RECOVERED IN GOOD CONDITION.
 FQ0140
 FQ0140                          STATION RECOVERY (1986)
 FQ0140
 FQ0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLH)
 FQ0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0088 ***********************************************************************
 FQ0088  DESIGNATION -  Q 71
 FQ0088  PID         -  FQ0088
 FQ0088  STATE/COUNTY-  AZ/COCONINO
 FQ0088  USGS QUAD   -  TUCKER MESA NW (1968)
 FQ0088
 FQ0088                         *CURRENT SURVEY CONTROL
 FQ0088  ___________________________________________________________________
 FQ0088* NAD 83(1986)-  35 14 55.     (N)    110 57 38.     (W)     SCALED    
 FQ0088* NAVD 88     -      1446.444  (meters)    4745.54   (feet)  ADJUSTED  
 FQ0088  ___________________________________________________________________
 FQ0088  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 FQ0088  DYNAMIC HT  -        1444.571 (meters)    4739.40  (feet)  COMP
 FQ0088  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 FQ0088
 FQ0088  VERT ORDER  -  SECOND    CLASS 0
 FQ0088
 FQ0088.The horizontal coordinates were scaled from a topographic map and have
 FQ0088.an estimated accuracy of +/- 6 seconds.
 FQ0088
 FQ0088.The orthometric height was determined by differential leveling
 FQ0088.and adjusted in June 1991.
 FQ0088
 FQ0088.The geoid height was determined by GEOID03.
 FQ0088
 FQ0088.The dynamic height is computed by dividing the NAVD 88
 FQ0088.geopotential number by the normal gravity value computed on the
 FQ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0088.degrees latitude (g = 980.6199 gals.).
 FQ0088
 FQ0088.The modeled gravity was interpolated from observed gravity values.
 FQ0088
 FQ0088;                    North         East    Units  Estimated Accuracy
 FQ0088;SPC AZ C     -   471,570.      300,370.      MT  (+/- 180 meters Scaled)
 FQ0088
 FQ0088                          SUPERSEDED SURVEY CONTROL
 FQ0088
 FQ0088  NGVD 29 (??/??/92) 1445.691  (m)         4743.07   (f) ADJ UNCH    2 0
 FQ0088
 FQ0088.Superseded values are not recommended for survey control.
 FQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0088.See file dsdata.txt to determine how the superseded data were derived.
 FQ0088
 FQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE035006(NAD 83)
 FQ0088_MARKER: DB = BENCH MARK DISK
 FQ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0088_STAMPING: Q 71 1934
 FQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0088+STABILITY: SURFACE MOTION
 FQ0088
 FQ0088  HISTORY     - Date     Condition        Report By
 FQ0088  HISTORY     - 1934     MONUMENTED       CGS
 FQ0088
 FQ0088                          STATION DESCRIPTION
 FQ0088
 FQ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0088'2.2 MI SW FROM LEUPP.
 FQ0088'2.2 MILES SOUTHEAST ALONG THE HIGHWAY TO WINSLOW FROM LEUPP, COCONINO
 FQ0088'COUNTY, ABOUT 0.2 MILE SOUTHEAST OF A ROAD LEADING SOUTHWEST TO
 FQ0088'FLAGSTAFF, AT THE SOUTHWEST EDGE OF A GOLF COURSE, 86 FEET NORTHEAST
 FQ0088'OF THE CENTER LINE OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF A POLE. A
 FQ0088'STANDARD DISK, STAMPED Q 71 1934 AND SET IN THE TOP OF A CONCRETE
 FQ0088'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0017 ***********************************************************************
 FQ0017  DESIGNATION -  Q 72
 FQ0017  PID         -  FQ0017
 FQ0017  STATE/COUNTY-  AZ/NAVAJO
 FQ0017  USGS QUAD   -  LAMB WELL (1991)
 FQ0017
 FQ0017                         *CURRENT SURVEY CONTROL
 FQ0017  ___________________________________________________________________
 FQ0017* NAD 83(1992)-  35 50 39.16327(N)    110 05 33.15327(W)     ADJUSTED  
 FQ0017* NAVD 88     -      2076.958  (meters)    6814.15   (feet)  ADJUSTED  
 FQ0017  ___________________________________________________________________
 FQ0017  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FQ0017  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FQ0017  DYNAMIC HT  -        2074.146 (meters)    6804.93  (feet)  COMP
 FQ0017  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 FQ0017
 FQ0017  HORZ ORDER  -  SECOND
 FQ0017  VERT ORDER  -  SECOND    CLASS 0
 FQ0017
 FQ0017.The horizontal coordinates were established by classical geodetic methods
 FQ0017.and adjusted by the National Geodetic Survey in August 1993.
 FQ0017
 FQ0017.The orthometric height was determined by differential leveling
 FQ0017.and adjusted in June 1991.
 FQ0017
 FQ0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0017
 FQ0017.The geoid height was determined by GEOID03.
 FQ0017
 FQ0017.The dynamic height is computed by dividing the NAVD 88
 FQ0017.geopotential number by the normal gravity value computed on the
 FQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0017.degrees latitude (g = 980.6199 gals.).
 FQ0017
 FQ0017.The modeled gravity was interpolated from observed gravity values.
 FQ0017
 FQ0017;                    North         East     Units Scale Factor Converg.
 FQ0017;SPC AZ E     -   537,231.301   220,055.752   MT  0.99990055   +0 02 36.3
 FQ0017;SPC AZ E     - 1,762,569.89    721,967.69   iFT  0.99990055   +0 02 36.3
 FQ0017;UTM  12      - 3,967,049.550   581,948.622   MT  0.99968275   +0 31 53.1
 FQ0017
 FQ0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0017!SPC AZ E     -   0.99967745  x   0.99990055  =   0.99957803
 FQ0017!UTM  12      -   0.99967745  x   0.99968275  =   0.99936030
 FQ0017
 FQ0017                          SUPERSEDED SURVEY CONTROL
 FQ0017
 FQ0017  NAD 83(1986)-  35 50 39.16587(N)    110 05 33.15253(W) AD(       ) 2
 FQ0017  NAD 27      -  35 50 39.14200(N)    110 05 30.72000(W) AD(       ) 2
 FQ0017  NGVD 29 (??/??/92) 2075.975  (m)         6810.93   (f) ADJ UNCH    2 0
 FQ0017
 FQ0017.Superseded values are not recommended for survey control.
 FQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0017.See file dsdata.txt to determine how the superseded data were derived.
 FQ0017
 FQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8194967050(NAD 83)
 FQ0017_MARKER: DB = BENCH MARK DISK
 FQ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0017_STAMPING: Q 72 1934
 FQ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0017+STABILITY: SURFACE MOTION
 FQ0017
 FQ0017  HISTORY     - Date     Condition        Report By
 FQ0017  HISTORY     - 1951     MONUMENTED       CGS
 FQ0017  HISTORY     - 1955     GOOD             NGS
 FQ0017  HISTORY     - 19860206 GOOD             USGS
 FQ0017
 FQ0017                          STATION DESCRIPTION
 FQ0017
 FQ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FQ0017'STATION MARK, IS 24
 FQ0017'FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF
 FQ0017'THE CENTER LINE OF THE ROAD INTERSECTION, AND ABOUT 2-1/2 FEET
 FQ0017'LOWER THAN THE STATION.  IT IS A STANDARD BENCH MARK DISK SET
 FQ0017'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0017'11 INCHES.  THE DISK IS STAMPED--Q 72 1934.
 FQ0017'
 FQ0017'TO REACH THE STATION FROM THE POST OFFICE IN KEAMS CANYON
 FQ0017'GO EASTERLY ON THE ROAD TOWARDS GANADO FOR 2.2 MILES TO A FORK.
 FQ0017'TAKE THE LEFT FORK AND GO 5.8 MILES TO THE STATION.
 FQ0017
 FQ0017                          STATION RECOVERY (1955)
 FQ0017
 FQ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0017'8.2 MI E FROM KEAMS CANYON.
 FQ0017'ABOUT 0.5 MILE EAST ALONG THE PAVED ROAD FROM THE POST OFFICE IN KEAMS
 FQ0017'CANYON, THENCE EAST AND NORTH ALONG A GRADED ROAD FOR 1.7 MILES TO A
 FQ0017'FORK, THENCE ALONG THE LEFT FORK FOR 5.8 MILES TO A FORK AND THE
 FQ0017'STATION ON THE LEFT.  THE MARK IS 19 FT. NORTHWEST OF A TRACK ROAD
 FQ0017'LEADING NORTHEAST AND 20 FEET NORTH OF THE OLD KEAMS CANYON - GANADO
 FQ0017'ROAD.
 FQ0017
 FQ0017                          STATION RECOVERY (1986)
 FQ0017
 FQ0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0268 ***********************************************************************
 CY0268  DESIGNATION -  Q 73
 CY0268  PID         -  CY0268
 CY0268  STATE/COUNTY-  AZ/GREENLEE
 CY0268  USGS QUAD   -  SHELDON (1986)
 CY0268
 CY0268                         *CURRENT SURVEY CONTROL
 CY0268  ___________________________________________________________________
 CY0268* NAD 83(1986)-  32 46 37.     (N)    109 10 22.     (W)     SCALED    
 CY0268* NAVD 88     -      1096.33   (+/-2cm)    3596.9    (feet)  VERTCON   
 CY0268  ___________________________________________________________________
 CY0268  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CY0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0268
 CY0268.The horizontal coordinates were scaled from a topographic map and have
 CY0268.an estimated accuracy of +/- 6 seconds.
 CY0268
 CY0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0268.The vertical order pertains to the NGVD 29 superseded value.
 CY0268
 CY0268.The geoid height was determined by GEOID03.
 CY0268
 CY0268;                    North         East    Units  Estimated Accuracy
 CY0268;SPC AZ E     -   197,450.      306,470.      MT  (+/- 180 meters Scaled)
 CY0268
 CY0268                          SUPERSEDED SURVEY CONTROL
 CY0268
 CY0268  NGVD 29 (??/??/92) 1095.649  (m)         3594.64   (f) ADJ UNCH    2 0
 CY0268
 CY0268.Superseded values are not recommended for survey control.
 CY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0268.See file dsdata.txt to determine how the superseded data were derived.
 CY0268
 CY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB711280(NAD 83)
 CY0268_MARKER: DB = BENCH MARK DISK
 CY0268_SETTING: 80 = SET IN A BOULDER
 CY0268_SP_SET: BOULDER
 CY0268_STAMPING: Q-73 1934
 CY0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0268+STABILITY: SURFACE MOTION
 CY0268
 CY0268  HISTORY     - Date     Condition        Report By
 CY0268  HISTORY     - 1934     MONUMENTED       CGS
 CY0268
 CY0268                          STATION DESCRIPTION
 CY0268
 CY0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0268'2.5 MI SE FROM SHELDON.
 CY0268'2.5 MI. S.E. ALONG A. AND N.M. RY.  AT THE MOUTH OF A SMALL CANYON,
 CY0268'ABOUT 200 YDS. S.W. OF A LARGE COTTONWOOD TREE, 2 1/2 POLES N. OF MI.
 CY0268'POLE 1190, 20 FT. W. OF THE CENTER LINE OF THE TRACK, AND SET IN THE
 CY0268'TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0335 ***********************************************************************
 DT0335  DESIGNATION -  Q 74
 DT0335  PID         -  DT0335
 DT0335  STATE/COUNTY-  AZ/GREENLEE
 DT0335  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0335
 DT0335                         *CURRENT SURVEY CONTROL
 DT0335  ___________________________________________________________________
 DT0335* NAD 83(1986)-  33 15 34.     (N)    109 22 13.     (W)     SCALED    
 DT0335* NAVD 88     -      1957.482  (meters)    6422.17   (feet)  ADJUSTED  
 DT0335  ___________________________________________________________________
 DT0335  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DT0335  DYNAMIC HT  -        1954.460 (meters)    6412.26  (feet)  COMP
 DT0335  MODELED GRAV-     979,022.8   (mgal)                       NAVD 88
 DT0335
 DT0335  VERT ORDER  -  SECOND    CLASS 0
 DT0335
 DT0335.The horizontal coordinates were scaled from a topographic map and have
 DT0335.an estimated accuracy of +/- 6 seconds.
 DT0335
 DT0335.The orthometric height was determined by differential leveling
 DT0335.and adjusted in June 1991.
 DT0335
 DT0335.The geoid height was determined by GEOID03.
 DT0335
 DT0335.The dynamic height is computed by dividing the NAVD 88
 DT0335.geopotential number by the normal gravity value computed on the
 DT0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0335.degrees latitude (g = 980.6199 gals.).
 DT0335
 DT0335.The modeled gravity was interpolated from observed gravity values.
 DT0335
 DT0335;                    North         East    Units  Estimated Accuracy
 DT0335;SPC AZ E     -   250,810.      287,560.      MT  (+/- 180 meters Scaled)
 DT0335
 DT0335                          SUPERSEDED SURVEY CONTROL
 DT0335
 DT0335  NGVD 29 (??/??/92) 1956.600  (m)         6419.28   (f) ADJ UNCH    2 0
 DT0335
 DT0335.Superseded values are not recommended for survey control.
 DT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0335.See file dsdata.txt to determine how the superseded data were derived.
 DT0335
 DT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB518812(NAD 83)
 DT0335_MARKER: DB = BENCH MARK DISK
 DT0335_SETTING: 66 = SET IN ROCK OUTCROP
 DT0335_SP_SET: OUTCROP
 DT0335_STAMPING: Q-74 1934
 DT0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0335+STABILITY: POSITION/ELEVATION WELL
 DT0335
 DT0335  HISTORY     - Date     Condition        Report By
 DT0335  HISTORY     - 1934     MONUMENTED       CGS
 DT0335  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0335
 DT0335                          STATION DESCRIPTION
 DT0335
 DT0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0335'23.2 MI N FROM CLIFTON.
 DT0335'23.2 MI NORTH ON STATE HWY NO.71, FROM P.O. ABOUT 0.5 MI SOUTH OF THE
 DT0335'EAGLE CREEK ROAD JUNCTION, IN THE MIDDLE OF A SADDLE, 68 FEET SOUTH OF
 DT0335'A LARGE JUNIPER TREE, AND 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DT0335'HIGHWAY.  SET IN MALPAIS OUTCROP ABOUT 5 FEET BELOW THE ROAD LEVEL.
 DT0335
 DT0335                          STATION RECOVERY (1967)
 DT0335
 DT0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0223 ***********************************************************************
 CG0223  DESIGNATION -  Q 76
 CG0223  PID         -  CG0223
 CG0223  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0223  USGS QUAD   -  NOGALES (1981)
 CG0223
 CG0223                         *CURRENT SURVEY CONTROL
 CG0223  ___________________________________________________________________
 CG0223* NAD 83(1986)-  31 21 36.     (N)    110 55 19.     (W)     SCALED    
 CG0223* NAVD 88     -      1168.37   (+/-2cm)    3833.2    (feet)  VERTCON   
 CG0223  ___________________________________________________________________
 CG0223  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CG0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0223
 CG0223.The horizontal coordinates were scaled from a topographic map and have
 CG0223.an estimated accuracy of +/- 6 seconds.
 CG0223
 CG0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0223.The vertical order pertains to the NGVD 29 superseded value.
 CG0223
 CG0223.The geoid height was determined by GEOID03.
 CG0223
 CG0223;                    North         East    Units  Estimated Accuracy
 CG0223;SPC AZ C     -    40,340.      307,990.      MT  (+/- 180 meters Scaled)
 CG0223
 CG0223                          SUPERSEDED SURVEY CONTROL
 CG0223
 CG0223  NGVD 29 (??/??/92) 1167.469  (m)         3830.27   (f) ADJ UNCH    2 0
 CG0223
 CG0223.Superseded values are not recommended for survey control.
 CG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0223.See file dsdata.txt to determine how the superseded data were derived.
 CG0223
 CG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV074695(NAD 83)
 CG0223_MARKER: DB = BENCH MARK DISK
 CG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0223_STAMPING: Q 76 1934
 CG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0223+STABILITY: SURFACE MOTION
 CG0223
 CG0223  HISTORY     - Date     Condition        Report By
 CG0223  HISTORY     - 1934     MONUMENTED       CGS
 CG0223  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0223
 CG0223                          STATION DESCRIPTION
 CG0223
 CG0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0223'2.5 MI NE FROM NOGALES.
 CG0223'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 CG0223'NOGALES, SANTA CRUZ COUNTY, 70 FEET NORTHWEST OF THE CENTERLINE OF THE
 CG0223'HIGHWAY, 55 FEET WEST OF A ROW OF POLES, 30 FEET NORTHWEST OF THE
 CG0223'CENTER OF A SMALL ARROYO, AND 1 FOOT SOUTHEAST OF A FENCE LINE.  A
 CG0223'STANDARD DISK, STAMPED Q 76 1934 AND SET IN THE TOP OF A CONCRETE
 CG0223'POST.
 CG0223
 CG0223                          STATION RECOVERY (1957)
 CG0223
 CG0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0155 ***********************************************************************
 CG0155  DESIGNATION -  Q 77
 CG0155  PID         -  CG0155
 CG0155  STATE/COUNTY-  AZ/COCHISE
 CG0155  USGS QUAD   -  HUACHUCA CITY (1982)
 CG0155
 CG0155                         *CURRENT SURVEY CONTROL
 CG0155  ___________________________________________________________________
 CG0155* NAD 83(1986)-  31 41 13.     (N)    110 15 32.     (W)     SCALED    
 CG0155* NAVD 88     -      1243.97   (+/-2cm)    4081.3    (feet)  VERTCON   
 CG0155  ___________________________________________________________________
 CG0155  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CG0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0155
 CG0155.The horizontal coordinates were scaled from a topographic map and have
 CG0155.an estimated accuracy of +/- 6 seconds.
 CG0155
 CG0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0155.The vertical order pertains to the NGVD 29 superseded value.
 CG0155
 CG0155.The geoid height was determined by GEOID03.
 CG0155
 CG0155;                    North         East    Units  Estimated Accuracy
 CG0155;SPC AZ E     -    76,160.      204,620.      MT  (+/- 180 meters Scaled)
 CG0155
 CG0155                          SUPERSEDED SURVEY CONTROL
 CG0155
 CG0155  NGVD 29 (??/??/92) 1243.156  (m)         4078.59   (f) ADJ UNCH    2 0
 CG0155
 CG0155.Superseded values are not recommended for survey control.
 CG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0155.See file dsdata.txt to determine how the superseded data were derived.
 CG0155
 CG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA702059(NAD 83)
 CG0155_MARKER: DB = BENCH MARK DISK
 CG0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0155_SP_SET: BRIDGE
 CG0155_STAMPING: Q 77 1934
 CG0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0155
 CG0155  HISTORY     - Date     Condition        Report By
 CG0155  HISTORY     - 1934     MONUMENTED       CGS
 CG0155  HISTORY     - 1935     GOOD             NGS
 CG0155
 CG0155                          STATION DESCRIPTION
 CG0155
 CG0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0155'5.4 MI W FROM FAIRBANK.
 CG0155'5.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FAIRBANK,
 CG0155'COCHISE COUNTY, 0.4 MILE EAST OF BROOKLINE, 250 FEET NORTHWEST OF A
 CG0155'ROW OF COTTONWOOD TREES, AT BRIDGE 1056.61, IN THE SOUTH END OF THE
 CG0155'WEST WING WALL, 6 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 3
 CG0155'FEET SOUTHWEST OF A FENCE LINE.  A STANDARD DISK, STAMPED Q 77 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0116 ***********************************************************************
 CG0116  DESIGNATION -  Q 78
 CG0116  PID         -  CG0116
 CG0116  STATE/COUNTY-  AZ/COCHISE
 CG0116  USGS QUAD   -  BENSON (1983)
 CG0116
 CG0116                         *CURRENT SURVEY CONTROL
 CG0116  ___________________________________________________________________
 CG0116* NAD 83(1986)-  31 57 36.     (N)    110 20 50.     (W)     SCALED    
 CG0116* NAVD 88     -      1240.689  (meters)    4070.49   (feet)  ADJUSTED  
 CG0116  ___________________________________________________________________
 CG0116  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0116  DYNAMIC HT  -        1238.820 (meters)    4064.36  (feet)  COMP
 CG0116  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 CG0116
 CG0116  VERT ORDER  -  FIRST     CLASS II
 CG0116
 CG0116.The horizontal coordinates were scaled from a topographic map and have
 CG0116.an estimated accuracy of +/- 6 seconds.
 CG0116
 CG0116.The orthometric height was determined by differential leveling
 CG0116.and adjusted in June 1991.
 CG0116
 CG0116.The geoid height was determined by GEOID03.
 CG0116
 CG0116.The dynamic height is computed by dividing the NAVD 88
 CG0116.geopotential number by the normal gravity value computed on the
 CG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0116.degrees latitude (g = 980.6199 gals.).
 CG0116
 CG0116.The modeled gravity was interpolated from observed gravity values.
 CG0116
 CG0116;                    North         East    Units  Estimated Accuracy
 CG0116;SPC AZ E     -   106,450.      196,290.      MT  (+/- 180 meters Scaled)
 CG0116
 CG0116                          SUPERSEDED SURVEY CONTROL
 CG0116
 CG0116  NGVD 29 (??/??/92) 1239.904  (m)         4067.92   (f) ADJ UNCH    1 2
 CG0116
 CG0116.Superseded values are not recommended for survey control.
 CG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0116.See file dsdata.txt to determine how the superseded data were derived.
 CG0116
 CG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA616361(NAD 83)
 CG0116_MARKER: DB = BENCH MARK DISK
 CG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0116_STAMPING: Q 78 1934
 CG0116_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0116+STABILITY: SURFACE MOTION
 CG0116
 CG0116  HISTORY     - Date     Condition        Report By
 CG0116  HISTORY     - 1934     MONUMENTED       CGS
 CG0116  HISTORY     - 1979     GOOD             NGS
 CG0116
 CG0116                          STATION DESCRIPTION
 CG0116
 CG0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0116'0.7 MI NW FROM WHETSTONE.
 CG0116'0.7 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0116'STATION AT WHETSTONE, COCHISE COUNTY, 200 FEET NORTHEAST OF MILEPOST
 CG0116'1028, 0.2 MILE EAST OF OVERPASS 1027.74, 75 FEET NORTH OF THE
 CG0116'CENTERLINE OF THE TRACK, AND 20 FEET SOUTH OF A FENCE.  A STANDARD
 CG0116'DISK, STAMPED Q 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CG0116
 CG0116                          STATION RECOVERY (1979)
 CG0116
 CG0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0116'0.7 MILE NORTHWEST ALONG THE ABANDONED SOUTHERN PACIFIC RAILROAD BED
 CG0116'FROM THE OLD WHETSTONE STATION SITE, 0.25 MILE SOUTHEAST ALONG THE
 CG0116'RAILROAD BED FROM THE SOUTHEAST FRONTAGE ROAD OF INTERSTATE 10, 75
 CG0116'FEET NORTHEAST OF THE CENTERLINE OF THE OLD TRACK BED AND 20 FEET
 CG0116'SOUTHWEST OF THE REMAINS OF THE NORTHEAST RAILROAD RIGHT-OF-WAY
 CG0116'FENCE.
 CG0116'THE MARK IS ABOVE LEVEL WITH RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0169 ***********************************************************************
 CF0169  DESIGNATION -  Q 79
 CF0169  PID         -  CF0169
 CF0169  STATE/COUNTY-  AZ/COCHISE
 CF0169  USGS QUAD   -  PEARCE (1985)
 CF0169
 CF0169                         *CURRENT SURVEY CONTROL
 CF0169  ___________________________________________________________________
 CF0169* NAD 83(1992)-  31 57 16.24420(N)    109 50 16.70949(W)     ADJUSTED  
 CF0169* NAVD 88     -      1305.00   (+/-2cm)    4281.5    (feet)  VERTCON   
 CF0169  ___________________________________________________________________
 CF0169  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CF0169  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CF0169  HORZ ORDER  -  THIRD
 CF0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0169
 CF0169.The horizontal coordinates were established by classical geodetic methods
 CF0169.and adjusted by the National Geodetic Survey in August 1993.
 CF0169
 CF0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0169.The vertical order pertains to the NGVD 29 superseded value.
 CF0169
 CF0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0169
 CF0169.The geoid height was determined by GEOID03.
 CF0169
 CF0169;                    North         East     Units Scale Factor Converg.
 CF0169;SPC AZ E     -   105,870.726   244,431.414   MT  0.99991190   +0 10 26.3
 CF0169;SPC AZ E     -   347,344.90    801,940.33   iFT  0.99991190   +0 10 26.3
 CF0169;UTM  12      - 3,535,983.163   609,816.976   MT  0.99974873   +0 36 54.2
 CF0169
 CF0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0169!SPC AZ E     -   0.99979941  x   0.99991190  =   0.99971132
 CF0169!UTM  12      -   0.99979941  x   0.99974873  =   0.99954819
 CF0169
 CF0169                          SUPERSEDED SURVEY CONTROL
 CF0169
 CF0169  NAD 83(1986)-  31 57 16.23834(N)    109 50 16.70427(W) AD(       ) 3
 CF0169  NGVD 29 (??/??/92) 1304.204  (m)         4278.88   (f) ADJ UNCH    2 0
 CF0169
 CF0169.Superseded values are not recommended for survey control.
 CF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0169.See file dsdata.txt to determine how the superseded data were derived.
 CF0169
 CF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA0981735983(NAD 83)
 CF0169_MARKER: DB = BENCH MARK DISK
 CF0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0169_STAMPING: Q 79 1934
 CF0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0169+STABILITY: SURFACE MOTION
 CF0169
 CF0169  HISTORY     - Date     Condition        Report By
 CF0169  HISTORY     - 1934     MONUMENTED       CGS
 CF0169  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0169
 CF0169                          STATION DESCRIPTION
 CF0169
 CF0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0169'3.7 MI N FROM PEARCE.
 CF0169'3.7 MILES NORTH ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0169'0.2 MILE NORTH OF A RANCH HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE
 CF0169'HIGHWAY, 2 FEET WEST OF A FENCE LINE, AND IN LINE WITH A ROW OF POLES.
 CF0169'A STANDARD DISK, STAMPED Q 79 1934 AND SET IN THE TOP OF A CONCRETE
 CF0169'POST.
 CF0169
 CF0169                          STATION RECOVERY (1980)
 CF0169
 CF0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0169'SEARCHED FOR BUT NOT RECOVERED, GRADING IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0117 ***********************************************************************
 DB0117  DESIGNATION -  Q 8
 DB0117  PID         -  DB0117
 DB0117  STATE/COUNTY-  AZ/YUMA
 DB0117  USGS QUAD   -  WELLTON MESA (1982)
 DB0117
 DB0117                         *CURRENT SURVEY CONTROL
 DB0117  ___________________________________________________________________
 DB0117* NAD 83(1986)-  32 40 17.     (N)    114 07 11.     (W)     SCALED    
 DB0117* NAVD 88     -        84.180  (meters)     276.18   (feet)  ADJUSTED  
 DB0117  ___________________________________________________________________
 DB0117  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DB0117  DYNAMIC HT  -          84.083 (meters)     275.86  (feet)  COMP
 DB0117  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 DB0117
 DB0117  VERT ORDER  -  FIRST     CLASS II
 DB0117
 DB0117.The horizontal coordinates were scaled from a topographic map and have
 DB0117.an estimated accuracy of +/- 6 seconds.
 DB0117
 DB0117.The orthometric height was determined by differential leveling
 DB0117.and adjusted in June 1991.
 DB0117
 DB0117.The geoid height was determined by GEOID03.
 DB0117
 DB0117.The dynamic height is computed by dividing the NAVD 88
 DB0117.geopotential number by the normal gravity value computed on the
 DB0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0117.degrees latitude (g = 980.6199 gals.).
 DB0117
 DB0117.The modeled gravity was interpolated from observed gravity values.
 DB0117
 DB0117;                    North         East    Units  Estimated Accuracy
 DB0117;SPC AZ W     -   185,380.      178,680.      MT  (+/- 180 meters Scaled)
 DB0117
 DB0117                          SUPERSEDED SURVEY CONTROL
 DB0117
 DB0117  NGVD 29 (??/??/??)   83.522  (m)          274.02   (f) ADJUSTED    1 2
 DB0117
 DB0117.Superseded values are not recommended for survey control.
 DB0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0117.See file dsdata.txt to determine how the superseded data were derived.
 DB0117
 DB0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS701185(NAD 83)
 DB0117_MARKER: DB = BENCH MARK DISK
 DB0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0117_STAMPING: Q 8 1927 273.966
 DB0117_MARK LOGO: CGS   
 DB0117_PROJECTION: PROJECTING 25 CENTIMETERS
 DB0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0117+STABILITY: SURFACE MOTION
 DB0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0117+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0117
 DB0117  HISTORY     - Date     Condition        Report By
 DB0117  HISTORY     - 1927     MONUMENTED       CGS
 DB0117  HISTORY     - 1962     GOOD             NGS
 DB0117  HISTORY     - 1968     GOOD             NGS
 DB0117  HISTORY     - 1981     GOOD             NGS
 DB0117  HISTORY     - 1981     GOOD             NGS
 DB0117  HISTORY     - 20090207 GOOD             GEOCAC
 DB0117
 DB0117                          STATION DESCRIPTION
 DB0117
 DB0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0117'1 MI E FROM WELLTON.
 DB0117'ABOUT 1.0 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0117'THE STATION AT WELLTON, 37 FEET NORTH OF MILEPOST NUMBER 771 ALONG
 DB0117'THE MAIN TRACK, 90 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 DB0117'MAIN TRACK OF THE SOUTHERN PACIFIC RAILROAD, 42 FEET SOUTHEAST
 DB0117'OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF A WOODEN WITNESS
 DB0117'POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE RAILS OF THE MAIN
 DB0117'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DB0117
 DB0117                          STATION RECOVERY (1968)
 DB0117
 DB0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DB0117'RECOVERED IN GOOD CONDITION.
 DB0117
 DB0117                          STATION RECOVERY (1981)
 DB0117
 DB0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0117'2.65 KM (1.65 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0117'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, SET IN
 DB0117'THE MIDDLE OF A Y JUNCTION ON THE SOUTHERN PACIFIC RAILROAD, AT
 DB0117'RAILROAD MILEPOLE 771, 27.4 M (90.0 FT) NORTH OF THE NORTH RAIL OF
 DB0117'THE TRACKS, 11.3 M (37.0 FT) NORTH OF THE MILEPOLE.
 DB0117'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DB0117'THE MARK IS 1.2 M BELOW THE TRACKS.
 DB0117
 DB0117                          STATION RECOVERY (1981)
 DB0117
 DB0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0117'2.65 KM (1.65 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0117'WELLTON, 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM THE HIGHWAY, SET IN
 DB0117'THE MIDDLE OF A Y JUNCTION ON THE SOUTHERN PACIFIC RAILROAD, AT
 DB0117'RAILROAD MILEPOLE 771, 27.4 M (90.0 FT) NORTH OF THE NORTH RAIL OF
 DB0117'THE TRACKS, 11.3 M (37.0 FT) NORTH OF THE MILEPOLE.
 DB0117'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DB0117'THE MARK IS 1.2 M BELOW THE TRACKS.
 DB0117
 DB0117                          STATION RECOVERY (2009)
 DB0117
 DB0117'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0117'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0117' 
 DB0117'OF N 32 40 17.5 W 114 07 12.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0165 ***********************************************************************
 CF0165  DESIGNATION -  Q 80
 CF0165  PID         -  CF0165
 CF0165  STATE/COUNTY-  AZ/COCHISE
 CF0165  USGS QUAD   -  DOUGLAS (1978)
 CF0165
 CF0165                         *CURRENT SURVEY CONTROL
 CF0165  ___________________________________________________________________
 CF0165* NAD 83(1986)-  31 22 03.     (N)    109 34 58.     (W)     SCALED    
 CF0165* NAVD 88     -      1206.683  (meters)    3958.93   (feet)  ADJUSTED  
 CF0165  ___________________________________________________________________
 CF0165  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CF0165  DYNAMIC HT  -        1204.797 (meters)    3952.74  (feet)  COMP
 CF0165  MODELED GRAV-     979,036.0   (mgal)                       NAVD 88
 CF0165
 CF0165  VERT ORDER  -  FIRST     CLASS II
 CF0165
 CF0165.The horizontal coordinates were scaled from a topographic map and have
 CF0165.an estimated accuracy of +/- 6 seconds.
 CF0165
 CF0165.The orthometric height was determined by differential leveling
 CF0165.and adjusted in June 1991.
 CF0165
 CF0165.The geoid height was determined by GEOID03.
 CF0165
 CF0165.The dynamic height is computed by dividing the NAVD 88
 CF0165.geopotential number by the normal gravity value computed on the
 CF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0165.degrees latitude (g = 980.6199 gals.).
 CF0165
 CF0165.The modeled gravity was interpolated from observed gravity values.
 CF0165
 CF0165;                    North         East    Units  Estimated Accuracy
 CF0165;SPC AZ E     -    40,890.      268,900.      MT  (+/- 180 meters Scaled)
 CF0165
 CF0165                          SUPERSEDED SURVEY CONTROL
 CF0165
 CF0165  NGVD 29 (??/??/92) 1205.912  (m)         3956.40   (f) ADJ UNCH    1 2
 CF0165
 CF0165.Superseded values are not recommended for survey control.
 CF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0165.See file dsdata.txt to determine how the superseded data were derived.
 CF0165
 CF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV347711(NAD 83)
 CF0165_MARKER: DB = BENCH MARK DISK
 CF0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0165_STAMPING: Q 80 1934
 CF0165_PROJECTION: PROJECTING 15 CENTIMETERS
 CF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0165+STABILITY: SURFACE MOTION
 CF0165
 CF0165  HISTORY     - Date     Condition        Report By
 CF0165  HISTORY     - 1934     MONUMENTED       CGS
 CF0165  HISTORY     - 1958     GOOD             NGS
 CF0165  HISTORY     - 1980     GOOD             NGS
 CF0165  HISTORY     - 19981001 GOOD             USPSQD
 CF0165
 CF0165                          STATION DESCRIPTION
 CF0165
 CF0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CF0165'2.4 MI NW FROM DOUGLAS.
 CF0165'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 666 FROM DOUGLAS, COCHISE
 CF0165'COUNTY, 1.0 MILE NORTH OF THE JUNCTION WITH U.S. HIGHWAY 80, 0.4 MILE
 CF0165'NORTH OF THE DOUGLAS CEMETERY, ABOUT 250 FEET WEST OF A SMALL ADOBE
 CF0165'HOUSE, AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CF0165'DISK, STAMPED Q 80 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CF0165'BM IS 134 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 CF0165'NORTH-AND-SOUTH ROAD AND A ROAD LEADING EAST, 51 FEET WEST OF THE
 CF0165'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 CF0165
 CF0165                          STATION RECOVERY (1980)
 CF0165
 CF0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0165'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0165'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, THENCE 1.8
 CF0165'KILOMETERS (1.1 MILES) NORTH ALONG U.S. HIGHWAY 666, 0.6
 CF0165'KILOMETER (0.4 MILE) NORTH OF THE DOUGLAS CEMETERY AND OAK
 CF0165'AVENUE, 0.2 KILOMETER (0.1 MILE) NORTH OF HIGHWAY MILEPOST
 CF0165'1, IN THE RIGHT-OF-WAY FENCELINE, 15.5 METERS (51 FEET) WEST
 CF0165'OF THE CENTERLINE OF THE HIGHWAY, 16.4 METERS (54 FEET) NORTH
 CF0165'OF THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST TO A HOUSE,
 CF0165'14.7 METERS (48.4 FEET) SOUTH OF POWER POLE NUMBER 6C15 WITH
 CF0165'A GUY WIRE.
 CF0165'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CF0165'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 CF0165
 CF0165                          STATION RECOVERY (1998)
 CF0165
 CF0165'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0144 ***********************************************************************
 CF0144  DESIGNATION -  Q 81
 CF0144  PID         -  CF0144
 CF0144  STATE/COUNTY-  AZ/COCHISE
 CF0144  USGS QUAD   -  DOUGLAS (1978)
 CF0144
 CF0144                         *CURRENT SURVEY CONTROL
 CF0144  ___________________________________________________________________
 CF0144* NAD 83(1986)-  31 20 39.     (N)    109 33 09.     (W)     SCALED    
 CF0144* NAVD 88     -      1214.943  (meters)    3986.03   (feet)  ADJUSTED  
 CF0144  ___________________________________________________________________
 CF0144  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0144  DYNAMIC HT  -        1213.046 (meters)    3979.80  (feet)  COMP
 CF0144  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 CF0144
 CF0144  VERT ORDER  -  FIRST     CLASS II
 CF0144
 CF0144.The horizontal coordinates were scaled from a topographic map and have
 CF0144.an estimated accuracy of +/- 6 seconds.
 CF0144
 CF0144.The orthometric height was determined by differential leveling
 CF0144.and adjusted in June 1991.
 CF0144
 CF0144.The geoid height was determined by GEOID03.
 CF0144
 CF0144.The dynamic height is computed by dividing the NAVD 88
 CF0144.geopotential number by the normal gravity value computed on the
 CF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0144.degrees latitude (g = 980.6199 gals.).
 CF0144
 CF0144.The modeled gravity was interpolated from observed gravity values.
 CF0144
 CF0144;                    North         East    Units  Estimated Accuracy
 CF0144;SPC AZ E     -    38,320.      271,800.      MT  (+/- 180 meters Scaled)
 CF0144
 CF0144                          SUPERSEDED SURVEY CONTROL
 CF0144
 CF0144  NGVD 29 (??/??/92) 1214.130  (m)         3983.36   (f) ADJ UNCH    1 2
 CF0144
 CF0144.Superseded values are not recommended for survey control.
 CF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0144.See file dsdata.txt to determine how the superseded data were derived.
 CF0144
 CF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV376686(NAD 83)
 CF0144_MARKER: DB = BENCH MARK DISK
 CF0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CF0144_STAMPING: Q 81 1934 3983.506
 CF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0144+STABILITY: SURFACE MOTION
 CF0144
 CF0144  HISTORY     - Date     Condition        Report By
 CF0144  HISTORY     - 1934     MONUMENTED       CGS
 CF0144  HISTORY     - 1973     GOOD             NGS
 CF0144  HISTORY     - 1980     GOOD             NGS
 CF0144  HISTORY     - 1980     GOOD             NGS
 CF0144  HISTORY     - 19981001 GOOD             USPSQD
 CF0144
 CF0144                          STATION DESCRIPTION
 CF0144
 CF0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0144'IN DOUGLAS.
 CF0144'AT DOUGLAS, COCHISE COUNTY, AT THE POST OFFICE, 28 FEET WEST OF THE
 CF0144'CENTERLINE OF THE MAIN ENTRANCE, IN THE TOP OF THE WEST BANISTER OF
 CF0144'THE ENTRANCE, AND 7 FEET SOUTH OF A LAMPPOST.  A STANDARD DISK STAMPED
 CF0144'Q 81 1934 3983.506 IN FEBRUARY 1943.
 CF0144
 CF0144                          STATION RECOVERY (1973)
 CF0144
 CF0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CF0144'RECOVERED IN GOOD CONDITION.
 CF0144
 CF0144                          STATION RECOVERY (1980)
 CF0144
 CF0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0144'RECOVERED IN GOOD CONDITION.
 CF0144
 CF0144                          STATION RECOVERY (1980)
 CF0144
 CF0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0144'RECOVERED IN GOOD CONDITION.
 CF0144
 CF0144                          STATION RECOVERY (1998)
 CF0144
 CF0144'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0087 ***********************************************************************
 CF0087  DESIGNATION -  Q 82
 CF0087  PID         -  CF0087
 CF0087  STATE/COUNTY-  AZ/COCHISE
 CF0087  USGS QUAD   -  RODEO (1987)
 CF0087
 CF0087                         *CURRENT SURVEY CONTROL
 CF0087  ___________________________________________________________________
 CF0087* NAD 83(1986)-  31 48 39.     (N)    109 02 56.     (W)     SCALED    
 CF0087* NAVD 88     -      1266.56   (+/-2cm)    4155.4    (feet)  VERTCON   
 CF0087  ___________________________________________________________________
 CF0087  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CF0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0087
 CF0087.The horizontal coordinates were scaled from a topographic map and have
 CF0087.an estimated accuracy of +/- 6 seconds.
 CF0087
 CF0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0087.The vertical order pertains to the NGVD 29 superseded value.
 CF0087
 CF0087.The geoid height was determined by GEOID03.
 CF0087
 CF0087;                    North         East    Units  Estimated Accuracy
 CF0087;SPC AZ E     -    90,440.      319,190.      MT  (+/- 180 meters Scaled)
 CF0087
 CF0087                          SUPERSEDED SURVEY CONTROL
 CF0087
 CF0087  NGVD 29 (??/??/92) 1265.712  (m)         4152.59   (f) ADJ UNCH    2 0
 CF0087
 CF0087.Superseded values are not recommended for survey control.
 CF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0087.See file dsdata.txt to determine how the superseded data were derived.
 CF0087
 CF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA846211(NAD 83)
 CF0087_MARKER: DB = BENCH MARK DISK
 CF0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0087_STAMPING: Q-82 1934
 CF0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0087+STABILITY: SURFACE MOTION
 CF0087
 CF0087  HISTORY     - Date     Condition        Report By
 CF0087  HISTORY     - 1934     MONUMENTED       CGS
 CF0087  HISTORY     - 1935     GOOD             NGS
 CF0087
 CF0087                          STATION DESCRIPTION
 CF0087
 CF0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0087'2.1 MI SW FROM RODEO.
 CF0087'2.1 MI. S W. OF DEPOT ALONG THE S.P.R.R., 12. FT. S. W. OF THE NEW
 CF0087'MEXICO AND ARIZONA STATE BOUNDRY.  40 FT. S. E. OF THE CENTER LINE OF
 CF0087'THE TRACK.  90 FT N. W. OF THE CENTER LINE OF U.S. HWY NO. 80.  9 FT
 CF0087'S. W. OF A TELEPHONE POLE.  35 FT. S. W. OF THE CENTER LINE OF ROAD TO
 CF0087'SIERRA LINA GUEST RANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0117 ***********************************************************************
 DA0117  DESIGNATION -  Q 83
 DA0117  PID         -  DA0117
 DA0117  STATE/COUNTY-  AZ/MARICOPA
 DA0117  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0117
 DA0117                         *CURRENT SURVEY CONTROL
 DA0117  ___________________________________________________________________
 DA0117* NAD 83(1986)-  32 51 02.     (N)    112 21 14.     (W)     SCALED    
 DA0117* NAVD 88     -       548.96   (+/-2cm)    1801.0    (feet)  VERTCON   
 DA0117  ___________________________________________________________________
 DA0117  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DA0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0117
 DA0117.The horizontal coordinates were scaled from a topographic map and have
 DA0117.an estimated accuracy of +/- 6 seconds.
 DA0117
 DA0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0117.The vertical order pertains to the NGVD 29 superseded value.
 DA0117
 DA0117.The geoid height was determined by GEOID03.
 DA0117
 DA0117;                    North         East    Units  Estimated Accuracy
 DA0117;SPC AZ C     -   205,260.      172,440.      MT  (+/- 180 meters Scaled)
 DA0117
 DA0117                          SUPERSEDED SURVEY CONTROL
 DA0117
 DA0117  NGVD 29 (??/??/92)  548.29   (m)         1798.8    (f) COMPUTED    2 0
 DA0117
 DA0117.Superseded values are not recommended for survey control.
 DA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0117.See file dsdata.txt to determine how the superseded data were derived.
 DA0117
 DA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB733355(NAD 83)
 DA0117_MARKER: DB = BENCH MARK DISK
 DA0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0117_STAMPING: Q 83 1935
 DA0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0117+STABILITY: SURFACE MOTION
 DA0117
 DA0117  HISTORY     - Date     Condition        Report By
 DA0117  HISTORY     - 1935     MONUMENTED       CGS
 DA0117  HISTORY     - 1960     GOOD             NGS
 DA0117
 DA0117                          STATION DESCRIPTION
 DA0117
 DA0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0117'21.8 MI E FROM GILA.
 DA0117'21.8 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 DA0117'PACIFIC CO. RAILROAD STATION AT GILA, MARICOPA COUNTY, AND 65 FEET
 DA0117'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 83
 DA0117'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1253 ***********************************************************************
 CZ1253  DESIGNATION -  Q 84
 CZ1253  PID         -  CZ1253
 CZ1253  STATE/COUNTY-  AZ/PINAL
 CZ1253  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1253
 CZ1253                         *CURRENT SURVEY CONTROL
 CZ1253  ___________________________________________________________________
 CZ1253* NAD 83(1986)-  32 35 16.     (N)    111 55 20.     (W)     SCALED    
 CZ1253* NAVD 88     -       473.34   (+/-2cm)    1552.9    (feet)  VERTCON   
 CZ1253  ___________________________________________________________________
 CZ1253  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1253
 CZ1253.The horizontal coordinates were scaled from a topographic map and have
 CZ1253.an estimated accuracy of +/- 6 seconds.
 CZ1253
 CZ1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1253.The vertical order pertains to the NGVD 29 superseded value.
 CZ1253
 CZ1253.The geoid height was determined by GEOID03.
 CZ1253
 CZ1253;                    North         East    Units  Estimated Accuracy
 CZ1253;SPC AZ C     -   176,040.      212,840.      MT  (+/- 180 meters Scaled)
 CZ1253
 CZ1253                          SUPERSEDED SURVEY CONTROL
 CZ1253
 CZ1253  NGVD 29 (??/??/92)  472.748  (m)         1551.01   (f) ADJ UNCH    2 0
 CZ1253
 CZ1253.Superseded values are not recommended for survey control.
 CZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1253.See file dsdata.txt to determine how the superseded data were derived.
 CZ1253
 CZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB134059(NAD 83)
 CZ1253_MARKER: DB = BENCH MARK DISK
 CZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1253_STAMPING: Q 84 1935
 CZ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1253+STABILITY: SURFACE MOTION
 CZ1253
 CZ1253  HISTORY     - Date     Condition        Report By
 CZ1253  HISTORY     - 1935     MONUMENTED       CGS
 CZ1253
 CZ1253                          STATION DESCRIPTION
 CZ1253
 CZ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1253'2.1 MI SW FROM JACKRABBIT.
 CZ1253'2.1 MILES SOUTHWEST ALONG THE OLD CASA GRANDE-COVERED WELLS ROAD FROM
 CZ1253'JACKRABBIT, PINAL COUNTY, AT A LARGE VALLEY COVERED WITH GREASEWOOD
 CZ1253'AND MOSQUITE TREES, AND 26 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 CZ1253'STANDARD DISK, STAMPED Q 84 1935 AND SET IN THE TOP OF A CONCRETE
 CZ1253'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0031 ***********************************************************************
 DA0031  DESIGNATION -  Q 85
 DA0031  PID         -  DA0031
 DA0031  STATE/COUNTY-  AZ/PINAL
 DA0031  USGS QUAD   -  KOHATK (1981)
 DA0031
 DA0031                         *CURRENT SURVEY CONTROL
 DA0031  ___________________________________________________________________
 DA0031* NAD 83(1986)-  32 37 05.     (N)    112 06 50.     (W)     SCALED    
 DA0031* NAVD 88     -       600.05   (+/-2cm)    1968.7    (feet)  VERTCON   
 DA0031  ___________________________________________________________________
 DA0031  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0031
 DA0031.The horizontal coordinates were scaled from a topographic map and have
 DA0031.an estimated accuracy of +/- 6 seconds.
 DA0031
 DA0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0031.The vertical order pertains to the NGVD 29 superseded value.
 DA0031
 DA0031.The geoid height was determined by GEOID03.
 DA0031
 DA0031;                    North         East    Units  Estimated Accuracy
 DA0031;SPC AZ C     -   179,420.      194,850.      MT  (+/- 180 meters Scaled)
 DA0031
 DA0031                          SUPERSEDED SURVEY CONTROL
 DA0031
 DA0031  NGVD 29 (??/??/92)  599.382  (m)         1966.47   (f) ADJ UNCH    2 0
 DA0031
 DA0031.Superseded values are not recommended for survey control.
 DA0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0031.See file dsdata.txt to determine how the superseded data were derived.
 DA0031
 DA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB954094(NAD 83)
 DA0031_MARKER: DB = BENCH MARK DISK
 DA0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0031_STAMPING: Q 85 1935
 DA0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0031+STABILITY: SURFACE MOTION
 DA0031
 DA0031  HISTORY     - Date     Condition        Report By
 DA0031  HISTORY     - 1935     MONUMENTED       CGS
 DA0031  HISTORY     - 1951     GOOD             NGS
 DA0031
 DA0031                          STATION DESCRIPTION
 DA0031
 DA0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0031'0.2 MI NW FROM BITTER WELL.
 DA0031'0.2 MILE NORTHWEST OF THE WELL AT BITTER WELL, ON THE SOUTHEAST SLOPE
 DA0031'OF A SMALL RISE, 126 FEET NORTHWEST OF AN ADOBE DWELLING, 87 FEET
 DA0031'SOUTHEAST OF AN ADOBE DWELLING, 31 FEET NORTH OF THE CENTER LINE OF
 DA0031'THE ROAD, 2.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0031'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0031'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0056 ***********************************************************************
 DA0056  DESIGNATION -  Q 86
 DA0056  PID         -  DA0056
 DA0056  STATE/COUNTY-  AZ/MARICOPA
 DA0056  USGS QUAD   -  JOHNSON WELL (1986)
 DA0056
 DA0056                         *CURRENT SURVEY CONTROL
 DA0056  ___________________________________________________________________
 DA0056* NAD 83(1986)-  32 42 45.     (N)    112 19 49.     (W)     SCALED    
 DA0056* NAVD 88     -       718.20   (+/-2cm)    2356.3    (feet)  VERTCON   
 DA0056  ___________________________________________________________________
 DA0056  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DA0056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0056
 DA0056.The horizontal coordinates were scaled from a topographic map and have
 DA0056.an estimated accuracy of +/- 6 seconds.
 DA0056
 DA0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0056.The vertical order pertains to the NGVD 29 superseded value.
 DA0056
 DA0056.The geoid height was determined by GEOID03.
 DA0056
 DA0056;                    North         East    Units  Estimated Accuracy
 DA0056;SPC AZ C     -   189,950.      174,590.      MT  (+/- 180 meters Scaled)
 DA0056
 DA0056                          SUPERSEDED SURVEY CONTROL
 DA0056
 DA0056  NGVD 29 (??/??/92)  717.506  (m)         2354.02   (f) ADJ UNCH    2 0
 DA0056
 DA0056.Superseded values are not recommended for survey control.
 DA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0056.See file dsdata.txt to determine how the superseded data were derived.
 DA0056
 DA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB753201(NAD 83)
 DA0056_MARKER: DB = BENCH MARK DISK
 DA0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0056_STAMPING: Q 86 1935
 DA0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0056+STABILITY: SURFACE MOTION
 DA0056
 DA0056  HISTORY     - Date     Condition        Report By
 DA0056  HISTORY     - 1935     MONUMENTED       CGS
 DA0056  HISTORY     - 1952     GOOD             NGS
 DA0056  HISTORY     - 1980     GOOD             USGS
 DA0056
 DA0056                          STATION DESCRIPTION
 DA0056
 DA0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0056'1.8 MI E FROM STOUTS WELL.
 DA0056'1.4 MILES NORTHEAST ALONG A GRADED ROAD FROM STOUTS WELL, THENCE 0.4
 DA0056'MILE SOUTHEAST ALONG A TRACK ROAD, ON THE SUMMIT OF A SMALL RIDGE, 0.2
 DA0056'MILE EAST OF THE CROSSING OF A LARGE WASH, ABOUT 50 FEET SOUTH AND
 DA0056'ACROSS THE ROAD FROM A 25 FEET HIGH GIANT SAGUARO, 16 FEET SOUTH OF
 DA0056'THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A WITNESS POST, AND SET
 DA0056'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND,
 DA0056'AND ABOUT LEVEL WITH THE ROAD.
 DA0056
 DA0056                          STATION RECOVERY (1980)
 DA0056
 DA0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0056'MARK IS 0.3 MI MEAST ALONG A GRADED RD. FROM JOHNSON WELL, THENCE 0.9
 DA0056'MI SE. ALONG A GRADED ROAD TO THE TOP OF A RIDGE, THENCE 0.8 MI NE
 DA0056'ACROSS COUNTRY ALONG TOP OF RIDGE, 0.3 MI SOUHT OF A CONE SHAPED
 DA0056'HILL, 0.25 MI NW. OF A PROMINENT DOUBLE TOPPED HILL, 0.1 MI SOUTH OF
 DA0056'A WASH, 100 FT SE. OF A CLUMP OF PALO VERDE TREES, SOMEWHAT NW. OF
 DA0056'CREST OF RIDGE, 1.4 FT NORTH OF WITNESS POST, SET IN THE TOP OF A
 DA0056'CONCRETE POST PROJECTING 0.7 FT, A BRONZE DISK STMAPED "Q 86 1935".
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0349 ***********************************************************************
 DV0349  DESIGNATION -  Q 87
 DV0349  PID         -  DV0349
 DV0349  STATE/COUNTY-  AZ/PINAL
 DV0349  USGS QUAD   -  ENID (1978)
 DV0349
 DV0349                         *CURRENT SURVEY CONTROL
 DV0349  ___________________________________________________________________
 DV0349* NAD 83(1986)-  33 03 09.     (N)    112 09 03.     (W)     SCALED    
 DV0349* NAVD 88     -       370.24   (+/-2cm)    1214.7    (feet)  VERTCON   
 DV0349  ___________________________________________________________________
 DV0349  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0349
 DV0349.The horizontal coordinates were scaled from a topographic map and have
 DV0349.an estimated accuracy of +/- 6 seconds.
 DV0349
 DV0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0349.The vertical order pertains to the NGVD 29 superseded value.
 DV0349
 DV0349.The geoid height was determined by GEOID03.
 DV0349
 DV0349;                    North         East    Units  Estimated Accuracy
 DV0349;SPC AZ C     -   227,600.      191,490.      MT  (+/- 180 meters Scaled)
 DV0349
 DV0349                          SUPERSEDED SURVEY CONTROL
 DV0349
 DV0349  NGVD 29 (??/??/92)  369.682  (m)         1212.87   (f) ADJ UNCH    1 2
 DV0349
 DV0349.Superseded values are not recommended for survey control.
 DV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0349.See file dsdata.txt to determine how the superseded data were derived.
 DV0349
 DV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB925576(NAD 83)
 DV0349_MARKER: DB = BENCH MARK DISK
 DV0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0349_STAMPING: Q 87 1935
 DV0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0349+STABILITY: SURFACE MOTION
 DV0349
 DV0349  HISTORY     - Date     Condition        Report By
 DV0349  HISTORY     - 1935     MONUMENTED       CGS
 DV0349  HISTORY     - 1948     GOOD             NGS
 DV0349  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0349  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0349
 DV0349                          STATION DESCRIPTION
 DV0349
 DV0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0349'8.3 MI NW FROM MARICOPA.
 DV0349'6.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0349'POST OFFICE AT MARICOPA, THENCE 1.9 MILES SOUTH ALONG THE HIDDEN
 DV0349'VALLEY ROAD, 0.3 MILE SOUTH OF A ROAD LEADING SOUTHEAST, 32.6 FEET
 DV0349'EAST OF THE CENTER LINE OF THE ROAD, 26.4 FEET EAST OF THE EAST END OF
 DV0349'A OLD CATTLE GUARD IN THE ROAD, ABOUT LEVEL WITH THE ROAD, 3.3 FEET
 DV0349'WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0349'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0349
 DV0349                          STATION RECOVERY (1980)
 DV0349
 DV0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0349'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE HAS BEEN PLOWING
 DV0349'IN THE DESCRIBED AREA OF THIS MARK.
 DV0349
 DV0349                          STATION RECOVERY (1980)
 DV0349
 DV0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0349'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THERE HAS BEEN PLOWING
 DV0349'IN THE DESCRIBED AREA OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1049 ***********************************************************************
 DV1049  DESIGNATION -  Q 9
 DV1049  PID         -  DV1049
 DV1049  STATE/COUNTY-  AZ/YUMA
 DV1049  USGS QUAD   -  BARAGAN MTN (1965)
 DV1049
 DV1049                         *CURRENT SURVEY CONTROL
 DV1049  ___________________________________________________________________
 DV1049* NAD 83(1986)-  33 00 11.     (N)    113 22 42.     (W)     SCALED    
 DV1049* NAVD 88     -       160.18   (+/-2cm)     525.5    (feet)  VERTCON   
 DV1049  ___________________________________________________________________
 DV1049  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DV1049  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1049
 DV1049.The horizontal coordinates were scaled from a topographic map and have
 DV1049.an estimated accuracy of +/- 6 seconds.
 DV1049
 DV1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1049.The vertical order pertains to the NGVD 29 superseded value.
 DV1049
 DV1049.The geoid height was determined by GEOID03.
 DV1049
 DV1049;                    North         East    Units  Estimated Accuracy
 DV1049;SPC AZ W     -   222,160.      248,090.      MT  (+/- 180 meters Scaled)
 DV1049
 DV1049                          SUPERSEDED SURVEY CONTROL
 DV1049
 DV1049  NGVD 29 (??/??/92)  159.590  (m)          523.59   (f) ADJ UNCH    1 2
 DV1049
 DV1049.Superseded values are not recommended for survey control.
 DV1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1049.See file dsdata.txt to determine how the superseded data were derived.
 DV1049
 DV1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB778541(NAD 83)
 DV1049_MARKER: DB = BENCH MARK DISK
 DV1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1049_STAMPING: 523.588 Q 9 1927
 DV1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1049+STABILITY: SURFACE MOTION
 DV1049
 DV1049  HISTORY     - Date     Condition        Report By
 DV1049  HISTORY     - 1927     MONUMENTED       CGS
 DV1049
 DV1049                          STATION DESCRIPTION
 DV1049
 DV1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1049'1.6 MI W FROM AGUA.
 DV1049'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 50 FEET SOUTH OF THE
 DV1049'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1049'LINE.  10 TELEPHONE POLES WEST OF MILEPOST 821.  770 FEET WEST OF
 DV1049'BRIDGE NO. 820 B.  9 1/2 TELEPHONE POLES WEST OF SIGN AGUA ONE MILE.
 DV1049'MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 1 1/2 FT. BELOW TRACK
 DV1049'LEVEL.  MARK IS ON THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0195 ***********************************************************************
 DA0195  DESIGNATION -  Q 90
 DA0195  PID         -  DA0195
 DA0195  STATE/COUNTY-  AZ/PINAL
 DA0195  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0195
 DA0195                         *CURRENT SURVEY CONTROL
 DA0195  ___________________________________________________________________
 DA0195* NAD 83(1986)-  32 35 26.     (N)    112 11 24.     (W)     SCALED    
 DA0195* NAVD 88     -       613.69   (+/-2cm)    2013.4    (feet)  VERTCON   
 DA0195  ___________________________________________________________________
 DA0195  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0195
 DA0195.The horizontal coordinates were scaled from a topographic map and have
 DA0195.an estimated accuracy of +/- 6 seconds.
 DA0195
 DA0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0195.The vertical order pertains to the NGVD 29 superseded value.
 DA0195
 DA0195.The geoid height was determined by GEOID03.
 DA0195
 DA0195;                    North         East    Units  Estimated Accuracy
 DA0195;SPC AZ C     -   176,380.      187,700.      MT  (+/- 180 meters Scaled)
 DA0195
 DA0195                          SUPERSEDED SURVEY CONTROL
 DA0195
 DA0195  NGVD 29 (??/??/92)  613.017  (m)         2011.21   (f) ADJ UNCH    2 0
 DA0195
 DA0195.Superseded values are not recommended for survey control.
 DA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0195.See file dsdata.txt to determine how the superseded data were derived.
 DA0195
 DA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB883065(NAD 83)
 DA0195_MARKER: DB = BENCH MARK DISK
 DA0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0195_STAMPING: Q 90 1935
 DA0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0195+STABILITY: SURFACE MOTION
 DA0195
 DA0195  HISTORY     - Date     Condition        Report By
 DA0195  HISTORY     - 1935     MONUMENTED       CGS
 DA0195  HISTORY     - 1952     GOOD             NGS
 DA0195
 DA0195                          STATION DESCRIPTION
 DA0195
 DA0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0195'6.0 MI SW FROM BITTERWELL.
 DA0195'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTERWELL, THENCE
 DA0195'2.8 MILES SOUTH ALONG A TRACK ROAD, 0.15 MILE NORTH OF THE CROSSING OF
 DA0195'A WIDE, DEEP WASH, BETWEEN TWO EQUAL SIZED LARGE HILLS, ABOUT 95 YARDS
 DA0195'WEST OF THE WEST SIDE OF THE EAST HILL, ON A WATER SOAKED FLAT COVERED
 DA0195'WITH MESQUITE, 144.8 FEET NORTH OF Q90 R.M. (USGS), 24 FEET WEST OF
 DA0195'THE CENTERLINE OF AND ABOUT LEVEL WITH THE ROAD, 2.5 FEET SOUTHWEST OF
 DA0195'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0195'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0196 ***********************************************************************
 DA0196  DESIGNATION -  Q 90 RM
 DA0196  PID         -  DA0196
 DA0196  STATE/COUNTY-  AZ/PINAL
 DA0196  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0196
 DA0196                         *CURRENT SURVEY CONTROL
 DA0196  ___________________________________________________________________
 DA0196* NAD 83(1986)-  32 35 25.     (N)    112 11 24.     (W)     SCALED    
 DA0196* NAVD 88     -       613.14   (+/-2cm)    2011.6    (feet)  VERTCON   
 DA0196  ___________________________________________________________________
 DA0196  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0196
 DA0196.The horizontal coordinates were scaled from a topographic map and have
 DA0196.an estimated accuracy of +/- 6 seconds.
 DA0196
 DA0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0196.The vertical order pertains to the NGVD 29 superseded value.
 DA0196
 DA0196.The geoid height was determined by GEOID03.
 DA0196
 DA0196;                    North         East    Units  Estimated Accuracy
 DA0196;SPC AZ C     -   176,350.      187,700.      MT  (+/- 180 meters Scaled)
 DA0196
 DA0196                          SUPERSEDED SURVEY CONTROL
 DA0196
 DA0196  NGVD 29 (??/??/92)  612.470  (m)         2009.41   (f) ADJ UNCH    2 0
 DA0196
 DA0196.Superseded values are not recommended for survey control.
 DA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0196.See file dsdata.txt to determine how the superseded data were derived.
 DA0196
 DA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB883064(NAD 83)
 DA0196_MARKER: B = BOLT
 DA0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0196+STABILITY: SURFACE MOTION
 DA0196
 DA0196  HISTORY     - Date     Condition        Report By
 DA0196  HISTORY     - UNK      MONUMENTED       USGS
 DA0196  HISTORY     - 1952     GOOD             NGS
 DA0196
 DA0196                          STATION DESCRIPTION
 DA0196
 DA0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0196'6.0 MI SW FROM BITTER WELL.
 DA0196'SAME DESCRIPTION TO REACH AS B.M. Q90, 144.8 FEET SOUTH OF Q90, 24
 DA0196'FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, AND SET
 DA0196'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1288 ***********************************************************************
 CZ1288  DESIGNATION -  Q 92
 CZ1288  PID         -  CZ1288
 CZ1288  STATE/COUNTY-  AZ/PINAL
 CZ1288  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1288
 CZ1288                         *CURRENT SURVEY CONTROL
 CZ1288  ___________________________________________________________________
 CZ1288* NAD 83(1986)-  32 32 30.     (N)    111 42 28.     (W)     SCALED    
 CZ1288* NAVD 88     -       502.49   (+/-2cm)    1648.6    (feet)  VERTCON   
 CZ1288  ___________________________________________________________________
 CZ1288  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ1288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1288
 CZ1288.The horizontal coordinates were scaled from a topographic map and have
 CZ1288.an estimated accuracy of +/- 6 seconds.
 CZ1288
 CZ1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1288.The vertical order pertains to the NGVD 29 superseded value.
 CZ1288
 CZ1288.The geoid height was determined by GEOID03.
 CZ1288
 CZ1288;                    North         East    Units  Estimated Accuracy
 CZ1288;SPC AZ C     -   170,950.      232,980.      MT  (+/- 180 meters Scaled)
 CZ1288
 CZ1288                          SUPERSEDED SURVEY CONTROL
 CZ1288
 CZ1288  NGVD 29 (??/??/92)  501.946  (m)         1646.80   (f) ADJ UNCH    2 0
 CZ1288
 CZ1288.Superseded values are not recommended for survey control.
 CZ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1288.See file dsdata.txt to determine how the superseded data were derived.
 CZ1288
 CZ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB335006(NAD 83)
 CZ1288_MARKER: DB = BENCH MARK DISK
 CZ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1288_STAMPING: Q 92 1935
 CZ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1288+STABILITY: SURFACE MOTION
 CZ1288
 CZ1288  HISTORY     - Date     Condition        Report By
 CZ1288  HISTORY     - 1935     MONUMENTED       CGS
 CZ1288  HISTORY     - 1952     GOOD             NGS
 CZ1288  HISTORY     - 1977     GOOD             USGS
 CZ1288
 CZ1288                          STATION DESCRIPTION
 CZ1288
 CZ1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1288'22.1 MI S FROM TOLTEC.
 CZ1288'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1288'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1288'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1288'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1288'THENCE 2.3 MILES SOUTHWEST ALONG A DIRT ROAD, 0.9 MILE SOUTHWEST OF A
 CZ1288'POINT WHERE THE ROAD LEAVES AN EASTWEST FENCE LINE, 216 FEET SOUTHWEST
 CZ1288'OF A LONE 8 INCH IRON WOOD TREE WHICH IS ON THE NORTHWEST EDGE OF THE
 CZ1288'ROAD, 32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 CZ1288'NORTHEAST OF THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1288'PROJECTING 0.4 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 CZ1288
 CZ1288                          STATION RECOVERY (1977)
 CZ1288
 CZ1288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1288'TOLTEC, 0.2 MI SE OF, ALONG STATE HWY. 84 FROM SPRR STATION AT
 CZ1288'TOLTEC, THENCE 10.0 MI S. ALONG PRETZER RD., THENCE 5.6 MI S. ALONG A
 CZ1288'GRADED RD., THENCE 1.0 MI W., ALONG A GRADED RD., THENCE 1.0 MI S.
 CZ1288'ALONG A TRACK RD., THENCE 1.05 MI SW. ALONG A TRACK RD., THENCE 0.15
 CZ1288'MI W. ALONG A POWERLINE. 169 FT N. OF THE CENTERLINE OF THE
 CZ1288'POWERLINE, 260 FT S. OF A E-W FENCELINE AND 32 FT NW. OF THE
 CZ1288'CENTERLINE OF A DIM TRACK RD. A USC AND GS BRASS DISK SET IN THE TOP
 CZ1288'OF A CONCRETE POST THAT PROJECTS 0.8 FT UP STAMPED Q 92 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0941 ***********************************************************************
 CZ0941  DESIGNATION -  Q 93
 CZ0941  PID         -  CZ0941
 CZ0941  STATE/COUNTY-  AZ/PIMA
 CZ0941  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0941
 CZ0941                         *CURRENT SURVEY CONTROL
 CZ0941  ___________________________________________________________________
 CZ0941* NAD 83(1986)-  32 21 43.     (N)    111 31 49.     (W)     SCALED    
 CZ0941* NAVD 88     -       723.06   (+/-2cm)    2372.2    (feet)  VERTCON   
 CZ0941  ___________________________________________________________________
 CZ0941  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0941
 CZ0941.The horizontal coordinates were scaled from a topographic map and have
 CZ0941.an estimated accuracy of +/- 6 seconds.
 CZ0941
 CZ0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0941.The vertical order pertains to the NGVD 29 superseded value.
 CZ0941
 CZ0941.The geoid height was determined by GEOID03.
 CZ0941
 CZ0941;                    North         East    Units  Estimated Accuracy
 CZ0941;SPC AZ C     -   151,070.      249,720.      MT  (+/- 180 meters Scaled)
 CZ0941
 CZ0941                          SUPERSEDED SURVEY CONTROL
 CZ0941
 CZ0941  NGVD 29 (??/??/92)  722.462  (m)         2370.28   (f) ADJ UNCH    2 0
 CZ0941
 CZ0941.Superseded values are not recommended for survey control.
 CZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0941.See file dsdata.txt to determine how the superseded data were derived.
 CZ0941
 CZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA501806(NAD 83)
 CZ0941_MARKER: DB = BENCH MARK DISK
 CZ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0941_STAMPING: Q 93 1935
 CZ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0941+STABILITY: SURFACE MOTION
 CZ0941
 CZ0941  HISTORY     - Date     Condition        Report By
 CZ0941  HISTORY     - 1935     MONUMENTED       CGS
 CZ0941  HISTORY     - 1951     GOOD             NGS
 CZ0941
 CZ0941                          STATION DESCRIPTION
 CZ0941
 CZ0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0941'6.9 MI SE FROM SILVER BELL.
 CZ0941'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0941'THENCE 6.8 MILES SOUTHEAST ALONG A GRAVEL ROAD, ABOUT MID-WAY BETWEEN
 CZ0941'TWO SANDY WASHES AT A SMALL CLEARING, 16 1/2 FEET NORTHEAST OF THE
 CZ0941'CENTER LINE OF THE ROAD, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND SET
 CZ0941'IN A CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1617 ***********************************************************************
 CZ1617  DESIGNATION -  Q 94
 CZ1617  PID         -  CZ1617
 CZ1617  STATE/COUNTY-  AZ/PIMA
 CZ1617  USGS QUAD   -  MARANA (1992)
 CZ1617
 CZ1617                         *CURRENT SURVEY CONTROL
 CZ1617  ___________________________________________________________________
 CZ1617* NAD 83(2007)-  32 24 32.32241(N)    111 13 35.29963(W)     ADJUSTED  
 CZ1617* NAVD 88     -       613.77   (+/-2cm)    2013.7    (feet)  VERTCON   
 CZ1617  ___________________________________________________________________
 CZ1617  EPOCH DATE  -        2007.00
 CZ1617  X           -  -1,951,616.110 (meters)                     COMP
 CZ1617  Y           -  -5,024,679.754 (meters)                     COMP
 CZ1617  Z           -   3,399,118.844 (meters)                     COMP
 CZ1617  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 CZ1617  ELLIP HEIGHT-         584.033 (meters)          (02/10/07) ADJUSTED
 CZ1617  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CZ1617
 CZ1617  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1617  Type    PID    Designation                      North   East  Ellip
 CZ1617  -------------------------------------------------------------------
 CZ1617  NETWORK CZ1617 Q 94                              0.61   1.14   3.02
 CZ1617  -------------------------------------------------------------------
 CZ1617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1617
 CZ1617.The horizontal coordinates were established by GPS observations
 CZ1617.and adjusted by the National Geodetic Survey in February 2007.
 CZ1617
 CZ1617.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1617.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1617.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1617.The epoch date for horizontal control is a decimal equivalence
 CZ1617.of Year/Month/Day.
 CZ1617
 CZ1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1617.The vertical order pertains to the NGVD 29 superseded value.
 CZ1617
 CZ1617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1617
 CZ1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1617
 CZ1617.The ellipsoidal height was determined by GPS observations
 CZ1617.and is referenced to NAD 83.
 CZ1617
 CZ1617.The geoid height was determined by GEOID03.
 CZ1617
 CZ1617;                    North         East     Units Scale Factor Converg.
 CZ1617;SPC AZ C     -   156,423.851   278,281.678   MT  0.99995196   +0 22 11.7
 CZ1617;SPC AZ C     -   513,201.61    912,997.63   iFT  0.99995196   +0 22 11.7
 CZ1617;UTM  12      - 3,585,791.892   478,703.972   MT  0.99960559   -0 07 17.0
 CZ1617
 CZ1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1617!SPC AZ C     -   0.99990831  x   0.99995196  =   0.99986027
 CZ1617!UTM  12      -   0.99990831  x   0.99960559  =   0.99951393
 CZ1617
 CZ1617                          SUPERSEDED SURVEY CONTROL
 CZ1617
 CZ1617  ELLIP H (06/11/02)  584.071  (m)                       GP(       ) 4 2
 CZ1617  NAD 83(1992)-  32 24 32.32123(N)    111 13 35.29813(W) AD(       ) 1
 CZ1617  ELLIP H (08/23/93)  584.139  (m)                       GP(       ) 4 2
 CZ1617  NAD 83(1986)-  32 24 32.31636(N)    111 13 35.29831(W) AD(       ) 1
 CZ1617  NGVD 29 (??/??/92)  613.18   (m)         2011.7    (f) COMPUTED    2 0
 CZ1617
 CZ1617.Superseded values are not recommended for survey control.
 CZ1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1617.See file dsdata.txt to determine how the superseded data were derived.
 CZ1617
 CZ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7870485792(NAD 83)
 CZ1617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1617_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1617+STABILITY: SURFACE MOTION
 CZ1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1617+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ1617
 CZ1617  HISTORY     - Date     Condition        Report By
 CZ1617  HISTORY     - UNK      MONUMENTED
 CZ1617  HISTORY     - 1987     GOOD             NGS
 CZ1617  HISTORY     - 19960204 MARK NOT FOUND   USPSQD
 CZ1617
 CZ1617                          STATION DESCRIPTION
 CZ1617
 CZ1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ1617'THE STATION WAS RECOVERED AT THIS DATE,
 CZ1617'IN GOOD CONDITION.
 CZ1617'
 CZ1617'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 CZ1617'NORTHWEST OF SOUTH TUCSON,
 CZ1617'20.9 KM (13 MI) SOUTHEAST OF RED ROCK,
 CZ1617'4.8 KM (3 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10 AND NEAR THE AVRA
 CZ1617'VALLEY AIRPORT.
 CZ1617'OWNERSHIP--AVRA VALLEY AIRPORT, 11700 W. AVRA VALLEY ROAD, MARANA
 CZ1617'AZ 85653, PHONE 602-792-2536.
 CZ1617'
 CZ1617'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ1617'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ1617'TUCSON, GO WEST FOR 8.5 KM (5.3 MI) ON AVRA VALLEY ROAD TO A SIDE
 CZ1617'ROAD LEFT, SANDARIO ROAD.
 CZ1617'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.8 KM (0.5 MI) ON AVRA
 CZ1617'VALLEY ROAD TO A DIRT ROAD RIGHT.
 CZ1617'TURN RIGHT AND GO NORTHWEST FOR 0.8 KM (0.5 MI) ON THE DIRT ROAD TO
 CZ1617'THE STATION ON THE RIGHT.
 CZ1617'
 CZ1617'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ1617'STAMPED---Q 94 1935---,
 CZ1617'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ1617'24 CM ON SIDE PROJECTING 13 CM ABOVE GROUND.  LOCATED
 CZ1617'9.2 METERS (30.2 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CZ1617'THE DIRT ROAD,
 CZ1617'8.5 METERS (27.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 CZ1617'CONCRETE FOOTING 2.8 METERS (9.2 FT) BY 7.3 METERS (24 FT) AND
 CZ1617'4.4 METERS (14.4 FT) EAST FROM A METAL WITNESS POST AT BARBED WIRE
 CZ1617'FENCE LINE.
 CZ1617'
 CZ1617'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ1617'
 CZ1617'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ1617'
 CZ1617'DESCRIBED BY M.T. LOWE.
 CZ1617
 CZ1617                          STATION RECOVERY (1996)
 CZ1617
 CZ1617'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0619 ***********************************************************************
 FR0619  DESIGNATION -  Q 95
 FR0619  PID         -  FR0619
 FR0619  STATE/COUNTY-  AZ/MOHAVE
 FR0619  USGS QUAD   -  HORSE FLAT (1968)
 FR0619
 FR0619                         *CURRENT SURVEY CONTROL
 FR0619  ___________________________________________________________________
 FR0619* NAD 83(1992)-  35 46 44.40794(N)    113 47 59.98982(W)     ADJUSTED  
 FR0619* NAVD 88     -      1723.722  (meters)    5655.24   (feet)  POSTED    
 FR0619  ___________________________________________________________________
 FR0619  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FR0619  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FR0619  DYNAMIC HT  -        1721.570 (meters)    5648.18  (feet)  COMP
 FR0619  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 FR0619
 FR0619  HORZ ORDER  -  SECOND
 FR0619  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0619
 FR0619.The horizontal coordinates were established by classical geodetic methods
 FR0619.and adjusted by the National Geodetic Survey in August 1993.
 FR0619
 FR0619.The orthometric height was determined by differential leveling
 FR0619.and adjusted by the  in 1992.
 FR0619.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0619.was located on a no-check spur therefore a value was not computed.
 FR0619.No vertical observational check was made to the station.
 FR0619
 FR0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0619
 FR0619.The geoid height was determined by GEOID03.
 FR0619
 FR0619.The dynamic height is computed by dividing the NAVD 88
 FR0619.geopotential number by the normal gravity value computed on the
 FR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0619.degrees latitude (g = 980.6199 gals.).
 FR0619
 FR0619.The modeled gravity was interpolated from observed gravity values.
 FR0619
 FR0619;                    North         East     Units Scale Factor Converg.
 FR0619;SPC AZ W     -   530,012.921   208,839.828   MT  0.99993359   -0 01 45.2
 FR0619;SPC AZ W     - 1,738,887.54    685,170.04   iFT  0.99993359   -0 01 45.2
 FR0619;UTM  12      - 3,963,054.350   246,908.566   MT  1.00038939   -1 38 16.5
 FR0619
 FR0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0619!SPC AZ W     -   0.99973364  x   0.99993359  =   0.99966725
 FR0619!UTM  12      -   0.99973364  x   1.00038939  =   1.00012293
 FR0619
 FR0619                          SUPERSEDED SURVEY CONTROL
 FR0619
 FR0619  NAD 83(1986)-  35 46 44.40140(N)    113 47 59.98813(W) AD(       ) 2
 FR0619  NAD 27      -  35 46 44.43700(N)    113 47 57.17000(W) AD(       ) 2
 FR0619  NGVD 29 (??/??/92) 1722.831  (m)         5652.32   (f) ADJ UNCH    2 0
 FR0619
 FR0619.Superseded values are not recommended for survey control.
 FR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0619.See file dsdata.txt to determine how the superseded data were derived.
 FR0619
 FR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4690963054(NAD 83)
 FR0619_MARKER: DB = BENCH MARK DISK
 FR0619_SETTING: 66 = SET IN ROCK OUTCROP
 FR0619_SP_SET: FLAT ROCK
 FR0619_STAMPING: Q 95 1935
 FR0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0619+STABILITY: POSITION/ELEVATION WELL
 FR0619
 FR0619  HISTORY     - Date     Condition        Report By
 FR0619  HISTORY     - 1935     MONUMENTED       CGS
 FR0619  HISTORY     - 1968     GOOD             USGS
 FR0619
 FR0619                          STATION DESCRIPTION
 FR0619
 FR0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0619'GEODETIC SURVEY BENCH MARK Q 95 IS 9 FEET SOUTHEAST OF
 FR0619'STATION MERRIWITICA USGS.
 FR0619'
 FR0619'STATION MERRIWITICA USGS REACHED FROM PEACH SPRINGS AS FOLLOWS--
 FR0619'GO WEST ON U.S. HIGHWAY
 FR0619'66 FOR 1.8 MILES, TURN RIGHT ON THE OLD HIGHWAY, GO 0.7 MILE
 FR0619'AND TAKE THE RIGHT FORK, FOLLOW THE MAIN GRADED ROAD FOR 16.7
 FR0619'MILES TAKE LEFT FORK OR MAIN ROAD, CONTINUE 5.2 MILES AND TURN
 FR0619'RIGHT OFF THE GRADED ROAD (U.S. COAST AND GEODETIC SURVEY BENCH
 FR0619'MARK Q 95 AT THIS POINT).
 FR0619
 FR0619                          STATION RECOVERY (1968)
 FR0619
 FR0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0619'40.9 MI NW FROM PEACH SPRINGS.
 FR0619'40.9 MILES NORTHWEST OF PEACH SPRINGS, MOHAVE COUNTY, 2.7 MILES (VIA
 FR0619'JEEP TRAIL) EAST OF A JUNCTION OF THE MAIN ROAD WITH A ROAD LEADING
 FR0619'SOUTHWEST TO CLAY SPRINGS, AT THE END OF A JEEP TRAIL ON A HIGH
 FR0619'ROUNDED PEAK, 9 FEET SOUTH OF TRIANGULATION STATION MERRIWITICA, IN
 FR0619'THE TOP OF A LARGE FLAT ROCK AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0401 ***********************************************************************
 FR0401  DESIGNATION -  Q 96
 FR0401  PID         -  FR0401
 FR0401  STATE/COUNTY-  AZ/MOHAVE
 FR0401  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0401
 FR0401                         *CURRENT SURVEY CONTROL
 FR0401  ___________________________________________________________________
 FR0401* NAD 83(1986)-  35 32 48.     (N)    113 23 59.     (W)     SCALED    
 FR0401* NAVD 88     -      1569.796  (meters)    5150.24   (feet)  POSTED    
 FR0401  ___________________________________________________________________
 FR0401  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FR0401  DYNAMIC HT  -        1567.820 (meters)    5143.76  (feet)  COMP
 FR0401  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 FR0401
 FR0401  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0401
 FR0401.The horizontal coordinates were scaled from a topographic map and have
 FR0401.an estimated accuracy of +/- 6 seconds.
 FR0401
 FR0401.The orthometric height was determined by differential leveling
 FR0401.and adjusted by the  in 1992.
 FR0401.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0401.rate of 1.1 thru 2.0 mm/km.
 FR0401
 FR0401.The geoid height was determined by GEOID03.
 FR0401
 FR0401.The dynamic height is computed by dividing the NAVD 88
 FR0401.geopotential number by the normal gravity value computed on the
 FR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0401.degrees latitude (g = 980.6199 gals.).
 FR0401
 FR0401.The modeled gravity was interpolated from observed gravity values.
 FR0401
 FR0401;                    North         East    Units  Estimated Accuracy
 FR0401;SPC AZ W     -   504,290.      245,120.      MT  (+/- 180 meters Scaled)
 FR0401
 FR0401                          SUPERSEDED SURVEY CONTROL
 FR0401
 FR0401  NGVD 29 (??/??/92) 1568.854  (m)         5147.15   (f) ADJ UNCH    2 0
 FR0401
 FR0401.Superseded values are not recommended for survey control.
 FR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0401.See file dsdata.txt to determine how the superseded data were derived.
 FR0401
 FR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE824363(NAD 83)
 FR0401_MARKER: DB = BENCH MARK DISK
 FR0401_SETTING: 66 = SET IN ROCK OUTCROP
 FR0401_SP_SET: ROCK OUTCROP
 FR0401_STAMPING: Q 95 1935
 FR0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0401+STABILITY: POSITION/ELEVATION WELL
 FR0401
 FR0401  HISTORY     - Date     Condition        Report By
 FR0401  HISTORY     - 1935     MONUMENTED       CGS
 FR0401  HISTORY     - 1967     MARK NOT FOUND   USGS
 FR0401  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0401
 FR0401                          STATION DESCRIPTION
 FR0401
 FR0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0401'2.0 MI E FROM PEACH SPRINGS.
 FR0401'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0401'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0401'ABOUT 0.4 MILE WEST OF THE TOP OF A LONG GRADE, AT THE WEST END OF A
 FR0401'LARGE ROCK CUT, AT THE POINT OF A SHARP CURVE OF THE OLD HIGHWAY AT A
 FR0401'FILL OF THE NEW HIGHWAY, AT A GUARD RAIL, ABOUT 70 FEET SOUTH OF THE
 FR0401'CENTER LINE OF THE NEW HIGHWAY, 22 FEET SOUTHEAST OF THE CENTER LINE
 FR0401'OF THE OLD HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 3 FEET
 FR0401'HIGHER THAN THE OLD HIGHWAY.  A STANDARD DISK, ERRONEOUSLY STAMPED Q
 FR0401'95 1935.
 FR0401
 FR0401                          STATION RECOVERY (1967)
 FR0401
 FR0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0401'MARK NOT FOUND.
 FR0401
 FR0401                          STATION RECOVERY (1982)
 FR0401
 FR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0401'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0245 ***********************************************************************
 ER0245  DESIGNATION -  Q 97
 ER0245  PID         -  ER0245
 ER0245  STATE/COUNTY-  AZ/APACHE
 ER0245  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0245
 ER0245                         *CURRENT SURVEY CONTROL
 ER0245  ___________________________________________________________________
 ER0245* NAD 83(1986)-  34 00 58.     (N)    109 08 41.     (W)     SCALED    
 ER0245* NAVD 88     -      2434.418  (meters)    7986.92   (feet)  ADJUSTED  
 ER0245  ___________________________________________________________________
 ER0245  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 ER0245  DYNAMIC HT  -        2430.488 (meters)    7974.03  (feet)  COMP
 ER0245  MODELED GRAV-     978,933.6   (mgal)                       NAVD 88
 ER0245
 ER0245  VERT ORDER  -  SECOND    CLASS 0
 ER0245
 ER0245.The horizontal coordinates were scaled from a topographic map and have
 ER0245.an estimated accuracy of +/- 6 seconds.
 ER0245
 ER0245.The orthometric height was determined by differential leveling
 ER0245.and adjusted in June 1991.
 ER0245
 ER0245.The geoid height was determined by GEOID03.
 ER0245
 ER0245.The dynamic height is computed by dividing the NAVD 88
 ER0245.geopotential number by the normal gravity value computed on the
 ER0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0245.degrees latitude (g = 980.6199 gals.).
 ER0245
 ER0245.The modeled gravity was interpolated from observed gravity values.
 ER0245
 ER0245;                    North         East    Units  Estimated Accuracy
 ER0245;SPC AZ E     -   334,910.      307,750.      MT  (+/- 180 meters Scaled)
 ER0245
 ER0245                          SUPERSEDED SURVEY CONTROL
 ER0245
 ER0245  NGVD 29 (??/??/92) 2433.355  (m)         7983.43   (f) ADJ UNCH    2 0
 ER0245
 ER0245.Superseded values are not recommended for survey control.
 ER0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0245.See file dsdata.txt to determine how the superseded data were derived.
 ER0245
 ER0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC713654(NAD 83)
 ER0245_MARKER: DB = BENCH MARK DISK
 ER0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0245_STAMPING: Q 97 1935
 ER0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0245+STABILITY: SURFACE MOTION
 ER0245
 ER0245  HISTORY     - Date     Condition        Report By
 ER0245  HISTORY     - 1935     MONUMENTED       CGS
 ER0245  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0245  HISTORY     - 19880920 MARK NOT FOUND   USPSQD
 ER0245
 ER0245                          STATION DESCRIPTION
 ER0245
 ER0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0245'9.3 MI N FROM NUTRIOSO.
 ER0245'9.3 MI. N AND E ALONG ST. HWY. NO. 71 FT AND STONE CREEK ROAD.  ABOUT
 ER0245'175 YDS. W OF RANCH HOUSE, 36 FT. N OF N GATE POST, 14 FT. W OF DIRT
 ER0245'TANK AND 45 FT. N OF CENTERLINE OF ROAD.
 ER0245
 ER0245                          STATION RECOVERY (1969)
 ER0245
 ER0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0245'MARK NOT FOUND.
 ER0245
 ER0245                          STATION RECOVERY (1988)
 ER0245
 ER0245'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ER0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0172 ***********************************************************************
 FR0172  DESIGNATION -  Q 98
 FR0172  PID         -  FR0172
 FR0172  STATE/COUNTY-  AZ/COCONINO
 FR0172  USGS QUAD   -  MAY TANK POCKET (1989)
 FR0172
 FR0172                         *CURRENT SURVEY CONTROL
 FR0172  ___________________________________________________________________
 FR0172* NAD 83(1986)-  35 03 02.     (N)    112 09 15.     (W)     SCALED    
 FR0172* NAVD 88     -      1999.02   (+/-2cm)    6558.5    (feet)  VERTCON   
 FR0172  ___________________________________________________________________
 FR0172  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 FR0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0172
 FR0172.The horizontal coordinates were scaled from a topographic map and have
 FR0172.an estimated accuracy of +/- 6 seconds.
 FR0172
 FR0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0172.The vertical order pertains to the NGVD 29 superseded value.
 FR0172
 FR0172.The geoid height was determined by GEOID03.
 FR0172
 FR0172;                    North         East    Units  Estimated Accuracy
 FR0172;SPC AZ C     -   449,210.      191,700.      MT  (+/- 180 meters Scaled)
 FR0172
 FR0172                          SUPERSEDED SURVEY CONTROL
 FR0172
 FR0172  NGVD 29 (??/??/92) 1998.074  (m)         6555.35   (f) ADJ UNCH    2 0
 FR0172
 FR0172.Superseded values are not recommended for survey control.
 FR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0172.See file dsdata.txt to determine how the superseded data were derived.
 FR0172
 FR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD947792(NAD 83)
 FR0172_MARKER: DB = BENCH MARK DISK
 FR0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0172_STAMPING: Q 98 1935
 FR0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0172+STABILITY: SURFACE MOTION
 FR0172
 FR0172  HISTORY     - Date     Condition        Report By
 FR0172  HISTORY     - 1935     MONUMENTED       CGS
 FR0172
 FR0172                          STATION DESCRIPTION
 FR0172
 FR0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0172'16.2 MI N FROM PERKINSVILLE.
 FR0172'IN COCONINO COUNTY, ABOUT 16.2 MILES NORTH ALONG THE WILLIAMS ROAD
 FR0172'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT
 FR0172'PERKINSVILLE, YAVAPAI COUNTY, ABOUT 0.3 MILE SOUTH OF A CATTLE GUARD,
 FR0172'AT THE MIDDLE OF A CLEARING SURROUNDED BY LARGE PINE TREES, ABOUT 64
 FR0172'YARDS SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRADED ROAD
 FR0172'LEADING SOUTHWEST, 50 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD,
 FR0172'AND 40 FEET WEST OF THE CENTER LINE OF THE WILLIAMS ROAD.  A STANDARD
 FR0172'DISK, STAMPED Q 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1208 ***********************************************************************
 DV1208  DESIGNATION -  Q 99
 DV1208  PID         -  DV1208
 DV1208  STATE/COUNTY-  AZ/LA PAZ
 DV1208  USGS QUAD   -  EAST OF UTTING (1990)
 DV1208
 DV1208                         *CURRENT SURVEY CONTROL
 DV1208  ___________________________________________________________________
 DV1208* NAD 83(1986)-  33 45 43.     (N)    113 46 58.     (W)     SCALED    
 DV1208* NAVD 88     -       402.92   (+/-2cm)    1321.9    (feet)  VERTCON   
 DV1208  ___________________________________________________________________
 DV1208  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1208  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1208
 DV1208.The horizontal coordinates were scaled from a topographic map and have
 DV1208.an estimated accuracy of +/- 6 seconds.
 DV1208
 DV1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1208.The vertical order pertains to the NGVD 29 superseded value.
 DV1208
 DV1208.The geoid height was determined by GEOID03.
 DV1208
 DV1208;                    North         East    Units  Estimated Accuracy
 DV1208;SPC AZ W     -   306,260.      210,320.      MT  (+/- 180 meters Scaled)
 DV1208
 DV1208                          SUPERSEDED SURVEY CONTROL
 DV1208
 DV1208  NGVD 29 (??/??/92)  402.238  (m)         1319.68   (f) ADJ UNCH    1 2
 DV1208
 DV1208.Superseded values are not recommended for survey control.
 DV1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1208.See file dsdata.txt to determine how the superseded data were derived.
 DV1208
 DV1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC422392(NAD 83)
 DV1208_MARKER: DB = BENCH MARK DISK
 DV1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1208_STAMPING: Q 99 1935
 DV1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1208+STABILITY: SURFACE MOTION
 DV1208
 DV1208  HISTORY     - Date     Condition        Report By
 DV1208  HISTORY     - 1935     MONUMENTED       CGS
 DV1208  HISTORY     - 1948     GOOD             NGS
 DV1208  HISTORY     - 19870126 MARK NOT FOUND   USGS
 DV1208
 DV1208                          STATION DESCRIPTION
 DV1208
 DV1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1208'2.2 MI NW FROM VICKSBURG.
 DV1208'2.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RWY. FROM
 DV1208'THE STATION AT VICKSBURG, 0.5 MILE EAST OF MILEPOST 63, ABOUT 105
 DV1208'YARDS (9-1/2 RAILS) NORTHWEST OF WOODEN BRIDGE 63 A, 70 FEET WEST OF A
 DV1208'PUBLIC ROAD CROSSING, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DV1208'TRACK, AND 11 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED Q 99 1935
 DV1208'AND SET IN THE TOP OF A CONCRETE POST.
 DV1208
 DV1208                          STATION RECOVERY (1987)
 DV1208
 DV1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 DV1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1087 ***********************************************************************
 ET1087  DESIGNATION -  QUAIL
 ET1087  PID         -  ET1087
 ET1087  STATE/COUNTY-  AZ/MOHAVE
 ET1087  USGS QUAD   -  CASTANEDA HILLS SW (1990)
 ET1087
 ET1087                         *CURRENT SURVEY CONTROL
 ET1087  ___________________________________________________________________
 ET1087* NAD 83(1992)-  34 21 40.81892(N)    113 54 44.55771(W)     ADJUSTED  
 ET1087* NAVD 88     -       471.7    (meters)    1548.     (feet)  VERTCON   
 ET1087  ___________________________________________________________________
 ET1087  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 ET1087  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 ET1087  HORZ ORDER  -  THIRD
 ET1087
 ET1087.The horizontal coordinates were established by classical geodetic methods
 ET1087.and adjusted by the National Geodetic Survey in August 1993.
 ET1087
 ET1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1087
 ET1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1087
 ET1087.The geoid height was determined by GEOID03.
 ET1087
 ET1087;                    North         East     Units Scale Factor Converg.
 ET1087;SPC AZ W     -   372,755.933   198,423.628   MT  0.99993608   -0 05 29.9
 ET1087;SPC AZ W     - 1,222,952.54    650,996.15   iFT  0.99993608   -0 05 29.9
 ET1087;UTM  12      - 3,806,065.848   232,150.244   MT  1.00048443   -1 38 41.1
 ET1087
 ET1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1087!SPC AZ W     -   0.99993074  x   0.99993608  =   0.99986683
 ET1087!UTM  12      -   0.99993074  x   1.00048443  =   1.00041514
 ET1087
 ET1087|---------------------------------------------------------------------|
 ET1087| PID    Reference Object                     Distance      Geod. Az  |
 ET1087|                                                           dddmmss.s |
 ET1087| CH3133 QUAIL RM 2                            5.360 METERS 11144     |
 ET1087| CH3132 QUAIL RM 1                            6.185 METERS 20407     |
 ET1087| CH3131 QUAIL AZ MK                                        3475346.6 |
 ET1087|---------------------------------------------------------------------|
 ET1087
 ET1087                          SUPERSEDED SURVEY CONTROL
 ET1087
 ET1087  NAD 83(1986)-  34 21 40.81842(N)    113 54 44.56544(W) AD(       ) 3
 ET1087  NAD 27      -  34 21 40.76000(N)    113 54 41.77600(W) AD(       ) 3
 ET1087  NGVD 29 (07/19/86)  471.0    (m)         1545.     (f) VERT ANG    3  
 ET1087
 ET1087.Superseded values are not recommended for survey control.
 ET1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1087.See file dsdata.txt to determine how the superseded data were derived.
 ET1087
 ET1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3215006066(NAD 83)
 ET1087_MARKER: DS = TRIANGULATION STATION DISK
 ET1087_SETTING: 0 = UNSPECIFIED SETTING
 ET1087
 ET1087  HISTORY     - Date     Condition        Report By
 ET1087  HISTORY     - 1948     MONUMENTED       CGS
 ET1087  HISTORY     - 1972     GOOD             AZHD
 ET1087  HISTORY     - 1976     GOOD             USE
 ET1087
 ET1087                          STATION DESCRIPTION
 ET1087
 ET1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1087'THE STATION IS ABOUT 8 MILES AIRLINE NORTH OF THE BILL WILLIAMS
 ET1087'RIVER, 20 MILES NORTHWEST OF ALAMO CROSSING, AND 26 MILES
 ET1087'NORTHEAST OF PARKER, ON A LOW RIDGE ON THE EAST EDGE OF KINGMAN
 ET1087'ARMY AUXILLARY AIRFIELD NO 7, ON THE HIGHEST POINT OF THE RIDGE
 ET1087'JUST SOUTHEAST OF THE SOUTHWEST END OF THE FIELD.
 ET1087'
 ET1087'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN YUCCA, GO
 ET1087'SOUTHEASTERLY FOR 0.2 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE
 ET1087'FOR 2.5 MILES TO A FORK AND SIGN SIGNAL-ALAMO.  KEEP RIGHT FORK AS
 ET1087'PER SIGN FOR 9.6 MILES TO A FORK AND SIGN SIGNAL-ALAMO.  KEEP
 ET1087'RIGHT FORK AND CONTINUE FOR 9.7 MILES TO A FORK AND SIGN ON RIGHT
 ET1087'PLANET ROAD.  TURN RIGHT ON THE PLANET ROAD AND GO 2.0 MILES TO
 ET1087'A GATE--PASS THROUGH GATE AND CONTINUE FOR 4.6 MILES TO
 ET1087'CROSSROADS AND SIGN ON RIGHT STRANGERS DO NOT TAKE THIS ROAD
 ET1087'WATER 25 MILES.  TURN RIGHT ON THIS ROAD AND CONTINUE FOR 8.5
 ET1087'MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 2.9
 ET1087'MILES TO A WELL AND STOCK WATER TROUGH ON THE RIGHT (CASTENADA
 ET1087'WELL).  CONTINUE ON BLADED ROAD FOR 5.5 MILES TO THE SOUTHERN
 ET1087'END OF THE AUXILLARY AIRFIELD.  TURN LEFT ACROSS COUNTRY AND UP
 ET1087'STEEP RIDGE THEN SOUTHERLY ALONG RIDGE TO STATION ON THE
 ET1087'HIGHEST POINT, A DISTANCE OF ABOUT 1/2 MILE BY TRUCK TRAVEL
 ET1087'FROM THE ROAD AT THE SOUTHERN END OF THE AIRFIELD.
 ET1087'
 ET1087'THE STATION IS A STANDARD BRONZE DISK SET IN CONCRETE PROJECTING
 ET1087'ABOUT 2 INCHES, AND IS ON THE HIGHEST POINT OF THE RIDGE.  IT IS
 ET1087'STAMPED QUAIL 1948.
 ET1087'
 ET1087'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 ET1087'CONCRETE PROJECTING ABOUT 4 INCHES, AND IS ABOUT THE SAME
 ET1087'ELEVATION AS THE STATION.  IT IS STAMPED QUAIL NO 1 1948.
 ET1087'
 ET1087'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 ET1087'CONCRETE PROJECTING ABOUT 2 INCHES, AND IS ABOUT 2-1/2 FEET LOWER
 ET1087'THAN THE STATION.  IT IS STAMPED QUAIL NO 2 1948.
 ET1087'
 ET1087'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 ET1087'PROJECTING ABOUT 2 INCHES, 15 FEET SOUTH SOUTHWEST OF THE WIND
 ET1087'SOCK ON THE WEST SIDE OF THE AIRFIELD, AND IS 0.5 MILE NORTH OF
 ET1087'THE SOUTH END OF FIELD, AND ABOUT 1/2 MILE AIRLINE NORTH
 ET1087'NORTHWEST OF THE STATION.  IT IS STAMPED QUAIL 1948.
 ET1087
 ET1087                          STATION RECOVERY (1972)
 ET1087
 ET1087'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1087'GENERAL LOCATION IS 8 MILES N OF BILL WILLIAMS R., 20 MILES NW
 ET1087'OF ALAMO CROSSING, 26 MILES NE OF PARKER
 ET1087'
 ET1087'TO REACH AS DESCRIBED
 ET1087'
 ET1087'STATION MARK GOOD
 ET1087'
 ET1087'REFERENCE MARKS GOOD
 ET1087'
 ET1087'AZIMUTH MARK NOT SEARCHED FOR
 ET1087
 ET1087                          STATION RECOVERY (1976)
 ET1087
 ET1087'RECOVERY NOTE BY US ENGINEERS 1976 (FLC)
 ET1087'QUAIL 1948 RECOVERED GOOD.
 ET1087'
 ET1087'R.M. NO. 1 RECOVERED GOOD.
 ET1087'
 ET1087'R.M. NO. 2 RECOVERED GOOD.
 ET1087'
 ET1087'DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES N.E. OF PARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1302 ***********************************************************************
 DA1302  DESIGNATION -  QUAIL
 DA1302  PID         -  DA1302
 DA1302  STATE/COUNTY-  AZ/MARICOPA
 DA1302  USGS QUAD   -  PLATT WELL (1986)
 DA1302
 DA1302                         *CURRENT SURVEY CONTROL
 DA1302  ___________________________________________________________________
 DA1302* NAD 83(1992)-  32 37 40.93942(N)    112 37 09.31035(W)     ADJUSTED  
 DA1302* NAVD 88     -       827.6    (meters)    2715.     (feet)  VERTCON   
 DA1302  ___________________________________________________________________
 DA1302  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 DA1302  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DA1302  HORZ ORDER  -  THIRD
 DA1302
 DA1302.The horizontal coordinates were established by classical geodetic methods
 DA1302.and adjusted by the National Geodetic Survey in August 1993.
 DA1302
 DA1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1302
 DA1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1302
 DA1302.The geoid height was determined by GEOID03.
 DA1302
 DA1302;                    North         East     Units Scale Factor Converg.
 DA1302;SPC AZ C     -   180,722.685   147,432.837   MT  0.99995358   -0 22 43.8
 DA1302;SPC AZ C     -   592,922.19    483,703.53   iFT  0.99995358   -0 22 43.8
 DA1302;UTM  12      - 3,611,210.054   348,096.100   MT  0.99988454   -0 52 23.7
 DA1302
 DA1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1302!SPC AZ C     -   0.99987495  x   0.99995358  =   0.99982854
 DA1302!UTM  12      -   0.99987495  x   0.99988454  =   0.99975951
 DA1302
 DA1302:                Primary Azimuth Mark                     Grid Az
 DA1302:SPC AZ C     -  HAT BRIM                                 274 03 24.7
 DA1302:UTM  12      -  HAT BRIM                                 274 33 04.6
 DA1302
 DA1302|---------------------------------------------------------------------|
 DA1302| PID    Reference Object                     Distance      Geod. Az  |
 DA1302|                                                           dddmmss.s |
 DA1302| DA1564 HAT BRIM                            APPROX.11.5 KM 2734040.9 |
 DA1302|---------------------------------------------------------------------|
 DA1302
 DA1302                          SUPERSEDED SURVEY CONTROL
 DA1302
 DA1302  NAD 83(1986)-  32 37 40.92691(N)    112 37 09.31317(W) AD(       ) 3
 DA1302  NGVD 29 (06/20/88)  826.9    (m)         2713.     (f) VERT ANG    3  
 DA1302
 DA1302.Superseded values are not recommended for survey control.
 DA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1302.See file dsdata.txt to determine how the superseded data were derived.
 DA1302
 DA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4809611210(NAD 83)
 DA1302_MARKER: DS = TRIANGULATION STATION DISK
 DA1302_SETTING: 80 = SET IN A BOULDER
 DA1302_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1302+STABILITY: SURFACE MOTION
 DA1302
 DA1302  HISTORY     - Date     Condition        Report By
 DA1302  HISTORY     - 1949     MONUMENTED       USGS
 DA1302
 DA1302                          STATION DESCRIPTION
 DA1302
 DA1302'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DA1302'LOCATED ABOUT 23.0 MI SSE. OF GILA BEND, 2.5 MI W. OF
 DA1302'SAUCEDA-GILA BEND DESERT RD.  ON HIGHEST PART OF LARGE RANGE OF
 DA1302'BLACK LAVA HILLS.
 DA1302'
 DA1302'TO REACH FROM GILA BEND POST OFFICE, DRIVE 10.7 MI SW. ON STATE
 DA1302'HWY. 85 TO DIRT RD. S.  TURN S. ACROSS RR. TRACKS 9.5 MI TO RD.
 DA1302'FORKS.  TAKE LEFT FORK 0.7 MI TO RD. FORKS.  TAKE LEFT FORK 0.6 MI
 DA1302'TO GATE.  TURN RIGHT ALONG WEST SIDE OF FENCE FOLLOWING TRACK RD.
 DA1302'3.9 MI TO BASE OF HILLS.  THENCE 1.0 MI W. AROUND NORTH BASE OF
 DA1302'HILLS TO END OF RD. IN LOWER END OF LARGE CANYON.  PACK ABOUT 0.5
 DA1302'MI UP CANYON.  THENCE SW. UP RIDGE ON SOUTH SIDE OF FIRST DRAIN
 DA1302'FROM W.  A 45-MINUTE PACK.
 DA1302'
 DA1302'STATION MARK--STANDARD TABLET STAMPED---QUAIL 1949---, CEMENTED IN
 DA1302'DRILL HOLE IN NATURALLY-EMBEDDED BOULDER.
 DA1302'
 DA1302'RM 1--STANDARD RM TABLET STAMPED---QUAIL NO 1 1949---, CEMENTED IN
 DA1302'DRILL HOLE IN NATURALLY-EMBEDDED BOULDER.
 DA1302'
 DA1302'RM 2--STANDARD RM TABLET STAMPED---QUAIL NO 2 1949---, CEMENTED IN
 DA1302'DRILL HOLE IN NATURALLY-EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1362 ***********************************************************************
 FS1362  DESIGNATION -  QUAIL
 FS1362  PID         -  FS1362
 FS1362  STATE/COUNTY-  AZ/MOHAVE
 FS1362  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1362
 FS1362                         *CURRENT SURVEY CONTROL
 FS1362  ___________________________________________________________________
 FS1362* NAD 83(1992)-  35 26 49.77528(N)    114 17 07.61487(W)     ADJUSTED  
 FS1362* NAVD 88     -      1129.1    (meters)    3704.     (feet)  VERTCON   
 FS1362  ___________________________________________________________________
 FS1362  LAPLACE CORR-           8.12  (seconds)                    DEFLEC99
 FS1362  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS1362  HORZ ORDER  -  SECOND
 FS1362
 FS1362.The horizontal coordinates were established by classical geodetic methods
 FS1362.and adjusted by the National Geodetic Survey in August 1993.
 FS1362
 FS1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1362
 FS1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1362
 FS1362.The geoid height was determined by GEOID03.
 FS1362
 FS1362;                    North         East     Units Scale Factor Converg.
 FS1362;SPC AZ W     -   493,327.426   164,750.289   MT  0.99996244   -0 18 37.9
 FS1362;SPC AZ W     - 1,618,528.30    540,519.32   iFT  0.99996244   -0 18 37.9
 FS1362;UTM  11      - 3,926,019.620   746,382.630   MT  1.00034815   +1 34 30.4
 FS1362
 FS1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1362!SPC AZ W     -   0.99982727  x   0.99996244  =   0.99978971
 FS1362!UTM  11      -   0.99982727  x   1.00034815  =   1.00017536
 FS1362
 FS1362:                Primary Azimuth Mark                     Grid Az
 FS1362:SPC AZ W     -  HILLSIDE                                 178 56 41.3
 FS1362:UTM  11      -  HILLSIDE                                 177 03 33.0
 FS1362
 FS1362|---------------------------------------------------------------------|
 FS1362| PID    Reference Object                     Distance      Geod. Az  |
 FS1362|                                                           dddmmss.s |
 FS1362| FS1356 HILLSIDE                            APPROX. 1.4 KM 1783803.4 |
 FS1362| CS4824 QUAIL RM 1                            6.120 METERS 20147     |
 FS1362|---------------------------------------------------------------------|
 FS1362
 FS1362                          SUPERSEDED SURVEY CONTROL
 FS1362
 FS1362  NAD 83(1986)-  35 26 49.77248(N)    114 17 07.61114(W) AD(       ) 2
 FS1362  NGVD 29 (11/23/90) 1128.2    (m)         3701.     (f) VERT ANG    3  
 FS1362
 FS1362.Superseded values are not recommended for survey control.
 FS1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1362.See file dsdata.txt to determine how the superseded data were derived.
 FS1362
 FS1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4638326020(NAD 83)
 FS1362_MARKER: DS = TRIANGULATION STATION DISK
 FS1362_SETTING: 66 = SET IN ROCK OUTCROP
 FS1362_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1362+STABILITY: POSITION/ELEVATION WELL
 FS1362
 FS1362  HISTORY     - Date     Condition        Report By
 FS1362  HISTORY     - 1938     MONUMENTED       USGS
 FS1362  HISTORY     - 1981     GOOD             AZDT
 FS1362
 FS1362                          STATION DESCRIPTION
 FS1362
 FS1362'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1362'THE STATION IS LOCATED ON TOP OF A KNOLL ON THE WEST END OF A SPUR
 FS1362'RIDGE EXTENDING WEST FROM CERBAT MOUNTAIN.  IT IS 24 MILES NORTHWEST
 FS1362'OF KINGMAN AND 0.8 MILE EAST OF U.S. HIGHWAY 93.
 FS1362'
 FS1362'THE STATION MARK IS A USGS DISK WHICH IS UNSTAMPED---AND SET VERTICALL
 FS1362'IN ROCK.
 FS1362'
 FS1362'REFERENCE MARK 1 IS AN UNSTAMPED---USGS DISK SET IN A DRILL HOLE.
 FS1362'
 FS1362'REFERENCE MARK 2 IS A 1 INCH DRILL HOLE IN ROCK.
 FS1362'
 FS1362'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1362'STOCKTON HILL ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT ALONG
 FS1362'U.S. 66 FOR 2.3 MILES TO U.S 93 AND I 40 TRAFFIC INTERCHANGE.  TRAVEL
 FS1362'NORTH ALONG US 93 TO MILE POST 49 AND A GATE ON THE RIGHT.  THE GATE
 FS1362'IS 3.9 MILES NORTHWEST OF GRASSHOPPER JUNCTION.  PASS THROUGH GATE AND
 FS1362'FOLLOW THE TRACK ROAD TOWARD THE HILL TO THE EAST TO THE END OF TRUCK
 FS1362'TRAVEL.  PACK TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2282 ***********************************************************************
 DV2282  DESIGNATION -  QUAIL
 DV2282  PID         -  DV2282
 DV2282  STATE/COUNTY-  AZ/MARICOPA
 DV2282  USGS QUAD   -  OUTLAW HILL (1990)
 DV2282
 DV2282                         *CURRENT SURVEY CONTROL
 DV2282  ___________________________________________________________________
 DV2282* NAD 83(1992)-  33 56 33.33821(N)    112 57 52.99362(W)     ADJUSTED  
 DV2282* NAVD 88     -       764.3    (meters)    2508.     (feet)  VERTCON   
 DV2282  ___________________________________________________________________
 DV2282  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DV2282  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV2282  HORZ ORDER  -  SECOND
 DV2282
 DV2282.The horizontal coordinates were established by classical geodetic methods
 DV2282.and adjusted by the National Geodetic Survey in August 1993.
 DV2282
 DV2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2282
 DV2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2282
 DV2282.The geoid height was determined by GEOID03.
 DV2282
 DV2282;                    North         East     Units Scale Factor Converg.
 DV2282;SPC AZ C     -   326,781.686   116,478.329   MT  1.00001567   -0 35 06.9
 DV2282;SPC AZ C     - 1,072,118.39    382,146.75   iFT  1.00001567   -0 35 06.9
 DV2282;UTM  12      - 3,757,529.610   318,426.860   MT  1.00000643   -1 05 50.4
 DV2282
 DV2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2282!SPC AZ C     -   0.99988469  x   1.00001567  =   0.99990036
 DV2282!UTM  12      -   0.99988469  x   1.00000643  =   0.99989112
 DV2282
 DV2282|---------------------------------------------------------------------|
 DV2282| PID    Reference Object                     Distance      Geod. Az  |
 DV2282|                                                           dddmmss.s |
 DV2282| CS6650 QUAIL RM 1                           12.120 METERS 08626     |
 DV2282| CS6651 QUAIL RM 2                           12.182 METERS 26555     |
 DV2282|---------------------------------------------------------------------|
 DV2282
 DV2282                          SUPERSEDED SURVEY CONTROL
 DV2282
 DV2282  NAD 83(1986)-  33 56 33.33556(N)    112 57 52.99353(W) AD(       ) 2
 DV2282  NGVD 29 (11/27/91)  763.6    (m)         2505.     (f) VERT ANG    3  
 DV2282
 DV2282.Superseded values are not recommended for survey control.
 DV2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2282.See file dsdata.txt to determine how the superseded data were derived.
 DV2282
 DV2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1842757530(NAD 83)
 DV2282_MARKER: DS = TRIANGULATION STATION DISK
 DV2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2282+STABILITY: SURFACE MOTION
 DV2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2282+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV2282
 DV2282  HISTORY     - Date     Condition        Report By
 DV2282  HISTORY     - 1985     MONUMENTED       AZDT
 DV2282  HISTORY     - 20070428 GOOD             GEOCAC
 DV2282
 DV2282                          STATION DESCRIPTION
 DV2282
 DV2282'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2282'THE STATION IS LOCATED 14 MILES SOUTHWEST OF WICKENBURG, 12 MILES EAST
 DV2282'OF AGUILA AND ALONG THE NORTH SIDE OF U.S. HIGHWAY 60.
 DV2282'
 DV2282'THE STATION MARK IS AN AZDT DISK STAMPED---QUAIL 1985---.  IT IS SET
 DV2282'IN TOP OF A 10 INCH CONCRETE MONUMENT 134 FEET SOUTH OF U.S. HIGHWAY
 DV2282'60  74 FEET NORTH OF THE RIGHT OF WAY FENCE AND 3 FEET SOUTH OF THE
 DV2282'WITNESS POST.
 DV2282'
 DV2282'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---QUAIL 1985---.  IT IS SET
 DV2282'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 76 FEET NORTH OF THE
 DV2282'RIGHT OF WAY FENCE.
 DV2282'
 DV2282'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---QUAIL 1985---.  IT IS SET
 DV2282'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 72 FEET NORTH OF THE
 DV2282'RIGHT OF WAY FENCE.
 DV2282'
 DV2282'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 93 AND 89
 DV2282'IN WICKENBURG TRAVEL WEST ALONG U.S. HIGHWAY 60 FOR 18.65 MILES TO
 DV2282'MILE POST 96.3 AND THE STATION ON THE LEFT.
 DV2282
 DV2282                          STATION RECOVERY (2007)
 DV2282
 DV2282'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2261 ***********************************************************************
 CZ2261  DESIGNATION -  QUAJOTE
 CZ2261  PID         -  CZ2261
 CZ2261  STATE/COUNTY-  AZ/PINAL
 CZ2261  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ2261
 CZ2261                         *CURRENT SURVEY CONTROL
 CZ2261  ___________________________________________________________________
 CZ2261* NAD 83(1992)-  32 37 16.31004(N)    111 59 50.40816(W)     ADJUSTED  
 CZ2261* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 CZ2261  ___________________________________________________________________
 CZ2261  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CZ2261  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CZ2261  HORZ ORDER  -  THIRD
 CZ2261
 CZ2261.The horizontal coordinates were established by classical geodetic methods
 CZ2261.and adjusted by the National Geodetic Survey in August 1993.
 CZ2261
 CZ2261.The orthometric height was scaled from a topographic map.
 CZ2261
 CZ2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2261
 CZ2261.The geoid height was determined by GEOID03.
 CZ2261
 CZ2261;                    North         East     Units Scale Factor Converg.
 CZ2261;SPC AZ C     -   179,748.975   205,789.935   MT  0.99990071   -0 02 36.6
 CZ2261;SPC AZ C     -   589,727.61    675,163.83   iFT  0.99990071   -0 02 36.6
 CZ2261;UTM  12      - 3,609,733.126   406,434.989   MT  0.99970795   -0 32 15.7
 CZ2261
 CZ2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2261!SPC AZ C     -   0.99992588  x   0.99990071  =   0.99982660
 CZ2261!UTM  12      -   0.99992588  x   0.99970795  =   0.99963386
 CZ2261
 CZ2261|---------------------------------------------------------------------|
 CZ2261| PID    Reference Object                     Distance      Geod. Az  |
 CZ2261|                                                           dddmmss.s |
 CZ2261| CH6157 QUAJOTE RM 1                         13.544 METERS 08045     |
 CZ2261| CH6156 QUAJOTE AZ MK                                      1541324.6 |
 CZ2261| CH6158 QUAJOTE RM 2                         10.370 METERS 17046     |
 CZ2261|---------------------------------------------------------------------|
 CZ2261
 CZ2261                          SUPERSEDED SURVEY CONTROL
 CZ2261
 CZ2261  NAD 83(1986)-  32 37 16.30024(N)    111 59 50.41093(W) AD(       ) 3
 CZ2261  NAD 27      -  32 37 16.09400(N)    111 59 47.91500(W) AD(       ) 3
 CZ2261
 CZ2261.Superseded values are not recommended for survey control.
 CZ2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2261.See file dsdata.txt to determine how the superseded data were derived.
 CZ2261
 CZ2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0643509733(NAD 83)
 CZ2261_MARKER: DS = TRIANGULATION STATION DISK
 CZ2261_SETTING: 0 = UNSPECIFIED SETTING
 CZ2261
 CZ2261  HISTORY     - Date     Condition        Report By
 CZ2261  HISTORY     - 1936     MONUMENTED       CGS
 CZ2261
 CZ2261                          STATION DESCRIPTION
 CZ2261
 CZ2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2261'ON A LOW BRUSH-COVERED FLAT IN THE WEST SIDE OF T. 9 S., R.
 CZ2261'4 E., ABOUT 3 MILES NORTH OF QUAJOTE WELLS, AN INDIAN VILLAGE,
 CZ2261'AND ABOUT 6 MILES WEST-NORTHWEST OF JACK RABBIT STORE.  MARKED
 CZ2261'BY A STANDARD BRONZE DISK WELDED TO A 1-INCH ROD, 3 FEET LONG,
 CZ2261'PLACED IN CENTER OF A 6-INCH HOLE FILLED WITH CONCRETE,
 CZ2261'PROJECTING 12 INCHES ABOVE SURFACE OF GROUND.  REFERENCE MARK NO.
 CZ2261'1, SAME TYPE AS STATION MARK, IS 13.544 METERS (44.44 FEET)
 CZ2261'FROM STATION N 80 DEG 45 MIN E.  REFERENCE MARK NO. 2,
 CZ2261'SAME TYPE AS STATION MARK, IS 10.370 METERS (34.02 FEET) FROM
 CZ2261'STATION S 09 DEG 14 MIN E.  THE AZIMUTH MARK, A
 CZ2261'STANDARD BRONZE DISK IS ABOUT 12 FEET WEST OF
 CZ2261'CENTER LINE OF DIM ROAD LEADING TO STATION AND 0.2 MILE
 CZ2261'FROM STATION S 25 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2283 ***********************************************************************
 DV2283  DESIGNATION -  QUARRY
 DV2283  PID         -  DV2283
 DV2283  STATE/COUNTY-  AZ/MARICOPA
 DV2283  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV2283
 DV2283                         *CURRENT SURVEY CONTROL
 DV2283  ___________________________________________________________________
 DV2283* NAD 83(1992)-  33 56 14.51835(N)    113 02 20.02340(W)     ADJUSTED  
 DV2283* NAVD 88     -       734.4    (meters)    2409.     (feet)  VERTCON   
 DV2283  ___________________________________________________________________
 DV2283  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 DV2283  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV2283  HORZ ORDER  -  SECOND
 DV2283
 DV2283.The horizontal coordinates were established by classical geodetic methods
 DV2283.and adjusted by the National Geodetic Survey in August 1993.
 DV2283
 DV2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2283
 DV2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2283
 DV2283.The geoid height was determined by GEOID03.
 DV2283
 DV2283;                    North         East     Units Scale Factor Converg.
 DV2283;SPC AZ C     -   326,274.356   109,614.964   MT  1.00003264   -0 37 35.7
 DV2283;SPC AZ C     - 1,070,453.92    359,629.15   iFT  1.00003264   -0 37 35.7
 DV2283;UTM  12      - 3,757,083.640   311,559.249   MT  1.00003776   -1 08 19.0
 DV2283
 DV2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2283!SPC AZ C     -   0.99988940  x   1.00003264  =   0.99992204
 DV2283!UTM  12      -   0.99988940  x   1.00003776  =   0.99992716
 DV2283
 DV2283|---------------------------------------------------------------------|
 DV2283| PID    Reference Object                     Distance      Geod. Az  |
 DV2283|                                                           dddmmss.s |
 DV2283| CS6652 QUARRY RM 1                          11.240 METERS 06808     |
 DV2283| CS6653 QUARRY RM 2                           9.167 METERS 23150     |
 DV2283|---------------------------------------------------------------------|
 DV2283
 DV2283                          SUPERSEDED SURVEY CONTROL
 DV2283
 DV2283  NAD 83(1986)-  33 56 14.51752(N)    113 02 20.02485(W) AD(       ) 2
 DV2283  NGVD 29 (11/27/91)  733.7    (m)         2407.     (f) VERT ANG    3  
 DV2283
 DV2283.Superseded values are not recommended for survey control.
 DV2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2283.See file dsdata.txt to determine how the superseded data were derived.
 DV2283
 DV2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1155957084(NAD 83)
 DV2283_MARKER: DS = TRIANGULATION STATION DISK
 DV2283_SETTING: 66 = SET IN ROCK OUTCROP
 DV2283_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2283+STABILITY: POSITION/ELEVATION WELL
 DV2283
 DV2283  HISTORY     - Date     Condition        Report By
 DV2283  HISTORY     - 1985     MONUMENTED       AZDT
 DV2283
 DV2283                          STATION DESCRIPTION
 DV2283
 DV2283'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2283'THE STATION IS LOCATED 8 MILES EAST OF AGUILA ON TOP OF A LOW HILL
 DV2283'WHICH IS ABOUT 1700 FEET SOUTH OF U.S. HIGHWAY 60.
 DV2283'
 DV2283'THE STATION MARK IS AN AZDT DISK STAMPED---QUARRY 1985---.  IT IS SET
 DV2283'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.  IT IS 6 FEET SOUTH OF THE
 DV2283'WITNESS POST.
 DV2283'
 DV2283'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---QUARRY RM 1 1985---.  IT IS
 DV2283'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.
 DV2283'
 DV2283'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---QUARRY RM 2 1985---.  IT IS
 DV2283'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.
 DV2283'
 DV2283'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ALONG
 DV2283'U.S. HIGHWAY 60 FOR 7.4 MILES TO MILE POST 91.8 AND A DIRT ROAD ON THE
 DV2283'RIGHT.  TURN RIGHT AND PASS THROUGH A GATE.  TRAVEL SOUTH ON THE
 DV2283'BLADED ROAD FOR 0.35 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT
 DV2283'AND TRAVEL UP THE HILL FOR 0.15 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0992 ***********************************************************************
 FR0992  DESIGNATION -  QUARTERMASTER
 FR0992  PID         -  FR0992
 FR0992  STATE/COUNTY-  AZ/MOHAVE
 FR0992  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0992
 FR0992                         *CURRENT SURVEY CONTROL
 FR0992  ___________________________________________________________________
 FR0992* NAD 83(1992)-  35 54 46.62253(N)    113 51 15.81017(W)     ADJUSTED  
 FR0992* NAVD 88     -      1577.8    (meters)    5176.     (feet)  VERTCON   
 FR0992  ___________________________________________________________________
 FR0992  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FR0992  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0992  HORZ ORDER  -  SECOND
 FR0992
 FR0992.The horizontal coordinates were established by classical geodetic methods
 FR0992.and adjusted by the National Geodetic Survey in August 1993.
 FR0992
 FR0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0992
 FR0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0992
 FR0992.The geoid height was determined by GEOID03.
 FR0992
 FR0992;                    North         East     Units Scale Factor Converg.
 FR0992;SPC AZ W     -   544,878.221   203,937.951   MT  0.99993443   -0 03 40.4
 FR0992;SPC AZ W     - 1,787,658.21    669,087.77   iFT  0.99993443   -0 03 40.4
 FR0992;UTM  12      - 3,978,058.650   242,424.522   MT  1.00041759   -1 40 30.6
 FR0992
 FR0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0992!SPC AZ W     -   0.99975651  x   0.99993443  =   0.99969095
 FR0992!UTM  12      -   0.99975651  x   1.00041759  =   1.00017399
 FR0992
 FR0992|---------------------------------------------------------------------|
 FR0992| PID    Reference Object                     Distance      Geod. Az  |
 FR0992|                                                           dddmmss.s |
 FR0992| CH3135 QUARTERMASTER RM 1                    7.980 METERS 10421     |
 FR0992| CH3134 QUARTERMASTER AZ MK                                1505828.2 |
 FR0992| CH3136 QUARTERMASTER RM 2                    7.905 METERS 21955     |
 FR0992|---------------------------------------------------------------------|
 FR0992
 FR0992                          SUPERSEDED SURVEY CONTROL
 FR0992
 FR0992  NAD 83(1986)-  35 54 46.61511(N)    113 51 15.80768(W) AD(       ) 2
 FR0992  NAD 27      -  35 54 46.65900(N)    113 51 12.98200(W) AD(       ) 2
 FR0992  NGVD 29 (07/19/86) 1577.0    (m)         5174.     (f) VERT ANG    3  
 FR0992
 FR0992.Superseded values are not recommended for survey control.
 FR0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0992.See file dsdata.txt to determine how the superseded data were derived.
 FR0992
 FR0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4242578059(NAD 83)
 FR0992_MARKER: DS = TRIANGULATION STATION DISK
 FR0992_SETTING: 0 = UNSPECIFIED SETTING
 FR0992
 FR0992  HISTORY     - Date     Condition        Report By
 FR0992  HISTORY     - 1936     MONUMENTED       CGS
 FR0992
 FR0992                          STATION DESCRIPTION
 FR0992
 FR0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0992'STATION IS 35 MILES AIRLINE NORTHWEST OF PEACH SPRINGS, ON
 FR0992'THE HUALPAI INDIAN RESERVATION.
 FR0992'
 FR0992'STATION IS REACHED FROM PEACH SPRINGS POST OFFICE AS FOLLOWS--
 FR0992'GO WEST ON U.S. HIGHWAY 66 FOR 1.9 MILES, TURN RIGHT ON DIRT
 FR0992'ROAD, GO 0.8 MILE TO Y, TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 FR0992'36.7 MILES TO END OF THE CIVILIAN CONSERVATION CORPS CONSTRUCTION
 FR0992'ON THIS ROAD, CONTINUE ON MAIN ROAD 6.7 MILES TO A CORRAL
 FR0992'WITH TWO WIRE GATES AND A CATCH RESERVOIR 0.8 MILE FURTHER
 FR0992'ON.  FROM THE CATCH RESERVOIR CONTINUE 1.8 MILES TO A Y WITH
 FR0992'AN OLD SIGN IN THE CENTER, TAKE RIGHT FORK AND CONTINUE 1.4
 FR0992'MILES TO STATION WHICH IS 13.6 METERS FROM THE CENTERLINE OF
 FR0992'THE ROAD ON THE RIGHT SIDE AT THE TOP OF A ROCKY RIDGE.
 FR0992'
 FR0992'AZIMUTH MARK, IS A STANDARD DISK IN A DRILL HOLE
 FR0992'IN A FLAT ROCK ON LEFT SIDE OF ROAD 0.2 MILE BEFORE REACHING
 FR0992'STATION.  STATION AND REFERENCE MARKS ARE DISKS SET IN ROCK.
 FR0992'
 FR0992'ROAD IS ROUGH AFTER PASSING THE END OF THE CIVILIAN CONSERVATION
 FR0992'CORPS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0947 ***********************************************************************
 ET0947  DESIGNATION -  QUARTZ
 ET0947  PID         -  ET0947
 ET0947  STATE/COUNTY-  AZ/YAVAPAI
 ET0947  USGS QUAD   -  WILHOIT (1969)
 ET0947
 ET0947                         *CURRENT SURVEY CONTROL
 ET0947  ___________________________________________________________________
 ET0947* NAD 83(1992)-  34 25 35.23955(N)    112 32 58.28203(W)     ADJUSTED  
 ET0947* NAVD 88     -      1761.8    (meters)    5780.     (feet)  VERTCON   
 ET0947  ___________________________________________________________________
 ET0947  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 ET0947  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 ET0947  HORZ ORDER  -  SECOND
 ET0947
 ET0947.The horizontal coordinates were established by classical geodetic methods
 ET0947.and adjusted by the National Geodetic Survey in August 1993.
 ET0947
 ET0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0947
 ET0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0947
 ET0947.The geoid height was determined by GEOID03.
 ET0947
 ET0947;                    North         East     Units Scale Factor Converg.
 ET0947;SPC AZ C     -   380,135.836   155,192.900   MT  0.99994169   -0 21 28.1
 ET0947;SPC AZ C     - 1,247,164.82    509,163.06   iFT  0.99994169   -0 21 28.1
 ET0947;UTM  12      - 3,810,530.785   357,617.662   MT  0.99984989   -0 52 34.2
 ET0947
 ET0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0947!SPC AZ C     -   0.99972775  x   0.99994169  =   0.99966946
 ET0947!UTM  12      -   0.99972775  x   0.99984989  =   0.99957768
 ET0947
 ET0947|---------------------------------------------------------------------|
 ET0947| PID    Reference Object                     Distance      Geod. Az  |
 ET0947|                                                           dddmmss.s |
 ET0947| CH3137 QUARTZ RM 1                          11.004 METERS 18317     |
 ET0947| ET0950 PEEPLES                             APPROX.17.4 KM 2304907.3 |
 ET0947| CH3138 QUARTZ RM 2                           4.877 METERS 28659     |
 ET0947|---------------------------------------------------------------------|
 ET0947
 ET0947                          SUPERSEDED SURVEY CONTROL
 ET0947
 ET0947  NAD 83(1986)-  34 25 35.23777(N)    112 32 58.28192(W) AD(       ) 2
 ET0947  NAD 27      -  34 25 35.15136(N)    112 32 55.66650(W) AD(       ) 2
 ET0947  NGVD 29 (07/19/86) 1760.9    (m)         5777.     (f) VERT ANG    3  
 ET0947
 ET0947.Superseded values are not recommended for survey control.
 ET0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0947.See file dsdata.txt to determine how the superseded data were derived.
 ET0947
 ET0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5761810531(NAD 83)
 ET0947_MARKER: DD = SURVEY DISK
 ET0947_SETTING: 66 = SET IN ROCK OUTCROP
 ET0947_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0947+STABILITY: POSITION/ELEVATION WELL
 ET0947
 ET0947  HISTORY     - Date     Condition        Report By
 ET0947  HISTORY     - 1980     MONUMENTED       AZDT
 ET0947
 ET0947                          STATION DESCRIPTION
 ET0947
 ET0947'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0947'THE STATION IS LOCATED 2.5 MILES EAST OF WILHOIT ON TOP OF A ROCKY
 ET0947'NOSE WHICH PROJECTS TO THE WEST, 400 FEET SOUTH OF US HIGHWAY 89.
 ET0947'
 ET0947'THE STATION MARK IS AN ADOT DISK STAMPED QUARTZ 1980.  IT IS SET IN A
 ET0947'DRILL HOLE IN A BOULDER, 5 FEET SOUTH OF THE WITNESS POST.
 ET0947'
 ET0947'REFERENCE MARK 1 IS AN ADOT DISK STAMPED QUARTZ RM 1 1980.  IT IS SET
 ET0947'IN A DRILL HOLE IN A BOULDER.
 ET0947'
 ET0947'REFERENCE MARK 2 IS AN ADOT DISK STAMPED QUARTZ RM 2 1980.  IT IS SET
 ET0947'IN A DRILL HOLE IN A BOULDER.
 ET0947'
 ET0947'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT TRAVEL WEST FOR
 ET0947'1 BLOCK ALONG GOODWIN STREET TO US HIGHWAY 89.  TURN LEFT AND TRAVEL
 ET0947'SOUTH ALONG US HIGHWAY 89 13.35 MILES TO A TRAFFIC PULLOUT ON THE LEFT
 ET0947'END OF A RIGHT CURVE.  PACK SOUTH THROUGH BRUSH TO ROCK OUTCROP ON
 ET0947'WEST END OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2217 ***********************************************************************
 DV2217  DESIGNATION -  QUARTZ
 DV2217  PID         -  DV2217
 DV2217  STATE/COUNTY-  AZ/MARICOPA
 DV2217  USGS QUAD   -  OUTLAW HILL (1990)
 DV2217
 DV2217                         *CURRENT SURVEY CONTROL
 DV2217  ___________________________________________________________________
 DV2217* NAD 83(1992)-  33 55 27.82055(N)    112 56 10.06686(W)     ADJUSTED  
 DV2217* NAVD 88     -       829.5    (meters)    2721.     (feet)  VERTCON   
 DV2217  ___________________________________________________________________
 DV2217  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DV2217  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV2217  HORZ ORDER  -  FIRST
 DV2217
 DV2217.The horizontal coordinates were established by classical geodetic methods
 DV2217.and adjusted by the National Geodetic Survey in August 1993.
 DV2217
 DV2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2217
 DV2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2217
 DV2217.The geoid height was determined by GEOID03.
 DV2217
 DV2217;                    North         East     Units Scale Factor Converg.
 DV2217;SPC AZ C     -   324,736.444   119,101.303   MT  1.00000949   -0 34 08.4
 DV2217;SPC AZ C     - 1,065,408.28    390,752.31   iFT  1.00000949   -0 34 08.4
 DV2217;UTM  12      - 3,755,461.037   321,031.423   MT  0.99999486   -1 04 51.0
 DV2217
 DV2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2217!SPC AZ C     -   0.99987445  x   1.00000949  =   0.99988394
 DV2217!UTM  12      -   0.99987445  x   0.99999486  =   0.99986931
 DV2217
 DV2217:                Primary Azimuth Mark                     Grid Az
 DV2217:SPC AZ C     -  QUARTZ AZ MK                             013 47 05.6
 DV2217:UTM  12      -  QUARTZ AZ MK                             014 17 48.2
 DV2217
 DV2217|---------------------------------------------------------------------|
 DV2217| PID    Reference Object                     Distance      Geod. Az  |
 DV2217|                                                           dddmmss.s |
 DV2217| CH6159 QUARTZ AZ MK                                       0131257.2 |
 DV2217| CH6161 QUARTZ RM 2                           6.608 METERS 06600     |
 DV2217| CH6162 QUARTZ RM 3                           8.123 METERS 16801     |
 DV2217| DV1878 SEVEN MILE PEAK                     APPROX.10.6 KM 2725430.1 |
 DV2217| CH6160 QUARTZ RM 1                           9.687 METERS 35418     |
 DV2217|---------------------------------------------------------------------|
 DV2217
 DV2217                          SUPERSEDED SURVEY CONTROL
 DV2217
 DV2217  NAD 83(1986)-  33 55 27.81757(N)    112 56 10.06630(W) AD(       ) 1
 DV2217  NAD 27      -  33 55 27.71500(N)    112 56 07.41700(W) AD(       ) 1
 DV2217  NGVD 29 (11/27/91)  828.8    (m)         2719.     (f) VERT ANG    3  
 DV2217
 DV2217.Superseded values are not recommended for survey control.
 DV2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2217.See file dsdata.txt to determine how the superseded data were derived.
 DV2217
 DV2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2103155461(NAD 83)
 DV2217_MARKER: DS = TRIANGULATION STATION DISK
 DV2217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV2217+WITH SETTING: INFORMATION.
 DV2217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2217+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 DV2217
 DV2217  HISTORY     - Date     Condition        Report By
 DV2217  HISTORY     - 1924     MONUMENTED       CGS
 DV2217  HISTORY     - 1948     GOOD             CGS
 DV2217  HISTORY     - 1967     SEE DESCRIPTION  AMS
 DV2217  HISTORY     - 1971     GOOD             USAF
 DV2217  HISTORY     - 1985     GOOD             AZDT
 DV2217  HISTORY     - 20080930 GOOD             GEOCAC
 DV2217
 DV2217                          STATION DESCRIPTION
 DV2217
 DV2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2217'ABOUT 12 MILES WEST AND 3 MILES SOUTH OF WICKENBURG, ON A
 DV2217'LOW ROUNDED HILL IN SEC. 30, T. 7 N., R. 6 W.  TO REACH
 DV2217'FROM WICKENBURG-AGUILA ROAD, TAKE FORK LEADING SOUTHWEST
 DV2217'AT A POINT ABOUT 8 MILES WEST OF WICKENBURG.  FOLLOW MAIN
 DV2217'ROAD IN A SOUTHWESTERLY DIRECTION TO A POINT ABOUT 300 YARDS
 DV2217'NORTH OF THE STATION.  AN OLD ROAD CROSSES THE MAIN ROAD
 DV2217'AND PASSES JUST WEST OF THE HILL.  THE NORTH BRANCH CUTS
 DV2217'THROUGH TO THE WICKENBURG-AGUILA ROAD.  THERE IS SOME
 DV2217'OUTCROPPING WHITE QUARTZ ON THE SUMMIT OF THE HILL, WHICH IS
 DV2217'ABOUT 75 FEET HIGH.  MARKED BY A STANDARD BRONZE DISK.
 DV2217'THE REFERENCE MARK, A CROSS CUT IN
 DV2217'ROCK, IS 9.705 METERS (31.84 FEET) FROM STATION.
 DV2217
 DV2217                          STATION RECOVERY (1948)
 DV2217
 DV2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2217'STATION RECOVERED, MARK FOUND AS DESCRIBED AND IN GOOD
 DV2217'CONDITION.  TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE SET.
 DV2217'
 DV2217'THE STATION IS LOCATED ABOUT 12 MILES WEST AND 3 MILES SOUTH
 DV2217'OF WICKENBURG, 1 MILE SOUTH OF U.S. HIGHWAY 60 AND 70 ON
 DV2217'A LOW ROUND ISOLATED KNOLL.  THE STATION MARK IS A BRONZE
 DV2217'DISK, PROJECTS 5 INCHES, SET ON THE
 DV2217'HIGHEST POINT OF KNOLL AND IS STAMPED, QUARTZ 1924.
 DV2217'
 DV2217'REFERENCE MARK NO. 1 IS A CROSS CHISELED IN THE TOP OF A
 DV2217'BOULDER, PROJECTS 10 INCHES AND IS THE SAME ELEVATION AS
 DV2217'THE STATION MARK.
 DV2217'
 DV2217'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DV2217'PROJECTS 3 INCHES, IS THE SAME ELEVATION AS THE STATION
 DV2217'MARK AND IS STAMPED, QUARTZ NO 2 1948
 DV2217'
 DV2217'REFERENCE MARK NO. 3 IS A BRONZE DISK,
 DV2217'PROJECTS 10 INCHES, IS 18 INCHES LOWER THAN THE STATION
 DV2217'MARK AND IS STAMPED, QUARTZ NO 3 1948.
 DV2217'
 DV2217'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE WEST END OF
 DV2217'THE SOUTH CONCRETE HEADWALL OF A CULVERT ON U.S. HIGHWAY
 DV2217'60 AND 70.  IT IS STAMPED, QUARTZ 1948.
 DV2217'
 DV2217'TO REACH THE STATION FROM THE UNDERPASS IN WICKENBURG.  GO
 DV2217'WESTWARD ON U.S. HIGHWAY 60 AND 70, 12.05 MILES TO AZIMUTH
 DV2217'MARK ON LEFT.  CONTINUE ON HIGHWAY 0.35 MILE TO A ROAD LEFT.
 DV2217'TURN LEFT, PASS THROUGH GATE, GO 0.3 MILE TO A ROAD RIGHT.
 DV2217'TURN RIGHT, GO 0.9 MILE TO A ROAD LEFT.  TURN LEFT THEN
 DV2217'LEAVE ROAD AND GO SOUTHEASTERLY UP SLOPE OF KNOLL 0.3 MILE
 DV2217'TO HIGHEST POINT AND STATION.  A DRIVE STATION.
 DV2217
 DV2217                          STATION RECOVERY (1967)
 DV2217
 DV2217'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV2217'THE ROCK IN WHICH THE MARK WAS SET HAD BEEN PARTIALLY BROKEN
 DV2217'UP AND IS LOOSE IN GROUND.
 DV2217'
 DV2217'FOR DIRECTIONS TO R.M.S 2 AND 3 SEE HOR VOL. 33-W.  R.M.
 DV2217'NO. 1 NOT FOUND.  (CHISELED CROSS)
 DV2217'
 DV2217'DESCRIPTION ADEQUATE.
 DV2217'
 DV2217'CHECK MEASURMENTS TO R.M.S 2 AND 3.
 DV2217'
 DV2217'R.M. NO. 2 PUB. DIST. = 6.577 METERS CHECK = 6.605 METERS
 DV2217'
 DV2217'R.M. NO. 3 PUB. DIST. = 8.024 METERS CHECK = 8.120 METERS
 DV2217
 DV2217                          STATION RECOVERY (1971)
 DV2217
 DV2217'RECOVERY NOTE BY US AIR FORCE 1971 (JFW)
 DV2217'QUARTZ 1924-GOOD
 DV2217'
 DV2217'QUARTZ NO 2-GOOD
 DV2217'
 DV2217'QUARTZ NO 3-GOOD
 DV2217'
 DV2217'R.M. 1 CHISELED CROSS-GOOD
 DV2217
 DV2217                          STATION RECOVERY (1985)
 DV2217
 DV2217'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2217'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DV2217'THE AZIMUTH MARK COULD NOT BE RECOVERED.  A NEW ROUTE TO THE STATION
 DV2217'FOLLOWS.
 DV2217'
 DV2217'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND 89
 DV2217'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 12.8 MILES TO MILE POST
 DV2217'97.9 AND A DIRT ROAD ON THE LEFT.  TURN LEFT PASSING THROUGH A GATE
 DV2217'AND TRAVEL SOUTH FOR 0.2 MILE TO A CORRAL ON THE LEFT, CONTINUE SOUTH
 DV2217'FOR 0.35 MILE TO A FORK.  STAY ON MAIN ROAD AND CONTINUE SOUTH FOR 0.5
 DV2217'MILE TO A FORK.  TAKE THE LEFT FORK SOUTH FOR 0.15 MILE TO A CROSS
 DV2217'ROAD, CONTINUE SOUTH FOR 0.55 MILE TO DIM TRACK ROAD ON THE RIGHT.
 DV2217'TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT
 DV2217'FORK NORTH FOR 0.1 MILE TO THE TOP OF HILL AND STATION.
 DV2217
 DV2217                          STATION RECOVERY (2008)
 DV2217
 DV2217'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV2217'RECOVERED STATION QUARTZ ALONG WITH RM 2 AND RM 3 IN GOOD CONDITION.
 DV2217'A CONCRETE
 DV2217'MONUMENT HAS BEEN POURED IN PLACE TO STABILIZE THE STATION, APPARENTLY
 DV2217'IN CONJUNCTION WITH
 DV2217'THE 1967 LOG.  THE CONCRETE MONUMENT BEARS THE DATE 2/12/67.  STAMPING
 DV2217'ON RM 3 LACKS A
 DV2217''3'.  SEARCHED FOR BUT DID NOT LOCATE RM 1 (CHISELED CROSS).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0874 ***********************************************************************
 ES0874  DESIGNATION -  QUAYLE
 ES0874  PID         -  ES0874
 ES0874  STATE/COUNTY-  AZ/COCONINO
 ES0874  USGS QUAD   -  QUAYLE HILL (1971)
 ES0874
 ES0874                         *CURRENT SURVEY CONTROL
 ES0874  ___________________________________________________________________
 ES0874* NAD 83(1992)-  34 43 13.27261(N)    111 05 18.03562(W)     ADJUSTED  
 ES0874* NAVD 88     -      1976.0    (meters)    6483.     (feet)  VERTCON   
 ES0874  ___________________________________________________________________
 ES0874  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 ES0874  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ES0874  HORZ ORDER  -  SECOND
 ES0874
 ES0874.The horizontal coordinates were established by classical geodetic methods
 ES0874.and adjusted by the National Geodetic Survey in August 1993.
 ES0874
 ES0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0874
 ES0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0874
 ES0874.The geoid height was determined by GEOID03.
 ES0874
 ES0874;                    North         East     Units Scale Factor Converg.
 ES0874;SPC AZ C     -   412,866.254   289,225.834   MT  0.99997092   +0 28 18.5
 ES0874;SPC AZ C     - 1,354,548.08    948,903.65   iFT  0.99997092   +0 28 18.5
 ES0874;UTM  12      - 3,842,035.598   491,911.203   MT  0.99960081   -0 03 01.1
 ES0874
 ES0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0874!SPC AZ C     -   0.99969362  x   0.99997092  =   0.99966455
 ES0874!UTM  12      -   0.99969362  x   0.99960081  =   0.99929456
 ES0874
 ES0874|---------------------------------------------------------------------|
 ES0874| PID    Reference Object                     Distance      Geod. Az  |
 ES0874|                                                           dddmmss.s |
 ES0874| DZ1301 QUAYLE RM 1                          19.357 METERS 09551     |
 ES0874| DZ1302 QUAYLE RM 2                          21.763 METERS 15918     |
 ES0874| ES0963 CHAVES                              APPROX. 6.8 KM 3315204.9 |
 ES0874|---------------------------------------------------------------------|
 ES0874
 ES0874                          SUPERSEDED SURVEY CONTROL
 ES0874
 ES0874  NAD 83(1986)-  34 43 13.26695(N)    111 05 18.03826(W) AD(       ) 2
 ES0874  NGVD 29 (07/10/87) 1975.1    (m)         6480.     (f) VERT ANG    3  
 ES0874
 ES0874.Superseded values are not recommended for survey control.
 ES0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0874.See file dsdata.txt to determine how the superseded data were derived.
 ES0874
 ES0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9191142036(NAD 83)
 ES0874_MARKER: DS = TRIANGULATION STATION DISK
 ES0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0874+STABILITY: SURFACE MOTION
 ES0874
 ES0874  HISTORY     - Date     Condition        Report By
 ES0874  HISTORY     - 1981     MONUMENTED       AZDT
 ES0874  HISTORY     - 19980818 GOOD             USPSQD
 ES0874  HISTORY     - 20080723 GOOD             GEOCAC
 ES0874
 ES0874                          STATION DESCRIPTION
 ES0874
 ES0874'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0874'THE STATION IS LOCATED 9.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0874'STATION ALONG ARIZONA HIGHWAY 87.
 ES0874'
 ES0874'THE STATION MARK IS AN AZDT DISK STAMPED---QUAYLE 1981---SET IN
 ES0874'TOP OF A CONCRETE MONUMENT 36 FEET SOUTHEAST OF THE HIGHWAY AND MARKED
 ES0874'WITH A SMALL CAIRN 5 FEET NORTHWEST.
 ES0874'
 ES0874'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---QUAYLE RM 1 1981---SET
 ES0874'IN A BOULDER 4 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 ES0874'
 ES0874'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---QUAYLE RM 2 1981---SET
 ES0874'IN A BOULDER 9 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 ES0874'
 ES0874'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0874'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0874'CONTINUE NORTH 11.2 MILES TO FOREST SERVICE TRAIL 69. CONTINUE NORTH
 ES0874'FOR 0.15 MILE TO STATION ON THE RIGHT AT BEGAINING OF A RIGHT CURVE.
 ES0874
 ES0874                          STATION RECOVERY (1998)
 ES0874
 ES0874'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0874'RECOVERED IN GOOD CONDITION.
 ES0874
 ES0874                          STATION RECOVERY (2008)
 ES0874
 ES0874'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0874'RECOVERED STATION QUAYLE ALONG WITH QUAYLE RM 1 AND QUAYLE RM 2 ALL IN
 ES0874'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2096 ***********************************************************************
 DU2096  DESIGNATION -  QUEEN
 DU2096  PID         -  DU2096
 DU2096  STATE/COUNTY-  AZ/MARICOPA
 DU2096  USGS QUAD   -  HIGLEY (1981)
 DU2096
 DU2096                         *CURRENT SURVEY CONTROL
 DU2096  ___________________________________________________________________
 DU2096* NAD 83(2007)-  33 21 53.34403(N)    111 38 40.68644(W)     ADJUSTED  
 DU2096* NAVD 88     -       428.2    (meters)    1405.     (feet)  VERTCON   
 DU2096  ___________________________________________________________________
 DU2096  EPOCH DATE  -        2007.00
 DU2096  X           -  -1,966,946.295 (meters)                     COMP
 DU2096  Y           -  -4,956,654.202 (meters)                     COMP
 DU2096  Z           -   3,488,041.179 (meters)                     COMP
 DU2096  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DU2096  ELLIP HEIGHT-         398.909 (meters)          (02/10/07) ADJUSTED
 DU2096  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU2096
 DU2096  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2096  Type    PID    Designation                      North   East  Ellip
 DU2096  -------------------------------------------------------------------
 DU2096  NETWORK DU2096 QUEEN                             4.35   3.45   9.78
 DU2096  -------------------------------------------------------------------
 DU2096
 DU2096.The horizontal coordinates were established by GPS observations
 DU2096.and adjusted by the National Geodetic Survey in February 2007.
 DU2096
 DU2096.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2096.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2096.The horizontal coordinates are valid at the epoch date displayed above.
 DU2096.The epoch date for horizontal control is a decimal equivalence
 DU2096.of Year/Month/Day.
 DU2096
 DU2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2096
 DU2096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2096
 DU2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2096
 DU2096.The ellipsoidal height was determined by GPS observations
 DU2096.and is referenced to NAD 83.
 DU2096
 DU2096.The geoid height was determined by GEOID03.
 DU2096
 DU2096;                    North         East     Units Scale Factor Converg.
 DU2096;SPC AZ C     -   262,241.651   238,674.589   MT  0.99990790   +0 08 58.6
 DU2096;SPC AZ C     -   860,372.87    783,053.11   iFT  0.99990790   +0 08 58.6
 DU2096;UTM  12      - 3,691,917.409   440,029.418   MT  0.99964434   -0 21 16.3
 DU2096
 DU2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2096!SPC AZ C     -   0.99993738  x   0.99990790  =   0.99984528
 DU2096!UTM  12      -   0.99993738  x   0.99964434  =   0.99958174
 DU2096
 DU2096|---------------------------------------------------------------------|
 DU2096| PID    Reference Object                     Distance      Geod. Az  |
 DU2096|                                                           dddmmss.s |
 DU2096| CH6165 QUEEN RM 3                           14.304 METERS 00637     |
 DU2096| CH6163 QUEEN AZ MK                                        1455323.1 |
 DU2096| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX.24.7 KM 2174434.6 |
 DU2096| CH6166 QUEEN RM 4                           14.728 METERS 26636     |
 DU2096| CH6164 QUEEN RM 1                           10.876 METERS 26716     |
 DU2096| DU2166 PHOENIX TUCSON AWY BCN O            APPROX.31.2 KM 2703327.9 |
 DU2096| DU2095 1407 PHNX                            28.370 METERS 32434     |
 DU2096|---------------------------------------------------------------------|
 DU2096
 DU2096                          SUPERSEDED SURVEY CONTROL
 DU2096
 DU2096  ELLIP H (06/11/02)  398.960  (m)                       GP(       ) 4 2
 DU2096  NAD 83(1992)-  33 21 53.34213(N)    111 38 40.68469(W) AD(       ) 2
 DU2096  ELLIP H (08/23/93)  399.019  (m)                       GP(       ) 4 2
 DU2096  NAD 83(1986)-  33 21 53.33712(N)    111 38 40.68816(W) AD(       ) 2
 DU2096  NAD 27      -  33 21 53.16300(N)    111 38 38.20700(W) AD(       ) 2
 DU2096  NGVD 29 (07/19/86)  427.7    (m)         1403.     (f) VERT ANG    3  
 DU2096
 DU2096.Superseded values are not recommended for survey control.
 DU2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2096.See file dsdata.txt to determine how the superseded data were derived.
 DU2096
 DU2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4002991917(NAD 83)
 DU2096_MARKER: DS = TRIANGULATION STATION DISK
 DU2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2096+STABILITY: SURFACE MOTION
 DU2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2096+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2096
 DU2096  HISTORY     - Date     Condition        Report By
 DU2096  HISTORY     - 1938     MONUMENTED       CGS
 DU2096  HISTORY     - 1974     GOOD             NGS
 DU2096  HISTORY     - 1975     GOOD             DMA
 DU2096  HISTORY     - 1981     GOOD             AZDT
 DU2096  HISTORY     - 1986     GOOD             AZDT
 DU2096  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2096
 DU2096                          STATION DESCRIPTION
 DU2096
 DU2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2096'LOCATED ABOUT 3.5 MILES S OF U.S. 60 AND ABOUT 2.3 MILES
 DU2096'NW OF DESERT WELLS.
 DU2096'
 DU2096'REACHED FROM MESA BY GOING W ON U.S. 60, 8.0 MILES TO BUCKHORN
 DU2096'SHELL STATION (GASOLINE STATION COMBINED WITH A CURIO SHOP AND
 DU2096'BAR).  THENCE CONTINUE E ON U.S. 60, 1.0 MILE TO A GRADED,
 DU2096'DIRT ROAD R.  HERE TURN R AND GO S 2.5 MILES TO A T-CROSS
 DU2096'ROAD.  HERE TURN L THRU A WIRE GATE AND GO 0.3 MILE TO A CORNER
 DU2096'OF A FIELD ON R.  HERE TURN R AND GO S ABOUT 100 YARDS TO A
 DU2096'TRACK ROAD SE WHICH FOLLOWS A TELEPHONE LINE.  THENCE FOLLOW
 DU2096'TRACK ROAD SE ALONG TELEPHONE LINE 1.1 MILES TO A WIRE GATE
 DU2096'IN A N-S FENCE LINE.  HERE TURN R BEFORE GOING THRU GATE
 DU2096'AND FOLLOW A TRACK ROAD S ALONG FENCE 0.5 MILE TO ANOTHER
 DU2096'WIRE GATE IN SAME FENCE.  THENCE TURN L THRU GATE AND GO E
 DU2096'1.0 MILE THRU A LANE AND TO A FENCE CORNER ON L AT STATION.
 DU2096'
 DU2096'STATION SETS INSIDE FENCE CORNER, 4.2 FEET N OF E-W FENCE,
 DU2096'AND 5.2 FEET W OF N-S FENCE.
 DU2096'
 DU2096'AZIMUTH MARK IS 0.3 MILE SE OF STATION, AT TELEPHONE LINE.
 DU2096'IT IS ABOUT 12 FEET E OF A TELEPHONE POLE.
 DU2096'
 DU2096'STATION, AZIMUTH, AND REFERENCE MRK NO. 1 PROJECT ABOUT
 DU2096'3 INCHES FROM GROUND.  REFERENCE MARK NO. 2 IS A U.S.G.S. BENCH
 DU2096'MARK WELDED INTO TOP OF A 2.5-INCH IRON PIPE WHICH PROJECTS
 DU2096'ABOUT 6 INCHES.  ITS DISTANCE FROM REFERENCE MARK NO. 1 IS
 DU2096'79.680 FEET (24.288 METERS).
 DU2096'
 DU2096'SURFACE (STATION), UNDERGROUND, REFERENCE MARK NO. 1, AND
 DU2096'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DU2096
 DU2096                          STATION RECOVERY (1974)
 DU2096
 DU2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 DU2096'THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE RECOVERED
 DU2096'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK, REFERENCE
 DU2096'MARK 1 AND 2 HAD BEEN DESTROYED.  THE STATION WAS REMONUMENTED
 DU2096'ON THE ORIGINAL POSITION AT THIS TIME AND REFERENCE MARKS
 DU2096'3 AND 4 WERE ESTABLISHED.
 DU2096'
 DU2096'THE STATION MARK IS A STANDARD DISK STAMPED QUEEN 1938-1974
 DU2096'AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 DU2096'IS 4.5 FEET NORTH OF AN EAST-WEST BARB-WIRE FENCE AND 6 FEET
 DU2096'WEST OF NORTH-SOUTH BARB-WIRE FENCE.
 DU2096'
 DU2096'REFERENCE MARK 3 IS A STANDARD DISK STAMPED QUEEN R.M. 3 1938
 DU2096'1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT.
 DU2096'THE MARK IS 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 37 FEET
 DU2096'EAST OF A NORTH-SOUTH CONCRETE IRRIGATION DITCH AND 1 FOOT
 DU2096'NORTH-WEST OF A WITNESS POST WHICH IS LOCATED IN NORTH-SOUTH
 DU2096'FENCE LINE.
 DU2096'
 DU2096'REFERENCE MARK 4 IS A STANDARD DISK STAMPED QUEEN R.M. 4 1938
 DU2096'1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2096'MARK IS 27 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE
 DU2096'IRRIGATION DITCH AND 1 FOOT NORTH OF WITNESS POST WHICH IS
 DU2096'LOCATED IN EAST-WEST FENCE.
 DU2096'
 DU2096'TO REACH THE STATION FROM US 60, 80 AND 89 (APACHE TRAIL) AND
 DU2096'ELLSWORTH RD., GO SOUTH ON ELLSWORTH RD. TO BASELINE RD. AND
 DU2096'TURN RIGHT (WEST) ON BASELINE RD. FOR 1 MILE TO AN IRRIGATION
 DU2096'PUMP ON THE LEFT.  TURN LEFT AND GO TO THE END OF THE FIELD
 DU2096'TO THE STATION IN THE FIELD CORNER MARKED BY WITNESS POST.
 DU2096'
 DU2096'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2096'
 DU2096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DU2096'SOUTHWEST APACHE JCT.
 DU2096
 DU2096                          STATION RECOVERY (1975)
 DU2096
 DU2096'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RLE)
 DU2096'STATION AND R.M. 3 AND R.M. 4 WERE FOUND IN GOOD CONDITION.
 DU2096
 DU2096                          STATION RECOVERY (1981)
 DU2096
 DU2096'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2096'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1974.
 DU2096'A NEW ROUTE TO THE STATION FOLLOWS.
 DU2096'
 DU2096'TO REACH THE STATION FROM U.S. HIGHWAYS 60 AND 89, AND ELLSWORTH
 DU2096'ROAD BETWEEN MESA AND APACHE JUNCTION, TRAVEL SOUTH ON ELLSWORTH ROAD
 DU2096'TO BASELINE ROAD, CONTINUE SOUTH ON ELLSWORTH ROAD FOR 1 MILE TO
 DU2096'GUADELUPE ROAD TURN RIGHT AND TRAVEL WEST FOR 0.5 MILE TO THE STATION
 DU2096'ON THE RIGHT.
 DU2096
 DU2096                          STATION RECOVERY (1986)
 DU2096
 DU2096'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DU2096'THE STATION WAS RECOVERED AT THIS DATE.
 DU2096'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DU2096'DESCRIPTION WAS ADEQUATE.
 DU2096
 DU2096                          STATION RECOVERY (2006)
 DU2096
 DU2096'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2096'DID NOT FIND STATION MARK, REFERENCE MARK 3, OR REFERENCE MARK 4. THE
 DU2096'ADJUSTED COORDINATES FOR THE STATION POINT INTO WESTBOUND LANES OF THE
 DU2096'NEW SANTAN FREEWAY AND GUADALUPE ROAD INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2170 ***********************************************************************
 DV2170  DESIGNATION -  QUINCE
 DV2170  PID         -  DV2170
 DV2170  STATE/COUNTY-  AZ/MARICOPA
 DV2170  USGS QUAD   -  RED PICACHO (1978)
 DV2170
 DV2170                         *CURRENT SURVEY CONTROL
 DV2170  ___________________________________________________________________
 DV2170* NAD 83(1992)-  33 57 05.51039(N)    112 33 01.53925(W)     ADJUSTED  
 DV2170* NAVD 88     -      1018.     (meters)    3340.     (feet)  SCALED    
 DV2170  ___________________________________________________________________
 DV2170  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DV2170  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DV2170  HORZ ORDER  -  FIRST
 DV2170
 DV2170.The horizontal coordinates were established by classical geodetic methods
 DV2170.and adjusted by the National Geodetic Survey in August 1993.
 DV2170
 DV2170.The orthometric height was scaled from a topographic map.
 DV2170
 DV2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2170
 DV2170.The geoid height was determined by GEOID03.
 DV2170
 DV2170;                    North         East     Units Scale Factor Converg.
 DV2170;SPC AZ C     -   327,459.013   154,782.306   MT  0.99994229   -0 21 14.3
 DV2170;SPC AZ C     - 1,074,340.59    507,815.96   iFT  0.99994229   -0 21 14.3
 DV2170;UTM  12      - 3,757,864.553   356,733.473   MT  0.99985303   -0 51 57.8
 DV2170
 DV2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2170!SPC AZ C     -   0.99984484  x   0.99994229  =   0.99978714
 DV2170!UTM  12      -   0.99984484  x   0.99985303  =   0.99969789
 DV2170
 DV2170:                Primary Azimuth Mark                     Grid Az
 DV2170:SPC AZ C     -  CASTLE                                   096 29 05.7
 DV2170:UTM  12      -  CASTLE                                   096 59 49.2
 DV2170
 DV2170|---------------------------------------------------------------------|
 DV2170| PID    Reference Object                     Distance      Geod. Az  |
 DV2170|                                                           dddmmss.s |
 DV2170| DV2167 CASTLE                              APPROX. 2.7 KM 0960751.4 |
 DV2170|---------------------------------------------------------------------|
 DV2170
 DV2170                          SUPERSEDED SURVEY CONTROL
 DV2170
 DV2170  NAD 83(1986)-  33 57 05.50721(N)    112 33 01.54241(W) AD(       ) 1
 DV2170  NAD 27      -  33 57 05.38500(N)    112 32 58.90900(W) AD(       ) 1
 DV2170
 DV2170.Superseded values are not recommended for survey control.
 DV2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2170.See file dsdata.txt to determine how the superseded data were derived.
 DV2170
 DV2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5673357865(NAD 83)
 DV2170_MARKER: DS = TRIANGULATION STATION DISK
 DV2170_SETTING: 66 = SET IN ROCK OUTCROP
 DV2170_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV2170_STAMPING: QUINCE 1924
 DV2170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2170+STABILITY: POSITION/ELEVATION WELL
 DV2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2170+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2007
 DV2170
 DV2170  HISTORY     - Date     Condition        Report By
 DV2170  HISTORY     - 1924     MONUMENTED       CGS
 DV2170  HISTORY     - 1980     GOOD             AZDT
 DV2170  HISTORY     - 19910819 GOOD             MCDOT
 DV2170  HISTORY     - 20071103 GOOD             GEOCAC
 DV2170
 DV2170                          STATION DESCRIPTION
 DV2170
 DV2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2170'ABOUT 7 MILES NORTH AND 4 MILES EAST OF HOT SPRINGS JUNCTION
 DV2170'OR MORRISTOWN, 2-1/2 MILES NORTHWEST OF THE TIPTON RANCH,
 DV2170'AND 2 MILES NORTHEAST OF THE VERMONT AND ARIZONA MINE, ON
 DV2170'A RIDGE FORMING THE DIVIDE BETWEEN SANTO DOMINGO WASH AND THE
 DV2170'WASH ON WHICH THE TIPTON RANCH IS LOCATED.  STATION IS ABOUT
 DV2170'ONE-FOURTH MILE NORTHWEST OF AND 100 FEET LOWER THAN THE HIGHEST
 DV2170'POINT OF THE MAIN RIDGE.  FRAGMENTS OF AN OLD ROAD ARE VISIBLE,
 DV2170'RUNNING AROUND THE NORTHWEST SIDE OF THE HILL.  MARKED BY
 DV2170'A STANDARD BRONZE DISK.
 DV2170
 DV2170                          STATION RECOVERY (1980)
 DV2170
 DV2170'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2170'THE STATION WAS RECOVERED AS DESCRIBED.
 DV2170
 DV2170                          STATION RECOVERY (1991)
 DV2170
 DV2170'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2170'EXCELLENT CONDITION.
 DV2170
 DV2170                          STATION RECOVERY (2007)
 DV2170
 DV2170'RECOVERY NOTE BY GEOCACHING 2007 (SK)
 DV2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0828 ***********************************************************************
 DA0828  DESIGNATION -  QUITO
 DA0828  PID         -  DA0828
 DA0828  STATE/COUNTY-  AZ/MARICOPA
 DA0828  USGS QUAD   -  SENTINEL NE (1986)
 DA0828
 DA0828                         *CURRENT SURVEY CONTROL
 DA0828  ___________________________________________________________________
 DA0828* NAD 83(1992)-  32 52 53.20088(N)    113 05 52.12970(W)     ADJUSTED  
 DA0828* NAVD 88     -       221.69   (+/-2cm)     727.3    (feet)  VERTCON   
 DA0828  ___________________________________________________________________
 DA0828  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DA0828  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DA0828  HORZ ORDER  -  SECOND
 DA0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0828
 DA0828.The horizontal coordinates were established by classical geodetic methods
 DA0828.and adjusted by the National Geodetic Survey in August 1993.
 DA0828
 DA0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0828.The vertical order pertains to the NGVD 29 superseded value.
 DA0828
 DA0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0828
 DA0828.The geoid height was determined by GEOID03.
 DA0828
 DA0828;                    North         East     Units Scale Factor Converg.
 DA0828;SPC AZ C     -   209,223.195   102,838.428   MT  1.00005057   -0 38 28.7
 DA0828;SPC AZ C     -   686,427.81    337,396.42   iFT  1.00005057   -0 38 28.7
 DA0828;UTM  12      - 3,640,095.034   303,751.164   MT  1.00007490   -1 08 21.4
 DA0828
 DA0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0828!SPC AZ C     -   0.99997016  x   1.00005057  =   1.00002073
 DA0828!UTM  12      -   0.99997016  x   1.00007490  =   1.00004506
 DA0828
 DA0828|---------------------------------------------------------------------|
 DA0828| PID    Reference Object                     Distance      Geod. Az  |
 DA0828|                                                           dddmmss.s |
 DA0828| DA0829 QUITO RM 1                           14.480 METERS 07854     |
 DA0828| DA0827 QUITO RM 2                           15.278 METERS 24613     |
 DA0828| DA0824 TART                                APPROX. 3.8 KM 2535144.2 |
 DA0828|---------------------------------------------------------------------|
 DA0828
 DA0828                          SUPERSEDED SURVEY CONTROL
 DA0828
 DA0828  NAD 83(1986)-  32 52 53.19495(N)    113 05 52.13563(W) AD(       ) 2
 DA0828  NAD 27      -  32 52 53.01660(N)    113 05 49.49410(W) AD(       ) 2
 DA0828  NGVD 29 (??/??/92)  221.081  (m)          725.33   (f) ADJ UNCH    2 0
 DA0828
 DA0828.Superseded values are not recommended for survey control.
 DA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0828.See file dsdata.txt to determine how the superseded data were derived.
 DA0828
 DA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0375140095(NAD 83)
 DA0828_MARKER: DS = TRIANGULATION STATION DISK
 DA0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0828_STAMPING: QUITO 1960
 DA0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0828+STABILITY: SURFACE MOTION
 DA0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0828+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0828
 DA0828  HISTORY     - Date     Condition        Report By
 DA0828  HISTORY     - 1960     MONUMENTED       CGS
 DA0828  HISTORY     - 1960     GOOD             CGS
 DA0828  HISTORY     - 1981     GOOD             NGS
 DA0828  HISTORY     - 20060128 GOOD             USPSQD
 DA0828  HISTORY     - 20060128 GOOD             USPSQD
 DA0828
 DA0828                          STATION DESCRIPTION
 DA0828
 DA0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0828'THE STATION IS 8.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE
 DA0828'PAINTED ROCK OVERPASS, 6.7 MILES EAST ALONG U.S. HIGHWAY
 DA0828'80 FROM THE WATER TANK AT SENTINEL, 0.2 MILE WEST OF THE LOWEST
 DA0828'PART OF THE VALLEY AND A DRAINAGE, 0.4 MILES WEST OF HIGHWAY
 DA0828'MILEPOST 97, ABOUT 60 METERS SOUTH OF THE CENTER LINE OF THE
 DA0828'HIGHWAY AND 5 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE LINE.
 DA0828'
 DA0828'THE STATION, WITH UNDERGROUND MARK, STAMPED QUITO 1960 IS A
 DA0828'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 4
 DA0828'INCHES.
 DA0828'
 DA0828'REFERENCE MARK 1, STAMPED QUITO NO 1 1960, IS A STANDARD
 DA0828'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 DA0828'IS IN THE RIGHT OF WAY FENCE LINE.
 DA0828'
 DA0828'REFERENCE MARK 2, STAMPED QUITO NO 2 1960, IS A STANDARD
 DA0828'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS ALSO
 DA0828'IN THE RIGHT OF WAY FENCE LINE.
 DA0828'
 DA0828'A 2-WHEEL DRIVE STATION.
 DA0828
 DA0828                          STATION RECOVERY (1960)
 DA0828
 DA0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0828'6.7 MI E FROM SENTINEL.
 DA0828'6.7 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0828'0.4 MILE WEST OF HIGHWAY MILE POST 97, 60 METERS SOUTH OF THE
 DA0828'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 50.12 FEET EAST OF R.M. 2,
 DA0828'47.51 FEET WEST OF R.M. 1, 5 FEET NORTH OF A FENCE, SET IN A SQUARE
 DA0828'CONCRETE POST PROJECTING 4 INCHES.
 DA0828
 DA0828                          STATION RECOVERY (1981)
 DA0828
 DA0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA0828'THE STATION WAS RECOVERED USING ITS POSITION INPUT INTO AN INERTIAL
 DA0828'SURVEY SYSTEM MOUNTED IN A HELICOPTER.
 DA0828
 DA0828                          STATION RECOVERY (2006)
 DA0828
 DA0828'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0828'RECOVERED AS DESCRIBED.
 DA0828
 DA0828                          STATION RECOVERY (2006)
 DA0828
 DA0828'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0829 ***********************************************************************
 DA0829  DESIGNATION -  QUITO RM 1
 DA0829  PID         -  DA0829
 DA0829  STATE/COUNTY-  AZ/MARICOPA
 DA0829  USGS QUAD   -  SENTINEL NE (1986)
 DA0829
 DA0829                         *CURRENT SURVEY CONTROL
 DA0829  ___________________________________________________________________
 DA0829* NAD 83(1986)-  32 52 53.     (N)    113 05 52.     (W)     SCALED    
 DA0829* NAVD 88     -       221.67   (+/-2cm)     727.3    (feet)  VERTCON   
 DA0829  ___________________________________________________________________
 DA0829  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DA0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0829
 DA0829.The horizontal coordinates were scaled from a topographic map and have
 DA0829.an estimated accuracy of +/- 6 seconds.
 DA0829
 DA0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0829.The vertical order pertains to the NGVD 29 superseded value.
 DA0829
 DA0829.The geoid height was determined by GEOID03.
 DA0829
 DA0829;                    North         East    Units  Estimated Accuracy
 DA0829;SPC AZ C     -   209,220.      102,840.      MT  (+/- 180 meters Scaled)
 DA0829
 DA0829                          SUPERSEDED SURVEY CONTROL
 DA0829
 DA0829  NGVD 29 (??/??/92)  221.055  (m)          725.24   (f) ADJ UNCH    2 0
 DA0829
 DA0829.Superseded values are not recommended for survey control.
 DA0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0829.See file dsdata.txt to determine how the superseded data were derived.
 DA0829
 DA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB037400(NAD 83)
 DA0829_MARKER: DR = REFERENCE MARK DISK
 DA0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0829_STAMPING: QUITO NO 1 1960
 DA0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0829+STABILITY: SURFACE MOTION
 DA0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0829+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0829
 DA0829  HISTORY     - Date     Condition        Report By
 DA0829  HISTORY     - 1960     MONUMENTED       CGS
 DA0829  HISTORY     - 20060128 GOOD             USPSQD
 DA0829  HISTORY     - 20060128 GOOD             USPSQD
 DA0829
 DA0829                          STATION DESCRIPTION
 DA0829
 DA0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0829'6.7 MI E FROM SENTINEL.
 DA0829'6.7 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0829'47.51 FEET EAST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST
 DA0829'PROJECTING 3 INCHES.
 DA0829
 DA0829                          STATION RECOVERY (2006)
 DA0829
 DA0829'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0829'RECOVERED AS DESCRIBED.
 DA0829
 DA0829                          STATION RECOVERY (2006)
 DA0829
 DA0829'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0829'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0827 ***********************************************************************
 DA0827  DESIGNATION -  QUITO RM 2
 DA0827  PID         -  DA0827
 DA0827  STATE/COUNTY-  AZ/MARICOPA
 DA0827  USGS QUAD   -  SENTINEL NE (1986)
 DA0827
 DA0827                         *CURRENT SURVEY CONTROL
 DA0827  ___________________________________________________________________
 DA0827* NAD 83(1986)-  32 52 53.     (N)    113 05 52.     (W)     SCALED    
 DA0827* NAVD 88     -       221.68   (+/-2cm)     727.3    (feet)  VERTCON   
 DA0827  ___________________________________________________________________
 DA0827  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DA0827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0827
 DA0827.The horizontal coordinates were scaled from a topographic map and have
 DA0827.an estimated accuracy of +/- 6 seconds.
 DA0827
 DA0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0827.The vertical order pertains to the NGVD 29 superseded value.
 DA0827
 DA0827.The geoid height was determined by GEOID03.
 DA0827
 DA0827;                    North         East    Units  Estimated Accuracy
 DA0827;SPC AZ C     -   209,220.      102,840.      MT  (+/- 180 meters Scaled)
 DA0827
 DA0827                          SUPERSEDED SURVEY CONTROL
 DA0827
 DA0827  NGVD 29 (??/??/92)  221.061  (m)          725.26   (f) ADJ UNCH    2 0
 DA0827
 DA0827.Superseded values are not recommended for survey control.
 DA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0827.See file dsdata.txt to determine how the superseded data were derived.
 DA0827
 DA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB037400(NAD 83)
 DA0827_MARKER: DR = REFERENCE MARK DISK
 DA0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0827_STAMPING: QUITO NO 2 1960
 DA0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0827+STABILITY: SURFACE MOTION
 DA0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0827+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0827
 DA0827  HISTORY     - Date     Condition        Report By
 DA0827  HISTORY     - 1960     MONUMENTED       CGS
 DA0827  HISTORY     - 20060128 GOOD             USPSQD
 DA0827  HISTORY     - 20060128 GOOD             USPSQD
 DA0827
 DA0827                          STATION DESCRIPTION
 DA0827
 DA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0827'6.7 MI E FROM SENTINEL.
 DA0827'6.7 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0827'50.12 FEET WEST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST
 DA0827'PROJECTING 3 INCHES.
 DA0827
 DA0827                          STATION RECOVERY (2006)
 DA0827
 DA0827'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0827'RECOVERED AS DESCRIBED.
 DA0827
 DA0827                          STATION RECOVERY (2006)
 DA0827
 DA0827'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0827'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1412 ***********************************************************************
 DA1412  DESIGNATION -  QUITOVAGUITA
 DA1412  PID         -  DA1412
 DA1412  STATE/COUNTY-  AZ/PIMA
 DA1412  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA1412
 DA1412                         *CURRENT SURVEY CONTROL
 DA1412  ___________________________________________________________________
 DA1412* NAD 83(1992)-  32 01 32.35057(N)    113 08 43.73398(W)     ADJUSTED  
 DA1412* NAVD 88     -       869.4    (meters)    2852.     (feet)  VERTCON   
 DA1412  ___________________________________________________________________
 DA1412  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DA1412  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DA1412  HORZ ORDER  -  SECOND
 DA1412
 DA1412.The horizontal coordinates were established by classical geodetic methods
 DA1412.and adjusted by the National Geodetic Survey in August 1993.
 DA1412
 DA1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1412
 DA1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1412
 DA1412.The geoid height was determined by GEOID03.
 DA1412
 DA1412;                    North         East     Units Scale Factor Converg.
 DA1412;SPC AZ C     -   114,371.451    97,285.435   MT  1.00006611   -0 39 06.2
 DA1412;SPC AZ C     -   375,234.42    319,177.94   iFT  1.00006611   -0 39 06.2
 DA1412;UTM  12      - 3,545,291.435   297,383.355   MT  1.00010632   -1 08 17.3
 DA1412
 DA1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1412!SPC AZ C     -   0.99986863  x   1.00006611  =   0.99993473
 DA1412!UTM  12      -   0.99986863  x   1.00010632  =   0.99997494
 DA1412
 DA1412:                Primary Azimuth Mark                     Grid Az
 DA1412:SPC AZ C     -  STA 2                                    191 39 37.7
 DA1412:UTM  12      -  STA 2                                    192 08 48.8
 DA1412
 DA1412|---------------------------------------------------------------------|
 DA1412| PID    Reference Object                     Distance      Geod. Az  |
 DA1412|                                                           dddmmss.s |
 DA1412| CH0145 STA 2                               APPROX. 4.9 KM 1910031.5 |
 DA1412| CH3139 QUITOVAGUITA RM                      12.980 METERS 29805     |
 DA1412|---------------------------------------------------------------------|
 DA1412
 DA1412                          SUPERSEDED SURVEY CONTROL
 DA1412
 DA1412  NAD 83(1986)-  32 01 32.32895(N)    113 08 43.73042(W) AD(       ) 2
 DA1412  NAD 27      -  32 01 32.10800(N)    113 08 41.11200(W) AD(       ) 2
 DA1412  NGVD 29 (06/20/88)  868.7    (m)         2850.     (f) VERT ANG    3  
 DA1412
 DA1412.Superseded values are not recommended for survey control.
 DA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1412.See file dsdata.txt to determine how the superseded data were derived.
 DA1412
 DA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA9738345291(NAD 83)
 DA1412_MARKER: DS = TRIANGULATION STATION DISK
 DA1412_SETTING: 66 = SET IN ROCK OUTCROP
 DA1412
 DA1412  HISTORY     - Date     Condition        Report By
 DA1412  HISTORY     - 1920     MONUMENTED       CGS
 DA1412  HISTORY     - 1958     GOOD             AMS
 DA1412  HISTORY     - 1962     GOOD             USGS
 DA1412  HISTORY     - 1968     GOOD             AMS
 DA1412
 DA1412                          STATION DESCRIPTION
 DA1412
 DA1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1412'TO REACH STATION, TAKE ROAD FROM AJO TO BATES WELL, GO W AND
 DA1412'S ABOUT 5 MILES TO POINT W OF HIGH MOUNTAIN, TURN NW AND
 DA1412'FOLLOW DESERT TO POINT ABOUT NE OF HIGHEST PART AND TURN IN
 DA1412'TO MOUNTAIN, GOING IN AS FAR AS OPEN SLOPE WILL PERMIT.  FROM
 DA1412'HERE PACK UP CANYON ON N SIDE TO RIDGE AND WORK ALONG N SIDE
 DA1412'OF MOUNTAIN TO WESTWARD TO HIGHEST POINT.
 DA1412'
 DA1412'STATION MARK IS A STANDARD BRONZE DISK, WEDGED IN A DRILL
 DA1412'HOLE IN OUTCROPPING BEDROCK.
 DA1412'
 DA1412'REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DA1412'HOLE IN A BOULDER, AND IS 12.98
 DA1412'METERS (42.6 FEET) FROM STATION N 61 DEG 55 MIN W.
 DA1412
 DA1412                          STATION RECOVERY (1958)
 DA1412
 DA1412'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 DA1412'STATION AND ONE REFERENCE MARK WAS RECOVERED AS DESCRIBED.
 DA1412'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL AND IS
 DA1412'SET FLUSH WITH THE GROUND, AND IN THE CENTER OF POINT WHERE
 DA1412'THREE RIDGES INTERSECT, 46.0 FEET EAST-SOUTHEAST OF LARGE
 DA1412'BOULDER.  43.0 FEET NORTH-NORTHEAST OF SHARP DROP TO THE SOUTH.
 DA1412'21.0 FEET W OF SHARP DROP TO THE E.  18.0 FEET NW OF A SMALL
 DA1412'BUSH.  4.0 FEET SOUTH OF SHARP DROP TO THE N.
 DA1412
 DA1412                          STATION RECOVERY (1962)
 DA1412
 DA1412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1412'RECOVERED AS DESCRIBED BY NGS.  RM AGREES WITH NGS.  REACHED BY
 DA1412'HELICOPTER.
 DA1412'
 DA1412'STATION MARK--NGS DISK STAMPED---QUITA VA QUITA 1920---, IN ROCK.
 DA1412
 DA1412                          STATION RECOVERY (1968)
 DA1412
 DA1412'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DA1412'RECOVERED IN GOOD CONDITION--
 DA1412'
 DA1412'REFERENCE MARK (1 ONLY) NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0846 ***********************************************************************
 FR0846  DESIGNATION -  QUIV
 FR0846  PID         -  FR0846
 FR0846  STATE/COUNTY-  AZ/COCONINO
 FR0846  USGS QUAD   -  HOWARD LAKE (1989)
 FR0846
 FR0846                         *CURRENT SURVEY CONTROL
 FR0846  ___________________________________________________________________
 FR0846* NAD 83(1992)-  35 30 21.44135(N)    112 10 44.01447(W)     ADJUSTED  
 FR0846* NAVD 88     -      1882.     (meters)    6175.     (feet)  SCALED    
 FR0846  ___________________________________________________________________
 FR0846  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 FR0846  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FR0846  HORZ ORDER  -  THIRD
 FR0846
 FR0846.The horizontal coordinates were established by classical geodetic methods
 FR0846.and adjusted by the National Geodetic Survey in August 1993.
 FR0846
 FR0846.The orthometric height was scaled from a topographic map.
 FR0846
 FR0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0846
 FR0846.The geoid height was determined by GEOID03.
 FR0846
 FR0846;                    North         East     Units Scale Factor Converg.
 FR0846;SPC AZ C     -   499,733.608   189,572.481   MT  0.99990697   -0 09 08.3
 FR0846;SPC AZ C     - 1,639,545.96    621,956.96   iFT  0.99990697   -0 09 08.3
 FR0846;UTM  12      - 3,929,792.855   393,087.964   MT  0.99974086   -0 41 05.1
 FR0846
 FR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0846!SPC AZ C     -   0.99970840  x   0.99990697  =   0.99961539
 FR0846!UTM  12      -   0.99970840  x   0.99974086  =   0.99944933
 FR0846
 FR0846                          SUPERSEDED SURVEY CONTROL
 FR0846
 FR0846  NAD 83(1986)-  35 30 21.44033(N)    112 10 44.00973(W) AD(       ) 3
 FR0846  NAD 27      -  35 30 21.43800(N)    112 10 41.41300(W) AD(       ) 3
 FR0846
 FR0846.Superseded values are not recommended for survey control.
 FR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0846.See file dsdata.txt to determine how the superseded data were derived.
 FR0846
 FR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9308829793(NAD 83)
 FR0846_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0846_SETTING: 66 = SET IN ROCK OUTCROP
 FR0846_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FR0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0846+STABILITY: POSITION/ELEVATION WELL
 FR0846
 FR0846  HISTORY     - Date     Condition        Report By
 FR0846  HISTORY     - 1955     MONUMENTED       CGS
 FR0846  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FR0846
 FR0846                          STATION DESCRIPTION
 FR0846
 FR0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0846'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 FR0846'HIGHWAY 64 (2 MI. E OF WILLIAMS), GO N ON STATE HIGHWAY 64
 FR0846'FOR 17.0 MI. TO A GRADED ROAD AND A GATE ON THE LEFT.  PASS
 FR0846'THROUGH THE GATE AND GO W FOR 0.6 MI. TO THE INTERSECTION OF
 FR0846'GRADED ROADS AND THE STATION IN THE V OF THE INTERSECTION.  THE
 FR0846'MARK IS A STANDARD TOPOGRAPHIC DISK, CEMENTED IN A DRILL HOLE IN
 FR0846'ROCK, AND STAMPED QUIV 1955.
 FR0846
 FR0846                          STATION RECOVERY (1958)
 FR0846
 FR0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 FR0846'STATION HAS BEEN DESTROYED.  MARK WAS FOUND LYING LOOSE IN A
 FR0846'SMALL PILE OF STONES UNDER A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0849 ***********************************************************************
 FR0849  DESIGNATION -  QUIVER
 FR0849  PID         -  FR0849
 FR0849  STATE/COUNTY-  AZ/COCONINO
 FR0849  USGS QUAD   -  HOWARD LAKE (1989)
 FR0849
 FR0849                         *CURRENT SURVEY CONTROL
 FR0849  ___________________________________________________________________
 FR0849* NAD 83(1992)-  35 32 19.99873(N)    112 09 49.85251(W)     ADJUSTED  
 FR0849* NAVD 88     -      1885.1    (meters)    6185.     (feet)  VERTCON   
 FR0849  ___________________________________________________________________
 FR0849  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 FR0849  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 FR0849  HORZ ORDER  -  SECOND
 FR0849
 FR0849.The horizontal coordinates were established by classical geodetic methods
 FR0849.and adjusted by the National Geodetic Survey in August 1993.
 FR0849
 FR0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0849
 FR0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0849
 FR0849.The geoid height was determined by GEOID03.
 FR0849
 FR0849;                    North         East     Units Scale Factor Converg.
 FR0849;SPC AZ C     -   503,383.609   190,946.429   MT  0.99990619   -0 08 37.2
 FR0849;SPC AZ C     - 1,651,521.03    626,464.66   iFT  0.99990619   -0 08 37.2
 FR0849;UTM  12      - 3,933,429.315   394,495.550   MT  0.99973717   -0 40 35.6
 FR0849
 FR0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0849!SPC AZ C     -   0.99970789  x   0.99990619  =   0.99961410
 FR0849!UTM  12      -   0.99970789  x   0.99973717  =   0.99944513
 FR0849
 FR0849:                Primary Azimuth Mark                     Grid Az
 FR0849:SPC AZ C     -  LONNIE                                   012 32 35.1
 FR0849:UTM  12      -  LONNIE                                   013 04 33.5
 FR0849
 FR0849|---------------------------------------------------------------------|
 FR0849| PID    Reference Object                     Distance      Geod. Az  |
 FR0849|                                                           dddmmss.s |
 FR0849| FR0848 LONNIE                              APPROX. 7.8 KM 0122357.9 |
 FR0849| CH3140 QUIVER RM 1                          12.981 METERS 01229     |
 FR0849| CH3141 QUIVER RM 2                          13.315 METERS 19531     |
 FR0849|---------------------------------------------------------------------|
 FR0849
 FR0849                          SUPERSEDED SURVEY CONTROL
 FR0849
 FR0849  NAD 83(1986)-  35 32 19.99672(N)    112 09 49.84806(W) AD(       ) 2
 FR0849  NAD 27      -  35 32 19.99191(N)    112 09 47.25630(W) AD(       ) 2
 FR0849  NGVD 29 (07/19/86) 1884.2    (m)         6182.     (f) VERT ANG    3  
 FR0849
 FR0849.Superseded values are not recommended for survey control.
 FR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0849.See file dsdata.txt to determine how the superseded data were derived.
 FR0849
 FR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9449633429(NAD 83)
 FR0849_MARKER: DD = SURVEY DISK
 FR0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0849+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0849
 FR0849  HISTORY     - Date     Condition        Report By
 FR0849  HISTORY     - 1975     MONUMENTED       AZDT
 FR0849  HISTORY     - 20000715 GOOD             AZDT
 FR0849
 FR0849                          STATION DESCRIPTION
 FR0849
 FR0849'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0849'THE STATION IS ABOUT 19.5 MILES NORTH OF WILLIAMS ALONG THE
 FR0849'WEST RIGHT-OF-WAY OF ARIZONA HIGHWAY 64 ON A LOW RIDGE AT A
 FR0849'HIGHWAY CUT.
 FR0849'
 FR0849'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED QUIVER 1975
 FR0849'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 95 FEET WEST OF
 FR0849'HIGHWAY 64 CENTERLINE, 5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE,
 FR0849'ABOUT 0.9 MILE NORTH OF FOUR CORNERS PIPE LINE CROSSING HIGHWAY,
 FR0849'ON A LOW RIDGE AT A HIGHWAY CUT AND IS MARKED BY A WITNESS POST
 FR0849'AND SIGN 2.7 FEET WEST OF STATION.
 FR0849'
 FR0849'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 FR0849'QUIVER RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE
 FR0849'MONUMENT.  THE MARK IS 95 FEET WEST OF CENTERLINE OF HIGHWAY 64
 FR0849'AND 3.80 FEET EAST OF RIGHT-OF-WAY FENCE.
 FR0849'
 FR0849'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED QUIVER
 FR0849'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 FR0849'MARK IS 95 FEET WEST OF HIGHWAY 64 CENTERLINE AND 3.8 FEET EAST OF
 FR0849'RIGHT-OF-WAY FENCE.
 FR0849'
 FR0849'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND ARIZONA
 FR0849'HIGHWAY 64, 2 MILES EAST OF WILLIAMS, GO NORTH ON HIGHWAY 64 TO
 FR0849'MILE POST 205.5 AND THE STATION IN THE WEST RIGHT-OF-WAY.
 FR0849'
 FR0849'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0849
 FR0849                          STATION RECOVERY (2000)
 FR0849
 FR0849'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0499 ***********************************************************************
 DA0499  DESIGNATION -  R 1
 DA0499  PID         -  DA0499
 DA0499  STATE/COUNTY-  AZ/MARICOPA
 DA0499  USGS QUAD   -  GILA BEND (1973)
 DA0499
 DA0499                         *CURRENT SURVEY CONTROL
 DA0499  ___________________________________________________________________
 DA0499* NAD 83(1986)-  32 54 45.     (N)    112 44 10.     (W)     SCALED    
 DA0499* NAVD 88     -       240.732  (meters)     789.80   (feet)  ADJUSTED  
 DA0499  ___________________________________________________________________
 DA0499  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0499  DYNAMIC HT  -         240.449 (meters)     788.87  (feet)  COMP
 DA0499  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 DA0499
 DA0499  VERT ORDER  -  FIRST     CLASS II
 DA0499
 DA0499.The horizontal coordinates were scaled from a topographic map and have
 DA0499.an estimated accuracy of +/- 6 seconds.
 DA0499
 DA0499.The orthometric height was determined by differential leveling
 DA0499.and adjusted in June 1991.
 DA0499
 DA0499.The geoid height was determined by GEOID03.
 DA0499
 DA0499.The dynamic height is computed by dividing the NAVD 88
 DA0499.geopotential number by the normal gravity value computed on the
 DA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0499.degrees latitude (g = 980.6199 gals.).
 DA0499
 DA0499.The modeled gravity was interpolated from observed gravity values.
 DA0499
 DA0499;                    North         East    Units  Estimated Accuracy
 DA0499;SPC AZ C     -   212,350.      136,710.      MT  (+/- 180 meters Scaled)
 DA0499
 DA0499                          SUPERSEDED SURVEY CONTROL
 DA0499
 DA0499  NGVD 29 (??/??/92)  240.144  (m)          787.87   (f) ADJ UNCH    1 2
 DA0499
 DA0499.Superseded values are not recommended for survey control.
 DA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0499.See file dsdata.txt to determine how the superseded data were derived.
 DA0499
 DA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB376429(NAD 83)
 DA0499_MARKER: DD = SURVEY DISK
 DA0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0499_STAMPING: R 1 1930
 DA0499_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0499+STABILITY: SURFACE MOTION
 DA0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0499+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0499
 DA0499  HISTORY     - Date     Condition        Report By
 DA0499  HISTORY     - 1930     MONUMENTED       USGS
 DA0499  HISTORY     - 1953     GOOD             NGS
 DA0499  HISTORY     - 1980     GOOD             NGS
 DA0499  HISTORY     - 1980     GOOD             NGS
 DA0499  HISTORY     - 1980     GOOD             NGS
 DA0499  HISTORY     - 20060128 GOOD             USPSQD
 DA0499  HISTORY     - 20060128 POOR             USPSQD
 DA0499  HISTORY     - 20070603 GOOD             GEOCAC
 DA0499
 DA0499                          STATION DESCRIPTION
 DA0499
 DA0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0499'2.7 MI S FROM GILA BEND.
 DA0499'2.7 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0499'COMPANY RAILROAD STATION AT GILA BEND, 0.1 MILE NORTH OF THE T
 DA0499'JUNCTION OF A GRAVELED ROAD LEADING WEST TO A CEMETERY, 5 FEET EAST OF
 DA0499'MILEPOLE 3 OF THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 90 FEET
 DA0499'WEST OF THE WEST RAIL, 83 FEET SOUTHWEST OF A 1 MILE TO STATION SIGN,
 DA0499'49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTH OF A
 DA0499'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DA0499'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0499
 DA0499                          STATION RECOVERY (1980)
 DA0499
 DA0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0499'RECOVERED IN GOOD CONDITION.
 DA0499
 DA0499                          STATION RECOVERY (1980)
 DA0499
 DA0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0499'RECOVERED IN GOOD CONDITION.
 DA0499
 DA0499                          STATION RECOVERY (1980)
 DA0499
 DA0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0499'4.1 KM (2.55 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0499'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, AT RAILWAY
 DA0499'MILEPOLE 3, 27.4 METERS (90.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 DA0499'THE TRACKS, 25.3 METERS (83.0 FT) WEST-SOUTHWEST OF A 1 MILE STATION
 DA0499'RAILWAY SIGN, 20.1 METERS (66.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0499'STATE HIGHWAY 85, 1.8 METERS (6.0 FT) SOUTHEAST OF THE SOUTHEAST
 DA0499'RIGHT-OF-WAY FENCE, 1.5 METERS (5.0 FT) SOUTHEAST OF THE MILEPOST.
 DA0499'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA0499'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0499
 DA0499                          STATION RECOVERY (2006)
 DA0499
 DA0499'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0499'RECOVERED AS DESCRIBED. SURVEY MARKER SIGN HANGING ON FENCE.
 DA0499
 DA0499                          STATION RECOVERY (2006)
 DA0499
 DA0499'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0499'MARK IS HANGING ON FENCE.
 DA0499
 DA0499                          STATION RECOVERY (2007)
 DA0499
 DA0499'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0500 ***********************************************************************
 DA0500  DESIGNATION -  R 1 RM
 DA0500  PID         -  DA0500
 DA0500  STATE/COUNTY-  AZ/MARICOPA
 DA0500  USGS QUAD   -  GILA BEND (1973)
 DA0500
 DA0500                         *CURRENT SURVEY CONTROL
 DA0500  ___________________________________________________________________
 DA0500* NAD 83(1986)-  32 54 34.     (N)    112 44 15.     (W)     SCALED    
 DA0500* NAVD 88     -       242.98   (+/-2cm)     797.2    (feet)  VERTCON   
 DA0500  ___________________________________________________________________
 DA0500  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0500  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0500
 DA0500.The horizontal coordinates were scaled from a topographic map and have
 DA0500.an estimated accuracy of +/- 6 seconds.
 DA0500
 DA0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0500.The vertical order pertains to the NGVD 29 superseded value.
 DA0500
 DA0500.The geoid height was determined by GEOID03.
 DA0500
 DA0500;                    North         East    Units  Estimated Accuracy
 DA0500;SPC AZ C     -   212,010.      136,580.      MT  (+/- 180 meters Scaled)
 DA0500
 DA0500                          SUPERSEDED SURVEY CONTROL
 DA0500
 DA0500  NGVD 29 (??/??/92)  242.40   (m)          795.3    (f) COMPUTED    1 2
 DA0500
 DA0500.Superseded values are not recommended for survey control.
 DA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0500.See file dsdata.txt to determine how the superseded data were derived.
 DA0500
 DA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB375425(NAD 83)
 DA0500_MARKER: S = SPIKE
 DA0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0500_SP_SET: BRIDGE
 DA0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0500
 DA0500  HISTORY     - Date     Condition        Report By
 DA0500  HISTORY     - UNK      MONUMENTED       USGS
 DA0500  HISTORY     - 1953     GOOD             NGS
 DA0500  HISTORY     - 1980     POOR             NGS
 DA0500  HISTORY     - 20010730 MARK NOT FOUND   NGS
 DA0500  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0500
 DA0500                          STATION DESCRIPTION
 DA0500
 DA0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0500'2.9 MI S FROM GILA BEND.
 DA0500'2.9 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0500'COMPANY RAILROAD STATION AT GILA BEND, 0.1 MILE SOUTH OF THE T
 DA0500'JUNCTION OF A GRAVELED ROAD LEADING WEST TO A CEMETERY, AT TUCSON,
 DA0500'CORNELIA AND GILA BEND RAILROAD BRIDGE 32, DRIVEN IN THE TOP OF A PILE
 DA0500'AT THE NORTHEAST CORNER OF THE BRIDGE, 7.4 FEET EAST OF THE EAST RAIL,
 DA0500'1.1 FEET SOUTH OF THE SOUTH EDGE OF THE NORTH WOODEN ABUTMENT, AND
 DA0500'ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 DA0500
 DA0500                          STATION RECOVERY (1980)
 DA0500
 DA0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0500'MARK RECOVERED IN POOR CONDITION.
 DA0500
 DA0500                          STATION RECOVERY (2001)
 DA0500
 DA0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0500'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0500
 DA0500                          STATION RECOVERY (2007)
 DA0500
 DA0500'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0549 ***********************************************************************
 DA0549  DESIGNATION -  R 10
 DA0549  PID         -  DA0549
 DA0549  STATE/COUNTY-  AZ/MARICOPA
 DA0549  USGS QUAD   -  DEADMAN GAP (1986)
 DA0549
 DA0549                         *CURRENT SURVEY CONTROL
 DA0549  ___________________________________________________________________
 DA0549* NAD 83(1986)-  32 32 30.     (N)    112 50 55.     (W)     SCALED    
 DA0549* NAVD 88     -       379.768  (meters)    1245.96   (feet)  ADJUSTED  
 DA0549  ___________________________________________________________________
 DA0549  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DA0549  DYNAMIC HT  -         379.300 (meters)    1244.42  (feet)  COMP
 DA0549  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 DA0549
 DA0549  VERT ORDER  -  FIRST     CLASS II
 DA0549
 DA0549.The horizontal coordinates were scaled from a topographic map and have
 DA0549.an estimated accuracy of +/- 6 seconds.
 DA0549
 DA0549.The orthometric height was determined by differential leveling
 DA0549.and adjusted in June 1991.
 DA0549
 DA0549.The geoid height was determined by GEOID03.
 DA0549
 DA0549.The dynamic height is computed by dividing the NAVD 88
 DA0549.geopotential number by the normal gravity value computed on the
 DA0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0549.degrees latitude (g = 980.6199 gals.).
 DA0549
 DA0549.The modeled gravity was interpolated from observed gravity values.
 DA0549
 DA0549;                    North         East    Units  Estimated Accuracy
 DA0549;SPC AZ C     -   171,310.      125,830.      MT  (+/- 180 meters Scaled)
 DA0549
 DA0549                          SUPERSEDED SURVEY CONTROL
 DA0549
 DA0549  NGVD 29 (??/??/92)  379.114  (m)         1243.81   (f) ADJ UNCH    1 2
 DA0549
 DA0549.Superseded values are not recommended for survey control.
 DA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0549.See file dsdata.txt to determine how the superseded data were derived.
 DA0549
 DA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB264019(NAD 83)
 DA0549_MARKER: DD = SURVEY DISK
 DA0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0549_STAMPING: R 10 1930
 DA0549_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0549+STABILITY: SURFACE MOTION
 DA0549
 DA0549  HISTORY     - Date     Condition        Report By
 DA0549  HISTORY     - 1930     MONUMENTED       USGS
 DA0549  HISTORY     - 1953     GOOD             NGS
 DA0549  HISTORY     - 1980     GOOD             NGS
 DA0549
 DA0549                          STATION DESCRIPTION
 DA0549
 DA0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0549'13.6 MI N FROM AJO.
 DA0549'13.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0549'FROM THE STATION AT AJO, 0.6 MILE NORTH OF THE ROCKY POINT SIDING
 DA0549'SIGN, 43 1/2 FEET EAST OF MILEPOLE 30, 146 FEET EAST OF THE CENTER
 DA0549'LINE OF AN ABANDONED HIGHWAY, 52.3 FEET WEST OF THE WEST RAIL, 1.8
 DA0549'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 DA0549'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0549'GROUND.
 DA0549
 DA0549                          STATION RECOVERY (1980)
 DA0549
 DA0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0549'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 1.0 KM (0.6 MI)
 DA0549'NORTH OF THE ROCKY POINT SIDING SIGN, AT RAILWAY MILEPOLE 30, 15.8
 DA0549'METERS (52.0 FT) WEST OF THE WEST RAIL OF THE TRACKS, 41.1 METERS
 DA0549'(135 FT) EAST OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACKS,
 DA0549'13.1 METERS (43.0 FT) EAST OF THE MILEPOLE.
 DA0549'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0549'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0350 ***********************************************************************
 DU0350  DESIGNATION -  R 101
 DU0350  PID         -  DU0350
 DU0350  STATE/COUNTY-  AZ/GILA
 DU0350  USGS QUAD   -  CHRYSOTILE (1966)
 DU0350
 DU0350                         *CURRENT SURVEY CONTROL
 DU0350  ___________________________________________________________________
 DU0350* NAD 83(1986)-  33 43 17.     (N)    110 32 01.     (W)     SCALED    
 DU0350* NAVD 88     -      1741.354  (meters)    5713.09   (feet)  ADJUSTED  
 DU0350  ___________________________________________________________________
 DU0350  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DU0350  DYNAMIC HT  -        1738.827 (meters)    5704.80  (feet)  COMP
 DU0350  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 DU0350
 DU0350  VERT ORDER  -  FIRST     CLASS II
 DU0350
 DU0350.The horizontal coordinates were scaled from a topographic map and have
 DU0350.an estimated accuracy of +/- 6 seconds.
 DU0350
 DU0350.The orthometric height was determined by differential leveling
 DU0350.and adjusted in June 1991.
 DU0350
 DU0350.The geoid height was determined by GEOID03.
 DU0350
 DU0350.The dynamic height is computed by dividing the NAVD 88
 DU0350.geopotential number by the normal gravity value computed on the
 DU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0350.degrees latitude (g = 980.6199 gals.).
 DU0350
 DU0350.The modeled gravity was interpolated from observed gravity values.
 DU0350
 DU0350;                    North         East    Units  Estimated Accuracy
 DU0350;SPC AZ E     -   301,810.      179,350.      MT  (+/- 180 meters Scaled)
 DU0350
 DU0350                          SUPERSEDED SURVEY CONTROL
 DU0350
 DU0350  NGVD 29 (??/??/92) 1740.619  (m)         5710.68   (f) ADJ UNCH    1 2
 DU0350
 DU0350.Superseded values are not recommended for survey control.
 DU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0350.See file dsdata.txt to determine how the superseded data were derived.
 DU0350
 DU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC432313(NAD 83)
 DU0350_MARKER: DD = SURVEY DISK
 DU0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0350_STAMPING: R 101 1935
 DU0350_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0350+STABILITY: SURFACE MOTION
 DU0350
 DU0350  HISTORY     - Date     Condition        Report By
 DU0350  HISTORY     - 1935     MONUMENTED       USFS
 DU0350  HISTORY     - 1960     GOOD             NGS
 DU0350  HISTORY     - 1966     GOOD             USGS
 DU0350  HISTORY     - 1979     GOOD             NGS
 DU0350
 DU0350                          STATION DESCRIPTION
 DU0350
 DU0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0350'3.15 MI SW FROM SENECA.
 DU0350'ABOUT 2.65 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE HIGHWAYS
 DU0350'77 AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA,
 DU0350'THENCE 0.5 MILE SOUTHWEST ALONG AN OLD PORTION OF U. S. HIGHWAY 60
 DU0350'ABOUT 0.5 MILE SOUTHWEST OF THE TONTO NATIONAL FOREST SIGN, ABOUT 0.15
 DU0350'MILE WEST OF THE PRESENT LOCATION OF U. S. HIGHWAY 60, 0.2 MILE NORTH
 DU0350'OF A SHEET METAL BUILDING, 110 FEET EAST OF THE CENTER LINE OF THE OLD
 DU0350'HIGHWAY, 4 1/2 FEET NORTH OF A CAIRN, ABOUT LEVEL WITH THE OLD
 DU0350'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DU0350
 DU0350                          STATION RECOVERY (1966)
 DU0350
 DU0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0350'RECOVERED IN GOOD CONDITION.
 DU0350
 DU0350                          STATION RECOVERY (1979)
 DU0350
 DU0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0350'28.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU0350'COURTHOUSE IN GLOBE AND THENCE 0.5 MILE NORTH ALONG OLD U.S. HIGHWAY
 DU0350'60, 0.4 MILE NORTH OF A DIRT ROAD LEADING TO THE CHRYSOTILE MINE, 0.3
 DU0350'MILE NORTH OF A SIGN (TONTO NATIONAL FOREST), 426 FEET WEST OF THE
 DU0350'CENTERLINE OF THE HIGHWAY, 279 FEET NORTH OF THE CENTER OF A DIRT
 DU0350'ROAD LEADING EAST TO A CORRAL, 210 FEET NORTH OF THE NORTHWEST CORNER
 DU0350'POST OF THE CORRAL AND 110 FEET EAST OF THE CENTER OF THE OLD
 DU0350'HIGHWAY.
 DU0350'THE MARK IS 2 FT  S FROM A WITNESS POST.
 DU0350'THE MARK IS 2 FT ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0503 ***********************************************************************
 ET0503  DESIGNATION -  R 102
 ET0503  PID         -  ET0503
 ET0503  STATE/COUNTY-  AZ/YAVAPAI
 ET0503  USGS QUAD   -  MOUNT JOSH (1979)
 ET0503
 ET0503                         *CURRENT SURVEY CONTROL
 ET0503  ___________________________________________________________________
 ET0503* NAD 83(1992)-  34 44 51.85929(N)    112 39 41.13535(W)     ADJUSTED  
 ET0503* NAVD 88     -      1427.281  (meters)    4682.67   (feet)  POSTED    
 ET0503  ___________________________________________________________________
 ET0503  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 ET0503  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 ET0503  DYNAMIC HT  -        1425.390 (meters)    4676.47  (feet)  COMP
 ET0503  MODELED GRAV-     979,259.8   (mgal)                       NAVD 88
 ET0503
 ET0503  HORZ ORDER  -  THIRD
 ET0503  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0503
 ET0503.The horizontal coordinates were established by classical geodetic methods
 ET0503.and adjusted by the National Geodetic Survey in August 1993.
 ET0503
 ET0503.The orthometric height was determined by differential leveling
 ET0503.and adjusted in November 2005.
 ET0503.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0503.was located on a no-check spur therefore a value was not computed.
 ET0503.No vertical observational check was made to the station.
 ET0503
 ET0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0503
 ET0503.The geoid height was determined by GEOID03.
 ET0503
 ET0503.The dynamic height is computed by dividing the NAVD 88
 ET0503.geopotential number by the normal gravity value computed on the
 ET0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0503.degrees latitude (g = 980.6199 gals.).
 ET0503
 ET0503.The modeled gravity was interpolated from observed gravity values.
 ET0503
 ET0503;                    North         East     Units Scale Factor Converg.
 ET0503;SPC AZ C     -   415,844.189   145,170.388   MT  0.99995729   -0 25 28.2
 ET0503;SPC AZ C     - 1,364,318.21    476,280.80   iFT  0.99995729   -0 25 28.2
 ET0503;UTM  12      - 3,846,325.777   347,920.746   MT  0.99988506   -0 56 49.7
 ET0503
 ET0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0503!SPC AZ C     -   0.99978017  x   0.99995729  =   0.99973747
 ET0503!UTM  12      -   0.99978017  x   0.99988506  =   0.99966526
 ET0503
 ET0503:                Primary Azimuth Mark                     Grid Az
 ET0503:SPC AZ C     -  SIMMONS                                  038 46 12.1
 ET0503:UTM  12      -  SIMMONS                                  039 17 33.6
 ET0503
 ET0503|---------------------------------------------------------------------|
 ET0503| PID    Reference Object                     Distance      Geod. Az  |
 ET0503|                                                           dddmmss.s |
 ET0503| ET0983 SIMMONS                             APPROX.13.4 KM 0382043.9 |
 ET0503|---------------------------------------------------------------------|
 ET0503
 ET0503                          SUPERSEDED SURVEY CONTROL
 ET0503
 ET0503  NAD 83(1986)-  34 44 51.86285(N)    112 39 41.13436(W) AD(       ) 3
 ET0503  NAD 27      -  34 44 51.78000(N)    112 39 38.49900(W) AD(       ) 3
 ET0503  NGVD 29 (??/??/92) 1426.459  (m)         4679.97   (f) ADJ UNCH    2 0
 ET0503
 ET0503.Superseded values are not recommended for survey control.
 ET0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0503.See file dsdata.txt to determine how the superseded data were derived.
 ET0503
 ET0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4792146326(NAD 83)
 ET0503_MARKER: DD = SURVEY DISK
 ET0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0503_STAMPING: R 102 1935
 ET0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0503+STABILITY: SURFACE MOTION
 ET0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0503+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0503
 ET0503  HISTORY     - Date     Condition        Report By
 ET0503  HISTORY     - 1935     MONUMENTED       USFS
 ET0503  HISTORY     - 1952     GOOD             NGS
 ET0503  HISTORY     - 20090122 GOOD             GEOCAC
 ET0503
 ET0503                          STATION DESCRIPTION
 ET0503
 ET0503'DESCRIBED BY US FOREST SERVICE 1935
 ET0503'STATION IS ON TOP OF LOW HILL, 100 FT. S OF FAIR OAKS-SIMMONS
 ET0503'ROAD.  THE MARK IS UNDER A FOREST BOUNDARY FENCE.
 ET0503'
 ET0503'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN A 12- BY 12-IN.
 ET0503'CONCRETE POST, STAMPED R 102 1935.
 ET0503'
 ET0503'TO REACH THE STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET0503'CREEK-SELIGMAN ROAD N FOR APPROXIMATELY 18 MI. TO THE INTERSECTION
 ET0503'OF THE FAIR OAKS-SIMMONS ROAD, THENCE TAKE THE LATTER ROAD W FOR
 ET0503'APPROXIMATELY 6 MI. TO A CATTLE GUARD AND FOREST BOUNDARY
 ET0503'FENCE.  FOLLOW FENCE E UPHILL FOR ABOUT 100 YD. TO THE TOP OF
 ET0503'THE HILL AND STATION.
 ET0503'
 ET0503'SIGNAL--NONE.
 ET0503
 ET0503                          STATION RECOVERY (1952)
 ET0503
 ET0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 ET0503'22.4 MI N FROM SKULL VALLEY.
 ET0503'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0503'POST OFFICE AT SKULL VALLEY, THENCE 10.2 MILES NORTH ALONG A GRADED
 ET0503'COUNTY ROAD, THENCE 3.4 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 4.2
 ET0503'MILES NORTHEAST ALONG A GRADED COUNTY ROAD, AT A CATTLE GUARD AND
 ET0503'FENCE LINE, AT THE ENTRANCE TO THE PRESCOTT NATIONAL FOREST, AT THE
 ET0503'SUMMIT OF A HILL, ON THE INSIDE OF A SHARP CURVE, 294 FEET EAST OF THE
 ET0503'CENTER LINE OF THE ROAD AND CATTLE GUARD, 115 FEET SOUTH OF THE CENTER
 ET0503'LINE OF THE SAME ROAD, 2.4 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A
 ET0503'WITNESS POST, AND A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND
 ET0503'AND ABOUT 8 FEET HIGHER THAN THE ROAD.
 ET0503
 ET0503                          STATION RECOVERY (2009)
 ET0503
 ET0503'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0274 ***********************************************************************
 FR0274  DESIGNATION -  R 103
 FR0274  PID         -  FR0274
 FR0274  STATE/COUNTY-  AZ/YAVAPAI
 FR0274  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0274
 FR0274                         *CURRENT SURVEY CONTROL
 FR0274  ___________________________________________________________________
 FR0274* NAD 83(1986)-  35 03 43.     (N)    112 50 31.     (W)     SCALED    
 FR0274* NAVD 88     -      1658.106  (meters)    5439.97   (feet)  POSTED    
 FR0274  ___________________________________________________________________
 FR0274  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FR0274  DYNAMIC HT  -        1655.890 (meters)    5432.70  (feet)  COMP
 FR0274  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 FR0274
 FR0274  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0274
 FR0274.The horizontal coordinates were scaled from a topographic map and have
 FR0274.an estimated accuracy of +/- 6 seconds.
 FR0274
 FR0274.The orthometric height was determined by differential leveling
 FR0274.and adjusted in November 2005.
 FR0274.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0274.was located on a no-check spur therefore a value was not computed.
 FR0274.No vertical observational check was made to the station.
 FR0274
 FR0274.The geoid height was determined by GEOID03.
 FR0274
 FR0274.The dynamic height is computed by dividing the NAVD 88
 FR0274.geopotential number by the normal gravity value computed on the
 FR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0274.degrees latitude (g = 980.6199 gals.).
 FR0274
 FR0274.The modeled gravity was interpolated from observed gravity values.
 FR0274
 FR0274;                    North         East    Units  Estimated Accuracy
 FR0274;SPC AZ C     -   450,840.      128,960.      MT  (+/- 180 meters Scaled)
 FR0274
 FR0274                          SUPERSEDED SURVEY CONTROL
 FR0274
 FR0274  NGVD 29 (??/??/92) 1657.152  (m)         5436.84   (f) ADJ UNCH    2 0
 FR0274
 FR0274.Superseded values are not recommended for survey control.
 FR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0274.See file dsdata.txt to determine how the superseded data were derived.
 FR0274
 FR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD320814(NAD 83)
 FR0274_MARKER: DD = SURVEY DISK
 FR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0274_STAMPING: R 103 1935
 FR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0274+STABILITY: SURFACE MOTION
 FR0274
 FR0274  HISTORY     - Date     Condition        Report By
 FR0274  HISTORY     - 1935     MONUMENTED       USFS
 FR0274
 FR0274                          STATION DESCRIPTION
 FR0274
 FR0274'DESCRIBED BY US FOREST SERVICE 1935
 FR0274'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0274'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0274'YAVAPAI COUNTY, THENCE ABOUT 10.3 MILES NORTH ALONG THE ROAD LEADING
 FR0274'TO SELIGMAN, ABOUT 0.2 MILE SOUTH OF THE BASE OF A HILL, 56 FEET EAST
 FR0274'OF THE CENTER OF THE INTERSECTION OF A DIM ROAD LEADING WEST, 18 FEET
 FR0274'EAST OF A SMALL CEDAR TREE, 3 FEET WEST OF A WOODEN WITNESS POST, AND
 FR0274'ABOUT LEVEL WITH THE ROAD.  A UNITED STATES FOREST SERVICE STANDARD
 FR0274'DISK, STAMPED R 103 1935 AND SET IN THE TOP OF A CONCRETE POST
 FR0274'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0474 ***********************************************************************
 DU0474  DESIGNATION -  R 107 RESET
 DU0474  PID         -  DU0474
 DU0474  STATE/COUNTY-  AZ/PINAL
 DU0474  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0474
 DU0474                         *CURRENT SURVEY CONTROL
 DU0474  ___________________________________________________________________
 DU0474* NAD 83(1986)-  33 16 51.     (N)    111 09 47.     (W)     SCALED    
 DU0474* NAVD 88     -       734.59   (+/-2cm)    2410.1    (feet)  VERTCON   
 DU0474  ___________________________________________________________________
 DU0474  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DU0474  VERT ORDER  -  THIRD (See Below)
 DU0474
 DU0474.The horizontal coordinates were scaled from a topographic map and have
 DU0474.an estimated accuracy of +/- 6 seconds.
 DU0474
 DU0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0474.The vertical order pertains to the NGVD 29 superseded value.
 DU0474
 DU0474.The geoid height was determined by GEOID03.
 DU0474
 DU0474;                    North         East    Units  Estimated Accuracy
 DU0474;SPC AZ C     -   253,150.      283,560.      MT  (+/- 180 meters Scaled)
 DU0474
 DU0474                          SUPERSEDED SURVEY CONTROL
 DU0474
 DU0474  NGVD 29 (??/??/??)  733.96   (m)         2408.0    (f) RESET       3  
 DU0474
 DU0474.Superseded values are not recommended for survey control.
 DU0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0474.See file dsdata.txt to determine how the superseded data were derived.
 DU0474
 DU0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB848824(NAD 83)
 DU0474_MARKER: DD = SURVEY DISK
 DU0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0474_SP_SET: CURB
 DU0474_STAMPING: R 107 RESET 1947
 DU0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0474+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 DU0474
 DU0474  HISTORY     - Date     Condition        Report By
 DU0474  HISTORY     - 1947     MONUMENTED       AZHD
 DU0474  HISTORY     - 1947     GOOD             NGS
 DU0474  HISTORY     - 20070505 GOOD             GEOCAC
 DU0474
 DU0474                          STATION DESCRIPTION
 DU0474
 DU0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DU0474'4.1 MI W FROM SUPERIOR.
 DU0474'4.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT SUPERIOR,
 DU0474'PINAL COUNTY, AT A BRIDGE REMODELED IN 1947, AT THE CENTER SUPPORT,
 DU0474'AND IN THE TOP OF THE SOUTH CONCRETE CURB.  A STANDARD DISK, STAMPED R
 DU0474'107 RESET 1947.
 DU0474
 DU0474                          STATION RECOVERY (2007)
 DU0474
 DU0474'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0853 ***********************************************************************
 DA0853  DESIGNATION -  R 109
 DA0853  PID         -  DA0853
 DA0853  STATE/COUNTY-  AZ/PIMA
 DA0853  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0853
 DA0853                         *CURRENT SURVEY CONTROL
 DA0853  ___________________________________________________________________
 DA0853* NAD 83(1986)-  32 01 50.     (N)    113 01 30.     (W)     SCALED    
 DA0853* NAVD 88     -       388.11   (+/-2cm)    1273.3    (feet)  VERTCON   
 DA0853  ___________________________________________________________________
 DA0853  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DA0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0853
 DA0853.The horizontal coordinates were scaled from a topographic map and have
 DA0853.an estimated accuracy of +/- 6 seconds.
 DA0853
 DA0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0853.The vertical order pertains to the NGVD 29 superseded value.
 DA0853
 DA0853.The geoid height was determined by GEOID03.
 DA0853
 DA0853;                    North         East    Units  Estimated Accuracy
 DA0853;SPC AZ C     -   114,790.      108,670.      MT  (+/- 180 meters Scaled)
 DA0853
 DA0853                          SUPERSEDED SURVEY CONTROL
 DA0853
 DA0853  NGVD 29 (??/??/92)  387.404  (m)         1271.01   (f) ADJ UNCH    2 0
 DA0853
 DA0853.Superseded values are not recommended for survey control.
 DA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0853.See file dsdata.txt to determine how the superseded data were derived.
 DA0853
 DA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA087456(NAD 83)
 DA0853_MARKER: DB = BENCH MARK DISK
 DA0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0853_STAMPING: R 109 1935
 DA0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0853+STABILITY: SURFACE MOTION
 DA0853
 DA0853  HISTORY     - Date     Condition        Report By
 DA0853  HISTORY     - 1935     MONUMENTED       CGS
 DA0853  HISTORY     - 1952     GOOD             NGS
 DA0853  HISTORY     - 1958     GOOD             DOD
 DA0853
 DA0853                          STATION DESCRIPTION
 DA0853
 DA0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0853'21.8 MI NW FROM LUKEVILLE.
 DA0853'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0853'LUKEVILLE, TO A JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND
 DA0853'A Y JUNCTION, THENCE 6.8 MILES NORTH ALONG THE BATES WELL ROAD, ABOUT
 DA0853'0.2 MILE EAST OF THE BASE OF A PYRAMID SHAPED HILL, 29 FEET WEST OF
 DA0853'THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST, IN A
 DA0853'CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT 1/2 FOOT EAST OF A
 DA0853'WITNESS POST.
 DA0853
 DA0853                          STATION RECOVERY (1958)
 DA0853
 DA0853'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 DA0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0554 ***********************************************************************
 DA0554  DESIGNATION -  R 11
 DA0554  PID         -  DA0554
 DA0554  STATE/COUNTY-  AZ/MARICOPA
 DA0554  USGS QUAD   -  DEADMAN GAP (1986)
 DA0554
 DA0554                         *CURRENT SURVEY CONTROL
 DA0554  ___________________________________________________________________
 DA0554* NAD 83(1986)-  32 30 34.     (N)    112 52 31.     (W)     SCALED    
 DA0554* NAVD 88     -       397.660  (meters)    1304.66   (feet)  ADJUSTED  
 DA0554  ___________________________________________________________________
 DA0554  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DA0554  DYNAMIC HT  -         397.169 (meters)    1303.05  (feet)  COMP
 DA0554  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 DA0554
 DA0554  VERT ORDER  -  FIRST     CLASS II
 DA0554
 DA0554.The horizontal coordinates were scaled from a topographic map and have
 DA0554.an estimated accuracy of +/- 6 seconds.
 DA0554
 DA0554.The orthometric height was determined by differential leveling
 DA0554.and adjusted in June 1991.
 DA0554
 DA0554.The geoid height was determined by GEOID03.
 DA0554
 DA0554.The dynamic height is computed by dividing the NAVD 88
 DA0554.geopotential number by the normal gravity value computed on the
 DA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0554.degrees latitude (g = 980.6199 gals.).
 DA0554
 DA0554.The modeled gravity was interpolated from observed gravity values.
 DA0554
 DA0554;                    North         East    Units  Estimated Accuracy
 DA0554;SPC AZ C     -   167,760.      123,290.      MT  (+/- 180 meters Scaled)
 DA0554
 DA0554                          SUPERSEDED SURVEY CONTROL
 DA0554
 DA0554  NGVD 29 (??/??/92)  397.002  (m)         1302.50   (f) ADJ UNCH    1 2
 DA0554
 DA0554.Superseded values are not recommended for survey control.
 DA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0554.See file dsdata.txt to determine how the superseded data were derived.
 DA0554
 DA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA238984(NAD 83)
 DA0554_MARKER: DB = BENCH MARK DISK
 DA0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0554_STAMPING: R 11 1930
 DA0554_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0554+STABILITY: SURFACE MOTION
 DA0554
 DA0554  HISTORY     - Date     Condition        Report By
 DA0554  HISTORY     - 1930     MONUMENTED       USGS
 DA0554  HISTORY     - 1953     GOOD             NGS
 DA0554  HISTORY     - 1980     GOOD             NGS
 DA0554
 DA0554                          STATION DESCRIPTION
 DA0554
 DA0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0554'10.6 MI N FROM AJO.
 DA0554'10.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0554'FROM THE STATION AT AJO, 0.4 MILE NORTHEAST OF THE MARICOPA-PIMA
 DA0554'COUNTY LINE, 0.35 MILE NORTHEAST OF THE CROSSING OF A DIRT ROAD, 24
 DA0554'FEET NORTHWEST OF MILEPOLE 33, 119.5 FEET NORTHWEST OF THE NORTHWEST
 DA0554'RAIL, 74 FEET SOUTHEAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY,
 DA0554'1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 DA0554'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 DA0554'ABOVE THE GROUND.
 DA0554
 DA0554                          STATION RECOVERY (1980)
 DA0554
 DA0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0554'17.1 KM (10.65 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0554'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.6 KM (0.4 MI)
 DA0554'NORTHEAST OF THE MARICOPA-PIMA COUNTY LINE, AT RAILWAY MILEPOLE 33,
 DA0554'36.4 METERS (119 FT) NORTHWEST OF THE NORTHWEST RAIL, 20.4 METERS
 DA0554'(67.0 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD PARALLELING
 DA0554'THE TRACKS, 7.3 METERS (24.0 FT) NORTHWEST OF THE MILEPOST.
 DA0554'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA0554'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0412 ***********************************************************************
 DA0412  DESIGNATION -  R 110
 DA0412  PID         -  DA0412
 DA0412  STATE/COUNTY-  AZ/PIMA
 DA0412  USGS QUAD   -  GUNSIGHT (1990)
 DA0412
 DA0412                         *CURRENT SURVEY CONTROL
 DA0412  ___________________________________________________________________
 DA0412* NAD 83(1986)-  32 08 29.     (N)    112 42 43.     (W)     SCALED    
 DA0412* NAVD 88     -       612.13   (+/-2cm)    2008.3    (feet)  VERTCON   
 DA0412  ___________________________________________________________________
 DA0412  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0412
 DA0412.The horizontal coordinates were scaled from a topographic map and have
 DA0412.an estimated accuracy of +/- 6 seconds.
 DA0412
 DA0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0412.The vertical order pertains to the NGVD 29 superseded value.
 DA0412
 DA0412.The geoid height was determined by GEOID03.
 DA0412
 DA0412;                    North         East    Units  Estimated Accuracy
 DA0412;SPC AZ C     -   126,820.      138,330.      MT  (+/- 180 meters Scaled)
 DA0412
 DA0412                          SUPERSEDED SURVEY CONTROL
 DA0412
 DA0412  NGVD 29 (??/??/92)  611.386  (m)         2005.86   (f) ADJ UNCH    2 0
 DA0412
 DA0412.Superseded values are not recommended for survey control.
 DA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0412.See file dsdata.txt to determine how the superseded data were derived.
 DA0412
 DA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA385573(NAD 83)
 DA0412_MARKER: DB = BENCH MARK DISK
 DA0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0412_STAMPING: R 110 1935
 DA0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0412+STABILITY: SURFACE MOTION
 DA0412
 DA0412  HISTORY     - Date     Condition        Report By
 DA0412  HISTORY     - 1935     MONUMENTED       CGS
 DA0412  HISTORY     - 1952     GOOD             NGS
 DA0412
 DA0412                          STATION DESCRIPTION
 DA0412
 DA0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0412'23.55 MI SE FROM AJO.
 DA0412'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0412'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 10.8 MILES SOUTHEAST
 DA0412'ALONG HIGHWAY 86 TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE
 DA0412'SONOYTA-AJO HIGHWAY TO AN INTERSECTION, THENCE 3.45 MILES EAST ALONG A
 DA0412'TRACK ROAD LEADING EAST TO WALLS WELL, AT A SLIGHT TURN IN THE ROAD
 DA0412'AND NORTH OF GUNSIGHT PEAK, 22 1/2 FEET NORTH OF THE CENTER LINE OF
 DA0412'THE ROAD, 1.3 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 DA0412'ROAD, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0133 ***********************************************************************
 ET0133  DESIGNATION -  R 111
 ET0133  PID         -  ET0133
 ET0133  STATE/COUNTY-  AZ/YAVAPAI
 ET0133  USGS QUAD   -  CHERRY (1973)
 ET0133
 ET0133                         *CURRENT SURVEY CONTROL
 ET0133  ___________________________________________________________________
 ET0133* NAD 83(1986)-  34 32 39.     (N)    112 06 13.     (W)     SCALED    
 ET0133* NAVD 88     -      1468.93   (+/-2cm)    4819.3    (feet)  VERTCON   
 ET0133  ___________________________________________________________________
 ET0133  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ET0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0133
 ET0133.The horizontal coordinates were scaled from a topographic map and have
 ET0133.an estimated accuracy of +/- 6 seconds.
 ET0133
 ET0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0133.The vertical order pertains to the NGVD 29 superseded value.
 ET0133
 ET0133.The geoid height was determined by GEOID03.
 ET0133
 ET0133;                    North         East    Units  Estimated Accuracy
 ET0133;SPC AZ C     -   393,030.      196,200.      MT  (+/- 180 meters Scaled)
 ET0133
 ET0133                          SUPERSEDED SURVEY CONTROL
 ET0133
 ET0133  NGVD 29 (??/??/92) 1468.121  (m)         4816.66   (f) ADJ UNCH    2 0
 ET0133
 ET0133.Superseded values are not recommended for survey control.
 ET0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0133.See file dsdata.txt to determine how the superseded data were derived.
 ET0133
 ET0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD987230(NAD 83)
 ET0133_MARKER: DB = BENCH MARK DISK
 ET0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0133_STAMPING: R 111 1935
 ET0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0133+STABILITY: SURFACE MOTION
 ET0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0133+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0133
 ET0133  HISTORY     - Date     Condition        Report By
 ET0133  HISTORY     - 1935     MONUMENTED       CGS
 ET0133  HISTORY     - 1973     GOOD             USGS
 ET0133  HISTORY     - 20080517 GOOD             GEOCAC
 ET0133  HISTORY     - 20080711 GOOD             GEOCAC
 ET0133
 ET0133                          STATION DESCRIPTION
 ET0133
 ET0133'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0133'6.2 MI SW FROM DEWEY.
 ET0133'ABOUT 6.4 MILES SOUTHEAST ALONG THE DEWEY ROAD FROM THE CROSSING OF
 ET0133'CHERRY CREEK IN CHERRY, YAVAPAI COUNTY, ABOUT 100 FT. NORTH OF A SMALL
 ET0133'TOP, ABOUT 100 METERS SOUTHWEST OF A LARGE PROSPECT, 50 FT. NORTH OF
 ET0133'THE CENTERLINE OF THE ROAD, AND ABOUT 5 FT. HIGHER THAN THE ROAD, SET
 ET0133'IN A CONCRETE POST A STANDARD TABLET.
 ET0133
 ET0133                          STATION RECOVERY (2008)
 ET0133
 ET0133'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0133'RECOVERED IN GOOD CONDITION.
 ET0133
 ET0133                          STATION RECOVERY (2008)
 ET0133
 ET0133'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0133'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0133'THE DESCRIPTION - THE MARK IS 2.5 FEET NORTHWEST OF A WITNESS POST.
 ET0133'HANDHELD COORDINATES
 ET0133'34 32 39.7 (N)   112 06 12.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0834 ***********************************************************************
 CZ0834  DESIGNATION -  R 112 RESET
 CZ0834  PID         -  CZ0834
 CZ0834  STATE/COUNTY-  AZ/PIMA
 CZ0834  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0834
 CZ0834                         *CURRENT SURVEY CONTROL
 CZ0834  ___________________________________________________________________
 CZ0834* NAD 83(1986)-  32 10 18.     (N)    111 04 12.     (W)     SCALED    
 CZ0834* NAVD 88     -       788.18   (+/-2cm)    2585.9    (feet)  VERTCON   
 CZ0834  ___________________________________________________________________
 CZ0834  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 CZ0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0834
 CZ0834.The horizontal coordinates were scaled from a topographic map and have
 CZ0834.an estimated accuracy of +/- 6 seconds.
 CZ0834
 CZ0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0834.The vertical order pertains to the NGVD 29 superseded value.
 CZ0834
 CZ0834.The geoid height was determined by GEOID03.
 CZ0834
 CZ0834;                    North         East    Units  Estimated Accuracy
 CZ0834;SPC AZ C     -   130,220.      293,210.      MT  (+/- 180 meters Scaled)
 CZ0834
 CZ0834                          SUPERSEDED SURVEY CONTROL
 CZ0834
 CZ0834  NGVD 29 (??/??/92)  787.488  (m)         2583.62   (f) ADJ UNCH    2 0
 CZ0834
 CZ0834.Superseded values are not recommended for survey control.
 CZ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0834.See file dsdata.txt to determine how the superseded data were derived.
 CZ0834
 CZ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA934594(NAD 83)
 CZ0834_MARKER: DB = BENCH MARK DISK
 CZ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0834_STAMPING: R 112 1935 RESET 1951
 CZ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0834+STABILITY: SURFACE MOTION
 CZ0834
 CZ0834  HISTORY     - Date     Condition        Report By
 CZ0834  HISTORY     - 1951     MONUMENTED       CGS
 CZ0834  HISTORY     - 19950108 GOOD             USPSQD
 CZ0834  HISTORY     - 19990103 GOOD             USPSQD
 CZ0834  HISTORY     - 20011210 MARK NOT FOUND   NGS
 CZ0834
 CZ0834                          STATION DESCRIPTION
 CZ0834
 CZ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0834'6.2 MI SW FROM TUCSON.
 CZ0834'6.2 MILES WEST OF THE U.S. VETERANS HOSPITAL, TUCSON, ALONG STATE
 CZ0834'HIGHWAY 86 (AJO-TUCSON), AT THE JUNCTION OF KINNEY ROAD LEADING
 CZ0834'NORTHWEST, 81 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66
 CZ0834'FEET NORTHWEST OF A POWER LINE POLE, 48 1/2 FEET SOUTHWEST OF THE
 CZ0834'CENTER LINE OF KINNEY ROAD, 2.5 FEET NORTH OF A WITNESS POST, AND
 CZ0834'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CZ0834'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0834
 CZ0834                          STATION RECOVERY (1995)
 CZ0834
 CZ0834'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0834'RECOVERED IN GOOD CONDITION.
 CZ0834
 CZ0834                          STATION RECOVERY (1999)
 CZ0834
 CZ0834'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0834'RECOVERED IN GOOD CONDITION.
 CZ0834
 CZ0834                          STATION RECOVERY (2001)
 CZ0834
 CZ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ0834'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0290 ***********************************************************************
 ER0290  DESIGNATION -  R 114
 ER0290  PID         -  ER0290
 ER0290  STATE/COUNTY-  AZ/APACHE
 ER0290  USGS QUAD   -  GREENS PEAK (1969)
 ER0290
 ER0290                         *CURRENT SURVEY CONTROL
 ER0290  ___________________________________________________________________
 ER0290* NAD 83(1986)-  34 01 14.     (N)    109 30 52.     (W)     SCALED    
 ER0290* NAVD 88     -      2805.177  (meters)    9203.32   (feet)  ADJUSTED  
 ER0290  ___________________________________________________________________
 ER0290  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 ER0290  DYNAMIC HT  -        2800.514 (meters)    9188.02  (feet)  COMP
 ER0290  MODELED GRAV-     978,870.8   (mgal)                       NAVD 88
 ER0290
 ER0290  VERT ORDER  -  SECOND    CLASS 0
 ER0290
 ER0290.The horizontal coordinates were scaled from a topographic map and have
 ER0290.an estimated accuracy of +/- 6 seconds.
 ER0290
 ER0290.The orthometric height was determined by differential leveling
 ER0290.and adjusted in June 1991.
 ER0290
 ER0290.The geoid height was determined by GEOID03.
 ER0290
 ER0290.The dynamic height is computed by dividing the NAVD 88
 ER0290.geopotential number by the normal gravity value computed on the
 ER0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0290.degrees latitude (g = 980.6199 gals.).
 ER0290
 ER0290.The modeled gravity was interpolated from observed gravity values.
 ER0290
 ER0290;                    North         East    Units  Estimated Accuracy
 ER0290;SPC AZ E     -   335,130.      273,600.      MT  (+/- 180 meters Scaled)
 ER0290
 ER0290                          SUPERSEDED SURVEY CONTROL
 ER0290
 ER0290  NGVD 29 (??/??/92) 2803.964  (m)         9199.34   (f) ADJ UNCH    2 0
 ER0290
 ER0290.Superseded values are not recommended for survey control.
 ER0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0290.See file dsdata.txt to determine how the superseded data were derived.
 ER0290
 ER0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC371654(NAD 83)
 ER0290_MARKER: DB = BENCH MARK DISK
 ER0290_SETTING: 80 = SET IN A BOULDER
 ER0290_SP_SET: BOULDER
 ER0290_STAMPING: R-114 1935
 ER0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0290+STABILITY: SURFACE MOTION
 ER0290
 ER0290  HISTORY     - Date     Condition        Report By
 ER0290  HISTORY     - 1935     MONUMENTED       CGS
 ER0290
 ER0290                          STATION DESCRIPTION
 ER0290
 ER0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0290'15.7 MI SW FROM SPRINGERVILLE.
 ER0290'15.7 MI SW ON STATE HWY NO. 73, THENCE 2.7 MI S ALONG ROAD TO VOIGT
 ER0290'RANCH.  ON THE ROAD TO THE VOIGT RANCH, ABOUT 200 YDS N OF A CATTLE
 ER0290'GUARD, 20 FEET NW OF A LONE PINE TREE, 21 FEET E OF THE CENTERLINE OF
 ER0290'THE ROAD, AND ABOUT 4 FEET ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0452 ***********************************************************************
 CG0452  DESIGNATION -  R 115
 CG0452  PID         -  CG0452
 CG0452  STATE/COUNTY-  AZ/PIMA
 CG0452  USGS QUAD   -  PENITAS HILLS (1979)
 CG0452
 CG0452                         *CURRENT SURVEY CONTROL
 CG0452  ___________________________________________________________________
 CG0452* NAD 83(1986)-  31 50 27.     (N)    111 16 20.     (W)     SCALED    
 CG0452* NAVD 88     -      1159.61   (+/-2cm)    3804.5    (feet)  VERTCON   
 CG0452  ___________________________________________________________________
 CG0452  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CG0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0452
 CG0452.The horizontal coordinates were scaled from a topographic map and have
 CG0452.an estimated accuracy of +/- 6 seconds.
 CG0452
 CG0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0452.The vertical order pertains to the NGVD 29 superseded value.
 CG0452
 CG0452.The geoid height was determined by GEOID03.
 CG0452
 CG0452;                    North         East    Units  Estimated Accuracy
 CG0452;SPC AZ C     -    93,400.      274,360.      MT  (+/- 180 meters Scaled)
 CG0452
 CG0452                          SUPERSEDED SURVEY CONTROL
 CG0452
 CG0452  NGVD 29 (??/??/92) 1158.817  (m)         3801.89   (f) ADJ UNCH    2 0
 CG0452
 CG0452.Superseded values are not recommended for survey control.
 CG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0452.See file dsdata.txt to determine how the superseded data were derived.
 CG0452
 CG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA742228(NAD 83)
 CG0452_MARKER: DB = BENCH MARK DISK
 CG0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0452_STAMPING: R 115 1935
 CG0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0452+STABILITY: SURFACE MOTION
 CG0452
 CG0452  HISTORY     - Date     Condition        Report By
 CG0452  HISTORY     - 1935     MONUMENTED       CGS
 CG0452
 CG0452                          STATION DESCRIPTION
 CG0452
 CG0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0452'20 MI NW FROM ARIVACA JCT.
 CG0452'20.0 MILES NORTHWEST OF ARIVACA JUNCTION, PIMA COUNTY, 5.5 MILES WEST
 CG0452'ALONG THE ARIVACA ROAD, THENCE 6.6 MILES NORTHWEST ALONG THE BATAMOTE
 CG0452'RANCH ROAD TO BATAMORE RANCH, AND THENCE 7.9 MILES NORTHWEST ALONG THE
 CG0452'SAN JUAN RANCH ROAD.  IT IS 0.4 MILE NORTH OF SAN JUAN RANCH, 110 FEET
 CG0452'SOUTH OF A DEEP WASH CROSSING THE RAOD, AND 56 FEET EAST OF THE
 CG0452'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED R 115 1935 AND SET
 CG0452'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0517 ***********************************************************************
 FS0517  DESIGNATION -  R 116
 FS0517  PID         -  FS0517
 FS0517  STATE/COUNTY-  AZ/MOHAVE
 FS0517  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0517
 FS0517                         *CURRENT SURVEY CONTROL
 FS0517  ___________________________________________________________________
 FS0517* NAD 83(1986)-  35 24 52.     (N)    114 15 40.     (W)     SCALED    
 FS0517* NAVD 88     -      1101.756  (meters)    3614.68   (feet)  ADJUSTED  
 FS0517  ___________________________________________________________________
 FS0517  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0517  DYNAMIC HT  -        1100.458 (meters)    3610.42  (feet)  COMP
 FS0517  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 FS0517
 FS0517  VERT ORDER  -  FIRST     CLASS II
 FS0517
 FS0517.The horizontal coordinates were scaled from a topographic map and have
 FS0517.an estimated accuracy of +/- 6 seconds.
 FS0517
 FS0517.The orthometric height was determined by differential leveling
 FS0517.and adjusted in June 1991.
 FS0517
 FS0517.The geoid height was determined by GEOID03.
 FS0517
 FS0517.The dynamic height is computed by dividing the NAVD 88
 FS0517.geopotential number by the normal gravity value computed on the
 FS0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0517.degrees latitude (g = 980.6199 gals.).
 FS0517
 FS0517.The modeled gravity was interpolated from observed gravity values.
 FS0517
 FS0517;                    North         East    Units  Estimated Accuracy
 FS0517;SPC AZ W     -   489,690.      166,940.      MT  (+/- 180 meters Scaled)
 FS0517
 FS0517                          SUPERSEDED SURVEY CONTROL
 FS0517
 FS0517  NGVD 29 (??/??/92) 1100.929  (m)         3611.96   (f) ADJ UNCH    1 2
 FS0517
 FS0517.Superseded values are not recommended for survey control.
 FS0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0517.See file dsdata.txt to determine how the superseded data were derived.
 FS0517
 FS0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV486224(NAD 83)
 FS0517_MARKER: DB = BENCH MARK DISK
 FS0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0517_STAMPING: R 116 1935
 FS0517_MARK LOGO: CGS   
 FS0517_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0517+STABILITY: SURFACE MOTION
 FS0517
 FS0517  HISTORY     - Date     Condition        Report By
 FS0517  HISTORY     - 1935     MONUMENTED       CGS
 FS0517  HISTORY     - 1940     GOOD             NGS
 FS0517  HISTORY     - 1982     GOOD             NGS
 FS0517
 FS0517                          STATION DESCRIPTION
 FS0517
 FS0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0517'3.8 MI NW FROM CHLORIDE.
 FS0517'3.8 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, 0.7 MILE
 FS0517'SOUTHEAST OF THE POINT WHERE U.S. HIGHWAY 93 CROSSES THE OLD
 FS0517'ROAD, 250 FEET WEST OF THE CENTER OF A DEEP WASH, 65 FEET SOUTH
 FS0517'OF THE CENTERLINE OF THE OLD ROAD, AND 2.5 FEET SOUTH OF A WHITE
 FS0517'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R116 1935 AND
 FS0517'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0517
 FS0517                          STATION RECOVERY (1982)
 FS0517
 FS0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0517'6.1 KM (3.8 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0517'IN CHLORIDE, 0.2 KM (0.15 MI) SOUTHEAST OF THE CROSSING OF BIG WASH,
 FS0517'1.1 KM (0.7 MI) SOUTHEAST OF THE INTERSECTION OF US HIGHWAY 93, 76.2
 FS0517'METERS (250 FT) WEST OF THE CENTER OF A DEEP WASH, 19.8 METERS (65 FT)
 FS0517'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0517'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0603 ***********************************************************************
 CG0603  DESIGNATION -  R 117
 CG0603  PID         -  CG0603
 CG0603  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0603  USGS QUAD   -  BARTLETT MTN (1982)
 CG0603
 CG0603                         *CURRENT SURVEY CONTROL
 CG0603  ___________________________________________________________________
 CG0603* NAD 83(1986)-  31 29 26.     (N)    111 16 41.     (W)     SCALED    
 CG0603* NAVD 88     -      1220.69   (+/-2cm)    4004.9    (feet)  VERTCON   
 CG0603  ___________________________________________________________________
 CG0603  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CG0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0603
 CG0603.The horizontal coordinates were scaled from a topographic map and have
 CG0603.an estimated accuracy of +/- 6 seconds.
 CG0603
 CG0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0603.The vertical order pertains to the NGVD 29 superseded value.
 CG0603
 CG0603.The geoid height was determined by GEOID03.
 CG0603
 CG0603;                    North         East    Units  Estimated Accuracy
 CG0603;SPC AZ C     -    54,560.      274,030.      MT  (+/- 180 meters Scaled)
 CG0603
 CG0603                          SUPERSEDED SURVEY CONTROL
 CG0603
 CG0603  NGVD 29 (??/??/92) 1219.818  (m)         4002.02   (f) ADJ UNCH    2 0
 CG0603
 CG0603.Superseded values are not recommended for survey control.
 CG0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0603.See file dsdata.txt to determine how the superseded data were derived.
 CG0603
 CG0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV735840(NAD 83)
 CG0603_MARKER: DB = BENCH MARK DISK
 CG0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0603_STAMPING: R 117 1935
 CG0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0603+STABILITY: SURFACE MOTION
 CG0603
 CG0603  HISTORY     - Date     Condition        Report By
 CG0603  HISTORY     - 1935     MONUMENTED       CGS
 CG0603  HISTORY     - 1977     GOOD             USGS
 CG0603
 CG0603                          STATION DESCRIPTION
 CG0603
 CG0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0603'3.8 MI NW FROM RUBY.
 CG0603'3.8 MILES NORTHWEST ALONG THE ARIVACA ROAD FROM RUBY, SANTA CRUZ
 CG0603'COUNTY, 0.2 MILE SOUTH OF AN ADOBE HOUSE AND THE JUNCTION OF THE ROAD
 CG0603'LEADING WEST TO THE GOLD PAN MINE, AND 53 FEET EAST OF THE CENTERLINE
 CG0603'OF THE ROAD.  A STANDARD DISK, STAMPED R 117 1935 AND SET IN THE TOP
 CG0603'OF A CONCRETE POST.
 CG0603
 CG0603                          STATION RECOVERY (1977)
 CG0603
 CG0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0603'CHANGE GOLD PAN MINE TO READ SAINT CHRISTOPHER MINE. DELETE ARIVACA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0723 ***********************************************************************
 CG0723  DESIGNATION -  R 118
 CG0723  PID         -  CG0723
 CG0723  STATE/COUNTY-  AZ/PIMA
 CG0723  USGS QUAD   -  SELLS EAST (1982)
 CG0723
 CG0723                         *CURRENT SURVEY CONTROL
 CG0723  ___________________________________________________________________
 CG0723* NAD 83(1986)-  31 53 47.     (N)    111 47 08.     (W)     SCALED    
 CG0723* NAVD 88     -       801.36   (+/-2cm)    2629.1    (feet)  VERTCON   
 CG0723  ___________________________________________________________________
 CG0723  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG0723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0723
 CG0723.The horizontal coordinates were scaled from a topographic map and have
 CG0723.an estimated accuracy of +/- 6 seconds.
 CG0723
 CG0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0723.The vertical order pertains to the NGVD 29 superseded value.
 CG0723
 CG0723.The geoid height was determined by GEOID03.
 CG0723
 CG0723;                    North         East    Units  Estimated Accuracy
 CG0723;SPC AZ C     -    99,390.      225,760.      MT  (+/- 180 meters Scaled)
 CG0723
 CG0723                          SUPERSEDED SURVEY CONTROL
 CG0723
 CG0723  NGVD 29 (??/??/92)  800.648  (m)         2626.79   (f) ADJ UNCH    2 0
 CG0723
 CG0723.Superseded values are not recommended for survey control.
 CG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0723.See file dsdata.txt to determine how the superseded data were derived.
 CG0723
 CG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA257292(NAD 83)
 CG0723_MARKER: DB = BENCH MARK DISK
 CG0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0723_SP_SET: STEP
 CG0723_STAMPING: R 118 1935
 CG0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0723
 CG0723  HISTORY     - Date     Condition        Report By
 CG0723  HISTORY     - 1935     MONUMENTED       CGS
 CG0723  HISTORY     - 1952     GOOD             NGS
 CG0723
 CG0723                          STATION DESCRIPTION
 CG0723
 CG0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0723'9.6 MI E FROM SELLS.
 CG0723'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0723'THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 86, THENCE 3.6 MILES
 CG0723'SOUTHWEST ALONG A GRAVEL ROAD, AT THE LITTLE TUCSON CHURCH, AND SET IN
 CG0723'THE TOP OF THE CONCRETE STEP AT THE NORTH END OF THE STEP AT THE
 CG0723'ENTRANCE TO THE CHURCH, 6.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 CG0723'CHURCH BUILDING, 3.7 FEET NORTH OF THE CENTER OF THE DOORS TO THE
 CG0723'CHURCH, 0.5 FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE STEPS, AND
 CG0723'ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0724 ***********************************************************************
 CG0724  DESIGNATION -  R 118 RM
 CG0724  PID         -  CG0724
 CG0724  STATE/COUNTY-  AZ/PIMA
 CG0724  USGS QUAD   -  SELLS EAST (1982)
 CG0724
 CG0724                         *CURRENT SURVEY CONTROL
 CG0724  ___________________________________________________________________
 CG0724* NAD 83(1986)-  31 53 49.     (N)    111 47 06.     (W)     SCALED    
 CG0724* NAVD 88     -       801.58   (+/-2cm)    2629.9    (feet)  VERTCON   
 CG0724  ___________________________________________________________________
 CG0724  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0724
 CG0724.The horizontal coordinates were scaled from a topographic map and have
 CG0724.an estimated accuracy of +/- 6 seconds.
 CG0724
 CG0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0724.The vertical order pertains to the NGVD 29 superseded value.
 CG0724
 CG0724.The geoid height was determined by GEOID03.
 CG0724
 CG0724;                    North         East    Units  Estimated Accuracy
 CG0724;SPC AZ C     -    99,450.      225,810.      MT  (+/- 180 meters Scaled)
 CG0724
 CG0724                          SUPERSEDED SURVEY CONTROL
 CG0724
 CG0724  NGVD 29 (??/??/92)  800.861  (m)         2627.49   (f) ADJ UNCH    2 0
 CG0724
 CG0724.Superseded values are not recommended for survey control.
 CG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0724.See file dsdata.txt to determine how the superseded data were derived.
 CG0724
 CG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA257292(NAD 83)
 CG0724_MARKER: N = NAIL
 CG0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0724_SP_SET: TREE
 CG0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0724
 CG0724  HISTORY     - Date     Condition        Report By
 CG0724  HISTORY     - UNK      MONUMENTED       USGS
 CG0724  HISTORY     - 1952     GOOD             NGS
 CG0724
 CG0724                          STATION DESCRIPTION
 CG0724
 CG0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0724'9.55 MI E FROM SELLS.
 CG0724'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0724'THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 86, THENCE 3.55 MILES
 CG0724'SOUTHWEST ALONG A GRAVEL ROAD, AT LITTLE TUCSON CHURCH, A COPPER NAIL
 CG0724'AND WASHER SET IN THE NORTH BASE OF A LONE MESQUITE TREE, 247.8 FEET
 CG0724'NORTHEAST OF B.M. R 118 IN THE STEP OF THE CHURCH, 77 1/2 FEET SOUTH
 CG0724'OF THE CENTER LINE OF A ROAD LEADING WEST, AND ABOUT 1 FOOT HIGHER
 CG0724'THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0394 ***********************************************************************
 FS0394  DESIGNATION -  R 119
 FS0394  PID         -  FS0394
 FS0394  STATE/COUNTY-  AZ/MOHAVE
 FS0394  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0394
 FS0394                         *CURRENT SURVEY CONTROL
 FS0394  ___________________________________________________________________
 FS0394* NAD 83(1986)-  35 55 11.     (N)    114 29 39.     (W)     SCALED    
 FS0394* NAVD 88     -       544.612  (meters)    1786.78   (feet)  POSTED    
 FS0394  ___________________________________________________________________
 FS0394  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FS0394  DYNAMIC HT  -         544.060 (meters)    1784.97  (feet)  COMP
 FS0394  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 FS0394
 FS0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0394
 FS0394.The horizontal coordinates were scaled from a topographic map and have
 FS0394.an estimated accuracy of +/- 6 seconds.
 FS0394
 FS0394.The orthometric height was determined by differential leveling
 FS0394.and adjusted by the  in 1992.
 FS0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0394.rate of 0.0 thru 1.0 mm/km.
 FS0394
 FS0394.The geoid height was determined by GEOID03.
 FS0394
 FS0394.The dynamic height is computed by dividing the NAVD 88
 FS0394.geopotential number by the normal gravity value computed on the
 FS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0394.degrees latitude (g = 980.6199 gals.).
 FS0394
 FS0394.The modeled gravity was interpolated from observed gravity values.
 FS0394
 FS0394;                    North         East    Units  Estimated Accuracy
 FS0394;SPC AZ W     -   545,880.      146,200.      MT  (+/- 180 meters Scaled)
 FS0394
 FS0394                          SUPERSEDED SURVEY CONTROL
 FS0394
 FS0394  NGVD 29 (??/??/92)  543.887  (m)         1784.40   (f) ADJ UNCH    1 1
 FS0394
 FS0394.Superseded values are not recommended for survey control.
 FS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0394.See file dsdata.txt to determine how the superseded data were derived.
 FS0394
 FS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV260779(NAD 83)
 FS0394_MARKER: DB = BENCH MARK DISK
 FS0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0394_STAMPING: R 119 1935
 FS0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0394+STABILITY: SURFACE MOTION
 FS0394
 FS0394  HISTORY     - Date     Condition        Report By
 FS0394  HISTORY     - 1935     MONUMENTED       CGS
 FS0394  HISTORY     - 1950     GOOD             NGS
 FS0394  HISTORY     - 1963     GOOD             NGS
 FS0394
 FS0394                          STATION DESCRIPTION
 FS0394
 FS0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0394'11.4 MI S FROM MOUTH OF DETRITAL WASH.
 FS0394'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0394'MEAD, THENCE 4.5 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.4
 FS0394'MILE SOUTH OF A DIM DIRT ROAD LEADING SOUTHEAST, 0.1 MILE SOUTH
 FS0394'OF A PROMINENT DRY WASH AT THE BOTTOM OF A GRADE, ON THE
 FS0394'SOUTHEAST SLOPE OF A ROUND-TOPPED KNOLL, AT THE SOUTH END OF A
 FS0394'DETOUR ROAD, 68 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 1/2
 FS0394'FEET WEST OF THE CENTER LINE OF THE DETOUR ROAD, 2.9 FEET
 FS0394'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD,
 FS0394'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 FS0394'THE GROUND.
 FS0394
 FS0394                          STATION RECOVERY (1963)
 FS0394
 FS0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0306 ***********************************************************************
 DA0306  DESIGNATION -  R 12
 DA0306  PID         -  DA0306
 DA0306  STATE/COUNTY-  AZ/PIMA
 DA0306  USGS QUAD   -  AJO NORTH (1990)
 DA0306
 DA0306                         *CURRENT SURVEY CONTROL
 DA0306  ___________________________________________________________________
 DA0306* NAD 83(1986)-  32 28 14.     (N)    112 52 00.     (W)     SCALED    
 DA0306* NAVD 88     -       421.78   (+/-2cm)    1383.8    (feet)  VERTCON   
 DA0306  ___________________________________________________________________
 DA0306  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0306  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0306
 DA0306.The horizontal coordinates were scaled from a topographic map and have
 DA0306.an estimated accuracy of +/- 6 seconds.
 DA0306
 DA0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0306.The vertical order pertains to the NGVD 29 superseded value.
 DA0306
 DA0306.The geoid height was determined by GEOID03.
 DA0306
 DA0306;                    North         East    Units  Estimated Accuracy
 DA0306;SPC AZ C     -   163,440.      124,060.      MT  (+/- 180 meters Scaled)
 DA0306
 DA0306                          SUPERSEDED SURVEY CONTROL
 DA0306
 DA0306  NGVD 29 (??/??/92)  421.117  (m)         1381.61   (f) ADJ UNCH    1 2
 DA0306
 DA0306.Superseded values are not recommended for survey control.
 DA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0306.See file dsdata.txt to determine how the superseded data were derived.
 DA0306
 DA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA245941(NAD 83)
 DA0306_MARKER: DD = SURVEY DISK
 DA0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0306_STAMPING: R 12 1930
 DA0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0306+STABILITY: SURFACE MOTION
 DA0306
 DA0306  HISTORY     - Date     Condition        Report By
 DA0306  HISTORY     - 1930     MONUMENTED       USGS
 DA0306  HISTORY     - 1953     GOOD             NGS
 DA0306  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0306
 DA0306                          STATION DESCRIPTION
 DA0306
 DA0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0306'7.6 MI N FROM AJO.
 DA0306'7.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0306'THE STATION AT AJO, 54 1/2 FEET NORTHEAST OF MILEPOLE 36, 0.1 MILE
 DA0306'NORTHWEST OF WOODEN BRIDGE 361, 41.2 FEET SOUTHWEST OF THE SOUTHWEST
 DA0306'RAIL, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 DA0306'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0306'GROUND.
 DA0306
 DA0306                          STATION RECOVERY (1980)
 DA0306
 DA0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0306'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-GRADING
 DA0306'IN AREA DESCRIBED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1083 ***********************************************************************
 DV1083  DESIGNATION -  R 12
 DV1083  PID         -  DV1083
 DV1083  STATE/COUNTY-  AZ/LA PAZ
 DV1083  USGS QUAD   -  SALOME (1990)
 DV1083
 DV1083                         *CURRENT SURVEY CONTROL
 DV1083  ___________________________________________________________________
 DV1083* NAD 83(1986)-  33 46 51.     (N)    113 36 53.     (W)     SCALED    
 DV1083* NAVD 88     -       571.11   (+/-2cm)    1873.7    (feet)  VERTCON   
 DV1083  ___________________________________________________________________
 DV1083  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV1083  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1083
 DV1083.The horizontal coordinates were scaled from a topographic map and have
 DV1083.an estimated accuracy of +/- 6 seconds.
 DV1083
 DV1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1083.The vertical order pertains to the NGVD 29 superseded value.
 DV1083
 DV1083.The geoid height was determined by GEOID03.
 DV1083
 DV1083;                    North         East    Units  Estimated Accuracy
 DV1083;SPC AZ W     -   308,370.      225,890.      MT  (+/- 180 meters Scaled)
 DV1083
 DV1083                          SUPERSEDED SURVEY CONTROL
 DV1083
 DV1083  NGVD 29 (??/??/92)  570.41   (m)         1871.4    (f) COMPUTED    1 2
 DV1083
 DV1083.Superseded values are not recommended for survey control.
 DV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1083.See file dsdata.txt to determine how the superseded data were derived.
 DV1083
 DV1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC578409(NAD 83)
 DV1083_MARKER: DB = BENCH MARK DISK
 DV1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1083_STAMPING: 1871.420 R 12 1927
 DV1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1083+STABILITY: SURFACE MOTION
 DV1083
 DV1083  HISTORY     - Date     Condition        Report By
 DV1083  HISTORY     - 1927     MONUMENTED       CGS
 DV1083  HISTORY     - 1958     MARK NOT FOUND   USGS
 DV1083
 DV1083                          STATION DESCRIPTION
 DV1083
 DV1083'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DV1083'IN SALOME.
 DV1083'AT SALOME, YUMA COUNTY, AT THE SOUTHEAST EDGE OF TOWN, AT THE JUNCTION
 DV1083'OF U.S. HIGHWAY 60 AND THE ROAD LEADING TO HASSAYAMPA, 29 YARDS NORTH
 DV1083'OF THE NORTH GAS PUMP AT THE WILEY SERVICE STATION, 18 YARDS WEST OF
 DV1083'THE WEST CORNER OF A SPANISH-STYLE BUILDING, 15 YARDS NORTHEAST OF THE
 DV1083'CENTERLINE OF THE ROAD LEADING TO HASSAYAMPA, AND 35 FEET SOUTHEAST OF
 DV1083'U.S. HIGHWAY 60.  A STANDARD DISK, STAMPED 1871.420 R 12 1927 AND SET
 DV1083'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. NOTE--
 DV1083'CONSTRUCTION IN AREA.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0426 ***********************************************************************
 GR0426  DESIGNATION -  R 120
 GR0426  PID         -  GR0426
 GR0426  STATE/COUNTY-  AZ/MOHAVE
 GR0426  USGS QUAD   -  BONELLI BAY (1983)
 GR0426
 GR0426                         *CURRENT SURVEY CONTROL
 GR0426  ___________________________________________________________________
 GR0426* NAD 83(1986)-  36 01 39.     (N)    114 28 06.     (W)     SCALED    
 GR0426* NAVD 88     -       393.042  (meters)    1289.51   (feet)  POSTED    
 GR0426  ___________________________________________________________________
 GR0426  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0426  DYNAMIC HT  -         392.650 (meters)    1288.22  (feet)  COMP
 GR0426  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 GR0426
 GR0426  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0426
 GR0426.The horizontal coordinates were scaled from a topographic map and have
 GR0426.an estimated accuracy of +/- 6 seconds.
 GR0426
 GR0426.The orthometric height was determined by differential leveling
 GR0426.and adjusted by the  in 1992.
 GR0426.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0426.rate of 0.0 thru 1.0 mm/km.
 GR0426
 GR0426.The geoid height was determined by GEOID03.
 GR0426
 GR0426.The dynamic height is computed by dividing the NAVD 88
 GR0426.geopotential number by the normal gravity value computed on the
 GR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0426.degrees latitude (g = 980.6199 gals.).
 GR0426
 GR0426.The modeled gravity was interpolated from observed gravity values.
 GR0426
 GR0426;                    North         East    Units  Estimated Accuracy
 GR0426;SPC AZ W     -   557,820.      148,620.      MT  (+/- 180 meters Scaled)
 GR0426
 GR0426                          SUPERSEDED SURVEY CONTROL
 GR0426
 GR0426  NGVD 29 (??/??/92)  392.322  (m)         1287.14   (f) ADJ UNCH    1 1
 GR0426
 GR0426.Superseded values are not recommended for survey control.
 GR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0426.See file dsdata.txt to determine how the superseded data were derived.
 GR0426
 GR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV281899(NAD 83)
 GR0426_MARKER: DB = BENCH MARK DISK
 GR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0426_STAMPING: R 120 1935
 GR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0426+STABILITY: SURFACE MOTION
 GR0426
 GR0426  HISTORY     - Date     Condition        Report By
 GR0426  HISTORY     - 1935     MONUMENTED       CGS
 GR0426  HISTORY     - 1950     GOOD             NGS
 GR0426  HISTORY     - 1963     GOOD             NGS
 GR0426
 GR0426                          STATION DESCRIPTION
 GR0426
 GR0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0426'2.0 MI S FROM MOUTH OF DETRITAL WASH.
 GR0426'2.0 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0426'ABOUT 143 YARDS WEST OF THE WEST EDGE OF THE WASH, ABOUT 220 YARDS
 GR0426'EAST OF THE FOOTHILLS, AT THE EDGE OF THE HIGH WATER MARK, 2.8 FEET
 GR0426'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0426'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 GR0426
 GR0426                          STATION RECOVERY (1963)
 GR0426
 GR0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0937 ***********************************************************************
 FS0937  DESIGNATION -  R 121 RESET
 FS0937  PID         -  FS0937
 FS0937  STATE/COUNTY-  AZ/MOHAVE
 FS0937  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0937
 FS0937                         *CURRENT SURVEY CONTROL
 FS0937  ___________________________________________________________________
 FS0937* NAD 83(1986)-  35 38 36.     (N)    114 26 15.     (W)     SCALED    
 FS0937* NAVD 88     -       788.574  (meters)    2587.18   (feet)  ADJUSTED  
 FS0937  ___________________________________________________________________
 FS0937  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS0937  DYNAMIC HT  -         787.708 (meters)    2584.34  (feet)  COMP
 FS0937  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 FS0937
 FS0937  VERT ORDER  -  FIRST     CLASS II
 FS0937
 FS0937.The horizontal coordinates were scaled from a topographic map and have
 FS0937.an estimated accuracy of +/- 6 seconds.
 FS0937
 FS0937.The orthometric height was determined by differential leveling
 FS0937.and adjusted in June 1991.
 FS0937
 FS0937.The geoid height was determined by GEOID03.
 FS0937
 FS0937.The dynamic height is computed by dividing the NAVD 88
 FS0937.geopotential number by the normal gravity value computed on the
 FS0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0937.degrees latitude (g = 980.6199 gals.).
 FS0937
 FS0937.The modeled gravity was interpolated from observed gravity values.
 FS0937
 FS0937;                    North         East    Units  Estimated Accuracy
 FS0937;SPC AZ W     -   515,180.      151,100.      MT  (+/- 180 meters Scaled)
 FS0937
 FS0937                          SUPERSEDED SURVEY CONTROL
 FS0937
 FS0937.No superseded survey control is available for this station.
 FS0937
 FS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV320474(NAD 83)
 FS0937_MARKER: DB = BENCH MARK DISK
 FS0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0937_SP_SET: CONCRETE POST
 FS0937_STAMPING: R 121 RESET 1981
 FS0937_MARK LOGO: NGS   
 FS0937_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0937+STABILITY: SURFACE MOTION
 FS0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0937+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0937
 FS0937  HISTORY     - Date     Condition        Report By
 FS0937  HISTORY     - 1981     MONUMENTED       AZDT
 FS0937  HISTORY     - 1982     GOOD             NGS
 FS0937  HISTORY     - 20050717 GOOD             USPSQD
 FS0937
 FS0937                          STATION DESCRIPTION
 FS0937
 FS0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0937'32.0 KM (19.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0937'32.0 KM (19.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0937'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT MILEPOST 33, 30.4 METERS
 FS0937'(100 FT) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTHWEST,
 FS0937'29.6 METERS (97.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 FS0937'METER (2 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FS0937'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FS0937'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0937
 FS0937                          STATION RECOVERY (2005)
 FS0937
 FS0937'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0937'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0702 ***********************************************************************
 CG0702  DESIGNATION -  R 122
 CG0702  PID         -  CG0702
 CG0702  STATE/COUNTY-  AZ/PIMA
 CG0702  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0702
 CG0702                         *CURRENT SURVEY CONTROL
 CG0702  ___________________________________________________________________
 CG0702* NAD 83(1986)-  31 32 37.     (N)    111 41 04.     (W)     SCALED    
 CG0702* NAVD 88     -       887.41   (+/-2cm)    2911.4    (feet)  VERTCON   
 CG0702  ___________________________________________________________________
 CG0702  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CG0702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0702
 CG0702.The horizontal coordinates were scaled from a topographic map and have
 CG0702.an estimated accuracy of +/- 6 seconds.
 CG0702
 CG0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0702.The vertical order pertains to the NGVD 29 superseded value.
 CG0702
 CG0702.The geoid height was determined by GEOID03.
 CG0702
 CG0702;                    North         East    Units  Estimated Accuracy
 CG0702;SPC AZ C     -    60,290.      235,410.      MT  (+/- 180 meters Scaled)
 CG0702
 CG0702                          SUPERSEDED SURVEY CONTROL
 CG0702
 CG0702  NGVD 29 (??/??/92)  886.647  (m)         2908.94   (f) ADJ UNCH    2 0
 CG0702
 CG0702.Superseded values are not recommended for survey control.
 CG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0702.See file dsdata.txt to determine how the superseded data were derived.
 CG0702
 CG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV350900(NAD 83)
 CG0702_MARKER: DB = BENCH MARK DISK
 CG0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0702_STAMPING: R 122 1935
 CG0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0702+STABILITY: SURFACE MOTION
 CG0702
 CG0702  HISTORY     - Date     Condition        Report By
 CG0702  HISTORY     - 1935     MONUMENTED       CGS
 CG0702  HISTORY     - 1952     GOOD             NGS
 CG0702  HISTORY     - 1977     GOOD             USGS
 CG0702
 CG0702                          STATION DESCRIPTION
 CG0702
 CG0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0702'11.15 MI SE FROM SAN MIGUEL.
 CG0702'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0702'MIGUEL, THENCE 6.85 MILES SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, 150
 CG0702'FEET SOUTH OF THE CENTER OF A ROAD AND A SMALL WASH, 39 1/2 FEET EAST
 CG0702'OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A WITNESS POST,
 CG0702'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0702'POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND A METAL TAG STAMPED
 CG0702'2909.4.
 CG0702
 CG0702                          STATION RECOVERY (1977)
 CG0702
 CG0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0702'CHANGE ALONG BABOQUIVARI FOOT HILL RD. TO READ ALONG DIRT RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0149 ***********************************************************************
 DU0149  DESIGNATION -  R 123
 DU0149  PID         -  DU0149
 DU0149  STATE/COUNTY-  AZ/GILA
 DU0149  USGS QUAD   -  BRONCO GULCH (1966)
 DU0149
 DU0149                         *CURRENT SURVEY CONTROL
 DU0149  ___________________________________________________________________
 DU0149* NAD 83(1986)-  33 26 22.     (N)    110 12 43.     (W)     SCALED    
 DU0149* NAVD 88     -      1235.937  (meters)    4054.90   (feet)  ADJUSTED  
 DU0149  ___________________________________________________________________
 DU0149  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DU0149  DYNAMIC HT  -        1234.181 (meters)    4049.14  (feet)  COMP
 DU0149  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 DU0149
 DU0149  VERT ORDER  -  SECOND    CLASS 0
 DU0149
 DU0149.The horizontal coordinates were scaled from a topographic map and have
 DU0149.an estimated accuracy of +/- 6 seconds.
 DU0149
 DU0149.The orthometric height was determined by differential leveling
 DU0149.and adjusted in June 1991.
 DU0149
 DU0149.The geoid height was determined by GEOID03.
 DU0149
 DU0149.The dynamic height is computed by dividing the NAVD 88
 DU0149.geopotential number by the normal gravity value computed on the
 DU0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0149.degrees latitude (g = 980.6199 gals.).
 DU0149
 DU0149.The modeled gravity was interpolated from observed gravity values.
 DU0149
 DU0149;                    North         East    Units  Estimated Accuracy
 DU0149;SPC AZ E     -   270,490.      209,150.      MT  (+/- 180 meters Scaled)
 DU0149
 DU0149                          SUPERSEDED SURVEY CONTROL
 DU0149
 DU0149  NGVD 29 (??/??/92) 1235.263  (m)         4052.69   (f) ADJ UNCH    2 0
 DU0149
 DU0149.Superseded values are not recommended for survey control.
 DU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0149.See file dsdata.txt to determine how the superseded data were derived.
 DU0149
 DU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC732002(NAD 83)
 DU0149_MARKER: DB = BENCH MARK DISK
 DU0149_SETTING: 66 = SET IN ROCK OUTCROP
 DU0149_SP_SET: ROCK LEDGE
 DU0149_STAMPING: R 123 1935
 DU0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0149+STABILITY: POSITION/ELEVATION WELL
 DU0149
 DU0149  HISTORY     - Date     Condition        Report By
 DU0149  HISTORY     - 1935     MONUMENTED       CGS
 DU0149  HISTORY     - 1965     MARK NOT FOUND   NGS
 DU0149
 DU0149                          STATION DESCRIPTION
 DU0149
 DU0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0149'1.4 MI SE FROM WARM SPRING.
 DU0149'AT WARM SPRING, GILA COUNTY, 5.0 MILES NORTH OF THE JUNCTION OF THE
 DU0149'WARM SPRING ROAD AND THE ASH CREEK RANCH ROAD, 70 FEET NORTH OF A
 DU0149'24-INCH TREE, 45 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 20 FEET
 DU0149'NORTH OF THE SAN CARLOS RIVER, AND IN THE TOP OF A ROCK LEDGE. A
 DU0149'STANDARD DISK, STAMPED R 123 1935.
 DU0149
 DU0149                          STATION RECOVERY (1965)
 DU0149
 DU0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0497 ***********************************************************************
 FR0497  DESIGNATION -  R 124
 FR0497  PID         -  FR0497
 FR0497  STATE/COUNTY-  AZ/MOHAVE
 FR0497  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0497
 FR0497                         *CURRENT SURVEY CONTROL
 FR0497  ___________________________________________________________________
 FR0497* NAD 83(1986)-  35 17 34.     (N)    113 56 06.     (W)     SCALED    
 FR0497* NAVD 88     -      1003.888  (meters)    3293.59   (feet)  ADJUSTED  
 FR0497  ___________________________________________________________________
 FR0497  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FR0497  DYNAMIC HT  -        1002.695 (meters)    3289.68  (feet)  COMP
 FR0497  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FR0497
 FR0497  VERT ORDER  -  FIRST     CLASS I
 FR0497
 FR0497.The horizontal coordinates were scaled from a topographic map and have
 FR0497.an estimated accuracy of +/- 6 seconds.
 FR0497
 FR0497.The orthometric height was determined by differential leveling
 FR0497.and adjusted in June 1991.
 FR0497
 FR0497.The geoid height was determined by GEOID03.
 FR0497
 FR0497.The dynamic height is computed by dividing the NAVD 88
 FR0497.geopotential number by the normal gravity value computed on the
 FR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0497.degrees latitude (g = 980.6199 gals.).
 FR0497
 FR0497.The modeled gravity was interpolated from observed gravity values.
 FR0497
 FR0497;                    North         East    Units  Estimated Accuracy
 FR0497;SPC AZ W     -   476,080.      196,530.      MT  (+/- 180 meters Scaled)
 FR0497
 FR0497                          SUPERSEDED SURVEY CONTROL
 FR0497
 FR0497  NGVD 29 (??/??/92) 1003.086  (m)         3290.96   (f) ADJ UNCH    1 1
 FR0497
 FR0497.Superseded values are not recommended for survey control.
 FR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0497.See file dsdata.txt to determine how the superseded data were derived.
 FR0497
 FR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE330094(NAD 83)
 FR0497_MARKER: DB = BENCH MARK DISK
 FR0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0497_STAMPING: R 124 1935
 FR0497_MARK LOGO: CGS   
 FR0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0497+STABILITY: SURFACE MOTION
 FR0497
 FR0497  HISTORY     - Date     Condition        Report By
 FR0497  HISTORY     - 1935     MONUMENTED       CGS
 FR0497  HISTORY     - 1955     GOOD             NGS
 FR0497  HISTORY     - 1982     GOOD             NGS
 FR0497
 FR0497                          STATION DESCRIPTION
 FR0497
 FR0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0497'10.5 MI NE FROM KINGMAN.
 FR0497'10.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0497'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 160 FEET NORTHWEST OF
 FR0497'MILEPOST 506, 99 FEET NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK,
 FR0497'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT NORTH OF THE
 FR0497'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED R 124 1935 AND SET IN THE
 FR0497'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FR0497
 FR0497                          STATION RECOVERY (1982)
 FR0497
 FR0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0497'RECOVERED IN GOOD CONDITION.
 FR0497'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0682 ***********************************************************************
 FR0682  DESIGNATION -  R 125
 FR0682  PID         -  FR0682
 FR0682  STATE/COUNTY-  AZ/MOHAVE
 FR0682  USGS QUAD   -  MUSIC MOUNTAINS NW (1968)
 FR0682
 FR0682                         *CURRENT SURVEY CONTROL
 FR0682  ___________________________________________________________________
 FR0682* NAD 83(1986)-  35 40 32.     (N)    113 59 57.     (W)     SCALED    
 FR0682* NAVD 88     -       844.633  (meters)    2771.10   (feet)  POSTED    
 FR0682  ___________________________________________________________________
 FR0682  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FR0682  DYNAMIC HT  -         843.670 (meters)    2767.94  (feet)  COMP
 FR0682  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 FR0682
 FR0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0682
 FR0682.The horizontal coordinates were scaled from a topographic map and have
 FR0682.an estimated accuracy of +/- 6 seconds.
 FR0682
 FR0682.The orthometric height was determined by differential leveling
 FR0682.and adjusted by the  in 1992.
 FR0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0682.rate of 0.0 thru 1.0 mm/km.
 FR0682
 FR0682.The geoid height was determined by GEOID03.
 FR0682
 FR0682.The dynamic height is computed by dividing the NAVD 88
 FR0682.geopotential number by the normal gravity value computed on the
 FR0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0682.degrees latitude (g = 980.6199 gals.).
 FR0682
 FR0682.The modeled gravity was interpolated from observed gravity values.
 FR0682
 FR0682;                    North         East    Units  Estimated Accuracy
 FR0682;SPC AZ W     -   518,560.      190,800.      MT  (+/- 180 meters Scaled)
 FR0682
 FR0682                          SUPERSEDED SURVEY CONTROL
 FR0682
 FR0682  NGVD 29 (??/??/92)  843.876  (m)         2768.62   (f) ADJ UNCH    1 1
 FR0682
 FR0682.Superseded values are not recommended for survey control.
 FR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0682.See file dsdata.txt to determine how the superseded data were derived.
 FR0682
 FR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE285521(NAD 83)
 FR0682_MARKER: DB = BENCH MARK DISK
 FR0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0682_STAMPING: R 125 1935
 FR0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0682+STABILITY: SURFACE MOTION
 FR0682
 FR0682  HISTORY     - Date     Condition        Report By
 FR0682  HISTORY     - 1935     MONUMENTED       CGS
 FR0682  HISTORY     - 1940     GOOD             NGS
 FR0682  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0682
 FR0682                          STATION DESCRIPTION
 FR0682
 FR0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0682'26.9 MI N FROM HACKBERRY.
 FR0682'26.9 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0682'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 4.5 MILES
 FR0682'NORTHWEST OF THE MUSIC MOUNTAIN MILL SITE, 3.6 MILES NORTHWEST OF THE
 FR0682'JUNCTION OF THE NEW ROAD, 0.4 MILE SOUTHEAST OF A LARGE EARTH
 FR0682'RESERVOIR, 150 FEET EAST OF A JOG IN THE ROAD, 15 FEET NORTHEAST OF
 FR0682'THE CENTERLINE OF THE ROAD, AND 2.5 FEET WEST OF A WHITE WOODEN
 FR0682'WITNESS POST.  A STANDARD DISK, STAMPED R 125 1935 AND SET IN THE TOP
 FR0682'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- THE AREA
 FR0682'IN WHICH THE MARK SHOULD BE IS COVERED WITH A LARGE AMOUNT OF SEDIMENT
 FR0682'AND MARK MAY BE COVERED.
 FR0682
 FR0682                          STATION RECOVERY (1968)
 FR0682
 FR0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FR0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0373 ***********************************************************************
 GR0373  DESIGNATION -  R 126
 GR0373  PID         -  GR0373
 GR0373  STATE/COUNTY-  AZ/MOHAVE
 GR0373  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0373
 GR0373                         *CURRENT SURVEY CONTROL
 GR0373  ___________________________________________________________________
 GR0373* NAD 83(1986)-  36 03 13.     (N)    114 03 46.     (W)     SCALED    
 GR0373* NAVD 88     -       838.308  (meters)    2750.35   (feet)  POSTED    
 GR0373  ___________________________________________________________________
 GR0373  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR0373  DYNAMIC HT  -         837.410 (meters)    2747.40  (feet)  COMP
 GR0373  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 GR0373
 GR0373  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0373
 GR0373.The horizontal coordinates were scaled from a topographic map and have
 GR0373.an estimated accuracy of +/- 6 seconds.
 GR0373
 GR0373.The orthometric height was determined by differential leveling
 GR0373.and adjusted by the  in 1992.
 GR0373.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0373.rate of 0.0 thru 1.0 mm/km.
 GR0373
 GR0373.The geoid height was determined by GEOID03.
 GR0373
 GR0373.The dynamic height is computed by dividing the NAVD 88
 GR0373.geopotential number by the normal gravity value computed on the
 GR0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0373.degrees latitude (g = 980.6199 gals.).
 GR0373
 GR0373.The modeled gravity was interpolated from observed gravity values.
 GR0373
 GR0373;                    North         East    Units  Estimated Accuracy
 GR0373;SPC AZ W     -   560,530.      185,180.      MT  (+/- 180 meters Scaled)
 GR0373
 GR0373                          SUPERSEDED SURVEY CONTROL
 GR0373
 GR0373  NGVD 29 (??/??/92)  837.601  (m)         2748.03   (f) ADJ UNCH    1 1
 GR0373
 GR0373.Superseded values are not recommended for survey control.
 GR0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0373.See file dsdata.txt to determine how the superseded data were derived.
 GR0373
 GR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV645938(NAD 83)
 GR0373_MARKER: DB = BENCH MARK DISK
 GR0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0373_STAMPING: R 126 1935
 GR0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0373+STABILITY: SURFACE MOTION
 GR0373
 GR0373  HISTORY     - Date     Condition        Report By
 GR0373  HISTORY     - 1935     MONUMENTED       CGS
 GR0373  HISTORY     - 1950     GOOD             NGS
 GR0373
 GR0373                          STATION DESCRIPTION
 GR0373
 GR0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0373'7.3 MI S FROM PIERCES FERRY.
 GR0373'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0373'STATION AT PIERCES FERRY, THENCE 6.8 MILES SOUTH ALONG AN OLD
 GR0373'ABANDONED ROAD, ABOUT 0.6 MILE EAST OF THE PARK SERVICE ROAD, 15 FEET
 GR0373'WEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A WITNESS POST,
 GR0373'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GR0373'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0084 ***********************************************************************
 GQ0084  DESIGNATION -  R 127
 GQ0084  PID         -  GQ0084
 GQ0084  STATE/COUNTY-  AZ/MOHAVE
 GQ0084  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0084
 GQ0084                         *CURRENT SURVEY CONTROL
 GQ0084  ___________________________________________________________________
 GQ0084* NAD 83(1986)-  36 09 29.     (N)    113 57 21.     (W)     SCALED    
 GQ0084* NAVD 88     -       433.734  (meters)    1423.01   (feet)  POSTED    
 GQ0084  ___________________________________________________________________
 GQ0084  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GQ0084  DYNAMIC HT  -         433.280 (meters)    1421.52  (feet)  COMP
 GQ0084  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 GQ0084
 GQ0084  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0084
 GQ0084.The horizontal coordinates were scaled from a topographic map and have
 GQ0084.an estimated accuracy of +/- 6 seconds.
 GQ0084
 GQ0084.The orthometric height was determined by differential leveling
 GQ0084.and adjusted by the  in 1992.
 GQ0084.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0084.rate of 0.0 thru 1.0 mm/km.
 GQ0084
 GQ0084.The geoid height was determined by GEOID03.
 GQ0084
 GQ0084.The dynamic height is computed by dividing the NAVD 88
 GQ0084.geopotential number by the normal gravity value computed on the
 GQ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0084.degrees latitude (g = 980.6199 gals.).
 GQ0084
 GQ0084.The modeled gravity was interpolated from observed gravity values.
 GQ0084
 GQ0084;                    North         East    Units  Estimated Accuracy
 GQ0084;SPC AZ W     -   572,090.      194,840.      MT  (+/- 180 meters Scaled)
 GQ0084
 GQ0084                          SUPERSEDED SURVEY CONTROL
 GQ0084
 GQ0084  NGVD 29 (??/??/92)  433.037  (m)         1420.72   (f) ADJ UNCH    1 1
 GQ0084
 GQ0084.Superseded values are not recommended for survey control.
 GQ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0084.See file dsdata.txt to determine how the superseded data were derived.
 GQ0084
 GQ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF340055(NAD 83)
 GQ0084_MARKER: DB = BENCH MARK DISK
 GQ0084_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0084_SP_SET: OUTCROP
 GQ0084_STAMPING: R 127 1935
 GQ0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0084+STABILITY: POSITION/ELEVATION WELL
 GQ0084
 GQ0084  HISTORY     - Date     Condition        Report By
 GQ0084  HISTORY     - 1935     MONUMENTED       CGS
 GQ0084  HISTORY     - 1950     GOOD             NGS
 GQ0084
 GQ0084                          STATION DESCRIPTION
 GQ0084
 GQ0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0084'64.5 MI SE FROM RIVERSIDE, NV.
 GQ0084'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0084'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0084'THENCE 24.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0084'FERRY ROAD, AT A POINT WHERE THE ROAD CROSSES A RIDGE, AT THE
 GQ0084'NORTHEAST END OF A SMALL SADDLE, IN THE TOP OF A CONGLOMERATE OUTCROP
 GQ0084'PROJECTING 2 FEET ABOVE THE GROUND, 25 FEET EAST OF THE CENTER LINE OF
 GQ0084'THE ROAD, 1 1/2 FEET WEST OF A CAIRN, AND ABOUT 8 FEET HIGHER THAN THE
 GQ0084'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0421 ***********************************************************************
 FS0421  DESIGNATION -  R 128
 FS0421  PID         -  FS0421
 FS0421  STATE/COUNTY-  AZ/MOHAVE
 FS0421  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0421
 FS0421                         *CURRENT SURVEY CONTROL
 FS0421  ___________________________________________________________________
 FS0421* NAD 83(1986)-  35 56 46.     (N)    114 09 45.     (W)     SCALED    
 FS0421* NAVD 88     -       601.561  (meters)    1973.62   (feet)  POSTED    
 FS0421  ___________________________________________________________________
 FS0421  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FS0421  DYNAMIC HT  -         600.930 (meters)    1971.55  (feet)  COMP
 FS0421  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 FS0421
 FS0421  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0421
 FS0421.The horizontal coordinates were scaled from a topographic map and have
 FS0421.an estimated accuracy of +/- 6 seconds.
 FS0421
 FS0421.The orthometric height was determined by differential leveling
 FS0421.and adjusted by the  in 1992.
 FS0421.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0421.rate of 0.0 thru 1.0 mm/km.
 FS0421
 FS0421.The geoid height was determined by GEOID03.
 FS0421
 FS0421.The dynamic height is computed by dividing the NAVD 88
 FS0421.geopotential number by the normal gravity value computed on the
 FS0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0421.degrees latitude (g = 980.6199 gals.).
 FS0421
 FS0421.The modeled gravity was interpolated from observed gravity values.
 FS0421
 FS0421;                    North         East    Units  Estimated Accuracy
 FS0421;SPC AZ W     -   548,630.      176,150.      MT  (+/- 180 meters Scaled)
 FS0421
 FS0421                          SUPERSEDED SURVEY CONTROL
 FS0421
 FS0421  NGVD 29 (??/??/92)  600.894  (m)         1971.43   (f) ADJ UNCH    1 1
 FS0421
 FS0421.Superseded values are not recommended for survey control.
 FS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0421.See file dsdata.txt to determine how the superseded data were derived.
 FS0421
 FS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV559816(NAD 83)
 FS0421_MARKER: DB = BENCH MARK DISK
 FS0421_SETTING: 66 = SET IN ROCK OUTCROP
 FS0421_SP_SET: ROCK CLIFF
 FS0421_STAMPING: R 128 1935
 FS0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0421+STABILITY: POSITION/ELEVATION WELL
 FS0421
 FS0421  HISTORY     - Date     Condition        Report By
 FS0421  HISTORY     - 1935     MONUMENTED       CGS
 FS0421  HISTORY     - 1950     GOOD             NGS
 FS0421  HISTORY     - 19870220 GOOD             USPSQD
 FS0421
 FS0421                          STATION DESCRIPTION
 FS0421
 FS0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0421'6.1 MI S FROM MOUTH OF HUALPAI WASH.
 FS0421'6.1 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0421'WASH ON THE SOUTH SHORE OF LAKE MEAD, IN HUALPAI WASH, IN THE TOP
 FS0421'OF A WHITE BOULDER, 30 FEET SOUTHEAST OF THE FOOT OF A HIGH
 FS0421'BROWN ROCK CLIFF, 73 FEET WEST OF A LARGE WHITE BOULDER AT THE
 FS0421'NORTHWEST EDGE OF THE ROAD, 62 FEET NORTHWEST OF THE CENTER LINE
 FS0421'OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE BED OF THE WASH.
 FS0421
 FS0421                          STATION RECOVERY (1987)
 FS0421
 FS0421'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0098 ***********************************************************************
 GQ0098  DESIGNATION -  R 129
 GQ0098  PID         -  GQ0098
 GQ0098  STATE/COUNTY-  AZ/MOHAVE
 GQ0098  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0098
 GQ0098                         *CURRENT SURVEY CONTROL
 GQ0098  ___________________________________________________________________
 GQ0098* NAD 83(1986)-  36 11 37.     (N)    113 55 02.     (W)     SCALED    
 GQ0098* NAVD 88     -       540.855  (meters)    1774.46   (feet)  POSTED    
 GQ0098  ___________________________________________________________________
 GQ0098  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GQ0098  DYNAMIC HT  -         540.280 (meters)    1772.57  (feet)  COMP
 GQ0098  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 GQ0098
 GQ0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0098
 GQ0098.The horizontal coordinates were scaled from a topographic map and have
 GQ0098.an estimated accuracy of +/- 6 seconds.
 GQ0098
 GQ0098.The orthometric height was determined by differential leveling
 GQ0098.and adjusted by the  in 1992.
 GQ0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0098.rate of 0.0 thru 1.0 mm/km.
 GQ0098
 GQ0098.The geoid height was determined by GEOID03.
 GQ0098
 GQ0098.The dynamic height is computed by dividing the NAVD 88
 GQ0098.geopotential number by the normal gravity value computed on the
 GQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0098.degrees latitude (g = 980.6199 gals.).
 GQ0098
 GQ0098.The modeled gravity was interpolated from observed gravity values.
 GQ0098
 GQ0098;                    North         East    Units  Estimated Accuracy
 GQ0098;SPC AZ W     -   576,030.      198,320.      MT  (+/- 180 meters Scaled)
 GQ0098
 GQ0098                          SUPERSEDED SURVEY CONTROL
 GQ0098
 GQ0098  NGVD 29 (??/??/92)  540.140  (m)         1772.11   (f) ADJ UNCH    1 1
 GQ0098
 GQ0098.Superseded values are not recommended for survey control.
 GQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0098.See file dsdata.txt to determine how the superseded data were derived.
 GQ0098
 GQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF376093(NAD 83)
 GQ0098_MARKER: DB = BENCH MARK DISK
 GQ0098_SETTING: 80 = SET IN A BOULDER
 GQ0098_SP_SET: BOULDER
 GQ0098_STAMPING: R 129 1935
 GQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0098+STABILITY: SURFACE MOTION
 GQ0098
 GQ0098  HISTORY     - Date     Condition        Report By
 GQ0098  HISTORY     - 1935     MONUMENTED       CGS
 GQ0098  HISTORY     - 1950     GOOD             NGS
 GQ0098
 GQ0098                          STATION DESCRIPTION
 GQ0098
 GQ0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0098'60.6 MI SE FROM RIVERSIDE, NV.
 GQ0098'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0098'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0098'THENCE 20.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0098'FERRY ROAD, IN THE APPROXIMATE CENTER OF SNAP CANYON, ON A SMALL ROCKY
 GQ0098'BAR, IN THE TOP OF A GRANITE BOULDER, ABOUT 30 YARDS SOUTHEAST OF THE
 GQ0098'NORTHWEST BANK OF THE CANYON, ABOUT 20 YARDS NORTHWEST OF THE
 GQ0098'SOUTHEAST BANK, 36 FEET SOUTH OF A CAIRN, AND ABOUT 3 FEET HIGHER THAN
 GQ0098'THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0312 ***********************************************************************
 DA0312  DESIGNATION -  R 13
 DA0312  PID         -  DA0312
 DA0312  STATE/COUNTY-  AZ/PIMA
 DA0312  USGS QUAD   -  AJO NORTH (1990)
 DA0312
 DA0312                         *CURRENT SURVEY CONTROL
 DA0312  ___________________________________________________________________
 DA0312* NAD 83(1986)-  32 26 21.     (N)    112 50 32.     (W)     SCALED    
 DA0312* NAVD 88     -       449.23   (+/-2cm)    1473.8    (feet)  VERTCON   
 DA0312  ___________________________________________________________________
 DA0312  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0312  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0312
 DA0312.The horizontal coordinates were scaled from a topographic map and have
 DA0312.an estimated accuracy of +/- 6 seconds.
 DA0312
 DA0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0312.The vertical order pertains to the NGVD 29 superseded value.
 DA0312
 DA0312.The geoid height was determined by GEOID03.
 DA0312
 DA0312;                    North         East    Units  Estimated Accuracy
 DA0312;SPC AZ C     -   159,940.      126,330.      MT  (+/- 180 meters Scaled)
 DA0312
 DA0312                          SUPERSEDED SURVEY CONTROL
 DA0312
 DA0312  NGVD 29 (??/??/92)  448.553  (m)         1471.63   (f) ADJ UNCH    1 2
 DA0312
 DA0312.Superseded values are not recommended for survey control.
 DA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0312.See file dsdata.txt to determine how the superseded data were derived.
 DA0312
 DA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA268906(NAD 83)
 DA0312_MARKER: DD = SURVEY DISK
 DA0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0312_STAMPING: R 13 1930
 DA0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0312+STABILITY: SURFACE MOTION
 DA0312
 DA0312  HISTORY     - Date     Condition        Report By
 DA0312  HISTORY     - 1930     MONUMENTED       USGS
 DA0312  HISTORY     - 1953     GOOD             NGS
 DA0312  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0312  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 DA0312
 DA0312                          STATION DESCRIPTION
 DA0312
 DA0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0312'4.7 MI N FROM AJO.
 DA0312'4.7 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0312'THE STATION AT AJO, 0.1 MILE NORTH OF AND ACROSS THE TRACK FROM
 DA0312'MILEPOLE 39, 159 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM A
 DA0312'4-FOOT-DIAMETER METAL TANK, 58.0 FEET EAST OF THE EAST RAIL, 137 1/2
 DA0312'FEET SOUTHEAST OF A STATION 1 MILE SIGN, 26 FEET EAST OF THE CENTER
 DA0312'LINE OF A DIRT ROAD, 9 1/2 FEET SOUTH OF POWER LINE POLE 91, IN LINE
 DA0312'WITH A ROW OF POLES, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2
 DA0312'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0312'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0312
 DA0312                          STATION RECOVERY (1980)
 DA0312
 DA0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0312'SEARCHED FOR BUT NOT RECOVERED. NOTE-GRADING IN DESCRIBED AREA, MARK
 DA0312'PRESUMED DESTROYED.
 DA0312
 DA0312                          STATION RECOVERY (2007)
 DA0312
 DA0312'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0805 ***********************************************************************
 DV0805  DESIGNATION -  R 13
 DV0805  PID         -  DV0805
 DV0805  STATE/COUNTY-  AZ/MARICOPA
 DV0805  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0805
 DV0805                         *CURRENT SURVEY CONTROL
 DV0805  ___________________________________________________________________
 DV0805* NAD 83(1986)-  33 12 23.     (N)    112 43 17.     (W)     SCALED    
 DV0805* NAVD 88     -       228.718  (meters)     750.39   (feet)  ADJUSTED  
 DV0805  ___________________________________________________________________
 DV0805  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DV0805  DYNAMIC HT  -         228.453 (meters)     749.52  (feet)  COMP
 DV0805  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 DV0805
 DV0805  VERT ORDER  -  FIRST     CLASS II
 DV0805
 DV0805.The horizontal coordinates were scaled from a topographic map and have
 DV0805.an estimated accuracy of +/- 6 seconds.
 DV0805
 DV0805.The orthometric height was determined by differential leveling
 DV0805.and adjusted in June 1991.
 DV0805
 DV0805.The geoid height was determined by GEOID03.
 DV0805
 DV0805.The dynamic height is computed by dividing the NAVD 88
 DV0805.geopotential number by the normal gravity value computed on the
 DV0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0805.degrees latitude (g = 980.6199 gals.).
 DV0805
 DV0805.The modeled gravity was interpolated from observed gravity values.
 DV0805
 DV0805;                    North         East    Units  Estimated Accuracy
 DV0805;SPC AZ C     -   244,930.      138,340.      MT  (+/- 180 meters Scaled)
 DV0805
 DV0805                          SUPERSEDED SURVEY CONTROL
 DV0805
 DV0805  NGVD 29 (??/??/92)  228.077  (m)          748.28   (f) ADJ UNCH    1 2
 DV0805
 DV0805.Superseded values are not recommended for survey control.
 DV0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0805.See file dsdata.txt to determine how the superseded data were derived.
 DV0805
 DV0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB395754(NAD 83)
 DV0805_MARKER: DB = BENCH MARK DISK
 DV0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0805_STAMPING: R 13 1927 748.417
 DV0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0805+STABILITY: SURFACE MOTION
 DV0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0805+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV0805
 DV0805  HISTORY     - Date     Condition        Report By
 DV0805  HISTORY     - 1927     MONUMENTED       CGS
 DV0805  HISTORY     - 1967     GOOD             NGS
 DV0805  HISTORY     - 1981     GOOD             NGS
 DV0805  HISTORY     - 20001226 GOOD             NGS
 DV0805  HISTORY     - 20060128 GOOD             USPSQD
 DV0805  HISTORY     - 20060129 GOOD             USPSQD
 DV0805  HISTORY     - 20070413 POOR             GEOCAC
 DV0805
 DV0805                          STATION DESCRIPTION
 DV0805
 DV0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0805'11.45 MI SW FROM ARLINGTON.
 DV0805'11.45 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0805'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0805'36, T 2 S, R 5 W, ABOUT 0.3 MILE NORTHWEST OF A FRAME HOUSE WHICH IS
 DV0805'SURROUNDED BY A GROVE OF TREES, 49 FEET SOUTHWEST OF THE CENTER LINE
 DV0805'OF THE HIGHWAY, 119 FEET NORTHWEST OF POWER POLE NUMBER 21-16, 2 FEET
 DV0805'NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 DV0805'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DV0805'PROJECTING 12 INCHES.
 DV0805
 DV0805                          STATION RECOVERY (1981)
 DV0805
 DV0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0805'RECOVERED IN GOOD CONDITION.
 DV0805
 DV0805                          STATION RECOVERY (2000)
 DV0805
 DV0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV0805'DESCRIPTION, REFERENCE DISTANCES, ETC. NOT VERIFIED.
 DV0805
 DV0805                          STATION RECOVERY (2006)
 DV0805
 DV0805'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0805'RECOVERED AS DESCRIBED.
 DV0805
 DV0805                          STATION RECOVERY (2006)
 DV0805
 DV0805'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0805'RECOVERED AS DESCRIBED..
 DV0805
 DV0805                          STATION RECOVERY (2007)
 DV0805
 DV0805'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0805'RECOVERED AS DESCRIBED, IN POOR CONDITION. THE MONUMENT HAS BEEN
 DV0805'PUSHED OVER, AND IS NOW LEANING AT ABOUT A 30 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0185 ***********************************************************************
 GQ0185  DESIGNATION -  R 13 W
 GQ0185  PID         -  GQ0185
 GQ0185  STATE/COUNTY-  AZ/MOHAVE
 GQ0185  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0185
 GQ0185                         *CURRENT SURVEY CONTROL
 GQ0185  ___________________________________________________________________
 GQ0185* NAD 83(1986)-  36 58 32.     (N)    113 40 56.     (W)     SCALED    
 GQ0185* NAVD 88     -       825.631  (meters)    2708.76   (feet)  POSTED    
 GQ0185  ___________________________________________________________________
 GQ0185  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 GQ0185  DYNAMIC HT  -         824.790 (meters)    2706.00  (feet)  COMP
 GQ0185  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 GQ0185
 GQ0185  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0185
 GQ0185.The horizontal coordinates were scaled from a topographic map and have
 GQ0185.an estimated accuracy of +/- 6 seconds.
 GQ0185
 GQ0185.The orthometric height was determined by differential leveling
 GQ0185.and adjusted by the  in 1992.
 GQ0185.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0185.rate of 1.1 thru 2.0 mm/km.
 GQ0185
 GQ0185.The geoid height was determined by GEOID03.
 GQ0185
 GQ0185.The dynamic height is computed by dividing the NAVD 88
 GQ0185.geopotential number by the normal gravity value computed on the
 GQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0185.degrees latitude (g = 980.6199 gals.).
 GQ0185
 GQ0185.The modeled gravity was interpolated from observed gravity values.
 GQ0185
 GQ0185;                    North         East    Units  Estimated Accuracy
 GQ0185;SPC AZ W     -   662,780.      219,400.      MT  (+/- 180 meters Scaled)
 GQ0185
 GQ0185                          SUPERSEDED SURVEY CONTROL
 GQ0185
 GQ0185  NGVD 29 (??/??/92)  824.817  (m)         2706.09   (f) ADJ UNCH    2 0
 GQ0185
 GQ0185.Superseded values are not recommended for survey control.
 GQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0185.See file dsdata.txt to determine how the superseded data were derived.
 GQ0185
 GQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF612955(NAD 83)
 GQ0185_MARKER: P = PIPE CAP
 GQ0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0185_STAMPING: 3-2-10-10 T41N R13W
 GQ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0185
 GQ0185  HISTORY     - Date     Condition        Report By
 GQ0185  HISTORY     - UNK      MONUMENTED       USGLO
 GQ0185  HISTORY     - 1960     GOOD             NGS
 GQ0185
 GQ0185                          STATION DESCRIPTION
 GQ0185
 GQ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0185'17.9 MI SE FROM ST GEORGE, UT.
 GQ0185'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0185'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0185'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0185'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE UTAH - ARIZONA
 GQ0185'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0185'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0185'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 3.3
 GQ0185'MILES TO THE MARK, 100 FEET EAST OF A DRY WASH, 10 FEET SOUTH OF THE
 GQ0185'CENTER OF THE ROAD, AND THE MARK IS A BRONZE CAP RIVITED TO A PIPE
 GQ0185'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0242 ***********************************************************************
 GR0242  DESIGNATION -  R 130
 GR0242  PID         -  GR0242
 GR0242  STATE/COUNTY-  AZ/MOHAVE
 GR0242  USGS QUAD   -  ST THOMAS GAP (1984)
 GR0242
 GR0242                         *CURRENT SURVEY CONTROL
 GR0242  ___________________________________________________________________
 GR0242* NAD 83(1986)-  36 23 32.     (N)    114 03 40.     (W)     SCALED    
 GR0242* NAVD 88     -       681.539  (meters)    2236.02   (feet)  POSTED    
 GR0242  ___________________________________________________________________
 GR0242  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GR0242  DYNAMIC HT  -         680.840 (meters)    2233.72  (feet)  COMP
 GR0242  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 GR0242
 GR0242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0242
 GR0242.The horizontal coordinates were scaled from a topographic map and have
 GR0242.an estimated accuracy of +/- 6 seconds.
 GR0242
 GR0242.The orthometric height was determined by differential leveling
 GR0242.and adjusted by the  in 1992.
 GR0242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0242.rate of 0.0 thru 1.0 mm/km.
 GR0242
 GR0242.The geoid height was determined by GEOID03.
 GR0242
 GR0242.The dynamic height is computed by dividing the NAVD 88
 GR0242.geopotential number by the normal gravity value computed on the
 GR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0242.degrees latitude (g = 980.6199 gals.).
 GR0242
 GR0242.The modeled gravity was interpolated from observed gravity values.
 GR0242
 GR0242;                    North         East    Units  Estimated Accuracy
 GR0242;SPC AZ W     -   598,100.      185,450.      MT  (+/- 180 meters Scaled)
 GR0242
 GR0242                          SUPERSEDED SURVEY CONTROL
 GR0242
 GR0242  NGVD 29 (??/??/92)  680.828  (m)         2233.68   (f) ADJ UNCH    1 1
 GR0242
 GR0242.Superseded values are not recommended for survey control.
 GR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0242.See file dsdata.txt to determine how the superseded data were derived.
 GR0242
 GR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA635314(NAD 83)
 GR0242_MARKER: DB = BENCH MARK DISK
 GR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0242_STAMPING: R 130 1935
 GR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0242+STABILITY: SURFACE MOTION
 GR0242
 GR0242  HISTORY     - Date     Condition        Report By
 GR0242  HISTORY     - 1935     MONUMENTED       CGS
 GR0242  HISTORY     - 1950     GOOD             NGS
 GR0242
 GR0242                          STATION DESCRIPTION
 GR0242
 GR0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0242'32.7 MI S FROM RIVERSIDE, NV.
 GR0242'32.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0242'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, 0.4
 GR0242'MILE SOUTHEAST OF THE ARIZONA-NEVADA STATE LINE, ABOUT 96 FEET
 GR0242'NORTHWEST OF THE NORTHWEST BANK OF A WIDE WASH, ABOUT 78 FEET
 GR0242'SOUTHEAST OF THE APPROXIMATE CENTER OF A SMALL WASH, 13 FEET EAST OF
 GR0242'THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTHWEST OF A WITNESS POST,
 GR0242'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0242'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0397 ***********************************************************************
 ES0397  DESIGNATION -  R 131
 ES0397  PID         -  ES0397
 ES0397  STATE/COUNTY-  AZ/YAVAPAI
 ES0397  USGS QUAD   -  ARNOLD MESA (1967)
 ES0397
 ES0397                         *CURRENT SURVEY CONTROL
 ES0397  ___________________________________________________________________
 ES0397* NAD 83(1986)-  34 26 44.     (N)    111 58 33.     (W)     SCALED    
 ES0397* NAVD 88     -      1344.20   (+/-2cm)    4410.1    (feet)  VERTCON   
 ES0397  ___________________________________________________________________
 ES0397  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ES0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0397
 ES0397.The horizontal coordinates were scaled from a topographic map and have
 ES0397.an estimated accuracy of +/- 6 seconds.
 ES0397
 ES0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0397.The vertical order pertains to the NGVD 29 superseded value.
 ES0397
 ES0397.The geoid height was determined by GEOID03.
 ES0397
 ES0397;                    North         East    Units  Estimated Accuracy
 ES0397;SPC AZ C     -   382,070.      207,920.      MT  (+/- 180 meters Scaled)
 ES0397
 ES0397                          SUPERSEDED SURVEY CONTROL
 ES0397
 ES0397  NGVD 29 (??/??/92) 1343.418  (m)         4407.53   (f) ADJ UNCH    2 0
 ES0397
 ES0397.Superseded values are not recommended for survey control.
 ES0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0397.See file dsdata.txt to determine how the superseded data were derived.
 ES0397
 ES0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD103119(NAD 83)
 ES0397_MARKER: DB = BENCH MARK DISK
 ES0397_SETTING: 80 = SET IN A BOULDER
 ES0397_SP_SET: BOULDER
 ES0397_STAMPING: R 131 1935
 ES0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0397+STABILITY: SURFACE MOTION
 ES0397
 ES0397  HISTORY     - Date     Condition        Report By
 ES0397  HISTORY     - 1935     MONUMENTED       CGS
 ES0397  HISTORY     - 1952     GOOD             NGS
 ES0397
 ES0397                          STATION DESCRIPTION
 ES0397
 ES0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0397'18.7 MI SE FROM CHERRY.
 ES0397'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0397'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTH
 ES0397'ALONG THE FLOWERPOT ROAD, THENCE 1.2 MILES SOUTH ALONG A DIM TRACK
 ES0397'ROAD, THENCE 2.9 MILES SOUTH ALONG A DIM ABANDONED WAGON ROAD, AT THE
 ES0397'END OF A JEEP TRAVEL, THENCE ABOUT 1/2 MILE SOUTHWEST ALONG A CREEK
 ES0397'FROM A WIRE CORRAL, 6.7 MILES NORTHWEST OF DUGAS, ON THE INSIDE OF A
 ES0397'LONG TURN IN THE CREEK, AT THE SOUTHWEST END OF A SMALL FLAT AND ON
 ES0397'THE NORTHWEST BANK OF THE CREEK, SET ON TOP AND CENTER OF A 12-FOOT BY
 ES0397'6-FOOT RED BOULDER PROJECTING 2 FEET ABOVE THE GROUND, ABOUT 7.0 MILES
 ES0397'NORTHWEST OF THE DUGAS RANCH, ABOUT 0.3 MILE NORTHWEST OF THE END OF
 ES0397'THE JEEP TRAVEL, 36 FEET WEST OF THE CENTER OF THE CREEK, 17 FEET
 ES0397'SOUTHEAST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0357 ***********************************************************************
 ES0357  DESIGNATION -  R 132
 ES0357  PID         -  ES0357
 ES0357  STATE/COUNTY-  AZ/YAVAPAI
 ES0357  USGS QUAD   -  DUGAS (1967)
 ES0357
 ES0357                         *CURRENT SURVEY CONTROL
 ES0357  ___________________________________________________________________
 ES0357* NAD 83(1986)-  34 21 11.     (N)    111 57 06.     (W)     SCALED    
 ES0357* NAVD 88     -      1279.94   (+/-2cm)    4199.3    (feet)  VERTCON   
 ES0357  ___________________________________________________________________
 ES0357  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 ES0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0357
 ES0357.The horizontal coordinates were scaled from a topographic map and have
 ES0357.an estimated accuracy of +/- 6 seconds.
 ES0357
 ES0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0357.The vertical order pertains to the NGVD 29 superseded value.
 ES0357
 ES0357.The geoid height was determined by GEOID03.
 ES0357
 ES0357;                    North         East    Units  Estimated Accuracy
 ES0357;SPC AZ C     -   371,810.      210,140.      MT  (+/- 180 meters Scaled)
 ES0357
 ES0357                          SUPERSEDED SURVEY CONTROL
 ES0357
 ES0357  NGVD 29 (??/??/92) 1279.216  (m)         4196.89   (f) ADJ UNCH    2 0
 ES0357
 ES0357.Superseded values are not recommended for survey control.
 ES0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0357.See file dsdata.txt to determine how the superseded data were derived.
 ES0357
 ES0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD124017(NAD 83)
 ES0357_MARKER: DB = BENCH MARK DISK
 ES0357_SETTING: 66 = SET IN ROCK OUTCROP
 ES0357_SP_SET: OUTCROP
 ES0357_STAMPING: R 132 1935
 ES0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0357+STABILITY: POSITION/ELEVATION WELL
 ES0357
 ES0357  HISTORY     - Date     Condition        Report By
 ES0357  HISTORY     - 1935     MONUMENTED       CGS
 ES0357  HISTORY     - 1952     GOOD             NGS
 ES0357  HISTORY     - 20080816 MARK NOT FOUND   GEOCAC
 ES0357  HISTORY     - 20080925 GOOD             GEOCAC
 ES0357
 ES0357                          STATION DESCRIPTION
 ES0357
 ES0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0357'2.0 MI E FROM DUGAS RANCH.
 ES0357'2.0 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.4 MILE
 ES0357'NORTHEAST OF THE SOUTHEAST CORNER OF A LARGE CORRAL, ABOUT 500 FEET
 ES0357'NORTH OF A POINT WHERE A POWER LINE CROSSES OVER THE ROAD, ON THE EAST
 ES0357'SLOPE OF A ROCKY RIM, AT THE SOUTH BASE OF THE RIM, IN TOP OF A 4-FOOT
 ES0357'BY 2-FOOT OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 187 FEET
 ES0357'SOUTHWEST OF THE JUNCTION OF A DIM TRACK ROAD LEADING SOUTH ALONG A
 ES0357'POWER LINE, 24 FEET WEST OF THE CENTER LINE AND 6 FEET HIGHER THAN THE
 ES0357'ROAD.
 ES0357
 ES0357                          STATION RECOVERY (2008)
 ES0357
 ES0357'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0357'MARK NOT FOUND.
 ES0357
 ES0357                          STATION RECOVERY (2008)
 ES0357
 ES0357'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0357'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0357'34 21.188' W 111
 ES0357'57.114'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0148 ***********************************************************************
 ET0148  DESIGNATION -  R 133
 ET0148  PID         -  ET0148
 ET0148  STATE/COUNTY-  AZ/YAVAPAI
 ET0148  USGS QUAD   -  HUMBOLDT (1973)
 ET0148
 ET0148                         *CURRENT SURVEY CONTROL
 ET0148  ___________________________________________________________________
 ET0148* NAD 83(1986)-  34 33 34.     (N)    112 07 46.     (W)     SCALED    
 ET0148* NAVD 88     -      1482.84   (+/-2cm)    4865.0    (feet)  VERTCON   
 ET0148  ___________________________________________________________________
 ET0148  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ET0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0148
 ET0148.The horizontal coordinates were scaled from a topographic map and have
 ET0148.an estimated accuracy of +/- 6 seconds.
 ET0148
 ET0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0148.The vertical order pertains to the NGVD 29 superseded value.
 ET0148
 ET0148.The geoid height was determined by GEOID03.
 ET0148
 ET0148;                    North         East    Units  Estimated Accuracy
 ET0148;SPC AZ C     -   394,730.      193,830.      MT  (+/- 180 meters Scaled)
 ET0148
 ET0148                          SUPERSEDED SURVEY CONTROL
 ET0148
 ET0148  NGVD 29 (??/??/92) 1482.010  (m)         4862.23   (f) ADJ UNCH    2 0
 ET0148
 ET0148.Superseded values are not recommended for survey control.
 ET0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0148.See file dsdata.txt to determine how the superseded data were derived.
 ET0148
 ET0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD963247(NAD 83)
 ET0148_MARKER: DB = BENCH MARK DISK
 ET0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0148_STAMPING: R 133 1935
 ET0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0148+STABILITY: SURFACE MOTION
 ET0148
 ET0148  HISTORY     - Date     Condition        Report By
 ET0148  HISTORY     - 1935     MONUMENTED       CGS
 ET0148  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0148
 ET0148                          STATION DESCRIPTION
 ET0148
 ET0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0148'7.0 MI E FROM DEWEY.
 ET0148'ABOUT 7.0 MILES EAST ALONG A ROAD FROM DEWEY, THENCE ABOUT 1.4 MILES
 ET0148'NORTH ALONG THE JEROME ROAD, ABOUT 22 FEET EAST OF THE CENTER OF A
 ET0148'GATE, AND 2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 ET0148'POST.
 ET0148
 ET0148                          STATION RECOVERY (1973)
 ET0148
 ET0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0054 ***********************************************************************
 FS0054  DESIGNATION -  R 134
 FS0054  PID         -  FS0054
 FS0054  STATE/COUNTY-  AZ/MOHAVE
 FS0054  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0054
 FS0054                         *CURRENT SURVEY CONTROL
 FS0054  ___________________________________________________________________
 FS0054* NAD 83(1986)-  35 59 01.     (N)    114 42 23.     (W)     SCALED    
 FS0054* NAVD 88     -       480.947  (meters)    1577.91   (feet)  POSTED    
 FS0054  ___________________________________________________________________
 FS0054  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0054  DYNAMIC HT  -         480.470 (meters)    1576.34  (feet)  COMP
 FS0054  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 FS0054
 FS0054  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0054
 FS0054.The horizontal coordinates were scaled from a topographic map and have
 FS0054.an estimated accuracy of +/- 6 seconds.
 FS0054
 FS0054.The orthometric height was determined by differential leveling
 FS0054.and adjusted by the  in 1992.
 FS0054.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0054.rate of 0.0 thru 1.0 mm/km.
 FS0054
 FS0054.The geoid height was determined by GEOID03.
 FS0054
 FS0054.The dynamic height is computed by dividing the NAVD 88
 FS0054.geopotential number by the normal gravity value computed on the
 FS0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0054.degrees latitude (g = 980.6199 gals.).
 FS0054
 FS0054.The modeled gravity was interpolated from observed gravity values.
 FS0054
 FS0054;                    North         East    Units  Estimated Accuracy
 FS0054;SPC AZ W     -   553,140.      127,120.      MT  (+/- 180 meters Scaled)
 FS0054
 FS0054                          SUPERSEDED SURVEY CONTROL
 FS0054
 FS0054  NGVD 29 (??/??/92)  480.227  (m)         1575.54   (f) ADJ UNCH    1 1
 FS0054
 FS0054.Superseded values are not recommended for survey control.
 FS0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0054.See file dsdata.txt to determine how the superseded data were derived.
 FS0054
 FS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV067845(NAD 83)
 FS0054_MARKER: DB = BENCH MARK DISK
 FS0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0054_STAMPING: R 134 1935
 FS0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0054+STABILITY: SURFACE MOTION
 FS0054
 FS0054  HISTORY     - Date     Condition        Report By
 FS0054  HISTORY     - 1935     MONUMENTED       CGS
 FS0054  HISTORY     - 1950     GOOD             NGS
 FS0054  HISTORY     - 1963     GOOD             NGS
 FS0054  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0054
 FS0054                          STATION DESCRIPTION
 FS0054
 FS0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0054'3.7 MI SE FROM HOOVER DAM.
 FS0054'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0054'(ARIZONA) END OF HOOVER DAM, ON THE NORTHWEST SIDE OF A DIRT
 FS0054'CUT, 37.0 FEET SOUTHEAST OF THE EAST END OF A GUARD RAIL, 35.1
 FS0054'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST
 FS0054'OF THE APPROXIMATE CENTER OF A SMALL HIGHWAY DRAINAGE DITCH,
 FS0054'2.6 FEET EAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 FS0054'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 FS0054'FOOT ABOVE THE GROUND.
 FS0054
 FS0054                          STATION RECOVERY (1963)
 FS0054
 FS0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0054'RECOVERED IN GOOD CONDITION.
 FS0054
 FS0054                          STATION RECOVERY (1981)
 FS0054
 FS0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0054'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0587 ***********************************************************************
 GR0587  DESIGNATION -  R 135
 GR0587  PID         -  GR0587
 GR0587  STATE/COUNTY-  AZ/MOHAVE
 GR0587  USGS QUAD   -  HOOVER DAM (1997)
 GR0587
 GR0587                         *CURRENT SURVEY CONTROL
 GR0587  ___________________________________________________________________
 GR0587* NAD 83(1986)-  36 00 56.     (N)    114 44 13.     (W)     SCALED    
 GR0587* NAVD 88     -       376.387  (meters)    1234.86   (feet)  ADJUSTED  
 GR0587  ___________________________________________________________________
 GR0587  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0587  DYNAMIC HT  -         376.018 (meters)    1233.65  (feet)  COMP
 GR0587  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0587
 GR0587  VERT ORDER  -  FIRST     CLASS I
 GR0587
 GR0587.The horizontal coordinates were scaled from a topographic map and have
 GR0587.an estimated accuracy of +/- 6 seconds.
 GR0587
 GR0587.The orthometric height was determined by differential leveling
 GR0587.and adjusted in June 1991.
 GR0587
 GR0587.The geoid height was determined by GEOID03.
 GR0587
 GR0587.The dynamic height is computed by dividing the NAVD 88
 GR0587.geopotential number by the normal gravity value computed on the
 GR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0587.degrees latitude (g = 980.6199 gals.).
 GR0587
 GR0587.The modeled gravity was interpolated from observed gravity values.
 GR0587
 GR0587;                    North         East    Units  Estimated Accuracy
 GR0587;SPC AZ W     -   556,710.      124,400.      MT  (+/- 180 meters Scaled)
 GR0587
 GR0587                          SUPERSEDED SURVEY CONTROL
 GR0587
 GR0587  NGVD 29 (??/??/92)  375.670  (m)         1232.51   (f) ADJ UNCH    1 1
 GR0587
 GR0587.Superseded values are not recommended for survey control.
 GR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0587.See file dsdata.txt to determine how the superseded data were derived.
 GR0587
 GR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039880(NAD 83)
 GR0587_MARKER: DB = BENCH MARK DISK
 GR0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0587_SP_SET: SIDEWALK
 GR0587_STAMPING: R 135 1935
 GR0587_MARK LOGO: CGS   
 GR0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0587
 GR0587  HISTORY     - Date     Condition        Report By
 GR0587  HISTORY     - 1935     MONUMENTED       CGS
 GR0587  HISTORY     - 1950     GOOD             NGS
 GR0587  HISTORY     - 1963     GOOD             NGS
 GR0587  HISTORY     - 1981     GOOD             NGS
 GR0587  HISTORY     - 1990     GOOD             USPSQD
 GR0587  HISTORY     - 1990     GOOD             USPSQD
 GR0587  HISTORY     - 20041204 GOOD             USPSQD
 GR0587  HISTORY     - 20060404 GOOD             USPSQD
 GR0587
 GR0587                          STATION DESCRIPTION
 GR0587
 GR0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0587'IN HOOVER DAM.
 GR0587'ON TOP OF HOOVER DAM, ABOUT 70 YARDS SOUTHEAST OF THE CENTER, 45.4
 GR0587'FEET SOUTHEAST OF THE EAST CORNER OF THE ARIZONA ELEVATOR TOWER, NEAR
 GR0587'THE CENTER OF THE SOUTHWEST (DOWNSTREAM) SIDE OF BLOCK G, DIRECTLY
 GR0587'OPPOSITE THE CENTER OF AN OBSERVATION NICHE, IN THE TOP OF THE
 GR0587'SOUTHWEST SIDEWALK, AND 0.4 FOOT SOUTHWEST OF THE NORTHEAST EDGE.
 GR0587
 GR0587                          STATION RECOVERY (1963)
 GR0587
 GR0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0587'RECOVERED IN GOOD CONDITION.
 GR0587
 GR0587                          STATION RECOVERY (1981)
 GR0587
 GR0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0587'RECOVERED IN GOOD CONDITION.
 GR0587
 GR0587                          STATION RECOVERY (1990)
 GR0587
 GR0587'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0587'RECOVERED IN GOOD CONDITION.
 GR0587
 GR0587                          STATION RECOVERY (1990)
 GR0587
 GR0587'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0587'RECOVERED IN GOOD CONDITION.
 GR0587
 GR0587                          STATION RECOVERY (2004)
 GR0587
 GR0587'RECOVERY NOTE BY US POWER SQUADRON 2004
 GR0587'RECOVERED IN GOOD CONDITION.
 GR0587
 GR0587                          STATION RECOVERY (2006)
 GR0587
 GR0587'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0265 ***********************************************************************
 DT0265  DESIGNATION -  R 136
 DT0265  PID         -  DT0265
 DT0265  STATE/COUNTY-  AZ/APACHE
 DT0265  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0265
 DT0265                         *CURRENT SURVEY CONTROL
 DT0265  ___________________________________________________________________
 DT0265* NAD 83(1986)-  33 48 26.     (N)    109 26 25.     (W)     SCALED    
 DT0265* NAVD 88     -      2562.793  (meters)    8408.10   (feet)  ADJUSTED  
 DT0265  ___________________________________________________________________
 DT0265  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 DT0265  DYNAMIC HT  -        2558.556 (meters)    8394.20  (feet)  COMP
 DT0265  MODELED GRAV-     978,889.9   (mgal)                       NAVD 88
 DT0265
 DT0265  VERT ORDER  -  SECOND    CLASS 0
 DT0265
 DT0265.The horizontal coordinates were scaled from a topographic map and have
 DT0265.an estimated accuracy of +/- 6 seconds.
 DT0265
 DT0265.The orthometric height was determined by differential leveling
 DT0265.and adjusted in June 1991.
 DT0265
 DT0265.The geoid height was determined by GEOID03.
 DT0265
 DT0265.The dynamic height is computed by dividing the NAVD 88
 DT0265.geopotential number by the normal gravity value computed on the
 DT0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0265.degrees latitude (g = 980.6199 gals.).
 DT0265
 DT0265.The modeled gravity was interpolated from observed gravity values.
 DT0265
 DT0265;                    North         East    Units  Estimated Accuracy
 DT0265;SPC AZ E     -   311,510.      280,610.      MT  (+/- 180 meters Scaled)
 DT0265
 DT0265                          SUPERSEDED SURVEY CONTROL
 DT0265
 DT0265  NGVD 29 (??/??/92) 2561.644  (m)         8404.33   (f) ADJ UNCH    2 0
 DT0265
 DT0265.Superseded values are not recommended for survey control.
 DT0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0265.See file dsdata.txt to determine how the superseded data were derived.
 DT0265
 DT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC443418(NAD 83)
 DT0265_MARKER: DB = BENCH MARK DISK
 DT0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0265_STAMPING: R-136 1935
 DT0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0265+STABILITY: SURFACE MOTION
 DT0265
 DT0265  HISTORY     - Date     Condition        Report By
 DT0265  HISTORY     - 1935     MONUMENTED       CGS
 DT0265
 DT0265                          STATION DESCRIPTION
 DT0265
 DT0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0265'4.8 MI SE FROM RESERVATION RANCH.
 DT0265'4.8 MI SE ALONG ROAD TO BEAVERHEAD LODGE. IN A SMALL OPEN SPACE
 DT0265'CIRCLED BY YOUNG PINE TREES, 60 FT S OF THE CENTERLINE OF THE ROAD, 21
 DT0265'FT E OF TWO 12 INCH PINE TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0294 ***********************************************************************
 DT0294  DESIGNATION -  R 137
 DT0294  PID         -  DT0294
 DT0294  STATE/COUNTY-  AZ/APACHE
 DT0294  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0294
 DT0294                         *CURRENT SURVEY CONTROL
 DT0294  ___________________________________________________________________
 DT0294* NAD 83(1986)-  33 54 46.     (N)    109 03 38.     (W)     SCALED    
 DT0294* NAVD 88     -      2547.292  (meters)    8357.24   (feet)  ADJUSTED  
 DT0294  ___________________________________________________________________
 DT0294  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 DT0294  DYNAMIC HT  -        2543.107 (meters)    8343.51  (feet)  COMP
 DT0294  MODELED GRAV-     978,901.0   (mgal)                       NAVD 88
 DT0294
 DT0294  VERT ORDER  -  SECOND    CLASS 0
 DT0294
 DT0294.The horizontal coordinates were scaled from a topographic map and have
 DT0294.an estimated accuracy of +/- 6 seconds.
 DT0294
 DT0294.The orthometric height was determined by differential leveling
 DT0294.and adjusted in June 1991.
 DT0294
 DT0294.The geoid height was determined by GEOID03.
 DT0294
 DT0294.The dynamic height is computed by dividing the NAVD 88
 DT0294.geopotential number by the normal gravity value computed on the
 DT0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0294.degrees latitude (g = 980.6199 gals.).
 DT0294
 DT0294.The modeled gravity was interpolated from observed gravity values.
 DT0294
 DT0294;                    North         East    Units  Estimated Accuracy
 DT0294;SPC AZ E     -   323,530.      315,640.      MT  (+/- 180 meters Scaled)
 DT0294
 DT0294                          SUPERSEDED SURVEY CONTROL
 DT0294
 DT0294  NGVD 29 (??/??/92) 2546.200  (m)         8353.66   (f) ADJ UNCH    2 0
 DT0294
 DT0294.Superseded values are not recommended for survey control.
 DT0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0294.See file dsdata.txt to determine how the superseded data were derived.
 DT0294
 DT0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC792541(NAD 83)
 DT0294_MARKER: DB = BENCH MARK DISK
 DT0294_SETTING: 66 = SET IN ROCK OUTCROP
 DT0294_SP_SET: LARGE ROCK
 DT0294_STAMPING: R 137 1935
 DT0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0294+STABILITY: POSITION/ELEVATION WELL
 DT0294
 DT0294  HISTORY     - Date     Condition        Report By
 DT0294  HISTORY     - 1935     MONUMENTED       CGS
 DT0294
 DT0294                          STATION DESCRIPTION
 DT0294
 DT0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0294'10.3 MI NE FROM ALPINE.
 DT0294'10.3 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. 1/4 MI. NW OF AN
 DT0294'OLD RANCH HOUSE, IN A LARGE OPEN SPACE, ON GRASSY NOLE, ABOUT 60 FT. W
 DT0294'OF FENCE LINE, AND 42 FT. W OF CENTERLINE OF ROAD, ABOUT 2 FT ABOVE RD
 DT0294'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0316 ***********************************************************************
 DA0316  DESIGNATION -  R 14
 DA0316  PID         -  DA0316
 DA0316  STATE/COUNTY-  AZ/PIMA
 DA0316  USGS QUAD   -  AJO NORTH (1990)
 DA0316
 DA0316                         *CURRENT SURVEY CONTROL
 DA0316  ___________________________________________________________________
 DA0316* NAD 83(1986)-  32 23 50.     (N)    112 51 19.     (W)     SCALED    
 DA0316* NAVD 88     -       500.583  (meters)    1642.33   (feet)  ADJUSTED  
 DA0316  ___________________________________________________________________
 DA0316  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0316  DYNAMIC HT  -         499.948 (meters)    1640.25  (feet)  COMP
 DA0316  MODELED GRAV-     979,354.3   (mgal)                       NAVD 88
 DA0316
 DA0316  VERT ORDER  -  FIRST     CLASS II
 DA0316
 DA0316.The horizontal coordinates were scaled from a topographic map and have
 DA0316.an estimated accuracy of +/- 6 seconds.
 DA0316
 DA0316.The orthometric height was determined by differential leveling
 DA0316.and adjusted in June 1991.
 DA0316
 DA0316.The geoid height was determined by GEOID03.
 DA0316
 DA0316.The dynamic height is computed by dividing the NAVD 88
 DA0316.geopotential number by the normal gravity value computed on the
 DA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0316.degrees latitude (g = 980.6199 gals.).
 DA0316
 DA0316.The modeled gravity was interpolated from observed gravity values.
 DA0316
 DA0316;                    North         East    Units  Estimated Accuracy
 DA0316;SPC AZ C     -   155,300.      125,060.      MT  (+/- 180 meters Scaled)
 DA0316
 DA0316                          SUPERSEDED SURVEY CONTROL
 DA0316
 DA0316  NGVD 29 (??/??/92)  499.899  (m)         1640.09   (f) ADJ UNCH    1 2
 DA0316
 DA0316.Superseded values are not recommended for survey control.
 DA0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0316.See file dsdata.txt to determine how the superseded data were derived.
 DA0316
 DA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA255859(NAD 83)
 DA0316_MARKER: DD = SURVEY DISK
 DA0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0316_SP_SET: PIER
 DA0316_STAMPING: R 14 1930
 DA0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0316+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0316
 DA0316  HISTORY     - Date     Condition        Report By
 DA0316  HISTORY     - 1930     MONUMENTED       USGS
 DA0316  HISTORY     - 1953     GOOD             NGS
 DA0316  HISTORY     - 1980     GOOD             NGS
 DA0316  HISTORY     - 20060218 GOOD             USPSQD
 DA0316  HISTORY     - 20070603 GOOD             GEOCAC
 DA0316
 DA0316                          STATION DESCRIPTION
 DA0316
 DA0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0316'1.8 MI N FROM AJO.
 DA0316'1.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0316'THE STATION AT AJO, AT A POINT WHERE TWO 20-INCH WATER PIPE LINES
 DA0316'CROSS A SMALL WASH, IN THE TOP OF THE WEST SIDE OF THE NORTH CONCRETE
 DA0316'PIER OF THE WESTERLY PIPE LINE, 176.0 FEET EAST OF THE EAST RAIL, 33
 DA0316'1/2 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 48 FEET SOUTH OF
 DA0316'POWER LINE POLE 39, 0.6 FOOT WEST OF THE WEST EDGE OF THE PIPE, NEAR
 DA0316'THE WHITE PAINTED NUMBERS 1641.1, AND ABOUT 5 FEET LOWER THAN THE
 DA0316'TRACK.
 DA0316
 DA0316                          STATION RECOVERY (1980)
 DA0316
 DA0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0316'3.0 KM (1.9 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0316'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 1.0 KM (0.6 MI)
 DA0316'NORTHEAST OF A PAVED ROAD CROSSING, SET IN TOP OF THE WEST SIDE OF THE
 DA0316'WEST ONE OF TWO CONCRETE PIERS SUPPORTING A DOUBLE PIPE LINE, 53.6
 DA0316'METERS (176 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 14.6 METERS (48.0
 DA0316'FT) SOUTHWEST OF POWER POLE NUMBER 47, 10.2 METERS (33.5 FT) SOUTHEAST
 DA0316'OF THE CENTERLINE OF THE DIRT ROAD PARALLELING THE TRACKS, 0.15 METERS
 DA0316'(0.5 FT) NORTHWEST OF THE WEST EDGE OF THE WEST PIPE.
 DA0316'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0316
 DA0316                          STATION RECOVERY (2006)
 DA0316
 DA0316'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0316'RECOVERED AS DESCRIBED. SIGN MISSING. POST FOUND.  GPS N32.23.51.3
 DA0316'W112.51.17.9
 DA0316
 DA0316                          STATION RECOVERY (2007)
 DA0316
 DA0316'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0547 ***********************************************************************
 CY0547  DESIGNATION -  R 14
 CY0547  PID         -  CY0547
 CY0547  STATE/COUNTY-  AZ/GRAHAM
 CY0547  USGS QUAD   -  ARTESIA NE (1966)
 CY0547
 CY0547                         *CURRENT SURVEY CONTROL
 CY0547  ___________________________________________________________________
 CY0547* NAD 83(1986)-  32 43 22.     (N)    109 34 10.     (W)     SCALED    
 CY0547* NAVD 88     -       952.89   (+/-2cm)    3126.3    (feet)  VERTCON   
 CY0547  ___________________________________________________________________
 CY0547  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CY0547  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0547
 CY0547.The horizontal coordinates were scaled from a topographic map and have
 CY0547.an estimated accuracy of +/- 6 seconds.
 CY0547
 CY0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0547.The vertical order pertains to the NGVD 29 superseded value.
 CY0547
 CY0547.The geoid height was determined by GEOID03.
 CY0547
 CY0547;                    North         East    Units  Estimated Accuracy
 CY0547;SPC AZ E     -   191,170.      269,340.      MT  (+/- 180 meters Scaled)
 CY0547
 CY0547                          SUPERSEDED SURVEY CONTROL
 CY0547
 CY0547  NGVD 29 (??/??/92)  952.259  (m)         3124.20   (f) ADJ UNCH    1 2
 CY0547
 CY0547.Superseded values are not recommended for survey control.
 CY0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0547.See file dsdata.txt to determine how the superseded data were derived.
 CY0547
 CY0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB340214(NAD 83)
 CY0547_MARKER: DB = BENCH MARK DISK
 CY0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0547_STAMPING: 3124.203 R 14 1932
 CY0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0547+STABILITY: SURFACE MOTION
 CY0547
 CY0547  HISTORY     - Date     Condition        Report By
 CY0547  HISTORY     - 1932     MONUMENTED       CGS
 CY0547
 CY0547                          STATION DESCRIPTION
 CY0547
 CY0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0547'6.8 MI SE FROM SOLOMONSVILLE.
 CY0547'ON SOUTHERN PACIFIC RAILROAD, 0.7 MILES NORTH OF HAECKEL, 730 FEET
 CY0547'SOUTH OF MILEPOST 1126, 25 FEET WEST OF RAILROAD CENTER LINE, 220 FEET
 CY0547'NORTHWEST OF RAILROAD CULVERT MARKED 1125.83.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0114 ***********************************************************************
 ES0114  DESIGNATION -  R 140
 ES0114  PID         -  ES0114
 ES0114  STATE/COUNTY-  AZ/NAVAJO
 ES0114  USGS QUAD   -  CLAY SPRINGS (1990)
 ES0114
 ES0114                         *CURRENT SURVEY CONTROL
 ES0114  ___________________________________________________________________
 ES0114* NAD 83(1986)-  34 21 44.     (N)    110 19 48.     (W)     SCALED    
 ES0114* NAVD 88     -      1917.774  (meters)    6291.90   (feet)  ADJUSTED  
 ES0114  ___________________________________________________________________
 ES0114  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0114  DYNAMIC HT  -        1914.983 (meters)    6282.74  (feet)  COMP
 ES0114  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 ES0114
 ES0114  VERT ORDER  -  SECOND    CLASS 0
 ES0114
 ES0114.The horizontal coordinates were scaled from a topographic map and have
 ES0114.an estimated accuracy of +/- 6 seconds.
 ES0114
 ES0114.The orthometric height was determined by differential leveling
 ES0114.and adjusted in June 1991.
 ES0114
 ES0114.The geoid height was determined by GEOID03.
 ES0114
 ES0114.The dynamic height is computed by dividing the NAVD 88
 ES0114.geopotential number by the normal gravity value computed on the
 ES0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0114.degrees latitude (g = 980.6199 gals.).
 ES0114
 ES0114.The modeled gravity was interpolated from observed gravity values.
 ES0114
 ES0114;                    North         East    Units  Estimated Accuracy
 ES0114;SPC AZ E     -   372,840.      198,340.      MT  (+/- 180 meters Scaled)
 ES0114
 ES0114                          SUPERSEDED SURVEY CONTROL
 ES0114
 ES0114  NGVD 29 (??/??/92) 1916.886  (m)         6288.98   (f) ADJ UNCH    2 0
 ES0114
 ES0114.Superseded values are not recommended for survey control.
 ES0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0114.See file dsdata.txt to determine how the superseded data were derived.
 ES0114
 ES0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD616025(NAD 83)
 ES0114_MARKER: DB = BENCH MARK DISK
 ES0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0114_STAMPING: R 140 1935
 ES0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0114+STABILITY: SURFACE MOTION
 ES0114
 ES0114  HISTORY     - Date     Condition        Report By
 ES0114  HISTORY     - 1935     MONUMENTED       CGS
 ES0114  HISTORY     - 1960     GOOD             USGS
 ES0114  HISTORY     - 19871125 MARK NOT FOUND   USPSQD
 ES0114
 ES0114                          STATION DESCRIPTION
 ES0114
 ES0114'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0114'7.5 MI NW FROM PINEDALE.
 ES0114'7.5 MILES NORTHWEST ALONG STATE HIGHWAY 160 FROM THE RANGER STATION AT
 ES0114'PINEDALE, NAVAJO COUNTY, NEAR THE MIDDLE OF A NARROW VALLEY, 100 YARDS
 ES0114'EAST OF COTTONWOOD WASH, AND 25 FEET NORTH OF THE CENTERLINE OF THE
 ES0114'ROAD.  A STANDARD DISK, STAMPED R 140 1935 AND SET IN THE TOP OF A
 ES0114'CONCRETE POST.
 ES0114
 ES0114                          STATION RECOVERY (1987)
 ES0114
 ES0114'RECOVERY NOTE BY US POWER SQUADRON 1987 (SGD)
 ES0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0095 ***********************************************************************
 FQ0095  DESIGNATION -  R 141
 FQ0095  PID         -  FQ0095
 FQ0095  STATE/COUNTY-  AZ/NAVAJO
 FQ0095  USGS QUAD   -  CLEAR CREEK RESERVOIR (1970)
 FQ0095
 FQ0095                         *CURRENT SURVEY CONTROL
 FQ0095  ___________________________________________________________________
 FQ0095* NAD 83(1986)-  34 59 28.     (N)    110 40 02.     (W)     SCALED    
 FQ0095* NAVD 88     -      1495.026  (meters)    4904.93   (feet)  ADJUSTED  
 FQ0095  ___________________________________________________________________
 FQ0095  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0095  DYNAMIC HT  -        1493.046 (meters)    4898.44  (feet)  COMP
 FQ0095  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 FQ0095
 FQ0095  VERT ORDER  -  SECOND    CLASS 0
 FQ0095
 FQ0095.The horizontal coordinates were scaled from a topographic map and have
 FQ0095.an estimated accuracy of +/- 6 seconds.
 FQ0095
 FQ0095.The orthometric height was determined by differential leveling
 FQ0095.and adjusted in June 1991.
 FQ0095
 FQ0095.The geoid height was determined by GEOID03.
 FQ0095
 FQ0095.The dynamic height is computed by dividing the NAVD 88
 FQ0095.geopotential number by the normal gravity value computed on the
 FQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0095.degrees latitude (g = 980.6199 gals.).
 FQ0095
 FQ0095.The modeled gravity was interpolated from observed gravity values.
 FQ0095
 FQ0095;                    North         East    Units  Estimated Accuracy
 FQ0095;SPC AZ E     -   442,700.      167,670.      MT  (+/- 180 meters Scaled)
 FQ0095
 FQ0095                          SUPERSEDED SURVEY CONTROL
 FQ0095
 FQ0095  NGVD 29 (??/??/92) 1494.283  (m)         4902.49   (f) ADJ UNCH    2 0
 FQ0095
 FQ0095.Superseded values are not recommended for survey control.
 FQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0095.See file dsdata.txt to determine how the superseded data were derived.
 FQ0095
 FQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD303721(NAD 83)
 FQ0095_MARKER: DB = BENCH MARK DISK
 FQ0095_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0095_SP_SET: SANDSTONE OUTCROP
 FQ0095_STAMPING: R 141 1935
 FQ0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0095+STABILITY: POSITION/ELEVATION WELL
 FQ0095
 FQ0095  HISTORY     - Date     Condition        Report By
 FQ0095  HISTORY     - 1935     MONUMENTED       CGS
 FQ0095
 FQ0095                          STATION DESCRIPTION
 FQ0095
 FQ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FQ0095'2.2 MI SW FROM WINSLOW.
 FQ0095'2.2 MILES SOUTHWEST ALONG THE PROMONTORY TOWER ROAD FROM THE UNION OIL
 FQ0095'COMPANY BUILDING AT WINSLOW, NAVAJO COUNTY, 150 FEET SOUTH OF THE TOP
 FQ0095'OF A LONG RISE, 55 FEET EAST OF THE CENTERLINE OF THE ROAD, IN THE TOP
 FQ0095'OF THE FIRST SANDSTONE OUTCROP, AND ABOUT THREE FEET HIGHER THAN THE
 FQ0095'ROAD.  A STANDARD DISK, STAMPED R 141 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0177 ***********************************************************************
 ES0177  DESIGNATION -  R 142
 ES0177  PID         -  ES0177
 ES0177  STATE/COUNTY-  AZ/COCONINO
 ES0177  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0177
 ES0177                         *CURRENT SURVEY CONTROL
 ES0177  ___________________________________________________________________
 ES0177* NAD 83(1986)-  34 28 32.     (N)    110 57 39.     (W)     SCALED    
 ES0177* NAVD 88     -      2226.603  (meters)    7305.11   (feet)  ADJUSTED  
 ES0177  ___________________________________________________________________
 ES0177  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0177  DYNAMIC HT  -        2223.279 (meters)    7294.21  (feet)  COMP
 ES0177  MODELED GRAV-     979,061.7   (mgal)                       NAVD 88
 ES0177
 ES0177  VERT ORDER  -  SECOND    CLASS 0
 ES0177
 ES0177.The horizontal coordinates were scaled from a topographic map and have
 ES0177.an estimated accuracy of +/- 6 seconds.
 ES0177
 ES0177.The orthometric height was determined by differential leveling
 ES0177.and adjusted in June 1991.
 ES0177
 ES0177.The geoid height was determined by GEOID03.
 ES0177
 ES0177.The dynamic height is computed by dividing the NAVD 88
 ES0177.geopotential number by the normal gravity value computed on the
 ES0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0177.degrees latitude (g = 980.6199 gals.).
 ES0177
 ES0177.The modeled gravity was interpolated from observed gravity values.
 ES0177
 ES0177;                    North         East    Units  Estimated Accuracy
 ES0177;SPC AZ C     -   385,820.      301,160.      MT  (+/- 180 meters Scaled)
 ES0177
 ES0177                          SUPERSEDED SURVEY CONTROL
 ES0177
 ES0177  NGVD 29 (??/??/92) 2225.579  (m)         7301.75   (f) ADJ UNCH    2 0
 ES0177
 ES0177.Superseded values are not recommended for survey control.
 ES0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0177.See file dsdata.txt to determine how the superseded data were derived.
 ES0177
 ES0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD035148(NAD 83)
 ES0177_MARKER: DB = BENCH MARK DISK
 ES0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0177_STAMPING: R-142 1935
 ES0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0177+STABILITY: SURFACE MOTION
 ES0177
 ES0177  HISTORY     - Date     Condition        Report By
 ES0177  HISTORY     - 1935     MONUMENTED       CGS
 ES0177
 ES0177                          STATION DESCRIPTION
 ES0177
 ES0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0177'7.6 MI SW FROM WALLACE RANGER STA RD JCT.
 ES0177'47.6 MI SW OF WINSLOW (UNION OIL CO PLANT) 7.6 MI S ALONG ROAD TO
 ES0177'PROMOTORY TOWER AND 13 RANCH.  (7.4 MI N ALONG ROAD TO WINSLOW FROM
 ES0177'PROMOTORY TOWER AND HEBER ROAD JUNCTION) AT THE JUNCTION OF THE ROAD
 ES0177'TO VINCENT RANCH, 74 FEET SW OF THE CENTER OF THE JUNCTION, 60 FEET SE
 ES0177'OF THE ROAD TO VINCENT RANCH AND 32 FEET W OF THE CENTERLINE OF THE
 ES0177'MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0206 ***********************************************************************
 DU0206  DESIGNATION -  R 145
 DU0206  PID         -  DU0206
 DU0206  STATE/COUNTY-  AZ/GRAHAM
 DU0206  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0206
 DU0206                         *CURRENT SURVEY CONTROL
 DU0206  ___________________________________________________________________
 DU0206* NAD 83(1986)-  33 17 52.     (N)    110 01 58.     (W)     SCALED    
 DU0206* NAVD 88     -      1553.400  (meters)    5096.45   (feet)  ADJUSTED  
 DU0206  ___________________________________________________________________
 DU0206  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DU0206  DYNAMIC HT  -        1551.121 (meters)    5088.97  (feet)  COMP
 DU0206  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 DU0206
 DU0206  VERT ORDER  -  SECOND    CLASS 0
 DU0206
 DU0206.The horizontal coordinates were scaled from a topographic map and have
 DU0206.an estimated accuracy of +/- 6 seconds.
 DU0206
 DU0206.The orthometric height was determined by differential leveling
 DU0206.and adjusted in June 1991.
 DU0206
 DU0206.The geoid height was determined by GEOID03.
 DU0206
 DU0206.The dynamic height is computed by dividing the NAVD 88
 DU0206.geopotential number by the normal gravity value computed on the
 DU0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0206.degrees latitude (g = 980.6199 gals.).
 DU0206
 DU0206.The modeled gravity was interpolated from observed gravity values.
 DU0206
 DU0206;                    North         East    Units  Estimated Accuracy
 DU0206;SPC AZ E     -   254,780.      225,830.      MT  (+/- 180 meters Scaled)
 DU0206
 DU0206                          SUPERSEDED SURVEY CONTROL
 DU0206
 DU0206  NGVD 29 (??/??/92) 1552.672  (m)         5094.06   (f) ADJ UNCH    2 0
 DU0206
 DU0206.Superseded values are not recommended for survey control.
 DU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0206.See file dsdata.txt to determine how the superseded data were derived.
 DU0206
 DU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB900847(NAD 83)
 DU0206_MARKER: DB = BENCH MARK DISK
 DU0206_SETTING: 66 = SET IN ROCK OUTCROP
 DU0206_SP_SET: MALPAIS OUTCROP
 DU0206_STAMPING: R 145 1935
 DU0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0206+STABILITY: POSITION/ELEVATION WELL
 DU0206
 DU0206  HISTORY     - Date     Condition        Report By
 DU0206  HISTORY     - 1935     MONUMENTED       CGS
 DU0206  HISTORY     - 1952     GOOD             NGS
 DU0206
 DU0206                          STATION DESCRIPTION
 DU0206
 DU0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0206'6.6 MI SE FROM ASH CREEK RANCH.
 DU0206'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0206'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0206'0.3 MILE SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, THENCE 3.9 MILES
 DU0206'SOUTHEAST ALONG THE OLD ARSENIC TUBS ROAD, A SADDLE AT THE TOP OF A
 DU0206'SMALL HILL, 0.2 MILE WEST OF A WATER TANK, 44 FEET SOUTHWEST OF THE
 DU0206'CENTERLINE OF A ROAD, 1.1 FEET EAST OF A ROCK CARIAN, LEVEL WITH THE
 DU0206'ROAD, AND SET IN THE TOP OF A MALPAIS OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0148 ***********************************************************************
 ES0148  DESIGNATION -  R 146
 ES0148  PID         -  ES0148
 ES0148  STATE/COUNTY-  AZ/NAVAJO
 ES0148  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0148
 ES0148                         *CURRENT SURVEY CONTROL
 ES0148  ___________________________________________________________________
 ES0148* NAD 83(1986)-  34 03 53.     (N)    110 12 09.     (W)     SCALED    
 ES0148* NAVD 88     -      1726.970  (meters)    5665.90   (feet)  ADJUSTED  
 ES0148  ___________________________________________________________________
 ES0148  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0148  DYNAMIC HT  -        1724.463 (meters)    5657.68  (feet)  COMP
 ES0148  MODELED GRAV-     979,123.1   (mgal)                       NAVD 88
 ES0148
 ES0148  VERT ORDER  -  SECOND    CLASS 0
 ES0148
 ES0148.The horizontal coordinates were scaled from a topographic map and have
 ES0148.an estimated accuracy of +/- 6 seconds.
 ES0148
 ES0148.The orthometric height was determined by differential leveling
 ES0148.and adjusted in June 1991.
 ES0148
 ES0148.The geoid height was determined by GEOID03.
 ES0148
 ES0148.The dynamic height is computed by dividing the NAVD 88
 ES0148.geopotential number by the normal gravity value computed on the
 ES0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0148.degrees latitude (g = 980.6199 gals.).
 ES0148
 ES0148.The modeled gravity was interpolated from observed gravity values.
 ES0148
 ES0148;                    North         East    Units  Estimated Accuracy
 ES0148;SPC AZ E     -   339,830.      210,050.      MT  (+/- 180 meters Scaled)
 ES0148
 ES0148                          SUPERSEDED SURVEY CONTROL
 ES0148
 ES0148  NGVD 29 (??/??/92) 1726.151  (m)         5663.21   (f) ADJ UNCH    2 0
 ES0148
 ES0148.Superseded values are not recommended for survey control.
 ES0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0148.See file dsdata.txt to determine how the superseded data were derived.
 ES0148
 ES0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC735696(NAD 83)
 ES0148_MARKER: DB = BENCH MARK DISK
 ES0148_SETTING: 80 = SET IN A BOULDER
 ES0148_SP_SET: BOULDER
 ES0148_STAMPING: R 146 1960
 ES0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0148+STABILITY: SURFACE MOTION
 ES0148
 ES0148  HISTORY     - Date     Condition        Report By
 ES0148  HISTORY     - 1960     MONUMENTED       CGS
 ES0148
 ES0148                          STATION DESCRIPTION
 ES0148
 ES0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0148'17.9 MI SW FROM SHOW LOW.
 ES0148'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0148'SHOW LOW, THENCE 17.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0148'HIGHWAY 77, SET IN THE TOP OF A BOULDER WHICH PROJECTS 6 INCHES, 100
 ES0148'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT NORTHWEST
 ES0148'OF A FENCE, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0046 ***********************************************************************
 DU0046  DESIGNATION -  R 147
 DU0046  PID         -  DU0046
 DU0046  STATE/COUNTY-  AZ/GILA
 DU0046  USGS QUAD   -  CARRIZO (1978)
 DU0046
 DU0046                         *CURRENT SURVEY CONTROL
 DU0046  ___________________________________________________________________
 DU0046* NAD 83(1986)-  33 54 59.     (N)    110 21 49.     (W)     SCALED    
 DU0046* NAVD 88     -      1804.082  (meters)    5918.89   (feet)  ADJUSTED  
 DU0046  ___________________________________________________________________
 DU0046  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DU0046  DYNAMIC HT  -        1801.512 (meters)    5910.46  (feet)  COMP
 DU0046  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 DU0046
 DU0046  VERT ORDER  -  SECOND    CLASS 0
 DU0046
 DU0046.The horizontal coordinates were scaled from a topographic map and have
 DU0046.an estimated accuracy of +/- 6 seconds.
 DU0046
 DU0046.The orthometric height was determined by differential leveling
 DU0046.and adjusted in June 1991.
 DU0046
 DU0046.The geoid height was determined by GEOID03.
 DU0046
 DU0046.The dynamic height is computed by dividing the NAVD 88
 DU0046.geopotential number by the normal gravity value computed on the
 DU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0046.degrees latitude (g = 980.6199 gals.).
 DU0046
 DU0046.The modeled gravity was interpolated from observed gravity values.
 DU0046
 DU0046;                    North         East    Units  Estimated Accuracy
 DU0046;SPC AZ E     -   323,400.      195,150.      MT  (+/- 180 meters Scaled)
 DU0046
 DU0046                          SUPERSEDED SURVEY CONTROL
 DU0046
 DU0046  NGVD 29 (??/??/92) 1803.350  (m)         5916.49   (f) ADJ UNCH    2 0
 DU0046
 DU0046.Superseded values are not recommended for survey control.
 DU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0046.See file dsdata.txt to determine how the superseded data were derived.
 DU0046
 DU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC588530(NAD 83)
 DU0046_MARKER: DB = BENCH MARK DISK
 DU0046_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DU0046_SP_SET: UNSP ROCK
 DU0046_STAMPING: R 147 1960
 DU0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0046
 DU0046  HISTORY     - Date     Condition        Report By
 DU0046  HISTORY     - 1960     MONUMENTED       CGS
 DU0046  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0046
 DU0046                          STATION DESCRIPTION
 DU0046
 DU0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0046'20.6 MI NE FROM SENECA.
 DU0046'ABOUT 20.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0046'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0046'THE NORTHEAST END OF A CUT AND THE SOUTH END OF A CURVE IN THE
 DU0046'HIGHWAY, ON THE NORTH SLOPE OF A HILL AND THE SOUTH BANK OF A RAVINE,
 DU0046'IN THE TOP OF A ROCK, 75 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DU0046'HIGHWAY, 76 FEET SOUTHWEST OF THE SOUTH END OF A METAL GUARD RAIL, AND
 DU0046'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0046
 DU0046                          STATION RECOVERY (1966)
 DU0046
 DU0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0169 ***********************************************************************
 DU0169  DESIGNATION -  R 149
 DU0169  PID         -  DU0169
 DU0169  STATE/COUNTY-  AZ/GRAHAM
 DU0169  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0169
 DU0169                         *CURRENT SURVEY CONTROL
 DU0169  ___________________________________________________________________
 DU0169* NAD 83(1986)-  33 21 44.     (N)    110 02 25.     (W)     SCALED    
 DU0169* NAVD 88     -      1472.004  (meters)    4829.40   (feet)  ADJUSTED  
 DU0169  ___________________________________________________________________
 DU0169  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DU0169  DYNAMIC HT  -        1469.850 (meters)    4822.33  (feet)  COMP
 DU0169  MODELED GRAV-     979,122.7   (mgal)                       NAVD 88
 DU0169
 DU0169  VERT ORDER  -  SECOND    CLASS 0
 DU0169
 DU0169.The horizontal coordinates were scaled from a topographic map and have
 DU0169.an estimated accuracy of +/- 6 seconds.
 DU0169
 DU0169.The orthometric height was determined by differential leveling
 DU0169.and adjusted in June 1991.
 DU0169
 DU0169.The geoid height was determined by GEOID03.
 DU0169
 DU0169.The dynamic height is computed by dividing the NAVD 88
 DU0169.geopotential number by the normal gravity value computed on the
 DU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0169.degrees latitude (g = 980.6199 gals.).
 DU0169
 DU0169.The modeled gravity was interpolated from observed gravity values.
 DU0169
 DU0169;                    North         East    Units  Estimated Accuracy
 DU0169;SPC AZ E     -   261,930.      225,120.      MT  (+/- 180 meters Scaled)
 DU0169
 DU0169                          SUPERSEDED SURVEY CONTROL
 DU0169
 DU0169  NGVD 29 (??/??/92) 1471.285  (m)         4827.04   (f) ADJ UNCH    2 0
 DU0169
 DU0169.Superseded values are not recommended for survey control.
 DU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0169.See file dsdata.txt to determine how the superseded data were derived.
 DU0169
 DU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB892918(NAD 83)
 DU0169_MARKER: DB = BENCH MARK DISK
 DU0169_SETTING: 80 = SET IN A BOULDER
 DU0169_SP_SET: BOULDER
 DU0169_STAMPING: R 149 1935
 DU0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0169+STABILITY: SURFACE MOTION
 DU0169
 DU0169  HISTORY     - Date     Condition        Report By
 DU0169  HISTORY     - 1935     MONUMENTED       CGS
 DU0169  HISTORY     - 1952     GOOD             NGS
 DU0169
 DU0169                          STATION DESCRIPTION
 DU0169
 DU0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0169'1.6 MI SW FROM ASH CREEK RANCH.
 DU0169'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0169'RANCH, THENCE 0.4 MILE SOUTHEAST ALONG THE ARSENIC TUBS ROAD, AT A
 DU0169'POINT WHERE A TELEPHONE LINE CROSSES THE ROAD, AT THE JUNCTION OF A
 DU0169'DIM TRACK ROAD CROSSING, 228 FEET NORTHEAST OF THE CENTER OF THE
 DU0169'JUNCTION, 90 FEET SOUTHEAST OF THE SECOND TELEPHONE POLE FROM THE
 DU0169'ROAD, 60 1/2 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD, ABOUT
 DU0169'3 FEET HIGHER THAN THE TRACK ROAD, SET IN THE TOP OF A LONE EMBEDDED
 DU0169'BOULDER PROJECTING 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0319 ***********************************************************************
 DA0319  DESIGNATION -  R 15
 DA0319  PID         -  DA0319
 DA0319  STATE/COUNTY-  AZ/PIMA
 DA0319  USGS QUAD   -  AJO SOUTH (1990)
 DA0319
 DA0319                         *CURRENT SURVEY CONTROL
 DA0319  ___________________________________________________________________
 DA0319* NAD 83(1986)-  32 22 18.     (N)    112 51 33.     (W)     SCALED    
 DA0319* NAVD 88     -       534.202  (meters)    1752.63   (feet)  ADJUSTED  
 DA0319  ___________________________________________________________________
 DA0319  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0319  DYNAMIC HT  -         533.522 (meters)    1750.40  (feet)  COMP
 DA0319  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 DA0319
 DA0319  VERT ORDER  -  FIRST     CLASS II
 DA0319
 DA0319.The horizontal coordinates were scaled from a topographic map and have
 DA0319.an estimated accuracy of +/- 6 seconds.
 DA0319
 DA0319.The orthometric height was determined by differential leveling
 DA0319.and adjusted in June 1991.
 DA0319
 DA0319.The geoid height was determined by GEOID03.
 DA0319
 DA0319.The dynamic height is computed by dividing the NAVD 88
 DA0319.geopotential number by the normal gravity value computed on the
 DA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0319.degrees latitude (g = 980.6199 gals.).
 DA0319
 DA0319.The modeled gravity was interpolated from observed gravity values.
 DA0319
 DA0319;                    North         East    Units  Estimated Accuracy
 DA0319;SPC AZ C     -   152,470.      124,670.      MT  (+/- 180 meters Scaled)
 DA0319
 DA0319                          SUPERSEDED SURVEY CONTROL
 DA0319
 DA0319  NGVD 29 (??/??/92)  533.508  (m)         1750.35   (f) ADJ UNCH    1 2
 DA0319
 DA0319.Superseded values are not recommended for survey control.
 DA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0319.See file dsdata.txt to determine how the superseded data were derived.
 DA0319
 DA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA250831(NAD 83)
 DA0319_MARKER: DD = SURVEY DISK
 DA0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0319_SP_SET: CULVERT
 DA0319_STAMPING: R 15 1930
 DA0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0319+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0319
 DA0319  HISTORY     - Date     Condition        Report By
 DA0319  HISTORY     - 1930     MONUMENTED       USGS
 DA0319  HISTORY     - 1953     GOOD             NGS
 DA0319  HISTORY     - 1981     GOOD             NGS
 DA0319  HISTORY     - 19990203 MARK NOT FOUND   USPSQD
 DA0319  HISTORY     - 20070603 GOOD             GEOCAC
 DA0319
 DA0319                          STATION DESCRIPTION
 DA0319
 DA0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0319'0.25 MI SE FROM AJO.
 DA0319'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0319'FROM THE STATION AT AJO, THENCE 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY
 DA0319'86, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 DA0319'WALL OF A LARGE CONCRETE CULVERT FOR A GRAVELED ROAD AND A RAILROAD
 DA0319'TRACK LEADING TO A LARGE COPPER MILL, 139 FEET SOUTH OF THE CENTER
 DA0319'LINE OF THE HIGHWAY (MEASURED FROM A POINT OVER THE CENTER OF A
 DA0319'CULVERT), 71 FEET NORTHWEST OF THE CENTER OF A GATE IN A FENCE AROUND
 DA0319'THE COPPER MILL AND THE CENTER OF THE RAILROAD TRACK, 31.6 FEET
 DA0319'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK (MEASURED FROM A POINT
 DA0319'OPPOSITE A SWITCH), 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 DA0319'HEAD WALL, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 DA0319
 DA0319                          STATION RECOVERY (1981)
 DA0319
 DA0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0319'RECOVERED IN GOOD CONDITION.
 DA0319
 DA0319                          STATION RECOVERY (1999)
 DA0319
 DA0319'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0319'MARK NOT FOUND.
 DA0319
 DA0319                          STATION RECOVERY (2007)
 DA0319
 DA0319'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0471 ***********************************************************************
 ES0471  DESIGNATION -  R 15
 ES0471  PID         -  ES0471
 ES0471  STATE/COUNTY-  AZ/YAVAPAI
 ES0471  USGS QUAD   -  CORNVILLE (1968)
 ES0471
 ES0471                         *CURRENT SURVEY CONTROL
 ES0471  ___________________________________________________________________
 ES0471* NAD 83(1986)-  34 39 12.     (N)    111 57 33.     (W)     SCALED    
 ES0471* NAVD 88     -      1028.659  (meters)    3374.86   (feet)  ADJUSTED  
 ES0471  ___________________________________________________________________
 ES0471  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 ES0471  DYNAMIC HT  -        1027.359 (meters)    3370.59  (feet)  COMP
 ES0471  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 ES0471
 ES0471  VERT ORDER  -  FIRST     CLASS II
 ES0471
 ES0471.The horizontal coordinates were scaled from a topographic map and have
 ES0471.an estimated accuracy of +/- 6 seconds.
 ES0471
 ES0471.The orthometric height was determined by differential leveling
 ES0471.and adjusted in June 1991.
 ES0471
 ES0471.The geoid height was determined by GEOID03.
 ES0471
 ES0471.The dynamic height is computed by dividing the NAVD 88
 ES0471.geopotential number by the normal gravity value computed on the
 ES0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0471.degrees latitude (g = 980.6199 gals.).
 ES0471
 ES0471.The modeled gravity was interpolated from observed gravity values.
 ES0471
 ES0471;                    North         East    Units  Estimated Accuracy
 ES0471;SPC AZ C     -   405,120.      209,460.      MT  (+/- 180 meters Scaled)
 ES0471
 ES0471                          SUPERSEDED SURVEY CONTROL
 ES0471
 ES0471  NGVD 29 (??/??/92) 1027.928  (m)         3372.46   (f) ADJ UNCH    1 2
 ES0471
 ES0471.Superseded values are not recommended for survey control.
 ES0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0471.See file dsdata.txt to determine how the superseded data were derived.
 ES0471
 ES0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD121350(NAD 83)
 ES0471_MARKER: DD = SURVEY DISK
 ES0471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0471_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0471_STAMPING: 3372.460 R 15 1931
 ES0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0471
 ES0471  HISTORY     - Date     Condition        Report By
 ES0471  HISTORY     - 1931     MONUMENTED       USGS
 ES0471  HISTORY     - 1934     GOOD             NGS
 ES0471  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0471
 ES0471                          STATION DESCRIPTION
 ES0471
 ES0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0471'9.3 MI SW FROM COTTONWOOD.
 ES0471'9.3 MILES SOUTHEAST ALONG THE HIGHWAY LEADING TO CAMP VERDE FROM
 ES0471'COTTONWOOD, YAVAPAI COUNTY, 3.8 MILES NORTHWEST OF THE OLD AULTMAN
 ES0471'STORE, AT A BRIDGE OVER A LARGE WASH, IN THE TOP OF THE SOUTHWEST END
 ES0471'OF THE NORTHWEST CONCRETE ABUTMENT PAINTED USBM 3371.5, AND 6 INCHES
 ES0471'NORTHWEST OF THE NORTHWEST VERTICAL RAIL PIPE.  A UNITED STATES
 ES0471'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3372.460 R 15 1931.
 ES0471
 ES0471                          STATION RECOVERY (1982)
 ES0471
 ES0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0471'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0064 ***********************************************************************
 DU0064  DESIGNATION -  R 150
 DU0064  PID         -  DU0064
 DU0064  STATE/COUNTY-  AZ/GILA
 DU0064  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0064
 DU0064                         *CURRENT SURVEY CONTROL
 DU0064  ___________________________________________________________________
 DU0064* NAD 83(1986)-  33 30 16.     (N)    110 12 06.     (W)     SCALED    
 DU0064* NAVD 88     -      1487.642  (meters)    4880.71   (feet)  ADJUSTED  
 DU0064  ___________________________________________________________________
 DU0064  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DU0064  DYNAMIC HT  -        1485.519 (meters)    4873.74  (feet)  COMP
 DU0064  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 DU0064
 DU0064  VERT ORDER  -  SECOND    CLASS 0
 DU0064
 DU0064.The horizontal coordinates were scaled from a topographic map and have
 DU0064.an estimated accuracy of +/- 6 seconds.
 DU0064
 DU0064.The orthometric height was determined by differential leveling
 DU0064.and adjusted in June 1991.
 DU0064
 DU0064.The geoid height was determined by GEOID03.
 DU0064
 DU0064.The dynamic height is computed by dividing the NAVD 88
 DU0064.geopotential number by the normal gravity value computed on the
 DU0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0064.degrees latitude (g = 980.6199 gals.).
 DU0064
 DU0064.The modeled gravity was interpolated from observed gravity values.
 DU0064
 DU0064;                    North         East    Units  Estimated Accuracy
 DU0064;SPC AZ E     -   277,690.      210,110.      MT  (+/- 180 meters Scaled)
 DU0064
 DU0064                          SUPERSEDED SURVEY CONTROL
 DU0064
 DU0064  NGVD 29 (??/??/92) 1486.973  (m)         4878.51   (f) ADJ UNCH    2 0
 DU0064
 DU0064.Superseded values are not recommended for survey control.
 DU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0064.See file dsdata.txt to determine how the superseded data were derived.
 DU0064
 DU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC741074(NAD 83)
 DU0064_MARKER: DB = BENCH MARK DISK
 DU0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0064_STAMPING: R 150 1935
 DU0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0064+STABILITY: SURFACE MOTION
 DU0064
 DU0064  HISTORY     - Date     Condition        Report By
 DU0064  HISTORY     - 1935     MONUMENTED       CGS
 DU0064
 DU0064                          STATION DESCRIPTION
 DU0064
 DU0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0064'3.9 MI NW FROM WARM SPRING.
 DU0064'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0064'COUNTY, 3.9 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, 0.8 MILE NORTH
 DU0064'OF A WATERING HOLE, 0.2 MILE NORTH OF A DRAINAGE DITCH EAST OF THE
 DU0064'ROAD, AND 190 YARDS SOUTH OF A CIRCULAR CORRAL WEST OF THE ROAD. A
 DU0064'STANDARD DISK, STAMPED R 150 1935 AND SET IN THE TOP OF A CONCRETE
 DU0064'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0406 ***********************************************************************
 DT0406  DESIGNATION -  R 153
 DT0406  PID         -  DT0406
 DT0406  STATE/COUNTY-  AZ/GRAHAM
 DT0406  USGS QUAD   -  BRYCE MOUNTAIN (1989)
 DT0406
 DT0406                         *CURRENT SURVEY CONTROL
 DT0406  ___________________________________________________________________
 DT0406* NAD 83(1986)-  33 00 28.     (N)    109 44 07.     (W)     SCALED    
 DT0406* NAVD 88     -      1292.824  (meters)    4241.54   (feet)  ADJUSTED  
 DT0406  ___________________________________________________________________
 DT0406  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DT0406  DYNAMIC HT  -        1290.963 (meters)    4235.43  (feet)  COMP
 DT0406  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 DT0406
 DT0406  VERT ORDER  -  SECOND    CLASS 0
 DT0406
 DT0406.The horizontal coordinates were scaled from a topographic map and have
 DT0406.an estimated accuracy of +/- 6 seconds.
 DT0406
 DT0406.The orthometric height was determined by differential leveling
 DT0406.and adjusted in June 1991.
 DT0406
 DT0406.The geoid height was determined by GEOID03.
 DT0406
 DT0406.The dynamic height is computed by dividing the NAVD 88
 DT0406.geopotential number by the normal gravity value computed on the
 DT0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0406.degrees latitude (g = 980.6199 gals.).
 DT0406
 DT0406.The modeled gravity was interpolated from observed gravity values.
 DT0406
 DT0406;                    North         East    Units  Estimated Accuracy
 DT0406;SPC AZ E     -   222,700.      253,670.      MT  (+/- 180 meters Scaled)
 DT0406
 DT0406                          SUPERSEDED SURVEY CONTROL
 DT0406
 DT0406  NGVD 29 (??/??/92) 1292.161  (m)         4239.36   (f) ADJ UNCH    2 0
 DT0406
 DT0406.Superseded values are not recommended for survey control.
 DT0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0406.See file dsdata.txt to determine how the superseded data were derived.
 DT0406
 DT0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB181528(NAD 83)
 DT0406_MARKER: DB = BENCH MARK DISK
 DT0406_SETTING: 80 = SET IN A BOULDER
 DT0406_SP_SET: BOULDER
 DT0406_STAMPING: R 153 1935
 DT0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0406+STABILITY: SURFACE MOTION
 DT0406
 DT0406  HISTORY     - Date     Condition        Report By
 DT0406  HISTORY     - 1935     MONUMENTED       CGS
 DT0406
 DT0406                          STATION DESCRIPTION
 DT0406
 DT0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0406'10.9 MI N FROM PIMA.
 DT0406'10.9 MI. N ALONG ROAD TO HAT RANCH.  (11.7 MI. S ALONG ROAD TO PIMA.)
 DT0406'0.7 MI. N OF WASH CROSSING, 73 FT. W OF PROMINENT BOULDER AND 40 FT. E
 DT0406'OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0446 ***********************************************************************
 ES0446  DESIGNATION -  R 155
 ES0446  PID         -  ES0446
 ES0446  STATE/COUNTY-  AZ/YAVAPAI
 ES0446  USGS QUAD   -  BLOODY BASIN (1967)
 ES0446
 ES0446                         *CURRENT SURVEY CONTROL
 ES0446  ___________________________________________________________________
 ES0446* NAD 83(1986)-  34 09 20.     (N)    111 48 48.     (W)     SCALED    
 ES0446* NAVD 88     -       893.89   (+/-2cm)    2932.7    (feet)  VERTCON   
 ES0446  ___________________________________________________________________
 ES0446  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 ES0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0446
 ES0446.The horizontal coordinates were scaled from a topographic map and have
 ES0446.an estimated accuracy of +/- 6 seconds.
 ES0446
 ES0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0446.The vertical order pertains to the NGVD 29 superseded value.
 ES0446
 ES0446.The geoid height was determined by GEOID03.
 ES0446
 ES0446;                    North         East    Units  Estimated Accuracy
 ES0446;SPC AZ C     -   349,910.      222,890.      MT  (+/- 180 meters Scaled)
 ES0446
 ES0446                          SUPERSEDED SURVEY CONTROL
 ES0446
 ES0446  NGVD 29 (??/??/92)  893.220  (m)         2930.51   (f) ADJ UNCH    2 0
 ES0446
 ES0446.Superseded values are not recommended for survey control.
 ES0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0446.See file dsdata.txt to determine how the superseded data were derived.
 ES0446
 ES0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC250797(NAD 83)
 ES0446_MARKER: DB = BENCH MARK DISK
 ES0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0446_STAMPING: R 155 1935
 ES0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0446+STABILITY: SURFACE MOTION
 ES0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0446+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2008
 ES0446
 ES0446  HISTORY     - Date     Condition        Report By
 ES0446  HISTORY     - 1935     MONUMENTED       CGS
 ES0446  HISTORY     - 1952     GOOD             NGS
 ES0446  HISTORY     - 20070811 GOOD             GEOCAC
 ES0446  HISTORY     - 20081228 GOOD             GEOCAC
 ES0446
 ES0446                          STATION DESCRIPTION
 ES0446
 ES0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0446'30.7 MI SE FROM CORDES.
 ES0446'30.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0446'CORDES, 0.5 MILE EAST OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH
 ES0446'TO CAVE CREEK AND PHOENIX, IN A ROCKY FLAT COVERED WITH MESQUITE, 43
 ES0446'FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, AND
 ES0446'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 ES0446'GROUND.
 ES0446
 ES0446                          STATION RECOVERY (2007)
 ES0446
 ES0446'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0446'RECOVERED IN GOOD CONDITION.
 ES0446
 ES0446                          STATION RECOVERY (2008)
 ES0446
 ES0446'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0446'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0446'34 09 20.8 (N)   111 48 47.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0229 ***********************************************************************
 DU0229  DESIGNATION -  R 16
 DU0229  PID         -  DU0229
 DU0229  STATE/COUNTY-  AZ/GILA
 DU0229  USGS QUAD   -  CUTTER (1979)
 DU0229
 DU0229                         *CURRENT SURVEY CONTROL
 DU0229  ___________________________________________________________________
 DU0229* NAD 83(1986)-  33 22 08.     (N)    110 43 18.     (W)     SCALED    
 DU0229* NAVD 88     -      1072.510  (meters)    3518.73   (feet)  ADJUSTED  
 DU0229  ___________________________________________________________________
 DU0229  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0229  DYNAMIC HT  -        1071.054 (meters)    3513.95  (feet)  COMP
 DU0229  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 DU0229
 DU0229  VERT ORDER  -  FIRST     CLASS II
 DU0229
 DU0229.The horizontal coordinates were scaled from a topographic map and have
 DU0229.an estimated accuracy of +/- 6 seconds.
 DU0229
 DU0229.The orthometric height was determined by differential leveling
 DU0229.and adjusted in June 1991.
 DU0229
 DU0229.The geoid height was determined by GEOID03.
 DU0229
 DU0229.The dynamic height is computed by dividing the NAVD 88
 DU0229.geopotential number by the normal gravity value computed on the
 DU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0229.degrees latitude (g = 980.6199 gals.).
 DU0229
 DU0229.The modeled gravity was interpolated from observed gravity values.
 DU0229
 DU0229;                    North         East    Units  Estimated Accuracy
 DU0229;SPC AZ E     -   262,800.      161,720.      MT  (+/- 180 meters Scaled)
 DU0229
 DU0229                          SUPERSEDED SURVEY CONTROL
 DU0229
 DU0229  NGVD 29 (??/??/92) 1071.900  (m)         3516.73   (f) ADJ UNCH    1 2
 DU0229
 DU0229.Superseded values are not recommended for survey control.
 DU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0229.See file dsdata.txt to determine how the superseded data were derived.
 DU0229
 DU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB258922(NAD 83)
 DU0229_MARKER: DB = BENCH MARK DISK
 DU0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0229_SP_SET: CULVERT
 DU0229_STAMPING: 3516.725 R 16 1933
 DU0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0229+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0229
 DU0229  HISTORY     - Date     Condition        Report By
 DU0229  HISTORY     - 1933     MONUMENTED       CGS
 DU0229  HISTORY     - 1979     GOOD             NGS
 DU0229  HISTORY     - 20081008 GOOD             GEOCAC
 DU0229
 DU0229                          STATION DESCRIPTION
 DU0229
 DU0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0229'4.3 MI E FROM GLOBE.
 DU0229'ON SOUTHERN PACIFIC RIGHT OF WAY, 1000 FEET NORTHWEST OF MILEPOST
 DU0229'1217, 12 FEET SOUTHWEST OF RAILROAD CENTER-LINE, ON DECK OF CONCRETE
 DU0229'CULVERT.
 DU0229
 DU0229                          STATION RECOVERY (1979)
 DU0229
 DU0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0229'5.55 KILOMETERS (3.45 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU0229'THE NEW COUNTY COURTHOUSE IN GLOBE, 0.1 KILOMETER (0.05 MILE)
 DU0229'SOUTHEAST OF HIGHWAY MILE POST 255, ON THE SOUTHERN PACIFIC RAILWAY,
 DU0229'SET IN THE TOP CENTER OF THE SOUTH HEADWALL OF A 1-METER DIAMETER
 DU0229'CONCRETE CULVERT UNDER THE TRACKS, 54 METERS (179 FEET) NORTH OF THE
 DU0229'CENTERLINE OF THE HIGHWAY AND 2.7 METERS (9 FEET) SOUTH OF THE SOUTH
 DU0229'RAIL OF THE TRACKS.
 DU0229'THE MARK IS 2 M ABOVE THE HIGHWAY.
 DU0229
 DU0229                          STATION RECOVERY (2008)
 DU0229
 DU0229'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0229'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0229'22.128' W110  43.333'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0375 ***********************************************************************
 DA0375  DESIGNATION -  R 17
 DA0375  PID         -  DA0375
 DA0375  STATE/COUNTY-  AZ/PIMA
 DA0375  USGS QUAD   -  AJO SOUTH (1990)
 DA0375
 DA0375                         *CURRENT SURVEY CONTROL
 DA0375  ___________________________________________________________________
 DA0375* NAD 83(1986)-  32 18 53.     (N)    112 51 34.     (W)     SCALED    
 DA0375* NAVD 88     -       553.34   (+/-2cm)    1815.4    (feet)  VERTCON   
 DA0375  ___________________________________________________________________
 DA0375  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 DA0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0375
 DA0375.The horizontal coordinates were scaled from a topographic map and have
 DA0375.an estimated accuracy of +/- 6 seconds.
 DA0375
 DA0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0375.The vertical order pertains to the NGVD 29 superseded value.
 DA0375
 DA0375.The geoid height was determined by GEOID03.
 DA0375
 DA0375;                    North         East    Units  Estimated Accuracy
 DA0375;SPC AZ C     -   146,150.      124,590.      MT  (+/- 180 meters Scaled)
 DA0375
 DA0375                          SUPERSEDED SURVEY CONTROL
 DA0375
 DA0375  NGVD 29 (??/??/92)  552.635  (m)         1813.10   (f) ADJ UNCH    2 0
 DA0375
 DA0375.Superseded values are not recommended for survey control.
 DA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0375.See file dsdata.txt to determine how the superseded data were derived.
 DA0375
 DA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA249768(NAD 83)
 DA0375_MARKER: DD = SURVEY DISK
 DA0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0375_STAMPING: R 17 1930
 DA0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0375+STABILITY: SURFACE MOTION
 DA0375
 DA0375  HISTORY     - Date     Condition        Report By
 DA0375  HISTORY     - 1930     MONUMENTED       USGS
 DA0375  HISTORY     - 1952     GOOD             NGS
 DA0375
 DA0375                          STATION DESCRIPTION
 DA0375
 DA0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0375'5.9 MI S FROM AJO.
 DA0375'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0375'RAILROAD FROM THE STATION AT AJO, TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0375'ALONG HIGHWAY 86 TO THE JUNCTION OF THE DARBY WELLS ROAD, THENCE 3.85
 DA0375'MILES SOUTHWEST AND SOUTH ALONG THE DARBY WELLS ROAD TO THE BATES
 DA0375'WELL, AT A Y JUNCTION OF THE MAIN ROAD AND A DIM ROAD LEADING
 DA0375'SOUTH-SOUTHEAST, 23 1/2 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 DA0375'11 FEET WEST OF THE CENTER LINE OF A DIM ROAD LEADING SOUTH-SOUTHEAST,
 DA0375'1.9 FEET NORTH OF THE WITNESS POST, IN THE TOP OF A CONCRETE POST
 DA0375'PROJECTING 0.4 FOOT, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0272 ***********************************************************************
 DU0272  DESIGNATION -  R 17
 DU0272  PID         -  DU0272
 DU0272  STATE/COUNTY-  AZ/GILA
 DU0272  USGS QUAD   -  CUTTER (1979)
 DU0272
 DU0272                         *CURRENT SURVEY CONTROL
 DU0272  ___________________________________________________________________
 DU0272* NAD 83(1986)-  33 20 09.     (N)    110 42 16.     (W)     SCALED    
 DU0272* NAVD 88     -      1058.83   (+/-2cm)    3473.8    (feet)  VERTCON   
 DU0272  ___________________________________________________________________
 DU0272  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0272
 DU0272.The horizontal coordinates were scaled from a topographic map and have
 DU0272.an estimated accuracy of +/- 6 seconds.
 DU0272
 DU0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0272.The vertical order pertains to the NGVD 29 superseded value.
 DU0272
 DU0272.The geoid height was determined by GEOID03.
 DU0272
 DU0272;                    North         East    Units  Estimated Accuracy
 DU0272;SPC AZ E     -   259,120.      163,300.      MT  (+/- 180 meters Scaled)
 DU0272
 DU0272                          SUPERSEDED SURVEY CONTROL
 DU0272
 DU0272  NGVD 29 (??/??/92) 1058.228  (m)         3471.87   (f) ADJ UNCH    2 0
 DU0272
 DU0272.Superseded values are not recommended for survey control.
 DU0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0272.See file dsdata.txt to determine how the superseded data were derived.
 DU0272
 DU0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB275885(NAD 83)
 DU0272_MARKER: DB = BENCH MARK DISK
 DU0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0272_STAMPING: 3471.873 R 17 1933
 DU0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0272+STABILITY: SURFACE MOTION
 DU0272
 DU0272  HISTORY     - Date     Condition        Report By
 DU0272  HISTORY     - 1933     MONUMENTED       CGS
 DU0272
 DU0272                          STATION DESCRIPTION
 DU0272
 DU0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0272'6.0 MI SE FROM GLOBE.
 DU0272'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 70 FROM GLOBE, THENCE 1.7 MILES
 DU0272'SOUTH ALONG STATE HIGHWAY 77.  ON A FLAT, 150 YARDS NORTHEAST OF A
 DU0272'CULVERT OPPOSITE A SURFACE RESERVOIR, ON THE SOUTH SIDE OF A HILL, AND
 DU0272'36 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP
 DU0272'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0162 ***********************************************************************
 ET0162  DESIGNATION -  R 17
 ET0162  PID         -  ET0162
 ET0162  STATE/COUNTY-  AZ/YAVAPAI
 ET0162  USGS QUAD   -  COTTONWOOD (1973)
 ET0162
 ET0162                         *CURRENT SURVEY CONTROL
 ET0162  ___________________________________________________________________
 ET0162* NAD 83(1986)-  34 42 24.     (N)    112 00 38.     (W)     SCALED    
 ET0162* NAVD 88     -      1055.286  (meters)    3462.22   (feet)  ADJUSTED  
 ET0162  ___________________________________________________________________
 ET0162  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 ET0162  DYNAMIC HT  -        1053.957 (meters)    3457.86  (feet)  COMP
 ET0162  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 ET0162
 ET0162  VERT ORDER  -  FIRST     CLASS II
 ET0162
 ET0162.The horizontal coordinates were scaled from a topographic map and have
 ET0162.an estimated accuracy of +/- 6 seconds.
 ET0162
 ET0162.The orthometric height was determined by differential leveling
 ET0162.and adjusted in June 1991.
 ET0162
 ET0162.The geoid height was determined by GEOID03.
 ET0162
 ET0162.The dynamic height is computed by dividing the NAVD 88
 ET0162.geopotential number by the normal gravity value computed on the
 ET0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0162.degrees latitude (g = 980.6199 gals.).
 ET0162
 ET0162.The modeled gravity was interpolated from observed gravity values.
 ET0162
 ET0162;                    North         East    Units  Estimated Accuracy
 ET0162;SPC AZ C     -   411,040.      204,760.      MT  (+/- 180 meters Scaled)
 ET0162
 ET0162                          SUPERSEDED SURVEY CONTROL
 ET0162
 ET0162  NGVD 29 (??/??/92) 1054.546  (m)         3459.79   (f) ADJ UNCH    1 2
 ET0162
 ET0162.Superseded values are not recommended for survey control.
 ET0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0162.See file dsdata.txt to determine how the superseded data were derived.
 ET0162
 ET0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD074409(NAD 83)
 ET0162_MARKER: DD = SURVEY DISK
 ET0162_SETTING: 66 = SET IN ROCK OUTCROP
 ET0162_SP_SET: LIMESTONE LEDGE
 ET0162_STAMPING: 3459.970 R 17 1931
 ET0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0162+STABILITY: POSITION/ELEVATION WELL
 ET0162
 ET0162  HISTORY     - Date     Condition        Report By
 ET0162  HISTORY     - 1931     MONUMENTED       USGS
 ET0162  HISTORY     - 1933     GOOD             NGS
 ET0162  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0162  HISTORY     - 20040501 MARK NOT FOUND   NGS
 ET0162
 ET0162                          STATION DESCRIPTION
 ET0162
 ET0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0162'3.9 MI SE FROM COTTONWOOD.
 ET0162'AT SIDE OF HIGHWAY, 1.2 MILES SOUTH OF Y-JUNCTION OF HIGHWAYS, NORTH
 ET0162'BANK OF GULCH, 40 FEET NORTH OF IRON HIGHWAY CULVERT WITH CONCRETE
 ET0162'HEADWALLS, 35 FEET NORTHWEST OF HIGHWAY CENTER-LINE, ON TOP OF
 ET0162'LIMESTONE LEDGE PAINTED BLACK U.S.B.M.
 ET0162
 ET0162                          STATION RECOVERY (1973)
 ET0162
 ET0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0162'MARK NOT FOUND.
 ET0162
 ET0162                          STATION RECOVERY (2004)
 ET0162
 ET0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0379 ***********************************************************************
 DA0379  DESIGNATION -  R 18
 DA0379  PID         -  DA0379
 DA0379  STATE/COUNTY-  AZ/PIMA
 DA0379  USGS QUAD   -  AJO SOUTH (1990)
 DA0379
 DA0379                         *CURRENT SURVEY CONTROL
 DA0379  ___________________________________________________________________
 DA0379* NAD 83(1986)-  32 16 38.     (N)    112 51 35.     (W)     SCALED    
 DA0379* NAVD 88     -       517.72   (+/-2cm)    1698.6    (feet)  VERTCON   
 DA0379  ___________________________________________________________________
 DA0379  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DA0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0379
 DA0379.The horizontal coordinates were scaled from a topographic map and have
 DA0379.an estimated accuracy of +/- 6 seconds.
 DA0379
 DA0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0379.The vertical order pertains to the NGVD 29 superseded value.
 DA0379
 DA0379.The geoid height was determined by GEOID03.
 DA0379
 DA0379;                    North         East    Units  Estimated Accuracy
 DA0379;SPC AZ C     -   142,000.      124,520.      MT  (+/- 180 meters Scaled)
 DA0379
 DA0379                          SUPERSEDED SURVEY CONTROL
 DA0379
 DA0379  NGVD 29 (??/??/92)  517.010  (m)         1696.22   (f) ADJ UNCH    2 0
 DA0379
 DA0379.Superseded values are not recommended for survey control.
 DA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0379.See file dsdata.txt to determine how the superseded data were derived.
 DA0379
 DA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA248726(NAD 83)
 DA0379_MARKER: DD = SURVEY DISK
 DA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0379_STAMPING: R 18 1930
 DA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0379+STABILITY: SURFACE MOTION
 DA0379
 DA0379  HISTORY     - Date     Condition        Report By
 DA0379  HISTORY     - 1930     MONUMENTED       USGS
 DA0379  HISTORY     - 1952     GOOD             NGS
 DA0379
 DA0379                          STATION DESCRIPTION
 DA0379
 DA0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0379'8.65 MI S FROM AJO.
 DA0379'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0379'RAILROAD FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST
 DA0379'ALONG HIGHWAY 86 TO THE JUNCTION OF A ROAD TO DARBY WELL, THENCE 6.6
 DA0379'MILES SOUTHWEST AND SOUTH ALONG DARBY WELL ROAD LEADING TO BATES WELL,
 DA0379'29 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE NEW ROAD, 12 1/2 FEET
 DA0379'SOUTHEAST OF THE CENTER LINE OF THE OLD ROAD, 1.7 FEET NORTH OF THE
 DA0379'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT,
 DA0379'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0292 ***********************************************************************
 CZ0292  DESIGNATION -  R 18
 CZ0292  PID         -  CZ0292
 CZ0292  STATE/COUNTY-  AZ/PINAL
 CZ0292  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ0292
 CZ0292                         *CURRENT SURVEY CONTROL
 CZ0292  ___________________________________________________________________
 CZ0292* NAD 83(1986)-  32 47 27.     (N)    110 40 25.     (W)     SCALED    
 CZ0292* NAVD 88     -       687.65   (+/-2cm)    2256.1    (feet)  VERTCON   
 CZ0292  ___________________________________________________________________
 CZ0292  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CZ0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0292
 CZ0292.The horizontal coordinates were scaled from a topographic map and have
 CZ0292.an estimated accuracy of +/- 6 seconds.
 CZ0292
 CZ0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0292.The vertical order pertains to the NGVD 29 superseded value.
 CZ0292
 CZ0292.The geoid height was determined by GEOID03.
 CZ0292
 CZ0292;                    North         East    Units  Estimated Accuracy
 CZ0292;SPC AZ C     -   199,240.      329,790.      MT  (+/- 180 meters Scaled)
 CZ0292
 CZ0292                          SUPERSEDED SURVEY CONTROL
 CZ0292
 CZ0292  NGVD 29 (??/??/92)  687.010  (m)         2253.97   (f) ADJ UNCH    2 0
 CZ0292
 CZ0292.Superseded values are not recommended for survey control.
 CZ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0292.See file dsdata.txt to determine how the superseded data were derived.
 CZ0292
 CZ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB305281(NAD 83)
 CZ0292_MARKER: DB = BENCH MARK DISK
 CZ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0292_STAMPING: 2254.047 R 18 1933
 CZ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0292+STABILITY: SURFACE MOTION
 CZ0292
 CZ0292  HISTORY     - Date     Condition        Report By
 CZ0292  HISTORY     - 1933     MONUMENTED       CGS
 CZ0292  HISTORY     - 1934     GOOD             NGS
 CZ0292  HISTORY     - 20070223 GOOD             GEOCAC
 CZ0292
 CZ0292                          STATION DESCRIPTION
 CZ0292
 CZ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0292'5.4 MI NW FROM MAMMOTH.
 CZ0292'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0292'25 FEET SOUTHEAST OF THE ENTRANCE TO A RANCH, AND 45 FEET SOUTHWEST OF
 CZ0292'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2254.047 R 18
 CZ0292'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 CZ0292'GROUND.
 CZ0292
 CZ0292                          STATION RECOVERY (2007)
 CZ0292
 CZ0292'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0292'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0292'THE DESCRIPTION   THE MARK IS 45 FEET SOUTHWEST OF THE CENTERLINE OF
 CZ0292'OLD ROUTE 77 AND 180 FEET SOUTHEAST OF THE CENTERLINE OF CUESTA
 CZ0292'STREET. THE MARK IS LOCATED ON PRIVATE PROPERTY   PLEASE SEEK
 CZ0292'PERMISSION PRIOR TO USING THE MARK. HANDHELD COORDINATES
 CZ0292' 
 CZ0292'32 47 28.0 (N)   111 40 26.7 (W)  (NAD 83).
 CZ0292' 
 CZ0292' 
 CZ0292'TO REACH FROM MAMMOTH AT THE INTERSECTION OF MAIN STREET AND ARIZONA
 CZ0292'HWY 77 GO NORTH ON HWY 77 FOR 4.4 MILES TO CUESTA STREET, TURN LEFT
 CZ0292'(W) ON CUESTA STREET AND GO 0.05 MILES TO ENTRANCE TO PRIVATE PROPERTY
 CZ0292'ON LEFT MARKED 83213, GO THROUGH ENTRANCE FOR .04 MILES TO BUILDING ON
 CZ0292'THE LEFT. MARK IS TO THE LEFT (N) OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0478 ***********************************************************************
 ES0478  DESIGNATION -  R 18
 ES0478  PID         -  ES0478
 ES0478  STATE/COUNTY-  AZ/YAVAPAI
 ES0478  USGS QUAD   -  CORNVILLE (1968)
 ES0478
 ES0478                         *CURRENT SURVEY CONTROL
 ES0478  ___________________________________________________________________
 ES0478* NAD 83(2007)-  34 43 41.84339(N)    111 58 50.37120(W)     ADJUSTED  
 ES0478* NAVD 88     -      1026.381  (meters)    3367.39   (feet)  ADJUSTED  
 ES0478  ___________________________________________________________________
 ES0478  EPOCH DATE  -        2007.00
 ES0478  X           -  -1,964,472.392 (meters)                     COMP
 ES0478  Y           -  -4,866,969.363 (meters)                     COMP
 ES0478  Z           -   3,613,704.412 (meters)                     COMP
 ES0478  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 ES0478  ELLIP HEIGHT-        1000.746 (meters)          (02/10/07) ADJUSTED
 ES0478  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 ES0478  DYNAMIC HT  -        1025.099 (meters)    3363.18  (feet)  COMP
 ES0478
 ES0478  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0478  Type    PID    Designation                      North   East  Ellip
 ES0478  -------------------------------------------------------------------
 ES0478  NETWORK ES0478 R 18                              0.35   0.29   0.98
 ES0478  -------------------------------------------------------------------
 ES0478  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 ES0478
 ES0478  VERT ORDER  -  FIRST     CLASS II
 ES0478
 ES0478.The horizontal coordinates were established by GPS observations
 ES0478.and adjusted by the National Geodetic Survey in February 2007.
 ES0478
 ES0478.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0478.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0478.The horizontal coordinates are valid at the epoch date displayed above.
 ES0478.The epoch date for horizontal control is a decimal equivalence
 ES0478.of Year/Month/Day.
 ES0478
 ES0478.The orthometric height was determined by differential leveling
 ES0478.and adjusted in June 1991.
 ES0478
 ES0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0478
 ES0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0478
 ES0478.The ellipsoidal height was determined by GPS observations
 ES0478.and is referenced to NAD 83.
 ES0478
 ES0478.The geoid height was determined by GEOID03.
 ES0478
 ES0478.The dynamic height is computed by dividing the NAVD 88
 ES0478.geopotential number by the normal gravity value computed on the
 ES0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0478.degrees latitude (g = 980.6199 gals.).
 ES0478
 ES0478.The modeled gravity was interpolated from observed gravity values.
 ES0478
 ES0478;                    North         East     Units Scale Factor Converg.
 ES0478;SPC AZ C     -   413,436.088   207,499.629   MT  0.99990042   -0 02 11.2
 ES0478;SPC AZ C     - 1,356,417.61    680,773.06   iFT  0.99990042   -0 02 11.2
 ES0478;UTM  12      - 3,843,349.858   410,216.925   MT  0.99969935   -0 33 31.3
 ES0478
 ES0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0478!SPC AZ C     -   0.99984294  x   0.99990042  =   0.99974337
 ES0478!UTM  12      -   0.99984294  x   0.99969935  =   0.99954233
 ES0478
 ES0478                          SUPERSEDED SURVEY CONTROL
 ES0478
 ES0478  NAD 83(1992)-  34 43 41.84276(N)    111 58 50.37059(W) AD(       ) A
 ES0478  ELLIP H (09/30/99) 1000.753  (m)                       GP(       ) 3 1
 ES0478  NAVD 88 (09/30/99) 1026.38   (m)         3367.4    (f) LEVELING    3  
 ES0478  NGVD 29 (??/??/92) 1025.631  (m)         3364.92   (f) ADJ UNCH    1 2
 ES0478
 ES0478.Superseded values are not recommended for survey control.
 ES0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0478.See file dsdata.txt to determine how the superseded data were derived.
 ES0478
 ES0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1021743350(NAD 83)
 ES0478_MARKER: DD = SURVEY DISK
 ES0478_SETTING: 66 = SET IN ROCK OUTCROP
 ES0478_SP_SET: LIMESTONE LEDGE
 ES0478_STAMPING: R 18-1931
 ES0478_MARK LOGO: USGS-E
 ES0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0478+STABILITY: POSITION/ELEVATION WELL
 ES0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0478+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ES0478
 ES0478  HISTORY     - Date     Condition        Report By
 ES0478  HISTORY     - UNK      MONUMENTED       USGS-E
 ES0478  HISTORY     - 1933     GOOD             NGS
 ES0478  HISTORY     - 1982     GOOD             NGS
 ES0478  HISTORY     - 19990121 GOOD             AZ-025
 ES0478  HISTORY     - 20031215 GOOD             SHEPH
 ES0478  HISTORY     - 20050508 GOOD             USPSQD
 ES0478
 ES0478                          STATION DESCRIPTION
 ES0478
 ES0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0478'4.4 MI SE FROM COTTONWOOD.
 ES0478'AT SIDE OF HIGHWAY, 0.8 MILES NORTH OF VERDE RIVER HIGHWAY BRIDGE, TOP
 ES0478'OF RIDGE, 100 FEET NORTHWEST OF HIGHWAY CENTER-LINE, AT SIDE OF ROCK
 ES0478'CAIRN, ON LEDGE OF LIMESTONE PAINTED BLACK U.S.B.M. 3363.9.
 ES0478
 ES0478                          STATION RECOVERY (1982)
 ES0478
 ES0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0478'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0478'2.2 KM (1.4 MI) NORTHEAST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 ES0478'JUNCTION OF STATE HIGHWAY 279 IN COTTONWOOD, IN TOP OF A MASSIVE
 ES0478'LIMESTONE OUTCROP AT THE TOP OF A SMALL KNOLL, 0.4 KM (0.25 MI) EAST
 ES0478'OF A T JUNCTION OF A ROAD LEADING NORTHWEST, 0.6 KM (0.35 MI)
 ES0478'SOUTHWEST OF A T JUNCTION OF A PAVED ROAD LEADING EAST, 45.7 METERS
 ES0478'(150 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 32.0 METERS (105 FT)
 ES0478'NORTHWEST OF THE CENTER OF AN ABANDON ROAD, 24.0 METERS (79 FT)
 ES0478'SOUTHEAST OF A FENCE, 0.9 METERS (3.0 FT) SOUTH OF A CAIRN.
 ES0478'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0478'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 ES0478
 ES0478                          STATION RECOVERY (1999)
 ES0478
 ES0478'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ES0478'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF COTTONWOOD,
 ES0478'1 MI (1.6 KM) NORTHEAST OF BRIDGEPORT, 0.8 MI (1.3 KM) NORTHEAST OF A
 ES0478'HIGHWAY BRIDGE OVER THE VERDE RIVER, 0.35 MI (0.56 KM) SOUTHWEST OF
 ES0478'CORNVILLE ROAD, 0.25 MI (0.40 KM) NORTHEAST OF ROCKING CHAIR ROAD, AT
 ES0478'US HIGHWAY 89 ALTERNATE MILEPOST 356.7.  OWNERSHIP--COCONINO NATIONAL
 ES0478'FOREST.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89
 ES0478'ALTERNATE AND STATE HIGHWAY 279 IN COTTONWOOD, GO NORTHEAST FOR 2.2 KM
 ES0478'(1.35 MI) ON HIGHWAY 89 ALTERNATE TO THE STATION ON RIGHT, AT THE TOP
 ES0478'OF A SMALL KNOLL.  THE STATION IS A DISK SET IN A LIMESTONE OUTCROP.
 ES0478'LOCATED 41.5 M (136.2 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY,
 ES0478'32.0 M (105.0 FT) NORTHWEST FROM THE CENTER OF AN ABANDONED ROAD, 21.7
 ES0478'M (71.2 FT) SOUTHEAST FROM A FENCE, 0.9 M (3.0 FT) SOUTH-SOUTHEAST
 ES0478'FROM A ROCK CAIRN AND 0.3 M (1.0 FT) WEST FROM A WITNESS POST.
 ES0478
 ES0478                          STATION RECOVERY (2003)
 ES0478
 ES0478'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003 (MLD)
 ES0478'RECOVERED AS DESCRIBED
 ES0478
 ES0478                          STATION RECOVERY (2005)
 ES0478
 ES0478'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0380 ***********************************************************************
 DA0380  DESIGNATION -  R 18 RM
 DA0380  PID         -  DA0380
 DA0380  STATE/COUNTY-  AZ/PIMA
 DA0380  USGS QUAD   -  AJO SOUTH (1990)
 DA0380
 DA0380                         *CURRENT SURVEY CONTROL
 DA0380  ___________________________________________________________________
 DA0380* NAD 83(1986)-  32 16 36.     (N)    112 51 35.     (W)     SCALED    
 DA0380* NAVD 88     -       517.84   (+/-2cm)    1698.9    (feet)  VERTCON   
 DA0380  ___________________________________________________________________
 DA0380  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DA0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0380
 DA0380.The horizontal coordinates were scaled from a topographic map and have
 DA0380.an estimated accuracy of +/- 6 seconds.
 DA0380
 DA0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0380.The vertical order pertains to the NGVD 29 superseded value.
 DA0380
 DA0380.The geoid height was determined by GEOID03.
 DA0380
 DA0380;                    North         East    Units  Estimated Accuracy
 DA0380;SPC AZ C     -   141,930.      124,520.      MT  (+/- 180 meters Scaled)
 DA0380
 DA0380                          SUPERSEDED SURVEY CONTROL
 DA0380
 DA0380  NGVD 29 (??/??/92)  517.131  (m)         1696.62   (f) ADJ UNCH    2 0
 DA0380
 DA0380.Superseded values are not recommended for survey control.
 DA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0380.See file dsdata.txt to determine how the superseded data were derived.
 DA0380
 DA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA248726(NAD 83)
 DA0380_MARKER: N = NAIL
 DA0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0380_SP_SET: FOOT POST
 DA0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0380
 DA0380  HISTORY     - Date     Condition        Report By
 DA0380  HISTORY     - UNK      MONUMENTED       USGS
 DA0380  HISTORY     - 1952     GOOD             NGS
 DA0380
 DA0380                          STATION DESCRIPTION
 DA0380
 DA0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0380'8.65 MI S FROM AJO.
 DA0380'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0380'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILES EAST ALONG THE
 DA0380'HIGHWAY 86 TO JUNCTION OF ROAD TO DARBY WELL, THENCE 6.6 MILES
 DA0380'SOUTHWEST AND SOUTH ALONG ROAD TO DARBY WELL LEADING TO BATES WELL, AT
 DA0380'A Y OF MAIN ROAD AND A ROAD LEADING SOUTH, 69.9 FEET SOUTHWEST OF
 DA0380'U.S.G.S. R 18, 26 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD
 DA0380'ROAD, 21 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE NEW ROAD, A
 DA0380'COPPER NAIL AND WASHER SET IN TOP OF A 4 X 4 FOOT POST PROJECTING 0.7
 DA0380'FOOT, AND ABOUT 1 FOOT HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0129 ***********************************************************************
 CZ0129  DESIGNATION -  R 19
 CZ0129  PID         -  CZ0129
 CZ0129  STATE/COUNTY-  AZ/PIMA
 CZ0129  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0129
 CZ0129                         *CURRENT SURVEY CONTROL
 CZ0129  ___________________________________________________________________
 CZ0129* NAD 83(1986)-  32 17 41.     (N)    110 58 46.     (W)     SCALED    
 CZ0129* NAVD 88     -       703.26   (+/-2cm)    2307.3    (feet)  VERTCON   
 CZ0129  ___________________________________________________________________
 CZ0129  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CZ0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0129
 CZ0129.The horizontal coordinates were scaled from a topographic map and have
 CZ0129.an estimated accuracy of +/- 6 seconds.
 CZ0129
 CZ0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0129.The vertical order pertains to the NGVD 29 superseded value.
 CZ0129
 CZ0129.The geoid height was determined by GEOID03.
 CZ0129
 CZ0129;                    North         East    Units  Estimated Accuracy
 CZ0129;SPC AZ C     -   143,930.      301,630.      MT  (+/- 180 meters Scaled)
 CZ0129
 CZ0129                          SUPERSEDED SURVEY CONTROL
 CZ0129
 CZ0129  NGVD 29 (??/??/92)  702.584  (m)         2305.06   (f) ADJ UNCH    2 0
 CZ0129
 CZ0129.Superseded values are not recommended for survey control.
 CZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0129.See file dsdata.txt to determine how the superseded data were derived.
 CZ0129
 CZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019731(NAD 83)
 CZ0129_MARKER: DB = BENCH MARK DISK
 CZ0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0129_SP_SET: ABUTMENT
 CZ0129_STAMPING: 2305.323 R 19 1933
 CZ0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0129
 CZ0129  HISTORY     - Date     Condition        Report By
 CZ0129  HISTORY     - 1933     MONUMENTED       CGS
 CZ0129  HISTORY     - 1962     GOOD             NGS
 CZ0129  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0129
 CZ0129                          STATION DESCRIPTION
 CZ0129
 CZ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0129'5.3 MI N FROM TUCSON.
 CZ0129'5.3 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT TUCSON,
 CZ0129'PIMA COUNTY, AT RILLITO CREEK, AT A STEEL-TRUSS BRIDGE, IN THE TOP OF
 CZ0129'THE WEST END OF THE NORTH CONCRETE ABUTMENT, AND ABOUT 2 INCHES BELOW
 CZ0129'THE HIGHWAY LEVEL.  A STANDARD DISK, STAMPED 2305.323 R 19 1933.
 CZ0129
 CZ0129                          STATION RECOVERY (1980)
 CZ0129
 CZ0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0071 ***********************************************************************
 FR0071  DESIGNATION -  R 2
 FR0071  PID         -  FR0071
 FR0071  STATE/COUNTY-  AZ/COCONINO
 FR0071  USGS QUAD   -  HEARST MOUNTAIN (1989)
 FR0071
 FR0071                         *CURRENT SURVEY CONTROL
 FR0071  ___________________________________________________________________
 FR0071* NAD 83(1986)-  35 15 06.     (N)    112 21 24.     (W)     SCALED    
 FR0071* NAVD 88     -      1824.964  (meters)    5987.40   (feet)  POSTED    
 FR0071  ___________________________________________________________________
 FR0071  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 FR0071  DYNAMIC HT  -        1822.470 (meters)    5979.22  (feet)  COMP
 FR0071  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 FR0071
 FR0071  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0071
 FR0071.The horizontal coordinates were scaled from a topographic map and have
 FR0071.an estimated accuracy of +/- 6 seconds.
 FR0071
 FR0071.The orthometric height was determined by differential leveling
 FR0071.and adjusted by the  in 1992.
 FR0071.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0071.rate of 2.1 thru 3.0 mm/km.
 FR0071
 FR0071.The geoid height was determined by GEOID03.
 FR0071
 FR0071.The dynamic height is computed by dividing the NAVD 88
 FR0071.geopotential number by the normal gravity value computed on the
 FR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0071.degrees latitude (g = 980.6199 gals.).
 FR0071
 FR0071.The modeled gravity was interpolated from observed gravity values.
 FR0071
 FR0071;                    North         East    Units  Estimated Accuracy
 FR0071;SPC AZ C     -   471,580.      173,320.      MT  (+/- 180 meters Scaled)
 FR0071
 FR0071                          SUPERSEDED SURVEY CONTROL
 FR0071
 FR0071  NGVD 29 (??/??/92) 1824.041  (m)         5984.37   (f) ADJ UNCH    1 2
 FR0071
 FR0071.Superseded values are not recommended for survey control.
 FR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0071.See file dsdata.txt to determine how the superseded data were derived.
 FR0071
 FR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE765017(NAD 83)
 FR0071_MARKER: B = BOLT
 FR0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0071_SP_SET: ABUTMENT
 FR0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0071
 FR0071  HISTORY     - Date     Condition        Report By
 FR0071  HISTORY     - UNK      MONUMENTED       CGS
 FR0071  HISTORY     - 1934     GOOD             NGS
 FR0071  HISTORY     - 1976     MARK NOT FOUND   USGS
 FR0071
 FR0071                          STATION DESCRIPTION
 FR0071
 FR0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0071'0.6 MI E FROM WELCH.
 FR0071'0.6 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0071'STATION AT WELCH, COCONINO COUNTY, 4 POLES WEST OF MILEAGE POLE
 FR0071'490-1/2, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE A
 FR0071'391, 0.7 FOOT FROM THE FACE, 0.4 FOOT FROM THE END OF THE COPING, AND
 FR0071'10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A COPPER BOLT.
 FR0071
 FR0071                          STATION RECOVERY (1976)
 FR0071
 FR0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FR0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0265 ***********************************************************************
 ES0265  DESIGNATION -  R 20
 ES0265  PID         -  ES0265
 ES0265  STATE/COUNTY-  AZ/GILA
 ES0265  USGS QUAD   -  GISELA (1972)
 ES0265
 ES0265                         *CURRENT SURVEY CONTROL
 ES0265  ___________________________________________________________________
 ES0265* NAD 83(1986)-  34 01 48.     (N)    111 18 28.     (W)     SCALED    
 ES0265* NAVD 88     -       943.849  (meters)    3096.61   (feet)  ADJUSTED  
 ES0265  ___________________________________________________________________
 ES0265  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 ES0265  DYNAMIC HT  -         942.655 (meters)    3092.69  (feet)  COMP
 ES0265  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 ES0265
 ES0265  VERT ORDER  -  FIRST     CLASS II
 ES0265
 ES0265.The horizontal coordinates were scaled from a topographic map and have
 ES0265.an estimated accuracy of +/- 6 seconds.
 ES0265
 ES0265.The orthometric height was determined by differential leveling
 ES0265.and adjusted in June 1991.
 ES0265
 ES0265.The geoid height was determined by GEOID03.
 ES0265
 ES0265.The dynamic height is computed by dividing the NAVD 88
 ES0265.geopotential number by the normal gravity value computed on the
 ES0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0265.degrees latitude (g = 980.6199 gals.).
 ES0265
 ES0265.The modeled gravity was interpolated from observed gravity values.
 ES0265
 ES0265;                    North         East    Units  Estimated Accuracy
 ES0265;SPC AZ E     -   336,570.      107,980.      MT  (+/- 180 meters Scaled)
 ES0265
 ES0265                          SUPERSEDED SURVEY CONTROL
 ES0265
 ES0265  NGVD 29 (??/??/92)  943.243  (m)         3094.62   (f) ADJ UNCH    1 2
 ES0265
 ES0265.Superseded values are not recommended for survey control.
 ES0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0265.See file dsdata.txt to determine how the superseded data were derived.
 ES0265
 ES0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC715655(NAD 83)
 ES0265_MARKER: DD = SURVEY DISK
 ES0265_SETTING: 0 = UNSPECIFIED SETTING
 ES0265_STAMPING: 3094.623 R 20 1933
 ES0265_MARK LOGO: CGS   
 ES0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0265
 ES0265  HISTORY     - Date     Condition        Report By
 ES0265  HISTORY     - 1933     MONUMENTED       CGS
 ES0265  HISTORY     - 1933     GOOD             DOD
 ES0265  HISTORY     - 1982     GOOD             NGS
 ES0265  HISTORY     - 20080307 GOOD             GEOCAC
 ES0265
 ES0265                          STATION DESCRIPTION
 ES0265
 ES0265'DESCRIBED BY US DEPARTMENT OF DEFENSE 1933
 ES0265'21.5 MI SW FROM PAYSON.
 ES0265'FROM INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWY 160, NORTH OF
 ES0265'PAYSON ARIZONA, TRAVEL SOUTH, ON 160, 12.5 MILES TO GISELA TURN OFF.
 ES0265'TURN LEFT AND TRAVEL SOUTHEAST TOWARD ROOSEVELT AND FELTON SERVICE
 ES0265'STATION 8.5 MILES, 1.60 MILES NORTH OF THE FELTON SERVICE STATION, 150
 ES0265'YARDS WEST OF A SUMMIT OF THE GRADE, AT A HIGHWAY TURNOUT, AND 50 FEET
 ES0265'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ES0265
 ES0265                          STATION RECOVERY (1982)
 ES0265
 ES0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0265'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0265'17.2 KM (10.7 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE
 ES0265'IN PUNKIN CENTER, THENCE 2.6 KM (1.6 MI) NORTHEAST ALONG RYE CREEK
 ES0265'ROAD, IN THE NORTHEAST CORNER OF A T JUNCTION OF A TRACK ROAD LEADING
 ES0265'NORTH, ON THE WEST SLOPE OF A HILL, 18.0 METERS (59 FT) NORTH OF THE
 ES0265'ROAD CENTERLINE, 1.0 METER (3.3 FT) EAST OF THE TRACK ROAD CENTER,
 ES0265'32.0 METERS (102 FT) SOUTH OF A POWER LINE.
 ES0265'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 ES0265'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0265
 ES0265                          STATION RECOVERY (2008)
 ES0265
 ES0265'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0265'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0265'THE DESCRIPTION - THERE WAS NO WITNESS POST IN THE AREA. HANDHELD
 ES0265'COORDINATES
 ES0265'34 01 48.3 (N)   111 18 28.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0425 ***********************************************************************
 DA0425  DESIGNATION -  R 21
 DA0425  PID         -  DA0425
 DA0425  STATE/COUNTY-  AZ/PIMA
 DA0425  USGS QUAD   -  ARMENTA WELL (1990)
 DA0425
 DA0425                         *CURRENT SURVEY CONTROL
 DA0425  ___________________________________________________________________
 DA0425* NAD 83(1986)-  32 09 17.     (N)    112 52 26.     (W)     SCALED    
 DA0425* NAVD 88     -       456.34   (+/-2cm)    1497.2    (feet)  VERTCON   
 DA0425  ___________________________________________________________________
 DA0425  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DA0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0425
 DA0425.The horizontal coordinates were scaled from a topographic map and have
 DA0425.an estimated accuracy of +/- 6 seconds.
 DA0425
 DA0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0425.The vertical order pertains to the NGVD 29 superseded value.
 DA0425
 DA0425.The geoid height was determined by GEOID03.
 DA0425
 DA0425;                    North         East    Units  Estimated Accuracy
 DA0425;SPC AZ C     -   128,420.      123,070.      MT  (+/- 180 meters Scaled)
 DA0425
 DA0425                          SUPERSEDED SURVEY CONTROL
 DA0425
 DA0425  NGVD 29 (??/??/92)  455.64   (m)         1494.9    (f) COMPUTED    2 0
 DA0425
 DA0425.Superseded values are not recommended for survey control.
 DA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0425.See file dsdata.txt to determine how the superseded data were derived.
 DA0425
 DA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA232591(NAD 83)
 DA0425_MARKER: DB = BENCH MARK DISK
 DA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0425_STAMPING: R 21 1930
 DA0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0425+STABILITY: SURFACE MOTION
 DA0425
 DA0425  HISTORY     - Date     Condition        Report By
 DA0425  HISTORY     - 1930     MONUMENTED       USGS
 DA0425  HISTORY     - 1952     GOOD             NGS
 DA0425
 DA0425                          STATION DESCRIPTION
 DA0425
 DA0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0425'26.85 MI S FROM AJO.
 DA0425'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0425'FROM THE STATION AT AJO TO A JUNCTION, THENCE 10.8 MILES SOUTHEAST
 DA0425'ALONG HIGHWAY 86 TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG
 DA0425'SONOYTA-AJO HIGHWAY TO AN INTERSECTION, THENCE 6.75 MILES ALONG A
 DA0425'TRACK ROAD LEADING WEST, AT THE INTERSECTION OF TRACK ROADS
 DA0425'NORTH-SOUTH AND EAST-WEST, 53 FEET NORTH OF THE CENTER LINE OF A ROAD
 DA0425'EAST-WEST, 22 1/2 FEET SOUTHWEST OF THE CENTER OF NORTH ROAD AND A
 DA0425'SMALL WASH, 15 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 DA0425'1.4 FEET EAST OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3
 DA0425'FOOT, AND ABOUT EVEN WITH THE ROAD IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0433 ***********************************************************************
 DU0433  DESIGNATION -  R 21
 DU0433  PID         -  DU0433
 DU0433  STATE/COUNTY-  AZ/MARICOPA
 DU0433  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0433
 DU0433                         *CURRENT SURVEY CONTROL
 DU0433  ___________________________________________________________________
 DU0433* NAD 83(1986)-  33 31 46.     (N)    111 24 09.     (W)     SCALED    
 DU0433* NAVD 88     -       603.833  (meters)    1981.08   (feet)  ADJUSTED  
 DU0433  ___________________________________________________________________
 DU0433  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DU0433  DYNAMIC HT  -         603.074 (meters)    1978.59  (feet)  COMP
 DU0433  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 DU0433
 DU0433  VERT ORDER  -  FIRST     CLASS II
 DU0433
 DU0433.The horizontal coordinates were scaled from a topographic map and have
 DU0433.an estimated accuracy of +/- 6 seconds.
 DU0433
 DU0433.The orthometric height was determined by differential leveling
 DU0433.and adjusted in June 1991.
 DU0433
 DU0433.The geoid height was determined by GEOID03.
 DU0433
 DU0433.The dynamic height is computed by dividing the NAVD 88
 DU0433.geopotential number by the normal gravity value computed on the
 DU0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0433.degrees latitude (g = 980.6199 gals.).
 DU0433
 DU0433.The modeled gravity was interpolated from observed gravity values.
 DU0433
 DU0433;                    North         East    Units  Estimated Accuracy
 DU0433;SPC AZ C     -   280,580.      261,120.      MT  (+/- 180 meters Scaled)
 DU0433
 DU0433                          SUPERSEDED SURVEY CONTROL
 DU0433
 DU0433  NGVD 29 (??/??/92)  603.224  (m)         1979.08   (f) ADJ UNCH    1 2
 DU0433
 DU0433.Superseded values are not recommended for survey control.
 DU0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0433.See file dsdata.txt to determine how the superseded data were derived.
 DU0433
 DU0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC626100(NAD 83)
 DU0433_MARKER: DB = BENCH MARK DISK
 DU0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0433_SP_SET: FOUNDATION
 DU0433_STAMPING: 1979.074 R 21 1933
 DU0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0433
 DU0433  HISTORY     - Date     Condition        Report By
 DU0433  HISTORY     - 1933     MONUMENTED       CGS
 DU0433  HISTORY     - 1948     GOOD             NGS
 DU0433  HISTORY     - 1980     GOOD             NGS
 DU0433  HISTORY     - 20070512 GOOD             GEOCAC
 DU0433  HISTORY     - 20081008 GOOD             GEOCAC
 DU0433
 DU0433                          STATION DESCRIPTION
 DU0433
 DU0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0433'1.0 MI W FROM TORTILLA FLAT.
 DU0433'1.0 MILE WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT TORTILLA
 DU0433'FLAT, MARICOPA COUNTY, 1,000 FEET EAST OF MILEPOST 28-32, AT THE
 DU0433'SUMMIT OF A GRADE BETWEEN TORTILLA FLAT AND MORMAN FLAT, 33 FEET NORTH
 DU0433'OF THE CENTERLINE OF THE HIGHWAY, AT A POWERLINE TOWER 147, AND IN THE
 DU0433'TOP OF THE NORTHEAST CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED
 DU0433'1979.074 R 21 1933.
 DU0433
 DU0433                          STATION RECOVERY (1948)
 DU0433
 DU0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DU0433'RECOVERED IN GOOD CONDITION.
 DU0433
 DU0433                          STATION RECOVERY (1980)
 DU0433
 DU0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0433'1.4 KM (0.9 MI) WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0433'TORTILLA FLAT, 0.7 KM (0.45 MI) EAST OF HIGHWAY MILEPOST 212, IN THE
 DU0433'SADDLE OF THE SUMMIT BETWEEN TORTILLA FLAT AND MORMON FLAT, SET IN
 DU0433'TOP OF THE NORTHEAST EDGE OF THE FOUNDATION FOR THE NORTHEAST LEG OF
 DU0433'A POWER LINE TOWER, 14.6 METERS (48.0 FT) NORTH OF THE CENTERLINE OF
 DU0433'THE HIGHWAY.
 DU0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0433
 DU0433                          STATION RECOVERY (2007)
 DU0433
 DU0433'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0433'RECOVERED IN GOOD CONDITION.
 DU0433
 DU0433                          STATION RECOVERY (2008)
 DU0433
 DU0433'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0433'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0433'33 31.768' W 111
 DU0433'24.159'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0487 ***********************************************************************
 ES0487  DESIGNATION -  R 21
 ES0487  PID         -  ES0487
 ES0487  STATE/COUNTY-  AZ/YAVAPAI
 ES0487  USGS QUAD   -  PAGE SPRINGS (1969)
 ES0487
 ES0487                         *CURRENT SURVEY CONTROL
 ES0487  ___________________________________________________________________
 ES0487* NAD 83(1986)-  34 49 39.     (N)    111 52 55.     (W)     SCALED    
 ES0487* NAVD 88     -      1205.970  (meters)    3956.59   (feet)  ADJUSTED  
 ES0487  ___________________________________________________________________
 ES0487  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 ES0487  DYNAMIC HT  -        1204.428 (meters)    3951.53  (feet)  COMP
 ES0487  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 ES0487
 ES0487  VERT ORDER  -  FIRST     CLASS II
 ES0487
 ES0487.The horizontal coordinates were scaled from a topographic map and have
 ES0487.an estimated accuracy of +/- 6 seconds.
 ES0487
 ES0487.The orthometric height was determined by differential leveling
 ES0487.and adjusted in June 1991.
 ES0487
 ES0487.The geoid height was determined by GEOID03.
 ES0487
 ES0487.The dynamic height is computed by dividing the NAVD 88
 ES0487.geopotential number by the normal gravity value computed on the
 ES0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0487.degrees latitude (g = 980.6199 gals.).
 ES0487
 ES0487.The modeled gravity was interpolated from observed gravity values.
 ES0487
 ES0487;                    North         East    Units  Estimated Accuracy
 ES0487;SPC AZ C     -   424,440.      216,540.      MT  (+/- 180 meters Scaled)
 ES0487
 ES0487                          SUPERSEDED SURVEY CONTROL
 ES0487
 ES0487  NGVD 29 (??/??/92) 1205.174  (m)         3953.97   (f) ADJ UNCH    1 2
 ES0487
 ES0487.Superseded values are not recommended for survey control.
 ES0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0487.See file dsdata.txt to determine how the superseded data were derived.
 ES0487
 ES0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD193542(NAD 83)
 ES0487_MARKER: DD = SURVEY DISK
 ES0487_SETTING: 80 = SET IN A BOULDER
 ES0487_SP_SET: BOULDER
 ES0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0487+STABILITY: SURFACE MOTION
 ES0487
 ES0487  HISTORY     - Date     Condition        Report By
 ES0487  HISTORY     - UNK      MONUMENTED       USGS
 ES0487  HISTORY     - 1933     GOOD             NGS
 ES0487
 ES0487                          STATION DESCRIPTION
 ES0487
 ES0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0487'8.8 MI SE FROM SEDONA.
 ES0487'8.8 MILES SOUTHWEST OF, AT SIDE OF HIGHWAY, 30 FEET NORTH OF HIGHWAY
 ES0487'CENTERLINE AT CREEK CROSSING, WEST BANK OF CREEK, 0.6 MILE EAST OF
 ES0487'HIGHWAY MAINTENANCE CAMP, ON TOP OF BOULDER PAINTED WHITE U.S.B.M.
 ES0487'3955.0, 2.0 FEET ABOVE GROUND.  BRONZE TABLET CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0424 ***********************************************************************
 DA0424  DESIGNATION -  R 21 RM
 DA0424  PID         -  DA0424
 DA0424  STATE/COUNTY-  AZ/PIMA
 DA0424  USGS QUAD   -  ARMENTA WELL (1990)
 DA0424
 DA0424                         *CURRENT SURVEY CONTROL
 DA0424  ___________________________________________________________________
 DA0424* NAD 83(1986)-  32 09 17.     (N)    112 52 24.     (W)     SCALED    
 DA0424* NAVD 88     -       456.61   (+/-2cm)    1498.1    (feet)  VERTCON   
 DA0424  ___________________________________________________________________
 DA0424  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DA0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0424
 DA0424.The horizontal coordinates were scaled from a topographic map and have
 DA0424.an estimated accuracy of +/- 6 seconds.
 DA0424
 DA0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0424.The vertical order pertains to the NGVD 29 superseded value.
 DA0424
 DA0424.The geoid height was determined by GEOID03.
 DA0424
 DA0424;                    North         East    Units  Estimated Accuracy
 DA0424;SPC AZ C     -   128,420.      123,120.      MT  (+/- 180 meters Scaled)
 DA0424
 DA0424                          SUPERSEDED SURVEY CONTROL
 DA0424
 DA0424  NGVD 29 (??/??/92)  455.91   (m)         1495.8    (f) COMPUTED    2 0
 DA0424
 DA0424.Superseded values are not recommended for survey control.
 DA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0424.See file dsdata.txt to determine how the superseded data were derived.
 DA0424
 DA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA233591(NAD 83)
 DA0424_MARKER: N = NAIL
 DA0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0424+STABILITY: SURFACE MOTION
 DA0424
 DA0424  HISTORY     - Date     Condition        Report By
 DA0424  HISTORY     - UNK      MONUMENTED       USGS
 DA0424  HISTORY     - 1952     GOOD             NGS
 DA0424
 DA0424                          STATION DESCRIPTION
 DA0424
 DA0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0424'26.85 MI S FROM AJO.
 DA0424'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND
 DA0424'RAILROAD FROM THE STATION AT AJO TO A JUNCTION, THENCE 10.8 MILES
 DA0424'SOUTHEAST ALONG HIGHWAY 86 TO A Y JUNCTION, THENCE 9.15 MILES SOUTH
 DA0424'ALONG THE SONOYTA-AJO HIGHWAY TO AN INTERSECTION, THENCE 6.75 MILES
 DA0424'WEST ALONG TRACK ROAD, AT A INTERSECTION OF TRACK ROADS LEADING
 DA0424'NORTH-SOUTH AND EAST-WEST, 79 FEET EAST OF BM R 21, 63 1/2 FEET EAST
 DA0424'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 31 FEET NORTH OF THE
 DA0424'CETNER LINE OF THE EAST-WEST ROAD, A COPPER NAIL AND WASHER IN THE TOP
 DA0424'OF A 4 BY 4 WOODEN POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0419 ***********************************************************************
 DA0419  DESIGNATION -  R 22
 DA0419  PID         -  DA0419
 DA0419  STATE/COUNTY-  AZ/PIMA
 DA0419  USGS QUAD   -  ARMENTA WELL (1990)
 DA0419
 DA0419                         *CURRENT SURVEY CONTROL
 DA0419  ___________________________________________________________________
 DA0419* NAD 83(1986)-  32 08 57.     (N)    112 49 18.     (W)     SCALED    
 DA0419* NAVD 88     -       500.66   (+/-2cm)    1642.6    (feet)  VERTCON   
 DA0419  ___________________________________________________________________
 DA0419  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DA0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0419
 DA0419.The horizontal coordinates were scaled from a topographic map and have
 DA0419.an estimated accuracy of +/- 6 seconds.
 DA0419
 DA0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0419.The vertical order pertains to the NGVD 29 superseded value.
 DA0419
 DA0419.The geoid height was determined by GEOID03.
 DA0419
 DA0419;                    North         East    Units  Estimated Accuracy
 DA0419;SPC AZ C     -   127,770.      127,990.      MT  (+/- 180 meters Scaled)
 DA0419
 DA0419                          SUPERSEDED SURVEY CONTROL
 DA0419
 DA0419  NGVD 29 (??/??/92)  499.948  (m)         1640.25   (f) ADJ UNCH    2 0
 DA0419
 DA0419.Superseded values are not recommended for survey control.
 DA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0419.See file dsdata.txt to determine how the superseded data were derived.
 DA0419
 DA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA282584(NAD 83)
 DA0419_MARKER: DB = BENCH MARK DISK
 DA0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0419_STAMPING: R 22 1930
 DA0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0419+STABILITY: SURFACE MOTION
 DA0419
 DA0419  HISTORY     - Date     Condition        Report By
 DA0419  HISTORY     - 1930     MONUMENTED       USGS
 DA0419  HISTORY     - 1952     GOOD             NGS
 DA0419
 DA0419                          STATION DESCRIPTION
 DA0419
 DA0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0419'23.6 MI S FROM AJO.
 DA0419'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0419'TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG HIGHWAY 86 TO Y
 DA0419'JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY TO AN
 DA0419'INTERSECTION, THENCE 3.5 MILES WEST ALONG A TRACK ROAD, 20 FEET SOUTH
 DA0419'OF THE CENTERLINE OF THE ROAD, 1.8 FEET NORTH OF THE WITNESS POST, IN
 DA0419'A CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT 1 FOOT HIGHER THAN THE
 DA0419'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0800 ***********************************************************************
 DU0800  DESIGNATION -  R 22
 DU0800  PID         -  DU0800
 DU0800  STATE/COUNTY-  AZ/MARICOPA
 DU0800  USGS QUAD   -  TEMPE (1982)
 DU0800
 DU0800                         *CURRENT SURVEY CONTROL
 DU0800  ___________________________________________________________________
 DU0800* NAD 83(1986)-  33 22 58.     (N)    111 56 37.     (W)     SCALED    
 DU0800* NAVD 88     -       358.35   (+/-2cm)    1175.7    (feet)  VERTCON   
 DU0800  ___________________________________________________________________
 DU0800  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0800
 DU0800.The horizontal coordinates were scaled from a topographic map and have
 DU0800.an estimated accuracy of +/- 6 seconds.
 DU0800
 DU0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0800.The vertical order pertains to the NGVD 29 superseded value.
 DU0800
 DU0800.The geoid height was determined by GEOID03.
 DU0800
 DU0800;                    North         East    Units  Estimated Accuracy
 DU0800;SPC AZ C     -   264,200.      210,850.      MT  (+/- 180 meters Scaled)
 DU0800
 DU0800                          SUPERSEDED SURVEY CONTROL
 DU0800
 DU0800  NGVD 29 (??/??/92)  357.747  (m)         1173.71   (f) ADJ UNCH    2 0
 DU0800
 DU0800.Superseded values are not recommended for survey control.
 DU0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0800.See file dsdata.txt to determine how the superseded data were derived.
 DU0800
 DU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122941(NAD 83)
 DU0800_MARKER: DB = BENCH MARK DISK
 DU0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0800_STAMPING: R 22 1933
 DU0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0800+STABILITY: SURFACE MOTION
 DU0800
 DU0800  HISTORY     - Date     Condition        Report By
 DU0800  HISTORY     - 1933     MONUMENTED       CGS
 DU0800  HISTORY     - 1948     GOOD             NGS
 DU0800  HISTORY     - 1960     GOOD             NGS
 DU0800  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 DU0800  HISTORY     - 20060923 MARK NOT FOUND   GEOCAC
 DU0800  HISTORY     - 20070626 MARK NOT FOUND   GEOCAC
 DU0800
 DU0800                          STATION DESCRIPTION
 DU0800
 DU0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0800'0.4 MI N FROM PETERSON.
 DU0800'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DU0800'PETERSON, 70.0 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 20.0 FEET
 DU0800'EAST OF THE CENTER LINE OF THE RAILROAD, 18.0 FEET NORTH OF THE CENTER
 DU0800'LINE OF A DIRT ROAD LEADING EAST TO A FIELD, ABOUT LEVEL WITH THE
 DU0800'TRACK, 3.1 FEET WEST OF A WHITE WITNESS POST, AND SET IN THE TOP OF A
 DU0800'CONCRETE POST PROJECTING 1.1 FEET ABOVE THE GROUND.
 DU0800
 DU0800                          STATION RECOVERY (1960)
 DU0800
 DU0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0800'RECOVERED IN GOOD CONDITION.
 DU0800
 DU0800                          STATION RECOVERY (2004)
 DU0800
 DU0800'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0800'THE GEODEC MARK HAS BEEN REPLACED WITH A SRP CAP. THE CAP LOOKS THE
 DU0800'SAME AS THE OLD ONE.
 DU0800
 DU0800                          STATION RECOVERY (2006)
 DU0800
 DU0800'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DU0800'THE AREA DESCRIBED HAS BEEN REGRADED.
 DU0800
 DU0800                          STATION RECOVERY (2007)
 DU0800
 DU0800'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0800'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0800'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0357 ***********************************************************************
 DA0357  DESIGNATION -  R 23
 DA0357  PID         -  DA0357
 DA0357  STATE/COUNTY-  AZ/PIMA
 DA0357  USGS QUAD   -  ARMENTA WELL (1990)
 DA0357
 DA0357                         *CURRENT SURVEY CONTROL
 DA0357  ___________________________________________________________________
 DA0357* NAD 83(1986)-  32 08 34.     (N)    112 45 59.     (W)     SCALED    
 DA0357* NAVD 88     -       553.400  (meters)    1815.61   (feet)  ADJUSTED  
 DA0357  ___________________________________________________________________
 DA0357  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DA0357  DYNAMIC HT  -         552.676 (meters)    1813.24  (feet)  COMP
 DA0357  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 DA0357
 DA0357  VERT ORDER  -  FIRST     CLASS II
 DA0357
 DA0357.The horizontal coordinates were scaled from a topographic map and have
 DA0357.an estimated accuracy of +/- 6 seconds.
 DA0357
 DA0357.The orthometric height was determined by differential leveling
 DA0357.and adjusted in June 1991.
 DA0357
 DA0357.The geoid height was determined by GEOID03.
 DA0357
 DA0357.The dynamic height is computed by dividing the NAVD 88
 DA0357.geopotential number by the normal gravity value computed on the
 DA0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0357.degrees latitude (g = 980.6199 gals.).
 DA0357
 DA0357.The modeled gravity was interpolated from observed gravity values.
 DA0357
 DA0357;                    North         East    Units  Estimated Accuracy
 DA0357;SPC AZ C     -   127,010.      133,200.      MT  (+/- 180 meters Scaled)
 DA0357
 DA0357                          SUPERSEDED SURVEY CONTROL
 DA0357
 DA0357  NGVD 29 (??/??/92)  552.670  (m)         1813.22   (f) ADJ UNCH    1 2
 DA0357
 DA0357.Superseded values are not recommended for survey control.
 DA0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0357.See file dsdata.txt to determine how the superseded data were derived.
 DA0357
 DA0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA334576(NAD 83)
 DA0357_MARKER: DD = SURVEY DISK
 DA0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0357_STAMPING: R 23 1930
 DA0357_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0357+STABILITY: SURFACE MOTION
 DA0357
 DA0357  HISTORY     - Date     Condition        Report By
 DA0357  HISTORY     - 1930     MONUMENTED       USGS
 DA0357  HISTORY     - 1953     GOOD             NGS
 DA0357  HISTORY     - 1981     GOOD             NGS
 DA0357  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0357
 DA0357                          STATION DESCRIPTION
 DA0357
 DA0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0357'19.9 MI SE FROM AJO.
 DA0357'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0357'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0357'HIGHWAY 86, THENCE 9.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, AT
 DA0357'THE INTERSECTION OF A TRACK ROAD (EAST-WEST), 45 FEET WEST OF THE
 DA0357'CENTER LINE OF THE HIGHWAY, 26 1/2 FEET NORTH OF THE CENTER LINE OF
 DA0357'THE ROAD, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 DA0357'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0357'ABOVE THE GROUND.
 DA0357
 DA0357                          STATION RECOVERY (1981)
 DA0357
 DA0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0357'14.25 KM (8.85 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA0357'OF STATE HIGHWAY 86 IN WHY, 0.4 KM (0.25 MI) NORTHEAST OF HIGHWAY
 DA0357'MILEPOST 62, AT THE JUNCTION OF A DIRT ROAD RUNNING SOUTHEAST-
 DA0357'NORTHWEST, 13.7 M (45.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA0357'HIGHWAY, 7.1 M (26.5 FT) NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD.
 DA0357'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0357'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0357
 DA0357                          STATION RECOVERY (1999)
 DA0357
 DA0357'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0237 ***********************************************************************
 DV0237  DESIGNATION -  R 23
 DV0237  PID         -  DV0237
 DV0237  STATE/COUNTY-  AZ/MARICOPA
 DV0237  USGS QUAD   -  GLENDALE (1982)
 DV0237
 DV0237                         *CURRENT SURVEY CONTROL
 DV0237  ___________________________________________________________________
 DV0237* NAD 83(1986)-  33 33 16.     (N)    112 12 19.     (W)     SCALED    
 DV0237* NAVD 88     -       349.65   (+/-2cm)    1147.1    (feet)  VERTCON   
 DV0237  ___________________________________________________________________
 DV0237  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0237
 DV0237.The horizontal coordinates were scaled from a topographic map and have
 DV0237.an estimated accuracy of +/- 6 seconds.
 DV0237
 DV0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0237.The vertical order pertains to the NGVD 29 superseded value.
 DV0237
 DV0237.The geoid height was determined by GEOID03.
 DV0237
 DV0237;                    North         East    Units  Estimated Accuracy
 DV0237;SPC AZ C     -   283,280.      186,560.      MT  (+/- 180 meters Scaled)
 DV0237
 DV0237                          SUPERSEDED SURVEY CONTROL
 DV0237
 DV0237  NGVD 29 (??/??/92)  349.09   (m)         1145.3    (f) COMPUTED    2 0
 DV0237
 DV0237.Superseded values are not recommended for survey control.
 DV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0237.See file dsdata.txt to determine how the superseded data were derived.
 DV0237
 DV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881134(NAD 83)
 DV0237_MARKER: DB = BENCH MARK DISK
 DV0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0237_SP_SET: CONCRETE
 DV0237_STAMPING: R 23 1933
 DV0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0237+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DV0237
 DV0237  HISTORY     - Date     Condition        Report By
 DV0237  HISTORY     - 1933     MONUMENTED       CGS
 DV0237  HISTORY     - 1939     GOOD             NGS
 DV0237  HISTORY     - 1975     GOOD             DOD
 DV0237  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0237  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0237  HISTORY     - 20070814 GOOD             GEOCAC
 DV0237
 DV0237                          STATION DESCRIPTION
 DV0237
 DV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0237'1.5 MI NW FROM GLENDALE.
 DV0237'ON A. T. AND S. F. RIGHT OF WAY, 0.3 MILES SOUTHEAST OF MILEPOST 182,
 DV0237'ON TOP OF EASTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-183.
 DV0237
 DV0237                          STATION RECOVERY (1939)
 DV0237
 DV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0237'RECOVERED IN GOOD CONDITION.
 DV0237
 DV0237                          STATION RECOVERY (1975)
 DV0237
 DV0237'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DV0237'RECOVERED IN GOOD CONDITION.
 DV0237
 DV0237                          STATION RECOVERY (2006)
 DV0237
 DV0237'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0237'MARK NOT FOUND.
 DV0237
 DV0237                          STATION RECOVERY (2007)
 DV0237
 DV0237'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0237'THERE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DV0237'DESTROYED.
 DV0237
 DV0237                          STATION RECOVERY (2007)
 DV0237
 DV0237'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0237'THE CULVERT IS OBSCURED BY VEGETATION, BUT IS STILL PRESENT.
 DV0237'MARK RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0491 ***********************************************************************
 ES0491  DESIGNATION -  R 23
 ES0491  PID         -  ES0491
 ES0491  STATE/COUNTY-  AZ/YAVAPAI
 ES0491  USGS QUAD   -  SEDONA (1969)
 ES0491
 ES0491                         *CURRENT SURVEY CONTROL
 ES0491  ___________________________________________________________________
 ES0491* NAD 83(1986)-  34 51 21.     (N)    111 49 26.     (W)     SCALED    
 ES0491* NAVD 88     -      1363.738  (meters)    4474.20   (feet)  ADJUSTED  
 ES0491  ___________________________________________________________________
 ES0491  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 ES0491  DYNAMIC HT  -        1361.979 (meters)    4468.43  (feet)  COMP
 ES0491  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 ES0491
 ES0491  VERT ORDER  -  FIRST     CLASS II
 ES0491
 ES0491.The horizontal coordinates were scaled from a topographic map and have
 ES0491.an estimated accuracy of +/- 6 seconds.
 ES0491
 ES0491.The orthometric height was determined by differential leveling
 ES0491.and adjusted in June 1991.
 ES0491
 ES0491.The geoid height was determined by GEOID03.
 ES0491
 ES0491.The dynamic height is computed by dividing the NAVD 88
 ES0491.geopotential number by the normal gravity value computed on the
 ES0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0491.degrees latitude (g = 980.6199 gals.).
 ES0491
 ES0491.The modeled gravity was interpolated from observed gravity values.
 ES0491
 ES0491;                    North         East    Units  Estimated Accuracy
 ES0491;SPC AZ C     -   427,590.      221,840.      MT  (+/- 180 meters Scaled)
 ES0491
 ES0491                          SUPERSEDED SURVEY CONTROL
 ES0491
 ES0491  NGVD 29 (??/??/92) 1362.928  (m)         4471.54   (f) ADJ UNCH    1 2
 ES0491
 ES0491.Superseded values are not recommended for survey control.
 ES0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0491.See file dsdata.txt to determine how the superseded data were derived.
 ES0491
 ES0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD246573(NAD 83)
 ES0491_MARKER: DD = SURVEY DISK
 ES0491_SETTING: 80 = SET IN A BOULDER
 ES0491_SP_SET: BOULDER
 ES0491_MARK LOGO: USGS  
 ES0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0491+STABILITY: SURFACE MOTION
 ES0491
 ES0491  HISTORY     - Date     Condition        Report By
 ES0491  HISTORY     - UNK      MONUMENTED       USGS
 ES0491  HISTORY     - 1933     GOOD             NGS
 ES0491  HISTORY     - 1978     GOOD             NGS
 ES0491  HISTORY     - 1982     GOOD             NGS
 ES0491  HISTORY     - 19950713 GOOD             USPSQD
 ES0491
 ES0491                          STATION DESCRIPTION
 ES0491
 ES0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0491'3.8 MI SW FROM SEDONA.
 ES0491'AT SIDE OF HIGHWAY, ON EAST SLOPE OF ROCKY KNOLL, 350 FEET SOUTHWEST
 ES0491'OF HIGHWAY CULVERT OVER SHALLOW WASH, 200 FEET WEST OF HIGHWAY
 ES0491'CENTER-LINE, ON TOP OF LARGE BOULDER PAINTED U.S.B.M. 4470.6.
 ES0491
 ES0491                          STATION RECOVERY (1978)
 ES0491
 ES0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 ES0491'RECOVERED IN GOOD CONDITION.
 ES0491
 ES0491                          STATION RECOVERY (1982)
 ES0491
 ES0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0491'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0491'5.8 KM (3.6 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0491'OFFICE IN SEDONA, IN TOP OF A 6 BY 12 FOOT PORTION OF SANDSTONE
 ES0491'OUTCROP PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND AND ON THE
 ES0491'EAST SLOPE OF A RIDGE, 0.2 KM (0.1 MI) WEST ACROSS COUNTRY FROM THE T
 ES0491'JUNCTION OF FOOTHILLS DRIVE, 91.4 METERS (300 FT) NORTHWEST OF THE
 ES0491'HIGHWAY CENTERLINE, 82.3 METERS (270 FT) NORTHWEST OF THE NORTHWEST
 ES0491'END OF A 18-INCH CORRUGATED METAL PIPE CULVERT, 2.1 METERS (7 FT)
 ES0491'SOUTH OF A CAIRN.
 ES0491'THE MARK IS 7 M ABOVE THE HIGHWAY.
 ES0491
 ES0491                          STATION RECOVERY (1995)
 ES0491
 ES0491'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0348 ***********************************************************************
 DA0348  DESIGNATION -  R 24
 DA0348  PID         -  DA0348
 DA0348  STATE/COUNTY-  AZ/PIMA
 DA0348  USGS QUAD   -  ARMENTA WELL (1990)
 DA0348
 DA0348                         *CURRENT SURVEY CONTROL
 DA0348  ___________________________________________________________________
 DA0348* NAD 83(1986)-  32 11 13.     (N)    112 45 40.     (W)     SCALED    
 DA0348* NAVD 88     -       550.289  (meters)    1805.41   (feet)  ADJUSTED  
 DA0348  ___________________________________________________________________
 DA0348  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DA0348  DYNAMIC HT  -         549.574 (meters)    1803.06  (feet)  COMP
 DA0348  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 DA0348
 DA0348  VERT ORDER  -  FIRST     CLASS II
 DA0348
 DA0348.The horizontal coordinates were scaled from a topographic map and have
 DA0348.an estimated accuracy of +/- 6 seconds.
 DA0348
 DA0348.The orthometric height was determined by differential leveling
 DA0348.and adjusted in June 1991.
 DA0348
 DA0348.The geoid height was determined by GEOID03.
 DA0348
 DA0348.The dynamic height is computed by dividing the NAVD 88
 DA0348.geopotential number by the normal gravity value computed on the
 DA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0348.degrees latitude (g = 980.6199 gals.).
 DA0348
 DA0348.The modeled gravity was interpolated from observed gravity values.
 DA0348
 DA0348;                    North         East    Units  Estimated Accuracy
 DA0348;SPC AZ C     -   131,910.      133,740.      MT  (+/- 180 meters Scaled)
 DA0348
 DA0348                          SUPERSEDED SURVEY CONTROL
 DA0348
 DA0348  NGVD 29 (??/??/92)  549.567  (m)         1803.04   (f) ADJ UNCH    1 2
 DA0348
 DA0348.Superseded values are not recommended for survey control.
 DA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0348.See file dsdata.txt to determine how the superseded data were derived.
 DA0348
 DA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA339625(NAD 83)
 DA0348_MARKER: DD = SURVEY DISK
 DA0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0348_STAMPING: R 24 1930
 DA0348_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0348+STABILITY: SURFACE MOTION
 DA0348
 DA0348  HISTORY     - Date     Condition        Report By
 DA0348  HISTORY     - 1930     MONUMENTED       USGS
 DA0348  HISTORY     - 1953     GOOD             NGS
 DA0348  HISTORY     - 1981     GOOD             NGS
 DA0348  HISTORY     - 1988     GOOD             USPSQD
 DA0348  HISTORY     - 19970305 GOOD             USPSQD
 DA0348  HISTORY     - 19990120 GOOD             USPSQD
 DA0348
 DA0348                          STATION DESCRIPTION
 DA0348
 DA0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0348'16.75 MI SE FROM AJO.
 DA0348'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0348'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0348'HIGHWAY 86, THENCE 5.85 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.9
 DA0348'MILE SOUTH OF AN ENTRANCE TO THE ORGAN PIPE CACTUS NATIONAL MONUMENT,
 DA0348'AT THE T JUNCTION OF A DIM TRACK ROAD LEADING WEST, 36.8 FEET WEST OF
 DA0348'THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF
 DA0348'THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 DA0348'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0348'FOOT ABOVE THE GROUND.
 DA0348
 DA0348                          STATION RECOVERY (1981)
 DA0348
 DA0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0348'9.3 KM (5.8 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0348'STATE HIGHWAY 86 IN WHY, 0.5 KM (0.3 MI) NORTHEAST OF HIGHWAY MILEPOST
 DA0348'59, 1.5 KM (0.95 MI) SOUTHWEST OF THE ENTRANCE OF THE ORGAN PIPE
 DA0348'NATIONAL MONUMENT, 11.3 M (36.8 FT) NORTHWEST OF THE CENTERLINE OF
 DA0348'THE HIGHWAY.
 DA0348'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA0348'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
 DA0348
 DA0348                          STATION RECOVERY (1988)
 DA0348
 DA0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0348'RECOVERED IN GOOD CONDITION.
 DA0348
 DA0348                          STATION RECOVERY (1997)
 DA0348
 DA0348'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0348'RECOVERED IN GOOD CONDITION.
 DA0348
 DA0348                          STATION RECOVERY (1999)
 DA0348
 DA0348'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0956 ***********************************************************************
 DV0956  DESIGNATION -  R 24
 DV0956  PID         -  DV0956
 DV0956  STATE/COUNTY-  AZ/YAVAPAI
 DV0956  USGS QUAD   -  VULTURE PEAK (1990)
 DV0956
 DV0956                         *CURRENT SURVEY CONTROL
 DV0956  ___________________________________________________________________
 DV0956* NAD 83(1986)-  33 59 20.     (N)    112 48 06.     (W)     SCALED    
 DV0956* NAVD 88     -       692.463  (meters)    2271.86   (feet)  POSTED    
 DV0956  ___________________________________________________________________
 DV0956  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DV0956  DYNAMIC HT  -         691.620 (meters)    2269.09  (feet)  COMP
 DV0956  MODELED GRAV-     979,391.1   (mgal)                       NAVD 88
 DV0956
 DV0956  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0956
 DV0956.The horizontal coordinates were scaled from a topographic map and have
 DV0956.an estimated accuracy of +/- 6 seconds.
 DV0956
 DV0956.The orthometric height was determined by differential leveling
 DV0956.and adjusted in November 2005.
 DV0956.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0956.was located on a no-check spur therefore a value was not computed.
 DV0956.No vertical observational check was made to the station.
 DV0956
 DV0956.The geoid height was determined by GEOID03.
 DV0956
 DV0956.The dynamic height is computed by dividing the NAVD 88
 DV0956.geopotential number by the normal gravity value computed on the
 DV0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0956.degrees latitude (g = 980.6199 gals.).
 DV0956
 DV0956.The modeled gravity was interpolated from observed gravity values.
 DV0956
 DV0956;                    North         East    Units  Estimated Accuracy
 DV0956;SPC AZ C     -   331,780.      131,600.      MT  (+/- 180 meters Scaled)
 DV0956
 DV0956                          SUPERSEDED SURVEY CONTROL
 DV0956
 DV0956  NGVD 29 (??/??/92)  691.875  (m)         2269.93   (f) ADJ UNCH    2 0
 DV0956
 DV0956.Superseded values are not recommended for survey control.
 DV0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0956.See file dsdata.txt to determine how the superseded data were derived.
 DV0956
 DV0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC335623(NAD 83)
 DV0956_MARKER: DB = BENCH MARK DISK
 DV0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0956_SP_SET: CULVERT
 DV0956_STAMPING: R 24 1933
 DV0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0956
 DV0956  HISTORY     - Date     Condition        Report By
 DV0956  HISTORY     - 1933     MONUMENTED       CGS
 DV0956  HISTORY     - 1939     GOOD             NGS
 DV0956
 DV0956                          STATION DESCRIPTION
 DV0956
 DV0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0956'0.6 MI SE FROM MATTHIE JUNCTION.
 DV0956'0.6 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0956'FROM MATTHIE JUNCTION, YAVAPAI COUNTY, 0.6 MILE NORTHWEST OF MILEPOST
 DV0956'136, AT CULVERT C 136, AND IN THE TOP OF THE NORTHEAST CONCRETE
 DV0956'HEADWALL.  A STANDARD DISK, STAMPED R 24 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0342 ***********************************************************************
 DA0342  DESIGNATION -  R 25
 DA0342  PID         -  DA0342
 DA0342  STATE/COUNTY-  AZ/PIMA
 DA0342  USGS QUAD   -  ARMENTA WELL (1990)
 DA0342
 DA0342                         *CURRENT SURVEY CONTROL
 DA0342  ___________________________________________________________________
 DA0342* NAD 83(1986)-  32 13 42.     (N)    112 45 15.     (W)     SCALED    
 DA0342* NAVD 88     -       542.049  (meters)    1778.37   (feet)  ADJUSTED  
 DA0342  ___________________________________________________________________
 DA0342  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DA0342  DYNAMIC HT  -         541.348 (meters)    1776.07  (feet)  COMP
 DA0342  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 DA0342
 DA0342  VERT ORDER  -  FIRST     CLASS II
 DA0342
 DA0342.The horizontal coordinates were scaled from a topographic map and have
 DA0342.an estimated accuracy of +/- 6 seconds.
 DA0342
 DA0342.The orthometric height was determined by differential leveling
 DA0342.and adjusted in June 1991.
 DA0342
 DA0342.The geoid height was determined by GEOID03.
 DA0342
 DA0342.The dynamic height is computed by dividing the NAVD 88
 DA0342.geopotential number by the normal gravity value computed on the
 DA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0342.degrees latitude (g = 980.6199 gals.).
 DA0342
 DA0342.The modeled gravity was interpolated from observed gravity values.
 DA0342
 DA0342;                    North         East    Units  Estimated Accuracy
 DA0342;SPC AZ C     -   136,490.      134,430.      MT  (+/- 180 meters Scaled)
 DA0342
 DA0342                          SUPERSEDED SURVEY CONTROL
 DA0342
 DA0342  NGVD 29 (??/??/92)  541.325  (m)         1776.00   (f) ADJ UNCH    1 2
 DA0342
 DA0342.Superseded values are not recommended for survey control.
 DA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0342.See file dsdata.txt to determine how the superseded data were derived.
 DA0342
 DA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA347670(NAD 83)
 DA0342_MARKER: DD = SURVEY DISK
 DA0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0342_STAMPING: R 25 1930
 DA0342_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0342+STABILITY: SURFACE MOTION
 DA0342
 DA0342  HISTORY     - Date     Condition        Report By
 DA0342  HISTORY     - 1930     MONUMENTED       USGS
 DA0342  HISTORY     - 1953     GOOD             NGS
 DA0342  HISTORY     - 1981     GOOD             NGS
 DA0342  HISTORY     - 1988     GOOD             USPSQD
 DA0342  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 DA0342  HISTORY     - 19990120 GOOD             USPSQD
 DA0342
 DA0342                          STATION DESCRIPTION
 DA0342
 DA0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0342'13.7 MI SE FROM AJO.
 DA0342'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0342'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0342'HIGHWAY 86, THENCE 2.8 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.8
 DA0342'MILE SOUTH OF A LARGE CONCRETE BRIDGE, 0.2 MILE NORTH OF THE SOUTHWEST
 DA0342'END OF A RIDGE AT THE EDGE OF THE HIGHWAY AND COVERED WITH BLACK ROCK,
 DA0342'28.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH OF A
 DA0342'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DA0342'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DA0342
 DA0342                          STATION RECOVERY (1981)
 DA0342
 DA0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0342'4.6 KM (2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0342'STATE HIGHWAY 86 IN WHY, 0.3 KM (0.2 MI) NORTHEAST OF HIGHWAY MILEPOST
 DA0342'56, 8.7 M (28.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DA0342'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0342'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0342
 DA0342                          STATION RECOVERY (1988)
 DA0342
 DA0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0342'RECOVERED IN GOOD CONDITION.
 DA0342
 DA0342                          STATION RECOVERY (1997)
 DA0342
 DA0342'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0342'MARK NOT FOUND.
 DA0342
 DA0342                          STATION RECOVERY (1999)
 DA0342
 DA0342'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0373 ***********************************************************************
 ET0373  DESIGNATION -  R 25
 ET0373  PID         -  ET0373
 ET0373  STATE/COUNTY-  AZ/YAVAPAI
 ET0373  USGS QUAD   -  FLORES (1969)
 ET0373
 ET0373                         *CURRENT SURVEY CONTROL
 ET0373  ___________________________________________________________________
 ET0373* NAD 83(1986)-  34 01 19.     (N)    112 48 55.     (W)     SCALED    
 ET0373* NAVD 88     -       739.197  (meters)    2425.18   (feet)  POSTED    
 ET0373  ___________________________________________________________________
 ET0373  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ET0373  DYNAMIC HT  -         738.290 (meters)    2422.21  (feet)  COMP
 ET0373  MODELED GRAV-     979,390.2   (mgal)                       NAVD 88
 ET0373
 ET0373  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0373
 ET0373.The horizontal coordinates were scaled from a topographic map and have
 ET0373.an estimated accuracy of +/- 6 seconds.
 ET0373
 ET0373.The orthometric height was determined by differential leveling
 ET0373.and adjusted in November 2005.
 ET0373.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0373.rate of 1.1 thru 2.0 mm/km.
 ET0373
 ET0373.The geoid height was determined by GEOID03.
 ET0373
 ET0373.The dynamic height is computed by dividing the NAVD 88
 ET0373.geopotential number by the normal gravity value computed on the
 ET0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0373.degrees latitude (g = 980.6199 gals.).
 ET0373
 ET0373.The modeled gravity was interpolated from observed gravity values.
 ET0373
 ET0373;                    North         East    Units  Estimated Accuracy
 ET0373;SPC AZ C     -   335,450.      130,370.      MT  (+/- 180 meters Scaled)
 ET0373
 ET0373                          SUPERSEDED SURVEY CONTROL
 ET0373
 ET0373  NGVD 29 (??/??/92)  738.599  (m)         2423.22   (f) ADJ UNCH    2 0
 ET0373
 ET0373.Superseded values are not recommended for survey control.
 ET0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0373.See file dsdata.txt to determine how the superseded data were derived.
 ET0373
 ET0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC323660(NAD 83)
 ET0373_MARKER: DB = BENCH MARK DISK
 ET0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0373_STAMPING: R 25 1933
 ET0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0373+STABILITY: SURFACE MOTION
 ET0373
 ET0373  HISTORY     - Date     Condition        Report By
 ET0373  HISTORY     - 1933     MONUMENTED       CGS
 ET0373  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 ET0373
 ET0373                          STATION DESCRIPTION
 ET0373
 ET0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0373'2.1 MI N FROM MATTHIE.
 ET0373'CONCRETE POST, ON A.T. AND S.F. RIGHT OF WAY, 3.3 MILES SOUTH OF
 ET0373'FLORES SIDING, 75 FEET NORTHEAST OF MILEPOST 133, 30 FEET EAST OF
 ET0373'RAILROAD CENTER-LINE.
 ET0373
 ET0373                          STATION RECOVERY (2007)
 ET0373
 ET0373'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0500 ***********************************************************************
 ES0500  DESIGNATION -  R 25
 ES0500  PID         -  ES0500
 ES0500  STATE/COUNTY-  AZ/COCONINO
 ES0500  USGS QUAD   -  MUNDS PARK (1974)
 ES0500
 ES0500                         *CURRENT SURVEY CONTROL
 ES0500  ___________________________________________________________________
 ES0500* NAD 83(1986)-  34 53 06.     (N)    111 44 42.     (W)     SCALED    
 ES0500* NAVD 88     -      1370.074  (meters)    4494.98   (feet)  ADJUSTED  
 ES0500  ___________________________________________________________________
 ES0500  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ES0500  DYNAMIC HT  -        1368.298 (meters)    4489.16  (feet)  COMP
 ES0500  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 ES0500
 ES0500  VERT ORDER  -  FIRST     CLASS II
 ES0500
 ES0500.The horizontal coordinates were scaled from a topographic map and have
 ES0500.an estimated accuracy of +/- 6 seconds.
 ES0500
 ES0500.The orthometric height was determined by differential leveling
 ES0500.and adjusted in June 1991.
 ES0500
 ES0500.The geoid height was determined by GEOID03.
 ES0500
 ES0500.The dynamic height is computed by dividing the NAVD 88
 ES0500.geopotential number by the normal gravity value computed on the
 ES0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0500.degrees latitude (g = 980.6199 gals.).
 ES0500
 ES0500.The modeled gravity was interpolated from observed gravity values.
 ES0500
 ES0500;                    North         East    Units  Estimated Accuracy
 ES0500;SPC AZ C     -   430,830.      229,050.      MT  (+/- 180 meters Scaled)
 ES0500
 ES0500                          SUPERSEDED SURVEY CONTROL
 ES0500
 ES0500  NGVD 29 (??/??/92) 1369.248  (m)         4492.27   (f) ADJ UNCH    1 2
 ES0500
 ES0500.Superseded values are not recommended for survey control.
 ES0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0500.See file dsdata.txt to determine how the superseded data were derived.
 ES0500
 ES0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD319605(NAD 83)
 ES0500_MARKER: DD = SURVEY DISK
 ES0500_SETTING: 66 = SET IN ROCK OUTCROP
 ES0500_SP_SET: SANDSTONE LEDGE
 ES0500_MARK LOGO: USGS  
 ES0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0500+STABILITY: POSITION/ELEVATION WELL
 ES0500
 ES0500  HISTORY     - Date     Condition        Report By
 ES0500  HISTORY     - UNK      MONUMENTED       USGS
 ES0500  HISTORY     - 1933     GOOD             NGS
 ES0500  HISTORY     - 1982     GOOD             NGS
 ES0500  HISTORY     - 19950713 GOOD             USPSQD
 ES0500
 ES0500                          STATION DESCRIPTION
 ES0500
 ES0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0500'1.9 MI N FROM SEDONA.
 ES0500'AT SIDE OF HIGHWAY, ON NORTH SIDE OF RAVINE, 30 FEET NORTHWEST OF
 ES0500'HIGHWAY CENTER-LINE ON TOP OF LEDGE OF SANDSTONE PAINTED U.S.B.M.
 ES0500'4491.5.
 ES0500
 ES0500                          STATION RECOVERY (1982)
 ES0500
 ES0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0500'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0500'2.9 KM (1.8 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0500'OFFICE IN SEDONA, IN TOP OF A MASSIVE SANDSTONE LEDGE ON THE NORTH
 ES0500'BANK OF A WASH, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 376 AND WEST OF
 ES0500'AND ACROSS THE HIGHWAY FROM THE NORTH END OF A STEEL GUARD RAIL AND
 ES0500'BLADED AREA, 15.5 METERS (51.0 FT) WEST OF THE HIGHWAY CENTERLINE,
 ES0500'45.7 METERS (150.0 FT) NORTH OF A TRACK ROAD LEADING NORTH, 6.0 METERS
 ES0500'(20.0 FT) WEST OF THE BASE OF A HIGHWAY FILL.
 ES0500'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0500'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 ES0500
 ES0500                          STATION RECOVERY (1995)
 ES0500
 ES0500'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0662 ***********************************************************************
 FS0662  DESIGNATION -  R 253
 FS0662  PID         -  FS0662
 FS0662  STATE/COUNTY-  AZ/MOHAVE
 FS0662  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0662
 FS0662                         *CURRENT SURVEY CONTROL
 FS0662  ___________________________________________________________________
 FS0662* NAD 83(1986)-  35 28 34.     (N)    114 36 46.     (W)     SCALED    
 FS0662* NAVD 88     -       302.207  (meters)     991.49   (feet)  POSTED    
 FS0662  ___________________________________________________________________
 FS0662  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FS0662  DYNAMIC HT  -         301.900 (meters)     990.48  (feet)  COMP
 FS0662  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 FS0662
 FS0662  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0662
 FS0662.The horizontal coordinates were scaled from a topographic map and have
 FS0662.an estimated accuracy of +/- 6 seconds.
 FS0662
 FS0662.The orthometric height was determined by differential leveling
 FS0662.and adjusted by the  in 1992.
 FS0662.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0662.rate of 1.1 thru 2.0 mm/km.
 FS0662
 FS0662.The geoid height was determined by GEOID03.
 FS0662
 FS0662.The dynamic height is computed by dividing the NAVD 88
 FS0662.geopotential number by the normal gravity value computed on the
 FS0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0662.degrees latitude (g = 980.6199 gals.).
 FS0662
 FS0662.The modeled gravity was interpolated from observed gravity values.
 FS0662
 FS0662;                    North         East    Units  Estimated Accuracy
 FS0662;SPC AZ W     -   496,750.      135,060.      MT  (+/- 180 meters Scaled)
 FS0662
 FS0662                          SUPERSEDED SURVEY CONTROL
 FS0662
 FS0662  NGVD 29 (??/??/92)  301.499  (m)          989.17   (f) ADJ UNCH    1 2
 FS0662
 FS0662.Superseded values are not recommended for survey control.
 FS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0662.See file dsdata.txt to determine how the superseded data were derived.
 FS0662
 FS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV165284(NAD 83)
 FS0662_MARKER: DB = BENCH MARK DISK
 FS0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0662_STAMPING: R 253 1940
 FS0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0662+STABILITY: SURFACE MOTION
 FS0662
 FS0662  HISTORY     - Date     Condition        Report By
 FS0662  HISTORY     - 1940     MONUMENTED       CGS
 FS0662  HISTORY     - 1950     GOOD             NGS
 FS0662
 FS0662                          STATION DESCRIPTION
 FS0662
 FS0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0662'25.1 MI W FROM GRASSHOPPER JUNCTION.
 FS0662'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0662'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.7 MILES WEST
 FS0662'ALONG A DIRT ROAD LEADING WEST TO THE OLD AERIAL FERRY LANDING,
 FS0662'0.1 MILE NORTHEAST OF THE NORTHEAST END OF A PROMINENT GRAVEL
 FS0662'RIDGE ABOUT 250 YARDS LONG, 25 FEET NORTHWEST OF THE CENTER LINE
 FS0662'OF THE ROAD, 1.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 FS0662'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0662'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0474 ***********************************************************************
 FS0474  DESIGNATION -  R 254
 FS0474  PID         -  FS0474
 FS0474  STATE/COUNTY-  AZ/MOHAVE
 FS0474  USGS QUAD   -  MT TIPTON NW (1980)
 FS0474
 FS0474                         *CURRENT SURVEY CONTROL
 FS0474  ___________________________________________________________________
 FS0474* NAD 83(1986)-  35 38 18.     (N)    114 14 35.     (W)     SCALED    
 FS0474* NAVD 88     -      1091.861  (meters)    3582.21   (feet)  POSTED    
 FS0474  ___________________________________________________________________
 FS0474  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FS0474  DYNAMIC HT  -        1090.610 (meters)    3578.11  (feet)  COMP
 FS0474  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 FS0474
 FS0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0474
 FS0474.The horizontal coordinates were scaled from a topographic map and have
 FS0474.an estimated accuracy of +/- 6 seconds.
 FS0474
 FS0474.The orthometric height was determined by differential leveling
 FS0474.and adjusted by the  in 1992.
 FS0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0474.rate of 0.0 thru 1.0 mm/km.
 FS0474
 FS0474.The geoid height was determined by GEOID03.
 FS0474
 FS0474.The dynamic height is computed by dividing the NAVD 88
 FS0474.geopotential number by the normal gravity value computed on the
 FS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0474.degrees latitude (g = 980.6199 gals.).
 FS0474
 FS0474.The modeled gravity was interpolated from observed gravity values.
 FS0474
 FS0474;                    North         East    Units  Estimated Accuracy
 FS0474;SPC AZ W     -   514,520.      168,710.      MT  (+/- 180 meters Scaled)
 FS0474
 FS0474                          SUPERSEDED SURVEY CONTROL
 FS0474
 FS0474  NGVD 29 (??/??/92) 1091.071  (m)         3579.62   (f) ADJ UNCH    1 1
 FS0474
 FS0474.Superseded values are not recommended for survey control.
 FS0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0474.See file dsdata.txt to determine how the superseded data were derived.
 FS0474
 FS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV496473(NAD 83)
 FS0474_MARKER: DB = BENCH MARK DISK
 FS0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0474_STAMPING: R 254 1941
 FS0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0474+STABILITY: SURFACE MOTION
 FS0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0474+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2005
 FS0474
 FS0474  HISTORY     - Date     Condition        Report By
 FS0474  HISTORY     - 1941     MONUMENTED       CGS
 FS0474  HISTORY     - 1950     GOOD             NGS
 FS0474  HISTORY     - 1978     GOOD             LOCSUR
 FS0474  HISTORY     - 20050424 GOOD             INDIV
 FS0474
 FS0474                          STATION DESCRIPTION
 FS0474
 FS0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0474'21.1 MI N FROM GRASSHOPPER JUNCTION.
 FS0474'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0474'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 10.1 MILES
 FS0474'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.5 MILE
 FS0474'NORTH OF THE JUNCTION OF A TRACK ROAD LEADING NORTHWEST, ON THE
 FS0474'NORTH SLOPE NEAR THE WEST END OF A GRADUALLY SLOPING RIDGE, 63
 FS0474'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET WEST OF A
 FS0474'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE
 FS0474'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0474
 FS0474                          STATION RECOVERY (1978)
 FS0474
 FS0474'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FS0474'RECOVERED IN GOOD CONDITION.
 FS0474
 FS0474                          STATION RECOVERY (2005)
 FS0474
 FS0474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 FS0474'WAAS GPS POSITION AVERAGED FOR 4 MINUTES IS  35 38 17.56 +/- 0.1 SEC N
 FS0474'114 14 35.16 +/- 0.1 SEC W
 FS0474' 
 FS0474'SUPPLEMENTAL DESCRIPTION -  PIERCE FERRY RD, A PAVED TWO LANE ROAD, IS
 FS0474'29.2 MILES NW ALONG US93 FROM THE INTERSECTION OF US93 AND I40.  MARK
 FS0474'IS 10.1 MILES NE ALONG PIERCE FERRY RD.  A METAL POLE LABELED 'SURVEY
 FS0474'MARKER', THE WITNESS POST, AND THE MARK ARE VISIBLE  FROM THE ROAD
 FS0474'SIDE ON THE RIGHT WHILE DRIVING IN FROM US93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0555 ***********************************************************************
 ET0555  DESIGNATION -  R 255
 ET0555  PID         -  ET0555
 ET0555  STATE/COUNTY-  AZ/YAVAPAI
 ET0555  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0555
 ET0555                         *CURRENT SURVEY CONTROL
 ET0555  ___________________________________________________________________
 ET0555* NAD 83(1986)-  34 52 55.     (N)    112 35 48.     (W)     SCALED    
 ET0555* NAVD 88     -      1355.047  (meters)    4445.68   (feet)  POSTED    
 ET0555  ___________________________________________________________________
 ET0555  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 ET0555  DYNAMIC HT  -        1353.280 (meters)    4439.89  (feet)  COMP
 ET0555  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 ET0555
 ET0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0555
 ET0555.The horizontal coordinates were scaled from a topographic map and have
 ET0555.an estimated accuracy of +/- 6 seconds.
 ET0555
 ET0555.The orthometric height was determined by differential leveling
 ET0555.and adjusted in November 2005.
 ET0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0555.rate of 0.0 thru 1.0 mm/km.
 ET0555
 ET0555.The geoid height was determined by GEOID03.
 ET0555
 ET0555.The dynamic height is computed by dividing the NAVD 88
 ET0555.geopotential number by the normal gravity value computed on the
 ET0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0555.degrees latitude (g = 980.6199 gals.).
 ET0555
 ET0555.The modeled gravity was interpolated from observed gravity values.
 ET0555
 ET0555;                    North         East    Units  Estimated Accuracy
 ET0555;SPC AZ C     -   430,690.      151,200.      MT  (+/- 180 meters Scaled)
 ET0555
 ET0555                          SUPERSEDED SURVEY CONTROL
 ET0555
 ET0555  NGVD 29 (??/??/92) 1354.260  (m)         4443.10   (f) ADJ UNCH    2 0
 ET0555
 ET0555.Superseded values are not recommended for survey control.
 ET0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0555.See file dsdata.txt to determine how the superseded data were derived.
 ET0555
 ET0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD540611(NAD 83)
 ET0555_MARKER: DB = BENCH MARK DISK
 ET0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0555_STAMPING: R 255 1941
 ET0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0555+STABILITY: SURFACE MOTION
 ET0555
 ET0555  HISTORY     - Date     Condition        Report By
 ET0555  HISTORY     - 1941     MONUMENTED       CGS
 ET0555  HISTORY     - 1974     GOOD             USGS
 ET0555
 ET0555                          STATION DESCRIPTION
 ET0555
 ET0555'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0555'9.1 MI NW FROM SIMMONS.
 ET0555'4.1 MI NW ALONG COUNTY ROAD FROM THE CONCRETE BRIDGE OVER WILLIAMSON
 ET0555'VALLEY WASH AT SIMMONS, TO ROAD JUNCTION AND CATTLE GUARD, THENCE 2.0
 ET0555'MI NE ALONG MAIN ROAD TO ROAD JUNCTION, THENCE 1.2 MI TO ROAD FORK,
 ET0555'THENCE, TAKING RIGHT FORK, 1.3 MI E ALONG MAIN ROAD TO POINT ON ROAD
 ET0555'WHICH IS ABOUT 0.3 MI NE OF A SHARP CURVE ON THE ROAD.  ABOUT 300 FT
 ET0555'NE OF A BEND IN THE ROAD, 48 FT W OF THE CENTER LINE OF THE ROAD AND
 ET0555'ABOUT 1.3 FEET HIGHER THAN THE ROAD.  A STANDARD USC AND GS DISK
 ET0555'STAMPED R 255 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0555'ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0566 ***********************************************************************
 ET0566  DESIGNATION -  R 256
 ET0566  PID         -  ET0566
 ET0566  STATE/COUNTY-  AZ/YAVAPAI
 ET0566  USGS QUAD   -  INDIAN PEAK (1986)
 ET0566
 ET0566                         *CURRENT SURVEY CONTROL
 ET0566  ___________________________________________________________________
 ET0566* NAD 83(1986)-  34 55 06.     (N)    112 47 01.     (W)     SCALED    
 ET0566* NAVD 88     -      1569.10   (+/-2cm)    5148.0    (feet)  VERTCON   
 ET0566  ___________________________________________________________________
 ET0566  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0566
 ET0566.The horizontal coordinates were scaled from a topographic map and have
 ET0566.an estimated accuracy of +/- 6 seconds.
 ET0566
 ET0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0566.The vertical order pertains to the NGVD 29 superseded value.
 ET0566
 ET0566.The geoid height was determined by GEOID03.
 ET0566
 ET0566;                    North         East    Units  Estimated Accuracy
 ET0566;SPC AZ C     -   434,860.      134,150.      MT  (+/- 180 meters Scaled)
 ET0566
 ET0566                          SUPERSEDED SURVEY CONTROL
 ET0566
 ET0566  NGVD 29 (??/??/92) 1568.179  (m)         5144.93   (f) ADJ UNCH    2 0
 ET0566
 ET0566.Superseded values are not recommended for survey control.
 ET0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0566.See file dsdata.txt to determine how the superseded data were derived.
 ET0566
 ET0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD370654(NAD 83)
 ET0566_MARKER: DB = BENCH MARK DISK
 ET0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0566_STAMPING: R 256 1941
 ET0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0566+STABILITY: SURFACE MOTION
 ET0566
 ET0566  HISTORY     - Date     Condition        Report By
 ET0566  HISTORY     - 1941     MONUMENTED       CGS
 ET0566
 ET0566                          STATION DESCRIPTION
 ET0566
 ET0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0566'4.8 MI E FROM WALNUT CREEK RANGER STA.
 ET0566'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 ET0566'3.0 MILES EAST ALONG THE ROAD TO SIMMONS, ON A RIDGE BETWEEN TWO
 ET0566'WASHES, 110 FEET WEST OF THE CROSSING OF A WASH, 28 FEET NORTH OF THE
 ET0566'CENTER  LINE OF THE ROAD, 21 FEET EAST OF A SMALL CEDAR TREE, 3 FEET
 ET0566'EAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET HIGHER THAN THE ROAD.
 ET0566'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 ET0566'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0239 ***********************************************************************
 DB0239  DESIGNATION -  R 257
 DB0239  PID         -  DB0239
 DB0239  STATE/COUNTY-  AZ/YUMA
 DB0239  USGS QUAD   -  YUMA EAST (1994)
 DB0239
 DB0239                         *CURRENT SURVEY CONTROL
 DB0239  ___________________________________________________________________
 DB0239* NAD 83(1986)-  32 40 48.     (N)    114 34 54.     (W)     SCALED    
 DB0239* NAVD 88     -        66.173  (meters)     217.10   (feet)  ADJUSTED  
 DB0239  ___________________________________________________________________
 DB0239  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DB0239  DYNAMIC HT  -          66.098 (meters)     216.86  (feet)  COMP
 DB0239  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 DB0239
 DB0239  VERT ORDER  -  FIRST     CLASS II
 DB0239
 DB0239.The horizontal coordinates were scaled from a topographic map and have
 DB0239.an estimated accuracy of +/- 6 seconds.
 DB0239
 DB0239.The orthometric height was determined by differential leveling
 DB0239.and adjusted in June 1991.
 DB0239
 DB0239.The geoid height was determined by GEOID03.
 DB0239
 DB0239.The dynamic height is computed by dividing the NAVD 88
 DB0239.geopotential number by the normal gravity value computed on the
 DB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0239.degrees latitude (g = 980.6199 gals.).
 DB0239
 DB0239.The modeled gravity was interpolated from observed gravity values.
 DB0239
 DB0239;                    North         East    Units  Estimated Accuracy
 DB0239;SPC AZ W     -   186,580.      135,360.      MT  (+/- 180 meters Scaled)
 DB0239
 DB0239                          SUPERSEDED SURVEY CONTROL
 DB0239
 DB0239  NGVD 29 (??/??/??)   65.522  (m)          214.97   (f) ADJUSTED    1 2
 DB0239
 DB0239.Superseded values are not recommended for survey control.
 DB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0239.See file dsdata.txt to determine how the superseded data were derived.
 DB0239
 DB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS267183(NAD 83)
 DB0239_MARKER: DB = BENCH MARK DISK
 DB0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0239_SP_SET: BRIDGE
 DB0239_MARK LOGO: CGS   
 DB0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0239+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB0239
 DB0239  HISTORY     - Date     Condition        Report By
 DB0239  HISTORY     - UNK      MONUMENTED       CGS
 DB0239  HISTORY     - 1964     GOOD             NGS
 DB0239  HISTORY     - 1973     GOOD             NGS
 DB0239  HISTORY     - 1981     GOOD             NGS
 DB0239  HISTORY     - 1981     GOOD             NGS
 DB0239  HISTORY     - 19950523 GOOD             USPSQD
 DB0239  HISTORY     - 19980401 GOOD             USGS
 DB0239  HISTORY     - 20060406 GOOD             INDIV
 DB0239
 DB0239                          STATION DESCRIPTION
 DB0239
 DB0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DB0239'5.5 MI SE FROM YUMA.
 DB0239'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0239'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 0.75
 DB0239'MILE NORTH ALONG A GRAVELED ROAD, 40 FEET EAST OF THE CENTER OF
 DB0239'THE ROAD, 16-1/2 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK,
 DB0239'8 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DB0239'SURFACE OF THE ROAD AND CEMENTED IN A DRILL HOLE IN A CONCRETE
 DB0239'BRIDGE OVER AN IRRIGATION CANAL.
 DB0239
 DB0239                          STATION RECOVERY (1973)
 DB0239
 DB0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DB0239'RECOVERED IN GOOD CONDITION.
 DB0239
 DB0239                          STATION RECOVERY (1981)
 DB0239
 DB0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0239'6.3 KM (3.0 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FOR
 DB0239'THE STATION IN YUMA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG AVENUE 3E,
 DB0239'AT A BRIDGE OVER THE B CANAL, SET IN TOP OF THE CENTER OF THE WEST
 DB0239'HEADWALL OF A CULVERT FOR THE CANAL UNDER A SPUR TRACK, 11.3 M
 DB0239'(37.0 FT) EAST OF THE CENTERLINE OF THE AVENUE, 5.2 M (17.0 FT) WEST
 DB0239'OF THE WEST RAIL OF THE SPUR TRACK, 2.6 M (8.5 FT) NORTH OF THE SOUTH
 DB0239'END OF THE HEADWALL. NOTE-THE DATE HAS RUSTED OFF THE MARK, MARK NOT
 DB0239'RESTAMPED BECAUSE DATE UNKNOWN.
 DB0239'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 DB0239
 DB0239                          STATION RECOVERY (1981)
 DB0239
 DB0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0239'6.3 KM (3.0 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FOR
 DB0239'THE STATION IN YUMA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG AVENUE 3E,
 DB0239'AT A BRIDGE OVER THE B CANAL, SET IN TOP OF THE CENTER OF THE WEST
 DB0239'HEADWALL OF A CULVERT FOR THE CANAL UNDER A SPUR TRACK, 11.3 M
 DB0239'(37.0 FT) EAST OF THE CENTERLINE OF THE AVENUE, 5.2 M (17.0 FT) WEST
 DB0239'OF THE WEST RAIL OF THE SPUR TRACK, 2.6 M (8.5 FT) NORTH OF THE SOUTH
 DB0239'END OF THE HEADWALL. NOTE-THE DATE HAS RUSTED OFF THE MARK, MARK NOT
 DB0239'RESTAMPED BECAUSE DATE UNKNOWN.
 DB0239'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 DB0239
 DB0239                          STATION RECOVERY (1995)
 DB0239
 DB0239'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0239'RECOVERED IN GOOD CONDITION.
 DB0239
 DB0239                          STATION RECOVERY (1998)
 DB0239
 DB0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1998 (MC)
 DB0239'DISK WAS SET IN 1945.  THIS IS GRAVITY BASE STATION 'YUMA', DOD
 DB0239'0446-1, IGB 12024 .
 DB0239
 DB0239                          STATION RECOVERY (2006)
 DB0239
 DB0239'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0239'NEW HEADWALLS WERE BUILT AND EXTENDED TO THE LIMITS OF THE NEW RIGHT
 DB0239'OF WAY RECENTLY PURCHASED BY THE CITY OF YUMA. BENCHMARK REMAINS
 DB0239'INTACT AS LISTED BUT IS NOW ONE FOOT UNDER NATURAL GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0462 ***********************************************************************
 CZ0462  DESIGNATION -  R 259
 CZ0462  PID         -  CZ0462
 CZ0462  STATE/COUNTY-  AZ/PINAL
 CZ0462  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0462
 CZ0462                         *CURRENT SURVEY CONTROL
 CZ0462  ___________________________________________________________________
 CZ0462* NAD 83(1986)-  32 56 05.     (N)    111 25 15.     (W)     SCALED    
 CZ0462* NAVD 88     -       480.90   (+/-2cm)    1577.8    (feet)  VERTCON   
 CZ0462  ___________________________________________________________________
 CZ0462  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0462
 CZ0462.The horizontal coordinates were scaled from a topographic map and have
 CZ0462.an estimated accuracy of +/- 6 seconds.
 CZ0462
 CZ0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0462.The vertical order pertains to the NGVD 29 superseded value.
 CZ0462
 CZ0462.The geoid height was determined by GEOID03.
 CZ0462
 CZ0462;                    North         East    Units  Estimated Accuracy
 CZ0462;SPC AZ C     -   214,620.      259,730.      MT  (+/- 180 meters Scaled)
 CZ0462
 CZ0462                          SUPERSEDED SURVEY CONTROL
 CZ0462
 CZ0462  NGVD 29 (??/??/92)  480.422  (m)         1576.18   (f) ADJ UNCH    2 0
 CZ0462
 CZ0462.Superseded values are not recommended for survey control.
 CZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0462.See file dsdata.txt to determine how the superseded data were derived.
 CZ0462
 CZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB606441(NAD 83)
 CZ0462_MARKER: DB = BENCH MARK DISK
 CZ0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0462_SP_SET: CONCRETE BASE
 CZ0462_STAMPING: R 259 1945
 CZ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0462
 CZ0462  HISTORY     - Date     Condition        Report By
 CZ0462  HISTORY     - 1945     MONUMENTED       CGS
 CZ0462  HISTORY     - 1963     MARK NOT FOUND   NGS
 CZ0462  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 CZ0462
 CZ0462                          STATION DESCRIPTION
 CZ0462
 CZ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0462'COOLIDGE ARMY AIR FIELD.
 CZ0462'AT COOLIDGE ARMY AIR FIELD, AT THE SOUTH END OF THE PLANE-PARKING
 CZ0462'STRIP, AT THE CONTROL TOWER, IN THE TOP OF THE NORTHWEST CORNER OF THE
 CZ0462'CONCRETE BASE OF THE NORTHWEST LEG, 0.5 FOOT NORTHWEST OF THE TOWER
 CZ0462'LEG, AND 0.9 FOOT HIGHER THAN THE GROUND. A STANDARD DISK, STAMPED R
 CZ0462'259 1945.
 CZ0462
 CZ0462                          STATION RECOVERY (1963)
 CZ0462
 CZ0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CZ0462'MARK NOT FOUND.
 CZ0462
 CZ0462                          STATION RECOVERY (2007)
 CZ0462
 CZ0462'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0462'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ0462'MARK.
 CZ0462' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0339 ***********************************************************************
 DA0339  DESIGNATION -  R 26
 DA0339  PID         -  DA0339
 DA0339  STATE/COUNTY-  AZ/PIMA
 DA0339  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA0339
 DA0339                         *CURRENT SURVEY CONTROL
 DA0339  ___________________________________________________________________
 DA0339* NAD 83(1992)-  32 15 26.07350(N)    112 44 03.44816(W)     ADJUSTED  
 DA0339* NAVD 88     -       549.374  (meters)    1802.40   (feet)  ADJUSTED  
 DA0339  ___________________________________________________________________
 DA0339  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 DA0339  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DA0339  DYNAMIC HT  -         548.662 (meters)    1800.07  (feet)  COMP
 DA0339  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 DA0339
 DA0339  HORZ ORDER  -  THIRD
 DA0339  VERT ORDER  -  FIRST     CLASS II
 DA0339
 DA0339.The horizontal coordinates were established by classical geodetic methods
 DA0339.and adjusted by the National Geodetic Survey in August 1993.
 DA0339
 DA0339.The orthometric height was determined by differential leveling
 DA0339.and adjusted in June 1991.
 DA0339
 DA0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0339
 DA0339.The geoid height was determined by GEOID03.
 DA0339
 DA0339.The dynamic height is computed by dividing the NAVD 88
 DA0339.geopotential number by the normal gravity value computed on the
 DA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0339.degrees latitude (g = 980.6199 gals.).
 DA0339
 DA0339.The modeled gravity was interpolated from observed gravity values.
 DA0339
 DA0339;                    North         East     Units Scale Factor Converg.
 DA0339;SPC AZ C     -   139,682.947   136,323.149   MT  0.99997316   -0 26 11.1
 DA0339;SPC AZ C     -   458,277.39    447,254.43   iFT  0.99997316   -0 26 11.1
 DA0339;UTM  12      - 3,570,269.527   336,635.124   MT  0.99992912   -0 55 33.0
 DA0339
 DA0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0339!SPC AZ C     -   0.99991870  x   0.99997316  =   0.99989186
 DA0339!UTM  12      -   0.99991870  x   0.99992912  =   0.99984783
 DA0339
 DA0339                          SUPERSEDED SURVEY CONTROL
 DA0339
 DA0339  NAD 83(1986)-  32 15 26.06297(N)    112 44 03.45208(W) AD(       ) 3
 DA0339  NAD 27      -  32 15 25.84000(N)    112 44 00.93000(W) AD(       ) 3
 DA0339  NGVD 29 (??/??/92)  548.646  (m)         1800.02   (f) ADJ UNCH    1 2
 DA0339
 DA0339.Superseded values are not recommended for survey control.
 DA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0339.See file dsdata.txt to determine how the superseded data were derived.
 DA0339
 DA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3663570270(NAD 83)
 DA0339_MARKER: DD = SURVEY DISK
 DA0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0339_STAMPING: R 26 1930
 DA0339_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0339+STABILITY: SURFACE MOTION
 DA0339
 DA0339  HISTORY     - Date     Condition        Report By
 DA0339  HISTORY     - 1936     MONUMENTED       USGS
 DA0339  HISTORY     - 1953     GOOD             NGS
 DA0339  HISTORY     - 1981     GOOD             NGS
 DA0339  HISTORY     - 19970306 GOOD             USPSQD
 DA0339  HISTORY     - 19990106 GOOD             USPSQD
 DA0339
 DA0339                          STATION DESCRIPTION
 DA0339
 DA0339'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 DA0339'ABOUT 11 MILES, AIR LINE, SOUTHEAST OF AJO, AT A T-ROAD INTERSECTION
 DA0339'MARKED BY A SIGN SONOYTA, MEXICO.  27 MILES, JUST WEST OF THE
 DA0339'PAPAGO INDIAN RESERVATION BOUNDARY FENCE ON THE SELLS-AJO
 DA0339'HIGHWAY IN THE VICINITY OF THE GUNSIGHT MINE.  MARKED BY AN
 DA0339'OLD SURVEY MARK STAMPED U.S. GEOLOGICAL SURVEY GOVT. WITH
 DA0339'STATE R 26-1930 OVER WHICH IS A TARGET.  THE TARGET IS 53.3
 DA0339'METERS SOUTH OF THE CENTERLINE OF THE SELLS-AJO HIGHWAY AND
 DA0339'7.5 METERS EAST OF THE CENTERLINE OF THE SONOYTA ROAD.
 DA0339
 DA0339                          STATION RECOVERY (1953)
 DA0339
 DA0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DA0339'11.7 MI SE FROM AJO.
 DA0339'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0339'FROM THE STATION AT AJO, THENCE 11.55 MILES SOUTHEAST ALONG STATE
 DA0339'HIGHWAY 86, AT THE T JUNCTION OF THE OLD SONOYTA-AJO HIGHWAY, 176 FEET
 DA0339'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 86, 28 FEET SOUTHEAST OF
 DA0339'THE CENTER LINE OF THE OLD HIGHWAY, 4.3 FEET SOUTHEAST OF A CAST IRON
 DA0339'POST (AN OLD CUSTOMS SIGN MARKER POST), 1.7 FEET NORTHWEST OF A
 DA0339'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 DA0339'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DA0339
 DA0339                          STATION RECOVERY (1981)
 DA0339
 DA0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0339'1.3 KM (0.8 MI) SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE JUNCTION OF
 DA0339'STATE HIGHWAY 85 IN WHY, 0.4 KM (0.25 MI) NORTHWEST OF HIGHWAY
 DA0339'MILEPOST 54, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 53.6 M
 DA0339'(176 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.5 M (28.0 FT)
 DA0339'SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD.
 DA0339'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0339'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0339
 DA0339                          STATION RECOVERY (1997)
 DA0339
 DA0339'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0339'RECOVERED IN GOOD CONDITION.
 DA0339
 DA0339                          STATION RECOVERY (1999)
 DA0339
 DA0339'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0503 ***********************************************************************
 ES0503  DESIGNATION -  R 26
 ES0503  PID         -  ES0503
 ES0503  STATE/COUNTY-  AZ/COCONINO
 ES0503  USGS QUAD   -  MUNDS PARK (1974)
 ES0503
 ES0503                         *CURRENT SURVEY CONTROL
 ES0503  ___________________________________________________________________
 ES0503* NAD 83(1986)-  34 54 27.     (N)    111 43 43.     (W)     SCALED    
 ES0503* NAVD 88     -      1386.938  (meters)    4550.31   (feet)  ADJUSTED  
 ES0503  ___________________________________________________________________
 ES0503  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES0503  DYNAMIC HT  -        1385.125 (meters)    4544.36  (feet)  COMP
 ES0503  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 ES0503
 ES0503  VERT ORDER  -  FIRST     CLASS II
 ES0503
 ES0503.The horizontal coordinates were scaled from a topographic map and have
 ES0503.an estimated accuracy of +/- 6 seconds.
 ES0503
 ES0503.The orthometric height was determined by differential leveling
 ES0503.and adjusted in June 1991.
 ES0503
 ES0503.The geoid height was determined by GEOID03.
 ES0503
 ES0503.The dynamic height is computed by dividing the NAVD 88
 ES0503.geopotential number by the normal gravity value computed on the
 ES0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0503.degrees latitude (g = 980.6199 gals.).
 ES0503
 ES0503.The modeled gravity was interpolated from observed gravity values.
 ES0503
 ES0503;                    North         East    Units  Estimated Accuracy
 ES0503;SPC AZ C     -   433,330.      230,550.      MT  (+/- 180 meters Scaled)
 ES0503
 ES0503                          SUPERSEDED SURVEY CONTROL
 ES0503
 ES0503  NGVD 29 (??/??/92) 1386.100  (m)         4547.56   (f) ADJ UNCH    1 2
 ES0503
 ES0503.Superseded values are not recommended for survey control.
 ES0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0503.See file dsdata.txt to determine how the superseded data were derived.
 ES0503
 ES0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334630(NAD 83)
 ES0503_MARKER: DD = SURVEY DISK
 ES0503_SETTING: 80 = SET IN A BOULDER
 ES0503_SP_SET: BOULDER
 ES0503_MARK LOGO: USGS  
 ES0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0503+STABILITY: SURFACE MOTION
 ES0503
 ES0503  HISTORY     - Date     Condition        Report By
 ES0503  HISTORY     - UNK      MONUMENTED       USGS
 ES0503  HISTORY     - 1933     GOOD             NGS
 ES0503  HISTORY     - 1982     GOOD             NGS
 ES0503  HISTORY     - 19950713 GOOD             USPSQD
 ES0503
 ES0503                          STATION DESCRIPTION
 ES0503
 ES0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0503'4.5 MI N FROM SEDONA.
 ES0503'AT SIDE OF HIGHWAY, 0.25 MILES SOUTH OF INDIAN GARDENS SERVICE STATION
 ES0503'AND RESORT, AT SOUTH END OF SMALL FLAT AT SIDE OF OAK CREEK, 50 FEET
 ES0503'EAST OF HIGHWAY CENTER-LINE, ON TOP OF LEDGE OF ROCK ON SIDE OF LARGE
 ES0503'BOULDER PAINTED 4546.7.
 ES0503
 ES0503                          STATION RECOVERY (1982)
 ES0503
 ES0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0503'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0503'6.3 KM (3.9 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0503'OFFICE IN SEDONA, IN TOP OF A 5 BY 6 FOOT BOULDER AND IN THE YARD OF A
 ES0503'SMALL FRAME HOUSE, 200 FT SOUTH OF MILEPOST 378, 11.8 METERS (39.0 FT)
 ES0503'EAST OF THE HIGHWAY CENTERLINE, 16.4 METERS (54.0 FT) SOUTHWEST OF A
 ES0503'FIREPLACE, 3.6 METERS (12.0 FT) WEST OF A DRIVEWAY.
 ES0503'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 ES0503
 ES0503                          STATION RECOVERY (1995)
 ES0503
 ES0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0351 ***********************************************************************
 ET0351  DESIGNATION -  R 26
 ET0351  PID         -  ET0351
 ET0351  STATE/COUNTY-  AZ/YAVAPAI
 ET0351  USGS QUAD   -  KIRKLAND (1969)
 ET0351
 ET0351                         *CURRENT SURVEY CONTROL
 ET0351  ___________________________________________________________________
 ET0351* NAD 83(1986)-  34 25 05.     (N)    112 42 41.     (W)     SCALED    
 ET0351* NAVD 88     -      1199.400  (meters)    3935.03   (feet)  POSTED    
 ET0351  ___________________________________________________________________
 ET0351  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 ET0351  DYNAMIC HT  -        1197.840 (meters)    3929.91  (feet)  COMP
 ET0351  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 ET0351
 ET0351  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0351
 ET0351.The horizontal coordinates were scaled from a topographic map and have
 ET0351.an estimated accuracy of +/- 6 seconds.
 ET0351
 ET0351.The orthometric height was determined by differential leveling
 ET0351.and adjusted in November 2005.
 ET0351.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0351.was located on a no-check spur therefore a value was not computed.
 ET0351.No vertical observational check was made to the station.
 ET0351
 ET0351.The geoid height was determined by GEOID03.
 ET0351
 ET0351.The dynamic height is computed by dividing the NAVD 88
 ET0351.geopotential number by the normal gravity value computed on the
 ET0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0351.degrees latitude (g = 980.6199 gals.).
 ET0351
 ET0351.The modeled gravity was interpolated from observed gravity values.
 ET0351
 ET0351;                    North         East    Units  Estimated Accuracy
 ET0351;SPC AZ C     -   379,310.      140,310.      MT  (+/- 180 meters Scaled)
 ET0351
 ET0351                          SUPERSEDED SURVEY CONTROL
 ET0351
 ET0351  NGVD 29 (??/??/92) 1198.628  (m)         3932.50   (f) ADJ UNCH    1 2
 ET0351
 ET0351.Superseded values are not recommended for survey control.
 ET0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0351.See file dsdata.txt to determine how the superseded data were derived.
 ET0351
 ET0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD427098(NAD 83)
 ET0351_MARKER: DB = BENCH MARK DISK
 ET0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0351_SP_SET: BANISTER
 ET0351_STAMPING: R 26 1933
 ET0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0351
 ET0351  HISTORY     - Date     Condition        Report By
 ET0351  HISTORY     - 1933     MONUMENTED       CGS
 ET0351  HISTORY     - 1950     GOOD             NGS
 ET0351
 ET0351                          STATION DESCRIPTION
 ET0351
 ET0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0351'IN KIRKLAND.
 ET0351'AT KIRKLAND, 0.1 MILE NORTHWEST OF THE ATCHISON, TOPEKA AND SANTA FE
 ET0351'RAILWAY STATION, AT THE FRONT ENTRANCE TO THE PUBLIC SCHOOL BUILDING,
 ET0351'IN THE APPROXIMATE CENTER OF THE TOP OF THE SOUTHWEST ROCK AND MASONRY
 ET0351'BANISTER, 9.0 FEET EAST OF THE SOUTH CORNER OF THE BUILDING, AND 2.7
 ET0351'FEET SOUTHEAST OF THE SOUTHEAST WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0053 ***********************************************************************
 CZ0053  DESIGNATION -  R 260
 CZ0053  PID         -  CZ0053
 CZ0053  STATE/COUNTY-  AZ/PIMA
 CZ0053  USGS QUAD   -  TUCSON (1992)
 CZ0053
 CZ0053                         *CURRENT SURVEY CONTROL
 CZ0053  ___________________________________________________________________
 CZ0053* NAD 83(1986)-  32 10 26.     (N)    110 52 38.     (W)     SCALED    
 CZ0053* NAVD 88     -       804.37   (+/-2cm)    2639.0    (feet)  VERTCON   
 CZ0053  ___________________________________________________________________
 CZ0053  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CZ0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0053
 CZ0053.The horizontal coordinates were scaled from a topographic map and have
 CZ0053.an estimated accuracy of +/- 6 seconds.
 CZ0053
 CZ0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0053.The vertical order pertains to the NGVD 29 superseded value.
 CZ0053
 CZ0053.The geoid height was determined by GEOID03.
 CZ0053
 CZ0053;                    North         East    Units  Estimated Accuracy
 CZ0053;SPC AZ C     -   130,620.      311,390.      MT  (+/- 180 meters Scaled)
 CZ0053
 CZ0053                          SUPERSEDED SURVEY CONTROL
 CZ0053
 CZ0053  NGVD 29 (??/??/92)  803.738  (m)         2636.93   (f) ADJ UNCH    2 0
 CZ0053
 CZ0053.Superseded values are not recommended for survey control.
 CZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0053.See file dsdata.txt to determine how the superseded data were derived.
 CZ0053
 CZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA115597(NAD 83)
 CZ0053_MARKER: DB = BENCH MARK DISK
 CZ0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0053_SP_SET: CULVERT
 CZ0053_STAMPING: R 260 1945
 CZ0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0053
 CZ0053  HISTORY     - Date     Condition        Report By
 CZ0053  HISTORY     - 1945     MONUMENTED       CGS
 CZ0053
 CZ0053                          STATION DESCRIPTION
 CZ0053
 CZ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0053'IN DAVIS-MONTHAN FIELD.
 CZ0053'AT DAVIS-MONTHAN AFB, PIMA COUNTY, 0.1 MILE SOUTHEAST OF THE SOUTHEAST
 CZ0053'HANGAR, 100 FEET NORTHEAST OF THE SOUTHERN PACIFIC CO. RAILROAD, AT A
 CZ0053'TWIN 36-INCH PIPE CULVERT UNDER THE ROAD, IN THE TOP OF THE SOUTH
 CZ0053'CORNER OF THE WEST HEADWALL, 18 FEET WEST OF THE CENTERLINE OF THE
 CZ0053'ROAD, AND 7 FEET EAST OF THE WEST END OF THE SOUTHWEST WING WALL. A
 CZ0053'STANDARD DISK, STAMPED R 260 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0161 ***********************************************************************
 CF0161  DESIGNATION -  R 261
 CF0161  PID         -  CF0161
 CF0161  STATE/COUNTY-  AZ/COCHISE
 CF0161  USGS QUAD   -  DOUGLAS NE (1978)
 CF0161
 CF0161                         *CURRENT SURVEY CONTROL
 CF0161  ___________________________________________________________________
 CF0161* NAD 83(1986)-  31 28 01.     (N)    109 36 00.     (W)     SCALED    
 CF0161* NAVD 88     -      1256.12   (+/-2cm)    4121.1    (feet)  VERTCON   
 CF0161  ___________________________________________________________________
 CF0161  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0161
 CF0161.This mark is at Bisbee Douglas Intl Airport (DUG)
 CF0161
 CF0161.The horizontal coordinates were scaled from a topographic map and have
 CF0161.an estimated accuracy of +/- 6 seconds.
 CF0161
 CF0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0161.The vertical order pertains to the NGVD 29 superseded value.
 CF0161
 CF0161.The geoid height was determined by GEOID03.
 CF0161
 CF0161;                    North         East    Units  Estimated Accuracy
 CF0161;SPC AZ E     -    51,910.      267,210.      MT  (+/- 180 meters Scaled)
 CF0161
 CF0161                          SUPERSEDED SURVEY CONTROL
 CF0161
 CF0161  NGVD 29 (??/??/92) 1255.266  (m)         4118.32   (f) ADJ UNCH    2 0
 CF0161
 CF0161.Superseded values are not recommended for survey control.
 CF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0161.See file dsdata.txt to determine how the superseded data were derived.
 CF0161
 CF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV330822(NAD 83)
 CF0161_MARKER: DB = BENCH MARK DISK
 CF0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0161_SP_SET: FOUNDATION
 CF0161_STAMPING: R 261 1945
 CF0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0161
 CF0161  HISTORY     - Date     Condition        Report By
 CF0161  HISTORY     - 1945     MONUMENTED       CGS
 CF0161  HISTORY     - 1972     GOOD             NGS
 CF0161  HISTORY     - 1979     GOOD             NGS
 CF0161  HISTORY     - 1980     GOOD             NGS
 CF0161  HISTORY     - 19960511 GOOD             CHANCE
 CF0161
 CF0161                          STATION DESCRIPTION
 CF0161
 CF0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CF0161'IN DOUGLAS.
 CF0161'AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, ABOUT 3,100 FEET NORTH OF
 CF0161'THE TERMINAL BUILDING, JUST SOUTH OF A LARGE HANGER, IN THE SOUTHWEST
 CF0161'CORNER OF THE REMAINS OF THE SOUTHWEST FOUNDATION BLOCK OF AN OLD
 CF0161'(TORN DOWN) CONTROL TOWER, 76.8 FEET SOUTHEAST OF THE CORNER ANGLE OF
 CF0161'CONCRETE PORTION OF A RAMP, 57.6 FEET SOUTH OF A POWER LINE POLE, 51.5
 CF0161'FEET SOUTHEAST OF A FIRE HYDRANT, AND 48.6 FEET NORTHEAST OF THE
 CF0161'APPROX. CENTERLINE OF A ROAD.  A STANDARD DISK SET IN A DRILL HOLE IN
 CF0161'THE FOUNDATION.
 CF0161
 CF0161                          STATION RECOVERY (1979)
 CF0161
 CF0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CF0161'RECOVERED IN GOOD CONDITION.
 CF0161
 CF0161                          STATION RECOVERY (1980)
 CF0161
 CF0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0161'RECOVERED IN GOOD CONDITION.
 CF0161
 CF0161                          STATION RECOVERY (1996)
 CF0161
 CF0161'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CF0161'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN GOOD CONDITION.  A NEW AND
 CF0161'COMPLETE DESCRIPTION FOLLOWS  THE STATION IS LOCATED APPROXIMATELY
 CF0161'32.0 KM (19.90 MI) EAST OF BISBEE, 9.7 KM (6.00 MI) NORTH OF DOUGLAS,
 CF0161'AND 14.5 KM (9.00 MI) SOUTH OF MCNEIL AT THE BISBEE-DOUGLAS
 CF0161'INTERNATIONAL AIRPORT.  FOR ACCESS CONTACT -- COCHISE COUNTY, TIM
 CF0161'SULGUR - FBO, PHONE (520) 364-2771  TO REACH THE STATION FROM THE
 CF0161'INTERSECTION OF STATE HIGHWAY 80 AND US HIGHWAY 191 WEST OF DOUGLAS,
 CF0161'GO NORTH ON US HIGHWAY 191 FOR 10.9 KM (6.75 MI) TO THE ROAD LEADING
 CF0161'TO THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT AND TO THE PRISON
 CF0161'FACILITIES ON THE RIGHT.  TURN RIGHT AND PROCEED NORTHEAST ON THE ROAD
 CF0161'LEADING TO THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT FOR 1.6 KM (1.00
 CF0161'MI) TO THE TERMINAL BUILDING AND CONTINUE APPROXIMATELY 944.9 M
 CF0161'(3100.1 FT) NORTH OF THE TERMINAL BUILDING TO THE STATION JUST SOUTH
 CF0161'OF A LARGE HANGER  THE STATION IS A STANDARD CGS BENCH MARK DISK SET
 CF0161'INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF THE REMAINS OF THE
 CF0161'SOUTHWEST FOUNDATION BLOCK OF AN OLD (TORN DOWN) CONTROL TOWER.  THE
 CF0161'STATION IS LOCATED 23.4 M (76.8 FT) SOUTHEAST OF THE CORNER ANGLE OF
 CF0161'CONCRETE PORTION OF A RAMP, 17.6 M (57.7 FT) SOUTH OF A POWER LINE
 CF0161'POLE, 15.7 M (51.5 FT) SOUTHEAST OF A FIRE HYDRANT, AND 14.8 M (48.6
 CF0161'FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0505 ***********************************************************************
 FR0505  DESIGNATION -  R 262
 FR0505  PID         -  FR0505
 FR0505  STATE/COUNTY-  AZ/MOHAVE
 FR0505  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0505
 FR0505                         *CURRENT SURVEY CONTROL
 FR0505  ___________________________________________________________________
 FR0505* NAD 83(1986)-  35 15 50.     (N)    113 56 24.     (W)     SCALED    
 FR0505* NAVD 88     -      1032.578  (meters)    3387.72   (feet)  ADJUSTED  
 FR0505  ___________________________________________________________________
 FR0505  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FR0505  DYNAMIC HT  -        1031.349 (meters)    3383.68  (feet)  COMP
 FR0505  MODELED GRAV-     979,409.0   (mgal)                       NAVD 88
 FR0505
 FR0505  VERT ORDER  -  FIRST     CLASS II
 FR0505
 FR0505.This mark is at Kingman Airport (IGM)
 FR0505
 FR0505.The horizontal coordinates were scaled from a topographic map and have
 FR0505.an estimated accuracy of +/- 6 seconds.
 FR0505
 FR0505.The orthometric height was determined by differential leveling
 FR0505.and adjusted in June 1991.
 FR0505
 FR0505.The geoid height was determined by GEOID03.
 FR0505
 FR0505.The dynamic height is computed by dividing the NAVD 88
 FR0505.geopotential number by the normal gravity value computed on the
 FR0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0505.degrees latitude (g = 980.6199 gals.).
 FR0505
 FR0505.The modeled gravity was interpolated from observed gravity values.
 FR0505
 FR0505;                    North         East    Units  Estimated Accuracy
 FR0505;SPC AZ W     -   472,880.      196,070.      MT  (+/- 180 meters Scaled)
 FR0505
 FR0505                          SUPERSEDED SURVEY CONTROL
 FR0505
 FR0505  NGVD 29 (??/??/92) 1031.772  (m)         3385.07   (f) ADJ UNCH    1 2
 FR0505
 FR0505.Superseded values are not recommended for survey control.
 FR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0505.See file dsdata.txt to determine how the superseded data were derived.
 FR0505
 FR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE325062(NAD 83)
 FR0505_MARKER: DB = BENCH MARK DISK
 FR0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0505_SP_SET: BUMPER BLOCK
 FR0505_STAMPING: R 262 1945
 FR0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0505
 FR0505  HISTORY     - Date     Condition        Report By
 FR0505  HISTORY     - 1945     MONUMENTED       CGS
 FR0505  HISTORY     - 1954     GOOD             NGS
 FR0505  HISTORY     - 1972     GOOD             NGS
 FR0505  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0505  HISTORY     - 19951214 MARK NOT FOUND   CHANCE
 FR0505
 FR0505                          STATION DESCRIPTION
 FR0505
 FR0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FR0505'IN KINGMAN AIRPORT.
 FR0505'AT KINGMAN AIRPORT, MOHAVE COUNTY, AT THE HANGAR, IN THE CENTER OF THE
 FR0505'SOUTH CONCRETE BUMPER BLOCK OF THE EAST DOOR, 8.8 FEET NORTH NORTHEAST
 FR0505'OF THE SOUTHEAST CORNER OF THE BUILDING, 2.5 FEET EAST OF THE EAST
 FR0505'FACE, AND 2-1/2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 FR0505'R 262 1945.
 FR0505
 FR0505                          STATION RECOVERY (1972)
 FR0505
 FR0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FR0505'RECOVERED IN GOOD CONDITION.
 FR0505
 FR0505                          STATION RECOVERY (1982)
 FR0505
 FR0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0505'NOT RECOVERED.
 FR0505
 FR0505                          STATION RECOVERY (1995)
 FR0505
 FR0505'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FR0505'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FR0505'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0737 ***********************************************************************
 DV0737  DESIGNATION -  R 263
 DV0737  PID         -  DV0737
 DV0737  STATE/COUNTY-  AZ/MARICOPA
 DV0737  USGS QUAD   -  WINTERSBURG (1984)
 DV0737
 DV0737                         *CURRENT SURVEY CONTROL
 DV0737  ___________________________________________________________________
 DV0737* NAD 83(1986)-  33 29 20.     (N)    112 46 16.     (W)     SCALED    
 DV0737* NAVD 88     -       344.625  (meters)    1130.66   (feet)  ADJUSTED  
 DV0737  ___________________________________________________________________
 DV0737  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV0737  DYNAMIC HT  -         344.229 (meters)    1129.36  (feet)  COMP
 DV0737  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 DV0737
 DV0737  VERT ORDER  -  FIRST     CLASS II
 DV0737
 DV0737.The horizontal coordinates were scaled from a topographic map and have
 DV0737.an estimated accuracy of +/- 6 seconds.
 DV0737
 DV0737.The orthometric height was determined by differential leveling
 DV0737.and adjusted in June 1991.
 DV0737
 DV0737.The geoid height was determined by GEOID03.
 DV0737
 DV0737.The dynamic height is computed by dividing the NAVD 88
 DV0737.geopotential number by the normal gravity value computed on the
 DV0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0737.degrees latitude (g = 980.6199 gals.).
 DV0737
 DV0737.The modeled gravity was interpolated from observed gravity values.
 DV0737
 DV0737;                    North         East    Units  Estimated Accuracy
 DV0737;SPC AZ C     -   276,300.      133,960.      MT  (+/- 180 meters Scaled)
 DV0737
 DV0737                          SUPERSEDED SURVEY CONTROL
 DV0737
 DV0737  NGVD 29 (??/??/92)  343.978  (m)         1128.53   (f) ADJ UNCH    1 2
 DV0737
 DV0737.Superseded values are not recommended for survey control.
 DV0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0737.See file dsdata.txt to determine how the superseded data were derived.
 DV0737
 DV0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC354068(NAD 83)
 DV0737_MARKER: DB = BENCH MARK DISK
 DV0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0737_STAMPING: R 263 1947
 DV0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0737+STABILITY: SURFACE MOTION
 DV0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0737+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 DV0737
 DV0737  HISTORY     - Date     Condition        Report By
 DV0737  HISTORY     - 1947     MONUMENTED       CGS
 DV0737  HISTORY     - 1967     GOOD             NGS
 DV0737  HISTORY     - 1981     GOOD             NGS
 DV0737  HISTORY     - 20010412 GOOD             MCDOT
 DV0737  HISTORY     - 20080530 MARK NOT FOUND   GEOCAC
 DV0737
 DV0737                          STATION DESCRIPTION
 DV0737
 DV0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0737'9.7 MI E FROM TONOPAH.
 DV0737'9.7 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0737'TONOPAH, IN S 28, T 2 N, R 5 W, 150 YARDS WEST OF UNDERGROUND CABLE
 DV0737'MARKER POST NUMBER 5 1/2, 43 FEET SOUTH OF THE CENTER LINE OF THE
 DV0737'ROAD, 2.6 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DV0737'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DV0737'INCHES.
 DV0737
 DV0737                          STATION RECOVERY (1981)
 DV0737
 DV0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0737'RECOVERED IN GOOD CONDITION.
 DV0737
 DV0737                          STATION RECOVERY (2001)
 DV0737
 DV0737'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0737'FROM INTERSECTION OF 355TH AVE + INDIAN SCHOOL RD. GO .7 MILES E TO
 DV0737'333RD AVE. THENCE .1 MILES S TO BM R263
 DV0737'USCG BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST + METAL SURVEY
 DV0737'MARKER SIGN
 DV0737' 
 DV0737' 
 DV0737' 
 DV0737' 
 DV0737' 
 DV0737
 DV0737                          STATION RECOVERY (2008)
 DV0737
 DV0737'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0737'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A HEAVILY USED
 DV0737'GRAVEL ROAD. DID NOT FIND THE METAL SURVEY SIGN OR THE INTACT 4X4
 DV0737'WOODEN WITNESS POST, BUT DID FIND A BROKEN POTION OF AN OLD 4X4 POST
 DV0737'ON THE SURFACE OF THE GROUND WITH NO SIGNAGE ATTACHED. THE MARK MAY BE
 DV0737'COVERED BY THE GRAVEL AND DIRT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0097 ***********************************************************************
 DV0097  DESIGNATION -  R 265
 DV0097  PID         -  DV0097
 DV0097  STATE/COUNTY-  AZ/MARICOPA
 DV0097  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0097
 DV0097                         *CURRENT SURVEY CONTROL
 DV0097  ___________________________________________________________________
 DV0097* NAD 83(1986)-  33 39 12.     (N)    112 27 03.     (W)     SCALED    
 DV0097* NAVD 88     -       406.890  (meters)    1334.94   (feet)  ADJUSTED  
 DV0097  ___________________________________________________________________
 DV0097  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0097  DYNAMIC HT  -         406.415 (meters)    1333.38  (feet)  COMP
 DV0097  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 DV0097
 DV0097  VERT ORDER  -  FIRST     CLASS II
 DV0097
 DV0097.The horizontal coordinates were scaled from a topographic map and have
 DV0097.an estimated accuracy of +/- 6 seconds.
 DV0097
 DV0097.The orthometric height was determined by differential leveling
 DV0097.and adjusted in June 1991.
 DV0097
 DV0097.The geoid height was determined by GEOID03.
 DV0097
 DV0097.The dynamic height is computed by dividing the NAVD 88
 DV0097.geopotential number by the normal gravity value computed on the
 DV0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0097.degrees latitude (g = 980.6199 gals.).
 DV0097
 DV0097.The modeled gravity was interpolated from observed gravity values.
 DV0097
 DV0097;                    North         East    Units  Estimated Accuracy
 DV0097;SPC AZ C     -   294,330.      163,820.      MT  (+/- 180 meters Scaled)
 DV0097
 DV0097                          SUPERSEDED SURVEY CONTROL
 DV0097
 DV0097  NGVD 29 (??/??/92)  406.635  (m)         1334.10   (f) ADJ UNCH    1 2
 DV0097
 DV0097.Superseded values are not recommended for survey control.
 DV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0097.See file dsdata.txt to determine how the superseded data were derived.
 DV0097
 DV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC654246(NAD 83)
 DV0097_MARKER: DB = BENCH MARK DISK
 DV0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0097_SP_SET: CULVERT
 DV0097_STAMPING: R 265 1948
 DV0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0097
 DV0097  HISTORY     - Date     Condition        Report By
 DV0097  HISTORY     - 1948     MONUMENTED       CGS
 DV0097  HISTORY     - 1967     GOOD             NGS
 DV0097  HISTORY     - 1981     GOOD             NGS
 DV0097  HISTORY     - 20090217 POOR             SURPGS
 DV0097
 DV0097                          STATION DESCRIPTION
 DV0097
 DV0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0097'10.4 MI W FROM EL MIRAGE.
 DV0097'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0097'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 3.4 MILES
 DV0097'SOUTHWEST ALONG CANAL ROAD WHICH PARALLELS THE EAST SIDE OF THE
 DV0097'BEARDSLEY CANAL, IN SECTION 27, T 4 N, R 2 W, 97 YARDS SOUTHWEST OF
 DV0097'THE CENTER OF THE JUNCTION OF CANAL ROAD AND A DIRT ROAD, 37 FEET
 DV0097'NORTHWEST OF THE CENTER LINE OF CANAL ROAD, SET IN THE TOP OF THE
 DV0097'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF CONCRETE CULVERT
 DV0097'WHICH CARRIES CANAL WATER UNDER A WASH, ABOUT 2 FEET ABOVE THE LEVEL
 DV0097'OF THE GROUND AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0097
 DV0097                          STATION RECOVERY (1981)
 DV0097
 DV0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0097'RECOVERED IN GOOD CONDITION.
 DV0097
 DV0097                          STATION RECOVERY (2009)
 DV0097
 DV0097'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0097'WING WALL OF CANAL SIPHON IS STILL IN EXISTENCE.  FOUND DRILL HOLE AND
 DV0097'EVIDENCE OF THE CONCRETE USED TO SET THE BRASS CAP, BUT THE MARK IS
 DV0097'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0066 ***********************************************************************
 DV0066  DESIGNATION -  R 266
 DV0066  PID         -  DV0066
 DV0066  STATE/COUNTY-  AZ/MARICOPA
 DV0066  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0066
 DV0066                         *CURRENT SURVEY CONTROL
 DV0066  ___________________________________________________________________
 DV0066* NAD 83(1986)-  33 40 01.     (N)    112 16 20.     (W)     SCALED    
 DV0066* NAVD 88     -       380.991  (meters)    1249.97   (feet)  ADJUSTED  
 DV0066  ___________________________________________________________________
 DV0066  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0066  DYNAMIC HT  -         380.549 (meters)    1248.52  (feet)  COMP
 DV0066  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DV0066
 DV0066  VERT ORDER  -  FIRST     CLASS II
 DV0066
 DV0066.The horizontal coordinates were scaled from a topographic map and have
 DV0066.an estimated accuracy of +/- 6 seconds.
 DV0066
 DV0066.The orthometric height was determined by differential leveling
 DV0066.and adjusted in June 1991.
 DV0066
 DV0066.The geoid height was determined by GEOID03.
 DV0066
 DV0066.The dynamic height is computed by dividing the NAVD 88
 DV0066.geopotential number by the normal gravity value computed on the
 DV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0066.degrees latitude (g = 980.6199 gals.).
 DV0066
 DV0066.The modeled gravity was interpolated from observed gravity values.
 DV0066
 DV0066;                    North         East    Units  Estimated Accuracy
 DV0066;SPC AZ C     -   295,770.      180,390.      MT  (+/- 180 meters Scaled)
 DV0066
 DV0066                          SUPERSEDED SURVEY CONTROL
 DV0066
 DV0066  NGVD 29 (??/??/92)  380.403  (m)         1248.04   (f) ADJ UNCH    1 2
 DV0066
 DV0066.Superseded values are not recommended for survey control.
 DV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0066.See file dsdata.txt to determine how the superseded data were derived.
 DV0066
 DV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820259(NAD 83)
 DV0066_MARKER: DB = BENCH MARK DISK
 DV0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0066_STAMPING: R 266 1948
 DV0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0066+STABILITY: SURFACE MOTION
 DV0066
 DV0066  HISTORY     - Date     Condition        Report By
 DV0066  HISTORY     - 1948     MONUMENTED       CGS
 DV0066  HISTORY     - 1967     GOOD             NGS
 DV0066  HISTORY     - 1981     GOOD             NGS
 DV0066  HISTORY     - 20050118 MARK NOT FOUND   MCDOT
 DV0066  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0066
 DV0066                          STATION DESCRIPTION
 DV0066
 DV0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0066'5.5 MI NE FROM SUN CITY.
 DV0066'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0066'CITY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 21, T 4
 DV0066'N, R 1 E, AT THE JUNCTION OF THE ROAD AND 99TH AVENUE, 39 FEET NORTH
 DV0066'OF THE CENTER LINE OF THE GRAVELED ROAD, 70 FEET EAST OF THE EXTENDED
 DV0066'CENTER LINE OF 99TH AVENUE, 169 FEET NORTHEAST OF AN IRRIGATION WELL,
 DV0066'191 FEET EAST OF A POWER POLE, 1 1/2 FEET EAST OF A METAL WITNESS
 DV0066'POST, ABOUT LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV0066'WHICH PROJECTS 6 INCHES.
 DV0066
 DV0066                          STATION RECOVERY (1981)
 DV0066
 DV0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0066'RECOVERED IN GOOD CONDITION.
 DV0066
 DV0066                          STATION RECOVERY (2005)
 DV0066
 DV0066'RECOVERY NOTE BY MARICOPA CO DOT 2005 (BPD)
 DV0066'FIELD CREW SEARCHED AND DID NOT FIND. NEW DEVELOPMENT IN THE AREA.
 DV0066' 
 DV0066
 DV0066                          STATION RECOVERY (2007)
 DV0066
 DV0066'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0066'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0066'MARK. GREENWAY ROAD HAS BEEN WIDENED AND THE AREA IS NOW A HOUSING
 DV0066'DEVELOPMENT. THE DESCRIBED LOCATION IS UNDER THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0031 ***********************************************************************
 DV0031  DESIGNATION -  R 267
 DV0031  PID         -  DV0031
 DV0031  STATE/COUNTY-  AZ/MARICOPA
 DV0031  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0031
 DV0031                         *CURRENT SURVEY CONTROL
 DV0031  ___________________________________________________________________
 DV0031* NAD 83(1986)-  33 34 09.     (N)    112 05 28.     (W)     SCALED    
 DV0031* NAVD 88     -       376.38   (+/-2cm)    1234.8    (feet)  VERTCON   
 DV0031  ___________________________________________________________________
 DV0031  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0031
 DV0031.The horizontal coordinates were scaled from a topographic map and have
 DV0031.an estimated accuracy of +/- 6 seconds.
 DV0031
 DV0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0031.The vertical order pertains to the NGVD 29 superseded value.
 DV0031
 DV0031.The geoid height was determined by GEOID03.
 DV0031
 DV0031;                    North         East    Units  Estimated Accuracy
 DV0031;SPC AZ C     -   284,890.      197,170.      MT  (+/- 180 meters Scaled)
 DV0031
 DV0031                          SUPERSEDED SURVEY CONTROL
 DV0031
 DV0031  NGVD 29 (??/??/92)  375.839  (m)         1233.07   (f) ADJ UNCH    1 2
 DV0031
 DV0031.Superseded values are not recommended for survey control.
 DV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0031.See file dsdata.txt to determine how the superseded data were derived.
 DV0031
 DV0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC987149(NAD 83)
 DV0031_MARKER: DD = SURVEY DISK
 DV0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0031_SP_SET: CONCRETE STRUCTURE
 DV0031_STAMPING: R 267
 DV0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0031
 DV0031  HISTORY     - Date     Condition        Report By
 DV0031  HISTORY     - UNK      MONUMENTED       BOR
 DV0031  HISTORY     - 1967     GOOD             NGS
 DV0031  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0031  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV0031
 DV0031                          STATION DESCRIPTION
 DV0031
 DV0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0031'2.45 MI SW FROM SUNNYSLOPE.
 DV0031'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0031'SUNNYSLOPE, THENCE 1.85 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 DV0031'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 30, T 3 N, R
 DV0031'3 E, 15 1/2 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, A U.S.
 DV0031'RECLAMATION SERVICE DISK SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 DV0031'CONCRETE STRUCTURE SUPPORTING FLOODGATE NUMBER 1-124, 26 FEET
 DV0031'NORTHEAST AND ACROSS THE DIRT ROAD FROM THE NORTHEAST FENCE CORNER OF
 DV0031'A CHAIN LINK FENCE WHICH ENCLOSES AN IRRIGATION WELL, AND ABOUT 2 FEET
 DV0031'BELOW THE LEVEL OF THE ROAD.
 DV0031
 DV0031                          STATION RECOVERY (1981)
 DV0031
 DV0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0031'BELIEVED DESTROYED BY CONSTRUCTION OF A NEW FLOODGATE.
 DV0031
 DV0031                          STATION RECOVERY (2004)
 DV0031
 DV0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV0031'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1087 ***********************************************************************
 DU1087  DESIGNATION -  R 268
 DU1087  PID         -  DU1087
 DU1087  STATE/COUNTY-  AZ/MARICOPA
 DU1087  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1087
 DU1087                         *CURRENT SURVEY CONTROL
 DU1087  ___________________________________________________________________
 DU1087* NAD 83(1986)-  33 31 37.     (N)    111 52 28.     (W)     SCALED    
 DU1087* NAVD 88     -       391.768  (meters)    1285.33   (feet)  READJUSTED
 DU1087  ___________________________________________________________________
 DU1087  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1087  DYNAMIC HT  -         391.310 (meters)    1283.82  (feet)  COMP
 DU1087  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 DU1087
 DU1087  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1087
 DU1087.The horizontal coordinates were scaled from a topographic map and have
 DU1087.an estimated accuracy of +/- 6 seconds.
 DU1087
 DU1087.The orthometric height was determined by differential leveling
 DU1087.and adjusted in July 2002.
 DU1087.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1087.distribution rate of 0.0 thru 1.0 mm/km.
 DU1087.The height was derived from older observations constrained to new
 DU1087.heights in a crustal motion area.  The height is approximate in
 DU1087.relation to other heights in its vicinity.
 DU1087
 DU1087.The geoid height was determined by GEOID03.
 DU1087
 DU1087.The dynamic height is computed by dividing the NAVD 88
 DU1087.geopotential number by the normal gravity value computed on the
 DU1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1087.degrees latitude (g = 980.6199 gals.).
 DU1087
 DU1087.The modeled gravity was interpolated from observed gravity values.
 DU1087
 DU1087;                    North         East    Units  Estimated Accuracy
 DU1087;SPC AZ C     -   280,190.      217,280.      MT  (+/- 180 meters Scaled)
 DU1087
 DU1087                          SUPERSEDED SURVEY CONTROL
 DU1087
 DU1087  NAVD 88 (04/19/99)  391.751  (m)         1285.27   (f) UNKNOWN     1 2
 DU1087  NAVD 88 (06/15/91)  391.770  (m)         1285.33   (f) UNKNOWN     1 2
 DU1087  NGVD 29 (??/??/92)  391.268  (m)         1283.69   (f) ADJ UNCH    1 2
 DU1087
 DU1087.Superseded values are not recommended for survey control.
 DU1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1087.See file dsdata.txt to determine how the superseded data were derived.
 DU1087
 DU1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC188100(NAD 83)
 DU1087_MARKER: DB = BENCH MARK DISK
 DU1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1087_SP_SET: STRUCTURE
 DU1087_STAMPING: R 268 1948
 DU1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1087
 DU1087  HISTORY     - Date     Condition        Report By
 DU1087  HISTORY     - 1948     MONUMENTED       CGS
 DU1087  HISTORY     - 1967     GOOD             NGS
 DU1087  HISTORY     - 1981     GOOD             NGS
 DU1087  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1087  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1087
 DU1087                          STATION DESCRIPTION
 DU1087
 DU1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1087'6.45 MI NE FROM SCOTTSDALE.
 DU1087'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1087'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 3.35
 DU1087'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1087'ARIZONA CANAL, IN SECTION 7, T 2 N, R 5 E, 130 FEET SOUTH OF THE
 DU1087'CENTER LINE OF THE DIRT ROAD ALONG THE CANAL, 54 FEET WEST OF THE
 DU1087'CENTER LINE OF NORTH DODSON ROAD THAT LEADS SOUTH, SET IN THE TOP OF
 DU1087'THE NORTHWEST CORNER OF A CONCRETE STRUCTURE WHICH DIVERTS WATER INTO
 DU1087'A SMALL CANAL THAT LEADS SOUTH, 96 1/2 FEET NORTHEAST OF AN ELECTRIC
 DU1087'MOTOR FOR AN IRRIGATION WELL, 24 FEET NORTH OF THE WEST END OF THE
 DU1087'NORTH CONCRETE HEAD WALL OF A LARGE BOX CULVERT, 1.6 FEET SOUTH OF A
 DU1087'METAL WITNESS POST, ABOUT LEVEL WITH NORTH DODSON ROAD, AND ABOUT 4
 DU1087'FEET BELOW THE LEVEL OF THE DIRT ROAD ALONG THE CANAL.
 DU1087
 DU1087                          STATION RECOVERY (1981)
 DU1087
 DU1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1087'3.7 KILOMETERS (2.35 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1087'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1087'NORTH END OF THE CONCRETE HEADWALL FOR THE IRRIGATION GATES  ON THE
 DU1087'WEST SIDE OF A SPILLWAY FOR AN IRRIGATION DITCH PARALLELING NORTH
 DU1087'DODSON ROAD, 39.6 METERS (130.0 FEET) SOUTH OF THE CENTERLINE OF THE
 DU1087'SOUTH ARIZONA CANAL ROAD, 16.4 METERS (54.0 FEET) WEST OF THE
 DU1087'CENTERLINE OF NORTH DODSON ROAD, AND 29.4 METERS (96.5 FEET) NORTH-
 DU1087'NORTHEAST OF AN ELECTRIC MOTOR FOR AN IRRIGATION WELL.
 DU1087'THE MARK IS 1 M BELOW THE SOUTH CANAL ROAD.
 DU1087
 DU1087                          STATION RECOVERY (1998)
 DU1087
 DU1087'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1087'MARK NOT FOUND.
 DU1087
 DU1087                          STATION RECOVERY (1999)
 DU1087
 DU1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1087'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0577 ***********************************************************************
 DU0577  DESIGNATION -  R 269
 DU0577  PID         -  DU0577
 DU0577  STATE/COUNTY-  AZ/PINAL
 DU0577  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0577
 DU0577                         *CURRENT SURVEY CONTROL
 DU0577  ___________________________________________________________________
 DU0577* NAD 83(1986)-  33 24 47.     (N)    111 33 05.     (W)     SCALED    
 DU0577* NAVD 88     -       523.42   (+/-2cm)    1717.3    (feet)  VERTCON   
 DU0577  ___________________________________________________________________
 DU0577  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DU0577  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0577
 DU0577.The horizontal coordinates were scaled from a topographic map and have
 DU0577.an estimated accuracy of +/- 6 seconds.
 DU0577
 DU0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0577.The vertical order pertains to the NGVD 29 superseded value.
 DU0577
 DU0577.The geoid height was determined by GEOID03.
 DU0577
 DU0577;                    North         East    Units  Estimated Accuracy
 DU0577;SPC AZ C     -   267,620.      247,330.      MT  (+/- 180 meters Scaled)
 DU0577
 DU0577                          SUPERSEDED SURVEY CONTROL
 DU0577
 DU0577  NGVD 29 (??/??/92)  522.855  (m)         1715.40   (f) ADJ UNCH    1 2
 DU0577
 DU0577.Superseded values are not recommended for survey control.
 DU0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0577.See file dsdata.txt to determine how the superseded data were derived.
 DU0577
 DU0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB487972(NAD 83)
 DU0577_MARKER: DB = BENCH MARK DISK
 DU0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0577_STAMPING: R 269 1948
 DU0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0577+STABILITY: SURFACE MOTION
 DU0577
 DU0577  HISTORY     - Date     Condition        Report By
 DU0577  HISTORY     - 1948     MONUMENTED       CGS
 DU0577  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0577  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU0577
 DU0577                          STATION DESCRIPTION
 DU0577
 DU0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0577'IN APACHE JUNCTION.
 DU0577'AT APACHE JUNCTION, AT THE SOUTHEAST CORNER OF THE APACHE JUNCTION
 DU0577'AIRPORT, ABOUT 350 FEET SOUTH OF THE Y JUNCTION FORMED BY U. S.
 DU0577'HIGHWAY NO. 80 AND STATE HIGHWAY NO. 88, 90.4 FEET SOUTHWEST OF THE
 DU0577'CENTER LINE OF U. S. HIGHWAY NO. 80, 69.0 FEET EAST OF THE SOUTHEAST
 DU0577'CORNER OF THE AIRPORT, 4.0 FEET SOUTHEAST OF A POWER POLE, 2.2 FEET
 DU0577'SOUTHEAST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DU0577'POST PROJECTING 4 INCHES.
 DU0577
 DU0577                          STATION RECOVERY (1981)
 DU0577
 DU0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0577'MARK BELIEVED DESTROYED BY SHOPPING CENTER CONSTRUCTION.
 DU0577
 DU0577                          STATION RECOVERY (2008)
 DU0577
 DU0577'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0577'APPARENTLY DESTROYED BY LAND DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0183 ***********************************************************************
 ES0183  DESIGNATION -  R 27
 ES0183  PID         -  ES0183
 ES0183  STATE/COUNTY-  AZ/COCONINO
 ES0183  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0183
 ES0183                         *CURRENT SURVEY CONTROL
 ES0183  ___________________________________________________________________
 ES0183* NAD 83(1986)-  34 24 46.     (N)    110 59 07.     (W)     SCALED    
 ES0183* NAVD 88     -      2332.411  (meters)    7652.25   (feet)  ADJUSTED  
 ES0183  ___________________________________________________________________
 ES0183  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0183  DYNAMIC HT  -        2328.877 (meters)    7640.66  (feet)  COMP
 ES0183  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 ES0183
 ES0183  VERT ORDER  -  SECOND    CLASS 0
 ES0183
 ES0183.The horizontal coordinates were scaled from a topographic map and have
 ES0183.an estimated accuracy of +/- 6 seconds.
 ES0183
 ES0183.The orthometric height was determined by differential leveling
 ES0183.and adjusted in June 1991.
 ES0183.WARNING-Repeat measurements at this control monument indicate possible
 ES0183.vertical movement.
 ES0183
 ES0183.The geoid height was determined by GEOID03.
 ES0183
 ES0183.The dynamic height is computed by dividing the NAVD 88
 ES0183.geopotential number by the normal gravity value computed on the
 ES0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0183.degrees latitude (g = 980.6199 gals.).
 ES0183
 ES0183.The modeled gravity was interpolated from observed gravity values.
 ES0183
 ES0183;                    North         East    Units  Estimated Accuracy
 ES0183;SPC AZ C     -   378,830.      298,980.      MT  (+/- 180 meters Scaled)
 ES0183
 ES0183                          SUPERSEDED SURVEY CONTROL
 ES0183
 ES0183  NGVD 29 (??/??/92) 2331.348  (m)         7648.76   (f) ADJ UNCH    2 0
 ES0183
 ES0183.Superseded values are not recommended for survey control.
 ES0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0183.See file dsdata.txt to determine how the superseded data were derived.
 ES0183
 ES0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD013079(NAD 83)
 ES0183_MARKER: DD = SURVEY DISK
 ES0183_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ES0183_SP_SET: UNSPEC. ROCK
 ES0183_STAMPING: R-27 1933 EL 7649
 ES0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0183
 ES0183  HISTORY     - Date     Condition        Report By
 ES0183  HISTORY     - 1933     MONUMENTED       USGS
 ES0183  HISTORY     - 1935     GOOD             NGS
 ES0183  HISTORY     - 20050903 GOOD             USPSQD
 ES0183
 ES0183                          STATION DESCRIPTION
 ES0183
 ES0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0183'52.6 MI SW FROM WINSLOW.
 ES0183'2.4 MI N ALONG ROAD TO WINSLOW. 52.6 MI. S.W. OF WINSLOW (UNION OIL
 ES0183'CO. PLANT) 147 FEET S OF A 24 INCH GALV CULVERT,. 36 FEET W OF THE
 ES0183'CENTERLINE OF THE ROAD, 8 FEET E OF A LARGE PINE TREE (PAINTED USBM
 ES0183'7648.4).
 ES0183
 ES0183                          STATION RECOVERY (2005)
 ES0183
 ES0183'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0183'RECOVERED.  ROAD HAS BEEN RELOCATED.  REPLACED LAST SENTENCE OF
 ES0183'DESCRIPTION WITH 30 FEET EAST OF THE CENTERLINE OF THE ROAD, ONE FOOT
 ES0183'WEST OF THE WITNESS POST. STATION LOCATION IS N 34 DEGREES, 24
 ES0183'MINUTES, 46.8 SECONDS W 110 DEGREES, 59 MINUTES. 07.7 SECONDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0004 ***********************************************************************
 ET0004  DESIGNATION -  R 27
 ET0004  PID         -  ET0004
 ET0004  STATE/COUNTY-  AZ/YAVAPAI
 ET0004  USGS QUAD   -  PAULDEN (1979)
 ET0004
 ET0004                         *CURRENT SURVEY CONTROL
 ET0004  ___________________________________________________________________
 ET0004* NAD 83(1986)-  34 56 56.     (N)    112 23 55.     (W)     SCALED    
 ET0004* NAVD 88     -      1428.58   (+/-2cm)    4686.9    (feet)  VERTCON   
 ET0004  ___________________________________________________________________
 ET0004  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 ET0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0004
 ET0004.The horizontal coordinates were scaled from a topographic map and have
 ET0004.an estimated accuracy of +/- 6 seconds.
 ET0004
 ET0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0004.The vertical order pertains to the NGVD 29 superseded value.
 ET0004
 ET0004.The geoid height was determined by GEOID03.
 ET0004
 ET0004;                    North         East    Units  Estimated Accuracy
 ET0004;SPC AZ C     -   438,010.      169,340.      MT  (+/- 180 meters Scaled)
 ET0004
 ET0004                          SUPERSEDED SURVEY CONTROL
 ET0004
 ET0004  NGVD 29 (??/??/92) 1427.761  (m)         4684.25   (f) ADJ UNCH    1 2
 ET0004
 ET0004.Superseded values are not recommended for survey control.
 ET0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0004.See file dsdata.txt to determine how the superseded data were derived.
 ET0004
 ET0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD722682(NAD 83)
 ET0004_MARKER: DB = BENCH MARK DISK
 ET0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0004_STAMPING: 4684.246 R 27 1933
 ET0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0004+STABILITY: SURFACE MOTION
 ET0004
 ET0004  HISTORY     - Date     Condition        Report By
 ET0004  HISTORY     - 1933     MONUMENTED       CGS
 ET0004
 ET0004                          STATION DESCRIPTION
 ET0004
 ET0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0004'2.8 MI S FROM CEDAR GLADE.
 ET0004'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 2.0 MILES SOUTH OF
 ET0004'LIME KILN, 300 FEET SOUTHWEST OF MILEPOST 24, AT SOUTH END OF FILL, 85
 ET0004'FEET WEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0402 ***********************************************************************
 DU0402  DESIGNATION -  R 270
 DU0402  PID         -  DU0402
 DU0402  STATE/COUNTY-  AZ/MARICOPA
 DU0402  USGS QUAD   -  PINYON MOUNTAIN (1978)
 DU0402
 DU0402                         *CURRENT SURVEY CONTROL
 DU0402  ___________________________________________________________________
 DU0402* NAD 83(1986)-  33 37 24.     (N)    111 11 43.     (W)     SCALED    
 DU0402* NAVD 88     -       628.662  (meters)    2062.54   (feet)  ADJUSTED  
 DU0402  ___________________________________________________________________
 DU0402  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DU0402  DYNAMIC HT  -         627.865 (meters)    2059.92  (feet)  COMP
 DU0402  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 DU0402
 DU0402  VERT ORDER  -  FIRST     CLASS II
 DU0402
 DU0402.The horizontal coordinates were scaled from a topographic map and have
 DU0402.an estimated accuracy of +/- 6 seconds.
 DU0402
 DU0402.The orthometric height was determined by differential leveling
 DU0402.and adjusted in June 1991.
 DU0402
 DU0402.The geoid height was determined by GEOID03.
 DU0402
 DU0402.The dynamic height is computed by dividing the NAVD 88
 DU0402.geopotential number by the normal gravity value computed on the
 DU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0402.degrees latitude (g = 980.6199 gals.).
 DU0402
 DU0402.The modeled gravity was interpolated from observed gravity values.
 DU0402
 DU0402;                    North         East    Units  Estimated Accuracy
 DU0402;SPC AZ C     -   291,110.      280,290.      MT  (+/- 180 meters Scaled)
 DU0402
 DU0402                          SUPERSEDED SURVEY CONTROL
 DU0402
 DU0402  NGVD 29 (??/??/92)  628.066  (m)         2060.58   (f) ADJ UNCH    1 2
 DU0402
 DU0402.Superseded values are not recommended for survey control.
 DU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0402.See file dsdata.txt to determine how the superseded data were derived.
 DU0402
 DU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC818204(NAD 83)
 DU0402_MARKER: DB = BENCH MARK DISK
 DU0402_SETTING: 80 = SET IN A BOULDER
 DU0402_SP_SET: BOULDER
 DU0402_STAMPING: R 270 1948
 DU0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0402+STABILITY: SURFACE MOTION
 DU0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0402+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU0402
 DU0402  HISTORY     - Date     Condition        Report By
 DU0402  HISTORY     - 1948     MONUMENTED       CGS
 DU0402  HISTORY     - 1980     GOOD             NGS
 DU0402  HISTORY     - 20071122 GOOD             GEOCAC
 DU0402
 DU0402                          STATION DESCRIPTION
 DU0402
 DU0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0402'7.8 MI SW FROM ROOSEVELT.
 DU0402'7.8 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 200 FEET
 DU0402'NORTH OF MILE POST 236, 150 FEET SOUTHEAST OF A WASH WITH A CONCRETE
 DU0402'HEADWALL, 104.0 EAST OF CENTER LINE OF HIGHWAY, 63.5 EAST OF A DIRT
 DU0402'RETAINING WALL FOR FLOOD CONTROL, ABOUT 6.0 FEET ABOVE THE HIGHWAY,
 DU0402'ALONG STRAIGHT-WAY IN SOUTH SIDE OF FLAT, SET IN TOP OF A ROUND TOP
 DU0402'GRANITE BOULDER PROJECTING ABOUT 2.5 FEET ABOVE THE GROUND.
 DU0402
 DU0402                          STATION RECOVERY (1980)
 DU0402
 DU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0402'8.8 KM (5.5 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0402'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, 0.3 KM (0.2 MI)
 DU0402'SOUTH OF THE T JUNCTION OF THE BURNT CORRAL CAMPGROUND ROAD, IN
 DU0402'TOP OF A 1.8 X 1.5 METER (6 X 5 FT) EMBEDDED GRANITE BOULDER, 60.9
 DU0402'METERS (200 FT) NORTHEAST OF HIGHWAY MILEPOST 236, 31.7 METERS (104
 DU0402'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 45.7 METERS (150 FT) SOUTH
 DU0402'OF A PROMINENT DRY WASH, 19.5 METERS (64.0 FT) EAST OF A DIRT
 DU0402'FLOOD-CONTROL RETAINING WALL.
 DU0402
 DU0402                          STATION RECOVERY (2007)
 DU0402
 DU0402'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0386 ***********************************************************************
 DV0386  DESIGNATION -  R 271
 DV0386  PID         -  DV0386
 DV0386  STATE/COUNTY-  AZ/MARICOPA
 DV0386  USGS QUAD   -  LAVEEN (1973)
 DV0386
 DV0386                         *CURRENT SURVEY CONTROL
 DV0386  ___________________________________________________________________
 DV0386* NAD 83(1986)-  33 20 28.     (N)    112 10 10.     (W)     SCALED    
 DV0386* NAVD 88     -       321.34   (+/-2cm)    1054.3    (feet)  VERTCON   
 DV0386  ___________________________________________________________________
 DV0386  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0386
 DV0386.The horizontal coordinates were scaled from a topographic map and have
 DV0386.an estimated accuracy of +/- 6 seconds.
 DV0386
 DV0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0386.The vertical order pertains to the NGVD 29 superseded value.
 DV0386
 DV0386.The geoid height was determined by GEOID03.
 DV0386
 DV0386;                    North         East    Units  Estimated Accuracy
 DV0386;SPC AZ C     -   259,610.      189,830.      MT  (+/- 180 meters Scaled)
 DV0386
 DV0386                          SUPERSEDED SURVEY CONTROL
 DV0386
 DV0386  NGVD 29 (??/??/92)  320.717  (m)         1052.22   (f) ADJ UNCH    2 0
 DV0386
 DV0386.Superseded values are not recommended for survey control.
 DV0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0386.See file dsdata.txt to determine how the superseded data were derived.
 DV0386
 DV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911897(NAD 83)
 DV0386_MARKER: DB = BENCH MARK DISK
 DV0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0386_SP_SET: CULVERT
 DV0386_STAMPING: R 271 1948
 DV0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0386
 DV0386  HISTORY     - Date     Condition        Report By
 DV0386  HISTORY     - 1948     MONUMENTED       CGS
 DV0386  HISTORY     - 1963     GOOD             NGS
 DV0386  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0386  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0386
 DV0386                          STATION DESCRIPTION
 DV0386
 DV0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0386'4.5 MI N FROM KOMATKE.
 DV0386'4.5 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 68.5 FEET SOUTHEAST OF
 DV0386'A WATER PUMP OVER A WELL, 29.6 FEET EAST OF A CONCRETE HEADGATE, 28.7
 DV0386'FEET NORTH OF THE CENTER LINE OF CARVER ROAD, 14.2 FEET WEST OF THE
 DV0386'CENTER LINE OF LATERAL 17, 1.2 FEET ABOVE THE LEVEL OF THE ROAD, SET
 DV0386'IN THE TOP OF THE WEST HEADWALL OF A CONCRETE CULVERT IN THE ROAD.
 DV0386
 DV0386                          STATION RECOVERY (1963)
 DV0386
 DV0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0386'RECOVERED IN GOOD CONDITION.
 DV0386
 DV0386                          STATION RECOVERY (1994)
 DV0386
 DV0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0386'MARK NOT FOUND.
 DV0386
 DV0386                          STATION RECOVERY (2007)
 DV0386
 DV0386'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0386'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0386'MARK.
 DV0386'THE ROAD IS MUCH WIDER THAN 28 FT. IT IS ABOUT 60 FT INCLUDING THE
 DV0386'GRADED SHOULDERS. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0416 ***********************************************************************
 DV0416  DESIGNATION -  R 272
 DV0416  PID         -  DV0416
 DV0416  STATE/COUNTY-  AZ/MARICOPA
 DV0416  USGS QUAD   -  LONE BUTTE (1973)
 DV0416
 DV0416                         *CURRENT SURVEY CONTROL
 DV0416  ___________________________________________________________________
 DV0416* NAD 83(1986)-  33 19 50.     (N)    112 06 16.     (W)     SCALED    
 DV0416* NAVD 88     -       481.61   (+/-2cm)    1580.1    (feet)  VERTCON   
 DV0416  ___________________________________________________________________
 DV0416  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0416
 DV0416.The horizontal coordinates were scaled from a topographic map and have
 DV0416.an estimated accuracy of +/- 6 seconds.
 DV0416
 DV0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0416.The vertical order pertains to the NGVD 29 superseded value.
 DV0416
 DV0416.The geoid height was determined by GEOID03.
 DV0416
 DV0416;                    North         East    Units  Estimated Accuracy
 DV0416;SPC AZ C     -   258,430.      195,880.      MT  (+/- 180 meters Scaled)
 DV0416
 DV0416                          SUPERSEDED SURVEY CONTROL
 DV0416
 DV0416  NGVD 29 (??/??/92)  480.982  (m)         1578.02   (f) ADJ UNCH    2 0
 DV0416
 DV0416.Superseded values are not recommended for survey control.
 DV0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0416.See file dsdata.txt to determine how the superseded data were derived.
 DV0416
 DV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB972884(NAD 83)
 DV0416_MARKER: DB = BENCH MARK DISK
 DV0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0416_STAMPING: R 272 1948
 DV0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0416+STABILITY: SURFACE MOTION
 DV0416
 DV0416  HISTORY     - Date     Condition        Report By
 DV0416  HISTORY     - 1948     MONUMENTED       CGS
 DV0416  HISTORY     - 20070115 MARK NOT FOUND   GEOCAC
 DV0416
 DV0416                          STATION DESCRIPTION
 DV0416
 DV0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0416'9.3 MI S FROM PHOENIX.
 DV0416'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0416'PHOENIX, THENCE 3.1 MILES SOUTHWEST ALONG THE MAIN ROAD THRU SOUTH MT.
 DV0416'PARK, THENCE 0.4 MILE WEST ALONG THE SAN JUAN PICNIC AREA ROAD, 31.8
 DV0416'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 62 FEET NORTHWEST OF THE
 DV0416'BANK OF A LARGE WASH, 3.0 FEET ABOVE THE SURFACE OF THE ROAD, SET IN
 DV0416'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE SURFACE OF
 DV0416'THE GROUND.
 DV0416
 DV0416                          STATION RECOVERY (2007)
 DV0416
 DV0416'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0401 ***********************************************************************
 DV0401  DESIGNATION -  R 274
 DV0401  PID         -  DV0401
 DV0401  STATE/COUNTY-  AZ/PINAL
 DV0401  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0401
 DV0401                         *CURRENT SURVEY CONTROL
 DV0401  ___________________________________________________________________
 DV0401* NAD 83(1986)-  33 08 41.     (N)    112 08 32.     (W)     SCALED    
 DV0401* NAVD 88     -       371.57   (+/-2cm)    1219.1    (feet)  VERTCON   
 DV0401  ___________________________________________________________________
 DV0401  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0401
 DV0401.The horizontal coordinates were scaled from a topographic map and have
 DV0401.an estimated accuracy of +/- 6 seconds.
 DV0401
 DV0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0401.The vertical order pertains to the NGVD 29 superseded value.
 DV0401
 DV0401.The geoid height was determined by GEOID03.
 DV0401
 DV0401;                    North         East    Units  Estimated Accuracy
 DV0401;SPC AZ C     -   237,820.      192,320.      MT  (+/- 180 meters Scaled)
 DV0401
 DV0401                          SUPERSEDED SURVEY CONTROL
 DV0401
 DV0401  NGVD 29 (??/??/92)  371.004  (m)         1217.20   (f) ADJ UNCH    2 0
 DV0401
 DV0401.Superseded values are not recommended for survey control.
 DV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0401.See file dsdata.txt to determine how the superseded data were derived.
 DV0401
 DV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB934679(NAD 83)
 DV0401_MARKER: DB = BENCH MARK DISK
 DV0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0401_STAMPING: R 274 1948
 DV0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0401+STABILITY: SURFACE MOTION
 DV0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0401+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0401
 DV0401  HISTORY     - Date     Condition        Report By
 DV0401  HISTORY     - 1948     MONUMENTED       CGS
 DV0401  HISTORY     - 20071223 GOOD             GEOCAC
 DV0401
 DV0401                          STATION DESCRIPTION
 DV0401
 DV0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0401'10.2 MI S FROM KOMATKE.
 DV0401'10.2 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 64.5 FEET
 DV0401'WEST OF THE CENTER LINE OF THE ROAD, 46.0 FEET NORTH OF A SMALL WASH,
 DV0401'1.5 FEET ABOVE THE LEVEL OF THE ROAD, 3.2 FEET WEST OF A WHITE WOODEN
 DV0401'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 DV0401'ABOVE THE GROUND.
 DV0401
 DV0401                          STATION RECOVERY (2007)
 DV0401
 DV0401'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0353 ***********************************************************************
 DV0353  DESIGNATION -  R 275
 DV0353  PID         -  DV0353
 DV0353  STATE/COUNTY-  AZ/PINAL
 DV0353  USGS QUAD   -  PIMA BUTTE (1967)
 DV0353
 DV0353                         *CURRENT SURVEY CONTROL
 DV0353  ___________________________________________________________________
 DV0353* NAD 83(1986)-  33 08 54.     (N)    112 00 24.     (W)     SCALED    
 DV0353* NAVD 88     -       345.33   (+/-2cm)    1133.0    (feet)  VERTCON   
 DV0353  ___________________________________________________________________
 DV0353  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0353
 DV0353.The horizontal coordinates were scaled from a topographic map and have
 DV0353.an estimated accuracy of +/- 6 seconds.
 DV0353
 DV0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0353.The vertical order pertains to the NGVD 29 superseded value.
 DV0353
 DV0353.The geoid height was determined by GEOID03.
 DV0353
 DV0353;                    North         East    Units  Estimated Accuracy
 DV0353;SPC AZ C     -   238,210.      204,960.      MT  (+/- 180 meters Scaled)
 DV0353
 DV0353                          SUPERSEDED SURVEY CONTROL
 DV0353
 DV0353  NGVD 29 (??/??/92)  344.826  (m)         1131.32   (f) ADJ UNCH    2 0
 DV0353
 DV0353.Superseded values are not recommended for survey control.
 DV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0353.See file dsdata.txt to determine how the superseded data were derived.
 DV0353
 DV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB061681(NAD 83)
 DV0353_MARKER: DB = BENCH MARK DISK
 DV0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0353_STAMPING: R 275 1948
 DV0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0353+STABILITY: SURFACE MOTION
 DV0353
 DV0353  HISTORY     - Date     Condition        Report By
 DV0353  HISTORY     - 1948     MONUMENTED       CGS
 DV0353  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0353  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0353
 DV0353                          STATION DESCRIPTION
 DV0353
 DV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0353'6.8 MI N FROM MARICOPA.
 DV0353'6.8 MILES NORTH ALONG THE OLD SOUTHERN PACIFIC CO. RAILROAD BED FROM
 DV0353'THE POST OFFICE AT MARICOPA, 91.0 FEET NORTH OF THE CENTER LINE OF THE
 DV0353'SACATE ROAD, 46.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.8 FEET
 DV0353'NORTH OF A TELEPHONE POLE, IN LINE WITH THE POLES, 4.0 FEET BELOW THE
 DV0353'LEVEL OF THE ROAD, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET
 DV0353'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE LEVEL OF
 DV0353'THE GROUND.
 DV0353
 DV0353                          STATION RECOVERY (1994)
 DV0353
 DV0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0353'MARK NOT FOUND.
 DV0353
 DV0353                          STATION RECOVERY (2007)
 DV0353
 DV0353'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0353'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DV0353'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0824 ***********************************************************************
 DU0824  DESIGNATION -  R 276
 DU0824  PID         -  DU0824
 DU0824  STATE/COUNTY-  AZ/PINAL
 DU0824  USGS QUAD   -  GILA BUTTE (1981)
 DU0824
 DU0824                         *CURRENT SURVEY CONTROL
 DU0824  ___________________________________________________________________
 DU0824* NAD 83(1986)-  33 10 46.     (N)    111 51 52.     (W)     SCALED    
 DU0824* NAVD 88     -       366.14   (+/-2cm)    1201.2    (feet)  VERTCON   
 DU0824  ___________________________________________________________________
 DU0824  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0824
 DU0824.The horizontal coordinates were scaled from a topographic map and have
 DU0824.an estimated accuracy of +/- 6 seconds.
 DU0824
 DU0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0824.The vertical order pertains to the NGVD 29 superseded value.
 DU0824
 DU0824.The geoid height was determined by GEOID03.
 DU0824
 DU0824;                    North         East    Units  Estimated Accuracy
 DU0824;SPC AZ C     -   241,650.      218,230.      MT  (+/- 180 meters Scaled)
 DU0824
 DU0824                          SUPERSEDED SURVEY CONTROL
 DU0824
 DU0824  NGVD 29 (??/??/92)  365.648  (m)         1199.63   (f) ADJ UNCH    2 0
 DU0824
 DU0824.Superseded values are not recommended for survey control.
 DU0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0824.See file dsdata.txt to determine how the superseded data were derived.
 DU0824
 DU0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194715(NAD 83)
 DU0824_MARKER: DB = BENCH MARK DISK
 DU0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0824_STAMPING: R 276 1948
 DU0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0824+STABILITY: SURFACE MOTION
 DU0824
 DU0824  HISTORY     - Date     Condition        Report By
 DU0824  HISTORY     - 1948     MONUMENTED       CGS
 DU0824  HISTORY     - 1962     GOOD             NGS
 DU0824
 DU0824                          STATION DESCRIPTION
 DU0824
 DU0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0824'5.3 MI N FROM CASA BLANCA.
 DU0824'0.5 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0824'THENCE 2.0 MILES NORTH ALONG THE ADAMS ROAD, THENCE 1.6 MILES
 DU0824'NORTHEAST ALONG A DIM TRACK ROAD TO A Y INTERSECTION, THENCE 1.2 MILES
 DU0824'NORTH ALONG A DIM TRACK ROAD, 13.4 FEET SOUTHEAST OF THE CENTER LINE
 DU0824'OF THE ROAD, 10.4 FEET SOUTH OF A LARGE SAHUARO CACTUS, IN A LARGE
 DU0824'OPEN AREA WITH A SMALL BRUSH COVERED KNOLL IN IT, SET IN THE TOP OF A
 DU0824'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DU0824
 DU0824                          STATION RECOVERY (1962)
 DU0824
 DU0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0975 ***********************************************************************
 CZ0975  DESIGNATION -  R 277
 CZ0975  PID         -  CZ0975
 CZ0975  STATE/COUNTY-  AZ/PINAL
 CZ0975  USGS QUAD   -  STANFIELD (1992)
 CZ0975
 CZ0975                         *CURRENT SURVEY CONTROL
 CZ0975  ___________________________________________________________________
 CZ0975* NAD 83(1986)-  32 57 08.     (N)    111 52 47.     (W)     SCALED    
 CZ0975* NAVD 88     -       406.471  (meters)    1333.56   (feet)  ADJUSTED  
 CZ0975  ___________________________________________________________________
 CZ0975  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ0975  DYNAMIC HT  -         405.978 (meters)    1331.95  (feet)  COMP
 CZ0975  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 CZ0975  OBS GRAVITY -     979,412.3   (mgal)                       GRAV_OBS
 CZ0975
 CZ0975  VERT ORDER  -  FIRST     CLASS II
 CZ0975
 CZ0975.The horizontal coordinates were scaled from a topographic map and have
 CZ0975.an estimated accuracy of +/- 6 seconds.
 CZ0975
 CZ0975.The orthometric height was determined by differential leveling
 CZ0975.and adjusted in June 1991.
 CZ0975
 CZ0975.The geoid height was determined by GEOID03.
 CZ0975
 CZ0975.The dynamic height is computed by dividing the NAVD 88
 CZ0975.geopotential number by the normal gravity value computed on the
 CZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0975.degrees latitude (g = 980.6199 gals.).
 CZ0975
 CZ0975.The modeled gravity was interpolated from observed gravity values.
 CZ0975.The observed gravity was obtained from relative gravimeter ties
 CZ0975.to the IGSN71 gravity network.
 CZ0975
 CZ0975;                    North         East    Units  Estimated Accuracy
 CZ0975;SPC AZ C     -   216,450.      216,810.      MT  (+/- 180 meters Scaled)
 CZ0975
 CZ0975                          SUPERSEDED SURVEY CONTROL
 CZ0975
 CZ0975  NGVD 29 (??/??/92)  405.878  (m)         1331.62   (f) ADJ UNCH    1 2
 CZ0975
 CZ0975.Superseded values are not recommended for survey control.
 CZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0975.See file dsdata.txt to determine how the superseded data were derived.
 CZ0975
 CZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB177463(NAD 83)
 CZ0975_MARKER: DB = BENCH MARK DISK
 CZ0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0975_SP_SET: PIER
 CZ0975_STAMPING: R 277 1948
 CZ0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0975+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 CZ0975
 CZ0975  HISTORY     - Date     Condition        Report By
 CZ0975  HISTORY     - 1948     MONUMENTED       CGS
 CZ0975  HISTORY     - 1967     GOOD             NGS
 CZ0975  HISTORY     - 1980     GOOD             NGS
 CZ0975  HISTORY     - 1980     GOOD             NGS
 CZ0975  HISTORY     - 20061101 GOOD             GEOCAC
 CZ0975
 CZ0975                          STATION DESCRIPTION
 CZ0975
 CZ0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0975'9.2 MI NW FROM CASA GRANDE.
 CZ0975'ABOUT 9.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0975'STATION AT CASA GRANDE, IN S 30, T 5 S, R 5 E, 3 1/2 POLES NORTHWEST
 CZ0975'OF MILEPOST 910, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 CZ0975'SET IN THE TOP OF THE SOUTHWEST END OF THE CENTER CONCRETE PIER OF
 CZ0975'RAILROAD BRIDGE NUMBER 909.89, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 CZ0975'TRACKS.
 CZ0975
 CZ0975                          STATION RECOVERY (1980)
 CZ0975
 CZ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0975'RECOVERED IN GOOD CONDITION.
 CZ0975
 CZ0975                          STATION RECOVERY (1980)
 CZ0975
 CZ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0975'RECOVERED IN GOOD CONDITION.
 CZ0975
 CZ0975                          STATION RECOVERY (2006)
 CZ0975
 CZ0975'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0312 ***********************************************************************
 DV0312  DESIGNATION -  R 279
 DV0312  PID         -  DV0312
 DV0312  STATE/COUNTY-  AZ/MARICOPA
 DV0312  USGS QUAD   -  ENID (1978)
 DV0312
 DV0312                         *CURRENT SURVEY CONTROL
 DV0312  ___________________________________________________________________
 DV0312* NAD 83(1986)-  33 04 08.     (N)    112 13 02.     (W)     SCALED    
 DV0312* NAVD 88     -       394.668  (meters)    1294.84   (feet)  ADJUSTED  
 DV0312  ___________________________________________________________________
 DV0312  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DV0312  DYNAMIC HT  -         394.195 (meters)    1293.29  (feet)  COMP
 DV0312  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 DV0312
 DV0312  VERT ORDER  -  FIRST     CLASS II
 DV0312
 DV0312.The horizontal coordinates were scaled from a topographic map and have
 DV0312.an estimated accuracy of +/- 6 seconds.
 DV0312
 DV0312.The orthometric height was determined by differential leveling
 DV0312.and adjusted in June 1991.
 DV0312
 DV0312.The geoid height was determined by GEOID03.
 DV0312
 DV0312.The dynamic height is computed by dividing the NAVD 88
 DV0312.geopotential number by the normal gravity value computed on the
 DV0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0312.degrees latitude (g = 980.6199 gals.).
 DV0312
 DV0312.The modeled gravity was interpolated from observed gravity values.
 DV0312
 DV0312;                    North         East    Units  Estimated Accuracy
 DV0312;SPC AZ C     -   229,430.      185,300.      MT  (+/- 180 meters Scaled)
 DV0312
 DV0312                          SUPERSEDED SURVEY CONTROL
 DV0312
 DV0312  NGVD 29 (??/??/92)  394.070  (m)         1292.88   (f) ADJ UNCH    1 2
 DV0312
 DV0312.Superseded values are not recommended for survey control.
 DV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0312.See file dsdata.txt to determine how the superseded data were derived.
 DV0312
 DV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB863595(NAD 83)
 DV0312_MARKER: DB = BENCH MARK DISK
 DV0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0312_STAMPING: R 279 1948
 DV0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0312+STABILITY: SURFACE MOTION
 DV0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0312+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0312
 DV0312  HISTORY     - Date     Condition        Report By
 DV0312  HISTORY     - 1948     MONUMENTED       CGS
 DV0312  HISTORY     - 1967     GOOD             NGS
 DV0312  HISTORY     - 1980     GOOD             NGS
 DV0312  HISTORY     - 1980     GOOD             NGS
 DV0312  HISTORY     - 20070321 GOOD             GEOCAC
 DV0312
 DV0312                          STATION DESCRIPTION
 DV0312
 DV0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0312'3.3 MI E FROM MOBILE.
 DV0312'ABOUT 3.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0312'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 24, T 4 S, R 1 E, 0.6 MILE
 DV0312'EAST OF MILEPOST 887, 39 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DV0312'TRACK, 97 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 33 FEET
 DV0312'NORTHWEST OF SEMAPHORE NUMBER 8877, 7 FEET WEST OF A TELEPHONE POLE,
 DV0312'IN LINE WITH A ROW OF POLES, 1.0 FOOT EAST OF A METAL WITNESS POST,
 DV0312'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 DV0312'CONCRETE POST PROJECTING 6 INCHES.
 DV0312
 DV0312                          STATION RECOVERY (1980)
 DV0312
 DV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0312'RECOVERED IN GOOD CONDITION.
 DV0312
 DV0312                          STATION RECOVERY (1980)
 DV0312
 DV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0312'RECOVERED IN GOOD CONDITION.
 DV0312
 DV0312                          STATION RECOVERY (2007)
 DV0312
 DV0312'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0312'RECOVERED AS DESCRIBED, EXCEPT THAT THE POLES HAVE BEEN CUT DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0080 ***********************************************************************
 ET0080  DESIGNATION -  R 28
 ET0080  PID         -  ET0080
 ET0080  STATE/COUNTY-  AZ/YAVAPAI
 ET0080  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0080
 ET0080                         *CURRENT SURVEY CONTROL
 ET0080  ___________________________________________________________________
 ET0080* NAD 83(1986)-  34 42 29.     (N)    112 08 56.     (W)     SCALED    
 ET0080* NAVD 88     -      2141.189  (meters)    7024.88   (feet)  POSTED    
 ET0080  ___________________________________________________________________
 ET0080  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 ET0080  DYNAMIC HT  -        2138.130 (meters)    7014.85  (feet)  COMP
 ET0080  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 ET0080
 ET0080  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0080
 ET0080.The horizontal coordinates were scaled from a topographic map and have
 ET0080.an estimated accuracy of +/- 6 seconds.
 ET0080
 ET0080.The orthometric height was determined by differential leveling
 ET0080.and adjusted in November 2005.
 ET0080.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0080.rate of 1.1 thru 2.0 mm/km.
 ET0080
 ET0080.The geoid height was determined by GEOID03.
 ET0080
 ET0080.The dynamic height is computed by dividing the NAVD 88
 ET0080.geopotential number by the normal gravity value computed on the
 ET0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0080.degrees latitude (g = 980.6199 gals.).
 ET0080
 ET0080.The modeled gravity was interpolated from observed gravity values.
 ET0080
 ET0080;                    North         East    Units  Estimated Accuracy
 ET0080;SPC AZ C     -   411,210.      192,090.      MT  (+/- 180 meters Scaled)
 ET0080
 ET0080                          SUPERSEDED SURVEY CONTROL
 ET0080
 ET0080  NGVD 29 (??/??/92) 2140.245  (m)         7021.79   (f) ADJ UNCH    1 2
 ET0080
 ET0080.Superseded values are not recommended for survey control.
 ET0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0080.See file dsdata.txt to determine how the superseded data were derived.
 ET0080
 ET0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD947412(NAD 83)
 ET0080_MARKER: DB = BENCH MARK DISK
 ET0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0080_STAMPING: 7021.767 R 28 1933
 ET0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0080+STABILITY: SURFACE MOTION
 ET0080
 ET0080  HISTORY     - Date     Condition        Report By
 ET0080  HISTORY     - 1933     MONUMENTED       CGS
 ET0080
 ET0080                          STATION DESCRIPTION
 ET0080
 ET0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0080'7.7 MI SW FROM JEROME.
 ET0080'CONCRETE POST, AT MINGUS MOUNTAIN BASE, 250 FEET NORTH OF GRADE
 ET0080'SUMMIT, 200 FEET NORTH OF STONE WORK SERVICE STATION, 135 FEET EAST OF
 ET0080'HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0179 ***********************************************************************
 ES0179  DESIGNATION -  R 28
 ES0179  PID         -  ES0179
 ES0179  STATE/COUNTY-  AZ/COCONINO
 ES0179  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0179
 ES0179                         *CURRENT SURVEY CONTROL
 ES0179  ___________________________________________________________________
 ES0179* NAD 83(1986)-  34 26 10.     (N)    110 57 59.     (W)     SCALED    
 ES0179* NAVD 88     -      2296.279  (meters)    7533.71   (feet)  ADJUSTED  
 ES0179  ___________________________________________________________________
 ES0179  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ES0179  DYNAMIC HT  -        2292.831 (meters)    7522.40  (feet)  COMP
 ES0179  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 ES0179
 ES0179  VERT ORDER  -  SECOND    CLASS 0
 ES0179
 ES0179.The horizontal coordinates were scaled from a topographic map and have
 ES0179.an estimated accuracy of +/- 6 seconds.
 ES0179
 ES0179.The orthometric height was determined by differential leveling
 ES0179.and adjusted in June 1991.
 ES0179
 ES0179.The geoid height was determined by GEOID03.
 ES0179
 ES0179.The dynamic height is computed by dividing the NAVD 88
 ES0179.geopotential number by the normal gravity value computed on the
 ES0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0179.degrees latitude (g = 980.6199 gals.).
 ES0179
 ES0179.The modeled gravity was interpolated from observed gravity values.
 ES0179
 ES0179;                    North         East    Units  Estimated Accuracy
 ES0179;SPC AZ C     -   381,440.      300,690.      MT  (+/- 180 meters Scaled)
 ES0179
 ES0179                          SUPERSEDED SURVEY CONTROL
 ES0179
 ES0179  NGVD 29 (??/??/92) 2295.243  (m)         7530.31   (f) ADJ UNCH    2 0
 ES0179
 ES0179.Superseded values are not recommended for survey control.
 ES0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0179.See file dsdata.txt to determine how the superseded data were derived.
 ES0179
 ES0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD030105(NAD 83)
 ES0179_MARKER: DD = SURVEY DISK
 ES0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0179_SP_SET: SANDSTONE POST
 ES0179_STAMPING: R-28 7530 1933
 ES0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0179+STABILITY: SURFACE MOTION
 ES0179
 ES0179  HISTORY     - Date     Condition        Report By
 ES0179  HISTORY     - 1933     MONUMENTED       USGS
 ES0179  HISTORY     - 1939     GOOD             NGS
 ES0179
 ES0179                          STATION DESCRIPTION
 ES0179
 ES0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ES0179'50.6 MI S FROM WINSLOW.
 ES0179'LOCATED ALONG THE PROMOTORY TOWER TO WINSLOW ROAD, ABOUT 50.6 MILES
 ES0179'SOUTH OF WINSLOW, ABOUT 8.6 MILES SOUTH OF WALLACE RANGER STA. ROAD
 ES0179'JCT., 40 FEET WEST OF CENTERLINE OF ROAD, 16 FEET EAST OF PINE TREE
 ES0179'WITH U.S.B.M. 7529.9 PAINTED ON EAST SIDE OF TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0511 ***********************************************************************
 ES0511  DESIGNATION -  R 28
 ES0511  PID         -  ES0511
 ES0511  STATE/COUNTY-  AZ/COCONINO
 ES0511  USGS QUAD   -  MUNDS PARK (1974)
 ES0511
 ES0511                         *CURRENT SURVEY CONTROL
 ES0511  ___________________________________________________________________
 ES0511* NAD 83(1986)-  34 58 45.     (N)    111 44 45.     (W)     SCALED    
 ES0511* NAVD 88     -      1602.757  (meters)    5258.38   (feet)  ADJUSTED  
 ES0511  ___________________________________________________________________
 ES0511  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 ES0511  DYNAMIC HT  -        1600.610 (meters)    5251.33  (feet)  COMP
 ES0511  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 ES0511
 ES0511  VERT ORDER  -  FIRST     CLASS II
 ES0511
 ES0511.The horizontal coordinates were scaled from a topographic map and have
 ES0511.an estimated accuracy of +/- 6 seconds.
 ES0511
 ES0511.The orthometric height was determined by differential leveling
 ES0511.and adjusted in June 1991.
 ES0511
 ES0511.The geoid height was determined by GEOID03.
 ES0511
 ES0511.The dynamic height is computed by dividing the NAVD 88
 ES0511.geopotential number by the normal gravity value computed on the
 ES0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0511.degrees latitude (g = 980.6199 gals.).
 ES0511
 ES0511.The modeled gravity was interpolated from observed gravity values.
 ES0511
 ES0511;                    North         East    Units  Estimated Accuracy
 ES0511;SPC AZ C     -   441,280.      228,960.      MT  (+/- 180 meters Scaled)
 ES0511
 ES0511                          SUPERSEDED SURVEY CONTROL
 ES0511
 ES0511  NGVD 29 (??/??/92) 1601.877  (m)         5255.49   (f) ADJ UNCH    1 2
 ES0511
 ES0511.Superseded values are not recommended for survey control.
 ES0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0511.See file dsdata.txt to determine how the superseded data were derived.
 ES0511
 ES0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD319709(NAD 83)
 ES0511_MARKER: DD = SURVEY DISK
 ES0511_SETTING: 80 = SET IN A BOULDER
 ES0511_SP_SET: BOULDER
 ES0511_MARK LOGO: USGS  
 ES0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0511+STABILITY: SURFACE MOTION
 ES0511
 ES0511  HISTORY     - Date     Condition        Report By
 ES0511  HISTORY     - 1931     MONUMENTED       USGS
 ES0511  HISTORY     - 1933     GOOD             NGS
 ES0511  HISTORY     - 1982     GOOD             NGS
 ES0511  HISTORY     - 19950713 GOOD             USPSQD
 ES0511
 ES0511                          STATION DESCRIPTION
 ES0511
 ES0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0511'10.3 MI N FROM SEDONA.
 ES0511'AT SIDE OF HIGHWAY, 2.6 MILES NORTH OF OAK CREEK HIGHWAY BRIDGE, 0.15
 ES0511'MILES SOUTHEAST OF CONCRETE HIGHWAY BRIDGE OVER TRIBUTARY TO OAK CREEK
 ES0511'FROM NORTHEAST, IN NORTH END OF CAMP GROUNDS, 75 FEET EAST OF HIGHWAY
 ES0511'CENTER-LINE, ON TOP OF LARGE BOULDER PAINTED WHITE U.S.B.M. 5254.6
 ES0511
 ES0511                          STATION RECOVERY (1982)
 ES0511
 ES0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0511'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0511'15.6 KM (9.7 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0511'OFFICE IN SEDONA, IN TOP OF A 5 BY 10 FOOT BOULDER IN THE LANDSCAPED
 ES0511'YARD OF DON HOELS CABINS, 18.2 METERS (60.0 FT) EAST OF THE HIGHWAY
 ES0511'CENTERLINE, 21.0 METERS (69.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 ES0511'STORE, 8.2 METERS (27.0 FT) NORTH OF THE NORTHWEST CORNER OF A HOUSE.
 ES0511'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0511
 ES0511                          STATION RECOVERY (1995)
 ES0511
 ES0511'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0710 ***********************************************************************
 ET0710  DESIGNATION -  R 280
 ET0710  PID         -  ET0710
 ET0710  STATE/COUNTY-  AZ/LA PAZ
 ET0710  USGS QUAD   -  POWERLINE WELL (1990)
 ET0710
 ET0710                         *CURRENT SURVEY CONTROL
 ET0710  ___________________________________________________________________
 ET0710* NAD 83(1986)-  34 05 13.     (N)    113 53 19.     (W)     SCALED    
 ET0710* NAVD 88     -       464.11   (+/-2cm)    1522.7    (feet)  VERTCON   
 ET0710  ___________________________________________________________________
 ET0710  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ET0710  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0710
 ET0710.The horizontal coordinates were scaled from a topographic map and have
 ET0710.an estimated accuracy of +/- 6 seconds.
 ET0710
 ET0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0710.The vertical order pertains to the NGVD 29 superseded value.
 ET0710
 ET0710.The geoid height was determined by GEOID03.
 ET0710
 ET0710;                    North         East    Units  Estimated Accuracy
 ET0710;SPC AZ W     -   342,320.      200,570.      MT  (+/- 180 meters Scaled)
 ET0710
 ET0710                          SUPERSEDED SURVEY CONTROL
 ET0710
 ET0710  NGVD 29 (??/??/92)  463.447  (m)         1520.49   (f) ADJ UNCH    1 2
 ET0710
 ET0710.Superseded values are not recommended for survey control.
 ET0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0710.See file dsdata.txt to determine how the superseded data were derived.
 ET0710
 ET0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC334755(NAD 83)
 ET0710_MARKER: DB = BENCH MARK DISK
 ET0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0710_STAMPING: R 280 1948
 ET0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0710+STABILITY: SURFACE MOTION
 ET0710
 ET0710  HISTORY     - Date     Condition        Report By
 ET0710  HISTORY     - 1948     MONUMENTED       CGS
 ET0710
 ET0710                          STATION DESCRIPTION
 ET0710
 ET0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0710'14.4 MI N FROM BOUSE.
 ET0710'14.4 MILES NORTH ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE AT
 ET0710'BOUSE, ABOUT 77 YARDS SOUTH OF THE CENTER LINE OF A DRY WASH, 43 FEET
 ET0710'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF A WHITE
 ET0710'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD. SET
 ET0710'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1205 ***********************************************************************
 DV1205  DESIGNATION -  R 281
 DV1205  PID         -  DV1205
 DV1205  STATE/COUNTY-  AZ/LA PAZ
 DV1205  USGS QUAD   -  EAST OF UTTING (1990)
 DV1205
 DV1205                         *CURRENT SURVEY CONTROL
 DV1205  ___________________________________________________________________
 DV1205* NAD 83(1986)-  33 46 35.     (N)    113 47 59.     (W)     SCALED    
 DV1205* NAVD 88     -       396.63   (+/-2cm)    1301.3    (feet)  VERTCON   
 DV1205  ___________________________________________________________________
 DV1205  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV1205  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1205
 DV1205.The horizontal coordinates were scaled from a topographic map and have
 DV1205.an estimated accuracy of +/- 6 seconds.
 DV1205
 DV1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1205.The vertical order pertains to the NGVD 29 superseded value.
 DV1205
 DV1205.The geoid height was determined by GEOID03.
 DV1205
 DV1205;                    North         East    Units  Estimated Accuracy
 DV1205;SPC AZ W     -   307,870.      208,760.      MT  (+/- 180 meters Scaled)
 DV1205
 DV1205                          SUPERSEDED SURVEY CONTROL
 DV1205
 DV1205  NGVD 29 (??/??/92)  395.955  (m)         1299.06   (f) ADJ UNCH    1 2
 DV1205
 DV1205.Superseded values are not recommended for survey control.
 DV1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1205.See file dsdata.txt to determine how the superseded data were derived.
 DV1205
 DV1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC407408(NAD 83)
 DV1205_MARKER: DB = BENCH MARK DISK
 DV1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1205_SP_SET: CULVERT
 DV1205_STAMPING: R 281 1948
 DV1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1205
 DV1205  HISTORY     - Date     Condition        Report By
 DV1205  HISTORY     - 1948     MONUMENTED       CGS
 DV1205
 DV1205                          STATION DESCRIPTION
 DV1205
 DV1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1205'3.6 MI NW FROM VICKSBURG.
 DV1205'3.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1205'FROM THE STATION SIGNBOARD AT VICKSBURG, ABOUT 0.1 MILE SOUTHEAST OF
 DV1205'MILEPOST 64, AT DOUBLE TILE CULVERT 64 D, 11 FEET NORTHEAST OF THE
 DV1205'CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT BELOW THE SURFACE OF THE
 DV1205'TRACK.  SET IN THE TOP OF THE NORTH CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0221 ***********************************************************************
 DV0221  DESIGNATION -  R 284
 DV0221  PID         -  DV0221
 DV0221  STATE/COUNTY-  AZ/MARICOPA
 DV0221  USGS QUAD   -  FOWLER (1982)
 DV0221
 DV0221                         *CURRENT SURVEY CONTROL
 DV0221  ___________________________________________________________________
 DV0221* NAD 83(1986)-  33 29 22.     (N)    112 07 42.     (W)     SCALED    
 DV0221* NAVD 88     -       339.72   (+/-2cm)    1114.6    (feet)  VERTCON   
 DV0221  ___________________________________________________________________
 DV0221  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0221
 DV0221.The horizontal coordinates were scaled from a topographic map and have
 DV0221.an estimated accuracy of +/- 6 seconds.
 DV0221
 DV0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0221.The vertical order pertains to the NGVD 29 superseded value.
 DV0221
 DV0221.The geoid height was determined by GEOID03.
 DV0221
 DV0221;                    North         East    Units  Estimated Accuracy
 DV0221;SPC AZ C     -   276,050.      193,690.      MT  (+/- 180 meters Scaled)
 DV0221
 DV0221                          SUPERSEDED SURVEY CONTROL
 DV0221
 DV0221  NGVD 29 (??/??/92)  339.119  (m)         1112.59   (f) ADJ UNCH    2 0
 DV0221
 DV0221.Superseded values are not recommended for survey control.
 DV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0221.See file dsdata.txt to determine how the superseded data were derived.
 DV0221
 DV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC951061(NAD 83)
 DV0221_MARKER: DB = BENCH MARK DISK
 DV0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0221_SP_SET: FOUNDATION
 DV0221_STAMPING: R 284 1949
 DV0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0221
 DV0221  HISTORY     - Date     Condition        Report By
 DV0221  HISTORY     - 1959     MONUMENTED       CGS
 DV0221  HISTORY     - 1960     GOOD             NGS
 DV0221  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0221  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0221
 DV0221                          STATION DESCRIPTION
 DV0221
 DV0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0221'5.0 MI NW FROM PHOENIX.
 DV0221'5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0221'THE UNION STATION AT PHOENIX, AT AIRHAVEN AIRPORT, AT THE NORTHWEST
 DV0221'CORNER OF THE ADMINISTRATION BUILDING, IN THE WEST CONCRETE FOUNDATION
 DV0221'OF THE BUILDING, AND ABOUT 0.5 FOOT ABOVE GROUND.  SET VERTICALLY.
 DV0221
 DV0221                          STATION RECOVERY (1960)
 DV0221
 DV0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0221'RECOVERED IN GOOD CONDITION.
 DV0221
 DV0221                          STATION RECOVERY (2006)
 DV0221
 DV0221'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0221'MARK NOT FOUND.
 DV0221
 DV0221                          STATION RECOVERY (2007)
 DV0221
 DV0221'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0221'THIS LOCATION IS NOW A LUMBER STORAGE FACILITY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0678 ***********************************************************************
 DA0678  DESIGNATION -  R 285
 DA0678  PID         -  DA0678
 DA0678  STATE/COUNTY-  AZ/MARICOPA
 DA0678  USGS QUAD   -  GILA BEND (1973)
 DA0678
 DA0678                         *CURRENT SURVEY CONTROL
 DA0678  ___________________________________________________________________
 DA0678* NAD 83(1986)-  32 56 40.     (N)    112 41 30.     (W)     SCALED    
 DA0678* NAVD 88     -       234.711  (meters)     770.05   (feet)  ADJUSTED  
 DA0678  ___________________________________________________________________
 DA0678  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0678  DYNAMIC HT  -         234.432 (meters)     769.13  (feet)  COMP
 DA0678  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 DA0678
 DA0678  VERT ORDER  -  FIRST     CLASS II
 DA0678
 DA0678.The horizontal coordinates were scaled from a topographic map and have
 DA0678.an estimated accuracy of +/- 6 seconds.
 DA0678
 DA0678.The orthometric height was determined by differential leveling
 DA0678.and adjusted in June 1991.
 DA0678
 DA0678.The geoid height was determined by GEOID03.
 DA0678
 DA0678.The dynamic height is computed by dividing the NAVD 88
 DA0678.geopotential number by the normal gravity value computed on the
 DA0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0678.degrees latitude (g = 980.6199 gals.).
 DA0678
 DA0678.The modeled gravity was interpolated from observed gravity values.
 DA0678
 DA0678;                    North         East    Units  Estimated Accuracy
 DA0678;SPC AZ C     -   215,860.      140,900.      MT  (+/- 180 meters Scaled)
 DA0678
 DA0678                          SUPERSEDED SURVEY CONTROL
 DA0678
 DA0678  NGVD 29 (??/??/92)  234.129  (m)          768.14   (f) ADJ UNCH    1 2
 DA0678
 DA0678.Superseded values are not recommended for survey control.
 DA0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0678.See file dsdata.txt to determine how the superseded data were derived.
 DA0678
 DA0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB418463(NAD 83)
 DA0678_MARKER: DB = BENCH MARK DISK
 DA0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0678_STAMPING: R 285 1949
 DA0678_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0678+STABILITY: SURFACE MOTION
 DA0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0678+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DA0678
 DA0678  HISTORY     - Date     Condition        Report By
 DA0678  HISTORY     - 1949     MONUMENTED       CGS
 DA0678  HISTORY     - 1980     GOOD             NGS
 DA0678  HISTORY     - 19941201 GOOD             USPSQD
 DA0678  HISTORY     - 20060219 GOOD             USPSQD
 DA0678  HISTORY     - 20070413 GOOD             GEOCAC
 DA0678
 DA0678                          STATION DESCRIPTION
 DA0678
 DA0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DA0678'1.6 MI E FROM GILA BEND.
 DA0678'1.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0678'RAILROAD STATION AT GILA BEND, 0.4 MILE SOUTHEAST OF AN OVERHEAD
 DA0678'HIGHWAY CROSSING, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DA0678'1.7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE
 DA0678'SURFACE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DA0678'POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 DA0678'GROUND.
 DA0678
 DA0678                          STATION RECOVERY (1980)
 DA0678
 DA0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0678'1.85 KILOMETERS (1.15 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DA0678'FROM THE CROSSING OF MARTIN AVENUE IN GILA BEND, THENCE 0.8 KILOMETER
 DA0678'(0.5 MILE) SOUTHEAST ALONG BUSINESS ROUTE 8, 14.6 METERS (48 FEET)
 DA0678'SOUTHWEST OF THE CENTERLINE OF ROUTE 8, 51.2 METERS (168 FEET)
 DA0678'SOUTHEAST OF MILE POST 121 AND 46.1 METERS (152 FEET) NORTHEAST OF
 DA0678'THE RIGHT-OF-WAY FENCE.
 DA0678'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DA0678'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
 DA0678
 DA0678                          STATION RECOVERY (1994)
 DA0678
 DA0678'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0678'RECOVERED IN GOOD CONDITION.
 DA0678
 DA0678                          STATION RECOVERY (2006)
 DA0678
 DA0678'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0678'RECOVERED AS DESCRIBED.
 DA0678
 DA0678                          STATION RECOVERY (2007)
 DA0678
 DA0678'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0745 ***********************************************************************
 ET0745  DESIGNATION -  R 286
 ET0745  PID         -  ET0745
 ET0745  STATE/COUNTY-  AZ/MOHAVE
 ET0745  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0745
 ET0745                         *CURRENT SURVEY CONTROL
 ET0745  ___________________________________________________________________
 ET0745* NAD 83(1986)-  34 33 05.     (N)    113 34 36.     (W)     SCALED    
 ET0745* NAVD 88     -       473.045  (meters)    1551.98   (feet)  POSTED    
 ET0745  ___________________________________________________________________
 ET0745  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 ET0745  DYNAMIC HT  -         472.510 (meters)    1550.23  (feet)  COMP
 ET0745  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 ET0745
 ET0745  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0745
 ET0745.The horizontal coordinates were scaled from a topographic map and have
 ET0745.an estimated accuracy of +/- 6 seconds.
 ET0745
 ET0745.The orthometric height was determined by differential leveling
 ET0745.and adjusted in November 2005.
 ET0745
 ET0745.The geoid height was determined by GEOID03.
 ET0745
 ET0745.The dynamic height is computed by dividing the NAVD 88
 ET0745.geopotential number by the normal gravity value computed on the
 ET0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0745.degrees latitude (g = 980.6199 gals.).
 ET0745
 ET0745.The modeled gravity was interpolated from observed gravity values.
 ET0745
 ET0745;                    North         East    Units  Estimated Accuracy
 ET0745;SPC AZ W     -   393,840.      229,270.      MT  (+/- 180 meters Scaled)
 ET0745
 ET0745                          SUPERSEDED SURVEY CONTROL
 ET0745
 ET0745  NGVD 29 (??/??/92)  472.350  (m)         1549.70   (f) ADJ UNCH    1 2
 ET0745
 ET0745.Superseded values are not recommended for survey control.
 ET0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0745.See file dsdata.txt to determine how the superseded data were derived.
 ET0745
 ET0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD635263(NAD 83)
 ET0745_MARKER: DB = BENCH MARK DISK
 ET0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0745_STAMPING: R 286 1950
 ET0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0745+STABILITY: SURFACE MOTION
 ET0745
 ET0745  HISTORY     - Date     Condition        Report By
 ET0745  HISTORY     - 1950     MONUMENTED       CGS
 ET0745  HISTORY     - 20010122 MARK NOT FOUND   AZ-015
 ET0745
 ET0745                          STATION DESCRIPTION
 ET0745
 ET0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0745'7.2 MI NE FROM SIGNAL.
 ET0745'7.2 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0745'INTERSECTION AT SIGNAL, 0.45 MILE SOUTH OF THE BLAND RANCHHOUSE, 289
 ET0745'FEET SOUTH OF THE SOUTH END OF THE SOUTH ONE OF TWO GATES, IN A SMALL
 ET0745'CLEARING, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 20.8 FEET WEST
 ET0745'OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 ET0745'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ET0745
 ET0745                          STATION RECOVERY (2001)
 ET0745
 ET0745'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0612 ***********************************************************************
 ET0612  DESIGNATION -  R 287
 ET0612  PID         -  ET0612
 ET0612  STATE/COUNTY-  AZ/MOHAVE
 ET0612  USGS QUAD   -  KAISER SPRING (1980)
 ET0612
 ET0612                         *CURRENT SURVEY CONTROL
 ET0612  ___________________________________________________________________
 ET0612* NAD 83(1986)-  34 36 30.     (N)    113 23 56.     (W)     SCALED    
 ET0612* NAVD 88     -      1041.079  (meters)    3415.61   (feet)  POSTED    
 ET0612  ___________________________________________________________________
 ET0612  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 ET0612  DYNAMIC HT  -        1039.800 (meters)    3411.41  (feet)  COMP
 ET0612  MODELED GRAV-     979,373.6   (mgal)                       NAVD 88
 ET0612
 ET0612  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0612
 ET0612.The horizontal coordinates were scaled from a topographic map and have
 ET0612.an estimated accuracy of +/- 6 seconds.
 ET0612
 ET0612.The orthometric height was determined by differential leveling
 ET0612.and adjusted in November 2005.
 ET0612
 ET0612.The geoid height was determined by GEOID03.
 ET0612
 ET0612.The dynamic height is computed by dividing the NAVD 88
 ET0612.geopotential number by the normal gravity value computed on the
 ET0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0612.degrees latitude (g = 980.6199 gals.).
 ET0612
 ET0612.The modeled gravity was interpolated from observed gravity values.
 ET0612
 ET0612;                    North         East    Units  Estimated Accuracy
 ET0612;SPC AZ W     -   400,200.      245,560.      MT  (+/- 180 meters Scaled)
 ET0612
 ET0612                          SUPERSEDED SURVEY CONTROL
 ET0612
 ET0612  NGVD 29 (??/??/92) 1040.342  (m)         3413.19   (f) ADJ UNCH    1 2
 ET0612
 ET0612.Superseded values are not recommended for survey control.
 ET0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0612.See file dsdata.txt to determine how the superseded data were derived.
 ET0612
 ET0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD800322(NAD 83)
 ET0612_MARKER: DB = BENCH MARK DISK
 ET0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0612_STAMPING: R 287 1950
 ET0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0612+STABILITY: SURFACE MOTION
 ET0612
 ET0612  HISTORY     - Date     Condition        Report By
 ET0612  HISTORY     - 1950     MONUMENTED       CGS
 ET0612  HISTORY     - 1975     MARK NOT FOUND   USGS
 ET0612
 ET0612                          STATION DESCRIPTION
 ET0612
 ET0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0612'19.0 MI SE FROM WIKIEUP.
 ET0612'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0612'WIKIEUP, THENCE 11.6 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.3
 ET0612'MILE EAST OF THE JUNCTION OF A NARROW GRADED DIRT ROAD LEADING NORTH
 ET0612'TO THE SYCAMORE CATTLE CAMP, IN A GAP, 29 1/2 FEET NORTHEAST OF THE
 ET0612'CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF THE TOP OF A SMALL ROCKY
 ET0612'MOUND, 2.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 ET0612'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 ET0612'FOOT ABOVE THE GROUND.
 ET0612
 ET0612                          STATION RECOVERY (1975)
 ET0612
 ET0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0361 ***********************************************************************
 ET0361  DESIGNATION -  R 288
 ET0361  PID         -  ET0361
 ET0361  STATE/COUNTY-  AZ/YAVAPAI
 ET0361  USGS QUAD   -  KIRKLAND (1969)
 ET0361
 ET0361                         *CURRENT SURVEY CONTROL
 ET0361  ___________________________________________________________________
 ET0361* NAD 83(1986)-  34 29 21.     (N)    112 41 13.     (W)     SCALED    
 ET0361* NAVD 88     -      1281.200  (meters)    4203.40   (feet)  POSTED    
 ET0361  ___________________________________________________________________
 ET0361  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 ET0361  DYNAMIC HT  -        1279.510 (meters)    4197.86  (feet)  COMP
 ET0361  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 ET0361
 ET0361  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0361
 ET0361.The horizontal coordinates were scaled from a topographic map and have
 ET0361.an estimated accuracy of +/- 6 seconds.
 ET0361
 ET0361.The orthometric height was determined by differential leveling
 ET0361.and adjusted in November 2005.
 ET0361.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0361.rate of 2.1 thru 3.0 mm/km.
 ET0361
 ET0361.The geoid height was determined by GEOID03.
 ET0361
 ET0361.The dynamic height is computed by dividing the NAVD 88
 ET0361.geopotential number by the normal gravity value computed on the
 ET0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0361.degrees latitude (g = 980.6199 gals.).
 ET0361
 ET0361.The modeled gravity was interpolated from observed gravity values.
 ET0361
 ET0361;                    North         East    Units  Estimated Accuracy
 ET0361;SPC AZ C     -   387,180.      142,620.      MT  (+/- 180 meters Scaled)
 ET0361
 ET0361                          SUPERSEDED SURVEY CONTROL
 ET0361
 ET0361  NGVD 29 (??/??/92) 1280.398  (m)         4200.77   (f) ADJ UNCH    1 2
 ET0361
 ET0361.Superseded values are not recommended for survey control.
 ET0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0361.See file dsdata.txt to determine how the superseded data were derived.
 ET0361
 ET0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD451176(NAD 83)
 ET0361_MARKER: DB = BENCH MARK DISK
 ET0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0361_STAMPING: R 288 1950
 ET0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0361+STABILITY: SURFACE MOTION
 ET0361
 ET0361  HISTORY     - Date     Condition        Report By
 ET0361  HISTORY     - 1950     MONUMENTED       CGS
 ET0361
 ET0361                          STATION DESCRIPTION
 ET0361
 ET0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0361'0.7 MI S FROM SKULL VALLEY.
 ET0361'0.7 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0361'THE STATION AT SKULL VALLEY, 0.3 MILE SOUTH OF MILEPOLE 81, 170 FEET
 ET0361'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 84 FEET
 ET0361'SOUTHEAST OF A DERAIL HAND SWITCH, 21 FEET NORTH OF THE SOUTHWEST
 ET0361'CORNER OF A STOCK CORRAL, 2.2 FEET NORTH OF A WITNESS POST, 2.0 FEET
 ET0361'WEST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 ET0361'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0422 ***********************************************************************
 GR0422  DESIGNATION -  R 289
 GR0422  PID         -  GR0422
 GR0422  STATE/COUNTY-  AZ/MOHAVE
 GR0422  USGS QUAD   -  BONELLI BAY (1983)
 GR0422
 GR0422                         *CURRENT SURVEY CONTROL
 GR0422  ___________________________________________________________________
 GR0422* NAD 83(1986)-  36 02 34.     (N)    114 27 24.     (W)     SCALED    
 GR0422* NAVD 88     -       366.464  (meters)    1202.31   (feet)  POSTED    
 GR0422  ___________________________________________________________________
 GR0422  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR0422  DYNAMIC HT  -         366.100 (meters)    1201.11  (feet)  COMP
 GR0422  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 GR0422
 GR0422  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0422
 GR0422.The horizontal coordinates were scaled from a topographic map and have
 GR0422.an estimated accuracy of +/- 6 seconds.
 GR0422
 GR0422.The orthometric height was determined by differential leveling
 GR0422.and adjusted by the  in 1992.
 GR0422.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0422.rate of 1.1 thru 2.0 mm/km.
 GR0422
 GR0422.The geoid height was determined by GEOID03.
 GR0422
 GR0422.The dynamic height is computed by dividing the NAVD 88
 GR0422.geopotential number by the normal gravity value computed on the
 GR0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0422.degrees latitude (g = 980.6199 gals.).
 GR0422
 GR0422.The modeled gravity was interpolated from observed gravity values.
 GR0422
 GR0422;                    North         East    Units  Estimated Accuracy
 GR0422;SPC AZ W     -   559,510.      149,680.      MT  (+/- 180 meters Scaled)
 GR0422
 GR0422                          SUPERSEDED SURVEY CONTROL
 GR0422
 GR0422  NGVD 29 (??/??/92)  365.747  (m)         1199.95   (f) ADJ UNCH    1 2
 GR0422
 GR0422.Superseded values are not recommended for survey control.
 GR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0422.See file dsdata.txt to determine how the superseded data were derived.
 GR0422
 GR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV291916(NAD 83)
 GR0422_MARKER: DB = BENCH MARK DISK
 GR0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0422_STAMPING: R 289 1950
 GR0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0422+STABILITY: SURFACE MOTION
 GR0422
 GR0422  HISTORY     - Date     Condition        Report By
 GR0422  HISTORY     - 1950     MONUMENTED       CGS
 GR0422  HISTORY     - 1963     GOOD             NGS
 GR0422
 GR0422                          STATION DESCRIPTION
 GR0422
 GR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0422'0.5 MI S FROM MOUTH OF DETRITAL WASH.
 GR0422'0.5 MILE SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0422'ON THE EAST SIDE OF THE WASH, ON A FLAT BENCH ON THE WEST SLOPE OF THE
 GR0422'BANK, ON THE SOUTH SIDE OF A DEEP RAVINE, 5.4 FEET WEST OF A WITNESS
 GR0422'POST, ABOUT 8 FEET HIGHER THAN THE BED OF THE WASH, AND SET IN THE TOP
 GR0422'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0422
 GR0422                          STATION RECOVERY (1963)
 GR0422
 GR0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0329 ***********************************************************************
 ES0329  DESIGNATION -  R 29
 ES0329  PID         -  ES0329
 ES0329  STATE/COUNTY-  AZ/GILA
 ES0329  USGS QUAD   -  STRAWBERRY (1967)
 ES0329
 ES0329                         *CURRENT SURVEY CONTROL
 ES0329  ___________________________________________________________________
 ES0329* NAD 83(1986)-  34 24 30.     (N)    111 34 46.     (W)     SCALED    
 ES0329* NAVD 88     -      1627.455  (meters)    5339.41   (feet)  ADJUSTED  
 ES0329  ___________________________________________________________________
 ES0329  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ES0329  DYNAMIC HT  -        1625.194 (meters)    5331.99  (feet)  COMP
 ES0329  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 ES0329
 ES0329  VERT ORDER  -  FIRST     CLASS II
 ES0329
 ES0329.The horizontal coordinates were scaled from a topographic map and have
 ES0329.an estimated accuracy of +/- 6 seconds.
 ES0329
 ES0329.The orthometric height was determined by differential leveling
 ES0329.and adjusted in June 1991.
 ES0329
 ES0329.The geoid height was determined by GEOID03.
 ES0329
 ES0329.The dynamic height is computed by dividing the NAVD 88
 ES0329.geopotential number by the normal gravity value computed on the
 ES0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0329.degrees latitude (g = 980.6199 gals.).
 ES0329
 ES0329.The modeled gravity was interpolated from observed gravity values.
 ES0329
 ES0329;                    North         East    Units  Estimated Accuracy
 ES0329;SPC AZ E     -   378,850.       83,480.      MT  (+/- 180 meters Scaled)
 ES0329
 ES0329                          SUPERSEDED SURVEY CONTROL
 ES0329
 ES0329  NGVD 29 (??/??/92) 1626.632  (m)         5336.71   (f) ADJ UNCH    1 2
 ES0329
 ES0329.Superseded values are not recommended for survey control.
 ES0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0329.See file dsdata.txt to determine how the superseded data were derived.
 ES0329
 ES0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD467075(NAD 83)
 ES0329_MARKER: DB = BENCH MARK DISK
 ES0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0329_SP_SET: GUARD RAIL
 ES0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0329
 ES0329  HISTORY     - Date     Condition        Report By
 ES0329  HISTORY     - UNK      MONUMENTED       CGS
 ES0329  HISTORY     - 1933     GOOD             NGS
 ES0329  HISTORY     - 1967     MARK NOT FOUND   USGS
 ES0329
 ES0329                          STATION DESCRIPTION
 ES0329
 ES0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0329'9.0 MI NW FROM PINE.
 ES0329'AT SIDE OF HIGHWAY, 2.0 MILES WEST OF NATIONAL FOREST BOUNDARY (SEC.
 ES0329'COR. 19, 24, 25, AND 30), NEAR RIM OF FOSSIL CREEK HILL, EAST END OF
 ES0329'VOLCANIC ROCK CUT, NORTHWEST END OF ROCKWORK GUARD RAIL, 25 FEET NORTH
 ES0329'OF HIGHWAY CENTER-LINE, ON TOP OF ROCK.
 ES0329
 ES0329                          STATION RECOVERY (1967)
 ES0329
 ES0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ES0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0579 ***********************************************************************
 ET0579  DESIGNATION -  R 290
 ET0579  PID         -  ET0579
 ET0579  STATE/COUNTY-  AZ/YAVAPAI
 ET0579  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0579
 ET0579                         *CURRENT SURVEY CONTROL
 ET0579  ___________________________________________________________________
 ET0579* NAD 83(1986)-  34 31 00.     (N)    113 05 21.     (W)     SCALED    
 ET0579* NAVD 88     -       788.211  (meters)    2585.99   (feet)  POSTED    
 ET0579  ___________________________________________________________________
 ET0579  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 ET0579  DYNAMIC HT  -         787.260 (meters)    2582.87  (feet)  COMP
 ET0579  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 ET0579
 ET0579  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0579
 ET0579.The horizontal coordinates were scaled from a topographic map and have
 ET0579.an estimated accuracy of +/- 6 seconds.
 ET0579
 ET0579.The orthometric height was determined by differential leveling
 ET0579.and adjusted in November 2005.
 ET0579.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0579.rate of 1.1 thru 2.0 mm/km.
 ET0579
 ET0579.The geoid height was determined by GEOID03.
 ET0579
 ET0579.The dynamic height is computed by dividing the NAVD 88
 ET0579.geopotential number by the normal gravity value computed on the
 ET0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0579.degrees latitude (g = 980.6199 gals.).
 ET0579
 ET0579.The modeled gravity was interpolated from observed gravity values.
 ET0579
 ET0579;                    North         East    Units  Estimated Accuracy
 ET0579;SPC AZ C     -   390,590.      105,710.      MT  (+/- 180 meters Scaled)
 ET0579
 ET0579                          SUPERSEDED SURVEY CONTROL
 ET0579
 ET0579  NGVD 29 (??/??/92)  787.488  (m)         2583.62   (f) ADJ UNCH    1 2
 ET0579
 ET0579.Superseded values are not recommended for survey control.
 ET0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0579.See file dsdata.txt to determine how the superseded data were derived.
 ET0579
 ET0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD082214(NAD 83)
 ET0579_MARKER: DB = BENCH MARK DISK
 ET0579_SETTING: 66 = SET IN ROCK OUTCROP
 ET0579_SP_SET: PROMINENT OUTCROP
 ET0579_STAMPING: R 290 1950
 ET0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0579+STABILITY: POSITION/ELEVATION WELL
 ET0579
 ET0579  HISTORY     - Date     Condition        Report By
 ET0579  HISTORY     - 1950     MONUMENTED       CGS
 ET0579
 ET0579                          STATION DESCRIPTION
 ET0579
 ET0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0579'9.7 MI SE FROM BAGDAD.
 ET0579'9.7 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0579'AT BAGDAD, 0.35 MILE WEST OF THE Y JUNCTION OF A DIRT ROAD LEADING
 ET0579'SOUTHEAST TO PIKES PLACE, 264.5 FEET WEST OF THE SOUTHWEST END OF A
 ET0579'SMALL WOODEN BRIDGE, IN THE TOP OF A PROMINENT OUTCROP, 46 FEET SOUTH
 ET0579'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE ROAD,
 ET0579'AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0762 ***********************************************************************
 CZ0762  DESIGNATION -  R 292
 CZ0762  PID         -  CZ0762
 CZ0762  STATE/COUNTY-  AZ/PIMA
 CZ0762  USGS QUAD   -  JAYNES (1992)
 CZ0762
 CZ0762                         *CURRENT SURVEY CONTROL
 CZ0762  ___________________________________________________________________
 CZ0762* NAD 83(1986)-  32 20 32.     (N)    111 05 18.     (W)     SCALED    
 CZ0762* NAVD 88     -       659.10   (+/-2cm)    2162.4    (feet)  VERTCON   
 CZ0762  ___________________________________________________________________
 CZ0762  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0762
 CZ0762.The horizontal coordinates were scaled from a topographic map and have
 CZ0762.an estimated accuracy of +/- 6 seconds.
 CZ0762
 CZ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0762.The vertical order pertains to the NGVD 29 superseded value.
 CZ0762
 CZ0762.The geoid height was determined by GEOID03.
 CZ0762
 CZ0762;                    North         East    Units  Estimated Accuracy
 CZ0762;SPC AZ C     -   149,110.      291,330.      MT  (+/- 180 meters Scaled)
 CZ0762
 CZ0762                          SUPERSEDED SURVEY CONTROL
 CZ0762
 CZ0762  NGVD 29 (??/??/92)  658.446  (m)         2160.25   (f) ADJ UNCH    2 0
 CZ0762
 CZ0762.Superseded values are not recommended for survey control.
 CZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0762.See file dsdata.txt to determine how the superseded data were derived.
 CZ0762
 CZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA916783(NAD 83)
 CZ0762_MARKER: DB = BENCH MARK DISK
 CZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0762_STAMPING: H 292 1951
 CZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0762+STABILITY: SURFACE MOTION
 CZ0762
 CZ0762  HISTORY     - Date     Condition        Report By
 CZ0762  HISTORY     - 1951     MONUMENTED       CGS
 CZ0762  HISTORY     - 1957     MARK NOT FOUND   USGS
 CZ0762
 CZ0762                          STATION DESCRIPTION
 CZ0762
 CZ0762'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CZ0762'2.2 MI S FROM CARTARO.
 CZ0762'2.2 MILES SOUTH OF CORTARO, PIMA COUNTY, THIS BENCH MARK MAY BE
 CZ0762'REACHED FROM THE POST OFFICE AND STORE BY GOING 0.9 MILE SOUTHWEST
 CZ0762'ALONG CORTARO ROAD, THENCE 1 MILE SOUTHEAST ALONG THE SILVERBELL ROAD,
 CZ0762'AND THENCE 0.3 MILE NORTH ALONG THE WEST EDGE OF SILVERBELL LANDING
 CZ0762'STRIP.  IT IS 1/2 MILE SOUTHWEST OF SANTA CRUZ RIVER, AT SILVERBELL
 CZ0762'LANDING STRIP, AT THE NORTHWEST END OF THE NORTHWEST AND SOUTHEAST
 CZ0762'RUNWAY, IN LINE WITH THE NORTHEAST EDGE OF THE RUNWAY, 95 FEET
 CZ0762'NORTHEAST OF THE EXTENDED CENTERLINE OF THE RUNWAY, 12-1/2 FEET EAST
 CZ0762'OF THE EAST BANK OF A NORTH AND SOUTH WASH, AND 2.5 FEET EAST OF A
 CZ0762'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 292 1951 AND
 CZ0762'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0569 ***********************************************************************
 CZ0569  DESIGNATION -  R 293
 CZ0569  PID         -  CZ0569
 CZ0569  STATE/COUNTY-  AZ/PIMA
 CZ0569  USGS QUAD   -  MARANA (1992)
 CZ0569
 CZ0569                         *CURRENT SURVEY CONTROL
 CZ0569  ___________________________________________________________________
 CZ0569* NAD 83(1986)-  32 23 48.     (N)    111 09 18.     (W)     SCALED    
 CZ0569* NAVD 88     -       633.56   (+/-2cm)    2078.6    (feet)  VERTCON   
 CZ0569  ___________________________________________________________________
 CZ0569  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0569
 CZ0569.The horizontal coordinates were scaled from a topographic map and have
 CZ0569.an estimated accuracy of +/- 6 seconds.
 CZ0569
 CZ0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0569.The vertical order pertains to the NGVD 29 superseded value.
 CZ0569
 CZ0569.The geoid height was determined by GEOID03.
 CZ0569
 CZ0569;                    North         East    Units  Estimated Accuracy
 CZ0569;SPC AZ C     -   155,100.      285,010.      MT  (+/- 180 meters Scaled)
 CZ0569
 CZ0569                          SUPERSEDED SURVEY CONTROL
 CZ0569
 CZ0569  NGVD 29 (??/??/92)  632.929  (m)         2076.53   (f) ADJ UNCH    2 0
 CZ0569
 CZ0569.Superseded values are not recommended for survey control.
 CZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0569.See file dsdata.txt to determine how the superseded data were derived.
 CZ0569
 CZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA854844(NAD 83)
 CZ0569_MARKER: DB = BENCH MARK DISK
 CZ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0569_STAMPING: R 293 1951
 CZ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0569+STABILITY: SURFACE MOTION
 CZ0569
 CZ0569  HISTORY     - Date     Condition        Report By
 CZ0569  HISTORY     - 1951     MONUMENTED       CGS
 CZ0569  HISTORY     - 1967     MARK NOT FOUND   USGS
 CZ0569
 CZ0569                          STATION DESCRIPTION
 CZ0569
 CZ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0569'1.5 MI S FROM RILLITO.
 CZ0569'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0569'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG THE PRIVATE
 CZ0569'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, AT THE INTERSECTION OF
 CZ0569'THE PRIVATE ROAD AND SILVER BELL ROAD, 68 FEET NORTH OF THE CENTER OF
 CZ0569'THE INTERSECTION, 56 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CZ0569'ASPHALT ROAD, 48 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE SILVER
 CZ0569'BELL ROAD, 1.9 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH
 CZ0569'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CZ0569'ABOVE THE GROUND.
 CZ0569
 CZ0569                          STATION RECOVERY (1967)
 CZ0569
 CZ0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0642 ***********************************************************************
 CZ0642  DESIGNATION -  R 294
 CZ0642  PID         -  CZ0642
 CZ0642  STATE/COUNTY-  AZ/PIMA
 CZ0642  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0642
 CZ0642                         *CURRENT SURVEY CONTROL
 CZ0642  ___________________________________________________________________
 CZ0642* NAD 83(1986)-  32 22 15.     (N)    111 22 21.     (W)     SCALED    
 CZ0642* NAVD 88     -       633.56   (+/-2cm)    2078.6    (feet)  VERTCON   
 CZ0642  ___________________________________________________________________
 CZ0642  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0642
 CZ0642.The horizontal coordinates were scaled from a topographic map and have
 CZ0642.an estimated accuracy of +/- 6 seconds.
 CZ0642
 CZ0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0642.The vertical order pertains to the NGVD 29 superseded value.
 CZ0642
 CZ0642.The geoid height was determined by GEOID03.
 CZ0642
 CZ0642;                    North         East    Units  Estimated Accuracy
 CZ0642;SPC AZ C     -   152,120.      264,570.      MT  (+/- 180 meters Scaled)
 CZ0642
 CZ0642                          SUPERSEDED SURVEY CONTROL
 CZ0642
 CZ0642  NGVD 29 (??/??/92)  632.991  (m)         2076.74   (f) ADJ UNCH    2 0
 CZ0642
 CZ0642.Superseded values are not recommended for survey control.
 CZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0642.See file dsdata.txt to determine how the superseded data were derived.
 CZ0642
 CZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA649816(NAD 83)
 CZ0642_MARKER: DB = BENCH MARK DISK
 CZ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0642_STAMPING: R 294 1951
 CZ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0642+STABILITY: SURFACE MOTION
 CZ0642
 CZ0642  HISTORY     - Date     Condition        Report By
 CZ0642  HISTORY     - 1951     MONUMENTED       CGS
 CZ0642
 CZ0642                          STATION DESCRIPTION
 CZ0642
 CZ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0642'19.6 MI W FROM RILLITO.
 CZ0642'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0642'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0642'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0642'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0642'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0642'TO MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD TO
 CZ0642'AN INTERSECTION, AT AN INTERSECTION OF A ROAD LEADING SOUTH TO THE EL
 CZ0642'PASO GAS COMPRESSOR PLANT, 61 FEET NORTHWEST OF THE CENTER OF A T
 CZ0642'JUNCTION, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST
 CZ0642'OF THE NORTH-SOUTH FENCE LINE, 2.7 FEET NORTH OF THE WITNESS POST, AND
 CZ0642'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0642'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0602 ***********************************************************************
 CZ0602  DESIGNATION -  R 295
 CZ0602  PID         -  CZ0602
 CZ0602  STATE/COUNTY-  AZ/PIMA
 CZ0602  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0602
 CZ0602                         *CURRENT SURVEY CONTROL
 CZ0602  ___________________________________________________________________
 CZ0602* NAD 83(1986)-  32 27 24.     (N)    111 26 51.     (W)     SCALED    
 CZ0602* NAVD 88     -       675.64   (+/-2cm)    2216.7    (feet)  VERTCON   
 CZ0602  ___________________________________________________________________
 CZ0602  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CZ0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0602
 CZ0602.The horizontal coordinates were scaled from a topographic map and have
 CZ0602.an estimated accuracy of +/- 6 seconds.
 CZ0602
 CZ0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0602.The vertical order pertains to the NGVD 29 superseded value.
 CZ0602
 CZ0602.The geoid height was determined by GEOID03.
 CZ0602
 CZ0602;                    North         East    Units  Estimated Accuracy
 CZ0602;SPC AZ C     -   161,600.      257,470.      MT  (+/- 180 meters Scaled)
 CZ0602
 CZ0602                          SUPERSEDED SURVEY CONTROL
 CZ0602
 CZ0602  NGVD 29 (??/??/92)  675.103  (m)         2214.90   (f) ADJ UNCH    2 0
 CZ0602
 CZ0602.Superseded values are not recommended for survey control.
 CZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0602.See file dsdata.txt to determine how the superseded data were derived.
 CZ0602
 CZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA579911(NAD 83)
 CZ0602_MARKER: DB = BENCH MARK DISK
 CZ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0602_STAMPING: R 295 1951
 CZ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0602+STABILITY: SURFACE MOTION
 CZ0602
 CZ0602  HISTORY     - Date     Condition        Report By
 CZ0602  HISTORY     - 1951     MONUMENTED       CGS
 CZ0602  HISTORY     - 20090222 GOOD             GEOCAC
 CZ0602
 CZ0602                          STATION DESCRIPTION
 CZ0602
 CZ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0602'11.3 MI E FROM SILVER BELL.
 CZ0602'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMENTERY AT SILVER
 CZ0602'BELL, THENCE 4.4 MILES SOUTHEAST ALONG SILVER BELL ROAD, 52 FEET SOUTH
 CZ0602'OF THE CENTER OF A T JUNCTION OF A DIM TRACK LEADING SOUTHWEST, 44 1/2
 CZ0602'FEET SOUTHWEST OF THE CENTER LINE OF SILVER BELL ROAD, 22 FEET
 CZ0602'SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET EAST OF A
 CZ0602'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 CZ0602'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0602
 CZ0602                          STATION RECOVERY (2009)
 CZ0602
 CZ0602'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 CZ0602'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 CZ0602'COORDINATES OF N 32 27 25.1 W 111 26 52.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0678 ***********************************************************************
 CZ0678  DESIGNATION -  R 296
 CZ0678  PID         -  CZ0678
 CZ0678  STATE/COUNTY-  AZ/PIMA
 CZ0678  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0678
 CZ0678                         *CURRENT SURVEY CONTROL
 CZ0678  ___________________________________________________________________
 CZ0678* NAD 83(1986)-  32 15 44.     (N)    111 24 41.     (W)     SCALED    
 CZ0678* NAVD 88     -       697.35   (+/-2cm)    2287.9    (feet)  VERTCON   
 CZ0678  ___________________________________________________________________
 CZ0678  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ0678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0678
 CZ0678.The horizontal coordinates were scaled from a topographic map and have
 CZ0678.an estimated accuracy of +/- 6 seconds.
 CZ0678
 CZ0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0678.The vertical order pertains to the NGVD 29 superseded value.
 CZ0678
 CZ0678.The geoid height was determined by GEOID03.
 CZ0678
 CZ0678;                    North         East    Units  Estimated Accuracy
 CZ0678;SPC AZ C     -   140,050.      260,960.      MT  (+/- 180 meters Scaled)
 CZ0678
 CZ0678                          SUPERSEDED SURVEY CONTROL
 CZ0678
 CZ0678  NGVD 29 (??/??/92)  696.732  (m)         2285.86   (f) ADJ UNCH    2 0
 CZ0678
 CZ0678.Superseded values are not recommended for survey control.
 CZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0678.See file dsdata.txt to determine how the superseded data were derived.
 CZ0678
 CZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA612695(NAD 83)
 CZ0678_MARKER: DB = BENCH MARK DISK
 CZ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0678_STAMPING: R 296 1951
 CZ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0678+STABILITY: SURFACE MOTION
 CZ0678
 CZ0678  HISTORY     - Date     Condition        Report By
 CZ0678  HISTORY     - 1951     MONUMENTED       CGS
 CZ0678
 CZ0678                          STATION DESCRIPTION
 CZ0678
 CZ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0678'18.2 MI SE FROM SILVER BELL.
 CZ0678'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0678'SILVER BELL, THENCE 18.1 MILE SOUTHEAST ALONG A GRAVEL ROAD, 0.7 MILE
 CZ0678'SOUTHEAST OF A Y JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 0.6 MILE
 CZ0678'SOUTHEST OF THE AQUA BLANCO RANCH AND GATE ACROSS THE ROAD, 0.3 MILE
 CZ0678'NORTHWEST OF A SECTION CORNER, 59.5 FEET SOUTH OF AND ACROSS THE ROAD
 CZ0678'FROM A FENCE, 51 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.3
 CZ0678'FEET EAST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 CZ0678'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ0678'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1140 ***********************************************************************
 CZ1140  DESIGNATION -  R 297
 CZ1140  PID         -  CZ1140
 CZ1140  STATE/COUNTY-  AZ/PINAL
 CZ1140  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1140
 CZ1140                         *CURRENT SURVEY CONTROL
 CZ1140  ___________________________________________________________________
 CZ1140* NAD 83(1986)-  32 45 19.     (N)    111 55 11.     (W)     SCALED    
 CZ1140* NAVD 88     -       423.90   (+/-2cm)    1390.7    (feet)  VERTCON   
 CZ1140  ___________________________________________________________________
 CZ1140  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1140
 CZ1140.The horizontal coordinates were scaled from a topographic map and have
 CZ1140.an estimated accuracy of +/- 6 seconds.
 CZ1140
 CZ1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1140.The vertical order pertains to the NGVD 29 superseded value.
 CZ1140
 CZ1140.The geoid height was determined by GEOID03.
 CZ1140
 CZ1140;                    North         East    Units  Estimated Accuracy
 CZ1140;SPC AZ C     -   194,610.      213,070.      MT  (+/- 180 meters Scaled)
 CZ1140
 CZ1140                          SUPERSEDED SURVEY CONTROL
 CZ1140
 CZ1140  NGVD 29 (??/??/92)  423.297  (m)         1388.77   (f) ADJ UNCH    2 0
 CZ1140
 CZ1140.Superseded values are not recommended for survey control.
 CZ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1140.See file dsdata.txt to determine how the superseded data were derived.
 CZ1140
 CZ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB138245(NAD 83)
 CZ1140_MARKER: DB = BENCH MARK DISK
 CZ1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1140_STAMPING: R 297 1951
 CZ1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1140+STABILITY: SURFACE MOTION
 CZ1140
 CZ1140  HISTORY     - Date     Condition        Report By
 CZ1140  HISTORY     - 1951     MONUMENTED       CGS
 CZ1140  HISTORY     - 1977     GOOD             USGS
 CZ1140
 CZ1140                          STATION DESCRIPTION
 CZ1140
 CZ1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1140'3.2 MI N FROM COCKLEBUR.
 CZ1140'3.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1140'VILLAGE OF COCKLEBUR, ABOUT 1.0 MILE SOUTH OF AN ACCESS GATE TO THE
 CZ1140'PAPAGO INDIAN RESERVATION, AT THE Y JUNCTION OF A TRACK ROAD LEADING
 CZ1140'SOUTHWEST, IN A CLEARING, 36 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CZ1140'2.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1140'POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ1140'ROAD.
 CZ1140
 CZ1140                          STATION RECOVERY (1977)
 CZ1140
 CZ1140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1140'EVIDENCE OF ROAD HAS DISAPPEARED. NEAR WEST EDGE OF A SANDY AREA THAT
 CZ1140'EXTENDS ALONG WEST SIDE SANTA ROSA WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0639 ***********************************************************************
 DA0639  DESIGNATION -  R 298
 DA0639  PID         -  DA0639
 DA0639  STATE/COUNTY-  AZ/MARICOPA
 DA0639  USGS QUAD   -  GILA BEND (1973)
 DA0639
 DA0639                         *CURRENT SURVEY CONTROL
 DA0639  ___________________________________________________________________
 DA0639* NAD 83(1986)-  32 52 31.     (N)    112 39 51.     (W)     SCALED    
 DA0639* NAVD 88     -       278.05   (+/-2cm)     912.2    (feet)  VERTCON   
 DA0639  ___________________________________________________________________
 DA0639  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DA0639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0639
 DA0639.The horizontal coordinates were scaled from a topographic map and have
 DA0639.an estimated accuracy of +/- 6 seconds.
 DA0639
 DA0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0639.The vertical order pertains to the NGVD 29 superseded value.
 DA0639
 DA0639.The geoid height was determined by GEOID03.
 DA0639
 DA0639;                    North         East    Units  Estimated Accuracy
 DA0639;SPC AZ C     -   208,170.      143,410.      MT  (+/- 180 meters Scaled)
 DA0639
 DA0639                          SUPERSEDED SURVEY CONTROL
 DA0639
 DA0639  NGVD 29 (??/??/92)  277.441  (m)          910.24   (f) ADJ UNCH    2 0
 DA0639
 DA0639.Superseded values are not recommended for survey control.
 DA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0639.See file dsdata.txt to determine how the superseded data were derived.
 DA0639
 DA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB443386(NAD 83)
 DA0639_MARKER: DB = BENCH MARK DISK
 DA0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0639_STAMPING: R 298 1951
 DA0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0639+STABILITY: SURFACE MOTION
 DA0639
 DA0639  HISTORY     - Date     Condition        Report By
 DA0639  HISTORY     - 1951     MONUMENTED       CGS
 DA0639  HISTORY     - 1980     GOOD             USGS
 DA0639  HISTORY     - 20090206 GOOD             GEOCAC
 DA0639
 DA0639                          STATION DESCRIPTION
 DA0639
 DA0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0639'6.7 MI SE FROM GILA BEND.
 DA0639'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0639'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0639'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0639'SOUTH ALONG A TRACK ROAD, THENCE 2.7 MILES SOUTHEAST ALONG A TRACK
 DA0639'ROAD AT A POINT WHERE A FENCE CROSSES THE ROAD, AT A GATE 37 1/2 FEET
 DA0639'SOUTH OF THE APPROXIMATE CENTER OF THE GATE, 28.3 FEET SOUTH OF B.M.
 DA0639'909.3 (USGS), 22 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0639'2.1 FEET WEST OF THE FENCE, 1.6 FEET SOUTH OF A WITNESS POST, AND SET
 DA0639'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND,
 DA0639'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 DA0639
 DA0639                          STATION RECOVERY (1980)
 DA0639
 DA0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0639'FROM CENTER OF BUSINESS I-8 OVERRAMP AND I-8 ABOUT 2.5 MILES SE OF
 DA0639'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 3.95 MILES TO BM ON WEST. BM
 DA0639'IS AT A POINT WHERE ROAD CROSSES A WASH, 27 FT SW OF CENTER OF WASH,
 DA0639'28 FT WEST OF CENTER OF ROAD 2.1 FT WEST OF FENCE, 1.6 FT SOUTH OF A
 DA0639'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT AND
 DA0639'ABOUT 0.5 FT HIGHER THAN ROAD.
 DA0639
 DA0639                          STATION RECOVERY (2009)
 DA0639
 DA0639'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0639'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0639'THE DESCRIPTION - THE MARK IS LOCATED UNDER A LARGE PALO VERDE TREE.
 DA0639'HANDHELD COORDINATES
 DA0639'32 52 30.2 (N)   112 39 51.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1361 ***********************************************************************
 CZ1361  DESIGNATION -  R 299
 CZ1361  PID         -  CZ1361
 CZ1361  STATE/COUNTY-  AZ/PINAL
 CZ1361  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1361
 CZ1361                         *CURRENT SURVEY CONTROL
 CZ1361  ___________________________________________________________________
 CZ1361* NAD 83(1986)-  32 42 12.     (N)    111 47 07.     (W)     SCALED    
 CZ1361* NAVD 88     -       455.56   (+/-2cm)    1494.6    (feet)  VERTCON   
 CZ1361  ___________________________________________________________________
 CZ1361  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ1361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1361
 CZ1361.The horizontal coordinates were scaled from a topographic map and have
 CZ1361.an estimated accuracy of +/- 6 seconds.
 CZ1361
 CZ1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1361.The vertical order pertains to the NGVD 29 superseded value.
 CZ1361
 CZ1361.The geoid height was determined by GEOID03.
 CZ1361
 CZ1361;                    North         East    Units  Estimated Accuracy
 CZ1361;SPC AZ C     -   188,860.      225,680.      MT  (+/- 180 meters Scaled)
 CZ1361
 CZ1361                          SUPERSEDED SURVEY CONTROL
 CZ1361
 CZ1361  NGVD 29 (??/??/92)  454.970  (m)         1492.68   (f) ADJ UNCH    2 0
 CZ1361
 CZ1361.Superseded values are not recommended for survey control.
 CZ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1361.See file dsdata.txt to determine how the superseded data were derived.
 CZ1361
 CZ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB263186(NAD 83)
 CZ1361_MARKER: DB = BENCH MARK DISK
 CZ1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1361_STAMPING: R 299 1952
 CZ1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1361+STABILITY: SURFACE MOTION
 CZ1361
 CZ1361  HISTORY     - Date     Condition        Report By
 CZ1361  HISTORY     - 1952     MONUMENTED       CGS
 CZ1361  HISTORY     - 1966     GOOD             NGS
 CZ1361  HISTORY     - 1977     GOOD             USGS
 CZ1361
 CZ1361                          STATION DESCRIPTION
 CZ1361
 CZ1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1361'1.3 MI S FROM WHITE HORSE PASS.
 CZ1361'1.3 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1361'VILLAGE OF WHITE HORSE PASS, 0.8 MILE SOUTH OF THE JUNCTION OF A TRACK
 CZ1361'ROAD LEADING SOUTHEAST, 31 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CZ1361'1.9 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1361'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1361
 CZ1361                          STATION RECOVERY (1966)
 CZ1361
 CZ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1361'RECOVERED IN GOOD CONDITION.
 CZ1361
 CZ1361                          STATION RECOVERY (1977)
 CZ1361
 CZ1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1361'A STOCK POND HAS BEEN BUILT IN THE AREA. THIS MARK NOW SETS 0.05 MI.
 CZ1361'SW. OF THE SW. CORNER OF THE STOCK POND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0509 ***********************************************************************
 DA0509  DESIGNATION -  R 3
 DA0509  PID         -  DA0509
 DA0509  STATE/COUNTY-  AZ/MARICOPA
 DA0509  USGS QUAD   -  BLACK GAP (1986)
 DA0509
 DA0509                         *CURRENT SURVEY CONTROL
 DA0509  ___________________________________________________________________
 DA0509* NAD 83(1986)-  32 50 01.     (N)    112 46 47.     (W)     SCALED    
 DA0509* NAVD 88     -       282.275  (meters)     926.10   (feet)  ADJUSTED  
 DA0509  ___________________________________________________________________
 DA0509  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DA0509  DYNAMIC HT  -         281.945 (meters)     925.01  (feet)  COMP
 DA0509  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 DA0509
 DA0509  VERT ORDER  -  FIRST     CLASS II
 DA0509
 DA0509.The horizontal coordinates were scaled from a topographic map and have
 DA0509.an estimated accuracy of +/- 6 seconds.
 DA0509
 DA0509.The orthometric height was determined by differential leveling
 DA0509.and adjusted in June 1991.
 DA0509
 DA0509.The geoid height was determined by GEOID03.
 DA0509
 DA0509.The dynamic height is computed by dividing the NAVD 88
 DA0509.geopotential number by the normal gravity value computed on the
 DA0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0509.degrees latitude (g = 980.6199 gals.).
 DA0509
 DA0509.The modeled gravity was interpolated from observed gravity values.
 DA0509
 DA0509;                    North         East    Units  Estimated Accuracy
 DA0509;SPC AZ C     -   203,630.      132,560.      MT  (+/- 180 meters Scaled)
 DA0509
 DA0509                          SUPERSEDED SURVEY CONTROL
 DA0509
 DA0509  NGVD 29 (??/??/92)  281.666  (m)          924.10   (f) ADJ UNCH    1 2
 DA0509
 DA0509.Superseded values are not recommended for survey control.
 DA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0509.See file dsdata.txt to determine how the superseded data were derived.
 DA0509
 DA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB334342(NAD 83)
 DA0509_MARKER: DD = SURVEY DISK
 DA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0509_STAMPING: R 3 1930
 DA0509_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0509+STABILITY: SURFACE MOTION
 DA0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0509+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0509
 DA0509  HISTORY     - Date     Condition        Report By
 DA0509  HISTORY     - 1930     MONUMENTED       USGS
 DA0509  HISTORY     - 1953     GOOD             NGS
 DA0509  HISTORY     - 1980     GOOD             NGS
 DA0509  HISTORY     - 20060219 GOOD             USPSQD
 DA0509  HISTORY     - 20070603 GOOD             GEOCAC
 DA0509
 DA0509                          STATION DESCRIPTION
 DA0509
 DA0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0509'8.7 MI S FROM GILA BEND.
 DA0509'8.7 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0509'COMPANY RAILROAD STATION AT GILA BEND, 0.1 MILE NORTH OF TUCSON,
 DA0509'CORNELIA AND GILA BEND RAILROAD BRIDGE 91 AND A WASH ACROSS THE
 DA0509'HIGHWAY, 32 1/2 FEET EAST RAILROAD MILEPOLE 9, 94.8 FET NORTHWEST OF
 DA0509'THE CENTER OF THE NORTHWEST END OF RAILROAD WOODEN CULVERT 90, 76.4
 DA0509'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 62.5 FEET WEST OF THE
 DA0509'WEST RAIL, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0509'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0509'ABOVE THE GROUND.
 DA0509
 DA0509                          STATION RECOVERY (1980)
 DA0509
 DA0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0509'13.8 KM (8.6 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0509'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI)
 DA0509'NORTHEAST OF RAILWAY BRIDGE NUMBER 91 AND STATE HIGHWAY 85 MILEPOST
 DA0509'9, AT RAILWAY MILEPOLE 9, 19.0 METERS (62.5 FT) NORTHWEST OF THE
 DA0509'NORTHWEST RAIL OF THE TRACKS, 61.0 METERS (200 FT) SOUTHEAST OF THE
 DA0509'CENTERLINE OF THE HIGHWAY, 28.8 METERS (94.8 FT) NORTH OF THE
 DA0509'NORTHWEST CORNER OF RAILWAY CULVERT NUMBER 90, 9.9 METERS (32.5 FT)
 DA0509'NORTHEAST OF THE MILEPOST.
 DA0509'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA0509'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0509
 DA0509                          STATION RECOVERY (2006)
 DA0509
 DA0509'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0509'RECOVERED AS DESCRIBED.
 DA0509
 DA0509                          STATION RECOVERY (2007)
 DA0509
 DA0509'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0455 ***********************************************************************
 ES0455  DESIGNATION -  R 30
 ES0455  PID         -  ES0455
 ES0455  STATE/COUNTY-  AZ/YAVAPAI
 ES0455  USGS QUAD   -  CAMP VERDE (1969)
 ES0455
 ES0455                         *CURRENT SURVEY CONTROL
 ES0455  ___________________________________________________________________
 ES0455* NAD 83(1986)-  34 31 34.     (N)    111 48 08.     (W)     SCALED    
 ES0455* NAVD 88     -       960.616  (meters)    3151.62   (feet)  ADJUSTED  
 ES0455  ___________________________________________________________________
 ES0455  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 ES0455  DYNAMIC HT  -         959.412 (meters)    3147.67  (feet)  COMP
 ES0455  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 ES0455
 ES0455  VERT ORDER  -  FIRST     CLASS II
 ES0455
 ES0455.The horizontal coordinates were scaled from a topographic map and have
 ES0455.an estimated accuracy of +/- 6 seconds.
 ES0455
 ES0455.The orthometric height was determined by differential leveling
 ES0455.and adjusted in June 1991.
 ES0455
 ES0455.The geoid height was determined by GEOID03.
 ES0455
 ES0455.The dynamic height is computed by dividing the NAVD 88
 ES0455.geopotential number by the normal gravity value computed on the
 ES0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0455.degrees latitude (g = 980.6199 gals.).
 ES0455
 ES0455.The modeled gravity was interpolated from observed gravity values.
 ES0455
 ES0455;                    North         East    Units  Estimated Accuracy
 ES0455;SPC AZ C     -   391,010.      223,870.      MT  (+/- 180 meters Scaled)
 ES0455
 ES0455                          SUPERSEDED SURVEY CONTROL
 ES0455
 ES0455  NGVD 29 (??/??/92)  959.910  (m)         3149.30   (f) ADJ UNCH    1 2
 ES0455
 ES0455.Superseded values are not recommended for survey control.
 ES0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0455.See file dsdata.txt to determine how the superseded data were derived.
 ES0455
 ES0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD263207(NAD 83)
 ES0455_MARKER: DB = BENCH MARK DISK
 ES0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0455_MARK LOGO: CGS   
 ES0455_PROJECTION: PROJECTING 0 CENTIMETERS
 ES0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0455+STABILITY: SURFACE MOTION
 ES0455
 ES0455  HISTORY     - Date     Condition        Report By
 ES0455  HISTORY     - UNK      MONUMENTED       CGS
 ES0455  HISTORY     - 1933     GOOD             NGS
 ES0455  HISTORY     - 1982     GOOD             NGS
 ES0455
 ES0455                          STATION DESCRIPTION
 ES0455
 ES0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0455'4.6 MI SE FROM CAMP VERDE.
 ES0455'CONCRETE POST, AT SIDE OF HIGHWAY, 2.0 MILES WEST OF CLEAR CREEK
 ES0455'HIGHWAY BRIDGE, 500 FEET EAST OF Y-JUNCTION OF SIDE ROAD LEADING
 ES0455'SOUTHWARD TO CLEAR CREEK AND WINGFIELD RANCH, 62 FEET SOUTHEAST OF
 ES0455'HIGHWAY CENTER-LINE.
 ES0455
 ES0455                          STATION RECOVERY (1982)
 ES0455
 ES0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0455'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0455'7.2 KM (4.5 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0455'OFFICE IN CAMP VERDE, IN A LARGE FLAT AREA IN THE SOUTHEAST CORNER OF
 ES0455'A T JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, NEAR A PROMINENT CURVE
 ES0455'IN THE HIGHWAY, ABOUT 108.0 METERS (355 FT) SOUTH OF THE HIGHWAY
 ES0455'CENTERLINE, ABOUT 150.0 METERS (490 FT) EAST OF THE ROAD CENTER.
 ES0455'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ES0455'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0009 ***********************************************************************
 GP0009  DESIGNATION -  R 30
 GP0009  PID         -  GP0009
 GP0009  STATE/COUNTY-  AZ/NAVAJO
 GP0009  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0009
 GP0009                         *CURRENT SURVEY CONTROL
 GP0009  ___________________________________________________________________
 GP0009* NAD 83(1986)-  36 55 13.     (N)    110 14 08.     (W)     SCALED    
 GP0009* NAVD 88     -      1610.388  (meters)    5283.41   (feet)  ADJUSTED  
 GP0009  ___________________________________________________________________
 GP0009  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 GP0009  DYNAMIC HT  -        1608.521 (meters)    5277.29  (feet)  COMP
 GP0009  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 GP0009
 GP0009  VERT ORDER  -  FIRST     CLASS II
 GP0009
 GP0009.The horizontal coordinates were scaled from a topographic map and have
 GP0009.an estimated accuracy of +/- 6 seconds.
 GP0009
 GP0009.The orthometric height was determined by differential leveling
 GP0009.and adjusted in June 1991.
 GP0009
 GP0009.The geoid height was determined by GEOID03.
 GP0009
 GP0009.The dynamic height is computed by dividing the NAVD 88
 GP0009.geopotential number by the normal gravity value computed on the
 GP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0009.degrees latitude (g = 980.6199 gals.).
 GP0009
 GP0009.The modeled gravity was interpolated from observed gravity values.
 GP0009
 GP0009;                    North         East    Units  Estimated Accuracy
 GP0009;SPC AZ E     -   656,630.      207,220.      MT  (+/- 180 meters Scaled)
 GP0009
 GP0009                          SUPERSEDED SURVEY CONTROL
 GP0009
 GP0009  NGVD 29 (??/??/92) 1609.478  (m)         5280.43   (f) ADJ UNCH    1 2
 GP0009
 GP0009.Superseded values are not recommended for survey control.
 GP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0009.See file dsdata.txt to determine how the superseded data were derived.
 GP0009
 GP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF680863(NAD 83)
 GP0009_MARKER: DB = BENCH MARK DISK
 GP0009_SETTING: 66 = SET IN ROCK OUTCROP
 GP0009_SP_SET: ROCK OUTCROP
 GP0009_STAMPING: R 30 1933 5280.429
 GP0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0009+STABILITY: POSITION/ELEVATION WELL
 GP0009
 GP0009  HISTORY     - Date     Condition        Report By
 GP0009  HISTORY     - 1933     MONUMENTED       CGS
 GP0009  HISTORY     - 1962     GOOD             NGS
 GP0009  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0009
 GP0009                          STATION DESCRIPTION
 GP0009
 GP0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0009'9.1 MI S FROM GOULDING TR POST, UT.
 GP0009'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0009'UTAH.  THENCE 6.05 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0009'STATE HIGHWAY 64.  THENCE 0.25 MILE SOUTHWEST ALONG A DIRT ROAD.
 GP0009'THENCE 0.85 MILE SOUTH-SOUTHWEST ALONG AN ABANDONED ROAD, ABOUT 0.45
 GP0009'MILE WEST OF HIGHWAY 64, 193 FEET NORTHWEST OF THE CENTERLINE OF THE
 GP0009'ABANDONED ROAD, ABOUT 4 FEET ABOVE THE LEVEL OF THE ABANDONED ROAD,
 GP0009'AND SET IN THE TOP OF THE SOUTHEAST BASE OF A ROCK OUTCROP WHICH
 GP0009'PROJECTS ABOUT 12 FEET AND IS ABOUT 40 FEET IN DIAMETER.
 GP0009
 GP0009                          STATION RECOVERY (1983)
 GP0009
 GP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1377 ***********************************************************************
 CZ1377  DESIGNATION -  R 300
 CZ1377  PID         -  CZ1377
 CZ1377  STATE/COUNTY-  AZ/PINAL
 CZ1377  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1377
 CZ1377                         *CURRENT SURVEY CONTROL
 CZ1377  ___________________________________________________________________
 CZ1377* NAD 83(1986)-  32 37 22.     (N)    111 41 20.     (W)     SCALED    
 CZ1377* NAVD 88     -       480.83   (+/-2cm)    1577.5    (feet)  VERTCON   
 CZ1377  ___________________________________________________________________
 CZ1377  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1377
 CZ1377.The horizontal coordinates were scaled from a topographic map and have
 CZ1377.an estimated accuracy of +/- 6 seconds.
 CZ1377
 CZ1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1377.The vertical order pertains to the NGVD 29 superseded value.
 CZ1377
 CZ1377.The geoid height was determined by GEOID03.
 CZ1377
 CZ1377;                    North         East    Units  Estimated Accuracy
 CZ1377;SPC AZ C     -   179,940.      234,740.      MT  (+/- 180 meters Scaled)
 CZ1377
 CZ1377                          SUPERSEDED SURVEY CONTROL
 CZ1377
 CZ1377  NGVD 29 (??/??/92)  480.276  (m)         1575.71   (f) ADJ UNCH    2 0
 CZ1377
 CZ1377.Superseded values are not recommended for survey control.
 CZ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1377.See file dsdata.txt to determine how the superseded data were derived.
 CZ1377
 CZ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB353096(NAD 83)
 CZ1377_MARKER: DB = BENCH MARK DISK
 CZ1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1377_STAMPING: R 300 1952
 CZ1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1377+STABILITY: SURFACE MOTION
 CZ1377
 CZ1377  HISTORY     - Date     Condition        Report By
 CZ1377  HISTORY     - 1952     MONUMENTED       CGS
 CZ1377  HISTORY     - 1966     GOOD             NGS
 CZ1377  HISTORY     - 1977     GOOD             USGS
 CZ1377
 CZ1377                          STATION DESCRIPTION
 CZ1377
 CZ1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1377'11.9 MI SE FROM WHITE HORSE PASS.
 CZ1377'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1377'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTH ACROSS COUNTRY,
 CZ1377'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.7 MILES EAST ALONG
 CZ1377'A TRACK ROAD, THENCE 4 MILES SOUTHEAST ALONG A DIM TRACK ROAD, AT THE
 CZ1377'JUNCTION OF AN EAST-WEST GRADED ROAD, ABOUT 125 YARDS WEST OF A DEEP
 CZ1377'WASH, ABOUT 115 YARDS EAST OF A GRAVEL PIT, 25 FEET SOUTH OF THE
 CZ1377'CENTER LINE OF THE GRADED ROAD, 1.9 FEET NORTH OF A WITNESS POST, AND
 CZ1377'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CZ1377'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1377
 CZ1377                          STATION RECOVERY (1966)
 CZ1377
 CZ1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1377'RECOVERED IN GOOD CONDITION.
 CZ1377
 CZ1377                          STATION RECOVERY (1977)
 CZ1377
 CZ1377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1377'ARIZONA CITY POST OFFICE, 9.9 MI S. OF, ALONG SUNLAND GIN RD., THENCE
 CZ1377'1.4 MI NW ALONG LEVEE AND TRACK RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0400 ***********************************************************************
 CG0400  DESIGNATION -  R 301
 CG0400  PID         -  CG0400
 CG0400  STATE/COUNTY-  AZ/PIMA
 CG0400  USGS QUAD   -  STEVENS MTN (1982)
 CG0400
 CG0400                         *CURRENT SURVEY CONTROL
 CG0400  ___________________________________________________________________
 CG0400* NAD 83(1986)-  31 59 56.     (N)    111 21 46.     (W)     SCALED    
 CG0400* NAVD 88     -       842.96   (+/-2cm)    2765.6    (feet)  VERTCON   
 CG0400  ___________________________________________________________________
 CG0400  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CG0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0400
 CG0400.The horizontal coordinates were scaled from a topographic map and have
 CG0400.an estimated accuracy of +/- 6 seconds.
 CG0400
 CG0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0400.The vertical order pertains to the NGVD 29 superseded value.
 CG0400
 CG0400.The geoid height was determined by GEOID03.
 CG0400
 CG0400;                    North         East    Units  Estimated Accuracy
 CG0400;SPC AZ C     -   110,880.      265,690.      MT  (+/- 180 meters Scaled)
 CG0400
 CG0400                          SUPERSEDED SURVEY CONTROL
 CG0400
 CG0400  NGVD 29 (??/??/92)  842.239  (m)         2763.25   (f) ADJ UNCH    2 0
 CG0400
 CG0400.Superseded values are not recommended for survey control.
 CG0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0400.See file dsdata.txt to determine how the superseded data were derived.
 CG0400
 CG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA657403(NAD 83)
 CG0400_MARKER: DB = BENCH MARK DISK
 CG0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0400_STAMPING: R 301 1951
 CG0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0400+STABILITY: SURFACE MOTION
 CG0400
 CG0400  HISTORY     - Date     Condition        Report By
 CG0400  HISTORY     - 1951     MONUMENTED       CGS
 CG0400  HISTORY     - 1974     GOOD             USGS
 CG0400
 CG0400                          STATION DESCRIPTION
 CG0400
 CG0400'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0400'6.35 MI S FROM THREE POINTS.
 CG0400'6.35 MILES SOUTH OF A Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0400'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, AT A SMALL CUT THRU A LOW
 CG0400'RIDGE, 0.05 MILE NORTH OF A WASH ACROSS THE ROAD WITH A RETAINGING
 CG0400'WALL, 51 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2.3 FEET SOUTH
 CG0400'OF A WITNESS POST AND 2.4 FEET HIGHER THAN THE ROAD, AND SET IN THE
 CG0400'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0536 ***********************************************************************
 CG0536  DESIGNATION -  R 302
 CG0536  PID         -  CG0536
 CG0536  STATE/COUNTY-  AZ/PIMA
 CG0536  USGS QUAD   -  WILBUR CANYON (1980)
 CG0536
 CG0536                         *CURRENT SURVEY CONTROL
 CG0536  ___________________________________________________________________
 CG0536* NAD 83(1986)-  31 37 15.     (N)    111 26 11.     (W)     SCALED    
 CG0536* NAVD 88     -      1051.47   (+/-2cm)    3449.7    (feet)  VERTCON   
 CG0536  ___________________________________________________________________
 CG0536  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CG0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0536
 CG0536.The horizontal coordinates were scaled from a topographic map and have
 CG0536.an estimated accuracy of +/- 6 seconds.
 CG0536
 CG0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0536.The vertical order pertains to the NGVD 29 superseded value.
 CG0536
 CG0536.The geoid height was determined by GEOID03.
 CG0536
 CG0536;                    North         East    Units  Estimated Accuracy
 CG0536;SPC AZ C     -    68,930.      258,920.      MT  (+/- 180 meters Scaled)
 CG0536
 CG0536                          SUPERSEDED SURVEY CONTROL
 CG0536
 CG0536  NGVD 29 (??/??/92) 1050.683  (m)         3447.12   (f) ADJ UNCH    2 0
 CG0536
 CG0536.Superseded values are not recommended for survey control.
 CG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0536.See file dsdata.txt to determine how the superseded data were derived.
 CG0536
 CG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV586984(NAD 83)
 CG0536_MARKER: DB = BENCH MARK DISK
 CG0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0536_STAMPING: R 302 1951
 CG0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0536+STABILITY: SURFACE MOTION
 CG0536
 CG0536  HISTORY     - Date     Condition        Report By
 CG0536  HISTORY     - 1951     MONUMENTED       CGS
 CG0536  HISTORY     - 1977     GOOD             USGS
 CG0536
 CG0536                          STATION DESCRIPTION
 CG0536
 CG0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0536'8.95 MI NW FROM ARIVACA.
 CG0536'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0536'THENCE 7.8 MILES NORTHWEST ALONG THE MAIN ROAD TO A Y JUNCTION OF A
 CG0536'TRACK ROAD LEADING WEST AND SOUTHWEST, THENCE 1.05 MILES WEST AND
 CG0536'SOUTHWEST ALONG THE TRACK ROAD, AND ABOUT HALF WAY UP A RIDGE, 0.2
 CG0536'MILE SOUTHWEST OF AN IRON GATE, SALT LICK, AND A CONCRETE WATER TANK
 CG0536'FOR CATTLE, AND ABOUT 150 FEET SOUTH OF A DEEP WASH, 31 FEET SOUTH OF
 CG0536'THE CENTER LINE OF THE TRACK ROAD, 2.5 FEET EAST OF THE WITNESS POST,
 CG0536'AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0536'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0536
 CG0536                          STATION RECOVERY (1977)
 CG0536
 CG0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0536'ARIVACA, 0.1 MI S. TO MAIN RD. FROM SCHOOLHOUSE, THENCE 7.8 MI NW. TO
 CG0536'T-RD., THENCE 1.05 MI W. AND SW. ALONG TRACK RD., THENCE 0.15 MI W.
 CG0536'CROSS-COUNTRY TO FIRST BENCH HALFWAY UP RIDGE, (ABOUT 0.2 MI SW. OF
 CG0536'CIRCULAR CONCRETE WATER TANK). ABOUT 150 FT S. OF DEEP WASH, 31 FT S.
 CG0536'OF CENTERLINE OF TRACK RD., 2.5 FT E. OF WITNESS POST, ABOUT 1 FT
 CG0536'LOWER THAN RD. SET IN CONCRETE POST PROJECTING 0.3 FT ABOVE GROUND.
 CG0536'STANDARD DISK STAMPED R 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1330 ***********************************************************************
 CZ1330  DESIGNATION -  R 303
 CZ1330  PID         -  CZ1330
 CZ1330  STATE/COUNTY-  AZ/PINAL
 CZ1330  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1330
 CZ1330                         *CURRENT SURVEY CONTROL
 CZ1330  ___________________________________________________________________
 CZ1330* NAD 83(1986)-  32 34 14.     (N)    111 34 03.     (W)     SCALED    
 CZ1330* NAVD 88     -       508.92   (+/-2cm)    1669.7    (feet)  VERTCON   
 CZ1330  ___________________________________________________________________
 CZ1330  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1330
 CZ1330.The horizontal coordinates were scaled from a topographic map and have
 CZ1330.an estimated accuracy of +/- 6 seconds.
 CZ1330
 CZ1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1330.The vertical order pertains to the NGVD 29 superseded value.
 CZ1330
 CZ1330.The geoid height was determined by GEOID03.
 CZ1330
 CZ1330;                    North         East    Units  Estimated Accuracy
 CZ1330;SPC AZ C     -   174,180.      246,150.      MT  (+/- 180 meters Scaled)
 CZ1330
 CZ1330                          SUPERSEDED SURVEY CONTROL
 CZ1330
 CZ1330  NGVD 29 (??/??/92)  508.390  (m)         1667.94   (f) ADJ UNCH    2 0
 CZ1330
 CZ1330.Superseded values are not recommended for survey control.
 CZ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1330.See file dsdata.txt to determine how the superseded data were derived.
 CZ1330
 CZ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467038(NAD 83)
 CZ1330_MARKER: DB = BENCH MARK DISK
 CZ1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1330_STAMPING: R 303 1951
 CZ1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1330+STABILITY: SURFACE MOTION
 CZ1330
 CZ1330  HISTORY     - Date     Condition        Report By
 CZ1330  HISTORY     - 1951     MONUMENTED       CGS
 CZ1330
 CZ1330                          STATION DESCRIPTION
 CZ1330
 CZ1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1330'13.3 MI S FROM ELOY.
 CZ1330'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1330'RAILROAD STATION AT ELOY, THENCE 11.1 MILES SOUTH ALONG SUNSHINE
 CZ1330'BLVD., THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 1 MILE WEST
 CZ1330'ALONG A TRACK ROAD AT THE INTERSECTION OF A WIDE SOUTHEAST-NORTHWEST
 CZ1330'CLEARED STRIP FOR AN UNDER GROUND GAS LINE, IN THE SOUTHEAST CORNER OF
 CZ1330'THE INTERSECTION, ABOUT 77 FEET NORTHEAST OF THE CENTER LINE OF
 CZ1330'CLEARED STRIP, 72 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17.7 FEET
 CZ1330'NORTH OF A LONE MESQUITE TREE, 2.2 FEET NORTHEAST OF A WITNESS POST,
 CZ1330'AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING
 CZ1330'0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1347 ***********************************************************************
 CZ1347  DESIGNATION -  R 304
 CZ1347  PID         -  CZ1347
 CZ1347  STATE/COUNTY-  AZ/PINAL
 CZ1347  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1347
 CZ1347                         *CURRENT SURVEY CONTROL
 CZ1347  ___________________________________________________________________
 CZ1347* NAD 83(1986)-  32 37 54.     (N)    111 33 03.     (W)     SCALED    
 CZ1347* NAVD 88     -       506.65   (+/-2cm)    1662.2    (feet)  VERTCON   
 CZ1347  ___________________________________________________________________
 CZ1347  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1347
 CZ1347.The horizontal coordinates were scaled from a topographic map and have
 CZ1347.an estimated accuracy of +/- 6 seconds.
 CZ1347
 CZ1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1347.The vertical order pertains to the NGVD 29 superseded value.
 CZ1347
 CZ1347.The geoid height was determined by GEOID03.
 CZ1347
 CZ1347;                    North         East    Units  Estimated Accuracy
 CZ1347;SPC AZ C     -   180,970.      247,690.      MT  (+/- 180 meters Scaled)
 CZ1347
 CZ1347                          SUPERSEDED SURVEY CONTROL
 CZ1347
 CZ1347  NGVD 29 (??/??/92)  506.104  (m)         1660.44   (f) ADJ UNCH    2 0
 CZ1347
 CZ1347.Superseded values are not recommended for survey control.
 CZ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1347.See file dsdata.txt to determine how the superseded data were derived.
 CZ1347
 CZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB483105(NAD 83)
 CZ1347_MARKER: DB = BENCH MARK DISK
 CZ1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1347_STAMPING: R 304 1951
 CZ1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1347+STABILITY: SURFACE MOTION
 CZ1347
 CZ1347  HISTORY     - Date     Condition        Report By
 CZ1347  HISTORY     - 1951     MONUMENTED       CGS
 CZ1347  HISTORY     - 19920219 MARK NOT FOUND   NGS
 CZ1347
 CZ1347                          STATION DESCRIPTION
 CZ1347
 CZ1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1347'8.3 MI S FROM ELOY.
 CZ1347'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1347'RAILROAD STATION AT ELOY, THENCE 8 MILES SOUTH ALONG SUNSHINE BLVD.,
 CZ1347'AT THE INTERSECTION OF AN EAST-WEST DIRT ROAD, AT THE SOUTHEAST CORNER
 CZ1347'OF THE INTERSECTION, 50.7 FEET SOUTHEAST OF A 10 INCH IRON COVER WHICH
 CZ1347'IS AT THE CENTER OF THE INTERSECTION, 38 1/2 FEET EAST OF THE CENTER
 CZ1347'LINE OF THE BLVD., 37 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD,
 CZ1347'18.4 FEET EAST OF THE EAST END OF A 24 INCH CORRUGATED METAL PIPE
 CZ1347'CULVERT UNDER THE BLVD., 2 FEET SOUTH OF A POWER LINE POLE, AND ABOUT
 CZ1347'1 FOOT LOWER THAN THE BLVD., AND SET IN A CONCRETE POST PROJECTING 1
 CZ1347'FOOT ABOVE THE GROUND.
 CZ1347
 CZ1347                          STATION RECOVERY (1992)
 CZ1347
 CZ1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1347'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0750 ***********************************************************************
 CG0750  DESIGNATION -  R 305
 CG0750  PID         -  CG0750
 CG0750  STATE/COUNTY-  AZ/PIMA
 CG0750  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0750
 CG0750                         *CURRENT SURVEY CONTROL
 CG0750  ___________________________________________________________________
 CG0750* NAD 83(1986)-  31 40 47.     (N)    111 48 02.     (W)     SCALED    
 CG0750* NAVD 88     -       737.86   (+/-2cm)    2420.8    (feet)  VERTCON   
 CG0750  ___________________________________________________________________
 CG0750  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 CG0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0750
 CG0750.The horizontal coordinates were scaled from a topographic map and have
 CG0750.an estimated accuracy of +/- 6 seconds.
 CG0750
 CG0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0750.The vertical order pertains to the NGVD 29 superseded value.
 CG0750
 CG0750.The geoid height was determined by GEOID03.
 CG0750
 CG0750;                    North         East    Units  Estimated Accuracy
 CG0750;SPC AZ C     -    75,360.      224,370.      MT  (+/- 180 meters Scaled)
 CG0750
 CG0750                          SUPERSEDED SURVEY CONTROL
 CG0750
 CG0750  NGVD 29 (??/??/92)  737.133  (m)         2418.41   (f) ADJ UNCH    2 0
 CG0750
 CG0750.Superseded values are not recommended for survey control.
 CG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0750.See file dsdata.txt to determine how the superseded data were derived.
 CG0750
 CG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA241052(NAD 83)
 CG0750_MARKER: DB = BENCH MARK DISK
 CG0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0750_STAMPING: R 305 1952
 CG0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0750+STABILITY: SURFACE MOTION
 CG0750
 CG0750  HISTORY     - Date     Condition        Report By
 CG0750  HISTORY     - 1952     MONUMENTED       CGS
 CG0750  HISTORY     - 1977     GOOD             USGS
 CG0750
 CG0750                          STATION DESCRIPTION
 CG0750
 CG0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0750'5.15 MI N FROM SAN MIGUEL.
 CG0750'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0750'SCHOOL AT SAN MIGUEL, THENCE 4.95 MILES NORTH ALONG A WAGON ROAD
 CG0750'FOLLOWING A LINE OF TELEPHONE POLES, IN LINE WITH THE TELEPHONE POLES,
 CG0750'52 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.9 FEET SOUTH OF A
 CG0750'TELEPHONE POLE, 2.6 FEET NORTH OF THE WITNESS POST, AND SET IN THE TOP
 CG0750'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0750
 CG0750                          STATION RECOVERY (1977)
 CG0750
 CG0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0750'DELETE 52 FT W. OF CENTERLINE OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0697 ***********************************************************************
 CG0697  DESIGNATION -  R 306
 CG0697  PID         -  CG0697
 CG0697  STATE/COUNTY-  AZ/PIMA
 CG0697  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0697
 CG0697                         *CURRENT SURVEY CONTROL
 CG0697  ___________________________________________________________________
 CG0697* NAD 83(1986)-  31 34 58.     (N)    111 41 21.     (W)     SCALED    
 CG0697* NAVD 88     -       887.23   (+/-2cm)    2910.9    (feet)  VERTCON   
 CG0697  ___________________________________________________________________
 CG0697  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG0697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0697
 CG0697.The horizontal coordinates were scaled from a topographic map and have
 CG0697.an estimated accuracy of +/- 6 seconds.
 CG0697
 CG0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0697.The vertical order pertains to the NGVD 29 superseded value.
 CG0697
 CG0697.The geoid height was determined by GEOID03.
 CG0697
 CG0697;                    North         East    Units  Estimated Accuracy
 CG0697;SPC AZ C     -    64,630.      234,950.      MT  (+/- 180 meters Scaled)
 CG0697
 CG0697                          SUPERSEDED SURVEY CONTROL
 CG0697
 CG0697  NGVD 29 (??/??/92)  886.460  (m)         2908.33   (f) ADJ UNCH    2 0
 CG0697
 CG0697.Superseded values are not recommended for survey control.
 CG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0697.See file dsdata.txt to determine how the superseded data were derived.
 CG0697
 CG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV346943(NAD 83)
 CG0697_MARKER: DB = BENCH MARK DISK
 CG0697_SETTING: 80 = SET IN A BOULDER
 CG0697_SP_SET: BOULDER
 CG0697_STAMPING: R 306 1952
 CG0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0697+STABILITY: SURFACE MOTION
 CG0697
 CG0697  HISTORY     - Date     Condition        Report By
 CG0697  HISTORY     - 1952     MONUMENTED       CGS
 CG0697  HISTORY     - 1977     GOOD             USGS
 CG0697
 CG0697                          STATION DESCRIPTION
 CG0697
 CG0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0697'8.15 MI SE FROM SAN MIGUEL.
 CG0697'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0697'MIGUEL, THENCE 3.85 MILES SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, AT
 CG0697'A T JUNCTION OF A TRACK ROAD LEADING EAST AND SET IN THE TOP OF THE
 CG0697'NORTH END OF A LARGE BOULDER, 214.6 FEET NORTHWEST AND ACROSS THE MAIN
 CG0697'ROAD FROM USGS CHISELED SQUARE 2914.7, 87 FEET SOUTHWEST OF THE CENTER
 CG0697'OF THE T JUNCTION, 75 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.6
 CG0697'FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 CG0697'ROAD.
 CG0697
 CG0697                          STATION RECOVERY (1977)
 CG0697
 CG0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0697'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0697'THENCE 3.85 MI S. ALONG DIRT AND MAIN RD., AT SMALL BEND IN RD. 75 FT
 CG0697'W. OF CENTERLINE OF RD., 2.6 FT NW. OF WITNESS POST. SET IN TOP OF
 CG0697'NORTH END OF LARGE BOULDER, ABOUT 3 FT LOWER THAN RD. STANDARD DISK
 CG0697'STAMPED R 306 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0390 ***********************************************************************
 DA0390  DESIGNATION -  R 307
 DA0390  PID         -  DA0390
 DA0390  STATE/COUNTY-  AZ/PIMA
 DA0390  USGS QUAD   -  BATES WELL (1990)
 DA0390
 DA0390                         *CURRENT SURVEY CONTROL
 DA0390  ___________________________________________________________________
 DA0390* NAD 83(1986)-  32 10 44.     (N)    112 56 24.     (W)     SCALED    
 DA0390* NAVD 88     -       427.95   (+/-2cm)    1404.0    (feet)  VERTCON   
 DA0390  ___________________________________________________________________
 DA0390  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0390
 DA0390.The horizontal coordinates were scaled from a topographic map and have
 DA0390.an estimated accuracy of +/- 6 seconds.
 DA0390
 DA0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0390.The vertical order pertains to the NGVD 29 superseded value.
 DA0390
 DA0390.The geoid height was determined by GEOID03.
 DA0390
 DA0390;                    North         East    Units  Estimated Accuracy
 DA0390;SPC AZ C     -   131,160.      116,860.      MT  (+/- 180 meters Scaled)
 DA0390
 DA0390                          SUPERSEDED SURVEY CONTROL
 DA0390
 DA0390  NGVD 29 (??/??/92)  427.245  (m)         1401.72   (f) ADJ UNCH    2 0
 DA0390
 DA0390.Superseded values are not recommended for survey control.
 DA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0390.See file dsdata.txt to determine how the superseded data were derived.
 DA0390
 DA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA170619(NAD 83)
 DA0390_MARKER: DB = BENCH MARK DISK
 DA0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0390_STAMPING: R 307 1952
 DA0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0390+STABILITY: SURFACE MOTION
 DA0390
 DA0390  HISTORY     - Date     Condition        Report By
 DA0390  HISTORY     - 1952     MONUMENTED       CGS
 DA0390
 DA0390                          STATION DESCRIPTION
 DA0390
 DA0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0390'17.9 MI S FROM AJO.
 DA0390'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0390'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 1.9 MILE EAST ALONG
 DA0390'HIGHWAY 86 TO T JUNCTION OF ROAD SOUTH TO DARBY WELL, THENCE 15.85
 DA0390'MILES SOUTHWEST AND SOUTH ALONG THE DARBY WELL AND BATES WELL ROAD, AT
 DA0390'A SMALL DRAW AT A LOW, ROCKY RIDGE, 71 FEET EAST OF THE CENTERLINE OF
 DA0390'ROAD, 2.0 FEET SOUTHWEST OF THE WITNESS POST, IN A CONCRETE POST
 DA0390'PROJECTING 0.3 FOOT, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0106 ***********************************************************************
 CH0106  DESIGNATION -  R 308
 CH0106  PID         -  CH0106
 CH0106  STATE/COUNTY-  AZ/PIMA
 CH0106  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0106
 CH0106                         *CURRENT SURVEY CONTROL
 CH0106  ___________________________________________________________________
 CH0106* NAD 83(1986)-  31 59 08.     (N)    112 59 39.     (W)     SCALED    
 CH0106* NAVD 88     -       384.10   (+/-2cm)    1260.2    (feet)  VERTCON   
 CH0106  ___________________________________________________________________
 CH0106  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 CH0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0106
 CH0106.The horizontal coordinates were scaled from a topographic map and have
 CH0106.an estimated accuracy of +/- 6 seconds.
 CH0106
 CH0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0106.The vertical order pertains to the NGVD 29 superseded value.
 CH0106
 CH0106.The geoid height was determined by GEOID03.
 CH0106
 CH0106;                    North         East    Units  Estimated Accuracy
 CH0106;SPC AZ C     -   109,770.      111,540.      MT  (+/- 180 meters Scaled)
 CH0106
 CH0106                          SUPERSEDED SURVEY CONTROL
 CH0106
 CH0106  NGVD 29 (??/??/92)  383.388  (m)         1257.83   (f) ADJ UNCH    2 0
 CH0106
 CH0106.Superseded values are not recommended for survey control.
 CH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0106.See file dsdata.txt to determine how the superseded data were derived.
 CH0106
 CH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA115405(NAD 83)
 CH0106_MARKER: DB = BENCH MARK DISK
 CH0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0106_STAMPING: R 308 1952
 CH0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0106+STABILITY: SURFACE MOTION
 CH0106
 CH0106  HISTORY     - Date     Condition        Report By
 CH0106  HISTORY     - 1952     MONUMENTED       CGS
 CH0106
 CH0106                          STATION DESCRIPTION
 CH0106
 CH0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0106'18.45 MI NW FROM LUKEVILLE.
 CH0106'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 CH0106'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 CH0106'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 CH0106'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 3 MILE
 CH0106'NORTHEAST ALONG A ROAD TO DRIPPING SPRINGS, 54 1/2 FEET WEST OF THE
 CH0106'CENTER LINE OF THE ROAD, 2.3 FEET SOUTH OF THE WITNESS POST, AND ABOUT
 CH0106'LEVEL WITH THE ROAD, AND IN A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0409 ***********************************************************************
 DA0409  DESIGNATION -  R 309
 DA0409  PID         -  DA0409
 DA0409  STATE/COUNTY-  AZ/PIMA
 DA0409  USGS QUAD   -  GUNSIGHT (1990)
 DA0409
 DA0409                         *CURRENT SURVEY CONTROL
 DA0409  ___________________________________________________________________
 DA0409* NAD 83(1986)-  32 08 13.     (N)    112 39 50.     (W)     SCALED    
 DA0409* NAVD 88     -       649.66   (+/-2cm)    2131.4    (feet)  VERTCON   
 DA0409  ___________________________________________________________________
 DA0409  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0409
 DA0409.The horizontal coordinates were scaled from a topographic map and have
 DA0409.an estimated accuracy of +/- 6 seconds.
 DA0409
 DA0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0409.The vertical order pertains to the NGVD 29 superseded value.
 DA0409
 DA0409.The geoid height was determined by GEOID03.
 DA0409
 DA0409;                    North         East    Units  Estimated Accuracy
 DA0409;SPC AZ C     -   126,300.      142,860.      MT  (+/- 180 meters Scaled)
 DA0409
 DA0409                          SUPERSEDED SURVEY CONTROL
 DA0409
 DA0409  NGVD 29 (??/??/92)  648.906  (m)         2128.95   (f) ADJ UNCH    2 0
 DA0409
 DA0409.Superseded values are not recommended for survey control.
 DA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0409.See file dsdata.txt to determine how the superseded data were derived.
 DA0409
 DA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA430568(NAD 83)
 DA0409_MARKER: DB = BENCH MARK DISK
 DA0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0409_STAMPING: R 309 1952
 DA0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0409+STABILITY: SURFACE MOTION
 DA0409
 DA0409  HISTORY     - Date     Condition        Report By
 DA0409  HISTORY     - 1952     MONUMENTED       CGS
 DA0409  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0409
 DA0409                          STATION DESCRIPTION
 DA0409
 DA0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0409'23.1 MI SE FROM AJO.
 DA0409'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0409'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 16.35 MILES SOUTHEAST
 DA0409'ALONG THE HIGHWAY 86 TO AN INTERSECTION OF ROAD NORTH AND SOUTH,
 DA0409'THENCE 5.15 MILES SOUTH ALONG A ROAD LEADING TO KERWOO TO A Y JUNCTION
 DA0409'OF A ROAD LEADING SOUTHWEST TO WALLS WELL, THENCE 1.45 MILES SOUTHWEST
 DA0409'ALONG A ROAD LEADING TO WALLS WELL, AT WALLS WELL AND NEAR THE
 DA0409'NORTHEAST CORNER OF A CORRAL, 16 1/2 FEET SOUTHEAST OF THE CENTER LINE
 DA0409'OF THE ROAD LEADING WEST TO BATES WELL, 7.2 FEET SOUTHWEST OF THE
 DA0409'NORTHEAST CORNER OF A POLE CORRAL, 1.8 FEET NORTHWEST OF THE POLE
 DA0409'CORRAL FENCE, 1.7 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH
 DA0409'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.2 FOOT.
 DA0409
 DA0409                          STATION RECOVERY (1988)
 DA0409
 DA0409'RECOVERY NOTE BY US POWER SQUADRON 1988 (SGD)
 DA0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0495 ***********************************************************************
 ES0495  DESIGNATION -  R 31
 ES0495  PID         -  ES0495
 ES0495  STATE/COUNTY-  AZ/YAVAPAI
 ES0495  USGS QUAD   -  SEDONA (1969)
 ES0495
 ES0495                         *CURRENT SURVEY CONTROL
 ES0495  ___________________________________________________________________
 ES0495* NAD 83(1986)-  34 51 47.     (N)    111 46 42.     (W)     SCALED    
 ES0495* NAVD 88     -      1345.295  (meters)    4413.69   (feet)  ADJUSTED  
 ES0495  ___________________________________________________________________
 ES0495  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ES0495  DYNAMIC HT  -        1343.565 (meters)    4408.01  (feet)  COMP
 ES0495  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 ES0495
 ES0495  VERT ORDER  -  FIRST     CLASS II
 ES0495
 ES0495.The horizontal coordinates were scaled from a topographic map and have
 ES0495.an estimated accuracy of +/- 6 seconds.
 ES0495
 ES0495.The orthometric height was determined by differential leveling
 ES0495.and adjusted in June 1991.
 ES0495
 ES0495.The geoid height was determined by GEOID03.
 ES0495
 ES0495.The dynamic height is computed by dividing the NAVD 88
 ES0495.geopotential number by the normal gravity value computed on the
 ES0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0495.degrees latitude (g = 980.6199 gals.).
 ES0495
 ES0495.The modeled gravity was interpolated from observed gravity values.
 ES0495
 ES0495;                    North         East    Units  Estimated Accuracy
 ES0495;SPC AZ C     -   428,390.      226,010.      MT  (+/- 180 meters Scaled)
 ES0495
 ES0495                          SUPERSEDED SURVEY CONTROL
 ES0495
 ES0495  NGVD 29 (??/??/92) 1344.489  (m)         4411.04   (f) ADJ UNCH    1 2
 ES0495
 ES0495.Superseded values are not recommended for survey control.
 ES0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0495.See file dsdata.txt to determine how the superseded data were derived.
 ES0495
 ES0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD288581(NAD 83)
 ES0495_MARKER: DB = BENCH MARK DISK
 ES0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0495_STAMPING: R 31 1933 4411.044
 ES0495_MARK LOGO: CGS   
 ES0495_PROJECTION: PROJECTING 20 CENTIMETERS
 ES0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0495+STABILITY: SURFACE MOTION
 ES0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0495+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 ES0495
 ES0495  HISTORY     - Date     Condition        Report By
 ES0495  HISTORY     - 1933     MONUMENTED       CGS
 ES0495  HISTORY     - 1982     GOOD             NGS
 ES0495  HISTORY     - 20031111 GOOD             NGS
 ES0495
 ES0495                          STATION DESCRIPTION
 ES0495
 ES0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0495'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0495'1.4 KM (0.9 MI) WEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0495'OFFICE IN SEDONA, AT THE YAVAPAI-COCONINO COUNTY LINES, ACROSS THE
 ES0495'HIGHWAY FROM A BROWN BRICK CHURCH, 31.0 METERS (102 FT) SOUTHEAST OF
 ES0495'THE SOUTHEAST CURB FOR THE HIGHWAY, 22.8 METERS (75 FT) EAST OF A
 ES0495'COUNTY LINE POST, 7.9 METERS (26 FT) SOUTHEAST OF THE RIGHT OF WAY
 ES0495'FENCE.
 ES0495'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 ES0495'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0495
 ES0495                          STATION RECOVERY (2003)
 ES0495
 ES0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ES0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0244 ***********************************************************************
 FQ0244  DESIGNATION -  R 31
 FQ0244  PID         -  FQ0244
 FQ0244  STATE/COUNTY-  AZ/COCONINO
 FQ0244  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0244
 FQ0244                         *CURRENT SURVEY CONTROL
 FQ0244  ___________________________________________________________________
 FQ0244* NAD 83(1986)-  35 05 11.     (N)    111 41 20.     (W)     SCALED    
 FQ0244* NAVD 88     -      2071.917  (meters)    6797.61   (feet)  ADJUSTED  
 FQ0244  ___________________________________________________________________
 FQ0244  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FQ0244  DYNAMIC HT  -        2068.988 (meters)    6788.00  (feet)  COMP
 FQ0244  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 FQ0244
 FQ0244  VERT ORDER  -  FIRST     CLASS II
 FQ0244
 FQ0244.The horizontal coordinates were scaled from a topographic map and have
 FQ0244.an estimated accuracy of +/- 6 seconds.
 FQ0244
 FQ0244.The orthometric height was determined by differential leveling
 FQ0244.and adjusted in June 1991.
 FQ0244
 FQ0244.The geoid height was determined by GEOID03.
 FQ0244
 FQ0244.The dynamic height is computed by dividing the NAVD 88
 FQ0244.geopotential number by the normal gravity value computed on the
 FQ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0244.degrees latitude (g = 980.6199 gals.).
 FQ0244
 FQ0244.The modeled gravity was interpolated from observed gravity values.
 FQ0244
 FQ0244;                    North         East    Units  Estimated Accuracy
 FQ0244;SPC AZ C     -   453,180.      234,130.      MT  (+/- 180 meters Scaled)
 FQ0244
 FQ0244                          SUPERSEDED SURVEY CONTROL
 FQ0244
 FQ0244  NGVD 29 (??/??/92) 2070.923  (m)         6794.35   (f) ADJ UNCH    1 2
 FQ0244
 FQ0244.Superseded values are not recommended for survey control.
 FQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0244.See file dsdata.txt to determine how the superseded data were derived.
 FQ0244
 FQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372828(NAD 83)
 FQ0244_MARKER: DD = SURVEY DISK
 FQ0244_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0244_SP_SET: ROCK LEDGE
 FQ0244_STAMPING: R 31 1931
 FQ0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0244+STABILITY: POSITION/ELEVATION WELL
 FQ0244
 FQ0244  HISTORY     - Date     Condition        Report By
 FQ0244  HISTORY     - 1931     MONUMENTED       USGS
 FQ0244  HISTORY     - 1978     GOOD             NGS
 FQ0244
 FQ0244                          STATION DESCRIPTION
 FQ0244
 FQ0244'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FQ0244'9.5 MI S FROM FLAGSTAFF.
 FQ0244'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE STATION AT
 FQ0244'FLAGSTAFF, COCONINO COUNTY, ABOUT 500 FEET WEST OF THE INTERSECTION OF
 FQ0244'SCHNABLY HILL ROAD, 40 FEET SOUTHWEST OF THE HIGHWAY, IN THE TOP OF A
 FQ0244'ROCK LEDGE PAINTED U.S.B.M. 6794.3, AND ABOUT FLUSH WITH THE GROUND. A
 FQ0244'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 31 1931.
 FQ0244
 FQ0244                          STATION RECOVERY (1978)
 FQ0244
 FQ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FQ0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0029 ***********************************************************************
 GP0029  DESIGNATION -  R 31
 GP0029  PID         -  GP0029
 GP0029  STATE/COUNTY-  AZ/NAVAJO
 GP0029  USGS QUAD   -  CHILCHINBITO (1968)
 GP0029
 GP0029                         *CURRENT SURVEY CONTROL
 GP0029  ___________________________________________________________________
 GP0029* NAD 83(1986)-  36 33 39.     (N)    110 06 43.     (W)     SCALED    
 GP0029* NAVD 88     -      1761.141  (meters)    5778.01   (feet)  ADJUSTED  
 GP0029  ___________________________________________________________________
 GP0029  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GP0029  DYNAMIC HT  -        1758.957 (meters)    5770.84  (feet)  COMP
 GP0029  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 GP0029
 GP0029  VERT ORDER  -  FIRST     CLASS II
 GP0029
 GP0029.The horizontal coordinates were scaled from a topographic map and have
 GP0029.an estimated accuracy of +/- 6 seconds.
 GP0029
 GP0029.The orthometric height was determined by differential leveling
 GP0029.and adjusted in June 1991.
 GP0029
 GP0029.The geoid height was determined by GEOID03.
 GP0029
 GP0029.The dynamic height is computed by dividing the NAVD 88
 GP0029.geopotential number by the normal gravity value computed on the
 GP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0029.degrees latitude (g = 980.6199 gals.).
 GP0029
 GP0029.The modeled gravity was interpolated from observed gravity values.
 GP0029
 GP0029;                    North         East    Units  Estimated Accuracy
 GP0029;SPC AZ E     -   616,740.      218,260.      MT  (+/- 180 meters Scaled)
 GP0029
 GP0029                          SUPERSEDED SURVEY CONTROL
 GP0029
 GP0029  NGVD 29 (??/??/92) 1760.201  (m)         5774.93   (f) ADJ UNCH    1 2
 GP0029
 GP0029.Superseded values are not recommended for survey control.
 GP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0029.See file dsdata.txt to determine how the superseded data were derived.
 GP0029
 GP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF794465(NAD 83)
 GP0029_MARKER: DB = BENCH MARK DISK
 GP0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0029_STAMPING: 5774.926 R 31 1933
 GP0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0029+STABILITY: SURFACE MOTION
 GP0029
 GP0029  HISTORY     - Date     Condition        Report By
 GP0029  HISTORY     - 1933     MONUMENTED       CGS
 GP0029  HISTORY     - 1934     GOOD             NGS
 GP0029  HISTORY     - 1973     GOOD             USGS
 GP0029
 GP0029                          STATION DESCRIPTION
 GP0029
 GP0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0029'15.5 MI SE FROM KAYENTA.
 GP0029'15.5 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0029'OFFICE AT KAYENTA, NAVAJO COUNTY, 3.9 MILES NORTHWEST OF CHILI CHIN
 GP0029'BETOA TRADING POST, 50 YARDS WEST OF THE WEST BANK OF A WASH, AND 20
 GP0029'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GP0029'5774.926 R 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GP0029'INCHES ABOVE GROUND.
 GP0029
 GP0029                          STATION RECOVERY (1973)
 GP0029
 GP0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GP0029'15.5 MI SE FROM CHIN LEE.
 GP0029'15.5 MILES SOUTHEAST ALONG THE ROAD TO CHIN LEE, 3.1 MILES NORTHEAST
 GP0029'OF CHILCHINBITO DAY SCHOOL ALONG ROAD FORKING OFF MAIN ROAD AT OLD
 GP0029'CHILCHINBITO TRADING POST, AT CURVE IN ROAD, 600 FEET SOUTHWEST OF
 GP0029'DRAIN CROSSING, 103 FEET SOUTH OF ROAD, 20 FEET NORTH OF OLD ROAD, A
 GP0029'STANDARD DISK STAMPED 5774.926 R 31 1933 AND SET IN TOP OF A CONCRETE
 GP0029'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0244 ***********************************************************************
 DA0244  DESIGNATION -  R 310
 DA0244  PID         -  DA0244
 DA0244  STATE/COUNTY-  AZ/PIMA
 DA0244  USGS QUAD   -  SANTA ROSA (1990)
 DA0244
 DA0244                         *CURRENT SURVEY CONTROL
 DA0244  ___________________________________________________________________
 DA0244* NAD 83(1986)-  32 19 56.     (N)    112 03 04.     (W)     SCALED    
 DA0244* NAVD 88     -       553.82   (+/-2cm)    1817.0    (feet)  VERTCON   
 DA0244  ___________________________________________________________________
 DA0244  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0244
 DA0244.The horizontal coordinates were scaled from a topographic map and have
 DA0244.an estimated accuracy of +/- 6 seconds.
 DA0244
 DA0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0244.The vertical order pertains to the NGVD 29 superseded value.
 DA0244
 DA0244.The geoid height was determined by GEOID03.
 DA0244
 DA0244;                    North         East    Units  Estimated Accuracy
 DA0244;SPC AZ C     -   147,710.      200,700.      MT  (+/- 180 meters Scaled)
 DA0244
 DA0244                          SUPERSEDED SURVEY CONTROL
 DA0244
 DA0244  NGVD 29 (??/??/92)  553.184  (m)         1814.90   (f) ADJ UNCH    2 0
 DA0244
 DA0244.Superseded values are not recommended for survey control.
 DA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0244.See file dsdata.txt to determine how the superseded data were derived.
 DA0244
 DA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA010777(NAD 83)
 DA0244_MARKER: DB = BENCH MARK DISK
 DA0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0244_STAMPING: R 310 1951
 DA0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0244+STABILITY: SURFACE MOTION
 DA0244
 DA0244  HISTORY     - Date     Condition        Report By
 DA0244  HISTORY     - 1951     MONUMENTED       CGS
 DA0244  HISTORY     - 1952     GOOD             NGS
 DA0244
 DA0244                          STATION DESCRIPTION
 DA0244
 DA0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0244'0.9 MI NW FROM SANTA ROSA.
 DA0244'0.9 MILE NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT SANTA
 DA0244'ROSA, 0.1 MILE NORTHWEST OF THE WEST END OF A WIDE CURVE, TWO POLES
 DA0244'WEST OF A POINT WHERE A LEVEE CROSSES UNDER THE TELEPHONE LINE, IN
 DA0244'LINE WITH THE TELEPHONE LINE, 78 FEET NORTHEAST OF THE CENTER LINE OF
 DA0244'AND ABOUT LEVEL WITH THE ROAD, 32 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 DA0244'OF THE LEVEE WHICH RUNS PARALLEL TO THE ROAD, 2.6 FEET NORTHWEST OF A
 DA0244'TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A WITNESS POST, AND SET IN A
 DA0244'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0186 ***********************************************************************
 DA0186  DESIGNATION -  R 311
 DA0186  PID         -  DA0186
 DA0186  STATE/COUNTY-  AZ/MARICOPA
 DA0186  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0186
 DA0186                         *CURRENT SURVEY CONTROL
 DA0186  ___________________________________________________________________
 DA0186* NAD 83(1986)-  32 32 12.     (N)    112 13 58.     (W)     SCALED    
 DA0186* NAVD 88     -       641.49   (+/-2cm)    2104.6    (feet)  VERTCON   
 DA0186  ___________________________________________________________________
 DA0186  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0186
 DA0186.The horizontal coordinates were scaled from a topographic map and have
 DA0186.an estimated accuracy of +/- 6 seconds.
 DA0186
 DA0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0186.The vertical order pertains to the NGVD 29 superseded value.
 DA0186
 DA0186.The geoid height was determined by GEOID03.
 DA0186
 DA0186;                    North         East    Units  Estimated Accuracy
 DA0186;SPC AZ C     -   170,420.      183,670.      MT  (+/- 180 meters Scaled)
 DA0186
 DA0186                          SUPERSEDED SURVEY CONTROL
 DA0186
 DA0186  NGVD 29 (??/??/92)  640.805  (m)         2102.37   (f) ADJ UNCH    2 0
 DA0186
 DA0186.Superseded values are not recommended for survey control.
 DA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0186.See file dsdata.txt to determine how the superseded data were derived.
 DA0186
 DA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB842005(NAD 83)
 DA0186_MARKER: DB = BENCH MARK DISK
 DA0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0186_STAMPING: R 311 1952
 DA0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0186+STABILITY: SURFACE MOTION
 DA0186
 DA0186  HISTORY     - Date     Condition        Report By
 DA0186  HISTORY     - 1952     MONUMENTED       CGS
 DA0186
 DA0186                          STATION DESCRIPTION
 DA0186
 DA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0186'4.8 MI NE FROM VENTANA.
 DA0186'4.8 MILES NORTH AND NORTHEAST ALONG A TRACK ROAD FROM THE WATER TANK
 DA0186'AT VENTANA, AT A POINT WHERE THE ROAD PASSES THROUGH A WOODEN GATE,
 DA0186'ABOUT 60 YARDS WEST OF THE Y JUNCTION OF A GRAVELED ROAD LEADING
 DA0186'NORTHEAST, 65.2 FEET SOUTH OF R 311 R.M. (USGS), 22 1/2 FEET SOUTHWEST
 DA0186'OF THE CENTER LINE OF AN ABOUT LEVEL WITH THE ROAD, 21.5 FEET SOUTH OF
 DA0186'THE SOUTH GATE POST, 2.0 FEET WEST OF THE FENCE, 1.9 FEET NORTH OF A
 DA0186'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0186'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0187 ***********************************************************************
 DA0187  DESIGNATION -  R 311 RM
 DA0187  PID         -  DA0187
 DA0187  STATE/COUNTY-  AZ/MARICOPA
 DA0187  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0187
 DA0187                         *CURRENT SURVEY CONTROL
 DA0187  ___________________________________________________________________
 DA0187* NAD 83(1986)-  32 32 13.     (N)    112 13 58.     (W)     SCALED    
 DA0187* NAVD 88     -       641.41   (+/-2cm)    2104.4    (feet)  VERTCON   
 DA0187  ___________________________________________________________________
 DA0187  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0187
 DA0187.The horizontal coordinates were scaled from a topographic map and have
 DA0187.an estimated accuracy of +/- 6 seconds.
 DA0187
 DA0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0187.The vertical order pertains to the NGVD 29 superseded value.
 DA0187
 DA0187.The geoid height was determined by GEOID03.
 DA0187
 DA0187;                    North         East    Units  Estimated Accuracy
 DA0187;SPC AZ C     -   170,450.      183,670.      MT  (+/- 180 meters Scaled)
 DA0187
 DA0187                          SUPERSEDED SURVEY CONTROL
 DA0187
 DA0187  NGVD 29 (??/??/92)  640.727  (m)         2102.12   (f) ADJ UNCH    2 0
 DA0187
 DA0187.Superseded values are not recommended for survey control.
 DA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0187.See file dsdata.txt to determine how the superseded data were derived.
 DA0187
 DA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB842006(NAD 83)
 DA0187_MARKER: B = BOLT
 DA0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0187+STABILITY: SURFACE MOTION
 DA0187
 DA0187  HISTORY     - Date     Condition        Report By
 DA0187  HISTORY     - UNK      MONUMENTED       USGS
 DA0187  HISTORY     - 1952     GOOD             NGS
 DA0187
 DA0187                          STATION DESCRIPTION
 DA0187
 DA0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0187'4.8 MI NE FROM VENTANA.
 DA0187'65.2 FEET NORTH OF BENCH MARK R 311 DESCRIBED ABOVE, 41 FEET NORTH OF
 DA0187'THE CENTERLINE OF THE ROAD, 32.7 FEET NORTH OF THE NORTH GATEPOST, AND
 DA0187'1.1 FEET WEST OF THE FENCE.  AN IRON BOLT, SET IN THE TOP OF A
 DA0187'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0447 ***********************************************************************
 ES0447  DESIGNATION -  R 313
 ES0447  PID         -  ES0447
 ES0447  STATE/COUNTY-  AZ/YAVAPAI
 ES0447  USGS QUAD   -  BLOODY BASIN (1967)
 ES0447
 ES0447                         *CURRENT SURVEY CONTROL
 ES0447  ___________________________________________________________________
 ES0447* NAD 83(1986)-  34 09 00.     (N)    111 48 05.     (W)     SCALED    
 ES0447* NAVD 88     -       879.83   (+/-2cm)    2886.6    (feet)  VERTCON   
 ES0447  ___________________________________________________________________
 ES0447  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 ES0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0447
 ES0447.The horizontal coordinates were scaled from a topographic map and have
 ES0447.an estimated accuracy of +/- 6 seconds.
 ES0447
 ES0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0447.The vertical order pertains to the NGVD 29 superseded value.
 ES0447
 ES0447.The geoid height was determined by GEOID03.
 ES0447
 ES0447;                    North         East    Units  Estimated Accuracy
 ES0447;SPC AZ C     -   349,300.      223,990.      MT  (+/- 180 meters Scaled)
 ES0447
 ES0447                          SUPERSEDED SURVEY CONTROL
 ES0447
 ES0447  NGVD 29 (??/??/92)  879.164  (m)         2884.39   (f) ADJ UNCH    2 0
 ES0447
 ES0447.Superseded values are not recommended for survey control.
 ES0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0447.See file dsdata.txt to determine how the superseded data were derived.
 ES0447
 ES0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC261790(NAD 83)
 ES0447_MARKER: DB = BENCH MARK DISK
 ES0447_SETTING: 66 = SET IN ROCK OUTCROP
 ES0447_SP_SET: SANDSTONE OUTCROP
 ES0447_STAMPING: R 313 1952
 ES0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0447+STABILITY: POSITION/ELEVATION WELL
 ES0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0447+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2008
 ES0447
 ES0447  HISTORY     - Date     Condition        Report By
 ES0447  HISTORY     - 1952     MONUMENTED       CGS
 ES0447  HISTORY     - 20070811 GOOD             GEOCAC
 ES0447  HISTORY     - 20081228 GOOD             GEOCAC
 ES0447
 ES0447                          STATION DESCRIPTION
 ES0447
 ES0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0447'31.6 MI SE FROM CORDES.
 ES0447'31.6 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0447'CORDES, 0.3 MILE SOUTHEAST OF THE CROSSING OF TANGLE CREEK, 0.2 MILE
 ES0447'SOUTHEAST OF THE Y JUNCTION OF A ROAD LEADING SOUTH TO TANGLE CREEK,
 ES0447'RANGER STATION, AT THE TOP OF A STEEP GRADE, IN TOP OF A 3-FOOT BY
 ES0447'4-FOOT RED SANDSTONE OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND ON THE
 ES0447'NORTHEAST BANK OF THE CREEK, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 ES0447'AND ABOUT 3 FEET LOWER THAN THE ROAD, 1.2 FEET SOUTH OF THE NORTH END
 ES0447'OF THE OUTCROP.
 ES0447
 ES0447                          STATION RECOVERY (2007)
 ES0447
 ES0447'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0447'RECOVERED IN GOOD CONDITION.
 ES0447
 ES0447                          STATION RECOVERY (2008)
 ES0447
 ES0447'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0447'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0447'34 09 00.9 (N)   111 48 05.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0514 ***********************************************************************
 ET0514  DESIGNATION -  R 315
 ET0514  PID         -  ET0514
 ET0514  STATE/COUNTY-  AZ/YAVAPAI
 ET0514  USGS QUAD   -  MOUNT JOSH (1979)
 ET0514
 ET0514                         *CURRENT SURVEY CONTROL
 ET0514  ___________________________________________________________________
 ET0514* NAD 83(1986)-  34 41 28.     (N)    112 41 01.     (W)     SCALED    
 ET0514* NAVD 88     -      1481.925  (meters)    4861.95   (feet)  POSTED    
 ET0514  ___________________________________________________________________
 ET0514  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0514  DYNAMIC HT  -        1479.950 (meters)    4855.47  (feet)  COMP
 ET0514  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 ET0514
 ET0514  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0514
 ET0514.The horizontal coordinates were scaled from a topographic map and have
 ET0514.an estimated accuracy of +/- 6 seconds.
 ET0514
 ET0514.The orthometric height was determined by differential leveling
 ET0514.and adjusted in November 2005.
 ET0514.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0514.rate of 1.1 thru 2.0 mm/km.
 ET0514
 ET0514.The geoid height was determined by GEOID03.
 ET0514
 ET0514.The dynamic height is computed by dividing the NAVD 88
 ET0514.geopotential number by the normal gravity value computed on the
 ET0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0514.degrees latitude (g = 980.6199 gals.).
 ET0514
 ET0514.The modeled gravity was interpolated from observed gravity values.
 ET0514
 ET0514;                    North         East    Units  Estimated Accuracy
 ET0514;SPC AZ C     -   409,580.      143,090.      MT  (+/- 180 meters Scaled)
 ET0514
 ET0514                          SUPERSEDED SURVEY CONTROL
 ET0514
 ET0514  NGVD 29 (??/??/92) 1481.094  (m)         4859.22   (f) ADJ UNCH    2 0
 ET0514
 ET0514.Superseded values are not recommended for survey control.
 ET0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0514.See file dsdata.txt to determine how the superseded data were derived.
 ET0514
 ET0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD457400(NAD 83)
 ET0514_MARKER: DB = BENCH MARK DISK
 ET0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0514_STAMPING: R 315 1952
 ET0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0514+STABILITY: SURFACE MOTION
 ET0514
 ET0514  HISTORY     - Date     Condition        Report By
 ET0514  HISTORY     - 1952     MONUMENTED       CGS
 ET0514  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0514
 ET0514                          STATION DESCRIPTION
 ET0514
 ET0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0514'15.1 MI N FROM SKULL VALLEY.
 ET0514'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0514'POST OFFICE AT SKULL VALLEY, THENCE 10.2 MILES NORTH ALONG A GRADED
 ET0514'COUNTY ROAD, THENCE 0.3 MILE NORTHWEST ALONG A TRACK ROAD, 0.3 MILE
 ET0514'NORTHWEST OF THE PRESCOTT RANGER RANCH, FORMERLY THE RANCHO MOANO, AT
 ET0514'A LARGE GATE, AT A FENCE LINE, AT THE EAST BASE OF A SMALL HILL, 35
 ET0514'FEET WEST OF THE CENTER LINE OF THE ROAD AND THE CENTER OF A WOODEN
 ET0514'GATE ACROSS THE ROAD, 25 1/2 FEET EAST OF A TREE USED AS A CORNER
 ET0514'FENCE POST, 2.6 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 ET0514'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0514'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ET0514
 ET0514                          STATION RECOVERY (1974)
 ET0514
 ET0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0151 ***********************************************************************
 ET0151  DESIGNATION -  R 316
 ET0151  PID         -  ET0151
 ET0151  STATE/COUNTY-  AZ/YAVAPAI
 ET0151  USGS QUAD   -  CHERRY (1973)
 ET0151
 ET0151                         *CURRENT SURVEY CONTROL
 ET0151  ___________________________________________________________________
 ET0151* NAD 83(1986)-  34 32 31.     (N)    112 02 26.     (W)     SCALED    
 ET0151* NAVD 88     -      1429.98   (+/-2cm)    4691.5    (feet)  VERTCON   
 ET0151  ___________________________________________________________________
 ET0151  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ET0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0151
 ET0151.The horizontal coordinates were scaled from a topographic map and have
 ET0151.an estimated accuracy of +/- 6 seconds.
 ET0151
 ET0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0151.The vertical order pertains to the NGVD 29 superseded value.
 ET0151
 ET0151.The geoid height was determined by GEOID03.
 ET0151
 ET0151;                    North         East    Units  Estimated Accuracy
 ET0151;SPC AZ C     -   392,770.      201,990.      MT  (+/- 180 meters Scaled)
 ET0151
 ET0151                          SUPERSEDED SURVEY CONTROL
 ET0151
 ET0151  NGVD 29 (??/??/92) 1429.161  (m)         4688.84   (f) ADJ UNCH    2 0
 ET0151
 ET0151.Superseded values are not recommended for survey control.
 ET0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0151.See file dsdata.txt to determine how the superseded data were derived.
 ET0151
 ET0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD045227(NAD 83)
 ET0151_MARKER: DB = BENCH MARK DISK
 ET0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0151_STAMPING: R 316 1952
 ET0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0151+STABILITY: SURFACE MOTION
 ET0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0151+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0151
 ET0151  HISTORY     - Date     Condition        Report By
 ET0151  HISTORY     - 1952     MONUMENTED       CGS
 ET0151  HISTORY     - 20080711 GOOD             GEOCAC
 ET0151
 ET0151                          STATION DESCRIPTION
 ET0151
 ET0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0151'8.0 MI SE FROM CHERRY.
 ET0151'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ET0151'THENCE 2.9 MILES EAST ALONG A TRACK ROAD, 0.4 MILE SOUTHEAST OF THE
 ET0151'JUNCTION OF THE ROAD TO JOHNSONS WASH RANGER STATION, 0.15 MILE
 ET0151'NORTHWEST OF A SMALL CREEK, 25 FEET EAST OF THE CENTER LINE OF THE
 ET0151'ROAD, 15 FEET SOUTHEAST OF A JUNIPER BUSH, 2.6 FEET SOUTHWEST OF A
 ET0151'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 ET0151'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 ET0151
 ET0151                          STATION RECOVERY (2008)
 ET0151
 ET0151'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0151'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0151'THE DESCRIPTION - THE WITNESS POST IS GONE. HANDHELD COORDINATES
 ET0151'34 32 32.5 (N)   112 02 25.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0925 ***********************************************************************
 CZ0925  DESIGNATION -  R 318
 CZ0925  PID         -  CZ0925
 CZ0925  STATE/COUNTY-  AZ/PIMA
 CZ0925  USGS QUAD   -  SANTA ROSA MOUNTAINS SE (1989)
 CZ0925
 CZ0925                         *CURRENT SURVEY CONTROL
 CZ0925  ___________________________________________________________________
 CZ0925* NAD 83(1986)-  32 19 04.     (N)    111 47 16.     (W)     SCALED    
 CZ0925* NAVD 88     -       578.41   (+/-2cm)    1897.7    (feet)  VERTCON   
 CZ0925  ___________________________________________________________________
 CZ0925  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CZ0925  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0925
 CZ0925.The horizontal coordinates were scaled from a topographic map and have
 CZ0925.an estimated accuracy of +/- 6 seconds.
 CZ0925
 CZ0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0925.The vertical order pertains to the NGVD 29 superseded value.
 CZ0925
 CZ0925.The geoid height was determined by GEOID03.
 CZ0925
 CZ0925;                    North         East    Units  Estimated Accuracy
 CZ0925;SPC AZ C     -   146,110.      225,500.      MT  (+/- 180 meters Scaled)
 CZ0925
 CZ0925                          SUPERSEDED SURVEY CONTROL
 CZ0925
 CZ0925  NGVD 29 (??/??/92)  577.819  (m)         1895.73   (f) ADJ UNCH    2 0
 CZ0925
 CZ0925.Superseded values are not recommended for survey control.
 CZ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0925.See file dsdata.txt to determine how the superseded data were derived.
 CZ0925
 CZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA258759(NAD 83)
 CZ0925_MARKER: DB = BENCH MARK DISK
 CZ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0925_STAMPING: R 318 1952
 CZ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0925+STABILITY: SURFACE MOTION
 CZ0925
 CZ0925  HISTORY     - Date     Condition        Report By
 CZ0925  HISTORY     - 1952     MONUMENTED       CGS
 CZ0925
 CZ0925                          STATION DESCRIPTION
 CZ0925
 CZ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0925'15.25 MI E FROM SANTA ROSA.
 CZ0925'15.25 MILES EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 CZ0925'AT THE NEAR CENTER OF A LARGE, OPEN CLEARING, 0.2 MILE NORTHEAST OF A
 CZ0925'MASS OF CONCRETE WHICH PROJECTS 6 FOOT ABOVE THE GROUND, ABOUT 300
 CZ0925'YARDS NORTH-NORTHWEST OF THE EAST END OF A LEVEE, AT THE JUNCTION OF A
 CZ0925'VERY DIM TRACK ROAD LEADING NORTH, AT THE CROSSING OF A NORTH-SOUTH
 CZ0925'CATTLE TRAIL, 14 FEET EAST OF THE CENTER LINE OF THE CATTLE TRAIL, 12
 CZ0925'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER OF THE ROAD
 CZ0925'JUNCTION, 2.4 FOOT NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF
 CZ0925'A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1005 ***********************************************************************
 CZ1005  DESIGNATION -  R 319
 CZ1005  PID         -  CZ1005
 CZ1005  STATE/COUNTY-  AZ/PINAL
 CZ1005  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1005
 CZ1005                         *CURRENT SURVEY CONTROL
 CZ1005  ___________________________________________________________________
 CZ1005* NAD 83(2007)-  32 57 11.46606(N)    111 45 36.48220(W)     ADJUSTED  
 CZ1005* NAVD 88     -       442.56   (+/-2cm)    1452.0    (feet)  VERTCON   
 CZ1005  ___________________________________________________________________
 CZ1005  EPOCH DATE  -        2007.00
 CZ1005  X           -  -1,986,196.017 (meters)                     COMP
 CZ1005  Y           -  -4,975,882.380 (meters)                     COMP
 CZ1005  Z           -   3,449,827.505 (meters)                     COMP
 CZ1005  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CZ1005  ELLIP HEIGHT-         412.483 (meters)          (02/10/07) ADJUSTED
 CZ1005  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1005
 CZ1005  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1005  Type    PID    Designation                      North   East  Ellip
 CZ1005  -------------------------------------------------------------------
 CZ1005  NETWORK CZ1005 R 319                             0.94   0.82   4.02
 CZ1005  -------------------------------------------------------------------
 CZ1005  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1005
 CZ1005.This mark is at Casa Grande Municipal Airport (CGZ)
 CZ1005
 CZ1005.The horizontal coordinates were established by GPS observations
 CZ1005.and adjusted by the National Geodetic Survey in February 2007.
 CZ1005
 CZ1005.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1005.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1005.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1005.The epoch date for horizontal control is a decimal equivalence
 CZ1005.of Year/Month/Day.
 CZ1005
 CZ1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1005.The vertical order pertains to the NGVD 29 superseded value.
 CZ1005
 CZ1005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1005
 CZ1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1005
 CZ1005.The ellipsoidal height was determined by GPS observations
 CZ1005.and is referenced to NAD 83.
 CZ1005
 CZ1005.The geoid height was determined by GEOID03.
 CZ1005
 CZ1005;                    North         East     Units Scale Factor Converg.
 CZ1005;SPC AZ C     -   216,570.965   227,994.751   MT  0.99990264   +0 05 06.5
 CZ1005;SPC AZ C     -   710,534.66    748,014.27   iFT  0.99990264   +0 05 06.5
 CZ1005;UTM  12      - 3,646,353.416   428,953.120   MT  0.99966224   -0 24 48.6
 CZ1005
 CZ1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1005!SPC AZ C     -   0.99993524  x   0.99990264  =   0.99983789
 CZ1005!UTM  12      -   0.99993524  x   0.99966224  =   0.99959751
 CZ1005
 CZ1005                          SUPERSEDED SURVEY CONTROL
 CZ1005
 CZ1005  ELLIP H (01/12/01)  412.513  (m)                       GP(       ) 4 1
 CZ1005  NAD 83(1992)-  32 57 11.46487(N)    111 45 36.48079(W) AD(       ) B
 CZ1005  ELLIP H (03/02/95)  412.595  (m)                       GP(       ) 4 1
 CZ1005  NGVD 29 (??/??/92)  442.002  (m)         1450.13   (f) ADJ UNCH    1 2
 CZ1005
 CZ1005.Superseded values are not recommended for survey control.
 CZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1005.See file dsdata.txt to determine how the superseded data were derived.
 CZ1005
 CZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2895346353(NAD 83)
 CZ1005_MARKER: DB = BENCH MARK DISK
 CZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1005_STAMPING: R 319 1952
 CZ1005_MARK LOGO: CGS   
 CZ1005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1005+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1994
 CZ1005
 CZ1005  HISTORY     - Date     Condition        Report By
 CZ1005  HISTORY     - 1952     MONUMENTED       CGS
 CZ1005  HISTORY     - 1961     GOOD             NGS
 CZ1005  HISTORY     - 19900615 GOOD             NGS
 CZ1005  HISTORY     - 19940502 GOOD             NOS
 CZ1005  HISTORY     - 20030816 GOOD             MHD
 CZ1005  HISTORY     - 20060923 MARK NOT FOUND   GEOCAC
 CZ1005
 CZ1005                          STATION DESCRIPTION
 CZ1005
 CZ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1005'5.6 MI N FROM CASA GRANDE.
 CZ1005'5.4 MILES NORTH ALONG STATE HIGHWAY 187 FROM THE SOUTHERN PACIFIC
 CZ1005'COMPANY STEEL WATER TANK AT CASA GRANDE, THENCE 0.2 MILE WEST ALONG A
 CZ1005'ROAD LEADING TO THE WILLIAMS NO. 4 AIRPORT, AT WILLIAMS NO. 4 AIRPORT,
 CZ1005'AT THE EAST END OF THE T JUNCTION OF THE NORTH-SOUTH AND EAST-WEST
 CZ1005'ASPHALT RUNWAY, IN LINE WITH THE PROLONGATION OF THE NORTH EDGE OF THE
 CZ1005'EAST-WEST RUNWAY, 59 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE
 CZ1005'ROAD, 26 1/2 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 1.6
 CZ1005'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1005'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ1005
 CZ1005                          STATION RECOVERY (1961)
 CZ1005
 CZ1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CZ1005'RECOVERED IN GOOD CONDITION.
 CZ1005
 CZ1005                          STATION RECOVERY (1990)
 CZ1005
 CZ1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CZ1005'THE STATION IS LOCATED NORTHEAST OF THE INTERSECTION OF THE N-S AND
 CZ1005'E-W TAXIWAYS (OLD RUNWAYS) AND IN THE ENTRANCE ROAD TO LEHMAN
 CZ1005'AVIATION.  THE STATION IS 88.2 FT (26.9 M) EAST OF INTERSECTION OF
 CZ1005'C/LS N-S TAXIWAY AND E-W ENTRANCE ROAD, 7.4 FT (2.3 M) SOUTH OF NORTH
 CZ1005'EDGE OF ROAD, ON PROLONGATION OF FAINT NORTH EDGE OF OLD E-W RUNWAY
 CZ1005'AND 26.5 FT (8.1 M) EAST OF FAINT EAST EDGE OF OLD N-S RUNWAY.  THE
 CZ1005'STATION IS A STANDARD USCGS BENCH MARK DISK STAMPED R 319 1952 SET IN
 CZ1005'CONCRETE MONUMENT FLUSH WITH ASPHALT ROAD PAVEMENT.
 CZ1005
 CZ1005                          STATION RECOVERY (1994)
 CZ1005
 CZ1005'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 CZ1005'THE STATION IS LOCATED AT THE CASA GRANDE MUNICIPAL AIRPORT ABOUT 3.0
 CZ1005'MI (4.8 KM) NORTH OF CASA GRANDE, WHICH IS ABOUT 18.0 MI (29.0 KM) SW
 CZ1005'OF COOLIDGE, 8.0 MI (12.9 KM) NW OF THE INTERSECTION OF INTERSTATE 8
 CZ1005'AND INTERSTATE 10, NEAR THE SOUTH SECTION OF THE AIRPORT ALONG THE
 CZ1005'ENTRANCE ROAD AND SE OF THE TERMINAL BUILDING.  OWNERSHIP -- ARIZONA
 CZ1005'DEPT OF HIGHWAYS. TO REACH THE STATION FROM THE INTERSECTION OF S.R.
 CZ1005'387 AND AIRPORT ROAD (ENTRANCE TO THE AIRPORT), PROCEED SOUTHWEST
 CZ1005'ALONG AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AERO DRIVE
 CZ1005'ON THE LEFT, TURN LEFT HEADING SOUTH THEN WEST ON AERO DRIVE FOR 0.1
 CZ1005'MI (0.2 KM) TO THE STATION IN THE WEST BOUND LANE OF AERO DRIVE. THE
 CZ1005'STATION IS LOCATED 91.3 FT (27.8 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CZ1005'CORNER OF A METAL HANGAR, 88.2 FT (26.9 M) EAST OF THE CETERLINE
 CZ1005'INTERSECTION OF AERO DRIVE AND NORTH-SOUTH ABANDON TAXIWAY AND 7.4 FT
 CZ1005'(2.3 M) SOUTH OF THE NORTH EDGE OF AERO DRIVE.
 CZ1005
 CZ1005                          STATION RECOVERY (2003)
 CZ1005
 CZ1005'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (MD)
 CZ1005'RECOVERED IN GOOD CONDITION.
 CZ1005
 CZ1005                          STATION RECOVERY (2006)
 CZ1005
 CZ1005'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0247 ***********************************************************************
 FQ0247  DESIGNATION -  R 32
 FQ0247  PID         -  FQ0247
 FQ0247  STATE/COUNTY-  AZ/COCONINO
 FQ0247  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0247
 FQ0247                         *CURRENT SURVEY CONTROL
 FQ0247  ___________________________________________________________________
 FQ0247* NAD 83(1986)-  35 06 41.     (N)    111 40 45.     (W)     SCALED    
 FQ0247* NAVD 88     -      2075.770  (meters)    6810.26   (feet)  ADJUSTED  
 FQ0247  ___________________________________________________________________
 FQ0247  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FQ0247  DYNAMIC HT  -        2072.820 (meters)    6800.58  (feet)  COMP
 FQ0247  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 FQ0247
 FQ0247  VERT ORDER  -  FIRST     CLASS II
 FQ0247
 FQ0247.The horizontal coordinates were scaled from a topographic map and have
 FQ0247.an estimated accuracy of +/- 6 seconds.
 FQ0247
 FQ0247.The orthometric height was determined by differential leveling
 FQ0247.and adjusted in June 1991.
 FQ0247
 FQ0247.The geoid height was determined by GEOID03.
 FQ0247
 FQ0247.The dynamic height is computed by dividing the NAVD 88
 FQ0247.geopotential number by the normal gravity value computed on the
 FQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0247.degrees latitude (g = 980.6199 gals.).
 FQ0247
 FQ0247.The modeled gravity was interpolated from observed gravity values.
 FQ0247
 FQ0247;                    North         East    Units  Estimated Accuracy
 FQ0247;SPC AZ C     -   455,960.      235,010.      MT  (+/- 180 meters Scaled)
 FQ0247
 FQ0247                          SUPERSEDED SURVEY CONTROL
 FQ0247
 FQ0247  NGVD 29 (??/??/92) 2074.759  (m)         6806.94   (f) ADJ UNCH    1 2
 FQ0247
 FQ0247.Superseded values are not recommended for survey control.
 FQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0247.See file dsdata.txt to determine how the superseded data were derived.
 FQ0247
 FQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD381856(NAD 83)
 FQ0247_MARKER: DD = SURVEY DISK
 FQ0247_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0247_SP_SET: ROCK LEDGE
 FQ0247_STAMPING: R 32 1932
 FQ0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0247+STABILITY: POSITION/ELEVATION WELL
 FQ0247
 FQ0247  HISTORY     - Date     Condition        Report By
 FQ0247  HISTORY     - 1932     MONUMENTED       USGS
 FQ0247  HISTORY     - 1955     GOOD             NGS
 FQ0247
 FQ0247                          STATION DESCRIPTION
 FQ0247
 FQ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0247'6.9 MI S FROM FLAGSTAFF.
 FQ0247'ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY NO. 89A FROM THE A.T.AND S.F.
 FQ0247'RAILROAD STATION IN FLAGSTAFF TO A GRADED T-ROAD SOUTHEAST
 FQ0247'APPROXIMATELY 800 FT. SOUTH OF A RAILROAD CROSSING, THENCE SOUTHEAST
 FQ0247'ALONG GRADED ROAD FOR 1.6 MILES.  THE MARK IS ABOUT 100 YARDS NORTH OF
 FQ0247'A CURVE ON THE CREST OF A RIDGE, 0.9 MILE SOUTH OF A RAILROAD
 FQ0247'CROSSING, ON A SLOPE AT THE SOUTH SIDE OF A WASH, 74 FEET EAST OF THE
 FQ0247'CENTERLINE OF A ROAD, 72 FEET SOUTHEAST OF THE EAST CULVERT HEADWALL,
 FQ0247'105 FEET WEST OF TRANSMISSION POLE NUMBER 6, APPROXIMATELY 100 YARDS
 FQ0247'EAST-NORTHEAST OF A RAILROAD TRESTLE AND 15 FEET ABOVE THE ROAD LEVEL
 FQ0247'IN THE FACE OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0124 ***********************************************************************
 GO0124  DESIGNATION -  R 32
 GO0124  PID         -  GO0124
 GO0124  STATE/COUNTY-  AZ/APACHE
 GO0124  USGS QUAD   -  MANY FARMS SW (1968)
 GO0124
 GO0124                         *CURRENT SURVEY CONTROL
 GO0124  ___________________________________________________________________
 GO0124* NAD 83(1986)-  36 19 13.     (N)    109 39 44.     (W)     SCALED    
 GO0124* NAVD 88     -      1657.841  (meters)    5439.10   (feet)  ADJUSTED  
 GO0124  ___________________________________________________________________
 GO0124  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GO0124  DYNAMIC HT  -        1655.790 (meters)    5432.37  (feet)  COMP
 GO0124  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 GO0124
 GO0124  VERT ORDER  -  FIRST     CLASS II
 GO0124
 GO0124.The horizontal coordinates were scaled from a topographic map and have
 GO0124.an estimated accuracy of +/- 6 seconds.
 GO0124
 GO0124.The orthometric height was determined by differential leveling
 GO0124.and adjusted in June 1991.
 GO0124
 GO0124.The geoid height was determined by GEOID03.
 GO0124
 GO0124.The dynamic height is computed by dividing the NAVD 88
 GO0124.geopotential number by the normal gravity value computed on the
 GO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0124.degrees latitude (g = 980.6199 gals.).
 GO0124
 GO0124.The modeled gravity was interpolated from observed gravity values.
 GO0124
 GO0124;                    North         East    Units  Estimated Accuracy
 GO0124;SPC AZ E     -   590,170.      258,650.      MT  (+/- 180 meters Scaled)
 GO0124
 GO0124                          SUPERSEDED SURVEY CONTROL
 GO0124
 GO0124  NGVD 29 (??/??/92) 1656.970  (m)         5436.24   (f) ADJ UNCH    1 2
 GO0124
 GO0124.Superseded values are not recommended for survey control.
 GO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0124.See file dsdata.txt to determine how the superseded data were derived.
 GO0124
 GO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF200203(NAD 83)
 GO0124_MARKER: DB = BENCH MARK DISK
 GO0124_SETTING: 66 = SET IN ROCK OUTCROP
 GO0124_SP_SET: SET IN ROCK OUTCROP
 GO0124_STAMPING: R 32 1933
 GO0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0124+STABILITY: POSITION/ELEVATION WELL
 GO0124
 GO0124  HISTORY     - Date     Condition        Report By
 GO0124  HISTORY     - 1933     MONUMENTED       CGS
 GO0124  HISTORY     - 1968     MARK NOT FOUND   USGS
 GO0124
 GO0124                          STATION DESCRIPTION
 GO0124
 GO0124'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0124'15.8 MI NW FROM CHIN LEE.
 GO0124'ABOUT 15.8 MILES NORTHWEST ALONG THE ROAD TO KAYENTA FROM THE POST
 GO0124'OFFICE AT CHIN LEE, APACHE COUNTY, ABOUT 17.2 MILES SOUTHEAST OF THE
 GO0124'JUNCTION OF THE WEST ROAD LEADING TO ROUGH ROCK SPRINGS, ABOUT 90
 GO0124'YARDS NORTHEAST OF A LONE KNOLL WITH A 50 BY 80 FOOT BASE AND 10 FEET
 GO0124'HIGH, ABOUT 30 YARDS SOUTHWEST OF THE NORTH EDGE OF THE RIM OF A
 GO0124'PLAIN, ABOUT 24 FEET EAST OF THE CENTERLINE OF THE ROAD, AND SET IN
 GO0124'THE FACE OF A LIMESTONE OUTCROP FLUSH WITH THE GROUND ONE FOOT HIGHER
 GO0124'THAN THE ROAD.  A STANDARD DISK, STAMPED R 32 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0749 ***********************************************************************
 DA0749  DESIGNATION -  R 320
 DA0749  PID         -  DA0749
 DA0749  STATE/COUNTY-  AZ/MARICOPA
 DA0749  USGS QUAD   -  SENTINEL NE (1986)
 DA0749
 DA0749                         *CURRENT SURVEY CONTROL
 DA0749  ___________________________________________________________________
 DA0749* NAD 83(1986)-  32 52 38.     (N)    113 06 46.     (W)     SCALED    
 DA0749* NAVD 88     -       228.612  (meters)     750.04   (feet)  ADJUSTED  
 DA0749  ___________________________________________________________________
 DA0749  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DA0749  DYNAMIC HT  -         228.346 (meters)     749.17  (feet)  COMP
 DA0749  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DA0749
 DA0749  VERT ORDER  -  FIRST     CLASS II
 DA0749
 DA0749.The horizontal coordinates were scaled from a topographic map and have
 DA0749.an estimated accuracy of +/- 6 seconds.
 DA0749
 DA0749.The orthometric height was determined by differential leveling
 DA0749.and adjusted in June 1991.
 DA0749
 DA0749.The geoid height was determined by GEOID03.
 DA0749
 DA0749.The dynamic height is computed by dividing the NAVD 88
 DA0749.geopotential number by the normal gravity value computed on the
 DA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0749.degrees latitude (g = 980.6199 gals.).
 DA0749
 DA0749.The modeled gravity was interpolated from observed gravity values.
 DA0749
 DA0749;                    North         East    Units  Estimated Accuracy
 DA0749;SPC AZ C     -   208,770.      101,430.      MT  (+/- 180 meters Scaled)
 DA0749
 DA0749                          SUPERSEDED SURVEY CONTROL
 DA0749
 DA0749  NGVD 29 (??/??/92)  227.993  (m)          748.01   (f) ADJ UNCH    1 2
 DA0749
 DA0749.Superseded values are not recommended for survey control.
 DA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0749.See file dsdata.txt to determine how the superseded data were derived.
 DA0749
 DA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB023396(NAD 83)
 DA0749_MARKER: DB = BENCH MARK DISK
 DA0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0749_SP_SET: ABUTMENT
 DA0749_STAMPING: R 320 1952
 DA0749_MARK LOGO: CGS   
 DA0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0749+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0749
 DA0749  HISTORY     - Date     Condition        Report By
 DA0749  HISTORY     - 1952     MONUMENTED       CGS
 DA0749  HISTORY     - 1960     GOOD             NGS
 DA0749  HISTORY     - 1980     GOOD             NGS
 DA0749  HISTORY     - 1980     GOOD             NGS
 DA0749  HISTORY     - 20021025 GOOD             NGS
 DA0749  HISTORY     - 20060128 GOOD             USPSQD
 DA0749  HISTORY     - 20060128 GOOD             USPSQD
 DA0749
 DA0749                          STATION DESCRIPTION
 DA0749
 DA0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0749'5.8 MI E FROM SENTINEL.
 DA0749'5.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0749'AT SENTINEL, 3 1/2 POLES NORTHEAST OF MILE POST 832, 83 YARDS SOUTH OF
 DA0749'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 80, AT
 DA0749'BRIDGE 832.08, IN THE TOP OF THE NORTHWEST ABUTMENT, 17 FEET NORTHWEST
 DA0749'OF THE MIDDLE OF THE BRIDGE, 7.1 FEET NORTH OF THE NORTH RAIL AND
 DA0749'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 DA0749
 DA0749                          STATION RECOVERY (1980)
 DA0749
 DA0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0749'9.5 KM (5.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0749'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM (0.1
 DA0749'MI) NORTHEAST OF RAILROAD MILEPOLE 832, AT INTERSTATE MILEPOST 93,
 DA0749'SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF RAILROAD
 DA0749'BRIDGE NUMBER 832.08, 2.1 METERS (7.0 FT) NORTHWEST OF THE NORTHWEST
 DA0749'RAIL, 75.9 METERS (249 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-
 DA0749'BOUND LANES OF THE INTERSTATE. NOTE-THE ABUTMENTS ARE SET ON BEDROCK.
 DA0749'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0749
 DA0749                          STATION RECOVERY (1980)
 DA0749
 DA0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0749'9.5 KM (5.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0749'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM (0.1
 DA0749'MI) NORTHEAST OF RAILROAD MILEPOLE 832, AT INTERSTATE MILEPOST 93,
 DA0749'SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF RAILROAD
 DA0749'BRIDGE NUMBER 832.08, 2.1 METERS (7.0 FT) NORTHWEST OF THE NORTHWEST
 DA0749'RAIL, 75.9 METERS (249 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-
 DA0749'BOUND LANES OF THE INTERSTATE. NOTE-THE ABUTMENTS ARE SET ON BEDROCK.
 DA0749'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0749
 DA0749                          STATION RECOVERY (2002)
 DA0749
 DA0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DHM)
 DA0749'RECOVERED IN GOOD CONDITION.
 DA0749
 DA0749                          STATION RECOVERY (2006)
 DA0749
 DA0749'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0749'RECOVERED AS DESCRIBED.
 DA0749
 DA0749                          STATION RECOVERY (2006)
 DA0749
 DA0749'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1116 ***********************************************************************
 DA1116  DESIGNATION -  R 321
 DA1116  PID         -  DA1116
 DA1116  STATE/COUNTY-  AZ/YUMA
 DA1116  USGS QUAD   -  AZTEC HILLS (1982)
 DA1116
 DA1116                         *CURRENT SURVEY CONTROL
 DA1116  ___________________________________________________________________
 DA1116* NAD 83(1986)-  32 49 39.     (N)    113 24 44.     (W)     SCALED    
 DA1116* NAVD 88     -       145.014  (meters)     475.77   (feet)  ADJUSTED  
 DA1116  ___________________________________________________________________
 DA1116  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DA1116  DYNAMIC HT  -         144.849 (meters)     475.23  (feet)  COMP
 DA1116  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 DA1116
 DA1116  VERT ORDER  -  FIRST     CLASS II
 DA1116
 DA1116.The horizontal coordinates were scaled from a topographic map and have
 DA1116.an estimated accuracy of +/- 6 seconds.
 DA1116
 DA1116.The orthometric height was determined by differential leveling
 DA1116.and adjusted in June 1991.
 DA1116
 DA1116.The geoid height was determined by GEOID03.
 DA1116
 DA1116.The dynamic height is computed by dividing the NAVD 88
 DA1116.geopotential number by the normal gravity value computed on the
 DA1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1116.degrees latitude (g = 980.6199 gals.).
 DA1116
 DA1116.The modeled gravity was interpolated from observed gravity values.
 DA1116
 DA1116;                    North         East    Units  Estimated Accuracy
 DA1116;SPC AZ W     -   202,680.      244,990.      MT  (+/- 180 meters Scaled)
 DA1116
 DA1116                          SUPERSEDED SURVEY CONTROL
 DA1116
 DA1116  NGVD 29 (??/??/92)  144.490  (m)          474.05   (f) ADJ UNCH    1 2
 DA1116
 DA1116.Superseded values are not recommended for survey control.
 DA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1116.See file dsdata.txt to determine how the superseded data were derived.
 DA1116
 DA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB741347(NAD 83)
 DA1116_MARKER: DB = BENCH MARK DISK
 DA1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1116_SP_SET: BRIDGE
 DA1116_STAMPING: R 321 1952
 DA1116_MARK LOGO: CGS   
 DA1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1116
 DA1116  HISTORY     - Date     Condition        Report By
 DA1116  HISTORY     - 1952     MONUMENTED       CGS
 DA1116  HISTORY     - 1980     GOOD             NGS
 DA1116  HISTORY     - 1980     GOOD             NGS
 DA1116
 DA1116                          STATION DESCRIPTION
 DA1116
 DA1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1116'2.0 MI E FROM AZTEC.
 DA1116'2.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1116'WATER TANK AT AZTEC, 2 1/2 POLES EAST OF MILEPOST 814, IN THE TOP OF
 DA1116'THE SOUTHWEST ABUTMENT OF A BRIDGE, 1.3 FEET SOUTH OF THE NORTH EDGE,
 DA1116'0.7 FOOT NORTH OF THE SOUTH EDGE, 7 FEET NORTH OF THE NORTH RAIL OF
 DA1116'THE RAIL ROAD TRACK, AND 2 FEET LOWER THAN THE RAILROAD TRACK.
 DA1116
 DA1116                          STATION RECOVERY (1980)
 DA1116
 DA1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1116'2.95 KM (1.85 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1116'THE WATER TANK IN AZTEC, 0.2 KM (0.1 MILE) NORTHEAST OF RAILROAD
 DA1116'MILEPOLE 814, SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 DA1116'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 814.09, 2.1 METERS (7.0
 DA1116'FT) NORTHWEST OF NORTHWEST RAIL.
 DA1116'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1116
 DA1116                          STATION RECOVERY (1980)
 DA1116
 DA1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1116'2.95 KM (1.85 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1116'THE WATER TANK IN AZTEC, 0.2 KM (0.1 MILE) NORTHEAST OF RAILROAD
 DA1116'MILEPOLE 814, SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 DA1116'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 814.09, 2.1 METERS (7.0
 DA1116'FT) NORTHWEST OF NORTHWEST RAIL.
 DA1116'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1081 ***********************************************************************
 DA1081  DESIGNATION -  R 322
 DA1081  PID         -  DA1081
 DA1081  STATE/COUNTY-  AZ/YUMA
 DA1081  USGS QUAD   -  MOHAWK (1982)
 DA1081
 DA1081                         *CURRENT SURVEY CONTROL
 DA1081  ___________________________________________________________________
 DA1081* NAD 83(1986)-  32 43 30.     (N)    113 46 18.     (W)     SCALED    
 DA1081* NAVD 88     -       153.662  (meters)     504.14   (feet)  ADJUSTED  
 DA1081  ___________________________________________________________________
 DA1081  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DA1081  DYNAMIC HT  -         153.489 (meters)     503.57  (feet)  COMP
 DA1081  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 DA1081
 DA1081  VERT ORDER  -  FIRST     CLASS II
 DA1081
 DA1081.The horizontal coordinates were scaled from a topographic map and have
 DA1081.an estimated accuracy of +/- 6 seconds.
 DA1081
 DA1081.The orthometric height was determined by differential leveling
 DA1081.and adjusted in June 1991.
 DA1081
 DA1081.The geoid height was determined by GEOID03.
 DA1081
 DA1081.The dynamic height is computed by dividing the NAVD 88
 DA1081.geopotential number by the normal gravity value computed on the
 DA1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1081.degrees latitude (g = 980.6199 gals.).
 DA1081
 DA1081.The modeled gravity was interpolated from observed gravity values.
 DA1081
 DA1081;                    North         East    Units  Estimated Accuracy
 DA1081;SPC AZ W     -   191,260.      211,330.      MT  (+/- 180 meters Scaled)
 DA1081
 DA1081                          SUPERSEDED SURVEY CONTROL
 DA1081
 DA1081  NGVD 29 (??/??/92)  153.015  (m)          502.02   (f) ADJ UNCH    1 2
 DA1081
 DA1081.Superseded values are not recommended for survey control.
 DA1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1081.See file dsdata.txt to determine how the superseded data were derived.
 DA1081
 DA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB402241(NAD 83)
 DA1081_MARKER: DB = BENCH MARK DISK
 DA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1081_STAMPING: R 322 1952
 DA1081_MARK LOGO: CGS   
 DA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1081+STABILITY: SURFACE MOTION
 DA1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1081+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1081
 DA1081  HISTORY     - Date     Condition        Report By
 DA1081  HISTORY     - 1952     MONUMENTED       CGS
 DA1081  HISTORY     - 1971     GOOD             NGS
 DA1081  HISTORY     - 1981     GOOD             NGS
 DA1081  HISTORY     - 1981     GOOD             NGS
 DA1081  HISTORY     - 20090206 GOOD             GEOCAC
 DA1081
 DA1081                          STATION DESCRIPTION
 DA1081
 DA1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA1081'12 MI E FROM TACNA.
 DA1081'12.4 MILES WEST ALONG INTERSTATE HIGHWAY 8 TO THE AVENUE 52 EAST,
 DA1081'MOHAWK VALLEY EXIT, THENCE NORTH AND WEST 0.7 MILT TO U. S. HIGHWAY
 DA1081'80, THENCE NORTH AND WEST FOR 2.55 MILES ALONG U. S. HIGHWAY 80, ABOUT
 DA1081'100 YARDS NORTH OF U. S. HIGHWAY 80, 59 FEET NORTH OF CENTER OF
 DA1081'GRAVELED ROAD, 2 FEET SOUTH-SOUTHWEST OF 4X4-INCH WOODEN WITNESS POST,
 DA1081'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES.
 DA1081'NOTE-- R 322 IS USED AS THE AZIMUTH MARK FOR TRIANGULATION STATION AWK
 DA1081'1960.
 DA1081
 DA1081                          STATION RECOVERY (1981)
 DA1081
 DA1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1081'RECOVERED IN GOOD CONDITION.
 DA1081
 DA1081                          STATION RECOVERY (1981)
 DA1081
 DA1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1081'RECOVERED IN GOOD CONDITION.
 DA1081
 DA1081                          STATION RECOVERY (2009)
 DA1081
 DA1081'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1081'RECOVERED IN GOOD CONDITION. THERE IS NO LONGER A WITNESS POST
 DA1081'NEAR THE MARK. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1081'OF N 32 43' 35.2 W 113 46' 18.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0412 ***********************************************************************
 DT0412  DESIGNATION -  R 323
 DT0412  PID         -  DT0412
 DT0412  STATE/COUNTY-  AZ/GRAHAM
 DT0412  USGS QUAD   -  GILA PEAK (1989)
 DT0412
 DT0412                         *CURRENT SURVEY CONTROL
 DT0412  ___________________________________________________________________
 DT0412* NAD 83(1986)-  33 13 26.     (N)    109 54 27.     (W)     SCALED    
 DT0412* NAVD 88     -      1588.794  (meters)    5212.57   (feet)  ADJUSTED  
 DT0412  ___________________________________________________________________
 DT0412  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DT0412  DYNAMIC HT  -        1586.423 (meters)    5204.79  (feet)  COMP
 DT0412  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 DT0412
 DT0412  VERT ORDER  -  SECOND    CLASS 0
 DT0412
 DT0412.The horizontal coordinates were scaled from a topographic map and have
 DT0412.an estimated accuracy of +/- 6 seconds.
 DT0412
 DT0412.The orthometric height was determined by differential leveling
 DT0412.and adjusted in June 1991.
 DT0412
 DT0412.The geoid height was determined by GEOID03.
 DT0412
 DT0412.The dynamic height is computed by dividing the NAVD 88
 DT0412.geopotential number by the normal gravity value computed on the
 DT0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0412.degrees latitude (g = 980.6199 gals.).
 DT0412
 DT0412.The modeled gravity was interpolated from observed gravity values.
 DT0412
 DT0412;                    North         East    Units  Estimated Accuracy
 DT0412;SPC AZ E     -   246,610.      237,520.      MT  (+/- 180 meters Scaled)
 DT0412
 DT0412                          SUPERSEDED SURVEY CONTROL
 DT0412
 DT0412  NGVD 29 (??/??/92) 1588.028  (m)         5210.06   (f) ADJ UNCH    2 0
 DT0412
 DT0412.Superseded values are not recommended for survey control.
 DT0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0412.See file dsdata.txt to determine how the superseded data were derived.
 DT0412
 DT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB018766(NAD 83)
 DT0412_MARKER: DB = BENCH MARK DISK
 DT0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0412_STAMPING: R 323 1952
 DT0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0412+STABILITY: SURFACE MOTION
 DT0412
 DT0412  HISTORY     - Date     Condition        Report By
 DT0412  HISTORY     - 1952     MONUMENTED       CGS
 DT0412
 DT0412                          STATION DESCRIPTION
 DT0412
 DT0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DT0412'5.2 MI SW FROM ARSENIC TUBS RANCH HDQRS.
 DT0412'0.2 MILE SOUTH ALONG A TRACK ROAD FROM THE ARSENIC TUBS RANCH
 DT0412'HEADQUARTERS, THENCE 2.5 MILES SOUTHWEST ALONG A DIM PIPE LINE ROAD,
 DT0412'THENCE 2.5 MILES SOUTH ALONG A DIM TRACK ROAD ON A RIDGE, 0.4 MILE
 DT0412'NORTHEAST OF THE JUNCTION OF A TRACK ROAD LEADING WEST, 57 FEET
 DT0412'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTHEAST OF A
 DT0412'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DT0412'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0427 ***********************************************************************
 CY0427  DESIGNATION -  R 324
 CY0427  PID         -  CY0427
 CY0427  STATE/COUNTY-  AZ/COCHISE
 CY0427  USGS QUAD   -  RAILROAD PASS (1979)
 CY0427
 CY0427                         *CURRENT SURVEY CONTROL
 CY0427  ___________________________________________________________________
 CY0427* NAD 83(1986)-  32 20 53.     (N)    109 41 48.     (W)     SCALED    
 CY0427* NAVD 88     -      1293.40   (+/-2cm)    4243.4    (feet)  VERTCON   
 CY0427  ___________________________________________________________________
 CY0427  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0427
 CY0427.The horizontal coordinates were scaled from a topographic map and have
 CY0427.an estimated accuracy of +/- 6 seconds.
 CY0427
 CY0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0427.The vertical order pertains to the NGVD 29 superseded value.
 CY0427
 CY0427.The geoid height was determined by GEOID03.
 CY0427
 CY0427;                    North         East    Units  Estimated Accuracy
 CY0427;SPC AZ E     -   149,560.      257,600.      MT  (+/- 180 meters Scaled)
 CY0427
 CY0427                          SUPERSEDED SURVEY CONTROL
 CY0427
 CY0427  NGVD 29 (??/??/92) 1292.594  (m)         4240.79   (f) ADJ UNCH    1 2
 CY0427
 CY0427.Superseded values are not recommended for survey control.
 CY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0427.See file dsdata.txt to determine how the superseded data were derived.
 CY0427
 CY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA226797(NAD 83)
 CY0427_MARKER: DB = BENCH MARK DISK
 CY0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0427_STAMPING: R 324 1952
 CY0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0427+STABILITY: SURFACE MOTION
 CY0427
 CY0427  HISTORY     - Date     Condition        Report By
 CY0427  HISTORY     - 1952     MONUMENTED       CGS
 CY0427
 CY0427                          STATION DESCRIPTION
 CY0427
 CY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0427'11.0 MI NE FROM WILLCOX.
 CY0427'11.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0427'THE STATION AT WILLCOX, 0.2 MILE WEST OF MILE POLE NUMBER 1086, AT
 CY0427'SEMAPHORE NUMBER 1085.8 AND 1085.9, 98.6 FEET NORTHWEST OF THE
 CY0427'SEMAPHORE 10859, 95.4 FEET NORTH OF THE NORTH RAIL, 63.6 FEET
 CY0427'NORTHWEST OF THE SIXTH POLE WEST OF MILEPOLE NUMBER 1086, 2 1/2 FEET
 CY0427'SOUTH OF A FENCE, 2 1/2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 CY0427'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CY0427'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0043 ***********************************************************************
 CG0043  DESIGNATION -  R 325
 CG0043  PID         -  CG0043
 CG0043  STATE/COUNTY-  AZ/COCHISE
 CG0043  USGS QUAD   -  KNOB HILL (1973)
 CG0043
 CG0043                         *CURRENT SURVEY CONTROL
 CG0043  ___________________________________________________________________
 CG0043* NAD 83(1986)-  31 59 17.     (N)    110 06 36.     (W)     SCALED    
 CG0043* NAVD 88     -      1336.66   (+/-2cm)    4385.4    (feet)  VERTCON   
 CG0043  ___________________________________________________________________
 CG0043  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CG0043  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0043
 CG0043.The horizontal coordinates were scaled from a topographic map and have
 CG0043.an estimated accuracy of +/- 6 seconds.
 CG0043
 CG0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0043.The vertical order pertains to the NGVD 29 superseded value.
 CG0043
 CG0043.The geoid height was determined by GEOID03.
 CG0043
 CG0043;                    North         East    Units  Estimated Accuracy
 CG0043;SPC AZ E     -   109,540.      218,720.      MT  (+/- 180 meters Scaled)
 CG0043
 CG0043                          SUPERSEDED SURVEY CONTROL
 CG0043
 CG0043  NGVD 29 (??/??/92) 1335.789  (m)         4382.50   (f) ADJ UNCH    1 2
 CG0043
 CG0043.Superseded values are not recommended for survey control.
 CG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0043.See file dsdata.txt to determine how the superseded data were derived.
 CG0043
 CG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA840394(NAD 83)
 CG0043_MARKER: DB = BENCH MARK DISK
 CG0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0043_SP_SET: ABUTMENT
 CG0043_STAMPING: R 325 1952
 CG0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0043
 CG0043  HISTORY     - Date     Condition        Report By
 CG0043  HISTORY     - 1952     MONUMENTED       CGS
 CG0043
 CG0043                          STATION DESCRIPTION
 CG0043
 CG0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0043'5.3 MI SW FROM DRAGOON.
 CG0043'5.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0043'THE STATION AT DRAGOON, IN THE TOP OF THE SOUTHEAST END OF THE
 CG0043'NORTHEAST ABUTMENT OF BRIDGE NUMBER 1048.64, 0.1 MILE SOUTHWEST OF A
 CG0043'CULVERT, 76 1/2 FEET SOUTHWEST OF SEMAPHORE NUMBER 10487, 6.4 FEET
 CG0043'SOUTHEAST OF THE SOUTHEAST RAIL, 0.4 FEET NORTHWEST OF THE SOUTHEAST
 CG0043'EDGE OF AN ABUTMENT, ABOUT 2.0 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0276 ***********************************************************************
 ET0276  DESIGNATION -  R 329
 ET0276  PID         -  ET0276
 ET0276  STATE/COUNTY-  AZ/YAVAPAI
 ET0276  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0276
 ET0276                         *CURRENT SURVEY CONTROL
 ET0276  ___________________________________________________________________
 ET0276* NAD 83(1986)-  34 06 37.     (N)    112 03 50.     (W)     SCALED    
 ET0276* NAVD 88     -      1058.39   (+/-2cm)    3472.4    (feet)  VERTCON   
 ET0276  ___________________________________________________________________
 ET0276  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 ET0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0276
 ET0276.The horizontal coordinates were scaled from a topographic map and have
 ET0276.an estimated accuracy of +/- 6 seconds.
 ET0276
 ET0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0276.The vertical order pertains to the NGVD 29 superseded value.
 ET0276
 ET0276.The geoid height was determined by GEOID03.
 ET0276
 ET0276;                    North         East    Units  Estimated Accuracy
 ET0276;SPC AZ C     -   344,900.      199,780.      MT  (+/- 180 meters Scaled)
 ET0276
 ET0276                          SUPERSEDED SURVEY CONTROL
 ET0276
 ET0276  NGVD 29 (??/??/92) 1057.751  (m)         3470.30   (f) ADJ UNCH    2 0
 ET0276
 ET0276.Superseded values are not recommended for survey control.
 ET0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0276.See file dsdata.txt to determine how the superseded data were derived.
 ET0276
 ET0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC018748(NAD 83)
 ET0276_MARKER: DB = BENCH MARK DISK
 ET0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0276_STAMPING: R 329 1952
 ET0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0276+STABILITY: SURFACE MOTION
 ET0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0276+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2008
 ET0276
 ET0276  HISTORY     - Date     Condition        Report By
 ET0276  HISTORY     - 1952     MONUMENTED       CGS
 ET0276  HISTORY     - 20080404 GOOD             GEOCAC
 ET0276
 ET0276                          STATION DESCRIPTION
 ET0276
 ET0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0276'25.5 MI S FROM CORDES.
 ET0276'14.9 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE GENERAL
 ET0276'STORE AT CORDES, THENCE 10.6 MILES SOUTH ALONG A TRACK ROAD, ON TOP OF
 ET0276'A MESA, AT A WIRE GATE CROSSING, ABOUT 0.1 MILE NORTH ALONG A FENCE
 ET0276'LINE FROM A DIRT RESERVOIR, DIRECTLY UNDER THE NORTHWEST WIRE OF A
 ET0276'TELEPHONE LINE, 52.0 FEET SOUTHWEST OF A TELEPHONE POLE, 17 FEET
 ET0276'NORTHWEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 14.4
 ET0276'FEET NORTH OF THE NORTH GATE POST, 2.3 FEET EAST OF THE FENCE, 2.2
 ET0276'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 ET0276'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ET0276
 ET0276                          STATION RECOVERY (2008)
 ET0276
 ET0276'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0276'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0276'THE DESCRIPTION - THE WITNESS POST AND GATE ARE GONE, AND THE MARK IS
 ET0276'2.8 FEET EAST OF A FENCE CORNER AND 16.0 FEET NORTH OF THE CENTERLINE
 ET0276'OF FR 610. HANDHELD COORDINATES
 ET0276'34 06 36.7 (N)   112 03 49.9 (W)  (NAD 83).
 ET0276' 
 ET0276'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF BLOODY BASIN
 ET0276'ROAD AND INTERSTATE 17 TAKE BLOODY BASIN ROAD SOUTH FOR 10.9 MILES TO
 ET0276'FR 9014. TURN RIGHT ON FR 9014 AND GO SOUTH FOR 2.6 MILES AND BEAR
 ET0276'RIGHT ON TO FR 14. TAKE FR 14 SOUTH FOR 1.9 MILES TO A GATE ON THE
 ET0276'RIGHT AND FR 610. CONTINUE THROUGH THE GATE AND GO SOUTHWEST ON FR 610
 ET0276'FOR 6.4 MILES TO THE STATION ON THE RIGHT.
 ET0276'NOTE THAT FR 610 HAS SOME DIM AND ROUGH STRETCHES SO TRAVEL WITH A 4X4
 ET0276'HIGH CLEARANCE VEHICLE IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0308 ***********************************************************************
 FP0308  DESIGNATION -  R 33
 FP0308  PID         -  FP0308
 FP0308  STATE/COUNTY-  AZ/APACHE
 FP0308  USGS QUAD   -  BEAUTIFUL VALLEY WELL (1983)
 FP0308
 FP0308                         *CURRENT SURVEY CONTROL
 FP0308  ___________________________________________________________________
 FP0308* NAD 83(1986)-  35 53 59.     (N)    109 36 37.     (W)     SCALED    
 FP0308* NAVD 88     -      1876.366  (meters)    6156.04   (feet)  ADJUSTED  
 FP0308  ___________________________________________________________________
 FP0308  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 FP0308  DYNAMIC HT  -        1873.914 (meters)    6148.00  (feet)  COMP
 FP0308  MODELED GRAV-     979,259.2   (mgal)                       NAVD 88
 FP0308
 FP0308  VERT ORDER  -  FIRST     CLASS II
 FP0308
 FP0308.The horizontal coordinates were scaled from a topographic map and have
 FP0308.an estimated accuracy of +/- 6 seconds.
 FP0308
 FP0308.The orthometric height was determined by differential leveling
 FP0308.and adjusted in June 1991.
 FP0308
 FP0308.The geoid height was determined by GEOID03.
 FP0308
 FP0308.The dynamic height is computed by dividing the NAVD 88
 FP0308.geopotential number by the normal gravity value computed on the
 FP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0308.degrees latitude (g = 980.6199 gals.).
 FP0308
 FP0308.The modeled gravity was interpolated from observed gravity values.
 FP0308
 FP0308;                    North         East    Units  Estimated Accuracy
 FP0308;SPC AZ E     -   543,530.      263,590.      MT  (+/- 180 meters Scaled)
 FP0308
 FP0308                          SUPERSEDED SURVEY CONTROL
 FP0308
 FP0308  NGVD 29 (??/??/92) 1875.461  (m)         6153.07   (f) ADJ UNCH    1 2
 FP0308
 FP0308.Superseded values are not recommended for survey control.
 FP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0308.See file dsdata.txt to determine how the superseded data were derived.
 FP0308
 FP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE254737(NAD 83)
 FP0308_MARKER: DB = BENCH MARK DISK
 FP0308_SETTING: 0 = UNSPECIFIED SETTING
 FP0308_STAMPING: 6153.075 R 33 1933
 FP0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0308
 FP0308  HISTORY     - Date     Condition        Report By
 FP0308  HISTORY     - 1933     MONUMENTED       CGS
 FP0308  HISTORY     - 1972     GOOD             USGS
 FP0308
 FP0308                          STATION DESCRIPTION
 FP0308
 FP0308'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0308'17.15 MI NW FROM GANADO.
 FP0308'.15 MILES SOUTH OF THE P O IN GANADO THENCE WEST ALONG STATE HWY 264
 FP0308'AND 63 6.15 MILES, THENCE NORTH ON STATE HWY 63 10.85 MILES.  BM IS
 FP0308'91.9 MILES WEST OF THE CENTER OF THE ROAD.  5.9 FEET EAST OF A
 FP0308'TELEPHONE POLE GUYED TO THE WEST APPROX. .15 MILES SO OF A BEND IN THE
 FP0308'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0303 ***********************************************************************
 CY0303  DESIGNATION -  R 330
 CY0303  PID         -  CY0303
 CY0303  STATE/COUNTY-  AZ/COCHISE
 CY0303  USGS QUAD   -  SAN SIMON (1987)
 CY0303
 CY0303                         *CURRENT SURVEY CONTROL
 CY0303  ___________________________________________________________________
 CY0303* NAD 83(1986)-  32 16 13.     (N)    109 14 25.     (W)     SCALED    
 CY0303* NAVD 88     -      1098.373  (meters)    3603.58   (feet)  ADJUSTED  
 CY0303  ___________________________________________________________________
 CY0303  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CY0303  DYNAMIC HT  -        1096.748 (meters)    3598.25  (feet)  COMP
 CY0303  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 CY0303
 CY0303  VERT ORDER  -  FIRST     CLASS II
 CY0303
 CY0303.The horizontal coordinates were scaled from a topographic map and have
 CY0303.an estimated accuracy of +/- 6 seconds.
 CY0303
 CY0303.The orthometric height was determined by differential leveling
 CY0303.and adjusted in June 1991.
 CY0303
 CY0303.The geoid height was determined by GEOID03.
 CY0303
 CY0303.The dynamic height is computed by dividing the NAVD 88
 CY0303.geopotential number by the normal gravity value computed on the
 CY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0303.degrees latitude (g = 980.6199 gals.).
 CY0303
 CY0303.The modeled gravity was interpolated from observed gravity values.
 CY0303
 CY0303;                    North         East    Units  Estimated Accuracy
 CY0303;SPC AZ E     -   141,210.      300,630.      MT  (+/- 180 meters Scaled)
 CY0303
 CY0303                          SUPERSEDED SURVEY CONTROL
 CY0303
 CY0303  NGVD 29 (??/??/92) 1097.712  (m)         3601.41   (f) ADJ UNCH    1 2
 CY0303
 CY0303.Superseded values are not recommended for survey control.
 CY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0303.See file dsdata.txt to determine how the superseded data were derived.
 CY0303
 CY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA657717(NAD 83)
 CY0303_MARKER: DB = BENCH MARK DISK
 CY0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0303_STAMPING: R 330 1952
 CY0303_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0303+STABILITY: SURFACE MOTION
 CY0303
 CY0303  HISTORY     - Date     Condition        Report By
 CY0303  HISTORY     - 1952     MONUMENTED       CGS
 CY0303  HISTORY     - 1960     GOOD             NGS
 CY0303  HISTORY     - 1979     GOOD             NGS
 CY0303
 CY0303                          STATION DESCRIPTION
 CY0303
 CY0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0303'0.95 MI W FROM SAN SIMON.
 CY0303'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0303'RAILROAD STATION AT SAN SIMON, THENCE 0.8 MILE WEST ALONG STATE
 CY0303'HIGHWAY 86, 79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE
 CY0303'WEST OF THE ENTRANCE TO A COTTON GIN, 21 FEET SOUTH OF A FENCE, 3 FEET
 CY0303'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0303'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CY0303
 CY0303                          STATION RECOVERY (1960)
 CY0303
 CY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0303'RECOVERED IN GOOD CONDITION.
 CY0303
 CY0303                          STATION RECOVERY (1979)
 CY0303
 CY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0303'1.7 KILOMETER (1.05 MILES) WEST ALONG OLD U S HIGHWAY 86 FROM
 CY0303'THE SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.2 KILOMETER (0.1 MILE)
 CY0303'WEST OF THE ENTRANCE TO A COTTON GIN,
 CY0303'23.7 METERS (77.75 FEET) NORTH THE CENTERLINE OF OLD STATE
 CY0303'HIGHWAY 86, 6.35 METERS (20.85 FEET) SOUTH OF THE NORTH
 CY0303'RIGHT-OF-WAY FENCE.
 CY0303'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CY0303'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0531 ***********************************************************************
 DA0531  DESIGNATION -  R 331
 DA0531  PID         -  DA0531
 DA0531  STATE/COUNTY-  AZ/MARICOPA
 DA0531  USGS QUAD   -  MIDWAY (1986)
 DA0531
 DA0531                         *CURRENT SURVEY CONTROL
 DA0531  ___________________________________________________________________
 DA0531* NAD 83(1986)-  32 39 29.     (N)    112 51 36.     (W)     SCALED    
 DA0531* NAVD 88     -       341.01   (+/-2cm)    1118.8    (feet)  VERTCON   
 DA0531  ___________________________________________________________________
 DA0531  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA0531  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0531
 DA0531.The horizontal coordinates were scaled from a topographic map and have
 DA0531.an estimated accuracy of +/- 6 seconds.
 DA0531
 DA0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0531.The vertical order pertains to the NGVD 29 superseded value.
 DA0531
 DA0531.The geoid height was determined by GEOID03.
 DA0531
 DA0531;                    North         East    Units  Estimated Accuracy
 DA0531;SPC AZ C     -   184,230.      124,870.      MT  (+/- 180 meters Scaled)
 DA0531
 DA0531                          SUPERSEDED SURVEY CONTROL
 DA0531
 DA0531  NGVD 29 (??/??/92)  340.371  (m)         1116.70   (f) ADJ UNCH    1 2
 DA0531
 DA0531.Superseded values are not recommended for survey control.
 DA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0531.See file dsdata.txt to determine how the superseded data were derived.
 DA0531
 DA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB255149(NAD 83)
 DA0531_MARKER: DB = BENCH MARK DISK
 DA0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0531_STAMPING: R 331 1953
 DA0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0531+STABILITY: SURFACE MOTION
 DA0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0531+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0531
 DA0531  HISTORY     - Date     Condition        Report By
 DA0531  HISTORY     - 1953     MONUMENTED       CGS
 DA0531  HISTORY     - 1980     GOOD             USGS
 DA0531  HISTORY     - 20060219 GOOD             USPSQD
 DA0531  HISTORY     - 20070603 GOOD             GEOCAC
 DA0531
 DA0531                          STATION DESCRIPTION
 DA0531
 DA0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0531'21.9 MI N FROM AJO.
 DA0531'21.5 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0531'FROM THE STATION AT AJO, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 DA0531'AT THE INTERSECTION OF STATE HIGHWAY 85 AND THE ENTRANCE TO WILLIAMS
 DA0531'AIR FORCE AUXILIARY FIELD NO. 3, 68 FEET WEST OF THE CENTER LINE OF
 DA0531'THE HIGHWAY, 38 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 DA0531'WEST OF A FLAGPOLE, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 DA0531'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA0531'ABOVE THE GROUND.
 DA0531
 DA0531                          STATION RECOVERY (1980)
 DA0531
 DA0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0531'THE MARK IS 20.3 MILES SOUTH ALONG STATE HWY. 85 FROM THE OVERPASS AT
 DA0531'US HWY. I-8, WEST OF GILA BEND, AT THE INTERSECTION OF STATE HWY. 85
 DA0531'AND A PAVED ROAD WEST LEADING TO RANGE 2, 20 FT NORTH OF CENTERLINE
 DA0531'OF ROAD WEST, 68 FT WEST OF THE CENTER LINE OF HIGHWAY ABOUT LEVEL
 DA0531'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DA0531'GROUND, A STANDARD TABLET STAMPED "R 331 1953".
 DA0531
 DA0531                          STATION RECOVERY (2006)
 DA0531
 DA0531'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0531'RECOVERED AS DESCRIBED.
 DA0531
 DA0531                          STATION RECOVERY (2007)
 DA0531
 DA0531'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0558 ***********************************************************************
 DA0558  DESIGNATION -  R 332
 DA0558  PID         -  DA0558
 DA0558  STATE/COUNTY-  AZ/MARICOPA
 DA0558  USGS QUAD   -  MIDWAY SW (1986)
 DA0558
 DA0558                         *CURRENT SURVEY CONTROL
 DA0558  ___________________________________________________________________
 DA0558* NAD 83(1986)-  32 31 22.     (N)    112 55 05.     (W)     SCALED    
 DA0558* NAVD 88     -       380.72   (+/-2cm)    1249.1    (feet)  VERTCON   
 DA0558  ___________________________________________________________________
 DA0558  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0558  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0558
 DA0558.The horizontal coordinates were scaled from a topographic map and have
 DA0558.an estimated accuracy of +/- 6 seconds.
 DA0558
 DA0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0558.The vertical order pertains to the NGVD 29 superseded value.
 DA0558
 DA0558.The geoid height was determined by GEOID03.
 DA0558
 DA0558;                    North         East    Units  Estimated Accuracy
 DA0558;SPC AZ C     -   169,280.      119,280.      MT  (+/- 180 meters Scaled)
 DA0558
 DA0558                          SUPERSEDED SURVEY CONTROL
 DA0558
 DA0558  NGVD 29 (??/??/92)  380.068  (m)         1246.94   (f) ADJ UNCH    1 2
 DA0558
 DA0558.Superseded values are not recommended for survey control.
 DA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0558.See file dsdata.txt to determine how the superseded data were derived.
 DA0558
 DA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB198000(NAD 83)
 DA0558_MARKER: DB = BENCH MARK DISK
 DA0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0558_STAMPING: R 332 1953
 DA0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0558+STABILITY: SURFACE MOTION
 DA0558
 DA0558  HISTORY     - Date     Condition        Report By
 DA0558  HISTORY     - 1953     MONUMENTED       CGS
 DA0558
 DA0558                          STATION DESCRIPTION
 DA0558
 DA0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0558'12.6 MI NW FROM AJO.
 DA0558'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0558'THE STATION AT AJO, THENCE 2.8 MILES NORTHWEST ALONG A GRAVELED ROAD
 DA0558'LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, 60 FEET NORTHEAST
 DA0558'OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST,
 DA0558'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DA0558'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1495 ***********************************************************************
 CZ1495  DESIGNATION -  R 333 RESET
 CZ1495  PID         -  CZ1495
 CZ1495  STATE/COUNTY-  AZ/PIMA
 CZ1495  USGS QUAD   -  TUCSON (1992)
 CZ1495
 CZ1495                         *CURRENT SURVEY CONTROL
 CZ1495  ___________________________________________________________________
 CZ1495* NAD 83(1986)-  32 12 03.     (N)    110 57 38.     (W)     SCALED    
 CZ1495* NAVD 88     -       743.609  (meters)    2439.66   (feet)  ADJUSTED  
 CZ1495  ___________________________________________________________________
 CZ1495  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1495  DYNAMIC HT  -         742.587 (meters)    2436.30  (feet)  COMP
 CZ1495  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 CZ1495
 CZ1495  VERT ORDER  -  FIRST     CLASS II
 CZ1495
 CZ1495.The horizontal coordinates were scaled from a topographic map and have
 CZ1495.an estimated accuracy of +/- 6 seconds.
 CZ1495
 CZ1495.The orthometric height was determined by differential leveling
 CZ1495.and adjusted in June 1991.
 CZ1495
 CZ1495.The geoid height was determined by GEOID03.
 CZ1495
 CZ1495.The dynamic height is computed by dividing the NAVD 88
 CZ1495.geopotential number by the normal gravity value computed on the
 CZ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1495.degrees latitude (g = 980.6199 gals.).
 CZ1495
 CZ1495.The modeled gravity was interpolated from observed gravity values.
 CZ1495
 CZ1495;                    North         East    Units  Estimated Accuracy
 CZ1495;SPC AZ C     -   133,540.      303,500.      MT  (+/- 180 meters Scaled)
 CZ1495
 CZ1495                          SUPERSEDED SURVEY CONTROL
 CZ1495
 CZ1495.No superseded survey control is available for this station.
 CZ1495
 CZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037626(NAD 83)
 CZ1495_MARKER: DB = BENCH MARK DISK
 CZ1495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1495_SP_SET: ABUTMENT
 CZ1495_STAMPING: R 333 RESET 1980
 CZ1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1495+STABILITY: SURFACE MOTION
 CZ1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1495+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2007
 CZ1495
 CZ1495  HISTORY     - Date     Condition        Report By
 CZ1495  HISTORY     - 1980     MONUMENTED       NGS
 CZ1495  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1495
 CZ1495                          STATION DESCRIPTION
 CZ1495
 CZ1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1495'2.6 KM SOUTH FROM TUCSON.
 CZ1495'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAIL-
 CZ1495'ROAD FROM THE STATION AT TUCSON, 1 3/4 POLES NORTH OF MILE POST
 CZ1495'986, AT BRIDGE 985.85 AND IN TOP OF THE EAST END OF THE NORTH
 CZ1495'ABUTMENT, 2.28 METERS (7.5 FEET) EAST OF THE EAST RAIL, 0.35
 CZ1495'METER (1.15 FEET) WEST OF THE EAST END OF THE ABUTMENT,
 CZ1495'0.2 KILOMETER (0.1 MILE) NORTH OF THE CROSSING OF EAST TWENTY-
 CZ1495'NINTH STREET.
 CZ1495'THE MARK IS 0.6 M BELOW THE RAILS.
 CZ1495
 CZ1495                          STATION RECOVERY (2007)
 CZ1495
 CZ1495'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0380 ***********************************************************************
 CG0380  DESIGNATION -  R 334
 CG0380  PID         -  CG0380
 CG0380  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0380  USGS QUAD   -  AMADO (1981)
 CG0380
 CG0380                         *CURRENT SURVEY CONTROL
 CG0380  ___________________________________________________________________
 CG0380* NAD 83(1986)-  31 37 35.     (N)    111 02 13.     (W)     SCALED    
 CG0380* NAVD 88     -       969.66   (+/-2cm)    3181.3    (feet)  VERTCON   
 CG0380  ___________________________________________________________________
 CG0380  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0380  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0380
 CG0380.The horizontal coordinates were scaled from a topographic map and have
 CG0380.an estimated accuracy of +/- 6 seconds.
 CG0380
 CG0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0380.The vertical order pertains to the NGVD 29 superseded value.
 CG0380
 CG0380.The geoid height was determined by GEOID03.
 CG0380
 CG0380;                    North         East    Units  Estimated Accuracy
 CG0380;SPC AZ C     -    69,780.      296,820.      MT  (+/- 180 meters Scaled)
 CG0380
 CG0380                          SUPERSEDED SURVEY CONTROL
 CG0380
 CG0380  NGVD 29 (??/??/92)  968.840  (m)         3178.60   (f) ADJ UNCH    1 2
 CG0380
 CG0380.Superseded values are not recommended for survey control.
 CG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0380.See file dsdata.txt to determine how the superseded data were derived.
 CG0380
 CG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV964990(NAD 83)
 CG0380_MARKER: DB = BENCH MARK DISK
 CG0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0380_STAMPING: R 334 1953
 CG0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0380+STABILITY: SURFACE MOTION
 CG0380
 CG0380  HISTORY     - Date     Condition        Report By
 CG0380  HISTORY     - 1953     MONUMENTED       CGS
 CG0380
 CG0380                          STATION DESCRIPTION
 CG0380
 CG0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0380'5.7 MI S FROM AMADO.
 CG0380'5.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0380'WATER TANK AT AMADO, 1.0 MILE NORTH OF TUBAC, 64 1/2 FEET SOUTHWEST OF
 CG0380'THE FIRST TELEPHONE POLE SOUTH OF MILEPOLE 1027, 50.0 FEET WEST OF THE
 CG0380'WEST RAIL, 2.4 FEET WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST,
 CG0380'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CG0380'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0486 ***********************************************************************
 DA0486  DESIGNATION -  R 336
 DA0486  PID         -  DA0486
 DA0486  STATE/COUNTY-  AZ/PIMA
 DA0486  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0486
 DA0486                         *CURRENT SURVEY CONTROL
 DA0486  ___________________________________________________________________
 DA0486* NAD 83(1986)-  32 28 10.     (N)    112 36 45.     (W)     SCALED    
 DA0486* NAVD 88     -       765.93   (+/-2cm)    2512.9    (feet)  VERTCON   
 DA0486  ___________________________________________________________________
 DA0486  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DA0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0486
 DA0486.The horizontal coordinates were scaled from a topographic map and have
 DA0486.an estimated accuracy of +/- 6 seconds.
 DA0486
 DA0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0486.The vertical order pertains to the NGVD 29 superseded value.
 DA0486
 DA0486.The geoid height was determined by GEOID03.
 DA0486
 DA0486;                    North         East    Units  Estimated Accuracy
 DA0486;SPC AZ C     -   163,130.      147,950.      MT  (+/- 180 meters Scaled)
 DA0486
 DA0486                          SUPERSEDED SURVEY CONTROL
 DA0486
 DA0486  NGVD 29 (??/??/92)  765.169  (m)         2510.39   (f) ADJ UNCH    2 0
 DA0486
 DA0486.Superseded values are not recommended for survey control.
 DA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0486.See file dsdata.txt to determine how the superseded data were derived.
 DA0486
 DA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA484936(NAD 83)
 DA0486_MARKER: DB = BENCH MARK DISK
 DA0486_SETTING: 66 = SET IN ROCK OUTCROP
 DA0486_SP_SET: FLAT ROCK
 DA0486_STAMPING: R 336 1961
 DA0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0486+STABILITY: POSITION/ELEVATION WELL
 DA0486
 DA0486  HISTORY     - Date     Condition        Report By
 DA0486  HISTORY     - 1961     MONUMENTED       CGS
 DA0486
 DA0486                          STATION DESCRIPTION
 DA0486
 DA0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0486'18.0 MI E FROM AJO.
 DA0486'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0486'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0486'STATE HIGHWAY 85.  THENCE 16.45 MILES EAST ALONG A DIRT ROAD WHICH
 DA0486'FOLLOWS A PIPE LINE.  3.1 MILES SOUTHWEST OF A GATE LEADING INTO THE
 DA0486'PAPAGO INDIAN RESERVATION.  SET IN THE TOP OF A FLAT ROCK WHICH IS
 DA0486'FLUSH WITH THE GROUND, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DA0486'ROAD, 8.3 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH
 DA0486'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0257 ***********************************************************************
 DA0257  DESIGNATION -  R 337
 DA0257  PID         -  DA0257
 DA0257  STATE/COUNTY-  AZ/PIMA
 DA0257  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0257
 DA0257                         *CURRENT SURVEY CONTROL
 DA0257  ___________________________________________________________________
 DA0257* NAD 83(1986)-  32 08 56.     (N)    112 15 50.     (W)     SCALED    
 DA0257* NAVD 88     -       682.52   (+/-2cm)    2239.2    (feet)  VERTCON   
 DA0257  ___________________________________________________________________
 DA0257  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DA0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0257
 DA0257.The horizontal coordinates were scaled from a topographic map and have
 DA0257.an estimated accuracy of +/- 6 seconds.
 DA0257
 DA0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0257.The vertical order pertains to the NGVD 29 superseded value.
 DA0257
 DA0257.The geoid height was determined by GEOID03.
 DA0257
 DA0257;                    North         East    Units  Estimated Accuracy
 DA0257;SPC AZ C     -   127,430.      180,610.      MT  (+/- 180 meters Scaled)
 DA0257
 DA0257                          SUPERSEDED SURVEY CONTROL
 DA0257
 DA0257  NGVD 29 (??/??/92)  681.818  (m)         2236.93   (f) ADJ UNCH    2 0
 DA0257
 DA0257.Superseded values are not recommended for survey control.
 DA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0257.See file dsdata.txt to determine how the superseded data were derived.
 DA0257
 DA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA808576(NAD 83)
 DA0257_MARKER: DB = BENCH MARK DISK
 DA0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0257_STAMPING: R 337 1961
 DA0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0257+STABILITY: SURFACE MOTION
 DA0257
 DA0257  HISTORY     - Date     Condition        Report By
 DA0257  HISTORY     - 1961     MONUMENTED       CGS
 DA0257
 DA0257                          STATION DESCRIPTION
 DA0257
 DA0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0257'9.5 MI N FROM PISINIMO.
 DA0257'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0257'PISINIMO, AN INDIAN VILLAGE.  THENCE 9.15 MILES NORTH ALONG A GRAVELED
 DA0257'ROAD.  OR ABOUT 6.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE HIGHWAY
 DA0257'DEPARTMENT MAINTENANCE CAMP AT TRACY, AN INDIAN VILLAGE. THENCE 2.0
 DA0257'MILES SOUTH ALONG A GRAVELED ROAD.  69 FEET WEST OF THE CENTER LINE OF
 DA0257'THE ROAD, 37 FEET NORTHEAST OF A TELEPHONE POLE BRACED WITH A GUY
 DA0257'WIRE, 1.9 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0257'ROAD, AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0110 ***********************************************************************
 CH0110  DESIGNATION -  R 338
 CH0110  PID         -  CH0110
 CH0110  STATE/COUNTY-  AZ/PIMA
 CH0110  USGS QUAD   -  PIA OIK (1988)
 CH0110
 CH0110                         *CURRENT SURVEY CONTROL
 CH0110  ___________________________________________________________________
 CH0110* NAD 83(1986)-  31 58 00.     (N)    112 35 02.     (W)     SCALED    
 CH0110* NAVD 88     -       642.60   (+/-2cm)    2108.3    (feet)  VERTCON   
 CH0110  ___________________________________________________________________
 CH0110  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 CH0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0110
 CH0110.The horizontal coordinates were scaled from a topographic map and have
 CH0110.an estimated accuracy of +/- 6 seconds.
 CH0110
 CH0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0110.The vertical order pertains to the NGVD 29 superseded value.
 CH0110
 CH0110.The geoid height was determined by GEOID03.
 CH0110
 CH0110;                    North         East    Units  Estimated Accuracy
 CH0110;SPC AZ C     -   107,370.      150,300.      MT  (+/- 180 meters Scaled)
 CH0110
 CH0110                          SUPERSEDED SURVEY CONTROL
 CH0110
 CH0110  NGVD 29 (??/??/92)  641.852  (m)         2105.81   (f) ADJ UNCH    2 0
 CH0110
 CH0110.Superseded values are not recommended for survey control.
 CH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0110.See file dsdata.txt to determine how the superseded data were derived.
 CH0110
 CH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA503378(NAD 83)
 CH0110_MARKER: DB = BENCH MARK DISK
 CH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0110_STAMPING: R 338 1961
 CH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0110+STABILITY: SURFACE MOTION
 CH0110
 CH0110  HISTORY     - Date     Condition        Report By
 CH0110  HISTORY     - 1961     MONUMENTED       CGS
 CH0110
 CH0110                          STATION DESCRIPTION
 CH0110
 CH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0110'11.65 MI N FROM MENAGERS.
 CH0110'ABOUT 11.65 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 CH0110'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  0.45 MILE NORTH OF A
 CH0110'ROAD LEADING EAST TO A SMALL INDIAN VILLAGE, ABOUT 0.4 MILE NORTHWEST
 CH0110'OF A METAL WINDMILL, 48 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4
 CH0110'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 CH0110'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0762 ***********************************************************************
 CG0762  DESIGNATION -  R 339
 CG0762  PID         -  CG0762
 CG0762  STATE/COUNTY-  AZ/PIMA
 CG0762  USGS QUAD   -  VAMORI (1979)
 CG0762
 CG0762                         *CURRENT SURVEY CONTROL
 CG0762  ___________________________________________________________________
 CG0762* NAD 83(1986)-  31 40 56.     (N)    111 59 24.     (W)     SCALED    
 CG0762* NAVD 88     -       718.50   (+/-2cm)    2357.3    (feet)  VERTCON   
 CG0762  ___________________________________________________________________
 CG0762  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CG0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0762
 CG0762.The horizontal coordinates were scaled from a topographic map and have
 CG0762.an estimated accuracy of +/- 6 seconds.
 CG0762
 CG0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0762.The vertical order pertains to the NGVD 29 superseded value.
 CG0762
 CG0762.The geoid height was determined by GEOID03.
 CG0762
 CG0762;                    North         East    Units  Estimated Accuracy
 CG0762;SPC AZ C     -    75,640.      206,410.      MT  (+/- 180 meters Scaled)
 CG0762
 CG0762                          SUPERSEDED SURVEY CONTROL
 CG0762
 CG0762  NGVD 29 (??/??/92)  717.775  (m)         2354.90   (f) ADJ UNCH    2 0
 CG0762
 CG0762.Superseded values are not recommended for survey control.
 CG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0762.See file dsdata.txt to determine how the superseded data were derived.
 CG0762
 CG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA061056(NAD 83)
 CG0762_MARKER: DB = BENCH MARK DISK
 CG0762_SETTING: 66 = SET IN ROCK OUTCROP
 CG0762_SP_SET: ROCK OUTCROP
 CG0762_STAMPING: R 339 1961
 CG0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0762+STABILITY: POSITION/ELEVATION WELL
 CG0762
 CG0762  HISTORY     - Date     Condition        Report By
 CG0762  HISTORY     - 1961     MONUMENTED       CGS
 CG0762
 CG0762                          STATION DESCRIPTION
 CG0762
 CG0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0762'6.5 MI SW FROM VAMORI.
 CG0762'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CG0762'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CG0762'THENCE 5.9 MILES SOUTHWEST ALONG A DIRT ROAD, 0.5 MILE EAST-NORTHEAST
 CG0762'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 CG0762'IS NUMBERED 71, 0.3 MILE EAST OF AN INDIAN VILLAGE, 56 FEET SOUTH OF
 CG0762'THE CENTER LINE OF THE ROAD, 58 FEET SOUTH OF THE CENTER OF A WOODEN
 CG0762'GATE ACROSS THE ROAD, 14 FEET WEST OF A FENCE, ABOUT 2 FEET BELOW THE
 CG0762'LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING 3
 CG0762'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0176 ***********************************************************************
 FP0176  DESIGNATION -  R 34
 FP0176  PID         -  FP0176
 FP0176  STATE/COUNTY-  AZ/APACHE
 FP0176  USGS QUAD   -  EAST OF KINLICHEE (1983)
 FP0176
 FP0176                         *CURRENT SURVEY CONTROL
 FP0176  ___________________________________________________________________
 FP0176* NAD 83(1986)-  35 41 21.     (N)    109 15 03.     (W)     SCALED    
 FP0176* NAVD 88     -      2308.705  (meters)    7574.48   (feet)  ADJUSTED  
 FP0176  ___________________________________________________________________
 FP0176  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FP0176  DYNAMIC HT  -        2305.409 (meters)    7563.66  (feet)  COMP
 FP0176  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 FP0176
 FP0176  VERT ORDER  -  FIRST     CLASS II
 FP0176
 FP0176.The horizontal coordinates were scaled from a topographic map and have
 FP0176.an estimated accuracy of +/- 6 seconds.
 FP0176
 FP0176.The orthometric height was determined by differential leveling
 FP0176.and adjusted in June 1991.
 FP0176
 FP0176.The geoid height was determined by GEOID03.
 FP0176
 FP0176.The dynamic height is computed by dividing the NAVD 88
 FP0176.geopotential number by the normal gravity value computed on the
 FP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0176.degrees latitude (g = 980.6199 gals.).
 FP0176
 FP0176.The modeled gravity was interpolated from observed gravity values.
 FP0176
 FP0176;                    North         East    Units  Estimated Accuracy
 FP0176;SPC AZ E     -   520,410.      296,250.      MT  (+/- 180 meters Scaled)
 FP0176
 FP0176                          SUPERSEDED SURVEY CONTROL
 FP0176
 FP0176  NGVD 29 (??/??/92) 2307.651  (m)         7571.02   (f) ADJ UNCH    1 2
 FP0176
 FP0176.Superseded values are not recommended for survey control.
 FP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0176.See file dsdata.txt to determine how the superseded data were derived.
 FP0176
 FP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE582508(NAD 83)
 FP0176_MARKER: DB = BENCH MARK DISK
 FP0176_SETTING: 66 = SET IN ROCK OUTCROP
 FP0176_SP_SET: OUTCROP
 FP0176_STAMPING: 7571.018 R34 1933
 FP0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0176+STABILITY: POSITION/ELEVATION WELL
 FP0176
 FP0176  HISTORY     - Date     Condition        Report By
 FP0176  HISTORY     - 1933     MONUMENTED       CGS
 FP0176  HISTORY     - 1970     GOOD             USGS
 FP0176
 FP0176                          STATION DESCRIPTION
 FP0176
 FP0176'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0176'18.4 MI SE FROM GANADO.
 FP0176'GANADO, 18.4 MI. S.E. ALONG ROAD FROM POST OFFICE WINDOW ROCK, 11.20
 FP0176'MI. W. ALONG STATE HIGHWAY 264 FROM THE CIVIC CENTER BUILDING.  0.2
 FP0176'MI. W. OF HWY. MP 464.  86 FT. N. OF HWY.  IN THE S. EDGE OF A 6 FT. X
 FP0176'6 FT. ROCK OUTCROP STANDARD DISK STAMPED 7571.018 R34 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0309 ***********************************************************************
 FQ0309  DESIGNATION -  R 340
 FQ0309  PID         -  FQ0309
 FQ0309  STATE/COUNTY-  AZ/COCONINO
 FQ0309  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0309
 FQ0309                         *CURRENT SURVEY CONTROL
 FQ0309  ___________________________________________________________________
 FQ0309* NAD 83(1986)-  35 11 16.     (N)    111 40 15.     (W)     SCALED    
 FQ0309* NAVD 88     -      2122.007  (meters)    6961.95   (feet)  ADJUSTED  
 FQ0309  ___________________________________________________________________
 FQ0309  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0309  DYNAMIC HT  -        2118.978 (meters)    6952.01  (feet)  COMP
 FQ0309  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 FQ0309
 FQ0309  VERT ORDER  -  FIRST     CLASS II
 FQ0309
 FQ0309.The horizontal coordinates were scaled from a topographic map and have
 FQ0309.an estimated accuracy of +/- 6 seconds.
 FQ0309
 FQ0309.The orthometric height was determined by differential leveling
 FQ0309.and adjusted in June 1991.
 FQ0309
 FQ0309.The geoid height was determined by GEOID03.
 FQ0309
 FQ0309.The dynamic height is computed by dividing the NAVD 88
 FQ0309.geopotential number by the normal gravity value computed on the
 FQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0309.degrees latitude (g = 980.6199 gals.).
 FQ0309
 FQ0309.The modeled gravity was interpolated from observed gravity values.
 FQ0309
 FQ0309;                    North         East    Units  Estimated Accuracy
 FQ0309;SPC AZ C     -   464,430.      235,750.      MT  (+/- 180 meters Scaled)
 FQ0309
 FQ0309                          SUPERSEDED SURVEY CONTROL
 FQ0309
 FQ0309  NGVD 29 (??/??/92) 2120.959  (m)         6958.51   (f) ADJ UNCH    1 2
 FQ0309
 FQ0309.Superseded values are not recommended for survey control.
 FQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0309.See file dsdata.txt to determine how the superseded data were derived.
 FQ0309
 FQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD389940(NAD 83)
 FQ0309_MARKER: DB = BENCH MARK DISK
 FQ0309_SETTING: 80 = SET IN A BOULDER
 FQ0309_SP_SET: BOULDER
 FQ0309_STAMPING: R 340 1958
 FQ0309_MARK LOGO: CGS   
 FQ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0309+STABILITY: SURFACE MOTION
 FQ0309
 FQ0309  HISTORY     - Date     Condition        Report By
 FQ0309  HISTORY     - 1958     MONUMENTED       CGS
 FQ0309  HISTORY     - 1973     GOOD             NGS
 FQ0309  HISTORY     - 1982     GOOD             NGS
 FQ0309  HISTORY     - 1982     GOOD             NGS
 FQ0309  HISTORY     - 1983     GOOD             NGS
 FQ0309  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0309
 FQ0309                          STATION DESCRIPTION
 FQ0309
 FQ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0309'1.55 MI W FROM FLAGSTAFF.
 FQ0309'1.55 MILES WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0309'IN FLAGSTAFF, 48 FEET SOUTHEAST OF MILE POST NUMBER 214, 6 FEET SOUTH
 FQ0309'OF THE FENCE, 11 FEET NORTH OF A WITNESS POST, CEMENTED IN A DRILL
 FQ0309'HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 FQ0309
 FQ0309                          STATION RECOVERY (1973)
 FQ0309
 FQ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FQ0309'RECOVERED IN GOOD CONDITION.
 FQ0309
 FQ0309                          STATION RECOVERY (1982)
 FQ0309
 FQ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0309'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0309'2.4 KM (1.5 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0309'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 1.3
 FQ0309'KM (0.8 MI) WEST ALONG US HIGHWAYS 66 AND 89, AT THE WEST END OF A
 FQ0309'LONG CURVE, IN TOP OF A 2 BY 2 FOOT BOULDER PROJECTING 0.5 FOOT ABOVE
 FQ0309'THE GROUND, 21.4 METERS (70.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 FQ0309'35.7 METERS (117.0 FT) WEST SOUTHWEST OF THE SOUTH ONE OF TWO IRON
 FQ0309'POSTS SUPPORTING A WELCOME TO FLAGSTAFF SIGN, 1.8 METERS (6.0 FT)
 FQ0309'SOUTH OF THE RIGHT OF WAY FENCE, 5.6 METERS (18.5 FT) EAST OF A 16
 FQ0309'INCH PONDEROSA PINE TREE.
 FQ0309'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0309'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 FQ0309
 FQ0309                          STATION RECOVERY (1982)
 FQ0309
 FQ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0309'RECOVERED IN GOOD CONDITION.
 FQ0309
 FQ0309                          STATION RECOVERY (1983)
 FQ0309
 FQ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0309'RECOVERED IN GOOD CONDITION.
 FQ0309
 FQ0309                          STATION RECOVERY (2005)
 FQ0309
 FQ0309'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0309'NOT FOUND.  FLAGSTAFF WELCOME SIGN IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0121 ***********************************************************************
 CH0121  DESIGNATION -  R 340
 CH0121  PID         -  CH0121
 CH0121  STATE/COUNTY-  AZ/PIMA
 CH0121  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0121
 CH0121                         *CURRENT SURVEY CONTROL
 CH0121  ___________________________________________________________________
 CH0121* NAD 83(1986)-  31 49 10.     (N)    112 33 31.     (W)     SCALED    
 CH0121* NAVD 88     -       531.42   (+/-2cm)    1743.5    (feet)  VERTCON   
 CH0121  ___________________________________________________________________
 CH0121  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 CH0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0121
 CH0121.The horizontal coordinates were scaled from a topographic map and have
 CH0121.an estimated accuracy of +/- 6 seconds.
 CH0121
 CH0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0121.The vertical order pertains to the NGVD 29 superseded value.
 CH0121
 CH0121.The geoid height was determined by GEOID03.
 CH0121
 CH0121;                    North         East    Units  Estimated Accuracy
 CH0121;SPC AZ C     -    91,030.      152,590.      MT  (+/- 180 meters Scaled)
 CH0121
 CH0121                          SUPERSEDED SURVEY CONTROL
 CH0121
 CH0121  NGVD 29 (??/??/92)  530.707  (m)         1741.16   (f) ADJ UNCH    2 0
 CH0121
 CH0121.Superseded values are not recommended for survey control.
 CH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0121.See file dsdata.txt to determine how the superseded data were derived.
 CH0121
 CH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA524214(NAD 83)
 CH0121_MARKER: DB = BENCH MARK DISK
 CH0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0121_STAMPING: R 340 1961
 CH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0121+STABILITY: SURFACE MOTION
 CH0121
 CH0121  HISTORY     - Date     Condition        Report By
 CH0121  HISTORY     - 1961     MONUMENTED       CGS
 CH0121
 CH0121                          STATION DESCRIPTION
 CH0121
 CH0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0121'0.35 MI N FROM MENAGERS.
 CH0121'ABOUT 0.35 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0121'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  AT THE JUNCTION OF THE ROAD
 CH0121'AND A TRAIL ROAD LEADING NORTHEAST, 56 FEET EAST OF THE CENTER LINE OF
 CH0121'THE ROAD, 39 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 1.6
 CH0121'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CH0121'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0193 ***********************************************************************
 FQ0193  DESIGNATION -  R 341
 FQ0193  PID         -  FQ0193
 FQ0193  STATE/COUNTY-  AZ/COCONINO
 FQ0193  USGS QUAD   -  ANGELL (1983)
 FQ0193
 FQ0193                         *CURRENT SURVEY CONTROL
 FQ0193  ___________________________________________________________________
 FQ0193* NAD 83(1986)-  35 11 34.     (N)    111 22 30.     (W)     SCALED    
 FQ0193* NAVD 88     -      1864.023  (meters)    6115.55   (feet)  ADJUSTED  
 FQ0193  ___________________________________________________________________
 FQ0193  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FQ0193  DYNAMIC HT  -        1861.447 (meters)    6107.10  (feet)  COMP
 FQ0193  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 FQ0193
 FQ0193  VERT ORDER  -  SECOND    CLASS 0
 FQ0193
 FQ0193.The horizontal coordinates were scaled from a topographic map and have
 FQ0193.an estimated accuracy of +/- 6 seconds.
 FQ0193
 FQ0193.The orthometric height was determined by differential leveling
 FQ0193.and adjusted in June 1991.
 FQ0193
 FQ0193.The geoid height was determined by GEOID03.
 FQ0193
 FQ0193.The dynamic height is computed by dividing the NAVD 88
 FQ0193.geopotential number by the normal gravity value computed on the
 FQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0193.degrees latitude (g = 980.6199 gals.).
 FQ0193
 FQ0193.The modeled gravity was interpolated from observed gravity values.
 FQ0193
 FQ0193;                    North         East    Units  Estimated Accuracy
 FQ0193;SPC AZ C     -   465,090.      262,690.      MT  (+/- 180 meters Scaled)
 FQ0193
 FQ0193                          SUPERSEDED SURVEY CONTROL
 FQ0193
 FQ0193  NGVD 29 (??/??/92) 1863.063  (m)         6112.40   (f) ADJ UNCH    2 0
 FQ0193
 FQ0193.Superseded values are not recommended for survey control.
 FQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0193.See file dsdata.txt to determine how the superseded data were derived.
 FQ0193
 FQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD658944(NAD 83)
 FQ0193_MARKER: DB = BENCH MARK DISK
 FQ0193_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0193_SP_SET: BEDROCK
 FQ0193_STAMPING: R 341 1958
 FQ0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0193+STABILITY: POSITION/ELEVATION WELL
 FQ0193
 FQ0193  HISTORY     - Date     Condition        Report By
 FQ0193  HISTORY     - 1958     MONUMENTED       CGS
 FQ0193  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0193
 FQ0193                          STATION DESCRIPTION
 FQ0193
 FQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0193'17.0 MI E FROM FLAGSTAFF.
 FQ0193'15.45 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD
 FQ0193'DEPOT IN FLAGSTAFF, THENCE 1.55 MILES EAST ALONG AN OLD OILED ROAD,
 FQ0193'ABOUT 0.1 MILE SOUTH OF RAILROAD BLOCK SIGNAL NUMBER 3261, 42 FEET
 FQ0193'NORTH OF THE THE CENTER OF THE ROAD, 9.7 FEET WEST OF A WITNESS POST
 FQ0193'AND CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0193
 FQ0193                          STATION RECOVERY (1983)
 FQ0193
 FQ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0193'THE DISK HAS BEEN REMOVED FROM THE BEDROCK AND THE MARK SHOULD BE
 FQ0193'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0064 ***********************************************************************
 CH0064  DESIGNATION -  R 341
 CH0064  PID         -  CH0064
 CH0064  STATE/COUNTY-  AZ/PIMA
 CH0064  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0064
 CH0064                         *CURRENT SURVEY CONTROL
 CH0064  ___________________________________________________________________
 CH0064* NAD 83(1986)-  31 50 16.     (N)    112 11 12.     (W)     SCALED    
 CH0064* NAVD 88     -       571.56   (+/-2cm)    1875.2    (feet)  VERTCON   
 CH0064  ___________________________________________________________________
 CH0064  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CH0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0064
 CH0064.The horizontal coordinates were scaled from a topographic map and have
 CH0064.an estimated accuracy of +/- 6 seconds.
 CH0064
 CH0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0064.The vertical order pertains to the NGVD 29 superseded value.
 CH0064
 CH0064.The geoid height was determined by GEOID03.
 CH0064
 CH0064;                    North         East    Units  Estimated Accuracy
 CH0064;SPC AZ C     -    92,910.      187,810.      MT  (+/- 180 meters Scaled)
 CH0064
 CH0064                          SUPERSEDED SURVEY CONTROL
 CH0064
 CH0064  NGVD 29 (??/??/92)  570.880  (m)         1872.96   (f) ADJ UNCH    2 0
 CH0064
 CH0064.Superseded values are not recommended for survey control.
 CH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0064.See file dsdata.txt to determine how the superseded data were derived.
 CH0064
 CH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA877230(NAD 83)
 CH0064_MARKER: DB = BENCH MARK DISK
 CH0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0064_STAMPING: R 341 1961
 CH0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0064+STABILITY: SURFACE MOTION
 CH0064
 CH0064  HISTORY     - Date     Condition        Report By
 CH0064  HISTORY     - 1961     MONUMENTED       CGS
 CH0064
 CH0064                          STATION DESCRIPTION
 CH0064
 CH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0064'1.0 MI NE FROM KOTS KUG.
 CH0064'ABOUT 1.0 MILE NORTHEAST ALONG A DIM TRAIL ROAD FROM A WELL AND A
 CH0064'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  40 FEET SOUTHEAST OF
 CH0064'THE CENTER LINE OF THE DIM TRAIL ROAD, 2.0 FEET SOUTHEAST OF A METAL
 CH0064'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CH0064'CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THIS MARK IS 0.35 MILE
 CH0064'NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CH0064'PROJECTS 16 FEET AND IS NUMBERED 64.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0922 ***********************************************************************
 DA0922  DESIGNATION -  R 342
 DA0922  PID         -  DA0922
 DA0922  STATE/COUNTY-  AZ/PIMA
 DA0922  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0922
 DA0922                         *CURRENT SURVEY CONTROL
 DA0922  ___________________________________________________________________
 DA0922* NAD 83(1986)-  32 08 47.     (N)    113 02 28.     (W)     SCALED    
 DA0922* NAVD 88     -       359.58   (+/-2cm)    1179.7    (feet)  VERTCON   
 DA0922  ___________________________________________________________________
 DA0922  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DA0922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0922
 DA0922.The horizontal coordinates were scaled from a topographic map and have
 DA0922.an estimated accuracy of +/- 6 seconds.
 DA0922
 DA0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0922.The vertical order pertains to the NGVD 29 superseded value.
 DA0922
 DA0922.The geoid height was determined by GEOID03.
 DA0922
 DA0922;                    North         East    Units  Estimated Accuracy
 DA0922;SPC AZ C     -   127,650.      107,290.      MT  (+/- 180 meters Scaled)
 DA0922
 DA0922                          SUPERSEDED SURVEY CONTROL
 DA0922
 DA0922  NGVD 29 (??/??/92)  358.893  (m)         1177.47   (f) ADJ UNCH    2 0
 DA0922
 DA0922.Superseded values are not recommended for survey control.
 DA0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0922.See file dsdata.txt to determine how the superseded data were derived.
 DA0922
 DA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA074584(NAD 83)
 DA0922_MARKER: DB = BENCH MARK DISK
 DA0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0922_STAMPING: R 342 1961
 DA0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0922+STABILITY: SURFACE MOTION
 DA0922
 DA0922  HISTORY     - Date     Condition        Report By
 DA0922  HISTORY     - 1961     MONUMENTED       CGS
 DA0922  HISTORY     - 1962     GOOD             NGS
 DA0922  HISTORY     - 1968     MARK NOT FOUND   USGS
 DA0922
 DA0922                          STATION DESCRIPTION
 DA0922
 DA0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0922'25.65 MI SW FROM AJO.
 DA0922'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0922'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0922'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0922'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0922'HENRY GRAYS RANCH HOUSE.  THENCE 6.1 MILES SOUTHWEST ALONG A TRAIL
 DA0922'ROAD, 2.4 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0922'WHICH PROJECTS 16 FEET AND IS NUMBERED 51, 2.0 MILES SOUTHWEST OF A
 DA0922'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0922'NUMBERED 49, 2.9 MILES NORTHEAST OF AN ENTRANCE GATE TO THE CABEZA
 DA0922'PRIETA GAME REFUGE, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 DA0922'ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0922'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0922
 DA0922                          STATION RECOVERY (1968)
 DA0922
 DA0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DA0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0067 ***********************************************************************
 FQ0067  DESIGNATION -  R 342
 FQ0067  PID         -  FQ0067
 FQ0067  STATE/COUNTY-  AZ/COCONINO
 FQ0067  USGS QUAD   -  TUCKER MESA (1983)
 FQ0067
 FQ0067                         *CURRENT SURVEY CONTROL
 FQ0067  ___________________________________________________________________
 FQ0067* NAD 83(1986)-  35 03 58.     (N)    110 49 55.     (W)     SCALED    
 FQ0067* NAVD 88     -      1527.073  (meters)    5010.07   (feet)  ADJUSTED  
 FQ0067  ___________________________________________________________________
 FQ0067  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0067  DYNAMIC HT  -        1525.043 (meters)    5003.41  (feet)  COMP
 FQ0067  MODELED GRAV-     979,251.3   (mgal)                       NAVD 88
 FQ0067
 FQ0067  VERT ORDER  -  SECOND    CLASS 0
 FQ0067
 FQ0067.The horizontal coordinates were scaled from a topographic map and have
 FQ0067.an estimated accuracy of +/- 6 seconds.
 FQ0067
 FQ0067.The orthometric height was determined by differential leveling
 FQ0067.and adjusted in June 1991.
 FQ0067
 FQ0067.The geoid height was determined by GEOID03.
 FQ0067
 FQ0067.The dynamic height is computed by dividing the NAVD 88
 FQ0067.geopotential number by the normal gravity value computed on the
 FQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0067.degrees latitude (g = 980.6199 gals.).
 FQ0067
 FQ0067.The modeled gravity was interpolated from observed gravity values.
 FQ0067
 FQ0067;                    North         East    Units  Estimated Accuracy
 FQ0067;SPC AZ C     -   451,450.      312,300.      MT  (+/- 180 meters Scaled)
 FQ0067
 FQ0067                          SUPERSEDED SURVEY CONTROL
 FQ0067
 FQ0067  NGVD 29 (??/??/92) 1526.296  (m)         5007.52   (f) ADJ UNCH    2 0
 FQ0067
 FQ0067.Superseded values are not recommended for survey control.
 FQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0067.See file dsdata.txt to determine how the superseded data were derived.
 FQ0067
 FQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD153803(NAD 83)
 FQ0067_MARKER: DB = BENCH MARK DISK
 FQ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0067_STAMPING: R 342 1958
 FQ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0067+STABILITY: SURFACE MOTION
 FQ0067
 FQ0067  HISTORY     - Date     Condition        Report By
 FQ0067  HISTORY     - 1958     MONUMENTED       CGS
 FQ0067  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0067
 FQ0067                          STATION DESCRIPTION
 FQ0067
 FQ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0067'8.5 MI W FROM WINSLOW.
 FQ0067'8.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0067'ABOUT 100 YARDS EAST OF MILEPOST NUMBER 265, 83.0 FEET NORTH OF THE
 FQ0067'NORTH RAIL, 75 FEET NORTH OF RAILROAD MILEPOST NUMBER 294, 18 INCHES
 FQ0067'NORTH OF THE FENCE, 3 FEET SOUTHEAST OF THE WITNESS POST, SET IN THE
 FQ0067'TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 FQ0067
 FQ0067                          STATION RECOVERY (1983)
 FQ0067
 FQ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0179 ***********************************************************************
 DV0179  DESIGNATION -  R 343 RESET
 DV0179  PID         -  DV0179
 DV0179  STATE/COUNTY-  AZ/MARICOPA
 DV0179  USGS QUAD   -  UNION HILLS (1981)
 DV0179
 DV0179                         *CURRENT SURVEY CONTROL
 DV0179  ___________________________________________________________________
 DV0179* NAD 83(1986)-  33 39 14.     (N)    112 06 55.     (W)     SCALED    
 DV0179* NAVD 88     -       413.24   (+/-2cm)    1355.8    (feet)  VERTCON   
 DV0179  ___________________________________________________________________
 DV0179  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV0179  VERT ORDER  -  THIRD (See Below)
 DV0179
 DV0179.The horizontal coordinates were scaled from a topographic map and have
 DV0179.an estimated accuracy of +/- 6 seconds.
 DV0179
 DV0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0179.The vertical order pertains to the NGVD 29 superseded value.
 DV0179
 DV0179.The geoid height was determined by GEOID03.
 DV0179
 DV0179;                    North         East    Units  Estimated Accuracy
 DV0179;SPC AZ C     -   294,290.      194,940.      MT  (+/- 180 meters Scaled)
 DV0179
 DV0179                          SUPERSEDED SURVEY CONTROL
 DV0179
 DV0179  NGVD 29 (??/??/??)  412.67   (m)         1353.9    (f) RESET       3  
 DV0179
 DV0179.Superseded values are not recommended for survey control.
 DV0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0179.See file dsdata.txt to determine how the superseded data were derived.
 DV0179
 DV0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965243(NAD 83)
 DV0179_MARKER: DB = BENCH MARK DISK
 DV0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0179_STAMPING: R 343 1959 RESET 1963
 DV0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0179+STABILITY: SURFACE MOTION
 DV0179
 DV0179  HISTORY     - Date     Condition        Report By
 DV0179  HISTORY     - 1963     MONUMENTED       CGS
 DV0179  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0179  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0179
 DV0179                          STATION DESCRIPTION
 DV0179
 DV0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0179'12.7 MI NW FROM PHOENIX.
 DV0179'12.6 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0179'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, ABOUT 0.1 MILE SOUTHWEST OF
 DV0179'MILEPOST NO. 214, 267 FEET SOUTH OF THE CENTER OF UNION HILL DRIVE,
 DV0179'182 FEET WEST OF CENTER OF STATE HIGHWAY 69, 3.5 FEET SOUTH OF THE
 DV0179'WITNESS POST AND 2 FEET WEST OF PROPOSED FENCE RIGHT-OF-WAY, AND SET
 DV0179'IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 DV0179'GROUND.
 DV0179
 DV0179                          STATION RECOVERY (1981)
 DV0179
 DV0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0179'BELIEVED DESTROYED BY THE CONSTRUCTION OF A PIPELINE.
 DV0179
 DV0179                          STATION RECOVERY (2007)
 DV0179
 DV0179'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0179'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0179'MARK. THE DESCRIBED AREA IS NOW THE FREEWAY ON-RAMP/FRONTAGE ROAD.
 DV0179'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0898 ***********************************************************************
 DA0898  DESIGNATION -  R 344
 DA0898  PID         -  DA0898
 DA0898  STATE/COUNTY-  AZ/YUMA
 DA0898  USGS QUAD   -  LAS PLAYAS (1990)
 DA0898
 DA0898                         *CURRENT SURVEY CONTROL
 DA0898  ___________________________________________________________________
 DA0898* NAD 83(1986)-  32 04 43.     (N)    113 23 23.     (W)     SCALED    
 DA0898* NAVD 88     -       214.32   (+/-2cm)     703.1    (feet)  VERTCON   
 DA0898  ___________________________________________________________________
 DA0898  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DA0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0898
 DA0898.The horizontal coordinates were scaled from a topographic map and have
 DA0898.an estimated accuracy of +/- 6 seconds.
 DA0898
 DA0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0898.The vertical order pertains to the NGVD 29 superseded value.
 DA0898
 DA0898.The geoid height was determined by GEOID03.
 DA0898
 DA0898;                    North         East    Units  Estimated Accuracy
 DA0898;SPC AZ W     -   119,640.      247,370.      MT  (+/- 180 meters Scaled)
 DA0898
 DA0898                          SUPERSEDED SURVEY CONTROL
 DA0898
 DA0898  NGVD 29 (??/??/92)  213.636  (m)          700.90   (f) ADJ UNCH    2 0
 DA0898
 DA0898.Superseded values are not recommended for survey control.
 DA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0898.See file dsdata.txt to determine how the superseded data were derived.
 DA0898
 DA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA744516(NAD 83)
 DA0898_MARKER: DB = BENCH MARK DISK
 DA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0898_STAMPING: R 344 1961
 DA0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0898+STABILITY: SURFACE MOTION
 DA0898
 DA0898  HISTORY     - Date     Condition        Report By
 DA0898  HISTORY     - 1961     MONUMENTED       CGS
 DA0898  HISTORY     - 1962     GOOD             NGS
 DA0898
 DA0898                          STATION DESCRIPTION
 DA0898
 DA0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0898'7.2 MI SW FROM PAPAGO WELL.
 DA0898'ABOUT 7.2 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0898'TANK AT PAPAGO WELL, 1.4 MILES GENERAL NORTHERLY DIRECTION OF A
 DA0898'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0898'NUMBERED 30, 4.6 MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0898'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 31, 1.7 MILES NORTH OF THE
 DA0898'UNITED STATES-MEXICO BORDER FENCE, 29 FEET EAST OF THE CENTER LINE OF
 DA0898'THE TRAIL ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 DA0898'WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0898'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0572 ***********************************************************************
 ES0572  DESIGNATION -  R 344
 ES0572  PID         -  ES0572
 ES0572  STATE/COUNTY-  AZ/YAVAPAI
 ES0572  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0572
 ES0572                         *CURRENT SURVEY CONTROL
 ES0572  ___________________________________________________________________
 ES0572* NAD 83(1986)-  34 38 39.     (N)    111 48 35.     (W)     SCALED    
 ES0572* NAVD 88     -      1006.279  (meters)    3301.43   (feet)  ADJUSTED  
 ES0572  ___________________________________________________________________
 ES0572  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 ES0572  DYNAMIC HT  -        1005.011 (meters)    3297.27  (feet)  COMP
 ES0572  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 ES0572
 ES0572  VERT ORDER  -  SECOND    CLASS 0
 ES0572
 ES0572.The horizontal coordinates were scaled from a topographic map and have
 ES0572.an estimated accuracy of +/- 6 seconds.
 ES0572
 ES0572.The orthometric height was determined by differential leveling
 ES0572.and adjusted in June 1991.
 ES0572
 ES0572.The geoid height was determined by GEOID03.
 ES0572
 ES0572.The dynamic height is computed by dividing the NAVD 88
 ES0572.geopotential number by the normal gravity value computed on the
 ES0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0572.degrees latitude (g = 980.6199 gals.).
 ES0572
 ES0572.The modeled gravity was interpolated from observed gravity values.
 ES0572
 ES0572;                    North         East    Units  Estimated Accuracy
 ES0572;SPC AZ C     -   404,110.      223,160.      MT  (+/- 180 meters Scaled)
 ES0572
 ES0572                          SUPERSEDED SURVEY CONTROL
 ES0572
 ES0572  NGVD 29 (??/??/92) 1005.550  (m)         3299.04   (f) ADJ UNCH    2 0
 ES0572
 ES0572.Superseded values are not recommended for survey control.
 ES0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0572.See file dsdata.txt to determine how the superseded data were derived.
 ES0572
 ES0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD257338(NAD 83)
 ES0572_MARKER: DB = BENCH MARK DISK
 ES0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0572+STABILITY: SURFACE MOTION
 ES0572
 ES0572  HISTORY     - Date     Condition        Report By
 ES0572  HISTORY     - 1959     MONUMENTED       CGS
 ES0572  HISTORY     - 1960     GOOD             NGS
 ES0572  HISTORY     - 1969     GOOD             NGS
 ES0572
 ES0572                          STATION DESCRIPTION
 ES0572
 ES0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0572'7.0 MI N FROM CAMP VERDE.
 ES0572'2.8 MILES NORTHWEST ALONG THE HIGHWAY TO COTTONWOOD FROM THE POST
 ES0572'OFFICE AT CAMP VERDE, THENCE 6.1 MILES NORTH ALONG STATE HIGHWAY 79 TO
 ES0572'THE MCGUIREVILLE INTERCHANGE, THENCE 0.4 MILE TO A GRADED ROAD, ABOUT
 ES0572'25 FEET NORTH OF A WASH, 19 FEET EAST OF THE CENTER OF THE ROAD, 3
 ES0572'FEET EAST OF A POWER POLE THAT HAS A WITNESS SIGN NAILED TO IT, SET IN
 ES0572'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 ES0572
 ES0572                          STATION RECOVERY (1969)
 ES0572
 ES0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0873 ***********************************************************************
 DA0873  DESIGNATION -  R 345
 DA0873  PID         -  DA0873
 DA0873  STATE/COUNTY-  AZ/PIMA
 DA0873  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0873
 DA0873                         *CURRENT SURVEY CONTROL
 DA0873  ___________________________________________________________________
 DA0873* NAD 83(1986)-  32 19 13.     (N)    113 12 19.     (W)     SCALED    
 DA0873* NAVD 88     -       248.17   (+/-2cm)     814.2    (feet)  VERTCON   
 DA0873  ___________________________________________________________________
 DA0873  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA0873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0873
 DA0873.The horizontal coordinates were scaled from a topographic map and have
 DA0873.an estimated accuracy of +/- 6 seconds.
 DA0873
 DA0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0873.The vertical order pertains to the NGVD 29 superseded value.
 DA0873
 DA0873.The geoid height was determined by GEOID03.
 DA0873
 DA0873;                    North         East    Units  Estimated Accuracy
 DA0873;SPC AZ C     -   147,110.       92,030.      MT  (+/- 180 meters Scaled)
 DA0873
 DA0873                          SUPERSEDED SURVEY CONTROL
 DA0873
 DA0873  NGVD 29 (??/??/92)  247.506  (m)          812.03   (f) ADJ UNCH    2 0
 DA0873
 DA0873.Superseded values are not recommended for survey control.
 DA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0873.See file dsdata.txt to determine how the superseded data were derived.
 DA0873
 DA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA924780(NAD 83)
 DA0873_MARKER: DB = BENCH MARK DISK
 DA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0873_STAMPING: R 345 1961
 DA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0873+STABILITY: SURFACE MOTION
 DA0873
 DA0873  HISTORY     - Date     Condition        Report By
 DA0873  HISTORY     - 1961     MONUMENTED       CGS
 DA0873  HISTORY     - 1962     GOOD             NGS
 DA0873
 DA0873                          STATION DESCRIPTION
 DA0873
 DA0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0873'41.35 MI SW FROM AJO.
 DA0873'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0873'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0873'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0873'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A DIRT ROAD TO BATES WELL
 DA0873'AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST ALONG A TRAIL
 DA0873'ROAD.  THENCE 17.7 MILES NORTHWEST ALONG A TRAIL ROAD, 1.6 MILES
 DA0873'GENERAL SOUTHERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE
 DA0873'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 45, 0.8 MILE SOUTH OF A
 DA0873'SIGN MARKING A BOMBING AND GUNNERY RANGE, 37 FEET EAST OF THE CENTER
 DA0873'LINE OF THE ROAD, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 DA0873'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DA0873'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0549 ***********************************************************************
 ES0549  DESIGNATION -  R 345
 ES0549  PID         -  ES0549
 ES0549  STATE/COUNTY-  AZ/YAVAPAI
 ES0549  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0549
 ES0549                         *CURRENT SURVEY CONTROL
 ES0549  ___________________________________________________________________
 ES0549* NAD 83(1986)-  34 47 02.     (N)    111 36 20.     (W)     SCALED    
 ES0549* NAVD 88     -      1813.989  (meters)    5951.40   (feet)  ADJUSTED  
 ES0549  ___________________________________________________________________
 ES0549  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES0549  DYNAMIC HT  -        1811.484 (meters)    5943.18  (feet)  COMP
 ES0549  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 ES0549
 ES0549  VERT ORDER  -  SECOND    CLASS 0
 ES0549
 ES0549.The horizontal coordinates were scaled from a topographic map and have
 ES0549.an estimated accuracy of +/- 6 seconds.
 ES0549
 ES0549.The orthometric height was determined by differential leveling
 ES0549.and adjusted in June 1991.
 ES0549
 ES0549.The geoid height was determined by GEOID03.
 ES0549
 ES0549.The dynamic height is computed by dividing the NAVD 88
 ES0549.geopotential number by the normal gravity value computed on the
 ES0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0549.degrees latitude (g = 980.6199 gals.).
 ES0549
 ES0549.The modeled gravity was interpolated from observed gravity values.
 ES0549
 ES0549;                    North         East    Units  Estimated Accuracy
 ES0549;SPC AZ C     -   419,650.      241,830.      MT  (+/- 180 meters Scaled)
 ES0549
 ES0549                          SUPERSEDED SURVEY CONTROL
 ES0549
 ES0549  NGVD 29 (??/??/92) 1813.098  (m)         5948.47   (f) ADJ UNCH    2 0
 ES0549
 ES0549.Superseded values are not recommended for survey control.
 ES0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0549.See file dsdata.txt to determine how the superseded data were derived.
 ES0549
 ES0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD445492(NAD 83)
 ES0549_MARKER: DB = BENCH MARK DISK
 ES0549_SETTING: 80 = SET IN A BOULDER
 ES0549_SP_SET: BOULDER
 ES0549_STAMPING: R 345 1959
 ES0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0549+STABILITY: SURFACE MOTION
 ES0549
 ES0549  HISTORY     - Date     Condition        Report By
 ES0549  HISTORY     - 1959     MONUMENTED       CGS
 ES0549  HISTORY     - 1960     GOOD             NGS
 ES0549
 ES0549                          STATION DESCRIPTION
 ES0549
 ES0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0549'29.4 MI S FROM FLAGSTAFF.
 ES0549'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0549'STATION IN FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0549'THENCE 30.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO THE MARK 178
 ES0549'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 20 FEET NORTH OF THE
 ES0549'RIGHT-OF-WAY FENCE, ABOUT 1.0 MILE SOUTHWEST OF A GRAVELED ROAD, 2
 ES0549'FEET NORTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ES0549'BOULDER THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0965 ***********************************************************************
 DA0965  DESIGNATION -  R 346
 DA0965  PID         -  DA0965
 DA0965  STATE/COUNTY-  AZ/YUMA
 DA0965  USGS QUAD   -  COYOTE WATER (1990)
 DA0965
 DA0965                         *CURRENT SURVEY CONTROL
 DA0965  ___________________________________________________________________
 DA0965* NAD 83(1986)-  32 15 53.     (N)    113 54 49.     (W)     SCALED    
 DA0965* NAVD 88     -       350.27   (+/-2cm)    1149.2    (feet)  VERTCON   
 DA0965  ___________________________________________________________________
 DA0965  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DA0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0965
 DA0965.The horizontal coordinates were scaled from a topographic map and have
 DA0965.an estimated accuracy of +/- 6 seconds.
 DA0965
 DA0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0965.The vertical order pertains to the NGVD 29 superseded value.
 DA0965
 DA0965.The geoid height was determined by GEOID03.
 DA0965
 DA0965;                    North         East    Units  Estimated Accuracy
 DA0965;SPC AZ W     -   140,240.      197,950.      MT  (+/- 180 meters Scaled)
 DA0965
 DA0965                          SUPERSEDED SURVEY CONTROL
 DA0965
 DA0965  NGVD 29 (??/??/92)  349.571  (m)         1146.88   (f) ADJ UNCH    2 0
 DA0965
 DA0965.Superseded values are not recommended for survey control.
 DA0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0965.See file dsdata.txt to determine how the superseded data were derived.
 DA0965
 DA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA255735(NAD 83)
 DA0965_MARKER: DB = BENCH MARK DISK
 DA0965_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0965_SP_SET: 11 FT.
 DA0965_STAMPING: R 346 1961
 DA0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0965
 DA0965  HISTORY     - Date     Condition        Report By
 DA0965  HISTORY     - 1961     MONUMENTED       CGS
 DA0965  HISTORY     - 1962     GOOD             NGS
 DA0965
 DA0965                          STATION DESCRIPTION
 DA0965
 DA0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0965'10.9 MI W FROM TULE WELL.
 DA0965'ABOUT 10.9 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0965'COMMISSION SHELTER AT TULE WELL, 5.4 MILES EAST OF A 4X4-INCH WHITE
 DA0965'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 16, 4.4
 DA0965'MILES NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0965'16 FEET AND IS NUMBER 17, 24 FEET SOUTH OF THE CENTER LINE OF THE
 DA0965'TRAIL ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DA0965'THE ROAD, AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A
 DA0965'DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0261 ***********************************************************************
 FP0261  DESIGNATION -  R 346
 FP0261  PID         -  FP0261
 FP0261  STATE/COUNTY-  AZ/NAVAJO
 FP0261  USGS QUAD   -  LITTLE LITHODENDRON (1972)
 FP0261
 FP0261                         *CURRENT SURVEY CONTROL
 FP0261  ___________________________________________________________________
 FP0261* NAD 83(1986)-  35 00 16.     (N)    109 53 14.     (W)     SCALED    
 FP0261* NAVD 88     -      1640.919  (meters)    5383.58   (feet)  ADJUSTED  
 FP0261  ___________________________________________________________________
 FP0261  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 FP0261  DYNAMIC HT  -        1638.642 (meters)    5376.11  (feet)  COMP
 FP0261  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 FP0261
 FP0261  VERT ORDER  -  FIRST     CLASS II
 FP0261
 FP0261.The horizontal coordinates were scaled from a topographic map and have
 FP0261.an estimated accuracy of +/- 6 seconds.
 FP0261
 FP0261.The orthometric height was determined by differential leveling
 FP0261.and adjusted in June 1991.
 FP0261
 FP0261.The geoid height was determined by GEOID03.
 FP0261
 FP0261.The dynamic height is computed by dividing the NAVD 88
 FP0261.geopotential number by the normal gravity value computed on the
 FP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0261.degrees latitude (g = 980.6199 gals.).
 FP0261
 FP0261.The modeled gravity was interpolated from observed gravity values.
 FP0261
 FP0261;                    North         East    Units  Estimated Accuracy
 FP0261;SPC AZ E     -   444,100.      238,870.      MT  (+/- 180 meters Scaled)
 FP0261
 FP0261                          SUPERSEDED SURVEY CONTROL
 FP0261
 FP0261  NGVD 29 (??/??/92) 1640.026  (m)         5380.65   (f) ADJ UNCH    1 2
 FP0261
 FP0261.Superseded values are not recommended for survey control.
 FP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0261.See file dsdata.txt to determine how the superseded data were derived.
 FP0261
 FP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD015741(NAD 83)
 FP0261_MARKER: DB = BENCH MARK DISK
 FP0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0261_STAMPING: R 346 1959
 FP0261_MARK LOGO: CGS   
 FP0261_PROJECTION: PROJECTING 2 CENTIMETERS
 FP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0261+STABILITY: SURFACE MOTION
 FP0261
 FP0261  HISTORY     - Date     Condition        Report By
 FP0261  HISTORY     - 1959     MONUMENTED       CGS
 FP0261  HISTORY     - 1983     GOOD             NGS
 FP0261
 FP0261                          STATION DESCRIPTION
 FP0261
 FP0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0261'18.7 MI E FROM HOLBROOK.
 FP0261'18.7 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 FP0261'AT HOLBROOK, ABOUT 1.3 MILES EAST OF THE BIG CARIZO, 87 FEET SOUTH OF
 FP0261'THE CENTER OF THE EAST BOUND TRAFFIC LANE, 2.5 FEET NORTH OF THE
 FP0261'FENCE, 2 FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH
 FP0261'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FP0261
 FP0261                          STATION RECOVERY (1983)
 FP0261
 FP0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0261'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  28.3 KM (17.6
 FP0261'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0261'NAVAJO BOULEVARD IN HOLBROOK, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST
 FP0261'304, 27.0 METERS (88.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 FP0261'NORTHEAST BOUND LANES OF THE HIGHWAY AND 0.7 METER (2.3 FT)
 FP0261'NORTH-NORTHWEST OF A FENCE.
 FP0261'THE MARK IS 0.8 METERS  ENE FROM A WITNESS POST.
 FP0261'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0955 ***********************************************************************
 DA0955  DESIGNATION -  R 347
 DA0955  PID         -  DA0955
 DA0955  STATE/COUNTY-  AZ/YUMA
 DA0955  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0955
 DA0955                         *CURRENT SURVEY CONTROL
 DA0955  ___________________________________________________________________
 DA0955* NAD 83(1986)-  32 13 13.     (N)    113 48 02.     (W)     SCALED    
 DA0955* NAVD 88     -       360.63   (+/-2cm)    1183.2    (feet)  VERTCON   
 DA0955  ___________________________________________________________________
 DA0955  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DA0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0955
 DA0955.The horizontal coordinates were scaled from a topographic map and have
 DA0955.an estimated accuracy of +/- 6 seconds.
 DA0955
 DA0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0955.The vertical order pertains to the NGVD 29 superseded value.
 DA0955
 DA0955.The geoid height was determined by GEOID03.
 DA0955
 DA0955;                    North         East    Units  Estimated Accuracy
 DA0955;SPC AZ W     -   135,300.      208,600.      MT  (+/- 180 meters Scaled)
 DA0955
 DA0955                          SUPERSEDED SURVEY CONTROL
 DA0955
 DA0955  NGVD 29 (??/??/92)  359.928  (m)         1180.86   (f) ADJ UNCH    2 0
 DA0955
 DA0955.Superseded values are not recommended for survey control.
 DA0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0955.See file dsdata.txt to determine how the superseded data were derived.
 DA0955
 DA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA360682(NAD 83)
 DA0955_MARKER: DB = BENCH MARK DISK
 DA0955_SETTING: 66 = SET IN ROCK OUTCROP
 DA0955_SP_SET: ROCK OUTCROP
 DA0955_STAMPING: R 347 1961
 DA0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0955+STABILITY: POSITION/ELEVATION WELL
 DA0955
 DA0955  HISTORY     - Date     Condition        Report By
 DA0955  HISTORY     - 1961     MONUMENTED       CGS
 DA0955  HISTORY     - 1962     GOOD             NGS
 DA0955
 DA0955                          STATION DESCRIPTION
 DA0955
 DA0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0955'3.2 MI W FROM TULE WELL.
 DA0955'ABOUT 3.2 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0955'COMMISSION SHELTER AT TULE WELL, 0.1 MILE EAST OF A 4X4-INCH WHITE
 DA0955'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 1, 42
 DA0955'FEET SOUTH-SOUTHEAST OF THE MOST SOUTHERLY OF 5 ODD ROCK FORMATIONS,
 DA0955'33 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 12.6 FEET SOUTH OF
 DA0955'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DA0955'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0301 ***********************************************************************
 FP0301  DESIGNATION -  R 347
 FP0301  PID         -  FP0301
 FP0301  STATE/COUNTY-  AZ/APACHE
 FP0301  USGS QUAD   -  KACHINA POINT (1972)
 FP0301
 FP0301                         *CURRENT SURVEY CONTROL
 FP0301  ___________________________________________________________________
 FP0301* NAD 83(1986)-  35 01 42.     (N)    109 49 27.     (W)     SCALED    
 FP0301* NAVD 88     -      1691.866  (meters)    5550.73   (feet)  ADJUSTED  
 FP0301  ___________________________________________________________________
 FP0301  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 FP0301  DYNAMIC HT  -        1689.512 (meters)    5543.01  (feet)  COMP
 FP0301  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 FP0301
 FP0301  VERT ORDER  -  SECOND    CLASS 0
 FP0301
 FP0301.The horizontal coordinates were scaled from a topographic map and have
 FP0301.an estimated accuracy of +/- 6 seconds.
 FP0301
 FP0301.The orthometric height was determined by differential leveling
 FP0301.and adjusted in June 1991.
 FP0301
 FP0301.The geoid height was determined by GEOID03.
 FP0301
 FP0301.The dynamic height is computed by dividing the NAVD 88
 FP0301.geopotential number by the normal gravity value computed on the
 FP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0301.degrees latitude (g = 980.6199 gals.).
 FP0301
 FP0301.The modeled gravity was interpolated from observed gravity values.
 FP0301
 FP0301;                    North         East    Units  Estimated Accuracy
 FP0301;SPC AZ E     -   446,770.      244,610.      MT  (+/- 180 meters Scaled)
 FP0301
 FP0301                          SUPERSEDED SURVEY CONTROL
 FP0301
 FP0301  NGVD 29 (??/??/92) 1690.974  (m)         5547.80   (f) ADJ UNCH    2 0
 FP0301
 FP0301.Superseded values are not recommended for survey control.
 FP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0301.See file dsdata.txt to determine how the superseded data were derived.
 FP0301
 FP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD072768(NAD 83)
 FP0301_MARKER: DB = BENCH MARK DISK
 FP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0301_STAMPING: R 347 1959
 FP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0301+STABILITY: SURFACE MOTION
 FP0301
 FP0301  HISTORY     - Date     Condition        Report By
 FP0301  HISTORY     - 1959     MONUMENTED       CGS
 FP0301
 FP0301                          STATION DESCRIPTION
 FP0301
 FP0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0301'23 MI E FROM HOLBROOK.
 FP0301'23.0 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 FP0301'AT HOLBROOK, THENCE 0.45 MILE SOUTH ALONG DIRT ROAD LEADING TO
 FP0301'ADAMANA, 42 FEET EAST OF THE DIRT ROAD, 2 FEET NORTHWEST OF A POWER
 FP0301'POLE, 2.3 FEET SOUTHWEST OF THE WITNESS POST, SET IN THE TOP OF A 12
 FP0301'INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0005 ***********************************************************************
 DB0005  DESIGNATION -  R 348
 DB0005  PID         -  DB0005
 DB0005  STATE/COUNTY-  AZ/YUMA
 DB0005  USGS QUAD   -  CIPRIANO PASS (1990)
 DB0005
 DB0005                         *CURRENT SURVEY CONTROL
 DB0005  ___________________________________________________________________
 DB0005* NAD 83(1986)-  32 25 03.     (N)    114 13 38.     (W)     SCALED    
 DB0005* NAVD 88     -       268.21   (+/-2cm)     880.0    (feet)  VERTCON   
 DB0005  ___________________________________________________________________
 DB0005  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DB0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0005
 DB0005.The horizontal coordinates were scaled from a topographic map and have
 DB0005.an estimated accuracy of +/- 6 seconds.
 DB0005
 DB0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0005.The vertical order pertains to the NGVD 29 superseded value.
 DB0005
 DB0005.The geoid height was determined by GEOID03.
 DB0005
 DB0005;                    North         East    Units  Estimated Accuracy
 DB0005;SPC AZ W     -   157,270.      168,470.      MT  (+/- 180 meters Scaled)
 DB0005
 DB0005                          SUPERSEDED SURVEY CONTROL
 DB0005
 DB0005  NGVD 29 (??/??/??)  267.528  (m)          877.71   (f) ADJUSTED    2 0
 DB0005
 DB0005.Superseded values are not recommended for survey control.
 DB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0005.See file dsdata.txt to determine how the superseded data were derived.
 DB0005
 DB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR607900(NAD 83)
 DB0005_MARKER: DB = BENCH MARK DISK
 DB0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0005_STAMPING: R 348 1962
 DB0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0005+STABILITY: SURFACE MOTION
 DB0005
 DB0005  HISTORY     - Date     Condition        Report By
 DB0005  HISTORY     - 1962     MONUMENTED       CGS
 DB0005
 DB0005                          STATION DESCRIPTION
 DB0005
 DB0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0005'30.3 MI SSW FROM LIGURTA.
 DB0005'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0005'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0005'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0005'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0005'A WASH, THENCE 11.2 MILES SOUTHEAST ALONG A DIM TRAIL ROAD,
 DB0005'1.5 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DB0005'WHICH PROJECTS 16 FEET AND IS NUMBER 12, 23 FEET SOUTHWEST OF THE
 DB0005'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST,
 DB0005'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DB0005'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1173 ***********************************************************************
 CZ1173  DESIGNATION -  R 348
 CZ1173  PID         -  CZ1173
 CZ1173  STATE/COUNTY-  AZ/PINAL
 CZ1173  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1173
 CZ1173                         *CURRENT SURVEY CONTROL
 CZ1173  ___________________________________________________________________
 CZ1173* NAD 83(1986)-  32 48 00.     (N)    111 39 25.     (W)     SCALED    
 CZ1173* NAVD 88     -       453.42   (+/-2cm)    1487.6    (feet)  VERTCON   
 CZ1173  ___________________________________________________________________
 CZ1173  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1173  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1173
 CZ1173.The horizontal coordinates were scaled from a topographic map and have
 CZ1173.an estimated accuracy of +/- 6 seconds.
 CZ1173
 CZ1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1173.The vertical order pertains to the NGVD 29 superseded value.
 CZ1173
 CZ1173.The geoid height was determined by GEOID03.
 CZ1173
 CZ1173;                    North         East    Units  Estimated Accuracy
 CZ1173;SPC AZ C     -   199,600.      237,680.      MT  (+/- 180 meters Scaled)
 CZ1173
 CZ1173                          SUPERSEDED SURVEY CONTROL
 CZ1173
 CZ1173  NGVD 29 (??/??/92)  452.867  (m)         1485.78   (f) ADJ UNCH    1 2
 CZ1173
 CZ1173.Superseded values are not recommended for survey control.
 CZ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1173.See file dsdata.txt to determine how the superseded data were derived.
 CZ1173
 CZ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB384293(NAD 83)
 CZ1173_MARKER: DB = BENCH MARK DISK
 CZ1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1173_SP_SET: STOVEPIPE
 CZ1173_STAMPING: R 348 1960
 CZ1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1173
 CZ1173  HISTORY     - Date     Condition        Report By
 CZ1173  HISTORY     - 1960     MONUMENTED       CGS
 CZ1173  HISTORY     - 1966     GOOD             NGS
 CZ1173  HISTORY     - 1975     GOOD             AZDT
 CZ1173  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1173
 CZ1173                          STATION DESCRIPTION
 CZ1173
 CZ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1173'8.1 MI SE FROM CASA GRANDE.
 CZ1173'6.0 MILES SOUTHEAST OF POST OFFICE AT CASA GRANDE, THENCE 1.1 MILE
 CZ1173'SOUTH ALONG DIRT ROAD, THENCE ABOUT 1 MILE SOUTHEAST TO HIGHWAY
 CZ1173'STATION 3488, 150 FEET SOUTH OF STATION 3488, APPROXIMATELY 210 FEET
 CZ1173'NORTH OF OLD FENCE, 2 FEET NORTHWEST OF WITNESS POST, 0.2 MILE WEST OF
 CZ1173'QUARTER CORNER BETWEEN SECTIONS 19 AND 20, SET IN TOP OF 6-INCH
 CZ1173'CONCRETE-FILLED STOVEPIPE PROJECTING ABOUT 5 INCHES.
 CZ1173
 CZ1173                          STATION RECOVERY (1966)
 CZ1173
 CZ1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1173'RECOVERED IN GOOD CONDITION.
 CZ1173
 CZ1173                          STATION RECOVERY (1975)
 CZ1173
 CZ1173'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1173'FROM MILEPOST 201, I-10, EAST FOR 0.15 MILES AND TO THE STATION ON THE
 CZ1173'RIGHT.  7 FT. NORTH OF THE SOUTH R/W FENCE.  A USC AND GS BENCH MARK
 CZ1173'BRASS CAP, SET IN A 6 IN. STOVE PIPE, UP 0.8 FT.
 CZ1173
 CZ1173                          STATION RECOVERY (2007)
 CZ1173
 CZ1173'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0003 ***********************************************************************
 DB0003  DESIGNATION -  R 349
 DB0003  PID         -  DB0003
 DB0003  STATE/COUNTY-  AZ/YUMA
 DB0003  USGS QUAD   -  RAVEN BUTTE (1990)
 DB0003
 DB0003                         *CURRENT SURVEY CONTROL
 DB0003  ___________________________________________________________________
 DB0003* NAD 83(1986)-  32 27 54.     (N)    114 00 25.     (W)     SCALED    
 DB0003* NAVD 88     -       291.32   (+/-2cm)     955.8    (feet)  VERTCON   
 DB0003  ___________________________________________________________________
 DB0003  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DB0003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0003
 DB0003.The horizontal coordinates were scaled from a topographic map and have
 DB0003.an estimated accuracy of +/- 6 seconds.
 DB0003
 DB0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0003.The vertical order pertains to the NGVD 29 superseded value.
 DB0003
 DB0003.The geoid height was determined by GEOID03.
 DB0003
 DB0003;                    North         East    Units  Estimated Accuracy
 DB0003;SPC AZ W     -   162,460.      189,210.      MT  (+/- 180 meters Scaled)
 DB0003
 DB0003                          SUPERSEDED SURVEY CONTROL
 DB0003
 DB0003  NGVD 29 (??/??/??)  290.613  (m)          953.45   (f) ADJUSTED    2 0
 DB0003
 DB0003.Superseded values are not recommended for survey control.
 DB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0003.See file dsdata.txt to determine how the superseded data were derived.
 DB0003
 DB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR813959(NAD 83)
 DB0003_MARKER: DB = BENCH MARK DISK
 DB0003_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0003_SP_SET: 8 FEET
 DB0003_STAMPING: R 349 1961
 DB0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0003
 DB0003  HISTORY     - Date     Condition        Report By
 DB0003  HISTORY     - 1961     MONUMENTED       CGS
 DB0003  HISTORY     - 1962     GOOD             NGS
 DB0003
 DB0003                          STATION DESCRIPTION
 DB0003
 DB0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0003'18.4 MI SE FROM WELLTON.
 DB0003'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0003'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH
 DB0003'ALONG A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE
 DB0003'SOUTHEAST AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0
 DB0003'MILE NORTHEAST ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE
 DB0003'14.75 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 3.7 MILES SOUTHEAST
 DB0003'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DB0003'FEET AND IS NUMBER 6, 3.6 MILES OF A 4X4-INCH WHITE WOODEN
 DB0003'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 5, 21 FEET
 DB0003'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 3.0 FEET
 DB0003'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 DB0003'OF THE TRAIL ROAD, AND CLAMPED ON A COPPER COATED ROD WHICH IS
 DB0003'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE
 DB0003'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0013 ***********************************************************************
 CZ0013  DESIGNATION -  R 349
 CZ0013  PID         -  CZ0013
 CZ0013  STATE/COUNTY-  AZ/COCHISE
 CZ0013  USGS QUAD   -  DRAGOON (1995)
 CZ0013
 CZ0013                         *CURRENT SURVEY CONTROL
 CZ0013  ___________________________________________________________________
 CZ0013* NAD 83(1986)-  32 01 23.     (N)    110 06 35.     (W)     SCALED    
 CZ0013* NAVD 88     -      1407.245  (meters)    4616.94   (feet)  ADJUSTED  
 CZ0013  ___________________________________________________________________
 CZ0013  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CZ0013  DYNAMIC HT  -        1405.089 (meters)    4609.86  (feet)  COMP
 CZ0013  MODELED GRAV-     979,058.2   (mgal)                       NAVD 88
 CZ0013
 CZ0013  VERT ORDER  -  FIRST     CLASS II
 CZ0013
 CZ0013.The horizontal coordinates were scaled from a topographic map and have
 CZ0013.an estimated accuracy of +/- 6 seconds.
 CZ0013
 CZ0013.The orthometric height was determined by differential leveling
 CZ0013.and adjusted in June 1991.
 CZ0013
 CZ0013.The geoid height was determined by GEOID03.
 CZ0013
 CZ0013.The dynamic height is computed by dividing the NAVD 88
 CZ0013.geopotential number by the normal gravity value computed on the
 CZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0013.degrees latitude (g = 980.6199 gals.).
 CZ0013
 CZ0013.The modeled gravity was interpolated from observed gravity values.
 CZ0013
 CZ0013;                    North         East    Units  Estimated Accuracy
 CZ0013;SPC AZ E     -   113,430.      218,740.      MT  (+/- 180 meters Scaled)
 CZ0013
 CZ0013                          SUPERSEDED SURVEY CONTROL
 CZ0013
 CZ0013  NGVD 29 (??/??/92) 1406.370  (m)         4614.07   (f) ADJ UNCH    1 2
 CZ0013
 CZ0013.Superseded values are not recommended for survey control.
 CZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0013.See file dsdata.txt to determine how the superseded data were derived.
 CZ0013
 CZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA840433(NAD 83)
 CZ0013_MARKER: DB = BENCH MARK DISK
 CZ0013_SETTING: 0 = UNSPECIFIED SETTING
 CZ0013_STAMPING: R 349 1960
 CZ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0013
 CZ0013  HISTORY     - Date     Condition        Report By
 CZ0013  HISTORY     - 1960     MONUMENTED       CGS
 CZ0013  HISTORY     - 1979     GOOD             NGS
 CZ0013
 CZ0013                          STATION DESCRIPTION
 CZ0013
 CZ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0013'12.35 MI E FROM BENSON.
 CZ0013'12.35 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0013'HIGHWAY 86, ABOUT 95 FEET NORTHWEST OF MILEPOST 305, 21 FEET NORTHWEST
 CZ0013'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF THE HIGHWAY, 1 FOOT
 CZ0013'NORTH OF THE SOUTH END OF A SMALL CONCRETE DRAIN, ABOUT 3 FEET HIGHER
 CZ0013'THAN THE EASTBOUND TRAFFIC LANE.
 CZ0013
 CZ0013                          STATION RECOVERY (1979)
 CZ0013
 CZ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0013'20.8 KILOMETERS (12.9 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0013'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT AN L-SHAPED HEADWALL
 CZ0013'FOR A 0.6-METER PIPE CULVERT BETWEEN THE HIGHWAY LANES, IN TOP OF THE
 CZ0013'SOUTHEAST END OF THE HEADWALL, 8.4 METERS (27.8 FEET) NORTHWEST OF
 CZ0013'THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND 2 METERS (6.6 FEET)
 CZ0013'LOWER THAN THE WESTBOUND LANES.
 CZ0013'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0303 ***********************************************************************
 ER0303  DESIGNATION -  R 35
 ER0303  PID         -  ER0303
 ER0303  STATE/COUNTY-  AZ/APACHE
 ER0303  USGS QUAD   -  POTTER MESA TANK (1982)
 ER0303
 ER0303                         *CURRENT SURVEY CONTROL
 ER0303  ___________________________________________________________________
 ER0303* NAD 83(1986)-  34 41 57.     (N)    109 43 49.     (W)     SCALED    
 ER0303* NAVD 88     -      1707.160  (meters)    5600.91   (feet)  ADJUSTED  
 ER0303  ___________________________________________________________________
 ER0303  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ER0303  DYNAMIC HT  -        1704.765 (meters)    5593.05  (feet)  COMP
 ER0303  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 ER0303
 ER0303  VERT ORDER  -  SECOND    CLASS 0
 ER0303
 ER0303.The horizontal coordinates were scaled from a topographic map and have
 ER0303.an estimated accuracy of +/- 6 seconds.
 ER0303
 ER0303.The orthometric height was determined by differential leveling
 ER0303.and adjusted in June 1991.
 ER0303
 ER0303.The geoid height was determined by GEOID03.
 ER0303
 ER0303.The dynamic height is computed by dividing the NAVD 88
 ER0303.geopotential number by the normal gravity value computed on the
 ER0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0303.degrees latitude (g = 980.6199 gals.).
 ER0303
 ER0303.The modeled gravity was interpolated from observed gravity values.
 ER0303
 ER0303;                    North         East    Units  Estimated Accuracy
 ER0303;SPC AZ E     -   410,290.      253,340.      MT  (+/- 180 meters Scaled)
 ER0303
 ER0303                          SUPERSEDED SURVEY CONTROL
 ER0303
 ER0303  NGVD 29 (??/??/92) 1706.326  (m)         5598.17   (f) ADJ UNCH    2 0
 ER0303
 ER0303.Superseded values are not recommended for survey control.
 ER0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0303.See file dsdata.txt to determine how the superseded data were derived.
 ER0303
 ER0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD162404(NAD 83)
 ER0303_MARKER: DB = BENCH MARK DISK
 ER0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0303_STAMPING: R 35 1934
 ER0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0303+STABILITY: SURFACE MOTION
 ER0303
 ER0303  HISTORY     - Date     Condition        Report By
 ER0303  HISTORY     - 1934     MONUMENTED       CGS
 ER0303  HISTORY     - 1976     GOOD             USGS
 ER0303
 ER0303                          STATION DESCRIPTION
 ER0303
 ER0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0303'29.8 MI SE FROM HOLBROOK.
 ER0303'IN APACHE COUNTY, 29.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE
 ER0303'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO
 ER0303'COUNTY, 0.4 MILE EAST OF A HIGHWAY MAINTENANCE STATION, AND 47 FEET
 ER0303'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 35
 ER0303'1934 AND SET IN THE TOP OF A CONCRETE POST.
 ER0303
 ER0303                          STATION RECOVERY (1976)
 ER0303
 ER0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0303'IN APACHE COUNTY, 29.35 MILES SOUTHEAST ALONG U.S. 180 FROM THE
 ER0303'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO
 ER0303'COUNTY TO A ROAD LEFT, TURN LEFT AND FOLLOW DIRT ROAD 1.35 MILES TO A
 ER0303'"T" ROAD FORK TURN LEFT AND TRAVEL 0.1 MILES TO BM ON LEFT, 57 FEET
 ER0303'SW OF CENTERLINE OF ROAD. A STANDARD TABLET "R 35 1935" AND SET IN
 ER0303'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0978 ***********************************************************************
 DA0978  DESIGNATION -  R 350
 DA0978  PID         -  DA0978
 DA0978  STATE/COUNTY-  AZ/YUMA
 DA0978  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0978
 DA0978                         *CURRENT SURVEY CONTROL
 DA0978  ___________________________________________________________________
 DA0978* NAD 83(1986)-  32 23 49.     (N)    113 40 13.     (W)     SCALED    
 DA0978* NAVD 88     -       241.16   (+/-2cm)     791.2    (feet)  VERTCON   
 DA0978  ___________________________________________________________________
 DA0978  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DA0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0978
 DA0978.The horizontal coordinates were scaled from a topographic map and have
 DA0978.an estimated accuracy of +/- 6 seconds.
 DA0978
 DA0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0978.The vertical order pertains to the NGVD 29 superseded value.
 DA0978
 DA0978.The geoid height was determined by GEOID03.
 DA0978
 DA0978;                    North         East    Units  Estimated Accuracy
 DA0978;SPC AZ W     -   154,890.      220,860.      MT  (+/- 180 meters Scaled)
 DA0978
 DA0978                          SUPERSEDED SURVEY CONTROL
 DA0978
 DA0978  NGVD 29 (??/??/92)  240.495  (m)          789.02   (f) ADJ UNCH    2 0
 DA0978
 DA0978.Superseded values are not recommended for survey control.
 DA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0978.See file dsdata.txt to determine how the superseded data were derived.
 DA0978
 DA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA488875(NAD 83)
 DA0978_MARKER: DB = BENCH MARK DISK
 DA0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0978_STAMPING: R 350 1962
 DA0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0978+STABILITY: SURFACE MOTION
 DA0978
 DA0978  HISTORY     - Date     Condition        Report By
 DA0978  HISTORY     - 1962     MONUMENTED       CGS
 DA0978
 DA0978                          STATION DESCRIPTION
 DA0978
 DA0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0978'16.35 MI NE FROM TULE WELL.
 DA0978'ABOUT 16.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0978'COMMISSION SHELTER AT TULE WELL.  2.1 MILE SOUTHWEST OF A 4X4-INCH
 DA0978'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2,
 DA0978'1.35 MILES SOUTH OF A SMALL ABANDONED MINE SHAFT WHICH IS ON THE EAST
 DA0978'SLOPE OF A HILL AND ON THE WEST SIDE OF THE ROAD, 29 FEET WEST OF THE
 DA0978'CENTER LINE OF THE ROAD, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT
 DA0978'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA0978'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1126 ***********************************************************************
 DA1126  DESIGNATION -  R 351
 DA1126  PID         -  DA1126
 DA1126  STATE/COUNTY-  AZ/YUMA
 DA1126  USGS QUAD   -  MOHAWK (1982)
 DA1126
 DA1126                         *CURRENT SURVEY CONTROL
 DA1126  ___________________________________________________________________
 DA1126* NAD 83(1986)-  32 37 31.     (N)    113 47 32.     (W)     SCALED    
 DA1126* NAVD 88     -       132.49   (+/-2cm)     434.7    (feet)  VERTCON   
 DA1126  ___________________________________________________________________
 DA1126  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DA1126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1126
 DA1126.The horizontal coordinates were scaled from a topographic map and have
 DA1126.an estimated accuracy of +/- 6 seconds.
 DA1126
 DA1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1126.The vertical order pertains to the NGVD 29 superseded value.
 DA1126
 DA1126.The geoid height was determined by GEOID03.
 DA1126
 DA1126;                    North         East    Units  Estimated Accuracy
 DA1126;SPC AZ W     -   180,210.      209,400.      MT  (+/- 180 meters Scaled)
 DA1126
 DA1126                          SUPERSEDED SURVEY CONTROL
 DA1126
 DA1126  NGVD 29 (??/??/92)  131.833  (m)          432.52   (f) ADJ UNCH    2 0
 DA1126
 DA1126.Superseded values are not recommended for survey control.
 DA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1126.See file dsdata.txt to determine how the superseded data were derived.
 DA1126
 DA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB380131(NAD 83)
 DA1126_MARKER: DB = BENCH MARK DISK
 DA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1126_STAMPING: R 351 1962
 DA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1126+STABILITY: SURFACE MOTION
 DA1126
 DA1126  HISTORY     - Date     Condition        Report By
 DA1126  HISTORY     - 1962     MONUMENTED       CGS
 DA1126
 DA1126                          STATION DESCRIPTION
 DA1126
 DA1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1126'13.3 MI SE FROM TACNA.
 DA1126'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1126'TACNA.  THENCE 7.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1126'WELL, 3.6 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1126'WHICH PROJECTS 16 FEET AND IS NUMBERED 19, 51 FEET NORTHEAST OF THE
 DA1126'CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A METAL WITNESS POST,
 DA1126'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1126'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1021 ***********************************************************************
 DA1021  DESIGNATION -  R 352
 DA1021  PID         -  DA1021
 DA1021  STATE/COUNTY-  AZ/YUMA
 DA1021  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1021
 DA1021                         *CURRENT SURVEY CONTROL
 DA1021  ___________________________________________________________________
 DA1021* NAD 83(1986)-  32 26 40.     (N)    113 33 25.     (W)     SCALED    
 DA1021* NAVD 88     -       207.39   (+/-2cm)     680.4    (feet)  VERTCON   
 DA1021  ___________________________________________________________________
 DA1021  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DA1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1021
 DA1021.The horizontal coordinates were scaled from a topographic map and have
 DA1021.an estimated accuracy of +/- 6 seconds.
 DA1021
 DA1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1021.The vertical order pertains to the NGVD 29 superseded value.
 DA1021
 DA1021.The geoid height was determined by GEOID03.
 DA1021
 DA1021;                    North         East    Units  Estimated Accuracy
 DA1021;SPC AZ W     -   160,170.      231,510.      MT  (+/- 180 meters Scaled)
 DA1021
 DA1021                          SUPERSEDED SURVEY CONTROL
 DA1021
 DA1021  NGVD 29 (??/??/92)  206.752  (m)          678.32   (f) ADJ UNCH    2 0
 DA1021
 DA1021.Superseded values are not recommended for survey control.
 DA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1021.See file dsdata.txt to determine how the superseded data were derived.
 DA1021
 DA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA596925(NAD 83)
 DA1021_MARKER: DB = BENCH MARK DISK
 DA1021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1021_SP_SET: 6 1/2 FT
 DA1021_STAMPING: R 352 1962
 DA1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1021
 DA1021  HISTORY     - Date     Condition        Report By
 DA1021  HISTORY     - 1962     MONUMENTED       CGS
 DA1021
 DA1021                          STATION DESCRIPTION
 DA1021
 DA1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1021'22.85 MI W FROM TONY TANK.
 DA1021'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA1021'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA1021'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA1021'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.85 MILES SOUTH SOUTHWEST ALONG A
 DA1021'TRAIL ROAD THROUGH THE PASS.  THENCE 4.1 MILES WEST ALONG A DIM TRAIL
 DA1021'ROAD, 0.4 MILE NORTHEAST AND 1.0 MILE EAST OF A 4X4-INCH WHITE WOODEN
 DA1021'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 41, 13 FEET
 DA1021'SOUTH SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET
 DA1021'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DA1021'TRAIL ROAD, AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A
 DA1021'DEPTH OF 6 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 10
 DA1021'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0228 ***********************************************************************
 DB0228  DESIGNATION -  R 353
 DB0228  PID         -  DB0228
 DB0228  STATE/COUNTY-  AZ/YUMA
 DB0228  USGS QUAD   -  YUMA EAST (1994)
 DB0228
 DB0228                         *CURRENT SURVEY CONTROL
 DB0228  ___________________________________________________________________
 DB0228* NAD 83(1986)-  32 40 36.     (N)    114 32 58.     (W)     SCALED    
 DB0228* NAVD 88     -        64.870  (meters)     212.83   (feet)  ADJUSTED  
 DB0228  ___________________________________________________________________
 DB0228  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB0228  DYNAMIC HT  -          64.796 (meters)     212.58  (feet)  COMP
 DB0228  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 DB0228
 DB0228  VERT ORDER  -  FIRST     CLASS II
 DB0228
 DB0228.The horizontal coordinates were scaled from a topographic map and have
 DB0228.an estimated accuracy of +/- 6 seconds.
 DB0228
 DB0228.The orthometric height was determined by differential leveling
 DB0228.and adjusted in June 1991.
 DB0228
 DB0228.The geoid height was determined by GEOID03.
 DB0228
 DB0228.The dynamic height is computed by dividing the NAVD 88
 DB0228.geopotential number by the normal gravity value computed on the
 DB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0228.degrees latitude (g = 980.6199 gals.).
 DB0228
 DB0228.The modeled gravity was interpolated from observed gravity values.
 DB0228
 DB0228;                    North         East    Units  Estimated Accuracy
 DB0228;SPC AZ W     -   186,190.      138,380.      MT  (+/- 180 meters Scaled)
 DB0228
 DB0228                          SUPERSEDED SURVEY CONTROL
 DB0228
 DB0228  NGVD 29 (??/??/??)   64.225  (m)          210.71   (f) ADJUSTED    1 2
 DB0228
 DB0228.Superseded values are not recommended for survey control.
 DB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0228.See file dsdata.txt to determine how the superseded data were derived.
 DB0228
 DB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS297180(NAD 83)
 DB0228_MARKER: DB = BENCH MARK DISK
 DB0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0228_STAMPING: R 353 1960
 DB0228_MARK LOGO: CGS   
 DB0228_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0228+STABILITY: SURFACE MOTION
 DB0228
 DB0228  HISTORY     - Date     Condition        Report By
 DB0228  HISTORY     - 1960     MONUMENTED       CGS
 DB0228  HISTORY     - 1981     GOOD             NGS
 DB0228  HISTORY     - 1981     GOOD             NGS
 DB0228  HISTORY     - 19950524 GOOD             USPSQD
 DB0228
 DB0228                          STATION DESCRIPTION
 DB0228
 DB0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0228'1.6 MI W FROM ARABY.
 DB0228'1.65 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DB0228'STATION AT ARABY, 182 FEET NORTH OF THE NORTH RAIL OF THE TRACKS,
 DB0228'162 FEET NORTH OF THE 8TH POLE WEST OF MILE POLE 739, 3 FEET
 DB0228'SOUTH OF A METAL WITNESS POST WITH SIGN, 4 FEET LOWER THAN THE
 DB0228'TRACKS, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8
 DB0228'INCHES.
 DB0228
 DB0228                          STATION RECOVERY (1981)
 DB0228
 DB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0228'9.6 KM (6.0 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0228'THE STATION IN YUMA, SIX POLES NORTHWEST OF RAILROAD MILEPOLE 739,
 DB0228'0.3 KM (0.2 MI) NORTHWEST OF RAILROAD SEMAPHORE NUMBER 7388, 57.3 M
 DB0228'(188 FT) NORTHEAST OF THE NORTHEAST RAIL.
 DB0228'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DB0228'THE MARK IS 1.2 M BELOW THE TRACKS.
 DB0228
 DB0228                          STATION RECOVERY (1981)
 DB0228
 DB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0228'9.6 KM (6.0 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0228'THE STATION IN YUMA, SIX POLES NORTHWEST OF RAILROAD MILEPOLE 739,
 DB0228'0.3 KM (0.2 MI) NORTHWEST OF RAILROAD SEMAPHORE NUMBER 7388, 57.3 M
 DB0228'(188 FT) NORTHEAST OF THE NORTHEAST RAIL.
 DB0228'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DB0228'THE MARK IS 1.2 M BELOW THE TRACKS.
 DB0228
 DB0228                          STATION RECOVERY (1995)
 DB0228
 DB0228'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0778 ***********************************************************************
 DA0778  DESIGNATION -  R 353
 DA0778  PID         -  DA0778
 DA0778  STATE/COUNTY-  AZ/MARICOPA
 DA0778  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0778
 DA0778                         *CURRENT SURVEY CONTROL
 DA0778  ___________________________________________________________________
 DA0778* NAD 83(1986)-  32 39 38.     (N)    113 15 52.     (W)     SCALED    
 DA0778* NAVD 88     -       214.98   (+/-2cm)     705.3    (feet)  VERTCON   
 DA0778  ___________________________________________________________________
 DA0778  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0778
 DA0778.The horizontal coordinates were scaled from a topographic map and have
 DA0778.an estimated accuracy of +/- 6 seconds.
 DA0778
 DA0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0778.The vertical order pertains to the NGVD 29 superseded value.
 DA0778
 DA0778.The geoid height was determined by GEOID03.
 DA0778
 DA0778;                    North         East    Units  Estimated Accuracy
 DA0778;SPC AZ C     -   184,910.       86,930.      MT  (+/- 180 meters Scaled)
 DA0778
 DA0778                          SUPERSEDED SURVEY CONTROL
 DA0778
 DA0778  NGVD 29 (??/??/92)  214.374  (m)          703.33   (f) ADJ UNCH    2 0
 DA0778
 DA0778.Superseded values are not recommended for survey control.
 DA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0778.See file dsdata.txt to determine how the superseded data were derived.
 DA0778
 DA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB876159(NAD 83)
 DA0778_MARKER: DB = BENCH MARK DISK
 DA0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0778_SP_SET: 7 FT.
 DA0778_STAMPING: R 353 1961
 DA0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0778
 DA0778  HISTORY     - Date     Condition        Report By
 DA0778  HISTORY     - 1961     MONUMENTED       CGS
 DA0778  HISTORY     - 1962     GOOD             NGS
 DA0778
 DA0778                          STATION DESCRIPTION
 DA0778
 DA0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0778'18.6 MI SSE FROM SENTINEL.
 DA0778'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0778'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0778'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 4.5
 DA0778'MILES SOUTH ALONG A DIM TRAIL ROAD.  THENCE 3.25 MILES SOUTHEAST ALONG
 DA0778'A DIM TRAIL ROAD, 1.6 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0778'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 33, IN THE
 DA0778'SOUTHEAST EDGE OF A BARREN AREA, 13 FEET SOUTHWEST OF THE CENTER LINE
 DA0778'OF THE ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DA0778'ABOVE THE LEVEL OF THE TRAIL ROAD, CLAMPED ON THE TOP OF A 5/8-INCH
 DA0778'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED
 DA0778'IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0653 ***********************************************************************
 DA0653  DESIGNATION -  R 354
 DA0653  PID         -  DA0653
 DA0653  STATE/COUNTY-  AZ/MARICOPA
 DA0653  USGS QUAD   -  BOSQUE (1973)
 DA0653
 DA0653                         *CURRENT SURVEY CONTROL
 DA0653  ___________________________________________________________________
 DA0653* NAD 83(1986)-  32 54 22.     (N)    112 33 44.     (W)     SCALED    
 DA0653* NAVD 88     -       360.04   (+/-2cm)    1181.2    (feet)  VERTCON   
 DA0653  ___________________________________________________________________
 DA0653  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DA0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0653
 DA0653.The horizontal coordinates were scaled from a topographic map and have
 DA0653.an estimated accuracy of +/- 6 seconds.
 DA0653
 DA0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0653.The vertical order pertains to the NGVD 29 superseded value.
 DA0653
 DA0653.The geoid height was determined by GEOID03.
 DA0653
 DA0653;                    North         East    Units  Estimated Accuracy
 DA0653;SPC AZ C     -   211,530.      152,970.      MT  (+/- 180 meters Scaled)
 DA0653
 DA0653                          SUPERSEDED SURVEY CONTROL
 DA0653
 DA0653  NGVD 29 (??/??/92)  359.400  (m)         1179.13   (f) ADJ UNCH    2 0
 DA0653
 DA0653.Superseded values are not recommended for survey control.
 DA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0653.See file dsdata.txt to determine how the superseded data were derived.
 DA0653
 DA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB539419(NAD 83)
 DA0653_MARKER: DB = BENCH MARK DISK
 DA0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0653_SP_SET: BRIDGE
 DA0653_STAMPING: R 354 1960
 DA0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0653
 DA0653  HISTORY     - Date     Condition        Report By
 DA0653  HISTORY     - 1960     MONUMENTED       CGS
 DA0653
 DA0653                          STATION DESCRIPTION
 DA0653
 DA0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0653'8.9 MI SE FROM GILA BEND.
 DA0653'8.9 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0653'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 85 FEET SOUTH OF THE CENTERLINE
 DA0653'OF THE WEST BOUND TRAFFIC LANE, 25 FEET NORTH OF THE CENTERLINE OF THE
 DA0653'EAST BOUND TRAFFIC LANE, SET IN THE EAST END OF THE NORTH CONCRETE
 DA0653'GUARD RAIL OF A HIGHWAY BRIDGE, 6 INCHES ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0069 ***********************************************************************
 FS0069  DESIGNATION -  R 355
 FS0069  PID         -  FS0069
 FS0069  STATE/COUNTY-  AZ/MOHAVE
 FS0069  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0069
 FS0069                         *CURRENT SURVEY CONTROL
 FS0069  ___________________________________________________________________
 FS0069* NAD 83(1986)-  35 57 08.     (N)    114 39 00.     (W)     SCALED    
 FS0069* NAVD 88     -       686.499  (meters)    2252.29   (feet)  POSTED    
 FS0069  ___________________________________________________________________
 FS0069  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS0069  DYNAMIC HT  -         685.800 (meters)    2250.00  (feet)  COMP
 FS0069  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 FS0069
 FS0069  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0069
 FS0069.The horizontal coordinates were scaled from a topographic map and have
 FS0069.an estimated accuracy of +/- 6 seconds.
 FS0069
 FS0069.The orthometric height was determined by differential leveling
 FS0069.and adjusted by the  in 1992.
 FS0069.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0069.was located on a no-check spur therefore a value was not computed.
 FS0069.No vertical observational check was made to the station.
 FS0069
 FS0069.The geoid height was determined by GEOID03.
 FS0069
 FS0069.The dynamic height is computed by dividing the NAVD 88
 FS0069.geopotential number by the normal gravity value computed on the
 FS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0069.degrees latitude (g = 980.6199 gals.).
 FS0069
 FS0069.The modeled gravity was interpolated from observed gravity values.
 FS0069
 FS0069;                    North         East    Units  Estimated Accuracy
 FS0069;SPC AZ W     -   549,610.      132,170.      MT  (+/- 180 meters Scaled)
 FS0069
 FS0069                          SUPERSEDED SURVEY CONTROL
 FS0069
 FS0069  NGVD 29 (??/??/92)  685.798  (m)         2249.99   (f) ADJ UNCH    1 2
 FS0069
 FS0069.Superseded values are not recommended for survey control.
 FS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0069.See file dsdata.txt to determine how the superseded data were derived.
 FS0069
 FS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV119812(NAD 83)
 FS0069_MARKER: DB = BENCH MARK DISK
 FS0069_SETTING: 66 = SET IN ROCK OUTCROP
 FS0069_SP_SET: ROCK OUTCROP
 FS0069_STAMPING: R 355 1963
 FS0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0069+STABILITY: POSITION/ELEVATION WELL
 FS0069
 FS0069  HISTORY     - Date     Condition        Report By
 FS0069  HISTORY     - 1963     MONUMENTED       CGS
 FS0069  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0069
 FS0069                          STATION DESCRIPTION
 FS0069
 FS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0069'7.8 MI SE FROM HOOVER DAM.
 FS0069'7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0069'(ARIZONA) END OF HOOVER DAM, BETWEEN TWO ROCK CUTS, IN THE TOP OF
 FS0069'A 4- BY 5-FOOT OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 FS0069'GROUND, 125 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0069'137.8 FEET WEST-SOUTHWEST OF BENCH MARK 2258.64 (BPR  ), 153 FEET
 FS0069'NORTHEAST OF DOUBLE POWER POLES, 30 FEET SOUTH OF THE CENTER OF
 FS0069'THE WASH, 19.8 FEET EAST OF A WITNESS POST, AND ABOUT 3 FEET
 FS0069'HIGHER THAN THE HIGHWAY.
 FS0069
 FS0069                          STATION RECOVERY (1981)
 FS0069
 FS0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0069'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0849 ***********************************************************************
 EU0849  DESIGNATION -  R 356
 EU0849  PID         -  EU0849
 EU0849  STATE/COUNTY-  AZ/LA PAZ
 EU0849  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0849
 EU0849                         *CURRENT SURVEY CONTROL
 EU0849  ___________________________________________________________________
 EU0849* NAD 83(1986)-  34 15 47.     (N)    114 02 31.     (W)     SCALED    
 EU0849* NAVD 88     -       148.43   (+/-2cm)     487.0    (feet)  VERTCON   
 EU0849  ___________________________________________________________________
 EU0849  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EU0849  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0849
 EU0849.The horizontal coordinates were scaled from a topographic map and have
 EU0849.an estimated accuracy of +/- 6 seconds.
 EU0849
 EU0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0849.The vertical order pertains to the NGVD 29 superseded value.
 EU0849
 EU0849.The geoid height was determined by GEOID03.
 EU0849
 EU0849;                    North         East    Units  Estimated Accuracy
 EU0849;SPC AZ W     -   361,880.      186,470.      MT  (+/- 180 meters Scaled)
 EU0849
 EU0849                          SUPERSEDED SURVEY CONTROL
 EU0849
 EU0849  NGVD 29 (08/15/05)  147.804  (m)          484.92   (f) ADJUSTED    1 1
 EU0849
 EU0849.Superseded values are not recommended for survey control.
 EU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0849.See file dsdata.txt to determine how the superseded data were derived.
 EU0849
 EU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT723952(NAD 83)
 EU0849_MARKER: DB = BENCH MARK DISK
 EU0849_SETTING: 66 = SET IN ROCK OUTCROP
 EU0849_SP_SET: SET IN ROCK OUTCROP
 EU0849_STAMPING: R 356 1976
 EU0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0849+STABILITY: POSITION/ELEVATION WELL
 EU0849
 EU0849  HISTORY     - Date     Condition        Report By
 EU0849  HISTORY     - 1976     MONUMENTED       NGS
 EU0849  HISTORY     - 19870130 MARK NOT FOUND   USGS
 EU0849
 EU0849                          STATION DESCRIPTION
 EU0849
 EU0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0849'34.05 MI N FROM BOUSE.
 EU0849'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0849'BOUSE, THENCE 6.1 MILES WEST ALONG THE PLANET RANCH ROAD, AT THE
 EU0849'NORTHEAST SIDE OF A ROCK LEDGE, 46 FT. SOUTHWEST OF THE CENTERLINE OF
 EU0849'THE ROAD, AT ENTRANCE TO WHERE A CREEK CUTS BACK AND GOES IN BETWEEN
 EU0849'THE ROCKS, 1 FT. NORTHEAST OF THE NORTHEAST SIDE OF THE ROCK LEDGE,
 EU0849'0.15 MILE EAST FROM THE EAST END OF A PASTURE.
 EU0849'THE MARK IS ABOVE LEVEL WITH ROAD.
 EU0849
 EU0849                          STATION RECOVERY (1987)
 EU0849
 EU0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JGH)
 EU0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0327 ***********************************************************************
 CY0327  DESIGNATION -  R 358
 CY0327  PID         -  CY0327
 CY0327  STATE/COUNTY-  AZ/COCHISE
 CY0327  USGS QUAD   -  LUZENA (1979)
 CY0327
 CY0327                         *CURRENT SURVEY CONTROL
 CY0327  ___________________________________________________________________
 CY0327* NAD 83(1986)-  32 19 20.     (N)    109 30 05.     (W)     SCALED    
 CY0327* NAVD 88     -      1159.95   (+/-2cm)    3805.6    (feet)  VERTCON   
 CY0327  ___________________________________________________________________
 CY0327  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0327
 CY0327.The horizontal coordinates were scaled from a topographic map and have
 CY0327.an estimated accuracy of +/- 6 seconds.
 CY0327
 CY0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0327.The vertical order pertains to the NGVD 29 superseded value.
 CY0327
 CY0327.The geoid height was determined by GEOID03.
 CY0327
 CY0327;                    North         East    Units  Estimated Accuracy
 CY0327;SPC AZ E     -   146,790.      276,000.      MT  (+/- 180 meters Scaled)
 CY0327
 CY0327                          SUPERSEDED SURVEY CONTROL
 CY0327
 CY0327  NGVD 29 (??/??/92) 1159.228  (m)         3803.23   (f) ADJ UNCH    2 0
 CY0327
 CY0327.Superseded values are not recommended for survey control.
 CY0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0327.See file dsdata.txt to determine how the superseded data were derived.
 CY0327
 CY0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA410771(NAD 83)
 CY0327_MARKER: DB = BENCH MARK DISK
 CY0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0327_STAMPING: R 358 1960
 CY0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0327+STABILITY: SURFACE MOTION
 CY0327
 CY0327  HISTORY     - Date     Condition        Report By
 CY0327  HISTORY     - 1960     MONUMENTED       CGS
 CY0327  HISTORY     - 1973     MARK NOT FOUND   USGS
 CY0327  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0327
 CY0327                          STATION DESCRIPTION
 CY0327
 CY0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0327'1.4 MI SW FROM BOWIE.
 CY0327'0.9 MILE WEST OF CAUTION LIGHT AT BOWIE, ARIZONA, ON STATE HIGHWAY 86,
 CY0327'THENCE 0.5 MILE SOUTH ON GRAVEL ROAD TO THE MARK, 28 FEET NORTH OF
 CY0327'EAST-WEST ROAD, 43 FEET WEST OF NORTH-SOUTH ROAD, 1.5 FEET EAST OF
 CY0327'POWER POLE NO. G169-6, 7 FEET EAST OF FENCE CORNER, 2 FEET NORTH OF
 CY0327'WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0327'PROJECTING 3 INCHES.
 CY0327
 CY0327                          STATION RECOVERY (1973)
 CY0327
 CY0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CY0327'MARK NOT FOUND.
 CY0327
 CY0327                          STATION RECOVERY (1979)
 CY0327
 CY0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0327'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0318 ***********************************************************************
 DA0318  DESIGNATION -  R 36
 DA0318  PID         -  DA0318
 DA0318  STATE/COUNTY-  AZ/PIMA
 DA0318  USGS QUAD   -  AJO SOUTH (1990)
 DA0318
 DA0318                         *CURRENT SURVEY CONTROL
 DA0318  ___________________________________________________________________
 DA0318* NAD 83(1986)-  32 22 24.     (N)    112 51 41.     (W)     SCALED    
 DA0318* NAVD 88     -       534.557  (meters)    1753.79   (feet)  ADJUSTED  
 DA0318  ___________________________________________________________________
 DA0318  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA0318  DYNAMIC HT  -         533.876 (meters)    1751.56  (feet)  COMP
 DA0318  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 DA0318
 DA0318  VERT ORDER  -  FIRST     CLASS II
 DA0318
 DA0318.The horizontal coordinates were scaled from a topographic map and have
 DA0318.an estimated accuracy of +/- 6 seconds.
 DA0318
 DA0318.The orthometric height was determined by differential leveling
 DA0318.and adjusted in June 1991.
 DA0318
 DA0318.The geoid height was determined by GEOID03.
 DA0318
 DA0318.The dynamic height is computed by dividing the NAVD 88
 DA0318.geopotential number by the normal gravity value computed on the
 DA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0318.degrees latitude (g = 980.6199 gals.).
 DA0318
 DA0318.The modeled gravity was interpolated from observed gravity values.
 DA0318
 DA0318;                    North         East    Units  Estimated Accuracy
 DA0318;SPC AZ C     -   152,650.      124,460.      MT  (+/- 180 meters Scaled)
 DA0318
 DA0318                          SUPERSEDED SURVEY CONTROL
 DA0318
 DA0318  NGVD 29 (??/??/92)  533.858  (m)         1751.50   (f) ADJ UNCH    1 2
 DA0318
 DA0318.Superseded values are not recommended for survey control.
 DA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0318.See file dsdata.txt to determine how the superseded data were derived.
 DA0318
 DA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA248833(NAD 83)
 DA0318_MARKER: DB = BENCH MARK DISK
 DA0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0318_SP_SET: BUILDING
 DA0318_STAMPING: R 36 1933 1751.670
 DA0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0318+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0318
 DA0318  HISTORY     - Date     Condition        Report By
 DA0318  HISTORY     - 1933     MONUMENTED       CGS
 DA0318  HISTORY     - 1953     GOOD             NGS
 DA0318  HISTORY     - 1980     GOOD             NGS
 DA0318  HISTORY     - 19990120 POOR             USPSQD
 DA0318  HISTORY     - 20060117 POOR             USPSQD
 DA0318  HISTORY     - 20070603 GOOD             GEOCAC
 DA0318
 DA0318                          STATION DESCRIPTION
 DA0318
 DA0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0318'IN AJO.
 DA0318'AT AJO, PIMA COUNTY, AT THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0318'STATION, BETWEEN THE TWO WAITING ROOM DOORS IN THE EAST FACE OF THE
 DA0318'STATION, 12 INCHES NORTH OF THE SOUTH DOOR, AND ABOUT 7 INCHES ABOVE
 DA0318'THE GROUND.  A STANDARD DISK, STAMPED 1751.670 R 36 1933 AND SET
 DA0318'VERTICALLY.
 DA0318
 DA0318                          STATION RECOVERY (1980)
 DA0318
 DA0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0318'RECOVERED IN GOOD CONDITION.
 DA0318
 DA0318                          STATION RECOVERY (1999)
 DA0318
 DA0318'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0318'MARK RECOVERED IN POOR CONDITION.
 DA0318
 DA0318                          STATION RECOVERY (2006)
 DA0318
 DA0318'RECOVERY NOTE BY US POWER SQUADRON 2006
 DA0318'BUILDING MODIFIED, MARK NOW NORTH OF NORTHERN MOST DOOR ON (EAST)
 DA0318'TRACK SIDE. MARK PARTIALLY COVERD WITH PAINT
 DA0318
 DA0318                          STATION RECOVERY (2007)
 DA0318
 DA0318'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0343 ***********************************************************************
 DV0343  DESIGNATION -  R 360
 DV0343  PID         -  DV0343
 DV0343  STATE/COUNTY-  AZ/PINAL
 DV0343  USGS QUAD   -  MARICOPA (1978)
 DV0343
 DV0343                         *CURRENT SURVEY CONTROL
 DV0343  ___________________________________________________________________
 DV0343* NAD 83(1986)-  33 02 01.     (N)    112 00 40.     (W)     SCALED    
 DV0343* NAVD 88     -       366.651  (meters)    1202.92   (feet)  ADJUSTED  
 DV0343  ___________________________________________________________________
 DV0343  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DV0343  DYNAMIC HT  -         366.206 (meters)    1201.46  (feet)  COMP
 DV0343  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 DV0343  OBS GRAVITY -     979,415.8   (mgal)                       GRAV_OBS
 DV0343
 DV0343  VERT ORDER  -  FIRST     CLASS II
 DV0343
 DV0343.The horizontal coordinates were scaled from a topographic map and have
 DV0343.an estimated accuracy of +/- 6 seconds.
 DV0343
 DV0343.The orthometric height was determined by differential leveling
 DV0343.and adjusted in June 1991.
 DV0343
 DV0343.The geoid height was determined by GEOID03.
 DV0343
 DV0343.The dynamic height is computed by dividing the NAVD 88
 DV0343.geopotential number by the normal gravity value computed on the
 DV0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0343.degrees latitude (g = 980.6199 gals.).
 DV0343
 DV0343.The modeled gravity was interpolated from observed gravity values.
 DV0343.The observed gravity was obtained from relative gravimeter ties
 DV0343.to the IGSN71 gravity network.
 DV0343
 DV0343;                    North         East    Units  Estimated Accuracy
 DV0343;SPC AZ C     -   225,480.      204,540.      MT  (+/- 180 meters Scaled)
 DV0343
 DV0343                          SUPERSEDED SURVEY CONTROL
 DV0343
 DV0343  NGVD 29 (??/??/92)  366.314  (m)         1201.82   (f) ADJ UNCH    1 2
 DV0343
 DV0343.Superseded values are not recommended for survey control.
 DV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0343.See file dsdata.txt to determine how the superseded data were derived.
 DV0343
 DV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB055554(NAD 83)
 DV0343_MARKER: DB = BENCH MARK DISK
 DV0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0343_SP_SET: ABUTMENT
 DV0343_STAMPING: R 360 1967
 DV0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0343+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2006
 DV0343
 DV0343  HISTORY     - Date     Condition        Report By
 DV0343  HISTORY     - 1967     MONUMENTED       CGS
 DV0343  HISTORY     - 1980     GOOD             NGS
 DV0343  HISTORY     - 1980     GOOD             NGS
 DV0343  HISTORY     - 20061010 GOOD             GEOCAC
 DV0343
 DV0343                          STATION DESCRIPTION
 DV0343
 DV0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0343'2.8 MI SE FROM MARICOPA.
 DV0343'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0343'MARICOPA, THENCE 2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0343'IN S 36, T 5 S, R 3 E, 0.15 MILE SOUTHEAST OF THE CROSSING OF THE
 DV0343'RAILROAD AND A ROAD, 6 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DV0343'MAIN TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 DV0343'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 900.50, AND ABOUT 1 1/2
 DV0343'FEET BELOW THE LEVEL OF THE TRACKS.
 DV0343
 DV0343                          STATION RECOVERY (1980)
 DV0343
 DV0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0343'RECOVERED IN GOOD CONDITION.
 DV0343
 DV0343                          STATION RECOVERY (1980)
 DV0343
 DV0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0343'RECOVERED IN GOOD CONDITION.
 DV0343
 DV0343                          STATION RECOVERY (2006)
 DV0343
 DV0343'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0804 ***********************************************************************
 DV0804  DESIGNATION -  R 361
 DV0804  PID         -  DV0804
 DV0804  STATE/COUNTY-  AZ/MARICOPA
 DV0804  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0804
 DV0804                         *CURRENT SURVEY CONTROL
 DV0804  ___________________________________________________________________
 DV0804* NAD 83(1986)-  33 12 55.     (N)    112 44 03.     (W)     SCALED    
 DV0804* NAVD 88     -       228.550  (meters)     749.83   (feet)  ADJUSTED  
 DV0804  ___________________________________________________________________
 DV0804  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV0804  DYNAMIC HT  -         228.285 (meters)     748.97  (feet)  COMP
 DV0804  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 DV0804
 DV0804  VERT ORDER  -  FIRST     CLASS II
 DV0804
 DV0804.The horizontal coordinates were scaled from a topographic map and have
 DV0804.an estimated accuracy of +/- 6 seconds.
 DV0804
 DV0804.The orthometric height was determined by differential leveling
 DV0804.and adjusted in June 1991.
 DV0804
 DV0804.The geoid height was determined by GEOID03.
 DV0804
 DV0804.The dynamic height is computed by dividing the NAVD 88
 DV0804.geopotential number by the normal gravity value computed on the
 DV0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0804.degrees latitude (g = 980.6199 gals.).
 DV0804
 DV0804.The modeled gravity was interpolated from observed gravity values.
 DV0804
 DV0804;                    North         East    Units  Estimated Accuracy
 DV0804;SPC AZ C     -   245,920.      137,160.      MT  (+/- 180 meters Scaled)
 DV0804
 DV0804                          SUPERSEDED SURVEY CONTROL
 DV0804
 DV0804  NGVD 29 (??/??/92)  227.905  (m)          747.72   (f) ADJ UNCH    1 2
 DV0804
 DV0804.Superseded values are not recommended for survey control.
 DV0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0804.See file dsdata.txt to determine how the superseded data were derived.
 DV0804
 DV0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB383764(NAD 83)
 DV0804_MARKER: DB = BENCH MARK DISK
 DV0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0804_STAMPING: R 361 1967
 DV0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0804+STABILITY: SURFACE MOTION
 DV0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0804+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0804
 DV0804  HISTORY     - Date     Condition        Report By
 DV0804  HISTORY     - 1967     MONUMENTED       CGS
 DV0804  HISTORY     - 1981     GOOD             NGS
 DV0804  HISTORY     - 20001226 GOOD             NGS
 DV0804  HISTORY     - 20060128 GOOD             USPSQD
 DV0804  HISTORY     - 20060129 GOOD             USPSQD
 DV0804  HISTORY     - 20070413 GOOD             GEOCAC
 DV0804
 DV0804                          STATION DESCRIPTION
 DV0804
 DV0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0804'10.5 MI SW FROM ARLINGTON.
 DV0804'10.5 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0804'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, AT THE
 DV0804'SOUTHEAST END OF A CURVE IN THE ROAD, 48 FEET SOUTHWEST OF THE CENTER
 DV0804'LINE OF THE HIGHWAY, 121 1/2 FEET SOUTHEAST OF POWER POLE NUMBER 21-1,
 DV0804'125 FEET SOUTHEAST OF A FENCE CORNER POST, 2 FEET NORTHEAST OF A
 DV0804'FENCE, 2.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET BELOW THE
 DV0804'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DV0804'6 INCHES.
 DV0804
 DV0804                          STATION RECOVERY (1981)
 DV0804
 DV0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0804'RECOVERED IN GOOD CONDITION.
 DV0804
 DV0804                          STATION RECOVERY (2000)
 DV0804
 DV0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV0804'POWER POLES IN ORIGINAL DESCRIPTION NO LONGER EXIST, REPLACED BY NEW
 DV0804'METAL POLES.  STATION IS SOUTHEAST OF POWER POLE 25/13 AND NORTHWEST
 DV0804'OF MILE MARKER 20 (SOUTH/WEST SIDE OF ROAD).  WITNESS MARK IS STILL
 DV0804'PRESENT.
 DV0804
 DV0804                          STATION RECOVERY (2006)
 DV0804
 DV0804'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0804'RECOVERED AS DESCRIBED.
 DV0804
 DV0804                          STATION RECOVERY (2006)
 DV0804
 DV0804'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0804'RECOVERED AS DESCRIBED..
 DV0804
 DV0804                          STATION RECOVERY (2007)
 DV0804
 DV0804'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0758 ***********************************************************************
 DV0758  DESIGNATION -  R 362
 DV0758  PID         -  DV0758
 DV0758  STATE/COUNTY-  AZ/MARICOPA
 DV0758  USGS QUAD   -  TONOPAH (1984)
 DV0758
 DV0758                         *CURRENT SURVEY CONTROL
 DV0758  ___________________________________________________________________
 DV0758* NAD 83(1986)-  33 29 37.     (N)    112 59 17.     (W)     SCALED    
 DV0758* NAVD 88     -       359.729  (meters)    1180.21   (feet)  ADJUSTED  
 DV0758  ___________________________________________________________________
 DV0758  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV0758  DYNAMIC HT  -         359.312 (meters)    1178.84  (feet)  COMP
 DV0758  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 DV0758
 DV0758  VERT ORDER  -  FIRST     CLASS II
 DV0758
 DV0758.The horizontal coordinates were scaled from a topographic map and have
 DV0758.an estimated accuracy of +/- 6 seconds.
 DV0758
 DV0758.The orthometric height was determined by differential leveling
 DV0758.and adjusted in June 1991.
 DV0758
 DV0758.The geoid height was determined by GEOID03.
 DV0758
 DV0758.The dynamic height is computed by dividing the NAVD 88
 DV0758.geopotential number by the normal gravity value computed on the
 DV0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0758.degrees latitude (g = 980.6199 gals.).
 DV0758
 DV0758.The modeled gravity was interpolated from observed gravity values.
 DV0758
 DV0758;                    North         East    Units  Estimated Accuracy
 DV0758;SPC AZ C     -   277,010.      113,800.      MT  (+/- 180 meters Scaled)
 DV0758
 DV0758                          SUPERSEDED SURVEY CONTROL
 DV0758
 DV0758  NGVD 29 (??/??/92)  359.062  (m)         1178.02   (f) ADJ UNCH    1 2
 DV0758
 DV0758.Superseded values are not recommended for survey control.
 DV0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0758.See file dsdata.txt to determine how the superseded data were derived.
 DV0758
 DV0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC153077(NAD 83)
 DV0758_MARKER: DB = BENCH MARK DISK
 DV0758_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0758_SP_SET: 14 FEET
 DV0758_STAMPING: R 362 1967
 DV0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0758
 DV0758  HISTORY     - Date     Condition        Report By
 DV0758  HISTORY     - 1967     MONUMENTED       CGS
 DV0758  HISTORY     - 1981     GOOD             NGS
 DV0758
 DV0758                          STATION DESCRIPTION
 DV0758
 DV0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0758'2.65 MI W FROM TONOPAH.
 DV0758'2.65 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0758'TONOPAH, IN S 28, T 2 N, R 8 W, 105 YARDS WEST OF AN ELECTRIC MOTOR
 DV0758'FOR AN IRRIGATION WELL, 46 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 DV0758'ROAD, 167 FEET SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE NUMBER 53
 DV0758'WHICH IS BRACED BY 2 GUY WIRES, 24 FEET EAST OF THE CENTER OF A WIRE
 DV0758'GATE, 32 FEET NORTH OF THE NORTH EDGE OF A CONCRETE IRRIGATION DITCH,
 DV0758'1 FOOT NORTH OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DV0758'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 DV0758'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED
 DV0758'IN A 5-INCH IRON PIPE PROJECTING 8 INCHES.
 DV0758
 DV0758                          STATION RECOVERY (1981)
 DV0758
 DV0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1033 ***********************************************************************
 CZ1033  DESIGNATION -  R 363
 CZ1033  PID         -  CZ1033
 CZ1033  STATE/COUNTY-  AZ/PINAL
 CZ1033  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1033
 CZ1033                         *CURRENT SURVEY CONTROL
 CZ1033  ___________________________________________________________________
 CZ1033* NAD 83(2007)-  32 49 13.09843(N)    111 38 02.62486(W)     ADJUSTED  
 CZ1033* NAVD 88     -       464.114  (meters)    1522.68   (feet)  ADJUSTED  
 CZ1033  ___________________________________________________________________
 CZ1033  X           -  -1,978,199.402 (meters)                     COMP
 CZ1033  Y           -  -4,987,696.078 (meters)                     COMP
 CZ1033  Z           -   3,437,463.306 (meters)                     COMP
 CZ1033  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ1033  ELLIP HEIGHT-         434.039 (meters)          (04/23/08) ADJUSTED
 CZ1033  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1033  DYNAMIC HT  -         463.543 (meters)    1520.81  (feet)  COMP
 CZ1033  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 CZ1033  OBS GRAVITY -     979,392.9   (mgal)                       GRAV_OBS
 CZ1033
 CZ1033  HORZ ORDER  -  A
 CZ1033  VERT ORDER  -  FIRST     CLASS II
 CZ1033  ELLP ORDER  -  FOURTH    CLASS II
 CZ1033
 CZ1033.The horizontal coordinates were established by GPS observations
 CZ1033.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ1033
 CZ1033.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1033.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1033
 CZ1033.The orthometric height was determined by differential leveling
 CZ1033.and adjusted in June 1991.
 CZ1033
 CZ1033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1033
 CZ1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1033
 CZ1033.The ellipsoidal height was determined by GPS observations
 CZ1033.and is referenced to NAD 83.
 CZ1033
 CZ1033.The geoid height was determined by GEOID03.
 CZ1033
 CZ1033.The dynamic height is computed by dividing the NAVD 88
 CZ1033.geopotential number by the normal gravity value computed on the
 CZ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1033.degrees latitude (g = 980.6199 gals.).
 CZ1033
 CZ1033.The modeled gravity was interpolated from observed gravity values.
 CZ1033.The observed gravity was obtained from relative gravimeter ties
 CZ1033.to the IGSN71 gravity network.
 CZ1033
 CZ1033;                    North         East     Units Scale Factor Converg.
 CZ1033;SPC AZ C     -   201,860.229   239,821.076   MT  0.99990863   +0 09 11.4
 CZ1033;SPC AZ C     -   662,271.09    786,814.55   iFT  0.99990863   +0 09 11.4
 CZ1033;UTM  12      - 3,631,544.242   440,648.246   MT  0.99964343   -0 20 37.2
 CZ1033
 CZ1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1033!SPC AZ C     -   0.99993186  x   0.99990863  =   0.99984049
 CZ1033!UTM  12      -   0.99993186  x   0.99964343  =   0.99957531
 CZ1033
 CZ1033|---------------------------------------------------------------------|
 CZ1033| PID    Reference Object                     Distance      Geod. Az  |
 CZ1033|                                                           dddmmss.s |
 CZ1033| CZ1032 Q 363                               191.538 METERS 30817     |
 CZ1033|---------------------------------------------------------------------|
 CZ1033
 CZ1033                          SUPERSEDED SURVEY CONTROL
 CZ1033
 CZ1033  NAVD 88 (04/23/08)  464.11   (m)         1522.7    (f) LEVELING    3  
 CZ1033  NGVD 29 (??/??/92)  463.502  (m)         1520.67   (f) ADJ UNCH    1 2
 CZ1033
 CZ1033.Superseded values are not recommended for survey control.
 CZ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1033.See file dsdata.txt to determine how the superseded data were derived.
 CZ1033
 CZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4064831544(NAD 83)
 CZ1033_MARKER: DB = BENCH MARK DISK
 CZ1033_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1033_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1033_STAMPING: R 363 1967
 CZ1033_MARK LOGO: CGS   
 CZ1033_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1033+STABILITY: POSITION/ELEVATION WELL
 CZ1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1033+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2007
 CZ1033
 CZ1033  HISTORY     - Date     Condition        Report By
 CZ1033  HISTORY     - 1967     MONUMENTED       CGS
 CZ1033  HISTORY     - 1970     GOOD             NGS
 CZ1033  HISTORY     - 1980     GOOD             NGS
 CZ1033  HISTORY     - 1980     GOOD             NGS
 CZ1033  HISTORY     - 1984     GOOD             NGS
 CZ1033  HISTORY     - 19911205 GOOD             NGS
 CZ1033  HISTORY     - 20061205 GOOD             NGS
 CZ1033  HISTORY     - 20070314 GOOD             GEOCAC
 CZ1033
 CZ1033                          STATION DESCRIPTION
 CZ1033
 CZ1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1033'7.45 MI NW FROM ELOY.
 CZ1033'ABOUT 5.95 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1033'THE STATION AT ELOY, THENCE 1.35 MILES NORTH ALONG A GRAVELED ROAD,
 CZ1033'THENCE 0.15 MILE SOUTHEAST ALONG A TRAIL ROAD, NEAR THE SOUTH CREST OF
 CZ1033'A HILL, IN S 16, T 7 S, R 7 E, 0.15 MILE SOUTHEAST OF A SADDLE BETWEEN
 CZ1033'TWO HILLS, 141 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD,
 CZ1033'SET IN THE TOP OF A ROCK OUTCROP PROJECTING 36 INCHES ABOVE THE LEVEL
 CZ1033'OF THE GROUND, AND ABOUT 25 FEET ABOVE THE LEVEL OF THE ROAD.
 CZ1033
 CZ1033                          STATION RECOVERY (1970)
 CZ1033
 CZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1033'RECOVERED IN GOOD CONDITION.
 CZ1033
 CZ1033                          STATION RECOVERY (1980)
 CZ1033
 CZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1033'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1033'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.1 KILOMETERS
 CZ1033'(1.3 MILES) NORTH ALONG TOLTEC BUTTES ROAD, THENCE 0.2 KILOMETER
 CZ1033'(0.15 MILE) SOUTHEAST ALONG A TRAIL ROAD, SET IN TOP OF ROCK OUTCROP
 CZ1033'ON THE SOUTH SLOPE OF THE EAST HILL, 69 PACES WEST OF THE EAST END OF
 CZ1033'THE SLOPE AND 7.6 METERS (25 FEET) ABOVE THE TRAIL ROAD, 64 METERS
 CZ1033'(210 FEET) NORTHEAST OF THE CENTERLINE OF THE TRAIL ROAD.
 CZ1033'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CZ1033
 CZ1033                          STATION RECOVERY (1980)
 CZ1033
 CZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1033'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1033'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2.1 KILOMETERS
 CZ1033'(1.3 MILES) NORTH ALONG TOLTEC BUTTES ROAD, THENCE 0.2 KILOMETER
 CZ1033'(0.15 MILE) SOUTHEAST ALONG A TRAIL ROAD, SET IN TOP OF ROCK OUTCROP
 CZ1033'ON THE SOUTH SLOPE OF THE EAST HILL, 69 PACES WEST OF THE EAST END OF
 CZ1033'THE SLOPE AND 7.6 METERS (25 FEET) ABOVE THE TRAIL ROAD, 64 METERS
 CZ1033'(210 FEET) NORTHEAST OF THE CENTERLINE OF THE TRAIL ROAD.
 CZ1033'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CZ1033
 CZ1033                          STATION RECOVERY (1984)
 CZ1033
 CZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1033'RECOVERED IN GOOD CONDITION.
 CZ1033
 CZ1033                          STATION RECOVERY (1991)
 CZ1033
 CZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1033'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1033'ELOY, THENCE 9.5 KM (5.90 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1033'THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG TOLTEC BUTTES ROAD, THENCE
 CZ1033'0.3 KM (0.20 MI) EASTERLY ALONG A TRACK ROAD, NEAR THE SOUTH EDGE OF
 CZ1033'A 10 BY 15-FOOT AREA OF OUTCROPPING BEDROCK ALONG THE SOUTH SLOPE OF
 CZ1033'THE EAST END OF A HILL, 69.0 M (226.4 FT) NORTH OF THE ROAD CENTER,
 CZ1033'8.0 M (26.2 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) SOUTH
 CZ1033'OF A WITNESS POST.
 CZ1033
 CZ1033                          STATION RECOVERY (2006)
 CZ1033
 CZ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 CZ1033'PREVIOUS TO REACH IS NOT ACCURATE DUE TO SIGNIFICANT DEVELOPMENT OF
 CZ1033'AREA. STATIONS ARE ACCESSIBLE FROM NORTH AT INTERSECTIONS OF ROPERS
 CZ1033'AND TOLTEC BUTTES, OR FROM SOUTH AT INTERSECTIONS OF JIMMIE KERR
 CZ1033'BOULEVARD (HWY 84) AND ROBSON BOULEVARD. AREA DEVELOPMENT CURRENTLY
 CZ1033'PREVENTS DEFINITION OF AN ACCURATE TO REACH STATEMENT.
 CZ1033
 CZ1033                          STATION RECOVERY (2007)
 CZ1033
 CZ1033'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1572 ***********************************************************************
 DU1572  DESIGNATION -  R 364
 DU1572  PID         -  DU1572
 DU1572  STATE/COUNTY-  AZ/MARICOPA
 DU1572  USGS QUAD   -  SACATON NE (1978)
 DU1572
 DU1572                         *CURRENT SURVEY CONTROL
 DU1572  ___________________________________________________________________
 DU1572* NAD 83(1986)-  33 14 47.     (N)    111 37 07.     (W)     SCALED    
 DU1572* NAVD 88     -       430.957  (meters)    1413.90   (feet)  ADJUSTED  
 DU1572  ___________________________________________________________________
 DU1572  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1572  DYNAMIC HT  -         430.436 (meters)    1412.19  (feet)  COMP
 DU1572  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 DU1572  OBS GRAVITY -     979,415.7   (mgal)                       GRAV_OBS
 DU1572
 DU1572  VERT ORDER  -  FIRST     CLASS II
 DU1572
 DU1572.The horizontal coordinates were scaled from a topographic map and have
 DU1572.an estimated accuracy of +/- 6 seconds.
 DU1572
 DU1572.The orthometric height was determined by differential leveling
 DU1572.and adjusted in November 1993.
 DU1572
 DU1572.The geoid height was determined by GEOID03.
 DU1572
 DU1572.The dynamic height is computed by dividing the NAVD 88
 DU1572.geopotential number by the normal gravity value computed on the
 DU1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1572.degrees latitude (g = 980.6199 gals.).
 DU1572
 DU1572.The modeled gravity was interpolated from observed gravity values.
 DU1572.The observed gravity was obtained from relative gravimeter ties
 DU1572.to the IGSN71 gravity network.
 DU1572
 DU1572;                    North         East    Units  Estimated Accuracy
 DU1572;SPC AZ C     -   249,120.      241,130.      MT  (+/- 180 meters Scaled)
 DU1572
 DU1572                          SUPERSEDED SURVEY CONTROL
 DU1572
 DU1572  NGVD 29 (??/??/92)  431.147  (m)         1414.52   (f) ADJ UNCH    1 2
 DU1572
 DU1572.Superseded values are not recommended for survey control.
 DU1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1572.See file dsdata.txt to determine how the superseded data were derived.
 DU1572
 DU1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB423787(NAD 83)
 DU1572_MARKER: DB = BENCH MARK DISK
 DU1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1572_SP_SET: CONCRETE POST
 DU1572_STAMPING: R 364 1967
 DU1572_MARK LOGO: CGS   
 DU1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1572+STABILITY: SURFACE MOTION
 DU1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1572+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 DU1572
 DU1572  HISTORY     - Date     Condition        Report By
 DU1572  HISTORY     - UNK      MONUMENTED
 DU1572  HISTORY     - 19920110 GOOD             NGS
 DU1572  HISTORY     - 20061020 GOOD             GEOCAC
 DU1572
 DU1572                          STATION DESCRIPTION
 DU1572
 DU1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU1572'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU1572'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU1572'THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU1572'RAILROAD, 31.3 M (102.7 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF
 DU1572'RITTENHOUSE ROAD, 26.2 M (86.0 FT) SOUTHEAST OF A UTILITY POLE, 9.1 M
 DU1572'(29.9 FT) SOUTHWEST OF THE NEAR RAIL, 0.4 M (1.3 FT) NORTHWEST OF A
 DU1572'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DU1572
 DU1572                          STATION RECOVERY (2006)
 DU1572
 DU1572'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0011 ***********************************************************************
 DV0011  DESIGNATION -  R 365
 DV0011  PID         -  DV0011
 DV0011  STATE/COUNTY-  AZ/MARICOPA
 DV0011  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0011
 DV0011                         *CURRENT SURVEY CONTROL
 DV0011  ___________________________________________________________________
 DV0011* NAD 83(1986)-  33 31 51.     (N)    112 02 19.     (W)     SCALED    
 DV0011* NAVD 88     -       379.801  (meters)    1246.06   (feet)  ADJUSTED  
 DV0011  ___________________________________________________________________
 DV0011  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0011  DYNAMIC HT  -         379.364 (meters)    1244.63  (feet)  COMP
 DV0011  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DV0011
 DV0011  VERT ORDER  -  FIRST     CLASS II
 DV0011
 DV0011.The horizontal coordinates were scaled from a topographic map and have
 DV0011.an estimated accuracy of +/- 6 seconds.
 DV0011
 DV0011.The orthometric height was determined by differential leveling
 DV0011.and adjusted in June 1991.
 DV0011
 DV0011.The geoid height was determined by GEOID03.
 DV0011
 DV0011.The dynamic height is computed by dividing the NAVD 88
 DV0011.geopotential number by the normal gravity value computed on the
 DV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0011.degrees latitude (g = 980.6199 gals.).
 DV0011
 DV0011.The modeled gravity was interpolated from observed gravity values.
 DV0011
 DV0011;                    North         East    Units  Estimated Accuracy
 DV0011;SPC AZ C     -   280,630.      202,030.      MT  (+/- 180 meters Scaled)
 DV0011
 DV0011                          SUPERSEDED SURVEY CONTROL
 DV0011
 DV0011  NGVD 29 (??/??/92)  379.221  (m)         1244.16   (f) ADJ UNCH    1 2
 DV0011
 DV0011.Superseded values are not recommended for survey control.
 DV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0011.See file dsdata.txt to determine how the superseded data were derived.
 DV0011
 DV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC035106(NAD 83)
 DV0011_MARKER: DB = BENCH MARK DISK
 DV0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0011_SP_SET: CONCRETE ABUTMENT
 DV0011_STAMPING: R 365 1967
 DV0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0011+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2007
 DV0011
 DV0011  HISTORY     - Date     Condition        Report By
 DV0011  HISTORY     - 1967     MONUMENTED       CGS
 DV0011  HISTORY     - 1981     GOOD             NGS
 DV0011  HISTORY     - 20051205 GOOD             USPSQD
 DV0011  HISTORY     - 20070331 GOOD             GEOCAC
 DV0011
 DV0011                          STATION DESCRIPTION
 DV0011
 DV0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0011'3.1 MI SE FROM SUNNYSLOPE.
 DV0011'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0011'SUNNYSLOPE, THENCE 2.5 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0011'PARALLEL THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 10, T 2
 DV0011'N, R 3 E, AT THE INTERSECTION OF THE DIRT ROAD AND MARYLAND AVENUE, 13
 DV0011'FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD ALONG THE CANAL, 42
 DV0011'FEET SOUTH OF THE CENTER LINE OF MARYLAND AVENUE, SET IN THE TOP OF
 DV0011'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE MARYLAND AVENUE
 DV0011'BRIDGE OVER THE ARIZONA CANAL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0011'AVENUE AND THE ROAD.
 DV0011
 DV0011                          STATION RECOVERY (1981)
 DV0011
 DV0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0011'4.0 KM (2.5 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0011'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, AT MARYLAND AVENUE
 DV0011'BRIDGE OVER THE CANAL, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DV0011'ABUTMENT, 4.0 METERS (13 FT) NORTHEAST OF THE CENTERLINE OF THE LEVEE,
 DV0011'12.8 METERS (42 FT) SOUTH OF THE CENTERLINE OF THE BRIDGE.
 DV0011'THE MARK IS 0.3 M ABOVE THE LEVEE.
 DV0011
 DV0011                          STATION RECOVERY (2005)
 DV0011
 DV0011'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0011'RECOVERED AS DESCRIBED.
 DV0011
 DV0011                          STATION RECOVERY (2007)
 DV0011
 DV0011'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0077 ***********************************************************************
 DV0077  DESIGNATION -  R 366
 DV0077  PID         -  DV0077
 DV0077  STATE/COUNTY-  AZ/MARICOPA
 DV0077  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0077
 DV0077                         *CURRENT SURVEY CONTROL
 DV0077  ___________________________________________________________________
 DV0077* NAD 83(1986)-  33 43 32.     (N)    112 18 25.     (W)     SCALED    
 DV0077* NAVD 88     -       413.137  (meters)    1355.43   (feet)  ADJUSTED  
 DV0077  ___________________________________________________________________
 DV0077  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV0077  DYNAMIC HT  -         412.658 (meters)    1353.86  (feet)  COMP
 DV0077  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 DV0077
 DV0077  VERT ORDER  -  FIRST     CLASS II
 DV0077
 DV0077.The horizontal coordinates were scaled from a topographic map and have
 DV0077.an estimated accuracy of +/- 6 seconds.
 DV0077
 DV0077.The orthometric height was determined by differential leveling
 DV0077.and adjusted in June 1991.
 DV0077
 DV0077.The geoid height was determined by GEOID03.
 DV0077
 DV0077.The dynamic height is computed by dividing the NAVD 88
 DV0077.geopotential number by the normal gravity value computed on the
 DV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0077.degrees latitude (g = 980.6199 gals.).
 DV0077
 DV0077.The modeled gravity was interpolated from observed gravity values.
 DV0077
 DV0077;                    North         East    Units  Estimated Accuracy
 DV0077;SPC AZ C     -   302,280.      177,190.      MT  (+/- 180 meters Scaled)
 DV0077
 DV0077                          SUPERSEDED SURVEY CONTROL
 DV0077
 DV0077  NGVD 29 (??/??/92)  412.510  (m)         1353.38   (f) ADJ UNCH    1 2
 DV0077
 DV0077.Superseded values are not recommended for survey control.
 DV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0077.See file dsdata.txt to determine how the superseded data were derived.
 DV0077
 DV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC789324(NAD 83)
 DV0077_MARKER: DB = BENCH MARK DISK
 DV0077_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0077_SP_SET: 6 FEET
 DV0077_STAMPING: R 366 1967
 DV0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0077
 DV0077  HISTORY     - Date     Condition        Report By
 DV0077  HISTORY     - 1967     MONUMENTED       CGS
 DV0077  HISTORY     - 1981     GOOD             NGS
 DV0077  HISTORY     - 20061004 MARK NOT FOUND   GEOCAC
 DV0077  HISTORY     - 20071102 MARK NOT FOUND   GEOCAC
 DV0077
 DV0077                          STATION DESCRIPTION
 DV0077
 DV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0077'13.85 MI NW FROM EL MIRAGE.
 DV0077'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0077'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 6.85 MILES
 DV0077'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0077'BEARDSLEY CANAL, IN SECTION 31, T 5 N, R 1 E, 1 TELEPHONE POLE WEST OF
 DV0077'A SHARP CURVE IN THE ROAD AND CANAL, 45 FEET SOUTHEAST OF THE CENTER
 DV0077'LINE OF THE ROAD, 21 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 DV0077'ROAD, 7 FEET EAST OF A TELEPHONE POLE, 1 INCH SOUTH OF A METAL WITNESS
 DV0077'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF
 DV0077'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 FEET AND
 DV0077'IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 12 INCHES.
 DV0077
 DV0077                          STATION RECOVERY (1981)
 DV0077
 DV0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0077'RECOVERED IN GOOD CONDITION.
 DV0077
 DV0077                          STATION RECOVERY (2006)
 DV0077
 DV0077'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0077'UNABLE TO LOCATE. NO WITNESS POST OR TELEPHONE POLE IN THE AREA.
 DV0077
 DV0077                          STATION RECOVERY (2007)
 DV0077
 DV0077'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0077'DID NOT FIND THE MARK. AT THE DESCRIBED DISTANCE AND DIRECTION FROM
 DV0077'STATION JOE (DV1865) THERE ARE PILES OF DIRT AND DEBRIS AND THE EDGE
 DV0077'OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0217 ***********************************************************************
 DA0217  DESIGNATION -  R 37
 DA0217  PID         -  DA0217
 DA0217  STATE/COUNTY-  AZ/PIMA
 DA0217  USGS QUAD   -  GURLI PUT VO (1990)
 DA0217
 DA0217                         *CURRENT SURVEY CONTROL
 DA0217  ___________________________________________________________________
 DA0217* NAD 83(1986)-  32 08 53.     (N)    112 06 10.     (W)     SCALED    
 DA0217* NAVD 88     -       731.52   (+/-2cm)    2400.0    (feet)  VERTCON   
 DA0217  ___________________________________________________________________
 DA0217  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DA0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0217
 DA0217.The horizontal coordinates were scaled from a topographic map and have
 DA0217.an estimated accuracy of +/- 6 seconds.
 DA0217
 DA0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0217.The vertical order pertains to the NGVD 29 superseded value.
 DA0217
 DA0217.The geoid height was determined by GEOID03.
 DA0217
 DA0217;                    North         East    Units  Estimated Accuracy
 DA0217;SPC AZ C     -   127,300.      195,800.      MT  (+/- 180 meters Scaled)
 DA0217
 DA0217                          SUPERSEDED SURVEY CONTROL
 DA0217
 DA0217  NGVD 29 (??/??/92)  730.813  (m)         2397.68   (f) ADJ UNCH    2 0
 DA0217
 DA0217.Superseded values are not recommended for survey control.
 DA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0217.See file dsdata.txt to determine how the superseded data were derived.
 DA0217
 DA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA960573(NAD 83)
 DA0217_MARKER: DB = BENCH MARK DISK
 DA0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0217_STAMPING: 2397.813 R 37 1933
 DA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0217+STABILITY: SURFACE MOTION
 DA0217
 DA0217  HISTORY     - Date     Condition        Report By
 DA0217  HISTORY     - 1933     MONUMENTED       CGS
 DA0217  HISTORY     - 1934     GOOD             NGS
 DA0217  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0217
 DA0217                          STATION DESCRIPTION
 DA0217
 DA0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0217'22.8 MI NW FROM SELLS.
 DA0217'22.8 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 DA0217'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 2.5 MILES EAST OF
 DA0217'SAVAGES STORE (IN 1934), AND 36 FEET NORTH OF THE CENTERLINE OF THE
 DA0217'HIGHWAY.  A STANDARD DISK, STAMPED 2397.813 R 37 1933 AND SET IN THE
 DA0217'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DA0217
 DA0217                          STATION RECOVERY (1999)
 DA0217
 DA0217'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0960 ***********************************************************************
 CZ0960  DESIGNATION -  R 38
 CZ0960  PID         -  CZ0960
 CZ0960  STATE/COUNTY-  AZ/PIMA
 CZ0960  USGS QUAD   -  PAN TAK (1979)
 CZ0960
 CZ0960                         *CURRENT SURVEY CONTROL
 CZ0960  ___________________________________________________________________
 CZ0960* NAD 83(1986)-  32 02 59.     (N)    111 33 15.     (W)     SCALED    
 CZ0960* NAVD 88     -       915.91   (+/-2cm)    3004.9    (feet)  VERTCON   
 CZ0960  ___________________________________________________________________
 CZ0960  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ0960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0960
 CZ0960.The horizontal coordinates were scaled from a topographic map and have
 CZ0960.an estimated accuracy of +/- 6 seconds.
 CZ0960
 CZ0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0960.The vertical order pertains to the NGVD 29 superseded value.
 CZ0960
 CZ0960.The geoid height was determined by GEOID03.
 CZ0960
 CZ0960;                    North         East    Units  Estimated Accuracy
 CZ0960;SPC AZ C     -   116,440.      247,590.      MT  (+/- 180 meters Scaled)
 CZ0960
 CZ0960                          SUPERSEDED SURVEY CONTROL
 CZ0960
 CZ0960  NGVD 29 (??/??/92)  915.175  (m)         3002.54   (f) ADJ UNCH    2 0
 CZ0960
 CZ0960.Superseded values are not recommended for survey control.
 CZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0960.See file dsdata.txt to determine how the superseded data were derived.
 CZ0960
 CZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA476460(NAD 83)
 CZ0960_MARKER: DB = BENCH MARK DISK
 CZ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0960_STAMPING: 3002.747 R 38 1933
 CZ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0960+STABILITY: SURFACE MOTION
 CZ0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0960+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 CZ0960
 CZ0960  HISTORY     - Date     Condition        Report By
 CZ0960  HISTORY     - 1933     MONUMENTED       CGS
 CZ0960  HISTORY     - 1934     GOOD             NGS
 CZ0960  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ0960  HISTORY     - 20020128 GOOD             INDIV
 CZ0960  HISTORY     - 20070424 GOOD             TOHONO
 CZ0960
 CZ0960                          STATION DESCRIPTION
 CZ0960
 CZ0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0960'22.5 MI NE FROM SELLS.
 CZ0960'22.5 MILES NORTHEAST OF SELLS, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0960'REACHED FROM SELLS BY GOING 14.8 MILES NORTHEAST ALONG STATE HIGHWAY
 CZ0960'86, THENCE 7.7 MILES NORTHEAST ALONG THE OLD AJO-TUCSON HIGHWAY.  IT
 CZ0960'IS 0.1 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 310
 CZ0960'FEET EAST OF A DOUBLE PIPE CULVERT WITH MASONRY HEADWALLS, 42 FEET
 CZ0960'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 43 FEET WEST OF A POLE. A
 CZ0960'STANDARD DISK, STAMPED 3002.747 R 38 1933 AND SET IN THE TOP OF A
 CZ0960'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CZ0960
 CZ0960                          STATION RECOVERY (1963)
 CZ0960
 CZ0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ0960'MARK NOT FOUND.
 CZ0960
 CZ0960                          STATION RECOVERY (2002)
 CZ0960
 CZ0960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CZ0960'RECOVERED IN GOOD CONDITION.
 CZ0960
 CZ0960                          STATION RECOVERY (2007)
 CZ0960
 CZ0960'RECOVERY NOTE BY TOHONO OODHAM NATION 2007 (JB)
 CZ0960'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0289 ***********************************************************************
 FR0289  DESIGNATION -  R 385
 FR0289  PID         -  FR0289
 FR0289  STATE/COUNTY-  AZ/COCONINO
 FR0289  USGS QUAD   -  TRINITY MTN (1981)
 FR0289
 FR0289                         *CURRENT SURVEY CONTROL
 FR0289  ___________________________________________________________________
 FR0289* NAD 83(1986)-  35 24 24.     (N)    112 50 29.     (W)     SCALED    
 FR0289* NAVD 88     -      1654.157  (meters)    5427.01   (feet)  POSTED    
 FR0289  ___________________________________________________________________
 FR0289  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 FR0289  DYNAMIC HT  -        1651.930 (meters)    5419.71  (feet)  COMP
 FR0289  MODELED GRAV-     979,226.6   (mgal)                       NAVD 88
 FR0289
 FR0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0289
 FR0289.The horizontal coordinates were scaled from a topographic map and have
 FR0289.an estimated accuracy of +/- 6 seconds.
 FR0289
 FR0289.The orthometric height was determined by differential leveling
 FR0289.and adjusted by the  in 1992.
 FR0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0289.rate of 0.0 thru 1.0 mm/km.
 FR0289
 FR0289.The geoid height was determined by GEOID03.
 FR0289
 FR0289.The dynamic height is computed by dividing the NAVD 88
 FR0289.geopotential number by the normal gravity value computed on the
 FR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0289.degrees latitude (g = 980.6199 gals.).
 FR0289
 FR0289.The modeled gravity was interpolated from observed gravity values.
 FR0289
 FR0289;                    North         East    Units  Estimated Accuracy
 FR0289;SPC AZ C     -   489,080.      129,370.      MT  (+/- 180 meters Scaled)
 FR0289
 FR0289                          SUPERSEDED SURVEY CONTROL
 FR0289
 FR0289  NGVD 29 (??/??/92) 1653.211  (m)         5423.91   (f) ADJ UNCH    2 0
 FR0289
 FR0289.Superseded values are not recommended for survey control.
 FR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0289.See file dsdata.txt to determine how the superseded data were derived.
 FR0289
 FR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE327196(NAD 83)
 FR0289_MARKER: DB = BENCH MARK DISK
 FR0289_SETTING: 66 = SET IN ROCK OUTCROP
 FR0289_SP_SET: GREY OUTCROP
 FR0289_STAMPING: R 385 1968
 FR0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0289+STABILITY: POSITION/ELEVATION WELL
 FR0289
 FR0289  HISTORY     - Date     Condition        Report By
 FR0289  HISTORY     - 1968     MONUMENTED       CGS
 FR0289
 FR0289                          STATION DESCRIPTION
 FR0289
 FR0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0289'7.75 MI NE FROM SELIGMAN.
 FR0289'1.05 MILES EAST ALONG THE ATCHISON,TOPEKA AND SANTA FE RAILWAY FROM
 FR0289'THE STATION AT SELIGMAN, THENCE 6.7 MILES NORTH ALONG A DIRT ROAD, 0.1
 FR0289'MILE NORTHWEST OF THE CROSSING OF A CREEK, 0.05 MILE NORTHWEST OF THE
 FR0289'JUNCTION OF A ROAD WEST ALONG A CREEK, ON THE SOUTHWEST SLOPE OF A
 FR0289'ROCKY HILL, IN THE TOP OF A LEDGE OF A GREY OUTCROP WHICH PROJECTS
 FR0289'ABOUT 4 FEET ABOVE THE GROUND, 104 FEET NORTHEAST OF THE CENTER LINE
 FR0289'OF THE ROAD, 4.1 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 18 FEET
 FR0289'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0315 ***********************************************************************
 FR0315  DESIGNATION -  R 386
 FR0315  PID         -  FR0315
 FR0315  STATE/COUNTY-  AZ/COCONINO
 FR0315  USGS QUAD   -  ROSE WELL CAMP WEST (1980)
 FR0315
 FR0315                         *CURRENT SURVEY CONTROL
 FR0315  ___________________________________________________________________
 FR0315* NAD 83(1986)-  35 38 47.     (N)    112 53 45.     (W)     SCALED    
 FR0315* NAVD 88     -      1917.511  (meters)    6291.03   (feet)  POSTED    
 FR0315  ___________________________________________________________________
 FR0315  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 FR0315  DYNAMIC HT  -        1914.970 (meters)    6282.70  (feet)  COMP
 FR0315  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 FR0315
 FR0315  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0315
 FR0315.The horizontal coordinates were scaled from a topographic map and have
 FR0315.an estimated accuracy of +/- 6 seconds.
 FR0315
 FR0315.The orthometric height was determined by differential leveling
 FR0315.and adjusted by the  in 1992.
 FR0315.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0315.rate of 0.0 thru 1.0 mm/km.
 FR0315
 FR0315.The geoid height was determined by GEOID03.
 FR0315
 FR0315.The dynamic height is computed by dividing the NAVD 88
 FR0315.geopotential number by the normal gravity value computed on the
 FR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0315.degrees latitude (g = 980.6199 gals.).
 FR0315
 FR0315.The modeled gravity was interpolated from observed gravity values.
 FR0315
 FR0315;                    North         East    Units  Estimated Accuracy
 FR0315;SPC AZ C     -   515,720.      124,690.      MT  (+/- 180 meters Scaled)
 FR0315
 FR0315                          SUPERSEDED SURVEY CONTROL
 FR0315
 FR0315  NGVD 29 (??/??/92) 1916.610  (m)         6288.08   (f) ADJ UNCH    2 0
 FR0315
 FR0315.Superseded values are not recommended for survey control.
 FR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0315.See file dsdata.txt to determine how the superseded data were derived.
 FR0315
 FR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE283463(NAD 83)
 FR0315_MARKER: DB = BENCH MARK DISK
 FR0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0315_SP_SET: FOUNDATION
 FR0315_STAMPING: R 386 1968
 FR0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0315
 FR0315  HISTORY     - Date     Condition        Report By
 FR0315  HISTORY     - 1968     MONUMENTED       CGS
 FR0315
 FR0315                          STATION DESCRIPTION
 FR0315
 FR0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0315'26.7 MI N FROM SELIGMAN.
 FR0315'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0315'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0315'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST
 FR0315'ALONG A DIRT ROAD ALONG A POWER LINE, 0.75 MILE EAST OF THE JUNCTION
 FR0315'OF A ROAD NORTH TO ROSE WELL, IN THE TOP OF THE CONCRETE FOUNDATION
 FR0315'FOR THE NORTHWEST LEG OF STEEL TOWER 876, 20 FEET EAST OF THE CENTER
 FR0315'LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0053 ***********************************************************************
 FR0053  DESIGNATION -  R 387
 FR0053  PID         -  FR0053
 FR0053  STATE/COUNTY-  AZ/COCONINO
 FR0053  USGS QUAD   -  MARKHAM DAM (1980)
 FR0053
 FR0053                         *CURRENT SURVEY CONTROL
 FR0053  ___________________________________________________________________
 FR0053* NAD 83(1986)-  35 43 58.     (N)    112 26 24.     (W)     SCALED    
 FR0053* NAVD 88     -      1690.052  (meters)    5544.78   (feet)  POSTED    
 FR0053  ___________________________________________________________________
 FR0053  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 FR0053  DYNAMIC HT  -        1687.870 (meters)    5537.62  (feet)  COMP
 FR0053  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 FR0053
 FR0053  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0053
 FR0053.The horizontal coordinates were scaled from a topographic map and have
 FR0053.an estimated accuracy of +/- 6 seconds.
 FR0053
 FR0053.The orthometric height was determined by differential leveling
 FR0053.and adjusted by the  in 1992.
 FR0053.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0053.rate of 0.0 thru 1.0 mm/km.
 FR0053
 FR0053.The geoid height was determined by GEOID03.
 FR0053
 FR0053.The dynamic height is computed by dividing the NAVD 88
 FR0053.geopotential number by the normal gravity value computed on the
 FR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0053.degrees latitude (g = 980.6199 gals.).
 FR0053
 FR0053.The modeled gravity was interpolated from observed gravity values.
 FR0053
 FR0053;                    North         East    Units  Estimated Accuracy
 FR0053;SPC AZ C     -   524,990.      166,020.      MT  (+/- 180 meters Scaled)
 FR0053
 FR0053                          SUPERSEDED SURVEY CONTROL
 FR0053
 FR0053  NGVD 29 (??/??/92) 1689.214  (m)         5542.03   (f) ADJ UNCH    2 0
 FR0053
 FR0053.Superseded values are not recommended for survey control.
 FR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0053.See file dsdata.txt to determine how the superseded data were derived.
 FR0053
 FR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE697552(NAD 83)
 FR0053_MARKER: DB = BENCH MARK DISK
 FR0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0053_SP_SET: FOUNDATION
 FR0053_STAMPING: R 387 1968
 FR0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0053
 FR0053  HISTORY     - Date     Condition        Report By
 FR0053  HISTORY     - 1968     MONUMENTED       CGS
 FR0053
 FR0053                          STATION DESCRIPTION
 FR0053
 FR0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0053'10.9 MI W FROM WILLAHA.
 FR0053'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0053'THE SIDING SIGN AT WILLAHA, THENCE 10.1 MILES WEST ALONG A STEEL TOWER
 FR0053'POWER LINE, 2 TOWERS WEST OF BENCH MARK Q 387, ON THE EAST BANK OF A
 FR0053'DEEP CANYON, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST
 FR0053'STEEL LEG OF TOWER 973, 45 FEET WEST OF THE CENTER LINE OF A ROAD
 FR0053'LEADING TO TOWERS, ABOUT 1/2 FOOT HIGHER THAN THE ROAD AND GROUND.
 FR0053'NOTE-- THE CONCRETE FOUNDATION OF THE STEEL LEG IS SET IN AN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0346 ***********************************************************************
 FR0346  DESIGNATION -  R 388
 FR0346  PID         -  FR0346
 FR0346  STATE/COUNTY-  AZ/COCONINO
 FR0346  USGS QUAD   -  BLACK TANK (1980)
 FR0346
 FR0346                         *CURRENT SURVEY CONTROL
 FR0346  ___________________________________________________________________
 FR0346* NAD 83(1986)-  35 43 09.     (N)    112 40 35.     (W)     SCALED    
 FR0346* NAVD 88     -      1704.966  (meters)    5593.71   (feet)  POSTED    
 FR0346  ___________________________________________________________________
 FR0346  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FR0346  DYNAMIC HT  -        1702.760 (meters)    5586.47  (feet)  COMP
 FR0346  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 FR0346
 FR0346  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0346
 FR0346.The horizontal coordinates were scaled from a topographic map and have
 FR0346.an estimated accuracy of +/- 6 seconds.
 FR0346
 FR0346.The orthometric height was determined by differential leveling
 FR0346.and adjusted by the  in 1992.
 FR0346.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0346.was located on a no-check spur therefore a value was not computed.
 FR0346.No vertical observational check was made to the station.
 FR0346
 FR0346.The geoid height was determined by GEOID03.
 FR0346
 FR0346.The dynamic height is computed by dividing the NAVD 88
 FR0346.geopotential number by the normal gravity value computed on the
 FR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0346.degrees latitude (g = 980.6199 gals.).
 FR0346
 FR0346.The modeled gravity was interpolated from observed gravity values.
 FR0346
 FR0346;                    North         East    Units  Estimated Accuracy
 FR0346;SPC AZ C     -   523,620.      144,630.      MT  (+/- 180 meters Scaled)
 FR0346
 FR0346                          SUPERSEDED SURVEY CONTROL
 FR0346
 FR0346  NGVD 29 (??/??/92) 1704.102  (m)         5590.87   (f) ADJ UNCH    2 0
 FR0346
 FR0346.Superseded values are not recommended for survey control.
 FR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0346.See file dsdata.txt to determine how the superseded data were derived.
 FR0346
 FR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE483540(NAD 83)
 FR0346_MARKER: DB = BENCH MARK DISK
 FR0346_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0346_SP_SET: 8 FT
 FR0346_STAMPING: R 388 1968
 FR0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0346
 FR0346  HISTORY     - Date     Condition        Report By
 FR0346  HISTORY     - 1968     MONUMENTED       CGS
 FR0346
 FR0346                          STATION DESCRIPTION
 FR0346
 FR0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0346'25.35 MI W FROM WILLAHA.
 FR0346'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0346'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0346'TOWER POWER LINE, THNCE 0.9 MILE NORTH ALONG A TRACK ROAD, 0.1 MILE
 FR0346'WEST THENCE 0.9 MILE NORTH OF BENCH MARK H 388 AND TOWER 834, 42 FEET
 FR0346'EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, A DISK
 FR0346'ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 8 FEET. THE
 FR0346'UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING
 FR0346'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0373 ***********************************************************************
 FR0373  DESIGNATION -  R 389
 FR0373  PID         -  FR0373
 FR0373  STATE/COUNTY-  AZ/COCONINO
 FR0373  USGS QUAD   -  SUPAI CAMP (1981)
 FR0373
 FR0373                         *CURRENT SURVEY CONTROL
 FR0373  ___________________________________________________________________
 FR0373* NAD 83(1986)-  35 59 34.     (N)    112 47 49.     (W)     SCALED    
 FR0373* NAVD 88     -      1806.196  (meters)    5925.83   (feet)  POSTED    
 FR0373  ___________________________________________________________________
 FR0373  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 FR0373  DYNAMIC HT  -        1803.890 (meters)    5918.26  (feet)  COMP
 FR0373  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 FR0373
 FR0373  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0373
 FR0373.The horizontal coordinates were scaled from a topographic map and have
 FR0373.an estimated accuracy of +/- 6 seconds.
 FR0373
 FR0373.The orthometric height was determined by differential leveling
 FR0373.and adjusted by the  in 1992.
 FR0373.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0373.was located on a no-check spur therefore a value was not computed.
 FR0373.No vertical observational check was made to the station.
 FR0373
 FR0373.The geoid height was determined by GEOID03.
 FR0373
 FR0373.The dynamic height is computed by dividing the NAVD 88
 FR0373.geopotential number by the normal gravity value computed on the
 FR0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0373.degrees latitude (g = 980.6199 gals.).
 FR0373
 FR0373.The modeled gravity was interpolated from observed gravity values.
 FR0373
 FR0373;                    North         East    Units  Estimated Accuracy
 FR0373;SPC AZ C     -   554,070.      133,990.      MT  (+/- 180 meters Scaled)
 FR0373
 FR0373                          SUPERSEDED SURVEY CONTROL
 FR0373
 FR0373  NGVD 29 (??/??/92) 1805.308  (m)         5922.91   (f) ADJ UNCH    2 0
 FR0373
 FR0373.Superseded values are not recommended for survey control.
 FR0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0373.See file dsdata.txt to determine how the superseded data were derived.
 FR0373
 FR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE380846(NAD 83)
 FR0373_MARKER: DB = BENCH MARK DISK
 FR0373_SETTING: 66 = SET IN ROCK OUTCROP
 FR0373_SP_SET: ROCK OUTCROP
 FR0373_STAMPING: R 389 1968
 FR0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0373+STABILITY: POSITION/ELEVATION WELL
 FR0373
 FR0373  HISTORY     - Date     Condition        Report By
 FR0373  HISTORY     - 1968     MONUMENTED       CGS
 FR0373
 FR0373                          STATION DESCRIPTION
 FR0373
 FR0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0373'54.55 MI NE FROM PEACH SPRINGS.
 FR0373'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0373'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0373'ROAD, THENCE 1.6 MILES SOUTH ALONG A TRACK ROAD, AT A LARGE OUTCROP
 FR0373'LEDGE, IN THE TOP OF THE SOUTH END OF A LARGE WHITE ROCK OUTCROP WHICH
 FR0373'PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 444 FEET WEST OF THE
 FR0373'CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A WITNESS POST, AND ABOUT
 FR0373'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0365 ***********************************************************************
 DT0365  DESIGNATION -  R 39
 DT0365  PID         -  DT0365
 DT0365  STATE/COUNTY-  AZ/GREENLEE
 DT0365  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0365
 DT0365                         *CURRENT SURVEY CONTROL
 DT0365  ___________________________________________________________________
 DT0365* NAD 83(1986)-  33 03 05.     (N)    109 06 12.     (W)     SCALED    
 DT0365* NAVD 88     -      1770.819  (meters)    5809.76   (feet)  ADJUSTED  
 DT0365  ___________________________________________________________________
 DT0365  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 DT0365  DYNAMIC HT  -        1768.117 (meters)    5800.90  (feet)  COMP
 DT0365  MODELED GRAV-     979,048.8   (mgal)                       NAVD 88
 DT0365
 DT0365  VERT ORDER  -  SECOND    CLASS 0
 DT0365
 DT0365.The horizontal coordinates were scaled from a topographic map and have
 DT0365.an estimated accuracy of +/- 6 seconds.
 DT0365
 DT0365.The orthometric height was determined by differential leveling
 DT0365.and adjusted in June 1991.
 DT0365
 DT0365.The geoid height was determined by GEOID03.
 DT0365
 DT0365.The dynamic height is computed by dividing the NAVD 88
 DT0365.geopotential number by the normal gravity value computed on the
 DT0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0365.degrees latitude (g = 980.6199 gals.).
 DT0365
 DT0365.The modeled gravity was interpolated from observed gravity values.
 DT0365
 DT0365;                    North         East    Units  Estimated Accuracy
 DT0365;SPC AZ E     -   227,950.      312,670.      MT  (+/- 180 meters Scaled)
 DT0365
 DT0365                          SUPERSEDED SURVEY CONTROL
 DT0365
 DT0365  NGVD 29 (??/??/92) 1769.972  (m)         5806.98   (f) ADJ UNCH    2 0
 DT0365
 DT0365.Superseded values are not recommended for survey control.
 DT0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0365.See file dsdata.txt to determine how the superseded data were derived.
 DT0365
 DT0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB770585(NAD 83)
 DT0365_MARKER: DB = BENCH MARK DISK
 DT0365_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0365_SP_SET: UNSPECIFIED ROCK
 DT0365_STAMPING: R 39 1934
 DT0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0365
 DT0365  HISTORY     - Date     Condition        Report By
 DT0365  HISTORY     - 1934     MONUMENTED       CGS
 DT0365
 DT0365                          STATION DESCRIPTION
 DT0365
 DT0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0365'13.9 MI SW FROM MULE CREEK, NM.
 DT0365'ON STATE HWY. NO. 78, 7.3 MILES SOUTH WEST OF ARIZONA NEW MEXICO STATE
 DT0365'LINE, 0.8 MILE NORTH WEST OF TUNNEL ON ROAD KNOWN AS THE NEEDLES EYE,
 DT0365'150 FT. NORTH WEST OF LARGE ROCKY CUT, 24 FT. NORTH OF CENTER LINE OF
 DT0365'HWY, 8 FT. SOUTH OF STEEP ROCKY HILLSIDE ON LARGE ROCK AT U CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0543 ***********************************************************************
 FR0543  DESIGNATION -  R 391
 FR0543  PID         -  FR0543
 FR0543  STATE/COUNTY-  AZ/MOHAVE
 FR0543  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0543
 FR0543                         *CURRENT SURVEY CONTROL
 FR0543  ___________________________________________________________________
 FR0543* NAD 83(1986)-  35 11 54.     (N)    113 54 04.     (W)     SCALED    
 FR0543* NAVD 88     -      1250.790  (meters)    4103.63   (feet)  POSTED    
 FR0543  ___________________________________________________________________
 FR0543  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FR0543  DYNAMIC HT  -        1249.260 (meters)    4098.61  (feet)  COMP
 FR0543  MODELED GRAV-     979,368.2   (mgal)                       NAVD 88
 FR0543
 FR0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0543
 FR0543.The horizontal coordinates were scaled from a topographic map and have
 FR0543.an estimated accuracy of +/- 6 seconds.
 FR0543
 FR0543.The orthometric height was determined by differential leveling
 FR0543.and adjusted by the  in 1992.
 FR0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0543.rate of 0.0 thru 1.0 mm/km.
 FR0543
 FR0543.The geoid height was determined by GEOID03.
 FR0543
 FR0543.The dynamic height is computed by dividing the NAVD 88
 FR0543.geopotential number by the normal gravity value computed on the
 FR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0543.degrees latitude (g = 980.6199 gals.).
 FR0543
 FR0543.The modeled gravity was interpolated from observed gravity values.
 FR0543
 FR0543;                    North         East    Units  Estimated Accuracy
 FR0543;SPC AZ W     -   465,600.      199,600.      MT  (+/- 180 meters Scaled)
 FR0543
 FR0543                          SUPERSEDED SURVEY CONTROL
 FR0543
 FR0543  NGVD 29 (??/??/92) 1249.958  (m)         4100.90   (f) ADJ UNCH    2 0
 FR0543
 FR0543.Superseded values are not recommended for survey control.
 FR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0543.See file dsdata.txt to determine how the superseded data were derived.
 FR0543
 FR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD358988(NAD 83)
 FR0543_MARKER: DB = BENCH MARK DISK
 FR0543_SETTING: 66 = SET IN ROCK OUTCROP
 FR0543_SP_SET: GRANITE OUTCROP
 FR0543_STAMPING: R 391 1962
 FR0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0543+STABILITY: POSITION/ELEVATION WELL
 FR0543
 FR0543  HISTORY     - Date     Condition        Report By
 FR0543  HISTORY     - 1962     MONUMENTED       CGS
 FR0543  HISTORY     - 1970     GOOD             USGS
 FR0543
 FR0543                          STATION DESCRIPTION
 FR0543
 FR0543'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0543'7.2 MI NE FROM KINGMAN.
 FR0543'FROM THE HIGHWAY INTERCHANGE OF US 66 AND I-40 WHICH IS 3.5 MILES
 FR0543'NORTHEAST OF KINGMAN TAKE I-40 FOR 5.6 MILES TO THE INTERCHANGE AT
 FR0543'RATTLESNAKE HILL, INTERCHANGE OF I-40 AND FORMER US 93, TAKE NORTH
 FR0543'FRONTAGE ROAD TO EAST FOR 0.3 MILES TO SHARP BEND NORTH, BM IS 12 FEET
 FR0543'EAST OF CENTER LINE OF ROAD AND 70 FEET NORTH OF ROAD BEND, SET IN A
 FR0543'GRANITE OUTCROP 1 FOOT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0429 ***********************************************************************
 FR0429  DESIGNATION -  R 392
 FR0429  PID         -  FR0429
 FR0429  STATE/COUNTY-  AZ/MOHAVE
 FR0429  USGS QUAD   -  BULL SPRING (1980)
 FR0429
 FR0429                         *CURRENT SURVEY CONTROL
 FR0429  ___________________________________________________________________
 FR0429* NAD 83(1986)-  35 11 29.     (N)    113 23 40.     (W)     SCALED    
 FR0429* NAVD 88     -      1506.552  (meters)    4942.75   (feet)  POSTED    
 FR0429  ___________________________________________________________________
 FR0429  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FR0429  DYNAMIC HT  -        1504.580 (meters)    4936.28  (feet)  COMP
 FR0429  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 FR0429
 FR0429  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0429
 FR0429.The horizontal coordinates were scaled from a topographic map and have
 FR0429.an estimated accuracy of +/- 6 seconds.
 FR0429
 FR0429.The orthometric height was determined by differential leveling
 FR0429.and adjusted by the  in 1992.
 FR0429.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0429.rate of 0.0 thru 1.0 mm/km.
 FR0429
 FR0429.The geoid height was determined by GEOID03.
 FR0429
 FR0429.The dynamic height is computed by dividing the NAVD 88
 FR0429.geopotential number by the normal gravity value computed on the
 FR0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0429.degrees latitude (g = 980.6199 gals.).
 FR0429
 FR0429.The modeled gravity was interpolated from observed gravity values.
 FR0429
 FR0429;                    North         East    Units  Estimated Accuracy
 FR0429;SPC AZ W     -   464,880.      245,740.      MT  (+/- 180 meters Scaled)
 FR0429
 FR0429                          SUPERSEDED SURVEY CONTROL
 FR0429
 FR0429  NGVD 29 (??/??/92) 1505.660  (m)         4939.82   (f) ADJ UNCH    2 0
 FR0429
 FR0429.Superseded values are not recommended for survey control.
 FR0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0429.See file dsdata.txt to determine how the superseded data were derived.
 FR0429
 FR0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD819968(NAD 83)
 FR0429_MARKER: DB = BENCH MARK DISK
 FR0429_SETTING: 66 = SET IN ROCK OUTCROP
 FR0429_SP_SET: LARGE ROCK
 FR0429_STAMPING: R 392 1962
 FR0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0429+STABILITY: POSITION/ELEVATION WELL
 FR0429
 FR0429  HISTORY     - Date     Condition        Report By
 FR0429  HISTORY     - 1962     MONUMENTED       CGS
 FR0429
 FR0429                          STATION DESCRIPTION
 FR0429
 FR0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0429'47.6 MI NE FROM KINGMAN.
 FR0429'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0429'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0429'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0429'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0429'EAST ALONG THE DIRT ROAD TO MILLERS RANCH HOUSE, THENCE 0.15 MILE
 FR0429'SOUTH ALONG THE DIRT ROAD TO THE JUNCTION OF A TRACK ROAD, THENCE
 FR0429'ABOUT 0.05 MILE SOUTH ALONG THE TRACK ROAD TO A PIPE LINE, 26 FEET
 FR0429'EAST OF THE CENTER OF THE TRACK ROAD, 100 FEET NORTH OF THE CENTER OF
 FR0429'THE PIPE LINE, 8.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3
 FR0429'FEET ABOVE THE LEVEL OF THE TRACK ROAD, AND SET IN TOP OF A LARGE ROCK
 FR0429'PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0471 ***********************************************************************
 FR0471  DESIGNATION -  R 393
 FR0471  PID         -  FR0471
 FR0471  STATE/COUNTY-  AZ/YAVAPAI
 FR0471  USGS QUAD   -  YAMPAI SE (1981)
 FR0471
 FR0471                         *CURRENT SURVEY CONTROL
 FR0471  ___________________________________________________________________
 FR0471* NAD 83(1986)-  35 17 38.     (N)    113 01 55.     (W)     SCALED    
 FR0471* NAVD 88     -      1664.136  (meters)    5459.75   (feet)  POSTED    
 FR0471  ___________________________________________________________________
 FR0471  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 FR0471  DYNAMIC HT  -        1661.900 (meters)    5452.42  (feet)  COMP
 FR0471  MODELED GRAV-     979,231.6   (mgal)                       NAVD 88
 FR0471
 FR0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0471
 FR0471.The horizontal coordinates were scaled from a topographic map and have
 FR0471.an estimated accuracy of +/- 6 seconds.
 FR0471
 FR0471.The orthometric height was determined by differential leveling
 FR0471.and adjusted by the  in 1992.
 FR0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0471.rate of 0.0 thru 1.0 mm/km.
 FR0471
 FR0471.The geoid height was determined by GEOID03.
 FR0471
 FR0471.The dynamic height is computed by dividing the NAVD 88
 FR0471.geopotential number by the normal gravity value computed on the
 FR0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0471.degrees latitude (g = 980.6199 gals.).
 FR0471
 FR0471.The modeled gravity was interpolated from observed gravity values.
 FR0471
 FR0471;                    North         East    Units  Estimated Accuracy
 FR0471;SPC AZ C     -   476,750.      111,920.      MT  (+/- 180 meters Scaled)
 FR0471
 FR0471                          SUPERSEDED SURVEY CONTROL
 FR0471
 FR0471  NGVD 29 (??/??/92) 1663.203  (m)         5456.69   (f) ADJ UNCH    2 0
 FR0471
 FR0471.Superseded values are not recommended for survey control.
 FR0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0471.See file dsdata.txt to determine how the superseded data were derived.
 FR0471
 FR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE152075(NAD 83)
 FR0471_MARKER: DB = BENCH MARK DISK
 FR0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0471_STAMPING: R 393 1962
 FR0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0471+STABILITY: SURFACE MOTION
 FR0471
 FR0471  HISTORY     - Date     Condition        Report By
 FR0471  HISTORY     - 1962     MONUMENTED       CGS
 FR0471
 FR0471                          STATION DESCRIPTION
 FR0471
 FR0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0471'9.95 MI W FROM SELIGMAN.
 FR0471'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0471'ITS STATION AT SELIGMAN, THENCE 6.95 MILES WEST ALONG A GRAVEL ROAD,
 FR0471'50 FEET NORTH OF THE CENTER OF THE ROAD, 2.3 FEET EAST OF A METAL
 FR0471'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP
 FR0471'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0708 ***********************************************************************
 DW0708  DESIGNATION -  R 394
 DW0708  PID         -  DW0708
 DW0708  STATE/COUNTY-  AZ/LA PAZ
 DW0708  USGS QUAD   -  DOME ROCK MTS SW (1971)
 DW0708
 DW0708                         *CURRENT SURVEY CONTROL
 DW0708  ___________________________________________________________________
 DW0708* NAD 83(1986)-  33 37 23.     (N)    114 26 15.     (W)     SCALED    
 DW0708* NAVD 88     -       190.391  (meters)     624.64   (feet)  ADJUSTED  
 DW0708  ___________________________________________________________________
 DW0708  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DW0708  DYNAMIC HT  -         190.182 (meters)     623.96  (feet)  COMP
 DW0708  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 DW0708
 DW0708  VERT ORDER  -  FIRST     CLASS II
 DW0708
 DW0708.The horizontal coordinates were scaled from a topographic map and have
 DW0708.an estimated accuracy of +/- 6 seconds.
 DW0708
 DW0708.The orthometric height was determined by differential leveling
 DW0708.and adjusted in June 1991.
 DW0708
 DW0708.The geoid height was determined by GEOID03.
 DW0708
 DW0708.The dynamic height is computed by dividing the NAVD 88
 DW0708.geopotential number by the normal gravity value computed on the
 DW0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0708.degrees latitude (g = 980.6199 gals.).
 DW0708
 DW0708.The modeled gravity was interpolated from observed gravity values.
 DW0708
 DW0708;                    North         East    Units  Estimated Accuracy
 DW0708;SPC AZ W     -   291,070.      149,570.      MT  (+/- 180 meters Scaled)
 DW0708
 DW0708                          SUPERSEDED SURVEY CONTROL
 DW0708
 DW0708  NGVD 29 (??/??/??)  189.706  (m)          622.39   (f) ADJUSTED    1 2
 DW0708
 DW0708.Superseded values are not recommended for survey control.
 DW0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0708.See file dsdata.txt to determine how the superseded data were derived.
 DW0708
 DW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT377233(NAD 83)
 DW0708_MARKER: DB = BENCH MARK DISK
 DW0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0708_STAMPING: R 394 1962
 DW0708_MARK LOGO: CGS   
 DW0708_PROJECTION: FLUSH
 DW0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0708+STABILITY: SURFACE MOTION
 DW0708
 DW0708  HISTORY     - Date     Condition        Report By
 DW0708  HISTORY     - 1962     MONUMENTED       CGS
 DW0708  HISTORY     - 1971     GOOD             USGS
 DW0708  HISTORY     - 1981     GOOD             NGS
 DW0708
 DW0708                          STATION DESCRIPTION
 DW0708
 DW0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0708'5.8 MI E FROM EHRENBERG.
 DW0708'ABOUT 5.8 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0708'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, AT THE TOM
 DW0708'WELLS TAVERN, 198 FEET NORTH OF THE CENTER OF THE HIGHWAY, 167
 DW0708'FEET WEST OF THE SOUTHWEST CORNER OF THE TAVERN, 99 FEET NORTH
 DW0708'OF A FENCE CORNER, 4 FEET EAST OF A FENCE, 3.0 FEET EAST OF A
 DW0708'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS SET
 DW0708'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DW0708
 DW0708                          STATION RECOVERY (1971)
 DW0708
 DW0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0708'RECOVERED IN GOOD CONDITION.
 DW0708
 DW0708                          STATION RECOVERY (1981)
 DW0708
 DW0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0708'9.2 KM (5.75 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW0708'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.55 KM (0.35
 DW0708'MI) WEST OF HIGHWAY MILEPOST 6, 0.3 KM (0.2 MI) WEST OF THE TOM WELLS
 DW0708'ROAD OVERPASS, AT THE BINGO TRUCK STOP, 26.5 METERS (87.0 FT) NORTH OF
 DW0708'THE CENTERLINE OF THE WEST-BOUND LANES, 46.7 METERS (153 FT) SOUTH OF
 DW0708'THE SOUTHEAST CORNER OF THE TRUCK STOP BUILDING, 5.8 METERS (19.0 FT)
 DW0708'SOUTH OF A WOODEN STREET LAMP POLE, 5.2 METERS (1.6 FT) EAST OF THE
 DW0708'WEST END OF A CHAIN LINK RIGHT-OF-WAY FENCE, 0.6 METERS (2.0 FT) SOUTH
 DW0708'OF THE FENCE LINE.
 DW0708'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 DW0708'THE MARK IS 0.5 M BELOW THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0659 ***********************************************************************
 DW0659  DESIGNATION -  R 395 1
 DW0659  PID         -  DW0659
 DW0659  STATE/COUNTY-  AZ/LA PAZ
 DW0659  USGS QUAD   -  PLOMOSA PASS (1990)
 DW0659
 DW0659                         *CURRENT SURVEY CONTROL
 DW0659  ___________________________________________________________________
 DW0659* NAD 83(1986)-  33 39 42.     (N)    114 00 23.     (W)     SCALED    
 DW0659* NAVD 88     -       488.33   (+/-2cm)    1602.1    (feet)  VERTCON   
 DW0659  ___________________________________________________________________
 DW0659  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DW0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0659
 DW0659.The horizontal coordinates were scaled from a topographic map and have
 DW0659.an estimated accuracy of +/- 6 seconds.
 DW0659
 DW0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0659.The vertical order pertains to the NGVD 29 superseded value.
 DW0659
 DW0659.The geoid height was determined by GEOID03.
 DW0659
 DW0659;                    North         East    Units  Estimated Accuracy
 DW0659;SPC AZ W     -   295,170.      189,580.      MT  (+/- 180 meters Scaled)
 DW0659
 DW0659                          SUPERSEDED SURVEY CONTROL
 DW0659
 DW0659  NGVD 29 (??/??/??)  487.625  (m)         1599.82   (f) ADJUSTED    2 0
 DW0659
 DW0659.Superseded values are not recommended for survey control.
 DW0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0659.See file dsdata.txt to determine how the superseded data were derived.
 DW0659
 DW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT775286(NAD 83)
 DW0659_MARKER: DB = BENCH MARK DISK
 DW0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0659_STAMPING: R 395 1 1962
 DW0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0659+STABILITY: SURFACE MOTION
 DW0659
 DW0659  HISTORY     - Date     Condition        Report By
 DW0659  HISTORY     - 1962     MONUMENTED       CGS
 DW0659
 DW0659                          STATION DESCRIPTION
 DW0659
 DW0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0659'4.8 MI SW FROM BRENDA.
 DW0659'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP
 DW0659'AT BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE
 DW0659'2.45 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DW0659'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DW0659'2.6 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DW0659'CONCRETE POST FLUSH WITH THE GROUND.  THIS MARK MAY ALSO BE
 DW0659'REACHED FROM THE BUS FLAG STOP AT BRENDA BY GOING 4.75 MILES
 DW0659'WEST ALONG U.S. HIGHWAY 60-70, THENCE 1.0 MILE EAST-SOUTHEAST
 DW0659'ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP
 DW0659'OF INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1112 ***********************************************************************
 DV1112  DESIGNATION -  R 396
 DV1112  PID         -  DV1112
 DV1112  STATE/COUNTY-  AZ/LA PAZ
 DV1112  USGS QUAD   -  VICKSBURG (1990)
 DV1112
 DV1112                         *CURRENT SURVEY CONTROL
 DV1112  ___________________________________________________________________
 DV1112* NAD 83(1986)-  33 42 15.     (N)    113 46 04.     (W)     SCALED    
 DV1112* NAVD 88     -       374.809  (meters)    1229.69   (feet)  ADJUSTED  
 DV1112  ___________________________________________________________________
 DV1112  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DV1112  DYNAMIC HT  -         374.382 (meters)    1228.28  (feet)  COMP
 DV1112  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 DV1112
 DV1112  VERT ORDER  -  FIRST     CLASS II
 DV1112
 DV1112.The horizontal coordinates were scaled from a topographic map and have
 DV1112.an estimated accuracy of +/- 6 seconds.
 DV1112
 DV1112.The orthometric height was determined by differential leveling
 DV1112.and adjusted in June 1991.
 DV1112
 DV1112.The geoid height was determined by GEOID03.
 DV1112
 DV1112.The dynamic height is computed by dividing the NAVD 88
 DV1112.geopotential number by the normal gravity value computed on the
 DV1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1112.degrees latitude (g = 980.6199 gals.).
 DV1112
 DV1112.The modeled gravity was interpolated from observed gravity values.
 DV1112
 DV1112;                    North         East    Units  Estimated Accuracy
 DV1112;SPC AZ W     -   299,850.      211,710.      MT  (+/- 180 meters Scaled)
 DV1112
 DV1112                          SUPERSEDED SURVEY CONTROL
 DV1112
 DV1112  NGVD 29 (??/??/92)  374.134  (m)         1227.47   (f) ADJ UNCH    1 2
 DV1112
 DV1112.Superseded values are not recommended for survey control.
 DV1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1112.See file dsdata.txt to determine how the superseded data were derived.
 DV1112
 DV1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC434327(NAD 83)
 DV1112_MARKER: DB = BENCH MARK DISK
 DV1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1112_STAMPING: R 396 1962
 DV1112_MARK LOGO: CGS   
 DV1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1112+STABILITY: SURFACE MOTION
 DV1112
 DV1112  HISTORY     - Date     Condition        Report By
 DV1112  HISTORY     - 1962     MONUMENTED       CGS
 DV1112  HISTORY     - 1981     GOOD             NGS
 DV1112
 DV1112                          STATION DESCRIPTION
 DV1112
 DV1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1112'4.7 MI SW FROM HOPE.
 DV1112'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1112'HIGHWAY 72 AT HOPE, THENCE 1.0 MILE SOUTH ALONG A BLADED ROAD, 38 FEET
 DV1112'WEST OF THE CENTER OF THE ROAD, 2.6 FEET NORTHEAST OF A METAL WITNESS
 DV1112'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 DV1112'CONCRETE POST PROJECTING 4 INCHES.
 DV1112
 DV1112                          STATION RECOVERY (1981)
 DV1112
 DV1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0312 ***********************************************************************
 CG0312  DESIGNATION -  R 399
 CG0312  PID         -  CG0312
 CG0312  STATE/COUNTY-  AZ/PIMA
 CG0312  USGS QUAD   -  GREEN VALLEY (1981)
 CG0312
 CG0312                         *CURRENT SURVEY CONTROL
 CG0312  ___________________________________________________________________
 CG0312* NAD 83(1986)-  31 45 24.     (N)    110 53 16.     (W)     SCALED    
 CG0312* NAVD 88     -      1252.81   (+/-2cm)    4110.3    (feet)  VERTCON   
 CG0312  ___________________________________________________________________
 CG0312  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CG0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0312
 CG0312.The horizontal coordinates were scaled from a topographic map and have
 CG0312.an estimated accuracy of +/- 6 seconds.
 CG0312
 CG0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0312.The vertical order pertains to the NGVD 29 superseded value.
 CG0312
 CG0312.The geoid height was determined by GEOID03.
 CG0312
 CG0312;                    North         East    Units  Estimated Accuracy
 CG0312;SPC AZ C     -    84,350.      310,830.      MT  (+/- 180 meters Scaled)
 CG0312
 CG0312                          SUPERSEDED SURVEY CONTROL
 CG0312
 CG0312  NGVD 29 (??/??/92) 1251.918  (m)         4107.33   (f) ADJ UNCH    2 0
 CG0312
 CG0312.Superseded values are not recommended for survey control.
 CG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0312.See file dsdata.txt to determine how the superseded data were derived.
 CG0312
 CG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA106134(NAD 83)
 CG0312_MARKER: DD = SURVEY DISK
 CG0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0312_STAMPING: R 399 1962
 CG0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0312+STABILITY: SURFACE MOTION
 CG0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0312+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0312
 CG0312  HISTORY     - Date     Condition        Report By
 CG0312  HISTORY     - 1962     MONUMENTED       CGS
 CG0312  HISTORY     - 20060316 GOOD             USPSQD
 CG0312
 CG0312                          STATION DESCRIPTION
 CG0312
 CG0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0312'9.4 MI SE FROM CONTINENTAL.
 CG0312'6.9 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, THENCE 2.5
 CG0312'MILES SOUTH ON PAVED ROAD.  MARK IS 84 FEET NORTHWEST OF A ROAD CURVE
 CG0312'SIGN, 68 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, AND 3.3 FEET
 CG0312'WEST OF A METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A
 CG0312'CYLINDRICAL CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 CG0312
 CG0312                          STATION RECOVERY (2006)
 CG0312
 CG0312'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0312'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0254 ***********************************************************************
 FP0254  DESIGNATION -  R 4
 FP0254  PID         -  FP0254
 FP0254  STATE/COUNTY-  AZ/APACHE
 FP0254  USGS QUAD   -  PINTA (1972)
 FP0254
 FP0254                         *CURRENT SURVEY CONTROL
 FP0254  ___________________________________________________________________
 FP0254* NAD 83(1986)-  35 03 26.     (N)    109 40 12.     (W)     SCALED    
 FP0254* NAVD 88     -      1665.804  (meters)    5465.23   (feet)  POSTED    
 FP0254  ___________________________________________________________________
 FP0254  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FP0254  DYNAMIC HT  -        1663.490 (meters)    5457.63  (feet)  COMP
 FP0254  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 FP0254
 FP0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0254
 FP0254.The horizontal coordinates were scaled from a topographic map and have
 FP0254.an estimated accuracy of +/- 6 seconds.
 FP0254
 FP0254.The orthometric height was determined by differential leveling
 FP0254.and adjusted by the  in 1992.
 FP0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0254.rate of 0.0 thru 1.0 mm/km.
 FP0254
 FP0254.The geoid height was determined by GEOID03.
 FP0254
 FP0254.The dynamic height is computed by dividing the NAVD 88
 FP0254.geopotential number by the normal gravity value computed on the
 FP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0254.degrees latitude (g = 980.6199 gals.).
 FP0254
 FP0254.The modeled gravity was interpolated from observed gravity values.
 FP0254
 FP0254;                    North         East    Units  Estimated Accuracy
 FP0254;SPC AZ E     -   450,040.      258,660.      MT  (+/- 180 meters Scaled)
 FP0254
 FP0254                          SUPERSEDED SURVEY CONTROL
 FP0254
 FP0254  NGVD 29 (??/??/92) 1664.922  (m)         5462.33   (f) ADJ UNCH    1 2
 FP0254
 FP0254.Superseded values are not recommended for survey control.
 FP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0254.See file dsdata.txt to determine how the superseded data were derived.
 FP0254
 FP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD212801(NAD 83)
 FP0254_MARKER: DB = BENCH MARK DISK
 FP0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FP0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FP0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0254
 FP0254  HISTORY     - Date     Condition        Report By
 FP0254  HISTORY     - UNK      MONUMENTED       CGS
 FP0254  HISTORY     - 1934     GOOD             NGS
 FP0254  HISTORY     - 1936     MARK NOT FOUND   USGS
 FP0254
 FP0254                          STATION DESCRIPTION
 FP0254
 FP0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0254'3.0 MI SW FROM PINTA.
 FP0254'3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FP0254'THE STATION AT PINTA, APACHE COUNTY, 18 YARDS NORTHEAST OF MILEPOST
 FP0254'222, OPPOSITE A RAIL RACK, 53-1/2 FEET NORTHWEST OF THE CENTERLINE OF
 FP0254'THE NORTHWEST TRACK, AND 4.1 FEET SOUTHEAST OF A POLE. A STANDARD CAP,
 FP0254'STAMPED 5462.332 AND FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 FP0254'PROJECTING 2 INCHES ABOVE GROUND.
 FP0254
 FP0254                          STATION RECOVERY (1936)
 FP0254
 FP0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 FP0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0256 ***********************************************************************
 CY0256  DESIGNATION -  R 40
 CY0256  PID         -  CY0256
 CY0256  STATE/COUNTY-  AZ/GRAHAM
 CY0256  USGS QUAD   -  TOLLGATE TANK (1985)
 CY0256
 CY0256                         *CURRENT SURVEY CONTROL
 CY0256  ___________________________________________________________________
 CY0256* NAD 83(1986)-  32 52 00.     (N)    109 24 03.     (W)     SCALED    
 CY0256* NAVD 88     -      1272.253  (meters)    4174.05   (feet)  ADJUSTED  
 CY0256  ___________________________________________________________________
 CY0256  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CY0256  DYNAMIC HT  -        1270.414 (meters)    4168.02  (feet)  COMP
 CY0256  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 CY0256
 CY0256  VERT ORDER  -  SECOND    CLASS 0
 CY0256
 CY0256.The horizontal coordinates were scaled from a topographic map and have
 CY0256.an estimated accuracy of +/- 6 seconds.
 CY0256
 CY0256.The orthometric height was determined by differential leveling
 CY0256.and adjusted in June 1991.
 CY0256
 CY0256.The geoid height was determined by GEOID03.
 CY0256
 CY0256.The dynamic height is computed by dividing the NAVD 88
 CY0256.geopotential number by the normal gravity value computed on the
 CY0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0256.degrees latitude (g = 980.6199 gals.).
 CY0256
 CY0256.The modeled gravity was interpolated from observed gravity values.
 CY0256
 CY0256;                    North         East    Units  Estimated Accuracy
 CY0256;SPC AZ E     -   207,230.      285,030.      MT  (+/- 180 meters Scaled)
 CY0256
 CY0256                          SUPERSEDED SURVEY CONTROL
 CY0256
 CY0256  NGVD 29 (??/??/92) 1271.559  (m)         4171.77   (f) ADJ UNCH    2 0
 CY0256
 CY0256.Superseded values are not recommended for survey control.
 CY0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0256.See file dsdata.txt to determine how the superseded data were derived.
 CY0256
 CY0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB496376(NAD 83)
 CY0256_MARKER: DB = BENCH MARK DISK
 CY0256_SETTING: 80 = SET IN A BOULDER
 CY0256_SP_SET: BOULDER
 CY0256_STAMPING: R 40 1934
 CY0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0256+STABILITY: SURFACE MOTION
 CY0256
 CY0256  HISTORY     - Date     Condition        Report By
 CY0256  HISTORY     - 1934     MONUMENTED       CGS
 CY0256
 CY0256                          STATION DESCRIPTION
 CY0256
 CY0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0256'15.6 MI E FROM SOLOMONVILLE.
 CY0256'15.6 MILES EAST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 3.9 MILES
 CY0256'SOUTH WEST OF COUNTY LINE, ABOUT 800 FT. WEST OF TELEPHONE LINE, 100
 CY0256'FT. EAST OF CENTER OF ANGLE IN ROAD, IN A BLACK BOULDER ABOUT 2 FT.
 CY0256'HIGH AND 3 FT. SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0192 ***********************************************************************
 GP0192  DESIGNATION -  R 401
 GP0192  PID         -  GP0192
 GP0192  STATE/COUNTY-  AZ/COCONINO
 GP0192  USGS QUAD   -  TANNER WELL (1985)
 GP0192
 GP0192                         *CURRENT SURVEY CONTROL
 GP0192  ___________________________________________________________________
 GP0192* NAD 83(1986)-  36 35 07.     (N)    111 39 06.     (W)     SCALED    
 GP0192* NAVD 88     -      1594.696  (meters)    5231.93   (feet)  ADJUSTED  
 GP0192  ___________________________________________________________________
 GP0192  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 GP0192  DYNAMIC HT  -        1592.748 (meters)    5225.54  (feet)  COMP
 GP0192  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 GP0192
 GP0192  VERT ORDER  -  FIRST     CLASS II
 GP0192
 GP0192.The horizontal coordinates were scaled from a topographic map and have
 GP0192.an estimated accuracy of +/- 6 seconds.
 GP0192
 GP0192.The orthometric height was determined by differential leveling
 GP0192.and adjusted in June 1991.
 GP0192
 GP0192.The geoid height was determined by GEOID03.
 GP0192
 GP0192.The dynamic height is computed by dividing the NAVD 88
 GP0192.geopotential number by the normal gravity value computed on the
 GP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0192.degrees latitude (g = 980.6199 gals.).
 GP0192
 GP0192.The modeled gravity was interpolated from observed gravity values.
 GP0192
 GP0192;                    North         East    Units  Estimated Accuracy
 GP0192;SPC AZ C     -   619,480.      237,070.      MT  (+/- 180 meters Scaled)
 GP0192
 GP0192                          SUPERSEDED SURVEY CONTROL
 GP0192
 GP0192  NGVD 29 (??/??/92) 1593.699  (m)         5228.66   (f) ADJ UNCH    1 2
 GP0192
 GP0192.Superseded values are not recommended for survey control.
 GP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0192.See file dsdata.txt to determine how the superseded data were derived.
 GP0192
 GP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF417490(NAD 83)
 GP0192_MARKER: DB = BENCH MARK DISK
 GP0192_SETTING: 66 = SET IN ROCK OUTCROP
 GP0192_SP_SET: ROCK LEDGE
 GP0192_STAMPING: R 401 1962
 GP0192_MARK LOGO: CGS   
 GP0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0192+STABILITY: POSITION/ELEVATION WELL
 GP0192
 GP0192  HISTORY     - Date     Condition        Report By
 GP0192  HISTORY     - 1962     MONUMENTED       CGS
 GP0192  HISTORY     - 1978     GOOD             USGS
 GP0192  HISTORY     - 1983     GOOD             NGS
 GP0192
 GP0192                          STATION DESCRIPTION
 GP0192
 GP0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0192'3.85 MI S FROM BITTER SPRINGS.
 GP0192'ABOUT 3.85 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0192'STATION AT BITTER SPRINGS, 335 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 GP0192'CONCRETE HEADWALL OF A CULVERT, 325 FEET SOUTHWEST OF THE CENTERLINE
 GP0192'OF THE HIGHWAY, 53.3 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 GP0192'NORTHWEST OF A SMALL ROCK CAIRN, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 GP0192'HIGHWAY, AND SET IN THE TOP OF A ROCK LEDGE WHICH IS FLUSH WITH THE
 GP0192'GROUND.
 GP0192
 GP0192                          STATION RECOVERY (1978)
 GP0192
 GP0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0192'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0192'SPRINGS, 3.65 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0192'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0192'IS ADEQUATE.
 GP0192
 GP0192                          STATION RECOVERY (1983)
 GP0192
 GP0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0192'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.65 KM
 GP0192'(3.5 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0192'ALTERNATE IN BITTER SPRINGS, IN TOP OF A LIMESTONE OUTCROP LEDGE ON
 GP0192'THE SOUTHEAST BANK OF A SMALL DRY WASH, 0.8 KM (0.5 MI) NORTHWEST OF
 GP0192'MILEPOST 520, 99.0 METERS (325 FT) SOUTHWEST OF THE HIGHWAY
 GP0192'CENTERLINE, 98.5 METERS (323 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 GP0192'SOUTHWEST END OF A 4- BY 4-FOOT BOX CULVERT, 4.5 METERS (15 FT)
 GP0192'SOUTHEAST OF THE CENTER OF THE WASH.
 GP0192'THE MARK IS 0.3 METERS  NW FROM  A CAIRN
 GP0192'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1271 ***********************************************************************
 DU1271  DESIGNATION -  R 403
 DU1271  PID         -  DU1271
 DU1271  STATE/COUNTY-  AZ/GILA
 DU1271  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1271
 DU1271                         *CURRENT SURVEY CONTROL
 DU1271  ___________________________________________________________________
 DU1271* NAD 83(1986)-  33 32 16.     (N)    110 55 22.     (W)     SCALED    
 DU1271* NAVD 88     -      1141.171  (meters)    3743.99   (feet)  ADJUSTED  
 DU1271  ___________________________________________________________________
 DU1271  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DU1271  DYNAMIC HT  -        1139.618 (meters)    3738.90  (feet)  COMP
 DU1271  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 DU1271
 DU1271  VERT ORDER  -  FIRST     CLASS II
 DU1271
 DU1271.The horizontal coordinates were scaled from a topographic map and have
 DU1271.an estimated accuracy of +/- 6 seconds.
 DU1271
 DU1271.The orthometric height was determined by differential leveling
 DU1271.and adjusted in June 1991.
 DU1271
 DU1271.The geoid height was determined by GEOID03.
 DU1271
 DU1271.The dynamic height is computed by dividing the NAVD 88
 DU1271.geopotential number by the normal gravity value computed on the
 DU1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1271.degrees latitude (g = 980.6199 gals.).
 DU1271
 DU1271.The modeled gravity was interpolated from observed gravity values.
 DU1271
 DU1271;                    North         East    Units  Estimated Accuracy
 DU1271;SPC AZ E     -   281,650.      143,140.      MT  (+/- 180 meters Scaled)
 DU1271
 DU1271                          SUPERSEDED SURVEY CONTROL
 DU1271
 DU1271.No superseded survey control is available for this station.
 DU1271
 DU1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC071109(NAD 83)
 DU1271_MARKER: DB = BENCH MARK DISK
 DU1271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1271_SP_SET: STAINLESS STEEL ROD
 DU1271_STAMPING: R 403 1979
 DU1271_PROJECTION: FLUSH
 DU1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1271_ROD/PIPE-DEPTH: 3.05 meters
 DU1271
 DU1271  HISTORY     - Date     Condition        Report By
 DU1271  HISTORY     - 1979     MONUMENTED       NGS
 DU1271
 DU1271                          STATION DESCRIPTION
 DU1271
 DU1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1271'16.6 MI NW FROM GLOBE.
 DU1271'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1271'COURTHOUSE IN GLOBE, THENCE 12.0 MILES NORTH ALONG STATE
 DU1271'HIGHWAY 88 (APACHE TRAIL), 33.6 FEET NORTH-NORTHEAST OF THE
 DU1271'CENTERLINE OF THE HIGHWAY AND 1.5 FEET SOUTH-SOUTHWEST OF A FENCE.
 DU1271'NOTE=REFUSAL WAS REACHED AT 10 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1271'4-INCH SCREWPLUG.
 DU1271'THE MARK IS 1.8 FT  NNW FROM A WITNESS POST.
 DU1271'THE MARK IS 1.5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0293 ***********************************************************************
 GP0293  DESIGNATION -  R 403
 GP0293  PID         -  GP0293
 GP0293  STATE/COUNTY-  AZ/COCONINO
 GP0293  USGS QUAD   -  LEES FERRY (1985)
 GP0293
 GP0293                         *CURRENT SURVEY CONTROL
 GP0293  ___________________________________________________________________
 GP0293* NAD 83(1986)-  36 46 24.     (N)    111 33 29.     (W)     SCALED    
 GP0293* NAVD 88     -      1692.596  (meters)    5553.13   (feet)  ADJUSTED  
 GP0293  ___________________________________________________________________
 GP0293  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GP0293  DYNAMIC HT  -        1690.619 (meters)    5546.64  (feet)  COMP
 GP0293  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 GP0293
 GP0293  VERT ORDER  -  FIRST     CLASS II
 GP0293
 GP0293.The horizontal coordinates were scaled from a topographic map and have
 GP0293.an estimated accuracy of +/- 6 seconds.
 GP0293
 GP0293.The orthometric height was determined by differential leveling
 GP0293.and adjusted in June 1991.
 GP0293
 GP0293.The geoid height was determined by GEOID03.
 GP0293
 GP0293.The dynamic height is computed by dividing the NAVD 88
 GP0293.geopotential number by the normal gravity value computed on the
 GP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0293.degrees latitude (g = 980.6199 gals.).
 GP0293
 GP0293.The modeled gravity was interpolated from observed gravity values.
 GP0293
 GP0293;                    North         East    Units  Estimated Accuracy
 GP0293;SPC AZ C     -   640,380.      245,370.      MT  (+/- 180 meters Scaled)
 GP0293
 GP0293                          SUPERSEDED SURVEY CONTROL
 GP0293
 GP0293  NGVD 29 (??/??/92) 1691.675  (m)         5550.10   (f) ADJ UNCH    1 2
 GP0293
 GP0293.Superseded values are not recommended for survey control.
 GP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0293.See file dsdata.txt to determine how the superseded data were derived.
 GP0293
 GP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF501698(NAD 83)
 GP0293_MARKER: DB = BENCH MARK DISK
 GP0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0293_STAMPING: R 403 1962
 GP0293_MARK LOGO: CGS   
 GP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0293+STABILITY: SURFACE MOTION
 GP0293
 GP0293  HISTORY     - Date     Condition        Report By
 GP0293  HISTORY     - 1962     MONUMENTED       CGS
 GP0293  HISTORY     - 1963     GOOD             NGS
 GP0293  HISTORY     - 1983     GOOD             NGS
 GP0293
 GP0293                          STATION DESCRIPTION
 GP0293
 GP0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0293'12.95 MI NE FROM BITTER SPRINGS.
 GP0293'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0293'STATION AT BITTER SPRINGS.  THENCE 12.75 MILES NORTHEAST ALONG U.S.
 GP0293'HIGHWAY 89 LEADING TO PAGE, 211 FEET NORTHWEST OF THE CENTERLINE OF
 GP0293'THE HIGHWAY, IN LINE WITH A ROW OF TELEPHONE POLES, 52 FEET SOUTHWEST
 GP0293'OF A TELEPHONE POLE, 4.0 FEET NORTHWEST OF A METAL WITNESS POST, AND
 GP0293'SET IN THE TOP OF A CONCRETE POST IMBEDDED IN SOLID ROCK AND
 GP0293'PROJECTING 4 INCHES.
 GP0293
 GP0293                          STATION RECOVERY (1963)
 GP0293
 GP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GP0293'RECOVERED IN GOOD CONDITION.
 GP0293
 GP0293                          STATION RECOVERY (1983)
 GP0293
 GP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0293'RECOVERED IN GOOD CONDITION.  ADD--33.7 METERS (110.5 FT) NORTHWEST OF
 GP0293'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1168 ***********************************************************************
 DU1168  DESIGNATION -  R 404
 DU1168  PID         -  DU1168
 DU1168  STATE/COUNTY-  AZ/GILA
 DU1168  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1168
 DU1168                         *CURRENT SURVEY CONTROL
 DU1168  ___________________________________________________________________
 DU1168* NAD 83(1986)-  33 27 00.     (N)    110 43 09.     (W)     SCALED    
 DU1168* NAVD 88     -      1200.539  (meters)    3938.77   (feet)  ADJUSTED  
 DU1168  ___________________________________________________________________
 DU1168  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU1168  DYNAMIC HT  -        1198.880 (meters)    3933.33  (feet)  COMP
 DU1168  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 DU1168
 DU1168  VERT ORDER  -  FIRST     CLASS II
 DU1168
 DU1168.The horizontal coordinates were scaled from a topographic map and have
 DU1168.an estimated accuracy of +/- 6 seconds.
 DU1168
 DU1168.The orthometric height was determined by differential leveling
 DU1168.and adjusted in June 1991.
 DU1168
 DU1168.The geoid height was determined by GEOID03.
 DU1168
 DU1168.The dynamic height is computed by dividing the NAVD 88
 DU1168.geopotential number by the normal gravity value computed on the
 DU1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1168.degrees latitude (g = 980.6199 gals.).
 DU1168
 DU1168.The modeled gravity was interpolated from observed gravity values.
 DU1168
 DU1168;                    North         East    Units  Estimated Accuracy
 DU1168;SPC AZ E     -   271,790.      162,000.      MT  (+/- 180 meters Scaled)
 DU1168
 DU1168                          SUPERSEDED SURVEY CONTROL
 DU1168
 DU1168.No superseded survey control is available for this station.
 DU1168
 DU1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC261012(NAD 83)
 DU1168_MARKER: DB = BENCH MARK DISK
 DU1168_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1168+WITH SETTING: INFORMATION.
 DU1168_SP_SET: SHALLOW SET METAL ROD
 DU1168_STAMPING: R 404 1979
 DU1168_PROJECTION: FLUSH
 DU1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1168+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 DU1168_ROD/PIPE-DEPTH: 1.52 meters
 DU1168
 DU1168  HISTORY     - Date     Condition        Report By
 DU1168  HISTORY     - 1979     MONUMENTED       NGS
 DU1168  HISTORY     - 20060922 GOOD             GEOCAC
 DU1168
 DU1168                          STATION DESCRIPTION
 DU1168
 DU1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1168'5.3 MI NE FROM GLOBE.
 DU1168'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1168'COURTHOUSE IN GLOBE, 0.85 MILE NORTH OF MILE POST NUMBER 256, 98.6
 DU1168'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 54.3 FEET NORTH OF THE
 DU1168'CENTER OF A DRIVEWAY LEADING EAST OVER A CATTLE GUARD, 46.3 FEET
 DU1168'NORTH OF THE NORTH CENTER END OF A CATTLE GUARD, 3.5 FEET WEST OF A
 DU1168'POWER POLE WITH A GUY WIRE AND 1.8 FEET WEST OF A FENCE.
 DU1168'NOTE=REFUSAL WAS REACHED AT 5 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1168'A 4-INCH SCREW PLUG.
 DU1168'THE MARK IS 1.3 FT  S FROM A WITNESS POST.
 DU1168'THE MARK IS 2 FT BELOW THE HIGHWAY.
 DU1168
 DU1168                          STATION RECOVERY (2006)
 DU1168
 DU1168'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1168'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU1168'32 26 49.38 (N)   110 43 16.32 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0213 ***********************************************************************
 GP0213  DESIGNATION -  R 404
 GP0213  PID         -  GP0213
 GP0213  STATE/COUNTY-  AZ/COCONINO
 GP0213  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0213
 GP0213                         *CURRENT SURVEY CONTROL
 GP0213  ___________________________________________________________________
 GP0213* NAD 83(1986)-  36 43 11.     (N)    111 38 43.     (W)     SCALED    
 GP0213* NAVD 88     -      1283.901  (meters)    4212.27   (feet)  POSTED    
 GP0213  ___________________________________________________________________
 GP0213  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GP0213  DYNAMIC HT  -        1282.380 (meters)    4207.28  (feet)  COMP
 GP0213  MODELED GRAV-     979,400.8   (mgal)                       NAVD 88
 GP0213
 GP0213  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0213
 GP0213.The horizontal coordinates were scaled from a topographic map and have
 GP0213.an estimated accuracy of +/- 6 seconds.
 GP0213
 GP0213.The orthometric height was determined by differential leveling
 GP0213.and adjusted by the  in 1992.
 GP0213.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0213.rate of 2.1 thru 3.0 mm/km.
 GP0213
 GP0213.The geoid height was determined by GEOID03.
 GP0213
 GP0213.The dynamic height is computed by dividing the NAVD 88
 GP0213.geopotential number by the normal gravity value computed on the
 GP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0213.degrees latitude (g = 980.6199 gals.).
 GP0213
 GP0213.The modeled gravity was interpolated from observed gravity values.
 GP0213
 GP0213;                    North         East    Units  Estimated Accuracy
 GP0213;SPC AZ C     -   634,400.      237,600.      MT  (+/- 180 meters Scaled)
 GP0213
 GP0213                          SUPERSEDED SURVEY CONTROL
 GP0213
 GP0213  NGVD 29 (??/??/92) 1282.963  (m)         4209.19   (f) ADJ UNCH    1 2
 GP0213
 GP0213.Superseded values are not recommended for survey control.
 GP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0213.See file dsdata.txt to determine how the superseded data were derived.
 GP0213
 GP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF423639(NAD 83)
 GP0213_MARKER: DB = BENCH MARK DISK
 GP0213_SETTING: 66 = SET IN ROCK OUTCROP
 GP0213_SP_SET: ROCK OUTCROP
 GP0213_STAMPING: R 404 1962
 GP0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0213+STABILITY: POSITION/ELEVATION WELL
 GP0213
 GP0213  HISTORY     - Date     Condition        Report By
 GP0213  HISTORY     - 1962     MONUMENTED       CGS
 GP0213  HISTORY     - 1978     GOOD             USGS
 GP0213
 GP0213                          STATION DESCRIPTION
 GP0213
 GP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0213'6.2 MI N FROM BITTER SPRINGS.
 GP0213'ABOUT 6.2 MILES NORTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0213'STATION AT BITTER SPRINGS, 0.3 MILE NORTH OF HIGHWAY MILEPOST NUMBER
 GP0213'530, 286 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 GP0213'HIGHWAY BRIDGE, 85 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GP0213'8.0 FEET SOUTHEAST OF A ROCK CAIRN, ABOUT FLUSH WITH THE GROUND, AND
 GP0213'SET IN THE TOP OF A ROCK OUTCROP.
 GP0213
 GP0213                          STATION RECOVERY (1978)
 GP0213
 GP0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0213'CHANGE PRIMARY REFERENCE TO-- JCT. US HWY 89 AND ALT 89 NEAR BITTER
 GP0213'SPRINGS, 6.4 MILES N. OF ALONG ALT 89. CHEVRON STATION HAS BEEN
 GP0213'REMOVED. REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1199 ***********************************************************************
 DU1199  DESIGNATION -  R 405
 DU1199  PID         -  DU1199
 DU1199  STATE/COUNTY-  AZ/GILA
 DU1199  USGS QUAD   -  CHRYSOTILE (1966)
 DU1199
 DU1199                         *CURRENT SURVEY CONTROL
 DU1199  ___________________________________________________________________
 DU1199* NAD 83(1986)-  33 41 21.     (N)    110 34 13.     (W)     SCALED    
 DU1199* NAVD 88     -      1743.364  (meters)    5719.69   (feet)  ADJUSTED  
 DU1199  ___________________________________________________________________
 DU1199  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DU1199  DYNAMIC HT  -        1740.835 (meters)    5711.39  (feet)  COMP
 DU1199  MODELED GRAV-     979,123.5   (mgal)                       NAVD 88
 DU1199
 DU1199  VERT ORDER  -  FIRST     CLASS II
 DU1199
 DU1199.The horizontal coordinates were scaled from a topographic map and have
 DU1199.an estimated accuracy of +/- 6 seconds.
 DU1199
 DU1199.The orthometric height was determined by differential leveling
 DU1199.and adjusted in June 1991.
 DU1199
 DU1199.The geoid height was determined by GEOID03.
 DU1199
 DU1199.The dynamic height is computed by dividing the NAVD 88
 DU1199.geopotential number by the normal gravity value computed on the
 DU1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1199.degrees latitude (g = 980.6199 gals.).
 DU1199
 DU1199.The modeled gravity was interpolated from observed gravity values.
 DU1199
 DU1199;                    North         East    Units  Estimated Accuracy
 DU1199;SPC AZ E     -   298,250.      175,940.      MT  (+/- 180 meters Scaled)
 DU1199
 DU1199                          SUPERSEDED SURVEY CONTROL
 DU1199
 DU1199.No superseded survey control is available for this station.
 DU1199
 DU1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC398277(NAD 83)
 DU1199_MARKER: DB = BENCH MARK DISK
 DU1199_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1199+WITH SETTING: INFORMATION.
 DU1199_SP_SET: SHALLOW SET METAL ROD
 DU1199_STAMPING: R 405 1979
 DU1199_PROJECTION: FLUSH
 DU1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1199_ROD/PIPE-DEPTH: 1.52 meters
 DU1199
 DU1199  HISTORY     - Date     Condition        Report By
 DU1199  HISTORY     - 1979     MONUMENTED       NGS
 DU1199
 DU1199                          STATION DESCRIPTION
 DU1199
 DU1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1199'26.7 MI NE FROM GLOBE.
 DU1199'26.7 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1199'COURTHOUSE IN GLOBE, 0.1 MILE SOUTH OF MILE MARKER NUMBER 281, 52.7
 DU1199'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED
 DU1199'AT 5 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1199'THE MARK IS 2 FT  S FROM A WITNESS POST.
 DU1199'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0076 ***********************************************************************
 GP0076  DESIGNATION -  R 405
 GP0076  PID         -  GP0076
 GP0076  STATE/COUNTY-  AZ/COCONINO
 GP0076  USGS QUAD   -  PAGE (1985)
 GP0076
 GP0076                         *CURRENT SURVEY CONTROL
 GP0076  ___________________________________________________________________
 GP0076* NAD 83(1986)-  36 55 52.     (N)    111 26 33.     (W)     SCALED    
 GP0076* NAVD 88     -      1273.559  (meters)    4178.33   (feet)  ADJUSTED  
 GP0076  ___________________________________________________________________
 GP0076  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0076  DYNAMIC HT  -        1272.099 (meters)    4173.54  (feet)  COMP
 GP0076  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 GP0076
 GP0076  VERT ORDER  -  FIRST     CLASS II
 GP0076
 GP0076.The horizontal coordinates were scaled from a topographic map and have
 GP0076.an estimated accuracy of +/- 6 seconds.
 GP0076
 GP0076.The orthometric height was determined by differential leveling
 GP0076.and adjusted in June 1991.
 GP0076
 GP0076.The geoid height was determined by GEOID03.
 GP0076
 GP0076.The dynamic height is computed by dividing the NAVD 88
 GP0076.geopotential number by the normal gravity value computed on the
 GP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0076.degrees latitude (g = 980.6199 gals.).
 GP0076
 GP0076.The modeled gravity was interpolated from observed gravity values.
 GP0076
 GP0076;                    North         East    Units  Estimated Accuracy
 GP0076;SPC AZ C     -   657,930.      255,600.      MT  (+/- 180 meters Scaled)
 GP0076
 GP0076                          SUPERSEDED SURVEY CONTROL
 GP0076
 GP0076  NGVD 29 (??/??/92) 1272.669  (m)         4175.41   (f) ADJ UNCH    1 2
 GP0076
 GP0076.Superseded values are not recommended for survey control.
 GP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0076.See file dsdata.txt to determine how the superseded data were derived.
 GP0076
 GP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF605873(NAD 83)
 GP0076_MARKER: DB = BENCH MARK DISK
 GP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0076_STAMPING: R 405 1962
 GP0076_MARK LOGO: CGS   
 GP0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0076+STABILITY: SURFACE MOTION
 GP0076
 GP0076  HISTORY     - Date     Condition        Report By
 GP0076  HISTORY     - 1962     MONUMENTED       CGS
 GP0076  HISTORY     - 19951211 GOOD             CHANCE
 GP0076
 GP0076                          STATION DESCRIPTION
 GP0076
 GP0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0076'1.75 MI NE FROM PAGE.
 GP0076'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0076'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.5 MILE EAST ALONG
 GP0076'NINTH AVENUE.  THENCE 0.05 MILE NORTH ALONG P STREET TO THE COMBINED
 GP0076'ADMINISTRATION BUILDING AND HANGAR AT THE GLEN CANYON AIRPORT. THENCE
 GP0076'0.5 MILE NORTHWEST ALONG THE ASPHALT RUNWAY.  THENCE 0.2 MILE EAST
 GP0076'ALONG A GRAVELED RUNWAY.  THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY. OR
 GP0076'0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF NAVAJO
 GP0076'DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG NINTH
 GP0076'AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE NORTHWEST
 GP0076'CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST ALONG A
 GP0076'GRAVELED ROAD WHICH PARALLELS THE NORTH BOUNDARY OF THE AIRPORT TO THE
 GP0076'NORTHEAST CORNER OF THE AIRPORT.  THENCE 0.3 MILE NORTHEAST ACROSS
 GP0076'COUNTRY.  0.15 MILE SOUTHWEST OF THE NORTHEAST EDGE OF MANSON MESA,
 GP0076'2.8 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 GP0076'CONCRETE POST PROJECTING 7 INCHES.
 GP0076
 GP0076                          STATION RECOVERY (1995)
 GP0076
 GP0076'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 GP0076'RECOVERY NOTE BY CHANCE 1995  RECOVERED AS DESCRIBED AND IN GOOD
 GP0076'CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0443 ***********************************************************************
 DT0443  DESIGNATION -  R 406
 DT0443  PID         -  DT0443
 DT0443  STATE/COUNTY-  AZ/NAVAJO
 DT0443  USGS QUAD   -  WHITERIVER (1984)
 DT0443
 DT0443                         *CURRENT SURVEY CONTROL
 DT0443  ___________________________________________________________________
 DT0443* NAD 83(1986)-  33 49 59.     (N)    109 57 54.     (W)     SCALED    
 DT0443* NAVD 88     -      1593.961  (meters)    5229.52   (feet)  ADJUSTED  
 DT0443  ___________________________________________________________________
 DT0443  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 DT0443  DYNAMIC HT  -        1591.633 (meters)    5221.88  (feet)  COMP
 DT0443  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 DT0443
 DT0443  VERT ORDER  -  FIRST     CLASS II
 DT0443
 DT0443.The horizontal coordinates were scaled from a topographic map and have
 DT0443.an estimated accuracy of +/- 6 seconds.
 DT0443
 DT0443.The orthometric height was determined by differential leveling
 DT0443.and adjusted in June 1991.
 DT0443
 DT0443.The geoid height was determined by GEOID03.
 DT0443
 DT0443.The dynamic height is computed by dividing the NAVD 88
 DT0443.geopotential number by the normal gravity value computed on the
 DT0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0443.degrees latitude (g = 980.6199 gals.).
 DT0443
 DT0443.The modeled gravity was interpolated from observed gravity values.
 DT0443
 DT0443;                    North         East    Units  Estimated Accuracy
 DT0443;SPC AZ E     -   314,160.      232,030.      MT  (+/- 180 meters Scaled)
 DT0443
 DT0443                          SUPERSEDED SURVEY CONTROL
 DT0443
 DT0443.No superseded survey control is available for this station.
 DT0443
 DT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC957441(NAD 83)
 DT0443_MARKER: DB = BENCH MARK DISK
 DT0443_SETTING: 66 = SET IN ROCK OUTCROP
 DT0443_SP_SET: ROCK OUTCROP
 DT0443_STAMPING: R 406 1979
 DT0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0443+STABILITY: POSITION/ELEVATION WELL
 DT0443
 DT0443  HISTORY     - Date     Condition        Report By
 DT0443  HISTORY     - 1979     MONUMENTED       NGS
 DT0443
 DT0443                          STATION DESCRIPTION
 DT0443
 DT0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0443'0.2 MI SW FROM WHITERIVER.
 DT0443'0.2 MILE SOUTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0443'HEADQUARTERS IN WHITERIVER, 74.7 FEET SOUTHEAST OF THE CENTERLINE OF
 DT0443'THE HIGHWAY, 62.2 FEET NORTHEAST OF UTILITY POLE 3 10 WITH ONE GUY
 DT0443'WIRE AND 16.1 FEET SOUTH OF A 6-FOOT CHAIN LINK FENCE.
 DT0443'THE MARK IS 16.1 FT  ESE FROM A WITNESS POST.
 DT0443'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1244 ***********************************************************************
 DU1244  DESIGNATION -  R 407
 DU1244  PID         -  DU1244
 DU1244  STATE/COUNTY-  AZ/GILA
 DU1244  USGS QUAD   -  CONE BUTTE (1978)
 DU1244
 DU1244                         *CURRENT SURVEY CONTROL
 DU1244  ___________________________________________________________________
 DU1244* NAD 83(1986)-  33 49 24.     (N)    110 08 38.     (W)     SCALED    
 DU1244* NAVD 88     -      1623.804  (meters)    5327.43   (feet)  ADJUSTED  
 DU1244  ___________________________________________________________________
 DU1244  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DU1244  DYNAMIC HT  -        1621.458 (meters)    5319.73  (feet)  COMP
 DU1244  MODELED GRAV-     979,134.0   (mgal)                       NAVD 88
 DU1244
 DU1244  VERT ORDER  -  FIRST     CLASS II
 DU1244
 DU1244.The horizontal coordinates were scaled from a topographic map and have
 DU1244.an estimated accuracy of +/- 6 seconds.
 DU1244
 DU1244.The orthometric height was determined by differential leveling
 DU1244.and adjusted in June 1991.
 DU1244
 DU1244.The geoid height was determined by GEOID03.
 DU1244
 DU1244.The dynamic height is computed by dividing the NAVD 88
 DU1244.geopotential number by the normal gravity value computed on the
 DU1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1244.degrees latitude (g = 980.6199 gals.).
 DU1244
 DU1244.The modeled gravity was interpolated from observed gravity values.
 DU1244
 DU1244;                    North         East    Units  Estimated Accuracy
 DU1244;SPC AZ E     -   313,060.      215,470.      MT  (+/- 180 meters Scaled)
 DU1244
 DU1244                          SUPERSEDED SURVEY CONTROL
 DU1244
 DU1244.No superseded survey control is available for this station.
 DU1244
 DU1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC792428(NAD 83)
 DU1244_MARKER: DB = BENCH MARK DISK
 DU1244_SETTING: 66 = SET IN ROCK OUTCROP
 DU1244_SP_SET: ROCK OUTCROP
 DU1244_STAMPING: R 407 1979
 DU1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1244+STABILITY: POSITION/ELEVATION WELL
 DU1244
 DU1244  HISTORY     - Date     Condition        Report By
 DU1244  HISTORY     - 1979     MONUMENTED       NGS
 DU1244
 DU1244                          STATION DESCRIPTION
 DU1244
 DU1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1244'12.6 MI NW FROM WHITERIVER.
 DU1244'12.6 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1244'HEADQUARTERS IN WHITERIVER AND 29.9 FEET SOUTH OF THE CENTERLINE OF
 DU1244'THE HIGHWAY.
 DU1244'THE MARK IS 2.5 FT  W FROM A WITNESS POST.
 DU1244'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0384 ***********************************************************************
 ER0384  DESIGNATION -  R 408
 ER0384  PID         -  ER0384
 ER0384  STATE/COUNTY-  AZ/APACHE
 ER0384  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0384
 ER0384                         *CURRENT SURVEY CONTROL
 ER0384  ___________________________________________________________________
 ER0384* NAD 83(1986)-  34 05 23.     (N)    109 13 22.     (W)     SCALED    
 ER0384* NAVD 88     -      2278.808  (meters)    7476.39   (feet)  ADJUSTED  
 ER0384  ___________________________________________________________________
 ER0384  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ER0384  DYNAMIC HT  -        2275.203 (meters)    7464.56  (feet)  COMP
 ER0384  MODELED GRAV-     978,972.1   (mgal)                       NAVD 88
 ER0384
 ER0384  VERT ORDER  -  FIRST     CLASS II
 ER0384
 ER0384.The horizontal coordinates were scaled from a topographic map and have
 ER0384.an estimated accuracy of +/- 6 seconds.
 ER0384
 ER0384.The orthometric height was determined by differential leveling
 ER0384.and adjusted in June 1991.
 ER0384
 ER0384.The geoid height was determined by GEOID03.
 ER0384
 ER0384.The dynamic height is computed by dividing the NAVD 88
 ER0384.geopotential number by the normal gravity value computed on the
 ER0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0384.degrees latitude (g = 980.6199 gals.).
 ER0384
 ER0384.The modeled gravity was interpolated from observed gravity values.
 ER0384
 ER0384;                    North         East    Units  Estimated Accuracy
 ER0384;SPC AZ E     -   343,010.      300,460.      MT  (+/- 180 meters Scaled)
 ER0384
 ER0384                          SUPERSEDED SURVEY CONTROL
 ER0384
 ER0384.No superseded survey control is available for this station.
 ER0384
 ER0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC639735(NAD 83)
 ER0384_MARKER: I = METAL ROD
 ER0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0384_SP_SET: STAINLESS STEEL ROD
 ER0384_STAMPING: R 408 1980
 ER0384_PROJECTION: FLUSH
 ER0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0384_ROD/PIPE-DEPTH: 4.3  meters
 ER0384
 ER0384  HISTORY     - Date     Condition        Report By
 ER0384  HISTORY     - 1980     MONUMENTED       NGS
 ER0384
 ER0384                          STATION DESCRIPTION
 ER0384
 ER0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0384'9.0 KM SE FROM EAGAR.
 ER0384'9.0 KM (5.6 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0384'FROM THE POST OFFICE IN EAGAR, THENCE 0.6 KM (0.4 MI)
 ER0384'SOUTHEAST ALONG U.S. HIGHWAY 180, 0.7 KM (0.45 MI) NORTHWEST
 ER0384'OF MILE POST 406, AT THE JUNCTION OF COUNTY ROAD 128, 17.0 METERS
 ER0384'(55.8 FT) WEST OF THE CENTER OF THE ROAD, 11.5 METERS (37.7 FT)
 ER0384'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.3 METERS (7.6 FT) SOUTH
 ER0384'OF A FENCE CORNER AND 0.5 METERS (1.5 FT) EAST OF A FENCE, NOTE=
 ER0384'REFUSAL WAS REACHED AT 4.3 METERS (14.0 FT).  ACCESS TO THE
 ER0384'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0384'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 ER0384'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0477 ***********************************************************************
 DT0477  DESIGNATION -  R 409
 DT0477  PID         -  DT0477
 DT0477  STATE/COUNTY-  AZ/APACHE
 DT0477  USGS QUAD   -  LUNA LAKE (1991)
 DT0477
 DT0477                         *CURRENT SURVEY CONTROL
 DT0477  ___________________________________________________________________
 DT0477* NAD 83(1986)-  33 49 36.     (N)    109 05 45.     (W)     SCALED    
 DT0477* NAVD 88     -      2409.070  (meters)    7903.76   (feet)  ADJUSTED  
 DT0477  ___________________________________________________________________
 DT0477  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 DT0477  DYNAMIC HT  -        2405.128 (meters)    7890.82  (feet)  COMP
 DT0477  MODELED GRAV-     978,913.4   (mgal)                       NAVD 88
 DT0477
 DT0477  VERT ORDER  -  FIRST     CLASS II
 DT0477
 DT0477.The horizontal coordinates were scaled from a topographic map and have
 DT0477.an estimated accuracy of +/- 6 seconds.
 DT0477
 DT0477.The orthometric height was determined by differential leveling
 DT0477.and adjusted in June 1991.
 DT0477
 DT0477.The geoid height was determined by GEOID03.
 DT0477
 DT0477.The dynamic height is computed by dividing the NAVD 88
 DT0477.geopotential number by the normal gravity value computed on the
 DT0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0477.degrees latitude (g = 980.6199 gals.).
 DT0477
 DT0477.The modeled gravity was interpolated from observed gravity values.
 DT0477
 DT0477;                    North         East    Units  Estimated Accuracy
 DT0477;SPC AZ E     -   313,950.      312,480.      MT  (+/- 180 meters Scaled)
 DT0477
 DT0477                          SUPERSEDED SURVEY CONTROL
 DT0477
 DT0477.No superseded survey control is available for this station.
 DT0477
 DT0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC762445(NAD 83)
 DT0477_MARKER: I = METAL ROD
 DT0477_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0477+WITH SETTING: INFORMATION.
 DT0477_SP_SET: SHALLOW SET METAL ROD
 DT0477_STAMPING: R 409 1980
 DT0477_PROJECTION: FLUSH
 DT0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0477_ROD/PIPE-DEPTH: 1.0  meters
 DT0477
 DT0477  HISTORY     - Date     Condition        Report By
 DT0477  HISTORY     - 1980     MONUMENTED       NGS
 DT0477
 DT0477                          STATION DESCRIPTION
 DT0477
 DT0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0477'6.1 KM SE FROM ALPINE.
 DT0477'6.1 KM (3.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0477'POST OFFICE IN ALPINE, 0.5 KM (0.3 MI) SOUTHEAST OF A SIDE
 DT0477'ROAD LEADING SOUTH, 0.2 KM (0.1 MI) SOUTHEAST OF MILE POST
 DT0477'430, 30.0 METERS (98.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DT0477'9.1 METERS (29.9 FT) EAST OF THE CENTER OF A DIM TRACK ROAD LEADING
 DT0477'SOUTH AND 7.0 METERS (23.0 FT) EAST OF THE EAST GATE POST, NOTE=
 DT0477'REFUSAL WAS REACHED AT 1.0 METERS (3.0 FT).  ACCESS TO THE
 DT0477'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DT0477'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DT0477'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0195 ***********************************************************************
 ER0195  DESIGNATION -  R 41
 ER0195  PID         -  ER0195
 ER0195  STATE/COUNTY-  AZ/APACHE
 ER0195  USGS QUAD   -  EAGAR (1984)
 ER0195
 ER0195                         *CURRENT SURVEY CONTROL
 ER0195  ___________________________________________________________________
 ER0195* NAD 83(1986)-  34 06 39.     (N)    109 15 39.     (W)     SCALED    
 ER0195* NAVD 88     -      2171.543  (meters)    7124.47   (feet)  ADJUSTED  
 ER0195  ___________________________________________________________________
 ER0195  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ER0195  DYNAMIC HT  -        2168.156 (meters)    7113.36  (feet)  COMP
 ER0195  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 ER0195
 ER0195  VERT ORDER  -  FIRST     CLASS II
 ER0195
 ER0195.The horizontal coordinates were scaled from a topographic map and have
 ER0195.an estimated accuracy of +/- 6 seconds.
 ER0195
 ER0195.The orthometric height was determined by differential leveling
 ER0195.and adjusted in June 1991.
 ER0195.WARNING-Repeat measurements at this control monument indicate possible
 ER0195.vertical movement.
 ER0195
 ER0195.The geoid height was determined by GEOID03.
 ER0195
 ER0195.The dynamic height is computed by dividing the NAVD 88
 ER0195.geopotential number by the normal gravity value computed on the
 ER0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0195.degrees latitude (g = 980.6199 gals.).
 ER0195
 ER0195.The modeled gravity was interpolated from observed gravity values.
 ER0195
 ER0195;                    North         East    Units  Estimated Accuracy
 ER0195;SPC AZ E     -   345,320.      296,930.      MT  (+/- 180 meters Scaled)
 ER0195
 ER0195                          SUPERSEDED SURVEY CONTROL
 ER0195
 ER0195  NGVD 29 (??/??/92) 2170.541  (m)         7121.18   (f) ADJ UNCH    1 2
 ER0195
 ER0195.Superseded values are not recommended for survey control.
 ER0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0195.See file dsdata.txt to determine how the superseded data were derived.
 ER0195
 ER0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC604758(NAD 83)
 ER0195_MARKER: DB = BENCH MARK DISK
 ER0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0195_STAMPING: R 41 1934
 ER0195_PROJECTION: PROJECTING 13 CENTIMETERS
 ER0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0195+STABILITY: SURFACE MOTION
 ER0195
 ER0195  HISTORY     - Date     Condition        Report By
 ER0195  HISTORY     - 1934     MONUMENTED       CGS
 ER0195  HISTORY     - 1980     GOOD             NGS
 ER0195  HISTORY     - 20050729 GOOD             USPSQD
 ER0195
 ER0195                          STATION DESCRIPTION
 ER0195
 ER0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0195'1.8 MI E FROM EAGAR.
 ER0195'1.8 MILES EAST ALONG U.S. HIGHWAY 260 AND 666 FROM EAGAR, APACHE
 ER0195'COUNTY, AT THE JUNCTION WITH A BY-PASS ROAD LEADING TO U.S. HIGHWAY
 ER0195'60, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET WEST OF
 ER0195'THE CENTERLINE OF THE ROAD, AND 6 FEET WEST OF A FENCE CORNER.  A
 ER0195'STANDARD DISK, STAMPED R 41 1934 AND SET IN THE TOP OF A CONCRETE
 ER0195'POST.
 ER0195
 ER0195                          STATION RECOVERY (1980)
 ER0195
 ER0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0195'2.9 KM (1.8 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0195'FROM THE POST OFFICE IN EAGAR, 1.1 KM (0.7 MI) WEST OF THE
 ER0195'JUNCTION OF U.S. HIGHWAY 180, AT A PAVED ROAD LEADING NORTH, AT MILE
 ER0195'POST 402, 13.7 METERS (45.0 FT) NORTH OF THE CENTERLINE OF THE
 ER0195'HIGHWAY, 7.6 METERS ( 25.0 FT) WEST OF THE CENTER OF THE ROAD, 2.4
 ER0195'METERS (8.0 FT) SOUTHWEST OF A FENCE CORNER AND 0.9 METERS (3.0 FT)
 ER0195'SOUTH OF A FENCE.
 ER0195'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 ER0195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0195
 ER0195                          STATION RECOVERY (2005)
 ER0195
 ER0195'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0195'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0351 ***********************************************************************
 ER0351  DESIGNATION -  R 410
 ER0351  PID         -  ER0351
 ER0351  STATE/COUNTY-  AZ/APACHE
 ER0351  USGS QUAD   -  HORSESHOE CIENEGA (1985)
 ER0351
 ER0351                         *CURRENT SURVEY CONTROL
 ER0351  ___________________________________________________________________
 ER0351* NAD 83(1986)-  34 01 32.     (N)    109 39 04.     (W)     SCALED    
 ER0351* NAVD 88     -      2585.547  (meters)    8482.75   (feet)  ADJUSTED  
 ER0351  ___________________________________________________________________
 ER0351  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0351  DYNAMIC HT  -        2581.322 (meters)    8468.89  (feet)  COMP
 ER0351  MODELED GRAV-     978,907.7   (mgal)                       NAVD 88
 ER0351
 ER0351  VERT ORDER  -  FIRST     CLASS II
 ER0351
 ER0351.The horizontal coordinates were scaled from a topographic map and have
 ER0351.an estimated accuracy of +/- 6 seconds.
 ER0351
 ER0351.The orthometric height was determined by differential leveling
 ER0351.and adjusted in June 1991.
 ER0351
 ER0351.The geoid height was determined by GEOID03.
 ER0351
 ER0351.The dynamic height is computed by dividing the NAVD 88
 ER0351.geopotential number by the normal gravity value computed on the
 ER0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0351.degrees latitude (g = 980.6199 gals.).
 ER0351
 ER0351.The modeled gravity was interpolated from observed gravity values.
 ER0351
 ER0351;                    North         East    Units  Estimated Accuracy
 ER0351;SPC AZ E     -   335,610.      260,970.      MT  (+/- 180 meters Scaled)
 ER0351
 ER0351                          SUPERSEDED SURVEY CONTROL
 ER0351
 ER0351.No superseded survey control is available for this station.
 ER0351
 ER0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC245658(NAD 83)
 ER0351_MARKER: I = METAL ROD
 ER0351_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0351+WITH SETTING: INFORMATION.
 ER0351_SP_SET: SHALLOW SET METAL ROD
 ER0351_STAMPING: R 410 1980
 ER0351_PROJECTION: FLUSH
 ER0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0351_ROD/PIPE-DEPTH: 0.9  meters
 ER0351
 ER0351  HISTORY     - Date     Condition        Report By
 ER0351  HISTORY     - 1980     MONUMENTED       NGS
 ER0351
 ER0351                          STATION DESCRIPTION
 ER0351
 ER0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0351'20.9 KM EAST FROM MCNARY.
 ER0351'0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD FROM THE POST
 ER0351'OFFICE IN MCNARY, THENCE 20.8 KM (12.9 MI) EAST ALONG STATE
 ER0351'HIGHWAY 260, 0.7 KM (0.45 MI) EAST OF A SIDE ROAD LEADING
 ER0351'SOUTHEAST, 0.7 KM (0.45 MI) WEST OF MILE POST 374, 29.5
 ER0351'METERS (96.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METERS
 ER0351'NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 0.9 METERS (3.0 FT).
 ER0351'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0351'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 ER0351'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1018 ***********************************************************************
 DV1018  DESIGNATION -  R 413
 DV1018  PID         -  DV1018
 DV1018  STATE/COUNTY-  AZ/LA PAZ
 DV1018  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1018
 DV1018                         *CURRENT SURVEY CONTROL
 DV1018  ___________________________________________________________________
 DV1018* NAD 83(1986)-  33 36 28.     (N)    113 21 14.     (W)     SCALED    
 DV1018* NAVD 88     -       439.341  (meters)    1441.40   (feet)  ADJUSTED  
 DV1018  ___________________________________________________________________
 DV1018  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1018  DYNAMIC HT  -         438.823 (meters)    1439.71  (feet)  COMP
 DV1018  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 DV1018
 DV1018  VERT ORDER  -  FIRST     CLASS II
 DV1018
 DV1018.The horizontal coordinates were scaled from a topographic map and have
 DV1018.an estimated accuracy of +/- 6 seconds.
 DV1018
 DV1018.The orthometric height was determined by differential leveling
 DV1018.and adjusted in June 1991.
 DV1018
 DV1018.The geoid height was determined by GEOID03.
 DV1018
 DV1018.The dynamic height is computed by dividing the NAVD 88
 DV1018.geopotential number by the normal gravity value computed on the
 DV1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1018.degrees latitude (g = 980.6199 gals.).
 DV1018
 DV1018.The modeled gravity was interpolated from observed gravity values.
 DV1018
 DV1018;                    North         East    Units  Estimated Accuracy
 DV1018;SPC AZ W     -   289,230.      250,120.      MT  (+/- 180 meters Scaled)
 DV1018
 DV1018                          SUPERSEDED SURVEY CONTROL
 DV1018
 DV1018  NGVD 29 (??/??/92)  438.661  (m)         1439.17   (f) ADJ UNCH    1 2
 DV1018
 DV1018.Superseded values are not recommended for survey control.
 DV1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1018.See file dsdata.txt to determine how the superseded data were derived.
 DV1018
 DV1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC816211(NAD 83)
 DV1018_MARKER: DB = BENCH MARK DISK
 DV1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1018_STAMPING: R 413 1962
 DV1018_MARK LOGO: CGS   
 DV1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1018+STABILITY: SURFACE MOTION
 DV1018
 DV1018  HISTORY     - Date     Condition        Report By
 DV1018  HISTORY     - 1962     MONUMENTED       CGS
 DV1018  HISTORY     - 1981     GOOD             NGS
 DV1018  HISTORY     - 20060519 MARK NOT FOUND   GEOCAC
 DV1018
 DV1018                          STATION DESCRIPTION
 DV1018
 DV1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1018'20.4 MI SE FROM SALOME.
 DV1018'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1018'AT SALOME, THENCE 1.9 MILES SOUTH ALONG A BLADED ROAD, 15 FEET WEST OF
 DV1018'THE CENTER OF THE BLADED ROAD, 1.9 FEET NORTHWEST OF A METAL WITNESS
 DV1018'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1018
 DV1018                          STATION RECOVERY (1981)
 DV1018
 DV1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1018'RECOVERED IN GOOD CONDITION.
 DV1018
 DV1018                          STATION RECOVERY (2006)
 DV1018
 DV1018'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1018'DID NOT LOCATE THE WITNESS POST AND THE BLADED ROAD, WHICH IS AVENUE
 DV1018'75, IS APPROXIMATELY 55 FEET WIDE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1024 ***********************************************************************
 DU1024  DESIGNATION -  R 414
 DU1024  PID         -  DU1024
 DU1024  STATE/COUNTY-  AZ/PINAL
 DU1024  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1024
 DU1024                         *CURRENT SURVEY CONTROL
 DU1024  ___________________________________________________________________
 DU1024* NAD 83(1986)-  33 07 02.     (N)    111 50 26.     (W)     SCALED    
 DU1024* NAVD 88     -       370.26   (+/-2cm)    1214.8    (feet)  VERTCON   
 DU1024  ___________________________________________________________________
 DU1024  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DU1024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1024
 DU1024.The horizontal coordinates were scaled from a topographic map and have
 DU1024.an estimated accuracy of +/- 6 seconds.
 DU1024
 DU1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1024.The vertical order pertains to the NGVD 29 superseded value.
 DU1024
 DU1024.The geoid height was determined by GEOID03.
 DU1024
 DU1024;                    North         East    Units  Estimated Accuracy
 DU1024;SPC AZ C     -   234,750.      220,460.      MT  (+/- 180 meters Scaled)
 DU1024
 DU1024                          SUPERSEDED SURVEY CONTROL
 DU1024
 DU1024  NGVD 29 (??/??/92)  369.788  (m)         1213.21   (f) ADJ UNCH    2 0
 DU1024
 DU1024.Superseded values are not recommended for survey control.
 DU1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1024.See file dsdata.txt to determine how the superseded data were derived.
 DU1024
 DU1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215645(NAD 83)
 DU1024_MARKER: DB = BENCH MARK DISK
 DU1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1024_STAMPING: R 414 1962
 DU1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1024+STABILITY: SURFACE MOTION
 DU1024
 DU1024  HISTORY     - Date     Condition        Report By
 DU1024  HISTORY     - 1962     MONUMENTED       CGS
 DU1024
 DU1024                          STATION DESCRIPTION
 DU1024
 DU1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1024'2.5 MI E FROM CASA BLANCA.
 DU1024'2.5 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1024'SCHOOL, ABOUT 0.05 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 93, AND
 DU1024'IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DU1024'45 FEET  NORTH OF THE CENTER OF THE ROAD, 3.1 FEET SOUTHWEST OF A
 DU1024'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DU1024'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1025 ***********************************************************************
 DU1025  DESIGNATION -  R 414 RESET
 DU1025  PID         -  DU1025
 DU1025  STATE/COUNTY-  AZ/PINAL
 DU1025  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1025
 DU1025                         *CURRENT SURVEY CONTROL
 DU1025  ___________________________________________________________________
 DU1025* NAD 83(1986)-  33 07 02.     (N)    111 50 26.     (W)     SCALED    
 DU1025* NAVD 88     -       370.72   (+/-2cm)    1216.3    (feet)  VERTCON   
 DU1025  ___________________________________________________________________
 DU1025  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DU1025  VERT ORDER  -  THIRD (See Below)
 DU1025
 DU1025.The horizontal coordinates were scaled from a topographic map and have
 DU1025.an estimated accuracy of +/- 6 seconds.
 DU1025
 DU1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1025.The vertical order pertains to the NGVD 29 superseded value.
 DU1025
 DU1025.The geoid height was determined by GEOID03.
 DU1025
 DU1025;                    North         East    Units  Estimated Accuracy
 DU1025;SPC AZ C     -   234,750.      220,460.      MT  (+/- 180 meters Scaled)
 DU1025
 DU1025                          SUPERSEDED SURVEY CONTROL
 DU1025
 DU1025  NGVD 29 (03/28/06)  370.24   (m)         1214.7    (f) RESET       3  
 DU1025
 DU1025.Superseded values are not recommended for survey control.
 DU1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1025.See file dsdata.txt to determine how the superseded data were derived.
 DU1025
 DU1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215645(NAD 83)
 DU1025_MARKER: DB = BENCH MARK DISK
 DU1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1025_STAMPING: R 414 RESET 1975
 DU1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1025+STABILITY: SURFACE MOTION
 DU1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1025+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2007
 DU1025
 DU1025  HISTORY     - Date     Condition        Report By
 DU1025  HISTORY     - 1975     MONUMENTED       AZHD
 DU1025  HISTORY     - 20070314 GOOD             GEOCAC
 DU1025
 DU1025                          STATION DESCRIPTION
 DU1025
 DU1025'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1975
 DU1025'2.5 MI E FROM CASA BLANCA.
 DU1025'FROM MILEPOST 176, I-10, WEST ON THE INTERSTATE FOR 0.1 MILES AND TO
 DU1025'THE STATION ON THE LEFT.  1.0 FT. WEST OF THE EAST R/W FENCE LINE. 300
 DU1025'FT. SOUTHERLY OF CASA BLANCA ROAD.  MARKED BY A P AND M SURVEY SIGN.
 DU1025
 DU1025                          STATION RECOVERY (2007)
 DU1025
 DU1025'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0855 ***********************************************************************
 DV0855  DESIGNATION -  R 415 66
 DV0855  PID         -  DV0855
 DV0855  STATE/COUNTY-  AZ/MARICOPA
 DV0855  USGS QUAD   -  TONOPAH (1984)
 DV0855
 DV0855                         *CURRENT SURVEY CONTROL
 DV0855  ___________________________________________________________________
 DV0855* NAD 83(1986)-  33 29 06.     (N)    112 53 06.     (W)     SCALED    
 DV0855* NAVD 88     -       334.92   (+/-2cm)    1098.8    (feet)  VERTCON   
 DV0855  ___________________________________________________________________
 DV0855  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0855
 DV0855.The horizontal coordinates were scaled from a topographic map and have
 DV0855.an estimated accuracy of +/- 6 seconds.
 DV0855
 DV0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0855.The vertical order pertains to the NGVD 29 superseded value.
 DV0855
 DV0855.The geoid height was determined by GEOID03.
 DV0855
 DV0855;                    North         East    Units  Estimated Accuracy
 DV0855;SPC AZ C     -   275,960.      123,370.      MT  (+/- 180 meters Scaled)
 DV0855
 DV0855                          SUPERSEDED SURVEY CONTROL
 DV0855
 DV0855  NGVD 29 (??/??/92)  334.304  (m)         1096.80   (f) ADJ UNCH    2 0
 DV0855
 DV0855.Superseded values are not recommended for survey control.
 DV0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0855.See file dsdata.txt to determine how the superseded data were derived.
 DV0855
 DV0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC248066(NAD 83)
 DV0855_MARKER: DB = BENCH MARK DISK
 DV0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0855_STAMPING: R 415 66 1962
 DV0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0855+STABILITY: SURFACE MOTION
 DV0855
 DV0855  HISTORY     - Date     Condition        Report By
 DV0855  HISTORY     - 1962     MONUMENTED       CGS
 DV0855
 DV0855                          STATION DESCRIPTION
 DV0855
 DV0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0855'3.8 MI SE FROM TONOPAH.
 DV0855'3.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0855'THENCE 0.6 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.05 MILE
 DV0855'EAST-SOUTHEAST AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV0855'INTERSTATE HIGHWAY 10, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, AND
 DV0855'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0935 ***********************************************************************
 DU0935  DESIGNATION -  R 416
 DU0935  PID         -  DU0935
 DU0935  STATE/COUNTY-  AZ/MARICOPA
 DU0935  USGS QUAD   -  MESA (1982)
 DU0935
 DU0935                         *CURRENT SURVEY CONTROL
 DU0935  ___________________________________________________________________
 DU0935* NAD 83(1986)-  33 28 21.     (N)    111 50 18.     (W)     SCALED    
 DU0935* NAVD 88     -       373.69   (+/-2cm)    1226.0    (feet)  VERTCON   
 DU0935  ___________________________________________________________________
 DU0935  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0935
 DU0935.The horizontal coordinates were scaled from a topographic map and have
 DU0935.an estimated accuracy of +/- 6 seconds.
 DU0935
 DU0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0935.The vertical order pertains to the NGVD 29 superseded value.
 DU0935
 DU0935.The geoid height was determined by GEOID03.
 DU0935
 DU0935;                    North         East    Units  Estimated Accuracy
 DU0935;SPC AZ C     -   274,150.      220,640.      MT  (+/- 180 meters Scaled)
 DU0935
 DU0935                          SUPERSEDED SURVEY CONTROL
 DU0935
 DU0935  NGVD 29 (??/??/92)  373.128  (m)         1224.17   (f) ADJ UNCH    2 0
 DU0935
 DU0935.Superseded values are not recommended for survey control.
 DU0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0935.See file dsdata.txt to determine how the superseded data were derived.
 DU0935
 DU0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC221039(NAD 83)
 DU0935_MARKER: DB = BENCH MARK DISK
 DU0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0935_STAMPING: R 416 1963
 DU0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0935+STABILITY: SURFACE MOTION
 DU0935
 DU0935  HISTORY     - Date     Condition        Report By
 DU0935  HISTORY     - 1963     MONUMENTED       CGS
 DU0935  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU0935
 DU0935                          STATION DESCRIPTION
 DU0935
 DU0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0935'5.5 MI NE FROM SCOTTSDALE.
 DU0935'4.7 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0935'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 0.8 MILE
 DU0935'NORTHEAST ALONG STATE HIGHWAY 87 (BEELINE HIGHWAY), TO THE JUNCTION OF
 DU0935'A BLACK TOP ROAD EAST, AND A DIRT ROAD WEST, 101 FEET SOUTHWEST OF THE
 DU0935'CENTER OF THE HIGHWAY, 56 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 DU0935'1.7 FEET NORTHEAST OF A FENCE, 2.7 FEET SOUTHEAST OF A METAL WITNESS
 DU0935'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN TOP OF A
 DU0935'CONCRETE POST PROJECTING 3 INCHES.
 DU0935
 DU0935                          STATION RECOVERY (2007)
 DU0935
 DU0935'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0935'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. A DRAINAGE DITCH
 DU0935'HAS BEEN DUG IN THE IMMEDIATE VICINITY. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1486 ***********************************************************************
 CZ1486  DESIGNATION -  R 418
 CZ1486  PID         -  CZ1486
 CZ1486  STATE/COUNTY-  AZ/COCHISE
 CZ1486  USGS QUAD   -  DRAGOON (1995)
 CZ1486
 CZ1486                         *CURRENT SURVEY CONTROL
 CZ1486  ___________________________________________________________________
 CZ1486* NAD 83(1986)-  32 04 04.     (N)    110 04 10.     (W)     SCALED    
 CZ1486* NAVD 88     -      1499.545  (meters)    4919.76   (feet)  ADJUSTED  
 CZ1486  ___________________________________________________________________
 CZ1486  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CZ1486  DYNAMIC HT  -        1497.229 (meters)    4912.16  (feet)  COMP
 CZ1486  MODELED GRAV-     979,041.7   (mgal)                       NAVD 88
 CZ1486
 CZ1486  VERT ORDER  -  FIRST     CLASS II
 CZ1486
 CZ1486.The horizontal coordinates were scaled from a topographic map and have
 CZ1486.an estimated accuracy of +/- 6 seconds.
 CZ1486
 CZ1486.The orthometric height was determined by differential leveling
 CZ1486.and adjusted in June 1991.
 CZ1486
 CZ1486.The geoid height was determined by GEOID03.
 CZ1486
 CZ1486.The dynamic height is computed by dividing the NAVD 88
 CZ1486.geopotential number by the normal gravity value computed on the
 CZ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1486.degrees latitude (g = 980.6199 gals.).
 CZ1486
 CZ1486.The modeled gravity was interpolated from observed gravity values.
 CZ1486
 CZ1486;                    North         East    Units  Estimated Accuracy
 CZ1486;SPC AZ E     -   118,390.      222,540.      MT  (+/- 180 meters Scaled)
 CZ1486
 CZ1486                          SUPERSEDED SURVEY CONTROL
 CZ1486
 CZ1486.No superseded survey control is available for this station.
 CZ1486
 CZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA878483(NAD 83)
 CZ1486_MARKER: DB = BENCH MARK DISK
 CZ1486_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1486_SP_SET: ROCK OUTCROP
 CZ1486_STAMPING: R 418 1979
 CZ1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1486+STABILITY: POSITION/ELEVATION WELL
 CZ1486
 CZ1486  HISTORY     - Date     Condition        Report By
 CZ1486  HISTORY     - 1979     MONUMENTED       NGS
 CZ1486
 CZ1486                          STATION DESCRIPTION
 CZ1486
 CZ1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1486'27.0 KM NE FROM BENSON.
 CZ1486'27.0 KILOMETERS (16.8 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1486'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.6 KILOMETER (0.4 MILE)
 CZ1486'NORTHEAST OF TEXAS SUMMIT TRIANGULATION STATION, 0.2 KILOMETER
 CZ1486'(0.15 MILE) NORTHEAST OF MILE POST 321, IN TOP OF A FLAT GRANITE
 CZ1486'OUTCROP FLUSH WITH THE GROUND, 13.7 METERS (45 FEET) NORTHWEST OF THE
 CZ1486'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 31.4 METERS (103 FEET) SOUTH
 CZ1486'OF A BRACED 5-CENTIMETER ANGLE IRON FENCE POST, 18 METERS (59 FEET)
 CZ1486'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE AND 6.8 METERS (22.4
 CZ1486'FEET) WEST OF THE SOUTHWEST END OF AN L-SHAPED HEADWALL OF A 0.8-
 CZ1486'METER METAL PIPE CULVERT.
 CZ1486'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 CZ1486'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0861 ***********************************************************************
 CG0861  DESIGNATION -  R 419
 CG0861  PID         -  CG0861
 CG0861  STATE/COUNTY-  AZ/PIMA
 CG0861  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0861
 CG0861                         *CURRENT SURVEY CONTROL
 CG0861  ___________________________________________________________________
 CG0861* NAD 83(1986)-  31 48 45.     (N)    111 00 32.     (W)     SCALED    
 CG0861* NAVD 88     -       899.176  (meters)    2950.05   (feet)  ADJUSTED  
 CG0861  ___________________________________________________________________
 CG0861  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0861  DYNAMIC HT  -         897.859 (meters)    2945.73  (feet)  COMP
 CG0861  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 CG0861
 CG0861  VERT ORDER  -  FIRST     CLASS II
 CG0861
 CG0861.The horizontal coordinates were scaled from a topographic map and have
 CG0861.an estimated accuracy of +/- 6 seconds.
 CG0861
 CG0861.The orthometric height was determined by differential leveling
 CG0861.and adjusted in June 1991.
 CG0861
 CG0861.The geoid height was determined by GEOID03.
 CG0861
 CG0861.The dynamic height is computed by dividing the NAVD 88
 CG0861.geopotential number by the normal gravity value computed on the
 CG0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0861.degrees latitude (g = 980.6199 gals.).
 CG0861
 CG0861.The modeled gravity was interpolated from observed gravity values.
 CG0861
 CG0861;                    North         East    Units  Estimated Accuracy
 CG0861;SPC AZ C     -    90,440.      299,310.      MT  (+/- 180 meters Scaled)
 CG0861
 CG0861                          SUPERSEDED SURVEY CONTROL
 CG0861
 CG0861.No superseded survey control is available for this station.
 CG0861
 CG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA991196(NAD 83)
 CG0861_MARKER: DB = BENCH MARK DISK
 CG0861_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0861_SP_SET: RETAINING WALL
 CG0861_STAMPING: R 419 1980
 CG0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0861+STABILITY: SURFACE MOTION
 CG0861
 CG0861  HISTORY     - Date     Condition        Report By
 CG0861  HISTORY     - 1980     MONUMENTED       NGS
 CG0861  HISTORY     - 19950302 GOOD             USPSQD
 CG0861  HISTORY     - 20020414 GOOD             USPSQD
 CG0861
 CG0861                          STATION DESCRIPTION
 CG0861
 CG0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0861'4.5 KM SOUTH FROM CONTINENTAL.
 CG0861'4.5 KILOMETERS (2.85 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0861'FROM THE CONTINENTAL ROAD UNDERPASS AT CONTINENTAL, 0.2
 CG0861'KILOMETER (0.1 MILE) SOUTH OF A POWER LINE CROSSING, BETWEEN
 CG0861'THE SOUTH BOUND TRAFFIC LANE AND THE WEST FRONTAGE ROAD,SET IN
 CG0861'THE NORTHEAST CORNER OF A 0.6 METER BY 1.9 METERS (2X6.5 FEET)
 CG0861'CONCRETE GRATE DRAIN,
 CG0861'34.0 METERS (111.5 FEET) NORTH NORTHWEST OF KILOMETER POST
 CG0861'59, 12.7 METERS (41.7 FEET) WEST OF THE CENTERLINE OF THE SOUTH
 CG0861'BOUND TRAFFIC LANE, 4.8 METERS (15.7 FEET) EAST OF A FENCE.
 CG0861'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 CG0861
 CG0861                          STATION RECOVERY (1995)
 CG0861
 CG0861'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0861'RECOVERED IN GOOD CONDITION.
 CG0861
 CG0861                          STATION RECOVERY (2002)
 CG0861
 CG0861'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0212 ***********************************************************************
 CF0212  DESIGNATION -  R 420
 CF0212  PID         -  CF0212
 CF0212  STATE/COUNTY-  AZ/COCHISE
 CF0212  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0212
 CF0212                         *CURRENT SURVEY CONTROL
 CF0212  ___________________________________________________________________
 CF0212* NAD 83(1986)-  31 52 00.     (N)    109 41 42.     (W)     SCALED    
 CF0212* NAVD 88     -      1305.269  (meters)    4282.37   (feet)  ADJUSTED  
 CF0212  ___________________________________________________________________
 CF0212  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CF0212  DYNAMIC HT  -        1303.264 (meters)    4275.79  (feet)  COMP
 CF0212  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 CF0212
 CF0212  VERT ORDER  -  FIRST     CLASS II
 CF0212
 CF0212.The horizontal coordinates were scaled from a topographic map and have
 CF0212.an estimated accuracy of +/- 6 seconds.
 CF0212
 CF0212.The orthometric height was determined by differential leveling
 CF0212.and adjusted in June 1991.
 CF0212
 CF0212.The geoid height was determined by GEOID03.
 CF0212
 CF0212.The dynamic height is computed by dividing the NAVD 88
 CF0212.geopotential number by the normal gravity value computed on the
 CF0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0212.degrees latitude (g = 980.6199 gals.).
 CF0212
 CF0212.The modeled gravity was interpolated from observed gravity values.
 CF0212
 CF0212;                    North         East    Units  Estimated Accuracy
 CF0212;SPC AZ E     -    96,180.      257,990.      MT  (+/- 180 meters Scaled)
 CF0212
 CF0212                          SUPERSEDED SURVEY CONTROL
 CF0212
 CF0212.No superseded survey control is available for this station.
 CF0212
 CF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA234263(NAD 83)
 CF0212_MARKER: DB = BENCH MARK DISK
 CF0212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0212_SP_SET: STAINLESS STEEL ROD
 CF0212_STAMPING: R 420 1980
 CF0212_PROJECTION: FLUSH
 CF0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0212_ROD/PIPE-DEPTH: 3.9  meters
 CF0212
 CF0212  HISTORY     - Date     Condition        Report By
 CF0212  HISTORY     - 1980     MONUMENTED       NGS
 CF0212
 CF0212                          STATION DESCRIPTION
 CF0212
 CF0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0212'17.7 KM SE FROM PEARCE.
 CF0212'17.7 KILOMETERS (11.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0212'FROM THE POST OFFICE IN PEARCE, 1.85 KILOMETERS (1.15 MILES)
 CF0212'SOUTH OF THE JUNCTION WITH STATE HIGHWAY 181, 15.2 METERS (50 FEET)
 CF0212'WEST OF THE CENTERLINE OF THE HIGHWAY, 23.9 METERS (78.5 FEET)
 CF0212'SOUTHWEST OF MILEPOST 37, 1.4 METERS (4.5 FEET) EAST OF POWER
 CF0212'POLE NUMBER MREA 235, 0.3 METER (1 FEET) EAST OF THE RIGHT-OF-
 CF0212'WAY FENCE.
 CF0212'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0212'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0239 ***********************************************************************
 CF0239  DESIGNATION -  R 421
 CF0239  PID         -  CF0239
 CF0239  STATE/COUNTY-  AZ/COCHISE
 CF0239  USGS QUAD   -  DOUBLE ADOBE (1976)
 CF0239
 CF0239                         *CURRENT SURVEY CONTROL
 CF0239  ___________________________________________________________________
 CF0239* NAD 83(1986)-  31 29 07.     (N)    109 37 38.     (W)     SCALED    
 CF0239* NAVD 88     -      1252.140  (meters)    4108.06   (feet)  ADJUSTED  
 CF0239  ___________________________________________________________________
 CF0239  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0239  DYNAMIC HT  -        1250.193 (meters)    4101.67  (feet)  COMP
 CF0239  MODELED GRAV-     979,041.8   (mgal)                       NAVD 88
 CF0239
 CF0239  VERT ORDER  -  FIRST     CLASS II
 CF0239
 CF0239.The horizontal coordinates were scaled from a topographic map and have
 CF0239.an estimated accuracy of +/- 6 seconds.
 CF0239
 CF0239.The orthometric height was determined by differential leveling
 CF0239.and adjusted in June 1991.
 CF0239
 CF0239.The geoid height was determined by GEOID03.
 CF0239
 CF0239.The dynamic height is computed by dividing the NAVD 88
 CF0239.geopotential number by the normal gravity value computed on the
 CF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0239.degrees latitude (g = 980.6199 gals.).
 CF0239
 CF0239.The modeled gravity was interpolated from observed gravity values.
 CF0239
 CF0239;                    North         East    Units  Estimated Accuracy
 CF0239;SPC AZ E     -    53,930.      264,610.      MT  (+/- 180 meters Scaled)
 CF0239
 CF0239                          SUPERSEDED SURVEY CONTROL
 CF0239
 CF0239.No superseded survey control is available for this station.
 CF0239
 CF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV303842(NAD 83)
 CF0239_MARKER: DB = BENCH MARK DISK
 CF0239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0239_SP_SET: STAINLESS STEEL ROD
 CF0239_STAMPING: R 421 1980
 CF0239_PROJECTION: FLUSH
 CF0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0239_ROD/PIPE-DEPTH: 3.0  meters
 CF0239
 CF0239  HISTORY     - Date     Condition        Report By
 CF0239  HISTORY     - 1980     MONUMENTED       NGS
 CF0239
 CF0239                          STATION DESCRIPTION
 CF0239
 CF0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0239'13.7 KM SE FROM MCNEAL.
 CF0239'13.7 KILOMETERS (8.55 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0239'FROM THE POST OFFICE IN MCNEAL, 0.2 KILOMETER (0.1 MILE)
 CF0239'SOUTHEAST OF A CONCRETE HIGHWAY CULVERT, 30.2 METERS (99 FEET)
 CF0239'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47.7 METERS
 CF0239'(156.6 FEET) SOUTHWEST OF HIGHWAY MILEPOST 10, 9.9 METERS
 CF0239'(32.5 FEET) NORTHWEST OF THE CENTER OF A DIRT TRACK ROAD AND
 CF0239'METAL GATE, 0.3 METER (1 FOOT) NORTHEAST OF THE RIGHT-OF-WAY
 CF0239'FENCE.
 CF0239'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0239'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1417 ***********************************************************************
 CZ1417  DESIGNATION -  R 423
 CZ1417  PID         -  CZ1417
 CZ1417  STATE/COUNTY-  AZ/PIMA
 CZ1417  USGS QUAD   -  JAYNES (1992)
 CZ1417
 CZ1417                         *CURRENT SURVEY CONTROL
 CZ1417  ___________________________________________________________________
 CZ1417* NAD 83(1986)-  32 16 22.     (N)    111 00 38.     (W)     SCALED    
 CZ1417* NAVD 88     -       696.927  (meters)    2286.50   (feet)  ADJUSTED  
 CZ1417  ___________________________________________________________________
 CZ1417  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1417  DYNAMIC HT  -         695.979 (meters)    2283.39  (feet)  COMP
 CZ1417  MODELED GRAV-     979,256.9   (mgal)                       NAVD 88
 CZ1417  OBS GRAVITY -     979,257.9   (mgal)                       GRAV_OBS
 CZ1417
 CZ1417  VERT ORDER  -  FIRST     CLASS II
 CZ1417
 CZ1417.The horizontal coordinates were scaled from a topographic map and have
 CZ1417.an estimated accuracy of +/- 6 seconds.
 CZ1417
 CZ1417.The orthometric height was determined by differential leveling
 CZ1417.and adjusted in June 1991.
 CZ1417
 CZ1417.The geoid height was determined by GEOID03.
 CZ1417
 CZ1417.The dynamic height is computed by dividing the NAVD 88
 CZ1417.geopotential number by the normal gravity value computed on the
 CZ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1417.degrees latitude (g = 980.6199 gals.).
 CZ1417
 CZ1417.The modeled gravity was interpolated from observed gravity values.
 CZ1417.The observed gravity was obtained from relative gravimeter ties
 CZ1417.to the IGSN71 gravity network.
 CZ1417
 CZ1417;                    North         East    Units  Estimated Accuracy
 CZ1417;SPC AZ C     -   141,470.      298,720.      MT  (+/- 180 meters Scaled)
 CZ1417
 CZ1417                          SUPERSEDED SURVEY CONTROL
 CZ1417
 CZ1417.No superseded survey control is available for this station.
 CZ1417
 CZ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA990706(NAD 83)
 CZ1417_MARKER: DB = BENCH MARK DISK
 CZ1417_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1417_SP_SET: OVERPASS PIER
 CZ1417_STAMPING: R 423 1980
 CZ1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1417
 CZ1417  HISTORY     - Date     Condition        Report By
 CZ1417  HISTORY     - 1980     MONUMENTED       NGS
 CZ1417  HISTORY     - 19960522 GOOD             USPSQD
 CZ1417  HISTORY     - 19970309 GOOD             USPSQD
 CZ1417  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1417
 CZ1417                          STATION DESCRIPTION
 CZ1417
 CZ1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1417'6.9 KM NW FROM TUCSON.
 CZ1417'6.9 KILOMETERS (4.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1417'RAILROAD FROM THE STATION AT TUCSON, AT THE INTERSTATE HIGHWAY 10
 CZ1417'OVERPASS OVER PRINCE ROAD, SET VERTICALLY IN THE NORTHEAST FACE OF
 CZ1417'THE NORTHEASTERNMOST PIER OF 4 PIERS IN THE NORTHWEST ROW OF PIERS
 CZ1417'FOR THE NORTHBOUND TRAFFIC LANE, 43 METERS (141 FEET) SOUTHWEST OF
 CZ1417'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS AND 1.6 METERS (5.1 FEET)
 CZ1417'ABOVE THE GROUND.
 CZ1417'THE MARK IS 1.5 M ABOVE PRINCE ROAD.
 CZ1417
 CZ1417                          STATION RECOVERY (1996)
 CZ1417
 CZ1417'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1417'RECOVERED IN GOOD CONDITION.
 CZ1417
 CZ1417                          STATION RECOVERY (1997)
 CZ1417
 CZ1417'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1417'RECOVERED IN GOOD CONDITION.
 CZ1417
 CZ1417                          STATION RECOVERY (2007)
 CZ1417
 CZ1417'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1459 ***********************************************************************
 CZ1459  DESIGNATION -  R 424
 CZ1459  PID         -  CZ1459
 CZ1459  STATE/COUNTY-  AZ/PINAL
 CZ1459  USGS QUAD   -  NEWMAN PEAK (1981)
 CZ1459
 CZ1459                         *CURRENT SURVEY CONTROL
 CZ1459  ___________________________________________________________________
 CZ1459* NAD 83(1986)-  32 40 36.     (N)    111 26 07.     (W)     SCALED    
 CZ1459* NAVD 88     -       523.694  (meters)    1718.15   (feet)  ADJUSTED  
 CZ1459  ___________________________________________________________________
 CZ1459  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ1459  DYNAMIC HT  -         523.030 (meters)    1715.97  (feet)  COMP
 CZ1459  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 CZ1459
 CZ1459  VERT ORDER  -  FIRST     CLASS II
 CZ1459
 CZ1459.The horizontal coordinates were scaled from a topographic map and have
 CZ1459.an estimated accuracy of +/- 6 seconds.
 CZ1459
 CZ1459.The orthometric height was determined by differential leveling
 CZ1459.and adjusted in November 1993.
 CZ1459
 CZ1459.The geoid height was determined by GEOID03.
 CZ1459
 CZ1459.The dynamic height is computed by dividing the NAVD 88
 CZ1459.geopotential number by the normal gravity value computed on the
 CZ1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1459.degrees latitude (g = 980.6199 gals.).
 CZ1459
 CZ1459.The modeled gravity was interpolated from observed gravity values.
 CZ1459
 CZ1459;                    North         East    Units  Estimated Accuracy
 CZ1459;SPC AZ C     -   186,000.      258,510.      MT  (+/- 180 meters Scaled)
 CZ1459
 CZ1459                          SUPERSEDED SURVEY CONTROL
 CZ1459
 CZ1459  NAVD 88 (06/15/91)  523.833  (m)         1718.61   (f) UNKNOWN     1 2
 CZ1459
 CZ1459.Superseded values are not recommended for survey control.
 CZ1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1459.See file dsdata.txt to determine how the superseded data were derived.
 CZ1459
 CZ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB591155(NAD 83)
 CZ1459_MARKER: DV = VERTICAL CONTROL DISK
 CZ1459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1459_SP_SET: STAINLESS STEEL ROD
 CZ1459_STAMPING: R 424 1980
 CZ1459_MARK LOGO: NGS   
 CZ1459_PROJECTION: FLUSH
 CZ1459_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1459+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1459_ROD/PIPE-DEPTH: 7    meters
 CZ1459
 CZ1459  HISTORY     - Date     Condition        Report By
 CZ1459  HISTORY     - 1980     MONUMENTED       NGS
 CZ1459  HISTORY     - 1981     GOOD             NGS
 CZ1459  HISTORY     - 1981     GOOD             NGS
 CZ1459  HISTORY     - 1984     GOOD             NGS
 CZ1459  HISTORY     - 19911205 GOOD             NGS
 CZ1459
 CZ1459                          STATION DESCRIPTION
 CZ1459
 CZ1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1459'37.4 KM SE FROM CASA GRANDE.
 CZ1459'THE MARK IS 1.2 M BELOW THE TRACKS.
 CZ1459'37.4 KILOMETERS (23.25 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1459'RAILROAD FROM THE STATION AT CASA GRANDE, 0.3 KILOMETER (0.2 MILE)
 CZ1459'NORTHWEST OF THE CENTER OF A REST AREA FOR THE EASTBOUND TRAFFIC
 CZ1459'LANE OF INTERSTATE HIGHWAY 10, AT RAILROAD MILE POST 942,
 CZ1459'14.2 METERS (46.5 FEET) NORTHEAST OF THE NORTHEAST RAIL, 15.7 METERS
 CZ1459'(52 FEET) SOUTHWEST OF THE NORTHEAST RAILROAD RIGHT-OF-WAY FENCE
 CZ1459'AND 1.1 METERS (3.6 FEET) NORTHWEST OF THE MILE POST.
 CZ1459'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1459
 CZ1459                          STATION RECOVERY (1981)
 CZ1459
 CZ1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CZ1459'RECOVERED IN GOOD CONDITION.
 CZ1459
 CZ1459                          STATION RECOVERY (1981)
 CZ1459
 CZ1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CZ1459'RECOVERED IN GOOD CONDITION.
 CZ1459
 CZ1459                          STATION RECOVERY (1984)
 CZ1459
 CZ1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1459'RECOVERED IN GOOD CONDITION.
 CZ1459
 CZ1459                          STATION RECOVERY (1991)
 CZ1459
 CZ1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1459'7.2 KM (4.45 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
 CZ1459'POST OFFICE IN PICACHO, 54.8 M (179.8 FT) NORTHEAST OF THE ROAD
 CZ1459'CENTERLINE, 15.8 M (51.8 FT) SOUTHWEST OF A FENCE, 14.3 M (46.9 FT)
 CZ1459'NORTHEAST OF THE NEAR RAIL, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 CZ1459'TRACK, 1.1 M (3.6 FT) NORTHWEST OF RAILROAD MILEPOST NUMBER 942, AND
 CZ1459'0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE DISK IS
 CZ1459'ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0005 ***********************************************************************
 DU0005  DESIGNATION -  R 43
 DU0005  PID         -  DU0005
 DU0005  STATE/COUNTY-  AZ/GILA
 DU0005  USGS QUAD   -  CONE BUTTE (1978)
 DU0005
 DU0005                         *CURRENT SURVEY CONTROL
 DU0005  ___________________________________________________________________
 DU0005* NAD 83(1986)-  33 47 58.     (N)    110 07 38.     (W)     SCALED    
 DU0005* NAVD 88     -      1527.172  (meters)    5010.40   (feet)  ADJUSTED  
 DU0005  ___________________________________________________________________
 DU0005  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 DU0005  DYNAMIC HT  -        1524.975 (meters)    5003.19  (feet)  COMP
 DU0005  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 DU0005
 DU0005  VERT ORDER  -  FIRST     CLASS II
 DU0005
 DU0005.The horizontal coordinates were scaled from a topographic map and have
 DU0005.an estimated accuracy of +/- 6 seconds.
 DU0005
 DU0005.The orthometric height was determined by differential leveling
 DU0005.and adjusted in June 1991.
 DU0005
 DU0005.The geoid height was determined by GEOID03.
 DU0005
 DU0005.The dynamic height is computed by dividing the NAVD 88
 DU0005.geopotential number by the normal gravity value computed on the
 DU0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0005.degrees latitude (g = 980.6199 gals.).
 DU0005
 DU0005.The modeled gravity was interpolated from observed gravity values.
 DU0005
 DU0005;                    North         East    Units  Estimated Accuracy
 DU0005;SPC AZ E     -   310,410.      217,010.      MT  (+/- 180 meters Scaled)
 DU0005
 DU0005                          SUPERSEDED SURVEY CONTROL
 DU0005
 DU0005  NGVD 29 (??/??/92) 1526.474  (m)         5008.11   (f) ADJ UNCH    1 2
 DU0005
 DU0005.Superseded values are not recommended for survey control.
 DU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0005.See file dsdata.txt to determine how the superseded data were derived.
 DU0005
 DU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC807402(NAD 83)
 DU0005_MARKER: DB = BENCH MARK DISK
 DU0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0005_STAMPING: R 43 1934
 DU0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0005+STABILITY: SURFACE MOTION
 DU0005
 DU0005  HISTORY     - Date     Condition        Report By
 DU0005  HISTORY     - 1934     MONUMENTED       CGS
 DU0005  HISTORY     - 1972     GOOD             NGS
 DU0005
 DU0005                          STATION DESCRIPTION
 DU0005
 DU0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0005'11.8 MI SW FROM WHITERIVER.
 DU0005'IN GILA COUNTY, 11.8 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0005'WHITERIVER, NAVAJO COUNTY, 2.6 MILES SOUTHWEST OF THE GILA-NAVAJO
 DU0005'COUNTY LINE, 100 YARDS WEST OF A LARGE WASH, AND 29 FEET EAST OF THE
 DU0005'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 43 1934 AND SET
 DU0005'IN THE TOP OF A CONCRETE POST.  NOTE-- 11.3 MILES SOUTHWEST ALONG
 DU0005'STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY, TO THE JUNCTION OF
 DU0005'THE OLD HIGHWAY 73 SOUTH, THENCE SOUTH ON GRADED ROAD 0.7 MILES, 600
 DU0005'FEET EAST OF GRADED ROAD, 25 FEET NORTHWEST OF ORIGINAL ROAD, 2 FEET
 DU0005'SOUTHEAST OF WITNESS SIGN.
 DU0005
 DU0005                          STATION RECOVERY (1972)
 DU0005
 DU0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DU0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0698 ***********************************************************************
 CY0698  DESIGNATION -  R 430
 CY0698  PID         -  CY0698
 CY0698  STATE/COUNTY-  AZ/GRAHAM
 CY0698  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0698
 CY0698                         *CURRENT SURVEY CONTROL
 CY0698  ___________________________________________________________________
 CY0698* NAD 83(1992)-  32 36 12.84300(N)    109 41 08.18981(W)     ADJUSTED  
 CY0698* NAVD 88     -      1191.958  (meters)    3910.62   (feet)  ADJUSTED  
 CY0698  ___________________________________________________________________
 CY0698  X           -  -1,812,055.464 (meters)                     COMP
 CY0698  Y           -  -5,064,882.948 (meters)                     COMP
 CY0698  Z           -   3,417,632.035 (meters)                     COMP
 CY0698  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 CY0698  ELLIP HEIGHT-        1165.256 (meters)          (01/22/07) ADJUSTED
 CY0698  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY0698  DYNAMIC HT  -        1190.230 (meters)    3904.95  (feet)  COMP
 CY0698  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 CY0698
 CY0698  HORZ ORDER  -  A
 CY0698  VERT ORDER  -  FIRST     CLASS II
 CY0698  ELLP ORDER  -  FOURTH    CLASS I
 CY0698
 CY0698.The horizontal coordinates were established by GPS observations
 CY0698.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0698
 CY0698.The orthometric height was determined by differential leveling
 CY0698.and adjusted in June 1991.
 CY0698
 CY0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0698
 CY0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0698
 CY0698.The ellipsoidal height was determined by GPS observations
 CY0698.and is referenced to NAD 83.
 CY0698
 CY0698.The geoid height was determined by GEOID03.
 CY0698
 CY0698.The dynamic height is computed by dividing the NAVD 88
 CY0698.geopotential number by the normal gravity value computed on the
 CY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0698.degrees latitude (g = 980.6199 gals.).
 CY0698
 CY0698.The modeled gravity was interpolated from observed gravity values.
 CY0698
 CY0698;                    North         East     Units Scale Factor Converg.
 CY0698;SPC AZ E     -   177,893.338   258,512.131   MT  0.99992513   +0 15 33.2
 CY0698;SPC AZ E     -   583,639.56    848,136.91   iFT  0.99992513   +0 15 33.2
 CY0698;UTM  12      - 3,608,102.143   623,335.729   MT  0.99978757   +0 42 29.9
 CY0698
 CY0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0698!SPC AZ E     -   0.99981708  x   0.99992513  =   0.99974222
 CY0698!UTM  12      -   0.99981708  x   0.99978757  =   0.99960469
 CY0698
 CY0698                          SUPERSEDED SURVEY CONTROL
 CY0698
 CY0698  NAVD 88 (01/22/07) 1191.96   (m)         3910.6    (f) LEVELING    3  
 CY0698
 CY0698.Superseded values are not recommended for survey control.
 CY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0698.See file dsdata.txt to determine how the superseded data were derived.
 CY0698
 CY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2333608102(NAD 83)
 CY0698_MARKER: I = METAL ROD
 CY0698_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0698_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0698_STAMPING: R 430 1979
 CY0698_PROJECTION: FLUSH
 CY0698_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0698+STABILITY: POSITION/ELEVATION WELL
 CY0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0698+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0698_ROD/PIPE-DEPTH: 9.14 meters
 CY0698_SLEEVE-DEPTH  : 8.84 meters
 CY0698
 CY0698  HISTORY     - Date     Condition        Report By
 CY0698  HISTORY     - 1979     MONUMENTED       NGS
 CY0698  HISTORY     - 20060608 GOOD             GEOANA
 CY0698  HISTORY     - 20081010 GOOD             GEOCAC
 CY0698
 CY0698                          STATION DESCRIPTION
 CY0698
 CY0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0698'16.2 MI SOUTH FROM SAFFORD.
 CY0698'16.2 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0698'HIGHWAY 70 IN SAFFORD, 0.2 MILE SOUTH OF MILE POST 105, 0.05 MILE
 CY0698'WEST OF A POWER LINE CROSSING, 195 FEET EAST OF THE CENTERLINE OF
 CY0698'THE HIGHWAY, 110 FEET SOUTH OF THE CENTERLINE OF TANQUE ROAD AND A
 CY0698'CATTLE GUARD AND 4.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 CY0698'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CY0698'THE MARK IS 2 FT ABOVE HIGHWAY CENTERLINE.
 CY0698
 CY0698                          STATION RECOVERY (2006)
 CY0698
 CY0698'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RM)
 CY0698'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY0698'NOW HIGHWAY 191.
 CY0698
 CY0698                          STATION RECOVERY (2008)
 CY0698
 CY0698'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0698'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0698'36.214' W109  41.139'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0211 ***********************************************************************
 CF0211  DESIGNATION -  R 431
 CF0211  PID         -  CF0211
 CF0211  STATE/COUNTY-  AZ/COCHISE
 CF0211  USGS QUAD   -  SULPHUR HILLS (1986)
 CF0211
 CF0211                         *CURRENT SURVEY CONTROL
 CF0211  ___________________________________________________________________
 CF0211* NAD 83(1986)-  31 53 02.     (N)    109 41 42.     (W)     SCALED    
 CF0211* NAVD 88     -      1310.211  (meters)    4298.58   (feet)  ADJUSTED  
 CF0211  ___________________________________________________________________
 CF0211  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CF0211  DYNAMIC HT  -        1308.202 (meters)    4291.99  (feet)  COMP
 CF0211  MODELED GRAV-     979,060.8   (mgal)                       NAVD 88
 CF0211
 CF0211  VERT ORDER  -  FIRST     CLASS II
 CF0211
 CF0211.The horizontal coordinates were scaled from a topographic map and have
 CF0211.an estimated accuracy of +/- 6 seconds.
 CF0211
 CF0211.The orthometric height was determined by differential leveling
 CF0211.and adjusted in June 1991.
 CF0211
 CF0211.The geoid height was determined by GEOID03.
 CF0211
 CF0211.The dynamic height is computed by dividing the NAVD 88
 CF0211.geopotential number by the normal gravity value computed on the
 CF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0211.degrees latitude (g = 980.6199 gals.).
 CF0211
 CF0211.The modeled gravity was interpolated from observed gravity values.
 CF0211
 CF0211;                    North         East    Units  Estimated Accuracy
 CF0211;SPC AZ E     -    98,090.      257,980.      MT  (+/- 180 meters Scaled)
 CF0211
 CF0211                          SUPERSEDED SURVEY CONTROL
 CF0211
 CF0211.No superseded survey control is available for this station.
 CF0211
 CF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA234283(NAD 83)
 CF0211_MARKER: I = METAL ROD
 CF0211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CF0211_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CF0211_STAMPING: R 431 1980
 CF0211_PROJECTION: FLUSH
 CF0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0211+STABILITY: POSITION/ELEVATION WELL
 CF0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0211+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 CF0211_ROD/PIPE-DEPTH: 10.6 meters
 CF0211_SLEEVE-DEPTH  : 8.4 meters
 CF0211
 CF0211  HISTORY     - Date     Condition        Report By
 CF0211  HISTORY     - 1980     MONUMENTED       NGS
 CF0211  HISTORY     - 20030130 GOOD             NGS
 CF0211
 CF0211                          STATION DESCRIPTION
 CF0211
 CF0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0211'15.8 KM SE FROM PEARCE.
 CF0211'15.8 KILOMETERS (9.95 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0211'FROM THE POST OFFICE IN PEARCE, AT THE JUNCTION OF HIGHWAY 666 AND
 CF0211'STATE HIGHWAY 181, 0.2 KILOMETER (0.1 MILE) NORTH OF HIGHWAY
 CF0211'MILEPOST 38 AND DIRECTLY ACROSS THE HIGHWAY FROM THE CHIRICAHUA
 CF0211'SUBSTATION, 14.8 METERS (48.5 FEET) WEST OF THE CENTERLINE OF
 CF0211'THE HIGHWAY, 23.5 METERS (77 FEET) NORTH OF A 16-INCH LONE CEDAR
 CF0211'TREE, 15.8 METERS (52 FEET) NORTH OF THE EXTENDED CENTERLINE
 CF0211'OF HIGHWAY 181, 1.8 METERS (6 FEET) EAST OF POWER POLE NUMBER
 CF0211'232 WITH ONE GUY WIRE, 0.9 METER (3 FEET) EAST OF THE RIGHT-
 CF0211'OF-WAY FENCE.
 CF0211'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CF0211'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 CF0211
 CF0211                          STATION RECOVERY (2003)
 CF0211
 CF0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CF0211'US 666 IS NOW US 191.  SUBSTATION ADDRESS IS 13196 SOUTH HWY 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0699 ***********************************************************************
 CY0699  DESIGNATION -  R 436
 CY0699  PID         -  CY0699
 CY0699  STATE/COUNTY-  AZ/GRAHAM
 CY0699  USGS QUAD   -  GILLESPIE MTN (1966)
 CY0699
 CY0699                         *CURRENT SURVEY CONTROL
 CY0699  ___________________________________________________________________
 CY0699* NAD 83(1986)-  32 37 14.     (N)    109 41 19.     (W)     SCALED    
 CY0699* NAVD 88     -      1173.256  (meters)    3849.26   (feet)  ADJUSTED  
 CY0699  ___________________________________________________________________
 CY0699  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0699  DYNAMIC HT  -        1171.557 (meters)    3843.68  (feet)  COMP
 CY0699  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 CY0699
 CY0699  VERT ORDER  -  FIRST     CLASS II
 CY0699
 CY0699.The horizontal coordinates were scaled from a topographic map and have
 CY0699.an estimated accuracy of +/- 6 seconds.
 CY0699
 CY0699.The orthometric height was determined by differential leveling
 CY0699.and adjusted in June 1991.
 CY0699
 CY0699.The geoid height was determined by GEOID03.
 CY0699
 CY0699.The dynamic height is computed by dividing the NAVD 88
 CY0699.geopotential number by the normal gravity value computed on the
 CY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0699.degrees latitude (g = 980.6199 gals.).
 CY0699
 CY0699.The modeled gravity was interpolated from observed gravity values.
 CY0699
 CY0699;                    North         East    Units  Estimated Accuracy
 CY0699;SPC AZ E     -   179,780.      258,220.      MT  (+/- 180 meters Scaled)
 CY0699
 CY0699                          SUPERSEDED SURVEY CONTROL
 CY0699
 CY0699.No superseded survey control is available for this station.
 CY0699
 CY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB230099(NAD 83)
 CY0699_MARKER: DB = BENCH MARK DISK
 CY0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0699_SP_SET: STAINLESS STEEL ROD
 CY0699_STAMPING: R 436 1979
 CY0699_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0699+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0699_ROD/PIPE-DEPTH: 7.62 meters
 CY0699
 CY0699  HISTORY     - Date     Condition        Report By
 CY0699  HISTORY     - 1979     MONUMENTED       NGS
 CY0699  HISTORY     - 20081010 GOOD             GEOCAC
 CY0699
 CY0699                          STATION DESCRIPTION
 CY0699
 CY0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0699'15.0 MI SOUTH FROM SAFFORD.
 CY0699'15.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0699'HIGHWAY 70 IN SAFFORD, 0.3 MILE SOUTH OF A ROADSIDE TABLE REST AREA,
 CY0699'198 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 240 FEET NORTHEAST
 CY0699'OF MILE POST 106 ON THE EAST SIDE OF THE HIGHWAY, 225 FEET NORTHEAST
 CY0699'OF THE EAST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 CY0699'HIGHWAY AND 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 CY0699'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0699'THE MARK IS 4 FT BELOW THE HIGHWAY.
 CY0699
 CY0699                          STATION RECOVERY (2008)
 CY0699
 CY0699'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0699'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0699'37.301' W109  41.311'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1144 ***********************************************************************
 DU1144  DESIGNATION -  R 437
 DU1144  PID         -  DU1144
 DU1144  STATE/COUNTY-  AZ/GILA
 DU1144  USGS QUAD   -  BUCKET MTN (1965)
 DU1144
 DU1144                         *CURRENT SURVEY CONTROL
 DU1144  ___________________________________________________________________
 DU1144* NAD 83(1986)-  33 18 43.     (N)    110 30 39.     (W)     SCALED    
 DU1144* NAVD 88     -       944.854  (meters)    3099.91   (feet)  ADJUSTED  
 DU1144  ___________________________________________________________________
 DU1144  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1144  DYNAMIC HT  -         943.599 (meters)    3095.79  (feet)  COMP
 DU1144  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 DU1144
 DU1144  VERT ORDER  -  FIRST     CLASS II
 DU1144
 DU1144.The horizontal coordinates were scaled from a topographic map and have
 DU1144.an estimated accuracy of +/- 6 seconds.
 DU1144
 DU1144.The orthometric height was determined by differential leveling
 DU1144.and adjusted in June 1991.
 DU1144
 DU1144.The geoid height was determined by GEOID03.
 DU1144
 DU1144.The dynamic height is computed by dividing the NAVD 88
 DU1144.geopotential number by the normal gravity value computed on the
 DU1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1144.degrees latitude (g = 980.6199 gals.).
 DU1144
 DU1144.The modeled gravity was interpolated from observed gravity values.
 DU1144
 DU1144;                    North         East    Units  Estimated Accuracy
 DU1144;SPC AZ E     -   256,400.      181,310.      MT  (+/- 180 meters Scaled)
 DU1144
 DU1144                          SUPERSEDED SURVEY CONTROL
 DU1144
 DU1144.No superseded survey control is available for this station.
 DU1144
 DU1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB455859(NAD 83)
 DU1144_MARKER: DB = BENCH MARK DISK
 DU1144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1144_SP_SET: STAINLESS STEEL ROD
 DU1144_STAMPING: R 437 1979
 DU1144_PROJECTION: FLUSH
 DU1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1144+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1144_ROD/PIPE-DEPTH: 7.5  meters
 DU1144
 DU1144  HISTORY     - Date     Condition        Report By
 DU1144  HISTORY     - 1979     MONUMENTED       NGS
 DU1144  HISTORY     - 20081008 GOOD             GEOCAC
 DU1144
 DU1144                          STATION DESCRIPTION
 DU1144
 DU1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1144'26.1 KM SE FROM GLOBE.
 DU1144'26.1 KILOMETERS (16.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1144'THE NEW COUNTY COURTHOUSE IN GLOBE, 30 METERS (98.5 FEET) SOUTHWEST
 DU1144'OF THE CENTERLINE OF THE HIGHWAY, 42 METERS (142 FEET) SOUTHEAST OF
 DU1144'THE CENTERLINE OF A DOUBLE BOX CULVERT UNDER THE HIGHWAY, 29 METERS
 DU1144'(96 FEET) SOUTHEAST ALONG THE HIGHWAY FROM MILE POST 268 AND 0.3
 DU1144'METERS (1 FOOT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 DU1144'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DU1144'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1144
 DU1144                          STATION RECOVERY (2008)
 DU1144
 DU1144'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1144'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1144'18.723' W110  30.646'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1110 ***********************************************************************
 DU1110  FBN         -  This is a Federal Base Network Control Station.
 DU1110  DESIGNATION -  R 438
 DU1110  PID         -  DU1110
 DU1110  STATE/COUNTY-  AZ/GRAHAM
 DU1110  USGS QUAD   -  GERONIMO (1989)
 DU1110
 DU1110                         *CURRENT SURVEY CONTROL
 DU1110  ___________________________________________________________________
 DU1110* NAD 83(2007)-  33 07 19.94711(N)    110 06 42.62490(W)     ADJUSTED  
 DU1110* NAVD 88     -       805.191  (meters)    2641.70   (feet)  ADJUSTED  
 DU1110  ___________________________________________________________________
 DU1110  EPOCH DATE  -        2007.00
 DU1110  X           -  -1,838,837.926 (meters)                     COMP
 DU1110  Y           -  -5,021,645.070 (meters)                     COMP
 DU1110  Z           -   3,465,742.878 (meters)                     COMP
 DU1110  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DU1110  ELLIP HEIGHT-         778.151 (meters)          (02/10/07) ADJUSTED
 DU1110  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU1110  DYNAMIC HT  -         804.094 (meters)    2638.10  (feet)  COMP
 DU1110
 DU1110  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1110  Type    PID    Designation                      North   East  Ellip
 DU1110  -------------------------------------------------------------------
 DU1110  NETWORK DU1110 R 438                             0.35   0.31   0.98
 DU1110  -------------------------------------------------------------------
 DU1110  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 DU1110
 DU1110  VERT ORDER  -  FIRST     CLASS II
 DU1110
 DU1110.The horizontal coordinates were established by GPS observations
 DU1110.and adjusted by the National Geodetic Survey in February 2007.
 DU1110
 DU1110.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1110.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1110.The horizontal coordinates are valid at the epoch date displayed above.
 DU1110.The epoch date for horizontal control is a decimal equivalence
 DU1110.of Year/Month/Day.
 DU1110
 DU1110.The orthometric height was determined by differential leveling
 DU1110.and adjusted in June 1991.
 DU1110
 DU1110.Photographs are available for this station.
 DU1110
 DU1110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1110
 DU1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1110
 DU1110.The ellipsoidal height was determined by GPS observations
 DU1110.and is referenced to NAD 83.
 DU1110
 DU1110.The geoid height was determined by GEOID03.
 DU1110
 DU1110.The dynamic height is computed by dividing the NAVD 88
 DU1110.geopotential number by the normal gravity value computed on the
 DU1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1110.degrees latitude (g = 980.6199 gals.).
 DU1110
 DU1110.The modeled gravity was interpolated from observed gravity values.
 DU1110
 DU1110;                    North         East     Units Scale Factor Converg.
 DU1110;SPC AZ E     -   235,305.017   218,476.118   MT  0.99990032   +0 01 47.9
 DU1110;SPC AZ E     -   771,998.09    716,785.16   iFT  0.99990032   +0 01 47.9
 DU1110;UTM  12      - 3,665,185.937   582,854.962   MT  0.99968464   +0 29 07.2
 DU1110
 DU1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1110!SPC AZ E     -   0.99987785  x   0.99990032  =   0.99977818
 DU1110!UTM  12      -   0.99987785  x   0.99968464  =   0.99956252
 DU1110
 DU1110                          SUPERSEDED SURVEY CONTROL
 DU1110
 DU1110  NAD 83(1992)-  33 07 19.94478(N)    110 06 42.62280(W) AD(       ) A
 DU1110  ELLIP H (09/30/99)  778.169  (m)                       GP(       ) 3 1
 DU1110  NAD 83(1986)-  33 07 19.94650(N)    110 06 42.62377(W) AD(       ) B
 DU1110  NAD 83(1992)-  33 07 19.94690(N)    110 06 42.62416(W) AD(       ) A
 DU1110  ELLIP H (09/30/92)  778.280  (m)                       GP(       ) 2 1
 DU1110  NAVD 88 (09/30/92)  805.19   (m)         2641.7    (f) LEVELING    3  
 DU1110
 DU1110.Superseded values are not recommended for survey control.
 DU1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1110.See file dsdata.txt to determine how the superseded data were derived.
 DU1110
 DU1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8285565186(NAD 83)
 DU1110_MARKER: DV = VERTICAL CONTROL DISK
 DU1110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1110_SP_SET: STAINLESS STEEL ROD
 DU1110_STAMPING: R 438 1979
 DU1110_MARK LOGO: NGS   
 DU1110_PROJECTION: FLUSH
 DU1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1110+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU1110_ROD/PIPE-DEPTH: 7.5  meters
 DU1110
 DU1110  HISTORY     - Date     Condition        Report By
 DU1110  HISTORY     - 1979     MONUMENTED       NGS
 DU1110  HISTORY     - 19920220 GOOD             NGS
 DU1110  HISTORY     - 19981104 GOOD             NGS
 DU1110  HISTORY     - 20060608 GOOD             AZ-007
 DU1110  HISTORY     - 20081009 GOOD             GEOCAC
 DU1110
 DU1110                          STATION DESCRIPTION
 DU1110
 DU1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1110'IN BYLAS.
 DU1110'THE MARK IS 1 M BELOW THE HIGHWAY.
 DU1110'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1110'POST OFFICE IN BYLAS, 30.4 METERS (100 FEET) NORTHEAST OF THE
 DU1110'CENTERLINE OF THE HIGHWAY, 35.0 METERS (115 FEET) EAST OF HIGHWAY
 DU1110'MILE POST 296 ON THE NORTHEAST SIDE OF THE HIGHWAY, 12.3 METERS (40.5
 DU1110'FEET) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST,
 DU1110'2.7 METERS (9 FEET) NORTHWEST OF AN ANGLE IN THE RIGHT-OF-WAY FENCE
 DU1110'AND 0.3 METER (1 FOOT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 DU1110'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU1110
 DU1110                          STATION RECOVERY (1992)
 DU1110
 DU1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1110'THE STATION IS LOCATED NEAR THE EAST EDGE OF THE SMALL INDIAN TOWN OF
 DU1110'BYLAS, WHICH IS LOCATED ABOUT 35.4 KM (22.0 MI) NORTHWEST OF SAFFORD,
 DU1110'IN THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 70, AT MILE POST 296.
 DU1110'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.
 DU1110'TO REACH THE STATION FROM THE POLICE SUB STATION LOCATED ON THE NORTH
 DU1110'SIDE OF U.S. HIGHWAY 70 IN THE SMALL TOWN OF BYLAS, GO SOUTHEAST ON
 DU1110'HIGHWAY 70 FOR 0.4 KM (0.2 MI) TO MILE POST 296 AND THE STATION ON
 DU1110'THE LEFT AT A CATTLE GUARD.
 DU1110'THE STATION IS A DISK ATTACHED TO A ROD INSIDE A 5-INCH PVC PIPE WITH
 DU1110'SCREW CAP.  LOCATED 30.6 M (100.4 FT) NORTH OF THE CENTERLINE OF THE
 DU1110'HIGHWAY, 23.8 M (78.1 FT) NORTH OF THE WEST END OF A METAL GUARD
 DU1110'RAIL, 11.4 M (37.4 FT) EAST OF THE CENTER OF A CATTLE GUARD AND 0.31
 DU1110'M (1.02 FT) EAST OF A METAL WITNESS POST.
 DU1110
 DU1110                          STATION RECOVERY (1998)
 DU1110
 DU1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DU1110'THE STATION IS LOCATED ON THE SAN CARLOS APACHE INDIAN RESERVATION, ON
 DU1110'THE EAST SIDE OF THE OF BYLAS, ABOUT 35.4 KM (22.00 MI) NORTHWEST OF
 DU1110'SAFFORD, NORTHEAST AND ACROSS STATE HIGHWAY 70 FROM MILEPOST 296.
 DU1110'OWNERSHIP--SAN CARLOS APACHE TRIBE, RAYMOND STANLEY, PO BOX O, SAN
 DU1110'CARLOS AZ 85550.  TO REACH THE STATION FROM STATE HIGHWAY 70 AND THE
 DU1110'BYLAS VILLAGE COMPLEX AND POLICE STATION IN BYLAS, GO SOUTHEAST ON
 DU1110'STATE HIGHWAY 7O FOR 0.4 KM (0.25 MI) TO MILEPOST 296, A PAVED ROAD ON
 DU1110'THE LEFT.  TURN LEFT, NORTH ON THE PAVED ROAD FOR ABOUT 30.48 M
 DU1110'(100.00 FT) TO A CATTLE GUARD AND THE STATION ON THE RIGHT, ON THE
 DU1110'SOUTH SIDE OF A BARBED WIRE FENCE, 11.4 M (37.4 FT) EAST OF THE CENTER
 DU1110'OF THE CATTLE GUARD.  THE STATION IS A NGS VERTICAL CONTROL DISK
 DU1110'ATTACHED TO A STAINLESS STEEL ROD ENCASED IN A 4-INCH PVC PIPE WITH
 DU1110'PVC SCREW CAP.  IT IS 30.79 M (101.02 FT) FT) NORTHWEST OF THE WEST
 DU1110'METAL PIPE GUARD RAIL FOR A GRAVELED WALKING PATH FOR THE BRIDGE UNDER
 DU1110'HIGHWAY 70, 30.6 M (100.4 FT) NORTH OF THE CENTER OF THE HIGHWAY,
 DU1110'17.54 M (57.55 FT) NORTH OF LIGHT POLE NUMBER 150, 9.0 M (29.5 FT)
 DU1110'EAST OF THE SOUTHEAST CORNER OF THE CATTLE GUARD AND 0.92 M (3.02 FT)
 DU1110'EAST OF A METAL WITNESS POST.
 DU1110
 DU1110                          STATION RECOVERY (2006)
 DU1110
 DU1110'RECOVERY NOTE BY GILA COUNTY ARIZONA 2006 (TH)
 DU1110'RECOVERED AS DESCRIBED.
 DU1110
 DU1110                          STATION RECOVERY (2008)
 DU1110
 DU1110'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0726 ***********************************************************************
 CY0726  DESIGNATION -  R 439
 CY0726  PID         -  CY0726
 CY0726  STATE/COUNTY-  AZ/GRAHAM
 CY0726  USGS QUAD   -  SAFFORD (1985)
 CY0726
 CY0726                         *CURRENT SURVEY CONTROL
 CY0726  ___________________________________________________________________
 CY0726* NAD 83(1986)-  32 50 03.     (N)    109 43 51.     (W)     SCALED    
 CY0726* NAVD 88     -       888.213  (meters)    2914.08   (feet)  ADJUSTED  
 CY0726  ___________________________________________________________________
 CY0726  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY0726  DYNAMIC HT  -         886.966 (meters)    2909.99  (feet)  COMP
 CY0726  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 CY0726
 CY0726  VERT ORDER  -  FIRST     CLASS II
 CY0726
 CY0726.The horizontal coordinates were scaled from a topographic map and have
 CY0726.an estimated accuracy of +/- 6 seconds.
 CY0726
 CY0726.The orthometric height was determined by differential leveling
 CY0726.and adjusted in June 1991.
 CY0726
 CY0726.The geoid height was determined by GEOID03.
 CY0726
 CY0726.The dynamic height is computed by dividing the NAVD 88
 CY0726.geopotential number by the normal gravity value computed on the
 CY0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0726.degrees latitude (g = 980.6199 gals.).
 CY0726
 CY0726.The modeled gravity was interpolated from observed gravity values.
 CY0726
 CY0726;                    North         East    Units  Estimated Accuracy
 CY0726;SPC AZ E     -   203,450.      254,160.      MT  (+/- 180 meters Scaled)
 CY0726
 CY0726                          SUPERSEDED SURVEY CONTROL
 CY0726
 CY0726.No superseded survey control is available for this station.
 CY0726
 CY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB187336(NAD 83)
 CY0726_MARKER: DB = BENCH MARK DISK
 CY0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0726_SP_SET: STAINLESS STEEL ROD
 CY0726_STAMPING: R 439 1979
 CY0726_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0726_ROD/PIPE-DEPTH: 7.62 meters
 CY0726
 CY0726  HISTORY     - Date     Condition        Report By
 CY0726  HISTORY     - 1979     MONUMENTED       NGS
 CY0726
 CY0726                          STATION DESCRIPTION
 CY0726
 CY0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0726'1.4 MI WEST FROM SAFFORD.
 CY0726'1.4 MILES WEST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U. S.
 CY0726'HIGHWAY 666 IN SAFFORD, 87 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CY0726'HIGHWAY, 165 FEET EAST OF THE CENTERLINE OF 20TH AVENUE, 54 FEET
 CY0726'SOUTHWEST OF MILE POST 338 ON THE SOUTHWEST SIDE OF THE HIGHWAY AND
 CY0726'1 FOOT NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 CY0726'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CY0726'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0028 ***********************************************************************
 DU0028  DESIGNATION -  R 44
 DU0028  PID         -  DU0028
 DU0028  STATE/COUNTY-  AZ/GILA
 DU0028  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0028
 DU0028                         *CURRENT SURVEY CONTROL
 DU0028  ___________________________________________________________________
 DU0028* NAD 83(1986)-  33 32 33.     (N)    110 23 43.     (W)     SCALED    
 DU0028* NAVD 88     -      1405.582  (meters)    4611.48   (feet)  ADJUSTED  
 DU0028  ___________________________________________________________________
 DU0028  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DU0028  DYNAMIC HT  -        1403.588 (meters)    4604.94  (feet)  COMP
 DU0028  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 DU0028
 DU0028  VERT ORDER  -  FIRST     CLASS II
 DU0028
 DU0028.The horizontal coordinates were scaled from a topographic map and have
 DU0028.an estimated accuracy of +/- 6 seconds.
 DU0028
 DU0028.The orthometric height was determined by differential leveling
 DU0028.and adjusted in June 1991.
 DU0028
 DU0028.The geoid height was determined by GEOID03.
 DU0028
 DU0028.The dynamic height is computed by dividing the NAVD 88
 DU0028.geopotential number by the normal gravity value computed on the
 DU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0028.degrees latitude (g = 980.6199 gals.).
 DU0028
 DU0028.The modeled gravity was interpolated from observed gravity values.
 DU0028
 DU0028;                    North         East    Units  Estimated Accuracy
 DU0028;SPC AZ E     -   281,940.      192,130.      MT  (+/- 180 meters Scaled)
 DU0028
 DU0028                          SUPERSEDED SURVEY CONTROL
 DU0028
 DU0028  NGVD 29 (??/??/92) 1404.888  (m)         4609.20   (f) ADJ UNCH    1 2
 DU0028
 DU0028.Superseded values are not recommended for survey control.
 DU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0028.See file dsdata.txt to determine how the superseded data were derived.
 DU0028
 DU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC561115(NAD 83)
 DU0028_MARKER: DB = BENCH MARK DISK
 DU0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0028_STAMPING: R 44 1934
 DU0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0028+STABILITY: SURFACE MOTION
 DU0028
 DU0028  HISTORY     - Date     Condition        Report By
 DU0028  HISTORY     - 1934     MONUMENTED       CGS
 DU0028  HISTORY     - 1935     GOOD             NGS
 DU0028
 DU0028                          STATION DESCRIPTION
 DU0028
 DU0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0028'17.4 MI N FROM SAN CARLOS.
 DU0028'17.4 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0028'6.9 MILES SOUTH OF HILL TOP STATION, ON A SMALL FLAT, 37 YARDS WEST OF
 DU0028'A WASH, 65 FEET EAST OF A ROW OF POLES, AND 26 FEET EAST OF THE
 DU0028'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 44 1934 AND SET
 DU0028'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0002 ***********************************************************************
 ES0002  DESIGNATION -  R 45
 ES0002  PID         -  ES0002
 ES0002  STATE/COUNTY-  AZ/NAVAJO
 ES0002  USGS QUAD   -  SNOWFLAKE (1970)
 ES0002
 ES0002                         *CURRENT SURVEY CONTROL
 ES0002  ___________________________________________________________________
 ES0002* NAD 83(1986)-  34 31 48.     (N)    110 06 20.     (W)     SCALED    
 ES0002* NAVD 88     -      1716.775  (meters)    5632.45   (feet)  ADJUSTED  
 ES0002  ___________________________________________________________________
 ES0002  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ES0002  DYNAMIC HT  -        1714.315 (meters)    5624.38  (feet)  COMP
 ES0002  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 ES0002
 ES0002  VERT ORDER  -  FIRST     CLASS II
 ES0002
 ES0002.The horizontal coordinates were scaled from a topographic map and have
 ES0002.an estimated accuracy of +/- 6 seconds.
 ES0002
 ES0002.The orthometric height was determined by differential leveling
 ES0002.and adjusted in June 1991.
 ES0002
 ES0002.The geoid height was determined by GEOID03.
 ES0002
 ES0002.The dynamic height is computed by dividing the NAVD 88
 ES0002.geopotential number by the normal gravity value computed on the
 ES0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0002.degrees latitude (g = 980.6199 gals.).
 ES0002
 ES0002.The modeled gravity was interpolated from observed gravity values.
 ES0002
 ES0002;                    North         East    Units  Estimated Accuracy
 ES0002;SPC AZ E     -   391,440.      218,970.      MT  (+/- 180 meters Scaled)
 ES0002
 ES0002                          SUPERSEDED SURVEY CONTROL
 ES0002
 ES0002  NGVD 29 (??/??/92) 1715.934  (m)         5629.69   (f) ADJ UNCH    1 2
 ES0002
 ES0002.Superseded values are not recommended for survey control.
 ES0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0002.See file dsdata.txt to determine how the superseded data were derived.
 ES0002
 ES0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD820212(NAD 83)
 ES0002_MARKER: DB = BENCH MARK DISK
 ES0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0002_STAMPING: R- 45 1934
 ES0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0002+STABILITY: SURFACE MOTION
 ES0002
 ES0002  HISTORY     - Date     Condition        Report By
 ES0002  HISTORY     - 1934     MONUMENTED       CGS
 ES0002  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0002
 ES0002                          STATION DESCRIPTION
 ES0002
 ES0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0002'2.8 MI N FROM SNOW FLAKE.
 ES0002'2.8 MILES NORTH OF, ALONG APACHE RAILROAD.  93 YARDS NORTH EAST OF
 ES0002'LOADING CHUTE OF STOCK YARDS.  48 FT. NORTH WEST OF CENTER LINE OF
 ES0002'TRACK.  IN LINE OF TELEPHONE POLES.  7 FT. SOUTH WEST OF MILE POST NO.
 ES0002'32.  SET IN CONCRETE POST 11 INCHES ABOVE GROUND SURFACE.
 ES0002
 ES0002                          STATION RECOVERY (1983)
 ES0002
 ES0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0292 ***********************************************************************
 ER0292  DESIGNATION -  R 46
 ER0292  PID         -  ER0292
 ER0292  STATE/COUNTY-  AZ/APACHE
 ER0292  USGS QUAD   -  CONCHO (1984)
 ER0292
 ER0292                         *CURRENT SURVEY CONTROL
 ER0292  ___________________________________________________________________
 ER0292* NAD 83(1986)-  34 29 16.     (N)    109 31 39.     (W)     SCALED    
 ER0292* NAVD 88     -      1895.216  (meters)    6217.89   (feet)  ADJUSTED  
 ER0292  ___________________________________________________________________
 ER0292  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ER0292  DYNAMIC HT  -        1892.459 (meters)    6208.84  (feet)  COMP
 ER0292  MODELED GRAV-     979,113.3   (mgal)                       NAVD 88
 ER0292
 ER0292  VERT ORDER  -  SECOND    CLASS 0
 ER0292
 ER0292.The horizontal coordinates were scaled from a topographic map and have
 ER0292.an estimated accuracy of +/- 6 seconds.
 ER0292
 ER0292.The orthometric height was determined by differential leveling
 ER0292.and adjusted in June 1991.
 ER0292
 ER0292.The geoid height was determined by GEOID03.
 ER0292
 ER0292.The dynamic height is computed by dividing the NAVD 88
 ER0292.geopotential number by the normal gravity value computed on the
 ER0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0292.degrees latitude (g = 980.6199 gals.).
 ER0292
 ER0292.The modeled gravity was interpolated from observed gravity values.
 ER0292
 ER0292;                    North         East    Units  Estimated Accuracy
 ER0292;SPC AZ E     -   386,940.      272,060.      MT  (+/- 180 meters Scaled)
 ER0292
 ER0292                          SUPERSEDED SURVEY CONTROL
 ER0292
 ER0292  NGVD 29 (??/??/92) 1894.338  (m)         6215.01   (f) ADJ UNCH    2 0
 ER0292
 ER0292.Superseded values are not recommended for survey control.
 ER0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0292.See file dsdata.txt to determine how the superseded data were derived.
 ER0292
 ER0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD352172(NAD 83)
 ER0292_MARKER: DB = BENCH MARK DISK
 ER0292_SETTING: 80 = SET IN A BOULDER
 ER0292_SP_SET: BOULDER
 ER0292_STAMPING: R 46 1934
 ER0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0292+STABILITY: SURFACE MOTION
 ER0292
 ER0292  HISTORY     - Date     Condition        Report By
 ER0292  HISTORY     - 1934     MONUMENTED       CGS
 ER0292
 ER0292                          STATION DESCRIPTION
 ER0292
 ER0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0292'4.8 MI E FROM CONCHO.
 ER0292'4.8 MILES EAST ALONG U.S. HIGHWAY 260 FROM CONCHO, APACHE COUNTY,
 ER0292'ABOUT 150 YARDS NORTH OF A ROW OF TELEPHONE POLES, ABOUT 300 FEET WEST
 ER0292'OF A CATTLEGUARD, 40 YARDS SOUTH OF A FENCE, 70 FEET SOUTH OF THE
 ER0292'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A DARK-COLORED BOULDER IN
 ER0292'THE MIDDLE OF A SMALL OUTCROP.  A STANDARD DISK, STAMPED R 46 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1178 ***********************************************************************
 DA1178  DESIGNATION -  R 469
 DA1178  PID         -  DA1178
 DA1178  STATE/COUNTY-  AZ/YUMA
 DA1178  USGS QUAD   -  AZTEC HILLS (1982)
 DA1178
 DA1178                         *CURRENT SURVEY CONTROL
 DA1178  ___________________________________________________________________
 DA1178* NAD 83(1986)-  32 49 27.     (N)    113 26 30.     (W)     SCALED    
 DA1178* NAVD 88     -       155.865  (meters)     511.37   (feet)  ADJUSTED  
 DA1178  ___________________________________________________________________
 DA1178  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1178  DYNAMIC HT  -         155.687 (meters)     510.78  (feet)  COMP
 DA1178  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 DA1178
 DA1178  VERT ORDER  -  FIRST     CLASS II
 DA1178
 DA1178.The horizontal coordinates were scaled from a topographic map and have
 DA1178.an estimated accuracy of +/- 6 seconds.
 DA1178
 DA1178.The orthometric height was determined by differential leveling
 DA1178.and adjusted in June 1991.
 DA1178
 DA1178.The geoid height was determined by GEOID03.
 DA1178
 DA1178.The dynamic height is computed by dividing the NAVD 88
 DA1178.geopotential number by the normal gravity value computed on the
 DA1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1178.degrees latitude (g = 980.6199 gals.).
 DA1178
 DA1178.The modeled gravity was interpolated from observed gravity values.
 DA1178
 DA1178;                    North         East    Units  Estimated Accuracy
 DA1178;SPC AZ W     -   202,300.      242,230.      MT  (+/- 180 meters Scaled)
 DA1178
 DA1178                          SUPERSEDED SURVEY CONTROL
 DA1178
 DA1178.No superseded survey control is available for this station.
 DA1178
 DA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB714344(NAD 83)
 DA1178_MARKER: DB = BENCH MARK DISK
 DA1178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1178_SP_SET: BRIDGE ABUTMENT
 DA1178_STAMPING: R 469 1980
 DA1178_MARK LOGO: NGS   
 DA1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1178+STABILITY: POSITION/ELEVATION WELL
 DA1178
 DA1178  HISTORY     - Date     Condition        Report By
 DA1178  HISTORY     - 1980     MONUMENTED       NGS
 DA1178
 DA1178                          STATION DESCRIPTION
 DA1178
 DA1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1178'0.4 KM (0.25 MI) NE FROM AZTEC.
 DA1178'0.4 KM (0.25 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1178'THE WATER TANK IN AZTEC, SET IN TOP OF THE SOUTHEAST END OF THE
 DA1178'NORTHEAST ABUTMENT OF THE EAST-BOUND BRIDGE FOR THE INTERSTATE HIGHWAY
 DA1178'8 OVERPASS IN AZTEC, 7.5 METERS (24.5 FT) SOUTHEAST OF THE CENTERLINE
 DA1178'OF THE EAST-BOUND LANES. NOTE-THE ABUTMENT IS SET ON 35 FOOT END-
 DA1178'BEARING PILINGS.
 DA1178'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0221 ***********************************************************************
 DA0221  DESIGNATION -  R 47
 DA0221  PID         -  DA0221
 DA0221  STATE/COUNTY-  AZ/PIMA
 DA0221  USGS QUAD   -  CIMARRON PEAK (1990)
 DA0221
 DA0221                         *CURRENT SURVEY CONTROL
 DA0221  ___________________________________________________________________
 DA0221* NAD 83(1986)-  32 27 58.     (N)    112 29 29.     (W)     SCALED    
 DA0221* NAVD 88     -       715.46   (+/-2cm)    2347.3    (feet)  VERTCON   
 DA0221  ___________________________________________________________________
 DA0221  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DA0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0221
 DA0221.The horizontal coordinates were scaled from a topographic map and have
 DA0221.an estimated accuracy of +/- 6 seconds.
 DA0221
 DA0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0221.The vertical order pertains to the NGVD 29 superseded value.
 DA0221
 DA0221.The geoid height was determined by GEOID03.
 DA0221
 DA0221;                    North         East    Units  Estimated Accuracy
 DA0221;SPC AZ C     -   162,700.      159,330.      MT  (+/- 180 meters Scaled)
 DA0221
 DA0221                          SUPERSEDED SURVEY CONTROL
 DA0221
 DA0221  NGVD 29 (??/??/92)  714.734  (m)         2344.92   (f) ADJ UNCH    2 0
 DA0221
 DA0221.Superseded values are not recommended for survey control.
 DA0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0221.See file dsdata.txt to determine how the superseded data were derived.
 DA0221
 DA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA598930(NAD 83)
 DA0221_MARKER: DD = SURVEY DISK
 DA0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0221_STAMPING: R 47 1930
 DA0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0221+STABILITY: SURFACE MOTION
 DA0221
 DA0221  HISTORY     - Date     Condition        Report By
 DA0221  HISTORY     - 1930     MONUMENTED       USGS
 DA0221  HISTORY     - 1961     GOOD             NGS
 DA0221
 DA0221                          STATION DESCRIPTION
 DA0221
 DA0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0221'17.8 MI W FROM VENTANA.
 DA0221'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0221'AT VENTANA.  THENCE 11.3 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0221'PIPE LINE.  THENCE 0.1 MILE SOUTH ACROSS BRUSHY LAND.  0.15 MILE WEST
 DA0221'AND 0.1 MILE SOUTH OF PIPE LINE MILEPOST NUMBER 58, 0.55 MILE EAST OF
 DA0221'A JUNCTION OF THE ROAD AND A ROAD LEADING NORTHWEST, 0.35 MILE WEST OF
 DA0221'A JUNCTION OF THE ROAD AND A ROAD LEADING SOUTHEAST, 1.8 FEET WEST OF
 DA0221'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 DA0221'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0242 ***********************************************************************
 ER0242  DESIGNATION -  R 47
 ER0242  PID         -  ER0242
 ER0242  STATE/COUNTY-  AZ/APACHE
 ER0242  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0242
 ER0242                         *CURRENT SURVEY CONTROL
 ER0242  ___________________________________________________________________
 ER0242* NAD 83(1986)-  34 08 00.     (N)    109 17 08.     (W)     SCALED    
 ER0242* NAVD 88     -      2123.344  (meters)    6966.34   (feet)  ADJUSTED  
 ER0242  ___________________________________________________________________
 ER0242  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0242  DYNAMIC HT  -        2120.048 (meters)    6955.52  (feet)  COMP
 ER0242  MODELED GRAV-     979,007.8   (mgal)                       NAVD 88
 ER0242
 ER0242  VERT ORDER  -  SECOND    CLASS 0
 ER0242
 ER0242.The horizontal coordinates were scaled from a topographic map and have
 ER0242.an estimated accuracy of +/- 6 seconds.
 ER0242
 ER0242.The orthometric height was determined by differential leveling
 ER0242.and adjusted in June 1991.
 ER0242
 ER0242.The geoid height was determined by GEOID03.
 ER0242
 ER0242.The dynamic height is computed by dividing the NAVD 88
 ER0242.geopotential number by the normal gravity value computed on the
 ER0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0242.degrees latitude (g = 980.6199 gals.).
 ER0242
 ER0242.The modeled gravity was interpolated from observed gravity values.
 ER0242
 ER0242;                    North         East    Units  Estimated Accuracy
 ER0242;SPC AZ E     -   347,790.      294,630.      MT  (+/- 180 meters Scaled)
 ER0242
 ER0242                          SUPERSEDED SURVEY CONTROL
 ER0242
 ER0242  NGVD 29 (??/??/92) 2122.391  (m)         6963.21   (f) ADJ UNCH    2 0
 ER0242
 ER0242.Superseded values are not recommended for survey control.
 ER0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0242.See file dsdata.txt to determine how the superseded data were derived.
 ER0242
 ER0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC580782(NAD 83)
 ER0242_MARKER: DB = BENCH MARK DISK
 ER0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0242_SP_SET: CONCRETE BASE
 ER0242_STAMPING: R 47 1934
 ER0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0242
 ER0242  HISTORY     - Date     Condition        Report By
 ER0242  HISTORY     - 1934     MONUMENTED       CGS
 ER0242  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 ER0242
 ER0242                          STATION DESCRIPTION
 ER0242
 ER0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0242'IN SPRINGERVILLE.
 ER0242'ON U. S. HWY. NO. 260, ON YARD OF FOREST SERVICE SUPERVISORS OFFICE,
 ER0242'64 FEET NORTH OF CENTER LINE OF JUNCTION OF STATE HWY. NO. 73 AND U.
 ER0242'S. HWY. NO. 260, AND ON NORTHWEST CORNER OF CONCRETE FOUNDATION FOR
 ER0242'HONOR ROLL PLAQUE.  TABLET SET IN CONCRETE BASE.
 ER0242
 ER0242                          STATION RECOVERY (2005)
 ER0242
 ER0242'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0243 ***********************************************************************
 ER0243  DESIGNATION -  R 47 RESET
 ER0243  PID         -  ER0243
 ER0243  STATE/COUNTY-  AZ/APACHE
 ER0243  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0243
 ER0243                         *CURRENT SURVEY CONTROL
 ER0243  ___________________________________________________________________
 ER0243* NAD 83(1986)-  34 08 00.     (N)    109 17 05.     (W)     SCALED    
 ER0243* NAVD 88     -      2123.266  (meters)    6966.08   (feet)  ADJUSTED  
 ER0243  ___________________________________________________________________
 ER0243  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0243  DYNAMIC HT  -        2119.970 (meters)    6955.27  (feet)  COMP
 ER0243  MODELED GRAV-     979,007.9   (mgal)                       NAVD 88
 ER0243
 ER0243  VERT ORDER  -  FIRST     CLASS II
 ER0243
 ER0243.The horizontal coordinates were scaled from a topographic map and have
 ER0243.an estimated accuracy of +/- 6 seconds.
 ER0243
 ER0243.The orthometric height was determined by differential leveling
 ER0243.and adjusted in June 1991.
 ER0243
 ER0243.The geoid height was determined by GEOID03.
 ER0243
 ER0243.The dynamic height is computed by dividing the NAVD 88
 ER0243.geopotential number by the normal gravity value computed on the
 ER0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0243.degrees latitude (g = 980.6199 gals.).
 ER0243
 ER0243.The modeled gravity was interpolated from observed gravity values.
 ER0243
 ER0243;                    North         East    Units  Estimated Accuracy
 ER0243;SPC AZ E     -   347,790.      294,700.      MT  (+/- 180 meters Scaled)
 ER0243
 ER0243                          SUPERSEDED SURVEY CONTROL
 ER0243
 ER0243  NGVD 29 (??/??/??) 2122.35   (m)         6963.1    (f) RESET       3  
 ER0243
 ER0243.Superseded values are not recommended for survey control.
 ER0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0243.See file dsdata.txt to determine how the superseded data were derived.
 ER0243
 ER0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC581782(NAD 83)
 ER0243_MARKER: DB = BENCH MARK DISK
 ER0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0243_SP_SET: MONUMENT
 ER0243_STAMPING: R 47 1934 RESET 1937
 ER0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0243+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 ER0243
 ER0243  HISTORY     - Date     Condition        Report By
 ER0243  HISTORY     - 1937     MONUMENTED       AZHD
 ER0243  HISTORY     - 1970     GOOD             USGS
 ER0243  HISTORY     - 1980     GOOD             NGS
 ER0243  HISTORY     - 20040908 GOOD             GEOCAC
 ER0243  HISTORY     - 20050727 GOOD             USPSQD
 ER0243
 ER0243                          STATION DESCRIPTION
 ER0243
 ER0243'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0243'IN SPRINGERVILLE.
 ER0243'AT SPRINGERVILLE, AT THE JUNCTION OF U.S. HIGHWAY 260 AND STATE
 ER0243'HIGHWAY 73, AT THE SOUTHEAST CORNER OF THE FEDERAL BUILDING LOT, AND
 ER0243'IN THE BASE OF THE AMERICAN LEGION MONUMENT.
 ER0243
 ER0243                          STATION RECOVERY (1980)
 ER0243
 ER0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0243'IN SPRINGERVILLE, AT THE SOUTHEAST CORNER OF THE POST OFFICE LAWN, IN
 ER0243'THE NORTHWEST CORNER OF THE BASE OF THE AMERICAN LEGION MONUMENT AND
 ER0243'7.6 METERS (25.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST
 ER0243'OFFICE.
 ER0243'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ER0243
 ER0243                          STATION RECOVERY (2004)
 ER0243
 ER0243'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 ER0243'RECOVERED IN GOOD CONDITION.
 ER0243
 ER0243                          STATION RECOVERY (2005)
 ER0243
 ER0243'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0243'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1209 ***********************************************************************
 DA1209  DESIGNATION -  R 470
 DA1209  PID         -  DA1209
 DA1209  STATE/COUNTY-  AZ/PIMA
 DA1209  USGS QUAD   -  AJO SOUTH (1990)
 DA1209
 DA1209                         *CURRENT SURVEY CONTROL
 DA1209  ___________________________________________________________________
 DA1209* NAD 83(1986)-  32 22 24.     (N)    112 49 16.     (W)     SCALED    
 DA1209* NAVD 88     -       503.401  (meters)    1651.57   (feet)  ADJUSTED  
 DA1209  ___________________________________________________________________
 DA1209  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA1209  DYNAMIC HT  -         502.757 (meters)    1649.46  (feet)  COMP
 DA1209  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 DA1209
 DA1209  VERT ORDER  -  FIRST     CLASS II
 DA1209
 DA1209.The horizontal coordinates were scaled from a topographic map and have
 DA1209.an estimated accuracy of +/- 6 seconds.
 DA1209
 DA1209.The orthometric height was determined by differential leveling
 DA1209.and adjusted in June 1991.
 DA1209
 DA1209.The geoid height was determined by GEOID03.
 DA1209
 DA1209.The dynamic height is computed by dividing the NAVD 88
 DA1209.geopotential number by the normal gravity value computed on the
 DA1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1209.degrees latitude (g = 980.6199 gals.).
 DA1209
 DA1209.The modeled gravity was interpolated from observed gravity values.
 DA1209
 DA1209;                    North         East    Units  Estimated Accuracy
 DA1209;SPC AZ C     -   152,620.      128,250.      MT  (+/- 180 meters Scaled)
 DA1209
 DA1209                          SUPERSEDED SURVEY CONTROL
 DA1209
 DA1209.No superseded survey control is available for this station.
 DA1209
 DA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA286832(NAD 83)
 DA1209_MARKER: I = METAL ROD
 DA1209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1209_SP_SET: STAINLESS STEEL ROD
 DA1209_STAMPING: R 470 1981
 DA1209_MARK LOGO: NGS   
 DA1209_PROJECTION: FLUSH
 DA1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1209_ROD/PIPE-DEPTH: 3.0  meters
 DA1209
 DA1209  HISTORY     - Date     Condition        Report By
 DA1209  HISTORY     - 1981     MONUMENTED       NGS
 DA1209
 DA1209                          STATION DESCRIPTION
 DA1209
 DA1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1209'4.3 KM (2.7 MI) SE FROM AJO.
 DA1209'2.2 KM (1.4 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE TUCSON,
 DA1209'CORNELIA AND GILA BEND RAILROAD CROSSING IN AJO, THENCE 2.1 KM
 DA1209'(1.3 MI) EAST ALONG A DIRT PIPELINE ROAD, AT A LARGE STEEL GATE FOR
 DA1209'THE ROAD, 3.7 M (12.0 FT) NORTHWEST OF THE CENTERLINE OF THE DIRT
 DA1209'ROAD, 7.0 M (23.0 FT) SOUTHEAST OF THE CENTER OF A 36-INCH METAL
 DA1209'PIPE, 2.6 M (8.5 FT) SOUTHEAST OF A POWER POLE, 0.6 M (2.0 FT)
 DA1209'SOUTHWEST OF THE NORTHWEST CORNER POST OF THE GATE.  ROD DRIVEN TO
 DA1209'REFUSAL.
 DA1209'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 DA1209'THE MARK IS ABOVE LEVEL WITH DIRT ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0828 ***********************************************************************
 ET0828  DESIGNATION -  R 471
 ET0828  PID         -  ET0828
 ET0828  STATE/COUNTY-  AZ/MOHAVE
 ET0828  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0828
 ET0828                         *CURRENT SURVEY CONTROL
 ET0828  ___________________________________________________________________
 ET0828* NAD 83(1986)-  34 43 13.     (N)    113 56 45.     (W)     SCALED    
 ET0828* NAVD 88     -       914.118  (meters)    2999.07   (feet)  ADJUSTED  
 ET0828  ___________________________________________________________________
 ET0828  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET0828  DYNAMIC HT  -         913.033 (meters)    2995.51  (feet)  COMP
 ET0828  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 ET0828  OBS GRAVITY -     979,417.5   (mgal)                       GRAV_OBS
 ET0828
 ET0828  VERT ORDER  -  FIRST     CLASS II
 ET0828
 ET0828.The horizontal coordinates were scaled from a topographic map and have
 ET0828.an estimated accuracy of +/- 6 seconds.
 ET0828
 ET0828.The orthometric height was determined by differential leveling
 ET0828.and adjusted in June 1991.
 ET0828
 ET0828.The geoid height was determined by GEOID03.
 ET0828
 ET0828.The dynamic height is computed by dividing the NAVD 88
 ET0828.geopotential number by the normal gravity value computed on the
 ET0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0828.degrees latitude (g = 980.6199 gals.).
 ET0828
 ET0828.The modeled gravity was interpolated from observed gravity values.
 ET0828.The observed gravity was obtained from relative gravimeter ties
 ET0828.to the IGSN71 gravity network.
 ET0828
 ET0828;                    North         East    Units  Estimated Accuracy
 ET0828;SPC AZ W     -   412,580.      195,420.      MT  (+/- 180 meters Scaled)
 ET0828
 ET0828                          SUPERSEDED SURVEY CONTROL
 ET0828
 ET0828.No superseded survey control is available for this station.
 ET0828
 ET0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD302459(NAD 83)
 ET0828_MARKER: DB = BENCH MARK DISK
 ET0828_SETTING: 66 = SET IN ROCK OUTCROP
 ET0828_SP_SET: ROCK OUTCROP
 ET0828_STAMPING: R 471 1981
 ET0828_MARK LOGO: NGS   
 ET0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0828+STABILITY: POSITION/ELEVATION WELL
 ET0828
 ET0828  HISTORY     - Date     Condition        Report By
 ET0828  HISTORY     - 1981     MONUMENTED       NGS
 ET0828
 ET0828                          STATION DESCRIPTION
 ET0828
 ET0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0828'26.65 KM (16.55 MI) SE FROM YUCCA.
 ET0828'26.65 KM (16.55 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0828'INTERSTATE HIGHWAY 40 IN YUCCA, 0.2 KM (0.1 MI) SOUTHEAST OF A MOHAVE
 ET0828'COUNTY SURVEY MARKER IN TOP OF A LARGE BOULDER, SET IN THE TOP CENTER
 ET0828'OF A GRAY ROCK OUTCROP, 21.0 METERS (69.0 FT) SOUTHWEST OF THE
 ET0828'CENTERLINE OF ALAMO ROAD, 25.0 METERS (82.0 FT) EAST OF A JOSHUA TREE.
 ET0828'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ET0828'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1338 ***********************************************************************
 DU1338  DESIGNATION -  R 473
 DU1338  PID         -  DU1338
 DU1338  STATE/COUNTY-  AZ/MARICOPA
 DU1338  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1338
 DU1338                         *CURRENT SURVEY CONTROL
 DU1338  ___________________________________________________________________
 DU1338* NAD 83(1986)-  33 32 07.     (N)    111 54 33.     (W)     SCALED    
 DU1338* NAVD 88     -       392.386  (meters)    1287.35   (feet)  READJUSTED
 DU1338  ___________________________________________________________________
 DU1338  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1338  DYNAMIC HT  -         391.930 (meters)    1285.86  (feet)  COMP
 DU1338  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DU1338
 DU1338  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1338
 DU1338.The horizontal coordinates were scaled from a topographic map and have
 DU1338.an estimated accuracy of +/- 6 seconds.
 DU1338
 DU1338.The orthometric height was determined by differential leveling
 DU1338.and adjusted in July 2002.
 DU1338.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1338.distribution rate of 0.0 thru 1.0 mm/km.
 DU1338.The height was derived from older observations constrained to new
 DU1338.heights in a crustal motion area.  The height is approximate in
 DU1338.relation to other heights in its vicinity.
 DU1338.WARNING-Repeat measurements at this control monument indicate possible
 DU1338.vertical movement.
 DU1338
 DU1338.The geoid height was determined by GEOID03.
 DU1338
 DU1338.The dynamic height is computed by dividing the NAVD 88
 DU1338.geopotential number by the normal gravity value computed on the
 DU1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1338.degrees latitude (g = 980.6199 gals.).
 DU1338
 DU1338.The modeled gravity was interpolated from observed gravity values.
 DU1338
 DU1338;                    North         East    Units  Estimated Accuracy
 DU1338;SPC AZ C     -   281,110.      214,060.      MT  (+/- 180 meters Scaled)
 DU1338
 DU1338                          SUPERSEDED SURVEY CONTROL
 DU1338
 DU1338  NAVD 88 (11/29/93)  392.408  (m)         1287.43   (f) UNKNOWN     1 2
 DU1338  NAVD 88 (06/15/91)  392.428  (m)         1287.49   (f) UNKNOWN     1 2
 DU1338
 DU1338.Superseded values are not recommended for survey control.
 DU1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1338.See file dsdata.txt to determine how the superseded data were derived.
 DU1338
 DU1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155110(NAD 83)
 DU1338_MARKER: DV = VERTICAL CONTROL DISK
 DU1338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1338_SP_SET: BRIDGE ABUTMENT
 DU1338_STAMPING: R 473 1981
 DU1338_MARK LOGO: NGS   
 DU1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1338+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 DU1338
 DU1338  HISTORY     - Date     Condition        Report By
 DU1338  HISTORY     - 1981     MONUMENTED       NGS
 DU1338  HISTORY     - 1984     GOOD             AZDT
 DU1338  HISTORY     - 19990301 GOOD             NGS
 DU1338  HISTORY     - 20051205 GOOD             USPSQD
 DU1338
 DU1338                          STATION DESCRIPTION
 DU1338
 DU1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1338'IN SCOTTSDALE.
 DU1338'AT SCOTTSDALE, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE
 DU1338'HAYDEN ROAD BRIDGE OVER THE ARIZONA CANAL, 6.9 METERS (22.7 FT)
 DU1338'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF HAYDEN ROAD,
 DU1338'2.8 METERS (9 FT) NORTH OF THE CENTERLINE OF THE SOUTH CANAL ROAD,
 DU1338'0.8 METER (2.6 FT) WEST OF THE EAST END OF THE ABUTMENT.
 DU1338'THE MARK IS ABOVE LEVEL WITH THE BRIDGE SIDEWALK.
 DU1338
 DU1338                          STATION RECOVERY (1984)
 DU1338
 DU1338'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1338'RECOVERED IN GOOD CONDITION.
 DU1338
 DU1338                          STATION RECOVERY (1999)
 DU1338
 DU1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1338'IN SCOTTSDALE, AT THE INTERSECTION OF THE ARIZONA CANAL AND HAYDEN
 DU1338'ROADS, IN TOP OF AND 0.8 M (2.6 FT) WEST OF THE EAST END OF THE SOUTH
 DU1338'CONCRETE ABUTMENT OF THE HAYDEN ROAD BRIDGE SPANNING THE ARIZONA
 DU1338'CANAL, 335.0 M (1099.1 FT) SOUTH OF THE CENTER OF INDIAN BEND ROAD,
 DU1338'14.1 M (46.3 FT) EAST OF THE ROAD CENTER, 13.9 M (45.6 FT) SOUTH OF
 DU1338'THE CENTER OF THE CANAL, 5.1 M (16.7 FT) NORTH OF THE CENTER OF A BIKE
 DU1338'PATH, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF HAYDEN ROAD. NOTE--THE
 DU1338'MARK IS ON ROAD RIGHT-OF-WAY.
 DU1338
 DU1338                          STATION RECOVERY (2005)
 DU1338
 DU1338'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DU1338'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1251 ***********************************************************************
 DV1251  DESIGNATION -  R 474
 DV1251  PID         -  DV1251
 DV1251  STATE/COUNTY-  AZ/MARICOPA
 DV1251  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1251
 DV1251                         *CURRENT SURVEY CONTROL
 DV1251  ___________________________________________________________________
 DV1251* NAD 83(1986)-  33 35 49.     (N)    112 06 16.     (W)     SCALED    
 DV1251* NAVD 88     -       390.538  (meters)    1281.29   (feet)  ADJUSTED  
 DV1251  ___________________________________________________________________
 DV1251  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV1251  DYNAMIC HT  -         390.086 (meters)    1279.81  (feet)  COMP
 DV1251  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DV1251
 DV1251  VERT ORDER  -  FIRST     CLASS II
 DV1251
 DV1251.The horizontal coordinates were scaled from a topographic map and have
 DV1251.an estimated accuracy of +/- 6 seconds.
 DV1251
 DV1251.The orthometric height was determined by differential leveling
 DV1251.and adjusted in June 1991.
 DV1251
 DV1251.The geoid height was determined by GEOID03.
 DV1251
 DV1251.The dynamic height is computed by dividing the NAVD 88
 DV1251.geopotential number by the normal gravity value computed on the
 DV1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1251.degrees latitude (g = 980.6199 gals.).
 DV1251
 DV1251.The modeled gravity was interpolated from observed gravity values.
 DV1251
 DV1251;                    North         East    Units  Estimated Accuracy
 DV1251;SPC AZ C     -   287,970.      195,930.      MT  (+/- 180 meters Scaled)
 DV1251
 DV1251                          SUPERSEDED SURVEY CONTROL
 DV1251
 DV1251.No superseded survey control is available for this station.
 DV1251
 DV1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC975180(NAD 83)
 DV1251_MARKER: I = METAL ROD
 DV1251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1251_SP_SET: STAINLESS STEEL ROD
 DV1251_STAMPING: R 474 1981
 DV1251_MARK LOGO: NGS   
 DV1251_PROJECTION: FLUSH
 DV1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1251+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2007
 DV1251_ROD/PIPE-DEPTH: 7.6  meters
 DV1251
 DV1251  HISTORY     - Date     Condition        Report By
 DV1251  HISTORY     - 1981     MONUMENTED       NGS
 DV1251  HISTORY     - 1981     GOOD             AZDT
 DV1251  HISTORY     - 19910504 GOOD             USPSQD
 DV1251  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1251  HISTORY     - 20070315 GOOD             GEOCAC
 DV1251
 DV1251                          STATION DESCRIPTION
 DV1251
 DV1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1251'14.5 KM (9.0 MI) NE FROM PHOENIX.
 DV1251'13.4 KM (8.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1251'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 1.1 KM (0.7 MI) EAST
 DV1251'ALONG CACTUS ROAD, AT THE MAIN ENTRANCE TO THE SQUAW BUTTE ELEMENTARY
 DV1251'SCHOOL, AT THE SOUTHEAST CORNER AND INSIDE OF A PLANTER, 53.1 METERS
 DV1251'(174 FT) NORTH OF THE CENTERLINE OF THE ROAD, 23.7 METERS (77.8 FT)
 DV1251'NORTH OF THE SCHOOL FLAG POLE, 8.6 METERS (28.1 FT) EAST OF THE
 DV1251'SOUTHEAST CORNER OF THE SOUTH SCHOOL BUILDING, 25.8 METERS (84.7 FT)
 DV1251'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE EAST SCHOOL BUILDING,
 DV1251'1.1 METERS (3.6 FT) SOUTHEAST OF A 2-INCH PIPE SUPPORTING A MAIL BOX.
 DV1251'THE MARK IS ABOVE LEVEL WITH SCHOOL PARKING LOT.
 DV1251
 DV1251                          STATION RECOVERY (1981)
 DV1251
 DV1251'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1251'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1251'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO CACTUS ROAD, THENCE 0.7
 DV1251'MILE (1.12 KM) EAST ALONG CACTUS ROAD TO MARK ON THE EAST SIDE
 DV1251'OF SHAW BUTTE SCHOOL.  28 FT (8.40 METERS) EAST OF SOUTHEAST CORNER
 DV1251'OF BUILDING, 77.5 FT (23.25 METERS) NORTHEAST OF FLAGPOLE.  1.15 FEET
 DV1251'(0.35 METERS) NORTH OF OUTSIDE FACE OF EAST-WEST CURB.  1.15 FEET
 DV1251'(0.35 METERS) WEST OF OUTSIDE FACE OF NORTH-SOUTH CURB.  FLUSH WITH
 DV1251'GROUND.
 DV1251
 DV1251                          STATION RECOVERY (1991)
 DV1251
 DV1251'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1251'RECOVERED IN GOOD CONDITION.
 DV1251
 DV1251                          STATION RECOVERY (2004)
 DV1251
 DV1251'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1251'NOT FOUND.
 DV1251
 DV1251                          STATION RECOVERY (2007)
 DV1251
 DV1251'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1280 ***********************************************************************
 DV1280  DESIGNATION -  R 475
 DV1280  PID         -  DV1280
 DV1280  STATE/COUNTY-  AZ/MARICOPA
 DV1280  USGS QUAD   -  WADDELL (1975)
 DV1280
 DV1280                         *CURRENT SURVEY CONTROL
 DV1280  ___________________________________________________________________
 DV1280* NAD 83(1986)-  33 30 28.     (N)    112 28 10.     (W)     SCALED    
 DV1280* NAVD 88     -       351.034  (meters)    1151.68   (feet)  ADJUSTED  
 DV1280  ___________________________________________________________________
 DV1280  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV1280  DYNAMIC HT  -         350.629 (meters)    1150.36  (feet)  COMP
 DV1280  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DV1280
 DV1280  VERT ORDER  -  FIRST     CLASS II
 DV1280
 DV1280.The horizontal coordinates were scaled from a topographic map and have
 DV1280.an estimated accuracy of +/- 6 seconds.
 DV1280
 DV1280.The orthometric height was determined by differential leveling
 DV1280.and adjusted in June 1991.
 DV1280
 DV1280.The geoid height was determined by GEOID03.
 DV1280
 DV1280.The dynamic height is computed by dividing the NAVD 88
 DV1280.geopotential number by the normal gravity value computed on the
 DV1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1280.degrees latitude (g = 980.6199 gals.).
 DV1280
 DV1280.The modeled gravity was interpolated from observed gravity values.
 DV1280
 DV1280;                    North         East    Units  Estimated Accuracy
 DV1280;SPC AZ C     -   278,200.      162,000.      MT  (+/- 180 meters Scaled)
 DV1280
 DV1280                          SUPERSEDED SURVEY CONTROL
 DV1280
 DV1280.No superseded survey control is available for this station.
 DV1280
 DV1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC635085(NAD 83)
 DV1280_MARKER: DB = BENCH MARK DISK
 DV1280_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1280_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1280_STAMPING: R 475 1981
 DV1280_MARK LOGO: NGS   
 DV1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1280+STABILITY: POSITION/ELEVATION WELL
 DV1280
 DV1280  HISTORY     - Date     Condition        Report By
 DV1280  HISTORY     - 1981     MONUMENTED       NGS
 DV1280  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV1280
 DV1280                          STATION DESCRIPTION
 DV1280
 DV1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1280'18.5 KM (11.5 MI) NW FROM GOODYEAR.
 DV1280'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1280'THENCE 6.5 KM (4.0 MI) NORTH ALONG PERRYVILLE ROAD, THENCE 0.8 KM
 DV1280'(0.5 MI) WEST ALONG INDIAN SCHOOL ROAD, THENCE 1.6 KM (1.0 MI) NORTH
 DV1280'ALONG CANAL ROAD, AT THE SOUTHEAST CORNER OF THE T JUNCTION OF
 DV1280'CAMELBACK ROAD, AT A DEEP WATER WELL IRRIGATION PUMP, IN TOP OF THE
 DV1280'NORTHEAST CORNER OF THE CONCRETE PUMP PAD, 18.2 METERS (59.7 FT) EAST
 DV1280'OF THE CENTERLINE OF CANAL ROAD, 12 METERS (39.4 FT) SOUTH OF THE
 DV1280'CENTERLINE OF CAMELBACK ROAD, 15 METERS (49.2 FT) NORTH OF THE
 DV1280'NORTHEAST CORNER OF A 13 BY 27 FOOT CONCRETE WATER TANK, 7.2 METERS
 DV1280'(23.6 FT) EAST OF THE EAST EDGE OF A 10 FOOT STEEL WATER TANK, 4.8
 DV1280'METERS (15.8 FT) WEST OF THE NORTH POLE OF A DOUBLE POLE STRUCTURE
 DV1280'BEARING 3 TRANSFORMERS AND 22.1 METERS (72.5 FT) SOUTH OF BENCH MARK
 DV1280'F 265.
 DV1280'THE MARK IS 0.5 M BELOW TOP OF CONCRETE TANK.
 DV1280
 DV1280                          STATION RECOVERY (2007)
 DV1280
 DV1280'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1280'THE WELLHEAD HAS BEEN CONSIDERABLY MODIFIED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1291 ***********************************************************************
 DV1291  DESIGNATION -  R 476
 DV1291  PID         -  DV1291
 DV1291  STATE/COUNTY-  AZ/MARICOPA
 DV1291  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1291
 DV1291                         *CURRENT SURVEY CONTROL
 DV1291  ___________________________________________________________________
 DV1291* NAD 83(1986)-  33 30 20.     (N)    113 04 16.     (W)     SCALED    
 DV1291* NAVD 88     -       376.826  (meters)    1236.30   (feet)  ADJUSTED  
 DV1291  ___________________________________________________________________
 DV1291  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1291  DYNAMIC HT  -         376.393 (meters)    1234.88  (feet)  COMP
 DV1291  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 DV1291
 DV1291  VERT ORDER  -  FIRST     CLASS II
 DV1291
 DV1291.The horizontal coordinates were scaled from a topographic map and have
 DV1291.an estimated accuracy of +/- 6 seconds.
 DV1291
 DV1291.The orthometric height was determined by differential leveling
 DV1291.and adjusted in June 1991.
 DV1291
 DV1291.The geoid height was determined by GEOID03.
 DV1291
 DV1291.The dynamic height is computed by dividing the NAVD 88
 DV1291.geopotential number by the normal gravity value computed on the
 DV1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1291.degrees latitude (g = 980.6199 gals.).
 DV1291
 DV1291.The modeled gravity was interpolated from observed gravity values.
 DV1291
 DV1291;                    North         East    Units  Estimated Accuracy
 DV1291;SPC AZ C     -   278,410.      106,100.      MT  (+/- 180 meters Scaled)
 DV1291
 DV1291                          SUPERSEDED SURVEY CONTROL
 DV1291
 DV1291.No superseded survey control is available for this station.
 DV1291
 DV1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC076092(NAD 83)
 DV1291_MARKER: DB = BENCH MARK DISK
 DV1291_SETTING: 66 = SET IN ROCK OUTCROP
 DV1291_SP_SET: ROCK OUTCROP
 DV1291_STAMPING: R 476 1981
 DV1291_MARK LOGO: NGS   
 DV1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1291+STABILITY: POSITION/ELEVATION WELL
 DV1291
 DV1291  HISTORY     - Date     Condition        Report By
 DV1291  HISTORY     - 1981     MONUMENTED       NGS
 DV1291  HISTORY     - 1981     GOOD             NGS
 DV1291
 DV1291                          STATION DESCRIPTION
 DV1291
 DV1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1291'13.35 KM (8.3 MI) NW FROM TONOPAH.
 DV1291'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1291'AT TONOPAH, THENCE 1.8 KM (1.1 MI) NORTHWEST ALONG SALOME ROAD, THENCE
 DV1291'0.55 KM (0.35 MI) NORTHEAST ACROSS COUNTRY, IN TOP OF A ROCK OUTCROP
 DV1291'ON THE WEST SIDE OF THE SOUTH ROCKY KNOLL, 37.2 METERS (122 FT) NORTH
 DV1291'OF THE CENTERLINE OF A DIRT ROAD, 14.5 METERS (47.5 FT) SOUTHWEST OF
 DV1291'AND 3.0 METERS (10 FT) BELOW THE HIGHEST POINT OF THE KNOLL.
 DV1291'THE MARK IS 1.55 METERS  S FROM A WITNESS POST.
 DV1291'THE MARK IS 2.5 M ABOVE THE DIRT ROAD.
 DV1291
 DV1291                          STATION RECOVERY (1981)
 DV1291
 DV1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1291'PREVIOUSLY DESCRIBED IN FILE L24555 PART 2
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1380 ***********************************************************************
 DV1380  DESIGNATION -  R 477
 DV1380  PID         -  DV1380
 DV1380  STATE/COUNTY-  AZ/LA PAZ
 DV1380  USGS QUAD   -  SALOME (1990)
 DV1380
 DV1380                         *CURRENT SURVEY CONTROL
 DV1380  ___________________________________________________________________
 DV1380* NAD 83(1986)-  33 45 04.     (N)    113 33 33.     (W)     SCALED    
 DV1380* NAVD 88     -       535.775  (meters)    1757.79   (feet)  ADJUSTED  
 DV1380  ___________________________________________________________________
 DV1380  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV1380  DYNAMIC HT  -         535.147 (meters)    1755.73  (feet)  COMP
 DV1380  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 DV1380
 DV1380  VERT ORDER  -  FIRST     CLASS II
 DV1380
 DV1380.The horizontal coordinates were scaled from a topographic map and have
 DV1380.an estimated accuracy of +/- 6 seconds.
 DV1380
 DV1380.The orthometric height was determined by differential leveling
 DV1380.and adjusted in June 1991.
 DV1380
 DV1380.The geoid height was determined by GEOID03.
 DV1380
 DV1380.The dynamic height is computed by dividing the NAVD 88
 DV1380.geopotential number by the normal gravity value computed on the
 DV1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1380.degrees latitude (g = 980.6199 gals.).
 DV1380
 DV1380.The modeled gravity was interpolated from observed gravity values.
 DV1380
 DV1380;                    North         East    Units  Estimated Accuracy
 DV1380;SPC AZ W     -   305,080.      231,040.      MT  (+/- 180 meters Scaled)
 DV1380
 DV1380                          SUPERSEDED SURVEY CONTROL
 DV1380
 DV1380.No superseded survey control is available for this station.
 DV1380
 DV1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC629375(NAD 83)
 DV1380_MARKER: I = METAL ROD
 DV1380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1380_SP_SET: STAINLESS STEEL ROD
 DV1380_STAMPING: R 477 1981
 DV1380_MARK LOGO: NGS   
 DV1380_PROJECTION: FLUSH
 DV1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1380_ROD/PIPE-DEPTH: 3    meters
 DV1380
 DV1380  HISTORY     - Date     Condition        Report By
 DV1380  HISTORY     - 1981     MONUMENTED       NGS
 DV1380
 DV1380                          STATION DESCRIPTION
 DV1380
 DV1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1380'6.4 KM (4.0 MI) SE FROM SALOME.
 DV1380'6.4 KM (4.0 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1380'HIGHWAY 60 AT SALOME, 32.3 METERS (106 FT) NORTHEAST OF THE CENTERLINE
 DV1380'OF THE ROAD, 2.0 METERS (6.6 FT) SOUTHWEST OF A JUNCTION POWER LINE
 DV1380'POLE WITH A GUY WIRE AND SPUR LINE CROSSING THE ROAD TO 2 HOUSES, THE
 DV1380'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.
 DV1380'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DV1380'THE MARK IS 1.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1402 ***********************************************************************
 DV1402  DESIGNATION -  R 478
 DV1402  PID         -  DV1402
 DV1402  STATE/COUNTY-  AZ/LA PAZ
 DV1402  USGS QUAD   -  VICKSBURG (1990)
 DV1402
 DV1402                         *CURRENT SURVEY CONTROL
 DV1402  ___________________________________________________________________
 DV1402* NAD 83(1986)-  33 42 21.     (N)    113 49 53.     (W)     SCALED    
 DV1402* NAVD 88     -       342.788  (meters)    1124.63   (feet)  ADJUSTED  
 DV1402  ___________________________________________________________________
 DV1402  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1402  DYNAMIC HT  -         342.399 (meters)    1123.35  (feet)  COMP
 DV1402  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 DV1402
 DV1402  VERT ORDER  -  FIRST     CLASS II
 DV1402
 DV1402.The horizontal coordinates were scaled from a topographic map and have
 DV1402.an estimated accuracy of +/- 6 seconds.
 DV1402
 DV1402.The orthometric height was determined by differential leveling
 DV1402.and adjusted in June 1991.
 DV1402
 DV1402.The geoid height was determined by GEOID03.
 DV1402
 DV1402.The dynamic height is computed by dividing the NAVD 88
 DV1402.geopotential number by the normal gravity value computed on the
 DV1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1402.degrees latitude (g = 980.6199 gals.).
 DV1402
 DV1402.The modeled gravity was interpolated from observed gravity values.
 DV1402
 DV1402;                    North         East    Units  Estimated Accuracy
 DV1402;SPC AZ W     -   300,040.      205,820.      MT  (+/- 180 meters Scaled)
 DV1402
 DV1402                          SUPERSEDED SURVEY CONTROL
 DV1402
 DV1402.No superseded survey control is available for this station.
 DV1402
 DV1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC375331(NAD 83)
 DV1402_MARKER: I = METAL ROD
 DV1402_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1402_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1402_STAMPING: R 478 1981
 DV1402_MARK LOGO: NGS   
 DV1402_PROJECTION: FLUSH
 DV1402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1402+STABILITY: POSITION/ELEVATION WELL
 DV1402_ROD/PIPE-DEPTH: 10.3 meters
 DV1402_SLEEVE-DEPTH  : 8.2 meters
 DV1402
 DV1402  HISTORY     - Date     Condition        Report By
 DV1402  HISTORY     - 1981     MONUMENTED       NGS
 DV1402  HISTORY     - 19890129 GOOD             USPSQD
 DV1402
 DV1402                          STATION DESCRIPTION
 DV1402
 DV1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1402'23.8 KM (14.8 MI) SW FROM SALOME.
 DV1402'23.8 KM (14.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1402'SALOME ROAD IN SALOME, 1.3 KM (0.8 MI) SOUTHWEST OF THE ROAD
 DV1402'INTERSECTION IN THE ABANDONED COMMUNITY OF DESERT WELLS, 27.4 METERS
 DV1402'(90.0 FT) NORTHWEST OF HIGHWAY MILEPOST 42, 32.6 METERS (107 FT)
 DV1402'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 40.6 METERS (133 FT) NORTH
 DV1402'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL FOR A 5 CHANNEL CULVERT
 DV1402'UNDER THE HIGHWAY, 1.2 METERS (4.0 FT) SOUTHEAST OF THE HIGHWAY
 DV1402'RIGHT-OF-WAY FENCE.
 DV1402'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 DV1402'THE MARK IS 1.8 M BELOW THE HIGHWAY CENTERLINE.
 DV1402
 DV1402                          STATION RECOVERY (1989)
 DV1402
 DV1402'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DV1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1298 ***********************************************************************
 DW1298  DESIGNATION -  R 479
 DW1298  PID         -  DW1298
 DW1298  STATE/COUNTY-  AZ/LA PAZ
 DW1298  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW1298
 DW1298                         *CURRENT SURVEY CONTROL
 DW1298  ___________________________________________________________________
 DW1298* NAD 83(1986)-  33 38 53.     (N)    114 21 16.     (W)     SCALED    
 DW1298* NAVD 88     -       338.607  (meters)    1110.91   (feet)  ADJUSTED  
 DW1298  ___________________________________________________________________
 DW1298  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DW1298  DYNAMIC HT  -         338.227 (meters)    1109.67  (feet)  COMP
 DW1298  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 DW1298
 DW1298  VERT ORDER  -  FIRST     CLASS II
 DW1298
 DW1298.The horizontal coordinates were scaled from a topographic map and have
 DW1298.an estimated accuracy of +/- 6 seconds.
 DW1298
 DW1298.The orthometric height was determined by differential leveling
 DW1298.and adjusted in June 1991.
 DW1298
 DW1298.The geoid height was determined by GEOID03.
 DW1298
 DW1298.The dynamic height is computed by dividing the NAVD 88
 DW1298.geopotential number by the normal gravity value computed on the
 DW1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1298.degrees latitude (g = 980.6199 gals.).
 DW1298
 DW1298.The modeled gravity was interpolated from observed gravity values.
 DW1298
 DW1298;                    North         East    Units  Estimated Accuracy
 DW1298;SPC AZ W     -   293,790.      157,290.      MT  (+/- 180 meters Scaled)
 DW1298
 DW1298                          SUPERSEDED SURVEY CONTROL
 DW1298
 DW1298.No superseded survey control is available for this station.
 DW1298
 DW1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT453262(NAD 83)
 DW1298_MARKER: DB = BENCH MARK DISK
 DW1298_SETTING: 66 = SET IN ROCK OUTCROP
 DW1298_SP_SET: ROCK OUTCROP
 DW1298_STAMPING: R 479 1981
 DW1298_MARK LOGO: NGS   
 DW1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1298+STABILITY: POSITION/ELEVATION WELL
 DW1298
 DW1298  HISTORY     - Date     Condition        Report By
 DW1298  HISTORY     - 1981     MONUMENTED       NGS
 DW1298
 DW1298                          STATION DESCRIPTION
 DW1298
 DW1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1298'17.8 KM (11.05 MI) EAST FROM EHRENBERG.
 DW1298'17.8 KM (11.05 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END
 DW1298'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 1.8 KM
 DW1298'(1.1 MI) WEST OF THE DOME ROCK INTERCHANGE, 0.25 KM (0.15 MI) WEST OF
 DW1298'HIGHWAY MILEPOST 11, SET IN TOP OF A ROCK OUTCROP IN A SMALL HIGHWAY
 DW1298'CUTBANK, 12.5 METERS (41.0 FT) SOUTH OF THE CENTERLINE OF THE
 DW1298'EAST-BOUND LANES, 30.5 METERS (100 FT) WEST OF THE EAST END OF THE
 DW1298'CUT.
 DW1298'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 DW1298'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0761 ***********************************************************************
 ET0761  DESIGNATION -  R 480
 ET0761  PID         -  ET0761
 ET0761  STATE/COUNTY-  AZ/LA PAZ
 ET0761  USGS QUAD   -  ALAMO DAM (1990)
 ET0761
 ET0761                         *CURRENT SURVEY CONTROL
 ET0761  ___________________________________________________________________
 ET0761* NAD 83(1986)-  34 09 12.     (N)    113 30 06.     (W)     SCALED    
 ET0761* NAVD 88     -       587.767  (meters)    1928.37   (feet)  ADJUSTED  
 ET0761  ___________________________________________________________________
 ET0761  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 ET0761  DYNAMIC HT  -         587.096 (meters)    1926.16  (feet)  COMP
 ET0761  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 ET0761  OBS GRAVITY -     979,475.3   (mgal)                       GRAV_OBS
 ET0761
 ET0761  VERT ORDER  -  FIRST     CLASS II
 ET0761
 ET0761.The horizontal coordinates were scaled from a topographic map and have
 ET0761.an estimated accuracy of +/- 6 seconds.
 ET0761
 ET0761.The orthometric height was determined by differential leveling
 ET0761.and adjusted in June 1991.
 ET0761
 ET0761.The geoid height was determined by GEOID03.
 ET0761
 ET0761.The dynamic height is computed by dividing the NAVD 88
 ET0761.geopotential number by the normal gravity value computed on the
 ET0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0761.degrees latitude (g = 980.6199 gals.).
 ET0761
 ET0761.The modeled gravity was interpolated from observed gravity values.
 ET0761.The observed gravity was obtained from relative gravimeter ties
 ET0761.to the IGSN71 gravity network.
 ET0761
 ET0761;                    North         East    Units  Estimated Accuracy
 ET0761;SPC AZ W     -   349,700.      236,260.      MT  (+/- 180 meters Scaled)
 ET0761
 ET0761                          SUPERSEDED SURVEY CONTROL
 ET0761
 ET0761.No superseded survey control is available for this station.
 ET0761
 ET0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC693819(NAD 83)
 ET0761_MARKER: I = METAL ROD
 ET0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0761_SP_SET: STAINLESS STEEL ROD
 ET0761_STAMPING: R 480 1981
 ET0761_MARK LOGO: NGS   
 ET0761_PROJECTION: FLUSH
 ET0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0761+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0761_ROD/PIPE-DEPTH: 1.8  meters
 ET0761
 ET0761  HISTORY     - Date     Condition        Report By
 ET0761  HISTORY     - 1981     MONUMENTED       NGS
 ET0761  HISTORY     - 19990306 GOOD             USPSQD
 ET0761  HISTORY     - 20081016 GOOD             GEOCAC
 ET0761
 ET0761                          STATION DESCRIPTION
 ET0761
 ET0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0761'18.7 KM (11.65 MI) SE FROM ALAMO LAKE.
 ET0761'18.7 KM (11.65 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0761'SOUTHEAST END OF ALAMO DAM, SET IN THE EAST CORNER OF THE T JUNCTION
 ET0761'OF AN OLD PAVED ROAD LEADING SOUTHEAST AND PARALLELING A DEEP WASH,
 ET0761'14.0 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 48.7
 ET0761'METERS (160 FT) NORTHEAST OF THE SOUTHEAST END OF A 48-INCH CORRUGATED
 ET0761'PIPE CULVERT FOR A DRY WASH UNDER THE ROAD, 11.0 METERS (36.0 FT)
 ET0761'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD.
 ET0761'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 ET0761'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
 ET0761
 ET0761                          STATION RECOVERY (1999)
 ET0761
 ET0761'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0761'RECOVERED IN GOOD CONDITION.
 ET0761
 ET0761                          STATION RECOVERY (2008)
 ET0761
 ET0761'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0761'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0761' 
 ET0761'N 34 09.183'  W 113 30.119'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0807 ***********************************************************************
 ET0807  DESIGNATION -  R 481
 ET0807  PID         -  ET0807
 ET0807  STATE/COUNTY-  AZ/MOHAVE
 ET0807  USGS QUAD   -  GROOM SPRING (1967)
 ET0807
 ET0807                         *CURRENT SURVEY CONTROL
 ET0807  ___________________________________________________________________
 ET0807* NAD 83(1986)-  34 30 54.     (N)    113 44 14.     (W)     SCALED    
 ET0807* NAVD 88     -       786.253  (meters)    2579.57   (feet)  ADJUSTED  
 ET0807  ___________________________________________________________________
 ET0807  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 ET0807  DYNAMIC HT  -         785.331 (meters)    2576.54  (feet)  COMP
 ET0807  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 ET0807
 ET0807  VERT ORDER  -  FIRST     CLASS II
 ET0807
 ET0807.The horizontal coordinates were scaled from a topographic map and have
 ET0807.an estimated accuracy of +/- 6 seconds.
 ET0807
 ET0807.The orthometric height was determined by differential leveling
 ET0807.and adjusted in June 1991.
 ET0807
 ET0807.The geoid height was determined by GEOID03.
 ET0807
 ET0807.The dynamic height is computed by dividing the NAVD 88
 ET0807.geopotential number by the normal gravity value computed on the
 ET0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0807.degrees latitude (g = 980.6199 gals.).
 ET0807
 ET0807.The modeled gravity was interpolated from observed gravity values.
 ET0807
 ET0807;                    North         East    Units  Estimated Accuracy
 ET0807;SPC AZ W     -   389,790.      214,530.      MT  (+/- 180 meters Scaled)
 ET0807
 ET0807                          SUPERSEDED SURVEY CONTROL
 ET0807
 ET0807.No superseded survey control is available for this station.
 ET0807
 ET0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD487226(NAD 83)
 ET0807_MARKER: I = METAL ROD
 ET0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0807_SP_SET: STAINLESS STEEL ROD
 ET0807_STAMPING: R 481 1981
 ET0807_MARK LOGO: NGS   
 ET0807_PROJECTION: FLUSH
 ET0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0807_ROD/PIPE-DEPTH: 2.4  meters
 ET0807
 ET0807  HISTORY     - Date     Condition        Report By
 ET0807  HISTORY     - 1981     MONUMENTED       NGS
 ET0807
 ET0807                          STATION DESCRIPTION
 ET0807
 ET0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0807'56.8 KM (35.3 MI) SE FROM YUCCA.
 ET0807'56.8 KM (35.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0807'INTERSTATE HIGHWAY 40 IN YUCCA, 0.8 KM (0.5 MI) NORTH OF A NATURAL GAS
 ET0807'PIPE LINE CROSSING, 0.2 KM (0.1 MI) SOUTH OF THE CROSSING OF A SMALL
 ET0807'DRY WASH, ALSO APPROXIMATELY 1.8 KM (1.1 MI) CROSS-COUNTRY FROM COYOTE
 ET0807'WELL, AT THE JUNCTION OF AN ABANDONED ROAD, 19.3 METERS (63.4 FT) EAST
 ET0807'OF THE CENTERLINE OF ALAMO ROAD.
 ET0807'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 ET0807'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0786 ***********************************************************************
 ET0786  DESIGNATION -  R 482
 ET0786  PID         -  ET0786
 ET0786  STATE/COUNTY-  AZ/MOHAVE
 ET0786  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0786
 ET0786                         *CURRENT SURVEY CONTROL
 ET0786  ___________________________________________________________________
 ET0786* NAD 83(1986)-  34 16 27.     (N)    113 36 53.     (W)     SCALED    
 ET0786* NAVD 88     -       421.042  (meters)    1381.37   (feet)  ADJUSTED  
 ET0786  ___________________________________________________________________
 ET0786  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0786  DYNAMIC HT  -         420.574 (meters)    1379.83  (feet)  COMP
 ET0786  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 ET0786  OBS GRAVITY -     979,508.7   (mgal)                       GRAV_OBS
 ET0786
 ET0786  VERT ORDER  -  FIRST     CLASS II
 ET0786
 ET0786.The horizontal coordinates were scaled from a topographic map and have
 ET0786.an estimated accuracy of +/- 6 seconds.
 ET0786
 ET0786.The orthometric height was determined by differential leveling
 ET0786.and adjusted in June 1991.
 ET0786
 ET0786.The geoid height was determined by GEOID03.
 ET0786
 ET0786.The dynamic height is computed by dividing the NAVD 88
 ET0786.geopotential number by the normal gravity value computed on the
 ET0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0786.degrees latitude (g = 980.6199 gals.).
 ET0786
 ET0786.The modeled gravity was interpolated from observed gravity values.
 ET0786.The observed gravity was obtained from relative gravimeter ties
 ET0786.to the IGSN71 gravity network.
 ET0786
 ET0786;                    North         East    Units  Estimated Accuracy
 ET0786;SPC AZ W     -   363,080.      225,820.      MT  (+/- 180 meters Scaled)
 ET0786
 ET0786                          SUPERSEDED SURVEY CONTROL
 ET0786
 ET0786.No superseded survey control is available for this station.
 ET0786
 ET0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC592956(NAD 83)
 ET0786_MARKER: I = METAL ROD
 ET0786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0786_SP_SET: STAINLESS STEEL ROD
 ET0786_STAMPING: R 482 1981
 ET0786_MARK LOGO: NGS   
 ET0786_PROJECTION: FLUSH
 ET0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0786_ROD/PIPE-DEPTH: 4.2  meters
 ET0786
 ET0786  HISTORY     - Date     Condition        Report By
 ET0786  HISTORY     - 1981     MONUMENTED       NGS
 ET0786
 ET0786                          STATION DESCRIPTION
 ET0786
 ET0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0786'90.5 KM (56.25 MI) SE FROM YUCCA.
 ET0786'89.0 KM (55.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0786'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.5 KM (0.95 MI) SOUTHEAST
 ET0786'ALONG A BLADED ROAD LEADING SOUTHEAST TO ALAMO LAKE, 0.25 KM (0.15 MI)
 ET0786'NORTHWEST OF THE JUNCTION OF A PRIVATE DRIVE LEADING TO A SMALL GROUP
 ET0786'OF HOUSES, ALSO 7.15 KM (4.45 MI) NORTH OF THE SOUTHEAST END OF THE
 ET0786'ALAMO DAM, SET ON THE INSIDE OF A Y JUNCTION OF A BLADED ROAD LEADING
 ET0786'WEST, 10.1 METERS (33.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 ET0786'7.6 METERS (25.0 FT) NORTH OF THE CENTERLINE OF THE BLADED ROAD.
 ET0786'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 ET0786'THE MARK IS 1.0 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0894 ***********************************************************************
 FS0894  DESIGNATION -  R 484
 FS0894  PID         -  FS0894
 FS0894  STATE/COUNTY-  AZ/MOHAVE
 FS0894  USGS QUAD   -  KINGMAN SW (1983)
 FS0894
 FS0894                         *CURRENT SURVEY CONTROL
 FS0894  ___________________________________________________________________
 FS0894* NAD 83(1986)-  35 03 09.     (N)    114 07 39.     (W)     SCALED    
 FS0894* NAVD 88     -       768.522  (meters)    2521.39   (feet)  ADJUSTED  
 FS0894  ___________________________________________________________________
 FS0894  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FS0894  DYNAMIC HT  -         767.644 (meters)    2518.51  (feet)  COMP
 FS0894  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 FS0894
 FS0894  VERT ORDER  -  FIRST     CLASS II
 FS0894
 FS0894.The horizontal coordinates were scaled from a topographic map and have
 FS0894.an estimated accuracy of +/- 6 seconds.
 FS0894
 FS0894.The orthometric height was determined by differential leveling
 FS0894.and adjusted in June 1991.
 FS0894
 FS0894.The geoid height was determined by GEOID03.
 FS0894
 FS0894.The dynamic height is computed by dividing the NAVD 88
 FS0894.geopotential number by the normal gravity value computed on the
 FS0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0894.degrees latitude (g = 980.6199 gals.).
 FS0894
 FS0894.The modeled gravity was interpolated from observed gravity values.
 FS0894
 FS0894;                    North         East    Units  Estimated Accuracy
 FS0894;SPC AZ W     -   449,480.      178,920.      MT  (+/- 180 meters Scaled)
 FS0894
 FS0894                          SUPERSEDED SURVEY CONTROL
 FS0894
 FS0894.No superseded survey control is available for this station.
 FS0894
 FS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU619826(NAD 83)
 FS0894_MARKER: DB = BENCH MARK DISK
 FS0894_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0894_SP_SET: HEADWALL
 FS0894_STAMPING: R 484 1981
 FS0894_MARK LOGO: NGS   
 FS0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0894
 FS0894  HISTORY     - Date     Condition        Report By
 FS0894  HISTORY     - 1981     MONUMENTED       NGS
 FS0894
 FS0894                          STATION DESCRIPTION
 FS0894
 FS0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0894'17.9 KM (11.1 MI) SW FROM KINGMAN.
 FS0894'17.9 KM (11.1 MI) SOUTHWEST ALONG THE WEST BOUND LANES OF INTERSTATE
 FS0894'HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 93 IN KINGMAN, IN TOP OF
 FS0894'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A DOUBLE BOX CULVERT,
 FS0894'0.55 KM (0.35 MI) NORTHEAST OF MILEPOST 39, 12.8 METERS (42 FT)
 FS0894'NORTHWEST OF THE CENTERLINE OF THE WEST LANES, 42.1 METERS (138 FT)
 FS0894'NORTHEAST OF THE SOUTHEAST METAL LEG OF A HIGHWAY SIGN READING
 FS0894'GRIFFITH RD 1 MILE EXIT 37.
 FS0894'THE MARK IS 1.2 M BELOW THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0962 ***********************************************************************
 FS0962  DESIGNATION -  R 485
 FS0962  PID         -  FS0962
 FS0962  STATE/COUNTY-  AZ/MOHAVE
 FS0962  USGS QUAD   -  MOUNT WILSON (1989)
 FS0962
 FS0962                         *CURRENT SURVEY CONTROL
 FS0962  ___________________________________________________________________
 FS0962* NAD 83(1986)-  35 53 26.     (N)    114 37 21.     (W)     SCALED    
 FS0962* NAVD 88     -       558.875  (meters)    1833.58   (feet)  ADJUSTED  
 FS0962  ___________________________________________________________________
 FS0962  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0962  DYNAMIC HT  -         558.312 (meters)    1831.73  (feet)  COMP
 FS0962  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 FS0962
 FS0962  VERT ORDER  -  FIRST     CLASS II
 FS0962
 FS0962.The horizontal coordinates were scaled from a topographic map and have
 FS0962.an estimated accuracy of +/- 6 seconds.
 FS0962
 FS0962.The orthometric height was determined by differential leveling
 FS0962.and adjusted in June 1991.
 FS0962
 FS0962.The geoid height was determined by GEOID03.
 FS0962
 FS0962.The dynamic height is computed by dividing the NAVD 88
 FS0962.geopotential number by the normal gravity value computed on the
 FS0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0962.degrees latitude (g = 980.6199 gals.).
 FS0962
 FS0962.The modeled gravity was interpolated from observed gravity values.
 FS0962
 FS0962;                    North         East    Units  Estimated Accuracy
 FS0962;SPC AZ W     -   542,740.      134,590.      MT  (+/- 180 meters Scaled)
 FS0962
 FS0962                          SUPERSEDED SURVEY CONTROL
 FS0962
 FS0962.No superseded survey control is available for this station.
 FS0962
 FS0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV145744(NAD 83)
 FS0962_MARKER: I = METAL ROD
 FS0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS0962_SP_SET: STAINLESS STEEL ROD
 FS0962_STAMPING: R 485 1981
 FS0962_MARK LOGO: NGS   
 FS0962_PROJECTION: RECESSED 9 CENTIMETERS
 FS0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0962_ROD/PIPE-DEPTH: 8.5  meters
 FS0962
 FS0962  HISTORY     - Date     Condition        Report By
 FS0962  HISTORY     - 1981     MONUMENTED       NGS
 FS0962
 FS0962                          STATION DESCRIPTION
 FS0962
 FS0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0962'19.45 KM (12.1 MI) SE FROM HOOVER DAM.
 FS0962'19.45 KM (12.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0962'END OF HOOVER DAM, 30.2 METERS (99 FT) EAST OF MILEPOST 12, 23.8
 FS0962'METERS (78 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21 METERS
 FS0962'(69 FT) NORTH-NORTHEAST OF THE NORTHEAST END OF A GUARD RAIL, 21.9
 FS0962'METERS (72 FT) WEST-SOUTHWEST OF THE CENTER OF A WASH, THE ROD WAS
 FS0962'DRIVEN TO REFUSAL.
 FS0962'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 FS0962'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0692 ***********************************************************************
 FR0692  DESIGNATION -  R 486
 FR0692  PID         -  FR0692
 FR0692  STATE/COUNTY-  AZ/MOHAVE
 FR0692  USGS QUAD   -  ANTARES (1980)
 FR0692
 FR0692                         *CURRENT SURVEY CONTROL
 FR0692  ___________________________________________________________________
 FR0692* NAD 83(1986)-  35 24 28.     (N)    113 49 34.     (W)     SCALED    
 FR0692* NAVD 88     -      1090.760  (meters)    3578.60   (feet)  ADJUSTED  
 FR0692  ___________________________________________________________________
 FR0692  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FR0692  DYNAMIC HT  -        1089.468 (meters)    3574.36  (feet)  COMP
 FR0692  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 FR0692
 FR0692  VERT ORDER  -  FIRST     CLASS II
 FR0692
 FR0692.The horizontal coordinates were scaled from a topographic map and have
 FR0692.an estimated accuracy of +/- 6 seconds.
 FR0692
 FR0692.The orthometric height was determined by differential leveling
 FR0692.and adjusted in June 1991.
 FR0692
 FR0692.The geoid height was determined by GEOID03.
 FR0692
 FR0692.The dynamic height is computed by dividing the NAVD 88
 FR0692.geopotential number by the normal gravity value computed on the
 FR0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0692.degrees latitude (g = 980.6199 gals.).
 FR0692
 FR0692.The modeled gravity was interpolated from observed gravity values.
 FR0692
 FR0692;                    North         East    Units  Estimated Accuracy
 FR0692;SPC AZ W     -   488,830.      206,450.      MT  (+/- 180 meters Scaled)
 FR0692
 FR0692                          SUPERSEDED SURVEY CONTROL
 FR0692
 FR0692.No superseded survey control is available for this station.
 FR0692
 FR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE433219(NAD 83)
 FR0692_MARKER: DB = BENCH MARK DISK
 FR0692_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0692_SP_SET: HEADWALL
 FR0692_STAMPING: R 486 1982
 FR0692_MARK LOGO: NGS   
 FR0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0692+STABILITY: POSITION/ELEVATION WELL
 FR0692
 FR0692  HISTORY     - Date     Condition        Report By
 FR0692  HISTORY     - 1982     MONUMENTED       NGS
 FR0692
 FR0692                          STATION DESCRIPTION
 FR0692
 FR0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0692'33.5 KM (20.8 MI) NE FROM KINGMAN.
 FR0692'33.5 KM (20.8 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0692'FE RAILROAD FROM THE STATION AT KINGMAN, O.16 KM (0.1 MILE) NORTHEAST
 FR0692'OF MILEPOST 496, IN TOP AND 0.15 METER (0.6 FOOT) NORTHEAST OF THE
 FR0692'SOUTHWEST END OF THE NORTHWEST HEADWALL SUPPORTED BY BEDROCK, 2.4
 FR0692'METERS (8.0 FEET) NORTHWEST OF THE NORTHWEST RAIL.
 FR0692'THE MARK IS 0.6 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0719 ***********************************************************************
 FR0719  DESIGNATION -  R 487
 FR0719  PID         -  FR0719
 FR0719  STATE/COUNTY-  AZ/MOHAVE
 FR0719  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0719
 FR0719                         *CURRENT SURVEY CONTROL
 FR0719  ___________________________________________________________________
 FR0719* NAD 83(1986)-  35 31 24.     (N)    113 27 55.     (W)     SCALED    
 FR0719* NAVD 88     -      1467.804  (meters)    4815.62   (feet)  ADJUSTED  
 FR0719  ___________________________________________________________________
 FR0719  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FR0719  DYNAMIC HT  -        1465.963 (meters)    4809.58  (feet)  COMP
 FR0719  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 FR0719
 FR0719  VERT ORDER  -  FIRST     CLASS II
 FR0719
 FR0719.The horizontal coordinates were scaled from a topographic map and have
 FR0719.an estimated accuracy of +/- 6 seconds.
 FR0719
 FR0719.The orthometric height was determined by differential leveling
 FR0719.and adjusted in June 1991.
 FR0719
 FR0719.The geoid height was determined by GEOID03.
 FR0719
 FR0719.The dynamic height is computed by dividing the NAVD 88
 FR0719.geopotential number by the normal gravity value computed on the
 FR0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0719.degrees latitude (g = 980.6199 gals.).
 FR0719
 FR0719.The modeled gravity was interpolated from observed gravity values.
 FR0719
 FR0719;                    North         East    Units  Estimated Accuracy
 FR0719;SPC AZ W     -   501,680.      239,180.      MT  (+/- 180 meters Scaled)
 FR0719
 FR0719                          SUPERSEDED SURVEY CONTROL
 FR0719
 FR0719.No superseded survey control is available for this station.
 FR0719
 FR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE764338(NAD 83)
 FR0719_MARKER: I = METAL ROD
 FR0719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0719_SP_SET: STAINLESS STEEL ROD
 FR0719_STAMPING: R 487 1982
 FR0719_MARK LOGO: NGS   
 FR0719_PROJECTION: FLUSH
 FR0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0719_ROD/PIPE-DEPTH: 2.4  meters
 FR0719
 FR0719  HISTORY     - Date     Condition        Report By
 FR0719  HISTORY     - 1982     MONUMENTED       NGS
 FR0719
 FR0719                          STATION DESCRIPTION
 FR0719
 FR0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0719'3.7 KM (2.3 MI) SW FROM PEACH SPRINGS.
 FR0719'3.7 KM (2.3 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0719'AT PEACH SPRINGS, 32.0 METERS (1.5 FEET) NORTH OF THE CENTERLINE OF
 FR0719'THE HIGHWAY, AT HIGHWAY MILEPOST 101 AND THE WEST END OF A HIGHWAY
 FR0719'FILL, 36.5 METERS (120.0 FEET) NORTHWEST OF THE WEST END OF A STEEL
 FR0719'GUARD RAIL, 0.3 METER (1.0 FOOT) SOUTH OF A FENCE. DRIVEN TO REFUSSAL.
 FR0719'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0719'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0752 ***********************************************************************
 FR0752  DESIGNATION -  R 488
 FR0752  PID         -  FR0752
 FR0752  STATE/COUNTY-  AZ/YAVAPAI
 FR0752  USGS QUAD   -  RED MESA (1981)
 FR0752
 FR0752                         *CURRENT SURVEY CONTROL
 FR0752  ___________________________________________________________________
 FR0752* NAD 83(1986)-  35 22 43.     (N)    112 59 00.     (W)     SCALED    
 FR0752* NAVD 88     -      1571.839  (meters)    5156.94   (feet)  ADJUSTED  
 FR0752  ___________________________________________________________________
 FR0752  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 FR0752  DYNAMIC HT  -        1569.779 (meters)    5150.18  (feet)  COMP
 FR0752  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 FR0752
 FR0752  VERT ORDER  -  FIRST     CLASS II
 FR0752
 FR0752.The horizontal coordinates were scaled from a topographic map and have
 FR0752.an estimated accuracy of +/- 6 seconds.
 FR0752
 FR0752.The orthometric height was determined by differential leveling
 FR0752.and adjusted in June 1991.
 FR0752
 FR0752.The geoid height was determined by GEOID03.
 FR0752
 FR0752.The dynamic height is computed by dividing the NAVD 88
 FR0752.geopotential number by the normal gravity value computed on the
 FR0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0752.degrees latitude (g = 980.6199 gals.).
 FR0752
 FR0752.The modeled gravity was interpolated from observed gravity values.
 FR0752
 FR0752;                    North         East    Units  Estimated Accuracy
 FR0752;SPC AZ C     -   486,100.      116,440.      MT  (+/- 180 meters Scaled)
 FR0752
 FR0752                          SUPERSEDED SURVEY CONTROL
 FR0752
 FR0752.No superseded survey control is available for this station.
 FR0752
 FR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE198168(NAD 83)
 FR0752_MARKER: DB = BENCH MARK DISK
 FR0752_SETTING: 66 = SET IN ROCK OUTCROP
 FR0752_SP_SET: ROCK OUTCROP
 FR0752_STAMPING: R 488 1982
 FR0752_MARK LOGO: NGS   
 FR0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0752+STABILITY: POSITION/ELEVATION WELL
 FR0752
 FR0752  HISTORY     - Date     Condition        Report By
 FR0752  HISTORY     - 1982     MONUMENTED       NGS
 FR0752
 FR0752                          STATION DESCRIPTION
 FR0752
 FR0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0752'12.6 KM (7.8 MI) NW FROM SELIGMAN.
 FR0752'12.6 KM (7.8 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0752'RAILROAD FROM THE STATION IN SELIGMAN, 0.2 KM (0.15 MI) NORTHWEST OF
 FR0752'HIGHWAY MILEPOST 133, AT A POINT WHERE THE RAILROAD AND HIGHWAY PASS
 FR0752'OVER A LOW ROCKY RIDGE, ON THE OUTSIDE OF A RAILROAD CURVE, IN TOP OF
 FR0752'A MASSIVE LIMESTONE OUTCROP BETWEEN THE RAILROAD AND THE HIGHEST POWER
 FR0752'LINE POLE ON THE HIGHWAY, 60.9 METERS (200 FT) NORTHWEST OF THE
 FR0752'SOUTHEAST END OF A ROCKY RAILROAD CUT AND TELEPHONE F, 56.6 METERS
 FR0752'(186 FT) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 66,  20.7 METERS
 FR0752'(68 FT) NORTHEAST OF THE NORTHEAST RAIL.
 FR0752'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 FR0752'THE MARK IS 1.2 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0775 ***********************************************************************
 FR0775  DESIGNATION -  R 489
 FR0775  PID         -  FR0775
 FR0775  STATE/COUNTY-  AZ/COCONINO
 FR0775  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0775
 FR0775                         *CURRENT SURVEY CONTROL
 FR0775  ___________________________________________________________________
 FR0775* NAD 83(1986)-  35 13 19.     (N)    112 18 56.     (W)     SCALED    
 FR0775* NAVD 88     -      2000.258  (meters)    6562.51   (feet)  ADJUSTED  
 FR0775  ___________________________________________________________________
 FR0775  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 FR0775  DYNAMIC HT  -        1997.472 (meters)    6553.37  (feet)  COMP
 FR0775  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 FR0775
 FR0775  VERT ORDER  -  FIRST     CLASS II
 FR0775
 FR0775.The horizontal coordinates were scaled from a topographic map and have
 FR0775.an estimated accuracy of +/- 6 seconds.
 FR0775
 FR0775.The orthometric height was determined by differential leveling
 FR0775.and adjusted in June 1991.
 FR0775
 FR0775.The geoid height was determined by GEOID03.
 FR0775
 FR0775.The dynamic height is computed by dividing the NAVD 88
 FR0775.geopotential number by the normal gravity value computed on the
 FR0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0775.degrees latitude (g = 980.6199 gals.).
 FR0775
 FR0775.The modeled gravity was interpolated from observed gravity values.
 FR0775
 FR0775;                    North         East    Units  Estimated Accuracy
 FR0775;SPC AZ C     -   468,270.      177,050.      MT  (+/- 180 meters Scaled)
 FR0775
 FR0775                          SUPERSEDED SURVEY CONTROL
 FR0775
 FR0775.No superseded survey control is available for this station.
 FR0775
 FR0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD802984(NAD 83)
 FR0775_MARKER: DB = BENCH MARK DISK
 FR0775_SETTING: 66 = SET IN ROCK OUTCROP
 FR0775_SP_SET: ROCK OUTCROP
 FR0775_STAMPING: R 489 1982
 FR0775_MARK LOGO: NGS   
 FR0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0775+STABILITY: POSITION/ELEVATION WELL
 FR0775
 FR0775  HISTORY     - Date     Condition        Report By
 FR0775  HISTORY     - 1982     MONUMENTED       NGS
 FR0775
 FR0775                          STATION DESCRIPTION
 FR0775
 FR0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0775'13.0 KM (8.4 MI) WEST FROM WILLIAMS.
 FR0775'2.2 KM (1.4 MI) WEST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0775'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 10.8 KM (6.7 MI)
 FR0775'WEST ALONG INTERSTATE HIGHWAY 40, 15.6 KM (9.7 MI) EAST OF ASH FORK,
 FR0775'AT THE CREST OF A GRADE IN THE WEST BOUND LANES, IN TOP OF A MASSIVE
 FR0775'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 0.2 KM (0.1 MI) NORTHEAST
 FR0775'OF A SAND PILE IN THE MEADIN, 12.1 METERS (40 FT) NORTH OF THE
 FR0775'CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 22.8 METERS (75 FT) WEST
 FR0775'OF A POINT WHERE THE RED VOLCANIC ASH MEETS THE OUTCROP,
 FR0775'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FR0775'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0055 ***********************************************************************
 GP0055  DESIGNATION -  R 49
 GP0055  PID         -  GP0055
 GP0055  STATE/COUNTY-  AZ/COCONINO
 GP0055  USGS QUAD   -  COW SPRINGS (1970)
 GP0055
 GP0055                         *CURRENT SURVEY CONTROL
 GP0055  ___________________________________________________________________
 GP0055* NAD 83(1986)-  36 25 14.     (N)    110 49 15.     (W)     SCALED    
 GP0055* NAVD 88     -      1771.738  (meters)    5812.78   (feet)  ADJUSTED  
 GP0055  ___________________________________________________________________
 GP0055  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 GP0055  DYNAMIC HT  -        1769.525 (meters)    5805.52  (feet)  COMP
 GP0055  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 GP0055
 GP0055  VERT ORDER  -  FIRST     CLASS II
 GP0055
 GP0055.The horizontal coordinates were scaled from a topographic map and have
 GP0055.an estimated accuracy of +/- 6 seconds.
 GP0055
 GP0055.The orthometric height was determined by differential leveling
 GP0055.and adjusted in June 1991.
 GP0055
 GP0055.The geoid height was determined by GEOID03.
 GP0055
 GP0055.The dynamic height is computed by dividing the NAVD 88
 GP0055.geopotential number by the normal gravity value computed on the
 GP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0055.degrees latitude (g = 980.6199 gals.).
 GP0055
 GP0055.The modeled gravity was interpolated from observed gravity values.
 GP0055
 GP0055;                    North         East    Units  Estimated Accuracy
 GP0055;SPC AZ C     -   601,730.      311,630.      MT  (+/- 180 meters Scaled)
 GP0055
 GP0055                          SUPERSEDED SURVEY CONTROL
 GP0055
 GP0055  NGVD 29 (??/??/92) 1770.766  (m)         5809.59   (f) ADJ UNCH    1 2
 GP0055
 GP0055.Superseded values are not recommended for survey control.
 GP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0055.See file dsdata.txt to determine how the superseded data were derived.
 GP0055
 GP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF160306(NAD 83)
 GP0055_MARKER: DB = BENCH MARK DISK
 GP0055_SETTING: 0 = UNSPECIFIED SETTING
 GP0055_STAMPING: R 49 1934
 GP0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0055
 GP0055  HISTORY     - Date     Condition        Report By
 GP0055  HISTORY     - 1934     MONUMENTED       CGS
 GP0055  HISTORY     - 1970     GOOD             USGS
 GP0055  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0055
 GP0055                          STATION DESCRIPTION
 GP0055
 GP0055'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0055'10.4 MI NE FROM TONALEA.
 GP0055'10.4 MILES NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO
 GP0055'COUNTY, 0.7 MILE NORTHEAST OF COW SPRING TRADING POST ALONG U.S. HWY
 GP0055'164 THENCE NORTHWEST ON DIRT ROAD 0.2 MILE TO AN UNDERGROUND PIPELINE,
 GP0055'CONTINUE 0.2 MILE TO DIM FORK, THENCE SOUTHWEST ON OLD UNUSED TUBA
 GP0055'CITY-KAYENTA DIRT ROAD 0.5 MILE TO MARK 64 FEET SOUTHEAST OF
 GP0055'CENTERLINE.
 GP0055
 GP0055                          STATION RECOVERY (1983)
 GP0055
 GP0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0391 ***********************************************************************
 FQ0391  DESIGNATION -  R 490
 FQ0391  PID         -  FQ0391
 FQ0391  STATE/COUNTY-  AZ/COCONINO
 FQ0391  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0391
 FQ0391                         *CURRENT SURVEY CONTROL
 FQ0391  ___________________________________________________________________
 FQ0391* NAD 83(1986)-  35 11 33.     (N)    111 43 24.     (W)     SCALED    
 FQ0391* NAVD 88     -      2206.158  (meters)    7238.04   (feet)  ADJUSTED  
 FQ0391  ___________________________________________________________________
 FQ0391  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0391  DYNAMIC HT  -        2203.002 (meters)    7227.68  (feet)  COMP
 FQ0391  MODELED GRAV-     979,123.3   (mgal)                       NAVD 88
 FQ0391
 FQ0391  VERT ORDER  -  FIRST     CLASS II
 FQ0391
 FQ0391.The horizontal coordinates were scaled from a topographic map and have
 FQ0391.an estimated accuracy of +/- 6 seconds.
 FQ0391
 FQ0391.The orthometric height was determined by differential leveling
 FQ0391.and adjusted in June 1991.
 FQ0391
 FQ0391.The geoid height was determined by GEOID03.
 FQ0391
 FQ0391.The dynamic height is computed by dividing the NAVD 88
 FQ0391.geopotential number by the normal gravity value computed on the
 FQ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0391.degrees latitude (g = 980.6199 gals.).
 FQ0391
 FQ0391.The modeled gravity was interpolated from observed gravity values.
 FQ0391
 FQ0391;                    North         East    Units  Estimated Accuracy
 FQ0391;SPC AZ C     -   464,950.      230,970.      MT  (+/- 180 meters Scaled)
 FQ0391
 FQ0391                          SUPERSEDED SURVEY CONTROL
 FQ0391
 FQ0391.No superseded survey control is available for this station.
 FQ0391
 FQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD341946(NAD 83)
 FQ0391_MARKER: DB = BENCH MARK DISK
 FQ0391_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0391_SP_SET: ROCK OUTCROP
 FQ0391_STAMPING: R 490 1982
 FQ0391_MARK LOGO: NGS   
 FQ0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0391+STABILITY: POSITION/ELEVATION WELL
 FQ0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0391+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 FQ0391
 FQ0391  HISTORY     - Date     Condition        Report By
 FQ0391  HISTORY     - 1982     MONUMENTED       NGS
 FQ0391  HISTORY     - 1982     GOOD             NGS
 FQ0391  HISTORY     - 1982     GOOD             NGS
 FQ0391  HISTORY     - 1983     GOOD             NGS
 FQ0391  HISTORY     - 20050929 GOOD             USPSQD
 FQ0391  HISTORY     - 20060729 GOOD             USPSQD
 FQ0391
 FQ0391                          STATION DESCRIPTION
 FQ0391
 FQ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0391'6.7 KM (4.2 MI) WEST FROM FLAGSTAFF.
 FQ0391'6.1 KM (3.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0391'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.6 KM (0.4 MI) EAST ALONG
 FQ0391'US HIGHWAY 66 EAST (BUS 40) EXIT 191, 0.15 MILE NORTH OF THE
 FQ0391'INTERSTATE HIGHWAY 40 UNDERPASS, LOCATED AT THE NORTHWEST CORNER OF A
 FQ0391'TRIANGLE FORMED BY THE EAST BOUND I-40 TRAFFIC TO US HIGHWAY 66
 FQ0391'TRAFFIC EAST, IN TOP OF A 10 BY 12 FOOT PORTION OF A MASSIVE VOLCANIC
 FQ0391'OUTCROP PROJECTING 4 FEET ABOVE THE GROUND, 6.6 KM (4.1 MI) WEST ALONG
 FQ0391'US HIGHWAY 66 FROM THE RAILROAD STATION IN FLAGSTAFF, 60.9 METERS (200
 FQ0391'FT) SOUTH OF LAMP POST 5059R AND US NAVAL OBSERVATORY SIGN, 51.8
 FQ0391'METERS (170 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 66, 27.4 METERS (90
 FQ0391'FT) WEST OF THE CENTERLINE OF THE WEST LEG OF THE TRIANGLE, 18.2
 FQ0391'METERS (60 FT) WEST OF A HIGHWAY CUT, 11.8 METERS (39 FT) SOUTH OF A
 FQ0391'DEAD 24-INCH PONDAROSA, 4.5 METERS (15 FT) SOUTHWEST OF A 24-INCH
 FQ0391'PONDAROSA PINE TREE.
 FQ0391'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0391'THE MARK IS 4 M ABOVE HIGHWAY 66.
 FQ0391
 FQ0391                          STATION RECOVERY (1982)
 FQ0391
 FQ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0391'RECOVERED IN GOOD CONDITION.
 FQ0391
 FQ0391                          STATION RECOVERY (1982)
 FQ0391
 FQ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0391'RECOVERED IN GOOD CONDITION.
 FQ0391
 FQ0391                          STATION RECOVERY (1983)
 FQ0391
 FQ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0391'RECOVERED IN GOOD CONDITION.
 FQ0391
 FQ0391                          STATION RECOVERY (2005)
 FQ0391
 FQ0391'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0391'RECOVERED AS DESCRIBED
 FQ0391
 FQ0391                          STATION RECOVERY (2006)
 FQ0391
 FQ0391'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 FQ0391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0648 ***********************************************************************
 ES0648  DESIGNATION -  R 491
 ES0648  PID         -  ES0648
 ES0648  STATE/COUNTY-  AZ/COCONINO
 ES0648  USGS QUAD   -  MUNDS PARK (1974)
 ES0648
 ES0648                         *CURRENT SURVEY CONTROL
 ES0648  ___________________________________________________________________
 ES0648* NAD 83(1986)-  34 53 37.     (N)    111 44 01.     (W)     SCALED    
 ES0648* NAVD 88     -      1378.787  (meters)    4523.57   (feet)  ADJUSTED  
 ES0648  ___________________________________________________________________
 ES0648  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ES0648  DYNAMIC HT  -        1376.985 (meters)    4517.66  (feet)  COMP
 ES0648  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 ES0648
 ES0648  VERT ORDER  -  FIRST     CLASS II
 ES0648
 ES0648.The horizontal coordinates were scaled from a topographic map and have
 ES0648.an estimated accuracy of +/- 6 seconds.
 ES0648
 ES0648.The orthometric height was determined by differential leveling
 ES0648.and adjusted in June 1991.
 ES0648
 ES0648.The geoid height was determined by GEOID03.
 ES0648
 ES0648.The dynamic height is computed by dividing the NAVD 88
 ES0648.geopotential number by the normal gravity value computed on the
 ES0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0648.degrees latitude (g = 980.6199 gals.).
 ES0648
 ES0648.The modeled gravity was interpolated from observed gravity values.
 ES0648
 ES0648;                    North         East    Units  Estimated Accuracy
 ES0648;SPC AZ C     -   431,790.      230,090.      MT  (+/- 180 meters Scaled)
 ES0648
 ES0648                          SUPERSEDED SURVEY CONTROL
 ES0648
 ES0648.No superseded survey control is available for this station.
 ES0648
 ES0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD329614(NAD 83)
 ES0648_MARKER: DB = BENCH MARK DISK
 ES0648_SETTING: 66 = SET IN ROCK OUTCROP
 ES0648_SP_SET: ROCK OUTCROP
 ES0648_STAMPING: R 491 1982
 ES0648_MARK LOGO: NGS   
 ES0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0648+STABILITY: POSITION/ELEVATION WELL
 ES0648
 ES0648  HISTORY     - Date     Condition        Report By
 ES0648  HISTORY     - 1982     MONUMENTED       NGS
 ES0648  HISTORY     - 19950713 GOOD             USPSQD
 ES0648
 ES0648                          STATION DESCRIPTION
 ES0648
 ES0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0648'4.7 KM (2.9 MI) NORTH FROM SEDONA.
 ES0648'4.7 KM (2.9 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0648'OFFICE IN SEDONA, IN TOP OF AN EXPOSED LEDGE OF SANDSTONE OUTCROP AT A
 ES0648'POWER LINE CROSSING AND 0.1 KM (0.05 MI) SOUTH OF MILEPOST 377, 6.0
 ES0648'METERS (20.0 FT) WEST OF THE HIGHWAY CENTERLINE, 18.2 METERS (60.0 FT)
 ES0648'WEST OF POWER POLE 25, 60.9 METERS (200.0 FT) SOUTHWEST ACROSS THE
 ES0648'HIGHWAY FROM THE SOUTH END OF A STEEL GUARD RAIL.
 ES0648'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0648'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 ES0648
 ES0648                          STATION RECOVERY (1995)
 ES0648
 ES0648'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0466 ***********************************************************************
 FQ0466  DESIGNATION -  R 492
 FQ0466  PID         -  FQ0466
 FQ0466  STATE/COUNTY-  AZ/COCONINO
 FQ0466  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0466
 FQ0466                         *CURRENT SURVEY CONTROL
 FQ0466  ___________________________________________________________________
 FQ0466* NAD 83(1986)-  35 20 28.     (N)    111 33 27.     (W)     SCALED    
 FQ0466* NAVD 88     -      2118.794  (meters)    6951.41   (feet)  ADJUSTED  
 FQ0466  ___________________________________________________________________
 FQ0466  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0466  DYNAMIC HT  -        2115.792 (meters)    6941.56  (feet)  COMP
 FQ0466  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 FQ0466
 FQ0466  VERT ORDER  -  FIRST     CLASS II
 FQ0466
 FQ0466.The horizontal coordinates were scaled from a topographic map and have
 FQ0466.an estimated accuracy of +/- 6 seconds.
 FQ0466
 FQ0466.The orthometric height was determined by differential leveling
 FQ0466.and adjusted in June 1991.
 FQ0466
 FQ0466.The geoid height was determined by GEOID03.
 FQ0466
 FQ0466.The dynamic height is computed by dividing the NAVD 88
 FQ0466.geopotential number by the normal gravity value computed on the
 FQ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0466.degrees latitude (g = 980.6199 gals.).
 FQ0466
 FQ0466.The modeled gravity was interpolated from observed gravity values.
 FQ0466
 FQ0466;                    North         East    Units  Estimated Accuracy
 FQ0466;SPC AZ C     -   481,470.      246,010.      MT  (+/- 180 meters Scaled)
 FQ0466
 FQ0466                          SUPERSEDED SURVEY CONTROL
 FQ0466
 FQ0466.No superseded survey control is available for this station.
 FQ0466
 FQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE493110(NAD 83)
 FQ0466_MARKER: DB = BENCH MARK DISK
 FQ0466_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0466_SP_SET: ROCK OUTCROP
 FQ0466_STAMPING: R 492 1982
 FQ0466_MARK LOGO: NGS   
 FQ0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0466+STABILITY: POSITION/ELEVATION WELL
 FQ0466
 FQ0466  HISTORY     - Date     Condition        Report By
 FQ0466  HISTORY     - 1982     MONUMENTED       NGS
 FQ0466
 FQ0466                          STATION DESCRIPTION
 FQ0466
 FQ0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0466'25.6 KM (15.9 MI) NORTH FROM FLAGSTAFF.
 FQ0466'25.6 KM (15.9 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0466'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.1 KM (0.05 MI) SOUTH OF
 FQ0466'MILEPOST 428, IN TOP OF A MASSIVE VOLCANIC OUTCROP IN THE BOTTOM OF A
 FQ0466'WASH BETWEEN A ROAD LEADING WEST AND A BOX CULVERT, 16.4 METERS (54
 FQ0466'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 30.4 METERS (100 FT)
 FQ0466'NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL, 30.4 METERS
 FQ0466'(100 FT) SOUTHEAST OF THE CENTER OF THE ROAD LEADING WEST, 6.0 METERS
 FQ0466'(20 FT) NORTHEAST OF A FENCE.
 FQ0466'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0466'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0671 ***********************************************************************
 ES0671  DESIGNATION -  R 493
 ES0671  PID         -  ES0671
 ES0671  STATE/COUNTY-  AZ/YAVAPAI
 ES0671  USGS QUAD   -  CORNVILLE (1968)
 ES0671
 ES0671                         *CURRENT SURVEY CONTROL
 ES0671  ___________________________________________________________________
 ES0671* NAD 83(1986)-  34 41 18.     (N)    111 58 47.     (W)     SCALED    
 ES0671* NAVD 88     -      1029.187  (meters)    3376.59   (feet)  ADJUSTED  
 ES0671  ___________________________________________________________________
 ES0671  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0671  DYNAMIC HT  -        1027.892 (meters)    3372.34  (feet)  COMP
 ES0671  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 ES0671
 ES0671  VERT ORDER  -  FIRST     CLASS II
 ES0671
 ES0671.The horizontal coordinates were scaled from a topographic map and have
 ES0671.an estimated accuracy of +/- 6 seconds.
 ES0671
 ES0671.The orthometric height was determined by differential leveling
 ES0671.and adjusted in June 1991.
 ES0671
 ES0671.The geoid height was determined by GEOID03.
 ES0671
 ES0671.The dynamic height is computed by dividing the NAVD 88
 ES0671.geopotential number by the normal gravity value computed on the
 ES0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0671.degrees latitude (g = 980.6199 gals.).
 ES0671
 ES0671.The modeled gravity was interpolated from observed gravity values.
 ES0671
 ES0671;                    North         East    Units  Estimated Accuracy
 ES0671;SPC AZ C     -   409,000.      207,580.      MT  (+/- 180 meters Scaled)
 ES0671
 ES0671                          SUPERSEDED SURVEY CONTROL
 ES0671
 ES0671.No superseded survey control is available for this station.
 ES0671
 ES0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD102389(NAD 83)
 ES0671_MARKER: DB = BENCH MARK DISK
 ES0671_SETTING: 66 = SET IN ROCK OUTCROP
 ES0671_SP_SET: ROCK OUTCROP
 ES0671_STAMPING: R 493 1982
 ES0671_MARK LOGO: NGS   
 ES0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0671+STABILITY: POSITION/ELEVATION WELL
 ES0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0671+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ES0671
 ES0671  HISTORY     - Date     Condition        Report By
 ES0671  HISTORY     - 1982     MONUMENTED       NGS
 ES0671  HISTORY     - 19950426 GOOD             USPSQD
 ES0671  HISTORY     - 20050508 GOOD             USPSQD
 ES0671
 ES0671                          STATION DESCRIPTION
 ES0671
 ES0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0671'4.2 KM (2.6 MI) SE FROM COTTONWOOD.
 ES0671'4.2 KM (2.6 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF
 ES0671'US HIGHWAY 89 ALTERNATE IN COTTONWOOD, IN TOP OF A LIMESTONE OUTCROP,
 ES0671'AT THE EAST CORNER OF THE T JUNCTION OF PRAIRIE LANE LEADING
 ES0671'NORTHEAST, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 297, 64.0 METERS
 ES0671'(210 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 64.0 METERS (210 FT)
 ES0671'SOUTHWEST OF A POWER POLE AND A FENCE CORNER, 28.3 METERS (93 FT)
 ES0671'NORTHEAST OF THE SOUTHEAST END OF A CATTLE GUARD, 13.7 METERS (45 FT)
 ES0671'SOUTHEAST OF THE CENTER OF PRAIRIE LANE, 9.1 METERS (30 FT) SOUTHEAST
 ES0671'OF A FENCE.
 ES0671'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0671'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0671
 ES0671                          STATION RECOVERY (1995)
 ES0671
 ES0671'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0671'RECOVERED IN GOOD CONDITION.
 ES0671
 ES0671                          STATION RECOVERY (2005)
 ES0671
 ES0671'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0671'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0695 ***********************************************************************
 ES0695  DESIGNATION -  R 494
 ES0695  PID         -  ES0695
 ES0695  STATE/COUNTY-  AZ/YAVAPAI
 ES0695  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0695
 ES0695                         *CURRENT SURVEY CONTROL
 ES0695  ___________________________________________________________________
 ES0695* NAD 83(1986)-  34 27 32.     (N)    111 43 02.     (W)     SCALED    
 ES0695* NAVD 88     -      1153.212  (meters)    3783.50   (feet)  ADJUSTED  
 ES0695  ___________________________________________________________________
 ES0695  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0695  DYNAMIC HT  -        1151.715 (meters)    3778.59  (feet)  COMP
 ES0695  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 ES0695
 ES0695  VERT ORDER  -  FIRST     CLASS II
 ES0695
 ES0695.The horizontal coordinates were scaled from a topographic map and have
 ES0695.an estimated accuracy of +/- 6 seconds.
 ES0695
 ES0695.The orthometric height was determined by differential leveling
 ES0695.and adjusted in June 1991.
 ES0695
 ES0695.The geoid height was determined by GEOID03.
 ES0695
 ES0695.The dynamic height is computed by dividing the NAVD 88
 ES0695.geopotential number by the normal gravity value computed on the
 ES0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0695.degrees latitude (g = 980.6199 gals.).
 ES0695
 ES0695.The modeled gravity was interpolated from observed gravity values.
 ES0695
 ES0695;                    North         East    Units  Estimated Accuracy
 ES0695;SPC AZ C     -   383,570.      231,680.      MT  (+/- 180 meters Scaled)
 ES0695
 ES0695                          SUPERSEDED SURVEY CONTROL
 ES0695
 ES0695.No superseded survey control is available for this station.
 ES0695
 ES0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD341132(NAD 83)
 ES0695_MARKER: DB = BENCH MARK DISK
 ES0695_SETTING: 66 = SET IN ROCK OUTCROP
 ES0695_SP_SET: ROCK OUTCROP
 ES0695_STAMPING: R 494 1982
 ES0695_MARK LOGO: NGS   
 ES0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0695+STABILITY: POSITION/ELEVATION WELL
 ES0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0695+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0695
 ES0695  HISTORY     - Date     Condition        Report By
 ES0695  HISTORY     - 1982     MONUMENTED       NGS
 ES0695  HISTORY     - 20080725 GOOD             GEOCAC
 ES0695
 ES0695                          STATION DESCRIPTION
 ES0695
 ES0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0695'21.9 KM (13.6 MI) SE FROM CAMP VERDE.
 ES0695'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0695'OFFICE IN CAMP VERDE, THENCE 9.2 KM (5.7 MI) SOUTHEAST ALONG FOSSIL
 ES0695'CREEK ROAD, IN TOP OF A SMALL LEDGE OF RED COLORED OUTCROP AT THE BASE
 ES0695'OF A CUT, ON THE INSIDE OF A SHARP CURVE OVERLOOKING A DEEP CANYON,
 ES0695'4.0 METERS (13 FT) NORTH OF THE ROAD CENTERLINE, 38.5 METERS (126 FT)
 ES0695'WEST OF THE NORTH END OF A 18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0695'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0695'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0695
 ES0695                          STATION RECOVERY (2008)
 ES0695
 ES0695'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0695'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0695'34 27 31.8 (N)   111 43 00.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0711 ***********************************************************************
 ES0711  DESIGNATION -  R 495
 ES0711  PID         -  ES0711
 ES0711  STATE/COUNTY-  AZ/GILA
 ES0711  USGS QUAD   -  STRAWBERRY (1967)
 ES0711
 ES0711                         *CURRENT SURVEY CONTROL
 ES0711  ___________________________________________________________________
 ES0711* NAD 83(1986)-  34 24 18.     (N)    111 36 21.     (W)     SCALED    
 ES0711* NAVD 88     -      1281.585  (meters)    4204.67   (feet)  ADJUSTED  
 ES0711  ___________________________________________________________________
 ES0711  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 ES0711  DYNAMIC HT  -        1279.872 (meters)    4199.05  (feet)  COMP
 ES0711  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 ES0711
 ES0711  VERT ORDER  -  FIRST     CLASS II
 ES0711
 ES0711.The horizontal coordinates were scaled from a topographic map and have
 ES0711.an estimated accuracy of +/- 6 seconds.
 ES0711
 ES0711.The orthometric height was determined by differential leveling
 ES0711.and adjusted in June 1991.
 ES0711
 ES0711.The geoid height was determined by GEOID03.
 ES0711
 ES0711.The dynamic height is computed by dividing the NAVD 88
 ES0711.geopotential number by the normal gravity value computed on the
 ES0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0711.degrees latitude (g = 980.6199 gals.).
 ES0711
 ES0711.The modeled gravity was interpolated from observed gravity values.
 ES0711
 ES0711;                    North         East    Units  Estimated Accuracy
 ES0711;SPC AZ E     -   378,510.       81,050.      MT  (+/- 180 meters Scaled)
 ES0711
 ES0711                          SUPERSEDED SURVEY CONTROL
 ES0711
 ES0711.No superseded survey control is available for this station.
 ES0711
 ES0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD443072(NAD 83)
 ES0711_MARKER: DB = BENCH MARK DISK
 ES0711_SETTING: 66 = SET IN ROCK OUTCROP
 ES0711_SP_SET: ROCK OUTCROP
 ES0711_STAMPING: R 495 1982
 ES0711_MARK LOGO: NGS   
 ES0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0711+STABILITY: POSITION/ELEVATION WELL
 ES0711
 ES0711  HISTORY     - Date     Condition        Report By
 ES0711  HISTORY     - 1982     MONUMENTED       NGS
 ES0711
 ES0711                          STATION DESCRIPTION
 ES0711
 ES0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0711'18.8 KM (11.7 MI) NW FROM PINE.
 ES0711'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0711'IN PINE, THENCE 14.0 KM (8.7 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0711'OF A 4 BY 6 FOOT PORTION OF OUTCROP PROJECTING FROM THE BASE OF A
 ES0711'STEEP CUT, AT THE SOUTHWEST END OF A STONE AND WIRE MESH RETAINING
 ES0711'WALL, ON THE INSIDE OF A CURVE, 6.1 METERS (20 FT) SOUTHEAST OF THE
 ES0711'ROAD CENTERLINE, 29.0 METERS (95 FT) SOUTHWEST OF THE SOUTHWEST
 ES0711'RETAINING WALL.
 ES0711'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0711'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0743 ***********************************************************************
 ES0743  DESIGNATION -  R 496
 ES0743  PID         -  ES0743
 ES0743  STATE/COUNTY-  AZ/GILA
 ES0743  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0743
 ES0743                         *CURRENT SURVEY CONTROL
 ES0743  ___________________________________________________________________
 ES0743* NAD 83(1986)-  34 13 06.     (N)    111 19 57.     (W)     SCALED    
 ES0743* NAVD 88     -      1526.399  (meters)    5007.86   (feet)  ADJUSTED  
 ES0743  ___________________________________________________________________
 ES0743  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 ES0743  DYNAMIC HT  -        1524.320 (meters)    5001.04  (feet)  COMP
 ES0743  MODELED GRAV-     979,219.6   (mgal)                       NAVD 88
 ES0743
 ES0743  VERT ORDER  -  FIRST     CLASS II
 ES0743
 ES0743.The horizontal coordinates were scaled from a topographic map and have
 ES0743.an estimated accuracy of +/- 6 seconds.
 ES0743
 ES0743.The orthometric height was determined by differential leveling
 ES0743.and adjusted in June 1991.
 ES0743
 ES0743.The geoid height was determined by GEOID03.
 ES0743
 ES0743.The dynamic height is computed by dividing the NAVD 88
 ES0743.geopotential number by the normal gravity value computed on the
 ES0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0743.degrees latitude (g = 980.6199 gals.).
 ES0743
 ES0743.The modeled gravity was interpolated from observed gravity values.
 ES0743
 ES0743;                    North         East    Units  Estimated Accuracy
 ES0743;SPC AZ E     -   357,490.      105,940.      MT  (+/- 180 meters Scaled)
 ES0743
 ES0743                          SUPERSEDED SURVEY CONTROL
 ES0743
 ES0743.No superseded survey control is available for this station.
 ES0743
 ES0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC693864(NAD 83)
 ES0743_MARKER: DB = BENCH MARK DISK
 ES0743_SETTING: 66 = SET IN ROCK OUTCROP
 ES0743_SP_SET: ROCK OUTCROP
 ES0743_STAMPING: R 496 1982
 ES0743_MARK LOGO: NGS   
 ES0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0743+STABILITY: POSITION/ELEVATION WELL
 ES0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0743+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 ES0743
 ES0743  HISTORY     - Date     Condition        Report By
 ES0743  HISTORY     - 1982     MONUMENTED       NGS
 ES0743  HISTORY     - 20050903 GOOD             USPSQD
 ES0743  HISTORY     - 20070309 GOOD             GEOCAC
 ES0743
 ES0743                          STATION DESCRIPTION
 ES0743
 ES0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0743'1.6 KM (1.0 MI) SOUTH FROM PAYSON.
 ES0743'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF MAIN
 ES0743'STREET IN PAYSON, AT THE CREST OF A GRADE, IN TOP OF A 2 BY 2 FOOT
 ES0743'LEDGE OF RED SANDSTONE OUTCROP AT THE CENTER OF A LOW ROCK CUT, 0.25
 ES0743'KM (0.15 MI) SOUTH OF THE T JUNCTION OF SOUTH MCLANE ROAD LEADING
 ES0743'SOUTHEAST, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 251, 6.1 METERS (20 FT)
 ES0743'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES, 48.0 METERS (158 FT)
 ES0743'NORTH OF THE SOUTH END OF THE CUT.
 ES0743'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0743'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0743
 ES0743                          STATION RECOVERY (2005)
 ES0743
 ES0743'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0743'RECOVERED AS DESCRIBED.
 ES0743
 ES0743                          STATION RECOVERY (2007)
 ES0743
 ES0743'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0743'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0743'THE DESCRIPTION - HANDHELD COORDINATES
 ES0743' 
 ES0743'34 13 07.4 (N)   111 19 56.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1611 ***********************************************************************
 DU1611  DESIGNATION -  R 497
 DU1611  PID         -  DU1611
 DU1611  STATE/COUNTY-  AZ/GILA
 DU1611  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1611
 DU1611                         *CURRENT SURVEY CONTROL
 DU1611  ___________________________________________________________________
 DU1611* NAD 83(1986)-  33 55 55.     (N)    111 18 47.     (W)     SCALED    
 DU1611* NAVD 88     -       760.297  (meters)    2494.41   (feet)  ADJUSTED  
 DU1611  ___________________________________________________________________
 DU1611  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DU1611  DYNAMIC HT  -         759.331 (meters)    2491.24  (feet)  COMP
 DU1611  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 DU1611
 DU1611  VERT ORDER  -  FIRST     CLASS II
 DU1611
 DU1611.The horizontal coordinates were scaled from a topographic map and have
 DU1611.an estimated accuracy of +/- 6 seconds.
 DU1611
 DU1611.The orthometric height was determined by differential leveling
 DU1611.and adjusted in June 1991.
 DU1611
 DU1611.The geoid height was determined by GEOID03.
 DU1611
 DU1611.The dynamic height is computed by dividing the NAVD 88
 DU1611.geopotential number by the normal gravity value computed on the
 DU1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1611.degrees latitude (g = 980.6199 gals.).
 DU1611
 DU1611.The modeled gravity was interpolated from observed gravity values.
 DU1611
 DU1611;                    North         East    Units  Estimated Accuracy
 DU1611;SPC AZ E     -   325,700.      107,380.      MT  (+/- 180 meters Scaled)
 DU1611
 DU1611                          SUPERSEDED SURVEY CONTROL
 DU1611
 DU1611.No superseded survey control is available for this station.
 DU1611
 DU1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710546(NAD 83)
 DU1611_MARKER: I = METAL ROD
 DU1611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1611_SP_SET: STAINLESS STEEL ROD
 DU1611_STAMPING: R 497 1983
 DU1611_MARK LOGO: NGS   
 DU1611_PROJECTION: FLUSH
 DU1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1611_ROD/PIPE-DEPTH: 1.8  meters
 DU1611
 DU1611  HISTORY     - Date     Condition        Report By
 DU1611  HISTORY     - 1983     MONUMENTED       NGS
 DU1611
 DU1611                          STATION DESCRIPTION
 DU1611
 DU1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1611'7.1 KM (4.4 MI) NORTH FROM PUNKIN CENTER.
 DU1611'7.1 KM (4.4 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1611'PUNKIN CENTER, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A GRAVEL
 DU1611'ROAD LEADING EAST TO A ONE STORY FRAME HOUSE AND AT THE CREST OF A
 DU1611'GRADE, 14.3 METERS (47 FT) EAST OF THE HIGHWAY CENTERLINE, 76.0 METERS
 DU1611'(250 FT) NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 267, 25.3 METERS
 DU1611'(83 FT) NORTH OF A GRAVEL ROAD CENTER, 0.7 METER (2 FT) WEST OF THE
 DU1611'RIGHT OF WAY FENCE.
 DU1611'THE MARK IS 3.1 METERS  S FROM A WITNESS POST.
 DU1611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1641 ***********************************************************************
 DU1641  DESIGNATION -  R 498
 DU1641  PID         -  DU1641
 DU1641  STATE/COUNTY-  AZ/GILA
 DU1641  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1641
 DU1641                         *CURRENT SURVEY CONTROL
 DU1641  ___________________________________________________________________
 DU1641* NAD 83(1986)-  33 40 25.     (N)    111 09 39.     (W)     SCALED    
 DU1641* NAVD 88     -       655.368  (meters)    2150.15   (feet)  ADJUSTED  
 DU1641  ___________________________________________________________________
 DU1641  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DU1641  DYNAMIC HT  -         654.536 (meters)    2147.42  (feet)  COMP
 DU1641  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 DU1641
 DU1641  VERT ORDER  -  FIRST     CLASS II
 DU1641
 DU1641.The horizontal coordinates were scaled from a topographic map and have
 DU1641.an estimated accuracy of +/- 6 seconds.
 DU1641
 DU1641.The orthometric height was determined by differential leveling
 DU1641.and adjusted in June 1991.
 DU1641
 DU1641.The geoid height was determined by GEOID03.
 DU1641
 DU1641.The dynamic height is computed by dividing the NAVD 88
 DU1641.geopotential number by the normal gravity value computed on the
 DU1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1641.degrees latitude (g = 980.6199 gals.).
 DU1641
 DU1641.The modeled gravity was interpolated from observed gravity values.
 DU1641
 DU1641;                    North         East    Units  Estimated Accuracy
 DU1641;SPC AZ E     -   296,900.      121,170.      MT  (+/- 180 meters Scaled)
 DU1641
 DU1641                          SUPERSEDED SURVEY CONTROL
 DU1641
 DU1641.No superseded survey control is available for this station.
 DU1641
 DU1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC850259(NAD 83)
 DU1641_MARKER: DB = BENCH MARK DISK
 DU1641_SETTING: 66 = SET IN ROCK OUTCROP
 DU1641_SP_SET: ROCK OUTCROP
 DU1641_STAMPING: R 498 1983
 DU1641_MARK LOGO: NGS   
 DU1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1641+STABILITY: POSITION/ELEVATION WELL
 DU1641
 DU1641  HISTORY     - Date     Condition        Report By
 DU1641  HISTORY     - 1983     MONUMENTED       NGS
 DU1641
 DU1641                          STATION DESCRIPTION
 DU1641
 DU1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1641'0.3 KM (0.2 MI) NW FROM ROOSEVELT DAM.
 DU1641'0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU1641'ROOSEVELT DAM, IN TOP OF A SMALL LEDGE OF MASSIVE OUTCROP AT A SMALL
 DU1641'TURNOUT, 6.7 METERS (22 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 36.0
 DU1641'METERS (118 FT) NORTH-NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 242,
 DU1641'17.1 METERS (56 FT) NORTH OF THE SOUTHEAST END OF A CONCRETE GUARD
 DU1641'RAIL.
 DU1641'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DU1641'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0361 ***********************************************************************
 GP0361  DESIGNATION -  R 499
 GP0361  PID         -  GP0361
 GP0361  STATE/COUNTY-  AZ/COCONINO
 GP0361  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0361
 GP0361                         *CURRENT SURVEY CONTROL
 GP0361  ___________________________________________________________________
 GP0361* NAD 83(1986)-  36 32 11.     (N)    111 36 49.     (W)     SCALED    
 GP0361* NAVD 88     -      1642.518  (meters)    5388.83   (feet)  ADJUSTED  
 GP0361  ___________________________________________________________________
 GP0361  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0361  DYNAMIC HT  -        1640.497 (meters)    5382.20  (feet)  COMP
 GP0361  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 GP0361
 GP0361  VERT ORDER  -  FIRST     CLASS II
 GP0361
 GP0361.The horizontal coordinates were scaled from a topographic map and have
 GP0361.an estimated accuracy of +/- 6 seconds.
 GP0361
 GP0361.The orthometric height was determined by differential leveling
 GP0361.and adjusted in June 1991.
 GP0361
 GP0361.The geoid height was determined by GEOID03.
 GP0361
 GP0361.The dynamic height is computed by dividing the NAVD 88
 GP0361.geopotential number by the normal gravity value computed on the
 GP0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0361.degrees latitude (g = 980.6199 gals.).
 GP0361
 GP0361.The modeled gravity was interpolated from observed gravity values.
 GP0361
 GP0361;                    North         East    Units  Estimated Accuracy
 GP0361;SPC AZ C     -   614,070.      240,500.      MT  (+/- 180 meters Scaled)
 GP0361
 GP0361                          SUPERSEDED SURVEY CONTROL
 GP0361
 GP0361.No superseded survey control is available for this station.
 GP0361
 GP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF450436(NAD 83)
 GP0361_MARKER: DB = BENCH MARK DISK
 GP0361_SETTING: 66 = SET IN ROCK OUTCROP
 GP0361_SP_SET: ROCK OUTCROP
 GP0361_STAMPING: R 499 1983
 GP0361_MARK LOGO: NGS   
 GP0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0361+STABILITY: POSITION/ELEVATION WELL
 GP0361
 GP0361  HISTORY     - Date     Condition        Report By
 GP0361  HISTORY     - 1983     MONUMENTED       NGS
 GP0361
 GP0361                          STATION DESCRIPTION
 GP0361
 GP0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0361'12.1 KM (7.5 MI) SOUTH FROM BITTER SPRINGS.
 GP0361'12.1 KM (7.55 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0361'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN TOP OF AND 1.2 METERS
 GP0361'(4 FT) SOUTHWEST OF THE NORTHEAST AND BOTTOM EDGE OF A MASSIVE PORTION
 GP0361'OF LIMESTONE OUTCROP ON THE NORTHEAST SLOPE OF A SMALL ROCKY RIDGE,
 GP0361'0.75 KM (0.45 MI) NORTHWEST OF MILEPOST 516, 30.5 METERS (100 FT)
 GP0361'SOUTHWEST OF THE HIGHWAY CENTERLINE, 51.0 METERS (170 FT)
 GP0361'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE NORTHWEST HEADWALL FOR A
 GP0361'DOUBLE BOX CULVERT, 30.2 METERS (99 FT) SOUTHEAST OF A BRACED CORNER
 GP0361'POST FOR AN OFFSET IN THE RIGHT OF WAY FENCE, 0.3 METER (1 FT)
 GP0361'NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0361'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 GP0361'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0517 ***********************************************************************
 DA0517  DESIGNATION -  R 5
 DA0517  PID         -  DA0517
 DA0517  STATE/COUNTY-  AZ/MARICOPA
 DA0517  USGS QUAD   -  BLACK GAP (1986)
 DA0517
 DA0517                         *CURRENT SURVEY CONTROL
 DA0517  ___________________________________________________________________
 DA0517* NAD 83(1986)-  32 45 07.     (N)    112 49 29.     (W)     SCALED    
 DA0517* NAVD 88     -       319.211  (meters)    1047.28   (feet)  ADJUSTED  
 DA0517  ___________________________________________________________________
 DA0517  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0517  DYNAMIC HT  -         318.834 (meters)    1046.04  (feet)  COMP
 DA0517  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 DA0517
 DA0517  VERT ORDER  -  FIRST     CLASS II
 DA0517
 DA0517.The horizontal coordinates were scaled from a topographic map and have
 DA0517.an estimated accuracy of +/- 6 seconds.
 DA0517
 DA0517.The orthometric height was determined by differential leveling
 DA0517.and adjusted in June 1991.
 DA0517
 DA0517.The geoid height was determined by GEOID03.
 DA0517
 DA0517.The dynamic height is computed by dividing the NAVD 88
 DA0517.geopotential number by the normal gravity value computed on the
 DA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0517.degrees latitude (g = 980.6199 gals.).
 DA0517
 DA0517.The modeled gravity was interpolated from observed gravity values.
 DA0517
 DA0517;                    North         East    Units  Estimated Accuracy
 DA0517;SPC AZ C     -   194,610.      128,270.      MT  (+/- 180 meters Scaled)
 DA0517
 DA0517                          SUPERSEDED SURVEY CONTROL
 DA0517
 DA0517  NGVD 29 (??/??/92)  318.592  (m)         1045.25   (f) ADJ UNCH    1 2
 DA0517
 DA0517.Superseded values are not recommended for survey control.
 DA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0517.See file dsdata.txt to determine how the superseded data were derived.
 DA0517
 DA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB290252(NAD 83)
 DA0517_MARKER: DD = SURVEY DISK
 DA0517_SETTING: 80 = SET IN A BOULDER
 DA0517_SP_SET: BOULDER
 DA0517_STAMPING: R 5 1930
 DA0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0517+STABILITY: SURFACE MOTION
 DA0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0517+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0517
 DA0517  HISTORY     - Date     Condition        Report By
 DA0517  HISTORY     - 1930     MONUMENTED       USGS
 DA0517  HISTORY     - 1953     GOOD             NGS
 DA0517  HISTORY     - 1980     GOOD             NGS
 DA0517  HISTORY     - 20060219 GOOD             USPSQD
 DA0517  HISTORY     - 20070603 GOOD             GEOCAC
 DA0517
 DA0517                          STATION DESCRIPTION
 DA0517
 DA0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0517'15.0 MI S FROM GILA BEND.
 DA0517'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0517'COMPANY RAILROAD STATION AT GILA BEND, 5 POLES SOUTH OF TUCSON,
 DA0517'CORNELIA AND GILA BEND RAILROAD MILEPOLE 15, AT BLACK GAP, AT THE BASE
 DA0517'OF A ROCK-COVERED HILL, IN THE TOP OF A 9- BY 13-FOOT BOULDER, 101.4
 DA0517'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 2.9 FEET NORTHEAST
 DA0517'OF A WITNESS POST, ABOUT 5 1/2 FEET HIGHER THAN THE TRACK, AND ABOUT 5
 DA0517'FEET ABOVE THE GROUND.
 DA0517
 DA0517                          STATION RECOVERY (1980)
 DA0517
 DA0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0517'23.8 KM (14.8 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0517'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.2 KM (0.1 MI)
 DA0517'NORTHEAST OF THE NORTHEAST END OF A METAL GATE IN THE SOUTHEAST
 DA0517'RIGHT-OF-WAY FENCE, 5 TELEGRAPH POLES SOUTH OF RAILWAY MILEPOLE 15,
 DA0517'A STATE HIGHWAY 85 MILEPOST 15, AT BLACK GAP, SET IN TOP OF A LAVA
 DA0517'ROCK OUTCROP AT THE NORTHWEST END OF A HILL, 30.9 METERS (101.4 FT)
 DA0517'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS.
 DA0517'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0517'THE MARK IS 1.5 M ABOVE THE TRACKS.
 DA0517
 DA0517                          STATION RECOVERY (2006)
 DA0517
 DA0517'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0517'RECOVERED AS DESCRIBED.
 DA0517
 DA0517                          STATION RECOVERY (2007)
 DA0517
 DA0517'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0266 ***********************************************************************
 FQ0266  DESIGNATION -  R 5
 FQ0266  PID         -  FQ0266
 FQ0266  STATE/COUNTY-  AZ/COCONINO
 FQ0266  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0266
 FQ0266                         *CURRENT SURVEY CONTROL
 FQ0266  ___________________________________________________________________
 FQ0266* NAD 83(1986)-  35 25 30.     (N)    111 34 02.     (W)     SCALED    
 FQ0266* NAVD 88     -      1997.597  (meters)    6553.78   (feet)  ADJUSTED  
 FQ0266  ___________________________________________________________________
 FQ0266  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FQ0266  DYNAMIC HT  -        1994.870 (meters)    6544.84  (feet)  COMP
 FQ0266  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 FQ0266
 FQ0266  VERT ORDER  -  FIRST     CLASS II
 FQ0266
 FQ0266.The horizontal coordinates were scaled from a topographic map and have
 FQ0266.an estimated accuracy of +/- 6 seconds.
 FQ0266
 FQ0266.The orthometric height was determined by differential leveling
 FQ0266.and adjusted in June 1991.
 FQ0266
 FQ0266.The geoid height was determined by GEOID03.
 FQ0266
 FQ0266.The dynamic height is computed by dividing the NAVD 88
 FQ0266.geopotential number by the normal gravity value computed on the
 FQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0266.degrees latitude (g = 980.6199 gals.).
 FQ0266
 FQ0266.The modeled gravity was interpolated from observed gravity values.
 FQ0266
 FQ0266;                    North         East    Units  Estimated Accuracy
 FQ0266;SPC AZ C     -   490,780.      245,090.      MT  (+/- 180 meters Scaled)
 FQ0266
 FQ0266                          SUPERSEDED SURVEY CONTROL
 FQ0266
 FQ0266  NGVD 29 (??/??/92) 1996.643  (m)         6550.65   (f) ADJ UNCH    1 2
 FQ0266
 FQ0266.Superseded values are not recommended for survey control.
 FQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0266.See file dsdata.txt to determine how the superseded data were derived.
 FQ0266
 FQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE485203(NAD 83)
 FQ0266_MARKER: DB = BENCH MARK DISK
 FQ0266_SETTING: 80 = SET IN A BOULDER
 FQ0266_SP_SET: BOULDER
 FQ0266_STAMPING: ELEV. 6550.653 FT. R 5 1921
 FQ0266_MARK LOGO: CGS   
 FQ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0266+STABILITY: SURFACE MOTION
 FQ0266
 FQ0266  HISTORY     - Date     Condition        Report By
 FQ0266  HISTORY     - 1921     MONUMENTED       CGS
 FQ0266  HISTORY     - 1955     GOOD             NGS
 FQ0266  HISTORY     - 1983     GOOD             NGS
 FQ0266
 FQ0266                          STATION DESCRIPTION
 FQ0266
 FQ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0266'16.5 MI NE FROM FLAGSTAFF.
 FQ0266'LOCATED 16.5 MILES NORTH ALONG U.S. HIGHWAY NO. 89 FROM ITS JUNCTION
 FQ0266'WITH U.S. HIGHWAY NO. 66 EAST OF FLAGSTAFF, 0.2 MILES EAST OF U.S.
 FQ0266'HIGHWAY NO. 89 ALONG THE EAST END OF A TRACK ROAD LEADING TO DEADMAN
 FQ0266'RANGER STATION, AT A Y JUNCTION OF TRACK ROADS, 40 FEET WEST OF THE
 FQ0266'ROAD FORKS AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD.
 FQ0266'A STANDARD DISK STAMPED ELEV. 6550.653 FT. R 5 1921 IN THE TOP OF A
 FQ0266'BOULDER ABOUT 1 FOOT ABOVE GROUND.
 FQ0266
 FQ0266                          STATION RECOVERY (1983)
 FQ0266
 FQ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0266'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0266'35.9 KM (22.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0266'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 0.3 KM (0.2 MI)
 FQ0266'SOUTHEAST ALONG FOREST SERVICE ROAD 546 WHICH IS THE OLD HIGHWAY, IN
 FQ0266'TOP OF A 2 BY 3 FOOT BOULDER PROJECTING 8 INCH ABOVE THE SURFACE OF
 FQ0266'THE GROUND AND ON THE WEST EDGE OF A SMALL WASH, 7.3 METERS (24 FT)
 FQ0266'SOUTH OF THE CENTER OF THE OLD HIGHWAY, 18.2 METERS (60 FT) SOUTH OF
 FQ0266'THE CENTER OF A DIRT ROAD, 18.2 METERS (60 FT) WEST OF THE LARGEST
 FQ0266'JUNIPER TREE IN THE AREA.  NOTE--BOULDER IS PAINTED BM WITH WHITE
 FQ0266'PAINT.
 FQ0266'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0157 ***********************************************************************
 GP0157  DESIGNATION -  R 50
 GP0157  PID         -  GP0157
 GP0157  STATE/COUNTY-  AZ/COCONINO
 GP0157  USGS QUAD   -  MOENAVE SE (1969)
 GP0157
 GP0157                         *CURRENT SURVEY CONTROL
 GP0157  ___________________________________________________________________
 GP0157* NAD 83(1986)-  36 04 10.     (N)    111 18 43.     (W)     SCALED    
 GP0157* NAVD 88     -      1415.736  (meters)    4644.79   (feet)  ADJUSTED  
 GP0157  ___________________________________________________________________
 GP0157  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 GP0157  DYNAMIC HT  -        1413.979 (meters)    4639.03  (feet)  COMP
 GP0157  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 GP0157
 GP0157  VERT ORDER  -  FIRST     CLASS II
 GP0157
 GP0157.The horizontal coordinates were scaled from a topographic map and have
 GP0157.an estimated accuracy of +/- 6 seconds.
 GP0157
 GP0157.The orthometric height was determined by differential leveling
 GP0157.and adjusted in June 1991.
 GP0157
 GP0157.The geoid height was determined by GEOID03.
 GP0157
 GP0157.The dynamic height is computed by dividing the NAVD 88
 GP0157.geopotential number by the normal gravity value computed on the
 GP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0157.degrees latitude (g = 980.6199 gals.).
 GP0157
 GP0157.The modeled gravity was interpolated from observed gravity values.
 GP0157
 GP0157;                    North         East    Units  Estimated Accuracy
 GP0157;SPC AZ C     -   562,390.      267,830.      MT  (+/- 180 meters Scaled)
 GP0157
 GP0157                          SUPERSEDED SURVEY CONTROL
 GP0157
 GP0157  NGVD 29 (??/??/92) 1414.836  (m)         4641.84   (f) ADJ UNCH    1 2
 GP0157
 GP0157.Superseded values are not recommended for survey control.
 GP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0157.See file dsdata.txt to determine how the superseded data were derived.
 GP0157
 GP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE719916(NAD 83)
 GP0157_MARKER: DB = BENCH MARK DISK
 GP0157_SETTING: 66 = SET IN ROCK OUTCROP
 GP0157_SP_SET: SANDSTONE OUTCROP
 GP0157_STAMPING: R 50 1934
 GP0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0157+STABILITY: POSITION/ELEVATION WELL
 GP0157
 GP0157  HISTORY     - Date     Condition        Report By
 GP0157  HISTORY     - 1934     MONUMENTED       CGS
 GP0157
 GP0157                          STATION DESCRIPTION
 GP0157
 GP0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0157'6.8 MI SW FROM TUBA CITY.
 GP0157'6.8 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0157'COUNTY, 0.9 MILE SOUTH OF THE TOP OF THE GRADE OUT OF MOENKOPI WASH,
 GP0157'NEAR THE NORTH END OF A SHORT TANGENT IN THE MIDDLE OF AN S-CURVE, 90
 GP0157'YARDS SOUTH OF A THIN-BEDDED RED SANDSTONE OUTCROP ABOUT 10 FEET HIGH
 GP0157'ON THE EAST SIDE OF THE ROAD, 23 FEET EAST OF THE CENTERLINE OF THE
 GP0157'ROAD, IN THE TOP OF A ROUND-TOPPED SANDSTONE OUTCROP, AND ABOUT 18
 GP0157'INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED R 50 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0403 ***********************************************************************
 FP0403  DESIGNATION -  R 500
 FP0403  PID         -  FP0403
 FP0403  STATE/COUNTY-  AZ/APACHE
 FP0403  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0403
 FP0403                         *CURRENT SURVEY CONTROL
 FP0403  ___________________________________________________________________
 FP0403* NAD 83(1986)-  35 07 08.     (N)    109 34 02.     (W)     SCALED    
 FP0403* NAVD 88     -      1721.841  (meters)    5649.07   (feet)  ADJUSTED  
 FP0403  ___________________________________________________________________
 FP0403  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FP0403  DYNAMIC HT  -        1719.438 (meters)    5641.19  (feet)  COMP
 FP0403  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 FP0403
 FP0403  VERT ORDER  -  FIRST     CLASS II
 FP0403
 FP0403.The horizontal coordinates were scaled from a topographic map and have
 FP0403.an estimated accuracy of +/- 6 seconds.
 FP0403
 FP0403.The orthometric height was determined by differential leveling
 FP0403.and adjusted in June 1991.
 FP0403
 FP0403.The geoid height was determined by GEOID03.
 FP0403
 FP0403.The dynamic height is computed by dividing the NAVD 88
 FP0403.geopotential number by the normal gravity value computed on the
 FP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0403.degrees latitude (g = 980.6199 gals.).
 FP0403
 FP0403.The modeled gravity was interpolated from observed gravity values.
 FP0403
 FP0403;                    North         East    Units  Estimated Accuracy
 FP0403;SPC AZ E     -   456,930.      268,000.      MT  (+/- 180 meters Scaled)
 FP0403
 FP0403                          SUPERSEDED SURVEY CONTROL
 FP0403
 FP0403.No superseded survey control is available for this station.
 FP0403
 FP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD305871(NAD 83)
 FP0403_MARKER: I = METAL ROD
 FP0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0403_SP_SET: STAINLESS STEEL ROD
 FP0403_STAMPING: R 500 1983
 FP0403_MARK LOGO: NGS   
 FP0403_PROJECTION: FLUSH
 FP0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0403_ROD/PIPE-DEPTH: 7.3  meters
 FP0403
 FP0403  HISTORY     - Date     Condition        Report By
 FP0403  HISTORY     - 1983     MONUMENTED       NGS
 FP0403
 FP0403                          STATION DESCRIPTION
 FP0403
 FP0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0403'14.5 KM (9.0 MI) SW FROM CHAMBERS.
 FP0403'14.5 KM (9.0 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0403'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.7
 FP0403'KM (0.45 MI) NORTHEAST OF MILEPOST 324, 82.9 METERS (272.0 FT)
 FP0403'SOUTHWEST OF THE SOUTHWEST END OF A GUARD RAIL, 29.1 METERS (95.5 FT)
 FP0403'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FP0403'HIGHWAY AND 12.0 METERS (39.4 FT) NORTHEAST OF A T-FENCE CORNER.
 FP0403'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0403'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FP0403'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0810 ***********************************************************************
 ES0810  DESIGNATION -  R 501
 ES0810  PID         -  ES0810
 ES0810  STATE/COUNTY-  AZ/NAVAJO
 ES0810  USGS QUAD   -  TAYLOR (1970)
 ES0810
 ES0810                         *CURRENT SURVEY CONTROL
 ES0810  ___________________________________________________________________
 ES0810* NAD 83(1986)-  34 29 25.     (N)    110 04 51.     (W)     SCALED    
 ES0810* NAVD 88     -      1719.963  (meters)    5642.91   (feet)  ADJUSTED  
 ES0810  ___________________________________________________________________
 ES0810  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ES0810  DYNAMIC HT  -        1717.510 (meters)    5634.86  (feet)  COMP
 ES0810  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 ES0810
 ES0810  VERT ORDER  -  FIRST     CLASS II
 ES0810
 ES0810.The horizontal coordinates were scaled from a topographic map and have
 ES0810.an estimated accuracy of +/- 6 seconds.
 ES0810
 ES0810.The orthometric height was determined by differential leveling
 ES0810.and adjusted in June 1991.
 ES0810
 ES0810.The geoid height was determined by GEOID03.
 ES0810
 ES0810.The dynamic height is computed by dividing the NAVD 88
 ES0810.geopotential number by the normal gravity value computed on the
 ES0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0810.degrees latitude (g = 980.6199 gals.).
 ES0810
 ES0810.The modeled gravity was interpolated from observed gravity values.
 ES0810
 ES0810;                    North         East    Units  Estimated Accuracy
 ES0810;SPC AZ E     -   387,040.      221,240.      MT  (+/- 180 meters Scaled)
 ES0810
 ES0810                          SUPERSEDED SURVEY CONTROL
 ES0810
 ES0810.No superseded survey control is available for this station.
 ES0810
 ES0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD843169(NAD 83)
 ES0810_MARKER: DB = BENCH MARK DISK
 ES0810_SETTING: 66 = SET IN ROCK OUTCROP
 ES0810_SP_SET: ROCK OUTCROP
 ES0810_STAMPING: R 501 1983
 ES0810_MARK LOGO: NGS   
 ES0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0810+STABILITY: POSITION/ELEVATION WELL
 ES0810
 ES0810  HISTORY     - Date     Condition        Report By
 ES0810  HISTORY     - 1983     MONUMENTED       NGS
 ES0810
 ES0810                          STATION DESCRIPTION
 ES0810
 ES0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0810'28.8 KM (17.9 MI) NORTH FROM SHOW LOW.
 ES0810'28.8 KM (17.9 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0810'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.8 KM (0.5 MI) NORTH OF MILEPOST
 ES0810'359, IN THE CENTER OF THE WESTERN END OF A 10 BY 12 FT EXPOSED AREA OF
 ES0810'OUTCROPPING BEDROCK, 47.0 METERS (154.2 FT) EAST OF THE CENTERLINE OF
 ES0810'THE HIGHWAY AND 33.5 METERS (109.9 FT) SOUTH OF THE EXTENDED CENTER OF
 ES0810'AN ENTRANCE TO THE NORTH PARKING LOT OF THE SNOWFLAKE JUNIOR HIGH
 ES0810'SCHOOL.
 ES0810'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 ES0810'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0833 ***********************************************************************
 ES0833  DESIGNATION -  R 502
 ES0833  PID         -  ES0833
 ES0833  STATE/COUNTY-  AZ/NAVAJO
 ES0833  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0833
 ES0833                         *CURRENT SURVEY CONTROL
 ES0833  ___________________________________________________________________
 ES0833* NAD 83(1986)-  34 12 23.     (N)    110 01 15.     (W)     SCALED    
 ES0833* NAVD 88     -      2002.255  (meters)    6569.06   (feet)  ADJUSTED  
 ES0833  ___________________________________________________________________
 ES0833  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0833  DYNAMIC HT  -        1999.259 (meters)    6559.24  (feet)  COMP
 ES0833  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 ES0833
 ES0833  VERT ORDER  -  FIRST     CLASS II
 ES0833
 ES0833.The horizontal coordinates were scaled from a topographic map and have
 ES0833.an estimated accuracy of +/- 6 seconds.
 ES0833
 ES0833.The orthometric height was determined by differential leveling
 ES0833.and adjusted in June 1991.
 ES0833
 ES0833.The geoid height was determined by GEOID03.
 ES0833
 ES0833.The dynamic height is computed by dividing the NAVD 88
 ES0833.geopotential number by the normal gravity value computed on the
 ES0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0833.degrees latitude (g = 980.6199 gals.).
 ES0833
 ES0833.The modeled gravity was interpolated from observed gravity values.
 ES0833
 ES0833;                    North         East    Units  Estimated Accuracy
 ES0833;SPC AZ E     -   355,560.      226,800.      MT  (+/- 180 meters Scaled)
 ES0833
 ES0833                          SUPERSEDED SURVEY CONTROL
 ES0833
 ES0833.No superseded survey control is available for this station.
 ES0833
 ES0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC902854(NAD 83)
 ES0833_MARKER: I = METAL ROD
 ES0833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0833+WITH SETTING: INFORMATION.
 ES0833_SP_SET: SHALLOW SET METAL ROD
 ES0833_STAMPING: R 502 1983
 ES0833_MARK LOGO: NGS   
 ES0833_PROJECTION: FLUSH
 ES0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0833_ROD/PIPE-DEPTH: 1.2  meters
 ES0833
 ES0833  HISTORY     - Date     Condition        Report By
 ES0833  HISTORY     - 1983     MONUMENTED       NGS
 ES0833
 ES0833                          STATION DESCRIPTION
 ES0833
 ES0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0833'5.8 KM (3.6 MI) SE FROM SHOW LOW.
 ES0833'5.8 KM (3.6 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS
 ES0833'JUNCTION WITH STATE HIGHWAY 77 IN SHOW LOW, 0.4 KM (0.25 MI) SOUTHEAST
 ES0833'OF MILEPOST 345, 28.7 METERS (94.2 FT) NORTHEAST OF THE CENTER OF THE
 ES0833'HIGHWAY, 12.6 METERS (41.3 FT) SOUTHEAST OF THE CENTER OF A FIELD
 ES0833'ENTRANCE, 1.6 METERS (5.2 FT) SOUTHEAST OF A FENCE AND 0.8 METER (2.6
 ES0833'FT) SOUTHEAST OF A UTILITY POLE.  REFUSAL WAS REACHED AT 4.0 FT.
 ES0833'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0833'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0833'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0397 ***********************************************************************
 FP0397  DESIGNATION -  R 503
 FP0397  PID         -  FP0397
 FP0397  STATE/COUNTY-  AZ/APACHE
 FP0397  USGS QUAD   -  CHAMBERS (1971)
 FP0397
 FP0397                         *CURRENT SURVEY CONTROL
 FP0397  ___________________________________________________________________
 FP0397* NAD 83(1986)-  35 09 50.     (N)    109 29 11.     (W)     SCALED    
 FP0397* NAVD 88     -      1739.521  (meters)    5707.08   (feet)  ADJUSTED  
 FP0397  ___________________________________________________________________
 FP0397  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FP0397  DYNAMIC HT  -        1737.095 (meters)    5699.12  (feet)  COMP
 FP0397  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 FP0397
 FP0397  VERT ORDER  -  FIRST     CLASS II
 FP0397
 FP0397.The horizontal coordinates were scaled from a topographic map and have
 FP0397.an estimated accuracy of +/- 6 seconds.
 FP0397
 FP0397.The orthometric height was determined by differential leveling
 FP0397.and adjusted in June 1991.
 FP0397
 FP0397.The geoid height was determined by GEOID03.
 FP0397
 FP0397.The dynamic height is computed by dividing the NAVD 88
 FP0397.geopotential number by the normal gravity value computed on the
 FP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0397.degrees latitude (g = 980.6199 gals.).
 FP0397
 FP0397.The modeled gravity was interpolated from observed gravity values.
 FP0397
 FP0397;                    North         East    Units  Estimated Accuracy
 FP0397;SPC AZ E     -   461,970.      275,330.      MT  (+/- 180 meters Scaled)
 FP0397
 FP0397                          SUPERSEDED SURVEY CONTROL
 FP0397
 FP0397.No superseded survey control is available for this station.
 FP0397
 FP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD378922(NAD 83)
 FP0397_MARKER: DB = BENCH MARK DISK
 FP0397_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0397_SP_SET: PIER
 FP0397_STAMPING: R 503 1983
 FP0397_MARK LOGO: NGS   
 FP0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0397+STABILITY: POSITION/ELEVATION WELL
 FP0397
 FP0397  HISTORY     - Date     Condition        Report By
 FP0397  HISTORY     - 1983     MONUMENTED       NGS
 FP0397
 FP0397                          STATION DESCRIPTION
 FP0397
 FP0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0397'5.6 KM (3.5 MI) SW FROM CHAMBERS.
 FP0397'5.6 KM (3.5 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0397'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, SET
 FP0397'VERTICALLY IN THE NORTHEAST FACE OF A HIGHWAY OVERPASS PIER AND 7.3
 FP0397'METERS (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND
 FP0397'LANES OF THE HIGHWAY.
 FP0397'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0539 ***********************************************************************
 FQ0539  DESIGNATION -  R 504
 FQ0539  PID         -  FQ0539
 FQ0539  STATE/COUNTY-  AZ/COCONINO
 FQ0539  USGS QUAD   -  BABBITT WASH (1983)
 FQ0539
 FQ0539                         *CURRENT SURVEY CONTROL
 FQ0539  ___________________________________________________________________
 FQ0539* NAD 83(1986)-  35 08 57.     (N)    111 14 14.     (W)     SCALED    
 FQ0539* NAVD 88     -      1754.820  (meters)    5757.27   (feet)  ADJUSTED  
 FQ0539  ___________________________________________________________________
 FQ0539  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FQ0539  DYNAMIC HT  -        1752.448 (meters)    5749.49  (feet)  COMP
 FQ0539  MODELED GRAV-     979,220.1   (mgal)                       NAVD 88
 FQ0539
 FQ0539  VERT ORDER  -  FIRST     CLASS II
 FQ0539
 FQ0539.The horizontal coordinates were scaled from a topographic map and have
 FQ0539.an estimated accuracy of +/- 6 seconds.
 FQ0539
 FQ0539.The orthometric height was determined by differential leveling
 FQ0539.and adjusted in June 1991.
 FQ0539
 FQ0539.The geoid height was determined by GEOID03.
 FQ0539
 FQ0539.The dynamic height is computed by dividing the NAVD 88
 FQ0539.geopotential number by the normal gravity value computed on the
 FQ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0539.degrees latitude (g = 980.6199 gals.).
 FQ0539
 FQ0539.The modeled gravity was interpolated from observed gravity values.
 FQ0539
 FQ0539;                    North         East    Units  Estimated Accuracy
 FQ0539;SPC AZ C     -   460,330.      275,270.      MT  (+/- 180 meters Scaled)
 FQ0539
 FQ0539                          SUPERSEDED SURVEY CONTROL
 FQ0539
 FQ0539.No superseded survey control is available for this station.
 FQ0539
 FQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD783896(NAD 83)
 FQ0539_MARKER: DB = BENCH MARK DISK
 FQ0539_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0539_SP_SET: ROCK OUTCROP
 FQ0539_STAMPING: R 504 1983
 FQ0539_MARK LOGO: NGS   
 FQ0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0539+STABILITY: POSITION/ELEVATION WELL
 FQ0539
 FQ0539  HISTORY     - Date     Condition        Report By
 FQ0539  HISTORY     - 1983     MONUMENTED       NGS
 FQ0539
 FQ0539                          STATION DESCRIPTION
 FQ0539
 FQ0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0539'40.6 KM (25.2 MI) EAST FROM FLAGSTAFF.
 FQ0539'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0539'RAILROAD STATION IN FLAGSTAFF, THENCE 27.0 KM (16.75 MI) EASTERLY
 FQ0539'ALONG INTERSTATE HIGHWAY 40, IN THE CENTER OF A 3 BY 12 FT EXPOSED
 FQ0539'AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST
 FQ0539'222, 61.6 METERS (202.1 FT) NORTHEAST OF THE CENTERLINE OF THE WEST
 FQ0539'BOUND LANES OF THE HIGHWAY AND 32.5 METERS (106.6 FT) NORTHEAST OF A
 FQ0539'FENCE.
 FQ0539'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FQ0539'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0469 ***********************************************************************
 GP0469  DESIGNATION -  R 505
 GP0469  PID         -  GP0469
 GP0469  STATE/COUNTY-  AZ/COCONINO
 GP0469  USGS QUAD   -  MOENAVE SE (1969)
 GP0469
 GP0469                         *CURRENT SURVEY CONTROL
 GP0469  ___________________________________________________________________
 GP0469* NAD 83(1986)-  36 06 20.     (N)    111 15 48.     (W)     SCALED    
 GP0469* NAVD 88     -      1390.980  (meters)    4563.57   (feet)  ADJUSTED  
 GP0469  ___________________________________________________________________
 GP0469  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0469  DYNAMIC HT  -        1389.272 (meters)    4557.97  (feet)  COMP
 GP0469  MODELED GRAV-     979,356.8   (mgal)                       NAVD 88
 GP0469
 GP0469  VERT ORDER  -  FIRST     CLASS II
 GP0469
 GP0469.The horizontal coordinates were scaled from a topographic map and have
 GP0469.an estimated accuracy of +/- 6 seconds.
 GP0469
 GP0469.The orthometric height was determined by differential leveling
 GP0469.and adjusted in June 1991.
 GP0469
 GP0469.The geoid height was determined by GEOID03.
 GP0469
 GP0469.The dynamic height is computed by dividing the NAVD 88
 GP0469.geopotential number by the normal gravity value computed on the
 GP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0469.degrees latitude (g = 980.6199 gals.).
 GP0469
 GP0469.The modeled gravity was interpolated from observed gravity values.
 GP0469
 GP0469;                    North         East    Units  Estimated Accuracy
 GP0469;SPC AZ C     -   566,420.      272,180.      MT  (+/- 180 meters Scaled)
 GP0469
 GP0469                          SUPERSEDED SURVEY CONTROL
 GP0469
 GP0469.No superseded survey control is available for this station.
 GP0469
 GP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE762956(NAD 83)
 GP0469_MARKER: I = METAL ROD
 GP0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0469_SP_SET: STAINLESS STEEL ROD
 GP0469_STAMPING: R 505 1983
 GP0469_MARK LOGO: NGS   
 GP0469_PROJECTION: FLUSH
 GP0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0469_ROD/PIPE-DEPTH: 8.3  meters
 GP0469
 GP0469  HISTORY     - Date     Condition        Report By
 GP0469  HISTORY     - 1983     MONUMENTED       NGS
 GP0469
 GP0469                          STATION DESCRIPTION
 GP0469
 GP0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0469'3.9 KM (2.4 MI) SW FROM TUBA CITY.
 GP0469'3.9 KM (2.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0469'WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI) EAST OF MILEPOST
 GP0469'319, 16.0 METERS (52.5 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE
 GP0469'DRIVE LEADING NORTH, 13.5 METERS (44.3 FT) SOUTH OF THE CENTERLINE OF
 GP0469'THE HIGHWAY, AND 2.6 METERS (8.5 FT) WEST OF UTILITY POLE NUMBER 72 8
 GP0469'WITH ONE GUY WIRE AND WHERE THE UTILITY LINE CROSSES THE HIGHWAY.
 GP0469'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0469'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GP0469'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0446 ***********************************************************************
 GP0446  DESIGNATION -  R 506
 GP0446  PID         -  GP0446
 GP0446  STATE/COUNTY-  AZ/COCONINO
 GP0446  USGS QUAD   -  TONALEA (1982)
 GP0446
 GP0446                         *CURRENT SURVEY CONTROL
 GP0446  ___________________________________________________________________
 GP0446* NAD 83(1986)-  36 19 12.     (N)    110 56 45.     (W)     SCALED    
 GP0446* NAVD 88     -      1705.912  (meters)    5596.81   (feet)  ADJUSTED  
 GP0446  ___________________________________________________________________
 GP0446  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 GP0446  DYNAMIC HT  -        1703.792 (meters)    5589.86  (feet)  COMP
 GP0446  MODELED GRAV-     979,329.1   (mgal)                       NAVD 88
 GP0446
 GP0446  VERT ORDER  -  FIRST     CLASS II
 GP0446
 GP0446.The horizontal coordinates were scaled from a topographic map and have
 GP0446.an estimated accuracy of +/- 6 seconds.
 GP0446
 GP0446.The orthometric height was determined by differential leveling
 GP0446.and adjusted in June 1991.
 GP0446
 GP0446.The geoid height was determined by GEOID03.
 GP0446
 GP0446.The dynamic height is computed by dividing the NAVD 88
 GP0446.geopotential number by the normal gravity value computed on the
 GP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0446.degrees latitude (g = 980.6199 gals.).
 GP0446
 GP0446.The modeled gravity was interpolated from observed gravity values.
 GP0446
 GP0446;                    North         East    Units  Estimated Accuracy
 GP0446;SPC AZ C     -   590,460.      300,530.      MT  (+/- 180 meters Scaled)
 GP0446
 GP0446                          SUPERSEDED SURVEY CONTROL
 GP0446
 GP0446.No superseded survey control is available for this station.
 GP0446
 GP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF048194(NAD 83)
 GP0446_MARKER: DB = BENCH MARK DISK
 GP0446_SETTING: 66 = SET IN ROCK OUTCROP
 GP0446_SP_SET: ROCK OUTCROP
 GP0446_STAMPING: R 506 1983
 GP0446_MARK LOGO: NGS   
 GP0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0446+STABILITY: POSITION/ELEVATION WELL
 GP0446
 GP0446  HISTORY     - Date     Condition        Report By
 GP0446  HISTORY     - 1983     MONUMENTED       NGS
 GP0446
 GP0446                          STATION DESCRIPTION
 GP0446
 GP0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0446'35.4 KM (22.0 MI) NE FROM TUBA CITY.
 GP0446'35.4 KM (22.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0446'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE CENTER OF A 25-
 GP0446'BY 100-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.8 KM (0.5 MI)
 GP0446'NORTHEAST OF MILEPOST 343, 0.6 KM (0.35 MI) SOUTHWEST OF THE RED LAKE
 GP0446'TRADING POST, 54.3 METERS (178.1 FT) SOUTHWEST OF THE CENTER OF COUNTY
 GP0446'ROAD 21 LEADING NORTHWEST, 36.0 METERS (118.1 FT) NORTHWEST OF THE
 GP0446'CENTERLINE OF THE HIGHWAY, 29.3 METERS (96.1 FT) NORTHWEST OF THE
 GP0446'SOUTHEAST END OF THE OUTCROP, 20.6 METERS (67.6 FT) SOUTHWEST OF A
 GP0446'FENCE, AND 1.8 METERS (5.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 GP0446'OUTCROP.
 GP0446'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GP0446'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0476 ***********************************************************************
 FQ0476  DESIGNATION -  R 508
 FQ0476  PID         -  FQ0476
 FQ0476  STATE/COUNTY-  AZ/COCONINO
 FQ0476  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0476
 FQ0476                         *CURRENT SURVEY CONTROL
 FQ0476  ___________________________________________________________________
 FQ0476* NAD 83(1986)-  35 27 43.     (N)    111 33 36.     (W)     SCALED    
 FQ0476* NAVD 88     -      1916.828  (meters)    6288.79   (feet)  ADJUSTED  
 FQ0476  ___________________________________________________________________
 FQ0476  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0476  DYNAMIC HT  -        1914.250 (meters)    6280.34  (feet)  COMP
 FQ0476  MODELED GRAV-     979,219.8   (mgal)                       NAVD 88
 FQ0476
 FQ0476  VERT ORDER  -  FIRST     CLASS II
 FQ0476
 FQ0476.The horizontal coordinates were scaled from a topographic map and have
 FQ0476.an estimated accuracy of +/- 6 seconds.
 FQ0476
 FQ0476.The orthometric height was determined by differential leveling
 FQ0476.and adjusted in June 1991.
 FQ0476
 FQ0476.The geoid height was determined by GEOID03.
 FQ0476
 FQ0476.The dynamic height is computed by dividing the NAVD 88
 FQ0476.geopotential number by the normal gravity value computed on the
 FQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0476.degrees latitude (g = 980.6199 gals.).
 FQ0476
 FQ0476.The modeled gravity was interpolated from observed gravity values.
 FQ0476
 FQ0476;                    North         East    Units  Estimated Accuracy
 FQ0476;SPC AZ C     -   494,880.      245,730.      MT  (+/- 180 meters Scaled)
 FQ0476
 FQ0476                          SUPERSEDED SURVEY CONTROL
 FQ0476
 FQ0476.No superseded survey control is available for this station.
 FQ0476
 FQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE491244(NAD 83)
 FQ0476_MARKER: I = METAL ROD
 FQ0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0476_SP_SET: STAINLESS STEEL ROD
 FQ0476_STAMPING: R 508 1983
 FQ0476_MARK LOGO: NGS   
 FQ0476_PROJECTION: FLUSH
 FQ0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0476_ROD/PIPE-DEPTH: 4.5  meters
 FQ0476
 FQ0476  HISTORY     - Date     Condition        Report By
 FQ0476  HISTORY     - 1983     MONUMENTED       NGS
 FQ0476
 FQ0476                          STATION DESCRIPTION
 FQ0476
 FQ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0476'39.8 KM (24.7 MI) NORTH FROM FLAGSTAFF.
 FQ0476'39.8 KM (24.7 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0476'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE CROSSING OF A POWER
 FQ0476'LINE, 0.8 KM (0.5 MI) NORTH OF THE SACRED MOUNTAIN TRADING POST, 0.3
 FQ0476'KM (0.2 MI) SOUTH OF MILEPOST 437, 21.3 METERS (70 FT) EAST OF THE
 FQ0476'HIGHWAY CENTERLINE, 54.8 METERS (180 FT) SOUTH OF THE SOUTH END OF A
 FQ0476'GATE, 0.6 METER (2 FT) NORTH OF A POWER POLE, 0.6 METER (2 FT) WEST OF
 FQ0476'THE RIGHT OF WAY FENCE.
 FQ0476'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0476'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0019 ***********************************************************************
 GQ0019  DESIGNATION -  R 51
 GQ0019  PID         -  GQ0019
 GQ0019  STATE/COUNTY-  AZ/COCONINO
 GQ0019  USGS QUAD   -  JACOB LAKE (1988)
 GQ0019
 GQ0019                         *CURRENT SURVEY CONTROL
 GQ0019  ___________________________________________________________________
 GQ0019* NAD 83(1986)-  36 44 00.     (N)    112 10 45.     (W)     SCALED    
 GQ0019* NAVD 88     -      2336.940  (meters)    7667.11   (feet)  POSTED    
 GQ0019  ___________________________________________________________________
 GQ0019  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 GQ0019  DYNAMIC HT  -        2333.880 (meters)    7657.07  (feet)  COMP
 GQ0019  MODELED GRAV-     979,235.1   (mgal)                       NAVD 88
 GQ0019
 GQ0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0019
 GQ0019.The horizontal coordinates were scaled from a topographic map and have
 GQ0019.an estimated accuracy of +/- 6 seconds.
 GQ0019
 GQ0019.The orthometric height was determined by differential leveling
 GQ0019.and adjusted by the  in 1992.
 GQ0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0019.rate of 0.0 thru 1.0 mm/km.
 GQ0019
 GQ0019.The geoid height was determined by GEOID03.
 GQ0019
 GQ0019.The dynamic height is computed by dividing the NAVD 88
 GQ0019.geopotential number by the normal gravity value computed on the
 GQ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0019.degrees latitude (g = 980.6199 gals.).
 GQ0019
 GQ0019.The modeled gravity was interpolated from observed gravity values.
 GQ0019
 GQ0019;                    North         East    Units  Estimated Accuracy
 GQ0019;SPC AZ C     -   635,910.      189,920.      MT  (+/- 180 meters Scaled)
 GQ0019
 GQ0019                          SUPERSEDED SURVEY CONTROL
 GQ0019
 GQ0019  NGVD 29 (??/??/92) 2335.750  (m)         7663.21   (f) ADJ UNCH    1 2
 GQ0019
 GQ0019.Superseded values are not recommended for survey control.
 GQ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0019.See file dsdata.txt to determine how the superseded data were derived.
 GQ0019
 GQ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF947659(NAD 83)
 GQ0019_MARKER: DB = BENCH MARK DISK
 GQ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0019_STAMPING: R 51 1934
 GQ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0019+STABILITY: SURFACE MOTION
 GQ0019
 GQ0019  HISTORY     - Date     Condition        Report By
 GQ0019  HISTORY     - 1934     MONUMENTED       CGS
 GQ0019
 GQ0019                          STATION DESCRIPTION
 GQ0019
 GQ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0019'2.8 MI E FROM JACOB LAKE.
 GQ0019'2.8 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0019'LAKE, COCONINO COUNTY, 42 FEET SOUTH OF THE EDGE OF A DEEP CANYON, 25
 GQ0019'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 26 FEET WEST OF TWO
 GQ0019'LARGE PINE TREES ABOUT 4 FEET APART.  A STANDARD DISK, STAMPED R 51
 GQ0019'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 GQ0019'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0343 ***********************************************************************
 GP0343  DESIGNATION -  R 510
 GP0343  PID         -  GP0343
 GP0343  STATE/COUNTY-  AZ/COCONINO
 GP0343  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0343
 GP0343                         *CURRENT SURVEY CONTROL
 GP0343  ___________________________________________________________________
 GP0343* NAD 83(1986)-  36 03 37.     (N)    111 23 40.     (W)     SCALED    
 GP0343* NAVD 88     -      1353.299  (meters)    4439.95   (feet)  ADJUSTED  
 GP0343  ___________________________________________________________________
 GP0343  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 GP0343  DYNAMIC HT  -        1351.648 (meters)    4434.53  (feet)  COMP
 GP0343  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 GP0343
 GP0343  VERT ORDER  -  FIRST     CLASS II
 GP0343
 GP0343.The horizontal coordinates were scaled from a topographic map and have
 GP0343.an estimated accuracy of +/- 6 seconds.
 GP0343
 GP0343.The orthometric height was determined by differential leveling
 GP0343.and adjusted in June 1991.
 GP0343
 GP0343.The geoid height was determined by GEOID03.
 GP0343
 GP0343.The dynamic height is computed by dividing the NAVD 88
 GP0343.geopotential number by the normal gravity value computed on the
 GP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0343.degrees latitude (g = 980.6199 gals.).
 GP0343
 GP0343.The modeled gravity was interpolated from observed gravity values.
 GP0343
 GP0343;                    North         East    Units  Estimated Accuracy
 GP0343;SPC AZ C     -   561,330.      260,410.      MT  (+/- 180 meters Scaled)
 GP0343
 GP0343                          SUPERSEDED SURVEY CONTROL
 GP0343
 GP0343.No superseded survey control is available for this station.
 GP0343
 GP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE644907(NAD 83)
 GP0343_MARKER: DB = BENCH MARK DISK
 GP0343_SETTING: 66 = SET IN ROCK OUTCROP
 GP0343_SP_SET: ROCK OUTCROP
 GP0343_STAMPING: R 510 1983
 GP0343_MARK LOGO: NGS   
 GP0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0343+STABILITY: POSITION/ELEVATION WELL
 GP0343
 GP0343  HISTORY     - Date     Condition        Report By
 GP0343  HISTORY     - 1983     MONUMENTED       NGS
 GP0343
 GP0343                          STATION DESCRIPTION
 GP0343
 GP0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0343'21.1 KM (13.1 MI) NORTH FROM CAMERON.
 GP0343'21.1 KM (13.1 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0343'CAMERON, IN TOP OF THE NORTH END OF AN OUTCROP LEDGE AT THE BASE OF A
 GP0343'CUT THROUGH A KNOLL, 1.8 KM (1.1 MI) SOUTH OF THE T JUNCTION OF STATE
 GP0343'HIGHWAY 160 LEADING EAST, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 480, 16.7
 GP0343'METERS (55 FT) EAST OF THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT)
 GP0343'SOUTH OF THE NORTH END OF THE CUT.
 GP0343'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 GP0343'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0487 ***********************************************************************
 FQ0487  DESIGNATION -  R 511
 FQ0487  PID         -  FQ0487
 FQ0487  STATE/COUNTY-  AZ/COCONINO
 FQ0487  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0487
 FQ0487                         *CURRENT SURVEY CONTROL
 FQ0487  ___________________________________________________________________
 FQ0487* NAD 83(1986)-  35 37 14.     (N)    111 31 21.     (W)     SCALED    
 FQ0487* NAVD 88     -      1665.272  (meters)    5463.48   (feet)  ADJUSTED  
 FQ0487  ___________________________________________________________________
 FQ0487  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FQ0487  DYNAMIC HT  -        1663.088 (meters)    5456.31  (feet)  COMP
 FQ0487  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 FQ0487
 FQ0487  VERT ORDER  -  FIRST     CLASS II
 FQ0487
 FQ0487.The horizontal coordinates were scaled from a topographic map and have
 FQ0487.an estimated accuracy of +/- 6 seconds.
 FQ0487
 FQ0487.The orthometric height was determined by differential leveling
 FQ0487.and adjusted in June 1991.
 FQ0487
 FQ0487.The geoid height was determined by GEOID03.
 FQ0487
 FQ0487.The dynamic height is computed by dividing the NAVD 88
 FQ0487.geopotential number by the normal gravity value computed on the
 FQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0487.degrees latitude (g = 980.6199 gals.).
 FQ0487
 FQ0487.The modeled gravity was interpolated from observed gravity values.
 FQ0487
 FQ0487;                    North         East    Units  Estimated Accuracy
 FQ0487;SPC AZ C     -   512,490.      249,070.      MT  (+/- 180 meters Scaled)
 FQ0487
 FQ0487                          SUPERSEDED SURVEY CONTROL
 FQ0487
 FQ0487.No superseded survey control is available for this station.
 FQ0487
 FQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE526419(NAD 83)
 FQ0487_MARKER: DB = BENCH MARK DISK
 FQ0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0487_SP_SET: HEADWALL
 FQ0487_STAMPING: R 511 1983
 FQ0487_MARK LOGO: NGS   
 FQ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0487
 FQ0487  HISTORY     - Date     Condition        Report By
 FQ0487  HISTORY     - 1983     MONUMENTED       NGS
 FQ0487
 FQ0487                          STATION DESCRIPTION
 FQ0487
 FQ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0487'30.2 KM (18.8 MI) SOUTH FROM CAMERON.
 FQ0487'30.2 KM (18.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0487'CAMERON, IN TOP OF THE SOUTH END OF THE WEST HEADWALL FOR A CONCRETE
 FQ0487'CULVERT, 6.4 METERS (21 FT) WEST OF THE HIGHWAY CENTERLINE, 79.2
 FQ0487'METERS (260 FT) SOUTH OF MILEPOST 448, 18.2 METERS (60 FT) EAST OF THE
 FQ0487'RIGHT OF WAY FENCE.
 FQ0487'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0419 ***********************************************************************
 GP0419  DESIGNATION -  R 512
 GP0419  PID         -  GP0419
 GP0419  STATE/COUNTY-  AZ/NAVAJO
 GP0419  USGS QUAD   -  SHONTO SE (1982)
 GP0419
 GP0419                         *CURRENT SURVEY CONTROL
 GP0419  ___________________________________________________________________
 GP0419* NAD 83(1986)-  36 33 22.     (N)    110 30 49.     (W)     SCALED    
 GP0419* NAVD 88     -      2025.583  (meters)    6645.60   (feet)  ADJUSTED  
 GP0419  ___________________________________________________________________
 GP0419  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 GP0419  DYNAMIC HT  -        2022.971 (meters)    6637.03  (feet)  COMP
 GP0419  MODELED GRAV-     979,269.5   (mgal)                       NAVD 88
 GP0419
 GP0419  VERT ORDER  -  FIRST     CLASS II
 GP0419
 GP0419.The horizontal coordinates were scaled from a topographic map and have
 GP0419.an estimated accuracy of +/- 6 seconds.
 GP0419
 GP0419.The orthometric height was determined by differential leveling
 GP0419.and adjusted in June 1991.
 GP0419
 GP0419.The geoid height was determined by GEOID03.
 GP0419
 GP0419.The dynamic height is computed by dividing the NAVD 88
 GP0419.geopotential number by the normal gravity value computed on the
 GP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0419.degrees latitude (g = 980.6199 gals.).
 GP0419
 GP0419.The modeled gravity was interpolated from observed gravity values.
 GP0419
 GP0419;                    North         East    Units  Estimated Accuracy
 GP0419;SPC AZ E     -   616,270.      182,300.      MT  (+/- 180 meters Scaled)
 GP0419
 GP0419                          SUPERSEDED SURVEY CONTROL
 GP0419
 GP0419.No superseded survey control is available for this station.
 GP0419
 GP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF435457(NAD 83)
 GP0419_MARKER: I = METAL ROD
 GP0419_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0419+WITH SETTING: INFORMATION.
 GP0419_SP_SET: SHALLOW SET METAL ROD
 GP0419_STAMPING: R 512 1983
 GP0419_MARK LOGO: NGS   
 GP0419_PROJECTION: FLUSH
 GP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0419_ROD/PIPE-DEPTH: 1.9  meters
 GP0419
 GP0419  HISTORY     - Date     Condition        Report By
 GP0419  HISTORY     - 1983     MONUMENTED       NGS
 GP0419
 GP0419                          STATION DESCRIPTION
 GP0419
 GP0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0419'31.7 KM (19.7 MI) SW FROM KAYENTA.
 GP0419'31.7 KM (19.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0419'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 1.0 KM (0.6 MI) SOUTHWEST
 GP0419'OF STATE HIGHWAY 564, 0.8 KM (0.5 MI) NORTHEAST OF MILEPOST 373,
 GP0419'31.1 METERS (102.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0419'14.3 METERS (46.9 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 GP0419'SOUTHEAST, 8.5 METERS (27.9 FT) NORTH OF THE CENTER OF A COAL CONVEYOR
 GP0419'BELT OVER THE HIGHWAY, AND 1.3 METERS (4.3 FT) NORTHWEST OF A UTILITY
 GP0419'POLE.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT
 GP0419'IS THROUGH A 5-INCH LOGO CAP.
 GP0419'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0419'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0396 ***********************************************************************
 GP0396  DESIGNATION -  R 513
 GP0396  PID         -  GP0396
 GP0396  STATE/COUNTY-  AZ/NAVAJO
 GP0396  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0396
 GP0396                         *CURRENT SURVEY CONTROL
 GP0396  ___________________________________________________________________
 GP0396* NAD 83(1986)-  36 48 38.     (N)    110 13 58.     (W)     SCALED    
 GP0396* NAVD 88     -      1721.872  (meters)    5649.18   (feet)  ADJUSTED  
 GP0396  ___________________________________________________________________
 GP0396  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 GP0396  DYNAMIC HT  -        1719.823 (meters)    5642.45  (feet)  COMP
 GP0396  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 GP0396
 GP0396  VERT ORDER  -  FIRST     CLASS II
 GP0396
 GP0396.The horizontal coordinates were scaled from a topographic map and have
 GP0396.an estimated accuracy of +/- 6 seconds.
 GP0396
 GP0396.The orthometric height was determined by differential leveling
 GP0396.and adjusted in June 1991.
 GP0396
 GP0396.The geoid height was determined by GEOID03.
 GP0396
 GP0396.The dynamic height is computed by dividing the NAVD 88
 GP0396.geopotential number by the normal gravity value computed on the
 GP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0396.degrees latitude (g = 980.6199 gals.).
 GP0396
 GP0396.The modeled gravity was interpolated from observed gravity values.
 GP0396
 GP0396;                    North         East    Units  Estimated Accuracy
 GP0396;SPC AZ E     -   644,450.      207,460.      MT  (+/- 180 meters Scaled)
 GP0396
 GP0396                          SUPERSEDED SURVEY CONTROL
 GP0396
 GP0396.No superseded survey control is available for this station.
 GP0396
 GP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF684741(NAD 83)
 GP0396_MARKER: I = METAL ROD
 GP0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0396_SP_SET: STAINLESS STEEL ROD
 GP0396_STAMPING: R 513 1983
 GP0396_MARK LOGO: NGS   
 GP0396_PROJECTION: FLUSH
 GP0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0396_ROD/PIPE-DEPTH: 7.3  meters
 GP0396
 GP0396  HISTORY     - Date     Condition        Report By
 GP0396  HISTORY     - 1983     MONUMENTED       NGS
 GP0396
 GP0396                          STATION DESCRIPTION
 GP0396
 GP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0396'12.9 KM (8.0 MI) NE FROM KAYENTA.
 GP0396'12.9 KM (8.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0396'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 0.8 KM (0.5 MI) SOUTH OF
 GP0396'MILEPOST 402, 22.7 METERS (74.5 FT) EAST OF THE CENTERLINE OF THE
 GP0396'HIGHWAY, AND 13.5 METERS (44.3 FT) SOUTH OF THE CENTER OF A DIRT ROAD
 GP0396'LEADING EAST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GP0396'CAP.
 GP0396'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 GP0396'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2509 ***********************************************************************
 CZ2509  DESIGNATION -  R 516
 CZ2509  PID         -  CZ2509
 CZ2509  STATE/COUNTY-  AZ/PINAL
 CZ2509  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2509
 CZ2509                         *CURRENT SURVEY CONTROL
 CZ2509  ___________________________________________________________________
 CZ2509* NAD 83(1986)-  32 50 09.     (N)    111 41 27.     (W)     SCALED    
 CZ2509* NAVD 88     -       441.994  (meters)    1450.11   (feet)  ADJUSTED  
 CZ2509  ___________________________________________________________________
 CZ2509  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2509  DYNAMIC HT  -         441.450 (meters)    1448.32  (feet)  COMP
 CZ2509  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 CZ2509
 CZ2509  VERT ORDER  -  FIRST     CLASS II
 CZ2509
 CZ2509.The horizontal coordinates were scaled from a topographic map and have
 CZ2509.an estimated accuracy of +/- 6 seconds.
 CZ2509
 CZ2509.The orthometric height was determined by differential leveling
 CZ2509.and adjusted in November 1993.
 CZ2509
 CZ2509.The geoid height was determined by GEOID03.
 CZ2509
 CZ2509.The dynamic height is computed by dividing the NAVD 88
 CZ2509.geopotential number by the normal gravity value computed on the
 CZ2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2509.degrees latitude (g = 980.6199 gals.).
 CZ2509
 CZ2509.The modeled gravity was interpolated from observed gravity values.
 CZ2509
 CZ2509;                    North         East    Units  Estimated Accuracy
 CZ2509;SPC AZ C     -   203,570.      234,500.      MT  (+/- 180 meters Scaled)
 CZ2509
 CZ2509                          SUPERSEDED SURVEY CONTROL
 CZ2509
 CZ2509.No superseded survey control is available for this station.
 CZ2509
 CZ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB353332(NAD 83)
 CZ2509_MARKER: I = METAL ROD
 CZ2509_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2509_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2509_STAMPING: R 516 1991
 CZ2509_MARK LOGO: NGS   
 CZ2509_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ2509_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2509+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ2509_ROD/PIPE-DEPTH: 3.2  meters
 CZ2509_SLEEVE-DEPTH  : 0.9 meters
 CZ2509
 CZ2509  HISTORY     - Date     Condition        Report By
 CZ2509  HISTORY     - 1991     MONUMENTED       NGS
 CZ2509  HISTORY     - 20070519 GOOD             GEOCAC
 CZ2509
 CZ2509                          STATION DESCRIPTION
 CZ2509
 CZ2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2509'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ2509'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ2509'BOULEVARD) IN CASA GRANDE, 82.9 M (272.0 FT) NORTHWEST OF A UTILITY
 CZ2509'POLE WITH 2 GUY CABLES, 38.4 M (126.0 FT) SOUTHWEST OF THE HIGHWAY
 CZ2509'CENTERLINE, 14.6 M (47.9 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CZ2509'SOUTHERN PACIFIC RAILROAD, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 CZ2509'TRACK, 1.3 M (4.3 FT) NORTHWEST OF BENCH MARK W 278, AND 0.9 M (3.0
 CZ2509'FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 CZ2509'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 CZ2509'ANCHORED.
 CZ2509
 CZ2509                          STATION RECOVERY (2007)
 CZ2509
 CZ2509'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2308 ***********************************************************************
 DU2308  DESIGNATION -  R 517
 DU2308  PID         -  DU2308
 DU2308  STATE/COUNTY-  AZ/MARICOPA
 DU2308  USGS QUAD   -  BUCKHORN (1982)
 DU2308
 DU2308                         *CURRENT SURVEY CONTROL
 DU2308  ___________________________________________________________________
 DU2308* NAD 83(1986)-  33 27 05.     (N)    111 41 46.     (W)     SCALED    
 DU2308* NAVD 88     -       449.138  (meters)    1473.55   (feet)  ADJUSTED  
 DU2308  ___________________________________________________________________
 DU2308  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2308  DYNAMIC HT  -         448.604 (meters)    1471.80  (feet)  COMP
 DU2308  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 DU2308
 DU2308  VERT ORDER  -  FIRST     CLASS II
 DU2308
 DU2308.The horizontal coordinates were scaled from a topographic map and have
 DU2308.an estimated accuracy of +/- 6 seconds.
 DU2308
 DU2308.The orthometric height was determined by differential leveling
 DU2308.and adjusted in November 1993.
 DU2308
 DU2308.The geoid height was determined by GEOID03.
 DU2308
 DU2308.The dynamic height is computed by dividing the NAVD 88
 DU2308.geopotential number by the normal gravity value computed on the
 DU2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2308.degrees latitude (g = 980.6199 gals.).
 DU2308
 DU2308.The modeled gravity was interpolated from observed gravity values.
 DU2308
 DU2308;                    North         East    Units  Estimated Accuracy
 DU2308;SPC AZ C     -   271,830.      233,860.      MT  (+/- 180 meters Scaled)
 DU2308
 DU2308                          SUPERSEDED SURVEY CONTROL
 DU2308
 DU2308.No superseded survey control is available for this station.
 DU2308
 DU2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC353015(NAD 83)
 DU2308_MARKER: I = METAL ROD
 DU2308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2308_SP_SET: STAINLESS STEEL ROD
 DU2308_STAMPING: R 517 1992
 DU2308_MARK LOGO: NGS   
 DU2308_PROJECTION: FLUSH
 DU2308_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2308+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU2308_ROD/PIPE-DEPTH: 3.5  meters
 DU2308
 DU2308  HISTORY     - Date     Condition        Report By
 DU2308  HISTORY     - 1992     MONUMENTED       NGS
 DU2308  HISTORY     - 20061227 GOOD             GEOCAC
 DU2308
 DU2308                          STATION DESCRIPTION
 DU2308
 DU2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2308'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2308'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2308'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, THENCE 3.7 KM
 DU2308'(2.30 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, 0.5 KM (0.30 MI) EAST
 DU2308'OF THE INTERSECTION OF NORTH RECKER ROAD, 60.0 M (196.8 FT) EAST OF
 DU2308'THE CENTER OF THE ENTRANCE TO THE PALMAS DEL SOL MOBILE HOME PARK,
 DU2308'7.1 M (23.3 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 DU2308'EASTBOUND LANES OF THE ROAD, 4.0 M (13.1 FT) NORTH OF THE NORTH FACE
 DU2308'OF A STUCCO WALL, 0.6 M (2.0 FT) WEST-SOUTHWEST OF A UTILITY POLE,
 DU2308'AND 0.5 M (1.6 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 DU2308'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2308
 DU2308                          STATION RECOVERY (2006)
 DU2308
 DU2308'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2332 ***********************************************************************
 DU2332  DESIGNATION -  R 518
 DU2332  PID         -  DU2332
 DU2332  STATE/COUNTY-  AZ/MARICOPA
 DU2332  USGS QUAD   -  TEMPE (1982)
 DU2332
 DU2332                         *CURRENT SURVEY CONTROL
 DU2332  ___________________________________________________________________
 DU2332* NAD 83(1986)-  33 24 25.     (N)    111 54 48.     (W)     SCALED    
 DU2332* NAVD 88     -       359.626  (meters)    1179.87   (feet)  ADJUSTED  
 DU2332  ___________________________________________________________________
 DU2332  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2332  DYNAMIC HT  -         359.210 (meters)    1178.51  (feet)  COMP
 DU2332  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DU2332
 DU2332  VERT ORDER  -  FIRST     CLASS II
 DU2332
 DU2332.The horizontal coordinates were scaled from a topographic map and have
 DU2332.an estimated accuracy of +/- 6 seconds.
 DU2332
 DU2332.The orthometric height was determined by differential leveling
 DU2332.and adjusted in November 1993.
 DU2332
 DU2332.The geoid height was determined by GEOID03.
 DU2332
 DU2332.The dynamic height is computed by dividing the NAVD 88
 DU2332.geopotential number by the normal gravity value computed on the
 DU2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2332.degrees latitude (g = 980.6199 gals.).
 DU2332
 DU2332.The modeled gravity was interpolated from observed gravity values.
 DU2332
 DU2332;                    North         East    Units  Estimated Accuracy
 DU2332;SPC AZ C     -   266,880.      213,670.      MT  (+/- 180 meters Scaled)
 DU2332
 DU2332                          SUPERSEDED SURVEY CONTROL
 DU2332
 DU2332.No superseded survey control is available for this station.
 DU2332
 DU2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB150967(NAD 83)
 DU2332_MARKER: I = METAL ROD
 DU2332_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU2332+WITH SETTING: INFORMATION.
 DU2332_SP_SET: METAL ROD DRIVEN INTO GROUND
 DU2332_STAMPING: R 518 1992
 DU2332_MARK LOGO: NGS   
 DU2332_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2332+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2332
 DU2332  HISTORY     - Date     Condition        Report By
 DU2332  HISTORY     - 1992     MONUMENTED       NGS
 DU2332  HISTORY     - 20060912 MARK NOT FOUND   GEOCAC
 DU2332
 DU2332                          STATION DESCRIPTION
 DU2332
 DU2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2332'IN TEMPE, AT THE INTERSECTION OF EAST BROADWAY ROAD AND SOUTH ELM
 DU2332'STREET, 19.0 M (62.3 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES
 DU2332'OF THE ROAD, 10.2 M (33.5 FT) SOUTHWEST OF THE CENTER OF A STORM
 DU2332'DRAIN, 9.3 M (30.5 FT) NORTHWEST OF THE WEST CORNER OF A PLANTER, 8.0
 DU2332'M (26.2 FT) EAST OF AND LEVEL WITH THE STREET CENTER, 0.6 M (2.0 FT)
 DU2332'EAST OF THE EAST EDGE OF A SIDEWALK, AND 0.5 M (1.6 FT) SOUTH OF
 DU2332'UTILITY POLE NUMBER 1243KL.  NOTE--ACCESS TO THE DATUM POINT IS
 DU2332'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 DU2332'ANCHORED, 2.5 METERS AND FLUSH WITH THE GROUND.
 DU2332
 DU2332                          STATION RECOVERY (2006)
 DU2332
 DU2332'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2305 ***********************************************************************
 DV2305  DESIGNATION -  R 519
 DV2305  PID         -  DV2305
 DV2305  STATE/COUNTY-  AZ/MARICOPA
 DV2305  USGS QUAD   -  FOWLER (1982)
 DV2305
 DV2305                         *CURRENT SURVEY CONTROL
 DV2305  ___________________________________________________________________
 DV2305* NAD 83(1986)-  33 24 30.     (N)    112 12 16.     (W)     SCALED    
 DV2305* NAVD 88     -       307.257  (meters)    1008.06   (feet)  ADJUSTED  
 DV2305  ___________________________________________________________________
 DV2305  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV2305  DYNAMIC HT  -         306.902 (meters)    1006.89  (feet)  COMP
 DV2305  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 DV2305
 DV2305  VERT ORDER  -  FIRST     CLASS II
 DV2305
 DV2305.The horizontal coordinates were scaled from a topographic map and have
 DV2305.an estimated accuracy of +/- 6 seconds.
 DV2305
 DV2305.The orthometric height was determined by differential leveling
 DV2305.and adjusted in November 1993.
 DV2305
 DV2305.The geoid height was determined by GEOID03.
 DV2305
 DV2305.The dynamic height is computed by dividing the NAVD 88
 DV2305.geopotential number by the normal gravity value computed on the
 DV2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2305.degrees latitude (g = 980.6199 gals.).
 DV2305
 DV2305.The modeled gravity was interpolated from observed gravity values.
 DV2305
 DV2305;                    North         East    Units  Estimated Accuracy
 DV2305;SPC AZ C     -   267,070.      186,590.      MT  (+/- 180 meters Scaled)
 DV2305
 DV2305                          SUPERSEDED SURVEY CONTROL
 DV2305
 DV2305.No superseded survey control is available for this station.
 DV2305
 DV2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB880972(NAD 83)
 DV2305_MARKER: DV = VERTICAL CONTROL DISK
 DV2305_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2305_SP_SET: FOOTING
 DV2305_STAMPING: R 519 1992
 DV2305_MARK LOGO: NGS   
 DV2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2305+STABILITY: POSITION/ELEVATION WELL
 DV2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2305+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 DV2305
 DV2305  HISTORY     - Date     Condition        Report By
 DV2305  HISTORY     - 1992     MONUMENTED       NGS
 DV2305  HISTORY     - 19940425 GOOD             NGS
 DV2305  HISTORY     - 20060816 GOOD             GEOCAC
 DV2305
 DV2305                          STATION DESCRIPTION
 DV2305
 DV2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2305'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2305'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2305'91ST AVENUE, THENCE 4.8 KM (3.00 MI) EASTERLY ALONG WEST BROADWAY
 DV2305'ROAD, NEAR THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2305'TOWER NUMBER 14, 19.0 M (62.3 FT) EAST OF THE CENTER OF SOUTH 67TH
 DV2305'AVENUE, 14.2 M (46.6 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, AND
 DV2305'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 DV2305
 DV2305                          STATION RECOVERY (1994)
 DV2305
 DV2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV2305'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2305'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2305'91ST AVENUE, THENCE 4.8 KM (3.00 MI) EASTERLY ALONG WEST BROADWAY
 DV2305'ROAD, NEAR THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR HIGHLINE
 DV2305'TOWER NUMBER 14, 18.8 M (61.7 FT) EAST OF THE CENTER OF 67TH AVENUE,
 DV2305'14.0 M (45.9 FT) NORTH OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE
 DV2305'THE LEVEL OF THE ROAD.
 DV2305
 DV2305                          STATION RECOVERY (2006)
 DV2305
 DV2305'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0660 ***********************************************************************
 FS0660  DESIGNATION -  R 52
 FS0660  PID         -  FS0660
 FS0660  STATE/COUNTY-  AZ/MOHAVE
 FS0660  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0660
 FS0660                         *CURRENT SURVEY CONTROL
 FS0660  ___________________________________________________________________
 FS0660* NAD 83(1986)-  35 28 33.     (N)    114 36 51.     (W)     SCALED    
 FS0660* NAVD 88     -       293.786  (meters)     963.86   (feet)  POSTED    
 FS0660  ___________________________________________________________________
 FS0660  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FS0660  DYNAMIC HT  -         293.490 (meters)     962.89  (feet)  COMP
 FS0660  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 FS0660
 FS0660  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0660
 FS0660.The horizontal coordinates were scaled from a topographic map and have
 FS0660.an estimated accuracy of +/- 6 seconds.
 FS0660
 FS0660.The orthometric height was determined by differential leveling
 FS0660.and adjusted by the  in 1992.
 FS0660.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0660.rate of 3.1 thru 4.0 mm/km.
 FS0660
 FS0660.The geoid height was determined by GEOID03.
 FS0660
 FS0660.The dynamic height is computed by dividing the NAVD 88
 FS0660.geopotential number by the normal gravity value computed on the
 FS0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0660.degrees latitude (g = 980.6199 gals.).
 FS0660
 FS0660.The modeled gravity was interpolated from observed gravity values.
 FS0660
 FS0660;                    North         East    Units  Estimated Accuracy
 FS0660;SPC AZ W     -   496,720.      134,940.      MT  (+/- 180 meters Scaled)
 FS0660
 FS0660                          SUPERSEDED SURVEY CONTROL
 FS0660
 FS0660  NGVD 29 (??/??/92)  293.078  (m)          961.54   (f) ADJ UNCH    1 2
 FS0660
 FS0660.Superseded values are not recommended for survey control.
 FS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0660.See file dsdata.txt to determine how the superseded data were derived.
 FS0660
 FS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV164284(NAD 83)
 FS0660_MARKER: DB = BENCH MARK DISK
 FS0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0660_STAMPING: R 52 1934
 FS0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0660+STABILITY: SURFACE MOTION
 FS0660
 FS0660  HISTORY     - Date     Condition        Report By
 FS0660  HISTORY     - 1934     MONUMENTED       CGS
 FS0660  HISTORY     - 1950     GOOD             NGS
 FS0660
 FS0660                          STATION DESCRIPTION
 FS0660
 FS0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0660'25.2 MI W FROM GRASSHOPPER JUNCTION.
 FS0660'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0660'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.8 MILES WEST
 FS0660'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0660'4I YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF A PROMINENT GRAVEL
 FS0660'RIDGE ABOUT 250 YARDS LONG, 32 1/2 FEET SOUTHEAST OF THE CENTER
 FS0660'LINE OF THE ROAD, 2.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 FS0660'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0660'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2330 ***********************************************************************
 DV2330  DESIGNATION -  R 520
 DV2330  PID         -  DV2330
 DV2330  STATE/COUNTY-  AZ/MARICOPA
 DV2330  USGS QUAD   -  BUCKEYE NW (1982)
 DV2330
 DV2330                         *CURRENT SURVEY CONTROL
 DV2330  ___________________________________________________________________
 DV2330* NAD 83(1986)-  33 22 38.     (N)    112 38 25.     (W)     SCALED    
 DV2330* NAVD 88     -       274.753  (meters)     901.42   (feet)  ADJUSTED  
 DV2330  ___________________________________________________________________
 DV2330  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV2330  DYNAMIC HT  -         274.438 (meters)     900.39  (feet)  COMP
 DV2330  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 DV2330
 DV2330  VERT ORDER  -  FIRST     CLASS II
 DV2330
 DV2330.The horizontal coordinates were scaled from a topographic map and have
 DV2330.an estimated accuracy of +/- 6 seconds.
 DV2330
 DV2330.The orthometric height was determined by differential leveling
 DV2330.and adjusted in November 1993.
 DV2330
 DV2330.The geoid height was determined by GEOID03.
 DV2330
 DV2330.The dynamic height is computed by dividing the NAVD 88
 DV2330.geopotential number by the normal gravity value computed on the
 DV2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2330.degrees latitude (g = 980.6199 gals.).
 DV2330
 DV2330.The modeled gravity was interpolated from observed gravity values.
 DV2330
 DV2330;                    North         East    Units  Estimated Accuracy
 DV2330;SPC AZ C     -   263,820.      146,030.      MT  (+/- 180 meters Scaled)
 DV2330
 DV2330                          SUPERSEDED SURVEY CONTROL
 DV2330
 DV2330.No superseded survey control is available for this station.
 DV2330
 DV2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB474943(NAD 83)
 DV2330_MARKER: I = METAL ROD
 DV2330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV2330_SP_SET: STAINLESS STEEL ROD
 DV2330_STAMPING: R 520 1992
 DV2330_MARK LOGO: NGS   
 DV2330_PROJECTION: FLUSH
 DV2330_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2330+STABILITY: POSITION/ELEVATION WELL
 DV2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2330+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2330_ROD/PIPE-DEPTH: 5.8  meters
 DV2330
 DV2330  HISTORY     - Date     Condition        Report By
 DV2330  HISTORY     - 1992     MONUMENTED       NGS
 DV2330  HISTORY     - 20060128 POOR             USPSQD
 DV2330  HISTORY     - 20060129 POOR             USPSQD
 DV2330
 DV2330                          STATION DESCRIPTION
 DV2330
 DV2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2330'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2330'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV2330'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 4.6 KM
 DV2330'(2.85 MI) EASTERLY ALONG WEST BASELINE ROAD, 155.0 M (508.5 FT) EAST
 DV2330'OF THE CENTERLINE OF TURNER ROAD, 9.0 M (29.5 FT) SOUTH OF AND LEVEL
 DV2330'WITH THE ROAD CENTERLINE, 1.4 M (4.6 FT) NORTH OF THE NORTH EDGE OF
 DV2330'AN IRRIGATION DITCH, 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, AND 0.4
 DV2330'M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 DV2330'IS THROUGH A 5-INCH LOGO CAP.
 DV2330
 DV2330                          STATION RECOVERY (2006)
 DV2330
 DV2330'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV2330'WITNESS POST IN GOOD SHAPE. ROD WAS NOT THERE.
 DV2330
 DV2330                          STATION RECOVERY (2006)
 DV2330
 DV2330'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV2330'WITNESS POST IN GOOD SHAPE. ROD WAS LAYING AROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2346 ***********************************************************************
 DU2346  DESIGNATION -  R 521
 DU2346  PID         -  DU2346
 DU2346  STATE/COUNTY-  AZ/PINAL
 DU2346  USGS QUAD   -  SACATON BUTTE (1967)
 DU2346
 DU2346                         *CURRENT SURVEY CONTROL
 DU2346  ___________________________________________________________________
 DU2346* NAD 83(1986)-  33 07 03.     (N)    111 55 37.     (W)     SCALED    
 DU2346* NAVD 88     -       361.004  (meters)    1184.39   (feet)  ADJUSTED  
 DU2346  ___________________________________________________________________
 DU2346  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DU2346  DYNAMIC HT  -         360.573 (meters)    1182.98  (feet)  COMP
 DU2346  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 DU2346
 DU2346  VERT ORDER  -  FIRST     CLASS II
 DU2346
 DU2346.The horizontal coordinates were scaled from a topographic map and have
 DU2346.an estimated accuracy of +/- 6 seconds.
 DU2346
 DU2346.The orthometric height was determined by differential leveling
 DU2346.and adjusted in August 1994.
 DU2346
 DU2346.The geoid height was determined by GEOID03.
 DU2346
 DU2346.The dynamic height is computed by dividing the NAVD 88
 DU2346.geopotential number by the normal gravity value computed on the
 DU2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2346.degrees latitude (g = 980.6199 gals.).
 DU2346
 DU2346.The modeled gravity was interpolated from observed gravity values.
 DU2346
 DU2346;                    North         East    Units  Estimated Accuracy
 DU2346;SPC AZ C     -   234,780.      212,400.      MT  (+/- 180 meters Scaled)
 DU2346
 DU2346                          SUPERSEDED SURVEY CONTROL
 DU2346
 DU2346.No superseded survey control is available for this station.
 DU2346
 DU2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB135646(NAD 83)
 DU2346_MARKER: I = METAL ROD
 DU2346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2346_SP_SET: STAINLESS STEEL ROD
 DU2346_STAMPING: R 521 1994
 DU2346_MARK LOGO: NGS   
 DU2346_PROJECTION: FLUSH
 DU2346_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2346+STABILITY: POSITION/ELEVATION WELL
 DU2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2346+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU2346_ROD/PIPE-DEPTH: 8.0  meters
 DU2346
 DU2346  HISTORY     - Date     Condition        Report By
 DU2346  HISTORY     - 1994     MONUMENTED       NGS
 DU2346  HISTORY     - 20061106 GOOD             GEOCAC
 DU2346
 DU2346                          STATION DESCRIPTION
 DU2346
 DU2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2346'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2346'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2346'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 8.5 KM (5.30 MI)
 DU2346'WESTERLY ALONG CASA BLANCA ROAD, 27.2 M (89.2 FT) SOUTH OF THE ROAD
 DU2346'CENTERLINE, 5.2 M (17.1 FT) EAST OF THE CENTER OF FIELD ROAD, 1.2 M
 DU2346'(3.9 FT) NORTH OF A UTILITY POLE WITH 1 GUY CABLE, 0.5 M (1.6 FT)
 DU2346'BELOW THE LEVEL OF CASA BLANCA ROAD, AND 0.3 M (1.0 FT) EAST OF A
 DU2346'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2346'LOGO CAP.
 DU2346
 DU2346                          STATION RECOVERY (2006)
 DU2346
 DU2346'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0452 ***********************************************************************
 FS0452  DESIGNATION -  R 53
 FS0452  PID         -  FS0452
 FS0452  STATE/COUNTY-  AZ/MOHAVE
 FS0452  USGS QUAD   -  GARNET MTN (1989)
 FS0452
 FS0452                         *CURRENT SURVEY CONTROL
 FS0452  ___________________________________________________________________
 FS0452* NAD 83(1986)-  35 49 54.     (N)    114 06 06.     (W)     SCALED    
 FS0452* NAVD 88     -      1056.090  (meters)    3464.86   (feet)  POSTED    
 FS0452  ___________________________________________________________________
 FS0452  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FS0452  DYNAMIC HT  -        1054.900 (meters)    3460.95  (feet)  COMP
 FS0452  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 FS0452
 FS0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0452
 FS0452.The horizontal coordinates were scaled from a topographic map and have
 FS0452.an estimated accuracy of +/- 6 seconds.
 FS0452
 FS0452.The orthometric height was determined by differential leveling
 FS0452.and adjusted by the  in 1992.
 FS0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0452.rate of 0.0 thru 1.0 mm/km.
 FS0452
 FS0452.The geoid height was determined by GEOID03.
 FS0452
 FS0452.The dynamic height is computed by dividing the NAVD 88
 FS0452.geopotential number by the normal gravity value computed on the
 FS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0452.degrees latitude (g = 980.6199 gals.).
 FS0452
 FS0452.The modeled gravity was interpolated from observed gravity values.
 FS0452
 FS0452;                    North         East    Units  Estimated Accuracy
 FS0452;SPC AZ W     -   535,910.      181,590.      MT  (+/- 180 meters Scaled)
 FS0452
 FS0452                          SUPERSEDED SURVEY CONTROL
 FS0452
 FS0452  NGVD 29 (??/??/92) 1055.334  (m)         3462.38   (f) ADJ UNCH    1 1
 FS0452
 FS0452.Superseded values are not recommended for survey control.
 FS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0452.See file dsdata.txt to determine how the superseded data were derived.
 FS0452
 FS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV618691(NAD 83)
 FS0452_MARKER: DB = BENCH MARK DISK
 FS0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0452_STAMPING: R 53 1934
 FS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0452+STABILITY: SURFACE MOTION
 FS0452
 FS0452  HISTORY     - Date     Condition        Report By
 FS0452  HISTORY     - 1934     MONUMENTED       CGS
 FS0452  HISTORY     - 1950     GOOD             NGS
 FS0452  HISTORY     - 19870126 MARK NOT FOUND   USPSQD
 FS0452
 FS0452                          STATION DESCRIPTION
 FS0452
 FS0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0452'23.5 MI S FROM PIERCES FERRY.
 FS0452'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0452'RANGER STATION AT PIERCES FERRY, THENCE 10.1 MILES SOUTH ALONG
 FS0452'A DIRT ROAD, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0
 FS0452'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FS0452'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 FS0452'GROUND.
 FS0452
 FS0452                          STATION RECOVERY (1987)
 FS0452
 FS0452'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0113 ***********************************************************************
 GQ0113  DESIGNATION -  R 54
 GQ0113  PID         -  GQ0113
 GQ0113  STATE/COUNTY-  AZ/MOHAVE
 GQ0113  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0113
 GQ0113                         *CURRENT SURVEY CONTROL
 GQ0113  ___________________________________________________________________
 GQ0113* NAD 83(1986)-  36 14 37.     (N)    113 54 04.     (W)     SCALED    
 GQ0113* NAVD 88     -       627.318  (meters)    2058.13   (feet)  POSTED    
 GQ0113  ___________________________________________________________________
 GQ0113  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 GQ0113  DYNAMIC HT  -         626.660 (meters)    2055.97  (feet)  COMP
 GQ0113  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 GQ0113
 GQ0113  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0113
 GQ0113.The horizontal coordinates were scaled from a topographic map and have
 GQ0113.an estimated accuracy of +/- 6 seconds.
 GQ0113
 GQ0113.The orthometric height was determined by differential leveling
 GQ0113.and adjusted by the  in 1992.
 GQ0113.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0113.rate of 0.0 thru 1.0 mm/km.
 GQ0113
 GQ0113.The geoid height was determined by GEOID03.
 GQ0113
 GQ0113.The dynamic height is computed by dividing the NAVD 88
 GQ0113.geopotential number by the normal gravity value computed on the
 GQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0113.degrees latitude (g = 980.6199 gals.).
 GQ0113
 GQ0113.The modeled gravity was interpolated from observed gravity values.
 GQ0113
 GQ0113;                    North         East    Units  Estimated Accuracy
 GQ0113;SPC AZ W     -   581,570.      199,780.      MT  (+/- 180 meters Scaled)
 GQ0113
 GQ0113                          SUPERSEDED SURVEY CONTROL
 GQ0113
 GQ0113  NGVD 29 (??/??/92)  626.616  (m)         2055.82   (f) ADJ UNCH    1 1
 GQ0113
 GQ0113.Superseded values are not recommended for survey control.
 GQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0113.See file dsdata.txt to determine how the superseded data were derived.
 GQ0113
 GQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF393148(NAD 83)
 GQ0113_MARKER: DB = BENCH MARK DISK
 GQ0113_SETTING: 80 = SET IN A BOULDER
 GQ0113_SP_SET: BOULDER
 GQ0113_STAMPING: R 54 1934
 GQ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0113+STABILITY: SURFACE MOTION
 GQ0113
 GQ0113  HISTORY     - Date     Condition        Report By
 GQ0113  HISTORY     - 1934     MONUMENTED       CGS
 GQ0113  HISTORY     - 1950     GOOD             NGS
 GQ0113
 GQ0113                          STATION DESCRIPTION
 GQ0113
 GQ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0113'54.5 MI SE FROM RIVERSIDE, NV.
 GQ0113'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0113'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0113'THENCE 14.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0113'FERRY ROAD, AT A POINT WHERE THE ROAD CROSSES A SMALL WASH, IN THE TOP
 GQ0113'OF A LARGE BOULDER, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41
 GQ0113'FEET WEST OF THE APPROXIMATE CENTER OF THE WASH, 3 FEET NORTHWEST OF A
 GQ0113'CAIRN, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0497 ***********************************************************************
 DV0497  DESIGNATION -  R 55
 DV0497  PID         -  DV0497
 DV0497  STATE/COUNTY-  AZ/MARICOPA
 DV0497  USGS QUAD   -  FOWLER (1982)
 DV0497
 DV0497                         *CURRENT SURVEY CONTROL
 DV0497  ___________________________________________________________________
 DV0497* NAD 83(1986)-  33 26 39.     (N)    112 12 58.     (W)     SCALED    
 DV0497* NAVD 88     -       315.14   (+/-2cm)    1033.9    (feet)  VERTCON   
 DV0497  ___________________________________________________________________
 DV0497  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DV0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0497
 DV0497.The horizontal coordinates were scaled from a topographic map and have
 DV0497.an estimated accuracy of +/- 6 seconds.
 DV0497
 DV0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0497.The vertical order pertains to the NGVD 29 superseded value.
 DV0497
 DV0497.The geoid height was determined by GEOID03.
 DV0497
 DV0497;                    North         East    Units  Estimated Accuracy
 DV0497;SPC AZ C     -   271,050.      185,520.      MT  (+/- 180 meters Scaled)
 DV0497
 DV0497                          SUPERSEDED SURVEY CONTROL
 DV0497
 DV0497  NGVD 29 (??/??/92)  314.507  (m)         1031.85   (f) ADJ UNCH    2 0
 DV0497
 DV0497.Superseded values are not recommended for survey control.
 DV0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0497.See file dsdata.txt to determine how the superseded data were derived.
 DV0497
 DV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC869011(NAD 83)
 DV0497_MARKER: DB = BENCH MARK DISK
 DV0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0497_SP_SET: CULVERT
 DV0497_STAMPING: R 55 1934
 DV0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0497
 DV0497  HISTORY     - Date     Condition        Report By
 DV0497  HISTORY     - 1934     MONUMENTED       CGS
 DV0497  HISTORY     - 1963     GOOD             NGS
 DV0497  HISTORY     - 20080407 POOR             GEOCAC
 DV0497
 DV0497                          STATION DESCRIPTION
 DV0497
 DV0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0497'8.0 MI W FROM PHOENIX.
 DV0497'8.0 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0497'STATION AT PHOENIX, 0.1 MILE WEST OF MILEPOST 898, 0.2 MILE EAST OF
 DV0497'THE CROSSING OF 75TH AVENUE, SET IN THE CENTER OF THE TOP OF THE NORTH
 DV0497'HEADWALL OF A LARGE IRRIGATION CULVERT, 62 FEET NORTH OF THE CENTER OF
 DV0497'THE MAIN TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 DV0497
 DV0497                          STATION RECOVERY (2008)
 DV0497
 DV0497'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0497'THE IRRIGATION CULVERT WAS LOCATED, BUT THE MARK HAS BEEN REMOVED BY
 DV0497'VANDALS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0130 ***********************************************************************
 DV0130  DESIGNATION -  R 56
 DV0130  PID         -  DV0130
 DV0130  STATE/COUNTY-  AZ/MARICOPA
 DV0130  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0130
 DV0130                         *CURRENT SURVEY CONTROL
 DV0130  ___________________________________________________________________
 DV0130* NAD 83(1986)-  33 45 21.     (N)    112 07 38.     (W)     SCALED    
 DV0130* NAVD 88     -       472.72   (+/-2cm)    1550.9    (feet)  VERTCON   
 DV0130  ___________________________________________________________________
 DV0130  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DV0130  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0130
 DV0130.The horizontal coordinates were scaled from a topographic map and have
 DV0130.an estimated accuracy of +/- 6 seconds.
 DV0130
 DV0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0130.The vertical order pertains to the NGVD 29 superseded value.
 DV0130
 DV0130.The geoid height was determined by GEOID03.
 DV0130
 DV0130;                    North         East    Units  Estimated Accuracy
 DV0130;SPC AZ C     -   305,590.      193,850.      MT  (+/- 180 meters Scaled)
 DV0130
 DV0130                          SUPERSEDED SURVEY CONTROL
 DV0130
 DV0130  NGVD 29 (??/??/92)  472.123  (m)         1548.96   (f) ADJ UNCH    1 2
 DV0130
 DV0130.Superseded values are not recommended for survey control.
 DV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0130.See file dsdata.txt to determine how the superseded data were derived.
 DV0130
 DV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC956356(NAD 83)
 DV0130_MARKER: DB = BENCH MARK DISK
 DV0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0130_SP_SET: MONUMENT
 DV0130_STAMPING: R 56 1934
 DV0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0130+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2008
 DV0130
 DV0130  HISTORY     - Date     Condition        Report By
 DV0130  HISTORY     - 1934     MONUMENTED       CGS
 DV0130  HISTORY     - 1970     GOOD             NGS
 DV0130  HISTORY     - 1977     GOOD             LOCENG
 DV0130  HISTORY     - 20080506 GOOD             GEOCAC
 DV0130
 DV0130                          STATION DESCRIPTION
 DV0130
 DV0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0130'10.4 MI S FROM NEW RIVER.
 DV0130'10.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0130'RIVER OR 165 FEET NORTHWEST OF MILE POST 221.  200 FEET NORTH OF POWER
 DV0130'POLE NO. 89, 36 FEET WEST OF THE WEST RIGHT OF WAY FENCE AND 1 FOOT
 DV0130'NORTH OF A WITNESS POST.  THE MARK IS SET IN THE TOP OF A 6 INCH
 DV0130'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS UNDER
 DV0130'THE POWER LINE.
 DV0130
 DV0130                          STATION RECOVERY (1977)
 DV0130
 DV0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0130'RECOVERED IN GOOD CONDITION.
 DV0130
 DV0130                          STATION RECOVERY (2008)
 DV0130
 DV0130'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0130'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0130'45.350' W112 07.628'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0198 ***********************************************************************
 ET0198  DESIGNATION -  R 57
 ET0198  PID         -  ET0198
 ET0198  STATE/COUNTY-  AZ/YAVAPAI
 ET0198  USGS QUAD   -  MAYER (1974)
 ET0198
 ET0198                         *CURRENT SURVEY CONTROL
 ET0198  ___________________________________________________________________
 ET0198* NAD 83(1986)-  34 23 47.     (N)    112 13 28.     (W)     SCALED    
 ET0198* NAVD 88     -      1353.56   (+/-2cm)    4440.8    (feet)  VERTCON   
 ET0198  ___________________________________________________________________
 ET0198  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 ET0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0198
 ET0198.The horizontal coordinates were scaled from a topographic map and have
 ET0198.an estimated accuracy of +/- 6 seconds.
 ET0198
 ET0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0198.The vertical order pertains to the NGVD 29 superseded value.
 ET0198
 ET0198.The geoid height was determined by GEOID03.
 ET0198
 ET0198;                    North         East    Units  Estimated Accuracy
 ET0198;SPC AZ C     -   376,660.      185,060.      MT  (+/- 180 meters Scaled)
 ET0198
 ET0198                          SUPERSEDED SURVEY CONTROL
 ET0198
 ET0198  NGVD 29 (??/??/92) 1352.782  (m)         4438.25   (f) ADJ UNCH    2 0
 ET0198
 ET0198.Superseded values are not recommended for survey control.
 ET0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0198.See file dsdata.txt to determine how the superseded data were derived.
 ET0198
 ET0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD874067(NAD 83)
 ET0198_MARKER: DB = BENCH MARK DISK
 ET0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0198_STAMPING: R 57 1934
 ET0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0198+STABILITY: SURFACE MOTION
 ET0198
 ET0198  HISTORY     - Date     Condition        Report By
 ET0198  HISTORY     - 1934     MONUMENTED       CGS
 ET0198  HISTORY     - 1952     GOOD             NGS
 ET0198  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0198  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0198
 ET0198                          STATION DESCRIPTION
 ET0198
 ET0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0198'0.6 MI SE FROM MAYER.
 ET0198'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 ET0198'AT MAYER, AT THE SUMMIT OF A GRADE, AT THE SOUTHEAST CITY LIMITS SIGN
 ET0198'OF MAYER, DIRECTLY UNDER A POWER LINE, 16 FEET NORTHEAST OF THE CENTER
 ET0198'LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET
 ET0198'SOUTHWEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, AND SET IN A
 ET0198'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND 2 FEET ABOVE
 ET0198'THE HIGHWAY.
 ET0198
 ET0198                          STATION RECOVERY (1974)
 ET0198
 ET0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0198'MARK NOT FOUND.
 ET0198
 ET0198                          STATION RECOVERY (2004)
 ET0198
 ET0198'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0750 ***********************************************************************
 DU0750  DESIGNATION -  R 58
 DU0750  PID         -  DU0750
 DU0750  STATE/COUNTY-  AZ/PINAL
 DU0750  USGS QUAD   -  SACATON (1981)
 DU0750
 DU0750                         *CURRENT SURVEY CONTROL
 DU0750  ___________________________________________________________________
 DU0750* NAD 83(1986)-  33 07 22.     (N)    111 44 17.     (W)     SCALED    
 DU0750* NAVD 88     -       395.61   (+/-2cm)    1297.9    (feet)  VERTCON   
 DU0750  ___________________________________________________________________
 DU0750  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0750
 DU0750.The horizontal coordinates were scaled from a topographic map and have
 DU0750.an estimated accuracy of +/- 6 seconds.
 DU0750
 DU0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0750.The vertical order pertains to the NGVD 29 superseded value.
 DU0750
 DU0750.The geoid height was determined by GEOID03.
 DU0750
 DU0750;                    North         East    Units  Estimated Accuracy
 DU0750;SPC AZ C     -   235,380.      230,030.      MT  (+/- 180 meters Scaled)
 DU0750
 DU0750                          SUPERSEDED SURVEY CONTROL
 DU0750
 DU0750  NGVD 29 (??/??/92)  395.120  (m)         1296.32   (f) ADJ UNCH    2 0
 DU0750
 DU0750.Superseded values are not recommended for survey control.
 DU0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0750.See file dsdata.txt to determine how the superseded data were derived.
 DU0750
 DU0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB311651(NAD 83)
 DU0750_MARKER: DB = BENCH MARK DISK
 DU0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0750_STAMPING: R 58 1934
 DU0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0750+STABILITY: SURFACE MOTION
 DU0750
 DU0750  HISTORY     - Date     Condition        Report By
 DU0750  HISTORY     - 1934     MONUMENTED       CGS
 DU0750  HISTORY     - 1948     GOOD             NGS
 DU0750  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0750
 DU0750                          STATION DESCRIPTION
 DU0750
 DU0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0750'3.8 MI N FROM OLDBERG.
 DU0750'3.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM OLDBERG,
 DU0750'227 FEET NORTH OF A ROAD CROSSING, 36.4 FEET WEST OF THE CENTER LINE
 DU0750'OF THE TRACK, 15.0 FEET EAST OF A WIRE FENCE, 9.4 FEET NORTH OF MILE
 DU0750'POST 944, 5.0 FEET BELOW THE LEVEL OF THE TRACK, 2.2 FEET EAST OF A
 DU0750'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU0750'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DU0750
 DU0750                          STATION RECOVERY (2006)
 DU0750
 DU0750'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0426 ***********************************************************************
 CZ0426  DESIGNATION -  R 59
 CZ0426  PID         -  CZ0426
 CZ0426  STATE/COUNTY-  AZ/PINAL
 CZ0426  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ0426
 CZ0426                         *CURRENT SURVEY CONTROL
 CZ0426  ___________________________________________________________________
 CZ0426* NAD 83(1986)-  32 47 55.     (N)    111 10 53.     (W)     SCALED    
 CZ0426* NAVD 88     -       751.31   (+/-2cm)    2464.9    (feet)  VERTCON   
 CZ0426  ___________________________________________________________________
 CZ0426  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CZ0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0426
 CZ0426.The horizontal coordinates were scaled from a topographic map and have
 CZ0426.an estimated accuracy of +/- 6 seconds.
 CZ0426
 CZ0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0426.The vertical order pertains to the NGVD 29 superseded value.
 CZ0426
 CZ0426.The geoid height was determined by GEOID03.
 CZ0426
 CZ0426;                    North         East    Units  Estimated Accuracy
 CZ0426;SPC AZ C     -   199,660.      282,220.      MT  (+/- 180 meters Scaled)
 CZ0426
 CZ0426                          SUPERSEDED SURVEY CONTROL
 CZ0426
 CZ0426  NGVD 29 (??/??/92)  750.713  (m)         2462.96   (f) ADJ UNCH    2 0
 CZ0426
 CZ0426.Superseded values are not recommended for survey control.
 CZ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0426.See file dsdata.txt to determine how the superseded data were derived.
 CZ0426
 CZ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB830289(NAD 83)
 CZ0426_MARKER: DB = BENCH MARK DISK
 CZ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0426_STAMPING: R 59 1934
 CZ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0426+STABILITY: SURFACE MOTION
 CZ0426
 CZ0426  HISTORY     - Date     Condition        Report By
 CZ0426  HISTORY     - 1934     MONUMENTED       CGS
 CZ0426  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0426
 CZ0426                          STATION DESCRIPTION
 CZ0426
 CZ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0426'20.2 MI S FROM FLORENCE.
 CZ0426'20.2 MILES SOUTH ALONG U.S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CZ0426'FLORENCE, 22.4 MILES NORTH OF WALNUT WELLS, 118 FEET NORTH OF A
 CZ0426'GALVANIZED-IRON CULVERT, AND 30 FEET WEST OF THE CENTERLINE OF THE
 CZ0426'HIGHWAY. A STANDARD DISK, STAMPED R 59 1934 AND SET IN THE TOP OF A
 CZ0426'CONCRETE POST.
 CZ0426
 CZ0426                          STATION RECOVERY (1965)
 CZ0426
 CZ0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0521 ***********************************************************************
 DA0521  DESIGNATION -  R 6
 DA0521  PID         -  DA0521
 DA0521  STATE/COUNTY-  AZ/MARICOPA
 DA0521  USGS QUAD   -  MIDWAY (1986)
 DA0521
 DA0521                         *CURRENT SURVEY CONTROL
 DA0521  ___________________________________________________________________
 DA0521* NAD 83(1986)-  32 42 44.     (N)    112 50 03.     (W)     SCALED    
 DA0521* NAVD 88     -       323.156  (meters)    1060.22   (feet)  ADJUSTED  
 DA0521  ___________________________________________________________________
 DA0521  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0521  DYNAMIC HT  -         322.770 (meters)    1058.95  (feet)  COMP
 DA0521  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 DA0521
 DA0521  VERT ORDER  -  FIRST     CLASS II
 DA0521
 DA0521.The horizontal coordinates were scaled from a topographic map and have
 DA0521.an estimated accuracy of +/- 6 seconds.
 DA0521
 DA0521.The orthometric height was determined by differential leveling
 DA0521.and adjusted in June 1991.
 DA0521
 DA0521.The geoid height was determined by GEOID03.
 DA0521
 DA0521.The dynamic height is computed by dividing the NAVD 88
 DA0521.geopotential number by the normal gravity value computed on the
 DA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0521.degrees latitude (g = 980.6199 gals.).
 DA0521
 DA0521.The modeled gravity was interpolated from observed gravity values.
 DA0521
 DA0521;                    North         East    Units  Estimated Accuracy
 DA0521;SPC AZ C     -   190,210.      127,350.      MT  (+/- 180 meters Scaled)
 DA0521
 DA0521                          SUPERSEDED SURVEY CONTROL
 DA0521
 DA0521  NGVD 29 (??/??/92)  322.527  (m)         1058.16   (f) ADJ UNCH    1 2
 DA0521
 DA0521.Superseded values are not recommended for survey control.
 DA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0521.See file dsdata.txt to determine how the superseded data were derived.
 DA0521
 DA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB280208(NAD 83)
 DA0521_MARKER: DD = SURVEY DISK
 DA0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0521_STAMPING: R 6 1930
 DA0521_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0521+STABILITY: SURFACE MOTION
 DA0521
 DA0521  HISTORY     - Date     Condition        Report By
 DA0521  HISTORY     - 1930     MONUMENTED       USGS
 DA0521  HISTORY     - 1953     GOOD             NGS
 DA0521  HISTORY     - 1980     GOOD             NGS
 DA0521
 DA0521                          STATION DESCRIPTION
 DA0521
 DA0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0521'17.8 MI S FROM GILA BEND.
 DA0521'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0521'COMPANY RAILROAD STATION AT GILA BEND, THENCE 2.8 MILES SOUTH ALONG
 DA0521'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 0.1 MILE SOUTH OF BLACK
 DA0521'GAP WELL AND STOCK PENS, 87.6 FEET WEST OF THE WEST RAIL, 69 FEET EAST
 DA0521'OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 8 FEET EAST OF MILEPOLE
 DA0521'18, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 DA0521'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0521'THE GROUND.
 DA0521
 DA0521                          STATION RECOVERY (1980)
 DA0521
 DA0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0521'28.3 KM (17.6 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0521'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.9 KM (0.55
 DA0521'MI) SOUTHEAST ACROSS COUNTRY FROM STATE HIGHWAY 85, 0.2 KM (0.1 MI)
 DA0521'SOUTHWEST OF THE ABANDONED BLACK GAP WELL AND STOCK PENS, AT RAILWAY
 DA0521'MILEPOLE 18, 26.7 METERS (87.6 FT) NORTHWEST OF THE NORTHWEST RAIL
 DA0521'OF THE TRACKS, 21.0 METERS (69.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0521'A DIRT ROAD, 2.4 METERS (8.0 FT) SOUTHEAST OF THE MILEPOST.
 DA0521'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0521'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0138 ***********************************************************************
 GP0138  DESIGNATION -  R 6
 GP0138  PID         -  GP0138
 GP0138  STATE/COUNTY-  AZ/COCONINO
 GP0138  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0138
 GP0138                         *CURRENT SURVEY CONTROL
 GP0138  ___________________________________________________________________
 GP0138* NAD 83(1986)-  36 12 20.     (N)    111 23 31.     (W)     SCALED    
 GP0138* NAVD 88     -      1482.168  (meters)    4862.75   (feet)  POSTED    
 GP0138  ___________________________________________________________________
 GP0138  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0138  DYNAMIC HT  -        1480.340 (meters)    4856.75  (feet)  COMP
 GP0138  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 GP0138
 GP0138  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0138
 GP0138.The horizontal coordinates were scaled from a topographic map and have
 GP0138.an estimated accuracy of +/- 6 seconds.
 GP0138
 GP0138.The orthometric height was determined by differential leveling
 GP0138.and adjusted by the  in 1992.
 GP0138.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0138.rate of 1.1 thru 2.0 mm/km.
 GP0138
 GP0138.The geoid height was determined by GEOID03.
 GP0138
 GP0138.The dynamic height is computed by dividing the NAVD 88
 GP0138.geopotential number by the normal gravity value computed on the
 GP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0138.degrees latitude (g = 980.6199 gals.).
 GP0138
 GP0138.The modeled gravity was interpolated from observed gravity values.
 GP0138
 GP0138;                    North         East    Units  Estimated Accuracy
 GP0138;SPC AZ C     -   577,450.      260,540.      MT  (+/- 180 meters Scaled)
 GP0138
 GP0138                          SUPERSEDED SURVEY CONTROL
 GP0138
 GP0138  NGVD 29 (??/??/92) 1481.263  (m)         4859.78   (f) ADJ UNCH    1 2
 GP0138
 GP0138.Superseded values are not recommended for survey control.
 GP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0138.See file dsdata.txt to determine how the superseded data were derived.
 GP0138
 GP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF647068(NAD 83)
 GP0138_MARKER: DB = BENCH MARK DISK
 GP0138_SETTING: 80 = SET IN A BOULDER
 GP0138_SP_SET: BOULDER
 GP0138_STAMPING: R 6 1921
 GP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0138+STABILITY: SURFACE MOTION
 GP0138
 GP0138  HISTORY     - Date     Condition        Report By
 GP0138  HISTORY     - 1921     MONUMENTED       CGS
 GP0138  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0138
 GP0138                          STATION DESCRIPTION
 GP0138
 GP0138'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0138'23.0 MI N FROM CAMERON.
 GP0138'23.0 MILES NORTH ALONG THE 1921 ROUTE OF U.S. HIGHWAY 89 FROM THE
 GP0138'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 7.9
 GP0138'MILES SOUTH OF THE TRADING POST AT THE GAP, NEAR THE MIDDLE OF A WIDE
 GP0138'SANDY WASH, OPPOSITE THE CONCRETE BRIDGE AT STATION 1221+, 200 YARDS
 GP0138'EAST OF THE OLD HIGHWAY, AND IN THE TOP OF A LONE 2- BY 4-FOOT PINK
 GP0138'SANDSTONE BOULDER PROJECTING 2 FEET ABOVE THE BED OF THE WASH.  A
 GP0138'STANDARD DISK, STAMPED R 6 1921.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0644 ***********************************************************************
 DA0644  DESIGNATION -  R 60
 DA0644  PID         -  DA0644
 DA0644  STATE/COUNTY-  AZ/MARICOPA
 DA0644  USGS QUAD   -  GILA BEND (1973)
 DA0644
 DA0644                         *CURRENT SURVEY CONTROL
 DA0644  ___________________________________________________________________
 DA0644* NAD 83(1986)-  32 54 46.     (N)    112 42 11.     (W)     SCALED    
 DA0644* NAVD 88     -       245.74   (+/-2cm)     806.2    (feet)  VERTCON   
 DA0644  ___________________________________________________________________
 DA0644  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DA0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0644
 DA0644.The horizontal coordinates were scaled from a topographic map and have
 DA0644.an estimated accuracy of +/- 6 seconds.
 DA0644
 DA0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0644.The vertical order pertains to the NGVD 29 superseded value.
 DA0644
 DA0644.The geoid height was determined by GEOID03.
 DA0644
 DA0644;                    North         East    Units  Estimated Accuracy
 DA0644;SPC AZ C     -   212,350.      139,800.      MT  (+/- 180 meters Scaled)
 DA0644
 DA0644                          SUPERSEDED SURVEY CONTROL
 DA0644
 DA0644  NGVD 29 (??/??/92)  245.144  (m)          804.28   (f) ADJ UNCH    2 0
 DA0644
 DA0644.Superseded values are not recommended for survey control.
 DA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0644.See file dsdata.txt to determine how the superseded data were derived.
 DA0644
 DA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB407429(NAD 83)
 DA0644_MARKER: DD = SURVEY DISK
 DA0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0644_STAMPING: R 60 1930
 DA0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0644+STABILITY: SURFACE MOTION
 DA0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0644+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0644
 DA0644  HISTORY     - Date     Condition        Report By
 DA0644  HISTORY     - 1930     MONUMENTED       USGS
 DA0644  HISTORY     - 1951     GOOD             NGS
 DA0644  HISTORY     - 1980     GOOD             NGS
 DA0644  HISTORY     - 1980     GOOD             NGS
 DA0644  HISTORY     - 20060219 GOOD             USPSQD
 DA0644
 DA0644                          STATION DESCRIPTION
 DA0644
 DA0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0644'2.9 MI SE FROM GILA BEND.
 DA0644'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0644'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.9 MILES SOUTH ALONG A
 DA0644'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, AT A GRAVEL PIT
 DA0644'AND A LARGE MOUND OF DIRT AT THE JUNCTION OF A TRACK ROAD LEADING
 DA0644'SOUTH ALONG A FENCE LINE, 86 FEET NORTH OF THE REMAINS OF A FENCE
 DA0644'CORNER, 111 FEET NORTH OF THE JUNCTION OF THE TRACK ROAD, 18 FEET EAST
 DA0644'OF THE DIRT MOUND, 5.0 FEET NORTHWEST OF A 6 FEET HIGH WOODEN POST,
 DA0644'1.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DA0644'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROADS.
 DA0644
 DA0644                          STATION RECOVERY (1980)
 DA0644
 DA0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0644'RECOVERED IN GOOD CONDITION.
 DA0644
 DA0644                          STATION RECOVERY (1980)
 DA0644
 DA0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0644'RECOVERED IN GOOD CONDITION.
 DA0644
 DA0644                          STATION RECOVERY (2006)
 DA0644
 DA0644'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0644'RECOVERED AS DESCRIBED. NO WITNESS POST. THERE ARE TWO DIRT MOUNDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0051 ***********************************************************************
 GQ0051  DESIGNATION -  R 61
 GQ0051  PID         -  GQ0051
 GQ0051  STATE/COUNTY-  AZ/COCONINO
 GQ0051  USGS QUAD   -  GRAND CANYON (1988)
 GQ0051
 GQ0051                         *CURRENT SURVEY CONTROL
 GQ0051  ___________________________________________________________________
 GQ0051* NAD 83(1986)-  36 02 32.     (N)    112 09 29.     (W)     SCALED    
 GQ0051* NAVD 88     -      2037.871  (meters)    6685.92   (feet)  POSTED    
 GQ0051  ___________________________________________________________________
 GQ0051  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GQ0051  DYNAMIC HT  -        2035.150 (meters)    6676.99  (feet)  COMP
 GQ0051  MODELED GRAV-     979,223.3   (mgal)                       NAVD 88
 GQ0051
 GQ0051  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0051
 GQ0051.The horizontal coordinates were scaled from a topographic map and have
 GQ0051.an estimated accuracy of +/- 6 seconds.
 GQ0051
 GQ0051.The orthometric height was determined by differential leveling
 GQ0051.and adjusted by the  in 1992.
 GQ0051.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0051.rate of 0.0 thru 1.0 mm/km.
 GQ0051
 GQ0051.The geoid height was determined by GEOID03.
 GQ0051
 GQ0051.The dynamic height is computed by dividing the NAVD 88
 GQ0051.geopotential number by the normal gravity value computed on the
 GQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0051.degrees latitude (g = 980.6199 gals.).
 GQ0051
 GQ0051.The modeled gravity was interpolated from observed gravity values.
 GQ0051
 GQ0051;                    North         East    Units  Estimated Accuracy
 GQ0051;SPC AZ C     -   559,220.      191,610.      MT  (+/- 180 meters Scaled)
 GQ0051
 GQ0051                          SUPERSEDED SURVEY CONTROL
 GQ0051
 GQ0051  NGVD 29 (??/??/92) 2036.893  (m)         6682.71   (f) ADJ UNCH    2 0
 GQ0051
 GQ0051.Superseded values are not recommended for survey control.
 GQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0051.See file dsdata.txt to determine how the superseded data were derived.
 GQ0051
 GQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE956892(NAD 83)
 GQ0051_MARKER: DB = BENCH MARK DISK
 GQ0051_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0051_SP_SET: LIMESTONE LEDGE
 GQ0051_STAMPING: R-61 1934
 GQ0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0051+STABILITY: POSITION/ELEVATION WELL
 GQ0051
 GQ0051  HISTORY     - Date     Condition        Report By
 GQ0051  HISTORY     - 1934     MONUMENTED       CGS
 GQ0051  HISTORY     - 19850510 GOOD             USGS
 GQ0051
 GQ0051                          STATION DESCRIPTION
 GQ0051
 GQ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0051'2.0 MI S FROM GRAND CANYON.
 GQ0051'2 MI SOUTH ON A.T.S.F. RY, FROM EL TOVAR HOTEL.  40 YARDS SOUTHEAST OF
 GQ0051'MILE POLE 62, 38 FEET WEST OF A DRY WASH, 73 FEET SOUTH OF A 4-STRAND
 GQ0051'WIRE FENCE, AND 66 FEET WEST OF THE CENTERLINE OF THE TRACK. SET IN A
 GQ0051'LIMESTONE LEDGE, AND 2 FEET SOUTH OF A SMALL ROCK MOUND.
 GQ0051
 GQ0051                          STATION RECOVERY (1985)
 GQ0051
 GQ0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DLL)
 GQ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0372 ***********************************************************************
 FQ0372  DESIGNATION -  R 62
 FQ0372  PID         -  FQ0372
 FQ0372  STATE/COUNTY-  AZ/COCONINO
 FQ0372  USGS QUAD   -  COCONINO POINT (1988)
 FQ0372
 FQ0372                         *CURRENT SURVEY CONTROL
 FQ0372  ___________________________________________________________________
 FQ0372* NAD 83(1992)-  35 55 18.35513(N)    111 34 34.44771(W)     ADJUSTED  
 FQ0372* NAVD 88     -      1535.649  (meters)    5038.21   (feet)  POSTED    
 FQ0372  ___________________________________________________________________
 FQ0372  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 FQ0372  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0372  DYNAMIC HT  -        1533.700 (meters)    5031.81  (feet)  COMP
 FQ0372  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 FQ0372
 FQ0372  HORZ ORDER  -  SECOND
 FQ0372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0372
 FQ0372.The horizontal coordinates were established by classical geodetic methods
 FQ0372.and adjusted by the National Geodetic Survey in August 1993.
 FQ0372
 FQ0372.The orthometric height was determined by differential leveling
 FQ0372.and adjusted by the  in 1992.
 FQ0372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0372.rate of 0.0 thru 1.0 mm/km.
 FQ0372
 FQ0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0372
 FQ0372.The geoid height was determined by GEOID03.
 FQ0372
 FQ0372.The dynamic height is computed by dividing the NAVD 88
 FQ0372.geopotential number by the normal gravity value computed on the
 FQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0372.degrees latitude (g = 980.6199 gals.).
 FQ0372
 FQ0372.The modeled gravity was interpolated from observed gravity values.
 FQ0372
 FQ0372;                    North         East     Units Scale Factor Converg.
 FQ0372;SPC AZ C     -   545,886.518   244,081.804   MT  0.99991163   +0 11 59.0
 FQ0372;SPC AZ C     - 1,790,966.27    800,793.32   iFT  0.99991163   +0 11 59.0
 FQ0372;UTM  12      - 3,975,424.512   448,013.744   MT  0.99963330   -0 20 17.1
 FQ0372
 FQ0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0372!SPC AZ C     -   0.99976274  x   0.99991163  =   0.99967439
 FQ0372!UTM  12      -   0.99976274  x   0.99963330  =   0.99939613
 FQ0372
 FQ0372:                Primary Azimuth Mark                     Grid Az
 FQ0372:SPC AZ C     -  SHADOW                                   055 33 28.4
 FQ0372:UTM  12      -  SHADOW                                   056 05 44.5
 FQ0372
 FQ0372|---------------------------------------------------------------------|
 FQ0372| PID    Reference Object                     Distance      Geod. Az  |
 FQ0372|                                                           dddmmss.s |
 FQ0372| FQ0587 SHADOW                              APPROX.12.2 KM 0554527.4 |
 FQ0372| CH3359 SIDE R 62 RM 1                       15.268 METERS 07320     |
 FQ0372| CH3360 SIDE R 62 RM 2                       11.760 METERS 33148     |
 FQ0372|---------------------------------------------------------------------|
 FQ0372
 FQ0372                          SUPERSEDED SURVEY CONTROL
 FQ0372
 FQ0372  NAD 83(1986)-  35 55 18.35774(N)    111 34 34.44398(W) AD(       ) 2
 FQ0372  NAD 27      -  35 55 18.38317(N)    111 34 31.92060(W) AD(       ) 2
 FQ0372  NGVD 29 (??/??/92) 1534.741  (m)         5035.23   (f) ADJ UNCH    2 0
 FQ0372
 FQ0372.Superseded values are not recommended for survey control.
 FQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0372.See file dsdata.txt to determine how the superseded data were derived.
 FQ0372
 FQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4801475425(NAD 83)
 FQ0372_MARKER: DB = BENCH MARK DISK
 FQ0372_SETTING: 80 = SET IN A BOULDER
 FQ0372_SP_SET: BOULDER
 FQ0372_STAMPING: R 62 1934
 FQ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0372+STABILITY: SURFACE MOTION
 FQ0372
 FQ0372  HISTORY     - Date     Condition        Report By
 FQ0372  HISTORY     - 1934     MONUMENTED       CGS
 FQ0372  HISTORY     - 1977     GOOD             CGS
 FQ0372  HISTORY     - 19850319 GOOD             USGS
 FQ0372
 FQ0372                          STATION DESCRIPTION
 FQ0372
 FQ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0372'12.3 MI W FROM CAMERON.
 FQ0372'ABOUT 12.3 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0372'COUNTY, ABOUT 75 FEET EAST OF A 2-FOOT GALVANIZED-IRON CULVERT, 71
 FQ0372'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 FQ0372'SANDSTONE BOULDER, AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK,
 FQ0372'STAMPED R 62 1934.
 FQ0372
 FQ0372                          STATION RECOVERY (1977)
 FQ0372
 FQ0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1977 (TT)
 FQ0372'THE STATION IS ABOUT 50 MILES EAST NORTHEAST OF FLAGSTAFF, 10
 FQ0372'MILES WEST NORTHWEST OF CAMERON, ON THE NORTHEAST SIDE OF
 FQ0372'ARIZONA HWY. 64.
 FQ0372'
 FQ0372'THE STATION IS AN USC AND GS BENCH MARK STAMPED R 62 1934 AND IS
 FQ0372'SET IN A DRILL HOLE IN TOP OF A LARGE SANDSTONE BOULDER WHICH
 FQ0372'PROJECTS 1 FOOT.  THE STATION IS 71 FEET NORTHEAST OF HWY. 64
 FQ0372'CENTERLINE AND IS MARKED BY A WITNESS POST AND SIGN 3 FEET TO
 FQ0372'SOUTH.
 FQ0372'
 FQ0372'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED SIDE RM 1
 FQ0372'1977 AND IS EPOXIED TO BEDROCK 102 FEET NORTHEAST OF
 FQ0372'HWY. CENTERLINE.
 FQ0372'
 FQ0372'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED SIDE RM
 FQ0372'2 1977 EPOXIED TO A ROCK 97 FEET NORTHEAST OF HWY. CENTERLINE.
 FQ0372'
 FQ0372'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0372'TO THE JUNCTION WITH STATE HWY. 64, TURN RIGHT, WEST, AND CONTINUE
 FQ0372'ON HWY. 64 TO MILE POST 285.66 AND THE STATION ON NORTH SIDE OF
 FQ0372'HWY.
 FQ0372'
 FQ0372'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0372
 FQ0372                          STATION RECOVERY (1985)
 FQ0372
 FQ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JMM)
 FQ0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0121 ***********************************************************************
 FQ0121  DESIGNATION -  R 63
 FQ0121  PID         -  FQ0121
 FQ0121  STATE/COUNTY-  AZ/COCONINO
 FQ0121  USGS QUAD   -  HOWELL MESA (1967)
 FQ0121
 FQ0121                         *CURRENT SURVEY CONTROL
 FQ0121  ___________________________________________________________________
 FQ0121* NAD 83(1986)-  35 56 47.     (N)    110 51 08.     (W)     SCALED    
 FQ0121* NAVD 88     -      1902.167  (meters)    6240.69   (feet)  ADJUSTED  
 FQ0121  ___________________________________________________________________
 FQ0121  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 FQ0121  DYNAMIC HT  -        1899.681 (meters)    6232.54  (feet)  COMP
 FQ0121  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 FQ0121
 FQ0121  VERT ORDER  -  SECOND    CLASS 0
 FQ0121
 FQ0121.The horizontal coordinates were scaled from a topographic map and have
 FQ0121.an estimated accuracy of +/- 6 seconds.
 FQ0121
 FQ0121.The orthometric height was determined by differential leveling
 FQ0121.and adjusted in June 1991.
 FQ0121
 FQ0121.The geoid height was determined by GEOID03.
 FQ0121
 FQ0121.The dynamic height is computed by dividing the NAVD 88
 FQ0121.geopotential number by the normal gravity value computed on the
 FQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0121.degrees latitude (g = 980.6199 gals.).
 FQ0121
 FQ0121.The modeled gravity was interpolated from observed gravity values.
 FQ0121
 FQ0121;                    North         East    Units  Estimated Accuracy
 FQ0121;SPC AZ C     -   549,090.      309,390.      MT  (+/- 180 meters Scaled)
 FQ0121
 FQ0121                          SUPERSEDED SURVEY CONTROL
 FQ0121
 FQ0121  NGVD 29 (??/??/92) 1901.229  (m)         6237.62   (f) ADJ UNCH    2 0
 FQ0121
 FQ0121.Superseded values are not recommended for survey control.
 FQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0121.See file dsdata.txt to determine how the superseded data were derived.
 FQ0121
 FQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE133780(NAD 83)
 FQ0121_MARKER: DB = BENCH MARK DISK
 FQ0121_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0121_SP_SET: SANDSTONE OUTCROP
 FQ0121_STAMPING: R 63 1934
 FQ0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0121+STABILITY: POSITION/ELEVATION WELL
 FQ0121
 FQ0121  HISTORY     - Date     Condition        Report By
 FQ0121  HISTORY     - 1934     MONUMENTED       CGS
 FQ0121  HISTORY     - 1966     MARK NOT FOUND   NGS
 FQ0121
 FQ0121                          STATION DESCRIPTION
 FQ0121
 FQ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0121'20.3 MI NW FROM ORAIBI.
 FQ0121'IN COCONINO COUNTY, 20.3 MILES NORTHWEST ALONG THE TUBA CITY ROAD FROM
 FQ0121'ORAIBI, NAVAJO COUNTY, 0.5 MILE SOUTH OF AN OLD ROAD LEADING SOUTHWEST
 FQ0121'TO INDIAN HOGANS, 241 FEET EAST OF THE CENTERLINE OF THE ROAD, 49 FEET
 FQ0121'WEST OF THE EDGE OF A HIGH CLIFF, 2.5 FEET SOUTH OF A SMALL ROCK
 FQ0121'MOUND, IN THE TOP OF A LARGE SANDSTONE OUTCROP, AND 11.5 FEET WEST OF
 FQ0121'THE EAST EDGE OF THE OUTCROP.  A STANDARD DISK, STAMPED R 63 1934.
 FQ0121
 FQ0121                          STATION RECOVERY (1966)
 FQ0121
 FQ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FQ0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0007 ***********************************************************************
 FQ0007  DESIGNATION -  R 64
 FQ0007  PID         -  FQ0007
 FQ0007  STATE/COUNTY-  AZ/NAVAJO
 FQ0007  USGS QUAD   -  SUN ALTAR (1991)
 FQ0007
 FQ0007                         *CURRENT SURVEY CONTROL
 FQ0007  ___________________________________________________________________
 FQ0007* NAD 83(1986)-  35 50 29.     (N)    110 19 22.     (W)     SCALED    
 FQ0007* NAVD 88     -      1758.739  (meters)    5770.13   (feet)  ADJUSTED  
 FQ0007  ___________________________________________________________________
 FQ0007  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 FQ0007  DYNAMIC HT  -        1756.454 (meters)    5762.63  (feet)  COMP
 FQ0007  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 FQ0007
 FQ0007  VERT ORDER  -  SECOND    CLASS 0
 FQ0007
 FQ0007.The horizontal coordinates were scaled from a topographic map and have
 FQ0007.an estimated accuracy of +/- 6 seconds.
 FQ0007
 FQ0007.The orthometric height was determined by differential leveling
 FQ0007.and adjusted in June 1991.
 FQ0007
 FQ0007.The geoid height was determined by GEOID03.
 FQ0007
 FQ0007.The dynamic height is computed by dividing the NAVD 88
 FQ0007.geopotential number by the normal gravity value computed on the
 FQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0007.degrees latitude (g = 980.6199 gals.).
 FQ0007
 FQ0007.The modeled gravity was interpolated from observed gravity values.
 FQ0007
 FQ0007;                    North         East    Units  Estimated Accuracy
 FQ0007;SPC AZ E     -   536,930.      199,260.      MT  (+/- 180 meters Scaled)
 FQ0007
 FQ0007                          SUPERSEDED SURVEY CONTROL
 FQ0007
 FQ0007  NGVD 29 (??/??/92) 1757.855  (m)         5767.23   (f) ADJ UNCH    2 0
 FQ0007
 FQ0007.Superseded values are not recommended for survey control.
 FQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0007.See file dsdata.txt to determine how the superseded data were derived.
 FQ0007
 FQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE611665(NAD 83)
 FQ0007_MARKER: DB = BENCH MARK DISK
 FQ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0007_STAMPING: R 64 1934
 FQ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0007+STABILITY: SURFACE MOTION
 FQ0007
 FQ0007  HISTORY     - Date     Condition        Report By
 FQ0007  HISTORY     - 1934     MONUMENTED       CGS
 FQ0007  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0007
 FQ0007                          STATION DESCRIPTION
 FQ0007
 FQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0007'8.8 MI W FROM KEAMS CANYON.
 FQ0007'8.8 MILES WEST ALONG THE ORAIBI ROAD FROM KEAMS CANYON, NAVAJO COUNTY,
 FQ0007'1.5 MILES EAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO WINSLOW, 37
 FQ0007'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 18 FEET WEST OF A
 FQ0007'TELEPHONE POLE WITH A GROUND WIRE.  A STANDARD DISK, STAMPED R 64 1934
 FQ0007'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY RE-ALIGNED.
 FQ0007
 FQ0007                          STATION RECOVERY (1965)
 FQ0007
 FQ0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0220 ***********************************************************************
 ES0220  DESIGNATION -  R 65
 ES0220  PID         -  ES0220
 ES0220  STATE/COUNTY-  AZ/NAVAJO
 ES0220  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0220
 ES0220                         *CURRENT SURVEY CONTROL
 ES0220  ___________________________________________________________________
 ES0220* NAD 83(1986)-  34 21 03.     (N)    110 42 09.     (W)     SCALED    
 ES0220* NAVD 88     -      2206.461  (meters)    7239.03   (feet)  ADJUSTED  
 ES0220  ___________________________________________________________________
 ES0220  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0220  DYNAMIC HT  -        2203.128 (meters)    7228.10  (feet)  COMP
 ES0220  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 ES0220
 ES0220  VERT ORDER  -  SECOND    CLASS 0
 ES0220
 ES0220.The horizontal coordinates were scaled from a topographic map and have
 ES0220.an estimated accuracy of +/- 6 seconds.
 ES0220
 ES0220.The orthometric height was determined by differential leveling
 ES0220.and adjusted in June 1991.
 ES0220
 ES0220.The geoid height was determined by GEOID03.
 ES0220
 ES0220.The dynamic height is computed by dividing the NAVD 88
 ES0220.geopotential number by the normal gravity value computed on the
 ES0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0220.degrees latitude (g = 980.6199 gals.).
 ES0220
 ES0220.The modeled gravity was interpolated from observed gravity values.
 ES0220
 ES0220;                    North         East    Units  Estimated Accuracy
 ES0220;SPC AZ E     -   371,700.      164,070.      MT  (+/- 180 meters Scaled)
 ES0220
 ES0220                          SUPERSEDED SURVEY CONTROL
 ES0220
 ES0220  NGVD 29 (??/??/92) 2205.436  (m)         7235.67   (f) ADJ UNCH    2 0
 ES0220
 ES0220.Superseded values are not recommended for survey control.
 ES0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0220.See file dsdata.txt to determine how the superseded data were derived.
 ES0220
 ES0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD273010(NAD 83)
 ES0220_MARKER: DB = BENCH MARK DISK
 ES0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0220_SP_SET: CONCRETE MASS
 ES0220_STAMPING: R-65 1934
 ES0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0220
 ES0220  HISTORY     - Date     Condition        Report By
 ES0220  HISTORY     - 1934     MONUMENTED       CGS
 ES0220  HISTORY     - 1961     MARK NOT FOUND   USGS
 ES0220
 ES0220                          STATION DESCRIPTION
 ES0220
 ES0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0220'9.8 MI SW FROM HEBER.
 ES0220'ON GLOBE-HOLBROOK
 ES0220'ROAD, 30 FT. NORTH OF CENTER LINE OF ROAD, 3 FT. ABOVE ROAD LEVEL.
 ES0220
 ES0220                          STATION RECOVERY (1961)
 ES0220
 ES0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ES0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0032 ***********************************************************************
 FQ0032  DESIGNATION -  R 66
 FQ0032  PID         -  FQ0032
 FQ0032  STATE/COUNTY-  AZ/NAVAJO
 FQ0032  USGS QUAD   -  FIVE BUTTES (1972)
 FQ0032
 FQ0032                         *CURRENT SURVEY CONTROL
 FQ0032  ___________________________________________________________________
 FQ0032* NAD 83(1986)-  35 17 37.     (N)    110 03 08.     (W)     SCALED    
 FQ0032* NAVD 88     -      1740.246  (meters)    5709.46   (feet)  ADJUSTED  
 FQ0032  ___________________________________________________________________
 FQ0032  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FQ0032  DYNAMIC HT  -        1737.906 (meters)    5701.78  (feet)  COMP
 FQ0032  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 FQ0032
 FQ0032  VERT ORDER  -  SECOND    CLASS 0
 FQ0032
 FQ0032.The horizontal coordinates were scaled from a topographic map and have
 FQ0032.an estimated accuracy of +/- 6 seconds.
 FQ0032
 FQ0032.The orthometric height was determined by differential leveling
 FQ0032.and adjusted in June 1991.
 FQ0032
 FQ0032.The geoid height was determined by GEOID03.
 FQ0032
 FQ0032.The dynamic height is computed by dividing the NAVD 88
 FQ0032.geopotential number by the normal gravity value computed on the
 FQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0032.degrees latitude (g = 980.6199 gals.).
 FQ0032
 FQ0032.The modeled gravity was interpolated from observed gravity values.
 FQ0032
 FQ0032;                    North         East    Units  Estimated Accuracy
 FQ0032;SPC AZ E     -   476,150.      223,770.      MT  (+/- 180 meters Scaled)
 FQ0032
 FQ0032                          SUPERSEDED SURVEY CONTROL
 FQ0032
 FQ0032  NGVD 29 (??/??/92) 1739.397  (m)         5706.67   (f) ADJ UNCH    2 0
 FQ0032
 FQ0032.Superseded values are not recommended for survey control.
 FQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0032.See file dsdata.txt to determine how the superseded data were derived.
 FQ0032
 FQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE861060(NAD 83)
 FQ0032_MARKER: DB = BENCH MARK DISK
 FQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0032_STAMPING: R 66 1934
 FQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0032+STABILITY: SURFACE MOTION
 FQ0032
 FQ0032  HISTORY     - Date     Condition        Report By
 FQ0032  HISTORY     - 1934     MONUMENTED       CGS
 FQ0032  HISTORY     - 1972     MARK NOT FOUND   USGS
 FQ0032
 FQ0032                          STATION DESCRIPTION
 FQ0032
 FQ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0032'8.5 MI S FROM INDIAN WELLS.
 FQ0032'8.5 MILES SOUTH ALONG THE HOLBROOK-KEAMS CANYON ROAD FROM INDIAN
 FQ0032'WELLS, NAVAJO COUNTY, 75 YARDS EAST OF A SMALL RAVINE, 50 FEET EAST OF
 FQ0032'A POLE IN A ROW OF POLES, AND 20 FEET WEST OF THE CENTERLINE OF THE
 FQ0032'ROAD.  A STANDARD DISK, STAMPED R 66 1934 AND SET IN THE TOP OF A
 FQ0032'CONCRETE POST.
 FQ0032
 FQ0032                          STATION RECOVERY (1972)
 FQ0032
 FQ0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0499 ***********************************************************************
 DU0499  DESIGNATION -  R 67
 DU0499  PID         -  DU0499
 DU0499  STATE/COUNTY-  AZ/PINAL
 DU0499  USGS QUAD   -  GRAYBACK (1964)
 DU0499
 DU0499                         *CURRENT SURVEY CONTROL
 DU0499  ___________________________________________________________________
 DU0499* NAD 83(1986)-  33 06 10.     (N)    111 00 21.     (W)     SCALED    
 DU0499* NAVD 88     -       535.80   (+/-2cm)    1757.9    (feet)  VERTCON   
 DU0499  ___________________________________________________________________
 DU0499  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DU0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0499
 DU0499.The horizontal coordinates were scaled from a topographic map and have
 DU0499.an estimated accuracy of +/- 6 seconds.
 DU0499
 DU0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0499.The vertical order pertains to the NGVD 29 superseded value.
 DU0499
 DU0499.The geoid height was determined by GEOID03.
 DU0499
 DU0499;                    North         East    Units  Estimated Accuracy
 DU0499;SPC AZ C     -   233,520.      298,370.      MT  (+/- 180 meters Scaled)
 DU0499
 DU0499                          SUPERSEDED SURVEY CONTROL
 DU0499
 DU0499  NGVD 29 (??/??/92)  535.173  (m)         1755.81   (f) ADJ UNCH    2 0
 DU0499
 DU0499.Superseded values are not recommended for survey control.
 DU0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0499.See file dsdata.txt to determine how the superseded data were derived.
 DU0499
 DU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB994626(NAD 83)
 DU0499_MARKER: DB = BENCH MARK DISK
 DU0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0499_STAMPING: R 67 1934
 DU0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0499+STABILITY: SURFACE MOTION
 DU0499
 DU0499  HISTORY     - Date     Condition        Report By
 DU0499  HISTORY     - 1934     MONUMENTED       CGS
 DU0499  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DU0499
 DU0499                          STATION DESCRIPTION
 DU0499
 DU0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0499'2.6 MI W FROM RAY JUNCTION.
 DU0499'2.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM RAY
 DU0499'JUNCTION, 100 FEET SOUTH OF MILEPOST 985, 12 FEET WEST OF A ROCK
 DU0499'SLOPE, AND 12 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DU0499'DISK, STAMPED R 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DU0499
 DU0499                          STATION RECOVERY (2008)
 DU0499
 DU0499'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0499'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A BROKEN
 DU0499'CONCRETE POST WITH NO EVIDENCE OF THE DISK OR ANY DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0528 ***********************************************************************
 DA0528  DESIGNATION -  R 7
 DA0528  PID         -  DA0528
 DA0528  STATE/COUNTY-  AZ/MARICOPA
 DA0528  USGS QUAD   -  MIDWAY (1986)
 DA0528
 DA0528                         *CURRENT SURVEY CONTROL
 DA0528  ___________________________________________________________________
 DA0528* NAD 83(1986)-  32 40 18.     (N)    112 51 09.     (W)     SCALED    
 DA0528* NAVD 88     -       340.726  (meters)    1117.87   (feet)  ADJUSTED  
 DA0528  ___________________________________________________________________
 DA0528  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA0528  DYNAMIC HT  -         340.314 (meters)    1116.51  (feet)  COMP
 DA0528  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 DA0528
 DA0528  VERT ORDER  -  FIRST     CLASS II
 DA0528
 DA0528.The horizontal coordinates were scaled from a topographic map and have
 DA0528.an estimated accuracy of +/- 6 seconds.
 DA0528
 DA0528.The orthometric height was determined by differential leveling
 DA0528.and adjusted in June 1991.
 DA0528
 DA0528.The geoid height was determined by GEOID03.
 DA0528
 DA0528.The dynamic height is computed by dividing the NAVD 88
 DA0528.geopotential number by the normal gravity value computed on the
 DA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0528.degrees latitude (g = 980.6199 gals.).
 DA0528
 DA0528.The modeled gravity was interpolated from observed gravity values.
 DA0528
 DA0528;                    North         East    Units  Estimated Accuracy
 DA0528;SPC AZ C     -   185,730.      125,590.      MT  (+/- 180 meters Scaled)
 DA0528
 DA0528                          SUPERSEDED SURVEY CONTROL
 DA0528
 DA0528  NGVD 29 (??/??/92)  340.089  (m)         1115.78   (f) ADJ UNCH    1 2
 DA0528
 DA0528.Superseded values are not recommended for survey control.
 DA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0528.See file dsdata.txt to determine how the superseded data were derived.
 DA0528
 DA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB262164(NAD 83)
 DA0528_MARKER: DD = SURVEY DISK
 DA0528_SETTING: 66 = SET IN ROCK OUTCROP
 DA0528_SP_SET: ROCK OUTCROP
 DA0528_STAMPING: R 7 1930
 DA0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0528+STABILITY: POSITION/ELEVATION WELL
 DA0528
 DA0528  HISTORY     - Date     Condition        Report By
 DA0528  HISTORY     - 1930     MONUMENTED       USGS
 DA0528  HISTORY     - 1953     GOOD             NGS
 DA0528  HISTORY     - 1980     GOOD             NGS
 DA0528
 DA0528                          STATION DESCRIPTION
 DA0528
 DA0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0528'20.8 MI S FROM GILA BEND.
 DA0528'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0528'COMPANY RAILROAD STATION AT GILA BEND, THENCE 5.8 MILES SOUTH ALONG
 DA0528'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 197 FEET SOUTH OF AND
 DA0528'ACROSS THE TRACK FROM MILEPOLE 21, AT THE EAST EDGE OF A SMALL DRAIN
 DA0528'DITCH, IN THE TOP OF A LAVA OUTCROP, 28.6 FEET EAST OF THE EAST RAIL,
 DA0528'2 1/2 FEET EAST OF THE CENTER OF THE DITCH, 3.1 FEET WEST OF A WITNESS
 DA0528'POST, ABOUT 5 FEET HIGHER THAN THE TRACK, AND ABOUT 0.8 FOOT ABOVE THE
 DA0528'BOTTOM OF THE DITCH.
 DA0528
 DA0528                          STATION RECOVERY (1980)
 DA0528
 DA0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0528'33.8 KM (21.0 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0528'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 60.0 METERS
 DA0528'(197 FT) SOUTHWEST ACROSS THE TRACKS FROM RAILWAY MILEPOLE 21, AT THE
 DA0528'EAST EDGE OF A SMALL DRAINAGE DITCH, SET IN TOP OF A LAVA ROCK OUTCROP
 DA0528'AT THE WEST END OF THE NORTH ONE OF TWO SMALL ROCK HILLS, 8.7 METERS
 DA0528'(28.6 FT) EAST OF THE EAST RAIL OF THE TRACKS, 0.8 METER (2.5 FT)
 DA0528'EAST OF THE CENTERLINE OF THE DITCH.
 DA0528'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0528'THE MARK IS 1.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0090 ***********************************************************************
 GP0090  DESIGNATION -  R 7
 GP0090  PID         -  GP0090
 GP0090  STATE/COUNTY-  AZ/COCONINO
 GP0090  USGS QUAD   -  PAGE (1985)
 GP0090
 GP0090                         *CURRENT SURVEY CONTROL
 GP0090  ___________________________________________________________________
 GP0090* NAD 83(1986)-  36 56 49.     (N)    111 29 20.     (W)     SCALED    
 GP0090* NAVD 88     -       968.698  (meters)    3178.14   (feet)  POSTED    
 GP0090  ___________________________________________________________________
 GP0090  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0090  DYNAMIC HT  -         967.600 (meters)    3174.53  (feet)  COMP
 GP0090  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 GP0090
 GP0090  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0090
 GP0090.The horizontal coordinates were scaled from a topographic map and have
 GP0090.an estimated accuracy of +/- 6 seconds.
 GP0090
 GP0090.The orthometric height was determined by differential leveling
 GP0090.and adjusted by the  in 1992.
 GP0090.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0090.was located on a no-check spur therefore a value was not computed.
 GP0090.No vertical observational check was made to the station.
 GP0090
 GP0090.The geoid height was determined by GEOID03.
 GP0090
 GP0090.The dynamic height is computed by dividing the NAVD 88
 GP0090.geopotential number by the normal gravity value computed on the
 GP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0090.degrees latitude (g = 980.6199 gals.).
 GP0090
 GP0090.The modeled gravity was interpolated from observed gravity values.
 GP0090
 GP0090;                    North         East    Units  Estimated Accuracy
 GP0090;SPC AZ C     -   659,670.      251,460.      MT  (+/- 180 meters Scaled)
 GP0090
 GP0090                          SUPERSEDED SURVEY CONTROL
 GP0090
 GP0090  NGVD 29 (??/??/92)  967.792  (m)         3175.16   (f) ADJ UNCH    1 2
 GP0090
 GP0090.Superseded values are not recommended for survey control.
 GP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0090.See file dsdata.txt to determine how the superseded data were derived.
 GP0090
 GP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF564890(NAD 83)
 GP0090_MARKER: DB = BENCH MARK DISK
 GP0090_SETTING: 80 = SET IN A BOULDER
 GP0090_SP_SET: BOULDER
 GP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0090+STABILITY: SURFACE MOTION
 GP0090
 GP0090  HISTORY     - Date     Condition        Report By
 GP0090  HISTORY     - UNK      MONUMENTED       CGS
 GP0090  HISTORY     - 1934     MARK NOT FOUND   NGS
 GP0090
 GP0090                          STATION DESCRIPTION
 GP0090
 GP0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0090'18.25 MI NE FROM LEES FERRY.
 GP0090'18-1/4 MILES UPSTREAM ALONG COLORADO RIVER FROM LEES FERRY, COCONINO
 GP0090'COUNTY, ON THE RIGHT-HAND BANK OF THE RIVER LOOKING UPSTREAM, 1/4 MILE
 GP0090'NORTH OF THE MOUTH OF SENTINEL ROCK CREEK, AND IN A WHITE SANDSTONE
 GP0090'BOULDER.  A STANDARD DISK.  NOTE-- THIS MARK CAN ONLY BE REACHED BY
 GP0090'BOAT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0141 ***********************************************************************
 FQ0141  DESIGNATION -  R 70
 FQ0141  PID         -  FQ0141
 FQ0141  STATE/COUNTY-  AZ/NAVAJO
 FQ0141  USGS QUAD   -  MOWA'API (1991)
 FQ0141
 FQ0141                         *CURRENT SURVEY CONTROL
 FQ0141  ___________________________________________________________________
 FQ0141* NAD 83(1986)-  35 47 12.     (N)    110 40 37.     (W)     SCALED    
 FQ0141* NAVD 88     -      1663.753  (meters)    5458.50   (feet)  ADJUSTED  
 FQ0141  ___________________________________________________________________
 FQ0141  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 FQ0141  DYNAMIC HT  -        1661.617 (meters)    5451.49  (feet)  COMP
 FQ0141  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 FQ0141
 FQ0141  VERT ORDER  -  SECOND    CLASS 0
 FQ0141
 FQ0141.The horizontal coordinates were scaled from a topographic map and have
 FQ0141.an estimated accuracy of +/- 6 seconds.
 FQ0141
 FQ0141.The orthometric height was determined by differential leveling
 FQ0141.and adjusted in June 1991.
 FQ0141
 FQ0141.The geoid height was determined by GEOID03.
 FQ0141
 FQ0141.The dynamic height is computed by dividing the NAVD 88
 FQ0141.geopotential number by the normal gravity value computed on the
 FQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0141.degrees latitude (g = 980.6199 gals.).
 FQ0141
 FQ0141.The modeled gravity was interpolated from observed gravity values.
 FQ0141
 FQ0141;                    North         East    Units  Estimated Accuracy
 FQ0141;SPC AZ E     -   530,970.      167,230.      MT  (+/- 180 meters Scaled)
 FQ0141
 FQ0141                          SUPERSEDED SURVEY CONTROL
 FQ0141
 FQ0141  NGVD 29 (??/??/92) 1662.900  (m)         5455.70   (f) ADJ UNCH    2 0
 FQ0141
 FQ0141.Superseded values are not recommended for survey control.
 FQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0141.See file dsdata.txt to determine how the superseded data were derived.
 FQ0141
 FQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE291603(NAD 83)
 FQ0141_MARKER: DB = BENCH MARK DISK
 FQ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0141_STAMPING: R 70 1934
 FQ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0141+STABILITY: SURFACE MOTION
 FQ0141
 FQ0141  HISTORY     - Date     Condition        Report By
 FQ0141  HISTORY     - 1934     MONUMENTED       CGS
 FQ0141  HISTORY     - 1965     GOOD             NGS
 FQ0141  HISTORY     - 19860509 GOOD             USGS
 FQ0141
 FQ0141                          STATION DESCRIPTION
 FQ0141
 FQ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0141'7.4 MI S FROM ORAIBI.
 FQ0141'ABOUT 7.4 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0141'OFFICE AT ORAIBI, NAVAJO COUNTY, 148 FEET NORTHEAST OF A 20-FOOT
 FQ0141'WOODEN BRIDGE, 116 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 24
 FQ0141'FEET EAST OF A LIGHT-TRAVELED ROAD LEADING SOUTHEAST.  A STANDARD
 FQ0141'DISK, STAMPED R 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0141
 FQ0141                          STATION RECOVERY (1965)
 FQ0141
 FQ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0141'RECOVERED IN GOOD CONDITION.
 FQ0141
 FQ0141                          STATION RECOVERY (1986)
 FQ0141
 FQ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLH)
 FQ0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0089 ***********************************************************************
 FQ0089  DESIGNATION -  R 71
 FQ0089  PID         -  FQ0089
 FQ0089  STATE/COUNTY-  AZ/COCONINO
 FQ0089  USGS QUAD   -  TUCKER MESA NW (1968)
 FQ0089
 FQ0089                         *CURRENT SURVEY CONTROL
 FQ0089  ___________________________________________________________________
 FQ0089* NAD 83(1986)-  35 13 17.     (N)    110 57 10.     (W)     SCALED    
 FQ0089* NAVD 88     -      1450.199  (meters)    4757.86   (feet)  ADJUSTED  
 FQ0089  ___________________________________________________________________
 FQ0089  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FQ0089  DYNAMIC HT  -        1448.314 (meters)    4751.68  (feet)  COMP
 FQ0089  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 FQ0089
 FQ0089  VERT ORDER  -  SECOND    CLASS 0
 FQ0089
 FQ0089.The horizontal coordinates were scaled from a topographic map and have
 FQ0089.an estimated accuracy of +/- 6 seconds.
 FQ0089
 FQ0089.The orthometric height was determined by differential leveling
 FQ0089.and adjusted in June 1991.
 FQ0089
 FQ0089.The geoid height was determined by GEOID03.
 FQ0089
 FQ0089.The dynamic height is computed by dividing the NAVD 88
 FQ0089.geopotential number by the normal gravity value computed on the
 FQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0089.degrees latitude (g = 980.6199 gals.).
 FQ0089
 FQ0089.The modeled gravity was interpolated from observed gravity values.
 FQ0089
 FQ0089;                    North         East    Units  Estimated Accuracy
 FQ0089;SPC AZ C     -   468,560.      301,110.      MT  (+/- 180 meters Scaled)
 FQ0089
 FQ0089                          SUPERSEDED SURVEY CONTROL
 FQ0089
 FQ0089  NGVD 29 (??/??/92) 1449.441  (m)         4755.37   (f) ADJ UNCH    2 0
 FQ0089
 FQ0089.Superseded values are not recommended for survey control.
 FQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0089.See file dsdata.txt to determine how the superseded data were derived.
 FQ0089
 FQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD042975(NAD 83)
 FQ0089_MARKER: DB = BENCH MARK DISK
 FQ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0089_STAMPING: R 71 1934
 FQ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0089+STABILITY: SURFACE MOTION
 FQ0089
 FQ0089  HISTORY     - Date     Condition        Report By
 FQ0089  HISTORY     - 1934     MONUMENTED       CGS
 FQ0089
 FQ0089                          STATION DESCRIPTION
 FQ0089
 FQ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0089'4.1 MI SE FROM LEUPP.
 FQ0089'4.1 MILES SOUTHEAST ALONG THE HIGHWAY TO WINSLOW FROM LEUPP, COCONINO
 FQ0089'COUNTY, ABOUT 0.2 MILE SOUTHEAST OF A BROWN SANDSTONE HILL, IN LINE
 FQ0089'WITH A ROW OF POLES, 84 FEET NORTHEAST OF THE CENTER LINE OF THE
 FQ0089'HIGHWAY, AND ABOUT 8 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FQ0089'STAMPED R 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0018 ***********************************************************************
 FQ0018  DESIGNATION -  R 72
 FQ0018  PID         -  FQ0018
 FQ0018  STATE/COUNTY-  AZ/NAVAJO
 FQ0018  USGS QUAD   -  LAMB WELL (1991)
 FQ0018
 FQ0018                         *CURRENT SURVEY CONTROL
 FQ0018  ___________________________________________________________________
 FQ0018* NAD 83(1986)-  35 50 28.     (N)    110 03 28.     (W)     SCALED    
 FQ0018* NAVD 88     -      2055.221  (meters)    6742.84   (feet)  ADJUSTED  
 FQ0018  ___________________________________________________________________
 FQ0018  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 FQ0018  DYNAMIC HT  -        2052.430 (meters)    6733.68  (feet)  COMP
 FQ0018  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 FQ0018
 FQ0018  VERT ORDER  -  SECOND    CLASS 0
 FQ0018
 FQ0018.The horizontal coordinates were scaled from a topographic map and have
 FQ0018.an estimated accuracy of +/- 6 seconds.
 FQ0018
 FQ0018.The orthometric height was determined by differential leveling
 FQ0018.and adjusted in June 1991.
 FQ0018
 FQ0018.The geoid height was determined by GEOID03.
 FQ0018
 FQ0018.The dynamic height is computed by dividing the NAVD 88
 FQ0018.geopotential number by the normal gravity value computed on the
 FQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0018.degrees latitude (g = 980.6199 gals.).
 FQ0018
 FQ0018.The modeled gravity was interpolated from observed gravity values.
 FQ0018
 FQ0018;                    North         East    Units  Estimated Accuracy
 FQ0018;SPC AZ E     -   536,890.      223,200.      MT  (+/- 180 meters Scaled)
 FQ0018
 FQ0018                          SUPERSEDED SURVEY CONTROL
 FQ0018
 FQ0018  NGVD 29 (??/??/92) 2054.228  (m)         6739.58   (f) ADJ UNCH    2 0
 FQ0018
 FQ0018.Superseded values are not recommended for survey control.
 FQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0018.See file dsdata.txt to determine how the superseded data were derived.
 FQ0018
 FQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE850667(NAD 83)
 FQ0018_MARKER: DB = BENCH MARK DISK
 FQ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0018_STAMPING: R 72 1934
 FQ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0018+STABILITY: SURFACE MOTION
 FQ0018
 FQ0018  HISTORY     - Date     Condition        Report By
 FQ0018  HISTORY     - 1934     MONUMENTED       CGS
 FQ0018  HISTORY     - 1955     GOOD             NGS
 FQ0018  HISTORY     - 19860206 GOOD             USGS
 FQ0018
 FQ0018                          STATION DESCRIPTION
 FQ0018
 FQ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0018'10.2 MI E FROM KEAMS CANYON.
 FQ0018'ABOUT 0.5 MILE EAST ALONG THE PAVED ROAD FROM THE POST OFFICE IN KEAMS
 FQ0018'CANYON, THENCE NORTH AND EAST ALONG A GRADED ROAD FOR 1.7 MILES TO A
 FQ0018'FORK, THENCE ALONG THE LEFT FORK FOR 7.8 MILES TO THE STATION ON THE
 FQ0018'LEFT.  THE MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE CREST OF A HILL
 FQ0018'ASCENDING FROM A WASH, 0.1 MILE EAST OF A DIM ROAD LEADING NORTHEAST
 FQ0018'AND 29 FEET NORTH OF THE OLD KEAMS CANYON - GANADO ROAD.
 FQ0018
 FQ0018                          STATION RECOVERY (1986)
 FQ0018
 FQ0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0269 ***********************************************************************
 CY0269  DESIGNATION -  R 73
 CY0269  PID         -  CY0269
 CY0269  STATE/COUNTY-  AZ/GREENLEE
 CY0269  USGS QUAD   -  HOT WELL (1986)
 CY0269
 CY0269                         *CURRENT SURVEY CONTROL
 CY0269  ___________________________________________________________________
 CY0269* NAD 83(1986)-  32 44 41.     (N)    109 08 24.     (W)     SCALED    
 CY0269* NAVD 88     -      1103.59   (+/-2cm)    3620.7    (feet)  VERTCON   
 CY0269  ___________________________________________________________________
 CY0269  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CY0269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0269
 CY0269.The horizontal coordinates were scaled from a topographic map and have
 CY0269.an estimated accuracy of +/- 6 seconds.
 CY0269
 CY0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0269.The vertical order pertains to the NGVD 29 superseded value.
 CY0269
 CY0269.The geoid height was determined by GEOID03.
 CY0269
 CY0269;                    North         East    Units  Estimated Accuracy
 CY0269;SPC AZ E     -   193,910.      309,570.      MT  (+/- 180 meters Scaled)
 CY0269
 CY0269                          SUPERSEDED SURVEY CONTROL
 CY0269
 CY0269  NGVD 29 (??/??/92) 1102.922  (m)         3618.50   (f) ADJ UNCH    2 0
 CY0269
 CY0269.Superseded values are not recommended for survey control.
 CY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0269.See file dsdata.txt to determine how the superseded data were derived.
 CY0269
 CY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB742245(NAD 83)
 CY0269_MARKER: DB = BENCH MARK DISK
 CY0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0269_STAMPING: R-73 1934
 CY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0269+STABILITY: SURFACE MOTION
 CY0269
 CY0269  HISTORY     - Date     Condition        Report By
 CY0269  HISTORY     - 1934     MONUMENTED       CGS
 CY0269
 CY0269                          STATION DESCRIPTION
 CY0269
 CY0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0269'2.6 MI NW FROM DUNCAN.
 CY0269'2.6 MI. N.W. ALONG A. AND N.M. RY.  ABOUT 1/4 MI. N.W. OF FOX SIDING,
 CY0269'150 FT. N. OF MI. POST 1187, 105 FT. S.W. OF BRIDGE NO. 1187.05, AND
 CY0269'32 FT. W. OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0336 ***********************************************************************
 DT0336  DESIGNATION -  R 74
 DT0336  PID         -  DT0336
 DT0336  STATE/COUNTY-  AZ/GREENLEE
 DT0336  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0336
 DT0336                         *CURRENT SURVEY CONTROL
 DT0336  ___________________________________________________________________
 DT0336* NAD 83(1986)-  33 14 21.     (N)    109 22 52.     (W)     SCALED    
 DT0336* NAVD 88     -      2080.676  (meters)    6826.35   (feet)  ADJUSTED  
 DT0336  ___________________________________________________________________
 DT0336  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DT0336  DYNAMIC HT  -        2077.429 (meters)    6815.70  (feet)  COMP
 DT0336  MODELED GRAV-     979,001.4   (mgal)                       NAVD 88
 DT0336
 DT0336  VERT ORDER  -  SECOND    CLASS 0
 DT0336
 DT0336.The horizontal coordinates were scaled from a topographic map and have
 DT0336.an estimated accuracy of +/- 6 seconds.
 DT0336
 DT0336.The orthometric height was determined by differential leveling
 DT0336.and adjusted in June 1991.
 DT0336
 DT0336.The geoid height was determined by GEOID03.
 DT0336
 DT0336.The dynamic height is computed by dividing the NAVD 88
 DT0336.geopotential number by the normal gravity value computed on the
 DT0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0336.degrees latitude (g = 980.6199 gals.).
 DT0336
 DT0336.The modeled gravity was interpolated from observed gravity values.
 DT0336
 DT0336;                    North         East    Units  Estimated Accuracy
 DT0336;SPC AZ E     -   248,550.      286,570.      MT  (+/- 180 meters Scaled)
 DT0336
 DT0336                          SUPERSEDED SURVEY CONTROL
 DT0336
 DT0336  NGVD 29 (??/??/92) 2079.770  (m)         6823.38   (f) ADJ UNCH    2 0
 DT0336
 DT0336.Superseded values are not recommended for survey control.
 DT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0336.See file dsdata.txt to determine how the superseded data were derived.
 DT0336
 DT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB508789(NAD 83)
 DT0336_MARKER: DB = BENCH MARK DISK
 DT0336_SETTING: 66 = SET IN ROCK OUTCROP
 DT0336_SP_SET: OUTCROP
 DT0336_STAMPING: R-74 1934
 DT0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0336+STABILITY: POSITION/ELEVATION WELL
 DT0336
 DT0336  HISTORY     - Date     Condition        Report By
 DT0336  HISTORY     - 1934     MONUMENTED       CGS
 DT0336
 DT0336                          STATION DESCRIPTION
 DT0336
 DT0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0336'21.0 MI N FROM CLIFTON.
 DT0336'21.0 MI NORTH ON STATE HWY NO. 71, FROM P.O.  6.8 MI NORTH OF CHERRY
 DT0336'LODGE, AT A SHARP BEND IN THE HIGHWAY, 6 FEET SOUTHWEST OF THE EDGE OF
 DT0336'A CUT ON THE ROAD GRADE, AND 27 FEET SOUTHWEST OF THE CENTERLINE OF
 DT0336'THE HIGHWAY.  SET IN A MALPAIS OUTCROP, ABOUT 6 FEET ABOVE THE ROAD
 DT0336'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0254 ***********************************************************************
 CG0254  DESIGNATION -  R 75
 CG0254  PID         -  CG0254
 CG0254  STATE/COUNTY-  AZ/PIMA
 CG0254  USGS QUAD   -  SAHUARITA (1981)
 CG0254
 CG0254                         *CURRENT SURVEY CONTROL
 CG0254  ___________________________________________________________________
 CG0254* NAD 83(1986)-  31 54 44.     (N)    110 57 35.     (W)     SCALED    
 CG0254* NAVD 88     -       842.607  (meters)    2764.45   (feet)  ADJUSTED  
 CG0254  ___________________________________________________________________
 CG0254  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0254  DYNAMIC HT  -         841.393 (meters)    2760.47  (feet)  COMP
 CG0254  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 CG0254
 CG0254  VERT ORDER  -  FIRST     CLASS II
 CG0254
 CG0254.The horizontal coordinates were scaled from a topographic map and have
 CG0254.an estimated accuracy of +/- 6 seconds.
 CG0254
 CG0254.The orthometric height was determined by differential leveling
 CG0254.and adjusted in June 1991.
 CG0254
 CG0254.The geoid height was determined by GEOID03.
 CG0254
 CG0254.The dynamic height is computed by dividing the NAVD 88
 CG0254.geopotential number by the normal gravity value computed on the
 CG0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0254.degrees latitude (g = 980.6199 gals.).
 CG0254
 CG0254.The modeled gravity was interpolated from observed gravity values.
 CG0254
 CG0254;                    North         East    Units  Estimated Accuracy
 CG0254;SPC AZ C     -   101,530.      303,860.      MT  (+/- 180 meters Scaled)
 CG0254
 CG0254                          SUPERSEDED SURVEY CONTROL
 CG0254
 CG0254  NGVD 29 (??/??/92)  841.917  (m)         2762.19   (f) ADJ UNCH    1 2
 CG0254
 CG0254.Superseded values are not recommended for survey control.
 CG0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0254.See file dsdata.txt to determine how the superseded data were derived.
 CG0254
 CG0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA038307(NAD 83)
 CG0254_MARKER: DB = BENCH MARK DISK
 CG0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0254_STAMPING: R 75 1934
 CG0254_PROJECTION: PROJECTING 30 CENTIMETERS
 CG0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0254+STABILITY: SURFACE MOTION
 CG0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0254+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0254
 CG0254  HISTORY     - Date     Condition        Report By
 CG0254  HISTORY     - 1934     MONUMENTED       CGS
 CG0254  HISTORY     - 1953     GOOD             NGS
 CG0254  HISTORY     - 1980     GOOD             NGS
 CG0254  HISTORY     - 19950121 GOOD             USPSQD
 CG0254  HISTORY     - 20020407 GOOD             USPSQD
 CG0254  HISTORY     - 20060316 GOOD             USPSQD
 CG0254
 CG0254                          STATION DESCRIPTION
 CG0254
 CG0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0254'3.2 MI S FROM SAHUARITA.
 CG0254'3.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0254'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 0.1 MILE
 CG0254'NORTH OF THE CROSSING OF A DIRT ROAD, 36 1/2 FEET WEST OF MILEPOLE
 CG0254'1006, 72.0 FEET WEST OF THE WEST RAIL, 63 FEET EAST OF THE CENTER LINE
 CG0254'OF FORMER U. S. HIGHWAY 89, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 2
 CG0254'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0254'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0254
 CG0254                          STATION RECOVERY (1980)
 CG0254
 CG0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0254'5 KILOMETERS (3.1 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0254'RAILROAD FROM THE POST OFFICE AT SAHUARITA, AT RAILROAD
 CG0254'MILEPOST 1006 AND 0.2 KILOMETER (0.1 MILE) NORTH OF A POWER
 CG0254'LINE CROSSING, 21.9 METERS (72 FEET) WEST OF THE WEST RAIL,
 CG0254'19.2 METERS (63 FEET) EAST OF THE OLD HIGHWAY CENTERLINE,
 CG0254'19 METERS (62.3 FEET) WEST OF THE MILEPOST.
 CG0254'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CG0254'THE MARK IS 1 M BELOW THE RAILS..
 CG0254
 CG0254                          STATION RECOVERY (1995)
 CG0254
 CG0254'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0254'RECOVERED IN GOOD CONDITION.
 CG0254
 CG0254                          STATION RECOVERY (2002)
 CG0254
 CG0254'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0254'RECOVERED IN GOOD CONDITION.
 CG0254
 CG0254                          STATION RECOVERY (2006)
 CG0254
 CG0254'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0224 ***********************************************************************
 CG0224  DESIGNATION -  R 76
 CG0224  PID         -  CG0224
 CG0224  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0224  USGS QUAD   -  NOGALES (1981)
 CG0224
 CG0224                         *CURRENT SURVEY CONTROL
 CG0224  ___________________________________________________________________
 CG0224* NAD 83(1986)-  31 22 26.     (N)    110 54 23.     (W)     SCALED    
 CG0224* NAVD 88     -      1218.80   (+/-2cm)    3998.7    (feet)  VERTCON   
 CG0224  ___________________________________________________________________
 CG0224  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CG0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0224
 CG0224.The horizontal coordinates were scaled from a topographic map and have
 CG0224.an estimated accuracy of +/- 6 seconds.
 CG0224
 CG0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0224.The vertical order pertains to the NGVD 29 superseded value.
 CG0224
 CG0224.The geoid height was determined by GEOID03.
 CG0224
 CG0224;                    North         East    Units  Estimated Accuracy
 CG0224;SPC AZ C     -    41,890.      309,460.      MT  (+/- 180 meters Scaled)
 CG0224
 CG0224                          SUPERSEDED SURVEY CONTROL
 CG0224
 CG0224  NGVD 29 (??/??/92) 1217.908  (m)         3995.75   (f) ADJ UNCH    2 0
 CG0224
 CG0224.Superseded values are not recommended for survey control.
 CG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0224.See file dsdata.txt to determine how the superseded data were derived.
 CG0224
 CG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV089710(NAD 83)
 CG0224_MARKER: DB = BENCH MARK DISK
 CG0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0224_STAMPING: R 76 1934
 CG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0224+STABILITY: SURFACE MOTION
 CG0224
 CG0224  HISTORY     - Date     Condition        Report By
 CG0224  HISTORY     - 1934     MONUMENTED       CGS
 CG0224  HISTORY     - 1976     GOOD             USGS
 CG0224
 CG0224                          STATION DESCRIPTION
 CG0224
 CG0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0224'3.5 MI NE FROM NOGALES.
 CG0224'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 CG0224'NOGALES, SANTA CRUZ COUNTY, ABOUT 1/4 MILE SOUTHEAST OF AN ADOBE RUIN,
 CG0224'ABOUT 300 YARDS NORTHEAST OF AN OLD TRASH DUMP, ON THE CREST OF A
 CG0224'SMALL KNOLL, AND 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 CG0224'STANDARD DISK, STAMPED R 76 1934 AND SET IN THE TOP OF A CONCRETE
 CG0224'POST.
 CG0224
 CG0224                          STATION RECOVERY (1976)
 CG0224
 CG0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0224'1.9 MI NE. ALONG STATE HWY. 82 FROM JCT. WITH U.S. HWY. 89 IN
 CG0224'NOGALES, THENCE 1.0 N. ON CAMINO VISTA DE CIELO RD. ABOUT 250 FT. S.
 CG0224'OF CROSSING OF GAS PIPELINE. ON CREST OF SMALL KNOLL, 48 FT W. OF RD.
 CG0224'SET IN TOP OF CONCRETE POST, NGS DISK STAMPED R 76 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0156 ***********************************************************************
 CG0156  DESIGNATION -  R 77
 CG0156  PID         -  CG0156
 CG0156  STATE/COUNTY-  AZ/COCHISE
 CG0156  USGS QUAD   -  FAIRBANK (1952)
 CG0156
 CG0156                         *CURRENT SURVEY CONTROL
 CG0156  ___________________________________________________________________
 CG0156* NAD 83(1986)-  31 41 48.     (N)    110 14 22.     (W)     SCALED    
 CG0156* NAVD 88     -      1228.73   (+/-2cm)    4031.3    (feet)  VERTCON   
 CG0156  ___________________________________________________________________
 CG0156  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0156
 CG0156.The horizontal coordinates were scaled from a topographic map and have
 CG0156.an estimated accuracy of +/- 6 seconds.
 CG0156
 CG0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0156.The vertical order pertains to the NGVD 29 superseded value.
 CG0156
 CG0156.The geoid height was determined by GEOID03.
 CG0156
 CG0156;                    North         East    Units  Estimated Accuracy
 CG0156;SPC AZ E     -    77,240.      206,460.      MT  (+/- 180 meters Scaled)
 CG0156
 CG0156                          SUPERSEDED SURVEY CONTROL
 CG0156
 CG0156  NGVD 29 (??/??/92) 1227.926  (m)         4028.62   (f) ADJ UNCH    2 0
 CG0156
 CG0156.Superseded values are not recommended for survey control.
 CG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0156.See file dsdata.txt to determine how the superseded data were derived.
 CG0156
 CG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA720070(NAD 83)
 CG0156_MARKER: DB = BENCH MARK DISK
 CG0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0156_SP_SET: BRIDGE
 CG0156_STAMPING: R 77 1934
 CG0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0156
 CG0156  HISTORY     - Date     Condition        Report By
 CG0156  HISTORY     - 1934     MONUMENTED       CGS
 CG0156  HISTORY     - 1935     GOOD             NGS
 CG0156
 CG0156                          STATION DESCRIPTION
 CG0156
 CG0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0156'4.2 MI W FROM FAIRBANK.
 CG0156'4.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FAIRBANK,
 CG0156'COCHISE COUNTY, 1.6 MILES EAST OF BROOKLINE, AT THE WEST END OF BRIDGE
 CG0156'1055.29, IN THE TOP OF THE RETAINING WALL, 20 FEET SOUTHWEST OF THE
 CG0156'ABUTMENT, AND 12 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK. A
 CG0156'STANDARD DISK, STAMPED R 77 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0118 ***********************************************************************
 CG0118  DESIGNATION -  R 78
 CG0118  PID         -  CG0118
 CG0118  STATE/COUNTY-  AZ/COCHISE
 CG0118  USGS QUAD   -  BENSON (1983)
 CG0118
 CG0118                         *CURRENT SURVEY CONTROL
 CG0118  ___________________________________________________________________
 CG0118* NAD 83(1986)-  31 56 24.     (N)    110 19 46.     (W)     SCALED    
 CG0118* NAVD 88     -      1240.039  (meters)    4068.36   (feet)  ADJUSTED  
 CG0118  ___________________________________________________________________
 CG0118  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0118  DYNAMIC HT  -        1238.169 (meters)    4062.23  (feet)  COMP
 CG0118  MODELED GRAV-     979,088.3   (mgal)                       NAVD 88
 CG0118
 CG0118  VERT ORDER  -  FIRST     CLASS II
 CG0118
 CG0118.The horizontal coordinates were scaled from a topographic map and have
 CG0118.an estimated accuracy of +/- 6 seconds.
 CG0118
 CG0118.The orthometric height was determined by differential leveling
 CG0118.and adjusted in June 1991.
 CG0118
 CG0118.The geoid height was determined by GEOID03.
 CG0118
 CG0118.The dynamic height is computed by dividing the NAVD 88
 CG0118.geopotential number by the normal gravity value computed on the
 CG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0118.degrees latitude (g = 980.6199 gals.).
 CG0118
 CG0118.The modeled gravity was interpolated from observed gravity values.
 CG0118
 CG0118;                    North         East    Units  Estimated Accuracy
 CG0118;SPC AZ E     -   104,230.      197,970.      MT  (+/- 180 meters Scaled)
 CG0118
 CG0118                          SUPERSEDED SURVEY CONTROL
 CG0118
 CG0118  NGVD 29 (??/??/92) 1239.250  (m)         4065.77   (f) ADJ UNCH    1 2
 CG0118
 CG0118.Superseded values are not recommended for survey control.
 CG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0118.See file dsdata.txt to determine how the superseded data were derived.
 CG0118
 CG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA633339(NAD 83)
 CG0118_MARKER: DB = BENCH MARK DISK
 CG0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0118_SP_SET: BRIDGE
 CG0118_STAMPING: R 78 1934
 CG0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0118
 CG0118  HISTORY     - Date     Condition        Report By
 CG0118  HISTORY     - 1934     MONUMENTED       CGS
 CG0118  HISTORY     - 1979     GOOD             NGS
 CG0118
 CG0118                          STATION DESCRIPTION
 CG0118
 CG0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0118'1.2 MI SE FROM WHETSTONE.
 CG0118'1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0118'STATION AT WHETSTONE, COCHISE COUNTY, 315 FEET SOUTH OF SIGNAL BLOCK
 CG0118'1029.97, AT BRIDGE 1029.85, IN THE TOP OF A LARGE CONCRETE HEADWALL, 1
 CG0118'FOOT SOUTH OF THE NORTH END, AND 30 FEET WEST OF THE CENTERLINE OF THE
 CG0118'TRACK.  A STANDARD DISK, STAMPED R 78 1934.
 CG0118
 CG0118                          STATION RECOVERY (1979)
 CG0118
 CG0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0118'1.2 MILES SOUTHEAST ALONG THE OLD SOUTHERN PACIFIC RAILROAD BED FROM
 CG0118'THE ABANDONED WHETSTONE SITE, AT BRIDGE 1029.85 IN TOP OF THE WEST
 CG0118'HEADWALL AND 1 FOOT SOUTH OF THE NORTH END, 30 FEET WEST OF THE
 CG0118'CENTERLINE OF THE OLD RAILROAD BED.
 CG0118'THE MARK IS 4 FT BELOW RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0171 ***********************************************************************
 CF0171  DESIGNATION -  R 79
 CF0171  PID         -  CF0171
 CF0171  STATE/COUNTY-  AZ/COCHISE
 CF0171  USGS QUAD   -  PEARCE (1985)
 CF0171
 CF0171                         *CURRENT SURVEY CONTROL
 CF0171  ___________________________________________________________________
 CF0171* NAD 83(1986)-  31 54 46.     (N)    109 49 16.     (W)     SCALED    
 CF0171* NAVD 88     -      1337.82   (+/-2cm)    4389.2    (feet)  VERTCON   
 CF0171  ___________________________________________________________________
 CF0171  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CF0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0171
 CF0171.The horizontal coordinates were scaled from a topographic map and have
 CF0171.an estimated accuracy of +/- 6 seconds.
 CF0171
 CF0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0171.The vertical order pertains to the NGVD 29 superseded value.
 CF0171
 CF0171.The geoid height was determined by GEOID03.
 CF0171
 CF0171;                    North         East    Units  Estimated Accuracy
 CF0171;SPC AZ E     -   101,250.      246,040.      MT  (+/- 180 meters Scaled)
 CF0171
 CF0171                          SUPERSEDED SURVEY CONTROL
 CF0171
 CF0171  NGVD 29 (??/??/92) 1336.992  (m)         4386.45   (f) ADJ UNCH    2 0
 CF0171
 CF0171.Superseded values are not recommended for survey control.
 CF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0171.See file dsdata.txt to determine how the superseded data were derived.
 CF0171
 CF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA114313(NAD 83)
 CF0171_MARKER: DB = BENCH MARK DISK
 CF0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0171_STAMPING: R 79 1934
 CF0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0171+STABILITY: SURFACE MOTION
 CF0171
 CF0171  HISTORY     - Date     Condition        Report By
 CF0171  HISTORY     - 1934     MONUMENTED       CGS
 CF0171  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0171  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0171
 CF0171                          STATION DESCRIPTION
 CF0171
 CF0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0171'0.5 MI N FROM PEARCE.
 CF0171'0.5 MILE NORTH ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0171'ABOUT 100 YARDS SOUTH OF THE CORNER OF A WIRE FENCE, 280 FEET EAST OF
 CF0171'A ROW OF POLES, AND 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 CF0171'STANDARD DISK, STAMPED R 79 1934 AND SET IN THE TOP OF A CONCRETE
 CF0171'POST.  NOTE-- THE AREA HAS BEEN DISTURBED CONSIDERABLY DUE TO MINING
 CF0171'ACTIVITY.
 CF0171
 CF0171                          STATION RECOVERY (1957)
 CF0171
 CF0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0171'MARK NOT FOUND.
 CF0171
 CF0171                          STATION RECOVERY (1980)
 CF0171
 CF0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0171'NOT RECOVERED, SEARCHED FOR BUT NOT FOUND AS REPORTED BY USGS IN
 CF0171'1957.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0536 ***********************************************************************
 DA0536  DESIGNATION -  R 8
 DA0536  PID         -  DA0536
 DA0536  STATE/COUNTY-  AZ/MARICOPA
 DA0536  USGS QUAD   -  MIDWAY (1986)
 DA0536
 DA0536                         *CURRENT SURVEY CONTROL
 DA0536  ___________________________________________________________________
 DA0536* NAD 83(1986)-  32 37 54.     (N)    112 51 11.     (W)     SCALED    
 DA0536* NAVD 88     -       356.924  (meters)    1171.01   (feet)  ADJUSTED  
 DA0536  ___________________________________________________________________
 DA0536  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0536  DYNAMIC HT  -         356.487 (meters)    1169.57  (feet)  COMP
 DA0536  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 DA0536
 DA0536  VERT ORDER  -  FIRST     CLASS II
 DA0536
 DA0536.The horizontal coordinates were scaled from a topographic map and have
 DA0536.an estimated accuracy of +/- 6 seconds.
 DA0536
 DA0536.The orthometric height was determined by differential leveling
 DA0536.and adjusted in June 1991.
 DA0536
 DA0536.The geoid height was determined by GEOID03.
 DA0536
 DA0536.The dynamic height is computed by dividing the NAVD 88
 DA0536.geopotential number by the normal gravity value computed on the
 DA0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0536.degrees latitude (g = 980.6199 gals.).
 DA0536
 DA0536.The modeled gravity was interpolated from observed gravity values.
 DA0536
 DA0536;                    North         East    Units  Estimated Accuracy
 DA0536;SPC AZ C     -   181,290.      125,500.      MT  (+/- 180 meters Scaled)
 DA0536
 DA0536                          SUPERSEDED SURVEY CONTROL
 DA0536
 DA0536  NGVD 29 (??/??/92)  356.282  (m)         1168.90   (f) ADJ UNCH    1 2
 DA0536
 DA0536.Superseded values are not recommended for survey control.
 DA0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0536.See file dsdata.txt to determine how the superseded data were derived.
 DA0536
 DA0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261119(NAD 83)
 DA0536_MARKER: DD = SURVEY DISK
 DA0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0536_STAMPING: R 8 1930
 DA0536_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0536+STABILITY: SURFACE MOTION
 DA0536
 DA0536  HISTORY     - Date     Condition        Report By
 DA0536  HISTORY     - 1930     MONUMENTED       USGS
 DA0536  HISTORY     - 1953     GOOD             NGS
 DA0536  HISTORY     - 1980     GOOD             NGS
 DA0536
 DA0536                          STATION DESCRIPTION
 DA0536
 DA0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0536'19.8 MI N FROM AJO.
 DA0536'19.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0536'FROM THE STATION AT AJO, 6 POLES NORTH OF MILEPOLE 24, 0.1 MILE SOUTH
 DA0536'OF THE CROSSING OF A GRAVELED ROAD AND A WOODEN BRIDGE, 300.8 FEET
 DA0536'NORTHWEST OF THE NORTHWEST CORNER OF THE MIDWAY TELEPHONE BOOTH, 101.5
 DA0536'FEET WEST OF THE WEST RAIL, 14 1/2 FEET NORTH OF THE CENTER LINE OF A
 DA0536'ROAD LEADING WEST AND SOUTH TO THE SIDING SIGN, 6 FEET WEST OF A
 DA0536'TELEPHONE POLE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 DA0536'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DA0536'THE GROUND.
 DA0536
 DA0536                          STATION RECOVERY (1980)
 DA0536
 DA0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0536'32.25 KM (20.05 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0536'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.3 KM (0.2 MI)
 DA0536'NORTH OF RAILWAY MILEPOLE 24, 0.2 KM (0.1 MI) SOUTH OF RAILWAY BRIDGE
 DA0536'NUMBER 237, AT THE MIDWAY SIDING, 30.9 METERS (101.5 FT) WEST OF THE
 DA0536'WEST RAIL OF THE TRACKS, 122.5 METERS (402 FT) EAST OF THE CENTERLINE
 DA0536'OF A DIRT ROAD PARALLELING THE TRACKS, 91.7 METERS (300 FT) NORTH
 DA0536'OF THE NORTHWEST CORNER OF A SMALL WOODEN BUILDING, 4.4 METERS (14.5
 DA0536'FT) NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING EAST.
 DA0536'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0536'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0166 ***********************************************************************
 CF0166  DESIGNATION -  R 80
 CF0166  PID         -  CF0166
 CF0166  STATE/COUNTY-  AZ/COCHISE
 CF0166  USGS QUAD   -  DOUGLAS (1978)
 CF0166
 CF0166                         *CURRENT SURVEY CONTROL
 CF0166  ___________________________________________________________________
 CF0166* NAD 83(1986)-  31 21 05.     (N)    109 34 46.     (W)     SCALED    
 CF0166* NAVD 88     -      1199.116  (meters)    3934.10   (feet)  ADJUSTED  
 CF0166  ___________________________________________________________________
 CF0166  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CF0166  DYNAMIC HT  -        1197.240 (meters)    3927.94  (feet)  COMP
 CF0166  MODELED GRAV-     979,035.0   (mgal)                       NAVD 88
 CF0166
 CF0166  VERT ORDER  -  FIRST     CLASS II
 CF0166
 CF0166.The horizontal coordinates were scaled from a topographic map and have
 CF0166.an estimated accuracy of +/- 6 seconds.
 CF0166
 CF0166.The orthometric height was determined by differential leveling
 CF0166.and adjusted in June 1991.
 CF0166
 CF0166.The geoid height was determined by GEOID03.
 CF0166
 CF0166.The dynamic height is computed by dividing the NAVD 88
 CF0166.geopotential number by the normal gravity value computed on the
 CF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0166.degrees latitude (g = 980.6199 gals.).
 CF0166
 CF0166.The modeled gravity was interpolated from observed gravity values.
 CF0166
 CF0166;                    North         East    Units  Estimated Accuracy
 CF0166;SPC AZ E     -    39,100.      269,230.      MT  (+/- 180 meters Scaled)
 CF0166
 CF0166                          SUPERSEDED SURVEY CONTROL
 CF0166
 CF0166  NGVD 29 (??/??/92) 1198.321  (m)         3931.49   (f) ADJ UNCH    1 2
 CF0166
 CF0166.Superseded values are not recommended for survey control.
 CF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0166.See file dsdata.txt to determine how the superseded data were derived.
 CF0166
 CF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV351694(NAD 83)
 CF0166_MARKER: DB = BENCH MARK DISK
 CF0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0166_STAMPING: R 80 1934
 CF0166_PROJECTION: PROJECTING 15 CENTIMETERS
 CF0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0166+STABILITY: SURFACE MOTION
 CF0166
 CF0166  HISTORY     - Date     Condition        Report By
 CF0166  HISTORY     - 1934     MONUMENTED       CGS
 CF0166  HISTORY     - 1958     GOOD             NGS
 CF0166  HISTORY     - 1980     GOOD             NGS
 CF0166
 CF0166                          STATION DESCRIPTION
 CF0166
 CF0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CF0166'1.1 MI W FROM DOUGLAS.
 CF0166'1.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM DOUGLAS, COCHISE COUNTY,
 CF0166'ABOUT 100 YARDS SOUTH OF THE JUNCTION OF U.S. HIGHWAY 666, 95 FEET
 CF0166'NORTHEAST OF A SIGN READING CALUMET 1 MI., 70 FEET NORTH OF THE
 CF0166'CENTERLINE OF THE SOUTHERN PACIFIC CO. RAILROAD MAIN TRACK, AND 20
 CF0166'FEET NORTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED R 80 1934 AND
 CF0166'SET IN THE TOP OF A CONCRETE POST.
 CF0166
 CF0166                          STATION RECOVERY (1980)
 CF0166
 CF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0166'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0166'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, 0.2 KILOMETER
 CF0166'(0.1 MILES) SOUTH OF BENCH MARK W 431, AT THE EXTENDED
 CF0166'CENTERLINE OF HIGHWAY 666, 91.4 METERS (300 FEET) SOUTH OF THE
 CF0166'CENTERLINE OF THE EASTBOUND LANES OF 80, 60.9 METERS (200 FEET)
 CF0166'SOUTH OF THE RIGHT-OF-WAY FENCE, 21.3 METERS (70 FEET) NORTH
 CF0166'OF THE NORTH RAIL.
 CF0166'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CF0166'THE MARK IS 1.2 M BELOW CENTERLINE OF HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0151 ***********************************************************************
 CF0151  DESIGNATION -  R 81
 CF0151  PID         -  CF0151
 CF0151  STATE/COUNTY-  AZ/COCHISE
 CF0151  USGS QUAD   -  DOUGLAS (1978)
 CF0151
 CF0151                         *CURRENT SURVEY CONTROL
 CF0151  ___________________________________________________________________
 CF0151* NAD 83(1986)-  31 22 12.     (N)    109 31 54.     (W)     SCALED    
 CF0151* NAVD 88     -      1235.83   (+/-2cm)    4054.6    (feet)  VERTCON   
 CF0151  ___________________________________________________________________
 CF0151  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CF0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0151
 CF0151.The horizontal coordinates were scaled from a topographic map and have
 CF0151.an estimated accuracy of +/- 6 seconds.
 CF0151
 CF0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0151.The vertical order pertains to the NGVD 29 superseded value.
 CF0151
 CF0151.The geoid height was determined by GEOID03.
 CF0151
 CF0151;                    North         East    Units  Estimated Accuracy
 CF0151;SPC AZ E     -    41,190.      273,760.      MT  (+/- 180 meters Scaled)
 CF0151
 CF0151                          SUPERSEDED SURVEY CONTROL
 CF0151
 CF0151  NGVD 29 (??/??/92) 1235.007  (m)         4051.85   (f) ADJ UNCH    2 0
 CF0151
 CF0151.Superseded values are not recommended for survey control.
 CF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0151.See file dsdata.txt to determine how the superseded data were derived.
 CF0151
 CF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV396715(NAD 83)
 CF0151_MARKER: DB = BENCH MARK DISK
 CF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0151_STAMPING: R 81 1934
 CF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0151+STABILITY: SURFACE MOTION
 CF0151
 CF0151  HISTORY     - Date     Condition        Report By
 CF0151  HISTORY     - 1934     MONUMENTED       CGS
 CF0151
 CF0151                          STATION DESCRIPTION
 CF0151
 CF0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0151'2.0 MI NE FROM DOUGLAS.
 CF0151'2.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0151'STATION AT DOUGLAS, COCHISE COUNTY, 30 FEET WEST OF MILEPOST 1109, 90
 CF0151'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 42 FEET NORTH OF THE
 CF0151'CENTERLINE OF U. S. HIGHWAY 80, 4 FEET SOUTH OF A LINE OF POLES, AND 2
 CF0151'FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED R 81 1934 AND SET
 CF0151'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0230 ***********************************************************************
 ES0230  DESIGNATION -  R 82
 ES0230  PID         -  ES0230
 ES0230  STATE/COUNTY-  AZ/NAVAJO
 ES0230  USGS QUAD   -  HEBER (1990)
 ES0230
 ES0230                         *CURRENT SURVEY CONTROL
 ES0230  ___________________________________________________________________
 ES0230* NAD 83(1986)-  34 23 54.     (N)    110 33 53.     (W)     SCALED    
 ES0230* NAVD 88     -      2017.757  (meters)    6619.92   (feet)  ADJUSTED  
 ES0230  ___________________________________________________________________
 ES0230  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0230  DYNAMIC HT  -        2014.779 (meters)    6610.15  (feet)  COMP
 ES0230  MODELED GRAV-     979,087.0   (mgal)                       NAVD 88
 ES0230
 ES0230  VERT ORDER  -  SECOND    CLASS 0
 ES0230
 ES0230.The horizontal coordinates were scaled from a topographic map and have
 ES0230.an estimated accuracy of +/- 6 seconds.
 ES0230
 ES0230.The orthometric height was determined by differential leveling
 ES0230.and adjusted in June 1991.
 ES0230
 ES0230.The geoid height was determined by GEOID03.
 ES0230
 ES0230.The dynamic height is computed by dividing the NAVD 88
 ES0230.geopotential number by the normal gravity value computed on the
 ES0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0230.degrees latitude (g = 980.6199 gals.).
 ES0230
 ES0230.The modeled gravity was interpolated from observed gravity values.
 ES0230
 ES0230;                    North         East    Units  Estimated Accuracy
 ES0230;SPC AZ E     -   376,910.      176,760.      MT  (+/- 180 meters Scaled)
 ES0230
 ES0230                          SUPERSEDED SURVEY CONTROL
 ES0230
 ES0230  NGVD 29 (??/??/92) 2016.799  (m)         6616.78   (f) ADJ UNCH    2 0
 ES0230
 ES0230.Superseded values are not recommended for survey control.
 ES0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0230.See file dsdata.txt to determine how the superseded data were derived.
 ES0230
 ES0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD400064(NAD 83)
 ES0230_MARKER: DB = BENCH MARK DISK
 ES0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0230_STAMPING: R 82 1935
 ES0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0230+STABILITY: SURFACE MOTION
 ES0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0230+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 ES0230
 ES0230  HISTORY     - Date     Condition        Report By
 ES0230  HISTORY     - 1935     MONUMENTED       CGS
 ES0230  HISTORY     - 1956     GOOD             NGS
 ES0230  HISTORY     - 20051008 GOOD             EVANS
 ES0230
 ES0230                          STATION DESCRIPTION
 ES0230
 ES0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ES0230'3.6 MI E FROM HEBER.
 ES0230'3.6 MILES EAST ALONG THE ARIPINE ROAD FROM THE POST OFFICE AT HEBER,
 ES0230'NAVAJO COUNTY, AT A CLEARANCE SURROUNDED BY PINES, 50 FEET NORTHWEST
 ES0230'OF A TELEPHONE LINE, AND 36 FEET SOUTHWEST OF THE CENTERLINE OF THE
 ES0230'ROAD.  A STANDARD DISK, STAMPED R 82 1935 AND SET IN THE TOP OF A
 ES0230'CONCRETE POST.
 ES0230
 ES0230                          STATION RECOVERY (2005)
 ES0230
 ES0230'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0230'FROM THE JUNCTION OF HWY 260 AND 277 IN HEBER TRAVEL SOUTHEASTERLY ON
 ES0230'HWY 260 TO MILE POST 307.07 AND A ROAD ON THE RIGHT TO TALL PINES
 ES0230'PARK. TRAVEL ON ROAD TO THE RIGHT 0.13 MILES TO A PARKING AREA ON THE
 ES0230'RIGHT. FROM THE PARKING AREA GO SOUTH 200 FT. TO A FENCE LINE AND THE
 ES0230'STATION ON THE SOUTHSIDE OF THE FENCE 60 FT IN A HELIPORT FENCED AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0121 ***********************************************************************
 DA0121  DESIGNATION -  R 83
 DA0121  PID         -  DA0121
 DA0121  STATE/COUNTY-  AZ/MARICOPA
 DA0121  USGS QUAD   -  BIG HORN (1979)
 DA0121
 DA0121                         *CURRENT SURVEY CONTROL
 DA0121  ___________________________________________________________________
 DA0121* NAD 83(1986)-  32 51 32.     (N)    112 23 20.     (W)     SCALED    
 DA0121* NAVD 88     -       528.60   (+/-2cm)    1734.2    (feet)  VERTCON   
 DA0121  ___________________________________________________________________
 DA0121  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0121
 DA0121.The horizontal coordinates were scaled from a topographic map and have
 DA0121.an estimated accuracy of +/- 6 seconds.
 DA0121
 DA0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0121.The vertical order pertains to the NGVD 29 superseded value.
 DA0121
 DA0121.The geoid height was determined by GEOID03.
 DA0121
 DA0121;                    North         East    Units  Estimated Accuracy
 DA0121;SPC AZ C     -   206,200.      169,160.      MT  (+/- 180 meters Scaled)
 DA0121
 DA0121                          SUPERSEDED SURVEY CONTROL
 DA0121
 DA0121  NGVD 29 (??/??/92)  527.937  (m)         1732.07   (f) ADJ UNCH    2 0
 DA0121
 DA0121.Superseded values are not recommended for survey control.
 DA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0121.See file dsdata.txt to determine how the superseded data were derived.
 DA0121
 DA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB700364(NAD 83)
 DA0121_MARKER: DB = BENCH MARK DISK
 DA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0121_STAMPING: R 83 1935
 DA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0121+STABILITY: SURFACE MOTION
 DA0121
 DA0121  HISTORY     - Date     Condition        Report By
 DA0121  HISTORY     - 1935     MONUMENTED       CGS
 DA0121  HISTORY     - 1967     MARK NOT FOUND   DOD
 DA0121
 DA0121                          STATION DESCRIPTION
 DA0121
 DA0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0121'19.8 MI E FROM GILA.
 DA0121'19.8 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 DA0121'PACIFIC CO. RAILROAD STATION AT GILA, MARICOPA COUNTY, 1000 FEET EAST
 DA0121'OF THE BIG HORN SERVICE STATION, AND 60 FEET NORTH OF THE CENTERLINE
 DA0121'OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 83 1935 AND SET IN THE TOP
 DA0121'OF A CONCRETE POST.
 DA0121
 DA0121                          STATION RECOVERY (1967)
 DA0121
 DA0121'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DA0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1254 ***********************************************************************
 CZ1254  DESIGNATION -  R 84
 CZ1254  PID         -  CZ1254
 CZ1254  STATE/COUNTY-  AZ/PINAL
 CZ1254  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1254
 CZ1254                         *CURRENT SURVEY CONTROL
 CZ1254  ___________________________________________________________________
 CZ1254* NAD 83(1986)-  32 33 49.     (N)    111 56 10.     (W)     SCALED    
 CZ1254* NAVD 88     -       476.03   (+/-2cm)    1561.8    (feet)  VERTCON   
 CZ1254  ___________________________________________________________________
 CZ1254  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 CZ1254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1254
 CZ1254.The horizontal coordinates were scaled from a topographic map and have
 CZ1254.an estimated accuracy of +/- 6 seconds.
 CZ1254
 CZ1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1254.The vertical order pertains to the NGVD 29 superseded value.
 CZ1254
 CZ1254.The geoid height was determined by GEOID03.
 CZ1254
 CZ1254;                    North         East    Units  Estimated Accuracy
 CZ1254;SPC AZ C     -   173,360.      211,530.      MT  (+/- 180 meters Scaled)
 CZ1254
 CZ1254                          SUPERSEDED SURVEY CONTROL
 CZ1254
 CZ1254  NGVD 29 (??/??/92)  475.427  (m)         1559.80   (f) ADJ UNCH    2 0
 CZ1254
 CZ1254.Superseded values are not recommended for survey control.
 CZ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1254.See file dsdata.txt to determine how the superseded data were derived.
 CZ1254
 CZ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB121032(NAD 83)
 CZ1254_MARKER: DB = BENCH MARK DISK
 CZ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1254_STAMPING: R 84 1935
 CZ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1254+STABILITY: SURFACE MOTION
 CZ1254
 CZ1254  HISTORY     - Date     Condition        Report By
 CZ1254  HISTORY     - 1935     MONUMENTED       CGS
 CZ1254  HISTORY     - 1952     GOOD             NGS
 CZ1254
 CZ1254                          STATION DESCRIPTION
 CZ1254
 CZ1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1254'4.1 MI N FROM KOMELIH.
 CZ1254'0.6 MILE NORTHEAST ALONG THE CASA GRANDE COVERED WELLS ROAD FROM THE
 CZ1254'WINDMILL AT KOMELIH, THENCE 3.5 MILES NORTH ALONG THE OLD ABANDONED
 CZ1254'RAOD, 0.2 MILE NORTH OF THE INTERSECTION OF THE QUAJOTE ROAD, AT THE
 CZ1254'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 4.0 MILES SOUTH ALONG THE
 CZ1254'OLD CASA GRANDE COVERED WELLS ROAD FROM THE ABANDONED JACKRABBIT MINE,
 CZ1254'57 FEET SOUTHWEST OF THE POINT OF THE JUNCTION, 39 FEET WEST OF THE
 CZ1254'CENTER LINE OF THE MAIN ROAD, 24 FEET NORTHWEST OF THE CENTER LINE OF
 CZ1254'A DIRT ROAD, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 CZ1254'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 CZ1254'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0044 ***********************************************************************
 DA0044  DESIGNATION -  R 85
 DA0044  PID         -  DA0044
 DA0044  STATE/COUNTY-  AZ/PINAL
 DA0044  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0044
 DA0044                         *CURRENT SURVEY CONTROL
 DA0044  ___________________________________________________________________
 DA0044* NAD 83(1986)-  32 40 13.     (N)    112 12 13.     (W)     SCALED    
 DA0044* NAVD 88     -       616.98   (+/-2cm)    2024.2    (feet)  VERTCON   
 DA0044  ___________________________________________________________________
 DA0044  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0044
 DA0044.The horizontal coordinates were scaled from a topographic map and have
 DA0044.an estimated accuracy of +/- 6 seconds.
 DA0044
 DA0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0044.The vertical order pertains to the NGVD 29 superseded value.
 DA0044
 DA0044.The geoid height was determined by GEOID03.
 DA0044
 DA0044;                    North         East    Units  Estimated Accuracy
 DA0044;SPC AZ C     -   185,230.      186,450.      MT  (+/- 180 meters Scaled)
 DA0044
 DA0044                          SUPERSEDED SURVEY CONTROL
 DA0044
 DA0044  NGVD 29 (??/??/92)  616.309  (m)         2022.01   (f) ADJ UNCH    2 0
 DA0044
 DA0044.Superseded values are not recommended for survey control.
 DA0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0044.See file dsdata.txt to determine how the superseded data were derived.
 DA0044
 DA0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB871153(NAD 83)
 DA0044_MARKER: DB = BENCH MARK DISK
 DA0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0044_STAMPING: R 85 1935
 DA0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0044+STABILITY: SURFACE MOTION
 DA0044
 DA0044  HISTORY     - Date     Condition        Report By
 DA0044  HISTORY     - 1935     MONUMENTED       CGS
 DA0044  HISTORY     - 1952     GOOD             NGS
 DA0044
 DA0044                          STATION DESCRIPTION
 DA0044
 DA0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0044'7.4 MI NW FROM BITTER WELL.
 DA0044'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0044'4.2 MILES NORTHWEST ALONG A TRACK ROAD, AT THE PINAL MARICOPA COUNTY
 DA0044'LINE, AT THE WEST BOUNDARY FENCE OF THE PAPAGO INDIAN RESERVATION, AT
 DA0044'A GATE, 63 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GATE, 1.6 FEET
 DA0044'EAST OF THE FENCE, 1.7 FEET NORTH OF A WITNESS POST, AND SET IN THE
 DA0044'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 DA0044'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0058 ***********************************************************************
 DA0058  DESIGNATION -  R 86
 DA0058  PID         -  DA0058
 DA0058  STATE/COUNTY-  AZ/MARICOPA
 DA0058  USGS QUAD   -  JOHNSON WELL (1986)
 DA0058
 DA0058                         *CURRENT SURVEY CONTROL
 DA0058  ___________________________________________________________________
 DA0058* NAD 83(1986)-  32 42 43.     (N)    112 21 25.     (W)     SCALED    
 DA0058* NAVD 88     -       755.05   (+/-2cm)    2477.2    (feet)  VERTCON   
 DA0058  ___________________________________________________________________
 DA0058  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0058
 DA0058.The horizontal coordinates were scaled from a topographic map and have
 DA0058.an estimated accuracy of +/- 6 seconds.
 DA0058
 DA0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0058.The vertical order pertains to the NGVD 29 superseded value.
 DA0058
 DA0058.The geoid height was determined by GEOID03.
 DA0058
 DA0058;                    North         East    Units  Estimated Accuracy
 DA0058;SPC AZ C     -   189,900.      172,090.      MT  (+/- 180 meters Scaled)
 DA0058
 DA0058                          SUPERSEDED SURVEY CONTROL
 DA0058
 DA0058  NGVD 29 (??/??/92)  754.336  (m)         2474.85   (f) ADJ UNCH    2 0
 DA0058
 DA0058.Superseded values are not recommended for survey control.
 DA0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0058.See file dsdata.txt to determine how the superseded data were derived.
 DA0058
 DA0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB728201(NAD 83)
 DA0058_MARKER: DB = BENCH MARK DISK
 DA0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0058_STAMPING: R 86 1935 2475
 DA0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0058+STABILITY: SURFACE MOTION
 DA0058
 DA0058  HISTORY     - Date     Condition        Report By
 DA0058  HISTORY     - 1935     MONUMENTED       CGS
 DA0058  HISTORY     - 1952     GOOD             NGS
 DA0058  HISTORY     - 20090206 MARK NOT FOUND   GEOCAC
 DA0058
 DA0058                          STATION DESCRIPTION
 DA0058
 DA0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0058'IN STOUTS WELL.
 DA0058'AT STOUTS WELL, IN THE RANCH YARD, 165 FEET SOUTHEAST OF THE WELL, 138
 DA0058'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RANCH HOUSE, 123.0 FEET
 DA0058'WEST OF THE NORTH END OF THE ACCESS GATE TO THE HOUSE, 23.5 FEET SOUTH
 DA0058'OF A FENCE, 13 1/2 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 1.1
 DA0058'FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0058'POST ABOUT FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0058
 DA0058                          STATION RECOVERY (2009)
 DA0058
 DA0058'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0058'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND THE WELL AND
 DA0058'FOUNDATIONS FOR BUILDINGS, BUT DID NOT FIND THE WITNESS POST OR MARK.
 DA0058'THERE IS A MOUND OF DIRT AND VEGETATION IN THE GENERAL LOCATION WHERE
 DA0058'THE MARK SHOULD BE LOCATED AND THE MARK MAY BE BURIED OR HIDDEN BY THE
 DA0058'VEGETATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0397 ***********************************************************************
 CZ0397  DESIGNATION -  R 89
 CZ0397  PID         -  CZ0397
 CZ0397  STATE/COUNTY-  AZ/PINAL
 CZ0397  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0397
 CZ0397                         *CURRENT SURVEY CONTROL
 CZ0397  ___________________________________________________________________
 CZ0397* NAD 83(1986)-  32 33 10.     (N)    111 23 04.     (W)     SCALED    
 CZ0397* NAVD 88     -       554.16   (+/-2cm)    1818.1    (feet)  VERTCON   
 CZ0397  ___________________________________________________________________
 CZ0397  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0397
 CZ0397.The horizontal coordinates were scaled from a topographic map and have
 CZ0397.an estimated accuracy of +/- 6 seconds.
 CZ0397
 CZ0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0397.The vertical order pertains to the NGVD 29 superseded value.
 CZ0397
 CZ0397.The geoid height was determined by GEOID03.
 CZ0397
 CZ0397;                    North         East    Units  Estimated Accuracy
 CZ0397;SPC AZ C     -   172,280.      263,340.      MT  (+/- 180 meters Scaled)
 CZ0397
 CZ0397                          SUPERSEDED SURVEY CONTROL
 CZ0397
 CZ0397  NGVD 29 (??/??/92)  553.719  (m)         1816.66   (f) ADJ UNCH    2 0
 CZ0397
 CZ0397.Superseded values are not recommended for survey control.
 CZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0397.See file dsdata.txt to determine how the superseded data were derived.
 CZ0397
 CZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB639017(NAD 83)
 CZ0397_MARKER: DB = BENCH MARK DISK
 CZ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0397_STAMPING: R 89 1935
 CZ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0397+STABILITY: SURFACE MOTION
 CZ0397
 CZ0397  HISTORY     - Date     Condition        Report By
 CZ0397  HISTORY     - 1935     MONUMENTED       CGS
 CZ0397  HISTORY     - 1951     GOOD             NGS
 CZ0397  HISTORY     - 1977     GOOD             USGS
 CZ0397
 CZ0397                          STATION DESCRIPTION
 CZ0397
 CZ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0397'4 MI W FROM RED RODK.
 CZ0397'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0397'RAILROAD STATION AT RED ROCK, THENCE 3.8 MILES WEST ALONG A GRADED
 CZ0397'ROAD, 0.2 MILE EAST OF A JOG IN THE ROAD, AT A POINT WHERE A
 CZ0397'NORTHWEST-SOUTHEAST HIGH TENSION LINE CROSSES THE ROAD, AND AT A Y
 CZ0397'JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 145.6 FEET NORTHEAST ACROSS
 CZ0397'OF A T IN A FENCE LINE, 122 FEET EAST OF A Y JUNCTION, 31 FEET NORTH
 CZ0397'OF THE CENTER LINE OF THE ROAD, AND 2.5 FEET SOUTH OF THE WITNESS
 CZ0397'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0397'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0397
 CZ0397                          STATION RECOVERY (1977)
 CZ0397
 CZ0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0397'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0397'STATION AT RED ROCK, THENCE 3.8 MI SW. ALONG SASCO RD., AT POINT
 CZ0397'WHERE NW.-SE. HIGH TENSION LINE CROSSES ROAD, 52 FT NE. OF Y-RD. JCT.
 CZ0397'NW, 30 FT. N. OF CENTERLINE OF RD., 2.5 FT S. OF WITNESS POST, ABOUT
 CZ0397'LEVEL WITH RD. IN CONCRETE POST PROJECTING 0.5 FT. NGS DISK STAMPED R
 CZ0397'89 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0540 ***********************************************************************
 DA0540  DESIGNATION -  R 9
 DA0540  PID         -  DA0540
 DA0540  STATE/COUNTY-  AZ/MARICOPA
 DA0540  USGS QUAD   -  DEADMAN GAP (1986)
 DA0540
 DA0540                         *CURRENT SURVEY CONTROL
 DA0540  ___________________________________________________________________
 DA0540* NAD 83(1986)-  32 35 06.     (N)    112 51 03.     (W)     SCALED    
 DA0540* NAVD 88     -       368.315  (meters)    1208.38   (feet)  ADJUSTED  
 DA0540  ___________________________________________________________________
 DA0540  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0540  DYNAMIC HT  -         367.863 (meters)    1206.90  (feet)  COMP
 DA0540  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 DA0540
 DA0540  VERT ORDER  -  FIRST     CLASS II
 DA0540
 DA0540.The horizontal coordinates were scaled from a topographic map and have
 DA0540.an estimated accuracy of +/- 6 seconds.
 DA0540
 DA0540.The orthometric height was determined by differential leveling
 DA0540.and adjusted in June 1991.
 DA0540
 DA0540.The geoid height was determined by GEOID03.
 DA0540
 DA0540.The dynamic height is computed by dividing the NAVD 88
 DA0540.geopotential number by the normal gravity value computed on the
 DA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0540.degrees latitude (g = 980.6199 gals.).
 DA0540
 DA0540.The modeled gravity was interpolated from observed gravity values.
 DA0540
 DA0540;                    North         East    Units  Estimated Accuracy
 DA0540;SPC AZ C     -   176,120.      125,660.      MT  (+/- 180 meters Scaled)
 DA0540
 DA0540                          SUPERSEDED SURVEY CONTROL
 DA0540
 DA0540  NGVD 29 (??/??/92)  367.673  (m)         1206.27   (f) ADJ UNCH    1 2
 DA0540
 DA0540.Superseded values are not recommended for survey control.
 DA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0540.See file dsdata.txt to determine how the superseded data were derived.
 DA0540
 DA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB262067(NAD 83)
 DA0540_MARKER: DD = SURVEY DISK
 DA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0540_STAMPING: R 9 1930
 DA0540_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0540+STABILITY: SURFACE MOTION
 DA0540
 DA0540  HISTORY     - Date     Condition        Report By
 DA0540  HISTORY     - 1930     MONUMENTED       USGS
 DA0540  HISTORY     - 1953     GOOD             NGS
 DA0540  HISTORY     - 1980     GOOD             NGS
 DA0540
 DA0540                          STATION DESCRIPTION
 DA0540
 DA0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0540'16.6 MI N FROM AJO.
 DA0540'16.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0540'FROM THE STATION AT AJO, 0.3 MILE NORTH OF THE T JUNCTION OF AN
 DA0540'ABANDONED HIGHWAY AND A GRAVELED ROAD LEADING WEST TO STATE HIGHWAY
 DA0540'85, 11 FEET EAST OF MILEPOLE 27, 108 1/2 FEET EAST OF THE CENTER LINE
 DA0540'OF THE ABANDONED HIGHWAY, 84.5 FEET WEST OF THE WEST RAIL, 1.8 FEET
 DA0540'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND
 DA0540'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 DA0540'GROUND.
 DA0540
 DA0540                          STATION RECOVERY (1980)
 DA0540
 DA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0540'27.0 KM (16.75 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0540'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 0.5 KM (0.3 MI)
 DA0540'NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST TO STATE HIGHWAY
 DA0540'85, AT RAILWAY MILEPOLE 27, 25.8 METERS (84.5 FT) WEST OF THE WEST
 DA0540'RAIL OF THE TRACKS, 30.8 METERS (101 FT) EAST OF THE CENTERLINE OF A
 DA0540'DIRT ROAD PARALLELING THE TRACKS, 3.4 METERS (11.0 FT) EAST OF THE
 DA0540'MILEPOLE.
 DA0540'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DA0540'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1050 ***********************************************************************
 DV1050  DESIGNATION -  R 9
 DV1050  PID         -  DV1050
 DV1050  STATE/COUNTY-  AZ/YUMA
 DV1050  USGS QUAD   -  HYDER SE (1982)
 DV1050
 DV1050                         *CURRENT SURVEY CONTROL
 DV1050  ___________________________________________________________________
 DV1050* NAD 83(1986)-  33 00 56.     (N)    113 21 04.     (W)     SCALED    
 DV1050* NAVD 88     -       163.97   (+/-2cm)     538.0    (feet)  VERTCON   
 DV1050  ___________________________________________________________________
 DV1050  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DV1050  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1050
 DV1050.The horizontal coordinates were scaled from a topographic map and have
 DV1050.an estimated accuracy of +/- 6 seconds.
 DV1050
 DV1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1050.The vertical order pertains to the NGVD 29 superseded value.
 DV1050
 DV1050.The geoid height was determined by GEOID03.
 DV1050
 DV1050;                    North         East    Units  Estimated Accuracy
 DV1050;SPC AZ W     -   223,560.      250,630.      MT  (+/- 180 meters Scaled)
 DV1050
 DV1050                          SUPERSEDED SURVEY CONTROL
 DV1050
 DV1050  NGVD 29 (??/??/92)  163.377  (m)          536.01   (f) ADJ UNCH    1 2
 DV1050
 DV1050.Superseded values are not recommended for survey control.
 DV1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1050.See file dsdata.txt to determine how the superseded data were derived.
 DV1050
 DV1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB803554(NAD 83)
 DV1050_MARKER: DB = BENCH MARK DISK
 DV1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1050_STAMPING: 536.013 R 9 1927
 DV1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1050+STABILITY: SURFACE MOTION
 DV1050
 DV1050  HISTORY     - Date     Condition        Report By
 DV1050  HISTORY     - 1927     MONUMENTED       CGS
 DV1050
 DV1050                          STATION DESCRIPTION
 DV1050
 DV1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1050'IN AGUA.
 DV1050'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 150 FEET SOUTH OF THE
 DV1050'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1050'LINE.  775 FEET EAST OF STATION.  65 FEET EAST OF THE SOUTHEAST CORNER
 DV1050'OF THE BOARD FENCE THAT SURROUNDS THE SECTION HOUSES.  16 TELEPHONE
 DV1050'POLES WEST OF MILEPOST 823.  7-1/3 TELEPHONE POLES WEST OF WATER TANK.
 DV1050'MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 3 1/2 FT. BELOW THE TRACK
 DV1050'LEVEL.  MARK IS ON THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0198 ***********************************************************************
 DA0198  DESIGNATION -  R 90
 DA0198  PID         -  DA0198
 DA0198  STATE/COUNTY-  AZ/PINAL
 DA0198  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0198
 DA0198                         *CURRENT SURVEY CONTROL
 DA0198  ___________________________________________________________________
 DA0198* NAD 83(1986)-  32 36 51.     (N)    112 10 15.     (W)     SCALED    
 DA0198* NAVD 88     -       634.52   (+/-2cm)    2081.8    (feet)  VERTCON   
 DA0198  ___________________________________________________________________
 DA0198  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0198
 DA0198.The horizontal coordinates were scaled from a topographic map and have
 DA0198.an estimated accuracy of +/- 6 seconds.
 DA0198
 DA0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0198.The vertical order pertains to the NGVD 29 superseded value.
 DA0198
 DA0198.The geoid height was determined by GEOID03.
 DA0198
 DA0198;                    North         East    Units  Estimated Accuracy
 DA0198;SPC AZ C     -   179,000.      189,510.      MT  (+/- 180 meters Scaled)
 DA0198
 DA0198                          SUPERSEDED SURVEY CONTROL
 DA0198
 DA0198  NGVD 29 (??/??/92)  633.840  (m)         2079.52   (f) ADJ UNCH    2 0
 DA0198
 DA0198.Superseded values are not recommended for survey control.
 DA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0198.See file dsdata.txt to determine how the superseded data were derived.
 DA0198
 DA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB901091(NAD 83)
 DA0198_MARKER: DB = BENCH MARK DISK
 DA0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0198_STAMPING: R 90 1935
 DA0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0198+STABILITY: SURFACE MOTION
 DA0198
 DA0198  HISTORY     - Date     Condition        Report By
 DA0198  HISTORY     - 1935     MONUMENTED       CGS
 DA0198  HISTORY     - 1952     GOOD             NGS
 DA0198
 DA0198                          STATION DESCRIPTION
 DA0198
 DA0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0198'4.0 MI W FROM BITTERWELL.
 DA0198'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTERWELL, THENCE
 DA0198'0.8 MILE SOUTH ALONG A TRACK ROAD, ABOUT 70 YARDS NORTHEAST OF THE
 DA0198'CROSSING OF A LARGE GRAVEL WASH WITH PALO VERDE TREES ON EITHER SIDE,
 DA0198'95.8 FEET NORTH OF R 90 R.M. (USGS), 14 FEET WEST OF THE CENTER LINE
 DA0198'OF AND ABOUT LEVEL WITH THE ROAD, 2.5 FEET NORTHEAST OF A WITNESS
 DA0198'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0198'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0199 ***********************************************************************
 DA0199  DESIGNATION -  R 90 RM
 DA0199  PID         -  DA0199
 DA0199  STATE/COUNTY-  AZ/PINAL
 DA0199  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0199
 DA0199                         *CURRENT SURVEY CONTROL
 DA0199  ___________________________________________________________________
 DA0199* NAD 83(1986)-  32 36 50.     (N)    112 10 15.     (W)     SCALED    
 DA0199* NAVD 88     -       635.06   (+/-2cm)    2083.5    (feet)  VERTCON   
 DA0199  ___________________________________________________________________
 DA0199  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0199
 DA0199.The horizontal coordinates were scaled from a topographic map and have
 DA0199.an estimated accuracy of +/- 6 seconds.
 DA0199
 DA0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0199.The vertical order pertains to the NGVD 29 superseded value.
 DA0199
 DA0199.The geoid height was determined by GEOID03.
 DA0199
 DA0199;                    North         East    Units  Estimated Accuracy
 DA0199;SPC AZ C     -   178,960.      189,510.      MT  (+/- 180 meters Scaled)
 DA0199
 DA0199                          SUPERSEDED SURVEY CONTROL
 DA0199
 DA0199  NGVD 29 (??/??/92)  634.382  (m)         2081.30   (f) ADJ UNCH    2 0
 DA0199
 DA0199.Superseded values are not recommended for survey control.
 DA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0199.See file dsdata.txt to determine how the superseded data were derived.
 DA0199
 DA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB901090(NAD 83)
 DA0199_MARKER: B = BOLT
 DA0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0199+STABILITY: SURFACE MOTION
 DA0199
 DA0199  HISTORY     - Date     Condition        Report By
 DA0199  HISTORY     - UNK      MONUMENTED       USGS
 DA0199  HISTORY     - 1952     GOOD             NGS
 DA0199
 DA0199                          STATION DESCRIPTION
 DA0199
 DA0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0199'4.0 MI W FROM BITTERWELL.
 DA0199'SAME DESCRIPTION TO REACH AS B.M. R 90, 98 FEET NORTHEAST OF THE
 DA0199'CENTER OF THE WASH CROSSING, 95.8 FEET SOUTH OF R 90, 19 FEET EAST OF
 DA0199'THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DA0199'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0172 ***********************************************************************
 DA0172  DESIGNATION -  R 91
 DA0172  PID         -  DA0172
 DA0172  STATE/COUNTY-  AZ/PINAL
 DA0172  USGS QUAD   -  KOHATK (1981)
 DA0172
 DA0172                         *CURRENT SURVEY CONTROL
 DA0172  ___________________________________________________________________
 DA0172* NAD 83(1986)-  32 32 39.     (N)    112 01 35.     (W)     SCALED    
 DA0172* NAVD 88     -       519.30   (+/-2cm)    1703.7    (feet)  VERTCON   
 DA0172  ___________________________________________________________________
 DA0172  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0172
 DA0172.The horizontal coordinates were scaled from a topographic map and have
 DA0172.an estimated accuracy of +/- 6 seconds.
 DA0172
 DA0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0172.The vertical order pertains to the NGVD 29 superseded value.
 DA0172
 DA0172.The geoid height was determined by GEOID03.
 DA0172
 DA0172;                    North         East    Units  Estimated Accuracy
 DA0172;SPC AZ C     -   171,210.      203,060.      MT  (+/- 180 meters Scaled)
 DA0172
 DA0172                          SUPERSEDED SURVEY CONTROL
 DA0172
 DA0172  NGVD 29 (??/??/92)  518.680  (m)         1701.70   (f) ADJ UNCH    2 0
 DA0172
 DA0172.Superseded values are not recommended for survey control.
 DA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0172.See file dsdata.txt to determine how the superseded data were derived.
 DA0172
 DA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB036012(NAD 83)
 DA0172_MARKER: DB = BENCH MARK DISK
 DA0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0172_STAMPING: R 91 1935
 DA0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0172+STABILITY: SURFACE MOTION
 DA0172
 DA0172  HISTORY     - Date     Condition        Report By
 DA0172  HISTORY     - 1935     MONUMENTED       CGS
 DA0172  HISTORY     - 1952     GOOD             NGS
 DA0172
 DA0172                          STATION DESCRIPTION
 DA0172
 DA0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0172'3.5 MI S FROM QUAJOTE.
 DA0172'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0172'VILLAGE OF QUAJOTE, THENCE 0.9 MILE SOUTHWEST ALONG A GRADED ROAD, 145
 DA0172'YARDS SOUTHWEST OF THE CROSSING OF A WASH, 236 FEET SOUTHEAST OF THE
 DA0172'CENTER LINE OF THE ROAD, 180 FEET SOUTHEAST OF A DRAINAGE DITCH, 1.7
 DA0172'FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0172'POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0172'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0173 ***********************************************************************
 DA0173  DESIGNATION -  R 91 RM
 DA0173  PID         -  DA0173
 DA0173  STATE/COUNTY-  AZ/PINAL
 DA0173  USGS QUAD   -  KOHATK (1981)
 DA0173
 DA0173                         *CURRENT SURVEY CONTROL
 DA0173  ___________________________________________________________________
 DA0173* NAD 83(1986)-  32 32 40.     (N)    112 01 50.     (W)     SCALED    
 DA0173* NAVD 88     -       522.38   (+/-2cm)    1713.8    (feet)  VERTCON   
 DA0173  ___________________________________________________________________
 DA0173  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DA0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0173
 DA0173.The horizontal coordinates were scaled from a topographic map and have
 DA0173.an estimated accuracy of +/- 6 seconds.
 DA0173
 DA0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0173.The vertical order pertains to the NGVD 29 superseded value.
 DA0173
 DA0173.The geoid height was determined by GEOID03.
 DA0173
 DA0173;                    North         East    Units  Estimated Accuracy
 DA0173;SPC AZ C     -   171,240.      202,660.      MT  (+/- 180 meters Scaled)
 DA0173
 DA0173                          SUPERSEDED SURVEY CONTROL
 DA0173
 DA0173  NGVD 29 (??/??/92)  521.755  (m)         1711.79   (f) ADJ UNCH    2 0
 DA0173
 DA0173.Superseded values are not recommended for survey control.
 DA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0173.See file dsdata.txt to determine how the superseded data were derived.
 DA0173
 DA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB032012(NAD 83)
 DA0173_MARKER: B = BOLT
 DA0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0173+STABILITY: SURFACE MOTION
 DA0173
 DA0173  HISTORY     - Date     Condition        Report By
 DA0173  HISTORY     - UNK      MONUMENTED       USGS
 DA0173  HISTORY     - 1952     GOOD             NGS
 DA0173
 DA0173                          STATION DESCRIPTION
 DA0173
 DA0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0173'3.7 MI S FROM QUAJOTE.
 DA0173'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0173'VILLAGE OF QUAJOTE, THENCE 1.1 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0173'0.2 MILE SOUTHWEST OF B.M. R91, ON THE TOP OF A RIDGE, ON THE OUTSIDE
 DA0173'OF A WIDE CURVE, 62.7 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DA0173'4.2 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0173'POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0173'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1285 ***********************************************************************
 CZ1285  DESIGNATION -  R 92
 CZ1285  PID         -  CZ1285
 CZ1285  STATE/COUNTY-  AZ/PINAL
 CZ1285  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1285
 CZ1285                         *CURRENT SURVEY CONTROL
 CZ1285  ___________________________________________________________________
 CZ1285* NAD 83(1986)-  32 31 26.     (N)    111 43 56.     (W)     SCALED    
 CZ1285* NAVD 88     -       501.51   (+/-2cm)    1645.4    (feet)  VERTCON   
 CZ1285  ___________________________________________________________________
 CZ1285  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ1285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1285
 CZ1285.The horizontal coordinates were scaled from a topographic map and have
 CZ1285.an estimated accuracy of +/- 6 seconds.
 CZ1285
 CZ1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1285.The vertical order pertains to the NGVD 29 superseded value.
 CZ1285
 CZ1285.The geoid height was determined by GEOID03.
 CZ1285
 CZ1285;                    North         East    Units  Estimated Accuracy
 CZ1285;SPC AZ C     -   168,970.      230,690.      MT  (+/- 180 meters Scaled)
 CZ1285
 CZ1285                          SUPERSEDED SURVEY CONTROL
 CZ1285
 CZ1285  NGVD 29 (??/??/92)  500.964  (m)         1643.58   (f) ADJ UNCH    2 0
 CZ1285
 CZ1285.Superseded values are not recommended for survey control.
 CZ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1285.See file dsdata.txt to determine how the superseded data were derived.
 CZ1285
 CZ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA312987(NAD 83)
 CZ1285_MARKER: DB = BENCH MARK DISK
 CZ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1285_STAMPING: R 92 1935
 CZ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1285+STABILITY: SURFACE MOTION
 CZ1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1285+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 CZ1285
 CZ1285  HISTORY     - Date     Condition        Report By
 CZ1285  HISTORY     - 1935     MONUMENTED       CGS
 CZ1285  HISTORY     - 1952     GOOD             NGS
 CZ1285  HISTORY     - 1977     GOOD             USGS
 CZ1285  HISTORY     - 20060325 GOOD             GEOCAC
 CZ1285
 CZ1285                          STATION DESCRIPTION
 CZ1285
 CZ1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1285'24.0 MI SW FROM TOLTEC.
 CZ1285'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1285'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1285'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1285'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1285'THENCE 4.2 MILES SOUTHWEST ALONG A DIRT ROAD, 1.1 MILES SOUTHWEST OF A
 CZ1285'Y JUNCTION WITH A DIRT ROAD LEADING SOUTH TO THE ACME CATTLE COMPANY,
 CZ1285'18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST
 CZ1285'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1285'0.7 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1285
 CZ1285                          STATION RECOVERY (1977)
 CZ1285
 CZ1285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1285'TOLTEC, 0.2 MI SE. OF, ALONG STATE HWY. 84 FROM THE SPRR STATION AT
 CZ1285'TOLTEC, THENCE 10.0 MI S. ALONG THE TOLTEC HWY., THENCE 3.0 MI W.
 CZ1285'ALONG PRETZER RD., THENCE 5.6 MI S. ALONG A GRADED RD. THENCE 1.0 MI
 CZ1285'W. ALONG A GRADED RD., THENCE 1.0 MI S. ALONG A TRACK RD., THENCE
 CZ1285'3.05 MI SW ALONG A TRACK RD., 0.1 MI SW OF THE CROSSING OF A STEEL
 CZ1285'TRANSMISSION LINE, 32 FT SE. OF THE CENTERLINE OF THE RD. AND ABOUT
 CZ1285'1.5 FT HIGHER THAN THE RD. BED. USC AND GS BRASS DISK SET IN THE TOP
 CZ1285'OF A CONCRETE POST THAT PROJECTS UP 1.0 FT STAMPED R 92 1935.
 CZ1285
 CZ1285                          STATION RECOVERY (2006)
 CZ1285
 CZ1285'RECOVERY NOTE BY GEOCACHING 2006 (RHT)
 CZ1285'RECOVERED AS FOLLOWS- FROM THE INTERSECTION OF I-10 AND SUNLAND GIN
 CZ1285'RD, HEAD SOUTH FOR 16.7 MILES ON SUNLAND GIN RD. THE ROAD TURNS RIGHT
 CZ1285'AND BECOMES ARIES DR. CONTINUE WEST FOR 3 MILES. TURN LEFT ON TO
 CZ1285'SAGGITARIUS DR. (THERE IS A SIGN FOR SILVERBELL ESTATES) AND HEAD
 CZ1285'SOUTH ON SAGGITARIUS DR. FOR 2.46 MILES, AT WHICH POINT THE ROAD,
 CZ1285'WHICH HAS TURNED TO DIRT ABUT 2/3 THE THROUGH SILVERBELL ESTATES,
 CZ1285'VEERS SOUTHWEST.
 CZ1285'FOLLOW THE ROAD FOR .57 MILES TO THE STAION ON THE LEFT (SOUTH).
 CZ1285'IT IS SET AS DESCRIBED ABOUT 25' SOUTH OF THE CENTERLINE OF THE ROAD.
 CZ1285'THE LISTED COORDINATES ARE ABOUT 200' OFF. STATION WAS RECOVERED AT N
 CZ1285'32  31.439 W 111  43.970 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0688 ***********************************************************************
 CZ0688  DESIGNATION -  R 93
 CZ0688  PID         -  CZ0688
 CZ0688  STATE/COUNTY-  AZ/PIMA
 CZ0688  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0688
 CZ0688                         *CURRENT SURVEY CONTROL
 CZ0688  ___________________________________________________________________
 CZ0688* NAD 83(1986)-  32 20 21.     (N)    111 30 52.     (W)     SCALED    
 CZ0688* NAVD 88     -       739.80   (+/-2cm)    2427.2    (feet)  VERTCON   
 CZ0688  ___________________________________________________________________
 CZ0688  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ0688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0688
 CZ0688.The horizontal coordinates were scaled from a topographic map and have
 CZ0688.an estimated accuracy of +/- 6 seconds.
 CZ0688
 CZ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0688.The vertical order pertains to the NGVD 29 superseded value.
 CZ0688
 CZ0688.The geoid height was determined by GEOID03.
 CZ0688
 CZ0688;                    North         East    Units  Estimated Accuracy
 CZ0688;SPC AZ C     -   148,540.      251,220.      MT  (+/- 180 meters Scaled)
 CZ0688
 CZ0688                          SUPERSEDED SURVEY CONTROL
 CZ0688
 CZ0688  NGVD 29 (??/??/92)  739.200  (m)         2425.19   (f) ADJ UNCH    2 0
 CZ0688
 CZ0688.Superseded values are not recommended for survey control.
 CZ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0688.See file dsdata.txt to determine how the superseded data were derived.
 CZ0688
 CZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA515781(NAD 83)
 CZ0688_MARKER: DB = BENCH MARK DISK
 CZ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0688_STAMPING: R 93 1935
 CZ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0688+STABILITY: SURFACE MOTION
 CZ0688
 CZ0688  HISTORY     - Date     Condition        Report By
 CZ0688  HISTORY     - 1935     MONUMENTED       CGS
 CZ0688  HISTORY     - 1951     GOOD             NGS
 CZ0688
 CZ0688                          STATION DESCRIPTION
 CZ0688
 CZ0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0688'9.0 MI SE FROM SILVER BELL.
 CZ0688'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0688'THENCE 8.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, ON THE SOUTHEAST ROCKY
 CZ0688'SLOPE OF A HILL SIDE, ON THE DOWN GRADE GOING SOUTHEAST, 0.2 MILE
 CZ0688'NORTHWEST OF A WIDE SANDY WASH, 14 1/2 FEET NORTHEAST OF THE CENTER
 CZ0688'LINE OF THE ROAD, 1.6 FEET SOUTH OF A WITNESS POST, AND SET IN A
 CZ0688'CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0623 ***********************************************************************
 FR0623  DESIGNATION -  R 95
 FR0623  PID         -  FR0623
 FR0623  STATE/COUNTY-  AZ/MOHAVE
 FR0623  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0623
 FR0623                         *CURRENT SURVEY CONTROL
 FR0623  ___________________________________________________________________
 FR0623* NAD 83(1986)-  35 44 35.     (N)    113 50 15.     (W)     SCALED    
 FR0623* NAVD 88     -      1573.680  (meters)    5162.98   (feet)  POSTED    
 FR0623  ___________________________________________________________________
 FR0623  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FR0623  DYNAMIC HT  -        1571.780 (meters)    5156.75  (feet)  COMP
 FR0623  MODELED GRAV-     979,367.0   (mgal)                       NAVD 88
 FR0623
 FR0623  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0623
 FR0623.The horizontal coordinates were scaled from a topographic map and have
 FR0623.an estimated accuracy of +/- 6 seconds.
 FR0623
 FR0623.The orthometric height was determined by differential leveling
 FR0623.and adjusted by the  in 1992.
 FR0623.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0623.rate of 0.0 thru 1.0 mm/km.
 FR0623
 FR0623.The geoid height was determined by GEOID03.
 FR0623
 FR0623.The dynamic height is computed by dividing the NAVD 88
 FR0623.geopotential number by the normal gravity value computed on the
 FR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0623.degrees latitude (g = 980.6199 gals.).
 FR0623
 FR0623.The modeled gravity was interpolated from observed gravity values.
 FR0623
 FR0623;                    North         East    Units  Estimated Accuracy
 FR0623;SPC AZ W     -   526,030.      205,450.      MT  (+/- 180 meters Scaled)
 FR0623
 FR0623                          SUPERSEDED SURVEY CONTROL
 FR0623
 FR0623  NGVD 29 (??/??/92) 1572.833  (m)         5160.20   (f) ADJ UNCH    2 0
 FR0623
 FR0623.Superseded values are not recommended for survey control.
 FR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0623.See file dsdata.txt to determine how the superseded data were derived.
 FR0623
 FR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE434591(NAD 83)
 FR0623_MARKER: DB = BENCH MARK DISK
 FR0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0623_STAMPING: R 95 1935
 FR0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0623+STABILITY: SURFACE MOTION
 FR0623
 FR0623  HISTORY     - Date     Condition        Report By
 FR0623  HISTORY     - 1935     MONUMENTED       CGS
 FR0623  HISTORY     - 1968     GOOD             USGS
 FR0623
 FR0623                          STATION DESCRIPTION
 FR0623
 FR0623'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0623'38.1 MI NW FROM PEACH SPRINGS.
 FR0623'31.3 MILES NORTHWEST ALONG ROAD FROM PEACH SPRINGS TO Y RD. WEST,
 FR0623'LEADING TO BLACK CANYON TANK, TURN LEFT AND CONT.  FOR 1.5 MILES TO
 FR0623'DIM ROAD NORTH, TURN RIGHT AND CONT FOR 1.8 MILES, ABOUT 120 FT. SOUTH
 FR0623'OF WASH CROSSING, 16 FT. WEST OF CENTER LINE ROAD, IN TOP OF CONCRETE
 FR0623'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0402 ***********************************************************************
 FR0402  DESIGNATION -  R 96
 FR0402  PID         -  FR0402
 FR0402  STATE/COUNTY-  AZ/MOHAVE
 FR0402  USGS QUAD   -  NELSON (1967)
 FR0402
 FR0402                         *CURRENT SURVEY CONTROL
 FR0402  ___________________________________________________________________
 FR0402* NAD 83(1986)-  35 33 06.     (N)    113 22 26.     (W)     SCALED    
 FR0402* NAVD 88     -      1611.249  (meters)    5286.24   (feet)  ADJUSTED  
 FR0402  ___________________________________________________________________
 FR0402  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FR0402  DYNAMIC HT  -        1609.189 (meters)    5279.48  (feet)  COMP
 FR0402  MODELED GRAV-     979,297.8   (mgal)                       NAVD 88
 FR0402
 FR0402  VERT ORDER  -  FIRST     CLASS II
 FR0402
 FR0402.The horizontal coordinates were scaled from a topographic map and have
 FR0402.an estimated accuracy of +/- 6 seconds.
 FR0402
 FR0402.The orthometric height was determined by differential leveling
 FR0402.and adjusted in June 1991.
 FR0402
 FR0402.The geoid height was determined by GEOID03.
 FR0402
 FR0402.The dynamic height is computed by dividing the NAVD 88
 FR0402.geopotential number by the normal gravity value computed on the
 FR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0402.degrees latitude (g = 980.6199 gals.).
 FR0402
 FR0402.The modeled gravity was interpolated from observed gravity values.
 FR0402
 FR0402;                    North         East    Units  Estimated Accuracy
 FR0402;SPC AZ W     -   504,860.      247,460.      MT  (+/- 180 meters Scaled)
 FR0402
 FR0402                          SUPERSEDED SURVEY CONTROL
 FR0402
 FR0402  NGVD 29 (??/??/92) 1610.284  (m)         5283.07   (f) ADJ UNCH    1 2
 FR0402
 FR0402.Superseded values are not recommended for survey control.
 FR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0402.See file dsdata.txt to determine how the superseded data were derived.
 FR0402
 FR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE848368(NAD 83)
 FR0402_MARKER: DB = BENCH MARK DISK
 FR0402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0402_STAMPING: R 96 1935
 FR0402_MARK LOGO: CGS   
 FR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0402+STABILITY: SURFACE MOTION
 FR0402
 FR0402  HISTORY     - Date     Condition        Report By
 FR0402  HISTORY     - 1935     MONUMENTED       CGS
 FR0402  HISTORY     - 1982     GOOD             NGS
 FR0402
 FR0402                          STATION DESCRIPTION
 FR0402
 FR0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0402'3.8 MI E FROM PEACH SPRINGS.
 FR0402'ABOUT 3.8 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0402'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0402'ABOUT 0.2 MILE WEST OF AN ENTRANCE GATE TO HUALPAI INDIAN RESERVATION,
 FR0402'ABOUT 0.1 MILE EAST OF THE SELIGMAN 35, ASHFORK 60 HIGHWAY SIGN, AT A
 FR0402'DOUBLE 36-INCH CORRUGATED-IRON PIPE CULVERT, IN THE TOP OF THE EAST
 FR0402'END OF THE SOUTH CONCRETE HEAD WALL, AND 15 FEET SOUTH OF THE CENTER
 FR0402'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 96 1935.
 FR0402
 FR0402                          STATION RECOVERY (1982)
 FR0402
 FR0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0402'8.4 KM (5.2 MI) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0402'PEACH SPRINGS, THENCE 0.3 KM (0.2 MI) SOUTH ACROSS COUNTRY FROM
 FR0402'MILEPOST 107 AND A GATE IN THE RIGHT OF WAY FENCE, AT A DOUBLE 36-INCH
 FR0402'CORRUGATED METAL PIPE CULVERT UNDER OLD US HIGHWAY 66, 0.3 METER (1.0
 FR0402'FT) WEST OF THE EAST END OF THE SOUTH WEADWALL, 4.5 METERS (15 FT)
 FR0402'SOUTH OF THE CENTERLINE OF OLD US HIGHWAY 66
 FR0402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0397 ***********************************************************************
 FR0397  DESIGNATION -  R 97
 FR0397  PID         -  FR0397
 FR0397  STATE/COUNTY-  AZ/MOHAVE
 FR0397  USGS QUAD   -  PEACH SPRINGS NE (1967)
 FR0397
 FR0397                         *CURRENT SURVEY CONTROL
 FR0397  ___________________________________________________________________
 FR0397* NAD 83(1986)-  35 44 17.     (N)    113 22 06.     (W)     SCALED    
 FR0397* NAVD 88     -       576.620  (meters)    1891.79   (feet)  POSTED    
 FR0397  ___________________________________________________________________
 FR0397  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 FR0397  DYNAMIC HT  -         575.870 (meters)    1889.33  (feet)  COMP
 FR0397  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 FR0397
 FR0397  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0397
 FR0397.The horizontal coordinates were scaled from a topographic map and have
 FR0397.an estimated accuracy of +/- 6 seconds.
 FR0397
 FR0397.The orthometric height was determined by differential leveling
 FR0397.and adjusted by the  in 1992.
 FR0397.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0397.was located on a no-check spur therefore a value was not computed.
 FR0397.No vertical observational check was made to the station.
 FR0397
 FR0397.The geoid height was determined by GEOID03.
 FR0397
 FR0397.The dynamic height is computed by dividing the NAVD 88
 FR0397.geopotential number by the normal gravity value computed on the
 FR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0397.degrees latitude (g = 980.6199 gals.).
 FR0397
 FR0397.The modeled gravity was interpolated from observed gravity values.
 FR0397
 FR0397;                    North         East    Units  Estimated Accuracy
 FR0397;SPC AZ W     -   525,540.      247,880.      MT  (+/- 180 meters Scaled)
 FR0397
 FR0397                          SUPERSEDED SURVEY CONTROL
 FR0397
 FR0397  NGVD 29 (??/??/92)  575.634  (m)         1888.56   (f) ADJ UNCH    2 0
 FR0397
 FR0397.Superseded values are not recommended for survey control.
 FR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0397.See file dsdata.txt to determine how the superseded data were derived.
 FR0397
 FR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE858574(NAD 83)
 FR0397_MARKER: DB = BENCH MARK DISK
 FR0397_SETTING: 66 = SET IN ROCK OUTCROP
 FR0397_SP_SET: ROCK LEDGE
 FR0397_STAMPING: R 97 1935
 FR0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0397+STABILITY: POSITION/ELEVATION WELL
 FR0397
 FR0397  HISTORY     - Date     Condition        Report By
 FR0397  HISTORY     - 1935     MONUMENTED       CGS
 FR0397
 FR0397                          STATION DESCRIPTION
 FR0397
 FR0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0397'18.0 MI N FROM PEACH SPRINGS.
 FR0397'ABOUT 18.0 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0397'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, DIRECTLY NORTHWEST OF THE
 FR0397'ENTRANCE OF A WASH LEADING EAST, AT THE CENTER OF THE WASH, AT A LARGE
 FR0397'PILE OF ROCK, ABOUT 100 FEET NORTH OF THE POINT OF CONTACT OF THE WASH
 FR0397'WITH A RED ROCK WALL, IN THE TOP OF A RED ROCK LEDGE AT THE WEST WALL
 FR0397'OF THE CANYON, AND ABOUT 3 FEET HIGHER THAN THE BED OF THE WASH. A
 FR0397'STANDARD DISK, STAMPED R 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0173 ***********************************************************************
 FR0173  DESIGNATION -  R 98
 FR0173  PID         -  FR0173
 FR0173  STATE/COUNTY-  AZ/COCONINO
 FR0173  USGS QUAD   -  MAY TANK POCKET (1989)
 FR0173
 FR0173                         *CURRENT SURVEY CONTROL
 FR0173  ___________________________________________________________________
 FR0173* NAD 83(1986)-  35 03 47.     (N)    112 08 22.     (W)     SCALED    
 FR0173* NAVD 88     -      2003.00   (+/-2cm)    6571.5    (feet)  VERTCON   
 FR0173  ___________________________________________________________________
 FR0173  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 FR0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0173
 FR0173.The horizontal coordinates were scaled from a topographic map and have
 FR0173.an estimated accuracy of +/- 6 seconds.
 FR0173
 FR0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0173.The vertical order pertains to the NGVD 29 superseded value.
 FR0173
 FR0173.The geoid height was determined by GEOID03.
 FR0173
 FR0173;                    North         East    Units  Estimated Accuracy
 FR0173;SPC AZ C     -   450,590.      193,040.      MT  (+/- 180 meters Scaled)
 FR0173
 FR0173                          SUPERSEDED SURVEY CONTROL
 FR0173
 FR0173  NGVD 29 (??/??/92) 2002.034  (m)         6568.34   (f) ADJ UNCH    2 0
 FR0173
 FR0173.Superseded values are not recommended for survey control.
 FR0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0173.See file dsdata.txt to determine how the superseded data were derived.
 FR0173
 FR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD961806(NAD 83)
 FR0173_MARKER: DB = BENCH MARK DISK
 FR0173_SETTING: 80 = SET IN A BOULDER
 FR0173_SP_SET: BOULDER
 FR0173_STAMPING: R 98 1935
 FR0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0173+STABILITY: SURFACE MOTION
 FR0173
 FR0173  HISTORY     - Date     Condition        Report By
 FR0173  HISTORY     - 1935     MONUMENTED       CGS
 FR0173  HISTORY     - 1959     GOOD             USGS
 FR0173
 FR0173                          STATION DESCRIPTION
 FR0173
 FR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0173'18.2 MI N FROM PERKINSVILLE.
 FR0173'IN COCONINO COUNTY, ABOUT 18.2 MILES NORTH ALONG THE WILLIAMS ROAD
 FR0173'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT
 FR0173'PERKINSVILLE, YAVAPAI COUNTY, ABOUT 100 YARDS NORTH OF THE CROSSING
 FR0173'OVER A WASH, ABOUT 66 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE
 FR0173'TOP OF A BOULDER, ABOUT 3 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 FR0173'DISK, STAMPED R 98 1935.  NOTE-- NOTED 8.3 FEET HIGHER THAN THE ROAD
 FR0173'WAY.
 FR0173
 FR0173                          STATION RECOVERY (1959)
 FR0173
 FR0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FR0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1046 ***********************************************************************
 ET1046  DESIGNATION -  RABBIT
 ET1046  PID         -  ET1046
 ET1046  STATE/COUNTY-  AZ/YAVAPAI
 ET1046  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1046
 ET1046                         *CURRENT SURVEY CONTROL
 ET1046  ___________________________________________________________________
 ET1046* NAD 83(1992)-  34 00 00.70681(N)    113 08 29.03751(W)     ADJUSTED  
 ET1046* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 ET1046  ___________________________________________________________________
 ET1046  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 ET1046  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ET1046  HORZ ORDER  -  FIRST
 ET1046
 ET1046.The horizontal coordinates were established by classical geodetic methods
 ET1046.and adjusted by the National Geodetic Survey in August 1993.
 ET1046
 ET1046.The orthometric height was scaled from a topographic map.
 ET1046
 ET1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1046
 ET1046.The geoid height was determined by GEOID03.
 ET1046
 ET1046;                    North         East     Units Scale Factor Converg.
 ET1046;SPC AZ C     -   333,351.868   100,221.657   MT  1.00005774   -0 41 05.8
 ET1046;SPC AZ C     - 1,093,674.11    328,811.21   iFT  1.00005774   -0 41 05.8
 ET1046;UTM  12      - 3,764,244.990   302,229.483   MT  1.00008218   -1 11 52.3
 ET1046
 ET1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1046!SPC AZ C     -   0.99989706  x   1.00005774  =   0.99995480
 ET1046!UTM  12      -   0.99989706  x   1.00008218  =   0.99997923
 ET1046
 ET1046|---------------------------------------------------------------------|
 ET1046| PID    Reference Object                     Distance      Geod. Az  |
 ET1046|                                                           dddmmss.s |
 ET1046| ET1043 T8N R9W SEC 25 SE COR                90.175 METERS 01401     |
 ET1046| DV1877 FOREPAUGH                           APPROX. 6.8 KM 0935642.0 |
 ET1046| DV1878 SEVEN MILE PEAK                     APPROX.11.5 KM 1330611.8 |
 ET1046| ET1045 THOMPSON MONUMENT 3                   5.450 METERS 16836     |
 ET1046| DV1884 AGUILA RAILROAD WATER TANK          APPROX. 7.0 KM 2054558.6 |
 ET1046|---------------------------------------------------------------------|
 ET1046
 ET1046                          SUPERSEDED SURVEY CONTROL
 ET1046
 ET1046  NAD 83(1986)-  34 00 00.70602(N)    113 08 29.04020(W) AD(       ) 1
 ET1046  NAD 27      -  34 00 00.60400(N)    113 08 26.34400(W) AD(       ) 1
 ET1046
 ET1046.Superseded values are not recommended for survey control.
 ET1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1046.See file dsdata.txt to determine how the superseded data were derived.
 ET1046
 ET1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0222964245(NAD 83)
 ET1046_MARKER: DS = TRIANGULATION STATION DISK
 ET1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1046+STABILITY: SURFACE MOTION
 ET1046
 ET1046  HISTORY     - Date     Condition        Report By
 ET1046  HISTORY     - 1924     MONUMENTED       CGS
 ET1046  HISTORY     - 20070420 GOOD             GEOCAC
 ET1046
 ET1046                          STATION DESCRIPTION
 ET1046
 ET1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1046'ABOUT 4 MILES NORTH AND 2 MILES EAST OF AGUILA, IN LEVEL
 ET1046'GREASEWOOD AND MESQUITE PLAIN, AND ABOUT ONE-HALF MILE WEST
 ET1046'OF THE AGUILA-CONGRESS JUNCTION WAGON ROAD.  MARKED BY STANDARD
 ET1046'BRONZE DISKS.  THOMPSON BOUNDARY
 ET1046'MONUMENT NO. 3 IS 5.45 METERS (17.9 FEET) FROM STATION
 ET1046'S 11 DEG 24 MIN E.  T. 8 N., R. 9 W., SEC. 25, SOUTHWEST
 ET1046'CORNER IS 90.175 METERS (295.85 FEET) FROM STATION
 ET1046'N 14 DEG 00 MIN E.
 ET1046
 ET1046                          STATION RECOVERY (2007)
 ET1046
 ET1046'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET1046'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET1046'THE DESCRIPTION   THE MARK IS A STANDARD DISK, NOT STAMPED, SET INTO
 ET1046'THE TOP OF A 1 FOOT SQUARE CONCRETE MONUMENT PROJECTING 0.3 FEET.
 ET1046' 
 ET1046'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ON
 ET1046'U.S. HIGHWAY 60 FOR 1.4 MILES TO STATE HIGHWAY 71. TURN LEFT AND
 ET1046'TRAVEL NORTH ALONG STATE HIGHWAY 71 FOR 4.2 MILES TO A TURN OFF ON THE
 ET1046'LEFT.
 ET1046' 
 ET1046'TURN LEFT OVER THE CATTLE GUARD AND CONTINUE LEFT OVER ANOTHER CATTLE
 ET1046'GUARD TO DIRT TRACK THAT RUNS PARALLEL TO A FENCE THAT RUNS NORTHEAST
 ET1046'TO SOUTHWEST. TRAVEL SOUTHWEST ALONG THE DIRT TRACK FOR .75 MILES AND
 ET1046'PARK. THE STATION IS A 0.6 MILE PACK TO THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0861 ***********************************************************************
 ET0861  DESIGNATION -  RACETRACK
 ET0861  PID         -  ET0861
 ET0861  STATE/COUNTY-  AZ/YAVAPAI
 ET0861  USGS QUAD   -  CHERRY (1973)
 ET0861
 ET0861                         *CURRENT SURVEY CONTROL
 ET0861  ___________________________________________________________________
 ET0861* NAD 83(1992)-  34 31 11.01558(N)    112 03 17.13744(W)     ADJUSTED  
 ET0861* NAVD 88     -      1384.4    (meters)    4542.     (feet)  VERTCON   
 ET0861  ___________________________________________________________________
 ET0861  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 ET0861  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 ET0861  HORZ ORDER  -  SECOND
 ET0861
 ET0861.The horizontal coordinates were established by classical geodetic methods
 ET0861.and adjusted by the National Geodetic Survey in August 1993.
 ET0861
 ET0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0861
 ET0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0861
 ET0861.The geoid height was determined by GEOID03.
 ET0861
 ET0861;                    North         East     Units Scale Factor Converg.
 ET0861;SPC AZ C     -   390,308.497   200,681.726   MT  0.99990198   -0 04 41.7
 ET0861;SPC AZ C     - 1,280,539.69    658,404.61   iFT  0.99990198   -0 04 41.7
 ET0861;UTM  12      - 3,820,289.675   403,190.413   MT  0.99971552   -0 35 52.0
 ET0861
 ET0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0861!SPC AZ C     -   0.99978682  x   0.99990198  =   0.99968882
 ET0861!UTM  12      -   0.99978682  x   0.99971552  =   0.99950240
 ET0861
 ET0861|---------------------------------------------------------------------|
 ET0861| PID    Reference Object                     Distance      Geod. Az  |
 ET0861|                                                           dddmmss.s |
 ET0861| CH3142 RACETRACK RM 1                       12.181 METERS 05612     |
 ET0861| ES0605 BLISS                               APPROX. 5.7 KM 0983751.6 |
 ET0861| CH3143 RACETRACK RM 2                       12.210 METERS 23436     |
 ET0861|---------------------------------------------------------------------|
 ET0861
 ET0861                          SUPERSEDED SURVEY CONTROL
 ET0861
 ET0861  NAD 83(1986)-  34 31 11.01092(N)    112 03 17.13549(W) AD(       ) 2
 ET0861  NAD 27      -  34 31 10.91831(N)    112 03 14.57074(W) AD(       ) 2
 ET0861  NGVD 29 (07/19/86) 1383.6    (m)         4539.     (f) VERT ANG    3  
 ET0861
 ET0861.Superseded values are not recommended for survey control.
 ET0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0861.See file dsdata.txt to determine how the superseded data were derived.
 ET0861
 ET0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0319020290(NAD 83)
 ET0861_MARKER: DD = SURVEY DISK
 ET0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0861+STABILITY: SURFACE MOTION
 ET0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0861+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 ET0861
 ET0861  HISTORY     - Date     Condition        Report By
 ET0861  HISTORY     - 1980     MONUMENTED       AZDT
 ET0861  HISTORY     - 20050415 GOOD             EVANS
 ET0861  HISTORY     - 20050507 GOOD             GEOCAC
 ET0861  HISTORY     - 20080703 GOOD             GEOCAC
 ET0861
 ET0861                          STATION DESCRIPTION
 ET0861
 ET0861'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0861'THE STATION IS LOCATED 10.5 MILES EAST OF DEWEY, 3.5 MILES WEST OF
 ET0861'I 17 AND ALONG THE SOUTH RIGHT OF WAY OF ARIZONA HIGHWAY 69.
 ET0861'
 ET0861'THE STATION IS AN ADOT DISK STAMPED RACETRACK 1980.  IT IS SET IN TOP
 ET0861'OF A CONCRETE MONUMENT, 96 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 ET0861'AND 4.2 FEET NORTH OF WITNESS POST AND SIGN.
 ET0861'
 ET0861'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, RACETRACK RM 1 1980.  IT IS
 ET0861'SET IN TOP OF A CONCRETE MONUMENT.
 ET0861'
 ET0861'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, RACETRACK RM 2 1980.  IT IS
 ET0861'SET IN TOP OF A CONCRETE MONUMENT.
 ET0861'
 ET0861'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY WHICH IS AT THE
 ET0861'JUNCTION OF SR 69 AND SR 169.  TRAVEL EAST ALONG SR 169 FOR 11.6 MILES
 ET0861'TO THE STATION ON THE RIGHT ON TOP OF A 25 FOOT HIGHWAY CUT.
 ET0861
 ET0861                          STATION RECOVERY (2005)
 ET0861
 ET0861'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ET0861'RECOVERED AS DESCRIBED
 ET0861
 ET0861                          STATION RECOVERY (2005)
 ET0861
 ET0861'RECOVERY NOTE BY GEOCACHING 2005 (RHT)
 ET0861'RECOVERED AS DESCRIBED. REACHED FROM THE EAST END OF THE CUT.
 ET0861
 ET0861                          STATION RECOVERY (2008)
 ET0861
 ET0861'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0861'RECOVERED RACETRACK, RM 1 AND RM 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1244 ***********************************************************************
 DB1244  DESIGNATION -  RADAR
 DB1244  PID         -  DB1244
 DB1244  STATE/COUNTY-  AZ/YUMA
 DB1244  USGS QUAD   -  WELLTON MESA (1982)
 DB1244
 DB1244                         *CURRENT SURVEY CONTROL
 DB1244  ___________________________________________________________________
 DB1244* NAD 83(1992)-  32 41 00.91607(N)    114 03 07.35101(W)     ADJUSTED  
 DB1244* NAVD 88     -       134.9    (meters)     443.     (feet)  VERTCON   
 DB1244  ___________________________________________________________________
 DB1244  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DB1244  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB1244  HORZ ORDER  -  FIRST
 DB1244
 DB1244.The horizontal coordinates were established by classical geodetic methods
 DB1244.and adjusted by the National Geodetic Survey in August 1993.
 DB1244
 DB1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1244
 DB1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1244
 DB1244.The geoid height was determined by GEOID03.
 DB1244
 DB1244;                    North         East     Units Scale Factor Converg.
 DB1244;SPC AZ W     -   186,710.956   185,034.721   MT  0.99994322   -0 09 47.2
 DB1244;SPC AZ W     -   612,568.75    607,069.29   iFT  0.99994322   -0 09 47.2
 DB1244;UTM  11      - 3,620,052.358   776,415.926   MT  1.00054225   +1 35 34.5
 DB1244;UTM  12      - 3,620,328.663   213,820.816   MT  1.00061000   -1 38 57.2
 DB1244
 DB1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1244!SPC AZ W     -   0.99998401  x   0.99994322  =   0.99992723
 DB1244!UTM  11      -   0.99998401  x   1.00054225  =   1.00052625
 DB1244!UTM  12      -   0.99998401  x   1.00061000  =   1.00059400
 DB1244
 DB1244|---------------------------------------------------------------------|
 DB1244| PID    Reference Object                     Distance      Geod. Az  |
 DB1244|                                                           dddmmss.s |
 DB1244| DB1246 T8S R17W SEC 31 L5 L6 C10            13.218 METERS 01118     |
 DB1244| CF0515 RADAR RM 1                           13.126 METERS 16848     |
 DB1244| DB0135 NAVI                                378.245 METERS 17435     |
 DB1244| DB0133 NAVI RM 2                           370.387 METERS 17544     |
 DB1244|---------------------------------------------------------------------|
 DB1244
 DB1244                          SUPERSEDED SURVEY CONTROL
 DB1244
 DB1244  NAD 83(1986)-  32 41 00.91449(N)    114 03 07.35867(W) AD(       ) 1
 DB1244  NAD 27      -  32 41 00.74411(N)    114 03 04.59634(W) AD(       ) 1
 DB1244  NGVD 29 (07/19/86)  134.3    (m)          441.     (f) VERT ANG    3  
 DB1244
 DB1244.Superseded values are not recommended for survey control.
 DB1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1244.See file dsdata.txt to determine how the superseded data were derived.
 DB1244
 DB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7641620052(NAD 83)
 DB1244_MARKER: DS = TRIANGULATION STATION DISK
 DB1244_SETTING: 66 = SET IN ROCK OUTCROP
 DB1244_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DB1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1244
 DB1244  HISTORY     - Date     Condition        Report By
 DB1244  HISTORY     - 1971     MONUMENTED       NGS
 DB1244  HISTORY     - 1981     GOOD             NGS
 DB1244  HISTORY     - 20090206 GOOD             GEOCAC
 DB1244
 DB1244                          STATION DESCRIPTION
 DB1244
 DB1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1244'THE STATION IS LOCATED ABOUT 6 MILES WEST OF TACNA, 5 MILES EAST OF
 DB1244'WELLTON, 0.3 MILE NORTH OF U S HIGHWAY 80 ON A PROMINENT HILL.  THE
 DB1244'PROPERTY IS OWNED BY THE U. S. GOVERNMENT.
 DB1244'
 DB1244'TO REACH THE STATION FROM THE POST OFFICE IN WELLTON GO EAST ON U. S.
 DB1244'HIGHWAY 80 FOR 6.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DB1244'NORTH, CROSSING A NARROW WOODEN BRIDGE FOR 0.4 MILE TO THE TOP OF THE
 DB1244'HILL AND THE STATION ON THE SOUTHEAST EDGE OF THE HILL.
 DB1244'
 DB1244'THE STATION MARK IS A STANDARD DISK STAMPED RADAR 1971, CEMENTED IN A
 DB1244'DRILL HOLE IN SANDSTONE BEDROCK.  IT IS 27.5 FEET NORTHEAST OF THE
 DB1244'EAST GATE POST AND 8 FEET SOUTHEAST OF A FENCE.
 DB1244'
 DB1244'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RADAR NO 1 1971, CEMENTED
 DB1244'IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET LONG AND 2 FEET WIDE,
 DB1244'PROJECTING 14 INCHES ON THE EAST SIDE AND FLUSH ON THE WEST SIDE.
 DB1244'IT IS 27 FEET SOUTHEAST OF THE EAST GATE POST, 17 FEET EAST OF THE
 DB1244'CENTER OF THE ROAD AND ABOUT 10 FEET LOWER THAN THE STATION.
 DB1244'
 DB1244'THE MARK IS A U S BUREAU OF LAND MANAGEMENT BRASS CAP USED AS
 DB1244'REFERENCE MARK 2 STAMPED T8S R17N L6 L5 C10 S31 1969, RIVETED TO THE
 DB1244'TOP OF A 2-INCH GALVANIZED PIPE SET IN A 20-INCH CAIRN AND PROJECTS
 DB1244'1 FOOT ABOVE THE CAIRN.  IT IS 9.5 FEET SOUTHEAST OF A CORNER
 DB1244'FENCE POST AND ON THE EAST EDGE OF THE HILL.
 DB1244'
 DB1244'TRIANGULATION STATION NAVI 1960 WAS USED FOR AN AZIMUTH MARK FOR A
 DB1244'ROUTE TO REACH SEE THE DESCRIPTION THERE OF.
 DB1244'
 DB1244'THE GEODIMETER DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DB1244
 DB1244                          STATION RECOVERY (1981)
 DB1244
 DB1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1244'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DB1244'1971.
 DB1244
 DB1244                          STATION RECOVERY (2009)
 DB1244
 DB1244'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1244'RECOVERED STATION RADAR ALONG WITH RM 1 AND RM 2 (DB1246) ALL IN GOOD
 DB1244'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1050 ***********************************************************************
 FS1050  DESIGNATION -  RADAR
 FS1050  PID         -  FS1050
 FS1050  STATE/COUNTY-  AZ/MOHAVE
 FS1050  USGS QUAD   -  KINGMAN (1980)
 FS1050
 FS1050                         *CURRENT SURVEY CONTROL
 FS1050  ___________________________________________________________________
 FS1050* NAD 83(1992)-  35 11 49.89596(N)    114 02 29.77917(W)     ADJUSTED  
 FS1050* NAVD 88     -      1152.4    (meters)    3781.     (feet)  VERTCON   
 FS1050  ___________________________________________________________________
 FS1050  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 FS1050  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS1050  HORZ ORDER  -  SECOND
 FS1050
 FS1050.The horizontal coordinates were established by classical geodetic methods
 FS1050.and adjusted by the National Geodetic Survey in August 1993.
 FS1050
 FS1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1050
 FS1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1050
 FS1050.The geoid height was determined by GEOID03.
 FS1050
 FS1050;                    North         East     Units Scale Factor Converg.
 FS1050;SPC AZ W     -   465,503.591   186,805.636   MT  0.99994202   -0 10 05.1
 FS1050;SPC AZ W     - 1,527,242.75    612,879.38   iFT  0.99994202   -0 10 05.1
 FS1050;UTM  11      - 3,898,921.606   769,349.653   MT  1.00049420   +1 42 22.4
 FS1050;UTM  12      - 3,899,150.531   223,071.987   MT  1.00054523   -1 45 15.4
 FS1050
 FS1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1050!SPC AZ W     -   0.99982360  x   0.99994202  =   0.99976563
 FS1050!UTM  11      -   0.99982360  x   1.00049420  =   1.00031771
 FS1050!UTM  12      -   0.99982360  x   1.00054523  =   1.00036874
 FS1050
 FS1050                          SUPERSEDED SURVEY CONTROL
 FS1050
 FS1050  NAD 83(1986)-  35 11 49.89385(N)    114 02 29.77549(W) AD(       ) 2
 FS1050  NAD 27      -  35 11 49.90730(N)    114 02 26.94930(W) AD(       ) 2
 FS1050  NGVD 29 (07/19/86) 1151.6    (m)         3778.     (f) VERT ANG    3  
 FS1050
 FS1050.Superseded values are not recommended for survey control.
 FS1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1050.See file dsdata.txt to determine how the superseded data were derived.
 FS1050
 FS1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6935098922(NAD 83)
 FS1050_MARKER: DD = SURVEY DISK
 FS1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FS1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1050+STABILITY: SURFACE MOTION
 FS1050
 FS1050  HISTORY     - Date     Condition        Report By
 FS1050  HISTORY     - 1961     MONUMENTED       USE
 FS1050
 FS1050                          STATION DESCRIPTION
 FS1050
 FS1050'DESCRIBED BY US ENGINEERS 1961 (CAA)
 FS1050'STATION IS LOCATED ON A RIM ROCK HILL OVERLOOKING THE TOWN
 FS1050'OF KINGMAN, ABOUT 3/4 MILE NORTHEAST OF THE COURTHOUSE, 1/4
 FS1050'MILE NORTH OF U.S. HIGHWAY 66 AND ON THE SOUTHWEST END OF
 FS1050'HILL AT RADAR SITE.
 FS1050'
 FS1050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FS1050'AND 93 IN THE SOUTHWEST EDGE OF KINGMAN, GO EASTERLY THROUGH
 FS1050'TOWN ON U.S. HIGHWAY 66 AND 93 FOR 1.8 MILES TO TOP HILL AND
 FS1050'HALL STREET ON THE LEFT (JUST AFTER PASSING HILL TOP MOTEL),
 FS1050'TURN LEFT ON HALL STREET AND GO NORTH FOR 0.2 MILE TO JEFFERSON
 FS1050'AVENUE, TURN LEFT AND GO WESTERLY ON JEFFERSON AVENUE FOR
 FS1050'0.5 MILE TO TOP OF STEEP HILL AND LOCKED GATE.  PASS THROUGH
 FS1050'GATE AND GO SOUTHWESTERLY FOR ABOUT 100 YARDS TO A RADAR
 FS1050'TOWER ON THE RIGHT AND THE STATION IN THE CENTER OF THIS
 FS1050'RADAR TOWER.
 FS1050'
 FS1050'STATION IS MARKED BY A CORPS OF ENGINEER BRONZE DISK SET IN
 FS1050'THE TOP OF AN 8-INCH SQUARE CONCRETE POST WHICH PROJECTS
 FS1050'2-INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED RADAR
 FS1050'EL. 3821.5 -- EL. 3778.2 1955.  THE MARK IS IN THE CENTER OF
 FS1050'RADAR TOWER.
 FS1050'
 FS1050'NOTICE--THE KEY TO GATE MAYBE OBTAINED FROM MR. CHRISTENSEN
 FS1050'AT THE HEADQUARTERS OF THE 659 TH. AC AND W SQUADRON WHICH
 FS1050'IS LOCATED JUST WEST OF THE CHAMBER OF COMMERCE BUILDING.
 FS1050'
 FS1050'STATION RADAR (USE) IS 52.19 FEET OR 15.907 METERS OF STATION
 FS1050'KINGMAN 1948.  THIS DISTANCE WAS NOT MEASURED WITH STANDARDIZED
 FS1050'TAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1243 ***********************************************************************
 DB1243  DESIGNATION -  RADAR TOWER CENTER OF HUB
 DB1243  PID         -  DB1243
 DB1243  STATE/COUNTY-  AZ/YUMA
 DB1243  USGS QUAD   -  WELLTON MESA (1982)
 DB1243
 DB1243                         *CURRENT SURVEY CONTROL
 DB1243  ___________________________________________________________________
 DB1243* NAD 83(1992)-  32 41 01.51279(N)    114 03 08.24253(W)     ADJUSTED  
 DB1243* NAVD 88     -              **(meters)            **(feet)            
 DB1243  ___________________________________________________________________
 DB1243  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DB1243  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB1243  HORZ ORDER  -  THIRD
 DB1243
 DB1243.The horizontal coordinates were established by classical geodetic methods
 DB1243.and adjusted by the National Geodetic Survey in August 1993.
 DB1243
 DB1243
 DB1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1243
 DB1243.The geoid height was determined by GEOID03.
 DB1243
 DB1243;                    North         East     Units Scale Factor Converg.
 DB1243;SPC AZ W     -   186,729.403   185,011.550   MT  0.99994324   -0 09 47.7
 DB1243;SPC AZ W     -   612,629.27    606,993.27   iFT  0.99994324   -0 09 47.7
 DB1243;UTM  11      - 3,620,070.097   776,392.186   MT  1.00054209   +1 35 34.0
 DB1243;UTM  12      - 3,620,347.717   213,798.116   MT  1.00061016   -1 38 57.7
 DB1243
 DB1243                          SUPERSEDED SURVEY CONTROL
 DB1243
 DB1243  NAD 83(1986)-  32 41 01.51101(N)    114 03 08.25024(W) AD(       ) 4
 DB1243  NAD 27      -  32 41 01.34200(N)    114 03 05.48800(W) AD(       ) 3
 DB1243
 DB1243.Superseded values are not recommended for survey control.
 DB1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1243.See file dsdata.txt to determine how the superseded data were derived.
 DB1243
 DB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7639220070(NAD 83)
 DB1243_MARKER: 55 = TOWER
 DB1243
 DB1243  HISTORY     - Date     Condition        Report By
 DB1243  HISTORY     - 1960     FIRST OBSERVED   CGS
 DB1243
 DB1243                          STATION DESCRIPTION
 DB1243
 DB1243'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1237 ***********************************************************************
 DB1237  DESIGNATION -  RADIUM
 DB1237  PID         -  DB1237
 DB1237  STATE/COUNTY-  AZ/YUMA
 DB1237  USGS QUAD   -  RED BLUFF MOUNTAIN EAST (1986)
 DB1237
 DB1237                         *CURRENT SURVEY CONTROL
 DB1237  ___________________________________________________________________
 DB1237* NAD 83(1992)-  32 45 20.89320(N)    114 04 11.22628(W)     ADJUSTED  
 DB1237* NAVD 88     -       116.1    (meters)     381.     (feet)  VERTCON   
 DB1237  ___________________________________________________________________
 DB1237  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DB1237  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DB1237  HORZ ORDER  -  FIRST
 DB1237
 DB1237.The horizontal coordinates were established by classical geodetic methods
 DB1237.and adjusted by the National Geodetic Survey in August 1993.
 DB1237
 DB1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1237
 DB1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1237
 DB1237.The geoid height was determined by GEOID03.
 DB1237
 DB1237;                    North         East     Units Scale Factor Converg.
 DB1237;SPC AZ W     -   194,724.053   183,394.936   MT  0.99994440   -0 10 22.9
 DB1237;SPC AZ W     -   638,858.44    601,689.42   iFT  0.99994440   -0 10 22.9
 DB1237;UTM  11      - 3,628,016.099   774,530.009   MT  1.00052942   +1 35 11.1
 DB1237;UTM  12      - 3,628,387.034   212,388.646   MT  1.00062012   -1 39 43.5
 DB1237
 DB1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1237!SPC AZ W     -   0.99998696  x   0.99994440  =   0.99993136
 DB1237!UTM  11      -   0.99998696  x   1.00052942  =   1.00051637
 DB1237!UTM  12      -   0.99998696  x   1.00062012  =   1.00060707
 DB1237
 DB1237:                Primary Azimuth Mark                     Grid Az
 DB1237:SPC AZ W     -  WINDY CAIRN                              031 44 51.6
 DB1237:UTM  11      -  WINDY CAIRN                              029 59 17.6
 DB1237:UTM  12      -  WINDY CAIRN                              033 14 12.2
 DB1237
 DB1237|---------------------------------------------------------------------|
 DB1237| PID    Reference Object                     Distance      Geod. Az  |
 DB1237|                                                           dddmmss.s |
 DB1237| DA1439 WINDY CAIRN                         APPROX.15.7 KM 0313428.7 |
 DB1237| CF0516 RADIUM RM 1                           7.643 METERS 08807     |
 DB1237| CF0518 RADIUM RM 3                          11.917 METERS 14943     |
 DB1237| CF0517 RADIUM RM 2                          13.052 METERS 23059     |
 DB1237| DB1239 MUGGINS CAIRN                       APPROX.16.5 KM 2930254.3 |
 DB1237| DB1240 BLACK POINT CARIN                   APPROX.18.0 KM 3405622.2 |
 DB1237|---------------------------------------------------------------------|
 DB1237
 DB1237                          SUPERSEDED SURVEY CONTROL
 DB1237
 DB1237  NAD 83(1986)-  32 45 20.89130(N)    114 04 11.23238(W) AD(       ) 1
 DB1237  NAD 27      -  32 45 20.72800(N)    114 04 08.46700(W) AD(       ) 1
 DB1237  NGVD 29 (07/19/86)  115.5    (m)          379.     (f) VERT ANG    3  
 DB1237
 DB1237.Superseded values are not recommended for survey control.
 DB1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1237.See file dsdata.txt to determine how the superseded data were derived.
 DB1237
 DB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7453028016(NAD 83)
 DB1237_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1237_SETTING: 80 = SET IN A BOULDER
 DB1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1237+STABILITY: SURFACE MOTION
 DB1237
 DB1237  HISTORY     - Date     Condition        Report By
 DB1237  HISTORY     - 1934     MONUMENTED       USGS
 DB1237  HISTORY     - 1949     GOOD             CGS
 DB1237  HISTORY     - 1952     GOOD             USE
 DB1237  HISTORY     - 1960     GOOD             AMS
 DB1237  HISTORY     - 1964     GOOD             USGS
 DB1237  HISTORY     - 1971     GOOD             NGS
 DB1237
 DB1237                          STATION DESCRIPTION
 DB1237
 DB1237'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DB1237'STATION IS LOCATED ABOUT 3-1/2 MILES E AND 6 MILES N OF THE
 DB1237'TOWN OF WELLTON, ON THE HIGHEST POINT OF A PROMINENT GRAVEL
 DB1237'KNOLL ON THE W EDGE OF A WIDE WASH.
 DB1237'
 DB1237'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 DB1237'HOLES IN BOULDERS.
 DB1237'
 DB1237'REACHED AS FOLLOWS FROM WELLTON--FOLLOW U.S. HIGHWAY 80 E
 DB1237'FOR 7.0 MILES TO THE TOWN OF TACNA.  TURN LEFT OFF MAIN HIGHWAY
 DB1237'JUST W OF THE POST OFFICE AND GO 2.8 MILES.  TAKE THE LEFT
 DB1237'FORK AND CROSS THE RAILROAD ABOUT 1/4 MILE AFTER CROSSING
 DB1237'THE GILA RIVER, GO N 2.1 MILES AND TURN LEFT AT A SIGN READING
 DB1237'RADIUM HOT SPRINGS 4 MILES.  FROM THE SIGN GO W 2.7 MILES AND
 DB1237'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 0.6 MILE.  TURN RIGHT
 DB1237'HERE AND GO 0.1 MILE, CROSS COUNTRY 1.0 MILE TO THE END OF
 DB1237'TRUCK TRAVEL.  FROM HERE GO W TO THE HIGHEST POINT OF THE
 DB1237'HILL WHERE THE STATION WILL BE FOUND.  A 10-MINUTE PACK.
 DB1237'
 DB1237'THIS STATION WAS ESTABLISHED IN 1925 BY THE U.S.G.S.
 DB1237
 DB1237                          STATION RECOVERY (1949)
 DB1237
 DB1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1237'THE STATION AND ALL REFERENCE MARKS WERE FOUND AS DESCRIBED
 DB1237'EXCEPT THE DISTANCES TO REFERENCE MARKS NO. 1 AND NO. 2.  THE
 DB1237'CORRECT DATA LISTED BELOW.
 DB1237'
 DB1237'THE STATION IS LOCATED ABOUT 3.5 MILES EAST AND 6 MILES NORTH
 DB1237'OF THE TOWN OF WELLTON, ABOUT 0.4 MILE NORTHEAST OF RADIUM
 DB1237'HOT SPRINGS, ON THE HIGHEST POINT OF A PROMINENT GRAVEL KNOLL,
 DB1237'WHICH IS LOCATED ON THE WEST SIDE OF A WIDE WASH.  THE STATION
 DB1237'A U.S. GEOLOGICAL SURVEY DISK, SET IN A BOULDER PROJECTS 2
 DB1237'INCHES AND IS STAMPED, RADIUM 1925 U.S.C. AND G.S. 1934,.
 DB1237'THIS MARK IS NOT A STANDARD U.S. GEOLOGICAL SURVEY DISK BUT
 DB1237'IS IN COOPERATION WITH THE STATE.
 DB1237'
 DB1237'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 DB1237'STATION, A BRONZE DISK CEMENTED TO TOP OF A 5 INCH CAST IRON
 DB1237'PIPE, PROJECTS 1 FOOT AND IS STAMPED, RADIUM U.S.G.S. NO. 1
 DB1237'1934.
 DB1237'
 DB1237'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 DB1237'STATION, A BRONZE DISK CEMENTED TO TOP OF A 5 INCH CAST IRON
 DB1237'PIPE, PROJECTS 10 INCHES AND IS STAMPED, RADIUM U.S.G.S. NO.
 DB1237'2 1934.
 DB1237'
 DB1237'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, 10 FEET
 DB1237'WEST OF THE CENTER LINE OF TRACK ROAD, 7 FEET NORTHWEST OF A
 DB1237'4X4 WITNESS POST, A BRONZE REFERENCE DISK CEMENTED TO TOP OF A
 DB1237'4 INCH IRON PIPE, PROJECTS 1 FOOT AND IS STAMPED, RADIUM
 DB1237'U.S.G.S. AZIMUTH 1934.
 DB1237'
 DB1237'TO REACH FROM WELLTON.  FOLLOW HIGHWAY 80 EAST FOR 7.0 MILES TO THE
 DB1237'VILLAGE OF TACNA, TURN LEFT OFF MAIN HIGHWAY JUST WEST OF THE
 DB1237'STORE AND GO NORTH FOR 2.7 MILES TO A FORK.  TAKE THE LEFT
 DB1237'FORK AND CROSS THE RAILROAD TRACK ABOUT 0.3 MILE AFTER CROSSING
 DB1237'THE GILA RIVER.  GO NORTH FOR 2.1 MILES TO A ROAD LEFT AND
 DB1237'SIGN RADIUM HOT SPRINGS 4 MILES.  TURN LEFT (WEST) AND GO 3.2
 DB1237'MILES ON THE MAIN ROAD TO A TRACK ROAD RIGHT.  TURN RIGHT AND
 DB1237'FOLLOW TRACK ROAD FOR 0.5 TO A Y-FORK.  TAKE THE RIGHT FORK
 DB1237'AND GO 0.45 MILE TO THE AZIMUTH ON THE LEFT AS DESCRIBED
 DB1237'ABOVE.  CONTINUE 0.15 MILE, THEN TURN LEFT (WEST) TOWARD
 DB1237'THE STATION AND CONTINUE FOR 0.2 MILE TO THE END OF TRUCK
 DB1237'TRAVEL AT THE FOOT OF A STEEP SLOPE OF THE STATION KNOLL.
 DB1237'PACK TO THE HIGHEST POINT AND STATION.  ABOUT 5 MINUTE
 DB1237'PACK.
 DB1237'
 DB1237'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DB1237
 DB1237                          STATION RECOVERY (1952)
 DB1237
 DB1237'RECOVERY NOTE BY US ENGINEERS 1952
 DB1237'1949 DESCRIPTION VIA TACNA IS ADEQUATE.  STATION WITH TRIPOD
 DB1237'AND REFERENCES IN GOOD CONDITION.
 DB1237'
 DB1237'TO REACH FROM COUNTY WELL ON HWY. 95, GO NORTH ON HWY. 95 FROM
 DB1237'COUNTY WELL 0.55 MILE TO THE ARMY ARTILLERY RANGE ROAD TO THE
 DB1237'RIGHT, TURN RIGHT AND GO 1.5 MILE TO THE MAIN FIRING FRONT,
 DB1237'TURN RIGHT ON WIDE GRAVEL FROM WHICH LEADS INTO WINDING GRAVEL
 DB1237'ROAD AND GO A TOTAL OF 23.05 MILES TO A Y FORK, TAKE RIGHT
 DB1237'FORK 1.4 MILE TO A T INTERSECTION AND POWER POLE G 741 (THIS
 DB1237'IS THE SAME INTERSECTION AS REFERRED TO IN 1949 NOTES AS HAVING
 DB1237'A SIGN MARKED RADIUM HOT SPRINGS 4 MILES - SIGN IS KNOCKED
 DB1237'DOWN), GO WEST 3.2 MILES TO A TRACK ROAD RIGHT, GO RIGHT 0.5
 DB1237'MILE TO A Y FORK, TAKE RIGHT FORK 0.4 MILE TO AZIMUTH MARK,
 DB1237'CONTINUE 0.15 MILE AND THEN TO LEFT 0.2 MILE TO BASE OF STEEP
 DB1237'GRAVEL KNOLL.  5 MINUTE PACK TO TOP AND STATION WITH TRIPOD.
 DB1237
 DB1237                          STATION RECOVERY (1960)
 DB1237
 DB1237'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DB1237'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DB1237
 DB1237                          STATION RECOVERY (1964)
 DB1237
 DB1237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1237'RECOVERED IN GOOD CONDITION.
 DB1237'
 DB1237'LOCATED ABOUT 6 MI N. AND 3.5 MI E. OF WELLTON, ABOUT 0.4 MI NE.
 DB1237'OF RADIUM HOT SPRINGS.  ON WEST SIDE OF WIDE WASH, ON HIGHEST
 DB1237'POINT OF PROMINENT, GRAVEL KNOLL.
 DB1237'
 DB1237'TO REACH FROM WELLTON, GO 7 MI E. ON US HWY. 80 TO TACNA.  TURN
 DB1237'LEFT OFF MAIN HWY. JUST W. OF STORE AND GO 2.7 MI N. TO FORK.
 DB1237'TAKE LEFT FORK AND CROSS RR. TRACK ABOUT 0.3 MI AFTER CROSSING
 DB1237'GILA RIVER.  GO 2.1 MI N. TO RD. LEFT AND SIGN (RADIUM HOT SPRINGS
 DB1237'4 MILES).  TURN LEFT AND GO 3.2 MI W. ON MAIN RD. TO TRACK RD.
 DB1237'TURN RIGHT AND FOLLOW TRACK RD. 0.5 MI TO Y-FORK.  TAKE RIGHT FORK
 DB1237'AND GO 0.5 MI TO AZIMUTH ON LEFT, CONTINUE 0.2 MI.  TURN LEFT
 DB1237'TOWARD STATION AND CONTINUE 0.2 MI W. TO END OF TRUCK TRAVEL AT
 DB1237'FOOT OF STEEP SLOPE OF STATION KNOLL.  PACK TO HIGHEST POINT AND
 DB1237'STATION.  ABOUT A 5-MINUTE PACK.
 DB1237'
 DB1237'REACHED BY HELICOPTER.
 DB1237'
 DB1237'STATION MARK--STANDARD TABLET STAMPED---RADIUM 1925 USCGS 1934---,
 DB1237'CEMENTED IN BOULDER.
 DB1237'
 DB1237'RM 1--NGS BRONZE RM DISK STAMPED---RADIUM USGS NO 1 1934---,
 DB1237'CEMENTED IN TOP OF 5-INCH CAST IRON PIPE PROJECTING 1 FT ABOVE
 DB1237'GROUND, 3 FT LOWER THAN STATION MARK.
 DB1237'
 DB1237'RM 2--NGS BRONZE RM DISK STAMPED---RADIUM USGS NO 2 1934---,
 DB1237'CEMENTED IN TOP OF 5-INCH CAST IRON PIPE PROJECTING 10 INCHES
 DB1237'ABOVE GROUND, 3 FT LOWER THAN STATION MARK.
 DB1237
 DB1237                          STATION RECOVERY (1971)
 DB1237
 DB1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMS)
 DB1237'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 DB1237'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN BROKEN OFF
 DB1237'AND DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DB1237'DISTANCE AND DIRECTION TO REFERENCE MARK 2 AND THE AZIMUTH MARK
 DB1237'COMPARED FAVORABLY WITH 1949 OBSERVATIONS.  A COMPLETE NEW
 DB1237'DESCRIPTION FOLLOWS.
 DB1237'
 DB1237'THE STATION IS ABOUT 8 MILES NORTHWEST OF TAONA, 7 MILES NORTHEAST OF
 DB1237'WELLTON, 5 MILES WEST OF ROLL, AND ON THE HIGHEST POINT OF A
 DB1237'PROMINENT GRAVEL KNOLL.
 DB1237'
 DB1237'TO REACH THE STATION FROM THE POST OFFICE IN TAONA, GO WEST ON U. S.
 DB1237'HIGHWAY 80 FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 DB1237'PAVED ROAD (AVENUE 36 EAST) FOR 2.7 MILES TO A GRAVEL ROAD LEADING
 DB1237'OFF TO THE LEFT.  TAKE LEFT FORK CROSSING OVER RAILROAD TRACK AND GO
 DB1237'NORTH ON GRAVEL ROAD FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT AND GO
 DB1237'WEST ON GRAVEL ROAD FOR 2.5 MILES TO A CROSSROAD.  CONTINUE WEST ON
 DB1237'GRAVEL ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 DB1237'SOUTHWESTERLY FOR 0.4 MILE TO A CROSSROAD AT IRRIGATION CANAL.  TAKE
 DB1237'GRAVEL ROAD WEST ALONG NORTH SIDE OF CANAL FOR 0.55 MILE TO A
 DB1237'RAILROAD TIE STANDING ON END ON EACH SIDE OF THE ROAD.
 DB1237'CONTINUE WEST FOR ABOUT 100 FEET TO A SIDE ROAD ON THE RIGHT.
 DB1237'TURN RIGHT AND GO NORTHERLY FOR 0.2 MILE TO THE EAST END OF A EARTH
 DB1237'MAN-MADE DAM.  CROSS OVER EAST END OF DAM END CONTINUE NORTHERLY
 DB1237'FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND FOLLOW TRACK ROAD 0.15
 DB1237'MILE TO THE AZIMUTH MARK ON THE LEFT.  WORK WAY NORTHWEST FOR
 DB1237'0.2 MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  PACK
 DB1237'SOUTHWEST TO HIGHEST POINT OF HILL AND THE STATION.  A 5
 DB1237'MINUET PACK.  4-WHEEL DRIVE VEHICLE RECOMMENED FOR LAST 0.65
 DB1237'MILE AS IT IS STEEP AND SANDY.
 DB1237'
 DB1237'THE STATION MARK IS A U. S. GEOLOGICAL SURVEY DISK STAMPED RADIUM
 DB1237'1925 USC AND GS 1934, CEMENTED IN A DRILL HOLE IN A BOULDER
 DB1237'PROJECTING 2 INCHES ABOVE THE GROUND.
 DB1237'
 DB1237'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RADIUM USGS NO 2 1934,
 DB1237'SET IN THE TOP OF A 5-INCH CAST IRON PIPE FILLED WITH CONCRETE AND
 DB1237'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ON THE SOUTHWEST SLOPE
 DB1237'OF THE HILL AND ABOUT 4 FEET LOWER THAN THE STATION.
 DB1237'
 DB1237'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RADIUM USGS 1934 NO 3
 DB1237'1971, WELDED TO THE TOP OF A 3-INCH PIPE AND PROJECTS 18 INCHES
 DB1237'ABOVE THE GROUND.  IT IS 8 FEET SOUTH OF THE NORTH EDGE OF THE HILL
 DB1237'AND ABOUT 3 FEET LOWER THAN THE STATION.
 DB1237'
 DB1237'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED RADIUM
 DB1237'USGS AZIMUTH 1934, SET IN THE TOP OF A 4-INCH CAST IRON PIPE FILLED
 DB1237'WITH CONCRETE PROJECTING 1 FOOT ABOVE THE GROUND.  IT IS 10 FEET
 DB1237'WEST OF THE CENTER OF THE TRACK ROAD AND 6.5 FEET NORTHEAST OF A 4
 DB1237'BY 4 INCH WOODEN WITNESS POST.
 DB1237'
 DB1237'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 DB1237'ROLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0492 ***********************************************************************
 ER0492  DESIGNATION -  RADO
 ER0492  PID         -  ER0492
 ER0492  STATE/COUNTY-  AZ/APACHE
 ER0492  USGS QUAD   -  SALADO (1984)
 ER0492
 ER0492                         *CURRENT SURVEY CONTROL
 ER0492  ___________________________________________________________________
 ER0492* NAD 83(1992)-  34 24 53.88183(N)    109 23 12.54269(W)     ADJUSTED  
 ER0492* NAVD 88     -      1860.5    (meters)    6104.     (feet)  VERTCON   
 ER0492  ___________________________________________________________________
 ER0492  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 ER0492  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0492  HORZ ORDER  -  SECOND
 ER0492
 ER0492.The horizontal coordinates were established by classical geodetic methods
 ER0492.and adjusted by the National Geodetic Survey in August 1993.
 ER0492
 ER0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0492
 ER0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0492
 ER0492.The geoid height was determined by GEOID03.
 ER0492
 ER0492;                    North         East     Units Scale Factor Converg.
 ER0492;SPC AZ E     -   378,955.699   285,047.619   MT  0.99996333   +0 26 26.8
 ER0492;SPC AZ E     - 1,243,292.98    935,195.60   iFT  0.99996333   +0 26 26.8
 ER0492;UTM  12      - 3,809,348.025   648,252.735   MT  0.99987092   +0 54 42.9
 ER0492
 ER0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0492!SPC AZ E     -   0.99971167  x   0.99996333  =   0.99967501
 ER0492!UTM  12      -   0.99971167  x   0.99987092  =   0.99958262
 ER0492
 ER0492|---------------------------------------------------------------------|
 ER0492| PID    Reference Object                     Distance      Geod. Az  |
 ER0492|                                                           dddmmss.s |
 ER0492| CD2559 RADO RM 1                            11.421 METERS 04511     |
 ER0492| ER0491 LYMAN                               APPROX. 7.3 KM 1790326.4 |
 ER0492| CD2560 RADO RM 2                             7.805 METERS 21005     |
 ER0492|---------------------------------------------------------------------|
 ER0492
 ER0492                          SUPERSEDED SURVEY CONTROL
 ER0492
 ER0492  NAD 83(1986)-  34 24 53.88071(N)    109 23 12.55033(W) AD(       ) 2
 ER0492  NAD 27      -  34 24 53.73749(N)    109 23 10.19513(W) AD(       ) 2
 ER0492  NGVD 29 (07/19/86) 1859.6    (m)         6101.     (f) VERT ANG    3  
 ER0492
 ER0492.Superseded values are not recommended for survey control.
 ER0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0492.See file dsdata.txt to determine how the superseded data were derived.
 ER0492
 ER0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4825309348(NAD 83)
 ER0492_MARKER: DD = SURVEY DISK
 ER0492_SETTING: 80 = SET IN A BOULDER
 ER0492_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0492+STABILITY: SURFACE MOTION
 ER0492
 ER0492  HISTORY     - Date     Condition        Report By
 ER0492  HISTORY     - 1978     MONUMENTED       AZDT
 ER0492
 ER0492                          STATION DESCRIPTION
 ER0492
 ER0492'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0492'THE STATION IS ABOUT 6.5 MILES SOUTH OF ST. JOHNS IN THE NORTHWEST
 ER0492'CORNER OF SECTION 28, T12N, R28E, ON EAST SIDE OF LITTLE COLORADO
 ER0492'RIVER AND ON THE MOST SOUTHERLY AND HIGHEST OF SEVERAL SMALL RISES.
 ER0492'
 ER0492'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---RADO 1978---AND IS
 ER0492'EPOXIED IN A DRILL HOLE IN ROCK AND MARKED WITH A WITNESS POST AND
 ER0492'SIGN 5 FEET WEST.
 ER0492'
 ER0492'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---RADO RM 2
 ER0492'1978---EPOXIED TO A ROCK.
 ER0492'
 ER0492'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---RADO RM 1---
 ER0492'AND IS EPOXIED TO A ROCK.
 ER0492'
 ER0492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 180-666 AND
 ER0492'ARIZONA HWY. 61 IN ST. JOHNS, TRAVEL SOUTH ON HWY. 180-666 FOR 7.2
 ER0492'MILES TO MILE POST 376.1 AND A PIPE AND WIRE GATE ON THE LEFT THAT
 ER0492'LEADS THROUGH A CORRAL, TURN LEFT, PASS THROUGH GATE AND THROUGH
 ER0492'SECOND GATE IN CORRAL AND CONTINUE ON MAIN TRAVELED ROAD FOR 0.6 MILE
 ER0492'TO THE LITTLE COLORADO RIVER, CROSS RIVER AND GO 0.05 MILE TO A FORK,
 ER0492'TAKE RIGHT FORK AND GO 0.6 MILE TO ANOTHER FORK, TAKE LEFT FORK AND
 ER0492'GO 0.2 MILE TO A GATE IN NORTH-SOUTH FENCE, PASS THROUGH GATE AND
 ER0492'CONTINUE ON MAIN TRAVEL TRAIL FOR 0.5 MILE TO A FORK, TURN RIGHT AND
 ER0492'GO 0.05 MILE TO A DRAINAGE, CROSS DRAINAGE ON TRACK TRAIL AND GO 0.15
 ER0492'MILE TO CREST OF RIDGE, TURN RIGHT AND GO 0.06 MILE TO MOST SOUTHERLY
 ER0492'AND HIGHEST OF SEVERAL SMALL RISES AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1186 ***********************************************************************
 CG1186  DESIGNATION -  RAFAEL
 CG1186  PID         -  CG1186
 CG1186  STATE/COUNTY-  AZ/COCHISE
 CG1186  USGS QUAD   -  TOMBSTONE SE (1982)
 CG1186
 CG1186                         *CURRENT SURVEY CONTROL
 CG1186  ___________________________________________________________________
 CG1186* NAD 83(1992)-  31 32 56.96852(N)    110 06 17.28622(W)     ADJUSTED  
 CG1186* NAVD 88     -      1297.2    (meters)    4256.     (feet)  VERTCON   
 CG1186  ___________________________________________________________________
 CG1186  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 CG1186  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG1186  HORZ ORDER  -  SECOND
 CG1186
 CG1186.The horizontal coordinates were established by classical geodetic methods
 CG1186.and adjusted by the National Geodetic Survey in August 1993.
 CG1186
 CG1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1186
 CG1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1186
 CG1186.The geoid height was determined by GEOID03.
 CG1186
 CG1186;                    North         East     Units Scale Factor Converg.
 CG1186;SPC AZ E     -    60,883.015   219,233.649   MT  0.99990043   +0 01 56.5
 CG1186;SPC AZ E     -   199,747.42    719,270.50   iFT  0.99990043   +0 01 56.5
 CG1186;UTM  12      - 3,490,812.353   584,968.963   MT  0.99968904   +0 28 06.3
 CG1186
 CG1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1186!SPC AZ E     -   0.99980072  x   0.99990043  =   0.99970117
 CG1186!UTM  12      -   0.99980072  x   0.99968904  =   0.99948982
 CG1186
 CG1186|---------------------------------------------------------------------|
 CG1186| PID    Reference Object                     Distance      Geod. Az  |
 CG1186|                                                           dddmmss.s |
 CG1186| CS6148 RAFAEL RM 1                           9.336 METERS 10434     |
 CG1186| CS6149 RAFAEL RM 2                           8.838 METERS 28437     |
 CG1186|---------------------------------------------------------------------|
 CG1186
 CG1186                          SUPERSEDED SURVEY CONTROL
 CG1186
 CG1186  NAD 83(1986)-  31 32 56.96185(N)    110 06 17.27827(W) AD(       ) 2
 CG1186  NGVD 29 (06/28/91) 1296.3    (m)         4253.     (f) VERT ANG    3  
 CG1186
 CG1186.Superseded values are not recommended for survey control.
 CG1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1186.See file dsdata.txt to determine how the superseded data were derived.
 CG1186
 CG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8496990812(NAD 83)
 CG1186_MARKER: DS = TRIANGULATION STATION DISK
 CG1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1186+STABILITY: SURFACE MOTION
 CG1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1186+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 CG1186
 CG1186  HISTORY     - Date     Condition        Report By
 CG1186  HISTORY     - 1986     MONUMENTED       AZDT
 CG1186  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CG1186  HISTORY     - 20020410 GOOD             INDIV
 CG1186
 CG1186                          STATION DESCRIPTION
 CG1186
 CG1186'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1186'THE STATION IS LOCATED 10 MILES EAST OF SIERRA VISTA ALONG THE NORTH
 CG1186'SIDE OF STATE ROUTE 90 AT MILE POST 330.8.
 CG1186'
 CG1186'THE STATION MARK IS AN AZDT DISK STAMPED---RAFAEL 1986---.  IT IS SET
 CG1186'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 98 FEET NORTH OF THE
 CG1186'CENTER LINE OF STATE ROUTE 90 AND 4 FEET EAST OF THE RIGHT OF WAY
 CG1186'FENCE.
 CG1186'
 CG1186'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RAFAEL RM 1 1986---.  IT IS
 CG1186'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTH OF THE
 CG1186'RIGHT OF WAY FENCE.
 CG1186'
 CG1186'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RAFAEL RM 2 1986---.  IT IS
 CG1186'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTH OF THE
 CG1186'RIGHT OF WAY FENCE.
 CG1186'
 CG1186'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1186'ALONG FRY BLVD FOR 1 MILE TO STATE ROUTES 90 AND 92.  TRAVEL EAST
 CG1186'ALONG STATE ROUTE 90 FOR 9.9 MILES TO THE STATION ON THE LEFT ON TOP
 CG1186'OF A CUT BANK.
 CG1186
 CG1186                          STATION RECOVERY (1998)
 CG1186
 CG1186'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1186'MARK NOT FOUND.
 CG1186
 CG1186                          STATION RECOVERY (2002)
 CG1186
 CG1186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG1186'RECOVERED AS DESCRIBED.  ALSO FOUND RM 2.  RM 1 WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0875 ***********************************************************************
 ET0875  DESIGNATION -  RAFTER
 ET0875  PID         -  ET0875
 ET0875  STATE/COUNTY-  AZ/YAVAPAI
 ET0875  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0875
 ET0875                         *CURRENT SURVEY CONTROL
 ET0875  ___________________________________________________________________
 ET0875* NAD 83(1992)-  34 33 53.45320(N)    112 15 48.80893(W)     ADJUSTED  
 ET0875* NAVD 88     -      1443.21   (+/-2cm)    4734.9    (feet)  VERTCON   
 ET0875  ___________________________________________________________________
 ET0875  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 ET0875  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 ET0875  HORZ ORDER  -  SECOND
 ET0875  VERT ORDER  -  THIRD ? (See Below)
 ET0875
 ET0875.The horizontal coordinates were established by classical geodetic methods
 ET0875.and adjusted by the National Geodetic Survey in August 1993.
 ET0875
 ET0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0875.The vertical order pertains to the NGVD 29 superseded value.
 ET0875
 ET0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0875
 ET0875.The geoid height was determined by GEOID03.
 ET0875
 ET0875;                    North         East     Units Scale Factor Converg.
 ET0875;SPC AZ C     -   395,359.441   181,529.306   MT  0.99991248   -0 11 48.5
 ET0875;SPC AZ C     - 1,297,111.03    595,568.59   iFT  0.99991248   -0 11 48.5
 ET0875;UTM  12      - 3,825,513.301   384,087.791   MT  0.99976560   -0 43 01.0
 ET0875
 ET0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0875!SPC AZ C     -   0.99977759  x   0.99991248  =   0.99969009
 ET0875!UTM  12      -   0.99977759  x   0.99976560  =   0.99954325
 ET0875
 ET0875|---------------------------------------------------------------------|
 ET0875| PID    Reference Object                     Distance      Geod. Az  |
 ET0875|                                                           dddmmss.s |
 ET0875| CH3144 ROUTE 69 MP 283.80                   11.447 METERS 08438     |
 ET0875| ET0876 CLIPPER                             APPROX. 4.3 KM 2964027.2 |
 ET0875| CH3145 RAFTER RM 2                          10.602 METERS 30358     |
 ET0875|---------------------------------------------------------------------|
 ET0875
 ET0875                          SUPERSEDED SURVEY CONTROL
 ET0875
 ET0875  NAD 83(1986)-  34 33 53.44967(N)    112 15 48.80684(W) AD(       ) 2
 ET0875  NAD 27      -  34 33 53.35862(N)    112 15 46.21849(W) AD(       ) 2
 ET0875  NGVD 29 (07/19/86) 1442.40   (m)         4732.3    (f) LEVELING    3  
 ET0875
 ET0875.Superseded values are not recommended for survey control.
 ET0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0875.See file dsdata.txt to determine how the superseded data were derived.
 ET0875
 ET0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8408825513(NAD 83)
 ET0875_MARKER: DD = SURVEY DISK
 ET0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0875+STABILITY: SURFACE MOTION
 ET0875
 ET0875  HISTORY     - Date     Condition        Report By
 ET0875  HISTORY     - 1980     MONUMENTED       AZDT
 ET0875  HISTORY     - 19971112 GOOD             USPSQD
 ET0875  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0875
 ET0875                          STATION DESCRIPTION
 ET0875
 ET0875'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0875'THE STATION IS LOCATED 12 MILES EAST OF PRESCOTT, 2.7 MILES NORTHWEST
 ET0875'OF DEWEY AND ALONG THE NORTH SIDE OF ARIZONA HIGHWAY 69.
 ET0875'
 ET0875'THE STATION MARK IS AN ADOT DISK STAMPED RAFTER 1980.  IT IS SET IN
 ET0875'TOP OF A CONCRETE MONUMENT 4.7 FEET NORTHWEST OF THE WITNESS POST.
 ET0875'
 ET0875'REFERENCE MARK 1 IS AN AHD DISK STAMPED 1345 MP 283.80 1973.  IT IS
 ET0875'SET IN A DRILL HOLE IN ROCK.
 ET0875'
 ET0875'REFERENCE MARK 2 IS ADOT DISK STAMPED RAFTER RM 2 1980.  IT IS SET IN
 ET0875'TOP OF A CONCRETE MONUMENT.
 ET0875'
 ET0875'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY TRAVEL WEST ALONG
 ET0875'ARIZONA HIGHWAY 69 FOR 2.85 MILES TO THE STATION ON THE RIGHT.  THE
 ET0875'STATION IS ON TOP OF A 18 FOOT CUTBANK.
 ET0875
 ET0875                          STATION RECOVERY (1997)
 ET0875
 ET0875'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0875'RECOVERED IN GOOD CONDITION.
 ET0875
 ET0875                          STATION RECOVERY (2004)
 ET0875
 ET0875'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0875'MARK NOT FOUND. WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1944 ***********************************************************************
 DU1944  DESIGNATION -  RAGGED
 DU1944  PID         -  DU1944
 DU1944  STATE/COUNTY-  AZ/GILA
 DU1944  USGS QUAD   -  CARRIZO (1978)
 DU1944
 DU1944                         *CURRENT SURVEY CONTROL
 DU1944  ___________________________________________________________________
 DU1944* NAD 83(1992)-  33 52 40.42335(N)    110 20 40.15590(W)     ADJUSTED  
 DU1944* NAVD 88     -      1906.0    (meters)    6253.     (feet)  VERTCON   
 DU1944  ___________________________________________________________________
 DU1944  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DU1944  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 DU1944  HORZ ORDER  -  SECOND
 DU1944
 DU1944.The horizontal coordinates were established by classical geodetic methods
 DU1944.and adjusted by the National Geodetic Survey in August 1993.
 DU1944
 DU1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1944
 DU1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1944
 DU1944.The geoid height was determined by GEOID03.
 DU1944
 DU1944;                    North         East     Units Scale Factor Converg.
 DU1944;SPC AZ E     -   319,125.432   196,910.204   MT  0.99990333   -0 05 56.8
 DU1944;SPC AZ E     - 1,046,999.45    646,030.85   iFT  0.99990333   -0 05 56.8
 DU1944;UTM  12      - 3,748,810.705   560,622.118   MT  0.99964530   +0 21 55.5
 DU1944
 DU1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1944!SPC AZ E     -   0.99970479  x   0.99990333  =   0.99960815
 DU1944!UTM  12      -   0.99970479  x   0.99964530  =   0.99935019
 DU1944
 DU1944|---------------------------------------------------------------------|
 DU1944| PID    Reference Object                     Distance      Geod. Az  |
 DU1944|                                                           dddmmss.s |
 DU1944| CD2562 RAGGED RM 1                           7.159 METERS 21126     |
 DU1944| CD2561 RAGGED AZ MK                                       2190710.3 |
 DU1944| CD2563 RAGGED RM 2                           9.915 METERS 28330     |
 DU1944|---------------------------------------------------------------------|
 DU1944
 DU1944                          SUPERSEDED SURVEY CONTROL
 DU1944
 DU1944  NAD 83(1986)-  33 52 40.41811(N)    110 20 40.15770(W) AD(       ) 2
 DU1944  NAD 27      -  33 52 40.23540(N)    110 20 37.77740(W) AD(       ) 2
 DU1944  NGVD 29 (07/19/86) 1905.3    (m)         6251.     (f) VERT ANG    3  
 DU1944
 DU1944.Superseded values are not recommended for survey control.
 DU1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1944.See file dsdata.txt to determine how the superseded data were derived.
 DU1944
 DU1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC6062248811(NAD 83)
 DU1944_MARKER: DS = TRIANGULATION STATION DISK
 DU1944_SETTING: 80 = SET IN A BOULDER
 DU1944_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1944
 DU1944  HISTORY     - Date     Condition        Report By
 DU1944  HISTORY     - 1958     MONUMENTED       CGS
 DU1944  HISTORY     - 1960     GOOD             USGS
 DU1944  HISTORY     - 1967     GOOD             AMS
 DU1944
 DU1944                          STATION DESCRIPTION
 DU1944
 DU1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1944'THE STATION IS LOCATED ON A HIGH POINT IN THE RAGGED MOUNTAINS NEAR
 DU1944'THE EAST EDGE OF A RIDGE THAT DROPS OFF SHARPLY TO THE EAST,
 DU1944'ABOUT 14 MILES SOUTHEAST OF CIBECUE, 13 MILES NORTHEAST OF SENECA
 DU1944'AND 9 MILES SOUTH-SOUTHWEST OF CARRIZO TRADING POST.  IT IS A
 DU1944'STANDARD DISK, STAMPED RAGGED 1958, CEMENTED IN A DRILL HOLE IN A
 DU1944'LARGE BOULDER THAT PROJECTS 12 INCHES.  THE MARK IS 8 FEET EAST
 DU1944'OF A CAIRN.
 DU1944'
 DU1944'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 DU1944'A LARGE BOULDER THAT PROJECTS 12 INCHES.  THE MARK IS STAMPED
 DU1944'RAGGED NO 1 1958 AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 DU1944'STATION.
 DU1944'
 DU1944'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 DU1944'LARGE BOULDER THAT PROJECTS 16 INCHES.  THE MARK IS STAMPED
 DU1944'RAGGED NO 2 1958 AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DU1944'
 DU1944'THE AZIMUTH MARK IS LOCATED ON A SADDLE AT THE WEST BASE OF A
 DU1944'STEEP SLOPE.  IT IS A STANDARD DISK, STAMPED RAGGED 1958,
 DU1944'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 12
 DU1944'INCHES.  IT IS 1 FOOT NORTHWEST OF A CAIRN.
 DU1944'
 DU1944'TO REACH THE STATION FROM THE CARRIZO TRADING POST, WHICH IS 24.9
 DU1944'MILES SOUTHWEST OF SHOW LOW, GO SOUTHWEST ON U.S. HIGHWAY 60 FOR
 DU1944'10.8 MILES TO A WIRE GATE AND DIM BLADED ROAD LEFT JUST BEFORE
 DU1944'REACHING A BRIDGE, TURN LEFT AND FOLLOW ROAD 2.05 MILES TO A FORK,
 DU1944'TAKE RIGHT FORK AND CONTINUE UPHILL ON DIM GRADED ROAD FOR 2.0
 DU1944'MILES TO A DIM TRAIL LEFT AND A 12-INCH JUNIPER TREE WITH A
 DU1944'TRIANGULAR BLAZE AT THE END OF TRUCK TRAVEL.  HERE, PACK
 DU1944'NORTHEASTERLY UP DIM TRAIL PAST A CONCRETE STOCK TANK TO THE TOP OF
 DU1944'RIDGE, THEN BEAR RIGHT TOWARD A STEEP HILL FOR ABOUT 200 YARDS
 DU1944'TO THE AZIMUTH MARK AS DESCRIBED.  CONTINUE EASTERLY AROUND
 DU1944'NORTH EDGE OF STEEP HILL OVER ONE RIDGE TO A SADDLE IN THE
 DU1944'SECOND RIDGE, WHICH HAS A FENCE ON IT, THEN BEAR LEFT AND PACK
 DU1944'PARALLEL TO FENCE TO HIGHEST POINT AND STATION AS DESCRIBED.
 DU1944'
 DU1944'THIS STATION IS ABOUT 1-1/2 HOUR PACK.
 DU1944
 DU1944                          STATION RECOVERY (1960)
 DU1944
 DU1944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DU1944'RECOVERED IN GOOD CONDITION.
 DU1944
 DU1944                          STATION RECOVERY (1967)
 DU1944
 DU1944'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1944'STATION RAGGED IS LOCATED APPROXIMATELY 11.0 AIRMILES (NE) OF SALT
 DU1944'RIVER BRIDGE ON HWY U.S. 60 AND 43.0 AIRMILES (NE) OF GLOBE,
 DU1944'ARIZONA.
 DU1944'
 DU1944'TO REACH FROM SALT RIVER BRIDGE ON HWY U.S. 60 GO (N) ON U.S. HWY
 DU1944'60 FOR 13.8 MI TO A JCT WITH A DIRT ROAD ON THE RIGHT (E), TURN
 DU1944'RIGHT (E), PASS THROUGH WIRE GATE AND CONTINUE FOR 0.6 MI TO A FORK,
 DU1944'TURN LEFT (SE) AND DRIVE 2.3 MI TO JCT WITH DIRT ROAD ON RIGHT
 DU1944'(S), TURN RIGHT (S) AND CONTINUE FOR 0.5 MI TO A CATTLE TANK
 DU1944'AND END OF JEEP TRAVEL.  LEAVE VEHICLE AND PACK IN A WESTERLY
 DU1944'DIRECTION FOR APPROXIMATELY 0.6 MI TO STATION SITE.  PACK TIME
 DU1944'WITH A HEAVY LOAD IS 1 HOUR.
 DU1944'
 DU1944'THE STATION SITE IS THE HIGHEST POINT IN THE RAGGED MOUNTAINS
 DU1944'NEAR THE (E) EDGE OF A RIDGE THAT DROPS OFF SHARPLY TO THE EAST.
 DU1944'
 DU1944'THE STATION MARK IS A STANDARD USC AND GS BRONZE DISK STAMPED
 DU1944'RAGGED 1958.  IT IS CEMENTED IN A LARGE BOULDER PROJECTING 12 IN.
 DU1944'
 DU1944'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A BOULDER
 DU1944'PROJECTING 12 IN AND STAMPED RAGGED NO 1 1958.  FROM THE STATION
 DU1944'IT IS (SW) ON A MAG AZ OF 211 DEG AT A DISTANCE OF 7.20M AND A
 DU1944'DE OF -0.5 FT.
 DU1944'
 DU1944'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A LARGE
 DU1944'BOULDER PROJECTING 16 IN AND STAMPED RAGGED NO 2 1958.  FROM THE
 DU1944'STATION IT IS (NW) ON A MAG AZ OF 282 DEG AT A DISTANCE OF 9.03M
 DU1944'AND AN ELEVATION EQUAL TO STATION.
 DU1944'
 DU1944'CONDITION OF ALL MARKS IS EXCELLENT.
 DU1944'
 DU1944'THE VIEW FROM THE STATION IS CLEAR IN ALL DIRECTIONS EXCEPT
 DU1944'FROM MAG AZ 310 DEG TO 355 DEG.  THIS AREA IS BLOCKED BY A N-S
 DU1944'RIDGE ADJACENT TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0281 ***********************************************************************
 FQ0281  DESIGNATION -  RAIL
 FQ0281  PID         -  FQ0281
 FQ0281  STATE/COUNTY-  AZ/COCONINO
 FQ0281  USGS QUAD   -  PARKS (1974)
 FQ0281
 FQ0281                         *CURRENT SURVEY CONTROL
 FQ0281  ___________________________________________________________________
 FQ0281* NAD 83(1992)-  35 15 19.00877(N)    111 55 26.54737(W)     ADJUSTED  
 FQ0281* NAVD 88     -      2174.949  (meters)    7135.65   (feet)  ADJUSTED  
 FQ0281  ___________________________________________________________________
 FQ0281  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 FQ0281  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0281  DYNAMIC HT  -        2171.845 (meters)    7125.46  (feet)  COMP
 FQ0281  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 FQ0281
 FQ0281  HORZ ORDER  -  THIRD
 FQ0281  VERT ORDER  -  SECOND    CLASS 0
 FQ0281
 FQ0281.The horizontal coordinates were established by classical geodetic methods
 FQ0281.and adjusted by the National Geodetic Survey in August 1993.
 FQ0281
 FQ0281.The orthometric height was determined by differential leveling
 FQ0281.and adjusted in June 1991.
 FQ0281
 FQ0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0281
 FQ0281.The geoid height was determined by GEOID03.
 FQ0281
 FQ0281.The dynamic height is computed by dividing the NAVD 88
 FQ0281.geopotential number by the normal gravity value computed on the
 FQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0281.degrees latitude (g = 980.6199 gals.).
 FQ0281
 FQ0281.The modeled gravity was interpolated from observed gravity values.
 FQ0281
 FQ0281;                    North         East     Units Scale Factor Converg.
 FQ0281;SPC AZ C     -   471,892.940   212,688.981   MT  0.99990001   -0 00 15.3
 FQ0281;SPC AZ C     - 1,548,205.18    697,798.49   iFT  0.99990001   -0 00 15.3
 FQ0281;UTM  12      - 3,901,744.545   415,941.222   MT  0.99968708   -0 32 00.3
 FQ0281
 FQ0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0281!SPC AZ C     -   0.99966237  x   0.99990001  =   0.99956241
 FQ0281!UTM  12      -   0.99966237  x   0.99968708  =   0.99934955
 FQ0281
 FQ0281:                Primary Azimuth Mark                     Grid Az
 FQ0281:SPC AZ C     -  FORTYNINE                                068 19 07.3
 FQ0281:UTM  12      -  FORTYNINE                                068 50 52.3
 FQ0281
 FQ0281|---------------------------------------------------------------------|
 FQ0281| PID    Reference Object                     Distance      Geod. Az  |
 FQ0281|                                                           dddmmss.s |
 FQ0281| FQ0683 FORTYNINE                           APPROX. 2.9 KM 0681852.0 |
 FQ0281| FQ0283 RAIL RM 1                             4.959 METERS 08552     |
 FQ0281| FQ0282 RAIL RM 2                             5.592 METERS 26409     |
 FQ0281|---------------------------------------------------------------------|
 FQ0281
 FQ0281                          SUPERSEDED SURVEY CONTROL
 FQ0281
 FQ0281  NAD 83(1986)-  35 15 19.00627(N)    111 55 26.54381(W) AD(       ) 3
 FQ0281  NAD 27      -  35 15 18.96840(N)    111 55 23.95470(W) AD(       ) 3
 FQ0281  NGVD 29 (??/??/92) 2173.909  (m)         7132.23   (f) ADJ UNCH    2 0
 FQ0281
 FQ0281.Superseded values are not recommended for survey control.
 FQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0281.See file dsdata.txt to determine how the superseded data were derived.
 FQ0281
 FQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1594101745(NAD 83)
 FQ0281_MARKER: DS = TRIANGULATION STATION DISK
 FQ0281_SETTING: 80 = SET IN A BOULDER
 FQ0281_SP_SET: BOULDER
 FQ0281_STAMPING: RAIL 1958
 FQ0281_MARK LOGO: CGS   
 FQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0281+STABILITY: SURFACE MOTION
 FQ0281
 FQ0281  HISTORY     - Date     Condition        Report By
 FQ0281  HISTORY     - 1958     MONUMENTED       CGS
 FQ0281  HISTORY     - 1958     GOOD             CGS
 FQ0281  HISTORY     - 1982     GOOD             NGS
 FQ0281
 FQ0281                          STATION DESCRIPTION
 FQ0281
 FQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0281'THE STATION IS ABOUT 16 MILES WEST OF FLAGSTAFF AND 1.2 MILES
 FQ0281'EAST OF PARKS.  IT IS SOUTH OF U.S. HIGHWAY 66 AND 89, ON
 FQ0281'THE NORTH SIDE OF THE SANTA FE RAILROAD TRACKS AND ON THE
 FQ0281'RAILROAD RIGHT-OF-WAY.
 FQ0281'
 FQ0281'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0281'FLAGSTAFF, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 16.5 MILES TO A
 FQ0281'SMALL GRAVELED PARKWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 FQ0281'A TRACK ROAD, AT THE EAST END OF THE PARKWAY, FOR ABOUT 100
 FQ0281'FEET.  TURN SHARP RIGHT ON A DIM TRACK ROAD AND GO WEST ABOUT
 FQ0281'200 YARDS TO THE STATION ON THE LEFT, SOUTH.
 FQ0281'
 FQ0281'THE STATION IS A STANDARD DISK, STAMPED RAIL 1958, CEMENTED
 FQ0281'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS
 FQ0281'30 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND WITNESS POST SIGN,
 FQ0281'25 FEET EAST OF A SQUARE TELEPHONE POLE WITH THREE NOTCHES
 FQ0281'CUT IN IT AND 16 FEET NORTH OF THE NORTH EDGE OF A ROCK CUT
 FQ0281'FOR THE RAILROAD TRACKS.
 FQ0281'
 FQ0281'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RAIL NO 1 1958,
 FQ0281'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.
 FQ0281'IT IS 34 FEET SOUTHEAST OF A WITNESS SIGN POST, 30 FEET SOUTH
 FQ0281'OF THE RIGHT-OF-WAY FENCE AND 17 FEET NORTH OF THE NORTH
 FQ0281'EDGE OF A ROCK CUT.
 FQ0281'
 FQ0281'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RAIL NO 2 1958,
 FQ0281'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 FQ0281'IT IS 31 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 14 FEET NORTH
 FQ0281'OF THE NORTH EDGE OF A ROCK CUT AND 7 FEET EAST OF A SQUARE
 FQ0281'TELEPHONE POLE WITH THREE NOTCHES CUT IN IT.
 FQ0281
 FQ0281                          STATION RECOVERY (1958)
 FQ0281
 FQ0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0281'16.0 MI E FROM WILLIAMS.
 FQ0281'15.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0281'WILLIAMS, OR 16.5 MILES WEST ALONG HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0281'RAILROAD DEPOT IN FLAGSTAFF, TO A SMALL GRAVELED PARKWAY SOUTH, GO
 FQ0281'SOUTH ON A TRACK ROAD, AT THE EAST END OF THE PARKWAY, FOR ABOUT 100
 FQ0281'FEET, TURN SHARP RIGHT ON A DIM TRACK ROAD AND GO WEST ABOUT 200
 FQ0281'YARDS, 30 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND WITNESS POST, 25
 FQ0281'FEET EAST OF A SQUARE TELEPHONE POLE WITH THREE NOTCHES CUT IN IT, 16
 FQ0281'FEET NORTH OF THE NORTH EDGE OF A ROCK CUT FOR THE RAILROAD TRACKS AND
 FQ0281'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 FQ0281
 FQ0281                          STATION RECOVERY (1982)
 FQ0281
 FQ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2207 ***********************************************************************
 DV2207  DESIGNATION -  RAIL
 DV2207  PID         -  DV2207
 DV2207  STATE/COUNTY-  AZ/MARICOPA
 DV2207  USGS QUAD   -  VULTURE PEAK (1990)
 DV2207
 DV2207                         *CURRENT SURVEY CONTROL
 DV2207  ___________________________________________________________________
 DV2207* NAD 83(1992)-  33 59 59.67252(N)    112 48 36.95631(W)     ADJUSTED  
 DV2207* NAVD 88     -       717.2    (meters)    2353.     (feet)  VERTCON   
 DV2207  ___________________________________________________________________
 DV2207  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DV2207  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DV2207  HORZ ORDER  -  SECOND
 DV2207
 DV2207.The horizontal coordinates were established by classical geodetic methods
 DV2207.and adjusted by the National Geodetic Survey in August 1993.
 DV2207
 DV2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2207
 DV2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2207
 DV2207.The geoid height was determined by GEOID03.
 DV2207
 DV2207;                    North         East     Units Scale Factor Converg.
 DV2207;SPC AZ C     -   333,003.741   130,811.953   MT  0.99998397   -0 29 59.0
 DV2207;SPC AZ C     - 1,092,531.96    429,173.07   iFT  0.99998397   -0 29 59.0
 DV2207;UTM  12      - 3,763,623.072   332,815.208   MT  0.99994456   -1 00 45.1
 DV2207
 DV2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2207!SPC AZ C     -   0.99989204  x   0.99998397  =   0.99987602
 DV2207!UTM  12      -   0.99989204  x   0.99994456  =   0.99983661
 DV2207
 DV2207:                Primary Azimuth Mark                     Grid Az
 DV2207:SPC AZ C     -  CITRUS                                   269 59 47.4
 DV2207:UTM  12      -  CITRUS                                   270 30 33.5
 DV2207
 DV2207|---------------------------------------------------------------------|
 DV2207| PID    Reference Object                     Distance      Geod. Az  |
 DV2207|                                                           dddmmss.s |
 DV2207| DV2210 CITRUS                              APPROX. 1.6 KM 2692948.4 |
 DV2207|---------------------------------------------------------------------|
 DV2207
 DV2207                          SUPERSEDED SURVEY CONTROL
 DV2207
 DV2207  NAD 83(1986)-  33 59 59.67117(N)    112 48 36.95915(W) AD(       ) 2
 DV2207  NAD 83(1986)-  33 59 59.67176(N)    112 48 36.95541(W) AD(       ) 2
 DV2207  NAD 27      -  33 59 59.56900(N)    112 48 34.31200(W) AD(       ) 2
 DV2207  NGVD 29 (11/27/91)  716.5    (m)         2351.     (f) VERT ANG    3  
 DV2207
 DV2207.Superseded values are not recommended for survey control.
 DV2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2207.See file dsdata.txt to determine how the superseded data were derived.
 DV2207
 DV2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3281563623(NAD 83)
 DV2207_MARKER: DS = TRIANGULATION STATION DISK
 DV2207_SETTING: 80 = SET IN A BOULDER
 DV2207_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV2207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2207+STABILITY: POSITION/ELEVATION WELL
 DV2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2207+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 DV2207
 DV2207  HISTORY     - Date     Condition        Report By
 DV2207  HISTORY     - 1924     MONUMENTED       CGS
 DV2207  HISTORY     - 1966     GOOD             CGS
 DV2207  HISTORY     - 1975     GOOD             USE
 DV2207  HISTORY     - 1985     GOOD             AZDT
 DV2207  HISTORY     - 20080526 GOOD             GEOCAC
 DV2207
 DV2207                          STATION DESCRIPTION
 DV2207
 DV2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2207'ABOUT 3 MILES NORTHWEST OF WICKENBURG, ONE-HALF MILE NORTH
 DV2207'OF A. AND C. JUNCTION, AND NEAR THE NORTH END OF THE JUNCTION
 DV2207'SIDING ON A LOW HILL JUST EAST OF THE TRACK LEADING TO PRESCOTT.
 DV2207'MARKED BY A STANDARD BRONZE DISK.
 DV2207
 DV2207                          STATION RECOVERY (1966)
 DV2207
 DV2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DV2207'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND
 DV2207'IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 DV2207'FOLLOWS.
 DV2207'
 DV2207'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DV2207'60,70,89 AND 93 IN WICKENBURG, GO NORTHWEST ON U.S. HIGHWAY
 DV2207'89 AND 93 FOR 6.5 MILES TO A GRAVELED SIDE ROAD, LEFT AT
 DV2207'THE JUNCTION OF U.S. HIGHWAYS 89 AND 93.  TURN LEFT OFF THE
 DV2207'HIGHWAY ONTO THE GRAVELED SIDE ROAD AND GO WEST FOR 0.15
 DV2207'MILE.  TAKE THE RIGHT FORK AND CONTINUE WEST FOR 0.4 MILE.
 DV2207'CROSS OVER THE RAILROAD TRACKS AND CONTINUE WEST FOR 0.05
 DV2207'MILE.  TAKE THE LEFT FORK AND GO SOUTH ALONG THE WEST SIDE
 DV2207'OF THE TRACKS, FOLLOWING THE DIRT ROAD FOR 0.6 MILE TO A
 DV2207'METAL CABIN AT THE SOUTHEAST END OF A SMALL AIRSTRIP.
 DV2207'CONTINUE SOUTH ON THE DIRT ROAD FOR 0.2 MILE.  PASS
 DV2207'THROUGH THE GATE AND FOLLOW THE TRACK ROAD SOUTH ACROSS A
 DV2207'WIDE SANDY WASH AND ON SOUTH ON THE DIRT ROAD FOR 1.1
 DV2207'MILES.  TURN LEFT OFF THE TRACK ROAD AND GO EAST CROSS
 DV2207'COUNTRY, DOWN INTO A RAVINE, THEN TO THE TOP OF A SMALL
 DV2207'NORTH-SOUTH RIDGE AND THE STATION.  FROM THE TRACK ROAD TO
 DV2207'THE STATION IS ABOUT 0.2 MILE.  THE STATION IS ALSO ABOUT
 DV2207'0.15 MILE SOUTH OF A ROCKY BLACK HILL WHICH IS ABOUT 100
 DV2207'FEET HIGHER THAN THE STATION RIDGE.  THIS STATION WAS
 DV2207'OCCUPIED BY ASTRO PARTY G-47.
 DV2207
 DV2207                          STATION RECOVERY (1975)
 DV2207
 DV2207'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 DV2207'RAIL 1924-GOOD.
 DV2207
 DV2207                          STATION RECOVERY (1985)
 DV2207
 DV2207'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2207'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 57 FEET SOUTHWEST
 DV2207'OF THE CENTER OF A DIRT ROAD. 20 FEET NORTHWEST OF A FENCE LINE AND
 DV2207'20 FEET WEST OF COUNTY LINE MONUMENT NUMBER 9.  A NEW ROUTE TO THE
 DV2207'STATION FOLLOWS.
 DV2207'
 DV2207'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 89 AND 93
 DV2207'IN WICKENBURG TRAVEL NORTHWEST ALONG U.S. HIGHWAYS 89 AND 93 FOR 4.5
 DV2207'MILES TO A GRADED ROAD ON THE LEFT AT SIGN RANCHO CASITTAS GUEST
 DV2207'RANCH.  TURN LEFT AND TRAVEL SOUTHWEST FOR 0.7 MILE TO A SIDE ROAD ON
 DV2207'THE RIGHT.  TURN RIGHT AND TRAVEL WEST FOR 0.25 MILE TO A FORK AT THE
 DV2207'CREST OF A RIDGE.  TAKE THE LEFT FORK WEST FOR 0.85 MILE TO A RAILROAD
 DV2207'CROSSING, CONTINUE AHEAD UP HILL FOR ABOUT 300 FEET TO THE STATION ON
 DV2207'THE LEFT.
 DV2207
 DV2207                          STATION RECOVERY (2008)
 DV2207
 DV2207'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2207'RECOVERED AS DESCRIBED, IN GOOD CONDITION. APPROACH WAS SIMILAR TO THE
 DV2207'1985 RECOVERY NOTE, WITH THE EXCEPTION THAT THE ROAD WEST APPROACHING
 DV2207'THE RAILROAD CROSSING HAS BEEN GATED OFF APPROXIMATELY .25 MILES FROM
 DV2207'THE MARK. FOOT TRAFFIC IS ALLOWED, BUT VEHICULAR TRAFFIC WILL REQUIRE
 DV2207'SPECIAL PERMISSION FROM THE PROPERTY OWNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0935 ***********************************************************************
 ES0935  DESIGNATION -  RAIL
 ES0935  PID         -  ES0935
 ES0935  STATE/COUNTY-  AZ/NAVAJO
 ES0935  USGS QUAD   -  PORTER CANYON (1986)
 ES0935
 ES0935                         *CURRENT SURVEY CONTROL
 ES0935  ___________________________________________________________________
 ES0935* NAD 83(1992)-  34 51 28.71541(N)    110 10 07.92961(W)     ADJUSTED  
 ES0935* NAVD 88     -      1610.05   (+/-2cm)    5282.3    (feet)  VERTCON   
 ES0935  ___________________________________________________________________
 ES0935  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ES0935  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0935  HORZ ORDER  -  SECOND
 ES0935  VERT ORDER  -  THIRD ? (See Below)
 ES0935
 ES0935.The horizontal coordinates were established by classical geodetic methods
 ES0935.and adjusted by the National Geodetic Survey in August 1993.
 ES0935
 ES0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0935.The vertical order pertains to the NGVD 29 superseded value.
 ES0935
 ES0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0935
 ES0935.The geoid height was determined by GEOID03.
 ES0935
 ES0935;                    North         East     Units Scale Factor Converg.
 ES0935;SPC AZ E     -   427,819.810   213,158.596   MT  0.99990000   -0 00 04.5
 ES0935;SPC AZ E     - 1,403,608.30    699,339.23   iFT  0.99990000   -0 00 04.5
 ES0935;UTM  12      - 3,857,608.338   575,973.790   MT  0.99967114   +0 28 30.2
 ES0935
 ES0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0935!SPC AZ E     -   0.99975115  x   0.99990000  =   0.99965118
 ES0935!UTM  12      -   0.99975115  x   0.99967114  =   0.99942237
 ES0935
 ES0935|---------------------------------------------------------------------|
 ES0935| PID    Reference Object                     Distance      Geod. Az  |
 ES0935|                                                           dddmmss.s |
 ES0935| DZ1424 RAIL RM 1                            12.289 METERS 04142     |
 ES0935| ES1045 HOLBROOK                            APPROX. 1.2 KM 1634527.0 |
 ES0935| DZ1423 RAIL RM 2                            10.195 METERS 22150     |
 ES0935|---------------------------------------------------------------------|
 ES0935
 ES0935                          SUPERSEDED SURVEY CONTROL
 ES0935
 ES0935  NAD 83(1986)-  34 51 28.70829(N)    110 10 07.93227(W) AD(       ) 2
 ES0935  NGVD 29 (08/03/87) 1609.22   (m)         5279.6    (f) LEVELING    3  
 ES0935
 ES0935.Superseded values are not recommended for survey control.
 ES0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0935.See file dsdata.txt to determine how the superseded data were derived.
 ES0935
 ES0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7597457608(NAD 83)
 ES0935_MARKER: DS = TRIANGULATION STATION DISK
 ES0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0935+STABILITY: SURFACE MOTION
 ES0935
 ES0935  HISTORY     - Date     Condition        Report By
 ES0935  HISTORY     - 1983     MONUMENTED       AZDT
 ES0935
 ES0935                          STATION DESCRIPTION
 ES0935
 ES0935'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0935'THE STATION IS LOCATED 3 MILES AIRLINE SOUTHWEST OF HOLBROOK ALONG
 ES0935'STATE ROUTE 377.
 ES0935'
 ES0935'THE STATION MARK IS AN AZDT DISK STAMPED---RAIL 1983---.  IT IS SET IN
 ES0935'TOP OF A 10 INCH CONCRETE MONUMENT 94 FEET NORTHWEST OF THE CENTERLINE
 ES0935'OF THE HIGHWAY AND 4 FEET SOUTHEAST OF THE WITNESS POST AND SIGN.
 ES0935'
 ES0935'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RAIL RM 1 1983---.  IT IS
 ES0935'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0935'
 ES0935'REFERENCE MARK 2 IS AN AHD CAP STAMPED---P AND M 1251-1---.  IT IS SET
 ES0935'IN TOP OF A CONCRETE MONUMENT.
 ES0935'
 ES0935'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST 0.1
 ES0935'MILE ALONG HOPI DRIVE TO A TRAFFIC LIGHT.  TURN LEFT ALONG STATE ROUTE
 ES0935'77 FOR 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT ALONG S.R. 377 FOR
 ES0935'0.85 MILE TO THE STATION ON THE RIGHT ON THE FIRST HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1154 ***********************************************************************
 CG1154  DESIGNATION -  RAIL
 CG1154  PID         -  CG1154
 CG1154  STATE/COUNTY-  AZ/PIMA
 CG1154  USGS QUAD   -  SAHUARITA (1981)
 CG1154
 CG1154                         *CURRENT SURVEY CONTROL
 CG1154  ___________________________________________________________________
 CG1154* NAD 83(2007)-  31 57 26.37451(N)    110 57 20.94285(W)     NO CHECK  
 CG1154* NAVD 88     -       824.8    (meters)    2706.     (feet)  VERTCON   
 CG1154  ___________________________________________________________________
 CG1154  EPOCH DATE  -        2007.00
 CG1154  X           -  -1,937,464.306 (meters)                     COMP
 CG1154  Y           -  -5,058,923.809 (meters)                     COMP
 CG1154  Z           -   3,356,838.488 (meters)                     COMP
 CG1154  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CG1154  ELLIP HEIGHT-         795.219 (meters)          (02/10/07) NO CHECK
 CG1154  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG1154
 CG1154  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1154  Type    PID    Designation                      North   East  Ellip
 CG1154  -------------------------------------------------------------------
 CG1154  NETWORK CG1154 RAIL                              1.10   1.08   4.96
 CG1154  -------------------------------------------------------------------
 CG1154
 CG1154.The horizontal coordinates were established by GPS observations
 CG1154.and adjusted by the National Geodetic Survey in February 2007.
 CG1154
 CG1154.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1154.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1154.No horizontal observational check was made to the station.
 CG1154.The horizontal coordinates are valid at the epoch date displayed above.
 CG1154.The epoch date for horizontal control is a decimal equivalence
 CG1154.of Year/Month/Day.
 CG1154
 CG1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1154
 CG1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1154
 CG1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1154
 CG1154.The ellipsoidal height was determined by GPS observations
 CG1154.and is referenced to NAD 83.
 CG1154
 CG1154.The geoid height was determined by GEOID03.
 CG1154
 CG1154;                    North         East     Units Scale Factor Converg.
 CG1154;SPC AZ C     -   106,538.683   304,188.490   MT  1.00000171   +0 30 31.0
 CG1154;SPC AZ C     -   349,536.36    997,993.73   iFT  1.00000171   +0 30 31.0
 CG1154;UTM  12      - 3,535,706.498   504,175.209   MT  0.99960021   +0 01 24.2
 CG1154
 CG1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1154!SPC AZ C     -   0.99987515  x   1.00000171  =   0.99987686
 CG1154!UTM  12      -   0.99987515  x   0.99960021  =   0.99947541
 CG1154
 CG1154                          SUPERSEDED SURVEY CONTROL
 CG1154
 CG1154  ELLIP H (06/11/02)  795.248  (m)                       GP(       ) 4 2
 CG1154  NAD 83(1992)-  31 57 26.37406(N)    110 57 20.94184(W) AD(       ) 1
 CG1154  ELLIP H (08/23/93)  795.325  (m)                       GP(       ) 4 2
 CG1154  NAD 83(1986)-  31 57 26.36906(N)    110 57 20.94077(W) AD(       ) 1
 CG1154  NGVD 29 (05/25/90)  824.1    (m)         2704.     (f) GPS OBS     3  
 CG1154
 CG1154.Superseded values are not recommended for survey control.
 CG1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1154.See file dsdata.txt to determine how the superseded data were derived.
 CG1154
 CG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0417535706(NAD 83)
 CG1154_MARKER: DS = TRIANGULATION STATION DISK
 CG1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1154_PROJECTION: FLUSH
 CG1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1154+STABILITY: SURFACE MOTION
 CG1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1154+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CG1154
 CG1154  HISTORY     - Date     Condition        Report By
 CG1154  HISTORY     - 1987     MONUMENTED       AZDT
 CG1154  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG1154
 CG1154                          STATION DESCRIPTION
 CG1154
 CG1154'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1154'THE STATION IS LOCATED IN SAHUARITA.  IT IS IN THE SOUTHEAST ANGLE OF
 CG1154'U.S. HIGHWAY 89 AND SAHUARITA ROAD.
 CG1154'THE STATION MARK IS AN AZDT DISK STAMPED---RAIL 1987---.  IT IS SET IN
 CG1154'TOP OF A 10 INCH CONCRETE MONUMENT.  96 FEET SOUTHEAST OF A RAILROAD
 CG1154'YARD ARM, 88 FEET WEST OF THE WEST RAIL OF THE MAIN TRACKS, 133 FEET
 CG1154'SOUTH OF THE CENTER LINE OF SAHUARITA ROAD, 96 FEET EAST OF THE CENTER
 CG1154'LINE OF U.S. 89 AND 3 FEET SOUTH OF THE WITNESS POST.
 CG1154'TO REACH THE STATION FROM THE POST OFFICE IN SAHUARITA, TRAVEL ABOUT
 CG1154'245 FEET NORTHEAST TO THE STATION.
 CG1154
 CG1154                          STATION RECOVERY (1995)
 CG1154
 CG1154'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0283 ***********************************************************************
 FQ0283  DESIGNATION -  RAIL RM 1
 FQ0283  PID         -  FQ0283
 FQ0283  STATE/COUNTY-  AZ/COCONINO
 FQ0283  USGS QUAD   -  PARKS (1974)
 FQ0283
 FQ0283                         *CURRENT SURVEY CONTROL
 FQ0283  ___________________________________________________________________
 FQ0283* NAD 83(1986)-  35 15 19.     (N)    111 55 27.     (W)     SCALED    
 FQ0283* NAVD 88     -      2174.799  (meters)    7135.15   (feet)  ADJUSTED  
 FQ0283  ___________________________________________________________________
 FQ0283  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0283  DYNAMIC HT  -        2171.694 (meters)    7124.97  (feet)  COMP
 FQ0283  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 FQ0283
 FQ0283  VERT ORDER  -  SECOND    CLASS 0
 FQ0283
 FQ0283.The horizontal coordinates were scaled from a topographic map and have
 FQ0283.an estimated accuracy of +/- 6 seconds.
 FQ0283
 FQ0283.The orthometric height was determined by differential leveling
 FQ0283.and adjusted in June 1991.
 FQ0283
 FQ0283.The geoid height was determined by GEOID03.
 FQ0283
 FQ0283.The dynamic height is computed by dividing the NAVD 88
 FQ0283.geopotential number by the normal gravity value computed on the
 FQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0283.degrees latitude (g = 980.6199 gals.).
 FQ0283
 FQ0283.The modeled gravity was interpolated from observed gravity values.
 FQ0283
 FQ0283;                    North         East    Units  Estimated Accuracy
 FQ0283;SPC AZ C     -   471,890.      212,680.      MT  (+/- 180 meters Scaled)
 FQ0283
 FQ0283                          SUPERSEDED SURVEY CONTROL
 FQ0283
 FQ0283  NGVD 29 (??/??/92) 2173.758  (m)         7131.74   (f) ADJ UNCH    2 0
 FQ0283
 FQ0283.Superseded values are not recommended for survey control.
 FQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0283.See file dsdata.txt to determine how the superseded data were derived.
 FQ0283
 FQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE159017(NAD 83)
 FQ0283_MARKER: DR = REFERENCE MARK DISK
 FQ0283_SETTING: 80 = SET IN A BOULDER
 FQ0283_SP_SET: BOULDER
 FQ0283_STAMPING: RAIL NO 1 1958
 FQ0283_MARK LOGO: CGS   
 FQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0283+STABILITY: SURFACE MOTION
 FQ0283
 FQ0283  HISTORY     - Date     Condition        Report By
 FQ0283  HISTORY     - 1958     MONUMENTED       CGS
 FQ0283  HISTORY     - 1982     GOOD             NGS
 FQ0283
 FQ0283                          STATION DESCRIPTION
 FQ0283
 FQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0283'16.0 MI E FROM WILLIAMS.
 FQ0283'15.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0283'WILLIAMS, OR 16.5 FEET MILES WEST ALONG HIGHWAY 66 AND 89 FROM THE
 FQ0283'SANTA FE RAILROAD DEPOT IN FLAGSTAFF, TO A SMALL GRAVELED PARKWAY
 FQ0283'SOUTH, GO SOUTH ON A TRACK ROAD, AT THE EAST END OF THE PARKWAY, FOR
 FQ0283'ABOUT 100 FEET, TURN SHARP RIGHT ON A DIM TRACK ROAD AND GO WEST ABOUT
 FQ0283'200 YARDS, 34 FEET SOUTHEAST OF A WITNESS POST, 30 FEET SOUTH OF THE
 FQ0283'RIGHT-OF-WAY FENCE, 17 FEET NORTH OF THE NORTH EDGE OF A ROCK CUT AND
 FQ0283'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FQ0283
 FQ0283                          STATION RECOVERY (1982)
 FQ0283
 FQ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0282 ***********************************************************************
 FQ0282  DESIGNATION -  RAIL RM 2
 FQ0282  PID         -  FQ0282
 FQ0282  STATE/COUNTY-  AZ/COCONINO
 FQ0282  USGS QUAD   -  PARKS (1974)
 FQ0282
 FQ0282                         *CURRENT SURVEY CONTROL
 FQ0282  ___________________________________________________________________
 FQ0282* NAD 83(1986)-  35 15 19.     (N)    111 55 27.     (W)     SCALED    
 FQ0282* NAVD 88     -      2174.826  (meters)    7135.24   (feet)  ADJUSTED  
 FQ0282  ___________________________________________________________________
 FQ0282  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0282  DYNAMIC HT  -        2171.721 (meters)    7125.05  (feet)  COMP
 FQ0282  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 FQ0282
 FQ0282  VERT ORDER  -  SECOND    CLASS 0
 FQ0282
 FQ0282.The horizontal coordinates were scaled from a topographic map and have
 FQ0282.an estimated accuracy of +/- 6 seconds.
 FQ0282
 FQ0282.The orthometric height was determined by differential leveling
 FQ0282.and adjusted in June 1991.
 FQ0282
 FQ0282.The geoid height was determined by GEOID03.
 FQ0282
 FQ0282.The dynamic height is computed by dividing the NAVD 88
 FQ0282.geopotential number by the normal gravity value computed on the
 FQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0282.degrees latitude (g = 980.6199 gals.).
 FQ0282
 FQ0282.The modeled gravity was interpolated from observed gravity values.
 FQ0282
 FQ0282;                    North         East    Units  Estimated Accuracy
 FQ0282;SPC AZ C     -   471,890.      212,680.      MT  (+/- 180 meters Scaled)
 FQ0282
 FQ0282                          SUPERSEDED SURVEY CONTROL
 FQ0282
 FQ0282  NGVD 29 (??/??/92) 2173.786  (m)         7131.83   (f) ADJ UNCH    2 0
 FQ0282
 FQ0282.Superseded values are not recommended for survey control.
 FQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0282.See file dsdata.txt to determine how the superseded data were derived.
 FQ0282
 FQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE159017(NAD 83)
 FQ0282_MARKER: DR = REFERENCE MARK DISK
 FQ0282_SETTING: 80 = SET IN A BOULDER
 FQ0282_SP_SET: BOULDER
 FQ0282_STAMPING: RAIL NO 2 1958
 FQ0282_MARK LOGO: CGS   
 FQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0282+STABILITY: SURFACE MOTION
 FQ0282
 FQ0282  HISTORY     - Date     Condition        Report By
 FQ0282  HISTORY     - 1958     MONUMENTED       CGS
 FQ0282  HISTORY     - 1982     GOOD             NGS
 FQ0282
 FQ0282                          STATION DESCRIPTION
 FQ0282
 FQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0282'16.0 MI E FROM WILLIAMS.
 FQ0282'15.7 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FQ0282'WILLIAMS, OR 16.5 MILES WEST ALONG HIGHWAY 66 AND 89 FROM THE SANTA FE
 FQ0282'RAILROAD DEPOT IN FLAGSTAFF, TO A SMALL GRAVELED PARKWAY SOUTH, GO
 FQ0282'SOUTH ON A TRACK ROAD, AT THE EAST END OF THE PARKWAY, FOR ABOUT 100
 FQ0282'FEET, TURN SHARP RIGHT ON A DIM TRACK ROAD AND GO WEST ABOUT 200
 FQ0282'YARDS, 31 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 14 FEET NORTH OF THE
 FQ0282'NORTH EDGE OF A ROCK CUT, 7 FEET EAST OF A SQUARE TELEPHONE POLE WITH
 FQ0282'THREE NOTCHES CUT IN IT AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 FQ0282'PROJECTS 4 INCHES.
 FQ0282
 FQ0282                          STATION RECOVERY (1982)
 FQ0282
 FQ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2118 ***********************************************************************
 DV2118  DESIGNATION -  RAIN
 DV2118  PID         -  DV2118
 DV2118  STATE/COUNTY-  AZ/MARICOPA
 DV2118  USGS QUAD   -  MOBILE NW (1978)
 DV2118
 DV2118                         *CURRENT SURVEY CONTROL
 DV2118  ___________________________________________________________________
 DV2118* NAD 83(1992)-  33 14 48.70026(N)    112 29 53.83926(W)     ADJUSTED  
 DV2118* NAVD 88     -       326.79   (+/-2cm)    1072.1    (feet)  VERTCON   
 DV2118  ___________________________________________________________________
 DV2118  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DV2118  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV2118  HORZ ORDER  -  THIRD
 DV2118  VERT ORDER  -  THIRD ? (See Below)
 DV2118
 DV2118.The horizontal coordinates were established by classical geodetic methods
 DV2118.and adjusted by the National Geodetic Survey in August 1993.
 DV2118
 DV2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2118.The vertical order pertains to the NGVD 29 superseded value.
 DV2118
 DV2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2118
 DV2118.The geoid height was determined by GEOID03.
 DV2118
 DV2118;                    North         East     Units Scale Factor Converg.
 DV2118;SPC AZ C     -   249,278.171   159,162.470   MT  0.99993620   -0 19 08.0
 DV2118;SPC AZ C     -   817,841.77    522,186.58   iFT  0.99993620   -0 19 08.0
 DV2118;UTM  12      - 3,679,655.232   360,420.788   MT  0.99984020   -0 49 17.6
 DV2118
 DV2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2118!SPC AZ C     -   0.99995352  x   0.99993620  =   0.99988972
 DV2118!UTM  12      -   0.99995352  x   0.99984020  =   0.99979373
 DV2118
 DV2118|---------------------------------------------------------------------|
 DV2118| PID    Reference Object                     Distance      Geod. Az  |
 DV2118|                                                           dddmmss.s |
 DV2118| CH6168 RAIN RM 1                             9.820 METERS 18245     |
 DV2118| CH6169 RAIN RM 2                            10.055 METERS 26112     |
 DV2118| CH6167 RAIN AZ MK                                         2773454.7 |
 DV2118| DV2139 MICA                                APPROX. 6.0 KM 3395006.4 |
 DV2118|---------------------------------------------------------------------|
 DV2118
 DV2118                          SUPERSEDED SURVEY CONTROL
 DV2118
 DV2118  NAD 83(1986)-  33 14 48.69028(N)    112 29 53.84330(W) AD(       ) 3
 DV2118  NAD 27      -  33 14 48.53100(N)    112 29 51.26400(W) AD(       ) 3
 DV2118  NGVD 29 (07/19/86)  326.15   (m)         1070.0    (f) LEVELING    3  
 DV2118
 DV2118.Superseded values are not recommended for survey control.
 DV2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2118.See file dsdata.txt to determine how the superseded data were derived.
 DV2118
 DV2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6042179655(NAD 83)
 DV2118_MARKER: DS = TRIANGULATION STATION DISK
 DV2118_SETTING: 0 = UNSPECIFIED SETTING
 DV2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2118
 DV2118  HISTORY     - Date     Condition        Report By
 DV2118  HISTORY     - 1936     MONUMENTED       CGS
 DV2118  HISTORY     - 1948     GOOD             USGS
 DV2118
 DV2118                          STATION DESCRIPTION
 DV2118
 DV2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2118'IN A LOW FLAT BRUSH-COVERED VALLEY, IN THE NORTHEAST CORNER
 DV2118'OF SEC. 19, T. 2 S., R. 2 W., ABOUT 9 MILES, AIR LINE, SOUTH
 DV2118'OF LIBERTY, 5 MILES WEST OF RAINBOW VALLEY GROCERY STORE.
 DV2118'0.15 MILE WEST OF SECTION CORNER COMMON TO SECS. 17, 18, 19
 DV2118'AND 20.  STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 DV2118'WELDED TO 3-FOOT PIPES SET IN CONCRETE.  REFERENCE MARK NO. 1
 DV2118'IS 9.820 METERS (32.22 FEET) FROM STATION S 02 DEG 45 MIN W.
 DV2118'REFERENCE MARK NO. 2 IS 10.055 METERS (32.99 FEET)
 DV2118'FROM STATION S 81 DEG 12 MIN W.  THE AZIMUTH MARK, A
 DV2118'STANDARD BRONZE DISK, 30 YARDS NORTH OF ROAD, IS
 DV2118'0.15 MILE FROM STATION N 82 DEG 25 MIN W.
 DV2118
 DV2118                          STATION RECOVERY (1948)
 DV2118
 DV2118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DV2118'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DV2118'AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0597 ***********************************************************************
 FR0597  DESIGNATION -  RAMPART
 FR0597  PID         -  FR0597
 FR0597  STATE/COUNTY-  AZ/MOHAVE
 FR0597  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0597
 FR0597                         *CURRENT SURVEY CONTROL
 FR0597  ___________________________________________________________________
 FR0597* NAD 83(1992)-  35 57 45.18984(N)    113 58 58.91357(W)     ADJUSTED  
 FR0597* NAVD 88     -      1800.455  (meters)    5906.99   (feet)  POSTED    
 FR0597  ___________________________________________________________________
 FR0597  LAPLACE CORR-          13.29  (seconds)                    DEFLEC99
 FR0597  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FR0597  DYNAMIC HT  -        1798.410 (meters)    5900.28  (feet)  COMP
 FR0597  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 FR0597
 FR0597  HORZ ORDER  -  FIRST
 FR0597  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0597
 FR0597.The horizontal coordinates were established by classical geodetic methods
 FR0597.and adjusted by the National Geodetic Survey in August 1993.
 FR0597
 FR0597.The orthometric height was determined by differential leveling
 FR0597.and adjusted by the  in 1992.
 FR0597.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0597.was located on a no-check spur therefore a value was not computed.
 FR0597.No vertical observational check was made to the station.
 FR0597
 FR0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0597
 FR0597.The geoid height was determined by GEOID03.
 FR0597
 FR0597.The dynamic height is computed by dividing the NAVD 88
 FR0597.geopotential number by the normal gravity value computed on the
 FR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0597.degrees latitude (g = 980.6199 gals.).
 FR0597
 FR0597.The modeled gravity was interpolated from observed gravity values.
 FR0597
 FR0597;                    North         East     Units Scale Factor Converg.
 FR0597;SPC AZ W     -   550,401.657   192,340.471   MT  0.99993878   -0 08 12.7
 FR0597;SPC AZ W     - 1,805,779.71    631,038.29   iFT  0.99993878   -0 08 12.7
 FR0597;UTM  12      - 3,983,909.772   230,981.388   MT  1.00049185   -1 45 10.3
 FR0597;UTM  11      - 3,984,003.993   772,080.021   MT  1.00051227   +1 46 22.2
 FR0597
 FR0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0597!SPC AZ W     -   0.99972165  x   0.99993878  =   0.99966045
 FR0597!UTM  12      -   0.99972165  x   1.00049185  =   1.00021336
 FR0597!UTM  11      -   0.99972165  x   1.00051227  =   1.00023378
 FR0597
 FR0597|---------------------------------------------------------------------|
 FR0597| PID    Reference Object                     Distance      Geod. Az  |
 FR0597|                                                           dddmmss.s |
 FR0597| FR0596 RAMPART RM 2                          7.766 METERS 04024     |
 FR0597| CH3148 RAMPART RM 3 AZIMUTH                               0700616.9 |
 FR0597| FR0598 RAMPART RM 1                          8.356 METERS 29508     |
 FR0597|---------------------------------------------------------------------|
 FR0597
 FR0597                          SUPERSEDED SURVEY CONTROL
 FR0597
 FR0597  NAD 83(1986)-  35 57 45.18292(N)    113 58 58.91021(W) AD(       ) 1
 FR0597  NAD 27      -  35 57 45.22900(N)    113 58 56.06300(W) AD(       ) 1
 FR0597  NGVD 29 (??/??/92) 1799.741  (m)         5904.65   (f) ADJ UNCH    2 0
 FR0597
 FR0597.Superseded values are not recommended for survey control.
 FR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0597.See file dsdata.txt to determine how the superseded data were derived.
 FR0597
 FR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3098183910(NAD 83)
 FR0597_MARKER: DS = TRIANGULATION STATION DISK
 FR0597_SETTING: 80 = SET IN A BOULDER
 FR0597_SP_SET: BOULDER
 FR0597_STAMPING: RAMPART 1935
 FR0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0597+STABILITY: SURFACE MOTION
 FR0597
 FR0597  HISTORY     - Date     Condition        Report By
 FR0597  HISTORY     - 1935     MONUMENTED       CGS
 FR0597  HISTORY     - 1935     GOOD             CGS
 FR0597  HISTORY     - 1936     GOOD             CGS
 FR0597  HISTORY     - 1945     GOOD             CGS
 FR0597  HISTORY     - 1948     GOOD             USGS
 FR0597  HISTORY     - 1950     GOOD             CGS
 FR0597  HISTORY     - 1951     GOOD             USGS
 FR0597  HISTORY     - 1960     GOOD             AZHD
 FR0597  HISTORY     - 1961     GOOD             AMS
 FR0597
 FR0597                          STATION DESCRIPTION
 FR0597
 FR0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0597'STATION IS ON THE WESTERN EDGE OF THE CLIFFS, 6 MILES NORTH OF
 FR0597'THE DUNCAN RANCH AND ABOUT 6 MILES AIRLINE SOUTH OF THE BEND
 FR0597'IN THE RIVER AT PIERCES FERRY AND 10 MILES AIRLINE EAST OF
 FR0597'THE KING TUT PLACER MINE AND NORTHWEST OF THE TWO KNOBS OF
 FR0597'ABOUT THE SAME ELEVATION.  STATION AND REFERENCE MARKS ARE
 FR0597'SET INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0597'
 FR0597'REACHED FROM CHLORIDE AS FOLLOWS--GO NORTH ON THE LAS VEGAS
 FR0597'HIGHWAY 13.4 MILES, TURN RIGHT ON THE PATTERSON WELL ROAD AND
 FR0597'GO 16.1 MILES, TAKE THE RIGHT FORK, GO 0.2 MILE AND TAKE THE
 FR0597'LEFT FORK AND GO 5.4 MILES TO THE DUNCAN RANCH.  GO THROUGH
 FR0597'THE BARNYARD, THENCE ALONG THE EAST SIDE OF THE WATER HOLE AND
 FR0597'FOLLOW THE OLD ROAD UP THE WASH 7.2 MILES TO THE RESERVATION
 FR0597'FENCE.  TURN LEFT AND FOLLOW THE FENCE 0.8 MILE, THENCE WEST
 FR0597'OVER THE RIDGE AND UP THE WASH 0.5 MILE (WESTERLY) TO FORK OF
 FR0597'THREE VALLEYS, TAKE THE MIDDLE VALLEY, CROSS WASH AND TAKE
 FR0597'THE LEFT HAND VALLEY FOR 1.5 MILES TO WHERE IT HEADS.
 FR0597'CONTINUE NORTH UP THE VALLEY 1 MILE TO WATER HOLE, THENCE
 FR0597'LEFT (WEST) 1.0 MILE TO THE END OF TRUCK TRAVEL AT CLIFF.
 FR0597'FROM THE END OF TRUCK TRAVEL GO SOUTH TO THE HIGHEST POINT OF
 FR0597'THE KNOB AND STATION.  FIFTEEN MINUTES PACK.
 FR0597'
 FR0597'AZIMUTH MARK, IS SET INTO A DRILL HOLE IN ROCK OUTCROP 1/4 MILE
 FR0597'NORTHEAST OF THE STATION.
 FR0597
 FR0597                          STATION RECOVERY (1935)
 FR0597
 FR0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FR0597'59.8 MI NW FROM PEACH SPRINGS.
 FR0597'ABOUT 59.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0597'COUNTY, THENCE ABOUT 0.8 MILE NORTH ALONG THE WEST BOUNDARY FENCE OF
 FR0597'HUALPAI INDIAN RESERVATION, THENCE ABOUT 3.1 MILES WEST ALONG A TRUCK
 FR0597'TRAIL TO BENCH MARK Z 130, DESCRIBED ABOVE, AND THENCE ABOUT 3.0 MILES
 FR0597'NORTHWEST TO THE TOP OF THE WEST POINT OF GRAND WASH CLIFFS, ABOUT 65
 FR0597'FEET WEST OF BENCH MARK A 95, DESCRIBED ABOVE, AT THE SOUTH EDGE OF
 FR0597'THE HIGHEST POINT OF A RAMPART-LIKE RIDGE FORMATION, AND IN THE TOP OF
 FR0597'A BOULDER.  A STANDARD TRIANGULATION-STATION DISK, STAMPED RAMPART
 FR0597'1935.
 FR0597
 FR0597                          STATION RECOVERY (1936)
 FR0597
 FR0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0597'STATION IS ON THE WESTERN EDGE OF THE CLIFFS, 6 MILES NORTH
 FR0597'OF THE DUNCAN RANCH AND ABOUT 6 MILES AIRLINE SOUTH OF THE BEND
 FR0597'IN THE COLORADO RIVER AT PIERCES FERRY AND 10 MILES AIRLINE
 FR0597'EAST OF THE KING TUT MINE.  IT IS LOCATED ON THE HIGHEST POINT
 FR0597'OF THE NORTHWESTERN OF TWO ADJOINING KNOBS.  U.S. COAST AND
 FR0597'GEODETIC SURVEY BENCH MARK A 95 1935, IS LOCATED ON SAME HILL
 FR0597'AS THE STATION, ABOUT 40 YARDS EAST OF STATION AND
 FR0597'APPROXIMATELY 12 FEET LOWER.  IT WAS NOT TIED IN TO STATION
 FR0597'RAMPART DUE TO INTERVENING ROCK LEDGES.
 FR0597'
 FR0597'TO REACH STATION FROM PEACH SPRINGS POST OFFICE, GO WEST ON
 FR0597'U.S. HIGHWAY 66 FOR 28.2 MILES, (5.8 MILES WEST OF NORTHSIDE
 FR0597'SERVICE STATION IN HACKBERRY).  TURN RIGHT OFF HIGHWAY AT
 FR0597'CATTLE-GUARD AND SIGN P AND M MINE, GOING THROUGH CATTLE
 FR0597'GUARD AND FOLLOW THE MAIN-TRAVELED, BLADED ROAD, NORTHERLY
 FR0597'UP HUALPAI VALLEY TOWARD PATTERSON WELL, 32.8 MILES TO
 FR0597'INTERSECTION OF BLADED ROAD WITH GRADED ROAD AND SIGN PIERCES
 FR0597'FERRY - 32 MILES.  NOTE--SEVERAL SECONDARY ROADS TURN OFF
 FR0597'THE MAIN-TRAVELED ROAD, BLADED, MAIN VALLEY ROAD, WHICH LEAD TO
 FR0597'RANCHES OR SMALL MINES, BUT NO TROUBLE WILL BE HAD IN
 FR0597'REACHING THE ABOVE INTERSECTION, IF THE MAIN VALLEY,
 FR0597'BLADED ROAD, IS FOLLOWED).  TURN RIGHT (NORTHEAST) ON GRADED
 FR0597'ROAD AND GO 7.1 MILES TO A Y, (SIGN KING TUT PLACER AND
 FR0597'PIERCES FERRY).  TAKE RIGHT FORK AND GO 0.2 MILE, CONTINUE
 FR0597'STRAIGHT AHEAD ON LEFT FORK AND GO 2.5 MILES TO ROAD ALONG
 FR0597'PIPE LINE, CONTINUE STRAIGHT ACROSS THIS ROAD AND GO 1.9
 FR0597'MILES TO Y, TAKE LEFT FORK AND GO ALONG WINDING ROAD FOR 1.2
 FR0597'MILES TO GATE IN FENCE, CONTINUE 0.1 MILE, CROSSING
 FR0597'WASH AND REACHING A SWING GATE, GO THROUGH GATE AND
 FR0597'CONTINUE FOR 0.1 MILE TO SWING GATE AT THE DUNCAN RANCH
 FR0597'BARNYARD.  GO THROUGH GATES AT BARN AND CORRALS AND FOLLOW
 FR0597'A DIM ROAD UP CANYON IN AN EASTERLY DIRECTION 0.8 MILE TO A
 FR0597'Y.  TAKE LEFT FORK AND FOLLOW DIM ROAD UP CANYON IN A
 FR0597'NORTHEASTERLY DIRECTION 6.6 MILES TO A Y.  (THIS Y IS ABOUT 0.1
 FR0597'MILE WEST OF THE RESERVATION FENCE).  TAKE LEFT FORK AND
 FR0597'FOLLOW DIM ROAD, 0.8 MILE ALONG THE RESERVATION FENCE, TAKE
 FR0597'LEFT FORK JUST BEFORE REACHING A SMALL WASH AND FOLLOW A
 FR0597'DIM ROAD WEST OVER A RIDGE AND UP A WASH, WESTERLY, FOR 0.6
 FR0597'MILE TO A FORK OF THREE VALLEYS.  TAKE LEFT FORK OF TRACK ROAD,
 FR0597'(U.S. COAST AND GEODETIC SURVEY BENCH MARK Y 130 1935 IS ON THE
 FR0597'WEST SIDE OF THE ROAD).  FOLLOW DIM TRACK UP THE MIDDLE OF
 FR0597'THREE VALLEYS FOR 2.0 MILES.  (NOTE--U.S. COAST AND
 FR0597'GEODETIC SURVEY BENCH MARK Z-130 ON LEFT SIDE OF THE ROAD).
 FR0597'CROSS WASH AND FOLLOW TRACKS UP LEFT SIDE OF WASH AND
 FR0597'OVER STEEP HILL, THEN NORTHWESTERLY DOWN BROAD VALLEY, A
 FR0597'TOTAL OF 2.3 MILES TO A DIRT DAM OR RESERVOIR.  PASS TO THE WEST
 FR0597'SIDE OF DAM, TURNING SHARP LEFT AROUND FOOT OF HILL AND
 FR0597'FOLLOW TRACKS WESTERLY UP THE VALLEY 2.0 MILES TO THE
 FR0597'FOOT OF THE NORTHWEST OF TWO HILLS AT THE CLIFFS, END OF
 FR0597'TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL, PACK SOUTHWEST UP
 FR0597'THE HILL TO THE HIGHEST POINT AND STATION.  ABOUT 250 YARDS
 FR0597'FROM END OF TRUCK TRAVEL.  A 15-MINUTE PACK.
 FR0597'
 FR0597'STATION AND REFERENCE MARKS ARE STANDARD TABLETS SET IN
 FR0597'OUTCROPPING BEDROCK.
 FR0597
 FR0597                          STATION RECOVERY (1945)
 FR0597
 FR0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (OSR)
 FR0597'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FR0597'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK AT THIS TIME.
 FR0597'FOLLOWING ARE NEW MILEAGES.
 FR0597'
 FR0597'TO REACH STATION FROM BOULDER DAM, FOLLOW U.S. HIGHWAY 93
 FR0597'SOUTHEASTERLY FOR 42.65 MILES TO A GRADED GRAVEL ROAD LEFT
 FR0597'(NORTHERLY) AT SIGN PIERCES FERRY.  (THIS POINT IS ALSO 13.85
 FR0597'MILES AFTER PASSING THE BOULDER INN AND TEXACO SERVICE STATION).
 FR0597'HERE TURN LEFT ACROSS CATTLE GUARD AND FOLLOW MAIN GRAVEL ROAD
 FR0597'NORTHERLY TOWARD PIERCES FERRY FOR 14.45 MILES TO A CATTLE
 FR0597'GUARD.  CROSS GUARD AND CONTINUE AHEAD ON MAIN ROAD FOR 1.9
 FR0597'MILES TO A FORK.  TAKE RIGHT FORK AS PER SIGN PIERCES FERRY
 FR0597'AND GO 6.6 MILES TO A CROSSROAD AND SIGN PIERCES FERRY 32.
 FR0597'CONTINUE STRAIGHT AHEAD AS PER SIGN AND GO 6.25 MILES TO
 FR0597'FORKS AND SIGNS READING PIERCES FERRY 25 AND PATTERSON WELL.
 FR0597'HERE TAKE RIGHT FORK AS PER SIGN PATTERSON WELL AND FOLLOW
 FR0597'MAIN ROAD NORTHEASTERLY FOR 0.2 MILE TO A FORK.  TAKE
 FR0597'LEFT FORK STRAIGHT AHEAD AND GO 2.7 MILES.  HERE CROSS
 FR0597'PIPELINE AND CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR
 FR0597'1.9 MILES TO FORK.  TAKE LEFT FORK, MAIN GRADED ROAD DOWN
 FR0597'HILL TO WASH FOR 0.4 MILE.  CONTINUE ON ROAD UP WASH FOR
 FR0597'0.75 MILE TO WIRE GATE.  PASS THROUGH AND GO 0.05 MILE TO A
 FR0597'FORK.  TAKE LEFT FORK UP WASH (RIGHT FORK GOES TO DUNCAN
 FR0597'RANCH) FOR 0.55 MILE TO CROSSROAD AT TOP OF BANK.
 FR0597'HERE TURN LEFT INTO WASH AND THEN FOLLOW TRACK ROAD
 FR0597'EASTERLY UP WASH FOR 2.75 MILE TO GATE.  PASS THROUGH AND
 FR0597'CONTINUE AHEAD FOR 4.7 MILES TO A FORK.  TAKE LEFT FORK AND
 FR0597'GO 0.2 MILE TO RESERVATION FENCE LINE.  THEN CONTINUE ON ROAD
 FR0597'ALONG FENCE FOR ABOUT 0.9 MILE, THEN CONTINUE WESTERLY ON
 FR0597'TRAIL ROAD AWAY FROM FENCE FOR 0.35 MILES TO A SMALL WASH.
 FR0597'CROSS WASH AND CONTINUE ON TRAIL ROAD FOR 0.15 MILE.  THEN
 FR0597'LEAVE ROAD, TURN LEFT AND CROSS COUNTRY OVER A SMALL RIDGE
 FR0597'AND ACROSS A VALLEY FOR 0.2 MILES TO U.S.C. AND G.S. B.M. Y
 FR0597'130, 1935 (CONCRETE POST PROJECTING ABOUT 8 INCHES) WHICH
 FR0597'IS AT THE MOUTH OF THE CENTER ONE OF THREE CANYONS.  THEN
 FR0597'CONTINUE STRAIGHT AHEAD NORTHWESTERLY UP THIS VALLEY (NO ROAD)
 FR0597'FOR 0.85 MILES TO A DIRT DAM.  KEEP TO RIGHT OF DAM AND
 FR0597'CONTINUE UP VALLEY FOR 1.3 MILES TO U.S.C. AND G.S. B.M. Z
 FR0597'130, 1935, WHICH IS ABOUT 100 FT. NORTHERLY OR TO THE RIGHT OF
 FR0597'THE WASH.  (MARK IS A CONCRETE POST THAT PROJECTS ABOUT
 FR0597'8 INCHES) (NOTE--FROM B.M. Y 130 TO STATIONS, THERE ISNT ANY
 FR0597'ROAD AND THE SMALL WASH WILL HAVE TO BE CROSSED SEVERAL
 FR0597'TIMES).  FROM B.M. Z 130 CONTINUE UP WASH ABOUT 0.05
 FR0597'MILE, THEN CROSS TO THE LEFT SIDE OF WASH, THEN FOLLOW IT
 FR0597'AND PICK WAY UP A STEEP ROCKY HILL (OLD DIM ROAD UP THIS
 FR0597'HILL CAN BE FOUND BY INVESTIGATING), THE NORTHWESTERLY DOWN A BROAD
 FR0597'VALLEY, A TOTAL OF 2.3 MILES FROM B.M. Z 130, TO A DIRT
 FR0597'DAM.  THEN KEEP LEFT OF DAM, AND GRADUALLY MAKE A U TURN
 FR0597'TO THE LEFT AND GO UP A VALLEY SOUTHWESTERLY FOR
 FR0597'ABOUT 2 MILES TO THE END OF VALLEY NEAR THE EDGE OF RIM AND
 FR0597'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY UP STEEP HILL
 FR0597'TO HIGHEST POINT AND STATION.  ABOUT 15 MINUTE PACK.
 FR0597
 FR0597                          STATION RECOVERY (1948)
 FR0597
 FR0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 FR0597'RECOVERED IN GOOD CONDITION.
 FR0597
 FR0597                          STATION RECOVERY (1950)
 FR0597
 FR0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0597'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED
 FR0597'AND IN GOOD CONDITION.
 FR0597'
 FR0597'DIRECTIONS TO REACH THE STATION AS WRITTEN BY O.S.R. IN 1945
 FR0597'WERE FOUND TO BE CORRECT.
 FR0597'
 FR0597'THE STATION WAS NOT OCCUPIED IN 1950 AND THE DISTANCES AND
 FR0597'DIRECTIONS TO THE REFERENCE MARKS WERE NOT RE-MEASURED.
 FR0597
 FR0597                          STATION RECOVERY (1951)
 FR0597
 FR0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 FR0597'RECOVERED IN GOOD CONDITION.
 FR0597
 FR0597                          STATION RECOVERY (1960)
 FR0597
 FR0597'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1960 (EHT)
 FR0597'GENERAL LOCATION THE STATION, THE REFERENCE MARKS AND THE AZIMUTH
 FR0597'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 FR0597'AND CORRECT.
 FR0597
 FR0597                          STATION RECOVERY (1961)
 FR0597
 FR0597'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 FR0597'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0598 ***********************************************************************
 FR0598  DESIGNATION -  RAMPART RM 1
 FR0598  PID         -  FR0598
 FR0598  STATE/COUNTY-  AZ/MOHAVE
 FR0598  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0598
 FR0598                         *CURRENT SURVEY CONTROL
 FR0598  ___________________________________________________________________
 FR0598* NAD 83(1986)-  35 57 45.     (N)    113 58 59.     (W)     SCALED    
 FR0598* NAVD 88     -      1799.537  (meters)    5903.98   (feet)  POSTED    
 FR0598  ___________________________________________________________________
 FR0598  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FR0598  DYNAMIC HT  -        1797.490 (meters)    5897.27  (feet)  COMP
 FR0598  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 FR0598
 FR0598  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0598
 FR0598.The horizontal coordinates were scaled from a topographic map and have
 FR0598.an estimated accuracy of +/- 6 seconds.
 FR0598
 FR0598.The orthometric height was determined by differential leveling
 FR0598.and adjusted by the  in 1992.
 FR0598.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0598.was located on a no-check spur therefore a value was not computed.
 FR0598.No vertical observational check was made to the station.
 FR0598
 FR0598.The geoid height was determined by GEOID03.
 FR0598
 FR0598.The dynamic height is computed by dividing the NAVD 88
 FR0598.geopotential number by the normal gravity value computed on the
 FR0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0598.degrees latitude (g = 980.6199 gals.).
 FR0598
 FR0598.The modeled gravity was interpolated from observed gravity values.
 FR0598
 FR0598;                    North         East    Units  Estimated Accuracy
 FR0598;SPC AZ W     -   550,400.      192,340.      MT  (+/- 180 meters Scaled)
 FR0598
 FR0598                          SUPERSEDED SURVEY CONTROL
 FR0598
 FR0598  NGVD 29 (??/??/92) 1798.821  (m)         5901.63   (f) ADJ UNCH    2 0
 FR0598
 FR0598.Superseded values are not recommended for survey control.
 FR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0598.See file dsdata.txt to determine how the superseded data were derived.
 FR0598
 FR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE309839(NAD 83)
 FR0598_MARKER: DR = REFERENCE MARK DISK
 FR0598_SETTING: 80 = SET IN A BOULDER
 FR0598_SP_SET: BOULDER
 FR0598_STAMPING: RAMPART NO 1 1935
 FR0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0598+STABILITY: SURFACE MOTION
 FR0598
 FR0598  HISTORY     - Date     Condition        Report By
 FR0598  HISTORY     - 1935     MONUMENTED       CGS
 FR0598
 FR0598                          STATION DESCRIPTION
 FR0598
 FR0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0598'59.8 MI NW FROM PEACH SPRINGS.
 FR0598'ABOUT 59.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0598'COUNTY, THENCE ABOUT 0.8 MILE NORTH ALONG THE WEST BOUNDARY FENCE OF
 FR0598'HUALPAI INDIAN RESERVATION, ABOUT 3.1 MILES WEST ALONG A TRUCK TRAIL
 FR0598'TO BENCH MARK Z 130, AND ABOUT 3.0 MILES NORTHWEST TO THE TOP OF THE
 FR0598'WEST POINT OF GRAND WASH CLIFFS, ABOUT 65 FEET WEST OF BENCH MARK A
 FR0598'95, DESCRIBED ABOVE, 33 FEET NORTHWEST OF TRIANGULATION-STATION
 FR0598'RAMPART, DESCRIBED ABOVE, AND IN THE TOP OF A BOULDER.  A STANDARD
 FR0598'REFERENCE-MARK DISK, STAMPED RAMPART NO 1 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0596 ***********************************************************************
 FR0596  DESIGNATION -  RAMPART RM 2
 FR0596  PID         -  FR0596
 FR0596  STATE/COUNTY-  AZ/MOHAVE
 FR0596  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0596
 FR0596                         *CURRENT SURVEY CONTROL
 FR0596  ___________________________________________________________________
 FR0596* NAD 83(1986)-  35 57 45.     (N)    113 58 59.     (W)     SCALED    
 FR0596* NAVD 88     -      1799.036  (meters)    5902.34   (feet)  POSTED    
 FR0596  ___________________________________________________________________
 FR0596  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FR0596  DYNAMIC HT  -        1796.990 (meters)    5895.62  (feet)  COMP
 FR0596  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 FR0596
 FR0596  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0596
 FR0596.The horizontal coordinates were scaled from a topographic map and have
 FR0596.an estimated accuracy of +/- 6 seconds.
 FR0596
 FR0596.The orthometric height was determined by differential leveling
 FR0596.and adjusted by the  in 1992.
 FR0596.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0596.was located on a no-check spur therefore a value was not computed.
 FR0596.No vertical observational check was made to the station.
 FR0596
 FR0596.The geoid height was determined by GEOID03.
 FR0596
 FR0596.The dynamic height is computed by dividing the NAVD 88
 FR0596.geopotential number by the normal gravity value computed on the
 FR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0596.degrees latitude (g = 980.6199 gals.).
 FR0596
 FR0596.The modeled gravity was interpolated from observed gravity values.
 FR0596
 FR0596;                    North         East    Units  Estimated Accuracy
 FR0596;SPC AZ W     -   550,400.      192,340.      MT  (+/- 180 meters Scaled)
 FR0596
 FR0596                          SUPERSEDED SURVEY CONTROL
 FR0596
 FR0596  NGVD 29 (??/??/92) 1798.321  (m)         5899.99   (f) ADJ UNCH    2 0
 FR0596
 FR0596.Superseded values are not recommended for survey control.
 FR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0596.See file dsdata.txt to determine how the superseded data were derived.
 FR0596
 FR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE309839(NAD 83)
 FR0596_MARKER: DR = REFERENCE MARK DISK
 FR0596_SETTING: 66 = SET IN ROCK OUTCROP
 FR0596_SP_SET: ROCK OUTCROP
 FR0596_STAMPING: RAMPART NO 2 1935
 FR0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0596+STABILITY: POSITION/ELEVATION WELL
 FR0596
 FR0596  HISTORY     - Date     Condition        Report By
 FR0596  HISTORY     - 1935     MONUMENTED       CGS
 FR0596
 FR0596                          STATION DESCRIPTION
 FR0596
 FR0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0596'59.8 MI NW FROM PEACH SPRINGS.
 FR0596'ABOUT 59.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0596'COUNTY, THENCE ABOUT 0.8 MILE NORTH ALONG THE WEST BOUNDARY FENCE OF
 FR0596'HUALPAI INDIAN RESERVATION, THENCE ABOUT 3.1 MILES WEST ALONG A TRUCK
 FR0596'TRAIL TO BENCH MARK Z 130, DESCRIBED ABOVE, AND THENCE ABOUT 3.0 MILES
 FR0596'NORTHWEST TO THE TOP OF THE WEST POINT OF GRAND WASH CLIFFS, 33 FEET
 FR0596'NORTHEAST OF TRIANGULATION STATION RAMPART, DESCRIBED BELOW, AND IN
 FR0596'THE TOP OF A ROCK OUTCROP.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FR0596'RAMPART NO 2 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1145 ***********************************************************************
 DV1145  FBN         -  This is a Federal Base Network Control Station.
 DV1145  DESIGNATION -  RAMSEY
 DV1145  PID         -  DV1145
 DV1145  STATE/COUNTY-  AZ/LA PAZ
 DV1145  USGS QUAD   -  BEAR HILLS (1990)
 DV1145
 DV1145                         *CURRENT SURVEY CONTROL
 DV1145  ___________________________________________________________________
 DV1145* NAD 83(2007)-  33 39 56.95745(N)    114 00 01.91109(W)     ADJUSTED  
 DV1145* NAVD 88     -       475.040  (meters)    1558.53   (feet)  ADJUSTED  
 DV1145  ___________________________________________________________________
 DV1145  EPOCH DATE  -        2007.00
 DV1145  X           -  -2,161,551.451 (meters)                     COMP
 DV1145  Y           -  -4,854,802.991 (meters)                     COMP
 DV1145  Z           -   3,515,902.419 (meters)                     COMP
 DV1145  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DV1145  ELLIP HEIGHT-         443.681 (meters)          (02/10/07) ADJUSTED
 DV1145  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1145  DYNAMIC HT  -         474.492 (meters)    1556.73  (feet)  COMP
 DV1145
 DV1145  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1145  Type    PID    Designation                      North   East  Ellip
 DV1145  -------------------------------------------------------------------
 DV1145  NETWORK DV1145 RAMSEY                            0.31   0.29   0.92
 DV1145  -------------------------------------------------------------------
 DV1145  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 DV1145
 DV1145  VERT ORDER  -  FIRST     CLASS II
 DV1145
 DV1145.The horizontal coordinates were established by GPS observations
 DV1145.and adjusted by the National Geodetic Survey in February 2007.
 DV1145
 DV1145.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1145.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1145.The horizontal coordinates are valid at the epoch date displayed above.
 DV1145.The epoch date for horizontal control is a decimal equivalence
 DV1145.of Year/Month/Day.
 DV1145
 DV1145.The orthometric height was determined by differential leveling
 DV1145.and adjusted in June 1991.
 DV1145
 DV1145.Photographs are available for this station.
 DV1145
 DV1145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1145
 DV1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1145
 DV1145.The ellipsoidal height was determined by GPS observations
 DV1145.and is referenced to NAD 83.
 DV1145
 DV1145.The geoid height was determined by GEOID03.
 DV1145
 DV1145.The dynamic height is computed by dividing the NAVD 88
 DV1145.geopotential number by the normal gravity value computed on the
 DV1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1145.degrees latitude (g = 980.6199 gals.).
 DV1145
 DV1145.The modeled gravity was interpolated from observed gravity values.
 DV1145
 DV1145;                    North         East     Units Scale Factor Converg.
 DV1145;SPC AZ W     -   295,628.701   190,126.040   MT  0.99993999   -0 08 20.0
 DV1145;SPC AZ W     -   969,910.44    623,773.10   iFT  0.99993999   -0 08 20.0
 DV1145;SPC AZ C     -   297,539.493    20,094.823   MT  1.00036036   -1 09 20.0
 DV1145;SPC AZ C     -   976,179.44     65,927.90   iFT  1.00036036   -1 09 20.0
 DV1145;UTM  11      - 3,729,141.797   778,123.780   MT  1.00055373   +1 39 49.7
 DV1145;UTM  12      - 3,729,144.658   221,777.738   MT  1.00055441   -1 39 51.9
 DV1145
 DV1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1145!SPC AZ W     -   0.99993035  x   0.99993999  =   0.99987035
 DV1145!SPC AZ C     -   0.99993035  x   1.00036036  =   1.00029069
 DV1145!UTM  11      -   0.99993035  x   1.00055373  =   1.00048404
 DV1145!UTM  12      -   0.99993035  x   1.00055441  =   1.00048472
 DV1145
 DV1145|---------------------------------------------------------------------|
 DV1145| PID    Reference Object                     Distance      Geod. Az  |
 DV1145|                                                           dddmmss.s |
 DV1145| DV1143 RAMSEY RM 1                           7.630 METERS 01835     |
 DV1145| DV1147 RAMSEY AZ MK                                       0680937.3 |
 DV1145| DV1974 LOS ANGELES PHOENIX AWY BCN 25      APPROX.10.0 KM 1563949.0 |
 DV1145| DV1144 RAMSEY RM 2                          11.039 METERS 16926     |
 DV1145|---------------------------------------------------------------------|
 DV1145
 DV1145                          SUPERSEDED SURVEY CONTROL
 DV1145
 DV1145  ELLIP H (09/30/99)  443.701  (m)                       GP(       ) 3 1
 DV1145  NAD 83(1992)-  33 39 56.95619(N)    114 00 01.91029(W) AD(       ) A
 DV1145  ELLIP H (09/30/92)  443.718  (m)                       GP(       ) 2 1
 DV1145  NAD 83(1986)-  33 39 56.95198(N)    114 00 01.91873(W) AD(       ) 2
 DV1145  NAD 27      -  33 39 56.84800(N)    113 59 59.12850(W) AD(       ) 2
 DV1145  NAVD 88 (09/30/92)  475.04   (m)         1558.5    (f) LEVELING    3  
 DV1145  NGVD 29 (??/??/92)  474.334  (m)         1556.21   (f) ADJ UNCH    1 2
 DV1145
 DV1145.Superseded values are not recommended for survey control.
 DV1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1145.See file dsdata.txt to determine how the superseded data were derived.
 DV1145
 DV1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT7812429142(NAD 83)
 DV1145_MARKER: DS = TRIANGULATION STATION DISK
 DV1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1145_SP_SET: CONCRETE POST
 DV1145_STAMPING: RAMSEY 1949
 DV1145_MARK LOGO: CGS   
 DV1145_PROJECTION: PROJECTING 12 CENTIMETERS
 DV1145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1145+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2008
 DV1145
 DV1145  HISTORY     - Date     Condition        Report By
 DV1145  HISTORY     - 1949     MONUMENTED       CGS
 DV1145  HISTORY     - 1962     GOOD             CGS
 DV1145  HISTORY     - 1962     GOOD             NGS
 DV1145  HISTORY     - 1965     GOOD             CGS
 DV1145  HISTORY     - 1971     GOOD             USE
 DV1145  HISTORY     - 1981     GOOD             NGS
 DV1145  HISTORY     - 1981     GOOD             NGS
 DV1145  HISTORY     - 1981     GOOD             NGS
 DV1145  HISTORY     - 1985     GOOD             AZDT
 DV1145  HISTORY     - 19920203 GOOD             NGS
 DV1145  HISTORY     - 19960306 GOOD             CHANCE
 DV1145  HISTORY     - 19981111 GOOD             NGS
 DV1145  HISTORY     - 19981117 GOOD             AZ-013
 DV1145  HISTORY     - 20040621 GOOD             JCLS
 DV1145  HISTORY     - 20071019 GOOD             GEOCAC
 DV1145  HISTORY     - 20080218 GOOD             GEOCAC
 DV1145
 DV1145                          STATION DESCRIPTION
 DV1145
 DV1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1145'STATION LOCATED ABOUT 17 MILES AIR LINE WEST OF HOPE, 13
 DV1145'MILES AIR LINE EAST OF QUARTZSITE, 21 PACES SOUTH OF CENTERLINE
 DV1145'OF U.S. HIGHWAY 60 AND 70, 13 PACES EAST OF A TRACK ROAD, 42
 DV1145'PACES EAST OF A CAIRN, 3 PACES SOUTHEAST OF A WHITE WITNESS
 DV1145'POST, PROJECTS 4 INCHES, AND STAMPED, RAMSEY 1949.
 DV1145'
 DV1145'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 DV1145'PROJECTS 6 INCHES, AND STAMPED, RAMSEY NO 1 1949.
 DV1145'
 DV1145'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 DV1145'PROJECTS 6 INCHES, AND STAMPED, RAMSEY NO 2 1949.
 DV1145'
 DV1145'AZIMUTH MARK IS 23 PACES NORTH OF CENTERLINE OF U.S. HIGHWAY
 DV1145'60 AND 70, 2 PACES NORTH OF A WHITE WITNESS POST, PROJECTS
 DV1145'6 INCHES, AND STAMPED, RAMSEY 1949.
 DV1145'
 DV1145'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND 70 WITH STATE
 DV1145'HIGHWAY 95, (ABOUT 0.8 MILE EAST OF QUARTZSITE) GO EAST ON
 DV1145'U.S. HIGHWAY 60 AND 70 FOR 13.3 MILES TO A DIRT ROAD ON RIGHT
 DV1145'AND STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV1145'
 DV1145'TO REACH AZIMUTH FROM STATION, CONTINUE ON HIGHWAY FOR 0.3
 DV1145'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.
 DV1145
 DV1145                          STATION RECOVERY (1962)
 DV1145
 DV1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1145'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DV1145'CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE
 DV1145'TO REFERENCE MARKS.  THE DIRECTION TO REFERENCE MARKS CHECKED
 DV1145'WITH THE ORIGINAL DESCRIPTION.  A COMPLETE NEW DESCRIPTION
 DV1145'FOLLOWS--
 DV1145'
 DV1145'STATION IS LOCATED ABOUT 18 MILES WEST-SOUTHWEST OF HOPE, ABOUT
 DV1145'13 MILES EAST OF QUARTZSITE AND ABOUT 3 MILES SOUTHWEST OF
 DV1145'BREND
 DV1145'
 DV1145'TO REACH FROM THE SMALL SETTLEMENT OF BRENDA, GO WEST ON U.S.
 DV1145'HIGHWAY 60 AND 70 FOR 3.1 MILES TO THE AZIMUTH MARK ON RIGHT,
 DV1145'CONTINUE WESTERLY FOR 0.25 MILE TO MILE POST 32, CONTINUE
 DV1145'WESTERLY FOR 0.05 MILE TO A TRACK ROAD SOUTH AND STATION ON
 DV1145'LEFT AS DESCRIBED.
 DV1145'
 DV1145'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED RAMSEY
 DV1145'1949, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DV1145'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS
 DV1145'79 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 60 AND 70, 65
 DV1145'FEET NORTHEAST OF CENTER OF GATE, 21 FEET NORTH OF RIGHT-OF-WAY
 DV1145'FENCE AND 6.5 FEET SOUTH OF THE WITNESS POST.
 DV1145'
 DV1145'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED RAMSEY NO
 DV1145'1 1949, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV1145'PROJECTS ABOUT 4 INCHES.  THE MARK IS 59 FEET SOUTH OF THE
 DV1145'CENTER OF U.S. HIGHWAY 60 AND 70, 87 FEET NORTHEAST OF CENTER
 DV1145'OF GATE, 41 FEET NORTH OF THE FENCE AND 21.4 FEET NORTHEAST OF
 DV1145'THE WITNESS POST.
 DV1145'
 DV1145'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED RAMSEY NO
 DV1145'2 1949, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV1145'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 115
 DV1145'FEET SOUTH OF THE CENTER OF HIGHWAY, 61 FEET EAST-SOUTHEAST
 DV1145'OF CENTER OF GATE, 42.5 FEET SOUTH OF THE WITNESS POST AND
 DV1145'15 FEET SOUTH OF THE FENCE.
 DV1145'
 DV1145'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED RAMSEY 1949,
 DV1145'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 DV1145'ABOUT 8 INCHES ABOVE THE GROUND.  THE MARK IS 68 FEET NORTH OF
 DV1145'THE CENTER OF U.S. HIGHWAY 60 AND 70, 32 FEET SOUTH OF THE
 DV1145'RIGHT-OF-WAY FENCE AND 5.5 FEET NORTH OF THE WITNESS POST.
 DV1145'
 DV1145'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1145
 DV1145                          STATION RECOVERY (1962)
 DV1145
 DV1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV1145'14.1 MI E FROM QUARTZSITE.
 DV1145'ABOUT 14.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DV1145'OFFICE AT QUARTZSITE, ABOUT 3.4 MILES WEST OF THE SMALL COMMUNITY
 DV1145'BRENDA, ABOUT 0.05 MILE WEST OF MILE POST 32, 80 FEET SOUTH OF THE
 DV1145'CENTER OF THE HIGHWAY, 22 FEET NORTH OF RIGHT OF WAY FENCE, 16 FEET
 DV1145'NORTHEAST OF A 3 FOOT HIGH CAIRN, 6.9 FEET SOUTHEAST OF A METAL
 DV1145'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS SET IN TOP OF A
 DV1145'CONCRETE POST PROJECTING 4 INCHES.
 DV1145
 DV1145                          STATION RECOVERY (1965)
 DV1145
 DV1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAW)
 DV1145'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2
 DV1145'WERE RECOVERED, FOUND TO BE AS DESCRIBED IN 1962, AND IN
 DV1145'GOOD CONDITION.  THE 1949 AND 1962 ROUTES TO THE STATION WERE
 DV1145'BOTH CHECKED AND FOUND TO BE ENTIRELY ADEQUATE.
 DV1145
 DV1145                          STATION RECOVERY (1971)
 DV1145
 DV1145'RECOVERY NOTE BY US ENGINEERS 1971 (RLE)
 DV1145'RAMSEY 1949-STATION AND BOTH REFERENCE MARKS RECOVERED AS
 DV1145'DESCRIBED AND IN GOOD CONDITION.
 DV1145
 DV1145                          STATION RECOVERY (1981)
 DV1145
 DV1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1145'THE STATION, RM 1 AND RM 2 WERE FOUND AS DECRIBED.
 DV1145
 DV1145                          STATION RECOVERY (1981)
 DV1145
 DV1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1145'RECOVERED AS DESCRIBED.
 DV1145
 DV1145                          STATION RECOVERY (1981)
 DV1145
 DV1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1145'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DV1145'40.4 KM (25.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1145'SALOME ROAD IN SALOME, 1.1 KM (0.65 MI) NORTHEAST OF THE NORTHEAST END
 DV1145'OF THE HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 10, 0.1 KM (0.05 MI)
 DV1145'SOUTHWEST OF HIGHWAY MILEPOST 32, 21.0 METERS (69.0 FT) SOUTHEAST OF
 DV1145'THE CENTERLINE OF THE HIGHWAY, 17.9 METERS (58.7 FT) NORTH-NORTHEAST
 DV1145'OF THE NORTHEAST BRACED ANGLE IRON POST FOR A GATE IN THE RIGHT-OF-WAY
 DV1145'FENCE, 11.05 METERS (36.3 FT) NORTHWEST OF REFERENCE MARK 2, 7.65
 DV1145'METERS (25.1 FT) SOUTH-SOUTHWEST OF REFERENCE MARK 1, 6.3 METERS (20.7
 DV1145'FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DV1145'THE MARK IS 20 METERS  SE FROM A WITNESS POST.
 DV1145
 DV1145                          STATION RECOVERY (1985)
 DV1145
 DV1145'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1145'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1145'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1145'
 DV1145'TO REACH THE STATION FROM QUARTSITE TRAVEL EAST ALONG INTERSTATE
 DV1145'HIGHWAY 10 FOR 11 MILES TO THE JUNCTION WITH U.S. HIGHWAY 60.  EXIT
 DV1145'AND TRAVEL NORTHEAST ALONG U.S. 60 FOR 0.6 MILE TO THE STATION ON THE
 DV1145'RIGHT AT MILE POST 31.9.
 DV1145
 DV1145                          STATION RECOVERY (1992)
 DV1145
 DV1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV1145'NOTE-CORRECT COUNTY NAME IS LA PAZ.
 DV1145'THE STATION IS LOCATED ABOUT 20 KM (12.4 MI) EAST OF QUARTZSITE, 1 KM
 DV1145'(0.6 MI) NORTHEAST OF INTERSTATE HIGHWAY 10 EXIT 31, ALONG U.S.
 DV1145'HIGHWAY 60 RIGHT-OF-WAY, AT MILE 31.9AND JUST NORTHEAST OF A WIRE
 DV1145'GATE IN THE RIGHT-OF-WAY FENCE. OWNERSHIP--STATE DEPARTMENT OF
 DV1145'TRANSPORTATION.
 DV1145'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 DV1145'U.S. HIGHWAY 60 (EXIT 31), GO NORTHEAST ON HIGHWAY 60 FOR 1.05 KM
 DV1145'(0.65 MI) TO THE STATION ON THE RIGHT.
 DV1145'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 DV1145'PROJECTING 10 CM ABOVE GROUND.  LOCATED 150 M (492.1 FT) SOUTHWEST OF
 DV1145'MILEPOST 32, 21.1 M (69.2 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 DV1145'CENTER, 19.5 M (64.0 FT) EAST OF THE TRACK ROAD CENTER, 17.9 M
 DV1145'(58.7 FT) EAST-NORTHEAST OF THE BRACED EAST GATEPOST FOR TRACK ROAD,
 DV1145'6.4 M (21.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE AND 0.6 M (2.0 FT)
 DV1145'WEST-SOUTHWEST OF A METAL WITNESS POST PROPPED UP IN A SMALL CAIRN.
 DV1145
 DV1145                          STATION RECOVERY (1996)
 DV1145
 DV1145'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KHB)
 DV1145'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DV1145
 DV1145                          STATION RECOVERY (1998)
 DV1145
 DV1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DV1145'RECOVERED AS DESCRIBED.
 DV1145
 DV1145                          STATION RECOVERY (1998)
 DV1145
 DV1145'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV1145'RECOVERED AS DESCRIBED.
 DV1145
 DV1145                          STATION RECOVERY (2004)
 DV1145
 DV1145'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DV1145'RECOVERED IN GOOD CONDITION.
 DV1145
 DV1145                          STATION RECOVERY (2007)
 DV1145
 DV1145'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1145'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1145'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DV1145'THE WITNESS POST WAS NOT FOUND. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DV1145' 
 DV1145
 DV1145                          STATION RECOVERY (2008)
 DV1145
 DV1145'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1145'RECOVERED STATION RAMSEY ALONG WITH RM 1, RM 2 AND AZIMUTH MARK, ALL
 DV1145'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1187 ***********************************************************************
 CG1187  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1187  DESIGNATION -  RAMSEY
 CG1187  PID         -  CG1187
 CG1187  STATE/COUNTY-  AZ/COCHISE
 CG1187  USGS QUAD   -  MC GREW SPRING (1973)
 CG1187
 CG1187                         *CURRENT SURVEY CONTROL
 CG1187  ___________________________________________________________________
 CG1187* NAD 83(2007)-  31 48 08.58318(N)    110 21 01.50382(W)     ADJUSTED  
 CG1187* NAVD 88     -      1403.75   (meters)    4605.5    (feet)  GPS OBS   
 CG1187  ___________________________________________________________________
 CG1187  EPOCH DATE  -        2007.00
 CG1187  X           -  -1,887,230.989 (meters)                     COMP
 CG1187  Y           -  -5,088,083.933 (meters)                     COMP
 CG1187  Z           -   3,342,553.567 (meters)                     COMP
 CG1187  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CG1187  ELLIP HEIGHT-        1375.917 (meters)          (02/10/07) ADJUSTED
 CG1187  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG1187
 CG1187  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1187  Type    PID    Designation                      North   East  Ellip
 CG1187  -------------------------------------------------------------------
 CG1187  NETWORK CG1187 RAMSEY                            0.84   0.73   2.02
 CG1187  -------------------------------------------------------------------
 CG1187
 CG1187.The horizontal coordinates were established by GPS observations
 CG1187.and adjusted by the National Geodetic Survey in February 2007.
 CG1187
 CG1187.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1187.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1187.The horizontal coordinates are valid at the epoch date displayed above.
 CG1187.The epoch date for horizontal control is a decimal equivalence
 CG1187.of Year/Month/Day.
 CG1187
 CG1187.The orthometric height was determined by GPS observations and a
 CG1187.high-resolution geoid model.
 CG1187.The orthometric height was determined by GPS observations and a
 CG1187.high-resolution geoid model using precise GPS observation and
 CG1187.processing techniques.
 CG1187
 CG1187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1187
 CG1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1187
 CG1187.The ellipsoidal height was determined by GPS observations
 CG1187.and is referenced to NAD 83.
 CG1187
 CG1187.The geoid height was determined by GEOID03.
 CG1187
 CG1187;                    North         East     Units Scale Factor Converg.
 CG1187;SPC AZ E     -    88,971.274   195,961.374   MT  0.99990373   -0 05 48.6
 CG1187;SPC AZ E     -   291,900.51    642,917.89   iFT  0.99990373   -0 05 48.6
 CG1187;UTM  12      - 3,518,715.507   561,488.340   MT  0.99964663   +0 20 32.4
 CG1187
 CG1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1187!SPC AZ E     -   0.99978400  x   0.99990373  =   0.99968775
 CG1187!UTM  12      -   0.99978400  x   0.99964663  =   0.99943071
 CG1187
 CG1187|---------------------------------------------------------------------|
 CG1187| PID    Reference Object                     Distance      Geod. Az  |
 CG1187|                                                           dddmmss.s |
 CG1187| CS6151 RAMSEY RM 2                          11.865 METERS 00252     |
 CG1187| CS6150 RAMSEY RM 1                          13.974 METERS 18502     |
 CG1187|---------------------------------------------------------------------|
 CG1187
 CG1187                          SUPERSEDED SURVEY CONTROL
 CG1187
 CG1187  NAD 83(1992)-  31 48 08.58303(N)    110 21 01.50340(W) AD(       ) A
 CG1187  ELLIP H (03/22/05) 1375.920  (m)                       GP(       ) 4 1
 CG1187  NAD 83(1992)-  31 48 08.58563(N)    110 21 01.50315(W) AD(       ) 2
 CG1187  NAD 83(1986)-  31 48 08.57848(N)    110 21 01.49876(W) AD(       ) 2
 CG1187  NGVD 29 (06/28/91) 1402.9    (m)         4603.     (f) VERT ANG    3  
 CG1187
 CG1187.Superseded values are not recommended for survey control.
 CG1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1187.See file dsdata.txt to determine how the superseded data were derived.
 CG1187
 CG1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6148818716(NAD 83)
 CG1187_MARKER: DS = TRIANGULATION STATION DISK
 CG1187_SETTING: 66 = SET IN ROCK OUTCROP
 CG1187_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1187_STAMPING: RAMSEY 1986
 CG1187_MARK LOGO: AZDT  
 CG1187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1187+STABILITY: POSITION/ELEVATION WELL
 CG1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1187+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 CG1187
 CG1187  HISTORY     - Date     Condition        Report By
 CG1187  HISTORY     - 1986     MONUMENTED       AZDT
 CG1187  HISTORY     - 19981001 GOOD             USPSQD
 CG1187  HISTORY     - 20031030 GOOD             AZ-003
 CG1187  HISTORY     - 20040429 GOOD             AZ-003
 CG1187  HISTORY     - 20050715 GOOD             AZ-003
 CG1187
 CG1187                          STATION DESCRIPTION
 CG1187
 CG1187'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1187'THE STATION IS LOCATED 12 MILES SOUTHWEST OF BENSON ALONG THE WEST
 CG1187'SIDE OF STATE ROUTE 90.
 CG1187'
 CG1187'THE STATION MARK IS AN AZDT DISK STAMPED---RAMSEY 1986---.  IT IS SET
 CG1187'IN A DRILL HOLE IN BEDROCK.  IT IS 96 FEET WEST OF THE CENTER LINE OF
 CG1187'THE HIGHWAY, FIVE FEET NORTH OF THE WITNESS POST, 4 FEET EAST OF THE
 CG1187'RIGHT OF WAY FENCE AND SURROUNDED BY A CONCRETE COLLAR FOR EASY
 CG1187'RECOVERY OF THE MARK WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 CG1187'
 CG1187'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RAMSEY RM 1 1986---.  IT IS
 CG1187'SET IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES BELOW THE GROUND
 CG1187'SURFACE.  IT IS SURROUNDED BY A 10 INCH CONCRETE COLLAR FOR EASY
 CG1187'RECOVERY.
 CG1187'
 CG1187'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RAMSEY RM 2 1986---.  IT IS
 CG1187'SET IN A DRILL HOLE IN BEDROCK WHICH IS 8 INCHES BELOW THE GROUND
 CG1187'SURFACE.  IT IS SURROUNDED BY A 10 INCH CONCRETE COLLAR FOR EASY
 CG1187'RECOVERY.
 CG1187'
 CG1187'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG1187'10 FOR 3 MILES TO THE STATE ROUTE 90 INTERCHANGE.  TRAVEL SOUTH ALONG
 CG1187'STATE ROUTE 90 FOR 10.4 MILES TO FRENCH JOE CANYON ROAD, CONTINUE
 CG1187'SOUTH ALONG S.R. 90 FOR 0.9 MILE TO THE STATION ON THE RIGHT.  IT IS
 CG1187'ON TOP OF THE 14 FOOT HIGHWAY CUT AT MILE POST 300.85.
 CG1187
 CG1187                          STATION RECOVERY (1998)
 CG1187
 CG1187'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1187'RECOVERED IN GOOD CONDITION.
 CG1187
 CG1187                          STATION RECOVERY (2003)
 CG1187
 CG1187'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CG1187'RECOVERED AS DESCRIBED
 CG1187
 CG1187                          STATION RECOVERY (2004)
 CG1187
 CG1187'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1187'RECOVERED AS DESCRIBED
 CG1187
 CG1187                          STATION RECOVERY (2005)
 CG1187
 CG1187'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2005 (DLS)
 CG1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1147 ***********************************************************************
 DV1147  DESIGNATION -  RAMSEY AZ MK
 DV1147  PID         -  DV1147
 DV1147  STATE/COUNTY-  AZ/LA PAZ
 DV1147  USGS QUAD   -  BEAR HILLS (1990)
 DV1147
 DV1147                         *CURRENT SURVEY CONTROL
 DV1147  ___________________________________________________________________
 DV1147* NAD 83(1986)-  33 40 05.     (N)    113 59 45.     (W)     SCALED    
 DV1147* NAVD 88     -       467.188  (meters)    1532.77   (feet)  ADJUSTED  
 DV1147  ___________________________________________________________________
 DV1147  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1147  DYNAMIC HT  -         466.650 (meters)    1531.00  (feet)  COMP
 DV1147  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 DV1147
 DV1147  VERT ORDER  -  FIRST     CLASS II
 DV1147
 DV1147.The horizontal coordinates were scaled from a topographic map and have
 DV1147.an estimated accuracy of +/- 6 seconds.
 DV1147
 DV1147.The orthometric height was determined by differential leveling
 DV1147.and adjusted in June 1991.
 DV1147
 DV1147.The geoid height was determined by GEOID03.
 DV1147
 DV1147.The dynamic height is computed by dividing the NAVD 88
 DV1147.geopotential number by the normal gravity value computed on the
 DV1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1147.degrees latitude (g = 980.6199 gals.).
 DV1147
 DV1147.The modeled gravity was interpolated from observed gravity values.
 DV1147
 DV1147;                    North         East    Units  Estimated Accuracy
 DV1147;SPC AZ W     -   295,880.      190,560.      MT  (+/- 180 meters Scaled)
 DV1147
 DV1147                          SUPERSEDED SURVEY CONTROL
 DV1147
 DV1147  NGVD 29 (??/??/92)  466.482  (m)         1530.45   (f) ADJ UNCH    1 2
 DV1147
 DV1147.Superseded values are not recommended for survey control.
 DV1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1147.See file dsdata.txt to determine how the superseded data were derived.
 DV1147
 DV1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC222293(NAD 83)
 DV1147_MARKER: DZ = AZIMUTH MARK DISK
 DV1147_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DV1147_SP_SET: UNSPEC. ROCK
 DV1147_STAMPING: RAMSEY 1949
 DV1147_MARK LOGO: CGS   
 DV1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1147+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2008
 DV1147
 DV1147  HISTORY     - Date     Condition        Report By
 DV1147  HISTORY     - 1949     MONUMENTED       CGS
 DV1147  HISTORY     - 1962     GOOD             NGS
 DV1147  HISTORY     - 1981     GOOD             NGS
 DV1147  HISTORY     - 20081102 GOOD             GEOCAC
 DV1147
 DV1147                          STATION DESCRIPTION
 DV1147
 DV1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1147'14.4 MI E FROM QUARTZSITE.
 DV1147'ABOUT 14.4 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DV1147'OFFICE AT QUARTZSITE, ABOUT 3.1 MILES WEST OF THE SMALL COMMUNITY
 DV1147'BRENDA, SET IN TOP OF A 1 BY 2 FOOT ROCK PROJECTING 0.5 FOOT, 67 FEET
 DV1147'NORTH OF THE CENTER OF THE HIGHWAY, 31 FEET SOUTH OF THE RIGHT OF WAY
 DV1147'FENCE, 5.5 FEET NORTH OF A METAL WITNESS POST, AND IS ABOUT LEVEL WITH
 DV1147'THE HIGHWAY.
 DV1147
 DV1147                          STATION RECOVERY (1981)
 DV1147
 DV1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1147'39.9 KM (24.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1147'SALOME ROAD IN SALOME, 1.5 KM (0.95 MI) NORTHEAST OF THE NORTHEAST END
 DV1147'OF THE HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 10, 0.3 KM (0.2 MI)
 DV1147'NORTHEAST OF HIGHWAY MILEPOST 32, SET IN TOP OF A 1.5 X 2 FOOT
 DV1147'BOULDER, 23.6 METERS (77.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 DV1147'HIGHWAY, 9.8 METERS (32.0 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 DV1147'THE MARK IS 0.6 METERS  NW FROM  4 X 4 WOODEN WITNESS POS
 DV1147'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DV1147
 DV1147                          STATION RECOVERY (2008)
 DV1147
 DV1147'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1143 ***********************************************************************
 DV1143  DESIGNATION -  RAMSEY RM 1
 DV1143  PID         -  DV1143
 DV1143  STATE/COUNTY-  AZ/LA PAZ
 DV1143  USGS QUAD   -  BEAR HILLS (1990)
 DV1143
 DV1143                         *CURRENT SURVEY CONTROL
 DV1143  ___________________________________________________________________
 DV1143* NAD 83(1986)-  33 39 56.     (N)    114 00 02.     (W)     SCALED    
 DV1143* NAVD 88     -       474.96   (+/-2cm)    1558.3    (feet)  VERTCON   
 DV1143  ___________________________________________________________________
 DV1143  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1143
 DV1143.The horizontal coordinates were scaled from a topographic map and have
 DV1143.an estimated accuracy of +/- 6 seconds.
 DV1143
 DV1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1143.The vertical order pertains to the NGVD 29 superseded value.
 DV1143
 DV1143.The geoid height was determined by GEOID03.
 DV1143
 DV1143;                    North         East    Units  Estimated Accuracy
 DV1143;SPC AZ W     -   295,600.      190,120.      MT  (+/- 180 meters Scaled)
 DV1143
 DV1143                          SUPERSEDED SURVEY CONTROL
 DV1143
 DV1143  NGVD 29 (??/??/92)  474.250  (m)         1555.94   (f) ADJ UNCH    2 0
 DV1143
 DV1143.Superseded values are not recommended for survey control.
 DV1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1143.See file dsdata.txt to determine how the superseded data were derived.
 DV1143
 DV1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT781291(NAD 83)
 DV1143_MARKER: DR = REFERENCE MARK DISK
 DV1143_SETTING: 66 = SET IN ROCK OUTCROP
 DV1143_SP_SET: ROCK OUTCROP
 DV1143_STAMPING: RAMSEY NO1 1949
 DV1143_MARK LOGO: CGS   
 DV1143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1143+STABILITY: POSITION/ELEVATION WELL
 DV1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1143+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DV1143
 DV1143  HISTORY     - Date     Condition        Report By
 DV1143  HISTORY     - 1949     MONUMENTED       CGS
 DV1143  HISTORY     - 1962     GOOD             NGS
 DV1143  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DV1143  HISTORY     - 20071019 GOOD             GEOCAC
 DV1143  HISTORY     - 20090218 GOOD             GEOCAC
 DV1143
 DV1143                          STATION DESCRIPTION
 DV1143
 DV1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1143'14.1 MI E FROM QUARTZSITE.
 DV1143'ABOUT 14.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DV1143'OFFICE AT QUARTZSITE, ABOUT 3.4 MILES WEST OF THE SMALL COMMUNITY
 DV1143'BRENDA, ABOUT 0.05 MILE WEST OF MILE POST 32, SET IN TOP OF A 1 BY 1
 DV1143'FOOT ROCK OUTCROP ABOUT FLUSH WITH THE GROUND, 58 FEET SOUTH OF THE
 DV1143'CENTER OF THE HIGHWAY, 40 FEET NORTH OF THE RIGHT OF WAY FENCE, 39
 DV1143'FEET NORTHEAST OF A 3 FOOT HIGH CAIRN, 25.1 FEET NORTHEAST OF
 DV1143'TRIANGULATION STATION RAMSEY, 21.8 FEET NORTHEAST OF A METAL WITNESS
 DV1143'POST, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 DV1143
 DV1143                          STATION RECOVERY (1981)
 DV1143
 DV1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1143'RECOVERED AS DESCRIBED.
 DV1143
 DV1143                          STATION RECOVERY (2007)
 DV1143
 DV1143'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1143'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1143'THE DESCRIPTION - THE WITNESS POST WAS NOT FOUND. HANDHELD COORDINATES
 DV1143' 
 DV1143'33 39 57.3 (N)   114 00 01.9 (W)  (NAD 83).
 DV1143
 DV1143                          STATION RECOVERY (2009)
 DV1143
 DV1143'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DV1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1144 ***********************************************************************
 DV1144  DESIGNATION -  RAMSEY RM 2
 DV1144  PID         -  DV1144
 DV1144  STATE/COUNTY-  AZ/LA PAZ
 DV1144  USGS QUAD   -  BEAR HILLS (1990)
 DV1144
 DV1144                         *CURRENT SURVEY CONTROL
 DV1144  ___________________________________________________________________
 DV1144* NAD 83(1986)-  33 39 56.     (N)    114 00 02.     (W)     SCALED    
 DV1144* NAVD 88     -       475.187  (meters)    1559.01   (feet)  ADJUSTED  
 DV1144  ___________________________________________________________________
 DV1144  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1144  DYNAMIC HT  -         474.639 (meters)    1557.21  (feet)  COMP
 DV1144  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 DV1144
 DV1144  VERT ORDER  -  FIRST     CLASS II
 DV1144
 DV1144.The horizontal coordinates were scaled from a topographic map and have
 DV1144.an estimated accuracy of +/- 6 seconds.
 DV1144
 DV1144.The orthometric height was determined by differential leveling
 DV1144.and adjusted in June 1991.
 DV1144
 DV1144.The geoid height was determined by GEOID03.
 DV1144
 DV1144.The dynamic height is computed by dividing the NAVD 88
 DV1144.geopotential number by the normal gravity value computed on the
 DV1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1144.degrees latitude (g = 980.6199 gals.).
 DV1144
 DV1144.The modeled gravity was interpolated from observed gravity values.
 DV1144
 DV1144;                    North         East    Units  Estimated Accuracy
 DV1144;SPC AZ W     -   295,600.      190,120.      MT  (+/- 180 meters Scaled)
 DV1144
 DV1144                          SUPERSEDED SURVEY CONTROL
 DV1144
 DV1144  NGVD 29 (??/??/92)  474.481  (m)         1556.69   (f) ADJ UNCH    1 2
 DV1144
 DV1144.Superseded values are not recommended for survey control.
 DV1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1144.See file dsdata.txt to determine how the superseded data were derived.
 DV1144
 DV1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT781291(NAD 83)
 DV1144_MARKER: DR = REFERENCE MARK DISK
 DV1144_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DV1144_SP_SET: UNSPEC. ROCK
 DV1144_STAMPING: RAMSEY NO2 1949
 DV1144_MARK LOGO: CGS   
 DV1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1144+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DV1144
 DV1144  HISTORY     - Date     Condition        Report By
 DV1144  HISTORY     - 1949     MONUMENTED       CGS
 DV1144  HISTORY     - 1962     GOOD             NGS
 DV1144  HISTORY     - 1981     GOOD             NGS
 DV1144  HISTORY     - 20071019 GOOD             GEOCAC
 DV1144  HISTORY     - 20090218 GOOD             GEOCAC
 DV1144
 DV1144                          STATION DESCRIPTION
 DV1144
 DV1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1144'14.1 MI E FROM QUARTZSITE.
 DV1144'ABOUT 14.1 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DV1144'OFFICE AT QUARTZSITE, ABOUT 3.4 MILES WEST OF THE SMALL COMMUNITY
 DV1144'BRENDA, ABOUT 0.05 MILE WEST OF MILE POST 32, 116 FEET SOUTH OF THE
 DV1144'CENTER OF THE HIGHWAY, 36.2 FEET SOUTH OF TRIANGULATION STATION
 DV1144'RAMSEY, 35 FEET SOUTHEAST OF A 3 FOOT HIGH CAIRN, 15 FEET SOUTHEAST OF
 DV1144'THE RIGHT OF WAY FENCE, 42.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DV1144'LEVEL WITH THE HIGHWAY, AND IS SET IN TOP OF A 1 BY 2 FOOT ROCK
 DV1144'PROJECTING 6 INCHES.
 DV1144
 DV1144                          STATION RECOVERY (1981)
 DV1144
 DV1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1144'40.4 KM (25.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1144'SALOME ROAD IN SALOME, 1.1 KM (0.65 MI) NORTHEAST OF THE NORTHEAST END
 DV1144'OF THE HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 10, 0.1 KM (0.05 MI)
 DV1144'SOUTHWEST OF HIGHWAY MILEPOST 32, SET IN TOP OF A 1.5 X 2 FOOT BOULDER
 DV1144'PROJECTING 0.6 FOOT, 32.1 METERS (105 FT) SOUTHEAST OF THE CENTERLINE
 DV1144'OF THE HIGHWAY, 16.3 METERS (53.5 FT) EAST OF THE NORTHEAST
 DV1144'BRACED-ANGLE-IRON POST FOR A GATE IN THE RIGHT-OF-WAY FENCE, 11.05
 DV1144'METERS (36.3 FT) SOUTHEAST OF THE TRIANGULATION STATION, 18.1 METERS
 DV1144'(59.4 FT) SOUTH-SOUTHEAST OF REFERENCE MARK NO 1, 4.6 METERS (15.0 FT)
 DV1144'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 DV1144'THE MARK IS 12.9 METERS  SE FROM A WITNESS POST.
 DV1144'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DV1144
 DV1144                          STATION RECOVERY (2007)
 DV1144
 DV1144'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1144'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1144'THE DESCRIPTION - THE WITNESS POST WAS NOT FOUND. HANDHELD COORDINATES
 DV1144' 
 DV1144'33 39 56.6 (N)   114 00 01.9 (W)  (NAD 83).
 DV1144
 DV1144                          STATION RECOVERY (2009)
 DV1144
 DV1144'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DV1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2248 ***********************************************************************
 DV2248  DESIGNATION -  RANCH
 DV2248  PID         -  DV2248
 DV2248  STATE/COUNTY-  AZ/MARICOPA
 DV2248  USGS QUAD   -  WADDELL (1975)
 DV2248
 DV2248                         *CURRENT SURVEY CONTROL
 DV2248  ___________________________________________________________________
 DV2248* NAD 83(2007)-  33 31 21.60478(N)    112 26 10.77876(W)     NO CHECK  
 DV2248* NAVD 88     -       341.6    (meters)    1121.     (feet)  VERTCON   
 DV2248  ___________________________________________________________________
 DV2248  EPOCH DATE  -        2007.00
 DV2248  X           -  -2,031,535.067 (meters)                     COMP
 DV2248  Y           -  -4,920,017.096 (meters)                     COMP
 DV2248  Z           -   3,502,602.603 (meters)                     COMP
 DV2248  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DV2248  ELLIP HEIGHT-         311.522 (meters)          (02/10/07) NO CHECK
 DV2248  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV2248
 DV2248  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2248  Type    PID    Designation                      North   East  Ellip
 DV2248  -------------------------------------------------------------------
 DV2248  NETWORK DV2248 RANCH                             3.67   2.74   7.82
 DV2248  -------------------------------------------------------------------
 DV2248
 DV2248.The horizontal coordinates were established by GPS observations
 DV2248.and adjusted by the National Geodetic Survey in February 2007.
 DV2248
 DV2248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2248.No horizontal observational check was made to the station.
 DV2248.The horizontal coordinates are valid at the epoch date displayed above.
 DV2248.The epoch date for horizontal control is a decimal equivalence
 DV2248.of Year/Month/Day.
 DV2248
 DV2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2248
 DV2248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2248
 DV2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2248
 DV2248.The ellipsoidal height was determined by GPS observations
 DV2248.and is referenced to NAD 83.
 DV2248
 DV2248.The geoid height was determined by GEOID03.
 DV2248
 DV2248;                    North         East     Units Scale Factor Converg.
 DV2248;SPC AZ C     -   279,835.288   165,088.957   MT  0.99992872   -0 17 13.2
 DV2248;SPC AZ C     -   918,094.78    541,630.44   iFT  0.99992872   -0 17 13.2
 DV2248;UTM  12      - 3,710,155.846   366,615.478   MT  0.99981934   -0 47 36.1
 DV2248
 DV2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2248!SPC AZ C     -   0.99995110  x   0.99992872  =   0.99987982
 DV2248!UTM  12      -   0.99995110  x   0.99981934  =   0.99977044
 DV2248
 DV2248                          SUPERSEDED SURVEY CONTROL
 DV2248
 DV2248  ELLIP H (06/11/02)  311.563  (m)                       GP(       ) 4 2
 DV2248  NAD 83(1992)-  33 31 21.60289(N)    112 26 10.77834(W) AD(       ) 1
 DV2248  ELLIP H (08/23/93)  311.695  (m)                       GP(       ) 4 2
 DV2248  NAD 83(1986)-  33 31 21.59728(N)    112 26 10.78452(W) AD(       ) 1
 DV2248  NGVD 29 (09/11/89)  341.1    (m)         1119.     (f) GPS OBS     3  
 DV2248
 DV2248.Superseded values are not recommended for survey control.
 DV2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2248.See file dsdata.txt to determine how the superseded data were derived.
 DV2248
 DV2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6661510156(NAD 83)
 DV2248_MARKER: DD = SURVEY DISK
 DV2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2248+STABILITY: SURFACE MOTION
 DV2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2248+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2248
 DV2248  HISTORY     - Date     Condition        Report By
 DV2248  HISTORY     - 1986     MONUMENTED       AZDT
 DV2248  HISTORY     - 20070323 GOOD             GEOCAC
 DV2248
 DV2248                          STATION DESCRIPTION
 DV2248
 DV2248'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2248'THE STATION IS LOCATED ABOUT 7.3 KM (4.5 MI)
 DV2248'WEST-NORTHWEST OF LITCHFIELD PARK, ARIZONA.
 DV2248'
 DV2248'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN SCHOOL AND
 DV2248'COTTON LANE, GO NORTH FOR 3.24 KM (2.0 MI) ON COTTON LANE
 DV2248'TO BETHANY HOME ROAD, TURN LEFT AND GO WEST FOR
 DV2248'0.97 KM (0.6 MI) ON BETHANY HOME ROAD TO THE STATION ON THE LEFT.
 DV2248'
 DV2248'THE STATION IS A STANDARD AGS DISK
 DV2248'STAMPED---RANCH 1986---,
 DV2248'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2248'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2248'0.91 METERS (3.0 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2248'1.07 METERS (3.5 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2248'0.3 METERS (1.0 FT) NORTH FROM THE EDGE OF A CONCRETE DITCH,
 DV2248'5.49 METERS (18.0 FT) SOUTH FROM THE CENTERLINE OF BETHANY HOME ROAD.
 DV2248'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2248'STAMPED---RANCH 1986---,
 DV2248'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2248
 DV2248                          STATION RECOVERY (2007)
 DV2248
 DV2248'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0782 ***********************************************************************
 ES0782  DESIGNATION -  RANDELL 2
 ES0782  PID         -  ES0782
 ES0782  STATE/COUNTY-  AZ/NAVAJO
 ES0782  USGS QUAD   -  JOSEPH CITY (1986)
 ES0782
 ES0782                         *CURRENT SURVEY CONTROL
 ES0782  ___________________________________________________________________
 ES0782* NAD 83(1992)-  34 57 20.53934(N)    110 18 33.44685(W)     ADJUSTED  
 ES0782* NAVD 88     -      1550.853  (meters)    5088.09   (feet)  ADJUSTED  
 ES0782  ___________________________________________________________________
 ES0782  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ES0782  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0782  DYNAMIC HT  -        1548.756 (meters)    5081.21  (feet)  COMP
 ES0782  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 ES0782
 ES0782  HORZ ORDER  -  THIRD
 ES0782  VERT ORDER  -  FIRST     CLASS II
 ES0782
 ES0782.The horizontal coordinates were established by classical geodetic methods
 ES0782.and adjusted by the National Geodetic Survey in August 1993.
 ES0782
 ES0782.The orthometric height was determined by differential leveling
 ES0782.and adjusted in June 1991.
 ES0782
 ES0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0782
 ES0782.The geoid height was determined by GEOID03.
 ES0782
 ES0782.The dynamic height is computed by dividing the NAVD 88
 ES0782.geopotential number by the normal gravity value computed on the
 ES0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0782.degrees latitude (g = 980.6199 gals.).
 ES0782
 ES0782.The modeled gravity was interpolated from observed gravity values.
 ES0782
 ES0782;                    North         East     Units Scale Factor Converg.
 ES0782;SPC AZ E     -   438,669.943   200,334.390   MT  0.99990209   -0 04 54.2
 ES0782;SPC AZ E     - 1,439,205.85    657,265.06   iFT  0.99990209   -0 04 54.2
 ES0782;UTM  12      - 3,868,348.768   563,062.833   MT  0.99964901   +0 23 44.7
 ES0782
 ES0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0782!SPC AZ E     -   0.99976042  x   0.99990209  =   0.99966253
 ES0782!UTM  12      -   0.99976042  x   0.99964901  =   0.99940951
 ES0782
 ES0782                          SUPERSEDED SURVEY CONTROL
 ES0782
 ES0782  NAD 83(1992)-  34 57 20.53269(N)    110 18 33.44866(W) AD(       ) 3
 ES0782  NGVD 29 (11/25/92) 1550.07   (m)         5085.5    (f) LEVELING    3  
 ES0782
 ES0782.Superseded values are not recommended for survey control.
 ES0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0782.See file dsdata.txt to determine how the superseded data were derived.
 ES0782
 ES0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6306368349(NAD 83)
 ES0782_MARKER: DH = HORIZONTAL CONTROL DISK
 ES0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0782_SP_SET: CONCRETE POST
 ES0782_STAMPING: RANDELL 2 1980
 ES0782_MARK LOGO: NGS   
 ES0782_PROJECTION: FLUSH
 ES0782_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0782+STABILITY: SURFACE MOTION
 ES0782
 ES0782  HISTORY     - Date     Condition        Report By
 ES0782  HISTORY     - 1980     MONUMENTED       NGS
 ES0782  HISTORY     - 1983     GOOD             NGS
 ES0782
 ES0782                          STATION DESCRIPTION
 ES0782
 ES0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 ES0782'THE STATION WAS RECOVERED AS DESCRIBED IN 1959.  THE INTERSTATE
 ES0782'HIGHWAY 40 BYPASS OF JOSEPH CITY WAS ABOUT TO DESTROY THE STATION AND
 ES0782'IT WAS MOVED AT THIS TIME.  THE STATION IS LOCATED ON A LOW RIDGE 1.4
 ES0782'MILES (2.3 KM) EAST OF JOSEPH CITY AND ABOUT 600 FT (182.9 M) NORTH
 ES0782'OF I 40.  THE STATION MARK IS A STANDARD DISK STAMPED RANDELL 2
 ES0782'1988.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  REFERENCE
 ES0782'MARK 3 IS A STANDARD DISK STAMPED, RANDELL 2 NO 3 1980.  IT IS SET IN
 ES0782'TOP OF A 10 INCH CONCRETE MONUMENT.  REFERENCE MARK 4 IS A STANDARD
 ES0782'DISK STAMPED, RANDELL 2 NO 4 1980.  IT IS SET IN TOP OF A 10 INCH
 ES0782'CONCRETE MONUMENT.  TO REACH THE STATION FROM THE POST OFFICE IN
 ES0782'JOSEPH CITY, TRAVEL EAST 1.4 MILES (2.3 KM) ALONG U.S 66 FOR 1.4
 ES0782'MILES (2.3 KM) TO A GATE ON THE LEFT, PASS THROUGH GATE ON TRACK ROAD
 ES0782'FOR 0.25 MILE (0.40 KM) TO CREST OF RGDGE, TURN RIGHT ALONG RIDGE FOR
 ES0782'0.25 MILE (0.40 KM) TO STATION.
 ES0782
 ES0782                          STATION RECOVERY (1983)
 ES0782
 ES0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0782'2.3 KM (1.45 MI) EAST FROM JOSEPH CITY.
 ES0782'THE STATION IS LOCATED ON A LOW RIDGE 1.4 MILES (2.3 KM) EAST OF
 ES0782'JOSEPH CITY AND ABOUT 600 FEET (182.9 M) NORTH OF I 40.
 ES0782'THE STATION MARK IS A STANDARD DISK STAMPED, RANDELL 2 1980.  IT IS
 ES0782'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0782'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, RANDELL 2 NO 3 1980.  IT
 ES0782'IS SET I TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0782'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, RANDELL 2 NO 4 1980.  IT
 ES0782'IS SET IN TOP OF A 10 INCH CONCRETE MOUUMENT.
 ES0782'TO REACH THE STATION FROM THE POST OFFICE IN JOSEPH CITY, TRAVEL EAST
 ES0782'1.4 MILES (2.3 KM) ALONG U.S. 66 FOR 1.4 MILES (2.3 KM) TO A GATE ON
 ES0782'THE LEFT, PASS THROUGH GATE ON TRACK ROAD FOR 0.25 MILE (0.40 KM) TO
 ES0782'CREST OF RIDGE, TURN RIGHT ALONG RIDGE FOR 0.25 MILE (0.40 KM) TO
 ES0782'STATION.
 ES0782'2.3 KM (1.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ES0782'IN JOSEPH CITY, 91.4 METERS (299.9 FT) NORTH OF THE CENTER OF THE
 ES0782'HIGHWAY, 4.9 METERS (16.1 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD,
 ES0782'AND 1.8 METERS (5.9 FT) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0065 ***********************************************************************
 ES0065  DESIGNATION -  RANDELL RM 1
 ES0065  PID         -  ES0065
 ES0065  STATE/COUNTY-  AZ/NAVAJO
 ES0065  USGS QUAD   -  JOSEPH CITY (1986)
 ES0065
 ES0065                         *CURRENT SURVEY CONTROL
 ES0065  ___________________________________________________________________
 ES0065* NAD 83(1986)-  34 57 11.     (N)    110 18 35.     (W)     SCALED    
 ES0065* NAVD 88     -      1547.972  (meters)    5078.64   (feet)  ADJUSTED  
 ES0065  ___________________________________________________________________
 ES0065  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0065  DYNAMIC HT  -        1545.879 (meters)    5071.77  (feet)  COMP
 ES0065  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 ES0065
 ES0065  VERT ORDER  -  SECOND    CLASS 0
 ES0065
 ES0065.The horizontal coordinates were scaled from a topographic map and have
 ES0065.an estimated accuracy of +/- 6 seconds.
 ES0065
 ES0065.The orthometric height was determined by differential leveling
 ES0065.and adjusted in June 1991.
 ES0065
 ES0065.The geoid height was determined by GEOID03.
 ES0065
 ES0065.The dynamic height is computed by dividing the NAVD 88
 ES0065.geopotential number by the normal gravity value computed on the
 ES0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0065.degrees latitude (g = 980.6199 gals.).
 ES0065
 ES0065.The modeled gravity was interpolated from observed gravity values.
 ES0065
 ES0065;                    North         East    Units  Estimated Accuracy
 ES0065;SPC AZ E     -   438,380.      200,300.      MT  (+/- 180 meters Scaled)
 ES0065
 ES0065                          SUPERSEDED SURVEY CONTROL
 ES0065
 ES0065  NGVD 29 (??/??/92) 1547.191  (m)         5076.08   (f) ADJ UNCH    2 0
 ES0065
 ES0065.Superseded values are not recommended for survey control.
 ES0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0065.See file dsdata.txt to determine how the superseded data were derived.
 ES0065
 ES0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD630680(NAD 83)
 ES0065_MARKER: DR = REFERENCE MARK DISK
 ES0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0065_STAMPING: RANDELL NO 1 1959
 ES0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0065+STABILITY: SURFACE MOTION
 ES0065
 ES0065  HISTORY     - Date     Condition        Report By
 ES0065  HISTORY     - 1959     MONUMENTED       CGS
 ES0065
 ES0065                          STATION DESCRIPTION
 ES0065
 ES0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0065'1.3 MI E FROM JOSEPH CITY.
 ES0065'1.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0065'CITY, ABOUT 0.05 MILE NORTH OF THE HIGHWAY, 33.5 FEET SOUTHEAST OF THE
 ES0065'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0065'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0063 ***********************************************************************
 ES0063  DESIGNATION -  RANDELL RM 2
 ES0063  PID         -  ES0063
 ES0063  STATE/COUNTY-  AZ/NAVAJO
 ES0063  USGS QUAD   -  JOSEPH CITY (1986)
 ES0063
 ES0063                         *CURRENT SURVEY CONTROL
 ES0063  ___________________________________________________________________
 ES0063* NAD 83(1986)-  34 57 11.     (N)    110 18 35.     (W)     SCALED    
 ES0063* NAVD 88     -      1547.936  (meters)    5078.52   (feet)  ADJUSTED  
 ES0063  ___________________________________________________________________
 ES0063  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0063  DYNAMIC HT  -        1545.843 (meters)    5071.65  (feet)  COMP
 ES0063  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 ES0063
 ES0063  VERT ORDER  -  SECOND    CLASS 0
 ES0063
 ES0063.The horizontal coordinates were scaled from a topographic map and have
 ES0063.an estimated accuracy of +/- 6 seconds.
 ES0063
 ES0063.The orthometric height was determined by differential leveling
 ES0063.and adjusted in June 1991.
 ES0063
 ES0063.The geoid height was determined by GEOID03.
 ES0063
 ES0063.The dynamic height is computed by dividing the NAVD 88
 ES0063.geopotential number by the normal gravity value computed on the
 ES0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0063.degrees latitude (g = 980.6199 gals.).
 ES0063
 ES0063.The modeled gravity was interpolated from observed gravity values.
 ES0063
 ES0063;                    North         East    Units  Estimated Accuracy
 ES0063;SPC AZ E     -   438,380.      200,300.      MT  (+/- 180 meters Scaled)
 ES0063
 ES0063                          SUPERSEDED SURVEY CONTROL
 ES0063
 ES0063  NGVD 29 (??/??/92) 1547.156  (m)         5075.96   (f) ADJ UNCH    2 0
 ES0063
 ES0063.Superseded values are not recommended for survey control.
 ES0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0063.See file dsdata.txt to determine how the superseded data were derived.
 ES0063
 ES0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD630680(NAD 83)
 ES0063_MARKER: DR = REFERENCE MARK DISK
 ES0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0063_STAMPING: RANDELL NO 2 1959
 ES0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0063+STABILITY: SURFACE MOTION
 ES0063
 ES0063  HISTORY     - Date     Condition        Report By
 ES0063  HISTORY     - 1959     MONUMENTED       CGS
 ES0063
 ES0063                          STATION DESCRIPTION
 ES0063
 ES0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0063'1.3 MI E FROM JOSEPH CITY.
 ES0063'1.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT JOSEPH
 ES0063'CITY, ABOUT 0.05 MILE NORTH OF THE HIGHWAY, 25 FEET EAST OF THE
 ES0063'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES0063'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1084 ***********************************************************************
 CZ1084  DESIGNATION -  RANDOLPH
 CZ1084  PID         -  CZ1084
 CZ1084  STATE/COUNTY-  AZ/PINAL
 CZ1084  USGS QUAD   -  COOLIDGE (1992)
 CZ1084
 CZ1084                         *CURRENT SURVEY CONTROL
 CZ1084  ___________________________________________________________________
 CZ1084* NAD 83(1992)-  32 53 22.13950(N)    111 30 53.01072(W)     ADJUSTED  
 CZ1084* NAVD 88     -       447.52   (+/-2cm)    1468.2    (feet)  VERTCON   
 CZ1084  ___________________________________________________________________
 CZ1084  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CZ1084  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ1084  HORZ ORDER  -  FIRST
 CZ1084  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1084
 CZ1084.The horizontal coordinates were established by classical geodetic methods
 CZ1084.and adjusted by the National Geodetic Survey in August 1993.
 CZ1084
 CZ1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1084.The vertical order pertains to the NGVD 29 superseded value.
 CZ1084
 CZ1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1084
 CZ1084.The geoid height was determined by GEOID03.
 CZ1084
 CZ1084;                    North         East     Units Scale Factor Converg.
 CZ1084;SPC AZ C     -   209,567.699   250,965.849   MT  0.99991743   +0 13 05.8
 CZ1084;SPC AZ C     -   687,558.07    823,378.77   iFT  0.99991743   +0 13 05.8
 CZ1084;UTM  12      - 3,639,152.580   451,856.392   MT  0.99962858   -0 16 46.2
 CZ1084
 CZ1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1084!SPC AZ C     -   0.99993443  x   0.99991743  =   0.99985187
 CZ1084!UTM  12      -   0.99993443  x   0.99962858  =   0.99956303
 CZ1084
 CZ1084|---------------------------------------------------------------------|
 CZ1084| PID    Reference Object                     Distance      Geod. Az  |
 CZ1084|                                                           dddmmss.s |
 CZ1084| CH6171 RANDOLPH RM 2                        16.985 METERS 26006     |
 CZ1084| CH6172 RANDOLPH RM 3                        16.972 METERS 26019     |
 CZ1084| CH5707 WATER TANK                                         2904138.6 |
 CZ1084| CH6170 RANDOLPH AZ MK                                     3542825.6 |
 CZ1084| CZ1083 RANDOLPH RM 1                        16.550 METERS 35933     |
 CZ1084|---------------------------------------------------------------------|
 CZ1084
 CZ1084                          SUPERSEDED SURVEY CONTROL
 CZ1084
 CZ1084  NAD 83(1986)-  32 53 22.13181(N)    111 30 53.01128(W) AD(       ) 1
 CZ1084  NAD 27      -  32 53 21.90800(N)    111 30 50.57000(W) AD(       ) 1
 CZ1084  NGVD 29 (??/??/92)  447.04   (m)         1466.7    (f) COMPUTED    1 2
 CZ1084
 CZ1084.Superseded values are not recommended for survey control.
 CZ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1084.See file dsdata.txt to determine how the superseded data were derived.
 CZ1084
 CZ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5185639153(NAD 83)
 CZ1084_MARKER: DS = TRIANGULATION STATION DISK
 CZ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1084_STAMPING: RANDOLPH 1935
 CZ1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1084+STABILITY: SURFACE MOTION
 CZ1084
 CZ1084  HISTORY     - Date     Condition        Report By
 CZ1084  HISTORY     - 1935     MONUMENTED       CGS
 CZ1084  HISTORY     - 1949     GOOD             NGS
 CZ1084  HISTORY     - 1968     GOOD             AMS
 CZ1084  HISTORY     - 1971     GOOD             NGS
 CZ1084  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ1084  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ1084
 CZ1084                          STATION DESCRIPTION
 CZ1084
 CZ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1084'ABOUT 9 MILES WEST AND 6 MILES SOUTH OF FLORENCE ON THE EAST
 CZ1084'SIDE OF STATE HIGHWAY NO. 87, AND ABOUT 125 FEET EAST OF THE
 CZ1084'PAVEMENT, ON A SMALL SAND RIDGE.  MARKED BY STANDARD BRONZE
 CZ1084'DISKS.  REFERENCE MARK NO. 1,
 CZ1084'A STANDARD BRONZE REFERENCE DISK IS 16.552 METERS
 CZ1084'(54.30 FEET) FROM STATION N 00 DEG 28 MIN W.  REFERENCE
 CZ1084'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK
 CZ1084'IS 16.975 METERS (55.69 FEET) FROM STATION S 80 DEG 06 MIN W.
 CZ1084'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN THE
 CZ1084'WEST END OF THE SOUTH ABUTMENT OF A ROCK CULVERT ON THE WEST
 CZ1084'SIDE OF THE HIGHWAY AT CROSSROADS, IS ONE-FOURTH MILE FROM
 CZ1084'STATION N 05 DEG 32 MIN W.
 CZ1084
 CZ1084                          STATION RECOVERY (1949)
 CZ1084
 CZ1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CZ1084'7.3 MI S FROM COOLIDGE.
 CZ1084'6.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1084'STATION AT COOLIDGE, THENCE 0.6 MILE NORTHWEST OF CULVERT 968.60.  ON
 CZ1084'A SMALL SAND RIDGE, ABOUT 40 YARDS EAST OF THE CENTER LINE OF STATE
 CZ1084'HIGHWAY 87, ABOUT 5 FEET ABOVE THE SURFACE OF THE HIGHWAY, AND 1.7
 CZ1084'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A
 CZ1084'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CZ1084
 CZ1084                          STATION RECOVERY (1968)
 CZ1084
 CZ1084'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1084'STATION MARK AND R.M. 1 AND R.M. 2 WERE RECOVERED.  R.M. 2
 CZ1084'IS LEANING AND APPEARS TO HAVE BEEN UNDERMINED BY GOPHERS.
 CZ1084'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED, ROCK
 CZ1084'CULVERT HAS BEEN REPLACED BY GALVANIZED PIPE, ASSUMED DESTROYED.
 CZ1084
 CZ1084                          STATION RECOVERY (1971)
 CZ1084
 CZ1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CZ1084'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 CZ1084'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 2 WERE
 CZ1084'FOUND DESTROYED.  REFERENCE MARK 2 WAS CHANGED TO 3 AND RESET
 CZ1084'AT THIS TIME.  A WATER TANK WAS INTERSECTED TO SERVE FOR AN
 CZ1084'AZIMUTH MARK.
 CZ1084'
 CZ1084'THE STATION MARK IS A STANDARD DISK STAMPED, RANDOLPH 1935.
 CZ1084'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1084'ABOUT 6 INCHES.  IT IS ON THE HIGHEST PART OF A LOW SAND MOUND
 CZ1084'AND MARKED BY A WITNESS POST AND SIGN.  39 YARDS EAST OF THE
 CZ1084'CENTER LINE OF THE HIGHWAY.
 CZ1084'
 CZ1084'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, RANDOLPH NO 1 1935.
 CZ1084'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 CZ1084'PROJECTS 1-1/2 INCHES.  IT IS 38 YARDS EAST OF THE HIGHWAY AND
 CZ1084'ABOUT 1 FOOT LOWER THAN THE STATION.
 CZ1084'
 CZ1084'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, RANDOLPH NO 3 1935
 CZ1084'1971.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 CZ1084'WHICH PROJECTS ABOUT 5 INCHES.  IT IS 21 YARDS EAST OF THE
 CZ1084'HIGHWAY AND ABOUT 2 FEET LOWER THAN THE STATION.
 CZ1084'
 CZ1084'THE WATER TANK WHICH SERVES FOR AN AZIMUTH MARK IS LOCATED AT
 CZ1084'THE STATE FARM 1-1/4 MILES WEST.  THE TOP CENTER WAS INTERSECTED.
 CZ1084'
 CZ1084'TO REACH THE STATION FROM THE POST OFFICE IN RANDOLPH, GO SOUTH
 CZ1084'ALONG ARIZONA HIGHWAYS 87 AND 287 FOR 1.9 MILES TO A LOW SAND
 CZ1084'HILL ON THE LEFT AND THE STATION.
 CZ1084'
 CZ1084'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1084'
 CZ1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES
 CZ1084'SOUTH OF RANDOLPH
 CZ1084
 CZ1084                          STATION RECOVERY (2007)
 CZ1084
 CZ1084'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1084'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
 CZ1084
 CZ1084                          STATION RECOVERY (2007)
 CZ1084
 CZ1084'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1084'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1083 ***********************************************************************
 CZ1083  DESIGNATION -  RANDOLPH RM 1
 CZ1083  PID         -  CZ1083
 CZ1083  STATE/COUNTY-  AZ/PINAL
 CZ1083  USGS QUAD   -  COOLIDGE (1992)
 CZ1083
 CZ1083                         *CURRENT SURVEY CONTROL
 CZ1083  ___________________________________________________________________
 CZ1083* NAD 83(1986)-  32 53 22.     (N)    111 30 52.     (W)     SCALED    
 CZ1083* NAVD 88     -       446.98   (+/-2cm)    1466.5    (feet)  VERTCON   
 CZ1083  ___________________________________________________________________
 CZ1083  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ1083  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1083
 CZ1083.The horizontal coordinates were scaled from a topographic map and have
 CZ1083.an estimated accuracy of +/- 6 seconds.
 CZ1083
 CZ1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1083.The vertical order pertains to the NGVD 29 superseded value.
 CZ1083
 CZ1083.The geoid height was determined by GEOID03.
 CZ1083
 CZ1083;                    North         East    Units  Estimated Accuracy
 CZ1083;SPC AZ C     -   209,560.      250,990.      MT  (+/- 180 meters Scaled)
 CZ1083
 CZ1083                          SUPERSEDED SURVEY CONTROL
 CZ1083
 CZ1083  NGVD 29 (??/??/92)  446.50   (m)         1464.9    (f) COMPUTED    1 2
 CZ1083
 CZ1083.Superseded values are not recommended for survey control.
 CZ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1083.See file dsdata.txt to determine how the superseded data were derived.
 CZ1083
 CZ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518391(NAD 83)
 CZ1083_MARKER: DR = REFERENCE MARK DISK
 CZ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1083_STAMPING: RANDOLPH NO. 1 1935
 CZ1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1083+STABILITY: SURFACE MOTION
 CZ1083
 CZ1083  HISTORY     - Date     Condition        Report By
 CZ1083  HISTORY     - 1935     MONUMENTED       CGS
 CZ1083  HISTORY     - 1949     GOOD             NGS
 CZ1083  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 CZ1083
 CZ1083                          STATION DESCRIPTION
 CZ1083
 CZ1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ1083'7.3 MI S FROM COOLIDGE.
 CZ1083'6.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1083'STATION AT COOLIDGE, THENCE 0.6 MILE NORTHWEST OF CULVERT 968.60.  ON
 CZ1083'A SMALL SAND RIDGE, ABOUT 40 YARDS EAST OF THE CENTER LINE OF STATE
 CZ1083'HIGHWAY 87, 53.8 FEET NORTH OF THE STATION, AND ABOUT 4 FEET ABOVE THE
 CZ1083'SURFACE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CZ1083'THE GROUND.
 CZ1083
 CZ1083                          STATION RECOVERY (2007)
 CZ1083
 CZ1083'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1083'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1914 ***********************************************************************
 DV1914  DESIGNATION -  RANDOM
 DV1914  PID         -  DV1914
 DV1914  STATE/COUNTY-  AZ/MARICOPA
 DV1914  USGS QUAD   -  CORTEZ PEAK NW (1990)
 DV1914
 DV1914                         *CURRENT SURVEY CONTROL
 DV1914  ___________________________________________________________________
 DV1914* NAD 83(1992)-  33 26 07.74676(N)    113 10 45.81874(W)     ADJUSTED  
 DV1914* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 DV1914  ___________________________________________________________________
 DV1914  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DV1914  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1914  HORZ ORDER  -  FIRST
 DV1914
 DV1914.The horizontal coordinates were established by classical geodetic methods
 DV1914.and adjusted by the National Geodetic Survey in August 1993.
 DV1914
 DV1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1914
 DV1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1914
 DV1914.The geoid height was determined by GEOID03.
 DV1914
 DV1914;                    North         East     Units Scale Factor Converg.
 DV1914;SPC AZ C     -   270,758.626    95,945.168   MT  1.00006992   -0 41 45.0
 DV1914;SPC AZ C     -   888,315.70    314,780.73   iFT  1.00006992   -0 41 45.0
 DV1914;UTM  12      - 3,701,690.328   297,396.781   MT  1.00010610   -1 12 04.5
 DV1914
 DV1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1914!SPC AZ C     -   0.99995033  x   1.00006992  =   1.00002025
 DV1914!UTM  12      -   0.99995033  x   1.00010610  =   1.00005643
 DV1914
 DV1914|---------------------------------------------------------------------|
 DV1914| PID    Reference Object                     Distance      Geod. Az  |
 DV1914|                                                           dddmmss.s |
 DV1914| DV1915 T1N R9W SECS 9 10 15 16              13.236 METERS 05852     |
 DV1914| CH3150 RANDOM RM 1                           9.806 METERS 14208     |
 DV1914| CH3149 RANDOM AZ MK                                       2051512.2 |
 DV1914|---------------------------------------------------------------------|
 DV1914
 DV1914                          SUPERSEDED SURVEY CONTROL
 DV1914
 DV1914  NAD 83(1986)-  33 26 07.73859(N)    113 10 45.82534(W) AD(       ) 1
 DV1914  NAD 27      -  33 26 07.60100(N)    113 10 43.14900(W) AD(       ) 1
 DV1914  NGVD 29 (07/19/86)  347.0    (m)         1138.     (f) VERT ANG    3  
 DV1914
 DV1914.Superseded values are not recommended for survey control.
 DV1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1914.See file dsdata.txt to determine how the superseded data were derived.
 DV1914
 DV1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9739701690(NAD 83)
 DV1914_MARKER: DS = TRIANGULATION STATION DISK
 DV1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1914
 DV1914  HISTORY     - Date     Condition        Report By
 DV1914  HISTORY     - 1948     MONUMENTED       CGS
 DV1914  HISTORY     - 1950     GOOD             CGS
 DV1914  HISTORY     - 19860411 MARK NOT FOUND   USGS
 DV1914
 DV1914                          STATION DESCRIPTION
 DV1914
 DV1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1914'STATION IS LOCATED ON THE HARQUAHALLA PLAINS, ABOUT 14 MILES
 DV1914'AIRLINE WEST SOUTHWEST OF TONOPAH, 8 MILES AIRLINE WEST OF
 DV1914'SADDLE MOUNTAIN, NEAR THE CORNER OF SECTIONS 9, 10, 15, AND
 DV1914'16 OF T 1 N, R 9 W, AND 13 PACES WEST OF NORTH-SOUTH SECTION
 DV1914'LINE ROAD, 6 PACES SOUTH OF EAST-WEST SECTION LINE ROAD,
 DV1914'8 FEET EAST OF A WHITE WITNESS POST, PROJECTS 3 INCHES, AND
 DV1914'STAMPED, RANDOM 1948.
 DV1914'
 DV1914'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1914'STATION, 8 PACES WEST OF NORTH-SOUTH ROAD, PROJECTS 4 INCHES, AND
 DV1914'STAMPED, RANDOM NO 1 1948.
 DV1914'
 DV1914'REFERENCE MARK NO. 2 IS A GENERAL LAND OFFICE MARK FASTENED
 DV1914'TO A 2 INCH IRON PIPE, PROJECTS 1 FOOT, LOCATED AT THE INTERSECTION
 DV1914'OF TWO SECTION LINE ROADS, AND STAMPED, T 1 N R 9 W S9 S10
 DV1914'S15 S16 1914.
 DV1914'
 DV1914'AZIMUTH MARK IS A STANDARD BRONZE DISK WELDED TO A 3 INCH
 DV1914'IRON PIPE, PROJECTS 6 INCHES, LOCATED 4 PACES SOUTHEAST OF
 DV1914'TRACK ROAD, 6 FEET EAST OF WHITE 4 X 4 WITNESS POST, AND STAMPED,
 DV1914'RANDOM 1948.
 DV1914'
 DV1914'TO REACH FROM SHELL SERVICE STATION ON THE EAST SIDE OF SALOME,
 DV1914'GO SOUTH EASTERLY ON GRADED ROAD TOWARD HASSAYAMPA FOR 31.8
 DV1914'MILES TO A CATTLE GUARD (STATION PLEASANTON 1948 IS ON RIGHT
 DV1914'AT THIS POINT).  CROSS CATTLE GUARD AND TURN RIGHT OFF OF GRADED
 DV1914'ROAD AND FOLLOW TRACK ROAD ALONG EAST SIDE OF FENCE LINE FOR
 DV1914'5.0 MILES TO A FENCE CORNER AND GATE.  PASS THROUGH GATE AND
 DV1914'CONTINUE SOUTH FOR 1.0 MILE TO CROSSROAD.  TURN RIGHT (WEST)
 DV1914'AND GO 3.0 MILES TO CROSSROAD AND STATION AS DESCRIBED ABOVE.
 DV1914'A DRIVE STATION.
 DV1914'
 DV1914'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHWEST ON TRACK ROAD
 DV1914'FOR 0.35 MILE TO MARK ON LEFT AS DESCRIBED ABOVE.
 DV1914
 DV1914                          STATION RECOVERY (1950)
 DV1914
 DV1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1914'THE 1948 DESCRIPTION OF STATION, AND THE DESCRIBED TRAVEL
 DV1914'TO REACH STATION IS ADEQUATE.  ALL MARKS WERE RECOVERED, AND ARE
 DV1914'IN GOOD CONDITION.
 DV1914
 DV1914                          STATION RECOVERY (1986)
 DV1914
 DV1914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JLD)
 DV1914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1973 ***********************************************************************
 DV1973  DESIGNATION -  RANE
 DV1973  PID         -  DV1973
 DV1973  STATE/COUNTY-  AZ/LA PAZ
 DV1973  USGS QUAD   -  NEW WATER WELL (1990)
 DV1973
 DV1973                         *CURRENT SURVEY CONTROL
 DV1973  ___________________________________________________________________
 DV1973* NAD 83(1992)-  33 33 54.02396(N)    113 46 03.31111(W)     ADJUSTED  
 DV1973* NAVD 88     -       416.63   (+/-2cm)    1366.9    (feet)  VERTCON   
 DV1973  ___________________________________________________________________
 DV1973  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DV1973  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DV1973  HORZ ORDER  -  SECOND
 DV1973  VERT ORDER  -  THIRD ? (See Below)
 DV1973
 DV1973.The horizontal coordinates were established by classical geodetic methods
 DV1973.and adjusted by the National Geodetic Survey in August 1993.
 DV1973
 DV1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1973.The vertical order pertains to the NGVD 29 superseded value.
 DV1973
 DV1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1973
 DV1973.The geoid height was determined by GEOID03.
 DV1973
 DV1973;                    North         East     Units Scale Factor Converg.
 DV1973;SPC AZ W     -   284,419.500   211,727.157   MT  0.99993337   -0 00 35.0
 DV1973;SPC AZ W     -   933,134.84    694,642.90   iFT  0.99993337   -0 00 35.0
 DV1973;UTM  12      - 3,717,358.701   243,084.881   MT  1.00041382   -1 31 51.6
 DV1973
 DV1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1973!SPC AZ W     -   0.99993952  x   0.99993337  =   0.99987289
 DV1973!UTM  12      -   0.99993952  x   1.00041382  =   1.00035331
 DV1973
 DV1973|---------------------------------------------------------------------|
 DV1973| PID    Reference Object                     Distance      Geod. Az  |
 DV1973|                                                           dddmmss.s |
 DV1973| DV1972 T3N R15W SECS 25 26 35 36           109.906 METERS 01724     |
 DV1973| CH3153 RANE RM 2                             8.945 METERS 05601     |
 DV1973| CH3151 RANE AZ MK                                         1820953.2 |
 DV1973| CH3152 RANE RM 1                             9.897 METERS 35232     |
 DV1973|---------------------------------------------------------------------|
 DV1973
 DV1973                          SUPERSEDED SURVEY CONTROL
 DV1973
 DV1973  NAD 83(1986)-  33 33 54.02010(N)    113 46 03.32234(W) AD(       ) 2
 DV1973  NAD 27      -  33 33 53.90600(N)    113 46 00.56400(W) AD(       ) 2
 DV1973  NGVD 29 (07/19/86)  415.95   (m)         1364.7    (f) LEVELING    3  
 DV1973
 DV1973.Superseded values are not recommended for survey control.
 DV1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1973.See file dsdata.txt to determine how the superseded data were derived.
 DV1973
 DV1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4308517359(NAD 83)
 DV1973_MARKER: DS = TRIANGULATION STATION DISK
 DV1973_SETTING: 80 = SET IN A BOULDER
 DV1973_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1973
 DV1973  HISTORY     - Date     Condition        Report By
 DV1973  HISTORY     - 1949     MONUMENTED       CGS
 DV1973  HISTORY     - 1966     GOOD             CGS
 DV1973
 DV1973                          STATION DESCRIPTION
 DV1973
 DV1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1973'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE SOUTH-SOUTHWEST
 DV1973'OF HOPE ON THE WEST SIDE OF A DIRT ROAD FOLLOWING ALONG A
 DV1973'SECTION LINE AND 0.35 MILE SOUTH OF A DIAGONAL INTERSECTION
 DV1973'IN DIRT ROAD.  THE STATION MARK IS 105 FEET WEST OF THE CENTER
 DV1973'LINE OF THE DIRT ROAD, 10 FEET EAST OF A WHITE WITNESS POST,
 DV1973'FLUSH WITH THE GROUND AND STAMPED, RANE 1949.
 DV1973'
 DV1973'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV1973'AS THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, RANE
 DV1973'NO 1 1949.
 DV1973'
 DV1973'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1973'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, RANE NO 2
 DV1973'1949.
 DV1973'
 DV1973'REFERENCE MARK IS A GENERAL LAND OFFICE SURVEY, CAPPED, 2-INCH
 DV1973'GALVANIZED PIPE SET IN THE GROUND 8 FEET EAST OF THE CENTER
 DV1973'LINE OF DIRT ROAD, PROJECTS 12 INCHES AND STAMPED, T3N R15W
 DV1973'S26 S25 S35 S36 1926.
 DV1973'
 DV1973'THE AZIMUTH MARK IS LOCATED ON THE TOP OF SMALL ROCKY KNOLL
 DV1973'150 FEET WEST OF DIRT ROAD.  IT IS 3 FEET NORTHWEST OF A WHITE
 DV1973'WITNESS POST IN CAIRN, PROJECTS 6 INCHES AND STAMPED, RANE 1949.
 DV1973'
 DV1973'TO REACH THE AZIMUTH FROM THE STATION GO SOUTH ON THE DIRT
 DV1973'ROAD FOR 0.5 MILE TO SMALL ROCKY KNOLL ON THE RIGHT, WEST,
 DV1973'AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 DV1973'
 DV1973'TO REACH THE STATION FROM HOPE, GO WEST ON U.S. HIGHWAY 60
 DV1973'AND 70 FOR 3.6 MILES TO CROSS ROAD.  TURN LEFT, SOUTH, ON
 DV1973'GRADED ROAD AND CONTINUE STRAIGHT AHEAD FOR 10.4 MILES TO A
 DV1973'DIAGONAL INTERSECTION.  CONTINUE STRAIGHT AHEAD ALONG SECTION
 DV1973'LINE FOR 0.35 MILE TO THE STATION ON THE RIGHT, WEST, AS
 DV1973'DESCRIBED ABOVE.
 DV1973
 DV1973                          STATION RECOVERY (1966)
 DV1973
 DV1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (KFB)
 DV1973'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 DV1973'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DV1973'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DV1973'
 DV1973'TO REACH THE STATION FROM HOPE, GO WEST ON U.S. HIGHWAY
 DV1973'60 AND 70 FOR 3.6 MILES TO A CROSS ROAD.  TURN LEFT AND GO SOUTH
 DV1973'ON A DIRT ROAD FOR 6.0 MILES TO INTERSTATE 10.  CONTINUE
 DV1973'SOUTH ON THE DIRT ROAD FOR 4.0 MILES TO A SIDE ROAD RIGHT,
 DV1973'CONTINUE SOUTH FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DV1973'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 DV1973'THE DIRT ROAD FOR 0.5 MILE TO A SMALL ROCKY KNOLL AND THE
 DV1973'MARK ON THE RIGHT.
 DV1973'
 DV1973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.0 MILES
 DV1973'SOUTH-SOUTHWEST OF HOPE, ABOUT 9.0 MILES SOUTH OF U.S. HIGHWAY
 DV1973'60 AND 70 AND 4.0 MILES SOUTH OF INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1971 ***********************************************************************
 DV1971  DESIGNATION -  RANEGRAS
 DV1971  PID         -  DV1971
 DV1971  STATE/COUNTY-  AZ/MARICOPA
 DV1971  USGS QUAD   -  VICKSBURG (1990)
 DV1971
 DV1971                         *CURRENT SURVEY CONTROL
 DV1971  ___________________________________________________________________
 DV1971* NAD 83(1992)-  33 42 54.18449(N)    113 45 09.94440(W)     ADJUSTED  
 DV1971* NAVD 88     -       543.9    (meters)    1784.     (feet)  VERTCON   
 DV1971  ___________________________________________________________________
 DV1971  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 DV1971  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1971  HORZ ORDER  -  FIRST
 DV1971
 DV1971.The horizontal coordinates were established by classical geodetic methods
 DV1971.and adjusted by the National Geodetic Survey in June 1998.
 DV1971
 DV1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1971
 DV1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1971
 DV1971.The geoid height was determined by GEOID03.
 DV1971
 DV1971;                    North         East     Units Scale Factor Converg.
 DV1971;SPC AZ C     -   302,564.450    43,174.150   MT  1.00025696   -1 01 09.8
 DV1971;SPC AZ C     -   992,665.52    141,647.47   iFT  1.00025696   -1 01 09.8
 DV1971;SPC AZ W     -   301,060.587   213,103.971   MT  0.99993333   -0 00 05.5
 DV1971;SPC AZ W     -   987,731.58    699,160.01   iFT  0.99993333   -0 00 05.5
 DV1971;UTM  12      - 3,733,965.156   244,904.728   MT  1.00040231   -1 31 43.6
 DV1971
 DV1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1971!SPC AZ C     -   0.99991950  x   1.00025696  =   1.00017644
 DV1971!SPC AZ W     -   0.99991950  x   0.99993333  =   0.99985284
 DV1971!UTM  12      -   0.99991950  x   1.00040231  =   1.00032178
 DV1971
 DV1971:                Primary Azimuth Mark                     Grid Az
 DV1971:SPC AZ C     -  VICKSBURG                                003 16 55.8
 DV1971:SPC AZ W     -  VICKSBURG                                002 15 51.5
 DV1971:UTM  12      -  VICKSBURG                                003 47 29.6
 DV1971
 DV1971|---------------------------------------------------------------------|
 DV1971| PID    Reference Object                     Distance      Geod. Az  |
 DV1971|                                                           dddmmss.s |
 DV1971| DV1212 VICKSBURG                           APPROX. 3.2 KM 0021546.0 |
 DV1971| DV1962 SALOME PEAK                         APPROX.14.3 KM 0152955.7 |
 DV1971| CH3154 RANEGRAS RM 1                         9.716 METERS 05144     |
 DV1971| DV1968 LOS ANGELES PHOENIX AWY BN 27A      APPROX.20.0 KM 1553223.1 |
 DV1971| CH2183 HIGHWAY 60 STA 2472+00 1265.03                     2884448.4 |
 DV1971| CH3155 RANEGRAS RM 2                        13.596 METERS 32658     |
 DV1971|---------------------------------------------------------------------|
 DV1971
 DV1971                          SUPERSEDED SURVEY CONTROL
 DV1971
 DV1971  NAD 83(1992)-  33 42 54.18449(N)    113 45 09.94440(W) AD(       ) 1
 DV1971  NAD 83(1986)-  33 42 54.17864(N)    113 45 09.95592(W) AD(       ) 1
 DV1971  NAD 27      -  33 42 54.06640(N)    113 45 07.19220(W) AD(       ) 1
 DV1971  NGVD 29 (07/19/86)  543.2    (m)         1782.     (f) VERT ANG    3  
 DV1971
 DV1971.Superseded values are not recommended for survey control.
 DV1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1971.See file dsdata.txt to determine how the superseded data were derived.
 DV1971
 DV1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4490533965(NAD 83)
 DV1971_MARKER: DS = TRIANGULATION STATION DISK
 DV1971_SETTING: 80 = SET IN A BOULDER
 DV1971_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DV1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1971+STABILITY: SURFACE MOTION
 DV1971
 DV1971  HISTORY     - Date     Condition        Report By
 DV1971  HISTORY     - 1948     MONUMENTED       CGS
 DV1971  HISTORY     - 1956     GOOD             CGS
 DV1971  HISTORY     - 1967     GOOD             AMS
 DV1971  HISTORY     - 1972     GOOD             AZHD
 DV1971  HISTORY     - 1985     GOOD             AZDT
 DV1971
 DV1971                          STATION DESCRIPTION
 DV1971
 DV1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1971'THE STATION IS LOCATED ABOUT 3 MILES WEST OF HOPE ON A LONE,
 DV1971'PROMINENT HILL WHICH HAS A PUMICE QUARRY ON THE NORTH SIDE.
 DV1971'THE STATION MARK IS ON THE HIGHEST POINT OF THE HILL, 5 FEET
 DV1971'NORTHWEST OF A CAIRN, PROJECTS 3 INCHES, AND IS STAMPED, RANEGRAS
 DV1971'1948.
 DV1971'
 DV1971'REFERENCE MARK NO. 1 IS SET FLUSH ON THE EDGE OF THE NORTH
 DV1971'RIM.  IT IS 9 FEET LOWER THAN THE STATION MARK AND IS STAMPED,
 DV1971'RANEGRAS NO 1 1948.
 DV1971'
 DV1971'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS SET ON THE EDGE
 DV1971'OF THE NORTH RIM.  IT IS 10 FEET LOWER THAN THE STATION MARK
 DV1971'AND IS STAMPED, RANEGRAS NO 2 1948.
 DV1971'
 DV1971'STATION VICKSBURG 1948 IS THE AZIMUTH MARK.
 DV1971'
 DV1971'TO REACH THE STATION FROM HOPE, GO WEST ON U.S. HIGHWAY 60 FOR
 DV1971'2.6 MILES TO A ROAD LEFT.  TURN LEFT AND FOLLOW ROAD TO LOADING
 DV1971'BIN AND END OF TRUCK TRAVEL.  FROM HERE WALK SOUTH UP STEEP SLOPE
 DV1971'TO HIGHEST POINT AND STATION.  A 15 MINUTE PACK.
 DV1971
 DV1971                          STATION RECOVERY (1956)
 DV1971
 DV1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1971'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV1971'AND FOUND IN GOOD CONDITION.  A DIRECTION WAS TAKEN TO AN
 DV1971'ARIZONA HIGHWAY DEPARTMENT DISK WEST-NORTHWEST OF THE STATION
 DV1971'WHICH CAN BE USED AS AN AZIMUTH MARK.
 DV1971'
 DV1971'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DV1971'
 DV1971'THE STATION IS ON THE HIGHEST POINT AND NEAR THE NORTH END OF
 DV1971'A LONE, PROMINENT HILL ON THE RANEGRAS PLAIN ABOUT MIDWAY
 DV1971'BETWEEN THE NEW WATER AND LITTLE HARQUAHALA MOUNTAIN RANGES.
 DV1971'IT IS ABOUT 3 MILES WEST OF HOPE, 2 MILES SOUTH OF VICKSBURG, 0.2
 DV1971'OF A MILE SOUTH OF U.S. HIGHWAYS NO. 60 AND 70 AND 6 FEET WEST
 DV1971'OF A CAIRN.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 DV1971'HOLE IN A BOULDER AND THE DISK IS STAMPED RANEGRAS 1948.
 DV1971'
 DV1971'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN
 DV1971'A DRILL HOLE IN OUTCROPPING BEDROCK NEAR THE NORTH RIM OF THE
 DV1971'HILL AND IS ABOUT 9 FEET BELOW THE ELEVATION OF THE STATION.
 DV1971'THE DISK IS STAMPED RANEGRAS NO 1 1948.
 DV1971'
 DV1971'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A
 DV1971'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 8 INCHES
 DV1971'ABOVE THE NORTH RIM OF THE HILL AND IS ABOUT 10 FEET BELOW THE
 DV1971'ELEVATION OF THE STATION.  THE DISK IS STAMPED RANEGRAS NO 2
 DV1971'1948.
 DV1971'
 DV1971'THE ARIZONA HIGHWAY DEPARTMENT BENCH MARK (AZIMUTH MARK) IS
 DV1971'A BRONZE DISK CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SOUTH
 DV1971'HEADWALL OF A CONCRETE CULVERT ON U.S. HIGHWAYS NO. 60 AND 70
 DV1971'AND ABOUT 0.1 MILE EAST OF A SMALL SETTLEMENT.  THE DISK IS
 DV1971'STAMPED 1265.03 2472-00 1932.
 DV1971'
 DV1971'TO REACH THE STATION FROM THE SMALL COMMUNITY OF HOPE AT THE
 DV1971'JUNCTION OF U.S. HIGHWAYS NO. 60 AND 70 AND STATE ROUTE NO.
 DV1971'72, GO WEST ON U.S. HIGHWAYS NO. 60 AND 70 FOR 2.6 MILES TO A
 DV1971'WIRE GATE ON THE LEFT AND A ROAD LEADING INTO AN ABANDONED MINE
 DV1971'ON THE NORTH SLOPE OF THE HILL.  HERE TURN LEFT AND GO SOUTH
 DV1971'ALONG THE EAST SIDE OF THE HILL ON A GRADED ROAD WHICH SWINGS
 DV1971'BACK TO THE NORTH AND WEST UP THE SIDE OF THE HILL FOR A TOTAL
 DV1971'DISTANCE OF 0.6 MILE TO A LARGE METAL LONDING BIN AT THE OLD
 DV1971'MINE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 DV1971'SOUTHERLY UP A STEEP, ROCKY SLOPE TO THE HIGHEST POINT OF THE
 DV1971'HILL AND THE STATION AS DESCRIBED.  THIS IS ABOUT A 15
 DV1971'MINUTE PACK.
 DV1971'
 DV1971'TO REACH THE ARIZONA HIGHWAY DEPARTMENT DISK USED AS THE AZIMUTH
 DV1971'MARK FROM THE WIRE GATE LEADING INTO THE STATION, GO WEST
 DV1971'ON U.S. HIGHWAYS NO. 60 AND 70 FOR 0.8 MILE TO A CONCRETE
 DV1971'CULVERT AND THE MARK IN THE SOUTH HEADWALL AS DESCRIBED.
 DV1971
 DV1971                          STATION RECOVERY (1967)
 DV1971
 DV1971'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JDM)
 DV1971'STATION RECOVERED IN GOOD CONDITION.  R.M. 1 AND R.M. 2
 DV1971'ALSO RECOVERED IN GOOD CONDITION.
 DV1971'
 DV1971'AZ. MK. VICKSBURG WAS RECOVERED AND USED.
 DV1971
 DV1971                          STATION RECOVERY (1972)
 DV1971
 DV1971'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1971'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN
 DV1971'
 DV1971'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 DV1971'
 DV1971'STATION MARK STD. USC AND GS B.
 DV1971'
 DV1971'REFERENCE MARKS GOOD
 DV1971
 DV1971                          STATION RECOVERY (1985)
 DV1971
 DV1971'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1971'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND STATION VICKSBURG WHICH
 DV1971'WAS USED FOR AN AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 DV1971'A.H.D AZIMUTH MARK HAS BEEN DESTROYED.  A NEW ROUTE TO THE STATION
 DV1971'FOLLOWS.
 DV1971'
 DV1971'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1971'U.S. HIGHWAY 60 FOR 9.6 MILES TO THE JUNCTION WITH STATE ROUTE 72 IN
 DV1971'HOPE.  TRAVEL WEST ALONG U.S. 60 FOR 2.65 MILE TO THE CENTRAL ARIZONA
 DV1971'PROJECT CANAL, CONTINUE AHEAD 0.05 MILE TO A WIRE GATE ON THE LEFT.
 DV1971'PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.4 MILE TO A TRACK ROAD
 DV1971'ON THE RIGHT.  TURN RIGHT AND TRAVEL NORTHWEST 0.1 MILE TO A LOADING
 DV1971'SHUTE AND END OF TRUCK TRAVEL.  PACK TO THE TOP OF THE STEEP HILL AND
 DV1971'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0917 ***********************************************************************
 EU0917  DESIGNATION -  RANGE
 EU0917  PID         -  EU0917
 EU0917  STATE/COUNTY-  AZ/MOHAVE
 EU0917  USGS QUAD   -  BUCK MOUNTAINS SE (1970)
 EU0917
 EU0917                         *CURRENT SURVEY CONTROL
 EU0917  ___________________________________________________________________
 EU0917* NAD 83(1992)-  34 35 23.64725(N)    114 05 00.57773(W)     ADJUSTED  
 EU0917* NAVD 88     -       633.4    (meters)    2078.     (feet)  VERTCON   
 EU0917  ___________________________________________________________________
 EU0917  EPOCH DATE  -        1991.35
 EU0917  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EU0917  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 EU0917  HORZ ORDER  -  SECOND
 EU0917
 EU0917.The horizontal coordinates were established by classical geodetic methods
 EU0917.and adjusted by the National Geodetic Survey in June 1996.
 EU0917.The horizontal coordinates are valid at the epoch date displayed above.
 EU0917.The epoch date for horizontal control is a decimal equivalence
 EU0917.of Year/Month/Day.
 EU0917
 EU0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0917
 EU0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0917
 EU0917.The geoid height was determined by GEOID03.
 EU0917
 EU0917;                    North         East     Units Scale Factor Converg.
 EU0917;SPC AZ W     -   398,147.613   182,766.829   MT  0.99994487   -0 11 21.6
 EU0917;SPC AZ W     - 1,306,258.57    599,628.70   iFT  0.99994487   -0 11 21.6
 EU0917;UTM  11      - 3,831,433.276   767,498.369   MT  1.00048207   +1 39 24.0
 EU0917
 EU0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0917!SPC AZ W     -   0.99990531  x   0.99994487  =   0.99985018
 EU0917!UTM  11      -   0.99990531  x   1.00048207  =   1.00038733
 EU0917
 EU0917:                Primary Azimuth Mark                     Grid Az
 EU0917:SPC AZ W     -  RANGE AZ MK                              090 12 16.8
 EU0917:UTM  11      -  RANGE AZ MK                              088 21 31.2
 EU0917
 EU0917|---------------------------------------------------------------------|
 EU0917| PID    Reference Object                     Distance      Geod. Az  |
 EU0917|                                                           dddmmss.s |
 EU0917| CC6320 RANGE AZ MK                                        0900055.2 |
 EU0917| CC6321 RANGE RM 1                            3.451 METERS 26139     |
 EU0917| CC6322 RANGE RM 2                           15.721 METERS 31207     |
 EU0917|---------------------------------------------------------------------|
 EU0917
 EU0917                          SUPERSEDED SURVEY CONTROL
 EU0917
 EU0917  NAD 83(1992)-  34 35 23.64268(N)    114 05 00.58198(W) AD(       ) 2
 EU0917  NAD 83(1986)-  34 35 23.64438(N)    114 05 00.59065(W) AD(       ) 2
 EU0917  NAD 27      -  34 35 23.60100(N)    114 04 57.78000(W) AD(       ) 2
 EU0917  NGVD 29 (07/19/86)  632.7    (m)         2076.     (f) VERT ANG    3  
 EU0917
 EU0917.Superseded values are not recommended for survey control.
 EU0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0917.See file dsdata.txt to determine how the superseded data were derived.
 EU0917
 EU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6749831433(NAD 83)
 EU0917_MARKER: DS = TRIANGULATION STATION DISK
 EU0917_SETTING: 0 = UNSPECIFIED SETTING
 EU0917
 EU0917  HISTORY     - Date     Condition        Report By
 EU0917  HISTORY     - 1948     MONUMENTED       CGS
 EU0917  HISTORY     - 1965     GOOD             CGS
 EU0917
 EU0917                          STATION DESCRIPTION
 EU0917
 EU0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0917'THE STATION IS ABOUT 20 MILES SOUTH OF YUCCA, ABOUT 24 MILE
 EU0917'SOUTHEAST OF TOPOCK, ON THE EAST SIDE OF THE MOHAVE MOUNTAIN
 EU0917'RANGE, AND ON THE FLAT DESERT AREA.
 EU0917'
 EU0917'TO REACH THE STATION FROM YUCA GO SOUTHEAST FOR 0.2 MILE TO A
 EU0917'FORK.  KEEP RIGHT FORK TOWARDS TOPOCK FOR 5.7 MILES TO A FORK AND
 EU0917'SIGN ON THE LEFT (DUTCH FLAT).  TAKE LEFT FORK PASSING TO THE
 EU0917'LEFT OF AIRWAY BEACON AND CONTINUE ON THE MAIN TRAVELED BLADED
 EU0917'ROAD FOR 9.9 MILES TO A CATTLE GUARD.  CONTINUE STRAIGHT
 EU0917'AHEAD ON MAIN ROAD FOR 1.9 MILES TO OLD BUILDINGS ON THE
 EU0917'LEFT AND A GATE ACROSS ROAD.  PASS THROUGH GATE AND CONTINUE
 EU0917'ON THE MAIN ROAD FOR 4.8 MILES TO ANOTHER CATTLE GUARD.  TURN
 EU0917'RIGHT ON TRACK ROAD ALONG FENCE LINE AND CONTINUE WESTERLY
 EU0917'FOR 2.5 MILES TO STATION ABOUT 2-1/2 FEET NORTH OF FENCE
 EU0917'LINE.
 EU0917'
 EU0917'THE STATION IS A STANDARD BRONZE DISK SET IN CONCRETE PROJECTING
 EU0917'ABOUT 4 INCHES, AND IS ABOUT 2-1/2 FEET NORTH OF A FENCE LINE.
 EU0917'IT IS STAMPED RANGE 1948.
 EU0917'
 EU0917'REFEENCE MARK NO 1 IS A STANDARD DISK SHANK (THE DISK PORTION
 EU0917'BEING BROKEN OFF) SET IN CONCRETE PROJECTING ABOUT 4 INCHES,
 EU0917'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS NOT
 EU0917'STAMPED.
 EU0917'
 EU0917'REFERENCE MARK NO 2 IS A STANDARD BRONZE SHANK (THE DISK
 EU0917'PORTION BEING BROKEN OFF) SET IN CONCRETE PROJECTING ABOUT
 EU0917'4 INCHES, AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 EU0917'IS NOT STAMPED.
 EU0917'
 EU0917'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 EU0917'PROJECTING ABOUT 4 INCHES, AND IS ABOUT 1 FOOT NORTH OF A
 EU0917'FENCE LINE, ALONG THE TRACK ROAD ON WAY TO THE STATION.  IT IS
 EU0917'STAMPED RANGE 1948.
 EU0917
 EU0917                          STATION RECOVERY (1965)
 EU0917
 EU0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 EU0917'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EU0917'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH
 EU0917'THE STATION FOLLOWS.
 EU0917'
 EU0917'TO REACH THE STATION FROM THE POST OFFICE IN YUCCA, GO EAST
 EU0917'FOR 0.2 MILE.  TURN RIGHT ONTO U.S. HIGHWAY 66 AND GO
 EU0917'SOUTH FOR 4.6 MILES TO THE SOUTH END OF THE FLAT TOP WASH BRIDGE.
 EU0917'TURN LEFT ONTO A GRAVELED ROAD AND GO EAST FOR 1.8 MILES.
 EU0917'TAKE THE RIGHT FORK AT THE OLD CORRALS AND GO EAST AND SOUTH
 EU0917'FOR 4.7 MILES TO A T-ROAD AND A GATE, JUST AFTER PASSING A
 EU0917'RANCH ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 EU0917'EAST ON A PIPE LINE ROAD FOR 4.2 MILES.  TAKE THE LEFT FORK,
 EU0917'PASS THROUGH THE GATE AND CONTINUE EAST ON THE PIPE LINE ROAD
 EU0917'FOR 0.8 MILE.  TAKE THE RIGHT FORK, LEAVING THE PIPE LINE
 EU0917'ROAD AND GO SOUTH FOR 1.1 MILES TO A GATE, AND A CROSS ROAD,
 EU0917'JUST WEST OF TWO TANKS AND A CORRAL.  PASS THROUGH THE GATE
 EU0917'AND CONTINUE STRAIGHT AHEAD, SOUTH FOR 4.6 MILES TO A
 EU0917'CATTLE GUARD AND A SIDE ROAD, LEFT.  TURN RIGHT AND
 EU0917'FOLLOW A TRACK ROAD WEST ALONG THE NORTH SIDE OF THE FENCE
 EU0917'LINE FOR 2.4 MILES TO THE STATION WHICH IS ABOUT 4 FEET
 EU0917'NORTH OF THE EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1029 ***********************************************************************
 FS1029  DESIGNATION -  RANGE
 FS1029  PID         -  FS1029
 FS1029  STATE/COUNTY-  AZ/MOHAVE
 FS1029  USGS QUAD   -  SENATOR MOUNTAIN (1989)
 FS1029
 FS1029                         *CURRENT SURVEY CONTROL
 FS1029  ___________________________________________________________________
 FS1029* NAD 83(1992)-  35 51 55.64555(N)    114 15 53.12684(W)     ADJUSTED  
 FS1029* NAVD 88     -      1063.     (meters)    3488.     (feet)  SCALED    
 FS1029  ___________________________________________________________________
 FS1029  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FS1029  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FS1029  HORZ ORDER  -  SECOND
 FS1029
 FS1029.The horizontal coordinates were established by classical geodetic methods
 FS1029.and adjusted by the National Geodetic Survey in August 1993.
 FS1029
 FS1029.The orthometric height was scaled from a topographic map.
 FS1029
 FS1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1029
 FS1029.The geoid height was determined by GEOID03.
 FS1029
 FS1029;                    North         East     Units Scale Factor Converg.
 FS1029;SPC AZ W     -   539,726.145   166,871.764   MT  0.99995995   -0 18 05.7
 FS1029;SPC AZ W     - 1,770,755.07    547,479.54   iFT  0.99995995   -0 18 05.7
 FS1029;UTM  11      - 3,972,481.173   746,968.619   MT  1.00035164   +1 36 12.0
 FS1029
 FS1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1029!SPC AZ W     -   0.99983755  x   0.99995995  =   0.99979751
 FS1029!UTM  11      -   0.99983755  x   1.00035164  =   1.00018914
 FS1029
 FS1029:                Primary Azimuth Mark                     Grid Az
 FS1029:SPC AZ W     -  RANGE RM 3                               051 05 36.7
 FS1029:UTM  11      -  RANGE RM 3                               049 11 19.0
 FS1029
 FS1029|---------------------------------------------------------------------|
 FS1029| PID    Reference Object                     Distance      Geod. Az  |
 FS1029|                                                           dddmmss.s |
 FS1029| CC6319 RANGE RM 3                                         0504731.0 |
 FS1029| FS1027 T29N R19W SEC 25 SE COR              38.502 METERS 08248     |
 FS1029| CC6318 RANGE RM 2                            5.530 METERS 08637     |
 FS1029| CC6317 RANGE RM 1                           14.653 METERS 35048     |
 FS1029|---------------------------------------------------------------------|
 FS1029
 FS1029                          SUPERSEDED SURVEY CONTROL
 FS1029
 FS1029  NAD 83(1986)-  35 51 55.63903(N)    114 15 53.12245(W) AD(       ) 2
 FS1029  NAD 27      -  35 51 55.68000(N)    114 15 50.25200(W) AD(       ) 2
 FS1029
 FS1029.Superseded values are not recommended for survey control.
 FS1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1029.See file dsdata.txt to determine how the superseded data were derived.
 FS1029
 FS1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4696972481(NAD 83)
 FS1029_MARKER: DS = TRIANGULATION STATION DISK
 FS1029_SETTING: 80 = SET IN A BOULDER
 FS1029_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1029
 FS1029  HISTORY     - Date     Condition        Report By
 FS1029  HISTORY     - 1935     MONUMENTED       CGS
 FS1029  HISTORY     - 1950     GOOD             CGS
 FS1029
 FS1029                          STATION DESCRIPTION
 FS1029
 FS1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1029'STATION IS ON A SMALL RISE ON THE W BANK OF A WASH 1/2 MILE SE
 FS1029'OF THE DUKE-REED MINING CAMP AT A POINT 94 FEET E OF THE ROAD
 FS1029'LEADING TO THE CAMP AND 127 FEET W FROM A PIPE ESTABLISHED
 FS1029'BY THE GENERAL LAND OFFICE MARKING SECTION CORNERS.
 FS1029'
 FS1029'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 FS1029'DRILL HOLES IN BOULDERS.
 FS1029'
 FS1029'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/4 MILE NE ON A SMALL
 FS1029'RIDGE IN THE WASH WHERE THE WASH TURNS TO THE EASTWARD.  THE
 FS1029'G.L.O. PIPE IS IN THE BOTTOM OF THE WASH E OF THE STATION.
 FS1029'
 FS1029'REACHED FROM CHLORIDE AS FOLLOWS--GO N ON THE BOULDER DAM ROAD
 FS1029'FOR 13.4 MILES, TURN RIGTH ON THE PATTERSON WELLS ROAD, GO 16.1
 FS1029'MILES, TURN RIGHT, GO 6.3 MILES TO A CROSSROADS, TURN LEFT
 FS1029'(N) DOWN WALLAPAI WASH AND FOLLOW THE WASH 6.8 MILES AND TURN LEFT
 FS1029'LEAVING THE WASH, GO 2.5 MILES, TAKE RIGHT FORK, GO 1.5 MILES
 FS1029'AND BEAR TO THE RIGHT, GO 0.1 MILE, TAKE RIGHT FORK, GO 0.2
 FS1029'MILE AND TURN LEFT UP A WASH.  FOLLOW WASH 1.3 MILES AND TURN
 FS1029'RIGHT OUT OF WASH AT SIGN DUKE-REED.  FOLLOW ROAD 1.8 MILES TO
 FS1029'STATION.
 FS1029
 FS1029                          STATION RECOVERY (1950)
 FS1029
 FS1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1029'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FS1029'AND FOUND TO BE AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER
 FS1029'THE AZIMUTH MARK AT THIS TIME.
 FS1029'
 FS1029'THE OLD ROUTE TO THE STATION IS NOW OBSOLETE.  THE NEW ONE
 FS1029'IS AS FOLLOWS--FROM THE JUNCTION OF STATE HIGHWAY 62 (CHLORIDE
 FS1029'ROAD) AND U.S. HIGHWAY 93-466 WHICH IS 19 MILES NORTHWEST OF
 FS1029'THE DEPOT IN KINGMAN, GO NORTHWEST TOWARD HOOVER (BOULDER)
 FS1029'DAM FOR 10.9 MILES TO A BLADED ROAD RIGHT AND SIGN PIERCES FERRY
 FS1029'52.  TURN RIGHT AND FOLLOW THE PIERCES FERRY ROAD FOR 6.1 MILES
 FS1029'TO A CATTLE GUARD AND RANCH BUILDINGS ON THE LEFT.  CONTINUE
 FS1029'EAST AND NORTH 10.1 MILES TO A Y-INTERSECTION.  TAKE THE LEFT
 FS1029'FORK NORTHERLY 3.5 MILES TO A SIDE ROAD LEFT.  CONTINUE
 FS1029'STRAIGHT AHEAD 0.1 MILE TO A BOARD GATE.  PASS THROUGH AND
 FS1029'CONTINUE NORTHERLY 4.3 MILES TO A Y-JUNCTION AT OLD MINE
 FS1029'TAILINGS.  TAKE LEFT FORK FOR 0.1 MILE TO FORKS.  TAKE THE
 FS1029'RIGHT FORK FOR 0.1 MILE TO A Y-JUNCTION.  TAKE THE LEFT FORK
 FS1029'AND GO 5.5 MILES TO A Y-JUNCTION.  TAKE THE LEFT FORK FOR
 FS1029'0.7 MILE TO AN ABANDONED RANCH SITE ON THE RIGHT.  KEEP STRAIGHT
 FS1029'AHEAD FOR 0.3 MILE TO A Y-JUNCTION.  TAKE THE LEFT FORK
 FS1029'OUT OF THE WASH FOR 0.1 MILE TO A Y-JUNCTION.  TAKE THE LEFT
 FS1029'FORK FOR 0.5 MILE TO THE STATION ON THE LEFT.
 FS1029'
 FS1029'NO DISTANCES OR DIRECTIONS WERE MEASURED SINCE THE STATION
 FS1029'WAS NOT OCCUPIED BY AN OBSERVING UNIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0853 ***********************************************************************
 CY0853  DESIGNATION -  RASO
 CY0853  PID         -  CY0853
 CY0853  STATE/COUNTY-  AZ/COCHISE
 CY0853  USGS QUAD   -  RAILROAD PASS (1979)
 CY0853
 CY0853                         *CURRENT SURVEY CONTROL
 CY0853  ___________________________________________________________________
 CY0853* NAD 83(1992)-  32 20 56.53672(N)    109 44 28.02141(W)     ADJUSTED  
 CY0853* NAVD 88     -      1346.09   (+/-2cm)    4416.3    (feet)  VERTCON   
 CY0853  ___________________________________________________________________
 CY0853  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CY0853  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0853  HORZ ORDER  -  FIRST
 CY0853  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0853
 CY0853.The horizontal coordinates were established by classical geodetic methods
 CY0853.and adjusted by the National Geodetic Survey in August 1993.
 CY0853
 CY0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0853.The vertical order pertains to the NGVD 29 superseded value.
 CY0853
 CY0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0853
 CY0853.The geoid height was determined by GEOID03.
 CY0853
 CY0853;                    North         East     Units Scale Factor Converg.
 CY0853;SPC AZ E     -   149,647.520   253,414.595   MT  0.99991978   +0 13 39.7
 CY0853;SPC AZ E     -   490,969.55    831,412.71   iFT  0.99991978   +0 13 39.7
 CY0853;UTM  12      - 3,579,821.391   618,459.668   MT  0.99977305   +0 40 25.2
 CY0853
 CY0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0853!SPC AZ E     -   0.99979290  x   0.99991978  =   0.99971269
 CY0853!UTM  12      -   0.99979290  x   0.99977305  =   0.99956599
 CY0853
 CY0853|---------------------------------------------------------------------|
 CY0853| PID    Reference Object                     Distance      Geod. Az  |
 CY0853|                                                           dddmmss.s |
 CY0853| CY0422 RASO RM 1                            14.874 METERS 04038     |
 CY0853| CC8075 RASO AZ MK                                         0793408.0 |
 CY0853| CY0423 RASO RM 2                            25.315 METERS 27142     |
 CY0853| CY0421 RASO 2                               45.712 METERS 34935     |
 CY0853|---------------------------------------------------------------------|
 CY0853
 CY0853                          SUPERSEDED SURVEY CONTROL
 CY0853
 CY0853  NAD 83(1986)-  32 20 56.53151(N)    109 44 28.01792(W) AD(       ) 1
 CY0853  NAD 27      -  32 20 56.27000(N)    109 44 25.77000(W) AD(       ) 1
 CY0853  NGVD 29 (??/??/92) 1345.29   (m)         4413.7    (f) COMPUTED    1 2
 CY0853
 CY0853.Superseded values are not recommended for survey control.
 CY0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0853.See file dsdata.txt to determine how the superseded data were derived.
 CY0853
 CY0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1846079821(NAD 83)
 CY0853_MARKER: DS = TRIANGULATION STATION DISK
 CY0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0853
 CY0853  HISTORY     - Date     Condition        Report By
 CY0853  HISTORY     - 1945     MONUMENTED       CGS
 CY0853  HISTORY     - 1952     GOOD             CGS
 CY0853  HISTORY     - 1954     SEE DESCRIPTION  LOCENG
 CY0853
 CY0853                          STATION DESCRIPTION
 CY0853
 CY0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0853'STATION IS 8 MILES (AIR LINE) NE OF WILLCOX ON TOP OF A LOW
 CY0853'RIDGE THROUGH WHICH THERE IS A CUT FOR STATE HIGHWAY 86.  IT
 CY0853'IS JUST N OF THE HIGHWAY.
 CY0853'
 CY0853'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CY0853'86 AND MAIN STREET IN WILLCOX, GO NE ON STATE HIGHWAY 86
 CY0853'FOR 8.0 MILES TO A POINT WHERE THE ROAD PASSES THROUGH A CUT.
 CY0853'THE STATION AND WITNESS POST ARE UP ON THE RIDGE TO THE
 CY0853'LEFT OR N.
 CY0853'
 CY0853'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE POST
 CY0853'PROJECTING 3 INCHES ABOVE THE GROUND AND IS STAMPED RASO 1945.
 CY0853'THE STATION IS 30-1/2 FEET S OF THE N RIGHT-OF-WAY TO WHICH
 CY0853'THE WITNESS POST IS ATTACHED AND IS 69 FEET N OF THE CENTER OF
 CY0853'STATE HIGHWAY 86.  UNDERGROUND MARK IS A BRONZE STATION DISK
 CY0853'SET IN CONCRETE.
 CY0853'
 CY0853'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0853'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 CY0853'STAMPED RASO NO 1 1945.  THE MARK IS ABOUT 6 INCHES BELOW
 CY0853'THE STATION, 5-1/2 FEET S OF THE RIGHT-OF-WAY FENCE, AND IS
 CY0853'NE OF THE STATION.
 CY0853'
 CY0853'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0853'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND AND IS
 CY0853'STAMPED RASO NO 2 1945.  IT IS ABOUT 8 INCHES BELOW THE STATION,
 CY0853'2-1/2 FEET S OF THE RIGHT-OF-WAY FENCE, AND IS NW OF THE STATION.
 CY0853'
 CY0853'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 CY0853'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0853'RASO 1945.  THE MARK IS 14 FEET N OF THE S RIGHT-OF-WAY FENCE
 CY0853'ALONG STATE HIGHWAY 86 AND IS 196 FEET W OF A WHITE IRON
 CY0853'RAIL WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND AND IS
 CY0853'LOCATED IN THE RIGHT-OF-WAY FENCE.  THE MARK IS 14 FEET N
 CY0853'OF THE WITNESS POST WHICH IS SET IN THE FENCE LINE, 31 PACES
 CY0853'S OF THE CENTER OF STATE HIGHWAY 86, NEAR THE TOP OF A LOW
 CY0853'RIDGE NEAR THE CUT FOR THE HIGHWAY, AND 1.0 MILE ALONG THE
 CY0853'HIGHWAY E OF THE STATION.
 CY0853'
 CY0853'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY0853
 CY0853                          STATION RECOVERY (1952)
 CY0853
 CY0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CY0853'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CY0853'DESCRIBED.  STATION DISK IS STAMPED RASO 1945.  THE PRESENT
 CY0853'DESCRIPTION IS ADEQUATE.
 CY0853
 CY0853                          STATION RECOVERY (1954)
 CY0853
 CY0853'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (MBM)
 CY0853'STATION RECOVERED BY MR. M.B. MILLS, RESIDENT ENGINEER, BOX
 CY0853'906, WILLCOX, ARIZONA.  THE STATION WILL BE DESTROYED BY ROAD
 CY0853'CONSTRUCTION, AND A NEW STATION AND AZIMUTH MARK HAVE BEEN
 CY0853'ESTABLISHED BY MR. MILLS.  REFERENCE MARKS 1 AND 2 ARE STILL
 CY0853'INTACT AND ARE REFERENCED TO THE NEW STATION, RASO 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0421 ***********************************************************************
 CY0421  DESIGNATION -  RASO 2
 CY0421  PID         -  CY0421
 CY0421  STATE/COUNTY-  AZ/COCHISE
 CY0421  USGS QUAD   -  RAILROAD PASS (1979)
 CY0421
 CY0421                         *CURRENT SURVEY CONTROL
 CY0421  ___________________________________________________________________
 CY0421* NAD 83(2007)-  32 20 57.99665(N)    109 44 28.33972(W)     ADJUSTED  
 CY0421* NAVD 88     -      1345.680  (meters)    4414.95   (feet)  ADJUSTED  
 CY0421  ___________________________________________________________________
 CY0421  EPOCH DATE  -        2007.00
 CY0421  X           -  -1,822,125.265 (meters)                     COMP
 CY0421  Y           -  -5,077,489.602 (meters)                     COMP
 CY0421  Z           -   3,393,935.966 (meters)                     COMP
 CY0421  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CY0421  ELLIP HEIGHT-        1318.874 (meters)          (02/10/07) ADJUSTED
 CY0421  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0421  DYNAMIC HT  -        1343.671 (meters)    4408.36  (feet)  COMP
 CY0421
 CY0421  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0421  Type    PID    Designation                      North   East  Ellip
 CY0421  -------------------------------------------------------------------
 CY0421  NETWORK CY0421 RASO 2                            0.74   0.61   2.23
 CY0421  -------------------------------------------------------------------
 CY0421  MODELED GRAV-     979,099.1   (mgal)                       NAVD 88
 CY0421
 CY0421  VERT ORDER  -  FIRST     CLASS II
 CY0421
 CY0421.The horizontal coordinates were established by GPS observations
 CY0421.and adjusted by the National Geodetic Survey in February 2007.
 CY0421
 CY0421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0421.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0421.The horizontal coordinates are valid at the epoch date displayed above.
 CY0421.The epoch date for horizontal control is a decimal equivalence
 CY0421.of Year/Month/Day.
 CY0421
 CY0421.The orthometric height was determined by differential leveling
 CY0421.and adjusted in June 1991.
 CY0421
 CY0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0421
 CY0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0421
 CY0421.The ellipsoidal height was determined by GPS observations
 CY0421.and is referenced to NAD 83.
 CY0421
 CY0421.The geoid height was determined by GEOID03.
 CY0421
 CY0421.The dynamic height is computed by dividing the NAVD 88
 CY0421.geopotential number by the normal gravity value computed on the
 CY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0421.degrees latitude (g = 980.6199 gals.).
 CY0421
 CY0421.The modeled gravity was interpolated from observed gravity values.
 CY0421
 CY0421;                    North         East     Units Scale Factor Converg.
 CY0421;SPC AZ E     -   149,692.454   253,406.094   MT  0.99991977   +0 13 39.6
 CY0421;SPC AZ E     -   491,116.98    831,384.82   iFT  0.99991977   +0 13 39.6
 CY0421;UTM  12      - 3,579,866.251   618,450.818   MT  0.99977302   +0 40 25.1
 CY0421
 CY0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0421!SPC AZ E     -   0.99979296  x   0.99991977  =   0.99971275
 CY0421!UTM  12      -   0.99979296  x   0.99977302  =   0.99956603
 CY0421
 CY0421:                Primary Azimuth Mark                     Grid Az
 CY0421:SPC AZ E     -  MONK                                     017 10 07.0
 CY0421:UTM  12      -  MONK                                     016 43 21.5
 CY0421
 CY0421|---------------------------------------------------------------------|
 CY0421| PID    Reference Object                     Distance      Geod. Az  |
 CY0421|                                                           dddmmss.s |
 CY0421| CY1175 MONK                                APPROX. 7.3 KM 0172346.6 |
 CY0421| CC8076 RASO 2 AZ MK                                       0792938.9 |
 CY0421| CC8075 RASO AZ MK                                         0793515.4 |
 CY0421| CY0615 RASO 2 RM 3                          11.103 METERS 11958     |
 CY0421| CY0422 RASO RM 1                            38.185 METERS 15153     |
 CY0421| CY0853 RASO                                 45.712 METERS 16935     |
 CY0421| CY0614 RASO 2 RM 4                           9.933 METERS 19931     |
 CY0421| CY0423 RASO RM 2                            47.336 METERS 20100     |
 CY0421|---------------------------------------------------------------------|
 CY0421
 CY0421                          SUPERSEDED SURVEY CONTROL
 CY0421
 CY0421  NAD 83(1992)-  32 20 57.99621(N)    109 44 28.33884(W) AD(       ) B
 CY0421  ELLIP H (08/22/05) 1318.897  (m)                       GP(       ) 4 2
 CY0421  NAD 83(1992)-  32 20 57.99632(N)    109 44 28.33745(W) AD(       ) 2
 CY0421  NAD 83(1986)-  32 20 57.99100(N)    109 44 28.33425(W) AD(       ) 2
 CY0421  NAD 27      -  32 20 57.72900(N)    109 44 26.08900(W) AD(       ) 2
 CY0421  NAVD 88 (08/22/05) 1345.68   (m)         4415.0    (f) LEVELING    3  
 CY0421  NGVD 29 (??/??/92) 1344.852  (m)         4412.24   (f) ADJ UNCH    1 2
 CY0421
 CY0421.Superseded values are not recommended for survey control.
 CY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0421.See file dsdata.txt to determine how the superseded data were derived.
 CY0421
 CY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1845179866(NAD 83)
 CY0421_MARKER: DS = TRIANGULATION STATION DISK
 CY0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0421_STAMPING: RASO 2 1954
 CY0421_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0421+STABILITY: SURFACE MOTION
 CY0421
 CY0421  HISTORY     - Date     Condition        Report By
 CY0421  HISTORY     - 1954     MONUMENTED       CGS
 CY0421  HISTORY     - 1960     GOOD             CGS
 CY0421  HISTORY     - 1960     GOOD             NGS
 CY0421  HISTORY     - 1974     GOOD             NGS
 CY0421  HISTORY     - 1979     GOOD             NGS
 CY0421  HISTORY     - 1983     GOOD             AZDT
 CY0421
 CY0421                          STATION DESCRIPTION
 CY0421
 CY0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CY0421'STATION IS LOCATED ABOUT 8 MI. NE OF WILLCOX, ON THE TOP OF
 CY0421'A LOW RIDGE THROUGH WHICH THERE IS A CUT FOR STATE HIGHWAY
 CY0421'86.  THE MARK IS ABOUT 220 FT. N OF THE CENTERLINE OF THE HIGHWAY.
 CY0421'
 CY0421'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CY0421'86 AND MAIN STREET IN WILLCOX, GO NE ON STATE HIGHWAY 86 FOR
 CY0421'8.0 MI. TO A POINT WHERE THE HIGHWAY PASSES THROUGH A CUT
 CY0421'AND THE STATION SITE.
 CY0421'
 CY0421'THE STATION MARK, STAMPED RASO 2 1954, IS A STANDARD DISK,
 CY0421'SET IN CONCRETE ABOUT 200 FT. N OF THE CENTERLINE OF STATE
 CY0421'HIGHWAY 86.
 CY0421'
 CY0421'REFERENCE MARK 1, STAMPED RASO NO 1 1945, IS A STANDARD DISK,
 CY0421'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 IN.  THE ARROW
 CY0421'ON THE MARK DOES NOT POINT TO THIS STATION.
 CY0421'
 CY0421'REFERENCE MARK 2, STAMPED RASO NO 2 1945, IS A STANDARD DISK,
 CY0421'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 IN.  THE ARROW
 CY0421'ON THE MARK DOES NOT POINT TO THIS STATION.
 CY0421'
 CY0421'THE AZIMUTH MARK, STAMPED RASO 2 1954, IS A STANDARD DISK,
 CY0421'SET IN CONCRETE ABOUT 90 FT. N OF THE CENTERLINE OF STATE
 CY0421'HIGHWAY 86.
 CY0421'
 CY0421'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON STATE
 CY0421'HIGHWAY 86 FOR 1.0 MI. TO THE MARK ON THE LEFT (N) SIDE OF
 CY0421'THE HIGHWAY.
 CY0421'
 CY0421'ABOVE INFORMATION TAKEN FROM FIELD NOTES OF MR. M.B. MILLS,
 CY0421'RESIDENT ENGINEER.
 CY0421
 CY0421                          STATION RECOVERY (1960)
 CY0421
 CY0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0421'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2
 CY0421'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CY0421'A NEW BOX SCORE FOLLOWS.
 CY0421
 CY0421                          STATION RECOVERY (1960)
 CY0421
 CY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0421'8.0 MI NE FROM WILLCOX.
 CY0421'STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF WILLCOX, ON THE TOP OF
 CY0421'A LOW RIDGE THROUGH WHICH THERE IS A CUT FOR STATE HIGHWAY 86. THE
 CY0421'MARK IS ABOUT 220 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. TO
 CY0421'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 86 AND MAIN
 CY0421'STREET IN WILLCOX, GO NORTHEAST ON STATE HIGHWAY 86 FOR 8.0 MILES TO A
 CY0421'POINT WHERE THE HIGHWAY PASSES THROUGH A CUT AND THE STATION SITE. THE
 CY0421'STATION MARK, STAMPED RASO 2 1954, IS A STANDARD DISK, SET IN CONCRETE
 CY0421'ABOUT 200 FEET NORTH OF THE CENTERLINE OF THE STATE HIGHWAY 86.
 CY0421
 CY0421                          STATION RECOVERY (1974)
 CY0421
 CY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 CY0421'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CY0421'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 CY0421'REFERENCE MARKS 1 AND 2 WERE IN THE WAY OF CONSTRUCTION ALONG
 CY0421'INTERSTATE HIGHWAY 10 AND WERE REMOVED AT THIS TIME AND REFERENCE
 CY0421'MARKS 3 AND 4 WERE ESTABLISHED.
 CY0421'
 CY0421'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, RASO 2 NO 3 1954 1974.
 CY0421'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 8
 CY0421'INCHES.  IT IS 34 FEET SOUTHEAST OF THE WITNESS POST, 14 FEET SOUTH
 CY0421'OF A TELEPHONE LINE AND 9 FEET NORTH OF THE RIGHT OF WAY FENCE
 CY0421'LINE.
 CY0421'
 CY0421'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, RASO 2 NO 4 1954
 CY0421'1974.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 CY0421'PROJECTS 3 INCHES.  IT IS 36 FEET SOUTHWEST OF THE WITNESS POST, 14
 CY0421'FEET SOUTH OF THE TELEPHONE LINE AND 9 FEET NORTH OF THE RIGHT OF
 CY0421'WAY FENCE LINE.
 CY0421'
 CY0421'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLCOX, GO NORTH
 CY0421'ALONG HASKELL STREET FOR 4.2 MILES TO THE ENTRANCE TO INTERSTATE
 CY0421'HIGHWAY 10.  ENTER THE EAST BOUND LANE AND GO NORTHEAST FOR 4.5
 CY0421'MILES TO THE STATION ON THE LEFT.
 CY0421'
 CY0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHEAST
 CY0421'OF WILCOX.
 CY0421'
 CY0421'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY0421
 CY0421                          STATION RECOVERY (1979)
 CY0421
 CY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0421'13.3 KILOMETERS (8.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0421'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.15 MILE)
 CY0421'WEST-SOUTHWEST OF MILE POST 349, SET ON THE NORTH CUT FOR THE
 CY0421'HIGHWAY AND IN LINE WITH THE TELEPHONE POLES, 40.8 METERS (134 FEET)
 CY0421'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES, 54.9 METERS (180
 CY0421'FEET) EAST OF A FENCE CORNER POST, 16.8 METERS (55 FEET) WEST OF THE
 CY0421'SECOND TELEPHONE POLE NO. 7 EAST OF A TELEPHONE POLE WITH A GUY WIRE
 CY0421'AND 10.3 METERS (33.8 FEET) NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0421'THE MARK IS 10.4 METERS  NW FROM A WITNESS POST.
 CY0421'THE MARK IS 3 M ABOVE HIGHWAY CENTERLINE.
 CY0421
 CY0421                          STATION RECOVERY (1983)
 CY0421
 CY0421'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0421'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1974.
 CY0421'THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0615 ***********************************************************************
 CY0615  DESIGNATION -  RASO 2 RM 3
 CY0615  PID         -  CY0615
 CY0615  STATE/COUNTY-  AZ/COCHISE
 CY0615  USGS QUAD   -  RAILROAD PASS (1979)
 CY0615
 CY0615                         *CURRENT SURVEY CONTROL
 CY0615  ___________________________________________________________________
 CY0615* NAD 83(1992)-  32 20 57.81630(N)    109 44 27.96958(W)     NO CHECK  
 CY0615* NAVD 88     -      1345.845  (meters)    4415.49   (feet)  ADJUSTED  
 CY0615  ___________________________________________________________________
 CY0615  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CY0615  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0615  DYNAMIC HT  -        1343.837 (meters)    4408.91  (feet)  COMP
 CY0615  MODELED GRAV-     979,099.1   (mgal)                       NAVD 88
 CY0615
 CY0615  HORZ ORDER  -  THIRD
 CY0615  VERT ORDER  -  FIRST     CLASS II
 CY0615
 CY0615.The horizontal coordinates were established by classical geodetic methods
 CY0615.and adjusted by the National Geodetic Survey in August 1993.
 CY0615.No horizontal observational check was made to the station.
 CY0615
 CY0615.The orthometric height was determined by differential leveling
 CY0615.and adjusted in June 1991.
 CY0615
 CY0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0615
 CY0615.The geoid height was determined by GEOID03.
 CY0615
 CY0615.The dynamic height is computed by dividing the NAVD 88
 CY0615.geopotential number by the normal gravity value computed on the
 CY0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0615.degrees latitude (g = 980.6199 gals.).
 CY0615
 CY0615.The modeled gravity was interpolated from observed gravity values.
 CY0615
 CY0615;                    North         East     Units Scale Factor Converg.
 CY0615;SPC AZ E     -   149,686.938   253,415.793   MT  0.99991978   +0 13 39.8
 CY0615;SPC AZ E     -   491,098.88    831,416.64   iFT  0.99991978   +0 13 39.8
 CY0615;UTM  12      - 3,579,860.811   618,460.559   MT  0.99977305   +0 40 25.3
 CY0615
 CY0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0615!SPC AZ E     -   0.99979293  x   0.99991978  =   0.99971273
 CY0615!UTM  12      -   0.99979293  x   0.99977305  =   0.99956603
 CY0615
 CY0615                          SUPERSEDED SURVEY CONTROL
 CY0615
 CY0615  NAD 83(1986)-  32 20 57.81098(N)    109 44 27.96638(W) AD(       ) 3
 CY0615  NGVD 29 (07/20/88) 1345.06   (m)         4412.9    (f) LEVELING    3  
 CY0615
 CY0615.Superseded values are not recommended for survey control.
 CY0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0615.See file dsdata.txt to determine how the superseded data were derived.
 CY0615
 CY0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1846179861(NAD 83)
 CY0615_MARKER: DR = REFERENCE MARK DISK
 CY0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0615_SP_SET: CONCRETE POST
 CY0615_STAMPING: RASO NO 3 1974
 CY0615_PROJECTION: PROJECTING 15 CENTIMETERS
 CY0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0615+STABILITY: SURFACE MOTION
 CY0615
 CY0615  HISTORY     - Date     Condition        Report By
 CY0615  HISTORY     - 1974     MONUMENTED       NGS
 CY0615  HISTORY     - 1979     GOOD             NGS
 CY0615
 CY0615                          STATION DESCRIPTION
 CY0615
 CY0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0615'13.3 KM NE FROM WILLCOX.
 CY0615'13.3 KILOMETERS (8.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0615'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.25 KILOMETER (0.15 MILE)
 CY0615'WEST-SOUTHWEST OF MILE POST 349, SET ON THE NORTH CUT FOR THE
 CY0615'HIGHWAY IN LINE WITH THE TELEPHONE POLES, 32.9 METERS (108 FEET)
 CY0615'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES, 61.2 METERS (201 FEET)
 CY0615'EAST OF A FENCE CORNER POST, 11.6 METERS (36.3 FEET) SOUTHEAST OF THE
 CY0615'STATION, 9.5 METERS (31.2 FEET) SOUTHWEST OF THE SECOND TELEPHONE
 CY0615'POLE NO. 7 NORTHEAST OF A POLE WITH A GUY WIRE AND 2.4 METERS (8
 CY0615'FEET) NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0615'THE MARK IS 8.3 METERS  NE FROM A WITNESS POST.
 CY0615'THE MARK IS 3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0614 ***********************************************************************
 CY0614  DESIGNATION -  RASO 2 RM 4
 CY0614  PID         -  CY0614
 CY0614  STATE/COUNTY-  AZ/COCHISE
 CY0614  USGS QUAD   -  RAILROAD PASS (1979)
 CY0614
 CY0614                         *CURRENT SURVEY CONTROL
 CY0614  ___________________________________________________________________
 CY0614* NAD 83(1992)-  32 20 57.69240(N)    109 44 28.46434(W)     NO CHECK  
 CY0614* NAVD 88     -      1345.564  (meters)    4414.57   (feet)  ADJUSTED  
 CY0614  ___________________________________________________________________
 CY0614  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CY0614  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0614  DYNAMIC HT  -        1343.556 (meters)    4407.98  (feet)  COMP
 CY0614  MODELED GRAV-     979,099.1   (mgal)                       NAVD 88
 CY0614
 CY0614  HORZ ORDER  -  THIRD
 CY0614  VERT ORDER  -  FIRST     CLASS II
 CY0614
 CY0614.The horizontal coordinates were established by classical geodetic methods
 CY0614.and adjusted by the National Geodetic Survey in August 1993.
 CY0614.No horizontal observational check was made to the station.
 CY0614
 CY0614.The orthometric height was determined by differential leveling
 CY0614.and adjusted in June 1991.
 CY0614
 CY0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0614
 CY0614.The geoid height was determined by GEOID03.
 CY0614
 CY0614.The dynamic height is computed by dividing the NAVD 88
 CY0614.geopotential number by the normal gravity value computed on the
 CY0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0614.degrees latitude (g = 980.6199 gals.).
 CY0614
 CY0614.The modeled gravity was interpolated from observed gravity values.
 CY0614
 CY0614;                    North         East     Units Scale Factor Converg.
 CY0614;SPC AZ E     -   149,683.070   253,402.873   MT  0.99991977   +0 13 39.5
 CY0614;SPC AZ E     -   491,086.19    831,374.26   iFT  0.99991977   +0 13 39.5
 CY0614;UTM  12      - 3,579,856.843   618,447.671   MT  0.99977301   +0 40 25.0
 CY0614
 CY0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0614!SPC AZ E     -   0.99979298  x   0.99991977  =   0.99971276
 CY0614!UTM  12      -   0.99979298  x   0.99977301  =   0.99956603
 CY0614
 CY0614                          SUPERSEDED SURVEY CONTROL
 CY0614
 CY0614  NAD 83(1986)-  32 20 57.68706(N)    109 44 28.46116(W) AD(       ) 3
 CY0614  NGVD 29 (07/20/88) 1344.78   (m)         4412.0    (f) LEVELING    3  
 CY0614
 CY0614.Superseded values are not recommended for survey control.
 CY0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0614.See file dsdata.txt to determine how the superseded data were derived.
 CY0614
 CY0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1844879857(NAD 83)
 CY0614_MARKER: DR = REFERENCE MARK DISK
 CY0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0614_SP_SET: CONCRETE POST
 CY0614_STAMPING: RASO NO 4 1974
 CY0614_PROJECTION: PROJECTING 4 CENTIMETERS
 CY0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0614+STABILITY: SURFACE MOTION
 CY0614
 CY0614  HISTORY     - Date     Condition        Report By
 CY0614  HISTORY     - 1974     MONUMENTED       NGS
 CY0614  HISTORY     - 1979     GOOD             NGS
 CY0614
 CY0614                          STATION DESCRIPTION
 CY0614
 CY0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0614'13.3 KM NE FROM WILLCOX.
 CY0614'13.3 KILOMETERS (8.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0614'FROM THE REX ALLEN OVERPASS IN WILLCOX, 0.2 KILOMETER (0.15 MILE)
 CY0614'WEST-SOUTHWEST OF MILE POST 349, SET ON THE NORTH CUT FOR THE HIGHWAY
 CY0614'IN LINE WITH THE TELEPHONE POLES, 32.5 METERS (107 FEET) NORTH OF THE
 CY0614'CENTERLINE OF THE WESTBOUND LANES, 47.9 METERS (157 FEET) EAST OF A
 CY0614'FENCE CORNER POST, 22.4 METERS (74 FEET) WEST-SOUTHWEST OF THE
 CY0614'SECOND TELEPHONE POLE NORTHEAST OF A POLE WITH A GUY WIRE, 9.9 METERS
 CY0614'(32.6 FEET) SOUTHWEST OF THE STATION MARK AND 2.2 METERS (7.2 FEET)
 CY0614'NORTH OF THE RIGHT-OF-WAY FENCE.
 CY0614'THE MARK IS 6.0 METERS  SW FROM A WITNESS POST.
 CY0614'THE MARK IS 3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1206 ***********************************************************************
 CY1206  DESIGNATION -  RASO BLACK WATER TANK
 CY1206  PID         -  CY1206
 CY1206  STATE/COUNTY-  AZ/COCHISE
 CY1206  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1206
 CY1206                         *CURRENT SURVEY CONTROL
 CY1206  ___________________________________________________________________
 CY1206* NAD 83(1992)-  32 20 24.87038(N)    109 45 09.35806(W)     ADJUSTED  
 CY1206* NAVD 88     -              **(meters)            **(feet)            
 CY1206  ___________________________________________________________________
 CY1206  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CY1206  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CY1206  HORZ ORDER  -  THIRD
 CY1206
 CY1206.The horizontal coordinates were established by classical geodetic methods
 CY1206.and adjusted by the National Geodetic Survey in August 1993.
 CY1206
 CY1206
 CY1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1206
 CY1206.The geoid height was determined by GEOID03.
 CY1206
 CY1206;                    North         East     Units Scale Factor Converg.
 CY1206;SPC AZ E     -   148,667.933   252,337.584   MT  0.99991873   +0 13 17.4
 CY1206;SPC AZ E     -   487,755.69    827,879.21   iFT  0.99991873   +0 13 17.4
 CY1206;UTM  12      - 3,578,833.598   617,390.471   MT  0.99976994   +0 40 02.5
 CY1206
 CY1206                          SUPERSEDED SURVEY CONTROL
 CY1206
 CY1206  NAD 83(1986)-  32 20 24.86427(N)    109 45 09.35617(W) AD(       ) 4
 CY1206  NAD 27      -  32 20 24.60500(N)    109 45 07.10900(W) AD(       ) 3
 CY1206
 CY1206.Superseded values are not recommended for survey control.
 CY1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1206.See file dsdata.txt to determine how the superseded data were derived.
 CY1206
 CY1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1739078834(NAD 83)
 CY1206_MARKER: 53 = ELEVATED TANK
 CY1206
 CY1206  HISTORY     - Date     Condition        Report By
 CY1206  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1206
 CY1206                          STATION DESCRIPTION
 CY1206
 CY1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1206'A SMALL TANK LOCATED AT THE RASO RAILROAD STATION, ABOUT 8 MILES
 CY1206'NE OF WILLCOX, ON THE SOUTHERN PACIFIC CO. RAILROAD.  THE TANK
 CY1206'IS ABOUT 0.2 MILE SE OF U.S. HIGHWAY 666, 50 FEET NW OF THE
 CY1206'RAILROAD, 55 FEET SW OF A WAREHOUSE, AND 45 FEET NE OF A
 CY1206'SECTION HOUSE.
 CY1206'
 CY1206'IT IS ABOUT 4 FEET IN DIAMETER AND 6 FEET HIGH, PAINTED BLACK,
 CY1206'AND IS SITUATED ON A RED FRAME TOWER ABOUT 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0551 ***********************************************************************
 ES0551  DESIGNATION -  RAT
 ES0551  PID         -  ES0551
 ES0551  STATE/COUNTY-  AZ/COCONINO
 ES0551  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0551
 ES0551                         *CURRENT SURVEY CONTROL
 ES0551  ___________________________________________________________________
 ES0551* NAD 83(1992)-  34 46 36.32284(N)    111 37 45.90206(W)     ADJUSTED  
 ES0551* NAVD 88     -      1721.354  (meters)    5647.48   (feet)  ADJUSTED  
 ES0551  ___________________________________________________________________
 ES0551  LAPLACE CORR-           9.15  (seconds)                    DEFLEC99
 ES0551  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ES0551  DYNAMIC HT  -        1719.007 (meters)    5639.78  (feet)  COMP
 ES0551  MODELED GRAV-     979,209.4   (mgal)                       NAVD 88
 ES0551
 ES0551  HORZ ORDER  -  SECOND
 ES0551  VERT ORDER  -  SECOND    CLASS 0
 ES0551
 ES0551.The horizontal coordinates were established by classical geodetic methods
 ES0551.and adjusted by the National Geodetic Survey in August 1993.
 ES0551
 ES0551.The orthometric height was determined by differential leveling
 ES0551.and adjusted in June 1991.
 ES0551
 ES0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0551
 ES0551.The geoid height was determined by GEOID03.
 ES0551
 ES0551.The dynamic height is computed by dividing the NAVD 88
 ES0551.geopotential number by the normal gravity value computed on the
 ES0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0551.degrees latitude (g = 980.6199 gals.).
 ES0551
 ES0551.The modeled gravity was interpolated from observed gravity values.
 ES0551
 ES0551;                    North         East     Units Scale Factor Converg.
 ES0551;SPC AZ C     -   418,847.960   239,650.904   MT  0.99990852   +0 09 49.8
 ES0551;SPC AZ C     - 1,374,173.10    786,256.25   iFT  0.99990852   +0 09 49.8
 ES0551;UTM  12      - 3,848,467.081   442,408.672   MT  0.99964088   -0 21 32.5
 ES0551
 ES0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0551!SPC AZ C     -   0.99973365  x   0.99990852  =   0.99964219
 ES0551!UTM  12      -   0.99973365  x   0.99964088  =   0.99937462
 ES0551
 ES0551:                Primary Azimuth Mark                     Grid Az
 ES0551:SPC AZ C     -  VIEW                                     062 42 02.6
 ES0551:UTM  12      -  VIEW                                     063 13 24.9
 ES0551
 ES0551|---------------------------------------------------------------------|
 ES0551| PID    Reference Object                     Distance      Geod. Az  |
 ES0551|                                                           dddmmss.s |
 ES0551| ES0548 VIEW                                APPROX. 3.9 KM 0625152.4 |
 ES0551| ES0552 RAT RM 1                              6.028 METERS 12525     |
 ES0551| ES0550 RAT RM 2                              8.192 METERS 23837     |
 ES0551|---------------------------------------------------------------------|
 ES0551
 ES0551                          SUPERSEDED SURVEY CONTROL
 ES0551
 ES0551  NAD 83(1986)-  34 46 36.31790(N)    111 37 45.89917(W) AD(       ) 2
 ES0551  NAD 27      -  34 46 36.25240(N)    111 37 43.34950(W) AD(       ) 2
 ES0551  NGVD 29 (??/??/92) 1720.487  (m)         5644.63   (f) ADJ UNCH    2 0
 ES0551
 ES0551.Superseded values are not recommended for survey control.
 ES0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0551.See file dsdata.txt to determine how the superseded data were derived.
 ES0551
 ES0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4240948467(NAD 83)
 ES0551_MARKER: DS = TRIANGULATION STATION DISK
 ES0551_SETTING: 80 = SET IN A BOULDER
 ES0551_SP_SET: BOULDER
 ES0551_STAMPING: RAT 1959
 ES0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0551+STABILITY: SURFACE MOTION
 ES0551
 ES0551  HISTORY     - Date     Condition        Report By
 ES0551  HISTORY     - 1959     MONUMENTED       CGS
 ES0551  HISTORY     - 1959     GOOD             CGS
 ES0551  HISTORY     - 1968     GOOD             AMS
 ES0551
 ES0551                          STATION DESCRIPTION
 ES0551
 ES0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0551'THE STATION IS LOCATED ON THE WEST SIDE OF INTERSTATE HIGHWAY
 ES0551'17, JUST SOUTHEAST OF THE HIGHEST PART OF A SMALL WOODED RISE.
 ES0551'
 ES0551'TO REACH THE STATION FROM THE POST OFFICE AT SEDONA, GO WEST
 ES0551'TOWARD COTTONWOOD FOR 0.2 MILE TO A ROAD LEFT, TURN LEFT AND
 ES0551'GO 0.3 MILE TO AN INTERSECTION JUST AFTER CROSSING THE BRIDGE
 ES0551'OVER OAK CREEK, TURN RIGHT AND GO 11.7 MILES TO INTERSTATE
 ES0551'HIGHWAY 17.  TURN LEFT AND FOLLOW INTERSTATE HIGHWAY 17 NORTHWARD
 ES0551'TOWARD FLAGSTAFF FOR 7.0 MILES TO A JUNCTION AND OVERPASS,
 ES0551'CONTINUE NORTHWARD ON THE HIGHWAY FOR 1.7 MILES TO THE STATION
 ES0551'ON THE LEFT.
 ES0551'
 ES0551'THE STATION MARK IS A STANDARD DISK STAMPED RAT 1959, SET IN A
 ES0551'DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.  IT IS ABOUT
 ES0551'400 FEET NORTHWEST OF THE HIGHWAY AND IS 6.7 FEET NORTHWEST
 ES0551'OF A WITNESS POST.
 ES0551'
 ES0551'R.M. 1 IS A STANDARD DISK STAMPED RAT NO 1 1959, SET IN A
 ES0551'DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES AND IS 15.5
 ES0551'FEET EAST OF THE WITNESS POST.
 ES0551'
 ES0551'R.M. 2 IS A STANDARD DISK STAMPED RAT NO 2 1959, SET IN A
 ES0551'DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES AND IS 25.7
 ES0551'FEET SOUTHWEST OF THE WITNESS POST.
 ES0551'
 ES0551'TRIANGULATION STATION VIEW CAN BE USED AS AN AZIMUTH MARK.  SEE
 ES0551'DESCRIPTION THEREOF.
 ES0551
 ES0551                          STATION RECOVERY (1959)
 ES0551
 ES0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0551'15.0 MI E FROM SEDONA.
 ES0551'0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT SEDONA,
 ES0551'THENCE 0.3 MILE EAST CROSSING THE BRIDGE OVER OAK CREEK, THENCE
 ES0551'SOUTHEAST 11.7 MILES FOLLOWING THE ROAD TO INTERSTATE HIGHWAY 17,
 ES0551'THENCE 8.7 MILES NORTH ALONG INTERSTATE HIGHWAY 17, 1.7 MILES NORTH OF
 ES0551'A JUNCTION AND OVERPASS, ABOUT 400 FEET NORTHWEST OF THE HIGHWAY, 6.7
 ES0551'FEET NORTHWEST OF THE WITNESS POST, SET IN A DRILL HOLE IN A BOULDER
 ES0551'THAT PROJECTS 10 INCHES.
 ES0551
 ES0551                          STATION RECOVERY (1968)
 ES0551
 ES0551'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 ES0551'STATION MARK AND REFERENCE MARKS NO 1 AND NO. 2 WERE RECOVERED
 ES0551'IN GOOD CONDITION, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0552 ***********************************************************************
 ES0552  DESIGNATION -  RAT RM 1
 ES0552  PID         -  ES0552
 ES0552  STATE/COUNTY-  AZ/COCONINO
 ES0552  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0552
 ES0552                         *CURRENT SURVEY CONTROL
 ES0552  ___________________________________________________________________
 ES0552* NAD 83(1986)-  34 46 36.     (N)    111 37 46.     (W)     SCALED    
 ES0552* NAVD 88     -      1721.280  (meters)    5647.23   (feet)  ADJUSTED  
 ES0552  ___________________________________________________________________
 ES0552  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES0552  DYNAMIC HT  -        1718.932 (meters)    5639.53  (feet)  COMP
 ES0552  MODELED GRAV-     979,209.4   (mgal)                       NAVD 88
 ES0552
 ES0552  VERT ORDER  -  SECOND    CLASS 0
 ES0552
 ES0552.The horizontal coordinates were scaled from a topographic map and have
 ES0552.an estimated accuracy of +/- 6 seconds.
 ES0552
 ES0552.The orthometric height was determined by differential leveling
 ES0552.and adjusted in June 1991.
 ES0552
 ES0552.The geoid height was determined by GEOID03.
 ES0552
 ES0552.The dynamic height is computed by dividing the NAVD 88
 ES0552.geopotential number by the normal gravity value computed on the
 ES0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0552.degrees latitude (g = 980.6199 gals.).
 ES0552
 ES0552.The modeled gravity was interpolated from observed gravity values.
 ES0552
 ES0552;                    North         East    Units  Estimated Accuracy
 ES0552;SPC AZ C     -   418,840.      239,650.      MT  (+/- 180 meters Scaled)
 ES0552
 ES0552                          SUPERSEDED SURVEY CONTROL
 ES0552
 ES0552  NGVD 29 (??/??/92) 1720.412  (m)         5644.39   (f) ADJ UNCH    2 0
 ES0552
 ES0552.Superseded values are not recommended for survey control.
 ES0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0552.See file dsdata.txt to determine how the superseded data were derived.
 ES0552
 ES0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD424484(NAD 83)
 ES0552_MARKER: DR = REFERENCE MARK DISK
 ES0552_SETTING: 80 = SET IN A BOULDER
 ES0552_SP_SET: BOULDER
 ES0552_STAMPING: RAT NO 1 1959
 ES0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0552+STABILITY: SURFACE MOTION
 ES0552
 ES0552  HISTORY     - Date     Condition        Report By
 ES0552  HISTORY     - 1959     MONUMENTED       CGS
 ES0552
 ES0552                          STATION DESCRIPTION
 ES0552
 ES0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0552'15.0 MI E FROM SEDONA.
 ES0552'0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT SEDONA,
 ES0552'THENCE 0.3 MILE EAST CROSSING THE BRIDGE OVER OAK CREEK, THENCE
 ES0552'SOUTHEAST 11.7 MILES FOLLOWING THE ROAD TO INTERSTATE HIGHWAY 17,
 ES0552'THENCE NORTH 8.7 MILES ALONG INTERSTATE HIGHWAY 17, 1.7 MILES NORTH OF
 ES0552'AN OVERPASS AND JUNCTION, ABOUT 400 FEET NORTHWEST OF THE HIGHWAY,
 ES0552'15.5 FEET EAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ES0552'BOULDER THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0550 ***********************************************************************
 ES0550  DESIGNATION -  RAT RM 2
 ES0550  PID         -  ES0550
 ES0550  STATE/COUNTY-  AZ/COCONINO
 ES0550  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0550
 ES0550                         *CURRENT SURVEY CONTROL
 ES0550  ___________________________________________________________________
 ES0550* NAD 83(1986)-  34 46 36.     (N)    111 37 46.     (W)     SCALED    
 ES0550* NAVD 88     -      1721.154  (meters)    5646.82   (feet)  ADJUSTED  
 ES0550  ___________________________________________________________________
 ES0550  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES0550  DYNAMIC HT  -        1718.806 (meters)    5639.12  (feet)  COMP
 ES0550  MODELED GRAV-     979,209.4   (mgal)                       NAVD 88
 ES0550
 ES0550  VERT ORDER  -  SECOND    CLASS 0
 ES0550
 ES0550.The horizontal coordinates were scaled from a topographic map and have
 ES0550.an estimated accuracy of +/- 6 seconds.
 ES0550
 ES0550.The orthometric height was determined by differential leveling
 ES0550.and adjusted in June 1991.
 ES0550
 ES0550.The geoid height was determined by GEOID03.
 ES0550
 ES0550.The dynamic height is computed by dividing the NAVD 88
 ES0550.geopotential number by the normal gravity value computed on the
 ES0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0550.degrees latitude (g = 980.6199 gals.).
 ES0550
 ES0550.The modeled gravity was interpolated from observed gravity values.
 ES0550
 ES0550;                    North         East    Units  Estimated Accuracy
 ES0550;SPC AZ C     -   418,840.      239,650.      MT  (+/- 180 meters Scaled)
 ES0550
 ES0550                          SUPERSEDED SURVEY CONTROL
 ES0550
 ES0550  NGVD 29 (??/??/92) 1720.286  (m)         5643.97   (f) ADJ UNCH    2 0
 ES0550
 ES0550.Superseded values are not recommended for survey control.
 ES0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0550.See file dsdata.txt to determine how the superseded data were derived.
 ES0550
 ES0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD424484(NAD 83)
 ES0550_MARKER: DR = REFERENCE MARK DISK
 ES0550_SETTING: 80 = SET IN A BOULDER
 ES0550_SP_SET: BOULDER
 ES0550_STAMPING: RAT NO 2 1959
 ES0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0550+STABILITY: SURFACE MOTION
 ES0550
 ES0550  HISTORY     - Date     Condition        Report By
 ES0550  HISTORY     - 1959     MONUMENTED       CGS
 ES0550
 ES0550                          STATION DESCRIPTION
 ES0550
 ES0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0550'15.0 MI E FROM SEDONA.
 ES0550'0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT SEDONA,
 ES0550'THENCE 0.3 MILE EAST CROSSING THE BRIDGE OVER OAK CREEK, THENCE
 ES0550'SOUTHEAST 11.7 MILES FOLLOWING THE ROAD TO INTERSTATE HIGHWAY 17,
 ES0550'THENCE NORTH 8.7 MILES ALONG INTERSTATE HIGHWAY 17, 1.7 MILES NORTH OF
 ES0550'A OVERPASS AND JUNCTION, ABOUT 400 FEET NORTHWEST OF THE HIGHWAY, 25.7
 ES0550'FEET SOUTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ES0550'BOULDER THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1093 ***********************************************************************
 CY1093  DESIGNATION -  RATTLER
 CY1093  PID         -  CY1093
 CY1093  STATE/COUNTY-  AZ/GREENLEE
 CY1093  USGS QUAD   -  YORK (1986)
 CY1093
 CY1093                         *CURRENT SURVEY CONTROL
 CY1093  ___________________________________________________________________
 CY1093* NAD 83(1992)-  32 58 30.60654(N)    109 14 54.36650(W)     ADJUSTED  
 CY1093* NAVD 88     -      1151.6    (meters)    3778.     (feet)  VERTCON   
 CY1093  ___________________________________________________________________
 CY1093  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 CY1093  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CY1093  HORZ ORDER  -  SECOND
 CY1093
 CY1093.The horizontal coordinates were established by classical geodetic methods
 CY1093.and adjusted by the National Geodetic Survey in August 1993.
 CY1093
 CY1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1093
 CY1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1093
 CY1093.The geoid height was determined by GEOID03.
 CY1093
 CY1093;                    North         East     Units Scale Factor Converg.
 CY1093;SPC AZ E     -   219,372.243   299,188.644   MT  0.99999080   +0 29 59.3
 CY1093;SPC AZ E     -   719,725.21    981,590.04   iFT  0.99999080   +0 29 59.3
 CY1093;UTM  12      - 3,649,896.105   663,680.183   MT  0.99993034   +0 57 12.8
 CY1093
 CY1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1093!SPC AZ E     -   0.99982327  x   0.99999080  =   0.99981407
 CY1093!UTM  12      -   0.99982327  x   0.99993034  =   0.99975362
 CY1093
 CY1093|---------------------------------------------------------------------|
 CY1093| PID    Reference Object                     Distance      Geod. Az  |
 CY1093|                                                           dddmmss.s |
 CY1093| CC8077 RATTLER RM 1                         21.703 METERS 01250     |
 CY1093| CC8078 RATTLER RM 2                         16.938 METERS 07105     |
 CY1093| DT0748 GILLARD                             APPROX. 4.7 KM 3105915.3 |
 CY1093|---------------------------------------------------------------------|
 CY1093
 CY1093                          SUPERSEDED SURVEY CONTROL
 CY1093
 CY1093  NAD 83(1986)-  32 58 30.60230(N)    109 14 54.36416(W) AD(       ) 2
 CY1093  NAD 27      -  32 58 30.36991(N)    109 14 52.11776(W) AD(       ) 2
 CY1093  NGVD 29 (07/19/86) 1150.9    (m)         3776.     (f) VERT ANG    3  
 CY1093
 CY1093.Superseded values are not recommended for survey control.
 CY1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1093.See file dsdata.txt to determine how the superseded data were derived.
 CY1093
 CY1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6368049896(NAD 83)
 CY1093_MARKER: DD = SURVEY DISK
 CY1093_SETTING: 66 = SET IN ROCK OUTCROP
 CY1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1093+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY1093
 CY1093  HISTORY     - Date     Condition        Report By
 CY1093  HISTORY     - 1976     MONUMENTED       AZDT
 CY1093  HISTORY     - 20061020 GOOD             GEOCAC
 CY1093
 CY1093                          STATION DESCRIPTION
 CY1093
 CY1093'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1093'THE STATION IS ABOUT 6.5 MILES EAST SOUTHEAST OF CLIFTON ON
 CY1093'WEST SIDE OF U.S. HWY. 666 ABOVE A HIGHWAY CUT AT A CURVE IN
 CY1093'ROAD.
 CY1093'
 CY1093'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED RATTLER
 CY1093'1976 AND IS EPOXIED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 CY1093'GROUND.  STATION IS ON A SMALL RIDGE ABOVE HWY. CUT AT A CURVE,
 CY1093'200 FEET WEST OF CENTERLINE, 3 FEET EAST OF A ROCK CAIRN MARKED
 CY1093'BY A WITNESS POST AND SIGN 4.5 FEET WEST.
 CY1093'
 CY1093'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED RATTLER
 CY1093'RM 1 1976 AND IS EPOXIED TO A 2 FOOT DIAMETER BOULDER IMPLACED
 CY1093'IN GROUND PROJECTING ABOUT 3 INCHES.
 CY1093'
 CY1093'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED
 CY1093'RATTLER RM 2 1976 AND IS EPOXIED TO A 2 FOOT BOULDER IN GROUND,
 CY1093'PROJECTING 8 INCHES.
 CY1093'
 CY1093'TO REACH THE STATION FROM THE THREE-WAY JUNCTION OF U.S. HWY. 666
 CY1093'AND STATE HWYS. 75 AND 78 SOUTH OF CLIFTON, TRAVEL NORTH
 CY1093'ON HWY. 666 TO MILE POST 156.88.  STATION IS ON A SMALL RIDGE
 CY1093'ABOVE HWY. CUT AT A CURVE IN HWY.
 CY1093'
 CY1093'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CY1093
 CY1093                          STATION RECOVERY (2006)
 CY1093
 CY1093'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1093'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY1093'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE TO REACH
 CY1093'DESCRIPTION   U.S. HWY. 666 IS NOW U.S. HWY. 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1684 ***********************************************************************
 DB1684  DESIGNATION -  RAVEN
 DB1684  PID         -  DB1684
 DB1684  STATE/COUNTY-  AZ/YUMA
 DB1684  USGS QUAD   -  RAVEN BUTTE (1990)
 DB1684
 DB1684                         *CURRENT SURVEY CONTROL
 DB1684  ___________________________________________________________________
 DB1684* NAD 83(1992)-  32 22 42.73687(N)    114 07 01.93483(W)     ADJUSTED  
 DB1684* NAVD 88     -       821.8    (meters)    2696.     (feet)  VERTCON   
 DB1684  ___________________________________________________________________
 DB1684  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DB1684  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB1684  HORZ ORDER  -  THIRD
 DB1684
 DB1684.The horizontal coordinates were established by classical geodetic methods
 DB1684.and adjusted by the National Geodetic Survey in August 1993.
 DB1684
 DB1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1684
 DB1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1684
 DB1684.The geoid height was determined by GEOID03.
 DB1684
 DB1684;                    North         East     Units Scale Factor Converg.
 DB1684;SPC AZ W     -   152,903.344   178,807.243   MT  0.99994805   -0 11 47.9
 DB1684;SPC AZ W     -   501,651.39    586,637.94   iFT  0.99994805   -0 11 47.9
 DB1684;UTM  11      - 3,586,050.775   771,220.000   MT  1.00050722   +1 32 41.0
 DB1684
 DB1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1684!SPC AZ W     -   0.99987625  x   0.99994805  =   0.99982431
 DB1684!UTM  11      -   0.99987625  x   1.00050722  =   1.00038341
 DB1684
 DB1684                          SUPERSEDED SURVEY CONTROL
 DB1684
 DB1684  NAD 83(1986)-  32 22 42.74025(N)    114 07 01.94480(W) AD(       ) 3
 DB1684  NGVD 29 (04/26/91)  821.1    (m)         2694.     (f) VERT ANG    3  
 DB1684
 DB1684.Superseded values are not recommended for survey control.
 DB1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1684.See file dsdata.txt to determine how the superseded data were derived.
 DB1684
 DB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR7122086051(NAD 83)
 DB1684_MARKER: DD = SURVEY DISK
 DB1684_SETTING: 66 = SET IN ROCK OUTCROP
 DB1684_SP_SET: SET IN ROCK OUTCROP
 DB1684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1684+STABILITY: POSITION/ELEVATION WELL
 DB1684
 DB1684  HISTORY     - Date     Condition        Report By
 DB1684  HISTORY     - 1964     MONUMENTED       USGS
 DB1684
 DB1684                          STATION DESCRIPTION
 DB1684
 DB1684'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1684'LOCATED ABOUT 20 MI S. OF WELLTON, ABOUT 6.5 MI N. OF BOUNDARY
 DB1684'MONUMENT 193, ABOUT 1.5 MI SW. OF RAVEN BUTTE.  ON MOST SOUTHERLY
 DB1684'ONE OF HIGH TWIN PEAKS IN GILA MTNS., ON HIGHEST POINT.
 DB1684'
 DB1684'REACHED BY HELICOPTER.
 DB1684'
 DB1684'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, IN CONCRETE IN
 DB1684'ROCK OUTCROP.
 DB1684'
 DB1684'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, IN CONCRETE IN LARGE
 DB1684'BOULDER, 6.74 FT FROM AND 1.5 FT LOWER THAN STATION MARK.
 DB1684'
 DB1684'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, IN CONCRETE IN LARGE
 DB1684'BOULDER, 12.61 FT FROM AND 2 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2049 ***********************************************************************
 DU2049  DESIGNATION -  RAY
 DU2049  PID         -  DU2049
 DU2049  STATE/COUNTY-  AZ/PINAL
 DU2049  USGS QUAD   -  TEAPOT MOUNTAIN (1978)
 DU2049
 DU2049                         *CURRENT SURVEY CONTROL
 DU2049  ___________________________________________________________________
 DU2049* NAD 83(1992)-  33 11 06.83681(N)    111 00 33.92845(W)     ADJUSTED  
 DU2049* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 DU2049  ___________________________________________________________________
 DU2049  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 DU2049  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DU2049  HORZ ORDER  -  THIRD
 DU2049
 DU2049.The horizontal coordinates were established by classical geodetic methods
 DU2049.and adjusted by the National Geodetic Survey in August 1993.
 DU2049
 DU2049.The orthometric height was scaled from a topographic map.
 DU2049
 DU2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2049
 DU2049.The geoid height was determined by GEOID03.
 DU2049
 DU2049;                    North         East     Units Scale Factor Converg.
 DU2049;SPC AZ C     -   242,659.526   297,960.051   MT  0.99998822   +0 29 47.8
 DU2049;SPC AZ C     -   796,127.05    977,559.22   iFT  0.99998822   +0 29 47.8
 DU2049;UTM  12      - 3,671,822.176   499,121.440   MT  0.99960001   -0 00 18.6
 DU2049
 DU2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2049!SPC AZ C     -   0.99988333  x   0.99998822  =   0.99987155
 DU2049!UTM  12      -   0.99988333  x   0.99960001  =   0.99948339
 DU2049
 DU2049:                Primary Azimuth Mark                     Grid Az
 DU2049:SPC AZ C     -  RAY AZ MK                                115 35 55.9
 DU2049:UTM  12      -  RAY AZ MK                                116 06 02.3
 DU2049
 DU2049|---------------------------------------------------------------------|
 DU2049| PID    Reference Object                     Distance      Geod. Az  |
 DU2049|                                                           dddmmss.s |
 DU2049| CH6176 RAY AZ MK                                          1160543.7 |
 DU2049| CH6177 RAY RM 1                             10.932 METERS 14405     |
 DU2049| CH6178 RAY RM 2                             11.032 METERS 23347     |
 DU2049|---------------------------------------------------------------------|
 DU2049
 DU2049                          SUPERSEDED SURVEY CONTROL
 DU2049
 DU2049  NAD 83(1986)-  33 11 06.83173(N)    111 00 33.92858(W) AD(       ) 3
 DU2049  NAD 27      -  33 11 06.61664(N)    111 00 31.51955(W) AD(       ) 3
 DU2049
 DU2049.Superseded values are not recommended for survey control.
 DU2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2049.See file dsdata.txt to determine how the superseded data were derived.
 DU2049
 DU2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9912171822(NAD 83)
 DU2049_MARKER: DS = TRIANGULATION STATION DISK
 DU2049_SETTING: 80 = SET IN A BOULDER
 DU2049_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2049
 DU2049  HISTORY     - Date     Condition        Report By
 DU2049  HISTORY     - 1936     MONUMENTED       CGS
 DU2049  HISTORY     - 1966     GOOD             AMS
 DU2049
 DU2049                          STATION DESCRIPTION
 DU2049
 DU2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2049'ABOUT 24-1/2 MILES NORTHEAST OF FLORENCE, 1-1/2 MILES NORTHWEST
 DU2049'OF THE SMALL MINING TOWN OF RAY, ABOUT ONE-FOURTH MILE NORTH OF
 DU2049'THE RAY-SUPERIOR HIGHWAY, AT THE EAST END OF ONE OF THE LONG,
 DU2049'SLOPING RIDGES RADIATING FROM THE PEAK OF TEAPOT MOUNTAIN,
 DU2049'200 YARDS NORTHWEST OF A SMALL BUT PROMINENT HILL LYING ON THE
 DU2049'NORTH SIDE OF THE HIGHWAY, 27 YARDS NORTHEAST OF A LONE SAGUARO
 DU2049'CACTUS IN THE LONGITUDINAL CENTER OF THE RIDGE, 30 FEET NORTH
 DU2049'OF THE RIDGE LINE, NEAR THE NORTH EDGE OF THE RIDGE SUMMIT, IN
 DU2049'RANGE WITH THE SOUTH EDGE OF TEAPOT PEAK AND THE TWIN BLACK
 DU2049'WATER TANKS ON NORTH SIDE OF THE HIGHWAY, IN TOP OF A SLANTING,
 DU2049'SHARP-EDGE BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 DU2049'GROUND.  MARKED BY A STANDARD BRONZE DISK.
 DU2049'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2049'NEAR THE SOUTH EDGE OF THE RIDGE, IN TOP OF BOULDER FLUSH
 DU2049'WITH THE GROUND, IS 10.932 METERS (35.87 FEET) FROM STATION
 DU2049'S 35 DEG 55 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU2049'BRONZE REFERENCE DISK, ON THE CREST OF RIDGE IN
 DU2049'FLAT-TOPPED BOULDER, IS 11.032 METERS (36.19 FEET) FROM
 DU2049'STATION S 53 DEG 47 MIN W.  THE AZIMUTH MARK, A STANDARD
 DU2049'BRONZE DISK, 35 YARDS NORTH OF THE CENTER OF THE
 DU2049'RAY-SUPERIOR HIGHWAY, 23 FEET NORTHWEST OF THE NORTH SIDE
 DU2049'OF THE EASTERLY ONE OF TWO SMALL BLACK WATER TANKS, 25 FEET WEST
 DU2049'OF THE NORTHWEST CORNER OF A CORRUGATED IRON SHED, IS 0.25
 DU2049'MILE FROM STATION S 63 DEG 54 MIN E.
 DU2049
 DU2049                          STATION RECOVERY (1966)
 DU2049
 DU2049'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DU2049'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 DU2049'AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2168 ***********************************************************************
 DU2168  DESIGNATION -  RAY
 DU2168  PID         -  DU2168
 DU2168  STATE/COUNTY-  AZ/MARICOPA
 DU2168  USGS QUAD   -  GUADALUPE (1982)
 DU2168
 DU2168                         *CURRENT SURVEY CONTROL
 DU2168  ___________________________________________________________________
 DU2168* NAD 83(1992)-  33 18 18.76626(N)    111 56 14.44996(W)     ADJUSTED  
 DU2168* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 DU2168  ___________________________________________________________________
 DU2168  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DU2168  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU2168  HORZ ORDER  -  SECOND
 DU2168
 DU2168.The horizontal coordinates were established by classical geodetic methods
 DU2168.and adjusted by the National Geodetic Survey in August 1993.
 DU2168
 DU2168.The orthometric height was scaled from a topographic map.
 DU2168
 DU2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2168
 DU2168.The geoid height was determined by GEOID03.
 DU2168
 DU2168;                    North         East     Units Scale Factor Converg.
 DU2168;SPC AZ C     -   255,598.644   211,434.211   MT  0.99990005   -0 00 40.9
 DU2168;SPC AZ C     -   838,578.23    693,681.79   iFT  0.99990005   -0 00 40.9
 DU2168;UTM  12      - 3,685,515.664   412,738.098   MT  0.99969388   -0 30 53.0
 DU2168
 DU2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2168!SPC AZ C     -   0.99994839  x   0.99990005  =   0.99984845
 DU2168!UTM  12      -   0.99994839  x   0.99969388  =   0.99964229
 DU2168
 DU2168|---------------------------------------------------------------------|
 DU2168| PID    Reference Object                     Distance      Geod. Az  |
 DU2168|                                                           dddmmss.s |
 DU2168| CH6174 RAY RM 1                             22.333 METERS 04127     |
 DU2168| CH6175 RAY RM 2                             18.437 METERS 11247     |
 DU2168| CH6173 RAY AZ MK                                          1324313.8 |
 DU2168|---------------------------------------------------------------------|
 DU2168
 DU2168                          SUPERSEDED SURVEY CONTROL
 DU2168
 DU2168  NAD 83(1986)-  33 18 18.76079(N)    111 56 14.45401(W) AD(       ) 2
 DU2168  NAD 27      -  33 18 18.58400(N)    111 56 11.94100(W) AD(       ) 2
 DU2168
 DU2168.Superseded values are not recommended for survey control.
 DU2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2168.See file dsdata.txt to determine how the superseded data were derived.
 DU2168
 DU2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1273885516(NAD 83)
 DU2168_MARKER: DS = TRIANGULATION STATION DISK
 DU2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2168
 DU2168  HISTORY     - Date     Condition        Report By
 DU2168  HISTORY     - 1935     MONUMENTED       CGS
 DU2168  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DU2168  HISTORY     - 20070717 MARK NOT FOUND   GEOCAC
 DU2168
 DU2168                          STATION DESCRIPTION
 DU2168
 DU2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2168'ABOUT 5.5 MILES DUE WEST OF THE TOWN OF CHANDLER, ABOUT 8.0
 DU2168'MILES DUE SOUTH OF THE TOWN OF TEMPE, AND 1.5 MILES WEST OF THE
 DU2168'RAY ESTRELLA STORE, JUST SOUTH OF THE SOUTH DITCH SOUTH OF
 DU2168'THE ROAD.  MARKED BY STANDARD BRONZE DISKS.
 DU2168'REFERENCE MARK NO. 1, SET IN CONCRETE
 DU2168'CULVERT UNDER ROAD NORTHEAST OF STATION, IS 22.333 METERS
 DU2168'(73.27 FEET) FROM STATION N 41 DEG 27 MIN E.  REFERENCE
 DU2168'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DU2168'18.437 METERS (60.49 FEET) FROM STATION S 67 DEG 13 MIN E.
 DU2168'AZIMUTH MARK (REFERENCE MARK NO. 3) SET IN CONCRETE
 DU2168'CULVERT NORTHWEST OF PUMPHOUSE (22 E. 5-1/2 S.), IS
 DU2168'ONE-HALF MILE FROM STATION S 37 DEG 17 MIN E.
 DU2168
 DU2168                          STATION RECOVERY (1960)
 DU2168
 DU2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU2168'THE STATION MARK WAS FOUND ON THE SOUTH SIDE OF A FENCE LINE
 DU2168'ON THE SOUTH SIDE OF THE ROAD NEAR THE IMMEDIATE VICINITY OF
 DU2168'ITS ORIGINAL POSITION.  THE REFERENCE MARKS WERE SEARCHED FOR
 DU2168'AND COULD NOT BE FOUND, AS ALL EVIDENCE INDICATE THEY HAVE
 DU2168'BEEN DESTROYED DUE TO CONSTRUCTION.  THE AZIMUTH MARK WAS
 DU2168'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 DU2168'
 DU2168'THERE HAS BEEN CONSIDERABLE GRADE WORK DONE ON THE ROAD AND
 DU2168'ON NEW IRRIGATION DITCHES.  ACCORDING TO MEASUREMENTS AND
 DU2168'ANGLES, THERE IS AN IRRIGATION DITCH ABOUT 4 FEET DEEP WHERE
 DU2168'THE STATION WAS ORIGINALLY SET, AND EVIDENCE INDICATE THE
 DU2168'UNDERGROUND MARK IS ALSO DESTROYED.
 DU2168
 DU2168                          STATION RECOVERY (2007)
 DU2168
 DU2168'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2168'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2168'MARK. RAY ROAD HAS BEEN WIDENED, AND THE CANALS AND IRRIGATION DITCHES
 DU2168'HAVE BEEN REMOVED. THE ENTIRE AREA SOUTH OF THE ROAD HAS BEEN
 DU2168'DEVELOPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2255 ***********************************************************************
 DU2255  DESIGNATION -  RAY
 DU2255  PID         -  DU2255
 DU2255  STATE/COUNTY-  AZ/MARICOPA
 DU2255  USGS QUAD   -  HIGLEY (1981)
 DU2255
 DU2255                         *CURRENT SURVEY CONTROL
 DU2255  ___________________________________________________________________
 DU2255* NAD 83(2007)-  33 19 18.32696(N)    111 41 00.02102(W)     ADJUSTED  
 DU2255* NAVD 88     -       405.0    (meters)    1329.     (feet)  VERTCON   
 DU2255  ___________________________________________________________________
 DU2255  EPOCH DATE  -        2007.00
 DU2255  X           -  -1,971,256.941 (meters)                     COMP
 DU2255  Y           -  -4,957,745.858 (meters)                     COMP
 DU2255  Z           -   3,484,038.506 (meters)                     COMP
 DU2255  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DU2255  ELLIP HEIGHT-         375.752 (meters)          (02/10/07) ADJUSTED
 DU2255  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU2255
 DU2255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2255  Type    PID    Designation                      North   East  Ellip
 DU2255  -------------------------------------------------------------------
 DU2255  NETWORK DU2255 RAY                               3.51   2.76  11.37
 DU2255  -------------------------------------------------------------------
 DU2255
 DU2255.The horizontal coordinates were established by GPS observations
 DU2255.and adjusted by the National Geodetic Survey in February 2007.
 DU2255
 DU2255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2255.The horizontal coordinates are valid at the epoch date displayed above.
 DU2255.The epoch date for horizontal control is a decimal equivalence
 DU2255.of Year/Month/Day.
 DU2255
 DU2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2255
 DU2255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2255
 DU2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2255
 DU2255.The ellipsoidal height was determined by GPS observations
 DU2255.and is referenced to NAD 83.
 DU2255
 DU2255.The geoid height was determined by GEOID03.
 DU2255
 DU2255;                    North         East     Units Scale Factor Converg.
 DU2255;SPC AZ C     -   257,457.535   235,083.566   MT  0.99990582   +0 07 41.4
 DU2255;SPC AZ C     -   844,676.95    771,271.54   iFT  0.99990582   +0 07 41.4
 DU2255;UTM  12      - 3,687,166.291   436,397.406   MT  0.99964987   -0 22 31.4
 DU2255
 DU2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2255!SPC AZ C     -   0.99994101  x   0.99990582  =   0.99984684
 DU2255!UTM  12      -   0.99994101  x   0.99964987  =   0.99959090
 DU2255
 DU2255                          SUPERSEDED SURVEY CONTROL
 DU2255
 DU2255  ELLIP H (06/11/02)  375.796  (m)                       GP(       ) 4 2
 DU2255  NAD 83(1992)-  33 19 18.32541(N)    111 41 00.01974(W) AD(       ) 1
 DU2255  ELLIP H (08/23/93)  375.855  (m)                       GP(       ) 4 2
 DU2255  NAD 83(1986)-  33 19 18.31921(N)    111 41 00.02404(W) AD(       ) 1
 DU2255  NGVD 29 (09/11/89)  404.5    (m)         1327.     (f) GPS OBS     3  
 DU2255
 DU2255.Superseded values are not recommended for survey control.
 DU2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2255.See file dsdata.txt to determine how the superseded data were derived.
 DU2255
 DU2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3639787166(NAD 83)
 DU2255_MARKER: DD = SURVEY DISK
 DU2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2255+STABILITY: SURFACE MOTION
 DU2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2255+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2255
 DU2255  HISTORY     - Date     Condition        Report By
 DU2255  HISTORY     - 1986     MONUMENTED       AZDT
 DU2255  HISTORY     - 20070726 MARK NOT FOUND   GEOCAC
 DU2255
 DU2255                          STATION DESCRIPTION
 DU2255
 DU2255'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2255'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTHEAST OF GILBERT,
 DU2255'ARIZONA.
 DU2255'
 DU2255'TO REACH THE STATION FROM THE INTERSECTION OF WILLIAMS FIELD ROAD
 DU2255'AND POWER ROAD, GO NORTH ON POWER ROAD FOR 1.6 KM (1.0 MI) TO THE
 DU2255'INTERSECTION OF POWER ROAD AND RAY ROAD, TURN RIGHT AND GO EAST ON
 DU2255'RAY ROAD FOR 0.32 KM (0.2 MI) TO THE STATION AT THE END OF RAY ROAD
 DU2255'AT THE WEST END OF A FOOT BRIDGE.
 DU2255'
 DU2255'THE STATION IS A STANDARD AGS DISK
 DU2255'STAMPED---RAY 1986---,
 DU2255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2255'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DU2255'1.22 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST AND SIGN,
 DU2255'1.28 METERS (4.2 FT) NORTHEAST FROM A WITNESS POST AND SIGN,
 DU2255'3.05 METERS (10.0 FT) EAST FROM THE CENTERLINE OF THE WEST CANAL
 DU2255'ROAD,
 DU2255'4.6 METERS (15.0 FT) WEST FROM THE CENTERLINE OF THE CANAL,
 DU2255'1.04 METERS (3.4 FT) WEST FROM THE NORTHWEST CORNER OF THE FOOT
 DU2255'BRIDGE OVER THE CANAL.
 DU2255'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2255'STAMPED---RAY 1986---,
 DU2255'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2255
 DU2255                          STATION RECOVERY (2007)
 DU2255
 DU2255'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2255'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2255'MARK. RAY ROAD HAS BEEN WIDENED AND EXTENDED TO CROSS THE CANAL AND
 DU2255'CONNECT WITH SOSSAMAN ROAD. THE BRIDGE HERE IS NOW FIVE LANES WIDE.
 DU2255'ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2256 ***********************************************************************
 DU2256  DESIGNATION -  RAZ
 DU2256  PID         -  DU2256
 DU2256  STATE/COUNTY-  AZ/MARICOPA
 DU2256  USGS QUAD   -  MESA (1982)
 DU2256
 DU2256                         *CURRENT SURVEY CONTROL
 DU2256  ___________________________________________________________________
 DU2256* NAD 83(2007)-  33 27 29.30524(N)    111 50 24.64744(W)     ADJUSTED  
 DU2256* NAVD 88     -       374.1    (meters)    1227.     (feet)  VERTCON   
 DU2256  ___________________________________________________________________
 DU2256  EPOCH DATE  -        2007.00
 DU2256  X           -  -1,981,714.060 (meters)                     COMP
 DU2256  Y           -  -4,944,579.556 (meters)                     COMP
 DU2256  Z           -   3,496,651.810 (meters)                     COMP
 DU2256  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DU2256  ELLIP HEIGHT-         344.634 (meters)          (02/10/07) ADJUSTED
 DU2256  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU2256
 DU2256  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2256  Type    PID    Designation                      North   East  Ellip
 DU2256  -------------------------------------------------------------------
 DU2256  NETWORK DU2256 RAZ                               1.63   1.31   4.47
 DU2256  -------------------------------------------------------------------
 DU2256
 DU2256.The horizontal coordinates were established by GPS observations
 DU2256.and adjusted by the National Geodetic Survey in February 2007.
 DU2256
 DU2256.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2256.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2256.The horizontal coordinates are valid at the epoch date displayed above.
 DU2256.The epoch date for horizontal control is a decimal equivalence
 DU2256.of Year/Month/Day.
 DU2256
 DU2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2256
 DU2256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2256
 DU2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2256
 DU2256.The ellipsoidal height was determined by GPS observations
 DU2256.and is referenced to NAD 83.
 DU2256
 DU2256.The geoid height was determined by GEOID03.
 DU2256
 DU2256;                    North         East     Units Scale Factor Converg.
 DU2256;SPC AZ C     -   272,560.755   220,470.059   MT  0.99990062   +0 02 31.8
 DU2256;SPC AZ C     -   894,228.20    723,326.97   iFT  0.99990062   +0 02 31.8
 DU2256;UTM  12      - 3,702,393.930   421,920.933   MT  0.99967516   -0 27 47.7
 DU2256
 DU2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2256!SPC AZ C     -   0.99994590  x   0.99990062  =   0.99984652
 DU2256!UTM  12      -   0.99994590  x   0.99967516  =   0.99962108
 DU2256
 DU2256                          SUPERSEDED SURVEY CONTROL
 DU2256
 DU2256  ELLIP H (06/11/02)  344.657  (m)                       GP(       ) 4 2
 DU2256  NAD 83(1992)-  33 27 29.30422(N)    111 50 24.64668(W) AD(       ) 1
 DU2256  ELLIP H (08/23/93)  344.728  (m)                       GP(       ) 4 2
 DU2256  NAD 83(1986)-  33 27 29.29662(N)    111 50 24.65120(W) AD(       ) 1
 DU2256  NGVD 29 (09/11/89)  373.5    (m)         1225.     (f) GPS OBS     3  
 DU2256
 DU2256.Superseded values are not recommended for survey control.
 DU2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2256.See file dsdata.txt to determine how the superseded data were derived.
 DU2256
 DU2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2192102394(NAD 83)
 DU2256_MARKER: DD = SURVEY DISK
 DU2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2256+STABILITY: SURFACE MOTION
 DU2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2256+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2256
 DU2256  HISTORY     - Date     Condition        Report By
 DU2256  HISTORY     - 1986     MONUMENTED       AZDT
 DU2256  HISTORY     - 19980611 MARK NOT FOUND   AZDT
 DU2256
 DU2256                          STATION DESCRIPTION
 DU2256
 DU2256'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2256'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) NORTH OF MESA, ARIZONA.
 DU2256'
 DU2256'TO REACH THE STATION FROM THE INTERSECTION OF MCKELLIPS ROAD AND
 DU2256'COUNTRY CLUB DRIVE, GO NORTH ON COUNTRY CLUB DRIVE FOR 0.73 KM
 DU2256'(0.45 MI) TO THE STATION ON THE LEFT.
 DU2256'
 DU2256'THE STATION IS A STANDARD AGS DISK
 DU2256'STAMPED---RAZ 1986---,
 DU2256'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2256'25 CM IN DIAMETER PROJECTING 7.6 CM ABOVE GROUND.  LOCATED
 DU2256'1.68 METERS (5.5 FT) SOUTH FROM A WITNESS POST AND SIGN,
 DU2256'1.0 METER (3.3 FT) WEST FROM A GUARD RAIL,
 DU2256'16.55 METERS (54.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF A BRIDGE.
 DU2256'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2256'STAMPED---RAZ 1986---,
 DU2256'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2256
 DU2256                          STATION RECOVERY (1998)
 DU2256
 DU2256'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DU2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0918 ***********************************************************************
 ET0918  DESIGNATION -  REATA
 ET0918  PID         -  ET0918
 ET0918  STATE/COUNTY-  AZ/YAVAPAI
 ET0918  USGS QUAD   -  MAYER (1974)
 ET0918
 ET0918                         *CURRENT SURVEY CONTROL
 ET0918  ___________________________________________________________________
 ET0918* NAD 83(1992)-  34 29 43.03681(N)    112 14 51.64057(W)     ADJUSTED  
 ET0918* NAVD 88     -      1420.67   (+/-2cm)    4661.0    (feet)  VERTCON   
 ET0918  ___________________________________________________________________
 ET0918  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ET0918  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0918  HORZ ORDER  -  SECOND
 ET0918  VERT ORDER  -  THIRD ? (See Below)
 ET0918
 ET0918.The horizontal coordinates were established by classical geodetic methods
 ET0918.and adjusted by the National Geodetic Survey in August 1993.
 ET0918
 ET0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0918.The vertical order pertains to the NGVD 29 superseded value.
 ET0918
 ET0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0918
 ET0918.The geoid height was determined by GEOID03.
 ET0918
 ET0918;                    North         East     Units Scale Factor Converg.
 ET0918;SPC AZ C     -   387,638.834   182,961.200   MT  0.99991139   -0 11 14.9
 ET0918;SPC AZ C     - 1,271,780.95    600,266.40   iFT  0.99991139   -0 11 14.9
 ET0918;UTM  12      - 3,817,781.171   385,449.399   MT  0.99976174   -0 42 24.1
 ET0918
 ET0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0918!SPC AZ C     -   0.99978116  x   0.99991139  =   0.99969256
 ET0918!UTM  12      -   0.99978116  x   0.99976174  =   0.99954295
 ET0918
 ET0918|---------------------------------------------------------------------|
 ET0918| PID    Reference Object                     Distance      Geod. Az  |
 ET0918|                                                           dddmmss.s |
 ET0918| CH3156 REATA RM 1                            9.857 METERS 01128     |
 ET0918| CH3157 ROUTE 69 MP 278.55                    9.945 METERS 19230     |
 ET0918| ET0938 POLAND                              APPROX. 4.6 KM 2055944.5 |
 ET0918|---------------------------------------------------------------------|
 ET0918
 ET0918                          SUPERSEDED SURVEY CONTROL
 ET0918
 ET0918  NAD 83(1986)-  34 29 43.03299(N)    112 14 51.63901(W) AD(       ) 2
 ET0918  NAD 27      -  34 29 42.94067(N)    112 14 49.05315(W) AD(       ) 2
 ET0918  NGVD 29 (07/19/86) 1419.87   (m)         4658.4    (f) LEVELING    3  
 ET0918
 ET0918.Superseded values are not recommended for survey control.
 ET0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0918.See file dsdata.txt to determine how the superseded data were derived.
 ET0918
 ET0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8544917781(NAD 83)
 ET0918_MARKER: DD = SURVEY DISK
 ET0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0918+STABILITY: SURFACE MOTION
 ET0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0918+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0918
 ET0918  HISTORY     - Date     Condition        Report By
 ET0918  HISTORY     - 1980     MONUMENTED       AZDT
 ET0918  HISTORY     - 20070403 GOOD             AIRDAT
 ET0918  HISTORY     - 20080711 GOOD             GEOCAC
 ET0918
 ET0918                          STATION DESCRIPTION
 ET0918
 ET0918'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0918'THE STATION IS LOCATED 13 MILES SOUTHEAST OF PRESCOTT 0.8 MILE
 ET0918'SOUTHWEST OF HUMBOLT AND ALONG THE EAST RIGHT OF WAY OF ARIZONA
 ET0918'HIGHWAY 69.
 ET0918'
 ET0918'THE STATION MARK IS AN ADOT DISK STAMPED REATA 1980.  IT IS SET IN TOP
 ET0918'OF A CONCRETE MONUMENT 97.5 FEET EAST OF THE CENTERLINE OF SR 69 AND
 ET0918'2.8 FEET NORTHWEST OF THE WITNESS POST.
 ET0918'
 ET0918'REFERENCE MARK 1 IS AN ADOT DISK STAMPED REATA RM 1 1980.  IT IS SET
 ET0918'IN TOP OF A CONCRETE MONUMENT.
 ET0918'
 ET0918'REFERENCE MARK 2 IS AN AHD DISK STAMPED P AND M 1345 MP 278.55 1973.
 ET0918'THE MARK IS SET IN A ROCK.
 ET0918'
 ET0918'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY GO SOUTHEAST ALONG
 ET0918'SR 69 FOR 2.6 MILES TO THE STATION ON THE LEFT ATOP A 25 FOOT CUTBANK.
 ET0918
 ET0918                          STATION RECOVERY (2007)
 ET0918
 ET0918'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 ET0918'RECOVERED AS DESCRIBED.
 ET0918
 ET0918                          STATION RECOVERY (2008)
 ET0918
 ET0918'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0918'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION AS
 ET0918'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION - ACCESS TO THE
 ET0918'STATION CAN BE MADE FROM THE AMERICAN LEGION POST 78 PARKING LOT WHICH
 ET0918'IS LOCATED ATOP THE CUTBANK.
 ET0918' 
 ET0918'REFERENCE MARK 2 WAS FOUND DESTROYED, UPSIDE DOWN IN ITS ROCK SETTING.
 ET0918' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1645 ***********************************************************************
 DU1645  DESIGNATION -  RECKER
 DU1645  PID         -  DU1645
 DU1645  STATE/COUNTY-  AZ/MARICOPA
 DU1645  USGS QUAD   -  BUCKHORN (1982)
 DU1645
 DU1645                         *CURRENT SURVEY CONTROL
 DU1645  ___________________________________________________________________
 DU1645* NAD 83(1992)-  33 23 11.92636(N)    111 42 05.89425(W)     ADJUSTED  
 DU1645* NAVD 88     -       409.149  (meters)    1342.35   (feet)  ADJUSTED  
 DU1645  ___________________________________________________________________
 DU1645  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 DU1645  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1645  DYNAMIC HT  -         408.661 (meters)    1340.75  (feet)  COMP
 DU1645  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 DU1645
 DU1645  HORZ ORDER  -  SECOND
 DU1645  VERT ORDER  -  SECOND    CLASS I
 DU1645
 DU1645.The horizontal coordinates were established by classical geodetic methods
 DU1645.and adjusted by the National Geodetic Survey in August 1993.
 DU1645
 DU1645.The orthometric height was determined by differential leveling
 DU1645.and adjusted in January 1998.
 DU1645
 DU1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1645
 DU1645.The geoid height was determined by GEOID03.
 DU1645
 DU1645.The dynamic height is computed by dividing the NAVD 88
 DU1645.geopotential number by the normal gravity value computed on the
 DU1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1645.degrees latitude (g = 980.6199 gals.).
 DU1645
 DU1645.The modeled gravity was interpolated from observed gravity values.
 DU1645
 DU1645;                    North         East     Units Scale Factor Converg.
 DU1645;SPC AZ C     -   264,650.032   233,365.098   MT  0.99990493   +0 07 06.0
 DU1645;SPC AZ C     -   868,274.38    765,633.52   iFT  0.99990493   +0 07 06.0
 DU1645;UTM  12      - 3,694,371.794   434,742.694   MT  0.99965250   -0 23 10.0
 DU1645
 DU1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1645!SPC AZ C     -   0.99994042  x   0.99990493  =   0.99984536
 DU1645!UTM  12      -   0.99994042  x   0.99965250  =   0.99959294
 DU1645
 DU1645:                Primary Azimuth Mark                     Grid Az
 DU1645:SPC AZ C     -  DOUBLE 2                                 053 42 14.7
 DU1645:UTM  12      -  DOUBLE 2                                 054 12 30.7
 DU1645
 DU1645|---------------------------------------------------------------------|
 DU1645| PID    Reference Object                     Distance      Geod. Az  |
 DU1645|                                                           dddmmss.s |
 DU1645| DU2109 DOUBLE 2                            APPROX. 5.5 KM 0534920.7 |
 DU1645| CH6180 RECKER RM 1                           8.488 METERS 10224     |
 DU1645| DU1646 RECKER RM 2                          12.912 METERS 28152     |
 DU1645|---------------------------------------------------------------------|
 DU1645
 DU1645                          SUPERSEDED SURVEY CONTROL
 DU1645
 DU1645  NAD 83(1986)-  33 23 11.92130(N)    111 42 05.89824(W) AD(       ) 2
 DU1645  NAD 27      -  33 23 11.74852(N)    111 42 03.40681(W) AD(       ) 2
 DU1645  NAVD 88 (11/29/93)  409.147  (m)         1342.34   (f) UNKNOWN     2 1
 DU1645  NGVD 29 (07/19/86)  408.2    (m)         1339.     (f) VERT ANG    3  
 DU1645
 DU1645.Superseded values are not recommended for survey control.
 DU1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1645.See file dsdata.txt to determine how the superseded data were derived.
 DU1645
 DU1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3474394372(NAD 83)
 DU1645_MARKER: DE = TRAVERSE STATION DISK
 DU1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1645_SP_SET: CONCRETE POST
 DU1645_STAMPING: RECKER PM GS 1974
 DU1645_MARK LOGO: AZDT  
 DU1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1645+STABILITY: SURFACE MOTION
 DU1645
 DU1645  HISTORY     - Date     Condition        Report By
 DU1645  HISTORY     - 1974     MONUMENTED       AZDT
 DU1645  HISTORY     - 1981     GOOD             AZDT
 DU1645  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1645  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1645  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1645
 DU1645                          STATION DESCRIPTION
 DU1645
 DU1645'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1645'THE STATION IS LOCATED ABOUT 8.2 MILES EAST SOUTHEAST OF MESA AND
 DU1645'9 MILES SOUTHWEST OF APACHE JCT. ALONG THE WEST SIDE OF THE
 DU1645'ROOSEVELT CANAL.
 DU1645'
 DU1645'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED RECKER P AND
 DU1645'M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT WHICH IS 2
 DU1645'INCHES BELOW SURFACE.  THE STATION IS 22.19 FEET EAST SOUTHEAST
 DU1645'OF A CENTER SUPPORT OF A CANAL GATE ON WEST EDGE OF A SERVICE ROAD
 DU1645'AND IS MARKED WITH A WITNESS POST.
 DU1645'
 DU1645'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RECKER
 DU1645'RM 1 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT PROJECTING 0.2
 DU1645'FEET AND IS 1.0 FOOT WEST OF A WITNESS POST.
 DU1645'
 DU1645'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RECKER
 DU1645'RM 2 1974 AND IS EPOXIED TO A CEMENT HEADWALL ON A CANAL BANK.
 DU1645'
 DU1645'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE
 DU1645'ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5 MILES TO
 DU1645'BASELINE ROAD, GO EAST ON BASELINE ROAD FOR 8.3 MILES TO THE
 DU1645'ROOSEVELT CANAL, CROSS OVER CANAL AND TURN NORTH ON EAST CANAL
 DU1645'BANK SERVICE ROAD FOR 0.6 MILES TO A GATE IN THE CANAL AND THE
 DU1645'STATION ON THE WEST SIDE OF THE ROAD.
 DU1645'
 DU1645'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1645
 DU1645                          STATION RECOVERY (1981)
 DU1645
 DU1645'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1645'IN MESA.
 DU1645'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1645'ROAD, THENCE 1 MI (1.61 KM) WEST ALONG THE SUPERSTITION FREEWAY
 DU1645'CORRIDOR 22.19 FT (6.77 METERS) EAST SOUTHEAST OF A CENTER SUPPORT OF
 DU1645'A CANAL GATE ON THE WEST EDGE OF A SERVICE ROAD, AND IS MARKED WITH A
 DU1645'WITNESS POST, A STANDARD AZDT CAP SET IN A 12-INCH (18.5 CM)
 DU1645'CONCRETE MONUMENT 2 INCHES (5.08 CM) BELOW SURFACE.
 DU1645
 DU1645                          STATION RECOVERY (1994)
 DU1645
 DU1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1645'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1645
 DU1645                          STATION RECOVERY (2006)
 DU1645
 DU1645'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1645'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU1645'ADJUSTED COORDINATES POINT TO A CANAL THAT RUNS UNDER THE SUPERSTITION
 DU1645'FREEWAY   APPROXIMATELY UNDER THE CENTER CONCRETE/ASPHALT MEDIAN OF
 DU1645'THE FREEWAY. THERE IS NO CANAL GATE OR WITNESS POST IN THE CANAL IN
 DU1645'THE AREA.
 DU1645
 DU1645                          STATION RECOVERY (2008)
 DU1645
 DU1645'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1645'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1645'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1646 ***********************************************************************
 DU1646  DESIGNATION -  RECKER RM 2
 DU1646  PID         -  DU1646
 DU1646  STATE/COUNTY-  AZ/MARICOPA
 DU1646  USGS QUAD   -  BUCKHORN (1982)
 DU1646
 DU1646                         *CURRENT SURVEY CONTROL
 DU1646  ___________________________________________________________________
 DU1646* NAD 83(1986)-  33 23 12.     (N)    111 42 05.     (W)     SCALED    
 DU1646* NAVD 88     -       408.507  (meters)    1340.24   (feet)  ADJUSTED  
 DU1646  ___________________________________________________________________
 DU1646  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1646  DYNAMIC HT  -         408.019 (meters)    1338.64  (feet)  COMP
 DU1646  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 DU1646
 DU1646  VERT ORDER  -  SECOND    CLASS I
 DU1646
 DU1646.The horizontal coordinates were scaled from a topographic map and have
 DU1646.an estimated accuracy of +/- 6 seconds.
 DU1646
 DU1646.The orthometric height was determined by differential leveling
 DU1646.and adjusted in January 1998.
 DU1646
 DU1646.The geoid height was determined by GEOID03.
 DU1646
 DU1646.The dynamic height is computed by dividing the NAVD 88
 DU1646.geopotential number by the normal gravity value computed on the
 DU1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1646.degrees latitude (g = 980.6199 gals.).
 DU1646
 DU1646.The modeled gravity was interpolated from observed gravity values.
 DU1646
 DU1646;                    North         East    Units  Estimated Accuracy
 DU1646;SPC AZ C     -   264,650.      233,390.      MT  (+/- 180 meters Scaled)
 DU1646
 DU1646                          SUPERSEDED SURVEY CONTROL
 DU1646
 DU1646  NAVD 88 (11/29/93)  408.505  (m)         1340.24   (f) UNKNOWN     2 1
 DU1646
 DU1646.Superseded values are not recommended for survey control.
 DU1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1646.See file dsdata.txt to determine how the superseded data were derived.
 DU1646
 DU1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB347943(NAD 83)
 DU1646_MARKER: DR = REFERENCE MARK DISK
 DU1646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1646_SP_SET: CONCRETE HEADWALL
 DU1646_STAMPING: RECKER RM2 1974
 DU1646_MARK LOGO: AZDT  
 DU1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1646
 DU1646  HISTORY     - Date     Condition        Report By
 DU1646  HISTORY     - 1974     MONUMENTED       AZDT
 DU1646  HISTORY     - 1981     GOOD             AZDT
 DU1646  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1646  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DU1646  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1646
 DU1646                          STATION DESCRIPTION
 DU1646
 DU1646'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1646'IN MESA.
 DU1646'IN MESA, 2 MI (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1646'ROAD, THENCE 1 MI (1.61 KM) WEST ALONG THE SUPERSTITION FREEWAY
 DU1646'CORRIDOR, 22.19 FT (6.77 METERS) EAST-SOUTHEAST OF A CENTER SUPPORT OF
 DU1646'A CANAL GATE ON THE WEST EDGE OF A SERVICE ROAD TO THE MAIN STATION
 DU1646'(RECKER), 42.36 FT (12.912 METERS WEST OF STATION RECKER, A STANDARD
 DU1646'AZDT CAP EPOXIED TO A CONCRETE HEADWALL ON A CANAL BANK.
 DU1646
 DU1646                          STATION RECOVERY (1994)
 DU1646
 DU1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1646'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1646
 DU1646                          STATION RECOVERY (2006)
 DU1646
 DU1646'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1646'DID NOT FIND REFERENCE MARK 2. THE ADJUSTED COORDINATES FOR THE
 DU1646'STATION POINT TO A CANAL THAT RUNS UNDER THE SUPERSTITION FREEWAY
 DU1646'APPROXIMATELY UNDER THE CENTER CONCRETE/ASPHALT MEDIAN OF THE FREEWAY.
 DU1646'THERE IS HEADWALL FOR THE CANAL IN THE AREA.
 DU1646
 DU1646                          STATION RECOVERY (2008)
 DU1646
 DU1646'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1646'THE CO-ORDINATES ARE SCALED. THERE IS A CANAL CONTROL GATE AT THE
 DU1646'DESCRIBED LOCATION, BUT NO DISK TO BE FOUND ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0463 ***********************************************************************
 CY0463  DESIGNATION -  RED
 CY0463  PID         -  CY0463
 CY0463  STATE/COUNTY-  AZ/COCHISE
 CY0463  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0463
 CY0463                         *CURRENT SURVEY CONTROL
 CY0463  ___________________________________________________________________
 CY0463* NAD 83(1992)-  32 08 55.25866(N)    109 59 42.53448(W)     ADJUSTED  
 CY0463* NAVD 88     -      1354.885  (meters)    4445.15   (feet)  ADJUSTED  
 CY0463  ___________________________________________________________________
 CY0463  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CY0463  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY0463  DYNAMIC HT  -        1352.838 (meters)    4438.44  (feet)  COMP
 CY0463  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 CY0463
 CY0463  HORZ ORDER  -  SECOND
 CY0463  VERT ORDER  -  FIRST     CLASS II
 CY0463
 CY0463.The horizontal coordinates were established by classical geodetic methods
 CY0463.and adjusted by the National Geodetic Survey in August 1993.
 CY0463
 CY0463.The orthometric height was determined by differential leveling
 CY0463.and adjusted in June 1991.
 CY0463
 CY0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0463
 CY0463.The geoid height was determined by GEOID03.
 CY0463
 CY0463.The dynamic height is computed by dividing the NAVD 88
 CY0463.geopotential number by the normal gravity value computed on the
 CY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0463.degrees latitude (g = 980.6199 gals.).
 CY0463
 CY0463.The modeled gravity was interpolated from observed gravity values.
 CY0463
 CY0463;                    North         East     Units Scale Factor Converg.
 CY0463;SPC AZ E     -   127,365.433   229,539.477   MT  0.99990323   +0 05 28.6
 CY0463;SPC AZ E     -   417,865.59    753,082.27   iFT  0.99990323   +0 05 28.6
 CY0463;UTM  12      - 3,557,358.472   594,762.238   MT  0.99971074   +0 32 05.1
 CY0463
 CY0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0463!SPC AZ E     -   0.99979157  x   0.99990323  =   0.99969482
 CY0463!UTM  12      -   0.99979157  x   0.99971074  =   0.99950237
 CY0463
 CY0463:                Primary Azimuth Mark                     Grid Az
 CY0463:SPC AZ E     -  STEELE                                   053 55 56.8
 CY0463:UTM  12      -  STEELE                                   053 29 20.3
 CY0463
 CY0463|---------------------------------------------------------------------|
 CY0463| PID    Reference Object                     Distance      Geod. Az  |
 CY0463|                                                           dddmmss.s |
 CY0463| CY0470 STEELE                              APPROX. 5.3 KM 0540125.4 |
 CY0463| CY0464 RED RM 1                              8.873 METERS 05705     |
 CY0463| CY0462 RED RM 2                              9.648 METERS 20622     |
 CY0463|---------------------------------------------------------------------|
 CY0463
 CY0463                          SUPERSEDED SURVEY CONTROL
 CY0463
 CY0463  NAD 83(1986)-  32 08 55.25192(N)    109 59 42.53201(W) AD(       ) 2
 CY0463  NAD 27      -  32 08 54.97520(N)    109 59 40.28280(W) AD(       ) 2
 CY0463  NGVD 29 (??/??/92) 1354.035  (m)         4442.36   (f) ADJ UNCH    1 2
 CY0463
 CY0463.Superseded values are not recommended for survey control.
 CY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0463.See file dsdata.txt to determine how the superseded data were derived.
 CY0463
 CY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9476257358(NAD 83)
 CY0463_MARKER: DS = TRIANGULATION STATION DISK
 CY0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0463_STAMPING: RED 1960
 CY0463_PROJECTION: PROJECTING 6 CENTIMETERS
 CY0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0463+STABILITY: SURFACE MOTION
 CY0463
 CY0463  HISTORY     - Date     Condition        Report By
 CY0463  HISTORY     - 1960     MONUMENTED       CGS
 CY0463  HISTORY     - 1960     GOOD             CGS
 CY0463  HISTORY     - 1979     GOOD             NGS
 CY0463
 CY0463                          STATION DESCRIPTION
 CY0463
 CY0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0463'THE STATION IS LOCATED ABOUT 22 MILES EAST OF BENSON AND 12
 CY0463'MILES SOUTHWEST OF WILLCOX, ON THE NORTH SIDE OF INTERSTATE
 CY0463'HIGHWAY 10.
 CY0463'
 CY0463'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 CY0463'86 AND 186 IN WILLCOX, GO WEST TOWARD BENSON ON HIGHWAY 86
 CY0463'FOR 8.6 MILES TO THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAY
 CY0463'666.  CONTINUE WESTWARD ON HIGHWAY 86 AND INTERSTATE 10 FOR
 CY0463'3.3 MILES TO THE STATION ON THE RIGHT, JUST AFTER PASSING
 CY0463'A SMALL HIGHWAY CUT.
 CY0463'
 CY0463'THE STATION MARK IS A STANDARD DISK STAMPED RED 1960, SET IN
 CY0463'A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 7
 CY0463'FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 3.9 FEET NORTHWEST
 CY0463'OF A WITNESS POST.
 CY0463'
 CY0463'R.M. 1 IS A STANDARD DISK STAMPED RED NO 1 1960, SET IN A
 CY0463'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 1 FOOT
 CY0463'SOUTH OF THE FENCE.
 CY0463'
 CY0463'R.M. 2 IS A STANDARD DISK STAMPED RED NO 2 1960, SET IN A
 CY0463'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 1 FOOT
 CY0463'SOUTH OF THE RIGHT-OF-WAY FENCE.
 CY0463'
 CY0463'TRIANGULATION STATION STEELE CAN BE USED AS AN AZIMUTH MARK.
 CY0463'SEE DESCRIPTION.
 CY0463
 CY0463                          STATION RECOVERY (1960)
 CY0463
 CY0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0463'12.0 MI SW FROM WILLCOX.
 CY0463'11.9 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 86 AND 186 AT
 CY0463'WILLCOX, ARIZONA, ON STATE HIGHWAY 86 AND INTERSTATE HIGHWAY 19, 3.3
 CY0463'MILES WEST OF OVERPASS FOR U.S. HIGHWAY 666, 7 FEET NORTH OF
 CY0463'RIGHT-OF-WAY FENCE, 4 FEET NORTHWEST OF WITNESS POST, SET IN THE TOP
 CY0463'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CY0463
 CY0463                          STATION RECOVERY (1979)
 CY0463
 CY0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0463'38.6 KILOMETERS (24.0 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0463'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.6 KILOMETER (0.35
 CY0463'MILE) NORTHEAST OF MILE POST 328, 0.1 KILOMETER (0.05 MILE) SOUTHWEST
 CY0463'OF THE FIRST ROCK CUT SOUTHWEST OF THE U. S. HIGHWAY 666 INTERCHANGE,
 CY0463'33.8 METERS (111 FEET) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CY0463'LANES OF INTERSTATE 10 AND 1.9 METERS (6.4 FEET) NORTHWEST OF THE
 CY0463'NORTHWEST RIGHT-OF-WAY FENCE.
 CY0463'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 CY0463'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0933 ***********************************************************************
 DW0933  DESIGNATION -  RED
 DW0933  PID         -  DW0933
 DW0933  STATE/COUNTY-  AZ/LA PAZ
 DW0933  USGS QUAD   -  RED HILL SW (1986)
 DW0933
 DW0933                         *CURRENT SURVEY CONTROL
 DW0933  ___________________________________________________________________
 DW0933* NAD 83(1992)-  33 02 05.04911(N)    114 29 16.48285(W)     ADJUSTED  
 DW0933* NAVD 88     -       156.2    (meters)     512.     (feet)  VERTCON   
 DW0933  ___________________________________________________________________
 DW0933  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DW0933  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DW0933  HORZ ORDER  -  FIRST
 DW0933
 DW0933.The horizontal coordinates were established by classical geodetic methods
 DW0933.and adjusted by the National Geodetic Survey in August 1993.
 DW0933
 DW0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0933
 DW0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0933
 DW0933.The geoid height was determined by GEOID03.
 DW0933
 DW0933;                    North         East     Units Scale Factor Converg.
 DW0933;SPC AZ W     -   225,853.034   144,430.611   MT  0.99999189   -0 24 08.2
 DW0933;SPC AZ W     -   740,987.64    473,853.71   iFT  0.99999189   -0 24 08.2
 DW0933;SPC CA 6     -   597,661.783 2,164,595.087   MT  0.99996770   +0 58 05.9
 DW0933;SPC CA 6     - 1,960,828.70  7,101,675.71   sFT  0.99996770   +0 58 05.9
 DW0933;UTM  11      - 3,657,942.610   734,607.532   MT  1.00027870   +1 22 12.3
 DW0933
 DW0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0933!SPC AZ W     -   0.99998072  x   0.99999189  =   0.99997261
 DW0933!SPC CA 6     -   0.99998072  x   0.99996770  =   0.99994842
 DW0933!UTM  11      -   0.99998072  x   1.00027870  =   1.00025941
 DW0933
 DW0933|---------------------------------------------------------------------|
 DW0933| PID    Reference Object                     Distance      Geod. Az  |
 DW0933|                                                           dddmmss.s |
 DW0933| CF0547 RED RM 3                             18.500 METERS 06235     |
 DW0933| CF0550 RED RM 3                             18.018 METERS 06235     |
 DW0933| CF0548 RED RM 1                              2.504 METERS 17816     |
 DW0933| CF0546 RED AZ MK                                          2294114.0 |
 DW0933| CF0549 RED RM 2                              2.490 METERS 29246     |
 DW0933|---------------------------------------------------------------------|
 DW0933
 DW0933                          SUPERSEDED SURVEY CONTROL
 DW0933
 DW0933  NAD 83(1986)-  33 02 05.05267(N)    114 29 16.48928(W) AD(       ) 1
 DW0933  NAD 27      -  33 02 04.91121(N)    114 29 13.67380(W) AD(       ) 1
 DW0933  NGVD 29 (07/19/86)  155.5    (m)          510.     (f) VERT ANG    3  
 DW0933
 DW0933.Superseded values are not recommended for survey control.
 DW0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0933.See file dsdata.txt to determine how the superseded data were derived.
 DW0933
 DW0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3460857943(NAD 83)
 DW0933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0933_SETTING: 80 = SET IN A BOULDER
 DW0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0933+STABILITY: SURFACE MOTION
 DW0933
 DW0933  HISTORY     - Date     Condition        Report By
 DW0933  HISTORY     - 1933     MONUMENTED       USGS
 DW0933  HISTORY     - 1935     GOOD             CGS
 DW0933  HISTORY     - 1949     GOOD             CGS
 DW0933  HISTORY     - 1954     GOOD             USGS
 DW0933  HISTORY     - 1957     GOOD             AMS
 DW0933  HISTORY     - 1964     GOOD             CGS
 DW0933  HISTORY     - 1965     GOOD             AMS
 DW0933
 DW0933                          STATION DESCRIPTION
 DW0933
 DW0933'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (EBL)
 DW0933'STATION IS ON THE HIGHEST ONE OF THE LOW HILLS LYING ABOUT 5
 DW0933'MILES SE OF THE MOUTH OF YUMA WASH.  THE HILL IS RED IN COLOR
 DW0933'AND HAS LOW STEEP CLIFFS NEAR THE TOP.
 DW0933'
 DW0933'STATION MARK AND ONE REFERENCE MARK ARE STANDARD BRONZE DISKS
 DW0933'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0933'
 DW0933'REFERENCE MARKS NOS 1 AND 2 ARE U.S.G.S. DISKS WEDGED IN DRILL
 DW0933'HOLES IN OUTCROPPING BEDROCK.
 DW0933'
 DW0933'TO REACH FROM YUMA CITY LIMITS GO S AND E ON U.S. HIGHWAY 80
 DW0933'FOR 7.2 MILES, TURN LEFT OFF OF HIGHWAY ONTO THE QUARTZITE
 DW0933'ROAD AND GO N 1.9 MILES, TURN RIGHT AND GO 8.1 MILES, TAKE LEFT
 DW0933'FORK AND CROSS SUSPENSION BRIDGE, GO 0.9 MILE, TAKE RIGHT FORK
 DW0933'AND GO 4.3 MILES, TAKE RIGHT FORK AND GO 1.3 MILES, TURN LEFT
 DW0933'WHERE SIGN READS PETRIFIED FOREST AND SILVER DISTRICT, GO 0.4
 DW0933'MILE AND CROSS NEW ROAD, GO 2.8 MILES, TAKE RIGHT FORK AND GO
 DW0933'2.3 MILES, CONTINUE STRAIGHT AHEAD ON SILVER DISTRICT ROAD FOR
 DW0933'3.8 MILES, TAKE LEFT FORK, GO 1.8 MILES WHERE SIGN POINTS TO
 DW0933'SILVER DISTRICT (RED CLOUD MINE).  CONTINUE ON THIS ROAD FOR
 DW0933'0.7 MILE, TAKE RIGHT FORK, GO 3.5 MILES, TURN RIGHT AND
 DW0933'FOLLOW TRACKS EASTERLY UP WASH FOR 0.9 MILE, AT THIS POINT
 DW0933'FOLLOW TRACKS UP A HILL ON THE N SIDE OF WASH AND GO 0.4
 DW0933'MILE WHICH IS AS FAR AS TRUCK CAN BE DRIVEN, FROM HERE PACK
 DW0933'N UP DRAW TO HIGHEST POINT AND STATION.
 DW0933
 DW0933                          STATION RECOVERY (1935)
 DW0933
 DW0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0933'STATION IS LOCATED ON THE HIGHEST POINT OF THE LOW RED HILLS
 DW0933'1-1/2 MILES E OF THE COLORADO RIVER, ABOUT 5 MILES N OF THE
 DW0933'CASTLE DOME LANDING AND 21 MILES N OF DOME.
 DW0933'
 DW0933'REACHED FROM THE DOME SUSPENSION BRIDGE AS FOLLOWS--GO NE FROM
 DW0933'THE BRIDGE TAKING THE FIRST RIGHT FORK, 6.8 MILES TO A SIGN
 DW0933'READING PETRIFIED FOREST.  TURN LEFT AND GO 0.4 MILE AND CROSS
 DW0933'A NEW ROAD.  KEEP STRAIGHT AHEAD 2.7 MILES AND TAKE RIGHT FORK,
 DW0933'GO 8.0 MILES AND TAKE RIGHT FORK THEN GO 0.6 MILE, U.S.G.S.
 DW0933'BENCH MARK 22M 1925 (12 YARDS W OF THE ROAD).  GO STRAIGHT AHEAD
 DW0933'1.3 MILES TO A ROAD TURNING TO LEFT.  CONTINUE STRAIGHT AHEAD
 DW0933'ON THE MAIN-TRAVELED ROAD 2.8 MILES AND TURN RIGHT ON HIGH
 DW0933'WATER ROAD.  GO 0.3 MILE AND TAKE RIGHT FORK.  GO 0.5 MILE
 DW0933'AND TAKE LEFT FORK CLIMBING OUT OF THE WASH.  GO 0.5 MILE TO
 DW0933'THE END OF TRUCK TRAVEL.  CONTINUE ON FOOT N AND E AROUND
 DW0933'THE BASE OF THE LOW HILLS FOR ABOUT 1/2 MILE THENCE TO THE
 DW0933'TOP OF THE RIDGE AND THE STATION.  (THE POINT THE STATION
 DW0933'IS ON HAS A LOW CLIFF ON THE W SIDE).
 DW0933
 DW0933                          STATION RECOVERY (1949)
 DW0933
 DW0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0933'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AND AS
 DW0933'DESCRIBED EXCEPT FOR DIFFERENCES IN DISTANCES TO THE REFERENCE
 DW0933'MARKS.  THE CORRECT DISTANCES ARE SHOWN BELOW.  AN AZIMUTH MARK
 DW0933'WAS ESTABLISHED.
 DW0933'
 DW0933'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE NORTH-NORTHEAST OF
 DW0933'YUMA AND 1-1/2 MILES AIR LINE EAST OF THE COLORADO RIVER ON THE
 DW0933'HIGHEST POINT OF A RED ROCK BLUFF, THE HIGHEST OF MANY BLUFFS
 DW0933'AND PEAKS IN THE VICINITY.  IT IS ABOUT 0.4 MILE NORTH OF A
 DW0933'LOW BUT VERY PROMINENT ROCK PROTRUSION.  THE STATION MARK IS A
 DW0933'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN BEDROCK.  IT PROJECTS
 DW0933'4 INCHES AND IS STAMPED, RED.
 DW0933'
 DW0933'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DW0933'SET IN BEDROCK ON THE SOUTHWEST EDGE OF THE BLUFF.  IT IS ABOUT
 DW0933'18 INCHES LOWER THAN THE STATION MARK AND IS STAMPED, NO 1 RED
 DW0933'M 1933.
 DW0933'
 DW0933'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DW0933'SET IN BEDROCK ON THE WEST EDGE OF BLUFF.  IT IS ABOUT 30 INCHES
 DW0933'LOWER THAN THE STATION MARK AND IS STAMPED, NO 2 RED M 1933.
 DW0933'
 DW0933'REFERENCE MARK NO. 3 IS SET ABOUT
 DW0933'12 FEET LOWER THAN THE STATION MARK AND IS STAMPED, RED 1934.
 DW0933'
 DW0933'THE AZIMUTH MARK IS SET FLUSH ON
 DW0933'TOP OF A SMALL ROCKY RIDGE 100 YARDS SOUTHWEST OF THE JUNCTION
 DW0933'OF TWO WASHES.  IT IS 3 FEET NORTH OF A WHITE WITNESS POST AND
 DW0933'IS STAMPED, RED 1949.
 DW0933'
 DW0933'TO REACH THE STATION FROM COUNTY WELL WHICH IS ON STATE HIGHWAY
 DW0933'95 ABOUT 27 MILES NORTHERLY FROM YUMGO SOUTHERLY 0.25 MILE
 DW0933'TO A ROAD RIGHT.  TURN RIGHT, FOLLOW MAIN ROAD AS PER SIGNS,
 DW0933'MARTINEZ LAKE, 10.8 MILES TO A ROAD LEFT.  CONTINUE STRAIGHT
 DW0933'AHEAD, NORTH, ON MAIN ROAD 5.05 MILES TO A LARGE WASH JUST
 DW0933'BEFORE REACHING SEVERAL LARGE WHITE ROCKS.  TURN RIGHT, FOLLOW
 DW0933'UP WASH 0.5 MILE TO JUNCTION OF TWO WASHES AND END OF TRUCK
 DW0933'TRAVEL.  THE AZIMUTH MARK IS 100 YARDS SOUTHWEST OF HERE.
 DW0933'FROM END OF TRUCK TRAVEL, WALK UP THE WASH ON LEFT ABOUT 0.8 MILE,
 DW0933'THEN CLIMB THE STEEP SLOPE TO THE RIGHT, TO HIGHEST PART OF
 DW0933'BLUFF AND STATION.  A 45-MINUTE PACK.
 DW0933
 DW0933                          STATION RECOVERY (1954)
 DW0933
 DW0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0933'RECOVERED IN GOOD CONDITION.
 DW0933
 DW0933                          STATION RECOVERY (1957)
 DW0933
 DW0933'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DW0933'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 DW0933'STATION IS ON THE HIGHEST POINT OF THE PEAK, 4 FEET N OF DROP-OFF.
 DW0933'5 FEET SE OF SHARP DROP-OFF.  4 FEET E OF SHARP DROP-OFF.
 DW0933'90 FEET SW OF OUTCROPPING OF ROCK.
 DW0933
 DW0933                          STATION RECOVERY (1964)
 DW0933
 DW0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0933'STATION MARK, REFERENCE MARKS 1, 2, 3 AND THE AZIMUTH MARK WERE
 DW0933'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DISTANCES AND
 DW0933'DIRECTIONS TO ALL MARKS CHECKED.  THE OLD ROUTE TO THE STATION
 DW0933'IS OBSELETE.  FOLLOWING IS A NEW ROUTE--
 DW0933'
 DW0933'TO REACH THE STATION FROM THE FISHERS LANDING STORE AT THE
 DW0933'MARTINEZ LAKE RECREATION AREA WHICH IS ABOUT 58 MILES SOUTH
 DW0933'OF QUARTZSITE AND 11 MILES WEST OF U.S. HIGHWAY 95, GO EAST ON
 DW0933'A PAVED ROAD FOR 0.35 MILE TO A DIRT SIDE ROAD LEFT AND SIGN ON
 DW0933'THE LEFT MARINE CORP REC AREA-BOY SCOUT CAMP.  TURN LEFT AND
 DW0933'GO NORTH ON THE DIRT ROAD FOR 0.3 MILE TO A CROSSROAD.  CONTINUE
 DW0933'AHEAD ON THE DIRT ROAD FOR 1.9 MILES TO A SIDE ROAD RIGHT.
 DW0933'TURN RIGHT AS PER SIGN BOY SCOUT CAMP AND CONTINUE NORTHERLY ON
 DW0933'THE DIRT ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT.
 DW0933'CONTINUE AHEAD ON THE MAIN ROAD FOR 2.1 MILES TO A LARGE
 DW0933'WASH AND A TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST
 DW0933'ON A DIM TRACK ROAD UP THE WASH FOR 0.15 MILE TO A WIRE
 DW0933'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHEAST ON THE
 DW0933'TRACK ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 DW0933'AT A POINT WHERE THE TRACK ROAD TURNS SHARP TO THE
 DW0933'RIGHT.  CONTINUE NORTHERLY ON THE ROAD FOR 0.2 MILE TO THE
 DW0933'END OF TRUCK TRAVEL AT A FORK IN THE WASH.  PACK EAST (RIGHT
 DW0933'WASH) FOR ABOUT 0.15 MILE THEN BEAR RIGHT TO THE CREST OF
 DW0933'A LOW RIDGE THEN CONTINUE EAST ALONG THE CREST OF THE RIDGE
 DW0933'FOR ABOUT 0.3 MILE TO THE HIGHEST POINT OF A SHARP POINTED
 DW0933'HILL AND THE STATION.  A 30 MINUTE PACK.  A FOUR WHEEL DRIVE
 DW0933'VEHICLE IS REQUIRED TO DRIVE THE LAST 0.65 MILE DUE TO THE ROAD
 DW0933'BEING VERY SANDY AND SOFT.
 DW0933
 DW0933                          STATION RECOVERY (1965)
 DW0933
 DW0933'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0933'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0839 ***********************************************************************
 FR0839  DESIGNATION -  RED
 FR0839  PID         -  FR0839
 FR0839  STATE/COUNTY-  AZ/COCONINO
 FR0839  USGS QUAD   -  RED BUTTE (1979)
 FR0839
 FR0839                         *CURRENT SURVEY CONTROL
 FR0839  ___________________________________________________________________
 FR0839* NAD 83(1992)-  35 49 13.74875(N)    112 05 22.67780(W)     ADJUSTED  
 FR0839* NAVD 88     -      2233.8    (meters)    7329.     (feet)  VERTCON   
 FR0839  ___________________________________________________________________
 FR0839  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 FR0839  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FR0839  HORZ ORDER  -  FIRST
 FR0839
 FR0839.The horizontal coordinates were established by classical geodetic methods
 FR0839.and adjusted by the National Geodetic Survey in August 1993.
 FR0839
 FR0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0839
 FR0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0839
 FR0839.The geoid height was determined by GEOID03.
 FR0839
 FR0839;                    North         East     Units Scale Factor Converg.
 FR0839;SPC AZ C     -   534,610.266   197,731.031   MT  0.99990301   -0 06 04.4
 FR0839;SPC AZ C     - 1,753,970.69    648,723.85   iFT  0.99990301   -0 06 04.4
 FR0839;UTM  12      - 3,964,585.803   401,570.023   MT  0.99971938   -0 38 15.9
 FR0839
 FR0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0839!SPC AZ C     -   0.99965313  x   0.99990301  =   0.99955617
 FR0839!UTM  12      -   0.99965313  x   0.99971938  =   0.99937261
 FR0839
 FR0839|---------------------------------------------------------------------|
 FR0839| PID    Reference Object                     Distance      Geod. Az  |
 FR0839|                                                           dddmmss.s |
 FR0839| CH3159 RED RM 1                             13.582 METERS 04337     |
 FR0839| FQ0709 EBERT                               APPROX.25.5 KM 1522120.3 |
 FR0839| FQ0674 KENDRICK PEAK                       APPROX.50.6 KM 1543818.1 |
 FR0839| CH3158 RED RM                               14.060 METERS 16115     |
 FR0839| FR0861 MOUNT SITGRAVES                     APPROX.53.5 KM 1715126.6 |
 FR0839| FR0838 RED BUTTE                            17.409 METERS 23517     |
 FR0839| CH3160 RED RM 2                             10.738 METERS 29752     |
 FR0839|---------------------------------------------------------------------|
 FR0839
 FR0839                          SUPERSEDED SURVEY CONTROL
 FR0839
 FR0839  NAD 83(1986)-  35 49 13.74584(N)    112 05 22.67540(W) AD(       ) 1
 FR0839  NAD 27      -  35 49 13.78900(N)    112 05 20.08000(W) AD(       ) 1
 FR0839  NGVD 29 (05/08/89) 2232.9    (m)         7326.     (f) VERT ANG    3  
 FR0839
 FR0839.Superseded values are not recommended for survey control.
 FR0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0839.See file dsdata.txt to determine how the superseded data were derived.
 FR0839
 FR0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0157064586(NAD 83)
 FR0839_MARKER: DS = TRIANGULATION STATION DISK
 FR0839_SETTING: 80 = SET IN A BOULDER
 FR0839_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0839
 FR0839  HISTORY     - Date     Condition        Report By
 FR0839  HISTORY     - 1920     MONUMENTED       CGS
 FR0839  HISTORY     - 1934     GOOD             CGS
 FR0839  HISTORY     - 1955     GOOD             CGS
 FR0839  HISTORY     - 1956     GOOD             USGS
 FR0839  HISTORY     - 1968     GOOD             CGS
 FR0839  HISTORY     - 1976     GOOD             NGS
 FR0839
 FR0839                          STATION DESCRIPTION
 FR0839
 FR0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FR0839'STATION IS ON THE TOP OF RED BUTTE, AN ISOLATED AND PROMINENT HILL
 FR0839'ABOUT 12 MI. E OF ANITA, A STATION ON THE GRAND CANYON
 FR0839'RAILWAY.  THE FOOT OF THE HILL CAN BE REACHED BY TRUCK.
 FR0839'
 FR0839'TO REACH, LEAVE THE WILLIAMS-GRAND CANYON ROAD AT ANITA AND
 FR0839'FOLLOW THE ONLY ROAD UNTIL AT A POINT ABOUT SW OF THE HILL
 FR0839'WHERE AN OLD DIM ROAD MAY BE FOUND WHICH CAN BE FOLLOWED TO
 FR0839'THE FOOT OF THE BUTTE ON THE W SIDE.
 FR0839'
 FR0839'SURFACE AND REFERENCE MARKS SET AS DESCRIBED.
 FR0839'THERE IS NO UNDERGROUND MARK.
 FR0839
 FR0839                          STATION RECOVERY (1934)
 FR0839
 FR0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FR0839'STATION IS ON THE TOP OF RED BUTTE, AN ISOLATED AND PROMINENT
 FR0839'BUTTE ABOUT 12 MI. E OF ANITA, A STATION ON THE GRAND CANYON
 FR0839'RAILROAD, 17 MI. S OF GRAND CANYON VILLAGE, AND 2 MI. E OF THE
 FR0839'GRAND CANYON-WILLIAMS HIGHWAY.  THE OLD STATION WAS FOUND
 FR0839'IN GOOD CONDITION.  THE NEW REFERENCE MARKS WERE ESTABLISHED.
 FR0839'
 FR0839'REACHED FROM GRAND CANYON, BY GOING S ON THE GRAND
 FR0839'CANYON-WILLIAMS HIGHWAY 16 MI., TURN LEFT ON THE ROAD LEADING
 FR0839'TO THE GRAND CANYON AIRWAYS AIRPORT AND FOLLOW 2 MI. TO
 FR0839'THE AIRPORT, TURN RIGHT ON THE OLD FLAGSTAFF ROAD AND GO
 FR0839'1.5 MI., TURN RIGHT OFF THE ROAD TOWARDS THE BUTTE AND GO 0.4
 FR0839'MI. TO THE END OF TRUCK TRAVEL.  ASCEND TO THE HIGHEST POINT
 FR0839'AND STATION.
 FR0839
 FR0839                          STATION RECOVERY (1955)
 FR0839
 FR0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0839'THE STATION, TWO REFERENCE MARKS, AND THE U.S.G.S. MARK
 FR0839'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.
 FR0839'REFERENCE MARK 1920 HAS BEEN REMOVED FROM THE DRILL HOLE.
 FR0839'THE 1934 DESCRIPTION IS ADEQUATE.
 FR0839
 FR0839                          STATION RECOVERY (1956)
 FR0839
 FR0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FR0839'RECOVERED IN GOOD CONDITION EXCEPT ONE RM HAS BEEN REMOVED, BUT
 FR0839'POSITION OF ORIGINAL DRILL HOLE IS INTACT AND CAN STILL BE USED.
 FR0839'
 FR0839'NOTE--STATION RED BUTTE USGS IS 57.12 FT SW. OF STATION.
 FR0839
 FR0839                          STATION RECOVERY (1968)
 FR0839
 FR0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 FR0839'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FR0839'CONDITION.  R.M. 2 AND R.M. 1920 WERE ALSO RECOVERED.  USGS
 FR0839'STATIO RED BUTTE WAS RECOVERED IN GOOD CONDITION.
 FR0839'
 FR0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 FR0839'SOUTHSOUTHEAST OF TUSAYAN.
 FR0839
 FR0839                          STATION RECOVERY (1976)
 FR0839
 FR0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FR0839'THE STATION, TWO REFERENCE MARKS, AND THE U. S. G. S. MARK WERE
 FR0839'RECOVERED IN GOOD CONDITION.  THE ANGLE AND DISTANCE TO USGS MARK
 FR0839'CHECKED WITHIN 20 INCHES AND 0.361 M., RM 2 CHECKED WITHIN 28
 FR0839'INCHES AND 0.007 M., AND RM 1 CHECKED WITHIN 34 INCHES AND 0.01 M.
 FR0839'
 FR0839'A NEW TO REACH DESCRIPTION FOLLOWS--
 FR0839'
 FR0839'FROM THE INTERSECTION OF U. S. HWY. 66 AND STATE HIGHWAY 64, 2 MILES
 FR0839'EAST OF WILLIAMS, GO NORTH ON STATE HIGHWAY 66 TO MILE POST 224 AND
 FR0839'A JUNCTION WITH FOREST SERVICE RD. NO. 320.  TAKE ROAD EAST FOR 1.4
 FR0839'MILES TO INTERSECTION OF FOREST SERVICE RD. NO. 340, GO NORTH FOR
 FR0839'0.6 MILE TO A ROAD FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO
 FR0839'ANOTHER FORK, TAKE RIGHT FORK FOR 0.5 MILE TO END OF TRUCK TRAVEL.
 FR0839'FOLLOW HORSE TRAIL TO TOP OF MOUNTAIN AND STATION.  APPROXIMATELY
 FR0839'45 MIN.  PACK.
 FR0839'
 FR0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--39.5 MILES
 FR0839'NORTH-NORTHWEST WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0387 ***********************************************************************
 GQ0387  DESIGNATION -  RED
 GQ0387  PID         -  GQ0387
 GQ0387  STATE/COUNTY-  AZ/MOHAVE
 GQ0387  USGS QUAD   -  TINCANEBITTS POINT (1971)
 GQ0387
 GQ0387                         *CURRENT SURVEY CONTROL
 GQ0387  ___________________________________________________________________
 GQ0387* NAD 83(1992)-  36 02 46.98832(N)    113 38 46.88392(W)     ADJUSTED  
 GQ0387* NAVD 88     -      1843.6    (meters)    6049.     (feet)  VERTCON   
 GQ0387  ___________________________________________________________________
 GQ0387  LAPLACE CORR-           9.41  (seconds)                    DEFLEC99
 GQ0387  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 GQ0387  HORZ ORDER  -  THIRD
 GQ0387
 GQ0387.The horizontal coordinates were established by classical geodetic methods
 GQ0387.and adjusted by the National Geodetic Survey in August 1993.
 GQ0387
 GQ0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0387
 GQ0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0387
 GQ0387.The geoid height was determined by GEOID03.
 GQ0387
 GQ0387;                    North         East     Units Scale Factor Converg.
 GQ0387;SPC AZ W     -   559,682.928   222,698.771   MT  0.99993441   +0 03 39.6
 GQ0387;SPC AZ W     - 1,836,230.08    730,639.01   iFT  0.99993441   +0 03 39.6
 GQ0387;UTM  12      - 3,992,334.307   261,603.634   MT  1.00030033   -1 33 28.6
 GQ0387
 GQ0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0387!SPC AZ W     -   0.99971471  x   0.99993441  =   0.99964914
 GQ0387!UTM  12      -   0.99971471  x   1.00030033  =   1.00001496
 GQ0387
 GQ0387:                Primary Azimuth Mark                     Grid Az
 GQ0387:SPC AZ W     -  RED AZ MK                                075 40 34.9
 GQ0387:UTM  12      -  RED AZ MK                                077 17 43.1
 GQ0387
 GQ0387|---------------------------------------------------------------------|
 GQ0387| PID    Reference Object                     Distance      Geod. Az  |
 GQ0387|                                                           dddmmss.s |
 GQ0387| CH3161 RED AZ MK                                          0754414.5 |
 GQ0387| CH3162 RED RM 1                             12.548 METERS 10549     |
 GQ0387| CH3163 RED RM 2                             12.083 METERS 19802     |
 GQ0387|---------------------------------------------------------------------|
 GQ0387
 GQ0387                          SUPERSEDED SURVEY CONTROL
 GQ0387
 GQ0387  NAD 83(1986)-  36 02 46.98139(N)    113 38 46.88198(W) AD(       ) 3
 GQ0387  NAD 27      -  36 02 47.03400(N)    113 38 44.09300(W) AD(       ) 3
 GQ0387  NGVD 29 (07/19/86) 1842.7    (m)         6046.     (f) VERT ANG    3  
 GQ0387
 GQ0387.Superseded values are not recommended for survey control.
 GQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0387.See file dsdata.txt to determine how the superseded data were derived.
 GQ0387
 GQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE6160492334(NAD 83)
 GQ0387_MARKER: DS = TRIANGULATION STATION DISK
 GQ0387_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0387_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0387
 GQ0387  HISTORY     - Date     Condition        Report By
 GQ0387  HISTORY     - 1953     MONUMENTED       CGS
 GQ0387  HISTORY     - 1955     GOOD             CGS
 GQ0387
 GQ0387                          STATION DESCRIPTION
 GQ0387
 GQ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0387'THE STATION IS LOCATED ON A SHARP POINT OF A HIGH MESA WHICH
 GQ0387'JUTS OUT INTO THE GRAND CANYON TO THE SOUTH AND A DEEP CANYON
 GQ0387'TO THE WEST.  IT IS ABOUT 19 MILES, AIRLINE, EAST-SOUTHEAST OF
 GQ0387'PIERCE FERRY, 12 MILES SOUTHEAST OF SNAP POINT, 8 MILES
 GQ0387'SOUTHWEST OF DELLENBAUGH MOUNTAIN AND 8 MILES NORTHEAST OF
 GQ0387'THE COLORADO RIVER.
 GQ0387'
 GQ0387'TO REACH FROM THE ST. GEORGE POST OFFICE GO EAST FOR 0.7 MILE
 GQ0387'TO THE NORTHEAST CORNER OF THE CEMETERY.  TURN RIGHT AND GO SOUTH
 GQ0387'AND EAST ON A PAVED ROAD FOR 2.1 MILES TO A FORK AT THE SOUTH
 GQ0387'END OF A BRIDGE.  KEEP RIGHT FOR 1.4 MILES TO A FORK AND SIGN
 GQ0387'CAA - AIRPORT.  KEEP RIGHT AND GO SOUTH FOR 1.4 MILES TO A
 GQ0387'FORK.  KEEP LEFT AND FOLLOW THE MAIN TRAVELED ROAD SOUTH
 GQ0387'FOR 23.1 MILES TO WOLF HOLE, A CABIN AND CORRALS ON THE
 GQ0387'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK.  KEEP
 GQ0387'LEFT ON THE MAIN ROAD FOR 2.6 MILES TO A FORK.  HERE KEEP
 GQ0387'LEFT AND FOLLOW THE MAIN ROAD IN A SOUTHEASTERLY DIRECTION
 GQ0387'FOR 15.3 MILES TO AN OLD STONE CHIMNEY AND CORRALS ON THE
 GQ0387'RIGHT.  CONTINUE FOR 0.25 MILE TO A FORK.  KEEP RIGHT
 GQ0387'FOR 2.3 MILES TO A FORK.  KEEP RIGHT FOR 4.6 MILES TO A
 GQ0387'FORK.  KEEP RIGHT AND FOLLOW THE MAIN ROAD WEST AND SOUTH
 GQ0387'FOR 10.6 MILES TO A FORK.  KEEP RIGHT ON THE MAIN ROAD
 GQ0387'WEST-SOUTHWEST FOR 10.6 MILES TO A GATE.  PASS THROUGH GATE
 GQ0387'AND GO 1.5 MILES TO A FORK.  KEEP RIGHT AND GO 0.75 MILE TO A
 GQ0387'GATE.  PASS THROUGH AND CONTINUE ON SOUTH FOR 6.3 MILES TO A
 GQ0387'POLE GATE.  PASS THROUGH AND GO 0.4 MILE TO A FORK.  KEEP
 GQ0387'RIGHT FOR 0.3 MILES TO A BOARD GATE.  PASS THROUGH THE
 GQ0387'GATE AND CONTINUE 0.35 MILE TO A FORK AND RANCH BUILDINGS
 GQ0387'ON THE LEFT.  KEEP RIGHT FOR 0.15 MILE TO A GATE.  CONTINUE ON
 GQ0387'SOUTH FOR 0.5 MILES TO A FORK.  KEEP RIGHT FOR 0.6 MILES
 GQ0387'TO A GATE.  PASS THROUGH AND GO 50 YARDS TO A FORK AT A
 GQ0387'TRIANGLE BLAZE ON A PINE TREE ON THE LEFT.  TURN AND GO
 GQ0387'WEST ACROSS A WASH FOR 0.1 MILE TO A RESERVOIR AND A DIM
 GQ0387'ROAD ON THE WEST SIDE.  TURN LEFT ON THE DIM ROAD AND GO SOUTH FOR
 GQ0387'7.45 MILES TO A TRIANGLE BLAZE ON AN 18 INCH CEDAR TREE ON
 GQ0387'THE LEFT WITH AN ARROW POINTING TOWARD THE STATION.  TURN RIGHT
 GQ0387'AND PICK YOUR WAY THROUGH THE TREES FOR 0.3 MILE TO THE RIM
 GQ0387'OF THE MESA AND THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS
 GQ0387'LOCATED AT OR NEAR THIS POINT.  FROM HERE PACK WEST ALONG
 GQ0387'THE RIM, CROSSING A DEEP WASH, AND THEN UP TO A HIGHER POINT
 GQ0387'AND THE STATION.
 GQ0387'
 GQ0387'THE STATION IS A STANDARD DISK STAMPED RED 1953.  IT IS CEMENTED
 GQ0387'IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 4 INCHES AND IS
 GQ0387'40 FEET NORTH OF THE POINT OF THE MESA.
 GQ0387'
 GQ0387'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RED NO 1 1953.
 GQ0387'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH AND
 GQ0387'IS 18 FEET WEST OF THE EAST EDGE OF THE RIM AND 2 FEET LOWER
 GQ0387'THAN THE STATION ELEVATION.
 GQ0387'
 GQ0387'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RED NO 2 1953.
 GQ0387'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH AND IS
 GQ0387'15 FEET NORTH OF THE MESA RIM.
 GQ0387'
 GQ0387'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RED 1953.  IT IS
 GQ0387'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS
 GQ0387'ABOUT 0.25 MILE EAST OF A DEEP WASH THAT HAS TO BE CROSSED
 GQ0387'ON THE WAY TO THE STATION, 20 FEET EAST OF THE MESA RIM AND 7
 GQ0387'FEET WEST OF A WHITE WITNESS POST.
 GQ0387'
 GQ0387'A FOUR WHEEL DRIVE TRUCK CAN GO TO THE STATION BY DRIVING AROUND
 GQ0387'THE DEEP WASH, BUT IS SLOW AND HARD AVOIDING TREES AND ROCKS.
 GQ0387
 GQ0387                          STATION RECOVERY (1955)
 GQ0387
 GQ0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 GQ0387'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 GQ0387'AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1202 ***********************************************************************
 CY1202  DESIGNATION -  RED
 CY1202  PID         -  CY1202
 CY1202  STATE/COUNTY-  AZ/COCHISE
 CY1202  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1202
 CY1202                         *CURRENT SURVEY CONTROL
 CY1202  ___________________________________________________________________
 CY1202* NAD 83(1992)-  32 21 15.30289(N)    109 50 09.27983(W)     ADJUSTED  
 CY1202* NAVD 88     -      1540.8    (meters)    5055.     (feet)  VERTCON   
 CY1202  ___________________________________________________________________
 CY1202  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CY1202  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CY1202  HORZ ORDER  -  FIRST
 CY1202
 CY1202.The horizontal coordinates were established by classical geodetic methods
 CY1202.and adjusted by the National Geodetic Survey in August 1993.
 CY1202
 CY1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1202
 CY1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1202
 CY1202.The geoid height was determined by GEOID03.
 CY1202
 CY1202;                    North         East     Units Scale Factor Converg.
 CY1202;SPC AZ E     -   150,194.022   244,490.333   MT  0.99991195   +0 10 37.2
 CY1202;SPC AZ E     -   492,762.54    802,133.64   iFT  0.99991195   +0 10 37.2
 CY1202;UTM  12      - 3,580,298.336   609,532.809   MT  0.99974795   +0 37 22.9
 CY1202
 CY1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1202!SPC AZ E     -   0.99976237  x   0.99991195  =   0.99967434
 CY1202!UTM  12      -   0.99976237  x   0.99974795  =   0.99951038
 CY1202
 CY1202|---------------------------------------------------------------------|
 CY1202| PID    Reference Object                     Distance      Geod. Az  |
 CY1202|                                                           dddmmss.s |
 CY1202| CC8088 RED RM 2                              9.971 METERS 09050     |
 CY1202| CY1206 RASO BLACK WATER TANK               APPROX. 8.0 KM 1011055.8 |
 CY1202| CY1200 WILLCOX RAILROAD WATER TANK         APPROX.11.4 KM 1772322.1 |
 CY1202| CC8087 RED RM 1                              6.814 METERS 19817     |
 CY1202| CC8086 RED AZ MK                                          2320717.4 |
 CY1202|---------------------------------------------------------------------|
 CY1202
 CY1202                          SUPERSEDED SURVEY CONTROL
 CY1202
 CY1202  NAD 83(1986)-  32 21 15.29778(N)    109 50 09.27679(W) AD(       ) 1
 CY1202  NAD 27      -  32 21 15.04100(N)    109 50 07.03200(W) AD(       ) 1
 CY1202  NGVD 29 (07/19/86) 1540.0    (m)         5052.     (f) VERT ANG    3  
 CY1202
 CY1202.Superseded values are not recommended for survey control.
 CY1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1202.See file dsdata.txt to determine how the superseded data were derived.
 CY1202
 CY1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0953380298(NAD 83)
 CY1202_MARKER: DD = SURVEY DISK
 CY1202_SETTING: 66 = SET IN ROCK OUTCROP
 CY1202
 CY1202  HISTORY     - Date     Condition        Report By
 CY1202  HISTORY     - 1945     MONUMENTED       USGS
 CY1202  HISTORY     - 1946     GOOD             CGS
 CY1202
 CY1202                          STATION DESCRIPTION
 CY1202
 CY1202'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1202'STATION IS LOCATED ABOUT 7 MILES, AIRLINE, N OF WILLCOX, ON
 CY1202'THE HIGHEST POINT OF A SMALL GROUP OF ISOLATED HILLS KNOWN
 CY1202'AS THE CIRCLE I HILLS.
 CY1202'
 CY1202'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX
 CY1202'(AT THE JUNCTION OF U.S. HIGHWAY 666 AND MALEY STREET), GO
 CY1202'S ON HIGHWAY 666 FOR 0.1 MILE TO THE TEXACO SERVICE STATION.
 CY1202'HERE TURN RIGHT AND GO 0.25 MILE.  THEN JOG LEFT 50 YARDS AND
 CY1202'THEN TURN RIGHT GOING 0.2 MILE TO A CROSS ROAD.  TURN RIGHT
 CY1202'AND GO N FOR 1.0 MILE ON THE MACADAM ROAD.  CONTINUE STRAIGHT
 CY1202'AHEAD (N) WHERE THE MACADAM ROAD TURNS TO THE LEFT.  GO 4.95
 CY1202'MILES TO WHERE THE MAIN ROAD TURNS TO THE LEFT AND ANOTHER
 CY1202'ROAD CONTINUES STRAIGHT AHEAD ACROSS A CATTLE GUARD.
 CY1202'CONTINUE STRAIGHT AHEAD FOR 0.65 MILE.  AT THIS POINT THE
 CY1202'AZIMUTH MARK IS ABOUT 250 YARDS E OF THE ROAD.  CONTINUE ON
 CY1202'THE ROAD FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 CY1202'GO 0.3 MILE.  HERE TURN TO THE RIGHT DRIVING TO THE END OF
 CY1202'TRUCK TRAVEL AT THE BASE OF THE HILL.  FROM HERE CLIMB TO
 CY1202'THE HIGHEST POINT AND STATION, A PACK OF ABOUT 1/2 HOUR.
 CY1202'
 CY1202'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE-LIKE
 CY1202'HILL.  IT IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 CY1202'STAMPED RED 1940, AND SET IN A DRILL HOLE IN OUTCROPPING
 CY1202'BEDROCK.
 CY1202'
 CY1202'REFERENCE MARK 1 IS S OF THE STATION AND ABOUT 3 FEET LOWER.
 CY1202'IT IS MARKED BY A U.S. GEOLOGICAL SURVEY REFERENCE-MARK DISK,
 CY1202'STAMPED NO 1 RED, AND SET IN A DRILL HOLE IN OUTCROPPING
 CY1202'BEDROCK.
 CY1202'
 CY1202'REFERENCE MARK 2 IS E OF THE STATION AND ABOUT 1 FOOT LOWER.
 CY1202'IT IS MARKED BY A U.S. GEOLOGICAL SURVEY REFERENCE-MARK DISK,
 CY1202'STAMPED RED NO 2, AND SET IN A DRILL HOLE IN OUTCROPPING
 CY1202'BEDROCK.
 CY1202'
 CY1202'THE AZIMUTH MARK IS ABOUT 1/2 MILE SW OF THE STATION AND 19
 CY1202'FEET NE OF A 4-INCH SQUARE WHITE WITNESS POST.  IT IS LOCATED
 CY1202'ON A LOW ROCKY KNOB OF A RIDGE WHICH SLOPES FROM THE HIGHER
 CY1202'HILL TO THE E DOWN TOWARD THE ROAD MENTIONED ABOVE.  IT IS
 CY1202'MARKED BY A BRONZE AZIMUTH DISK, STAMPED RED USGS 1945, AND
 CY1202'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 5 FEET.
 CY1202
 CY1202                          STATION RECOVERY (1946)
 CY1202
 CY1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1202'THE 1945 DESCRIPTION OF THIS STATION, ALL MARKS, AND DIRECTIONS
 CY1202'FOR REACHING IT, ARE CONSIDERED ADEQUATE, WITH THE EXCEPTION
 CY1202'THAT REFERENCE MARK 1 IS LOCATED SSW OF THE STATION INSTEAD
 CY1202'OF S.  ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 CY1202'DISTANCES TO THE REFERENCE MARKS CHECKED THE OLD MEASUREMENTS
 CY1202'WITHIN REASONABLE LIMITS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1058 ***********************************************************************
 ES1058  DESIGNATION -  RED
 ES1058  PID         -  ES1058
 ES1058  STATE/COUNTY-  AZ/NAVAJO
 ES1058  USGS QUAD   -  JOSEPH CITY (1986)
 ES1058
 ES1058                         *CURRENT SURVEY CONTROL
 ES1058  ___________________________________________________________________
 ES1058* NAD 83(1992)-  34 53 52.11170(N)    110 22 04.87304(W)     ADJUSTED  
 ES1058* NAVD 88     -      1580.     (meters)    5184.     (feet)  SCALED    
 ES1058  ___________________________________________________________________
 ES1058  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 ES1058  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ES1058  HORZ ORDER  -  SECOND
 ES1058
 ES1058.The horizontal coordinates were established by classical geodetic methods
 ES1058.and adjusted by the National Geodetic Survey in August 1993.
 ES1058
 ES1058.The orthometric height was scaled from a topographic map.
 ES1058
 ES1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1058
 ES1058.The geoid height was determined by GEOID03.
 ES1058
 ES1058;                    North         East     Units Scale Factor Converg.
 ES1058;SPC AZ E     -   432,256.795   194,957.800   MT  0.99990417   -0 06 54.7
 ES1058;SPC AZ E     - 1,418,165.34    639,625.33   iFT  0.99990417   -0 06 54.7
 ES1058;UTM  12      - 3,861,892.737   557,741.207   MT  0.99964109   +0 21 41.7
 ES1058
 ES1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1058!SPC AZ E     -   0.99975589  x   0.99990417  =   0.99966009
 ES1058!UTM  12      -   0.99975589  x   0.99964109  =   0.99939707
 ES1058
 ES1058|---------------------------------------------------------------------|
 ES1058| PID    Reference Object                     Distance      Geod. Az  |
 ES1058|                                                           dddmmss.s |
 ES1058| CD2565 RED RM 1                             11.442 METERS 01427     |
 ES1058| ES1059 SLAB                                APPROX. 4.3 KM 0955913.6 |
 ES1058| CD2566 RED RM 2                             10.064 METERS 12940     |
 ES1058|---------------------------------------------------------------------|
 ES1058
 ES1058                          SUPERSEDED SURVEY CONTROL
 ES1058
 ES1058  NAD 83(1986)-  34 53 52.10558(N)    110 22 04.87584(W) AD(       ) 2
 ES1058  NAD 27      -  34 53 52.01030(N)    110 22 02.42520(W) AD(       ) 2
 ES1058
 ES1058.Superseded values are not recommended for survey control.
 ES1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1058.See file dsdata.txt to determine how the superseded data were derived.
 ES1058
 ES1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5774161893(NAD 83)
 ES1058_MARKER: DS = TRIANGULATION STATION DISK
 ES1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1058
 ES1058  HISTORY     - Date     Condition        Report By
 ES1058  HISTORY     - 1959     MONUMENTED       CGS
 ES1058
 ES1058                          STATION DESCRIPTION
 ES1058
 ES1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1058'THE STATION IS ON A LOW SAND AND ROCK COVERED HILL, THE HIGHEST
 ES1058'IN THE NEAR VICINITY, ABOUT 5 MILES SOUTHEAST OF APACHE
 ES1058'BUTTE, 4.5 MILES SOUTHEAST OF JOSEPH CITY, AND 0.4 MILE NORTH
 ES1058'OF AN UN-NAMED GRADED ROAD.
 ES1058'
 ES1058'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE POST
 ES1058'OFFICE IN JOSEPH CITY, GO SOUTH AND EAST ON THE GRADED ROAD
 ES1058'FOR 1.0 MILE TO THE RAILROAD TRACKS.  CROSS THE TRACKS AND
 ES1058'CONTINUE SOUTH ON THE GRADED ROAD FOR 3.6 MILES TO A
 ES1058'CROSSROAD, TURN RIGHT, AND GO WEST 2.0 MILES TO A STOCK GUARD.
 ES1058'TURN RIGHT, NORTH, OFF THE ROAD, AND GO THROUGH A GATE INTO
 ES1058'PASTURE LAND, THEN LEFT, NORTHWEST, ACROSS COUNTRY, TO THE
 ES1058'HIGHEST POINT AND THE STATION.
 ES1058'
 ES1058'THE STATION IS A STANDARD DISK STAMPED RED 1959, SET IN A
 ES1058'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES,
 ES1058'AND IS 5.9 FEET NORTHEAST OF A WITNESS POST.
 ES1058'
 ES1058'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RED NO 1 1959,
 ES1058'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 ES1058'INCHES, AND IS 43.1 FEET NORTHEAST OF THE WITNESS POST.
 ES1058'
 ES1058'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RED NO 2 1959,
 ES1058'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 ES1058'INCHES AND IS 31.4 FEET SOUTHEAST OF THE WITNESS POST.
 ES1058'
 ES1058'TRIANGULATION STATION SLAB CAN BE USED FOR AN AZIMUTH MARK.
 ES1058'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2001 ***********************************************************************
 DV2001  DESIGNATION -  RED
 DV2001  PID         -  DV2001
 DV2001  STATE/COUNTY-  AZ/MARICOPA
 DV2001  USGS QUAD   -  NEW RIVER (1981)
 DV2001
 DV2001                         *CURRENT SURVEY CONTROL
 DV2001  ___________________________________________________________________
 DV2001* NAD 83(1992)-  33 52 45.71035(N)    112 10 46.58711(W)     ADJUSTED  
 DV2001* NAVD 88     -       573.3    (meters)    1881.     (feet)  VERTCON   
 DV2001  ___________________________________________________________________
 DV2001  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 DV2001  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DV2001  HORZ ORDER  -  SECOND
 DV2001
 DV2001.The horizontal coordinates were established by classical geodetic methods
 DV2001.and adjusted by the National Geodetic Survey in August 1993.
 DV2001
 DV2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2001
 DV2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2001
 DV2001.The geoid height was determined by GEOID03.
 DV2001
 DV2001;                    North         East     Units Scale Factor Converg.
 DV2001;SPC AZ C     -   319,305.198   189,036.379   MT  0.99990729   -0 08 47.7
 DV2001;SPC AZ C     - 1,047,589.23    620,198.09   iFT  0.99990729   -0 08 47.7
 DV2001;UTM  12      - 3,749,406.283   390,909.110   MT  0.99974671   -0 39 27.5
 DV2001
 DV2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2001!SPC AZ C     -   0.99991456  x   0.99990729  =   0.99982186
 DV2001!UTM  12      -   0.99991456  x   0.99974671  =   0.99966130
 DV2001
 DV2001|---------------------------------------------------------------------|
 DV2001| PID    Reference Object                     Distance      Geod. Az  |
 DV2001|                                                           dddmmss.s |
 DV2001| CH6181 RED RM 1                             17.803 METERS 03141     |
 DV2001| CH6182 RED RM 2                             17.004 METERS 21615     |
 DV2001| DV1995 BAT                                 APPROX. 3.1 KM 2192225.1 |
 DV2001|---------------------------------------------------------------------|
 DV2001
 DV2001                          SUPERSEDED SURVEY CONTROL
 DV2001
 DV2001  NAD 83(1986)-  33 52 45.70518(N)    112 10 46.59092(W) AD(       ) 2
 DV2001  NAD 27      -  33 52 45.57579(N)    112 10 44.02413(W) AD(       ) 2
 DV2001  NGVD 29 (07/19/86)  572.7    (m)         1879.     (f) VERT ANG    3  
 DV2001
 DV2001.Superseded values are not recommended for survey control.
 DV2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2001.See file dsdata.txt to determine how the superseded data were derived.
 DV2001
 DV2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9090949406(NAD 83)
 DV2001_MARKER: DD = SURVEY DISK
 DV2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2001+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 DV2001
 DV2001  HISTORY     - Date     Condition        Report By
 DV2001  HISTORY     - 1978     MONUMENTED       AZDT
 DV2001  HISTORY     - 20020330 GOOD             USPSQD
 DV2001  HISTORY     - 20070909 GOOD             GEOCAC
 DV2001  HISTORY     - 20081002 GOOD             GEOCAC
 DV2001
 DV2001                          STATION DESCRIPTION
 DV2001
 DV2001'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2001'THE STATION IS ABOUT 2 MILES SOUTHWEST OF NEW RIVER ALONG THE
 DV2001'WEST SIDE OF LAKE PLEASANT RD.
 DV2001'
 DV2001'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED RED 1976
 DV2001'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 DV2001'APPROXIMATELY 100 FEET WEST OF CENTERLINE OF ROAD MARKED WITH A
 DV2001'WITNESS POST AND SIGN 5 FEET NORTHWEST OF STATION.
 DV2001'
 DV2001'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED RED
 DV2001'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON
 DV2001'WEST SIDE OF ROADWAY.
 DV2001'
 DV2001'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED RED RM 2
 DV2001'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ALSO ON
 DV2001'WEST SIDE OF ROADWAY.
 DV2001'
 DV2001'TO REACH THE STATION FROM THE NEW RIVER INTERCHANGE ON I-17,
 DV2001'GO SOUTHWEST ON THE LAKE PLEASANT RD. FOR 3.20 MILES AND STATION
 DV2001'ON WEST SIDE OF ROADWAY.
 DV2001'
 DV2001'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2001
 DV2001                          STATION RECOVERY (2002)
 DV2001
 DV2001'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV2001'RECOVERED IN GOOD CONDITION.
 DV2001
 DV2001                          STATION RECOVERY (2007)
 DV2001
 DV2001'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2001'RECOVERED IN GOOD CONDITION.
 DV2001
 DV2001                          STATION RECOVERY (2008)
 DV2001
 DV2001'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV2001'RECOVERED STATION RED ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0503 ***********************************************************************
 GP0503  DESIGNATION -  RED
 GP0503  PID         -  GP0503
 GP0503  STATE/COUNTY-  AZ/COCONINO
 GP0503  USGS QUAD   -  EXPLOSIVE ROCK (1985)
 GP0503
 GP0503                         *CURRENT SURVEY CONTROL
 GP0503  ___________________________________________________________________
 GP0503* NAD 83(1992)-  36 42 20.43807(N)    111 35 51.21304(W)     ADJUSTED  
 GP0503* NAVD 88     -      1852.6    (meters)    6078.     (feet)  VERTCON   
 GP0503  ___________________________________________________________________
 GP0503  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 GP0503  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GP0503  HORZ ORDER  -  SECOND
 GP0503
 GP0503.The horizontal coordinates were established by classical geodetic methods
 GP0503.and adjusted by the National Geodetic Survey in August 1993.
 GP0503
 GP0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0503
 GP0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0503
 GP0503.The geoid height was determined by GEOID03.
 GP0503
 GP0503;                    North         East     Units Scale Factor Converg.
 GP0503;SPC AZ C     -   632,858.384   241,870.586   MT  0.99991001   +0 11 26.6
 GP0503;SPC AZ C     - 2,076,307.03    793,538.67   iFT  0.99991001   +0 11 26.6
 GP0503;UTM  12      - 4,062,389.359   446,627.029   MT  0.99963509   -0 21 25.8
 GP0503
 GP0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0503!SPC AZ C     -   0.99971295  x   0.99991001  =   0.99962299
 GP0503!UTM  12      -   0.99971295  x   0.99963509  =   0.99934815
 GP0503
 GP0503|---------------------------------------------------------------------|
 GP0503| PID    Reference Object                     Distance      Geod. Az  |
 GP0503|                                                           dddmmss.s |
 GP0503| CR7998 RED RM 2                             12.285 METERS 02159     |
 GP0503| GP0618 BITTER                              APPROX.11.4 KM 2013208.5 |
 GP0503| CR7997 RED RM 1                             12.101 METERS 20216     |
 GP0503|---------------------------------------------------------------------|
 GP0503
 GP0503                          SUPERSEDED SURVEY CONTROL
 GP0503
 GP0503  NAD 83(1986)-  36 42 20.43454(N)    111 35 51.21097(W) AD(       ) 2
 GP0503  NGVD 29 (07/12/88) 1851.6    (m)         6075.     (f) VERT ANG    3  
 GP0503
 GP0503.Superseded values are not recommended for survey control.
 GP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0503.See file dsdata.txt to determine how the superseded data were derived.
 GP0503
 GP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4662762389(NAD 83)
 GP0503_MARKER: DS = TRIANGULATION STATION DISK
 GP0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0503+STABILITY: SURFACE MOTION
 GP0503
 GP0503  HISTORY     - Date     Condition        Report By
 GP0503  HISTORY     - 1983     MONUMENTED       AZDT
 GP0503
 GP0503                          STATION DESCRIPTION
 GP0503
 GP0503'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0503'THE STATION IS LOCATED 16-1/2 MILES SOUTHWEST OF PAGE ALONG U.S.
 GP0503'HIGHWAY 89.
 GP0503'
 GP0503'THE STATION MARK IS AN AZDT DISK STAMPED---RED 1983---.  IT IS SET IN
 GP0503'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 95 FEET WEST OF THE CENTER
 GP0503'LINE OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE WITNESS POST.
 GP0503'
 GP0503'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RED RM 1 1983---.  IT IS
 GP0503'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0503'
 GP0503'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RED RM 2 1983---.  IT IS
 GP0503'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0503'
 GP0503'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0503'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0503'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89L AND 89.  TURN
 GP0503'LEFT ALONG U.S. 89 FOR 17.4 MILES TO THE STATION ON THE RIGHT AT MILE
 GP0503'POST 531.05.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0361 ***********************************************************************
 GQ0361  DESIGNATION -  RED BLUFF
 GQ0361  PID         -  GQ0361
 GQ0361  STATE/COUNTY-  AZ/MOHAVE
 GQ0361  USGS QUAD   -  HOLE-N-WALL CANYON (1979)
 GQ0361
 GQ0361                         *CURRENT SURVEY CONTROL
 GQ0361  ___________________________________________________________________
 GQ0361* NAD 83(1992)-  36 49 21.81251(N)    113 29 29.19127(W)     ADJUSTED  
 GQ0361* NAVD 88     -      1844.9    (meters)    6053.     (feet)  VERTCON   
 GQ0361  ___________________________________________________________________
 GQ0361  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GQ0361  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 GQ0361  HORZ ORDER  -  SECOND
 GQ0361
 GQ0361.The horizontal coordinates were established by classical geodetic methods
 GQ0361.and adjusted by the National Geodetic Survey in November 1997.
 GQ0361
 GQ0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0361
 GQ0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0361
 GQ0361.The geoid height was determined by GEOID03.
 GQ0361
 GQ0361;                    North         East     Units Scale Factor Converg.
 GQ0361;SPC AZ W     -   645,851.597   236,426.481   MT  0.99993989   +0 09 17.9
 GQ0361;SPC AZ W     - 2,118,935.69    775,677.43   iFT  0.99993989   +0 09 17.9
 GQ0361;UTM  12      - 4,078,103.710   277,787.821   MT  1.00020836   -1 29 37.8
 GQ0361
 GQ0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0361!SPC AZ W     -   0.99971430  x   0.99993989  =   0.99965420
 GQ0361!UTM  12      -   0.99971430  x   1.00020836  =   0.99992260
 GQ0361
 GQ0361|---------------------------------------------------------------------|
 GQ0361| PID    Reference Object                     Distance      Geod. Az  |
 GQ0361|                                                           dddmmss.s |
 GQ0361| CH3165 RED BLUFF RM 1                        6.378 METERS 03845     |
 GQ0361| CH3164 RED BLUFF AZ MK                                    0861113.2 |
 GQ0361| CH3166 RED BLUFF RM 2                        8.427 METERS 16736     |
 GQ0361|---------------------------------------------------------------------|
 GQ0361
 GQ0361                          SUPERSEDED SURVEY CONTROL
 GQ0361
 GQ0361  NAD 83(1992)-  36 49 21.81096(N)    113 29 29.19092(W) AD(       ) 2
 GQ0361  NAD 83(1986)-  36 49 21.80715(N)    113 29 29.19079(W) AD(       ) 2
 GQ0361  NAD 27      -  36 49 21.87200(N)    113 29 26.33400(W) AD(       ) 2
 GQ0361  NGVD 29 (07/19/86) 1844.0    (m)         6050.     (f) VERT ANG    3  
 GQ0361
 GQ0361.Superseded values are not recommended for survey control.
 GQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0361.See file dsdata.txt to determine how the superseded data were derived.
 GQ0361
 GQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7778878104(NAD 83)
 GQ0361_MARKER: DS = TRIANGULATION STATION DISK
 GQ0361_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0361
 GQ0361  HISTORY     - Date     Condition        Report By
 GQ0361  HISTORY     - 1953     MONUMENTED       CGS
 GQ0361
 GQ0361                          STATION DESCRIPTION
 GQ0361
 GQ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0361'THE STATION IS ABOUT 20 MILES SOUTH AND 4 MILES EAST OF ST.
 GQ0361'GEORGE, UTAH, ABOUT 6 MILES NORTHEAST OF WOLF HOLE, ARIZONA,
 GQ0361'ON THE SOUTH PART OF WHAT IS LOCALLY KNOWN AS SEEGMILLER
 GQ0361'MOUNTAIN.  IT IS ABOUT 1 MILE SOUTH OF THE HIGHEST PART OF
 GQ0361'THE MOUNTAIN AND AT A POINT WHERE THE HILL BREAKS OFF SHARPLY
 GQ0361'TO THE NORTH INTO A DEEP CANYON THAT HAS RED CLAY WALLS.
 GQ0361'
 GQ0361'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH, BY GOING EAST
 GQ0361'FOR 0.7 MILE TO A ROAD INTERSECTION AT THE NORTHEAST CORNER OF
 GQ0361'THE CEMETERY.  TURN RIGHT AND GO SOUTH AND EAST FOR 2.1 MILES
 GQ0361'TO A FORK AT THE SOUTH END OF THE BRIDGE OVER THE VIRGIN RIVER.
 GQ0361'TAKE THE LEFT FORK EAST AND SOUTHEAST FOR 2.2 MILES TO A
 GQ0361'T-INTERSECTION.  TURN LEFT AND GO EAST FOR 1.2 MILES TO A FORK.
 GQ0361'TAKE THE RIGHT FORK AND GO EAST FOR 0.25 MILE TO A CATTLE
 GQ0361'GUARD.  CROSS CATTLE GUARD AND TURN RIGHT AND GO SOUTH-SOUTHEAST
 GQ0361'FOR 1.5 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0361'SOUTH-SOUTHEAST FOR 4.3 MILES TO A FENCED-IN CORRAL ON THE
 GQ0361'RIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO A FORK.  TURN RIGHT
 GQ0361'AND GO ACROSS A WIDE SANDY WASH FOR 0.1 MILE TO A FORK.  TAKE
 GQ0361'THE LEFT FORK SOUTH-SOUTHEAST FOR 5.3 MILES UP INTO THE DEEP
 GQ0361'CANYON.  THEN TURN LEFT, EAST, AND FOLLOW THE SWITCH-BACK
 GQ0361'ROAD UP OUT OF THE CANYON EAST THEN SOUTH FOR 5.0 MILES
 GQ0361'TO A DIM FORK.  TAKE THE RIGHT FORK SOUTH FOR 1.2 MILES TO A
 GQ0361'FORK.  TAKE THE LEFT FORK FOR 0.25 MILE TO A WIRE GATE.
 GQ0361'PASS THROUGH THE GATE AND GO 50 YARDS.  THEN TURN RIGHT
 GQ0361'LEAVING THE MAIN ROAD AND GO WEST AROUND THE SOUTH SIDE OF A
 GQ0361'FENCED-IN RESERVOIR FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH
 GQ0361'THE GATE AND GO WEST AND SOUTHWEST ON TRACK ROAD FOR 1.0 MILE
 GQ0361'TO A FORK ON TOP OF THE MESA.  TAKE THE RIGHT FORK WEST AND GO DOWN
 GQ0361'INTO A DEEP CANYON, THEN GO SOUTH UP THE CANYON ON THE TRACK ROAD
 GQ0361'FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK SOUTH FOR 0.1 MILE TO
 GQ0361'A FORK.  TAKE THE LEFT FORK, CROSSING A DEEP WASH, AND FOLLOW THE
 GQ0361'TRACK ROAD SOUTHEAST AND SOUTH UP THE LEFT CANYON FOR 1.8 MILES
 GQ0361'TO A RESERVOIR.  PASS AROUND THE EAST SIDE OF RESERVOIR AND
 GQ0361'CONTINUE ON TRACK ROAD SOUTH-SOUTHWEST UP THE DRAW FOR 0.8 MILE
 GQ0361'TO TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE UP THE DRAW
 GQ0361'FOR 0.8 MILE TO A REVERSE FORK.  (THIS POINT IS ABOUT 0.5
 GQ0361'MILE BEFORE REACHING AN OLD CABIN THAT IS VISIBLE
 GQ0361'STRAIGHT AHEAD.) TURN SHARPLY RIGHT AND FOLLOW
 GQ0361'TRACK ROAD WEST UP THE RIDGE FOR 0.4 MILE TO A FORK.
 GQ0361'TAKE THE LEFT FORK AND GO WEST FOR 0.5 MILE TO A FORK.  TAKE
 GQ0361'THE LEFT FORK AND FOLLOW MAIN ROAD SOUTH FOR 0.7 MILE TO
 GQ0361'THE AZIMUTH MARK ON LEFT.  CONTINUE AHEAD SOUTHWEST FOR 1.5
 GQ0361'MILES TO A LARGE, ROUND, BLACK WATER TANK ON THE RIGHT.
 GQ0361'CONTINUE PAST THE TANK FOR 50 YARDS, THEN TURN SHARPLY LEFT
 GQ0361'AND FOLLOW THE SWITCH-BACK TRACK ROAD SOUTH, THEN WEST FOR 1.0
 GQ0361'MILE TO THE TOP OF RIDGE.  CONTINUE ON DOWN GRADE FOR 0.1
 GQ0361'MILE TO END OF TRUCK TRAVEL AT A TRIANGLE BLAZE ON A SMALL
 GQ0361'PINE TREE ON RIGHT.  FROM HERE PACK WEST UP AROUND THE HEAD
 GQ0361'OF THE DEEP CANYON, UP ONTO THE TOP AND STATION.  ABOUT A 20
 GQ0361'MINUTE PACK.
 GQ0361'
 GQ0361'STATION MARK, STAMPED RED BLUFF 1953, IS STANDARD DISK CEMENTED
 GQ0361'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROJECTS ABOUT
 GQ0361'10 INCHES.
 GQ0361'
 GQ0361'REFERENCE MARK 1, STAMPED RED BLUFF NO 1 1953, IS STANDARD
 GQ0361'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT
 GQ0361'PROJECTS ABOUT 8 INCHES.
 GQ0361'
 GQ0361'REFERENCE MARK 2, STAMPED RED BLUFF NO 2 1953, IS STANDARD DISK
 GQ0361'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROJECTS
 GQ0361'ABOUT 6 INCHES.
 GQ0361'
 GQ0361'AZIMUTH MARK, STAMPED RED BLUFF 1953, IS STANDARD DISK CEMENTED
 GQ0361'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROJECTS ABOUT
 GQ0361'2 INCHES.  THE MARK IS 29 FEET EAST OF THE MIDDLE OF THE TRACK
 GQ0361'ROAD, 18 FEET NORTHEAST OF A TRIANGULAR BLAZED CEDAR TREE, AND
 GQ0361'6 FEET SOUTHWEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0838 ***********************************************************************
 FR0838  DESIGNATION -  RED BUTTE
 FR0838  PID         -  FR0838
 FR0838  STATE/COUNTY-  AZ/COCONINO
 FR0838  USGS QUAD   -  RED BUTTE (1979)
 FR0838
 FR0838                         *CURRENT SURVEY CONTROL
 FR0838  ___________________________________________________________________
 FR0838* NAD 83(1992)-  35 49 13.42713(N)    112 05 23.24792(W)     ADJUSTED  
 FR0838* NAVD 88     -      2232.9    (meters)    7326.     (feet)  VERTCON   
 FR0838  ___________________________________________________________________
 FR0838  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 FR0838  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FR0838  HORZ ORDER  -  SECOND
 FR0838
 FR0838.The horizontal coordinates were established by classical geodetic methods
 FR0838.and adjusted by the National Geodetic Survey in August 1993.
 FR0838
 FR0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0838
 FR0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0838
 FR0838.The geoid height was determined by GEOID03.
 FR0838
 FR0838;                    North         East     Units Scale Factor Converg.
 FR0838;SPC AZ C     -   534,600.380   197,716.703   MT  0.99990301   -0 06 04.8
 FR0838;SPC AZ C     - 1,753,938.25    648,676.85   iFT  0.99990301   -0 06 04.8
 FR0838;UTM  12      - 3,964,576.053   401,555.606   MT  0.99971942   -0 38 16.3
 FR0838
 FR0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0838!SPC AZ C     -   0.99965327  x   0.99990301  =   0.99955631
 FR0838!UTM  12      -   0.99965327  x   0.99971942  =   0.99937279
 FR0838
 FR0838:                Primary Azimuth Mark                     Grid Az
 FR0838:SPC AZ C     -  MIDDLE RESET                             001 16 03.0
 FR0838:UTM  12      -  MIDDLE RESET                             001 48 14.5
 FR0838
 FR0838|---------------------------------------------------------------------|
 FR0838| PID    Reference Object                     Distance      Geod. Az  |
 FR0838|                                                           dddmmss.s |
 FR0838| GQ0290 MIDDLE RESET                        APPROX.26.5 KM 0010958.2 |
 FR0838|---------------------------------------------------------------------|
 FR0838
 FR0838                          SUPERSEDED SURVEY CONTROL
 FR0838
 FR0838  NAD 83(1986)-  35 49 13.42420(N)    112 05 23.24555(W) AD(       ) 2
 FR0838  NAD 27      -  35 49 13.46700(N)    112 05 20.65000(W) AD(       ) 2
 FR0838  NGVD 29 (05/08/89) 2232.0    (m)         7323.     (f) VERT ANG    3  
 FR0838
 FR0838.Superseded values are not recommended for survey control.
 FR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0838.See file dsdata.txt to determine how the superseded data were derived.
 FR0838
 FR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0155664576(NAD 83)
 FR0838_MARKER: DS = TRIANGULATION STATION DISK
 FR0838_SETTING: 80 = SET IN A BOULDER
 FR0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0838+STABILITY: SURFACE MOTION
 FR0838
 FR0838  HISTORY     - Date     Condition        Report By
 FR0838  HISTORY     - 1902     MONUMENTED       USGS
 FR0838  HISTORY     - 1903     GOOD             USGS
 FR0838
 FR0838                          STATION DESCRIPTION
 FR0838
 FR0838'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FR0838'LOCATED ABOUT 15 MI SE. OF BRIGHT ANGEL HOTEL.  ON RED BUTTE,
 FR0838'PROMINENT FLAT-TOPPED MOUNTAIN.  SUMMIT CLEARED EXCEPT ON SOUTH,
 FR0838'EAST AND SOUTHWEST PART WHERE SOME TIMBER STILL STANDS.
 FR0838'
 FR0838'TO REACH FROM RAIN TANK, TAKE WAGON RD. AROUND FOOT OF MOUNTAIN
 FR0838'ON EAST SIDE.
 FR0838'
 FR0838'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, CEMENTED IN
 FR0838'MALPAIS ROCK NEAR CENTER OF BUTTE AND UNDER CAIRN, 6 FT. HIGH AND
 FR0838'6 FT. IN DIAMETER.
 FR0838'
 FR0838'RMS--NONE SET.
 FR0838
 FR0838                          STATION RECOVERY (1903)
 FR0838
 FR0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1903
 FR0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0534 ***********************************************************************
 GP0534  DESIGNATION -  RED BUTTE
 GP0534  PID         -  GP0534
 GP0534  STATE/COUNTY-  AZ/COCONINO
 GP0534  USGS QUAD   -  THE BIG KNOLL (1985)
 GP0534
 GP0534                         *CURRENT SURVEY CONTROL
 GP0534  ___________________________________________________________________
 GP0534* NAD 83(1992)-  36 50 36.77439(N)    111 51 07.88511(W)     ADJUSTED  
 GP0534* NAVD 88     -      2087.1    (meters)    6847.     (feet)  VERTCON   
 GP0534  ___________________________________________________________________
 GP0534  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GP0534  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 GP0534  HORZ ORDER  -  THIRD
 GP0534
 GP0534.The horizontal coordinates were established by classical geodetic methods
 GP0534.and adjusted by the National Geodetic Survey in August 1993.
 GP0534
 GP0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0534
 GP0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0534
 GP0534.The geoid height was determined by GEOID03.
 GP0534
 GP0534;                    North         East     Units Scale Factor Converg.
 GP0534;SPC AZ C     -   648,111.378   219,110.311   MT  0.99990041   +0 02 19.2
 GP0534;SPC AZ C     - 2,126,349.67    718,865.85   iFT  0.99990041   +0 02 19.2
 GP0534;UTM  12      - 4,077,855.755   424,019.595   MT  0.99967112   -0 30 39.7
 GP0534
 GP0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0534!SPC AZ C     -   0.99967611  x   0.99990041  =   0.99957655
 GP0534!UTM  12      -   0.99967611  x   0.99967112  =   0.99934734
 GP0534
 GP0534:                Primary Azimuth Mark                     Grid Az
 GP0534:SPC AZ C     -  JACOB RESET                              227 46 00.8
 GP0534:UTM  12      -  JACOB RESET                              228 18 59.7
 GP0534
 GP0534|---------------------------------------------------------------------|
 GP0534| PID    Reference Object                     Distance      Geod. Az  |
 GP0534|                                                           dddmmss.s |
 GP0534| GP0527 JACOB RESET                         APPROX.13.3 KM 2274820.0 |
 GP0534|---------------------------------------------------------------------|
 GP0534
 GP0534                          SUPERSEDED SURVEY CONTROL
 GP0534
 GP0534  NAD 83(1986)-  36 50 36.77120(N)    111 51 07.88488(W) AD(       ) 3
 GP0534  NGVD 29 (05/08/89) 2086.0    (m)         6844.     (f) VERT ANG    3  
 GP0534
 GP0534.Superseded values are not recommended for survey control.
 GP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0534.See file dsdata.txt to determine how the superseded data were derived.
 GP0534
 GP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2402077856(NAD 83)
 GP0534_MARKER: DD = SURVEY DISK
 GP0534_SETTING: 80 = SET IN A BOULDER
 GP0534_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0534+STABILITY: SURFACE MOTION
 GP0534
 GP0534  HISTORY     - Date     Condition        Report By
 GP0534  HISTORY     - 1953     MONUMENTED       USGS
 GP0534
 GP0534                          STATION DESCRIPTION
 GP0534
 GP0534'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0534'LOCATED ABOUT 12 MI WNW. OF NAVAJO BRIDGE, 10.5 MI N. OF U.S.
 GP0534'HWY. 89, 6 MI NW. OF JARVIS RANCH.  ON PROMINENT MESA-LIKE BUTTE
 GP0534'ON PARIA PLATEAU KNOWN AS RED BUTTE, ABOUT 37 FT FROM EDGE OF
 GP0534'BLUFF AT SOUTHWEST ANGLE OF TOP.
 GP0534'
 GP0534'TO REACH FROM HOUSEROCK SERVICE STATION AND STORE ON U.S. HWY.
 GP0534'89, DRIVE 6.6 MI N. ON OLD KANAB RD. TO RD. FORKS.  TAKE LEFT FORK
 GP0534'AND CONTINUE 2 MI ON MAIN RD. TO TRACK RD. ON RIGHT.  TURN RIGHT
 GP0534'2.8 MI E. TO GATE, CONTINUE 4.3 MI TO RD. FORKS.  TAKE RIGHT FORK
 GP0534'2.2 MI TO ANOTHER FORK.  TAKE LEFT FORK 1.7 MI TO RD. FORKS, TAKE
 GP0534'LEFT FORK AND CONTINUE 3.3 MI TO JARVIS RANCH.  DRIVE 1.3 MI NE.
 GP0534'TO RD. FORKS.  TAKE RIGHT FORK 1.3 MI TO Y-JCT.  TURN LEFT OFF
 GP0534'MAIN RD. 0.9 MI W. TO RD. FORKS.  TAKE RIGHT FORK 2.9 MI N. TO
 GP0534'X-RDS.  GO 1 MI W. TO RED BUTTE AND STATION.
 GP0534'
 GP0534'STATION MARK--STANDARD TABLET STAMPED---RED BUTTE 1953---, CEMENTED
 GP0534'IN LARGE STONE BURIED FLUSH WITH GROUND.
 GP0534'
 GP0534'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK 2 FT
 GP0534'FROM EDGE OF BLUFF.
 GP0534'
 GP0534'RM 2--COPPER NAIL AND WASHER IN BLAZE ON 10-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0535 ***********************************************************************
 GP0535  DESIGNATION -  RED BUTTE
 GP0535  PID         -  GP0535
 GP0535  STATE/COUNTY-  AZ/COCONINO
 GP0535  USGS QUAD   -  THE BIG KNOLL (1985)
 GP0535
 GP0535                         *CURRENT SURVEY CONTROL
 GP0535  ___________________________________________________________________
 GP0535* NAD 83(1992)-  36 50 36.67410(N)    111 51 08.04666(W)     ADJUSTED  
 GP0535* NAVD 88     -      2087.1    (meters)    6847.     (feet)  VERTCON   
 GP0535  ___________________________________________________________________
 GP0535  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GP0535  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 GP0535  HORZ ORDER  -  THIRD
 GP0535
 GP0535.The horizontal coordinates were established by classical geodetic methods
 GP0535.and adjusted by the National Geodetic Survey in August 1993.
 GP0535
 GP0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0535
 GP0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0535
 GP0535.The geoid height was determined by GEOID03.
 GP0535
 GP0535;                    North         East     Units Scale Factor Converg.
 GP0535;SPC AZ C     -   648,108.284   219,106.311   MT  0.99990041   +0 02 19.1
 GP0535;SPC AZ C     - 2,126,339.51    718,852.73   iFT  0.99990041   +0 02 19.1
 GP0535;UTM  12      - 4,077,852.700   424,015.566   MT  0.99967113   -0 30 39.8
 GP0535
 GP0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0535!SPC AZ C     -   0.99967611  x   0.99990041  =   0.99957655
 GP0535!UTM  12      -   0.99967611  x   0.99967113  =   0.99934735
 GP0535
 GP0535:                Primary Azimuth Mark                     Grid Az
 GP0535:SPC AZ C     -  JACOB RESET                              227 45 54.7
 GP0535:UTM  12      -  JACOB RESET                              228 18 53.6
 GP0535
 GP0535|---------------------------------------------------------------------|
 GP0535| PID    Reference Object                     Distance      Geod. Az  |
 GP0535|                                                           dddmmss.s |
 GP0535| GP0527 JACOB RESET                         APPROX.13.3 KM 2274813.8 |
 GP0535|---------------------------------------------------------------------|
 GP0535
 GP0535                          SUPERSEDED SURVEY CONTROL
 GP0535
 GP0535  NAD 83(1986)-  36 50 36.67329(N)    111 51 08.04577(W) AD(       ) 3
 GP0535  NGVD 29 (05/08/89) 2086.0    (m)         6844.     (f) VERT ANG    3  
 GP0535
 GP0535.Superseded values are not recommended for survey control.
 GP0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0535.See file dsdata.txt to determine how the superseded data were derived.
 GP0535
 GP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2401677853(NAD 83)
 GP0535_MARKER: 01 = LONE TREE
 GP0535
 GP0535  HISTORY     - Date     Condition        Report By
 GP0535  HISTORY     - 1933     FIRST OBSERVED   USGS
 GP0535
 GP0535                          STATION DESCRIPTION
 GP0535
 GP0535'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GP0535'LOCATED 8 MI N. AND 10.5 MI E. OF HOUSEROCK SERVICE STATION WHICH
 GP0535'IS ON U.S. HWY. 89 AT WESTERN EDGE OF HOUSEROCK VALLEY.  ON
 GP0535'PROMINENT, MESA-LIKE BUTTE ON PARIA PLATEAU KNOWN AS RED BUTTE,
 GP0535'ABOUT 35 FT. FROM EDGE OF BLUFF AT SOUTHWEST ANGLE OF TOP.
 GP0535'
 GP0535'TO REACH FROM HOUSEROCK SERVICE STATION, FOLLOW RD. N. TO T-RD.
 GP0535'E. ABOUT 0.5 MI N. OF DIVIDE BETWEEN HOUSEROCK AND COYOTE
 GP0535'VALLEYS.  GO 12 MI E. PAST KITHIN RESERVOIR AND CORRAL TO POINT
 GP0535'4.5 MI W. OF JOES RANCH AND 0.25 MI S. OF RED BUTTE WHICH IS
 GP0535'RED-WALLED MESA WITH ABOUT 20-FT. STRIP OF GRAY STONE AND RISING
 GP0535'ABOUT 200 FT. ABOVE GENERAL LEVEL OF SURROUNDING SAND HILLS.
 GP0535'
 GP0535'STATION MARK--BRUSHY-TOPPED JUNIPER TREE TRIMMED OF LOWER
 GP0535'BRANCHES WITH FLAG ON POLE FASTENED TO TOP OF TREE.
 GP0535'
 GP0535'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK 2 FT.
 GP0535'FROM EDGE OF BLUFF.
 GP0535'
 GP0535'RM 2--COPPER NAIL AND WASHER IN BLAZE ON 10-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2180 ***********************************************************************
 DV2180  DESIGNATION -  RED CLIFF
 DV2180  PID         -  DV2180
 DV2180  STATE/COUNTY-  AZ/MARICOPA
 DV2180  USGS QUAD   -  WICKENBURG SW (1965)
 DV2180
 DV2180                         *CURRENT SURVEY CONTROL
 DV2180  ___________________________________________________________________
 DV2180* NAD 83(1992)-  33 49 47.42081(N)    112 39 57.16016(W)     ADJUSTED  
 DV2180* NAVD 88     -       637.9    (meters)    2093.     (feet)  VERTCON   
 DV2180  ___________________________________________________________________
 DV2180  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DV2180  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV2180  HORZ ORDER  -  SECOND
 DV2180
 DV2180.The horizontal coordinates were established by classical geodetic methods
 DV2180.and adjusted by the National Geodetic Survey in August 1993.
 DV2180
 DV2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2180
 DV2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2180
 DV2180.The geoid height was determined by GEOID03.
 DV2180
 DV2180;                    North         East     Units Scale Factor Converg.
 DV2180;SPC AZ C     -   314,033.776   144,012.758   MT  0.99995927   -0 25 01.6
 DV2180;SPC AZ C     - 1,030,294.54    472,482.80   iFT  0.99995927   -0 25 01.6
 DV2180;UTM  12      - 3,744,536.991   345,845.399   MT  0.99989296   -0 55 39.4
 DV2180
 DV2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2180!SPC AZ C     -   0.99990454  x   0.99995927  =   0.99986382
 DV2180!UTM  12      -   0.99990454  x   0.99989296  =   0.99979751
 DV2180
 DV2180:                Primary Azimuth Mark                     Grid Az
 DV2180:SPC AZ C     -  H 14 1763.7                              046 43 17.4
 DV2180:UTM  12      -  H 14 1763.7                              047 13 55.2
 DV2180
 DV2180|---------------------------------------------------------------------|
 DV2180| PID    Reference Object                     Distance      Geod. Az  |
 DV2180|                                                           dddmmss.s |
 DV2180| CH4351 H 14 1763.7                                        0461815.8 |
 DV2180| DV2179 RED CLIFF RM 2                        6.071 METERS 05145     |
 DV2180| CH6183 RED CLIFF RM 1                        7.185 METERS 18204     |
 DV2180|---------------------------------------------------------------------|
 DV2180
 DV2180                          SUPERSEDED SURVEY CONTROL
 DV2180
 DV2180  NAD 83(1986)-  33 49 47.41798(N)    112 39 57.16393(W) AD(       ) 2
 DV2180  NAD 27      -  33 49 47.28900(N)    112 39 54.52600(W) AD(       ) 2
 DV2180  NGVD 29 (07/19/86)  637.3    (m)         2091.     (f) VERT ANG    3  
 DV2180
 DV2180.Superseded values are not recommended for survey control.
 DV2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2180.See file dsdata.txt to determine how the superseded data were derived.
 DV2180
 DV2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4584544537(NAD 83)
 DV2180_MARKER: DS = TRIANGULATION STATION DISK
 DV2180_SETTING: 66 = SET IN ROCK OUTCROP
 DV2180_STAMPING: RED CLIFF 1947
 DV2180_MARK LOGO: CGS   
 DV2180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2180+STABILITY: POSITION/ELEVATION WELL
 DV2180
 DV2180  HISTORY     - Date     Condition        Report By
 DV2180  HISTORY     - 1948     MONUMENTED       CGS
 DV2180  HISTORY     - 1967     GOOD             AMS
 DV2180  HISTORY     - 19910819 GOOD             MCDOT
 DV2180
 DV2180                          STATION DESCRIPTION
 DV2180
 DV2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2180'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MORRISTOWN,
 DV2180'ON THE HIGHEST POINT OF A SMALL LOW ROCKY HILL ON WHICH
 DV2180'RED-COLORED CLIFFS ARE EXPOSED TO THE EASTWARD, AND ON THE
 DV2180'WEST EDGE OF THE RIVER BANK OF THE HASSAYAMPA RIVER, WHERE
 DV2180'THE LOWER PART OF THE RIDGE EXTENDS TO THE SOUTHWARD AND
 DV2180'HAS BEEN CUT THROUGH BY THE RIVER.  THE MARK IS 21 FEET WEST
 DV2180'OF THE EAST RIM, 4 FEET NORTH OF A CAIRN, PROJECTS 3 INCHES,
 DV2180'AND IS STAMPED, RED CLIFF 1947.
 DV2180'
 DV2180'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 DV2180'STATION, 12 FEET WEST OF EAST RIM ON THE SOUTH SLOPE, PROJECTS
 DV2180'4 INCHES, AND IS STAMPED, RED CLIFF NO 1 1947.
 DV2180'
 DV2180'REFERENCE MARK NO. 2 IS A U.S. BUREAU OF RECLAMATION BENCH
 DV2180'MARK SET IN OUTCROPPING BEDROCK ON THE EAST RIM APPROXIMATELY
 DV2180'2 FEET LOWER THAN THE STATION AND IS STAMPED, RED CLIFF.
 DV2180'
 DV2180'AZIMUTH MARK IS U.S. BUREAU OF RECLAMATION BENCH MARK SET
 DV2180'IN A 4 INCH CONCRETE POST PROJECTING 1 INCH, 0.05 MILE SOUTH
 DV2180'OF ENTRANCE TO RANCH HOUSE, 34 PACES SOUTH-SOUTHEAST OF FENCE
 DV2180'CORNER AND ROAD, AND IS STAMPED, H-14 1763.7.
 DV2180'
 DV2180'TO REACH FROM MORRISTOWN AT THE SANTA FE RAILWAY STATION OF CASTLE
 DV2180'HOT SPRINGS, GO WEST ON MAIN TRAVELED ROAD FROM RAILROAD
 DV2180'CROSSING JUST NORTH OF DEPOT FOR 0.1 MILE TO CATTLE GUARD
 DV2180'AND FORKS.  TAKE RIGHT FORK, WEST, AND GO 1.30 MILE TO A
 DV2180'Y INTERSECTION.  TAKE LEFT FORK, SOUTH, FOR 0.75 MILE TO FORKS.
 DV2180'TAKE RIGHT FORK, WESTERLY, TOWARDS THE RIVER BOTTOM FOR 0.7 MILE
 DV2180'TO A GATE.  (AZIMUTH IS AT THIS POINT TO THE LEFT NEAR FENCE
 DV2180'CORNER AS DESCRIBED ABOVE), TURN LEFT WITHOUT PASSING THROUGH
 DV2180'GATE AND CONTINUE TO A WATER TROUGH ON THE RIVER BANK AND END
 DV2180'OF TRUCK TRAVEL.  PACK ACROSS RIVER TO EAST END OF RIDGE,
 DV2180'THENCE WESTERLY UP RIDGE TO CREST, THENCE SOUTH TO HIGHEST
 DV2180'POINT AND STATION SITE.
 DV2180'
 DV2180'A 30 MINUTE PACK.
 DV2180
 DV2180                          STATION RECOVERY (1967)
 DV2180
 DV2180'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV2180'DESCRIPTION ADEQUATE.  THE AZIMUTH MARK WAS SEARCHED FOR,
 DV2180'BUT NOT FOUND.  R.M. NO. 1 AND R.M. NO. 2 WAS RECOVERED AS
 DV2180'DESCRIBED, AS WAS STATION MARK.
 DV2180'
 DV2180'NO DIRECTIONS WERE TURNED TO R.M.S.
 DV2180'
 DV2180'CHECK MEASUREMENTS TO R.M.S
 DV2180'
 DV2180'R.M. NO. 1 PUB. DIST. = 7.185 METERS CHECK 7.18 METERS
 DV2180'
 DV2180'R.M. NO. 2 PUB. DIST = 6.071 METERS CHECK 6.07 METERS
 DV2180
 DV2180                          STATION RECOVERY (1991)
 DV2180
 DV2180'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2180'RED CLIFF 1947, RED CLIFF NO 1 1947 AND RED CLIFF WERE ALL FOUND IN
 DV2180'EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2179 ***********************************************************************
 DV2179  DESIGNATION -  RED CLIFF RM 2
 DV2179  PID         -  DV2179
 DV2179  STATE/COUNTY-  AZ/MARICOPA
 DV2179  USGS QUAD   -  WICKENBURG SW (1965)
 DV2179
 DV2179                         *CURRENT SURVEY CONTROL
 DV2179  ___________________________________________________________________
 DV2179* NAD 83(1992)-  33 49 47.54278(N)    112 39 56.97473(W)     ADJUSTED  
 DV2179* NAVD 88     -       637.3    (meters)    2091.     (feet)  VERTCON   
 DV2179  ___________________________________________________________________
 DV2179  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DV2179  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV2179  HORZ ORDER  -  SECOND
 DV2179
 DV2179.The horizontal coordinates were established by classical geodetic methods
 DV2179.and adjusted by the National Geodetic Survey in August 1993.
 DV2179
 DV2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2179
 DV2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2179
 DV2179.The geoid height was determined by GEOID03.
 DV2179
 DV2179;                    North         East     Units Scale Factor Converg.
 DV2179;SPC AZ C     -   314,037.499   144,017.553   MT  0.99995926   -0 25 01.5
 DV2179;SPC AZ C     - 1,030,306.76    472,498.53   iFT  0.99995926   -0 25 01.5
 DV2179;UTM  12      - 3,744,540.671   345,850.227   MT  0.99989294   -0 55 39.3
 DV2179
 DV2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2179!SPC AZ C     -   0.99990464  x   0.99995926  =   0.99986390
 DV2179!UTM  12      -   0.99990464  x   0.99989294  =   0.99979759
 DV2179
 DV2179                          SUPERSEDED SURVEY CONTROL
 DV2179
 DV2179  NAD 83(1986)-  33 49 47.53994(N)    112 39 56.97850(W) AD(       ) 2
 DV2179  NAD 27      -  33 49 47.41100(N)    112 39 54.34100(W) AD(       ) 2
 DV2179  NGVD 29 (07/19/86)  636.7    (m)         2089.     (f) VERT ANG    3  
 DV2179
 DV2179.Superseded values are not recommended for survey control.
 DV2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2179.See file dsdata.txt to determine how the superseded data were derived.
 DV2179
 DV2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4585044541(NAD 83)
 DV2179_MARKER: DD = SURVEY DISK
 DV2179_SETTING: 66 = SET IN ROCK OUTCROP
 DV2179_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV2179_STAMPING: RED CLIFF
 DV2179_MARK LOGO: BOR   
 DV2179_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2179+STABILITY: POSITION/ELEVATION WELL
 DV2179
 DV2179  HISTORY     - Date     Condition        Report By
 DV2179  HISTORY     - 1948     MONUMENTED       BOR
 DV2179  HISTORY     - 19910819 GOOD             MCDOT
 DV2179
 DV2179                          STATION DESCRIPTION
 DV2179
 DV2179'DESCRIBED BY US BUREAU OF RECLAMATION 1948
 DV2179'A U.S. BUREAU OF RECLAMATION BENCH
 DV2179'MARK SET IN OUTCROPPING BEDROCK ON THE EAST RIM APPROXIMATELY
 DV2179'2 FEET LOWER THAN THE STATION AND IS STAMPED RED CLIFF.
 DV2179'
 DV2179'TO REACH FROM MORRISTOWN AT THE SANTA FE RAILWAY STATION OF CASTLE
 DV2179'HOT SPRINGS, GO WEST ON MAIN TRAVELED ROAD FROM RAILROAD
 DV2179'CROSSING JUST NORTH OF DEPOT FOR 0.1 MILE TO CATTLE GUARD
 DV2179'AND FORKS.  TAKE RIGHT FORK, WEST, AND GO 1.30 MILE TO A
 DV2179'Y INTERSECTION.  TAKE LEFT FORK, SOUTH, FOR 0.75 MILE TO FORKS.
 DV2179'TAKE RIGHT FORK, WESTERLY, TOWARDS THE RIVER BOTTOM FOR 0.7 MILE
 DV2179'TO A GATE.  AZIMUTH IS AT THIS POINT TO THE LEFT NEAR FENCE
 DV2179'CORNER AS DESCRIBED ABOVE.
 DV2179
 DV2179                          STATION RECOVERY (1991)
 DV2179
 DV2179'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2179'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0934 ***********************************************************************
 DW0934  DESIGNATION -  RED HILL
 DW0934  PID         -  DW0934
 DW0934  STATE/COUNTY-  AZ/LA PAZ
 DW0934  USGS QUAD   -  RED HILL (1986)
 DW0934
 DW0934                         *CURRENT SURVEY CONTROL
 DW0934  ___________________________________________________________________
 DW0934* NAD 83(1992)-  33 09 19.67600(N)    114 25 53.88906(W)     ADJUSTED  
 DW0934* NAVD 88     -       460.1    (meters)    1510.     (feet)  VERTCON   
 DW0934  ___________________________________________________________________
 DW0934  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DW0934  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DW0934  HORZ ORDER  -  SECOND
 DW0934
 DW0934.The horizontal coordinates were established by classical geodetic methods
 DW0934.and adjusted by the National Geodetic Survey in August 1993.
 DW0934
 DW0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0934
 DW0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0934
 DW0934.The geoid height was determined by GEOID03.
 DW0934
 DW0934;                    North         East     Units Scale Factor Converg.
 DW0934;SPC AZ W     -   239,206.689   149,774.523   MT  0.99998317   -0 22 22.1
 DW0934;SPC AZ W     -   784,798.85    491,386.23   iFT  0.99998317   -0 22 22.1
 DW0934;UTM  11      - 3,671,459.535   739,536.698   MT  1.00030750   +1 24 19.2
 DW0934
 DW0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0934!SPC AZ W     -   0.99993296  x   0.99998317  =   0.99991613
 DW0934!UTM  11      -   0.99993296  x   1.00030750  =   1.00024043
 DW0934
 DW0934:                Primary Azimuth Mark                     Grid Az
 DW0934:SPC AZ W     -  RED HILL AZ MK                           138 43 37.5
 DW0934:UTM  11      -  RED HILL AZ MK                           136 56 56.2
 DW0934
 DW0934|---------------------------------------------------------------------|
 DW0934| PID    Reference Object                     Distance      Geod. Az  |
 DW0934|                                                           dddmmss.s |
 DW0934| CF0538 RED HILL AZ MK                                     1382115.4 |
 DW0934| CF0539 RED HILL RM 1                         3.676 METERS 16615     |
 DW0934| CF0540 RED HILL RM 2                         7.104 METERS 30639     |
 DW0934|---------------------------------------------------------------------|
 DW0934
 DW0934                          SUPERSEDED SURVEY CONTROL
 DW0934
 DW0934  NAD 83(1986)-  33 09 19.67732(N)    114 25 53.89437(W) AD(       ) 2
 DW0934  NAD 27      -  33 09 19.54600(N)    114 25 51.08200(W) AD(       ) 2
 DW0934  NGVD 29 (07/19/86)  459.4    (m)         1507.     (f) VERT ANG    3  
 DW0934
 DW0934.Superseded values are not recommended for survey control.
 DW0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0934.See file dsdata.txt to determine how the superseded data were derived.
 DW0934
 DW0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3953771460(NAD 83)
 DW0934_MARKER: DS = TRIANGULATION STATION DISK
 DW0934_SETTING: 66 = SET IN ROCK OUTCROP
 DW0934
 DW0934  HISTORY     - Date     Condition        Report By
 DW0934  HISTORY     - 1949     MONUMENTED       CGS
 DW0934  HISTORY     - 1965     GOOD             AMS
 DW0934
 DW0934                          STATION DESCRIPTION
 DW0934
 DW0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0934'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE SOUTHEAST OF
 DW0934'CIBOLABOUT 22 MILES AIR LINE NORTH OF COUNTY WELL.  ABOUT
 DW0934'1.5 MILES AIR LINE WEST OF MC ALLISTER WASH.  ON A PROMINENT,
 DW0934'RED-COLORED HILL IN THE SOUTHEAST EDGE OF THE CHOCOLATE
 DW0934'MOUNTAINS.  IT IS THE HIGHEST HILL IN THE VICINITY.  THE STATION
 DW0934'MARK IS SET ON THE HIGHEST POINT, PROJECTS 4 INCHES AND
 DW0934'STAMPED, RED HILL 1949.
 DW0934'
 DW0934'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION MARK,
 DW0934'PROJECTS 8 INCHES AND STAMPED, RED HILL NO 1 1949.
 DW0934'
 DW0934'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 10 FEET LOWER THAN
 DW0934'THE STATION MARK.  IT IS STAMPED, RED HILL NO 2 1949.
 DW0934'
 DW0934'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION, 15
 DW0934'PACES WEST OF A TRACK ROAD, 5 FEET NORTH OF A WHITE WITNESS
 DW0934'POST, PROJECTS 4 INCHES AND STAMPED RED HILL 1949.
 DW0934'
 DW0934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 DW0934'AND 70 AND STATE HIGHWAY 95, (ABOUT 0.8 MILE EAST OF QUARTZSITE)
 DW0934'GO SOUTH ON STATE HIGHWAY 95 FOR 39.3 MILES TO A FLAT RIDGE
 DW0934'AND TRACKS RIGHT, WEST.  TURN RIGHT ON TRACKS (WHICH RUN
 DW0934'TOGETHER TO MAKE A FAIR ROAD) AND GO 1.5 MILES TO A LARGE
 DW0934'WASH (A FOUR WHEEL DRIVE VEHICLE IS REQUIRED FROM THIS POINT).
 DW0934'ENTER WASH, TURN LEFT AND GO DOWN WASH FOR 0.6 MILE TO A TRACK
 DW0934'ROAD RIGHT.  TURN RIGHT, FOLLOW TRACK ROAD FOR 100 YARDS.
 DW0934'TURN LEFT, WEST, ON TRACK ROAD AND GO 0.2 MILE TO FORK.  TAKE
 DW0934'LEFT FORK, WEST, FOR 1.0 MILE TO 3 FORKS.  TAKE CENTER ONE
 DW0934'OF THREE, AND GO 2.2 MILES TO FORK.  TAKE LEFT FORK FOR 0.1
 DW0934'MILE TO CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 3.5 MILES
 DW0934'TO FORK.  TAKE LEFT FORK AND GO 1.3 MILES TO THE AZIMUTH
 DW0934'MARK ON THE LEFT, AS DESCRIBED ABOVE AND FORK JUST AHEAD.
 DW0934'TAKE RIGHT FORK AND GO 0.4 MILE TO WASH.  ENTER WASH,
 DW0934'TURN RIGHT AND GO NORTH UP WASH FOR 0.1 MILE TO FORK OF
 DW0934'WASH.  TAKE LEFT FORK AND GO 0.2 MILE TO FORK OF WASH.
 DW0934'TAKE LEFT FORK, THENCE OUT OF WASH ON TRACKS FOR 0.3 MILE
 DW0934'TO FORK OF WASH.  TAKE RIGHT FORK TO LOW RIDGE, THENCE
 DW0934'LEFT UP RIDGE FOR A COMBINED DISTANCE OF 0.3 MILE TO A
 DW0934'RAVINE AND END OF TRUCK TRAVEL.  PACK UP WASH AND RIDGE
 DW0934'TO WEST TO HIGHEST POINT AND STATION AS DESCRIBED
 DW0934'ABOVE.  A 30-MINUTE PACK.
 DW0934'
 DW0934'NOTE--THE STATION MARK WAS PLACED IN THE SAME POSITION THAT
 DW0934'LONE HILL (USGS) CAIRN WAS BEFORE BEING DISMANTLED.
 DW0934
 DW0934                          STATION RECOVERY (1965)
 DW0934
 DW0934'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0934'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 DW0934'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0321 ***********************************************************************
 CF0321  DESIGNATION -  RED HILL
 CF0321  PID         -  CF0321
 CF0321  STATE/COUNTY-  AZ/COCHISE
 CF0321  USGS QUAD   -  PARAMORE CRATER (1987)
 CF0321
 CF0321                         *CURRENT SURVEY CONTROL
 CF0321  ___________________________________________________________________
 CF0321* NAD 83(1992)-  31 34 10.67723(N)    109 14 55.72861(W)     ADJUSTED  
 CF0321* NAVD 88     -      1535.8    (meters)    5039.     (feet)  VERTCON   
 CF0321  ___________________________________________________________________
 CF0321  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CF0321  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CF0321  HORZ ORDER  -  FIRST
 CF0321
 CF0321.The horizontal coordinates were established by classical geodetic methods
 CF0321.and adjusted by the National Geodetic Survey in August 1993.
 CF0321
 CF0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0321
 CF0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0321
 CF0321.The geoid height was determined by GEOID03.
 CF0321
 CF0321;                    North         East     Units Scale Factor Converg.
 CF0321;SPC AZ E     -    63,516.715   300,486.477   MT  0.99999360   +0 28 50.0
 CF0321;SPC AZ E     -   208,388.17    985,848.02   iFT  0.99999360   +0 28 50.0
 CF0321;UTM  12      - 3,494,064.199   666,188.646   MT  0.99994065   +0 55 01.3
 CF0321
 CF0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0321!SPC AZ E     -   0.99976309  x   0.99999360  =   0.99975669
 CF0321!UTM  12      -   0.99976309  x   0.99994065  =   0.99970375
 CF0321
 CF0321|---------------------------------------------------------------------|
 CF0321| PID    Reference Object                     Distance      Geod. Az  |
 CF0321|                                                           dddmmss.s |
 CF0321| CC8084 RED HILL RM 1                         8.471 METERS 14731     |
 CF0321| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.27.5 KM 2100533.8 |
 CF0321| CC8083 RED HILL AZ MK                                     2202250.9 |
 CF0321| CC8085 RED HILL RM 2                         7.124 METERS 25605     |
 CF0321|---------------------------------------------------------------------|
 CF0321
 CF0321                          SUPERSEDED SURVEY CONTROL
 CF0321
 CF0321  NAD 83(1986)-  31 34 10.67565(N)    109 14 55.71067(W) AD(       ) 1
 CF0321  NAD 27      -  31 34 10.32500(N)    109 14 53.48900(W) AD(       ) 1
 CF0321  NGVD 29 (03/13/91) 1534.9    (m)         5036.     (f) VERT ANG    3  
 CF0321
 CF0321.Superseded values are not recommended for survey control.
 CF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0321.See file dsdata.txt to determine how the superseded data were derived.
 CF0321
 CF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV6618994064(NAD 83)
 CF0321_MARKER: DS = TRIANGULATION STATION DISK
 CF0321_SETTING: 66 = SET IN ROCK OUTCROP
 CF0321_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0321+STABILITY: POSITION/ELEVATION WELL
 CF0321
 CF0321  HISTORY     - Date     Condition        Report By
 CF0321  HISTORY     - 1938     MONUMENTED       CGS
 CF0321  HISTORY     - 1956     GOOD             USE
 CF0321  HISTORY     - 1958     GOOD             AMS
 CF0321  HISTORY     - 1968     GOOD             AMS
 CF0321  HISTORY     - 1972     GOOD             AZHD
 CF0321  HISTORY     - 1982     GOOD             AZDT
 CF0321
 CF0321                          STATION DESCRIPTION
 CF0321
 CF0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0321'ABOUT 24 MILES NE OF DOUGLAS, ARIZ., AND ABOUT 5 MILES NE OF THE
 CF0321'RAILROAD STATION OF BERNARDINO ON THE SOUTHERN PACIFIC RAILROAD.
 CF0321'IT IS ABOUT 1/2 MILE E OF THE S.P.R.R., AND U.S. HIGHWAY 80.
 CF0321'STATION IS LOCATED ON THE TOP OF A PROMINENT, RED LAVA HILL
 CF0321'KNOWN LOCALLY AS RED HILL.  IT IS THE HIGHEST POINT IN THE
 CF0321'IMMEDIATE VICINITY IN SAN BERNARDINO VALLEY.
 CF0321'
 CF0321'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0321'DISKS SET IN A BOULDER.
 CF0321'
 CF0321'TO REACH THE STATION FROM DOUGLAS, ARIZ., GO NORTHEASTERLY
 CF0321'ON U.S. HIGHWAY 80 FOR 21.7 MILES TO BERNARDINO.  THENCE CONTINUE
 CF0321'NORTHEASTERLY ON THE HIGHWAY FOR 4.5 MILES.  HERE TURN OFF THE
 CF0321'HIGHWAY AND GO RIGHT, EASTERLY, THROUGH AN OLD SWINGING GATE
 CF0321'AND THENCE CONTINUE EASTERLY ON A TRACK ROAD FOR 0.5 MILE TO
 CF0321'A SMALL RANCH HOUSE.  THENCE PASS TO THE LEFT OF THE HOUSE
 CF0321'AND GO EASTERLY ACROSS COUNTRY FOR 0.2 MILE TO A GATE.  PASS
 CF0321'THROUGH THE GATE AND GO NORTHEASTERLY ACROSS COUNTRY TO THE
 CF0321'BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  PACK UP THE
 CF0321'STEEP ROCKY SLOPE TO THE HIGHEST POINT AND THE STATION SITE.
 CF0321'
 CF0321'REFERENCE MARK NO. 1 IS SE OF THE STATION AT ABOUT THE SAME
 CF0321'ELEVATION.  REFERENCE MARK NO. 2 IS WXS OF THE STATION AND
 CF0321'ABOUT 1 FOOT LOWER IN ELEVATION.  THE AZIMUTH MARK IS ABOUT
 CF0321'3/4 MILE SW OF THE STATION AND ABOUT 400 FEET LOWER IN ELEVATION.
 CF0321'IT IS ABOUT 100 YARDS SW OF THE TRACK ROAD TO THE STATION
 CF0321'AND ABOUT 0.1 MILE SE OF THE GATE E OF THE RANCH HOUSE.
 CF0321'
 CF0321'THIS STATION IS ABOUT A 15 MINUTE PACK FROM THE END OF TRUCK
 CF0321'TRAVEL.
 CF0321
 CF0321                          STATION RECOVERY (1956)
 CF0321
 CF0321'RECOVERY NOTE BY US ENGINEERS 1956
 CF0321'STATION RECOVERED AS DESCRIBED.
 CF0321'
 CF0321'REFERENCE MARKS IN GOOD CONDITION.
 CF0321
 CF0321                          STATION RECOVERY (1958)
 CF0321
 CF0321'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0321'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0321'
 CF0321'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL, 57
 CF0321'FEET ENE OF ROCKY LEDGE.  28 FEET SSE OF LARGE BLACK BOULDER.
 CF0321
 CF0321                          STATION RECOVERY (1968)
 CF0321
 CF0321'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CF0321'MARK IS LOCATED APPROXIMATELY 24 AIRMILES (NE) OF DOUGLAS.
 CF0321'12 AIRMILES (SW) OF APACHE, ARIZONA.
 CF0321'
 CF0321'TO REACH MARK FROM POST OFFICE IN DOUGLAS GO (E) ON 10TH ST.
 CF0321'FOR 0.3 MILE (5 BLOCKS) TO JUNCTION WITH U.S. HWY 80 (A AVE.)
 CF0321'TURN LEFT (N) AND GO 26.3 MILES TO A DIM TRACK ROAD RIGHT.
 CF0321'TURN RIGHT (ENE) THROUGH AN OLD SWINGING GATE AND GO 0.7
 CF0321'MILE TO JUNCTION WITH DIRT ROAD AND ABANDONED RANCH ON RIGHT.
 CF0321'TURN LEFT (NW) AND GO 0.7 MILE TO GATE AND WATER TANK ON
 CF0321'RIGHT.  CONTINUE THROUGH GATE (NW) AND GO 0.1 MILE TO ANOTHER
 CF0321'GATE.  PASS THROUGH (NW) AND GO 0.1 MILE.  TURN RIGHT AND GO
 CF0321'CROSS-COUNTRY (E) ON MAG. AZ. 85 DEG FOR 0.5 MILE TO RIDGE
 CF0321'AND END OF VEHICLE TRAVEL.  FROM HERE, PACK (SW) UP TO TOP
 CF0321'OF RIDGE AND STATION SITE (30 MINUTE PACK).
 CF0321'
 CF0321'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN ROCK
 CF0321'PROTUDING 0.13M.  STAMPED RED HILL 1938.
 CF0321'
 CF0321'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CF0321'0.11M.  STAMPED RED HILL NO 1 1938.  IT IS LOCATED 8.49 M (SSE)
 CF0321'OF MARK ON A MAG. AZ. OF 147 DEG AND A DE OF -0.14M.
 CF0321'
 CF0321'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 0.04M.
 CF0321'STAMPED RED HILL NO 2 1938.  IT IS LOCATED 7.18M (WSW) OF
 CF0321'MARK ON A MAG. AZ. OF 256 DEG AND A DE OF -0.32M (NOTE--MEASURED
 CF0321'DISTANCE DOES NOT MATCH PUBLISHED DISTANCE).
 CF0321'
 CF0321'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CF0321'0.31M.  STAMPED RED HILL 1938.
 CF0321'
 CF0321'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CF0321'IN ALL DIRECTIONS.
 CF0321
 CF0321                          STATION RECOVERY (1972)
 CF0321
 CF0321'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 CF0321'A.  GENERAL LOCATION RECOVERED AS DESCRIBED
 CF0321'
 CF0321'C.  STATION MARK IN AND GOOD
 CF0321'
 CF0321'D.  REFERENCE MARKS R.M. 1 AND 2 IN AND GOOD
 CF0321'
 CF0321'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
 CF0321
 CF0321                          STATION RECOVERY (1982)
 CF0321
 CF0321'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0321'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CF0321'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 CF0321'RECOVERED.  THE MARK MAY BE IN PLACE AND HIDDEN BY HIGH WEEDS AND
 CF0321'GRASS.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0321'
 CF0321'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS, TRAVEL EAST
 CF0321'ALONG U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT, TURN LEFT AND
 CF0321'TRAVEL NORTH AND NORTHEAST ALONG U.S. 80 FOR 27.1 MILES TO A RIDGE ON
 CF0321'THE RIGHT LEADING TO THE STATION HILL.  PARK ALONG THE HIGHWAY AND
 CF0321'PACK SOUTHEAST TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0726 ***********************************************************************
 DT0726  DESIGNATION -  RED HILL
 DT0726  PID         -  DT0726
 DT0726  STATE/COUNTY-  AZ/GREENLEE
 DT0726  USGS QUAD   -  BEAVERHEAD (1991)
 DT0726
 DT0726                         *CURRENT SURVEY CONTROL
 DT0726  ___________________________________________________________________
 DT0726* NAD 83(1992)-  33 40 31.94143(N)    109 08 54.65137(W)     ADJUSTED  
 DT0726* NAVD 88     -      2352.     (meters)    7717.     (feet)  SCALED    
 DT0726  ___________________________________________________________________
 DT0726  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DT0726  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DT0726  HORZ ORDER  -  THIRD
 DT0726
 DT0726.The horizontal coordinates were established by classical geodetic methods
 DT0726.and adjusted by the National Geodetic Survey in August 1993.
 DT0726
 DT0726.The orthometric height was scaled from a topographic map.
 DT0726
 DT0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0726
 DT0726.The geoid height was determined by GEOID03.
 DT0726
 DT0726;                    North         East     Units Scale Factor Converg.
 DT0726;SPC AZ E     -   297,133.600   307,770.396   MT  1.00000985   +0 33 52.5
 DT0726;SPC AZ E     -   974,847.77  1,009,745.39   iFT  1.00000985   +0 33 52.5
 DT0726;SPC NM W     -   297,449.594   708,043.288   MT  1.00009997   -0 43 45.6
 DT0726;SPC NM W     -   975,882.54  2,322,972.02   sFT  1.00009997   -0 43 45.6
 DT0726;UTM  12      - 3,727,719.412   671,639.621   MT  0.99996320   +1 01 36.8
 DT0726
 DT0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0726!SPC AZ E     -   0.99963451  x   1.00000985  =   0.99964435
 DT0726!SPC NM W     -   0.99963451  x   1.00009997  =   0.99973444
 DT0726!UTM  12      -   0.99963451  x   0.99996320  =   0.99959772
 DT0726
 DT0726:                Primary Azimuth Mark                     Grid Az
 DT0726:SPC AZ E     -  SADDLE MOUNTAIN                          115 18 41.9
 DT0726:SPC NM W     -  SADDLE MOUNTAIN                          116 36 20.0
 DT0726:UTM  12      -  SADDLE MOUNTAIN                          114 50 57.6
 DT0726
 DT0726|---------------------------------------------------------------------|
 DT0726| PID    Reference Object                     Distance      Geod. Az  |
 DT0726|                                                           dddmmss.s |
 DT0726| DT0723 SADDLE MOUNTAIN                     APPROX.15.2 KM 1155234.4 |
 DT0726|---------------------------------------------------------------------|
 DT0726
 DT0726                          SUPERSEDED SURVEY CONTROL
 DT0726
 DT0726  NAD 83(1986)-  33 40 31.94001(N)    109 08 54.65210(W) AD(       ) 3
 DT0726  NAD 27      -  33 40 31.75176(N)    109 08 52.38278(W) AD(       ) 3
 DT0726
 DT0726.Superseded values are not recommended for survey control.
 DT0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0726.See file dsdata.txt to determine how the superseded data were derived.
 DT0726
 DT0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC7164027719(NAD 83)
 DT0726_MARKER: DD = SURVEY DISK
 DT0726_SETTING: 66 = SET IN ROCK OUTCROP
 DT0726_SP_SET: SET IN ROCK OUTCROP
 DT0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0726+STABILITY: POSITION/ELEVATION WELL
 DT0726
 DT0726  HISTORY     - Date     Condition        Report By
 DT0726  HISTORY     - 1935     MONUMENTED       USFS
 DT0726
 DT0726                          STATION DESCRIPTION
 DT0726
 DT0726'DESCRIBED BY US FOREST SERVICE 1935 (LBM)
 DT0726'ON THE HIGHEST AND MOST NORTHWESTERLY POINT OF HILL KNOWN AS
 DT0726'RED HILL, ABOUT 4 MILES WEST OF BLUE RANGER STATION.  TO REACH
 DT0726'FROM BLUE RANGER STATION TAKE BLUE-HANNEGAN ROAD NORTHWEST 4.9
 DT0726'MILES TO A FENCE.  THENCE, BY TRAIL APPROXIMATELY 1 MILE TO
 DT0726'A U.S. FOREST SERVICE TRAIL.  THENCE, BY TRAIL ALONG THE FENCE
 DT0726'APPROXIMATELY 3/4 MILE TO THE SOUTHWESTERN SLOPE OF THE PEAK
 DT0726'AND STATION.  IT IS APPROXIMATELY A 1 1/2-HOUR CLIMB FROM THE
 DT0726'END OF THE ROAD.  THE STATION IS MARKED WITH A STANDARD U.S.
 DT0726'FOREST SERVICE TABLET, SET IN ROCK AND STAMPED RED HILL 1935.
 DT0726'REFERENCE MARK NO. 1 IS 34.1 FEET NORTHWEST OF THE STATION.
 DT0726'REFERENCE MARK NO. 2 IS 13.5 FEET SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1113 ***********************************************************************
 ES1113  DESIGNATION -  RED HILL
 ES1113  PID         -  ES1113
 ES1113  STATE/COUNTY-  AZ/COCONINO
 ES1113  USGS QUAD   -  HAMILTON CROSSING (1970)
 ES1113
 ES1113                         *CURRENT SURVEY CONTROL
 ES1113  ___________________________________________________________________
 ES1113* NAD 83(1992)-  34 40 44.46968(N)    110 59 59.24450(W)     ADJUSTED  
 ES1113* NAVD 88     -      1986.9    (meters)    6519.     (feet)  VERTCON   
 ES1113  ___________________________________________________________________
 ES1113  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 ES1113  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ES1113  HORZ ORDER  -  SECOND
 ES1113
 ES1113.The horizontal coordinates were established by classical geodetic methods
 ES1113.and adjusted by the National Geodetic Survey in August 1993.
 ES1113
 ES1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1113
 ES1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1113
 ES1113.The geoid height was determined by GEOID03.
 ES1113
 ES1113;                    North         East     Units Scale Factor Converg.
 ES1113;SPC AZ C     -   408,351.459   297,378.385   MT  0.99998698   +0 31 18.2
 ES1113;SPC AZ C     - 1,339,735.76    975,650.87   iFT  0.99998698   +0 31 18.2
 ES1113;UTM  12      - 3,837,448.473   500,019.225   MT  0.99960000   +0 00 00.4
 ES1113
 ES1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1113!SPC AZ C     -   0.99969193  x   0.99998698  =   0.99967891
 ES1113!UTM  12      -   0.99969193  x   0.99960000  =   0.99929205
 ES1113
 ES1113:                Primary Azimuth Mark                     Grid Az
 ES1113:SPC AZ C     -  RED HILL AZ MK                           002 40 09.0
 ES1113:UTM  12      -  RED HILL AZ MK                           003 11 26.8
 ES1113
 ES1113|---------------------------------------------------------------------|
 ES1113| PID    Reference Object                     Distance      Geod. Az  |
 ES1113|                                                           dddmmss.s |
 ES1113| CD2570 RED HILL AZ MK                                     0031127.2 |
 ES1113| CD2572 RED HILL RM 2                         8.437 METERS 00640     |
 ES1113| CD2571 RED HILL RM 1                         6.974 METERS 28115     |
 ES1113|---------------------------------------------------------------------|
 ES1113
 ES1113                          SUPERSEDED SURVEY CONTROL
 ES1113
 ES1113  NAD 83(1986)-  34 40 44.46324(N)    110 59 59.24912(W) AD(       ) 2
 ES1113  NAD 27      -  34 40 44.37000(N)    110 59 56.76400(W) AD(       ) 2
 ES1113  NGVD 29 (07/19/86) 1986.0    (m)         6516.     (f) VERT ANG    3  
 ES1113
 ES1113.Superseded values are not recommended for survey control.
 ES1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1113.See file dsdata.txt to determine how the superseded data were derived.
 ES1113
 ES1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0001937448(NAD 83)
 ES1113_MARKER: DS = TRIANGULATION STATION DISK
 ES1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1113
 ES1113  HISTORY     - Date     Condition        Report By
 ES1113  HISTORY     - 1936     MONUMENTED       CGS
 ES1113
 ES1113                          STATION DESCRIPTION
 ES1113
 ES1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ES1113'STATION IS 30 MILES SOUTHWEST OF WINSLOW, ON THE HIGHEST POINT OF
 ES1113'THE EASTERNMOST HILL OF THE RED HILLS, ABOUT ONE MILE SOUTHEAST
 ES1113'OF BENNETTS RED HILL RANCH, ABOUT 5-1/2 MILES EAST OF THE BLY
 ES1113'RANGER STATION, AND ABOUT 1 MILE WEST OF CLEAR CREEK CANYON.
 ES1113'
 ES1113'TO REACH FROM WINSLOW, GO WEST ON U.S. HIGHWAY 66 FOR 1.8
 ES1113'MILES, TURN LEFT AND GO SOUTHWEST ACROSS TRACKS AND FOLLOW
 ES1113'MAIN-GRADED ROAD FOR 25.7 MILES TO TRACK ROAD LEFT, SIGN RED HILL.
 ES1113'FOLLOW TRACKS 0.5 MILE TO CATTLE GUARD AND CONTINUE STRAIGHT
 ES1113'AHEAD AS PER SIGN TO RED HILL FOR 2.1 MILES.  TAKE LEFT FORK
 ES1113'AND GO 0.5 MILE, TAKE LEFT FORK FOR 3.6 MILES TO POLE GATE,
 ES1113'CONTINUE FOR 0.5 MILE TO RED HILL RANCH BUILDINGS, TURN LEFT
 ES1113'AND GO EAST ON OLD ROAD FOR 0.3 MILE TO A POLE GATE, PASS
 ES1113'THROUGH GATE AND CONTINUE FOR 0.5 MILE TO WIRE GATE (AZIMUTH MARK
 ES1113'HERE).  PASS THROUGH GATE AND CONTINUE SOUTHEAST FOR 0.5 MILE TO
 ES1113'A SMALL PINON SNAG AT LEFT OF ROAD, TURN RIGHT AND FOLLOW TRACKS
 ES1113'THROUGH THE BRUSH FOR 0.4 MILE TO FENCE CORNER, TURN LEFT
 ES1113'(SOUTH) FOR ABOUT 0.2 MILE TO THE TOP OF A LOW DIVIDE AND THEN
 ES1113'TO THE LEFT 50 YARDS TO THE STATION.  STATION IS 17.5 FEET
 ES1113'SOUTHWEST OF A TRIANGLE-BLAZED PINON TREE.  IT PROJECTS
 ES1113'ABOUT 6 INCHES.
 ES1113'
 ES1113'REFERENCE MARK NO. 1 IS WEST OF THE STATION AND PROJECTS ABOUT
 ES1113'2 INCHES.
 ES1113'
 ES1113'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND PROJECTS ABOUT
 ES1113'THREE INCHES.
 ES1113'
 ES1113'AZIMUTH MARK IS NORTH OF THE STATION, 2 YARDS WEST OF A
 ES1113'NORTH-SOUTH FENCE, 18 FEET NORTH OF THE CENTER OF THE WIRE GATE
 ES1113'ON ROAD LEADING TO STATION.  IT PROJECTS ABOUT 4 INCHES.
 ES1113'
 ES1113'ALL STATIONS VISIBLE FROM 4-FOOT STAND.
 ES1113'
 ES1113'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0562 ***********************************************************************
 FQ0562  DESIGNATION -  RED HILL
 FQ0562  PID         -  FQ0562
 FQ0562  STATE/COUNTY-  AZ/COCONINO
 FQ0562  USGS QUAD   -  MORITZ RIDGE (1966)
 FQ0562
 FQ0562                         *CURRENT SURVEY CONTROL
 FQ0562  ___________________________________________________________________
 FQ0562* NAD 83(1992)-  35 27 55.78475(N)    111 59 29.06749(W)     ADJUSTED  
 FQ0562* NAVD 88     -      2363.5    (meters)    7754.     (feet)  VERTCON   
 FQ0562  ___________________________________________________________________
 FQ0562  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 FQ0562  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0562  HORZ ORDER  -  THIRD
 FQ0562
 FQ0562.The horizontal coordinates were established by classical geodetic methods
 FQ0562.and adjusted by the National Geodetic Survey in August 1993.
 FQ0562
 FQ0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0562
 FQ0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0562
 FQ0562.The geoid height was determined by GEOID03.
 FQ0562
 FQ0562;                    North         East     Units Scale Factor Converg.
 FQ0562;SPC AZ C     -   495,215.974   206,576.576   MT  0.99990057   -0 02 36.1
 FQ0562;SPC AZ C     - 1,624,724.32    677,744.67   iFT  0.99990057   -0 02 36.1
 FQ0562;UTM  12      - 3,925,118.339   410,046.254   MT  0.99969971   -0 34 31.0
 FQ0562
 FQ0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0562!SPC AZ C     -   0.99963279  x   0.99990057  =   0.99953340
 FQ0562!UTM  12      -   0.99963279  x   0.99969971  =   0.99933261
 FQ0562
 FQ0562:                Primary Azimuth Mark                     Grid Az
 FQ0562:SPC AZ C     -  GOVERN                                   136 32 58.3
 FQ0562:UTM  12      -  GOVERN                                   137 04 53.2
 FQ0562
 FQ0562|---------------------------------------------------------------------|
 FQ0562| PID    Reference Object                     Distance      Geod. Az  |
 FQ0562|                                                           dddmmss.s |
 FQ0562| FQ0557 GOVERN                              APPROX.16.6 KM 1363022.2 |
 FQ0562|---------------------------------------------------------------------|
 FQ0562
 FQ0562                          SUPERSEDED SURVEY CONTROL
 FQ0562
 FQ0562  NAD 83(1986)-  35 27 55.78296(N)    111 59 29.06377(W) AD(       ) 3
 FQ0562  NGVD 29 (05/08/89) 2362.5    (m)         7751.     (f) VERT ANG    3  
 FQ0562
 FQ0562.Superseded values are not recommended for survey control.
 FQ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0562.See file dsdata.txt to determine how the superseded data were derived.
 FQ0562
 FQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1004625118(NAD 83)
 FQ0562_MARKER: DD = SURVEY DISK
 FQ0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0562_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0562
 FQ0562  HISTORY     - Date     Condition        Report By
 FQ0562  HISTORY     - 1965     MONUMENTED       USGS
 FQ0562
 FQ0562                          STATION DESCRIPTION
 FQ0562
 FQ0562'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0562'LOCATED ABOUT 18.5 MI NE. OF WILLIAMS.  ON PROMINENT CINDER CONE.
 FQ0562'
 FQ0562'TO REACH FROM STORE IN PARKS, DRIVE 9.3 MI N. ON MAIN-TRAVELED
 FQ0562'RD. TO Y-RD. FORK.  TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED RD.
 FQ0562'1.3 MI TO T-RD. W., CONTINUE 1.8 MI N. TO T-RD. AT CATTLEGUARD.
 FQ0562'TURN LEFT AND FOLLOW FOREST SERVICE RD. 112 3.2 MI TO Y-RD. FORK.
 FQ0562'TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. 2 MI TO LOH AND
 FQ0562'STATION.
 FQ0562'
 FQ0562'STATION MARK--STANDARD TABLET STAMPED---RED HILL 1965---, SET ON
 FQ0562'DRIVEN COPPER-COATED ROD.
 FQ0562'
 FQ0562'RM 1--STANDARD TABLET STAMPED---RM 1 1965---, SET IN CONCRETE CURB.
 FQ0562'
 FQ0562'RM 2--COPPER NAIL AND WASHER IN TIRANGULAR BLAZE ON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0330 ***********************************************************************
 GQ0330  DESIGNATION -  RED KNOLL
 GQ0330  PID         -  GQ0330
 GQ0330  STATE/COUNTY-  AZ/COCONINO
 GQ0330  USGS QUAD   -  GUNSIGHT POINT (1988)
 GQ0330
 GQ0330                         *CURRENT SURVEY CONTROL
 GQ0330  ___________________________________________________________________
 GQ0330* NAD 83(1992)-  36 41 46.79493(N)    112 33 24.44404(W)     ADJUSTED  
 GQ0330* NAVD 88     -      1688.2    (meters)    5539.     (feet)  VERTCON   
 GQ0330  ___________________________________________________________________
 GQ0330  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 GQ0330  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 GQ0330  HORZ ORDER  -  SECOND
 GQ0330
 GQ0330.The horizontal coordinates were established by classical geodetic methods
 GQ0330.and adjusted by the National Geodetic Survey in August 1993.
 GQ0330
 GQ0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0330
 GQ0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0330
 GQ0330.The geoid height was determined by GEOID03.
 GQ0330
 GQ0330;                    North         East     Units Scale Factor Converg.
 GQ0330;SPC AZ C     -   631,964.905   156,161.143   MT  0.99994029   -0 22 57.1
 GQ0330;SPC AZ C     - 2,073,375.67    512,339.71   iFT  0.99994029   -0 22 57.1
 GQ0330;UTM  12      - 4,062,315.536   360,929.117   MT  0.99983828   -0 55 49.6
 GQ0330
 GQ0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0330!SPC AZ C     -   0.99973865  x   0.99994029  =   0.99967895
 GQ0330!UTM  12      -   0.99973865  x   0.99983828  =   0.99957697
 GQ0330
 GQ0330:                Primary Azimuth Mark                     Grid Az
 GQ0330:SPC AZ C     -  JUMPUP                                   197 49 44.1
 GQ0330:UTM  12      -  JUMPUP                                   198 22 36.6
 GQ0330
 GQ0330|---------------------------------------------------------------------|
 GQ0330| PID    Reference Object                     Distance      Geod. Az  |
 GQ0330|                                                           dddmmss.s |
 GQ0330| GQ0333 JUMPUP                              APPROX.15.4 KM 1972647.0 |
 GQ0330|---------------------------------------------------------------------|
 GQ0330
 GQ0330                          SUPERSEDED SURVEY CONTROL
 GQ0330
 GQ0330  NAD 83(1986)-  36 41 46.78901(N)    112 33 24.43962(W) AD(       ) 2
 GQ0330  NAD 27      -  36 41 46.83200(N)    112 33 21.75200(W) AD(       ) 2
 GQ0330  NGVD 29 (05/08/89) 1687.3    (m)         5536.     (f) VERT ANG    3  
 GQ0330
 GQ0330.Superseded values are not recommended for survey control.
 GQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0330.See file dsdata.txt to determine how the superseded data were derived.
 GQ0330
 GQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6092962316(NAD 83)
 GQ0330_MARKER: H = DRILL HOLE
 GQ0330_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0330_SP_SET: SET IN A ROCK LEDGE
 GQ0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0330+STABILITY: POSITION/ELEVATION WELL
 GQ0330
 GQ0330  HISTORY     - Date     Condition        Report By
 GQ0330  HISTORY     - 1933     MONUMENTED       USGS
 GQ0330  HISTORY     - 1953     POOR             USGS
 GQ0330
 GQ0330                          STATION DESCRIPTION
 GQ0330
 GQ0330'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0330'LOCATED 18 MI W. OF RYAN RANGER STATION, ABOUT 4 MI NE. OF MOUTH
 GQ0330'OF SLIDE CANYON.  ON SOUTH RIM OF SNAKE GULCH, ON HIGHEST PART OF
 GQ0330'PROMINENT RED SANDSTONE KNOLL AT END OF RIDGE (NORTH SIDE OF
 GQ0330'WILLOW CANYON).
 GQ0330'
 GQ0330'TO REACH FROM RYAN RANGER STATION, FOLLOW JUMPUP RANGER STATION
 GQ0330'RD. 5 MI TO FORKS AT SIGN READING TABLE ROCK.  FOLLOW TABLE ROCK
 GQ0330'RD. 3.7 MI TO FORKS AT SIGN READING SLIDE.  FOLLOW SLIDE RD. 1.3
 GQ0330'MI TO FORKS.  TAKE RD. TO RIGHT AND FOLLOW 5 MI W.  LEAVE RD. AND
 GQ0330'TURN N. CROSSING FIRST CANYON.  GO ABOUT 3 MI W. ALONG RIDGE N. OF
 GQ0330'THIS CANYON TO STATION.
 GQ0330'
 GQ0330'STATION MARK--1-INCH DRILL HOLE IN TOP OF FLAT SANDSTONE
 GQ0330'SURROUNDED BY TRIANGLE CUT IN ROCK.
 GQ0330'
 GQ0330'RM 1--STANDARD RM TABLET STAMPED---NO 1 RED KNOLL---, CEMENTED IN
 GQ0330'SANDSTONE LEDGE.
 GQ0330'
 GQ0330'RM 2--STANDARD RM TABLET STAMPED---NO 2 RED KNOLL---, CEMENTED IN
 GQ0330'SANDSTONE LEDGE.
 GQ0330
 GQ0330                          STATION RECOVERY (1953)
 GQ0330
 GQ0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0330'THE STATION IS ABOUT 17-1/2 MILES SOUTH OF FREDONIA AND 12
 GQ0330'MILES WEST OF RYAN (RANGER STATION).  IT IS ON THE SOUTHEAST
 GQ0330'RIM OF SNAKE GULCH, ABOUT 4 MILES NORTHEAST OF THE MOUTH OF
 GQ0330'SLIDE CANYON AND 1 MILE WEST OF THE ROAD LEADING TO BUCK HORN
 GQ0330'POINT.  IT IS ON THE SUMMIT OF A SMALL, RED SANDSTONE HILL THAT
 GQ0330'LIES AT THE END OF THE RIDGE THAT EXTENDS WEST ALONG THE NORTH
 GQ0330'SIDE OF WILLOW CANYON.
 GQ0330'
 GQ0330'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KNOLL,
 GQ0330'WHICH IS 0.98 FEET (0.300 METER) NORTH-NORTHEAST OF THIS
 GQ0330'STATION.  THE STATION MARK IS A 1-INCH DRILL HOLE SURROUNDED
 GQ0330'BY A TRIANGLE CUT IN THE ROCK.  THE TWO MARKS ARE IN THE
 GQ0330'SAME BOULDER, WHICH IS A FLAT SLAB OF SANDSTONE PROJECTING ABOUT
 GQ0330'6 INCHES ABOVE THE GROUND.  (THE STATION BOULDER IS SUBJECT
 GQ0330'TO MOVEMENT WHEN WALKED UPON.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1108 ***********************************************************************
 ES1108  DESIGNATION -  RED KNOLL RM 1
 ES1108  PID         -  ES1108
 ES1108  STATE/COUNTY-  AZ/NAVAJO
 ES1108  USGS QUAD   -  RED KNOLL (1970)
 ES1108
 ES1108                         *CURRENT SURVEY CONTROL
 ES1108  ___________________________________________________________________
 ES1108* NAD 83(1992)-  34 31 38.80645(N)    110 35 13.39316(W)     ADJUSTED  
 ES1108* NAVD 88     -      1994.2    (meters)    6543.     (feet)  VERTCON   
 ES1108  ___________________________________________________________________
 ES1108  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 ES1108  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1108  HORZ ORDER  -  SECOND
 ES1108
 ES1108.The horizontal coordinates were established by classical geodetic methods
 ES1108.and adjusted by the National Geodetic Survey in August 1993.
 ES1108
 ES1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1108
 ES1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1108
 ES1108.The geoid height was determined by GEOID03.
 ES1108
 ES1108;                    North         East     Units Scale Factor Converg.
 ES1108;SPC AZ E     -   391,236.360   174,768.059   MT  0.99991835   -0 14 17.8
 ES1108;SPC AZ E     - 1,283,583.86    573,386.02   iFT  0.99991835   -0 14 17.8
 ES1108;UTM  12      - 3,820,718.096   537,897.505   MT  0.99961770   +0 14 02.6
 ES1108
 ES1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1108!SPC AZ E     -   0.99969081  x   0.99991835  =   0.99960918
 ES1108!UTM  12      -   0.99969081  x   0.99961770  =   0.99930863
 ES1108
 ES1108                          SUPERSEDED SURVEY CONTROL
 ES1108
 ES1108  NAD 83(1986)-  34 31 38.80030(N)    110 35 13.39824(W) AD(       ) 2
 ES1108  NAD 27      -  34 31 38.67500(N)    110 35 10.94200(W) AD(       ) 2
 ES1108  NGVD 29 (07/19/86) 1993.3    (m)         6540.     (f) VERT ANG    3  
 ES1108
 ES1108.Superseded values are not recommended for survey control.
 ES1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1108.See file dsdata.txt to determine how the superseded data were derived.
 ES1108
 ES1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3789820718(NAD 83)
 ES1108_MARKER: DD = SURVEY DISK
 ES1108_SETTING: 0 = UNSPECIFIED SETTING
 ES1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1108
 ES1108  HISTORY     - Date     Condition        Report By
 ES1108  HISTORY     - 1936     MONUMENTED       USGS
 ES1108
 ES1108                          STATION DESCRIPTION
 ES1108
 ES1108'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 ES1108'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, ABOUT
 ES1108'3 FEET LOWER, AN UNSTAMPED U.S.G.S. DISK, SET IN TOP OF A CONCRETE
 ES1108'POST.
 ES1108'
 ES1108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 ES1108'AND 260 AT HOLBROOK, GO SOUTH ON THE HIGHWAY 260 FOR 0.9 MILE
 ES1108'AND BEAR RIGHT ON STATE HIGHWAY 77 AT JUNCTION, THENCE 2.2 MILES
 ES1108'AND BEAR RIGHT ON THE HEBER ROAD, THENCE SOUTHWEST FOR 44 MILES
 ES1108'TO THE STORE AT HEBER, THENCE SOUTH ON THE MAIN ROAD FOR 0.6
 ES1108'MILE AND KEEP RIGHT FORK AT SIGN HOLBROOK-YOUNG HIGHWAY, THENCE
 ES1108'1.1 MILES AND KEEP THE RIGHT FORK AT SIGN MORMON CROSSING,
 ES1108'THENCE 1.4 MILES AND TURN RIGHT ON TRACK ROAD, THENCE 0.1 MILE
 ES1108'AND TURN LEFT AT CROSSROADS ABOUT 100 YARDS BEFORE REACHING
 ES1108'THE BOLLER RANCH HOUSE, THENCE WEST ABOUT 50 YARDS AND TURN
 ES1108'RIGHT ON DIM TRACK ROAD, THENCE GENERALLY NORTH FOR 5.8 MILES,
 ES1108'TURN LEFT OFF THE ROAD AND GO WEST ACROSS COUNTRY FOR 0.2 MILE
 ES1108'TO THE BASE OF HILL.  STATION IS ON THE SUMMIT, ABOUT 100
 ES1108'YARDS UP THE GENTLE SLOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1106 ***********************************************************************
 ES1106  DESIGNATION -  RED KNOLL RM 2
 ES1106  PID         -  ES1106
 ES1106  STATE/COUNTY-  AZ/NAVAJO
 ES1106  USGS QUAD   -  RED KNOLL (1970)
 ES1106
 ES1106                         *CURRENT SURVEY CONTROL
 ES1106  ___________________________________________________________________
 ES1106* NAD 83(1992)-  34 31 38.43363(N)    110 35 13.07190(W)     ADJUSTED  
 ES1106* NAVD 88     -      1994.     (meters)    6542.     (feet)  VERTCON   
 ES1106  ___________________________________________________________________
 ES1106  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 ES1106  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ES1106  HORZ ORDER  -  SECOND
 ES1106
 ES1106.The horizontal coordinates were established by classical geodetic methods
 ES1106.and adjusted by the National Geodetic Survey in August 1993.
 ES1106
 ES1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1106
 ES1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1106
 ES1106.The geoid height was determined by GEOID03.
 ES1106
 ES1106;                    North         East     Units Scale Factor Converg.
 ES1106;SPC AZ E     -   391,224.839   174,776.203   MT  0.99991834   -0 14 17.6
 ES1106;SPC AZ E     - 1,283,546.06    573,412.74   iFT  0.99991834   -0 14 17.6
 ES1106;UTM  12      - 3,820,706.646   537,905.741   MT  0.99961771   +0 14 02.8
 ES1106
 ES1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1106!SPC AZ E     -   0.99969086  x   0.99991834  =   0.99960922
 ES1106!UTM  12      -   0.99969086  x   0.99961771  =   0.99930868
 ES1106
 ES1106                          SUPERSEDED SURVEY CONTROL
 ES1106
 ES1106  NAD 83(1986)-  34 31 38.42752(N)    110 35 13.07700(W) AD(       ) 2
 ES1106  NAD 27      -  34 31 38.30200(N)    110 35 10.62000(W) AD(       ) 2
 ES1106  NGVD 29 (07/19/86) 1993.     (m)         6539.     (f) VERT ANG    3  
 ES1106
 ES1106.Superseded values are not recommended for survey control.
 ES1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1106.See file dsdata.txt to determine how the superseded data were derived.
 ES1106
 ES1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3790620707(NAD 83)
 ES1106_MARKER: DD = SURVEY DISK
 ES1106_SETTING: 0 = UNSPECIFIED SETTING
 ES1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1106
 ES1106  HISTORY     - Date     Condition        Report By
 ES1106  HISTORY     - 1936     MONUMENTED       USGS
 ES1106
 ES1106                          STATION DESCRIPTION
 ES1106
 ES1106'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 ES1106'REFERENCE MARK NO. 2 IS EAST OF THE STATION, ON THE SECOND LEVEL
 ES1106'OF THE SUMMIT, ABOUT 5 FEET LOWER THAN THE STATION, AN UNSTAMPED
 ES1106'U.S.G.S. DISK SET IN TOP OF A CONCRETE POST.  THE REFERENCE
 ES1106'MARKS ARE ARBITRARILY DESIGNATED NO. 1 AND NO. 2.
 ES1106'
 ES1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 ES1106'AND 260 AT HOLBROOK, GO SOUTH ON THE HIGHWAY 260 FOR 0.9 MILE
 ES1106'AND BEAR RIGHT ON STATE HIGHWAY 77 AT JUNCTION, THENCE 2.2 MILES
 ES1106'AND BEAR RIGHT ON THE HEBER ROAD, THENCE SOUTHWEST FOR 44 MILES
 ES1106'TO THE STORE AT HEBER, THENCE SOUTH ON THE MAIN ROAD FOR 0.6
 ES1106'MILE AND KEEP RIGHT FORK AT SIGN HOLBROOK-YOUNG HIGHWAY, THENCE
 ES1106'1.1 MILES AND KEEP THE RIGHT FORK AT SIGN MORMON CROSSING,
 ES1106'THENCE 1.4 MILES AND TURN RIGHT ON TRACK ROAD, THENCE 0.1 MILE
 ES1106'AND TURN LEFT AT CROSSROADS ABOUT 100 YARDS BEFORE REACHING
 ES1106'THE BOLLER RANCH HOUSE, THENCE WEST ABOUT 50 YARDS AND TURN
 ES1106'RIGHT ON DIM TRACK ROAD, THENCE GENERALLY NORTH FOR 5.8 MILES,
 ES1106'TURN LEFT OFF THE ROAD AND GO WEST ACROSS COUNTRY FOR 0.2 MILE
 ES1106'TO THE BASE OF HILL.  STATION IS ON THE SUMMIT, ABOUT 100
 ES1106'YARDS UP THE GENTLE SLOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0464 ***********************************************************************
 CY0464  DESIGNATION -  RED RM 1
 CY0464  PID         -  CY0464
 CY0464  STATE/COUNTY-  AZ/COCHISE
 CY0464  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0464
 CY0464                         *CURRENT SURVEY CONTROL
 CY0464  ___________________________________________________________________
 CY0464* NAD 83(1986)-  32 08 54.     (N)    109 59 42.     (W)     SCALED    
 CY0464* NAVD 88     -      1354.670  (meters)    4444.45   (feet)  ADJUSTED  
 CY0464  ___________________________________________________________________
 CY0464  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY0464  DYNAMIC HT  -        1352.624 (meters)    4437.73  (feet)  COMP
 CY0464  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 CY0464
 CY0464  VERT ORDER  -  FIRST     CLASS II
 CY0464
 CY0464.The horizontal coordinates were scaled from a topographic map and have
 CY0464.an estimated accuracy of +/- 6 seconds.
 CY0464
 CY0464.The orthometric height was determined by differential leveling
 CY0464.and adjusted in June 1991.
 CY0464
 CY0464.The geoid height was determined by GEOID03.
 CY0464
 CY0464.The dynamic height is computed by dividing the NAVD 88
 CY0464.geopotential number by the normal gravity value computed on the
 CY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0464.degrees latitude (g = 980.6199 gals.).
 CY0464
 CY0464.The modeled gravity was interpolated from observed gravity values.
 CY0464
 CY0464;                    North         East    Units  Estimated Accuracy
 CY0464;SPC AZ E     -   127,330.      229,550.      MT  (+/- 180 meters Scaled)
 CY0464
 CY0464                          SUPERSEDED SURVEY CONTROL
 CY0464
 CY0464  NGVD 29 (??/??/92) 1353.821  (m)         4441.66   (f) ADJ UNCH    1 2
 CY0464
 CY0464.Superseded values are not recommended for survey control.
 CY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0464.See file dsdata.txt to determine how the superseded data were derived.
 CY0464
 CY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA947573(NAD 83)
 CY0464_MARKER: DR = REFERENCE MARK DISK
 CY0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0464_STAMPING: RED NO 1 1960
 CY0464_PROJECTION: PROJECTING 4 CENTIMETERS
 CY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0464+STABILITY: SURFACE MOTION
 CY0464
 CY0464  HISTORY     - Date     Condition        Report By
 CY0464  HISTORY     - 1960     MONUMENTED       CGS
 CY0464  HISTORY     - 1979     GOOD             NGS
 CY0464
 CY0464                          STATION DESCRIPTION
 CY0464
 CY0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0464'12.0 MI SW FROM WILLCOX.
 CY0464'11.9 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 86 AND 186 AT
 CY0464'WILLCOX, ARIZONA, ON STATE HIGHWAY 86, 29 FEET NORTHEAST OF
 CY0464'TRIANGULATION STATION RED, 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE, SET IN
 CY0464'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 CY0464
 CY0464                          STATION RECOVERY (1979)
 CY0464
 CY0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0464'38.6 KILOMETERS (24.0 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0464'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 31.5 METERS (103 FEET)
 CY0464'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 8.9 METERS (29.1
 CY0464'FEET) NORTHEAST OF STATION RED AND 0.4 METER (1.5 FEET) SOUTHEAST
 CY0464'OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 CY0464'THE MARK IS 8.4 METERS  NE FROM A WITNESS POST.
 CY0464'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0462 ***********************************************************************
 CY0462  DESIGNATION -  RED RM 2
 CY0462  PID         -  CY0462
 CY0462  STATE/COUNTY-  AZ/COCHISE
 CY0462  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0462
 CY0462                         *CURRENT SURVEY CONTROL
 CY0462  ___________________________________________________________________
 CY0462* NAD 83(1986)-  32 08 54.     (N)    109 59 42.     (W)     SCALED    
 CY0462* NAVD 88     -      1355.131  (meters)    4445.96   (feet)  ADJUSTED  
 CY0462  ___________________________________________________________________
 CY0462  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY0462  DYNAMIC HT  -        1353.084 (meters)    4439.24  (feet)  COMP
 CY0462  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 CY0462
 CY0462  VERT ORDER  -  FIRST     CLASS II
 CY0462
 CY0462.The horizontal coordinates were scaled from a topographic map and have
 CY0462.an estimated accuracy of +/- 6 seconds.
 CY0462
 CY0462.The orthometric height was determined by differential leveling
 CY0462.and adjusted in June 1991.
 CY0462
 CY0462.The geoid height was determined by GEOID03.
 CY0462
 CY0462.The dynamic height is computed by dividing the NAVD 88
 CY0462.geopotential number by the normal gravity value computed on the
 CY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0462.degrees latitude (g = 980.6199 gals.).
 CY0462
 CY0462.The modeled gravity was interpolated from observed gravity values.
 CY0462
 CY0462;                    North         East    Units  Estimated Accuracy
 CY0462;SPC AZ E     -   127,330.      229,550.      MT  (+/- 180 meters Scaled)
 CY0462
 CY0462                          SUPERSEDED SURVEY CONTROL
 CY0462
 CY0462  NGVD 29 (??/??/92) 1354.281  (m)         4443.17   (f) ADJ UNCH    1 2
 CY0462
 CY0462.Superseded values are not recommended for survey control.
 CY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0462.See file dsdata.txt to determine how the superseded data were derived.
 CY0462
 CY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA947573(NAD 83)
 CY0462_MARKER: DR = REFERENCE MARK DISK
 CY0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0462_STAMPING: RED NO 2 1960
 CY0462_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0462+STABILITY: SURFACE MOTION
 CY0462
 CY0462  HISTORY     - Date     Condition        Report By
 CY0462  HISTORY     - 1960     MONUMENTED       CGS
 CY0462  HISTORY     - 1979     GOOD             NGS
 CY0462
 CY0462                          STATION DESCRIPTION
 CY0462
 CY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0462'12.0 MI SW FROM WILLCOX.
 CY0462'11.9 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 86 AND 186 AT
 CY0462'WILLCOX, ARIZONA, ON STATE HIGHWAY 86 AND INTERSTATE HIGHWAY 19, 3.3
 CY0462'MILES WEST OF U. S. HIGHWAY 666 OVERPASS, 31.5 FEET SOUTH OF
 CY0462'TRIANGULATION STATION RED, 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE, SET IN
 CY0462'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CY0462
 CY0462                          STATION RECOVERY (1979)
 CY0462
 CY0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0462'38.6 KILOMETERS (24.0 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0462'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 31.4 METERS (103 FEET)
 CY0462'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 9.6 METERS
 CY0462'(31.6 FEET) SOUTHWEST OF STATION RED AND 0.6 METER (2 FEET) SOUTHEAST
 CY0462'OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 CY0462'THE MARK IS 9.6 METERS  SW FROM A WITNESS POST.
 CY0462'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1924 ***********************************************************************
 CZ1924  DESIGNATION -  RED ROCK
 CZ1924  PID         -  CZ1924
 CZ1924  STATE/COUNTY-  AZ/PINAL
 CZ1924  USGS QUAD   -  DESERT PEAK (1988)
 CZ1924
 CZ1924                         *CURRENT SURVEY CONTROL
 CZ1924  ___________________________________________________________________
 CZ1924* NAD 83(1992)-  32 35 40.18409(N)    111 14 46.48218(W)     ADJUSTED  
 CZ1924* NAVD 88     -       795.     (meters)    2608.     (feet)  SCALED    
 CZ1924  ___________________________________________________________________
 CZ1924  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 CZ1924  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1924  HORZ ORDER  -  FIRST
 CZ1924
 CZ1924.The horizontal coordinates were established by classical geodetic methods
 CZ1924.and adjusted by the National Geodetic Survey in August 1993.
 CZ1924
 CZ1924.The orthometric height was scaled from a topographic map.
 CZ1924
 CZ1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1924
 CZ1924.The geoid height was determined by GEOID03.
 CZ1924
 CZ1924;                    North         East     Units Scale Factor Converg.
 CZ1924;SPC AZ C     -   176,983.596   276,292.397   MT  0.99994882   +0 21 40.2
 CZ1924;SPC AZ C     -   580,654.84    906,471.12   iFT  0.99994882   +0 21 40.2
 CZ1924;UTM  12      - 3,606,360.894   476,892.135   MT  0.99960658   -0 07 57.5
 CZ1924
 CZ1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1924!SPC AZ C     -   0.99987973  x   0.99994882  =   0.99982856
 CZ1924!UTM  12      -   0.99987973  x   0.99960658  =   0.99948636
 CZ1924
 CZ1924|---------------------------------------------------------------------|
 CZ1924| PID    Reference Object                     Distance      Geod. Az  |
 CZ1924|                                                           dddmmss.s |
 CZ1924| CH6184 RED ROCK RM 1                        11.513 METERS 00509     |
 CZ1924| CZ1965 AIRWAY BEACON 8                     APPROX.24.7 KM 1572713.1 |
 CZ1924| CH6185 RED ROCK RM 2                        26.001 METERS 16230     |
 CZ1924| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX. 6.7 KM 2271433.2 |
 CZ1924| CZ1930 AIRWAY BEACON W OF AIRPORT 38       APPROX.14.3 KM 2573613.0 |
 CZ1924| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX.15.2 KM 2871949.1 |
 CZ1924|---------------------------------------------------------------------|
 CZ1924
 CZ1924                          SUPERSEDED SURVEY CONTROL
 CZ1924
 CZ1924  NAD 83(1986)-  32 35 40.17889(N)    111 14 46.48140(W) AD(       ) 1
 CZ1924  NAD 27      -  32 35 39.93500(N)    111 14 44.09900(W) AD(       ) 1
 CZ1924
 CZ1924.Superseded values are not recommended for survey control.
 CZ1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1924.See file dsdata.txt to determine how the superseded data were derived.
 CZ1924
 CZ1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7689206361(NAD 83)
 CZ1924_MARKER: DS = TRIANGULATION STATION DISK
 CZ1924_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1924+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2008
 CZ1924
 CZ1924  HISTORY     - Date     Condition        Report By
 CZ1924  HISTORY     - 1935     MONUMENTED       CGS
 CZ1924  HISTORY     - 1960     GOOD             CGS
 CZ1924  HISTORY     - 1962     GOOD             CGS
 CZ1924  HISTORY     - 20080518 GOOD             GEOCAC
 CZ1924
 CZ1924                          STATION DESCRIPTION
 CZ1924
 CZ1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1924'ABOUT 6 MILES, AIR LINE, EAST-NORTHEAST OF RED ROCK, ON
 CZ1924'THE HIGHEST AND MOST SOUTHERN POINT OF THE LOW RIDGE THAT STANDS
 CZ1924'ALONE.  MARKED BY A STANDARD BRONZE DISK.
 CZ1924'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK,
 CZ1924'IS 11.532 METERS (37.83 FEET) FROM STATION.
 CZ1924'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK,
 CZ1924'IS 26.110 METERS (85.66 FEET FROM STATION.
 CZ1924'NAIL IN STAKE AT CENTER OF A SIGNAL IS 1.722
 CZ1924'METERS (5.65 FEET) FROM STATION.
 CZ1924
 CZ1924                          STATION RECOVERY (1960)
 CZ1924
 CZ1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1924'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 CZ1924'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 CZ1924'IN THE HORIZONTAL MEASUREMENT TO REFERENCE MARK NO. 2 WAS
 CZ1924'FOUND.  ROADS HAVE CHANGED, A NEW AND COMPLETE DESCRIPTION
 CZ1924'FOLLOWS.
 CZ1924'
 CZ1924'THE STATION IS ABOUT 6 MILES EAST OF THE RED ROCK RAILROAD
 CZ1924'DEPOT, WHICH IS ABOUT 10-1/2 MILES NORTHWEST OF MARANA.
 CZ1924'
 CZ1924'TO REACH THE STATION FROM THE RED ROCK RAILROAD DEPOT GO
 CZ1924'NORTHWEST ON THE OLD HIGHWAY FOR 1.0 MILE TO A SIDE ROAD RIGHT,
 CZ1924'TURN RIGHT AND GO NORTHEAST ON THE GRAVELED ROAD FOR 0.8 MILE
 CZ1924'TO A FORK, TAKE RIGHT FORK, STRAIGHT AHEAD FOR 1.0 MILE TO
 CZ1924'A FORK.  HERE TAKE RIGHT FORK AND GO EAST ON THE GRAVELED
 CZ1924'ROAD FOR 3.3 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 CZ1924'CONTINUE EAST FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 CZ1924'LEAVING THE MAIN TRAVELED ROAD AND FOLLOW THE DIRT ROAD
 CZ1924'SOUTHWEST FOR 0.3 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTH
 CZ1924'FOR 0.4 MILE TO A FORK, JUST BEFORE REACHING A DWELLING,
 CZ1924'TURN LEFT AND GO EAST FOR 0.3 MILE TO A FORK, TAKE THE RIGHT
 CZ1924'FORK, SOUTH FOR 0.4 MILE TO AN EARTH TANK.  CONTINUE
 CZ1924'SOUTH ON THE TRACK ROAD FOR 0.15 MILE, HERE LEAVE THE
 CZ1924'TRACK ROAD AND GO CROSS-COUNTRY FOR 0.15 MILE TO THE END OF TRUCK
 CZ1924'TRAVEL.  FROM HERE PACK SOUTHWEST TO THE SUMMIT OF THE
 CZ1924'RIDGE AND THE STATION.  LENGTH OF PACK IS 1/2 HOUR.
 CZ1924'
 CZ1924'THE STATION MARK, STAMPED RED ROCK 1935, IS A STANDARD DISK
 CZ1924'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 18 FEET
 CZ1924'SOUTH OF A CAIRN.
 CZ1924'
 CZ1924'REFERENCE MARK NO. 1, STAMPED RED ROCK NO 1 1935, IS A STANDARD
 CZ1924'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 20 FEET NORTH
 CZ1924'OF A CAIRN.
 CZ1924'
 CZ1924'REFERENCE MARK NO. 2, STAMPED RED ROCK NO 2 1935, IS A
 CZ1924'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 CZ1924'1 FOOT WEST OF A CAIRN AND 12 FEET BELOW STATION ELEVATION.
 CZ1924
 CZ1924                          STATION RECOVERY (1962)
 CZ1924
 CZ1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1924'THE STATION WAS RECOVERED WITH ALL MARKS UNDISTURBED AND
 CZ1924'IN GOOD CONDITION.  BECAUSE OF FURTHER ROAD CHANGES A COMPLETE
 CZ1924'DESCRIPTION FOLLOWS--
 CZ1924'
 CZ1924'THE STATION IS LOCATED ABOUT 19 MILES WEST OF ORACLE JUNCTION,
 CZ1924'14-1/2 MILES NORTH-NORTHWEST OF RILLITO, AND 6 MILES EAST OF
 CZ1924'RED ROCK, ON THE SOUTH END AND SLIGHTLY LOWER POINT OF A
 CZ1924'LONE NORTH-SOUTH RIDGE.  THE RIDGE IS THE ONLY ONE IN A FIVE
 CZ1924'MILE RADIUS AND HAS THREE HUMPS ON IT.
 CZ1924'
 CZ1924'TO REACH THE STATION FROM THE RED ROCK OVERPASS ON U.S. INTERSTATE
 CZ1924'HIGHWAY 10, GO NORTHWEST ON THE EAST ACCESS ROAD FOR 1.6
 CZ1924'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, CROSS THE
 CZ1924'RAILROAD TRACKS, AND GO EAST ON A GRADED DIRT ROAD FOR 0.7
 CZ1924'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD
 CZ1924'1.0 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD ON THE
 CZ1924'MOST-TRAVELED ROAD 3.2 MILES TO A CATTLE GUARD.  CROSS THE
 CZ1924'CATTLE GUARD AND PROCEED EAST 1.0 MILE TO A CROSS ROAD.  TURN
 CZ1924'RIGHT AND GO SOUTH 0.25 MILE TO A FORK.  TAKE THE LEFT FORK
 CZ1924'AND CONTINUE 0.2 MILE TO A TRACK ROAD ON THE LEFT. TURN LEFT
 CZ1924'AND GO 0.3 MILE TO A GATE IN AN EAST-WEST FENCE.  PASS
 CZ1924'THROUGH THE GATE AND CONTINUE SOUTH 0.15 MILE.  AT THIS POINT
 CZ1924'TURN RIGHT, LEAVING THE TRACK ROAD, AND GO WEST ABOUT
 CZ1924'0.25 MILE TO THE FOOT OF THE HILL AND THE END OF TRUCK TRAVEL.
 CZ1924'PACK WEST FOR ABOUT 30 MINUTES TO THE TOP OF THE RIDGE AND
 CZ1924'THE STATION.
 CZ1924'
 CZ1924'THE STATION MARK, A STANDARD DISK STAMPED REDROCK 1935 CEMENTED
 CZ1924'IN A DRILL HOLE IN A BURIED BOULDER 15 INCHES LONG AND
 CZ1924'6 INCHES WIDE, PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 CZ1924'
 CZ1924'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED REDROCK
 CZ1924'NO 1 1935 CEMENTED IN A BEDROCK OUTCROP 2 FEET LONG AND 1 FOOT
 CZ1924'WIDE PROJECTING ABOUT 1 FOOT ABOVE GROUND, IS AT THE SAME
 CZ1924'ELEVATION AS THE STATION.
 CZ1924'
 CZ1924'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED REDROCK NO
 CZ1924'2 1935 CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP WITH 2
 CZ1924'FEET BY 1 FOOT EXPOSED, PROJECTS 12 INCHES ABOVE GROUND
 CZ1924'ON THE WEST SIDE ONLY.  IT IS ABOUT 10 FEET LOWER THAN STATION
 CZ1924'ELEVATION ON THE WEST SLOPE OF THE SOUTH SIDE OF THE RIDGE
 CZ1924'3 FEET BELOW THE TOP AND 2 FEET WEST OF A 15-INCH CAIRN.
 CZ1924'A SLOPE MEASUREMENT WAS MADE AND CONVERTED TO THE HORIZONTAL
 CZ1924'DISTANCE ABOVE.
 CZ1924
 CZ1924                          STATION RECOVERY (2008)
 CZ1924
 CZ1924'RECOVERY NOTE BY GEOCACHING 2008 (DJH)
 CZ1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0967 ***********************************************************************
 FR0967  DESIGNATION -  RED TANKS
 FR0967  PID         -  FR0967
 FR0967  STATE/COUNTY-  AZ/MOHAVE
 FR0967  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0967
 FR0967                         *CURRENT SURVEY CONTROL
 FR0967  ___________________________________________________________________
 FR0967* NAD 83(1992)-  35 11 56.17719(N)    113 40 35.70871(W)     ADJUSTED  
 FR0967* NAVD 88     -      1423.8    (meters)    4671.     (feet)  VERTCON   
 FR0967  ___________________________________________________________________
 FR0967  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 FR0967  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FR0967  HORZ ORDER  -  SECOND
 FR0967
 FR0967.The horizontal coordinates were established by classical geodetic methods
 FR0967.and adjusted by the National Geodetic Survey in August 1993.
 FR0967
 FR0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0967
 FR0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0967
 FR0967.The geoid height was determined by GEOID03.
 FR0967
 FR0967;                    North         East     Units Scale Factor Converg.
 FR0967;SPC AZ W     -   465,660.672   220,045.146   MT  0.99993388   +0 02 32.3
 FR0967;SPC AZ W     - 1,527,758.11    721,932.89   iFT  0.99993388   +0 02 32.3
 FR0967;UTM  12      - 3,898,387.159   256,319.747   MT  1.00033186   -1 32 36.9
 FR0967
 FR0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0967!SPC AZ W     -   0.99978090  x   0.99993388  =   0.99971479
 FR0967!UTM  12      -   0.99978090  x   1.00033186  =   1.00011268
 FR0967
 FR0967|---------------------------------------------------------------------|
 FR0967| PID    Reference Object                     Distance      Geod. Az  |
 FR0967|                                                           dddmmss.s |
 FR0967| CH3169 RED TANKS RM 2                       11.755 METERS 06326     |
 FR0967| CH3167 RED TANKS AZ MK                                    1203718.1 |
 FR0967| CH3168 RED TANKS RM 1                        6.800 METERS 14620     |
 FR0967|---------------------------------------------------------------------|
 FR0967
 FR0967                          SUPERSEDED SURVEY CONTROL
 FR0967
 FR0967  NAD 83(1986)-  35 11 56.17752(N)    113 40 35.71154(W) AD(       ) 2
 FR0967  NAD 27      -  35 11 56.16500(N)    113 40 32.91200(W) AD(       ) 2
 FR0967  NGVD 29 (07/19/86) 1423.0    (m)         4669.     (f) VERT ANG    3  
 FR0967
 FR0967.Superseded values are not recommended for survey control.
 FR0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0967.See file dsdata.txt to determine how the superseded data were derived.
 FR0967
 FR0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5632098387(NAD 83)
 FR0967_MARKER: DS = TRIANGULATION STATION DISK
 FR0967_SETTING: 66 = SET IN ROCK OUTCROP
 FR0967_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FR0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0967+STABILITY: POSITION/ELEVATION WELL
 FR0967
 FR0967  HISTORY     - Date     Condition        Report By
 FR0967  HISTORY     - 1948     MONUMENTED       CGS
 FR0967  HISTORY     - 1961     GOOD             CGS
 FR0967  HISTORY     - 1979     GOOD             AZDT
 FR0967  HISTORY     - 1981     GOOD             AZDT
 FR0967  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 FR0967
 FR0967                          STATION DESCRIPTION
 FR0967
 FR0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0967'THE STATION IS ON THE WESTERN EDGE AND HIGHEST PART OF THE
 FR0967'MIDDLE ONE OF THREE PROMINENT MESA-LIKE, ROCK-STREWN MOUNTAINS JUST
 FR0967'NORTH OF ROUND VALLEY.  THE MOUNTAIN IS VERY STEEP ON THE WEST
 FR0967'AND SOUTHWEST SIDES AND SLOPES GRADUALLY TO THE WEST AND
 FR0967'NORTHEAST.  IT IS 21 MILES, AIRLINE, EAST OF KINGMAN AND 16 MILES
 FR0967'SOUTH-SOUTHWEST OF HACKBERRY.  THIS IS THE HIGHEST
 FR0967'POINT IN THE VICINITY.
 FR0967'
 FR0967'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0967'IN THE TOP OF A 18 BY 14 INCH BOULDER, PROJCTING 6 INCHES
 FR0967'ABOVE THE SURFACE OF THE GROUND, IS STAMPED RED TANKS 1947.
 FR0967'
 FR0967'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 FR0967'HOLE IN THE TOP OF A 2 BY 3 FT. MASS OF OUTCROPPING BEDROCK,
 FR0967'PROJECTING 10 INCHES ABOVE THE SURFACE OF THE GROUND, IS STAMPED
 FR0967'RED TANKS NO 1 1947.  IT IS APPROXIMATELY THE SAME ELEVATION
 FR0967'AS THE STATION MARK.
 FR0967'
 FR0967'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0967'IN THE TOP OF A 4 BY 4 FT. MASS OF OUTCROPPING BEDROCK, PROJECTING
 FR0967'8 INCHES, IS STAMPED RED TANKS NO 2 1947.  IT IS APPROXIMATELY
 FR0967'THE SAME ELEVATION AS THE STATION MARK.
 FR0967'
 FR0967'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FR0967'IN THE TOP OF AN IRREGULAR MASS OF OUTCROPPING BEDROCK WHICH
 FR0967'IS 10 FEET IN DIAMETER, PROJECTING 3 FT. ON THE SOUTH SIDE AND
 FR0967'FLUSH WITH THE SURROUNDING SURFACE ON THE OTHER THREE SIDES,
 FR0967'IS ON THE WESTERN SLOPE OF THE FIRST RIDGE TO THE EAST, 10
 FR0967'FEET SOUTH OF A ROCK CAIRN AND IS STAMPED RED TANKS 1947.
 FR0967'
 FR0967'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN GO
 FR0967'NORTHEAST ON U.S. HIGHWAY NO. 6 FOR 1.8 MILES TO CROSSROADS.
 FR0967'TURN RIGHT ACROSS RAILROAD TRACKS ONTO A DIRT ROAD AND GO
 FR0967'0.3 MILE TO A FORK AND SIGN SANDY ROUTE.  TAKE THE LEFT HAND
 FR0967'ROAD STRAIGHT AHEAD FOR 3.3 MILES TO A FORK.  TAKE THE LEFT
 FR0967'MAIN TRAVELED ROAD AND GO 1.4 MILES TO A FORK.  TAKE THE LEFT
 FR0967'ROAD, AND GO 3.2 MILES TO A FORK.  KEEP THE LEFT MAIN TRAVELED
 FR0967'ROAD AND GO 5.4 MILES TO CROSSROADS.  KEEP STRAIGHT AHEAD
 FR0967'FOR 0.2 MILE TO A FORK.  TAKE THE LEFT HAND ROAD FOR 10.5
 FR0967'MILES TO THE JUNCTION WITH THE KINGMAN-HACKBERRY ROAD.  TURN
 FR0967'LEFT, NORTH, AND GO TOWARD HACKBERRY FOR 10.2 MILES TO A
 FR0967'TRACK ROAD LEFT.  TURN BACK SHARP ONTO THE TRACK ROAD AND
 FR0967'GO 1.5 MILES TO AN OLD ABANDONED RANCH.  FROM HERE THE
 FR0967'STATION HILL CAN BE SEEN 1-1/2 MILES TO THE SOUTHWEST ON A
 FR0967'FLAT HIGH MESA.  PASS THROUGH THE GATE AT THE SOUTHWEST
 FR0967'CORNER OF AN OLD HOUSE THENCE BEAR RIGHT, SOUTHWEST ON A
 FR0967'VERY DIM TRACK ROAD ALONG A LOW RIDGE 1.0 MILE TO THE
 FR0967'NORTHWEST BASE OF THE STATION HILL AND THE END OF TRUCK
 FR0967'TRAVEL.  PACK SOUTHWEST UP THE SLOPE TO THE TOP OF THE MESA
 FR0967'THEN WESTERLY ALONG THE TOP TO THE HIGHEST POINT AND
 FR0967'STATION.  20 MINUTE PACK.
 FR0967
 FR0967                          STATION RECOVERY (1961)
 FR0967
 FR0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0967'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FR0967'TO BE IN GOOD CONDITION.  THE DISTANCE TO ALL MARKS CHECKED.
 FR0967'A SLIGHT DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 FR0967'MARKS AND A SECOND SET OF OBSERVATIONS WERE TAKEN AND THE
 FR0967'RESULTS MEANED.  THE ORIGINAL 1948 DESCRIPTION IS ADEQUATE.
 FR0967'A NEW TO REACH FOLLOWS--
 FR0967'
 FR0967'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0967'93 IN THE NORTHEAST END OF KINGMAN, GO SOUTHEASTERLY ON STATE
 FR0967'ROUTE 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE STRAIGHT
 FR0967'ON STATE ROUTE 93 FOR 1.4 MILES TO A FORK, KEEP LEFT STRAIGHT
 FR0967'AHEAD FOR 0.1 MILE TO CROSSROAD AND SIGN HACKBERRY, TURN LEFT
 FR0967'AND GO NORTH ON BLADED ROAD FOR 4.85 MILES TO A SIDE ROAD
 FR0967'RIGHT AND SIGN SILVER SPRINGS SUBDIVISION, CONTINUE NORTHERLY
 FR0967'ON HACKBERRY ROAD FOR 4.1 MILES TO A TRACK ROAD LEFT IN A
 FR0967'SMALL DRAW, TURN LEFT AND GO SOUTHWEST ON TRACK ROAD FOR 0.4
 FR0967'MILE TO A TANK AND CORRELS ON LEFT, BEAR RIGHT AND GO
 FR0967'WESTERLY UP SMALL GRADE FOLLOWING TRACK ROAD FOR 1.1 MILES TO
 FR0967'AN ABANDONED RANCH AND WINDMILL ON LEFT, TURN LEFT AND
 FR0967'GO SOUTH ABOUT 200 FEET TO A GATE, (GATE IS JUST SOUTHWEST
 FR0967'OF THE REMAINS OF HOUSE AND IS ABOUT WEST OF THE
 FR0967'WINDMILL), PASS THROUGH GATE AND FOLLOW TRACK ROAD
 FR0967'WEST-SOUTHWESTERLY FOR 0.2 MILE, (THIS IS END OF TRACK ROAD
 FR0967'AND TRAVEL FOR 2-WHEEL DRIVE), CONTINUE SOUTHWESTERLY ALONG
 FR0967'RIDGE FOR 1.0 MILE TO FOOT OF OVAL TOPPED MESA, (END OF TRUCK
 FR0967'TRAVEL FOR 4-WHEEL DRIVE), FROM THIS POINT PACK
 FR0967'SOUTHWESTERLY UP STEEP HILL TO TOP OF HILL, THENCE RIGHT WESTERLY
 FR0967'TO STATION ON WEST PART OF HILL.  (THIS IS ABOUT A 20 MINUTE
 FR0967'PACK).
 FR0967'
 FR0967'NOTE--AT THE AZIMUTH MARK A FENCE IS NOW BUILT AND THE AZIMUTH
 FR0967'MARK IS 41.8 FEET NORTH OF THE FENCE.
 FR0967'
 FR0967'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FR0967
 FR0967                          STATION RECOVERY (1979)
 FR0967
 FR0967'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 FR0967'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 FR0967'CONDITION, THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE STATION WAS NOT
 FR0967'OCCUPIED FOR ANGLES AND DISTANCES.  A NEW ROUTE TO THE STATION FOLLOWS
 FR0967'
 FR0967'TO REACH THE STATION FROM THE JUNCTION OF I40 AND U.S. 93 WHICH IS 20
 FR0967'MILES EAST OF KINGMAN, TRAVEL SOUTH ON U.S. 93 FOR 4.5 MILES TO
 FR0967'HACKBERRY ROAD ON THE LEFT.  TURN LEFT AND KEEP LEFT FOR 0.1 MILE TO
 FR0967'SIGN HACKBERRY, CONTINUE ON HACKBERRY ROAD FOR 8.9 MILES TO A TRACK
 FR0967'ROAD LEFT IN A SMALL DRAW.  TURN LEFT AND GO SOUTHWEST ON TRACK ROAD
 FR0967'FOR 0.4 MILES TO A TANK AND CORRALS ON LEFT. BEAR RIGHT WEST UP A
 FR0967'SMALL GRADE FOR 1.1 MILES TO AN ABANDONED RANCH AND WINDMILL ON THE
 FR0967'LEFT.  TURN LEFT AND GO SOUTH FOR 200 FEET TO A GATE, PASS THROUGH AND
 FR0967'FOLLOW DIM ROAD WEST FOR 0.2 MILE TO END OF TRUCK TRAVEL FOR 2-WHEEL
 FR0967'DRIVE VEHICLES CONTINUE SOUTHWEST FOR 1.0 MILE TO FOOT OF OVAL TOPPED
 FR0967'MESA AND END OF TRUCK TRAVEL.  PACK SOUTHWEST UP STEEP HILL TO THE TOP
 FR0967'THEN BEAR RIGHT AND PACK WEST TO HIGHEST PART AND STATION.
 FR0967
 FR0967                          STATION RECOVERY (1981)
 FR0967
 FR0967'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FR0967'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, NO
 FR0967'NOTES WERE MADE CONCERNING THE AZIMUTH MARK.  A NEW ROUTE TO THE
 FR0967'STATION FOLLOWS.
 FR0967'
 FR0967'TO REACH THE STATION FROM KINGMAN TRAVEL EAST ALONG I 40 TO THE
 FR0967'JUNCTION OF US HIGHWAY 93.  TRAVEL SOUTH ALONG US 93 FOR 4.5 MILES TO
 FR0967'HACKBERRY ROAD ON THE LEFT.  TURN LEFT ON HACKBERRY ROAD FOR 9.0 MILES
 FR0967'TO A TRACK ROAD LEFT IN A SMALL DRAW.  TURN LEFT AND TRAVEL SOUTHWEST
 FR0967'FOR 0.4 MILE TO A TANK AND CORRAL ON THE LEFT, BEAR RIGHT AND GO WEST
 FR0967'UP A SMALL GRADE ON TRACK ROAD FOR 1.1 MILES TO AN ABANDONED RANCH AND
 FR0967'WINDMILL ON THE LEFT.  TURN LEFT AND GO SOUTH ABOUT 200 FEET TO A GATE
 FR0967'PASS THROUGH GATE AND FOLLOW DIM ROAD SOUTHWEST FOR 0.2 MILE TO END OF
 FR0967'ROAD, CONTINUE SOUTHWEST ALONG RIDGE FOR 1.0 MILE TO FOOT OF OVAL TOP
 FR0967'MESA AND END OF TRUCK TRAVEL.  PACK SOUTHWEST UP STEEP HILL TO TOP OF
 FR0967'HILL, BEAR RIGHT , WEST TO THE STATION.
 FR0967
 FR0967                          STATION RECOVERY (2004)
 FR0967
 FR0967'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 FR0967'ARIZONA HIGHWAYS DEPARTMENT IS THE INFORMATION ON THE CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1803 ***********************************************************************
 CZ1803  DESIGNATION -  REDFIELD
 CZ1803  PID         -  CZ1803
 CZ1803  STATE/COUNTY-  AZ/COCHISE
 CZ1803  USGS QUAD   -  REDINGTON (1981)
 CZ1803
 CZ1803                         *CURRENT SURVEY CONTROL
 CZ1803  ___________________________________________________________________
 CZ1803* NAD 83(1992)-  32 23 17.41944(N)    110 26 39.82623(W)     ADJUSTED  
 CZ1803* NAVD 88     -       953.4    (meters)    3128.     (feet)  VERTCON   
 CZ1803  ___________________________________________________________________
 CZ1803  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CZ1803  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CZ1803  HORZ ORDER  -  FIRST
 CZ1803
 CZ1803.The horizontal coordinates were established by classical geodetic methods
 CZ1803.and adjusted by the National Geodetic Survey in August 1993.
 CZ1803
 CZ1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1803
 CZ1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1803
 CZ1803.The geoid height was determined by GEOID03.
 CZ1803
 CZ1803;                    North         East     Units Scale Factor Converg.
 CZ1803;SPC AZ E     -   153,941.125   187,230.201   MT  0.99990842   -0 08 55.6
 CZ1803;SPC AZ E     -   505,056.18    614,272.31   iFT  0.99990842   -0 08 55.6
 CZ1803;SPC AZ C     -   154,860.652   351,882.858   MT  1.00013656   +0 47 19.5
 CZ1803;SPC AZ C     -   508,073.01  1,154,471.32   iFT  1.00013656   +0 47 19.5
 CZ1803;UTM  12      - 3,583,598.682   552,257.802   MT  0.99963368   +0 17 51.4
 CZ1803
 CZ1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1803!SPC AZ E     -   0.99985471  x   0.99990842  =   0.99976314
 CZ1803!SPC AZ C     -   0.99985471  x   1.00013656  =   0.99999125
 CZ1803!UTM  12      -   0.99985471  x   0.99963368  =   0.99948844
 CZ1803
 CZ1803|---------------------------------------------------------------------|
 CZ1803| PID    Reference Object                     Distance      Geod. Az  |
 CZ1803|                                                           dddmmss.s |
 CZ1803| CC8092 REDFIELD RM 1                         7.579 METERS 11456     |
 CZ1803| CC8093 REDFIELD RM 2                         7.426 METERS 22456     |
 CZ1803| CC8091 REDFIELD AZ MK                                     2701607.8 |
 CZ1803|---------------------------------------------------------------------|
 CZ1803
 CZ1803                          SUPERSEDED SURVEY CONTROL
 CZ1803
 CZ1803  NAD 83(1986)-  32 23 17.41599(N)    110 26 39.82202(W) AD(       ) 1
 CZ1803  NAD 27      -  32 23 17.15600(N)    110 26 37.52900(W) AD(       ) 1
 CZ1803  NGVD 29 (07/19/86)  952.7    (m)         3126.     (f) VERT ANG    3  
 CZ1803
 CZ1803.Superseded values are not recommended for survey control.
 CZ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1803.See file dsdata.txt to determine how the superseded data were derived.
 CZ1803
 CZ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5225883599(NAD 83)
 CZ1803_MARKER: DS = TRIANGULATION STATION DISK
 CZ1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1803
 CZ1803  HISTORY     - Date     Condition        Report By
 CZ1803  HISTORY     - 1947     MONUMENTED       CGS
 CZ1803
 CZ1803                          STATION DESCRIPTION
 CZ1803
 CZ1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1803'STATION LOCATED ABOUT 29-1/2 MILES AIRLINE NORTH-NORTHWEST OF
 CZ1803'BENSON, 4 MILES AIRLINE SOUTHEAST OF REDINGTON, ON THE EAST SIDE
 CZ1803'OF THE SAN PEDRO RIVER, ON A KNOLL JUST WEST OF THE
 CZ1803'BENSON - REDINGTON ROAD, 6 FEET NORTHWEST OF WHITE WITNESS POST,
 CZ1803'PROJECTS 2 INCHES, AND STAMPED--REDFIELD 1947.
 CZ1803'
 CZ1803'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 CZ1803'STATION, PROJECTS 4 INCHES, AND STAMPED--REDFIELD NO 1 1947.
 CZ1803'
 CZ1803'REFERENCE MARK NO. 2 IS APPROXIMATELY 12 INCHES LOWER THAN
 CZ1803'STATION, PROJECTS 4 INCHES, AND STAMPED--REDFIELD NO 2 1947.
 CZ1803'
 CZ1803'AZIMUTH MARK IS A USGS BENCH MARK SET IN TOP OF A ROUND CONCRETE
 CZ1803'POST WHICH PROJECTS APPROXIMATELY 6 INCHES, 12 PACES EAST OF
 CZ1803'CENTERLINE OF ROAD, AND STAMPED--NOGLS 2994 FT.
 CZ1803'
 CZ1803'TO REACH FROM POST OFFICE IN BENSON, GO EASTERLY ON STATE
 CZ1803'HIGHWAY 86 FOR 1.4 MILE TO A SIDE ROAD LEFT.  (THIS POINT IS
 CZ1803'ALSO 0.45 MILE AFTER CROSSING THE BRIDGE OVER THE SAN PEDRO
 CZ1803'RIVER) TURN LEFT, CROSS CATTLE GUARD AND FOLLOW MACADAM ROAD
 CZ1803'FOR 3.05 MILES TO POST OFFICE AND STORE AT POMERENE.  TURN
 CZ1803'LEFT AND GO 0.25 MILE TO FORK.  TURN RIGHT AND GO 17.2 MILES
 CZ1803'TO A T INTERSECTION AND SIGN WILLCOX 32.  CONTINUE STRAIGHT
 CZ1803'AHEAD FOR 17.05 MILES TO A SMALL KNOLL ON LEFT AND END OF
 CZ1803'TRUCK TRAVEL.  PACK UP TO TOP OF KNOLL, ABOUT 75 YARDS, TO
 CZ1803'STATION AS DESCRIBED ABOVE.  A 3 MINUTE PACK.
 CZ1803'
 CZ1803'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, CONTINUE ON ROAD
 CZ1803'FOR 0.3 MILE TO MARK ON RIGHT AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1806 ***********************************************************************
 CZ1806  DESIGNATION -  REDINGTON
 CZ1806  PID         -  CZ1806
 CZ1806  STATE/COUNTY-  AZ/PIMA
 CZ1806  USGS QUAD   -  REDINGTON (1981)
 CZ1806
 CZ1806                         *CURRENT SURVEY CONTROL
 CZ1806  ___________________________________________________________________
 CZ1806* NAD 83(1992)-  32 29 37.91763(N)    110 28 13.37413(W)     ADJUSTED  
 CZ1806* NAVD 88     -       944.4    (meters)    3098.     (feet)  VERTCON   
 CZ1806  ___________________________________________________________________
 CZ1806  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CZ1806  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CZ1806  HORZ ORDER  -  FIRST
 CZ1806
 CZ1806.The horizontal coordinates were established by classical geodetic methods
 CZ1806.and adjusted by the National Geodetic Survey in August 1993.
 CZ1806
 CZ1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1806
 CZ1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1806
 CZ1806.The geoid height was determined by GEOID03.
 CZ1806
 CZ1806;                    North         East     Units Scale Factor Converg.
 CZ1806;SPC AZ C     -   166,548.595   349,278.959   MT  1.00012774   +0 46 37.5
 CZ1806;SPC AZ C     -   546,419.27  1,145,928.34   iFT  1.00012774   +0 46 37.5
 CZ1806;UTM  12      - 3,595,302.692   549,755.582   MT  0.99963053   +0 17 04.3
 CZ1806
 CZ1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1806!SPC AZ C     -   0.99985614  x   1.00012774  =   0.99998386
 CZ1806!UTM  12      -   0.99985614  x   0.99963053  =   0.99948672
 CZ1806
 CZ1806|---------------------------------------------------------------------|
 CZ1806| PID    Reference Object                     Distance      Geod. Az  |
 CZ1806|                                                           dddmmss.s |
 CZ1806| CC8094 REDINGTON RM 1                        7.409 METERS 01010     |
 CZ1806| CZ1805 PEDRO                               APPROX. 1.6 KM 0821423.7 |
 CZ1806| CC8095 REDINGTON RM 2                        5.496 METERS 09157     |
 CZ1806| CZ1813 REEF ROCK LOOKOUT TOWER             APPROX.31.2 KM 1924551.2 |
 CZ1806|---------------------------------------------------------------------|
 CZ1806
 CZ1806                          SUPERSEDED SURVEY CONTROL
 CZ1806
 CZ1806  NAD 83(1986)-  32 29 37.91471(N)    110 28 13.37066(W) AD(       ) 1
 CZ1806  NAD 27      -  32 29 37.66100(N)    110 28 11.06400(W) AD(       ) 1
 CZ1806  NGVD 29 (07/19/86)  943.7    (m)         3096.     (f) VERT ANG    3  
 CZ1806
 CZ1806.Superseded values are not recommended for survey control.
 CZ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1806.See file dsdata.txt to determine how the superseded data were derived.
 CZ1806
 CZ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA4975695303(NAD 83)
 CZ1806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ1806_SETTING: 80 = SET IN A BOULDER
 CZ1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1806+STABILITY: SURFACE MOTION
 CZ1806
 CZ1806  HISTORY     - Date     Condition        Report By
 CZ1806  HISTORY     - UNK      MONUMENTED       USGS
 CZ1806  HISTORY     - 1946     GOOD             USGS
 CZ1806  HISTORY     - 1947     GOOD             USGS
 CZ1806
 CZ1806                          STATION DESCRIPTION
 CZ1806
 CZ1806'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1806'RECOVERED IN GOOD CONDITION.
 CZ1806'
 CZ1806'STATION MARK--STANDARD TABLET STAMPED---REDINGTON 1937 VA 3098---,
 CZ1806'CEMENTED IN BOULDER.
 CZ1806'
 CZ1806'NOTE--RD. N. FROM SMALLHOUSE RANCH IS WASHED OUT AND IMPASSABLE
 CZ1806'AT POINT 5 MI FROM RANCH.
 CZ1806
 CZ1806                          STATION RECOVERY (1947)
 CZ1806
 CZ1806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (DHK)
 CZ1806'THE STATION IS LOCATED ABOUT 4.5 MILES AIRLINE NORTH-NORTHEAST
 CZ1806'OF REDINGTON AND ABOUT 1 MILE EAST OF THE SAN PEDRO RIVER ON
 CZ1806'THE NORTHERN AND LARGEST OF TWO SMALL MESAS.  THE STATION
 CZ1806'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A BOULDER,
 CZ1806'PROJECTS 8 INCHES AND IS STAMPED, 3098 VA 3098 REDINGTON.
 CZ1806'
 CZ1806'REFERENCE MARK NO. 1 IS A COPPER PLUG SET IN A DRILL HOLE
 CZ1806'IN A BOULDER.  IT PROJECTS 3 INCHES AND IS THE SAME ELEVATION AS
 CZ1806'THE STATION MARK.
 CZ1806'
 CZ1806'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1806'DISK SET IN A BOULDER PROJECTS 10 INCHES IS THE SAME ELEVATION
 CZ1806'AS THE STATION MARK AND IS STAMPED, 2.
 CZ1806'
 CZ1806'STATION PEDRO WAS USED AS THE AZIMUTH MARK.
 CZ1806'
 CZ1806'TO REACH THE STATION FROM THE GASOLINE PUMPS IN FRONT OF THE
 CZ1806'STORE IN REDINGTON.  GO NORTH 0.7 MILE TO A REVERSE Y.  CONTINUE
 CZ1806'TO THE LEFT 1.1 MILE TO A WIRE GATE.  CONTINUE 1.3 MILE TO A
 CZ1806'WIRE GATE.  CONTINUE 0.5 MILES TO TWO WIRE GATES.  CONTINUE 0.45
 CZ1806'MILE TO A WIRE GATE.  CONTINUE 0.75 MILE TO A ROAD RIGHT.
 CZ1806'TURN RIGHT GO 1.25 MILE TO END OF TRUCK TRAVEL.  CROSS WASH
 CZ1806'TO NORTH, WALK AROUND THE EAST BASE OF THE FIRST MESA THEN
 CZ1806'NORTHWEST TO TOP OF SECOND MESA AND STATION.  A 20 MINUTE
 CZ1806'PACK.  A FOUR WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION
 CZ1806'BY CONTINUING EAST APPROXIMATELY 0.5 MILE THEN NORTH ACROSS
 CZ1806'WASH THEN WEST TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1495 ***********************************************************************
 DA1495  DESIGNATION -  REDONDO
 DA1495  PID         -  DA1495
 DA1495  STATE/COUNTY-  AZ/PIMA
 DA1495  USGS QUAD   -  GAKOLIK MOUNTAINS (1990)
 DA1495
 DA1495                         *CURRENT SURVEY CONTROL
 DA1495  ___________________________________________________________________
 DA1495* NAD 83(1992)-  32 17 51.18190(N)    112 31 22.00938(W)     ADJUSTED  
 DA1495* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 DA1495  ___________________________________________________________________
 DA1495  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DA1495  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DA1495  HORZ ORDER  -  FIRST
 DA1495
 DA1495.The horizontal coordinates were established by classical geodetic methods
 DA1495.and adjusted by the National Geodetic Survey in August 1993.
 DA1495
 DA1495.The orthometric height was scaled from a topographic map.
 DA1495
 DA1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1495
 DA1495.The geoid height was determined by GEOID03.
 DA1495
 DA1495;                    North         East     Units Scale Factor Converg.
 DA1495;SPC AZ C     -   144,020.258   156,277.393   MT  0.99994017   -0 19 25.9
 DA1495;SPC AZ C     -   472,507.41    512,721.11   iFT  0.99994017   -0 19 25.9
 DA1495;UTM  12      - 3,574,435.871   356,624.401   MT  0.99985350   -0 48 49.6
 DA1495
 DA1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1495!SPC AZ C     -   0.99986128  x   0.99994017  =   0.99980146
 DA1495!UTM  12      -   0.99986128  x   0.99985350  =   0.99971480
 DA1495
 DA1495|---------------------------------------------------------------------|
 DA1495| PID    Reference Object                     Distance      Geod. Az  |
 DA1495|                                                           dddmmss.s |
 DA1495| CH6187 REDONDO RM                           11.442 METERS 15245     |
 DA1495| CH6189 REDONDO RM 2                         11.622 METERS 15246     |
 DA1495| CH6186 REDONDO AZ MK                                      3181102.5 |
 DA1495| CH6188 REDONDO RM 1                          9.975 METERS 33310     |
 DA1495|---------------------------------------------------------------------|
 DA1495
 DA1495                          SUPERSEDED SURVEY CONTROL
 DA1495
 DA1495  NAD 83(1986)-  32 17 51.17472(N)    112 31 22.01270(W) AD(       ) 1
 DA1495  NAD 27      -  32 17 50.95200(N)    112 31 19.49700(W) AD(       ) 1
 DA1495
 DA1495.Superseded values are not recommended for survey control.
 DA1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1495.See file dsdata.txt to determine how the superseded data were derived.
 DA1495
 DA1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5662474436(NAD 83)
 DA1495
 DA1495  HISTORY     - Date     Condition        Report By
 DA1495  HISTORY     - 1920     MONUMENTED       CGS
 DA1495  HISTORY     - 1936     GOOD             CGS
 DA1495
 DA1495                          STATION DESCRIPTION
 DA1495
 DA1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DA1495'ON ROUNDED KNOB ON THE SECOND MOUNTAIN RANGE EAST OF THE
 DA1495'INDIAN VILLAGE OF POSO REDONDO AND 33 MILES BY ROAD EAST OF
 DA1495'AJO, IN THE CENTER AND HIGHEST PORTION OF A LONG LAVA RIDGE,
 DA1495'9 MILES, AIR LINE, NORTH OF NINE MILE PEAK, ON THE NORTHERN
 DA1495'ONE OF TWO LIGHTER COLORED ROCKS FORMING THE SUMMIT.  MARKED
 DA1495'BY A STANDARD BRONZE DISK.  REFERENCE
 DA1495'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 DA1495'9.975 METERS (32.73 FEET) FROM STATION N 26 DEG
 DA1495'50 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DA1495'DISK, IS 11.622 METERS (38.13 FEET) FROM STATION
 DA1495'S 27 DEG 14 MIN E.  AZIMUTH MARK WAS ESTABLISHED IN 1936.
 DA1495'IT IS SET IN A LARGE BOULDER, 2 FEET BY 3 FEET AND 3 FEET
 DA1495'ABOVE THE GROUND, ON THE TOP OF THE RIDGE, ABOUT HALFWAY
 DA1495'BETWEEN THE STATION AND THE NORTHWEST END OF THE RIDGE,
 DA1495'ABOUT 75 FEET LOWER THAN THE STATION AND THREE-FOURTHS MILE
 DA1495'FROM STATION N 41 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2036 ***********************************************************************
 DU2036  DESIGNATION -  REED
 DU2036  PID         -  DU2036
 DU2036  STATE/COUNTY-  AZ/GILA
 DU2036  USGS QUAD   -  KAYLER BUTTE (1978)
 DU2036
 DU2036                         *CURRENT SURVEY CONTROL
 DU2036  ___________________________________________________________________
 DU2036* NAD 83(1992)-  33 58 53.95337(N)    111 18 17.69285(W)     ADJUSTED  
 DU2036* NAVD 88     -       896.0    (meters)    2940.     (feet)  VERTCON   
 DU2036  ___________________________________________________________________
 DU2036  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 DU2036  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DU2036  HORZ ORDER  -  SECOND
 DU2036
 DU2036.The horizontal coordinates were established by classical geodetic methods
 DU2036.and adjusted by the National Geodetic Survey in August 1993.
 DU2036
 DU2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2036
 DU2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2036
 DU2036.The geoid height was determined by GEOID03.
 DU2036
 DU2036;                    North         East     Units Scale Factor Converg.
 DU2036;SPC AZ E     -   331,202.988   108,188.500   MT  1.00003631   -0 38 10.5
 DU2036;SPC AZ E     - 1,086,623.98    354,949.15   iFT  1.00003631   -0 38 10.5
 DU2036;UTM  12      - 3,760,163.668   471,835.688   MT  0.99960978   -0 10 13.5
 DU2036
 DU2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2036!SPC AZ E     -   0.99986357  x   1.00003631  =   0.99989988
 DU2036!UTM  12      -   0.99986357  x   0.99960978  =   0.99947340
 DU2036
 DU2036:                Primary Azimuth Mark                     Grid Az
 DU2036:SPC AZ E     -  N 20                                     227 26 01.1
 DU2036:UTM  12      -  N 20                                     226 58 04.1
 DU2036
 DU2036|---------------------------------------------------------------------|
 DU2036| PID    Reference Object                     Distance      Geod. Az  |
 DU2036|                                                           dddmmss.s |
 DU2036| DU0385 N 20                                               2264750.6 |
 DU2036| CH6191 REED RM 2                             6.406 METERS 24326     |
 DU2036| CH6190 REED RM 1                             7.350 METERS 33858     |
 DU2036|---------------------------------------------------------------------|
 DU2036
 DU2036                          SUPERSEDED SURVEY CONTROL
 DU2036
 DU2036  NAD 83(1986)-  33 58 53.94672(N)    111 18 17.69608(W) AD(       ) 2
 DU2036  NAD 27      -  33 58 53.80700(N)    111 18 15.21600(W) AD(       ) 2
 DU2036  NGVD 29 (07/19/86)  895.4    (m)         2938.     (f) VERT ANG    3  
 DU2036
 DU2036.Superseded values are not recommended for survey control.
 DU2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2036.See file dsdata.txt to determine how the superseded data were derived.
 DU2036
 DU2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7183660164(NAD 83)
 DU2036_MARKER: DS = TRIANGULATION STATION DISK
 DU2036_SETTING: 66 = SET IN ROCK OUTCROP
 DU2036_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2036+STABILITY: POSITION/ELEVATION WELL
 DU2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2036+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2007
 DU2036
 DU2036  HISTORY     - Date     Condition        Report By
 DU2036  HISTORY     - 1946     MONUMENTED       CGS
 DU2036  HISTORY     - 1981     GOOD             AZDT
 DU2036  HISTORY     - 20070217 GOOD             GEOCAC
 DU2036
 DU2036                          STATION DESCRIPTION
 DU2036
 DU2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2036'THE STATION IS LOCATED 7-1/2 MILES NORTH OF TONTO, 3-1/2 MILES
 DU2036'SOUTH OF THE 76 RANCH, 150 YARDS WEST OF TONTO CREEK, ON A
 DU2036'SMALL KNOLL 150 YARDS EAST OF THE TONTO-PAYSON HIGHWAY, ON
 DU2036'THE EXTREME EASTERN END OF RIDGE FORMED BY REED CREEK TO THE
 DU2036'SW AND GOLD CREEK TO THE NW.
 DU2036'
 DU2036'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, ARIZ.,
 DU2036'GO SOUTH ON THE PAYSON-ROOSEVELT HIGHWAY FOR 19.6 MILES TO A SIDE
 DU2036'ROAD RIGHT AT FELTON SERVICE STATION AND STORE, THENCE, CONTINUE
 DU2036'SOUTH ON HIGHWAY FOR 1.5 MILES TO A CONCRETE BRIDGE OVER GOLD
 DU2036'CREEK, CROSS BRIDGE AND CONTINUE 0.85 MILES TO TOP OF GRADE.
 DU2036'FROM HERE PACK EASTERLY TO TOP OF SMALL KNOLL AND STATION.
 DU2036'
 DU2036'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--REED
 DU2036'1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK,
 DU2036'TOP OF WHICH PROJECTS APPROX, 3 INCHES ABOVE THE SURROUNDING
 DU2036'SURFACE.
 DU2036'
 DU2036'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--REED
 DU2036'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING
 DU2036'BEDROCK, TOP OF WHICH IS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2036'THIS MARK IS NNW OF STATION AND APPROX. ON SAME LEVEL WITH
 DU2036'STATION.
 DU2036'
 DU2036'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--REED
 DU2036'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN OUTCROPPING
 DU2036'BEDROCK, TOP OF WHICH IS 2 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2036'THIS MARK IS WSW OF STATION AND APPROX. 1 FT. BELOW STATION.
 DU2036'
 DU2036'AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK STAMPED--N 20
 DU2036'1933, AND IS SET IN THE TOP OF A 12 IN X 12 IN
 DU2036'CONCRETE POST, TOP OF WHICH IS APPROX. 8 INCHES ABOVE THE
 DU2036'SURROUNDING SURFACE.  THIS MARK IS APPROX. 1 MILE SW OF STATION,
 DU2036'30 METERS EAST OF ROOSEVELT-PAYSON HIGHWAY AND APPROX. 85 METERS
 DU2036'NORTH OF A PROMINENT SAGUARO CACTUS WHICH IS LOCATED ON EAST
 DU2036'EDGE OF HIGHWAY.  A FENCE LINE RUNNING IN A N-S DIRECTION IS
 DU2036'LOCATED APPROX. 45 METERS EAST OF STATION.
 DU2036
 DU2036                          STATION RECOVERY (1981)
 DU2036
 DU2036'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2036'THE STATION MARK,REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 DU2036'DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2036'
 DU2036'TO REACH THE STATION FROM THE INTERSECTION OF STATE FOUTE 87 AND OLD
 DU2036'MAIN STREET IN PAYSON TRAVEL SOUTH ON STATE ROUTE 87 TO THE JUNCTION
 DU2036'OF STATE ROUTE 87 AND STATE ROUTE 188.  TURN LEFT ON STATE ROUTE 18
 DU2036'AND TRAVEL SOUTH FOR 0.54 MILE TO MILE POST 271.35 AND A PULL OUT ON
 DU2036'THE LEFT.  TRAVEL DOWN SHORT INCLINE THROUGH WIRE GATE AND THEN
 DU2036'TRAVEL EASTERLY ON THE OLD HIGHWAY FOR 0.4 MILE TO END OF TRUCK
 DU2036'TRAVEL ON THE TOP OF A RISE, THEN GO LEFT AND PACK EASTERLY TO TOP OF
 DU2036'HILL AND STATION.
 DU2036
 DU2036                          STATION RECOVERY (2007)
 DU2036
 DU2036'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1813 ***********************************************************************
 CZ1813  DESIGNATION -  REEF ROCK LOOKOUT TOWER
 CZ1813  PID         -  CZ1813
 CZ1813  STATE/COUNTY-  AZ/PIMA
 CZ1813  USGS QUAD   -  MICA MOUNTAIN (1981)
 CZ1813
 CZ1813                         *CURRENT SURVEY CONTROL
 CZ1813  ___________________________________________________________________
 CZ1813* NAD 83(1992)-  32 13 11.34414(N)    110 32 36.26748(W)     ADJUSTED  
 CZ1813* NAVD 88     -              **(meters)            **(feet)            
 CZ1813  ___________________________________________________________________
 CZ1813  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 CZ1813  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CZ1813  HORZ ORDER  -  THIRD
 CZ1813
 CZ1813.The horizontal coordinates were established by classical geodetic methods
 CZ1813.and adjusted by the National Geodetic Survey in August 1993.
 CZ1813
 CZ1813
 CZ1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1813
 CZ1813.The geoid height was determined by GEOID03.
 CZ1813
 CZ1813;                    North         East     Units Scale Factor Converg.
 CZ1813;SPC AZ C     -   136,067.090   342,805.463   MT  1.00010657   +0 43 56.2
 CZ1813;SPC AZ C     -   446,414.34  1,124,689.84   iFT  1.00010657   +0 43 56.2
 CZ1813;UTM  12      - 3,564,892.666   543,024.577   MT  0.99962283   +0 14 36.4
 CZ1813
 CZ1813                          SUPERSEDED SURVEY CONTROL
 CZ1813
 CZ1813  NAD 83(1986)-  32 13 11.35076(N)    110 32 36.25699(W) AD(       ) 4
 CZ1813  NAD 27      -  32 13 11.06000(N)    110 32 33.96000(W) AD(       ) 3
 CZ1813
 CZ1813.Superseded values are not recommended for survey control.
 CZ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1813.See file dsdata.txt to determine how the superseded data were derived.
 CZ1813
 CZ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA4302564893(NAD 83)
 CZ1813_MARKER: 57 = LOOKOUT TOWER
 CZ1813
 CZ1813  HISTORY     - Date     Condition        Report By
 CZ1813  HISTORY     - 1946     FIRST OBSERVED   USGS
 CZ1813  HISTORY     - 1947     GOOD             CGS
 CZ1813
 CZ1813                          STATION DESCRIPTION
 CZ1813
 CZ1813'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1813'NOT OCCUPIED.
 CZ1813'
 CZ1813'LOCATED ON MICA MTN.
 CZ1813'
 CZ1813'NOTE--MAY BE SAME STATION AS NGS REEF ROCK LO.
 CZ1813
 CZ1813                          STATION RECOVERY (1947)
 CZ1813
 CZ1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1813'A STANDARD U.S. FOREST SERVICE LOOKOUT CONSISTING OF A CAB
 CZ1813'ON TOP OF STRUCTURAL STEEL ABOUT 100 FEET HIGH.  LOCATED ON
 CZ1813'THE RINCON MOUNTAINS ABOUT 26 MILES DUE EAST OF TUCSON AND
 CZ1813'IN THE CORONADO NATIONAL FOREST.  THE CENTER OF THE TOP
 CZ1813'OF THE CAB WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0467 ***********************************************************************
 ER0467  DESIGNATION -  REESE
 ER0467  PID         -  ER0467
 ER0467  STATE/COUNTY-  AZ/APACHE
 ER0467  USGS QUAD   -  HOGAN WELL (1984)
 ER0467
 ER0467                         *CURRENT SURVEY CONTROL
 ER0467  ___________________________________________________________________
 ER0467* NAD 83(1992)-  34 59 36.00296(N)    109 24 46.96732(W)     ADJUSTED  
 ER0467* NAVD 88     -      2037.     (meters)    6683.     (feet)  SCALED    
 ER0467  ___________________________________________________________________
 ER0467  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 ER0467  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ER0467  HORZ ORDER  -  FIRST
 ER0467
 ER0467.The horizontal coordinates were established by classical geodetic methods
 ER0467.and adjusted by the National Geodetic Survey in August 1993.
 ER0467
 ER0467.The orthometric height was scaled from a topographic map.
 ER0467
 ER0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0467
 ER0467.The geoid height was determined by GEOID03.
 ER0467
 ER0467;                    North         East     Units Scale Factor Converg.
 ER0467;SPC AZ E     -   443,094.254   282,155.991   MT  0.99995831   +0 25 55.9
 ER0467;SPC AZ E     - 1,453,721.31    925,708.63   iFT  0.99995831   +0 25 55.9
 ER0467;UTM  12      - 3,873,454.266   644,830.269   MT  0.99985852   +0 54 36.9
 ER0467
 ER0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0467!SPC AZ E     -   0.99968400  x   0.99995831  =   0.99964232
 ER0467!UTM  12      -   0.99968400  x   0.99985852  =   0.99954256
 ER0467
 ER0467:                Primary Azimuth Mark                     Grid Az
 ER0467:SPC AZ E     -  LOS ANGELES ALBUQ AWY BCN 54 A           061 55 44.5
 ER0467:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 54 A           061 27 03.5
 ER0467
 ER0467|---------------------------------------------------------------------|
 ER0467| PID    Reference Object                     Distance      Geod. Az  |
 ER0467|                                                           dddmmss.s |
 ER0467| FP0586 LOS ANGELES ALBUQ AWY BCN 54 A      APPROX.11.1 KM 0622140.4 |
 ER0467| CD2582 REESE RM 1                           20.677 METERS 18912     |
 ER0467| ER0546 FLATTOP                             APPROX.41.7 KM 2431625.4 |
 ER0467| CD2583 REESE RM 2                           21.086 METERS 26433     |
 ER0467| FP0599 LOS ANGELES ALBUQ AWY BCN 51        APPROX.37.8 KM 2762519.5 |
 ER0467| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.11.0 KM 2912131.5 |
 ER0467| CD2581 REESE AZ MK                                        2920931.5 |
 ER0467|---------------------------------------------------------------------|
 ER0467
 ER0467                          SUPERSEDED SURVEY CONTROL
 ER0467
 ER0467  NAD 83(1986)-  34 59 35.99644(N)    109 24 46.96823(W) AD(       ) 1
 ER0467  NAD 27      -  34 59 35.90000(N)    109 24 44.59400(W) AD(       ) 1
 ER0467
 ER0467.Superseded values are not recommended for survey control.
 ER0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0467.See file dsdata.txt to determine how the superseded data were derived.
 ER0467
 ER0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4483073454(NAD 83)
 ER0467_MARKER: DS = TRIANGULATION STATION DISK
 ER0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0467+STABILITY: SURFACE MOTION
 ER0467
 ER0467  HISTORY     - Date     Condition        Report By
 ER0467  HISTORY     - 1936     MONUMENTED       CGS
 ER0467  HISTORY     - 1959     GOOD             CGS
 ER0467  HISTORY     - 1959     GOOD             CGS
 ER0467  HISTORY     - 1972     GOOD             USGS
 ER0467  HISTORY     - 1982     GOOD             AZDT
 ER0467
 ER0467                          STATION DESCRIPTION
 ER0467
 ER0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0467'ABOUT 11-1/2 MILES SOUTHEAST OF NAVAJO AND 16-1/2 MILES
 ER0467'SOUTH-SOUTHWEST OF SANDERS.  ON THE HIGH, BROAD MESA BETWEEN THE
 ER0467'RIO PUERCO AND LITTLE COLORADO DRAINAGES, ON THE NORTH RIM OF THE
 ER0467'MESA, ABOUT 15 PACES SOUTH OF THE NORTH RIM OF THE MESA AND 15
 ER0467'PACES WEST OF THE RIM ON THE EAST.  TO REACH STATION FROM THE POST
 ER0467'OFFICE AT NAVAJO, DRIVE SOUTH ACROSS THE TRACKS AND CROSS
 ER0467'THE RIO PUERCO AND GO 0.2 MILE TO A CATTLE GUARD AND Y, TAKE
 ER0467'THE LEFT FORK AND GO 0.4 MILE, BEAR RIGHT AND GO 0.4 MILE, KEEP
 ER0467'STRAIGHT AHEAD AND GO ALONG AN IMPROVED DIRT ROAD (THE OLD ST.
 ER0467'JOHNS ROAD) FOR 5.1 MILES, TURN RIGHT (SOUTHEAST) TOWARD A
 ER0467'NORTH-SOUTH FENCE JUST BEFORE REACHING PONDS AND WINDMILL,
 ER0467'FOLLOW SOUTH ALONG THE WEST SIDE OF THE NORTH-SOUTH FENCE
 ER0467'FOR 1.8 MILES TO AN OPENING IN AN EAST-WEST FENCE, GO 0.4
 ER0467'MILE TO A DIM CROSS ROAD, GO STRAIGHT AHEAD 1.9 MILES, GO
 ER0467'STRAIGHT AHEAD ON THE LEFT FORK 0.1 MILE TO A TELEPHONE
 ER0467'LINE CROSSING, CONTINUE ON WINDING TRAIL FOR 3.0 MILES TO THE
 ER0467'TOP, FROM WHERE THE STATION SITE CAN BE SEEN ON THE SECOND AND
 ER0467'HIGHEST POINT ON THE RIM OF THE MESA TO THE SOUTHEAST,
 ER0467'CONTINUE 0.4 MILE TO A TRIANGLE BLAZE ON A PINON ON THE
 ER0467'LEFT, TURN LEFT (EAST) 30 YARDS PAST THE BLAZE AND GO ACROSS
 ER0467'COUNTRY GENERALLY PARALLEL TO THE RIM FOR 1.3 MILES TO THE
 ER0467'HIGHEST GROUND ON THE PROJECTING POINT OF THE RIM AND STATION
 ER0467'SITE.  THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH
 ER0467'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 ER0467'REFERENCE MARK NO. 1 IS 20.678
 ER0467'METERS (67.84 FEET) FROM THE STATION S 09 DEG 12 MIN W.
 ER0467'AND NO. 2 IS 21.086 METERS (69.18 FEET) FROM THE STATION
 ER0467'S 84 DEG 35 MIN W.  THE AZIMUTH MARK IS APPROXIMATELY
 ER0467'0.6 MILE FROM THE STATION N 67 DEG 50 MIN W.
 ER0467
 ER0467                          STATION RECOVERY (1959)
 ER0467
 ER0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ER0467'THE STATION (WITH THE EXCEPTION OF THE AZIMUTH MARK, WHICH WAS
 ER0467'NOT SEARCHED FOR AT THIS TIME) WAS RECOVERED AND ALL MARKS
 ER0467'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS
 ER0467'FOUND TO BE INADEQUATE AND IMPASSABLE TO VEHICULAR TRAFFIC,
 ER0467'HENCE A NEW DESCRIPTION FOLLOWS.
 ER0467'
 ER0467'THE STATION IS LOCATED ON A HIGH, BROAD TIMBERED MESA BETWEEN
 ER0467'THE RIO PUERCO AND LITTLE COLORADO RIVER DRAINAGES, ON THE
 ER0467'NORTH RIM OF THE MESA, AND APPROXIMATELY IN THE CENTER OF THE
 ER0467'NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 18 NORTH, RANGE 28
 ER0467'EAST.  IT IS ABOUT 11-1/2 MILES SOUTHEAST OF NAVAJO AND ABOUT
 ER0467'16-1/2 MILES SOUTH-SOUTHWEST OF SANDERS.
 ER0467'
 ER0467'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 ER0467'RAILROAD COMPANY BUILDINGS IN NAVAJO GO NORTH ABOUT 75 YARDS
 ER0467'TO AN EAST-WEST PAVED ROAD (FORMERLY U.S. HIGHWAY 66).  TURN
 ER0467'LEFT AND GO WEST ON THE PAVED ROAD FOR 0.2 MILE TO A DIRT CROSS
 ER0467'ROAD.  TURN LEFT AND GO SOUTH, CROSSING THE RAILROAD, A BRIDGE
 ER0467'OVER THE RIO PUERCO AND A CATTLE GUARD FOR 0.2 MILE TO A
 ER0467'FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST FOR 0.4 MILE TO
 ER0467'A FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, AND CONTINUE
 ER0467'SOUTHEAST FOR 0.35 MILE TO A CATTLE GUARD AND A SIDE ROAD
 ER0467'RIGHT ALONG THE EAST SIDE OF A FENCE.  TURN RIGHT, DOWN THE
 ER0467'EAST SIDE OF THE FENCE AND GO SOUTH ALONG THE MAIN, GRADED DIRT
 ER0467'ROAD FOR 8.75 MILES TO A FORK JUST AFTER PASSING A CATTLE
 ER0467'GUARD ON THE EAST SIDE OF A WINDMILL, TANKS AND CORRALS.  TAKE
 ER0467'THE LEFT FORK AND GO SOUTHEAST FOR 1.3 MILES TO A FORK.
 ER0467'TAKE THE LEFT FORK AND GO EAST-SOUTHEAST TO A WINDMILL AND
 ER0467'TANKS ON THE LEFT AND A CATTLE GUARD.  CONTINUE STRAIGHT
 ER0467'AHEAD, SOUTHEASTERLY, FOR 0.8 MILE TO A FORK.  CONTINUE STRAIGHT
 ER0467'AHEAD, RIGHT FORK, OVER A LOW RIDGE FOR 1.75 MILES TO A
 ER0467'FORK.  TURN LEFT AND GO EASTERLY ON A TRACK ROAD FOR 0.1
 ER0467'MILE TO DIM TRACKS LEADING LEFT UP THROUGH SCRUB TREES.
 ER0467'TURN LEFT AND FOLLOW DIM TRACKS (A 4-WHEEL DRIVE VEHICLE IS
 ER0467'DESIRABLE BEYOND THIS POINT) IN A NORTHERLY DIRECTION FOR
 ER0467'ABOUT 3.6 MILES TO THE NORTH RIM OF THE MESA AND THE
 ER0467'STATION.
 ER0467'
 ER0467'THE STATION IS A STANDARD DISK STAMPED REESE 1936 SET IN THE
 ER0467'TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT, AND PROJECTS
 ER0467'ABOUT 4 INCHES.  IT IS ABOUT 15 PACES SOUTH OF THE NORTH RIM
 ER0467'OF THE MESA AND ABOUT 13 PACES WEST OF WHERE THE RIM OF THE
 ER0467'MESA BREAKS SHARPLY OFF ON THE EAST.
 ER0467'
 ER0467'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED REESE
 ER0467'NO 1 1936 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE
 ER0467'MONUMENT, AND PROJECTS ABOUT 6 INCHES.  IT IS ABOUT 5 PACES
 ER0467'NORTHWEST OF A SCRUB CEDAR TREE, AND IS ABOUT THE SAME ELEVATION
 ER0467'AS THE STATION.
 ER0467'
 ER0467'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED REESE
 ER0467'NO 2 1936 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE
 ER0467'MONUMENT, AND PROJECTS ABOUT 8 INCHES.  IT IS ABOUT 2 PACES
 ER0467'NORTH OF A SCRUB CEDAR TREE, ABOUT 5 PACES SOUTH OF THE NORTH
 ER0467'RIM OF THE MESA, AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 ER0467'THE STATION.
 ER0467
 ER0467                          STATION RECOVERY (1959)
 ER0467
 ER0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0467'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 ER0467'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 ER0467'WAS SEARCHED FOR BUT NOT RECOVERED.
 ER0467'
 ER0467'A NEW DESCRIPTION FOLLOWS.
 ER0467'
 ER0467'THE STATION IS ABOUT 12 MILES SOUTHEAST OF NAVAJO, ON THE NORTH
 ER0467'EDGE OF A SANDY MESA WHICH IS OWNED BY MR. R.C. SPURLOCK, WHO
 ER0467'LIVES ABOUT 0.3 MILE SOUTHEAST OF NAVAJO.
 ER0467'
 ER0467'TO REACH THE STATION FROM NAVAJO, WHICH IS ABOUT 38 MILES
 ER0467'EAST OF HOLBROOK, GO SOUTH ON THE ROAD THAT IS JUST WEST OF THE
 ER0467'NAVAJO POST OFFICE FOR 0.6 MILE TO A FORK, AFTER CROSSING THE
 ER0467'OLD HIGHWAY, THE RAILROAD AND THE RIVER, TAKE LEFT FORK AND GO
 ER0467'EAST FOR 0.3 MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST
 ER0467'FOR 0.2 MILE TO A T ROAD RIGHT JUST AFTER CROSSING A CATTLE
 ER0467'GUARD.  TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF THE
 ER0467'FENCE FOR 9.0 MILES TO A CATTLE GUARD, WINDMILL AND WATER TANK.
 ER0467'HERE TAKE THE T ROAD LEFT AND GO EAST FOR 1.3 MILES TO A
 ER0467'FORK, TAKE THE LEFT FORK AND GO NORTHEAST FOR 2.0 MILES TO
 ER0467'ANOTHER SET OF TANKS, A WINDMILL AND A GATE.  PASS THRU
 ER0467'GATE AND FOLLOW THE TRACK ROAD EAST FOR 0.8 MILE TO A
 ER0467'FORK, TAKE RIGHT FORK AND CONTINUE EAST AND SOUTHEAST FOR
 ER0467'1.6 MILES TO A TRACK ROAD LEFT, TURN LEFT AND GO EAST FOR
 ER0467'0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT AND FOLLOW THE
 ER0467'TRACK ROAD NORTH FOR 3.6 MILES TO THE STATION.
 ER0467'
 ER0467'THE STATION MARK, STAMPED REESE 1936, IS A STANDARD DISK
 ER0467'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ER0467'2 INCHES.  IT IS 150 FEET SOUTH OF A POINT OF THE MESA THAT
 ER0467'GIVES AWAY TO A LOWER ELEVATION.
 ER0467'
 ER0467'REFERENCE MARK 1, STAMPED REESE NO 1 1936, IS A STANDARD DISK
 ER0467'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ER0467'3 INCHES.
 ER0467'
 ER0467'REFERENCE MARK 2, STAMPED REESE NO 2 1936, IS A STANDARD DISK
 ER0467'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 ER0467'5 INCHES.  IT IS 20 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 ER0467
 ER0467                          STATION RECOVERY (1972)
 ER0467
 ER0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WK)
 ER0467'PARTIAL NEW DESCRIPTION.
 ER0467'
 ER0467'A NEW DESCRIPTION FOLLOWS FROM THE
 ER0467'SET OF TANKS, A WINDMILL AND A GATE.
 ER0467'PASS THRU THE GATE AND FOLLOW ROAD
 ER0467'FOR 1.20 MILES TO A ROAD FORK, TAKE LEFT FORK AND GO 1.20
 ER0467'MILES AND AT THIS POINT LEAVE THE ROAD AND TRAVEL CROSS COUNTRY
 ER0467'NORTHEASTERLY FOR 2.15 MILES TO STATION.
 ER0467'
 ER0467'CLEARING IN AREA HAS OBLITERATED THE ROADS AND CROSS COUNTRY
 ER0467'TRAVEL IS REQUIRED.
 ER0467
 ER0467                          STATION RECOVERY (1982)
 ER0467
 ER0467'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0467'THE STATION AND REFERENCE MARKS WERE RECOVERED, THE AZIMUTH MARK WAS
 ER0467'SEARCHED FOR AND NOT FOUND.  THE 1959 ROUTE TO THE STATION IS ADEQUATE
 ER0467'FOR RECOVERY.  CONSULT MR. SPURLOCK AT THE LOCATION INDICATED IN 1959
 ER0467'DESCRIPTION BEFORE ENTERING PRIVATE PROPERTY TELEPHONE 688-2711.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1125 ***********************************************************************
 ET1125  DESIGNATION -  REEVES
 ET1125  PID         -  ET1125
 ET1125  STATE/COUNTY-  AZ/YAVAPAI
 ET1125  USGS QUAD   -  ESTLER PEAK (1974)
 ET1125
 ET1125                         *CURRENT SURVEY CONTROL
 ET1125  ___________________________________________________________________
 ET1125* NAD 83(1992)-  34 29 44.42450(N)    112 00 54.36941(W)     ADJUSTED  
 ET1125* NAVD 88     -      1497.1    (meters)    4912.     (feet)  VERTCON   
 ET1125  ___________________________________________________________________
 ET1125  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 ET1125  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 ET1125  HORZ ORDER  -  THIRD
 ET1125
 ET1125.The horizontal coordinates were established by classical geodetic methods
 ET1125.and adjusted by the National Geodetic Survey in August 1993.
 ET1125
 ET1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1125
 ET1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1125
 ET1125.The geoid height was determined by GEOID03.
 ET1125
 ET1125;                    North         East     Units Scale Factor Converg.
 ET1125;SPC AZ C     -   387,636.258   204,320.080   MT  0.99990101   -0 03 20.7
 ET1125;SPC AZ C     - 1,271,772.50    670,341.47   iFT  0.99990101   -0 03 20.7
 ET1125;UTM  12      - 3,817,585.080   406,803.709   MT  0.99970706   -0 34 29.8
 ET1125
 ET1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1125!SPC AZ C     -   0.99976914  x   0.99990101  =   0.99967018
 ET1125!UTM  12      -   0.99976914  x   0.99970706  =   0.99947627
 ET1125
 ET1125|---------------------------------------------------------------------|
 ET1125| PID    Reference Object                     Distance      Geod. Az  |
 ET1125|                                                           dddmmss.s |
 ET1125| CS3994 REEVES RM 2                           8.842 METERS 08916     |
 ET1125| ET0866 ROUND                               APPROX.16.1 KM 2795215.2 |
 ET1125| CS3993 REEVES RM 1                           8.684 METERS 35957     |
 ET1125|---------------------------------------------------------------------|
 ET1125
 ET1125                          SUPERSEDED SURVEY CONTROL
 ET1125
 ET1125  NAD 83(1986)-  34 29 44.41995(N)    112 00 54.36799(W) AD(       ) 3
 ET1125  NGVD 29 (04/23/90) 1496.3    (m)         4909.     (f) VERT ANG    3  
 ET1125
 ET1125.Superseded values are not recommended for survey control.
 ET1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1125.See file dsdata.txt to determine how the superseded data were derived.
 ET1125
 ET1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0680417585(NAD 83)
 ET1125_MARKER: DS = TRIANGULATION STATION DISK
 ET1125_SETTING: 66 = SET IN ROCK OUTCROP
 ET1125_SP_SET: SET IN ROCK OUTCROP
 ET1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1125+STABILITY: POSITION/ELEVATION WELL
 ET1125
 ET1125  HISTORY     - Date     Condition        Report By
 ET1125  HISTORY     - 1943     MONUMENTED       USGS
 ET1125  HISTORY     - 1974     GOOD             USGS
 ET1125
 ET1125                          STATION DESCRIPTION
 ET1125
 ET1125'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1125'LOCATED 3.0 MI S. AND 26.0 MI E. OF PRESCOTT, 3.0 MI W. OF REEVES
 ET1125'RANCH HOUSE.  ON TOP OF FIRST RANGE OF NEARLY BALD ROLLING-TOP
 ET1125'RIDGES S. OF CIENEGA CREEK.
 ET1125'
 ET1125'STATION MARK--STANDARD TABLET STAMPED---REEVES 1943---, CEMENTED IN
 ET1125'LAVA OUTCROP.
 ET1125'
 ET1125'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN LAVA
 ET1125'OUTCROP.
 ET1125'
 ET1125'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN BOULDER.
 ET1125
 ET1125                          STATION RECOVERY (1974)
 ET1125
 ET1125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET1125'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 ET1125'RMS NOT MEASURED.
 ET1125'
 ET1125'TO REACH FROM CORDES JUNCTION, DRIVE 13.8 MI N. ON I-HWY. 17 TO
 ET1125'DIRT DRIVE CONNECTING SOUTHBOUND LANES.  PACK NW. ACROSS
 ET1125'SOUTHBOUND LANES AND FENCE ABOUT 0.5 MI TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1901 ***********************************************************************
 DU1901  DESIGNATION -  REEVIS
 DU1901  PID         -  DU1901
 DU1901  STATE/COUNTY-  AZ/MARICOPA
 DU1901  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU1901
 DU1901                         *CURRENT SURVEY CONTROL
 DU1901  ___________________________________________________________________
 DU1901* NAD 83(1992)-  33 29 12.62533(N)    111 09 29.62220(W)     ADJUSTED  
 DU1901* NAVD 88     -      1649.4    (meters)    5411.     (feet)  VERTCON   
 DU1901  ___________________________________________________________________
 DU1901  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 DU1901  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DU1901  HORZ ORDER  -  THIRD
 DU1901
 DU1901.The horizontal coordinates were established by classical geodetic methods
 DU1901.and adjusted by the National Geodetic Survey in August 1993.
 DU1901
 DU1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1901
 DU1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1901
 DU1901.The geoid height was determined by GEOID03.
 DU1901
 DU1901;                    North         East     Units Scale Factor Converg.
 DU1901;SPC AZ C     -   275,998.413   283,840.439   MT  0.99996122   +0 25 06.5
 DU1901;SPC AZ C     -   905,506.60    931,235.04   iFT  0.99996122   +0 25 06.5
 DU1901;UTM  12      - 3,705,271.425   485,300.666   MT  0.99960266   -0 05 14.3
 DU1901
 DU1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1901!SPC AZ C     -   0.99974551  x   0.99996122  =   0.99970674
 DU1901!UTM  12      -   0.99974551  x   0.99960266  =   0.99934827
 DU1901
 DU1901:                Primary Azimuth Mark                     Grid Az
 DU1901:SPC AZ C     -  IRON MTN                                 190 10 19.8
 DU1901:UTM  12      -  IRON MTN                                 190 40 40.6
 DU1901
 DU1901|---------------------------------------------------------------------|
 DU1901| PID    Reference Object                     Distance      Geod. Az  |
 DU1901|                                                           dddmmss.s |
 DU1901| DU1892 IRON MTN                            APPROX. 6.1 KM 1903526.3 |
 DU1901|---------------------------------------------------------------------|
 DU1901
 DU1901                          SUPERSEDED SURVEY CONTROL
 DU1901
 DU1901  NAD 83(1986)-  33 29 12.62146(N)    111 09 29.62386(W) AD(       ) 3
 DU1901  NGVD 29 (09/20/88) 1648.7    (m)         5409.     (f) VERT ANG    3  
 DU1901
 DU1901.Superseded values are not recommended for survey control.
 DU1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1901.See file dsdata.txt to determine how the superseded data were derived.
 DU1901
 DU1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8530105271(NAD 83)
 DU1901_MARKER: DS = TRIANGULATION STATION DISK
 DU1901_SETTING: 80 = SET IN A BOULDER
 DU1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1901+STABILITY: SURFACE MOTION
 DU1901
 DU1901  HISTORY     - Date     Condition        Report By
 DU1901  HISTORY     - 1946     MONUMENTED       USGS
 DU1901
 DU1901                          STATION DESCRIPTION
 DU1901
 DU1901'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1901'LOCATED ABOUT 0.75 MI W. OF REEVIS RANCH.  ON PINE-COVERED HILL
 DU1901'OVERLOOKING REEVIS RANCH.
 DU1901'
 DU1901'TO REACH FROM REEVIS RANCH CLIMB W. TO SUMMIT OF HILL, HIGHEST
 DU1901'POINT AND STATION.
 DU1901'
 DU1901'STATION MARK--STANDARD TABLET STAMPED---REEVIS 1946---, CEMENTED IN
 DU1901'BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1845 ***********************************************************************
 DU1845  DESIGNATION -  REGAL
 DU1845  PID         -  DU1845
 DU1845  STATE/COUNTY-  AZ/GILA
 DU1845  USGS QUAD   -  MULE HOOF BEND (1988)
 DU1845
 DU1845                         *CURRENT SURVEY CONTROL
 DU1845  ___________________________________________________________________
 DU1845* NAD 83(1992)-  33 48 31.67408(N)    110 33 01.79594(W)     ADJUSTED  
 DU1845* NAVD 88     -      1654.7    (meters)    5429.     (feet)  VERTCON   
 DU1845  ___________________________________________________________________
 DU1845  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DU1845  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DU1845  HORZ ORDER  -  THIRD
 DU1845
 DU1845.The horizontal coordinates were established by classical geodetic methods
 DU1845.and adjusted by the National Geodetic Survey in August 1993.
 DU1845
 DU1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1845
 DU1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1845
 DU1845.The geoid height was determined by GEOID03.
 DU1845
 DU1845;                    North         East     Units Scale Factor Converg.
 DU1845;SPC AZ E     -   311,513.990   177,823.944   MT  0.99991556   -0 12 48.9
 DU1845;SPC AZ E     - 1,022,027.53    583,411.89   iFT  0.99991556   -0 12 48.9
 DU1845;UTM  12      - 3,741,047.055   541,603.392   MT  0.99962134   +0 15 00.4
 DU1845
 DU1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1845!SPC AZ E     -   0.99974433  x   0.99991556  =   0.99965991
 DU1845!UTM  12      -   0.99974433  x   0.99962134  =   0.99936576
 DU1845
 DU1845|---------------------------------------------------------------------|
 DU1845| PID    Reference Object                     Distance      Geod. Az  |
 DU1845|                                                           dddmmss.s |
 DU1845| DU1873 REGAL RM 2                           11.064 METERS 08647     |
 DU1845| DU1837 CHRYSOTILE                          APPROX. 7.0 KM 1855721.9 |
 DU1845| DU1872 REGAL RM 1                            3.444 METERS 26253     |
 DU1845|---------------------------------------------------------------------|
 DU1845
 DU1845                          SUPERSEDED SURVEY CONTROL
 DU1845
 DU1845  NAD 83(1986)-  33 48 31.66782(N)    110 33 01.79747(W) AD(       ) 3
 DU1845  NGVD 29 (09/20/88) 1654.0    (m)         5426.     (f) VERT ANG    3  
 DU1845
 DU1845.Superseded values are not recommended for survey control.
 DU1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1845.See file dsdata.txt to determine how the superseded data were derived.
 DU1845
 DU1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4160341047(NAD 83)
 DU1845_MARKER: DS = TRIANGULATION STATION DISK
 DU1845_SETTING: 80 = SET IN A BOULDER
 DU1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1845+STABILITY: SURFACE MOTION
 DU1845
 DU1845  HISTORY     - Date     Condition        Report By
 DU1845  HISTORY     - 1946     MONUMENTED       USGS
 DU1845
 DU1845                          STATION DESCRIPTION
 DU1845
 DU1845'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1845'LOCATED ABOUT 8 MI N. OF SENECA, ABOUT 2 MI NW. OF PHILIPS MINE,
 DU1845'ABOUT 1 MI E. OF REGAL MINE.  ON PLATEAU LOCALLY CALLED 72 MESA.
 DU1845'
 DU1845'TO REACH FROM SENECA (APACHE REST), DRIVE 0.5 MI N. ON U.S. HWY.
 DU1845'60.  TURN LEFT ON REGAL AND PHILIPS MINE RD. 3.6 MI W.  TURN RIGHT
 DU1845'(NW.) ON PHILIPS MINE RD.  DRIVE 0.5 MI N. TO END OF TRUCK
 DU1845'TRAVEL.  CLIMB W. TO STATION WHICH IS ON HIGHEST POINT OF N.-S.
 DU1845'RIDGE OVERLOOKING SALT RIVER.
 DU1845'
 DU1845'STATION MARK--STANDARD TABLET STAMPED---REGAL 1946---, CEMENTED IN
 DU1845'ROCK FLUSH WITH GROUND.
 DU1845'
 DU1845'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN ROCK.
 DU1845'
 DU1845'RM 2--COPPER NAIL AND WASHER DRIVEN IN TREE STUMP 2 FT. ABOVE
 DU1845'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2249 ***********************************************************************
 DV2249  DESIGNATION -  RELLA
 DV2249  PID         -  DV2249
 DV2249  STATE/COUNTY-  AZ/MARICOPA
 DV2249  USGS QUAD   -  LAVEEN (1973)
 DV2249
 DV2249                         *CURRENT SURVEY CONTROL
 DV2249  ___________________________________________________________________
 DV2249* NAD 83(2007)-  33 20 08.61269(N)    112 10 09.40087(W)     NO CHECK  
 DV2249* NAVD 88     -       321.607  (meters)    1055.14   (feet)  ADJUSTED  
 DV2249  ___________________________________________________________________
 DV2249  EPOCH DATE  -        2007.00
 DV2249  X           -  -2,012,885.611 (meters)                     COMP
 DV2249  Y           -  -4,939,995.676 (meters)                     COMP
 DV2249  Z           -   3,485,286.799 (meters)                     COMP
 DV2249  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 DV2249  ELLIP HEIGHT-         291.666 (meters)          (02/10/07) NO CHECK
 DV2249  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV2249  DYNAMIC HT  -         321.242 (meters)    1053.94  (feet)  COMP
 DV2249
 DV2249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2249  Type    PID    Designation                      North   East  Ellip
 DV2249  -------------------------------------------------------------------
 DV2249  NETWORK DV2249 RELLA                             3.10   2.21   4.88
 DV2249  -------------------------------------------------------------------
 DV2249  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 DV2249
 DV2249  VERT ORDER  -  FIRST     CLASS II
 DV2249
 DV2249.The horizontal coordinates were established by GPS observations
 DV2249.and adjusted by the National Geodetic Survey in February 2007.
 DV2249
 DV2249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2249.No horizontal observational check was made to the station.
 DV2249.The horizontal coordinates are valid at the epoch date displayed above.
 DV2249.The epoch date for horizontal control is a decimal equivalence
 DV2249.of Year/Month/Day.
 DV2249
 DV2249.The orthometric height was determined by differential leveling
 DV2249.and adjusted in August 1994.
 DV2249
 DV2249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2249
 DV2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2249
 DV2249.The ellipsoidal height was determined by GPS observations
 DV2249.and is referenced to NAD 83.
 DV2249
 DV2249.The geoid height was determined by GEOID03.
 DV2249
 DV2249.The dynamic height is computed by dividing the NAVD 88
 DV2249.geopotential number by the normal gravity value computed on the
 DV2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2249.degrees latitude (g = 980.6199 gals.).
 DV2249
 DV2249.The modeled gravity was interpolated from observed gravity values.
 DV2249
 DV2249;                    North         East     Units Scale Factor Converg.
 DV2249;SPC AZ C     -   259,010.792   189,844.791   MT  0.99990682   -0 08 19.8
 DV2249;SPC AZ C     -   849,772.94    622,850.36   iFT  0.99990682   -0 08 19.8
 DV2249;UTM  12      - 3,689,116.774   391,183.458   MT  0.99974599   -0 38 33.5
 DV2249
 DV2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2249!SPC AZ C     -   0.99995421  x   0.99990682  =   0.99986104
 DV2249!UTM  12      -   0.99995421  x   0.99974599  =   0.99970021
 DV2249
 DV2249                          SUPERSEDED SURVEY CONTROL
 DV2249
 DV2249  ELLIP H (06/11/02)  291.692  (m)                       GP(       ) 4 2
 DV2249  NAD 83(1992)-  33 20 08.61143(N)    112 10 09.40105(W) AD(       ) 1
 DV2249  ELLIP H (08/23/93)  291.746  (m)                       GP(       ) 4 2
 DV2249  NAD 83(1986)-  33 20 08.60534(N)    112 10 09.40633(W) AD(       ) 1
 DV2249  NGVD 29 (09/11/89)  321.1    (m)         1053.     (f) GPS OBS     3  
 DV2249
 DV2249.Superseded values are not recommended for survey control.
 DV2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2249.See file dsdata.txt to determine how the superseded data were derived.
 DV2249
 DV2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9118389117(NAD 83)
 DV2249_MARKER: DD = SURVEY DISK
 DV2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2249_SP_SET: CONCRETE POST
 DV2249_STAMPING: RELLA 1986
 DV2249_MARK LOGO: AZDT  
 DV2249_PROJECTION: FLUSH
 DV2249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2249+STABILITY: SURFACE MOTION
 DV2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2249+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2249
 DV2249  HISTORY     - Date     Condition        Report By
 DV2249  HISTORY     - 1986     MONUMENTED       AZDT
 DV2249  HISTORY     - 1986     GOOD             AZDT
 DV2249  HISTORY     - 19940325 GOOD             NGS
 DV2249  HISTORY     - 19970101 GOOD             AZDT
 DV2249  HISTORY     - 20060821 GOOD             GEOCAC
 DV2249
 DV2249                          STATION DESCRIPTION
 DV2249
 DV2249'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2249'THE STATION IS LOCATED ABOUT 3.24 KM (2 MI) SOUTH-SOUTHEAST OF
 DV2249'THE INTERSECTION OF ELLIOT ROAD AND 51ST AVENUE IN LAVEEN,
 DV2249'ARIZONA.
 DV2249'
 DV2249'TO REACH THE STATION FROM THE INTERSECTION OF 51ST AVENUE AND
 DV2249'DOBBINS ROAD, GO SOUTH ON 51ST AVENUE FOR 2.99 KM (1.85 MI) TO THE
 DV2249'STATION ON THE RIGHT.
 DV2249'
 DV2249'THE STATION IS A STANDARD AGS DISK
 DV2249'STAMPED---RELLA 1986---,
 DV2249'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2249'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DV2249'1.43 METERS (4.7 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND SIGN,
 DV2249'1.28 METERS (4.2 FT) NORTH-NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2249'10.64 METERS (34.9 FT) WEST FROM THE CENTERLINE OF 51ST AVENUE,
 DV2249'0.55 METERS (1.8 FT) EAST FROM THE EASTERN EDGE OF AN IRRIGATION
 DV2249'DITCH.
 DV2249'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2249'STAMPED---RELLA 1986---,
 DV2249'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2249
 DV2249                          STATION RECOVERY (1986)
 DV2249
 DV2249'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986
 DV2249'RECOVERED IN GOOD CONDITION.
 DV2249
 DV2249                          STATION RECOVERY (1994)
 DV2249
 DV2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV2249'2.9 KM (1.80 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2249'LAVEEN, 202.0 M (662.7 FT) NORTH OF THE CENTERLINE OF ESTRELLA DRIVE,
 DV2249'10.5 M (34.4 FT) WEST OF THE AVENUE CENTERLINE, 1.2 M (3.9 FT)
 DV2249'SOUTH-SOUTHWEST OF A WITNESS POST, 1.2 M (3.9 FT) NORTH-NORTHWEST OF A
 DV2249'WITNESS POST, 0.7 M (2.3 FT) EAST OF THE EAST EDGE OF AN IRRIGATION
 DV2249'DITCH, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE AVENUE.
 DV2249
 DV2249                          STATION RECOVERY (1997)
 DV2249
 DV2249'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1997 (JJR)
 DV2249'2.9 KM (1.80 MI) SOUTH ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2249'LAVEEN, 202.0 M (662.7 FT) NORTH OF THE CENTERLINE OF ESTRELLA DRIVE,
 DV2249'10.5 M (34.4 FT) WEST OF 51ST AVENUE CENTERLINE, 1.2 M (3.9 FT) EAST
 DV2249'OF THE EAST EDGE OF A CONCRETE LINED IRRIGATION DITCH, 0.5 M (1.6 FT)
 DV2249'ABOVE THE LEVEL OF 51ST AVENUE.
 DV2249
 DV2249                          STATION RECOVERY (2006)
 DV2249
 DV2249'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0751 ***********************************************************************
 DT0751  DESIGNATION -  RENCI
 DT0751  PID         -  DT0751
 DT0751  STATE/COUNTY-  AZ/GREENLEE
 DT0751  USGS QUAD   -  CLIFTON (1989)
 DT0751
 DT0751                         *CURRENT SURVEY CONTROL
 DT0751  ___________________________________________________________________
 DT0751* NAD 83(1992)-  33 04 21.41840(N)    109 22 24.13040(W)     ADJUSTED  
 DT0751* NAVD 88     -      1651.1    (meters)    5417.     (feet)  VERTCON   
 DT0751  ___________________________________________________________________
 DT0751  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DT0751  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DT0751  HORZ ORDER  -  FIRST
 DT0751
 DT0751.The horizontal coordinates were established by classical geodetic methods
 DT0751.and adjusted by the National Geodetic Survey in August 1993.
 DT0751
 DT0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0751
 DT0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0751
 DT0751.The geoid height was determined by GEOID03.
 DT0751
 DT0751;                    North         East     Units Scale Factor Converg.
 DT0751;SPC AZ E     -   230,084.075   287,428.933   MT  0.99996762   +0 25 58.5
 DT0751;SPC AZ E     -   754,869.01    943,008.31   iFT  0.99996762   +0 25 58.5
 DT0751;UTM  12      - 3,660,513.589   651,836.756   MT  0.99988426   +0 53 16.2
 DT0751
 DT0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0751!SPC AZ E     -   0.99974483  x   0.99996762  =   0.99971246
 DT0751!UTM  12      -   0.99974483  x   0.99988426  =   0.99962912
 DT0751
 DT0751:                Primary Azimuth Mark                     Grid Az
 DT0751:SPC AZ E     -  MORENCI SILVER TANK                      048 44 36.0
 DT0751:UTM  12      -  MORENCI SILVER TANK                      048 17 18.3
 DT0751
 DT0751|---------------------------------------------------------------------|
 DT0751| PID    Reference Object                     Distance      Geod. Az  |
 DT0751|                                                           dddmmss.s |
 DT0751| DT0749 MORENCI SILVER TANK                 APPROX. 1.6 KM 0491034.5 |
 DT0751| CD2584 RENCI AZ MK                                        0603340.5 |
 DT0751| DT0747 MORENCI SMELTER SMOKESTACK          APPROX. 3.0 KM 1061353.0 |
 DT0751| CD2585 RENCI RM 1                            3.344 METERS 16245     |
 DT0751| DT0750 STATION 119                           2.449 METERS 27652     |
 DT0751| CD2586 RENCI RM 2                            2.091 METERS 27817     |
 DT0751| DT0762 SARDINE                             APPROX.16.5 KM 3563857.8 |
 DT0751|---------------------------------------------------------------------|
 DT0751
 DT0751                          SUPERSEDED SURVEY CONTROL
 DT0751
 DT0751  NAD 83(1986)-  33 04 21.41407(N)    109 22 24.12911(W) AD(       ) 1
 DT0751  NAD 27      -  33 04 21.18900(N)    109 22 21.85800(W) AD(       ) 1
 DT0751  NGVD 29 (07/19/86) 1650.4    (m)         5415.     (f) VERT ANG    3  
 DT0751
 DT0751.Superseded values are not recommended for survey control.
 DT0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0751.See file dsdata.txt to determine how the superseded data were derived.
 DT0751
 DT0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5183760514(NAD 83)
 DT0751_MARKER: DS = TRIANGULATION STATION DISK
 DT0751_SETTING: 80 = SET IN A BOULDER
 DT0751_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0751
 DT0751  HISTORY     - Date     Condition        Report By
 DT0751  HISTORY     - 1945     MONUMENTED       CGS
 DT0751  HISTORY     - 1967     GOOD             AMS
 DT0751  HISTORY     - 1978     GOOD             NGS
 DT0751
 DT0751                          STATION DESCRIPTION
 DT0751
 DT0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0751'STATION IS LOCATED ON THE TOP OF A SHARP ROCKY BUTTE WHICH
 DT0751'OVERLOOKS MORENCI.  IT IS 1/2 MILE SW OF MORENCI AND 2 MILES
 DT0751'(AIR LINE) WNW OF THE MORENCI COPPER SMELTER.
 DT0751'
 DT0751'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, GO NW
 DT0751'AND W ON U.S. HIGHWAY 666 FOR 5.6 MILES TO A FORK.  TAKE
 DT0751'RIGHT FORK (MAIN PAVED ROAD) FOR 0.5 MILE TO WHERE THE MAIN
 DT0751'PAVED ROAD BEGINS TO MAKE A RIGHT TURN AROUND THE SCHOOL
 DT0751'BUILDING WHICH IS SEVERAL STORIES HIGH (ABOUT 50 YARDS BEFORE
 DT0751'ARRIVING AT A FOOT WALK OVERPASS).  (TO REACH THE AZIMUTH
 DT0751'MARK CONTINUE ON MAIN PAVED ROAD FOR 0.1 MILE.  TAKE RIGHT FORK
 DT0751'FOR 0.2 MILE TO TRICOLOR SERVICE STATION ON THE LEFT AND
 DT0751'A ROAD TURNING OFF ON THE RIGHT.  TURN RIGHT OFF PAVED ROAD
 DT0751'AND GO 0.1 MILE.  TAKE RIGHT FORK AND GO 0.1 MILE.  TAKE
 DT0751'RIGHT FORK AND GO 0.2 MILE TO AZIMUTH MARK SET IN AN OLD
 DT0751'CONCRETE FOUNDATION.) TAKE LEFT FORK AT SCHOOL, LEAVING
 DT0751'PAVED ROAD, AND GO UP THE CANYON FOR 0.2 MILE TO FORKS.
 DT0751'TAKE LEFT FORK AND GO 0.1 MILE.  THEN MAKE A U TURN TO LEFT
 DT0751'AND FOLLOW THE MAIN SWITCH BACK ROAD UP THE MOUNTAIN S AND W FOR
 DT0751'1.1 MILES TO A CATTLE GUARD.  JUST BEFORE PASSING
 DT0751'THROUGH THE CATTLE GUARD MAKE A U TURN TO THE RIGHT AND
 DT0751'FOLLOW THE TRAIL ROAD E ALONG THE N SIDE OF THE HILL FOR
 DT0751'0.3 MILE TO A SADDLE TO THE RIGHT OF THE ROAD.  FROM HERE
 DT0751'PACK S, PASSING POWER LINES, TO HIGHEST POINT AND
 DT0751'STATION.  (ABOUT 100 YARDS NE OF THE SADDLE IS A ROCKY
 DT0751'PEAK WITH A LARGE CROSS ON IT.) A 5-MINUTE PACK.
 DT0751'
 DT0751'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 DT0751'A BOULDER WHICH PROJECTS 5 INCHES ABOVE THE GROUND AND IS
 DT0751'STAMPED RENCI 1945.
 DT0751'
 DT0751'REFERENCE MARK 1 IS SSE OF THE STATION AND AT ABOUT THE SAME
 DT0751'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 DT0751'IN A BOULDER WHICH PROJECTS 4 FEET ABOVE THE GROUND AND IS
 DT0751'STAMPED RENCI NO 1 1945.
 DT0751'
 DT0751'REFERENCE MARK 2 IS W OF THE STATION AND ABOUT 3 FEET HIGHER.
 DT0751'IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER
 DT0751'WHICH PROJECTS 3 FEET ABOVE THE GROUND AND IS STAMPED RENCI
 DT0751'NO 2 1945.
 DT0751'
 DT0751'TRIANGULATION STATION 119 IS W OF THE STATION.  IT IS MARKED
 DT0751'BY A 1-1/2-INCH IRON PIPE, 7 FEET HIGH, CEMENTED INTO ROCK.
 DT0751'THE BASE IS STAMPED 119.
 DT0751'
 DT0751'AZIMUTH MARK IS 1 MILE ENE OF THE STATION.  IT IS ABOUT 250
 DT0751'FEET NNE OF SEVERAL CONCRETE TANKS, 70-3/4 FEET E OF FIREPLUG
 DT0751'16, AND 21-1/4 FEET NW OF A 4 INCH SQUARE WHITE WITNESS POST
 DT0751'WIRED TO AN ELECTRIC LINE POST.  IT IS A BRONZE AZIMUTH DISK
 DT0751'SET FLUSH IN A CONCRETE FOUNDATION AND IS STAMPED RENCI 1945.
 DT0751
 DT0751                          STATION RECOVERY (1967)
 DT0751
 DT0751'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0751'STATION RENCI IS LOCATED APPROXIMATELY 0.5 AIRMILES (W) OF
 DT0751'MORENCI, ARIZONA ATOP A HIGH ROCKY BUTTE.
 DT0751'
 DT0751'TO REACH STATION FROM POST OFFICE IN CLIFTON, ARIZONA GO (W)
 DT0751'AND (NW) ON U.S. 666 TOWARD MORENCI, ARIZONA FOR 3.0 MI.  TAKE
 DT0751'THE RIGHT FORK LEADING PAST THE MORENCI COPPER MINE FOR 6.5
 DT0751'MI TO A FOOT BRIDGE LEADING TO THE MORENCI HIGH SCHOOL,
 DT0751'IMMEDIATELY AFTER PASSING UNDER THE FOOT BRIDGE TAKE A HARD
 DT0751'LEFT UP THE HILL PAST THE MORENCI COURT HOUSE FOR 0.9 MI TO A
 DT0751'FORK, MAKE ANOTHER HARD LEFT AND GO 0.4 MI CROSSING A RAILROAD
 DT0751'AND CONTINUE TO A BREAK IN A HILL.  AT THIS POINT MAKE A HARD
 DT0751'RIGHT FOLLOWED BY A HARD LEFT AND GO 0.5 MI PAST A HILLSIDE
 DT0751'CEMETARY ON THE LEFT.  THE STATION IS LOCATED ON THE HIGHEST
 DT0751'POINT OF THE HILL ON THE RIGHT.
 DT0751'
 DT0751'STATION MARK IS A STANDARD USC AND GS BRONZE TRIANGULATION
 DT0751'STATION DISK SET IN A LARGE BOULDER WHICH PROTRUDES 5 IN
 DT0751'ABOVE THE GROUND AND STAMPED RENCI 1945.
 DT0751'
 DT0751'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A
 DT0751'LARGE BOULDER PROTRUDING 4 FT. ABOVE THE GROUND AND STAMPED
 DT0751'RENCI NO 1, 1945.  FROM THE STATION IT IS (SSE) AT A DISTANCE
 DT0751'OF 3.33M AND A DE OF -0.023M.
 DT0751'
 DT0751'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A LARGE
 DT0751'BOULDER PROTRUDING 3 FT AND STAMPED RENCI NO 2, 1945.  FROM
 DT0751'THE STATION IT IS (W) AT A DISTANCE OF 2.11M AND A DE OF
 DT0751'+0.946M.
 DT0751'
 DT0751'NO MAG AZ WERE POSSIBLE BECAUSE OF IRON DEPOSITS.
 DT0751'
 DT0751'AZ MK WAS SEARCHED FOR BUT NOT FOUND.  TRIANGULATION STATION
 DT0751'119 WAS NOT OBSERVED AS THE IRON PIPE WAS BENT TO ONE SIDE
 DT0751'AND THE DISK IS OUT OF SIGHT BEHIND A LARGE BOULDER.
 DT0751'
 DT0751'CONDITION OF ALL MARKS IS EXCELLENT.
 DT0751'
 DT0751'VIEW FROM THE STATION IS GOOD IN A S-SE POSITION.  ALL OTHER
 DT0751'DIRECTIONS ARE BLOCKED BY RIDGE LINES.
 DT0751
 DT0751                          STATION RECOVERY (1978)
 DT0751
 DT0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0751'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 DT0751'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE
 DT0751'REFERENCE MARKS WERE MEASURED AT THIS TIME AND A DIFFERENCE IN
 DT0751'ANGLES TO THE MARKS WERE FOUND.
 DT0751'
 DT0751'TO REACH THE STATION FROM MORENCI, TRAVEL NORTH ON U.S. HWY. 666 TO
 DT0751'MILE POST 172.55 AND A TRACK ROAD ON THE RIGHT THAT LEADS ABOVE THE
 DT0751'OLD CEMETERY, TURN RIGHT AND GO 0.15 MILE TO END OF TRUCK TRAVEL,
 DT0751'PACK NORTH ON HILL TO HIGHEST POINT AND THE STATION.  ABOUT A 15
 DT0751'MINUTE PACK.
 DT0751'
 DT0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 DT0751'OF MORENCI.
 DT0751'
 DT0751'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1615 ***********************************************************************
 DU1615  DESIGNATION -  RENO
 DU1615  PID         -  DU1615
 DU1615  STATE/COUNTY-  AZ/GILA
 DU1615  USGS QUAD   -  TONTO BASIN (1964)
 DU1615
 DU1615                         *CURRENT SURVEY CONTROL
 DU1615  ___________________________________________________________________
 DU1615* NAD 83(1992)-  33 52 06.09528(N)    111 18 47.01888(W)     ADJUSTED  
 DU1615* NAVD 88     -       738.424  (meters)    2422.65   (feet)  ADJUSTED  
 DU1615  ___________________________________________________________________
 DU1615  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DU1615  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DU1615  DYNAMIC HT  -         737.478 (meters)    2419.54  (feet)  COMP
 DU1615  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 DU1615
 DU1615  HORZ ORDER  -  FIRST
 DU1615  VERT ORDER  -  FIRST     CLASS II
 DU1615
 DU1615.The horizontal coordinates were established by classical geodetic methods
 DU1615.and adjusted by the National Geodetic Survey in August 1993.
 DU1615
 DU1615.The orthometric height was determined by differential leveling
 DU1615.and adjusted in June 1991.
 DU1615
 DU1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1615
 DU1615.The geoid height was determined by GEOID03.
 DU1615
 DU1615.The dynamic height is computed by dividing the NAVD 88
 DU1615.geopotential number by the normal gravity value computed on the
 DU1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1615.degrees latitude (g = 980.6199 gals.).
 DU1615
 DU1615.The modeled gravity was interpolated from observed gravity values.
 DU1615
 DU1615;                    North         East     Units Scale Factor Converg.
 DU1615;SPC AZ E     -   318,644.999   107,295.434   MT  1.00003864   -0 38 20.1
 DU1615;SPC AZ E     - 1,045,423.23    352,019.14   iFT  1.00003864   -0 38 20.1
 DU1615;UTM  12      - 3,747,604.214   471,044.939   MT  0.99961034   -0 10 28.1
 DU1615
 DU1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1615!SPC AZ E     -   0.99988841  x   1.00003864  =   0.99992704
 DU1615!UTM  12      -   0.99988841  x   0.99961034  =   0.99949879
 DU1615
 DU1615|---------------------------------------------------------------------|
 DU1615| PID    Reference Object                     Distance      Geod. Az  |
 DU1615|                                                           dddmmss.s |
 DU1615| DU1616 RENO RM 1                             6.059 METERS 04206     |
 DU1615| CH6192 RENO AZ MK                                         1465212.6 |
 DU1615| DU1617 RENO RM 2                            10.026 METERS 15548     |
 DU1615|---------------------------------------------------------------------|
 DU1615
 DU1615                          SUPERSEDED SURVEY CONTROL
 DU1615
 DU1615  NAD 83(1986)-  33 52 06.08692(N)    111 18 47.02133(W) AD(       ) 1
 DU1615  NAD 27      -  33 52 05.93200(N)    111 18 44.55200(W) AD(       ) 1
 DU1615  NGVD 29 (07/19/86)  738.0    (m)         2421.     (f) VERT ANG    3  
 DU1615
 DU1615.Superseded values are not recommended for survey control.
 DU1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1615.See file dsdata.txt to determine how the superseded data were derived.
 DU1615
 DU1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7104547604(NAD 83)
 DU1615_MARKER: DS = TRIANGULATION STATION DISK
 DU1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1615_SP_SET: CONCRETE POST
 DU1615_STAMPING: RENO 1946
 DU1615_MARK LOGO: CGS   
 DU1615_PROJECTION: FLUSH
 DU1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1615+STABILITY: SURFACE MOTION
 DU1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1615+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2007
 DU1615
 DU1615  HISTORY     - Date     Condition        Report By
 DU1615  HISTORY     - 1946     MONUMENTED       CGS
 DU1615  HISTORY     - 1966     GOOD             CGS
 DU1615  HISTORY     - 1983     GOOD             NGS
 DU1615  HISTORY     - 1983     GOOD             NGS
 DU1615  HISTORY     - 20070101 GOOD             GEOCAC
 DU1615
 DU1615                          STATION DESCRIPTION
 DU1615
 DU1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU1615'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 17 MILES NORTHWEST
 DU1615'OF ROOSEVELT, 26 MILES SOUTH OF PAYSON, 1/4 MILE SOUTH-SOUTHWEST
 DU1615'OF THE TONTO POST OFFICE, AND 1/4 MILE WEST OF TONTO CREEK.  IT IS
 DU1615'ON THE GROUNDS OF THE RENO RANGER STATION OF THE U.S. FOREST
 DU1615'SERVICE, ABOUT 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DU1615'OFFICE, 15 FEET WEST OF A NORTH-SOUTH FENCE, 27 FEET NORTH OF
 DU1615'CENTERLINE OF DRIVE, AND 40 FEET NORTH-NORTHWEST OF CENTER OF
 DU1615'CATTLE GUARD.  MARKED BY A STANDARD TRIANGULATION STATION
 DU1615'DISK, STAMPED RENO 1946, SET IN A 10-INCH SQUARE CONCRETE POST
 DU1615'THAT PROJECTS 1 INCH ABOVE GROUND.
 DU1615'
 DU1615'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1 FOOT WEST OF
 DU1615'FENCE.  A STANDARD REFERENCE MARK DISK, STAMPED RENO NO 1 1946,
 DU1615'SET IN A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE
 DU1615'GROUND.  REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION,
 DU1615'ABOUT 8 INCHES EAST OF THE WEST END OF THE NORTH CONCRETE
 DU1615'HEADWALL OF CATTLE GUARD.  A STANDARD REFERENCE MARK DISK,
 DU1615'STAMPED RENO NO 2 1946.
 DU1615'
 DU1615'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION, ABOUT
 DU1615'100 FEET EAST OF THE CENTERLINE OF THE ROAD WHERE IT TURNS OUT
 DU1615'OF SIGHT AROUND A POINT, AND IS 4 FEET NORTHWEST OF A 2-1/2 FOOT
 DU1615'CAIRN.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED RENO 1946,
 DU1615'SET IN A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 DU1615'ABOVE GROUND.
 DU1615
 DU1615                          STATION RECOVERY (1966)
 DU1615
 DU1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DU1615'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 DU1615'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DU1615'
 DU1615'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DU1615
 DU1615                          STATION RECOVERY (1983)
 DU1615
 DU1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (BWM)
 DU1615'RENO, RENO RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 DU1615
 DU1615                          STATION RECOVERY (1983)
 DU1615
 DU1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU1615'0.5 KM (0.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1615'0.5 KM (0.3 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN PUNKIN
 DU1615'CENTER, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG A DIRT ROAD LEADING TO
 DU1615'TONTO BASIN RANGER STATION, AT THE GATE LEADING TO THE RANGER STATION,
 DU1615'7.6 METERS (25 FT) NORTH OF THE CENTER OF THE DIRT ROAD, 30.5 METERS
 DU1615'(100 FT) SOUTH OF THE SOUTHWEST CORNER OF A HELICOPTER PAD, 10.1
 DU1615'METERS (33 FT) NORTHWEST OF THE NORTH END OF A CATTLE GUARD, 6.1
 DU1615'METERS (20 FT) SOUTHWEST OF RM 1, 5.0 METERS (16 FT) WEST OF A FENCE,
 DU1615'10.0 METERS (33 FT) NORTH-NORTHWEST OF RM 2.
 DU1615'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DU1615'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
 DU1615
 DU1615                          STATION RECOVERY (2007)
 DU1615
 DU1615'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0730 ***********************************************************************
 DT0730  DESIGNATION -  RENO
 DT0730  PID         -  DT0730
 DT0730  STATE/COUNTY-  AZ/GREENLEE
 DT0730  USGS QUAD   -  BALDY BILL POINT (1991)
 DT0730
 DT0730                         *CURRENT SURVEY CONTROL
 DT0730  ___________________________________________________________________
 DT0730* NAD 83(1992)-  33 37 15.23559(N)    109 25 44.63814(W)     ADJUSTED  
 DT0730* NAVD 88     -      2772.7    (meters)    9097.     (feet)  VERTCON   
 DT0730  ___________________________________________________________________
 DT0730  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 DT0730  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 DT0730  HORZ ORDER  -  THIRD
 DT0730
 DT0730.The horizontal coordinates were established by classical geodetic methods
 DT0730.and adjusted by the National Geodetic Survey in August 1993.
 DT0730
 DT0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0730
 DT0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0730
 DT0730.The geoid height was determined by GEOID03.
 DT0730
 DT0730;                    North         East     Units Scale Factor Converg.
 DT0730;SPC AZ E     -   290,852.461   281,798.178   MT  0.99995772   +0 24 30.3
 DT0730;SPC AZ E     -   954,240.36    924,534.70   iFT  0.99995772   +0 24 30.3
 DT0730;UTM  12      - 3,721,229.555   645,720.733   MT  0.99986179   +0 52 11.9
 DT0730
 DT0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0730!SPC AZ E     -   0.99956857  x   0.99995772  =   0.99952630
 DT0730!UTM  12      -   0.99956857  x   0.99986179  =   0.99943042
 DT0730
 DT0730|---------------------------------------------------------------------|
 DT0730| PID    Reference Object                     Distance      Geod. Az  |
 DT0730|                                                           dddmmss.s |
 DT0730| CD2587 RENO RM 1                             6.189 METERS 11059     |
 DT0730| DT0766 ROSE                                APPROX.20.9 KM 1650142.8 |
 DT0730| CD2588 RENO RM 2                            11.881 METERS 16625     |
 DT0730|---------------------------------------------------------------------|
 DT0730
 DT0730                          SUPERSEDED SURVEY CONTROL
 DT0730
 DT0730  NAD 83(1986)-  33 37 15.23348(N)    109 25 44.63952(W) AD(       ) 3
 DT0730  NAD 27      -  33 37 15.04050(N)    109 25 42.33390(W) AD(       ) 3
 DT0730  NGVD 29 (07/19/86) 2771.5    (m)         9093.     (f) VERT ANG    3  
 DT0730
 DT0730.Superseded values are not recommended for survey control.
 DT0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0730.See file dsdata.txt to determine how the superseded data were derived.
 DT0730
 DT0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4572121230(NAD 83)
 DT0730_MARKER: DD = SURVEY DISK
 DT0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0730
 DT0730  HISTORY     - Date     Condition        Report By
 DT0730  HISTORY     - 1960     MONUMENTED       USFS
 DT0730  HISTORY     - 1967     GOOD             AMS
 DT0730  HISTORY     - 1972     GOOD             AZHD
 DT0730
 DT0730                          STATION DESCRIPTION
 DT0730
 DT0730'DESCRIBED BY US FOREST SERVICE 1960 (NES)
 DT0730'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT TIMBER
 DT0730'COVERED RIDGE AT THE SITE OF THE RENO LOOKOUT TOWER, ABOUT 23
 DT0730'MILES AIRLINE SOUTHWEST OF ALPINE AND ABOUT 6 MILES
 DT0730'WEST-SOUTHWEST OF HANNAGAN MEADOWS LODGE.
 DT0730'
 DT0730'TO REACH THE STATION FROM HANNAGAN MEADOWS LODGE, GO SOUTH
 DT0730'ON U.S. HIGHWAY 666 FOR 5.8 MILES TO A SIDE ROAD RIGHT, TURN
 DT0730'RIGHT AND FOLLOW DIRT ROAD NORTHWESTERLY FOR 6.35 MILES TO A FORK
 DT0730'AND SIGN RENO LOOKOUT 1/2, TAKE RIGHT FORK AND GO 0.45 MILE
 DT0730'TO THE LOOKOUT TOWER AND STATION.
 DT0730'
 DT0730'THE STATION MARK, STAMPED RENO 1932, IS A STANDARD U.S. FOREST
 DT0730'SERVICE DISK CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DT0730'MONUMENT THAT PROJECTS 3 INCHES.  IT IS DIRECTLY BENEATH THE
 DT0730'CENTER OF THE LOOKOUT TOWER.
 DT0730'
 DT0730'REFERENCE MARK 1, STAMPED RENO USFS 1960, IS A STANDARD DISK
 DT0730'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6
 DT0730'INCHES AND IS ON ABOUT THE SAME ELEVATION AS THE STATION.
 DT0730'
 DT0730'REFERENCE MARK 2, STAMPED RENO USFS 1960, IS A STANDARD DISK
 DT0730'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH AND IS
 DT0730'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DT0730'
 DT0730'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 DT0730
 DT0730                          STATION RECOVERY (1967)
 DT0730
 DT0730'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0730'STATION RENO IS LOCATED 23.5 AIRMILES (SW) OF ALPINE, ARIZONA
 DT0730'AND 7.0 AIRMILES (SW) OF HANNAGANS MEADOW, ARIZONA.
 DT0730'
 DT0730'TO REACH FROM HANNAGANS MEADOW LODGE GO (NE) FOR 0.3 MI ON
 DT0730'U.S. HWY 666 TO INTERSECTION OF HWY AND DIRT ROAD ON LEFT
 DT0730'(NW), TURN LEFT (NW) AND GO FOR 1.2 MI TO CLOSED GATE, CONTINUE
 DT0730'ON SAME ROAD FOR 2.9 MI TO T INTERSECTION, TURN LEFT (S) AND
 DT0730'GO FOR 2.8 MI TO CATTLE GUARD, PASS CATTLE GUARD AND CONTINUE
 DT0730'ON SAME ROAD FOR 2.5 MI TO Y INTERSECTION, CONTINUE ON SAME
 DT0730'ROAD FOR 0.2 MI TO CATTLE GUARD, CROSS CATTLE GUARD AND
 DT0730'CONTINUE ON SAME ROAD FOR 0.9 MI TO Y INTERSECTION, TAKE RIGHT
 DT0730'FORK (S) AND GO FOR 0.5 MI TO Y INTERSECTION, CONTINUE ON
 DT0730'SAME ROAD (SW) AND GO FOR 0.1 MI TO Y INTERSECTION, CONTINUE
 DT0730'ON SAME ROAD (W) AND GO FOR 0.3 MI TO Y INTERSECTION, TAKE
 DT0730'LEFT FORK (W) AND GO FOR 5.1 MI TO INTERSECTION OF ROAD ON
 DT0730'RIGHT (NW), TURN RIGHT (NW) AND GO FOR 0.5 MI TO END OF ROAD
 DT0730'AND STATION SITE.
 DT0730'
 DT0730'STATION IS THE HIGHEST POINT ON A NW-SE RIDGE.  THE STATION
 DT0730'MARK IS A STANDARD USDAFS BRONZE DISK CEMENTED IN TOP OF A
 DT0730'12 IN SQUARE CONCRETE MONUMENT THAT PROJECTS 3 IN AND STAMPED
 DT0730'RENO 1932.
 DT0730'
 DT0730'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK SET IN ROCK
 DT0730'PROJECTING APPROX. 1 IN AND STAMPED RENO USFS NO 1 1960.
 DT0730'FROM THE STATION IT IS (E) ON A MAG AZ OF 103 DEG AT A DISTANCE
 DT0730'OF 6.187M AND A DE OF -0.01M.
 DT0730'
 DT0730'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK SET IN ROCK WHICH
 DT0730'PROJECTS APPROX. 2 IN AND STAMPED RENO USFS NO 2 1960.  FROM
 DT0730'THE STATION IT IS (SE) ON A MAG AZ OF 158 DEG AT A DISTANCE
 DT0730'OF 11.889M AND A DE OF -0.70M.
 DT0730'
 DT0730'CONDITION OF ALL MARKS IS EXCELLENT.
 DT0730'
 DT0730'NOTE--OLD TOWER CENTERED OVER STATION MARK HAS BEEN REMOVED
 DT0730'AND A NEW TOWER ERECTED 6.855M (N) OF STATION.  LINE OF SIGHT
 DT0730'IS OBSTRUCTED IN ALL DIRECTIONS BY DENSE FOREST.
 DT0730
 DT0730                          STATION RECOVERY (1972)
 DT0730
 DT0730'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DT0730'GENERAL LOCATION 1960 DESCRIPTION GOOD
 DT0730'
 DT0730'TO REACH 1960 DESCRIPTION GOOD
 DT0730'
 DT0730'STATION MARK RENO 1932
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1616 ***********************************************************************
 DU1616  DESIGNATION -  RENO RM 1
 DU1616  PID         -  DU1616
 DU1616  STATE/COUNTY-  AZ/GILA
 DU1616  USGS QUAD   -  TONTO BASIN (1964)
 DU1616
 DU1616                         *CURRENT SURVEY CONTROL
 DU1616  ___________________________________________________________________
 DU1616* NAD 83(1986)-  33 52 06.     (N)    111 18 47.     (W)     SCALED    
 DU1616* NAVD 88     -       738.395  (meters)    2422.55   (feet)  ADJUSTED  
 DU1616  ___________________________________________________________________
 DU1616  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DU1616  DYNAMIC HT  -         737.449 (meters)    2419.45  (feet)  COMP
 DU1616  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 DU1616
 DU1616  VERT ORDER  -  FIRST     CLASS II
 DU1616
 DU1616.The horizontal coordinates were scaled from a topographic map and have
 DU1616.an estimated accuracy of +/- 6 seconds.
 DU1616
 DU1616.The orthometric height was determined by differential leveling
 DU1616.and adjusted in June 1991.
 DU1616
 DU1616.The geoid height was determined by GEOID03.
 DU1616
 DU1616.The dynamic height is computed by dividing the NAVD 88
 DU1616.geopotential number by the normal gravity value computed on the
 DU1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1616.degrees latitude (g = 980.6199 gals.).
 DU1616
 DU1616.The modeled gravity was interpolated from observed gravity values.
 DU1616
 DU1616;                    North         East    Units  Estimated Accuracy
 DU1616;SPC AZ E     -   318,640.      107,300.      MT  (+/- 180 meters Scaled)
 DU1616
 DU1616                          SUPERSEDED SURVEY CONTROL
 DU1616
 DU1616.No superseded survey control is available for this station.
 DU1616
 DU1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710476(NAD 83)
 DU1616_MARKER: DR = REFERENCE MARK DISK
 DU1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1616_SP_SET: CONCRETE POST
 DU1616_STAMPING: RENO NO 1 1946
 DU1616_MARK LOGO: CGS   
 DU1616_PROJECTION: FLUSH
 DU1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1616+STABILITY: SURFACE MOTION
 DU1616
 DU1616  HISTORY     - Date     Condition        Report By
 DU1616  HISTORY     - 1946     MONUMENTED       CGS
 DU1616  HISTORY     - 1983     GOOD             NGS
 DU1616  HISTORY     - 20070101 MARK NOT FOUND   GEOCAC
 DU1616
 DU1616                          STATION DESCRIPTION
 DU1616
 DU1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1616'0.5 KM (0.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1616'0.5 KM (0.3 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN PUNKIN
 DU1616'CENTER, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG A DIRT ROAD LEADING TO
 DU1616'TONTO BASIN RANGER STATION, AT THE GATE LEADING TO THE RANGER STATION,
 DU1616'14.2 METERS (47 FT) NORTH OF THE DIRT ROAD CENTER, 24.8 METERS (82 FT)
 DU1616'SOUTH OF THE SOUTHWEST CORNER OF A HELICOPTER PAD, 13.6 METERS (45 FT)
 DU1616'NORTH OF THE NORTH END OF A CATTLE GUARD, 6.0 METERS (20 FT) NORTHEAST
 DU1616'OF THE STATION, 1.0 METER (3.3 FT) WEST OF A FENCE.
 DU1616'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DU1616
 DU1616                          STATION RECOVERY (2007)
 DU1616
 DU1616'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1616'MEASUREMENTS TAKEN FROM NEARBY RECOVERED MARKS PINPOINTED THE
 DU1616'LOCATION, BUT PROBING AND METAL DETECTION DID NOT REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1617 ***********************************************************************
 DU1617  DESIGNATION -  RENO RM 2
 DU1617  PID         -  DU1617
 DU1617  STATE/COUNTY-  AZ/GILA
 DU1617  USGS QUAD   -  TONTO BASIN (1964)
 DU1617
 DU1617                         *CURRENT SURVEY CONTROL
 DU1617  ___________________________________________________________________
 DU1617* NAD 83(1986)-  33 52 06.     (N)    111 18 47.     (W)     SCALED    
 DU1617* NAVD 88     -       738.446  (meters)    2422.72   (feet)  ADJUSTED  
 DU1617  ___________________________________________________________________
 DU1617  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DU1617  DYNAMIC HT  -         737.500 (meters)    2419.61  (feet)  COMP
 DU1617  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 DU1617
 DU1617  VERT ORDER  -  FIRST     CLASS II
 DU1617
 DU1617.The horizontal coordinates were scaled from a topographic map and have
 DU1617.an estimated accuracy of +/- 6 seconds.
 DU1617
 DU1617.The orthometric height was determined by differential leveling
 DU1617.and adjusted in June 1991.
 DU1617
 DU1617.The geoid height was determined by GEOID03.
 DU1617
 DU1617.The dynamic height is computed by dividing the NAVD 88
 DU1617.geopotential number by the normal gravity value computed on the
 DU1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1617.degrees latitude (g = 980.6199 gals.).
 DU1617
 DU1617.The modeled gravity was interpolated from observed gravity values.
 DU1617
 DU1617;                    North         East    Units  Estimated Accuracy
 DU1617;SPC AZ E     -   318,640.      107,300.      MT  (+/- 180 meters Scaled)
 DU1617
 DU1617                          SUPERSEDED SURVEY CONTROL
 DU1617
 DU1617.No superseded survey control is available for this station.
 DU1617
 DU1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710476(NAD 83)
 DU1617_MARKER: DR = REFERENCE MARK DISK
 DU1617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1617_SP_SET: HEADWALL
 DU1617_STAMPING: RENO NO 2 1946
 DU1617_MARK LOGO: CGS   
 DU1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1617+STABILITY: SURFACE MOTION
 DU1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1617+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2007
 DU1617
 DU1617  HISTORY     - Date     Condition        Report By
 DU1617  HISTORY     - 1946     MONUMENTED       CGS
 DU1617  HISTORY     - 1983     GOOD             NGS
 DU1617  HISTORY     - 20070101 GOOD             GEOCAC
 DU1617
 DU1617                          STATION DESCRIPTION
 DU1617
 DU1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1617'0.5 KM (0.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1617'0.5 KM (0.3 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN PUNKIN
 DU1617'CENTER, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG A DIRT ROAD LEADING TO
 DU1617'THE TONTO BASIN RANGER STATION, IN TOP OF THE WEST END OF THE NORTH
 DU1617'CONCRETE HEADWALL OF A CATTLE GUARD, AT THE GATE TO THE RANGER
 DU1617'STATION, 2.4 METERS (8 FT) NORTH OF THE ROAD CENTER, 38.1 METERS (125
 DU1617'FT) SOUTH OF THE SOUTHWEST CORNER OF A HELICOPTER PAD, 10.1 METERS (33
 DU1617'FT) SOUTHEAST OF THE STATION, 1.0 METER (3.3 FT) SOUTH OF THE NORTH
 DU1617'GATE POST.
 DU1617'THE MARK IS 0.3 M ABOVE THE ROAD.
 DU1617
 DU1617                          STATION RECOVERY (2007)
 DU1617
 DU1617'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0897 ***********************************************************************
 DW0897  DESIGNATION -  RESERVATION
 DW0897  PID         -  DW0897
 DW0897  STATE/COUNTY-  AZ/LA PAZ
 DW0897  USGS QUAD   -  MOON MTN NE (1971)
 DW0897
 DW0897                         *CURRENT SURVEY CONTROL
 DW0897  ___________________________________________________________________
 DW0897* NAD 83(1992)-  33 57 38.29193(N)    114 21 21.79021(W)     ADJUSTED  
 DW0897* NAVD 88     -       282.1    (meters)     926.     (feet)  VERTCON   
 DW0897  ___________________________________________________________________
 DW0897  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DW0897  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DW0897  HORZ ORDER  -  FIRST
 DW0897
 DW0897.The horizontal coordinates were established by classical geodetic methods
 DW0897.and adjusted by the National Geodetic Survey in August 1993.
 DW0897
 DW0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0897
 DW0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0897
 DW0897.The geoid height was determined by GEOID03.
 DW0897
 DW0897;                    North         East     Units Scale Factor Converg.
 DW0897;SPC AZ W     -   328,464.458   157,347.464   MT  0.99997200   -0 20 18.8
 DW0897;SPC AZ W     - 1,077,639.30    516,231.84   iFT  0.99997200   -0 20 18.8
 DW0897;SPC CA 5     -   557,201.170 2,336,732.288   MT  1.00001655   +2 04 37.5
 DW0897;SPC CA 5     - 1,828,084.17  7,666,429.18   sFT  1.00001655   +2 04 37.5
 DW0897;SPC CA 6     -   700,552.369 2,175,045.365   MT  1.00001383   +1 02 26.7
 DW0897;SPC CA 6     - 2,298,395.56  7,135,961.34   sFT  1.00001383   +1 02 26.7
 DW0897;UTM  11      - 3,760,941.689   744,308.205   MT  1.00033584   +1 28 39.7
 DW0897
 DW0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0897!SPC AZ W     -   0.99996067  x   0.99997200  =   0.99993267
 DW0897!SPC CA 5     -   0.99996067  x   1.00001655  =   0.99997722
 DW0897!SPC CA 6     -   0.99996067  x   1.00001383  =   0.99997450
 DW0897!UTM  11      -   0.99996067  x   1.00033584  =   1.00029650
 DW0897
 DW0897:                Primary Azimuth Mark                     Grid Az
 DW0897:SPC AZ W     -  AGENCY CAIRN                             078 44 30.6
 DW0897:SPC CA 5     -  AGENCY CAIRN                             076 19 34.3
 DW0897:SPC CA 6     -  AGENCY CAIRN                             077 21 45.1
 DW0897:UTM  11      -  AGENCY CAIRN                             076 55 32.1
 DW0897
 DW0897|---------------------------------------------------------------------|
 DW0897| PID    Reference Object                     Distance      Geod. Az  |
 DW0897|                                                           dddmmss.s |
 DW0897| DW0895 AGENCY CAIRN                        APPROX. 3.8 KM 0782411.8 |
 DW0897| CF0559 RESERVATION RM 4                      2.570 METERS 13331     |
 DW0897| CF0555 RESERVATION AZ MK                                  2784938.7 |
 DW0897| CF0557 RESERVATION RM 2 AZIMUTH                           29422     |
 DW0897| CF0556 RESERVATION RM 1                      4.712 METERS 32902     |
 DW0897| CF0558 RESERVATION RM 3                      3.725 METERS 34238     |
 DW0897|---------------------------------------------------------------------|
 DW0897
 DW0897                          SUPERSEDED SURVEY CONTROL
 DW0897
 DW0897  NAD 83(1986)-  33 57 38.29122(N)    114 21 21.79564(W) AD(       ) 1
 DW0897  NAD 27      -  33 57 38.22900(N)    114 21 18.96800(W) AD(       ) 1
 DW0897  NGVD 29 (07/19/86)  281.5    (m)          924.     (f) VERT ANG    3  
 DW0897
 DW0897.Superseded values are not recommended for survey control.
 DW0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0897.See file dsdata.txt to determine how the superseded data were derived.
 DW0897
 DW0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4430860942(NAD 83)
 DW0897_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0897_SETTING: 66 = SET IN ROCK OUTCROP
 DW0897_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0897+STABILITY: POSITION/ELEVATION WELL
 DW0897
 DW0897  HISTORY     - Date     Condition        Report By
 DW0897  HISTORY     - 1935     MONUMENTED       CGS
 DW0897  HISTORY     - 1948     GOOD             CGS
 DW0897  HISTORY     - 1954     GOOD             USGS
 DW0897  HISTORY     - 1970     GOOD             USGS
 DW0897
 DW0897                          STATION DESCRIPTION
 DW0897
 DW0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0897'STATION IS ON THE HIGHEST POINT OF A SMALL BLACK MOUNTAIN.
 DW0897'IT IS THE MOST WESTERN OR THE NEAREST MOUNTAIN TO THE COLORADO
 DW0897'RIVER IN THE VICINITY.  IT IS ABOUT 29 MILES NNE OF BLYTHE, 15
 DW0897'MILES SE OF PARKER, 6 MILES A LITTLE S OF E FROM THE MOST
 DW0897'EASTERN BEND OF THE COLORADO RIVER AT THE SE BASE OF RIVERSIDE
 DW0897'MOUNTAIN.  IT IS ABOUT 1/2 MILE E OF THE PARKER INDIAN
 DW0897'RESERVATION ROAD.
 DW0897'
 DW0897'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 DW0897'DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0897'
 DW0897'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 1/4 MILE WNW ON THE
 DW0897'TOP OF A ROUND BLACK KNOLL.
 DW0897'
 DW0897'REACHED AS FOLLOWS FROM PARKER--GO S ON THE MAIN HIGHWAY OR
 DW0897'THE QUARTZITE ROAD FOR 4.6 MILES, CONTINUE STRAIGHT AHEAD
 DW0897'(S) ON DIRT ROAD WHERE THE HIGHWAY TURNS E, GO 0.5 MILE AND
 DW0897'TAKE RIGHT FORK.  FOLLOW THE MAIN-TRAVELED ROAD 9.9 MILES TO A
 DW0897'POINT ABOUT 1/2 MILE W OF THE STATION.  TURN E OFF ROAD AND
 DW0897'DRIVE 0.2 MILE TO THE BASE OF THE HILL.  ASCEND RIDGE EASTWARD
 DW0897'TO THE STATION.  ABOUT A 20-MINUTE PACK.
 DW0897
 DW0897                          STATION RECOVERY (1948)
 DW0897
 DW0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DW0897'STATION RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 DW0897'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 AND NO. 2
 DW0897'(AZIMUTH MARK) WERE SEARCHED FOR BUT NOT FOUND.  REFERENCE
 DW0897'MARK NO. 3 AND NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 DW0897'A COMPLETE DESCRIPTION FOLLOWS--
 DW0897'
 DW0897'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL
 DW0897'BLACK MOUNTAIN, WHICH IS THE NEAREST ONE TO THE COLORADO RIVER
 DW0897'IN THIS VICINITY, ABOUT 29 MILES AIR LINE NORTH-NORTHEAST OF
 DW0897'BLYTHE, ABOUT 15 MILES SOUTHEAST OF PARKER AND ABOUT 6 MILES
 DW0897'AIR LINE EAST OF THE COLORADO RIVER.  THE STATION MARK
 DW0897'IS FLUSH WITH THE GROUND AND STAMPED,
 DW0897'RESERVATION 1935.
 DW0897'
 DW0897'REFERENCE MARK NO. 3 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0897'THE STATION MARK PROJECTS 12 INCHES AND
 DW0897'STAMPED, RESERVATION NO 3 1948.
 DW0897'
 DW0897'REFERENCE MARK NO. 4 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DW0897'STATION MARK FLUSH WITH THE GROUND AND
 DW0897'STAMPED, RESERVATION NO 4 1948.
 DW0897'
 DW0897'THE AZIMUTH MARK IS LOCATED ON THE HIGHEST PART OF A BEDROCK OUTCROP
 DW0897'WHICH PROJECTS 20 FEET ABOVE THE VALLEY FLOOR,
 DW0897'FLUSH WITH THE GROUND AND STAMPED, RESERVATION 1948.
 DW0897'
 DW0897'TO REACH THE STATION FROM THE POST OFFICE IN BLYTHE, GO EAST
 DW0897'ON U.S. HIGHWAY 60 AND 70 FOR 2.5 MILES TO THE ARIZONA QUARANTINE
 DW0897'STATION.  CONTINUE ON THE HIGHWAY FOR 2.4 MILES TO GRADED
 DW0897'ROAD ON THE LEFT.  TURN LEFT, NORTH, AND FOLLOW THE MAIN
 DW0897'GRADED ROAD ALONG THE TELEPHONE LINE FOR 20.9 MILES TO THE
 DW0897'BEGINING OF PAVED ROAD.  FOLLOW PAVED ROAD, NORTH, FOR 4.6 MILES
 DW0897'TO CROSS ROAD.  TURN RIGHT, EAST, ON GRAVELED ROAD FOR 0.9 MILE
 DW0897'TO AN IRRIGATION DITCH AND THE END OF FENCE LINE.  CONTINUE
 DW0897'STRAIGHT AHEAD, EAST, AND FOLLOW CLEARED AREA FOR 2.2 MILE TO
 DW0897'A TRACK CROSS ROAD.  TURN LEFT, NORTH, AND FOLLOW TRACK ROAD
 DW0897'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST, AS
 DW0897'DESCRIBED.  HERE TURN RIGHT, EAST, FOR 0.2 MILE TO THE BASE
 DW0897'OF MOUNTAIN AND THE END OF TRUCK TRAVEL.  HERE PACK UP RIDGE
 DW0897'TO THE HIGHEST POINT AND STATION.  A 30-MINUTE PACK.
 DW0897'
 DW0897'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0897
 DW0897                          STATION RECOVERY (1954)
 DW0897
 DW0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0897'RECOVERED IN GOOD CONDITION.
 DW0897'
 DW0897'NOTE--RM 4 NOT FOUND.
 DW0897
 DW0897                          STATION RECOVERY (1970)
 DW0897
 DW0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (AET)
 DW0897'TO REACH FROM POST OFFICE AT POSTON, ARIZONA, DRIVE SOUTH ON
 DW0897'POSTON PARKER HIGHWAY FOR 2.65 MILES.  TURN LEFT AND DRIVE
 DW0897'EAST FOR 3.55 MILES, KEEP MAIN TRAVELED ROAD, PASS THROUGH
 DW0897'A GATE AND TURN RIGHT TO BASE OF HILL, ASCEND RIDGE EASTWARD
 DW0897'BY FOOT TO HIGHEST PEAK AND STATION SITE, A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0302 ***********************************************************************
 CG0302  DESIGNATION -  RESERVE
 CG0302  PID         -  CG0302
 CG0302  STATE/COUNTY-  AZ/PIMA
 CG0302  USGS QUAD   -  GREEN VALLEY (1981)
 CG0302
 CG0302                         *CURRENT SURVEY CONTROL
 CG0302  ___________________________________________________________________
 CG0302* NAD 83(2007)-  31 49 09.39062(N)    110 55 07.58705(W)     ADJUSTED  
 CG0302* NAVD 88     -      1007.5    (meters)    3305.     (feet)  GPS OBS   
 CG0302  ___________________________________________________________________
 CG0302  EPOCH DATE  -        2007.00
 CG0302  X           -  -1,937,136.308 (meters)                     COMP
 CG0302  Y           -  -5,067,875.121 (meters)                     COMP
 CG0302  Z           -   3,343,935.829 (meters)                     COMP
 CG0302  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 CG0302  ELLIP HEIGHT-         978.216 (meters)          (02/10/07) ADJUSTED
 CG0302  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CG0302
 CG0302  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG0302  Type    PID    Designation                      North   East  Ellip
 CG0302  -------------------------------------------------------------------
 CG0302  NETWORK CG0302 RESERVE                           1.04   0.80   1.51
 CG0302  -------------------------------------------------------------------
 CG0302
 CG0302.The horizontal coordinates were established by GPS observations
 CG0302.and adjusted by the National Geodetic Survey in February 2007.
 CG0302
 CG0302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG0302.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG0302.The horizontal coordinates are valid at the epoch date displayed above.
 CG0302.The epoch date for horizontal control is a decimal equivalence
 CG0302.of Year/Month/Day.
 CG0302
 CG0302.The orthometric height was determined by GPS observations and a
 CG0302.high-resolution geoid model.
 CG0302
 CG0302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG0302
 CG0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0302
 CG0302.The ellipsoidal height was determined by GPS observations
 CG0302.and is referenced to NAD 83.
 CG0302
 CG0302.The geoid height was determined by GEOID03.
 CG0302
 CG0302;                    North         East     Units Scale Factor Converg.
 CG0302;SPC AZ C     -    91,263.091   307,831.172   MT  1.00001004   +0 31 34.2
 CG0302;SPC AZ C     -   299,419.59  1,009,944.79   iFT  1.00001004   +0 31 34.2
 CG0302;UTM  12      - 3,520,406.868   507,687.225   MT  0.99960073   +0 02 34.2
 CG0302
 CG0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0302!SPC AZ C     -   0.99984642  x   1.00001004  =   0.99985646
 CG0302!UTM  12      -   0.99984642  x   0.99960073  =   0.99944721
 CG0302
 CG0302|---------------------------------------------------------------------|
 CG0302| PID    Reference Object                     Distance      Geod. Az  |
 CG0302|                                                           dddmmss.s |
 CG0302| CG0303 RESERVE RM 1                         26.196 METERS 03333     |
 CG0302| CG0304 RESERVE RM 2                         22.931 METERS 11430     |
 CG0302| CG0301 RESERVE AZ MK RESET                                3003835.3 |
 CG0302| CC8098 RESERVE RM 3 AZIMUTH                               3005339.9 |
 CG0302|---------------------------------------------------------------------|
 CG0302
 CG0302                          SUPERSEDED SURVEY CONTROL
 CG0302
 CG0302  ELLIP H (06/11/02)  978.248  (m)                       GP(       ) 4 2
 CG0302  NAD 83(1992)-  31 49 09.39221(N)    110 55 07.58550(W) AD(       ) 1
 CG0302  ELLIP H (08/23/93)  978.341  (m)                       GP(       ) 4 2
 CG0302  NAD 83(1986)-  31 49 09.38612(N)    110 55 07.57896(W) AD(       ) 1
 CG0302  NAD 27      -  31 49 09.07600(N)    110 55 05.26100(W) AD(       ) 1
 CG0302  NGVD 29 (??/??/92) 1006.779  (m)         3303.07   (f) ADJ UNCH    2 0
 CG0302
 CG0302.Superseded values are not recommended for survey control.
 CG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0302.See file dsdata.txt to determine how the superseded data were derived.
 CG0302
 CG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0768720407(NAD 83)
 CG0302_MARKER: DS = TRIANGULATION STATION DISK
 CG0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0302_SP_SET: CONCRETE POST
 CG0302_STAMPING: RESERVE 1935
 CG0302_MARK LOGO: CGS   
 CG0302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0302+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0302
 CG0302  HISTORY     - Date     Condition        Report By
 CG0302  HISTORY     - 1935     MONUMENTED       CGS
 CG0302  HISTORY     - 1959     GOOD             CGS
 CG0302  HISTORY     - 1962     GOOD             CGS
 CG0302  HISTORY     - 1962     GOOD             NGS
 CG0302  HISTORY     - 19900706 GOOD             PIMACO
 CG0302  HISTORY     - 20060316 GOOD             USPSQD
 CG0302
 CG0302                          STATION DESCRIPTION
 CG0302
 CG0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0302'FOUR MILES EAST OF THE TOWN OF CONTINENTAL, AND 259 FEET
 CG0302'NORTH OF A ROAD.  REACHED FROM THE SCHOOLHOUSE AT CONTINENTAL BY
 CG0302'GOING EAST ON THE GRADED ROAD FOR 3.8 MILES, TURNING LEFT
 CG0302'OFF THE ROAD TO THE STATION.  MARKED BY STANDARD BRONZE DISKS.
 CG0302'REFERENCE MARK NO. 1 A
 CG0302'STANDARD BRONZE REFERENCE DISK, IS 26.200 METERS
 CG0302'(85.96 FEET) FROM STATION N 33 DEG 33 MIN E. REFERENCE
 CG0302'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG0302'22.940 METERS (75.26 FEET) FROM STATION S 65 DEG 30 MIN E.
 CG0302'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD
 CG0302'BRONZE DISK, IS 0.2 MILE FROM STATION
 CG0302'W 59 DEG 6 MIN W.
 CG0302
 CG0302                          STATION RECOVERY (1959)
 CG0302
 CG0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG0302'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 CG0302'AZIMUTH MARK, WHICH WAS NOT FOUND.  TO REACH THE STATION FROM
 CG0302'THE POST OFFICE AT SAHUARITA, GO SOUTH-WARD ON U.S. HIGHWAY
 CG0302'89 FOR 7.9 MILES TO A PAVED ROAD LEFT AT SIGN CONTINENTAL,
 CG0302'TURN LEFT AND FOLLOW THE PAVEMENT EASTWARD FOR 1.0 MILE TO A
 CG0302'FORK, TAKE THE RIGHT FORK AND GO EASTERLY FOR 0.1 MILE TO A
 CG0302'JUNCTION, CONTINUE EASTERLY FOR 3.9 MILES TO THE AZIMUTH MARK
 CG0302'ON THE RIGHT SHOULDER OF THE ROAD.  CONTINUE AHEAD FOR 0.2
 CG0302'MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT ON THE TRACK ROAD
 CG0302'AND GO NORTHERLY FOR 150 FEET, TURN RIGHT TO THE STATION
 CG0302'100 FEET EAST OF THE TRACK ROAD.
 CG0302'
 CG0302'THE STATION MARK IS A STANDARD DISK STAMPED RESERVE 1935, SET
 CG0302'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 CG0302'IS 8.1 FEET NORTHWEST OF A WITNESS POST.
 CG0302'
 CG0302'R.M. 1 IS A STANDARD DISK STAMPED RESERVE 1935 NO 1, SET IN A
 CG0302'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 90.0 FEET
 CG0302'NORTH OF THE WITNESS POST.
 CG0302'
 CG0302'R.M. 2 IS A STANDARD DISK STAMPED RESERVE 1935 NO 2, SET IN A
 CG0302'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 68.9 FEET
 CG0302'EAST OF THE WITNESS POST.
 CG0302'
 CG0302'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RESERVE RESET 1935
 CG0302'1939, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 CG0302'AND IS 3.7 FEET EAST OF A WITNESS POST.
 CG0302
 CG0302                          STATION RECOVERY (1962)
 CG0302
 CG0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG0302'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 CG0302'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1959.
 CG0302'
 CG0302'THE STATION IS 9-1/2 MILES SOUTH-SOUTHEAST OF SAHUARITA, 4 MILES
 CG0302'SOUTHEAST OF CONTINENTAL, ON THE U.S. SANTA RITA EXPERIMENTAL
 CG0302'RANGE.
 CG0302'
 CG0302'TO REACH THE STATION FROM THE POST OFFICE IN SAHUARITA, GO SOUTH
 CG0302'ON U.S. HIGHWAY 89 FOR 2.0 MILES TO A FORK.  TAKE THE LEFT FORK,
 CG0302'STRAIGHT AHEAD, AND GO 5.4 MILES TO A FORK AT THE CONTINENTAL
 CG0302'STORE.  TAKE THE LEFT FORK AND GO SOUTH ON AN OILED ROAD FOR
 CG0302'0.1 MILE TO A CROSSROAD.  TURN LEFT, CROSSING RAILROAD TRACKS,
 CG0302'AND GO SOUTHEAST ON AN OILED ROAD FOR 3.9 MILES TO THE AZIMUTH
 CG0302'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.25
 CG0302'MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTHEAST ACROSS
 CG0302'COUNTRY FOR 0.05 MILE TO THE STATION.
 CG0302'
 CG0302'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CG0302'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED
 CG0302'RESERVE 1935.  IT IS 164 FEET NORTH-NORTHEAST OF THE CENTER OF AN
 CG0302'OILED ROAD, 121 FEET EAST-SOUTHEAST OF THE CENTER OF A TRACK ROAD
 CG0302'AND 8.1 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 CG0302'
 CG0302'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CG0302'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND
 CG0302'IS STAMPED RESERVE NO 1 1935.  IT IS 138 FEET EAST-SOUTHEAST
 CG0302'OF THE CENTER OF A TRACK ROAD AND 90 FEET NORTH OF A METAL
 CG0302'WITNESS POST.
 CG0302'
 CG0302'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CG0302'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND
 CG0302'IS STAMPED RESERVE NO 2 1935.  IT IS 69 FEET EAST OF A METAL
 CG0302'WITNESS POST.
 CG0302'
 CG0302'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CG0302'SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND IS STAMPED
 CG0302'RESERVE 1935 RESET 1959.  IT IS 39 FEET SOUTHWEST OF THE CENTER
 CG0302'OF AN OILED ROAD AND 3.6 FEET EAST-SOUTHEAST OF A METAL WITNESS
 CG0302'POST.
 CG0302
 CG0302                          STATION RECOVERY (1962)
 CG0302
 CG0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0302'4.0 MI SE FROM CONTINENTAL.
 CG0302'4.0 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, 58 PACES NORTH
 CG0302'OF THE CENTERLINE OF THE PAVED ROAD, 43 PACES EAST OF A TRACK ROAD,
 CG0302'AND 8.2 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS SET IN
 CG0302'THE TOP OF A SQUARE CONCRETE POST.
 CG0302
 CG0302                          STATION RECOVERY (1990)
 CG0302
 CG0302'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG0302'RECOVERED IN GOOD CONDITION.
 CG0302
 CG0302                          STATION RECOVERY (2006)
 CG0302
 CG0302'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0301 ***********************************************************************
 CG0301  DESIGNATION -  RESERVE AZ MK RESET
 CG0301  PID         -  CG0301
 CG0301  STATE/COUNTY-  AZ/PIMA
 CG0301  USGS QUAD   -  GREEN VALLEY (1981)
 CG0301
 CG0301                         *CURRENT SURVEY CONTROL
 CG0301  ___________________________________________________________________
 CG0301* NAD 83(1986)-  31 49 15.     (N)    110 55 20.     (W)     SCALED    
 CG0301* NAVD 88     -       997.52   (+/-2cm)    3272.7    (feet)  VERTCON   
 CG0301  ___________________________________________________________________
 CG0301  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CG0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0301
 CG0301.The horizontal coordinates were scaled from a topographic map and have
 CG0301.an estimated accuracy of +/- 6 seconds.
 CG0301
 CG0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0301.The vertical order pertains to the NGVD 29 superseded value.
 CG0301
 CG0301.The geoid height was determined by GEOID03.
 CG0301
 CG0301;                    North         East    Units  Estimated Accuracy
 CG0301;SPC AZ C     -    91,430.      307,500.      MT  (+/- 180 meters Scaled)
 CG0301
 CG0301                          SUPERSEDED SURVEY CONTROL
 CG0301
 CG0301  NGVD 29 (??/??/92)  996.74   (m)         3270.1    (f) COMPUTED    2 0
 CG0301
 CG0301.Superseded values are not recommended for survey control.
 CG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0301.See file dsdata.txt to determine how the superseded data were derived.
 CG0301
 CG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA073205(NAD 83)
 CG0301_MARKER: DZ = AZIMUTH MARK DISK
 CG0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0301_STAMPING: RESERVE 1935 RESET 1959
 CG0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0301+STABILITY: SURFACE MOTION
 CG0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0301+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0301
 CG0301  HISTORY     - Date     Condition        Report By
 CG0301  HISTORY     - 1959     MONUMENTED       CGS
 CG0301  HISTORY     - 1962     GOOD             NGS
 CG0301  HISTORY     - 20060316 GOOD             USPSQD
 CG0301
 CG0301                          STATION DESCRIPTION
 CG0301
 CG0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0301'3.8 MI SE FROM CONTINENTAL.
 CG0301'3.8 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, 37.0 FEET SOUTH
 CG0301'OF THE CENTERLINE OF THE PAVED ROAD, AND 3.7 FEET NORTHEAST OF A METAL
 CG0301'WITNESS POST.  MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST.
 CG0301
 CG0301                          STATION RECOVERY (2006)
 CG0301
 CG0301'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0301'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0303 ***********************************************************************
 CG0303  DESIGNATION -  RESERVE RM 1
 CG0303  PID         -  CG0303
 CG0303  STATE/COUNTY-  AZ/PIMA
 CG0303  USGS QUAD   -  GREEN VALLEY (1981)
 CG0303
 CG0303                         *CURRENT SURVEY CONTROL
 CG0303  ___________________________________________________________________
 CG0303* NAD 83(1986)-  31 49 09.     (N)    110 55 07.     (W)     SCALED    
 CG0303* NAVD 88     -      1007.16   (+/-2cm)    3304.3    (feet)  VERTCON   
 CG0303  ___________________________________________________________________
 CG0303  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CG0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0303
 CG0303.The horizontal coordinates were scaled from a topographic map and have
 CG0303.an estimated accuracy of +/- 6 seconds.
 CG0303
 CG0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0303.The vertical order pertains to the NGVD 29 superseded value.
 CG0303
 CG0303.The geoid height was determined by GEOID03.
 CG0303
 CG0303;                    North         East    Units  Estimated Accuracy
 CG0303;SPC AZ C     -    91,250.      307,850.      MT  (+/- 180 meters Scaled)
 CG0303
 CG0303                          SUPERSEDED SURVEY CONTROL
 CG0303
 CG0303  NGVD 29 (??/??/92) 1006.372  (m)         3301.74   (f) ADJ UNCH    2 0
 CG0303
 CG0303.Superseded values are not recommended for survey control.
 CG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0303.See file dsdata.txt to determine how the superseded data were derived.
 CG0303
 CG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA077203(NAD 83)
 CG0303_MARKER: DR = REFERENCE MARK DISK
 CG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0303_STAMPING: RESERVE NO 1 1935
 CG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0303+STABILITY: SURFACE MOTION
 CG0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0303+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0303
 CG0303  HISTORY     - Date     Condition        Report By
 CG0303  HISTORY     - 1935     MONUMENTED       CGS
 CG0303  HISTORY     - 1962     GOOD             NGS
 CG0303  HISTORY     - 20060316 GOOD             USPSQD
 CG0303
 CG0303                          STATION DESCRIPTION
 CG0303
 CG0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0303'4.0 MI SE FROM CONTINENTAL.
 CG0303'4.0 MILES SOUTHEAST ALONG PAVED ROAD FROM CONTINENTAL, 90 FEET NORTH
 CG0303'OF A METAL WITNESS POST, AND 85.95 FEET NORTHEAST OF RESERVE 1935. THE
 CG0303'MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 CG0303'INCHES ABOVE THE GROUND.
 CG0303
 CG0303                          STATION RECOVERY (2006)
 CG0303
 CG0303'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0304 ***********************************************************************
 CG0304  DESIGNATION -  RESERVE RM 2
 CG0304  PID         -  CG0304
 CG0304  STATE/COUNTY-  AZ/PIMA
 CG0304  USGS QUAD   -  GREEN VALLEY (1981)
 CG0304
 CG0304                         *CURRENT SURVEY CONTROL
 CG0304  ___________________________________________________________________
 CG0304* NAD 83(1986)-  31 49 09.     (N)    110 55 07.     (W)     SCALED    
 CG0304* NAVD 88     -      1008.11   (+/-2cm)    3307.4    (feet)  VERTCON   
 CG0304  ___________________________________________________________________
 CG0304  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CG0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0304
 CG0304.The horizontal coordinates were scaled from a topographic map and have
 CG0304.an estimated accuracy of +/- 6 seconds.
 CG0304
 CG0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0304.The vertical order pertains to the NGVD 29 superseded value.
 CG0304
 CG0304.The geoid height was determined by GEOID03.
 CG0304
 CG0304;                    North         East    Units  Estimated Accuracy
 CG0304;SPC AZ C     -    91,250.      307,850.      MT  (+/- 180 meters Scaled)
 CG0304
 CG0304                          SUPERSEDED SURVEY CONTROL
 CG0304
 CG0304  NGVD 29 (??/??/92) 1007.326  (m)         3304.87   (f) ADJ UNCH    2 0
 CG0304
 CG0304.Superseded values are not recommended for survey control.
 CG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0304.See file dsdata.txt to determine how the superseded data were derived.
 CG0304
 CG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA077203(NAD 83)
 CG0304_MARKER: DR = REFERENCE MARK DISK
 CG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0304_STAMPING: RESERVE NO 2 1935
 CG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0304+STABILITY: SURFACE MOTION
 CG0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0304+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0304
 CG0304  HISTORY     - Date     Condition        Report By
 CG0304  HISTORY     - 1935     MONUMENTED       CGS
 CG0304  HISTORY     - 1962     GOOD             NGS
 CG0304  HISTORY     - 20060316 GOOD             USPSQD
 CG0304
 CG0304                          STATION DESCRIPTION
 CG0304
 CG0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0304'4.0 MI SE FROM CONTINENTAL.
 CG0304'4.0 MILES SOUTHEAST ALONG A PAVED ROAD FROM CONTINENTAL, 75.25 FEET
 CG0304'SOUTHEAST OF RESERVE 1935, AND 68.9 FEET EAST OF A METAL WITNESS POST.
 CG0304'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 CG0304'INCHES ABOVE THE GROUND.
 CG0304
 CG0304                          STATION RECOVERY (2006)
 CG0304
 CG0304'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0352 ***********************************************************************
 GQ0352  DESIGNATION -  RESERVOIR
 GQ0352  PID         -  GQ0352
 GQ0352  STATE/COUNTY-  AZ/MOHAVE
 GQ0352  USGS QUAD   -  LITTLE CLAYHOLE VALLEY (1971)
 GQ0352
 GQ0352                         *CURRENT SURVEY CONTROL
 GQ0352  ___________________________________________________________________
 GQ0352* NAD 83(1992)-  36 41 30.94744(N)    113 04 08.48421(W)     ADJUSTED  
 GQ0352* NAVD 88     -      1529.4    (meters)    5018.     (feet)  VERTCON   
 GQ0352  ___________________________________________________________________
 GQ0352  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 GQ0352  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GQ0352  HORZ ORDER  -  SECOND
 GQ0352
 GQ0352.The horizontal coordinates were established by classical geodetic methods
 GQ0352.and adjusted by the National Geodetic Survey in August 1993.
 GQ0352
 GQ0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0352
 GQ0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0352
 GQ0352.The geoid height was determined by GEOID03.
 GQ0352
 GQ0352;                    North         East     Units Scale Factor Converg.
 GQ0352;SPC AZ W     -   631,522.640   274,214.887   MT  0.99997894   +0 24 24.9
 GQ0352;SPC AZ W     - 2,071,924.67    899,655.14   iFT  0.99997894   +0 24 24.9
 GQ0352;UTM  12      - 4,062,692.730   315,154.808   MT  1.00002096   -1 14 11.8
 GQ0352
 GQ0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0352!SPC AZ W     -   0.99976364  x   0.99997894  =   0.99974258
 GQ0352!UTM  12      -   0.99976364  x   1.00002096  =   0.99978459
 GQ0352
 GQ0352|---------------------------------------------------------------------|
 GQ0352| PID    Reference Object                     Distance      Geod. Az  |
 GQ0352|                                                           dddmmss.s |
 GQ0352| CH3177 RESERVOIR RM 1                        9.795 METERS 07043     |
 GQ0352| CH3178 RESERVOIR RM 2                       10.390 METERS 16949     |
 GQ0352| CH3176 RESERVOIR AZ MK                                    3551425.7 |
 GQ0352|---------------------------------------------------------------------|
 GQ0352
 GQ0352                          SUPERSEDED SURVEY CONTROL
 GQ0352
 GQ0352  NAD 83(1986)-  36 41 30.94363(N)    113 04 08.48187(W) AD(       ) 2
 GQ0352  NAD 27      -  36 41 31.00000(N)    113 04 05.70500(W) AD(       ) 2
 GQ0352  NGVD 29 (07/19/86) 1528.6    (m)         5015.     (f) VERT ANG    3  
 GQ0352
 GQ0352.Superseded values are not recommended for survey control.
 GQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0352.See file dsdata.txt to determine how the superseded data were derived.
 GQ0352
 GQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1515562693(NAD 83)
 GQ0352_MARKER: DS = TRIANGULATION STATION DISK
 GQ0352_SETTING: 0 = UNSPECIFIED SETTING
 GQ0352
 GQ0352  HISTORY     - Date     Condition        Report By
 GQ0352  HISTORY     - 1953     MONUMENTED       CGS
 GQ0352
 GQ0352                          STATION DESCRIPTION
 GQ0352
 GQ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0352'THE STATION IS ABOUT 100 YARDS NORTHWEST OF THE HIGHEST POINT
 GQ0352'OF THE EAST ONE OF TWO SMALL RISES OF ABOUT THE SAME ELEVATION
 GQ0352'THAT ARE SEPARATED BY A ROAD.  IT IS ABOUT 39 MILES SOUTHEAST
 GQ0352'OF ST. GEORGE, UTAH, 35 MILES SOUTHWEST OF FREDONIA, AND ABOUT
 GQ0352'26 MILES NORTHEAST OF THE MT. TRUMBULL SCHOOL.
 GQ0352'
 GQ0352'THE STATION CAN BE REACHED FROM THE POST OFFICE IN FREDONIA
 GQ0352'BY GOING EAST FOR 1/2 BLOCK TO U.S. HIGHWAY 89, THEN RIGHT
 GQ0352'ON THE HIGHWAY FOR 1 BLOCK TO THE PIPE SPRINGS ROAD DIVERTING
 GQ0352'WESTERLY.  TURN RIGHT AND FOLLOW THE GRADED ROAD FOR 8.3 MILES
 GQ0352'TO 2 FORKS THAT ARE LESS THAN 0.1 MILE APART.  KEEP THE RIGHT
 GQ0352'FORKS AT BOTH INTERSECTIONS AND CONTINUE ON THE MAIN ROAD,
 GQ0352'WESTERLY, FOR 5.6 MILES TO A FORK ON THE EASTERN LIMITS OF THE
 GQ0352'GROUNDS OF PIPE SPRINGS.  PASS THROUGH THE GROUNDS TO A FORK
 GQ0352'AT ITS WESTERN LIMITS, A DISTANCE OF 0.3 MILE.  TAKE THE
 GQ0352'RIGHT FORK AND CONTINUE WESTERLY ON THE MAIN ROAD
 GQ0352'FOR 9.7 MILES TO A FORK.  TAKE THE LEFT FORK, THE
 GQ0352'LESSER TRAVELED ROAD, AND CONTINUE WEST THROUGH SEVERAL
 GQ0352'GATES FOR 6.5 MILES TO A DIAGONAL CROSSROAD.  TAKE THE LEFT
 GQ0352'FORK AND GO SOUTHWESTERLY FOR 1.3 MILES TO A CROSSROADS.
 GQ0352'TAKE THE LEFT FORK AND GO SOUTH FOR 4.5 MILES TO A CATTLE
 GQ0352'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE 3.7 MILES TO A
 GQ0352'MAIL BOX JUST AFTER CROSSING A WASH AND PASSING A STOCK
 GQ0352'WATERING AREA.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY
 GQ0352'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GQ0352'SOUTHERLY FOR 1.0 MILE TO WHERE THE ROAD PASSES BETWEEN TWO
 GQ0352'SMALL RISES.  TURN LEFT AND GO TO THE TOP OF THE SMALL RISE
 GQ0352'AND THE STATION AS DESCRIBED ABOVE, A DISTANCE OF 0.1 MILE.
 GQ0352'
 GQ0352'THE STATION MARK, STAMPED RESERVOIR 1952, IS A STANDARD DISK THAT
 GQ0352'IS BRAZED TO THE TOP OF A 2-INCH SOIL PIPE THAT PROJECTS ABOUT
 GQ0352'4 INCHES.
 GQ0352'
 GQ0352'REFERENCE MARK 1, STAMPED RESERVOIR NO 1 1952 IS A STANDARD
 GQ0352'DISK THAT IS BRAZED TO THE TOP OF A 2-INCH SOIL PIPE THAT PROJECTS
 GQ0352'ABOUT 4 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GQ0352'
 GQ0352'REFERENCE MARK 2, STAMPED RESERVOIR NO 2 1952, IS A STANDARD
 GQ0352'DISK THAT IS BRAZED TO THE TOP OF A 2-INCH SOIL PIPE THAT
 GQ0352'PROJECTS ABOUT 3 INCHES.  IT IS ABOUT THE SAME ELEVATION
 GQ0352'AS THE STATION.
 GQ0352'
 GQ0352'THE AZIMUTH MARK, STAMPED RESERVOIR 1952, IS A STANDARD DISK
 GQ0352'THAT IS SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 2
 GQ0352'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS 21 FEET EAST OF
 GQ0352'THE ROAD AND 3-1/2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0936 ***********************************************************************
 ES0936  DESIGNATION -  RESORT
 ES0936  PID         -  ES0936
 ES0936  STATE/COUNTY-  AZ/COCONINO
 ES0936  USGS QUAD   -  O W POINT (1990)
 ES0936
 ES0936                         *CURRENT SURVEY CONTROL
 ES0936  ___________________________________________________________________
 ES0936* NAD 83(1992)-  34 19 47.55958(N)    110 46 22.77114(W)     ADJUSTED  
 ES0936* NAVD 88     -      2307.1    (meters)    7569.     (feet)  VERTCON   
 ES0936  ___________________________________________________________________
 ES0936  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 ES0936  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES0936  HORZ ORDER  -  SECOND
 ES0936
 ES0936.The horizontal coordinates were established by classical geodetic methods
 ES0936.and adjusted by the National Geodetic Survey in August 1993.
 ES0936
 ES0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0936
 ES0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0936
 ES0936.The geoid height was determined by GEOID03.
 ES0936
 ES0936;                    North         East     Units Scale Factor Converg.
 ES0936;SPC AZ C     -   369,834.387   318,600.003   MT  1.00003648   +0 38 42.2
 ES0936;SPC AZ C     - 1,213,367.41  1,045,275.60   iFT  1.00003648   +0 38 42.2
 ES0936;SPC AZ E     -   369,408.481   157,567.421   MT  0.99993836   -0 20 31.0
 ES0936;SPC AZ E     - 1,211,970.08    516,953.48   iFT  0.99993836   -0 20 31.0
 ES0936;UTM  12      - 3,798,756.472   520,882.335   MT  0.99960538   +0 07 40.9
 ES0936
 ES0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0936!SPC AZ C     -   0.99964171  x   1.00003648  =   0.99967818
 ES0936!SPC AZ E     -   0.99964171  x   0.99993836  =   0.99958009
 ES0936!UTM  12      -   0.99964171  x   0.99960538  =   0.99924723
 ES0936
 ES0936:                Primary Azimuth Mark                     Grid Az
 ES0936:SPC AZ C     -  ESTATES                                  274 32 42.3
 ES0936:SPC AZ E     -  ESTATES                                  275 31 55.5
 ES0936:UTM  12      -  ESTATES                                  275 03 43.6
 ES0936
 ES0936|---------------------------------------------------------------------|
 ES0936| PID    Reference Object                     Distance      Geod. Az  |
 ES0936|                                                           dddmmss.s |
 ES0936| ES0899 ESTATES                             APPROX. 1.1 KM 2751124.5 |
 ES0936|---------------------------------------------------------------------|
 ES0936
 ES0936                          SUPERSEDED SURVEY CONTROL
 ES0936
 ES0936  NAD 83(1986)-  34 19 47.55394(N)    110 46 22.77581(W) AD(       ) 2
 ES0936  NGVD 29 (08/03/87) 2306.1    (m)         7566.     (f) VERT ANG    3  
 ES0936
 ES0936.Superseded values are not recommended for survey control.
 ES0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0936.See file dsdata.txt to determine how the superseded data were derived.
 ES0936
 ES0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2088298756(NAD 83)
 ES0936_MARKER: DS = TRIANGULATION STATION DISK
 ES0936_SETTING: 66 = SET IN ROCK OUTCROP
 ES0936_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0936+STABILITY: POSITION/ELEVATION WELL
 ES0936
 ES0936  HISTORY     - Date     Condition        Report By
 ES0936  HISTORY     - 1984     MONUMENTED       AZDT
 ES0936  HISTORY     - 19971011 GOOD             USPSQD
 ES0936  HISTORY     - 20050903 GOOD             USPSQD
 ES0936
 ES0936                          STATION DESCRIPTION
 ES0936
 ES0936'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0936'THE STATION IS LOCATED 12 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0936'SIDE OF STATE ROUTE 260.
 ES0936'
 ES0936'THE STATION MARK IS AN AZDT DISK STAMPED---RESORT 1984---.  IT IS SET
 ES0936'IN A DRILL HOLE IN SANDSTONE 152 FEET SOUTHWEST OF MILEPOST 290, 52
 ES0936'FEET SOUTHEAST OF THE CENTER LINE OF STATE ROUTE 260 AND 14 FEET
 ES0936'SOUTHEAST OF THE WITNESS POST.
 ES0936'
 ES0936'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0936'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 13.9 MILES TO
 ES0936'MILE POST 290 AND THE STATION ON THE LEFT.
 ES0936
 ES0936                          STATION RECOVERY (1997)
 ES0936
 ES0936'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0936'RECOVERED IN GOOD CONDITION.
 ES0936
 ES0936                          STATION RECOVERY (2005)
 ES0936
 ES0936'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0936'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1061 ***********************************************************************
 ET1061  DESIGNATION -  REST
 ET1061  PID         -  ET1061
 ET1061  STATE/COUNTY-  AZ/MOHAVE
 ET1061  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET1061
 ET1061                         *CURRENT SURVEY CONTROL
 ET1061  ___________________________________________________________________
 ET1061* NAD 83(1992)-  34 28 50.02773(N)    113 20 41.50721(W)     ADJUSTED  
 ET1061* NAVD 88     -      1012.5    (meters)    3322.     (feet)  VERTCON   
 ET1061  ___________________________________________________________________
 ET1061  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 ET1061  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 ET1061  HORZ ORDER  -  SECOND
 ET1061
 ET1061.The horizontal coordinates were established by classical geodetic methods
 ET1061.and adjusted by the National Geodetic Survey in August 1993.
 ET1061
 ET1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1061
 ET1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1061
 ET1061.The geoid height was determined by GEOID03.
 ET1061
 ET1061;                    North         East     Units Scale Factor Converg.
 ET1061;SPC AZ W     -   386,043.185   250,574.029   MT  0.99995040   +0 13 45.7
 ET1061;SPC AZ W     - 1,266,545.88    822,093.27   iFT  0.99995040   +0 13 45.7
 ET1061;SPC AZ C     -   386,881.587    82,172.232   MT  1.00011207   -0 48 31.2
 ET1061;SPC AZ C     - 1,269,296.55    269,593.94   iFT  1.00011207   -0 48 31.2
 ET1061;UTM  12      - 3,817,937.384   284,662.251   MT  1.00017159   -1 19 40.8
 ET1061
 ET1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1061!SPC AZ W     -   0.99984565  x   0.99995040  =   0.99979606
 ET1061!SPC AZ C     -   0.99984565  x   1.00011207  =   0.99995771
 ET1061!UTM  12      -   0.99984565  x   1.00017159  =   1.00001722
 ET1061
 ET1061|---------------------------------------------------------------------|
 ET1061| PID    Reference Object                     Distance      Geod. Az  |
 ET1061|                                                           dddmmss.s |
 ET1061| CH3179 REST RM 1                            17.984 METERS 10005     |
 ET1061| CH3180 REST RM 2                             9.234 METERS 25134     |
 ET1061| ET1066 ROCKY                               APPROX. 4.5 KM 2902956.4 |
 ET1061|---------------------------------------------------------------------|
 ET1061
 ET1061                          SUPERSEDED SURVEY CONTROL
 ET1061
 ET1061  NAD 83(1986)-  34 28 50.02707(N)    113 20 41.51404(W) AD(       ) 2
 ET1061  NAD 27      -  34 28 49.96126(N)    113 20 38.78521(W) AD(       ) 2
 ET1061  NGVD 29 (07/19/86) 1011.7    (m)         3319.     (f) VERT ANG    3  
 ET1061
 ET1061.Superseded values are not recommended for survey control.
 ET1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1061.See file dsdata.txt to determine how the superseded data were derived.
 ET1061
 ET1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8466217937(NAD 83)
 ET1061_MARKER: DD = SURVEY DISK
 ET1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1061+STABILITY: SURFACE MOTION
 ET1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1061+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 ET1061
 ET1061  HISTORY     - Date     Condition        Report By
 ET1061  HISTORY     - 1980     MONUMENTED       AZDT
 ET1061  HISTORY     - 20061006 GOOD             GEOCAC
 ET1061
 ET1061                          STATION DESCRIPTION
 ET1061
 ET1061'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1061'THE STATION IS LOCATED 21 1/2 MILES SOUTHEAST OF WIKIEUP, 0.7 MILE
 ET1061'NORTHWEST OF THE MOHAVE-YAVAPAI COUNTY LINE AND ABOUT 300 FEET SOUTH
 ET1061'OF US HIGHWAY 93 ON TOP OF A SMALL LOW HILL.
 ET1061'
 ET1061'THE STATION MARK IS AN ADOT DISK STAMPED, REST 1980.  IT IS SET IN TOP
 ET1061'OF A CONCRETE MONUMENT 3.4 FEET SOUTH OF THE WITNESS POST.
 ET1061'
 ET1061'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, REST RM 1 1980.  IT IS SET
 ET1061'IN A DRILL HOLE IN ROCK.
 ET1061'
 ET1061'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, REST RM 2 1980.  IT IS SET
 ET1061'IN A DRILL HOLE IN ROCK.
 ET1061'
 ET1061'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTH ON
 ET1061'US HIGHWAY 93 FOR 24.0 MILES TO THE STATION ON THE RIGHT ON A LOW
 ET1061'ROUNDED HILL ABOUT 300 FEET WEST OF THE HIGHWAY.
 ET1061
 ET1061                          STATION RECOVERY (2006)
 ET1061
 ET1061'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET1061'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET1061'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE TO REACH
 ET1061'DESCRIPTION   THERE IS A DIRT ROAD SOUTH OF THE HILL OFF US HIGHWAY
 ET1061'93. TURN RIGHT ON THE DIRT ROAD AND OVER THE CATTLE GUARD. PACK TO THE
 ET1061'STATION WHICH IS ON THE WEST SIDE OF THE BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1947 ***********************************************************************
 CZ1947  DESIGNATION -  REST
 CZ1947  PID         -  CZ1947
 CZ1947  STATE/COUNTY-  AZ/PINAL
 CZ1947  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1947
 CZ1947                         *CURRENT SURVEY CONTROL
 CZ1947  ___________________________________________________________________
 CZ1947* NAD 83(1992)-  32 53 19.50990(N)    111 16 02.65297(W)     ADJUSTED  
 CZ1947* NAVD 88     -       629.4    (meters)    2065.     (feet)  VERTCON   
 CZ1947  ___________________________________________________________________
 CZ1947  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 CZ1947  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CZ1947  HORZ ORDER  -  SECOND
 CZ1947
 CZ1947.The horizontal coordinates were established by classical geodetic methods
 CZ1947.and adjusted by the National Geodetic Survey in August 1993.
 CZ1947
 CZ1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1947
 CZ1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1947
 CZ1947.The geoid height was determined by GEOID03.
 CZ1947
 CZ1947;                    North         East     Units Scale Factor Converg.
 CZ1947;SPC AZ C     -   209,601.969   274,106.214   MT  0.99994549   +0 21 09.2
 CZ1947;SPC AZ C     -   687,670.50    899,298.60   iFT  0.99994549   +0 21 09.2
 CZ1947;UTM  12      - 3,638,985.866   474,988.931   MT  0.99960771   -0 08 42.7
 CZ1947
 CZ1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1947!SPC AZ C     -   0.99990578  x   0.99994549  =   0.99985127
 CZ1947!UTM  12      -   0.99990578  x   0.99960771  =   0.99951353
 CZ1947
 CZ1947|---------------------------------------------------------------------|
 CZ1947| PID    Reference Object                     Distance      Geod. Az  |
 CZ1947|                                                           dddmmss.s |
 CZ1947| CH6195 REST RM 1                            16.936 METERS 17303     |
 CZ1947| CH6196 REST RM 2                            17.340 METERS 29541     |
 CZ1947| CZ1948 PAISANO                             APPROX. 3.4 KM 3214412.8 |
 CZ1947|---------------------------------------------------------------------|
 CZ1947
 CZ1947                          SUPERSEDED SURVEY CONTROL
 CZ1947
 CZ1947  NAD 83(1986)-  32 53 19.50274(N)    111 16 02.65230(W) AD(       ) 2
 CZ1947  NAD 27      -  32 53 19.26142(N)    111 16 00.24516(W) AD(       ) 2
 CZ1947  NGVD 29 (07/19/86)  628.8    (m)         2063.     (f) VERT ANG    3  
 CZ1947
 CZ1947.Superseded values are not recommended for survey control.
 CZ1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1947.See file dsdata.txt to determine how the superseded data were derived.
 CZ1947
 CZ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7498938986(NAD 83)
 CZ1947_MARKER: DD = SURVEY DISK
 CZ1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1947+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CZ1947
 CZ1947  HISTORY     - Date     Condition        Report By
 CZ1947  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1947  HISTORY     - 19950922 GOOD             USPSQD
 CZ1947  HISTORY     - 20070324 GOOD             GEOCAC
 CZ1947
 CZ1947                          STATION DESCRIPTION
 CZ1947
 CZ1947'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1947'THE STATION IS ABOUT 12 MILES SOUTHEAST OF FLORENCE, 30 MILES
 CZ1947'NORTHWEST OF ORACLE JCT. ON WEST SIDE OF U.S. HWY. 80-89 AND
 CZ1947'SET IN A MASONRY PLANTER DIRECTLY UNDER PINAL PIONEER PARKWAY SIGN.
 CZ1947'
 CZ1947'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED REST 1977 AND
 CZ1947'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 CZ1947'40 FEET WEST OF HWY. CENTERLINE AND IN A PLANTER.
 CZ1947'
 CZ1947'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED REST RM
 CZ1947'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1947'
 CZ1947'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED REST
 CZ1947'RM 2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1947'
 CZ1947'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 287
 CZ1947'AND U.S. HWY. 80-89, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH
 CZ1947'ON U.S. HWY. 80-89 TO MILE POST 121.51 AND STATION ON THE RIGHT
 CZ1947'(WEST).
 CZ1947'
 CZ1947'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1947
 CZ1947                          STATION RECOVERY (1995)
 CZ1947
 CZ1947'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1947'RECOVERED IN GOOD CONDITION.
 CZ1947
 CZ1947                          STATION RECOVERY (2007)
 CZ1947
 CZ1947'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1575 ***********************************************************************
 DA1575  DESIGNATION -  REST
 DA1575  PID         -  DA1575
 DA1575  STATE/COUNTY-  AZ/MARICOPA
 DA1575  USGS QUAD   -  BLACK GAP (1986)
 DA1575
 DA1575                         *CURRENT SURVEY CONTROL
 DA1575  ___________________________________________________________________
 DA1575* NAD 83(1992)-  32 48 29.39112(N)    112 47 43.50473(W)     ADJUSTED  
 DA1575* NAVD 88     -       293.69   (+/-2cm)     963.5    (feet)  VERTCON   
 DA1575  ___________________________________________________________________
 DA1575  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DA1575  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DA1575  HORZ ORDER  -  SECOND
 DA1575  VERT ORDER  -  THIRD ? (See Below)
 DA1575
 DA1575.The horizontal coordinates were established by classical geodetic methods
 DA1575.and adjusted by the National Geodetic Survey in August 1993.
 DA1575
 DA1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1575.The vertical order pertains to the NGVD 29 superseded value.
 DA1575
 DA1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1575
 DA1575.The geoid height was determined by GEOID03.
 DA1575
 DA1575;                    North         East     Units Scale Factor Converg.
 DA1575;SPC AZ C     -   200,820.496   131,067.495   MT  0.99998348   -0 28 34.2
 DA1575;SPC AZ C     -   658,859.90    430,011.47   iFT  0.99998348   -0 28 34.2
 DA1575;UTM  12      - 3,631,447.628   331,906.069   MT  0.99994841   -0 58 22.9
 DA1575
 DA1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1575!SPC AZ C     -   0.99995879  x   0.99998348  =   0.99994227
 DA1575!UTM  12      -   0.99995879  x   0.99994841  =   0.99990720
 DA1575
 DA1575|---------------------------------------------------------------------|
 DA1575| PID    Reference Object                     Distance      Geod. Az  |
 DA1575|                                                           dddmmss.s |
 DA1575| CH6193 REST RM 1                            12.638 METERS 02509     |
 DA1575| DA1574 BLIND                               APPROX. 3.4 KM 0251211.0 |
 DA1575| CH6194 REST RM 2                            12.827 METERS 20545     |
 DA1575|---------------------------------------------------------------------|
 DA1575
 DA1575                          SUPERSEDED SURVEY CONTROL
 DA1575
 DA1575  NAD 83(1986)-  32 48 29.38489(N)    112 47 43.51041(W) AD(       ) 2
 DA1575  NAD 27      -  32 48 29.20929(N)    112 47 40.91159(W) AD(       ) 2
 DA1575  NGVD 29 (07/19/86)  293.08   (m)          961.5    (f) LEVELING    3  
 DA1575
 DA1575.Superseded values are not recommended for survey control.
 DA1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1575.See file dsdata.txt to determine how the superseded data were derived.
 DA1575
 DA1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3190631448(NAD 83)
 DA1575_MARKER: DD = SURVEY DISK
 DA1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1575+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1575
 DA1575  HISTORY     - Date     Condition        Report By
 DA1575  HISTORY     - 1975     MONUMENTED       AZDT
 DA1575  HISTORY     - 19970216 GOOD             USPSQD
 DA1575  HISTORY     - 20010730 MARK NOT FOUND   NGS
 DA1575  HISTORY     - 20061112 GOOD             USPSQD
 DA1575
 DA1575                          STATION DESCRIPTION
 DA1575
 DA1575'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1575'THE STATION IS LOCATED ABOUT 10.7 MILES SOUTHWEST OF GILA BEND
 DA1575'ALONG THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1575'
 DA1575'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED BLIND
 DA1575'P AND M GS 1975 AND IS SET N A 10 INCH CONCRETE MONUMENT
 DA1575'PROJECTING 0.4 FEET.  THE MARK IS 105 FEET WEST OF THE
 DA1575'STATE ROUTE 85 CENTERLINE, 95 FEET EAST OF THE WEST
 DA1575'RIGHT-OF-WAY FENCE LINE AND 2.3 FEET EAST OF WITNESS POST.
 DA1575'
 DA1575'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1575'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT IN THE
 DA1575'WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 41.5 FEET
 DA1575'NORTH OF A WITNESS POST, 95 FEET EAST OF A RIGHT-OF-WAY
 DA1575'FENCE AND 105 FEET WEST OF CENTERLINE OF HWY. 85.
 DA1575'
 DA1575'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1575'RM 2 1975 AND SET IN A 10 INCH CONCRETE MONUMENT LOCATED
 DA1575'IN THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS
 DA1575'42.1 FEET SOUTH OF A WITNESS POST, 95 FEET EAST OF A
 DA1575'RIGHT-OF-WAY FENCE AND 105 FEET WEST OF CENTERLINE OF
 DA1575'HWY. 85.
 DA1575'
 DA1575'TO REACH THE STATION FROM MARTIN AVE AND U.S. HWY. 80
 DA1575'IN GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE
 DA1575'AJO-STATE ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP
 DA1575'UNDER U.S. I-8 OVERPASS, CONTINUE ON STATE ROUTE 85
 DA1575'TO M.P. 10.85 (10.35 MILES) AND THE STATION IN THE WEST
 DA1575'RIGHT-OF-WAY.
 DA1575'
 DA1575'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1575
 DA1575                          STATION RECOVERY (1997)
 DA1575
 DA1575'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1575'RECOVERED IN GOOD CONDITION.
 DA1575
 DA1575                          STATION RECOVERY (2001)
 DA1575
 DA1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1575'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1575
 DA1575                          STATION RECOVERY (2006)
 DA1575
 DA1575'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0863 ***********************************************************************
 CY0863  DESIGNATION -  REST
 CY0863  PID         -  CY0863
 CY0863  STATE/COUNTY-  AZ/GREENLEE
 CY0863  USGS QUAD   -  DUNCAN (1986)
 CY0863
 CY0863                         *CURRENT SURVEY CONTROL
 CY0863  ___________________________________________________________________
 CY0863* NAD 83(1992)-  32 39 11.24380(N)    109 03 28.07470(W)     ADJUSTED  
 CY0863* NAVD 88     -      1181.36   (+/-2cm)    3875.8    (feet)  VERTCON   
 CY0863  ___________________________________________________________________
 CY0863  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 CY0863  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CY0863  HORZ ORDER  -  SECOND
 CY0863  VERT ORDER  -  THIRD ? (See Below)
 CY0863
 CY0863.The horizontal coordinates were established by classical geodetic methods
 CY0863.and adjusted by the National Geodetic Survey in August 1993.
 CY0863
 CY0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0863.The vertical order pertains to the NGVD 29 superseded value.
 CY0863
 CY0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0863
 CY0863.The geoid height was determined by GEOID03.
 CY0863
 CY0863;                    North         East     Units Scale Factor Converg.
 CY0863;SPC AZ E     -   183,829.438   317,383.219   MT  1.00003339   +0 35 54.0
 CY0863;SPC AZ E     -   603,114.95  1,041,283.53   iFT  1.00003339   +0 35 54.0
 CY0863;UTM  12      - 3,614,499.376   682,153.679   MT  1.00000915   +1 02 53.5
 CY0863
 CY0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0863!SPC AZ E     -   0.99981864  x   1.00003339  =   0.99985202
 CY0863!UTM  12      -   0.99981864  x   1.00000915  =   0.99982779
 CY0863
 CY0863|---------------------------------------------------------------------|
 CY0863| PID    Reference Object                     Distance      Geod. Az  |
 CY0863|                                                           dddmmss.s |
 CY0863| CY0876 REST RM 1                            11.345 METERS 12258     |
 CY0863| CY1109 ASH PEAK                            APPROX.22.1 KM 2994658.2 |
 CY0863| CY0875 REST RM 2                            12.115 METERS 30428     |
 CY0863|---------------------------------------------------------------------|
 CY0863
 CY0863                          SUPERSEDED SURVEY CONTROL
 CY0863
 CY0863  NAD 83(1986)-  32 39 11.23703(N)    109 03 28.07490(W) AD(       ) 2
 CY0863  NGVD 29 (02/22/88) 1180.67   (m)         3873.6    (f) LEVELING    3  
 CY0863
 CY0863.Superseded values are not recommended for survey control.
 CY0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0863.See file dsdata.txt to determine how the superseded data were derived.
 CY0863
 CY0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8215414499(NAD 83)
 CY0863_MARKER: DS = TRIANGULATION STATION DISK
 CY0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0863+STABILITY: SURFACE MOTION
 CY0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0863+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2006
 CY0863
 CY0863  HISTORY     - Date     Condition        Report By
 CY0863  HISTORY     - 1983     MONUMENTED       AZDT
 CY0863  HISTORY     - 20061021 GOOD             GEOCAC
 CY0863
 CY0863                          STATION DESCRIPTION
 CY0863
 CY0863'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0863'THE STATION IS LOCATED 5.50 MILES SOUTHEAST OF DUNCAN ALONG U.S.
 CY0863'HIGHWAY 70.
 CY0863'
 CY0863'THE STATION MARK IS AN AZDT DISK STAMPED---REST 1983---.  IT IS SET IN
 CY0863'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 97 FEET NORTHEAST OF THE
 CY0863'CENTERLINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF THE WITNESS POST.
 CY0863'
 CY0863'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---REST RM 1 1983---.  IT IS
 CY0863'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0863'
 CY0863'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---REST RM 2 1983---.  IT IS
 CY0863'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0863'
 CY0863'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN TRAVEL NORTHEAST
 CY0863'ON MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN RIGHT ALONG U.S.
 CY0863'HIGHWAY 70 AND TRAVEL SOUTHEAST FOR 5.5 MILES TO MILE POST 384.55 AND
 CY0863'THE STATION ON THE LEFT AT A SMALL HIGHWAY CUT.
 CY0863
 CY0863                          STATION RECOVERY (2006)
 CY0863
 CY0863'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0863'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY0863'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0884 ***********************************************************************
 CY0884  DESIGNATION -  REST
 CY0884  PID         -  CY0884
 CY0884  STATE/COUNTY-  AZ/GRAHAM
 CY0884  USGS QUAD   -  ARTESIA (1966)
 CY0884
 CY0884                         *CURRENT SURVEY CONTROL
 CY0884  ___________________________________________________________________
 CY0884* NAD 83(1992)-  32 37 45.85380(N)    109 41 29.84971(W)     ADJUSTED  
 CY0884* NAVD 88     -      1168.37   (+/-2cm)    3833.2    (feet)  VERTCON   
 CY0884  ___________________________________________________________________
 CY0884  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 CY0884  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0884  HORZ ORDER  -  SECOND
 CY0884  VERT ORDER  -  THIRD ? (See Below)
 CY0884
 CY0884.The horizontal coordinates were established by classical geodetic methods
 CY0884.and adjusted by the National Geodetic Survey in August 1993.
 CY0884
 CY0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0884.The vertical order pertains to the NGVD 29 superseded value.
 CY0884
 CY0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0884
 CY0884.The geoid height was determined by GEOID03.
 CY0884
 CY0884;                    North         East     Units Scale Factor Converg.
 CY0884;SPC AZ E     -   180,755.743   257,934.601   MT  0.99992449   +0 15 22.1
 CY0884;SPC AZ E     -   593,030.65    846,242.13   iFT  0.99992449   +0 15 22.1
 CY0884;UTM  12      - 3,610,959.537   622,735.854   MT  0.99978575   +0 42 20.0
 CY0884
 CY0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0884!SPC AZ E     -   0.99982079  x   0.99992449  =   0.99974529
 CY0884!UTM  12      -   0.99982079  x   0.99978575  =   0.99960658
 CY0884
 CY0884|---------------------------------------------------------------------|
 CY0884| PID    Reference Object                     Distance      Geod. Az  |
 CY0884|                                                           dddmmss.s |
 CY0884| CY0899 REST RM 1                            10.662 METERS 16401     |
 CY0884| CY0900 REST RM 2                            10.539 METERS 34357     |
 CY0884| CY0702 ART                                 APPROX. 4.1 KM 3463757.4 |
 CY0884|---------------------------------------------------------------------|
 CY0884
 CY0884                          SUPERSEDED SURVEY CONTROL
 CY0884
 CY0884  NAD 83(1986)-  32 37 45.84870(N)    109 41 29.84445(W) AD(       ) 2
 CY0884  NGVD 29 (07/20/88) 1167.67   (m)         3830.9    (f) LEVELING    3  
 CY0884
 CY0884.Superseded values are not recommended for survey control.
 CY0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0884.See file dsdata.txt to determine how the superseded data were derived.
 CY0884
 CY0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2273610960(NAD 83)
 CY0884_MARKER: DS = TRIANGULATION STATION DISK
 CY0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0884+STABILITY: SURFACE MOTION
 CY0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0884+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0884
 CY0884  HISTORY     - Date     Condition        Report By
 CY0884  HISTORY     - 1983     MONUMENTED       AZDT
 CY0884  HISTORY     - 20081010 GOOD             GEOCAC
 CY0884
 CY0884                          STATION DESCRIPTION
 CY0884
 CY0884'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0884'THE STATION IS LOCATED NEAR A HIGHWAY REST AREA 15 MILES SOUTH OF
 CY0884'SAFFORD ALONG U.S. HIGHWAY 666
 CY0884'
 CY0884'THE STATION MARK IS AN AZDT DISK STAMPED---REST 1983---.  IT IS SET IN
 CY0884'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 197 FEET SOUTHWEST OF THE
 CY0884'CENTER LINE OF THE HIGHWAY AND 3.5 FEET SOUTHWEST OF THE WITNESS POST.
 CY0884'
 CY0884'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---REST RM 1 1983---.  IT IS
 CY0884'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0884'
 CY0884'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---REST RM 2 1983---.  IT IS
 CY0884'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0884'
 CY0884'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0884'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0884'TURN RIGHT ALONG U.S. 666 FOR 14.55 MILES TO THE STATION ON THE RIGHT
 CY0884'AT MILEPOST 106.6.
 CY0884
 CY0884                          STATION RECOVERY (2008)
 CY0884
 CY0884'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0884'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 2 WAS NOTED, BUT RM 1
 CY0884'SEEMS TO BE MISSING. US HIGHWAY 666 HAS BEEN RENAMED HIGHWAY 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1363 ***********************************************************************
 FS1363  DESIGNATION -  REST
 FS1363  PID         -  FS1363
 FS1363  STATE/COUNTY-  AZ/MOHAVE
 FS1363  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS1363
 FS1363                         *CURRENT SURVEY CONTROL
 FS1363  ___________________________________________________________________
 FS1363* NAD 83(1992)-  35 56 26.87250(N)    114 38 23.00085(W)     ADJUSTED  
 FS1363* NAVD 88     -       708.4    (meters)    2324.     (feet)  VERTCON   
 FS1363  ___________________________________________________________________
 FS1363  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 FS1363  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FS1363  HORZ ORDER  -  SECOND
 FS1363
 FS1363.The horizontal coordinates were established by classical geodetic methods
 FS1363.and adjusted by the National Geodetic Survey in August 1993.
 FS1363
 FS1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1363
 FS1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1363
 FS1363.The geoid height was determined by GEOID03.
 FS1363
 FS1363;                    North         East     Units Scale Factor Converg.
 FS1363;SPC AZ W     -   548,328.698   133,083.766   MT  1.00001271   -0 31 20.1
 FS1363;SPC AZ W     - 1,798,978.67    436,626.53   iFT  1.00001271   -0 31 20.1
 FS1363;UTM  11      - 3,979,956.875   712,903.974   MT  1.00015857   +1 23 09.2
 FS1363
 FS1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1363!SPC AZ W     -   0.99989325  x   1.00001271  =   0.99990595
 FS1363!UTM  11      -   0.99989325  x   1.00015857  =   1.00005180
 FS1363
 FS1363|---------------------------------------------------------------------|
 FS1363| PID    Reference Object                     Distance      Geod. Az  |
 FS1363|                                                           dddmmss.s |
 FS1363| CS4826 REST RM 1                             8.585 METERS 06034     |
 FS1363| CS4827 REST RM 2                             8.526 METERS 24753     |
 FS1363| FS1352 CUT                                 APPROX. 2.7 KM 3153607.4 |
 FS1363|---------------------------------------------------------------------|
 FS1363
 FS1363                          SUPERSEDED SURVEY CONTROL
 FS1363
 FS1363  NAD 83(1986)-  35 56 26.86004(N)    114 38 22.99082(W) AD(       ) 2
 FS1363  NGVD 29 (11/23/90)  707.7    (m)         2322.     (f) VERT ANG    3  
 FS1363
 FS1363.Superseded values are not recommended for survey control.
 FS1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1363.See file dsdata.txt to determine how the superseded data were derived.
 FS1363
 FS1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1290479957(NAD 83)
 FS1363_MARKER: DS = TRIANGULATION STATION DISK
 FS1363_SETTING: 66 = SET IN ROCK OUTCROP
 FS1363_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1363+STABILITY: POSITION/ELEVATION WELL
 FS1363
 FS1363  HISTORY     - Date     Condition        Report By
 FS1363  HISTORY     - 1981     MONUMENTED       AZDT
 FS1363
 FS1363                          STATION DESCRIPTION
 FS1363
 FS1363'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1363'THE STATION IS LOCATED ON TOP OF A LOW PROMINENT RIDGE NORTHEAST OF
 FS1363'US HIGHWAY 93, 7.5 MILES SOUTHEAST OF HOVER DAM AND 5 MILES EAST-
 FS1363'NORTHEAST OF WILLOW BEACH.
 FS1363'
 FS1363'THE STATION MARK IS AN ADOT DISK STAMPED---REST 1981.  IT IS SET IN A
 FS1363'DRILL HOLE IN A ROCK OUTCROP.
 FS1363'
 FS1363'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, REST RM 1 1981.  IT IS SET
 FS1363'IN A DRILL HOLE IN A BOULDER.
 FS1363'
 FS1363'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, REST RM 2 1981.  IT IS SET
 FS1363'IN A DRILL HOLE IN A BOULDER.
 FS1363'
 FS1363'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1363'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1363'US 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE,
 FS1363'TRAVEL NORTH ALONG US 93 FOR 52 MILES TO ROAD TO TEMPLE BAR ON RIGHT.
 FS1363'CONTINUE NORTH ALONG US 93 FOR 5.85 MILES TO A REST AREA ON THE LEFT,
 FS1363'CONTINUE NORTH ALONG US 93 FOR 3.85 MILES TO A REST AREA ON THE RIGHT.
 FS1363'DRIVE INTO THE REST AREA AND TAKE THE OLD HIGHWAY NORTH FOR 0.45 MILE
 FS1363'TO A HIGHWAY CUT AND END OF TRUCK TRAVEL.  PACK NORTHEAST UP THE RIDGE
 FS1363'TO THE FIRST PROMINENT ROCK OUTCROP AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0390 ***********************************************************************
 CF0390  DESIGNATION -  REST
 CF0390  PID         -  CF0390
 CF0390  STATE/COUNTY-  AZ/COCHISE
 CF0390  USGS QUAD   -  APACHE (1987)
 CF0390
 CF0390                         *CURRENT SURVEY CONTROL
 CF0390  ___________________________________________________________________
 CF0390* NAD 83(1992)-  31 41 44.21983(N)    109 07 43.89981(W)     ADJUSTED  
 CF0390* NAVD 88     -      1332.2    (meters)    4371.     (feet)  VERTCON   
 CF0390  ___________________________________________________________________
 CF0390  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CF0390  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0390  HORZ ORDER  -  SECOND
 CF0390
 CF0390.The horizontal coordinates were established by classical geodetic methods
 CF0390.and adjusted by the National Geodetic Survey in August 1993.
 CF0390
 CF0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0390
 CF0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0390
 CF0390.The geoid height was determined by GEOID03.
 CF0390
 CF0390;                    North         East     Units Scale Factor Converg.
 CF0390;SPC AZ E     -    77,587.269   311,740.685   MT  1.00001933   +0 32 43.1
 CF0390;SPC AZ E     -   254,551.41  1,022,771.28   iFT  1.00001933   +0 32 43.1
 CF0390;UTM  12      - 3,508,219.633   677,334.677   MT  0.99998787   +0 59 00.1
 CF0390
 CF0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0390!SPC AZ E     -   0.99979502  x   1.00001933  =   0.99981435
 CF0390!UTM  12      -   0.99979502  x   0.99998787  =   0.99978289
 CF0390
 CF0390|---------------------------------------------------------------------|
 CF0390| PID    Reference Object                     Distance      Geod. Az  |
 CF0390|                                                           dddmmss.s |
 CF0390| CS5446 REST RM 1                            12.081 METERS 03245     |
 CF0390| CS5447 REST RM 2                             6.751 METERS 20844     |
 CF0390|---------------------------------------------------------------------|
 CF0390
 CF0390                          SUPERSEDED SURVEY CONTROL
 CF0390
 CF0390  NAD 83(1986)-  31 41 44.21877(N)    109 07 43.88523(W) AD(       ) 2
 CF0390  NGVD 29 (03/13/91) 1331.3    (m)         4368.     (f) VERT ANG    3  
 CF0390
 CF0390.Superseded values are not recommended for survey control.
 CF0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0390.See file dsdata.txt to determine how the superseded data were derived.
 CF0390
 CF0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7733508220(NAD 83)
 CF0390_MARKER: DS = TRIANGULATION STATION DISK
 CF0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0390+STABILITY: SURFACE MOTION
 CF0390
 CF0390  HISTORY     - Date     Condition        Report By
 CF0390  HISTORY     - 1982     MONUMENTED       AZDT
 CF0390
 CF0390                          STATION DESCRIPTION
 CF0390
 CF0390'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0390'THE STATION IS LOCATED 11 MILES SOUTHWEST OF RODEO, NEW MEXICO ALONG
 CF0390'U.S. HIGHWAY 80.
 CF0390'
 CF0390'THE STATION MARK IS AN AZDT DISK STAMPED---REST 1982---.  IT IS SET IN
 CF0390'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 118 FEET SOUTHEAST OF THE
 CF0390'CENTER LINE OF THE HIGHWAY 3 FEET SOUTHEAST OF THE REST AREA FENCE AND
 CF0390'3 FEET NORTHWEST OF THE WITNESS POST.
 CF0390'
 CF0390'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---REST RM 1 1982---.  IT IS
 CF0390'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0390'
 CF0390'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---REST RM 2 1982---.  IT IS
 CF0390'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0390'
 CF0390'TO REACH THE STATION FROM THE POST OFFICE IN RODEO, NEW MEXICO TRAVEL
 CF0390'SOUTHWEST ALONG U.S. HIGHWAY 80 FOR 11.4 MILES TO THE STATION ON THE
 CF0390'LEFT AT MILE POST 406.1 AT THE REST AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1291 ***********************************************************************
 DB1291  DESIGNATION -  RHO
 DB1291  PID         -  DB1291
 DB1291  STATE/COUNTY-  AZ/YUMA
 DB1291  USGS QUAD   -  LAGUNA DAM (1979)
 DB1291
 DB1291                         *CURRENT SURVEY CONTROL
 DB1291  ___________________________________________________________________
 DB1291* NAD 83(1992)-  32 51 58.10911(N)    114 25 14.83067(W)     ADJUSTED  
 DB1291* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 DB1291  ___________________________________________________________________
 DB1291  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DB1291  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DB1291  HORZ ORDER  -  SECOND
 DB1291
 DB1291.The horizontal coordinates were established by classical geodetic methods
 DB1291.and adjusted by the National Geodetic Survey in August 1993.
 DB1291
 DB1291.The orthometric height was scaled from a topographic map.
 DB1291
 DB1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1291
 DB1291.The geoid height was determined by GEOID03.
 DB1291
 DB1291;                    North         East     Units Scale Factor Converg.
 DB1291;SPC AZ W     -   207,114.002   150,581.967   MT  0.99998191   -0 21 50.5
 DB1291;SPC AZ W     -   679,507.88    494,035.32   iFT  0.99998191   -0 21 50.5
 DB1291;SPC CA 6     -   579,075.351 2,171,192.604   MT  0.99998725   +1 00 18.7
 DB1291;SPC CA 6     - 1,899,849.71  7,123,321.07   sFT  0.99998725   +1 00 18.7
 DB1291;UTM  11      - 3,639,396.552   741,336.325   MT  1.00031822   +1 24 01.3
 DB1291
 DB1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1291!SPC AZ W     -   0.99997468  x   0.99998191  =   0.99995659
 DB1291!SPC CA 6     -   0.99997468  x   0.99998725  =   0.99996193
 DB1291!UTM  11      -   0.99997468  x   1.00031822  =   1.00029289
 DB1291
 DB1291|---------------------------------------------------------------------|
 DB1291| PID    Reference Object                     Distance      Geod. Az  |
 DB1291|                                                           dddmmss.s |
 DB1291| DB1295 BLACK HILL                            6.507 METERS 00855     |
 DB1291| CF0560 RHO RM 1                              4.117 METERS 10854     |
 DB1291| CF0561 RHO RM 2                             13.194 METERS 20839     |
 DB1291| DB1299 SENATOR                             APPROX. 5.7 KM 2930922.4 |
 DB1291|---------------------------------------------------------------------|
 DB1291
 DB1291                          SUPERSEDED SURVEY CONTROL
 DB1291
 DB1291  NAD 83(1986)-  32 51 58.11268(N)    114 25 14.83673(W) AD(       ) 2
 DB1291  NAD 27      -  32 51 57.96000(N)    114 25 12.02800(W) AD(       ) 2
 DB1291
 DB1291.Superseded values are not recommended for survey control.
 DB1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1291.See file dsdata.txt to determine how the superseded data were derived.
 DB1291
 DB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4133639397(NAD 83)
 DB1291_MARKER: DD = SURVEY DISK
 DB1291_SETTING: 66 = SET IN ROCK OUTCROP
 DB1291
 DB1291  HISTORY     - Date     Condition        Report By
 DB1291  HISTORY     - 1934     MONUMENTED       USGS
 DB1291
 DB1291                          STATION DESCRIPTION
 DB1291
 DB1291'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DB1291'THIS STATION IS A STANDARD U.S.G.S. MARK SET IN ROCK OUTCROP
 DB1291'LOCATED ON THE MOST SOUTHEASTERN PEAK ON THE RANGE THAT RUNS
 DB1291'SE FROM THE PROPOSED ALL AMERICAN CANAL, ABOUT 5 MILES E OF
 DB1291'THE COLORADO RIVER AND ABOUT 16 MILES NE OF YUMA.
 DB1291'
 DB1291'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 DB1291'HOLES IN OUTCROPPING BEDROCK.
 DB1291'
 DB1291'BLACK HILL U.S.B.R. IS A 4- BY 4-INCH STAKE WITH AN IRON
 DB1291'BOLT IN THE CENTER.
 DB1291'
 DB1291'STATION RHO USGS IS REACHED FROM YUMA BY GOING E ON U.S. HIGHWAY
 DB1291'80 TO A ROAD STAND 4.7 MILES E OF FLY AIR FIELD.  TURN LEFT
 DB1291'ON THE DOME ROAD AND FOLLOW IT 10.8 MILES, TAKE LEFT FORK GO
 DB1291'1.0 MILE CROSSING THE GILA RIVER ON THE SUSPENSION BRIDGE, TAKE
 DB1291'THE RIGHT FORK WHICH IS THE QUARTZITE ROAD AND FOLLOW IT 6.2
 DB1291'MILES TO THE PETRIFIED FOREST ROAD ON THE LEFT.  TURN LEFT AND
 DB1291'FOLLOW THE MAIN-TRAVELED ROAD 3.0 MILES.  THERE IS A SIGN
 DB1291'HERE AT THE FORK OF THE ROAD READING IT IS UNLAWFUL TO PICK UP
 DB1291'PETRIFIED WOOD.  TAKE THE LEFT FORK AND FOLLOW THE
 DB1291'MAIN-TRAVELED ROAD 1.0 MILE, TAKE THE RIGHT-HAND ROAD AND
 DB1291'FOLLOW THE MAIN TRACKS 1.3 MILES TO A POINT SW OF THE
 DB1291'PEAK.  LEAVE TRUCK HERE AND HEAD FOR THE PEAK ON THE LEFT OF
 DB1291'THE GROUP TO THE NE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1719 ***********************************************************************
 CZ1719  DESIGNATION -  RHODES
 CZ1719  PID         -  CZ1719
 CZ1719  STATE/COUNTY-  AZ/PINAL
 CZ1719  USGS QUAD   -  RHODES PEAK (1972)
 CZ1719
 CZ1719                         *CURRENT SURVEY CONTROL
 CZ1719  ___________________________________________________________________
 CZ1719* NAD 83(1992)-  32 39 19.43792(N)    110 29 33.50035(W)     ADJUSTED  
 CZ1719* NAVD 88     -      1133.7    (meters)    3719.     (feet)  VERTCON   
 CZ1719  ___________________________________________________________________
 CZ1719  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 CZ1719  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CZ1719  HORZ ORDER  -  THIRD
 CZ1719
 CZ1719.The horizontal coordinates were established by classical geodetic methods
 CZ1719.and adjusted by the National Geodetic Survey in August 1993.
 CZ1719
 CZ1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1719
 CZ1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1719
 CZ1719.The geoid height was determined by GEOID03.
 CZ1719
 CZ1719;                    North         East     Units Scale Factor Converg.
 CZ1719;SPC AZ C     -   184,434.550   346,947.315   MT  1.00011999   +0 46 06.6
 CZ1719;SPC AZ C     -   605,100.23  1,138,278.59   iFT  1.00011999   +0 46 06.6
 CZ1719;UTM  12      - 3,613,199.216   547,579.199   MT  0.99962791   +0 16 25.6
 CZ1719
 CZ1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1719!SPC AZ C     -   0.99982640  x   1.00011999  =   0.99994637
 CZ1719!UTM  12      -   0.99982640  x   0.99962791  =   0.99945438
 CZ1719
 CZ1719|---------------------------------------------------------------------|
 CZ1719| PID    Reference Object                     Distance      Geod. Az  |
 CZ1719|                                                           dddmmss.s |
 CZ1719| CZ1741 RHODES RM 1                           5.806 METERS 17047     |
 CZ1719| CZ1718 PEPPER                              APPROX.16.2 KM 2380639.5 |
 CZ1719| CZ1742 RHODES RM 2                           7.857 METERS 25306     |
 CZ1719|---------------------------------------------------------------------|
 CZ1719
 CZ1719                          SUPERSEDED SURVEY CONTROL
 CZ1719
 CZ1719  NAD 83(1986)-  32 39 19.43629(N)    110 29 33.49642(W) AD(       ) 3
 CZ1719  NGVD 29 (05/20/88) 1133.0    (m)         3717.     (f) VERT ANG    3  
 CZ1719
 CZ1719.Superseded values are not recommended for survey control.
 CZ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1719.See file dsdata.txt to determine how the superseded data were derived.
 CZ1719
 CZ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4757913199(NAD 83)
 CZ1719_MARKER: DD = SURVEY DISK
 CZ1719_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1719_SP_SET: SET IN BEDROCK
 CZ1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1719+STABILITY: POSITION/ELEVATION WELL
 CZ1719
 CZ1719  HISTORY     - Date     Condition        Report By
 CZ1719  HISTORY     - 1946     MONUMENTED       USGS
 CZ1719
 CZ1719                          STATION DESCRIPTION
 CZ1719
 CZ1719'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1719'LOCATED ABOUT 10 MI SE. OF MAMMOTH, ABOUT 3 MI W. OF RHODES
 CZ1719'RANCH.  ABOUT 100 FT S. OF RD. LEADING TO RANCH, 48 FT E. OF LONE
 CZ1719'SAHUARO, 39 FT W. OF LONE SAHUARO, ON HIGH ROCKY KNOLL.
 CZ1719'
 CZ1719'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 0.7 MI E.
 CZ1719'CROSSING SAN PEDRO RIVER TO X-RD.  TURN RIGHT 9.4 MI S. TO RD.
 CZ1719'FORKS, TAKE LEFT FORK (RHODES RANCH RD.) 4.2 MI TO STATION ON
 CZ1719'RIGHT.
 CZ1719'
 CZ1719'STATION MARK--STANDARD TABLET STAMPED---RHODES 1946---, SET IN
 CZ1719'BEDROCK.
 CZ1719'
 CZ1719'RM 1--STANDARD RM TABLET STAMPED---RHODES NO 1 1946---, SET IN
 CZ1719'ROCK.
 CZ1719'
 CZ1719'RM 2--STANDARD RM TABLET STAMPED---RHODES NO 2 1946---, SET IN
 CZ1719'ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1113 ***********************************************************************
 CY1113  DESIGNATION -  RHY
 CY1113  PID         -  CY1113
 CY1113  STATE/COUNTY-  AZ/GRAHAM
 CY1113  USGS QUAD   -  ASH PEAK (1986)
 CY1113
 CY1113                         *CURRENT SURVEY CONTROL
 CY1113  ___________________________________________________________________
 CY1113* NAD 83(1992)-  32 47 58.86762(N)    109 17 39.09685(W)     ADJUSTED  
 CY1113* NAVD 88     -      1602.5    (meters)    5258.     (feet)  VERTCON   
 CY1113  ___________________________________________________________________
 CY1113  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CY1113  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CY1113  HORZ ORDER  -  SECOND
 CY1113
 CY1113.The horizontal coordinates were established by classical geodetic methods
 CY1113.and adjusted by the National Geodetic Survey in August 1993.
 CY1113
 CY1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1113
 CY1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1113
 CY1113.The geoid height was determined by GEOID03.
 CY1113
 CY1113;                    North         East     Units Scale Factor Converg.
 CY1113;SPC AZ E     -   199,875.374   295,072.306   MT  0.99998230   +0 28 21.5
 CY1113;SPC AZ E     -   655,759.10    968,084.99   iFT  0.99998230   +0 28 21.5
 CY1113;UTM  12      - 3,630,368.576   659,718.262   MT  0.99991455   +0 55 27.3
 CY1113
 CY1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1113!SPC AZ E     -   0.99975255  x   0.99998230  =   0.99973485
 CY1113!UTM  12      -   0.99975255  x   0.99991455  =   0.99966712
 CY1113
 CY1113|---------------------------------------------------------------------|
 CY1113| PID    Reference Object                     Distance      Geod. Az  |
 CY1113|                                                           dddmmss.s |
 CY1113| CY1112 BOUNDARY CNTY GREENLEE AT RHY        56.439 METERS 05033     |
 CY1113| CC8103 RHY RM 1                             22.020 METERS 11424     |
 CY1113| CY1115 MICRO                               APPROX. 2.2 KM 1981204.4 |
 CY1113| CC8104 RHY RM 2                             13.270 METERS 26323     |
 CY1113|---------------------------------------------------------------------|
 CY1113
 CY1113                          SUPERSEDED SURVEY CONTROL
 CY1113
 CY1113  NAD 83(1986)-  32 47 58.86329(N)    109 17 39.09374(W) AD(       ) 2
 CY1113  NAD 27      -  32 47 58.62203(N)    109 17 36.84896(W) AD(       ) 2
 CY1113  NGVD 29 (07/19/86) 1601.8    (m)         5255.     (f) VERT ANG    3  
 CY1113
 CY1113.Superseded values are not recommended for survey control.
 CY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1113.See file dsdata.txt to determine how the superseded data were derived.
 CY1113
 CY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5971830369(NAD 83)
 CY1113_MARKER: DD = SURVEY DISK
 CY1113_SETTING: 66 = SET IN ROCK OUTCROP
 CY1113
 CY1113  HISTORY     - Date     Condition        Report By
 CY1113  HISTORY     - 1976     MONUMENTED       AZDT
 CY1113
 CY1113                          STATION DESCRIPTION
 CY1113
 CY1113'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1113'THE STATION IS ABOUT 24.5 MILES EAST-SOUTHEAST OF SAFFORD, 17.5
 CY1113'MILES SOUTH OF CLIFTON AND 1.25 MILES NORTH OF U.S. HWY. 70 NEAR
 CY1113'THE TOP OF A RIDGE ON RHYOLITE PEAK.
 CY1113'
 CY1113'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED RHY 1976 AND IS
 CY1113'EPOXIED IN A DRILL HOLE IN A ROCK WHICH IS FLUSH WITH THE
 CY1113'GROUND.  A ROCK CAIRN AND WITNESS POST IS 4 FEET TO THE NORTH.
 CY1113'
 CY1113'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED RM 1
 CY1113'1976 AND IS EPOXIED TO A 5 X 4 FOOT ROCK THAT PROJECTS 6 INCHES
 CY1113'ABOVE GROUND.
 CY1113'
 CY1113'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED RM 2 1976
 CY1113'AND IS EPOXIED TO A 2 FOOT X 6 INCH ROCK THAT PROJECTS 6 INCHES
 CY1113'ABOVE GROUND.
 CY1113'
 CY1113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 666 AND
 CY1113'70 10 MILES EAST OF SAFFORD, TRAVEL EAST-SOUTHEAST ON U.S. HWY. 70
 CY1113'TO MILE POST 365.67 AND A ROAD ON THE LEFT THAT LEADS TO A
 CY1113'MICROWAVE STATION.  TURN LEFT AND FOLLOW MICROWAVE ROAD FOR
 CY1113'1.25 MILES TO A SHARP RIGHT TURN, GO AROUND CURVE THEN TURN LEFT
 CY1113'OFF ROAD AND ACROSS COUNTRY TO A SOUTHWEST NOSE OF A RIDGE
 CY1113'AND END OF TRUCK TRAVEL.  PACK NORTH-EASTERLY TO TOP OF RIDGE
 CY1113'AND CONTINUE NORTH UP RIDGE TO WITHIN 200 FEET OF SUMMIT.
 CY1113'STATION IS JUST A LITTLE LEFT OF RIDGE YOU CLIMBED.  THE STATION
 CY1113'IS NORTH-NORTHEAST OF MICROWAVE STATION.  ABOUT A 20
 CY1113'MINUTE PACK.
 CY1113'
 CY1113'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1883 ***********************************************************************
 CZ1883  DESIGNATION -  RICE
 CZ1883  PID         -  CZ1883
 CZ1883  STATE/COUNTY-  AZ/PIMA
 CZ1883  USGS QUAD   -  CAMPO BONITO (1972)
 CZ1883
 CZ1883                         *CURRENT SURVEY CONTROL
 CZ1883  ___________________________________________________________________
 CZ1883* NAD 83(1992)-  32 30 43.34060(N)    110 45 00.01886(W)     ADJUSTED  
 CZ1883* NAVD 88     -      2310.4    (meters)    7580.     (feet)  VERTCON   
 CZ1883  ___________________________________________________________________
 CZ1883  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 CZ1883  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CZ1883  HORZ ORDER  -  FIRST
 CZ1883
 CZ1883.The horizontal coordinates were established by classical geodetic methods
 CZ1883.and adjusted by the National Geodetic Survey in August 1993.
 CZ1883
 CZ1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1883
 CZ1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1883
 CZ1883.The geoid height was determined by GEOID03.
 CZ1883
 CZ1883;                    North         East     Units Scale Factor Converg.
 CZ1883;SPC AZ C     -   168,241.904   322,976.714   MT  1.00004812   +0 37 37.6
 CZ1883;SPC AZ C     -   551,974.75  1,059,634.89   iFT  1.00004812   +0 37 37.6
 CZ1883;UTM  12      - 3,597,221.192   523,481.203   MT  0.99960680   +0 08 03.7
 CZ1883
 CZ1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1883!SPC AZ C     -   0.99964174  x   1.00004812  =   0.99968985
 CZ1883!UTM  12      -   0.99964174  x   0.99960680  =   0.99924868
 CZ1883
 CZ1883|---------------------------------------------------------------------|
 CZ1883| PID    Reference Object                     Distance      Geod. Az  |
 CZ1883|                                                           dddmmss.s |
 CZ1883| CZ1885 BOUNDARY CNTY MARKER PIMA            11.790 METERS 09207     |
 CZ1883| CZ1886 RICE AZ MK                          APPROX. 0.9 KM 1544927.0 |
 CZ1883| CC8105 RICE RM 1                             2.545 METERS 17449     |
 CZ1883| CC8106 RICE RM 2                             6.282 METERS 23620     |
 CZ1883|---------------------------------------------------------------------|
 CZ1883
 CZ1883                          SUPERSEDED SURVEY CONTROL
 CZ1883
 CZ1883  NAD 83(1986)-  32 30 43.33756(N)    110 45 00.01596(W) AD(       ) 1
 CZ1883  NAD 27      -  32 30 43.06340(N)    110 44 57.66060(W) AD(       ) 1
 CZ1883  NGVD 29 (07/19/86) 2309.5    (m)         7577.     (f) VERT ANG    3  
 CZ1883
 CZ1883.Superseded values are not recommended for survey control.
 CZ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1883.See file dsdata.txt to determine how the superseded data were derived.
 CZ1883
 CZ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2348197221(NAD 83)
 CZ1883_MARKER: DS = TRIANGULATION STATION DISK
 CZ1883_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1883
 CZ1883  HISTORY     - Date     Condition        Report By
 CZ1883  HISTORY     - 1936     MONUMENTED       CGS
 CZ1883  HISTORY     - 1946     GOOD             USGS
 CZ1883  HISTORY     - 1948     GOOD             CGS
 CZ1883  HISTORY     - 1972     GOOD             AZHD
 CZ1883
 CZ1883                          STATION DESCRIPTION
 CZ1883
 CZ1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1883'THIS STATION IS ON THE HIGHEST POINT OF RICE PEAK, ONE OF
 CZ1883'THE HIGHEST PEAKS IN THE CORONADO NATIONAL FOREST (ELEVATION
 CZ1883'ABOUT 7500 FEET), ABOUT 18 MILES AIRLINE NE OF THE CITY OF
 CZ1883'TUCSON, AND ABOUT 8 MILES S OF THE VILLAGE OF ORACLE.  THE
 CZ1883'TOP OF THE HILL IS COVERED WITH LOW TIMBER AND THERE IS
 CZ1883'A BARE SPOT ON THE N SLOPE.
 CZ1883'
 CZ1883'THE AZIMUTH MARK IS ABOUT 1/2 MILE S OF THE STATION IN A ROCK
 CZ1883'LEDGE ON THE SAME RIDGE THAT THE STATION IS ON.  IT WAS OCCUPIED
 CZ1883'AND THE ANGLE MEASURED BETWEEN CATALINA AND RICE.  THE ROCK
 CZ1883'LEDGE IS ON THE W SIDE OF THE RIDGE AND ABOUT 25 FEET BELOW
 CZ1883'THE TOP OF THE RIDGE AT THAT POINT.
 CZ1883'
 CZ1883'TO REACH THE STATION FROM ORACLE POST OFFICE, GO SE ON THE
 CZ1883'MAIN GRAVEL HIGHWAY FOR 0.3 MILE TO A FORKS.  KEEP THE RIGHT
 CZ1883'FORK SE, AND FOLLOW A WINDING GRAVEL ROAD FOR 7.2 MILES TO
 CZ1883'A FORKS AT A CATTLE GUARD JUST ABOVE THE 3C CAMP RANCH HOUSE.
 CZ1883'TURN RIGHT HERE ON THE MAIN HIGHWAY AND CONTINUE FOR 1.1 MILES
 CZ1883'TO A ROAD TO THE RIGHT IN A CREEK BOTTOM.  HERE TURN RIGHT
 CZ1883'OFF THE MAIN HIGHWAY AND FOLLOW A WINDING ROAD UP A CREEK
 CZ1883'FOR ABOUT 1 MILE TO A CAMP, THIS IS THE END OF TRUCK TRAVEL.
 CZ1883'HERE TURN LEFT ACROSS THE CREEK AND FOLLOW A GOOD HORSE TRAIL
 CZ1883'ABOUT 4-1/2 MILES TO THE TOP OF A SADDLE BETWEEN A LOW PEAK
 CZ1883'ON THE LEFT AND RICE PEAK ON THE RIGHT.  TURN RIGHT AND
 CZ1883'FOLLOW W UP THE RIDGE ABOUT 1/2 MILE TO THE HIGHEST POINT AND
 CZ1883'STATION.
 CZ1883'
 CZ1883'A 4-FT. STAND USED AT THIS STATION CLEARED ALL LINES.
 CZ1883
 CZ1883                          STATION RECOVERY (1946)
 CZ1883
 CZ1883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 CZ1883'RECOVERED IN GOOD CONDITION.
 CZ1883'
 CZ1883'NOTE--HORSES WERE OBTAINED FROM 3 C RANCH AND RIDDEN FROM RANCH
 CZ1883'TO TOP OF PEAK.  A 2-HOUR RIDE.  HORSES AND PACKER WERE LOANED BY
 CZ1883'MR. CARDENAS WHO OWNS 3 C RANCH.
 CZ1883
 CZ1883                          STATION RECOVERY (1948)
 CZ1883
 CZ1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1883'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED,
 CZ1883'WITH THE EXCEPTION OF DISTANCE TO REFERENCE MARK NO. 2.  THE
 CZ1883'CORRECT DISTANCE FOR THIS MARK IS SHOWN BELOW.
 CZ1883'
 CZ1883'STATION IS LOCATED ON THE HIGHEST POINT OF RICE PEAK, ONE
 CZ1883'OF THE HIGHEST PEAKS IN THE CORONADO NATIONAL FOREST, ABOUT
 CZ1883'18 MILES AIRLINE NORTHEAST OF TUCSON, ABOUT 8 MILES SOUTH
 CZ1883'OF THE VILLAGE OF ORACLE, PROJECTS 18 INCHES,
 CZ1883'AND STAMPED--RICE 1936.
 CZ1883'
 CZ1883'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT HIGHER THAN
 CZ1883'STATION, PROJECTS 3 FEET, AND
 CZ1883'STAMPED--RICE NO 1 1936.
 CZ1883'
 CZ1883'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN STATION,
 CZ1883'PROJECTS 8 INCHES, AND STAMPED--RICE
 CZ1883'NO 2 1936.
 CZ1883'
 CZ1883'AZIMUTH MARK IS ON A ROCK LEDGE ON WEST SIDE OF RIDGE AND
 CZ1883'ABOUT 25 FEET FROM TOP OF RIDGE,
 CZ1883'AND STAMPED--RICE 1936.
 CZ1883'
 CZ1883'TO REACH FROM POST OFFICE IN ORACLE, GO EAST FOR 0.3 MILE
 CZ1883'TO FORK AND SIGN MT. LEMMON.  TAKE RIGHT FORK AS PER SIGN MT.
 CZ1883'LEMMON, AND GO 7.2 MILES ON MAIN TRAVELED ROAD TO FORK AT
 CZ1883'CATTLE GUARD, JUST ABOVE THE 3C CAMP RANCH HOUSE.  TAKE RIGHT
 CZ1883'FORK, MAIN ROAD, AND GO 1.1 MILE TO ROAD RIGHT IN CREEK BOTTOM.
 CZ1883'TURN RIGHT ON SIDE ROAD AND GO 1.0 MILE TO END OF TRUCK TRAVEL,
 CZ1883'WHICH IS JUST ABOVE A ROUND WATER TROUGH.  FROM HERE PACK
 CZ1883'LEFT UP DRAW AND TRAIL FOR ABOUT ONE MILE TO FORK IN DRAW.
 CZ1883'TAKE RIGHT FORK AND FOLLOW IT ABOUT ONE HUNDRED YARDS.
 CZ1883'THENCE LEAVE DRAW AND PICK WAY UP HILL TO LEFT TO TOP OF
 CZ1883'RIDGE.  PICK UP TRAIL AND FOLLOW IT AROUND SIDE OF HILL
 CZ1883'TO ANOTHER DRAW.  FOLLOW UP THIS DRAW TO WATER TROUGH AND
 CZ1883'TRAIL ON RIGHT.  FOLLOW TRAIL TO RIGHT AROUND HILL TO GATE IN
 CZ1883'FENCE LINE.  PASS THROUGH AND FOLLOW TRAIL SOUTH ALONG
 CZ1883'WEST SIDE OF FENCE LINE TO WHERE IT CROSSES A RIDGE.  LEAVE
 CZ1883'TRAIL, CROSS FENCE AND PICK WAY UP STEEP SLOPE TO EAST, GO TO
 CZ1883'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A THREE HOUR
 CZ1883'PACK.
 CZ1883'
 CZ1883'TO REACH AZIMUTH MARK FROM STATION GO DOWN TO FENCE LINE.
 CZ1883'THENCE SOUTH ALONG FENCE LINE TO ROCKY LEDGE AND AZIMUTH MARK
 CZ1883'AS DESCRIBED ABOVE.
 CZ1883
 CZ1883                          STATION RECOVERY (1972)
 CZ1883
 CZ1883'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1883'GENERAL LOCATION 18 AIRLINE MILES N.E. OF TUCSON 8 MILES
 CZ1883'SOUTH OF ORACLE
 CZ1883'
 CZ1883'TO REACH FROM POST OFFICE IN ORACLE, GO E. 0.3 MILES TO
 CZ1883'FORK AND SIGN MT LEMAN.  TAKE RT FORK FOR 7.2 MILES ON MAIN
 CZ1883'TRAVELED RD TO A FORK AT A CATTLE GUARD JUST ABOVE 3-C RANCH
 CZ1883'HOUSE TAKE RT FORK FOR 1.1 MI TO A SIGN PEPPERSAUCE CAMPGROUND
 CZ1883'CORONADO FOREST.  JUST UPSTREAM FROM SALVATION ARMY CAMP.
 CZ1883'TURN RT UP WASH FOR 0.45 MI. TO FENCE AND GATE - CONTINUE ON
 CZ1883'0.45 MI TO A FORK - TAKE RT. FORK UP BOTTOM OF WASH FOR 0.5 MI.
 CZ1883'TO FORK.  TAKE LT. FORK (END OF TRAVEL FOR 2 WHEEL DRIVE
 CZ1883'VEHICLE) FOR 0.55 TO FORK.  TAKE SHARP RT FORK FOR 0.1 MI. TO A
 CZ1883'FORK IN A SMALL SADDLE.  TAKE ANOTHER SHARP RT FOR 0.5 MI.
 CZ1883'(THIS SECTION HAS SEVERAL CORRUGATED METAL PIPES UNDER
 CZ1883'RD.) TO A SMALL SADDLE AND FORK.  TAKE LT. FORK FOR 0.35
 CZ1883'MI. TO A FORK.  TAKE RT. FORK FOR 0.3 TO A QUARTZ QUARRY -
 CZ1883'FORK RT. AGAIN FOR 0.15 MI TO TOP OF RIDGE AND A N-S
 CZ1883'FENCE LINE.  FOLLOW FENCE LINE MAINTAINANCE RD. FOR 1.0
 CZ1883'MILE TO A FORK TAKE RT.  FORK ALONG W. SIDE OF RIDGE FOR
 CZ1883'1.05 MI TO A SADDLE.  TAKE HARD LEFT (SWITCH BACK) FOR
 CZ1883'0.15 TO TOP OF HILL AND THE STATION.
 CZ1883'
 CZ1883'NOTE THIS AREA IS A MAZE OF MINE EXPLORATION RDS. AND IN
 CZ1883'SEVERAL AREAS IT WAS NECESSARY TO MAKE RD. REPAIRS.
 CZ1883'
 CZ1883'REFERENCE MARKS R.M. 1 AND R.M. 2 IN AND GOOD.
 CZ1883'
 CZ1883'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1971 ***********************************************************************
 DU1971  DESIGNATION -  RICE
 DU1971  PID         -  DU1971
 DU1971  STATE/COUNTY-  AZ/GILA
 DU1971  USGS QUAD   -  DOURINE CANYON (1966)
 DU1971
 DU1971                         *CURRENT SURVEY CONTROL
 DU1971  ___________________________________________________________________
 DU1971* NAD 83(1992)-  33 23 07.65942(N)    110 33 43.51691(W)     ADJUSTED  
 DU1971* NAVD 88     -      1111.1    (meters)    3645.     (feet)  VERTCON   
 DU1971  ___________________________________________________________________
 DU1971  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DU1971  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU1971  HORZ ORDER  -  FIRST
 DU1971
 DU1971.The horizontal coordinates were established by classical geodetic methods
 DU1971.and adjusted by the National Geodetic Survey in August 1993.
 DU1971
 DU1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1971
 DU1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1971
 DU1971.The geoid height was determined by GEOID03.
 DU1971
 DU1971;                    North         East     Units Scale Factor Converg.
 DU1971;SPC AZ E     -   264,567.784   176,571.687   MT  0.99991668   -0 13 03.3
 DU1971;SPC AZ E     -   868,004.54    579,303.44   iFT  0.99991668   -0 13 03.3
 DU1971;UTM  12      - 3,694,106.154   540,729.263   MT  0.99962045   +0 14 27.5
 DU1971
 DU1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1971!SPC AZ E     -   0.99982985  x   0.99991668  =   0.99974655
 DU1971!UTM  12      -   0.99982985  x   0.99962045  =   0.99945037
 DU1971
 DU1971|---------------------------------------------------------------------|
 DU1971| PID    Reference Object                     Distance      Geod. Az  |
 DU1971|                                                           dddmmss.s |
 DU1971| CD2590 RICE RM 1                            13.523 METERS 06851     |
 DU1971| DU1962 MOUNT TURNBULL PEAK                 APPROX.44.5 KM 1404935.2 |
 DU1971| CD2591 RICE RM 2                             6.438 METERS 14459     |
 DU1971| DU1996 PINAL PEAK LOOKOUT TOWER            APPROX.26.7 KM 2444240.6 |
 DU1971| DU1999 SIGNAL PEAK LOOKOUT TOWER           APPROX.27.5 KM 2481224.4 |
 DU1971| DU1970 RICE WM CROSS                         1.420 METERS 26958     |
 DU1971| CD2589 RICE AZ MK                                         3530927.4 |
 DU1971|---------------------------------------------------------------------|
 DU1971
 DU1971                          SUPERSEDED SURVEY CONTROL
 DU1971
 DU1971  NAD 83(1986)-  33 23 07.65473(N)    110 33 43.51730(W) AD(       ) 1
 DU1971  NAD 27      -  33 23 07.44700(N)    110 33 41.14700(W) AD(       ) 1
 DU1971  NGVD 29 (07/19/86) 1110.5    (m)         3643.     (f) VERT ANG    3  
 DU1971
 DU1971.Superseded values are not recommended for survey control.
 DU1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1971.See file dsdata.txt to determine how the superseded data were derived.
 DU1971
 DU1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4072994106(NAD 83)
 DU1971_MARKER: DS = TRIANGULATION STATION DISK
 DU1971_SETTING: 80 = SET IN A BOULDER
 DU1971_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1971
 DU1971  HISTORY     - Date     Condition        Report By
 DU1971  HISTORY     - 1938     MONUMENTED       CGS
 DU1971  HISTORY     - 1945     GOOD             CGS
 DU1971  HISTORY     - 1960     GOOD             CGS
 DU1971  HISTORY     - 1973     GOOD             LOCSUR
 DU1971
 DU1971                          STATION DESCRIPTION
 DU1971
 DU1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU1971'STATION IS LOCATED ON THE MOST S OF A SMALL GROUP OF HILLS
 DU1971'BEARING 278 DEG MAGNETIC FROM SAN CARLOS, ABOUT 5 MILES DISTANT.
 DU1971'IT IS ABOUT 13 MILES (AIR LINE) E OF GLOBE.
 DU1971'
 DU1971'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 DU1971'BOULDER.
 DU1971'
 DU1971'REFERENCE MARK 1 IS ENE OF THE STATION, ABOUT 3 FEET LOWER THAN
 DU1971'STATION SET IN WHAT APPEARS TO BE AN OUTCROP OF GRANITE BEDROCK.
 DU1971'IT IS A BRONZE REFERENCE DISK.
 DU1971'
 DU1971'REFERENCE MARK 2 IS SE OF STATION SET IN BEDROCK AT ABOUT THE SAME
 DU1971'ELEVATION AS STATION.  IT IS A BRONZE REFERENCE DISK.
 DU1971'
 DU1971'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 DU1971'OUTCROPPING BEDROCK.  IT IS ON THE HIGHEST POINT OF THE SMALL HILL
 DU1971'ABOUT 0.6 MILE FROM STATION BEARING 338 DEG MAGNETIC.  IT IS
 DU1971'ABOUT 250 FEET LOWER THAN STATION.
 DU1971'
 DU1971'A CHISELED CROSS IN A LARGE BOULDER W OF THE STATION APPEARS TO
 DU1971'BE A WITNESS MARK FOR SOME PREVIOUS SURVEY.
 DU1971'
 DU1971'TO REACH STATION FROM THE GLOBE POST OFFICE, GO S AND E ON U.S.
 DU1971'HIGHWAY 70 FOR 8.4 MILES TO JUNCTION OF U.S. HIGHWAY 70 AND ROAD
 DU1971'LEADING TO SAN CARLOS.  GO E TOWARD SAN CARLOS 9.3 MILES, THENCE
 DU1971'TURN N ON TRACK ROAD JUST BEFORE CROSSING A CONCRETE BRIDGE WITH
 DU1971'STEEL RAILINGS AND FOLLOW UP WASH (ROAD CROSSES BACK AND FORTH
 DU1971'AND IS SUBJECT TO CHANGE WITH EROSION) FOR 2.85 MILES TO THE
 DU1971'SECOND OF TWO WIRE GATES.  FROM HERE STATION PEAK IS VISIBLE AT
 DU1971'253 DEG MAGNETIC ON THE ROUND-TOPPED HILL WITH RIM ROCK
 DU1971'BREAKING OFF TO THE N.  THENCE FOLLOW ROAD THROUGH GATE AND
 DU1971'INTO WASH, THEN UP WASH FOR 1.4 MILES.  FROM THIS POINT ONE
 DU1971'MAY PICK WAY W TO THE N BASE OF STATION PEAK, A DISTANCE OF
 DU1971'ABOUT 0.5 MILE.  FROM HERE PACK S TO HIGHEST POINT AND
 DU1971'STATION.
 DU1971
 DU1971                          STATION RECOVERY (1945)
 DU1971
 DU1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1971'STATION IS ABOUT 6-1/2 MILES (AIR LINE) WNW OF SAN CARLOS, 13
 DU1971'MILES (AIR LINE) E OF GLOBE, AND ABOUT 2-1/2 MILES N OF THE
 DU1971'GRADED ROAD FROM CUTTER TO SAN CARLOS.  STATION IS ON THE MOST S
 DU1971'OF A SMALL GROUP OF HILLS.
 DU1971'
 DU1971'TO REACH STATION FROM THE ROAD JUNCTION AT THE CUTTER MAINTENANCE
 DU1971'STATION ABOUT 8 MILES E OF GLOBE, GO E ON THE GRADED ROAD TOWARD
 DU1971'SAN CARLOS FOR 9.2 MILES TO A TRACK ROAD ON THE LEFT ABOUT 0.2
 DU1971'MILE BEFORE REACHING A WOODEN BRIDGE WITH RAILING.  HERE TURN
 DU1971'LEFT OR N AND GO 2.8 MILES TO THE SECOND WIRE GATE.  CONTINUE
 DU1971'STRAIGHT AHEAD INTO WASH AND UP WASH FOR 1.3 MILES.  HERE TURN
 DU1971'LEFT OR SW OUT OF THE WASH TOWARD THE LOW HILL AND STATION NOW
 DU1971'VISIBLE AND GO 0.6 MILE CROSS COUNTRY THROUGH A SECOND WASH TO
 DU1971'A FENCE LINE AND THE END OF TRUCK TRAVEL WHICH IS ABOUT 300
 DU1971'YARDS SE OF A SMALL KNOLL WITH A RIM ON THE N SIDE AND A CAIRN
 DU1971'AND THE AZIMUTH MARK ON THE TOP.  FROM HERE PACK SW TO THE
 DU1971'HIGHEST POINT AND THE STATION.
 DU1971'
 DU1971'STATION MARK IS A BRONZE STATION DISK STAMPED RICE 1938.  IT IS
 DU1971'SET IN BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURROUNDING
 DU1971'SURFACE AND IS ABOUT 10-1/2 FEET NW OF THE HIGHEST POINT OF THE
 DU1971'HILL.
 DU1971'
 DU1971'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED RICE NO 1
 DU1971'1938.  IT IS SET IN A BOULDER WHICH PROJECTS 16 INCHES AND IS
 DU1971'ABOUT 6 FEET BELOW THE STATION.  THE MARK IS ENE OF THE STATION.
 DU1971'
 DU1971'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED RICE NO 2
 DU1971'1938.  IT IS SET IN BEDROCK WHICH PROJECTS ABOUT 6 INCHES ABOVE
 DU1971'THE SURROUNDING SURFACE AND IS AT ABOUT THE SAME LEVEL AS THE
 DU1971'STATION.  THE MARK IS SE OF THE STATION.
 DU1971'
 DU1971'A CHISELED CROSS IN THE TOP OF A PIECE OF BEDROCK WHICH PROJECTS
 DU1971'ABOUT 10 INCHES ABOVE THE SURROUNDING SURFACE IS LOCATED W OF
 DU1971'THE STATION.
 DU1971'
 DU1971'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED RICE 1938 IT IS
 DU1971'SET IN BEDROCK ABOUT 2 FEET SW OF A 2-FOOT CAIRN.  THE MARK IS ON
 DU1971'THE FIRST KNOLL ABOUT 1/4 MILE N OF THE STATION.
 DU1971
 DU1971                          STATION RECOVERY (1960)
 DU1971
 DU1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1971'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 DU1971'IN GOOD CONDITION.
 DU1971
 DU1971                          STATION RECOVERY (1973)
 DU1971
 DU1971'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (RJM)
 DU1971'RICE 1938 RECOVERED GOOD.
 DU1971'
 DU1971'RICE NO 1 1938, RICE NO 2 1938 BOTH RECOVERED GOOD.
 DU1971'
 DU1971'RICE 1938 (AZIMUTH MARK) RECOVERED GOOD.
 DU1971'
 DU1971'STATION AND ALL REFERENCE AND AZIMUTH MARKS RECOVERED AND ARE IN
 DU1971'GOOD CONDITION.  A SMALL DAM HAS BEEN BUILT ACROSS THE REFERENCE
 DU1971'MARK IN THE DESCRIPTION AND IS VERY DIFFICULT TO DRIVE TO THE BASE OF
 DU1971'THE MOUNTAIN.  I RENTED A HORSE FROM AN INDIAN AND RODE
 DU1971'HORSEBACK WITH EQUIPMENT FROM THE S, SIDE OF THE MOUNTAIN, AROUND
 DU1971'TO THE N SIDE AND THEN UP TO THE TOP, ABOUT 1 HOUR FROM THE ROAD
 DU1971'BETWEEN CUTTER AND SAN CARLOS BY HORSEBACK TO THE TOP.
 DU1971'
 DU1971'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES WNW OF
 DU1971'SAN CARLOS, 13 MILES E OF GLABE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2257 ***********************************************************************
 DU2257  DESIGNATION -  RICE
 DU2257  PID         -  DU2257
 DU2257  STATE/COUNTY-  AZ/MARICOPA
 DU2257  USGS QUAD   -  GUADALUPE (1982)
 DU2257
 DU2257                         *CURRENT SURVEY CONTROL
 DU2257  ___________________________________________________________________
 DU2257* NAD 83(2007)-  33 17 33.02070(N)    111 53 37.12151(W)     NO CHECK  
 DU2257* NAVD 88     -       361.4    (meters)    1186.     (feet)  VERTCON   
 DU2257  ___________________________________________________________________
 DU2257  EPOCH DATE  -        2007.00
 DU2257  X           -  -1,990,091.761 (meters)                     COMP
 DU2257  Y           -  -4,952,095.864 (meters)                     COMP
 DU2257  Z           -   3,481,302.740 (meters)                     COMP
 DU2257  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DU2257  ELLIP HEIGHT-         331.647 (meters)          (02/10/07) NO CHECK
 DU2257  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU2257
 DU2257  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2257  Type    PID    Designation                      North   East  Ellip
 DU2257  -------------------------------------------------------------------
 DU2257  NETWORK DU2257 RICE                              4.88   6.15   7.45
 DU2257  -------------------------------------------------------------------
 DU2257
 DU2257.The horizontal coordinates were established by GPS observations
 DU2257.and adjusted by the National Geodetic Survey in February 2007.
 DU2257
 DU2257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2257.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2257.No horizontal observational check was made to the station.
 DU2257.The horizontal coordinates are valid at the epoch date displayed above.
 DU2257.The epoch date for horizontal control is a decimal equivalence
 DU2257.of Year/Month/Day.
 DU2257
 DU2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2257
 DU2257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2257
 DU2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2257
 DU2257.The ellipsoidal height was determined by GPS observations
 DU2257.and is referenced to NAD 83.
 DU2257
 DU2257.The geoid height was determined by GEOID03.
 DU2257
 DU2257;                    North         East     Units Scale Factor Converg.
 DU2257;SPC AZ C     -   254,189.488   215,504.120   MT  0.99990006   +0 00 45.5
 DU2257;SPC AZ C     -   833,955.01    707,034.51   iFT  0.99990006   +0 00 45.5
 DU2257;UTM  12      - 3,684,071.117   416,794.618   MT  0.99968535   -0 29 26.0
 DU2257
 DU2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2257!SPC AZ C     -   0.99994794  x   0.99990006  =   0.99984800
 DU2257!UTM  12      -   0.99994794  x   0.99968535  =   0.99963330
 DU2257
 DU2257                          SUPERSEDED SURVEY CONTROL
 DU2257
 DU2257  ELLIP H (06/11/02)  331.675  (m)                       GP(       ) 4 2
 DU2257  NAD 83(1992)-  33 17 33.01930(N)    111 53 37.12094(W) AD(       ) 1
 DU2257  ELLIP H (08/23/93)  331.748  (m)                       GP(       ) 4 2
 DU2257  NAD 83(1986)-  33 17 33.01284(N)    111 53 37.12544(W) AD(       ) 1
 DU2257  NGVD 29 (09/11/89)  360.8    (m)         1184.     (f) GPS OBS     3  
 DU2257
 DU2257.Superseded values are not recommended for survey control.
 DU2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2257.See file dsdata.txt to determine how the superseded data were derived.
 DU2257
 DU2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1679584071(NAD 83)
 DU2257_MARKER: DD = SURVEY DISK
 DU2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2257+STABILITY: SURFACE MOTION
 DU2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2257+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2257
 DU2257  HISTORY     - Date     Condition        Report By
 DU2257  HISTORY     - 1986     MONUMENTED       AZDT
 DU2257  HISTORY     - 20060102 MARK NOT FOUND   GEOCAC
 DU2257  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DU2257
 DU2257                          STATION DESCRIPTION
 DU2257
 DU2257'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2257'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) WEST OF CHANDLER,
 DU2257'ARIZONA.
 DU2257'
 DU2257'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HWY. 10
 DU2257'AND CHANDLER BLVD., GO EAST ON CHANDLER BLVD. FOR 7.38 KM (4.55 MI)
 DU2257'TO PRICE ROAD.  TURN RIGHT AND GO SOUTH ON PRICE ROAD FOR
 DU2257'1.54 KM (0.95 MI) TO THE STATION ON THE RIGHT.
 DU2257'
 DU2257'THE STATION IS A STANDARD AGS DISK
 DU2257'STAMPED---RICE 1986---,
 DU2257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2257'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DU2257'4.9 METERS (16 FT) WEST FROM THE CENTERLINE OF THE SOUTHBOUND LANE
 DU2257'OF PRICE ROAD,
 DU2257'26.21 METERS (86 FT) SOUTH-SOUTHEAST FROM A FIRE HYDRANT,
 DU2257'44.4 METERS (145.7 FT) NORTH-NORTHWEST FROM A POWER POLE,
 DU2257'0.61 METERS (2.0 FT) WEST FROM THE EAST FACE OF THE CURB,
 DU2257'1.22 METERS (4.0 FT) EAST FROM A WITNESS POST AND SIGN.
 DU2257'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2257'STAMPED---RICE 1986---,
 DU2257'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DU2257
 DU2257                          STATION RECOVERY (2006)
 DU2257
 DU2257'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2257'THE ADJUSTED COORDINATES POINT TO AN AREA THAT HAS RECENTLY HAD MAJOR
 DU2257'ROADWORK PERFORMED. IT IS NOW THE INTERSECTION OF ROUTE 101/PRICE ROAD
 DU2257'WHICH NOW HAS AN OVERPASS OVER ROUTE 202/PECOS ROAD. A FOOT SEARCH FOR
 DU2257'THE MARK WAS NOT PERFORMED AT THIS TIME.
 DU2257
 DU2257                          STATION RECOVERY (2007)
 DU2257
 DU2257'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2257'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU2257'MARK. ALMOST CERTAINLY DESTROYED BY FREEWAY CONSTRUCTION. THE
 DU2257'UNDERGROUND MARK MAY HAVE BEEN PRESERVED, BUT THE SURFACE MARK IS
 DU2257'MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1886 ***********************************************************************
 CZ1886  DESIGNATION -  RICE AZ MK
 CZ1886  PID         -  CZ1886
 CZ1886  STATE/COUNTY-  AZ/PIMA
 CZ1886  USGS QUAD   -  CAMPO BONITO (1972)
 CZ1886
 CZ1886                         *CURRENT SURVEY CONTROL
 CZ1886  ___________________________________________________________________
 CZ1886* NAD 83(1992)-  32 30 15.45150(N)    110 44 44.54891(W)     ADJUSTED  
 CZ1886* NAVD 88     -      2278.     (meters)    7474.     (feet)  SCALED    
 CZ1886  ___________________________________________________________________
 CZ1886  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CZ1886  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CZ1886  HORZ ORDER  -  SECOND
 CZ1886
 CZ1886.The horizontal coordinates were established by classical geodetic methods
 CZ1886.and adjusted by the National Geodetic Survey in August 1993.
 CZ1886
 CZ1886.The orthometric height was scaled from a topographic map.
 CZ1886
 CZ1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1886
 CZ1886.The geoid height was determined by GEOID03.
 CZ1886
 CZ1886;                    North         East     Units Scale Factor Converg.
 CZ1886;SPC AZ C     -   167,387.235   323,389.930   MT  1.00004924   +0 37 45.5
 CZ1886;SPC AZ C     -   549,170.72  1,060,990.58   iFT  1.00004924   +0 37 45.5
 CZ1886;UTM  12      - 3,596,363.381   523,886.875   MT  0.99960704   +0 08 11.9
 CZ1886
 CZ1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1886!SPC AZ C     -   0.99964684  x   1.00004924  =   0.99969606
 CZ1886!UTM  12      -   0.99964684  x   0.99960704  =   0.99925402
 CZ1886
 CZ1886:                Primary Azimuth Mark                     Grid Az
 CZ1886:SPC AZ C     -  RICE                                     334 11 49.8
 CZ1886:UTM  12      -  RICE                                     334 41 23.4
 CZ1886
 CZ1886|---------------------------------------------------------------------|
 CZ1886| PID    Reference Object                     Distance      Geod. Az  |
 CZ1886|                                                           dddmmss.s |
 CZ1886| CZ1883 RICE                                APPROX. 0.9 KM 3344935.3 |
 CZ1886|---------------------------------------------------------------------|
 CZ1886
 CZ1886                          SUPERSEDED SURVEY CONTROL
 CZ1886
 CZ1886  NAD 83(1986)-  32 30 15.44858(N)    110 44 44.54593(W) AD(       ) 2
 CZ1886  NAD 27      -  32 30 15.17410(N)    110 44 42.19170(W) AD(       ) 2
 CZ1886
 CZ1886.Superseded values are not recommended for survey control.
 CZ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1886.See file dsdata.txt to determine how the superseded data were derived.
 CZ1886
 CZ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2388796363(NAD 83)
 CZ1886_MARKER: DS = TRIANGULATION STATION DISK
 CZ1886_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1886_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1886+STABILITY: POSITION/ELEVATION WELL
 CZ1886
 CZ1886  HISTORY     - Date     Condition        Report By
 CZ1886  HISTORY     - 1936     MONUMENTED       CGS
 CZ1886
 CZ1886                          STATION DESCRIPTION
 CZ1886
 CZ1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1886'THIS STATION IS THE AZIMUTH MARK FOR STATION RICE 1936, AND
 CZ1886'ABOUT 1/2 MILE S OF IT.  IT IS ON A ROCK LEDGE ON THE W SIDE
 CZ1886'OF THE SAME RIDGE THAT STATION RICE IS ON AND ABOUT 25 FEET
 CZ1886'BELOW THE TOP OF THE RIDGE AT THAT POINT.  THIS STATION WAS
 CZ1886'OCCUPIED AND THE ANGLE MEASURED AS SHOWN ABOVE.  A 4-FT.
 CZ1886'STAND WAS USED OVER THE MARK AND CLEARED BOTH LINES.
 CZ1886'
 CZ1886'THERE ARE NO REFERENCE MARKS FOR THIS STATION.
 CZ1886'
 CZ1886'TO REACH FROM STATION RICE GO SOUTH ALONG THE CREST OF THE
 CZ1886'RIDGE ON THE W SIDE OF A WIRE FENCE FOR ABOUT 0.6 MILE TO A
 CZ1886'BARE ROCK LEDGE ON THE RIGHT, W, AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1970 ***********************************************************************
 DU1970  DESIGNATION -  RICE WM CROSS
 DU1970  PID         -  DU1970
 DU1970  STATE/COUNTY-  AZ/GILA
 DU1970  USGS QUAD   -  DOURINE CANYON (1966)
 DU1970
 DU1970                         *CURRENT SURVEY CONTROL
 DU1970  ___________________________________________________________________
 DU1970* NAD 83(1992)-  33 23 07.65939(N)    110 33 43.57185(W)     ADJUSTED  
 DU1970* NAVD 88     -      1112.     (meters)    3648.     (feet)  SCALED    
 DU1970  ___________________________________________________________________
 DU1970  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DU1970  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU1970  HORZ ORDER  -  SECOND
 DU1970
 DU1970.The horizontal coordinates were established by classical geodetic methods
 DU1970.and adjusted by the National Geodetic Survey in August 1993.
 DU1970
 DU1970.The orthometric height was scaled from a topographic map.
 DU1970
 DU1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1970
 DU1970.The geoid height was determined by GEOID03.
 DU1970
 DU1970;                    North         East     Units Scale Factor Converg.
 DU1970;SPC AZ E     -   264,567.788   176,570.267   MT  0.99991668   -0 13 03.4
 DU1970;SPC AZ E     -   868,004.55    579,298.78   iFT  0.99991668   -0 13 03.4
 DU1970;UTM  12      - 3,694,106.147   540,727.844   MT  0.99962045   +0 14 27.5
 DU1970
 DU1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1970!SPC AZ E     -   0.99982977  x   0.99991668  =   0.99974647
 DU1970!UTM  12      -   0.99982977  x   0.99962045  =   0.99945029
 DU1970
 DU1970                          SUPERSEDED SURVEY CONTROL
 DU1970
 DU1970  NAD 83(1986)-  33 23 07.65507(N)    110 33 43.57209(W) AD(       ) 2
 DU1970  NAD 27      -  33 23 07.44800(N)    110 33 41.20200(W) AD(       ) 2
 DU1970
 DU1970.Superseded values are not recommended for survey control.
 DU1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1970.See file dsdata.txt to determine how the superseded data were derived.
 DU1970
 DU1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4072894106(NAD 83)
 DU1970_MARKER: X = CHISELED CROSS
 DU1970_SETTING: 80 = SET IN A BOULDER
 DU1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1970+STABILITY: SURFACE MOTION
 DU1970
 DU1970  HISTORY     - Date     Condition        Report By
 DU1970  HISTORY     - 1938     MONUMENTED       CGS
 DU1970
 DU1970                          STATION DESCRIPTION
 DU1970
 DU1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DU1970'A CHISELED CROSS IN A LARGE BOULDER W OF STATION RICE
 DU1970'APPEARS TO BE A WITNESS MARK FOR SOME PREVIOUS SURVEY.
 DU1970'TO REACH STATION FROM THE GLOBE POST OFFICE, GO S AND E ON U.S.
 DU1970'HIGHWAY 70 FOR 8.4 MILES TO JUNCTION OF U.S. HIGHWAY 70 AND ROAD
 DU1970'LEADING TO SAN CARLOS.  GO E TOWARD SAN CARLOS 9.3 MILES, THENCE
 DU1970'TURN N ON TRACK ROAD JUST BEFORE CROSSING A CONCRETE BRIDGE WITH
 DU1970'STEEL RAILINGS AND FOLLOW UP WASH (ROAD CROSSES BACK AND FORTH
 DU1970'AND IS SUBJECT TO CHANGE WITH EROSION) FOR 2.85 MILES TO THE
 DU1970'SECOND OF TWO WIRE GATES.  FROM HERE STATION PEAK IS VISIBLE AT
 DU1970'253 DEG MAGNETIC ON THE ROUND-TOPPED HILL WITH RIM ROCK
 DU1970'BREAKING OFF TO THE N.  THENCE FOLLOW ROAD THROUGH GATE AND
 DU1970'INTO WASH, THEN UP WASH FOR 1.4 MILES.  FROM THIS POINT ONE
 DU1970'MAY PICK WAY W TO THE N BASE OF STATION RICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0920 ***********************************************************************
 ET0920  DESIGNATION -  RICHINBAR
 ET0920  PID         -  ET0920
 ET0920  STATE/COUNTY-  AZ/YAVAPAI
 ET0920  USGS QUAD   -  JOES HILL (1969)
 ET0920
 ET0920                         *CURRENT SURVEY CONTROL
 ET0920  ___________________________________________________________________
 ET0920* NAD 83(1992)-  34 12 08.38553(N)    112 06 16.33264(W)     ADJUSTED  
 ET0920* NAVD 88     -      1076.0    (meters)    3530.     (feet)  VERTCON   
 ET0920  ___________________________________________________________________
 ET0920  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 ET0920  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 ET0920  HORZ ORDER  -  SECOND
 ET0920
 ET0920.The horizontal coordinates were established by classical geodetic methods
 ET0920.and adjusted by the National Geodetic Survey in August 1993.
 ET0920
 ET0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0920
 ET0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0920
 ET0920.The geoid height was determined by GEOID03.
 ET0920
 ET0920;                    North         East     Units Scale Factor Converg.
 ET0920;SPC AZ C     -   355,110.782   196,046.633   MT  0.99990369   -0 06 20.2
 ET0920;SPC AZ C     - 1,165,061.62    643,197.61   iFT  0.99990369   -0 06 20.2
 ET0920;UTM  12      - 3,785,141.624   398,238.551   MT  0.99972765   -0 37 15.4
 ET0920
 ET0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0920!SPC AZ C     -   0.99983542  x   0.99990369  =   0.99973913
 ET0920!UTM  12      -   0.99983542  x   0.99972765  =   0.99956312
 ET0920
 ET0920|---------------------------------------------------------------------|
 ET0920| PID    Reference Object                     Distance      Geod. Az  |
 ET0920|                                                           dddmmss.s |
 ET0920| CH3183 RICHINBAR RM 2                        5.474 METERS 25929     |
 ET0920| CH3181 RICHINBAR AZ MK                                    3293345.8 |
 ET0920| CH3182 RICHINBAR RM 1                        6.724 METERS 35224     |
 ET0920|---------------------------------------------------------------------|
 ET0920
 ET0920                          SUPERSEDED SURVEY CONTROL
 ET0920
 ET0920  NAD 83(1986)-  34 12 08.38018(N)    112 06 16.33307(W) AD(       ) 2
 ET0920  NAD 27      -  34 12 08.26400(N)    112 06 13.76900(W) AD(       ) 2
 ET0920  NGVD 29 (07/19/86) 1075.3    (m)         3528.     (f) VERT ANG    3  
 ET0920
 ET0920.Superseded values are not recommended for survey control.
 ET0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0920.See file dsdata.txt to determine how the superseded data were derived.
 ET0920
 ET0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9823985142(NAD 83)
 ET0920_MARKER: DS = TRIANGULATION STATION DISK
 ET0920_SETTING: 80 = SET IN A BOULDER
 ET0920_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0920+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2008
 ET0920
 ET0920  HISTORY     - Date     Condition        Report By
 ET0920  HISTORY     - 1946     MONUMENTED       CGS
 ET0920  HISTORY     - 1955     GOOD             CGS
 ET0920  HISTORY     - 1959     GOOD             CGS
 ET0920  HISTORY     - 20060527 GOOD             GEOCAC
 ET0920  HISTORY     - 20080919 GOOD             GEOCAC
 ET0920
 ET0920                          STATION DESCRIPTION
 ET0920
 ET0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ET0920'THE STATION IS LOCATED APPROX. 3-1/4 MILES EAST OF BUMBLEBEE,
 ET0920'APPROX. 8-1/2 MILES SSE OF CORDES, APPROX. 1/4 MILE NW OF THE
 ET0920'RUINS OF THE RICHINBAR MINE, AND 0.35 MILE WEST OF THE FRIA
 ET0920'RIVER.
 ET0920'
 ET0920'TO REACH THE STATION FROM THE POST OFFICE IN CORDES, ARIZ.,
 ET0920'TAKE THE SIDE ROAD EAST FROM STATE HIGHWAY NO. 69 AS PER SIGN
 ET0920'BLOODY BASIN 25, AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.4
 ET0920'MILES TO A FORK, TAKE RIGHT FORK AS PER SIGN RICHINBAR MINE
 ET0920'6 MILES AND CONTINUE FOR 2.1 MILES TO A FORK, KEEP RIGHT
 ET0920'AND CONTINUE FOR 2.9 MILES ON THE MAIN TRAVELED ROAD TO A
 ET0920'WIRE GATE AND OLD CATTLE GUARD, PASS THROUGH GATE AND CONTINUE
 ET0920'FOR 0.4 MILE TO THE AZIMUTH MARK AND WITNESS POST ON THE
 ET0920'LEFT SIDE OF ROAD, CONTINUE FOR 0.3 MILE TO THE VICINITY OF
 ET0920'TWO OLD 4-FOOT SQUARE FRAMES AND A DIM REVERSE FORK RIGHT,
 ET0920'JUST BEFORE ROAD STARTS DOWN HILL.  FROM HERE PACK APPROX. 200
 ET0920'FT.  SOUTHERLY TO TOP OF ROCK RIM AND STATION.
 ET0920'
 ET0920'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--
 ET0920'RICHINBAR 1946 AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 ET0920'TOP OF WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 ET0920'
 ET0920'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--
 ET0920'RICHINBAR NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN
 ET0920'A BOULDER, TOP OF WHICH PROJECTS 5 INCHES ABOVE THE SURROUNDING
 ET0920'SURFACE.  THIS MARK IS NORTH OF AND 1 FOOT ABOVE STATION.
 ET0920'
 ET0920'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED RICHINBAR
 ET0920'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 ET0920'TOP OF WHICH PROJECTS 4 INCHES ABOVE THE SURROUNDING SURFACE.
 ET0920'THIS MARK IS WEST OF STATION AND SAME LEVEL WITH STATION.
 ET0920'
 ET0920'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--RICHINBAR
 ET0920'1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER APPROX.
 ET0920'2 FT X 3 FT IN SIZE, TOP OF WHICH PROJECTS 14 INCHES ABOVE THE
 ET0920'GROUND.  THIS MARK IS 0.3 MILE NNW OF STATION, 15 FT. NE OF
 ET0920'CENTERLINE OF RICHINBAR ROAD, AND 3 FT. SW OF A WHITE WITNESS
 ET0920'POST.
 ET0920
 ET0920                          STATION RECOVERY (1955)
 ET0920
 ET0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET0920'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK
 ET0920'WERE RECOVERED IN GOOD CONDITION.  REVISED DIRECTIONS FOR
 ET0920'REACHING THE STATION FOLLOW--
 ET0920'
 ET0920'FROM THE GENERAL STORE IN ROCK SPRINGS GO NORTH ON STATE
 ET0920'HIGHWAY 69 FOR 11.5 MILES TO A ROAD AND GATE ON THE RIGHT.
 ET0920'TURN RIGHT (EAST) AND GO 0.3 MILE TO CORRAL ON THE LEFT.
 ET0920'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE THE
 ET0920'RIGHT FORK AND GO 0.25 MILE TO A WIRE GATE.  PASS THROUGH
 ET0920'THE GATE AND GO 0.15 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 ET0920'0.1 MILE TO THE STATION ABOUT 200 FT. ON THE RIGHT.
 ET0920'
 ET0920'THE DESCRIPTION OF THE STATION SITE BY C.A.E. IN 1946 IS GOOD.
 ET0920
 ET0920                          STATION RECOVERY (1959)
 ET0920
 ET0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0920'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 ET0920'GOOD CONDITION.  THERE WAS FOUND A DIFFERENCE IN THE DIRECTIONS
 ET0920'TO THE REFERENCE MARKS.  A NEW TO REACH FOLLOWS.  TO REACH
 ET0920'THE STATION FROM THE POST OFFICE IN BLACK CANYON, GO NORTH
 ET0920'ARIZONA STATE HIGHWAY 69 FOR 9.2 MILES TO A TRACK ROAD
 ET0920'AND A GATE ON THE RIGHT, EAST.  TURN RIGHT AND GO EAST 0.9
 ET0920'MILE TO A Y-FORK, KEEP RIGHT FOR 0.15 MILE TO THE END OF
 ET0920'TRUCK TRAVEL.  PACK SOUTH 100 YARDS TO THE STATION.
 ET0920
 ET0920                          STATION RECOVERY (2006)
 ET0920
 ET0920'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0920'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0920'SEARCH BY PID.
 ET0920
 ET0920                          STATION RECOVERY (2008)
 ET0920
 ET0920'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0920'RECOVERED STATION RICHNBAR ALONG WITH RM 1 AND RM 2 IN GOOD CONDITION.
 ET0920' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6863 ***********************************************************************
 DH6863  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6863  DESIGNATION -  RICHMOND
 DH6863  PID         -  DH6863
 DH6863  STATE/COUNTY-  AZ/GILA
 DH6863  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DH6863
 DH6863                         *CURRENT SURVEY CONTROL
 DH6863  ___________________________________________________________________
 DH6863* NAD 83(2007)-  33 31 59.02909(N)    110 45 54.31320(W)     ADJUSTED  
 DH6863* NAVD 88     -      1601.15   (meters)    5253.1    (feet)  GPS OBS   
 DH6863  ___________________________________________________________________
 DH6863  EPOCH DATE  -        2007.00
 DH6863  X           -  -1,887,328.378 (meters)                     COMP
 DH6863  Y           -  -4,977,561.649 (meters)                     COMP
 DH6863  Z           -   3,504,261.384 (meters)                     COMP
 DH6863  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 DH6863  ELLIP HEIGHT-        1574.253 (meters)          (02/10/07) ADJUSTED
 DH6863  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DH6863
 DH6863  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6863  Type    PID    Designation                      North   East  Ellip
 DH6863  -------------------------------------------------------------------
 DH6863  NETWORK DH6863 RICHMOND                          0.67   0.57   2.20
 DH6863  -------------------------------------------------------------------
 DH6863
 DH6863.The horizontal coordinates were established by GPS observations
 DH6863.and adjusted by the National Geodetic Survey in February 2007.
 DH6863
 DH6863.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6863.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6863.The horizontal coordinates are valid at the epoch date displayed above.
 DH6863.The epoch date for horizontal control is a decimal equivalence
 DH6863.of Year/Month/Day.
 DH6863
 DH6863.The orthometric height was determined by GPS observations and a
 DH6863.high-resolution geoid model.
 DH6863.The orthometric height was determined by GPS observations and a
 DH6863.high-resolution geoid model using precise GPS observation and
 DH6863.processing techniques.
 DH6863
 DH6863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6863
 DH6863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6863
 DH6863.The ellipsoidal height was determined by GPS observations
 DH6863.and is referenced to NAD 83.
 DH6863
 DH6863.The geoid height was determined by GEOID03.
 DH6863
 DH6863;                    North         East     Units Scale Factor Converg.
 DH6863;SPC AZ E     -   281,027.642   157,779.571   MT  0.99993807   -0 19 50.1
 DH6863;SPC AZ E     -   922,006.70    517,649.51   iFT  0.99993807   -0 19 50.1
 DH6863;UTM  12      - 3,710,409.664   521,811.707   MT  0.99960587   +0 07 47.2
 DH6863
 DH6863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6863!SPC AZ E     -   0.99975292  x   0.99993807  =   0.99969100
 DH6863!UTM  12      -   0.99975292  x   0.99960587  =   0.99935888
 DH6863
 DH6863                          SUPERSEDED SURVEY CONTROL
 DH6863
 DH6863  NAD 83(1992)-  33 31 59.02890(N)    110 45 54.31287(W) AD(       ) B
 DH6863  ELLIP H (08/22/05) 1574.264  (m)                       GP(       ) 4 2
 DH6863
 DH6863.Superseded values are not recommended for survey control.
 DH6863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6863.See file dsdata.txt to determine how the superseded data were derived.
 DH6863
 DH6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2181210410(NAD 83)
 DH6863_MARKER: DD = SURVEY DISK
 DH6863_SETTING: 66 = SET IN ROCK OUTCROP
 DH6863_STAMPING: RICHMOND 2004
 DH6863_MARK LOGO: AZ-007
 DH6863_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6863+STABILITY: POSITION/ELEVATION WELL
 DH6863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6863+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH6863
 DH6863  HISTORY     - Date     Condition        Report By
 DH6863  HISTORY     - 20040401 MONUMENTED       AZ-007
 DH6863
 DH6863                          STATION DESCRIPTION
 DH6863
 DH6863'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6863'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE,AZ. TRAVEL
 DH6863'NORTH ON SR-188 4.4 MILES TO OLD SR 88. TAKE OLD SR88 NORTHERLY 1.7
 DH6863'MILES TO HICKS ROAD. TAKE HICKS ROAD 2.3 MILES TO DIRT ROAD HEADING
 DH6863'EAST AT END OF WHITE FENCE BEYOND H AND E RANCH. SIGN IN AT UNATTENDED
 DH6863'LOG. TRAVEL 1.8 MILES EASTERLY ALONG FOREST SERVICE (FS) ROAD 219 TO
 DH6863'FS 220. TAKE FS 220 2.9 MILES UP RIVERBED TO CORRAL. CONTINUE THROUGH
 DH6863'WHITE GATE TO EAST. CONTINUE ALONG FS 220 6.2 MILES TO THREE CORRALS
 DH6863'IN OPEN FIELD. MONUMENT IS 300 FEET SOUTH OF CORRALS ON RIDGE LINE.
 DH6863'MONUMENT IS 6 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0899 ***********************************************************************
 FR0899  DESIGNATION -  RICK
 FR0899  PID         -  FR0899
 FR0899  STATE/COUNTY-  AZ/YAVAPAI
 FR0899  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0899
 FR0899                         *CURRENT SURVEY CONTROL
 FR0899  ___________________________________________________________________
 FR0899* NAD 83(1992)-  35 17 39.68427(N)    112 46 22.53603(W)     ADJUSTED  
 FR0899* NAVD 88     -      1747.7    (meters)    5734.     (feet)  VERTCON   
 FR0899  ___________________________________________________________________
 FR0899  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 FR0899  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FR0899  HORZ ORDER  -  SECOND
 FR0899
 FR0899.The horizontal coordinates were established by classical geodetic methods
 FR0899.and adjusted by the National Geodetic Survey in August 1993.
 FR0899
 FR0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0899
 FR0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0899
 FR0899.The geoid height was determined by GEOID03.
 FR0899
 FR0899;                    North         East     Units Scale Factor Converg.
 FR0899;SPC AZ C     -   476,564.092   135,481.363   MT  0.99997472   -0 29 41.1
 FR0899;SPC AZ C     - 1,563,530.49    444,492.66   iFT  0.99997472   -0 29 41.1
 FR0899;UTM  12      - 3,907,128.257   338,790.383   MT  0.99992028   -1 01 28.5
 FR0899
 FR0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0899!SPC AZ C     -   0.99972972  x   0.99997472  =   0.99970445
 FR0899!UTM  12      -   0.99972972  x   0.99992028  =   0.99965002
 FR0899
 FR0899|---------------------------------------------------------------------|
 FR0899| PID    Reference Object                     Distance      Geod. Az  |
 FR0899|                                                           dddmmss.s |
 FR0899| FR0900 KA 12                                10.092 METERS 06111     |
 FR0899| FR0892 CROOKTON ATT CO RELAY TOWER         APPROX. 6.2 KM 1064714.9 |
 FR0899| CH3184 RICK AZ MK                                         1085012.5 |
 FR0899| CH3185 RICK RM 1                            13.280 METERS 20551     |
 FR0899| FR0901 SELIGMAN SANTA FE RR TANK           APPROX.10.0 KM 2894044.4 |
 FR0899|---------------------------------------------------------------------|
 FR0899
 FR0899                          SUPERSEDED SURVEY CONTROL
 FR0899
 FR0899  NAD 83(1986)-  35 17 39.68405(N)    112 46 22.53317(W) AD(       ) 2
 FR0899  NAD 27      -  35 17 39.65920(N)    112 46 19.89160(W) AD(       ) 2
 FR0899  NGVD 29 (07/19/86) 1746.8    (m)         5731.     (f) VERT ANG    3  
 FR0899
 FR0899.Superseded values are not recommended for survey control.
 FR0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0899.See file dsdata.txt to determine how the superseded data were derived.
 FR0899
 FR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3879007128(NAD 83)
 FR0899_MARKER: DE = TRAVERSE STATION DISK
 FR0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0899
 FR0899  HISTORY     - Date     Condition        Report By
 FR0899  HISTORY     - 1962     MONUMENTED       CGS
 FR0899
 FR0899                          STATION DESCRIPTION
 FR0899
 FR0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0899'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF ASH FORK,
 FR0899'ABOUT 6 MILES SOUTHEAST OF SELIGMAN, ABOUT 3/4 MILE SOUTH OF
 FR0899'U.S. HIGHWAY 66, ABOUT 1 MILE NORTHWEST OF THE EL PASO PIPELINE
 FR0899'CO., PUMPING STATION AND IS ON THE SOUTH SIDE OF PIPELINE.
 FR0899'
 FR0899'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO SOUTH
 FR0899'FOR 0.05 MILE, TURN LEFT, GO SOUTHEAST ON U.S. HIGHWAY 66
 FR0899'FOR 9.2 MILES TO THE CROOKTON OVERPASS, CONTINUE SOUTHEAST
 FR0899'FOR 0.2 MILE TO A SIDE ROAD RIGHT AND SIGN EL PASO PIPELINE CO.,
 FR0899'SELIGMAN STATION, TURN RIGHT, GO NORTHWEST ON SURFACED ROAD
 FR0899'FOR 1.5 MILES TO FORKS AFTER CROSSING CATTLE GUARD, JUST BEFORE
 FR0899'REACHING THE PUMPING STATION, TAKE LEFT FORK AND FOLLOW THE
 FR0899'MAIN ROAD AROUND THE WEST SIDE OF PUMPING STATION TO THE
 FR0899'NORTHEST CORNER OF FENCE AND A GATE, PASS THROUGH GATE AND
 FR0899'GO NORTHWESTERLY ON PIPELINE FOR 0.5 MILE TO THE AZIMUTH
 FR0899'MARK ON THE LEFT, CONTINUE WEST-NORTHWEST ON PIPELINE FOR
 FR0899'0.6 MILE TO TOP OF A RIDGE AND THE STATION ON LEFT, SOUTH
 FR0899'SIDE OF PIPELINE.
 FR0899'
 FR0899'STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN TOP OF
 FR0899'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 FR0899'AND IS STAMPED RICK 1962.  THE MARK IS 125 FEET NORTH-NORTHWEST
 FR0899'OF A TELEPHONE POLE, 41 FEET SOUTH OF CENTER OF PIPELINE
 FR0899'RIGHT-OF-WAY AND 7.9 FEET WEST OF A WITNESS POST.
 FR0899'
 FR0899'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0899'HOLE IN OUTCROPPING BEDROCK WHICH IS SET FLUSH WITH THE SURFACE
 FR0899'OF THE GROUND AND IS STAMPED RICK NO 1 1962.  THE MARK IS 86
 FR0899'FEET SOUTH OF PIPELINE RIGHT-OF-WAY, 84 FEET NORTHWEST OF A
 FR0899'TELEPHONE POLE AND 46.2 FEET SOUTHWEST OF WITNESS POST.
 FR0899'
 FR0899'KA NO. 12 (AHD), AN ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION
 FR0899'DISK SET IN TOP OF AN IRREGULAR MASS OF CONCRETE SURROUNDED
 FR0899'BY ROCKS AND IS STAMPED KA NO 12 1960.  THE MARK IS 149 FEET
 FR0899'NORTH OF TELEPHONE POLE, 27.4 FEET NORTHEAST OF WITNESS POST
 FR0899'AND 19 FEET SOUTH OF PIPELINE RIGHT-OF-WAY.
 FR0899'
 FR0899'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0899'TOP OF OUT CROPPING BEDROCK WHICH PROJECTS ABOUT 3 FEET ON
 FR0899'THE NORTH SIDE AND THE DISK IS STAMPED RICK 1962.  THE MARK
 FR0899'IS 69 FEET NORTHWEST OF PIPELINE MARKER NUMBER 318, 30 FEET
 FR0899'SOUTH OF CENTER OF PIPELINE RIGHT-OF-WAY AND 2.9 FEET WEST
 FR0899'OF WITNESS POST.
 FR0899'
 FR0899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1168 ***********************************************************************
 CY1168  DESIGNATION -  RICO
 CY1168  PID         -  CY1168
 CY1168  STATE/COUNTY-  AZ/COCHISE
 CY1168  USGS QUAD   -  RYAN DRAW (1974)
 CY1168
 CY1168                         *CURRENT SURVEY CONTROL
 CY1168  ___________________________________________________________________
 CY1168* NAD 83(1992)-  32 23 24.13560(N)    109 23 53.39148(W)     ADJUSTED  
 CY1168* NAVD 88     -      1085.3    (meters)    3561.     (feet)  VERTCON   
 CY1168  ___________________________________________________________________
 CY1168  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CY1168  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY1168  HORZ ORDER  -  FIRST
 CY1168
 CY1168.The horizontal coordinates were established by classical geodetic methods
 CY1168.and adjusted by the National Geodetic Survey in August 1993.
 CY1168
 CY1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1168
 CY1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1168
 CY1168.The geoid height was determined by GEOID03.
 CY1168
 CY1168;                    North         East     Units Scale Factor Converg.
 CY1168;SPC AZ E     -   154,373.822   285,662.811   MT  0.99996444   +0 24 42.1
 CY1168;SPC AZ E     -   506,475.79    937,213.95   iFT  0.99996444   +0 24 42.1
 CY1168;UTM  12      - 3,584,798.142   650,666.370   MT  0.99987993   +0 51 29.6
 CY1168
 CY1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1168!SPC AZ E     -   0.99983385  x   0.99996444  =   0.99979829
 CY1168!UTM  12      -   0.99983385  x   0.99987993  =   0.99971380
 CY1168
 CY1168|---------------------------------------------------------------------|
 CY1168| PID    Reference Object                     Distance      Geod. Az  |
 CY1168|                                                           dddmmss.s |
 CY1168| CC8108 RICO RM 1                            14.259 METERS 04145     |
 CY1168| CC8107 RICO AZ MK                                         1185611.4 |
 CY1168| CC8109 RICO RM 2                            15.977 METERS 29955     |
 CY1168| CY1167 RICO WM WINDMILL                     51.970 METERS 34406     |
 CY1168|---------------------------------------------------------------------|
 CY1168
 CY1168                          SUPERSEDED SURVEY CONTROL
 CY1168
 CY1168  NAD 83(1986)-  32 23 24.13087(N)    109 23 53.38906(W) AD(       ) 1
 CY1168  NAD 27      -  32 23 23.86400(N)    109 23 51.15600(W) AD(       ) 1
 CY1168  NGVD 29 (07/19/86) 1084.6    (m)         3558.     (f) VERT ANG    3  
 CY1168
 CY1168.Superseded values are not recommended for survey control.
 CY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1168.See file dsdata.txt to determine how the superseded data were derived.
 CY1168
 CY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5066684798(NAD 83)
 CY1168_MARKER: DS = TRIANGULATION STATION DISK
 CY1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1168_STAMPING: RICO 1945
 CY1168_MARK LOGO: CGS   
 CY1168
 CY1168  HISTORY     - Date     Condition        Report By
 CY1168  HISTORY     - 1945     MONUMENTED       CGS
 CY1168
 CY1168                          STATION DESCRIPTION
 CY1168
 CY1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1168'STATION IS 6-1/2 MILES (AIR LINE) NE OF BOWIE AND 13 MILES
 CY1168'(AIR LINE) NW OF SAN SIMON.  IT IS ABOUT 2-1/2 MILES S OF THE
 CY1168'GRAHAM-COCHISE COUNTY LINE ON THE OPEN MESA NEAR A WINDMILL.
 CY1168'
 CY1168'TO REACH STATION FROM THE SOUTHERN PACIFIC CO. RAILROAD CROSSING
 CY1168'IN BOWIE, GO N ON THE GRADED ROAD TO A CATTLE GUARD AND THREE
 CY1168'WAY FORK JUST BEYOND, A DISTANCE OF 0.2 MILE.  HERE TAKE THE
 CY1168'CENTER FORK AND GO NE FOR 2.0 MILES TO A CATTLE GUARD.  CONTINUE
 CY1168'FOR 3.7 MILES TO ANOTHER CATTLE GUARD.  CONTINUE 4.6 MILES
 CY1168'TO A T-INTERSECTION AND FENCE CROSSING.  HERE TAKE THE RIGHT
 CY1168'FORK AND GO S FOR 3.7 MILES ON A TRACK ROAD TO A CROSSROADS.
 CY1168'HERE TAKE THE RIGHT FORK, A DIM TRACK ROAD, AND GO NW FOR
 CY1168'2.0 MILES TO THE WITNESS POST AND AZIMUTH MARK ON THE RIGHT.
 CY1168'CONTINUE FOR 0.3 MILE TO THE END OF TRUCK TRAVEL AND THE
 CY1168'STATION.
 CY1168'
 CY1168'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY1168'POST FLUSH WITH THE GROUND AND IS STAMPED---RICO 1945---.  THE
 CY1168'MARK IS 16-1/2 FEET NW OF THE WITNESS POST AND 170-1/2 FEET
 CY1168'S OF A STEEL WINDMILL.  UNDERGROUND MARK IS A BRONZE STATION
 CY1168'DISK SET IN CONCRETE.
 CY1168'
 CY1168'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1168'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND
 CY1168'AND IS STAMPED---RICO NO 1 1945---.  IT IS NE OF THE STATION AND AT
 CY1168'ABOUT THE SAME LEVEL.
 CY1168'
 CY1168'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1168'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND
 CY1168'IS STAMPED---RICO NO 2 1945---.  IT IS NW OF THE STATION AND AT
 CY1168'ABOUT THE SAME LEVEL.
 CY1168'
 CY1168'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 CY1168'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS
 CY1168'STAMPED---RICO 1945---.
 CY1168'THE MARK IS 4 FEET WNW OF THE WITNESS POST, 22
 CY1168'FEET NE OF THE ROAD, AND SE OF THE STATION.
 CY1168'
 CY1168'HEIGHT OF LIGHT ABOVE STATION MARK - 3.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1167 ***********************************************************************
 CY1167  DESIGNATION -  RICO WM WINDMILL
 CY1167  PID         -  CY1167
 CY1167  STATE/COUNTY-  AZ/COCHISE
 CY1167  USGS QUAD   -  RYAN DRAW (1974)
 CY1167
 CY1167                         *CURRENT SURVEY CONTROL
 CY1167  ___________________________________________________________________
 CY1167* NAD 83(1992)-  32 23 25.75814(N)    109 23 53.93644(W)     ADJUSTED  
 CY1167* NAVD 88     -      1086.     (meters)    3563.     (feet)  SCALED    
 CY1167  ___________________________________________________________________
 CY1167  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CY1167  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY1167  HORZ ORDER  -  THIRD
 CY1167
 CY1167.The horizontal coordinates were established by classical geodetic methods
 CY1167.and adjusted by the National Geodetic Survey in August 1993.
 CY1167
 CY1167.The orthometric height was scaled from a topographic map.
 CY1167
 CY1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1167
 CY1167.The geoid height was determined by GEOID03.
 CY1167
 CY1167;                    North         East     Units Scale Factor Converg.
 CY1167;SPC AZ E     -   154,423.697   285,648.210   MT  0.99996442   +0 24 41.8
 CY1167;SPC AZ E     -   506,639.43    937,166.04   iFT  0.99996442   +0 24 41.8
 CY1167;UTM  12      - 3,584,847.897   650,651.382   MT  0.99987988   +0 51 29.4
 CY1167
 CY1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1167!SPC AZ E     -   0.99983379  x   0.99996442  =   0.99979821
 CY1167!UTM  12      -   0.99983379  x   0.99987988  =   0.99971369
 CY1167
 CY1167                          SUPERSEDED SURVEY CONTROL
 CY1167
 CY1167  NAD 83(1986)-  32 23 25.75340(N)    109 23 53.93402(W) AD(       ) 4
 CY1167  NAD 27      -  32 23 25.49000(N)    109 23 51.70000(W) AD(       ) 3
 CY1167
 CY1167.Superseded values are not recommended for survey control.
 CY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1167.See file dsdata.txt to determine how the superseded data were derived.
 CY1167
 CY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5065184848(NAD 83)
 CY1167_MARKER: 66 = WINDMILL
 CY1167
 CY1167  HISTORY     - Date     Condition        Report By
 CY1167  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1167
 CY1167                          STATION DESCRIPTION
 CY1167
 CY1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY1167'STATION IS 6-1/2 MILES (AIR LINE) NE OF BOWIE AND 13 MILES
 CY1167'(AIR LINE) NW OF SAN SIMON.  IT IS ABOUT 2-1/2 MILES S OF THE
 CY1167'GRAHAM-COCHISE COUNTY LINE ON THE OPEN MESA.
 CY1167'
 CY1167'TO REACH STATION FROM THE SOUTHERN PACIFIC CO. RAILROAD CROSSING
 CY1167'IN BOWIE, GO N ON THE GRADED ROAD TO A CATTLE GUARD AND THREE
 CY1167'WAY FORK JUST BEYOND, A DISTANCE OF 0.2 MILE.  HERE TAKE THE
 CY1167'CENTER FORK AND GO NE FOR 2.0 MILES TO A CATTLE GUARD.  CONTINUE
 CY1167'FOR 3.7 MILES TO ANOTHER CATTLE GUARD.  CONTINUE 4.6 MILES
 CY1167'TO A T-INTERSECTION AND FENCE CROSSING.  HERE TAKE THE RIGHT
 CY1167'FORK AND GO S FOR 3.7 MILES ON A TRACK ROAD TO A CROSSROADS.
 CY1167'HERE TAKE THE RIGHT FORK, A DIM TRACK ROAD, AND GO NW FOR
 CY1167'2.0 MILES TO THE WITNESS POST AND AZIMUTH MARK ON THE RIGHT.
 CY1167'CONTINUE FOR 0.3 MILE TO THE END OF TRUCK TRAVEL AND THE
 CY1167'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5879 ***********************************************************************
 DJ5879  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5879  DESIGNATION -  RID 125
 DJ5879  PID         -  DJ5879
 DJ5879  STATE/COUNTY-  AZ/MARICOPA
 DJ5879  USGS QUAD   -  TOLLESON (1982)
 DJ5879
 DJ5879                         *CURRENT SURVEY CONTROL
 DJ5879  ___________________________________________________________________
 DJ5879* NAD 83(2007)-  33 29 20.35616(N)    112 19 40.40044(W)     ADJUSTED  
 DJ5879* NAVD 88     -       308.79   (meters)    1013.1    (feet)  GPS OBS   
 DJ5879  ___________________________________________________________________
 DJ5879  EPOCH DATE  -        2007.00
 DJ5879  X           -  -2,022,992.727 (meters)                     COMP
 DJ5879  Y           -  -4,925,735.228 (meters)                     COMP
 DJ5879  Z           -   3,499,469.325 (meters)                     COMP
 DJ5879  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DJ5879  ELLIP HEIGHT-         278.387 (meters)          (03/21/07) ADJUSTED
 DJ5879  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DJ5879  HORZ ORDER  -  FIRST
 DJ5879  ELLP ORDER  -  FOURTH    CLASS I
 DJ5879
 DJ5879.The horizontal coordinates were established by GPS observations
 DJ5879.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5879
 DJ5879.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5879.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5879.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5879.The epoch date for horizontal control is a decimal equivalence
 DJ5879.of Year/Month/Day.
 DJ5879
 DJ5879.The orthometric height was determined by GPS observations and a
 DJ5879.high-resolution geoid model.
 DJ5879.The orthometric height was determined by GPS observations and a
 DJ5879.high-resolution geoid model using precise GPS observation and
 DJ5879.processing techniques.
 DJ5879
 DJ5879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5879
 DJ5879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5879
 DJ5879.The ellipsoidal height was determined by GPS observations
 DJ5879.and is referenced to NAD 83.
 DJ5879
 DJ5879.The geoid height was determined by GEOID03.
 DJ5879
 DJ5879;                    North         East     Units Scale Factor Converg.
 DJ5879;SPC AZ C     -   276,054.847   175,147.028   MT  0.99991800   -0 13 36.9
 DJ5879;SPC AZ C     -   905,691.76    574,629.36   iFT  0.99991800   -0 13 36.9
 DJ5879;UTM  12      - 3,706,287.170   376,638.562   MT  0.99978762   -0 43 58.0
 DJ5879
 DJ5879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5879!SPC AZ C     -   0.99995630  x   0.99991800  =   0.99987430
 DJ5879!UTM  12      -   0.99995630  x   0.99978762  =   0.99974393
 DJ5879
 DJ5879                          SUPERSEDED SURVEY CONTROL
 DJ5879
 DJ5879.No superseded survey control is available for this station.
 DJ5879
 DJ5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7663906287(NAD 83)
 DJ5879_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5879_STAMPING: RID 125 2006
 DJ5879_MARK LOGO: NGS   
 DJ5879_PROJECTION: FLUSH
 DJ5879_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5879+STABILITY: SURFACE MOTION
 DJ5879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5879+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5879
 DJ5879  HISTORY     - Date     Condition        Report By
 DJ5879  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5879
 DJ5879                          STATION DESCRIPTION
 DJ5879
 DJ5879'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5879'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5879'ON DYSART ROAD, 3.0KM TO THE NORTH BANK OF THE ROOSEVELT IRRIGATION
 DJ5879'DISTRICT (RID) CANAL.  TRAVEL EASTERLY ON THE NORTH BANK, 1.5KM TO THE
 DJ5879'END OF SUBDIVISION FENCE ON THE NORTH SIDE OF RID MAINTENANCE ROAD.
 DJ5879'MARK IS A NGS HORIZONTAL CONTROL DISK, STAMPED RID 125 2006, IN A
 DJ5879'CONCRETE POST, LEVEL WITH GROUND.  STATION IS 15.4M EAST OF SOUTHERLY
 DJ5879'BLOCK WALL CORNER, 3.7M NORTH OF GRADED MAINTENANCE ROAD AT TOE OF
 DJ5879'SLOPE AND 1M SOUTH OF CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5890 ***********************************************************************
 DJ5890  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5890  DESIGNATION -  RID 99
 DJ5890  PID         -  DJ5890
 DJ5890  STATE/COUNTY-  AZ/MARICOPA
 DJ5890  USGS QUAD   -  TOLLESON (1982)
 DJ5890
 DJ5890                         *CURRENT SURVEY CONTROL
 DJ5890  ___________________________________________________________________
 DJ5890* NAD 83(2007)-  33 28 05.84495(N)    112 16 19.16760(W)     ADJUSTED  
 DJ5890* NAVD 88     -       312.38   (meters)    1024.9    (feet)  GPS OBS   
 DJ5890  ___________________________________________________________________
 DJ5890  EPOCH DATE  -        2007.00
 DJ5890  X           -  -2,018,667.322 (meters)                     COMP
 DJ5890  Y           -  -4,928,881.265 (meters)                     COMP
 DJ5890  Z           -   3,497,556.503 (meters)                     COMP
 DJ5890  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DJ5890  ELLIP HEIGHT-         282.060 (meters)          (03/21/07) ADJUSTED
 DJ5890  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DJ5890  HORZ ORDER  -  FIRST
 DJ5890  ELLP ORDER  -  FOURTH    CLASS I
 DJ5890
 DJ5890.The horizontal coordinates were established by GPS observations
 DJ5890.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5890
 DJ5890.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5890.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5890.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5890.The epoch date for horizontal control is a decimal equivalence
 DJ5890.of Year/Month/Day.
 DJ5890
 DJ5890.The orthometric height was determined by GPS observations and a
 DJ5890.high-resolution geoid model.
 DJ5890.The orthometric height was determined by GPS observations and a
 DJ5890.high-resolution geoid model using precise GPS observation and
 DJ5890.processing techniques.
 DJ5890
 DJ5890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5890
 DJ5890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5890
 DJ5890.The ellipsoidal height was determined by GPS observations
 DJ5890.and is referenced to NAD 83.
 DJ5890
 DJ5890.The geoid height was determined by GEOID03.
 DJ5890
 DJ5890;                    North         East     Units Scale Factor Converg.
 DJ5890;SPC AZ C     -   273,740.258   180,333.545   MT  0.99991344   -0 11 45.4
 DJ5890;SPC AZ C     -   898,097.96    591,645.49   iFT  0.99991344   -0 11 45.4
 DJ5890;UTM  12      - 3,703,927.212   381,803.745   MT  0.99977224   -0 42 05.6
 DJ5890
 DJ5890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5890!SPC AZ C     -   0.99995572  x   0.99991344  =   0.99986916
 DJ5890!UTM  12      -   0.99995572  x   0.99977224  =   0.99972797
 DJ5890
 DJ5890                          SUPERSEDED SURVEY CONTROL
 DJ5890
 DJ5890.No superseded survey control is available for this station.
 DJ5890
 DJ5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8180403927(NAD 83)
 DJ5890_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5890_STAMPING: RID 99 2006
 DJ5890_MARK LOGO: NGS   
 DJ5890_PROJECTION: FLUSH
 DJ5890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5890+STABILITY: SURFACE MOTION
 DJ5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5890+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DJ5890
 DJ5890  HISTORY     - Date     Condition        Report By
 DJ5890  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5890  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5890
 DJ5890                          STATION DESCRIPTION
 DJ5890
 DJ5890'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5890'FROM THE 99TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5890'ON 99TH AVENUE, 760M, TO THE SOUTH BANK OF THE ROOSEVELT IRRIGATION
 DJ5890'DISTRICT (RID) CANAL. TRAVEL EAST ON SOUTH BANK OF CANAL 55M.  STATION
 DJ5890'IS MARKED BY A NGS HORIZONTAL CONTROL DISK, STAMPED RID 99 2006, IN A
 DJ5890'CONCRETE POST, LEVEL WITH GROUND.  STATION IS 49M EAST OF CENTERLINE
 DJ5890'OF 99TH AVENUE AND 8M SOUTHWEST OF GRADED RID MAINTENANCE ROAD
 DJ5890'CENTERLINE.
 DJ5890
 DJ5890                          STATION RECOVERY (2008)
 DJ5890
 DJ5890'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5890'GPSR COORDINATES  N33 28.098   W112 16.331.  ELEV 1,003 FT.
 DJ5890'IT LIES 2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5878 ***********************************************************************
 DJ5878  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5878  DESIGNATION -  RID DYSART
 DJ5878  PID         -  DJ5878
 DJ5878  STATE/COUNTY-  AZ/MARICOPA
 DJ5878  USGS QUAD   -  TOLLESON (1982)
 DJ5878
 DJ5878                         *CURRENT SURVEY CONTROL
 DJ5878  ___________________________________________________________________
 DJ5878* NAD 83(2007)-  33 29 04.90715(N)    112 20 25.73369(W)     ADJUSTED  
 DJ5878* NAVD 88     -       310.59   (meters)    1019.0    (feet)  GPS OBS   
 DJ5878  ___________________________________________________________________
 DJ5878  EPOCH DATE  -        2007.00
 DJ5878  X           -  -2,024,175.661 (meters)                     COMP
 DJ5878  Y           -  -4,925,534.792 (meters)                     COMP
 DJ5878  Z           -   3,499,073.332 (meters)                     COMP
 DJ5878  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DJ5878  ELLIP HEIGHT-         280.182 (meters)          (03/21/07) ADJUSTED
 DJ5878  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DJ5878  HORZ ORDER  -  FIRST
 DJ5878  ELLP ORDER  -  FOURTH    CLASS I
 DJ5878
 DJ5878.The horizontal coordinates were established by GPS observations
 DJ5878.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5878
 DJ5878.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5878.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5878.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5878.The epoch date for horizontal control is a decimal equivalence
 DJ5878.of Year/Month/Day.
 DJ5878
 DJ5878.The orthometric height was determined by GPS observations and a
 DJ5878.high-resolution geoid model.
 DJ5878.The orthometric height was determined by GPS observations and a
 DJ5878.high-resolution geoid model using precise GPS observation and
 DJ5878.processing techniques.
 DJ5878
 DJ5878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5878
 DJ5878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5878
 DJ5878.The ellipsoidal height was determined by GPS observations
 DJ5878.and is referenced to NAD 83.
 DJ5878
 DJ5878.The geoid height was determined by GEOID03.
 DJ5878
 DJ5878;                    North         East     Units Scale Factor Converg.
 DJ5878;SPC AZ C     -   275,583.623   173,974.909   MT  0.99991912   -0 14 01.8
 DJ5878;SPC AZ C     -   904,145.74    570,783.82   iFT  0.99991912   -0 14 01.8
 DJ5878;UTM  12      - 3,705,826.372   375,462.480   MT  0.99979121   -0 44 22.8
 DJ5878
 DJ5878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5878!SPC AZ C     -   0.99995602  x   0.99991912  =   0.99987514
 DJ5878!UTM  12      -   0.99995602  x   0.99979121  =   0.99974723
 DJ5878
 DJ5878                          SUPERSEDED SURVEY CONTROL
 DJ5878
 DJ5878.No superseded survey control is available for this station.
 DJ5878
 DJ5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7546205826(NAD 83)
 DJ5878_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5878_STAMPING: RID DYSART 2006
 DJ5878_MARK LOGO: NGS   
 DJ5878_PROJECTION: FLUSH
 DJ5878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5878+STABILITY: SURFACE MOTION
 DJ5878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5878+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5878
 DJ5878  HISTORY     - Date     Condition        Report By
 DJ5878  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5878
 DJ5878                          STATION DESCRIPTION
 DJ5878
 DJ5878'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5878'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5878'ON DYSART ROAD, 3.0KM TO THE NORTH BANK OF THE ROOSEVELT IRRIGATION
 DJ5878'DISTRICT (RID) CANAL.  TRAVEL EASTERLY ON THE NORTH BANK, 26M.  MARK
 DJ5878'IS A NGS HORIZONTAL CONTROL DISK, STAMPED RID DYSART 2006, IN A
 DJ5878'CONCRETE POST, LEVEL WITH GROUND.  STATION IS 26M EAST OF SIDEWALK,
 DJ5878'2.5M SOUTH OF BLOCK WALL, 19M NORTHEASTERLY OF FIBER OPTIC WITNESS
 DJ5878'POST AND 1M SOUTH OF CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5882 ***********************************************************************
 DJ5882  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5882  DESIGNATION -  RID THOMAS
 DJ5882  PID         -  DJ5882
 DJ5882  STATE/COUNTY-  AZ/MARICOPA
 DJ5882  USGS QUAD   -  TOLLESON (1982)
 DJ5882
 DJ5882                         *CURRENT SURVEY CONTROL
 DJ5882  ___________________________________________________________________
 DJ5882* NAD 83(2007)-  33 28 43.64409(N)    112 16 51.18593(W)     ADJUSTED  
 DJ5882* NAVD 88     -       312.07   (meters)    1023.8    (feet)  GPS OBS   
 DJ5882  ___________________________________________________________________
 DJ5882  EPOCH DATE  -        2007.00
 DJ5882  X           -  -2,019,188.758 (meters)                     COMP
 DJ5882  Y           -  -4,927,973.214 (meters)                     COMP
 DJ5882  Z           -   3,498,527.771 (meters)                     COMP
 DJ5882  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DJ5882  ELLIP HEIGHT-         281.733 (meters)          (03/21/07) ADJUSTED
 DJ5882  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DJ5882  HORZ ORDER  -  FIRST
 DJ5882  ELLP ORDER  -  FOURTH    CLASS I
 DJ5882
 DJ5882.The horizontal coordinates were established by GPS observations
 DJ5882.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5882
 DJ5882.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5882.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5882.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5882.The epoch date for horizontal control is a decimal equivalence
 DJ5882.of Year/Month/Day.
 DJ5882
 DJ5882.The orthometric height was determined by GPS observations and a
 DJ5882.high-resolution geoid model.
 DJ5882.The orthometric height was determined by GPS observations and a
 DJ5882.high-resolution geoid model using precise GPS observation and
 DJ5882.processing techniques.
 DJ5882
 DJ5882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5882
 DJ5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5882
 DJ5882.The ellipsoidal height was determined by GPS observations
 DJ5882.and is referenced to NAD 83.
 DJ5882
 DJ5882.The geoid height was determined by GEOID03.
 DJ5882
 DJ5882;                    North         East     Units Scale Factor Converg.
 DJ5882;SPC AZ C     -   274,907.572   179,510.952   MT  0.99991412   -0 12 03.3
 DJ5882;SPC AZ C     -   901,927.73    588,946.69   iFT  0.99991412   -0 12 03.3
 DJ5882;UTM  12      - 3,705,101.576   380,991.600   MT  0.99977461   -0 42 24.0
 DJ5882
 DJ5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5882!SPC AZ C     -   0.99995577  x   0.99991412  =   0.99986990
 DJ5882!UTM  12      -   0.99995577  x   0.99977461  =   0.99973039
 DJ5882
 DJ5882                          SUPERSEDED SURVEY CONTROL
 DJ5882
 DJ5882.No superseded survey control is available for this station.
 DJ5882
 DJ5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8099205102(NAD 83)
 DJ5882_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5882_STAMPING: RID THOMAS 2006
 DJ5882_MARK LOGO: NGS   
 DJ5882_PROJECTION: FLUSH
 DJ5882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5882+STABILITY: SURFACE MOTION
 DJ5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5882+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DJ5882
 DJ5882  HISTORY     - Date     Condition        Report By
 DJ5882  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5882  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5882
 DJ5882                          STATION DESCRIPTION
 DJ5882
 DJ5882'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5882'FROM THE 99TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL NORTH
 DJ5882'ON 99TH AVENUE, 2KM, TO THOMAS ROAD.  TRAVEL WEST ON THOMAS ROAD 0.8KM
 DJ5882'TO THE WESTERLY GATED ENTRANCE TO HOLY CROSS CEMETERY. TRAVEL SOUTH ON
 DJ5882'PAVED ACCESS ROAD, 33M.  MARK IS A NGS HORIZONTAL CONTROL DISK,
 DJ5882'STAMPED RID THOMAS 2006, IN A CONCRETE POST, LEVEL WITH GROUND.
 DJ5882'STATION IS 35M SOUTH OF CENTERLINE OF THOMAS ROAD, 11.5M EAST OF TOP
 DJ5882'OF ROOSEVELT IRRIGATION DISTRICT CANAL, 10M WEST OF CENTERLINE PAVED
 DJ5882'ACCESS ROAD AND 1.5M NORTH OF CARSONITE WITNESS MARKER.
 DJ5882
 DJ5882                          STATION RECOVERY (2008)
 DJ5882
 DJ5882'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5882'GPSR COORDINATES  N33 28.730 W112 16.865   ELEV 1,000 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1410 ***********************************************************************
 DA1410  DESIGNATION -  RIDGE
 DA1410  PID         -  DA1410
 DA1410  STATE/COUNTY-  AZ/YUMA
 DA1410  USGS QUAD   -  AZTEC NW (1982)
 DA1410
 DA1410                         *CURRENT SURVEY CONTROL
 DA1410  ___________________________________________________________________
 DA1410* NAD 83(1992)-  32 57 07.06545(N)    113 29 44.54477(W)     ADJUSTED  
 DA1410* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 DA1410  ___________________________________________________________________
 DA1410  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DA1410  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DA1410  HORZ ORDER  -  FIRST
 DA1410
 DA1410.The horizontal coordinates were established by classical geodetic methods
 DA1410.and adjusted by the National Geodetic Survey in August 1993.
 DA1410
 DA1410.The orthometric height was scaled from a topographic map.
 DA1410
 DA1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1410
 DA1410.The geoid height was determined by GEOID03.
 DA1410
 DA1410;                    North         East     Units Scale Factor Converg.
 DA1410;SPC AZ W     -   216,460.450   237,135.826   MT  0.99994030   +0 08 18.0
 DA1410;SPC AZ W     -   710,172.08    778,004.68   iFT  0.99994030   +0 08 18.0
 DA1410;UTM  12      - 3,648,726.321   266,704.852   MT  1.00027113   -1 21 29.2
 DA1410
 DA1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1410!SPC AZ W     -   0.99998078  x   0.99994030  =   0.99992108
 DA1410!UTM  12      -   0.99998078  x   1.00027113  =   1.00025191
 DA1410
 DA1410:                Primary Azimuth Mark                     Grid Az
 DA1410:SPC AZ W     -  TURTLE BACK CAIRN                        024 02 34.3
 DA1410:UTM  12      -  TURTLE BACK CAIRN                        025 32 21.5
 DA1410
 DA1410|---------------------------------------------------------------------|
 DA1410| PID    Reference Object                     Distance      Geod. Az  |
 DA1410|                                                           dddmmss.s |
 DA1410| DV1928 TURTLE BACK CAIRN                   APPROX.22.8 KM 0241052.3 |
 DA1410| CH3187 RIDGE RM 1                           17.736 METERS 04547     |
 DA1410| DA1404 AZTEC TANK                          APPROX.14.9 KM 1615039.8 |
 DA1410| CH3188 RIDGE RM 2                           24.090 METERS 19349     |
 DA1410| CH2627 KOFA TANK                                          2412412.0 |
 DA1410| CH3186 RIDGE WM                             17.390 METERS 34928     |
 DA1410|---------------------------------------------------------------------|
 DA1410
 DA1410                          SUPERSEDED SURVEY CONTROL
 DA1410
 DA1410  NAD 83(1986)-  32 57 07.05951(N)    113 29 44.55032(W) AD(       ) 1
 DA1410  NAD 27      -  32 57 06.89500(N)    113 29 41.85200(W) AD(       ) 1
 DA1410
 DA1410.Superseded values are not recommended for survey control.
 DA1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1410.See file dsdata.txt to determine how the superseded data were derived.
 DA1410
 DA1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6670548726(NAD 83)
 DA1410_MARKER: DD = SURVEY DISK
 DA1410_SETTING: 80 = SET IN A BOULDER
 DA1410_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1410
 DA1410  HISTORY     - Date     Condition        Report By
 DA1410  HISTORY     - 1934     MONUMENTED       USGS
 DA1410  HISTORY     - 1950     GOOD             CGS
 DA1410  HISTORY     - 1967     GOOD             AMS
 DA1410
 DA1410                          STATION DESCRIPTION
 DA1410
 DA1410'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DA1410'STATION IS LOCATED ABOUT 9 MILES, AIR LINE, NNW OF AZTEC, ABOUT
 DA1410'3 MILES N OF THE PALOMAS POST OFFICE, ABOUT 1/2 MILE NE OF THE
 DA1410'RAILROAD SECTION QUARTERS AT HORN, ABOUT 1,000 FEET N OF THE
 DA1410'RAILROAD TRACKS ON A LOW-GRAVEL RIDGE.
 DA1410'
 DA1410'STATION MARK IS A STANDARD U.S.G.S. TABLET SET IN A DRILL HOLE
 DA1410'IN A BURIED BOULDER.
 DA1410'
 DA1410'TWO U.S.C. AND G.S. REFERENCE MARKS WERE ESTABLISHED.  THEY
 DA1410'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DA1410'
 DA1410'U.S.G.S. WITNESS MARK IS A CROSS ON A BOULDER.
 DA1410'
 DA1410'TO REACH FROM AZTEC, FOLLOW MAIN-TRAVELED ROAD N FOR 7.0 MILES
 DA1410'TO THE POST OFFICE AT PALOMAS, A GROUP OF SHACK BUILDINGS.  FROM
 DA1410'HERE CONTINUE N ON MAIN-TRAVELED ROAD FOR 3.2 MILES TO THE
 DA1410'RAILROAD TRACKS.  SIGNS HERE READ YUMA, PALOMAS, HORN.  TAKE THE
 DA1410'ROAD TO THE LEFT, N, AND GO 0.7 MILE.  HERE TURN RIGHT, N, AND
 DA1410'CROSS RAILROAD TRACKS.  TURN RIGHT AGAIN JUST AFTER CROSSING
 DA1410'RAILROAD TRACKS.  GO ACROSS COUNTRY NE FOR 0.2 MILE TO STATION.
 DA1410'
 DA1410'THIS STATION WAS ESTABLISHED IN 1925 BY THE U.S.G.S.
 DA1410
 DA1410                          STATION RECOVERY (1950)
 DA1410
 DA1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DA1410'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 DA1410'STATION WAS NOT OCCUPIED THE DISTANCE AND DIRECTION TO THE
 DA1410'REFERENCE MARKS WERE NOT CHECKED.
 DA1410'
 DA1410'THE LITHOGRAPH DESCRIPTION OF 1934 TO REACH THE STATION IS
 DA1410'ADEQUATE.
 DA1410
 DA1410                          STATION RECOVERY (1967)
 DA1410
 DA1410'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (RCC)
 DA1410'THE STATION MARK AND R.M.S WERE RECOVERED AS DESCRIBED.  THE
 DA1410'BLACK TANK, KOFA. (AZ. MK.) AND THE BLACK TANK, AZTEC.  (USC AND
 DA1410'GS 1934) HAVE BEEN DISMANTLED AND THE AZIMUTH DIRECTION LOST.  A
 DA1410'NEW TANK AT AZTEC WAS OBSERVED AND FOUND TO BE ABOUT 3 MINUTES
 DA1410'IN AZIMUTH, DIFFERENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0992 ***********************************************************************
 ES0992  DESIGNATION -  RIDGE
 ES0992  PID         -  ES0992
 ES0992  STATE/COUNTY-  AZ/YAVAPAI
 ES0992  USGS QUAD   -  TABLE MOUNTAIN (1967)
 ES0992
 ES0992                         *CURRENT SURVEY CONTROL
 ES0992  ___________________________________________________________________
 ES0992* NAD 83(1992)-  34 00 00.88255(N)    111 35 24.27542(W)     ADJUSTED  
 ES0992* NAVD 88     -      1209.     (meters)    3967.     (feet)  SCALED    
 ES0992  ___________________________________________________________________
 ES0992  LAPLACE CORR-           9.95  (seconds)                    DEFLEC99
 ES0992  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 ES0992  HORZ ORDER  -  FIRST
 ES0992
 ES0992.The horizontal coordinates were established by classical geodetic methods
 ES0992.and adjusted by the National Geodetic Survey in August 1993.
 ES0992
 ES0992.The orthometric height was scaled from a topographic map.
 ES0992
 ES0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0992
 ES0992.The geoid height was determined by GEOID03.
 ES0992
 ES0992;                    North         East     Units Scale Factor Converg.
 ES0992;SPC AZ C     -   332,729.122   243,528.920   MT  0.99991122   +0 10 57.5
 ES0992;SPC AZ C     - 1,091,630.98    798,979.40   iFT  0.99991122   +0 10 57.5
 ES0992;UTM  12      - 3,762,340.075   445,507.507   MT  0.99963660   -0 19 47.9
 ES0992
 ES0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0992!SPC AZ C     -   0.99981460  x   0.99991122  =   0.99972584
 ES0992!UTM  12      -   0.99981460  x   0.99963660  =   0.99945127
 ES0992
 ES0992:                Primary Azimuth Mark                     Grid Az
 ES0992:SPC AZ C     -  DAVENPORT PEAK                           284 46 12.6
 ES0992:UTM  12      -  DAVENPORT PEAK                           285 16 58.0
 ES0992
 ES0992|---------------------------------------------------------------------|
 ES0992| PID    Reference Object                     Distance      Geod. Az  |
 ES0992|                                                           dddmmss.s |
 ES0992| ES0991 DAVENPORT PEAK                      APPROX. 1.9 KM 2845710.1 |
 ES0992|---------------------------------------------------------------------|
 ES0992
 ES0992                          SUPERSEDED SURVEY CONTROL
 ES0992
 ES0992  NAD 83(1986)-  34 00 00.87405(N)    111 35 24.28476(W) AD(       ) 1
 ES0992  NAD 27      -  34 00 00.73300(N)    111 35 21.78300(W) AD(       ) 1
 ES0992
 ES0992.Superseded values are not recommended for survey control.
 ES0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0992.See file dsdata.txt to determine how the superseded data were derived.
 ES0992
 ES0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4550862340(NAD 83)
 ES0992_MARKER: DS = TRIANGULATION STATION DISK
 ES0992_SETTING: 66 = SET IN ROCK OUTCROP
 ES0992_SP_SET: SET IN ROCK OUTCROP
 ES0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0992+STABILITY: POSITION/ELEVATION WELL
 ES0992
 ES0992  HISTORY     - Date     Condition        Report By
 ES0992  HISTORY     - 1924     MONUMENTED       CGS
 ES0992
 ES0992                          STATION DESCRIPTION
 ES0992
 ES0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0992'ABOUT 8 MILES EAST AND 2-1/2 MILES NORTH OF THE SEARS K RANCH
 ES0992'ON THE VERDE RIVER, 4 MILES SOUTHWEST OF THE CLUB RANCH, 1-1/2
 ES0992'MILES SOUTH OF DAVENPORT WASH WHERE IT IS CROSSED BY THE DRIFT
 ES0992'FENCE BETWEEN THE SEARS AND CLUB RANCH PASTURES, AND 1-1/2
 ES0992'MILES SOUTH OF EAST FROM DAVENPORT PEAK, ON A HIGH RIDGE THAT
 ES0992'MAKES UP FROM DAVENPORT PEAK IN A SOUTHEASTERLY DIRECTION
 ES0992'TO THE FOOTHILLS OF THE MAZATZAL MOUNTAINS.  FROM THE WEST,
 ES0992'THE RIDGE HAS THE APPEARANCE OF HAVING A SMALL SHARP PEAK
 ES0992'ON THE SOUTH END, AND A LEVEL RIDGE EXTENDING NORTH ABOUT
 ES0992'ONE-FOURTH MILE.  STATION IS NEAR NORTH END OF RIDGE, ABOUT
 ES0992'50 YARDS FROM WHERE IT DECLINES STEEPLY TO THE NORTH.
 ES0992'MARKED BY A STANDARD BRONZE DISK COUNTERSUNK IN SOFT ROCK
 ES0992'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1796 ***********************************************************************
 CZ1796  DESIGNATION -  RIDGE
 CZ1796  PID         -  CZ1796
 CZ1796  STATE/COUNTY-  AZ/PIMA
 CZ1796  USGS QUAD   -  GALLETA FLAT WEST (1973)
 CZ1796
 CZ1796                         *CURRENT SURVEY CONTROL
 CZ1796  ___________________________________________________________________
 CZ1796* NAD 83(1992)-  32 03 00.74764(N)    110 29 52.47817(W)     ADJUSTED  
 CZ1796* NAVD 88     -      1580.8    (meters)    5186.     (feet)  VERTCON   
 CZ1796  ___________________________________________________________________
 CZ1796  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CZ1796  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CZ1796  HORZ ORDER  -  FIRST
 CZ1796
 CZ1796.The horizontal coordinates were established by classical geodetic methods
 CZ1796.and adjusted by the National Geodetic Survey in August 1993.
 CZ1796
 CZ1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1796
 CZ1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1796
 CZ1796.The geoid height was determined by GEOID03.
 CZ1796
 CZ1796;                    North         East     Units Scale Factor Converg.
 CZ1796;SPC AZ C     -   117,314.247   347,342.241   MT  1.00012132   +0 45 10.8
 CZ1796;SPC AZ C     -   384,889.26  1,139,574.28   iFT  1.00012132   +0 45 10.8
 CZ1796;SPC AZ E     -   116,481.840   182,079.840   MT  0.99991206   -0 10 32.8
 CZ1796;SPC AZ E     -   382,158.27    597,374.80   iFT  0.99991206   -0 10 32.8
 CZ1796;UTM  12      - 3,546,111.069   547,399.433   MT  0.99962771   +0 15 59.2
 CZ1796
 CZ1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1796!SPC AZ C     -   0.99975621  x   1.00012132  =   0.99987750
 CZ1796!SPC AZ E     -   0.99975621  x   0.99991206  =   0.99966829
 CZ1796!UTM  12      -   0.99975621  x   0.99962771  =   0.99938401
 CZ1796
 CZ1796|---------------------------------------------------------------------|
 CZ1796| PID    Reference Object                     Distance      Geod. Az  |
 CZ1796|                                                           dddmmss.s |
 CZ1796| CC8111 RIDGE RM 1                           13.119 METERS 01733     |
 CZ1796| CC8110 RIDGE AZ MK                                        1432415.6 |
 CZ1796| CC8112 RIDGE RM 2                           14.442 METERS 29658     |
 CZ1796|---------------------------------------------------------------------|
 CZ1796
 CZ1796                          SUPERSEDED SURVEY CONTROL
 CZ1796
 CZ1796  NAD 83(1986)-  32 03 00.74264(N)    110 29 52.47547(W) AD(       ) 1
 CZ1796  NAD 27      -  32 03 00.45200(N)    110 29 50.20400(W) AD(       ) 1
 CZ1796  NGVD 29 (07/19/86) 1580.0    (m)         5184.     (f) VERT ANG    3  
 CZ1796
 CZ1796.Superseded values are not recommended for survey control.
 CZ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1796.See file dsdata.txt to determine how the superseded data were derived.
 CZ1796
 CZ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA4739946111(NAD 83)
 CZ1796_MARKER: DS = TRIANGULATION STATION DISK
 CZ1796_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1796_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 CZ1796
 CZ1796  HISTORY     - Date     Condition        Report By
 CZ1796  HISTORY     - 1935     MONUMENTED       CGS
 CZ1796  HISTORY     - 1936     GOOD             CGS
 CZ1796  HISTORY     - 1972     GOOD             AZHD
 CZ1796
 CZ1796                          STATION DESCRIPTION
 CZ1796
 CZ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1796'ABOUT 13 MILES WEST BY NORTH OF BENSON, 6 MILES NORTHEAST OF
 CZ1796'PANTANO RAILROAD STATION, NEAR THE SOUTH BOUNDARY LINE OF THE
 CZ1796'CORONADO NATIONAL FOREST, APPROXIMATELY ON THE LINE BETWEEN
 CZ1796'SECS. 10 AND 15, T. 18 S., R. 18 E., ABOUT 1-1/4 MILES NORTHWEST
 CZ1796'OF COOL MEADOW RANCH, ON THE SUMMIT OF A SHARP AND ROCKY KNOB
 CZ1796'LYING ABOUT 2 MILES SOUTH OF THE BASE OF THE RINCON MOUNTAINS,
 CZ1796'ON THE HIGH POINT OF THE SUMMIT, NEAR ITS SOUTHEAST END.  A
 CZ1796'STANDARD DISK, STAMPED RIDGE 1935, SET IN CONCRETE IN A
 CZ1796'DEPRESSION IN THE BEDROCK, SURROUNDED BY LARGE, BROKEN
 CZ1796'ROCKS.
 CZ1796'
 CZ1796'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AT NORTH EDGE OF
 CZ1796'THE SUMMIT, ABOUT 12 FEET LOWER THAN STATION.  A STANDARD
 CZ1796'REFERENCE DISK SET IN BEDROCK.
 CZ1796'
 CZ1796'REFERENCE MARK NO. 2 IS WEST BY NORTH OF STATION, ALONG THE
 CZ1796'CENTER OF THE SUMMIT, AT NORTHWEST SIDE OF SHALLOW SADDLE, ABOUT
 CZ1796'4 FEET LOWER THAN STATION.  A STANDARD REFERENCE DISK SET IN
 CZ1796'BEDROCK.
 CZ1796'
 CZ1796'THE AZIMUTH MARK IS APPROXIMATELY 1-1/4 MILES SOUTHEAST OF THE
 CZ1796'STATION, AT COOL MEADOW RANCH, ABOUT 25 YARDS SOUTH OF THE
 CZ1796'WINDMILL, AT THE NORTHWEST CORNER OF THE GARDEN FENCE.  A STANDARD
 CZ1796'AZIMUTH DISK, STAMPED RIDGE 1936 AND SET IN CONCRETE.
 CZ1796'
 CZ1796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CZ1796'89 AT THE U.S. VETERANS HOSPITAL AT TUCSON, GO EAST AND
 CZ1796'SOUTHEAST ON U.S. HIGHWAY 80 FOR 31.8 MILES AND TURN LEFT
 CZ1796'THROUGH WIRE GATE ON TRACK ROAD 0.2 MILE BEFORE REACHING VIADUCT
 CZ1796'OVER RAILROAD TRACKS, (THIS POINT IS 12.8 MILES WEST ALONG
 CZ1796'U.S. HIGHWAY 80 FROM BENSON), THENCE 1.6 MILES, PASS UNDER
 CZ1796'RAILROAD TRACKS AND GO THROUGH WIRE GATE, THENCE 1.5 MILES AND
 CZ1796'TURN RIGHT TOWARDS CORRAL AT FENCE CORNER, THEN TURN LEFT
 CZ1796'THROUGH WIRE GATE IN ABOUT 50 YARDS, THENCE 0.2 MILE AND TURN
 CZ1796'RIGHT, THENCE 0.2 MILE AND GO THROUGH GATE, THENCE 0.6 MILE
 CZ1796'AND PASS THROUGH GATE, THENCE 0.2 MILE AND PASS THROUGH
 CZ1796'GATE, THENCE 0.8 MILE AND TURN LEFT ON DIM ROAD UP WASH JUST
 CZ1796'BEFORE REACHING GATE IN THE WIRE FENCE ALONG THE WEST SIDE
 CZ1796'OF THE COOL MEADOW RANCH BUILDINGS.  CONTINUE UP WASH FOR
 CZ1796'ABOUT 1 MILE TO THE END OF TRUCK TRAVEL.  CONTINUE ON DIM
 CZ1796'PATH UP CANYON FOR ABOUT 3/8 MILE TO AN ADOBE SHACK, HERE TURN
 CZ1796'WEST-NORTHWEST AND GO ABOUT 3/8 MILE ACROSS ROLLING SLOPE TO THE
 CZ1796'SOUTHWEST SHOULDER OF THE RIDGE AND BEAR NORTHWEST, KEEP
 CZ1796'CLOSE AGAINST THE SOUTHEAST WALL OF THE SHOULDER FOR ABOUT
 CZ1796'3/8 MILE TO BROKEN GAP IN THE WALL.  CIRCLE AROUND TO THE
 CZ1796'LEFT OF THE PEAK AND CLIMB UP ABOUT 400 YARDS TO THE STATION
 CZ1796'ON THE SUMMIT.  TOTAL PACK ABOUT 1-1/4 MILES, 40 MINUTES
 CZ1796'LOADED.
 CZ1796'
 CZ1796'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CZ1796
 CZ1796                          STATION RECOVERY (1972)
 CZ1796
 CZ1796'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ELC)
 CZ1796'STATION RECOVERED IN GOOD CONDITION R.M.S AND AZIMUTH NOT
 CZ1796'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0875 ***********************************************************************
 ES0875  DESIGNATION -  RIDGE
 ES0875  PID         -  ES0875
 ES0875  STATE/COUNTY-  AZ/COCONINO
 ES0875  USGS QUAD   -  QUAYLE HILL (1971)
 ES0875
 ES0875                         *CURRENT SURVEY CONTROL
 ES0875  ___________________________________________________________________
 ES0875* NAD 83(1992)-  34 43 46.36450(N)    111 04 25.73242(W)     ADJUSTED  
 ES0875* NAVD 88     -      1974.4    (meters)    6478.     (feet)  VERTCON   
 ES0875  ___________________________________________________________________
 ES0875  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 ES0875  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 ES0875  HORZ ORDER  -  SECOND
 ES0875
 ES0875.The horizontal coordinates were established by classical geodetic methods
 ES0875.and adjusted by the National Geodetic Survey in August 1993.
 ES0875
 ES0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0875
 ES0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0875
 ES0875.The geoid height was determined by GEOID03.
 ES0875
 ES0875;                    North         East     Units Scale Factor Converg.
 ES0875;SPC AZ C     -   413,896.986   290,547.997   MT  0.99997341   +0 28 48.7
 ES0875;SPC AZ C     - 1,357,929.74    953,241.46   iFT  0.99997341   +0 28 48.7
 ES0875;UTM  12      - 3,843,053.859   493,242.211   MT  0.99960056   -0 02 31.4
 ES0875
 ES0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0875!SPC AZ C     -   0.99969388  x   0.99997341  =   0.99966730
 ES0875!UTM  12      -   0.99969388  x   0.99960056  =   0.99929457
 ES0875
 ES0875:                Primary Azimuth Mark                     Grid Az
 ES0875:SPC AZ C     -  THISTLE                                  053 17 34.9
 ES0875:UTM  12      -  THISTLE                                  053 48 55.0
 ES0875
 ES0875|---------------------------------------------------------------------|
 ES0875| PID    Reference Object                     Distance      Geod. Az  |
 ES0875|                                                           dddmmss.s |
 ES0875| ES0882 THISTLE                             APPROX. 6.4 KM 0534623.6 |
 ES0875| DZ1303 RIDGE RM 1                           12.773 METERS 09420     |
 ES0875| DZ1304 RIDGE RM 2                           19.947 METERS 16416     |
 ES0875| ES0874 QUAYLE                              APPROX. 1.7 KM 2323227.2 |
 ES0875|---------------------------------------------------------------------|
 ES0875
 ES0875                          SUPERSEDED SURVEY CONTROL
 ES0875
 ES0875  NAD 83(1986)-  34 43 46.35865(N)    111 04 25.73503(W) AD(       ) 2
 ES0875  NGVD 29 (07/10/87) 1973.5    (m)         6475.     (f) VERT ANG    3  
 ES0875
 ES0875.Superseded values are not recommended for survey control.
 ES0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0875.See file dsdata.txt to determine how the superseded data were derived.
 ES0875
 ES0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9324243054(NAD 83)
 ES0875_MARKER: DS = TRIANGULATION STATION DISK
 ES0875_SETTING: 66 = SET IN ROCK OUTCROP
 ES0875_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0875+STABILITY: POSITION/ELEVATION WELL
 ES0875
 ES0875  HISTORY     - Date     Condition        Report By
 ES0875  HISTORY     - 1981     MONUMENTED       AZDT
 ES0875  HISTORY     - 20080723 MARK NOT FOUND   GEOCAC
 ES0875
 ES0875                          STATION DESCRIPTION
 ES0875
 ES0875'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0875'THE STATION IS LOCATED 10 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0875'STATION ALONG ARIZONA HIGHWAY 87.
 ES0875'
 ES0875'THE STATION MARK IS AN AZDT DISK STAMPED---RIDGE 1981---SET IN A
 ES0875'DRILL HOLE IN BEDROCK 8 INCHES BELOW THE GROUND SURFACE AND IN THE
 ES0875'CENTER OF A CIRCLE OF BOULDERS.  IT IS 67 FEET EAST OF THE CENTERLINE
 ES0875'OF THE HIGHWAY AND MARKED BY A SMALL CAIRN.
 ES0875'
 ES0875'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RIDGE RM 1 1981---SET
 ES0875'IN A DRILL HOLE 8 INCHES BELOW GROUND SURFACE, CIRCLED WITH BOULDERS.
 ES0875'
 ES0875'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RIDGE RM 2 1981---SET
 ES0875'IN A DRILL HOLE 8 INCHES BELOW GROUND SURFACE, CIRCLED WITH BOULDERS.
 ES0875'
 ES0875'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0875'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION, TRAVEL
 ES0875'NORTH ALONG SR 87 FOR 12.45 MILES TO THE STATION ON THE RIGHT ON TOP
 ES0875'OF A 14 FOOT HIGHWAY CUT WHICH IS ON A CURVE TO THE LEFT.  THE STATION
 ES0875'CAN BE DRIVEN TO FROM THE NORTH END OF THE CUT AT MILEPOST 312.1.
 ES0875
 ES0875                          STATION RECOVERY (2008)
 ES0875
 ES0875'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0875'DID NOT LOCATE MARKS.  SOIL HAS WASHED OVER THE MARKS AND LEFT THEM
 ES0875'BURIED. A METAL DETECTOR
 ES0875'WILL BE USEFUL TO LOCATE THEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1720 ***********************************************************************
 CZ1720  DESIGNATION -  RIDGE
 CZ1720  PID         -  CZ1720
 CZ1720  STATE/COUNTY-  AZ/PINAL
 CZ1720  USGS QUAD   -  KIELBERG CANYON (1972)
 CZ1720
 CZ1720                         *CURRENT SURVEY CONTROL
 CZ1720  ___________________________________________________________________
 CZ1720* NAD 83(1992)-  32 32 21.53963(N)    110 29 25.03558(W)     ADJUSTED  
 CZ1720* NAVD 88     -       945.1    (meters)    3101.     (feet)  VERTCON   
 CZ1720  ___________________________________________________________________
 CZ1720  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 CZ1720  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CZ1720  HORZ ORDER  -  THIRD
 CZ1720
 CZ1720.The horizontal coordinates were established by classical geodetic methods
 CZ1720.and adjusted by the National Geodetic Survey in August 1993.
 CZ1720
 CZ1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1720
 CZ1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1720
 CZ1720.The geoid height was determined by GEOID03.
 CZ1720
 CZ1720;                    North         East     Units Scale Factor Converg.
 CZ1720;SPC AZ C     -   171,563.834   347,340.605   MT  1.00012129   +0 46 02.4
 CZ1720;SPC AZ C     -   562,873.47  1,139,568.91   iFT  1.00012129   +0 46 02.4
 CZ1720;UTM  12      - 3,600,331.928   547,861.378   MT  0.99962825   +0 16 27.0
 CZ1720
 CZ1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1720!SPC AZ C     -   0.99985603  x   1.00012129  =   0.99997731
 CZ1720!UTM  12      -   0.99985603  x   0.99962825  =   0.99948434
 CZ1720
 CZ1720:                Primary Azimuth Mark                     Grid Az
 CZ1720:SPC AZ C     -  MAVERICK                                 018 22 53.7
 CZ1720:UTM  12      -  MAVERICK                                 018 52 29.1
 CZ1720
 CZ1720|---------------------------------------------------------------------|
 CZ1720| PID    Reference Object                     Distance      Geod. Az  |
 CZ1720|                                                           dddmmss.s |
 CZ1720| CZ1768 MAVERICK                            APPROX.19.3 KM 0190856.1 |
 CZ1720| CZ1744 RIDGE RM 2                            8.412 METERS 09140     |
 CZ1720| CZ1743 RIDGE RM 1                           11.201 METERS 18859     |
 CZ1720|---------------------------------------------------------------------|
 CZ1720
 CZ1720                          SUPERSEDED SURVEY CONTROL
 CZ1720
 CZ1720  NAD 83(1986)-  32 32 21.53781(N)    110 29 25.03239(W) AD(       ) 3
 CZ1720  NGVD 29 (05/20/88)  944.4    (m)         3098.     (f) VERT ANG    3  
 CZ1720
 CZ1720.Superseded values are not recommended for survey control.
 CZ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1720.See file dsdata.txt to determine how the superseded data were derived.
 CZ1720
 CZ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4786100332(NAD 83)
 CZ1720_MARKER: DD = SURVEY DISK
 CZ1720_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1720_SP_SET: SET IN BEDROCK
 CZ1720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1720+STABILITY: POSITION/ELEVATION WELL
 CZ1720
 CZ1720  HISTORY     - Date     Condition        Report By
 CZ1720  HISTORY     - 1946     MONUMENTED       USGS
 CZ1720
 CZ1720                          STATION DESCRIPTION
 CZ1720
 CZ1720'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1720'LOCATED ABOUT 16 MI E. OF ORACLE, 2 MI S. OF RHODES RANCH
 CZ1720'(FORMALLY SACATON RANCH), 1 MI E. OF SAN PEDRO RIVER.  ON WEST END
 CZ1720'OF HIGH LONE RIDGE WHERE IT SLOPES TO RIVER.  RIDGE DROPS OFF
 CZ1720'SHARP AT EAST END AND IS VERY PROMINENT.
 CZ1720'
 CZ1720'TO REACH FROM ORACLE POST OFFICE, DRIVE 5.2 MI S. ON MT. LEMON
 CZ1720'RD. TO X-RD.  GO LEFT 11.7 MI E. OF RHODES RANCH ON LEFT,
 CZ1720'CONTINUE 3.4 MI S. ALONG WEST SIDE OF RIVER TO DIRT RD. LEFT, 0.1
 CZ1720'MI TO END OF TRUCK TRAVEL.  PACK SE. ACROSS RIVER TO WEST POINT OF
 CZ1720'RIDGE AND STATION.  A 30-MINUTE PACK.
 CZ1720'
 CZ1720'STATION MARK--STANDARD TABLET STAMPED---RIDGE 1946---, SET IN
 CZ1720'BEDROCK.
 CZ1720'
 CZ1720'RM 1--STANDARD RM TABLET STAMPED---RIDGE NO 1 1946---, IN BOTTOM OF
 CZ1720'LARGE SAHUARO.
 CZ1720'
 CZ1720'RM 2--STANDARD RM TABLET STAMPED---RIDGE NO 2 1946---, IN BOTTOM OF
 CZ1720'LARGE SAHUARO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1188 ***********************************************************************
 CG1188  DESIGNATION -  RIDGE
 CG1188  PID         -  CG1188
 CG1188  STATE/COUNTY-  AZ/COCHISE
 CG1188  USGS QUAD   -  LAND (1973)
 CG1188
 CG1188                         *CURRENT SURVEY CONTROL
 CG1188  ___________________________________________________________________
 CG1188* NAD 83(1992)-  31 46 31.95447(N)    110 07 32.85372(W)     ADJUSTED  
 CG1188* NAVD 88     -      1294.0    (meters)    4245.     (feet)  VERTCON   
 CG1188  ___________________________________________________________________
 CG1188  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CG1188  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CG1188  HORZ ORDER  -  SECOND
 CG1188
 CG1188.The horizontal coordinates were established by classical geodetic methods
 CG1188.and adjusted by the National Geodetic Survey in August 1993.
 CG1188
 CG1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1188
 CG1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1188
 CG1188.The geoid height was determined by GEOID03.
 CG1188
 CG1188;                    North         East     Units Scale Factor Converg.
 CG1188;SPC AZ E     -    85,981.348   217,231.302   MT  0.99990018   +0 01 17.5
 CG1188;SPC AZ E     -   282,091.04    712,701.12   iFT  0.99990018   +0 01 17.5
 CG1188;UTM  12      - 3,515,889.310   582,775.519   MT  0.99968450   +0 27 37.4
 CG1188
 CG1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1188!SPC AZ E     -   0.99980121  x   0.99990018  =   0.99970141
 CG1188!UTM  12      -   0.99980121  x   0.99968450  =   0.99948577
 CG1188
 CG1188|---------------------------------------------------------------------|
 CG1188| PID    Reference Object                     Distance      Geod. Az  |
 CG1188|                                                           dddmmss.s |
 CG1188| CS6153 RIDGE RM 2                           14.284 METERS 07933     |
 CG1188| CS6152 RIDGE RM 1                           15.570 METERS 25735     |
 CG1188|---------------------------------------------------------------------|
 CG1188
 CG1188                          SUPERSEDED SURVEY CONTROL
 CG1188
 CG1188  NAD 83(1986)-  31 46 31.94813(N)    110 07 32.84992(W) AD(       ) 2
 CG1188  NGVD 29 (06/28/91) 1293.1    (m)         4242.     (f) VERT ANG    3  
 CG1188
 CG1188.Superseded values are not recommended for survey control.
 CG1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1188.See file dsdata.txt to determine how the superseded data were derived.
 CG1188
 CG1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8277615889(NAD 83)
 CG1188_MARKER: DS = TRIANGULATION STATION DISK
 CG1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1188+STABILITY: SURFACE MOTION
 CG1188
 CG1188  HISTORY     - Date     Condition        Report By
 CG1188  HISTORY     - 1986     MONUMENTED       AZDT
 CG1188
 CG1188                          STATION DESCRIPTION
 CG1188
 CG1188'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1188'THE STATION IS LOCATED 5-1/2 MILES NORTH OF TOMBSTONE ALONG THE NORTH
 CG1188'SIDE OF U.S. HIGHWAY 80.
 CG1188'
 CG1188'THE STATION MARK IS AN AZDT DISK STAMPED---RIDGE 1986---.  IT IS SET
 CG1188'IN TOP OF A 10 INCH CONCRETE MONUMENT ON TOP OF THE RIDGE 11 FEET
 CG1188'NORTH OF THE WITNESS POST.
 CG1188'
 CG1188'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RIDGE RM 1 1986---.  IT IS
 CG1188'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT HIGHER
 CG1188'THAN THE STATION.
 CG1188'
 CG1188'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RIDGE RM 2 1986---.  IT IS
 CG1188'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 2 FEET LOWER
 CG1188'THAN THE STATION.
 CG1188'
 CG1188'FROM THE UNION HIGH SCHOOL IN TOMBSTONE TRAVEL NORTH ALONG U.S.
 CG1188'HIGHWAY 80 FOR 3.3 MILES TO THE JUNCTION WITH STATE ROUTE 82, CONTINUE
 CG1188'NORTH ALONG U.S. 80 FOR 2.55 MILES TO MILE POST 311.55 AND THE END OF
 CG1188'TRUCK TRAVEL.  PACK NORTHEAST TO THE TOP OF A SMALL LONE RIDGE AND THE
 CG1188'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0504 ***********************************************************************
 GP0504  DESIGNATION -  RIDGE RESET
 GP0504  PID         -  GP0504
 GP0504  STATE/COUNTY-  AZ/COCONINO
 GP0504  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0504
 GP0504                         *CURRENT SURVEY CONTROL
 GP0504  ___________________________________________________________________
 GP0504* NAD 83(1992)-  36 23 18.41710(N)    111 30 14.37937(W)     ADJUSTED  
 GP0504* NAVD 88     -      2063.8    (meters)    6771.     (feet)  VERTCON   
 GP0504  ___________________________________________________________________
 GP0504  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GP0504  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 GP0504  HORZ ORDER  -  SECOND
 GP0504
 GP0504.The horizontal coordinates were established by classical geodetic methods
 GP0504.and adjusted by the National Geodetic Survey in August 1993.
 GP0504
 GP0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0504
 GP0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0504
 GP0504.The geoid height was determined by GEOID03.
 GP0504
 GP0504;                    North         East     Units Scale Factor Converg.
 GP0504;SPC AZ C     -   597,691.010   250,381.130   MT  0.99991688   +0 14 41.4
 GP0504;SPC AZ C     - 1,960,928.51    821,460.40   iFT  0.99991688   +0 14 41.4
 GP0504;UTM  12      - 4,027,152.487   454,799.829   MT  0.99962517   -0 17 56.4
 GP0504
 GP0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0504!SPC AZ C     -   0.99967979  x   0.99991688  =   0.99959670
 GP0504!UTM  12      -   0.99967979  x   0.99962517  =   0.99930508
 GP0504
 GP0504|---------------------------------------------------------------------|
 GP0504| PID    Reference Object                     Distance      Geod. Az  |
 GP0504|                                                           dddmmss.s |
 GP0504| CR8000 RIDGE RM 2                            7.635 METERS 02126     |
 GP0504| GP0589 HAMBLIN                             APPROX.20.8 KM 1500344.8 |
 GP0504| CR7999 RIDGE RM 1                            6.898 METERS 21551     |
 GP0504|---------------------------------------------------------------------|
 GP0504
 GP0504                          SUPERSEDED SURVEY CONTROL
 GP0504
 GP0504  NAD 83(1986)-  36 23 18.41636(N)    111 30 14.37585(W) AD(       ) 2
 GP0504  NGVD 29 (07/12/88) 2062.8    (m)         6768.     (f) VERT ANG    3  
 GP0504
 GP0504.Superseded values are not recommended for survey control.
 GP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0504.See file dsdata.txt to determine how the superseded data were derived.
 GP0504
 GP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5480027152(NAD 83)
 GP0504_MARKER: DS = TRIANGULATION STATION DISK
 GP0504_SETTING: 66 = SET IN ROCK OUTCROP
 GP0504_SP_SET: SET IN ROCK OUTCROP
 GP0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0504+STABILITY: POSITION/ELEVATION WELL
 GP0504
 GP0504  HISTORY     - Date     Condition        Report By
 GP0504  HISTORY     - 1983     MONUMENTED       AZDT
 GP0504
 GP0504                          STATION DESCRIPTION
 GP0504
 GP0504'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0504'THE STATION IS LOCATED 1-1/2 MILES SOUTHEAST OF THE CEDAR RIDGE
 GP0504'TRADING POST, 1 MILE EAST OF U.S. HIGHWAY 89.  IT IS ON THE CLIFFS
 GP0504'ABOUT 1 MILE SOUTH OF THE HIGHEST POINT.
 GP0504'
 GP0504'THE STATION IS THE STEM OF USGS STATION RIDGE WHICH IS SET IN A DRILL
 GP0504'HOLE IN SANDSTONE.
 GP0504'
 GP0504'REFERENCE MARK 1 IS A USGS DISK STAMPED---NO 1---.  IT IS SET IN A
 GP0504'DRILL HOLE IN SANDSTONE.
 GP0504'
 GP0504'REFERENCE MARK 2 IS A COPPER NAIL WITH WASHER DRIVEN INTO A BLAZE ON A
 GP0504'6 INCH PINION TREE.
 GP0504'
 GP0504'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH 0.2
 GP0504'MILE ALONG ELM STREET TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL WEST
 GP0504'1.2 MILES TO U.S. HIGHWAY 89.  TURN LEFT ALONG U.S. 89 FOR 43.0 MILES
 GP0504'TO CEDAR TRADING POST, CONTINUE SOUTH ALONG U.S. 89 FOR 0.45 MILE TO A
 GP0504'GATE AND CATTLE GUARD ON THE LEFT.  TURN LEFT AND TRAVEL EAST FOR 0.85
 GP0504'MILE UP THE SANDY RIDE WHICH LEADS TO A LARGE DRAINAGE ON WEST SIDE OF
 GP0504'RIDGE AND END OF TRUCK TRAVEL.  PACK EAST UP DRAINAGE TO TOP AND THEN
 GP0504'SOUTH ALONG RIDGE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1993 ***********************************************************************
 DV1993  DESIGNATION -  RIFLE
 DV1993  PID         -  DV1993
 DV1993  STATE/COUNTY-  AZ/MARICOPA
 DV1993  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1993
 DV1993                         *CURRENT SURVEY CONTROL
 DV1993  ___________________________________________________________________
 DV1993* NAD 83(1992)-  33 47 53.85951(N)    112 08 09.19572(W)     ADJUSTED  
 DV1993* NAVD 88     -       515.2    (meters)    1690.     (feet)  VERTCON   
 DV1993  ___________________________________________________________________
 DV1993  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DV1993  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DV1993  HORZ ORDER  -  SECOND
 DV1993
 DV1993.The horizontal coordinates were established by classical geodetic methods
 DV1993.and adjusted by the National Geodetic Survey in August 1993.
 DV1993
 DV1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1993
 DV1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1993
 DV1993.The geoid height was determined by GEOID03.
 DV1993
 DV1993;                    North         East     Units Scale Factor Converg.
 DV1993;SPC AZ C     -   310,304.379   193,061.579   MT  0.99990508   -0 07 19.0
 DV1993;SPC AZ C     - 1,018,058.99    633,404.13   iFT  0.99990508   -0 07 19.0
 DV1993;UTM  12      - 3,740,371.445   394,853.303   MT  0.99973629   -0 37 54.9
 DV1993
 DV1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1993!SPC AZ C     -   0.99992372  x   0.99990508  =   0.99982880
 DV1993!UTM  12      -   0.99992372  x   0.99973629  =   0.99966003
 DV1993
 DV1993|---------------------------------------------------------------------|
 DV1993| PID    Reference Object                     Distance      Geod. Az  |
 DV1993|                                                           dddmmss.s |
 DV1993| CH6198 RIFLE RM 2                            8.008 METERS 08906     |
 DV1993| DV0132 MUNSON                              APPROX. 3.5 KM 1700712.0 |
 DV1993| CH6197 RIFLE RM 1                            8.052 METERS 34556     |
 DV1993|---------------------------------------------------------------------|
 DV1993
 DV1993                          SUPERSEDED SURVEY CONTROL
 DV1993
 DV1993  NAD 83(1986)-  33 47 53.85431(N)    112 08 09.19969(W) AD(       ) 2
 DV1993  NAD 27      -  33 47 53.72034(N)    112 08 06.64340(W) AD(       ) 2
 DV1993  NGVD 29 (07/19/86)  514.6    (m)         1688.     (f) VERT ANG    3  
 DV1993
 DV1993.Superseded values are not recommended for survey control.
 DV1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1993.See file dsdata.txt to determine how the superseded data were derived.
 DV1993
 DV1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9485340371(NAD 83)
 DV1993_MARKER: DS = TRIANGULATION STATION DISK
 DV1993_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1993+WITH SETTING: PAVEMENT
 DV1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1993+STABILITY: SURFACE MOTION
 DV1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1993+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 DV1993
 DV1993  HISTORY     - Date     Condition        Report By
 DV1993  HISTORY     - 1976     MONUMENTED       AZDT
 DV1993  HISTORY     - 1978     GOOD             AZDT
 DV1993  HISTORY     - 1986     GOOD             AZDT
 DV1993  HISTORY     - 20060727 GOOD             USPSQD
 DV1993
 DV1993                          STATION DESCRIPTION
 DV1993
 DV1993'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1993'THE STATION IS ABOUT 10.5 MILES SOUTH OF NEW RIVER AND 20 MILES
 DV1993'NORTHWEST OF PHOENIX AT THE CAREFREE INTERCHANGE ON I-17.
 DV1993'
 DV1993'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED RIFLE 1976
 DV1993'AND IS EPOXIED TO BRIDGE WHICH IS THE OVERPASS ON I-17.  THE
 DV1993'DISK IS ON THE SOUTHWEST CORNER OF THE BRIDGE 2 FEET WEST OF THE
 DV1993'WESTERN EXPANSION JOINT AND 2 FEET NORTH OF SOUTH WALKWAY ACROSS
 DV1993'THE OVERPASS.
 DV1993'
 DV1993'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED RIFLE
 DV1993'RM 1 1976 AND IS EPOXIED TO THE BRIDGE PAVEMENT ON NORTH SIDE
 DV1993'OF OVERPASS.
 DV1993'
 DV1993'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED RIFLE RM
 DV1993'2 1976 AND IS EPOXIED TO BRIDGE PAVEMENT ON SOUTH SIDE OF OVERPASS.
 DV1993'
 DV1993'TO REACH THE STATION FROM THE INTERSECTION OF BELL RD. AND I-17
 DV1993'IN NORTHWEST PHOENIX, GO NORTH ON I-17 FOR 11 MILES TO THE CAREFREE
 DV1993'INTERCHANGE.  THE STATION IS ON SOUTHWEST END OF BRIDGE THAT
 DV1993'CROSSES THE INTERSTATE HWY.
 DV1993'
 DV1993'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1993
 DV1993                          STATION RECOVERY (1986)
 DV1993
 DV1993'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1993'THE STATION WAS RECOVERED AS DESCRIBED IN 1978 EXCEPT THE DISTANCE
 DV1993'AND ANGLES TO THE REFERENCE MARKS ARE REVERSED.
 DV1993
 DV1993                          STATION RECOVERY (2006)
 DV1993
 DV1993'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DV1993'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0332 ***********************************************************************
 CF0332  DESIGNATION -  RIGGS
 CF0332  PID         -  CF0332
 CF0332  STATE/COUNTY-  AZ/COCHISE
 CF0332  USGS QUAD   -  FIFE PEAK (1974)
 CF0332
 CF0332                         *CURRENT SURVEY CONTROL
 CF0332  ___________________________________________________________________
 CF0332* NAD 83(1992)-  31 58 54.92128(N)    109 26 03.18163(W)     ADJUSTED  
 CF0332* NAVD 88     -      1629.     (meters)    5344.     (feet)  SCALED    
 CF0332  ___________________________________________________________________
 CF0332  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 CF0332  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CF0332  HORZ ORDER  -  FIRST
 CF0332
 CF0332.The horizontal coordinates were established by classical geodetic methods
 CF0332.and adjusted by the National Geodetic Survey in August 1993.
 CF0332
 CF0332.The orthometric height was scaled from a topographic map.
 CF0332
 CF0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0332
 CF0332.The geoid height was determined by GEOID03.
 CF0332
 CF0332;                    North         East     Units Scale Factor Converg.
 CF0332;SPC AZ E     -   109,097.023   282,578.947   MT  0.99995907   +0 23 16.7
 CF0332;SPC AZ E     -   357,929.87    927,096.28   iFT  0.99995907   +0 23 16.7
 CF0332;UTM  12      - 3,539,502.737   647,933.717   MT  0.99986989   +0 49 46.1
 CF0332
 CF0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0332!SPC AZ E     -   0.99974844  x   0.99995907  =   0.99970752
 CF0332!UTM  12      -   0.99974844  x   0.99986989  =   0.99961837
 CF0332
 CF0332:                Primary Azimuth Mark                     Grid Az
 CF0332:SPC AZ E     -  COCHISE HEAD TARGET                      055 30 43.6
 CF0332:UTM  12      -  COCHISE HEAD TARGET                      055 04 14.2
 CF0332
 CF0332|---------------------------------------------------------------------|
 CF0332| PID    Reference Object                     Distance      Geod. Az  |
 CF0332|                                                           dddmmss.s |
 CF0332| CY1147 COCHISE HEAD TARGET                 APPROX.15.3 KM 0555400.3 |
 CF0332| CY1149 SUGARLOAF LOOKOUT HOUSE             APPROX.10.9 KM 0705036.9 |
 CF0332| CF0330 RIGGS CAIRN                           9.252 METERS 24346     |
 CF0332| CF0331 RIGGS RM 1                            5.718 METERS 26657     |
 CF0332| CY1151 PINERY                              APPROX. 2.9 KM 3491638.0 |
 CF0332| CC8116 RIGGS RM 2                           10.575 METERS 35715     |
 CF0332|---------------------------------------------------------------------|
 CF0332
 CF0332                          SUPERSEDED SURVEY CONTROL
 CF0332
 CF0332  NAD 83(1986)-  31 58 54.91792(N)    109 26 03.17744(W) AD(       ) 1
 CF0332  NAD 27      -  31 58 54.60200(N)    109 26 00.95500(W) AD(       ) 1
 CF0332
 CF0332.Superseded values are not recommended for survey control.
 CF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0332.See file dsdata.txt to determine how the superseded data were derived.
 CF0332
 CF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA4793439503(NAD 83)
 CF0332_MARKER: DS = TRIANGULATION STATION DISK
 CF0332_SETTING: 80 = SET IN A BOULDER
 CF0332_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0332
 CF0332  HISTORY     - Date     Condition        Report By
 CF0332  HISTORY     - 1935     MONUMENTED       CGS
 CF0332  HISTORY     - 1956     GOOD             USE
 CF0332  HISTORY     - 1968     GOOD             AMS
 CF0332
 CF0332                          STATION DESCRIPTION
 CF0332
 CF0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CF0332'STATION IS ON A LOW ROCK HILL WITH A GROWTH OF JUNIPER ON
 CF0332'IT, AND LIES AT THE MOUTH OF PINERY CANYON ABOUT 4 MILES
 CF0332'NORTHEAST OF THE RIGGS RANCH.
 CF0332'
 CF0332'TO REACH FROM THE DEPOT IN WILLCOX, FOLLOW THE ROAD SOUTH POSTED
 CF0332'CHIRICAHUA NATIONAL MONUMENT FOR APPROXIMATELY 32 MILES TO A
 CF0332'SIGN READING CHIRICAHUA WONDERLAND OF ROCKS, BONITA CAMP N M
 CF0332'2 A CCC 5-1/2 MILES, DOUGLAS 64, BISBEE 64, WILLCOX 32.  AT THESE
 CF0332'SIGNS CONTINUE SOUTH FOR 1 MILE, TURN LEFT OFF MAIN-TRAVELED
 CF0332'ROAD AND GO THROUGH CATTLE GUARD ON DIM ROAD (AT AAA SIGN)
 CF0332'FOR 0.3 MILE, TAKE THE RIGHT FORK AND GO 1.0 MILE TO THE SALT
 CF0332'LICK AND END OF TRUCK TRAVEL.  FROM HERE CLIMB TO THE TOP,
 CF0332'BEARING TO THE RIGHT AS THE STATION IS ON THE SOUTH END OF
 CF0332'THE HILL AND ON THE HIGHEST POINT.
 CF0332'
 CF0332'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY BENCH MARK.
 CF0332'
 CF0332'REFERENCE MARK NO. 2.
 CF0332
 CF0332                          STATION RECOVERY (1956)
 CF0332
 CF0332'RECOVERY NOTE BY US ENGINEERS 1956
 CF0332'STATION RECOVERED AS DESCRIBED.
 CF0332'
 CF0332'NO SEARCH WAS MADE FOR REFERENCE MARK 1 OR AZIMUTH MARK.
 CF0332
 CF0332                          STATION RECOVERY (1968)
 CF0332
 CF0332'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CF0332'MARK IS LOCATED APPROXIMATELY 29 AIRMILES (SE) OF WILLCOX,
 CF0332'ARIZONA.  23 AIRMILES (S) OF BOWIE, ARIZONA.
 CF0332'
 CF0332'TO REACH MARK FROM INTERSECTION OF ARIZONA HWYS 666 AND 181
 CF0332'IN WILLCOX GO (ESE 121 DEG) ON ARIZONA HWY 181 FOR 29.1 MILES
 CF0332'TO INTERSECTION AND SIGN CHIRICAHUA NATIONAL MONUMENT.  CONTINUE
 CF0332'ON HWY 181 (S 180 DEG) FOR 1.8 MILES TO JUNCTION WITH DIM
 CF0332'TRAIL ON LEFT.  TURN LEFT (SE 145 DEG) AND GO 1.3 MILES TO
 CF0332'END OF JEEP TRAVEL.  FROM HERE PACK (N 0 DEG) UP STEEP SLOPE
 CF0332'TO HIGHEST POINT AND STATION SITE (10 MINUTE PACK).  MARK IS
 CF0332'LOCATED ON (S) END OF A BRUSHY COVERED HILL.
 CF0332'
 CF0332'STATION IS MARKED BY A USC AND GS BRONZE DISK CEMENTED IN ROCK
 CF0332'FLUSH WITH GROUND.  STAMPED RIGGS 1935.
 CF0332'
 CF0332'R.M. 1 IS A USGS BRONZE BENCH MARK CEMENTED IN A LARGE BOULDER
 CF0332'PROTRUDING 0.11 M.  STAMPED RIGGS NO 1 1935.  IT IS LOCATED
 CF0332'(S) OF STATION ON A MAG. AZ. OF 267 DEG AT A DISTANCE OF
 CF0332'5.722 M AND A DE OF -0.04 M.
 CF0332'
 CF0332'R.M. 2 IS A USC AND GS BRONZE DISK CEMENTED IN A ROCK FLUSH
 CF0332'WITH GROUND.  STAMPED RIGGS NO 2 1935.  IT IS LOCATED 10.585
 CF0332'M (N) OF STATION ON A MAG. AZ. OF 357 DEG AND A DE OF -0.50 M.
 CF0332'
 CF0332'NO AZIMUTH MARK.  CONDITION OF ALL MARKS EXCELLENT.  VIEW
 CF0332'EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2127 ***********************************************************************
 DU2127  DESIGNATION -  RIGGS
 DU2127  PID         -  DU2127
 DU2127  STATE/COUNTY-  AZ/MARICOPA
 DU2127  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2127
 DU2127                         *CURRENT SURVEY CONTROL
 DU2127  ___________________________________________________________________
 DU2127* NAD 83(1992)-  33 12 38.16583(N)    111 38 04.55316(W)     ADJUSTED  
 DU2127* NAVD 88     -       434.4    (meters)    1425.     (feet)  VERTCON   
 DU2127  ___________________________________________________________________
 DU2127  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DU2127  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU2127  HORZ ORDER  -  SECOND
 DU2127
 DU2127.The horizontal coordinates were established by classical geodetic methods
 DU2127.and adjusted by the National Geodetic Survey in August 1993.
 DU2127
 DU2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2127
 DU2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2127
 DU2127.The geoid height was determined by GEOID03.
 DU2127
 DU2127;                    North         East     Units Scale Factor Converg.
 DU2127;SPC AZ C     -   245,141.711   239,654.824   MT  0.99990852   +0 09 16.2
 DU2127;SPC AZ C     -   804,270.71    786,269.11   iFT  0.99990852   +0 09 16.2
 DU2127;UTM  12      - 3,674,814.045   440,859.241   MT  0.99964312   -0 20 51.3
 DU2127
 DU2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2127!SPC AZ C     -   0.99993645  x   0.99990852  =   0.99984498
 DU2127!UTM  12      -   0.99993645  x   0.99964312  =   0.99957960
 DU2127
 DU2127:                Primary Azimuth Mark                     Grid Az
 DU2127:SPC AZ C     -  RIT                                      359 58 12.7
 DU2127:UTM  12      -  RIT                                      000 28 20.2
 DU2127
 DU2127|---------------------------------------------------------------------|
 DU2127| PID    Reference Object                     Distance      Geod. Az  |
 DU2127|                                                           dddmmss.s |
 DU2127| DU2098 RIT                                 APPROX. 4.9 KM 0000728.9 |
 DU2127| DU2125 T2S R7E SEC 34 SW COR               APPROX. 0.6 KM 1784121.8 |
 DU2127| CH6199 RIGGS RM 2                           13.773 METERS 19627     |
 DU2127| DU2128 RIGGS RM 1                           13.096 METERS 34413     |
 DU2127|---------------------------------------------------------------------|
 DU2127
 DU2127                          SUPERSEDED SURVEY CONTROL
 DU2127
 DU2127  NAD 83(1986)-  33 12 38.16026(N)    111 38 04.55582(W) AD(       ) 2
 DU2127  NAD 27      -  33 12 37.96654(N)    111 38 02.07981(W) AD(       ) 2
 DU2127  NGVD 29 (07/19/86)  433.9    (m)         1424.     (f) VERT ANG    3  
 DU2127
 DU2127.Superseded values are not recommended for survey control.
 DU2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2127.See file dsdata.txt to determine how the superseded data were derived.
 DU2127
 DU2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4085974814(NAD 83)
 DU2127_MARKER: DD = SURVEY DISK
 DU2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2127
 DU2127  HISTORY     - Date     Condition        Report By
 DU2127  HISTORY     - 1976     MONUMENTED       AZDT
 DU2127  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2127
 DU2127                          STATION DESCRIPTION
 DU2127
 DU2127'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2127'THE STATION IS LOCATED ABOUT 2.6 MILES SOUTH OF QUEEN CREEK ON THE
 DU2127'WEST SIDE OF ELLSWORTH ROAD.
 DU2127'
 DU2127'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED RIGGS 1975
 DU2127'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK IS
 DU2127'25.5 FEET WEST OF CENTERLINE OF ELLSWORTH ROAD AND 611 FEET SOUTH
 DU2127'OF CENTERLINE OF SAN TAN BLVD. AND IS MARKED WITH A WITNESS POST
 DU2127'AND SIGN 3.2 FEET NORTH.
 DU2127'
 DU2127'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2127'RIGGS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 15.37
 DU2127'FEET WEST OF THE CENTERLINE OF ELLSWORTH ROAD.
 DU2127'
 DU2127'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2127'RIGGS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2127'38.5 FEET WEST OF CENTERLINE OF ELLSWORTH ROAD AND IS 12 FEET EAST
 DU2127'OF A TELEPHONE POLE MARKED 21, 1SRPD.
 DU2127'
 DU2127'TO REACH THE STATION FROM QUEEN CREEK, GO SOUTH ON ELLSWORTH ROAD
 DU2127'FOR 2.52 MILES TO SAN TAN BLVD. AND STATION ON THE RIGHT (WEST).
 DU2127'
 DU2127'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2127
 DU2127                          STATION RECOVERY (2006)
 DU2127
 DU2127'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2127'DID NOT FIND STATION MARK, REFERENCE MARK 1, OR REFERENCE MARK 2. THE
 DU2127'ADJUSTED COORDINATES FOR THE STATION POINT TO A GRADED AREA THAT IS
 DU2127'WEST OF ELLSWORTH ROAD. NO WITNESS POST WAS FOUND. PROBED INTO THE
 DU2127'HARDPACK GROUND A FEW INCHES AT THE ADJUSTED COORDINATES, AND 12
 DU2127'INCHES INTO SOFTER GROUND 12 FEET EAST OF TELEPHONE POLE NUMBERED
 DU2127'12-1, BUT DID NOT DETECT ANY MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0330 ***********************************************************************
 CF0330  DESIGNATION -  RIGGS CAIRN
 CF0330  PID         -  CF0330
 CF0330  STATE/COUNTY-  AZ/COCHISE
 CF0330  USGS QUAD   -  FIFE PEAK (1974)
 CF0330
 CF0330                         *CURRENT SURVEY CONTROL
 CF0330  ___________________________________________________________________
 CF0330* NAD 83(1992)-  31 58 54.78852(N)    109 26 03.49776(W)     ADJUSTED  
 CF0330* NAVD 88     -              **(meters)            **(feet)            
 CF0330  ___________________________________________________________________
 CF0330  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 CF0330  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CF0330  HORZ ORDER  -  THIRD
 CF0330
 CF0330.The horizontal coordinates were established by classical geodetic methods
 CF0330.and adjusted by the National Geodetic Survey in August 1993.
 CF0330
 CF0330
 CF0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0330
 CF0330.The geoid height was determined by GEOID03.
 CF0330
 CF0330;                    North         East     Units Scale Factor Converg.
 CF0330;SPC AZ E     -   109,092.878   282,570.675   MT  0.99995906   +0 23 16.5
 CF0330;SPC AZ E     -   357,916.27    927,069.14   iFT  0.99995906   +0 23 16.5
 CF0330;UTM  12      - 3,539,498.529   647,925.479   MT  0.99986986   +0 49 45.9
 CF0330
 CF0330                          SUPERSEDED SURVEY CONTROL
 CF0330
 CF0330  NAD 83(1986)-  31 58 54.78523(N)    109 26 03.49353(W) AD(       ) 4
 CF0330  NAD 27      -  31 58 54.46900(N)    109 26 01.27300(W) AD(       ) 3
 CF0330
 CF0330.Superseded values are not recommended for survey control.
 CF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0330.See file dsdata.txt to determine how the superseded data were derived.
 CF0330
 CF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA4792539499(NAD 83)
 CF0330_MARKER: 72 = CAIRN
 CF0330
 CF0330  HISTORY     - Date     Condition        Report By
 CF0330  HISTORY     - UNK      FIRST OBSERVED   USGS
 CF0330
 CF0330                          STATION DESCRIPTION
 CF0330
 CF0330'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0322 ***********************************************************************
 GQ0322  DESIGNATION -  RILEY
 GQ0322  PID         -  GQ0322
 GQ0322  STATE/COUNTY-  AZ/COCONINO
 GQ0322  USGS QUAD   -  FREDONIA (1988)
 GQ0322
 GQ0322                         *CURRENT SURVEY CONTROL
 GQ0322  ___________________________________________________________________
 GQ0322* NAD 83(1992)-  36 59 59.66800(N)    112 31 58.43253(W)     ADJUSTED  
 GQ0322* NAVD 88     -      1491.3    (meters)    4893.     (feet)  VERTCON   
 GQ0322  ___________________________________________________________________
 GQ0322  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GQ0322  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 GQ0322  HORZ ORDER  -  THIRD
 GQ0322
 GQ0322.The horizontal coordinates were established by classical geodetic methods
 GQ0322.and adjusted by the National Geodetic Survey in November 1997.
 GQ0322
 GQ0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0322
 GQ0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0322
 GQ0322.The geoid height was determined by GEOID03.
 GQ0322
 GQ0322;                    North         East     Units Scale Factor Converg.
 GQ0322;SPC AZ C     -   665,637.370   158,513.350   MT  0.99993705   -0 22 15.1
 GQ0322;SPC AZ C     - 2,183,849.64    520,056.92   iFT  0.99993705   -0 22 15.1
 GQ0322;SPC AZ W     -   666,174.562   321,691.466   MT  1.00007786   +0 43 57.1
 GQ0322;SPC AZ W     - 2,185,612.08  1,055,418.20   iFT  1.00007786   +0 43 57.1
 GQ0322;SPC UT S     - 3,037,492.338   408,057.721   MT  1.00004423   -0 37 58.2
 GQ0322;UTM  12      - 4,095,960.345   363,604.078   MT  0.99982918   -0 55 21.6
 GQ0322
 GQ0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0322!SPC AZ C     -   0.99976949  x   0.99993705  =   0.99970655
 GQ0322!SPC AZ W     -   0.99976949  x   1.00007786  =   0.99984733
 GQ0322!SPC UT S     -   0.99976949  x   1.00004423  =   0.99981371
 GQ0322!UTM  12      -   0.99976949  x   0.99982918  =   0.99959871
 GQ0322
 GQ0322:                Primary Azimuth Mark                     Grid Az
 GQ0322:SPC AZ C     -  RILEY AZ MK                              053 56 45.5
 GQ0322:SPC AZ W     -  RILEY AZ MK                              052 50 33.3
 GQ0322:SPC UT S     -  RILEY AZ MK                              054 12 28.6
 GQ0322:UTM  12      -  RILEY AZ MK                              054 29 52.0
 GQ0322
 GQ0322|---------------------------------------------------------------------|
 GQ0322| PID    Reference Object                     Distance      Geod. Az  |
 GQ0322|                                                           dddmmss.s |
 GQ0322| CH3189 RILEY AZ MK                                        0533430.4 |
 GQ0322| CH3190 RILEY RM 1                           25.088 METERS 16039     |
 GQ0322| CH3191 RILEY RM 2                           14.361 METERS 21654     |
 GQ0322|---------------------------------------------------------------------|
 GQ0322
 GQ0322                          SUPERSEDED SURVEY CONTROL
 GQ0322
 GQ0322  NAD 83(1992)-  36 59 59.66728(N)    112 31 58.43327(W) AD(       ) 3
 GQ0322  NAD 83(1986)-  36 59 59.66599(N)    112 31 58.42973(W) AD(       ) 3
 GQ0322  NAD 27      -  36 59 59.72000(N)    112 31 55.71200(W) AD(       ) 3
 GQ0322  NGVD 29 (07/19/86) 1490.4    (m)         4890.     (f) VERT ANG    3  
 GQ0322
 GQ0322.Superseded values are not recommended for survey control.
 GQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0322.See file dsdata.txt to determine how the superseded data were derived.
 GQ0322
 GQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6360495960(NAD 83)
 GQ0322_MARKER: DS = TRIANGULATION STATION DISK
 GQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0322
 GQ0322  HISTORY     - Date     Condition        Report By
 GQ0322  HISTORY     - 1953     MONUMENTED       CGS
 GQ0322  HISTORY     - 1972     GOOD             AZHD
 GQ0322
 GQ0322                          STATION DESCRIPTION
 GQ0322
 GQ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0322'THE STATION IS LOCATED 3-1/2 MILES, AIR-LINE, NORTH OF FREDONIA,
 GQ0322'ARIZONA, 3 MILES, AIR-LINE, SOUTH OF KANAB, UTAH, 1/2 MILE
 GQ0322'EAST OF THE COCONINO-MOHAVE COUNTY LINE, 100 YARDS SOUTH OF THE
 GQ0322'UTAH-ARIZONA STATE LINE AND 12 FEET WEST OF A WHITE WITNESS
 GQ0322'POST.  IT IS ON THE NORTH POINT OF TWO POINTS ON A PROMINENT
 GQ0322'BUTTE ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 89.
 GQ0322'
 GQ0322'TO REACH FROM THE CHECKING STATION ON THE SOUTH EDGE OF FREDONIA,
 GQ0322'GO NORTH ON U.S. HIGHWAY 89 FOR 3.9 MILES TO THE AZIMUTH MARK
 GQ0322'ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO A
 GQ0322'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, TAKE THE
 GQ0322'CENTER ROAD OF THREE AND GO 0.1 MILE TO A CROSSROAD.  TURN LEFT,
 GQ0322'LEAVE THE ROADS AND PICK WAY UP THE SLOPE FOR 0.2 MILE TO THE
 GQ0322'STATION.  A DRIVE STATION.
 GQ0322'
 GQ0322'THE STATION MARK, A STANDARD DISK STAMPED RILEY 1953, IS SET
 GQ0322'IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 4 INCHES
 GQ0322'ABOVE THE GROUND.
 GQ0322'
 GQ0322'REFERENCE MARK 1, A STANDARD DISK STAMPED RILEY NO 1 1953,
 GQ0322'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0322'WITH THE GROUND.  THE MARK IS ABOUT 3 FEET LOWER THAN THE
 GQ0322'STATION MARK.
 GQ0322'
 GQ0322'REFERENCE MARK 2, A STANDARD DISK STAMPED RILEY NO 2 1953, IS
 GQ0322'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0322'THE GROUND.  THE MARK IS ABOUT 18 INCHES LOWER THAN THE STATION
 GQ0322'MARK.
 GQ0322'
 GQ0322'THE AZIMUTH MARK, A STANDARD DISK STAMPED RILEY 1953, IS SET
 GQ0322'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 GQ0322'GROUND ON THE NORTH, BUT PROJECTS 14 INCHES ABOVE THE GROUND ON
 GQ0322'THE SOUTH.  THE MARK IS LOCATED 42 FEET EAST OF THE CENTER LINE
 GQ0322'OF U.S. HIGHWAY 89, 16 FEET NORTH OF A WHITE WITNESS POST AND
 GQ0322'4 INCHES WEST OF A FENCE.
 GQ0322
 GQ0322                          STATION RECOVERY (1972)
 GQ0322
 GQ0322'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0322'GENERAL LOCATION-ABOUT 3-1/2 MILES, AIRLINE, N. OF FREDONIA,
 GQ0322'ARZ AND 3 MILES AIR-LINE S. OF KANAB, UTAH AND 1/2 MILE E OF THE
 GQ0322'COCONINO-MOHAVE COUNTY LINE
 GQ0322'
 GQ0322'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0322'
 GQ0322'STATION MARK-STD USC AND GS BC SET IN CONC. STAMPED RILEY 1953
 GQ0322'
 GQ0322'REFERENCE MARKS-NO 1 AND NO 2 SET IN OUTCROPPING BEDROCK
 GQ0322'STAMPED RILEY NO 1 1953 AND RILEY NO 2 1953--COND GOOD
 GQ0322'
 GQ0322'AZIMUTH MARK-NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1963 ***********************************************************************
 CZ1963  DESIGNATION -  RILLITO
 CZ1963  PID         -  CZ1963
 CZ1963  STATE/COUNTY-  AZ/PIMA
 CZ1963  USGS QUAD   -  MARANA (1992)
 CZ1963
 CZ1963                         *CURRENT SURVEY CONTROL
 CZ1963  ___________________________________________________________________
 CZ1963* NAD 83(1992)-  32 23 58.92790(N)    111 08 47.61147(W)     ADJUSTED  
 CZ1963* NAVD 88     -       762.6    (meters)    2502.     (feet)  VERTCON   
 CZ1963  ___________________________________________________________________
 CZ1963  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 CZ1963  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CZ1963  HORZ ORDER  -  FIRST
 CZ1963
 CZ1963.The horizontal coordinates were established by classical geodetic methods
 CZ1963.and adjusted by the National Geodetic Survey in August 1993.
 CZ1963
 CZ1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1963
 CZ1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1963
 CZ1963.The geoid height was determined by GEOID03.
 CZ1963
 CZ1963;                    North         East     Units Scale Factor Converg.
 CZ1963;SPC AZ C     -   155,446.579   285,806.153   MT  0.99996470   +0 24 45.6
 CZ1963;SPC AZ C     -   509,995.34    937,684.23   iFT  0.99996470   +0 24 45.6
 CZ1963;UTM  12      - 3,584,750.512   486,217.128   MT  0.99960234   -0 04 42.7
 CZ1963
 CZ1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1963!SPC AZ C     -   0.99988489  x   0.99996470  =   0.99984959
 CZ1963!UTM  12      -   0.99988489  x   0.99960234  =   0.99948727
 CZ1963
 CZ1963:                Primary Azimuth Mark                     Grid Az
 CZ1963:SPC AZ C     -  RILLITO AZ MK                            042 03 04.8
 CZ1963:UTM  12      -  RILLITO AZ MK                            042 32 33.1
 CZ1963
 CZ1963|---------------------------------------------------------------------|
 CZ1963| PID    Reference Object                     Distance      Geod. Az  |
 CZ1963|                                                           dddmmss.s |
 CZ1963| CZ0520 RILLITO AZ MK                                      0422750.4 |
 CZ1963| CZ1965 AIRWAY BEACON 8                     APPROX. 1.2 KM 1762717.0 |
 CZ1963| CH6200 RILLITO RM 1                          7.805 METERS 25657     |
 CZ1963| CH6201 RILLITO RM 2                          8.781 METERS 33205     |
 CZ1963| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 1.2 KM 3510254.6 |
 CZ1963|---------------------------------------------------------------------|
 CZ1963
 CZ1963                          SUPERSEDED SURVEY CONTROL
 CZ1963
 CZ1963  NAD 83(1986)-  32 23 58.92483(N)    111 08 47.60921(W) AD(       ) 1
 CZ1963  NAD 27      -  32 23 58.66400(N)    111 08 45.25100(W) AD(       ) 1
 CZ1963  NGVD 29 (07/19/86)  762.0    (m)         2500.     (f) VERT ANG    3  
 CZ1963
 CZ1963.Superseded values are not recommended for survey control.
 CZ1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1963.See file dsdata.txt to determine how the superseded data were derived.
 CZ1963
 CZ1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8621784751(NAD 83)
 CZ1963_MARKER: DS = TRIANGULATION STATION DISK
 CZ1963_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1963
 CZ1963  HISTORY     - Date     Condition        Report By
 CZ1963  HISTORY     - 1935     MONUMENTED       CGS
 CZ1963  HISTORY     - 1959     MARK NOT FOUND   CGS
 CZ1963  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ1963  HISTORY     - 1962     GOOD             CGS
 CZ1963  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 CZ1963
 CZ1963                          STATION DESCRIPTION
 CZ1963
 CZ1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1963'ON THE HIGHEST POINT OF THE LOW RIDGE WHICH FORMS THE MOST
 CZ1963'NORTHERN END OF THE CHAIN OF LOW RIDGES RUNNING NORTH FROM
 CZ1963'THE TUCSON MOUNTAINS, ABOUT 1 MILE, AIR LINE SOUTH OF THE
 CZ1963'TOWN OF RILLITO, WHICH IS ON STATE HIGHWAY NO. 84 ABOUT 23
 CZ1963'MILES NORTHWEST OF TUCSON.  MARKED BY A STANDARD BRONZE DISK
 CZ1963'REFERENCE MARK NO. 1, A STANDARD
 CZ1963'BRONZE REFERENCE DISK IS 8.832 METERS (28.98
 CZ1963'FEET) FROM STATION.  REFERENCE MARK
 CZ1963'NO. 2, A STANDARD BRONZE REFERENCE DISK IS 7.932
 CZ1963'METERS (26.02 FEET) FROM STATION.
 CZ1963'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE
 CZ1963'DISK IS 0.1 MILE SOUTH OF RAILROAD SIGNAL NO.
 CZ1963'967.3 ON THE SOUTH SIDE OF HIGHWAY NO. 84, IN A
 CZ1963'CONCRETE CULVERT ABUTMENT.
 CZ1963
 CZ1963                          STATION RECOVERY (1959)
 CZ1963
 CZ1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1963'STATION MARK AND REFERENCE MARK NO.2 HAS BEEN DESTROYED AT
 CZ1963'THIS STATION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 CZ1963'FOUND IN GOOD CONDITION.
 CZ1963
 CZ1963                          STATION RECOVERY (1960)
 CZ1963
 CZ1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1963'STATION WAS RECOVERED AS DESCRIBED AND THE AZIMUTH MARK AND
 CZ1963'REFERENCE MARK WERE FOUND IN GOOD CONDITION.  THE DISKS
 CZ1963'HAD BEEN KNOCKED OFF OF THE STATION MARK AND REFERENCE MARK 1
 CZ1963'BUT THE STEMS OF BOTH MARKS WERE SOLIDLY EMBEDDED IN CONCRETE
 CZ1963'SO WERE MARKED WITH A PUNCH HOLE IN THE CENTER OF THE STEMS
 CZ1963'AND USED.
 CZ1963'
 CZ1963'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--REACHED FROM
 CZ1963'THE ENTRANCE TO THE ARIZONA PORTLAND CEMENT COMPANY AT RILLITO,
 CZ1963'BY GOING SOUTHEAST ON STATE HIGHWAY 84 FOR 0.7 MILES TO A
 CZ1963'CONCRETE CULVERT ON THE LEFT IN THE NORTHWEST BOUND LANE
 CZ1963'OF HIGHWAY 84 AND AZIMUTH MARK IN THE SOUTHWEST HEADWALL OF
 CZ1963'THE CULVERT, CONTINUE SOUTHEAST ON HIGHWAY 84 FOR 0.8 MILE
 CZ1963'TO A SIDE ROAD RIGHT (AVRA ROAD), TURN RIGHT FOR 1.1 MILES
 CZ1963'TO THE WEST END OF BRIDGE OVER THE SANTA CRUZ RIVER AND END
 CZ1963'OF TRUCK TRAVEL.  PACK SOUTHERLY UP STEEP HILL TO HIGHEST
 CZ1963'POINT AND STATION.  ABOUT 15 MINUTES PACK.
 CZ1963
 CZ1963                          STATION RECOVERY (1962)
 CZ1963
 CZ1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1963'WHEN THE STATION WAS RECOVERED IN 1960 IT WAS FOUND THAT
 CZ1963'THE DISKS HAD BEEN BROKEN OFF THE STATION MARK AND REFERENCE
 CZ1963'MARK 1, BUT AS THE STEMS OF THE MARKS WERE SOLIDLY CEMENTED
 CZ1963'IN DRILL HOLES IN BEDROCK A PUNCH MARK WAS MADE IN THE CENTER
 CZ1963'OF EACH STEM AND WERE USED.  REFERENCE MARK 2 AND THE AZIMUTH
 CZ1963'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CZ1963'
 CZ1963'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS 23 MILES
 CZ1963'NORTHWEST OF TUCSON, 1 MILE SOUTH OF THE VILLAGE OF RILLITO, 1/2
 CZ1963'MILE SOUTH OF THE RILLITO, PORTLAND CEMENT COMPANY PLANT,
 CZ1963'ON THE HIGHEST POINT OF A PROMINENT EAST-WEST RIDGE PROJECTING
 CZ1963'ABOVE THE SOUTH BANK OF THE SANTA CRUZ RIVER AT THE EXTREME
 CZ1963'NORTH END OF THE TUCSON MOUNTAINS.
 CZ1963'
 CZ1963'TO REACH THE STATION FROM THE POST OFFICE AT RILLITO, DRIVE
 CZ1963'SOUTHEAST ON STATE HIGHWAYS 84 AND 93 FOR 0.8 MILE TO THE
 CZ1963'AZIMUTH MARK ON THE LEFT IN THE WEST HEADWALL CURB OF A
 CZ1963'CULVERT IN THE NORTHWEST-BOUND LANE OF THE HIGHWAY.  CONTINUE
 CZ1963'SOUTHEAST ON THE HIGHWAY FOR 0.85 MILE TO THE AVRA VALLEY ROAD
 CZ1963'ON THE RIGHT.  TURN RIGHT AND DRIVE WEST ON THE AVRA VALLEY
 CZ1963'ROAD FOR 1.25 MILES TO THE WEST END OF THE BRIDGE OVER THE
 CZ1963'SANTA CRUZ RIVER, THE STATION HILL ON THE LEFT AND THE END
 CZ1963'OF TRUCK TRAVEL.  PACK SOUTH UP THE STEEP SLOPE FOR ABOUT
 CZ1963'15 MINUTES TO THE HIGHEST POINT AND STATION.
 CZ1963'
 CZ1963'THE STATION MARK IS A PUNCHED HOLE IN THE CENTER OF THE STEM
 CZ1963'OF A STANDARD BRONZE DISK WHICH IS CEMENTED IN A DRILL HOLE
 CZ1963'IN BEDROCK THAT PROJECTS ABOUT 1 FOOT ABOVE THE SURROUNDING
 CZ1963'SURFACE AND IS ABOUT 3 FEET SQUARE.
 CZ1963'
 CZ1963'REFERENCE MARK 1 IS A PUNCHED HOLE IN THE CENTER OF THE
 CZ1963'STEM OF A STANDARD BRONZE DISK WHICH IS CEMENTED IN A DRILL HOLE
 CZ1963'IN BEDROCK.  IT IS ON THE SOUTHWEST SLOPE OF THE HILL, ABOUT
 CZ1963'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 CZ1963'
 CZ1963'REFERENCE MARK 2, A STANDARD DISK STAMPED RILLITO NO 2 1935,
 CZ1963'IS CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ON THE NORTHWEST
 CZ1963'SLOPE OF THE HILL, ABOUT 2 FEET LOWER IN ELEVATION THAN
 CZ1963'THE STATION MARK.
 CZ1963'
 CZ1963'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 CZ1963'RILLITO AZIMUTH NO 3 1935.  IT IS CEMENTED IN A DRILL HOLE
 CZ1963'IN THE APPROXIMATE CENTER OF THE WEST CONCRETE HEADWALL
 CZ1963'CURB OF A CONCRETE CULVERT BENEATH THE NORTHWEST BOUND LANE
 CZ1963'OF STATE HIGHWAYS 84 AND 93, 16.4 FEET SOUTHWEST OF THE CENTER
 CZ1963'OF THE HIGHWAY.
 CZ1963'
 CZ1963'INTERVENING ROCKS BETWEEN THE STATION MARK AND REFERENCE MARKS
 CZ1963'1 AND 2 BLOCKED THE HORIZONTAL LINES.  SLOPE MEASUREMENTS TO
 CZ1963'THE REFERENCE MARKS WERE MADE AND THE DISTANCES REDUCED TO A
 CZ1963'HORIZONTAL PLANE.
 CZ1963
 CZ1963                          STATION RECOVERY (1975)
 CZ1963
 CZ1963'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 CZ1963'RECOVERED BY BLANTON AND CO.
 CZ1963'
 CZ1963'THE BRONZE DISK HAS BEEN REMOVED.  CONCRETE BASE INTACT.
 CZ1963'STEM OF DISK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0520 ***********************************************************************
 CZ0520  DESIGNATION -  RILLITO AZ MK
 CZ0520  PID         -  CZ0520
 CZ0520  STATE/COUNTY-  AZ/PIMA
 CZ0520  USGS QUAD   -  MARANA (1992)
 CZ0520
 CZ0520                         *CURRENT SURVEY CONTROL
 CZ0520  ___________________________________________________________________
 CZ0520* NAD 83(1986)-  32 24 24.     (N)    111 08 15.     (W)     SCALED    
 CZ0520* NAVD 88     -       631.727  (meters)    2072.59   (feet)  ADJUSTED  
 CZ0520  ___________________________________________________________________
 CZ0520  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ0520  DYNAMIC HT  -         630.889 (meters)    2069.84  (feet)  COMP
 CZ0520  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 CZ0520
 CZ0520  VERT ORDER  -  FIRST     CLASS II
 CZ0520
 CZ0520.The horizontal coordinates were scaled from a topographic map and have
 CZ0520.an estimated accuracy of +/- 6 seconds.
 CZ0520
 CZ0520.The orthometric height was determined by differential leveling
 CZ0520.and adjusted in June 1991.
 CZ0520
 CZ0520.The geoid height was determined by GEOID03.
 CZ0520
 CZ0520.The dynamic height is computed by dividing the NAVD 88
 CZ0520.geopotential number by the normal gravity value computed on the
 CZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0520.degrees latitude (g = 980.6199 gals.).
 CZ0520
 CZ0520.The modeled gravity was interpolated from observed gravity values.
 CZ0520
 CZ0520;                    North         East    Units  Estimated Accuracy
 CZ0520;SPC AZ C     -   156,230.      286,650.      MT  (+/- 180 meters Scaled)
 CZ0520
 CZ0520                          SUPERSEDED SURVEY CONTROL
 CZ0520
 CZ0520  NGVD 29 (??/??/92)  631.106  (m)         2070.55   (f) ADJ UNCH    1 2
 CZ0520
 CZ0520.Superseded values are not recommended for survey control.
 CZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0520.See file dsdata.txt to determine how the superseded data were derived.
 CZ0520
 CZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA870855(NAD 83)
 CZ0520_MARKER: DR = REFERENCE MARK DISK
 CZ0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0520_SP_SET: CULVERT
 CZ0520_STAMPING: RILLITO AZIMUTH NO. 3 1935
 CZ0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0520+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0520
 CZ0520  HISTORY     - Date     Condition        Report By
 CZ0520  HISTORY     - 1935     MONUMENTED       CGS
 CZ0520  HISTORY     - 1952     GOOD             NGS
 CZ0520  HISTORY     - 1960     GOOD             NGS
 CZ0520  HISTORY     - 1980     GOOD             NGS
 CZ0520  HISTORY     - 19960207 GOOD             USPSQD
 CZ0520  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0520
 CZ0520                          STATION DESCRIPTION
 CZ0520
 CZ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0520'0.9 MI SE FROM RILLITO.
 CZ0520'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 84 AND SOUTHERN PACIFIC
 CZ0520'RAILROAD FROM THE RAILROAD STATION AT RILLITO, AT RAILROAD MILEAGE
 CZ0520'POLE 967.58 IN TOP OF THE SOUTHWEST HEADWALL OF A LARGE DOUBLE
 CZ0520'BOX-TYPE CONCRETE HIGHWAY CULVERT, 81.5 FEET WEST OF AND ACROSS
 CZ0520'HIGHWAY FROM TELEGRAPH POLE 4, 16 FEET SOUTHWEST OF THE CENTERLINE OF
 CZ0520'THE NORTHWEST BOUND HIGHWAY TRAFFIC LANE, 11 FEET SOUTHEAST OF THE
 CZ0520'NORTHWEST END OF THE HEADWALL AND ABOUT 1/2 FOOT HIGHER THAN THE
 CZ0520'HIGHWAY IN ELEVATION.
 CZ0520
 CZ0520                          STATION RECOVERY (1960)
 CZ0520
 CZ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0520'RECOVERED IN GOOD CONDITION.
 CZ0520
 CZ0520                          STATION RECOVERY (1980)
 CZ0520
 CZ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0520'26.2 KILOMETERS (16.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0520'RAILROAD FROM THE STATION AT TUCSON, AT RAILROAD MILEAGE 967.58,
 CZ0520'IN THE TOP AND CENTER OF THE SOUTHWEST HEADWALL OF A DOUBLE BOX
 CZ0520'CULVERT UNDER THE FRONTAGE ROAD (OLD U. S. HIGHWAY 84), 44.0 METERS
 CZ0520'(144 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 METERS (16 FEET)
 CZ0520'SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 3.5 METERS (11.5 FEET)
 CZ0520'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 CZ0520'THE MARK IS 0.2 M ABOVE THE ROAD.
 CZ0520
 CZ0520                          STATION RECOVERY (1996)
 CZ0520
 CZ0520'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0520'RECOVERED IN GOOD CONDITION.
 CZ0520
 CZ0520                          STATION RECOVERY (2006)
 CZ0520
 CZ0520'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1962 ***********************************************************************
 CZ1962  DESIGNATION -  RILLITO PORTLAND CEMENT CO TK
 CZ1962  PID         -  CZ1962
 CZ1962  STATE/COUNTY-  AZ/PIMA
 CZ1962  USGS QUAD   -  MARANA (1992)
 CZ1962
 CZ1962                         *CURRENT SURVEY CONTROL
 CZ1962  ___________________________________________________________________
 CZ1962* NAD 83(1992)-  32 24 36.21863(N)    111 08 54.53590(W)     ADJUSTED  
 CZ1962* NAVD 88     -              **(meters)            **(feet)            
 CZ1962  ___________________________________________________________________
 CZ1962  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 CZ1962  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1962  HORZ ORDER  -  THIRD
 CZ1962
 CZ1962.The horizontal coordinates were established by classical geodetic methods
 CZ1962.and adjusted by the National Geodetic Survey in August 1993.
 CZ1962
 CZ1962
 CZ1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1962
 CZ1962.The geoid height was determined by GEOID03.
 CZ1962
 CZ1962;                    North         East     Units Scale Factor Converg.
 CZ1962;SPC AZ C     -   156,593.905   285,616.950   MT  0.99996436   +0 24 42.3
 CZ1962;SPC AZ C     -   513,759.53    937,063.48   iFT  0.99996436   +0 24 42.3
 CZ1962;UTM  12      - 3,585,899.002   486,037.834   MT  0.99960240   -0 04 46.5
 CZ1962
 CZ1962                          SUPERSEDED SURVEY CONTROL
 CZ1962
 CZ1962  NAD 83(1986)-  32 24 36.21646(N)    111 08 54.53490(W) AD(       ) 4
 CZ1962  NAD 27      -  32 24 35.95500(N)    111 08 52.17500(W) AD(       ) 3
 CZ1962
 CZ1962.Superseded values are not recommended for survey control.
 CZ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1962.See file dsdata.txt to determine how the superseded data were derived.
 CZ1962
 CZ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8603885899(NAD 83)
 CZ1962_MARKER: 53 = ELEVATED TANK
 CZ1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1962+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 CZ1962
 CZ1962  HISTORY     - Date     Condition        Report By
 CZ1962  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ1962  HISTORY     - 1962     GOOD             CGS
 CZ1962  HISTORY     - 1971     GOOD             NGS
 CZ1962  HISTORY     - 19960204 GOOD             USPSQD
 CZ1962  HISTORY     - 20051105 GOOD             GEOCAC
 CZ1962  HISTORY     - 20061223 GOOD             GEOCAC
 CZ1962
 CZ1962                          STATION DESCRIPTION
 CZ1962
 CZ1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1962'THE STATION, A 4-LEGGED STEEL STRUCTURE PAINTED ALUMINUM
 CZ1962'COLOR IS IN THE SOUTH PART OF THE VILLAGE OF RILLITO.  IT HAS
 CZ1962'AN OVER-ALL HEIGHT OF 145 FEET AND THE BALL AT THE APEX WAS
 CZ1962'THE POINT OBSERVED UPON.
 CZ1962'
 CZ1962'TO REACH THE STATION FROM THE POST OFFICE AT CORTARO GO
 CZ1962'NORTHWEST ON STATE HIGHWAY 84 FOR 5.2 MILES TO A DRIVE WAY
 CZ1962'LEADING TO THE CEMENT PLANT ON THE LEFT, TURN LEFT AND
 CZ1962'GO SOUTHWEST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CZ1962
 CZ1962                          STATION RECOVERY (1962)
 CZ1962
 CZ1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1962'THE STATION IS LOCATED AT THE PORTLAND CEMENT CO. PLANT AT
 CZ1962'RILLITO.
 CZ1962'
 CZ1962'IT IS A CIRCULAR TANK, SUPPORTED BY A 4-LEGGED STEEL STRUCTURE
 CZ1962'WHICH IS PAINTED SILVER IN COLOR AND IS 124 FEET HIGH, AN ANTENNA
 CZ1962'AT THE APEX WAS THE POINT INTERSECTED.
 CZ1962
 CZ1962                          STATION RECOVERY (1971)
 CZ1962
 CZ1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1962'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1960.
 CZ1962
 CZ1962                          STATION RECOVERY (1996)
 CZ1962
 CZ1962'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1962'RECOVERED IN GOOD CONDITION.
 CZ1962
 CZ1962                          STATION RECOVERY (2005)
 CZ1962
 CZ1962'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ1962'RECOVERED IN GOOD CONDITION.
 CZ1962
 CZ1962                          STATION RECOVERY (2006)
 CZ1962
 CZ1962'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0689 ***********************************************************************
 FQ0689  DESIGNATION -  RIM
 FQ0689  PID         -  FQ0689
 FQ0689  STATE/COUNTY-  AZ/COCONINO
 FQ0689  USGS QUAD   -  WILLOWS CAMP (1989)
 FQ0689
 FQ0689                         *CURRENT SURVEY CONTROL
 FQ0689  ___________________________________________________________________
 FQ0689* NAD 83(1992)-  35 48 58.91184(N)    111 37 54.20626(W)     ADJUSTED  
 FQ0689* NAVD 88     -      1957.     (meters)    6421.     (feet)  SCALED    
 FQ0689  ___________________________________________________________________
 FQ0689  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 FQ0689  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0689  HORZ ORDER  -  FIRST
 FQ0689
 FQ0689.The horizontal coordinates were established by classical geodetic methods
 FQ0689.and adjusted by the National Geodetic Survey in August 1993.
 FQ0689
 FQ0689.The orthometric height was scaled from a topographic map.
 FQ0689
 FQ0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0689
 FQ0689.The geoid height was determined by GEOID03.
 FQ0689
 FQ0689;                    North         East     Units Scale Factor Converg.
 FQ0689;SPC AZ C     -   534,176.685   239,108.374   MT  0.99990817   +0 10 00.3
 FQ0689;SPC AZ C     - 1,752,548.18    784,476.29   iFT  0.99990817   +0 10 00.3
 FQ0689;UTM  12      - 3,963,765.001   442,932.149   MT  0.99964013   -0 22 10.9
 FQ0689
 FQ0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0689!SPC AZ C     -   0.99969661  x   0.99990817  =   0.99960481
 FQ0689!UTM  12      -   0.99969661  x   0.99964013  =   0.99933685
 FQ0689
 FQ0689|---------------------------------------------------------------------|
 FQ0689| PID    Reference Object                     Distance      Geod. Az  |
 FQ0689|                                                           dddmmss.s |
 FQ0689| CH3194 RIM RM 2                             15.003 METERS 00456     |
 FQ0689| FR0872 PHOENIX WILLIAMS AWY BCN 38 A       APPROX.85.9 KM 2172538.3 |
 FQ0689| CH3192 RIM AZ MK                                          2323231.3 |
 FQ0689| CH3193 RIM RM 1                             12.865 METERS 27751     |
 FQ0689|---------------------------------------------------------------------|
 FQ0689
 FQ0689                          SUPERSEDED SURVEY CONTROL
 FQ0689
 FQ0689  NAD 83(1986)-  35 48 58.91379(N)    111 37 54.20391(W) AD(       ) 1
 FQ0689  NAD 27      -  35 48 58.92266(N)    111 37 51.65371(W) AD(       ) 1
 FQ0689
 FQ0689.Superseded values are not recommended for survey control.
 FQ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0689.See file dsdata.txt to determine how the superseded data were derived.
 FQ0689
 FQ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4293263765(NAD 83)
 FQ0689_MARKER: DS = TRIANGULATION STATION DISK
 FQ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0689
 FQ0689  HISTORY     - Date     Condition        Report By
 FQ0689  HISTORY     - 1936     MONUMENTED       CGS
 FQ0689  HISTORY     - 1955     GOOD             CGS
 FQ0689  HISTORY     - 1959     GOOD             USGS
 FQ0689  HISTORY     - 1972     GOOD             AZHD
 FQ0689  HISTORY     - 1974     GOOD             NGS
 FQ0689
 FQ0689                          STATION DESCRIPTION
 FQ0689
 FQ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0689'AT THE SOUTHEAST CORNER OF TUSAYAN NATIONAL FOREST, ON A HIGH
 FQ0689'AND ROLLING MESA SPARSELY COVERED WITH STUNTED JUNIPER AND PINON
 FQ0689'TREES, NEAR THE SOUTH RIM OF THE MESA, 0.35 MILE NORTHEAST ALONG
 FQ0689'THE RIM FROM THE GRAY MOUNTAIN GRADED ROAD, 200 FEET NORTH OF
 FQ0689'THE SOUTH RIM OF THE MESA, 150 FEET WEST OF THE WEST EDGE OF A
 FQ0689'DRAW FORMING A DEEP INDENTATION INTO THE MESA AND DUE NORTH OF
 FQ0689'THE ROCKY MOUTH OF THE DRAW, IN RANGE WITH SAN FRANCISCO PEAK
 FQ0689'AND A LOW GAP IN THE NORTHERN HORIZON.  STATION MARK
 FQ0689'SET IN CONCRETE POSTS.
 FQ0689'
 FQ0689'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, IN RANGE
 FQ0689'WITH A STUNTED TREE 150 FEET DISTANT.
 FQ0689'
 FQ0689'REFERENCE MARK NO. 2 IS NORTH BY EAST OF THE STATION, TOWARDS THE
 FQ0689'RIM OF THE DRAW.
 FQ0689'
 FQ0689'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST-SOUTHWEST OF
 FQ0689'THE STATION, ABOUT 1/8 MILE NORTHEAST OF THE GRADED ROAD, 150
 FQ0689'YARDS WEST OF A TALL (BARE) TREE, AT THE SOUTH EDGE OF THE BREAK
 FQ0689'FROM THE HIGHEST LEVEL OF THE MESA, 14 YARDS EAST OF A SMALL
 FQ0689'TREE AT THE EDGE OF THE SLOPE.
 FQ0689'
 FQ0689'TO REACH THE STATION FROM THE TRADING POST AT CAMERON, GO
 FQ0689'SOUTH ON U.S. HIGHWAY 89 FOR 1.5 MILES AND TURN RIGHT ON STATE
 FQ0689'HIGHWAY 64 AT JUNCTION, THENCE WEST ON THE HIGHWAY FOR 19.3
 FQ0689'MILES, OR 0.3 MILE AFTER PASSING A GROUP OF GRAY-PAINTED
 FQ0689'BUILDINGS ON THE RIGHT, AND TURN LEFT ON GRAVEL ROAD AT SIGN
 FQ0689'GRAY MOUNTAIN TRUCK TRAIL, THENCE SOUTHERLY OVER THE MOUNTAIN
 FQ0689'ON THE MAIN GRADED ROAD FOR 10.4 MILES, OR 1.2 MILES AFTER
 FQ0689'CROSSING SMALL WOODEN BRIDGE, AND TURN SHARP LEFT WITH THE
 FQ0689'MAIN GRADED ROAD, THENCE 0.5 MILE TO THE POINT WHERE THE ROAD
 FQ0689'DROPS DOWN OVER THE MESA RIM.  TURN LEFT OFF THE ROAD HERE
 FQ0689'AND GO NORTHEAST ALONG THE RIM FOR 0.35 MILE TO THE STATION,
 FQ0689'JUST SOUTHWEST OF THE DEEP DRAW.
 FQ0689'
 FQ0689'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FQ0689
 FQ0689                          STATION RECOVERY (1955)
 FQ0689
 FQ0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0689'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 FQ0689'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 FQ0689'ADEQUATE, BUT THE STATION CAN BE REACHED MORE CONVENIENTLY FROM
 FQ0689'THE GRAY MOUNTAIN TRADING POST ON U.S. HIGHWAY 89 N OF FLAGSTAFF.
 FQ0689'
 FQ0689'FROM THE TRADING POST, GO DUE W ON THE MAIN-TRAVELED GRADED ROAD
 FQ0689'FOR APPROXIMATELY 3.0 MI. TO A FENCE.  PASS THROUGH THE FENCE
 FQ0689'AND TAKE THE EXTREME LEFT FORK PARALLELING THE FENCE FOR 0.3 MI.
 FQ0689'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE ON THE
 FQ0689'MAIN-TRAVELED ROAD ACROSS SEVERAL WASHES AND THROUGH A CANYON.
 FQ0689'AFTER CLIMBING THE N CANYON WALL FOLLOW THE MAIN-TRAVELED ROAD
 FQ0689'APPROXIMATELY PARALLELING THE CANYON PAST A LONG LOW EARTH DAM,
 FQ0689'THENCE UP A SHALLOW WASH AND INTO THE FOOTHILLS OF A HIGH
 FQ0689'RIDGE.  THE ROAD PASSES ACROSS THE HEAD OF A DEEP NW-SE CANYON
 FQ0689'ON A SADDLE.  FROM THE SADDLE CONTINUE UP THE W SIDE OF
 FQ0689'THE CANYON WALL ON THE GRADED ROAD FOR APPROXIMATELY 2.0 MI.
 FQ0689'TO THE SUMMIT AND THE STATION SITE AS DESCRIBED.  THE DISTANCE
 FQ0689'FROM GRAY MOUNTAIN TRADING POST TO THE STATION IS
 FQ0689'APPROXIMATELY 15 MI.
 FQ0689
 FQ0689                          STATION RECOVERY (1959)
 FQ0689
 FQ0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FQ0689'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  NOT
 FQ0689'OCCUPIED, USED ONLY FOR AZIMUTH CHECK.  RMS AGREE WITH NGS.
 FQ0689
 FQ0689                          STATION RECOVERY (1972)
 FQ0689
 FQ0689'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 FQ0689'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0689'
 FQ0689'TO REACH AS PER DESCRIPTION.
 FQ0689'
 FQ0689'STATION MARK DESTROYED BY POWER LINE GRADING.
 FQ0689'
 FQ0689'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 FQ0689'
 FQ0689'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME NOTE--R.M. 1
 FQ0689'TARGETED.
 FQ0689
 FQ0689                          STATION RECOVERY (1974)
 FQ0689
 FQ0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0689'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 FQ0689'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 FQ0689'MARK WAS DESTROYED DURING CONSTRUCTION OF A STEEL POWER LINE
 FQ0689'TOWER.  THE DISTANCE TO REFERENCE MARK 2 WAS IN ERROR BY 1 METER.
 FQ0689'A NEW SURFACE STATION MARK WAS SET AT THIS TIME.
 FQ0689'
 FQ0689'THE STATION MARK IS A STANDARD DISK STAMPED, RIM 1936 1974.  IT
 FQ0689'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 FQ0689'THE GROUND SURFACE.  THE MARK IS ON THE SOUTH SIDE OF THE LAST
 FQ0689'POWER LINE TOWER ON THE EAST SIDE OF THE MESA.
 FQ0689'
 FQ0689'THE 1936 ROUTE TO THE STATION WAS USED AT THIS TIME AND FOUND TO
 FQ0689'BE ADEQUATE.
 FQ0689'
 FQ0689'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0689'
 FQ0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0689'10 MILES WEST-NORTHWEST GRAY MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0318 ***********************************************************************
 GQ0318  DESIGNATION -  RIM
 GQ0318  PID         -  GQ0318
 GQ0318  STATE/COUNTY-  AZ/MOHAVE
 GQ0318  USGS QUAD   -  S B POINT (1988)
 GQ0318
 GQ0318                         *CURRENT SURVEY CONTROL
 GQ0318  ___________________________________________________________________
 GQ0318* NAD 83(1992)-  36 20 40.57303(N)    112 51 10.60555(W)     ADJUSTED  
 GQ0318* NAVD 88     -      1793.73   (+/-2cm)    5884.9    (feet)  VERTCON   
 GQ0318  ___________________________________________________________________
 GQ0318  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 GQ0318  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 GQ0318  HORZ ORDER  -  FIRST
 GQ0318  VERT ORDER  -  THIRD ? (See Below)
 GQ0318
 GQ0318.The horizontal coordinates were established by classical geodetic methods
 GQ0318.and adjusted by the National Geodetic Survey in June 1998.
 GQ0318
 GQ0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0318.The vertical order pertains to the NGVD 29 superseded value.
 GQ0318
 GQ0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0318
 GQ0318.The geoid height was determined by GEOID03.
 GQ0318
 GQ0318;                    North         East     Units Scale Factor Converg.
 GQ0318;SPC AZ W     -   593,140.398   293,883.971   MT  1.00001320   +0 31 54.0
 GQ0318;SPC AZ W     - 1,945,998.68    964,186.26   iFT  1.00001320   +0 31 54.0
 GQ0318;SPC AZ C     -   593,154.014   129,317.682   MT  0.99998700   -0 33 17.7
 GQ0318;SPC AZ C     - 1,946,043.35    424,270.61   iFT  0.99998700   -0 33 17.7
 GQ0318;UTM  12      - 4,023,764.923   333,719.258   MT  0.99994067   -1 05 54.2
 GQ0318
 GQ0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0318!SPC AZ W     -   0.99972226  x   1.00001320  =   0.99973545
 GQ0318!SPC AZ C     -   0.99972226  x   0.99998700  =   0.99970926
 GQ0318!UTM  12      -   0.99972226  x   0.99994067  =   0.99966294
 GQ0318
 GQ0318|---------------------------------------------------------------------|
 GQ0318| PID    Reference Object                     Distance      Geod. Az  |
 GQ0318|                                                           dddmmss.s |
 GQ0318| CH3196 RIM RM 2                             13.098 METERS 12940     |
 GQ0318| CH3197 RIM RM 3 AZIMUTH                                   14507     |
 GQ0318| CH3195 RIM RM 1                              9.432 METERS 19624     |
 GQ0318| GQ0319 TUCKUP                              APPROX. 9.8 KM 2485339.1 |
 GQ0318|---------------------------------------------------------------------|
 GQ0318
 GQ0318                          SUPERSEDED SURVEY CONTROL
 GQ0318
 GQ0318  NAD 83(1992)-  36 20 40.57303(N)    112 51 10.60555(W) AD(       ) 1
 GQ0318  NAD 83(1986)-  36 20 40.56492(N)    112 51 10.60126(W) AD(       ) 1
 GQ0318  NAD 27      -  36 20 40.63400(N)    112 51 07.89700(W) AD(       ) 1
 GQ0318  NGVD 29 (07/19/86) 1792.85   (m)         5882.0    (f) LEVELING    3  
 GQ0318
 GQ0318.Superseded values are not recommended for survey control.
 GQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0318.See file dsdata.txt to determine how the superseded data were derived.
 GQ0318
 GQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3371923765(NAD 83)
 GQ0318_MARKER: DS = TRIANGULATION STATION DISK
 GQ0318_SETTING: 80 = SET IN A BOULDER
 GQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0318+STABILITY: SURFACE MOTION
 GQ0318
 GQ0318  HISTORY     - Date     Condition        Report By
 GQ0318  HISTORY     - 1933     MONUMENTED       USGS
 GQ0318  HISTORY     - 1934     GOOD             USGS
 GQ0318  HISTORY     - 1953     GOOD             CGS
 GQ0318  HISTORY     - 1956     GOOD             USGS
 GQ0318  HISTORY     - 1972     GOOD             AZHD
 GQ0318
 GQ0318                          STATION DESCRIPTION
 GQ0318
 GQ0318'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0318'LOCATED AT SOUTHERN END OF KANAB PLATEAU, ON SECOND OR TOP BENCH
 GQ0318'OF RIM N. OF GRAND CANYON, E. OF TUCKUP CANYON AND OPPOSITE MOUTH
 GQ0318'OF CATARACT CANYON, ON NORTH SIDE OF SHORT SIDE CANYON WHICH
 GQ0318'LEADS JUST E. OF STATION AND RUNS SOUTHWESTERLY, 80 FT. W. OF
 GQ0318'HIGHEST POINT ON ROUND, FLAT-TOPPED POINT WHICH IS CONSIDERABLY
 GQ0318'HIGHER THAN RIDGE IMMEDIATELY TO N., ABOUT 20 FT. N. OF RIM ROCK.
 GQ0318'POINT WAS COVERED WITH SCATTERED GROWTH OF JUNIPER AND PINON
 GQ0318'WHICH WAS CLEARED FROM TOP EXCEPT ONE LONE PINON TREE LEFT AS
 GQ0318'SIGNAL.
 GQ0318'
 GQ0318'TO REACH FROM EARTH TANK IN HEAD OF TUCKUP CANYON, FOLLOW DIM
 GQ0318'SHEEP-HERDERS RD. 6 MI S.
 GQ0318'
 GQ0318'STATION MARK--STANDARD TABLET STAMPED---RIM 1933---, CEMENTED IN
 GQ0318'SQUARE-TOPPED, LIMESTONE ROCK EMBEDDED IN GROUND.
 GQ0318'
 GQ0318'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN RIM
 GQ0318'ROCK.
 GQ0318'
 GQ0318'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN RIM
 GQ0318'ROCK.
 GQ0318
 GQ0318                          STATION RECOVERY (1934)
 GQ0318
 GQ0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0318'STATION IS AT THE SOUTHERN END OF KANAB PLATEAU ON THE TOP
 GQ0318'BENCH OF THE N RIM OF THE GRAND CANYON, E OF TUCKUP CANYON
 GQ0318'AND OPPOSITE THE MOUTH OF CATARACT CANYON.  IT IS ON A ROUND
 GQ0318'FLAT-TOPPED POINT 80 FEET W OF THE HIGHEST POINT.
 GQ0318'
 GQ0318'STATION MARK IS A U.S.G.S. BRONZE DISK SET IN A BURIED BOULDER.
 GQ0318'REFERENCE MARKS ARE U.S.G.S. BRONZE DISKS SET IN OUTCROPPING
 GQ0318'BEDROCK.
 GQ0318'
 GQ0318'REFERENCE MARK NO. 1 IS 9.460 METERS AND REFERENCE MARK NO. 2
 GQ0318'IS 13.100 METERS FROM STATION.  REFERENCE MARK NO. 3 (AZIMUTH
 GQ0318'MARK) IS ABOUT 0.5 MILE SE OF A ROCKY POINT OF THE LOWER
 GQ0318'CANYON RIM.  DISTANCES ARE FROM TRUE STATIONS.  THIS STATION
 GQ0318'WAS OCCUPIED ECCENTRIC.
 GQ0318'
 GQ0318'THE U.S.G.S. TARGET IS IN A TREE AT STATION CEDAR (U.S.G.S.)
 GQ0318'ABOUT 3 MILES NNE.
 GQ0318'
 GQ0318'REACHED FROM FREDONIA AS FOLLOWS--GO W ON THE PIPE SPRINGS
 GQ0318'ROAD 8.3 MILES, TURN LEFT, GO 3.9 MILES, GO THROUGH GATE, GO
 GQ0318'3.3, TAKE RIGHT FORK ON MAIN-TRAVELED ROAD, GO 10.3 MILES, TAKE
 GQ0318'LEFT FORK, GO 5.4 MILES TO HACKS RESERVOIR, GO 4.7 MILES
 GQ0318'TAKE LEFT FORK, GO 1.7 TAKE LEFT FORK, GO 4.0 MILES TO FINLEYS
 GQ0318'LOWER TANK.  CONTINUE ON MAIN-TRAVELED ROAD TO FINLEYS UPPER
 GQ0318'TANK AND SHACK.  TURN RIGHT (S) AT NE CORNER OF SHACK ON DEEP
 GQ0318'RUTTED ROAD, GO 1.6 TAKE RIGHT FORK, GO 1.4 TO ANOTHER TANK,
 GQ0318'GO 0.7 TAKE RIGHT FORK, GO 1.5 TO CLEARING, CROSS CLEARING
 GQ0318'AND GO 0.7 TO ANOTHER CLEARING, CROSS CLEARING TO SE CORNER,
 GQ0318'CONTINUE 0.5 TAKE RIGHT FORK, GO 0.8 TO A SIGN IN TREE
 GQ0318'(RIM AND CEDAR) TAKE RIGHT AS PER SIGN, GO 1.1 U.S.G.S.
 GQ0318'B.M. (FLAG IN TREE) GO 0.2 TAKE LEFT FORK, GO 1.6 TAKE RIGHT
 GQ0318'FORK, GO 1.0 MILE TO STATION.  THE SIGNAL IN TREE AT
 GQ0318'STATION CAN BE SEEN FOR ABOUT 2 MILES.  THE ROAD FROM FINLEYS
 GQ0318'UPPER TANK IS BAD AND WOULD BE IMPASSABLE IN WET WEATHER.
 GQ0318'LOCAL INFORMATION SHOULD BE OBTAINED BEFORE MAKING THIS TRIP.
 GQ0318'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS ESTABLISHED BY
 GQ0318'C.P., 1934.
 GQ0318
 GQ0318                          STATION RECOVERY (1953)
 GQ0318
 GQ0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0318'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 GQ0318'RIM 5883 1933 AND SET IN A DRILL HOLE IN A BOULDER, WAS
 GQ0318'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GQ0318'
 GQ0318'REFERENCE MARKS 1 AND 2, U.S. GEOLOGICAL SURVEY REFERENCE
 GQ0318'MARK DISKS STAMPED NO 1 AND NO 2, RESPECTIVELY, AND SET IN
 GQ0318'DRILL HOLES IN OUTCROPPING BEDROCK, WERE RECOVERED IN GOOD
 GQ0318'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WILL CHECK FROM
 GQ0318'MARK TO MARK, BUT IS NOT TRULY HORIZONTAL.  THE HORIZONTAL
 GQ0318'DISTANCE IS GIVEN BELOW.
 GQ0318'
 GQ0318'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED RIM
 GQ0318'NO 3 1934 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, WAS
 GQ0318'RECOVERED IN GOOD CONDITION.
 GQ0318'
 GQ0318'FROM PLOTTING THE REFERENCE MARKS, IT APPEARS THAT THE DIRECTION
 GQ0318'GIVEN ON THE 1934 LIST OF DIRECTIONS ARE FROM THE ECCENTRIC
 GQ0318'STATION.  ALSO THE AZIMUTH GIVEN FOR REFERENCE MARK 3 (AZIMUTH
 GQ0318'MARK) ON THE GEOGRAPHIC POSITION IS FROM THE ECCENTRIC STATION
 GQ0318'AND SHOULD BE CORRECTED ON THIS PUBLICATION.
 GQ0318'
 GQ0318'THE DIRECTIONS FROM THE TRUE STATION FOR THE REFERENCE MARKS
 GQ0318'ARE GIVEN BELOW.
 GQ0318'
 GQ0318'THE ORIGINAL TO REACH IS NOW OBSOLETE.  A NEW ONE IS GIVEN
 GQ0318'BELOW.
 GQ0318'
 GQ0318'TO REACH FROM THE CHECKING STATION AT THE SOUTH EDGE OF FREDONIA,
 GQ0318'GO NORTH ON U.S. HIGHWAY 89 FOR 0.05 MILE TO A DIRT ROAD LEFT.
 GQ0318'TURN LEFT AND GO WEST FOR 8.5 MILES TO A FORK.  TAKE THE LEFT
 GQ0318'FORK AND FOLLOW THE GRADED ROAD FOR 22.8 MILES TO A FORK.  TAKE
 GQ0318'THE RIGHT FORK AND GO 3.4 MILES TO A GATE.  PASS THROUGH THE
 GQ0318'GATE AND GO 1.5 MILES TO A GATE.  PASS THROUGH THE GATE, TAKE
 GQ0318'THE RIGHT FORK AND GO 4.2 MILES TO A CATTLE GUARD.  CROSS THE
 GQ0318'CATTLE GUARD AND CONTINUE ON THE MAIN ROAD FOR 1.1 MILES TO A
 GQ0318'REVERSE Y AND SIGN JUNES TANK.  TURN SHARP LEFT AND GO 0.45
 GQ0318'MILE TO A FORK ON SOUTH SIDE OF A RESERVOIR.  TAKE THE LEFT
 GQ0318'FORK AND GO 0.85 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GQ0318'GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.7 MILE
 GQ0318'TO A FORK ON THE SOUTH SIDE OF A CORRAL.  TAKE THE RIGHT
 GQ0318'FORK AND GO 100 YARDS TO A FORK.  TAKE THE LEFT FORK AND
 GQ0318'GO 2.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.7
 GQ0318'MILES TO A DIAGONAL CROSSROAD.  TURN RIGHT AND GO 0.2
 GQ0318'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.3 MILE TO A
 GQ0318'DIAGONAL CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO
 GQ0318'A DIAGONAL CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.5 MILES
 GQ0318'TO A GATE.  PASS THROUGH THE GATE AND GO 0.3 MILE TO A FORK.
 GQ0318'TAKE THE RIGHT FORK AND GO 0.1 MILE TO A DIM FORK.  TAKE THE
 GQ0318'RIGHT FORK AND FOLLOW THE DIM ROAD FOR 1.5 MILES TO A
 GQ0318'GATE.  PASS THROUGH THE GATE AND GO 0.6 MILE TO A DIM FORK.
 GQ0318'TAKE THE LEFT FORK AS PER SIGN KANAB PT. S.B. PT. AND GO
 GQ0318'0.5 MILE TO A FORK.  TAKE THE DIM LEFT FORK UP THE WASH
 GQ0318'FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE
 GQ0318'TO A FORK.  TAKE THE LEFT FORK AND GO 1.05 MILES TO A
 GQ0318'FORK.  TAKE THE RIGHT FORK AND GO 0.85 MILE TO A DIM FORK
 GQ0318'AT A SMALL CAIRN.  TAKE THE LEFT FORK AND GO 1.15 MILES
 GQ0318'TO A DIM FORK AT A TRIANGLE BLAZED TREE ON LEFT AND A TRIMMED
 GQ0318'TREE IN THE FORK.  TAKE THE LEFT FORK AND GO 0.55 MILE TO
 GQ0318'A DIM FORK AND TWO TRIMMED TREES.  TAKE THE RIGHT FORK AND GO
 GQ0318'1.1 MILES TO THE STATION.  A DRIVE STATION.
 GQ0318
 GQ0318                          STATION RECOVERY (1956)
 GQ0318
 GQ0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0318'RECOVERED IN GOOD CONDITION.
 GQ0318
 GQ0318                          STATION RECOVERY (1972)
 GQ0318
 GQ0318'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0318'GENERAL LOCATION ON SOUTHERN END OF KANAB PLATEAU ON TOP
 GQ0318'BENCH OF N. RIM - E. OF TUCKUP CANYON AND OPPOSITE MOUTH OF
 GQ0318'CATARACT CANYON
 GQ0318'
 GQ0318'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0318'
 GQ0318'STATION MARK STD USGS BC SET IN BURIED BOULDER
 GQ0318'
 GQ0318'REFERENCE MARKS STD USGS BC SET IN BEDROCK STAMPED NO 1
 GQ0318'AND NO 2 RESPECTIVELY COND. GOOD
 GQ0318'
 GQ0318'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0536 ***********************************************************************
 GP0536  DESIGNATION -  RIM
 GP0536  PID         -  GP0536
 GP0536  STATE/COUNTY-  AZ/COCONINO
 GP0536  USGS QUAD   -  TATAHATSO POINT (1988)
 GP0536
 GP0536                         *CURRENT SURVEY CONTROL
 GP0536  ___________________________________________________________________
 GP0536* NAD 83(1992)-  36 28 55.44718(N)    111 49 48.71489(W)     ADJUSTED  
 GP0536* NAVD 88     -      1673.9    (meters)    5492.     (feet)  VERTCON   
 GP0536  ___________________________________________________________________
 GP0536  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GP0536  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GP0536  HORZ ORDER  -  THIRD
 GP0536
 GP0536.The horizontal coordinates were established by classical geodetic methods
 GP0536.and adjusted by the National Geodetic Survey in August 1993.
 GP0536
 GP0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0536
 GP0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0536
 GP0536.The geoid height was determined by GEOID03.
 GP0536
 GP0536;                    North         East     Units Scale Factor Converg.
 GP0536;SPC AZ C     -   608,003.032   221,107.783   MT  0.99990074   +0 03 05.1
 GP0536;SPC AZ C     - 1,994,760.60    725,419.24   iFT  0.99990074   +0 03 05.1
 GP0536;UTM  12      - 4,037,739.424   425,633.438   MT  0.99966814   -0 29 37.1
 GP0536
 GP0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0536!SPC AZ C     -   0.99974094  x   0.99990074  =   0.99964170
 GP0536!UTM  12      -   0.99974094  x   0.99966814  =   0.99940916
 GP0536
 GP0536:                Primary Azimuth Mark                     Grid Az
 GP0536:SPC AZ C     -  BLUFF                                    185 09 15.1
 GP0536:UTM  12      -  BLUFF                                    185 41 57.3
 GP0536
 GP0536|---------------------------------------------------------------------|
 GP0536| PID    Reference Object                     Distance      Geod. Az  |
 GP0536|                                                           dddmmss.s |
 GP0536| GP0515 BLUFF                               APPROX.11.9 KM 1851220.2 |
 GP0536|---------------------------------------------------------------------|
 GP0536
 GP0536                          SUPERSEDED SURVEY CONTROL
 GP0536
 GP0536  NAD 83(1986)-  36 28 55.44517(N)    111 49 48.71076(W) AD(       ) 3
 GP0536  NGVD 29 (05/08/89) 1673.0    (m)         5489.     (f) VERT ANG    3  
 GP0536
 GP0536.Superseded values are not recommended for survey control.
 GP0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0536.See file dsdata.txt to determine how the superseded data were derived.
 GP0536
 GP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2563337739(NAD 83)
 GP0536_MARKER: DD = SURVEY DISK
 GP0536_SETTING: 80 = SET IN A BOULDER
 GP0536_SP_SET: PARTIALLY EXPOSED BOULDER
 GP0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0536+STABILITY: SURFACE MOTION
 GP0536
 GP0536  HISTORY     - Date     Condition        Report By
 GP0536  HISTORY     - 1953     MONUMENTED       USGS
 GP0536
 GP0536                          STATION DESCRIPTION
 GP0536
 GP0536'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0536'LOCATED ABOUT 7 MI WNW. OF SHINUMO ALTAR BUTTE, 1 MI E. OF
 GP0536'COLORADO RIVER.  NEAR EAST RIM OF COLORADO RIVER.
 GP0536'
 GP0536'TO REACH FROM CEDAR RIDGE TRADING POST ON U.S. HWY. 89, DRIVE 5.1
 GP0536'MI W. ON MAIN-TRAVELED DIRT RD. TO RESERVOIR.  CONTINUE 2.1 MI W.
 GP0536'TO RD. FORKS.  TAKE RIGHT FORK 2.9 MI TO INDIAN HOGANS, CONTINUE
 GP0536'10.6 MI PASSING SOUTH END OF SHINUMO ALTAR BUTTE TO T-RD. N.,
 GP0536'CONTINUE STRAIGHT AHEAD 0.7 MI W. TO T-RD. S.  TAKE RD. 1 MI S.
 GP0536'TO RD. FORKS, 170 FT W. OF RD. FORKS.
 GP0536'
 GP0536'STATION MARK--STANDARD TABLET STAMPED---RIM 1953---, CEMENTED IN
 GP0536'LARGE STONE BURIED FLUSH WITH GROUND.
 GP0536'
 GP0536'RM 1--COPPER NAIL AND WASHER CEMENTED IN LARGE STONE BURIED
 GP0536'FLUSH WITH GROUND.
 GP0536'
 GP0536'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN LARGE STONE
 GP0536'BURIED FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0685 ***********************************************************************
 ER0685  DESIGNATION -  RIM
 ER0685  PID         -  ER0685
 ER0685  STATE/COUNTY-  AZ/APACHE
 ER0685  USGS QUAD   -  CEADRO SPRING (1984)
 ER0685
 ER0685                         *CURRENT SURVEY CONTROL
 ER0685  ___________________________________________________________________
 ER0685* NAD 83(1992)-  34 46 59.65025(N)    109 14 18.99235(W)     ADJUSTED  
 ER0685* NAVD 88     -      1800.73   (+/-2cm)    5907.9    (feet)  VERTCON   
 ER0685  ___________________________________________________________________
 ER0685  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 ER0685  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ER0685  HORZ ORDER  -  SECOND
 ER0685  VERT ORDER  -  THIRD ? (See Below)
 ER0685
 ER0685.The horizontal coordinates were established by classical geodetic methods
 ER0685.and adjusted by the National Geodetic Survey in August 1993.
 ER0685
 ER0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0685.The vertical order pertains to the NGVD 29 superseded value.
 ER0685
 ER0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0685
 ER0685.The geoid height was determined by GEOID03.
 ER0685
 ER0685;                    North         East     Units Scale Factor Converg.
 ER0685;SPC AZ E     -   419,921.588   298,296.312   MT  0.99998889   +0 31 46.1
 ER0685;SPC AZ E     - 1,377,695.50    978,662.44   iFT  0.99998889   +0 31 46.1
 ER0685;UTM  12      - 3,850,418.662   661,161.494   MT  0.99992013   +1 00 18.2
 ER0685
 ER0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0685!SPC AZ E     -   0.99972105  x   0.99998889  =   0.99970994
 ER0685!UTM  12      -   0.99972105  x   0.99992013  =   0.99964120
 ER0685
 ER0685|---------------------------------------------------------------------|
 ER0685| PID    Reference Object                     Distance      Geod. Az  |
 ER0685|                                                           dddmmss.s |
 ER0685| CS5188 RIM RM 1                             10.060 METERS 00103     |
 ER0685| CS5189 RIM RM 2                             10.100 METERS 18248     |
 ER0685|---------------------------------------------------------------------|
 ER0685
 ER0685                          SUPERSEDED SURVEY CONTROL
 ER0685
 ER0685  NAD 83(1986)-  34 46 59.64758(N)    109 14 18.99908(W) AD(       ) 2
 ER0685  NGVD 29 (01/29/91) 1799.84   (m)         5905.0    (f) LEVELING    3  
 ER0685
 ER0685.Superseded values are not recommended for survey control.
 ER0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0685.See file dsdata.txt to determine how the superseded data were derived.
 ER0685
 ER0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6116150419(NAD 83)
 ER0685_MARKER: DS = TRIANGULATION STATION DISK
 ER0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0685+STABILITY: SURFACE MOTION
 ER0685
 ER0685  HISTORY     - Date     Condition        Report By
 ER0685  HISTORY     - 1982     MONUMENTED       AZDT
 ER0685
 ER0685                          STATION DESCRIPTION
 ER0685
 ER0685'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0685'THE STATION IS LOCATED 20-1/2 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0685'HIGHWAY 666 ON A LOW BANK.
 ER0685'
 ER0685'THE STATION MARK IS AN AZDT DISK STAMPED---RIM 1982---SET IN TOP OF A
 ER0685'10 INCH CONCRETE MONUMENT 75 FEET WEST OF THE CENTER LINE OF THE
 ER0685'HIGHWAY, 3 FEET SOUTHWEST OF THE WITNESS POST AND ON A LOW BANK.
 ER0685'
 ER0685'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RIM RM 1 1982---IT IS SET
 ER0685'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0685'
 ER0685'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RIM RM 2 1982---IT IS SET
 ER0685'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0685'
 ER0685'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS, TRAVEL EAST ON
 ER0685'U.S. HIGHWAY 80 AND STATE ROUTE 61 FOR 0.25 MILE TO THE JUNCTION WITH
 ER0685'U.S. HIGHWAY 666.  TRAVEL NORTHEAST ALONG U.S. 666 FOR 21.9 MILES
 ER0685'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1096 ***********************************************************************
 ES1096  DESIGNATION -  RIM LINE
 ES1096  PID         -  ES1096
 ES1096  STATE/COUNTY-  AZ/COCONINO
 ES1096  USGS QUAD   -  WOODS CANYON (1990)
 ES1096
 ES1096                         *CURRENT SURVEY CONTROL
 ES1096  ___________________________________________________________________
 ES1096* NAD 83(1992)-  34 17 06.55811(N)    110 53 22.24973(W)     ADJUSTED  
 ES1096* NAVD 88     -      2298.7    (meters)    7542.     (feet)  VERTCON   
 ES1096  ___________________________________________________________________
 ES1096  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 ES1096  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES1096  HORZ ORDER  -  FIRST
 ES1096
 ES1096.The horizontal coordinates were established by classical geodetic methods
 ES1096.and adjusted by the National Geodetic Survey in August 1993.
 ES1096
 ES1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1096
 ES1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1096
 ES1096.The geoid height was determined by GEOID03.
 ES1096
 ES1096;                    North         East     Units Scale Factor Converg.
 ES1096;SPC AZ C     -   364,759.029   307,927.446   MT  1.00001020   +0 34 43.1
 ES1096;SPC AZ C     - 1,196,715.97  1,010,260.65   iFT  1.00001020   +0 34 43.1
 ES1096;SPC AZ E     -   364,517.985   146,809.898   MT  0.99995458   -0 24 25.9
 ES1096;SPC AZ E     - 1,195,925.15    481,659.77   iFT  0.99995458   -0 24 25.9
 ES1096;UTM  12      - 3,793,779.660   510,168.942   MT  0.99960127   +0 03 44.1
 ES1096
 ES1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1096!SPC AZ C     -   0.99964308  x   1.00001020  =   0.99965327
 ES1096!SPC AZ E     -   0.99964308  x   0.99995458  =   0.99959767
 ES1096!UTM  12      -   0.99964308  x   0.99960127  =   0.99924449
 ES1096
 ES1096|---------------------------------------------------------------------|
 ES1096| PID    Reference Object                     Distance      Geod. Az  |
 ES1096|                                                           dddmmss.s |
 ES1096| CD2596 RIM LINE RM 1                         4.072 METERS 27611     |
 ES1096| CD2597 RIM LINE RM 2                         9.191 METERS 34239     |
 ES1096| CD2595 RIM LINE AZ MK                                     3520635.9 |
 ES1096|---------------------------------------------------------------------|
 ES1096
 ES1096                          SUPERSEDED SURVEY CONTROL
 ES1096
 ES1096  NAD 83(1986)-  34 17 06.55298(N)    110 53 22.25384(W) AD(       ) 1
 ES1096  NAD 27      -  34 17 06.40700(N)    110 53 19.79600(W) AD(       ) 1
 ES1096  NGVD 29 (08/03/87) 2297.7    (m)         7538.     (f) VERT ANG    3  
 ES1096
 ES1096.Superseded values are not recommended for survey control.
 ES1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1096.See file dsdata.txt to determine how the superseded data were derived.
 ES1096
 ES1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1016993780(NAD 83)
 ES1096_MARKER: DS = TRIANGULATION STATION DISK
 ES1096_SETTING: 66 = SET IN ROCK OUTCROP
 ES1096_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1096+STABILITY: POSITION/ELEVATION WELL
 ES1096
 ES1096  HISTORY     - Date     Condition        Report By
 ES1096  HISTORY     - 1938     MONUMENTED       CGS
 ES1096  HISTORY     - 1960     GOOD             USGS
 ES1096  HISTORY     - 1972     GOOD             AZHD
 ES1096  HISTORY     - 1984     GOOD             AZDT
 ES1096
 ES1096                          STATION DESCRIPTION
 ES1096
 ES1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1096'STATION IS ON EDGE OF MOGOLLON RIM ABOUT 19-1/2 MILES SW OF HEBER,
 ES1096'ABOUT 13 MILES N OF YOUNG, NEAR COCONINO-GILA COUNTY LINE AND S
 ES1096'EDGE OF SITGREAVE NATIONAL FOREST, ABOUT 1-1/2 MILES W OF
 ES1096'HEBER-YOUNG ROAD, ABOUT 1.0 MILE S OF RIM-ROAD, AND ABOUT 100 FEET
 ES1096'E OF EDGE OF RIM, THIS POINT BEING FIRST PROMINENT POINT OF RIM S
 ES1096'OF RIM-ROAD.
 ES1096'
 ES1096'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 ES1096'IN OUTCROPPING BEDROCK.
 ES1096'
 ES1096'TO REACH STATION FROM JUNCTION OF HEBER-YOUNG ROAD AND RIM-ROAD,
 ES1096'WHICH IS 22-1/2 MILES S OF HEBER AND 26.0 MILES N OF YOUNG, GO W
 ES1096'ON RIM-ROAD 0.95 MILE TO FIRST DRY LAKE BED ON L (BARE OPEN FLAT
 ES1096'IN TIMBER).  TURN L, S, ACROSS FLAT ABOUT 0.25 MILE TO EDGE OF
 ES1096'TIMBER, END OF TRUCK TRAVEL.  FROM HERE HEAD WSW THROUGH OPEN
 ES1096'TIMBER ABOUT 0.3 MILE TO A SMALL CANYON.  CONTINUE STRAIGHT
 ES1096'AHEAD ABOUT 1.0 MILE TO EDGE OF RIM AND STATION.
 ES1096'
 ES1096'AZIMUTH MARK IS ABOUT 0.6 MILE FROM AND 50 FEET LOWER THAN STATION
 ES1096'NNW, SET IN TWO-FOOT LEDGE OF ROCK 6 PACES FROM EXTREME EDGE OF
 ES1096'RIM AND 6 FEET N OF TWO TRIANGLE BLAZES, EIGHT FEET LOWER THAN
 ES1096'GENERAL LEVEL OF MESA, AND ABOUT 125 YARDS S OF RIM-ROAD.  TO
 ES1096'REACH FROM JUNCTION OF RIM-ROAD AND HEBER-YOUNG ROAD GO W ON
 ES1096'RIM-ROAD 1.8 MILES, TURN L TO EDGE OF RIM AND MARK.
 ES1096'
 ES1096'REFERENCE MARK NO. 1 IS SET IN LEDGE ROCK ABOUT ONE FOOT LOWER
 ES1096'THAN STATION, W BY N.  REFERENCE MARK NO. 2 IS SET IN LEDGE ROCK
 ES1096'ABOUT SAME ELEVATION AS STATION, N BY W.
 ES1096
 ES1096                          STATION RECOVERY (1960)
 ES1096
 ES1096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1096'RECOVERED IN GOOD CONDITION.
 ES1096'
 ES1096'NOTE--IN 1960 AREA WAS LOGGED.  AT THAT TIME IT WAS POSSIBLE TO
 ES1096'DRIVE TRUCK TO POINT ABOUT 300 FT. E. OF STATION.
 ES1096
 ES1096                          STATION RECOVERY (1972)
 ES1096
 ES1096'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1096'GENERAL LOCATION AS PER DESCRIPTION
 ES1096'
 ES1096'TO REACH AS PER DESCRIPTION
 ES1096'
 ES1096'STATION MARK IN AND GOOD
 ES1096'
 ES1096'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 ES1096'
 ES1096'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
 ES1096
 ES1096                          STATION RECOVERY (1984)
 ES1096
 ES1096'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1096'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ES1096'AS DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES1096'
 ES1096'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES1096'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR ABOUT 21 MILES
 ES1096'TO YOUNG ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH ALONG YOUNG
 ES1096'ROAD FOR 0.9 MILE TO THE OLD RIM ROAD ON THE RIGHT, CONTINUE SOUTH ON
 ES1096'YOUNG ROAD FOR 1.4 MILES TO A DIRT TRAIL ROAD ON THE RIGHT.  TURN
 ES1096'RIGHT AND TRAVEL WEST ON MAIN TRAIL FOR 2.5 MILES TO A POWER LINE
 ES1096'CROSSING.  TURN LEFT ALONG THE POWER LINE FOR 0.1 MILE TO EDGE OF RIM
 ES1096'AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0269 ***********************************************************************
 GO0269  DESIGNATION -  RIM RESET
 GO0269  PID         -  GO0269
 GO0269  STATE/COUNTY-  AZ/APACHE
 GO0269  USGS QUAD   -  RED CORNFIELD MESA (1982)
 GO0269
 GO0269                         *CURRENT SURVEY CONTROL
 GO0269  ___________________________________________________________________
 GO0269* NAD 83(1992)-  36 16 47.24922(N)    109 19 06.96564(W)     ADJUSTED  
 GO0269* NAVD 88     -      2163.0    (meters)    7096.     (feet)  VERTCON   
 GO0269  ___________________________________________________________________
 GO0269  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 GO0269  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 GO0269  HORZ ORDER  -  THIRD
 GO0269
 GO0269.The horizontal coordinates were established by classical geodetic methods
 GO0269.and adjusted by the National Geodetic Survey in August 1993.
 GO0269
 GO0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0269
 GO0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0269
 GO0269.The geoid height was determined by GEOID03.
 GO0269
 GO0269;                    North         East     Units Scale Factor Converg.
 GO0269;SPC AZ E     -   585,889.547   289,546.888   MT  0.99997149   +0 30 06.7
 GO0269;SPC AZ E     - 1,922,209.80    949,956.98   iFT  0.99997149   +0 30 06.7
 GO0269;UTM  12      - 4,016,293.491   651,009.898   MT  0.99988097   +0 59 42.4
 GO0269
 GO0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0269!SPC AZ E     -   0.99966371  x   0.99997149  =   0.99963521
 GO0269!UTM  12      -   0.99966371  x   0.99988097  =   0.99954472
 GO0269
 GO0269:                Primary Azimuth Mark                     Grid Az
 GO0269:SPC AZ E     -  INDIAN                                   227 01 35.7
 GO0269:UTM  12      -  INDIAN                                   226 32 00.0
 GO0269
 GO0269|---------------------------------------------------------------------|
 GO0269| PID    Reference Object                     Distance      Geod. Az  |
 GO0269|                                                           dddmmss.s |
 GO0269| GO0257 INDIAN                              APPROX.11.7 KM 2273142.4 |
 GO0269|---------------------------------------------------------------------|
 GO0269
 GO0269                          SUPERSEDED SURVEY CONTROL
 GO0269
 GO0269  NAD 83(1986)-  36 16 47.25088(N)    109 19 06.96457(W) AD(       ) 3
 GO0269  NGVD 29 (08/22/88) 2162.0    (m)         7093.     (f) VERT ANG    3  
 GO0269
 GO0269.Superseded values are not recommended for survey control.
 GO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0269.See file dsdata.txt to determine how the superseded data were derived.
 GO0269
 GO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF5101016293(NAD 83)
 GO0269_MARKER: DS = TRIANGULATION STATION DISK
 GO0269_SETTING: 80 = SET IN A BOULDER
 GO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0269+STABILITY: SURFACE MOTION
 GO0269
 GO0269  HISTORY     - Date     Condition        Report By
 GO0269  HISTORY     - 1949     MONUMENTED       USGS
 GO0269  HISTORY     - 1955     GOOD             USGS
 GO0269  HISTORY     - 1978     MARK NOT FOUND   USGS
 GO0269
 GO0269                          STATION DESCRIPTION
 GO0269
 GO0269'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0269'STATION MARK RESET, REFERENCE MARK 1 DISTURBED,
 GO0269'RM 2 TABLET REMOVED.  FLAT-HEADED BRASS SCREW WAS SET 1.0 FT
 GO0269'BELOW GROUND FOR SUB-SURFACE MARK.
 GO0269'
 GO0269'STATION MARK--STANDARD TABLET STAMPED---RIM RESET 1949---.
 GO0269'
 GO0269'RM 2--COPPER NAIL CEMENTED IN OLD DRILL HOLE TO REPLACE TABLET.
 GO0269'
 GO0269'RM 3--1/4-INCH BOLT CEMENTED IN ROCK, 0.2 FT LOWER THAN STATION
 GO0269'MARK.  (CALLED RIM ECCENTRIC)
 GO0269'
 GO0269'LOCATED 19.1 MI NE. OF CHINLE INDIAN SCHOOL, 0.6 MI SE. OF
 GO0269'CHINLE-LUKACHUKAI RD., 0.4 MI N. OF DEEP CANYON.  ON EXTREME SOUTH
 GO0269'END OF TIMBERED RIDGE, ABOUT 4 FT LOWER THAN BREAK AT SOUTH
 GO0269'SLOPE, 30 FT BACK (N.) OF RIMROCK.
 GO0269'
 GO0269'TO REACH FROM CHINLE, DRIVE 18.5 MI NE. ALONG CHINLE-LUKACHUKAI
 GO0269'RD. TO DIM RD. S. (RIGHT) JUST AFTER MAIN RD. PASSES OVER DIVIDE
 GO0269'BETWEEN TWO LOW HILLS.  FOLLOW DIM RD. SSE. 0.3 MI TO TOP OF
 GO0269'TIMBERED RIDGE.  FOLLOW S. ALONG TOP OF RIDGE 0.3 MI TO STATION.
 GO0269
 GO0269                          STATION RECOVERY (1955)
 GO0269
 GO0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0269'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 GO0269
 GO0269                          STATION RECOVERY (1978)
 GO0269
 GO0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GO0269'1978 RECV FROM FORM 9-1165--STATION MARK AND RMS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0984 ***********************************************************************
 EU0984  DESIGNATION -  RIMO
 EU0984  PID         -  EU0984
 EU0984  STATE/COUNTY-  AZ/LA PAZ
 EU0984  USGS QUAD   -  PARKER SE (1970)
 EU0984
 EU0984                         *CURRENT SURVEY CONTROL
 EU0984  ___________________________________________________________________
 EU0984* NAD 83(1992)-  34 02 07.49691(N)    114 18 46.22202(W)     ADJUSTED  
 EU0984* NAVD 88     -       161.5    (meters)     530.     (feet)  VERTCON   
 EU0984  ___________________________________________________________________
 EU0984  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 EU0984  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EU0984  HORZ ORDER  -  FIRST
 EU0984
 EU0984.The horizontal coordinates were established by classical geodetic methods
 EU0984.and adjusted by the National Geodetic Survey in August 1993.
 EU0984
 EU0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0984
 EU0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0984
 EU0984.The geoid height was determined by GEOID03.
 EU0984
 EU0984;                    North         East     Units Scale Factor Converg.
 EU0984;SPC AZ W     -   336,735.977   161,386.937   MT  0.99996662   -0 18 54.1
 EU0984;SPC AZ W     - 1,104,776.83    529,484.70   iFT  0.99996662   -0 18 54.1
 EU0984;SPC CA 5     -   565,635.959 2,340,419.598   MT  0.99999955   +2 06 06.2
 EU0984;SPC CA 5     - 1,855,757.31  7,678,526.63   sFT  0.99999955   +2 06 06.2
 EU0984;SPC CA 6     -   708,919.170 2,178,884.744   MT  1.00002895   +1 03 52.2
 EU0984;SPC CA 6     - 2,325,845.64  7,148,557.70   sFT  1.00002895   +1 03 52.2
 EU0984;UTM  11      - 3,769,340.373   748,084.654   MT  1.00035876   +1 30 17.2
 EU0984
 EU0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0984!SPC AZ W     -   0.99997958  x   0.99996662  =   0.99994620
 EU0984!SPC CA 5     -   0.99997958  x   0.99999955  =   0.99997913
 EU0984!SPC CA 6     -   0.99997958  x   1.00002895  =   1.00000853
 EU0984!UTM  11      -   0.99997958  x   1.00035876  =   1.00033833
 EU0984
 EU0984:                Primary Azimuth Mark                     Grid Az
 EU0984:SPC AZ W     -  PARKER INDIAN AGENCY WATER TK            003 05 07.8
 EU0984:SPC CA 5     -  PARKER INDIAN AGENCY WATER TK            000 40 07.5
 EU0984:SPC CA 6     -  PARKER INDIAN AGENCY WATER TK            001 42 21.5
 EU0984:UTM  11      -  PARKER INDIAN AGENCY WATER TK            001 15 56.5
 EU0984
 EU0984|---------------------------------------------------------------------|
 EU0984| PID    Reference Object                     Distance      Geod. Az  |
 EU0984|                                                           dddmmss.s |
 EU0984| EU0969 PARKER INDIAN AGENCY WATER TK       APPROX.12.6 KM 0024613.7 |
 EU0984| EU0979 PARKER CITY WATER TANK              APPROX.12.7 KM 0092653.3 |
 EU0984| CC6354 RIMO RM 2                            13.209 METERS 08624     |
 EU0984| CC6355 RIMO RM 3                                          2555949.7 |
 EU0984| CC6353 RIMO RM 1                             8.723 METERS 34143     |
 EU0984|---------------------------------------------------------------------|
 EU0984
 EU0984                          SUPERSEDED SURVEY CONTROL
 EU0984
 EU0984  NAD 83(1986)-  34 02 07.49708(N)    114 18 46.22734(W) AD(       ) 1
 EU0984  NAD 27      -  34 02 07.43600(N)    114 18 43.40500(W) AD(       ) 1
 EU0984  NGVD 29 (07/19/86)  160.9    (m)          528.     (f) VERT ANG    3  
 EU0984
 EU0984.Superseded values are not recommended for survey control.
 EU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0984.See file dsdata.txt to determine how the superseded data were derived.
 EU0984
 EU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4808569340(NAD 83)
 EU0984_MARKER: DS = TRIANGULATION STATION DISK
 EU0984_SETTING: 0 = UNSPECIFIED SETTING
 EU0984
 EU0984  HISTORY     - Date     Condition        Report By
 EU0984  HISTORY     - 1935     MONUMENTED       CGS
 EU0984  HISTORY     - 1948     GOOD             CGS
 EU0984  HISTORY     - 1970     GOOD             USGS
 EU0984
 EU0984                          STATION DESCRIPTION
 EU0984
 EU0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0984'STATION IS LOCATED ABOUT 7 MILES AIR LINE DUE S OF THE TOWN OF
 EU0984'PARKER AND 7 MILES E OF THE COLORADO RIVER.  IT IS ON TOP OF THE
 EU0984'FIRST MESA E OF THE RIVER AND JUST N OF A LARGE INDENTATION IN
 EU0984'THE MESA RIM, S OF THE MOST WESTERLY POINT OF THE RIM.  IT IS AT
 EU0984'THE HEAD OF THE THIRD WASH S OF THIS WESTERN POINT OF THE RIM.
 EU0984'
 EU0984'ALL STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EU0984'IN THE TOP OF 4-INCH IRON PIPES FILLED WITH CONCRETE.
 EU0984'
 EU0984'THE AZIMUTH MARK (REFERENCE MARK NO. 3) IS LOCATED 3/8-MILE
 EU0984'W IN THE FLAT.  IT SHOWS UP THROUGH THE WASH FOLLOWED ENROUTE
 EU0984'TO THE STATION.
 EU0984'
 EU0984'REACHED FROM PARKER AS FOLLOWS--GO S ON THE BOUSE ROAD 4.3 MILES
 EU0984'TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AT THE CROSS ROAD 0.5 MILE.
 EU0984'TAKE LEFT FORK AND GO 3.1 MILES.  TURN LEFT OFF THE ROAD AND GO
 EU0984'0.2 MILE TOWARD THE MOUTH OF A WASH AND THE END OF TRUCK TRAVEL.
 EU0984'FROM HERE CONTINUE ON FOOT UP THE WASH TO ITS HEAD AND THE
 EU0984'STATION.  A 10-MINUTE PACK.
 EU0984
 EU0984                          STATION RECOVERY (1948)
 EU0984
 EU0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EU0984'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EU0984'
 EU0984'STATION IS LOCATED ABOUT 7 MILES AIR LINE DUE SOUTH OF THE TOWN
 EU0984'OF PARKER AND 7 MILES EAST OF THE COLORADO RIVER.  IT IS ON THE
 EU0984'FIRST MESA EAST OF THE RIVER AND JUST NORTH OF A LARGE INDENTATION
 EU0984'IN THE MESA RIM, SOUTH OF THE MOST WESTERLY POINT OF THE RIM.
 EU0984'IT IS AT THE HEAD OF THE THIRD WASH SOUTH OF THIS WESTERN POINT
 EU0984'OF THE RIM.  THE STATION MARK IS A BRONZE DISK SET IN THE TOP
 EU0984'OF A 4-INCH IRON PIPE FILLED WITH CONCRETE, AND IS STAMPED,
 EU0984'RIMO 1935.  MARK PROJECTS 5 INCHES.
 EU0984'
 EU0984'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 EU0984'OF A 4-INCH IRON PIPE AT ABOUT THE SAME ELEVATION AS THE
 EU0984'STATION.  IT IS STAMPED, RIMO NO 1 1935, AND PROJECTS 6 INCHES.
 EU0984'
 EU0984'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 EU0984'OF A 4-INCH IRON PIPE AT ABOUT THE SAME ELEVATION AS THE
 EU0984'STATION.  IT IS STAMPED, RIMO NO 2 1935, AND PROJECTS 4 INCHES.
 EU0984'
 EU0984'THE AZIMUTH MARK IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 EU0984'4-INCH IRON PIPE WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS
 EU0984'STAMPED, RIMO NO 3 1935, IS 3 FEET EAST OF A WHITE WITNESS POST
 EU0984'AND ABOUT 0.3 MILE WEST OF THE STATION.
 EU0984'
 EU0984'REACHED FROM THE ROAD LEADING NORTHWESTERLY OFF STATE HIGHWAY
 EU0984'72 ABOUT 5 MILES SOUTH OF PARKER AND 0.4 MILE NORTH OF MILE POST
 EU0984'7 ALONG HIGHWAY, BY GOING NORTHWESTERLY ON BLADED ROAD FOR 2.2
 EU0984'MILES TO A GRADED ROAD.  TURN LEFT, WEST.  AND CONTINUE 0.6 MILE
 EU0984'TO CROSSROAD.  CONTINUE STRAIGHT AHEAD 1.3 MILE TO A WOODEN
 EU0984'BRIDGE ACROSS CANAL.  TURN LEFT BEFORE CROSSING BRIDGE AND
 EU0984'CONTINUE ALONG THE EAST SIDE OF THE CANAL 1.15 MILE TO LOCKS IN
 EU0984'CANAL.  TURN LEFT AND CONTINUE 0.05 MILE TO DIKE.  TURN RIGHT
 EU0984'ON DIKE AND CONTINUE 2.8 MILES TO THE END OF THE DIKE
 EU0984'(STATION IS DUE EAST FROM THIS POINT).  CONTINUE AHEAD ALONG
 EU0984'THE CANAL 0.6 MILE TO BLADED ROAD LEADING TO THE SOUTH.
 EU0984'TURN LEFT, SOUTH, ON BLADED ROAD AND CONTINUE 1.15 MILE TO DIM
 EU0984'TRACK LEADING TO LEFT, NORTH.  TURN LEFT ON DIM TRACK ACROSS
 EU0984'FLAT AND GO NORTHEASTERLY 0.35 MILE TO Y IN TRACK
 EU0984'ROAD.  KEEP LEFT, NORTH, AND CONTINUE 0.4 MILE TO OLD WELL ON
 EU0984'RIGHT.  CONTINUE AHEAD 0.3 MILE.  TURN RIGHT, EAST, ACROSS
 EU0984'COUNTRY 0.3 MILE TO BASE OF RIM AND END OF TRUCK TRAVEL.  PACK
 EU0984'UP RIDGE TO LEFT OF SMALL WASH TO TOP OF RIM AND STATION
 EU0984'SITE.  ABOUT A 10-MINUTE PACK.
 EU0984
 EU0984                          STATION RECOVERY (1970)
 EU0984
 EU0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (AET)
 EU0984'TO REACH FROM POLICE STATION AT PARKER, ARIZONA, DRIVE WEST TO
 EU0984'SOUTH FOR 1.5 MILES, TURN RIGHT ON THE POSTON PARKER HWY., DRIVE
 EU0984'FOR 9.5 MILES TO EDDY RD., TURN LEFT, DRIVE FOR 1.5 MILES, CROSS
 EU0984'A CANAL, TURN RIGHT AND FOLLOW CANAL FOR 0.5 MILES, CROSS WOODEN
 EU0984'BRIDGE AND PASS THROUGH WIRE GATE, TURN LEFT AND TRAVEL 2.0 MILES
 EU0984'TO A TRACK ROAD, TURN LEFT AT 0.8 MILES, PASS CORRAL ON RIGHT,
 EU0984'CONTINUE ON NORTH TO EAST FOR 1.0 MILES TO BASE OF A LOW RIDGE,
 EU0984'FOLLOW RIDGE TO TOP OF MESA 0.7 MILES CIRCLING TO THE RIGHT,
 EU0984'CROSSING HEAD OF VERY SANDY DRAIN, FOLLOW RIDGE SOUTH TO
 EU0984'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1019 ***********************************************************************
 ES1019  DESIGNATION -  RIMROCK
 ES1019  PID         -  ES1019
 ES1019  STATE/COUNTY-  AZ/YAVAPAI
 ES1019  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES1019
 ES1019                         *CURRENT SURVEY CONTROL
 ES1019  ___________________________________________________________________
 ES1019* NAD 83(1992)-  34 39 50.08840(N)    111 46 41.91374(W)     ADJUSTED  
 ES1019* NAVD 88     -      1150.     (meters)    3773.     (feet)  SCALED    
 ES1019  ___________________________________________________________________
 ES1019  LAPLACE CORR-           7.67  (seconds)                    DEFLEC99
 ES1019  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 ES1019  HORZ ORDER  -  SECOND
 ES1019
 ES1019.The horizontal coordinates were established by classical geodetic methods
 ES1019.and adjusted by the National Geodetic Survey in August 1993.
 ES1019
 ES1019.The orthometric height was scaled from a topographic map.
 ES1019
 ES1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1019
 ES1019.The geoid height was determined by GEOID03.
 ES1019
 ES1019;                    North         East     Units Scale Factor Converg.
 ES1019;SPC AZ C     -   406,302.050   226,040.545   MT  0.99990198   +0 04 43.3
 ES1019;SPC AZ C     - 1,333,011.98    741,602.84   iFT  0.99990198   +0 04 43.3
 ES1019;UTM  12      - 3,836,048.867   428,688.032   MT  0.99966268   -0 26 33.7
 ES1019
 ES1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1019!SPC AZ C     -   0.99982353  x   0.99990198  =   0.99972553
 ES1019!UTM  12      -   0.99982353  x   0.99966268  =   0.99948627
 ES1019
 ES1019|---------------------------------------------------------------------|
 ES1019| PID    Reference Object                     Distance      Geod. Az  |
 ES1019|                                                           dddmmss.s |
 ES1019| CH3198 RIMROCK RM 1                          8.317 METERS 22249     |
 ES1019| ES0574 MCGUIREVILLE                        APPROX. 4.2 KM 2343105.4 |
 ES1019| CH3199 RIMROCK RM 2                         14.110 METERS 29943     |
 ES1019|---------------------------------------------------------------------|
 ES1019
 ES1019                          SUPERSEDED SURVEY CONTROL
 ES1019
 ES1019  NAD 83(1986)-  34 39 50.08307(N)    111 46 41.91022(W) AD(       ) 2
 ES1019  NAD 27      -  34 39 49.99960(N)    111 46 39.36900(W) AD(       ) 2
 ES1019
 ES1019.Superseded values are not recommended for survey control.
 ES1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1019.See file dsdata.txt to determine how the superseded data were derived.
 ES1019
 ES1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2868836049(NAD 83)
 ES1019_MARKER: DS = TRIANGULATION STATION DISK
 ES1019_SETTING: 66 = SET IN ROCK OUTCROP
 ES1019
 ES1019  HISTORY     - Date     Condition        Report By
 ES1019  HISTORY     - 1959     MONUMENTED       CGS
 ES1019  HISTORY     - 1960     GOOD             CGS
 ES1019  HISTORY     - 1979     GOOD             AZDT
 ES1019
 ES1019                          STATION DESCRIPTION
 ES1019
 ES1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1019'THE STATION IS LOCATED ON THE HIGHEST PART OF A FLAT TOPPED
 ES1019'HILL THAT IS ABOUT 3-1/2 MILES WEST OF THE U.S. FOREST SERVICE
 ES1019'GUARD STATION AT BEAVER CREEK, 8 MILES NORTHEAST OF CAMP VERDE
 ES1019'AND 2 MILES NORTHWEST OF THE POST OFFICE AT RIMROCK.
 ES1019'
 ES1019'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1019'NORTHWEST ON THE OLD HIGHWAY FOR 4.8 MILES TO ITS JUNCTION WITH
 ES1019'STATE HIGHWAY 79, TURN RIGHT, AND GO NORTHERLY ON STATE
 ES1019'HIGHWAY 79 FOR 1.2 MILES TO A Y-FORK, TAKE THE RIGHT FORK,
 ES1019'PASS THROUGH THE SMALL VILLAGE OF MC GUIREVILLE AND GO
 ES1019'NORTHEAST ON THE GRAVELED ROAD FOR 1.2 MILES TO A Y-FORK,
 ES1019'TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON THE GRAVELED
 ES1019'ROAD FOR 1.1 MILES TO A DIM T-ROAD LEFT, TURN LEFT, NORTH,
 ES1019'GO 0.6 MILE ON THE TRACK ROAD TO A POINT WHERE THE ROAD
 ES1019'CROSSES THE SECOND LARGE WASH AND THE END OF TRUCK TRAVEL.
 ES1019'FROM HERE PACK WEST TO THE TOP OF THE ROCK RIM AND THEN WEST
 ES1019'ON THE TOP OF THE RIM FOR ABOUT 0.3 MILE AND THE
 ES1019'STATION.
 ES1019'
 ES1019'THE STATION MARK, STAMPED RIMROCK 1959, IS A STANDARD DISK
 ES1019'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS 3.2
 ES1019'FEET NORTH OF A WITNESS POST.
 ES1019'
 ES1019'REFERENCE MARK NO. 1, STAMPED RIMROCK NO 1 1959, IS A
 ES1019'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES1019'AND IS 24 FEET SOUTH OF A WITNESS POST.
 ES1019'
 ES1019'REFERENCE MARK NO. 2, STAMPED RIMROCK NO 2 1959, IS A STANDARD
 ES1019'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 ES1019'43.6 FEET WEST OF A WITNESS POST.
 ES1019'
 ES1019'THE DISTANCE BETWEEN THE REFERENCE MARK IS 48.2 FEET.
 ES1019'
 ES1019'TRIANGULATION STATION MC GUIREVILLE CAN BE USED FOR AN
 ES1019'AZIMUTH MARK.  (SEE DESCRIPTION THEREOF).
 ES1019
 ES1019                          STATION RECOVERY (1960)
 ES1019
 ES1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 ES1019'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  A NEW
 ES1019'TO REACH FOLLOWS--
 ES1019'
 ES1019'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1019'NORTHWEST ON THE OLD HIGHWAY FOR 4.8 MILES TO ITS JUNCTION WITH
 ES1019'STATE HIGHWAY 79, TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY
 ES1019'79 FOR ABOUT 1.2 MILES TO THE MC GUIREVILLE INTERCHANGE, THENCE
 ES1019'GO ABOUT 0.2 MILE TO THE GENERAL STORE IN MC GUIREVILLE, THENCE
 ES1019'CONTINUE IN A NORTHEASTERLY DIRECTION ALONG A GRADED ROAD 0.6
 ES1019'MILE TO A T-ROAD RIGHT, THENCE GO STRAIGHT AHEAD 0.7 MILE TO A
 ES1019'Y-FORK, TAKE LEFT FORK AND GO 0.55 MILE TO A ROAD LEFT
 ES1019'LEADING TO AN AIRSTRIP, KEEP ON MAIN TRAVELED ROAD 0.65 MILE
 ES1019'TO A T-ROAD NORTH.  THIS POINT IS ABOUT 200 FEET WEST OF A
 ES1019'PROMINENT DRY WASH.  TURN LEFT ON T-ROAD AND GO 0.6 MILE
 ES1019'TO A POINT WHERE THE ROAD CROSSES THE SECOND LARGE WASH AND
 ES1019'THE END OF TRUCK TRAVEL.  LEAVE TRUCK ON WEST SIDE OF WASH AND
 ES1019'PACK WEST TO THE TOP OF THE ROCK RIM, THEN WEST TO THE TOP
 ES1019'OF THE HILL AND THE STATION.
 ES1019
 ES1019                          STATION RECOVERY (1979)
 ES1019
 ES1019'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1019'THE STATION WAS RECOVERED AS DESCRIBED IN 1959.  NO DISTANCES OR
 ES1019'ANGLES WERE MEASURED AT THIS TIME.  A NEW ROUTE TO THE STATION
 ES1019'FOLLOWS.
 ES1019'
 ES1019'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE TRAVEL WES
 ES1019'AND NORTHWEST ON THE ROAD TO COTTONWOOD FOR 2.3 MILES TO THE I-17
 ES1019'INTERCHANGE.  TURN RIGHT ONTO I-17 AND TRAVEL NORTH FOR 9.4 MILES T-
 ES1019'A REST AREA AND END OF TRUCK TRAVEL.  PACK SOUTH ACROSS THE MESA FOR
 ES1019'ABOUT 3800 FEET TO THE STATION ON THE SOUTHWEST END OF THE MESA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1795 ***********************************************************************
 DU1795  DESIGNATION -  RIN
 DU1795  PID         -  DU1795
 DU1795  STATE/COUNTY-  AZ/MARICOPA
 DU1795  USGS QUAD   -  BOULDER MTN (1964)
 DU1795
 DU1795                         *CURRENT SURVEY CONTROL
 DU1795  ___________________________________________________________________
 DU1795* NAD 83(1992)-  33 50 12.68444(N)    111 28 04.36732(W)     ADJUSTED  
 DU1795* NAVD 88     -      1051.0    (meters)    3448.     (feet)  VERTCON   
 DU1795  ___________________________________________________________________
 DU1795  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 DU1795  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DU1795  HORZ ORDER  -  SECOND
 DU1795
 DU1795.The horizontal coordinates were established by classical geodetic methods
 DU1795.and adjusted by the National Geodetic Survey in August 1993.
 DU1795
 DU1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1795
 DU1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1795
 DU1795.The geoid height was determined by GEOID03.
 DU1795
 DU1795;                    North         East     Units Scale Factor Converg.
 DU1795;SPC AZ C     -   314,650.248   254,896.180   MT  0.99992126   +0 14 59.6
 DU1795;SPC AZ C     - 1,032,317.09    836,273.56   iFT  0.99992126   +0 14 59.6
 DU1795;UTM  12      - 3,744,165.646   456,709.703   MT  0.99962310   -0 15 37.9
 DU1795
 DU1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1795!SPC AZ C     -   0.99983938  x   0.99992126  =   0.99976066
 DU1795!UTM  12      -   0.99983938  x   0.99962310  =   0.99946255
 DU1795
 DU1795|---------------------------------------------------------------------|
 DU1795| PID    Reference Object                     Distance      Geod. Az  |
 DU1795|                                                           dddmmss.s |
 DU1795| DU1816 RIN RM 1                             10.492 METERS 07900     |
 DU1795| DU1817 RIN RM 2                             15.714 METERS 17730     |
 DU1795| DU1798 SCREW                               APPROX. 2.6 KM 2040455.4 |
 DU1795|---------------------------------------------------------------------|
 DU1795
 DU1795                          SUPERSEDED SURVEY CONTROL
 DU1795
 DU1795  NAD 83(1986)-  33 50 12.67703(N)    111 28 04.36964(W) AD(       ) 2
 DU1795  NGVD 29 (07/10/87) 1050.4    (m)         3446.     (f) VERT ANG    3  
 DU1795
 DU1795.Superseded values are not recommended for survey control.
 DU1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1795.See file dsdata.txt to determine how the superseded data were derived.
 DU1795
 DU1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5671044166(NAD 83)
 DU1795_MARKER: DS = TRIANGULATION STATION DISK
 DU1795_SETTING: 80 = SET IN A BOULDER
 DU1795_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1795+STABILITY: SURFACE MOTION
 DU1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1795+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 DU1795
 DU1795  HISTORY     - Date     Condition        Report By
 DU1795  HISTORY     - 1981     MONUMENTED       AZDT
 DU1795  HISTORY     - 20080608 GOOD             GEOCAC
 DU1795
 DU1795                          STATION DESCRIPTION
 DU1795
 DU1795'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1795'THE STATION IS LOCATED 2 MILES SOUTH OF SUNFLOWER AND ABOUT 500 FEET
 DU1795'EAST OF ARIZONA HIGHWAY 87.  IT IS ON TOP OF A LOW ROCKY HILL.
 DU1795'
 DU1795'THE STATION MARK IS AN AZDT DISK STAMPED---RIN 1981---SET IN A
 DU1795'DRILL HOLE IN A BOULDER 32 FEET SOUTHWEST OF A CAIRN.
 DU1795'
 DU1795'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RIN RM 1 1981---SET IN
 DU1795'A DRILL HOLE IN A BOULDER.
 DU1795'
 DU1795'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RIN RM 2 1981---SET IN
 DU1795'A DRILL HOLE IN A BOULDER.
 DU1795'
 DU1795'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1795'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL 0.6 MILE TO STATE
 DU1795'ROUTE 87.  TURN RIGHT AND CONTINUE SOUTH FOR 32.55 MILES TO THE SECOND
 DU1795'TURN OFF TO SUNFLOWER, CONTINUE SOUTH FOR 1.9 MILES TO
 DU1795'TRAFFIC PULLOUT ON THE LEFT AND END OF TRUCK TRAVEL.  PACK EAST ABOUT
 DU1795'500 FEET TO THE TOP OF A LOW ROCKY HILL AND THE STATION.
 DU1795
 DU1795                          STATION RECOVERY (2008)
 DU1795
 DU1795'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0740 ***********************************************************************
 FQ0740  DESIGNATION -  RINCON
 FQ0740  PID         -  FQ0740
 FQ0740  STATE/COUNTY-  AZ/NAVAJO
 FQ0740  USGS QUAD   -  RINCON RANCH (1986)
 FQ0740
 FQ0740                         *CURRENT SURVEY CONTROL
 FQ0740  ___________________________________________________________________
 FQ0740* NAD 83(1992)-  35 04 59.20441(N)    110 33 20.83062(W)     ADJUSTED  
 FQ0740* NAVD 88     -      1608.9    (meters)    5279.     (feet)  VERTCON   
 FQ0740  ___________________________________________________________________
 FQ0740  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 FQ0740  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FQ0740  HORZ ORDER  -  SECOND
 FQ0740
 FQ0740.The horizontal coordinates were established by classical geodetic methods
 FQ0740.and adjusted by the National Geodetic Survey in August 1993.
 FQ0740
 FQ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0740
 FQ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0740
 FQ0740.The geoid height was determined by GEOID03.
 FQ0740
 FQ0740;                    North         East     Units Scale Factor Converg.
 FQ0740;SPC AZ E     -   452,863.141   177,877.393   MT  0.99991551   -0 13 25.2
 FQ0740;SPC AZ E     - 1,485,771.46    583,587.25   iFT  0.99991551   -0 13 25.2
 FQ0740;UTM  12      - 3,882,350.195   540,494.346   MT  0.99962021   +0 15 19.2
 FQ0740
 FQ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0740!SPC AZ E     -   0.99975130  x   0.99991551  =   0.99966683
 FQ0740!UTM  12      -   0.99975130  x   0.99962021  =   0.99937160
 FQ0740
 FQ0740|---------------------------------------------------------------------|
 FQ0740| PID    Reference Object                     Distance      Geod. Az  |
 FQ0740|                                                           dddmmss.s |
 FQ0740| CD4784 RINCON RM 1                          12.779 METERS 04636     |
 FQ0740| CD4785 RINCON RM 2                          12.645 METERS 22549     |
 FQ0740| FQ0741 HALE                                APPROX. 2.3 KM 2255547.2 |
 FQ0740|---------------------------------------------------------------------|
 FQ0740
 FQ0740                          SUPERSEDED SURVEY CONTROL
 FQ0740
 FQ0740  NAD 83(1986)-  35 04 59.19890(N)    110 33 20.83331(W) AD(       ) 2
 FQ0740  NAD 27      -  35 04 59.13015(N)    110 33 18.36421(W) AD(       ) 2
 FQ0740  NGVD 29 (07/19/86) 1608.1    (m)         5276.     (f) VERT ANG    3  
 FQ0740
 FQ0740.Superseded values are not recommended for survey control.
 FQ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0740.See file dsdata.txt to determine how the superseded data were derived.
 FQ0740
 FQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4049482350(NAD 83)
 FQ0740_MARKER: DD = SURVEY DISK
 FQ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0740+STABILITY: SURFACE MOTION
 FQ0740
 FQ0740  HISTORY     - Date     Condition        Report By
 FQ0740  HISTORY     - 1979     MONUMENTED       AZDT
 FQ0740
 FQ0740                          STATION DESCRIPTION
 FQ0740
 FQ0740'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0740'THE STATION IS LOCATED 9 AIRLINE MILES NORTHEAST OF WINSLOW AND ALONG
 FQ0740'SR 87.
 FQ0740'
 FQ0740'THE STATION MARK IS A STANDARD AZDT DISK SET IN A ROUND CONCRETE POST
 FQ0740'STAMPED---RINCON-1980---SET FLUSH IN THE GROUND.  WITNESS POST AND SIG
 FQ0740'IS 3 FT SE.
 FQ0740'
 FQ0740'THE UNDERGROUND MARK IS A STANDART AZDT DISK SET IN CONCRETE 34 IN.
 FQ0740'BELOW THE SURFACE MARK AND STAMPED---RINCON---.
 FQ0740'
 FQ0740'REFERENCE MARK NO. 1 IS A STANDARD AZDT DISK SET IN CONCRETE, 41.9 FT
 FQ0740'ENE OF THE STATION MARK AND STAMPED---RINCON RM 1-1980---.
 FQ0740'
 FQ0740'REFERENCE MARK NO. 2 IS A STANDARD AZDT DISK SET IN CONCRETE. 41.5 FT
 FQ0740'WSW OF THE STATION MARK AND STAMPED---RINCON RM 2-1980---.
 FQ0740'
 FQ0740'AZIMUTH MARK WAS NOT SET.  STATION HALE MAY BE USED AS AZ MK.
 FQ0740'
 FQ0740'TO REACH FROM THE POST OFFICE IN WINSLOW GO SOUTH 1 BLOCK TO US 66.
 FQ0740'TURN LEFT AND GO EAST ON US 66 FOR 3.32 MILES TO THE JUNCTION OF US 66
 FQ0740'AND 87.  TURN LEFT AND TRAVEL NORTHEAST ON SR 87 FOR 7.15 MILES TO A
 FQ0740'HWY CUT.  STATION IS ON THE RIGHT. 97 FT SE OF THE CENTERLINE OF SR
 FQ0740'87.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1816 ***********************************************************************
 CZ1816  DESIGNATION -  RINCON CAIRN
 CZ1816  PID         -  CZ1816
 CZ1816  STATE/COUNTY-  AZ/PIMA
 CZ1816  USGS QUAD   -  RINCON PEAK (1981)
 CZ1816
 CZ1816                         *CURRENT SURVEY CONTROL
 CZ1816  ___________________________________________________________________
 CZ1816* NAD 83(1992)-  32 07 11.22767(N)    110 31 22.89471(W)     ADJUSTED  
 CZ1816* NAVD 88     -              **(meters)            **(feet)            
 CZ1816  ___________________________________________________________________
 CZ1816  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 CZ1816  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CZ1816  HORZ ORDER  -  THIRD
 CZ1816
 CZ1816.The horizontal coordinates were established by classical geodetic methods
 CZ1816.and adjusted by the National Geodetic Survey in August 1993.
 CZ1816
 CZ1816
 CZ1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1816
 CZ1816.The geoid height was determined by GEOID03.
 CZ1816
 CZ1816;                    North         East     Units Scale Factor Converg.
 CZ1816;SPC AZ C     -   124,998.941   344,870.489   MT  1.00011322   +0 44 27.9
 CZ1816;SPC AZ C     -   410,101.51  1,131,464.86   iFT  1.00011322   +0 44 27.9
 CZ1816;SPC AZ E     -   124,204.049   179,733.578   MT  0.99991394   -0 11 22.1
 CZ1816;SPC AZ E     -   407,493.60    589,677.09   iFT  0.99991394   -0 11 22.1
 CZ1816;UTM  12      - 3,553,812.712   544,994.271   MT  0.99962497   +0 15 13.0
 CZ1816
 CZ1816                          SUPERSEDED SURVEY CONTROL
 CZ1816
 CZ1816  NAD 83(1986)-  32 07 11.22354(N)    110 31 22.89221(W) AD(       ) 4
 CZ1816  NAD 27      -  32 07 10.93600(N)    110 31 20.61600(W) AD(       ) 3
 CZ1816
 CZ1816.Superseded values are not recommended for survey control.
 CZ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1816.See file dsdata.txt to determine how the superseded data were derived.
 CZ1816
 CZ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA4499453813(NAD 83)
 CZ1816_MARKER: 72 = CAIRN
 CZ1816
 CZ1816  HISTORY     - Date     Condition        Report By
 CZ1816  HISTORY     - 1935     FIRST OBSERVED   USGS
 CZ1816
 CZ1816                          STATION DESCRIPTION
 CZ1816
 CZ1816'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0951 ***********************************************************************
 FR0951  DESIGNATION -  RING CONE
 FR0951  PID         -  FR0951
 FR0951  STATE/COUNTY-  AZ/MOHAVE
 FR0951  USGS QUAD   -  TUCKAYOU SPRING (1980)
 FR0951
 FR0951                         *CURRENT SURVEY CONTROL
 FR0951  ___________________________________________________________________
 FR0951* NAD 83(1992)-  35 21 48.60213(N)    113 27 58.59371(W)     ADJUSTED  
 FR0951* NAVD 88     -      1945.8    (meters)    6384.     (feet)  VERTCON   
 FR0951  ___________________________________________________________________
 FR0951  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 FR0951  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FR0951  HORZ ORDER  -  FIRST
 FR0951
 FR0951.The horizontal coordinates were established by classical geodetic methods
 FR0951.and adjusted by the National Geodetic Survey in August 1993.
 FR0951
 FR0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0951
 FR0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0951
 FR0951.The geoid height was determined by GEOID03.
 FR0951
 FR0951;                    North         East     Units Scale Factor Converg.
 FR0951;SPC AZ W     -   483,951.439   239,143.896   MT  0.99994152   +0 09 51.2
 FR0951;SPC AZ W     - 1,587,767.19    784,592.83   iFT  0.99994152   +0 09 51.2
 FR0951;SPC AZ C     -   485,000.683    72,535.798   MT  1.00014432   -0 53 49.2
 FR0951;SPC AZ C     - 1,591,209.59    237,978.34   iFT  1.00014432   -0 53 49.2
 FR0951;UTM  12      - 3,916,147.268   275,924.982   MT  1.00021880   -1 25 40.7
 FR0951
 FR0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0951!SPC AZ W     -   0.99969882  x   0.99994152  =   0.99964035
 FR0951!SPC AZ C     -   0.99969882  x   1.00014432  =   0.99984309
 FR0951!UTM  12      -   0.99969882  x   1.00021880  =   0.99991755
 FR0951
 FR0951|---------------------------------------------------------------------|
 FR0951| PID    Reference Object                     Distance      Geod. Az  |
 FR0951|                                                           dddmmss.s |
 FR0951| CH3201 RING CONE RM 1                       10.672 METERS 05317     |
 FR0951| CH3202 RING CONE RM 2                        7.849 METERS 12213     |
 FR0951| FR0946 LOS ANGELES ALBUQ AWY BCN 31        APPROX.22.5 KM 1310600.4 |
 FR0951| FR0959 LOS ANGELES ALBUQ AWY BCN 30        APPROX.16.8 KM 2032832.9 |
 FR0951| CH3200 RING CONE AZ MK                                    2142735.9 |
 FR0951|---------------------------------------------------------------------|
 FR0951
 FR0951                          SUPERSEDED SURVEY CONTROL
 FR0951
 FR0951  NAD 83(1986)-  35 21 48.59830(N)    113 27 58.59663(W) AD(       ) 1
 FR0951  NAD 27      -  35 21 48.61200(N)    113 27 55.82300(W) AD(       ) 1
 FR0951  NGVD 29 (07/19/86) 1944.8    (m)         6381.     (f) VERT ANG    3  
 FR0951
 FR0951.Superseded values are not recommended for survey control.
 FR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0951.See file dsdata.txt to determine how the superseded data were derived.
 FR0951
 FR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7592516147(NAD 83)
 FR0951_MARKER: DS = TRIANGULATION STATION DISK
 FR0951_SETTING: 66 = SET IN ROCK OUTCROP
 FR0951
 FR0951  HISTORY     - Date     Condition        Report By
 FR0951  HISTORY     - 1944     MONUMENTED       CGS
 FR0951  HISTORY     - 1955     GOOD             CGS
 FR0951  HISTORY     - 1972     GOOD             AZHD
 FR0951
 FR0951                          STATION DESCRIPTION
 FR0951
 FR0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0951'STATION IS LOCATED ON THE W AND HIGHEST END OF THE HIGHEST
 FR0951'RIDGE IN THE RING CONE MOUNTAINS WHICH CAN BE IDENTIFIED FROM
 FR0951'THE S AND W BY THE WHITE COLORED SLOPE THAT MAKES UP THE END
 FR0951'OF THE RIDGE.  IT IS ABOUT 13 MILES (AIR LINE) S OF PEACH SPRINGS.
 FR0951'
 FR0951'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 FR0951'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED
 FR0951'RING CONE 1944.  IT IS LOCATED ON THE HIGHEST PART OF THE
 FR0951'HILL, ABOUT 25 FEET FROM THE CLIFFS ON THE END OF THE RIDGE.
 FR0951'
 FR0951'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 FR0951'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED
 FR0951'RING CONE NO 1 1944.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION
 FR0951'THAN THE STATION MARK.
 FR0951'
 FR0951'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 FR0951'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED
 FR0951'RING CONE NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 FR0951'STATION MARK.
 FR0951'
 FR0951'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0951'OUTCROPPING BEDROCK AND IS STAMPED RING CONE 1944.  IT IS ON
 FR0951'THE NW SLOPE OF THE RIDGE, 15 FEET LOWER THAN TOP OF TERMINAL
 FR0951'KNOLL OF RIDGE, AND 1-1/2 FEET W OF A ROCK CAIRN.
 FR0951'
 FR0951'TO REACH STATION FROM PEACH SPRINGS, GO E ON U.S. HIGHWAY
 FR0951'66 FOR 13.9 MILES TO BLADED ROAD ON RIGHT.  THIS IS 0.05
 FR0951'MILE E OF THE HYDE PARK FILLING STATION.  TURN RIGHT ON THE
 FR0951'BLADED ROAD AND GO 0.1 MILE TO FORKS, TAKE LEFT FORK AND GO
 FR0951'0.2 MILE, TAKE RIGHT FORK AND CONTINUE S ON BLADED ROAD FOR
 FR0951'1.5 MILES TO YAMPAI MAINTENANCE STATION ON THE ATCHISON, TOPEKA
 FR0951'AND SANTA FE RAILWAY.  CONTINUE ALONG TRACKS FOR 0.3 MILE,
 FR0951'CROSS TRACKS, AND GO 0.3 MILE TO A CATTLE GUARD AND TWO ROADS
 FR0951'TO THE LEFT.  KEEP STRAIGHT AHEAD THROUGH THE CATTLE GUARD
 FR0951'AND GO 3.5 MILES TO CROSSROADS.  TURN RIGHT AND GO 3.0 MILES
 FR0951'ON BLADED ROAD TO A RED GATE AND AN ABANDONED CATTLE GUARD
 FR0951'ON THE LEFT.  PASS THROUGH GATE AND CONTINUE 1.2 MILES TO
 FR0951'FORKS.  TAKE LEFT FORK AND GO 2.3 MILES TO RANCH BUILDINGS.
 FR0951'PASS TO RIGHT OF SHEET-METAL BARN AND TURN SHARP RIGHT
 FR0951'ONTO TRACK ROAD.  GO 1.0 MILE TO FORKS, TAKE LEFT FORK AND GO 2.1
 FR0951'MILES ON MAIN TRACK TO A RED BOARD GATE.  PASS THROUGH
 FR0951'GATE AND GO 1.8 MILES TO ANOTHER RED GATE AND ROAD TO
 FR0951'LEFT.  KEEP STRAIGHT AHEAD, PASSING THROUGH GATE, AND GO 1.5
 FR0951'MILES TO RANCH BUILDINGS.  HERE TURN SHARP LEFT JUST BEFORE
 FR0951'COMING TO FENCE AROUND HOUSE AND GO UP ROCKY ROAD 0.2
 FR0951'MILE TO WIRE GATE.  PASS THROUGH GATE AND GO 0.8 MILE
 FR0951'TO DIM CROSSROADS IN SMALL VALLEY.  CONTINUE STRAIGHT
 FR0951'AHEAD FOR 3.3 MILES TO GRASSY DRAW ON RIGHT ABOUT 0.1
 FR0951'MILE W OF EARTH TANK.  TURN RIGHT OFF TRACK ROAD HERE AND GO
 FR0951'WNW CROSS COUNTRY 0.7 MILE UP DRAW TO WIRE GATE IN FENCE.
 FR0951'PASS THROUGH GATE AND CONTINUE UP DRAW ABOUT 1/2 MILE TO
 FR0951'THE END OF TRUCK TRAVEL.  FROM HERE PACK W TO TOP OF
 FR0951'RIDGE, THEN FOLLOW SAID RIDGE S ACROSS KNOLL ABOUT 1 MILE TO
 FR0951'HIGHEST POINT AND STATION.
 FR0951
 FR0951                          STATION RECOVERY (1955)
 FR0951
 FR0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0951'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FR0951'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE, EXCEPT
 FR0951'THAT THE DIRECTIONS FOR REACHING THE STATION ARE NOW OBSOLETE.
 FR0951'
 FR0951'TO REACH THE STATION FROM PEACH SPRINGS, GO E ON U.S. HIGHWAY
 FR0951'66 FOR 13.9 MI. TO A GRADED ROAD ON THE RIGHT.  THIS IS 0.5
 FR0951'MI. E OF THE HYDE PARK FILLING STATION.  TURN RIGHT ON A BLADED
 FR0951'ROAD AND GO 0.1 MI. TO A FORK, TAKE THE LEFT FORK AND GO
 FR0951'0.2 MI., TAKE THE RIGHT FORK AND CONTINUE S FOR 1.5 MI. TO THE
 FR0951'YAMPAI MAINTENANCE STATION ON THE ATCHISON, TOPEKA AND SANTA
 FR0951'FE RAILWAY.  CONTINUE ALONG THE TRACKS FOR 0.3 MI., CROSS
 FR0951'THE TRACKS AND GO 0.3 MI. TO A CATTLE GUARD AND TWO ROADS
 FR0951'TO THE LEFT.  KEEP STRAIGHT AHEAD THROUGH THE CATTLE GUARD
 FR0951'AND GO 3.5 MI. TO A CROSSROAD.  TURN RIGHT AND GO 3.0 MI. TO
 FR0951'A GATE.  PASS THROUGH THE GATE AND CONTINUE FOR 1.2 MI. TO
 FR0951'A FORK.  TAKE THE LEFT FORK AND GO 2.3 MI. TO A RANCH BUILDING.
 FR0951'PASS TO THE RIGHT OF A SHEET-METAL BARN AND TURN SHARP
 FR0951'RIGHT ON A TRACK ROAD AND GO 1.0 MI. TO A FORK, TAKE THE
 FR0951'LEFT FORK FOR 2.1 MI. TO A RED GATE.  PASS THROUGH THE GATE
 FR0951'AND GO 1.8 MI. TO ANOTHER RED GATE.  KEEP STRAIGHT
 FR0951'AHEAD THROUGH THE GATE AND GO 1.5 MI. TO A RANCH.  PASS
 FR0951'THROUGH THE YARD AND BETWEEN TWO DIRT TANKS FOR 0.1 MI.
 FR0951'TO A WIRE GATE.  GO THROUGH THE GATE AND MAKE A SHARP
 FR0951'LEFT TURN.  CONTINUE FOR 2.2 MI.  TO A DIRT WATER TANK.  TURN
 FR0951'SHARP LEFT JUST BEFORE REACHING THE TANK AND GO SW ON A TRACK
 FR0951'ROAD FOR 3.1 MI. TO A GRASSY DRAW ON THE RIGHT ABOUT
 FR0951'0.1 MI. W OF A DIRT TANK.  TURN RIGHT OFF THE TRACK ROAD AND
 FR0951'GO N-NW FOR 0.7 MI. TO A WIRE GATE AND FENCE.  PASS
 FR0951'THROUGH THE GATE AND CONTINUE UP THE DRAW FOR ABOUT 0.5
 FR0951'MI. TO THE END OF TRUCK TRAVEL.  FROM HERE, PACK W TO
 FR0951'THE TOP OF THE RIDGE AND FOLLOW THE RIDGE SW FOR ABOUT 2
 FR0951'MI. TO THE HIGHEST POINT AND THE STATION.
 FR0951
 FR0951                          STATION RECOVERY (1972)
 FR0951
 FR0951'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (C)
 FR0951'GENERAL LOCATION, TO REACH, AND STATION MARK ORIG. DESCRIPTION GOOD.
 FR0951'REFERENCE MARK RM NO. 1 AND RM NO. 2 FOUND IN PLACE.  AZIMUTH MARK
 FR0951'NO SEARCH MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1303 ***********************************************************************
 DA1303  DESIGNATION -  RIO
 DA1303  PID         -  DA1303
 DA1303  STATE/COUNTY-  AZ/MARICOPA
 DA1303  USGS QUAD   -  MIDWAY NW (1986)
 DA1303
 DA1303                         *CURRENT SURVEY CONTROL
 DA1303  ___________________________________________________________________
 DA1303* NAD 83(1992)-  32 39 04.77745(N)    112 56 30.12223(W)     ADJUSTED  
 DA1303* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 DA1303  ___________________________________________________________________
 DA1303  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DA1303  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA1303  HORZ ORDER  -  THIRD
 DA1303
 DA1303.The horizontal coordinates were established by classical geodetic methods
 DA1303.and adjusted by the National Geodetic Survey in August 1993.
 DA1303
 DA1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1303
 DA1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1303
 DA1303.The geoid height was determined by GEOID03.
 DA1303
 DA1303;                    North         East     Units Scale Factor Converg.
 DA1303;SPC AZ C     -   183,551.217   117,199.733   MT  1.00001399   -0 33 11.1
 DA1303;SPC AZ C     -   602,202.16    384,513.56   iFT  1.00001399   -0 33 11.1
 DA1303;UTM  12      - 3,614,299.351   317,889.659   MT  1.00000896   -1 02 52.4
 DA1303
 DA1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1303!SPC AZ C     -   0.99994362  x   1.00001399  =   0.99995761
 DA1303!UTM  12      -   0.99994362  x   1.00000896  =   0.99995258
 DA1303
 DA1303:                Primary Azimuth Mark                     Grid Az
 DA1303:SPC AZ C     -  SNEED                                    184 46 24.3
 DA1303:UTM  12      -  SNEED                                    185 16 05.6
 DA1303
 DA1303|---------------------------------------------------------------------|
 DA1303| PID    Reference Object                     Distance      Geod. Az  |
 DA1303|                                                           dddmmss.s |
 DA1303| DA1544 SNEED                               APPROX.22.3 KM 1841313.2 |
 DA1303|---------------------------------------------------------------------|
 DA1303
 DA1303                          SUPERSEDED SURVEY CONTROL
 DA1303
 DA1303  NAD 83(1986)-  32 39 04.76437(N)    112 56 30.12854(W) AD(       ) 3
 DA1303  NGVD 29 (06/20/88)  390.0    (m)         1280.     (f) VERT ANG    3  
 DA1303
 DA1303.Superseded values are not recommended for survey control.
 DA1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1303.See file dsdata.txt to determine how the superseded data were derived.
 DA1303
 DA1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1789014299(NAD 83)
 DA1303_MARKER: DS = TRIANGULATION STATION DISK
 DA1303_SETTING: 66 = SET IN ROCK OUTCROP
 DA1303_SP_SET: SET IN BEDROCK
 DA1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1303+STABILITY: POSITION/ELEVATION WELL
 DA1303
 DA1303  HISTORY     - Date     Condition        Report By
 DA1303  HISTORY     - 1948     MONUMENTED       USGS
 DA1303
 DA1303                          STATION DESCRIPTION
 DA1303
 DA1303'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DA1303'LOCATED ABOUT 21.0 MI S. AND 13.0 MI W. OF GILA BEND.  ON HIGHEST
 DA1303'POINT OF CONE-SHAPED BLACK PEAK.
 DA1303'
 DA1303'TO REACH FROM GILA BEND, DRIVE 23.5 MI S. ON STATE HWY. 86.  TURN
 DA1303'RIGHT (W.) FOLLOWING DIRT RD. 4.7 MI NW. TO SHACK AND RD. FORKS.
 DA1303'TAKE FORK SW. 0.7 MI AND CROSS DRAIN, CONTINUE 0.6 MI S.  TURN W.
 DA1303'0.6 MI TO BASE OF CONE-SHAPED PEAK.  WALK TO TOP OF PEAK AND
 DA1303'STATION.
 DA1303'
 DA1303'STATION MARK--STANDARD TABLET STAMPED---RIO 1948---, CEMENTED IN
 DA1303'SOLID ROCK.
 DA1303'
 DA1303'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BEDROCK.
 DA1303'
 DA1303'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0665 ***********************************************************************
 FQ0665  DESIGNATION -  RIORDAN
 FQ0665  PID         -  FQ0665
 FQ0665  STATE/COUNTY-  AZ/COCONINO
 FQ0665  USGS QUAD   -  BELLEMONT (1980)
 FQ0665
 FQ0665                         *CURRENT SURVEY CONTROL
 FQ0665  ___________________________________________________________________
 FQ0665* NAD 83(1992)-  35 12 10.26398(N)    111 45 07.39993(W)     ADJUSTED  
 FQ0665* NAVD 88     -      2323.9    (meters)    7624.     (feet)  VERTCON   
 FQ0665  ___________________________________________________________________
 FQ0665  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 FQ0665  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0665  HORZ ORDER  -  SECOND
 FQ0665
 FQ0665.The horizontal coordinates were established by classical geodetic methods
 FQ0665.and adjusted by the National Geodetic Survey in August 1993.
 FQ0665
 FQ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0665
 FQ0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0665
 FQ0665.The geoid height was determined by GEOID03.
 FQ0665
 FQ0665;                    North         East     Units Scale Factor Converg.
 FQ0665;SPC AZ C     -   466,089.173   228,348.378   MT  0.99990277   +0 05 41.6
 FQ0665;SPC AZ C     - 1,529,163.95    749,174.47   iFT  0.99990277   +0 05 41.6
 FQ0665;UTM  12      - 3,895,797.864   431,542.814   MT  0.99965775   -0 26 00.8
 FQ0665
 FQ0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0665!SPC AZ C     -   0.99963897  x   0.99990277  =   0.99954178
 FQ0665!UTM  12      -   0.99963897  x   0.99965775  =   0.99929684
 FQ0665
 FQ0665|---------------------------------------------------------------------|
 FQ0665| PID    Reference Object                     Distance      Geod. Az  |
 FQ0665|                                                           dddmmss.s |
 FQ0665| CH3204 RIORDAN RM 2                         11.712 METERS 12052     |
 FQ0665| CH3203 RIORDAN RM 1                          6.625 METERS 28358     |
 FQ0665| FQ0296 DOT                                 APPROX. 5.5 KM 2975553.9 |
 FQ0665|---------------------------------------------------------------------|
 FQ0665
 FQ0665                          SUPERSEDED SURVEY CONTROL
 FQ0665
 FQ0665  NAD 83(1986)-  35 12 10.26014(N)    111 45 07.39683(W) AD(       ) 2
 FQ0665  NAD 27      -  35 12 10.22397(N)    111 45 04.80422(W) AD(       ) 2
 FQ0665  NGVD 29 (07/19/86) 2322.9    (m)         7621.     (f) VERT ANG    3  
 FQ0665
 FQ0665.Superseded values are not recommended for survey control.
 FQ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0665.See file dsdata.txt to determine how the superseded data were derived.
 FQ0665
 FQ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3154395798(NAD 83)
 FQ0665_MARKER: DS = TRIANGULATION STATION DISK
 FQ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0665
 FQ0665  HISTORY     - Date     Condition        Report By
 FQ0665  HISTORY     - 1958     MONUMENTED       CGS
 FQ0665  HISTORY     - 1974     GOOD             NGS
 FQ0665
 FQ0665                          STATION DESCRIPTION
 FQ0665
 FQ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0665'THE STATION IS LOCATED ABOUT 5 MILES WEST OF FLAGSTAFF, 3
 FQ0665'MILES EAST OF BELLEMONT, 1/2 MILE NORTH OF U.S. HIGHWAY 66
 FQ0665'AND 89 ON THE HIGHEST POINT OF A TREE COVERED HILL THAT
 FQ0665'IS ABOUT 0.3 MILE SOUTH OF A LARGE CINDER PIT.
 FQ0665'
 FQ0665'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0665'FLAGSTAFF, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 5.0
 FQ0665'MILES TO THE WEST END OF THE RIORDAN OVERPASS, CONTINUE
 FQ0665'WEST ON THE HIGHWAY FOR 0.6 MILE TO A T-ROAD RIGHT, TURN RIGHT,
 FQ0665'AND GO NORTH ON A GRAVELED ROAD FOR 0.65 MILE TO A LARGE
 FQ0665'CINDER PIT, BEAR TO THE RIGHT AND GO AROUND THE PIT FOR 0.15
 FQ0665'TO THE SOUTHWEST SIDE, FROM HERE PICK YOUR WAY THROUGH
 FQ0665'THE TIMBER FOR ABOUT 0.3 MILE TO THE HIGHEST POINT OF THE HILL
 FQ0665'AND THE STATION.
 FQ0665'
 FQ0665'THE STATION MARK, STAMPED RIORDAN 1958, IS A STANDARD DISK
 FQ0665'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 FQ0665'PROJECTS 4 INCHES.  IT IS 8 FEET SOUTH OF A WITNESS SIGN POST
 FQ0665'AND 7 FEET NORTHEAST OF A TRIANGLE BLAZED PINE TREE.
 FQ0665'
 FQ0665'REFERENCE MARK NO. 1, STAMPED RIORDAN NO 1 1958, IS A STANDARD
 FQ0665'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FQ0665'5 INCHES.  IT IS 24 FEET WEST OF A WITNESS SIGN POST AND 17
 FQ0665'FEET NORTHWEST OF A TRIANGLE BLAZED PINE TREE.
 FQ0665'
 FQ0665'REFERENCE MARK NO. 2, STAMPED RIORDAN NO 2 1958, IS A STANDARD
 FQ0665'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FQ0665'6 INCHES.  IT IS 40 FEET SOUTHEAST OF A WITNESS SIGN POST
 FQ0665'AND 40 FEET EAST OF A TRIANGLE BLAZED PINE TREE.
 FQ0665
 FQ0665                          STATION RECOVERY (1974)
 FQ0665
 FQ0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 FQ0665'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FQ0665'DESCRIBED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES
 FQ0665'A NEW ROUTE TO THE STATION FOLLOWS.
 FQ0665'
 FQ0665'TO REACH THE STATION FROM THE SANTA FE DEPOT IN FLAGSTAFF,
 FQ0665'GO WEST ALONG U.S. 66 AND 89 FOR 2.8 MILES TO A GRADED ROAD
 FQ0665'LEFT PER SIGNS, TURKEY BUTTE 24, WOODY MT. 6, CONTINUE AHEAD
 FQ0665'ALONG HIGHWAYS 66, 89 AND I-40 FOR 3.0 MILES TO EXIT 190 (A-1
 FQ0665'MOUNTAIN ROAD).  EXIT NORTH AND TURN LEFT AT CATTLE GUARD
 FQ0665'AT NORTH END OF RAMP, FOLLOW GRADED ROAD WEST 1.0 MILE TO
 FQ0665'THE BASE OF A HILL ON THE RIGHT.  PACK NORTH FOR ABOUT 1/4
 FQ0665'MILE TO THE HIGHEST POINT AND STATION.
 FQ0665'
 FQ0665'NOTE.  THE ROADS USED IN 1958 HAVE GROWN OVER WITH TIMBER.
 FQ0665'
 FQ0665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FQ0665'WEST OF FLAGSTAFF
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI3631 ***********************************************************************
 DI3631  HT_MOD      -  This is a Height Modernization Survey Station.
 DI3631  DESIGNATION -  RIP
 DI3631  PID         -  DI3631
 DI3631  STATE/COUNTY-  AZ/GRAHAM
 DI3631  USGS QUAD   -  THATCHER (1985)
 DI3631
 DI3631                         *CURRENT SURVEY CONTROL
 DI3631  ___________________________________________________________________
 DI3631* NAD 83(1992)-  32 50 00.98549(N)    109 45 47.53451(W)     ADJUSTED  
 DI3631* NAVD 88     -       907.45   (meters)    2977.2    (feet)  GPS OBS   
 DI3631  ___________________________________________________________________
 DI3631  X           -  -1,814,168.830 (meters)                     COMP
 DI3631  Y           -  -5,049,219.702 (meters)                     COMP
 DI3631  Z           -   3,438,945.081 (meters)                     COMP
 DI3631  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DI3631  ELLIP HEIGHT-         880.475 (meters)          (01/22/07) ADJUSTED
 DI3631  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DI3631  HORZ ORDER  -  B
 DI3631  ELLP ORDER  -  FOURTH    CLASS I
 DI3631
 DI3631.The horizontal coordinates were established by GPS observations
 DI3631.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 DI3631
 DI3631.The orthometric height was determined by GPS observations and a
 DI3631.high-resolution geoid model.
 DI3631.The orthometric height was determined by GPS observations and a
 DI3631.high-resolution geoid model using precise GPS observation and
 DI3631.processing techniques.
 DI3631
 DI3631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3631
 DI3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3631
 DI3631.The ellipsoidal height was determined by GPS observations
 DI3631.and is referenced to NAD 83.
 DI3631
 DI3631.The geoid height was determined by GEOID03.
 DI3631
 DI3631;                    North         East     Units Scale Factor Converg.
 DI3631;SPC AZ E     -   203,372.025   251,131.847   MT  0.99991759   +0 13 07.5
 DI3631;SPC AZ E     -   667,231.05    823,923.38   iFT  0.99991759   +0 13 07.5
 DI3631;UTM  12      - 3,633,518.328   615,756.440   MT  0.99976522   +0 40 14.4
 DI3631
 DI3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3631!SPC AZ E     -   0.99986178  x   0.99991759  =   0.99977938
 DI3631!UTM  12      -   0.99986178  x   0.99976522  =   0.99962703
 DI3631
 DI3631                          SUPERSEDED SURVEY CONTROL
 DI3631
 DI3631.No superseded survey control is available for this station.
 DI3631
 DI3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1575633518(NAD 83)
 DI3631_MARKER: DD = SURVEY DISK
 DI3631_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DI3631_STAMPING: RIP
 DI3631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3631+STABILITY: SURFACE MOTION
 DI3631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3631+SATELLITE: SATELLITE OBSERVATIONS - June , 2006
 DI3631
 DI3631  HISTORY     - Date     Condition        Report By
 DI3631  HISTORY     - 200606   MONUMENTED       GEOANA
 DI3631
 DI3631                          STATION DESCRIPTION
 DI3631
 DI3631'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DI3631'THE STATION IS LOCATED ON THE LEFT SIDE OF THE MAIN ENTRANCE ROAD TO
 DI3631'THE THATCHER CEMETERY, 1.2 MI (1.9 KM) SOUTH OF HIGHWAY 70 (MAIN
 DI3631'STREET) IN THATCHER, ARIZONA.
 DI3631' 
 DI3631'TO REACH THE STATION FROM THE THE INTERSECTION OF HIGHWAY 70 (MAIN
 DI3631'STREET) AND STADIUM AVENUE IN THATCHER, GO SOUTH ON STADIUM AVENUE FOR
 DI3631'1.1 MI (1.8 KM) TO THE INTERSECTION OF STADIUM AVENUE AND BALLPARK
 DI3631'DRIVE, AND CONTINUE SOUTH TO CEMETERY ENTRANCE.  GO SOUTH 130 FT (40
 DI3631'M) THROUGH THE ENTRANCE TO THE MONUMENT ON THE LEFT.  THE MONUMENT IS
 DI3631'35 FT (11 M) EAST FROM THE ROAD CENTER LINE.
 DI3631' 
 DI3631'THE STATION MARK, STAMPED RIP, IS A SURVEY DISK WITH NO LOGO SET IN
 DI3631'THE TOP OF A 4 FT (1.2 M) DEEP CONCRETE CYLINDER 12 INCHES (30 CM) IN
 DI3631'DIAMETER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1990 ***********************************************************************
 DU1990  DESIGNATION -  RIPSEY HILL
 DU1990  PID         -  DU1990
 DU1990  STATE/COUNTY-  AZ/PINAL
 DU1990  USGS QUAD   -  KEARNY (1964)
 DU1990
 DU1990                         *CURRENT SURVEY CONTROL
 DU1990  ___________________________________________________________________
 DU1990* NAD 83(1992)-  33 00 25.19925(N)    110 58 18.22656(W)     ADJUSTED  
 DU1990* NAVD 88     -      1089.     (meters)    3573.     (feet)  SCALED    
 DU1990  ___________________________________________________________________
 DU1990  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DU1990  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DU1990  HORZ ORDER  -  FIRST
 DU1990
 DU1990.The horizontal coordinates were established by classical geodetic methods
 DU1990.and adjusted by the National Geodetic Survey in August 1993.
 DU1990
 DU1990.The orthometric height was scaled from a topographic map.
 DU1990
 DU1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1990
 DU1990.The geoid height was determined by GEOID03.
 DU1990
 DU1990;                    North         East     Units Scale Factor Converg.
 DU1990;SPC AZ C     -   222,924.409   301,653.243   MT  0.99999609   +0 30 53.2
 DU1990;SPC AZ C     -   731,379.29    989,675.99   iFT  0.99999609   +0 30 53.2
 DU1990;UTM  12      - 3,652,063.297   502,640.694   MT  0.99960009   +0 00 55.4
 DU1990
 DU1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1990!SPC AZ C     -   0.99983359  x   0.99999609  =   0.99982968
 DU1990!UTM  12      -   0.99983359  x   0.99960009  =   0.99943375
 DU1990
 DU1990:                Primary Azimuth Mark                     Grid Az
 DU1990:SPC AZ C     -  HAYDEN LARGE BRICK STACK                 089 47 07.6
 DU1990:UTM  12      -  HAYDEN LARGE BRICK STACK                 090 17 05.4
 DU1990
 DU1990|---------------------------------------------------------------------|
 DU1990| PID    Reference Object                     Distance      Geod. Az  |
 DU1990|                                                           dddmmss.s |
 DU1990| DU1985 HAYDEN LARGE BRICK STACK            APPROX.18.3 KM 0901800.8 |
 DU1990| CD2614 RIPSEY HILL RM 3 AZIMUTH                           1923010.4 |
 DU1990| CD2613 RIPSEY HILL RM 2                      7.740 METERS 25102     |
 DU1990| CD2612 RIPSEY HILL RM 1                      8.050 METERS 35117     |
 DU1990|---------------------------------------------------------------------|
 DU1990
 DU1990                          SUPERSEDED SURVEY CONTROL
 DU1990
 DU1990  NAD 83(1986)-  33 00 25.19357(N)    110 58 18.22514(W) AD(       ) 1
 DU1990  NAD 27      -  33 00 24.95500(N)    110 58 15.82200(W) AD(       ) 1
 DU1990
 DU1990.Superseded values are not recommended for survey control.
 DU1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1990.See file dsdata.txt to determine how the superseded data were derived.
 DU1990
 DU1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0264152063(NAD 83)
 DU1990_MARKER: DS = TRIANGULATION STATION DISK
 DU1990_SETTING: 66 = SET IN ROCK OUTCROP
 DU1990
 DU1990  HISTORY     - Date     Condition        Report By
 DU1990  HISTORY     - 1935     MONUMENTED       CGS
 DU1990  HISTORY     - 1963     GOOD             USGS
 DU1990
 DU1990                          STATION DESCRIPTION
 DU1990
 DU1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1990'ABOUT 26 MILES EAST-SOUTHEAST OF FLORENCE, 7 MILES SOUTH OF
 DU1990'THE GILA RIVER, IN THE TORTILLA MOUNTAINS, ON WHAT IS LOCALLY
 DU1990'KNOWN AS RIPSEY HILL.  MARKED BY A STANDARD BRONZE DISK AS
 DU1990'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DU1990'REFERENCE DISK, IS 8.050 METERS (26.41 FEET) FROM
 DU1990'STATION N 08 DEG 43 MIN W.  REFERENCE MARK NO. 2, A
 DU1990'STANDARD BRONZE REFERENCE DISK, IS 7.740 METERS
 DU1990'(25.39 FEET) FROM STATION S 71 DEG 02 MIN W.  AZIMUTH
 DU1990'MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE DISK          ,
 DU1990'IS IN ROCK OUTCROP ABOUT 10 FEET FROM THE ROAD AT THE
 DU1990'END OF TRUCK TRAVEL, ONE-FOURTH MILE FROM STATION
 DU1990'S 12 DEG 30 MIN W.
 DU1990
 DU1990                          STATION RECOVERY (1963)
 DU1990
 DU1990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1990'TO REACH FROM POST OFFICE IN KEARNY FOLLOW STATE HWY 177 FOR
 DU1990'3.4 MI. TO GRADED ROAD ON LEFT.  TURN LEFT AND GO 5.0 MI. TO
 DU1990'RR CROSSING AND ROAD FORKS.  CROSS TRACKS, TURN LEFT AND FOLLOW
 DU1990'GRADED ROAD TOWARDS FLORENCE AS PER SIGN.  GO 0.5 MI. TO BRIDGE
 DU1990'OVER GILA RIVER.  CROSS BRIDGE AND GO 7.7 MI. TO PROMINENT
 DU1990'ROAD FORK AT SIGN.  CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED
 DU1990'ROAD FOR 1.7 MI. KEYSIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 DU1990'1.2 MI. TO TWO WOODEN GATES.  GO THRU LEFT GATE AND FOLLOW
 DU1990'MAIN ROAD FOR 0.7 MI. TO STOCK TANK.  FOLLOW ROAD AROUND TANK
 DU1990'AND PROCEED ON ROAD GOING DOWN DRAIN FOR 1.5 MI. TO TWO LARGE EARTH
 DU1990'DAMS.  FOLLOW ROAD TO RIGHT EDGE OF DAMS FOR 0.1 MI.
 DU1990'CONTINUE UP STEEP ROAD AND FOLLOW WINDING RD. FOR 0.4 MI.
 DU1990'TO LARGE WASH WITH CROSS ROAD.  CROSS WASH AND GO UP HILL
 DU1990'FOR 0.3 MI. TO BEND IN ROAD.  AT THIS POINT THE PROMINENT
 DU1990'ROCKY KNOB VIEWED TO THE SE IS RIPSEY HILL.  CONTINUE ON
 DU1990'ROAD FOR 0.3 MI. TO LOCKED GATE.  CONTACT STOCKMANS
 DU1990'ASSOCIATION IN WINKELMAN FOR INFORMATION.  (IF KEY IS NOT
 DU1990'AVAILABLE, IT IS BEST TO PACK TO STATION FROM BEND IN
 DU1990'ROAD WHERE RIPSEY HILL CAN BE SEEN.) PASS THRU GATE AND GO
 DU1990'0.2 MI. TO Y-FORK.  TAKE RIGHT RD. ALONG RIDGE AND GO 0.9 MI.
 DU1990'TO SADDLE AND END OF TRUCK TRAVEL.  PACK EASTERLY UP RIDGE
 DU1990'TO ROCKY KNOLL AND STATION.  A 1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0643 ***********************************************************************
 FQ0643  DESIGNATION -  RIT
 FQ0643  PID         -  FQ0643
 FQ0643  STATE/COUNTY-  AZ/COCONINO
 FQ0643  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0643
 FQ0643                         *CURRENT SURVEY CONTROL
 FQ0643  ___________________________________________________________________
 FQ0643* NAD 83(1992)-  35 01 10.53802(N)    111 41 32.42334(W)     ADJUSTED  
 FQ0643* NAVD 88     -      2209.4    (meters)    7249.     (feet)  VERTCON   
 FQ0643  ___________________________________________________________________
 FQ0643  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 FQ0643  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 FQ0643  HORZ ORDER  -  SECOND
 FQ0643
 FQ0643.The horizontal coordinates were established by classical geodetic methods
 FQ0643.and adjusted by the National Geodetic Survey in August 1993.
 FQ0643
 FQ0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0643
 FQ0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0643
 FQ0643.The geoid height was determined by GEOID03.
 FQ0643
 FQ0643;                    North         East     Units Scale Factor Converg.
 FQ0643;SPC AZ C     -   445,770.758   233,831.475   MT  0.99990516   +0 07 43.4
 FQ0643;SPC AZ C     - 1,462,502.49    767,163.63   iFT  0.99990516   +0 07 43.4
 FQ0643;UTM  12      - 3,875,434.956   436,837.381   MT  0.99964917   -0 23 50.3
 FQ0643
 FQ0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0643!SPC AZ C     -   0.99965700  x   0.99990516  =   0.99956220
 FQ0643!UTM  12      -   0.99965700  x   0.99964917  =   0.99930629
 FQ0643
 FQ0643:                Primary Azimuth Mark                     Grid Az
 FQ0643:SPC AZ C     -  RIT AZ MK                                044 24 16.1
 FQ0643:UTM  12      -  RIT AZ MK                                044 55 49.8
 FQ0643
 FQ0643|---------------------------------------------------------------------|
 FQ0643| PID    Reference Object                     Distance      Geod. Az  |
 FQ0643|                                                           dddmmss.s |
 FQ0643| FQ0345 RIT AZ MK                                          0443159.5 |
 FQ0643| CH3206 RIT RM 1                              7.906 METERS 22603     |
 FQ0643| CH3207 RIT RM 2                              7.983 METERS 31028     |
 FQ0643|---------------------------------------------------------------------|
 FQ0643
 FQ0643                          SUPERSEDED SURVEY CONTROL
 FQ0643
 FQ0643  NAD 83(1986)-  35 01 10.53525(N)    111 41 32.42143(W) AD(       ) 2
 FQ0643  NAD 27      -  35 01 10.48600(N)    111 41 29.84350(W) AD(       ) 2
 FQ0643  NGVD 29 (07/19/86) 2208.4    (m)         7245.     (f) VERT ANG    3  
 FQ0643
 FQ0643.Superseded values are not recommended for survey control.
 FQ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0643.See file dsdata.txt to determine how the superseded data were derived.
 FQ0643
 FQ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3683775435(NAD 83)
 FQ0643_MARKER: DS = TRIANGULATION STATION DISK
 FQ0643_SETTING: 80 = SET IN A BOULDER
 FQ0643_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0643
 FQ0643  HISTORY     - Date     Condition        Report By
 FQ0643  HISTORY     - 1959     MONUMENTED       CGS
 FQ0643
 FQ0643                          STATION DESCRIPTION
 FQ0643
 FQ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0643'THE STATION IS ABOUT 13 MILES SOUTH OF FLAGSTAFF, ABOUT 3 MILES
 FQ0643'EAST OF OAK CREEK CANYON AND ABOUT 0.3 MILE WEST OF INTERSTATE
 FQ0643'HIGHWAY 17 ON THE HIGHEST PART OF A TREE COVERED HILL THAT BREAKS
 FQ0643'OFF SHARP ON ALL SIDES.
 FQ0643'
 FQ0643'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FLAGSTAFF GO
 FQ0643'SOUTHWEST AND SOUTH ON U.S. HIGHWAYS 66 AND 89 FOR 0.7 MILE
 FQ0643'TO THE JUNCTION OF U.S. HIGHWAYS 66, 89 AND 89A.  GO SOUTH ON
 FQ0643'U.S. HIGHWAY 89A TOWARDS SEDONA FOR 3.8 MILES TO A CROSSROAD
 FQ0643'AT THE ENTRANCE TO THE AIRPORT, CONTINUE SOUTH ON U.S. HIGHWAY
 FQ0643'89A FOR 0.8 MILE TO A SIDE ROAD LEFT AND FOLLOW THE GRAVELED
 FQ0643'ROAD SOUTHEAST AND SOUTH FOR 0.8 MILE TO INTERSTATE HIGHWAY 17.
 FQ0643'CONTINUE SOUTH ON THE OLD ROAD, (INTERSTATE HIGHWAY 17 BEING
 FQ0643'IMPASSABLE AT THIS TIME) FOR 6.9 MILES TO THE AZIMUTH MARK
 FQ0643'ON THE LEFT.  CONTINUE SOUTH ALONG INTERSTATE HIGHWAY 17 FOR
 FQ0643'0.3 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND FOLLOW THE TRACK
 FQ0643'ROAD WEST FOR 0.2 MILE TO THE BASE OF THE HILL AND THE END OF
 FQ0643'TRUCK TRAVEL.  FROM HERE PACK WEST UP THE STEEP SLOPE FOR
 FQ0643'ABOUT 30 MINUTES TO THE SUMMIT AND THE STATION.
 FQ0643'
 FQ0643'THE STATION MARK, STAMPED RIT 1959, IS A STANDARD DISK CEMENTED
 FQ0643'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS 17.5
 FQ0643'FEET NORTHWEST OF A CAIRN.
 FQ0643'
 FQ0643'REFERENCE MARK NO. 1, STAMPED RIT NO 1 1959, IS A STANDARD
 FQ0643'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FQ0643'INCHES.  IT IS 22.0 FEET WEST OF THE CAIRN.
 FQ0643'
 FQ0643'REFERENCE MARK NO. 2, STAMPED RIT NO 2 1959, IS A STANDARD
 FQ0643'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12
 FQ0643'INCHES.  IT IS 41.5 FEET NORTHWEST OF THE CAIRN.
 FQ0643'
 FQ0643'THE AZIMUTH MARK, STAMPED RIT 1959, IS A STANDARD DISK SET
 FQ0643'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FQ0643'INCHES.  IT IS 153 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 71
 FQ0643'FEET NORTH OF THE NORTH END OF AN EARTH TANK AND 7.2 FEET WEST
 FQ0643'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2098 ***********************************************************************
 DU2098  DESIGNATION -  RIT
 DU2098  PID         -  DU2098
 DU2098  STATE/COUNTY-  AZ/MARICOPA
 DU2098  USGS QUAD   -  HIGLEY (1981)
 DU2098
 DU2098                         *CURRENT SURVEY CONTROL
 DU2098  ___________________________________________________________________
 DU2098* NAD 83(1992)-  33 15 18.02976(N)    111 38 04.13906(W)     ADJUSTED  
 DU2098* NAVD 88     -       426.8    (meters)    1400.     (feet)  VERTCON   
 DU2098  ___________________________________________________________________
 DU2098  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DU2098  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU2098  HORZ ORDER  -  SECOND
 DU2098
 DU2098.The horizontal coordinates were established by classical geodetic methods
 DU2098.and adjusted by the National Geodetic Survey in August 1993.
 DU2098
 DU2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2098
 DU2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2098
 DU2098.The geoid height was determined by GEOID03.
 DU2098
 DU2098;                    North         East     Units Scale Factor Converg.
 DU2098;SPC AZ C     -   250,066.351   239,652.255   MT  0.99990852   +0 09 17.1
 DU2098;SPC AZ C     -   820,427.66    786,260.68   iFT  0.99990852   +0 09 17.1
 DU2098;UTM  12      - 3,679,737.211   440,899.841   MT  0.99964306   -0 20 52.6
 DU2098
 DU2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2098!SPC AZ C     -   0.99993766  x   0.99990852  =   0.99984618
 DU2098!UTM  12      -   0.99993766  x   0.99964306  =   0.99958074
 DU2098
 DU2098|---------------------------------------------------------------------|
 DU2098| PID    Reference Object                     Distance      Geod. Az  |
 DU2098|                                                           dddmmss.s |
 DU2098| CH6202 RIT RM 1                             11.408 METERS 00709     |
 DU2098| CH6203 RIT RM 2                             12.759 METERS 18030     |
 DU2098| DU2101 WILLY                               APPROX. 3.2 KM 3590032.3 |
 DU2098|---------------------------------------------------------------------|
 DU2098
 DU2098                          SUPERSEDED SURVEY CONTROL
 DU2098
 DU2098  NAD 83(1986)-  33 15 18.02435(N)    111 38 04.14218(W) AD(       ) 2
 DU2098  NAD 27      -  33 15 17.83567(N)    111 38 01.66538(W) AD(       ) 2
 DU2098  NGVD 29 (07/19/86)  426.3    (m)         1399.     (f) VERT ANG    3  
 DU2098
 DU2098.Superseded values are not recommended for survey control.
 DU2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2098.See file dsdata.txt to determine how the superseded data were derived.
 DU2098
 DU2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4090079737(NAD 83)
 DU2098_MARKER: DD = SURVEY DISK
 DU2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2098
 DU2098  HISTORY     - Date     Condition        Report By
 DU2098  HISTORY     - 1976     MONUMENTED       AZDT
 DU2098  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 DU2098
 DU2098                          STATION DESCRIPTION
 DU2098
 DU2098'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2098'THE STATION IS LOCATED ABOUT 0.4 MILES NORTH OF QUEEN CREEK ON THE
 DU2098'EAST SIDE OF ELLSWORTH ROAD.
 DU2098'
 DU2098'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED RIT 1975 AND
 DU2098'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK IS 339
 DU2098'FEET SOUTH OF RITTENHOUSE ROAD, 37 FEET EAST OF THE CENTERLINE OF
 DU2098'ELLSWORTH ROAD AND IS MARKED BY A WITNESS POST AND SIGN 3 FEET
 DU2098'EAST NORTHEAST.
 DU2098'
 DU2098'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2098'RIT 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE POST 40 FEET
 DU2098'EAST OF THE CENTERLINE OF ELLSWORTH ROAD.
 DU2098'
 DU2098'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2 RIT
 DU2098'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 37 FEET
 DU2098'EAST OF CENTERLINE OF ELLSWORTH ROAD.
 DU2098'
 DU2098'TO REACH THE STATION FROM QUEEN CREEK, GO NORTH ON ELLSWORTH ROAD
 DU2098'FOR 0.4 MILES TO STATION ON THE RIGHT.
 DU2098'
 DU2098'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2098
 DU2098                          STATION RECOVERY (2005)
 DU2098
 DU2098'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DU2098'MUCH GRADING AND PLOWING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0345 ***********************************************************************
 FQ0345  DESIGNATION -  RIT AZ MK
 FQ0345  PID         -  FQ0345
 FQ0345  STATE/COUNTY-  AZ/COCONINO
 FQ0345  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0345
 FQ0345                         *CURRENT SURVEY CONTROL
 FQ0345  ___________________________________________________________________
 FQ0345* NAD 83(1986)-  35 01 34.     (N)    111 41 04.     (W)     SCALED    
 FQ0345* NAVD 88     -      2044.232  (meters)    6706.78   (feet)  ADJUSTED  
 FQ0345  ___________________________________________________________________
 FQ0345  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FQ0345  DYNAMIC HT  -        2041.330 (meters)    6697.26  (feet)  COMP
 FQ0345  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 FQ0345
 FQ0345  VERT ORDER  -  SECOND    CLASS 0
 FQ0345
 FQ0345.The horizontal coordinates were scaled from a topographic map and have
 FQ0345.an estimated accuracy of +/- 6 seconds.
 FQ0345
 FQ0345.The orthometric height was determined by differential leveling
 FQ0345.and adjusted in June 1991.
 FQ0345
 FQ0345.The geoid height was determined by GEOID03.
 FQ0345
 FQ0345.The dynamic height is computed by dividing the NAVD 88
 FQ0345.geopotential number by the normal gravity value computed on the
 FQ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0345.degrees latitude (g = 980.6199 gals.).
 FQ0345
 FQ0345.The modeled gravity was interpolated from observed gravity values.
 FQ0345
 FQ0345;                    North         East    Units  Estimated Accuracy
 FQ0345;SPC AZ C     -   446,500.      234,550.      MT  (+/- 180 meters Scaled)
 FQ0345
 FQ0345                          SUPERSEDED SURVEY CONTROL
 FQ0345
 FQ0345  NGVD 29 (??/??/92) 2043.232  (m)         6703.50   (f) ADJ UNCH    2 0
 FQ0345
 FQ0345.Superseded values are not recommended for survey control.
 FQ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0345.See file dsdata.txt to determine how the superseded data were derived.
 FQ0345
 FQ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD375761(NAD 83)
 FQ0345_MARKER: DZ = AZIMUTH MARK DISK
 FQ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0345_STAMPING: RIT 1959
 FQ0345_MARK LOGO: CGS   
 FQ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0345+STABILITY: SURFACE MOTION
 FQ0345
 FQ0345  HISTORY     - Date     Condition        Report By
 FQ0345  HISTORY     - 1959     MONUMENTED       CGS
 FQ0345
 FQ0345                          STATION DESCRIPTION
 FQ0345
 FQ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0345'13.0 MI SW FROM FLAGSTAFF.
 FQ0345'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0345'STATION AT FLAGSTAFF, THENCE 1.1 MILE SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0345'THENCE 10.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 0.2 MILE
 FQ0345'SOUTH OF A POWER LINE OF THAT CROSSES THE HIGHWAY, 220 FEET EAST OF
 FQ0345'THE CENTER OF THE HIGHWAY, 158 FEET SOUTHEAST OF A FENCE CORNER, 83.5
 FQ0345'FEET NORTH OF A EARTH DAM, 7.6 FEET WEST OF THE WITNESS POST, SET IN
 FQ0345'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1069 ***********************************************************************
 CG1069  DESIGNATION -  RITA
 CG1069  PID         -  CG1069
 CG1069  STATE/COUNTY-  AZ/PIMA
 CG1069  USGS QUAD   -  SAHUARITA (1981)
 CG1069
 CG1069                         *CURRENT SURVEY CONTROL
 CG1069  ___________________________________________________________________
 CG1069* NAD 83(2007)-  31 55 04.18904(N)    110 54 49.99843(W)     ADJUSTED  
 CG1069* NAVD 88     -       875.2    (meters)    2871.     (feet)  GPS OBS   
 CG1069  ___________________________________________________________________
 CG1069  EPOCH DATE  -        2007.00
 CG1069  X           -  -1,934,604.086 (meters)                     COMP
 CG1069  Y           -  -5,062,544.753 (meters)                     COMP
 CG1069  Z           -   3,353,148.157 (meters)                     COMP
 CG1069  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CG1069  ELLIP HEIGHT-         845.758 (meters)          (02/10/07) ADJUSTED
 CG1069  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CG1069
 CG1069  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1069  Type    PID    Designation                      North   East  Ellip
 CG1069  -------------------------------------------------------------------
 CG1069  NETWORK CG1069 RITA                              1.14   0.84   1.61
 CG1069  -------------------------------------------------------------------
 CG1069
 CG1069.The horizontal coordinates were established by GPS observations
 CG1069.and adjusted by the National Geodetic Survey in February 2007.
 CG1069
 CG1069.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1069.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1069.The horizontal coordinates are valid at the epoch date displayed above.
 CG1069.The epoch date for horizontal control is a decimal equivalence
 CG1069.of Year/Month/Day.
 CG1069
 CG1069.The orthometric height was determined by GPS observations and a
 CG1069.high-resolution geoid model.
 CG1069
 CG1069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1069
 CG1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1069
 CG1069.The ellipsoidal height was determined by GPS observations
 CG1069.and is referenced to NAD 83.
 CG1069
 CG1069.The geoid height was determined by GEOID03.
 CG1069
 CG1069;                    North         East     Units Scale Factor Converg.
 CG1069;SPC AZ C     -   102,195.239   308,192.739   MT  1.00001088   +0 31 48.8
 CG1069;SPC AZ C     -   335,286.22  1,011,131.03   iFT  1.00001088   +0 31 48.8
 CG1069;UTM  12      - 3,531,331.094   508,140.943   MT  0.99960082   +0 02 43.9
 CG1069
 CG1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1069!SPC AZ C     -   0.99986722  x   1.00001088  =   0.99987810
 CG1069!UTM  12      -   0.99986722  x   0.99960082  =   0.99946809
 CG1069
 CG1069|---------------------------------------------------------------------|
 CG1069| PID    Reference Object                     Distance      Geod. Az  |
 CG1069|                                                           dddmmss.s |
 CG1069| AH4873 RITA RM 1                            21.643 METERS 04719     |
 CG1069| AH4874 RITA RM 2                            23.301 METERS 12131     |
 CG1069| CC8128 RITA AZ MK                                         1392618.9 |
 CG1069|---------------------------------------------------------------------|
 CG1069
 CG1069                          SUPERSEDED SURVEY CONTROL
 CG1069
 CG1069  ELLIP H (06/11/02)  845.792  (m)                       GP(       ) 4 2
 CG1069  NAD 83(1992)-  31 55 04.19016(N)    110 54 49.99693(W) AD(       ) 1
 CG1069  ELLIP H (08/23/93)  845.886  (m)                       GP(       ) 4 2
 CG1069  NAD 83(1986)-  31 55 04.18439(N)    110 54 49.99058(W) AD(       ) 1
 CG1069  NAD 27      -  31 55 03.88500(N)    110 54 47.67000(W) AD(       ) 1
 CG1069  NGVD 29 (07/19/86)  874.0    (m)         2867.     (f) VERT ANG    3  
 CG1069
 CG1069.Superseded values are not recommended for survey control.
 CG1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1069.See file dsdata.txt to determine how the superseded data were derived.
 CG1069
 CG1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0814131331(NAD 83)
 CG1069_MARKER: DD = SURVEY DISK
 CG1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1069_SP_SET: CONCRETE POST
 CG1069_STAMPING: RITA 1935
 CG1069_MARK LOGO: CGS   
 CG1069_PROJECTION: FLUSH
 CG1069_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1069+STABILITY: SURFACE MOTION
 CG1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1069+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1990
 CG1069
 CG1069  HISTORY     - Date     Condition        Report By
 CG1069  HISTORY     - 1935     MONUMENTED       CGS
 CG1069  HISTORY     - 1935     GOOD             CGS
 CG1069  HISTORY     - 1935     GOOD             CGS
 CG1069  HISTORY     - 1957     GOOD             USGS
 CG1069  HISTORY     - 1960     GOOD             CGS
 CG1069  HISTORY     - 1987     GOOD             AZDT
 CG1069  HISTORY     - 19900706 GOOD             PIMACO
 CG1069
 CG1069                          STATION DESCRIPTION
 CG1069
 CG1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1069'ABOUT 22 MILES SOUTH OF TUCSON.
 CG1069'
 CG1069'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 80 AND 89, GO SOUTH ON
 CG1069'U.S. HIGHWAY 89 FOR 16.1 MILES TO SAHUARITA RAILROAD STATION,
 CG1069'FROM HERE CONTINUE SOUTH 0.4 MILE TO CROSSROADS WITH TWO STORES
 CG1069'AND FILLING STATION ON THE WEST SIDE, AT THIS POINT TURN LEFT,
 CG1069'CROSS RAILROAD TRACKS AND GO 0.2 MILE TO HIGH-VOLTAGE
 CG1069'TRANSFORMERS, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE CROSSING CATTLE
 CG1069'GUARD AND TURN RIGHT, GO 1.0 MILE AND TURN LEFT OFF
 CG1069'MAIN-TRAVELED ROAD AND TAKE ROAD TO THE RIGHT (PASSING TO
 CG1069'RIGHT OF SIGNS READING SANTA RITA RANGE RESERVE, RULAS RANCH
 CG1069'14.8 MILES, HELVETIA 13 MILES).  CONTINUE 2.8 MILES TO
 CG1069'STATION WHICH IS ABOUT 100 YARDS NORTH OF ROAD ON A FLAT SANDY
 CG1069'RISE, SOME 15 FEET HIGHER THAN THE SURROUNDING COUNTRY.
 CG1069'
 CG1069'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF STATION ON SOUTH SIDE OF
 CG1069'ROAD.
 CG1069'
 CG1069'REFERENCE MARKS NOS. 1 AND 2, SET IN SQUARE CONCRETE MONUMENT.
 CG1069
 CG1069                          STATION RECOVERY (1935)
 CG1069
 CG1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1069'ABOUT 22 MILES SOUTH OF TUCSON, IN NORTHWEST CORNER SEC. 34, T.
 CG1069'17 S., R. 14 E.
 CG1069'
 CG1069'REACHED FROM TUCSON BY GOING SOUTH TO THE JUNCTION OF U.S.
 CG1069'HIGHWAYS 80 AND 89, CONTINUE SOUTH ON U.S. HIGHWAY 89 FOR 16.3
 CG1069'MILES TO SAHUARITA RAILROAD STATION, FROM HERE CONTINUE SOUTH
 CG1069'FOR 0.4 MILE TO CROSSROADS WITH TWO STORES AND FILLING STATION
 CG1069'ON THE WEST SIDE, TURN LEFT (EAST) ACROSS THE RAILROAD TRACKS AND
 CG1069'GO 0.2 MILE TO HIGH-VOLTAGE TRANSFORMERS, CONTINUE STRAIGHT
 CG1069'AHEAD FOR 0.5 MILE TO CATTLE GUARD AND TURN RIGHT, GO 1.3 MILE
 CG1069'AND TURN LEFT OFF OF MAIN-TRAVELED ROAD AND TAKE ROAD TO THE
 CG1069'RIGHT, PASSING TO THE RIGHT OF SIGNS READING SANTA RITA
 CG1069'RANGE RESERVE, RUELAS RANCH 14.8 MILES, HELVETIA 13 MILES,
 CG1069'CONTINUE 2.9 MILES TO STATION.  THE STATION IS ON A FLAT SANDY
 CG1069'RISE SOME 15 FEET HIGHER THAN THE SURROUNDING COUNTRY, ABOUT 75
 CG1069'YARDS NORTH OF ROAD WHERE THE ROAD CURVES AND THERE IS A BARE
 CG1069'SPOT ABOUT 3 ACRES IN EXTENT.
 CG1069'
 CG1069'THE STATION WAS OCCUPIED EARLIER IN THE YEAR, AND THIS
 CG1069'OCCUPATION WAS FOR A TAKE-OFF ON AN ARC GOING EAST.  THE SAME
 CG1069'20-FOOT STAND WAS USED.
 CG1069
 CG1069                          STATION RECOVERY (1935)
 CG1069
 CG1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CG1069'RECOVERED IN GOOD CONDITION.
 CG1069
 CG1069                          STATION RECOVERY (1957)
 CG1069
 CG1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG1069'TO REACH FROM TUCSON BY GOING SOUTH TO THE JUNCTION OF U.S.
 CG1069'HIGHWAY 80 AND 89.  CONTINUE SOUTH ON U.S. HIGHWAY 89 FOR 16.3
 CG1069'MILES TO SAHUARITA POST OFFICE.  TURN LEFT E AND FOLLOW MAIN
 CG1069'ROAD FOR 0.7 MILES TO NORTH-SOUTH ROAD.  TURN RIGHT AND FOLLOW
 CG1069'MAIN ROAD FOR 4.3 MILES TO STATION.  THE STATION IS ON A FLAT,
 CG1069'SANDY RISE ABOUT 75 YARDS N OF THE ROAD, NEAR A 3 ACRE BARE
 CG1069'SPOT.
 CG1069
 CG1069                          STATION RECOVERY (1960)
 CG1069
 CG1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CG1069'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 CG1069'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CG1069'
 CG1069'THE ORIGINAL DESCRIPTION WAS ADEQUATE.
 CG1069
 CG1069                          STATION RECOVERY (1987)
 CG1069
 CG1069'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1069'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG1069'AS DESCRIBED.  DUE TO ROAD CHANGES A NEW ROUTE TO THE STATION FOLLOWS.
 CG1069'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 19 HELMET PEAK ROAD
 CG1069'TRAFFIC INTERCHANGE 16 MILES SOUTH OF TUCSON TRAVEL EAST ALONG
 CG1069'SAHUARITA ROAD 2.0 MILES TO SAHUARITA.  CROSS THE OLD HIGHWAY AND THE
 CG1069'RAILROAD AND TRAVEL EAST 0.65 MILE TO SANTA RITA ROAD.  TURN RIGHT AND
 CG1069'TRAVEL SOUTH FOR 2.8 MILES TO COUNTRY CLUB ROAD, CONTINUE SOUTH FOR
 CG1069'1.0 MILE TO A DIM TRACK ROAD ON THE LEFT AT THE NORTH EDGE OF A CLEAR
 CG1069'AREA.  TURN LEFT FOR ABOUT 75 YARDS TO THE STATION ON THE LEFT.
 CG1069
 CG1069                          STATION RECOVERY (1990)
 CG1069
 CG1069'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG1069'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CG1069'(EXIT 258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19,
 CG1069'SOUTH ON I-19 APPROX 16 MI (25.7 KM) TO HELMET PEAK/SAHUARITA RD
 CG1069'(EXIT KM 75), EAST ON SAHUARITA RD APPROX 6 MI (9.7 KM) TO SANTA RITA
 CG1069'RD, SOUTH/SOUTHEAST ALONG SANTA RITA ROAD 3.7 MI (6.0 KM) TO A DIM
 CG1069'DIRT ROAD ON THE NORTHEAST SIDE OF SANTA RITA RD.  THE STATION
 CG1069'MONUMENT IS 200 FT (61.0 M) NORTH ALONG THE DIRT ROAD AND 75 FT
 CG1069'(22.9 M) NORTHWESTERLY FROM CENTER OF DIRT ROAD.  TOWNSHIP 17 SOUTH,
 CG1069'RANGE 14 EAST, SECTION 28, GILA AND SALT RIVER MERIDIAN.
 CG1069'THE DESCRIPTION OF THE STATION IS A BRONZE DISK INSCRIBED WITH, U.S.
 CG1069'COAST GEODETIC SURVEY TRIANGULATION STATION, STAMPED, RITA 1935.
 CG1069'EMBEDDED IN A 12 INCH BY 12 INCH BY 6 INCH HIGH CONCRETE MONUMENT.
 CG1069'WITNESSED WITH WITNESS POST, REFERENCE MARK NO. 1 IS 71.1 FT
 CG1069'(21.7 M)  NORTHEAST AND REFERENCE MARK NO. 2 IS 77.5 FT (23.6 M)
 CG1069'EAST/SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2087 ***********************************************************************
 DV2087  DESIGNATION -  RIVER
 DV2087  PID         -  DV2087
 DV2087  STATE/COUNTY-  AZ/MARICOPA
 DV2087  USGS QUAD   -  LONE BUTTE (1973)
 DV2087
 DV2087                         *CURRENT SURVEY CONTROL
 DV2087  ___________________________________________________________________
 DV2087* NAD 83(1992)-  33 21 22.57286(N)    112 01 27.31621(W)     ADJUSTED  
 DV2087* NAVD 88     -       669.5    (meters)    2197.     (feet)  VERTCON   
 DV2087  ___________________________________________________________________
 DV2087  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DV2087  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV2087  HORZ ORDER  -  FIRST
 DV2087
 DV2087.The horizontal coordinates were established by classical geodetic methods
 DV2087.and adjusted by the National Geodetic Survey in August 1993.
 DV2087
 DV2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2087
 DV2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2087
 DV2087.The geoid height was determined by GEOID03.
 DV2087
 DV2087;                    North         East     Units Scale Factor Converg.
 DV2087;SPC AZ C     -   261,265.849   203,347.173   MT  0.99990124   -0 03 33.0
 DV2087;SPC AZ C     -   857,171.42    667,149.52   iFT  0.99990124   -0 03 33.0
 DV2087;UTM  12      - 3,691,252.612   404,702.785   MT  0.99971196   -0 33 47.6
 DV2087
 DV2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2087!SPC AZ C     -   0.99989957  x   0.99990124  =   0.99980082
 DV2087!UTM  12      -   0.99989957  x   0.99971196  =   0.99961156
 DV2087
 DV2087:                Primary Azimuth Mark                     Grid Az
 DV2087:SPC AZ C     -  PHOENIX SKY HARBOR MUN APT TWR           005 18 00.5
 DV2087:UTM  12      -  PHOENIX SKY HARBOR MUN APT TWR           005 48 15.1
 DV2087
 DV2087|---------------------------------------------------------------------|
 DV2087| PID    Reference Object                     Distance      Geod. Az  |
 DV2087|                                                           dddmmss.s |
 DV2087| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 8.8 KM 0051427.5 |
 DV2087| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX.11.1 KM 0204810.6 |
 DV2087| DU2172 TEMPE BUTTE AIRWAY BEACON           APPROX.11.5 KM 0455045.4 |
 DV2087| CH5324 RIVER RM 3                            4.348 METERS 05923     |
 DV2087| DU2176 GUADALUPE RAD STA KUPD CEN MST      APPROX. 5.8 KM 0680918.9 |
 DV2087| CH5322 RIVER RM 1                            4.689 METERS 07141     |
 DV2087| CH5323 RIVER RM 2                           13.050 METERS 13241     |
 DV2087| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX. 4.3 KM 2343933.1 |
 DV2087| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX. 4.3 KM 2352050.9 |
 DV2087| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX. 4.5 KM 2352411.0 |
 DV2087| DV2100 POWER PLANT W OF PHOENIX CHIM       APPROX.15.5 KM 3082713.2 |
 DV2087| DV2071 PHOENIX EAST RADIO TOWER            APPROX.11.3 KM 3355721.9 |
 DV2087| DV2078 PHOENIX WESTWARD HO HOTEL FP        APPROX.11.9 KM 3370143.7 |
 DV2087| CH6204 RIVER AZ MK                                        3565900.2 |
 DV2087|---------------------------------------------------------------------|
 DV2087
 DV2087                          SUPERSEDED SURVEY CONTROL
 DV2087
 DV2087  NAD 83(1986)-  33 21 22.56713(N)    112 01 27.32129(W) AD(       ) 1
 DV2087  NAD 27      -  33 21 22.40118(N)    112 01 24.79423(W) AD(       ) 1
 DV2087  NGVD 29 (07/19/86)  668.9    (m)         2195.     (f) VERT ANG    3  
 DV2087
 DV2087.Superseded values are not recommended for survey control.
 DV2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2087.See file dsdata.txt to determine how the superseded data were derived.
 DV2087
 DV2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0470391253(NAD 83)
 DV2087_MARKER: DS = TRIANGULATION STATION DISK
 DV2087_SETTING: 66 = SET IN ROCK OUTCROP
 DV2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2087+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 DV2087
 DV2087  HISTORY     - Date     Condition        Report By
 DV2087  HISTORY     - 1935     MONUMENTED       CGS
 DV2087  HISTORY     - 1947     GOOD             CGS
 DV2087  HISTORY     - 1952     GOOD             AMS
 DV2087  HISTORY     - 1959     GOOD             AMS
 DV2087  HISTORY     - 1959     GOOD             CGS
 DV2087  HISTORY     - 1962     GOOD             CGS
 DV2087  HISTORY     - 20051218 GOOD             GEOCAC
 DV2087  HISTORY     - 20080701 MARK NOT FOUND   GEOCAC
 DV2087
 DV2087                          STATION DESCRIPTION
 DV2087
 DV2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2087'ABOUT 6 MILES, AIR LINE, SOUTH OF PHOENIX IN THE PHOENIX
 DV2087'MOUNTAINS, ON THE HIGHER AND MORE NORTHEASTERN OF TWO HILLS
 DV2087'FROM THE ROAD, THE OTHER HILL BEING ABOUT 800 YARDS TO THE
 DV2087'SOUTH AND WEST.  MARKED BY A STANDARD BRONZE DISK.
 DV2087'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DV2087'DISK IS 4.784 METERS (15.70 FEET) FROM STATION
 DV2087'REFERENCE MARK NO. 2, A STANDARD
 DV2087'BRONZE REFERENCE DISK IS 13.585 METERS (44.57 FEET)
 DV2087'FROM STATION.  NO AZIMUTH MARK
 DV2087'ESTABLISHED.  OTHER STATIONS VISIBLE FROM THE GROUND.
 DV2087
 DV2087                          STATION RECOVERY (1947)
 DV2087
 DV2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2087'THE STATION AND REFERENCE MARKS WAS FOUND IN GOOD CONDITION AS
 DV2087'DESCRIBED WITH THE EXCEPTION OF DISTANCES TO BOTH REFERENCE
 DV2087'MARKS, THE PREVIOUS MEASUREMENTS APPEARS TO BE A SLOPE DISTANCE
 DV2087'FROM INSTRUMENT AND NEVER CONVERTED.  AN AZIMUTH MARK WAS
 DV2087'ESTABLISHED.  THE CORRECT DISTANCES AND DIRECTIONS LISTED BELOW.
 DV2087'
 DV2087'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTH OF PHOENIX,
 DV2087'IN THE SALT RIVER MOUNTAINS, ON THE HIGHER AND MORE NORTHEASTERN
 DV2087'OF TWO HILLS VISIBLE FROM ROAD, THE OTHER HILL BEING ABOUT 300
 DV2087'YARDS TO THE SOUTH AND WEST.  MARKED BY A BRONZE DISK
 DV2087'AND STAMPED RIVER 1935.
 DV2087'
 DV2087'REFERENCE MARK NO. 1 IS A BRONZE DISK
 DV2087'ON THE NORTH SIDE OF RIDGE AND APPROXIMATELY 18 INCHES LOWER THAN
 DV2087'STATION, SET FLUSH AND STAMPED RIVER 1935.
 DV2087'
 DV2087'REFERENCE MARK NO. 2 IS A BRONZE DISK
 DV2087'IS APPROXIMATELY 4 FEET LOWER THAN STATION, 6 FEET NORTH
 DV2087'OF THE SOUTH SIDE OF RIDGE, PROJECTS 3 FEET AND IS STAMPED
 DV2087'RIVER NO 2 1935.
 DV2087'
 DV2087'THE AZIMUTH MARK IS A BRONZE DISK, LOCATED APPROXIMATELY 0.25
 DV2087'MILE NORTH OF STATION, 250 YARDS NORTH OF A LOW RIDGE WHERE
 DV2087'TRAIL GOES INTO A SMALL BASIN, 5 FEET EAST OF TRAIL, 5 FEET NORTH
 DV2087'OF A 3-FOOT ROCK CAIRN, SET FLUSH IN OUTCROPPING BEDROCK AND
 DV2087'STAMPED--RIVER 1947.
 DV2087'
 DV2087'TO REACH THE INTERSECTION OF VAN BUREN AND CENTRAL AVENUE
 DV2087'IN PHOENIX, GO SOUTH ON CENTRAL AVENUE TO ITS INTERSECTION WITH
 DV2087'BASELINE ROAD.  TURN LEFT, EAST, ON BASELINE ROAD FOR 2.5 MILES
 DV2087'TO ITS INTERSECTION WITH 24TH STREET AND SIGN--MICHELL LODGE.
 DV2087'TURN RIGHT, SOUTH, AND GO 0.6 MILE TO A CROSSROAD.  CONTINUE
 DV2087'STRAIGHT AHEAD 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND FOLLOW
 DV2087'ROAD FOR 0.4 MILE INTO CANYON AND UP CANYON TO A SMALL BASIN,
 DV2087'PICNIC SITE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT,
 DV2087'TAKE TRAIL WHICH LEADS EASTERLY AROUND MOUNTAIN SIDE FOR
 DV2087'APPROXIMATELY 1.3 MILE TO A SMALL BASIN, (AZIMUTH MARK IS
 DV2087'APPROXIMATELY 250 YARDS BEFORE REACHING THIS BASIN).
 DV2087'STATION IS DUE SOUTH FROM THIS POINT.  LEAVE TRAIL AND GO UP
 DV2087'STEEP SLOPE TO THE SHARPER POINTED ONE OF THE TWIN PEAKS
 DV2087'AND STATION SITE AS DESCRIBED ABOVE.  A 45-MINUTE PACK.
 DV2087'
 DV2087'OBSERVATIONS MADE FROM A 1.3 M TRIPOD.
 DV2087
 DV2087                          STATION RECOVERY (1952)
 DV2087
 DV2087'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 DV2087'STATION RECOVERED AS DESCRIBED.
 DV2087'
 DV2087'REFERENCE MARK 1 NOT RECOVERED.
 DV2087'
 DV2087'REFERENCE MARK 2 RECOVERED AS DESCRIBED.
 DV2087'
 DV2087'THE STATION IS CEMENTED IN OUTCROPPING BEDROCK ON N EASTERNMOST
 DV2087'OF TWO BUTTES AND IS STAMPED RIVER 1935.
 DV2087'
 DV2087'AZIMUTH MARK WAS NOT SEARCHED FOR.
 DV2087
 DV2087                          STATION RECOVERY (1959)
 DV2087
 DV2087'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DV2087'STATION RECOVERED AS DESCRIBED.
 DV2087'
 DV2087'REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE RECOVERED.
 DV2087'
 DV2087'REFERENCE MARK 1 WAS NOT FOUND.
 DV2087
 DV2087                          STATION RECOVERY (1959)
 DV2087
 DV2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV2087'THE STATION WAS FOUND AS DESCRIBED, AND ALL MARKS WERE IN GOOD
 DV2087'CONDITION WITH THE EXCEPTION OF REFERENCE MARK NO. 1 WHICH
 DV2087'SHOWED EVIDENCE OF HAVING BEEN FORCED FROM THE ROCK AND WAS NOT
 DV2087'FOUND.  A NEW MARK STAMPED RIVER 1935 NO 3 1959 WAS CEMENTED
 DV2087'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 DV2087'IT IS 1 FOOT LOWER THAN THE STATION MARK AND 4 FEET
 DV2087'SOUTH OF THE NORTH EDGE OF THE RIM.
 DV2087
 DV2087                          STATION RECOVERY (1962)
 DV2087
 DV2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2087'STATION WAS RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION AND
 DV2087'1959 RECOVERY NOTE AND ALL MARKS WERE FOUND TO BE IN GOOD
 DV2087'CONDITION.  THE DISTANCE TO ALL MARKS CHECKED WITH 1959
 DV2087'RECOVERY NOTE.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO
 DV2087'REFERENCE MARKS.  ORIGINAL TO REACH IS ADEQUATE.
 DV2087
 DV2087                          STATION RECOVERY (2005)
 DV2087
 DV2087'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DV2087'RECOVERED IN GOOD CONDITION.
 DV2087
 DV2087                          STATION RECOVERY (2008)
 DV2087
 DV2087'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV2087'STATION RIVER AND RIVER RM 3 NOT FOUND. TRACES OF CEMENT WERE LOCATED
 DV2087'AT LIKELY FORMER
 DV2087'LOCATIONS OF THE MARKS.  RIVER RM 2 RECOVERED IN GOOD CONDITION.
 DV2087'AZIMUTH MARK RECOVERED IN
 DV2087'FAIR CONDITION, SURFACE OF DISK HAS BEEN MARRED BY VANDALS BUT IS
 DV2087'OTHERWISE INTACT.  HANDHELD
 DV2087'GPSR INDICATED COORDINATES OF AZIMUTH MARK AS N 33 21.602 W 112
 DV2087'01.471.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0572 ***********************************************************************
 FQ0572  DESIGNATION -  RIVEREDGE
 FQ0572  PID         -  FQ0572
 FQ0572  STATE/COUNTY-  AZ/COCONINO
 FQ0572  USGS QUAD   -  WUPATKI NE (1980)
 FQ0572
 FQ0572                         *CURRENT SURVEY CONTROL
 FQ0572  ___________________________________________________________________
 FQ0572* NAD 83(1992)-  35 44 53.35237(N)    111 19 15.29369(W)     ADJUSTED  
 FQ0572* NAVD 88     -      1284.2    (meters)    4213.     (feet)  VERTCON   
 FQ0572  ___________________________________________________________________
 FQ0572  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FQ0572  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0572  HORZ ORDER  -  SECOND
 FQ0572
 FQ0572.The horizontal coordinates were established by classical geodetic methods
 FQ0572.and adjusted by the National Geodetic Survey in August 1993.
 FQ0572
 FQ0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0572
 FQ0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0572
 FQ0572.The geoid height was determined by GEOID03.
 FQ0572
 FQ0572;                    North         East     Units Scale Factor Converg.
 FQ0572;SPC AZ C     -   526,735.285   267,240.366   MT  0.99993576   +0 20 53.0
 FQ0572;SPC AZ C     - 1,728,134.14    876,772.85   iFT  0.99993576   +0 20 53.0
 FQ0572;UTM  12      - 3,956,063.048   470,984.971   MT  0.99961037   -0 11 15.0
 FQ0572
 FQ0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0572!SPC AZ C     -   0.99980225  x   0.99993576  =   0.99973802
 FQ0572!UTM  12      -   0.99980225  x   0.99961037  =   0.99941269
 FQ0572
 FQ0572|---------------------------------------------------------------------|
 FQ0572| PID    Reference Object                     Distance      Geod. Az  |
 FQ0572|                                                           dddmmss.s |
 FQ0572| CH3209 RIVEREDGE RM 1                        6.206 METERS 11336     |
 FQ0572| CH3208 RIVEREDGE AZ MK                                    2451508.9 |
 FQ0572| CH3210 RIVEREDGE RM 2                       17.148 METERS 34731     |
 FQ0572|---------------------------------------------------------------------|
 FQ0572
 FQ0572                          SUPERSEDED SURVEY CONTROL
 FQ0572
 FQ0572  NAD 83(1986)-  35 44 53.35440(N)    111 19 15.28192(W) AD(       ) 2
 FQ0572  NAD 27      -  35 44 53.36878(N)    111 19 12.75897(W) AD(       ) 2
 FQ0572  NGVD 29 (07/19/86) 1283.4    (m)         4211.     (f) VERT ANG    3  
 FQ0572
 FQ0572.Superseded values are not recommended for survey control.
 FQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0572.See file dsdata.txt to determine how the superseded data were derived.
 FQ0572
 FQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7098556063(NAD 83)
 FQ0572_MARKER: DS = TRIANGULATION STATION DISK
 FQ0572_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0572_SP_SET: PARTIALLY EXPOSED BEDROCK
 FQ0572
 FQ0572  HISTORY     - Date     Condition        Report By
 FQ0572  HISTORY     - 1936     MONUMENTED       CGS
 FQ0572  HISTORY     - 1955     GOOD             CGS
 FQ0572  HISTORY     - 1955     GOOD             USGS
 FQ0572  HISTORY     - 1969     GOOD             USGS
 FQ0572
 FQ0572                          STATION DESCRIPTION
 FQ0572
 FQ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0572'STATION IS LOCATED ON A GRAVEL SPUR AT THE WEST EDGE OF THE
 FQ0572'LITTLE COLORADO RIVER, WHERE IT MAKES A SLIGHT BEND FROM
 FQ0572'NORTHEAST TO NORTH 1/2 MILE SOUTH OF TOWNSHIP-LINE FENCE
 FQ0572'(TWPS. 27 AND 28) WHERE IT DROPS DOWN TO THE RIVER.  THE STATION
 FQ0572'LOCATION WILL BE IDENTIFIED IN THE PHOTOGRAPH BY BEING ON THE
 FQ0572'SPUR WITH 25-FOOT VERTICAL CLIFF AT EDGE OF RIVER, THE ONLY
 FQ0572'SPUR IN THE VICINITY, AND 150 YARDS SOUTH OF SOUTH END OF A
 FQ0572'LONG GROUP OF TREES AS EDGE OF RIVER.  THE STATION IS ON THE
 FQ0572'GRAVEL, ABOUT 100 FEET WEST OF THE ROCK CLIFF AT THE END OF
 FQ0572'THE SPUR.  A PROMINENT ROCK CAIRN AT ABOUT 1/2 MILE BEARS 286
 FQ0572'DEG MAGNETIC.  STATION MARK IS SET FLUSH IN BEDROCK.
 FQ0572'
 FQ0572'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 89, 6 MILES
 FQ0572'EAST OF FLAGSTAFF, GO NORTH ON HIGHWAY 89 FOR 40.4 MILES TO
 FQ0572'WHERE OLD HIGHWAY CROSSES THE NEW.  THERE IS A WIRE GATE ON EACH
 FQ0572'SIDE OF THE ROAD (NEW HIGHWAY 89).  LEAVE HIGHWAY 89 AND TURN
 FQ0572'RIGHT THROUGH WIRE GATE AND GO EAST AND NORTH ON OLD GRADED
 FQ0572'HIGHWAY FOR 0.7 MILE TO WHERE A BLADED ROAD CUTS BACK, TO RIGHT.
 FQ0572'TURN ON BLADED ROAD AND GO SOUTHWESTERLY AND SOUTH FOR 1.6
 FQ0572'MILES TO A DIM TRACK ROAD TO THE LEFT WITH TWO PETRIFIED LOGS
 FQ0572'IN FORK.  LEAVE BLADED ROAD AND DRIVE SOUTHEASTERLY ON DIM TRACK
 FQ0572'ROAD FOR 0.4 MILE.  CLIMB OUT OF CREEK BED (0.1) TO FORKS.
 FQ0572'TAKE LEFT FORK AND GO 0.5 MILE TO FORKS.  TAKE LEFT FORK
 FQ0572'ACROSS WASH AND GO SOUTHEAST 0.4 MILE.  TAKE LEFT FORK AND GO
 FQ0572'0.2 MILE TO FORKS.  TAKE LEFT FORK AND GO 2.6 MILES TO A GATE IN
 FQ0572'TOWNSHIP-LINE FENCE.  GO THROUGH GATE AND CONTINUE ON ROAD FOR
 FQ0572'2.5 MILES TO LARGE WASH.  GO DOWN INTO WASH AND LEAVE
 FQ0572'ROAD.  DRIVE NORTHEASTERLY ACROSS GRAVEL RIDGES 1.2 MILES
 FQ0572'TOWARD RIVER AND STATION.
 FQ0572'
 FQ0572'REFERENCE MARK NO. 1 IS 20.36 FEET EAST-SOUTHEAST OF STATION,
 FQ0572'FLUSH WITH THE ROCK.
 FQ0572'
 FQ0572'REFERENCE MARK NO. 2 IS 56.26 FEET NORTH-NORTHWEST OF STATION,
 FQ0572'FLUSH WITH ROCK.
 FQ0572'
 FQ0572'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF STATION ON THE
 FQ0572'SOUTH RIM OF A CIRCULAR WASH, 65 PACES NORTH OF POINT WHERE
 FQ0572'ROAD LEADING TO STATION GOES DOWN OVER RIM.
 FQ0572'
 FQ0572'LIGHTS SHOWN FROM A 15-FOOT STAND AT BLACK POINT AND FROM
 FQ0572'THE GROUND AT PLAINS WERE VISIBLE FROM THE GROUND AT THIS
 FQ0572'STATION.
 FQ0572'
 FQ0572'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FQ0572
 FQ0572                          STATION RECOVERY (1955)
 FQ0572
 FQ0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0572'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FQ0572'A COMPLETE DESCRIPTION FOLLOWS--
 FQ0572'
 FQ0572'THE STATION IS LOCATED 3.7 MI. NE OF THE MOST N RIM OF BLACK
 FQ0572'MESA, AND 1.24 MI. N OF A POINT WHERE THE LITTLE COLORADO
 FQ0572'RIVER MAKES A 35 DEG BEND FROM NW TO A N DIRECTION.
 FQ0572'
 FQ0572'THE STATION IS ON THE TOP OF A ROCK AND GRAVEL SPUR EXTENDING
 FQ0572'TO THE RIVER EDGE, APPROXIMATELY 20 FT. HIGHER THAN THE
 FQ0572'SURROUNDING TERRAIN, 25 FT. ABOVE THE RIVER LEVEL, AND AT THE
 FQ0572'S END OF A ONE-MI.-STRIP OF TREES AND BRUSH ALONG THE W EDGE
 FQ0572'OF THE RIVER.  STATION IS 100 FT. W OF THE RIVER EDGE.  THE
 FQ0572'MARK IS A STANDARD DISK, SET FLUSH WITH THE SURFACE IN BEDROCK.
 FQ0572'
 FQ0572'REFERENCE MARK 1 IS 20.34 FT. E-SE OF THE STATION, AT ABOUT
 FQ0572'THE SAME ELEVATION.  A STANDARD DISK, STAMPED RIVEREDGE NO 1
 FQ0572'1936 AND SET FLUSH WITH THE SURFACE IN BEDROCK.
 FQ0572'
 FQ0572'REFERENCE MARK 2 IS 56.07 FT. N-NW OF THE STATION, AND ABOUT
 FQ0572'6 FT. LOWER THAN THE STATION.  A STANDARD REFERENCE-MARK DISK,
 FQ0572'STAMPED RIVEREDGE NO 2 1936 AND SET FLUSH WITH THE SURFACE IN
 FQ0572'ROCK.
 FQ0572'
 FQ0572'THE AZIMUTH MARK WAS NOT RECOVERED.
 FQ0572'
 FQ0572'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FQ0572'RAILWAY DEPOT IN FLAGSTAFF, GO E ON U.S. HIGHWAY 66 FOR 3.7 MI.
 FQ0572'TO THE JUNCTION WITH U.S. HIGHWAY 89, TURN LEFT AND PROCEED
 FQ0572'N ALONG U.S. HIGHWAY 89 FOR 32.4 MI. TO A GATE ON THE E SIDE
 FQ0572'OF THE ROAD (THE ENTRANCE TO BABBITTS SPIDER WEB RANCH).  TURN
 FQ0572'E THROUGH THE GATE AND GO 1.1 MI. TO THE RANCH BUILDINGS.
 FQ0572'CONTINUE E PAST THE CORRALS FOLLOWING A GRADED ROAD PASSING
 FQ0572'THROUGH A FENCE LINE FOR 2.5 MI. FROM THE RANCH BUILDINGS,
 FQ0572'PASSING A N-S BLADED ROAD 8.0 MI. FROM THE RANCH BUILDINGS,
 FQ0572'AND RUNNING BELOW THE RIM ROCK ALONG THE E SIDE OF BLACK
 FQ0572'MESA TO A POINT 12.4 MI. ALONG THE ROAD FROM THE RANCH
 FQ0572'BUILDINGS.  THERE WAS A ROAD BLOCK AT THIS POINT AT THE TIME
 FQ0572'THE STATION WAS VISITED.  THE STATION WAS REACHED BY
 FQ0572'PACKING NE FOR ABOUT 3.5 MI.  THE STATION SITE CAN ALSO BE
 FQ0572'REACHED FROM THE GATE ON U.S. HIGHWAY 89 A SHORT DISTANCE
 FQ0572'N OF GREY MOUNTAIN TRADING POST.  THE GATE POSTS ARE PAINTED
 FQ0572'ORANGE.  PROCEED S AND E FROM THE GATE ALONG ROADS
 FQ0572'DEVELOPED BY THE BLACKWOOD OIL AND URANIUM COMPANY TO
 FQ0572'WITHIN ABOUT 0.5 MI. OF THE RIVER, THENCE E TO THE STATION
 FQ0572'SITE.
 FQ0572
 FQ0572                          STATION RECOVERY (1955)
 FQ0572
 FQ0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0572'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0572'AGREE WITH CGS.  NEW TO REACH FOLLOWS.
 FQ0572'
 FQ0572'TO REACH FROM GRAY MOUNTAIN TRADING POST, DRIVE 3.0 MI N. ON U.S.
 FQ0572'HWY. 89.  TURN RIGHT ON BLADED RD. 4.6 MI TO RD. FORKS.  TAKE LEFT
 FQ0572'FORK 0.3 MI TO RD. FORKS.  TAKE RIGHT FORK 1.1 MI TO WIRE GATE IN
 FQ0572'E.-W. FENCE.  CONTINUE ON BLADED RD. 1.6 MI TO RD. FORKS.  TAKE
 FQ0572'LEFT FORK 1.1 MI.  TURN RIGHT ON BULLDOZER TRAIL 0.4 MI TO FORKS.
 FQ0572'TAKE RIGHT FORK FOLLOWING TRACKS NEAR RIVER BANK 0.5 MI TO
 FQ0572'STATION.
 FQ0572
 FQ0572                          STATION RECOVERY (1969)
 FQ0572
 FQ0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0572'RECOVERED AS DESCRIBED BY CGS.  RMS NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0052 ***********************************************************************
 FQ0052  DESIGNATION -  RIVET
 FQ0052  PID         -  FQ0052
 FQ0052  STATE/COUNTY-  AZ/NAVAJO
 FQ0052  USGS QUAD   -  WINSLOW (1986)
 FQ0052
 FQ0052                         *CURRENT SURVEY CONTROL
 FQ0052  ___________________________________________________________________
 FQ0052* NAD 83(1986)-  35 00 19.     (N)    110 39 15.     (W)     SCALED    
 FQ0052* NAVD 88     -      1482.745  (meters)    4864.64   (feet)  ADJUSTED  
 FQ0052  ___________________________________________________________________
 FQ0052  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0052  DYNAMIC HT  -        1480.782 (meters)    4858.20  (feet)  COMP
 FQ0052  MODELED GRAV-     979,258.8   (mgal)                       NAVD 88
 FQ0052
 FQ0052  VERT ORDER  -  SECOND    CLASS 0
 FQ0052
 FQ0052.The horizontal coordinates were scaled from a topographic map and have
 FQ0052.an estimated accuracy of +/- 6 seconds.
 FQ0052
 FQ0052.The orthometric height was determined by differential leveling
 FQ0052.and adjusted in June 1991.
 FQ0052
 FQ0052.The geoid height was determined by GEOID03.
 FQ0052
 FQ0052.The dynamic height is computed by dividing the NAVD 88
 FQ0052.geopotential number by the normal gravity value computed on the
 FQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0052.degrees latitude (g = 980.6199 gals.).
 FQ0052
 FQ0052.The modeled gravity was interpolated from observed gravity values.
 FQ0052
 FQ0052;                    North         East    Units  Estimated Accuracy
 FQ0052;SPC AZ E     -   444,270.      168,860.      MT  (+/- 180 meters Scaled)
 FQ0052
 FQ0052                          SUPERSEDED SURVEY CONTROL
 FQ0052
 FQ0052  NGVD 29 (??/??/92) 1481.997  (m)         4862.19   (f) ADJ UNCH    2 0
 FQ0052
 FQ0052.Superseded values are not recommended for survey control.
 FQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0052.See file dsdata.txt to determine how the superseded data were derived.
 FQ0052
 FQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD315736(NAD 83)
 FQ0052_MARKER: R = RIVET
 FQ0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0052_SP_SET: ABUTMENT
 FQ0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0052
 FQ0052  HISTORY     - Date     Condition        Report By
 FQ0052  HISTORY     - UNK      MONUMENTED       ATSFRR
 FQ0052  HISTORY     - 1935     GOOD             NGS
 FQ0052  HISTORY     - 1959     GOOD             NGS
 FQ0052  HISTORY     - 19951128 GOOD             USPSQD
 FQ0052  HISTORY     - 20030730 GOOD             USPSQD
 FQ0052
 FQ0052                          STATION DESCRIPTION
 FQ0052
 FQ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FQ0052'2.9 MI E FROM WINSLOW.
 FQ0052'2.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FQ0052'WINSLOW, NAVAJO COUNTY, 3-1/4 POLES EAST OF MILEPOST 283, AT
 FQ0052'STEEL-TRUSS BRIDGE A 283 OVER LITTLE COLORADO RIVER, IN THE TOP OF THE
 FQ0052'NORTH END OF THE WEST ABUTMENT, AND 12 FEET NORTH OF THE CENTERLINE OF
 FQ0052'THE NORTH MAIN TRACK.  AN IRON RIVET.
 FQ0052
 FQ0052                          STATION RECOVERY (1959)
 FQ0052
 FQ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FQ0052'RECOVERED IN GOOD CONDITION.
 FQ0052
 FQ0052                          STATION RECOVERY (1995)
 FQ0052
 FQ0052'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0052'RECOVERED IN GOOD CONDITION.
 FQ0052
 FQ0052                          STATION RECOVERY (2003)
 FQ0052
 FQ0052'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0195 ***********************************************************************
 ES0195  DESIGNATION -  RM
 ES0195  PID         -  ES0195
 ES0195  STATE/COUNTY-  AZ/COCONINO
 ES0195  USGS QUAD   -  WOODS CANYON (1990)
 ES0195
 ES0195                         *CURRENT SURVEY CONTROL
 ES0195  ___________________________________________________________________
 ES0195* NAD 83(1986)-  34 18 46.     (N)    110 55 21.     (W)     SCALED    
 ES0195* NAVD 88     -      2312.275  (meters)    7586.19   (feet)  ADJUSTED  
 ES0195  ___________________________________________________________________
 ES0195  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0195  DYNAMIC HT  -        2308.789 (meters)    7574.75  (feet)  COMP
 ES0195  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 ES0195
 ES0195  VERT ORDER  -  SECOND    CLASS 0
 ES0195
 ES0195.The horizontal coordinates were scaled from a topographic map and have
 ES0195.an estimated accuracy of +/- 6 seconds.
 ES0195
 ES0195.The orthometric height was determined by differential leveling
 ES0195.and adjusted in June 1991.
 ES0195
 ES0195.The geoid height was determined by GEOID03.
 ES0195
 ES0195.The dynamic height is computed by dividing the NAVD 88
 ES0195.geopotential number by the normal gravity value computed on the
 ES0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0195.degrees latitude (g = 980.6199 gals.).
 ES0195
 ES0195.The modeled gravity was interpolated from observed gravity values.
 ES0195
 ES0195;                    North         East    Units  Estimated Accuracy
 ES0195;SPC AZ C     -   367,790.      304,860.      MT  (+/- 180 meters Scaled)
 ES0195
 ES0195                          SUPERSEDED SURVEY CONTROL
 ES0195
 ES0195  NGVD 29 (??/??/92) 2311.261  (m)         7582.86   (f) ADJ UNCH    2 0
 ES0195
 ES0195.Superseded values are not recommended for survey control.
 ES0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0195.See file dsdata.txt to determine how the superseded data were derived.
 ES0195
 ES0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC071968(NAD 83)
 ES0195_MARKER: N = NAIL
 ES0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0195_SP_SET: TREE
 ES0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0195
 ES0195  HISTORY     - Date     Condition        Report By
 ES0195  HISTORY     - UNK      MONUMENTED       USGS
 ES0195  HISTORY     - 1935     GOOD             NGS
 ES0195
 ES0195                          STATION DESCRIPTION
 ES0195
 ES0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0195'55.0 MI SW FROM WINSLOW.
 ES0195'IN COCONINO COUNTY, 55.0 MILES SOUTHWEST ALONG THE PROMOTORY TOWER
 ES0195'ROAD FROM THE UNION OIL CO. BUILDING AT WINSLOW, NAVAJO COUNTY, THENCE
 ES0195'7.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO 13 RANCH.  32 FEET WEST
 ES0195'OF THE CENTER OF THE JUNCTION OF THE OLD GORDON CANYON ROAD, 14 FEET
 ES0195'NORTH OF THE CENTER LINE OF THE 13 RANCH ROAD, AND IN THE BASE OF AN
 ES0195'18-INCH PINE TREE, PAINTED R M.  A UNITED STATES GEOLOGICAL SURVEY
 ES0195'STANDARD COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0046 ***********************************************************************
 DA0046  DESIGNATION -  RM 1
 DA0046  PID         -  DA0046
 DA0046  STATE/COUNTY-  AZ/PINAL
 DA0046  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0046
 DA0046                         *CURRENT SURVEY CONTROL
 DA0046  ___________________________________________________________________
 DA0046* NAD 83(1986)-  32 40 51.     (N)    112 12 13.     (W)     SCALED    
 DA0046* NAVD 88     -       618.80   (+/-2cm)    2030.2    (feet)  VERTCON   
 DA0046  ___________________________________________________________________
 DA0046  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0046
 DA0046.The horizontal coordinates were scaled from a topographic map and have
 DA0046.an estimated accuracy of +/- 6 seconds.
 DA0046
 DA0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0046.The vertical order pertains to the NGVD 29 superseded value.
 DA0046
 DA0046.The geoid height was determined by GEOID03.
 DA0046
 DA0046;                    North         East    Units  Estimated Accuracy
 DA0046;SPC AZ C     -   186,400.      186,450.      MT  (+/- 180 meters Scaled)
 DA0046
 DA0046                          SUPERSEDED SURVEY CONTROL
 DA0046
 DA0046  NGVD 29 (??/??/92)  618.133  (m)         2027.99   (f) ADJ UNCH    2 0
 DA0046
 DA0046.Superseded values are not recommended for survey control.
 DA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0046.See file dsdata.txt to determine how the superseded data were derived.
 DA0046
 DA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB871165(NAD 83)
 DA0046_MARKER: DR = REFERENCE MARK DISK
 DA0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0046_STAMPING: R M NO. 1 1936
 DA0046_MARK LOGO: USGLO 
 DA0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0046+STABILITY: SURFACE MOTION
 DA0046
 DA0046  HISTORY     - Date     Condition        Report By
 DA0046  HISTORY     - 1936     MONUMENTED       USGLO
 DA0046  HISTORY     - 1952     GOOD             CGS
 DA0046
 DA0046                          STATION DESCRIPTION
 DA0046
 DA0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0046'8.1 MI NW FROM BITTER WELL.
 DA0046'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0046'4.2 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 0.7 MILE NORTH ALONG A
 DA0046'FENCE, AT THE NORTHWEST CORNER OF THE PAPAGO INDIAN RESERVATION, AT A
 DA0046'GATE, ON THE PINAL-MARICOPA COUNTY LINE, 46.0 FEET NORTH OF THE
 DA0046'TRIANGLE, 39.7 FEET NORTHEAST OF THE WEST END OF THE GATE, AND SET IN
 DA0046'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0047 ***********************************************************************
 DA0047  DESIGNATION -  RM 2
 DA0047  PID         -  DA0047
 DA0047  STATE/COUNTY-  AZ/MARICOPA
 DA0047  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0047
 DA0047                         *CURRENT SURVEY CONTROL
 DA0047  ___________________________________________________________________
 DA0047* NAD 83(1986)-  32 40 50.     (N)    112 12 14.     (W)     SCALED    
 DA0047* NAVD 88     -       618.64   (+/-2cm)    2029.7    (feet)  VERTCON   
 DA0047  ___________________________________________________________________
 DA0047  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0047
 DA0047.The horizontal coordinates were scaled from a topographic map and have
 DA0047.an estimated accuracy of +/- 6 seconds.
 DA0047
 DA0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0047.The vertical order pertains to the NGVD 29 superseded value.
 DA0047
 DA0047.The geoid height was determined by GEOID03.
 DA0047
 DA0047;                    North         East    Units  Estimated Accuracy
 DA0047;SPC AZ C     -   186,370.      186,420.      MT  (+/- 180 meters Scaled)
 DA0047
 DA0047                          SUPERSEDED SURVEY CONTROL
 DA0047
 DA0047  NGVD 29 (??/??/92)  617.966  (m)         2027.44   (f) ADJ UNCH    2 0
 DA0047
 DA0047.Superseded values are not recommended for survey control.
 DA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0047.See file dsdata.txt to determine how the superseded data were derived.
 DA0047
 DA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB871165(NAD 83)
 DA0047_MARKER: DR = REFERENCE MARK DISK
 DA0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0047_STAMPING: R.M. N.2 1936
 DA0047_MARK LOGO: USGLO 
 DA0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0047+STABILITY: SURFACE MOTION
 DA0047
 DA0047  HISTORY     - Date     Condition        Report By
 DA0047  HISTORY     - 1936     MONUMENTED       USGLO
 DA0047  HISTORY     - 1952     GOOD             CGS
 DA0047
 DA0047                          STATION DESCRIPTION
 DA0047
 DA0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0047'8.1 MI NW FROM BITTER WELL.
 DA0047'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0047'4.2 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 0.7 MILE NORTH ALONG A
 DA0047'FENCE, AT THE NORTHWEST CORNER OF THE PAPAGO INDIAN RESERVATION, AT A
 DA0047'GATE, 38.7 FEET WEST OF THE TRIANGLE, 22.3 FEET SOUTHWEST OF THE WEST
 DA0047'END OF THE GATE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0047'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1979 ***********************************************************************
 CZ1979  DESIGNATION -  RNG TUCSON RADIO TU
 CZ1979  PID         -  CZ1979
 CZ1979  STATE/COUNTY-  AZ/PIMA
 CZ1979  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ1979
 CZ1979                         *CURRENT SURVEY CONTROL
 CZ1979  ___________________________________________________________________
 CZ1979* NAD 83(1992)-  32 08 19.35426(N)    111 09 43.69328(W)     ADJUSTED  
 CZ1979* NAVD 88     -              **(meters)            **(feet)            
 CZ1979  ___________________________________________________________________
 CZ1979  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 CZ1979  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ1979  HORZ ORDER  -  THIRD
 CZ1979
 CZ1979.This mark is at Ryan Field Airport (RYN)
 CZ1979
 CZ1979.The horizontal coordinates were established by classical geodetic methods
 CZ1979.and adjusted by the National Geodetic Survey in August 1993.
 CZ1979
 CZ1979
 CZ1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1979
 CZ1979.The geoid height was determined by GEOID03.
 CZ1979
 CZ1979;                    North         East     Units Scale Factor Converg.
 CZ1979;SPC AZ C     -   126,496.059   284,544.112   MT  0.99996247   +0 24 05.1
 CZ1979;SPC AZ C     -   415,013.32    933,543.67   iFT  0.99996247   +0 24 05.1
 CZ1979;UTM  12      - 3,555,822.275   484,708.384   MT  0.99960288   -0 05 10.5
 CZ1979
 CZ1979                          SUPERSEDED SURVEY CONTROL
 CZ1979
 CZ1979  NAD 83(1986)-  32 08 19.34924(N)    111 09 43.69234(W) AD(       ) 4
 CZ1979  NAD 27      -  32 08 19.07200(N)    111 09 41.33800(W) AD(       ) 3
 CZ1979
 CZ1979.Superseded values are not recommended for survey control.
 CZ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1979.See file dsdata.txt to determine how the superseded data were derived.
 CZ1979
 CZ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8470855822(NAD 83)
 CZ1979_MARKER: 42 = RADIO/TV MAST
 CZ1979
 CZ1979  HISTORY     - Date     Condition        Report By
 CZ1979  HISTORY     - 1962     FIRST OBSERVED   CGS
 CZ1979  HISTORY     - 1976     GOOD             NGS
 CZ1979  HISTORY     - 1976     GOOD             NGS
 CZ1979  HISTORY     - 19950107 GOOD             USPSQD
 CZ1979  HISTORY     - 20011210 GOOD             NGS
 CZ1979
 CZ1979                          STATION DESCRIPTION
 CZ1979
 CZ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1979'THE STATION IS 15 MILES, AIR LINE, SOUTH-SOUTHWEST OF TUCSON,
 CZ1979'0.5 MILE EAST OF THE HANGERS AT RYAN FIELD, AND 0.1 MILE NORTH
 CZ1979'OF STATE HIGHWAY 86.
 CZ1979'
 CZ1979'THE STATION IS THE TOP OF THE CENTER ONE OF FIVE 4-LEGGED STEEL
 CZ1979'TOWERS WHICH ARE PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.
 CZ1979'FOUR OF THE TOWERS ARE SET TO FORM A SQUARE WITH THE FIFTH
 CZ1979'ONE SETTING IN THE CENTER OF THE SQUARE.  THE FOUR OUTSIDE
 CZ1979'TOWERS HAVE A RED WARNING LIGHT ATOP THEM, THE FIFTH (CENTER ONE)
 CZ1979'DOES NOT.  ALL THE TOWERS ARE 125 FEET HIGH AND THE CENTER
 CZ1979'ONE IS 40 FEET NORTHWEST OF AN ORANGE AND WHITE BUILDING.
 CZ1979
 CZ1979                          STATION RECOVERY (1976)
 CZ1979
 CZ1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 CZ1979'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CZ1979'
 CZ1979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH,
 CZ1979'SOUTHWEAST OF TUCSON.
 CZ1979
 CZ1979                          STATION RECOVERY (1976)
 CZ1979
 CZ1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 CZ1979'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 CZ1979'PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT THAT ONLY THE
 CZ1979'CENTER ONE OF THE FIVE TOWERS REMAINS AND THERE ARE RED WARNING
 CZ1979'LIGHTS ATOP THE TOWER.
 CZ1979'
 CZ1979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RYAN FIELD
 CZ1979'(AIRPORT) 14 MILES SW OF TUCSON.
 CZ1979
 CZ1979                          STATION RECOVERY (1995)
 CZ1979
 CZ1979'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1979'RECOVERED IN GOOD CONDITION.
 CZ1979
 CZ1979                          STATION RECOVERY (2001)
 CZ1979
 CZ1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ1979'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0986 ***********************************************************************
 FR0986  DESIGNATION -  ROAD
 FR0986  PID         -  FR0986
 FR0986  STATE/COUNTY-  AZ/MOHAVE
 FR0986  USGS QUAD   -  MILKWEED CANYON SE (1967)
 FR0986
 FR0986                         *CURRENT SURVEY CONTROL
 FR0986  ___________________________________________________________________
 FR0986* NAD 83(1992)-  35 34 13.09399(N)    113 32 04.73944(W)     ADJUSTED  
 FR0986* NAVD 88     -      1428.     (meters)    4685.     (feet)  SCALED    
 FR0986  ___________________________________________________________________
 FR0986  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FR0986  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0986  HORZ ORDER  -  THIRD
 FR0986
 FR0986.The horizontal coordinates were established by classical geodetic methods
 FR0986.and adjusted by the National Geodetic Survey in August 1993.
 FR0986
 FR0986.The orthometric height was scaled from a topographic map.
 FR0986
 FR0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0986
 FR0986.The geoid height was determined by GEOID03.
 FR0986
 FR0986;                    North         East     Units Scale Factor Converg.
 FR0986;SPC AZ W     -   506,878.951   232,880.263   MT  0.99993803   +0 07 31.0
 FR0986;SPC AZ W     - 1,662,988.68    764,042.86   iFT  0.99993803   +0 07 31.0
 FR0986;UTM  12      - 3,939,247.171   270,300.799   MT  1.00025023   -1 28 30.2
 FR0986
 FR0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0986!SPC AZ W     -   0.99978005  x   0.99993803  =   0.99971809
 FR0986!UTM  12      -   0.99978005  x   1.00025023  =   1.00003022
 FR0986
 FR0986|---------------------------------------------------------------------|
 FR0986| PID    Reference Object                     Distance      Geod. Az  |
 FR0986|                                                           dddmmss.s |
 FR0986| CH3212 ROAD RM 1                            13.670 METERS 04448     |
 FR0986| CH3213 ROAD RM 2                            11.607 METERS 14405     |
 FR0986| CH3211 ROAD AZ MK                                         1640039.1 |
 FR0986|---------------------------------------------------------------------|
 FR0986
 FR0986                          SUPERSEDED SURVEY CONTROL
 FR0986
 FR0986  NAD 83(1986)-  35 34 13.08780(N)    113 32 04.74051(W) AD(       ) 3
 FR0986  NAD 27      -  35 34 13.12200(N)    113 32 01.96000(W) AD(       ) 3
 FR0986
 FR0986.Superseded values are not recommended for survey control.
 FR0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0986.See file dsdata.txt to determine how the superseded data were derived.
 FR0986
 FR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7030139247(NAD 83)
 FR0986_MARKER: DS = TRIANGULATION STATION DISK
 FR0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0986
 FR0986  HISTORY     - Date     Condition        Report By
 FR0986  HISTORY     - 1936     MONUMENTED       CGS
 FR0986  HISTORY     - 1955     GOOD             CGS
 FR0986  HISTORY     - 1958     GOOD             CGS
 FR0986  HISTORY     - 1968     GOOD             CA-037
 FR0986  HISTORY     - 1968     GOOD             AZHD
 FR0986
 FR0986                          STATION DESCRIPTION
 FR0986
 FR0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0986'STATION IS LOCATED ON THE TOP OF A RIDGE ALONG THE MAIN HUALPAI
 FR0986'INDIAN RESERVATION HIGHWAY, 6 MILES AIRLINE NORTHWEST OF PEACH
 FR0986'SPRINGS AND 30 FEET SOUTH OF THE CENTERLINE OF GRADED HIGHWAY.
 FR0986'
 FR0986'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS, GO WEST ON
 FR0986'U.S. HIGHWAY 66 FOR 1.9 MILES, TURN RIGHT OFF THE PAVEMENT
 FR0986'ONTO A GRADED ROAD, GOING THROUGH CATTLE GUARD AND 0.7 MILE
 FR0986'TO A Y, TAKE RIGHT FORK AND FOLLOW GRADED ROAD 5.4 MILES TO
 FR0986'STATION AT TOP OF RIDGE ON SOUTH SIDE OF ROAD (0.3 MILE AFTER
 FR0986'CROSSING A NARROW WASH).
 FR0986'
 FR0986'STATION AND REFERENCE MARKS ARE SET IN SQUARE CONCRETE MONUMENTS.
 FR0986'
 FR0986'AZIMUTH MARK, SET INTO A SQUARE CONCRETE MONUMENT IS 1.0 MILE
 FR0986'SOUTHEAST OF STATION (BY ROAD), 30 FEET NORTH OF CENTERLINE OF ROAD.
 FR0986'
 FR0986'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FR0986
 FR0986                          STATION RECOVERY (1955)
 FR0986
 FR0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0986'THE STATION, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED
 FR0986'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 1 IS STILL IN
 FR0986'PLACE, BUT THE POST IS NO LONGER UPRIGHT AND APPEARS TO HAVE
 FR0986'BEEN STRUCK BY A HEAVY OBJECT.
 FR0986
 FR0986                          STATION RECOVERY (1958)
 FR0986
 FR0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 FR0986'STATION RECOVERED IN GOOD CONDITION.  THE ROAD ALIGNMENT AT
 FR0986'THE STATION HAS BEEN CHANGED SLIGHTLY, THE STATION IS ABOUT
 FR0986'100 FT. NE OF THE PRESENT ROAD, OTHERWISE THE DESCRIPTION
 FR0986'AS WRITTEN IN 1936 IS ADEQUATE.
 FR0986
 FR0986                          STATION RECOVERY (1968)
 FR0986
 FR0986'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968 (RJM)
 FR0986'ROAD 1932-GOOD
 FR0986'
 FR0986'ROAD NO. 2 1932-GOOD
 FR0986'
 FR0986'REFERENCE MARK NO. 1 LEANS TOWARD CENTER STATION ABOUT 30 DEG.
 FR0986
 FR0986                          STATION RECOVERY (1968)
 FR0986
 FR0986'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0986'GENERAL LOCATION THE STATION, REFERENCE MARK 2 AND AZIMUTH MARK WERE
 FR0986'RECOVERED IN GOOD CONDITION.  A NEW TO REACH DESCRIPTION FOLLOWS.
 FR0986'
 FR0986'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS GO WEST ON US NO. 66
 FR0986'FOR 2.60 MILE TO A CATTLE GUARD ON RIGHT.  TAKE THE GRAVEL ROAD
 FR0986'RIGHT FOR 3.40 MILE TO A CATTLE GUARD.  CONTINUE ON MAIN TRAVELED
 FR0986'ROAD FOR 1.90 MILES AND THE STATION APPROX 100 FEET ON THE
 FR0986'RIGHT.  THE ORIGINAL ROAD ALIGNMENT HAS BEEN CHANGED SLIGHTLY.
 FR0986'THE STATION IS 15 FEET NORTH EAST OF A 20 FEET JUNIPER.
 FR0986'
 FR0986'REFERENCE MARKS R. M. NO. 1 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0326 ***********************************************************************
 GQ0326  DESIGNATION -  ROAD
 GQ0326  PID         -  GQ0326
 GQ0326  STATE/COUNTY-  AZ/MOHAVE
 GQ0326  USGS QUAD   -  PIPE SPRING (1988)
 GQ0326
 GQ0326                         *CURRENT SURVEY CONTROL
 GQ0326  ___________________________________________________________________
 GQ0326* NAD 83(1992)-  36 46 34.54241(N)    112 42 08.69146(W)     ADJUSTED  
 GQ0326* NAVD 88     -      1410.0    (meters)    4626.     (feet)  VERTCON   
 GQ0326  ___________________________________________________________________
 GQ0326  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 GQ0326  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 GQ0326  HORZ ORDER  -  THIRD
 GQ0326
 GQ0326.The horizontal coordinates were established by classical geodetic methods
 GQ0326.and adjusted by the National Geodetic Survey in August 1993.
 GQ0326
 GQ0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0326
 GQ0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0326
 GQ0326.The geoid height was determined by GEOID03.
 GQ0326
 GQ0326;                    North         East     Units Scale Factor Converg.
 GQ0326;SPC AZ W     -   641,176.325   306,875.112   MT  1.00004103   +0 37 38.0
 GQ0326;SPC AZ W     - 2,103,596.87  1,006,808.11   iFT  1.00004103   +0 37 38.0
 GQ0326;SPC AZ C     -   640,931.053   143,221.284   MT  0.99996059   -0 28 13.6
 GQ0326;SPC AZ C     - 2,102,792.17    469,886.10   iFT  0.99996059   -0 28 13.6
 GQ0326;UTM  12      - 4,071,404.323   348,076.821   MT  0.99988435   -1 01 09.9
 GQ0326
 GQ0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0326!SPC AZ W     -   0.99978234  x   1.00004103  =   0.99982336
 GQ0326!SPC AZ C     -   0.99978234  x   0.99996059  =   0.99974294
 GQ0326!UTM  12      -   0.99978234  x   0.99988435  =   0.99966671
 GQ0326
 GQ0326|---------------------------------------------------------------------|
 GQ0326| PID    Reference Object                     Distance      Geod. Az  |
 GQ0326|                                                           dddmmss.s |
 GQ0326| CH3215 ROAD RM 1                             9.295 METERS 01626     |
 GQ0326| CH3214 ROAD AZ MK                                         0284221.2 |
 GQ0326| CH3216 ROAD RM 2                             8.245 METERS 19927     |
 GQ0326|---------------------------------------------------------------------|
 GQ0326
 GQ0326                          SUPERSEDED SURVEY CONTROL
 GQ0326
 GQ0326  NAD 83(1986)-  36 46 34.53791(N)    112 42 08.68840(W) AD(       ) 3
 GQ0326  NAD 27      -  36 46 34.59100(N)    112 42 05.97500(W) AD(       ) 3
 GQ0326  NGVD 29 (07/19/86) 1409.1    (m)         4623.     (f) VERT ANG    3  
 GQ0326
 GQ0326.Superseded values are not recommended for survey control.
 GQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0326.See file dsdata.txt to determine how the superseded data were derived.
 GQ0326
 GQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4807771404(NAD 83)
 GQ0326_MARKER: DS = TRIANGULATION STATION DISK
 GQ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0326
 GQ0326  HISTORY     - Date     Condition        Report By
 GQ0326  HISTORY     - 1953     MONUMENTED       CGS
 GQ0326  HISTORY     - 1971     GOOD             LAWPC
 GQ0326  HISTORY     - 1972     GOOD             AZHD
 GQ0326
 GQ0326                          STATION DESCRIPTION
 GQ0326
 GQ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0326'STATION IS ABOUT 15 MILES SOUTH-SOUTHWEST OF FREDONIA AND
 GQ0326'10 MILES SOUTH-SOUTEAST OF MOCCASIN AT THE TOP OF A RISE ON
 GQ0326'THE WEST RIGHT-OF-WAY OF THE GRAND CANYON HIGHWAY.
 GQ0326'
 GQ0326'STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 GQ0326'IN SQUARE BLOCKS OF CONCRETE PROJECTING ABOUT 10 INCHES ABOVE
 GQ0326'THE GROUND.  STATION MARK, STAMPED ROAD 1953, IS 48-1/2 FEET
 GQ0326'WEST OF THE CENTER OF THE HIGHWAY AND 4-1/2 FEET EAST OF THE
 GQ0326'FENCE LINE.  MARKED BY A WITNESS POST IN THE FENCE LINE.
 GQ0326'
 GQ0326'REFERENCE MARK 1, STAMPED ROAD NO 1 1953, IS 49 FEET WEST OF THE
 GQ0326'CENTER OF THE HIGHWAY AND 4 FEET EAST OF THE FENCE LINE.
 GQ0326'
 GQ0326'REFERENCE MARK 2, STAMPED ROAD NO 2 1953, IS 48-1/2 FEET
 GQ0326'WEST OF THE CENTER OF THE HIGHWAY AND 4-1/2 FEET EAST OF THE
 GQ0326'FENCE LINE.
 GQ0326'
 GQ0326'AZIMUTH MARK, STAMPED ROAD 1953, IS A STANDARD DISK CEMENTED
 GQ0326'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 0.2
 GQ0326'MILE NORTH OF A WOODEN BRIDGE, 56 FEET WEST OF THE CENTER OF
 GQ0326'THE GRAND CANYON HIGHWAY, 40 FEET SOUTHWEST OF A WITNESS POST
 GQ0326'AND 10 FEET SOUTH-SOUTHEAST OF A CAIRN.
 GQ0326'
 GQ0326'TO REACH FROM THE JUNCTION OF PIPE SPRINGS ROAD AND U.S. 89
 GQ0326'IN FREDONIA, GO WEST ON PIPE SPRINGS ROAD FOR 8.4 MILES TO
 GQ0326'A Y-FORK AND SIGN GRAND CANYON NATIONAL MONUMENT.  TAKE LEFT
 GQ0326'FORK, SOUTH, AS PER SIGN, AND GO 7.35 MILES TO THE AZIMUTH
 GQ0326'MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILE TO A WOODEN
 GQ0326'BRIDGE, THEN 0.3 MILE TO A CATTLE GUARD, THENCE 0.45 MILE
 GQ0326'TO THE SUMMIT OF THE RISE AND STATION.
 GQ0326
 GQ0326                          STATION RECOVERY (1971)
 GQ0326
 GQ0326'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0326'ROAD 1953-GOOD
 GQ0326'
 GQ0326'R.M. 1-GOOD
 GQ0326'
 GQ0326'R.M. 2-GOOD
 GQ0326
 GQ0326                          STATION RECOVERY (1972)
 GQ0326
 GQ0326'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0326'GENERAL LOCATION ABOUT 15 MILES SSW OF FREDONIA AND 10
 GQ0326'MILES SSE OF MOCCASIN
 GQ0326'
 GQ0326'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0326'
 GQ0326'STATION MARK STD USC AND GS BC SET IN CONC. STAMPED ROAD 1953
 GQ0326'
 GQ0326'REFERENCE MARKS STD USC AND GS BC SET IN CONC. STAMPED
 GQ0326'ROAD NO 1 1953 - ROAD NO 2 1953 COND. GOOD
 GQ0326'
 GQ0326'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2213 ***********************************************************************
 DV2213  DESIGNATION -  ROAD
 DV2213  PID         -  DV2213
 DV2213  STATE/COUNTY-  AZ/MARICOPA
 DV2213  USGS QUAD   -  VULTURE PEAK (1990)
 DV2213
 DV2213                         *CURRENT SURVEY CONTROL
 DV2213  ___________________________________________________________________
 DV2213* NAD 83(1992)-  33 59 58.25572(N)    112 45 43.41825(W)     ADJUSTED  
 DV2213* NAVD 88     -       692.9    (meters)    2273.     (feet)  VERTCON   
 DV2213  ___________________________________________________________________
 DV2213  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DV2213  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DV2213  HORZ ORDER  -  FIRST
 DV2213
 DV2213.The horizontal coordinates were established by classical geodetic methods
 DV2213.and adjusted by the National Geodetic Survey in August 1993.
 DV2213
 DV2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2213
 DV2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2213
 DV2213.The geoid height was determined by GEOID03.
 DV2213
 DV2213;                    North         East     Units Scale Factor Converg.
 DV2213;SPC AZ C     -   332,922.297   135,264.756   MT  0.99997516   -0 28 21.9
 DV2213;SPC AZ C     - 1,092,264.75    443,782.01   iFT  0.99997516   -0 28 21.9
 DV2213;UTM  12      - 3,763,501.785   337,266.908   MT  0.99992646   -0 59 07.9
 DV2213
 DV2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2213!SPC AZ C     -   0.99989586  x   0.99997516  =   0.99987103
 DV2213!UTM  12      -   0.99989586  x   0.99992646  =   0.99982233
 DV2213
 DV2213                          SUPERSEDED SURVEY CONTROL
 DV2213
 DV2213  NAD 83(1986)-  33 59 58.25414(N)    112 45 43.42042(W) AD(       ) 1
 DV2213  NAD 27      -  33 59 58.15100(N)    112 45 40.77600(W) AD(       ) 1
 DV2213  NGVD 29 (07/19/86)  692.2    (m)         2271.     (f) VERT ANG    3  
 DV2213
 DV2213.Superseded values are not recommended for survey control.
 DV2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2213.See file dsdata.txt to determine how the superseded data were derived.
 DV2213
 DV2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3726763502(NAD 83)
 DV2213_MARKER: DS = TRIANGULATION STATION DISK
 DV2213_SETTING: 80 = SET IN A BOULDER
 DV2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2213+STABILITY: SURFACE MOTION
 DV2213
 DV2213  HISTORY     - Date     Condition        Report By
 DV2213  HISTORY     - 1924     MONUMENTED       CGS
 DV2213  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV2213  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 DV2213  HISTORY     - 20070428 MARK NOT FOUND   GEOCAC
 DV2213
 DV2213                          STATION DESCRIPTION
 DV2213
 DV2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2213'ABOUT 3 MILES NORTHWEST OF WICKENBURG, AND 10 FEET NORTHEAST
 DV2213'OF THE WICKENBURG-PRESCOTT HIGHWAY.  STATION IS ABOUT ONE-HALF
 DV2213'MILE NORTHWEST OF TOP OF FIRST LONG HILL NORTH OF WICKENBURG
 DV2213'WHERE THE ROAD LEAVES THE BOTTOMS AND CLIMBS TO THE PLATEAU.
 DV2213'MARKED BY A STANDARD BRONZE DISK SET IN A BURIED BOULDER.
 DV2213'THOMPSON BOUNDARY MONUMENT NO. 10 IS 1.595 METERS (5.23 FEET)
 DV2213'FROM STATION S 81 DEG 15 MIN E.
 DV2213
 DV2213                          STATION RECOVERY (1963)
 DV2213
 DV2213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV2213'THE STATION MARK WAS NOT LOCATED AFTER A THOROUGH SEARCH OF
 DV2213'THE AREA.
 DV2213'
 DV2213'THE MARKER MAY HAVE BEEN DESTROYED OR MOVED DURING THE WIDENING
 DV2213'AND REALIGNMENT OF U.S. HIGHWAY 89,93.
 DV2213
 DV2213                          STATION RECOVERY (1995)
 DV2213
 DV2213'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2213'MARK NOT FOUND.
 DV2213
 DV2213                          STATION RECOVERY (2007)
 DV2213
 DV2213'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2213'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV2213'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2284 ***********************************************************************
 DV2284  DESIGNATION -  ROAD
 DV2284  PID         -  DV2284
 DV2284  STATE/COUNTY-  AZ/MARICOPA
 DV2284  USGS QUAD   -  SOCORRO PEAK (1989)
 DV2284
 DV2284                         *CURRENT SURVEY CONTROL
 DV2284  ___________________________________________________________________
 DV2284* NAD 83(1992)-  33 52 17.22562(N)    113 23 25.72502(W)     ADJUSTED  
 DV2284* NAVD 88     -       642.9    (meters)    2109.     (feet)  VERTCON   
 DV2284  ___________________________________________________________________
 DV2284  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DV2284  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV2284  HORZ ORDER  -  SECOND
 DV2284
 DV2284.The horizontal coordinates were established by classical geodetic methods
 DV2284.and adjusted by the National Geodetic Survey in August 1993.
 DV2284
 DV2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2284
 DV2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2284
 DV2284.The geoid height was determined by GEOID03.
 DV2284
 DV2284;                    North         East     Units Scale Factor Converg.
 DV2284;SPC AZ C     -   319,374.057    77,005.283   MT  1.00012913   -0 49 17.5
 DV2284;SPC AZ C     - 1,047,815.15    252,642.00   iFT  1.00012913   -0 49 17.5
 DV2284;SPC AZ W     -   318,465.301   246,622.069   MT  0.99994697   +0 12 01.3
 DV2284;SPC AZ W     - 1,044,833.66    809,127.52   iFT  0.99994697   +0 12 01.3
 DV2284;UTM  12      - 3,750,474.567   278,887.961   MT  1.00020274   -1 19 58.2
 DV2284
 DV2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2284!SPC AZ C     -   0.99990383  x   1.00012913  =   1.00003294
 DV2284!SPC AZ W     -   0.99990383  x   0.99994697  =   0.99985080
 DV2284!UTM  12      -   0.99990383  x   1.00020274  =   1.00010655
 DV2284
 DV2284|---------------------------------------------------------------------|
 DV2284| PID    Reference Object                     Distance      Geod. Az  |
 DV2284|                                                           dddmmss.s |
 DV2284| CS6654 ROAD RM 1                            12.518 METERS 03746     |
 DV2284| CS6655 ROAD RM 2                            12.482 METERS 27641     |
 DV2284|---------------------------------------------------------------------|
 DV2284
 DV2284                          SUPERSEDED SURVEY CONTROL
 DV2284
 DV2284  NAD 83(1986)-  33 52 17.22201(N)    113 23 25.72866(W) AD(       ) 2
 DV2284  NGVD 29 (11/27/91)  642.2    (m)         2107.     (f) VERT ANG    3  
 DV2284
 DV2284.Superseded values are not recommended for survey control.
 DV2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2284.See file dsdata.txt to determine how the superseded data were derived.
 DV2284
 DV2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7888850475(NAD 83)
 DV2284_MARKER: DS = TRIANGULATION STATION DISK
 DV2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2284+STABILITY: SURFACE MOTION
 DV2284
 DV2284  HISTORY     - Date     Condition        Report By
 DV2284  HISTORY     - 1985     MONUMENTED       AZDT
 DV2284
 DV2284                          STATION DESCRIPTION
 DV2284
 DV2284'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2284'THE STATION IS LOCATED 9-1/2 MILES NORTHEAST OF WENDEN ALONG THE NORTH
 DV2284'SIDE OF U.S. HIGHWAY 60.
 DV2284'
 DV2284'THE STATION MARK IS AN AZDT DISK STAMPED---ROAD 1985---.  IT IS SET IN
 DV2284'TOP OF A 10 INCH CONCRETE MONUMENT 88 FEET NORTHWEST OF THE CENTER
 DV2284'LINE OF U.S. HIGHWAY 60,. 22 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE
 DV2284'AND 3 FEET NORTHWEST OF THE WITNESS POST.
 DV2284'
 DV2284'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ROAD RM 1 1985---.  IT IS
 DV2284'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET SOUTHEAST OF THE
 DV2284'RIGHT OF WAY FENCE.
 DV2284'
 DV2284'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ROAD RM 2 1985---.  IT IS
 DV2284'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET SOUTHEAST OF THE
 DV2284'RIGHT OF WAY FENCE.
 DV2284'
 DV2284'TO REACH THE STATION FROM THE POST OFFICE IN WENDEN TRAVEL NORTHEAST
 DV2284'ALONG U.S. HIGHWAY 60 FOR 9.1 MILES TO MILE POST 71 AND THE STATION ON
 DV2284'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH4876 ***********************************************************************
 AH4876  DESIGNATION -  ROAD
 AH4876  PID         -  AH4876
 AH4876  STATE/COUNTY-  AZ/PIMA
 AH4876  USGS QUAD   -  CORONA DE TUCSON (1981)
 AH4876
 AH4876                         *CURRENT SURVEY CONTROL
 AH4876  ___________________________________________________________________
 AH4876* NAD 83(1992)-  31 57 47.59321(N)    110 49 05.06276(W)     ADJUSTED  
 AH4876* NAVD 88     -       942.8    (meters)    3093.     (feet)  VERTCON   
 AH4876  ___________________________________________________________________
 AH4876  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 AH4876  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AH4876  HORZ ORDER  -  SECOND
 AH4876
 AH4876.The horizontal coordinates were established by classical geodetic methods
 AH4876.and adjusted by the National Geodetic Survey in October 1998.
 AH4876
 AH4876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4876
 AH4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4876
 AH4876.The geoid height was determined by GEOID03.
 AH4876
 AH4876;                    North         East     Units Scale Factor Converg.
 AH4876;SPC AZ C     -   107,316.122   317,203.420   MT  1.00003295   +0 34 53.8
 AH4876;SPC AZ C     -   352,087.01  1,040,693.64   iFT  1.00003295   +0 34 53.8
 AH4876;UTM  12      - 3,536,373.405   517,190.847   MT  0.99960364   +0 05 46.7
 AH4876
 AH4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4876!SPC AZ C     -   0.99985655  x   1.00003295  =   0.99988949
 AH4876!UTM  12      -   0.99985655  x   0.99960364  =   0.99946025
 AH4876
 AH4876|---------------------------------------------------------------------|
 AH4876| PID    Reference Object                     Distance      Geod. Az  |
 AH4876|                                                           dddmmss.s |
 AH4876| AH4891 ROAD RM 1                            10.672 METERS 07759     |
 AH4876| AH4892 ROAD RM 2                            10.600 METERS 28149     |
 AH4876|---------------------------------------------------------------------|
 AH4876
 AH4876                          SUPERSEDED SURVEY CONTROL
 AH4876
 AH4876  NGVD 29 (10/30/98)  942.1    (m)         3091.     (f) VERT ANG    3  
 AH4876
 AH4876.Superseded values are not recommended for survey control.
 AH4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4876.See file dsdata.txt to determine how the superseded data were derived.
 AH4876
 AH4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA1719136373(NAD 83)
 AH4876_MARKER: DS = TRIANGULATION STATION DISK
 AH4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4876_PROJECTION: FLUSH
 AH4876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4876+STABILITY: SURFACE MOTION
 AH4876
 AH4876  HISTORY     - Date     Condition        Report By
 AH4876  HISTORY     - 1987     MONUMENTED       AZDT
 AH4876
 AH4876                          STATION DESCRIPTION
 AH4876
 AH4876'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 AH4876'THE STATION IS LOCATED 8 MILES EAST OF SAHUARITA, 2-3/4 MILES WEST OF
 AH4876'CORONA DE TUCSON AND ALONG THE NORTH SIDE OF SAHUARITA ROAD.
 AH4876'THE STATION MARK IS AN AZDT DISK STAMPED---ROAD 1987---.  IT IS SET IN
 AH4876'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 40
 AH4876'FEET NORTH OF THE CENTER LINE OF THE ROAD AND 3 FEET SOUTH OF THE
 AH4876'WITNESS POST.
 AH4876'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ROAD RM 1 1987---.  IT IS
 AH4876'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AH4876'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ROAD RM 2 1987---.  IT IS
 AH4876'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AH4876'TO REACH THE STATION FROM TUCSON TRAVEL EAST ALONG INTERSTATE HIGHWAY
 AH4876'10,11 MILES TO HOUGHTON ROAD INTERCHANGE.  TRAVEL SOUTH ALONG HOUGHTON
 AH4876'ROAD FOR 6.8 MILES TO SAHUARITA ROAD.  TURN RIGHT AND TRAVEL WEST FOR
 AH4876'2.0 MILES TO A CATTLE GUARD, CONTINUE WEST FOR 0.7 MILE TO THE STATION
 AH4876'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0700 ***********************************************************************
 DU0700  DESIGNATION -  ROAD ELLIOT STA 1355
 DU0700  PID         -  DU0700
 DU0700  STATE/COUNTY-  AZ/MARICOPA
 DU0700  USGS QUAD   -  HIGLEY (1981)
 DU0700
 DU0700                         *CURRENT SURVEY CONTROL
 DU0700  ___________________________________________________________________
 DU0700* NAD 83(1986)-  33 21 00.     (N)    111 40 14.     (W)     SCALED    
 DU0700* NAVD 88     -       411.498  (meters)    1350.06   (feet)  ADJUSTED  
 DU0700  ___________________________________________________________________
 DU0700  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0700  DYNAMIC HT  -         411.003 (meters)    1348.43  (feet)  COMP
 DU0700  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 DU0700  OBS GRAVITY -     979,423.1   (mgal)                       GRAV_OBS
 DU0700
 DU0700  VERT ORDER  -  FIRST     CLASS II
 DU0700
 DU0700.The horizontal coordinates were scaled from a topographic map and have
 DU0700.an estimated accuracy of +/- 6 seconds.
 DU0700
 DU0700.The orthometric height was determined by differential leveling
 DU0700.and adjusted in November 1993.
 DU0700
 DU0700.The geoid height was determined by GEOID03.
 DU0700
 DU0700.The dynamic height is computed by dividing the NAVD 88
 DU0700.geopotential number by the normal gravity value computed on the
 DU0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0700.degrees latitude (g = 980.6199 gals.).
 DU0700
 DU0700.The modeled gravity was interpolated from observed gravity values.
 DU0700.The observed gravity was obtained from relative gravimeter ties
 DU0700.to the IGSN71 gravity network.
 DU0700
 DU0700;                    North         East    Units  Estimated Accuracy
 DU0700;SPC AZ C     -   260,590.      236,270.      MT  (+/- 180 meters Scaled)
 DU0700
 DU0700                          SUPERSEDED SURVEY CONTROL
 DU0700
 DU0700  NGVD 29 (??/??/92)  411.420  (m)         1349.80   (f) ADJ UNCH    1 2
 DU0700
 DU0700.Superseded values are not recommended for survey control.
 DU0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0700.See file dsdata.txt to determine how the superseded data were derived.
 DU0700
 DU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB376902(NAD 83)
 DU0700_MARKER: DD = SURVEY DISK
 DU0700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0700_SP_SET: HEADWALL
 DU0700_STAMPING: 1355
 DU0700_MARK LOGO: AZHD  
 DU0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0700+STABILITY: SURFACE MOTION
 DU0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0700+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU0700
 DU0700  HISTORY     - Date     Condition        Report By
 DU0700  HISTORY     - UNK      MONUMENTED       AZHD
 DU0700  HISTORY     - 1967     GOOD             NGS
 DU0700  HISTORY     - 19920111 GOOD             NGS
 DU0700  HISTORY     - 20061207 GOOD             GEOCAC
 DU0700  HISTORY     - 20080501 GOOD             GEOCAC
 DU0700
 DU0700                          STATION DESCRIPTION
 DU0700
 DU0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0700'6.4 MI SE FROM BUCKHORN.
 DU0700'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89, FROM THE
 DU0700'POST OFFICE AT BUCKHORN, THENCE 2.6 MILES SOUTH ALONG POWERS ROAD,
 DU0700'THENCE 0.8 MILE EAST ALONG BASELINE ROAD, THENCE 2.0 MILES SOUTH ALONG
 DU0700'SOSSAMAN ROAD, OR ABOUT 5.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM
 DU0700'THE QUEEN CREEK SCHOOL AT QUEEN CREEK, THENCE 2.0 MILES WEST ALONG
 DU0700'WARNER ROAD, THENCE 1.0 MILE NORTH ALONG SOSSAMAN ROAD, IN S 8, T 1 S,
 DU0700'R 7 E, 40 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF SOSSAMAN
 DU0700'AND ELLIOT ROADS, 30 FEET EAST OF THE CENTER LINE OF SOSSAMAN ROAD, 30
 DU0700'FEET NORTH OF THE CENTER LINE OF ELLIOT ROAD, SET IN THE CENTER OF THE
 DU0700'TOP OF THE NORTH HEAD WALL OF A CONCRETE CULVERT UNDER ELLIOT ROAD,
 DU0700'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 DU0700
 DU0700                          STATION RECOVERY (1992)
 DU0700
 DU0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0700'9.8 KM (6.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0700'IN QUEEN CREEK, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG WARNER ROAD,
 DU0700'THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG SOSSAMAN ROAD, NEAR THE
 DU0700'CENTER OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER ELLIOT ROAD,
 DU0700'9.3 M (30.5 FT) EAST OF THE CENTER OF SOSSAMAN ROAD, AND 8.7 M (28.5
 DU0700'FT) NORTH OF THE CENTERLINE OF ELLIOT ROAD.
 DU0700
 DU0700                          STATION RECOVERY (2006)
 DU0700
 DU0700'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0700'RECOVERED IN GOOD CONDITION.
 DU0700
 DU0700                          STATION RECOVERY (2008)
 DU0700
 DU0700'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0700'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0700'21.031' W111 40.229'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2085 ***********************************************************************
 DU2085  DESIGNATION -  ROADSIDE
 DU2085  PID         -  DU2085
 DU2085  STATE/COUNTY-  AZ/PINAL
 DU2085  USGS QUAD   -  GOLDFIELD (1981)
 DU2085
 DU2085                         *CURRENT SURVEY CONTROL
 DU2085  ___________________________________________________________________
 DU2085* NAD 83(1992)-  33 22 50.68653(N)    111 29 00.67730(W)     ADJUSTED  
 DU2085* NAVD 88     -       648.6    (meters)    2128.     (feet)  VERTCON   
 DU2085  ___________________________________________________________________
 DU2085  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 DU2085  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DU2085  HORZ ORDER  -  SECOND
 DU2085
 DU2085.The horizontal coordinates were established by classical geodetic methods
 DU2085.and adjusted by the National Geodetic Survey in August 1993.
 DU2085
 DU2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2085
 DU2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2085
 DU2085.The geoid height was determined by GEOID03.
 DU2085
 DU2085;                    North         East     Units Scale Factor Converg.
 DU2085;SPC AZ C     -   264,058.882   253,660.178   MT  0.99992002   +0 14 18.0
 DU2085;SPC AZ C     -   866,334.91    832,218.43   iFT  0.99992002   +0 14 18.0
 DU2085;UTM  12      - 3,693,602.214   455,026.228   MT  0.99962494   -0 15 57.7
 DU2085
 DU2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2085!SPC AZ C     -   0.99990278  x   0.99992002  =   0.99982281
 DU2085!UTM  12      -   0.99990278  x   0.99962494  =   0.99952775
 DU2085
 DU2085|---------------------------------------------------------------------|
 DU2085| PID    Reference Object                     Distance      Geod. Az  |
 DU2085|                                                           dddmmss.s |
 DU2085| CH5325 ROADSIDE RM 1                         3.177 METERS 14259     |
 DU2085| CH5326 ROADSIDE RM 2                         3.852 METERS 24648     |
 DU2085| DU1052 A 107                                              2930745.8 |
 DU2085|---------------------------------------------------------------------|
 DU2085
 DU2085                          SUPERSEDED SURVEY CONTROL
 DU2085
 DU2085  NAD 83(1986)-  33 22 50.68232(N)    111 29 00.68062(W) AD(       ) 2
 DU2085  NAD 27      -  33 22 50.50200(N)    111 28 58.20800(W) AD(       ) 2
 DU2085  NGVD 29 (07/19/86)  648.0    (m)         2126.     (f) VERT ANG    3  
 DU2085
 DU2085.Superseded values are not recommended for survey control.
 DU2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2085.See file dsdata.txt to determine how the superseded data were derived.
 DU2085
 DU2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5502693602(NAD 83)
 DU2085_MARKER: DS = TRIANGULATION STATION DISK
 DU2085_SETTING: 66 = SET IN ROCK OUTCROP
 DU2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2085+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 DU2085
 DU2085  HISTORY     - Date     Condition        Report By
 DU2085  HISTORY     - 1938     MONUMENTED       CGS
 DU2085  HISTORY     - 1946     GOOD             CGS
 DU2085  HISTORY     - 1956     GOOD             AMS
 DU2085  HISTORY     - 1966     GOOD             CGS
 DU2085  HISTORY     - 1967     GOOD             AMS
 DU2085  HISTORY     - 1975     GOOD             DMA
 DU2085  HISTORY     - 1975     GOOD             NGS
 DU2085  HISTORY     - 20061223 GOOD             GEOCAC
 DU2085
 DU2085                          STATION DESCRIPTION
 DU2085
 DU2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2085'LOCATED ABOUT 21 MILES E OF MESA, ARIZ., 4 MILES SE OF APACHE
 DU2085'JUNCTION (JUNCTION OF U.S. 60, 70, 80, AND 89, WITH ARIZ. 88),
 DU2085'ABOUT 8 MILES W OF SUPERSTITION MTS., AND ABOUT 0.25 MILE NE
 DU2085'OF U.S. 60, 70, 80, AND 89 ON A SMALL, STEEP BUTTE.  STATION
 DU2085'IS ON N END OF TOP OF BUTTE, AND IS ABOUT 2 FEET LOWER THAN
 DU2085'HIGHEST POINT ON BUTTE.
 DU2085'
 DU2085'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2085'OUTCROPPING BEDROCK.
 DU2085'
 DU2085'REACHED FROM MESA BY GOING E ON U.S. 60, 70, 80, AND 89, 18.2
 DU2085'MILES TO APACHE JUNCTION.  THENCE CONTINUE E ON HIGHWAY 3.25
 DU2085'MILES TO A USC AND GS BENCH MARK ON R.  THIS IS AZIMUTH MARK
 DU2085'TO STATION.  FROM HERE CONTINUE E ON HIGHWAY 0.85 MILE TO A POINT
 DU2085'WHERE HIGHWAY BENDS SLIGHTLY FARTHER SOUTHWARD.  HERE LEAVE
 DU2085'HIGHWAY AND GO NE ABOUT 0.3 MILE TO BASE OF A SMALL BUTTE WHICH
 DU2085'RISES ALONE FROM DESERT.  HERE LEAVE TRUCK AND PACK TO TOP OF
 DU2085'BUTTE AND STATION.
 DU2085'
 DU2085'AZIMUTH MARK IS USC AND GS BM A 107 1935, AND IS SET IN A
 DU2085'CONCRETE POST WHICH IS ABOUT ONE FOOT SQUARE AND PROJECTS
 DU2085'ABOUT 4 INCHES FROM GROUND.  IT IS ABOUT 30 FEET SW OF
 DU2085'ABOVE-MENTIONED HIGHWAY.
 DU2085
 DU2085                          STATION RECOVERY (1946)
 DU2085
 DU2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2085'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DU2085'CONDITION.  THE STATION WAS OBSERVED UPON BUT NOT OCCUPIED.
 DU2085'
 DU2085'ABOUT 21 MILES EAST OF MESA, 4 MILES SOUTHEAST OF APACHE JUNCTION,
 DU2085'AND ABOUT 8 MILES WEST OF THE SUPERSTITION MOUNTAINS, ONE-FOURTH
 DU2085'MILE NORTHEAST OF U.S. HIGHWAY NOS. 60, 70, 80, AND 89, ON TOP
 DU2085'OF THE NORTH END OF A SMALL STEEP BUTTE.  STATION MARKED BY
 DU2085'A BRONZE DISK.
 DU2085'
 DU2085'REFERENCE MARK NO. 1, A BRONZE REFERENCE DISK, IS
 DU2085'SOUTHEAST OF THE STATION.
 DU2085'
 DU2085'REFERENCE MARK NO. 2, A BRONZE REFERENCE DISK, IS
 DU2085'SOUTHWEST OF THE STATION.
 DU2085'
 DU2085'THE AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK DISK STAMPED--A
 DU2085'107 1935, SET IN A 12-INCH SQUARE CONCRETE BLOCK WHICH PROJECTS 8
 DU2085'INCHES.  IT IS 50 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAYS
 DU2085'60, 70, 80, AND 89.
 DU2085'
 DU2085'TO REACH STATION FROM APACHE JUNCTION, GO EAST ON U.S. HIGHWAYS
 DU2085'60, 70, ETC. FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DU2085'CONTINUE 0.4 MILE TO A WHITE SIGN SUPERSTITION MOUNTAIN AND
 DU2085'A CATTLE GUARD ON LEFT.  TURN LEFT OVER CATTLE GUARD AND TAKE
 DU2085'RIGHT FORK FOR 0.1 MILE TO FORK.  TAKE ROAD RIGHT FOR 0.4 MILE
 DU2085'TO A DIM FORK RIGHT.  TAKE DIM RIGHT FORK FOR 0.2 MILE AND THEN
 DU2085'LEAVE ROAD AND GO EAST 0.3 MILE TO END OF TRUCK TRAVEL.  THENCE
 DU2085'PACK UP SMALL HILL.  ABOUT A 5 MINUTE PACK.
 DU2085
 DU2085                          STATION RECOVERY (1956)
 DU2085
 DU2085'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2085'STATION RECOVERED AS DESCRIBED.
 DU2085'
 DU2085'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 DU2085'
 DU2085'THE STATION IS 39 FEET SSE OF CENTER OF BUSH.  50 WSW OF CENTER
 DU2085'OF BUSH.  56 FEET SSW OF CENTER OF BUSH.
 DU2085
 DU2085                          STATION RECOVERY (1966)
 DU2085
 DU2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DU2085'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DU2085'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS NOT RECOVERED.
 DU2085'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DU2085'
 DU2085'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 AND
 DU2085'U.S. HIGHWAY 60, 69, 70 AND 80 IN APACHE JUNCTION, GO EAST ON
 DU2085'U.S. HIGHWAY 60, 69, 70 AND 80 FOR 4.6 MILES TO A ROADSIDE REST
 DU2085'AREA ON THE LEFT, NORTH SIDE OF THE HIGHWAY AND A WIRE GATE IN
 DU2085'THE BOUNDARY FENCE.  PASS THROUGH THE GATE AND GO NORTH AND
 DU2085'NORTHEAST ON A TRACK ROAD FOR 0.35 MILE TO THE END OF THE ROAD
 DU2085'AT THE WEST SIDE OF THE STATION HILL.  PACK EAST UP THE STEEP
 DU2085'SLOPE FOR ABOUT 0.15 MILE TO THE HIGHEST POINT AND THE
 DU2085'STATION.  PACKING TIME IS ABOUT 20 MINUTES.  THIS STATION WAS
 DU2085'OCCUPIED BY ASTRONOMIC PARTY G-47.
 DU2085
 DU2085                          STATION RECOVERY (1967)
 DU2085
 DU2085'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU2085'ALL MARKS FOUND IN GOOD CONDITION.
 DU2085
 DU2085                          STATION RECOVERY (1975)
 DU2085
 DU2085'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RLE)
 DU2085'ROADSIDE 1938-GOOD
 DU2085'
 DU2085'R.M. 1 AND 2-GOOD
 DU2085'
 DU2085'C AND GS BM A 107 1935 (AZ.)-GOOD
 DU2085
 DU2085                          STATION RECOVERY (1975)
 DU2085
 DU2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 DU2085'THE STATION MARK, R.M. 1, R.M. 2 AND THE AZIMUTH MARK (BENCH
 DU2085'MARK A107 1935) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DU2085'THE DISTANCE TO THE REFERENCE MARKS CHECK THE 1938 MEASUREMENTS
 DU2085'BUT THE ANGLES DO NOT CHECK.
 DU2085'
 DU2085'THE 1966 DESCRIPTION IS ADEQUATE.
 DU2085'
 DU2085'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2085'
 DU2085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES S.E.
 DU2085'OF APACHE JCT.
 DU2085
 DU2085                          STATION RECOVERY (2006)
 DU2085
 DU2085'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0912 ***********************************************************************
 DV0912  DESIGNATION -  ROAM RM 1
 DV0912  PID         -  DV0912
 DV0912  STATE/COUNTY-  AZ/MARICOPA
 DV0912  USGS QUAD   -  VALENCIA (1982)
 DV0912
 DV0912                         *CURRENT SURVEY CONTROL
 DV0912  ___________________________________________________________________
 DV0912* NAD 83(1986)-  33 25 11.     (N)    112 32 20.     (W)     SCALED    
 DV0912* NAVD 88     -       305.57   (+/-2cm)    1002.5    (feet)  VERTCON   
 DV0912  ___________________________________________________________________
 DV0912  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DV0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0912
 DV0912.The horizontal coordinates were scaled from a topographic map and have
 DV0912.an estimated accuracy of +/- 6 seconds.
 DV0912
 DV0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0912.The vertical order pertains to the NGVD 29 superseded value.
 DV0912
 DV0912.The geoid height was determined by GEOID03.
 DV0912
 DV0912;                    North         East    Units  Estimated Accuracy
 DV0912;SPC AZ C     -   268,470.      155,490.      MT  (+/- 180 meters Scaled)
 DV0912
 DV0912                          SUPERSEDED SURVEY CONTROL
 DV0912
 DV0912  NGVD 29 (??/??/92)  304.926  (m)         1000.41   (f) ADJ UNCH    2 0
 DV0912
 DV0912.Superseded values are not recommended for survey control.
 DV0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0912.See file dsdata.txt to determine how the superseded data were derived.
 DV0912
 DV0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB569988(NAD 83)
 DV0912_MARKER: DR = REFERENCE MARK DISK
 DV0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0912_STAMPING: ROAM NO 1 1962
 DV0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0912+STABILITY: SURFACE MOTION
 DV0912
 DV0912  HISTORY     - Date     Condition        Report By
 DV0912  HISTORY     - 1962     MONUMENTED       CGS
 DV0912  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 DV0912
 DV0912                          STATION DESCRIPTION
 DV0912
 DV0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0912'6.15 MI NE FROM BUCKEYE.
 DV0912'0.15 MILES WEST ALONG US HIGHWAY 80 FROM THE VALLEY NATIONAL BANK IN
 DV0912'BUCKEYE, THENCE 3.0 MILES NORTH ALONG MILLER ROAD, THENCE 3.0 MILES
 DV0912'EAST ALONG THE ROOSVELT IRRIGATION CANAL ROAD TO THE JUNCTION OF A
 DV0912'DIRT ROAD SOUTH.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE
 DV0912'POST PROJECTING 4 INCHES, 52 FT. EAST OF THE CENTER OF A TRACK ROAD,
 DV0912'250 FT. SOUTH OF THE CENTER OF A POWER LINE, 52 FT. SOUTHEAST OF
 DV0912'TRAVERSE STATION ROAM, 47.5 FT. SOUTHEAST OF A STEEL WITNESS POST, AND
 DV0912'ABOUT LEVEL WITH THE TRACK ROAD.
 DV0912
 DV0912                          STATION RECOVERY (2006)
 DV0912
 DV0912'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0912'THE AREA DESCRIBED WAS BEING LEVELED FOR CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0911 ***********************************************************************
 DW0911  DESIGNATION -  ROB ROY
 DW0911  PID         -  DW0911
 DW0911  STATE/COUNTY-  AZ/YUMA
 DW0911  USGS QUAD   -  KOFA DEEP WELL (1990)
 DW0911
 DW0911                         *CURRENT SURVEY CONTROL
 DW0911  ___________________________________________________________________
 DW0911* NAD 83(1992)-  33 12 18.16501(N)    114 04 18.20420(W)     ADJUSTED  
 DW0911* NAVD 88     -       403.53   (+/-2cm)    1323.9    (feet)  VERTCON   
 DW0911  ___________________________________________________________________
 DW0911  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DW0911  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DW0911  HORZ ORDER  -  SECOND
 DW0911  VERT ORDER  -  THIRD ? (See Below)
 DW0911
 DW0911.The horizontal coordinates were established by classical geodetic methods
 DW0911.and adjusted by the National Geodetic Survey in August 1993.
 DW0911
 DW0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0911.The vertical order pertains to the NGVD 29 superseded value.
 DW0911
 DW0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0911
 DW0911.The geoid height was determined by GEOID03.
 DW0911
 DW0911;                    North         East     Units Scale Factor Converg.
 DW0911;SPC AZ W     -   244,544.408   183,365.589   MT  0.99994442   -0 10 34.3
 DW0911;SPC AZ W     -   802,311.05    601,593.14   iFT  0.99994442   -0 10 34.3
 DW0911;UTM  11      - 3,677,840.640   772,960.828   MT  1.00051874   +1 36 16.6
 DW0911;UTM  12      - 3,678,224.555   213,662.663   MT  1.00061101   -1 41 00.0
 DW0911
 DW0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0911!SPC AZ W     -   0.99994175  x   0.99994442  =   0.99988617
 DW0911!UTM  11      -   0.99994175  x   1.00051874  =   1.00046046
 DW0911!UTM  12      -   0.99994175  x   1.00061101  =   1.00055272
 DW0911
 DW0911|---------------------------------------------------------------------|
 DW0911| PID    Reference Object                     Distance      Geod. Az  |
 DW0911|                                                           dddmmss.s |
 DW0911| CF0586 ROB ROY RM 1                         11.061 METERS 03721     |
 DW0911| CF0587 ROB ROY RM 2                          8.700 METERS 15901     |
 DW0911| CF0585 ROB ROY AZ MK                                      2972044.7 |
 DW0911|---------------------------------------------------------------------|
 DW0911
 DW0911                          SUPERSEDED SURVEY CONTROL
 DW0911
 DW0911  NAD 83(1986)-  33 12 18.16176(N)    114 04 18.21046(W) AD(       ) 2
 DW0911  NAD 27      -  33 12 18.03400(N)    114 04 15.43400(W) AD(       ) 2
 DW0911  NGVD 29 (07/19/86)  402.81   (m)         1321.6    (f) LEVELING    3  
 DW0911
 DW0911.Superseded values are not recommended for survey control.
 DW0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0911.See file dsdata.txt to determine how the superseded data were derived.
 DW0911
 DW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7296177841(NAD 83)
 DW0911_MARKER: DS = TRIANGULATION STATION DISK
 DW0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0911
 DW0911  HISTORY     - Date     Condition        Report By
 DW0911  HISTORY     - 1949     MONUMENTED       CGS
 DW0911  HISTORY     - 1952     GOOD             USE
 DW0911  HISTORY     - 1981     GOOD             NGS
 DW0911
 DW0911                          STATION DESCRIPTION
 DW0911
 DW0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0911'THE STATION IS LOCATED ABOUT 34 MILES AIRLINE SOUTH-SOUTHEAST
 DW0911'OF QUARTZSITE IN THE FLAT SANDY AREA ALONG A BLADED ROAD
 DW0911'THAT EXTENDS FROM ROLL TO STATE HIGHWAY 95 SOUTH OF QUARTZSITE.
 DW0911'THE STATION MARK PROJECTS 3 INCHES, IS SET 10 PACES NORTH
 DW0911'OF THE BLADED ROAD AND 10 FEET EAST OF A WHITE WITNESS POST.
 DW0911'IT IS STAMPED, ROB ROY 1949.
 DW0911'
 DW0911'REFERENCE MARK NO. 1 PROJECTS 10 INCHES, IS THE SAME ELEVATION
 DW0911'AS THE STATION MARK AND IS STAMPED, ROB ROY NO 1 1949.
 DW0911'
 DW0911'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS THE SAME ELEVATION
 DW0911'AS THE STATION MARK AND IS STAMPED, ROB ROY NO 2 1949.
 DW0911'
 DW0911'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET 24 PACES SOUTH OF
 DW0911'A BLADED ROAD AND 3 FEET EAST OF A WHITE WITNESS POST.  IT
 DW0911'IS STAMPED, ROB ROY 1949.
 DW0911'
 DW0911'TO REACH THE STATION FROM QUARTZSITE.  GO SOUTH ON STATE
 DW0911'HIGHWAY 95, 28.3 MILES TO A BLADED ROAD LEFT.  AT SIGN,
 DW0911'KING ROB ROY NORTH STAR 22, TURN LEFT, FOLLOW BLADED ROAD 10.65
 DW0911'MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE EASTERLY 0.35 MILE
 DW0911'TO THE STATION ON LEFT.  A DRIVE STATION.
 DW0911
 DW0911                          STATION RECOVERY (1952)
 DW0911
 DW0911'RECOVERY NOTE BY US ENGINEERS 1952
 DW0911'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DW0911'
 DW0911'TO REACH FROM STONE CABIN (MILE POST 81.3 ON HWY. 95), TURN
 DW0911'EAST AT STONE CABIN ON GRADED ROAD WITH SIGN KING, ROB ROY,
 DW0911'NORTH STAR 22 AND GO 11.15 MILES TO THE STATION ON THE LEFT.
 DW0911'DRIVE STATION, STONE CABIN TO STATION - 20 MINUTES.
 DW0911'
 DW0911'TO REACH FROM ROLL POST OFFICE, CROSS RAILROAD TRACKS AND
 DW0911'GO NORTHEAST 1.9 MILE ON A GRADED ROAD PAST A GRAVEL PIT AND
 DW0911'GO AROUND GRAVEL PIT BY KEEPING LEFT OF IT UNTIL REACHING
 DW0911'A GRADED ROAD GOING RIGHT (NORTH), GO RIGHT AND FOLLOW GRADED
 DW0911'ROAD 33.85 MILES TO ROAD RIGHT AND SIGN KING, ROB ROY, NORTH
 DW0911'STAR 9.3 MI., CONTINUE STRAIGHT AHEAD 3.4 MILES TO STATION.
 DW0911'THIS ROUTE IS NOT GOOD UNLESS IT IS DESIRABLE TO REACH STATION
 DW0911'ROB ROY FROM A POINT ALONG THIS GRAVEL ROAD.  OTHERWISE
 DW0911'GO FROM ROLL TO HWY. 80, THENCE WEST TO WELLTON-MOHAWK CANAL,
 DW0911'THENCE ALONG CANAL ROAD ON NORTH BANK TO MC PHAUL BRIDGE,
 DW0911'AND THENCE ON HWY 95 TO STONE CABIN AS DESCRIBED BEFORE.
 DW0911'THIS IS EASIER TRAVEL AND FASTER.
 DW0911
 DW0911                          STATION RECOVERY (1981)
 DW0911
 DW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DW0911'THE STATION, RM 1, RM 2 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 DW0911'EIGHTEEN-INCH WOODEN POSTS STAND BY THE STATION AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE5318 ***********************************************************************
 DE5318  DESIGNATION -  ROC1
 DE5318  PID         -  DE5318
 DE5318  STATE/COUNTY-  AZ/YUMA
 DE5318  USGS QUAD   -  LAGUNA DAM (1979)
 DE5318
 DE5318                         *CURRENT SURVEY CONTROL
 DE5318  ___________________________________________________________________
 DE5318* NAD 83(2007)-  32 50 18.06714(N)    114 23 40.58760(W)     ADJUSTED  
 DE5318* NAVD 88     -       115.4    (meters)     379.     (feet)  GPS OBS   
 DE5318  ___________________________________________________________________
 DE5318  EPOCH DATE  -        2007.00
 DE5318  X           -  -2,215,550.645 (meters)                     COMP
 DE5318  Y           -  -4,885,376.387 (meters)                     COMP
 DE5318  Z           -   3,438,954.242 (meters)                     COMP
 DE5318  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DE5318  ELLIP HEIGHT-          81.903 (meters)          (02/10/07) ADJUSTED
 DE5318  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DE5318
 DE5318  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5318  Type    PID    Designation                      North   East  Ellip
 DE5318  -------------------------------------------------------------------
 DE5318  NETWORK DE5318 ROC1                              0.61   1.25   3.65
 DE5318  -------------------------------------------------------------------
 DE5318
 DE5318.The horizontal coordinates were established by GPS observations
 DE5318.and adjusted by the National Geodetic Survey in February 2007.
 DE5318
 DE5318.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5318.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5318.The horizontal coordinates are valid at the epoch date displayed above.
 DE5318.The epoch date for horizontal control is a decimal equivalence
 DE5318.of Year/Month/Day.
 DE5318
 DE5318.The orthometric height was determined by GPS observations and a
 DE5318.high-resolution geoid model.
 DE5318
 DE5318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5318
 DE5318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5318
 DE5318.The ellipsoidal height was determined by GPS observations
 DE5318.and is referenced to NAD 83.
 DE5318
 DE5318.The geoid height was determined by GEOID03.
 DE5318
 DE5318;                    North         East     Units Scale Factor Converg.
 DE5318;SPC AZ W     -   204,016.964   153,013.226   MT  0.99997822   -0 20 58.4
 DE5318;SPC AZ W     -   669,346.99    502,011.90   iFT  0.99997822   -0 20 58.4
 DE5318;UTM  11      - 3,636,374.767   743,862.626   MT  1.00033334   +1 24 48.7
 DE5318
 DE5318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5318!SPC AZ W     -   0.99998714  x   0.99997822  =   0.99996536
 DE5318!UTM  11      -   0.99998714  x   1.00033334  =   1.00032048
 DE5318
 DE5318                          SUPERSEDED SURVEY CONTROL
 DE5318
 DE5318  ELLIP H (06/11/02)   81.889  (m)                       GP(       ) 3 2
 DE5318
 DE5318.Superseded values are not recommended for survey control.
 DE5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5318.See file dsdata.txt to determine how the superseded data were derived.
 DE5318
 DE5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4386336375(NAD 83)
 DE5318_MARKER: W = UNMONUMENTED
 DE5318_SETTING: 0 = UNSPECIFIED SETTING
 DE5318_SP_SET: ANTENNA MOUNT ON 50 FOOT TOWER
 DE5318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5318+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE5318
 DE5318  HISTORY     - Date     Condition        Report By
 DE5318  HISTORY     - UNK      MONUMENTED       USA
 DE5318  HISTORY     - 20020529 GOOD             USA
 DE5318
 DE5318                          STATION DESCRIPTION
 DE5318
 DE5318'DESCRIBED BY US ARMY 2002 (DHM)
 DE5318'THE STATION IS APPROX. 17 MILES NE OF THE CITY OF YUMA AT THE US
 DE5318'ARMY'S
 DE5318'YUMA PROVING GROUNDS.  IT IS LOCATED BEHIND THE RANGE OPERATIONS
 DE5318'CENTER, BLDG. 2105.
 DE5318' 
 DE5318'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 95 AND
 DE5318'IMPERIAL
 DE5318'DAM ROAD, PROCEED WEST APPROX. 0.4 MILES TO OCOTILLO RD ON THE RIGHT,
 DE5318'TURN RIGHT (NORTH) AND PROCEED 0.35 MILES TO SANCHEZ AVE ON THE RIGHT.
 DE5318'TURN RIGHT (EAST) AND PROCEED 0.1 MILES TO HIGGINS AVE ON THE LEFT.
 DE5318'TURN
 DE5318'LEFT (NORTH) AND PROCEED APPROX. 50 METERS TO THE SECOND GATE ON THE
 DE5318'LEFT, PROCEED THROUGH THE GAT INTO THE PARKING LOT.
 DE5318' 
 DE5318'THE STATION IS AN ANTENNA MOUNT ATOP A 3-SIDED TOWER APPROX. 50 FEET
 DE5318'TALL.  THE STATION IS THE ANTENNA MOUNT ON THE SE SIDE OF THE TOWER.
 DE5318'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0172 ***********************************************************************
 ET0172  HT_MOD      -  This is a Height Modernization Survey Station.
 ET0172  DESIGNATION -  ROCK
 ET0172  PID         -  ET0172
 ET0172  STATE/COUNTY-  AZ/MARICOPA
 ET0172  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0172
 ET0172                         *CURRENT SURVEY CONTROL
 ET0172  ___________________________________________________________________
 ET0172* NAD 83(2007)-  34 02 46.17223(N)    112 08 50.22725(W)     ADJUSTED  
 ET0172* NAVD 88     -       666.12   (meters)    2185.4    (feet)  GPS OBS   
 ET0172  ___________________________________________________________________
 ET0172  EPOCH DATE  -        2007.00
 ET0172  X           -  -1,994,618.258 (meters)                     COMP
 ET0172  Y           -  -4,900,546.261 (meters)                     COMP
 ET0172  Z           -   3,551,047.240 (meters)                     COMP
 ET0172  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 ET0172  ELLIP HEIGHT-         637.822 (meters)          (02/10/07) ADJUSTED
 ET0172  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 ET0172
 ET0172  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0172  Type    PID    Designation                      North   East  Ellip
 ET0172  -------------------------------------------------------------------
 ET0172  NETWORK ET0172 ROCK                              0.37   0.33   0.78
 ET0172  -------------------------------------------------------------------
 ET0172
 ET0172.The horizontal coordinates were established by GPS observations
 ET0172.and adjusted by the National Geodetic Survey in February 2007.
 ET0172
 ET0172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0172.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0172.The horizontal coordinates are valid at the epoch date displayed above.
 ET0172.The epoch date for horizontal control is a decimal equivalence
 ET0172.of Year/Month/Day.
 ET0172
 ET0172.The orthometric height was determined by GPS observations and a
 ET0172.high-resolution geoid model.
 ET0172.The orthometric height was determined by GPS observations and a
 ET0172.high-resolution geoid model using precise GPS observation and
 ET0172.processing techniques.
 ET0172
 ET0172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0172
 ET0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0172
 ET0172.The ellipsoidal height was determined by GPS observations
 ET0172.and is referenced to NAD 83.
 ET0172
 ET0172.The geoid height was determined by GEOID03.
 ET0172
 ET0172;                    North         East     Units Scale Factor Converg.
 ET0172;SPC AZ C     -   337,797.409   192,067.981   MT  0.99990559   -0 07 44.8
 ET0172;SPC AZ C     - 1,108,259.22    630,144.29   iFT  0.99990559   -0 07 44.8
 ET0172;UTM  12      - 3,767,867.628   394,105.365   MT  0.99973823   -0 38 32.6
 ET0172
 ET0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0172!SPC AZ C     -   0.99989988  x   0.99990559  =   0.99980548
 ET0172!UTM  12      -   0.99989988  x   0.99973823  =   0.99963814
 ET0172
 ET0172|---------------------------------------------------------------------|
 ET0172| PID    Reference Object                     Distance      Geod. Az  |
 ET0172|                                                           dddmmss.s |
 ET0172| ET0929 BOUNDARY MON MARICOPA YAVAPAI CNTY   18.136 METERS 00730     |
 ET0172| ET0171 ROCK RM 1                             9.508 METERS 05914     |
 ET0172| ET0928 HI                                  APPROX. 2.3 KM 1641316.6 |
 ET0172| ET0173 ROCK RM 2                            21.693 METERS 24448     |
 ET0172|---------------------------------------------------------------------|
 ET0172
 ET0172                          SUPERSEDED SURVEY CONTROL
 ET0172
 ET0172  NAD 83(1992)-  34 02 46.17157(N)    112 08 50.22653(W) AD(       ) A
 ET0172  ELLIP H (09/30/99)  637.832  (m)                       GP(       ) 3 1
 ET0172  NAD 83(1992)-  34 02 46.17268(N)    112 08 50.22964(W) AD(       ) 1
 ET0172  NAD 83(1986)-  34 02 46.16720(N)    112 08 50.23207(W) AD(       ) 1
 ET0172  NAD 27      -  34 02 46.04200(N)    112 08 47.65100(W) AD(       ) 1
 ET0172  NGVD 29 (??/??/92)  665.418  (m)         2183.13   (f) ADJ UNCH    2 0
 ET0172
 ET0172.Superseded values are not recommended for survey control.
 ET0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0172.See file dsdata.txt to determine how the superseded data were derived.
 ET0172
 ET0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9410567868(NAD 83)
 ET0172_MARKER: DD = SURVEY DISK
 ET0172_SETTING: 66 = SET IN ROCK OUTCROP
 ET0172_SP_SET: BOULDER
 ET0172_STAMPING: ROCK 1924
 ET0172_MARK LOGO: CGS   
 ET0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0172+STABILITY: POSITION/ELEVATION WELL
 ET0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0172+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 ET0172
 ET0172  HISTORY     - Date     Condition        Report By
 ET0172  HISTORY     - 1924     MONUMENTED       CGS
 ET0172  HISTORY     - 1959     GOOD             CGS
 ET0172  HISTORY     - 1959     GOOD             NGS
 ET0172  HISTORY     - 19990112 GOOD             AZ-025
 ET0172  HISTORY     - 20000322 GOOD             MCDOT
 ET0172  HISTORY     - 20070629 GOOD             GEOCAC
 ET0172
 ET0172                          STATION DESCRIPTION
 ET0172
 ET0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0172'ABOUT 40 MILES DUE NORTH OF PHOENIX, 2 MILES SOUTHEAST OF
 ET0172'CANYON, AND ONE-FOURTH MILE SOUTH OF THE ROCK SPRINGS STORE
 ET0172'ON THE BLACK CANYON ROAD, ON A LOW TUFA HILL ABOUT 100 YARDS
 ET0172'EAST OF THE ROAD WHERE THE MARICOPA-YAVAPAI COUNTY LINE CROSSES
 ET0172'IT.  MARKED BY A STANDARD BRONZE DISK.
 ET0172
 ET0172                          STATION RECOVERY (1959)
 ET0172
 ET0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0172'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED
 ET0172'AND FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK 2 WAS
 ET0172'ESTABLISHED.
 ET0172'
 ET0172'FOLLOWING IS A NEW DESCRIPTION--
 ET0172'
 ET0172'THE STATION IS LOCATED ON A LOW HILL ABOUT 2 MILES SOUTH OF
 ET0172'BLACK CANYON, 0.25 MILE SOUTH OF ROCK SPRINGS AND JUST EAST
 ET0172'OF ARIZONA STATE HIGHWAY 69.
 ET0172'
 ET0172'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON, GO
 ET0172'SOUTH ON STATE HIGHWAY 69 FOR 1.7 MILES TO THE END OF TRUCK
 ET0172'TRAVEL.  PACK EAST UP GRADE FROM THE HIGHWAY FOR ABOUT 10 MINUTES
 ET0172'TO THE TOP OF HILL AND STATION.
 ET0172'
 ET0172'THE STATION IS A STANDARD DISK, STAMPED ROCK 1924, CEMENTED
 ET0172'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES AND IS 59.5
 ET0172'FEET SOUTH OF A YAVAPAI-MARICOPA COUNTY BOUNDARY MONUMENT.
 ET0172'
 ET0172'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROCK NO 1 1924,
 ET0172'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES
 ET0172'AND IS 47.4 FEET SOUTHEAST OF THE COUNTY BOUNDARY MOUNUMENT.
 ET0172'
 ET0172'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROCK NO 2 1958,
 ET0172'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES
 ET0172'AND IS ON THE WEST EDGE OF THE RIMROCK.  IT IS 114 FEET SOUTHWEST
 ET0172'OF THE COUNTY BOUNDARY MONUMENT.
 ET0172'
 ET0172'THE YAVAPAI-MARICOPA COUNTY BOUNDARY MONUMENT IS A SMALL
 ET0172'TRIANGULAR SHAPED CONCRETE MONUMENT THAT PROJECTS 18 INCHES.
 ET0172'YAVAPAI IS STAMPED IN THE NORTH SIDE OF THE MONUMENT AND
 ET0172'MARICOPA IS STAMPED IN THE SOUTH SIDE OF THE MONUMENT.
 ET0172'TRIANGULATION STATION HI CAN BE USED AS AN AZIMUTH MARK.  (SEE
 ET0172'DESCRIPTION THEREOF.)
 ET0172
 ET0172                          STATION RECOVERY (1959)
 ET0172
 ET0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0172'1.7 MI S FROM BLACK CANYON.
 ET0172'1.7 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0172'CANYON, 0.25 MILE SOUTH OF ROCK SPRINGS, THENCE GO EAST UNTIL REACHING
 ET0172'THE TOP OF THE HILL, 59.5 FEET SOUTH OF THE YAVAPAI-MARICOPA COUNTY
 ET0172'BOUNDARY MONUMENT, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0172'2 INCHES.
 ET0172
 ET0172                          STATION RECOVERY (1999)
 ET0172
 ET0172'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0172'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF BLACK CANYON CITY,
 ET0172'IN THE MEDIAN OF INTERSTATE HIGHWAY 17, ON TOP OF A MOUNTAIN.
 ET0172'OWNERSHIP--STATE TRUST.  TO REACH THE STATION FROM THE POST OFFICE IN
 ET0172'BLACK CANYON CITY, GO SOUTH FOR 1.7 MI (2.7 KM) ON OLD BLACK CANYON
 ET0172'HIGHWAY TO WHERE IT MERGES WITH THE SOUTHBOUND LANE OF INTERSTATE
 ET0172'HIGHWAY 17 AND END OF VEHICLE TRAVEL.  PACK EAST FOR ABOUT 10 MINUTES
 ET0172'TO THE TOP OF HILL AND STATION.  THE STATION IS SET IN A BOULDER
 ET0172'PROJECTING 5 CM ABOVE GROUND.
 ET0172
 ET0172                          STATION RECOVERY (2000)
 ET0172
 ET0172'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 ET0172'RECOVERED AS DESCRIBED.
 ET0172
 ET0172                          STATION RECOVERY (2007)
 ET0172
 ET0172'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0172'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 ET0172'DESCRIBED AND FOUND REFERENCE MARK 1 AND BOUNDARY MONUMENT MARICOPA
 ET0172'YAVAPAI COUNTY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0584 ***********************************************************************
 FQ0584  DESIGNATION -  ROCK
 FQ0584  PID         -  FQ0584
 FQ0584  STATE/COUNTY-  AZ/COCONINO
 FQ0584  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0584
 FQ0584                         *CURRENT SURVEY CONTROL
 FQ0584  ___________________________________________________________________
 FQ0584* NAD 83(1992)-  35 49 37.19661(N)    111 28 37.59211(W)     ADJUSTED  
 FQ0584* NAVD 88     -      1435.7    (meters)    4710.     (feet)  VERTCON   
 FQ0584  ___________________________________________________________________
 FQ0584  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 FQ0584  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FQ0584  HORZ ORDER  -  SECOND
 FQ0584
 FQ0584.The horizontal coordinates were established by classical geodetic methods
 FQ0584.and adjusted by the National Geodetic Survey in August 1993.
 FQ0584
 FQ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0584
 FQ0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0584
 FQ0584.The geoid height was determined by GEOID03.
 FQ0584
 FQ0584;                    North         East     Units Scale Factor Converg.
 FQ0584;SPC AZ C     -   535,408.247   253,074.679   MT  0.99991943   +0 15 26.3
 FQ0584;SPC AZ C     - 1,756,588.74    830,297.50   iFT  0.99991943   +0 15 26.3
 FQ0584;UTM  12      - 3,964,865.424   456,905.428   MT  0.99962288   -0 16 45.4
 FQ0584
 FQ0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0584!SPC AZ C     -   0.99977847  x   0.99991943  =   0.99969792
 FQ0584!UTM  12      -   0.99977847  x   0.99962288  =   0.99940143
 FQ0584
 FQ0584|---------------------------------------------------------------------|
 FQ0584| PID    Reference Object                     Distance      Geod. Az  |
 FQ0584|                                                           dddmmss.s |
 FQ0584| CH3219 ROCK RM 1                             6.395 METERS 00042     |
 FQ0584| CH3220 ROCK RM 2                             5.270 METERS 07833     |
 FQ0584| FQ0575 PLAINS                              APPROX.12.3 KM 1573637.2 |
 FQ0584|---------------------------------------------------------------------|
 FQ0584
 FQ0584                          SUPERSEDED SURVEY CONTROL
 FQ0584
 FQ0584  NAD 83(1986)-  35 49 37.19788(N)    111 28 37.58899(W) AD(       ) 2
 FQ0584  NAD 27      -  35 49 37.21031(N)    111 28 35.07259(W) AD(       ) 2
 FQ0584  NGVD 29 (07/19/86) 1434.8    (m)         4707.     (f) VERT ANG    3  
 FQ0584
 FQ0584.Superseded values are not recommended for survey control.
 FQ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0584.See file dsdata.txt to determine how the superseded data were derived.
 FQ0584
 FQ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5690564865(NAD 83)
 FQ0584_MARKER: DS = TRIANGULATION STATION DISK
 FQ0584_SETTING: 80 = SET IN A BOULDER
 FQ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0584+STABILITY: SURFACE MOTION
 FQ0584
 FQ0584  HISTORY     - Date     Condition        Report By
 FQ0584  HISTORY     - 1955     MONUMENTED       USGS
 FQ0584  HISTORY     - 1976     GOOD             USGS
 FQ0584
 FQ0584                          STATION DESCRIPTION
 FQ0584
 FQ0584'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0584'LOCATED ABOUT 4.7 MI SW. OF CAMERON, 2.1 MI W. OF U.S. HWY. 89.
 FQ0584'ON TOP OF SOLID RED SANDSTONE TOP ON MAIN RIDGE.
 FQ0584'
 FQ0584'TO REACH FROM BUCK RODGERS POST ON U.S. HWY. 89, DRIVE 0.9 MI S.
 FQ0584'ON U.S. HWY. 89.  FOLLOW BLADED RD. 0.5 MI W. TO X-RDS.  TAKE
 FQ0584'TRACK RD. 0.4 MI S. TO RD. FORKS.  TAKE RIGHT FORK IMMEDIATELY
 FQ0584'CROSSING ANOTHER RD. 1.0 MI TO DIM RD. FORKS.  TAKE RIGHT FORK
 FQ0584'ACROSS SANDY WASH NW. ALONG MAIN RIDGE 1.1 MI TO ROCKY LEDGE AND
 FQ0584'END OF RD.  PACK ABOUT 10 MINUTES ALONG RIDGE TO ROCK TOP AND
 FQ0584'STATION.  (TRUCK MAY BE DRIVEN TO END OF RD. DOWN DRAIN ON SIDE
 FQ0584'RIDGE INTO NEXT DRAINAGE AND ALONG MAIN RIDGE TO POINT BELOW ROCK
 FQ0584'LEDGE AT STATION.)
 FQ0584'
 FQ0584'STATION MARK--STANDARD TABLET STAMPED---ROCK 1955---, CEMENTED IN
 FQ0584'SOLID SANDSTONE TOP.
 FQ0584'
 FQ0584'RM 1--STANDARD RM TABLET STAMPED---ROCK 1955 NO 1---, CEMENTED IN
 FQ0584'SOLID SANDSTONE.
 FQ0584'
 FQ0584'RM 2--STANDARD RM TABLET STAMPED---ROCK 1955 NO 2---, CEMENTED IN
 FQ0584'TOP OF LEANING SANDSTONE ROCK
 FQ0584
 FQ0584                          STATION RECOVERY (1976)
 FQ0584
 FQ0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (TT)
 FQ0584'THE STATION IS ABOUT 4.7 MILES SOUTHWEST OF CAMERON AND 2.1 MILES
 FQ0584'WEST OF U.S. HWY. 89 ON A RED SANDSTONE RIDGE.
 FQ0584'
 FQ0584'THE STATION IS A STANDARD U.S.GS DISK STAMPED ROCK 1955 AND IS
 FQ0584'SET IN TOP OF SOLID RED SANDSTONE ON MAIN RIDGE.
 FQ0584'
 FQ0584'REFERENCE MARK 1 IS A STANDARD U.S.GS REFERENCE MARK TABLET
 FQ0584'STAMPED ROCK 1955 NO. 1 AND IS CEMENTED TO A SANDSTONE LEDGE
 FQ0584'4 FEET BELOW STATION.
 FQ0584'
 FQ0584'REFERENCE MARK 2 IS A STANDARD U.S.GS REFERENCE MARK TABLET
 FQ0584'STAMPED ROCK 1955 NO. 2 AND CEMENTED TO TOP OF A 4 X 8 FOOT
 FQ0584'LEANING SANDSTONE ROCK 4 FEET BELOW STATION.
 FQ0584'
 FQ0584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 89,
 FQ0584'6 MILES EAST OF FLAGSTAFF, GO NORTH ON HWY. 89 TO MILE POST
 FQ0584'463.45 AND A GATE AND BLADED ROAD ON THE LEFT, WEST, LEADING TO
 FQ0584'A SUBSTATION, FOLLOW ROAD TO WEST SIDE OF SUB-STATION THEN
 FQ0584'TAKE POWERLINE TRAIL, THE MOST NORTHERLY POWERLINE, STARTING AT
 FQ0584'TOWER NO. 181/1 AND GO 1.8 MILE TO TOWER 182/3.  STATION IS
 FQ0584'ABOUT 500 FEET NORTH OF TOWER 182/3 AND ON HIGHEST POINT OF A
 FQ0584'RED SANDSTONE RIDGE.
 FQ0584'
 FQ0584'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0874 ***********************************************************************
 FR0874  DESIGNATION -  ROCK
 FR0874  PID         -  FR0874
 FR0874  STATE/COUNTY-  AZ/YAVAPAI
 FR0874  USGS QUAD   -  MEATH SPRING (1979)
 FR0874
 FR0874                         *CURRENT SURVEY CONTROL
 FR0874  ___________________________________________________________________
 FR0874* NAD 83(1992)-  35 01 13.89816(N)    112 24 51.78780(W)     ADJUSTED  
 FR0874* NAVD 88     -      1495.3    (meters)    4906.     (feet)  VERTCON   
 FR0874  ___________________________________________________________________
 FR0874  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 FR0874  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0874  HORZ ORDER  -  SECOND
 FR0874
 FR0874.The horizontal coordinates were established by classical geodetic methods
 FR0874.and adjusted by the National Geodetic Survey in August 1993.
 FR0874
 FR0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0874
 FR0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0874
 FR0874.The geoid height was determined by GEOID03.
 FR0874
 FR0874;                    North         East     Units Scale Factor Converg.
 FR0874;SPC AZ C     -   445,964.513   167,939.854   MT  0.99992542   -0 17 08.3
 FR0874;SPC AZ C     - 1,463,138.17    550,983.77   iFT  0.99992542   -0 17 08.3
 FR0874;UTM  12      - 3,876,233.569   370,962.711   MT  0.99980521   -0 48 42.4
 FR0874
 FR0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0874!SPC AZ C     -   0.99976932  x   0.99992542  =   0.99969475
 FR0874!UTM  12      -   0.99976932  x   0.99980521  =   0.99957457
 FR0874
 FR0874|---------------------------------------------------------------------|
 FR0874| PID    Reference Object                     Distance      Geod. Az  |
 FR0874|                                                           dddmmss.s |
 FR0874| CH3217 ROCK RM 1                             6.163 METERS 06317     |
 FR0874| CH3218 ROCK RM 2                             7.431 METERS 16802     |
 FR0874| FR0875 SPUR                                APPROX. 6.4 KM 3575715.7 |
 FR0874|---------------------------------------------------------------------|
 FR0874
 FR0874                          SUPERSEDED SURVEY CONTROL
 FR0874
 FR0874  NAD 83(1986)-  35 01 13.89645(N)    112 24 51.78528(W) AD(       ) 2
 FR0874  NAD 27      -  35 01 13.83218(N)    112 24 49.17117(W) AD(       ) 2
 FR0874  NGVD 29 (07/19/86) 1494.5    (m)         4903.     (f) VERT ANG    3  
 FR0874
 FR0874.Superseded values are not recommended for survey control.
 FR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0874.See file dsdata.txt to determine how the superseded data were derived.
 FR0874
 FR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7096376234(NAD 83)
 FR0874_MARKER: DD = SURVEY DISK
 FR0874_SETTING: 66 = SET IN ROCK OUTCROP
 FR0874
 FR0874  HISTORY     - Date     Condition        Report By
 FR0874  HISTORY     - 1974     MONUMENTED       USGS
 FR0874  HISTORY     - 1980     GOOD             AZDT
 FR0874
 FR0874                          STATION DESCRIPTION
 FR0874
 FR0874'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0874'RM 1 TO RM 2 NOT MEASURED.
 FR0874'
 FR0874'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 FR0874'
 FR0874'LOCATED ABOUT 33 MI N. OF PRESCOTT. ABOUT 15 MI SE. OF ASHFORK.
 FR0874'ABOUT 3 MI N. OF LIMESTONE CANYON AND 0.5 MI W. OF HELL CANYON,
 FR0874'ABOUT 0.25 MI E. OF THE MOST EASTERN TIP OF BIG BLACK MESA, ON A
 FR0874'SMALL AND ROCKY TOP COVERED WITH TREES.
 FR0874'
 FR0874'TO REACH FROM THE POST OFFICE AT PAULDEN, PROCEED N. ALONG U. S.
 FR0874'HWY. 89 FOR 7.9 MI TO T-RD. W., ABOUT 0.1 MI S. OF MILEAGE SIGN 345
 FR0874'ON A BRIDGE AND HIGH POINT OF THE HWY. PROCEED W. ALONG DIRT RD.
 FR0874'FOR 1.0 MI TO RD. FORK. TAKE RIGHT FORK FOR 1.3 MI TO RD. FORK.
 FR0874'TAKE RIGHT FORK FOR 1.0 MI TO TOP OF SADDLE AND END OF TRUCK
 FR0874'TRAVEL.  PACK E. FOR ABOUT 200 YARDS TO TOP OF HILL AND STATION.
 FR0874'
 FR0874'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED ROCK 1974
 FR0874'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0874'
 FR0874'RM NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED ROCK
 FR0874'NO 1 1974 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 FR0874'
 FR0874'RM NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET STAMPED ROCK
 FR0874'NO 2 1974 CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0874
 FR0874                          STATION RECOVERY (1980)
 FR0874
 FR0874'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0874'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FR0874'AS DESCRIBED IN 1974.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0874'
 FR0874'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN, TRAVEL NORTH ON
 FR0874'US HIGHWAY 89 FOR 7.9 MILES TO A SIDE RD LEFT AT A GATE, TURN LEFT ON
 FR0874'FOREST ROAD 640 FOR 2.3 MILES TO A FORK.  TAKE RIGHT FORK FOR 1.0 MILE
 FR0874'TO A LOW SADDLE AND END OF TRUCK TRAVEL.  PACK EAST UP RIDGE TO ROCKY
 FR0874'OUTCROP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1116 ***********************************************************************
 CY1116  DESIGNATION -  ROCK
 CY1116  PID         -  CY1116
 CY1116  STATE/COUNTY-  AZ/GRAHAM
 CY1116  USGS QUAD   -  ASH PEAK (1986)
 CY1116
 CY1116                         *CURRENT SURVEY CONTROL
 CY1116  ___________________________________________________________________
 CY1116* NAD 83(1992)-  32 45 27.75113(N)    109 19 28.94719(W)     ADJUSTED  
 CY1116* NAVD 88     -      1282.2    (meters)    4207.     (feet)  VERTCON   
 CY1116  ___________________________________________________________________
 CY1116  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CY1116  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CY1116  HORZ ORDER  -  SECOND
 CY1116
 CY1116.The horizontal coordinates were established by classical geodetic methods
 CY1116.and adjusted by the National Geodetic Survey in August 1993.
 CY1116
 CY1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1116
 CY1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1116
 CY1116.The geoid height was determined by GEOID03.
 CY1116
 CY1116;                    North         East     Units Scale Factor Converg.
 CY1116;SPC AZ E     -   195,197.217   292,251.440   MT  0.99997672   +0 27 20.1
 CY1116;SPC AZ E     -   640,410.82    958,830.18   iFT  0.99997672   +0 27 20.1
 CY1116;UTM  12      - 3,625,668.674   656,934.529   MT  0.99990369   +0 54 24.0
 CY1116
 CY1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1116!SPC AZ E     -   0.99980284  x   0.99997672  =   0.99977957
 CY1116!UTM  12      -   0.99980284  x   0.99990369  =   0.99970655
 CY1116
 CY1116|---------------------------------------------------------------------|
 CY1116| PID    Reference Object                     Distance      Geod. Az  |
 CY1116|                                                           dddmmss.s |
 CY1116| CC8132 ROCK RM 1                            11.103 METERS 04059     |
 CY1116| CC8133 HIGHWAY 70 MP 363.30                 12.816 METERS 22901     |
 CY1116| CY1120 SLICK                               APPROX. 3.2 KM 2610813.3 |
 CY1116|---------------------------------------------------------------------|
 CY1116
 CY1116                          SUPERSEDED SURVEY CONTROL
 CY1116
 CY1116  NAD 83(1986)-  32 45 27.74661(N)    109 19 28.94375(W) AD(       ) 2
 CY1116  NAD 27      -  32 45 27.50255(N)    109 19 26.69920(W) AD(       ) 2
 CY1116  NGVD 29 (07/19/86) 1281.5    (m)         4204.     (f) VERT ANG    3  
 CY1116
 CY1116.Superseded values are not recommended for survey control.
 CY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1116.See file dsdata.txt to determine how the superseded data were derived.
 CY1116
 CY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5693525669(NAD 83)
 CY1116_MARKER: DD = SURVEY DISK
 CY1116_SETTING: 66 = SET IN ROCK OUTCROP
 CY1116
 CY1116  HISTORY     - Date     Condition        Report By
 CY1116  HISTORY     - 1976     MONUMENTED       AZDT
 CY1116
 CY1116                          STATION DESCRIPTION
 CY1116
 CY1116'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1116'THE STATION IS ABOUT 23 MILES EAST SOUTHEAST OF SAFFORD IN
 CY1116'THE SOUTH RIGHT-OF-WAY OF U.S. HWY. 70 ON THE BANK OF A HWY. CUT.
 CY1116'
 CY1116'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ROCK 1976
 CY1116'AND IS EPOXIED IN A DRILL HOLE IN BEDROCK AT GROUND LEVEL.  THE
 CY1116'STATION IS 95 FEET SOUTH OF U.S. HWY. 70 CENTERLINE ABOVE A
 CY1116'HWY. CUT, 6 FEET NORTH OF R/W FENCE LINE AND MARKED WITH A WITNESS
 CY1116'POST AND SIGN 3 FEET SOUTH.
 CY1116'
 CY1116'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 CY1116'ROCK RM 1 1976 AND IS EPOXIED TO A 3 FOOT X 3 FOOT BEDROCK ABOUT
 CY1116'12 INCHES ABOVE GROUND LEVEL AND NORTH OF R/W FENCE LINE.
 CY1116'
 CY1116'REFERENCE MARK 2 IS AN HWY. DEPARTMENT DISK STAMPED P AND M HWY. 70
 CY1116'1199 M.P. 363.30 AND IS EPOXIED TO A ROCK ABOUT 4 FEET NORTH OF
 CY1116'R/W FENCE.
 CY1116'
 CY1116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 70 AND 666,
 CY1116'10 MILES EAST OF SAFFORD, GO EAST SOUTHEAST ON U.S. HWY. 70 TO
 CY1116'MILE POST 363.31 TO STATION ON THE RIGHT ABOVE A HWY. CUT.
 CY1116'
 CY1116'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0536 ***********************************************************************
 ER0536  DESIGNATION -  ROCK
 ER0536  PID         -  ER0536
 ER0536  STATE/COUNTY-  AZ/NAVAJO
 ER0536  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0536
 ER0536                         *CURRENT SURVEY CONTROL
 ER0536  ___________________________________________________________________
 ER0536* NAD 83(1992)-  34 16 27.92318(N)    109 53 43.96670(W)     ADJUSTED  
 ER0536* NAVD 88     -      2036.5    (meters)    6681.     (feet)  VERTCON   
 ER0536  ___________________________________________________________________
 ER0536  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 ER0536  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0536  HORZ ORDER  -  THIRD
 ER0536
 ER0536.The horizontal coordinates were established by classical geodetic methods
 ER0536.and adjusted by the National Geodetic Survey in August 1993.
 ER0536
 ER0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0536
 ER0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0536
 ER0536.The geoid height was determined by GEOID03.
 ER0536
 ER0536;                    North         East     Units Scale Factor Converg.
 ER0536;SPC AZ E     -   363,124.415   238,324.101   MT  0.99990768   +0 09 09.7
 ER0536;SPC AZ E     - 1,191,353.07    781,903.22   iFT  0.99990768   +0 09 09.7
 ER0536;UTM  12      - 3,793,136.018   601,667.072   MT  0.99972741   +0 37 19.3
 ER0536
 ER0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0536!SPC AZ E     -   0.99968410  x   0.99990768  =   0.99959181
 ER0536!UTM  12      -   0.99968410  x   0.99972741  =   0.99941160
 ER0536
 ER0536|---------------------------------------------------------------------|
 ER0536| PID    Reference Object                     Distance      Geod. Az  |
 ER0536|                                                           dddmmss.s |
 ER0536| CD2615 ROCK RM 1                             8.745 METERS 17916     |
 ER0536| ER0529 SHOW LOW TV ASSOC TOWER             APPROX. 8.7 KM 2095052.4 |
 ER0536| ER0537 WEST                                APPROX. 7.4 KM 2530619.2 |
 ER0536| CD2616 ROCK RM 2                             7.245 METERS 28640     |
 ER0536|---------------------------------------------------------------------|
 ER0536
 ER0536                          SUPERSEDED SURVEY CONTROL
 ER0536
 ER0536  NAD 83(1986)-  34 16 27.92075(N)    109 53 43.97335(W) AD(       ) 3
 ER0536  NAD 27      -  34 16 27.76870(N)    109 53 41.58330(W) AD(       ) 3
 ER0536  NGVD 29 (07/19/86) 2035.6    (m)         6678.     (f) VERT ANG    3  
 ER0536
 ER0536.Superseded values are not recommended for survey control.
 ER0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0536.See file dsdata.txt to determine how the superseded data were derived.
 ER0536
 ER0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0166793136(NAD 83)
 ER0536_MARKER: DS = TRIANGULATION STATION DISK
 ER0536_SETTING: 66 = SET IN ROCK OUTCROP
 ER0536_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ER0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0536+STABILITY: POSITION/ELEVATION WELL
 ER0536
 ER0536  HISTORY     - Date     Condition        Report By
 ER0536  HISTORY     - 1958     MONUMENTED       CGS
 ER0536  HISTORY     - 1960     GOOD             USGS
 ER0536  HISTORY     - 1981     GOOD             AZDT
 ER0536
 ER0536                          STATION DESCRIPTION
 ER0536
 ER0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0536'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES EAST-NORTHEAST
 ER0536'OF SHOW LOW AND ABOUT 0.1 MILE SOUTH OF U.S. HIGHWAY 60, ON
 ER0536'A LOW TREE COVERED BENCH.
 ER0536'
 ER0536'THE STATION IS A STANDARD DISK STAMPED ROCK 1958 SET IN A DRILL
 ER0536'HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE
 ER0536'THE GROUND.  IT IS 16 FEET SOUTHEAST OF A JUNIPER TREE WITH A
 ER0536'TRIANGULAR BLAZE.
 ER0536'
 ER0536'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROCK NO 1 1958
 ER0536'SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 6 INCHES
 ER0536'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 ER0536'
 ER0536'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROCK NO 2 1958
 ER0536'SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT
 ER0536'8 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 ER0536'THE STATION.
 ER0536'
 ER0536'STATION WEST 1936 WAS USED AS THE AZIMUTH MARK.
 ER0536'
 ER0536'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 ER0536'AND STATE HIGHWAY 173 WHICH IS ONE BLOCK NORTH OF THE POST
 ER0536'OFFICE IN SHOW LOW, GO EAST ON U.S. HIGHWAY 60 FOR 6.8 MILES
 ER0536'TO A RAILROAD CROSSING.  CONTINUE EAST ON U.S. HIGHWAY 60 FOR 1.35
 ER0536'MILES.  TURN RIGHT OFF THE HIGHWAY, PASS THROUGH A STEEL GATE
 ER0536'AND FOLLOW THE TRACK ROAD WESTERLY FOR 0.1 MILE.  TURN LEFT OFF
 ER0536'THE TRACK ROAD AND GO CROSS COUNTRY, SOUTHWESTERLY FOR ABOUT
 ER0536'100 YARDS TO THE TOP OF A LOW, ROCKY BENCH, A JUNIPER TREE
 ER0536'WITH A TRIANGULAR BLAZE AND THE STATION.
 ER0536
 ER0536                          STATION RECOVERY (1960)
 ER0536
 ER0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0536'RECOVERED IN GOOD CONDITION.
 ER0536
 ER0536                          STATION RECOVERY (1981)
 ER0536
 ER0536'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ER0536'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ER0536'A NEW ROUTE TO THE STATION FOLLOWS.
 ER0536'
 ER0536'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, TRAVEL EAST
 ER0536'ALONG US HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION WITH STATE ROUTE 77,
 ER0536'CONTINUE EAST ALONG US 60 FOR 7.0 MILES TO A WIRE GATE ON THE RIGHT.
 ER0536'PASS THROUGH THE GATE AND TURN RIGHT ON A TRACK ROAD FOR ABOUT 0.2
 ER0536'MILE.  BEAR LEFT AND PICK A WAY THROUGH THE TREES TO THE TOP OF THE
 ER0536'LOW ROCKY KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1116 ***********************************************************************
 ES1116  DESIGNATION -  ROCK
 ES1116  PID         -  ES1116
 ES1116  STATE/COUNTY-  AZ/COCONINO
 ES1116  USGS QUAD   -  ROCK STATION (1986)
 ES1116
 ES1116                         *CURRENT SURVEY CONTROL
 ES1116  ___________________________________________________________________
 ES1116* NAD 83(1992)-  34 55 44.25165(N)    110 48 02.84712(W)     ADJUSTED  
 ES1116* NAVD 88     -      1609.3    (meters)    5280.     (feet)  VERTCON   
 ES1116  ___________________________________________________________________
 ES1116  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 ES1116  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES1116  HORZ ORDER  -  SECOND
 ES1116
 ES1116.The horizontal coordinates were established by classical geodetic methods
 ES1116.and adjusted by the National Geodetic Survey in August 1993.
 ES1116
 ES1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1116
 ES1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1116
 ES1116.The geoid height was determined by GEOID03.
 ES1116
 ES1116;                    North         East     Units Scale Factor Converg.
 ES1116;SPC AZ C     -   436,262.143   315,306.265   MT  1.00002805   +0 38 20.3
 ES1116;SPC AZ C     - 1,431,306.24  1,034,469.37   iFT  1.00002805   +0 38 20.3
 ES1116;UTM  12      - 3,865,183.020   518,193.873   MT  0.99960408   +0 06 50.6
 ES1116
 ES1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1116!SPC AZ C     -   0.99975124  x   1.00002805  =   0.99977928
 ES1116!UTM  12      -   0.99975124  x   0.99960408  =   0.99935542
 ES1116
 ES1116:                Primary Azimuth Mark                     Grid Az
 ES1116:SPC AZ C     -  SIT                                      048 16 42.2
 ES1116:UTM  12      -  SIT                                      048 48 11.9
 ES1116
 ES1116|---------------------------------------------------------------------|
 ES1116| PID    Reference Object                     Distance      Geod. Az  |
 ES1116|                                                           dddmmss.s |
 ES1116| ES1114 SIT                                 APPROX. 2.8 KM 0485502.5 |
 ES1116| CD2617 ROCK RM 1                            10.079 METERS 06017     |
 ES1116| CD2618 ROCK RM 2                            10.459 METERS 24041     |
 ES1116|---------------------------------------------------------------------|
 ES1116
 ES1116                          SUPERSEDED SURVEY CONTROL
 ES1116
 ES1116  NAD 83(1986)-  34 55 44.24577(N)    110 48 02.84975(W) AD(       ) 2
 ES1116  NGVD 29 (07/19/86) 1608.5    (m)         5277.     (f) VERT ANG    3  
 ES1116
 ES1116.Superseded values are not recommended for survey control.
 ES1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1116.See file dsdata.txt to determine how the superseded data were derived.
 ES1116
 ES1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1819465183(NAD 83)
 ES1116_MARKER: DD = SURVEY DISK
 ES1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1116+STABILITY: SURFACE MOTION
 ES1116
 ES1116  HISTORY     - Date     Condition        Report By
 ES1116  HISTORY     - 1979     MONUMENTED       AZDT
 ES1116
 ES1116                          STATION DESCRIPTION
 ES1116
 ES1116'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1116'THE STATION IS LOCATED 9 AIRLINE MILES SOUTHWEST OF WINSLOW AND ALONG
 ES1116'SR 87.
 ES1116'
 ES1116'THE STATION MARK IS A STANDARD ADOT DISK EPOXIED IN A DRILL HOLE IN
 ES1116'BEDROCK STAMPED---ROCK 1980---WITH A WITNESS POST AND SIGN 3.1 FT ESE
 ES1116'OF STATION.
 ES1116'
 ES1116'THERE IS NO UNDERGROUND MARK.
 ES1116'
 ES1116'REFERENCE MARK NO. 1 IS A STANDARD ADOT DISK EPOXIED IN A DRILL HOLE
 ES1116'IN BEDROCK, 33.0 FT ENE OF THE STATION AND STAMPED---ROCK RM 1---.
 ES1116'
 ES1116'REFERENCE MARK NO. 2 IS A STANDARD ADOT DISK EPOXIED IN A DRILL HOLE
 ES1116'IN BEDROCK, 34.3 FT WSW OF THE STATION AND STAMPED---ROCK RM 2---.
 ES1116'
 ES1116'AZIMUTH MARK WAS NOT SET.  STATION SIT MAY BE USED AS AZ MK.
 ES1116'
 ES1116'TO REACH FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON SR 87 FOR 9.1
 ES1116'MILES TO A TANK AND ROCKY RIDGE ON THE RIGHT AND BY A CROSS ROADS ON A
 ES1116'CURVE IN THE HIGHWAY.  THE STATION IS ON THE LEFT, 97 FT EAST OF SR
 ES1116'87 AND 75 FT SOUTH OF A CATTLE GUARD.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2047 ***********************************************************************
 DV2047  DESIGNATION -  ROCK
 DV2047  PID         -  DV2047
 DV2047  STATE/COUNTY-  AZ/MARICOPA
 DV2047  USGS QUAD   -  BALDY MTN (1981)
 DV2047
 DV2047                         *CURRENT SURVEY CONTROL
 DV2047  ___________________________________________________________________
 DV2047* NAD 83(1992)-  33 50 06.92916(N)    112 19 23.87108(W)     ADJUSTED  
 DV2047* NAVD 88     -       548.5    (meters)    1800.     (feet)  VERTCON   
 DV2047  ___________________________________________________________________
 DV2047  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DV2047  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV2047  HORZ ORDER  -  SECOND
 DV2047
 DV2047.The horizontal coordinates were established by classical geodetic methods
 DV2047.and adjusted by the National Geodetic Survey in August 1993.
 DV2047
 DV2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2047
 DV2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2047
 DV2047.The geoid height was determined by GEOID03.
 DV2047
 DV2047;                    North         East     Units Scale Factor Converg.
 DV2047;SPC AZ C     -   314,456.720   175,724.773   MT  0.99991746   -0 13 35.1
 DV2047;SPC AZ C     - 1,031,682.15    576,524.85   iFT  0.99991746   -0 13 35.1
 DV2047;UTM  12      - 3,744,677.358   377,556.769   MT  0.99978482   -0 44 12.9
 DV2047
 DV2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2047!SPC AZ C     -   0.99991851  x   0.99991746  =   0.99983598
 DV2047!UTM  12      -   0.99991851  x   0.99978482  =   0.99970335
 DV2047
 DV2047|---------------------------------------------------------------------|
 DV2047| PID    Reference Object                     Distance      Geod. Az  |
 DV2047|                                                           dddmmss.s |
 DV2047| CH5330 ROCK RM 1                            11.955 METERS 11448     |
 DV2047| DV2048 CUT                                 APPROX. 2.4 KM 2711509.1 |
 DV2047| CH5331 ROCK RM 2                             9.166 METERS 27706     |
 DV2047|---------------------------------------------------------------------|
 DV2047
 DV2047                          SUPERSEDED SURVEY CONTROL
 DV2047
 DV2047  NAD 83(1986)-  33 50 06.92446(N)    112 19 23.87508(W) AD(       ) 2
 DV2047  NAD 27      -  33 50 06.79601(N)    112 19 21.28481(W) AD(       ) 2
 DV2047  NGVD 29 (07/19/86)  547.9    (m)         1798.     (f) VERT ANG    3  
 DV2047
 DV2047.Superseded values are not recommended for survey control.
 DV2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2047.See file dsdata.txt to determine how the superseded data were derived.
 DV2047
 DV2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7755744677(NAD 83)
 DV2047_MARKER: DD = SURVEY DISK
 DV2047_SETTING: 66 = SET IN ROCK OUTCROP
 DV2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2047+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 DV2047
 DV2047  HISTORY     - Date     Condition        Report By
 DV2047  HISTORY     - 1978     MONUMENTED       AZDT
 DV2047  HISTORY     - 19960212 GOOD             USPSQD
 DV2047  HISTORY     - 20031221 GOOD             USPSQD
 DV2047  HISTORY     - 20071005 GOOD             GEOCAC
 DV2047
 DV2047                          STATION DESCRIPTION
 DV2047
 DV2047'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV2047'THE STATION IS ABOUT 18.5 MILES EAST OF MORRISTOWN, 3 MILES
 DV2047'SOUTHWEST OF LAKE PLEASANT, ON THE NORTH SIDE OF STATE HWY. 74
 DV2047'AND NORTH OF THE NORTH R/W FENCE.
 DV2047'
 DV2047'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ROCK 1976 AND
 DV2047'IS EPOXIED TO A DRILL HOLE IN BEDROCK.  THE STATION IS ABOUT 40
 DV2047'FEET NORTH OF THE NORTH R/W FENCE, 12 FEET NORTH OF A LONE SAGUARO
 DV2047'CACTUS AND IS MARKED BY A WITNESS POST AND SIGN 3.75 FEET UP HILL
 DV2047'FROM THE STATION.
 DV2047'
 DV2047'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED ROCK RM 2
 DV2047'1976 AND IS EPOXIED TO BEDROCK.
 DV2047'
 DV2047'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ROCK RM 1
 DV2047'1976 AND IS EPOXIED TO BEDROCK.
 DV2047'
 DV2047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND STATE
 DV2047'HWY. 74, 0.8 MILES NORTHWEST OF MORRISTOWN, TRAVEL EAST ON HWY. 74
 DV2047'FOR 18.45 MILES TO THE STATION ON THE LEFT, NORTH, OUTSIDE OF
 DV2047'R/W FENCE.
 DV2047'
 DV2047'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2047
 DV2047                          STATION RECOVERY (1996)
 DV2047
 DV2047'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2047'RECOVERED IN GOOD CONDITION.
 DV2047
 DV2047                          STATION RECOVERY (2003)
 DV2047
 DV2047'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJ)
 DV2047'RECOVERED AS DESCRIBED
 DV2047
 DV2047                          STATION RECOVERY (2007)
 DV2047
 DV2047'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2047'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2047'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2156 ***********************************************************************
 DV2156  DESIGNATION -  ROCK
 DV2156  PID         -  DV2156
 DV2156  STATE/COUNTY-  AZ/MARICOPA
 DV2156  USGS QUAD   -  CITRUS VALLEY WEST (1973)
 DV2156
 DV2156                         *CURRENT SURVEY CONTROL
 DV2156  ___________________________________________________________________
 DV2156* NAD 83(1992)-  33 06 59.99037(N)    112 59 00.92171(W)     ADJUSTED  
 DV2156* NAVD 88     -       657.     (meters)    2156.     (feet)  SCALED    
 DV2156  ___________________________________________________________________
 DV2156  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 DV2156  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DV2156  HORZ ORDER  -  FIRST
 DV2156
 DV2156.The horizontal coordinates were established by classical geodetic methods
 DV2156.and adjusted by the National Geodetic Survey in August 1993.
 DV2156
 DV2156.The orthometric height was scaled from a topographic map.
 DV2156
 DV2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2156
 DV2156.The geoid height was determined by GEOID03.
 DV2156
 DV2156;                    North         East     Units Scale Factor Converg.
 DV2156;SPC AZ C     -   235,195.449   113,791.692   MT  1.00002220   -0 34 58.6
 DV2156;SPC AZ C     -   771,638.61    373,332.32   iFT  1.00002220   -0 34 58.6
 DV2156;UTM  12      - 3,665,971.125   314,930.578   MT  1.00002231   -1 05 02.5
 DV2156
 DV2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2156!SPC AZ C     -   0.99990183  x   1.00002220  =   0.99992403
 DV2156!UTM  12      -   0.99990183  x   1.00002231  =   0.99992414
 DV2156
 DV2156:                Primary Azimuth Mark                     Grid Az
 DV2156:SPC AZ C     -  PAINTED                                  199 31 54.1
 DV2156:UTM  12      -  PAINTED                                  200 01 58.0
 DV2156
 DV2156|---------------------------------------------------------------------|
 DV2156| PID    Reference Object                     Distance      Geod. Az  |
 DV2156|                                                           dddmmss.s |
 DV2156| DV1918 PAINTED                             APPROX.11.9 KM 1985655.5 |
 DV2156| CH5329 ROCK RM 2                            23.700 METERS 20611     |
 DV2156| CH5328 ROCK RM 1                            14.600 METERS 31627     |
 DV2156|---------------------------------------------------------------------|
 DV2156
 DV2156                          SUPERSEDED SURVEY CONTROL
 DV2156
 DV2156  NAD 83(1986)-  33 06 59.98310(N)    112 59 00.92781(W) AD(       ) 1
 DV2156  NAD 27      -  33 06 59.82000(N)    112 58 58.29100(W) AD(       ) 1
 DV2156
 DV2156.Superseded values are not recommended for survey control.
 DV2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2156.See file dsdata.txt to determine how the superseded data were derived.
 DV2156
 DV2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1493165971(NAD 83)
 DV2156_MARKER: DS = TRIANGULATION STATION DISK
 DV2156_SETTING: 66 = SET IN ROCK OUTCROP
 DV2156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2156
 DV2156  HISTORY     - Date     Condition        Report By
 DV2156  HISTORY     - 1934     MONUMENTED       CGS
 DV2156  HISTORY     - 1944     MARK NOT FOUND   CGS
 DV2156  HISTORY     - 1949     GOOD             USGS
 DV2156
 DV2156                          STATION DESCRIPTION
 DV2156
 DV2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2156'ABOUT 18 MILES, AIR LINE, NORTHWEST OF GILA BEND.  ABOUT 5
 DV2156'MILES, AIR LINE, NORTHEAST OF THE GILA RIVER.  ON THE HIGHEST
 DV2156'AND MOST EASTERN OF TWO RIDGES OF ABOUT THE SAME ELEVATION
 DV2156'WHICH FORM THE MOST WESTERN HIGH RIDGE OF THE GILA BEND MOUNTAINS,
 DV2156'NEAR THE GILA RIVER.  THERE IS A TABLE-SHAPED RIDGE WITH A
 DV2156'SHARP POINT ON IT, HIGHER THAN THE STATION, AND ABOUT 2 MILES
 DV2156'EAST BY SOUTH FROM THE STATION.  MARKED BY A STANDARD BRONZE
 DV2156'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DV2156'BRONZE REFERENCE DISK, IS 14.62 METERS (48.0 FEET)
 DV2156'FROM STATION N 43 DEG 34 MIN W.  REFERENCE MARK NO.
 DV2156'2, A STANDARD BRONZE REFERENCE DISK,  IS 23.84
 DV2156'METERS (78.2 FEET) FROM STATION S 26 DEG 10 MIN W.
 DV2156'AIRWAY BEACON (NEAR STATION ROSE) IS N 14 DEG 13 MIN W.
 DV2156
 DV2156                          STATION RECOVERY (1944)
 DV2156
 DV2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DV2156'SEARCHED FOR BUT NOT RECOVERED.
 DV2156
 DV2156                          STATION RECOVERY (1949)
 DV2156
 DV2156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV2156'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0876 ***********************************************************************
 ES0876  DESIGNATION -  ROCK
 ES0876  PID         -  ES0876
 ES0876  STATE/COUNTY-  AZ/COCONINO
 ES0876  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0876
 ES0876                         *CURRENT SURVEY CONTROL
 ES0876  ___________________________________________________________________
 ES0876* NAD 83(1992)-  34 36 28.91023(N)    111 14 25.13358(W)     ADJUSTED  
 ES0876* NAVD 88     -      2195.8    (meters)    7204.     (feet)  VERTCON   
 ES0876  ___________________________________________________________________
 ES0876  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 ES0876  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ES0876  HORZ ORDER  -  SECOND
 ES0876
 ES0876.The horizontal coordinates were established by classical geodetic methods
 ES0876.and adjusted by the National Geodetic Survey in August 1993.
 ES0876
 ES0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0876
 ES0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0876
 ES0876.The geoid height was determined by GEOID03.
 ES0876
 ES0876;                    North         East     Units Scale Factor Converg.
 ES0876;SPC AZ C     -   400,302.608   275,390.210   MT  0.99994741   +0 23 02.9
 ES0876;SPC AZ C     - 1,313,328.77    903,511.19   iFT  0.99994741   +0 23 02.9
 ES0876;UTM  12      - 3,829,602.798   477,966.789   MT  0.99960598   -0 08 11.4
 ES0876
 ES0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0876!SPC AZ C     -   0.99965912  x   0.99994741  =   0.99960655
 ES0876!UTM  12      -   0.99965912  x   0.99960598  =   0.99926524
 ES0876
 ES0876:                Primary Azimuth Mark                     Grid Az
 ES0876:SPC AZ C     -  LITTLE                                   101 28 48.0
 ES0876:UTM  12      -  LITTLE                                   102 00 02.3
 ES0876
 ES0876|---------------------------------------------------------------------|
 ES0876| PID    Reference Object                     Distance      Geod. Az  |
 ES0876|                                                           dddmmss.s |
 ES0876| ES0865 LITTLE                              APPROX. 1.6 KM 1015150.9 |
 ES0876| DZ1306 ROCK RM 2                             8.810 METERS 24958     |
 ES0876| DZ1305 ROCK RM 1                             6.349 METERS 35713     |
 ES0876|---------------------------------------------------------------------|
 ES0876
 ES0876                          SUPERSEDED SURVEY CONTROL
 ES0876
 ES0876  NAD 83(1986)-  34 36 28.90208(N)    111 14 25.13769(W) AD(       ) 2
 ES0876  NGVD 29 (07/10/87) 2194.8    (m)         7201.     (f) VERT ANG    3  
 ES0876
 ES0876.Superseded values are not recommended for survey control.
 ES0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0876.See file dsdata.txt to determine how the superseded data were derived.
 ES0876
 ES0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7796729603(NAD 83)
 ES0876_MARKER: DS = TRIANGULATION STATION DISK
 ES0876_SETTING: 66 = SET IN ROCK OUTCROP
 ES0876_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0876+STABILITY: POSITION/ELEVATION WELL
 ES0876
 ES0876  HISTORY     - Date     Condition        Report By
 ES0876  HISTORY     - 1981     MONUMENTED       AZDT
 ES0876
 ES0876                          STATION DESCRIPTION
 ES0876
 ES0876'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0876'THE STATION IS LOCATED 19 MILES NORTHEAST OF PINE, 3 MILES WEST OF THE
 ES0876'BLUE RIDGE RANGER STATION AND ABOUT 1500 FEET NORTHWEST OF ARIZONA
 ES0876'HIGHWAY 87.  THE STATION IS 7 FEET WEST OF A CAIRN.
 ES0876'
 ES0876'THE STATION MARK IS AN AZDT DISK STAMPED---ROCK 1981---SET IN A
 ES0876'A DRILL HOLE IN ROCK 7 FEET WEST OF A CAIRN.
 ES0876'
 ES0876'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ROCK RM 1 1981---SET
 ES0876'IN A DRILL HOLE IN ROCK.
 ES0876'
 ES0876'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ROCK RM 2 1981---SET
 ES0876'IN A DRILL HOLE IN ROCK.
 ES0876'
 ES0876'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTHEAST ON
 ES0876'STATE ROUTE 87 FOR 13.3 MILES TO FOREST TRAIL 300 ON THE RIGHT,
 ES0876'CONTINUE NORTHEAST ALONG THE HIGHWAY FOR 7.9 MILES TO FOREST TRAIL
 ES0876'211G ON LEFT.  TURN LEFT ON THE TRAIL CROSSING CATTLE GUARD AND TRAVEL
 ES0876'0.45 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT FOR ABOUT 500
 ES0876'FEET TO END OF TRUCK TRAVEL.  PACK SOUTHWEST UPHILL TO ROCK OUTCROP ON
 ES0876'NOSE OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1846 ***********************************************************************
 DU1846  DESIGNATION -  ROCK
 DU1846  PID         -  DU1846
 DU1846  STATE/COUNTY-  AZ/GILA
 DU1846  USGS QUAD   -  ROCKINSTRAW MTN (1986)
 DU1846
 DU1846                         *CURRENT SURVEY CONTROL
 DU1846  ___________________________________________________________________
 DU1846* NAD 83(1992)-  33 36 05.00272(N)    110 49 00.37153(W)     ADJUSTED  
 DU1846* NAVD 88     -      1641.6    (meters)    5386.     (feet)  VERTCON   
 DU1846  ___________________________________________________________________
 DU1846  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 DU1846  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DU1846  HORZ ORDER  -  THIRD
 DU1846
 DU1846.The horizontal coordinates were established by classical geodetic methods
 DU1846.and adjusted by the National Geodetic Survey in August 1993.
 DU1846
 DU1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1846
 DU1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1846
 DU1846.The geoid height was determined by GEOID03.
 DU1846
 DU1846;                    North         East     Units Scale Factor Converg.
 DU1846;SPC AZ E     -   288,634.320   153,026.804   MT  0.99994486   -0 21 35.2
 DU1846;SPC AZ E     -   946,962.99    502,056.44   iFT  0.99994486   -0 21 35.2
 DU1846;UTM  12      - 3,717,975.326   516,999.543   MT  0.99960356   +0 06 05.0
 DU1846
 DU1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1846!SPC AZ E     -   0.99974660  x   0.99994486  =   0.99969147
 DU1846!UTM  12      -   0.99974660  x   0.99960356  =   0.99935026
 DU1846
 DU1846|---------------------------------------------------------------------|
 DU1846| PID    Reference Object                     Distance      Geod. Az  |
 DU1846|                                                           dddmmss.s |
 DU1846| DU1876 ROCKINSTRAW                           1.158 METERS 11151     |
 DU1846| DU1875 ROCK RM 2                             7.715 METERS 18424     |
 DU1846| DU1834 BABICH                              APPROX.13.7 KM 2124456.3 |
 DU1846| DU1874 ROCK RM 1                            13.411 METERS 25811     |
 DU1846|---------------------------------------------------------------------|
 DU1846
 DU1846                          SUPERSEDED SURVEY CONTROL
 DU1846
 DU1846  NAD 83(1986)-  33 36 04.99823(N)    110 49 00.37347(W) AD(       ) 3
 DU1846  NGVD 29 (09/20/88) 1641.0    (m)         5384.     (f) VERT ANG    3  
 DU1846
 DU1846.Superseded values are not recommended for survey control.
 DU1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1846.See file dsdata.txt to determine how the superseded data were derived.
 DU1846
 DU1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1700017975(NAD 83)
 DU1846_MARKER: DS = TRIANGULATION STATION DISK
 DU1846_SETTING: 66 = SET IN ROCK OUTCROP
 DU1846_SP_SET: SET IN ROCK OUTCROP
 DU1846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1846+STABILITY: POSITION/ELEVATION WELL
 DU1846
 DU1846  HISTORY     - Date     Condition        Report By
 DU1846  HISTORY     - 1948     MONUMENTED       USGS
 DU1846
 DU1846                          STATION DESCRIPTION
 DU1846
 DU1846'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DU1846'LOCATED ABOUT 20.5 MI ESE. OF ROOSEVELT DAM, 14 MI NNW. OF GLOBE.
 DU1846'ON ROCK-RIMMED, DOME-SHAPED PEAK KNOWN LOCALLY AS ROCKINSTRAW
 DU1846'MTN.
 DU1846'
 DU1846'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.3 MI W. ON U.S. HWY. 60.
 DU1846'TURN RIGHT ON APACHE TRAIL RD. 7.8 MI TO T-RD. TO RIGHT.  TURN
 DU1846'RIGHT 0.2 MI TO INTERSECTION.  TURN LEFT 0.5 MI TO RD. FORKS.  TAKE
 DU1846'RIGHT FORK THROUGH GATE 1.9 MI TO RD. FORKS AND SIGN
 DU1846'RICHMOND BASIN.  TAKE LEFT FORK 1.2 MI TO RD. FORKS NEAR
 DU1846'WINDMILL AND CORRAL.  TAKE LEFT FORK 2.4 MI TO RD. FORKS.  TAKE
 DU1846'RIGHT FORK 100 YARDS.  TURN LEFT ON DIM TRACK RD. 1.3 MI TO END OF
 DU1846'TRUCK TRAVEL.  PACK ABOUT 1.5 MI W. CROSS-COUNTRY TO FENCE, PASS
 DU1846'THROUGH FENCE AND BEAR NE. TO TOP OF E.-W. DIVIDING RIDGE.  FOLLOW
 DU1846'RIDGE E. PASSING THROUGH BREAK IN RIM ROCK AND CLIMB TO TOP AND
 DU1846'STATION.  A 1-1/2 HOUR PACK.
 DU1846'
 DU1846'STATION MARK--STANDARD TABLET STAMPED---ROCK 1948---, CEMENTED IN
 DU1846'SOLID ROCK OUTCROP.
 DU1846'
 DU1846'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1846'
 DU1846'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 DU1846'
 DU1846'USFS MARK--USDA DISK STAMPED---ROCKINSTRAW 1935---, CEMENTED IN
 DU1846'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI3354 ***********************************************************************
 AI3354  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3354  DESIGNATION -  ROCK
 AI3354  PID         -  AI3354
 AI3354  STATE/COUNTY-  AZ/MARICOPA
 AI3354  USGS QUAD   -  ADAMS MESA (1964)
 AI3354
 AI3354                         *CURRENT SURVEY CONTROL
 AI3354  ___________________________________________________________________
 AI3354* NAD 83(2007)-  33 43 34.89459(N)    111 30 14.32519(W)     ADJUSTED  
 AI3354* NAVD 88     -       647.24   (meters)    2123.5    (feet)  GPS OBS   
 AI3354  ___________________________________________________________________
 AI3354  EPOCH DATE  -        2007.00
 AI3354  X           -  -1,946,715.907 (meters)                     COMP
 AI3354  Y           -  -4,941,019.889 (meters)                     COMP
 AI3354  Z           -   3,521,586.570 (meters)                     COMP
 AI3354  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 AI3354  ELLIP HEIGHT-         618.720 (meters)          (02/10/07) ADJUSTED
 AI3354  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AI3354
 AI3354  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI3354  Type    PID    Designation                      North   East  Ellip
 AI3354  -------------------------------------------------------------------
 AI3354  NETWORK AI3354 ROCK                              0.61   0.53   2.00
 AI3354  -------------------------------------------------------------------
 AI3354
 AI3354.The horizontal coordinates were established by GPS observations
 AI3354.and adjusted by the National Geodetic Survey in February 2007.
 AI3354
 AI3354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI3354.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI3354.The horizontal coordinates are valid at the epoch date displayed above.
 AI3354.The epoch date for horizontal control is a decimal equivalence
 AI3354.of Year/Month/Day.
 AI3354
 AI3354.The orthometric height was determined by GPS observations and a
 AI3354.high-resolution geoid model.
 AI3354.The orthometric height was determined by GPS observations and a
 AI3354.high-resolution geoid model using precise GPS observation and
 AI3354.processing techniques.
 AI3354
 AI3354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3354
 AI3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3354
 AI3354.The ellipsoidal height was determined by GPS observations
 AI3354.and is referenced to NAD 83.
 AI3354
 AI3354.The geoid height was determined by GEOID03.
 AI3354
 AI3354;                    North         East     Units Scale Factor Converg.
 AI3354;SPC AZ C     -   302,381.189   251,604.162   MT  0.99991803   +0 13 44.9
 AI3354;SPC AZ C     -   992,064.27    825,472.97   iFT  0.99991803   +0 13 44.9
 AI3354;UTM  12      - 3,731,929.964   453,309.674   MT  0.99962687   -0 16 47.4
 AI3354
 AI3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3354!SPC AZ C     -   0.99990288  x   0.99991803  =   0.99982092
 AI3354!UTM  12      -   0.99990288  x   0.99962687  =   0.99952978
 AI3354
 AI3354                          SUPERSEDED SURVEY CONTROL
 AI3354
 AI3354  NAD 83(1992)-  33 43 34.89389(N)    111 30 14.32409(W) AD(       ) A
 AI3354  ELLIP H (01/27/00)  618.740  (m)                       GP(       ) 1 1
 AI3354
 AI3354.Superseded values are not recommended for survey control.
 AI3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3354.See file dsdata.txt to determine how the superseded data were derived.
 AI3354
 AI3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5331031930(NAD 83)
 AI3354_MARKER: DD = SURVEY DISK
 AI3354_SETTING: 66 = SET IN ROCK OUTCROP
 AI3354_STAMPING: ROCK 1998
 AI3354_MARK LOGO: SRVWUA
 AI3354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3354+STABILITY: POSITION/ELEVATION WELL
 AI3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3354+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2007
 AI3354
 AI3354  HISTORY     - Date     Condition        Report By
 AI3354  HISTORY     - 1998     MONUMENTED       SRVWUA
 AI3354  HISTORY     - 19980101 GOOD             AZ-013
 AI3354  HISTORY     - 20071117 GOOD             GEOCAC
 AI3354
 AI3354                          STATION DESCRIPTION
 AI3354
 AI3354'DESCRIBED BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 AI3354'GENERAL STATION LOCATION- IN MARICOPA COUNTY, ARIZONA.  APPROXIMATELY
 AI3354'25 MI (40.2 KM) NORTHEAST OF MESA, ALONG US 87 AT MILE POST 207.
 AI3354'OWNERSHIP- UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 AI3354'202 FREEWAY AND US 87, GO 26.3 MILE (42.3 KM) NORTH NORTHEAST ALONG US
 AI3354'87 TO MILE POST 207, GO .85 MI (1.37 KM) PAST MILE POST 207 TO FOREST
 AI3354'ROAD 1845 ON RIGHT SIDE EAST, GO RIGHT OR EAST FOR 0.22 MI (0.35 KM)
 AI3354'TO A DIRT ROAD ON RIGHT/SOUTH SIDE OF ROAD, TAKE DIRT ROAD IN A
 AI3354'SOUTHERLY DIRECTION FOR 0.19 MI (0.31 KM) TO STATION.  STATION WILL BE
 AI3354'ON LEFT SIDE OF ROAD ON ROCK OUTCROPPING.  APPROXIMATELY 200 FT (61.0
 AI3354'M) NORTH OF MESQUITE WASH.  MONUMENT IS A SALT RIVER PROJECT SURVEY
 AI3354'DEPT ALUMINUM CAPSET ON A ROCK OUTCROPPING.  CAP IS STAMPED ROCK 1998.
 AI3354'DESCRIBED BY BRIAN DALAGER.
 AI3354
 AI3354                          STATION RECOVERY (2007)
 AI3354
 AI3354'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AI3354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0266 ***********************************************************************
 GQ0266  DESIGNATION -  ROCK CANYON
 GQ0266  PID         -  GQ0266
 GQ0266  STATE/COUNTY-  AZ/COCONINO
 GQ0266  USGS QUAD   -  CANE (1988)
 GQ0266
 GQ0266                         *CURRENT SURVEY CONTROL
 GQ0266  ___________________________________________________________________
 GQ0266* NAD 83(1992)-  36 35 23.68018(N)    112 01 54.37128(W)     ADJUSTED  
 GQ0266* NAVD 88     -      2122.1    (meters)    6962.     (feet)  VERTCON   
 GQ0266  ___________________________________________________________________
 GQ0266  LAPLACE CORR-         -12.02  (seconds)                    DEFLEC99
 GQ0266  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 GQ0266  HORZ ORDER  -  THIRD
 GQ0266
 GQ0266.The horizontal coordinates were established by classical geodetic methods
 GQ0266.and adjusted by the National Geodetic Survey in August 1993.
 GQ0266
 GQ0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0266
 GQ0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0266
 GQ0266.The geoid height was determined by GEOID03.
 GQ0266
 GQ0266;                    North         East     Units Scale Factor Converg.
 GQ0266;SPC AZ C     -   619,971.696   203,060.747   MT  0.99990131   -0 04 07.0
 GQ0266;SPC AZ C     - 2,034,027.87    666,209.80   iFT  0.99990131   -0 04 07.0
 GQ0266;UTM  12      - 4,049,876.840   407,705.068   MT  0.99970495   -0 36 54.2
 GQ0266
 GQ0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0266!SPC AZ C     -   0.99967053  x   0.99990131  =   0.99957188
 GQ0266!UTM  12      -   0.99967053  x   0.99970495  =   0.99937558
 GQ0266
 GQ0266:                Primary Azimuth Mark                     Grid Az
 GQ0266:SPC AZ C     -  NORTH CANYON                             184 34 39.3
 GQ0266:UTM  12      -  NORTH CANYON                             185 07 26.5
 GQ0266
 GQ0266|---------------------------------------------------------------------|
 GQ0266| PID    Reference Object                     Distance      Geod. Az  |
 GQ0266|                                                           dddmmss.s |
 GQ0266| GQ0260 NORTH CANYON                        APPROX.14.6 KM 1843032.3 |
 GQ0266|---------------------------------------------------------------------|
 GQ0266
 GQ0266                          SUPERSEDED SURVEY CONTROL
 GQ0266
 GQ0266  NAD 83(1986)-  36 35 23.67779(N)    112 01 54.36790(W) AD(       ) 3
 GQ0266  NGVD 29 (05/08/89) 2121.0    (m)         6959.     (f) VERT ANG    3  
 GQ0266
 GQ0266.Superseded values are not recommended for survey control.
 GQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0266.See file dsdata.txt to determine how the superseded data were derived.
 GQ0266
 GQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0770549877(NAD 83)
 GQ0266_MARKER: DS = TRIANGULATION STATION DISK
 GQ0266_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0266_SP_SET: SET IN ROCK OUTCROP
 GQ0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0266+STABILITY: POSITION/ELEVATION WELL
 GQ0266
 GQ0266  HISTORY     - Date     Condition        Report By
 GQ0266  HISTORY     - 1933     MONUMENTED       USGS
 GQ0266
 GQ0266                          STATION DESCRIPTION
 GQ0266
 GQ0266'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0266'LOCATED 4 MI NW. OF KANE RANCH AND U.S. FOREST SERVICE RANGER
 GQ0266'STATION, ABOUT 0.35 MI N. OF RIM OF KANE CANYON.  50 YARDS W. OF
 GQ0266'BREAK OF LOWER BENCH OF KAIBAB PLATEAU OVERLOOKING HOUSEROCK
 GQ0266'VALLEY, IN SCATTERING GROWTH OF PINON AND JUNIPER TIMBER.
 GQ0266'
 GQ0266'STATION MARK--STANDARD TABLET STAMPED---ROCK CANYON 1933---,
 GQ0266'CEMENTED IN ROCK OUTCROP PROJECTING 0.5 FT. ABOVE GROUND.
 GQ0266'
 GQ0266'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN LIMESTONE
 GQ0266'BOULDER.
 GQ0266'
 GQ0266'RM 2--COPPER NAIL AND WASHER IN BLAZE ON 6-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0173 ***********************************************************************
 ET0173  DESIGNATION -  ROCK RM 2
 ET0173  PID         -  ET0173
 ET0173  STATE/COUNTY-  AZ/MARICOPA
 ET0173  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0173
 ET0173                         *CURRENT SURVEY CONTROL
 ET0173  ___________________________________________________________________
 ET0173* NAD 83(1986)-  34 02 46.     (N)    112 08 50.     (W)     SCALED    
 ET0173* NAVD 88     -       664.82   (+/-2cm)    2181.2    (feet)  VERTCON   
 ET0173  ___________________________________________________________________
 ET0173  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 ET0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0173
 ET0173.The horizontal coordinates were scaled from a topographic map and have
 ET0173.an estimated accuracy of +/- 6 seconds.
 ET0173
 ET0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0173.The vertical order pertains to the NGVD 29 superseded value.
 ET0173
 ET0173.The geoid height was determined by GEOID03.
 ET0173
 ET0173;                    North         East    Units  Estimated Accuracy
 ET0173;SPC AZ C     -   337,790.      192,070.      MT  (+/- 180 meters Scaled)
 ET0173
 ET0173                          SUPERSEDED SURVEY CONTROL
 ET0173
 ET0173  NGVD 29 (??/??/92)  664.203  (m)         2179.14   (f) ADJ UNCH    2 0
 ET0173
 ET0173.Superseded values are not recommended for survey control.
 ET0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0173.See file dsdata.txt to determine how the superseded data were derived.
 ET0173
 ET0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC941678(NAD 83)
 ET0173_MARKER: DR = REFERENCE MARK DISK
 ET0173_SETTING: 66 = SET IN ROCK OUTCROP
 ET0173_SP_SET: BEDROCK
 ET0173_STAMPING: ROCK NO 2 1958
 ET0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0173+STABILITY: POSITION/ELEVATION WELL
 ET0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0173+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 ET0173
 ET0173  HISTORY     - Date     Condition        Report By
 ET0173  HISTORY     - 1958     MONUMENTED       CGS
 ET0173  HISTORY     - 1959     GOOD             NGS
 ET0173  HISTORY     - 20070629 GOOD             GEOCAC
 ET0173
 ET0173                          STATION DESCRIPTION
 ET0173
 ET0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0173'1.7 MI S FROM BLACK CANYON.
 ET0173'1.7 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0173'CANYON, 0.25 MILE SOUTH OF ROCK SPRINGS, THENCE GO EAST UNTIL REACHING
 ET0173'THE TOP OF THE HILL.  114 FEET SOUTHWEST OF THE COUNTY BOUNDARY
 ET0173'MONUMENT, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES
 ET0173'AND IS ON THE WEST EDGE OF THE RIMROCK.
 ET0173
 ET0173                          STATION RECOVERY (2007)
 ET0173
 ET0173'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0173'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 ET0173'COORDINATES
 ET0173'34 02 45.8 (N)   112 08 51.1 (W)  (NAD 83).
 ET0173' 
 ET0173'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE OVERPASS OF INTERSTATE 17
 ET0173'AND ROCK SPRINGS ROAD, TRAVEL WEST ON ROCK SPRINGS ROAD FOR 0.1 MILES
 ET0173'TO OLD BLACK CANYON HIGHWAY. TURN LEFT AND TRAVEL SOUTH ON OLD BLACK
 ET0173'CANYON HIGHWAY FOR 0.5 MILES TO AN UNIMPROVED PARKING AREA ON THE
 ET0173'RIGHT THAT IS OPPOSITE THE HILL ON THE LEFT. PARK AND PACK ACROSS
 ET0173'INTERSTATE 17 SOUTH AND UP THE HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1804 ***********************************************************************
 CZ1804  DESIGNATION -  ROCKS
 CZ1804  PID         -  CZ1804
 CZ1804  STATE/COUNTY-  AZ/GRAHAM
 CZ1804  USGS QUAD   -  REDINGTON (1981)
 CZ1804
 CZ1804                         *CURRENT SURVEY CONTROL
 CZ1804  ___________________________________________________________________
 CZ1804* NAD 83(1992)-  32 27 26.43245(N)    110 22 49.02588(W)     ADJUSTED  
 CZ1804* NAVD 88     -      1288.1    (meters)    4226.     (feet)  VERTCON   
 CZ1804  ___________________________________________________________________
 CZ1804  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 CZ1804  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CZ1804  HORZ ORDER  -  FIRST
 CZ1804
 CZ1804.The horizontal coordinates were established by classical geodetic methods
 CZ1804.and adjusted by the National Geodetic Survey in August 1993.
 CZ1804
 CZ1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1804
 CZ1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1804
 CZ1804.The geoid height was determined by GEOID03.
 CZ1804
 CZ1804;                    North         East     Units Scale Factor Converg.
 CZ1804;SPC AZ E     -   161,597.112   193,277.362   MT  0.99990497   -0 06 52.7
 CZ1804;SPC AZ E     -   530,174.25    634,112.08   iFT  0.99990497   -0 06 52.7
 CZ1804;SPC AZ C     -   162,616.514   357,805.242   MT  1.00015721   +0 49 28.8
 CZ1804;SPC AZ C     -   533,518.75  1,173,901.71   iFT  1.00015721   +0 49 28.8
 CZ1804;UTM  12      - 3,591,299.522   558,243.465   MT  0.99964183   +0 19 57.3
 CZ1804
 CZ1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1804!SPC AZ E     -   0.99980215  x   0.99990497  =   0.99970714
 CZ1804!SPC AZ C     -   0.99980215  x   1.00015721  =   0.99995933
 CZ1804!UTM  12      -   0.99980215  x   0.99964183  =   0.99944405
 CZ1804
 CZ1804|---------------------------------------------------------------------|
 CZ1804| PID    Reference Object                     Distance      Geod. Az  |
 CZ1804|                                                           dddmmss.s |
 CZ1804| CC8134 ROCKS RM 1                            5.771 METERS 06624     |
 CZ1804| CC6639 52 GWM                                             1835746.3 |
 CZ1804| CC8135 ROCKS RM 2                            4.505 METERS 30638     |
 CZ1804|---------------------------------------------------------------------|
 CZ1804
 CZ1804                          SUPERSEDED SURVEY CONTROL
 CZ1804
 CZ1804  NAD 83(1986)-  32 27 26.42945(N)    110 22 49.02171(W) AD(       ) 1
 CZ1804  NAD 27      -  32 27 26.16900(N)    110 22 46.72900(W) AD(       ) 1
 CZ1804  NGVD 29 (07/19/86) 1287.3    (m)         4223.     (f) VERT ANG    3  
 CZ1804
 CZ1804.Superseded values are not recommended for survey control.
 CZ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1804.See file dsdata.txt to determine how the superseded data were derived.
 CZ1804
 CZ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5824391300(NAD 83)
 CZ1804_MARKER: DS = TRIANGULATION STATION DISK
 CZ1804_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1804
 CZ1804  HISTORY     - Date     Condition        Report By
 CZ1804  HISTORY     - 1947     MONUMENTED       USGS
 CZ1804
 CZ1804                          STATION DESCRIPTION
 CZ1804
 CZ1804'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (DHK)
 CZ1804'STATION LOCATED ABOUT 6-3/4 MILES AIRLINE EAST NORTHEAST OF
 CZ1804'REDINGTON, ABOUT 2 MILES AIRLINE NORTH OF THE GRAHAM - COCHISE
 CZ1804'COUNTY LINE AND ABOUT 1-1/2 MILE AIRLINE NORTH OF REDFIELD CANYON,
 CZ1804'ON TOP OF THE MOST NORTHEASTERLY AND HIGHEST OF TWO PROMINENT
 CZ1804'ROCKS, A USGS TRIANGULATION DISK SET FLUSH IN BEDROCK, AND
 CZ1804'STAMPED--ROCKS 4222 FT. 1940.
 CZ1804'
 CZ1804'REFERENCE MARK NO. 1 IS A USGS DISK SET IN A DRILL HOLE IN
 CZ1804'BEDROCK, 4 FEET LOWER THAN STATION, PROJECTS 3 INCHES, AND
 CZ1804'STAMPED--NO 1 1940.
 CZ1804'
 CZ1804'REFERENCE MARK NO. 2 IS A USGS DISK SET IN A DRILL HOLE IN BEDROCK,
 CZ1804'FLUSH, 2 FEET HIGHER THAN STATION, AND STAMPED--NO 2 1940
 CZ1804'
 CZ1804'AZIMUTH MARK IS A USGS BENCH MARK SET IN A 10 INCH SQUARE
 CZ1804'CONCRETE POST PROJECTING 18 INCHES, 6 PACES SOUTH OF TRACK
 CZ1804'ROAD, AND STAMPED--GWM 52 4077 FT. 1942.
 CZ1804'
 CZ1804'TO REACH FROM STORE AND POST OFFICE IN REDINGTON, TAKE RIGHT
 CZ1804'FORK, JUST NORTH OF GAS PUMP, AND GO 0.4 MILE TO T INTERSECTION
 CZ1804'AND BLANK SIGN.  TURN RIGHT AND GO 2.2 MILES TO WIRE GATE.
 CZ1804'CONTINUE FOR 5.0 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED
 CZ1804'ABOVE.  CONTINUE FOR 0.5 MILE (OR 0.25 MILE AFTER PASSING DIRT
 CZ1804'RESERVOIR ON LEFT).  TURN LEFT AND GO ACROSS COUNTRY TOWARD
 CZ1804'TWO PROMINENT ROCKS FOR 0.8 MILE (KEEP JUST TO LEFT OF LOW
 CZ1804'HILL) TO BASE OF ROCKS AND END OF TRUCK TRAVEL.  PACK AROUND
 CZ1804'TO RIGHT SIDE OF MOST EASTERLY ROCK AND THEN BEAR LEFT TO
 CZ1804'TOP OF ROCK AND STATION AS DESCRIBED ABOVE.  A 5 MINUTE
 CZ1804'PACK.  NOTE--A VEHICLE WITH FOUR WHEEL DRIVE IS REQUIRED TO
 CZ1804'GET TO END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1035 ***********************************************************************
 FS1035  DESIGNATION -  ROCKY
 FS1035  PID         -  FS1035
 FS1035  STATE/COUNTY-  AZ/MOHAVE
 FS1035  USGS QUAD   -  ELEMENTS CANYON (1968)
 FS1035
 FS1035                         *CURRENT SURVEY CONTROL
 FS1035  ___________________________________________________________________
 FS1035* NAD 83(1992)-  35 28 13.39817(N)    114 00 32.12714(W)     ADJUSTED  
 FS1035* NAVD 88     -      1050.5    (meters)    3447.     (feet)  VERTCON   
 FS1035  ___________________________________________________________________
 FS1035  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FS1035  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FS1035  HORZ ORDER  -  SECOND
 FS1035
 FS1035.The horizontal coordinates were established by classical geodetic methods
 FS1035.and adjusted by the National Geodetic Survey in August 1993.
 FS1035
 FS1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1035
 FS1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1035
 FS1035.The geoid height was determined by GEOID03.
 FS1035
 FS1035;                    North         East     Units Scale Factor Converg.
 FS1035;SPC AZ W     -   495,803.523   189,860.886   MT  0.99994014   -0 09 00.9
 FS1035;SPC AZ W     - 1,626,651.98    622,903.17   iFT  0.99994014   -0 09 00.9
 FS1035;UTM  11      - 3,929,322.498   771,410.042   MT  1.00050788   +1 44 12.2
 FS1035;UTM  12      - 3,929,371.766   226,969.906   MT  1.00051875   -1 44 49.6
 FS1035
 FS1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1035!SPC AZ W     -   0.99983953  x   0.99994014  =   0.99977968
 FS1035!UTM  11      -   0.99983953  x   1.00050788  =   1.00034732
 FS1035!UTM  12      -   0.99983953  x   1.00051875  =   1.00035819
 FS1035
 FS1035|---------------------------------------------------------------------|
 FS1035| PID    Reference Object                     Distance      Geod. Az  |
 FS1035|                                                           dddmmss.s |
 FS1035| CC6378 ROCKY RM 2                            5.028 METERS 09128     |
 FS1035| CC6376 ROCKY AZ MK                                        1331542.8 |
 FS1035| FR0971 CRAGGY PEAK HUALPAI RANGE           APPROX.41.2 KM 1615047.3 |
 FS1035| FS1037 EAGLE CAIRN                         APPROX.12.4 KM 1780555.2 |
 FS1035| CC6377 ROCKY RM 1                            6.618 METERS 34406     |
 FS1035|---------------------------------------------------------------------|
 FS1035
 FS1035                          SUPERSEDED SURVEY CONTROL
 FS1035
 FS1035  NAD 83(1986)-  35 28 13.39270(N)    114 00 32.12522(W) AD(       ) 2
 FS1035  NAD 27      -  35 28 13.42300(N)    114 00 29.29000(W) AD(       ) 2
 FS1035  NGVD 29 (07/19/86) 1049.7    (m)         3444.     (f) VERT ANG    3  
 FS1035
 FS1035.Superseded values are not recommended for survey control.
 FS1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1035.See file dsdata.txt to determine how the superseded data were derived.
 FS1035
 FS1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7141029322(NAD 83)
 FS1035_MARKER: DD = SURVEY DISK
 FS1035_SETTING: 66 = SET IN ROCK OUTCROP
 FS1035
 FS1035  HISTORY     - Date     Condition        Report By
 FS1035  HISTORY     - 1948     MONUMENTED       CGS
 FS1035  HISTORY     - 1968     GOOD             AZHD
 FS1035
 FS1035                          STATION DESCRIPTION
 FS1035
 FS1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1035'THE STATION IS ON THE HIGHEST POINT OF A LOW ROCKY RIDGE WHICH
 FS1035'RISES OUT OF THE VALLEY FLOOR ON THE WEST SIDE OF HUALPAI VALLEY.
 FS1035'IT IS 19 MILES, AIRLINE, NORTH BY EAST OF KINGMAN, AND 11 MILES
 FS1035'NORTHWEST OF U.S. HIGHWAY NO. 66 WHICH RUNS PARALLEL TO THE
 FS1035'A.T. AND S.F. RAILROAD.
 FS1035'
 FS1035'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 FS1035'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN IRREGULAR MASS
 FS1035'OF OUTCROPPING BEDROCK, 24 INCHES LONG, 18 INCHES WIDE,
 FS1035'PROJECTING 12 INCHES ABOVE THE SURROUNDING SURFACE, IS STAMPED
 FS1035'ROCKY 1938 V.A. 3443.
 FS1035'
 FS1035'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL DISK CEMENTED
 FS1035'IN A DRILL HOLE IN AN IRREGULAR MASS OF OUTCROPPING BEDROCK, 14
 FS1035'INCHES LONG, 12 INCHES WIDE, PROJECTING 8 INCHES ABOVE THE
 FS1035'SURROUNDING SURFACE, IS STAMPED ROCKY 1938.  IT IS ABOUT 3
 FS1035'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FS1035'
 FS1035'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1035'CEMENTED IN A DRILL HOLE IN A MASS OF OUTCROPPING BEDROCK, 6
 FS1035'FEET LONG, 2 FEET WIDE, PROJECTING 1 FOOT ON THE NORTH AND
 FS1035'SOUTH SIDES, FLUSH ON THE WEST SIDE, DROPPING OFF TO A 5 FOOT
 FS1035'BLUFF TO THE EAST, IS STAMPED ROCKY 1938.
 FS1035'
 FS1035'THE AZIMUTH MARK, A STANDARD USC AND GS DISK SET IN THE TOP OF
 FS1035'A CONCRETE POST, 12 INCHES BY 8 INCHES, PROJECTING 6 INCHES
 FS1035'ABOVE THE SURFACE OF THE GROUND, IS STAMPED ROCKY USGS 1947.
 FS1035'IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 10 FEET WEST
 FS1035'OF THE WEST END OF A WIRE GATE.
 FS1035'
 FS1035'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FS1035'RAILROAD DEPOT IN KINGMAN GO NORTHEAST ON U.S. HIGHWAY NO. 66
 FS1035'FOR 12.2 MILES TO A TRACK ROAD LEFT JUST SOUTHWEST OF A CONCRETE
 FS1035'BRIDGE.  TURN LEFT THROUGH A WIRE GATE AND TAKE THE LEFT HAND
 FS1035'ROAD OF A FORK NORTHWESTERLY FOR 1.6 MILES TO A DIRT TANK.  PASS
 FS1035'AROUND THE RIGHT SIDE OF THE TANK THENCE GO WESTERLY ALONG A
 FS1035'FENCE LINE ON A TRACK ROAD 1.1 MILES TO THE JUNCTION WITH A
 FS1035'NORTH-SOUTH ROAD.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD
 FS1035'FOR 5.3 MILES TO ANOTHER DIRT TANK ON THE LEFT.  CONTINUE
 FS1035'NORTHERLY 1.5 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD ON
 FS1035'THE LEFT HAND ROAD FOR 1.7 MILES TO CROSSROADS.  TURN LEFT,
 FS1035'WEST AND GO 1.0 MILE TO A GATE.  PASS THROUGH THE GATE AND
 FS1035'CONTINUE 1.6 MILES TO ANOTHER WIRE GATE.  THE AZIMUTH MARK IS
 FS1035'ON THE LEFT SIDE OF THE ROAD AT LAST GATE.  CONTINUE 0.3
 FS1035'MILE WEST, THENCE TURN RIGHT ACROSS COUNTRY 0.2 MILE TO THE
 FS1035'BASE OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.  FROM
 FS1035'HERE PACK UP THE STEEP SLOPE TO THE HIGHEST POINT AND
 FS1035'STATION.  A 15 MINUTE PACK.
 FS1035
 FS1035                          STATION RECOVERY (1968)
 FS1035
 FS1035'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1035'GENERAL LOCATION THE STATION AND REFERENCE MARKS WERE
 FS1035'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE AND
 FS1035'CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1066 ***********************************************************************
 ET1066  DESIGNATION -  ROCKY
 ET1066  PID         -  ET1066
 ET1066  STATE/COUNTY-  AZ/MOHAVE
 ET1066  USGS QUAD   -  ARRASTRA MTN (1967)
 ET1066
 ET1066                         *CURRENT SURVEY CONTROL
 ET1066  ___________________________________________________________________
 ET1066* NAD 83(1992)-  34 29 41.30939(N)    113 23 27.27758(W)     ADJUSTED  
 ET1066* NAVD 88     -       852.8    (meters)    2798.     (feet)  VERTCON   
 ET1066  ___________________________________________________________________
 ET1066  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 ET1066  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 ET1066  HORZ ORDER  -  SECOND
 ET1066
 ET1066.The horizontal coordinates were established by classical geodetic methods
 ET1066.and adjusted by the National Geodetic Survey in August 1993.
 ET1066
 ET1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1066
 ET1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1066
 ET1066.The geoid height was determined by GEOID03.
 ET1066
 ET1066;                    North         East     Units Scale Factor Converg.
 ET1066;SPC AZ W     -   387,607.326   246,338.702   MT  0.99994673   +0 12 12.1
 ET1066;SPC AZ W     - 1,271,677.58    808,197.84   iFT  0.99994673   +0 12 12.1
 ET1066;SPC AZ C     -   388,522.492    77,965.225   MT  1.00012589   -0 50 06.1
 ET1066;SPC AZ C     - 1,274,680.09    255,791.42   iFT  1.00012589   -0 50 06.1
 ET1066;UTM  12      - 3,819,616.469   280,470.025   MT  1.00019407   -1 21 16.5
 ET1066
 ET1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1066!SPC AZ W     -   0.99987072  x   0.99994673  =   0.99981746
 ET1066!SPC AZ C     -   0.99987072  x   1.00012589  =   0.99999659
 ET1066!UTM  12      -   0.99987072  x   1.00019407  =   1.00006476
 ET1066
 ET1066|---------------------------------------------------------------------|
 ET1066| PID    Reference Object                     Distance      Geod. Az  |
 ET1066|                                                           dddmmss.s |
 ET1066| CH3221 ROCKY RM 1                            9.329 METERS 15656     |
 ET1066| ET1020 KAISER                              APPROX. 9.8 KM 3182533.9 |
 ET1066| CH3222 ROCKY RM 2                            8.699 METERS 33528     |
 ET1066|---------------------------------------------------------------------|
 ET1066
 ET1066                          SUPERSEDED SURVEY CONTROL
 ET1066
 ET1066  NAD 83(1986)-  34 29 41.30867(N)    113 23 27.28451(W) AD(       ) 2
 ET1066  NAD 27      -  34 29 41.24346(N)    113 23 24.55113(W) AD(       ) 2
 ET1066  NGVD 29 (07/19/86)  852.1    (m)         2796.     (f) VERT ANG    3  
 ET1066
 ET1066.Superseded values are not recommended for survey control.
 ET1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1066.See file dsdata.txt to determine how the superseded data were derived.
 ET1066
 ET1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8047019616(NAD 83)
 ET1066_MARKER: DD = SURVEY DISK
 ET1066_SETTING: 80 = SET IN A BOULDER
 ET1066_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1066+STABILITY: SURFACE MOTION
 ET1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1066+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 ET1066
 ET1066  HISTORY     - Date     Condition        Report By
 ET1066  HISTORY     - 1980     MONUMENTED       AZDT
 ET1066  HISTORY     - 20061006 GOOD             GEOCAC
 ET1066
 ET1066                          STATION DESCRIPTION
 ET1066
 ET1066'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1066'THE STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF WIKIEUP, 14.5 MILES
 ET1066'NORTHWEST OF THE SANTA MARIE RIVER ALONG US HIGHWAY 93.
 ET1066'
 ET1066'THE STATION MARK IS AN ADOT DISK STAMPED, ROCKY 1980.  IT IS SET IN A
 ET1066'DRILL HOLE IN A BOULDER.
 ET1066'
 ET1066'REFERENCE MARK 1 IS AN ADOT DISK STA MPED ROCKY RM 1 1980.  IT IS SET
 ET1066'IN A DRILL HOLE IN A BOULDER.
 ET1066'
 ET1066'REFERENCE MARK 2 IS AN ADOT DISK STAMPED ROCKY RM 2 1980.  IT IS SET
 ET1066'IN A DRILL HOLE IN A BOULDER.
 ET1066'
 ET1066'TO REACH THE STATION FROM POST OFFICE IN WIKIEUP TRAVEL SOUTHEAST ON
 ET1066'US HIGHWAY 93 FOR 21.15 MILES TO THE STATION ABOUT 300 FEET ON THE
 ET1066'LEFT.  IT IS ON THE EAST END OF A SMALL ROCKY RIDGE THAT HAS A
 ET1066'PROMINENT BOULDER ON THE WEST END OF THE RIDGE.
 ET1066
 ET1066                          STATION RECOVERY (2006)
 ET1066
 ET1066'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET1066'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET1066'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2201 ***********************************************************************
 DV2201  DESIGNATION -  ROCKY
 DV2201  PID         -  DV2201
 DV2201  STATE/COUNTY-  AZ/MARICOPA
 DV2201  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 DV2201
 DV2201                         *CURRENT SURVEY CONTROL
 DV2201  ___________________________________________________________________
 DV2201* NAD 83(1992)-  33 30 55.40754(N)    112 45 51.66152(W)     ADJUSTED  
 DV2201* NAVD 88     -       406.5    (meters)    1334.     (feet)  VERTCON   
 DV2201  ___________________________________________________________________
 DV2201  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DV2201  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DV2201  HORZ ORDER  -  SECOND
 DV2201
 DV2201.The horizontal coordinates were established by classical geodetic methods
 DV2201.and adjusted by the National Geodetic Survey in August 1993.
 DV2201
 DV2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2201
 DV2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2201
 DV2201.The geoid height was determined by GEOID03.
 DV2201
 DV2201;                    North         East     Units Scale Factor Converg.
 DV2201;SPC AZ C     -   279,229.020   134,611.757   MT  0.99997643   -0 28 05.1
 DV2201;SPC AZ C     -   916,105.71    441,639.62   iFT  0.99997643   -0 28 05.1
 DV2201;UTM  12      - 3,709,818.965   336,136.470   MT  0.99993104   -0 58 27.9
 DV2201
 DV2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2201!SPC AZ C     -   0.99994099  x   0.99997643  =   0.99991742
 DV2201!UTM  12      -   0.99994099  x   0.99993104  =   0.99987203
 DV2201
 DV2201|---------------------------------------------------------------------|
 DV2201| PID    Reference Object                     Distance      Geod. Az  |
 DV2201|                                                           dddmmss.s |
 DV2201| CH5333 ROCKY RM 1                           10.184 METERS 11521     |
 DV2201| CH5332 ROCKY AZ MK                                        1701051.2 |
 DV2201| CH5334 ROCKY RM 2                            6.920 METERS 17414     |
 DV2201|---------------------------------------------------------------------|
 DV2201
 DV2201                          SUPERSEDED SURVEY CONTROL
 DV2201
 DV2201  NAD 83(1986)-  33 30 55.40162(N)    112 45 51.66733(W) AD(       ) 2
 DV2201  NAD 27      -  33 30 55.26400(N)    112 45 49.04400(W) AD(       ) 2
 DV2201  NGVD 29 (07/19/86)  405.9    (m)         1332.     (f) VERT ANG    3  
 DV2201
 DV2201.Superseded values are not recommended for survey control.
 DV2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2201.See file dsdata.txt to determine how the superseded data were derived.
 DV2201
 DV2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3613609819(NAD 83)
 DV2201_MARKER: DS = TRIANGULATION STATION DISK
 DV2201_SETTING: 66 = SET IN ROCK OUTCROP
 DV2201
 DV2201  HISTORY     - Date     Condition        Report By
 DV2201  HISTORY     - 1947     MONUMENTED       CGS
 DV2201  HISTORY     - 1955     GOOD             CGS
 DV2201  HISTORY     - 1968     GOOD             AMS
 DV2201  HISTORY     - 1972     GOOD             AZHD
 DV2201
 DV2201                          STATION DESCRIPTION
 DV2201
 DV2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2201'THE STATION IS LOCATED ON A SMALL PROMINENT ROCKY-TOPPED KNOLL
 DV2201'ABOUT 19 MILES NORTHWEST OF PERRYVILLE, ABOUT 10.5 MILES AIRLINE
 DV2201'EAST OF TONOPAH AND ABOUT 1.5 MILE NORTH OF THE ROAD FROM TONOPAH
 DV2201'TOWARD PHOENIX.  TO THE NORTHWARD OF THE STATION KNOLL IS A RIDGE
 DV2201'LIKE KNOLL OF EQUAL ELEVATION, AND SOUTHWARD FROM IT SEVERAL
 DV2201'LOWER KNOLLS, THE STATION KNOLL IS THE MOST PROMINENT OF THE
 DV2201'GROUP, IT IS IN THE CENTER OF TOP, 6 FEET NORTHEAST OF A ROCK
 DV2201'CAIRN PROJECTS 6 INCHES AND IS STAMPED ROCKY 1947.
 DV2201'
 DV2201'REFERENCE MARK NO. 1 IS APPROXIMATELY 8 FEET LOWER THAN THE
 DV2201'STATION SET FLUSH AND IS STAMPED ROCKY NO 1 1947.
 DV2201'
 DV2201'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 DV2201'STATION SET FLUSH AND IS STAMPED ROCKY NO 2 1947.
 DV2201'
 DV2201'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST END OF THE FIRST
 DV2201'KNOLL SOUTH OF STATION SITE, PROJECTS ABOUT 2 INCHES AND IS
 DV2201'STAMPED ROCKY 1947.
 DV2201'
 DV2201'TO REACH FROM PERRYVILLE, GO WEST AND CONTINUE DUE WEST FOR
 DV2201'18.8 MILES TO A ROAD RIGHT (THIS IS 1.1 MILE EAST OF THE
 DV2201'INTERSECTION OF THE HASSAYAMPA ROAD), TURN RIGHT NORTH ON TRACK
 DV2201'ROAD AND GO 2.1 MILES ALONG THE CREST OF THE VERY LOW RIDGES
 DV2201'BETWEEN THE WASHES.  IN THIS TRAVEL AN OLD BLADED ROAD IS
 DV2201'CROSSES, WHEN THIS MILEAGE IS REACHED TURN LEFT OFF TRACK ROAD
 DV2201'AND GO TOWARD STATION KNOLL AND THE END OF TRUCK TRAVEL.  ABOUT
 DV2201'150 YARDS PACK TO TOP.
 DV2201
 DV2201                          STATION RECOVERY (1955)
 DV2201
 DV2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DV2201'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DV2201
 DV2201                          STATION RECOVERY (1968)
 DV2201
 DV2201'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JDM)
 DV2201'STA. RECOVERED IN GOOD CONDITION.  R.M.S AND AZ MK. ALSO FOUND
 DV2201'IN GOOD CONDITION.
 DV2201
 DV2201                          STATION RECOVERY (1972)
 DV2201
 DV2201'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2201'GENERAL LOCATION PHOENIX TO PARKER
 DV2201'
 DV2201'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV2201'
 DV2201'STATION MARK STD USC AND GS B.C.
 DV2201'
 DV2201'REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1796 ***********************************************************************
 DU1796  DESIGNATION -  ROCKY
 DU1796  PID         -  DU1796
 DU1796  STATE/COUNTY-  AZ/MARICOPA
 DU1796  USGS QUAD   -  MAVERICK MOUNTAIN (1978)
 DU1796
 DU1796                         *CURRENT SURVEY CONTROL
 DU1796  ___________________________________________________________________
 DU1796* NAD 83(1992)-  33 45 08.50310(N)    111 30 05.64209(W)     ADJUSTED  
 DU1796* NAVD 88     -       740.5    (meters)    2429.     (feet)  VERTCON   
 DU1796  ___________________________________________________________________
 DU1796  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 DU1796  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DU1796  HORZ ORDER  -  SECOND
 DU1796
 DU1796.The horizontal coordinates were established by classical geodetic methods
 DU1796.and adjusted by the National Geodetic Survey in August 1993.
 DU1796
 DU1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1796
 DU1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1796
 DU1796.The geoid height was determined by GEOID03.
 DU1796
 DU1796;                    North         East     Units Scale Factor Converg.
 DU1796;SPC AZ C     -   305,265.948   251,816.078   MT  0.99991823   +0 13 50.3
 DU1796;SPC AZ C     - 1,001,528.70    826,168.23   iFT  0.99991823   +0 13 50.3
 DU1796;UTM  12      - 3,734,811.887   453,547.147   MT  0.99962660   -0 16 43.2
 DU1796
 DU1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1796!SPC AZ C     -   0.99988821  x   0.99991823  =   0.99980645
 DU1796!UTM  12      -   0.99988821  x   0.99962660  =   0.99951485
 DU1796
 DU1796:                Primary Azimuth Mark                     Grid Az
 DU1796:SPC AZ C     -  DOS                                      010 12 22.0
 DU1796:UTM  12      -  DOS                                      010 42 55.5
 DU1796
 DU1796|---------------------------------------------------------------------|
 DU1796| PID    Reference Object                     Distance      Geod. Az  |
 DU1796|                                                           dddmmss.s |
 DU1796| DU2038 DOS                                 APPROX. 4.4 KM 0102612.3 |
 DU1796| DU1818 ROCKY RM 1                            6.190 METERS 22339     |
 DU1796| DU1819 ROCKY RM 2                            8.507 METERS 34959     |
 DU1796|---------------------------------------------------------------------|
 DU1796
 DU1796                          SUPERSEDED SURVEY CONTROL
 DU1796
 DU1796  NAD 83(1986)-  33 45 08.49695(N)    111 30 05.64226(W) AD(       ) 2
 DU1796  NGVD 29 (07/10/87)  739.9    (m)         2427.     (f) VERT ANG    3  
 DU1796
 DU1796.Superseded values are not recommended for survey control.
 DU1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1796.See file dsdata.txt to determine how the superseded data were derived.
 DU1796
 DU1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5354734812(NAD 83)
 DU1796_MARKER: DS = TRIANGULATION STATION DISK
 DU1796_SETTING: 80 = SET IN A BOULDER
 DU1796_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1796+STABILITY: SURFACE MOTION
 DU1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1796+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2007
 DU1796
 DU1796  HISTORY     - Date     Condition        Report By
 DU1796  HISTORY     - 1981     MONUMENTED       AZDT
 DU1796  HISTORY     - 20071125 GOOD             GEOCAC
 DU1796
 DU1796                          STATION DESCRIPTION
 DU1796
 DU1796'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1796'THE STATION IS LOCATED 13 MILES NORTHEAST OF FORT MCDOWELL, 8 MILES
 DU1796'SOUTHWEST OF SUNFLOWER ON TOP OF A ROCK BUTTE JUST WEST OF STATE ROUTE
 DU1796'87.
 DU1796'
 DU1796'THE STATION MARK IS AN AZDT DISK STAMPED---ROCKY 1981---SET IN A
 DU1796'DRILL HOLE IN A BOULDER.
 DU1796'
 DU1796'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ROCKY RM 1 1981---SET
 DU1796'IN A DRILL HOLE IN A BOULDER.
 DU1796'
 DU1796'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ROCKY RM 2 1981---SET
 DU1796'IN A DRILL HOLE IN A BOULDER.
 DU1796'
 DU1796'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1796'FEET TO SOUTH MCLANE ROAD, TURN LEFT AND TRAVEL SOUTH 0.6 MILE TO
 DU1796'ARIZONA HIGHWAY 87.  TURN RIGHT ALONG SR 87 AND TRAVEL SOUTH FOR 38.0
 DU1796'MILES TO THE BRIDGE OVER SYCAMORE CREEK, CONTINUE SOUTH 3.2 MILES TO A
 DU1796'PROMINENT ROCK BUTTE ON THE RIGHT AND A SMALL TRAFFIC PULLOUT AREA ON
 DU1796'THE LEFT AT END OF TRUCK TRAVEL.  PACK NORTHWEST UP THE SLOPE TO THE
 DU1796'TOP OF THE BUTTE AND STATION.
 DU1796
 DU1796                          STATION RECOVERY (2007)
 DU1796
 DU1796'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1796'REFERENCE MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1126 ***********************************************************************
 ET1126  DESIGNATION -  ROCKY
 ET1126  PID         -  ET1126
 ET1126  STATE/COUNTY-  AZ/YAVAPAI
 ET1126  USGS QUAD   -  PAULDEN (1979)
 ET1126
 ET1126                         *CURRENT SURVEY CONTROL
 ET1126  ___________________________________________________________________
 ET1126* NAD 83(1992)-  34 59 36.42529(N)    112 26 40.43868(W)     ADJUSTED  
 ET1126* NAVD 88     -      1658.6    (meters)    5442.     (feet)  VERTCON   
 ET1126  ___________________________________________________________________
 ET1126  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 ET1126  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 ET1126  HORZ ORDER  -  THIRD
 ET1126
 ET1126.The horizontal coordinates were established by classical geodetic methods
 ET1126.and adjusted by the National Geodetic Survey in August 1993.
 ET1126
 ET1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1126
 ET1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1126
 ET1126.The geoid height was determined by GEOID03.
 ET1126
 ET1126;                    North         East     Units Scale Factor Converg.
 ET1126;SPC AZ C     -   442,975.108   165,169.754   MT  0.99992861   -0 18 09.9
 ET1126;SPC AZ C     - 1,453,330.41    541,895.52   iFT  0.99992861   -0 18 09.9
 ET1126;UTM  12      - 3,873,270.067   368,165.613   MT  0.99981421   -0 49 42.8
 ET1126
 ET1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1126!SPC AZ C     -   0.99974374  x   0.99992861  =   0.99967236
 ET1126!UTM  12      -   0.99974374  x   0.99981421  =   0.99955799
 ET1126
 ET1126|---------------------------------------------------------------------|
 ET1126| PID    Reference Object                     Distance      Geod. Az  |
 ET1126|                                                           dddmmss.s |
 ET1126| CS3995 ROCKY RM 1                            4.926 METERS 01239     |
 ET1126| CS3996 ROCKY RM 2                            6.733 METERS 12018     |
 ET1126| ET0892 PRESCOTT NORTH BASE RESET           APPROX.17.3 KM 1864657.1 |
 ET1126|---------------------------------------------------------------------|
 ET1126
 ET1126                          SUPERSEDED SURVEY CONTROL
 ET1126
 ET1126  NAD 83(1986)-  34 59 36.42154(N)    112 26 40.43522(W) AD(       ) 3
 ET1126  NGVD 29 (04/23/90) 1657.7    (m)         5439.     (f) VERT ANG    3  
 ET1126
 ET1126.Superseded values are not recommended for survey control.
 ET1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1126.See file dsdata.txt to determine how the superseded data were derived.
 ET1126
 ET1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6816673270(NAD 83)
 ET1126_MARKER: DS = TRIANGULATION STATION DISK
 ET1126_SETTING: 66 = SET IN ROCK OUTCROP
 ET1126_SP_SET: SET IN BEDROCK
 ET1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1126+STABILITY: POSITION/ELEVATION WELL
 ET1126
 ET1126  HISTORY     - Date     Condition        Report By
 ET1126  HISTORY     - 1943     MONUMENTED       USGS
 ET1126
 ET1126                          STATION DESCRIPTION
 ET1126
 ET1126'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1126'LOCATED 1 MI N. AND 3.5 MI W. OF DRAKE, 1 MI N. OF LIMESTONE
 ET1126'CANYON.  ON TOP OF ROCK-CROWNED BUTTE NAMED ROCK BUTTE.  IT IS
 ET1126'QUITE PROMINENT BUT LOWER THAN TABLELAND N. AND W.  IT HAS AN
 ET1126'ANCIENT FORTIFICATION RUIN NEAR ITS SUMMIT AND WALLS IN THREE
 ET1126'TIERS AND INNER WALL BUILT LARGELY OF RED FLAGSTONES EXTENDING
 ET1126'ALONG NORTH AND EAST SIDES, ALSO A SHORT DISTANCE ON SOUTHEAST
 ET1126'SIDE.  IT SHOULD SHOW QUITE A CONTRAST WITH DARK LAVA CAP.
 ET1126'
 ET1126'NO TO REACH GIVEN.
 ET1126'
 ET1126'STATION MARK--STANDARD TABLET STAMPED---ROCKY 1943---, CEMENTED IN
 ET1126'SOLID ROCK, 5 FT S. AND 4 FT LOWER THAN HIGHEST POINT.
 ET1126'
 ET1126'RM 1--STANDARD RM TABLET STAMPED---ROCKY NO 1 1943---, CEMENTED IN
 ET1126'SOLID ROCK.
 ET1126'
 ET1126'RM 2--STANDARD RM TABLET STAMPED---ROCKY NO 2 1943---, CEMENTED IN
 ET1126'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2407 ***********************************************************************
 CZ2407  DESIGNATION -  ROCKY
 CZ2407  PID         -  CZ2407
 CZ2407  STATE/COUNTY-  AZ/PINAL
 CZ2407  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2407
 CZ2407                         *CURRENT SURVEY CONTROL
 CZ2407  ___________________________________________________________________
 CZ2407* NAD 83(1992)-  32 56 46.17944(N)    111 39 31.54292(W)     ADJUSTED  
 CZ2407* NAVD 88     -       543.5    (meters)    1783.     (feet)  VERTCON   
 CZ2407  ___________________________________________________________________
 CZ2407  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CZ2407  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ2407  HORZ ORDER  -  THIRD
 CZ2407
 CZ2407.The horizontal coordinates were established by classical geodetic methods
 CZ2407.and adjusted by the National Geodetic Survey in August 1993.
 CZ2407
 CZ2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2407
 CZ2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2407
 CZ2407.The geoid height was determined by GEOID03.
 CZ2407
 CZ2407;                    North         East     Units Scale Factor Converg.
 CZ2407;SPC AZ C     -   215,810.692   237,474.277   MT  0.99990717   +0 08 24.9
 CZ2407;SPC AZ C     -   708,040.33    779,115.08   iFT  0.99990717   +0 08 24.9
 CZ2407;UTM  12      - 3,645,510.892   438,423.299   MT  0.99964675   -0 21 29.8
 CZ2407
 CZ2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2407!SPC AZ C     -   0.99991938  x   0.99990717  =   0.99982656
 CZ2407!UTM  12      -   0.99991938  x   0.99964675  =   0.99956616
 CZ2407
 CZ2407                          SUPERSEDED SURVEY CONTROL
 CZ2407
 CZ2407  NAD 83(1986)-  32 56 46.17461(N)    111 39 31.53685(W) AD(       ) 3
 CZ2407  NGVD 29 (04/26/91)  543.0    (m)         1781.     (f) VERT ANG    3  
 CZ2407
 CZ2407.Superseded values are not recommended for survey control.
 CZ2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2407.See file dsdata.txt to determine how the superseded data were derived.
 CZ2407
 CZ2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3842345511(NAD 83)
 CZ2407_MARKER: DD = SURVEY DISK
 CZ2407_SETTING: 80 = SET IN A BOULDER
 CZ2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2407+STABILITY: SURFACE MOTION
 CZ2407
 CZ2407  HISTORY     - Date     Condition        Report By
 CZ2407  HISTORY     - 1921     MONUMENTED       USGS
 CZ2407  HISTORY     - 20071224 POOR             GEOCAC
 CZ2407
 CZ2407                          STATION DESCRIPTION
 CZ2407
 CZ2407'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2407'LOCATED ABOUT 7 MI NE. OF CASA GRANDE.  BETWEEN CASA GRANDE AND
 CZ2407'FLORENCE AND CASA GRANDE AND BLACKWATER RDS., AT EAST END OF
 CZ2407'SACATON RANGE OF HILLS, ON COMPARATIVELY LOW PEAK.
 CZ2407'
 CZ2407'TO REACH NOT GIVEN.
 CZ2407'
 CZ2407'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 CZ2407'UNDER CENTER OF 8-FT HIGH CAIRN.
 CZ2407'
 CZ2407'RMS--NONE SET.
 CZ2407
 CZ2407                          STATION RECOVERY (2007)
 CZ2407
 CZ2407'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2407'RECOVERED AS DESCRIBED, IN POOR CONDITION, BASED ON CURRENT NGS
 CZ2407'STANDARDS. THE CAIRN HAS BEEN PUSHED OVER OR TAKEN DOWN, BUT A 1 INCH
 CZ2407'DIAMETER BY 3 INCH DEEP DRILL HOLE WAS FOUND IN A BOULDER AT THE
 CZ2407'HIGHEST POINT OF THE PEAK. THERE WAS NO REMNANT OF CEMENT OR ANY OTHER
 CZ2407'INDICATION THAT AN ACTUAL MARKER HAD EVER BEEN PLACED IN THE DRILL
 CZ2407'HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1915 ***********************************************************************
 CZ1915  DESIGNATION -  ROCKY BUTTE
 CZ1915  PID         -  CZ1915
 CZ1915  STATE/COUNTY-  AZ/PINAL
 CZ1915  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1915
 CZ1915                         *CURRENT SURVEY CONTROL
 CZ1915  ___________________________________________________________________
 CZ1915* NAD 83(1992)-  32 37 56.48091(N)    111 03 46.23332(W)     ADJUSTED  
 CZ1915* NAVD 88     -       987.6    (meters)    3240.     (feet)  VERTCON   
 CZ1915  ___________________________________________________________________
 CZ1915  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 CZ1915  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CZ1915  HORZ ORDER  -  FIRST
 CZ1915
 CZ1915.The horizontal coordinates were established by classical geodetic methods
 CZ1915.and adjusted by the National Geodetic Survey in August 1993.
 CZ1915
 CZ1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1915
 CZ1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1915
 CZ1915.The geoid height was determined by GEOID03.
 CZ1915
 CZ1915;                    North         East     Units Scale Factor Converg.
 CZ1915;SPC AZ C     -   181,305.352   293,475.123   MT  0.99997912   +0 27 37.6
 CZ1915;SPC AZ C     -   594,833.83    962,844.89   iFT  0.99997912   +0 27 37.6
 CZ1915;UTM  12      - 3,610,532.817   494,105.281   MT  0.99960043   -0 02 02.0
 CZ1915
 CZ1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1915!SPC AZ C     -   0.99984948  x   0.99997912  =   0.99982860
 CZ1915!UTM  12      -   0.99984948  x   0.99960043  =   0.99944997
 CZ1915
 CZ1915|---------------------------------------------------------------------|
 CZ1915| PID    Reference Object                     Distance      Geod. Az  |
 CZ1915|                                                           dddmmss.s |
 CZ1915| CH5336 ROCKY BUTTE RM 1                      6.520 METERS 02150     |
 CZ1915| CZ0448 PANTHER                             APPROX. 3.9 KM 0480846.2 |
 CZ1915| CH5335 ROCKY BUTTE AZ MK                                  2001309.9 |
 CZ1915| CH5337 ROCKY BUTTE RM 2                      3.065 METERS 30543     |
 CZ1915|---------------------------------------------------------------------|
 CZ1915
 CZ1915                          SUPERSEDED SURVEY CONTROL
 CZ1915
 CZ1915  NAD 83(1986)-  32 37 56.47503(N)    111 03 46.22964(W) AD(       ) 1
 CZ1915  NAD 27      -  32 37 56.21500(N)    111 03 43.83280(W) AD(       ) 1
 CZ1915  NGVD 29 (07/19/86)  986.9    (m)         3238.     (f) VERT ANG    3  
 CZ1915
 CZ1915.Superseded values are not recommended for survey control.
 CZ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1915.See file dsdata.txt to determine how the superseded data were derived.
 CZ1915
 CZ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9410510533(NAD 83)
 CZ1915_MARKER: DS = TRIANGULATION STATION DISK
 CZ1915_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1915
 CZ1915  HISTORY     - Date     Condition        Report By
 CZ1915  HISTORY     - 1936     MONUMENTED       CGS
 CZ1915  HISTORY     - 1948     GOOD             CGS
 CZ1915  HISTORY     - 1962     GOOD             CGS
 CZ1915  HISTORY     - 1972     GOOD             AZHD
 CZ1915  HISTORY     - 1977     GOOD             NGS
 CZ1915
 CZ1915                          STATION DESCRIPTION
 CZ1915
 CZ1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1915'ON THE SUMMIT OF A SMALL, ROCKY KNOB RISING FROM THE BRUSHY
 CZ1915'FLAT S OF THE FOOTHILLS OF THE TORTOLLITA MTNS, ABOUT 2 MILES
 CZ1915'SW OF U.S. RT 80, ABOUT 1/4 MILE N OF THE TRACK ROAD LEADING
 CZ1915'ACROSS THE FLAT TO RED ROCK, AT THE E EDGE OF A BROAD, DRY
 CZ1915'WASH, ON THE HIGHEST POINT OF THE ROCKY, SEMI-DETACHED FRAGMENT
 CZ1915'AT THE W EDGE OF THE SUMMIT, SET IN TOP OF A CRUMBLING ROCK
 CZ1915'OUTCROP.
 CZ1915'
 CZ1915'R.M. NO. 1 IS E OF THE STATION, ON THE HIGHEST POINT OF THE
 CZ1915'MAIN PORTION OF THE SUMMIT.  R.M. NO. 2 IS N OF THE STATION,
 CZ1915'AT THE N END OF THE SAME PORTION OF THE SUMMIT.  THE AZIMUTH
 CZ1915'MARK IS APPROX. 0.15 MILE SW OF THE STATION, ABOUT 50 YARDS
 CZ1915'N OF THE FORKS OF THE ROAD AT OLD CAMP SITE, 100 FT W OF THE
 CZ1915'CENTER OF THE DIM ROAD LEADING TOWARDS STATION, SET IN ROCK
 CZ1915'OUTCROP AT THE N END OF THE LOW RIDGE BETWEEN THE ROAD AND
 CZ1915'A DRY WASH TO THE WEST.
 CZ1915'
 CZ1915'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AT TUCSON,
 CZ1915'GO N ON COMB. U.S. RTS 80 AND 89 FOR 30.75 MILE, OR 6.5 MILE
 CZ1915'PAST TEXACO GAS STATION AT THE JCT OF THE MAMMOUTH ROAD, AND
 CZ1915'BEAR LEFT ON TRACK ROAD AT ARROW ON LEFT, THENCE WESTERLY
 CZ1915'FOR 1.2 MILES AND PASS THROUGH CATTLE GUARD, THENCE 2.2 MILES
 CZ1915'AND TAKE RIGHT FORK OFF MAIN TRAVELED ROAD JUST AFTER CROSSING
 CZ1915'CATTLE GUARD, THENCE 0.5 MILES AND CROSS BROAD DRY WASH
 CZ1915'WHICH RUNS PAST BASE OF THE STATION BUTTE, THENCE 0.35 MILE
 CZ1915'AND TAKE DIM RIGHT FORK AT OLD CAMP SITE, THENCE ABOUT 200
 CZ1915'YARDS TO END OF TRUCK TRAVEL AT EDGE OF WASH.  GO ENE ACROSS
 CZ1915'WASH AND UP THE LOW HILL TO THE STATION, ABOUT 1/2 MILE
 CZ1915'DISTANT
 CZ1915'
 CZ1915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CZ1915
 CZ1915                          STATION RECOVERY (1948)
 CZ1915
 CZ1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1915'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED,
 CZ1915'WITH THE EXCEPTION OF DISTANCES TO THE REFERENCE MARKS.  THE
 CZ1915'CORRECT DISTANCES FOR THESE MARKS ARE SHOWN BELOW.
 CZ1915'
 CZ1915'THE STATION IS LOCATED ABOUT 32 MILES NORTH OF TUCSON AND
 CZ1915'ABOUT 2 MILES SOUTHWEST OF U.S. HIGHWAY 80 AND 89 ON THE
 CZ1915'SUMMIT OF A SMALL ROCKY KNOB RISING FROM THE BRUSHY FLAT
 CZ1915'SOUTH OF THE FOOTHILLS OF THE TORTILLA MOUNTAINS.  THE STATION
 CZ1915'MARK IS A BRONZE DISK, PROJECTS ABOUT
 CZ1915'5 FEET, SET ON HIGHEST POINT OF THE ROCKY SEMI-DETACHED
 CZ1915'FRAGMENT AT THE WEST EDGE OF THE SUMMIT, AND IS STAMPED
 CZ1915'ROCKY BUTTE 1936.
 CZ1915'
 CZ1915'REFERENCE MARK NO. 1 IS A BRONZE DISK
 CZ1915'PROJECTS 5 FEET, IS SET 2 FEET HIGHER THAN THE STATION
 CZ1915'MARK AND IS STAMPED ROCKY BUTTE NO 1 1936.
 CZ1915'
 CZ1915'REFERENCE MARK NO. 2 IS A BRONZE DISK
 CZ1915'PROJECTS 4 FEET, IS SET 6 INCHES LOWER THAN THE STATION
 CZ1915'MARK AND IS STAMPED ROCKY BUTTE NO 2 1936.
 CZ1915'
 CZ1915'THE AZIMUTH MARK IS A BRONZE DISK
 CZ1915'PROJECTS 3 FEET, IS SET APPROXIMATELY 75 FEET WEST OF THE
 CZ1915'TRACK ROAD LEADING TO THE STATION, 6 FEET NORTHWEST OF A
 CZ1915'CARIN, AND IS STAMPED ROCKY BUTTE 1936.
 CZ1915'
 CZ1915'TO REACH FROM SERVICE STATION AT JUNCTION OF STATE ROUTE 77
 CZ1915'WITH U.S. HIGHWAY 80 AND 89 GO NORTH ON U.S. 80 AND 89 FOR
 CZ1915'6.5 MILES TO A SIDE ROAD LEFT AND A SIGN PALO VERDE RANCH,
 CZ1915'HERE TURN LEFT ACROSS CATTLE GUARD AND FOLLOW MAIN TRACK ROAD
 CZ1915'FOR 0.7 MILE TO FORKS AT POWER LINE, HERE KEEP LEFT FORK
 CZ1915'MAIN TRAVELED ROAD AND GO 0.45 MILE TO A STEEL FRAME GATE,
 CZ1915'HERE CONTINUE STRAIGHT AHEAD WESTERLY FOR 2.15 MILES TO A
 CZ1915'WIRE GATE, GO THROUGH GATE KEEPING RIGHT FORK AND GO 0.8 MILE
 CZ1915'TO FORKS AND OLD CAMP SITE, TAKE RIGHT FORK AND GO 50 YARDS
 CZ1915'TO AZIMUTH ON LEFT AS DESCRIBED ABOVE.  FROM THIS POINT,
 CZ1915'PICK WAY NORTHEASTERLY ACROSS WASHES TO BASE OF HILL AND
 CZ1915'END OF TRUCK TRAVEL.  HERE PACK TO HIGHEST POINT AND
 CZ1915'STATION.  A 5-MINUTE PACK.
 CZ1915
 CZ1915                          STATION RECOVERY (1962)
 CZ1915
 CZ1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1915'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CZ1915'WERE RECOVERED AS DESCRIBED.  ALL MARKS WERE IN GOOD CONDITION
 CZ1915'AND THE DISTANCE AND DIRECTION TO THE MARKS IS SATISFACTORY.
 CZ1915'
 CZ1915'THE 1936 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CZ1915
 CZ1915                          STATION RECOVERY (1972)
 CZ1915
 CZ1915'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1915'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ1915'
 CZ1915'STATION MARK GOOD.
 CZ1915'
 CZ1915'REFERENCE MARKS 1 AND 2 GOOD.
 CZ1915'
 CZ1915'AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CZ1915
 CZ1915                          STATION RECOVERY (1977)
 CZ1915
 CZ1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1915'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CZ1915'DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1948 DESCRIPTION IS
 CZ1915'ADEQUATE.
 CZ1915'
 CZ1915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--34.2 MILE SOUTHEAST
 CZ1915'OF FLORENCE.
 CZ1915'
 CZ1915'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1938 ***********************************************************************
 DU1938  DESIGNATION -  ROCKY CREEK
 DU1938  PID         -  DU1938
 DU1938  STATE/COUNTY-  AZ/GILA
 DU1938  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU1938
 DU1938                         *CURRENT SURVEY CONTROL
 DU1938  ___________________________________________________________________
 DU1938* NAD 83(1992)-  33 30 49.86243(N)    110 14 04.38028(W)     ADJUSTED  
 DU1938* NAVD 88     -      1753.0    (meters)    5751.     (feet)  VERTCON   
 DU1938  ___________________________________________________________________
 DU1938  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 DU1938  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DU1938  HORZ ORDER  -  THIRD
 DU1938
 DU1938.The horizontal coordinates were established by classical geodetic methods
 DU1938.and adjusted by the National Geodetic Survey in August 1993.
 DU1938
 DU1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1938
 DU1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1938
 DU1938.The geoid height was determined by GEOID03.
 DU1938
 DU1938;                    North         East     Units Scale Factor Converg.
 DU1938;SPC AZ E     -   278,738.591   207,053.736   MT  0.99990049   -0 02 14.9
 DU1938;SPC AZ E     -   914,496.69    679,310.16   iFT  0.99990049   -0 02 14.9
 DU1938;UTM  12      - 3,708,517.030   571,088.610   MT  0.99966230   +0 25 21.5
 DU1938
 DU1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1938!SPC AZ E     -   0.99972891  x   0.99990049  =   0.99962943
 DU1938!UTM  12      -   0.99972891  x   0.99966230  =   0.99939130
 DU1938
 DU1938|---------------------------------------------------------------------|
 DU1938| PID    Reference Object                     Distance      Geod. Az  |
 DU1938|                                                           dddmmss.s |
 DU1938| CD2620 ROCKY CREEK RM 1                      4.151 METERS 01518     |
 DU1938| CD2621 ROCKY CREEK RM 2                      7.851 METERS 09449     |
 DU1938| CD2619 ROCKY CREEK AZ MK                                  1674721.5 |
 DU1938|---------------------------------------------------------------------|
 DU1938
 DU1938                          SUPERSEDED SURVEY CONTROL
 DU1938
 DU1938  NAD 83(1986)-  33 30 49.85854(N)    110 14 04.38170(W) AD(       ) 3
 DU1938  NAD 27      -  33 30 49.66200(N)    110 14 02.04180(W) AD(       ) 3
 DU1938  NGVD 29 (07/19/86) 1752.3    (m)         5749.     (f) VERT ANG    3  
 DU1938
 DU1938.Superseded values are not recommended for survey control.
 DU1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1938.See file dsdata.txt to determine how the superseded data were derived.
 DU1938
 DU1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC7108908517(NAD 83)
 DU1938_MARKER: DS = TRIANGULATION STATION DISK
 DU1938_SETTING: 80 = SET IN A BOULDER
 DU1938_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1938
 DU1938  HISTORY     - Date     Condition        Report By
 DU1938  HISTORY     - 1960     MONUMENTED       CGS
 DU1938  HISTORY     - 1967     GOOD             AMS
 DU1938  HISTORY     - 1972     GOOD             AZHD
 DU1938
 DU1938                          STATION DESCRIPTION
 DU1938
 DU1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1938'THE STATION IS LOCATED ON A STEEP, ROCKY HILL, ABOUT 16 MILES
 DU1938'NORTHEAST OF SAN CARLOS, 5 MILES NORTH OF THE SAN CARLOS RIVER,
 DU1938'AND 1-1/2 MILES SOUTHEAST OF THE BLUE RIVER.
 DU1938'
 DU1938'TO REACH THE STATION FROM THE POST OFFICE IN SAN CARLOS, GO
 DU1938'SOUTH ON STATE HIGHWAY 170 FOR 1.7 MILES TO A T-ROAD TO THE LEFT.
 DU1938'TURN LEFT, EAST, AND FOLLOW THE GRAVELED ROAD 0.4 MILE TO A
 DU1938'Y-FORK, KEEP LEFT FORK, AND CONTINUE EAST ON THE GRAVELED ROAD
 DU1938'7.4 MILES TO A STOCK GUARD.  CONTINUE AHEAD, EAST, FOR 10.4
 DU1938'MILES TO A T-ROAD AND SIGN POINT OF PINES CAMP.  TURN LEFT, AS
 DU1938'PER SIGN, AND FOLLOW THE BLADED ROAD NORTHWEST 5.0 MILES TO
 DU1938'A LARGE WASH.  CONTINUE AHEAD, AND FOLLOW THE MAIN TRAVELED
 DU1938'ROAD NORTH AND NORTHEAST FOR 4.7 MILES TO A DIM Y-FORK, THE
 DU1938'AZIMUTH MARK ON THE NORTHWEST SIDE OF THE ROAD, AND A SHARP
 DU1938'CURVE IN THE ROAD.  TAKE LEFT FORK, NORTHWEST, AND FOLLOW THE
 DU1938'TRACK ROAD 0.15 MILE TO A WASH AND THE END OF TRUCK
 DU1938'TRAVEL.  PACK NORTHWEST TO SADDLE, THENCE NORTH TO THE HIGHEST
 DU1938'POINT OF THE HILL AND THE STATION.  THIS IS A 1-1/2 HOUR PACK.
 DU1938'
 DU1938'THE STATION MARK, STAMPED ROCKY CREEK 1960, IS A STANDARD DISK
 DU1938'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 DU1938'
 DU1938'REFERENCE MARK NO. 1, STAMPED ROCKY CREEK NO 1 1960, IS A
 DU1938'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DU1938'3 FEET.
 DU1938'
 DU1938'REFERENCE MARK NO. 2, STAMPED ROCKY CREEK NO 2 1960, IS A
 DU1938'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DU1938'2 FEET.
 DU1938'
 DU1938'THE AZIMUTH MARK, STAMPED ROCKY CREEK 1960, IS A STANDARD DISK
 DU1938'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-1/2 FEET.
 DU1938'IT IS 23 FEET NORTHWEST OF THE DIRT ROAD AND 64 FEET WEST OF A
 DU1938'WOODEN BRIDGE.
 DU1938
 DU1938                          STATION RECOVERY (1967)
 DU1938
 DU1938'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1938'STATION ROCKY CREEK IS LOCATED APPROXIMATELY 16.5 AIRMILES (NE) OF
 DU1938'SAN CARLOS, ARIZONA AND 23.4 AIRMILES (NNW) OF CALVA, ARIZONA.
 DU1938'
 DU1938'TO REACH FROM JCT OF HWY U.S. 70 AND ARIZONA 170 IN PERIDOT, GO
 DU1938'(E) ON U.S. 70 5.1 MI TO A ROAD ON LEFT (N), TURN LEFT AND GO
 DU1938'14.6 MI (N) TO A CROSSROAD (WARM SPRINGS JCT), TURN LEFT (NW)
 DU1938'AND GO 7.6 MI (NW) TO A Y INTERSECTION (ROCKY JCT) SIGN--BLUE
 DU1938'RIVER 4, BEAR CANYON 15, SAN CARLOS 29, POINT OF PINES 45, TURN
 DU1938'LEFT AND GO 3.3 MI TO A BLADED ROAD RIGHT (E), TURN RIGHT AND GO
 DU1938'1.2 MI TO A SADDLE AND END OF TRUCK TRAVEL.  PACK (SSE) TO A
 DU1938'RIDGE, THENCE (SE) TO HIGHEST POINT AND STATION SITE.  ABOUT 1-1/2
 DU1938'HOUR PACK.
 DU1938'
 DU1938'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN A BOULDER
 DU1938'WHICH PROJECTS ABOUT 2 IN AND STAMPED ROCKY CREEK 1960.
 DU1938'
 DU1938'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN A BOULDER
 DU1938'WHICH PROJECTS 3.0 FT AND STAMPED ROCKY CREEK NO 1 1960.  FROM
 DU1938'THE STATION IT IS (N) ON A MAG AZ OF 3 DEG AT A DISTANCE OF
 DU1938'13.62 FT AND A DE OF +0.15M.
 DU1938'
 DU1938'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK SET IN A BOULDER WHICH
 DU1938'PROJECTS 2.0 FT AND STAMPED ROCKY CREEK NO 2 1960.  FROM THE
 DU1938'STATION IT IS (E) ON A MAG AZ OF 87 DEG AT A DISTANCE OF 25.77 FT
 DU1938'AND A DE OF -0.14M.
 DU1938'
 DU1938'THE AZ MK WAS NOT FOUND.  A NEW ROAD WAS BUILT AND BELIEVE DISK
 DU1938'WAS DESTROYED AT THIS TIME.  ALL GIVEN DISTANCES GIVEN WERE
 DU1938'CHECKED AND PROVEN BEYOND A DOUBT THAT THE MARK WOULD HAVE BEEN IN
 DU1938'CENTER OF NEW ROAD.
 DU1938'
 DU1938'CONDITION OF ALL MARKS GOOD AND VISIBILITY IS CLEAR IN ALL
 DU1938'DIRECTIONS.
 DU1938
 DU1938                          STATION RECOVERY (1972)
 DU1938
 DU1938'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1938'GENERAL LOCATION - FORT APACHE INDIAN RESERVATION (APPROX.
 DU1938'16 MILES N.E. OF SAN CARLOS)
 DU1938'
 DU1938'TO REACH - AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1938'
 DU1938'STATION MARK - ST.D USC AND GS B.C. STAMPED ROCKY CREEK 1960
 DU1938'
 DU1938'REFERENCE MARKS - NO. 1 AND NO. 2 STD. USC AND GS B.C. STAMPED
 DU1938'ROCKY CREEK 1960
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0938 ***********************************************************************
 EU0938  DESIGNATION -  ROCKY PEAK BLACK MTN RANGE
 EU0938  PID         -  EU0938
 EU0938  STATE/COUNTY-  AZ/MOHAVE
 EU0938  USGS QUAD   -  WARM SPRINGS SE (1970)
 EU0938
 EU0938                         *CURRENT SURVEY CONTROL
 EU0938  ___________________________________________________________________
 EU0938* NAD 83(1992)-  34 51 04.74034(N)    114 15 03.36204(W)     ADJUSTED  
 EU0938* NAVD 88     -              **(meters)            **(feet)            
 EU0938  ___________________________________________________________________
 EU0938  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 EU0938  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EU0938  HORZ ORDER  -  THIRD
 EU0938
 EU0938.The horizontal coordinates were established by classical geodetic methods
 EU0938.and adjusted by the National Geodetic Survey in August 1993.
 EU0938
 EU0938
 EU0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0938
 EU0938.The geoid height was determined by GEOID03.
 EU0938
 EU0938;                    North         East     Units Scale Factor Converg.
 EU0938;SPC AZ W     -   427,209.738   167,550.947   MT  0.99995919   -0 17 10.5
 EU0938;SPC AZ W     - 1,401,606.75    549,707.83   iFT  0.99995919   -0 17 10.5
 EU0938;UTM  11      - 3,860,002.127   751,343.475   MT  1.00037869   +1 34 18.4
 EU0938
 EU0938                          SUPERSEDED SURVEY CONTROL
 EU0938
 EU0938  NAD 83(1986)-  34 51 04.74133(N)    114 15 03.36828(W) AD(       ) 4
 EU0938  NAD 27      -  34 51 04.74700(N)    114 15 00.67600(W) AD(       ) 3
 EU0938
 EU0938.Superseded values are not recommended for survey control.
 EU0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0938.See file dsdata.txt to determine how the superseded data were derived.
 EU0938
 EU0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5134360002(NAD 83)
 EU0938_MARKER: 03 = MOUNTAIN PEAK
 EU0938
 EU0938  HISTORY     - Date     Condition        Report By
 EU0938  HISTORY     - 1948     FIRST OBSERVED   CGS
 EU0938
 EU0938                          STATION DESCRIPTION
 EU0938
 EU0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0938'THE STATION IS 5 MILES SOUTHWEST OF TUCCA, AND 20 MILES EAST
 EU0938'OF NEEDLES, AT THE EXTREME SOUTHERN END OF THE BLACK MOUNTAIN
 EU0938'RANGE.
 EU0938'
 EU0938'THE STATION IS THE CENTER OF THE SUMMIT OF A SHARP ROCKY
 EU0938'MOUNTAIN PEAK WHICH IS THE HIGHEST POINT IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1141 ***********************************************************************
 CG1141  DESIGNATION -  ROCKY POINT
 CG1141  PID         -  CG1141
 CG1141  STATE/COUNTY-  AZ/PIMA
 CG1141  USGS QUAD   -  VAMORI (1979)
 CG1141
 CG1141                         *CURRENT SURVEY CONTROL
 CG1141  ___________________________________________________________________
 CG1141* NAD 83(1992)-  31 43 00.97016(N)    111 59 45.65209(W)     ADJUSTED  
 CG1141* NAVD 88     -      1039.     (meters)    3409.     (feet)  SCALED    
 CG1141  ___________________________________________________________________
 CG1141  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 CG1141  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CG1141  HORZ ORDER  -  FIRST
 CG1141
 CG1141.The horizontal coordinates were established by classical geodetic methods
 CG1141.and adjusted by the National Geodetic Survey in August 1993.
 CG1141
 CG1141.The orthometric height was scaled from a topographic map.
 CG1141
 CG1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1141
 CG1141.The geoid height was determined by GEOID03.
 CG1141
 CG1141;                    North         East     Units Scale Factor Converg.
 CG1141;SPC AZ C     -    79,485.553   205,839.985   MT  0.99990070   -0 02 30.2
 CG1141;SPC AZ C     -   260,779.37    675,328.03   iFT  0.99990070   -0 02 30.2
 CG1141;UTM  12      - 3,509,492.149   405,631.088   MT  0.99970983   -0 31 25.2
 CG1141
 CG1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1141!SPC AZ C     -   0.99984181  x   0.99990070  =   0.99974252
 CG1141!UTM  12      -   0.99984181  x   0.99970983  =   0.99955168
 CG1141
 CG1141|---------------------------------------------------------------------|
 CG1141| PID    Reference Object                     Distance      Geod. Az  |
 CG1141|                                                           dddmmss.s |
 CG1141| CH5340 ROCKY POINT RM 2                     15.655 METERS 12840     |
 CG1141| CH5338 ROCKY POINT AZ MK                                  1841924.9 |
 CG1141| CH5339 ROCKY POINT RM 1                     10.105 METERS 21141     |
 CG1141|---------------------------------------------------------------------|
 CG1141
 CG1141                          SUPERSEDED SURVEY CONTROL
 CG1141
 CG1141  NAD 83(1986)-  31 43 00.96229(N)    111 59 45.65196(W) AD(       ) 1
 CG1141  NAD 27      -  31 43 00.66600(N)    111 59 43.20700(W) AD(       ) 1
 CG1141
 CG1141.Superseded values are not recommended for survey control.
 CG1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1141.See file dsdata.txt to determine how the superseded data were derived.
 CG1141
 CG1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0563109492(NAD 83)
 CG1141_MARKER: DS = TRIANGULATION STATION DISK
 CG1141_SETTING: 66 = SET IN ROCK OUTCROP
 CG1141
 CG1141  HISTORY     - Date     Condition        Report By
 CG1141  HISTORY     - 1920     MONUMENTED       CGS
 CG1141  HISTORY     - 1936     GOOD             CGS
 CG1141  HISTORY     - 1958     GOOD             AMS
 CG1141  HISTORY     - 1972     GOOD             AZHD
 CG1141
 CG1141                          STATION DESCRIPTION
 CG1141
 CG1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CG1141'ON THE PAPAGO INDIAN RESERVATION 5 MILES WEST OF THE INDIAN
 CG1141'VILLAGE OF VAMORI, ABOUT 2-1/2 MILES NORTH OF THE VILLAGE
 CG1141'OF ROCKY POINT, ON THE SOUTHERLY AND LOWER SUMMIT OF A DOUBLE
 CG1141'PEAK AT THE SOUTH END OF THE ALVAREZ MOUNTAIN RANGE, ABOUT
 CG1141'ONE-THIRD MILE SOUTH OF THE HIGHEST PEAK AND SEPARATED FROM IT BY
 CG1141'A SADDLE OF 100 FEET LESS ELEVATION, ON THE CENTRAL AND HIGHEST
 CG1141'PART OF THE SUMMIT, ABOUT 50 FEET NORTHEAST OF A LONE SAGUARO
 CG1141'CACTUS, IN AN OUTCROP OF LEDGE ROCK.  STATION IS MARKED BY A
 CG1141'STANDARD BRONZE DISK. REFERENCE MARK
 CG1141'NO. 1, A STANDARD BRONZE REFERENCE DISK, IN ROCK
 CG1141'LEDGE, IS 20 FEET SOUTHEAST OF A LONE SAGUARO AT WEST EDGE
 CG1141'OF SUMMIT AND 10.105 METERS (33.15 FEET FROM STATION
 CG1141'S 31 DEG 41 MIN W. REFERENCE MARK NO. 2, A STANDARD
 CG1141'BRONZE REFERENCE DISK, IN ROCK LEDGE, IS NEAR THE
 CG1141'SOUTH EDGE OF THE SUMMIT, 15.655 METERS (51.36 FEET) FROM
 CG1141'STATION S 51 DEG 20 MIN E. THE AZIMUTH MARK, A
 CG1141'STANDARD BRONZE DISK, IS ON THE ROAD LEADING TO
 CG1141'THE FOOT OF THE STATION PEAK, ONE-HALF MILE NORTH ALONG
 CG1141'THE ROAD FROM A Y AT THE VILLAGE OF ROCKY POINT, 15 FEET
 CG1141'SOUTHWEST OF THE CENTER OF THE ROAD, 10 FEET NORTH OF
 CG1141'CORNER FENCE POST AND 1-1/2 MILES FROM STATION N 4 DEG 18 MIN W
 CG1141
 CG1141                          STATION RECOVERY (1958)
 CG1141
 CG1141'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG1141'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CG1141'DESCRIBED.  THE STATION IS LOCATED ON THE HIGHEST POINT OF THE
 CG1141'HILL, WITH ROCK CAIRN OVER THE STATION, 48 FEET SSE OF SMALL
 CG1141'BUSH.  108 FEET SW OF THE S TIP OF BUSH LINE.  64 FEET NNW OF
 CG1141'LONE BUSH.  54 FEET E OF THE CENTER OF TWO BUSHES.  78 FEET NE
 CG1141'OF LARGE DARK BUSH.
 CG1141
 CG1141                          STATION RECOVERY (1972)
 CG1141
 CG1141'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1141'A.  GENERAL LOCATION THE STATION AND REFERENCES WERE RECOVERED IN
 CG1141'GOOD CONDITION AS DESCRIBED BY THE USC AND GS.  THE DESCRIPTION
 CG1141'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0131 ***********************************************************************
 FR0131  DESIGNATION -  ROD
 FR0131  PID         -  FR0131
 FR0131  STATE/COUNTY-  AZ/COCONINO
 FR0131  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0131
 FR0131                         *CURRENT SURVEY CONTROL
 FR0131  ___________________________________________________________________
 FR0131* NAD 83(1992)-  35 13 35.39913(N)    112 18 59.06202(W)     ADJUSTED  
 FR0131* NAVD 88     -      2025.775  (meters)    6646.23   (feet)  ADJUSTED  
 FR0131  ___________________________________________________________________
 FR0131  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 FR0131  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 FR0131  DYNAMIC HT  -        2022.957 (meters)    6636.98  (feet)  COMP
 FR0131  MODELED GRAV-     979,169.8   (mgal)                       NAVD 88
 FR0131
 FR0131  HORZ ORDER  -  SECOND
 FR0131  VERT ORDER  -  SECOND    CLASS 0
 FR0131
 FR0131.The horizontal coordinates were established by classical geodetic methods
 FR0131.and adjusted by the National Geodetic Survey in August 1993.
 FR0131
 FR0131.The orthometric height was determined by differential leveling
 FR0131.and adjusted in June 1991.
 FR0131
 FR0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0131
 FR0131.The geoid height was determined by GEOID03.
 FR0131
 FR0131.The dynamic height is computed by dividing the NAVD 88
 FR0131.geopotential number by the normal gravity value computed on the
 FR0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0131.degrees latitude (g = 980.6199 gals.).
 FR0131
 FR0131.The modeled gravity was interpolated from observed gravity values.
 FR0131
 FR0131;                    North         East     Units Scale Factor Converg.
 FR0131;SPC AZ C     -   468,773.403   176,972.897   MT  0.99991631   -0 13 50.1
 FR0131;SPC AZ C     - 1,537,970.48    580,619.74   iFT  0.99991631   -0 13 50.1
 FR0131;UTM  12      - 3,898,955.380   380,204.158   MT  0.99977686   -0 45 33.9
 FR0131
 FR0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0131!SPC AZ C     -   0.99968594  x   0.99991631  =   0.99960227
 FR0131!UTM  12      -   0.99968594  x   0.99977686  =   0.99946287
 FR0131
 FR0131|---------------------------------------------------------------------|
 FR0131| PID    Reference Object                     Distance      Geod. Az  |
 FR0131|                                                           dddmmss.s |
 FR0131| FR0129 ROD RM 1                             12.005 METERS 16632     |
 FR0131| FR0127 SLO                                 APPROX. 2.9 KM 2475123.6 |
 FR0131| FR0130 ROD RM 2                              6.678 METERS 24921     |
 FR0131|---------------------------------------------------------------------|
 FR0131
 FR0131                          SUPERSEDED SURVEY CONTROL
 FR0131
 FR0131  NAD 83(1986)-  35 13 35.39725(N)    112 18 59.05886(W) AD(       ) 2
 FR0131  NAD 27      -  35 13 35.35670(N)    112 18 56.42660(W) AD(       ) 2
 FR0131  NGVD 29 (??/??/92) 2024.819  (m)         6643.09   (f) ADJ UNCH    2 0
 FR0131
 FR0131.Superseded values are not recommended for survey control.
 FR0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0131.See file dsdata.txt to determine how the superseded data were derived.
 FR0131
 FR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8020498955(NAD 83)
 FR0131_MARKER: DS = TRIANGULATION STATION DISK
 FR0131_SETTING: 80 = SET IN A BOULDER
 FR0131_SP_SET: BOULDER
 FR0131_STAMPING: ROD 1958
 FR0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0131+STABILITY: SURFACE MOTION
 FR0131
 FR0131  HISTORY     - Date     Condition        Report By
 FR0131  HISTORY     - 1958     MONUMENTED       CGS
 FR0131  HISTORY     - 1958     GOOD             CGS
 FR0131  HISTORY     - 1974     GOOD             USGS
 FR0131
 FR0131                          STATION DESCRIPTION
 FR0131
 FR0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0131'THE STATION IS LOCATED ON THE HIGHEST PART OF A SMALL ROCKY
 FR0131'PROMINENCE ABOUT 6.5 MILES WEST OF WILLIAMS, 9 MILES EAST OF
 FR0131'ASH FORK AND 0.2 MILE NORTH OF U.S. HIGHWAY 66 AND 89.
 FR0131'
 FR0131'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT TRAFFIC
 FR0131'CONTROL AND WEIGH STATION AT THE WEST END OF THE DIVIDED
 FR0131'HIGHWAY IN WILLIAMS, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR
 FR0131'7.5 MILES TO A NARROW GRADED ROAD RIGHT AND SIGN GRAVES RANCH,
 FR0131'JUST BEFORE BEGINNING A LONG DOWNGRADE INTO ASH FORK.  TURN
 FR0131'RIGHT ON THE GRADED ROAD, PASS OVER A STOCK GUARD, AND CONTINUE
 FR0131'NORTH FOR 0.1 MILE, LEAVE THE ROAD AND GO NORTHEASTERLY TOWARD
 FR0131'A SMALL KNOLL FOR 0.1 MILE TO THE BASE OF THE ROCKS AND END OF
 FR0131'TRUCK TRAVEL JUST UNDER THE STATION.  PACK EASTERLY ABOUT 200
 FR0131'FEET TO THE HIGHEST PART OF THE ROCKS.
 FR0131'
 FR0131'THE STATION MARK IS A STANDARD DISK STAMPED ROD 1958, SET IN A
 FR0131'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 3 FEET.
 FR0131'
 FR0131'R.M. 1 IS A STANDARD DISK STAMPED ROD NO 1 1958, SET IN A DRILL
 FR0131'HOLE IN A BOULDER THAT PROJECTS ABOUT 4 FEET.  IT IS ABOUT 5
 FR0131'FEET LOWER THAN THE STATION MARK.
 FR0131'
 FR0131'R.M. 2 IS A STANDARD DISK STAMPED ROD 2 1958, SET IN A DRILL
 FR0131'HOLE IN A BOULDER THAT PROJECTS ABOUT 1 FOOT.  IT IS ABOUT 3
 FR0131'FEET LOWER THAN THE STATION MARK.
 FR0131
 FR0131                          STATION RECOVERY (1958)
 FR0131
 FR0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0131'8.0 MI W FROM WILLIAMS.
 FR0131'8.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0131'IN WILLIAMS, THENCE NORTH ON A NARROW GRADED ROAD FOR 0.1 MILE, LEAVE
 FR0131'THE ROAD AND GO NORTHWEST TOWARD A SMALL KNOLL FOR 0.1 MILE TO THE
 FR0131'BASE OF ROCKS AND THE END OF TRUCK TRAVEL, PACK EAST ABOUT 200 FEET TO
 FR0131'THE HIGHEST PART OF THE ROCKS AND THE MARK.  IT IS SET IN A DRILL HOLE
 FR0131'IN A BOULDER THAT PROJECTS 3 FEET.
 FR0131
 FR0131                          STATION RECOVERY (1974)
 FR0131
 FR0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0131'TWO BLOCKS NORTH OF THE POST OFFICE IN WILLIAMS TO THE WEST BOUND
 FR0131'LANE OF INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 66, THENCE 5.9
 FR0131'MILES TO DEVIL DOG ROAD OFF RAMP, THENCE CIRCLING TO THE RIGHT
 FR0131'UNDER BOTH TRAFFIC LANES FOR 0.2 MILE TO ROAD INTERSECTION, THENCE
 FR0131'LEFT 0.4 MILE TO A PAVED ROAD, THENCE RIGHT (WEST) PAST PINE
 FR0131'SPRINGS RANCH AT 0.2 MILE AND UNDER FREEWAY AT 1.0 MILE TO BEND
 FR0131'IN ROAD AT 2.8 MILES, THENCE NORTHEASTERLY ACROSS COUNTRY 0.3
 FR0131'MILE TO TOP OF SMALL KNOLL AND STATION.  THE LAST 500 FT. IS A
 FR0131'PACK.  STATION IS ON A BOULDER THAT PROJECTS 3 FT., A
 FR0131'STANDARD C AND GS TABLET STAMPED ROD 1958.
 FR0131'
 FR0131'ROD RM 1 1958, TWO BLOCKS NORTH OF THE POST OFFICE IN WILLIAMS TO
 FR0131'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 66,
 FR0131'THENCE 5.9 MILES TO DEVIL DOG ROAD OFF RAMP THENCE CIRCLING TO
 FR0131'THE RIGHT UNDER BOTH TRAFFIC LANES FOR 0.2 MILE TO ROAD
 FR0131'INTERSECTION, THENCE LEFT 0.4 MILE TO PAVED ROAD, THENCE RIGHT
 FR0131'(WEST) PAST PINE SPRINGS RANCH AT 0.2 MILE AND UNDER FREEWAY AT
 FR0131'1.0 MILE TO BEND IN ROAD AT 2.8 MILES, THENCE NORTHEASTERLY
 FR0131'ACROSS COUNTRY 0.3 MILE TO TOP OF SMALL KNOLL AND STATION.  THE
 FR0131'LAST 500 FT. IS A PACK.  39.39 FT. SOUTH OF TRIANGULATION
 FR0131'STATION ROD IN A BOULDER THAT PROJECTS 4 FT, A STANDARD C AND GS
 FR0131'RM TABLET STAMPED ROD RM 1 1958.
 FR0131'
 FR0131'ROD RM 2 1958, TWO BLOCKS NORTH OF THE POST OFFICE IN WILLIAMS
 FR0131'TO THE WEST BOUND LANE OF INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY
 FR0131'66, THENCE 5.9 MILES TO DEVIL DOG ROAD OFF RAMP, THENCE CIRCLING
 FR0131'TO THE RIGHT UNDER BOTH TRAFFIC LANES FOR 0.2 MILE TO ROAD
 FR0131'INTERSECTION, THENCE LEFT 0.4 MILE TO A PAVED ROAD, THENCE RIGHT
 FR0131'(WEST) PAST PINE SPRINGS RANCH AT 0.2 MILE AND UNDER FREEWAY AT
 FR0131'1.0 MILE TO BEND AN ROAD AT 2.8 MILES, THENCE NORTHEASTERLY
 FR0131'ACROSS COUNTRY 0.3 MILE TO TOP OF SMALL KNOLL AND TABLET.  THE
 FR0131'LAST 500 FT IS A PACK.  STATION IS 21.91 FT. WEST OF
 FR0131'TRIANGULATION STATION ROD, IN A BOULDER THAT PROJECTS 1 FT., A
 FR0131'STANDARD C AND GS RM TABLET STAMPED ROD RM 2 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0129 ***********************************************************************
 FR0129  DESIGNATION -  ROD RM 1
 FR0129  PID         -  FR0129
 FR0129  STATE/COUNTY-  AZ/COCONINO
 FR0129  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0129
 FR0129                         *CURRENT SURVEY CONTROL
 FR0129  ___________________________________________________________________
 FR0129* NAD 83(1986)-  35 13 35.     (N)    112 18 59.     (W)     SCALED    
 FR0129* NAVD 88     -      2023.853  (meters)    6639.92   (feet)  ADJUSTED  
 FR0129  ___________________________________________________________________
 FR0129  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 FR0129  DYNAMIC HT  -        2021.038 (meters)    6630.69  (feet)  COMP
 FR0129  MODELED GRAV-     979,169.8   (mgal)                       NAVD 88
 FR0129
 FR0129  VERT ORDER  -  SECOND    CLASS 0
 FR0129
 FR0129.The horizontal coordinates were scaled from a topographic map and have
 FR0129.an estimated accuracy of +/- 6 seconds.
 FR0129
 FR0129.The orthometric height was determined by differential leveling
 FR0129.and adjusted in June 1991.
 FR0129
 FR0129.The geoid height was determined by GEOID03.
 FR0129
 FR0129.The dynamic height is computed by dividing the NAVD 88
 FR0129.geopotential number by the normal gravity value computed on the
 FR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0129.degrees latitude (g = 980.6199 gals.).
 FR0129
 FR0129.The modeled gravity was interpolated from observed gravity values.
 FR0129
 FR0129;                    North         East    Units  Estimated Accuracy
 FR0129;SPC AZ C     -   468,760.      176,970.      MT  (+/- 180 meters Scaled)
 FR0129
 FR0129                          SUPERSEDED SURVEY CONTROL
 FR0129
 FR0129  NGVD 29 (??/??/92) 2022.897  (m)         6636.79   (f) ADJ UNCH    2 0
 FR0129
 FR0129.Superseded values are not recommended for survey control.
 FR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0129.See file dsdata.txt to determine how the superseded data were derived.
 FR0129
 FR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD802989(NAD 83)
 FR0129_MARKER: DR = REFERENCE MARK DISK
 FR0129_SETTING: 80 = SET IN A BOULDER
 FR0129_SP_SET: BOULDER
 FR0129_STAMPING: ROD NO 1 1958
 FR0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0129+STABILITY: SURFACE MOTION
 FR0129
 FR0129  HISTORY     - Date     Condition        Report By
 FR0129  HISTORY     - 1958     MONUMENTED       CGS
 FR0129
 FR0129                          STATION DESCRIPTION
 FR0129
 FR0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0129'8.0 MI W FROM WILLIAMS.
 FR0129'8.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0129'IN WILLIAMS, THENCE NORTH ON A NARROW GRADED ROAD FOR 0.1 MILE, LEAVE
 FR0129'THE ROAD AND GO NORTHWEST TOWARD A SMALL KNOLL FOR 0.1 MILE TO THE
 FR0129'BASE OF ROCKS AND THE END OF TRUCK TRAVEL, PACK EAST ABOUT 200 FEET TO
 FR0129'THE HIGHEST PART OF THE ROCKS AND THE MARK.  IT IS CEMENTED IN A DRILL
 FR0129'HOLE IN A BOULDER THAT PROJECTS 4 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0130 ***********************************************************************
 FR0130  DESIGNATION -  ROD RM 2
 FR0130  PID         -  FR0130
 FR0130  STATE/COUNTY-  AZ/COCONINO
 FR0130  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0130
 FR0130                         *CURRENT SURVEY CONTROL
 FR0130  ___________________________________________________________________
 FR0130* NAD 83(1986)-  35 13 35.     (N)    112 18 59.     (W)     SCALED    
 FR0130* NAVD 88     -      2025.059  (meters)    6643.88   (feet)  ADJUSTED  
 FR0130  ___________________________________________________________________
 FR0130  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 FR0130  DYNAMIC HT  -        2022.241 (meters)    6634.64  (feet)  COMP
 FR0130  MODELED GRAV-     979,169.8   (mgal)                       NAVD 88
 FR0130
 FR0130  VERT ORDER  -  SECOND    CLASS 0
 FR0130
 FR0130.The horizontal coordinates were scaled from a topographic map and have
 FR0130.an estimated accuracy of +/- 6 seconds.
 FR0130
 FR0130.The orthometric height was determined by differential leveling
 FR0130.and adjusted in June 1991.
 FR0130
 FR0130.The geoid height was determined by GEOID03.
 FR0130
 FR0130.The dynamic height is computed by dividing the NAVD 88
 FR0130.geopotential number by the normal gravity value computed on the
 FR0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0130.degrees latitude (g = 980.6199 gals.).
 FR0130
 FR0130.The modeled gravity was interpolated from observed gravity values.
 FR0130
 FR0130;                    North         East    Units  Estimated Accuracy
 FR0130;SPC AZ C     -   468,760.      176,970.      MT  (+/- 180 meters Scaled)
 FR0130
 FR0130                          SUPERSEDED SURVEY CONTROL
 FR0130
 FR0130  NGVD 29 (??/??/92) 2024.103  (m)         6640.74   (f) ADJ UNCH    2 0
 FR0130
 FR0130.Superseded values are not recommended for survey control.
 FR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0130.See file dsdata.txt to determine how the superseded data were derived.
 FR0130
 FR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD802989(NAD 83)
 FR0130_MARKER: DR = REFERENCE MARK DISK
 FR0130_SETTING: 80 = SET IN A BOULDER
 FR0130_SP_SET: BOULDER
 FR0130_STAMPING: ROD NO 2 1958
 FR0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0130+STABILITY: SURFACE MOTION
 FR0130
 FR0130  HISTORY     - Date     Condition        Report By
 FR0130  HISTORY     - 1958     MONUMENTED       CGS
 FR0130
 FR0130                          STATION DESCRIPTION
 FR0130
 FR0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0130'8.0 MI W FROM WILLIAMS.
 FR0130'8.1 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0130'IN WILLIAMS, THENCE NORTH ON A NARROW GRADED ROAD FOR 0.1 MILE, LEAVE
 FR0130'THE ROAD AND GO NORTHWEST TOWARD A SMALL KNOLL FOR 0.1 MILE TO THE
 FR0130'BASE OF ROCKS AND THE END OF TRUCK TRAVEL, PACK EAST ABOUT 200 FEET TO
 FR0130'THE HIGHEST PART OF THE ROCKS AND THE MARK.  IT IS CEMENTED IN A DRILL
 FR0130'HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0460 ***********************************************************************
 DT0460  DESIGNATION -  ROGERS
 DT0460  PID         -  DT0460
 DT0460  STATE/COUNTY-  AZ/APACHE
 DT0460  USGS QUAD   -  NUTRIOSO (1991)
 DT0460
 DT0460                         *CURRENT SURVEY CONTROL
 DT0460  ___________________________________________________________________
 DT0460* NAD 83(1992)-  33 58 09.16968(N)    109 12 10.16875(W)     ADJUSTED  
 DT0460* NAVD 88     -      2339.878  (meters)    7676.75   (feet)  ADJUSTED  
 DT0460  ___________________________________________________________________
 DT0460  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DT0460  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0460  DYNAMIC HT  -        2336.112 (meters)    7664.39  (feet)  COMP
 DT0460  MODELED GRAV-     978,942.5   (mgal)                       NAVD 88
 DT0460
 DT0460  HORZ ORDER  -  SECOND
 DT0460  VERT ORDER  -  FIRST     CLASS II
 DT0460
 DT0460.The horizontal coordinates were established by classical geodetic methods
 DT0460.and adjusted by the National Geodetic Survey in August 1993.
 DT0460
 DT0460.The orthometric height was determined by differential leveling
 DT0460.and adjusted in June 1991.
 DT0460
 DT0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0460
 DT0460.The geoid height was determined by GEOID03.
 DT0460
 DT0460.The dynamic height is computed by dividing the NAVD 88
 DT0460.geopotential number by the normal gravity value computed on the
 DT0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0460.degrees latitude (g = 980.6199 gals.).
 DT0460
 DT0460.The modeled gravity was interpolated from observed gravity values.
 DT0460
 DT0460;                    North         East     Units Scale Factor Converg.
 DT0460;SPC AZ E     -   329,657.942   302,429.132   MT  0.99999777   +0 32 18.9
 DT0460;SPC AZ E     - 1,081,554.93    992,221.56   iFT  0.99999777   +0 32 18.9
 DT0460;UTM  12      - 3,760,197.729   666,035.407   MT  0.99993985   +1 00 15.8
 DT0460
 DT0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0460!SPC AZ E     -   0.99963630  x   0.99999777  =   0.99963407
 DT0460!UTM  12      -   0.99963630  x   0.99993985  =   0.99957617
 DT0460
 DT0460:                Primary Azimuth Mark                     Grid Az
 DT0460:SPC AZ E     -  COLTER                                   034 20 44.1
 DT0460:UTM  12      -  COLTER                                   033 52 47.2
 DT0460
 DT0460|---------------------------------------------------------------------|
 DT0460| PID    Reference Object                     Distance      Geod. Az  |
 DT0460|                                                           dddmmss.s |
 DT0460| DT0719 COLTER                              APPROX. 2.3 KM 0345303.0 |
 DT0460| CD2622 ROGERS RM 1                           8.033 METERS 03510     |
 DT0460| CD2623 ROGERS RM 2                           8.061 METERS 21515     |
 DT0460|---------------------------------------------------------------------|
 DT0460
 DT0460                          SUPERSEDED SURVEY CONTROL
 DT0460
 DT0460  NAD 83(1986)-  33 58 09.16837(N)    109 12 10.17289(W) AD(       ) 2
 DT0460  NAD 27      -  33 58 08.98995(N)    109 12 07.87961(W) AD(       ) 2
 DT0460  NGVD 29 (07/19/86) 2339.0    (m)         7674.     (f) VERT ANG    3  
 DT0460
 DT0460.Superseded values are not recommended for survey control.
 DT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0460.See file dsdata.txt to determine how the superseded data were derived.
 DT0460
 DT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6603560198(NAD 83)
 DT0460_MARKER: DS = TRIANGULATION STATION DISK
 DT0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0460_SP_SET: CONCRETE POST
 DT0460_STAMPING: ROGERS 1978
 DT0460_PROJECTION: PROJECTING 8 CENTIMETERS
 DT0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0460+STABILITY: SURFACE MOTION
 DT0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0460+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0460
 DT0460  HISTORY     - Date     Condition        Report By
 DT0460  HISTORY     - 1978     MONUMENTED       AZDT
 DT0460  HISTORY     - 1980     GOOD             NGS
 DT0460  HISTORY     - 20050729 GOOD             USPSQD
 DT0460
 DT0460                          STATION DESCRIPTION
 DT0460
 DT0460'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0460'THE STATION IS ABOUT 12 MILES SOUTHEAST OF SPRINGERVILLE AND
 DT0460'1.25 MILES EAST NORTHEAST OF NUTRIOSO ALONG THE WEST SIDE OF
 DT0460'U.S. HWY. 180-666.
 DT0460'
 DT0460'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ROGERS 1978
 DT0460'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 46 FEET WEST
 DT0460'OF HWY. CENTERLINE AND IS MARKED WITH A WITNESS POST AND SIGN 1.8
 DT0460'FEET TO THE WEST.
 DT0460'
 DT0460'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ROGERS
 DT0460'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 46 FEET WEST
 DT0460'OF HWY. CENTERLINE.
 DT0460'
 DT0460'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED ROGERS
 DT0460'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 46 FEET WEST
 DT0460'OF HWY. CENTERLINE.
 DT0460'
 DT0460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND
 DT0460'180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 DT0460'U.S. HWYS. 180-666 15.2 MILES TO MILE POST 415.80 AND THE
 DT0460'STATION ON THE RIGHT (WEST) SIDE OF HWY.
 DT0460'
 DT0460'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DT0460
 DT0460                          STATION RECOVERY (1980)
 DT0460
 DT0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0460'1.9 KM NW FROM NUTRIOSO.
 DT0460'1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE POST
 DT0460'OFFICE IN NUTRIOSO, 0.4 KM (0.25 MI) NORTHWEST OF MILE POST 416,
 DT0460'13.7 METERS (45.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 DT0460'AND 0.8 METER (2.5 FT) NORTHEAST OF A FENCE.
 DT0460'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 DT0460'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DT0460
 DT0460                          STATION RECOVERY (2005)
 DT0460
 DT0460'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0460'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1581 ***********************************************************************
 DU1581  DESIGNATION -  ROLA
 DU1581  PID         -  DU1581
 DU1581  STATE/COUNTY-  AZ/MARICOPA
 DU1581  USGS QUAD   -  TEMPE (1982)
 DU1581
 DU1581                         *CURRENT SURVEY CONTROL
 DU1581  ___________________________________________________________________
 DU1581* NAD 83(1992)-  33 27 48.50577(N)    111 54 01.93430(W)     ADJUSTED  
 DU1581* NAVD 88     -       370.06   (+/-2cm)    1214.1    (feet)  VERTCON   
 DU1581  ___________________________________________________________________
 DU1581  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 DU1581  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU1581  HORZ ORDER  -  FIRST
 DU1581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1581
 DU1581.The horizontal coordinates were established by classical geodetic methods
 DU1581.and adjusted by the National Geodetic Survey in August 1993.
 DU1581
 DU1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1581.The vertical order pertains to the NGVD 29 superseded value.
 DU1581
 DU1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1581
 DU1581.The geoid height was determined by GEOID03.
 DU1581
 DU1581;                    North         East     Units Scale Factor Converg.
 DU1581;SPC AZ C     -   273,149.747   214,859.260   MT  0.99990003   +0 00 32.0
 DU1581;SPC AZ C     -   896,160.59    704,918.83   iFT  0.99990003   +0 00 32.0
 DU1581;UTM  12      - 3,703,032.255   416,316.780   MT  0.99968633   -0 29 47.7
 DU1581
 DU1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1581!SPC AZ C     -   0.99994657  x   0.99990003  =   0.99984660
 DU1581!UTM  12      -   0.99994657  x   0.99968633  =   0.99963291
 DU1581
 DU1581|---------------------------------------------------------------------|
 DU1581| PID    Reference Object                     Distance      Geod. Az  |
 DU1581|                                                           dddmmss.s |
 DU1581| DU1595 ROLA RM 1                            13.811 METERS 00304     |
 DU1581| DU0905 ROLA 2                               25.023 METERS 04125     |
 DU1581| DU1582 ROLA RM 2                            11.617 METERS 17817     |
 DU1581| DU2181 SCOTTSDALE MOTOROLA WATER TANK      318.080 METERS 26306     |
 DU1581| CH5341 ROLA AZ MK                                         3595825.2 |
 DU1581|---------------------------------------------------------------------|
 DU1581
 DU1581                          SUPERSEDED SURVEY CONTROL
 DU1581
 DU1581  NAD 83(1986)-  33 27 48.50018(N)    111 54 01.93826(W) AD(       ) 1
 DU1581  NAD 27      -  33 27 48.34030(N)    111 53 59.41530(W) AD(       ) 1
 DU1581  NGVD 29 (??/??/92)  369.47   (m)         1212.2    (f) COMPUTED    2 0
 DU1581
 DU1581.Superseded values are not recommended for survey control.
 DU1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1581.See file dsdata.txt to determine how the superseded data were derived.
 DU1581
 DU1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1631703032(NAD 83)
 DU1581_MARKER: DE = TRAVERSE STATION DISK
 DU1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU1581
 DU1581  HISTORY     - Date     Condition        Report By
 DU1581  HISTORY     - 1963     MONUMENTED       CGS
 DU1581  HISTORY     - 1966     SEE DESCRIPTION  AZHD
 DU1581  HISTORY     - 20080327 MARK NOT FOUND   GEOCAC
 DU1581
 DU1581                          STATION DESCRIPTION
 DU1581
 DU1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU1581'THE STATION IS LOCATED ALONG THE EAST FENCE LINE OF THE MOTOROLA
 DU1581'PLANT, 0.15 MILE SOUTH OF EAST MC DOWELL ROAD, 3 MILES
 DU1581'SOUTHEAST OF SCOTTSDALE AND ON PROPERTY OF THE MOTOROLA PLANT.
 DU1581'
 DU1581'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE ROAD
 DU1581'AND EAST MC DOWELL ROAD, GO EAST ON EAST MC DOWELL ROAD FOR 1.5
 DU1581'MILES TO THE EAST ENTRANCE TO THE MOTOROLA PLANT, TURN RIGHT
 DU1581'AND GO SOUTH ON THE MACADAM STREET FOR ABOUT 0.1 MILE TO
 DU1581'WHERE THE MACADAM TURNS RIGHT, CONTINUE STRAIGHT AHEAD ON A
 DU1581'DIM GRAVELED ROAD ALONG THE WEST SIDE OF A NORTH AND SOUTH
 DU1581'FENCE LINE FOR ABOUT 150 FEET TO THE STATION AS DESCRIBED.
 DU1581'
 DU1581'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED ROLA 1963,
 DU1581'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1
 DU1581'INCH ABOVE THE GROUND SURFACE.  IT IS 3.1 FEET WEST OF A
 DU1581'STANDARD METAL WITNESS POST AND MARKER, 3.5 FEET WEST OF A
 DU1581'NORTH AND SOUTH FENCE LINE AND 36.5 FEET SOUTHEAST OF A
 DU1581'POWERLINE POLE.
 DU1581'
 DU1581'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROLA NO 1 1963, SET
 DU1581'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 DU1581'ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET WEST OF THE NORTH AND
 DU1581'SOUTH FENCE LINE, 45.7 FEET NORTH OF THE WITNESS POST AND 42.0
 DU1581'FEET NORTHEAST OF THE POWER LINE POLE.
 DU1581'
 DU1581'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROLA NO 2 1963,
 DU1581'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 DU1581'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET WEST OF THE
 DU1581'NORTH AND SOUTH FENCE LINE AND 38.0 FEET SOUTH OF THE WITNESS
 DU1581'POST.
 DU1581'
 DU1581'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROLA 1963,
 DU1581'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CURB OF HUBBELL
 DU1581'STREET AND GRANITE ROAD (84TH STREET).  IT IS 26.0 FEET WEST OF
 DU1581'THE CENTERLINE OF GRANITE ROAD, 30.0 FEET NORTH OF THE
 DU1581'CENTERLINE OF HUBBELL STREET, 37.0 FEET SOUTHEAST OF THE
 DU1581'SOUTHEAST CORNER OF A YELLOW CINDERBLOCK HOUSE AND 39.5 FEET
 DU1581'NORTHWEST OF THE CENTER OF THE INTERSECTION.
 DU1581'
 DU1581'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 DU1581'GRAVELED AND MACADAM ROAD FOR 0.15 MILE TO EAST MC DOWELL ROAD,
 DU1581'CONTINUE NORTH ON GRANITE ROAD AND 84 TH STREET FOR 0.2 MILE
 DU1581'TO THE INTERSECTION OF GRANITE ROAD AND HUBBELL STREET AND
 DU1581'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST CURB OF THE
 DU1581'INTERSECTION.
 DU1581'
 DU1581'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 DU1581
 DU1581                          STATION RECOVERY (1966)
 DU1581
 DU1581'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DU1581'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 DU1581'WERE DESTROYED AND A NEW STATION MARK ROLA 2, REFERENCE MARK
 DU1581'ROLA 2 1 1966 AND REFERENCE MARK ROLA 2 2 1966 WERE ESTABLISHED.
 DU1581'
 DU1581'THE ORIGINAL AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND
 DU1581'IN GOOD CONDITION.  THIS MARK WAS USED FOR THE NEW STATION.
 DU1581
 DU1581                          STATION RECOVERY (2008)
 DU1581
 DU1581'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1895 ***********************************************************************
 CZ1895  DESIGNATION -  ROLA
 CZ1895  PID         -  CZ1895
 CZ1895  STATE/COUNTY-  AZ/PINAL
 CZ1895  USGS QUAD   -  ORACLE (1988)
 CZ1895
 CZ1895                         *CURRENT SURVEY CONTROL
 CZ1895  ___________________________________________________________________
 CZ1895* NAD 83(1992)-  32 36 18.87311(N)    110 51 30.82797(W)     ADJUSTED  
 CZ1895* NAVD 88     -      1182.8    (meters)    3881.     (feet)  VERTCON   
 CZ1895  ___________________________________________________________________
 CZ1895  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 CZ1895  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CZ1895  HORZ ORDER  -  SECOND
 CZ1895
 CZ1895.The horizontal coordinates were established by classical geodetic methods
 CZ1895.and adjusted by the National Geodetic Survey in August 1993.
 CZ1895
 CZ1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1895
 CZ1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1895
 CZ1895.The geoid height was determined by GEOID03.
 CZ1895
 CZ1895;                    North         East     Units Scale Factor Converg.
 CZ1895;SPC AZ C     -   178,471.115   312,673.605   MT  1.00002158   +0 34 12.7
 CZ1895;SPC AZ C     -   585,535.15  1,025,832.04   iFT  1.00002158   +0 34 12.7
 CZ1895;UTM  12      - 3,607,534.302   513,270.954   MT  0.99960217   +0 04 34.4
 CZ1895
 CZ1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1895!SPC AZ C     -   0.99981876  x   1.00002158  =   0.99984033
 CZ1895!UTM  12      -   0.99981876  x   0.99960217  =   0.99942100
 CZ1895
 CZ1895|---------------------------------------------------------------------|
 CZ1895| PID    Reference Object                     Distance      Geod. Az  |
 CZ1895|                                                           dddmmss.s |
 CZ1895| CC8136 ROLA RM 1                            10.156 METERS 07054     |
 CZ1895| CZ1894 ALTO                                APPROX. 6.7 KM 0733530.2 |
 CZ1895| CC8137 ROLA RM 2                            10.042 METERS 25058     |
 CZ1895|---------------------------------------------------------------------|
 CZ1895
 CZ1895                          SUPERSEDED SURVEY CONTROL
 CZ1895
 CZ1895  NAD 83(1986)-  32 36 18.87043(N)    110 51 30.82370(W) AD(       ) 2
 CZ1895  NAD 27      -  32 36 18.61251(N)    110 51 28.45809(W) AD(       ) 2
 CZ1895  NGVD 29 (07/19/86) 1182.1    (m)         3878.     (f) VERT ANG    3  
 CZ1895
 CZ1895.Superseded values are not recommended for survey control.
 CZ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1895.See file dsdata.txt to determine how the superseded data were derived.
 CZ1895
 CZ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1327107534(NAD 83)
 CZ1895_MARKER: DS = TRIANGULATION STATION DISK
 CZ1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1895+STABILITY: SURFACE MOTION
 CZ1895
 CZ1895  HISTORY     - Date     Condition        Report By
 CZ1895  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1895  HISTORY     - 1983     GOOD             AZDT
 CZ1895
 CZ1895                          STATION DESCRIPTION
 CZ1895
 CZ1895'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1895'THE STATION IS ABOUT 5.5 MILES WEST SOUTHWEST OF ORACLE, 5.5
 CZ1895'MILES EAST NORTHEAST OF ORACLE JUNCTION ON SOUTH SIDE OF STATE
 CZ1895'ROUTE 77 AND LOCATED ON HIGHEST POINT OF A HIGHWAY CUT ON SOUTH
 CZ1895'SIDE OF R/W FENCELINE.
 CZ1895'
 CZ1895'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED ROLA 1977
 CZ1895'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.3
 CZ1895'FEET.  THE STATION IS 96 FEET SOUTH OF R/W FENCELINE WHICH IS
 CZ1895'CENTERLINE OF NEW HWY. 77, 34 FEET SOUTH OF BREAK IN CUTBANK FOR
 CZ1895'NEW HWY. 77, 69 FEET NORTH OF FIRE LANE AND ON HIGHEST POINT OF
 CZ1895'CUT MARKED WITH A WITNESS POST AND SIGN 3 FEET TO THE SOUTH.
 CZ1895'
 CZ1895'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED ROLA RM
 CZ1895'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1895'PROJECTING 0.5 FEET.  THE MARK IS 50 FEET SOUTH OF CUT BREAK,
 CZ1895'69 FEET NORTH OF FIRE LANE AND 96 FEET SOUTH OF CENTERLINE
 CZ1895'OF NEW HWY. 77.
 CZ1895'
 CZ1895'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED ROLA
 CZ1895'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1895'PROJECTING 0.3 FEET.  THE MARK IS 43 FEET SOUTH OF CUT BREAK,
 CZ1895'69 FEET NORTH OF FIRE LANE AND 96 FEET SOUTH OF CENTERLINE OF
 CZ1895'NEW HWY. 77.
 CZ1895'
 CZ1895'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 80-89
 CZ1895'AND STATE HWY. 77 AT ORACLE JUNCTION, GO EAST NORTHEAST ON HWY. 77
 CZ1895'TO MILE POST 96.61 TO ROAD ON RIGHT.  TURN RIGHT ON ROAD TO
 CZ1895'MOTOROLA INSTITUTE FOR 100 FEET TO FIRE LANE, TURN LEFT ON FIRE
 CZ1895'LANE AND GO 0.16 MILE TO HIGHEST POINT ABOVE HWY. CUT AND
 CZ1895'STATION ON LEFT.
 CZ1895'
 CZ1895'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1895
 CZ1895                          STATION RECOVERY (1983)
 CZ1895
 CZ1895'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1895'THE STATION WAS RECOVERED AS DESCRIBED IN 1977.  THE ROUTE TO THE
 CZ1895'STATION IS ADEQUITE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0905 ***********************************************************************
 DU0905  DESIGNATION -  ROLA 2
 DU0905  PID         -  DU0905
 DU0905  STATE/COUNTY-  AZ/MARICOPA
 DU0905  USGS QUAD   -  TEMPE (1982)
 DU0905
 DU0905                         *CURRENT SURVEY CONTROL
 DU0905  ___________________________________________________________________
 DU0905* NAD 83(1992)-  33 27 49.11483(N)    111 54 01.29321(W)     NO CHECK  
 DU0905* NAVD 88     -       370.01   (+/-2cm)    1213.9    (feet)  VERTCON   
 DU0905  ___________________________________________________________________
 DU0905  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 DU0905  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0905  HORZ ORDER  -  THIRD
 DU0905  VERT ORDER  -  THIRD (See Below)
 DU0905
 DU0905.The horizontal coordinates were established by classical geodetic methods
 DU0905.and adjusted by the National Geodetic Survey in August 1993.
 DU0905.No horizontal observational check was made to the station.
 DU0905
 DU0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0905.The vertical order pertains to the NGVD 29 superseded value.
 DU0905
 DU0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0905
 DU0905.The geoid height was determined by GEOID03.
 DU0905
 DU0905;                    North         East     Units Scale Factor Converg.
 DU0905;SPC AZ C     -   273,168.512   214,875.811   MT  0.99990003   +0 00 32.4
 DU0905;SPC AZ C     -   896,222.15    704,973.13   iFT  0.99990003   +0 00 32.4
 DU0905;UTM  12      - 3,703,050.869   416,333.492   MT  0.99968630   -0 29 47.4
 DU0905
 DU0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0905!SPC AZ C     -   0.99994658  x   0.99990003  =   0.99984661
 DU0905!UTM  12      -   0.99994658  x   0.99968630  =   0.99963289
 DU0905
 DU0905|---------------------------------------------------------------------|
 DU0905| PID    Reference Object                     Distance      Geod. Az  |
 DU0905|                                                           dddmmss.s |
 DU0905| DU0904 ROLA 2 RM 2                          14.110 METERS 18141     |
 DU0905| DU1581 ROLA                                 25.023 METERS 22125     |
 DU0905| DU2181 SCOTTSDALE MOTOROLA WATER TANK      337.178 METERS 26017     |
 DU0905| DU0907 ROLA 2 RM 3                           8.381 METERS 28750     |
 DU0905| CH5341 ROLA AZ MK                                         3583135.8 |
 DU0905|---------------------------------------------------------------------|
 DU0905
 DU0905                          SUPERSEDED SURVEY CONTROL
 DU0905
 DU0905  NAD 83(1986)-  33 27 49.10924(N)    111 54 01.29719(W) AD(       ) 3
 DU0905  NAD 27      -  33 27 48.94932(N)    111 53 58.77419(W) AD(       ) 3
 DU0905  NGVD 29 (??/??/??)  369.42   (m)         1212.0    (f) RESET       3  
 DU0905
 DU0905.Superseded values are not recommended for survey control.
 DU0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0905.See file dsdata.txt to determine how the superseded data were derived.
 DU0905
 DU0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1633303051(NAD 83)
 DU0905_MARKER: DS = TRIANGULATION STATION DISK
 DU0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0905_STAMPING: ROLA 2 BM RESET 1966
 DU0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0905+STABILITY: SURFACE MOTION
 DU0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0905+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2007
 DU0905
 DU0905  HISTORY     - Date     Condition        Report By
 DU0905  HISTORY     - 1966     MONUMENTED       AZHD
 DU0905  HISTORY     - 1971     GOOD             NGS
 DU0905  HISTORY     - 1971     GOOD             NGS
 DU0905  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DU0905  HISTORY     - 20040325 GOOD             USPSQD
 DU0905  HISTORY     - 20060501 GOOD             USPSQD
 DU0905  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0905  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0905  HISTORY     - 20070124 GOOD             USPSQD
 DU0905  HISTORY     - 20070126 POOR             GEOCAC
 DU0905
 DU0905                          STATION DESCRIPTION
 DU0905
 DU0905'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 DU0905'THE STATION IS LOCATED ALONG THE EAST FENCE LINE OF THE MOTOROLA
 DU0905'PLANT, 0.15 MILE SOUTH OF EAST MC DOWELL ROAD, 3 MILES SOUTHEAST
 DU0905'OF SCOTTSDALE AND ON PROPERTY OF THE MOTOROLA PLANT.
 DU0905'
 DU0905'TO REACH FROM THE INTERSECTION OF MC DOWELL ROAD AND SCOTTSDALE
 DU0905'ROAD, GO EAST ON MC DOWELL ROAD FOR 1.5 MILES TO THE EAST
 DU0905'ENTRANCE (GRANITE ROAD) OF THE MOTOROLA PLANT, TURN RIGHT,
 DU0905'SOUTH AND GO ABOUT 0.2 MILE TO THE TURN IN TO MOTOROLA.
 DU0905'
 DU0905'THE STATION MARK IS A STANDARD DISK STAMPED ROLA 2 BM RESET
 DU0905'1966 SET IN A 10-INCH DIAMETER CONCRETE BLOCK PROJECTING 1-INCH.
 DU0905'IT IS LOCATED 10 FEET EAST OF THE EAST CURB AND 103 FEET NORTH
 DU0905'OF THE MOTOROLA ENTRANCE.  IT IS 3 FEET EAST OF A STANDARD
 DU0905'METAL WITNESS POST.
 DU0905'
 DU0905'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED ROLA
 DU0905'2 1 1966, SET IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING
 DU0905'1-INCH.
 DU0905'
 DU0905'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED ROLA
 DU0905'2 2 1966, SET IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING
 DU0905'1-INCH.
 DU0905'
 DU0905'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED ROLA
 DU0905'1963, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CURB OF HUBBELL
 DU0905'STREET AND GRANITE ROAD (84TH STREET).  IT IS 26.0 FEET WEST
 DU0905'OF THE CENTER LINE OF GRANITE ROAD, 30.0 FEET NORTH OF THE
 DU0905'CENTER LINE OF HUBBELL STREET, 37.0 FEET SOUTHEAST OF THE
 DU0905'SOUTHEAST CORNER OF A YELLOW CINDER BLOCK HOUSE AND 39.5 FEET
 DU0905'NORTHWEST OF THE CENTER OF THE INTERSECTION.
 DU0905'
 DU0905'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 DU0905'GRAVELED AND MACADAM ROAD FOR 0.15 MILE TO EAST MC DOWELL
 DU0905'ROAD, CONTINUE NORTH ON GRANITE ROAD AND 84TH STREET FOR 0.2
 DU0905'MILE TO THE INTERSECTION OF GRANITE ROAD AND HUBBELL STREET
 DU0905'AND THE AZIMUTH MARK LOCATED ON THE NORTHWEST CURB OF THE
 DU0905'INTERSECTION.
 DU0905
 DU0905                          STATION RECOVERY (1971)
 DU0905
 DU0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU0905'THE STATION MARK, ROLA 2 RM 2 AND THE 1963 AZIMUTH MARK WERE
 DU0905'RECOVERED AND FOUND IN GOOD CONDITION.  ROLA 2 RM 1 WAS
 DU0905'DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DU0905'
 DU0905'THE STATION MARK IS A STANDARD DISK STAMPED, ROLA 2 1966 BM
 DU0905'RESET.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 DU0905'WHICH PROJECTS 4 INCHES.  IT IS 26 FEET EAST OF THE EAST CURB
 DU0905'OF GRANITE REEF ROAD, 5 FEET SOUTHWEST OF A 12 INCH CORNER
 DU0905'POST AND WITNESS SIGN AND 4 FEET NORTHWEST OF A LONG CONCRETE
 DU0905'SLAB WHICH WAS FORMERLY A FEEDING PEN.
 DU0905'
 DU0905'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, ROLA 2 NO 2 1966.
 DU0905'IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DU0905'PROJECTS 2 INCHES.  IT IS 50 FEET SOUTH OF THE WITNESS SIGN,
 DU0905'23 FEET EAST OF THE EAST CURB AND 2-1/2 FEET WEST OF THE
 DU0905'CONCRETE SLAB.
 DU0905'
 DU0905'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ROLA 2 NO 3 1966
 DU0905'1971.  IT IS SET IN A DRILL HOLE IN THE EAST CURB OF GRANITE
 DU0905'REEF ROAD.  IT IS ON LINE WITH THE NORTH WALL OF THE POWER
 DU0905'SUB-STATION.  IT IS 30 FEET WEST OF THE WITNESS SIGN AND 21
 DU0905'FEET EAST OF THE CENTER LINE OF GRANITE REEF ROAD.
 DU0905'
 DU0905'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, ROLA 1963.  IT IS
 DU0905'SET IN A DRILL HOLE IN THE CURB AT THE NORTHWEST INTERSECTION
 DU0905'OF EAST HUBBELL STREET.  24 FEET SOUTHEAST OF THE SOUTHEAST
 DU0905'CORNER OF THE HOME AT 8348 EAST HUBBELL STREET AND 9 FEET
 DU0905'SOUTHEAST OF A FIRE HYDRANT.  THE MARK IS 0.2 MILE NORTH OF
 DU0905'EAST MC DOWELL ROAD.
 DU0905'
 DU0905'TO REACH THE STATION FROM THE INTERSECTION OF SCOTTSDALE ROAD
 DU0905'AND EAST MC DOWELL ROAD IN SCOTTSDALE GO EAST ALONG EAST
 DU0905'MC DOWELL ROAD FOR 1.5 MILES TO GRANITE REEF ROAD.  TURN RIGHT
 DU0905'AND GO SOUTH FOR ABOUT 0.2 MILE TO THE STATION ON THE LEFT.
 DU0905'
 DU0905'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0905'
 DU0905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DU0905'SOUTHEAST OF SCOTTSDALE.
 DU0905
 DU0905                          STATION RECOVERY (1971)
 DU0905
 DU0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU0905'2.0 MI E FROM SCOTTSDALE.
 DU0905'0.2 MILE SOUTH ALONG GRANITE REEF ROAD FROM THE INTERSECTION OF
 DU0905'GRANITE REEF ROAD AND EAST MCDOWELL ROAD IN SCOTTSDALE.  26 FEET EAST
 DU0905'OF THE EAST CURB OF GRANITE REEF ROAD, 5 FEET SOUTHWEST OF A 12 INCH
 DU0905'CORNER POST AND WITNESS SIGN, 46 1/4 FEET SOUTH OF REFERENCE MARK 2
 DU0905'AND 27 1/2 FEET EAST-SOUTHEAST OF REFERENCE MARK 3.  THE MARK IS SET
 DU0905'IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 DU0905'INCHES.
 DU0905
 DU0905                          STATION RECOVERY (1974)
 DU0905
 DU0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU0905'REFERENCE MARKS 2 AND 3 AND THE 1963 AZIMUTH MARK WERE
 DU0905'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1971.  THE
 DU0905'STATION MARK WAS FOUND BROKEN OFF ABOUT 1 FOOT BELOW THE
 DU0905'GROUND SURFACE.  A NEW STATION MARK WAS SET OVER THE UNDERGROUND
 DU0905'STATION AT THIS TIME.  THE OLD DISK WAS USED AND 1974 WAS
 DU0905'ADDED TO THE STAMPING.  A NEW WITNESS POST WAS SET 1 FOOT
 DU0905'NORTHWEST OF THE STATION.
 DU0905'
 DU0905'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0905'
 DU0905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DU0905'SOUTHEAST OF SCOTTSDALE.
 DU0905
 DU0905                          STATION RECOVERY (2004)
 DU0905
 DU0905'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0905'RECOVERED  AS DESCRIBED. THIS IS NEW MARK, REPLACING THE OLD DAMAGED
 DU0905'MARK
 DU0905
 DU0905                          STATION RECOVERY (2006)
 DU0905
 DU0905'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DU0905'RECOVERED AS DESCRIBED.
 DU0905
 DU0905                          STATION RECOVERY (2006)
 DU0905
 DU0905'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0905'THE REMAINS OF MARKING TAPE FOR AERIAL SURVEY WAS FOUND, BUT NO
 DU0905'SURFACE MARK LOCATED.
 DU0905
 DU0905                          STATION RECOVERY (2006)
 DU0905
 DU0905'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0905'NO EVIDENCE OF THE MARK FOUND AT THE DESCRIBED LOCATION.
 DU0905
 DU0905                          STATION RECOVERY (2007)
 DU0905
 DU0905'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0905'RECOVERED AS DESCRIBED. THE MARK WAS COMPLETELY READABLE.
 DU0905
 DU0905                          STATION RECOVERY (2007)
 DU0905
 DU0905'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU0905'RECOVERED STATION MARK IN POOR CONDITION, REFERENCE MARK 3 IN GOOD
 DU0905'CONDITION, AND DID NOT FIND REFERENCE MARK 2 OR THE AZIMUTH MARK AS
 DU0905'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DU0905' 
 DU0905'A 2 TO 3 FOOT BERM OF DIRT IS NOW COVERING THE STATION AND REFERENCE
 DU0905'MARK 2 AREA, THE STATION CONCRETE MONUMENT WAS FOUND 2.2 FEET BELOW
 DU0905'THE SURFACE ALONG WITH THE BASE OF THE WITNESS POST, HOWEVER THE DISK
 DU0905'IS NO LONGER ATTACHED TO THE MONUMENT (THE IMPRINT OF THE DISK IS IN
 DU0905'THE CENTER OF THE MONUMENT).
 DU0905' 
 DU0905'A 2.7 FOOT HOLE WAS DUG IN THE AREA OF RM 2 INDICATED BY THE DISTANCE
 DU0905'FROM THE STATION MARK AND RM 3, BUT THE MARK AND MONUMENT WERE NOT
 DU0905'DETECTED. THE MARK MAY STILL BE BURIED UNDER THE BERM AS THE DISTANCES
 DU0905'TO RM 2 IN THE DATASHEET FROM THE STATION, RM 3, AND THE CURB DO NOT
 DU0905'ALIGN IN ONE SPOT.
 DU0905' 
 DU0905'THERE IS NO LONGER A WITNESS POST IN THE AREA, AND THE MOTOROLA PLANT
 DU0905'IS NOW OWNED BY GENERAL DYNAMICS.
 DU0905' 
 DU0905'THE CURBING AT NORTHWEST CORNER OF THE INTERSECTION OF GRANITE REEF
 DU0905'ROAD AND HUBBLE STREET THAT IS SOUTHEAST OF THE FIRE HYDRANT HAS BEEN
 DU0905'RECONSTRUCTED SO IT IS LEVEL WITH THE STREET. THERE IS NO EVIDENCE OF
 DU0905'THE AZIMUTH MARK IN THE CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0906 ***********************************************************************
 DU0906  DESIGNATION -  ROLA 2 RM 1
 DU0906  PID         -  DU0906
 DU0906  STATE/COUNTY-  AZ/MARICOPA
 DU0906  USGS QUAD   -  TEMPE (1982)
 DU0906
 DU0906                         *CURRENT SURVEY CONTROL
 DU0906  ___________________________________________________________________
 DU0906* NAD 83(1986)-  33 27 44.     (N)    111 54 01.     (W)     SCALED    
 DU0906* NAVD 88     -       370.06   (+/-2cm)    1214.1    (feet)  VERTCON   
 DU0906  ___________________________________________________________________
 DU0906  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0906  VERT ORDER  -  THIRD (See Below)
 DU0906
 DU0906.The horizontal coordinates were scaled from a topographic map and have
 DU0906.an estimated accuracy of +/- 6 seconds.
 DU0906
 DU0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0906.The vertical order pertains to the NGVD 29 superseded value.
 DU0906
 DU0906.The geoid height was determined by GEOID03.
 DU0906
 DU0906;                    North         East    Units  Estimated Accuracy
 DU0906;SPC AZ C     -   273,010.      214,880.      MT  (+/- 180 meters Scaled)
 DU0906
 DU0906                          SUPERSEDED SURVEY CONTROL
 DU0906
 DU0906  NGVD 29 (??/??/??)  369.46   (m)         1212.1    (f) RESET       3  
 DU0906
 DU0906.Superseded values are not recommended for survey control.
 DU0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0906.See file dsdata.txt to determine how the superseded data were derived.
 DU0906
 DU0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC163028(NAD 83)
 DU0906_MARKER: DR = REFERENCE MARK DISK
 DU0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0906_STAMPING: ROLA 2 NO. 1 1966
 DU0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0906+STABILITY: SURFACE MOTION
 DU0906
 DU0906  HISTORY     - Date     Condition        Report By
 DU0906  HISTORY     - 1966     MONUMENTED       CGS
 DU0906  HISTORY     - 1971     POOR             NGS
 DU0906  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0906
 DU0906                          STATION DESCRIPTION
 DU0906
 DU0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DU0906'0.2 MI S FROM SCOTTSDALE.
 DU0906'ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF MCDOWELL ROAD AND GRANITE
 DU0906'REEF ROAD IN SCOTTSDALE, 136 FEET NORTH OF THE MOTOROLA TRUCK ENTRANCE
 DU0906'ROAD, 10 FEET EAST OF THE CURB, 33.665 FEET NORTH OF THE STATION, SET
 DU0906'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DU0906
 DU0906                          STATION RECOVERY (1971)
 DU0906
 DU0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU0906'MARK RECOVERED IN POOR CONDITION.
 DU0906
 DU0906                          STATION RECOVERY (2006)
 DU0906
 DU0906'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0904 ***********************************************************************
 DU0904  DESIGNATION -  ROLA 2 RM 2
 DU0904  PID         -  DU0904
 DU0904  STATE/COUNTY-  AZ/MARICOPA
 DU0904  USGS QUAD   -  TEMPE (1982)
 DU0904
 DU0904                         *CURRENT SURVEY CONTROL
 DU0904  ___________________________________________________________________
 DU0904* NAD 83(1986)-  33 27 48.     (N)    111 54 01.     (W)     SCALED    
 DU0904* NAVD 88     -       369.82   (+/-2cm)    1213.3    (feet)  VERTCON   
 DU0904  ___________________________________________________________________
 DU0904  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0904  VERT ORDER  -  THIRD (See Below)
 DU0904
 DU0904.The horizontal coordinates were scaled from a topographic map and have
 DU0904.an estimated accuracy of +/- 6 seconds.
 DU0904
 DU0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0904.The vertical order pertains to the NGVD 29 superseded value.
 DU0904
 DU0904.The geoid height was determined by GEOID03.
 DU0904
 DU0904;                    North         East    Units  Estimated Accuracy
 DU0904;SPC AZ C     -   273,130.      214,880.      MT  (+/- 180 meters Scaled)
 DU0904
 DU0904                          SUPERSEDED SURVEY CONTROL
 DU0904
 DU0904  NGVD 29 (??/??/??)  369.23   (m)         1211.4    (f) RESET       3  
 DU0904
 DU0904.Superseded values are not recommended for survey control.
 DU0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0904.See file dsdata.txt to determine how the superseded data were derived.
 DU0904
 DU0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC163030(NAD 83)
 DU0904_MARKER: DR = REFERENCE MARK DISK
 DU0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0904_STAMPING: ROLA 2 NO 2 1966
 DU0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0904+STABILITY: SURFACE MOTION
 DU0904
 DU0904  HISTORY     - Date     Condition        Report By
 DU0904  HISTORY     - 1966     MONUMENTED       CGS
 DU0904  HISTORY     - 1971     GOOD             NGS
 DU0904  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0904  HISTORY     - 20070126 MARK NOT FOUND   GEOCAC
 DU0904
 DU0904                          STATION DESCRIPTION
 DU0904
 DU0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0904'2.0 MI E FROM SCOTTSDALE.
 DU0904'0.2 MILE SOUTH ALONG GRANITE REEF ROAD FROM THE INTERSECTION OF
 DU0904'GRANITE REEF ROAD AND EAST MCDOWELL ROAD IN SCOTTSDALE.  50 FEET SOUTH
 DU0904'OF THE WITNESS SIGN, 46 1/4 FEET SOUTH OF THE STATION, 60 FEET
 DU0904'NORTHWEST OF REFERENCE MARK 3 AND 2 1/2 FEET WEST OF A LONG CONCRETE
 DU0904'SLAB.  THE MARK IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 DU0904'PROJECTS ABOUT 2 INCHES.
 DU0904
 DU0904                          STATION RECOVERY (2006)
 DU0904
 DU0904'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0904'MARK NOT FOUND.
 DU0904
 DU0904                          STATION RECOVERY (2007)
 DU0904
 DU0904'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU0904'DID NOT FIND THE MARK. A 2 TO 3 FOOT BERM OF DIRT IS NOW COVERING THE
 DU0904'STATION AREA AND THE CONCRETE SLAB AREA, THERE IS NO WITNESS POST IN
 DU0904'THE AREA.
 DU0904' 
 DU0904'A 2.7 FOOT HOLE WAS DUG IN THE AREA OF RM 2 INDICATED BY THE DISTANCE
 DU0904'FROM THE STATION MARK AND RM 3, BUT THE MARK AND MONUMENT WERE NOT
 DU0904'DETECTED. THE MARK MAY STILL BE BURIED UNDER THE BERM AS THE DISTANCES
 DU0904'TO RM 2 IN THE DATASHEET FROM THE STATION, RM 3 AND THE CURB DO NOT
 DU0904'ALIGN IN ONE SPOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0907 ***********************************************************************
 DU0907  DESIGNATION -  ROLA 2 RM 3
 DU0907  PID         -  DU0907
 DU0907  STATE/COUNTY-  AZ/MARICOPA
 DU0907  USGS QUAD   -  TEMPE (1982)
 DU0907
 DU0907                         *CURRENT SURVEY CONTROL
 DU0907  ___________________________________________________________________
 DU0907* NAD 83(1986)-  33 27 48.     (N)    111 54 01.     (W)     SCALED    
 DU0907* NAVD 88     -       369.80   (+/-2cm)    1213.3    (feet)  VERTCON   
 DU0907  ___________________________________________________________________
 DU0907  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0907  VERT ORDER  -  THIRD (See Below)
 DU0907
 DU0907.The horizontal coordinates were scaled from a topographic map and have
 DU0907.an estimated accuracy of +/- 6 seconds.
 DU0907
 DU0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0907.The vertical order pertains to the NGVD 29 superseded value.
 DU0907
 DU0907.The geoid height was determined by GEOID03.
 DU0907
 DU0907;                    North         East    Units  Estimated Accuracy
 DU0907;SPC AZ C     -   273,130.      214,880.      MT  (+/- 180 meters Scaled)
 DU0907
 DU0907                          SUPERSEDED SURVEY CONTROL
 DU0907
 DU0907  NGVD 29 (03/28/06)  369.21   (m)         1211.3    (f) RESET       3  
 DU0907
 DU0907.Superseded values are not recommended for survey control.
 DU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0907.See file dsdata.txt to determine how the superseded data were derived.
 DU0907
 DU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC163030(NAD 83)
 DU0907_MARKER: DR = REFERENCE MARK DISK
 DU0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0907_SP_SET: CURB
 DU0907_STAMPING: ROLA 2 NO 3 1966 1971
 DU0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0907
 DU0907  HISTORY     - Date     Condition        Report By
 DU0907  HISTORY     - 1971     MONUMENTED       NGS
 DU0907  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0907  HISTORY     - 20070126 GOOD             GEOCAC
 DU0907
 DU0907                          STATION DESCRIPTION
 DU0907
 DU0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DU0907'2.0 MI E FROM SCOTTSDALE.
 DU0907'0.2 MILE SOUTH ALONG GRANITE REEF ROAD FROM THE INTERSECTION OF
 DU0907'GRANITE REEF ROAD AND EAST MCDOWELL ROAD IN SCOTTSDALE, IT IS SET IN A
 DU0907'DRILL HOLE IN THE EAST CURB OF GRANITE REEF ROAD ON LINE WITH THE
 DU0907'NORTH WALL OF A POWER SUB STATION WHICH IS ACROSS THE STREET.  27 1/2
 DU0907'FEET NORTHWEST OF THE STATION AND 60 FEET NORTHWEST OF REFERENCE MARK
 DU0907'2.
 DU0907
 DU0907                          STATION RECOVERY (2006)
 DU0907
 DU0907'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0907'MARK NOT FOUND.
 DU0907
 DU0907                          STATION RECOVERY (2007)
 DU0907
 DU0907'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU0907'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED WITH HANDHELD
 DU0907'COORDINATES
 DU0907'33 27 49.2 (N)   111 54 01.6 (W)  (NAD 83).
 DU0907' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0453 ***********************************************************************
 CZ0453  DESIGNATION -  ROLL
 CZ0453  PID         -  CZ0453
 CZ0453  STATE/COUNTY-  AZ/PINAL
 CZ0453  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0453
 CZ0453                         *CURRENT SURVEY CONTROL
 CZ0453  ___________________________________________________________________
 CZ0453* NAD 83(1992)-  32 38 10.36104(N)    111 00 33.16792(W)     ADJUSTED  
 CZ0453* NAVD 88     -      1035.57   (+/-2cm)    3397.5    (feet)  VERTCON   
 CZ0453  ___________________________________________________________________
 CZ0453  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CZ0453  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CZ0453  HORZ ORDER  -  SECOND
 CZ0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0453
 CZ0453.The horizontal coordinates were established by classical geodetic methods
 CZ0453.and adjusted by the National Geodetic Survey in August 1993.
 CZ0453
 CZ0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0453.The vertical order pertains to the NGVD 29 superseded value.
 CZ0453
 CZ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0453
 CZ0453.The geoid height was determined by GEOID03.
 CZ0453
 CZ0453;                    North         East     Units Scale Factor Converg.
 CZ0453;SPC AZ C     -   181,774.621   298,503.729   MT  0.99998936   +0 29 21.9
 CZ0453;SPC AZ C     -   596,373.43    979,342.94   iFT  0.99998936   +0 29 21.9
 CZ0453;UTM  12      - 3,610,958.517   499,135.816   MT  0.99960001   -0 00 17.9
 CZ0453
 CZ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0453!SPC AZ C     -   0.99984192  x   0.99998936  =   0.99983128
 CZ0453!UTM  12      -   0.99984192  x   0.99960001  =   0.99944200
 CZ0453
 CZ0453|---------------------------------------------------------------------|
 CZ0453| PID    Reference Object                     Distance      Geod. Az  |
 CZ0453|                                                           dddmmss.s |
 CZ0453| CZ0452 ROLL RM 1                            13.980 METERS 05035     |
 CZ0453| CZ0451 ROLL AZ MK RESET                                   3142915.2 |
 CZ0453| CH5344 ROLL RM 2 RESET                      16.988 METERS 31557     |
 CZ0453| CH5342 ROLL AZ MK                                         3161607.6 |
 CZ0453| CZ0454 ROLL RM 2                            14.643 METERS 33226     |
 CZ0453|---------------------------------------------------------------------|
 CZ0453
 CZ0453                          SUPERSEDED SURVEY CONTROL
 CZ0453
 CZ0453  NAD 83(1986)-  32 38 10.35565(N)    111 00 33.16429(W) AD(       ) 2
 CZ0453  NAD 27      -  32 38 10.09480(N)    111 00 30.77810(W) AD(       ) 2
 CZ0453  NGVD 29 (??/??/92) 1034.879  (m)         3395.27   (f) ADJ UNCH    2 0
 CZ0453
 CZ0453.Superseded values are not recommended for survey control.
 CZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0453.See file dsdata.txt to determine how the superseded data were derived.
 CZ0453
 CZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9913610959(NAD 83)
 CZ0453_MARKER: DS = TRIANGULATION STATION DISK
 CZ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0453_STAMPING: ROLL 1936
 CZ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0453+STABILITY: SURFACE MOTION
 CZ0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0453+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CZ0453
 CZ0453  HISTORY     - Date     Condition        Report By
 CZ0453  HISTORY     - 1936     MONUMENTED       CGS
 CZ0453  HISTORY     - 1962     GOOD             CGS
 CZ0453  HISTORY     - 1962     GOOD             NGS
 CZ0453  HISTORY     - 1968     GOOD             AMS
 CZ0453  HISTORY     - 1977     GOOD             NGS
 CZ0453  HISTORY     - 20030212 GOOD             INDIV
 CZ0453  HISTORY     - 20070127 GOOD             GEOCAC
 CZ0453
 CZ0453                          STATION DESCRIPTION
 CZ0453
 CZ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ0453'THIRTY MILES NORTH OF TUCSON AND 7 MILES NORTH OF ORACLE
 CZ0453'JUNCTION ON THE EAST SIDE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY
 CZ0453'NO. 80, ON THE CREST OF A SMALL RISE COVERED WITH OCATILLA
 CZ0453'AND CACTUS.  THE HIGHWAY IS GRAVEL AT THIS POINT AND THERE
 CZ0453'IS HIGHER GROUND TO THE SOUTH AND WEST OF THE STATION.  THE
 CZ0453'STATION IS 0.7 MILE SOUTH OF A CATTLEGUARD, 0.2 MILE NORTH
 CZ0453'OF A CURVE IN THE HIGHWAY AND 12 PACES NORTHEAST OF THE
 CZ0453'CENTER LINE OF THE HIGHWAY.  MARKED BY STANDARD BRONZE DISKS
 CZ0453'REFERENCE MARK NO. 1, A
 CZ0453'STANDARD BRONZE REFERENCE DISK, IS 28 PACES
 CZ0453'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 13.980 METERS
 CZ0453'(45.87 FEET) FROM STATION.
 CZ0453'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ0453'IS 17 PACES NORTHEAST OF THE CENTER LINE OF THE
 CZ0453'HIGHWAY AND 14.647 METERS (48.05 FEET) FROM STATION.
 CZ0453'THE AZIMUTH MARK, A STANDARD
 CZ0453'BRONZE DISK, IS 14 PACES NORTHEAST OF THE
 CZ0453'CENTER LINE OF THE HIGHWAY, 6 PACES WEST OF THE CENTER
 CZ0453'LINE OF AN OLD ROAD LEADING TO THE NORTH, 0.3 MILE SOUTH OF
 CZ0453'THE CATTLEGUARD MENTIONED ABOVE AND 0.35 MILE FROM
 CZ0453'STATION.
 CZ0453
 CZ0453                          STATION RECOVERY (1962)
 CZ0453
 CZ0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ0453'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CZ0453'RECOVERED IN GOOD CONDITION.  ONLY A PORTION OF THE AZIMUTH
 CZ0453'MARK WAS RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS
 CZ0453'YEAR.  A NEW DESCRIPTION FOR THE STATION FOLLOWS.
 CZ0453'
 CZ0453'THE STATION IS 35 MILES SOUTHEAST OF FLORENCE, 30 MILES NORTH
 CZ0453'OF TUCSON, 14 MILES WEST-NORTHWEST OF ORACLE, 7 MILES NORTHWEST
 CZ0453'OF ORACLE JUNCTION, ON THE SUMMIT OF A LOW HILL ALONG THE
 CZ0453'NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAYS 80 AND 89 AND ABOUT
 CZ0453'10 FEET HIGHER IN ELEVATION THAN THE SURFACE OF THE HIGHWAY.
 CZ0453'
 CZ0453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CZ0453'89 AND STATE HIGHWAYS 77, 789 AT ORACLE JUNCTION, ABOUT 23
 CZ0453'MILES NORTH OF TUCSON, DRIVE NORTHWEST ON U.S. HIGHWAYS
 CZ0453'80, 89 AND STATE HIGHWAY 789 FOR 6.75 MILES TO A SIDE ROAD
 CZ0453'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE HIGHWAY FOR
 CZ0453'0.6 MILE TO THE STATION ON THE RIGHT, 0.05 MILE BEFORE REACHING
 CZ0453'A SIDE ROAD ON THE RIGHT.
 CZ0453'
 CZ0453'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED ROLL
 CZ0453'1936, SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE
 CZ0453'AT THE TOP, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE
 CZ0453'GROUND.  IT IS 165.0 FEET SOUTHWEST OF THE NORTHEAST HIGHWAY
 CZ0453'RIGHT-OF-WAY FENCE, 36.5 FEET NORTHEAST OF THE CENTER OF
 CZ0453'THE HIGHWAY, 3.0 FEET NORTHEAST OF THE EDGE OF THE TOP OF A
 CZ0453'HIGHWAY CUT-BANK AND 2.5 FEET SOUTHWEST OF A METAL WITNESS
 CZ0453'POST WITH SIGN ATTACHED.
 CZ0453'
 CZ0453'REFERENCE MARK 1, A STANDARD DISK STAMPED ROLL NO 1 1936,
 CZ0453'IS SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE
 CZ0453'AT THE TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 CZ0453'GROUND.  IT IS 119.2 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 CZ0453'FENCE AND ABOUT 30 INCHES LOWER IN ELEVATION THAN THE STATION
 CZ0453'MARK.
 CZ0453'
 CZ0453'REFERENCE MARK 2, A STANDARD DISK STAMPED ROLL NO 2 1936,
 CZ0453'IS SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE
 CZ0453'AT THE TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 CZ0453'GROUND.  IT IS 44.5 FEET NORTHEAST OF THE CENTER OF THE
 CZ0453'HIGHWAY AND ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION
 CZ0453'MARK.
 CZ0453'
 CZ0453'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROLL 1936 RESET
 CZ0453'1962, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT,
 CZ0453'12 INCHES IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE
 CZ0453'OF THE GROUND.  IT IS SITUATED ON THE SOUTHWEST SLOPE OF A
 CZ0453'LOW KNOLL, 126.5 FEET NORTHEAST OF THE SOUTHWEST HIGHWAY
 CZ0453'RIGHT-OF-WAY FENCE, 73.0 FEET SOUTHWEST OF THE CENTER OF THE
 CZ0453'HIGHWAY, 50.5 FEET SOUTHWEST OF HIGHWAY MILE POST SIGN 99
 CZ0453'AND 2.0 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 CZ0453'
 CZ0453'TO REACH THE AZIMUTH FROM THE STATION, DRIVE NORTHWEST ON
 CZ0453'THE HIGHWAY FOR 0.7 MILE TO HIGHWAY MILE POST SIGN 99 AND
 CZ0453'THE AZIMUTH MARK ON THE LEFT.
 CZ0453
 CZ0453                          STATION RECOVERY (1962)
 CZ0453
 CZ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0453'6.75 MI NW FROM ORACLE JUNCTION.
 CZ0453'6.75 MILES NORTHWEST ALONG U.S. HIGHWAY 80 AND 89 FROM ORACLE
 CZ0453'JUNCTION, 37 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 80 AND 89,
 CZ0453'2.7 FEET SOUTHWEST OF A METAL WITNESS POST, A STANDARD DISK SET IN THE
 CZ0453'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 CZ0453
 CZ0453                          STATION RECOVERY (1968)
 CZ0453
 CZ0453'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ0453'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED.
 CZ0453'
 CZ0453'THE DESCRIPTION IS ADEQUATE AND CORRECT.
 CZ0453
 CZ0453                          STATION RECOVERY (1977)
 CZ0453
 CZ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ0453'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CZ0453'DESCRIBED AND FOUND IN GOOD CONDITION.  DISTANCE TO R.M. 2 DID NOT
 CZ0453'CHECK 1936 OR 1962 MEASUREMENTS BY 1 METER AND ANGLE BETWEEN MARKS
 CZ0453'MISSED BY 7 DEGREES INDICATING RM 2 HAS BEEN MOVED SINCE 1962.
 CZ0453'
 CZ0453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--34.5 MILES S.E.
 CZ0453'OF FLORENCE.
 CZ0453'
 CZ0453'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ0453
 CZ0453                          STATION RECOVERY (2003)
 CZ0453
 CZ0453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BS)
 CZ0453'RECOVERED IN GOOD CONDITION.
 CZ0453
 CZ0453                          STATION RECOVERY (2007)
 CZ0453
 CZ0453'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1437 ***********************************************************************
 DA1437  DESIGNATION -  ROLL
 DA1437  PID         -  DA1437
 DA1437  STATE/COUNTY-  AZ/YUMA
 DA1437  USGS QUAD   -  NORTH OF ROLL (1986)
 DA1437
 DA1437                         *CURRENT SURVEY CONTROL
 DA1437  ___________________________________________________________________
 DA1437* NAD 83(1992)-  32 52 37.30566(N)    113 55 21.75126(W)     ADJUSTED  
 DA1437* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 DA1437  ___________________________________________________________________
 DA1437  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DA1437  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DA1437  HORZ ORDER  -  FIRST
 DA1437
 DA1437.The horizontal coordinates were established by classical geodetic methods
 DA1437.and adjusted by the National Geodetic Survey in August 1993.
 DA1437
 DA1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1437
 DA1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1437
 DA1437.The geoid height was determined by GEOID03.
 DA1437
 DA1437;                    North         East     Units Scale Factor Converg.
 DA1437;SPC AZ W     -   208,135.208   197,198.533   MT  0.99993655   -0 05 37.5
 DA1437;SPC AZ W     -   682,858.29    646,976.81   iFT  0.99993655   -0 05 37.5
 DA1437;UTM  12      - 3,641,442.604   226,545.545   MT  1.00052213   -1 35 15.2
 DA1437;UTM  11      - 3,641,854.226   787,923.122   MT  1.00062231   +1 40 17.8
 DA1437
 DA1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1437!SPC AZ W     -   0.99997048  x   0.99993655  =   0.99990703
 DA1437!UTM  12      -   0.99997048  x   1.00052213  =   1.00049259
 DA1437!UTM  11      -   0.99997048  x   1.00062231  =   1.00059277
 DA1437
 DA1437:                Primary Azimuth Mark                     Grid Az
 DA1437:SPC AZ W     -  31 M                                     191 56 12.5
 DA1437:UTM  12      -  31 M                                     193 25 50.2
 DA1437:UTM  11      -  31 M                                     190 10 17.2
 DA1437
 DA1437|---------------------------------------------------------------------|
 DA1437| PID    Reference Object                     Distance      Geod. Az  |
 DA1437|                                                           dddmmss.s |
 DA1437| CH2767 31 M                                               1915035.0 |
 DA1437| CH3226 ROLL RM 2                            14.850 METERS 20814     |
 DA1437| DA1439 WINDY CAIRN                         APPROX. 5.5 KM 2692018.6 |
 DA1437| CH3225 ROLL RM 1                            15.680 METERS 29242     |
 DA1437|---------------------------------------------------------------------|
 DA1437
 DA1437                          SUPERSEDED SURVEY CONTROL
 DA1437
 DA1437  NAD 83(1986)-  32 52 37.30096(N)    113 55 21.75630(W) AD(       ) 1
 DA1437  NAD 27      -  32 52 37.14500(N)    113 55 19.00700(W) AD(       ) 1
 DA1437  NGVD 29 (07/19/86)  220.1    (m)          722.     (f) VERT ANG    3  
 DA1437
 DA1437.Superseded values are not recommended for survey control.
 DA1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1437.See file dsdata.txt to determine how the superseded data were derived.
 DA1437
 DA1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2654641443(NAD 83)
 DA1437_MARKER: DS = TRIANGULATION STATION DISK
 DA1437_SETTING: 66 = SET IN ROCK OUTCROP
 DA1437
 DA1437  HISTORY     - Date     Condition        Report By
 DA1437  HISTORY     - 1934     MONUMENTED       CGS
 DA1437  HISTORY     - 1949     GOOD             CGS
 DA1437  HISTORY     - 1952     GOOD             USE
 DA1437  HISTORY     - 1972     GOOD             AZHD
 DA1437
 DA1437                          STATION DESCRIPTION
 DA1437
 DA1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1437'STATION IS ABOUT 17 MILES AIR LINE NE OF WELLTON, ABOUT 1/2
 DA1437'MILE AIR LINE E OF THE OLD WELLTON-KOFA ROAD, AND E OF THE MOST
 DA1437'SOUTHERN END OF THE CASTLE DOME RANGE.  ON THE MOST EASTERN
 DA1437'AND HIGHEST POINT OF A PROMINENT LOW LYING BUTTE THAT IS EASILY
 DA1437'IDENTIFIED BECAUSE IT IS ONLY 1/2 MILE E OF THE ROAD.
 DA1437'
 DA1437'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 DA1437'DRILL HOLES, IN OUTCROPPING BEDROCK.
 DA1437'
 DA1437'AZIMUTH MARK, REFERENCE MARK NO. 3, IS A STANDARD BRONZE DISK
 DA1437'SET IN CONCRETE.
 DA1437'
 DA1437'AZIMUTH IS A U.S.G.S. MARK IN COOPERATION WITH STATE B.M. STAMPED
 DA1437'31 M 1925.  IT IS ABOUT 3/4 MILE AIR LINE S OF STATION.  ABOUT
 DA1437'48 FEET W OF THE WELLTON-KOFA ROAD.  FROM POINT ON THE ROAD
 DA1437'WHERE THE TURN-OFF IS MADE TO GO TO THE FOOT OF BUTTE, GO S
 DA1437'FOR 0.6 MILE TO AZIMUTH.
 DA1437'
 DA1437'REACHED FROM WELLTON AS FOLLOWS--GO E ON U.S. HIGHWAY 80 FOR
 DA1437'6.5 MILES TO THE SERVICE STATION AT TACNA.  HERE TAKE ROAD TO
 DA1437'THE LEFT, N, (SIGN READS ROLL 5 MILES) AND FOLLOW IT FOR 2.6
 DA1437'MILES TO FORKS.  TAKE RIGHT FORK AND GO 2.0 MILES.  HERE TURN
 DA1437'LEFT AND GO 1.0 MILE TO ANOTHER TURN.  HERE TURN TO THE RIGHT
 DA1437'AND GO 0.9 MILE TO THE MOHAWK VALLEY SCHOOL.  HERE TURN TO
 DA1437'THE LEFT AND GO 1.0 MILE AND TURN RIGHT.  GO 1.9 MILES AND TAKE
 DA1437'A LEFT TURN AND GO 1.0 MILE.  HERE GO STRAIGHT AHEAD AND GO 0.4
 DA1437'MILE.  AT THIS POINT TURN LEFT AND PASS THROUGH GATE, CROSS
 DA1437'RAILROAD TRACKS AND PASS THROUGH ANOTHER GATE AND FOLLOW
 DA1437'MAIN-TRAVELED ROAD FOR 6.6 MILES (THIS ROAD HEADS IN A
 DA1437'GENERAL DIRECTION OF N).  HERE TURN TO THE RIGHT OFF OF ROAD
 DA1437'AND HEAD FOR THE BUTTE THAT CAN BE SEEN 1/2 MILE TO THE E.
 DA1437'ABOUT A 5-MINUTE PACK.
 DA1437
 DA1437                          STATION RECOVERY (1949)
 DA1437
 DA1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DA1437'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 DA1437'DESCRIBED, EXCEPT THE DISTANCES TO THE REFERENCE MARKS.  THE
 DA1437'CORRECT DISTANCES ARE SHOWN BELOW.  A COMPLETE DESCRIPTION
 DA1437'FOLLOWS--
 DA1437'
 DA1437'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTH-NORTHEAST
 DA1437'OF ROLL AND ABOUT 1.5 MILES AIR LINE EAST OF THE MOST SOUTHERN
 DA1437'END OF THE CASTLE DOME MOUNTAINS, ON THE EAST END AND HIGHEST
 DA1437'POINT OF A LOW PROMINENT BUTTE WHICH RISES ABOUT 150 FEET ABOVE
 DA1437'THE VALLEY FLOOR.  THE STATION MARK IS
 DA1437'FLUSH WITH THE GROUND AND STAMPED, ROLL 1934.
 DA1437'
 DA1437'REFERENCE MARK NO. 1 IS APPROXIMATELY 10 FEET LOWER THAN THE
 DA1437'STATION MARK, DEPRESSED 3 INCHES AND
 DA1437'STAMPED, ROLL 1934 NO--1.
 DA1437'
 DA1437'REFERENCE MARK NO. 2 IS APPROXIMATELY 20 FEET LOWER THAN THE
 DA1437'STATION MARK, FLUSH WITH THE GROUND AND
 DA1437'STAMPED, ROLL 1934 NO--2.
 DA1437'
 DA1437'THE AZIMUTH MARK IS LOCATED 50 FEET WEST OF THE CENTER LINE OF
 DA1437'ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.  IT IS A U.S.
 DA1437'GEOLOGICAL SURVEY IN COOPERATION WITH THE STATE BENCH MARK
 DA1437'SET IN A 6X6 INCH CONCRETE POST, PROJECTS 12 INCHES AND STAMPED
 DA1437'31 M 1935.
 DA1437'
 DA1437'TO REACH THE STATION FROM THE POST OFFICE IN ROLL, GO NORTH
 DA1437'CROSSING RAILROAD TRACKS FOR 0.1 MILE TO FORK.  TAKE RIGHT
 DA1437'FORK, NORTHEAST, FOR 1.45 MILES TO FORK.  TAKE LEFT FORK
 DA1437'FOR 0.1 MILE TO FORK.  TAKE LEFT FORK FOR 0.4 MILE TO A
 DA1437'T-INTERSECTION WITH AN OLD GRADED ROAD.  TURN RIGHT AND FOLLOW
 DA1437'GRADED ROAD FOR 9.2 MILES TO THE AZIMUTH ON THE LEFT, WEST,
 DA1437'AS DESCRIBED ABOVE.  CONTINUE ON GRADED ROAD FOR 0.8 MILE
 DA1437'TO A DIM TRACK ROAD ON THE RIGHT EAST.  TURN RIGHT ON DIM
 DA1437'TRACK ROAD AND GO EAST FOR 0.4 MILE TO THE BASE OF BUTTE AND
 DA1437'THE END OF TRUCK TRAVEL.  PACK TO THE HIGHEST POINT AND
 DA1437'STATION AS DESCRIBED ABOVE.  A 5-MINUTE PACK.
 DA1437'
 DA1437'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DA1437
 DA1437                          STATION RECOVERY (1952)
 DA1437
 DA1437'RECOVERY NOTE BY US ENGINEERS 1952
 DA1437'RECOVERY TO AZIMUTH MARKER ONLY.
 DA1437'
 DA1437'TO REACH FROM ROLL POSTOFFICE, CROSS RAILROAD TRACKS AND GO
 DA1437'NORTHEAST 1.9 MILE ON GRADED ROAD PAST A GRAVEL PLANT AND GO
 DA1437'AROUND GRAVEL PIT BY KEEPING LEFT OF IT UNTIL REACHING A GRADED
 DA1437'ROAD GOING RIGHT (NORTH), GO RIGHT ON GRADED ROAD 8.65 MILES TO
 DA1437'AZIMUTH (BM 31 M), CONTINUE 0.8 MILE TO A POINT WHERE AN
 DA1437'ISOLATED BUTTE CAN BE SEEN ABOUT 1/2 MILE TO THE RIGHT.  DRIVE
 DA1437'TOWARD BUTTE.  5 MINUTE PACK.
 DA1437
 DA1437                          STATION RECOVERY (1972)
 DA1437
 DA1437'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1437'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1437'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS
 DA1437'IN 1952.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0451 ***********************************************************************
 CZ0451  DESIGNATION -  ROLL AZ MK RESET
 CZ0451  PID         -  CZ0451
 CZ0451  STATE/COUNTY-  AZ/PINAL
 CZ0451  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0451
 CZ0451                         *CURRENT SURVEY CONTROL
 CZ0451  ___________________________________________________________________
 CZ0451* NAD 83(1986)-  32 38 35.     (N)    111 01 02.     (W)     SCALED    
 CZ0451* NAVD 88     -      1014.74   (+/-2cm)    3329.2    (feet)  VERTCON   
 CZ0451  ___________________________________________________________________
 CZ0451  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CZ0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0451
 CZ0451.The horizontal coordinates were scaled from a topographic map and have
 CZ0451.an estimated accuracy of +/- 6 seconds.
 CZ0451
 CZ0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0451.The vertical order pertains to the NGVD 29 superseded value.
 CZ0451
 CZ0451.The geoid height was determined by GEOID03.
 CZ0451
 CZ0451;                    North         East    Units  Estimated Accuracy
 CZ0451;SPC AZ C     -   182,530.      297,750.      MT  (+/- 180 meters Scaled)
 CZ0451
 CZ0451                          SUPERSEDED SURVEY CONTROL
 CZ0451
 CZ0451  NGVD 29 (??/??/92) 1014.058  (m)         3326.96   (f) ADJ UNCH    2 0
 CZ0451
 CZ0451.Superseded values are not recommended for survey control.
 CZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0451.See file dsdata.txt to determine how the superseded data were derived.
 CZ0451
 CZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB983117(NAD 83)
 CZ0451_MARKER: DZ = AZIMUTH MARK DISK
 CZ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0451_STAMPING: ROLL 1936 RESET 1962
 CZ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0451+STABILITY: SURFACE MOTION
 CZ0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0451+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CZ0451
 CZ0451  HISTORY     - Date     Condition        Report By
 CZ0451  HISTORY     - 1962     MONUMENTED       CGS
 CZ0451  HISTORY     - 20070127 GOOD             GEOCAC
 CZ0451
 CZ0451                          STATION DESCRIPTION
 CZ0451
 CZ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0451'7.45 MI NW FROM ORACLE JUNCTION.
 CZ0451'7.45 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0451'JUNCTION, 73 FEET WEST OF THE CENTER OF U.S. HIGHWAY 80, 50 FEET WEST
 CZ0451'OF MILEPOST 97, 2 FEET WEST OF A METAL WITNESS POST, A STANDARD DISK
 CZ0451'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 CZ0451
 CZ0451                          STATION RECOVERY (2007)
 CZ0451
 CZ0451'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0452 ***********************************************************************
 CZ0452  DESIGNATION -  ROLL RM 1
 CZ0452  PID         -  CZ0452
 CZ0452  STATE/COUNTY-  AZ/PINAL
 CZ0452  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0452
 CZ0452                         *CURRENT SURVEY CONTROL
 CZ0452  ___________________________________________________________________
 CZ0452* NAD 83(1986)-  32 38 10.     (N)    111 00 31.     (W)     SCALED    
 CZ0452* NAVD 88     -      1034.59   (+/-2cm)    3394.3    (feet)  VERTCON   
 CZ0452  ___________________________________________________________________
 CZ0452  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CZ0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0452
 CZ0452.The horizontal coordinates were scaled from a topographic map and have
 CZ0452.an estimated accuracy of +/- 6 seconds.
 CZ0452
 CZ0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0452.The vertical order pertains to the NGVD 29 superseded value.
 CZ0452
 CZ0452.The geoid height was determined by GEOID03.
 CZ0452
 CZ0452;                    North         East    Units  Estimated Accuracy
 CZ0452;SPC AZ C     -   181,760.      298,560.      MT  (+/- 180 meters Scaled)
 CZ0452
 CZ0452                          SUPERSEDED SURVEY CONTROL
 CZ0452
 CZ0452  NGVD 29 (??/??/92) 1033.905  (m)         3392.07   (f) ADJ UNCH    2 0
 CZ0452
 CZ0452.Superseded values are not recommended for survey control.
 CZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0452.See file dsdata.txt to determine how the superseded data were derived.
 CZ0452
 CZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB991109(NAD 83)
 CZ0452_MARKER: DR = REFERENCE MARK DISK
 CZ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0452_STAMPING: ROLL NO 1 1936
 CZ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0452+STABILITY: SURFACE MOTION
 CZ0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0452+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CZ0452
 CZ0452  HISTORY     - Date     Condition        Report By
 CZ0452  HISTORY     - 1936     MONUMENTED       CGS
 CZ0452  HISTORY     - 1962     GOOD             NGS
 CZ0452  HISTORY     - 20070127 GOOD             GEOCAC
 CZ0452
 CZ0452                          STATION DESCRIPTION
 CZ0452
 CZ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0452'6.75 MI NW FROM ORACLE JUNCTION.
 CZ0452'6.75 MILES NORTHWEST ALONG U.S. HIGHWAY 80 AND 89 FROM ORACLE
 CZ0452'JUNCTION, 120 FEET SOUTHWEST OF FENCE, 45.9 FEET NORTHEAST OF STATION,
 CZ0452'A STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 CZ0452'WHICH PROJECTS 8 INCHES.
 CZ0452
 CZ0452                          STATION RECOVERY (2007)
 CZ0452
 CZ0452'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0454 ***********************************************************************
 CZ0454  DESIGNATION -  ROLL RM 2
 CZ0454  PID         -  CZ0454
 CZ0454  STATE/COUNTY-  AZ/PINAL
 CZ0454  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0454
 CZ0454                         *CURRENT SURVEY CONTROL
 CZ0454  ___________________________________________________________________
 CZ0454* NAD 83(1986)-  32 38 09.     (N)    111 00 31.     (W)     SCALED    
 CZ0454* NAVD 88     -      1034.67   (+/-2cm)    3394.6    (feet)  VERTCON   
 CZ0454  ___________________________________________________________________
 CZ0454  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CZ0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0454
 CZ0454.The horizontal coordinates were scaled from a topographic map and have
 CZ0454.an estimated accuracy of +/- 6 seconds.
 CZ0454
 CZ0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0454.The vertical order pertains to the NGVD 29 superseded value.
 CZ0454
 CZ0454.The geoid height was determined by GEOID03.
 CZ0454
 CZ0454;                    North         East    Units  Estimated Accuracy
 CZ0454;SPC AZ C     -   181,730.      298,560.      MT  (+/- 180 meters Scaled)
 CZ0454
 CZ0454                          SUPERSEDED SURVEY CONTROL
 CZ0454
 CZ0454  NGVD 29 (??/??/92) 1033.983  (m)         3392.33   (f) ADJ UNCH    2 0
 CZ0454
 CZ0454.Superseded values are not recommended for survey control.
 CZ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0454.See file dsdata.txt to determine how the superseded data were derived.
 CZ0454
 CZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB991109(NAD 83)
 CZ0454_MARKER: DR = REFERENCE MARK DISK
 CZ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0454_STAMPING: ROLL NO 2 1936
 CZ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0454+STABILITY: SURFACE MOTION
 CZ0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0454+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CZ0454
 CZ0454  HISTORY     - Date     Condition        Report By
 CZ0454  HISTORY     - 1936     MONUMENTED       CGS
 CZ0454  HISTORY     - 1962     GOOD             NGS
 CZ0454  HISTORY     - 20070127 GOOD             GEOCAC
 CZ0454
 CZ0454                          STATION DESCRIPTION
 CZ0454
 CZ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0454'6.75 MI NW FROM ORACLE JUNCTION.
 CZ0454'6.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0454'JUNCTION, 37 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 80, 46 FEET
 CZ0454'NORTHWEST OF A METAL WITNESS POST, A STANDARD DISK SET IN THE TOP OF
 CZ0454'AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 CZ0454
 CZ0454                          STATION RECOVERY (2007)
 CZ0454
 CZ0454'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2035 ***********************************************************************
 DU2035  DESIGNATION -  ROLLS
 DU2035  PID         -  DU2035
 DU2035  STATE/COUNTY-  AZ/MARICOPA
 DU2035  USGS QUAD   -  MINE MOUNTAIN (1978)
 DU2035
 DU2035                         *CURRENT SURVEY CONTROL
 DU2035  ___________________________________________________________________
 DU2035* NAD 83(1992)-  33 39 59.34327(N)    111 28 38.36430(W)     ADJUSTED  
 DU2035* NAVD 88     -       831.0    (meters)    2726.     (feet)  VERTCON   
 DU2035  ___________________________________________________________________
 DU2035  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 DU2035  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DU2035  HORZ ORDER  -  FIRST
 DU2035
 DU2035.The horizontal coordinates were established by classical geodetic methods
 DU2035.and adjusted by the National Geodetic Survey in August 1993.
 DU2035
 DU2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2035
 DU2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2035
 DU2035.The geoid height was determined by GEOID03.
 DU2035
 DU2035;                    North         East     Units Scale Factor Converg.
 DU2035;SPC AZ C     -   295,750.784   254,102.651   MT  0.99992046   +0 14 36.8
 DU2035;SPC AZ C     -   970,310.97    833,670.11   iFT  0.99992046   +0 14 36.8
 DU2035;UTM  12      - 3,725,279.598   455,748.496   MT  0.99962414   -0 15 52.6
 DU2035
 DU2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2035!SPC AZ C     -   0.99987405  x   0.99992046  =   0.99979452
 DU2035!UTM  12      -   0.99987405  x   0.99962414  =   0.99949823
 DU2035
 DU2035:                Primary Azimuth Mark                     Grid Az
 DU2035:SPC AZ C     -  ROLLS AZ MK                              044 10 26.6
 DU2035:UTM  12      -  ROLLS AZ MK                              044 40 56.0
 DU2035
 DU2035|---------------------------------------------------------------------|
 DU2035| PID    Reference Object                     Distance      Geod. Az  |
 DU2035|                                                           dddmmss.s |
 DU2035| CH5345 ROLLS AZ MK                                        0442503.4 |
 DU2035| CH5346 ROLLS RM 1                            8.334 METERS 05714     |
 DU2035| CH5347 ROLLS RM 2                           17.892 METERS 14510     |
 DU2035| DU0440 CANYON                              APPROX.14.4 KM 1693311.8 |
 DU2035| CR5348 ROLLS RM 3                           10.750 METERS 21947     |
 DU2035|---------------------------------------------------------------------|
 DU2035
 DU2035                          SUPERSEDED SURVEY CONTROL
 DU2035
 DU2035  NAD 83(1986)-  33 39 59.34031(N)    111 28 38.36682(W) AD(       ) 1
 DU2035  NAD 27      -  33 39 59.18400(N)    111 28 35.89100(W) AD(       ) 1
 DU2035  NGVD 29 (07/10/87)  830.4    (m)         2724.     (f) VERT ANG    3  
 DU2035
 DU2035.Superseded values are not recommended for survey control.
 DU2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2035.See file dsdata.txt to determine how the superseded data were derived.
 DU2035
 DU2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5574825280(NAD 83)
 DU2035_MARKER: DS = TRIANGULATION STATION DISK
 DU2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2035+STABILITY: SURFACE MOTION
 DU2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2035+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2008
 DU2035
 DU2035  HISTORY     - Date     Condition        Report By
 DU2035  HISTORY     - 1946     MONUMENTED       CGS
 DU2035  HISTORY     - 1967     GOOD             AMS
 DU2035  HISTORY     - 1981     GOOD             AZDT
 DU2035  HISTORY     - 20080101 GOOD             GEOCAC
 DU2035
 DU2035                          STATION DESCRIPTION
 DU2035
 DU2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2035'THE STATION IS ON TOP OF A LOW FLAT RIDGE ON THE SOUTH SIDE OF
 DU2035'THE BUSH HIGHWAY.  BY APPROXIMATE AIRLINE DISTANCES--27 MILES
 DU2035'NORTHEAST OF MESA, 18 MILES NORTH-NORTHEAST OF APACH JCT., AND 8
 DU2035'MILES NORTH-NORTHEAST OF STEWART MTN. DAM.
 DU2035'
 DU2035'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN MESA--GO
 DU2035'EAST ON U.S. HIGHWAYS 60, 70, 80 AND 89 FOR 8.7 MILES TO A
 DU2035'GRADED GRAVEL CROSS ROAD (THE BUSH HIGHWAY) 1.0 MILE AFTER PASSING
 DU2035'THE BUCKHORN MINERAL SPRINGS ON THE LEFT.  TURN LEFT AS PER THE
 DU2035'SIGN PAYSON 86 AND GO STRAIGHT NORTH ON THE MAIN ROAD FOR 6.85
 DU2035'MILE TO A FORK AT BASE OF HILL JUST BEFORE REACHING THE SALT
 DU2035'RIVER.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY UP RIVER ON
 DU2035'THE MAIN ROAD FOR 7.55 MILES TO BRIDGE OVER THE SALT RIVER.
 DU2035'THEN CONTINUE FOR 2.4 MILES TO A FORK AND SEVERAL BUILDINGS
 DU2035'ON THE RIGHT NEAR STEWART MTN. DAM.  TAKE THE LEFT FORK AND GO
 DU2035'NORTHERLY ON THE MAIN ROAD FOR 6.4 MILES TO A SIDE ROAD GOING TO
 DU2035'THE RIGHT/AT SIGN COTTONWOOD RCH7 IN.  THEN CONTINUE NORTHERLY
 DU2035'AND EASTERLY ON THE MAIN ROAD FOR 4.5 MILES TO A TRACK ROAD
 DU2035'RIGHT ON TOP OF A SMALL RIDGE.  STATION IS 42 FEET SOUTH OF
 DU2035'THE ROAD AT THIS POINT.  TO REACH THE AZIMUTH MARK--CONTINUE
 DU2035'NORTHEASTESRLY ON THE MAIN ROAD FOR 0.7 MILE TO A CAIRN TO
 DU2035'THE LEFT OF THE ROAD.  PACK 200 YARDS WEST TO THE MARK WHICH
 DU2035'IS ABOUT 60 FEET DOWN THE SLOPE FROM THE TOP AND SOUTH END
 DU2035'OF A ROCKY RIDGE.
 DU2035'
 DU2035'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 DU2035'STAMPED ROLLS 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 DU2035'ABOUT 2 INCHES ABOVE THE GROUND, AND IS LOCATED 42 FEET SOUTH
 DU2035'OF THE CENTER OF THE GRADED ROAD, 10 FEET WEST-NORTHWEST OF THE
 DU2035'CENTER OF TRACK ROAD, AND 9-1/2 FEET SOUTH-SOUTHEAST OF A 4
 DU2035'INCH SQUARE WHITE WITNESS POST.
 DU2035'
 DU2035'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE MARK STAMPED
 DU2035'ROLLS NO 1 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 DU2035'ABOUT 2 INCHES ABOVE THE GROUND, AND IS LOCATED NORTHEAST OF
 DU2035'THE STATION AND ABOUT 1 FOOT HIGHER.
 DU2035'
 DU2035'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED
 DU2035'ROLLS NO 2 1946, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 DU2035'ABOUT 1-1/2 FEET ABOVE THE GROUND, AND IS LOCATED SOUTHEAST OF THE
 DU2035'STATION AND ABOUT 2 FEET LOWER.
 DU2035'
 DU2035'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED ROLLS
 DU2035'1946, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 DU2035'1-1/2 FEET ABOVE THE GROUND, AND IS LOCATED 20 FEET WEST OF A 15
 DU2035'FOOT PALO VERDE TREE, AND 2 FEET SOUTH OF A 4 INCH SQUARE WHITE
 DU2035'WITNESS POST.  IT IS NORTHEAST OF THE STATION.
 DU2035
 DU2035                          STATION RECOVERY (1967)
 DU2035
 DU2035'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DU2035'STATION MARK, R.M. 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 DU2035'
 DU2035'R.M. 1 FOUND DESTROYED.
 DU2035
 DU2035                          STATION RECOVERY (1981)
 DU2035
 DU2035'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2035'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 DU2035'AS DESCRIBED IN 1946.  REFERENCE MARK 1 IS DESTROYED AND REFERENCE
 DU2035'MARK 3 WAS ESTABLISHED AT THIS TIME.  AN AZDT DISK STAMPED---ROLLS
 DU2035'RM 3---SET IN A CONCRETE POST.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2035'
 DU2035'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL WEST 200
 DU2035'FEET ALONG MAIN STREET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL
 DU2035'SOUTH FOR 0.6 MILE TO STATE ROUTE 87.  TURN RIGHT AND CONTINUE SOUTH
 DU2035'ALONG SR 87 FOR 38.0 MILES TO THE BRIDGE OVER SYCAMORE CREEK.  TRAVEL
 DU2035'SOUTH ALONG SR 87 FOR 7.1 MILES TO THE TOP OF TOMBSTONE RIDGE, TRAVEL
 DU2035'SOUTH FOR 2.7 MILES TO A ROAD LEADING TO FOUR PEAKS WHICH IS
 DU2035'FOREST TRAIL 143.  TURN LEFT AND TRAVEL EAST FOR 2.4 MILES TO THE
 DU2035'STATION ON THE RIGHT ABOUT 35 FEET FROM THE ROAD.
 DU2035
 DU2035                          STATION RECOVERY (2008)
 DU2035
 DU2035'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2035'RECOVERED STATION MARK, REFERENCE MARK 2, AND REFERENCE MARK 3 IN GOOD
 DU2035'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1793 ***********************************************************************
 CZ1793  DESIGNATION -  RON
 CZ1793  PID         -  CZ1793
 CZ1793  STATE/COUNTY-  AZ/COCHISE
 CZ1793  USGS QUAD   -  WILDHORSE MTN (1973)
 CZ1793
 CZ1793                         *CURRENT SURVEY CONTROL
 CZ1793  ___________________________________________________________________
 CZ1793* NAD 83(1992)-  32 09 04.85680(N)    110 17 18.23753(W)     ADJUSTED  
 CZ1793* NAVD 88     -      1031.8    (meters)    3385.     (feet)  VERTCON   
 CZ1793  ___________________________________________________________________
 CZ1793  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 CZ1793  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CZ1793  HORZ ORDER  -  SECOND
 CZ1793
 CZ1793.The horizontal coordinates were established by classical geodetic methods
 CZ1793.and adjusted by the National Geodetic Survey in August 1993.
 CZ1793
 CZ1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1793
 CZ1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1793
 CZ1793.The geoid height was determined by GEOID03.
 CZ1793
 CZ1793;                    North         East     Units Scale Factor Converg.
 CZ1793;SPC AZ E     -   127,654.657   201,877.180   MT  0.99990163   -0 03 53.2
 CZ1793;SPC AZ E     -   418,814.49    662,326.71   iFT  0.99990163   -0 03 53.2
 CZ1793;UTM  12      - 3,557,433.564   567,104.597   MT  0.99965553   +0 22 43.3
 CZ1793
 CZ1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1793!SPC AZ E     -   0.99984236  x   0.99990163  =   0.99974401
 CZ1793!UTM  12      -   0.99984236  x   0.99965553  =   0.99949795
 CZ1793
 CZ1793|---------------------------------------------------------------------|
 CZ1793| PID    Reference Object                     Distance      Geod. Az  |
 CZ1793|                                                           dddmmss.s |
 CZ1793| CC8139 RON RM 1                              6.980 METERS 09814     |
 CZ1793| CC8140 RON RM 2                             10.858 METERS 17442     |
 CZ1793| CC8138 RON AZ MK                                          1961801.9 |
 CZ1793|---------------------------------------------------------------------|
 CZ1793
 CZ1793                          SUPERSEDED SURVEY CONTROL
 CZ1793
 CZ1793  NAD 83(1986)-  32 09 04.85131(N)    110 17 18.23401(W) AD(       ) 2
 CZ1793  NAD 27      -  32 09 04.57500(N)    110 17 15.97300(W) AD(       ) 2
 CZ1793  NGVD 29 (07/19/86) 1031.0    (m)         3383.     (f) VERT ANG    3  
 CZ1793
 CZ1793.Superseded values are not recommended for survey control.
 CZ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1793.See file dsdata.txt to determine how the superseded data were derived.
 CZ1793
 CZ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6710557434(NAD 83)
 CZ1793_MARKER: DS = TRIANGULATION STATION DISK
 CZ1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1793
 CZ1793  HISTORY     - Date     Condition        Report By
 CZ1793  HISTORY     - 1946     MONUMENTED       CGS
 CZ1793  HISTORY     - 1947     GOOD             CGS
 CZ1793
 CZ1793                          STATION DESCRIPTION
 CZ1793
 CZ1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1793'STATION WAS BUILT BUT NOT USED BY THE PARTY OF C.A. EGNER IN
 CZ1793'1946.
 CZ1793'
 CZ1793'DESCRIPTION BELOW COMPILED FROM RECONNAISSANCE DESCRIPTION
 CZ1793'AND BUILDERS NOTES.
 CZ1793'
 CZ1793'STATION IS LOCATED ABOUT 12 MILES N OF BENSON, ON THE E SIDE
 CZ1793'OF THE SAN PEDRO RIVER, AND 0.05 MILE E OF THE REDINGTON ROAD.
 CZ1793'
 CZ1793'TO REACH FROM THE POST OFFICE IN BENSON, GO E TOWARD WILLCOX
 CZ1793'ON STATE HIGHWAY 86 FOR 1.4 MILES TO A T-INTERSECTION (0.45
 CZ1793'MILE AFTER CROSSING SAN PEDRO RIVER BRIDGE).  TURN LEFT, N,
 CZ1793'CROSS CATTLE GUARD, AND FOLLOW MACADAM ROAD 3 MILES TO THE
 CZ1793'STORE AND POST OFFICE IN POMERENE.  TURN LEFT AND GO 0.25 MILE.
 CZ1793'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 10.8 MILES TO A CATTLE
 CZ1793'GUARD WHICH IS ABOUT 0.15 MILE BEFORE REACHING A WINDMILL
 CZ1793'AND EARTH RESERVOIR ON THE LEFT.  CROSS CATTLE GUARD AND
 CZ1793'CONTINUE ON MAIN TRAVELED ROAD 2 MILES, TO A POINT WHERE ROAD
 CZ1793'CUTS ACROSS THE LOW END OF A RIDGE.  TURN RIGHT OFF ROAD
 CZ1793'AND DRIVE UP CREST OF RIDGE FOR 0.05 MILE TO STATION.
 CZ1793'
 CZ1793'STATION MARKED BY A BRONZE STATION DISK, STAMPED RON 1946,
 CZ1793'AND SET IN TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT WHICH
 CZ1793'PROJECTS 3 INCHES ABOVE GROUND.
 CZ1793'
 CZ1793'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN 10-INCH-SQUARE
 CZ1793'CONCRETE MONUMENTS.
 CZ1793'
 CZ1793'REFERENCE MARK 1 IS ABOUT 7 PACES E OF THE STATION, STAMPED
 CZ1793'RON NO 1 1946, AND PROJECTS 2 INCHES ABOVE GROUND.
 CZ1793'
 CZ1793'REFERENCE MARK 2 IS ABOUT 10 PACES S OF THE STATION, STAMPED
 CZ1793'RON NO 2 1946, AND PROJECTS 2 INCHES ABOVE GROUND.
 CZ1793'
 CZ1793'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED RON 1946,
 CZ1793'AND SET IN A 10-INCH-SQUARE CONCRETE MONUMENT.  IT IS 0.3 MILE
 CZ1793'S OF THE STATION, 6 PACES W OF THE ROAD, AND 4 PACES S OF A
 CZ1793'WITNESS POST.
 CZ1793'
 CZ1793'THE UNDERGROUND MARK, A BRONZE STATION DISK, STAMPED RON 1946,
 CZ1793'IS 30 INCHES BELOW GROUND SURFACE.
 CZ1793'
 CZ1793'NOT OCCUPIED.
 CZ1793
 CZ1793                          STATION RECOVERY (1947)
 CZ1793
 CZ1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1793'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE NORTH OF BENSON
 CZ1793'AND 0.05 MILE EAST OF THE REDINGTON ROAD ON THE NORTH EDGE
 CZ1793'OF AN EAST-WEST BRUSH COVERED RIDGE.  THE STATION MARK IS
 CZ1793'A BRONZE DISK, PROJECTS 3 INCHES, IS 9 FEET EAST OF A WHITE
 CZ1793'WITNESS POST AND IS STAMPED, RON 1946.
 CZ1793'
 CZ1793'REFERENCE MARK NO. 1 IS A BRONZE DISK.  PROJECTS 2 INCHES IS
 CZ1793'1 FOOT HIGHER THAN THE STATION MARK AND IS STAMPED, RON NO 1
 CZ1793'1946.
 CZ1793'
 CZ1793'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES IS
 CZ1793'6 INCHES LOWER THAN THE STATION MARK AND IS STAMPED, RON NO 2
 CZ1793'1946.
 CZ1793'
 CZ1793'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 CZ1793'20 FEET WEST OF THE CENTER LINE OF ROAD, 10 FEET SOUTH OF
 CZ1793'A WHITE WITNESS POST AND 8 FEET WEST OF A WIRE FENCE.  IT IS
 CZ1793'STAMPED, RON 1946.
 CZ1793'
 CZ1793'TO REACH THE STATION FROM THE POST OFFICE IN POMERENE. GO
 CZ1793'WEST 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 12.6 MILES
 CZ1793'TO AZIMUTH MARK ON LEFT.  CONTINUE 0.2 MILE, LEAVE ROAD AND
 CZ1793'GO RIGHT UP RIDGE 0.05 MILE TO STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2250 ***********************************************************************
 DV2250  DESIGNATION -  RONG
 DV2250  PID         -  DV2250
 DV2250  STATE/COUNTY-  AZ/MARICOPA
 DV2250  USGS QUAD   -  FOWLER (1982)
 DV2250
 DV2250                         *CURRENT SURVEY CONTROL
 DV2250  ___________________________________________________________________
 DV2250* NAD 83(2007)-  33 27 48.65764(N)    112 12 07.67985(W)     ADJUSTED  
 DV2250* NAVD 88     -       323.5    (meters)    1061.     (feet)  VERTCON   
 DV2250  ___________________________________________________________________
 DV2250  EPOCH DATE  -        2007.00
 DV2250  X           -  -2,012,770.231 (meters)                     COMP
 DV2250  Y           -  -4,931,618.007 (meters)                     COMP
 DV2250  Z           -   3,497,121.019 (meters)                     COMP
 DV2250  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 DV2250  ELLIP HEIGHT-         293.438 (meters)          (02/10/07) ADJUSTED
 DV2250  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV2250
 DV2250  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2250  Type    PID    Designation                      North   East  Ellip
 DV2250  -------------------------------------------------------------------
 DV2250  NETWORK DV2250 RONG                              2.51   2.04  11.13
 DV2250  -------------------------------------------------------------------
 DV2250
 DV2250.The horizontal coordinates were established by GPS observations
 DV2250.and adjusted by the National Geodetic Survey in February 2007.
 DV2250
 DV2250.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2250.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2250.The horizontal coordinates are valid at the epoch date displayed above.
 DV2250.The epoch date for horizontal control is a decimal equivalence
 DV2250.of Year/Month/Day.
 DV2250
 DV2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2250
 DV2250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2250
 DV2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2250
 DV2250.The ellipsoidal height was determined by GPS observations
 DV2250.and is referenced to NAD 83.
 DV2250
 DV2250.The geoid height was determined by GEOID03.
 DV2250
 DV2250;                    North         East     Units Scale Factor Converg.
 DV2250;SPC AZ C     -   273,190.758   186,825.203   MT  0.99990868   -0 09 26.7
 DV2250;SPC AZ C     -   896,295.14    612,943.58   iFT  0.99990868   -0 09 26.7
 DV2250;UTM  12      - 3,703,320.544   388,289.341   MT  0.99975385   -0 39 46.6
 DV2250
 DV2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2250!SPC AZ C     -   0.99995393  x   0.99990868  =   0.99986262
 DV2250!UTM  12      -   0.99995393  x   0.99975385  =   0.99970780
 DV2250
 DV2250                          SUPERSEDED SURVEY CONTROL
 DV2250
 DV2250  ELLIP H (06/11/02)  293.481  (m)                       GP(       ) 4 2
 DV2250  NAD 83(1992)-  33 27 48.65596(N)    112 12 07.67970(W) AD(       ) 1
 DV2250  ELLIP H (08/23/93)  293.574  (m)                       GP(       ) 4 2
 DV2250  NAD 83(1986)-  33 27 48.65015(N)    112 12 07.68511(W) AD(       ) 1
 DV2250  NGVD 29 (09/11/89)  322.8    (m)         1059.     (f) GPS OBS     3  
 DV2250
 DV2250.Superseded values are not recommended for survey control.
 DV2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2250.See file dsdata.txt to determine how the superseded data were derived.
 DV2250
 DV2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8828903321(NAD 83)
 DV2250_MARKER: DD = SURVEY DISK
 DV2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2250+STABILITY: SURFACE MOTION
 DV2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2250+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV2250
 DV2250  HISTORY     - Date     Condition        Report By
 DV2250  HISTORY     - 1986     MONUMENTED       AZDT
 DV2250  HISTORY     - 19960217 GOOD             USPSQD
 DV2250  HISTORY     - 20060325 GOOD             USPSQD
 DV2250  HISTORY     - 20080411 GOOD             GEOCAC
 DV2250
 DV2250                          STATION DESCRIPTION
 DV2250
 DV2250'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2250'THE STATION IS LOCATED ABOUT 11.35 KM (7.0 MI) WEST-NORTHWEST OF
 DV2250'DOWNTOWN PHOENIX, ARIZONA.
 DV2250'
 DV2250'TO REACH THE STATION, GO TO THE INTERSECTION OF INTERSTATE HWY. 10
 DV2250'AND 67TH AVENUE IN PHOENIX AND TO THE STATION ON THE NORTHEAST
 DV2250'CORNER.
 DV2250'
 DV2250'THE STATION IS A STANDARD AGS DISK
 DV2250'STAMPED---RONG 1986---,
 DV2250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2250'25 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 DV2250'1.37 METERS (4.5 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2250'1.37 METERS (4.5 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2250'18.6 METERS (61 FT) NORTH FROM THE CENTERLINE OF THE WESTBOUND OFF
 DV2250'RAMP AT THE INTERSECTION OF INTERSTATE HWY.10 AND 67TH AVENUE,
 DV2250'19.2 METERS (63.0 FT) SOUTH FROM A DRAINAGE CANAL BANK,
 DV2250'2.4 METERS (8 FT) SOUTH FROM THE TOP OF THE CANAL BANK,
 DV2250'114 METERS (374 FT) EAST FROM THE CENTERLINE OF THE 67TH AVENUE
 DV2250'MEDIAN,
 DV2250'58.5 METERS (192 FT) EAST FROM A STEEL LIGHT POST.
 DV2250'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2250'STAMPED---RONG 1986---,
 DV2250'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2250
 DV2250                          STATION RECOVERY (1996)
 DV2250
 DV2250'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2250'RECOVERED IN GOOD CONDITION.
 DV2250
 DV2250                          STATION RECOVERY (2006)
 DV2250
 DV2250'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2250'RECOVERED IN GOOD CONDITION.
 DV2250
 DV2250                          STATION RECOVERY (2008)
 DV2250
 DV2250'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0270 ***********************************************************************
 GO0270  DESIGNATION -  ROOF
 GO0270  PID         -  GO0270
 GO0270  STATE/COUNTY-  AZ/APACHE
 GO0270  USGS QUAD   -  ROOF BUTTE (1982)
 GO0270
 GO0270                         *CURRENT SURVEY CONTROL
 GO0270  ___________________________________________________________________
 GO0270* NAD 83(1992)-  36 27 41.07131(N)    109 05 46.74871(W)     ADJUSTED  
 GO0270* NAVD 88     -      2983.1    (meters)    9787.     (feet)  VERTCON   
 GO0270  ___________________________________________________________________
 GO0270  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 GO0270  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 GO0270  HORZ ORDER  -  THIRD
 GO0270
 GO0270.The horizontal coordinates were established by classical geodetic methods
 GO0270.and adjusted by the National Geodetic Survey in August 1993.
 GO0270
 GO0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0270
 GO0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0270
 GO0270.The geoid height was determined by GEOID03.
 GO0270
 GO0270;                    North         East     Units Scale Factor Converg.
 GO0270;SPC AZ E     -   606,239.747   309,293.242   MT  1.00001335   +0 38 10.1
 GO0270;SPC AZ E     - 1,988,975.55  1,014,741.61   iFT  1.00001335   +0 38 10.1
 GO0270;UTM  12      - 4,036,811.818   670,578.510   MT  0.99995850   +1 07 53.7
 GO0270
 GO0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0270!SPC AZ E     -   0.99953511  x   1.00001335  =   0.99954846
 GO0270!UTM  12      -   0.99953511  x   0.99995850  =   0.99949363
 GO0270
 GO0270:                Primary Azimuth Mark                     Grid Az
 GO0270:SPC AZ E     -  CLIFF                                    205 10 39.3
 GO0270:UTM  12      -  CLIFF                                    204 40 55.7
 GO0270
 GO0270|---------------------------------------------------------------------|
 GO0270| PID    Reference Object                     Distance      Geod. Az  |
 GO0270|                                                           dddmmss.s |
 GO0270| GO0247 CLIFF                               APPROX.12.0 KM 2054849.4 |
 GO0270|---------------------------------------------------------------------|
 GO0270
 GO0270                          SUPERSEDED SURVEY CONTROL
 GO0270
 GO0270  NAD 83(1986)-  36 27 41.06953(N)    109 05 46.74968(W) AD(       ) 3
 GO0270  NGVD 29 (08/22/88) 2981.9    (m)         9783.     (f) VERT ANG    3  
 GO0270
 GO0270.Superseded values are not recommended for survey control.
 GO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0270.See file dsdata.txt to determine how the superseded data were derived.
 GO0270
 GO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7057936812(NAD 83)
 GO0270_MARKER: DS = TRIANGULATION STATION DISK
 GO0270_SETTING: 66 = SET IN ROCK OUTCROP
 GO0270_SP_SET: SET IN BEDROCK
 GO0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0270+STABILITY: POSITION/ELEVATION WELL
 GO0270
 GO0270  HISTORY     - Date     Condition        Report By
 GO0270  HISTORY     - 1949     MONUMENTED       USGS
 GO0270  HISTORY     - 1953     GOOD             USGS
 GO0270  HISTORY     - 1955     GOOD             USGS
 GO0270
 GO0270                          STATION DESCRIPTION
 GO0270
 GO0270'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0270'LOCATED ABOUT 22 MI S. AND 26 MI W. OF SHIPROCK, NM.  ON NORTH
 GO0270'EDGE OF ROOF BUTTE.
 GO0270'
 GO0270'TO REACH FROM BRIDGE OVER SAN JUAN RIVER AT SHIPROCK, NM, DRIVE
 GO0270'6.3 MI S. ON U.S. HWY. 666 TO UNPAVED RD. W.  TURN W. 21.9 MI TO
 GO0270'RD. FORKS.  TAKE LEFT FORK 0.5 MI TO RED ROCK TRADING POST.  TAKE
 GO0270'RD. 3.4 MI S. TO RD. FORKS.  TAKE LEFT FORK 4.2 MI TO RD. FORKS.
 GO0270'TAKE LEFT FORK 0.4 MI TO RD. FORKS.  TAKE RIGHT FORK 1.6 MI TO RD.
 GO0270'FORKS.  TAKE RIGHT FORK 1.0 MI TO RD. FORKS AND SIGN
 GO0270'COTTONWOOD PASS.  TAKE RIGHT FORK 2.6 MI TO RD. FORKS AND SIGN
 GO0270'ROOF BUTTE L.O. TOWER.  TAKE LEFT FORK 1.7 MI TO RD. FORKS.  TAKE
 GO0270'LEFT FORK 0.7 MI TO RD. FORKS.  TAKE LEFT FORK 0.7 MI TO END OF
 GO0270'RD.  TURN RIGHT 0.1 MI E. TO END OF RD.  CLIMB TRAIL E. TO TOP OF
 GO0270'ROOF BUTTE AND STATION ABOUT 10 FT S. OF NORTH EDGE OF BUTTE.  A
 GO0270'10-MINUTE PACK.
 GO0270'
 GO0270'STATION MARK--STANDARD TABLET STAMPED---ROOF 1949---, IN SOLID
 GO0270'ROCK.
 GO0270'
 GO0270'RM 1--STANDARD RM TABLET STAMPED---1---, IN SOLID ROCK.
 GO0270'
 GO0270'RM 2--NAIL DRIVEN IN CENTER OF 6-INCH TRIANGLE BLAZE IN JUNIPER
 GO0270'TREE.
 GO0270
 GO0270                          STATION RECOVERY (1953)
 GO0270
 GO0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GO0270'RECOVERED AS DESCRIBED BY USGS IN 1949.
 GO0270
 GO0270                          STATION RECOVERY (1955)
 GO0270
 GO0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0270'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5893 ***********************************************************************
 DJ5893  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5893  DESIGNATION -  ROOS 107
 DJ5893  PID         -  DJ5893
 DJ5893  STATE/COUNTY-  AZ/MARICOPA
 DJ5893  USGS QUAD   -  TOLLESON (1982)
 DJ5893
 DJ5893                         *CURRENT SURVEY CONTROL
 DJ5893  ___________________________________________________________________
 DJ5893* NAD 83(2007)-  33 27 25.85919(N)    112 17 23.49290(W)     ADJUSTED  
 DJ5893* NAVD 88     -       308.19   (meters)    1011.1    (feet)  GPS OBS   
 DJ5893  ___________________________________________________________________
 DJ5893  EPOCH DATE  -        2007.00
 DJ5893  X           -  -2,020,460.658 (meters)                     COMP
 DJ5893  Y           -  -4,928,876.784 (meters)                     COMP
 DJ5893  Z           -   3,496,526.409 (meters)                     COMP
 DJ5893  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DJ5893  ELLIP HEIGHT-         277.849 (meters)          (03/21/07) ADJUSTED
 DJ5893  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DJ5893  HORZ ORDER  -  FIRST
 DJ5893  ELLP ORDER  -  FOURTH    CLASS I
 DJ5893
 DJ5893.The horizontal coordinates were established by GPS observations
 DJ5893.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5893
 DJ5893.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5893.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5893.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5893.The epoch date for horizontal control is a decimal equivalence
 DJ5893.of Year/Month/Day.
 DJ5893
 DJ5893.The orthometric height was determined by GPS observations and a
 DJ5893.high-resolution geoid model.
 DJ5893.The orthometric height was determined by GPS observations and a
 DJ5893.high-resolution geoid model using precise GPS observation and
 DJ5893.processing techniques.
 DJ5893
 DJ5893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5893
 DJ5893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5893
 DJ5893.The ellipsoidal height was determined by GPS observations
 DJ5893.and is referenced to NAD 83.
 DJ5893
 DJ5893.The geoid height was determined by GEOID03.
 DJ5893
 DJ5893;                    North         East     Units Scale Factor Converg.
 DJ5893;SPC AZ C     -   272,514.269   178,668.316   MT  0.99991483   -0 12 20.7
 DJ5893;SPC AZ C     -   894,075.69    586,182.14   iFT  0.99991483   -0 12 20.7
 DJ5893;UTM  12      - 3,702,716.131   380,127.997   MT  0.99977715   -0 42 40.3
 DJ5893
 DJ5893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5893!SPC AZ C     -   0.99995638  x   0.99991483  =   0.99987122
 DJ5893!UTM  12      -   0.99995638  x   0.99977715  =   0.99973354
 DJ5893
 DJ5893                          SUPERSEDED SURVEY CONTROL
 DJ5893
 DJ5893.No superseded survey control is available for this station.
 DJ5893
 DJ5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8012802716(NAD 83)
 DJ5893_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5893_STAMPING: NO STAMPING
 DJ5893_PROJECTION: RECESSED 20 CENTIMETERS
 DJ5893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5893+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DJ5893
 DJ5893  HISTORY     - Date     Condition        Report By
 DJ5893  HISTORY     - UNK      MONUMENTED       EVANS
 DJ5893  HISTORY     - 20061101 GOOD             EVANS
 DJ5893  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5893
 DJ5893                          STATION DESCRIPTION
 DJ5893
 DJ5893'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5893'FROM THE 107TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5893'ON 107TH AVENUE, 460M, TO ROOSEVELT STREET.  STATION IS A CITY OF
 DJ5893'AVONDALE BRASS DISK, UNMARKED, IN CONCRETE POST IN HAND HOLE, RECESSED
 DJ5893'20CM.  STATION IS AT INTERSECTION OF 107TH AVENUE AND ROOSEVELT
 DJ5893'STREET, 5.5M SOUTHWEST OF A SANITARY SEWER MANHOLE.
 DJ5893
 DJ5893                          STATION RECOVERY (2008)
 DJ5893
 DJ5893'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5893'GPSR COORDINATES  N33 27.420   W112 17.402.   ELEV 1,014 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1294 ***********************************************************************
 DU1294  DESIGNATION -  ROOSEVELT
 DU1294  PID         -  DU1294
 DU1294  STATE/COUNTY-  AZ/GILA
 DU1294  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1294
 DU1294                         *CURRENT SURVEY CONTROL
 DU1294  ___________________________________________________________________
 DU1294* NAD 83(1992)-  33 40 10.10590(N)    111 07 58.36548(W)     ADJUSTED  
 DU1294* NAVD 88     -       680.618  (meters)    2232.99   (feet)  ADJUSTED  
 DU1294  ___________________________________________________________________
 DU1294  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DU1294  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU1294  DYNAMIC HT  -         679.745 (meters)    2230.13  (feet)  COMP
 DU1294  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 DU1294
 DU1294  HORZ ORDER  -  SECOND
 DU1294  VERT ORDER  -  FIRST     CLASS II
 DU1294
 DU1294.The horizontal coordinates were established by classical geodetic methods
 DU1294.and adjusted by the National Geodetic Survey in August 1993.
 DU1294
 DU1294.The orthometric height was determined by differential leveling
 DU1294.and adjusted in June 1991.
 DU1294
 DU1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1294
 DU1294.The geoid height was determined by GEOID03.
 DU1294
 DU1294.The dynamic height is computed by dividing the NAVD 88
 DU1294.geopotential number by the normal gravity value computed on the
 DU1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1294.degrees latitude (g = 980.6199 gals.).
 DU1294
 DU1294.The modeled gravity was interpolated from observed gravity values.
 DU1294
 DU1294;                    North         East     Units Scale Factor Converg.
 DU1294;SPC AZ E     -   296,414.622   123,759.723   MT  0.99999894   -0 32 08.5
 DU1294;SPC AZ E     -   972,488.92    406,035.84   iFT  0.99999894   -0 32 08.5
 DU1294;UTM  12      - 3,725,516.799   487,681.557   MT  0.99960187   -0 04 25.2
 DU1294
 DU1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1294!SPC AZ E     -   0.99989755  x   0.99999894  =   0.99989649
 DU1294!UTM  12      -   0.99989755  x   0.99960187  =   0.99949946
 DU1294
 DU1294|---------------------------------------------------------------------|
 DU1294| PID    Reference Object                     Distance      Geod. Az  |
 DU1294|                                                           dddmmss.s |
 DU1294| DU1293 ROOSEVELT RM 1                       11.486 METERS 02200     |
 DU1294| CH5348 ROOSEVELT AZ MK                                    1045500.3 |
 DU1294| DU1292 ROOSEVELT RM 3                       21.888 METERS 20106     |
 DU1294| CH4044 ROUTE 88 DISK                                      2664344.2 |
 DU1294| CH5349 ROOSEVELT RM 2                       10.555 METERS 28706     |
 DU1294|---------------------------------------------------------------------|
 DU1294
 DU1294                          SUPERSEDED SURVEY CONTROL
 DU1294
 DU1294  NAD 83(1986)-  33 40 10.10172(N)    111 07 58.36673(W) AD(       ) 2
 DU1294  NAD 27      -  33 40 09.92400(N)    111 07 55.92400(W) AD(       ) 2
 DU1294  NGVD 29 (07/19/86)  680.0    (m)         2231.     (f) VERT ANG    3  
 DU1294
 DU1294.Superseded values are not recommended for survey control.
 DU1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1294.See file dsdata.txt to determine how the superseded data were derived.
 DU1294
 DU1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8768225517(NAD 83)
 DU1294_MARKER: DS = TRIANGULATION STATION DISK
 DU1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1294_SP_SET: CONCRETE POST
 DU1294_STAMPING: ROOSEVELT 1946
 DU1294_PROJECTION: FLUSH
 DU1294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1294+STABILITY: SURFACE MOTION
 DU1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1294+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU1294
 DU1294  HISTORY     - Date     Condition        Report By
 DU1294  HISTORY     - 1946     MONUMENTED       CGS
 DU1294  HISTORY     - 1967     GOOD             AMS
 DU1294  HISTORY     - 1974     GOOD             AZHD
 DU1294  HISTORY     - 1976     GOOD             LOCENG
 DU1294  HISTORY     - 1977     GOOD             NGS
 DU1294  HISTORY     - 1979     GOOD             NGS
 DU1294  HISTORY     - 19980701 GOOD             AZDT
 DU1294  HISTORY     - 20050529 GOOD             USPSQD
 DU1294  HISTORY     - 20070506 GOOD             GEOCAC
 DU1294
 DU1294                          STATION DESCRIPTION
 DU1294
 DU1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU1294'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE RIDGE WHICH
 DU1294'EXTENDS NORTHERLY TO THE LAKE FROM THE STORE AND POST OFFICE
 DU1294'IN ROOSEVELT.  THE STATION MARK IS STAMPED--ROOSEVELT 1964 AND
 DU1294'PROJECTS 2 INCHES.  IT IS 37 YARDS NORTHEAST OF A SQUARE, CONCRETE
 DU1294'WATER RESERVOIR.
 DU1294'
 DU1294'REFERENCE MARK NO. 1 IS STAMPED--ROOSEVELT NO 1 1946, PROJECTS
 DU1294'4 INCHES, AND IS 6 INCHES LOWER THAN THE STATION MARK.
 DU1294'
 DU1294'REFERENCE MARK NO. 2 IS STAMPED--ROOSEVELT NO 2 1946, PROJECTS
 DU1294'4 INCHES, AND IS 12 INCHES LOWER THAN THE STATION MARK.
 DU1294'
 DU1294'THE AZIMUTH MARK IS A BRONZE DISK STAMPED--ROOSEVELT 1946, SET
 DU1294'IN THE NORTH EDGE OF A CONCRETE FLUME 6 FEET FROM THE EAST END.
 DU1294'
 DU1294'TO REACH STATION FROM THE STORE AND POST OFFICE IN ROOSEVELT, GO
 DU1294'0.15 MILE NORTH ON THE FRAZIER LANDING ROAD TO A FENCE CORNER.
 DU1294'TURN RIGHT, GO 0.1 MILE TO TOP OF RIDGE AND STATION SITE.
 DU1294'A DRIVE STATION.
 DU1294
 DU1294                          STATION RECOVERY (1967)
 DU1294
 DU1294'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CCG)
 DU1294'MARK RECOVERED AND DESCRIPTION ADEQUATE.
 DU1294'
 DU1294'AZIMUTH MARK NOT LOCATED.
 DU1294
 DU1294                          STATION RECOVERY (1974)
 DU1294
 DU1294'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1974 (EHF)
 DU1294'GENERAL LOCATION ROOSEVELT LAKE.
 DU1294'
 DU1294'STATION MARK DESCRIPTION ADEQUATE.
 DU1294'
 DU1294'REFERENCE MARKS DESCRIPTION ADEQUATE.
 DU1294'
 DU1294'AZIMUTH MARK NO SEARCH MADE.
 DU1294
 DU1294                          STATION RECOVERY (1976)
 DU1294
 DU1294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (FJM)
 DU1294'ROOSEVELT 1946 RECOVERED GOOD.
 DU1294'
 DU1294'ROOSEVELT NO. 1 1946 RECOVERED GOOD.
 DU1294'
 DU1294'ROOSEVELT NO 2 1946 RECOVERED GOOD.
 DU1294'
 DU1294'DESCRIPTION GOOD.  CONSTRUCTION PLANNED FOR HILL ON WHICH STATION
 DU1294'SITS.  COULD BE DESTROYED BY FUTURE EXCAVATION AND CONSTRUCTION.
 DU1294'
 DU1294'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROOSEVELT.
 DU1294
 DU1294                          STATION RECOVERY (1977)
 DU1294
 DU1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DU1294'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DU1294'DESCRIBED ON TOP OF A SMALL HILL WHICH HAS HAD AN EXCAVATION ON THE
 DU1294'SOUTHEAST SIDE.  SHOULD THE EXCAVATION BE CONTINUED IN THE FUTURE
 DU1294'THE MARKS MAY BE DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED IN
 DU1294'A SAFE LOCATION AS A BACKUP STATION.  THE AZIMUTH MARK WAS
 DU1294'SEARCHED FOR AND NOT RECOVERED AN ARIZONA HIGHWAY DEPARTMENT MARK
 DU1294'WAS USED FOR A NEW AZIMUTH MARK.  A WITNESS POST AND SIGN IS SET 1
 DU1294'FOOT FROM THE STATION MARK AND EACH REFERENCE MARK.
 DU1294'
 DU1294'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ROOSEVELT NO 3 1977.
 DU1294'IT IS SET IN A DRILL HOLE IN TOP OF A 8X8 FOOT WELL CASING SLAB
 DU1294'WHICH PROJECTS 8 INCHES.
 DU1294'
 DU1294'THE NEW AZIMUTH MARK IS AN UNSTAMPED AHD DISK SET IN TOP OF SOUTH
 DU1294'CONCRETE HEADWALL OF A CONCRETE CULVERT ALONG ARIZONA HIGHWAYS 88
 DU1294'AND 188.
 DU1294'
 DU1294'TO REACH THE STATION FROM THE SERVICE STATION IN ROOSEVELT DRIVE
 DU1294'NORTHEAST ALONG THE DIRT ROAD 0.2 MILE TO THE MOTEL AND THE
 DU1294'STATION ON TOP OF THE SMALL HILL 25 YARDS SOUTHEAST OF THE MOTEL.
 DU1294'
 DU1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROOSEVELT.
 DU1294'
 DU1294'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU1294
 DU1294                          STATION RECOVERY (1979)
 DU1294
 DU1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1294'0.3 MI NE FROM ROOSEVELT.
 DU1294'0.3 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 DU1294'ROOSEVELT, AT AN ABANDONED MOTEL ON U.S. GOVERNMENT PROPERTY,
 DU1294'115 FEET EAST OF THE CENTER OF THE ROAD, 71 FEET SOUTH OF THE
 DU1294'SOUTHWEST CORNER OF THE MOTEL, 49.2 FEET WEST OF A UTILITY POLE
 DU1294'WITH SIX GUY WIRES AND 37 FEET SOUTHWEST OF RM 1.
 DU1294'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DU1294'THE MARK IS 6 FT ABOVE THE ROAD.
 DU1294
 DU1294                          STATION RECOVERY (1998)
 DU1294
 DU1294'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU1294'RECOVERED AS DESCRIBED.
 DU1294
 DU1294                          STATION RECOVERY (2005)
 DU1294
 DU1294'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1294'RECOVERED AS DESCRIBED.
 DU1294
 DU1294                          STATION RECOVERY (2007)
 DU1294
 DU1294'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1293 ***********************************************************************
 DU1293  DESIGNATION -  ROOSEVELT RM 1
 DU1293  PID         -  DU1293
 DU1293  STATE/COUNTY-  AZ/GILA
 DU1293  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1293
 DU1293                         *CURRENT SURVEY CONTROL
 DU1293  ___________________________________________________________________
 DU1293* NAD 83(2007)-  33 40 10.44740(N)    111 07 58.19975(W)     ADJUSTED  
 DU1293* NAVD 88     -       680.311  (meters)    2231.99   (feet)  ADJUSTED  
 DU1293  ___________________________________________________________________
 DU1293  EPOCH DATE  -        2007.00
 DU1293  X           -  -1,915,938.950 (meters)                     COMP
 DU1293  Y           -  -4,956,812.604 (meters)                     COMP
 DU1293  Z           -   3,516,364.031 (meters)                     COMP
 DU1293  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DU1293  ELLIP HEIGHT-         652.330 (meters)          (02/10/07) ADJUSTED
 DU1293  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU1293  DYNAMIC HT  -         679.437 (meters)    2229.12  (feet)  COMP
 DU1293
 DU1293  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1293  Type    PID    Designation                      North   East  Ellip
 DU1293  -------------------------------------------------------------------
 DU1293  NETWORK DU1293 ROOSEVELT RM 1                    0.57   0.47   1.84
 DU1293  -------------------------------------------------------------------
 DU1293  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 DU1293
 DU1293  VERT ORDER  -  FIRST     CLASS II
 DU1293
 DU1293.The horizontal coordinates were established by GPS observations
 DU1293.and adjusted by the National Geodetic Survey in February 2007.
 DU1293
 DU1293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1293.The horizontal coordinates are valid at the epoch date displayed above.
 DU1293.The epoch date for horizontal control is a decimal equivalence
 DU1293.of Year/Month/Day.
 DU1293
 DU1293.The orthometric height was determined by differential leveling
 DU1293.and adjusted in June 1991.
 DU1293
 DU1293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1293
 DU1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1293
 DU1293.The ellipsoidal height was determined by GPS observations
 DU1293.and is referenced to NAD 83.
 DU1293
 DU1293.The geoid height was determined by GEOID03.
 DU1293
 DU1293.The dynamic height is computed by dividing the NAVD 88
 DU1293.geopotential number by the normal gravity value computed on the
 DU1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1293.degrees latitude (g = 980.6199 gals.).
 DU1293
 DU1293.The modeled gravity was interpolated from observed gravity values.
 DU1293
 DU1293;                    North         East     Units Scale Factor Converg.
 DU1293;SPC AZ E     -   296,425.104   123,764.091   MT  0.99999893   -0 32 08.5
 DU1293;SPC AZ E     -   972,523.31    406,050.17   iFT  0.99999893   -0 32 08.5
 DU1293;UTM  12      - 3,725,527.311   487,685.839   MT  0.99960187   -0 04 25.1
 DU1293
 DU1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1293!SPC AZ E     -   0.99989760  x   0.99999893  =   0.99989653
 DU1293!UTM  12      -   0.99989760  x   0.99960187  =   0.99949951
 DU1293
 DU1293                          SUPERSEDED SURVEY CONTROL
 DU1293
 DU1293  NAD 83(1992)-  33 40 10.44667(N)    111 07 58.19858(W) AD(       ) A
 DU1293  ELLIP H (01/27/00)  652.348  (m)                       GP(       ) 1 1
 DU1293  NAVD 88 (01/27/00)  680.31   (m)         2232.0    (f) LEVELING    3  
 DU1293
 DU1293.Superseded values are not recommended for survey control.
 DU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1293.See file dsdata.txt to determine how the superseded data were derived.
 DU1293
 DU1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8768625527(NAD 83)
 DU1293_MARKER: DR = REFERENCE MARK DISK
 DU1293_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DU1293_SP_SET: CONCRETE POST
 DU1293_STAMPING: ROOSEVELT NO 1 1946
 DU1293_MARK LOGO: CGS   
 DU1293_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1293+STABILITY: SURFACE MOTION
 DU1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1293+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1293
 DU1293  HISTORY     - Date     Condition        Report By
 DU1293  HISTORY     - 1946     MONUMENTED       CGS
 DU1293  HISTORY     - 1979     GOOD             NGS
 DU1293  HISTORY     - 19981117 GOOD             AZ-013
 DU1293  HISTORY     - 20050529 GOOD             USPSQD
 DU1293
 DU1293                          STATION DESCRIPTION
 DU1293
 DU1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1293'0.3 MI NE FROM ROOSEVELT.
 DU1293'0.3 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 DU1293'ROOSEVELT, AT AN ABANDONED MOTEL ON U.S. GOVERNMENT PROPERTY,
 DU1293'40 FEET WEST-NORTHWEST OF A UTILITY POLE WITH SIX GUY WIRES,
 DU1293'37 FEET NORTHEAST OF THE STATION MARK AND 35.8 FEET SOUTH OF THE
 DU1293'SOUTHWEST CORNER OF THE MOTEL.
 DU1293'THE MARK IS 2 FT  N FROM A WITNESS POST.
 DU1293'THE MARK IS 6 FT ABOVE THE ROAD.
 DU1293
 DU1293                          STATION RECOVERY (1998)
 DU1293
 DU1293'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU1293'RECOVERED AS DESCRIBED.
 DU1293
 DU1293                          STATION RECOVERY (2005)
 DU1293
 DU1293'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1292 ***********************************************************************
 DU1292  DESIGNATION -  ROOSEVELT RM 3
 DU1292  PID         -  DU1292
 DU1292  STATE/COUNTY-  AZ/GILA
 DU1292  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1292
 DU1292                         *CURRENT SURVEY CONTROL
 DU1292  ___________________________________________________________________
 DU1292* NAD 83(1986)-  33 40 09.     (N)    111 07 58.     (W)     SCALED    
 DU1292* NAVD 88     -       680.091  (meters)    2231.27   (feet)  ADJUSTED  
 DU1292  ___________________________________________________________________
 DU1292  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DU1292  DYNAMIC HT  -         679.218 (meters)    2228.40  (feet)  COMP
 DU1292  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 DU1292
 DU1292  VERT ORDER  -  FIRST     CLASS II
 DU1292
 DU1292.The horizontal coordinates were scaled from a topographic map and have
 DU1292.an estimated accuracy of +/- 6 seconds.
 DU1292
 DU1292.The orthometric height was determined by differential leveling
 DU1292.and adjusted in June 1991.
 DU1292
 DU1292.The geoid height was determined by GEOID03.
 DU1292
 DU1292.The dynamic height is computed by dividing the NAVD 88
 DU1292.geopotential number by the normal gravity value computed on the
 DU1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1292.degrees latitude (g = 980.6199 gals.).
 DU1292
 DU1292.The modeled gravity was interpolated from observed gravity values.
 DU1292
 DU1292;                    North         East    Units  Estimated Accuracy
 DU1292;SPC AZ E     -   296,380.      123,770.      MT  (+/- 180 meters Scaled)
 DU1292
 DU1292                          SUPERSEDED SURVEY CONTROL
 DU1292
 DU1292.No superseded survey control is available for this station.
 DU1292
 DU1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC876254(NAD 83)
 DU1292_MARKER: DR = REFERENCE MARK DISK
 DU1292_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU1292+WITH SETTING: PAVEMENT
 DU1292_SP_SET: TOP OF CONCRETE WELL CASING
 DU1292_STAMPING: ROOSEVELT NO 3 1946 1977
 DU1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1292+STABILITY: SURFACE MOTION
 DU1292
 DU1292  HISTORY     - Date     Condition        Report By
 DU1292  HISTORY     - 1977     MONUMENTED       NGS
 DU1292  HISTORY     - 1979     GOOD             NGS
 DU1292  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1292
 DU1292                          STATION DESCRIPTION
 DU1292
 DU1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1292'0.3 MI NE FROM ROOSEVELT.
 DU1292'0.3 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 DU1292'ROOSEVELT, AT AN ABANDONED MOTEL ON U.S. GOVERNMENT PROPERTY
 DU1292'IN THE TOP OF A CONCRETE PAD OF A WELL AND PUMP, 72 FEET SOUTH
 DU1292'OF THE STATION MARK, 28.6 FEET NORTHEAST OF THE NORTHWEST
 DU1292'CORNER OF A SMALL CONCRETE BUILDING AND 2 FEET NORTH OF THE PUMP.
 DU1292'THE MARK IS 72 FT  S FROM A WITNESS POST.
 DU1292'THE MARK IS 6 FT ABOVE THE ROAD.
 DU1292
 DU1292                          STATION RECOVERY (2005)
 DU1292
 DU1292'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2016 ***********************************************************************
 CZ2016  DESIGNATION -  ROSA
 CZ2016  PID         -  CZ2016
 CZ2016  STATE/COUNTY-  AZ/PIMA
 CZ2016  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ2016
 CZ2016                         *CURRENT SURVEY CONTROL
 CZ2016  ___________________________________________________________________
 CZ2016* NAD 83(1992)-  32 20 04.26263(N)    111 54 07.80646(W)     ADJUSTED  
 CZ2016* NAVD 88     -       697.     (meters)    2287.     (feet)  SCALED    
 CZ2016  ___________________________________________________________________
 CZ2016  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 CZ2016  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ2016  HORZ ORDER  -  SECOND
 CZ2016
 CZ2016.The horizontal coordinates were established by classical geodetic methods
 CZ2016.and adjusted by the National Geodetic Survey in August 1993.
 CZ2016
 CZ2016.The orthometric height was scaled from a topographic map.
 CZ2016
 CZ2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2016
 CZ2016.The geoid height was determined by GEOID03.
 CZ2016
 CZ2016;                    North         East     Units Scale Factor Converg.
 CZ2016;SPC AZ C     -   147,957.954   214,724.847   MT  0.99990002   +0 00 27.9
 CZ2016;SPC AZ C     -   485,426.36    704,477.84   iFT  0.99990002   +0 00 27.9
 CZ2016;UTM  12      - 3,577,872.950   415,094.691   MT  0.99968890   -0 28 57.2
 CZ2016
 CZ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2016!SPC AZ C     -   0.99989544  x   0.99990002  =   0.99979547
 CZ2016!UTM  12      -   0.99989544  x   0.99968890  =   0.99958437
 CZ2016
 CZ2016|---------------------------------------------------------------------|
 CZ2016| PID    Reference Object                     Distance      Geod. Az  |
 CZ2016|                                                           dddmmss.s |
 CZ2016| CH5351 ROSA RM 1                             6.240 METERS 08425     |
 CZ2016| CH5352 ROSA RM 2                             3.230 METERS 23626     |
 CZ2016| CH5350 ROSA AZ MK                                         2623503.8 |
 CZ2016| CH5396 SANTA ROSA SCH DOI TANK                            2775336.5 |
 CZ2016|---------------------------------------------------------------------|
 CZ2016
 CZ2016                          SUPERSEDED SURVEY CONTROL
 CZ2016
 CZ2016  NAD 83(1986)-  32 20 04.25661(N)    111 54 07.80860(W) AD(       ) 2
 CZ2016  NAD 27      -  32 20 04.00600(N)    111 54 05.33100(W) AD(       ) 2
 CZ2016
 CZ2016.Superseded values are not recommended for survey control.
 CZ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2016.See file dsdata.txt to determine how the superseded data were derived.
 CZ2016
 CZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA1509577873(NAD 83)
 CZ2016_MARKER: DS = TRIANGULATION STATION DISK
 CZ2016_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2016
 CZ2016  HISTORY     - Date     Condition        Report By
 CZ2016  HISTORY     - 1936     MONUMENTED       CGS
 CZ2016  HISTORY     - 1972     GOOD             AZHD
 CZ2016  HISTORY     - 1973     GOOD             NGS
 CZ2016  HISTORY     - 1975     GOOD             NGS
 CZ2016
 CZ2016                          STATION DESCRIPTION
 CZ2016
 CZ2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2016'ON THE PAPAGO INDIAN RESERVATION, TO THE EASTWARD OF SANTA
 CZ2016'ROSA, ABOUT 8 MILES EAST AND 1 MILE NORTH OF THE INDIAN
 CZ2016'VILLAGE, ON THE HIGHEST POINT OF A LONE DETACHED HILL AT
 CZ2016'THE SOUTHWEST BASE OF THE SANTA ROSA MOUNTAIN.  MARKED BY
 CZ2016'A STANDARD BRONZE DISK.  REFERENCE
 CZ2016'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 CZ2016'6.250 METERS (20.51 FEET) FROM STATION.
 CZ2016'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ2016'DISK IS 3.227 METERS (10.59 FEET) FROM STATION
 CZ2016'THE AZIMUTH MARK, A STANDARD
 CZ2016'BRONZE DISK IS ON THE NORTHWEST CORNER OF AN
 CZ2016'EARTHEN RESERVOIR (CHARCO), 60 FEET WEST OF THE ROAD TO
 CZ2016'THE STATION AND 1-1/2 MILES FROM STATION S 82 DEG 35 MIN W.
 CZ2016
 CZ2016                          STATION RECOVERY (1972)
 CZ2016
 CZ2016'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ2016'GENERAL LOCATION PIMA COUNTY, ARIZONA ON PAPAGO INDIAN RES
 CZ2016'
 CZ2016'STATION MARK STD. DISK MARKED USC AND GS ROSA 1936
 CZ2016'
 CZ2016'REFERENCE MARKS R.M. 2 GOOD
 CZ2016'
 CZ2016'R.M. 1 NOT FOUND.
 CZ2016'
 CZ2016'AZIMUTH MARK NOT SEARCHED FOR.
 CZ2016
 CZ2016                          STATION RECOVERY (1973)
 CZ2016
 CZ2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ2016'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ2016'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 CZ2016'AND BELIEVED DESTROYED BY CONSTRUCTION AROUND A WATER HOLE.
 CZ2016'THE WATER TANK AT SANTA ROSA INDIAN SCHOOL WAS CUT IN TO
 CZ2016'SERVE FOR AN AZIMUTH MARK.  A NEW ROUTE TO THE STATION FOLLOWS.
 CZ2016'
 CZ2016'TO REACH THE STATION FROM CASA GRANDE, GO SOUTH ALONG ARIZONA
 CZ2016'HIGHWAY 94 FOR 43 MILES TO SANTA ROSA INDIAN SCHOOL ON THE
 CZ2016'RIGHT, CONTINUE SOUTH FOR 1.3 MILES TO A GRADED ROAD ON THE
 CZ2016'LEFT.  TURN LEFT TOWARD THE VILLAGE OF SANTA ROSA FOR 1.75
 CZ2016'MILES TO A REVERSE Y-FORK IN THE VILLAGE.  TURN SHARP LEFT
 CZ2016'(NORTHEAST) FOR 1.25 MILES TO A TRACK ROAD ON THE RIGHT
 CZ2016'WHERE THE MAIN ROAD TURNS LEFT.  TURN RIGHT FOR 0.6 MILE
 CZ2016'TO A 3 WAY FORK WHICH FORMS A NARROW ANGLE.  TAKE THE LEFT
 CZ2016'FORK EAST FOR 2.9 MILES TO BM B 311 1952 ON THE LEFT SIDE
 CZ2016'OF THE ROAD, CONTINUE EAST ALONG THE TRACK ROAD FOR 2.4
 CZ2016'MILES TO A CORRAL ON THE RIGHT.  FOLLOW ALONG THE WEST SIDE
 CZ2016'OF THE CORRAL FOR 0.1 MILE TO A NORTH-SOUTH FENCE LINE.
 CZ2016'BEAR SOUTH ALONG THE EAST SIDE OF THE FENCE ON A VERY
 CZ2016'POOR TRACK ROAD FOR 1.7 MILES.  TURN LEFT ACROSS COUNTRY
 CZ2016'FOR ABOUT 1/4 MILE TO A WASH AND END OF TRUCK TRAVEL.
 CZ2016'PACK EAST TO THE TOP OF HILL AND STATION.  ABOUT A 1
 CZ2016'MILE OR 30 MINUTE PACK.
 CZ2016'
 CZ2016'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ2016'
 CZ2016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 CZ2016'EAST OF SANTA ROSA
 CZ2016
 CZ2016                          STATION RECOVERY (1975)
 CZ2016
 CZ2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DLL)
 CZ2016'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1775 ***********************************************************************
 CZ1775  DESIGNATION -  ROSE
 CZ1775  PID         -  CZ1775
 CZ1775  STATE/COUNTY-  AZ/COCHISE
 CZ1775  USGS QUAD   -  REILEY PEAK (1985)
 CZ1775
 CZ1775                         *CURRENT SURVEY CONTROL
 CZ1775  ___________________________________________________________________
 CZ1775* NAD 83(1992)-  32 23 18.68671(N)    110 03 56.64378(W)     ADJUSTED  
 CZ1775* NAVD 88     -      2172.6    (meters)    7128.     (feet)  VERTCON   
 CZ1775  ___________________________________________________________________
 CZ1775  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 CZ1775  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CZ1775  HORZ ORDER  -  FIRST
 CZ1775
 CZ1775.The horizontal coordinates were established by classical geodetic methods
 CZ1775.and adjusted by the National Geodetic Survey in August 1993.
 CZ1775
 CZ1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1775
 CZ1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1775
 CZ1775.The geoid height was determined by GEOID03.
 CZ1775
 CZ1775;                    North         East     Units Scale Factor Converg.
 CZ1775;SPC AZ E     -   153,950.715   222,856.024   MT  0.99990111   +0 03 14.6
 CZ1775;SPC AZ E     -   505,087.65    731,154.93   iFT  0.99990111   +0 03 14.6
 CZ1775;UTM  12      - 3,583,885.765   587,873.907   MT  0.99969522   +0 30 01.7
 CZ1775
 CZ1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1775!SPC AZ E     -   0.99966325  x   0.99990111  =   0.99956439
 CZ1775!UTM  12      -   0.99966325  x   0.99969522  =   0.99935857
 CZ1775
 CZ1775:                Primary Azimuth Mark                     Grid Az
 CZ1775:SPC AZ E     -  CAIRN 3 AND 1/2 MI N OF ROSE             007 07 23.0
 CZ1775:UTM  12      -  CAIRN 3 AND 1/2 MI N OF ROSE             006 40 35.9
 CZ1775
 CZ1775|---------------------------------------------------------------------|
 CZ1775| PID    Reference Object                     Distance      Geod. Az  |
 CZ1775|                                                           dddmmss.s |
 CZ1775| CZ1773 CAIRN 3 AND 1/2 MI N OF ROSE        APPROX. 6.2 KM 0071037.6 |
 CZ1775| CC8144 ROSE RM 1                             8.010 METERS 02937     |
 CZ1775| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.35.4 KM 0345921.0 |
 CZ1775| CC8143 ROSE AZ MK                                         0712055.3 |
 CZ1775| CC8145 ROSE RM 2                             4.107 METERS 15528     |
 CZ1775|---------------------------------------------------------------------|
 CZ1775
 CZ1775                          SUPERSEDED SURVEY CONTROL
 CZ1775
 CZ1775  NAD 83(1986)-  32 23 18.68203(N)    110 03 56.64262(W) AD(       ) 1
 CZ1775  NAD 27      -  32 23 18.42600(N)    110 03 54.36500(W) AD(       ) 1
 CZ1775  NGVD 29 (07/19/86) 2171.7    (m)         7125.     (f) VERT ANG    3  
 CZ1775
 CZ1775.Superseded values are not recommended for survey control.
 CZ1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1775.See file dsdata.txt to determine how the superseded data were derived.
 CZ1775
 CZ1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8787483886(NAD 83)
 CZ1775_MARKER: DS = TRIANGULATION STATION DISK
 CZ1775_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1775
 CZ1775  HISTORY     - Date     Condition        Report By
 CZ1775  HISTORY     - 1946     MONUMENTED       CGS
 CZ1775
 CZ1775                          STATION DESCRIPTION
 CZ1775
 CZ1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1775'THE STATION IS LOCATED ON THE MOST E PEAK IN THE WINCHESTER
 CZ1775'MOUNTAIN RANGE.  THIS PEAK RISES TO THE W OUT OF ROSE CANYON.
 CZ1775'IN APPROXIMATE AIRLINE DISTANCES IT IS LOCATED 32 MILES NNE
 CZ1775'OF BENSON, 24 MILES E OF REDINGTON, 17 MILES NW OF WILLCOX,
 CZ1775'AND 15 MILES SSW OF BONITA.
 CZ1775'
 CZ1775'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CZ1775'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO THE TEXACO STATION
 CZ1775'ON THE RIGHT, AND A CROSSROAD.  TURN RIGHT HERE AND GO 0.3
 CZ1775'MILE ON GRADED ROAD TO A T-INTERSECTION.  HERE JOG LEFT FOR
 CZ1775'50 YARDS AND CONTINUE 0.2 MILE TO ANOTHER T-INTERSECTION.
 CZ1775'TURN RIGHT HERE AND GO 1.0 MILE, THENCE TURN LEFT WITH THE
 CZ1775'MACADAM ROAD AND GO 1.8 MILES TO A CROSSROAD.  TURN RIGHT HERE,
 CZ1775'KEEPING ON THE MACADAM ROAD AND GOING FOR 4.7 MILES, THENCE
 CZ1775'TURN LEFT WITH THE MACADAM ROAD AND GO 1.85 MILES TO THE
 CZ1775'END OF THE MACADAM ROAD.  KEEP STRAIGHT AHEAD ON THE WELL
 CZ1775'GRADED GRAVEL ROAD FOR 0.95 MILE.  TURN RIGHT HERE WITH THE
 CZ1775'MAIN TRAVELED GRADED ROAD AND GO 1.9 MILES TO WHERE
 CZ1775'STATION MACK IS LOCATED ON THE RIGHT OR E SIDE OF THE
 CZ1775'ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.8 MILES, THENCE TURN
 CZ1775'LEFT WITH THE MAIN TRAVELED GRADED ROAD AND GO 1.9 MILES TO
 CZ1775'WHERE THE MAIN TRAVELED ROAD TURNS RIGHT.  LEAVE THE
 CZ1775'GRADED ROAD HERE AND GO STRAIGHT AHEAD THROUGH A GATE AND
 CZ1775'ON A TRACK ROAD FOR 1.4 MILES.  THE MAIN TRAVELED TRACK
 CZ1775'ROAD TURNS LEFT OVER A CATTLE GUARD AT THIS POINT.  LEAVE
 CZ1775'THIS ROAD BY GOING STRAIGHT AHEAD, THROUGH A WIRE GATE, AND
 CZ1775'FOLLOWING ANOTHER LESS USED TRACK ROAD GO FOR 1.3 MILES
 CZ1775'TO A BUILDING, WINDMILL AND DIRT WATER TANK.  TURN RIGHT
 CZ1775'HERE AND GO 0.1 MILE TO A GATE AT THE E EDGE OF THE FENCE
 CZ1775'AROUND TANK.  PASS THROUGH THIS GATE AND A SECOND GATE 0.05
 CZ1775'MILE BEYOND, AND THEN TURN SHARP LEFT AND GO 0.1 MILE TO A
 CZ1775'POINT JUST OPPOSITE THE WINDMILL WHERE A DIM RIGHT FORK IS
 CZ1775'LOCATED.  (THE AZIMUTH MARK IS LOCATED IN THE CONCRETE
 CZ1775'POST AT THE SW LEG OF THE WINDMILL.) TAKE THE DIM RIGHT
 CZ1775'FORK AT THIS POINT AND GO FOR 0.4 MILE TO ANOTHER FORK.  TAKE
 CZ1775'THE LEFT FORK HERE AND FOLLOW THIS TRACK ROAD UP ALONG THE
 CZ1775'WASH FOR 1.1 MILES.  TURN LEFT AT THIS POINT AND GO CROSS
 CZ1775'COUNTRY ACROSS THE WASH AND THEN UP THE SLIGHTLY SLOPING
 CZ1775'OPPOSITE SIDE FOR 0.6 MILE TO THE END OF TRUCK TRAVEL.  (A
 CZ1775'HEAVY TRUCK WITH COMPOUND WAS DRIVEN 0.75 MILE FARTHER TOWARD
 CZ1775'THE BASE OF THE MOUNTAIN BY TURNING RIGHT AND CROSSING THE
 CZ1775'WASH AT THE END OF TRUCK TRAVEL, AND THEN WORKING ITS WAY UP
 CZ1775'ON THE OTHER SIDE OF THE WASH.) FROM THE END OF TRUCK
 CZ1775'TRAVEL PACK W TO THE SMALLER MIDDLE RIDGE RISING FROM THE BASE
 CZ1775'OF THE MOUNTAIN.  PACK UP THIS RIDGE, KEEPING TO THE
 CZ1775'LEFT WHEN YOU RUN INTO HIGH CLIFFS, TO THE TOP OF THE
 CZ1775'MOUNTAIN, THE HIGHEST POINT, AND THE STATION.
 CZ1775'
 CZ1775'THE STATION MARK IS A BRONZE STATION DISK, STAMPED ROSE 1946,
 CZ1775'AND SET IN OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING
 CZ1775'SURFACE.  IT IS LOCATED 19 FEET E OF THE HIGHEST POINT AND
 CZ1775'ABOUT 15 FEET E OF A 4-FOOT ROCK CAIRN.
 CZ1775'
 CZ1775'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED ROSE NO
 CZ1775'1 1946, AND SET IN OUTCROPPING BEDROCK WHICH PROJECTS 2-1/2
 CZ1775'FEET ABOVE THE SURROUNDING SURFACE.  IT IS SLIGHTLY LOWER
 CZ1775'THAN THE STATION AND IS LOCATED NNE OF THE STATION.
 CZ1775'
 CZ1775'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED ROSE
 CZ1775'NO 2 1946, AND SET IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 CZ1775'THE SURROUNDING SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE
 CZ1775'STATION AND IS LOCATED SSE OF THE STATION.
 CZ1775'
 CZ1775'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED ROSE 1946,
 CZ1775'AND SET IN A SQUARE SLIGHTLY LEANING CONCRETE POST WHICH PROJECTS
 CZ1775'30 INCHES ABOVE THE SURROUNDING SURFACE.  THE POST FORMS
 CZ1775'THE ANCHOR FOR THE SW LEG OF THE WOODEN WINDMILL MENTIONED IN
 CZ1775'THE DESCRIPTION ABOVE.  THE AZIMUTH MARK IS LOCATED 2-1/2 MILES
 CZ1775'ENE OF THE STATION, ABOUT 50 YARDS E OF THE ROAD AT THE FORK,
 CZ1775'AND ABOUT 6 FEET SW OF THE WELL.  THERE IS A 4-INCH SQUARE
 CZ1775'WHITE WITNESS POST TIED 8 INCHES ABOVE THE MARK ON THE LEG OF
 CZ1775'THE WINDMILL.
 CZ1775'
 CZ1775'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0766 ***********************************************************************
 DT0766  DESIGNATION -  ROSE
 DT0766  PID         -  DT0766
 DT0766  STATE/COUNTY-  AZ/GREENLEE
 DT0766  USGS QUAD   -  ROSE PEAK (1967)
 DT0766
 DT0766                         *CURRENT SURVEY CONTROL
 DT0766  ___________________________________________________________________
 DT0766* NAD 83(1992)-  33 26 18.56005(N)    109 22 15.19735(W)     ADJUSTED  
 DT0766* NAVD 88     -      2676.3    (meters)    8780.     (feet)  VERTCON   
 DT0766  ___________________________________________________________________
 DT0766  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DT0766  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 DT0766  HORZ ORDER  -  FIRST
 DT0766
 DT0766.The horizontal coordinates were established by classical geodetic methods
 DT0766.and adjusted by the National Geodetic Survey in August 1993.
 DT0766
 DT0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0766
 DT0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0766
 DT0766.The geoid height was determined by GEOID03.
 DT0766
 DT0766;                    North         East     Units Scale Factor Converg.
 DT0766;SPC AZ E     -   270,661.921   287,351.563   MT  0.99996748   +0 26 18.7
 DT0766;SPC AZ E     -   887,998.43    942,754.47   iFT  0.99996748   +0 26 18.7
 DT0766;UTM  12      - 3,701,086.116   651,435.679   MT  0.99988274   +0 53 52.4
 DT0766
 DT0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0766!SPC AZ E     -   0.99958379  x   0.99996748  =   0.99955128
 DT0766!UTM  12      -   0.99958379  x   0.99988274  =   0.99946658
 DT0766
 DT0766:                Primary Azimuth Mark                     Grid Az
 DT0766:SPC AZ E     -  SADDLE MT LOOKOUT TOWER                  059 42 19.4
 DT0766:UTM  12      -  SADDLE MT LOOKOUT TOWER                  059 14 45.7
 DT0766
 DT0766|---------------------------------------------------------------------|
 DT0766| PID    Reference Object                     Distance      Geod. Az  |
 DT0766|                                                           dddmmss.s |
 DT0766| DT0724 SADDLE MT LOOKOUT TOWER             APPROX.39.6 KM 0600838.1 |
 DT0766| DT0725 BEAR MOUNTAIN LOOKOUT               APPROX.23.5 KM 0632409.4 |
 DT0766| CD2628 ROSE RM 2                             9.563 METERS 20435     |
 DT0766| CD2626 ROSE AZ MK                                         3023746.7 |
 DT0766| CD2627 ROSE RM 1                            11.215 METERS 34904     |
 DT0766| DT0765 ROSE PEAK LOOKOUT                   160.381 METERS 35454     |
 DT0766|---------------------------------------------------------------------|
 DT0766
 DT0766                          SUPERSEDED SURVEY CONTROL
 DT0766
 DT0766  NAD 83(1986)-  33 26 18.55704(N)    109 22 15.19778(W) AD(       ) 1
 DT0766  NAD 27      -  33 26 18.35600(N)    109 22 12.91100(W) AD(       ) 1
 DT0766  NGVD 29 (07/19/86) 2675.3    (m)         8777.     (f) VERT ANG    3  
 DT0766
 DT0766.Superseded values are not recommended for survey control.
 DT0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0766.See file dsdata.txt to determine how the superseded data were derived.
 DT0766
 DT0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5143601086(NAD 83)
 DT0766_MARKER: DS = TRIANGULATION STATION DISK
 DT0766_SETTING: 80 = SET IN A BOULDER
 DT0766_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0766
 DT0766  HISTORY     - Date     Condition        Report By
 DT0766  HISTORY     - 1934     MONUMENTED       CGS
 DT0766  HISTORY     - 1958     GOOD             CGS
 DT0766  HISTORY     - 1960     GOOD             CGS
 DT0766  HISTORY     - 1966     GOOD             CGS
 DT0766  HISTORY     - 1968     GOOD             USE
 DT0766  HISTORY     - 1968     GOOD             CGS
 DT0766  HISTORY     - 1972     GOOD             LOCENG
 DT0766  HISTORY     - 1977     GOOD             NGS
 DT0766
 DT0766                          STATION DESCRIPTION
 DT0766
 DT0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DT0766'ABOUT 25 MILES N OF CLIFTON, IN SEC. 8, T. 1 N, R. 29 E, ON ROSE
 DT0766'PEAK, AND 150 YARDS S OF ROSE PEAK LOOKOUT.
 DT0766'
 DT0766'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 DT0766'HOLES IN ROCKS.
 DT0766'
 DT0766'REFERENCE MARK NO. 1 IS 11.255 METERS (36.93 FEET) FROM STATION.
 DT0766'
 DT0766'REFERENCE MARK NO. 2 IS 9.690 METERS (31.79 FEET) FROM STATION.
 DT0766'
 DT0766'TO REACH FROM CLIFTON POST OFFICE, FOLLOW STATE HIGHWAY 81
 DT0766'(CORONADO TRAIL) N TOWARD SPRINGERVILLE 43.7 MILES TO SIGN ON
 DT0766'N SIDE OF ROSE PEAK (SIGN POINTS TO ROSE PEAK LOOKOUT), FOLLOW
 DT0766'THIS ROAD ABOUT 100 YARDS TO END OF TRUCK TRAVEL, THEN TAKE TRAIL
 DT0766'TO SUMMIT AND STATION.
 DT0766
 DT0766                          STATION RECOVERY (1958)
 DT0766
 DT0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DT0766'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DT0766'WERE FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 DT0766'FOLLOWING IS A NEW DESCRIPTION.
 DT0766'
 DT0766'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 266 AND 666 IN
 DT0766'THE WEST EDGE OF ALPINE, GO SOUTHWEST ON U.S. HIGHWAY 666 FOR
 DT0766'13.6 MILES TO CROSS ROADS AT BEAVER HEAD LODGE, CONTINUE SOUTHWEST
 DT0766'ON HIGHWAY 666 FOR 8.3 MILES TO HANNAGANS MEADOW LODGE, CONTINUE
 DT0766'SOUTH ON HIGHWAY 666 FOR 7.4 MILES TO THE START OF NEW GRADE
 DT0766'ON HIGHWAY 666, THIS MILEAGE MAY BE SHORTENED AS NEW CURVES
 DT0766'AND GRADES ARE UNDER CONSTRUCTION AT THIS TIME, CONTINUE
 DT0766'SOUTHWEST ON HIGHWAY 666 FOR 16.7 MILES TO A SIDE ROAD AND SIGN,
 DT0766'ROSE PEAK L.O., TURN LEFT AND GO 0.05 MILES TO A FORK,
 DT0766'TAKE RIGHT FORK AND GO 1.3 MILES TO ROSE PEAK LOOKOUT CABIN
 DT0766'AND END OF TRUCK TRAVEL.  PACK SOUTH ON RIDGE FOR ABOUT
 DT0766'100 YARDS TO THE STATION.
 DT0766'
 DT0766'THE STATION IS A STANDARD DISC SET IN A DRILL HOLE IN AN IRREGULAR
 DT0766'SHAPED BOULDER WHICH PROJECTS ABOUT 6 INCHES.  IT IS STAMPED ROSE
 DT0766'1934.
 DT0766'
 DT0766'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN
 DT0766'A BOULDER AND IS STAMPED ROSE NO 1 1934.
 DT0766'
 DT0766'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN A DRILL HOLE IN
 DT0766'A BOULDER AND IS STAMPED ROSE NO 2 1934.
 DT0766'
 DT0766'AZIMUTH MARK IS AT THE SOUTH END OF A CUT, ABOUT 40 FEET WEST
 DT0766'OF THE CENTER OF U.S. HIGHWAY 666 AND 6 FEET SOUTH OF A 6 FOOT
 DT0766'WHITE WITNESS POST.  IT IS A STANDARD DISC SET IN A DRILL HOLE
 DT0766'IN AN IRREGULAR LAVA BOULDER AND IS STAMPED ROSE 1934 1958.
 DT0766'
 DT0766'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF SIDE ROAD LEFT
 DT0766'GOING TO ROSE PEAK LOOKOUT, CONTINUE SOUTHWEST ON HIGHWAY 666
 DT0766'FOR 0.6 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 DT0766
 DT0766                          STATION RECOVERY (1960)
 DT0766
 DT0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0766'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND THE
 DT0766'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW
 DT0766'DESCRIPTION.
 DT0766'
 DT0766'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, ARIZONA,
 DT0766'FOLLOW U.S. HIGHWAY 666 NORTHERLY FOR 1.6 MILES TO THE JUNCTION
 DT0766'OF U.S. HIGHWAY 666 AND A BLACKTOPPED ROAD LEADING TO MORENCI,
 DT0766'ARIZONA.  FOLLOW U.S. HIGHWAY 666 NORTHERLY FOR 44.3 MILES TO
 DT0766'A GRAVEL ROAD RIGHT AND SIGN ROSE PEAK LOOKOUT*, TURN RIGHT ON
 DT0766'GRAVELED ROAD AND GO 0.05 MILE TO A FORK, TAKE THE RIGHT FORK
 DT0766'AND GO 1.3 MILES TO THE ROSE PEAK LOOKOUT CABIN AND THE END
 DT0766'OF TRUCK TRAVEL.  PACK SOUTH ON RIDGE FOR ABOUT 100 YARDS TO
 DT0766'THE STATION.
 DT0766'
 DT0766'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN AN
 DT0766'IRREGULAR SHAPED BOULDER WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 DT0766'STAMPED ROSE 1934.
 DT0766'
 DT0766'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 DT0766'BOULDER AND IS STAMPED ROSE NO 1 1934.
 DT0766'
 DT0766'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 DT0766'A BOULDER AND IS STAMPED ROSE NO 2 1934.
 DT0766'
 DT0766'THE AZIMUTH MARK IS AT THE SOUTH END OF A CUT, ABOUT 40 FEET
 DT0766'WEST OF THE CENTERLINE OF U.S. HIGHWAY 666 AND 6 FEET SOUTH
 DT0766'OF A 6 FOOT WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN A
 DT0766'DRILL HOLE IN AN IRREGULAR SHAPED BOULDER AND IS STAMPED
 DT0766'ROSE 1934 1958.
 DT0766'
 DT0766'*TO REACH THE AZIMUTH FROM THIS POINT GO SOUTH ON U.S. HIGHWAY
 DT0766'666 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DT0766
 DT0766                          STATION RECOVERY (1966)
 DT0766
 DT0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0766'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 DT0766'WERE RECOVERED.  HOWEVER, A DIFFERENCE IN DISTANCE WAS NOTED
 DT0766'TO REFERENCE MARK 1.  THE NEW MEASUREMENTS FAILED TO AGREE WITH
 DT0766'THE 1934, 1958 AND 1960 DISTANCES.  THE DISTANCE TO REFERENCE
 DT0766'MARK 2 FAILED TO AGREE WITH THE 1934 AND THE 1960 MEASUREMENTS.
 DT0766'HOWEVER, THE DIRECTIONS TO THE REFERENCE MARKS AGREED WITH THE
 DT0766'PREVIOUS OBSERVATIONS.  EXCEPT FOR THE ABOVE THE 1958
 DT0766'DESCRIPTION IS ADEQUATE.
 DT0766
 DT0766                          STATION RECOVERY (1968)
 DT0766
 DT0766'RECOVERY NOTE BY US ENGINEERS 1968
 DT0766'STATION ROSE IS LOCATED APPROXIMATELY 27.5 AIRMILES (N) OF
 DT0766'CLIFTON, ARIZONA AND 22.7 AIRMILES (ENE) OF POINT OF PINES,
 DT0766'ARIZONA.
 DT0766'
 DT0766'TO REACH FROM HANNAGANS MEADOW LODGE GO (S) ON U.S. HWY 666
 DT0766'23.9 MI TO A DIRT T ROAD (E) AND SIGN ROSE PEAK LO, TURN LEFT
 DT0766'(E) AND TAKE DIRT ROAD (E) 1.6 MI TO PEAK AND TOWER.  PACK (S)
 DT0766'ON RIDGE LINE 100 YARDS TO STATION.  STATION IS ON HIGHEST POINT
 DT0766'OF RIDGE AND ABOUT 160 M (S) OF THE TOWER.
 DT0766'
 DT0766'STATION MARK IS A STANDARD BRONZE USC AND GS DISK SET IN A
 DT0766'BOULDER WHICH PROJECTS APPROXIMATELY 6 INCHES AND IS STAMPED
 DT0766'ROSE 1934.
 DT0766'
 DT0766'R.M. 1 IS A STANDARD BRONZE USC AND GS R.M. DISK SET IN A
 DT0766'BOULDER THAT PROJECTS 8 INCHES AND IS STAMPED ROSE NO 1 1934.
 DT0766'FROM THE STATION IT IS (NW) ON A MAG AZ OF 330 DEG AT A DISTANCE O
 DT0766'11.259 M AND A DE OF -0.465M.
 DT0766'
 DT0766'R.M. 2 IS A STANDARD BRONZE USC AND GS R.M. DISK SET IN A BOULDER
 DT0766'WHICH PROJECTS 6 INCHES AND IS STAMPED ROSE NO 2 1934.  FROM
 DT0766'THE STATION IT IS (S) ON A MAG AZ OF 185 DEG AT A DISTANCE OF
 DT0766'9.687M AND A DE OF -0.865M.
 DT0766'
 DT0766'THE AZ MK IS A STANDARD BRONZE USC AND GS AZ MK DISK SET IN
 DT0766'A DRILL HOLE IN A LARGE IRREGULAR SHAPED BOULDER WHICH PROJECTS
 DT0766'12 INCHES AND IS STAMPED ROSE 1934, 1958.  FROM THE STATION IT
 DT0766'IS (WNW) ON A MAG AZ OF 288 DEG.
 DT0766'
 DT0766'TO REACH THE AZ MK FROM THE JCT OF THE DIRT ROAD TO STA ROSE AND
 DT0766'U.S. HWY 666 GO (S) ON 666 0.55 MI TO THE (S) END OF A CUT AND
 DT0766'(W) SIDE OF HWY AND AZIMUTH MARK SITE.
 DT0766'
 DT0766'STATION ROSE PEAK LOOKOUT IS A 3RD ORDER POSITION ON A LOOKOUT
 DT0766'HOUSE WHICH IS ON A MAG AZ OF 336 DEG AT A DISTANCE OF 160M
 DT0766'FROM STA ROSE.
 DT0766'
 DT0766'THE VIEW FROM TRIPOD HEIGHT IS CLEAR IN ALL DIRECTIONS EXCEPT
 DT0766'BETWEEN MAG AZ 320 DEG AND 340 DEG WHERE BLOCKED BY LOOKOUT TOWER.
 DT0766'
 DT0766'ALL MARKS RECOVERED IN EXCELLENT CONDITION.
 DT0766'
 DT0766'THE POSITION FOR STA ROSE IS FROM 1966 2ND ORDER ELECTRONIC
 DT0766'TRAVERSE BY USC AND GS.
 DT0766
 DT0766                          STATION RECOVERY (1968)
 DT0766
 DT0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DT0766'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DT0766'
 DT0766'THE DESCRIPTION TO REACH THE STATION WAS COMPLETELY ADEQUATE.
 DT0766'
 DT0766'THIS STATION WAS VISITED BY LT. K.F. BURKE AND A RECOVERY NOTE
 DT0766'TYPED ON IT, BUT NEITHER THE RECOVERY NOTE OR FORMER DESCRIPTION
 DT0766'CAN BE LOCATED.  I WAS ALONG WHEN WE OBSERVED THIS STATION SO I
 DT0766'KNOW THE CONDITION OF THE STATION AND ALSO THAT THE DESCRIPTION
 DT0766'TO REACH THE STATION IS ADEQUATE.  LT. K.F. BURKE IS NO LONGER
 DT0766'WITH THIS PARTY.
 DT0766'
 DT0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 30
 DT0766'MILES SOUTH-SOUTHWEST
 DT0766
 DT0766                          STATION RECOVERY (1972)
 DT0766
 DT0766'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 DT0766'STATION RECOVERED BY ALVAREZ AND WALLER
 DT0766'
 DT0766'GENERAL LOCATION - REFER TO 1966 DESCRIPTION
 DT0766'
 DT0766'TO REACH - REFER TO 1966 DESCRIPTION
 DT0766'
 DT0766'STATION MARK - ROSE 1934
 DT0766
 DT0766                          STATION RECOVERY (1977)
 DT0766
 DT0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DT0766'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED.
 DT0766'THE DISTANCES TO RM 1 AND 2 CHECKED THE 1966 MEASUREMENTS AS DID THE
 DT0766'ANGLE BETWEEN REFERENCE MARKS.  THE 1958 DESCRIPTION IS ADEQUATE.
 DT0766'
 DT0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES NORTH OF
 DT0766'CLIFTON.
 DT0766'
 DT0766'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2165 ***********************************************************************
 DV2165  DESIGNATION -  ROSE
 DV2165  PID         -  DV2165
 DV2165  STATE/COUNTY-  AZ/MARICOPA
 DV2165  USGS QUAD   -  GILLESPIE (1984)
 DV2165
 DV2165                         *CURRENT SURVEY CONTROL
 DV2165  ___________________________________________________________________
 DV2165* NAD 83(1992)-  33 20 12.54015(N)    112 59 24.56293(W)     ADJUSTED  
 DV2165* NAVD 88     -       461.5    (meters)    1514.     (feet)  VERTCON   
 DV2165  ___________________________________________________________________
 DV2165  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DV2165  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV2165  HORZ ORDER  -  FIRST
 DV2165
 DV2165.The horizontal coordinates were established by classical geodetic methods
 DV2165.and adjusted by the National Geodetic Survey in August 1993.
 DV2165
 DV2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2165
 DV2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2165
 DV2165.The geoid height was determined by GEOID03.
 DV2165
 DV2165;                    North         East     Units Scale Factor Converg.
 DV2165;SPC AZ C     -   259,617.796   113,429.506   MT  1.00002308   -0 35 24.0
 DV2165;SPC AZ C     -   851,764.42    372,144.05   iFT  1.00002308   -0 35 24.0
 DV2165;UTM  12      - 3,690,395.709   314,782.617   MT  1.00002297   -1 05 38.5
 DV2165
 DV2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2165!SPC AZ C     -   0.99993243  x   1.00002308  =   0.99995551
 DV2165!UTM  12      -   0.99993243  x   1.00002297  =   0.99995540
 DV2165
 DV2165:                Primary Azimuth Mark                     Grid Az
 DV2165:SPC AZ C     -  ROSE AZ MK                               050 09 12.6
 DV2165:UTM  12      -  ROSE AZ MK                               050 39 27.1
 DV2165
 DV2165|---------------------------------------------------------------------|
 DV2165| PID    Reference Object                     Distance      Geod. Az  |
 DV2165|                                                           dddmmss.s |
 DV2165| CH5353 ROSE AZ MK                                         0493348.6 |
 DV2165| CH5355 ROSE RM 2                            16.240 METERS 26833     |
 DV2165| CH5354 ROSE RM 1                            16.546 METERS 34220     |
 DV2165|---------------------------------------------------------------------|
 DV2165
 DV2165                          SUPERSEDED SURVEY CONTROL
 DV2165
 DV2165  NAD 83(1986)-  33 20 12.53276(N)    112 59 24.57004(W) AD(       ) 1
 DV2165  NAD 27      -  33 20 12.38500(N)    112 59 21.92400(W) AD(       ) 1
 DV2165  NGVD 29 (12/08/88)  460.9    (m)         1512.     (f) VERT ANG    3  
 DV2165
 DV2165.Superseded values are not recommended for survey control.
 DV2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2165.See file dsdata.txt to determine how the superseded data were derived.
 DV2165
 DV2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1478390396(NAD 83)
 DV2165_MARKER: DS = TRIANGULATION STATION DISK
 DV2165_SETTING: 66 = SET IN ROCK OUTCROP
 DV2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2165
 DV2165  HISTORY     - Date     Condition        Report By
 DV2165  HISTORY     - 1934     MONUMENTED       CGS
 DV2165  HISTORY     - 1948     GOOD             CGS
 DV2165  HISTORY     - 1949     GOOD             USGS
 DV2165  HISTORY     - 1958     GOOD             USGS
 DV2165  HISTORY     - 1968     GOOD             AMS
 DV2165
 DV2165                          STATION DESCRIPTION
 DV2165
 DV2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2165'ABOUT 15 MILES, AIR LINE, WEST OF HASSAYAMPA, ON A PROMINENT
 DV2165'BLACK RIDGELIKE HILL.  THIS HILL IS THE FIRST ONE IMMEDIATELY
 DV2165'SOUTH OF THE ROAD LEADING WEST FROM THE HASSAYAMPA AIRPORT.
 DV2165'MARKED BY A STANDARD BRONZE DISK.
 DV2165'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DV2165'IS 16.56 METERS (54.3 FEET) FROM STATION.
 DV2165'REFERENCE MARK NO. 2, A STANDARD BRONZE
 DV2165'REFERENCE DISK, IS 16.28 METERS (53.4 FEET) FROM
 DV2165'STATION.  B (G.L.O.) MAY BE USED
 DV2165'AS AN AZIMUTH MARK.
 DV2165
 DV2165                          STATION RECOVERY (1948)
 DV2165
 DV2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2165'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 DV2165'AS DESCRIBED, EXCEPT A SLIGHT DIFFERENCE IN DISTANCE AND
 DV2165'DIRECTION TO BOTH REFERENCE MARKS, A AZIMUTH MARK WAS ESTABLISHED,
 DV2165'CORRECT DATA LISTED BELOW.
 DV2165'
 DV2165'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE WEST OF HASSAYAMPA,
 DV2165'ON A PROMINENT RIDGE-LIKE HILL WHICH IS THE FIRST HILL IMMEDIATELY
 DV2165'SOUTH OF THE ROAD LEADING WEST FROM THE HASSAYAMPA AIRPORT.
 DV2165'IT IS ON THE SOUTHEAST END AND HIGHEST POINT, 6 PACES WEST
 DV2165'OF THE EAST RIM, PROJECTS 6 INCHES, AND IS STAMPED, ROSE
 DV2165'1934.
 DV2165'
 DV2165'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THAN
 DV2165'THE STATION, 13 PACES WEST OF THE EAST RIM, PROJECTS 10 INCHES,
 DV2165'AND IS STAMPED, ROSE NO 1 1934.
 DV2165'
 DV2165'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DV2165'STATION, ON THE WEST SLOPE, PROJECTS 6 INCHES, AND IS STAMPED,
 DV2165'ROSE NO 2 1934.
 DV2165'
 DV2165'THE AZIMUTH MARK, A BRONZE REFERENCE DISK, IS LOCATED 1.05
 DV2165'MILE EAST OF POINT WHERE YOU LEAVE THE MAIN TRAVELED ROAD
 DV2165'GOING TO STATION, ON A SLIGHT RIDGE, 32 PACES WEST OF A POWER
 DV2165'LINE POLE, 20 PACES SOUTH OF AND APPROXIMATELY THE SAME
 DV2165'ELEVATION AS THE CENTER LINE OF BLADED ROAD, A PIPE MARK WHICH
 DV2165'PROJECTS ABOUT 10 INCHES, AND IS STAMPED, ROSE AZIMUTH 1948.
 DV2165'
 DV2165'TO REACH FROM THE INTERSECTION AT HASSAYAMPA.  TAKE THE ROAD
 DV2165'NORTH TOWARD SALOME FOR 1.6 MILE, CROSSING RAILROAD TRACKS,
 DV2165'TO A FORK.  TAKE LEFT FORK, WESTERLY, AND GO 0.85 MILE TO A Y
 DV2165'FORK.  TURN LEFT LEAVING THE MAIN TRAVELED ROAD, AND FOLLOW
 DV2165'BLADED ROAD WEST FOR 10.0 MILES TO A SIGN C.W. DWYER AT A T
 DV2165'ROAD RIGHT.  CONTINUE STRAIGHT AHEAD WEST, AND GO 2.15 MILES
 DV2165'TO A SLIGHT RIDGE AND AZIMUTH MARK ON THE SOUTH SIDE OF ROAD
 DV2165'AS DESCRIBED ABOVE.  CONTINUE FOR 1.05 MILE TO A DIM TRACK
 DV2165'ROAD ON LEFT.  TURN LEFT (S) AND FOLLOW DIM TRACKS FOR
 DV2165'APPROXIMATELY 0.3 MILE TO A DEEP WASH AND END OF TRUCK
 DV2165'TRAVEL.  FROM THIS POINT PACK ACROSS COUNTRY APPROXIMATELY 0.3
 DV2165'MILE TO THE BASE OF FLAT-TOPPED HILL.  THENCE CONTINUE UP
 DV2165'SLOPE TO SUMMIT.  THENCE SOUTH ALONG RIDGE TO HIGHEST
 DV2165'POINT AND STATION SITE AS DESCRIBED ABOVE.  A 30 MINUTE
 DV2165'PACK.
 DV2165'
 DV2165'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DV2165'DISTANCES TO REFERENCE MARKS AS
 DV2165'SHOWN ABOVE HAVE BEEN VERIFIED AND ARE CORRECT.
 DV2165
 DV2165                          STATION RECOVERY (1949)
 DV2165
 DV2165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV2165'RECOVERED AS DESCRIBED BY NGS.
 DV2165
 DV2165                          STATION RECOVERY (1958)
 DV2165
 DV2165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV2165'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DV2165
 DV2165                          STATION RECOVERY (1968)
 DV2165
 DV2165'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (PLP)
 DV2165'STA. RECOVERED IN GOOD CONDITION
 DV2165'
 DV2165'STA. USED FOR AZ. CHECK ONLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0505 ***********************************************************************
 GP0505  DESIGNATION -  ROSE
 GP0505  PID         -  GP0505
 GP0505  STATE/COUNTY-  AZ/COCONINO
 GP0505  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0505
 GP0505                         *CURRENT SURVEY CONTROL
 GP0505  ___________________________________________________________________
 GP0505* NAD 83(1992)-  36 12 59.69420(N)    111 23 44.67001(W)     ADJUSTED  
 GP0505* NAVD 88     -      1499.6    (meters)    4920.     (feet)  VERTCON   
 GP0505  ___________________________________________________________________
 GP0505  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GP0505  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 GP0505  HORZ ORDER  -  SECOND
 GP0505
 GP0505.The horizontal coordinates were established by classical geodetic methods
 GP0505.and adjusted by the National Geodetic Survey in August 1993.
 GP0505
 GP0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0505
 GP0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0505
 GP0505.The geoid height was determined by GEOID03.
 GP0505
 GP0505;                    North         East     Units Scale Factor Converg.
 GP0505;SPC AZ C     -   578,668.411   260,195.269   MT  0.99992702   +0 18 28.0
 GP0505;SPC AZ C     - 1,898,518.41    853,659.02   iFT  0.99992702   +0 18 28.0
 GP0505;UTM  12      - 4,008,043.546   464,430.439   MT  0.99961559   -0 14 01.8
 GP0505
 GP0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0505!SPC AZ C     -   0.99976835  x   0.99992702  =   0.99969539
 GP0505!UTM  12      -   0.99976835  x   0.99961559  =   0.99938403
 GP0505
 GP0505|---------------------------------------------------------------------|
 GP0505| PID    Reference Object                     Distance      Geod. Az  |
 GP0505|                                                           dddmmss.s |
 GP0505| CR8001 ROSE RM 1                            12.326 METERS 16653     |
 GP0505| GP0488 CUT                                 APPROX. 1.7 KM 3344840.4 |
 GP0505| CR8002 ROSE RM 2                            12.018 METERS 34708     |
 GP0505|---------------------------------------------------------------------|
 GP0505
 GP0505                          SUPERSEDED SURVEY CONTROL
 GP0505
 GP0505  NAD 83(1986)-  36 12 59.69222(N)    111 23 44.67003(W) AD(       ) 2
 GP0505  NGVD 29 (07/12/88) 1498.7    (m)         4917.     (f) VERT ANG    3  
 GP0505
 GP0505.Superseded values are not recommended for survey control.
 GP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0505.See file dsdata.txt to determine how the superseded data were derived.
 GP0505
 GP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6443008044(NAD 83)
 GP0505_MARKER: DS = TRIANGULATION STATION DISK
 GP0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0505+STABILITY: SURFACE MOTION
 GP0505
 GP0505  HISTORY     - Date     Condition        Report By
 GP0505  HISTORY     - 1983     MONUMENTED       AZDT
 GP0505
 GP0505                          STATION DESCRIPTION
 GP0505
 GP0505'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0505'THE STATION IS LOCATED 24 MILES NORTH OF CAMERON ALONG U.S. HIGHWAY
 GP0505'89.
 GP0505'
 GP0505'THE STATION MARK IS AN AZDT DISK STAMPED---ROSE 1983---.  IT IS SET IN
 GP0505'TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET SOUTHWEST OF A WITNESS POST.
 GP0505'
 GP0505'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ROSE RM 1 1983---.  IT IS
 GP0505'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0505'
 GP0505'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ROSE RM 2 1983---.  IT IS
 GP0505'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0505'
 GP0505'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0505'FOR 14 MILES TO U.S. HIGHWAY 160.  TRAVEL NORTH ALONG U.S. 89 FOR 7.8
 GP0505'MILES TO WILLOW SPRINGS MISSION ON THE LEFT, CONTINUE NORTH ALONG U.S.
 GP0505'89 FOR 2.35 MILES TO THE STATION ON THE RIGHT AT MILEPOST 491.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0765 ***********************************************************************
 DT0765  DESIGNATION -  ROSE PEAK LOOKOUT
 DT0765  PID         -  DT0765
 DT0765  STATE/COUNTY-  AZ/GREENLEE
 DT0765  USGS QUAD   -  ROSE PEAK (1967)
 DT0765
 DT0765                         *CURRENT SURVEY CONTROL
 DT0765  ___________________________________________________________________
 DT0765* NAD 83(1992)-  33 26 23.74507(N)    109 22 15.74970(W)     ADJUSTED  
 DT0765* NAVD 88     -              **(meters)            **(feet)            
 DT0765  ___________________________________________________________________
 DT0765  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DT0765  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 DT0765  HORZ ORDER  -  THIRD
 DT0765
 DT0765.The horizontal coordinates were established by classical geodetic methods
 DT0765.and adjusted by the National Geodetic Survey in August 1993.
 DT0765
 DT0765
 DT0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0765
 DT0765.The geoid height was determined by GEOID03.
 DT0765
 DT0765;                    North         East     Units Scale Factor Converg.
 DT0765;SPC AZ E     -   270,821.547   287,336.074   MT  0.99996745   +0 26 18.5
 DT0765;SPC AZ E     -   888,522.14    942,703.65   iFT  0.99996745   +0 26 18.5
 DT0765;UTM  12      - 3,701,245.600   651,418.913   MT  0.99988267   +0 53 52.2
 DT0765
 DT0765                          SUPERSEDED SURVEY CONTROL
 DT0765
 DT0765  NAD 83(1986)-  33 26 23.73898(N)    109 22 15.75144(W) AD(       ) 4
 DT0765  NAD 27      -  33 26 23.53406(N)    109 22 13.46427(W) AD(       ) 3
 DT0765
 DT0765.Superseded values are not recommended for survey control.
 DT0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0765.See file dsdata.txt to determine how the superseded data were derived.
 DT0765
 DT0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5141901246(NAD 83)
 DT0765_MARKER: 57 = LOOKOUT TOWER
 DT0765
 DT0765  HISTORY     - Date     Condition        Report By
 DT0765  HISTORY     - 1934     FIRST OBSERVED   CGS
 DT0765  HISTORY     - 1966     GOOD             CGS
 DT0765
 DT0765                          STATION DESCRIPTION
 DT0765
 DT0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0765'THE STATION IS ABOUT 31 MILES SOUTH-SOUTHWEST OF ALPINE AND
 DT0765'30 MILES NORTH OF CLIFTON, ON THE SUMMIT OF ROSE PEAK.  IT IS
 DT0765'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A LOOKOUT CABIN.  THE
 DT0765'OVERALL HEIGHT BEING ABOUT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0908 ***********************************************************************
 FR0908  DESIGNATION -  ROSEWELL
 FR0908  PID         -  FR0908
 FR0908  STATE/COUNTY-  AZ/COCONINO
 FR0908  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0908
 FR0908                         *CURRENT SURVEY CONTROL
 FR0908  ___________________________________________________________________
 FR0908* NAD 83(1992)-  35 44 28.67863(N)    112 48 57.06146(W)     ADJUSTED  
 FR0908* NAVD 88     -      1891.     (meters)    6204.     (feet)  SCALED    
 FR0908  ___________________________________________________________________
 FR0908  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FR0908  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FR0908  HORZ ORDER  -  SECOND
 FR0908
 FR0908.The horizontal coordinates were established by classical geodetic methods
 FR0908.and adjusted by the National Geodetic Survey in June 1998.
 FR0908
 FR0908.The orthometric height was scaled from a topographic map.
 FR0908
 FR0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0908
 FR0908.The geoid height was determined by GEOID03.
 FR0908
 FR0908;                    North         East     Units Scale Factor Converg.
 FR0908;SPC AZ C     -   526,184.046   132,029.380   MT  0.99998148   -0 31 31.0
 FR0908;SPC AZ C     - 1,726,325.61    433,167.26   iFT  0.99998148   -0 31 31.0
 FR0908;UTM  12      - 3,956,775.589   335,800.070   MT  0.99993224   -1 03 39.3
 FR0908
 FR0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0908!SPC AZ C     -   0.99970707  x   0.99998148  =   0.99968855
 FR0908!UTM  12      -   0.99970707  x   0.99993224  =   0.99963933
 FR0908
 FR0908|---------------------------------------------------------------------|
 FR0908| PID    Reference Object                     Distance      Geod. Az  |
 FR0908|                                                           dddmmss.s |
 FR0908| CH3227 ROSEWELL RM 1                        11.806 METERS 11837     |
 FR0908| CH3228 ROSEWELL RM 2                         5.395 METERS 31003     |
 FR0908| FR0913 T27N R5W SECS 4 5 1/4 COR           APPROX. 2.0 KM 3143023.6 |
 FR0908|---------------------------------------------------------------------|
 FR0908
 FR0908                          SUPERSEDED SURVEY CONTROL
 FR0908
 FR0908  NAD 83(1992)-  35 44 28.67863(N)    112 48 57.06146(W) AD(       ) 2
 FR0908  NAD 83(1986)-  35 44 28.67131(N)    112 48 57.05696(W) AD(       ) 2
 FR0908  NAD 27      -  35 44 28.70800(N)    112 48 54.37100(W) AD(       ) 2
 FR0908
 FR0908.Superseded values are not recommended for survey control.
 FR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0908.See file dsdata.txt to determine how the superseded data were derived.
 FR0908
 FR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3580056776(NAD 83)
 FR0908_MARKER: DS = TRIANGULATION STATION DISK
 FR0908_SETTING: 66 = SET IN ROCK OUTCROP
 FR0908_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FR0908
 FR0908  HISTORY     - Date     Condition        Report By
 FR0908  HISTORY     - 1936     MONUMENTED       CGS
 FR0908  HISTORY     - 1955     GOOD             CGS
 FR0908  HISTORY     - 1972     GOOD             AZHD
 FR0908
 FR0908                          STATION DESCRIPTION
 FR0908
 FR0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0908'ABOUT 41 MILES EAST-NORTHEAST OF PEACH SPRINGS, 25 MILES
 FR0908'NORTHEAST OF THE RAILROAD STOP PICA, ON THE HIGHEST ROCKY
 FR0908'SUMMIT OF A SMALL, SEMI-DETACHED HILL LYING ABOUT 1 MILE
 FR0908'SOUTH OF THE RESERVATION BOUNDARY AND 0.3 MILE WEST OF A HIGHER
 FR0908'BRUSH-COVERED RIDGE, 15 YARDS EAST-SOUTHEAST OF THE WEST END
 FR0908'OF THE ROCKY SUMMIT AT ITS NORTH BRINK, 2 FEET SOUTH OF THE
 FR0908'EDGE, IN A 6-INCH DEPRESSION IN BEDROCK.  SURFACE MARK IS SET
 FR0908'AS DESCRIBED.
 FR0908'
 FR0908'REFERENCE MARK NO. 1, IS EAST BY SOUTH OF THE STATION,
 FR0908'ALONG THE ROCKY SUMMIT, ABOUT 10 FEET SOUTH OF ITS NORTH
 FR0908'EDGE.  REFERENCE MARK NO. 2, IS WEST BY NORTH OF
 FR0908'THE STATION, ON A ROCKY POINT NEAR THE WEST END OF THE SUMMIT.
 FR0908'THE AZIMUTH MARK, WHICH WAS ALSO OCCUPIED, IS A GENERAL LAND
 FR0908'OFFICE PIPE MARKING THE QUARTER CORNER BETWEEN SECTIONS 4 AND
 FR0908'5, T. 27 N., R. 5 W., AND IS APPROXIMATELY 1.2 MILES
 FR0908'NORTHWEST BY WEST OF THE STATION, ABOUT 0.4 MILE EAST OF
 FR0908'THE TRACK ROAD NORTH FROM ROSE WELL RANCH, ABOUT 1/4 MILE
 FR0908'NORTH OF A LOW ROCKY-TOPPED RIDGE AND IS A STANDARD GENERAL
 FR0908'LAND OFFICE DISK, STAMPED S4-S5 1912, SCREWED TO THE TOP OF
 FR0908'A 2-INCH IRON PIPE, PROJECTING ABOUT 2 FEET ABOVE GROUND.
 FR0908'
 FR0908'TO REACH THE STATION FROM THE WAYSIDE INN AT THE MAIN
 FR0908'INTERSECTION AT SELIGMAN, GO EAST ON U.S. HIGHWAY 66 FOR 1.0
 FR0908'MILE AND TURN LEFT (NORTH) ON DIRT ROAD AT TEXACO STATION ON
 FR0908'THE LEFT, THENCE 0.2 MILE AND BEAR RIGHT THROUGH GATE, THENCE
 FR0908'NORTH ON THE MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8 MILES
 FR0908'TO ROSE WELL RANCH, THENCE NORTH ON MAIN ROAD FOR 0.8 MILE AND
 FR0908'KEEP RIGHT FORK, THENCE EAST UP VALLEY FOR 1.9 MILES TO TOP OF
 FR0908'ROCKY GRADE WHERE ROAD CLIMBS OUT OF VALLEY, TURN RIGHT AND
 FR0908'GO SOUTHEAST ACROSS COUNTRY (120 DEGREES MAGNETIC) TOWARDS
 FR0908'THE PEAK WITH THE PROMINENT ROCKY OUTCROPS ON TOP FOR 1.7
 FR0908'MILES, OR 1.3 MILES, AFTER PASSING THE GENERAL LAND OFFICE MARK
 FR0908'USED AS AN AZIMUTH, TO THE BASE OF THE STATION PEAK.  A
 FR0908'TRUCK CAN BE WORKED AROUND TO THE WEST AND TAKEN UP ON THE
 FR0908'SHOULDER (SOUTHWEST) OF THE PEAK WITHIN ABOUT 100 YARDS
 FR0908'OF THE STATION ON THE SUMMIT.
 FR0908'
 FR0908'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0908
 FR0908                          STATION RECOVERY (1955)
 FR0908
 FR0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0908'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FR0908'AS DESCRIBED IN 1936.  THE DESCRIPTION IS
 FR0908'ADEQUATE.
 FR0908
 FR0908                          STATION RECOVERY (1972)
 FR0908
 FR0908'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 FR0908'GENERAL LOCATION 25 MILES NORTHEAST OF PICA
 FR0908'
 FR0908'TO REACH FROM INTERSECTION OF CHINO AND MAIN IN SELIGMAN
 FR0908'PROCEED WEST ON 66 AND 40 FOR 18.9 MILES TURN RIGHT (NORTH)
 FR0908'ON PICA CAMP ROAD CONTINUE 3.1 MILES TO PICA CAMP RANCH, PASS
 FR0908'THROUGH GATE AND CORRALS ON SOUTH SIDE OF RANCH HOUSE
 FR0908'CONTINUE 0.4 MILE.  PASS THROUGH GATE CONTINUE ON WELL GRADED
 FR0908'MAIN ROAD FOR 19.6 MILES.  PASS UNDER 500 K.V. POWER LINES.
 FR0908'CONTINUE 8.2 MILES TO ROSEWELL RANCH, TAKE RIGHT FORK, FOR
 FR0908'2.2 MILES, PASS THROUGH GATE, CLIMBING OUT OF VALLEY, FOR
 FR0908'0.9 MILES.  HERE TURN RIGHT AND GO CROSS COUNTRY
 FR0908'SOUTHEAST FOR 1.7 MILES TO BASE OF ROCKY PEAK.  A TRUCK CAN
 FR0908'BE WORKED AROUND TO THE WEST TO THE SOUTHWEST SHOULDER
 FR0908'OF THE PEAK TO WITHIN ABOUT 100 YARDS OF THE SUMMIT.
 FR0908'ABOUT 5 MINUTES PACK.
 FR0908'
 FR0908'STATION MARK GOOD - AS DESCRIBED
 FR0908'
 FR0908'REFERENCE MARKS GOOD - AS DESCRIBED
 FR0908'
 FR0908'AZIMUTH MARK DID NOT LOCATE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1988 ***********************************************************************
 CZ1988  DESIGNATION -  ROSKRUGE
 CZ1988  PID         -  CZ1988
 CZ1988  STATE/COUNTY-  AZ/PIMA
 CZ1988  USGS QUAD   -  LA TORTUGA BUTTE (1979)
 CZ1988
 CZ1988                         *CURRENT SURVEY CONTROL
 CZ1988  ___________________________________________________________________
 CZ1988* NAD 83(2007)-  32 10 15.53497(N)    111 22 50.76698(W)     ADJUSTED  
 CZ1988* NAVD 88     -      1140.5    (meters)    3742.     (feet)  GPS OBS   
 CZ1988  ___________________________________________________________________
 CZ1988  EPOCH DATE  -        2007.00
 CZ1988  X           -  -1,970,443.193 (meters)                     COMP
 CZ1988  Y           -  -5,032,950.419 (meters)                     COMP
 CZ1988  Z           -   3,377,086.615 (meters)                     COMP
 CZ1988  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CZ1988  ELLIP HEIGHT-        1110.516 (meters)          (02/10/07) ADJUSTED
 CZ1988  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ1988
 CZ1988  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1988  Type    PID    Designation                      North   East  Ellip
 CZ1988  -------------------------------------------------------------------
 CZ1988  NETWORK CZ1988 ROSKRUGE                          4.10   4.27   7.60
 CZ1988  -------------------------------------------------------------------
 CZ1988
 CZ1988.The horizontal coordinates were established by GPS observations
 CZ1988.and adjusted by the National Geodetic Survey in February 2007.
 CZ1988
 CZ1988.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1988.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1988.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1988.The epoch date for horizontal control is a decimal equivalence
 CZ1988.of Year/Month/Day.
 CZ1988
 CZ1988.The orthometric height was determined by GPS observations and a
 CZ1988.high-resolution geoid model.
 CZ1988
 CZ1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1988
 CZ1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1988
 CZ1988.The ellipsoidal height was determined by GPS observations
 CZ1988.and is referenced to NAD 83.
 CZ1988
 CZ1988.The geoid height was determined by GEOID03.
 CZ1988
 CZ1988;                    North         East     Units Scale Factor Converg.
 CZ1988;SPC AZ C     -   129,950.873   263,899.761   MT  0.99993149   +0 17 07.2
 CZ1988;SPC AZ C     -   426,348.01    865,812.86   iFT  0.99993149   +0 17 07.2
 CZ1988;UTM  12      - 3,559,451.521   464,101.158   MT  0.99961589   -0 12 09.9
 CZ1988
 CZ1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1988!SPC AZ C     -   0.99982566  x   0.99993149  =   0.99975716
 CZ1988!UTM  12      -   0.99982566  x   0.99961589  =   0.99944162
 CZ1988
 CZ1988|---------------------------------------------------------------------|
 CZ1988| PID    Reference Object                     Distance      Geod. Az  |
 CZ1988|                                                           dddmmss.s |
 CZ1988| CH5357 ROSKRUGE RM 1                         3.185 METERS 07557     |
 CZ1988| CZ1967 HIGHEST PEAK SOUTH OF WASSON        APPROX.26.2 KM 0803954.2 |
 CZ1988| CZ1976 SAN XAVIER MISSION                  APPROX.35.9 KM 1011803.7 |
 CZ1988| CZ1972 BLACK HILLS                         APPROX.31.8 KM 1070243.3 |
 CZ1988| CG1075 HELMET PEAK MINERAL HILL            APPROX.36.2 KM 1283439.9 |
 CZ1988| CH5356 ROSKRUGE AZ MK                                     1784142.0 |
 CZ1988| CH5358 ROSKRUGE RM 2                         4.410 METERS 21320     |
 CZ1988| CZ2001 COYOTE MOUNTAIN                     APPROX.23.5 KM 2174804.2 |
 CZ1988| CZ1985 LONE CONE                           APPROX.16.0 KM 2192257.9 |
 CZ1988| CZ1994 WATERMAN PEAK                       APPROX.21.6 KM 3361314.2 |
 CZ1988| CZ1995 GRANITE PEAK                        APPROX.32.6 KM 3413834.5 |
 CZ1988| CZ1993 WATER                               APPROX.14.0 KM 3584445.0 |
 CZ1988|---------------------------------------------------------------------|
 CZ1988
 CZ1988                          SUPERSEDED SURVEY CONTROL
 CZ1988
 CZ1988  ELLIP H (09/30/02) 1110.529  (m)                       GP(       ) 3 2
 CZ1988  ELLIP H (10/05/93) 1110.651  (m)                       GP(       ) 3 2
 CZ1988  NAD 83(1992)-  32 10 15.53466(N)    111 22 50.76790(W) AD(       ) 1
 CZ1988  NAD 83(1986)-  32 10 15.52990(N)    111 22 50.76662(W) AD(       ) 1
 CZ1988  NAD 27      -  32 10 15.25400(N)    111 22 48.37800(W) AD(       ) 1
 CZ1988  NGVD 29 (07/19/86) 1138.0    (m)         3734.     (f) VERT ANG    3  
 CZ1988
 CZ1988.Superseded values are not recommended for survey control.
 CZ1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1988.See file dsdata.txt to determine how the superseded data were derived.
 CZ1988
 CZ1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6410159452(NAD 83)
 CZ1988_MARKER: DS = TRIANGULATION STATION DISK
 CZ1988_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1988_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1988_STAMPING: ROSKRUGE 1919 1936
 CZ1988_MARK LOGO: CGS   
 CZ1988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1988+STABILITY: POSITION/ELEVATION WELL
 CZ1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1988+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1991
 CZ1988
 CZ1988  HISTORY     - Date     Condition        Report By
 CZ1988  HISTORY     - 1919     MONUMENTED       CGS
 CZ1988  HISTORY     - 1935     GOOD             CGS
 CZ1988  HISTORY     - 1968     GOOD             DMA
 CZ1988  HISTORY     - 1972     GOOD             AZHD
 CZ1988  HISTORY     - 1978     GOOD             AZDT
 CZ1988  HISTORY     - 19910215 GOOD             AZ-019
 CZ1988
 CZ1988                          STATION DESCRIPTION
 CZ1988
 CZ1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1988'ON THE SUMMIT OF THE HIGHEST PEAK OF THE SOUTHEASTERN PORTION
 CZ1988'OF THE ROSKRUGE MOUNTAINS (THE LOW RANGE OF MOUNTAINS LYING
 CZ1988'WEST OF THE TUCSON MOUNTAINS) AND ABOUT 25 MILES, AIR LINE,
 CZ1988'WEST OF TUCSON.  ANOTHER PEAK OF THE ROSKRUGE MOUNTAINS
 CZ1988'ABOUT 3 MILES NORTHWEST OF THE STATION IS PROBABLY A FEW
 CZ1988'FEET HIGHER THAN THIS ONE.  MARKED BY A STANDARD BRONZE
 CZ1988'DISK.  REFERENCE MARK NO. 1, A STANDARD
 CZ1988'BRONZE REFERENCE DISK, IS 3.185 METERS (10.45 FEET) (SLOPE)
 CZ1988'FROM STATION  N 75 DEG 57 MIN E.  REFERENCE MARK NO.
 CZ1988'2, A STANDARD BRONZE REFERENCE DISK, IS 4.41 METERS (14.5
 CZ1988'FEET) (SLOPE) FROM STATION  S 33 DEG 20 MIN W. THE
 CZ1988'AZIMUTH MARK, A STANDARD BRONZE DISK, SET IN
 CZ1988'1936, IS 4 PACES SOUTHWEST OF A T INTERSECTION ON THE
 CZ1988'ROAD LEADING TO THE STATION AND 2 MILES FROM STATION
 CZ1988'S 01 DEG 18 MIN 17 SEC E.
 CZ1988
 CZ1988                          STATION RECOVERY (1968)
 CZ1988
 CZ1988'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968 (JLW)
 CZ1988'STATION WAS NOT RECOVERED AT THIS TIME.  AN INSTRUMENT STAND
 CZ1988'IS STILL POSITIONED OVER THE STATION AND WAS USED FOR AZIMUTH
 CZ1988'CHECK AT STATION SAN PEDRO WITH SATISFACTORY RESULTS.
 CZ1988
 CZ1988                          STATION RECOVERY (1972)
 CZ1988
 CZ1988'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1988'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CZ1988'
 CZ1988'REFERENCE MARKS 1 AND 2 GOOD.
 CZ1988'
 CZ1988'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ1988
 CZ1988                          STATION RECOVERY (1978)
 CZ1988
 CZ1988'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1988'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 CZ1988'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  NO
 CZ1988'MEASUREMENTS WERE TAKEN AT THIS TIME.
 CZ1988'
 CZ1988'TO REACH THE STATION TRAVEL WEST ON STATE ROUTE 86 FROM ROBLES JCT.
 CZ1988'STORE FOR 9.7 MILES TO SAN PEDRO RD.  TURN RIGHT AND TRAVEL 3.3 MILES
 CZ1988'TO A WOODEN CORRAL LOCATED IN SAN PEDRO.  AT THE NORTHWEST CORNER OF
 CZ1988'THE CORRAL TAKE THE LEFT FORK AND TRAVEL 3.1 MILES TO FORK, TAKE LEFT
 CZ1988'FORK AND TRAVEL 2.7 MILES TO FORK AND GATE, TAKE RIGHT FORK AND PASS
 CZ1988'THROUGH GATE TRAVELING 0.6 MILES TO FORK, TAKE RIGHT FORK AND CROSS
 CZ1988'WASH, THEN TRAVEL 3.7 MILES TO FORK.  TAKE LEFT FORK AND TRAVEL 0.1
 CZ1988'MILES PASSING UNDER POWER LINES TO A WINDMILL WHERE THREE ROADS COME
 CZ1988'TO AN INTERSECTION, TAKE LEFT FORK AND TRAVEL 1.0 MILES TO FORK, TAKE
 CZ1988'LEFT FORK AND TRAVEL 0.7 MILES TO FORK, TAKE RIGHT FORK AND TRAVEL
 CZ1988'0.2 MILES AND END OF TRUCK TRAVEL, PACK NORTH UP A STEEP ROCKY CANYON
 CZ1988'TO THE HIGHEST PEAK AND STATION.  PACK TIME 45 MINUTES.
 CZ1988
 CZ1988                          STATION RECOVERY (1991)
 CZ1988
 CZ1988'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1991
 CZ1988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1931 ***********************************************************************
 CZ1931  DESIGNATION -  ROTTEN
 CZ1931  PID         -  CZ1931
 CZ1931  STATE/COUNTY-  AZ/PINAL
 CZ1931  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ1931
 CZ1931                         *CURRENT SURVEY CONTROL
 CZ1931  ___________________________________________________________________
 CZ1931* NAD 83(1992)-  32 33 30.96367(N)    111 29 28.88643(W)     ADJUSTED  
 CZ1931* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 CZ1931  ___________________________________________________________________
 CZ1931  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 CZ1931  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ1931  HORZ ORDER  -  SECOND
 CZ1931
 CZ1931.The horizontal coordinates were established by classical geodetic methods
 CZ1931.and adjusted by the National Geodetic Survey in August 1993.
 CZ1931
 CZ1931.The orthometric height was scaled from a topographic map.
 CZ1931
 CZ1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1931
 CZ1931.The geoid height was determined by GEOID03.
 CZ1931
 CZ1931;                    North         East     Units Scale Factor Converg.
 CZ1931;SPC AZ C     -   172,884.828   253,299.414   MT  0.99991966   +0 13 44.0
 CZ1931;SPC AZ C     -   567,207.44    831,034.82   iFT  0.99991966   +0 13 44.0
 CZ1931;UTM  12      - 3,602,461.585   453,872.016   MT  0.99962624   -0 15 52.0
 CZ1931
 CZ1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1931!SPC AZ C     -   0.99996568  x   0.99991966  =   0.99988534
 CZ1931!UTM  12      -   0.99996568  x   0.99962624  =   0.99959193
 CZ1931
 CZ1931|---------------------------------------------------------------------|
 CZ1931| PID    Reference Object                     Distance      Geod. Az  |
 CZ1931|                                                           dddmmss.s |
 CZ1931| CH5359 ROTTEN RM 1                           5.875 METERS 10257     |
 CZ1931| CH5360 ROTTEN RM 2                           2.870 METERS 23034     |
 CZ1931| CZ1334 W 91                                               3044451.5 |
 CZ1931|---------------------------------------------------------------------|
 CZ1931
 CZ1931                          SUPERSEDED SURVEY CONTROL
 CZ1931
 CZ1931  NAD 83(1986)-  32 33 30.95817(N)    111 29 28.88596(W) AD(       ) 2
 CZ1931  NAD 27      -  32 33 30.71960(N)    111 29 26.46850(W) AD(       ) 2
 CZ1931
 CZ1931.Superseded values are not recommended for survey control.
 CZ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1931.See file dsdata.txt to determine how the superseded data were derived.
 CZ1931
 CZ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5387202462(NAD 83)
 CZ1931_MARKER: DS = TRIANGULATION STATION DISK
 CZ1931_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1931
 CZ1931  HISTORY     - Date     Condition        Report By
 CZ1931  HISTORY     - 1936     MONUMENTED       CGS
 CZ1931  HISTORY     - 1960     GOOD             CGS
 CZ1931
 CZ1931                          STATION DESCRIPTION
 CZ1931
 CZ1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1931'ABOUT 4 MILES WEST-NORTHWEST OF SASCO, 9 MILES NORTH-NORTHEAST
 CZ1931'OF SILVERBELL, IN T. 10S., R. 8 E., ON THE SUMMIT OF THE
 CZ1931'WESTERLY AND HIGHEST ONE OF A GROUP OF THREE SIMILAR HILLS
 CZ1931'OF ABOUT THE SAME ELEVATION LYING SOUTH OF PICACHO PEAK AND
 CZ1931'STATE ROUTE NO. 84, ON THE CENTRAL AND HIGHEST PEAK OF THE
 CZ1931'HILL, ON A SMALL ROCKY KNOLL, IN THE CENTER OF THE ROUNDED
 CZ1931'SUMMIT.  MARKED BY A STANDARD BRONZE DISK.
 CZ1931'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ1931'DISK IS NEAR THE EAST EDGE OF THE SUMMIT, IN
 CZ1931'TOP OF A FLAT ROCK LEDGE AND 5.875 METERS (19.27 FEET) FROM
 CZ1931'STATION.  REFERENCE MARK NO. 2, A
 CZ1931'STANDARD BRONZE REFERENCE DISK IS ON HIGH,
 CZ1931'ROCKY POINT, IN SHARP ROCK OUTCROP, 2.870 METERS (9.42
 CZ1931'FEET) FROM STATION.  THE AZIMUTH
 CZ1931'MARK, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK
 CZ1931'STAMPED W 91 1935, SET IN TOP OF A CONCRETE POST, IS ON
 CZ1931'ROAD LEADING TO FOOT OF STATION PEAK, ABOUT 400 YARDS
 CZ1931'EAST-SOUTHEAST OF A RANCH HOUSE, 40 YARDS SOUTH-SOUTHWEST OF
 CZ1931'THE CENTER OF THE ROAD, 20 FEET NORTHEAST OF A CATTLE
 CZ1931'TRAIL LEADING SOUTHWEST ACROSS FLAT AND 1.3 MILES FROM
 CZ1931'STATION.
 CZ1931
 CZ1931                          STATION RECOVERY (1960)
 CZ1931
 CZ1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1931'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CZ1931'IN GOOD CONDITION.
 CZ1931'
 CZ1931'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION.
 CZ1931'
 CZ1931'REACHED FROM THE FIRST BAPTIST CHURCH IN PICACHO BY GOING
 CZ1931'SOUTH ON PICACHO HI-WAY FOR 8.4 MILES TO A T-INTERSECTION,
 CZ1931'TURN RIGHT THEN LEFT ON GRADED ROAD, SOUTH, FOR 0.5 MILE TO
 CZ1931'RANCH BUILDINGS, CROSS A CATTLEGUARD JUST WEST OF BUILDINGS
 CZ1931'AND GO SOUTH FOR 1.0 MILE TO RANCH BUILDINGS, TURN LEFT
 CZ1931'THROUGH GATE JUST BEFORE REACHING BUILDINGS AND FOLLOW GRADED
 CZ1931'ROAD FOR ABOUT 100 YARDS (TO REACH THE AZIMUTH MARK FROM THIS
 CZ1931'POINT CONTINUE ON GRADED ROAD FOR 0.8 MILE TO A NORTH-SOUTH
 CZ1931'EARTH DIKE, CROSS DIKE AND TURN LEFT, PICKING WAY THROUGH
 CZ1931'BRUSH ABOUT 110 YARDS TO THE MARK), TURN LEFT AT FORKS AND
 CZ1931'FOLLOW GRADED ROAD 0.3 MILE TO REVERSE FORKS, FROM
 CZ1931'HERE PICK WAY TO BASE OF HILL AND END OF TRUCK TRAVEL.
 CZ1931'FROM END OF TRUCK TRAVEL PACK SOUTHEASTERLY TO TOP OF HILL
 CZ1931'AND STATION.  ABOUT 1/2 HOUR PACKING TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0404 ***********************************************************************
 GQ0404  DESIGNATION -  ROUGH
 GQ0404  PID         -  GQ0404
 GQ0404  STATE/COUNTY-  AZ/MOHAVE
 GQ0404  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0404
 GQ0404                         *CURRENT SURVEY CONTROL
 GQ0404  ___________________________________________________________________
 GQ0404* NAD 83(1992)-  36 54 03.12364(N)    113 44 54.52896(W)     ADJUSTED  
 GQ0404* NAVD 88     -      1694.2    (meters)    5558.     (feet)  VERTCON   
 GQ0404  ___________________________________________________________________
 GQ0404  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 GQ0404  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GQ0404  HORZ ORDER  -  THIRD
 GQ0404
 GQ0404.The horizontal coordinates were established by classical geodetic methods
 GQ0404.and adjusted by the National Geodetic Survey in November 1997.
 GQ0404
 GQ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0404
 GQ0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0404
 GQ0404.The geoid height was determined by GEOID03.
 GQ0404
 GQ0404;                    North         East     Units Scale Factor Converg.
 GQ0404;SPC AZ W     -   654,491.637   213,495.440   MT  0.99993333   +0 00 03.3
 GQ0404;SPC AZ W     - 2,147,282.27    700,444.36   iFT  0.99993333   +0 00 03.3
 GQ0404;SPC UT S     - 3,028,402.065   299,604.943   MT  1.00006914   -1 22 39.4
 GQ0404;UTM  12      - 4,087,403.736   255,107.493   MT  1.00033888   -1 39 03.9
 GQ0404
 GQ0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0404!SPC AZ W     -   0.99973807  x   0.99993333  =   0.99967142
 GQ0404!SPC UT S     -   0.99973807  x   1.00006914  =   0.99980719
 GQ0404!UTM  12      -   0.99973807  x   1.00033888  =   1.00007686
 GQ0404
 GQ0404|---------------------------------------------------------------------|
 GQ0404| PID    Reference Object                     Distance      Geod. Az  |
 GQ0404|                                                           dddmmss.s |
 GQ0404| CH3230 ROUGH RM 1                            6.347 METERS 03459     |
 GQ0404| CH3229 ROUGH AZ MK                                        1791919.9 |
 GQ0404| CH3231 ROUGH RM 2                           11.102 METERS 29957     |
 GQ0404|---------------------------------------------------------------------|
 GQ0404
 GQ0404                          SUPERSEDED SURVEY CONTROL
 GQ0404
 GQ0404  NAD 83(1992)-  36 54 03.12202(N)    113 44 54.52964(W) AD(       ) 3
 GQ0404  NAD 83(1986)-  36 54 03.11960(N)    113 44 54.52853(W) AD(       ) 3
 GQ0404  NAD 27      -  36 54 03.18800(N)    113 44 51.66300(W) AD(       ) 3
 GQ0404  NGVD 29 (07/19/86) 1693.3    (m)         5555.     (f) VERT ANG    3  
 GQ0404
 GQ0404.Superseded values are not recommended for survey control.
 GQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0404.See file dsdata.txt to determine how the superseded data were derived.
 GQ0404
 GQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5510787404(NAD 83)
 GQ0404_MARKER: DS = TRIANGULATION STATION DISK
 GQ0404_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0404
 GQ0404  HISTORY     - Date     Condition        Report By
 GQ0404  HISTORY     - 1953     MONUMENTED       CGS
 GQ0404  HISTORY     - 1960     GOOD             CGS
 GQ0404
 GQ0404                          STATION DESCRIPTION
 GQ0404
 GQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0404'THE STATION IS ABOUT 20 MILES SOUTHWEST OF ST. GEORGE, UTAH,
 GQ0404'ABOUT 10 MILES EAST OF LITTLEFIELD, ARIZONA, AND ABOUT 9
 GQ0404'MILES SOUTH OF THE ARIZONA-UTAH STATE LINE.  IT IS ON THE
 GQ0404'NORTH PART OF A LONG HIGH TIMBERED NORTH-SOUTH RIDGE THAT
 GQ0404'SLOPES UP GRADUALLY TO THE SOUTH.
 GQ0404'
 GQ0404'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH BY GOING
 GQ0404'EAST FOR 0.6 MILE TO THE NORTHEAST CORNER OF A CEMETERY.
 GQ0404'HERE TURN RIGHT (SOUTH) AND FOLLOW THE PAVED ROAD SOUTH
 GQ0404'AND EAST FOR 2.0 MILES TO FORKS AT THE SOUTH END OF THE
 GQ0404'VIRGIN RIVER BRIDGE.  TAKE THE RIGHT FORK STRAIGHT AHEAD
 GQ0404'AND GO 1.5 MILES TO A FORK.  TAKE THE RIGHT FORK SOUTHEAST
 GQ0404'FOR 0.6 MILE TO A CONCRETE BRIDGE.  CROSS BRIDGE AND FOLLOW
 GQ0404'THE MAIN TRAVELED ROAD SOUTH FOR 4.5 MILES TO A CATTLE GUARD
 GQ0404'IN STATELINE FENCE.  CROSS CATTLE GUARD AND CONTINUE SOUTH
 GQ0404'FOR 0.5 MILE TO A TRACK ROAD RIGHT, ABOUT 50 YARDS BEFORE
 GQ0404'REACHING SUMMIT OF THE LOW RIDGE.  TURN RIGHT, TAKE THE
 GQ0404'RIGHT FORK AND CONTINUE WEST AND SOUTHWEST ON THE MAIN
 GQ0404'TRAVELED ROAD FOR 2.8 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0404'AND CONTINUE 0.3 MILE TO A GATE.  PASS THROUGH GATE AND TURN
 GQ0404'LEFT, SOUTH, DOWN THE FENCE LINE FOR 0.8 MILE TO FORKS.
 GQ0404'TAKE THE RIGHT FORK SOUTH-SOUTHWEST FOR 2.5 MILES TO A
 GQ0404'FORK.  TAKE THE RIGHT FORK SOUTHWEST FOR 3.0 MILES TO A
 GQ0404'FORK.  FROM THIS POINT ON THE ROAD IS VERY ROUGH AND
 GQ0404'STEEP AND A JEEP OR 4-WHEEL DRIVE VEHICLE SHOULD BE
 GQ0404'USED.  TAKE THE RIGHT FORK AND FOLLOW MAIN ROAD WEST FOR 1.5
 GQ0404'MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH FOR 1.2
 GQ0404'MILES TO A FORK.  TAKE THE RIGHT FORK SOUTH-SOUTHWEST AND
 GQ0404'GO 5.1 MILES TO DIM FORKS.  TAKE THE LEFT FORK AND GO
 GQ0404'2.9 MILES TO THE STATION.
 GQ0404'
 GQ0404'STATION MARK, STAMPED ROUGH 1953, IS A STANDARD DISK CEMENTED
 GQ0404'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT PROJECTS
 GQ0404'ABOUT 2 INCHES.  IT IS 94 FEET EAST OF THE MIDDLE OF THE
 GQ0404'TRACK ROAD AND 6 FEET EAST OF A WHITE WITNESS POST SET IN
 GQ0404'A CAIRN.
 GQ0404'
 GQ0404'REFERENCE MARK 1, STAMPED ROUGH NO 1 1953, IS A STANDARD
 GQ0404'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT
 GQ0404'PROJECTS ABOUT 2 INCHES AND IS ABOUT 10 INCHES LOWER THAN
 GQ0404'THE STATION.
 GQ0404'
 GQ0404'REFERENCE MARK 2, STAMPED ROUGH NO 2 1953, IS A STANDARD
 GQ0404'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT
 GQ0404'PROJECTS ABOUT 4 INCHES AND IS ABOUT 6 INCHES LOWER THAN
 GQ0404'THE STATION.
 GQ0404'
 GQ0404'THE AZIMUTH MARK, STAMPED ROUGH 1953, IS A STANDARD DISK
 GQ0404'SET IN CONCRETE IN A DEPRESSION IN A 4 X 6 FOOT BOULDER THAT
 GQ0404'PROJECTS 1 FOOT.  IT IS 76 FEET EAST OF THE MIDDLE OF THE
 GQ0404'TRACK ROAD AND 6 FEET NORTH OF A WHITE WITNESS POST SET
 GQ0404'IN A CAIRN.  IT IS REACHED BY CONTINUING SOUTH FROM THE STATION
 GQ0404'ON THE TRACK ROAD FOR 0.35 MILE.
 GQ0404
 GQ0404                          STATION RECOVERY (1960)
 GQ0404
 GQ0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GQ0404'STATION RECOVERED, ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0404'AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  DUE TO CHANGES
 GQ0404'IN ROADS, A COMPLETE NEW TO REACH AS FOLLOWS--
 GQ0404'
 GQ0404'FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST FOR 0.7
 GQ0404'MILE TO THE INTERSECTION WITH 700 EAST ST. AT NORTHEAST
 GQ0404'CORNER OF CEMETERY, TURN RIGHT AND GO SOUTH AND EAST ON
 GQ0404'SURFACED ROAD FOR 2.0 MILES CROSSING THE VIRGIN RIVER BRIDGE,
 GQ0404'CONTINUE AHEAD ON GRADED ROAD FOR 1.5 MILES TO Y-FORK, TAKE
 GQ0404'RIGHT FORK AND GO 0.6 MILE TO BRIDGE, CONTINUE AHEAD AND
 GQ0404'FOLLOW THE SURFACED ROAD FOR 4.55 MILES TO CATTLE GUARD AND
 GQ0404'END OF SURFACED ROAD AT THE ARIZONA-UTAH STATE LINE, CONTINUE
 GQ0404'AHEAD (S) FOR 0.5 MILE TO A ROAD FORK ABOUT 50-YARDS BEFORE
 GQ0404'REACHING SUMMIT OF A LOW RIDGE, TAKE THE RIGHT FORK AND GO
 GQ0404'SOUTHWEST FOR 2.6 MILES TO A WIRE GATE, PASS THROUGH THE
 GQ0404'GATE AND CONTINUE (SW) FOR 0.6 MILE TO A Y-FORK, KEEP THE
 GQ0404'RIGHT FORK AND GO 2.75 MILES TO A Y-FORK AFTER COMING OUT
 GQ0404'OF WASH, KEEP THE RIGHT FORK AND GO 1.45 MILES TO Y-FORK,
 GQ0404'KEEP THE RIGHT FORK (NW) FOR 0.45 MILE TO A T-ROAD AND
 GQ0404'CORRALS, TURN RIGHT AND GO NORTH FOR 0.45 MILE TO TOP OF RIDGE
 GQ0404'AND GATE IN N-S FENCE, TURN LEFT, PASS THROUGH THE GATE
 GQ0404'AND FOLLOW THE TRACK ROAD WESTERLY FOR 3.5 MILES TO A
 GQ0404'REVERSE Y-FORK ON THE TOP OF THE NORTH-SOUTH TIMBERED
 GQ0404'RIDGE, TURN SHARP RIGHT AND GO NORTH ALONG THE TOP OF
 GQ0404'THE RIDGE FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT
 GQ0404'(E) ABOUT 26 PACES, CONTINUE NORTH ON TRACK ROAD FOR 0.35
 GQ0404'MILE TO THE STATION ON THE RIGHT (E) ABOUT 31 PACES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1018 ***********************************************************************
 ES1018  DESIGNATION -  ROUND
 ES1018  PID         -  ES1018
 ES1018  STATE/COUNTY-  AZ/YAVAPAI
 ES1018  USGS QUAD   -  CASNER BUTTE (1965)
 ES1018
 ES1018                         *CURRENT SURVEY CONTROL
 ES1018  ___________________________________________________________________
 ES1018* NAD 83(1992)-  34 43 27.64631(N)    111 37 32.88556(W)     ADJUSTED  
 ES1018* NAVD 88     -      1930.     (meters)    6332.     (feet)  SCALED    
 ES1018  ___________________________________________________________________
 ES1018  LAPLACE CORR-           9.74  (seconds)                    DEFLEC99
 ES1018  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES1018  HORZ ORDER  -  SECOND
 ES1018
 ES1018.The horizontal coordinates were established by classical geodetic methods
 ES1018.and adjusted by the National Geodetic Survey in August 1993.
 ES1018
 ES1018.The orthometric height was scaled from a topographic map.
 ES1018
 ES1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1018
 ES1018.The geoid height was determined by GEOID03.
 ES1018
 ES1018;                    North         East     Units Scale Factor Converg.
 ES1018;SPC AZ C     -   413,035.294   239,998.659   MT  0.99990874   +0 09 56.5
 ES1018;SPC AZ C     - 1,355,102.67    787,397.18   iFT  0.99990874   +0 09 56.5
 ES1018;UTM  12      - 3,842,653.045   442,703.326   MT  0.99964046   -0 21 23.3
 ES1018
 ES1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1018!SPC AZ C     -   0.99970097  x   0.99990874  =   0.99960974
 ES1018!UTM  12      -   0.99970097  x   0.99964046  =   0.99934154
 ES1018
 ES1018|---------------------------------------------------------------------|
 ES1018| PID    Reference Object                     Distance      Geod. Az  |
 ES1018|                                                           dddmmss.s |
 ES1018| CH3232 ROUND RM 1                            5.132 METERS 05000     |
 ES1018| CH3233 ROUND RM 2                            5.446 METERS 29500     |
 ES1018| ES0556 TELL                                APPROX. 4.9 KM 3070038.3 |
 ES1018|---------------------------------------------------------------------|
 ES1018
 ES1018                          SUPERSEDED SURVEY CONTROL
 ES1018
 ES1018  NAD 83(1986)-  34 43 27.64125(N)    111 37 32.88241(W) AD(       ) 2
 ES1018  NAD 27      -  34 43 27.56760(N)    111 37 30.33450(W) AD(       ) 2
 ES1018
 ES1018.Superseded values are not recommended for survey control.
 ES1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1018.See file dsdata.txt to determine how the superseded data were derived.
 ES1018
 ES1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4270342653(NAD 83)
 ES1018_MARKER: DS = TRIANGULATION STATION DISK
 ES1018_SETTING: 80 = SET IN A BOULDER
 ES1018_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1018
 ES1018  HISTORY     - Date     Condition        Report By
 ES1018  HISTORY     - 1959     MONUMENTED       CGS
 ES1018
 ES1018                          STATION DESCRIPTION
 ES1018
 ES1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1018'THE STATION IS ON THE HIGHEST PART OF ROUND MOUNTAIN, WHICH IS
 ES1018'ABOUT 10 MILES SOUTH AND 8 MILES EAST OF SEDONA, ABOUT 5 MILES
 ES1018'EAST AND 4 MILES NORTH OF THE U.S. FOREST SERVICE RANGER STATION
 ES1018'AT BEAVER CREEK AND ABOUT 4 MILES EAST OF INTERSTATE HIGHWAY 17.
 ES1018'
 ES1018'TO REACH THE STATION FROM THE POST OFFICE IN SEDONA GO SOUTH ON
 ES1018'U.S. HIGHWAY 89A FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT AND
 ES1018'GO EAST ON THE MACADAM ROAD FOR 0.3 MILE TO A T ROAD JUNCTION
 ES1018'AT THE EAST END OF THE BRIDGE OVER OAK CREEK.  HERE TURN RIGHT
 ES1018'AND FOLLOW HARD SURFACE ROAD SOUTH AND SOUTHEAST FOR 6.6 MILES
 ES1018'TO THE END OF THE HARD SURFACE, CONTINUE STRAIGHT AHEAD SOUTH
 ES1018'AND EAST ON THE GRAVELED ROAD FOR 7.5 MILES TO THE JUNCTION
 ES1018'WITH INTERSTATE HIGHWAY 17.  TURN LEFT AND GO NORTH ON
 ES1018'INTERSTATE HIGHWAY 17 FOR 7.0 MILES TO THE APPROACH TO AN UNDER
 ES1018'PASS, KEEP RIGHT AND GO 0.2 MILE TO THE UNDER PASS.  TURN
 ES1018'RIGHT AND FOLLOW GRAVELED ROAD EAST FOR 0.1 MILE TO A CATTLE
 ES1018'GUARD, CROSS CATTLE GUARD AND CONTINUE EAST ON THE GRAVELED
 ES1018'ROAD FOR 0.3 MILE TO A T ROAD JUNCTION.  TURN LEFT AND GO
 ES1018'NORTHEASTERLY ON THE GRAVELED ROAD 1.5 MILES TO A SIDE ROAD
 ES1018'RIGHT AND SIGN, UTAH JUNIPER WATERSHED 5 MULLICAN PLACE
 ES1018'2.  TURN RIGHT AS PER SIGN AND FOLLOW DIRT ROAD EAST AND
 ES1018'SOUTH FOR 2.8 MILES TO A SIDE ROAD LEFT, CONTINUE STRAIGHT
 ES1018'AHEAD, PASSING TO THE RIGHT OF AN EARTH TANK, FOR 0.4 MILE TO
 ES1018'A GATE ON THE LEFT, JUST BEFORE REACHING THE RANCH HOUSE, TURN
 ES1018'LEFT PASS THRU GATE AND GO SOUTH ON TRACK ROAD FOR 0.5
 ES1018'MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE SOUTH ON
 ES1018'THE TRACK ROAD FOR 0.5 MILE TO A CORRAL AND EARTH TANK ON THE
 ES1018'RIGHT AND A FORK IN THE TRACK ROAD.  TAKE RIGHT FORK AND GO
 ES1018'SOUTHWESTERLY ALONG THE BASE OF THE MOUNTAIN FOR 0.6 MILE TO A
 ES1018'CAIRN AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST TO THE
 ES1018'HIGHEST PART OF THE MOUNTAIN AND THE STATION.  LENGTH OF PACK IS
 ES1018'30 MINUTES.
 ES1018'
 ES1018'THE STATION MARK, STAMPED ROUND 1959, IS A STANDARD DISK CEMENTED
 ES1018'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT IS
 ES1018'5 FEET SOUTHWEST OF A CAIRN.
 ES1018'
 ES1018'REFERENCE MARK NO. 1, STAMPED ROUND NO 1 1959, IS A STANDARD
 ES1018'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4
 ES1018'INCHES.  IT IS 18 FEET NORTHEAST OF A CAIRN.
 ES1018'
 ES1018'REFERENCE MARK NO. 2, STAMPED ROUND NO 2 1959, IS A STANDARD DISK
 ES1018'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES.
 ES1018'IT IS 13 FEET WEST OF THE CAIRN.
 ES1018'
 ES1018'TRIANGULATION STATION TELL WILL SERVE AS AN AZIMUTH MARK SEE
 ES1018'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0866 ***********************************************************************
 ET0866  DESIGNATION -  ROUND
 ET0866  PID         -  ET0866
 ET0866  STATE/COUNTY-  AZ/YAVAPAI
 ET0866  USGS QUAD   -  HUMBOLDT (1973)
 ET0866
 ET0866                         *CURRENT SURVEY CONTROL
 ET0866  ___________________________________________________________________
 ET0866* NAD 83(1992)-  34 31 13.58768(N)    112 11 16.51498(W)     ADJUSTED  
 ET0866* NAVD 88     -      1730.9    (meters)    5679.     (feet)  VERTCON   
 ET0866  ___________________________________________________________________
 ET0866  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 ET0866  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 ET0866  HORZ ORDER  -  SECOND
 ET0866
 ET0866.The horizontal coordinates were established by classical geodetic methods
 ET0866.and adjusted by the National Geodetic Survey in August 1993.
 ET0866
 ET0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0866
 ET0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0866
 ET0866.The geoid height was determined by GEOID03.
 ET0866
 ET0866;                    North         East     Units Scale Factor Converg.
 ET0866;SPC AZ C     -   390,412.496   188,456.562   MT  0.99990764   -0 09 13.4
 ET0866;SPC AZ C     - 1,280,880.89    618,295.81   iFT  0.99990764   -0 09 13.4
 ET0866;UTM  12      - 3,820,504.481   390,968.820   MT  0.99974653   -0 40 23.7
 ET0866
 ET0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0866!SPC AZ C     -   0.99973246  x   0.99990764  =   0.99964012
 ET0866!UTM  12      -   0.99973246  x   0.99974653  =   0.99947906
 ET0866
 ET0866|---------------------------------------------------------------------|
 ET0866| PID    Reference Object                     Distance      Geod. Az  |
 ET0866|                                                           dddmmss.s |
 ET0866| CH3237 ROUND RM 2                           14.182 METERS 04916     |
 ET0866| ET0862 DEWEY                               APPROX. 4.2 KM 2850723.7 |
 ET0866| ET0882 GLASSFORD                           APPROX.19.4 KM 2932032.8 |
 ET0866| CH3236 ROUND RM 1                            3.821 METERS 32323     |
 ET0866|---------------------------------------------------------------------|
 ET0866
 ET0866                          SUPERSEDED SURVEY CONTROL
 ET0866
 ET0866  NAD 83(1986)-  34 31 13.58366(N)    112 11 16.51325(W) AD(       ) 2
 ET0866  NAD 27      -  34 31 13.49460(N)    112 11 13.93550(W) AD(       ) 2
 ET0866  NGVD 29 (07/19/86) 1730.1    (m)         5676.     (f) VERT ANG    3  
 ET0866
 ET0866.Superseded values are not recommended for survey control.
 ET0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0866.See file dsdata.txt to determine how the superseded data were derived.
 ET0866
 ET0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9096920504(NAD 83)
 ET0866_MARKER: DS = TRIANGULATION STATION DISK
 ET0866_SETTING: 66 = SET IN ROCK OUTCROP
 ET0866_SP_SET: SET IN ROCK OUTCROP
 ET0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0866+STABILITY: POSITION/ELEVATION WELL
 ET0866
 ET0866  HISTORY     - Date     Condition        Report By
 ET0866  HISTORY     - 1943     MONUMENTED       USGS
 ET0866  HISTORY     - 1973     GOOD             USGS
 ET0866  HISTORY     - 1974     GOOD             USGS
 ET0866  HISTORY     - 1980     GOOD             AZDT
 ET0866
 ET0866                          STATION DESCRIPTION
 ET0866
 ET0866'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET0866'LOCATED 1.5 MI S. AND 16.3 MI E. OF CENTER OF PRESCOTT, 1.6 MI S.
 ET0866'OF POINT WHERE DEWEY-CAMP VERDE RD. CROSSES DIVIDE.  ON DIVIDE
 ET0866'BETWEEN YARBO WASH AND AQUA FRIA CREEK, ON TOP OF ROUND HILL
 ET0866'WHICH IS HIGHEST POINT IN VICINITY.
 ET0866'
 ET0866'STATION MARK--STANDARD TABLET STAMPED---ROUND 1943---, CEMENTED IN
 ET0866'HARD ROCK OUTCROP, 20 FT S. OF STEEP NORTH SLOPE, ABOUT SAME
 ET0866'DISTANCE E. OF WEST BREAK.
 ET0866'
 ET0866'RM 1--STANDARD RM TABLET STAMPED---ROUND 1943 NO 1---, CEMENTED IN
 ET0866'OUTCROP.
 ET0866'
 ET0866'RM 2--CENTER OF LARGE FLAT-TOPPED CAIRN ON SOUTHEAST END OF TOP
 ET0866'(LOWER) ACROSS SHALLOW SADDLE.
 ET0866
 ET0866                          STATION RECOVERY (1973)
 ET0866
 ET0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0866'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 ET0866
 ET0866                          STATION RECOVERY (1974)
 ET0866
 ET0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0866'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 ET0866'
 ET0866'TO REACH FROM INTERSECTION OF STATE HWY. 69 AND PAVED RD. E. IN
 ET0866'DEWEY, DRIVE 4.4 MI E. ON PAVED RD. TO GRADED RD. RIGHT.  TURN
 ET0866'RIGHT 1.1 MI S. TO JEEP TRAIL S. ALONG WEST SIDE OF FENCE, FOLLOW
 ET0866'JEEP TRAIL (4-WHEEL DRIVE) S. AND W. 1.7 MI TO TOP AND STATION.
 ET0866
 ET0866                          STATION RECOVERY (1980)
 ET0866
 ET0866'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0866'THE STATION IS LOCATED 1.5 MILES SOUTH AND 16.3 MILES EAST OF THE
 ET0866'CENTER OF PRESCOTT, 1.6 MILES SOUTH OF POINT WHERE THE DEWEY TO CAMP
 ET0866'VERDE ROAD CROSSES THE DIVIDE, ON THE DIVIDE BETWEEN YARBO WASH AND
 ET0866'AQUA CREEK ON TOP OF A ROUND HILL WHICH IS THE HIGHEST IN THE VICINITY
 ET0866'
 ET0866'THE STATION MARK IS A USGS DISK STAMPED ROUND 1943.  IT IS SET IN A
 ET0866'DRILL HOLE IN A ROCK OUTCROP, 20 FEET SOUTH OF STEEP NORTH SLOPE AND
 ET0866'ABOUT THE SAME DISTANCE EAST OF THE WEST BREAK.
 ET0866'
 ET0866'REFERENCE MARK 1 IS A USGS REFERENCE MARK DISK STAMPED ROUND 1943
 ET0866'NO 1.  IT IS SET IN A DRILL HOLE IN AN OUTCROP.
 ET0866'
 ET0866'REFERENCE MARK 2 IS A USGS REFERENCE MARK DISK STAMPED ROUND 1943
 ET0866'NO 2.  IT IS SET IN A DRILL HOLE IN AN OUTCROP
 ET0866'
 ET0866'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL EAST ALONG
 ET0866'ARIZONA HIGHWAY 169 FOR 4.45 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 ET0866'RIGHT AND PASS THROUGH A GATE FOR 0.05 MILE, BEAR RT FOR 0.05 MILE
 ET0866'BEAR LEFT AND TRAVEL SOUTH FOR 1.25 MILES.  BEAR RIGHT AND PROCEED
 ET0866'WEST FOR 0.55 MILE TO A FORK AND A GATE TAKE LEFT FORK 0.2 MILE TO A
 ET0866'FORK, TAKE RIGHT FORK 0.2 MILE TO A STOCK TANK, BEAR LEFT AT STOCK
 ET0866'TANK AND CONTINUE 0.1 MILE TO END OF TRUCK TRAVEL.  PACK WEST AND
 ET0866'SOUTH UP THE ROCKY TRAIL TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0966 ***********************************************************************
 FR0966  DESIGNATION -  ROUND
 FR0966  PID         -  FR0966
 FR0966  STATE/COUNTY-  AZ/MOHAVE
 FR0966  USGS QUAD   -  BOTTLENECK WASH (1980)
 FR0966
 FR0966                         *CURRENT SURVEY CONTROL
 FR0966  ___________________________________________________________________
 FR0966* NAD 83(1992)-  35 04 22.73675(N)    113 39 55.89788(W)     ADJUSTED  
 FR0966* NAVD 88     -       982.9    (meters)    3225.     (feet)  VERTCON   
 FR0966  ___________________________________________________________________
 FR0966  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 FR0966  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FR0966  HORZ ORDER  -  SECOND
 FR0966
 FR0966.The horizontal coordinates were established by classical geodetic methods
 FR0966.and adjusted by the National Geodetic Survey in August 1993.
 FR0966
 FR0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0966
 FR0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0966
 FR0966.The geoid height was determined by GEOID03.
 FR0966
 FR0966;                    North         East     Units Scale Factor Converg.
 FR0966;SPC AZ W     -   451,688.489   221,064.002   MT  0.99993406   +0 02 54.7
 FR0966;SPC AZ W     - 1,481,917.61    725,275.60   iFT  0.99993406   +0 02 54.7
 FR0966;UTM  12      - 3,884,386.615   256,952.377   MT  1.00032809   -1 31 56.7
 FR0966
 FR0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0966!SPC AZ W     -   0.99985015  x   0.99993406  =   0.99978422
 FR0966!UTM  12      -   0.99985015  x   1.00032809  =   1.00017819
 FR0966
 FR0966|---------------------------------------------------------------------|
 FR0966| PID    Reference Object                     Distance      Geod. Az  |
 FR0966|                                                           dddmmss.s |
 FR0966| CH3235 ROUND RM 2                            8.666 METERS 00005     |
 FR0966| FR0964 COFER                               APPROX. 1.1 KM 0675505.2 |
 FR0966| CH3234 ROUND RM 1                           11.419 METERS 17920     |
 FR0966|---------------------------------------------------------------------|
 FR0966
 FR0966                          SUPERSEDED SURVEY CONTROL
 FR0966
 FR0966  NAD 83(1986)-  35 04 22.73827(N)    113 39 55.90207(W) AD(       ) 2
 FR0966  NAD 27      -  35 04 22.71499(N)    113 39 53.11199(W) AD(       ) 2
 FR0966  NGVD 29 (07/19/86)  982.1    (m)         3222.     (f) VERT ANG    3  
 FR0966
 FR0966.Superseded values are not recommended for survey control.
 FR0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0966.See file dsdata.txt to determine how the superseded data were derived.
 FR0966
 FR0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5695284387(NAD 83)
 FR0966_MARKER: DD = SURVEY DISK
 FR0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0966
 FR0966  HISTORY     - Date     Condition        Report By
 FR0966  HISTORY     - 1979     MONUMENTED       AZDT
 FR0966  HISTORY     - 19980702 GOOD             USPSQD
 FR0966
 FR0966                          STATION DESCRIPTION
 FR0966
 FR0966'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 FR0966'THE STATION IS LOCATED ABOUT 25 MILES WEST NORTHWEST OF WICKIEUP ALONG
 FR0966'THE WEST SIDE OF U.S. HIGHWAY 93.
 FR0966'
 FR0966'THE STATION MARK IS AN ADOT DISK STAMPED ROUND 1979.  IT IS SET IN TOP
 FR0966'OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 FR0966'3 FEET NORTHWEST OF THE WITNESS POST.
 FR0966'
 FR0966'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, ROUND RM1 1979.  IT IS SET
 FR0966'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FR0966'
 FR0966'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, ROUND RM2 1979.  IT IS SET
 FR0966'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FR0966'
 FR0966'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 FR0966'U.S. HIGHWAY 93 FOR 25.84 MILES TO A SMALL HIGHWAY CUT AND THE STATION
 FR0966'ON THE LEFT.  97 FEET WEST OF HIGHWAY CENTERLINE.
 FR0966
 FR0966                          STATION RECOVERY (1998)
 FR0966
 FR0966'RECOVERY NOTE BY US POWER SQUADRON 1998
 FR0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0316 ***********************************************************************
 CF0316  DESIGNATION -  ROUND
 CF0316  PID         -  CF0316
 CF0316  STATE/COUNTY-  AZ/COCHISE
 CF0316  USGS QUAD   -  PORTAL (1987)
 CF0316
 CF0316                         *CURRENT SURVEY CONTROL
 CF0316  ___________________________________________________________________
 CF0316* NAD 83(1992)-  31 57 16.71253(N)    109 09 38.28731(W)     ADJUSTED  
 CF0316* NAVD 88     -      1602.1    (meters)    5256.     (feet)  VERTCON   
 CF0316  ___________________________________________________________________
 CF0316  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 CF0316  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CF0316  HORZ ORDER  -  FIRST
 CF0316
 CF0316.The horizontal coordinates were established by classical geodetic methods
 CF0316.and adjusted by the National Geodetic Survey in August 1993.
 CF0316
 CF0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0316
 CF0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0316
 CF0316.The geoid height was determined by GEOID03.
 CF0316
 CF0316;                    North         East     Units Scale Factor Converg.
 CF0316;SPC AZ E     -   106,279.894   308,462.482   MT  1.00001151   +0 31 56.9
 CF0316;SPC AZ E     -   348,687.32  1,012,016.02   iFT  1.00001151   +0 31 56.9
 CF0316;UTM  12      - 3,536,885.251   673,836.528   MT  0.99997269   +0 58 25.4
 CF0316
 CF0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0316!SPC AZ E     -   0.99975260  x   1.00001151  =   0.99976411
 CF0316!UTM  12      -   0.99975260  x   0.99997269  =   0.99972530
 CF0316
 CF0316:                Primary Azimuth Mark                     Grid Az
 CF0316:SPC AZ E     -  PHOENIX EL PASO AWY BCN 26 B             096 15 23.1
 CF0316:UTM  12      -  PHOENIX EL PASO AWY BCN 26 B             095 48 54.6
 CF0316
 CF0316|---------------------------------------------------------------------|
 CF0316| PID    Reference Object                     Distance      Geod. Az  |
 CF0316|                                                           dddmmss.s |
 CF0316| CF0310 PHOENIX EL PASO AWY BCN 26 B        APPROX.20.0 KM 0964720.0 |
 CF0316| CF0312 PHOENIX EL PASO AWY BCN 26 A        APPROX.15.9 KM 1003211.7 |
 CF0316| CC8146 ROUND RM 1                            8.031 METERS 14642     |
 CF0316| CF0422 SILVER PK LOH                       APPROX. 6.5 KM 2135522.2 |
 CF0316| CF0317 ROUND RM 2                            6.578 METERS 29417     |
 CF0316|---------------------------------------------------------------------|
 CF0316
 CF0316                          SUPERSEDED SURVEY CONTROL
 CF0316
 CF0316  NAD 83(1986)-  31 57 16.71083(N)    109 09 38.28419(W) AD(       ) 1
 CF0316  NAD 27      -  31 57 16.38100(N)    109 09 36.06100(W) AD(       ) 1
 CF0316  NGVD 29 (03/13/91) 1601.3    (m)         5254.     (f) VERT ANG    3  
 CF0316
 CF0316.Superseded values are not recommended for survey control.
 CF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0316.See file dsdata.txt to determine how the superseded data were derived.
 CF0316
 CF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7383736885(NAD 83)
 CF0316_MARKER: DS = TRIANGULATION STATION DISK
 CF0316_SETTING: 66 = SET IN ROCK OUTCROP
 CF0316_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0316+STABILITY: POSITION/ELEVATION WELL
 CF0316
 CF0316  HISTORY     - Date     Condition        Report By
 CF0316  HISTORY     - 1935     MONUMENTED       CGS
 CF0316  HISTORY     - 1938     GOOD             CGS
 CF0316  HISTORY     - 1942     GOOD             CGS
 CF0316  HISTORY     - 1968     GOOD             CGS
 CF0316  HISTORY     - 1982     GOOD             AZDT
 CF0316
 CF0316                          STATION DESCRIPTION
 CF0316
 CF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CF0316'STATION IS ON A HIGH SHARP RIDGE ON THE EAST SIDE OF AN OPENING
 CF0316'KNOWN AS ROUND VALLEY, ON LINE BETWEEN SECS. 15 AND 22, T.
 CF0316'27 S., R. 31 E.  THE RIDGE LIES ABOUT 4 MILES NORTH OF THE
 CF0316'PORTAL RANGER STATION AND 11 MILES NORTHWEST OF RODEO.
 CF0316'
 CF0316'TO REACH FROM THE JUNCTION OF THE NEW MEXICO STATE HIGHWAY 3 AND
 CF0316'U.S. HIGHWAY 80 (THIS JUNCTION IS ABOUT 6 MILES NORTH OF
 CF0316'RODEO AND ABOUT 43 MILES SOUTHWEST OF LORDSBURG, N. MEX.),
 CF0316'FROM THE JUNCTION GO SOUTH ON U.S. HIGHWAY 80 (BY SIGN HACHITA
 CF0316'54, COLUMBUS 100) FOR 3.1 MILES AND TURN RIGHT AS PER SIGN
 CF0316'PORTAL RANGER STATION AND CAVE CREEK CAMP, GO 0.8 MILE AND
 CF0316'PASS OVER CATTLE GUARD, CONTINUE 4.9 MILES AND PASS OVER
 CF0316'CATTLE GUARD AND TURN RIGHT, GO 3.4 MILES AND TURN LEFT OFF
 CF0316'THE MAIN-TRAVELED ROAD, GO 0.4 MILE TO WINDMILL AND WATER
 CF0316'TROUGH.  FROM HERE TRUCK CAN BE DRIVEN APPROXIMATELY 0.3
 CF0316'MILE IN THE DIRECTION OF AND OLD MINE DUMP ON THE EAST SIDE
 CF0316'OF THE HILL AND END OF TRUCK TRAVEL.  FROM THE MINE DUMP,
 CF0316'GO WESTWARD TO THE SUMMIT AND STATION SITE.
 CF0316'
 CF0316'REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2 IS
 CF0316'A U.S. GEOLOGICAL SURVEY BENCH MARK SET.
 CF0316
 CF0316                          STATION RECOVERY (1938)
 CF0316
 CF0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0316'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 CF0316'THERE ARE SOME SLIGHT CHANGES IN ROADS, THE FOLLOWING IS A
 CF0316'NEW DESCRIPTION.
 CF0316'
 CF0316'STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF RODEO, AND
 CF0316'ABOUT 4.0 MILES NORTH OF THE PORTAL RANGER STATION ON THE
 CF0316'SOUTH END AND HIGHEST POINT OF A NORTH-AND-SOUTH HOGBACK
 CF0316'RIDGE WHICH LIES ABOUT 2-1/2 MILES NORTH OF A SHARP PEAK
 CF0316'WHICH IS CONSIDERABLY HIGHER THAN STATION SITE.
 CF0316'
 CF0316'TO REACH FROM A POINT ON U.S. HIGHWAY 80, 3.0 MILES NORTH
 CF0316'OF RODEO AND ABOUT 44.0 MILES SOUTH OF LORDSBURG, TAKE GRADED
 CF0316'ROAD WEST AT SIGN PORTAL RANGER STATION, FOLLOW THIS ROAD
 CF0316'WEST AND NORTHWEST 6.0 MILES TO A FORK JUST BEYOND A CATTLE
 CF0316'GUARD WHERE THE MAIN ROAD SWINGS LEFT, HERE TAKE NARROWER
 CF0316'GRADED DIRT ROAD NORTHERLY 3.7 MILES TO A PLAIN TRACK ROAD
 CF0316'(LEFT), TAKE TRACK ROAD (LEFT) WEST 0.4 MILE TO CORRAL AND
 CF0316'WINDMILL IN DRAW, END OF TRUCK TRAVEL.  PACK WEST UP SLOPE
 CF0316'PAST AN OLD MINE DUMP TO HIGHEST POINT AND STATION, ABOUT
 CF0316'20-MINUTE PACK.
 CF0316'
 CF0316'NOTE--OLD MINE DUMP ON SLOPE OF HILL BELOW STATION CAN BE
 CF0316'SEEN WITH GLASSES FROM U.S. HIGHWAY 80 AND IS VISIBLE ALONG
 CF0316'MOST OF ROUTE FROM U.S. HIGHWAY 80 TO STATION.
 CF0316'
 CF0316'NOTE--DISTANCE TO REFERENCE MARK NO. 1 IN 1935 DESCRIPTION
 CF0316'WAS 8.21 METERS.  THIS MEASUREMENT WOULD NOT CHECK, WAS
 CF0316'PROBABLY A SLOPE DISTANCE AS MARK IS LOWER THAN STATION.
 CF0316'ROCKS PILED AROUND PLATFORM MADE IT IMPRACTICABLE TO CHECK
 CF0316'SLOPE MEASUREMENT.
 CF0316
 CF0316                          STATION RECOVERY (1942)
 CF0316
 CF0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 CF0316'ORIGINAL DESCRIPTION IS SOMEWHAT CHANGED.  DESCRIPTION BY F.G.J.
 CF0316'1938 IS SATISFACTORY.
 CF0316
 CF0316                          STATION RECOVERY (1968)
 CF0316
 CF0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CF0316'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CF0316'
 CF0316'THE DESCRIPTION IS COMPLETELY ADEQUATE.  WITH ASTRO EQUIPMENT
 CF0316'THE PACK WOULD TAKE ABOUT 45 MINUTES TO AN HOUR.
 CF0316'
 CF0316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 CF0316'NORTH OF RODEO NEW MEXICO
 CF0316
 CF0316                          STATION RECOVERY (1982)
 CF0316
 CF0316'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0316'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CF0316'1938.  THE A21MUTH MARK WAS NOT RECOVERED AND NO INFO. WAS TAKEN
 CF0316'CONCERNING THE MARK.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0316'
 CF0316'TO REACH THE STATION FROM THE POST OFFICE IN RODEO NEW MEXICO, TRAVEL
 CF0316'NORTH ALONG U.S. HIGHWAY 80 FOR 2.75 MILES TO PORTAL ROAD ON THE LEFT,
 CF0316'CONTINUE AHEAD FOR 0.8 MILE TO A FORK, BARE RIGHT ON PAVED ROAD AND
 CF0316'TRAVEL 5.65 MILES TO A BLADED ROAD RIGHT AT A CATTLE GUARD.  TURN
 CF0316'RIGHT AND TRAVEL NORTH FOR 3.5 MILES TO A BLADED ROAD RIGHT.  TURN
 CF0316'LEFT AND TRAVEL WEST ON TRACK ROAD FOR 0.4 MILE TO THE END OF TRUCK
 CF0316'TRAVEL.  PACK WEST UP HILL PASSING AN OLD MINE DUMP TO THE SADDLE THEN
 CF0316'PACK NORTHWEST ALONG THE RIDGE TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1095 ***********************************************************************
 ES1095  DESIGNATION -  ROUND
 ES1095  PID         -  ES1095
 ES1095  STATE/COUNTY-  AZ/GILA
 ES1095  USGS QUAD   -  OXBOW MOUNTAIN (1990)
 ES1095
 ES1095                         *CURRENT SURVEY CONTROL
 ES1095  ___________________________________________________________________
 ES1095* NAD 83(1992)-  34 10 47.70572(N)    110 53 13.30326(W)     ADJUSTED  
 ES1095* NAVD 88     -      2004.     (meters)    6575.     (feet)  SCALED    
 ES1095  ___________________________________________________________________
 ES1095  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 ES1095  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 ES1095  HORZ ORDER  -  FIRST
 ES1095
 ES1095.The horizontal coordinates were established by classical geodetic methods
 ES1095.and adjusted by the National Geodetic Survey in August 1993.
 ES1095
 ES1095.The orthometric height was scaled from a topographic map.
 ES1095
 ES1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1095
 ES1095.The geoid height was determined by GEOID03.
 ES1095
 ES1095;                    North         East     Units Scale Factor Converg.
 ES1095;SPC AZ E     -   352,843.630   146,956.137   MT  0.99995434   -0 24 17.0
 ES1095;SPC AZ E     - 1,157,623.46    482,139.56   iFT  0.99995434   -0 24 17.0
 ES1095;UTM  12      - 3,782,111.015   510,410.612   MT  0.99960134   +0 03 48.5
 ES1095
 ES1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1095!SPC AZ E     -   0.99968939  x   0.99995434  =   0.99964375
 ES1095!UTM  12      -   0.99968939  x   0.99960134  =   0.99929086
 ES1095
 ES1095|---------------------------------------------------------------------|
 ES1095| PID    Reference Object                     Distance      Geod. Az  |
 ES1095|                                                           dddmmss.s |
 ES1095| ES1094 ROUND MT                              1.450 METERS 02421     |
 ES1095| CD2629 ROUND RM 1                            7.955 METERS 04001     |
 ES1095| ES1088 CHEDISKI                            APPROX.20.6 KM 0885244.6 |
 ES1095| ES1091 SQUAW                               APPROX.19.9 KM 1990047.6 |
 ES1095| CD2630 ROUND RM 2                            7.988 METERS 32046     |
 ES1095|---------------------------------------------------------------------|
 ES1095
 ES1095                          SUPERSEDED SURVEY CONTROL
 ES1095
 ES1095  NAD 83(1986)-  34 10 47.69854(N)    110 53 13.30837(W) AD(       ) 1
 ES1095  NAD 27      -  34 10 47.54900(N)    110 53 10.85800(W) AD(       ) 1
 ES1095
 ES1095.Superseded values are not recommended for survey control.
 ES1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1095.See file dsdata.txt to determine how the superseded data were derived.
 ES1095
 ES1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1041182111(NAD 83)
 ES1095_MARKER: DS = TRIANGULATION STATION DISK
 ES1095_SETTING: 66 = SET IN ROCK OUTCROP
 ES1095_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1095+STABILITY: POSITION/ELEVATION WELL
 ES1095
 ES1095  HISTORY     - Date     Condition        Report By
 ES1095  HISTORY     - 1938     MONUMENTED       CGS
 ES1095  HISTORY     - 1960     GOOD             USGS
 ES1095  HISTORY     - 1968     GOOD             AMS
 ES1095  HISTORY     - 1984     GOOD             AZDT
 ES1095
 ES1095                          STATION DESCRIPTION
 ES1095
 ES1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1095'STATION IS ABOUT 7 MILES N BY E OF YOUNG, ABOUT 1-1/2 MILES N BY E
 ES1095'OF END OF TRUCK TRAVEL IN CHERRY CREEK, ON HIGHEST POINT OF A
 ES1095'MOUNTAIN LOCALLY KNOWN AND SHOWN ON FOREST SERVICE MAPS AS ROUND
 ES1095'MT., AND ABOUT 8 FEET FROM S EDGE OF RIMROCK.
 ES1095'
 ES1095'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 ES1095'OUTCROPPING BEDROCK.
 ES1095'
 ES1095'TO REACH FROM YOUNG POST OFFICE GO E, THEN N ON ROAD TO HEBER 4.5
 ES1095'MILES TO AN OVERHEAD BRIDGE ACROSS CHERRY CREEK.  TURN SHARP R
 ES1095'OFF HIGHWAY JUST BEFORE ARRIVING AT BRIDGE AND FOLLOW TRACK ROAD
 ES1095'THAT CUTS BACK UNDER BRIDGE (ABOUT 8 FEET CLEARANCE) 1.9 MILES UP
 ES1095'CREEK.  THIS ROAD WINDS IN AND OUT OF CREEK AND THRU RANCH
 ES1095'YARDS).  THIS IS END OF TRUCK TRAVEL.  FROM HERE PACK EASTWARD
 ES1095'CROSSING CREEK AND TOPPING RIDGE, THENCE CONTINUE E AND N
 ES1095'TILL OUT INTO A FLAT-TOPPED TIMBERED AND BRUSH-COVERED MESA.
 ES1095'FROM HERE STATION IS NORTHWARD AND VISIBLE ON RIM-ROCKED HILL.
 ES1095'PACK N AND W TO END OF RIDGE, THENCE UP RIDGE TO HIGHEST POINT
 ES1095'AND STATION.
 ES1095'
 ES1095'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN STATION.
 ES1095'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN STATION.  ROUND
 ES1095'MT. (U.S.F.S. MARK) IS ABOUT SAME ELEVATION AS STATION, AND IS SET
 ES1095'IN BEDROCK ABOUT 2 INCHES FROM EDGE OF A DEEP FISSURE WITH A
 ES1095'CRACK RUNNING BACK PAST MARK.
 ES1095'
 ES1095'A FOREST SERVICE LOOK-OUT TOWER ABOUT 100 FEET HIGH PAINTED WHITE
 ES1095'WITH A SMALL WHITE CABIN ON IS ABOUT 12 MILES E AND VISIBLE TO
 ES1095'EYE AND A GOOD AZIMUTH MARK.  NO AZIMUTH MARK WAS SET AT THIS
 ES1095'STATION.
 ES1095
 ES1095                          STATION RECOVERY (1960)
 ES1095
 ES1095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1095'RECOVERED IN GOOD CONDITION.
 ES1095
 ES1095                          STATION RECOVERY (1968)
 ES1095
 ES1095'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ES1095'MARK IS LOCATED APPROXIMATELY 7.2 AIRMILES (NE) OF YOUNG, ARIZONA.
 ES1095'25.9 AIRMILES (ESE) OF PAYSON, ARIZONA.
 ES1095'
 ES1095'TO REACH MARK FROM YOUNG PUBLIC SCHOOL IN YOUNG, ARIZONA, GO (E)
 ES1095'ON HWY 288 FOR 5.8 MILES TO DIRT ROAD JUNCTION JUST BEFORE BRIDGE
 ES1095'OVER CHERRY CREEK.  TURN LEFT (N) AND GO 3.05 MILES TO END OF DIRT
 ES1095'ROAD.  PACK (NE) ON WELL-USED COW TRAIL UP CANYON TO SADDLE.
 ES1095'FROM HERE GO (S) AND PROCEED UP RIDGELINE TO SOUTH END OF TOP OF
 ES1095'MOUNTAIN.  PROCEED TO HIGHEST POINT ON ROCK OUTCROP AND STATION
 ES1095'SITE (50 MIN. PACK).
 ES1095'
 ES1095'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN BEDROCK.
 ES1095'STAMPED ROUND 1938.
 ES1095'
 ES1095'R.M. 1 IS A USC AND GS BRONZE DISK SET IN BEDROCK.  STAMPED
 ES1095'ROUND NO 1.  IT IS LOCATED 8.02 M (NNE) OF MARK ON MAG. AZ. OF 24
 ES1095'DEG AND A DE OF -0.74 M.
 ES1095'
 ES1095'R.M. 2 IS A USC AND GS BRONZE DISK SET IN BEDROCK--STAMPED ROUND
 ES1095'NO 2.  IT IS LOCATED 7.98 M (NW) OF MARK ON MAG. AZ. OF 308 DEG
 ES1095'AND A DE OF -1.36 M.
 ES1095'
 ES1095'ROUND MT (USFS) RECOVERED IN GOOD CONDITION.  STAMPED ROUND MT
 ES1095'1926.  IT IS LOCATED 1.43 M (NNE) OF MARK ON MAG. AZ. 17 DEG
 ES1095'AND DE OF -0.15 M.
 ES1095'
 ES1095'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT IN ALL
 ES1095'DIRECTIONS EXCEPT IN MAG. AZ. AREA 315 DEG -45 DEG (HIGH BRUSH).
 ES1095
 ES1095                          STATION RECOVERY (1984)
 ES1095
 ES1095'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1095'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 ES1095'CONDITION.  NO DISTANCES OR OBSERVATIONS WERE OBSERVED AT THIS TIME.
 ES1095'A NEW ROUTE TO THE STATION FOLLOWS.
 ES1095'
 ES1095'TO REACH THE STATION FROM THE SCHOOL HOUSE IN YOUNG TRAVEL EAST AND
 ES1095'NORTH ALONG STATE ROUTE 288 FOR 5.8 MILES TO THE BRIDGE OVER CHERRY
 ES1095'CREEK.  TURN LEFT JUST BEFORE REACHING BRIDGE AND FOLLOW TRAIL ROAD UP
 ES1095'CHERRY CREEK FOR 1.2 MILES TO A FORK.  TAKE RIGHT FORK FOR 500 FEET TO
 ES1095'JUNCTION OF CHERRY CREEK AND NAEGELIN SPRING CANYON AND END OF TRUCK
 ES1095'TRAVEL.  THE STATION CAN BE SEEN ABOUT 1 MILE EAST NORTHEAST OF THIS
 ES1095'POINT.  PACK ACROSS CHERRY CREEK UP THE STEEP SLOPE TO HIGHEST POINT
 ES1095'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0271 ***********************************************************************
 GO0271  DESIGNATION -  ROUND
 GO0271  PID         -  GO0271
 GO0271  STATE/COUNTY-  AZ/APACHE
 GO0271  USGS QUAD   -  LITTLE ROUND ROCK (1968)
 GO0271
 GO0271                         *CURRENT SURVEY CONTROL
 GO0271  ___________________________________________________________________
 GO0271* NAD 83(2007)-  36 31 37.06189(N)    109 31 55.15589(W)     ADJUSTED  
 GO0271* NAVD 88     -      1707.5    (meters)    5602.     (feet)  GPS OBS   
 GO0271  ___________________________________________________________________
 GO0271  EPOCH DATE  -        2007.00
 GO0271  X           -  -1,716,053.889 (meters)                     COMP
 GO0271  Y           -  -4,837,402.145 (meters)                     COMP
 GO0271  Z           -   3,776,343.262 (meters)                     COMP
 GO0271  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 GO0271  ELLIP HEIGHT-        1686.957 (meters)          (02/10/07) ADJUSTED
 GO0271  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GO0271
 GO0271  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GO0271  Type    PID    Designation                      North   East  Ellip
 GO0271  -------------------------------------------------------------------
 GO0271  NETWORK GO0271 ROUND                             0.37   0.31   1.08
 GO0271  -------------------------------------------------------------------
 GO0271
 GO0271.The horizontal coordinates were established by GPS observations
 GO0271.and adjusted by the National Geodetic Survey in February 2007.
 GO0271
 GO0271.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GO0271.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GO0271.The horizontal coordinates are valid at the epoch date displayed above.
 GO0271.The epoch date for horizontal control is a decimal equivalence
 GO0271.of Year/Month/Day.
 GO0271
 GO0271.The orthometric height was determined by GPS observations and a
 GO0271.high-resolution geoid model.
 GO0271
 GO0271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0271
 GO0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0271
 GO0271.The ellipsoidal height was determined by GPS observations
 GO0271.and is referenced to NAD 83.
 GO0271
 GO0271.The geoid height was determined by GEOID03.
 GO0271
 GO0271;                    North         East     Units Scale Factor Converg.
 GO0271;SPC AZ E     -   613,168.129   270,196.521   MT  0.99993979   +0 22 40.0
 GO0271;SPC AZ E     - 2,011,706.46    886,471.53   iFT  0.99993979   +0 22 40.0
 GO0271;UTM  12      - 4,043,401.038   631,426.862   MT  0.99981281   +0 52 26.0
 GO0271
 GO0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0271!SPC AZ E     -   0.99973532  x   0.99993979  =   0.99967512
 GO0271!UTM  12      -   0.99973532  x   0.99981281  =   0.99954818
 GO0271
 GO0271:                Primary Azimuth Mark                     Grid Az
 GO0271:SPC AZ E     -  CARSON RESET                             283 40 24.7
 GO0271:UTM  12      -  CARSON RESET                             283 10 38.7
 GO0271
 GO0271|---------------------------------------------------------------------|
 GO0271| PID    Reference Object                     Distance      Geod. Az  |
 GO0271|                                                           dddmmss.s |
 GO0271| GO0243 CARSON RESET                        APPROX. 9.2 KM 2840304.7 |
 GO0271|---------------------------------------------------------------------|
 GO0271
 GO0271                          SUPERSEDED SURVEY CONTROL
 GO0271
 GO0271  NAD 83(1992)-  36 31 37.06140(N)    109 31 55.15518(W) AD(       ) A
 GO0271  ELLIP H (09/30/99) 1686.971  (m)                       GP(       ) 3 1
 GO0271  NAD 83(1992)-  36 31 37.07280(N)    109 31 55.15461(W) AD(       ) 3
 GO0271  NAD 83(1986)-  36 31 37.07221(N)    109 31 55.15334(W) AD(       ) 3
 GO0271  NGVD 29 (08/22/88) 1706.3    (m)         5598.     (f) VERT ANG    3  
 GO0271
 GO0271.Superseded values are not recommended for survey control.
 GO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0271.See file dsdata.txt to determine how the superseded data were derived.
 GO0271
 GO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3142743401(NAD 83)
 GO0271_MARKER: DB = BENCH MARK DISK
 GO0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0271_STAMPING: ROUND 1949
 GO0271_MARK LOGO: USGS  
 GO0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0271+STABILITY: SURFACE MOTION
 GO0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0271+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 GO0271
 GO0271  HISTORY     - Date     Condition        Report By
 GO0271  HISTORY     - 1949     MONUMENTED       USGS
 GO0271  HISTORY     - 19990126 GOOD             NAVNAT
 GO0271  HISTORY     - 19990316 GOOD             NAVNAT
 GO0271
 GO0271                          STATION DESCRIPTION
 GO0271
 GO0271'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0271'LOCATED ABOUT 2.5 MI NW. OF ROUND ROCK TRADING POST, 2 MI NE. OF
 GO0271'ROUND ROCK, 1.0 MI SW. OF MAIN RD., 0.8 MI E. OF KNIFE-EDGED
 GO0271'LARGE ROCK.  ON SOUTHEAST EDGE OF MESA.
 GO0271'
 GO0271'TO REACH FROM ROUND ROCK TRADING POST, DRIVE 4.4 MI NW. ALONG
 GO0271'ROCK POINT RD. TO TOP OF MESA.  TURN LEFT 1.7 MI S. ALONG DIM RD.
 GO0271'NEAR SOUTHEAST EDGE OF MESA TO STATION ON POINT 20 FT N. OF EDGE.
 GO0271'
 GO0271'STATION MARK--STANDARD TABLET STAMPED---ROUND 1949---, IN CONCRETE
 GO0271'POST PROJECTING 0.5 FT ABOVE GROUND.
 GO0271'
 GO0271'RM 1--STANDARD RM TABLET STAMPED---NO 1---, IN CONCRETE POST
 GO0271'PROJECTING 0.5 FT ABOVE GROUND.
 GO0271'
 GO0271'RM 2--STANDARD RM TABLET STAMPED---NO 2---, IN CONCRETE POST
 GO0271'PROJECTING 0.6 FT ABOVE GROUND.
 GO0271
 GO0271                          STATION RECOVERY (1999)
 GO0271
 GO0271'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 GO0271'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF ROUND ROCK
 GO0271'TRADING POST, AT THE EAST EDGE OF TOP OF MESA.  OWNERSHIP--NAVAJO
 GO0271'TRIBAL TRUST LAND.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 GO0271'HIGHWAY 191 AND INDIAN ROUTE N12, GO NORTHWEST FOR 4.6 MI (7.4 KM) ON
 GO0271'HIGHWAY 191 TO A T-INTERSECTION AT TOP OF MESA.  TURN LEFT, SOUTH,
 GO0271'CROSSING CATTLE GUARD, THEN TURN IMMEDIATELY EAST ON TRACK ROAD ALONG
 GO0271'FENCE LINE, FOR 40 FT (12.2 M) TO A FORK.  TURN RIGHT AND GO SOUTHEAST
 GO0271'FOR 0.6 MI (1.0 KM) TO A FORK.  TURN LEFT AND GO SOUTHEAST FOR 1.0 MI
 GO0271'(1.6 KM) TO A FORK.  TURN LEFT AND GO SOUTHEAST ON THE ROAD ON EDGE OF
 GO0271'MESA FOR 1.8 MI (2.9 KM) TO THE STATION, BETWEEN TRACK ROAD AND MESA,
 GO0271'ABOUT 25 FT (7.6 M) EAST OF THE CENTER OF TRACK ROAD.  THE STATION
 GO0271'PROJECTS 25 CM ABOVE GROUND.
 GO0271
 GO0271                          STATION RECOVERY (1999)
 GO0271
 GO0271'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 GO0271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1003 ***********************************************************************
 ET1003  DESIGNATION -  ROUND HILL
 ET1003  PID         -  ET1003
 ET1003  STATE/COUNTY-  AZ/YAVAPAI
 ET1003  USGS QUAD   -  INDIAN PEAK (1986)
 ET1003
 ET1003                         *CURRENT SURVEY CONTROL
 ET1003  ___________________________________________________________________
 ET1003* NAD 83(1992)-  34 52 41.70437(N)    112 50 59.39274(W)     ADJUSTED  
 ET1003* NAVD 88     -      1799.     (meters)    5902.     (feet)  SCALED    
 ET1003  ___________________________________________________________________
 ET1003  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 ET1003  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ET1003  HORZ ORDER  -  THIRD
 ET1003
 ET1003.The horizontal coordinates were established by classical geodetic methods
 ET1003.and adjusted by the National Geodetic Survey in August 1993.
 ET1003
 ET1003.The orthometric height was scaled from a topographic map.
 ET1003
 ET1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1003
 ET1003.The geoid height was determined by GEOID03.
 ET1003
 ET1003;                    North         East     Units Scale Factor Converg.
 ET1003;SPC AZ C     -   430,466.084   128,054.337   MT  0.99998966   -0 32 01.1
 ET1003;SPC AZ C     - 1,412,290.30    420,125.78   iFT  0.99998966   -0 32 01.1
 ET1003;UTM  12      - 3,861,102.641   330,939.941   MT  0.99995227   -1 03 29.0
 ET1003
 ET1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1003!SPC AZ C     -   0.99972183  x   0.99998966  =   0.99971150
 ET1003!UTM  12      -   0.99972183  x   0.99995227  =   0.99967412
 ET1003
 ET1003                          SUPERSEDED SURVEY CONTROL
 ET1003
 ET1003  NAD 83(1986)-  34 52 41.71198(N)    112 50 59.38781(W) AD(       ) 3
 ET1003  NAD 27      -  34 52 41.62500(N)    112 50 56.76400(W) AD(       ) 3
 ET1003
 ET1003.Superseded values are not recommended for survey control.
 ET1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1003.See file dsdata.txt to determine how the superseded data were derived.
 ET1003
 ET1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3094061103(NAD 83)
 ET1003_MARKER: DD = SURVEY DISK
 ET1003_SETTING: 80 = SET IN A BOULDER
 ET1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1003+STABILITY: SURFACE MOTION
 ET1003
 ET1003  HISTORY     - Date     Condition        Report By
 ET1003  HISTORY     - 1935     MONUMENTED       USFS
 ET1003
 ET1003                          STATION DESCRIPTION
 ET1003
 ET1003'DESCRIBED BY US FOREST SERVICE 1935
 ET1003'STATION IS ON A VERY PROMINENT BROWN, BALD, ROUND HILL SOMEWHAT
 ET1003'RESEMBLING A LARGE SUGAR LOAF, 3 MILES (AIR LINE) S OF WALNUT
 ET1003'CREEK RANGER STATION.
 ET1003'
 ET1003'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN LARGE BOULDER,
 ET1003'STAMPED ROUND HILL, 1935.
 ET1003'
 ET1003'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-SELIGMAN
 ET1003'ROAD NORTHWARDLY APPROXIMATELY 37 MILES TO INTERSECTION WITH
 ET1003'WALNUT CREEK RANGER STATION ROAD, THENCE TAKE THE LATTER ROAD
 ET1003'WESTWARDLY 1.8 MILES TO WALNUT CREEK RANGER STATION.  THENCE
 ET1003'TAKE CAMP WOOD ROAD SOUTHERLY APPROXIMATELY 3.2 MILES TO TOP
 ET1003'OF A HILL.  ABOUT 1 MILE CLIMB WESTWARDLY FROM HERE TO TOP
 ET1003'OF ROUND HILL AND STATION.
 ET1003'
 ET1003'SIGNAL--FLUTTER FLAGS ON 8-FOOT POLE SUPPORTED BY 6-FOOT ROCK
 ET1003'CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1094 ***********************************************************************
 ES1094  DESIGNATION -  ROUND MT
 ES1094  PID         -  ES1094
 ES1094  STATE/COUNTY-  AZ/GILA
 ES1094  USGS QUAD   -  OXBOW MOUNTAIN (1990)
 ES1094
 ES1094                         *CURRENT SURVEY CONTROL
 ES1094  ___________________________________________________________________
 ES1094* NAD 83(1992)-  34 10 47.74859(N)    110 53 13.27992(W)     ADJUSTED  
 ES1094* NAVD 88     -      2004.     (meters)    6575.     (feet)  SCALED    
 ES1094  ___________________________________________________________________
 ES1094  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 ES1094  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 ES1094  HORZ ORDER  -  SECOND
 ES1094
 ES1094.The horizontal coordinates were established by classical geodetic methods
 ES1094.and adjusted by the National Geodetic Survey in August 1993.
 ES1094
 ES1094.The orthometric height was scaled from a topographic map.
 ES1094
 ES1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1094
 ES1094.The geoid height was determined by GEOID03.
 ES1094
 ES1094;                    North         East     Units Scale Factor Converg.
 ES1094;SPC AZ E     -   352,844.947   146,956.744   MT  0.99995434   -0 24 16.9
 ES1094;SPC AZ E     - 1,157,627.78    482,141.55   iFT  0.99995434   -0 24 16.9
 ES1094;UTM  12      - 3,782,112.336   510,411.208   MT  0.99960134   +0 03 48.5
 ES1094
 ES1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1094!SPC AZ E     -   0.99968939  x   0.99995434  =   0.99964375
 ES1094!UTM  12      -   0.99968939  x   0.99960134  =   0.99929086
 ES1094
 ES1094                          SUPERSEDED SURVEY CONTROL
 ES1094
 ES1094  NAD 83(1986)-  34 10 47.74149(N)    110 53 13.28523(W) AD(       ) 2
 ES1094  NAD 27      -  34 10 47.59200(N)    110 53 10.83500(W) AD(       ) 2
 ES1094
 ES1094.Superseded values are not recommended for survey control.
 ES1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1094.See file dsdata.txt to determine how the superseded data were derived.
 ES1094
 ES1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1041182112(NAD 83)
 ES1094_MARKER: DD = SURVEY DISK
 ES1094_SETTING: 66 = SET IN ROCK OUTCROP
 ES1094_SP_SET: SET IN BEDROCK
 ES1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1094+STABILITY: POSITION/ELEVATION WELL
 ES1094
 ES1094  HISTORY     - Date     Condition        Report By
 ES1094  HISTORY     - 1938     MONUMENTED       USFS
 ES1094
 ES1094                          STATION DESCRIPTION
 ES1094
 ES1094'DESCRIBED BY US FOREST SERVICE 1938
 ES1094'TO REACH FROM YOUNG POST OFFICE GO E, THEN N ON ROAD TO HEBER 4.5
 ES1094'MILES TO AN OVERHEAD BRIDGE ACROSS CHERRY CREEK.  TURN SHARP R
 ES1094'OFF HIGHWAY JUST BEFORE ARRIVING AT BRIDGE AND FOLLOW TRACK ROAD
 ES1094'THAT CUTS BACK UNDER BRIDGE (ABOUT 8 FEET CLEARANCE) 1.9 MILES UP
 ES1094'CREEK.  THIS ROAD WINDS IN AND OUT OF CREEK AND THRU RANCH
 ES1094'YARDS).  THIS IS END OF TRUCK TRAVEL.  FROM HERE PACK EASTWARD
 ES1094'CROSSING CREEK AND TOPPING RIDGE, THENCE CONTINUE E AND N
 ES1094'TILL OUT INTO A FLAT-TOPPED TIMBERED AND BRUSH-COVERED MESA.
 ES1094'FROM HERE STATION IS NORTHWARD AND VISIBLE ON RIM-ROCKED HILL.
 ES1094'PACK N AND W TO END OF RIDGE, THENCE UP RIDGE TO HIGHEST POINT
 ES1094'AND STATION.
 ES1094'
 ES1094'A FOREST SERVICE LOOK-OUT TOWER ABOUT 100 FEET HIGH PAINTED WHITE
 ES1094'WITH A SMALL WHITE CABIN ON IS ABOUT 12 MILES E AND VISIBLE TO
 ES1094'EYE AND A GOOD AZIMUTH MARK.  NO AZIMUTH MARK WAS SET AT THIS
 ES1094'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1042 ***********************************************************************
 FR1042  DESIGNATION -  ROUND MTN
 FR1042  PID         -  FR1042
 FR1042  STATE/COUNTY-  AZ/COCONINO
 FR1042  USGS QUAD   -  WHITE HORSE LAKE (1989)
 FR1042
 FR1042                         *CURRENT SURVEY CONTROL
 FR1042  ___________________________________________________________________
 FR1042* NAD 83(1992)-  35 04 08.00959(N)    112 05 08.93629(W)     ADJUSTED  
 FR1042* NAVD 88     -      2199.8    (meters)    7217.     (feet)  VERTCON   
 FR1042  ___________________________________________________________________
 FR1042  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 FR1042  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FR1042  HORZ ORDER  -  THIRD
 FR1042
 FR1042.The horizontal coordinates were established by classical geodetic methods
 FR1042.and adjusted by the National Geodetic Survey in August 1993.
 FR1042
 FR1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR1042
 FR1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR1042
 FR1042.The geoid height was determined by GEOID03.
 FR1042
 FR1042;                    North         East     Units Scale Factor Converg.
 FR1042;SPC AZ C     -   451,229.448   197,933.188   MT  0.99990293   -0 05 49.9
 FR1042;SPC AZ C     - 1,480,411.57    649,387.10   iFT  0.99990293   -0 05 49.9
 FR1042;UTM  12      - 3,881,221.947   400,998.611   MT  0.99972079   -0 37 26.1
 FR1042
 FR1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR1042!SPC AZ C     -   0.99965860  x   0.99990293  =   0.99956157
 FR1042!UTM  12      -   0.99965860  x   0.99972079  =   0.99937949
 FR1042
 FR1042|---------------------------------------------------------------------|
 FR1042| PID    Reference Object                     Distance      Geod. Az  |
 FR1042|                                                           dddmmss.s |
 FR1042| CS3997 ROUND MTN RM 1                       18.044 METERS 04903     |
 FR1042| CS3998 ROUND MTN RM 2                       18.355 METERS 17659     |
 FR1042| ET1121 HENDERSON                           APPROX.11.5 KM 1855456.0 |
 FR1042|---------------------------------------------------------------------|
 FR1042
 FR1042                          SUPERSEDED SURVEY CONTROL
 FR1042
 FR1042  NAD 83(1986)-  35 04 08.00705(N)    112 05 08.93433(W) AD(       ) 3
 FR1042  NGVD 29 (04/23/90) 2198.8    (m)         7214.     (f) VERT ANG    3  
 FR1042
 FR1042.Superseded values are not recommended for survey control.
 FR1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1042.See file dsdata.txt to determine how the superseded data were derived.
 FR1042
 FR1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0099981222(NAD 83)
 FR1042_MARKER: DS = TRIANGULATION STATION DISK
 FR1042_SETTING: 0 = UNSPECIFIED SETTING
 FR1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1042
 FR1042  HISTORY     - Date     Condition        Report By
 FR1042  HISTORY     - 1959     MONUMENTED       USGS
 FR1042  HISTORY     - 1962     GOOD             USGS
 FR1042
 FR1042                          STATION DESCRIPTION
 FR1042
 FR1042'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FR1042'LOCATED ABOUT 13 MI S. OF WILLIAMS, 5 MI SW. OF WHITEHORSE LAKE.
 FR1042'ON TOP OF ROCKY TIMBERED HILL KNOWN LOCALLY AS ROUND MTN.
 FR1042'
 FR1042'TO REACH FROM WILLIAMS POST OFFICE, DRIVE W. TO 4TH STREET.  TURN
 FR1042'LEFT (S.) ACROSS BILL WILLIAMS AVE. 8.3 MI S. ON PERKINSVILLE RD.
 FR1042'TO END OF OIL, CONTINUE S. 7.1 MI TO T-RD. W., CONTINUE S. ON
 FR1042'GRAVEL RD. 0.3 MI TO Y-RD. SE.  TURN LEFT 1.8 MI SE. TO Y-RD.
 FR1042'NE.  TURN LEFT 3.5 MI NE. TO Y-RD. S.  TURN RIGHT 0.8 MI S. TO
 FR1042'TOP OF HILL AND STATION.
 FR1042'
 FR1042'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, IN CONCRETE
 FR1042'JUST BELOW GROUND SURFACE CENTERED UNDER STEEL LOT.
 FR1042'
 FR1042'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN DRILL
 FR1042'HOLE IN LARGE ROCK.
 FR1042'
 FR1042'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN DRILL
 FR1042'HOLE IN LARGE ROCK.
 FR1042
 FR1042                          STATION RECOVERY (1962)
 FR1042
 FR1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FR1042'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1934 ***********************************************************************
 DU1934  DESIGNATION -  ROUND TOP LOOKOUT TOWER
 DU1934  PID         -  DU1934
 DU1934  STATE/COUNTY-  AZ/GILA
 DU1934  USGS QUAD   -  ROUND TOP MTN (1978)
 DU1934
 DU1934                         *CURRENT SURVEY CONTROL
 DU1934  ___________________________________________________________________
 DU1934* NAD 83(1992)-  33 56 00.91780(N)    110 00 36.81515(W)     ADJUSTED  
 DU1934* NAVD 88     -      2194.     (meters)    7198.     (feet)  SCALED    
 DU1934  ___________________________________________________________________
 DU1934  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 DU1934  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 DU1934  HORZ ORDER  -  THIRD
 DU1934
 DU1934.The horizontal coordinates were established by classical geodetic methods
 DU1934.and adjusted by the National Geodetic Survey in August 1993.
 DU1934
 DU1934.The orthometric height was scaled from a topographic map.
 DU1934
 DU1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1934
 DU1934.The geoid height was determined by GEOID03.
 DU1934
 DU1934;                    North         East     Units Scale Factor Converg.
 DU1934;SPC AZ E     -   325,299.102   227,822.496   MT  0.99990258   +0 05 14.4
 DU1934;SPC AZ E     - 1,067,254.27    747,449.13   iFT  0.99990258   +0 05 14.4
 DU1934;UTM  12      - 3,755,233.512   591,476.243   MT  0.99970315   +0 33 09.2
 DU1934
 DU1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1934!SPC AZ E     -   0.99965950  x   0.99990258  =   0.99956211
 DU1934!UTM  12      -   0.99965950  x   0.99970315  =   0.99936275
 DU1934
 DU1934                          SUPERSEDED SURVEY CONTROL
 DU1934
 DU1934  NAD 83(1986)-  33 56 00.91514(N)    110 00 36.81917(W) AD(       ) 4
 DU1934  NAD 27      -  33 56 00.74200(N)    110 00 34.44700(W) AD(       ) 3
 DU1934
 DU1934.Superseded values are not recommended for survey control.
 DU1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1934.See file dsdata.txt to determine how the superseded data were derived.
 DU1934
 DU1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9147655234(NAD 83)
 DU1934_MARKER: 57 = LOOKOUT TOWER
 DU1934
 DU1934  HISTORY     - Date     Condition        Report By
 DU1934  HISTORY     - 1958     FIRST OBSERVED   CGS
 DU1934
 DU1934                          STATION DESCRIPTION
 DU1934
 DU1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DU1934'TO REACH THE STATION FROM THE POST OFFICE IN PINETOP, GO SOUTH ON
 DU1934'STATE HIGHWAY NO. 173 FOR 4.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 DU1934'NO. 73 AT INDIAN PINE, TURN RIGHT AND CONTINUE SOUTHERLY ON STATE
 DU1934'HIGHWAY NO. 73 FOR 10.2 MILES TO A SIDE ROAD ON THE RIGHT JUST
 DU1934'AFTER CROSSING A SMALL WOODEN BRIDGE AND JUST BEFORE REACHING A
 DU1934'INDIAN RESIDENCE, TURN RIGHT ON THE BLADED ROAD AND GO WESTERLY
 DU1934'FOR 6.3 MILES TO ROUNDTOP AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DU1934'CONTINUE WESTERLY ON THE BLADED ROAD FOR 1.3 MILES TO THE END
 DU1934'OF THE ROAD AT A CABIN, FROM HERE PACK UP WELL DEFINED TRAIL
 DU1934'FOR ABOUT 30 MINUTES TO THE LOOKOUT TOWER AS DESCRIBED.
 DU1934'
 DU1934'ROUND TOP LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH THE
 DU1934'WINDOWS BROKEN OUT IN THE TOP, COLORED GRAY AND IS 30 FEET IN
 DU1934'OVERALL HEIGHT.  THE CENTER OF THE TOWER AT GROUND LEVEL WAS THE
 DU1934'POINT INTERSECTED.  THE LOOKOUT TOWER HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1272 ***********************************************************************
 DB1272  DESIGNATION -  ROUND TOP PEAK CAIRN
 DB1272  PID         -  DB1272
 DB1272  STATE/COUNTY-  AZ/YUMA
 DB1272  USGS QUAD   -  MIDDLE MOUNTAINS SOUTH (1986)
 DB1272
 DB1272                         *CURRENT SURVEY CONTROL
 DB1272  ___________________________________________________________________
 DB1272* NAD 83(1992)-  32 58 57.33786(N)    114 19 59.84088(W)     ADJUSTED  
 DB1272* NAVD 88     -              **(meters)            **(feet)            
 DB1272  ___________________________________________________________________
 DB1272  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 DB1272  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DB1272  HORZ ORDER  -  THIRD
 DB1272
 DB1272.The horizontal coordinates were established by classical geodetic methods
 DB1272.and adjusted by the National Geodetic Survey in August 1993.
 DB1272
 DB1272
 DB1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1272
 DB1272.The geoid height was determined by GEOID03.
 DB1272
 DB1272;                    North         East     Units Scale Factor Converg.
 DB1272;SPC AZ W     -   219,979.718   158,842.303   MT  0.99996997   -0 19 03.1
 DB1272;SPC AZ W     -   721,718.23    521,136.16   iFT  0.99996997   -0 19 03.1
 DB1272;UTM  11      - 3,652,515.687   749,198.849   MT  1.00036576   +1 27 08.9
 DB1272
 DB1272                          SUPERSEDED SURVEY CONTROL
 DB1272
 DB1272  NAD 83(1986)-  32 58 57.33917(N)    114 19 59.84667(W) AD(       ) 4
 DB1272  NAD 27      -  32 58 57.19500(N)    114 19 57.03900(W) AD(       ) 3
 DB1272
 DB1272.Superseded values are not recommended for survey control.
 DB1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1272.See file dsdata.txt to determine how the superseded data were derived.
 DB1272
 DB1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4919952516(NAD 83)
 DB1272_MARKER: 72 = CAIRN
 DB1272
 DB1272  HISTORY     - Date     Condition        Report By
 DB1272  HISTORY     - 1949     FIRST OBSERVED   CGS
 DB1272
 DB1272                          STATION DESCRIPTION
 DB1272
 DB1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1272'STATION IS THE TOP AND CENTER OF THE ROUND-TOPPED PEAK LOCATED
 DB1272'ABOUT 13 MILES NORTH OF DOME.  THE PEAK IS THE HIGHEST POINT
 DB1272'IN THE NEAR VICINITY AND IS ON AN EAST-WEST RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1935 ***********************************************************************
 DU1935  DESIGNATION -  ROUNDTOP
 DU1935  PID         -  DU1935
 DU1935  STATE/COUNTY-  AZ/GILA
 DU1935  USGS QUAD   -  ROUND TOP MTN (1978)
 DU1935
 DU1935                         *CURRENT SURVEY CONTROL
 DU1935  ___________________________________________________________________
 DU1935* NAD 83(1992)-  33 56 01.01969(N)    110 00 36.72575(W)     ADJUSTED  
 DU1935* NAVD 88     -      2193.5    (meters)    7197.     (feet)  VERTCON   
 DU1935  ___________________________________________________________________
 DU1935  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 DU1935  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 DU1935  HORZ ORDER  -  SECOND
 DU1935
 DU1935.The horizontal coordinates were established by classical geodetic methods
 DU1935.and adjusted by the National Geodetic Survey in August 1993.
 DU1935
 DU1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1935
 DU1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1935
 DU1935.The geoid height was determined by GEOID03.
 DU1935
 DU1935;                    North         East     Units Scale Factor Converg.
 DU1935;SPC AZ E     -   325,302.244   227,824.787   MT  0.99990258   +0 05 14.4
 DU1935;SPC AZ E     - 1,067,264.58    747,456.65   iFT  0.99990258   +0 05 14.4
 DU1935;UTM  12      - 3,755,236.672   591,478.507   MT  0.99970316   +0 33 09.3
 DU1935
 DU1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1935!SPC AZ E     -   0.99965954  x   0.99990258  =   0.99956216
 DU1935!UTM  12      -   0.99965954  x   0.99970316  =   0.99936280
 DU1935
 DU1935:                Primary Azimuth Mark                     Grid Az
 DU1935:SPC AZ E     -  ROUNDTOP AZ MK                           032 06 15.3
 DU1935:UTM  12      -  ROUNDTOP AZ MK                           031 38 20.4
 DU1935
 DU1935|---------------------------------------------------------------------|
 DU1935| PID    Reference Object                     Distance      Geod. Az  |
 DU1935|                                                           dddmmss.s |
 DU1935| CD2631 ROUNDTOP AZ MK                                     0321129.7 |
 DU1935| CD2632 ROUNDTOP RM 1                        15.550 METERS 06047     |
 DU1935| DU1934 ROUND TOP LOOKOUT TOWER               3.889 METERS 21611     |
 DU1935| CD2633 ROUNDTOP RM 2                         4.831 METERS 24504     |
 DU1935|---------------------------------------------------------------------|
 DU1935
 DU1935                          SUPERSEDED SURVEY CONTROL
 DU1935
 DU1935  NAD 83(1986)-  33 56 01.01658(N)    110 00 36.73017(W) AD(       ) 2
 DU1935  NAD 27      -  33 56 00.84330(N)    110 00 34.35820(W) AD(       ) 2
 DU1935  NGVD 29 (07/19/86) 2192.7    (m)         7194.     (f) VERT ANG    3  
 DU1935
 DU1935.Superseded values are not recommended for survey control.
 DU1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1935.See file dsdata.txt to determine how the superseded data were derived.
 DU1935
 DU1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9147955237(NAD 83)
 DU1935_MARKER: DS = TRIANGULATION STATION DISK
 DU1935_SETTING: 80 = SET IN A BOULDER
 DU1935_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1935
 DU1935  HISTORY     - Date     Condition        Report By
 DU1935  HISTORY     - 1958     MONUMENTED       CGS
 DU1935  HISTORY     - 1960     GOOD             USGS
 DU1935  HISTORY     - 1967     GOOD             AMS
 DU1935
 DU1935                          STATION DESCRIPTION
 DU1935
 DU1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1935'THE STATION IS LOCATED ON THE SUMMIT OF ROUND TOP MOUNTAIN, ABOUT
 DU1935'13 MILES SOUTH WEST OF MC NARY, ABOUT 7.5 MILES NORTH-NORTHWEST
 DU1935'OF WHITERIVER, ABOUT 0.6 MILE WEST OF THE NAVAJO-GILA COUNTY LINE
 DU1935'AND 13 FEET NORTH-NORTHEAST OF THE CENTER OF THE LOOKOUT TOWER.
 DU1935'THE MARK PROJECTS 6 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 DU1935'STAMPED ROUNDTOP 1958.
 DU1935'
 DU1935'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN THE STATION.
 DU1935'THE MARK PROJECTS 2 FEET ABOVE THE SURROUNDING SURFACE AND IS
 DU1935'STAMPED ROUNDTOP NO 1 1958.
 DU1935'
 DU1935'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 DU1935'FOOTING OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK
 DU1935'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 DU1935'ROUNDTOP NO 2 1958.
 DU1935'
 DU1935'AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF THE BLADED ROAD,
 DU1935'2 FEET NORTH OF A 36-INCH TREE AND 2 FEET EAST OF A WITNESS POST.
 DU1935'THE MARK PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 DU1935'STAMPED ROUNDTOP 1958.
 DU1935'
 DU1935'ROUND TOP LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH THE
 DU1935'WINDOWS BROKEN OUT IN THE TOP, COLORED GRAY AND IS 30 FEET IN
 DU1935'OVERALL HEIGHT.  THE CENTER OF THE TOWER AT GROUND LEVEL WAS THE
 DU1935'POINT INTERSECTED.  THE LOOKOUT TOWER HAS BEEN ABANDONED.
 DU1935'
 DU1935'TO REACH THE STATION FROM THE POST OFFICE IN PINETOP, GO SOUTH ON
 DU1935'STATE HIGHWAY NO. 173 FOR 4.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 DU1935'NO. 73 AT INDIAN PINE, TURN RIGHT AND CONTINUE SOUTHERLY ON STATE
 DU1935'HIGHWAY NO. 73 FOR 10.2 MILES TO A SIDE ROAD ON THE RIGHT JUST
 DU1935'AFTER CROSSING A SMALL WOODEN BRIDGE AND JUST BEFORE REACHING A
 DU1935'INDIAN RESIDENCE, TURN RIGHT ON THE BLADED ROAD AND GO WESTERLY
 DU1935'FOR 6.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DU1935'CONTINUE WESTERLY ON THE BLADED ROAD FOR 1.3 MILES TO THE END
 DU1935'OF THE ROAD AT A CABIN, FROM HERE PACK UP WELL DEFINED TRAIL
 DU1935'FOR ABOUT 30 MINUTES TO THE LOOKOUT TOWER AND THE STATION AS
 DU1935'DESCRIBED.
 DU1935
 DU1935                          STATION RECOVERY (1960)
 DU1935
 DU1935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DU1935'RECOVERED IN GOOD CONDITION.
 DU1935'
 DU1935'REACHED BY HELICOPTER.
 DU1935
 DU1935                          STATION RECOVERY (1967)
 DU1935
 DU1935'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1935'STATION ROUNDTOP IS LOCATED APPROXIMATELY 7.0 AIRMILES (NW) OF
 DU1935'WHITERIVER, ARIZONA AND 24.0 AIRMILES (NE) OF SALT RIVER BRIDGE
 DU1935'ON U.S. HWY 60.
 DU1935'
 DU1935'TO REACH FROM WHITERIVER P.O. (WHITERIVER, ARIZONA) GO (N) ON STATE
 DU1935'HWY 73 FOR 8.1 MI TO SIDE ROAD ON LEFT JUST BEFORE CROSSING A
 DU1935'CONCRETE BRIDGE, TURN LEFT (N) AND AFTER CROSSING CATTLE GUARD
 DU1935'CONTINUE ON DIRT ROAD FOR 6.3 MI TO AZIMUTH MARK ON LEFT SIDE OF
 DU1935'ROAD, CONTINUE 1.3 MI TO END OF ROAD AND TRAIL ON RIGHT (N).
 DU1935'PACK UP WELL DEFINED TRAIL FOR ABOUT 25 MINUTES TO STATION.  THE
 DU1935'STATION IS LOCATED AT THE SUMMIT OF A MOUNTAIN KNOWN
 DU1935'LOCALLY AS ROUNDTOP MOUNTAIN.
 DU1935'
 DU1935'THE STATION IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU1935'AND STAMPED ROUNDTOP 1958.  IT IS LOCATED NEAR THE FOUNDATION OF
 DU1935'AN ABANDONED LOOKOUT TOWER AND PROJECTS 6 INCHES ABOVE THE SURFACE
 DU1935'OF THE GROUND.
 DU1935'
 DU1935'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN ROCK
 DU1935'PROJECTING 2 IN AND STAMPED ROUNDTOP 1958.  IT IS LOCATED 5.8 M (E)
 DU1935'OF CENTERLINE ROAD.
 DU1935'
 DU1935'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK CEMENTED IN ROCK
 DU1935'PROJECTING 2.0 FT AND STAMPED ROUNDTOP NO 1 1958.  FROM THE STATION
 DU1935'IT IS (NE) ON A MAG AZ OF 60 DEG AT A DISTANCE OF 15.66 M AND A
 DU1935'DE OF -3.3 M.
 DU1935'
 DU1935'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK CEMENTED IN CONCRETE
 DU1935'FOOTER OF OLD FIRE TOWER WHICH PROJECTS 1 FT AND STAMPED ROUNDTOP
 DU1935'NO 2 1958.  FROM THE STATION IT IS (SW) ON A MAG AZ OF 244 DEG AT
 DU1935'A DISTANCE OF 4.85 M AND A DE OF +0.13 M
 DU1935'
 DU1935'CONDITION OF ALL MARKS IS EXCELLENT.
 DU1935'
 DU1935'LINE OF SIGHT IS OBSTRUCTED IN ALL DIRECTIONS FROM TRIPOD AT
 DU1935'HEIGHT OF 1.25M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5793 ***********************************************************************
 DH5793  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5793  DESIGNATION -  ROUTE 78
 DH5793  PID         -  DH5793
 DH5793  STATE/COUNTY-  AZ/YAVAPAI
 DH5793  USGS QUAD   -  LAKE MONTEZUMA (1969)
 DH5793
 DH5793                         *CURRENT SURVEY CONTROL
 DH5793  ___________________________________________________________________
 DH5793* NAD 83(2007)-  34 44 12.96802(N)    111 47 25.40687(W)     ADJUSTED  
 DH5793* NAVD 88     -      1210.94   (meters)    3972.9    (feet)  GPS OBS   
 DH5793  ___________________________________________________________________
 DH5793  EPOCH DATE  -        2007.00
 DH5793  X           -  -1,948,152.940 (meters)                     COMP
 DH5793  Y           -  -4,873,099.897 (meters)                     COMP
 DH5793  Z           -   3,614,598.238 (meters)                     COMP
 DH5793  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 DH5793  ELLIP HEIGHT-        1185.857 (meters)          (02/10/07) ADJUSTED
 DH5793  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 DH5793
 DH5793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5793  Type    PID    Designation                      North   East  Ellip
 DH5793  -------------------------------------------------------------------
 DH5793  NETWORK DH5793 ROUTE 78                          0.84   0.80   2.74
 DH5793  -------------------------------------------------------------------
 DH5793
 DH5793.The horizontal coordinates were established by GPS observations
 DH5793.and adjusted by the National Geodetic Survey in February 2007.
 DH5793
 DH5793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5793.The horizontal coordinates are valid at the epoch date displayed above.
 DH5793.The epoch date for horizontal control is a decimal equivalence
 DH5793.of Year/Month/Day.
 DH5793
 DH5793.The orthometric height was determined by GPS observations and a
 DH5793.high-resolution geoid model.
 DH5793.The orthometric height was determined by GPS observations and a
 DH5793.high-resolution geoid model using precise GPS observation and
 DH5793.processing techniques.
 DH5793
 DH5793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5793
 DH5793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5793
 DH5793.The ellipsoidal height was determined by GPS observations
 DH5793.and is referenced to NAD 83.
 DH5793
 DH5793.The geoid height was determined by GEOID03.
 DH5793
 DH5793;                    North         East     Units Scale Factor Converg.
 DH5793;SPC AZ C     -   414,400.508   224,923.111   MT  0.99990165   +0 04 19.0
 DH5793;SPC AZ C     - 1,359,581.72    737,936.72   iFT  0.99990165   +0 04 19.0
 DH5793;UTM  12      - 3,844,155.235   427,644.655   MT  0.99966453   -0 27 01.4
 DH5793
 DH5793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5793!SPC AZ C     -   0.99981389  x   0.99990165  =   0.99971556
 DH5793!UTM  12      -   0.99981389  x   0.99966453  =   0.99947848
 DH5793
 DH5793                          SUPERSEDED SURVEY CONTROL
 DH5793
 DH5793  NAD 83(1992)-  34 44 12.96746(N)    111 47 25.40645(W) AD(       ) A
 DH5793  ELLIP H (05/31/05) 1185.863  (m)                       GP(       ) 4 2
 DH5793
 DH5793.Superseded values are not recommended for survey control.
 DH5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5793.See file dsdata.txt to determine how the superseded data were derived.
 DH5793
 DH5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2764544155(NAD 83)
 DH5793_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH5793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5793_STAMPING: 273-46 PC 100 FT LS 18297
 DH5793_MARK LOGO: AZ-025
 DH5793_PROJECTION: PROJECTING 2 CENTIMETERS
 DH5793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5793+STABILITY: SURFACE MOTION
 DH5793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5793+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DH5793
 DH5793  HISTORY     - Date     Condition        Report By
 DH5793  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5793  HISTORY     - 20050922 GOOD             INDIV
 DH5793
 DH5793                          STATION DESCRIPTION
 DH5793
 DH5793'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5793'THE STATION IS LOCATED IN YAVAPAI COUNTY, ARIZONA, IN THE RIGHT-OF-WAY
 DH5793'OF BEAVERHEAD FLAT ROAD.  AIRLINE DISTANCE TO VILLAGE OF OAK CREEK 5
 DH5793'KM (3 MI), TO SEDONA 14 KM (9 MI), TO COTTONWOOD 19 KM (12 MI).
 DH5793' 
 DH5793'OWNERSHIP IS COCONINO NATIONAL FOREST
 DH5793' 
 DH5793'TO REACH THE STATION FROM THE INTERSECTION IF INTERSTATE 17 AND STATE
 DH5793'HIGHWAY 179, GO NORTHWEST ON HIGHWAY 179 6.7 KM (4.2 MI) TO THE
 DH5793'INTERSECTION OF BEAVERHEAD FLAT ROAD ON THE LEFT (WEST).  TURN LEFT ON
 DH5793'TO BEAVERHEAD FLAT ROAD AND GO WEST 1.1 KM (0.7 MI) TO THE STATION ON
 DH5793'THE LEFT (SOUTH).  LOCATED OPPPOSITE SCENIC VIEW PULLOUT ON NORTH SIDE
 DH5793'OF ROAD.
 DH5793' 
 DH5793'THE STATION IS LOCATED 30 M (100 FT) SOUTH OF THE CENTERLINE OF
 DH5793'BEAVERHEAD FLAT ROAD ADJACENT TO THE RIGHT-OF-WAY FENCE CORNER.
 DH5793'STATION IS AN 8 CM (3 IN) ALUMINUM DISK ON A POST 2.5 CM (1 IN) ABOVE
 DH5793'CONCRETE.
 DH5793' 
 DH5793'DESCRIBED SHEPHARD-WESNITZER, DEC 2003 (MLD)
 DH5793
 DH5793                          STATION RECOVERY (2005)
 DH5793
 DH5793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJM)
 DH5793'MARK IS 50 FEET EAST OF CATTLEGUARD AT ENTRANCE TO FOREST ROADS
 DH5793'FR9500H AND FR9500D.  MARK ALSO STAMPED YAVAPAI COUNTY RIGHT OF WAY -
 DH5793'ROUTE 78.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1030 ***********************************************************************
 CZ1030  DESIGNATION -  ROUTE 84 STA 3557+90
 CZ1030  PID         -  CZ1030
 CZ1030  STATE/COUNTY-  AZ/PINAL
 CZ1030  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1030
 CZ1030                         *CURRENT SURVEY CONTROL
 CZ1030  ___________________________________________________________________
 CZ1030* NAD 83(1986)-  32 48 11.     (N)    111 38 15.     (W)     SCALED    
 CZ1030* NAVD 88     -       455.678  (meters)    1495.00   (feet)  ADJUSTED  
 CZ1030  ___________________________________________________________________
 CZ1030  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1030  DYNAMIC HT  -         455.115 (meters)    1493.16  (feet)  COMP
 CZ1030  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 CZ1030  OBS GRAVITY -     979,387.2   (mgal)                       GRAV_OBS
 CZ1030
 CZ1030  VERT ORDER  -  FIRST     CLASS II
 CZ1030
 CZ1030.The horizontal coordinates were scaled from a topographic map and have
 CZ1030.an estimated accuracy of +/- 6 seconds.
 CZ1030
 CZ1030.The orthometric height was determined by differential leveling
 CZ1030.and adjusted in November 1993.
 CZ1030
 CZ1030.The geoid height was determined by GEOID03.
 CZ1030
 CZ1030.The dynamic height is computed by dividing the NAVD 88
 CZ1030.geopotential number by the normal gravity value computed on the
 CZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1030.degrees latitude (g = 980.6199 gals.).
 CZ1030
 CZ1030.The modeled gravity was interpolated from observed gravity values.
 CZ1030.The observed gravity was obtained from relative gravimeter ties
 CZ1030.to the IGSN71 gravity network.
 CZ1030
 CZ1030;                    North         East    Units  Estimated Accuracy
 CZ1030;SPC AZ C     -   199,950.      239,500.      MT  (+/- 180 meters Scaled)
 CZ1030
 CZ1030                          SUPERSEDED SURVEY CONTROL
 CZ1030
 CZ1030  NAVD 88 (06/15/91)  455.777  (m)         1495.33   (f) UNKNOWN     1 2
 CZ1030  NGVD 29 (??/??/92)  455.577  (m)         1494.67   (f) ADJ UNCH    1 2
 CZ1030
 CZ1030.Superseded values are not recommended for survey control.
 CZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1030.See file dsdata.txt to determine how the superseded data were derived.
 CZ1030
 CZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB403296(NAD 83)
 CZ1030_MARKER: DD = SURVEY DISK
 CZ1030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1030_SP_SET: HEADWALL
 CZ1030_STAMPING: 1495-70 3557+90
 CZ1030_MARK LOGO: AZHD  
 CZ1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1030+STABILITY: SURFACE MOTION
 CZ1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1030+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1030
 CZ1030  HISTORY     - Date     Condition        Report By
 CZ1030  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1030  HISTORY     - 1967     GOOD             NGS
 CZ1030  HISTORY     - 1980     GOOD             NGS
 CZ1030  HISTORY     - 1980     GOOD             NGS
 CZ1030  HISTORY     - 1984     GOOD             NGS
 CZ1030  HISTORY     - 19911205 GOOD             NGS
 CZ1030  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1030
 CZ1030                          STATION DESCRIPTION
 CZ1030
 CZ1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1030'6.0 MI NW FROM ELOY.
 CZ1030'ABOUT 6.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1030'STATION AT ELOY, OR ABOUT 8.5 MILES SOUTHEAST ALONG THE SOUTHERN
 CZ1030'PACIFIC RAILROAD FROM THE STATION AT CASA GRANDE, IN S 20, T 7 S, R 7
 CZ1030'E, 8 1/2 POLES SOUTHEAST OF MILEPOST NUMBER 927, 93 1/2 FEET NORTHEAST
 CZ1030'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 25 FEET
 CZ1030'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 84, SET IN THE CENTER OF
 CZ1030'THE TOP OF THE SOUTHWEST HEAD WALL OF A LARGE CONCRETE CULVERT UNDER
 CZ1030'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CZ1030
 CZ1030                          STATION RECOVERY (1980)
 CZ1030
 CZ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1030'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CZ1030'13.7 KILOMETERS (8.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1030'RAILROAD FROM THE STATION AT CASA GRANDE, 8-1/2 POLES (0.5 KILOMETER-
 CZ1030'0.3 MILE) SOUTHEAST OF RAILROAD MILE POST 927, 0.2 KILOMETER
 CZ1030'(0.1 MILE) NORTHWEST OF THE Y-JUNCTION OF STATE HIGHWAY 84 AND
 CZ1030'TOLTEC BUTTES ROAD, SET IN THE TOP CENTER OF THE SOUTHWEST HEADWALL
 CZ1030'FOR A BOX CULVERT UNDER THE HIGHWAY, 28.5 METERS (94 FEET) NORTHEAST
 CZ1030'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACKS AND 7.6 METERS (25
 CZ1030'FEET) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 CZ1030
 CZ1030                          STATION RECOVERY (1980)
 CZ1030
 CZ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1030'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CZ1030'13.7 KILOMETERS (8.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1030'RAILROAD FROM THE STATION AT CASA GRANDE, 8-1/2 POLES (0.5 KILOMETER-
 CZ1030'0.3 MILE) SOUTHEAST OF RAILROAD MILE POST 927, 0.2 KILOMETER
 CZ1030'(0.1 MILE) NORTHWEST OF THE Y-JUNCTION OF STATE HIGHWAY 84 AND
 CZ1030'TOLTEC BUTTES ROAD, SET IN THE TOP CENTER OF THE SOUTHWEST HEADWALL
 CZ1030'FOR A BOX CULVERT UNDER THE HIGHWAY, 28.5 METERS (94 FEET) NORTHEAST
 CZ1030'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACKS AND 7.6 METERS (25
 CZ1030'FEET) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 CZ1030
 CZ1030                          STATION RECOVERY (1984)
 CZ1030
 CZ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1030'RECOVERED IN GOOD CONDITION.
 CZ1030
 CZ1030                          STATION RECOVERY (1991)
 CZ1030
 CZ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1030'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1030'ELOY, THENCE 9.7 KM (6.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1030'IN TOP OF AND 1.7 M (5.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 CZ1030'SOUTHWEST CONCRETE HEADWALL OF A CULVERT, AND 7.8 M (25.6 FT)
 CZ1030'SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
 CZ1030
 CZ1030                          STATION RECOVERY (2007)
 CZ1030
 CZ1030'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1165 ***********************************************************************
 CY1165  DESIGNATION -  ROUTE 86 STA 0+70
 CY1165  PID         -  CY1165
 CY1165  STATE/COUNTY-  AZ/COCHISE
 CY1165  USGS QUAD   -  BOWIE (1974)
 CY1165
 CY1165                         *CURRENT SURVEY CONTROL
 CY1165  ___________________________________________________________________
 CY1165* NAD 83(1992)-  32 19 00.38377(N)    109 29 03.44631(W)     ADJUSTED  
 CY1165* NAVD 88     -      1150.8    (meters)    3776.     (feet)  VERTCON   
 CY1165  ___________________________________________________________________
 CY1165  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CY1165  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY1165  HORZ ORDER  -  SECOND
 CY1165
 CY1165.The horizontal coordinates were established by classical geodetic methods
 CY1165.and adjusted by the National Geodetic Survey in August 1993.
 CY1165
 CY1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1165
 CY1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1165
 CY1165.The geoid height was determined by GEOID03.
 CY1165
 CY1165;                    North         East     Units Scale Factor Converg.
 CY1165;SPC AZ E     -   146,194.915   277,611.413   MT  0.99995089   +0 21 53.3
 CY1165;SPC AZ E     -   479,642.11    910,798.60   iFT  0.99995089   +0 21 53.3
 CY1165;UTM  12      - 3,576,557.557   642,679.630   MT  0.99985104   +0 48 37.6
 CY1165
 CY1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1165!SPC AZ E     -   0.99982355  x   0.99995089  =   0.99977445
 CY1165!UTM  12      -   0.99982355  x   0.99985104  =   0.99967462
 CY1165
 CY1165                          SUPERSEDED SURVEY CONTROL
 CY1165
 CY1165  NAD 83(1986)-  32 19 00.37899(N)    109 29 03.44384(W) AD(       ) 2
 CY1165  NAD 27      -  32 19 00.10800(N)    109 29 01.21138(W) AD(       ) 2
 CY1165  NGVD 29 (07/19/86) 1150.1    (m)         3773.     (f) VERT ANG    3  
 CY1165
 CY1165.Superseded values are not recommended for survey control.
 CY1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1165.See file dsdata.txt to determine how the superseded data were derived.
 CY1165
 CY1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4268076558(NAD 83)
 CY1165
 CY1165  HISTORY     - Date     Condition        Report By
 CY1165  HISTORY     - 1968     MONUMENTED       AZHD
 CY1165  HISTORY     - 1970     GOOD             NGS
 CY1165
 CY1165                          STATION DESCRIPTION
 CY1165
 CY1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1165'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF BOWIE, 90 YARDS
 CY1165'SOUTH OF THE SOUTH LANE OF INTERSTATE HIGHWAY 10 AND ON THE HIGHWAY
 CY1165'RIGHT-OF-WAY.
 CY1165'
 CY1165'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO EAST ON THE
 CY1165'MAIN STREET AND BUSINESS ROUTE OF INTERSTATE HIGHWAY 10 FOR 0.3 MILE
 CY1165'TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 CY1165'PAVED ROAD FOR 0.6 MILE TO THE OVERPASSES OF INTERSTATE HIGHWAY 10.
 CY1165'CONTINUE SOUTH FOR 0.05 MILE TO THE STATION ON THE LEFT.  TO
 CY1165'REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVELED
 CY1165'ROAD ALONG THE SOUTH SIDE OF THE INTERSTATE HIGHWAY FOR 0.35 MILE
 CY1165'TO THE MARK ON THE LEFT.
 CY1165'
 CY1165'THE MARK IS A ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY1165'ARIZONA HIGHWAY DEPT. 1968 ELEV. 3773.17 STA. 0+70, SET IN THE TOP
 CY1165'OF A 6-INCH DIAMETER CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 CY1165'30 FEET WEST OF THE CENTER OF THE PAVED ROAD, 18 FEET NORTH OF A
 CY1165'POWER LINE POLE AND 2 FEET NORTH OF A METAL RIGHT-OF-WAY MARKER
 CY1165'POST.  THE POINT USED ON THIS DISK WAS THE PLUS SIGN.
 CY1165'
 CY1165'THIS IS REFERENCE MARK 3 FOR STATION BART 1960.
 CY1165'
 CY1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 CY1165'BOWIE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0388 ***********************************************************************
 CY0388  DESIGNATION -  ROUTE 86 STA 1798+47.6
 CY0388  PID         -  CY0388
 CY0388  STATE/COUNTY-  AZ/COCHISE
 CY0388  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0388
 CY0388                         *CURRENT SURVEY CONTROL
 CY0388  ___________________________________________________________________
 CY0388* NAD 83(1992)-  32 14 41.22239(N)    109 50 15.66993(W)     ADJUSTED  
 CY0388* NAVD 88     -      1269.87   (+/-2cm)    4166.2    (feet)  VERTCON   
 CY0388  ___________________________________________________________________
 CY0388  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CY0388  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0388  HORZ ORDER  -  SECOND
 CY0388  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0388
 CY0388.The horizontal coordinates were established by classical geodetic methods
 CY0388.and adjusted by the National Geodetic Survey in August 1993.
 CY0388
 CY0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0388.The vertical order pertains to the NGVD 29 superseded value.
 CY0388
 CY0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0388
 CY0388.The geoid height was determined by GEOID03.
 CY0388
 CY0388;                    North         East     Units Scale Factor Converg.
 CY0388;SPC AZ E     -   138,055.635   244,360.509   MT  0.99991185   +0 10 31.9
 CY0388;SPC AZ E     -   452,938.44    801,707.71   iFT  0.99991185   +0 10 31.9
 CY0388;UTM  12      - 3,568,161.297   609,497.344   MT  0.99974785   +0 37 12.7
 CY0388
 CY0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0388!SPC AZ E     -   0.99980491  x   0.99991185  =   0.99971677
 CY0388!UTM  12      -   0.99980491  x   0.99974785  =   0.99955280
 CY0388
 CY0388                          SUPERSEDED SURVEY CONTROL
 CY0388
 CY0388  NAD 83(1986)-  32 14 41.21652(N)    109 50 15.66653(W) AD(       ) 2
 CY0388  NAD 27      -  32 14 40.95000(N)    109 50 13.42300(W) AD(       ) 2
 CY0388  NGVD 29 (??/??/92) 1269.124  (m)         4163.78   (f) ADJ UNCH    1 2
 CY0388
 CY0388.Superseded values are not recommended for survey control.
 CY0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0388.See file dsdata.txt to determine how the superseded data were derived.
 CY0388
 CY0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0949768161(NAD 83)
 CY0388_MARKER: DR = REFERENCE MARK DISK
 CY0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0388_STAMPING: 1798+47.6 1941
 CY0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0388+STABILITY: SURFACE MOTION
 CY0388
 CY0388  HISTORY     - Date     Condition        Report By
 CY0388  HISTORY     - 1945     MONUMENTED       AZHD
 CY0388  HISTORY     - 1952     GOOD             NGS
 CY0388  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0388
 CY0388                          STATION DESCRIPTION
 CY0388
 CY0388'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1945
 CY0388'STATION IS LOCATED ON THE NW SIDE OF STATE HIGHWAY 86, IN
 CY0388'THE TOWN OF WILLCOX, ABOUT 1/2 MILE SW OF THE BUSINESS DISTRICT.
 CY0388'
 CY0388'TO REACH STATION WILLCOX FROM THE JUNCTION OF THE MAIN STREET
 CY0388'AND STATE HIGHWAY 86 AT THE VALLEY NATIONAL BANK, GO SW ON
 CY0388'STATE HIGHWAY 86 FOR 0.6 MILE TO THE STATION ON THE RIGHT,
 CY0388'AT THE INTERSECTION WHERE A DIRT STREET CROSSES THE HIGHWAY
 CY0388'AT AN ANGLE.
 CY0388'
 CY0388'STATION MARK IS A STANDARD ARIZONA HIGHWAY DEPARTMENT
 CY0388'BRONZE DISK STAMPED 1798-47.6 1941.  IT IS SET IN A SQUARE
 CY0388'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CY0388'IT IS LOCATED S OF STATION WILLCOX ON ABOUT THE SAME LEVEL AND 53.9
 CY0388'FEET NW OF THE CENTER LINE OF THE HIGHWAY.
 CY0388
 CY0388                          STATION RECOVERY (1952)
 CY0388
 CY0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0388'IN WILLCOX.
 CY0388'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0388'WILLCOX, AT AN INTERSECTION OF STATE HIGHWAY 86 AND A GRADED ROAD
 CY0388'LEADING NORTH AND SOUTH, ON THE NORTH SIDE OF A DRIVEWAY LEADING TO
 CY0388'COOKS CARPENTER SHOP, 54 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CY0388'HIGHWAY, 30.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18.6 FEET
 CY0388'SOUTHEAST OF WILLCOX TRIANGULATION STATION, 6.1 FEET SOUTHEAST OF A
 CY0388'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 CY0388'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE--
 CY0388'CONCRETE POST IN WHICH DISK IS SET IS ON AN ANGLE, THERE ARE SMALL
 CY0388'CHIPS ON POST AND EVIDENTLY POST WAS HIT BY A GRADER, THE POST IS
 CY0388'SOLID HOWEVER, BUT IS CLOSE TO A DRIVEWAY AND MAY BE MOVED.
 CY0388
 CY0388                          STATION RECOVERY (1979)
 CY0388
 CY0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0388'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A MOTEL HAS BEEN BUILT
 CY0388'ON THE SITE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0389 ***********************************************************************
 CY0389  DESIGNATION -  ROUTE 86 STA 1799+71.6
 CY0389  PID         -  CY0389
 CY0389  STATE/COUNTY-  AZ/COCHISE
 CY0389  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0389
 CY0389                         *CURRENT SURVEY CONTROL
 CY0389  ___________________________________________________________________
 CY0389* NAD 83(1992)-  32 14 42.25843(N)    109 50 14.92169(W)     ADJUSTED  
 CY0389* NAVD 88     -      1270.13   (+/-2cm)    4167.1    (feet)  VERTCON   
 CY0389  ___________________________________________________________________
 CY0389  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CY0389  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0389  HORZ ORDER  -  SECOND
 CY0389  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0389
 CY0389.The horizontal coordinates were established by classical geodetic methods
 CY0389.and adjusted by the National Geodetic Survey in August 1993.
 CY0389
 CY0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0389.The vertical order pertains to the NGVD 29 superseded value.
 CY0389
 CY0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0389
 CY0389.The geoid height was determined by GEOID03.
 CY0389
 CY0389;                    North         East     Units Scale Factor Converg.
 CY0389;SPC AZ E     -   138,087.605   244,379.997   MT  0.99991186   +0 10 32.3
 CY0389;SPC AZ E     -   453,043.32    801,771.64   iFT  0.99991186   +0 10 32.3
 CY0389;UTM  12      - 3,568,193.412   609,516.580   MT  0.99974791   +0 37 13.1
 CY0389
 CY0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0389!SPC AZ E     -   0.99980487  x   0.99991186  =   0.99971674
 CY0389!UTM  12      -   0.99980487  x   0.99974791  =   0.99955282
 CY0389
 CY0389                          SUPERSEDED SURVEY CONTROL
 CY0389
 CY0389  NAD 83(1986)-  32 14 42.25256(N)    109 50 14.91830(W) AD(       ) 2
 CY0389  NAD 27      -  32 14 41.98600(N)    109 50 12.67500(W) AD(       ) 2
 CY0389  NGVD 29 (??/??/92) 1269.378  (m)         4164.62   (f) ADJ UNCH    1 2
 CY0389
 CY0389.Superseded values are not recommended for survey control.
 CY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0389.See file dsdata.txt to determine how the superseded data were derived.
 CY0389
 CY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0951768193(NAD 83)
 CY0389_MARKER: DR = REFERENCE MARK DISK
 CY0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0389_STAMPING: 1799+71.6 1941
 CY0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0389+STABILITY: SURFACE MOTION
 CY0389
 CY0389  HISTORY     - Date     Condition        Report By
 CY0389  HISTORY     - 1945     MONUMENTED       AZHD
 CY0389  HISTORY     - 1952     GOOD             NGS
 CY0389  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0389
 CY0389                          STATION DESCRIPTION
 CY0389
 CY0389'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1945
 CY0389'STATION IS LOCATED ON THE NW SIDE OF STATE HIGHWAY 86, IN
 CY0389'THE TOWN OF WILLCOX, ABOUT 1/2 MILE SW OF THE BUSINESS DISTRICT.
 CY0389'
 CY0389'TO REACH STATION WILLCOX FROM THE JUNCTION OF THE MAIN STREET
 CY0389'AND STATE HIGHWAY 86 AT THE VALLEY NATIONAL BANK, GO SW ON
 CY0389'STATE HIGHWAY 86 FOR 0.6 MILE TO THE STATION ON THE RIGHT,
 CY0389'AT THE INTERSECTION WHERE A DIRT STREET CROSSES THE HIGHWAY
 CY0389'AT AN ANGLE.
 CY0389'
 CY0389'STATION MARK IS A STANDARD ARIZONA HIGHWAY DEPARTMENT
 CY0389'BRONZE DISK STAMPED 1799-71.6 1941.  IT IS SET IN A SQUARE
 CY0389'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 CY0389'LOCATED NE OF STATION WILLCOX ON ABOUT THE SAME LEVEL AND 55.3
 CY0389'FEET NW OF THE CENTER LINE OF THE HIGHWAY.
 CY0389
 CY0389                          STATION RECOVERY (1952)
 CY0389
 CY0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0389'IN WILLCOX.
 CY0389'0.6 MILE SOUTHWEST ALONG THE STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0389'WILLCOX, AT THE INTERSECTION OF STATE HIGHWAY 86 AND A GRADED ROAD
 CY0389'LEADING SOUTH, AT A CONOCO GAS SIGN, 69.0 FEET NORTHEAST OF THE CENTER
 CY0389'LINE OF A GRADED ROAD, 40.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 CY0389'HIGHWAY, 108.2 FEET NORTHEAST OF WILLCOX TRIANGULATION STATION, 6.0
 CY0389'FEET SOUTHWEST OF THE CONOCO SIGN, 2.0 FEET SOUTHEAST OF A WITNESS
 CY0389'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CY0389'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0389
 CY0389                          STATION RECOVERY (1979)
 CY0389
 CY0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0389'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A MOTEL HAS BEEN BUILT
 CY0389'ON THE SITE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0291 ***********************************************************************
 CY0291  DESIGNATION -  ROUTE 86 STA 3707+16.67
 CY0291  PID         -  CY0291
 CY0291  STATE/COUNTY-  AZ/COCHISE
 CY0291  USGS QUAD   -  BOWIE (1974)
 CY0291
 CY0291                         *CURRENT SURVEY CONTROL
 CY0291  ___________________________________________________________________
 CY0291* NAD 83(1986)-  32 18 14.     (N)    109 22 56.     (W)     SCALED    
 CY0291* NAVD 88     -      1114.263  (meters)    3655.71   (feet)  ADJUSTED  
 CY0291  ___________________________________________________________________
 CY0291  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0291  DYNAMIC HT  -        1112.626 (meters)    3650.34  (feet)  COMP
 CY0291  MODELED GRAV-     979,132.6   (mgal)                       NAVD 88
 CY0291
 CY0291  VERT ORDER  -  FIRST     CLASS II
 CY0291
 CY0291.The horizontal coordinates were scaled from a topographic map and have
 CY0291.an estimated accuracy of +/- 6 seconds.
 CY0291
 CY0291.The orthometric height was determined by differential leveling
 CY0291.and adjusted in June 1991.
 CY0291
 CY0291.The geoid height was determined by GEOID03.
 CY0291
 CY0291.The dynamic height is computed by dividing the NAVD 88
 CY0291.geopotential number by the normal gravity value computed on the
 CY0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0291.degrees latitude (g = 980.6199 gals.).
 CY0291
 CY0291.The modeled gravity was interpolated from observed gravity values.
 CY0291
 CY0291;                    North         East    Units  Estimated Accuracy
 CY0291;SPC AZ E     -   144,830.      287,230.      MT  (+/- 180 meters Scaled)
 CY0291
 CY0291                          SUPERSEDED SURVEY CONTROL
 CY0291
 CY0291  NGVD 29 (??/??/92) 1113.658  (m)         3653.73   (f) ADJ UNCH    1 2
 CY0291
 CY0291.Superseded values are not recommended for survey control.
 CY0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0291.See file dsdata.txt to determine how the superseded data were derived.
 CY0291
 CY0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA523752(NAD 83)
 CY0291_MARKER: DZ = AZIMUTH MARK DISK
 CY0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0291_SP_SET: CULVERT
 CY0291_STAMPING: 3654 + 48 3707 + 16.67 1940
 CY0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0291
 CY0291  HISTORY     - Date     Condition        Report By
 CY0291  HISTORY     - 1940     MONUMENTED       AZHD
 CY0291  HISTORY     - 1953     GOOD             NGS
 CY0291  HISTORY     - 1960     GOOD             NGS
 CY0291  HISTORY     - 1979     GOOD             NGS
 CY0291
 CY0291                          STATION DESCRIPTION
 CY0291
 CY0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0291'6.3 MI E FROM BOWIE.
 CY0291'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0291'RAILROAD STATION AT BOWIE, THENCE 6.15 MILES EAST ALONG STATE HIGHWAY
 CY0291'86, 0.45 MILE EAST OF TRIANGULATION STATION HOLT 1945, 18.5 FEET SOUTH
 CY0291'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 CY0291'SOUTH HEADWALL OF A 30 FOOT CONCRETE CULVERT.
 CY0291
 CY0291                          STATION RECOVERY (1960)
 CY0291
 CY0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0291'RECOVERED IN GOOD CONDITION.
 CY0291
 CY0291                          STATION RECOVERY (1979)
 CY0291
 CY0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0291'10.2 KILOMETERS (6.4 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0291'FROM THE STATION AT BOWIE, 0.3 KILOMETER (0.2 MILE) WEST OF MILE POST
 CY0291'1105, AT THE FIRST DRY WASH WEST OF INTERSTATE HIGHWAY 10 MILE POST
 CY0291'371, IN TOP OF THE SOUTH HEADWALL OF A 3-CHANNEL BOX CULVERT UNDER A
 CY0291'FRONTAGE ROAD, 70 METERS (230 FEET) SOUTH OF THE SOUTH RAIL, 5.6
 CY0291'METERS (18.2 FEET) SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD AND
 CY0291'5.1 METERS (16.8 FEET) WEST OF THE EAST END OF THE HEADWALL.
 CY0291'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0997 ***********************************************************************
 ES0997  DESIGNATION -  ROVER
 ES0997  PID         -  ES0997
 ES0997  STATE/COUNTY-  AZ/YAVAPAI
 ES0997  USGS QUAD   -  ROVER PEAK (1967)
 ES0997
 ES0997                         *CURRENT SURVEY CONTROL
 ES0997  ___________________________________________________________________
 ES0997* NAD 83(1992)-  34 00 39.57821(N)    111 49 31.73041(W)     ADJUSTED  
 ES0997* NAVD 88     -      1569.5    (meters)    5149.     (feet)  VERTCON   
 ES0997  ___________________________________________________________________
 ES0997  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 ES0997  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 ES0997  HORZ ORDER  -  FIRST
 ES0997
 ES0997.The horizontal coordinates were established by classical geodetic methods
 ES0997.and adjusted by the National Geodetic Survey in August 1993.
 ES0997
 ES0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0997
 ES0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0997
 ES0997.The geoid height was determined by GEOID03.
 ES0997
 ES0997;                    North         East     Units Scale Factor Converg.
 ES0997;SPC AZ C     -   333,876.953   221,782.272   MT  0.99990087   +0 03 03.6
 ES0997;SPC AZ C     - 1,095,396.83    727,632.13   iFT  0.99990087   +0 03 03.6
 ES0997;UTM  12      - 3,763,682.109   423,777.477   MT  0.99967162   -0 27 42.3
 ES0997
 ES0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0997!SPC AZ C     -   0.99975800  x   0.99990087  =   0.99965890
 ES0997!UTM  12      -   0.99975800  x   0.99967162  =   0.99942970
 ES0997
 ES0997|---------------------------------------------------------------------|
 ES0997| PID    Reference Object                     Distance      Geod. Az  |
 ES0997|                                                           dddmmss.s |
 ES0997| CH3240 ROVER RM 2                            5.499 METERS 05640     |
 ES0997| DU2220 HUMBOLDT LOOKOUT HOUSE              APPROX. 4.2 KM 1422508.5 |
 ES0997| CH3238 ROVER AZ MK                                        2644703.5 |
 ES0997| CH3239 ROVER RM 1                            4.670 METERS 32805     |
 ES0997| ES0998 BOUNDARY MON 26 MARICOPA YAVAPAI      9.305 METERS 35747     |
 ES0997|---------------------------------------------------------------------|
 ES0997
 ES0997                          SUPERSEDED SURVEY CONTROL
 ES0997
 ES0997  NAD 83(1986)-  34 00 39.57208(N)    111 49 31.73400(W) AD(       ) 1
 ES0997  NAD 27      -  34 00 39.44000(N)    111 49 29.20100(W) AD(       ) 1
 ES0997  NGVD 29 (10/09/91) 1568.8    (m)         5147.     (f) VERT ANG    3  
 ES0997
 ES0997.Superseded values are not recommended for survey control.
 ES0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0997.See file dsdata.txt to determine how the superseded data were derived.
 ES0997
 ES0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2377763682(NAD 83)
 ES0997_MARKER: DS = TRIANGULATION STATION DISK
 ES0997_SETTING: 66 = SET IN ROCK OUTCROP
 ES0997_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ES0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0997+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 ES0997
 ES0997  HISTORY     - Date     Condition        Report By
 ES0997  HISTORY     - 1924     MONUMENTED       CGS
 ES0997  HISTORY     - 1946     GOOD             CGS
 ES0997  HISTORY     - 1966     GOOD             USGS
 ES0997  HISTORY     - 20070505 GOOD             GEOCAC
 ES0997
 ES0997                          STATION DESCRIPTION
 ES0997
 ES0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0997'ABOUT 38 MILES NORTH AND 15 MILES EAST OF PHOENIX, 1 MILE EAST
 ES0997'OF THE RED ROVER MINE, ON THE SOUTHERLY END OF ROVER
 ES0997'MOUNTAIN.  TO REACH FROM PHOENIX, GO BY WAY OF SEARS RANCH
 ES0997'ON CAMP CREEK, THENCE 7-1/2 MILES UP CAMP CREEK ROAD TO ROAD
 ES0997'LEADING NORTH 4 MILES TO THE RED ROVER MINE.  ABOUT
 ES0997'THREE-QUARTERS MILE BEFORE REACHING THE MINE BUILDINGS, A ROAD
 ES0997'BRANCHES OFF TO RIGHT, AND LEADS TO A MINE SHAFT AND HOISE
 ES0997'VISIBLE ONE-HALF MILE DISTANT ON THE SLOPE OF THE
 ES0997'MOUNTAIN.  FROM SHAFT PACK UP RIDGE TO NORTHEAST AND
 ES0997'SUMMIT AND THENCE ALONG SUMMIT TO STATION.  STATION IS
 ES0997'ABOUT ONE-HALF MILE NORTH OF EAST FROM THE SHAFT AND
 ES0997'VISIBLE FROM IT.  MARKED BY A STANDARD BRONZE DISK.
 ES0997
 ES0997                          STATION RECOVERY (1946)
 ES0997
 ES0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0997'THE STATION WAS RECOVERED AND THE MARK WAS FOUND TO BE IN
 ES0997'GOOD CONDITION.  TWO NEW REFERENCE MARKS AND A NEW AZIMUTH
 ES0997'MARK WERE ESTABLISHED AS DESCRIBED BELOW.
 ES0997'
 ES0997'THE STATION IS LOCATED ON THE SOUTHERN END OF ROVER MOUNTAIN
 ES0997'AND IS ABOUT 1 MILE EAST-NORTHEAST OF THE RED ROVER MINE.
 ES0997'IN APPROXIMATE AIRLINE DISTANCES IT IS LOCATED 38 MILES NORTH
 ES0997'AND 15 MILES EAST OF PHOENIX, AND 15 MILES NORTH-NORTHEAST
 ES0997'OF CAVE CREEK.
 ES0997'
 ES0997'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO
 ES0997'EASTERLY ON THE HORSE SHOE AND BARTLETT DAM ROAD FOR 1.15
 ES0997'MILES TO THE END OF THE MACADAM ROAD, HERE CONTINUE ON THE WELL
 ES0997'GRADED ROAD FOR 2.4 MILES TO THE CATTLE GUARD MARKING THE ENTRANCE
 ES0997'INTO THE TONTO NATIONAL FOREST.  CROSS OVER THIS CATTLE GUARD
 ES0997'AND CONTINUE ON THE WELL GRADED ROAD FOR 3.95 MILES TO A
 ES0997'FORK.  TAKE THE LEFT FORK AS PER SIGN TO CAMP CREEK AND
 ES0997'CONTINUE ON THE MAIN TRAVELED ROAD FOR 2.35 MILES TO WHERE THE
 ES0997'ROAD CROSSES BLUE WASH, HERE CONTINUE STRAIGHT AHEAD ON
 ES0997'THE MAIN TRAVELED GRADED ROAD FOR 2.7 MILES TO FORK.  TAKE
 ES0997'THE LEFT FORK HERE AND GO FOR 3.9 MILES TO A ROAD RIGHT
 ES0997'LEADING TO THE HUMBOLDT LOOKOUT.  CONTINUE ON THE MAIN ROAD
 ES0997'WHICH GOES LEFT OR STRAIGHT AHEAD AT THIS POINT AND GO FOR
 ES0997'0.6 MILES TO A ROAD RIGHT LEADING ACROSS THE WASH AND SIGNED
 ES0997'RED ROVER MINE 5.  TURN RIGHT HERE AND FOLLOW THIS WELL
 ES0997'KEPT TRACK ROAD FOR 2.4 MILES TO A WATERING TROUGH ON THE
 ES0997'RIGHT.  PASS BY THIS TROUGH AND CONTINUE ON THE TRACK ROAD
 ES0997'FOR 0.75 MILES TO A CHAIN GATE.  PASS THROUGH THIS GATE AND GO
 ES0997'UP THE SIDE OF THE HILL ON THE TRACK ROAD FOR 0.3 MILES TO
 ES0997'THE SUMMIT AND A DIM TRACK ROAD GOING RIGHT ALONG THE
 ES0997'RIDGE.  TURN RIGHT HERE OFF THE MAIN TRAVELED TRACK ROAD
 ES0997'AND GO FOR 0.35 MILES TO THE AZIMUTH MARK SET IN
 ES0997'OUT-CROPPING BEDROCK ON THE LEFT.  FROM HERE CONTINUE UP THE
 ES0997'RIDGE ABOUT 100 YARDS TO THE END OF TRUCK TRAVEL AT SOME
 ES0997'MINE DIGGINGS.  FROM HERE PACK NORTHEAST ON UP THE
 ES0997'RIDGE TO THE SUMMIT AND THEN RIGHT OF SOUTHERLY ALONG THE TOP
 ES0997'OF THE STATION.
 ES0997'
 ES0997'THE STATION IS A STANDARD TRIANGULATION MARK STAMPED ROVER
 ES0997'1924 5766 VA, SET IN OUTCROPPING BEDROCK, WHICH PROJECTS
 ES0997'ABOUT 4 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED
 ES0997'ABOUT 100 FEET SOUTH OF THE HIGHEST POINT ON THE SOUTHERN
 ES0997'END OF THE MOUNTAIN.
 ES0997'
 ES0997'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK STAMPED
 ES0997'ROVER NO 1 1946, SET IN OUTCROPPING BEDROCK, WHICH
 ES0997'PROJECTS ABOUT 12 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 ES0997'ABOUT 18 INCHES ABOVE THE STATION.  IT IS LOCATED NORTHWEST
 ES0997'OF THE STATION.
 ES0997'
 ES0997'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK STAMPED
 ES0997'ROVER NO 2 1946, SET IN OUTCROPPING BEDROCK, WHICH
 ES0997'PROJECTS ABOUT 5 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 ES0997'ABOUT 2 FEET BELOW THE STATION.  IT IS LOCATED NORTH-NORTHEAST
 ES0997'OF THE STATION.
 ES0997'
 ES0997'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED ROVER
 ES0997'1946, SET IN OUTCROPPING BEDROCK, WHICH PROJECTS
 ES0997'ABOUT 1 INCH ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED
 ES0997'ABOUT 1/2 MILES WEST-SOUTHWEST OF THE STATION, ABOUT 20 FEET
 ES0997'WEST OF THE OLD DIM TRACK ROAD, AND ABOUT 3 FEET WEST-NORTHWEST
 ES0997'OF A SMALL ROCK CAIRN.
 ES0997'
 ES0997'THE COUNTY LINE MARKED IS A CONCRETE POST IN THE FORM OF A
 ES0997'FRUSTUM OF A PYRAMID WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 ES0997'SURROUNDING SURFACE AND HAS A 1/2 INCH IN DIAMETER PIPE
 ES0997'PROJECTING 16 INCHES ABOVE THE TOP OF THE CONCRETE POST.  IT
 ES0997'IS A THREE SIDED PYRAMID WITH BRASS PLATES IMBEDDED IN EACH
 ES0997'SIDE, THE PLATE ON THE WEST SIDE IS STAMPED COR. NO. 26 N. 82
 ES0997'25 FT W. 21322.3 FT. TO COR. NO. 25 S. 82 25 FT E. 19890.6 FT.
 ES0997'TO COR. NO. 27, THE PLATE ON THE SOUTHEAST SIDE HAS MARICOPA
 ES0997'COUNTY 1924, ON IT IN RAISED LETTERS, AND THE NORTHEAST PLATE HAS
 ES0997'YAVAPAI COUNTY 1924, ON IT IN RAISED LETTERS.  IT IS
 ES0997'LOCATED NORTH-NORTHWEST OF THE STATION AND IS ABOUT ON THE
 ES0997'SAME LEVEL AS THE STATION.
 ES0997
 ES0997                          STATION RECOVERY (1966)
 ES0997
 ES0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0997'NOT OCCUPIED.
 ES0997
 ES0997                          STATION RECOVERY (2007)
 ES0997
 ES0997'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ES0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0267 ***********************************************************************
 GQ0267  DESIGNATION -  ROWE
 GQ0267  PID         -  GQ0267
 GQ0267  STATE/COUNTY-  AZ/COCONINO
 GQ0267  USGS QUAD   -  GRAND CANYON (1988)
 GQ0267
 GQ0267                         *CURRENT SURVEY CONTROL
 GQ0267  ___________________________________________________________________
 GQ0267* NAD 83(1992)-  36 04 24.90426(N)    112 09 14.68924(W)     ADJUSTED  
 GQ0267* NAVD 88     -      2154.36   (+/-2cm)    7068.1    (feet)  VERTCON   
 GQ0267  ___________________________________________________________________
 GQ0267  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GQ0267  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GQ0267  HORZ ORDER  -  THIRD
 GQ0267  VERT ORDER  -  THIRD ? (See Below)
 GQ0267
 GQ0267.The horizontal coordinates were established by classical geodetic methods
 GQ0267.and adjusted by the National Geodetic Survey in August 1993.
 GQ0267
 GQ0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0267.The vertical order pertains to the NGVD 29 superseded value.
 GQ0267
 GQ0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0267
 GQ0267.The geoid height was determined by GEOID03.
 GQ0267
 GQ0267;                    North         East     Units Scale Factor Converg.
 GQ0267;SPC AZ C     -   562,703.076   191,975.931   MT  0.99990563   -0 08 23.3
 GQ0267;SPC AZ C     - 1,846,138.70    629,842.29   iFT  0.99990563   -0 08 23.3
 GQ0267;UTM  12      - 3,992,726.416   396,080.023   MT  0.99973306   -0 40 46.6
 GQ0267
 GQ0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0267!SPC AZ C     -   0.99966562  x   0.99990563  =   0.99957128
 GQ0267!UTM  12      -   0.99966562  x   0.99973306  =   0.99939877
 GQ0267
 GQ0267:                Primary Azimuth Mark                     Grid Az
 GQ0267:SPC AZ C     -  SIGNAL HILL                              300 36 52.3
 GQ0267:UTM  12      -  SIGNAL HILL                              301 09 15.6
 GQ0267
 GQ0267|---------------------------------------------------------------------|
 GQ0267| PID    Reference Object                     Distance      Geod. Az  |
 GQ0267|                                                           dddmmss.s |
 GQ0267| GQ0298 SIGNAL HILL                         APPROX.21.2 KM 3002829.0 |
 GQ0267|---------------------------------------------------------------------|
 GQ0267
 GQ0267                          SUPERSEDED SURVEY CONTROL
 GQ0267
 GQ0267  NAD 83(1986)-  36 04 24.90006(N)    112 09 14.68842(W) AD(       ) 3
 GQ0267  NGVD 29 (05/08/89) 2153.42   (m)         7065.0    (f) LEVELING    3  
 GQ0267
 GQ0267.Superseded values are not recommended for survey control.
 GQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0267.See file dsdata.txt to determine how the superseded data were derived.
 GQ0267
 GQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9608092726(NAD 83)
 GQ0267_MARKER: DS = TRIANGULATION STATION DISK
 GQ0267_SETTING: 80 = SET IN A BOULDER
 GQ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0267+STABILITY: SURFACE MOTION
 GQ0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0267+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 GQ0267
 GQ0267  HISTORY     - Date     Condition        Report By
 GQ0267  HISTORY     - 1902     MONUMENTED       USGS
 GQ0267  HISTORY     - 1903     GOOD             USGS
 GQ0267  HISTORY     - 1956     GOOD             USGS
 GQ0267  HISTORY     - 20060510 GOOD             GEOCAC
 GQ0267
 GQ0267                          STATION DESCRIPTION
 GQ0267
 GQ0267'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 GQ0267'LOCATED 2 MI NW. OF BRIGHT ANGEL HOTEL.  ON ROWE POINT, NEAR WAGON
 GQ0267'RD.
 GQ0267'
 GQ0267'TO REACH NOT GIVEN.
 GQ0267'
 GQ0267'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, SET IN
 GQ0267'ROCK 24 INCHES UNDER SURFACE.  CENTERED OVER THIS IS IRON BENCH
 GQ0267'MARK POST MARKED 7075 CANYON.
 GQ0267'
 GQ0267'RMS--NONE SET.
 GQ0267
 GQ0267                          STATION RECOVERY (1903)
 GQ0267
 GQ0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1903
 GQ0267'RECOVERED IN GOOD CONDITION.
 GQ0267
 GQ0267                          STATION RECOVERY (1956)
 GQ0267
 GQ0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0267'RECOVERED IN GOOD CONDITION.
 GQ0267'
 GQ0267'LOCATED ABOUT 1 MI W. AND 1 MI N. OF GRAND CANYON VILLAGE.  ON
 GQ0267'HOPI POINT.
 GQ0267'
 GQ0267'TO REACH FROM GRAND CANYON VILLAGE, FOLLOW WEST RIM DRIVE 2.7 MI
 GQ0267'TO STATION ABOUT 100 FT N. OF RD.
 GQ0267
 GQ0267                          STATION RECOVERY (2006)
 GQ0267
 GQ0267'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 GQ0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0946 ***********************************************************************
 EU0946  DESIGNATION -  ROWLAND
 EU0946  PID         -  EU0946
 EU0946  STATE/COUNTY-  AZ/MOHAVE
 EU0946  USGS QUAD   -  MOHAVE SPRINGS (1990)
 EU0946
 EU0946                         *CURRENT SURVEY CONTROL
 EU0946  ___________________________________________________________________
 EU0946* NAD 83(1992)-  34 22 46.19405(N)    114 04 25.13009(W)     ADJUSTED  
 EU0946* NAVD 88     -       814.7    (meters)    2673.     (feet)  VERTCON   
 EU0946  ___________________________________________________________________
 EU0946  EPOCH DATE  -        1991.35
 EU0946  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 EU0946  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0946  HORZ ORDER  -  THIRD
 EU0946
 EU0946.The horizontal coordinates were established by classical geodetic methods
 EU0946.and adjusted by the National Geodetic Survey in June 1996.
 EU0946.The horizontal coordinates are valid at the epoch date displayed above.
 EU0946.The epoch date for horizontal control is a decimal equivalence
 EU0946.of Year/Month/Day.
 EU0946
 EU0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0946
 EU0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0946
 EU0946.The geoid height was determined by GEOID03.
 EU0946
 EU0946;                    North         East     Units Scale Factor Converg.
 EU0946;SPC AZ W     -   374,805.768   183,595.467   MT  0.99994425   -0 10 57.9
 EU0946;SPC AZ W     - 1,229,677.72    602,347.33   iFT  0.99994425   -0 10 57.9
 EU0946;SPC CA 5     -   604,609.717 2,361,001.821   MT  0.99994303   +2 14 17.0
 EU0946;SPC CA 5     - 1,983,623.71  7,746,053.47   sFT  0.99994303   +2 14 17.0
 EU0946;UTM  11      - 3,808,117.455   769,077.354   MT  1.00049255   +1 39 12.3
 EU0946;UTM  12      - 3,808,518.397   217,374.329   MT  1.00058471   -1 44 12.3
 EU0946
 EU0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0946!SPC AZ W     -   0.99987693  x   0.99994425  =   0.99982119
 EU0946!SPC CA 5     -   0.99987693  x   0.99994303  =   0.99981997
 EU0946!UTM  11      -   0.99987693  x   1.00049255  =   1.00036942
 EU0946!UTM  12      -   0.99987693  x   1.00058471  =   1.00046157
 EU0946
 EU0946|---------------------------------------------------------------------|
 EU0946| PID    Reference Object                     Distance      Geod. Az  |
 EU0946|                                                           dddmmss.s |
 EU0946| CC6396 ROWLAND RM 1                          8.212 METERS 01333     |
 EU0946| CC6555 T12N R17W SECS 17 18 19 20                         1101020.4 |
 EU0946| CC6397 ROWLAND RM 2                          3.381 METERS 26120     |
 EU0946|---------------------------------------------------------------------|
 EU0946
 EU0946                          SUPERSEDED SURVEY CONTROL
 EU0946
 EU0946  NAD 83(1992)-  34 22 46.19018(N)    114 04 25.12129(W) AD(       ) 3
 EU0946  NAD 83(1986)-  34 22 46.19056(N)    114 04 25.12933(W) AD(       ) 3
 EU0946  NAD 27      -  34 22 46.13500(N)    114 04 22.32200(W) AD(       ) 3
 EU0946  NGVD 29 (07/19/86)  814.0    (m)         2671.     (f) VERT ANG    3  
 EU0946
 EU0946.Superseded values are not recommended for survey control.
 EU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0946.See file dsdata.txt to determine how the superseded data were derived.
 EU0946
 EU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6907708117(NAD 83)
 EU0946_MARKER: DS = TRIANGULATION STATION DISK
 EU0946_SETTING: 66 = SET IN ROCK OUTCROP
 EU0946
 EU0946  HISTORY     - Date     Condition        Report By
 EU0946  HISTORY     - 1948     MONUMENTED       CGS
 EU0946  HISTORY     - 1955     MARK NOT FOUND   CGS
 EU0946
 EU0946                          STATION DESCRIPTION
 EU0946
 EU0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0946'THE STATION IS ABOUT 20 MILES AIRLINE NORTHEAST OF PARKER, 6
 EU0946'MILES NORTHEAST OF THE PARKER DAM, 8 MILES NORTHWEST OF THE
 EU0946'PLANET CROSSING OF THE BILL WILLIAMS RIVER, ON THE SOUTHERN END
 EU0946'OF THE MOHAVE MOUNTAIN RANGE, ON THE SOUTHERN ONE OF TWO HIGH
 EU0946'PROMINENT PEAKS.
 EU0946'
 EU0946'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY ON BLADED ROAD
 EU0946'FOR 0.2 MILE TO A FORK.  KEEP LEFT FORK ON THE SIGNAL-ALAMO ROAD
 EU0946'FOR 2.5 MILE TO A FORK--KEEP RIGHT FORK TOWARDS SIGNAL AND ALAMO
 EU0946'FOR 9.6 MILES TO A FORK AND SIGN SIGNAL-ALAMO--KEEP RIGHT FORK
 EU0946'AND CONTINUE FOR 9.7 MILE TO A FORK AND SIGN ON THE RIGHT
 EU0946'(PLANET RANCH 31).  TURN RIGHT ON THE PLANET ROAD FOR 2.0 MILES
 EU0946'TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 4.6 MILES TO
 EU0946'CROSS ROADS AND SIGN (STRANGERS DO NOT TAKE THIS ROAD WATER 25
 EU0946'MILES)--TURN RIGHT ON THIS ROAD AND CONTINUE 8.5 MILES TO A
 EU0946'GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 2.9
 EU0946'MILE TO CASTANEDA WELL.  CONTINUE SOUTHERLY ON MAIN ROAD FOR 5.5
 EU0946'MILES TO THE SOUTH END OF AN AIR FIELD.  (STATION QUAIL ON
 EU0946'RIDGE TO THE EAST) CONTINUE ON THE MAIN ROAD SOUTHERLY FOR 5.2
 EU0946'MILES TO WHERE THE POWER LINE CROSSES THE ROAD.  TURN RIGHT ON
 EU0946'POWER LINE ROAD AND CONTINUE WESTERLY FOR 1.5 MILES TO A LARGE
 EU0946'WASH.  TURN RIGHT LEAVING ROAD AND CONTINUE NORTHERLY UP LARGE
 EU0946'SAND WASH FOR 4.3 MILES TO A DIM TRACK ROAD LEADING WESTERLY
 EU0946'OUT OF WASH AND A TRIANGLE BLAZED TREE ON THE WEST BANK
 EU0946'NEAR TRACK ROAD.  TAKE DIM TRACK WESTERLY FOR 1.9 MILES TO
 EU0946'THE NORTHWEST EDGE OF A LARGE MOUNTAIN ON THE LEFT.
 EU0946'CONTINUE ON THE DIM TRACKS FOR 1.2 MILES TO A DIM FORK.  KEEP
 EU0946'LEFT FORK FOR 2.4 MILES FOLLOWING ALONG WASH AND IN WASH TO
 EU0946'THE KNOWLAND MINE AND END OF TRUCK TRAVEL.  FROM THE OLD
 EU0946'MINE CONTINUE ON FOOT NORTHERLY UP WASH FOR ABOUT 1/4 MILE
 EU0946'TO WHERE A WASH COMES IN FROM THE WEST, LEFT, AND THE STATION
 EU0946'HILL CAN BE SEEN PLAINLY TO THE WEST.  TURN LEFT UP SIDE WASH
 EU0946'TOWARDS STATION HILL FOR ABOUT 1/4 MILE TO A FORK IN WASH.
 EU0946'KEEP RIGHT FORK WESTERLY FOR ABOUT ANOTHER 1/4 MILE.  TURN
 EU0946'RIGHT OUT OF WASH TO THE G.L.O. SECTION CORNER (AZIMUTH
 EU0946'MARK) ABOUT 100 YARDS NORTH OF THE WASH.  CONTINUE WESTERLY
 EU0946'UP RIDGE FOR ABOUT 3/4 MILE TO THE HIGHEST POINT AND STATION.
 EU0946'
 EU0946'STATION MAY ALSO BE REACHED FROM PARKER BY TAKING THE PLANET
 EU0946'RANCH ROAD 0.4 MILE EAST OF THE DEPOT IN PARKER AND CONTINUING
 EU0946'THE MAIN TRAVELED BLADED ROAD FOR 34.0 MILES TO SIGN ON THE LEFT
 EU0946'PLANET RANCH 1-1/4 MILE.  CONTINUE TOWARDS THE PLANET RANCH FOR
 EU0946'0.2 MILES TO A DIM FORK LEFT.  TURN LEFT, FOLLOWING DIM WINDING
 EU0946'TRACKS CROSSING THE BILL WILLIAMS RIVER THEN NORTHERLY ON BLADED
 EU0946'ROAD FOR 4.0 MILES TO POWER LINE THEN AS PER ABOVE DESCRIPTION.
 EU0946'
 EU0946'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP PROJECTING
 EU0946'ABOUT 6 INCHES, ON THE HIGHEST POINT OF THE HILL.  IT IS STAMPED
 EU0946'ROWLAND 1948.
 EU0946'
 EU0946'REFERENCE MARK NO 1 IS A STANDARD BRONZE DISK SET IN OUTCROP
 EU0946'ON THE EAST EDGE OF RIM, ABOUT 2 FEET LOWER THAN THE STATION.
 EU0946'IT IS STAMPED ROWLAND NO 1 1948.
 EU0946'
 EU0946'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 EU0946'OUTCROP PROJECTING ABOUT 1 FOOT, AND IS ABOUT 1 FOOT LOWER THAN
 EU0946'THE STATION.  IT IS STAMPED ROWLAND NO 2 1948.
 EU0946'
 EU0946'THE AZIMUTH MARK IS STANDARD GENERAL LAND OFFICE DISK BRAZED TO
 EU0946'THE TOP OF A 1-1/2 INCH PIPE PROJECTING ABOUT 2-1/2 FEET,
 EU0946'ABOUT 3/4 MILE EAST OF THE STATION.  IT IS STAMPED T 12 N R 17 W.
 EU0946'S 18 S17/S19 S20.
 EU0946
 EU0946                          STATION RECOVERY (1955)
 EU0946
 EU0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 EU0946'THE STATION WAS NOT VISITED.  THE DIRECTIONS FOR REACHING THE
 EU0946'STATION FOUND IN THE ORIGINAL DESCRIPTION WERE FOLLOWED AND A
 EU0946'STAND WAS SEEN IN THE AREA DESCRIBED AS THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1475 ***********************************************************************
 DU1475  DESIGNATION -  ROYAL
 DU1475  PID         -  DU1475
 DU1475  STATE/COUNTY-  AZ/PINAL
 DU1475  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1475
 DU1475                         *CURRENT SURVEY CONTROL
 DU1475  ___________________________________________________________________
 DU1475* NAD 83(1992)-  33 23 11.40357(N)    111 32 15.17260(W)     ADJUSTED  
 DU1475* NAVD 88     -       504.145  (meters)    1654.02   (feet)  ADJUSTED  
 DU1475  ___________________________________________________________________
 DU1475  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 DU1475  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU1475  DYNAMIC HT  -         503.532 (meters)    1652.00  (feet)  COMP
 DU1475  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 DU1475
 DU1475  HORZ ORDER  -  SECOND
 DU1475  VERT ORDER  -  FIRST     CLASS I
 DU1475
 DU1475.The horizontal coordinates were established by classical geodetic methods
 DU1475.and adjusted by the National Geodetic Survey in August 1993.
 DU1475
 DU1475.The orthometric height was determined by differential leveling
 DU1475.and adjusted in November 1993.
 DU1475
 DU1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1475
 DU1475.The geoid height was determined by GEOID03.
 DU1475
 DU1475.The dynamic height is computed by dividing the NAVD 88
 DU1475.geopotential number by the normal gravity value computed on the
 DU1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1475.degrees latitude (g = 980.6199 gals.).
 DU1475
 DU1475.The modeled gravity was interpolated from observed gravity values.
 DU1475
 DU1475;                    North         East     Units Scale Factor Converg.
 DU1475;SPC AZ C     -   264,677.484   248,631.156   MT  0.99991533   +0 12 31.1
 DU1475;SPC AZ C     -   868,364.45    815,719.02   iFT  0.99991533   +0 12 31.1
 DU1475;UTM  12      - 3,694,264.872   450,004.303   MT  0.99963082   -0 17 44.9
 DU1475
 DU1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1475!SPC AZ C     -   0.99992546  x   0.99991533  =   0.99984080
 DU1475!UTM  12      -   0.99992546  x   0.99963082  =   0.99955631
 DU1475
 DU1475|---------------------------------------------------------------------|
 DU1475| PID    Reference Object                     Distance      Geod. Az  |
 DU1475|                                                           dddmmss.s |
 DU1475| DU1476 ROYAL RM 1                           12.579 METERS 08942     |
 DU1475| DU2085 ROADSIDE                            APPROX. 5.1 KM 0971316.1 |
 DU1475| DU1474 ROYAL RM 2                           12.799 METERS 26947     |
 DU1475|---------------------------------------------------------------------|
 DU1475
 DU1475                          SUPERSEDED SURVEY CONTROL
 DU1475
 DU1475  NAD 83(1986)-  33 23 11.39974(N)    111 32 15.17600(W) AD(       ) 2
 DU1475  NAD 27      -  33 23 11.22199(N)    111 32 12.69843(W) AD(       ) 2
 DU1475  NGVD 29 (??/??/92)  503.564  (m)         1652.11   (f) ADJ UNCH    1 1
 DU1475
 DU1475.Superseded values are not recommended for survey control.
 DU1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1475.See file dsdata.txt to determine how the superseded data were derived.
 DU1475
 DU1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5000494265(NAD 83)
 DU1475_MARKER: DD = SURVEY DISK
 DU1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1475_SP_SET: CONCRETE POST
 DU1475_STAMPING: ROYAL P M GS
 DU1475_MARK LOGO: AZHD  
 DU1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1475+STABILITY: SURFACE MOTION
 DU1475
 DU1475  HISTORY     - Date     Condition        Report By
 DU1475  HISTORY     - 1974     MONUMENTED       AZDT
 DU1475  HISTORY     - 1975     GOOD             AZDT
 DU1475  HISTORY     - 1984     GOOD             AZDT
 DU1475
 DU1475                          STATION DESCRIPTION
 DU1475
 DU1475'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU1475'THE STATION IS LOCATED 2.8 MILES EAST SOUTHEAST OF APACHE JCT. AND
 DU1475'17.5 MILES EAST SOUTHEAST OF MESA ON THE PROPOSED SUPERSTITION
 DU1475'FREEWAY AT STA. 1314 + 60.86.
 DU1475'
 DU1475'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED ROYAL P AND
 DU1475'M GS 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1475'FLUSH WITH THE GROUND.  THE MARK IS 2.5 FEET NORTHWEST OF A
 DU1475'WITNESS POST.
 DU1475'
 DU1475'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED ROYAL
 DU1475'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1475'PROJECTING ABOUT TWO INCHES ABOVE GROUND LEVEL.
 DU1475'
 DU1475'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED ROYAL
 DU1475'RM 2 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT
 DU1475'PROJECTING ABOUT 3 INCHES ABOVE GROUND LEVEL.
 DU1475'
 DU1475'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60, 80, 89 AND STATE
 DU1475'ROUTE 88 IN APACHE JCT., TRAVEL SOUTHEAST ON U.S. 60, 80 AND 89
 DU1475'FOR 1.5 MILES TO TOMAHAWK RD., TURN SOUTH ON TOMAHAWK RD., CONTINUE
 DU1475'0.6 MILES TO SOUTHERN AVE., CONTINUE SOUTH FOR 0.5 MILES TO
 DU1475'MIDSECTION TRAIL AND BUILDINGS ON LEFT.  TURN RIGHT, FOLLOWING
 DU1475'THE MAIN TRAVELED TRAIL FOR 0.45 MILES, MAKE A JOG TO THE RIGHT
 DU1475'AND THEN TO THE LEFT AT A CROSSTRAIL.  TURN LEFT AND FOLLOW
 DU1475'TRAIL BEARING RIGHT FOR 0.1 MILE TO THE STATION WHICH IS
 DU1475'LOCATED 150 FEET NORTH OF THE TRAIL AND IS MARKED WITH A
 DU1475'WITNESS POST.
 DU1475'
 DU1475'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU1475
 DU1475                          STATION RECOVERY (1975)
 DU1475
 DU1475'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1475'4.3 MI SW FROM PALM SPRINGS.
 DU1475'FROM THE INTERSECTION OF IDAHO ROAD WITH THE SUPERSTITION FREEWAY
 DU1475'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1475'ON THE FREEWAY CENTERLINE.  AT THE APPROX. STAT. OF 1314+60.  3 FT.
 DU1475'NORTHWEST OF A P AND M SURVEY SIGN.  SUPERSTITION FREEWAY, SOUTH OF
 DU1475'APACHE JUNCTION.  AN AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL
 DU1475'CONCRETE POST, UP 0.4 FT.
 DU1475
 DU1475                          STATION RECOVERY (1984)
 DU1475
 DU1475'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1475'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1475'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1475'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 7.24 KM.  (4.5 MI.)
 DU1475'TO THE STATION, 0.8 KM.  (0.5 MI.)EAST FROM THE INTERSECTION OF IDAHO
 DU1475'ROAD AND STATE ROUTE 360 CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0595 ***********************************************************************
 GP0595  DESIGNATION -  ROYAL RESET
 GP0595  PID         -  GP0595
 GP0595  STATE/COUNTY-  AZ/COCONINO
 GP0595  USGS QUAD   -  CAPE ROYAL (1988)
 GP0595
 GP0595                         *CURRENT SURVEY CONTROL
 GP0595  ___________________________________________________________________
 GP0595* NAD 83(1992)-  36 07 02.09580(N)    111 56 55.83553(W)     ADJUSTED  
 GP0595* NAVD 88     -      2398.2    (meters)    7868.     (feet)  VERTCON   
 GP0595  ___________________________________________________________________
 GP0595  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GP0595  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0595  HORZ ORDER  -  FIRST
 GP0595
 GP0595.The horizontal coordinates were established by classical geodetic methods
 GP0595.and adjusted by the National Geodetic Survey in August 1993.
 GP0595
 GP0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0595
 GP0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0595
 GP0595.The geoid height was determined by GEOID03.
 GP0595
 GP0595;                    North         East     Units Scale Factor Converg.
 GP0595;SPC AZ C     -   567,522.009   210,463.435   MT  0.99990010   -0 01 08.3
 GP0595;SPC AZ C     - 1,861,948.85    690,496.83   iFT  0.99990010   -0 01 08.3
 GP0595;UTM  12      - 3,997,369.981   414,608.582   MT  0.99968984   -0 33 33.6
 GP0595
 GP0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0595!SPC AZ C     -   0.99962739  x   0.99990010  =   0.99952753
 GP0595!UTM  12      -   0.99962739  x   0.99968984  =   0.99931735
 GP0595
 GP0595:                Primary Azimuth Mark                     Grid Az
 GP0595:SPC AZ C     -  FINAL                                    052 55 42.8
 GP0595:UTM  12      -  FINAL                                    053 28 08.1
 GP0595
 GP0595|---------------------------------------------------------------------|
 GP0595| PID    Reference Object                     Distance      Geod. Az  |
 GP0595|                                                           dddmmss.s |
 GP0595| GP0597 FINAL                               APPROX. 4.6 KM 0525434.5 |
 GP0595| CH3243 ROYAL RM 3                            3.693 METERS 08230     |
 GP0595| GP0593 DESERT VIEW INDIAN WATCH TOWER      APPROX.13.7 KM 1261853.5 |
 GP0595| CH3241 ROYAL RM 1                           18.423 METERS 12930     |
 GP0595| CH3242 ROYAL RM 2                           20.468 METERS 24457     |
 GP0595|---------------------------------------------------------------------|
 GP0595
 GP0595                          SUPERSEDED SURVEY CONTROL
 GP0595
 GP0595  NAD 83(1986)-  36 07 02.09446(N)    111 56 55.83511(W) AD(       ) 1
 GP0595  NAD 27      -  36 07 02.15100(N)    111 56 53.23800(W) AD(       ) 1
 GP0595  NGVD 29 (05/08/89) 2397.1    (m)         7864.     (f) VERT ANG    3  
 GP0595
 GP0595.Superseded values are not recommended for survey control.
 GP0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0595.See file dsdata.txt to determine how the superseded data were derived.
 GP0595
 GP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1460997370(NAD 83)
 GP0595_MARKER: DS = TRIANGULATION STATION DISK
 GP0595_SETTING: 80 = SET IN A BOULDER
 GP0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0595+STABILITY: SURFACE MOTION
 GP0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0595+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 GP0595
 GP0595  HISTORY     - Date     Condition        Report By
 GP0595  HISTORY     - 1971     MONUMENTED       NGS
 GP0595  HISTORY     - 20040522 GOOD             USPSQD
 GP0595
 GP0595                          STATION DESCRIPTION
 GP0595
 GP0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GP0595'THE STEM OF THE USGS STATION DISK WAS RECOVERED AND REFERENCE
 GP0595'MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 GP0595'MARK 2 HAS BEEN DISTROYED NOT EVEN THE BOULDER REMAINS.  THE
 GP0595'STEM OF THE OLD STATION WAS REMOVED FROM THE DRILL HOLE AND A
 GP0595'NEW STATION DISK SET ON ORIGIONAL POSITION.  REFERENCE MARK
 GP0595'3 WAS ESTABLISHED AT THIS TIME.
 GP0595'
 GP0595'THE STATION MARK IS A STANDARD DISK STAMPED, ROYAL 1934 1971.
 GP0595'(USGS WAS INADVERTENTLY OMITTED FROM THIS DISK) THE MARK
 GP0595'IS SET IN A DRILL HOLE IN TOP OF A 4 X 10 FOOT BOULDER WHICH
 GP0595'PROJECTS ABOUT 4 FEET.  IT IS NEAR THE TIP OF CAPE ROYAL ON
 GP0595'THE NORTH RIM OF THE GRAND CANYON.
 GP0595'
 GP0595'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ROYAL NO 1 1934.
 GP0595'IT IS SET IN A DRILL HOLE IN A BOULDER OR OUTCROP WHICH IS
 GP0595'ABOUT 8 FEET LOWER THAN THE STATION AND 12 FEET NORTH OF A
 GP0595'PINYON TREE.
 GP0595'
 GP0595'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ROYAL NO 3 1934
 GP0595'1971.  IT IS SET IN A DRILL HOLE IN TOP OF THE MAIN OUTCROP
 GP0595'WHICH LEADS WEST TO THE POINT OF CAPE ROYAL.  THE MARK IS
 GP0595'ABOUT 1 FOOT HIGHER THAN THE STATION.
 GP0595'
 GP0595'FINAL USGS 1934 WILL SERVE FOR AN AZIMUTH MARK.  REACHED FROM THE
 GP0595'PARKING LOT AT CAPE ROYAL AND WINDOW ROCK BY BACK TRACKING
 GP0595'3.5 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT FOR 1.6 MILES TO
 GP0595'A DIM FORK LEFT.  TURN LEFT AND FOLLOW TRACK ROAD TO ITS END
 GP0595'ON THE NORTH RIM.  PACK SOUTHWEST TO TOP OF CAPE FINAL AND THE
 GP0595'STATION.  A 5 MINUTE PACK.
 GP0595'
 GP0595'TO REACH THE STATION FROM JACOB LAKE TAKE ARIZONA HIGHWAY 67
 GP0595'SOUTH FOR 30 MILES TO THE ENTRANCE TO THE GRAND CANYON NATIONAL
 GP0595'PARK, CONTINUE SOUTH FOR 9.5 MILES TO A FORK.  TURN LEFT ON
 GP0595'PAVED ROAD FOR 5.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 GP0595'FOR 11.8 MILES TO A TRACK ROAD LEFT LEADING TO FINAL USGS 1934,
 GP0595'CONTINUE AHEAD FOR 3.5 MILES TO END OF ROAD AND A PARKING LOT.
 GP0595'PACK ALONG TRAIL PER SIGN CAPE ROYAL AND WINDOW ROCK FOR ABOUT
 GP0595'10 MINUTES TO THE STATION.
 GP0595'
 GP0595'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GP0595
 GP0595                          STATION RECOVERY (2004)
 GP0595
 GP0595'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 GP0595'RECOVERED, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1476 ***********************************************************************
 DU1476  DESIGNATION -  ROYAL RM 1
 DU1476  PID         -  DU1476
 DU1476  STATE/COUNTY-  AZ/PINAL
 DU1476  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1476
 DU1476                         *CURRENT SURVEY CONTROL
 DU1476  ___________________________________________________________________
 DU1476* NAD 83(1986)-  33 23 12.     (N)    111 32 14.     (W)     SCALED    
 DU1476* NAVD 88     -       504.341  (meters)    1654.66   (feet)  ADJUSTED  
 DU1476  ___________________________________________________________________
 DU1476  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU1476  DYNAMIC HT  -         503.728 (meters)    1652.65  (feet)  COMP
 DU1476  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 DU1476
 DU1476  VERT ORDER  -  FIRST     CLASS I
 DU1476
 DU1476.The horizontal coordinates were scaled from a topographic map and have
 DU1476.an estimated accuracy of +/- 6 seconds.
 DU1476
 DU1476.The orthometric height was determined by differential leveling
 DU1476.and adjusted in November 1993.
 DU1476
 DU1476.The geoid height was determined by GEOID03.
 DU1476
 DU1476.The dynamic height is computed by dividing the NAVD 88
 DU1476.geopotential number by the normal gravity value computed on the
 DU1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1476.degrees latitude (g = 980.6199 gals.).
 DU1476
 DU1476.The modeled gravity was interpolated from observed gravity values.
 DU1476
 DU1476;                    North         East    Units  Estimated Accuracy
 DU1476;SPC AZ C     -   264,700.      248,660.      MT  (+/- 180 meters Scaled)
 DU1476
 DU1476                          SUPERSEDED SURVEY CONTROL
 DU1476
 DU1476  NGVD 29 (??/??/92)  503.758  (m)         1652.75   (f) ADJ UNCH    1 1
 DU1476
 DU1476.Superseded values are not recommended for survey control.
 DU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1476.See file dsdata.txt to determine how the superseded data were derived.
 DU1476
 DU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB500942(NAD 83)
 DU1476_MARKER: DD = SURVEY DISK
 DU1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1476_STAMPING: ROYAL RM 1
 DU1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1476+STABILITY: SURFACE MOTION
 DU1476
 DU1476  HISTORY     - Date     Condition        Report By
 DU1476  HISTORY     - 1974     MONUMENTED       AZDT
 DU1476  HISTORY     - 1975     GOOD             AZDT
 DU1476  HISTORY     - 1975     GOOD             AZDT
 DU1476  HISTORY     - 1984     GOOD             AZDT
 DU1476
 DU1476                          STATION DESCRIPTION
 DU1476
 DU1476'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1476'4.3 MI SW FROM PALM SPRINGS.
 DU1476'FROM THE INTERSECTION OF IDAHO ROAD AND THE SUPERSTITION FREEWAY
 DU1476'CENTERLINE EAST ON THE FREEWAY FOR 0.5 MILES AND TO THE STATION.  ON
 DU1476'THE FREEWAY CENTERLINE.  42 WEST OF THE MAIN STATION AND A P AND M
 DU1476'SURVEY SIGN.  SUPERSTITION FREEWAY CENTERLINE, SOUTH OF APACHE
 DU1476'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A CYLINDRICAL CONCRETE POST, 12
 DU1476'IN., AND UP 0.4 FT.
 DU1476
 DU1476                          STATION RECOVERY (1975)
 DU1476
 DU1476'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1476'FROM THE INTERSECTION OF IDAHO ROAD AND THE SUPERSTITION FREEWAY
 DU1476'CENTERLINE EAST ON THE FREEWAY FOR 0.5 MILES AND TO THE STATION.  ON
 DU1476'THE FREEWAY CENTERLINE.  42 WEST OF THE MAIN STATION AND A P AND M
 DU1476'SURVEY SIGN.  SUPERSTITION FREEWAY CENTERLINE, SOUTH OF APACHE
 DU1476'JUNCTION.  AN AHD ALUMINUM CAP, SET IN A CYLINDRICAL CONCRETE POST, 12
 DU1476'IN., AND UP 0.4 FT.
 DU1476
 DU1476                          STATION RECOVERY (1984)
 DU1476
 DU1476'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1474 ***********************************************************************
 DU1474  DESIGNATION -  ROYAL RM 2
 DU1474  PID         -  DU1474
 DU1474  STATE/COUNTY-  AZ/PINAL
 DU1474  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1474
 DU1474                         *CURRENT SURVEY CONTROL
 DU1474  ___________________________________________________________________
 DU1474* NAD 83(1986)-  33 23 12.     (N)    111 32 14.     (W)     SCALED    
 DU1474* NAVD 88     -       504.253  (meters)    1654.37   (feet)  ADJUSTED  
 DU1474  ___________________________________________________________________
 DU1474  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DU1474  DYNAMIC HT  -         503.640 (meters)    1652.36  (feet)  COMP
 DU1474  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 DU1474
 DU1474  VERT ORDER  -  FIRST     CLASS I
 DU1474
 DU1474.The horizontal coordinates were scaled from a topographic map and have
 DU1474.an estimated accuracy of +/- 6 seconds.
 DU1474
 DU1474.The orthometric height was determined by differential leveling
 DU1474.and adjusted in November 1993.
 DU1474
 DU1474.The geoid height was determined by GEOID03.
 DU1474
 DU1474.The dynamic height is computed by dividing the NAVD 88
 DU1474.geopotential number by the normal gravity value computed on the
 DU1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1474.degrees latitude (g = 980.6199 gals.).
 DU1474
 DU1474.The modeled gravity was interpolated from observed gravity values.
 DU1474
 DU1474;                    North         East    Units  Estimated Accuracy
 DU1474;SPC AZ C     -   264,700.      248,660.      MT  (+/- 180 meters Scaled)
 DU1474
 DU1474                          SUPERSEDED SURVEY CONTROL
 DU1474
 DU1474  NGVD 29 (??/??/92)  503.672  (m)         1652.46   (f) ADJ UNCH    1 1
 DU1474
 DU1474.Superseded values are not recommended for survey control.
 DU1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1474.See file dsdata.txt to determine how the superseded data were derived.
 DU1474
 DU1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB500942(NAD 83)
 DU1474_MARKER: DD = SURVEY DISK
 DU1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1474_STAMPING: ROYAL RM 2
 DU1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1474+STABILITY: SURFACE MOTION
 DU1474
 DU1474  HISTORY     - Date     Condition        Report By
 DU1474  HISTORY     - 1974     MONUMENTED       AZDT
 DU1474  HISTORY     - 1975     GOOD             AZDT
 DU1474  HISTORY     - 1975     GOOD             AZDT
 DU1474  HISTORY     - 1984     GOOD             AZDT
 DU1474
 DU1474                          STATION DESCRIPTION
 DU1474
 DU1474'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1474'4.3 MI SW FROM PALM SPRINGS.
 DU1474'FROM THE INTERSECTION OF IDAHO ROAD WITH THE SUPERSTITION FREEWAY
 DU1474'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1474'ON THE FREEWAY CENTERLINE.  42 FT. WEST OF THE MAIN STATION AND P AND
 DU1474'M SURVEY SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE JUNCTION.  AN
 DU1474'AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.4
 DU1474'FT.
 DU1474
 DU1474                          STATION RECOVERY (1975)
 DU1474
 DU1474'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1474'FROM THE INTERSECTION OF IDAHO ROAD WITH THE SUPERSTITION FREEWAY
 DU1474'CENTERLINE, EAST ON THE CENTERLINE FOR 0.5 MILES AND TO THE STATION.
 DU1474'ON THE FREEWAY CENTERLINE.  42 FT. WEST OF THE MAIN STATION AND P AND
 DU1474'M SURVEY SIGN.  SUPERSTITION FREEWAY, SOUTH OF APACHE JUNCTION.  AN
 DU1474'AHD ALUMINUM CAP, SET IN A 12 IN. CYLINDRICAL CONCRETE POST, UP 0.4
 DU1474'FT.
 DU1474
 DU1474                          STATION RECOVERY (1984)
 DU1474
 DU1474'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0845 ***********************************************************************
 DV0845  DESIGNATION -  RP 2 PI 4
 DV0845  PID         -  DV0845
 DV0845  STATE/COUNTY-  AZ/MARICOPA
 DV0845  USGS QUAD   -  TONOPAH (1984)
 DV0845
 DV0845                         *CURRENT SURVEY CONTROL
 DV0845  ___________________________________________________________________
 DV0845* NAD 83(1986)-  33 29 59.     (N)    112 56 57.     (W)     SCALED    
 DV0845* NAVD 88     -       351.02   (+/-2cm)    1151.6    (feet)  VERTCON   
 DV0845  ___________________________________________________________________
 DV0845  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0845
 DV0845.The horizontal coordinates were scaled from a topographic map and have
 DV0845.an estimated accuracy of +/- 6 seconds.
 DV0845
 DV0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0845.The vertical order pertains to the NGVD 29 superseded value.
 DV0845
 DV0845.The geoid height was determined by GEOID03.
 DV0845
 DV0845;                    North         East    Units  Estimated Accuracy
 DV0845;SPC AZ C     -   277,650.      117,430.      MT  (+/- 180 meters Scaled)
 DV0845
 DV0845                          SUPERSEDED SURVEY CONTROL
 DV0845
 DV0845  NGVD 29 (??/??/92)  350.377  (m)         1149.53   (f) ADJ UNCH    2 0
 DV0845
 DV0845.Superseded values are not recommended for survey control.
 DV0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0845.See file dsdata.txt to determine how the superseded data were derived.
 DV0845
 DV0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC189083(NAD 83)
 DV0845_MARKER: DD = SURVEY DISK
 DV0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0845_STAMPING: R P 2 P I 4 1962
 DV0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0845+STABILITY: SURFACE MOTION
 DV0845
 DV0845  HISTORY     - Date     Condition        Report By
 DV0845  HISTORY     - 1962     MONUMENTED       AZHD
 DV0845  HISTORY     - 1962     GOOD             NGS
 DV0845
 DV0845                          STATION DESCRIPTION
 DV0845
 DV0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0845'0.2 MI ESE FROM TONOPAH.
 DV0845'0.2 MILE EAST-SOUTHEAST OF M 415 62.  AN ARIZONA HIGHWAY DEPARTMENT
 DV0845'DISK STAMPED R P 2 P I 4 1962, SET IN TOP OF A CONCRETE POST FLUSH
 DV0845'WITH THE GROUND, AND IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV0845'INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0642 ***********************************************************************
 FR0642  DESIGNATION -  RS 10
 FR0642  PID         -  FR0642
 FR0642  STATE/COUNTY-  AZ/MOHAVE
 FR0642  USGS QUAD   -  MILKWEED CANYON NW (1967)
 FR0642
 FR0642                         *CURRENT SURVEY CONTROL
 FR0642  ___________________________________________________________________
 FR0642* NAD 83(1986)-  35 39 56.     (N)    113 43 28.     (W)     SCALED    
 FR0642* NAVD 88     -      1521.952  (meters)    4993.27   (feet)  POSTED    
 FR0642  ___________________________________________________________________
 FR0642  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FR0642  DYNAMIC HT  -        1520.080 (meters)    4987.13  (feet)  COMP
 FR0642  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 FR0642
 FR0642  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0642
 FR0642.The horizontal coordinates were scaled from a topographic map and have
 FR0642.an estimated accuracy of +/- 6 seconds.
 FR0642
 FR0642.The orthometric height was determined by differential leveling
 FR0642.and adjusted by the  in 1992.
 FR0642.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0642.rate of 0.0 thru 1.0 mm/km.
 FR0642
 FR0642.The geoid height was determined by GEOID03.
 FR0642
 FR0642.The dynamic height is computed by dividing the NAVD 88
 FR0642.geopotential number by the normal gravity value computed on the
 FR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0642.degrees latitude (g = 980.6199 gals.).
 FR0642
 FR0642.The modeled gravity was interpolated from observed gravity values.
 FR0642
 FR0642;                    North         East    Units  Estimated Accuracy
 FR0642;SPC AZ W     -   517,430.      215,670.      MT  (+/- 180 meters Scaled)
 FR0642
 FR0642                          SUPERSEDED SURVEY CONTROL
 FR0642
 FR0642  NGVD 29 (??/??/92) 1521.081  (m)         4990.41   (f) ADJ UNCH    2 0
 FR0642
 FR0642.Superseded values are not recommended for survey control.
 FR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0642.See file dsdata.txt to determine how the superseded data were derived.
 FR0642
 FR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE533502(NAD 83)
 FR0642_MARKER: DD = SURVEY DISK
 FR0642_SETTING: 80 = SET IN A BOULDER
 FR0642_SP_SET: BOULDER
 FR0642_STAMPING: RS 10 1926
 FR0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0642+STABILITY: SURFACE MOTION
 FR0642
 FR0642  HISTORY     - Date     Condition        Report By
 FR0642  HISTORY     - 1926     MONUMENTED       USGS
 FR0642
 FR0642                          STATION DESCRIPTION
 FR0642
 FR0642'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0642'25.9 MI NW FROM PEACH SPRINGS.
 FR0642'ABOUT 25.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0642'COUNTY, ABOUT 12.0 MILES SOUTH OF THE JUNCTION OF ROADS LEADING EAST,
 FR0642'WEST AND SOUTH, 32 FEET NORTHWEST OF A JUNIPER TREE PAINTED
 FR0642'U.S.P.B.M., 30 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 FR0642'A 3- BY 4-FOOT BOULDER, AND ABOUT LEVEL WITH THE GROUND.  A UNITED
 FR0642'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED RS 10 1926.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0631 ***********************************************************************
 FR0631  DESIGNATION -  RS 11
 FR0631  PID         -  FR0631
 FR0631  STATE/COUNTY-  AZ/MOHAVE
 FR0631  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0631
 FR0631                         *CURRENT SURVEY CONTROL
 FR0631  ___________________________________________________________________
 FR0631* NAD 83(1986)-  35 40 48.     (N)    113 45 49.     (W)     SCALED    
 FR0631* NAVD 88     -      1530.129  (meters)    5020.10   (feet)  POSTED    
 FR0631  ___________________________________________________________________
 FR0631  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FR0631  DYNAMIC HT  -        1528.250 (meters)    5013.93  (feet)  COMP
 FR0631  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 FR0631
 FR0631  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0631
 FR0631.The horizontal coordinates were scaled from a topographic map and have
 FR0631.an estimated accuracy of +/- 6 seconds.
 FR0631
 FR0631.The orthometric height was determined by differential leveling
 FR0631.and adjusted by the  in 1992.
 FR0631.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0631.rate of 0.0 thru 1.0 mm/km.
 FR0631
 FR0631.The geoid height was determined by GEOID03.
 FR0631
 FR0631.The dynamic height is computed by dividing the NAVD 88
 FR0631.geopotential number by the normal gravity value computed on the
 FR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0631.degrees latitude (g = 980.6199 gals.).
 FR0631
 FR0631.The modeled gravity was interpolated from observed gravity values.
 FR0631
 FR0631;                    North         East    Units  Estimated Accuracy
 FR0631;SPC AZ W     -   519,030.      212,130.      MT  (+/- 180 meters Scaled)
 FR0631
 FR0631                          SUPERSEDED SURVEY CONTROL
 FR0631
 FR0631  NGVD 29 (??/??/92) 1529.251  (m)         5017.22   (f) ADJ UNCH    2 0
 FR0631
 FR0631.Superseded values are not recommended for survey control.
 FR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0631.See file dsdata.txt to determine how the superseded data were derived.
 FR0631
 FR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE498519(NAD 83)
 FR0631_MARKER: DD = SURVEY DISK
 FR0631_SETTING: 66 = SET IN ROCK OUTCROP
 FR0631_SP_SET: ROCK OUTCROP
 FR0631_STAMPING: RS 11 1935
 FR0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0631+STABILITY: POSITION/ELEVATION WELL
 FR0631
 FR0631  HISTORY     - Date     Condition        Report By
 FR0631  HISTORY     - 1935     MONUMENTED       CGS
 FR0631
 FR0631                          STATION DESCRIPTION
 FR0631
 FR0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0631'28.4 MI NW FROM PEACH SPRINGS.
 FR0631'ABOUT 28.4 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0631'COUNTY, ABOUT 1.5 MILES WEST OF A CORRAL AND A ROAD JUNCTION, 32 FEET
 FR0631'NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF A PAINTED
 FR0631'JUNIPER TREE, 2 FEET SOUTH OF A ROCK CAIRN. AND IN THE TOP OF THE
 FR0631'LOWER SOUTH EDGE OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY
 FR0631'STANDARD DISK, STAMPED RS 11 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0629 ***********************************************************************
 FR0629  DESIGNATION -  RS 12
 FR0629  PID         -  FR0629
 FR0629  STATE/COUNTY-  AZ/MOHAVE
 FR0629  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0629
 FR0629                         *CURRENT SURVEY CONTROL
 FR0629  ___________________________________________________________________
 FR0629* NAD 83(1986)-  35 40 54.     (N)    113 48 07.     (W)     SCALED    
 FR0629* NAVD 88     -      1594.269  (meters)    5230.53   (feet)  POSTED    
 FR0629  ___________________________________________________________________
 FR0629  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FR0629  DYNAMIC HT  -        1592.300 (meters)    5224.07  (feet)  COMP
 FR0629  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 FR0629
 FR0629  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0629
 FR0629.The horizontal coordinates were scaled from a topographic map and have
 FR0629.an estimated accuracy of +/- 6 seconds.
 FR0629
 FR0629.The orthometric height was determined by differential leveling
 FR0629.and adjusted by the  in 1992.
 FR0629.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0629.rate of 0.0 thru 1.0 mm/km.
 FR0629
 FR0629.The geoid height was determined by GEOID03.
 FR0629
 FR0629.The dynamic height is computed by dividing the NAVD 88
 FR0629.geopotential number by the normal gravity value computed on the
 FR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0629.degrees latitude (g = 980.6199 gals.).
 FR0629
 FR0629.The modeled gravity was interpolated from observed gravity values.
 FR0629
 FR0629;                    North         East    Units  Estimated Accuracy
 FR0629;SPC AZ W     -   519,210.      208,660.      MT  (+/- 180 meters Scaled)
 FR0629
 FR0629                          SUPERSEDED SURVEY CONTROL
 FR0629
 FR0629  NGVD 29 (??/??/92) 1593.384  (m)         5227.63   (f) ADJ UNCH    2 0
 FR0629
 FR0629.Superseded values are not recommended for survey control.
 FR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0629.See file dsdata.txt to determine how the superseded data were derived.
 FR0629
 FR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE464522(NAD 83)
 FR0629_MARKER: DD = SURVEY DISK
 FR0629_SETTING: 66 = SET IN ROCK OUTCROP
 FR0629_SP_SET: ROCK LEDGE
 FR0629_STAMPING: RS 12 1926
 FR0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0629+STABILITY: POSITION/ELEVATION WELL
 FR0629
 FR0629  HISTORY     - Date     Condition        Report By
 FR0629  HISTORY     - 1926     MONUMENTED       USGS
 FR0629
 FR0629                          STATION DESCRIPTION
 FR0629
 FR0629'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0629'31.2 MI NW FROM PEACH SPRINGS.
 FR0629'ABOUT 31.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0629'COUNTY, ABOUT 0.6 MILE WEST OF A LARGE WOODEN GATE, ABOUT 52 FEET
 FR0629'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A ROCK LEDGE,
 FR0629'AND ABOUT 9 FEET HIGHER THAN THE ROADWAY. A UNITED STATES GEOLOGICAL
 FR0629'SURVEY STANDARD DISK, STAMPED RS 12 1926.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0627 ***********************************************************************
 FR0627  DESIGNATION -  RS 13
 FR0627  PID         -  FR0627
 FR0627  STATE/COUNTY-  AZ/MOHAVE
 FR0627  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0627
 FR0627                         *CURRENT SURVEY CONTROL
 FR0627  ___________________________________________________________________
 FR0627* NAD 83(1986)-  35 41 56.     (N)    113 49 50.     (W)     SCALED    
 FR0627* NAVD 88     -      1597.874  (meters)    5242.36   (feet)  POSTED    
 FR0627  ___________________________________________________________________
 FR0627  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FR0627  DYNAMIC HT  -        1595.910 (meters)    5235.91  (feet)  COMP
 FR0627  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 FR0627
 FR0627  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0627
 FR0627.The horizontal coordinates were scaled from a topographic map and have
 FR0627.an estimated accuracy of +/- 6 seconds.
 FR0627
 FR0627.The orthometric height was determined by differential leveling
 FR0627.and adjusted by the  in 1992.
 FR0627.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0627.rate of 0.0 thru 1.0 mm/km.
 FR0627
 FR0627.The geoid height was determined by GEOID03.
 FR0627
 FR0627.The dynamic height is computed by dividing the NAVD 88
 FR0627.geopotential number by the normal gravity value computed on the
 FR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0627.degrees latitude (g = 980.6199 gals.).
 FR0627
 FR0627.The modeled gravity was interpolated from observed gravity values.
 FR0627
 FR0627;                    North         East    Units  Estimated Accuracy
 FR0627;SPC AZ W     -   521,130.      206,070.      MT  (+/- 180 meters Scaled)
 FR0627
 FR0627                          SUPERSEDED SURVEY CONTROL
 FR0627
 FR0627  NGVD 29 (??/??/92) 1596.999  (m)         5239.49   (f) ADJ UNCH    2 0
 FR0627
 FR0627.Superseded values are not recommended for survey control.
 FR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0627.See file dsdata.txt to determine how the superseded data were derived.
 FR0627
 FR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE438542(NAD 83)
 FR0627_MARKER: DD = SURVEY DISK
 FR0627_SETTING: 66 = SET IN ROCK OUTCROP
 FR0627_SP_SET: ROCK OUTCROP
 FR0627_STAMPING: RS 13 1926
 FR0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0627+STABILITY: POSITION/ELEVATION WELL
 FR0627
 FR0627  HISTORY     - Date     Condition        Report By
 FR0627  HISTORY     - 1926     MONUMENTED       USGS
 FR0627
 FR0627                          STATION DESCRIPTION
 FR0627
 FR0627'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0627'34.2 MI NW FROM PEACH SPRINGS.
 FR0627'ABOUT 34.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0627'COUNTY, ABOUT 100 YARDS SOUTH OF A WIRE GATE, 20 FEET SOUTH OF A CEDAR
 FR0627'TREE, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE
 FR0627'LOWER WEST EDGE OF A LARGE ROCK OUTCROP, AND ABOUT 4 FEET HIGHER THAN
 FR0627'THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FR0627'RS 13 1926.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0624 ***********************************************************************
 FR0624  DESIGNATION -  RS 14
 FR0624  PID         -  FR0624
 FR0624  STATE/COUNTY-  AZ/MOHAVE
 FR0624  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0624
 FR0624                         *CURRENT SURVEY CONTROL
 FR0624  ___________________________________________________________________
 FR0624* NAD 83(1986)-  35 43 46.     (N)    113 50 24.     (W)     SCALED    
 FR0624* NAVD 88     -      1641.511  (meters)    5385.52   (feet)  POSTED    
 FR0624  ___________________________________________________________________
 FR0624  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FR0624  DYNAMIC HT  -        1639.520 (meters)    5378.99  (feet)  COMP
 FR0624  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 FR0624
 FR0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0624
 FR0624.The horizontal coordinates were scaled from a topographic map and have
 FR0624.an estimated accuracy of +/- 6 seconds.
 FR0624
 FR0624.The orthometric height was determined by differential leveling
 FR0624.and adjusted by the  in 1992.
 FR0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0624.rate of 0.0 thru 1.0 mm/km.
 FR0624
 FR0624.The geoid height was determined by GEOID03.
 FR0624
 FR0624.The dynamic height is computed by dividing the NAVD 88
 FR0624.geopotential number by the normal gravity value computed on the
 FR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0624.degrees latitude (g = 980.6199 gals.).
 FR0624
 FR0624.The modeled gravity was interpolated from observed gravity values.
 FR0624
 FR0624;                    North         East    Units  Estimated Accuracy
 FR0624;SPC AZ W     -   524,520.      205,220.      MT  (+/- 180 meters Scaled)
 FR0624
 FR0624                          SUPERSEDED SURVEY CONTROL
 FR0624
 FR0624  NGVD 29 (??/??/92) 1640.666  (m)         5382.75   (f) ADJ UNCH    2 0
 FR0624
 FR0624.Superseded values are not recommended for survey control.
 FR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0624.See file dsdata.txt to determine how the superseded data were derived.
 FR0624
 FR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE431576(NAD 83)
 FR0624_MARKER: DD = SURVEY DISK
 FR0624_SETTING: 80 = SET IN A BOULDER
 FR0624_SP_SET: BOULDER
 FR0624_STAMPING: RS 14 1926
 FR0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0624+STABILITY: SURFACE MOTION
 FR0624
 FR0624  HISTORY     - Date     Condition        Report By
 FR0624  HISTORY     - 1926     MONUMENTED       USGS
 FR0624
 FR0624                          STATION DESCRIPTION
 FR0624
 FR0624'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0624'37.1 MI NW FROM PEACH SPRINGS.
 FR0624'ABOUT 37.1 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0624'COUNTY, AT THE TOP OF A SMALL HILL, 21 FEET SOUTHWEST OF THE CENTER
 FR0624'LINE OF THE ROAD, IN THE TOP OF A BOULDER, AND ABOUT 3 FEET HIGHER
 FR0624'THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FR0624'STAMPED RS 14 1926.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0612 ***********************************************************************
 FR0612  DESIGNATION -  RS 17
 FR0612  PID         -  FR0612
 FR0612  STATE/COUNTY-  AZ/MOHAVE
 FR0612  USGS QUAD   -  HORSE FLAT (1968)
 FR0612
 FR0612                         *CURRENT SURVEY CONTROL
 FR0612  ___________________________________________________________________
 FR0612* NAD 83(1986)-  35 49 55.     (N)    113 51 55.     (W)     SCALED    
 FR0612* NAVD 88     -      1558.711  (meters)    5113.87   (feet)  POSTED    
 FR0612  ___________________________________________________________________
 FR0612  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FR0612  DYNAMIC HT  -        1556.820 (meters)    5107.67  (feet)  COMP
 FR0612  MODELED GRAV-     979,366.7   (mgal)                       NAVD 88
 FR0612
 FR0612  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0612
 FR0612.The horizontal coordinates were scaled from a topographic map and have
 FR0612.an estimated accuracy of +/- 6 seconds.
 FR0612
 FR0612.The orthometric height was determined by differential leveling
 FR0612.and adjusted by the  in 1992.
 FR0612.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0612.rate of 0.0 thru 1.0 mm/km.
 FR0612
 FR0612.The geoid height was determined by GEOID03.
 FR0612
 FR0612.The dynamic height is computed by dividing the NAVD 88
 FR0612.geopotential number by the normal gravity value computed on the
 FR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0612.degrees latitude (g = 980.6199 gals.).
 FR0612
 FR0612.The modeled gravity was interpolated from observed gravity values.
 FR0612
 FR0612;                    North         East    Units  Estimated Accuracy
 FR0612;SPC AZ W     -   535,890.      202,950.      MT  (+/- 180 meters Scaled)
 FR0612
 FR0612                          SUPERSEDED SURVEY CONTROL
 FR0612
 FR0612  NGVD 29 (??/??/92) 1557.864  (m)         5111.09   (f) ADJ UNCH    2 0
 FR0612
 FR0612.Superseded values are not recommended for survey control.
 FR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0612.See file dsdata.txt to determine how the superseded data were derived.
 FR0612
 FR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE411690(NAD 83)
 FR0612_MARKER: DB = BENCH MARK DISK
 FR0612_SETTING: 66 = SET IN ROCK OUTCROP
 FR0612_SP_SET: ROCK OUTCROP
 FR0612_STAMPING: RS 17 1926
 FR0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0612+STABILITY: POSITION/ELEVATION WELL
 FR0612
 FR0612  HISTORY     - Date     Condition        Report By
 FR0612  HISTORY     - 1926     MONUMENTED       USGS
 FR0612
 FR0612                          STATION DESCRIPTION
 FR0612
 FR0612'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0612'45.4 MI NW FROM PEACH SPRINGS.
 FR0612'ABOUT 45.4 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0612'COUNTY, AT A CURVE AROUND A ROCKY POINT, 23 FEET NORTHEAST OF THE
 FR0612'CENTER LINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP,AND ABOUT 3-1/2
 FR0612'FEET HIGHER THAN THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY
 FR0612'STANDARD DISK, STAMPED RS 17 1926.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0604 ***********************************************************************
 FR0604  DESIGNATION -  RS 21
 FR0604  PID         -  FR0604
 FR0604  STATE/COUNTY-  AZ/MOHAVE
 FR0604  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0604
 FR0604                         *CURRENT SURVEY CONTROL
 FR0604  ___________________________________________________________________
 FR0604* NAD 83(1986)-  35 56 25.     (N)    113 53 22.     (W)     SCALED    
 FR0604* NAVD 88     -      1548.143  (meters)    5079.20   (feet)  POSTED    
 FR0604  ___________________________________________________________________
 FR0604  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FR0604  DYNAMIC HT  -        1546.300 (meters)    5073.15  (feet)  COMP
 FR0604  MODELED GRAV-     979,383.9   (mgal)                       NAVD 88
 FR0604
 FR0604  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0604
 FR0604.The horizontal coordinates were scaled from a topographic map and have
 FR0604.an estimated accuracy of +/- 6 seconds.
 FR0604
 FR0604.The orthometric height was determined by differential leveling
 FR0604.and adjusted by the  in 1992.
 FR0604.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0604.rate of 0.0 thru 1.0 mm/km.
 FR0604
 FR0604.The geoid height was determined by GEOID03.
 FR0604
 FR0604.The dynamic height is computed by dividing the NAVD 88
 FR0604.geopotential number by the normal gravity value computed on the
 FR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0604.degrees latitude (g = 980.6199 gals.).
 FR0604
 FR0604.The modeled gravity was interpolated from observed gravity values.
 FR0604
 FR0604;                    North         East    Units  Estimated Accuracy
 FR0604;SPC AZ W     -   547,910.      200,780.      MT  (+/- 180 meters Scaled)
 FR0604
 FR0604                          SUPERSEDED SURVEY CONTROL
 FR0604
 FR0604  NGVD 29 (??/??/92) 1547.326  (m)         5076.52   (f) ADJ UNCH    2 0
 FR0604
 FR0604.Superseded values are not recommended for survey control.
 FR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0604.See file dsdata.txt to determine how the superseded data were derived.
 FR0604
 FR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE393811(NAD 83)
 FR0604_MARKER: DD = SURVEY DISK
 FR0604_SETTING: 66 = SET IN ROCK OUTCROP
 FR0604_SP_SET: LIMESTONE OUTCROP
 FR0604_STAMPING: RS 21 1926
 FR0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0604+STABILITY: POSITION/ELEVATION WELL
 FR0604
 FR0604  HISTORY     - Date     Condition        Report By
 FR0604  HISTORY     - 1926     MONUMENTED       USGS
 FR0604  HISTORY     - 20010205 MARK NOT FOUND   AZ-015
 FR0604
 FR0604                          STATION DESCRIPTION
 FR0604
 FR0604'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0604'58.8 MI NW FROM PEACH SPRINGS.
 FR0604'ABOUT 58.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0604'COUNTY, ABOUT 8.1 MILES EAST OF DUNCAN RANCH, ABOUT 0.9 MILE EAST OF
 FR0604'THE WEST BOUNDARY FENCE OF HUALPAI INDIAN RESERVATION, ABOUT 0.2 MILE
 FR0604'WEST OF THE CROSSING OVER A SUMMIT, ABOUT 85 FEET NORTH OF THE CENTER
 FR0604'LINE OF THE ROAD, AND IN THE TOP OF THE SOUTHEAST EDGE OF A GREY
 FR0604'LIMESTONE OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FR0604'STAMPED RS 21 1926.
 FR0604
 FR0604                          STATION RECOVERY (2001)
 FR0604
 FR0604'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MF)
 FR0604'APPEARS TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0591 ***********************************************************************
 FR0591  DESIGNATION -  RS 22
 FR0591  PID         -  FR0591
 FR0591  STATE/COUNTY-  AZ/MOHAVE
 FR0591  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0591
 FR0591                         *CURRENT SURVEY CONTROL
 FR0591  ___________________________________________________________________
 FR0591* NAD 83(1986)-  35 54 42.     (N)    113 55 41.     (W)     SCALED    
 FR0591* NAVD 88     -      1450.125  (meters)    4757.62   (feet)  POSTED    
 FR0591  ___________________________________________________________________
 FR0591  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FR0591  DYNAMIC HT  -        1448.410 (meters)    4751.99  (feet)  COMP
 FR0591  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 FR0591
 FR0591  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0591
 FR0591.The horizontal coordinates were scaled from a topographic map and have
 FR0591.an estimated accuracy of +/- 6 seconds.
 FR0591
 FR0591.The orthometric height was determined by differential leveling
 FR0591.and adjusted by the  in 1992.
 FR0591.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0591.rate of 0.0 thru 1.0 mm/km.
 FR0591
 FR0591.The geoid height was determined by GEOID03.
 FR0591
 FR0591.The dynamic height is computed by dividing the NAVD 88
 FR0591.geopotential number by the normal gravity value computed on the
 FR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0591.degrees latitude (g = 980.6199 gals.).
 FR0591
 FR0591.The modeled gravity was interpolated from observed gravity values.
 FR0591
 FR0591;                    North         East    Units  Estimated Accuracy
 FR0591;SPC AZ W     -   544,750.      197,290.      MT  (+/- 180 meters Scaled)
 FR0591
 FR0591                          SUPERSEDED SURVEY CONTROL
 FR0591
 FR0591  NGVD 29 (??/??/92) 1449.328  (m)         4755.00   (f) ADJ UNCH    2 0
 FR0591
 FR0591.Superseded values are not recommended for survey control.
 FR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0591.See file dsdata.txt to determine how the superseded data were derived.
 FR0591
 FR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE357781(NAD 83)
 FR0591_MARKER: DD = SURVEY DISK
 FR0591_SETTING: 80 = SET IN A BOULDER
 FR0591_SP_SET: BOULDER
 FR0591_STAMPING: RS 22 1926
 FR0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0591+STABILITY: SURFACE MOTION
 FR0591
 FR0591  HISTORY     - Date     Condition        Report By
 FR0591  HISTORY     - 1926     MONUMENTED       USGS
 FR0591  HISTORY     - 20001201 GOOD             AZ-015
 FR0591
 FR0591                          STATION DESCRIPTION
 FR0591
 FR0591'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0591'61.9 MI NW FROM PEACH SPRINGS.
 FR0591'ABOUT 61.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0591'COUNTY, ABOUT 5.0 MILES EAST OF DUNCAN RANCH, ABOUT 120 YARDS EAST OF
 FR0591'THE CROSSING OF A WASH, 22 FEET NORTHEAST OF A LARGE JUNIPER TREE, 21
 FR0591'FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE FLAT
 FR0591'TOP BOULDER, AND ABOUT 1 FOOT ABOVE THE GROUND.  A UNITED STATES
 FR0591'GEOLOGICAL SURVEY STANDARD DISK, STAMPED RS 22 1926.
 FR0591
 FR0591                          STATION RECOVERY (2000)
 FR0591
 FR0591'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FR0591'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FR0591'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0588 ***********************************************************************
 FR0588  DESIGNATION -  RS 24
 FR0588  PID         -  FR0588
 FR0588  STATE/COUNTY-  AZ/MOHAVE
 FR0588  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0588
 FR0588                         *CURRENT SURVEY CONTROL
 FR0588  ___________________________________________________________________
 FR0588* NAD 83(1986)-  35 52 49.     (N)    113 59 45.     (W)     SCALED    
 FR0588* NAVD 88     -      1234.283  (meters)    4049.48   (feet)  POSTED    
 FR0588  ___________________________________________________________________
 FR0588  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FR0588  DYNAMIC HT  -        1232.870 (meters)    4044.84  (feet)  COMP
 FR0588  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 FR0588
 FR0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0588
 FR0588.The horizontal coordinates were scaled from a topographic map and have
 FR0588.an estimated accuracy of +/- 6 seconds.
 FR0588
 FR0588.The orthometric height was determined by differential leveling
 FR0588.and adjusted by the  in 1992.
 FR0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0588.rate of 0.0 thru 1.0 mm/km.
 FR0588
 FR0588.The geoid height was determined by GEOID03.
 FR0588
 FR0588.The dynamic height is computed by dividing the NAVD 88
 FR0588.geopotential number by the normal gravity value computed on the
 FR0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0588.degrees latitude (g = 980.6199 gals.).
 FR0588
 FR0588.The modeled gravity was interpolated from observed gravity values.
 FR0588
 FR0588;                    North         East    Units  Estimated Accuracy
 FR0588;SPC AZ W     -   541,280.      191,160.      MT  (+/- 180 meters Scaled)
 FR0588
 FR0588                          SUPERSEDED SURVEY CONTROL
 FR0588
 FR0588  NGVD 29 (??/??/92) 1233.542  (m)         4047.05   (f) ADJ UNCH    2 0
 FR0588
 FR0588.Superseded values are not recommended for survey control.
 FR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0588.See file dsdata.txt to determine how the superseded data were derived.
 FR0588
 FR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE295748(NAD 83)
 FR0588_MARKER: DD = SURVEY DISK
 FR0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0588_SP_SET: ROCK CAIRN
 FR0588_STAMPING: RS 24 1935
 FR0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0588
 FR0588  HISTORY     - Date     Condition        Report By
 FR0588  HISTORY     - 1935     MONUMENTED       CGS
 FR0588  HISTORY     - 1955     GOOD             NGS
 FR0588  HISTORY     - 20001201 GOOD             AZ-015
 FR0588
 FR0588                          STATION DESCRIPTION
 FR0588
 FR0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0588'67.1 MI NW FROM PEACH SPRINGS.
 FR0588'ABOUT 67.1 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0588'COUNTY, ABOUT 0.2 MILE NORTHWEST OF DUNCAN RANCH ON THE PATTERSONS
 FR0588'WELL ROAD, 25 FEET NORTHWEST OF THE NORTHWEST BANK OF A WASH, 21 FEET
 FR0588'NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE BOTTOM OF A LARGE
 FR0588'ROCK CAIRN, IN THE TOP OF A SMALL BLACK BOULDER, AND ABOUT 5 INCHES
 FR0588'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FR0588'STAMPED RS 24 1935.
 FR0588
 FR0588                          STATION RECOVERY (1955)
 FR0588
 FR0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0588'RECOVERED IN GOOD CONDITION.
 FR0588
 FR0588                          STATION RECOVERY (2000)
 FR0588
 FR0588'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FR0588'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FR0588'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0648 ***********************************************************************
 FR0648  DESIGNATION -  RS 5
 FR0648  PID         -  FR0648
 FR0648  STATE/COUNTY-  AZ/MOHAVE
 FR0648  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0648
 FR0648                         *CURRENT SURVEY CONTROL
 FR0648  ___________________________________________________________________
 FR0648* NAD 83(1986)-  35 37 03.     (N)    113 37 46.     (W)     SCALED    
 FR0648* NAVD 88     -      1542.123  (meters)    5059.45   (feet)  POSTED    
 FR0648  ___________________________________________________________________
 FR0648  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FR0648  DYNAMIC HT  -        1540.200 (meters)    5053.14  (feet)  COMP
 FR0648  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 FR0648
 FR0648  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0648
 FR0648.The horizontal coordinates were scaled from a topographic map and have
 FR0648.an estimated accuracy of +/- 6 seconds.
 FR0648
 FR0648.The orthometric height was determined by differential leveling
 FR0648.and adjusted by the  in 1992.
 FR0648.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0648.rate of 0.0 thru 1.0 mm/km.
 FR0648
 FR0648.The geoid height was determined by GEOID03.
 FR0648
 FR0648.The dynamic height is computed by dividing the NAVD 88
 FR0648.geopotential number by the normal gravity value computed on the
 FR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0648.degrees latitude (g = 980.6199 gals.).
 FR0648
 FR0648.The modeled gravity was interpolated from observed gravity values.
 FR0648
 FR0648;                    North         East    Units  Estimated Accuracy
 FR0648;SPC AZ W     -   512,100.      224,280.      MT  (+/- 180 meters Scaled)
 FR0648
 FR0648                          SUPERSEDED SURVEY CONTROL
 FR0648
 FR0648  NGVD 29 (??/??/92) 1541.207  (m)         5056.44   (f) ADJ UNCH    2 0
 FR0648
 FR0648.Superseded values are not recommended for survey control.
 FR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0648.See file dsdata.txt to determine how the superseded data were derived.
 FR0648
 FR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE618447(NAD 83)
 FR0648_MARKER: DD = SURVEY DISK
 FR0648_SETTING: 80 = SET IN A BOULDER
 FR0648_SP_SET: BOULDER
 FR0648_STAMPING: RS 5 1926
 FR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0648+STABILITY: SURFACE MOTION
 FR0648
 FR0648  HISTORY     - Date     Condition        Report By
 FR0648  HISTORY     - 1926     MONUMENTED       USGS
 FR0648
 FR0648                          STATION DESCRIPTION
 FR0648
 FR0648'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FR0648'14.3 MI NW FROM PEACH SPRINGS.
 FR0648'ABOUT 14.3 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0648'COUNTY, ABOUT 0.4 MILE SOUTHEAST OF A GATE AND AN EAST-AND-WEST FENCE
 FR0648'CROSSING, ABOUT 100 YARDS NORTH OF A CURVE, 30 FEET NORTHEAST OF THE
 FR0648'CENTER LINE OF THE ROAD, 25 FEET NORTH OF THE CENTER LINE OF A
 FR0648'DRAINAGE DITCH, 18 FEET NORTH OF A SMALL CEDAR TREE, IN THE TOP OF A
 FR0648'MALPAIS BOULDER, AND ABOUT 8 INCHES ABOVE THE GROUND.  A UNITED STATES
 FR0648'GEOLOGICAL SURVEY STANDARD DISK, STAMPED RS 5 1926.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1552 ***********************************************************************
 DA1552  DESIGNATION -  RUBY
 DA1552  PID         -  DA1552
 DA1552  STATE/COUNTY-  AZ/MARICOPA
 DA1552  USGS QUAD   -  GILA BEND (1973)
 DA1552
 DA1552                         *CURRENT SURVEY CONTROL
 DA1552  ___________________________________________________________________
 DA1552* NAD 83(1992)-  32 54 04.17502(N)    112 42 53.05562(W)     ADJUSTED  
 DA1552* NAVD 88     -       251.3    (meters)     824.     (feet)  VERTCON   
 DA1552  ___________________________________________________________________
 DA1552  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DA1552  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA1552  HORZ ORDER  -  FIRST
 DA1552
 DA1552.The horizontal coordinates were established by classical geodetic methods
 DA1552.and adjusted by the National Geodetic Survey in August 1993.
 DA1552
 DA1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1552
 DA1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1552
 DA1552.The geoid height was determined by GEOID03.
 DA1552
 DA1552;                    North         East     Units Scale Factor Converg.
 DA1552;SPC AZ C     -   211,073.348   138,701.120   MT  0.99996871   -0 26 00.7
 DA1552;SPC AZ C     -   692,497.86    455,056.17   iFT  0.99996871   -0 26 00.7
 DA1552;UTM  12      - 3,641,633.371   339,628.094   MT  0.99991713   -0 55 53.9
 DA1552
 DA1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1552!SPC AZ C     -   0.99996546  x   0.99996871  =   0.99993417
 DA1552!UTM  12      -   0.99996546  x   0.99991713  =   0.99988259
 DA1552
 DA1552|---------------------------------------------------------------------|
 DA1552| PID    Reference Object                     Distance      Geod. Az  |
 DA1552|                                                           dddmmss.s |
 DA1552| CH5362 RUBY RM 1                            21.547 METERS 03042     |
 DA1552| DA1553 RUBY RM A                            26.720 METERS 15747     |
 DA1552| CH5363 RUBY RM 2                            16.640 METERS 29646     |
 DA1552| DA0645 N 298                                              3563702.1 |
 DA1552|---------------------------------------------------------------------|
 DA1552
 DA1552                          SUPERSEDED SURVEY CONTROL
 DA1552
 DA1552  NAD 83(1986)-  32 54 04.16727(N)    112 42 53.06011(W) AD(       ) 1
 DA1552  NAD 27      -  32 54 04.00086(N)    112 42 50.46378(W) AD(       ) 1
 DA1552  NGVD 29 (07/19/86)  250.7    (m)          823.     (f) VERT ANG    3  
 DA1552
 DA1552.Superseded values are not recommended for survey control.
 DA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1552.See file dsdata.txt to determine how the superseded data were derived.
 DA1552
 DA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3962841633(NAD 83)
 DA1552_MARKER: DS = TRIANGULATION STATION DISK
 DA1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1552+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1552
 DA1552  HISTORY     - Date     Condition        Report By
 DA1552  HISTORY     - 1971     MONUMENTED       NGS
 DA1552  HISTORY     - 20060220 GOOD             USPSQD
 DA1552
 DA1552                          STATION DESCRIPTION
 DA1552
 DA1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1552'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF GILA BEND, 1.5 MILES
 DA1552'EAST OF STATE HIGHWAY 85, 1 MILE NORTHEAST OF THE GILA BEND
 DA1552'AUXILIARY AIR FORCE BASE AND ON U.S. GOVERNMENT PROPERTY.
 DA1552'
 DA1552'TO REACH THE STATION FROM THE INTERSECTION OF PIMA STREET AND
 DA1552'MARTIN AVENUE IN GILA BEND GO SOUTH ON MARTIN AVENUE FOR 0.5 MILE
 DA1552'TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND CONTINUE SOUTH ON
 DA1552'GRAVELED ROAD FOR 0.4 MILE TO THE OVERPASSES OF INTERSTATE HIGHWAY
 DA1552'8.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.4 MILES TO THE
 DA1552'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE ROAD FOR 0.85 MILE
 DA1552'TO THE STATION ON THE LEFT AS DESCRIBED.
 DA1552'
 DA1552'THE STATION MARK AND UNDERGROUND MARK ARE STANDARD DISKS STAMPED
 DA1552'RUBY 1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DA1552'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 182 FEET WEST OF THE
 DA1552'CENTER OF THE GRAVELED ROAD AND 4.8 FEET WEST OF A METAL WITNESS
 DA1552'POST WITH SIGN ATTACHED.
 DA1552'
 DA1552'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RUBY NO 1 1971, SET IN
 DA1552'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 DA1552'INCHES.  IT IS 133 FEET WEST OF THE CENTER OF THE ROAD AND 73 FEET
 DA1552'NORTH EAST OF THE WITNESS POST.
 DA1552'
 DA1552'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RUBY NO 2 1971, SET IN
 DA1552'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 DA1552'INCHES AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK,
 DA1552'IT IS 224 FEET WEST OF THE CENTER OF THE ROAD AND 50 FEET
 DA1552'NORTHWEST OF THE WITNESS POST.
 DA1552'
 DA1552'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED N 298 1951,
 DA1552'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DA1552'PROJECTS 7 INCHES.  IT IS 31.5 FEET EAST OF THE CENTER OF THE
 DA1552'GRAVELED ROAD, 4.7 FEET SOUTH-SOUTHWEST OF A 6-INCH WOOD FENCE
 DA1552'POST AND 1.7 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1552'
 DA1552'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 DA1552'
 DA1552'HEIGHT OF LIGHT ABOVE STATION MARK 14.4 METERS.
 DA1552
 DA1552                          STATION RECOVERY (2006)
 DA1552
 DA1552'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1552'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1553 ***********************************************************************
 DA1553  DESIGNATION -  RUBY RM A
 DA1553  PID         -  DA1553
 DA1553  STATE/COUNTY-  AZ/MARICOPA
 DA1553  USGS QUAD   -  GILA BEND (1973)
 DA1553
 DA1553                         *CURRENT SURVEY CONTROL
 DA1553  ___________________________________________________________________
 DA1553* NAD 83(1992)-  32 54 03.37203(N)    112 42 52.66693(W)     ADJUSTED  
 DA1553* NAVD 88     -       251.1    (meters)     824.     (feet)  VERTCON   
 DA1553  ___________________________________________________________________
 DA1553  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DA1553  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA1553  HORZ ORDER  -  FIRST
 DA1553
 DA1553.The horizontal coordinates were established by classical geodetic methods
 DA1553.and adjusted by the National Geodetic Survey in August 1993.
 DA1553
 DA1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1553
 DA1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1553
 DA1553.The geoid height was determined by GEOID03.
 DA1553
 DA1553;                    North         East     Units Scale Factor Converg.
 DA1553;SPC AZ C     -   211,048.536   138,711.033   MT  0.99996869   -0 26 00.5
 DA1553;SPC AZ C     -   692,416.46    455,088.69   iFT  0.99996869   -0 26 00.5
 DA1553;UTM  12      - 3,641,608.475   339,637.791   MT  0.99991709   -0 55 53.6
 DA1553
 DA1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1553!SPC AZ C     -   0.99996549  x   0.99996869  =   0.99993418
 DA1553!UTM  12      -   0.99996549  x   0.99991709  =   0.99988258
 DA1553
 DA1553:                Primary Azimuth Mark                     Grid Az
 DA1553:SPC AZ C     -  JIM                                      087 58 49.1
 DA1553:UTM  12      -  JIM                                      088 28 42.2
 DA1553
 DA1553|---------------------------------------------------------------------|
 DA1553| PID    Reference Object                     Distance      Geod. Az  |
 DA1553|                                                           dddmmss.s |
 DA1553| DA0650 JIM                                 APPROX.16.9 KM 0873248.6 |
 DA1553| DA1552 RUBY                                 26.720 METERS 33747     |
 DA1553|---------------------------------------------------------------------|
 DA1553
 DA1553                          SUPERSEDED SURVEY CONTROL
 DA1553
 DA1553  NAD 83(1986)-  32 54 03.36442(N)    112 42 52.67148(W) AD(       ) 1
 DA1553  NAD 27      -  32 54 03.19785(N)    112 42 50.07508(W) AD(       ) 1
 DA1553  NGVD 29 (07/19/86)  250.5    (m)          822.     (f) VERT ANG    3  
 DA1553
 DA1553.Superseded values are not recommended for survey control.
 DA1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1553.See file dsdata.txt to determine how the superseded data were derived.
 DA1553
 DA1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3963841608(NAD 83)
 DA1553_MARKER: DS = TRIANGULATION STATION DISK
 DA1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1553+STABILITY: SURFACE MOTION
 DA1553
 DA1553  HISTORY     - Date     Condition        Report By
 DA1553  HISTORY     - 1971     MONUMENTED       NGS
 DA1553
 DA1553                          STATION DESCRIPTION
 DA1553
 DA1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1553'THE STATION IS ABOUT 3 MILES SOUTH OF GILA BEND, 1.5 MILES EAST OF
 DA1553'STATE HIGHWAY 85, 1 MILE NORTHEAST OF THE GILA BEND AUXILIARY AIR
 DA1553'FORCE BASE AND ON U.S. GOVERNMENT PROPERTY.
 DA1553'
 DA1553'THE SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD TRIANGULATION
 DA1553'STATION DISKS STAMPED RUBY RM A 1971, WITH THE SURFACE MARK SET IN
 DA1553'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES
 DA1553'ABOVE THE GROUND.  IT IS 162 FEET WEST OF THE CENTER OF A GRAVEL
 DA1553'ROAD AND 90 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 DA1553'ATTACHED.
 DA1553'
 DA1553'FOR ROUTE TO REACH THE STATION SEE DESCRIPTION FOR TRIANGULATION
 DA1553'STATION RUBY.
 DA1553'
 DA1553'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RUBY THE
 DA1553'DISTANCE BEING 26,7199 METERS OR 87.664 FEET, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0471 ***********************************************************************
 ER0471  DESIGNATION -  RUDD
 ER0471  PID         -  ER0471
 ER0471  STATE/COUNTY-  AZ/APACHE
 ER0471  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0471
 ER0471                         *CURRENT SURVEY CONTROL
 ER0471  ___________________________________________________________________
 ER0471* NAD 83(1992)-  34 01 35.50658(N)    109 11 13.40733(W)     ADJUSTED  
 ER0471* NAVD 88     -      2360.3    (meters)    7744.     (feet)  VERTCON   
 ER0471  ___________________________________________________________________
 ER0471  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 ER0471  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 ER0471  HORZ ORDER  -  SECOND
 ER0471
 ER0471.The horizontal coordinates were established by classical geodetic methods
 ER0471.and adjusted by the National Geodetic Survey in August 1993.
 ER0471
 ER0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0471
 ER0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0471
 ER0471.The geoid height was determined by GEOID03.
 ER0471
 ER0471;                    North         East     Units Scale Factor Converg.
 ER0471;SPC AZ E     -   336,029.070   303,825.444   MT  1.00000085   +0 32 53.5
 ER0471;SPC AZ E     - 1,102,457.58    996,802.64   iFT  1.00000085   +0 32 53.5
 ER0471;UTM  12      - 3,766,579.645   667,379.761   MT  0.99994537   +1 00 53.0
 ER0471
 ER0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0471!SPC AZ E     -   0.99963310  x   1.00000085  =   0.99963395
 ER0471!UTM  12      -   0.99963310  x   0.99994537  =   0.99957849
 ER0471
 ER0471:                Primary Azimuth Mark                     Grid Az
 ER0471:SPC AZ E     -  COLTER                                   181 02 20.1
 ER0471:UTM  12      -  COLTER                                   180 34 20.6
 ER0471
 ER0471|---------------------------------------------------------------------|
 ER0471| PID    Reference Object                     Distance      Geod. Az  |
 ER0471|                                                           dddmmss.s |
 ER0471| DT0719 COLTER                              APPROX. 4.4 KM 1813513.6 |
 ER0471| CD2634 RUDD RM 1                             9.429 METERS 19714     |
 ER0471| CD2635 RUDD RM 2                            12.397 METERS 29551     |
 ER0471|---------------------------------------------------------------------|
 ER0471
 ER0471                          SUPERSEDED SURVEY CONTROL
 ER0471
 ER0471  NAD 83(1986)-  34 01 35.50551(N)    109 11 13.41231(W) AD(       ) 2
 ER0471  NAD 27      -  34 01 35.33037(N)    109 11 11.11611(W) AD(       ) 2
 ER0471  NGVD 29 (07/19/86) 2359.3    (m)         7740.     (f) VERT ANG    3  
 ER0471
 ER0471.Superseded values are not recommended for survey control.
 ER0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0471.See file dsdata.txt to determine how the superseded data were derived.
 ER0471
 ER0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6738066580(NAD 83)
 ER0471_MARKER: DD = SURVEY DISK
 ER0471_SETTING: 66 = SET IN ROCK OUTCROP
 ER0471_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ER0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0471+STABILITY: POSITION/ELEVATION WELL
 ER0471
 ER0471  HISTORY     - Date     Condition        Report By
 ER0471  HISTORY     - 1978     MONUMENTED       AZDT
 ER0471
 ER0471                          STATION DESCRIPTION
 ER0471
 ER0471'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0471'THE STATION IS ABOUT 9 MILES EAST SOUTHEAST OF SPRINGERVILLE
 ER0471'ABOUT 1200 FEET WEST OF U.S. HWY. 180-666 ON A NOSE OF A
 ER0471'PROMINENT MESA.
 ER0471'
 ER0471'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED RUDD 1978
 ER0471'AND IS EPOXIED IN A DRILL HOLE TO A ROCK, MARKED WITH A WITNESS
 ER0471'POST AND SIGN 5.7 FEET TO THE EAST.
 ER0471'
 ER0471'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED RUDD
 ER0471'RM 1 1978 AND IS EPOXIED TO A ROCK.
 ER0471'
 ER0471'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED RUDD
 ER0471'RM 2 1978 AND IS EPOXIED TO A ROCK.
 ER0471'
 ER0471'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 60
 ER0471'AND 180-666, 0.7 MILE EAST OF SPRINGERVILLE, TRAVEL SOUTH ON
 ER0471'HWY. 180-666 11.1 MILES TO MILE POST 411.65 AND A GATE ON YOUR
 ER0471'RIGHT, PASS THROUGH GATE, CROSSING OVER CATTLE GUARD (THERE IS
 ER0471'AN OLD SAWDUST BURNER ON LEFT OF HWY.), CONTINUE ON ROAD WHICH
 ER0471'IS AN OLD HWY. PIT HAUL ROAD FOR 2.0 MILES.  AT THIS POINT YOU
 ER0471'ARE AT TOP OF A MESA AND JUST EAST OF GRAVEL PIT IS A LONE
 ER0471'CEDAR TREE, TURN RIGHT AT TREE AND TRAVEL EAST ACROSS COUNTRY
 ER0471'FOR 0.5 MILE TO A PROMINENT NOSE OF MESA AND THE STATION.
 ER0471'
 ER0471'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0906 ***********************************************************************
 EU0906  DESIGNATION -  RUDY
 EU0906  PID         -  EU0906
 EU0906  STATE/COUNTY-  AZ/MOHAVE
 EU0906  USGS QUAD   -  YUCCA SE (1970)
 EU0906
 EU0906                         *CURRENT SURVEY CONTROL
 EU0906  ___________________________________________________________________
 EU0906* NAD 83(1992)-  34 48 29.98084(N)    114 03 48.23763(W)     ADJUSTED  
 EU0906* NAVD 88     -       723.7    (meters)    2374.     (feet)  VERTCON   
 EU0906  ___________________________________________________________________
 EU0906  LAPLACE CORR-           7.78  (seconds)                    DEFLEC99
 EU0906  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EU0906  HORZ ORDER  -  SECOND
 EU0906
 EU0906.The horizontal coordinates were established by classical geodetic methods
 EU0906.and adjusted by the National Geodetic Survey in August 1993.
 EU0906
 EU0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0906
 EU0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0906
 EU0906.The geoid height was determined by GEOID03.
 EU0906
 EU0906;                    North         East     Units Scale Factor Converg.
 EU0906;SPC AZ W     -   422,371.323   184,685.656   MT  0.99994346   -0 10 44.0
 EU0906;SPC AZ W     - 1,385,732.69    605,924.07   iFT  0.99994346   -0 10 44.0
 EU0906;UTM  11      - 3,855,719.476   768,634.327   MT  1.00048953   +1 40 38.3
 EU0906;UTM  12      - 3,856,066.598   219,762.586   MT  1.00056805   -1 44 59.4
 EU0906
 EU0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0906!SPC AZ W     -   0.99989106  x   0.99994346  =   0.99983452
 EU0906!UTM  11      -   0.99989106  x   1.00048953  =   1.00038054
 EU0906!UTM  12      -   0.99989106  x   1.00056805  =   1.00045905
 EU0906
 EU0906|---------------------------------------------------------------------|
 EU0906| PID    Reference Object                     Distance      Geod. Az  |
 EU0906|                                                           dddmmss.s |
 EU0906| CC6401 RUDY RM 1                            10.798 METERS 02601     |
 EU0906| CC6402 RUDY RM 2                             5.118 METERS 07027     |
 EU0906| EU0905 FLAT TOP                            APPROX. 3.5 KM 1222457.8 |
 EU0906| EU0904 LOS ANGELES PRESCOTT AWY BN 28      APPROX. 5.8 KM 2522706.5 |
 EU0906|---------------------------------------------------------------------|
 EU0906
 EU0906                          SUPERSEDED SURVEY CONTROL
 EU0906
 EU0906  NAD 83(1986)-  34 48 29.98126(N)    114 03 48.24533(W) AD(       ) 2
 EU0906  NAD 27      -  34 48 29.95600(N)    114 03 45.43000(W) AD(       ) 2
 EU0906  NGVD 29 (07/19/86)  723.0    (m)         2372.     (f) VERT ANG    3  
 EU0906
 EU0906.Superseded values are not recommended for survey control.
 EU0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0906.See file dsdata.txt to determine how the superseded data were derived.
 EU0906
 EU0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6863455719(NAD 83)
 EU0906_MARKER: DS = TRIANGULATION STATION DISK
 EU0906_SETTING: 66 = SET IN ROCK OUTCROP
 EU0906
 EU0906  HISTORY     - Date     Condition        Report By
 EU0906  HISTORY     - 1948     MONUMENTED       USGS
 EU0906  HISTORY     - 1968     GOOD             AZHD
 EU0906
 EU0906                          STATION DESCRIPTION
 EU0906
 EU0906'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FAR)
 EU0906'THE STATION IS ABOUT 7-1/4 MILES SOUTHEAST OF YUCCA, 1/2 MILE
 EU0906'WEST OF THE TUCCA-SIGNAL ROAD, ON A SHORT LOW GRANITE RIDGE.
 EU0906'
 EU0906'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY ON THE SIGNAL
 EU0906'ROAD FOR 2.7 MILES TO A FORK.  KEEP RIGHT TOWARDS SIGNAL FOR
 EU0906'4.7 MILES TO A SMALL WASH.  TURN RIGHT OFF ROAD AND UP WASH
 EU0906'WESTERLY FOR 0.65 MILE TO THE FOOT OF THE RIDGE AND THE END
 EU0906'OF TRUCK TRAVEL.  PACK SOUTHWESTERLY UP THE RIDGE TO ITS
 EU0906'HIGHEST POINT AND THE STATION.  A 5 MINUTE PACK.
 EU0906'
 EU0906'THE STATION IS A STANDARD BRONZE GEOLOGICAL SURVEY DISK SET
 EU0906'IN OUTCROP ON THE HIGHEST POINT OF THE RIDGE AND IS STAMPED
 EU0906'RUDY 1926.
 EU0906'
 EU0906'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 EU0906'IN A 1-1/2 X 3 FOOT BOULDER ABOUT 12 FEET LOWER THAN THE
 EU0906'STATION.  IT IS STAMPED RUDY USGS NO 1 1948.
 EU0906'
 EU0906'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 EU0906'IN A 3 FOOT BOULDER PROJECTING ABOUT 3 FEET, AND IS ABOUT THE
 EU0906'SAME ELEVATION AS THE STATION.  IT IS STAMPED RUDY USGS NO 2
 EU0906'1948.
 EU0906'
 EU0906'STATION FLAT TOP 1945 CAN BE USED FOR THE AZIMUTH MARK.
 EU0906
 EU0906                          STATION RECOVERY (1968)
 EU0906
 EU0906'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 EU0906'GENERAL LOCATION THE STATION AND REFERENCE MARKS WERE RECOVERED,
 EU0906'AS DESCRIBED, IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 EU0906'
 EU0906'TO REACH THE STATION FROM YUCCA GO SOUTHEASTERLY ON THE
 EU0906'SIGNAL ROAD FOR 2.70 MILES TO A FORK, KEEP RIGHT TOWARDS
 EU0906'SIGNAL FOR 4.0 MILES TO A SMALL WASH.  TURN RIGHT OFF ROAD AND DOWN
 EU0906'WASH WESTERLY FOR 0.65 MILE TO THE FOOT OF THE RIDGE AND
 EU0906'END OF TRUCK TRAVEL.  PACK SOUTH WESTERLY UP THE RIDGE TO THE
 EU0906'HIGHEST POINT AND STATION.  A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0272 ***********************************************************************
 GO0272  DESIGNATION -  RUIN
 GO0272  PID         -  GO0272
 GO0272  STATE/COUNTY-  AZ/APACHE
 GO0272  USGS QUAD   -  WHITE AREA CANYON (1982)
 GO0272
 GO0272                         *CURRENT SURVEY CONTROL
 GO0272  ___________________________________________________________________
 GO0272* NAD 83(1992)-  36 42 05.14648(N)    109 24 16.14369(W)     ADJUSTED  
 GO0272* NAVD 88     -      1954.8    (meters)    6413.     (feet)  VERTCON   
 GO0272  ___________________________________________________________________
 GO0272  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 GO0272  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GO0272  HORZ ORDER  -  THIRD
 GO0272
 GO0272.The horizontal coordinates were established by classical geodetic methods
 GO0272.and adjusted by the National Geodetic Survey in August 1993.
 GO0272
 GO0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0272
 GO0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0272
 GO0272.The geoid height was determined by GEOID03.
 GO0272
 GO0272;                    North         East     Units Scale Factor Converg.
 GO0272;SPC AZ E     -   632,610.323   281,461.231   MT  0.99995712   +0 27 19.9
 GO0272;SPC AZ E     - 2,075,493.19    923,429.24   iFT  0.99995712   +0 27 19.9
 GO0272;UTM  12      - 4,062,937.957   642,521.155   MT  0.99985025   +0 57 13.4
 GO0272
 GO0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0272!SPC AZ E     -   0.99969651  x   0.99995712  =   0.99965365
 GO0272!UTM  12      -   0.99969651  x   0.99985025  =   0.99954681
 GO0272
 GO0272:                Primary Azimuth Mark                     Grid Az
 GO0272:SPC AZ E     -  LUKA                                     139 20 43.3
 GO0272:UTM  12      -  LUKA                                     138 50 49.8
 GO0272
 GO0272|---------------------------------------------------------------------|
 GO0272| PID    Reference Object                     Distance      Geod. Az  |
 GO0272|                                                           dddmmss.s |
 GO0272| GO0259 LUKA                                APPROX.28.7 KM 1394803.2 |
 GO0272|---------------------------------------------------------------------|
 GO0272
 GO0272                          SUPERSEDED SURVEY CONTROL
 GO0272
 GO0272  NAD 83(1992)-  36 42 05.14409(N)    109 24 16.14384(W) AD(       ) 3
 GO0272  NAD 83(1986)-  36 42 05.14297(N)    109 24 16.14355(W) AD(       ) 3
 GO0272  NGVD 29 (08/22/88) 1953.8    (m)         6410.     (f) VERT ANG    3  
 GO0272
 GO0272.Superseded values are not recommended for survey control.
 GO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0272.See file dsdata.txt to determine how the superseded data were derived.
 GO0272
 GO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF4252162938(NAD 83)
 GO0272_MARKER: DS = TRIANGULATION STATION DISK
 GO0272_SETTING: 80 = SET IN A BOULDER
 GO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0272+STABILITY: SURFACE MOTION
 GO0272
 GO0272  HISTORY     - Date     Condition        Report By
 GO0272  HISTORY     - 1949     MONUMENTED       USGS
 GO0272
 GO0272                          STATION DESCRIPTION
 GO0272
 GO0272'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0272'LOCATED ABOUT 12 MI NNE. OF ROUND ROCK, 7.0 MI S. OF SWEETWATER
 GO0272'TRADING POST, 0.2 MI SE. OF OLD HOGAN.  ON HIGH POINT OF MESA.
 GO0272'
 GO0272'TO REACH FROM ROCK POINT TRADING POST, DRIVE 0.2 MI N. TO
 GO0272'SHIPROCK RD.  TURN RIGHT 6.4 MI NE.  TURN RIGHT 0.5 MI SE. TO
 GO0272'WINDMILL AND TANK, CONTINUE SE. 6.6 MI ON OLD MINING RD.  TURN
 GO0272'SHARP ON DIM RD. 0.7 MI TO OLD HOGAN.  STATION IS 0.2 MI SE. AT
 GO0272'NORTHEAST EDGE OF OLD RUINS.
 GO0272'
 GO0272'STATION MARK--STANDARD TABLET STAMPED---RUIN 1949---, CEMENTED IN
 GO0272'ROCK 0.6 FT BELOW GROUND.
 GO0272'
 GO0272'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN ROCK, 4.5 FT
 GO0272'LOWER THAN STATION MARK.
 GO0272'
 GO0272'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN ROCK, 0.5 FT
 GO0272'HIGHER THAN STATION MARK.
 GO0272'
 GO0272'1978 RECV FROM FORM 9-1165--STATION MARK BOULDER LOOSE, RMS NOT
 GO0272'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0937 ***********************************************************************
 ES0937  DESIGNATION -  RUIN
 ES0937  PID         -  ES0937
 ES0937  STATE/COUNTY-  AZ/GILA
 ES0937  USGS QUAD   -  DIAMOND POINT (1973)
 ES0937
 ES0937                         *CURRENT SURVEY CONTROL
 ES0937  ___________________________________________________________________
 ES0937* NAD 83(1992)-  34 17 24.85267(N)    111 07 56.15298(W)     ADJUSTED  
 ES0937* NAVD 88     -      1782.2    (meters)    5847.     (feet)  VERTCON   
 ES0937  ___________________________________________________________________
 ES0937  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 ES0937  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ES0937  HORZ ORDER  -  SECOND
 ES0937
 ES0937.The horizontal coordinates were established by classical geodetic methods
 ES0937.and adjusted by the National Geodetic Survey in August 1993.
 ES0937
 ES0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0937
 ES0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0937
 ES0937.The geoid height was determined by GEOID03.
 ES0937
 ES0937;                    North         East     Units Scale Factor Converg.
 ES0937;SPC AZ E     -   365,267.193   124,465.310   MT  0.99999738   -0 32 38.5
 ES0937;SPC AZ E     - 1,198,383.18    408,350.75   iFT  0.99999738   -0 32 38.5
 ES0937;UTM  12      - 3,794,345.541   487,827.334   MT  0.99960183   -0 04 28.3
 ES0937
 ES0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0937!SPC AZ E     -   0.99972421  x   0.99999738  =   0.99972159
 ES0937!UTM  12      -   0.99972421  x   0.99960183  =   0.99932615
 ES0937
 ES0937|---------------------------------------------------------------------|
 ES0937| PID    Reference Object                     Distance      Geod. Az  |
 ES0937|                                                           dddmmss.s |
 ES0937| DZ1425 RUIN RM 1                            16.062 METERS 04132     |
 ES0937| DZ1426 RUIN RM 2                            10.224 METERS 24633     |
 ES0937| ES0933 POWERS                              APPROX. 2.8 KM 2493313.0 |
 ES0937|---------------------------------------------------------------------|
 ES0937
 ES0937                          SUPERSEDED SURVEY CONTROL
 ES0937
 ES0937  NAD 83(1986)-  34 17 24.84778(N)    111 07 56.15982(W) AD(       ) 2
 ES0937  NGVD 29 (08/03/87) 1781.3    (m)         5844.     (f) VERT ANG    3  
 ES0937
 ES0937.Superseded values are not recommended for survey control.
 ES0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0937.See file dsdata.txt to determine how the superseded data were derived.
 ES0937
 ES0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8782794346(NAD 83)
 ES0937_MARKER: DS = TRIANGULATION STATION DISK
 ES0937_SETTING: 66 = SET IN ROCK OUTCROP
 ES0937_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0937+STABILITY: POSITION/ELEVATION WELL
 ES0937
 ES0937  HISTORY     - Date     Condition        Report By
 ES0937  HISTORY     - 1984     MONUMENTED       AZDT
 ES0937
 ES0937                          STATION DESCRIPTION
 ES0937
 ES0937'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0937'THE STATION IS LOCATED 12 MILES NORTHEAST OF PAYSON ON TOP OF A
 ES0937'CONICAL SHAPED PEAK WHICH IS SOUTH OF STATE ROUTE 260 AND SOUTH OF
 ES0937'LITTLE GREEN VALLEY.
 ES0937'
 ES0937'THE STATION MARK IS AN AZDT DISK STAMPED---RUIN 1984---.  IT IS SET IN
 ES0937'A DRILL HOLE IN AN OUTCROP OF BEDROCK 8 FEET SOUTHWEST OF THE WITNESS
 ES0937'POST.
 ES0937'
 ES0937'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---RUIN RM 1 1984---.  IT IS
 ES0937'SET IN A DRILL HOLE IN ROCK.
 ES0937'
 ES0937'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---RUIN RM 2 1984---.  IT IS
 ES0937'SET IN A DRILL HOLE IN ROCK.
 ES0937'
 ES0937'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0937'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN LEFT AND TRAVEL
 ES0937'NORTH FOR 0.7 MILE TO THE JUNCTION WITH STATE ROUTE 260.  TURN RIGHT
 ES0937'AND TRAVEL EAST ALONG SR 260 FOR 12.35 MILES TO MILE POST 264.25 AND A
 ES0937'TRAFFIC PULLOUT AREA ON THE RIGHT AND END OF TRUCK TRAVEL AT THE FOOT
 ES0937'OF A ROCKY CONICAL PEAK.  PACK SOUTH UP NORTH SIDE OF PEAK TO TOP AND
 ES0937'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0871 ***********************************************************************
 FR0871  DESIGNATION -  RUINS
 FR0871  PID         -  FR0871
 FR0871  STATE/COUNTY-  AZ/COCONINO
 FR0871  USGS QUAD   -  HOWARD MESA (1989)
 FR0871
 FR0871                         *CURRENT SURVEY CONTROL
 FR0871  ___________________________________________________________________
 FR0871* NAD 83(1992)-  35 24 03.91913(N)    112 09 52.71646(W)     ADJUSTED  
 FR0871* NAVD 88     -      2030.0    (meters)    6660.     (feet)  VERTCON   
 FR0871  ___________________________________________________________________
 FR0871  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 FR0871  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0871  HORZ ORDER  -  SECOND
 FR0871
 FR0871.The horizontal coordinates were established by classical geodetic methods
 FR0871.and adjusted by the National Geodetic Survey in August 1993.
 FR0871
 FR0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0871
 FR0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0871
 FR0871.The geoid height was determined by GEOID03.
 FR0871
 FR0871;                    North         East     Units Scale Factor Converg.
 FR0871;SPC AZ C     -   488,096.483   190,835.898   MT  0.99990625   -0 08 37.1
 FR0871;SPC AZ C     - 1,601,366.41    626,102.03   iFT  0.99990625   -0 08 37.1
 FR0871;UTM  12      - 3,918,146.454   394,243.130   MT  0.99973783   -0 40 29.1
 FR0871
 FR0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0871!SPC AZ C     -   0.99968518  x   0.99990625  =   0.99959145
 FR0871!UTM  12      -   0.99968518  x   0.99973783  =   0.99942309
 FR0871
 FR0871|---------------------------------------------------------------------|
 FR0871| PID    Reference Object                     Distance      Geod. Az  |
 FR0871|                                                           dddmmss.s |
 FR0871| CH3244 RUINS RM 1                           10.712 METERS 02536     |
 FR0871| CH3245 RUINS RM 2                           12.333 METERS 10107     |
 FR0871| FR0850 LAKE                                APPROX.11.6 KM 3555034.3 |
 FR0871|---------------------------------------------------------------------|
 FR0871
 FR0871                          SUPERSEDED SURVEY CONTROL
 FR0871
 FR0871  NAD 83(1986)-  35 24 03.91704(N)    112 09 52.71197(W) AD(       ) 2
 FR0871  NAD 27      -  35 24 03.89358(N)    112 09 50.11534(W) AD(       ) 2
 FR0871  NGVD 29 (07/19/86) 2029.0    (m)         6657.     (f) VERT ANG    3  
 FR0871
 FR0871.Superseded values are not recommended for survey control.
 FR0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0871.See file dsdata.txt to determine how the superseded data were derived.
 FR0871
 FR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9424318146(NAD 83)
 FR0871_MARKER: DD = SURVEY DISK
 FR0871_SETTING: 66 = SET IN ROCK OUTCROP
 FR0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0871+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0871
 FR0871  HISTORY     - Date     Condition        Report By
 FR0871  HISTORY     - 1975     MONUMENTED       AZDT
 FR0871  HISTORY     - 20000715 GOOD             AZDT
 FR0871
 FR0871                          STATION DESCRIPTION
 FR0871
 FR0871'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0871'THE STATION IS ABOUT 10.7 MILES NORTH OF WILLIAMS ALONG ARIZONA
 FR0871'ROUTE 64 AND ABOUT 0.3 MILE EAST OF HIGHWAY.
 FR0871'
 FR0871'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED RUINS 1975
 FR0871'AND IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP.  THE STATION IS
 FR0871'4 FEET WEST OF A WITNESS POST AND SIGN.
 FR0871'
 FR0871'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RUINS
 FR0871'RM 1 1975 AND IS EPOXIED TO A ROCK OUTCROP.
 FR0871'
 FR0871'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RUINS
 FR0871'RM 2 1975 AND IS EPOXIED TO ROCK OUTCROP.
 FR0871'
 FR0871'TO REACH THE STATION FROM JUNCTION OF U.S. 66 AND ARIZONA HIGHWAY
 FR0871'64, 2 MILES EAST OF WILLIAMS, GO NORTH ON HIGHWAY 64 TO MILE POST
 FR0871'195.75 AND TO A DOUBLE WIRE GATE IN THE EAST RIGHT-OF-WAY FENCE, GO
 FR0871'THROUGH GATE ON A DIRT ROAD FOR 0.44 MILES, THEN TURN RIGHT ON
 FR0871'DIRT ROAD FOR 0.21 MILES TO A ROAD FORK.  WALK WEST ABOUT 500
 FR0871'FT. TOWARD THE HIGHWAY AND THE STATION.
 FR0871'
 FR0871'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0871
 FR0871                          STATION RECOVERY (2000)
 FR0871
 FR0871'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2180 ***********************************************************************
 DU2180  DESIGNATION -  RURAL
 DU2180  PID         -  DU2180
 DU2180  STATE/COUNTY-  AZ/MARICOPA
 DU2180  USGS QUAD   -  TEMPE (1982)
 DU2180
 DU2180                         *CURRENT SURVEY CONTROL
 DU2180  ___________________________________________________________________
 DU2180* NAD 83(1992)-  33 23 35.42237(N)    111 55 34.21087(W)     ADJUSTED  
 DU2180* NAVD 88     -       359.3    (meters)    1179.     (feet)  VERTCON   
 DU2180  ___________________________________________________________________
 DU2180  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DU2180  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2180  HORZ ORDER  -  FIRST
 DU2180
 DU2180.The horizontal coordinates were established by classical geodetic methods
 DU2180.and adjusted by the National Geodetic Survey in August 1993.
 DU2180
 DU2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2180
 DU2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2180
 DU2180.The geoid height was determined by GEOID03.
 DU2180
 DU2180;                    North         East     Units Scale Factor Converg.
 DU2180;SPC AZ C     -   265,353.225   212,475.961   MT  0.99990001   -0 00 18.8
 DU2180;SPC AZ C     -   870,581.45    697,099.61   iFT  0.99990001   -0 00 18.8
 DU2180;UTM  12      - 3,695,258.684   413,865.371   MT  0.99969147   -0 30 35.2
 DU2180
 DU2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2180!SPC AZ C     -   0.99994826  x   0.99990001  =   0.99984828
 DU2180!UTM  12      -   0.99994826  x   0.99969147  =   0.99963975
 DU2180
 DU2180|---------------------------------------------------------------------|
 DU2180| PID    Reference Object                     Distance      Geod. Az  |
 DU2180|                                                           dddmmss.s |
 DU2180| CH5365 RURAL RM 1                           12.515 METERS 10515     |
 DU2180| CH5364 RURAL AZ MK                                        1810123.3 |
 DU2180| DU2183 TT U 8                               31.918 METERS 19358     |
 DU2180| CH5366 RURAL RM 2                           27.177 METERS 25426     |
 DU2180| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 4.0 KM 3470228.6 |
 DU2180|---------------------------------------------------------------------|
 DU2180
 DU2180                          SUPERSEDED SURVEY CONTROL
 DU2180
 DU2180  NAD 83(1986)-  33 23 35.41601(N)    111 55 34.21576(W) AD(       ) 1
 DU2180  NAD 27      -  33 23 35.24810(N)    111 55 31.69530(W) AD(       ) 1
 DU2180  NGVD 29 (07/19/86)  358.7    (m)         1177.     (f) VERT ANG    3  
 DU2180
 DU2180.Superseded values are not recommended for survey control.
 DU2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2180.See file dsdata.txt to determine how the superseded data were derived.
 DU2180
 DU2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1386595259(NAD 83)
 DU2180_MARKER: DS = TRIANGULATION STATION DISK
 DU2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2180
 DU2180  HISTORY     - Date     Condition        Report By
 DU2180  HISTORY     - 1963     MONUMENTED       CGS
 DU2180  HISTORY     - 1971     GOOD             USE
 DU2180  HISTORY     - 1973     GOOD             NGS
 DU2180  HISTORY     - 1989     GOOD             USPSQD
 DU2180  HISTORY     - 20070928 MARK NOT FOUND   GEOCAC
 DU2180
 DU2180                          STATION DESCRIPTION
 DU2180
 DU2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2180'STATION IS LOCATED IN THE NORTHEAST CORNER OF INTERSECTION AT
 DU2180'SOUTHERN AVENUE AND RURAL ROAD WHICH IS 1.5 MILES SOUTH OF CENTER
 DU2180'OF TEMPE.
 DU2180'
 DU2180'TO REACH FROM MILL AVENUE AND 5TH STREET IN TEMPE, GO SOUTH ON
 DU2180'MILL AVENUE FOR 2.3 MILE TO SOUTHERN AVENUE, TURN LEFT AND GO
 DU2180'EAST ON SOUTHERN AVENUE FOR 0.8 MILE TO RURAL ROAD AND STATION IN
 DU2180'THE NORTHEAST CORNER OF INTERSECTION AS DESCRIBED.
 DU2180'
 DU2180'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED RURAL 1963,
 DU2180'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH
 DU2180'THE SURFACE OF THE GROUND.  THE MARK IS 79 FEET NORTH OF THE CENTER
 DU2180'OF SOUTHERN AVENUE, 42 FEET EAST OF THE CENTER OF RURAL ROAD, 13
 DU2180'FEET NORHT OF FENCE AND 4 FEET SUTH OF THE WITNESS POST.
 DU2180'
 DU2180'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK STAMPED RURAL NO 1
 DU2180'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DU2180'WITH THE SURFACE OF THE GROUND.  THE MARK IS 82 FEET EAST OF
 DU2180'CENTER OF RURAL ROAD, 68 FEET NORTH OF THE CENTER OF SOUTHERN
 DU2180'AVENUE, 42 FEET NORTHEAST OF THE WITNESS POST AND 1 FOOT NORTH
 DU2180'OF FENCE.
 DU2180'
 DU2180'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED RURAL NO 2
 DU2180'1963, IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF IRRIGATION
 DU2180'GATE CONTROL WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  THE
 DU2180'MARK IS 55 FEET NORTH OF THE CENTER OF SOUTHERN AVENUE AND 43
 DU2180'FEET WEST OF THE CENTER OF RURAL ROAD.
 DU2180'
 DU2180'AZIMUTH MARK, IS A ARIZONA HIGHWAY DEPARTMENT ELEVATION STATION
 DU2180'DISK WITH NO STAMPING.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 DU2180'AN IRRIGATION HEADWALL.  THE MARK IS 32 FEET EAST OF CENTER OF
 DU2180'CANAL DRIVE AND 24 FEET NORTH OF CETER OF EAST BASELINE ROAD.
 DU2180'
 DU2180'A TRAVERSE CONNECTION WAS MADE FROM RURAL TO TT U8 (AMS) AND THE
 DU2180'DISTANCE IS 104.72 FEET OR 31.918 METERS.
 DU2180'
 DU2180'TT U8 (AMS), IS A CORPS OF ENGINEERS ARMY MAP SERVICE DISK
 DU2180'STAMPED TT U8 1960, IS SET IN THE TOP OF A CONCRETE CYLINDER
 DU2180'WHICH IS SET BELOW THE SURFACE OF THE GROUND ABOUT 6 INCHES.  THE
 DU2180'MARK IS 23 FEET SOUTH OF THE CENTER OF SOUTHERN AVENUE, 19
 DU2180'FEET EAST OF THE CENTER OF RURAL ROAD AND 2.2 FEET NORTHWEST OF
 DU2180'A TELEPHONE POLE.
 DU2180'
 DU2180'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU2180
 DU2180                          STATION RECOVERY (1971)
 DU2180
 DU2180'RECOVERY NOTE BY US ENGINEERS 1971 (EMB)
 DU2180'RURAL - GOOD, R.M. 1 IS GONE.  R.M. 2 IS GONE (IRRIGATION GATE
 DU2180'CONTROL IS GONE.  TTT U8 (AMS) IS GONE (COVERED BY STREET
 DU2180'IMPROVEMENT).  AZI MK NOT SEARCHED FOR.  THE FENCE WHICH WAS 13
 DU2180'FT FROM THE STA IS GONE.  STATION IS NOW ABOUT 3 INCHES
 DU2180'BELOW SURFACE.  STA IS 20 FT N OF A TRAFFIC SIGNAL POST 7 FT E
 DU2180'OF THE E CURBLINE OF RURAL RD., AND 10 FT S OF A 24 IN
 DU2180'TREE.  THE REST OF THE DESCRIPTION IS ADEQUATE.
 DU2180
 DU2180                          STATION RECOVERY (1973)
 DU2180
 DU2180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2180'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DU2180'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED.  TT U8
 DU2180'(AMS) IS COVERED WITH PAVEMENT OR DESTROYED IN THE STREET
 DU2180'INTERSECTION.  TEMPE BUTTE IS INTERVISIBLE BY SETTING AN
 DU2180'INSTRUMENT ON THE STATION MARK ONLY.
 DU2180'
 DU2180'THE STATION MARK IS IN THE DESCRIBED AREA, 19 FEET NORTH OF A
 DU2180'TRAFFIC SIGNAL POLE, 12 FEET NORTH-NORTHEAST OF A JUNCTION BOX,
 DU2180'9 FEET SOUTH OF THE SOUTH 1 OF A ROW OF TREES, 7 FEET EAST OF
 DU2180'THE EAST CURB ALONG RURAL ROAD AND 4 FEET WEST OF THE SIDEWALK.
 DU2180'THE MARK IS AOBUT 2 INCHES BELOW THE GROUND SURFACE.  REFERENCE
 DU2180'MARK 1 IS ABOUT 2 INCHES BELOW THE GROUND SURFACE AND REFERENCE
 DU2180'MARK 2 IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 DU2180'STONE DECORATED IRRIGATION GATE WHICH IS ACROSS RURAL FROM THE
 DU2180'STATION.
 DU2180'
 DU2180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 DU2180'SOUTH OF TEMPE
 DU2180
 DU2180                          STATION RECOVERY (1989)
 DU2180
 DU2180'RECOVERY NOTE BY US POWER SQUADRON 1989 (JL)
 DU2180'RECOVERED IN GOOD CONDITION.
 DU2180
 DU2180                          STATION RECOVERY (2007)
 DU2180
 DU2180'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2180'DID NOT FIND THE STATION MARK, REFERENCE MARK 1 OR REFERENCE MARK 2.
 DU2180'AT THE ADJUSTED COORDINATES FOUND A NEW SIDEWALK DATED 1989 AND NEW
 DU2180'LANDSCAPING. DID NOT FIND ROW OF TREES OR IRRIGATION GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1364 ***********************************************************************
 FS1364  DESIGNATION -  RUSH
 FS1364  PID         -  FS1364
 FS1364  STATE/COUNTY-  AZ/MOHAVE
 FS1364  USGS QUAD   -  WHITE HILLS EAST (1989)
 FS1364
 FS1364                         *CURRENT SURVEY CONTROL
 FS1364  ___________________________________________________________________
 FS1364* NAD 83(1992)-  35 37 29.63607(N)    114 21 55.91803(W)     ADJUSTED  
 FS1364* NAVD 88     -      1043.3    (meters)    3423.     (feet)  VERTCON   
 FS1364  ___________________________________________________________________
 FS1364  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 FS1364  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS1364  HORZ ORDER  -  SECOND
 FS1364
 FS1364.The horizontal coordinates were established by classical geodetic methods
 FS1364.and adjusted by the National Geodetic Survey in August 1993.
 FS1364
 FS1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1364
 FS1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1364
 FS1364.The geoid height was determined by GEOID03.
 FS1364
 FS1364;                    North         East     Units Scale Factor Converg.
 FS1364;SPC AZ W     -   513,089.066   157,603.038   MT  0.99997163   -0 21 30.8
 FS1364;SPC AZ W     - 1,683,363.08    517,070.33   iFT  0.99997163   -0 21 30.8
 FS1364;UTM  11      - 3,945,541.809   738,584.822   MT  1.00030151   +1 32 06.9
 FS1364
 FS1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1364!SPC AZ W     -   0.99984071  x   0.99997163  =   0.99981234
 FS1364!UTM  11      -   0.99984071  x   1.00030151  =   1.00014217
 FS1364
 FS1364|---------------------------------------------------------------------|
 FS1364| PID    Reference Object                     Distance      Geod. Az  |
 FS1364|                                                           dddmmss.s |
 FS1364| CS4830 RUSH RM 3                             8.104 METERS 16447     |
 FS1364| CS4829 RUSH RM 2                             5.343 METERS 19831     |
 FS1364| FS0934 DETRITAL                            APPROX. 4.9 KM 2620922.1 |
 FS1364| CS4831 RUSH RM 4                             6.825 METERS 35007     |
 FS1364|---------------------------------------------------------------------|
 FS1364
 FS1364                          SUPERSEDED SURVEY CONTROL
 FS1364
 FS1364  NAD 83(1986)-  35 37 29.63384(N)    114 21 55.91268(W) AD(       ) 2
 FS1364  NGVD 29 (11/23/90) 1042.6    (m)         3421.     (f) VERT ANG    3  
 FS1364
 FS1364.Superseded values are not recommended for survey control.
 FS1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1364.See file dsdata.txt to determine how the superseded data were derived.
 FS1364
 FS1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3858545542(NAD 83)
 FS1364_MARKER: DS = TRIANGULATION STATION DISK
 FS1364_SETTING: 66 = SET IN ROCK OUTCROP
 FS1364_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1364+STABILITY: POSITION/ELEVATION WELL
 FS1364
 FS1364  HISTORY     - Date     Condition        Report By
 FS1364  HISTORY     - 1958     MONUMENTED       USGS
 FS1364  HISTORY     - 1981     GOOD             AZDT
 FS1364
 FS1364                          STATION DESCRIPTION
 FS1364
 FS1364'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1364'THE STATION IS LOCATED 37 MILES SOUTHEAST OF HOVER DAM, 3.5 MILES EAST
 FS1364'OF US HIGHWAY 93 AND ON THE HIGHEST DARK PEAK ON THE NORTHEAST
 FS1364'SOUTHWEST RIDGE.
 FS1364'
 FS1364'THE STATION MARK IS A USGS MARK STAMPED, RUSH 1958.  IT IS SET IN A
 FS1364'DRILL HOLE IN A BOULDER.
 FS1364'
 FS1364'REFERENCE MARKS 1 AND 2 ARE COPPER NAILS WITH WASHERS DRIVEN INTO THE
 FS1364'CRACKS OF ROCK, REFERENCE MARK 1 TO CLOSE TO FOCUS ON.
 FS1364'
 FS1364'REFERENCE MARK 3 IS AN ADOT DISK STAMPED---RUSH RM 3 1981.  IT IS SET
 FS1364'A DRILL HOLE IN A BOULDER.
 FS1364'
 FS1364'REFERENCE MARK 4 IS AN ADOT DISK STAMPED---RUSH RM 4 1981.  IT IS SET
 FS1364'A DRILL HOLE IN A BOULDER.
 FS1364'
 FS1364'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1364'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND TRAVEL
 FS1364'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1364'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE
 FS1364'OVER DETRITAL WASH, CONTINUE NORTH ALONG US 93 FOR 2.3 MILES TO A SIDE
 FS1364'ROAD ON THE RIGHT.  TURN RIGHT ON THE TRAIL ROAD PASSING THROUGH A
 FS1364'GATE AND TRAVEL NORTHEAST FOR 1.75 MILES TO A CORRAL AND WATER TANK ON
 FS1364'THE LEFT.  CIRCLE TO THE RIGHT AND TRAVEL SOUTHEAST FOR 2.85 MILES TO
 FS1364'THE THIRD WATER TANK, CONTINUE 0.05 MILE TO A ROCK CAIRN AND A DIM
 FS1364'TRACK ROAD ON THE LEFT.  TURN LEFT AND TRAVEL EAST ACROSS THE FLATS
 FS1364'FOR 0.9 MILE TO THE FINGER OF THE RIDGE AND END OF TRUCK TRAVEL.  PACK
 FS1364'SOUTH UP THE HILL TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1141 ***********************************************************************
 DV1141  DESIGNATION -  RUST
 DV1141  PID         -  DV1141
 DV1141  STATE/COUNTY-  AZ/LA PAZ
 DV1141  USGS QUAD   -  HOPE SE (1990)
 DV1141
 DV1141                         *CURRENT SURVEY CONTROL
 DV1141  ___________________________________________________________________
 DV1141* NAD 83(1992)-  33 36 12.02312(N)    113 32 31.52477(W)     ADJUSTED  
 DV1141* NAVD 88     -       427.44   (+/-2cm)    1402.4    (feet)  VERTCON   
 DV1141  ___________________________________________________________________
 DV1141  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DV1141  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1141  HORZ ORDER  -  SECOND
 DV1141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1141
 DV1141.The horizontal coordinates were established by classical geodetic methods
 DV1141.and adjusted by the National Geodetic Survey in August 1993.
 DV1141
 DV1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1141.The vertical order pertains to the NGVD 29 superseded value.
 DV1141
 DV1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1141
 DV1141.The geoid height was determined by GEOID03.
 DV1141
 DV1141;                    North         East     Units Scale Factor Converg.
 DV1141;SPC AZ W     -   288,690.165   232,655.249   MT  0.99993792   +0 06 54.2
 DV1141;SPC AZ W     -   947,146.21    763,304.62   iFT  0.99993792   +0 06 54.2
 DV1141;UTM  12      - 3,721,073.555   264,127.732   MT  1.00028595   -1 24 27.2
 DV1141
 DV1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1141!SPC AZ W     -   0.99993780  x   0.99993792  =   0.99987572
 DV1141!UTM  12      -   0.99993780  x   1.00028595  =   1.00022373
 DV1141
 DV1141:                Primary Azimuth Mark                     Grid Az
 DV1141:SPC AZ W     -  RUST AZ MK                               132 15 29.0
 DV1141:UTM  12      -  RUST AZ MK                               133 46 50.4
 DV1141
 DV1141|---------------------------------------------------------------------|
 DV1141| PID    Reference Object                     Distance      Geod. Az  |
 DV1141|                                                           dddmmss.s |
 DV1141| CH3247 RUST AZ MK                                         1322223.2 |
 DV1141| DV1139 RUST RM 1                             8.917 METERS 15900     |
 DV1141| DV1140 RUST RM 2                            10.951 METERS 25053     |
 DV1141|---------------------------------------------------------------------|
 DV1141
 DV1141                          SUPERSEDED SURVEY CONTROL
 DV1141
 DV1141  NAD 83(1986)-  33 36 12.01619(N)    113 32 31.53460(W) AD(       ) 2
 DV1141  NAD 27      -  33 36 11.89470(N)    113 32 28.80510(W) AD(       ) 2
 DV1141  NGVD 29 (??/??/92)  426.754  (m)         1400.11   (f) ADJ UNCH    2 0
 DV1141
 DV1141.Superseded values are not recommended for survey control.
 DV1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1141.See file dsdata.txt to determine how the superseded data were derived.
 DV1141
 DV1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6412821074(NAD 83)
 DV1141_MARKER: DE = TRAVERSE STATION DISK
 DV1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1141_STAMPING: RUST 1962
 DV1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1141+STABILITY: SURFACE MOTION
 DV1141
 DV1141  HISTORY     - Date     Condition        Report By
 DV1141  HISTORY     - 1962     MONUMENTED       CGS
 DV1141  HISTORY     - 1962     GOOD             CGS
 DV1141  HISTORY     - 1981     GOOD             NGS
 DV1141  HISTORY     - 19870204 GOOD             USGS
 DV1141
 DV1141                          STATION DESCRIPTION
 DV1141
 DV1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1141'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF SALOME,
 DV1141'ABOUT 3 MILES NORTHEAST OF THE SALOME EMERGENCY LANDING FIELD,
 DV1141'ABOUT 1 MILE WEST OF A NORTHEAST AND SOUTHWEST TRACK ROAD IN A
 DV1141'FLAT DESERT AREA.
 DV1141'
 DV1141'TO REACH THE STATION FROM THE POSTOFFICE IN SALOME, GO SOUTH
 DV1141'AND SOUTHEAST ON BLACKTOP ROAD FOR 7.5 MILES TO END OF BLACKTOP,
 DV1141'CONTINUE SOUTHEAST ON GRAVEL ROAD FOR 1.7 MILES TO A CROSSROAD AND
 DV1141'PIPELINE CROSSING AND SIGN (DON B. CO.) TURN RIGHT AND GO
 DV1141'SOUTHERLY ON PIPELINE ROAD FOR 0.5 MILE TO FORKS AT BUILDING, KEEP
 DV1141'RIGHT STRAIGHT AHEAD AND GO SOUTH ON PIPELINE ROAD FOR 1.4
 DV1141'MILES TO A FORK AND WOODEN CORRAL ON RIGHT, TURN RIGHT GO WEST
 DV1141'ON THE SOUTH SIDE OF CORRAL FOR 0.1 MILE TO A TRACK ROAD, TURN
 DV1141'LEFT AND GO SOUTHERLY ON NARROW BLADED ROAD FOR 4.6 MILES TO
 DV1141'A FORK AT FENCE CORNER AND CORRAL ON RIGHT, KEEP RIGHT
 DV1141'FORK AND GO SOUTHWEST ON BLADED ROAD FOR 2.2 MILES TO A
 DV1141'DIM TRACK ROAD RIGHT, TURN RIGHT ON DIM TRACK ROAD AND GO WEST
 DV1141'AND NORTHWEST FOR 0.8 MILE TO THE AZIMUTH MARK AND
 DV1141'WITNESS POST, CONTINUE ON TRACK ROAD FOR 0.4 MILE, TURN
 DV1141'LEFT FOR 0.1 MILE TO STATION AS DESCRIBED.
 DV1141'
 DV1141'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12
 DV1141'INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE GROUND
 DV1141'AND STAMPED RUST 1962.  THE MARK IS 17 FEET SOUTH OF A SMALL
 DV1141'DITCH AND 7 FEET SOUTH OF THE WITNESS POST.
 DV1141'
 DV1141'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV1141'A 12 INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 DV1141'GROUND AND STAMPED RUST NO 1 1962.  THE MARK IS 36 FEET
 DV1141'SOUTH-SOUTHEAST OF THE WITNESS POST.
 DV1141'
 DV1141'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DV1141'OF A 12 INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 DV1141'GROUND AND STAMPED RUST NO 2 1962.  THE MARK IS 38 FEET SOUTHWEST
 DV1141'OF THE WITNESS POST AND 5 FEET SOUTHEAST OF A SMALL DITCH.
 DV1141'
 DV1141'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 DV1141'INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE GROUND
 DV1141'AND STAMPED RUST 1962.  THE MARK IS 10 FEET SOUTHWEST OF
 DV1141'THE CENTER OF A TRACK ROAD AND 4.3 FEET NORTHEAST OF THE
 DV1141'WITNESS POST.
 DV1141'HEIGHT OF LIGHT ABOVE STATION MARK 3.49 METERS.
 DV1141
 DV1141                          STATION RECOVERY (1962)
 DV1141
 DV1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1141'18.4 MI SE FROM SALOME.
 DV1141'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1141'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1141'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK AND GO WEST AND SOUTH FOR
 DV1141'3.65 MILES TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE RIGHT
 DV1141'FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD FORK,
 DV1141'TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK, THENCE
 DV1141'1.0 MILE WEST-NORTHWEST ALONG THE BLADED TRACK WHICH IS THE CENTER OF
 DV1141'THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE 0.4 MILE
 DV1141'NORTH ACROSS DESERT, 7.0 FEET SOUTH OF A METAL WITNESS POST, AND SET
 DV1141'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1141
 DV1141                          STATION RECOVERY (1981)
 DV1141
 DV1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1141'RECOVERED AS DESCRIBED.
 DV1141
 DV1141                          STATION RECOVERY (1987)
 DV1141
 DV1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1139 ***********************************************************************
 DV1139  DESIGNATION -  RUST RM 1
 DV1139  PID         -  DV1139
 DV1139  STATE/COUNTY-  AZ/LA PAZ
 DV1139  USGS QUAD   -  HOPE SE (1990)
 DV1139
 DV1139                         *CURRENT SURVEY CONTROL
 DV1139  ___________________________________________________________________
 DV1139* NAD 83(1986)-  33 36 11.     (N)    113 32 31.     (W)     SCALED    
 DV1139* NAVD 88     -       427.40   (+/-2cm)    1402.2    (feet)  VERTCON   
 DV1139  ___________________________________________________________________
 DV1139  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1139
 DV1139.The horizontal coordinates were scaled from a topographic map and have
 DV1139.an estimated accuracy of +/- 6 seconds.
 DV1139
 DV1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1139.The vertical order pertains to the NGVD 29 superseded value.
 DV1139
 DV1139.The geoid height was determined by GEOID03.
 DV1139
 DV1139;                    North         East    Units  Estimated Accuracy
 DV1139;SPC AZ W     -   288,660.      232,670.      MT  (+/- 180 meters Scaled)
 DV1139
 DV1139                          SUPERSEDED SURVEY CONTROL
 DV1139
 DV1139  NGVD 29 (??/??/92)  426.721  (m)         1400.00   (f) ADJ UNCH    2 0
 DV1139
 DV1139.Superseded values are not recommended for survey control.
 DV1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1139.See file dsdata.txt to determine how the superseded data were derived.
 DV1139
 DV1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC641210(NAD 83)
 DV1139_MARKER: DR = REFERENCE MARK DISK
 DV1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1139_STAMPING: RUST NO 1 1962
 DV1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1139+STABILITY: SURFACE MOTION
 DV1139
 DV1139  HISTORY     - Date     Condition        Report By
 DV1139  HISTORY     - 1962     MONUMENTED       CGS
 DV1139  HISTORY     - 19870204 MARK NOT FOUND   USGS
 DV1139
 DV1139                          STATION DESCRIPTION
 DV1139
 DV1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1139'18.4 MI SE FROM SALOME.
 DV1139'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1139'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1139'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK AND GO 3.65 MILES WEST AND
 DV1139'SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE RIGHT FORK AND
 DV1139'GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD FORK, TAKE THE
 DV1139'RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK, THENCE 1.0 MILE
 DV1139'WEST-NORTHWEST ALONG THE BLADED TRACK WHICH IS THE CENTER OF THE
 DV1139'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE 0.4 MILE NORTH
 DV1139'ACROSS THE DESERT, 29.3 FEET SOUTHEAST OF TRAVERSE STATION RUST, 36.3
 DV1139'FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV1139'POST PROJECTING 2 INCHES.
 DV1139
 DV1139                          STATION RECOVERY (1987)
 DV1139
 DV1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1140 ***********************************************************************
 DV1140  DESIGNATION -  RUST RM 2
 DV1140  PID         -  DV1140
 DV1140  STATE/COUNTY-  AZ/LA PAZ
 DV1140  USGS QUAD   -  HOPE SE (1990)
 DV1140
 DV1140                         *CURRENT SURVEY CONTROL
 DV1140  ___________________________________________________________________
 DV1140* NAD 83(1986)-  33 36 11.     (N)    113 32 31.     (W)     SCALED    
 DV1140* NAVD 88     -       427.40   (+/-2cm)    1402.2    (feet)  VERTCON   
 DV1140  ___________________________________________________________________
 DV1140  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1140
 DV1140.The horizontal coordinates were scaled from a topographic map and have
 DV1140.an estimated accuracy of +/- 6 seconds.
 DV1140
 DV1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1140.The vertical order pertains to the NGVD 29 superseded value.
 DV1140
 DV1140.The geoid height was determined by GEOID03.
 DV1140
 DV1140;                    North         East    Units  Estimated Accuracy
 DV1140;SPC AZ W     -   288,660.      232,670.      MT  (+/- 180 meters Scaled)
 DV1140
 DV1140                          SUPERSEDED SURVEY CONTROL
 DV1140
 DV1140  NGVD 29 (??/??/92)  426.722  (m)         1400.00   (f) ADJ UNCH    2 0
 DV1140
 DV1140.Superseded values are not recommended for survey control.
 DV1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1140.See file dsdata.txt to determine how the superseded data were derived.
 DV1140
 DV1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC641210(NAD 83)
 DV1140_MARKER: DR = REFERENCE MARK DISK
 DV1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1140_STAMPING: RUST NO 2 1962
 DV1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1140+STABILITY: SURFACE MOTION
 DV1140
 DV1140  HISTORY     - Date     Condition        Report By
 DV1140  HISTORY     - 1962     MONUMENTED       CGS
 DV1140  HISTORY     - 19870204 GOOD             USGS
 DV1140
 DV1140                          STATION DESCRIPTION
 DV1140
 DV1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1140'18.4 MI SE FROM SALOME.
 DV1140'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1140'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1140'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK AND GO 3.65 MILES WEST AND
 DV1140'SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE RIGHT FORK AND
 DV1140'GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD FORK, TAKE THE
 DV1140'RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK, THENCE 1.0 MILE
 DV1140'WEST-NORTHWEST ALONG THE BLADED TRACK WHICH IS THE CENTER OF THE
 DV1140'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE 0.4 MILES NORTH
 DV1140'ACROSS THE DESERT, 36.0 FEET WEST-SOUTHWEST OF TRAVERSE STATION RUST,
 DV1140'38.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1140'CONCRETE POST PROJECTING 2 INCHES.
 DV1140
 DV1140                          STATION RECOVERY (1987)
 DV1140
 DV1140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0195 ***********************************************************************
 DB0195  DESIGNATION -  RUSTY
 DB0195  PID         -  DB0195
 DB0195  STATE/COUNTY-  AZ/YUMA
 DB0195  USGS QUAD   -  FORTUNA (1979)
 DB0195
 DB0195                         *CURRENT SURVEY CONTROL
 DB0195  ___________________________________________________________________
 DB0195* NAD 83(1992)-  32 40 11.27149(N)    114 26 38.40058(W)     ADJUSTED  
 DB0195* NAVD 88     -        85.58   (+/-2cm)     280.8    (feet)  VERTCON   
 DB0195  ___________________________________________________________________
 DB0195  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DB0195  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DB0195  HORZ ORDER  -  FIRST
 DB0195  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0195
 DB0195.The horizontal coordinates were established by classical geodetic methods
 DB0195.and adjusted by the National Geodetic Survey in August 1993.
 DB0195
 DB0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0195.The vertical order pertains to the NGVD 29 superseded value.
 DB0195
 DB0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0195
 DB0195.The geoid height was determined by GEOID03.
 DB0195
 DB0195;                    North         East     Units Scale Factor Converg.
 DB0195;SPC AZ W     -   185,354.238   148,266.616   MT  0.99998556   -0 22 28.7
 DB0195;SPC AZ W     -   608,117.58    486,439.03   iFT  0.99998556   -0 22 28.7
 DB0195;SPC CA 6     -   557,266.086 2,169,397.425   MT  1.00002083   +0 59 32.7
 DB0195;SPC CA 6     - 1,828,297.15  7,117,431.39   sFT  1.00002083   +0 59 32.7
 DB0195;UTM  11      - 3,617,568.758   739,689.718   MT  1.00030848   +1 22 49.4
 DB0195
 DB0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0195!SPC AZ W     -   0.99999186  x   0.99998556  =   0.99997742
 DB0195!SPC CA 6     -   0.99999186  x   1.00002083  =   1.00001269
 DB0195!UTM  11      -   0.99999186  x   1.00030848  =   1.00030034
 DB0195
 DB0195:                Primary Azimuth Mark                     Grid Az
 DB0195:SPC AZ W     -  H 353                                    090 14 35.0
 DB0195:SPC CA 6     -  H 353                                    088 52 33.6
 DB0195:UTM  11      -  H 353                                    088 29 16.9
 DB0195
 DB0195|---------------------------------------------------------------------|
 DB0195| PID    Reference Object                     Distance      Geod. Az  |
 DB0195|                                                           dddmmss.s |
 DB0195| DB0197 H 353                                              0895206.3 |
 DB0195| DB1147 LANG RESET                          APPROX. 3.2 KM 0933206.9 |
 DB0195| DB0196 RUSTY RM 1                           15.487 METERS 09429     |
 DB0195| DB0194 G 353                                21.358 METERS 26902     |
 DB0195|---------------------------------------------------------------------|
 DB0195
 DB0195                          SUPERSEDED SURVEY CONTROL
 DB0195
 DB0195  NAD 83(1986)-  32 40 11.27799(N)    114 26 38.40997(W) AD(       ) 1
 DB0195  NAD 27      -  32 40 11.10940(N)    114 26 35.60100(W) AD(       ) 1
 DB0195  NGVD 29 (??/??/??)   84.916  (m)          278.60   (f) ADJUSTED    1 2
 DB0195
 DB0195.Superseded values are not recommended for survey control.
 DB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0195.See file dsdata.txt to determine how the superseded data were derived.
 DB0195
 DB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3969017569(NAD 83)
 DB0195_MARKER: DE = TRAVERSE STATION DISK
 DB0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0195_STAMPING: RUSTY 1960
 DB0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0195+STABILITY: SURFACE MOTION
 DB0195
 DB0195  HISTORY     - Date     Condition        Report By
 DB0195  HISTORY     - 1960     MONUMENTED       CGS
 DB0195  HISTORY     - 1960     GOOD             CGS
 DB0195  HISTORY     - 1981     SEE DESCRIPTION  NGS
 DB0195  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0195  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0195  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0195  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DB0195
 DB0195                          STATION DESCRIPTION
 DB0195
 DB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0195'THE STATION IS ABOUT 11-1/4 MILES SOUTHEAST OF YUMA, 4-1/2 MILES
 DB0195'EAST OF ARABY, 196 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 DB0195'80, 160 FEET SOUTH OF HIGHWAY MILE POLE 15, 43 FEET EAST OF
 DB0195'THE CENTER OF A GRAVEL ROAD AND 3-1/2 FEET SOUTHWEST OF A
 DB0195'METAL WITNESS POST WITH SIGN.
 DB0195'
 DB0195'TO REACH FROM ARABY GO SOUTH ON PAVED ROAD (ARABY ROAD) FOR
 DB0195'0.4 MILE TO U.S. HIGHWAY 80.  TURN LEFT, EAST, ON THE HIGHWAY
 DB0195'AND GO 4.45 MILES TO A SIDE ROAD RIGHT AT HIGHWAY MILE POLE
 DB0195'15 AND THE STATION ON THE RIGHT.
 DB0195'
 DB0195'THE STATION, WITH UNDERGROUND MARK, STAMPED RUSTY 1960, IS
 DB0195'A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DB0195'PROJECTING 2 INCHES.
 DB0195'
 DB0195'REFERENCE MARK NO. 1, STAMPED RUSTY NO 1 1960, IS A STANDARD
 DB0195'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES,
 DB0195'198 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 DB0195'THE SAME ELEVATION AS THE STATION.
 DB0195'
 DB0195'THE BENCH MARK (R.M. 2), STAMPED G 353 1960, IS A STANDARD
 DB0195'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES,
 DB0195'196 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET
 DB0195'WEST OF THE CENTER OF A GRAVEL ROAD, 2.2 FEET NORTH OF A
 DB0195'POWER POLE AND ABOUT 2 FEET LOWER THAN THE STATION.
 DB0195'
 DB0195'THE BENCH MARK (AZIMUTH MARK), STAMPED H 353 1960 IS A STANDARD
 DB0195'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES,
 DB0195'192 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 167 FEET
 DB0195'SOUTH OF HIGHWAY MILE POLE 16, 28-1/2 FEET NORTHEAST OF A
 DB0195'POWER POLE AND 8 FEET NORTH OF A IRON RIGHT-OF-WAY POST.
 DB0195'TO REACH FROM THE STATION CONTINUE EAST ON U.S. HIGHWAY 80 FOR
 DB0195'1.0 MILE TO MILE POLE 16 AND THE MARK ON THE RIGHT.
 DB0195'
 DB0195'2 WHEEL DRIVE.
 DB0195
 DB0195                          STATION RECOVERY (1960)
 DB0195
 DB0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DB0195'4.8 MI E FROM ARABY.
 DB0195'0.4 MILE SOUTH ON PAVED ROAD FROM ARABY TO U.S. HIGHWAY 80,
 DB0195'THENCE 4.45 MILES EAST ON THE HIGHWAY TO HIGHWAY MILE POLE 15,
 DB0195'196 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 160 FEET SOUTH
 DB0195'OF MILE POLE 15, 70.07 FEET EAST OF B.M. G 353, 50.81 FEET WEST OF
 DB0195'R.M. 1, 43 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3 1/2 FEET
 DB0195'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 DB0195'CONCRETE POST PROJECTING 2 INCHES.
 DB0195
 DB0195                          STATION RECOVERY (1981)
 DB0195
 DB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0195'THE STATION IS UNDER THE SOUTH ENBANKMENT OF FORTUNA OUVERPASS AT
 DB0195'INTERSTATE HIGHWAY 8.  REFERENCE MARK 1 IS THE ONLY REMAINING MARK.
 DB0195
 DB0195                          STATION RECOVERY (1981)
 DB0195
 DB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0195'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN THE AREA DESCRIBED,
 DB0195'MARK BELIEVED DESTROYED.
 DB0195
 DB0195                          STATION RECOVERY (1981)
 DB0195
 DB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0195'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN THE AREA DESCRIBED,
 DB0195'MARK BELIEVED DESTROYED.
 DB0195
 DB0195                          STATION RECOVERY (1981)
 DB0195
 DB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0195'MARK NOT FOUND.
 DB0195
 DB0195                          STATION RECOVERY (1990)
 DB0195
 DB0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (AM)
 DB0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0196 ***********************************************************************
 DB0196  DESIGNATION -  RUSTY RM 1
 DB0196  PID         -  DB0196
 DB0196  STATE/COUNTY-  AZ/YUMA
 DB0196  USGS QUAD   -  FORTUNA (1979)
 DB0196
 DB0196                         *CURRENT SURVEY CONTROL
 DB0196  ___________________________________________________________________
 DB0196* NAD 83(1986)-  32 40 10.     (N)    114 26 37.     (W)     SCALED    
 DB0196* NAVD 88     -        85.773  (meters)     281.41   (feet)  ADJUSTED  
 DB0196  ___________________________________________________________________
 DB0196  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DB0196  DYNAMIC HT  -          85.674 (meters)     281.08  (feet)  COMP
 DB0196  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 DB0196
 DB0196  VERT ORDER  -  FIRST     CLASS II
 DB0196
 DB0196.The horizontal coordinates were scaled from a topographic map and have
 DB0196.an estimated accuracy of +/- 6 seconds.
 DB0196
 DB0196.The orthometric height was determined by differential leveling
 DB0196.and adjusted in June 1991.
 DB0196
 DB0196.The geoid height was determined by GEOID03.
 DB0196
 DB0196.The dynamic height is computed by dividing the NAVD 88
 DB0196.geopotential number by the normal gravity value computed on the
 DB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0196.degrees latitude (g = 980.6199 gals.).
 DB0196
 DB0196.The modeled gravity was interpolated from observed gravity values.
 DB0196
 DB0196;                    North         East    Units  Estimated Accuracy
 DB0196;SPC AZ W     -   185,320.      148,300.      MT  (+/- 180 meters Scaled)
 DB0196
 DB0196                          SUPERSEDED SURVEY CONTROL
 DB0196
 DB0196  NGVD 29 (??/??/??)   85.117  (m)          279.25   (f) ADJUSTED    1 2
 DB0196
 DB0196.Superseded values are not recommended for survey control.
 DB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0196.See file dsdata.txt to determine how the superseded data were derived.
 DB0196
 DB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS397175(NAD 83)
 DB0196_MARKER: DR = REFERENCE MARK DISK
 DB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0196_STAMPING: RUSTY NO 1 1960
 DB0196_MARK LOGO: CGS   
 DB0196_PROJECTION: PROJECTING 25 CENTIMETERS
 DB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0196+STABILITY: SURFACE MOTION
 DB0196
 DB0196  HISTORY     - Date     Condition        Report By
 DB0196  HISTORY     - 1960     MONUMENTED       CGS
 DB0196  HISTORY     - 1981     GOOD             NGS
 DB0196  HISTORY     - 1981     GOOD             NGS
 DB0196  HISTORY     - 1981     GOOD             NGS
 DB0196  HISTORY     - 1990     GOOD             USPSQD
 DB0196  HISTORY     - 20020407 MARK NOT FOUND   USPSQD
 DB0196
 DB0196                          STATION DESCRIPTION
 DB0196
 DB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0196'4.8 MI E FROM ARABY.
 DB0196'0.4 MILE SOUTH ON PAVED ROAD FROM ARABY TO U.S. HIGHWAY 80,
 DB0196'THENCE 4.45 MILES EAST ON THE HIGHWAY, 198 FEET SOUTH OF THE
 DB0196'CENTERLINE OF THE HIGHWAY, 50.81 FEET EAST OF THE STATION MARK,
 DB0196'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
 DB0196
 DB0196                          STATION RECOVERY (1981)
 DB0196
 DB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0196'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S HIGHWAY 80 FROM THE JUNCTION OF
 DB0196'4TH AVENUE IN YUMA, THENCE 0.2 KM (0.1 MI) NORTH ACROSS COUNTY, SET
 DB0196'BETWEEN THE EAST-BOUND LANES AND THE EAST-BOUND ENTRANCE RAMP FOR
 DB0196'INTERSTATE HIGHWAY 8, AT THE FORTUNA ROAD INTERCHANGE, 63.1 M (207 FT)
 DB0196'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANES, 36.6 M (120 FT) EAST
 DB0196'OF THE CENTERLINE OF FORTUNE ROAD, 5.8 M (19.0 FT) EAST OF A BARBED
 DB0196'WIRE RIGHT-OF-WAY FENCE FOR THE INTERSTATE.
 DB0196'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0196'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
 DB0196
 DB0196                          STATION RECOVERY (1981)
 DB0196
 DB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0196'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S HIGHWAY 80 FROM THE JUNCTION OF
 DB0196'4TH AVENUE IN YUMA, THENCE 0.2 KM (0.1 MI) NORTH ACROSS COUNTY, SET
 DB0196'BETWEEN THE EAST-BOUND LANES AND THE EAST-BOUND ENTRANCE RAMP FOR
 DB0196'INTERSTATE HIGHWAY 8, AT THE FORTUNA ROAD INTERCHANGE, 63.1 M (207 FT)
 DB0196'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANES, 36.6 M (120 FT) EAST
 DB0196'OF THE CENTERLINE OF FORTUNE ROAD, 5.8 M (19.0 FT) EAST OF A BARBED
 DB0196'WIRE RIGHT-OF-WAY FENCE FOR THE INTERSTATE.
 DB0196'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0196'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND LANES.
 DB0196
 DB0196                          STATION RECOVERY (1981)
 DB0196
 DB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0196'RECOVERED IN GOOD CONDITION.
 DB0196
 DB0196                          STATION RECOVERY (1990)
 DB0196
 DB0196'RECOVERY NOTE BY US POWER SQUADRON 1990 (AM)
 DB0196'RECOVERED IN GOOD CONDITION.
 DB0196
 DB0196                          STATION RECOVERY (2002)
 DB0196
 DB0196'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DB0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0378 ***********************************************************************
 DT0378  DESIGNATION -  RV 1
 DT0378  PID         -  DT0378
 DT0378  STATE/COUNTY-  AZ/GRAHAM
 DT0378  USGS QUAD   -  FORT THOMAS (1989)
 DT0378
 DT0378                         *CURRENT SURVEY CONTROL
 DT0378  ___________________________________________________________________
 DT0378* NAD 83(1986)-  33 02 08.     (N)    109 57 43.     (W)     SCALED    
 DT0378* NAVD 88     -       827.514  (meters)    2714.94   (feet)  ADJUSTED  
 DT0378  ___________________________________________________________________
 DT0378  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DT0378  DYNAMIC HT  -         826.383 (meters)    2711.22  (feet)  COMP
 DT0378  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 DT0378
 DT0378  VERT ORDER  -  FIRST     CLASS II
 DT0378
 DT0378.The horizontal coordinates were scaled from a topographic map and have
 DT0378.an estimated accuracy of +/- 6 seconds.
 DT0378
 DT0378.The orthometric height was determined by differential leveling
 DT0378.and adjusted in June 1991.
 DT0378
 DT0378.The geoid height was determined by GEOID03.
 DT0378
 DT0378.The dynamic height is computed by dividing the NAVD 88
 DT0378.geopotential number by the normal gravity value computed on the
 DT0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0378.degrees latitude (g = 980.6199 gals.).
 DT0378
 DT0378.The modeled gravity was interpolated from observed gravity values.
 DT0378
 DT0378;                    North         East    Units  Estimated Accuracy
 DT0378;SPC AZ E     -   225,710.      232,480.      MT  (+/- 180 meters Scaled)
 DT0378
 DT0378                          SUPERSEDED SURVEY CONTROL
 DT0378
 DT0378  NGVD 29 (??/??/92)  826.943  (m)         2713.06   (f) ADJ UNCH    1 2
 DT0378
 DT0378.Superseded values are not recommended for survey control.
 DT0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0378.See file dsdata.txt to determine how the superseded data were derived.
 DT0378
 DT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB969557(NAD 83)
 DT0378_MARKER: R = RIVET
 DT0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0378_SP_SET: CULVERT
 DT0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0378+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0378
 DT0378  HISTORY     - Date     Condition        Report By
 DT0378  HISTORY     - UNK      MONUMENTED       SPRR
 DT0378  HISTORY     - 1933     GOOD             NGS
 DT0378  HISTORY     - 20081009 GOOD             GEOCAC
 DT0378
 DT0378                          STATION DESCRIPTION
 DT0378
 DT0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DT0378'IN FT. THOMAS.
 DT0378'ON SOUTHERN PACIFIC RIGHT OF WAY, 1200 FT. EAST OF DEPOT, 110 FT. WEST
 DT0378'OF MILEPOST 1159, SOUTH OF UNION HIGH SCHOOL, 10 FT. NORTH OF RAILROAD
 DT0378'CENTER LINE, ON TOP OF DECK OF CULVERT MARKED 1159.03.
 DT0378
 DT0378                          STATION RECOVERY (2008)
 DT0378
 DT0378'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0378'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0378'02.141' W109  57.745'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0099 ***********************************************************************
 DU0099  DESIGNATION -  RV 10
 DU0099  PID         -  DU0099
 DU0099  STATE/COUNTY-  AZ/GRAHAM
 DU0099  USGS QUAD   -  BYLAS (1989)
 DU0099
 DU0099                         *CURRENT SURVEY CONTROL
 DU0099  ___________________________________________________________________
 DU0099* NAD 83(1986)-  33 08 10.     (N)    110 07 23.     (W)     SCALED    
 DU0099* NAVD 88     -       799.147  (meters)    2621.87   (feet)  ADJUSTED  
 DU0099  ___________________________________________________________________
 DU0099  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU0099  DYNAMIC HT  -         798.063 (meters)    2618.31  (feet)  COMP
 DU0099  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 DU0099
 DU0099  VERT ORDER  -  FIRST     CLASS II
 DU0099
 DU0099.The horizontal coordinates were scaled from a topographic map and have
 DU0099.an estimated accuracy of +/- 6 seconds.
 DU0099
 DU0099.The orthometric height was determined by differential leveling
 DU0099.and adjusted in June 1991.
 DU0099
 DU0099.The geoid height was determined by GEOID03.
 DU0099
 DU0099.The dynamic height is computed by dividing the NAVD 88
 DU0099.geopotential number by the normal gravity value computed on the
 DU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0099.degrees latitude (g = 980.6199 gals.).
 DU0099
 DU0099.The modeled gravity was interpolated from observed gravity values.
 DU0099
 DU0099;                    North         East    Units  Estimated Accuracy
 DU0099;SPC AZ E     -   236,850.      217,430.      MT  (+/- 180 meters Scaled)
 DU0099
 DU0099                          SUPERSEDED SURVEY CONTROL
 DU0099
 DU0099  NGVD 29 (??/??/92)  798.568  (m)         2619.97   (f) ADJ UNCH    1 2
 DU0099
 DU0099.Superseded values are not recommended for survey control.
 DU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0099.See file dsdata.txt to determine how the superseded data were derived.
 DU0099
 DU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB817667(NAD 83)
 DU0099_MARKER: R = RIVET
 DU0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0099_SP_SET: CULVERT
 DU0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0099
 DU0099  HISTORY     - Date     Condition        Report By
 DU0099  HISTORY     - UNK      MONUMENTED       SPRR
 DU0099  HISTORY     - 1933     GOOD             NGS
 DU0099  HISTORY     - 20081009 GOOD             GEOCAC
 DU0099
 DU0099                          STATION DESCRIPTION
 DU0099
 DU0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0099'0.9 MI NW FROM BYLAS.
 DU0099'ON SOUTHERN PACIFIC RIGHT OF WAY, 425 FEET SOUTHEAST OF MILEPOST 1171,
 DU0099'20 FEET NORTHEAST OF RAILROAD CENTERLINE, ON HEAD-WALL OF CULVERT
 DU0099'MARKED 1170.92.
 DU0099
 DU0099                          STATION RECOVERY (2008)
 DU0099
 DU0099'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0099'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0099'08.133' W110  07.391'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0917 ***********************************************************************
 DV0917  DESIGNATION -  RV 101
 DV0917  PID         -  DV0917
 DV0917  STATE/COUNTY-  AZ/MARICOPA
 DV0917  USGS QUAD   -  WITTMANN (1981)
 DV0917
 DV0917                         *CURRENT SURVEY CONTROL
 DV0917  ___________________________________________________________________
 DV0917* NAD 83(1986)-  33 45 55.     (N)    112 30 41.     (W)     SCALED    
 DV0917* NAVD 88     -       499.049  (meters)    1637.30   (feet)  POSTED    
 DV0917  ___________________________________________________________________
 DV0917  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0917  DYNAMIC HT  -         498.460 (meters)    1635.36  (feet)  COMP
 DV0917  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 DV0917
 DV0917  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0917
 DV0917.The horizontal coordinates were scaled from a topographic map and have
 DV0917.an estimated accuracy of +/- 6 seconds.
 DV0917
 DV0917.The orthometric height was determined by differential leveling
 DV0917.and adjusted in November 2005.
 DV0917.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0917.was located on a no-check spur therefore a value was not computed.
 DV0917.No vertical observational check was made to the station.
 DV0917
 DV0917.The geoid height was determined by GEOID03.
 DV0917
 DV0917.The dynamic height is computed by dividing the NAVD 88
 DV0917.geopotential number by the normal gravity value computed on the
 DV0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0917.degrees latitude (g = 980.6199 gals.).
 DV0917
 DV0917.The modeled gravity was interpolated from observed gravity values.
 DV0917
 DV0917;                    North         East    Units  Estimated Accuracy
 DV0917;SPC AZ C     -   306,780.      158,270.      MT  (+/- 180 meters Scaled)
 DV0917
 DV0917                          SUPERSEDED SURVEY CONTROL
 DV0917
 DV0917  NGVD 29 (??/??/92)  498.541  (m)         1635.63   (f) ADJ UNCH    2 0
 DV0917
 DV0917.Superseded values are not recommended for survey control.
 DV0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0917.See file dsdata.txt to determine how the superseded data were derived.
 DV0917
 DV0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC600371(NAD 83)
 DV0917_MARKER: R = RIVET
 DV0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0917_SP_SET: CULVERT
 DV0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0917+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0917
 DV0917  HISTORY     - Date     Condition        Report By
 DV0917  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0917  HISTORY     - 1939     GOOD             NGS
 DV0917  HISTORY     - 20080427 GOOD             GEOCAC
 DV0917
 DV0917                          STATION DESCRIPTION
 DV0917
 DV0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0917'9.0 MI SE FROM HOT SPRINGS JUNCTION.
 DV0917'9.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0917'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 160, NORTHEAST OF THE
 DV0917'TRACK, AT CULVERT A 160, AND IN THE TOP OF THE CONCRETE HEADWALL. A
 DV0917'STANDARD MONEL-METAL RIVET.
 DV0917
 DV0917                          STATION RECOVERY (2008)
 DV0917
 DV0917'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0917'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0917'45.912' W112 30.682'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0918 ***********************************************************************
 DV0918  DESIGNATION -  RV 102
 DV0918  PID         -  DV0918
 DV0918  STATE/COUNTY-  AZ/MARICOPA
 DV0918  USGS QUAD   -  WITTMANN (1981)
 DV0918
 DV0918                         *CURRENT SURVEY CONTROL
 DV0918  ___________________________________________________________________
 DV0918* NAD 83(1986)-  33 46 33.     (N)    112 31 31.     (W)     SCALED    
 DV0918* NAVD 88     -       512.136  (meters)    1680.23   (feet)  POSTED    
 DV0918  ___________________________________________________________________
 DV0918  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0918  DYNAMIC HT  -         511.530 (meters)    1678.24  (feet)  COMP
 DV0918  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 DV0918
 DV0918  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0918
 DV0918.The horizontal coordinates were scaled from a topographic map and have
 DV0918.an estimated accuracy of +/- 6 seconds.
 DV0918
 DV0918.The orthometric height was determined by differential leveling
 DV0918.and adjusted in November 2005.
 DV0918.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0918.was located on a no-check spur therefore a value was not computed.
 DV0918.No vertical observational check was made to the station.
 DV0918
 DV0918.The geoid height was determined by GEOID03.
 DV0918
 DV0918.The dynamic height is computed by dividing the NAVD 88
 DV0918.geopotential number by the normal gravity value computed on the
 DV0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0918.degrees latitude (g = 980.6199 gals.).
 DV0918
 DV0918.The modeled gravity was interpolated from observed gravity values.
 DV0918
 DV0918;                    North         East    Units  Estimated Accuracy
 DV0918;SPC AZ C     -   307,960.      156,990.      MT  (+/- 180 meters Scaled)
 DV0918
 DV0918                          SUPERSEDED SURVEY CONTROL
 DV0918
 DV0918  NGVD 29 (??/??/92)  511.620  (m)         1678.54   (f) ADJ UNCH    2 0
 DV0918
 DV0918.Superseded values are not recommended for survey control.
 DV0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0918.See file dsdata.txt to determine how the superseded data were derived.
 DV0918
 DV0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC587383(NAD 83)
 DV0918_MARKER: R = RIVET
 DV0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0918_SP_SET: BRIDGE
 DV0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0918
 DV0918  HISTORY     - Date     Condition        Report By
 DV0918  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0918  HISTORY     - 1939     GOOD             NGS
 DV0918  HISTORY     - 20080427 MARK NOT FOUND   GEOCAC
 DV0918
 DV0918                          STATION DESCRIPTION
 DV0918
 DV0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0918'7.9 MI SE FROM HOT SPRINGS JUNCTION.
 DV0918'7.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0918'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 159, OPPOSITE BRIDGE
 DV0918'A 159, AT A HIGHWAY BRIDGE, AND IN THE TOP OF THE EAST CONCRETE WIND
 DV0918'WALL.  A STANDARD MONEL-METAL RIVET.
 DV0918
 DV0918                          STATION RECOVERY (2008)
 DV0918
 DV0918'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0918'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0918'MARK. THE HIGHWAY BRIDGE HAS BEEN REPLACED/REBUILT. ASSUMED DESTROYED.
 DV0918' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0921 ***********************************************************************
 DV0921  DESIGNATION -  RV 104
 DV0921  PID         -  DV0921
 DV0921  STATE/COUNTY-  AZ/MARICOPA
 DV0921  USGS QUAD   -  WITTMANN (1981)
 DV0921
 DV0921                         *CURRENT SURVEY CONTROL
 DV0921  ___________________________________________________________________
 DV0921* NAD 83(1986)-  33 47 44.     (N)    112 33 03.     (W)     SCALED    
 DV0921* NAVD 88     -       539.317  (meters)    1769.41   (feet)  POSTED    
 DV0921  ___________________________________________________________________
 DV0921  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0921  DYNAMIC HT  -         538.680 (meters)    1767.32  (feet)  COMP
 DV0921  MODELED GRAV-     979,430.0   (mgal)                       NAVD 88
 DV0921
 DV0921  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0921
 DV0921.The horizontal coordinates were scaled from a topographic map and have
 DV0921.an estimated accuracy of +/- 6 seconds.
 DV0921
 DV0921.The orthometric height was determined by differential leveling
 DV0921.and adjusted in November 2005.
 DV0921.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0921.was located on a no-check spur therefore a value was not computed.
 DV0921.No vertical observational check was made to the station.
 DV0921
 DV0921.The geoid height was determined by GEOID03.
 DV0921
 DV0921.The dynamic height is computed by dividing the NAVD 88
 DV0921.geopotential number by the normal gravity value computed on the
 DV0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0921.degrees latitude (g = 980.6199 gals.).
 DV0921
 DV0921.The modeled gravity was interpolated from observed gravity values.
 DV0921
 DV0921;                    North         East    Units  Estimated Accuracy
 DV0921;SPC AZ C     -   310,160.      154,640.      MT  (+/- 180 meters Scaled)
 DV0921
 DV0921                          SUPERSEDED SURVEY CONTROL
 DV0921
 DV0921  NGVD 29 (??/??/92)  538.788  (m)         1767.67   (f) ADJ UNCH    2 0
 DV0921
 DV0921.Superseded values are not recommended for survey control.
 DV0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0921.See file dsdata.txt to determine how the superseded data were derived.
 DV0921
 DV0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC564405(NAD 83)
 DV0921_MARKER: R = RIVET
 DV0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0921_SP_SET: PARAPET WALL
 DV0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0921
 DV0921  HISTORY     - Date     Condition        Report By
 DV0921  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0921  HISTORY     - 1939     GOOD             NGS
 DV0921  HISTORY     - 20080427 MARK NOT FOUND   GEOCAC
 DV0921
 DV0921                          STATION DESCRIPTION
 DV0921
 DV0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0921'5.7 MI SE FROM HOT SPRINGS JUNCTION.
 DV0921'5.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0921'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 157, AT THE SOUTHEAST
 DV0921'END OF BRIDGE AA 157, SOUTHWEST OF THE TRACK, AND IN THE TOP OF THE
 DV0921'CONCRETE PARAPET WALL.  A STANDARD MONEL-METAL RIVET.
 DV0921
 DV0921                          STATION RECOVERY (2008)
 DV0921
 DV0921'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0921'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0921'MARK. THE BRIDGE AND IT'S PARAPET WALLS HAVE BEEN REPLACED BY TWO
 DV0921'LARGE-DIAMETER CORRUGATED METAL CULVERTS. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0923 ***********************************************************************
 DV0923  DESIGNATION -  RV 105
 DV0923  PID         -  DV0923
 DV0923  STATE/COUNTY-  AZ/MARICOPA
 DV0923  USGS QUAD   -  WITTMANN (1981)
 DV0923
 DV0923                         *CURRENT SURVEY CONTROL
 DV0923  ___________________________________________________________________
 DV0923* NAD 83(1986)-  33 48 22.     (N)    112 33 51.     (W)     SCALED    
 DV0923* NAVD 88     -       556.207  (meters)    1824.82   (feet)  POSTED    
 DV0923  ___________________________________________________________________
 DV0923  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0923  DYNAMIC HT  -         555.540 (meters)    1822.63  (feet)  COMP
 DV0923  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 DV0923
 DV0923  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0923
 DV0923.The horizontal coordinates were scaled from a topographic map and have
 DV0923.an estimated accuracy of +/- 6 seconds.
 DV0923
 DV0923.The orthometric height was determined by differential leveling
 DV0923.and adjusted in November 2005.
 DV0923.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0923.was located on a no-check spur therefore a value was not computed.
 DV0923.No vertical observational check was made to the station.
 DV0923
 DV0923.The geoid height was determined by GEOID03.
 DV0923
 DV0923.The dynamic height is computed by dividing the NAVD 88
 DV0923.geopotential number by the normal gravity value computed on the
 DV0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0923.degrees latitude (g = 980.6199 gals.).
 DV0923
 DV0923.The modeled gravity was interpolated from observed gravity values.
 DV0923
 DV0923;                    North         East    Units  Estimated Accuracy
 DV0923;SPC AZ C     -   311,340.      153,410.      MT  (+/- 180 meters Scaled)
 DV0923
 DV0923                          SUPERSEDED SURVEY CONTROL
 DV0923
 DV0923  NGVD 29 (??/??/92)  555.674  (m)         1823.07   (f) ADJ UNCH    2 0
 DV0923
 DV0923.Superseded values are not recommended for survey control.
 DV0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0923.See file dsdata.txt to determine how the superseded data were derived.
 DV0923
 DV0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC552417(NAD 83)
 DV0923_MARKER: R = RIVET
 DV0923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0923_SP_SET: CULVERT
 DV0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0923+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0923
 DV0923  HISTORY     - Date     Condition        Report By
 DV0923  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0923  HISTORY     - 1939     GOOD             NGS
 DV0923  HISTORY     - 20080427 GOOD             GEOCAC
 DV0923
 DV0923                          STATION DESCRIPTION
 DV0923
 DV0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0923'4.6 MI SE FROM HOT SPRINGS JUNCTION.
 DV0923'4.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0923'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 156, AT CULVERT A
 DV0923'156, AND IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD
 DV0923'MONEL-METAL RIVET.
 DV0923
 DV0923                          STATION RECOVERY (2008)
 DV0923
 DV0923'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0923'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0923'48.384' W112 33.852'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0925 ***********************************************************************
 DV0925  DESIGNATION -  RV 106
 DV0925  PID         -  DV0925
 DV0925  STATE/COUNTY-  AZ/MARICOPA
 DV0925  USGS QUAD   -  WITTMANN (1981)
 DV0925
 DV0925                         *CURRENT SURVEY CONTROL
 DV0925  ___________________________________________________________________
 DV0925* NAD 83(1986)-  33 48 54.     (N)    112 34 30.     (W)     SCALED    
 DV0925* NAVD 88     -       571.489  (meters)    1874.96   (feet)  POSTED    
 DV0925  ___________________________________________________________________
 DV0925  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV0925  DYNAMIC HT  -         570.810 (meters)    1872.73  (feet)  COMP
 DV0925  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 DV0925
 DV0925  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0925
 DV0925.The horizontal coordinates were scaled from a topographic map and have
 DV0925.an estimated accuracy of +/- 6 seconds.
 DV0925
 DV0925.The orthometric height was determined by differential leveling
 DV0925.and adjusted in November 2005.
 DV0925.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0925.was located on a no-check spur therefore a value was not computed.
 DV0925.No vertical observational check was made to the station.
 DV0925
 DV0925.The geoid height was determined by GEOID03.
 DV0925
 DV0925.The dynamic height is computed by dividing the NAVD 88
 DV0925.geopotential number by the normal gravity value computed on the
 DV0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0925.degrees latitude (g = 980.6199 gals.).
 DV0925
 DV0925.The modeled gravity was interpolated from observed gravity values.
 DV0925
 DV0925;                    North         East    Units  Estimated Accuracy
 DV0925;SPC AZ C     -   312,330.      152,410.      MT  (+/- 180 meters Scaled)
 DV0925
 DV0925                          SUPERSEDED SURVEY CONTROL
 DV0925
 DV0925  NGVD 29 (??/??/92)  570.949  (m)         1873.19   (f) ADJ UNCH    2 0
 DV0925
 DV0925.Superseded values are not recommended for survey control.
 DV0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0925.See file dsdata.txt to determine how the superseded data were derived.
 DV0925
 DV0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC542427(NAD 83)
 DV0925_MARKER: R = RIVET
 DV0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0925_SP_SET: CULVERT
 DV0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0925+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 DV0925
 DV0925  HISTORY     - Date     Condition        Report By
 DV0925  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0925  HISTORY     - 1939     GOOD             NGS
 DV0925  HISTORY     - 1967     GOOD             NGS
 DV0925  HISTORY     - 20070428 GOOD             GEOCAC
 DV0925
 DV0925                          STATION DESCRIPTION
 DV0925
 DV0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0925'3.6 MI SE FROM HOT SPRINGS JUNCTION.
 DV0925'3.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0925'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 155, AT CULVERT A
 DV0925'155, AND IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD
 DV0925'MONEL-METAL RIVET.
 DV0925
 DV0925                          STATION RECOVERY (1967)
 DV0925
 DV0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0925'RECOVERED IN GOOD CONDITION.
 DV0925
 DV0925                          STATION RECOVERY (2007)
 DV0925
 DV0925'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0927 ***********************************************************************
 DV0927  DESIGNATION -  RV 107
 DV0927  PID         -  DV0927
 DV0927  STATE/COUNTY-  AZ/MARICOPA
 DV0927  USGS QUAD   -  WITTMANN (1981)
 DV0927
 DV0927                         *CURRENT SURVEY CONTROL
 DV0927  ___________________________________________________________________
 DV0927* NAD 83(1986)-  33 49 33.     (N)    112 35 21.     (W)     SCALED    
 DV0927* NAVD 88     -       580.874  (meters)    1905.75   (feet)  POSTED    
 DV0927  ___________________________________________________________________
 DV0927  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DV0927  DYNAMIC HT  -         580.180 (meters)    1903.47  (feet)  COMP
 DV0927  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 DV0927
 DV0927  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0927
 DV0927.The horizontal coordinates were scaled from a topographic map and have
 DV0927.an estimated accuracy of +/- 6 seconds.
 DV0927
 DV0927.The orthometric height was determined by differential leveling
 DV0927.and adjusted in November 2005.
 DV0927.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0927.was located on a no-check spur therefore a value was not computed.
 DV0927.No vertical observational check was made to the station.
 DV0927
 DV0927.The geoid height was determined by GEOID03.
 DV0927
 DV0927.The dynamic height is computed by dividing the NAVD 88
 DV0927.geopotential number by the normal gravity value computed on the
 DV0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0927.degrees latitude (g = 980.6199 gals.).
 DV0927
 DV0927.The modeled gravity was interpolated from observed gravity values.
 DV0927
 DV0927;                    North         East    Units  Estimated Accuracy
 DV0927;SPC AZ C     -   313,540.      151,110.      MT  (+/- 180 meters Scaled)
 DV0927
 DV0927                          SUPERSEDED SURVEY CONTROL
 DV0927
 DV0927  NGVD 29 (??/??/92)  580.336  (m)         1903.99   (f) ADJ UNCH    2 0
 DV0927
 DV0927.Superseded values are not recommended for survey control.
 DV0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0927.See file dsdata.txt to determine how the superseded data were derived.
 DV0927
 DV0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC529439(NAD 83)
 DV0927_MARKER: R = RIVET
 DV0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0927_SP_SET: CULVERT
 DV0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0927+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0927
 DV0927  HISTORY     - Date     Condition        Report By
 DV0927  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0927  HISTORY     - 1939     GOOD             NGS
 DV0927  HISTORY     - 20080427 GOOD             GEOCAC
 DV0927
 DV0927                          STATION DESCRIPTION
 DV0927
 DV0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0927'2.7 MI SE FROM HOT SPRINGS JUNCTION.
 DV0927'2.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0927'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 154, AT CULVERT A
 DV0927'154, AND IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD
 DV0927'MONEL-METAL RIVET.
 DV0927
 DV0927                          STATION RECOVERY (2008)
 DV0927
 DV0927'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0927'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0927'49.555' W112 35.356'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0928 ***********************************************************************
 DV0928  DESIGNATION -  RV 108
 DV0928  PID         -  DV0928
 DV0928  STATE/COUNTY-  AZ/MARICOPA
 DV0928  USGS QUAD   -  WITTMANN (1981)
 DV0928
 DV0928                         *CURRENT SURVEY CONTROL
 DV0928  ___________________________________________________________________
 DV0928* NAD 83(1986)-  33 50 11.     (N)    112 36 11.     (W)     SCALED    
 DV0928* NAVD 88     -       592.596  (meters)    1944.21   (feet)  POSTED    
 DV0928  ___________________________________________________________________
 DV0928  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV0928  DYNAMIC HT  -         591.890 (meters)    1941.89  (feet)  COMP
 DV0928  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 DV0928
 DV0928  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0928
 DV0928.The horizontal coordinates were scaled from a topographic map and have
 DV0928.an estimated accuracy of +/- 6 seconds.
 DV0928
 DV0928.The orthometric height was determined by differential leveling
 DV0928.and adjusted in November 2005.
 DV0928.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0928.was located on a no-check spur therefore a value was not computed.
 DV0928.No vertical observational check was made to the station.
 DV0928
 DV0928.The geoid height was determined by GEOID03.
 DV0928
 DV0928.The dynamic height is computed by dividing the NAVD 88
 DV0928.geopotential number by the normal gravity value computed on the
 DV0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0928.degrees latitude (g = 980.6199 gals.).
 DV0928
 DV0928.The modeled gravity was interpolated from observed gravity values.
 DV0928
 DV0928;                    North         East    Units  Estimated Accuracy
 DV0928;SPC AZ C     -   314,720.      149,830.      MT  (+/- 180 meters Scaled)
 DV0928
 DV0928                          SUPERSEDED SURVEY CONTROL
 DV0928
 DV0928  NGVD 29 (??/??/92)  592.053  (m)         1942.43   (f) ADJ UNCH    2 0
 DV0928
 DV0928.Superseded values are not recommended for survey control.
 DV0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0928.See file dsdata.txt to determine how the superseded data were derived.
 DV0928
 DV0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC516451(NAD 83)
 DV0928_MARKER: R = RIVET
 DV0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0928_SP_SET: CULVERT
 DV0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0928+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0928
 DV0928  HISTORY     - Date     Condition        Report By
 DV0928  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0928  HISTORY     - 1939     GOOD             NGS
 DV0928  HISTORY     - 20080427 GOOD             GEOCAC
 DV0928
 DV0928                          STATION DESCRIPTION
 DV0928
 DV0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0928'1.7 MI SE FROM HOT SPRINGS JUNCTION.
 DV0928'1.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0928'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 153, AT CULVERT A
 DV0928'153, AND IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD
 DV0928'MONEL-METAL RIVET.
 DV0928
 DV0928                          STATION RECOVERY (2008)
 DV0928
 DV0928'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0928'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0928'50.198' W112 36.183'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0931 ***********************************************************************
 DV0931  DESIGNATION -  RV 109
 DV0931  PID         -  DV0931
 DV0931  STATE/COUNTY-  AZ/MARICOPA
 DV0931  USGS QUAD   -  WITTMANN (1981)
 DV0931
 DV0931                         *CURRENT SURVEY CONTROL
 DV0931  ___________________________________________________________________
 DV0931* NAD 83(1986)-  33 50 58.     (N)    112 37 10.     (W)     SCALED    
 DV0931* NAVD 88     -       599.056  (meters)    1965.40   (feet)  POSTED    
 DV0931  ___________________________________________________________________
 DV0931  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0931  DYNAMIC HT  -         598.340 (meters)    1963.05  (feet)  COMP
 DV0931  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 DV0931
 DV0931  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0931
 DV0931.The horizontal coordinates were scaled from a topographic map and have
 DV0931.an estimated accuracy of +/- 6 seconds.
 DV0931
 DV0931.The orthometric height was determined by differential leveling
 DV0931.and adjusted in November 2005.
 DV0931.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0931.was located on a no-check spur therefore a value was not computed.
 DV0931.No vertical observational check was made to the station.
 DV0931
 DV0931.The geoid height was determined by GEOID03.
 DV0931
 DV0931.The dynamic height is computed by dividing the NAVD 88
 DV0931.geopotential number by the normal gravity value computed on the
 DV0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0931.degrees latitude (g = 980.6199 gals.).
 DV0931
 DV0931.The modeled gravity was interpolated from observed gravity values.
 DV0931
 DV0931;                    North         East    Units  Estimated Accuracy
 DV0931;SPC AZ C     -   316,180.      148,330.      MT  (+/- 180 meters Scaled)
 DV0931
 DV0931                          SUPERSEDED SURVEY CONTROL
 DV0931
 DV0931  NGVD 29 (??/??/92)  598.506  (m)         1963.60   (f) ADJ UNCH    2 0
 DV0931
 DV0931.Superseded values are not recommended for survey control.
 DV0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0931.See file dsdata.txt to determine how the superseded data were derived.
 DV0931
 DV0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC501466(NAD 83)
 DV0931_MARKER: R = RIVET
 DV0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0931_SP_SET: CULVERT
 DV0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0931+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0931
 DV0931  HISTORY     - Date     Condition        Report By
 DV0931  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0931  HISTORY     - 1939     GOOD             NGS
 DV0931  HISTORY     - 20080427 GOOD             GEOCAC
 DV0931
 DV0931                          STATION DESCRIPTION
 DV0931
 DV0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0931'IN HOT SPRINGS JUNCTION.
 DV0931'AT HOT SPRINGS JUNCTION (MORRISTOWN), MARICOPA COUNTY, ON THE
 DV0931'ATCHISON, TOPEKA AND SANTA FE RAILWAY, NORTHWEST OF MILEPOST 151, AT
 DV0931'CULVERT E 151, AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A
 DV0931'STANDARD MONEL-METAL RIVET.
 DV0931
 DV0931                          STATION RECOVERY (2008)
 DV0931
 DV0931'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0931'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0931'50.966' W112 37.181'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0101 ***********************************************************************
 DU0101  DESIGNATION -  RV 11
 DU0101  PID         -  DU0101
 DU0101  STATE/COUNTY-  AZ/GRAHAM
 DU0101  USGS QUAD   -  CALVA (1989)
 DU0101
 DU0101                         *CURRENT SURVEY CONTROL
 DU0101  ___________________________________________________________________
 DU0101* NAD 83(1986)-  33 09 27.     (N)    110 08 09.     (W)     SCALED    
 DU0101* NAVD 88     -       796.871  (meters)    2614.40   (feet)  ADJUSTED  
 DU0101  ___________________________________________________________________
 DU0101  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU0101  DYNAMIC HT  -         795.790 (meters)    2610.85  (feet)  COMP
 DU0101  MODELED GRAV-     979,255.5   (mgal)                       NAVD 88
 DU0101
 DU0101  VERT ORDER  -  FIRST     CLASS II
 DU0101
 DU0101.The horizontal coordinates were scaled from a topographic map and have
 DU0101.an estimated accuracy of +/- 6 seconds.
 DU0101
 DU0101.The orthometric height was determined by differential leveling
 DU0101.and adjusted in June 1991.
 DU0101
 DU0101.The geoid height was determined by GEOID03.
 DU0101
 DU0101.The dynamic height is computed by dividing the NAVD 88
 DU0101.geopotential number by the normal gravity value computed on the
 DU0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0101.degrees latitude (g = 980.6199 gals.).
 DU0101
 DU0101.The modeled gravity was interpolated from observed gravity values.
 DU0101
 DU0101;                    North         East    Units  Estimated Accuracy
 DU0101;SPC AZ E     -   239,220.      216,240.      MT  (+/- 180 meters Scaled)
 DU0101
 DU0101                          SUPERSEDED SURVEY CONTROL
 DU0101
 DU0101  NGVD 29 (??/??/92)  796.293  (m)         2612.50   (f) ADJ UNCH    1 2
 DU0101
 DU0101.Superseded values are not recommended for survey control.
 DU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0101.See file dsdata.txt to determine how the superseded data were derived.
 DU0101
 DU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB805690(NAD 83)
 DU0101_MARKER: R = RIVET
 DU0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0101_SP_SET: CULVERT
 DU0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0101
 DU0101  HISTORY     - Date     Condition        Report By
 DU0101  HISTORY     - UNK      MONUMENTED       SPRR
 DU0101  HISTORY     - 1933     GOOD             NGS
 DU0101
 DU0101                          STATION DESCRIPTION
 DU0101
 DU0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0101'BYLAS.
 DU0101'ON SOUTHERN PACIFIC RIGHT OF WAY, 945 FEET EAST OF MILEPOST 1173, 20
 DU0101'FEET NORTH OF RAILROAD CENTER-LINE, WEST OF MAVA POINT, ON HEAD-WALL
 DU0101'OF CULVERT MARKED 1172.82.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0933 ***********************************************************************
 DV0933  DESIGNATION -  RV 111
 DV0933  PID         -  DV0933
 DV0933  STATE/COUNTY-  AZ/MARICOPA
 DV0933  USGS QUAD   -  WICKENBURG SW (1965)
 DV0933
 DV0933                         *CURRENT SURVEY CONTROL
 DV0933  ___________________________________________________________________
 DV0933* NAD 83(1986)-  33 51 56.     (N)    112 38 43.     (W)     SCALED    
 DV0933* NAVD 88     -       590.430  (meters)    1937.10   (feet)  POSTED    
 DV0933  ___________________________________________________________________
 DV0933  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0933  DYNAMIC HT  -         589.720 (meters)    1934.77  (feet)  COMP
 DV0933  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 DV0933
 DV0933  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0933
 DV0933.The horizontal coordinates were scaled from a topographic map and have
 DV0933.an estimated accuracy of +/- 6 seconds.
 DV0933
 DV0933.The orthometric height was determined by differential leveling
 DV0933.and adjusted in November 2005.
 DV0933.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0933.was located on a no-check spur therefore a value was not computed.
 DV0933.No vertical observational check was made to the station.
 DV0933
 DV0933.The geoid height was determined by GEOID03.
 DV0933
 DV0933.The dynamic height is computed by dividing the NAVD 88
 DV0933.geopotential number by the normal gravity value computed on the
 DV0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0933.degrees latitude (g = 980.6199 gals.).
 DV0933
 DV0933.The modeled gravity was interpolated from observed gravity values.
 DV0933
 DV0933;                    North         East    Units  Estimated Accuracy
 DV0933;SPC AZ C     -   317,980.      145,950.      MT  (+/- 180 meters Scaled)
 DV0933
 DV0933                          SUPERSEDED SURVEY CONTROL
 DV0933
 DV0933  NGVD 29 (??/??/92)  589.876  (m)         1935.28   (f) ADJ UNCH    2 0
 DV0933
 DV0933.Superseded values are not recommended for survey control.
 DV0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0933.See file dsdata.txt to determine how the superseded data were derived.
 DV0933
 DV0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC478484(NAD 83)
 DV0933_MARKER: R = RIVET
 DV0933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0933_SP_SET: CULVERT
 DV0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0933+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0933
 DV0933  HISTORY     - Date     Condition        Report By
 DV0933  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0933  HISTORY     - 1939     GOOD             NGS
 DV0933  HISTORY     - 20080427 GOOD             GEOCAC
 DV0933
 DV0933                          STATION DESCRIPTION
 DV0933
 DV0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0933'1.6 MI NW FROM HOT SPRINGS JUNCTION.
 DV0933'1.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0933'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 149, AT CULVERT J 149
 DV0933'AND IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD
 DV0933'MONEL-METAL RIVET.
 DV0933
 DV0933                          STATION RECOVERY (2008)
 DV0933
 DV0933'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0933'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0933'51.942' W112 38.712'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0935 ***********************************************************************
 DV0935  DESIGNATION -  RV 112
 DV0935  PID         -  DV0935
 DV0935  STATE/COUNTY-  AZ/MARICOPA
 DV0935  USGS QUAD   -  WICKENBURG (1978)
 DV0935
 DV0935                         *CURRENT SURVEY CONTROL
 DV0935  ___________________________________________________________________
 DV0935* NAD 83(1986)-  33 52 32.     (N)    112 39 25.     (W)     SCALED    
 DV0935* NAVD 88     -       570.754  (meters)    1872.55   (feet)  POSTED    
 DV0935  ___________________________________________________________________
 DV0935  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0935  DYNAMIC HT  -         570.070 (meters)    1870.30  (feet)  COMP
 DV0935  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 DV0935
 DV0935  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0935
 DV0935.The horizontal coordinates were scaled from a topographic map and have
 DV0935.an estimated accuracy of +/- 6 seconds.
 DV0935
 DV0935.The orthometric height was determined by differential leveling
 DV0935.and adjusted in November 2005.
 DV0935.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0935.was located on a no-check spur therefore a value was not computed.
 DV0935.No vertical observational check was made to the station.
 DV0935
 DV0935.The geoid height was determined by GEOID03.
 DV0935
 DV0935.The dynamic height is computed by dividing the NAVD 88
 DV0935.geopotential number by the normal gravity value computed on the
 DV0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0935.degrees latitude (g = 980.6199 gals.).
 DV0935
 DV0935.The modeled gravity was interpolated from observed gravity values.
 DV0935
 DV0935;                    North         East    Units  Estimated Accuracy
 DV0935;SPC AZ C     -   319,100.      144,880.      MT  (+/- 180 meters Scaled)
 DV0935
 DV0935                          SUPERSEDED SURVEY CONTROL
 DV0935
 DV0935  NGVD 29 (??/??/92)  570.205  (m)         1870.75   (f) ADJ UNCH    2 0
 DV0935
 DV0935.Superseded values are not recommended for survey control.
 DV0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0935.See file dsdata.txt to determine how the superseded data were derived.
 DV0935
 DV0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC467495(NAD 83)
 DV0935_MARKER: R = RIVET
 DV0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0935_SP_SET: PARAPET WALL
 DV0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0935+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0935
 DV0935  HISTORY     - Date     Condition        Report By
 DV0935  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0935  HISTORY     - 1939     GOOD             NGS
 DV0935  HISTORY     - 20080427 GOOD             GEOCAC
 DV0935
 DV0935                          STATION DESCRIPTION
 DV0935
 DV0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0935'2.6 MI NW FROM HOT SPRINGS JUNCTION.
 DV0935'2.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0935'FROM HOT SPRINGS JUNCTION, NORTHWEST OF MILEPOST 148, AT THE NORTHWEST
 DV0935'END OF BRIDGE G 148, AND IN THE TOP OF THE SOUTHWEST CONCRETE PARAPET
 DV0935'WALL.  A STANDARD MONEL-METAL RIVET.
 DV0935
 DV0935                          STATION RECOVERY (2008)
 DV0935
 DV0935'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0935'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0935'52.547' W112 39.410'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0937 ***********************************************************************
 DV0937  DESIGNATION -  RV 113
 DV0937  PID         -  DV0937
 DV0937  STATE/COUNTY-  AZ/MARICOPA
 DV0937  USGS QUAD   -  WICKENBURG (1978)
 DV0937
 DV0937                         *CURRENT SURVEY CONTROL
 DV0937  ___________________________________________________________________
 DV0937* NAD 83(1986)-  33 52 57.     (N)    112 39 41.     (W)     SCALED    
 DV0937* NAVD 88     -       566.604  (meters)    1858.93   (feet)  POSTED    
 DV0937  ___________________________________________________________________
 DV0937  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DV0937  DYNAMIC HT  -         565.930 (meters)    1856.72  (feet)  COMP
 DV0937  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 DV0937
 DV0937  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0937
 DV0937.The horizontal coordinates were scaled from a topographic map and have
 DV0937.an estimated accuracy of +/- 6 seconds.
 DV0937
 DV0937.The orthometric height was determined by differential leveling
 DV0937.and adjusted in November 2005.
 DV0937.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0937.was located on a no-check spur therefore a value was not computed.
 DV0937.No vertical observational check was made to the station.
 DV0937
 DV0937.The geoid height was determined by GEOID03.
 DV0937
 DV0937.The dynamic height is computed by dividing the NAVD 88
 DV0937.geopotential number by the normal gravity value computed on the
 DV0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0937.degrees latitude (g = 980.6199 gals.).
 DV0937
 DV0937.The modeled gravity was interpolated from observed gravity values.
 DV0937
 DV0937;                    North         East    Units  Estimated Accuracy
 DV0937;SPC AZ C     -   319,870.      144,470.      MT  (+/- 180 meters Scaled)
 DV0937
 DV0937                          SUPERSEDED SURVEY CONTROL
 DV0937
 DV0937  NGVD 29 (??/??/92)  566.056  (m)         1857.14   (f) ADJ UNCH    2 0
 DV0937
 DV0937.Superseded values are not recommended for survey control.
 DV0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0937.See file dsdata.txt to determine how the superseded data were derived.
 DV0937
 DV0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC463503(NAD 83)
 DV0937_MARKER: R = RIVET
 DV0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0937_SP_SET: PARAPET WALL
 DV0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0937
 DV0937  HISTORY     - Date     Condition        Report By
 DV0937  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0937  HISTORY     - 1939     GOOD             NGS
 DV0937  HISTORY     - 20080427 GOOD             GEOCAC
 DV0937
 DV0937                          STATION DESCRIPTION
 DV0937
 DV0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0937'3.1 MI NW FROM HOT SPRINGS JUNCTION.
 DV0937'3.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0937'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, NORTHWEST OF MILEPOST 148,
 DV0937'ON THE NORTHWEST BANK OF HASSAYAMPA RIVER, AT THE NORTHWEST END OF
 DV0937'BRIDGE B 148, NORTHEAST OF THE TRACK, AND IN THE TOP OF THE PARAPET
 DV0937'WALL.  A STANDARD MONEL-METAL RIVET.
 DV0937
 DV0937                          STATION RECOVERY (2008)
 DV0937
 DV0937'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0937'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0937'52.963' W112 39.684'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0938 ***********************************************************************
 DV0938  DESIGNATION -  RV 114
 DV0938  PID         -  DV0938
 DV0938  STATE/COUNTY-  AZ/MARICOPA
 DV0938  USGS QUAD   -  WICKENBURG (1978)
 DV0938
 DV0938                         *CURRENT SURVEY CONTROL
 DV0938  ___________________________________________________________________
 DV0938* NAD 83(1986)-  33 53 52.     (N)    112 40 22.     (W)     SCALED    
 DV0938* NAVD 88     -       571.621  (meters)    1875.39   (feet)  POSTED    
 DV0938  ___________________________________________________________________
 DV0938  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DV0938  DYNAMIC HT  -         570.930 (meters)    1873.13  (feet)  COMP
 DV0938  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 DV0938
 DV0938  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0938
 DV0938.The horizontal coordinates were scaled from a topographic map and have
 DV0938.an estimated accuracy of +/- 6 seconds.
 DV0938
 DV0938.The orthometric height was determined by differential leveling
 DV0938.and adjusted in November 2005.
 DV0938.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0938.was located on a no-check spur therefore a value was not computed.
 DV0938.No vertical observational check was made to the station.
 DV0938
 DV0938.The geoid height was determined by GEOID03.
 DV0938
 DV0938.The dynamic height is computed by dividing the NAVD 88
 DV0938.geopotential number by the normal gravity value computed on the
 DV0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0938.degrees latitude (g = 980.6199 gals.).
 DV0938
 DV0938.The modeled gravity was interpolated from observed gravity values.
 DV0938
 DV0938;                    North         East    Units  Estimated Accuracy
 DV0938;SPC AZ C     -   321,570.      143,430.      MT  (+/- 180 meters Scaled)
 DV0938
 DV0938                          SUPERSEDED SURVEY CONTROL
 DV0938
 DV0938  NGVD 29 (??/??/92)  571.071  (m)         1873.59   (f) ADJ UNCH    2 0
 DV0938
 DV0938.Superseded values are not recommended for survey control.
 DV0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0938.See file dsdata.txt to determine how the superseded data were derived.
 DV0938
 DV0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC453520(NAD 83)
 DV0938_MARKER: R = RIVET
 DV0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0938_SP_SET: CULVERT
 DV0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0938
 DV0938  HISTORY     - Date     Condition        Report By
 DV0938  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0938  HISTORY     - 1939     GOOD             NGS
 DV0938
 DV0938                          STATION DESCRIPTION
 DV0938
 DV0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0938'4.5 MI NW FROM HOT SPRINGS JUNCTION.
 DV0938'4.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0938'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, NORTHWEST OF MILEPOST 147,
 DV0938'AT CULVERT A 147, AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL. A
 DV0938'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0941 ***********************************************************************
 DV0941  DESIGNATION -  RV 115
 DV0941  PID         -  DV0941
 DV0941  STATE/COUNTY-  AZ/MARICOPA
 DV0941  USGS QUAD   -  WICKENBURG (1978)
 DV0941
 DV0941                         *CURRENT SURVEY CONTROL
 DV0941  ___________________________________________________________________
 DV0941* NAD 83(1986)-  33 54 31.     (N)    112 40 36.     (W)     SCALED    
 DV0941* NAVD 88     -       577.601  (meters)    1895.01   (feet)  POSTED    
 DV0941  ___________________________________________________________________
 DV0941  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DV0941  DYNAMIC HT  -         576.910 (meters)    1892.75  (feet)  COMP
 DV0941  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 DV0941
 DV0941  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0941
 DV0941.The horizontal coordinates were scaled from a topographic map and have
 DV0941.an estimated accuracy of +/- 6 seconds.
 DV0941
 DV0941.The orthometric height was determined by differential leveling
 DV0941.and adjusted in November 2005.
 DV0941.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0941.was located on a no-check spur therefore a value was not computed.
 DV0941.No vertical observational check was made to the station.
 DV0941
 DV0941.The geoid height was determined by GEOID03.
 DV0941
 DV0941.The dynamic height is computed by dividing the NAVD 88
 DV0941.geopotential number by the normal gravity value computed on the
 DV0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0941.degrees latitude (g = 980.6199 gals.).
 DV0941
 DV0941.The modeled gravity was interpolated from observed gravity values.
 DV0941
 DV0941;                    North         East    Units  Estimated Accuracy
 DV0941;SPC AZ C     -   322,780.      143,080.      MT  (+/- 180 meters Scaled)
 DV0941
 DV0941                          SUPERSEDED SURVEY CONTROL
 DV0941
 DV0941  NGVD 29 (??/??/92)  577.048  (m)         1893.20   (f) ADJ UNCH    2 0
 DV0941
 DV0941.Superseded values are not recommended for survey control.
 DV0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0941.See file dsdata.txt to determine how the superseded data were derived.
 DV0941
 DV0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC449532(NAD 83)
 DV0941_MARKER: R = RIVET
 DV0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0941_SP_SET: CULVERT
 DV0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0941
 DV0941  HISTORY     - Date     Condition        Report By
 DV0941  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0941  HISTORY     - 1939     GOOD             NGS
 DV0941
 DV0941                          STATION DESCRIPTION
 DV0941
 DV0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0941'5.3 MI NW FROM HOT SPRINGS JUNCTION.
 DV0941'5.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0941'FROM HOT SPRINGS JUNCTION, MARICOPA COUNTY, NORTHWEST OF MILEPOST 146,
 DV0941'AT CULVERT B 146, AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL. A
 DV0941'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0943 ***********************************************************************
 DV0943  DESIGNATION -  RV 116
 DV0943  PID         -  DV0943
 DV0943  STATE/COUNTY-  AZ/MARICOPA
 DV0943  USGS QUAD   -  WICKENBURG (1978)
 DV0943
 DV0943                         *CURRENT SURVEY CONTROL
 DV0943  ___________________________________________________________________
 DV0943* NAD 83(1986)-  33 55 17.     (N)    112 41 03.     (W)     SCALED    
 DV0943* NAVD 88     -       585.716  (meters)    1921.64   (feet)  POSTED    
 DV0943  ___________________________________________________________________
 DV0943  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DV0943  DYNAMIC HT  -         585.010 (meters)    1919.32  (feet)  COMP
 DV0943  MODELED GRAV-     979,413.4   (mgal)                       NAVD 88
 DV0943
 DV0943  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0943
 DV0943.The horizontal coordinates were scaled from a topographic map and have
 DV0943.an estimated accuracy of +/- 6 seconds.
 DV0943
 DV0943.The orthometric height was determined by differential leveling
 DV0943.and adjusted in November 2005.
 DV0943.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0943.was located on a no-check spur therefore a value was not computed.
 DV0943.No vertical observational check was made to the station.
 DV0943
 DV0943.The geoid height was determined by GEOID03.
 DV0943
 DV0943.The dynamic height is computed by dividing the NAVD 88
 DV0943.geopotential number by the normal gravity value computed on the
 DV0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0943.degrees latitude (g = 980.6199 gals.).
 DV0943
 DV0943.The modeled gravity was interpolated from observed gravity values.
 DV0943
 DV0943;                    North         East    Units  Estimated Accuracy
 DV0943;SPC AZ C     -   324,200.      142,400.      MT  (+/- 180 meters Scaled)
 DV0943
 DV0943                          SUPERSEDED SURVEY CONTROL
 DV0943
 DV0943  NGVD 29 (??/??/92)  585.161  (m)         1919.82   (f) ADJ UNCH    2 0
 DV0943
 DV0943.Superseded values are not recommended for survey control.
 DV0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0943.See file dsdata.txt to determine how the superseded data were derived.
 DV0943
 DV0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC443547(NAD 83)
 DV0943_MARKER: R = RIVET
 DV0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0943_SP_SET: CULVERT
 DV0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0943
 DV0943  HISTORY     - Date     Condition        Report By
 DV0943  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0943  HISTORY     - 1939     GOOD             NGS
 DV0943
 DV0943                          STATION DESCRIPTION
 DV0943
 DV0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0943'4.4 MI SE FROM WICKENBURG.
 DV0943'4.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0943'FROM WICKENBURG, NORTHWEST OF MILEPOST 145, AT CULVERT A 145, AND IN
 DV0943'THE TOP OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 DV0943'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0944 ***********************************************************************
 DV0944  DESIGNATION -  RV 117
 DV0944  PID         -  DV0944
 DV0944  STATE/COUNTY-  AZ/MARICOPA
 DV0944  USGS QUAD   -  WICKENBURG (1978)
 DV0944
 DV0944                         *CURRENT SURVEY CONTROL
 DV0944  ___________________________________________________________________
 DV0944* NAD 83(1986)-  33 55 53.     (N)    112 41 49.     (W)     SCALED    
 DV0944* NAVD 88     -       597.993  (meters)    1961.92   (feet)  POSTED    
 DV0944  ___________________________________________________________________
 DV0944  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV0944  DYNAMIC HT  -         597.270 (meters)    1959.54  (feet)  COMP
 DV0944  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 DV0944
 DV0944  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0944
 DV0944.The horizontal coordinates were scaled from a topographic map and have
 DV0944.an estimated accuracy of +/- 6 seconds.
 DV0944
 DV0944.The orthometric height was determined by differential leveling
 DV0944.and adjusted in November 2005.
 DV0944.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0944.was located on a no-check spur therefore a value was not computed.
 DV0944.No vertical observational check was made to the station.
 DV0944
 DV0944.The geoid height was determined by GEOID03.
 DV0944
 DV0944.The dynamic height is computed by dividing the NAVD 88
 DV0944.geopotential number by the normal gravity value computed on the
 DV0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0944.degrees latitude (g = 980.6199 gals.).
 DV0944
 DV0944.The modeled gravity was interpolated from observed gravity values.
 DV0944
 DV0944;                    North         East    Units  Estimated Accuracy
 DV0944;SPC AZ C     -   325,320.      141,220.      MT  (+/- 180 meters Scaled)
 DV0944
 DV0944                          SUPERSEDED SURVEY CONTROL
 DV0944
 DV0944  NGVD 29 (??/??/92)  597.441  (m)         1960.10   (f) ADJ UNCH    2 0
 DV0944
 DV0944.Superseded values are not recommended for survey control.
 DV0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0944.See file dsdata.txt to determine how the superseded data were derived.
 DV0944
 DV0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC431558(NAD 83)
 DV0944_MARKER: R = RIVET
 DV0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0944_SP_SET: CULVERT
 DV0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0944
 DV0944  HISTORY     - Date     Condition        Report By
 DV0944  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0944  HISTORY     - 1939     GOOD             NGS
 DV0944
 DV0944                          STATION DESCRIPTION
 DV0944
 DV0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0944'3.5 MI SE FROM WICKENBURG.
 DV0944'3.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0944'FROM WICKENBURG, NORTHWEST OF MILEPOST 144, AT CULVERT A 144, AND IN
 DV0944'THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 DV0944'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0946 ***********************************************************************
 DV0946  DESIGNATION -  RV 118
 DV0946  PID         -  DV0946
 DV0946  STATE/COUNTY-  AZ/MARICOPA
 DV0946  USGS QUAD   -  WICKENBURG (1978)
 DV0946
 DV0946                         *CURRENT SURVEY CONTROL
 DV0946  ___________________________________________________________________
 DV0946* NAD 83(1986)-  33 56 35.     (N)    112 42 27.     (W)     SCALED    
 DV0946* NAVD 88     -       606.889  (meters)    1991.10   (feet)  POSTED    
 DV0946  ___________________________________________________________________
 DV0946  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV0946  DYNAMIC HT  -         606.160 (meters)    1988.71  (feet)  COMP
 DV0946  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 DV0946
 DV0946  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0946
 DV0946.The horizontal coordinates were scaled from a topographic map and have
 DV0946.an estimated accuracy of +/- 6 seconds.
 DV0946
 DV0946.The orthometric height was determined by differential leveling
 DV0946.and adjusted in November 2005.
 DV0946.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0946.was located on a no-check spur therefore a value was not computed.
 DV0946.No vertical observational check was made to the station.
 DV0946
 DV0946.The geoid height was determined by GEOID03.
 DV0946
 DV0946.The dynamic height is computed by dividing the NAVD 88
 DV0946.geopotential number by the normal gravity value computed on the
 DV0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0946.degrees latitude (g = 980.6199 gals.).
 DV0946
 DV0946.The modeled gravity was interpolated from observed gravity values.
 DV0946
 DV0946;                    North         East    Units  Estimated Accuracy
 DV0946;SPC AZ C     -   326,620.      140,260.      MT  (+/- 180 meters Scaled)
 DV0946
 DV0946                          SUPERSEDED SURVEY CONTROL
 DV0946
 DV0946  NGVD 29 (??/??/92)  606.334  (m)         1989.28   (f) ADJ UNCH    2 0
 DV0946
 DV0946.Superseded values are not recommended for survey control.
 DV0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0946.See file dsdata.txt to determine how the superseded data were derived.
 DV0946
 DV0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC422571(NAD 83)
 DV0946_MARKER: R = RIVET
 DV0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0946_SP_SET: CULVERT
 DV0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0946
 DV0946  HISTORY     - Date     Condition        Report By
 DV0946  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0946  HISTORY     - 1939     GOOD             NGS
 DV0946
 DV0946                          STATION DESCRIPTION
 DV0946
 DV0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0946'2.4 MI SE FROM WICKENBURG.
 DV0946'2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0946'FROM WICKENBURG, NORTHWEST OF MILEPOST 143, AT CULVERT A 143, AND IN
 DV0946'THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 DV0946'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0948 ***********************************************************************
 DV0948  DESIGNATION -  RV 119
 DV0948  PID         -  DV0948
 DV0948  STATE/COUNTY-  AZ/MARICOPA
 DV0948  USGS QUAD   -  WICKENBURG (1978)
 DV0948
 DV0948                         *CURRENT SURVEY CONTROL
 DV0948  ___________________________________________________________________
 DV0948* NAD 83(1986)-  33 57 09.     (N)    112 42 55.     (W)     SCALED    
 DV0948* NAVD 88     -       613.402  (meters)    2012.47   (feet)  POSTED    
 DV0948  ___________________________________________________________________
 DV0948  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DV0948  DYNAMIC HT  -         612.660 (meters)    2010.04  (feet)  COMP
 DV0948  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 DV0948
 DV0948  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0948
 DV0948.The horizontal coordinates were scaled from a topographic map and have
 DV0948.an estimated accuracy of +/- 6 seconds.
 DV0948
 DV0948.The orthometric height was determined by differential leveling
 DV0948.and adjusted in November 2005.
 DV0948.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0948.was located on a no-check spur therefore a value was not computed.
 DV0948.No vertical observational check was made to the station.
 DV0948
 DV0948.The geoid height was determined by GEOID03.
 DV0948
 DV0948.The dynamic height is computed by dividing the NAVD 88
 DV0948.geopotential number by the normal gravity value computed on the
 DV0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0948.degrees latitude (g = 980.6199 gals.).
 DV0948
 DV0948.The modeled gravity was interpolated from observed gravity values.
 DV0948
 DV0948;                    North         East    Units  Estimated Accuracy
 DV0948;SPC AZ C     -   327,670.      139,550.      MT  (+/- 180 meters Scaled)
 DV0948
 DV0948                          SUPERSEDED SURVEY CONTROL
 DV0948
 DV0948  NGVD 29 (??/??/92)  612.844  (m)         2010.64   (f) ADJ UNCH    2 0
 DV0948
 DV0948.Superseded values are not recommended for survey control.
 DV0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0948.See file dsdata.txt to determine how the superseded data were derived.
 DV0948
 DV0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC415582(NAD 83)
 DV0948_MARKER: R = RIVET
 DV0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0948_SP_SET: CULVERT
 DV0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0948
 DV0948  HISTORY     - Date     Condition        Report By
 DV0948  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0948  HISTORY     - 1939     GOOD             NGS
 DV0948
 DV0948                          STATION DESCRIPTION
 DV0948
 DV0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0948'1.6 MI SE FROM WICKENBURG.
 DV0948'1.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0948'FROM WICKENBURG, NORTHWEST OF MILEPOST 142, AT CULVERT A 142, AND IN
 DV0948'THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 DV0948'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0158 ***********************************************************************
 EU0158  DESIGNATION -  RV 12
 EU0158  PID         -  EU0158
 EU0158  STATE/COUNTY-  AZ/LA PAZ
 EU0158  USGS QUAD   -  PARKER (1975)
 EU0158
 EU0158                         *CURRENT SURVEY CONTROL
 EU0158  ___________________________________________________________________
 EU0158* NAD 83(1986)-  34 08 13.     (N)    114 16 48.     (W)     SCALED    
 EU0158* NAVD 88     -       126.84   (+/-2cm)     416.1    (feet)  VERTCON   
 EU0158  ___________________________________________________________________
 EU0158  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EU0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0158
 EU0158.The horizontal coordinates were scaled from a topographic map and have
 EU0158.an estimated accuracy of +/- 6 seconds.
 EU0158
 EU0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0158.The vertical order pertains to the NGVD 29 superseded value.
 EU0158
 EU0158.The geoid height was determined by GEOID03.
 EU0158
 EU0158;                    North         East    Units  Estimated Accuracy
 EU0158;SPC AZ W     -   347,980.      164,480.      MT  (+/- 180 meters Scaled)
 EU0158
 EU0158                          SUPERSEDED SURVEY CONTROL
 EU0158
 EU0158  NGVD 29 (??/??/??)  126.241  (m)          414.18   (f) ADJUSTED    2 0
 EU0158
 EU0158.Superseded values are not recommended for survey control.
 EU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0158.See file dsdata.txt to determine how the superseded data were derived.
 EU0158
 EU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT508806(NAD 83)
 EU0158_MARKER: R = RIVET
 EU0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0158_SP_SET: PEDESTAL
 EU0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0158
 EU0158  HISTORY     - Date     Condition        Report By
 EU0158  HISTORY     - UNK      MONUMENTED       ATSFRR
 EU0158  HISTORY     - 1935     GOOD             NGS
 EU0158
 EU0158                          STATION DESCRIPTION
 EU0158
 EU0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0158'0.8 MI SE FROM PARKER.
 EU0158'ABOUT 0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0158'FE RAILWAY FROM THE STATION AT PARKER, YUMA COUNTY, 6 1/2 FEET
 EU0158'NORTH OF MILEPOST 105, 33 FEET SOUTHWEST OF THE CENTER LINE OF
 EU0158'THE TRACK, IN THE TOP OF A CONCRETE PEDESTAL, AND ABOUT ONE
 EU0158'HALF FOOT HIGHER THAN THE GROUND.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0102 ***********************************************************************
 DU0102  DESIGNATION -  RV 12
 DU0102  PID         -  DU0102
 DU0102  STATE/COUNTY-  AZ/GRAHAM
 DU0102  USGS QUAD   -  CALVA (1989)
 DU0102
 DU0102                         *CURRENT SURVEY CONTROL
 DU0102  ___________________________________________________________________
 DU0102* NAD 83(1986)-  33 09 39.     (N)    110 08 26.     (W)     SCALED    
 DU0102* NAVD 88     -       796.266  (meters)    2612.42   (feet)  ADJUSTED  
 DU0102  ___________________________________________________________________
 DU0102  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU0102  DYNAMIC HT  -         795.186 (meters)    2608.87  (feet)  COMP
 DU0102  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 DU0102
 DU0102  VERT ORDER  -  FIRST     CLASS II
 DU0102
 DU0102.The horizontal coordinates were scaled from a topographic map and have
 DU0102.an estimated accuracy of +/- 6 seconds.
 DU0102
 DU0102.The orthometric height was determined by differential leveling
 DU0102.and adjusted in June 1991.
 DU0102
 DU0102.The geoid height was determined by GEOID03.
 DU0102
 DU0102.The dynamic height is computed by dividing the NAVD 88
 DU0102.geopotential number by the normal gravity value computed on the
 DU0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0102.degrees latitude (g = 980.6199 gals.).
 DU0102
 DU0102.The modeled gravity was interpolated from observed gravity values.
 DU0102
 DU0102;                    North         East    Units  Estimated Accuracy
 DU0102;SPC AZ E     -   239,590.      215,800.      MT  (+/- 180 meters Scaled)
 DU0102
 DU0102                          SUPERSEDED SURVEY CONTROL
 DU0102
 DU0102  NGVD 29 (??/??/92)  795.687  (m)         2610.52   (f) ADJ UNCH    1 2
 DU0102
 DU0102.Superseded values are not recommended for survey control.
 DU0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0102.See file dsdata.txt to determine how the superseded data were derived.
 DU0102
 DU0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB801694(NAD 83)
 DU0102_MARKER: R = RIVET
 DU0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0102_SP_SET: CULVERT
 DU0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0102
 DU0102  HISTORY     - Date     Condition        Report By
 DU0102  HISTORY     - UNK      MONUMENTED       SPRR
 DU0102  HISTORY     - 1933     GOOD             NGS
 DU0102
 DU0102                          STATION DESCRIPTION
 DU0102
 DU0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0102'3.2 MI NW FROM BYLAS.
 DU0102'ON SOUTHERN PACIFIC RIGHT OF WAY, 12 FEET NORTH OF RAILROAD
 DU0102'CENTER-LINE, 1160 FEET WEST OF MILEPOST 1173, ON HEAD-WALL OF RAILROAD
 DU0102'CULVERT MARKED 1173.22.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0949 ***********************************************************************
 DV0949  DESIGNATION -  RV 120
 DV0949  PID         -  DV0949
 DV0949  STATE/COUNTY-  AZ/MARICOPA
 DV0949  USGS QUAD   -  WICKENBURG (1978)
 DV0949
 DV0949                         *CURRENT SURVEY CONTROL
 DV0949  ___________________________________________________________________
 DV0949* NAD 83(1986)-  33 57 48.     (N)    112 43 35.     (W)     SCALED    
 DV0949* NAVD 88     -       621.351  (meters)    2038.55   (feet)  POSTED    
 DV0949  ___________________________________________________________________
 DV0949  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DV0949  DYNAMIC HT  -         620.600 (meters)    2036.09  (feet)  COMP
 DV0949  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 DV0949
 DV0949  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0949
 DV0949.The horizontal coordinates were scaled from a topographic map and have
 DV0949.an estimated accuracy of +/- 6 seconds.
 DV0949
 DV0949.The orthometric height was determined by differential leveling
 DV0949.and adjusted in November 2005.
 DV0949.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0949.was located on a no-check spur therefore a value was not computed.
 DV0949.No vertical observational check was made to the station.
 DV0949
 DV0949.The geoid height was determined by GEOID03.
 DV0949
 DV0949.The dynamic height is computed by dividing the NAVD 88
 DV0949.geopotential number by the normal gravity value computed on the
 DV0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0949.degrees latitude (g = 980.6199 gals.).
 DV0949
 DV0949.The modeled gravity was interpolated from observed gravity values.
 DV0949
 DV0949;                    North         East    Units  Estimated Accuracy
 DV0949;SPC AZ C     -   328,880.      138,530.      MT  (+/- 180 meters Scaled)
 DV0949
 DV0949                          SUPERSEDED SURVEY CONTROL
 DV0949
 DV0949  NGVD 29 (??/??/92)  620.788  (m)         2036.70   (f) ADJ UNCH    2 0
 DV0949
 DV0949.Superseded values are not recommended for survey control.
 DV0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0949.See file dsdata.txt to determine how the superseded data were derived.
 DV0949
 DV0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC404594(NAD 83)
 DV0949_MARKER: R = RIVET
 DV0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0949_SP_SET: CULVERT
 DV0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0949
 DV0949  HISTORY     - Date     Condition        Report By
 DV0949  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0949  HISTORY     - 1939     GOOD             NGS
 DV0949  HISTORY     - 20080526 GOOD             GEOCAC
 DV0949
 DV0949                          STATION DESCRIPTION
 DV0949
 DV0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0949'0.5 MI SE FROM WICKENBURG.
 DV0949'0.5 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0949'FROM WICKENBURG, NORTHWEST OF MILEPOST 141, AT CULVERT C 141, AND IN
 DV0949'THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 DV0949'RIVET.
 DV0949
 DV0949                          STATION RECOVERY (2008)
 DV0949
 DV0949'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0949'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0949'57.801' W112 43.582'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0951 ***********************************************************************
 DV0951  DESIGNATION -  RV 122
 DV0951  PID         -  DV0951
 DV0951  STATE/COUNTY-  AZ/MARICOPA
 DV0951  USGS QUAD   -  VULTURE PEAK (1990)
 DV0951
 DV0951                         *CURRENT SURVEY CONTROL
 DV0951  ___________________________________________________________________
 DV0951* NAD 83(1986)-  33 58 34.     (N)    112 45 22.     (W)     SCALED    
 DV0951* NAVD 88     -       647.548  (meters)    2124.50   (feet)  POSTED    
 DV0951  ___________________________________________________________________
 DV0951  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV0951  DYNAMIC HT  -         646.760 (meters)    2121.91  (feet)  COMP
 DV0951  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 DV0951
 DV0951  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0951
 DV0951.The horizontal coordinates were scaled from a topographic map and have
 DV0951.an estimated accuracy of +/- 6 seconds.
 DV0951
 DV0951.The orthometric height was determined by differential leveling
 DV0951.and adjusted in November 2005.
 DV0951.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0951.was located on a no-check spur therefore a value was not computed.
 DV0951.No vertical observational check was made to the station.
 DV0951
 DV0951.The geoid height was determined by GEOID03.
 DV0951
 DV0951.The dynamic height is computed by dividing the NAVD 88
 DV0951.geopotential number by the normal gravity value computed on the
 DV0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0951.degrees latitude (g = 980.6199 gals.).
 DV0951
 DV0951.The modeled gravity was interpolated from observed gravity values.
 DV0951
 DV0951;                    North         East    Units  Estimated Accuracy
 DV0951;SPC AZ C     -   330,320.      135,790.      MT  (+/- 180 meters Scaled)
 DV0951
 DV0951                          SUPERSEDED SURVEY CONTROL
 DV0951
 DV0951  NGVD 29 (??/??/92)  646.974  (m)         2122.61   (f) ADJ UNCH    2 0
 DV0951
 DV0951.Superseded values are not recommended for survey control.
 DV0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0951.See file dsdata.txt to determine how the superseded data were derived.
 DV0951
 DV0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC377608(NAD 83)
 DV0951_MARKER: R = RIVET
 DV0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0951_SP_SET: CULVERT
 DV0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0951
 DV0951  HISTORY     - Date     Condition        Report By
 DV0951  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0951  HISTORY     - 1939     GOOD             NGS
 DV0951
 DV0951                          STATION DESCRIPTION
 DV0951
 DV0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0951'1.4 MI NW FROM WICKENBURG.
 DV0951'1.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0951'FROM WICKENBURG, NORTHWEST OF MILEPOST 139, AT CULVERT B 139, AND IN
 DV0951'THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 DV0951'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0953 ***********************************************************************
 DV0953  DESIGNATION -  RV 123
 DV0953  PID         -  DV0953
 DV0953  STATE/COUNTY-  AZ/MARICOPA
 DV0953  USGS QUAD   -  VULTURE PEAK (1990)
 DV0953
 DV0953                         *CURRENT SURVEY CONTROL
 DV0953  ___________________________________________________________________
 DV0953* NAD 83(1986)-  33 58 57.     (N)    112 46 28.     (W)     SCALED    
 DV0953* NAVD 88     -       664.958  (meters)    2181.62   (feet)  POSTED    
 DV0953  ___________________________________________________________________
 DV0953  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV0953  DYNAMIC HT  -         664.140 (meters)    2178.93  (feet)  COMP
 DV0953  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 DV0953
 DV0953  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0953
 DV0953.The horizontal coordinates were scaled from a topographic map and have
 DV0953.an estimated accuracy of +/- 6 seconds.
 DV0953
 DV0953.The orthometric height was determined by differential leveling
 DV0953.and adjusted in November 2005.
 DV0953.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0953.was located on a no-check spur therefore a value was not computed.
 DV0953.No vertical observational check was made to the station.
 DV0953
 DV0953.The geoid height was determined by GEOID03.
 DV0953
 DV0953.The dynamic height is computed by dividing the NAVD 88
 DV0953.geopotential number by the normal gravity value computed on the
 DV0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0953.degrees latitude (g = 980.6199 gals.).
 DV0953
 DV0953.The modeled gravity was interpolated from observed gravity values.
 DV0953
 DV0953;                    North         East    Units  Estimated Accuracy
 DV0953;SPC AZ C     -   331,050.      134,110.      MT  (+/- 180 meters Scaled)
 DV0953
 DV0953                          SUPERSEDED SURVEY CONTROL
 DV0953
 DV0953  NGVD 29 (??/??/92)  664.376  (m)         2179.71   (f) ADJ UNCH    2 0
 DV0953
 DV0953.Superseded values are not recommended for survey control.
 DV0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0953.See file dsdata.txt to determine how the superseded data were derived.
 DV0953
 DV0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC360616(NAD 83)
 DV0953_MARKER: R = RIVET
 DV0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0953_SP_SET: CULVERT
 DV0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0953
 DV0953  HISTORY     - Date     Condition        Report By
 DV0953  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0953  HISTORY     - 1939     GOOD             NGS
 DV0953  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 DV0953
 DV0953                          STATION DESCRIPTION
 DV0953
 DV0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0953'2.5 MI NW FROM WICKENBURG.
 DV0953'2.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0953'FROM WICKENBURG, NORTHWEST OF MILEPOST 138, AT CULVERT A 138, AND IN
 DV0953'THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD MONEL-METAL RIVET.
 DV0953
 DV0953                          STATION RECOVERY (2008)
 DV0953
 DV0953'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0953'THE CULVERT WAS LOCATED AS DESCRIBED, BUT THE MARK IS INACCESSIBLE.
 DV0953'LARGE WOODEN BEAMS HAVE BEEN ADDED ON TOP OF THE CONCRETE HEADWALL,
 DV0953'PRESUMABLY TO RETAIN ADDITIONAL BALLAST FOR THE ROADBED. THE CONCRETE
 DV0953'HEADWALL APPEARS INTACT, SO THE MARK IS LIKELY STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0955 ***********************************************************************
 DV0955  DESIGNATION -  RV 124
 DV0955  PID         -  DV0955
 DV0955  STATE/COUNTY-  AZ/YAVAPAI
 DV0955  USGS QUAD   -  VULTURE PEAK (1990)
 DV0955
 DV0955                         *CURRENT SURVEY CONTROL
 DV0955  ___________________________________________________________________
 DV0955* NAD 83(1986)-  33 59 11.     (N)    112 47 25.     (W)     SCALED    
 DV0955* NAVD 88     -       677.941  (meters)    2224.21   (feet)  POSTED    
 DV0955  ___________________________________________________________________
 DV0955  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DV0955  DYNAMIC HT  -         677.110 (meters)    2221.49  (feet)  COMP
 DV0955  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 DV0955
 DV0955  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0955
 DV0955.The horizontal coordinates were scaled from a topographic map and have
 DV0955.an estimated accuracy of +/- 6 seconds.
 DV0955
 DV0955.The orthometric height was determined by differential leveling
 DV0955.and adjusted in November 2005.
 DV0955.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0955.was located on a no-check spur therefore a value was not computed.
 DV0955.No vertical observational check was made to the station.
 DV0955
 DV0955.The geoid height was determined by GEOID03.
 DV0955
 DV0955.The dynamic height is computed by dividing the NAVD 88
 DV0955.geopotential number by the normal gravity value computed on the
 DV0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0955.degrees latitude (g = 980.6199 gals.).
 DV0955
 DV0955.The modeled gravity was interpolated from observed gravity values.
 DV0955
 DV0955;                    North         East    Units  Estimated Accuracy
 DV0955;SPC AZ C     -   331,490.      132,650.      MT  (+/- 180 meters Scaled)
 DV0955
 DV0955                          SUPERSEDED SURVEY CONTROL
 DV0955
 DV0955  NGVD 29 (??/??/92)  677.353  (m)         2222.28   (f) ADJ UNCH    2 0
 DV0955
 DV0955.Superseded values are not recommended for survey control.
 DV0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0955.See file dsdata.txt to determine how the superseded data were derived.
 DV0955
 DV0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC346620(NAD 83)
 DV0955_MARKER: R = RIVET
 DV0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0955_SP_SET: CULVERT
 DV0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0955
 DV0955  HISTORY     - Date     Condition        Report By
 DV0955  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0955  HISTORY     - 1939     GOOD             NGS
 DV0955
 DV0955                          STATION DESCRIPTION
 DV0955
 DV0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0955'1.4 MI SE FROM MATTHIE.
 DV0955'1.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0955'FROM MATTHIE JUNCTION, YAVAPAI COUNTY, NORTHWEST OF MILEPOST 137, AT
 DV0955'CULVERT A 137, AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A
 DV0955'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0957 ***********************************************************************
 DV0957  DESIGNATION -  RV 125
 DV0957  PID         -  DV0957
 DV0957  STATE/COUNTY-  AZ/YAVAPAI
 DV0957  USGS QUAD   -  VULTURE PEAK (1990)
 DV0957
 DV0957                         *CURRENT SURVEY CONTROL
 DV0957  ___________________________________________________________________
 DV0957* NAD 83(1986)-  33 59 27.     (N)    112 48 20.     (W)     SCALED    
 DV0957* NAVD 88     -       695.618  (meters)    2282.21   (feet)  POSTED    
 DV0957  ___________________________________________________________________
 DV0957  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DV0957  DYNAMIC HT  -         694.770 (meters)    2279.42  (feet)  COMP
 DV0957  MODELED GRAV-     979,391.2   (mgal)                       NAVD 88
 DV0957
 DV0957  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0957
 DV0957.The horizontal coordinates were scaled from a topographic map and have
 DV0957.an estimated accuracy of +/- 6 seconds.
 DV0957
 DV0957.The orthometric height was determined by differential leveling
 DV0957.and adjusted in November 2005.
 DV0957.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0957.was located on a no-check spur therefore a value was not computed.
 DV0957.No vertical observational check was made to the station.
 DV0957
 DV0957.The geoid height was determined by GEOID03.
 DV0957
 DV0957.The dynamic height is computed by dividing the NAVD 88
 DV0957.geopotential number by the normal gravity value computed on the
 DV0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0957.degrees latitude (g = 980.6199 gals.).
 DV0957
 DV0957.The modeled gravity was interpolated from observed gravity values.
 DV0957
 DV0957;                    North         East    Units  Estimated Accuracy
 DV0957;SPC AZ C     -   331,990.      131,240.      MT  (+/- 180 meters Scaled)
 DV0957
 DV0957                          SUPERSEDED SURVEY CONTROL
 DV0957
 DV0957  NGVD 29 (??/??/92)  695.029  (m)         2280.27   (f) ADJ UNCH    2 0
 DV0957
 DV0957.Superseded values are not recommended for survey control.
 DV0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0957.See file dsdata.txt to determine how the superseded data were derived.
 DV0957
 DV0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC332626(NAD 83)
 DV0957_MARKER: R = RIVET
 DV0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0957_SP_SET: CULVERT
 DV0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0957
 DV0957  HISTORY     - Date     Condition        Report By
 DV0957  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0957  HISTORY     - 1939     GOOD             NGS
 DV0957
 DV0957                          STATION DESCRIPTION
 DV0957
 DV0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0957'0.3 MI SE FROM MATTHIE.
 DV0957'0.3 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0957'FROM MATTHIE JUNCTION, NORTHWEST OF MILEPOST 136, AT CULVERT A 136,
 DV0957'AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD
 DV0957'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0959 ***********************************************************************
 DV0959  DESIGNATION -  RV 127
 DV0959  PID         -  DV0959
 DV0959  STATE/COUNTY-  AZ/YAVAPAI
 DV0959  USGS QUAD   -  VULTURE PEAK (1990)
 DV0959
 DV0959                         *CURRENT SURVEY CONTROL
 DV0959  ___________________________________________________________________
 DV0959* NAD 83(1986)-  33 59 22.     (N)    112 49 15.     (W)     SCALED    
 DV0959* NAVD 88     -       702.217  (meters)    2303.86   (feet)  POSTED    
 DV0959  ___________________________________________________________________
 DV0959  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV0959  DYNAMIC HT  -         701.360 (meters)    2301.05  (feet)  COMP
 DV0959  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 DV0959
 DV0959  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0959
 DV0959.The horizontal coordinates were scaled from a topographic map and have
 DV0959.an estimated accuracy of +/- 6 seconds.
 DV0959
 DV0959.The orthometric height was determined by differential leveling
 DV0959.and adjusted in November 2005.
 DV0959.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0959.was located on a no-check spur therefore a value was not computed.
 DV0959.No vertical observational check was made to the station.
 DV0959
 DV0959.The geoid height was determined by GEOID03.
 DV0959
 DV0959.The dynamic height is computed by dividing the NAVD 88
 DV0959.geopotential number by the normal gravity value computed on the
 DV0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0959.degrees latitude (g = 980.6199 gals.).
 DV0959
 DV0959.The modeled gravity was interpolated from observed gravity values.
 DV0959
 DV0959;                    North         East    Units  Estimated Accuracy
 DV0959;SPC AZ C     -   331,850.      129,830.      MT  (+/- 180 meters Scaled)
 DV0959
 DV0959                          SUPERSEDED SURVEY CONTROL
 DV0959
 DV0959  NGVD 29 (??/??/92)  701.622  (m)         2301.90   (f) ADJ UNCH    2 0
 DV0959
 DV0959.Superseded values are not recommended for survey control.
 DV0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0959.See file dsdata.txt to determine how the superseded data were derived.
 DV0959
 DV0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC318624(NAD 83)
 DV0959_MARKER: R = RIVET
 DV0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0959_SP_SET: CULVERT
 DV0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0959
 DV0959  HISTORY     - Date     Condition        Report By
 DV0959  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0959  HISTORY     - 1939     GOOD             NGS
 DV0959
 DV0959                          STATION DESCRIPTION
 DV0959
 DV0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0959'0.5 MI W FROM MATTHIE.
 DV0959'0.5 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0959'MATTHIE JUNCTION, YAVAPAI COUNTY, EAST OF MILEPOST 1, AT CULVERT C 1,
 DV0959'AND IN THE TOP OF THE NORTH CONCRETE HEADWALL.  A STANDARD MONEL-METAL
 DV0959'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0847 ***********************************************************************
 ET0847  DESIGNATION -  RV 128
 ET0847  PID         -  ET0847
 ET0847  STATE/COUNTY-  AZ/YAVAPAI
 ET0847  USGS QUAD   -  FLORES (1969)
 ET0847
 ET0847                         *CURRENT SURVEY CONTROL
 ET0847  ___________________________________________________________________
 ET0847* NAD 83(1986)-  34 00 00.     (N)    112 49 57.     (W)     SCALED    
 ET0847* NAVD 88     -       717.58   (+/-2cm)    2354.3    (feet)  VERTCON   
 ET0847  ___________________________________________________________________
 ET0847  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ET0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0847
 ET0847.The horizontal coordinates were scaled from a topographic map and have
 ET0847.an estimated accuracy of +/- 6 seconds.
 ET0847
 ET0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0847.The vertical order pertains to the NGVD 29 superseded value.
 ET0847
 ET0847.The geoid height was determined by GEOID03.
 ET0847
 ET0847;                    North         East    Units  Estimated Accuracy
 ET0847;SPC AZ C     -   333,030.      128,760.      MT  (+/- 180 meters Scaled)
 ET0847
 ET0847                          SUPERSEDED SURVEY CONTROL
 ET0847
 ET0847  NGVD 29 (??/??/92)  716.90   (m)         2352.0    (f) COMPUTED    2 0
 ET0847
 ET0847.Superseded values are not recommended for survey control.
 ET0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0847.See file dsdata.txt to determine how the superseded data were derived.
 ET0847
 ET0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC307636(NAD 83)
 ET0847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ET0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0847_SP_SET: RETAINING WALL
 ET0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0847
 ET0847  HISTORY     - Date     Condition        Report By
 ET0847  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0847  HISTORY     - 1934     GOOD             NGS
 ET0847
 ET0847                          STATION DESCRIPTION
 ET0847
 ET0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0847'1.8 MI W FROM MATTHIE.
 ET0847'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0847'MATTHIE JUNCTION, YAVAPAI COUNTY, EAST OF MILEPOST 2, SOUTH OF THE
 ET0847'TRACK, AT THE EAST END OF BRIDGE F 2, AND IN THE TOP OF THE CONCRETE
 ET0847'RETAINING WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0430 ***********************************************************************
 ET0430  DESIGNATION -  RV 129
 ET0430  PID         -  ET0430
 ET0430  STATE/COUNTY-  AZ/YAVAPAI
 ET0430  USGS QUAD   -  FLORES (1969)
 ET0430
 ET0430                         *CURRENT SURVEY CONTROL
 ET0430  ___________________________________________________________________
 ET0430* NAD 83(1986)-  34 00 08.     (N)    112 50 09.     (W)     SCALED    
 ET0430* NAVD 88     -       719.86   (+/-2cm)    2361.7    (feet)  VERTCON   
 ET0430  ___________________________________________________________________
 ET0430  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ET0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0430
 ET0430.The horizontal coordinates were scaled from a topographic map and have
 ET0430.an estimated accuracy of +/- 6 seconds.
 ET0430
 ET0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0430.The vertical order pertains to the NGVD 29 superseded value.
 ET0430
 ET0430.The geoid height was determined by GEOID03.
 ET0430
 ET0430;                    North         East    Units  Estimated Accuracy
 ET0430;SPC AZ C     -   333,280.      128,450.      MT  (+/- 180 meters Scaled)
 ET0430
 ET0430                          SUPERSEDED SURVEY CONTROL
 ET0430
 ET0430  NGVD 29 (??/??/92)  719.181  (m)         2359.51   (f) ADJ UNCH    2 0
 ET0430
 ET0430.Superseded values are not recommended for survey control.
 ET0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0430.See file dsdata.txt to determine how the superseded data were derived.
 ET0430
 ET0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC304639(NAD 83)
 ET0430_MARKER: R = RIVET
 ET0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0430_SP_SET: BRIDGE
 ET0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0430
 ET0430  HISTORY     - Date     Condition        Report By
 ET0430  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0430  HISTORY     - 1933     GOOD             NGS
 ET0430
 ET0430                          STATION DESCRIPTION
 ET0430
 ET0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0430'2.2 MI W FROM MATTHIE.
 ET0430'MONEL METAL RIVET, ON A.T. AND S.F. RY. RIGHT OF WAY, IN MILE 3, ON
 ET0430'TOP OF CONCRETE RETAINING WALL AT WEST END OF RAILROAD BRIDGE NO. A-3,
 ET0430'SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0103 ***********************************************************************
 DU0103  DESIGNATION -  RV 13
 DU0103  PID         -  DU0103
 DU0103  STATE/COUNTY-  AZ/GRAHAM
 DU0103  USGS QUAD   -  CALVA (1989)
 DU0103
 DU0103                         *CURRENT SURVEY CONTROL
 DU0103  ___________________________________________________________________
 DU0103* NAD 83(1986)-  33 09 46.     (N)    110 08 52.     (W)     SCALED    
 DU0103* NAVD 88     -       794.407  (meters)    2606.32   (feet)  ADJUSTED  
 DU0103  ___________________________________________________________________
 DU0103  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU0103  DYNAMIC HT  -         793.329 (meters)    2602.78  (feet)  COMP
 DU0103  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 DU0103
 DU0103  VERT ORDER  -  FIRST     CLASS II
 DU0103
 DU0103.The horizontal coordinates were scaled from a topographic map and have
 DU0103.an estimated accuracy of +/- 6 seconds.
 DU0103
 DU0103.The orthometric height was determined by differential leveling
 DU0103.and adjusted in June 1991.
 DU0103
 DU0103.The geoid height was determined by GEOID03.
 DU0103
 DU0103.The dynamic height is computed by dividing the NAVD 88
 DU0103.geopotential number by the normal gravity value computed on the
 DU0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0103.degrees latitude (g = 980.6199 gals.).
 DU0103
 DU0103.The modeled gravity was interpolated from observed gravity values.
 DU0103
 DU0103;                    North         East    Units  Estimated Accuracy
 DU0103;SPC AZ E     -   239,800.      215,120.      MT  (+/- 180 meters Scaled)
 DU0103
 DU0103                          SUPERSEDED SURVEY CONTROL
 DU0103
 DU0103  NGVD 29 (??/??/92)  793.828  (m)         2604.42   (f) ADJ UNCH    1 2
 DU0103
 DU0103.Superseded values are not recommended for survey control.
 DU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0103.See file dsdata.txt to determine how the superseded data were derived.
 DU0103
 DU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB794696(NAD 83)
 DU0103_MARKER: R = RIVET
 DU0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0103_SP_SET: CULVERT
 DU0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0103
 DU0103  HISTORY     - Date     Condition        Report By
 DU0103  HISTORY     - UNK      MONUMENTED       SPRR
 DU0103  HISTORY     - 1933     GOOD             NGS
 DU0103
 DU0103                          STATION DESCRIPTION
 DU0103
 DU0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0103'3.6 MI NW FROM BYLAS.
 DU0103'ON SOUTHERN PACIFIC RIGHT OF WAY, 15 FEET NORTH OF RAILROAD
 DU0103'CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED 1173.55.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0431 ***********************************************************************
 ET0431  DESIGNATION -  RV 130
 ET0431  PID         -  ET0431
 ET0431  STATE/COUNTY-  AZ/YAVAPAI
 ET0431  USGS QUAD   -  FLORES (1969)
 ET0431
 ET0431                         *CURRENT SURVEY CONTROL
 ET0431  ___________________________________________________________________
 ET0431* NAD 83(1986)-  34 00 07.     (N)    112 50 32.     (W)     SCALED    
 ET0431* NAVD 88     -       724.82   (+/-2cm)    2378.0    (feet)  VERTCON   
 ET0431  ___________________________________________________________________
 ET0431  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ET0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0431
 ET0431.The horizontal coordinates were scaled from a topographic map and have
 ET0431.an estimated accuracy of +/- 6 seconds.
 ET0431
 ET0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0431.The vertical order pertains to the NGVD 29 superseded value.
 ET0431
 ET0431.The geoid height was determined by GEOID03.
 ET0431
 ET0431;                    North         East    Units  Estimated Accuracy
 ET0431;SPC AZ C     -   333,260.      127,860.      MT  (+/- 180 meters Scaled)
 ET0431
 ET0431                          SUPERSEDED SURVEY CONTROL
 ET0431
 ET0431  NGVD 29 (??/??/92)  724.143  (m)         2375.79   (f) ADJ UNCH    2 0
 ET0431
 ET0431.Superseded values are not recommended for survey control.
 ET0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0431.See file dsdata.txt to determine how the superseded data were derived.
 ET0431
 ET0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC298639(NAD 83)
 ET0431_MARKER: R = RIVET
 ET0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0431_SP_SET: CULVERT
 ET0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0431
 ET0431  HISTORY     - Date     Condition        Report By
 ET0431  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0431  HISTORY     - 1933     GOOD             NGS
 ET0431
 ET0431                          STATION DESCRIPTION
 ET0431
 ET0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0431'2.5 MI W FROM MATHIE.
 ET0431'MONEL METAL RIVET, ON A.T. AND S.F. RY. RIGHT OF WAY, IN MILE 3, ON
 ET0431'TOP OF NORTHERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0432 ***********************************************************************
 ET0432  DESIGNATION -  RV 131
 ET0432  PID         -  ET0432
 ET0432  STATE/COUNTY-  AZ/YAVAPAI
 ET0432  USGS QUAD   -  FLORES (1969)
 ET0432
 ET0432                         *CURRENT SURVEY CONTROL
 ET0432  ___________________________________________________________________
 ET0432* NAD 83(1986)-  34 00 05.     (N)    112 51 07.     (W)     SCALED    
 ET0432* NAVD 88     -       729.48   (+/-2cm)    2393.3    (feet)  VERTCON   
 ET0432  ___________________________________________________________________
 ET0432  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 ET0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0432
 ET0432.The horizontal coordinates were scaled from a topographic map and have
 ET0432.an estimated accuracy of +/- 6 seconds.
 ET0432
 ET0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0432.The vertical order pertains to the NGVD 29 superseded value.
 ET0432
 ET0432.The geoid height was determined by GEOID03.
 ET0432
 ET0432;                    North         East    Units  Estimated Accuracy
 ET0432;SPC AZ C     -   333,200.      126,960.      MT  (+/- 180 meters Scaled)
 ET0432
 ET0432                          SUPERSEDED SURVEY CONTROL
 ET0432
 ET0432  NGVD 29 (??/??/92)  728.798  (m)         2391.06   (f) ADJ UNCH    2 0
 ET0432
 ET0432.Superseded values are not recommended for survey control.
 ET0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0432.See file dsdata.txt to determine how the superseded data were derived.
 ET0432
 ET0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC289638(NAD 83)
 ET0432_MARKER: R = RIVET
 ET0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0432_SP_SET: BRIDGE
 ET0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0432
 ET0432  HISTORY     - Date     Condition        Report By
 ET0432  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0432  HISTORY     - 1933     GOOD             NGS
 ET0432
 ET0432                          STATION DESCRIPTION
 ET0432
 ET0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0432'3.0 MI W FROM MATHIE.
 ET0432'MONEL METAL RIVET, ON A.T. AND S.F. RY. RIGHT OF WAY, IN MILE 4, ON
 ET0432'TOP OF CONCRETE RETAINING WALL AT EAST END OF RAILROAD BRIDGE NO. B-4,
 ET0432'SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0434 ***********************************************************************
 ET0434  DESIGNATION -  RV 132
 ET0434  PID         -  ET0434
 ET0434  STATE/COUNTY-  AZ/YAVAPAI
 ET0434  USGS QUAD   -  FLORES (1969)
 ET0434
 ET0434                         *CURRENT SURVEY CONTROL
 ET0434  ___________________________________________________________________
 ET0434* NAD 83(1986)-  34 00 07.     (N)    112 52 05.     (W)     SCALED    
 ET0434* NAVD 88     -       739.61   (+/-2cm)    2426.5    (feet)  VERTCON   
 ET0434  ___________________________________________________________________
 ET0434  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 ET0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0434
 ET0434.The horizontal coordinates were scaled from a topographic map and have
 ET0434.an estimated accuracy of +/- 6 seconds.
 ET0434
 ET0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0434.The vertical order pertains to the NGVD 29 superseded value.
 ET0434
 ET0434.The geoid height was determined by GEOID03.
 ET0434
 ET0434;                    North         East    Units  Estimated Accuracy
 ET0434;SPC AZ C     -   333,280.      125,480.      MT  (+/- 180 meters Scaled)
 ET0434
 ET0434                          SUPERSEDED SURVEY CONTROL
 ET0434
 ET0434  NGVD 29 (??/??/92)  738.925  (m)         2424.29   (f) ADJ UNCH    2 0
 ET0434
 ET0434.Superseded values are not recommended for survey control.
 ET0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0434.See file dsdata.txt to determine how the superseded data were derived.
 ET0434
 ET0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC274639(NAD 83)
 ET0434_MARKER: R = RIVET
 ET0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0434_SP_SET: CULVERT
 ET0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0434
 ET0434  HISTORY     - Date     Condition        Report By
 ET0434  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0434  HISTORY     - 1933     GOOD             NGS
 ET0434
 ET0434                          STATION DESCRIPTION
 ET0434
 ET0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0434'3.9 MI W FROM MATHIE.
 ET0434'MONEL METAL RIVET, ON A.T. AND S.F. RY. RIGHT OF WAY, IN MILE 5, ON
 ET0434'TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. A-5, NORTH SIDE OF
 ET0434'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0436 ***********************************************************************
 ET0436  DESIGNATION -  RV 133
 ET0436  PID         -  ET0436
 ET0436  STATE/COUNTY-  AZ/YAVAPAI
 ET0436  USGS QUAD   -  CONGRESS SW (1969)
 ET0436
 ET0436                         *CURRENT SURVEY CONTROL
 ET0436  ___________________________________________________________________
 ET0436* NAD 83(1986)-  34 00 06.     (N)    112 54 30.     (W)     SCALED    
 ET0436* NAVD 88     -       753.70   (+/-2cm)    2472.8    (feet)  VERTCON   
 ET0436  ___________________________________________________________________
 ET0436  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 ET0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0436
 ET0436.The horizontal coordinates were scaled from a topographic map and have
 ET0436.an estimated accuracy of +/- 6 seconds.
 ET0436
 ET0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0436.The vertical order pertains to the NGVD 29 superseded value.
 ET0436
 ET0436.The geoid height was determined by GEOID03.
 ET0436
 ET0436;                    North         East    Units  Estimated Accuracy
 ET0436;SPC AZ C     -   333,280.      121,750.      MT  (+/- 180 meters Scaled)
 ET0436
 ET0436                          SUPERSEDED SURVEY CONTROL
 ET0436
 ET0436  NGVD 29 (??/??/92)  753.008  (m)         2470.49   (f) ADJ UNCH    2 0
 ET0436
 ET0436.Superseded values are not recommended for survey control.
 ET0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0436.See file dsdata.txt to determine how the superseded data were derived.
 ET0436
 ET0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC237639(NAD 83)
 ET0436_MARKER: R = RIVET
 ET0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0436_SP_SET: PLATFORM
 ET0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0436
 ET0436  HISTORY     - Date     Condition        Report By
 ET0436  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0436  HISTORY     - 1933     GOOD             NGS
 ET0436
 ET0436                          STATION DESCRIPTION
 ET0436
 ET0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0436'6.2 MI W FROM MATHIE.
 ET0436'MONEL METAL RIVET, ON A.T. AND S.F. RY. RIGHT OF WAY, AT DIVIDE, ON
 ET0436'CONCRETE PLATFORM OF WATER CISTERN, BETWEEN SECTION HOUSE AND
 ET0436'BUNKHOUSE, 30 FEET SOUTH OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0437 ***********************************************************************
 ET0437  DESIGNATION -  RV 134
 ET0437  PID         -  ET0437
 ET0437  STATE/COUNTY-  AZ/YAVAPAI
 ET0437  USGS QUAD   -  CONGRESS SW (1969)
 ET0437
 ET0437                         *CURRENT SURVEY CONTROL
 ET0437  ___________________________________________________________________
 ET0437* NAD 83(1986)-  34 00 01.     (N)    112 54 54.     (W)     SCALED    
 ET0437* NAVD 88     -       751.95   (+/-2cm)    2467.0    (feet)  VERTCON   
 ET0437  ___________________________________________________________________
 ET0437  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 ET0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0437
 ET0437.The horizontal coordinates were scaled from a topographic map and have
 ET0437.an estimated accuracy of +/- 6 seconds.
 ET0437
 ET0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0437.The vertical order pertains to the NGVD 29 superseded value.
 ET0437
 ET0437.The geoid height was determined by GEOID03.
 ET0437
 ET0437;                    North         East    Units  Estimated Accuracy
 ET0437;SPC AZ C     -   333,130.      121,140.      MT  (+/- 180 meters Scaled)
 ET0437
 ET0437                          SUPERSEDED SURVEY CONTROL
 ET0437
 ET0437  NGVD 29 (??/??/92)  751.254  (m)         2464.74   (f) ADJ UNCH    2 0
 ET0437
 ET0437.Superseded values are not recommended for survey control.
 ET0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0437.See file dsdata.txt to determine how the superseded data were derived.
 ET0437
 ET0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC231638(NAD 83)
 ET0437_MARKER: R = RIVET
 ET0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0437_SP_SET: CULVERT
 ET0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0437
 ET0437  HISTORY     - Date     Condition        Report By
 ET0437  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0437  HISTORY     - 1933     GOOD             NGS
 ET0437
 ET0437                          STATION DESCRIPTION
 ET0437
 ET0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0437'6.7 MI W FROM MATHIE.
 ET0437'MONEL METAL RIVET, ON A.T. AND S.F. RY. RIGHT OF WAY, IN MILE 7, ON
 ET0437'TOP OF NORTHERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0985 ***********************************************************************
 DV0985  DESIGNATION -  RV 135
 DV0985  PID         -  DV0985
 DV0985  STATE/COUNTY-  AZ/YAVAPAI
 DV0985  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV0985
 DV0985                         *CURRENT SURVEY CONTROL
 DV0985  ___________________________________________________________________
 DV0985* NAD 83(1986)-  33 58 35.     (N)    113 01 27.     (W)     SCALED    
 DV0985* NAVD 88     -       713.34   (+/-2cm)    2340.3    (feet)  VERTCON   
 DV0985  ___________________________________________________________________
 DV0985  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0985
 DV0985.The horizontal coordinates were scaled from a topographic map and have
 DV0985.an estimated accuracy of +/- 6 seconds.
 DV0985
 DV0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0985.The vertical order pertains to the NGVD 29 superseded value.
 DV0985
 DV0985.The geoid height was determined by GEOID03.
 DV0985
 DV0985;                    North         East    Units  Estimated Accuracy
 DV0985;SPC AZ C     -   330,590.      111,020.      MT  (+/- 180 meters Scaled)
 DV0985
 DV0985                          SUPERSEDED SURVEY CONTROL
 DV0985
 DV0985  NGVD 29 (??/??/92)  712.654  (m)         2338.10   (f) ADJ UNCH    2 0
 DV0985
 DV0985.Superseded values are not recommended for survey control.
 DV0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0985.See file dsdata.txt to determine how the superseded data were derived.
 DV0985
 DV0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC130613(NAD 83)
 DV0985_MARKER: R = RIVET
 DV0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0985_SP_SET: CULVERT
 DV0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0985
 DV0985  HISTORY     - Date     Condition        Report By
 DV0985  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0985  HISTORY     - 1934     GOOD             NGS
 DV0985
 DV0985                          STATION DESCRIPTION
 DV0985
 DV0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0985'9.1 MI E FROM AGUILA.
 DV0985'IN YAVAPAI COUNTY, 9.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA
 DV0985'FE RAILWAY FROM AGUILA, MARICOPA COUNTY, EAST OF MILEPOST 14, AT
 DV0985'CULVERT A 14, AND IN THE TOP OF THE NORTH CONCRETE HEADWALL.  A
 DV0985'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0994 ***********************************************************************
 DV0994  DESIGNATION -  RV 136
 DV0994  PID         -  DV0994
 DV0994  STATE/COUNTY-  AZ/MARICOPA
 DV0994  USGS QUAD   -  GLADDEN (1989)
 DV0994
 DV0994                         *CURRENT SURVEY CONTROL
 DV0994  ___________________________________________________________________
 DV0994* NAD 83(1986)-  33 55 07.     (N)    113 17 11.     (W)     SCALED    
 DV0994* NAVD 88     -       658.82   (+/-2cm)    2161.5    (feet)  VERTCON   
 DV0994  ___________________________________________________________________
 DV0994  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0994
 DV0994.The horizontal coordinates were scaled from a topographic map and have
 DV0994.an estimated accuracy of +/- 6 seconds.
 DV0994
 DV0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0994.The vertical order pertains to the NGVD 29 superseded value.
 DV0994
 DV0994.The geoid height was determined by GEOID03.
 DV0994
 DV0994;                    North         East    Units  Estimated Accuracy
 DV0994;SPC AZ C     -   324,470.       86,710.      MT  (+/- 180 meters Scaled)
 DV0994
 DV0994                          SUPERSEDED SURVEY CONTROL
 DV0994
 DV0994  NGVD 29 (??/??/92)  658.121  (m)         2159.19   (f) ADJ UNCH    2 0
 DV0994
 DV0994.Superseded values are not recommended for survey control.
 DV0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0994.See file dsdata.txt to determine how the superseded data were derived.
 DV0994
 DV0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC886554(NAD 83)
 DV0994_MARKER: R = RIVET
 DV0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0994_SP_SET: CULVERT
 DV0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0994
 DV0994  HISTORY     - Date     Condition        Report By
 DV0994  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0994  HISTORY     - 1934     GOOD             NGS
 DV0994
 DV0994                          STATION DESCRIPTION
 DV0994
 DV0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0994'6.6 MI W FROM AGUILA.
 DV0994'6.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0994'AGUILA, MARICOPA COUNTY, EAST OF MILEPOST 29, AT CULVERT C 29, AND IN
 DV0994'THE TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0998 ***********************************************************************
 DV0998  DESIGNATION -  RV 137
 DV0998  PID         -  DV0998
 DV0998  STATE/COUNTY-  AZ/MARICOPA
 DV0998  USGS QUAD   -  GLADDEN (1989)
 DV0998
 DV0998                         *CURRENT SURVEY CONTROL
 DV0998  ___________________________________________________________________
 DV0998* NAD 83(1986)-  33 54 17.     (N)    113 19 26.     (W)     SCALED    
 DV0998* NAVD 88     -       651.49   (+/-2cm)    2137.4    (feet)  VERTCON   
 DV0998  ___________________________________________________________________
 DV0998  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV0998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0998
 DV0998.The horizontal coordinates were scaled from a topographic map and have
 DV0998.an estimated accuracy of +/- 6 seconds.
 DV0998
 DV0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0998.The vertical order pertains to the NGVD 29 superseded value.
 DV0998
 DV0998.The geoid height was determined by GEOID03.
 DV0998
 DV0998;                    North         East    Units  Estimated Accuracy
 DV0998;SPC AZ C     -   322,980.       83,220.      MT  (+/- 180 meters Scaled)
 DV0998
 DV0998                          SUPERSEDED SURVEY CONTROL
 DV0998
 DV0998  NGVD 29 (??/??/92)  650.791  (m)         2135.14   (f) ADJ UNCH    2 0
 DV0998
 DV0998.Superseded values are not recommended for survey control.
 DV0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0998.See file dsdata.txt to determine how the superseded data were derived.
 DV0998
 DV0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC851540(NAD 83)
 DV0998_MARKER: R = RIVET
 DV0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0998_SP_SET: PLATFORM
 DV0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0998
 DV0998  HISTORY     - Date     Condition        Report By
 DV0998  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0998  HISTORY     - 1934     GOOD             NGS
 DV0998  HISTORY     - 19860320 MARK NOT FOUND   USGS
 DV0998
 DV0998                          STATION DESCRIPTION
 DV0998
 DV0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0998'8.9 MI W FROM AGUILA.
 DV0998'8.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0998'AGUILA, MARICOPA COUNTY, AT THE SIDING AT GOLDEN, AND IN THE TOP OF
 DV0998'THE CONCRETE PLATFORM OF A WATER CISTERN.  A STANDARD MONEL-METAL
 DV0998'RIVET.
 DV0998
 DV0998                          STATION RECOVERY (1986)
 DV0998
 DV0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRS)
 DV0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1088 ***********************************************************************
 DV1088  DESIGNATION -  RV 138
 DV1088  PID         -  DV1088
 DV1088  STATE/COUNTY-  AZ/LA PAZ
 DV1088  USGS QUAD   -  SALOME (1990)
 DV1088
 DV1088                         *CURRENT SURVEY CONTROL
 DV1088  ___________________________________________________________________
 DV1088* NAD 83(1986)-  33 49 42.     (N)    113 31 49.     (W)     SCALED    
 DV1088* NAVD 88     -       570.144  (meters)    1870.55   (feet)  ADJUSTED  
 DV1088  ___________________________________________________________________
 DV1088  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DV1088  DYNAMIC HT  -         569.469 (meters)    1868.33  (feet)  COMP
 DV1088  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 DV1088
 DV1088  VERT ORDER  -  FIRST     CLASS II
 DV1088
 DV1088.The horizontal coordinates were scaled from a topographic map and have
 DV1088.an estimated accuracy of +/- 6 seconds.
 DV1088
 DV1088.The orthometric height was determined by differential leveling
 DV1088.and adjusted in June 1991.
 DV1088
 DV1088.The geoid height was determined by GEOID03.
 DV1088
 DV1088.The dynamic height is computed by dividing the NAVD 88
 DV1088.geopotential number by the normal gravity value computed on the
 DV1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1088.degrees latitude (g = 980.6199 gals.).
 DV1088
 DV1088.The modeled gravity was interpolated from observed gravity values.
 DV1088
 DV1088;                    North         East    Units  Estimated Accuracy
 DV1088;SPC AZ W     -   313,650.      233,700.      MT  (+/- 180 meters Scaled)
 DV1088
 DV1088                          SUPERSEDED SURVEY CONTROL
 DV1088
 DV1088  NGVD 29 (??/??/92)  569.781  (m)         1869.36   (f) ADJ UNCH    1 2
 DV1088
 DV1088.Superseded values are not recommended for survey control.
 DV1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1088.See file dsdata.txt to determine how the superseded data were derived.
 DV1088
 DV1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC658460(NAD 83)
 DV1088_MARKER: R = RIVET
 DV1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1088_SP_SET: BLANKET
 DV1088_MARK LOGO: ATSFRR
 DV1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1088
 DV1088  HISTORY     - Date     Condition        Report By
 DV1088  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1088  HISTORY     - 1934     GOOD             NGS
 DV1088  HISTORY     - 1981     GOOD             NGS
 DV1088
 DV1088                          STATION DESCRIPTION
 DV1088
 DV1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1088'0.6 MI E FROM WENDEN.
 DV1088'0.6 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV1088'WENDEN, YUMA COUNTY, EAST OF MILEPOST 45, AT THE WEST END OF A BRIDGE
 DV1088'A 45, NORTH OF THE TRACK, AND IN THE TOP OF THE EDGE OF THE CONCRETE
 DV1088'BLANKET.  A STANDARD MONEL-METAL RIVET.
 DV1088
 DV1088                          STATION RECOVERY (1981)
 DV1088
 DV1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1089 ***********************************************************************
 DV1089  DESIGNATION -  RV 139
 DV1089  PID         -  DV1089
 DV1089  STATE/COUNTY-  AZ/LA PAZ
 DV1089  USGS QUAD   -  SALOME (1990)
 DV1089
 DV1089                         *CURRENT SURVEY CONTROL
 DV1089  ___________________________________________________________________
 DV1089* NAD 83(1986)-  33 49 27.     (N)    113 32 25.     (W)     SCALED    
 DV1089* NAVD 88     -       570.416  (meters)    1871.44   (feet)  ADJUSTED  
 DV1089  ___________________________________________________________________
 DV1089  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV1089  DYNAMIC HT  -         569.742 (meters)    1869.23  (feet)  COMP
 DV1089  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 DV1089
 DV1089  VERT ORDER  -  FIRST     CLASS II
 DV1089
 DV1089.The horizontal coordinates were scaled from a topographic map and have
 DV1089.an estimated accuracy of +/- 6 seconds.
 DV1089
 DV1089.The orthometric height was determined by differential leveling
 DV1089.and adjusted in June 1991.
 DV1089
 DV1089.The geoid height was determined by GEOID03.
 DV1089
 DV1089.The dynamic height is computed by dividing the NAVD 88
 DV1089.geopotential number by the normal gravity value computed on the
 DV1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1089.degrees latitude (g = 980.6199 gals.).
 DV1089
 DV1089.The modeled gravity was interpolated from observed gravity values.
 DV1089
 DV1089;                    North         East    Units  Estimated Accuracy
 DV1089;SPC AZ W     -   313,180.      232,770.      MT  (+/- 180 meters Scaled)
 DV1089
 DV1089                          SUPERSEDED SURVEY CONTROL
 DV1089
 DV1089  NGVD 29 (??/??/92)  570.575  (m)         1871.96   (f) ADJ UNCH    1 2
 DV1089
 DV1089.Superseded values are not recommended for survey control.
 DV1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1089.See file dsdata.txt to determine how the superseded data were derived.
 DV1089
 DV1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC648455(NAD 83)
 DV1089_MARKER: R = RIVET
 DV1089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1089_SP_SET: FOUNDATION
 DV1089_MARK LOGO: ATSFRR
 DV1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1089
 DV1089  HISTORY     - Date     Condition        Report By
 DV1089  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1089  HISTORY     - 1934     GOOD             NGS
 DV1089  HISTORY     - 1981     GOOD             NGS
 DV1089
 DV1089                          STATION DESCRIPTION
 DV1089
 DV1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1089'IN WENDEN.
 DV1089'AT WENDON, YUMA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 DV1089'385 FEET WEST OF THE EAST SWITCH BLOCK, 200 FEET NORTH OF THE TRACK,
 DV1089'AT THE CITY WATER TOWER, AND IN THE TOP OF THE SOUTHWEST CONCRETE
 DV1089'FOUNDATION BLOCK.  A STANDARD MONEL-METAL RIVET.
 DV1089
 DV1089                          STATION RECOVERY (1981)
 DV1089
 DV1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0105 ***********************************************************************
 DU0105  DESIGNATION -  RV 14
 DU0105  PID         -  DU0105
 DU0105  STATE/COUNTY-  AZ/GRAHAM
 DU0105  USGS QUAD   -  CALVA (1989)
 DU0105
 DU0105                         *CURRENT SURVEY CONTROL
 DU0105  ___________________________________________________________________
 DU0105* NAD 83(1986)-  33 10 06.     (N)    110 09 33.     (W)     SCALED    
 DU0105* NAVD 88     -       792.329  (meters)    2599.50   (feet)  ADJUSTED  
 DU0105  ___________________________________________________________________
 DU0105  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU0105  DYNAMIC HT  -         791.252 (meters)    2595.97  (feet)  COMP
 DU0105  MODELED GRAV-     979,253.3   (mgal)                       NAVD 88
 DU0105
 DU0105  VERT ORDER  -  FIRST     CLASS II
 DU0105
 DU0105.The horizontal coordinates were scaled from a topographic map and have
 DU0105.an estimated accuracy of +/- 6 seconds.
 DU0105
 DU0105.The orthometric height was determined by differential leveling
 DU0105.and adjusted in June 1991.
 DU0105
 DU0105.The geoid height was determined by GEOID03.
 DU0105
 DU0105.The dynamic height is computed by dividing the NAVD 88
 DU0105.geopotential number by the normal gravity value computed on the
 DU0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0105.degrees latitude (g = 980.6199 gals.).
 DU0105
 DU0105.The modeled gravity was interpolated from observed gravity values.
 DU0105
 DU0105;                    North         East    Units  Estimated Accuracy
 DU0105;SPC AZ E     -   240,420.      214,060.      MT  (+/- 180 meters Scaled)
 DU0105
 DU0105                          SUPERSEDED SURVEY CONTROL
 DU0105
 DU0105  NGVD 29 (??/??/92)  791.748  (m)         2597.59   (f) ADJ UNCH    1 2
 DU0105
 DU0105.Superseded values are not recommended for survey control.
 DU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0105.See file dsdata.txt to determine how the superseded data were derived.
 DU0105
 DU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB783702(NAD 83)
 DU0105_MARKER: R = RIVET
 DU0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0105_SP_SET: CULVERT
 DU0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0105
 DU0105  HISTORY     - Date     Condition        Report By
 DU0105  HISTORY     - UNK      MONUMENTED       SPRR
 DU0105  HISTORY     - 1933     GOOD             NGS
 DU0105
 DU0105                          STATION DESCRIPTION
 DU0105
 DU0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0105'4.4 MI NW FROM BYLAS.
 DU0105'ON SOUTHERN PACIFIC RIGHT OF WAY, 15 FEET NORTH OF RAILROAD
 DU0105'CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED 1174.66.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0161 ***********************************************************************
 EU0161  DESIGNATION -  RV 14
 EU0161  PID         -  EU0161
 EU0161  STATE/COUNTY-  AZ/LA PAZ
 EU0161  USGS QUAD   -  PARKER SE (1970)
 EU0161
 EU0161                         *CURRENT SURVEY CONTROL
 EU0161  ___________________________________________________________________
 EU0161* NAD 83(1986)-  34 05 41.     (N)    114 16 30.     (W)     SCALED    
 EU0161* NAVD 88     -       150.69   (+/-2cm)     494.4    (feet)  VERTCON   
 EU0161  ___________________________________________________________________
 EU0161  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EU0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0161
 EU0161.The horizontal coordinates were scaled from a topographic map and have
 EU0161.an estimated accuracy of +/- 6 seconds.
 EU0161
 EU0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0161.The vertical order pertains to the NGVD 29 superseded value.
 EU0161
 EU0161.The geoid height was determined by GEOID03.
 EU0161
 EU0161;                    North         East    Units  Estimated Accuracy
 EU0161;SPC AZ W     -   343,300.      164,920.      MT  (+/- 180 meters Scaled)
 EU0161
 EU0161                          SUPERSEDED SURVEY CONTROL
 EU0161
 EU0161  NGVD 29 (??/??/??)  150.094  (m)          492.43   (f) ADJUSTED    2 0
 EU0161
 EU0161.Superseded values are not recommended for survey control.
 EU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0161.See file dsdata.txt to determine how the superseded data were derived.
 EU0161
 EU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT514760(NAD 83)
 EU0161_MARKER: R = RIVET
 EU0161_SETTING: 66 = SET IN ROCK OUTCROP
 EU0161_SP_SET: LAVA OUTCROP
 EU0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0161+STABILITY: POSITION/ELEVATION WELL
 EU0161
 EU0161  HISTORY     - Date     Condition        Report By
 EU0161  HISTORY     - UNK      MONUMENTED       ATSFRR
 EU0161  HISTORY     - 1935     GOOD             NGS
 EU0161
 EU0161                          STATION DESCRIPTION
 EU0161
 EU0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0161'3.9 MI S FROM PARKER.
 EU0161'ABOUT 3.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0161'FE RAILWAY FROM THE STATION AT PARKER, YUMA COUNTY, 4.5 FEET
 EU0161'SOUTHEAST OF MILEPOST 102, 33 FEET WEST OF THE CENTER LINE OF
 EU0161'THE TRACK, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD MONEL-METAL
 EU0161'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0372 ***********************************************************************
 ET0372  DESIGNATION -  RV 140
 ET0372  PID         -  ET0372
 ET0372  STATE/COUNTY-  AZ/YAVAPAI
 ET0372  USGS QUAD   -  FLORES (1969)
 ET0372
 ET0372                         *CURRENT SURVEY CONTROL
 ET0372  ___________________________________________________________________
 ET0372* NAD 83(1986)-  34 00 25.     (N)    112 48 42.     (W)     SCALED    
 ET0372* NAVD 88     -       720.255  (meters)    2363.04   (feet)  POSTED    
 ET0372  ___________________________________________________________________
 ET0372  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 ET0372  DYNAMIC HT  -         719.370 (meters)    2360.13  (feet)  COMP
 ET0372  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 ET0372
 ET0372  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0372
 ET0372.The horizontal coordinates were scaled from a topographic map and have
 ET0372.an estimated accuracy of +/- 6 seconds.
 ET0372
 ET0372.The orthometric height was determined by differential leveling
 ET0372.and adjusted in November 2005.
 ET0372.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0372.rate of 1.1 thru 2.0 mm/km.
 ET0372
 ET0372.The geoid height was determined by GEOID03.
 ET0372
 ET0372.The dynamic height is computed by dividing the NAVD 88
 ET0372.geopotential number by the normal gravity value computed on the
 ET0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0372.degrees latitude (g = 980.6199 gals.).
 ET0372
 ET0372.The modeled gravity was interpolated from observed gravity values.
 ET0372
 ET0372;                    North         East    Units  Estimated Accuracy
 ET0372;SPC AZ C     -   333,790.      130,690.      MT  (+/- 180 meters Scaled)
 ET0372
 ET0372                          SUPERSEDED SURVEY CONTROL
 ET0372
 ET0372  NGVD 29 (??/??/92)  719.661  (m)         2361.09   (f) ADJ UNCH    2 0
 ET0372
 ET0372.Superseded values are not recommended for survey control.
 ET0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0372.See file dsdata.txt to determine how the superseded data were derived.
 ET0372
 ET0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC327644(NAD 83)
 ET0372_MARKER: R = RIVET
 ET0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0372_SP_SET: CULVERT
 ET0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0372+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0372
 ET0372  HISTORY     - Date     Condition        Report By
 ET0372  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0372  HISTORY     - 1933     GOOD             NGS
 ET0372  HISTORY     - 20080526 GOOD             GEOCAC
 ET0372
 ET0372                          STATION DESCRIPTION
 ET0372
 ET0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0372'1.0 MI N FROM MATTHIE.
 ET0372'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 135, ON TOP OF WESTERLY
 ET0372'CONCRETE HEADWALL OF RAILROAD CULVERT NO. A-135.
 ET0372
 ET0372                          STATION RECOVERY (2008)
 ET0372
 ET0372'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0372'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0372'00.423' W112 48.699'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0374 ***********************************************************************
 ET0374  DESIGNATION -  RV 141
 ET0374  PID         -  ET0374
 ET0374  STATE/COUNTY-  AZ/YAVAPAI
 ET0374  USGS QUAD   -  FLORES (1969)
 ET0374
 ET0374                         *CURRENT SURVEY CONTROL
 ET0374  ___________________________________________________________________
 ET0374* NAD 83(1986)-  34 01 23.     (N)    112 48 57.     (W)     SCALED    
 ET0374* NAVD 88     -       741.373  (meters)    2432.32   (feet)  POSTED    
 ET0374  ___________________________________________________________________
 ET0374  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ET0374  DYNAMIC HT  -         740.470 (meters)    2429.36  (feet)  COMP
 ET0374  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 ET0374
 ET0374  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0374
 ET0374.The horizontal coordinates were scaled from a topographic map and have
 ET0374.an estimated accuracy of +/- 6 seconds.
 ET0374
 ET0374.The orthometric height was determined by differential leveling
 ET0374.and adjusted in November 2005.
 ET0374.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0374.rate of 1.1 thru 2.0 mm/km.
 ET0374
 ET0374.The geoid height was determined by GEOID03.
 ET0374
 ET0374.The dynamic height is computed by dividing the NAVD 88
 ET0374.geopotential number by the normal gravity value computed on the
 ET0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0374.degrees latitude (g = 980.6199 gals.).
 ET0374
 ET0374.The modeled gravity was interpolated from observed gravity values.
 ET0374
 ET0374;                    North         East    Units  Estimated Accuracy
 ET0374;SPC AZ C     -   335,580.      130,320.      MT  (+/- 180 meters Scaled)
 ET0374
 ET0374                          SUPERSEDED SURVEY CONTROL
 ET0374
 ET0374  NGVD 29 (??/??/92)  740.775  (m)         2430.36   (f) ADJ UNCH    2 0
 ET0374
 ET0374.Superseded values are not recommended for survey control.
 ET0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0374.See file dsdata.txt to determine how the superseded data were derived.
 ET0374
 ET0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC323661(NAD 83)
 ET0374_MARKER: R = RIVET
 ET0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0374_SP_SET: CULVERT
 ET0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0374+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0374
 ET0374  HISTORY     - Date     Condition        Report By
 ET0374  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0374  HISTORY     - 1933     GOOD             NGS
 ET0374  HISTORY     - 20080526 GOOD             GEOCAC
 ET0374
 ET0374                          STATION DESCRIPTION
 ET0374
 ET0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0374'2.1 MI N FROM MATTHIE.
 ET0374'ON A.T. AND S..F. RIGHT OF WAY, IN MILE 133, ON TOP OF WESTERLY
 ET0374'CONCRETE HEADWALL OF RAILROAD CULVERT NO. H-133.
 ET0374
 ET0374                          STATION RECOVERY (2008)
 ET0374
 ET0374'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0374'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0374'01.403' W112 48.950'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0375 ***********************************************************************
 ET0375  DESIGNATION -  RV 142
 ET0375  PID         -  ET0375
 ET0375  STATE/COUNTY-  AZ/YAVAPAI
 ET0375  USGS QUAD   -  FLORES (1969)
 ET0375
 ET0375                         *CURRENT SURVEY CONTROL
 ET0375  ___________________________________________________________________
 ET0375* NAD 83(1986)-  34 02 08.     (N)    112 48 57.     (W)     SCALED    
 ET0375* NAVD 88     -       753.245  (meters)    2471.27   (feet)  POSTED    
 ET0375  ___________________________________________________________________
 ET0375  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 ET0375  DYNAMIC HT  -         752.320 (meters)    2468.24  (feet)  COMP
 ET0375  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 ET0375
 ET0375  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0375
 ET0375.The horizontal coordinates were scaled from a topographic map and have
 ET0375.an estimated accuracy of +/- 6 seconds.
 ET0375
 ET0375.The orthometric height was determined by differential leveling
 ET0375.and adjusted in November 2005.
 ET0375.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0375.rate of 1.1 thru 2.0 mm/km.
 ET0375
 ET0375.The geoid height was determined by GEOID03.
 ET0375
 ET0375.The dynamic height is computed by dividing the NAVD 88
 ET0375.geopotential number by the normal gravity value computed on the
 ET0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0375.degrees latitude (g = 980.6199 gals.).
 ET0375
 ET0375.The modeled gravity was interpolated from observed gravity values.
 ET0375
 ET0375;                    North         East    Units  Estimated Accuracy
 ET0375;SPC AZ C     -   336,960.      130,330.      MT  (+/- 180 meters Scaled)
 ET0375
 ET0375                          SUPERSEDED SURVEY CONTROL
 ET0375
 ET0375  NGVD 29 (??/??/92)  752.643  (m)         2469.30   (f) ADJ UNCH    2 0
 ET0375
 ET0375.Superseded values are not recommended for survey control.
 ET0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0375.See file dsdata.txt to determine how the superseded data were derived.
 ET0375
 ET0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC323675(NAD 83)
 ET0375_MARKER: R = RIVET
 ET0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0375_SP_SET: CULVERT
 ET0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0375
 ET0375  HISTORY     - Date     Condition        Report By
 ET0375  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0375  HISTORY     - 1933     GOOD             NGS
 ET0375  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0375
 ET0375                          STATION DESCRIPTION
 ET0375
 ET0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0375'3.0 MI N FROM MATTHIE.
 ET0375'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 133, ON TOP OF WESTERLY
 ET0375'CONCRETE HEADWALL OF RAILROAD CULVERT NO. A-133.
 ET0375
 ET0375                          STATION RECOVERY (2008)
 ET0375
 ET0375'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0375'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0375'MARK. THE WESTERN HEADWALL HAS BEEN REMOVED/DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0376 ***********************************************************************
 ET0376  DESIGNATION -  RV 143
 ET0376  PID         -  ET0376
 ET0376  STATE/COUNTY-  AZ/YAVAPAI
 ET0376  USGS QUAD   -  FLORES (1969)
 ET0376
 ET0376                         *CURRENT SURVEY CONTROL
 ET0376  ___________________________________________________________________
 ET0376* NAD 83(1986)-  34 02 49.     (N)    112 49 01.     (W)     SCALED    
 ET0376* NAVD 88     -       766.835  (meters)    2515.86   (feet)  POSTED    
 ET0376  ___________________________________________________________________
 ET0376  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 ET0376  DYNAMIC HT  -         765.890 (meters)    2512.76  (feet)  COMP
 ET0376  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 ET0376
 ET0376  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0376
 ET0376.The horizontal coordinates were scaled from a topographic map and have
 ET0376.an estimated accuracy of +/- 6 seconds.
 ET0376
 ET0376.The orthometric height was determined by differential leveling
 ET0376.and adjusted in November 2005.
 ET0376.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0376.rate of 1.1 thru 2.0 mm/km.
 ET0376
 ET0376.The geoid height was determined by GEOID03.
 ET0376
 ET0376.The dynamic height is computed by dividing the NAVD 88
 ET0376.geopotential number by the normal gravity value computed on the
 ET0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0376.degrees latitude (g = 980.6199 gals.).
 ET0376
 ET0376.The modeled gravity was interpolated from observed gravity values.
 ET0376
 ET0376;                    North         East    Units  Estimated Accuracy
 ET0376;SPC AZ C     -   338,230.      130,240.      MT  (+/- 180 meters Scaled)
 ET0376
 ET0376                          SUPERSEDED SURVEY CONTROL
 ET0376
 ET0376  NGVD 29 (??/??/92)  766.228  (m)         2513.87   (f) ADJ UNCH    2 0
 ET0376
 ET0376.Superseded values are not recommended for survey control.
 ET0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0376.See file dsdata.txt to determine how the superseded data were derived.
 ET0376
 ET0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC322688(NAD 83)
 ET0376_MARKER: R = RIVET
 ET0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0376_SP_SET: CCULVERT
 ET0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0376+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0376
 ET0376  HISTORY     - Date     Condition        Report By
 ET0376  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0376  HISTORY     - 1933     GOOD             NGS
 ET0376  HISTORY     - 20080526 GOOD             GEOCAC
 ET0376
 ET0376                          STATION DESCRIPTION
 ET0376
 ET0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0376'3.8 MI N FROM MATTHIE.
 ET0376'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 132, ON TOP OF WESTERLY
 ET0376'CONCRETE HEADWALL OF DOUBLE 42 INCH CONCRETE PIPE RAILROAD CULVERT NO.
 ET0376'C-132.
 ET0376
 ET0376                          STATION RECOVERY (2008)
 ET0376
 ET0376'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0376'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0376'02.827' W112 49.028'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0378 ***********************************************************************
 ET0378  DESIGNATION -  RV 144
 ET0378  PID         -  ET0378
 ET0378  STATE/COUNTY-  AZ/YAVAPAI
 ET0378  USGS QUAD   -  FLORES (1969)
 ET0378
 ET0378                         *CURRENT SURVEY CONTROL
 ET0378  ___________________________________________________________________
 ET0378* NAD 83(1986)-  34 03 26.     (N)    112 49 12.     (W)     SCALED    
 ET0378* NAVD 88     -       783.749  (meters)    2571.35   (feet)  POSTED    
 ET0378  ___________________________________________________________________
 ET0378  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 ET0378  DYNAMIC HT  -         782.790 (meters)    2568.20  (feet)  COMP
 ET0378  MODELED GRAV-     979,381.1   (mgal)                       NAVD 88
 ET0378
 ET0378  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0378
 ET0378.The horizontal coordinates were scaled from a topographic map and have
 ET0378.an estimated accuracy of +/- 6 seconds.
 ET0378
 ET0378.The orthometric height was determined by differential leveling
 ET0378.and adjusted in November 2005.
 ET0378.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0378.rate of 1.1 thru 2.0 mm/km.
 ET0378
 ET0378.The geoid height was determined by GEOID03.
 ET0378
 ET0378.The dynamic height is computed by dividing the NAVD 88
 ET0378.geopotential number by the normal gravity value computed on the
 ET0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0378.degrees latitude (g = 980.6199 gals.).
 ET0378
 ET0378.The modeled gravity was interpolated from observed gravity values.
 ET0378
 ET0378;                    North         East    Units  Estimated Accuracy
 ET0378;SPC AZ C     -   339,370.      129,970.      MT  (+/- 180 meters Scaled)
 ET0378
 ET0378                          SUPERSEDED SURVEY CONTROL
 ET0378
 ET0378  NGVD 29 (??/??/92)  783.132  (m)         2569.33   (f) ADJ UNCH    2 0
 ET0378
 ET0378.Superseded values are not recommended for survey control.
 ET0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0378.See file dsdata.txt to determine how the superseded data were derived.
 ET0378
 ET0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC320699(NAD 83)
 ET0378_MARKER: R = RIVET
 ET0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0378_SP_SET: CULVERT
 ET0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0378+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0378
 ET0378  HISTORY     - Date     Condition        Report By
 ET0378  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0378  HISTORY     - 1933     GOOD             NGS
 ET0378  HISTORY     - 20080526 GOOD             GEOCAC
 ET0378
 ET0378                          STATION DESCRIPTION
 ET0378
 ET0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0378'4.5 MI N FROM MATTHIE.
 ET0378'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 131, ON TOP OF WESTERLY
 ET0378'CONCRETE HEADWALL OF 42 INCH IRON PIPE RAILROAD CULVERT NO. A-131.
 ET0378
 ET0378                          STATION RECOVERY (2008)
 ET0378
 ET0378'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0378'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0378'03.429' W112 49.208'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0380 ***********************************************************************
 ET0380  DESIGNATION -  RV 145
 ET0380  PID         -  ET0380
 ET0380  STATE/COUNTY-  AZ/YAVAPAI
 ET0380  USGS QUAD   -  FLORES (1969)
 ET0380
 ET0380                         *CURRENT SURVEY CONTROL
 ET0380  ___________________________________________________________________
 ET0380* NAD 83(1986)-  34 04 18.     (N)    112 49 28.     (W)     SCALED    
 ET0380* NAVD 88     -       799.895  (meters)    2624.32   (feet)  POSTED    
 ET0380  ___________________________________________________________________
 ET0380  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 ET0380  DYNAMIC HT  -         798.910 (meters)    2621.09  (feet)  COMP
 ET0380  MODELED GRAV-     979,376.0   (mgal)                       NAVD 88
 ET0380
 ET0380  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0380
 ET0380.The horizontal coordinates were scaled from a topographic map and have
 ET0380.an estimated accuracy of +/- 6 seconds.
 ET0380
 ET0380.The orthometric height was determined by differential leveling
 ET0380.and adjusted in November 2005.
 ET0380.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0380.rate of 1.1 thru 2.0 mm/km.
 ET0380
 ET0380.The geoid height was determined by GEOID03.
 ET0380
 ET0380.The dynamic height is computed by dividing the NAVD 88
 ET0380.geopotential number by the normal gravity value computed on the
 ET0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0380.degrees latitude (g = 980.6199 gals.).
 ET0380
 ET0380.The modeled gravity was interpolated from observed gravity values.
 ET0380
 ET0380;                    North         East    Units  Estimated Accuracy
 ET0380;SPC AZ C     -   340,970.      129,570.      MT  (+/- 180 meters Scaled)
 ET0380
 ET0380                          SUPERSEDED SURVEY CONTROL
 ET0380
 ET0380  NGVD 29 (??/??/92)  799.275  (m)         2622.29   (f) ADJ UNCH    2 0
 ET0380
 ET0380.Superseded values are not recommended for survey control.
 ET0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0380.See file dsdata.txt to determine how the superseded data were derived.
 ET0380
 ET0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC316716(NAD 83)
 ET0380_MARKER: R = RIVET
 ET0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0380_SP_SET: CULVERT
 ET0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0380+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0380
 ET0380  HISTORY     - Date     Condition        Report By
 ET0380  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0380  HISTORY     - 1933     GOOD             NGS
 ET0380  HISTORY     - 20080526 GOOD             GEOCAC
 ET0380
 ET0380                          STATION DESCRIPTION
 ET0380
 ET0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0380'5.5 MI N FROM MATTHIE.
 ET0380'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 130, ON TOP OF EASTERLY
 ET0380'CONCRETE HEADWALL OF 48 INCH CONCRETE PIPE RAILROAD CULVERT NO. B-130.
 ET0380
 ET0380                          STATION RECOVERY (2008)
 ET0380
 ET0380'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0380'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0380'04.282' W112 49.463'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0382 ***********************************************************************
 ET0382  DESIGNATION -  RV 146
 ET0382  PID         -  ET0382
 ET0382  STATE/COUNTY-  AZ/YAVAPAI
 ET0382  USGS QUAD   -  FLORES (1969)
 ET0382
 ET0382                         *CURRENT SURVEY CONTROL
 ET0382  ___________________________________________________________________
 ET0382* NAD 83(1986)-  34 05 26.     (N)    112 49 49.     (W)     SCALED    
 ET0382* NAVD 88     -       832.522  (meters)    2731.37   (feet)  POSTED    
 ET0382  ___________________________________________________________________
 ET0382  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 ET0382  DYNAMIC HT  -         831.490 (meters)    2727.98  (feet)  COMP
 ET0382  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 ET0382
 ET0382  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0382
 ET0382.The horizontal coordinates were scaled from a topographic map and have
 ET0382.an estimated accuracy of +/- 6 seconds.
 ET0382
 ET0382.The orthometric height was determined by differential leveling
 ET0382.and adjusted in November 2005.
 ET0382.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0382.rate of 1.1 thru 2.0 mm/km.
 ET0382
 ET0382.The geoid height was determined by GEOID03.
 ET0382
 ET0382.The dynamic height is computed by dividing the NAVD 88
 ET0382.geopotential number by the normal gravity value computed on the
 ET0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0382.degrees latitude (g = 980.6199 gals.).
 ET0382
 ET0382.The modeled gravity was interpolated from observed gravity values.
 ET0382
 ET0382;                    North         East    Units  Estimated Accuracy
 ET0382;SPC AZ C     -   343,070.      129,050.      MT  (+/- 180 meters Scaled)
 ET0382
 ET0382                          SUPERSEDED SURVEY CONTROL
 ET0382
 ET0382  NGVD 29 (??/??/92)  831.888  (m)         2729.29   (f) ADJ UNCH    2 0
 ET0382
 ET0382.Superseded values are not recommended for survey control.
 ET0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0382.See file dsdata.txt to determine how the superseded data were derived.
 ET0382
 ET0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC311737(NAD 83)
 ET0382_MARKER: R = RIVET
 ET0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0382_SP_SET: CULVERT
 ET0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0382+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0382
 ET0382  HISTORY     - Date     Condition        Report By
 ET0382  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0382  HISTORY     - 1933     GOOD             NGS
 ET0382  HISTORY     - 20080526 GOOD             GEOCAC
 ET0382
 ET0382                          STATION DESCRIPTION
 ET0382
 ET0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0382'4.8 MI S FROM CONGRESS JUNCTION.
 ET0382'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 129, ON TOP OF EASTERLY
 ET0382'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. A-129.
 ET0382
 ET0382                          STATION RECOVERY (2008)
 ET0382
 ET0382'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0382'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0382'05.445' W112 49.818'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0383 ***********************************************************************
 ET0383  DESIGNATION -  RV 147
 ET0383  PID         -  ET0383
 ET0383  STATE/COUNTY-  AZ/YAVAPAI
 ET0383  USGS QUAD   -  FLORES (1969)
 ET0383
 ET0383                         *CURRENT SURVEY CONTROL
 ET0383  ___________________________________________________________________
 ET0383* NAD 83(1986)-  34 06 15.     (N)    112 50 03.     (W)     SCALED    
 ET0383* NAVD 88     -       853.673  (meters)    2800.76   (feet)  POSTED    
 ET0383  ___________________________________________________________________
 ET0383  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 ET0383  DYNAMIC HT  -         852.610 (meters)    2797.27  (feet)  COMP
 ET0383  MODELED GRAV-     979,363.5   (mgal)                       NAVD 88
 ET0383
 ET0383  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0383
 ET0383.The horizontal coordinates were scaled from a topographic map and have
 ET0383.an estimated accuracy of +/- 6 seconds.
 ET0383
 ET0383.The orthometric height was determined by differential leveling
 ET0383.and adjusted in November 2005.
 ET0383.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0383.rate of 1.1 thru 2.0 mm/km.
 ET0383
 ET0383.The geoid height was determined by GEOID03.
 ET0383
 ET0383.The dynamic height is computed by dividing the NAVD 88
 ET0383.geopotential number by the normal gravity value computed on the
 ET0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0383.degrees latitude (g = 980.6199 gals.).
 ET0383
 ET0383.The modeled gravity was interpolated from observed gravity values.
 ET0383
 ET0383;                    North         East    Units  Estimated Accuracy
 ET0383;SPC AZ C     -   344,590.      128,710.      MT  (+/- 180 meters Scaled)
 ET0383
 ET0383                          SUPERSEDED SURVEY CONTROL
 ET0383
 ET0383  NGVD 29 (??/??/92)  853.031  (m)         2798.65   (f) ADJ UNCH    2 0
 ET0383
 ET0383.Superseded values are not recommended for survey control.
 ET0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0383.See file dsdata.txt to determine how the superseded data were derived.
 ET0383
 ET0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC308752(NAD 83)
 ET0383_MARKER: R = RIVET
 ET0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0383_SP_SET: CULVERT
 ET0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0383+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0383
 ET0383  HISTORY     - Date     Condition        Report By
 ET0383  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0383  HISTORY     - 1933     GOOD             NGS
 ET0383  HISTORY     - 20080526 GOOD             GEOCAC
 ET0383
 ET0383                          STATION DESCRIPTION
 ET0383
 ET0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0383'3.8 MI S FROM CONGRESSS JUNCTION.
 ET0383'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 128, ON TOP OF EASTERLY
 ET0383'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. A-128.
 ET0383
 ET0383                          STATION RECOVERY (2008)
 ET0383
 ET0383'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0383'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0383'06.253' W112 50.064'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0386 ***********************************************************************
 ET0386  DESIGNATION -  RV 148
 ET0386  PID         -  ET0386
 ET0386  STATE/COUNTY-  AZ/YAVAPAI
 ET0386  USGS QUAD   -  FLORES (1969)
 ET0386
 ET0386                         *CURRENT SURVEY CONTROL
 ET0386  ___________________________________________________________________
 ET0386* NAD 83(1986)-  34 07 13.     (N)    112 50 17.     (W)     SCALED    
 ET0386* NAVD 88     -       877.213  (meters)    2877.99   (feet)  POSTED    
 ET0386  ___________________________________________________________________
 ET0386  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 ET0386  DYNAMIC HT  -         876.120 (meters)    2874.40  (feet)  COMP
 ET0386  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 ET0386
 ET0386  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0386
 ET0386.The horizontal coordinates were scaled from a topographic map and have
 ET0386.an estimated accuracy of +/- 6 seconds.
 ET0386
 ET0386.The orthometric height was determined by differential leveling
 ET0386.and adjusted in November 2005.
 ET0386.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0386.rate of 1.1 thru 2.0 mm/km.
 ET0386
 ET0386.The geoid height was determined by GEOID03.
 ET0386
 ET0386.The dynamic height is computed by dividing the NAVD 88
 ET0386.geopotential number by the normal gravity value computed on the
 ET0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0386.degrees latitude (g = 980.6199 gals.).
 ET0386
 ET0386.The modeled gravity was interpolated from observed gravity values.
 ET0386
 ET0386;                    North         East    Units  Estimated Accuracy
 ET0386;SPC AZ C     -   346,380.      128,370.      MT  (+/- 180 meters Scaled)
 ET0386
 ET0386                          SUPERSEDED SURVEY CONTROL
 ET0386
 ET0386  NGVD 29 (??/??/92)  876.563  (m)         2875.86   (f) ADJ UNCH    2 0
 ET0386
 ET0386.Superseded values are not recommended for survey control.
 ET0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0386.See file dsdata.txt to determine how the superseded data were derived.
 ET0386
 ET0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC304770(NAD 83)
 ET0386_MARKER: R = RIVET
 ET0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0386_SP_SET: CULVERT
 ET0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0386+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0386
 ET0386  HISTORY     - Date     Condition        Report By
 ET0386  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0386  HISTORY     - 1933     GOOD             NGS
 ET0386  HISTORY     - 20080526 GOOD             GEOCAC
 ET0386
 ET0386                          STATION DESCRIPTION
 ET0386
 ET0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0386'2.7 MI S FROM CONGRESS JUNCTION.
 ET0386'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 127, ON TOP OF WESTERLY
 ET0386'CONCRETE HEADWALL OF 30 INCH CONCRETE PIPE RAILROAD CULVERT NO. A-127.
 ET0386
 ET0386                          STATION RECOVERY (2008)
 ET0386
 ET0386'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0386'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0386'07.220' W112 50.291'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0387 ***********************************************************************
 ET0387  DESIGNATION -  RV 149
 ET0387  PID         -  ET0387
 ET0387  STATE/COUNTY-  AZ/YAVAPAI
 ET0387  USGS QUAD   -  CONGRESS (1969)
 ET0387
 ET0387                         *CURRENT SURVEY CONTROL
 ET0387  ___________________________________________________________________
 ET0387* NAD 83(1986)-  34 07 35.     (N)    112 50 22.     (W)     SCALED    
 ET0387* NAVD 88     -       887.017  (meters)    2910.15   (feet)  POSTED    
 ET0387  ___________________________________________________________________
 ET0387  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 ET0387  DYNAMIC HT  -         885.910 (meters)    2906.52  (feet)  COMP
 ET0387  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 ET0387
 ET0387  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0387
 ET0387.The horizontal coordinates were scaled from a topographic map and have
 ET0387.an estimated accuracy of +/- 6 seconds.
 ET0387
 ET0387.The orthometric height was determined by differential leveling
 ET0387.and adjusted in November 2005.
 ET0387.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0387.rate of 1.1 thru 2.0 mm/km.
 ET0387
 ET0387.The geoid height was determined by GEOID03.
 ET0387
 ET0387.The dynamic height is computed by dividing the NAVD 88
 ET0387.geopotential number by the normal gravity value computed on the
 ET0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0387.degrees latitude (g = 980.6199 gals.).
 ET0387
 ET0387.The modeled gravity was interpolated from observed gravity values.
 ET0387
 ET0387;                    North         East    Units  Estimated Accuracy
 ET0387;SPC AZ C     -   347,060.      128,240.      MT  (+/- 180 meters Scaled)
 ET0387
 ET0387                          SUPERSEDED SURVEY CONTROL
 ET0387
 ET0387  NGVD 29 (??/??/92)  886.362  (m)         2908.01   (f) ADJ UNCH    2 0
 ET0387
 ET0387.Superseded values are not recommended for survey control.
 ET0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0387.See file dsdata.txt to determine how the superseded data were derived.
 ET0387
 ET0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC303776(NAD 83)
 ET0387_MARKER: R = RIVET
 ET0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0387_SP_SET: CULVERT
 ET0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0387+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0387
 ET0387  HISTORY     - Date     Condition        Report By
 ET0387  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0387  HISTORY     - 1933     GOOD             NGS
 ET0387  HISTORY     - 20080526 GOOD             GEOCAC
 ET0387
 ET0387                          STATION DESCRIPTION
 ET0387
 ET0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0387'2.2 MI S FROM CONGRESS JUNCTION.
 ET0387'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 126, ON TOP OF WESTERLY
 ET0387'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. A-126.
 ET0387
 ET0387                          STATION RECOVERY (2008)
 ET0387
 ET0387'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0387'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0387'07.591' W112 50.360'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0107 ***********************************************************************
 DU0107  DESIGNATION -  RV 15
 DU0107  PID         -  DU0107
 DU0107  STATE/COUNTY-  AZ/GRAHAM
 DU0107  USGS QUAD   -  CALVA (1989)
 DU0107
 DU0107                         *CURRENT SURVEY CONTROL
 DU0107  ___________________________________________________________________
 DU0107* NAD 83(1986)-  33 10 29.     (N)    110 10 10.     (W)     SCALED    
 DU0107* NAVD 88     -       791.549  (meters)    2596.94   (feet)  ADJUSTED  
 DU0107  ___________________________________________________________________
 DU0107  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0107  DYNAMIC HT  -         790.472 (meters)    2593.41  (feet)  COMP
 DU0107  MODELED GRAV-     979,252.3   (mgal)                       NAVD 88
 DU0107
 DU0107  VERT ORDER  -  FIRST     CLASS II
 DU0107
 DU0107.The horizontal coordinates were scaled from a topographic map and have
 DU0107.an estimated accuracy of +/- 6 seconds.
 DU0107
 DU0107.The orthometric height was determined by differential leveling
 DU0107.and adjusted in June 1991.
 DU0107
 DU0107.The geoid height was determined by GEOID03.
 DU0107
 DU0107.The dynamic height is computed by dividing the NAVD 88
 DU0107.geopotential number by the normal gravity value computed on the
 DU0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0107.degrees latitude (g = 980.6199 gals.).
 DU0107
 DU0107.The modeled gravity was interpolated from observed gravity values.
 DU0107
 DU0107;                    North         East    Units  Estimated Accuracy
 DU0107;SPC AZ E     -   241,130.      213,100.      MT  (+/- 180 meters Scaled)
 DU0107
 DU0107                          SUPERSEDED SURVEY CONTROL
 DU0107
 DU0107  NGVD 29 (??/??/92)  790.968  (m)         2595.03   (f) ADJ UNCH    1 2
 DU0107
 DU0107.Superseded values are not recommended for survey control.
 DU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0107.See file dsdata.txt to determine how the superseded data were derived.
 DU0107
 DU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB774709(NAD 83)
 DU0107_MARKER: R = RIVET
 DU0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0107_SP_SET: CULVERT
 DU0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0107
 DU0107  HISTORY     - Date     Condition        Report By
 DU0107  HISTORY     - UNK      MONUMENTED       SPRR
 DU0107  HISTORY     - 1952     GOOD             NGS
 DU0107
 DU0107                          STATION DESCRIPTION
 DU0107
 DU0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0107'IN CALVA.
 DU0107'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0107'COMPANY RAILROAD STATION AT CALVA, IN THE TOP AND THE CENTER OF THE
 DU0107'NORTHEAST CONCRETE HEADWALL OF CULVERT NO. 1175.07, 92.7 FEET
 DU0107'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 FEET NORTHEAST OF THE
 DU0107'NORTHEAST RAIL, 38.4 FEET SOUTHWEST OF A FENCE, AND ABOUT LEVEL WITH
 DU0107'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0163 ***********************************************************************
 EU0163  DESIGNATION -  RV 15
 EU0163  PID         -  EU0163
 EU0163  STATE/COUNTY-  AZ/LA PAZ
 EU0163  USGS QUAD   -  PARKER SE (1970)
 EU0163
 EU0163                         *CURRENT SURVEY CONTROL
 EU0163  ___________________________________________________________________
 EU0163* NAD 83(1986)-  34 05 01.     (N)    114 15 53.     (W)     SCALED    
 EU0163* NAVD 88     -       161.28   (+/-2cm)     529.1    (feet)  VERTCON   
 EU0163  ___________________________________________________________________
 EU0163  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EU0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0163
 EU0163.The horizontal coordinates were scaled from a topographic map and have
 EU0163.an estimated accuracy of +/- 6 seconds.
 EU0163
 EU0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0163.The vertical order pertains to the NGVD 29 superseded value.
 EU0163
 EU0163.The geoid height was determined by GEOID03.
 EU0163
 EU0163;                    North         East    Units  Estimated Accuracy
 EU0163;SPC AZ W     -   342,060.      165,860.      MT  (+/- 180 meters Scaled)
 EU0163
 EU0163                          SUPERSEDED SURVEY CONTROL
 EU0163
 EU0163  NGVD 29 (??/??/??)  160.682  (m)          527.17   (f) ADJUSTED    2 0
 EU0163
 EU0163.Superseded values are not recommended for survey control.
 EU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0163.See file dsdata.txt to determine how the superseded data were derived.
 EU0163
 EU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT523748(NAD 83)
 EU0163_MARKER: R = RIVET
 EU0163_SETTING: 66 = SET IN ROCK OUTCROP
 EU0163_SP_SET: LAVA OUTCROP
 EU0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0163+STABILITY: POSITION/ELEVATION WELL
 EU0163
 EU0163  HISTORY     - Date     Condition        Report By
 EU0163  HISTORY     - UNK      MONUMENTED       ATSFRR
 EU0163  HISTORY     - 1935     GOOD             NGS
 EU0163
 EU0163                          STATION DESCRIPTION
 EU0163
 EU0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0163'1.4 MI N FROM DENNY.
 EU0163'ABOUT 1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0163'FE RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, 7.5 FEET
 EU0163'NORTHEAST OF MILEPOST 101, 30.5 FEET SOUTHWEST OF THE CENTER
 EU0163'LINE OF THE TRACK, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD
 EU0163'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0389 ***********************************************************************
 ET0389  DESIGNATION -  RV 150
 ET0389  PID         -  ET0389
 ET0389  STATE/COUNTY-  AZ/YAVAPAI
 ET0389  USGS QUAD   -  CONGRESS (1969)
 ET0389
 ET0389                         *CURRENT SURVEY CONTROL
 ET0389  ___________________________________________________________________
 ET0389* NAD 83(1986)-  34 08 31.     (N)    112 50 32.     (W)     SCALED    
 ET0389* NAVD 88     -       908.361  (meters)    2980.18   (feet)  POSTED    
 ET0389  ___________________________________________________________________
 ET0389  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 ET0389  DYNAMIC HT  -         907.220 (meters)    2976.44  (feet)  COMP
 ET0389  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 ET0389
 ET0389  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0389
 ET0389.The horizontal coordinates were scaled from a topographic map and have
 ET0389.an estimated accuracy of +/- 6 seconds.
 ET0389
 ET0389.The orthometric height was determined by differential leveling
 ET0389.and adjusted in November 2005.
 ET0389.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0389.rate of 1.1 thru 2.0 mm/km.
 ET0389
 ET0389.The geoid height was determined by GEOID03.
 ET0389
 ET0389.The dynamic height is computed by dividing the NAVD 88
 ET0389.geopotential number by the normal gravity value computed on the
 ET0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0389.degrees latitude (g = 980.6199 gals.).
 ET0389
 ET0389.The modeled gravity was interpolated from observed gravity values.
 ET0389
 ET0389;                    North         East    Units  Estimated Accuracy
 ET0389;SPC AZ C     -   348,780.      128,000.      MT  (+/- 180 meters Scaled)
 ET0389
 ET0389                          SUPERSEDED SURVEY CONTROL
 ET0389
 ET0389  NGVD 29 (??/??/92)  907.700  (m)         2978.01   (f) ADJ UNCH    2 0
 ET0389
 ET0389.Superseded values are not recommended for survey control.
 ET0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0389.See file dsdata.txt to determine how the superseded data were derived.
 ET0389
 ET0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC301794(NAD 83)
 ET0389_MARKER: R = RIVET
 ET0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0389_SP_SET: CULVERT
 ET0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0389+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0389
 ET0389  HISTORY     - Date     Condition        Report By
 ET0389  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0389  HISTORY     - 1933     GOOD             NGS
 ET0389  HISTORY     - 20080526 GOOD             GEOCAC
 ET0389
 ET0389                          STATION DESCRIPTION
 ET0389
 ET0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0389'1.1 MI S FROM CONGRESS JUNCTION.
 ET0389'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 125, ON TOP OF WESTERLY
 ET0389'CONCRETE HEADWALL OF 36 INCH CONCRETE PIPE RAILROAD CULVERT NO. B-125.
 ET0389
 ET0389                          STATION RECOVERY (2008)
 ET0389
 ET0389'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0389'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0389'08.531' W112 50.533'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0390 ***********************************************************************
 ET0390  DESIGNATION -  RV 151
 ET0390  PID         -  ET0390
 ET0390  STATE/COUNTY-  AZ/YAVAPAI
 ET0390  USGS QUAD   -  CONGRESS (1969)
 ET0390
 ET0390                         *CURRENT SURVEY CONTROL
 ET0390  ___________________________________________________________________
 ET0390* NAD 83(1986)-  34 09 21.     (N)    112 50 42.     (W)     SCALED    
 ET0390* NAVD 88     -       920.127  (meters)    3018.78   (feet)  POSTED    
 ET0390  ___________________________________________________________________
 ET0390  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 ET0390  DYNAMIC HT  -         918.980 (meters)    3015.02  (feet)  COMP
 ET0390  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 ET0390
 ET0390  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0390
 ET0390.The horizontal coordinates were scaled from a topographic map and have
 ET0390.an estimated accuracy of +/- 6 seconds.
 ET0390
 ET0390.The orthometric height was determined by differential leveling
 ET0390.and adjusted in November 2005.
 ET0390.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0390.rate of 1.1 thru 2.0 mm/km.
 ET0390
 ET0390.The geoid height was determined by GEOID03.
 ET0390
 ET0390.The dynamic height is computed by dividing the NAVD 88
 ET0390.geopotential number by the normal gravity value computed on the
 ET0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0390.degrees latitude (g = 980.6199 gals.).
 ET0390
 ET0390.The modeled gravity was interpolated from observed gravity values.
 ET0390
 ET0390;                    North         East    Units  Estimated Accuracy
 ET0390;SPC AZ C     -   350,330.      127,760.      MT  (+/- 180 meters Scaled)
 ET0390
 ET0390                          SUPERSEDED SURVEY CONTROL
 ET0390
 ET0390  NGVD 29 (??/??/92)  919.462  (m)         3016.60   (f) ADJ UNCH    2 0
 ET0390
 ET0390.Superseded values are not recommended for survey control.
 ET0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0390.See file dsdata.txt to determine how the superseded data were derived.
 ET0390
 ET0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC299809(NAD 83)
 ET0390_MARKER: R = RIVET
 ET0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0390_SP_SET: CULVERT
 ET0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0390+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0390
 ET0390  HISTORY     - Date     Condition        Report By
 ET0390  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0390  HISTORY     - 1933     GOOD             NGS
 ET0390  HISTORY     - 20071005 GOOD             GEOCAC
 ET0390  HISTORY     - 20080526 GOOD             GEOCAC
 ET0390
 ET0390                          STATION DESCRIPTION
 ET0390
 ET0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0390'IN CONGRESS JUNCTION.
 ET0390'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 124, ON TOP OF WESTERLY
 ET0390'CONCRETE HEADWALL OF CONCRETE BOX CULVERT NO. B-124.
 ET0390
 ET0390                          STATION RECOVERY (2007)
 ET0390
 ET0390'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0390'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0390'THE DESCRIPTION   THE MARK IS LOCATED IN THE MIDDLE OF THE WESTERN
 ET0390'HEADWALL THAT IS MARKED WITH THE DATE 1931, 9 INCHES FROM THE WESTERN
 ET0390'EDGE OF THE HEADWALL. HANDHELD COORDINATES
 ET0390'34 09 21.5 (N)   112 50 41.5 (W)  (NAD 83).
 ET0390
 ET0390                          STATION RECOVERY (2008)
 ET0390
 ET0390'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0390'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0390'09.358' W112 50.692'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0393 ***********************************************************************
 ET0393  DESIGNATION -  RV 152
 ET0393  PID         -  ET0393
 ET0393  STATE/COUNTY-  AZ/YAVAPAI
 ET0393  USGS QUAD   -  CONGRESS (1969)
 ET0393
 ET0393                         *CURRENT SURVEY CONTROL
 ET0393  ___________________________________________________________________
 ET0393* NAD 83(1986)-  34 09 51.     (N)    112 50 44.     (W)     SCALED    
 ET0393* NAVD 88     -       927.375  (meters)    3042.56   (feet)  POSTED    
 ET0393  ___________________________________________________________________
 ET0393  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0393  DYNAMIC HT  -         926.220 (meters)    3038.77  (feet)  COMP
 ET0393  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 ET0393
 ET0393  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0393
 ET0393.The horizontal coordinates were scaled from a topographic map and have
 ET0393.an estimated accuracy of +/- 6 seconds.
 ET0393
 ET0393.The orthometric height was determined by differential leveling
 ET0393.and adjusted in November 2005.
 ET0393.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0393.rate of 1.1 thru 2.0 mm/km.
 ET0393
 ET0393.The geoid height was determined by GEOID03.
 ET0393
 ET0393.The dynamic height is computed by dividing the NAVD 88
 ET0393.geopotential number by the normal gravity value computed on the
 ET0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0393.degrees latitude (g = 980.6199 gals.).
 ET0393
 ET0393.The modeled gravity was interpolated from observed gravity values.
 ET0393
 ET0393;                    North         East    Units  Estimated Accuracy
 ET0393;SPC AZ C     -   351,250.      127,720.      MT  (+/- 180 meters Scaled)
 ET0393
 ET0393                          SUPERSEDED SURVEY CONTROL
 ET0393
 ET0393  NGVD 29 (??/??/92)  926.708  (m)         3040.37   (f) ADJ UNCH    2 0
 ET0393
 ET0393.Superseded values are not recommended for survey control.
 ET0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0393.See file dsdata.txt to determine how the superseded data were derived.
 ET0393
 ET0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC298818(NAD 83)
 ET0393_MARKER: R = RIVET
 ET0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0393_SP_SET: CULVERT
 ET0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0393+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0393
 ET0393  HISTORY     - Date     Condition        Report By
 ET0393  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0393  HISTORY     - 1933     GOOD             NGS
 ET0393  HISTORY     - 20071005 GOOD             GEOCAC
 ET0393  HISTORY     - 20080526 GOOD             GEOCAC
 ET0393
 ET0393                          STATION DESCRIPTION
 ET0393
 ET0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0393'1.0 MI N FROM CONGRESS JUNCTION.
 ET0393'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 123, ON TOP OF WESTERLY
 ET0393'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. H-123.
 ET0393
 ET0393                          STATION RECOVERY (2007)
 ET0393
 ET0393'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0393'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0393'THE DESCRIPTION   THE MARK IS LOCATED IN THE MIDDLE OF THE WESTERN
 ET0393'HEADWALL THAT IS MARKED WITH THE DATE 1923, 1 FOOT FROM THE WESTERN
 ET0393'EDGE OF THE HEADWALL, 39 FEET SOUTHWEST FROM MILE MARKER 123. HANDHELD
 ET0393'COORDINATES
 ET0393'34 09 50.8 (N)   112 50 44.8 (W)  (NAD 83).
 ET0393
 ET0393                          STATION RECOVERY (2008)
 ET0393
 ET0393'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0393'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0393'09.847' W112 50.746'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0394 ***********************************************************************
 ET0394  DESIGNATION -  RV 153
 ET0394  PID         -  ET0394
 ET0394  STATE/COUNTY-  AZ/YAVAPAI
 ET0394  USGS QUAD   -  CONGRESS (1969)
 ET0394
 ET0394                         *CURRENT SURVEY CONTROL
 ET0394  ___________________________________________________________________
 ET0394* NAD 83(1986)-  34 10 38.     (N)    112 50 29.     (W)     SCALED    
 ET0394* NAVD 88     -       946.978  (meters)    3106.88   (feet)  POSTED    
 ET0394  ___________________________________________________________________
 ET0394  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 ET0394  DYNAMIC HT  -         945.800 (meters)    3103.01  (feet)  COMP
 ET0394  MODELED GRAV-     979,356.8   (mgal)                       NAVD 88
 ET0394
 ET0394  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0394
 ET0394.The horizontal coordinates were scaled from a topographic map and have
 ET0394.an estimated accuracy of +/- 6 seconds.
 ET0394
 ET0394.The orthometric height was determined by differential leveling
 ET0394.and adjusted in November 2005.
 ET0394.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0394.rate of 1.1 thru 2.0 mm/km.
 ET0394
 ET0394.The geoid height was determined by GEOID03.
 ET0394
 ET0394.The dynamic height is computed by dividing the NAVD 88
 ET0394.geopotential number by the normal gravity value computed on the
 ET0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0394.degrees latitude (g = 980.6199 gals.).
 ET0394
 ET0394.The modeled gravity was interpolated from observed gravity values.
 ET0394
 ET0394;                    North         East    Units  Estimated Accuracy
 ET0394;SPC AZ C     -   352,700.      128,120.      MT  (+/- 180 meters Scaled)
 ET0394
 ET0394                          SUPERSEDED SURVEY CONTROL
 ET0394
 ET0394  NGVD 29 (??/??/92)  946.304  (m)         3104.67   (f) ADJ UNCH    2 0
 ET0394
 ET0394.Superseded values are not recommended for survey control.
 ET0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0394.See file dsdata.txt to determine how the superseded data were derived.
 ET0394
 ET0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC302833(NAD 83)
 ET0394_MARKER: R = RIVET
 ET0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0394_SP_SET: CULVERLT
 ET0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0394+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0394
 ET0394  HISTORY     - Date     Condition        Report By
 ET0394  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0394  HISTORY     - 1933     GOOD             NGS
 ET0394  HISTORY     - 20080526 GOOD             GEOCAC
 ET0394
 ET0394                          STATION DESCRIPTION
 ET0394
 ET0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0394'1.6 MI N FROM CONGRESS JUNCTION.
 ET0394'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 122, ON TOP OF WESTERLY
 ET0394'CONCRETE HEADWALL OF 36 INCH CONCRETE PIPE RAILROAD CULVERT NO. J-122.
 ET0394
 ET0394                          STATION RECOVERY (2008)
 ET0394
 ET0394'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0394'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0394'10.656' W112 50.482'. THIS SECTION OF THE RAILROAD HAS BEEN ABANDONED.
 ET0394' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0397 ***********************************************************************
 ET0397  DESIGNATION -  RV 154
 ET0397  PID         -  ET0397
 ET0397  STATE/COUNTY-  AZ/YAVAPAI
 ET0397  USGS QUAD   -  CONGRESS (1969)
 ET0397
 ET0397                         *CURRENT SURVEY CONTROL
 ET0397  ___________________________________________________________________
 ET0397* NAD 83(1986)-  34 11 14.     (N)    112 49 52.     (W)     SCALED    
 ET0397* NAVD 88     -       941.955  (meters)    3090.40   (feet)  POSTED    
 ET0397  ___________________________________________________________________
 ET0397  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 ET0397  DYNAMIC HT  -         940.780 (meters)    3086.54  (feet)  COMP
 ET0397  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 ET0397
 ET0397  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0397
 ET0397.The horizontal coordinates were scaled from a topographic map and have
 ET0397.an estimated accuracy of +/- 6 seconds.
 ET0397
 ET0397.The orthometric height was determined by differential leveling
 ET0397.and adjusted in November 2005.
 ET0397.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0397.rate of 1.1 thru 2.0 mm/km.
 ET0397
 ET0397.The geoid height was determined by GEOID03.
 ET0397
 ET0397.The dynamic height is computed by dividing the NAVD 88
 ET0397.geopotential number by the normal gravity value computed on the
 ET0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0397.degrees latitude (g = 980.6199 gals.).
 ET0397
 ET0397.The modeled gravity was interpolated from observed gravity values.
 ET0397
 ET0397;                    North         East    Units  Estimated Accuracy
 ET0397;SPC AZ C     -   353,800.      129,070.      MT  (+/- 180 meters Scaled)
 ET0397
 ET0397                          SUPERSEDED SURVEY CONTROL
 ET0397
 ET0397  NGVD 29 (??/??/92)  941.281  (m)         3088.19   (f) ADJ UNCH    2 0
 ET0397
 ET0397.Superseded values are not recommended for survey control.
 ET0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0397.See file dsdata.txt to determine how the superseded data were derived.
 ET0397
 ET0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC312844(NAD 83)
 ET0397_MARKER: R = RIVET
 ET0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0397_SP_SET: CULVERT
 ET0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0397+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0397
 ET0397  HISTORY     - Date     Condition        Report By
 ET0397  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0397  HISTORY     - 1933     GOOD             NGS
 ET0397  HISTORY     - 20080526 GOOD             GEOCAC
 ET0397
 ET0397                          STATION DESCRIPTION
 ET0397
 ET0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0397'2.8 MI N FROM CONGRESS JUNCTION.
 ET0397'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 121, ON TOP OF WESTERLY
 ET0397'CONCRETE HEADWALL OF 48 INCH CONCRETE BOX RAILROAD CULVERT NO. G-121.
 ET0397
 ET0397                          STATION RECOVERY (2008)
 ET0397
 ET0397'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0397'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0397'11.242' W112 49.872'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0399 ***********************************************************************
 ET0399  DESIGNATION -  RV 155
 ET0399  PID         -  ET0399
 ET0399  STATE/COUNTY-  AZ/YAVAPAI
 ET0399  USGS QUAD   -  CONGRESS (1969)
 ET0399
 ET0399                         *CURRENT SURVEY CONTROL
 ET0399  ___________________________________________________________________
 ET0399* NAD 83(1986)-  34 12 07.     (N)    112 50 01.     (W)     SCALED    
 ET0399* NAVD 88     -       960.526  (meters)    3151.33   (feet)  POSTED    
 ET0399  ___________________________________________________________________
 ET0399  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 ET0399  DYNAMIC HT  -         959.320 (meters)    3147.37  (feet)  COMP
 ET0399  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 ET0399
 ET0399  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0399
 ET0399.The horizontal coordinates were scaled from a topographic map and have
 ET0399.an estimated accuracy of +/- 6 seconds.
 ET0399
 ET0399.The orthometric height was determined by differential leveling
 ET0399.and adjusted in November 2005.
 ET0399.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0399.rate of 1.1 thru 2.0 mm/km.
 ET0399
 ET0399.The geoid height was determined by GEOID03.
 ET0399
 ET0399.The dynamic height is computed by dividing the NAVD 88
 ET0399.geopotential number by the normal gravity value computed on the
 ET0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0399.degrees latitude (g = 980.6199 gals.).
 ET0399
 ET0399.The modeled gravity was interpolated from observed gravity values.
 ET0399
 ET0399;                    North         East    Units  Estimated Accuracy
 ET0399;SPC AZ C     -   355,430.      128,860.      MT  (+/- 180 meters Scaled)
 ET0399
 ET0399                          SUPERSEDED SURVEY CONTROL
 ET0399
 ET0399  NGVD 29 (??/??/92)  959.843  (m)         3149.08   (f) ADJ UNCH    2 0
 ET0399
 ET0399.Superseded values are not recommended for survey control.
 ET0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0399.See file dsdata.txt to determine how the superseded data were derived.
 ET0399
 ET0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC310860(NAD 83)
 ET0399_MARKER: R = RIVET
 ET0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0399_SP_SET: CULVERT
 ET0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0399+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0399
 ET0399  HISTORY     - Date     Condition        Report By
 ET0399  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0399  HISTORY     - 1933     GOOD             NGS
 ET0399  HISTORY     - 20080526 GOOD             GEOCAC
 ET0399
 ET0399                          STATION DESCRIPTION
 ET0399
 ET0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0399'3.8 MI N FROM CONGRESS JUNCTION.
 ET0399'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 120, ON TOP OF WESTERLY
 ET0399'CONCRETE HEADWALL OF 48 INCH CONCRETE BOX RAILROAD CULVERT NO. G-120.
 ET0399
 ET0399                          STATION RECOVERY (2008)
 ET0399
 ET0399'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0399'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0399'12.132' W112 50.032'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0401 ***********************************************************************
 ET0401  DESIGNATION -  RV 156
 ET0401  PID         -  ET0401
 ET0401  STATE/COUNTY-  AZ/YAVAPAI
 ET0401  USGS QUAD   -  CONGRESS (1969)
 ET0401
 ET0401                         *CURRENT SURVEY CONTROL
 ET0401  ___________________________________________________________________
 ET0401* NAD 83(1986)-  34 13 04.     (N)    112 50 21.     (W)     SCALED    
 ET0401* NAVD 88     -       985.132  (meters)    3232.05   (feet)  POSTED    
 ET0401  ___________________________________________________________________
 ET0401  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ET0401  DYNAMIC HT  -         983.890 (meters)    3227.98  (feet)  COMP
 ET0401  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 ET0401
 ET0401  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0401
 ET0401.The horizontal coordinates were scaled from a topographic map and have
 ET0401.an estimated accuracy of +/- 6 seconds.
 ET0401
 ET0401.The orthometric height was determined by differential leveling
 ET0401.and adjusted in November 2005.
 ET0401.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0401.rate of 1.1 thru 2.0 mm/km.
 ET0401
 ET0401.The geoid height was determined by GEOID03.
 ET0401
 ET0401.The dynamic height is computed by dividing the NAVD 88
 ET0401.geopotential number by the normal gravity value computed on the
 ET0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0401.degrees latitude (g = 980.6199 gals.).
 ET0401
 ET0401.The modeled gravity was interpolated from observed gravity values.
 ET0401
 ET0401;                    North         East    Units  Estimated Accuracy
 ET0401;SPC AZ C     -   357,190.      128,360.      MT  (+/- 180 meters Scaled)
 ET0401
 ET0401                          SUPERSEDED SURVEY CONTROL
 ET0401
 ET0401  NGVD 29 (??/??/92)  984.437  (m)         3229.77   (f) ADJ UNCH    2 0
 ET0401
 ET0401.Superseded values are not recommended for survey control.
 ET0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0401.See file dsdata.txt to determine how the superseded data were derived.
 ET0401
 ET0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC305878(NAD 83)
 ET0401_MARKER: R = RIVET
 ET0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0401_SP_SET: CULVERT
 ET0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0401
 ET0401  HISTORY     - Date     Condition        Report By
 ET0401  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0401  HISTORY     - 1933     GOOD             NGS
 ET0401
 ET0401                          STATION DESCRIPTION
 ET0401
 ET0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0401'4.9 MI N FROM CONGRESS JUNCTION.
 ET0401'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 119, ON TOP OF WESTERLY
 ET0401'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. F-119.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0403 ***********************************************************************
 ET0403  DESIGNATION -  RV 157
 ET0403  PID         -  ET0403
 ET0403  STATE/COUNTY-  AZ/YAVAPAI
 ET0403  USGS QUAD   -  CONGRESS (1969)
 ET0403
 ET0403                         *CURRENT SURVEY CONTROL
 ET0403  ___________________________________________________________________
 ET0403* NAD 83(1986)-  34 13 44.     (N)    112 51 01.     (W)     SCALED    
 ET0403* NAVD 88     -      1002.967  (meters)    3290.57   (feet)  POSTED    
 ET0403  ___________________________________________________________________
 ET0403  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 ET0403  DYNAMIC HT  -        1001.700 (meters)    3286.41  (feet)  COMP
 ET0403  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 ET0403
 ET0403  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0403
 ET0403.The horizontal coordinates were scaled from a topographic map and have
 ET0403.an estimated accuracy of +/- 6 seconds.
 ET0403
 ET0403.The orthometric height was determined by differential leveling
 ET0403.and adjusted in November 2005.
 ET0403.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0403.rate of 1.1 thru 2.0 mm/km.
 ET0403
 ET0403.The geoid height was determined by GEOID03.
 ET0403
 ET0403.The dynamic height is computed by dividing the NAVD 88
 ET0403.geopotential number by the normal gravity value computed on the
 ET0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0403.degrees latitude (g = 980.6199 gals.).
 ET0403
 ET0403.The modeled gravity was interpolated from observed gravity values.
 ET0403
 ET0403;                    North         East    Units  Estimated Accuracy
 ET0403;SPC AZ C     -   358,440.      127,350.      MT  (+/- 180 meters Scaled)
 ET0403
 ET0403                          SUPERSEDED SURVEY CONTROL
 ET0403
 ET0403  NGVD 29 (??/??/92) 1002.256  (m)         3288.23   (f) ADJ UNCH    2 0
 ET0403
 ET0403.Superseded values are not recommended for survey control.
 ET0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0403.See file dsdata.txt to determine how the superseded data were derived.
 ET0403
 ET0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC295890(NAD 83)
 ET0403_MARKER: R = RIVET
 ET0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0403_SP_SET: CULVERT
 ET0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0403+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0403
 ET0403  HISTORY     - Date     Condition        Report By
 ET0403  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0403  HISTORY     - 1933     GOOD             NGS
 ET0403  HISTORY     - 20080526 GOOD             GEOCAC
 ET0403
 ET0403                          STATION DESCRIPTION
 ET0403
 ET0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0403'5.9 MI N FROM CONGRESS JUNCTION.
 ET0403'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 118, ON TOP OF WESTERLY
 ET0403'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO.C-118.
 ET0403
 ET0403                          STATION RECOVERY (2008)
 ET0403
 ET0403'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0403'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0403'13.742' W112 51.011'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0404 ***********************************************************************
 ET0404  DESIGNATION -  RV 158
 ET0404  PID         -  ET0404
 ET0404  STATE/COUNTY-  AZ/YAVAPAI
 ET0404  USGS QUAD   -  CONGRESS (1969)
 ET0404
 ET0404                         *CURRENT SURVEY CONTROL
 ET0404  ___________________________________________________________________
 ET0404* NAD 83(1986)-  34 14 14.     (N)    112 51 42.     (W)     SCALED    
 ET0404* NAVD 88     -      1014.930  (meters)    3329.82   (feet)  POSTED    
 ET0404  ___________________________________________________________________
 ET0404  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 ET0404  DYNAMIC HT  -        1013.650 (meters)    3325.62  (feet)  COMP
 ET0404  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 ET0404
 ET0404  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0404
 ET0404.The horizontal coordinates were scaled from a topographic map and have
 ET0404.an estimated accuracy of +/- 6 seconds.
 ET0404
 ET0404.The orthometric height was determined by differential leveling
 ET0404.and adjusted in November 2005.
 ET0404.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0404.rate of 3.1 thru 4.0 mm/km.
 ET0404
 ET0404.The geoid height was determined by GEOID03.
 ET0404
 ET0404.The dynamic height is computed by dividing the NAVD 88
 ET0404.geopotential number by the normal gravity value computed on the
 ET0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0404.degrees latitude (g = 980.6199 gals.).
 ET0404
 ET0404.The modeled gravity was interpolated from observed gravity values.
 ET0404
 ET0404;                    North         East    Units  Estimated Accuracy
 ET0404;SPC AZ C     -   359,370.      126,310.      MT  (+/- 180 meters Scaled)
 ET0404
 ET0404                          SUPERSEDED SURVEY CONTROL
 ET0404
 ET0404  NGVD 29 (??/??/92) 1014.212  (m)         3327.46   (f) ADJ UNCH    2 0
 ET0404
 ET0404.Superseded values are not recommended for survey control.
 ET0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0404.See file dsdata.txt to determine how the superseded data were derived.
 ET0404
 ET0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC285900(NAD 83)
 ET0404_MARKER: R = RIVET
 ET0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0404_SP_SET: CULVERT
 ET0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0404+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0404
 ET0404  HISTORY     - Date     Condition        Report By
 ET0404  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0404  HISTORY     - 1933     GOOD             NGS
 ET0404  HISTORY     - 20080526 GOOD             GEOCAC
 ET0404
 ET0404                          STATION DESCRIPTION
 ET0404
 ET0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0404'6.8 MI N FROM CONGRESS JUNCTION.
 ET0404'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 117, ON TOP OF EASTERLY
 ET0404'CONCRETE HEADWALL OF DOUBLE 36 INCH CONCRETE PIPE RAILROAD CULVERT NO.
 ET0404'C-117.
 ET0404
 ET0404                          STATION RECOVERY (2008)
 ET0404
 ET0404'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0404'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0404'14.248' W112 51.705'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0407 ***********************************************************************
 ET0407  DESIGNATION -  RV 159
 ET0407  PID         -  ET0407
 ET0407  STATE/COUNTY-  AZ/YAVAPAI
 ET0407  USGS QUAD   -  O'NEILL PASS (1969)
 ET0407
 ET0407                         *CURRENT SURVEY CONTROL
 ET0407  ___________________________________________________________________
 ET0407* NAD 83(1986)-  34 14 40.     (N)    112 52 40.     (W)     SCALED    
 ET0407* NAVD 88     -      1013.815  (meters)    3326.16   (feet)  POSTED    
 ET0407  ___________________________________________________________________
 ET0407  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 ET0407  DYNAMIC HT  -        1012.530 (meters)    3321.94  (feet)  COMP
 ET0407  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 ET0407
 ET0407  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0407
 ET0407.The horizontal coordinates were scaled from a topographic map and have
 ET0407.an estimated accuracy of +/- 6 seconds.
 ET0407
 ET0407.The orthometric height was determined by differential leveling
 ET0407.and adjusted in November 2005.
 ET0407.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0407.rate of 1.1 thru 2.0 mm/km.
 ET0407
 ET0407.The geoid height was determined by GEOID03.
 ET0407
 ET0407.The dynamic height is computed by dividing the NAVD 88
 ET0407.geopotential number by the normal gravity value computed on the
 ET0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0407.degrees latitude (g = 980.6199 gals.).
 ET0407
 ET0407.The modeled gravity was interpolated from observed gravity values.
 ET0407
 ET0407;                    North         East    Units  Estimated Accuracy
 ET0407;SPC AZ C     -   360,180.      124,830.      MT  (+/- 180 meters Scaled)
 ET0407
 ET0407                          SUPERSEDED SURVEY CONTROL
 ET0407
 ET0407  NGVD 29 (??/??/92) 1013.098  (m)         3323.81   (f) ADJ UNCH    2 0
 ET0407
 ET0407.Superseded values are not recommended for survey control.
 ET0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0407.See file dsdata.txt to determine how the superseded data were derived.
 ET0407
 ET0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC270908(NAD 83)
 ET0407_MARKER: R = RIVET
 ET0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0407_SP_SET: PARAPET WALL
 ET0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0407
 ET0407  HISTORY     - Date     Condition        Report By
 ET0407  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0407  HISTORY     - 1933     GOOD             NGS
 ET0407  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0407
 ET0407                          STATION DESCRIPTION
 ET0407
 ET0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0407'5.9 MI S FROM DATE.
 ET0407'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 116, ON TOP OF EASTERLY
 ET0407'CONCRETE PARAPET WALL OF RAILROAD TRESTLE NO. C-116, NORTH SIDE OF
 ET0407'TRACK.
 ET0407
 ET0407                          STATION RECOVERY (2008)
 ET0407
 ET0407'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0407'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0407'MARK. THE OLD TRESTLE HAS BEEN REPLACED BY A MODERN PRE-CAST CONCRETE
 ET0407'VERSION. THE OLD CONCRETE OF THE ORIGINAL TRESTLE HAS BEEN BROKEN UP
 ET0407'AND PUSHED UP ALONG THE EASTERN BANKS OF THE WASH AS RIP-RAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0108 ***********************************************************************
 DU0108  DESIGNATION -  RV 16
 DU0108  PID         -  DU0108
 DU0108  STATE/COUNTY-  AZ/GRAHAM
 DU0108  USGS QUAD   -  CALVA (1989)
 DU0108
 DU0108                         *CURRENT SURVEY CONTROL
 DU0108  ___________________________________________________________________
 DU0108* NAD 83(1986)-  33 10 43.     (N)    110 10 45.     (W)     SCALED    
 DU0108* NAVD 88     -       787.452  (meters)    2583.50   (feet)  ADJUSTED  
 DU0108  ___________________________________________________________________
 DU0108  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DU0108  DYNAMIC HT  -         786.382 (meters)    2579.99  (feet)  COMP
 DU0108  MODELED GRAV-     979,253.1   (mgal)                       NAVD 88
 DU0108
 DU0108  VERT ORDER  -  FIRST     CLASS II
 DU0108
 DU0108.The horizontal coordinates were scaled from a topographic map and have
 DU0108.an estimated accuracy of +/- 6 seconds.
 DU0108
 DU0108.The orthometric height was determined by differential leveling
 DU0108.and adjusted in June 1991.
 DU0108.WARNING-Repeat measurements at this control monument indicate possible
 DU0108.vertical movement.
 DU0108
 DU0108.The geoid height was determined by GEOID03.
 DU0108
 DU0108.The dynamic height is computed by dividing the NAVD 88
 DU0108.geopotential number by the normal gravity value computed on the
 DU0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0108.degrees latitude (g = 980.6199 gals.).
 DU0108
 DU0108.The modeled gravity was interpolated from observed gravity values.
 DU0108
 DU0108;                    North         East    Units  Estimated Accuracy
 DU0108;SPC AZ E     -   241,560.      212,190.      MT  (+/- 180 meters Scaled)
 DU0108
 DU0108                          SUPERSEDED SURVEY CONTROL
 DU0108
 DU0108  NGVD 29 (??/??/92)  786.873  (m)         2581.60   (f) ADJ UNCH    1 2
 DU0108
 DU0108.Superseded values are not recommended for survey control.
 DU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0108.See file dsdata.txt to determine how the superseded data were derived.
 DU0108
 DU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB765713(NAD 83)
 DU0108_MARKER: R = RIVET
 DU0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0108_SP_SET: CULVERT
 DU0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0108
 DU0108  HISTORY     - Date     Condition        Report By
 DU0108  HISTORY     - UNK      MONUMENTED       SPRR
 DU0108  HISTORY     - 1952     GOOD             NGS
 DU0108
 DU0108                          STATION DESCRIPTION
 DU0108
 DU0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0108'0.8 MI SE FROM CALVA.
 DU0108'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0108'COMPANY RAILROAD STATION AT CALVA, NEAR A RANCH HOUSE, 0.1 MILE
 DU0108'NORTHWEST OF TRIANGULATION STATION CALVA AT RAILROAD MILEAGE NO.
 DU0108'1175.75, 85.8 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.3
 DU0108'FEET NORTHEAST OF THE NORTHEAST RAIL OF SOUTHERN PACIFIC COMPANY
 DU0108'RAILROAD, 5.3 FEET NORTHWEST OF THE SOUTHEAST END OF A CULVERT, 2-1/2
 DU0108'FEET LOWER THAN THE HIGHWAY, AND IN THE TOP AND THE CENTER OF THE
 DU0108'CONCRETE HEADWALL OF CULVERT NO. 1175.75.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0165 ***********************************************************************
 EU0165  DESIGNATION -  RV 16
 EU0165  PID         -  EU0165
 EU0165  STATE/COUNTY-  AZ/LA PAZ
 EU0165  USGS QUAD   -  PARKER SE (1970)
 EU0165
 EU0165                         *CURRENT SURVEY CONTROL
 EU0165  ___________________________________________________________________
 EU0165* NAD 83(1986)-  34 03 28.     (N)    114 15 22.     (W)     SCALED    
 EU0165* NAVD 88     -       166.56   (+/-2cm)     546.5    (feet)  VERTCON   
 EU0165  ___________________________________________________________________
 EU0165  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EU0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0165
 EU0165.The horizontal coordinates were scaled from a topographic map and have
 EU0165.an estimated accuracy of +/- 6 seconds.
 EU0165
 EU0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0165.The vertical order pertains to the NGVD 29 superseded value.
 EU0165
 EU0165.The geoid height was determined by GEOID03.
 EU0165
 EU0165;                    North         East    Units  Estimated Accuracy
 EU0165;SPC AZ W     -   339,190.      166,640.      MT  (+/- 180 meters Scaled)
 EU0165
 EU0165                          SUPERSEDED SURVEY CONTROL
 EU0165
 EU0165  NGVD 29 (??/??/??)  165.963  (m)          544.50   (f) ADJUSTED    2 0
 EU0165
 EU0165.Superseded values are not recommended for survey control.
 EU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0165.See file dsdata.txt to determine how the superseded data were derived.
 EU0165
 EU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT532719(NAD 83)
 EU0165_MARKER: R = RIVET
 EU0165_SETTING: 66 = SET IN ROCK OUTCROP
 EU0165_SP_SET: LAVA OUTCROP
 EU0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0165+STABILITY: POSITION/ELEVATION WELL
 EU0165
 EU0165  HISTORY     - Date     Condition        Report By
 EU0165  HISTORY     - UNK      MONUMENTED       ATSFRR
 EU0165  HISTORY     - 1935     GOOD             NGS
 EU0165
 EU0165                          STATION DESCRIPTION
 EU0165
 EU0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0165'0.5 MI S FROM DENNY.
 EU0165'ABOUT 0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0165'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, 7 FEET EAST OF
 EU0165'MILEPOST 99, 30 FEET WEST OF THE CENTER LINE OF THE TRACK,
 EU0165'AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0408 ***********************************************************************
 ET0408  DESIGNATION -  RV 160
 ET0408  PID         -  ET0408
 ET0408  STATE/COUNTY-  AZ/YAVAPAI
 ET0408  USGS QUAD   -  DATE (1969)
 ET0408
 ET0408                         *CURRENT SURVEY CONTROL
 ET0408  ___________________________________________________________________
 ET0408* NAD 83(1986)-  34 15 11.     (N)    112 53 47.     (W)     SCALED    
 ET0408* NAVD 88     -       999.021  (meters)    3277.62   (feet)  POSTED    
 ET0408  ___________________________________________________________________
 ET0408  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 ET0408  DYNAMIC HT  -         997.760 (meters)    3273.48  (feet)  COMP
 ET0408  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 ET0408
 ET0408  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0408
 ET0408.The horizontal coordinates were scaled from a topographic map and have
 ET0408.an estimated accuracy of +/- 6 seconds.
 ET0408
 ET0408.The orthometric height was determined by differential leveling
 ET0408.and adjusted in November 2005.
 ET0408.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0408.rate of 1.1 thru 2.0 mm/km.
 ET0408
 ET0408.The geoid height was determined by GEOID03.
 ET0408
 ET0408.The dynamic height is computed by dividing the NAVD 88
 ET0408.geopotential number by the normal gravity value computed on the
 ET0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0408.degrees latitude (g = 980.6199 gals.).
 ET0408
 ET0408.The modeled gravity was interpolated from observed gravity values.
 ET0408
 ET0408;                    North         East    Units  Estimated Accuracy
 ET0408;SPC AZ C     -   361,160.      123,130.      MT  (+/- 180 meters Scaled)
 ET0408
 ET0408                          SUPERSEDED SURVEY CONTROL
 ET0408
 ET0408  NGVD 29 (??/??/92)  998.313  (m)         3275.30   (f) ADJ UNCH    2 0
 ET0408
 ET0408.Superseded values are not recommended for survey control.
 ET0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0408.See file dsdata.txt to determine how the superseded data were derived.
 ET0408
 ET0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC253918(NAD 83)
 ET0408_MARKER: R = RIVET
 ET0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0408_SP_SET: CULVERT
 ET0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0408+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0408
 ET0408  HISTORY     - Date     Condition        Report By
 ET0408  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0408  HISTORY     - 1933     GOOD             NGS
 ET0408  HISTORY     - 20080526 GOOD             GEOCAC
 ET0408
 ET0408                          STATION DESCRIPTION
 ET0408
 ET0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0408'4.7 MI S FROM DATE.
 ET0408'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 115, ON TOP OF CONCRETE
 ET0408'HEADWALL OF 42 INCH CONCRETE PIPE RAILROAD CULVERT NO. C-115, EAST
 ET0408'SIDE OF TRACK.
 ET0408
 ET0408                          STATION RECOVERY (2008)
 ET0408
 ET0408'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0408'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0408'15.198' W112 53.791'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0410 ***********************************************************************
 ET0410  DESIGNATION -  RV 161
 ET0410  PID         -  ET0410
 ET0410  STATE/COUNTY-  AZ/YAVAPAI
 ET0410  USGS QUAD   -  DATE (1969)
 ET0410
 ET0410                         *CURRENT SURVEY CONTROL
 ET0410  ___________________________________________________________________
 ET0410* NAD 83(1986)-  34 15 52.     (N)    112 54 07.     (W)     SCALED    
 ET0410* NAVD 88     -       994.096  (meters)    3261.46   (feet)  POSTED    
 ET0410  ___________________________________________________________________
 ET0410  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 ET0410  DYNAMIC HT  -         992.840 (meters)    3257.34  (feet)  COMP
 ET0410  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 ET0410
 ET0410  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0410
 ET0410.The horizontal coordinates were scaled from a topographic map and have
 ET0410.an estimated accuracy of +/- 6 seconds.
 ET0410
 ET0410.The orthometric height was determined by differential leveling
 ET0410.and adjusted in November 2005.
 ET0410.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0410.rate of 1.1 thru 2.0 mm/km.
 ET0410
 ET0410.The geoid height was determined by GEOID03.
 ET0410
 ET0410.The dynamic height is computed by dividing the NAVD 88
 ET0410.geopotential number by the normal gravity value computed on the
 ET0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0410.degrees latitude (g = 980.6199 gals.).
 ET0410
 ET0410.The modeled gravity was interpolated from observed gravity values.
 ET0410
 ET0410;                    North         East    Units  Estimated Accuracy
 ET0410;SPC AZ C     -   362,420.      122,630.      MT  (+/- 180 meters Scaled)
 ET0410
 ET0410                          SUPERSEDED SURVEY CONTROL
 ET0410
 ET0410  NGVD 29 (??/??/92)  993.390  (m)         3259.15   (f) ADJ UNCH    2 0
 ET0410
 ET0410.Superseded values are not recommended for survey control.
 ET0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0410.See file dsdata.txt to determine how the superseded data were derived.
 ET0410
 ET0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC248931(NAD 83)
 ET0410_MARKER: R = RIVET
 ET0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0410_SP_SET: CULVERT
 ET0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0410
 ET0410  HISTORY     - Date     Condition        Report By
 ET0410  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0410  HISTORY     - 1933     GOOD             NGS
 ET0410  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0410
 ET0410                          STATION DESCRIPTION
 ET0410
 ET0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0410'4.0 MI S FROM DATE.
 ET0410'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 114, ON TOP EASTERLY CONCRETE
 ET0410'HEADWALL OF 48 INCH CONCRETE BOX RAILROAD CULVERT NO. C-114.
 ET0410
 ET0410                          STATION RECOVERY (2008)
 ET0410
 ET0410'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0410'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0410'MARK. THE ORIGINAL BOX CULVERT HAS BEEN REPLACED BY A PREFABRICATED
 ET0410'CONCRETE TRESTLE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0412 ***********************************************************************
 ET0412  DESIGNATION -  RV 162
 ET0412  PID         -  ET0412
 ET0412  STATE/COUNTY-  AZ/YAVAPAI
 ET0412  USGS QUAD   -  DATE (1969)
 ET0412
 ET0412                         *CURRENT SURVEY CONTROL
 ET0412  ___________________________________________________________________
 ET0412* NAD 83(1986)-  34 16 55.     (N)    112 54 19.     (W)     SCALED    
 ET0412* NAVD 88     -      1010.138  (meters)    3314.09   (feet)  POSTED    
 ET0412  ___________________________________________________________________
 ET0412  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ET0412  DYNAMIC HT  -        1008.860 (meters)    3309.90  (feet)  COMP
 ET0412  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 ET0412
 ET0412  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0412
 ET0412.The horizontal coordinates were scaled from a topographic map and have
 ET0412.an estimated accuracy of +/- 6 seconds.
 ET0412
 ET0412.The orthometric height was determined by differential leveling
 ET0412.and adjusted in November 2005.
 ET0412.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0412.rate of 1.1 thru 2.0 mm/km.
 ET0412
 ET0412.The geoid height was determined by GEOID03.
 ET0412
 ET0412.The dynamic height is computed by dividing the NAVD 88
 ET0412.geopotential number by the normal gravity value computed on the
 ET0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0412.degrees latitude (g = 980.6199 gals.).
 ET0412
 ET0412.The modeled gravity was interpolated from observed gravity values.
 ET0412
 ET0412;                    North         East    Units  Estimated Accuracy
 ET0412;SPC AZ C     -   364,370.      122,340.      MT  (+/- 180 meters Scaled)
 ET0412
 ET0412                          SUPERSEDED SURVEY CONTROL
 ET0412
 ET0412  NGVD 29 (??/??/92) 1009.426  (m)         3311.76   (f) ADJ UNCH    2 0
 ET0412
 ET0412.Superseded values are not recommended for survey control.
 ET0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0412.See file dsdata.txt to determine how the superseded data were derived.
 ET0412
 ET0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC246950(NAD 83)
 ET0412_MARKER: R = RIVET
 ET0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0412_SP_SET: CULVERT
 ET0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0412+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0412
 ET0412  HISTORY     - Date     Condition        Report By
 ET0412  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0412  HISTORY     - 1933     GOOD             NGS
 ET0412  HISTORY     - 20080526 GOOD             GEOCAC
 ET0412
 ET0412                          STATION DESCRIPTION
 ET0412
 ET0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0412'2.6 MI S FROM DATE.
 ET0412'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 113, ON TOP OF WESTERLY
 ET0412'CONCRETE HEADWALL OF 30 INCH CONCRETE PIPE RAILROAD CULVERT NO.A-113.
 ET0412
 ET0412                          STATION RECOVERY (2008)
 ET0412
 ET0412'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0412'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0412'16.920' W112 54.321'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0414 ***********************************************************************
 ET0414  DESIGNATION -  RV 163
 ET0414  PID         -  ET0414
 ET0414  STATE/COUNTY-  AZ/YAVAPAI
 ET0414  USGS QUAD   -  DATE (1969)
 ET0414
 ET0414                         *CURRENT SURVEY CONTROL
 ET0414  ___________________________________________________________________
 ET0414* NAD 83(1986)-  34 17 16.     (N)    112 54 20.     (W)     SCALED    
 ET0414* NAVD 88     -      1019.952  (meters)    3346.29   (feet)  POSTED    
 ET0414  ___________________________________________________________________
 ET0414  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 ET0414  DYNAMIC HT  -        1018.660 (meters)    3342.05  (feet)  COMP
 ET0414  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 ET0414
 ET0414  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0414
 ET0414.The horizontal coordinates were scaled from a topographic map and have
 ET0414.an estimated accuracy of +/- 6 seconds.
 ET0414
 ET0414.The orthometric height was determined by differential leveling
 ET0414.and adjusted in November 2005.
 ET0414.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0414.rate of 1.1 thru 2.0 mm/km.
 ET0414
 ET0414.The geoid height was determined by GEOID03.
 ET0414
 ET0414.The dynamic height is computed by dividing the NAVD 88
 ET0414.geopotential number by the normal gravity value computed on the
 ET0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0414.degrees latitude (g = 980.6199 gals.).
 ET0414
 ET0414.The modeled gravity was interpolated from observed gravity values.
 ET0414
 ET0414;                    North         East    Units  Estimated Accuracy
 ET0414;SPC AZ C     -   365,020.      122,320.      MT  (+/- 180 meters Scaled)
 ET0414
 ET0414                          SUPERSEDED SURVEY CONTROL
 ET0414
 ET0414  NGVD 29 (??/??/92) 1019.239  (m)         3343.95   (f) ADJ UNCH    2 0
 ET0414
 ET0414.Superseded values are not recommended for survey control.
 ET0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0414.See file dsdata.txt to determine how the superseded data were derived.
 ET0414
 ET0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC246957(NAD 83)
 ET0414_MARKER: R = RIVET
 ET0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0414_SP_SET: CULVERT
 ET0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0414+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0414
 ET0414  HISTORY     - Date     Condition        Report By
 ET0414  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0414  HISTORY     - 1933     GOOD             NGS
 ET0414  HISTORY     - 20080526 GOOD             GEOCAC
 ET0414
 ET0414                          STATION DESCRIPTION
 ET0414
 ET0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0414'2.0 MI S FROM DATE.
 ET0414'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 112, ON TOP OF WESTERLY
 ET0414'CONCRETE HEADWALL OF 36 INCH CONCRETE PIPE RAILROAD CULVERT NO. C-112.
 ET0414
 ET0414                          STATION RECOVERY (2008)
 ET0414
 ET0414'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0414'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0414'17.439' W112 54.334'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0415 ***********************************************************************
 ET0415  DESIGNATION -  RV 164
 ET0415  PID         -  ET0415
 ET0415  STATE/COUNTY-  AZ/YAVAPAI
 ET0415  USGS QUAD   -  DATE (1969)
 ET0415
 ET0415                         *CURRENT SURVEY CONTROL
 ET0415  ___________________________________________________________________
 ET0415* NAD 83(1986)-  34 18 16.     (N)    112 54 47.     (W)     SCALED    
 ET0415* NAVD 88     -      1018.756  (meters)    3342.37   (feet)  POSTED    
 ET0415  ___________________________________________________________________
 ET0415  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 ET0415  DYNAMIC HT  -        1017.470 (meters)    3338.15  (feet)  COMP
 ET0415  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 ET0415
 ET0415  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0415
 ET0415.The horizontal coordinates were scaled from a topographic map and have
 ET0415.an estimated accuracy of +/- 6 seconds.
 ET0415
 ET0415.The orthometric height was determined by differential leveling
 ET0415.and adjusted in November 2005.
 ET0415.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0415.rate of 1.1 thru 2.0 mm/km.
 ET0415
 ET0415.The geoid height was determined by GEOID03.
 ET0415
 ET0415.The dynamic height is computed by dividing the NAVD 88
 ET0415.geopotential number by the normal gravity value computed on the
 ET0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0415.degrees latitude (g = 980.6199 gals.).
 ET0415
 ET0415.The modeled gravity was interpolated from observed gravity values.
 ET0415
 ET0415;                    North         East    Units  Estimated Accuracy
 ET0415;SPC AZ C     -   366,870.      121,650.      MT  (+/- 180 meters Scaled)
 ET0415
 ET0415                          SUPERSEDED SURVEY CONTROL
 ET0415
 ET0415  NGVD 29 (??/??/92) 1018.040  (m)         3340.02   (f) ADJ UNCH    2 0
 ET0415
 ET0415.Superseded values are not recommended for survey control.
 ET0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0415.See file dsdata.txt to determine how the superseded data were derived.
 ET0415
 ET0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC239975(NAD 83)
 ET0415_MARKER: R = RIVET
 ET0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0415_SP_SET: CULVERT
 ET0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0415+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0415
 ET0415  HISTORY     - Date     Condition        Report By
 ET0415  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0415  HISTORY     - 1933     GOOD             NGS
 ET0415  HISTORY     - 20080526 GOOD             GEOCAC
 ET0415
 ET0415                          STATION DESCRIPTION
 ET0415
 ET0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0415'0.8 MI S FROM DATE.
 ET0415'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 111, ON TOP OF EASTERLY
 ET0415'CONCRETE HEADWALL OF 4 FOOT CONCRETE BOX RAILROAD CULVERT NO. D-111.
 ET0415
 ET0415                          STATION RECOVERY (2008)
 ET0415
 ET0415'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0415'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0415'18.271' W112 54.783'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0418 ***********************************************************************
 ET0418  DESIGNATION -  RV 165
 ET0418  PID         -  ET0418
 ET0418  STATE/COUNTY-  AZ/YAVAPAI
 ET0418  USGS QUAD   -  DATE (1969)
 ET0418
 ET0418                         *CURRENT SURVEY CONTROL
 ET0418  ___________________________________________________________________
 ET0418* NAD 83(1986)-  34 19 02.     (N)    112 55 06.     (W)     SCALED    
 ET0418* NAVD 88     -      1038.712  (meters)    3407.84   (feet)  POSTED    
 ET0418  ___________________________________________________________________
 ET0418  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 ET0418  DYNAMIC HT  -        1037.390 (meters)    3403.50  (feet)  COMP
 ET0418  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 ET0418
 ET0418  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0418
 ET0418.The horizontal coordinates were scaled from a topographic map and have
 ET0418.an estimated accuracy of +/- 6 seconds.
 ET0418
 ET0418.The orthometric height was determined by differential leveling
 ET0418.and adjusted in November 2005.
 ET0418.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0418.rate of 1.1 thru 2.0 mm/km.
 ET0418
 ET0418.The geoid height was determined by GEOID03.
 ET0418
 ET0418.The dynamic height is computed by dividing the NAVD 88
 ET0418.geopotential number by the normal gravity value computed on the
 ET0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0418.degrees latitude (g = 980.6199 gals.).
 ET0418
 ET0418.The modeled gravity was interpolated from observed gravity values.
 ET0418
 ET0418;                    North         East    Units  Estimated Accuracy
 ET0418;SPC AZ C     -   368,290.      121,170.      MT  (+/- 180 meters Scaled)
 ET0418
 ET0418                          SUPERSEDED SURVEY CONTROL
 ET0418
 ET0418  NGVD 29 (??/??/92) 1037.989  (m)         3405.47   (f) ADJ UNCH    2 0
 ET0418
 ET0418.Superseded values are not recommended for survey control.
 ET0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0418.See file dsdata.txt to determine how the superseded data were derived.
 ET0418
 ET0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC234989(NAD 83)
 ET0418_MARKER: R = RIVET
 ET0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0418_SP_SET: CULVERT
 ET0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0418
 ET0418  HISTORY     - Date     Condition        Report By
 ET0418  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0418  HISTORY     - 1933     GOOD             NGS
 ET0418  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0418
 ET0418                          STATION DESCRIPTION
 ET0418
 ET0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0418'0.4 MI N FROM DATE.
 ET0418'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 110, ON TOP OF WESTERLY
 ET0418'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. B-110.
 ET0418
 ET0418                          STATION RECOVERY (2008)
 ET0418
 ET0418'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0418'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0418'MARK. THERE ARE TWO CULVERTS FLANKING THE SCALED CO-ORDINATES, AND
 ET0418'NEITHER ONE HAS A RIVET ON THE WESTERN HEADWALL. THE NORTHERNMOST OF
 ET0418'THE TWO (AND CLOSEST TO THE DESCRIBED LOCATION) IS A BOX CULVERT WITH
 ET0418'A MOLDED DATE OF 1941 ON IT. ASSUMED DESTROYED BY RECONSTRUCTION OF
 ET0418'THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0419 ***********************************************************************
 ET0419  DESIGNATION -  RV 166
 ET0419  PID         -  ET0419
 ET0419  STATE/COUNTY-  AZ/YAVAPAI
 ET0419  USGS QUAD   -  DATE (1969)
 ET0419
 ET0419                         *CURRENT SURVEY CONTROL
 ET0419  ___________________________________________________________________
 ET0419* NAD 83(1986)-  34 20 00.     (N)    112 55 12.     (W)     SCALED    
 ET0419* NAVD 88     -      1063.096  (meters)    3487.84   (feet)  POSTED    
 ET0419  ___________________________________________________________________
 ET0419  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 ET0419  DYNAMIC HT  -        1061.740 (meters)    3483.39  (feet)  COMP
 ET0419  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 ET0419
 ET0419  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0419
 ET0419.The horizontal coordinates were scaled from a topographic map and have
 ET0419.an estimated accuracy of +/- 6 seconds.
 ET0419
 ET0419.The orthometric height was determined by differential leveling
 ET0419.and adjusted in November 2005.
 ET0419.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0419.rate of 1.1 thru 2.0 mm/km.
 ET0419
 ET0419.The geoid height was determined by GEOID03.
 ET0419
 ET0419.The dynamic height is computed by dividing the NAVD 88
 ET0419.geopotential number by the normal gravity value computed on the
 ET0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0419.degrees latitude (g = 980.6199 gals.).
 ET0419
 ET0419.The modeled gravity was interpolated from observed gravity values.
 ET0419
 ET0419;                    North         East    Units  Estimated Accuracy
 ET0419;SPC AZ C     -   370,080.      121,040.      MT  (+/- 180 meters Scaled)
 ET0419
 ET0419                          SUPERSEDED SURVEY CONTROL
 ET0419
 ET0419  NGVD 29 (??/??/92) 1062.365  (m)         3485.44   (f) ADJ UNCH    2 0
 ET0419
 ET0419.Superseded values are not recommended for survey control.
 ET0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0419.See file dsdata.txt to determine how the superseded data were derived.
 ET0419
 ET0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD233007(NAD 83)
 ET0419_MARKER: R = RIVET
 ET0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0419_SP_SET: CULVERT
 ET0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0419+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0419
 ET0419  HISTORY     - Date     Condition        Report By
 ET0419  HISTORY     - UNK      MONUMENTED       CGS
 ET0419  HISTORY     - 1933     GOOD             NGS
 ET0419  HISTORY     - 20080526 GOOD             GEOCAC
 ET0419
 ET0419                          STATION DESCRIPTION
 ET0419
 ET0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0419'1.5 MI N FROM DATE.
 ET0419'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 109, ON TOP OF WESTERLY
 ET0419'CONCRETE HEADWALL OF 48 INCH CONCRETE PIPE RAILROAD CULVERT NO. B-109.
 ET0419
 ET0419                          STATION RECOVERY (2008)
 ET0419
 ET0419'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0419'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0419'20.011' W112 55.198'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0421 ***********************************************************************
 ET0421  DESIGNATION -  RV 167
 ET0421  PID         -  ET0421
 ET0421  STATE/COUNTY-  AZ/YAVAPAI
 ET0421  USGS QUAD   -  DATE (1969)
 ET0421
 ET0421                         *CURRENT SURVEY CONTROL
 ET0421  ___________________________________________________________________
 ET0421* NAD 83(1986)-  34 20 52.     (N)    112 54 56.     (W)     SCALED    
 ET0421* NAVD 88     -      1087.708  (meters)    3568.59   (feet)  POSTED    
 ET0421  ___________________________________________________________________
 ET0421  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 ET0421  DYNAMIC HT  -        1086.320 (meters)    3564.03  (feet)  COMP
 ET0421  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 ET0421
 ET0421  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0421
 ET0421.The horizontal coordinates were scaled from a topographic map and have
 ET0421.an estimated accuracy of +/- 6 seconds.
 ET0421
 ET0421.The orthometric height was determined by differential leveling
 ET0421.and adjusted in November 2005.
 ET0421.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0421.rate of 1.1 thru 2.0 mm/km.
 ET0421
 ET0421.The geoid height was determined by GEOID03.
 ET0421
 ET0421.The dynamic height is computed by dividing the NAVD 88
 ET0421.geopotential number by the normal gravity value computed on the
 ET0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0421.degrees latitude (g = 980.6199 gals.).
 ET0421
 ET0421.The modeled gravity was interpolated from observed gravity values.
 ET0421
 ET0421;                    North         East    Units  Estimated Accuracy
 ET0421;SPC AZ C     -   371,680.      121,460.      MT  (+/- 180 meters Scaled)
 ET0421
 ET0421                          SUPERSEDED SURVEY CONTROL
 ET0421
 ET0421  NGVD 29 (??/??/92) 1086.970  (m)         3566.17   (f) ADJ UNCH    2 0
 ET0421
 ET0421.Superseded values are not recommended for survey control.
 ET0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0421.See file dsdata.txt to determine how the superseded data were derived.
 ET0421
 ET0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD238023(NAD 83)
 ET0421_MARKER: R = RIVET
 ET0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0421_SP_SET: CULVERT
 ET0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0421
 ET0421  HISTORY     - Date     Condition        Report By
 ET0421  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0421  HISTORY     - 1933     GOOD             NGS
 ET0421  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0421
 ET0421                          STATION DESCRIPTION
 ET0421
 ET0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0421'5.6 MI N FROM DATE.
 ET0421'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 108, ON TOP OF EASTERLY
 ET0421'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. B-108.
 ET0421
 ET0421                          STATION RECOVERY (2008)
 ET0421
 ET0421'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0421'THE CULVERT HEADWALL ON THE EAST SIDE OF THE TRACKS HAS BEEN REMOVED.
 ET0421'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0422 ***********************************************************************
 ET0422  DESIGNATION -  RV 168
 ET0422  PID         -  ET0422
 ET0422  STATE/COUNTY-  AZ/YAVAPAI
 ET0422  USGS QUAD   -  DATE (1969)
 ET0422
 ET0422                         *CURRENT SURVEY CONTROL
 ET0422  ___________________________________________________________________
 ET0422* NAD 83(1986)-  34 21 28.     (N)    112 54 37.     (W)     SCALED    
 ET0422* NAVD 88     -      1105.667  (meters)    3627.51   (feet)  POSTED    
 ET0422  ___________________________________________________________________
 ET0422  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 ET0422  DYNAMIC HT  -        1104.250 (meters)    3622.86  (feet)  COMP
 ET0422  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 ET0422
 ET0422  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0422
 ET0422.The horizontal coordinates were scaled from a topographic map and have
 ET0422.an estimated accuracy of +/- 6 seconds.
 ET0422
 ET0422.The orthometric height was determined by differential leveling
 ET0422.and adjusted in November 2005.
 ET0422.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0422.rate of 1.1 thru 2.0 mm/km.
 ET0422
 ET0422.The geoid height was determined by GEOID03.
 ET0422
 ET0422.The dynamic height is computed by dividing the NAVD 88
 ET0422.geopotential number by the normal gravity value computed on the
 ET0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0422.degrees latitude (g = 980.6199 gals.).
 ET0422
 ET0422.The modeled gravity was interpolated from observed gravity values.
 ET0422
 ET0422;                    North         East    Units  Estimated Accuracy
 ET0422;SPC AZ C     -   372,780.      121,960.      MT  (+/- 180 meters Scaled)
 ET0422
 ET0422                          SUPERSEDED SURVEY CONTROL
 ET0422
 ET0422  NGVD 29 (??/??/92) 1104.915  (m)         3625.04   (f) ADJ UNCH    2 0
 ET0422
 ET0422.Superseded values are not recommended for survey control.
 ET0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0422.See file dsdata.txt to determine how the superseded data were derived.
 ET0422
 ET0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD243034(NAD 83)
 ET0422_MARKER: R = RIVET
 ET0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0422_SP_SET: CULVERT
 ET0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0422
 ET0422  HISTORY     - Date     Condition        Report By
 ET0422  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0422  HISTORY     - 1933     GOOD             NGS
 ET0422  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0422
 ET0422                          STATION DESCRIPTION
 ET0422
 ET0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0422'3.5 MI N FROM DATE.
 ET0422'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 107, ON TOP OF SOUTH END OF
 ET0422'WESTERLY CONCRETE HEADWALL OF 10X6 FOOT CONCRETE BOX RAILROAD CULVERT
 ET0422'NO. D-107.
 ET0422
 ET0422                          STATION RECOVERY (2008)
 ET0422
 ET0422'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0422'THE CULVERT HEADWALL AT THE DESCRIBED LOCATION APPEARS TO BE THE
 ET0422'ORIGINAL, HOWEVER, WOOD BEAMS HAVE BEEN ADDED TO THE HEADWALL TO
 ET0422'RETAIN BALLAST. ASSUMED TO BE IN GOOD CONDITION, YET INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0424 ***********************************************************************
 ET0424  DESIGNATION -  RV 169
 ET0424  PID         -  ET0424
 ET0424  STATE/COUNTY-  AZ/YAVAPAI
 ET0424  USGS QUAD   -  DATE (1969)
 ET0424
 ET0424                         *CURRENT SURVEY CONTROL
 ET0424  ___________________________________________________________________
 ET0424* NAD 83(1986)-  34 22 06.     (N)    112 54 46.     (W)     SCALED    
 ET0424* NAVD 88     -      1117.662  (meters)    3666.86   (feet)  POSTED    
 ET0424  ___________________________________________________________________
 ET0424  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 ET0424  DYNAMIC HT  -        1116.230 (meters)    3662.16  (feet)  COMP
 ET0424  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 ET0424
 ET0424  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0424
 ET0424.The horizontal coordinates were scaled from a topographic map and have
 ET0424.an estimated accuracy of +/- 6 seconds.
 ET0424
 ET0424.The orthometric height was determined by differential leveling
 ET0424.and adjusted in November 2005.
 ET0424.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0424.rate of 1.1 thru 2.0 mm/km.
 ET0424
 ET0424.The geoid height was determined by GEOID03.
 ET0424
 ET0424.The dynamic height is computed by dividing the NAVD 88
 ET0424.geopotential number by the normal gravity value computed on the
 ET0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0424.degrees latitude (g = 980.6199 gals.).
 ET0424
 ET0424.The modeled gravity was interpolated from observed gravity values.
 ET0424
 ET0424;                    North         East    Units  Estimated Accuracy
 ET0424;SPC AZ C     -   373,960.      121,740.      MT  (+/- 180 meters Scaled)
 ET0424
 ET0424                          SUPERSEDED SURVEY CONTROL
 ET0424
 ET0424  NGVD 29 (??/??/92) 1116.908  (m)         3664.39   (f) ADJ UNCH    2 0
 ET0424
 ET0424.Superseded values are not recommended for survey control.
 ET0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0424.See file dsdata.txt to determine how the superseded data were derived.
 ET0424
 ET0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD241046(NAD 83)
 ET0424_MARKER: R = RIVET
 ET0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0424_SP_SET: PIER
 ET0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0424
 ET0424  HISTORY     - Date     Condition        Report By
 ET0424  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0424  HISTORY     - 1933     GOOD             NGS
 ET0424  HISTORY     - 20080803 MARK NOT FOUND   GEOCAC
 ET0424
 ET0424                          STATION DESCRIPTION
 ET0424
 ET0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0424'3.8 MI S FROM UILLSIDE.
 ET0424'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 106, ON TOP OF CONCRETE PIER,
 ET0424'SECOND BENT FROM SOUTH END OF RAILROAD TRESTLE NO. C-106, EAST SIDE OF
 ET0424'TRACK.
 ET0424
 ET0424                          STATION RECOVERY (2008)
 ET0424
 ET0424'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0424'THE TERMINOLOGY IN THE DESCRIPTION IS UNFAMILIAR AND CONFUSING. NO
 ET0424'MARK FOUND IN THE FOOTINGS OF THE TRESTLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0110 ***********************************************************************
 DU0110  DESIGNATION -  RV 17
 DU0110  PID         -  DU0110
 DU0110  STATE/COUNTY-  AZ/GRAHAM
 DU0110  USGS QUAD   -  CALVA (1989)
 DU0110
 DU0110                         *CURRENT SURVEY CONTROL
 DU0110  ___________________________________________________________________
 DU0110* NAD 83(1986)-  33 10 44.     (N)    110 11 27.     (W)     SCALED    
 DU0110* NAVD 88     -       785.144  (meters)    2575.93   (feet)  ADJUSTED  
 DU0110  ___________________________________________________________________
 DU0110  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DU0110  DYNAMIC HT  -         784.079 (meters)    2572.43  (feet)  COMP
 DU0110  MODELED GRAV-     979,255.9   (mgal)                       NAVD 88
 DU0110
 DU0110  VERT ORDER  -  FIRST     CLASS II
 DU0110
 DU0110.The horizontal coordinates were scaled from a topographic map and have
 DU0110.an estimated accuracy of +/- 6 seconds.
 DU0110
 DU0110.The orthometric height was determined by differential leveling
 DU0110.and adjusted in June 1991.
 DU0110
 DU0110.The geoid height was determined by GEOID03.
 DU0110
 DU0110.The dynamic height is computed by dividing the NAVD 88
 DU0110.geopotential number by the normal gravity value computed on the
 DU0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0110.degrees latitude (g = 980.6199 gals.).
 DU0110
 DU0110.The modeled gravity was interpolated from observed gravity values.
 DU0110
 DU0110;                    North         East    Units  Estimated Accuracy
 DU0110;SPC AZ E     -   241,590.      211,110.      MT  (+/- 180 meters Scaled)
 DU0110
 DU0110                          SUPERSEDED SURVEY CONTROL
 DU0110
 DU0110  NGVD 29 (??/??/92)  784.567  (m)         2574.03   (f) ADJ UNCH    1 2
 DU0110
 DU0110.Superseded values are not recommended for survey control.
 DU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0110.See file dsdata.txt to determine how the superseded data were derived.
 DU0110
 DU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB754714(NAD 83)
 DU0110_MARKER: R = RIVET
 DU0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0110_SP_SET: CULVERT
 DU0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0110
 DU0110  HISTORY     - Date     Condition        Report By
 DU0110  HISTORY     - UNK      MONUMENTED       SPRR
 DU0110  HISTORY     - 1933     GOOD             NGS
 DU0110
 DU0110                          STATION DESCRIPTION
 DU0110
 DU0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0110'6.4 MI NW FROM BYLAS.
 DU0110'ON SOUTHERN PACIFIC RIGHT OF WAY, 12 FEET NORTH OF RAILROAD
 DU0110'CENTER-LINE, FIRST CULVERT EAST OF SECTION HOUSE AT CALVA, ON
 DU0110'HEAD-WALL OF CULVERT MARKED 1176.41.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0167 ***********************************************************************
 EU0167  DESIGNATION -  RV 17
 EU0167  PID         -  EU0167
 EU0167  STATE/COUNTY-  AZ/LA PAZ
 EU0167  USGS QUAD   -  PARKER SE (1970)
 EU0167
 EU0167                         *CURRENT SURVEY CONTROL
 EU0167  ___________________________________________________________________
 EU0167* NAD 83(1986)-  34 02 35.     (N)    114 15 24.     (W)     SCALED    
 EU0167* NAVD 88     -       176.20   (+/-2cm)     578.1    (feet)  VERTCON   
 EU0167  ___________________________________________________________________
 EU0167  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EU0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0167
 EU0167.The horizontal coordinates were scaled from a topographic map and have
 EU0167.an estimated accuracy of +/- 6 seconds.
 EU0167
 EU0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0167.The vertical order pertains to the NGVD 29 superseded value.
 EU0167
 EU0167.The geoid height was determined by GEOID03.
 EU0167
 EU0167;                    North         East    Units  Estimated Accuracy
 EU0167;SPC AZ W     -   337,560.      166,580.      MT  (+/- 180 meters Scaled)
 EU0167
 EU0167                          SUPERSEDED SURVEY CONTROL
 EU0167
 EU0167  NGVD 29 (??/??/??)  175.604  (m)          576.13   (f) ADJUSTED    2 0
 EU0167
 EU0167.Superseded values are not recommended for survey control.
 EU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0167.See file dsdata.txt to determine how the superseded data were derived.
 EU0167
 EU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT532703(NAD 83)
 EU0167_MARKER: R = RIVET
 EU0167_SETTING: 66 = SET IN ROCK OUTCROP
 EU0167_SP_SET: LAVA OUTCROP
 EU0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0167+STABILITY: POSITION/ELEVATION WELL
 EU0167
 EU0167  HISTORY     - Date     Condition        Report By
 EU0167  HISTORY     - UNK      MONUMENTED       ATSFRR
 EU0167  HISTORY     - 1935     GOOD             NGS
 EU0167
 EU0167                          STATION DESCRIPTION
 EU0167
 EU0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0167'1.5 MI S FROM DENNY.
 EU0167'ABOUT 1.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0167'RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 6 FEET
 EU0167'EAST OF MILEPOST 98, 31 FEET WEST OF THE CENTER LINE OF THE TRACK,
 EU0167'AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0425 ***********************************************************************
 ET0425  DESIGNATION -  RV 170
 ET0425  PID         -  ET0425
 ET0425  STATE/COUNTY-  AZ/YAVAPAI
 ET0425  USGS QUAD   -  HILLSIDE (1969)
 ET0425
 ET0425                         *CURRENT SURVEY CONTROL
 ET0425  ___________________________________________________________________
 ET0425* NAD 83(1986)-  34 22 38.     (N)    112 55 02.     (W)     SCALED    
 ET0425* NAVD 88     -      1133.768  (meters)    3719.70   (feet)  POSTED    
 ET0425  ___________________________________________________________________
 ET0425  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 ET0425  DYNAMIC HT  -        1132.320 (meters)    3714.95  (feet)  COMP
 ET0425  MODELED GRAV-     979,316.1   (mgal)                       NAVD 88
 ET0425
 ET0425  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0425
 ET0425.The horizontal coordinates were scaled from a topographic map and have
 ET0425.an estimated accuracy of +/- 6 seconds.
 ET0425
 ET0425.The orthometric height was determined by differential leveling
 ET0425.and adjusted in November 2005.
 ET0425.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0425.rate of 1.1 thru 2.0 mm/km.
 ET0425
 ET0425.The geoid height was determined by GEOID03.
 ET0425
 ET0425.The dynamic height is computed by dividing the NAVD 88
 ET0425.geopotential number by the normal gravity value computed on the
 ET0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0425.degrees latitude (g = 980.6199 gals.).
 ET0425
 ET0425.The modeled gravity was interpolated from observed gravity values.
 ET0425
 ET0425;                    North         East    Units  Estimated Accuracy
 ET0425;SPC AZ C     -   374,950.      121,340.      MT  (+/- 180 meters Scaled)
 ET0425
 ET0425                          SUPERSEDED SURVEY CONTROL
 ET0425
 ET0425  NGVD 29 (??/??/92) 1133.013  (m)         3717.23   (f) ADJ UNCH    2 0
 ET0425
 ET0425.Superseded values are not recommended for survey control.
 ET0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0425.See file dsdata.txt to determine how the superseded data were derived.
 ET0425
 ET0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD237056(NAD 83)
 ET0425_MARKER: R = RIVET
 ET0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0425_SP_SET: CULVERT
 ET0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0425+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0425
 ET0425  HISTORY     - Date     Condition        Report By
 ET0425  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0425  HISTORY     - 1933     GOOD             NGS
 ET0425  HISTORY     - 20080803 GOOD             GEOCAC
 ET0425
 ET0425                          STATION DESCRIPTION
 ET0425
 ET0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0425'3.3 MI S FROM HILLSIDE.
 ET0425'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 105, ON TOP OF EASTERLY
 ET0425'CONCRETE HEADWALL OF 48 INCH CONCRETE PIPE RAILROAD CULVERT NO. D-105.
 ET0425
 ET0425                          STATION RECOVERY (2008)
 ET0425
 ET0425'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0425'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0425'22.651' W112 55.037'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0427 ***********************************************************************
 ET0427  DESIGNATION -  RV 171
 ET0427  PID         -  ET0427
 ET0427  STATE/COUNTY-  AZ/YAVAPAI
 ET0427  USGS QUAD   -  HILLSIDE (1969)
 ET0427
 ET0427                         *CURRENT SURVEY CONTROL
 ET0427  ___________________________________________________________________
 ET0427* NAD 83(1986)-  34 23 28.     (N)    112 55 41.     (W)     SCALED    
 ET0427* NAVD 88     -      1148.060  (meters)    3766.59   (feet)  POSTED    
 ET0427  ___________________________________________________________________
 ET0427  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 ET0427  DYNAMIC HT  -        1146.590 (meters)    3761.77  (feet)  COMP
 ET0427  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 ET0427
 ET0427  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0427
 ET0427.The horizontal coordinates were scaled from a topographic map and have
 ET0427.an estimated accuracy of +/- 6 seconds.
 ET0427
 ET0427.The orthometric height was determined by differential leveling
 ET0427.and adjusted in November 2005.
 ET0427
 ET0427.The geoid height was determined by GEOID03.
 ET0427
 ET0427.The dynamic height is computed by dividing the NAVD 88
 ET0427.geopotential number by the normal gravity value computed on the
 ET0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0427.degrees latitude (g = 980.6199 gals.).
 ET0427
 ET0427.The modeled gravity was interpolated from observed gravity values.
 ET0427
 ET0427;                    North         East    Units  Estimated Accuracy
 ET0427;SPC AZ C     -   376,500.      120,360.      MT  (+/- 180 meters Scaled)
 ET0427
 ET0427                          SUPERSEDED SURVEY CONTROL
 ET0427
 ET0427  NGVD 29 (??/??/92) 1147.304  (m)         3764.11   (f) ADJ UNCH    2 0
 ET0427
 ET0427.Superseded values are not recommended for survey control.
 ET0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0427.See file dsdata.txt to determine how the superseded data were derived.
 ET0427
 ET0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD227072(NAD 83)
 ET0427_MARKER: R = RIVET
 ET0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0427_SP_SET: CULVERT
 ET0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0427+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0427
 ET0427  HISTORY     - Date     Condition        Report By
 ET0427  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0427  HISTORY     - 1933     GOOD             NGS
 ET0427  HISTORY     - 20080803 GOOD             GEOCAC
 ET0427
 ET0427                          STATION DESCRIPTION
 ET0427
 ET0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0427'2.1 MI S FROM HILLSIDE.
 ET0427'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 104, ON TOP OF EASTERLY
 ET0427'CONCRETE HEADWALL OF 42 INCH CONCRETE PIPE RAILROAD CULVERT NO. E-104.
 ET0427
 ET0427                          STATION RECOVERY (2008)
 ET0427
 ET0427'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0427'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0427'23.504' W112 55.713'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0428 ***********************************************************************
 ET0428  DESIGNATION -  RV 172
 ET0428  PID         -  ET0428
 ET0428  STATE/COUNTY-  AZ/YAVAPAI
 ET0428  USGS QUAD   -  HILLSIDE (1969)
 ET0428
 ET0428                         *CURRENT SURVEY CONTROL
 ET0428  ___________________________________________________________________
 ET0428* NAD 83(1986)-  34 24 07.     (N)    112 55 40.     (W)     SCALED    
 ET0428* NAVD 88     -      1153.879  (meters)    3785.68   (feet)  POSTED    
 ET0428  ___________________________________________________________________
 ET0428  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 ET0428  DYNAMIC HT  -        1152.410 (meters)    3780.87  (feet)  COMP
 ET0428  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 ET0428
 ET0428  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0428
 ET0428.The horizontal coordinates were scaled from a topographic map and have
 ET0428.an estimated accuracy of +/- 6 seconds.
 ET0428
 ET0428.The orthometric height was determined by differential leveling
 ET0428.and adjusted in November 2005.
 ET0428.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0428.rate of 1.1 thru 2.0 mm/km.
 ET0428
 ET0428.The geoid height was determined by GEOID03.
 ET0428
 ET0428.The dynamic height is computed by dividing the NAVD 88
 ET0428.geopotential number by the normal gravity value computed on the
 ET0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0428.degrees latitude (g = 980.6199 gals.).
 ET0428
 ET0428.The modeled gravity was interpolated from observed gravity values.
 ET0428
 ET0428;                    North         East    Units  Estimated Accuracy
 ET0428;SPC AZ C     -   377,700.      120,400.      MT  (+/- 180 meters Scaled)
 ET0428
 ET0428                          SUPERSEDED SURVEY CONTROL
 ET0428
 ET0428  NGVD 29 (??/??/92) 1153.119  (m)         3783.19   (f) ADJ UNCH    2 0
 ET0428
 ET0428.Superseded values are not recommended for survey control.
 ET0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0428.See file dsdata.txt to determine how the superseded data were derived.
 ET0428
 ET0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD228084(NAD 83)
 ET0428_MARKER: R = RIVET
 ET0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0428_SP_SET: CULVERT
 ET0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0428+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0428
 ET0428  HISTORY     - Date     Condition        Report By
 ET0428  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0428  HISTORY     - 1933     GOOD             NGS
 ET0428  HISTORY     - 20080803 GOOD             GEOCAC
 ET0428
 ET0428                          STATION DESCRIPTION
 ET0428
 ET0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0428'1.4 MI S FROM HILLSIDE.
 ET0428'ON A.T. AND S.F. RIGHT OF WAY, IN MILE 104, ON TOP OF WESTERLY
 ET0428'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. A-104.
 ET0428
 ET0428                          STATION RECOVERY (2008)
 ET0428
 ET0428'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0428'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0428'24.000' W112 55.732'.
 ET0428' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0327 ***********************************************************************
 ET0327  DESIGNATION -  RV 173
 ET0327  PID         -  ET0327
 ET0327  STATE/COUNTY-  AZ/YAVAPAI
 ET0327  USGS QUAD   -  HILLSIDE (1969)
 ET0327
 ET0327                         *CURRENT SURVEY CONTROL
 ET0327  ___________________________________________________________________
 ET0327* NAD 83(1986)-  34 24 40.     (N)    112 54 06.     (W)     SCALED    
 ET0327* NAVD 88     -      1196.674  (meters)    3926.09   (feet)  POSTED    
 ET0327  ___________________________________________________________________
 ET0327  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 ET0327  DYNAMIC HT  -        1195.140 (meters)    3921.06  (feet)  COMP
 ET0327  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 ET0327
 ET0327  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0327
 ET0327.The horizontal coordinates were scaled from a topographic map and have
 ET0327.an estimated accuracy of +/- 6 seconds.
 ET0327
 ET0327.The orthometric height was determined by differential leveling
 ET0327.and adjusted in November 2005.
 ET0327.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0327.rate of 1.1 thru 2.0 mm/km.
 ET0327.WARNING-Repeat measurements at this control monument indicate possible
 ET0327.vertical movement.
 ET0327
 ET0327.The geoid height was determined by GEOID03.
 ET0327
 ET0327.The dynamic height is computed by dividing the NAVD 88
 ET0327.geopotential number by the normal gravity value computed on the
 ET0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0327.degrees latitude (g = 980.6199 gals.).
 ET0327
 ET0327.The modeled gravity was interpolated from observed gravity values.
 ET0327
 ET0327;                    North         East    Units  Estimated Accuracy
 ET0327;SPC AZ C     -   378,690.      122,810.      MT  (+/- 180 meters Scaled)
 ET0327
 ET0327                          SUPERSEDED SURVEY CONTROL
 ET0327
 ET0327  NGVD 29 (??/??/92) 1195.902  (m)         3923.56   (f) ADJ UNCH    1 2
 ET0327
 ET0327.Superseded values are not recommended for survey control.
 ET0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0327.See file dsdata.txt to determine how the superseded data were derived.
 ET0327
 ET0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD252093(NAD 83)
 ET0327_MARKER: R = RIVET
 ET0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0327_SP_SET: CULVERT
 ET0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0327
 ET0327  HISTORY     - Date     Condition        Report By
 ET0327  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0327  HISTORY     - 1950     GOOD             NGS
 ET0327
 ET0327                          STATION DESCRIPTION
 ET0327
 ET0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0327'1.0 MI E FROM HILLSIDE.
 ET0327'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 ET0327'STATION AT HILLSIDE, 7 3/4 POLES SOUTHEAST OF MILEPOLE 101, AT A
 ET0327'DOUBLE 48-INCH CONCRETE PIPE CULVERT NO. B 101, IN THE TOP OF THE
 ET0327'APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 6.9 FEET
 ET0327'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP
 ET0327'OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0329 ***********************************************************************
 ET0329  DESIGNATION -  RV 174
 ET0329  PID         -  ET0329
 ET0329  STATE/COUNTY-  AZ/YAVAPAI
 ET0329  USGS QUAD   -  HILLSIDE (1969)
 ET0329
 ET0329                         *CURRENT SURVEY CONTROL
 ET0329  ___________________________________________________________________
 ET0329* NAD 83(1986)-  34 24 58.     (N)    112 53 03.     (W)     SCALED    
 ET0329* NAVD 88     -      1223.002  (meters)    4012.47   (feet)  POSTED    
 ET0329  ___________________________________________________________________
 ET0329  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 ET0329  DYNAMIC HT  -        1221.440 (meters)    4007.34  (feet)  COMP
 ET0329  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 ET0329
 ET0329  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0329
 ET0329.The horizontal coordinates were scaled from a topographic map and have
 ET0329.an estimated accuracy of +/- 6 seconds.
 ET0329
 ET0329.The orthometric height was determined by differential leveling
 ET0329.and adjusted in November 2005.
 ET0329.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0329.rate of 1.1 thru 2.0 mm/km.
 ET0329
 ET0329.The geoid height was determined by GEOID03.
 ET0329
 ET0329.The dynamic height is computed by dividing the NAVD 88
 ET0329.geopotential number by the normal gravity value computed on the
 ET0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0329.degrees latitude (g = 980.6199 gals.).
 ET0329
 ET0329.The modeled gravity was interpolated from observed gravity values.
 ET0329
 ET0329;                    North         East    Units  Estimated Accuracy
 ET0329;SPC AZ C     -   379,230.      124,420.      MT  (+/- 180 meters Scaled)
 ET0329
 ET0329                          SUPERSEDED SURVEY CONTROL
 ET0329
 ET0329  NGVD 29 (??/??/92) 1222.230  (m)         4009.93   (f) ADJ UNCH    1 2
 ET0329
 ET0329.Superseded values are not recommended for survey control.
 ET0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0329.See file dsdata.txt to determine how the superseded data were derived.
 ET0329
 ET0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD268099(NAD 83)
 ET0329_MARKER: R = RIVET
 ET0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0329_SP_SET: CULVERT
 ET0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0329
 ET0329  HISTORY     - Date     Condition        Report By
 ET0329  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0329  HISTORY     - 1950     GOOD             NGS
 ET0329
 ET0329                          STATION DESCRIPTION
 ET0329
 ET0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0329'2.3 MI E FROM HILLSIDE.
 ET0329'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILWAY FROM
 ET0329'THE STATION AT HILLSIDE, 53 1/4 RAILS WEST OF MILEPOLE 99, AT A 60-BY
 ET0329'36-INCH CONCRETE ARCH CULVERT NO. B 100, IN THE TOP OF THE APPROXIMATE
 ET0329'CENTER OF THE NORTH CONCRETE HEAD WALL, 16.7 FEET NORTH OF THE NORTH
 ET0329'RAIL, AND ABOUT 7 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0334 ***********************************************************************
 ET0334  DESIGNATION -  RV 175
 ET0334  PID         -  ET0334
 ET0334  STATE/COUNTY-  AZ/YAVAPAI
 ET0334  USGS QUAD   -  BISMARCK MESA (1969)
 ET0334
 ET0334                         *CURRENT SURVEY CONTROL
 ET0334  ___________________________________________________________________
 ET0334* NAD 83(1986)-  34 24 56.     (N)    112 50 45.     (W)     SCALED    
 ET0334* NAVD 88     -      1270.218  (meters)    4167.37   (feet)  POSTED    
 ET0334  ___________________________________________________________________
 ET0334  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 ET0334  DYNAMIC HT  -        1268.580 (meters)    4162.00  (feet)  COMP
 ET0334  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 ET0334
 ET0334  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0334
 ET0334.The horizontal coordinates were scaled from a topographic map and have
 ET0334.an estimated accuracy of +/- 6 seconds.
 ET0334
 ET0334.The orthometric height was determined by differential leveling
 ET0334.and adjusted in November 2005.
 ET0334.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0334.rate of 0.0 thru 1.0 mm/km.
 ET0334
 ET0334.The geoid height was determined by GEOID03.
 ET0334
 ET0334.The dynamic height is computed by dividing the NAVD 88
 ET0334.geopotential number by the normal gravity value computed on the
 ET0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0334.degrees latitude (g = 980.6199 gals.).
 ET0334
 ET0334.The modeled gravity was interpolated from observed gravity values.
 ET0334
 ET0334;                    North         East    Units  Estimated Accuracy
 ET0334;SPC AZ C     -   379,140.      127,950.      MT  (+/- 180 meters Scaled)
 ET0334
 ET0334                          SUPERSEDED SURVEY CONTROL
 ET0334
 ET0334  NGVD 29 (??/??/92) 1269.440  (m)         4164.82   (f) ADJ UNCH    1 2
 ET0334
 ET0334.Superseded values are not recommended for survey control.
 ET0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0334.See file dsdata.txt to determine how the superseded data were derived.
 ET0334
 ET0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD303097(NAD 83)
 ET0334_MARKER: R = RIVET
 ET0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0334_SP_SET: CULVERT
 ET0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0334
 ET0334  HISTORY     - Date     Condition        Report By
 ET0334  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0334  HISTORY     - 1950     GOOD             NGS
 ET0334
 ET0334                          STATION DESCRIPTION
 ET0334
 ET0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0334'4.9 MI E FROM HILLSIDE.
 ET0334'4.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0334'THE STATIOIN AT HILLSIDE, 7 POLES EAST OF MILEPOLE 97, AT A 48-INCH
 ET0334'CONCRETE PIPE CULVERT NO. B 97, IN THE TOP OF THE APPROXIMATE CENTER
 ET0334'OF THE SOUTH CONCRETE HEAD WALL, 10.8 FEET SOUTH OF THE SOUTH RAIL,
 ET0334'AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0336 ***********************************************************************
 ET0336  DESIGNATION -  RV 176
 ET0336  PID         -  ET0336
 ET0336  STATE/COUNTY-  AZ/YAVAPAI
 ET0336  USGS QUAD   -  BISMARCK MESA (1969)
 ET0336
 ET0336                         *CURRENT SURVEY CONTROL
 ET0336  ___________________________________________________________________
 ET0336* NAD 83(1986)-  34 25 07.     (N)    112 49 44.     (W)     SCALED    
 ET0336* NAVD 88     -      1284.706  (meters)    4214.91   (feet)  POSTED    
 ET0336  ___________________________________________________________________
 ET0336  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 ET0336  DYNAMIC HT  -        1283.050 (meters)    4209.47  (feet)  COMP
 ET0336  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 ET0336
 ET0336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0336
 ET0336.The horizontal coordinates were scaled from a topographic map and have
 ET0336.an estimated accuracy of +/- 6 seconds.
 ET0336
 ET0336.The orthometric height was determined by differential leveling
 ET0336.and adjusted in November 2005.
 ET0336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0336.rate of 0.0 thru 1.0 mm/km.
 ET0336
 ET0336.The geoid height was determined by GEOID03.
 ET0336
 ET0336.The dynamic height is computed by dividing the NAVD 88
 ET0336.geopotential number by the normal gravity value computed on the
 ET0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0336.degrees latitude (g = 980.6199 gals.).
 ET0336
 ET0336.The modeled gravity was interpolated from observed gravity values.
 ET0336
 ET0336;                    North         East    Units  Estimated Accuracy
 ET0336;SPC AZ C     -   379,460.      129,510.      MT  (+/- 180 meters Scaled)
 ET0336
 ET0336                          SUPERSEDED SURVEY CONTROL
 ET0336
 ET0336  NGVD 29 (??/??/92) 1283.927  (m)         4212.35   (f) ADJ UNCH    1 2
 ET0336
 ET0336.Superseded values are not recommended for survey control.
 ET0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0336.See file dsdata.txt to determine how the superseded data were derived.
 ET0336
 ET0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD319100(NAD 83)
 ET0336_MARKER: R = RIVET
 ET0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0336_SP_SET: CULVERT
 ET0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0336
 ET0336  HISTORY     - Date     Condition        Report By
 ET0336  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0336  HISTORY     - 1950     GOOD             NGS
 ET0336
 ET0336                          STATION DESCRIPTION
 ET0336
 ET0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0336'5.7 MI E FROM HILLSIDE.
 ET0336'5.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0336'THE STATION AT HILLSIDE, 27 1/4 RAILS NORTHEAST OF MILEPOLE 96, AT
 ET0336'GRAND VIEW SIDING, AT A 36-INCH CONCRETE PIPE CULVERT NO. B 96, IN THE
 ET0336'TOP OF THE APPROXIMATE CENTER OF THE NORTHWEST CONCRETE HEAD WALL,
 ET0336'13.2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN
 ET0336'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0340 ***********************************************************************
 ET0340  DESIGNATION -  RV 177
 ET0340  PID         -  ET0340
 ET0340  STATE/COUNTY-  AZ/YAVAPAI
 ET0340  USGS QUAD   -  BISMARCK MESA (1969)
 ET0340
 ET0340                         *CURRENT SURVEY CONTROL
 ET0340  ___________________________________________________________________
 ET0340* NAD 83(1986)-  34 25 11.     (N)    112 48 06.     (W)     SCALED    
 ET0340* NAVD 88     -      1229.921  (meters)    4035.17   (feet)  POSTED    
 ET0340  ___________________________________________________________________
 ET0340  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 ET0340  DYNAMIC HT  -        1228.330 (meters)    4029.95  (feet)  COMP
 ET0340  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 ET0340
 ET0340  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0340
 ET0340.The horizontal coordinates were scaled from a topographic map and have
 ET0340.an estimated accuracy of +/- 6 seconds.
 ET0340
 ET0340.The orthometric height was determined by differential leveling
 ET0340.and adjusted in November 2005.
 ET0340.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0340.rate of 0.0 thru 1.0 mm/km.
 ET0340
 ET0340.The geoid height was determined by GEOID03.
 ET0340
 ET0340.The dynamic height is computed by dividing the NAVD 88
 ET0340.geopotential number by the normal gravity value computed on the
 ET0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0340.degrees latitude (g = 980.6199 gals.).
 ET0340
 ET0340.The modeled gravity was interpolated from observed gravity values.
 ET0340
 ET0340;                    North         East    Units  Estimated Accuracy
 ET0340;SPC AZ C     -   379,560.      132,010.      MT  (+/- 180 meters Scaled)
 ET0340
 ET0340                          SUPERSEDED SURVEY CONTROL
 ET0340
 ET0340  NGVD 29 (??/??/92) 1229.144  (m)         4032.62   (f) ADJ UNCH    1 2
 ET0340
 ET0340.Superseded values are not recommended for survey control.
 ET0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0340.See file dsdata.txt to determine how the superseded data were derived.
 ET0340
 ET0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD344101(NAD 83)
 ET0340_MARKER: R = RIVET
 ET0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0340_SP_SET: RETAINING WALL
 ET0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0340
 ET0340  HISTORY     - Date     Condition        Report By
 ET0340  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0340  HISTORY     - 1950     GOOD             NGS
 ET0340
 ET0340                          STATION DESCRIPTION
 ET0340
 ET0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0340'6.0 MI W FROM KIRKLAND.
 ET0340'6.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0340'THE STATION AT KIRKLAND, 6 1/4 RAILS EAST OF MILEPOLE 92 1/2, AT STEEL
 ET0340'GIRDER BRIDGE B 93, IN THE TOP OF THE EAST CONCRETE RETAINING WALL,
 ET0340'29.4 FEET NORTH OF THE SOUTH END, 5.7 FEET SOUTH OF THE SOUTH END OF
 ET0340'THE EAST CONCRETE ABUTMENT, 11.3 FEET SOUTH OF THE SOUTH RAIL, AND
 ET0340'ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0344 ***********************************************************************
 ET0344  DESIGNATION -  RV 178
 ET0344  PID         -  ET0344
 ET0344  STATE/COUNTY-  AZ/YAVAPAI
 ET0344  USGS QUAD   -  BISMARCK MESA (1969)
 ET0344
 ET0344                         *CURRENT SURVEY CONTROL
 ET0344  ___________________________________________________________________
 ET0344* NAD 83(1986)-  34 24 35.     (N)    112 45 11.     (W)     SCALED    
 ET0344* NAVD 88     -      1175.757  (meters)    3857.46   (feet)  POSTED    
 ET0344  ___________________________________________________________________
 ET0344  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 ET0344  DYNAMIC HT  -        1174.220 (meters)    3852.42  (feet)  COMP
 ET0344  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 ET0344
 ET0344  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0344
 ET0344.The horizontal coordinates were scaled from a topographic map and have
 ET0344.an estimated accuracy of +/- 6 seconds.
 ET0344
 ET0344.The orthometric height was determined by differential leveling
 ET0344.and adjusted in November 2005.
 ET0344.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0344.rate of 2.1 thru 3.0 mm/km.
 ET0344
 ET0344.The geoid height was determined by GEOID03.
 ET0344
 ET0344.The dynamic height is computed by dividing the NAVD 88
 ET0344.geopotential number by the normal gravity value computed on the
 ET0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0344.degrees latitude (g = 980.6199 gals.).
 ET0344
 ET0344.The modeled gravity was interpolated from observed gravity values.
 ET0344
 ET0344;                    North         East    Units  Estimated Accuracy
 ET0344;SPC AZ C     -   378,420.      136,470.      MT  (+/- 180 meters Scaled)
 ET0344
 ET0344                          SUPERSEDED SURVEY CONTROL
 ET0344
 ET0344  NGVD 29 (??/??/92) 1174.978  (m)         3854.91   (f) ADJ UNCH    1 2
 ET0344
 ET0344.Superseded values are not recommended for survey control.
 ET0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0344.See file dsdata.txt to determine how the superseded data were derived.
 ET0344
 ET0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD388089(NAD 83)
 ET0344_MARKER: R = RIVET
 ET0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0344_SP_SET: CULVERT
 ET0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0344
 ET0344  HISTORY     - Date     Condition        Report By
 ET0344  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0344  HISTORY     - 1950     GOOD             NGS
 ET0344  HISTORY     - 1969     MARK NOT FOUND   USGS
 ET0344
 ET0344                          STATION DESCRIPTION
 ET0344
 ET0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0344'2.9 MI W FROM KIRKLAND.
 ET0344'2.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0344'THE STATION AT KIRKLAND, 8 1/2 RAILS WEST OF MILEPOLE 89 1/2, AT A 3-
 ET0344'BY 5-FOOT CONCRETE ARCH CULVERT NO. C 90, IN THE TOP OF THE WEST END
 ET0344'OF THE SOUTH CONCRETE HEAD WALL, 15.1 FEET SOUTH OF THE SOUTH RAIL,
 ET0344'AND ABOUT 5 FEET LOWER THAN THE TRACK.
 ET0344
 ET0344                          STATION RECOVERY (1969)
 ET0344
 ET0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0346 ***********************************************************************
 ET0346  DESIGNATION -  RV 179
 ET0346  PID         -  ET0346
 ET0346  STATE/COUNTY-  AZ/YAVAPAI
 ET0346  USGS QUAD   -  KIRKLAND (1969)
 ET0346
 ET0346                         *CURRENT SURVEY CONTROL
 ET0346  ___________________________________________________________________
 ET0346* NAD 83(1986)-  34 24 31.     (N)    112 44 17.     (W)     SCALED    
 ET0346* NAVD 88     -      1177.778  (meters)    3864.09   (feet)  POSTED    
 ET0346  ___________________________________________________________________
 ET0346  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 ET0346  DYNAMIC HT  -        1176.240 (meters)    3859.05  (feet)  COMP
 ET0346  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 ET0346
 ET0346  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0346
 ET0346.The horizontal coordinates were scaled from a topographic map and have
 ET0346.an estimated accuracy of +/- 6 seconds.
 ET0346
 ET0346.The orthometric height was determined by differential leveling
 ET0346.and adjusted in November 2005.
 ET0346.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0346.rate of 3.1 thru 4.0 mm/km.
 ET0346
 ET0346.The geoid height was determined by GEOID03.
 ET0346
 ET0346.The dynamic height is computed by dividing the NAVD 88
 ET0346.geopotential number by the normal gravity value computed on the
 ET0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0346.degrees latitude (g = 980.6199 gals.).
 ET0346
 ET0346.The modeled gravity was interpolated from observed gravity values.
 ET0346
 ET0346;                    North         East    Units  Estimated Accuracy
 ET0346;SPC AZ C     -   378,280.      137,850.      MT  (+/- 180 meters Scaled)
 ET0346
 ET0346                          SUPERSEDED SURVEY CONTROL
 ET0346
 ET0346  NGVD 29 (??/??/92) 1177.000  (m)         3861.54   (f) ADJ UNCH    1 2
 ET0346
 ET0346.Superseded values are not recommended for survey control.
 ET0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0346.See file dsdata.txt to determine how the superseded data were derived.
 ET0346
 ET0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD402088(NAD 83)
 ET0346_MARKER: R = RIVET
 ET0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0346_SP_SET: CULVERT
 ET0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0346
 ET0346  HISTORY     - Date     Condition        Report By
 ET0346  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0346  HISTORY     - 1950     GOOD             NGS
 ET0346
 ET0346                          STATION DESCRIPTION
 ET0346
 ET0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0346'2.0 MI W FROM KIRKLAND.
 ET0346'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0346'THE STATION AT KIRKLAND, 51 RAILS EAST OF A RAILROAD WATER TANK, 46
 ET0346'1/4 RAILS EAST OF MILEPOLE 89, AT A 24-INCH CONCRETE PIPE CULVERT NO.
 ET0346'FA 89, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTH CONCRETE HEAD
 ET0346'WALL, 17.8 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN
 ET0346'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0111 ***********************************************************************
 DU0111  DESIGNATION -  RV 18
 DU0111  PID         -  DU0111
 DU0111  STATE/COUNTY-  AZ/GRAHAM
 DU0111  USGS QUAD   -  CALVA (1989)
 DU0111
 DU0111                         *CURRENT SURVEY CONTROL
 DU0111  ___________________________________________________________________
 DU0111* NAD 83(1986)-  33 10 45.     (N)    110 12 02.     (W)     SCALED    
 DU0111* NAVD 88     -       783.325  (meters)    2569.96   (feet)  ADJUSTED  
 DU0111  ___________________________________________________________________
 DU0111  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DU0111  DYNAMIC HT  -         782.267 (meters)    2566.49  (feet)  COMP
 DU0111  MODELED GRAV-     979,262.1   (mgal)                       NAVD 88
 DU0111
 DU0111  VERT ORDER  -  FIRST     CLASS II
 DU0111
 DU0111.The horizontal coordinates were scaled from a topographic map and have
 DU0111.an estimated accuracy of +/- 6 seconds.
 DU0111
 DU0111.The orthometric height was determined by differential leveling
 DU0111.and adjusted in June 1991.
 DU0111
 DU0111.The geoid height was determined by GEOID03.
 DU0111
 DU0111.The dynamic height is computed by dividing the NAVD 88
 DU0111.geopotential number by the normal gravity value computed on the
 DU0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0111.degrees latitude (g = 980.6199 gals.).
 DU0111
 DU0111.The modeled gravity was interpolated from observed gravity values.
 DU0111
 DU0111;                    North         East    Units  Estimated Accuracy
 DU0111;SPC AZ E     -   241,620.      210,200.      MT  (+/- 180 meters Scaled)
 DU0111
 DU0111                          SUPERSEDED SURVEY CONTROL
 DU0111
 DU0111  NGVD 29 (??/??/92)  782.752  (m)         2568.08   (f) ADJ UNCH    1 2
 DU0111
 DU0111.Superseded values are not recommended for survey control.
 DU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0111.See file dsdata.txt to determine how the superseded data were derived.
 DU0111
 DU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB745714(NAD 83)
 DU0111_MARKER: R = RIVET
 DU0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0111_SP_SET: CULVERT
 DU0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0111
 DU0111  HISTORY     - Date     Condition        Report By
 DU0111  HISTORY     - UNK      MONUMENTED       SPRR
 DU0111  HISTORY     - 1933     GOOD             NGS
 DU0111
 DU0111                          STATION DESCRIPTION
 DU0111
 DU0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0111'7.0 MI NW FROM BYLAS.
 DU0111'ON SOUTHERN PACIFIC RIGHT OF WAY, 350 FEET WEST OF MILEPOST 1177, 75
 DU0111'FEET EAST OF WESTERLY SWITCH AT CALVA, 27 FEET NORTH OF RAILROAD
 DU0111'CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED 1177.07.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0169 ***********************************************************************
 EU0169  DESIGNATION -  RV 18
 EU0169  PID         -  EU0169
 EU0169  STATE/COUNTY-  AZ/LA PAZ
 EU0169  USGS QUAD   -  BLACK PEAK (1990)
 EU0169
 EU0169                         *CURRENT SURVEY CONTROL
 EU0169  ___________________________________________________________________
 EU0169* NAD 83(1986)-  34 00 59.     (N)    114 14 45.     (W)     SCALED    
 EU0169* NAVD 88     -       191.49   (+/-2cm)     628.2    (feet)  VERTCON   
 EU0169  ___________________________________________________________________
 EU0169  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EU0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0169
 EU0169.The horizontal coordinates were scaled from a topographic map and have
 EU0169.an estimated accuracy of +/- 6 seconds.
 EU0169
 EU0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0169.The vertical order pertains to the NGVD 29 superseded value.
 EU0169
 EU0169.The geoid height was determined by GEOID03.
 EU0169
 EU0169;                    North         East    Units  Estimated Accuracy
 EU0169;SPC AZ W     -   334,590.      167,560.      MT  (+/- 180 meters Scaled)
 EU0169
 EU0169                          SUPERSEDED SURVEY CONTROL
 EU0169
 EU0169  NGVD 29 (??/??/??)  190.890  (m)          626.28   (f) ADJUSTED    2 0
 EU0169
 EU0169.Superseded values are not recommended for survey control.
 EU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0169.See file dsdata.txt to determine how the superseded data were derived.
 EU0169
 EU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT543673(NAD 83)
 EU0169_MARKER: R = RIVET
 EU0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0169_SP_SET: CULVERT
 EU0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0169
 EU0169  HISTORY     - Date     Condition        Report By
 EU0169  HISTORY     - UNK      MONUMENTED       ATSFRR
 EU0169  HISTORY     - 1935     GOOD             NGS
 EU0169
 EU0169                          STATION DESCRIPTION
 EU0169
 EU0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0169'3.6 MI SE FROM DENNY.
 EU0169'ABOUT 3.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0169'FE RAILWAY FROM THE STATION AT DENNY, YUMA COUNTY, ABOUT 160
 EU0169'YARDS (14 1/2 RAILS) SOUTHEAST OF MILEPOST 96, AT A 24-INCH
 EU0169'CONCRETE-PIPE CULVERT, AND IN THE TOP OF THE NORTH HEAD WALL.  A
 EU0169'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0348 ***********************************************************************
 ET0348  DESIGNATION -  RV 180
 ET0348  PID         -  ET0348
 ET0348  STATE/COUNTY-  AZ/YAVAPAI
 ET0348  USGS QUAD   -  KIRKLAND (1969)
 ET0348
 ET0348                         *CURRENT SURVEY CONTROL
 ET0348  ___________________________________________________________________
 ET0348* NAD 83(1986)-  34 24 35.     (N)    112 43 33.     (W)     SCALED    
 ET0348* NAVD 88     -      1190.804  (meters)    3906.83   (feet)  POSTED    
 ET0348  ___________________________________________________________________
 ET0348  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 ET0348  DYNAMIC HT  -        1189.250 (meters)    3901.73  (feet)  COMP
 ET0348  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 ET0348
 ET0348  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0348
 ET0348.The horizontal coordinates were scaled from a topographic map and have
 ET0348.an estimated accuracy of +/- 6 seconds.
 ET0348
 ET0348.The orthometric height was determined by differential leveling
 ET0348.and adjusted in November 2005.
 ET0348.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0348.rate of 1.1 thru 2.0 mm/km.
 ET0348
 ET0348.The geoid height was determined by GEOID03.
 ET0348
 ET0348.The dynamic height is computed by dividing the NAVD 88
 ET0348.geopotential number by the normal gravity value computed on the
 ET0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0348.degrees latitude (g = 980.6199 gals.).
 ET0348
 ET0348.The modeled gravity was interpolated from observed gravity values.
 ET0348
 ET0348;                    North         East    Units  Estimated Accuracy
 ET0348;SPC AZ C     -   378,400.      138,970.      MT  (+/- 180 meters Scaled)
 ET0348
 ET0348                          SUPERSEDED SURVEY CONTROL
 ET0348
 ET0348  NGVD 29 (??/??/92) 1190.029  (m)         3904.29   (f) ADJ UNCH    1 2
 ET0348
 ET0348.Superseded values are not recommended for survey control.
 ET0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0348.See file dsdata.txt to determine how the superseded data were derived.
 ET0348
 ET0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD413089(NAD 83)
 ET0348_MARKER: R = RIVET
 ET0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0348_SP_SET: CULVERT
 ET0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0348
 ET0348  HISTORY     - Date     Condition        Report By
 ET0348  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0348  HISTORY     - 1950     GOOD             NGS
 ET0348
 ET0348                          STATION DESCRIPTION
 ET0348
 ET0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0348'1.3 MI W FROM KIRKLAND.
 ET0348'1.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0348'THE STATION AT KIRKLAND, 4 1/4 RAILS EAST OF MILEPOLE 88, AT A 24-INCH
 ET0348'CONCRETE PIPE CULVERT NO. C 88, IN THE TOP OF THE APPROXIMATE CENTER
 ET0348'OF THE NORTH CONCRETE HEAD WALL, 7.4 FEET NORTHWEST OF THE NORTHWEST
 ET0348'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0353 ***********************************************************************
 ET0353  DESIGNATION -  RV 181
 ET0353  PID         -  ET0353
 ET0353  STATE/COUNTY-  AZ/YAVAPAI
 ET0353  USGS QUAD   -  KIRKLAND (1969)
 ET0353
 ET0353                         *CURRENT SURVEY CONTROL
 ET0353  ___________________________________________________________________
 ET0353* NAD 83(1986)-  34 25 42.     (N)    112 41 49.     (W)     SCALED    
 ET0353* NAVD 88     -      1214.129  (meters)    3983.35   (feet)  POSTED    
 ET0353  ___________________________________________________________________
 ET0353  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 ET0353  DYNAMIC HT  -        1212.540 (meters)    3978.14  (feet)  COMP
 ET0353  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 ET0353
 ET0353  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0353
 ET0353.The horizontal coordinates were scaled from a topographic map and have
 ET0353.an estimated accuracy of +/- 6 seconds.
 ET0353
 ET0353.The orthometric height was determined by differential leveling
 ET0353.and adjusted in November 2005.
 ET0353.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0353.rate of 1.1 thru 2.0 mm/km.
 ET0353
 ET0353.The geoid height was determined by GEOID03.
 ET0353
 ET0353.The dynamic height is computed by dividing the NAVD 88
 ET0353.geopotential number by the normal gravity value computed on the
 ET0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0353.degrees latitude (g = 980.6199 gals.).
 ET0353
 ET0353.The modeled gravity was interpolated from observed gravity values.
 ET0353
 ET0353;                    North         East    Units  Estimated Accuracy
 ET0353;SPC AZ C     -   380,440.      141,640.      MT  (+/- 180 meters Scaled)
 ET0353
 ET0353                          SUPERSEDED SURVEY CONTROL
 ET0353
 ET0353  NGVD 29 (??/??/92) 1213.347  (m)         3980.79   (f) ADJ UNCH    1 2
 ET0353
 ET0353.Superseded values are not recommended for survey control.
 ET0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0353.See file dsdata.txt to determine how the superseded data were derived.
 ET0353
 ET0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD440109(NAD 83)
 ET0353_MARKER: R = RIVET
 ET0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0353_SP_SET: CULVERT
 ET0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0353
 ET0353  HISTORY     - Date     Condition        Report By
 ET0353  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0353  HISTORY     - 1950     GOOD             NGS
 ET0353
 ET0353                          STATION DESCRIPTION
 ET0353
 ET0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0353'1.2 MI NE FROM KIRKLAND.
 ET0353'1.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0353'FROM THE STATION AT KIRKLAND, AT A 28-INCH CONCRETE PIPE CULVERT NO. D
 ET0353'86, IN THE TOP OF THE APPROXIMATE CENTER OF THE WEST CONCRETE HEAD
 ET0353'WALL, 11.9 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 ET0353'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0355 ***********************************************************************
 ET0355  DESIGNATION -  RV 182
 ET0355  PID         -  ET0355
 ET0355  STATE/COUNTY-  AZ/YAVAPAI
 ET0355  USGS QUAD   -  KIRKLAND (1969)
 ET0355
 ET0355                         *CURRENT SURVEY CONTROL
 ET0355  ___________________________________________________________________
 ET0355* NAD 83(1986)-  34 26 47.     (N)    112 41 59.     (W)     SCALED    
 ET0355* NAVD 88     -      1237.734  (meters)    4060.80   (feet)  POSTED    
 ET0355  ___________________________________________________________________
 ET0355  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 ET0355  DYNAMIC HT  -        1236.110 (meters)    4055.47  (feet)  COMP
 ET0355  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 ET0355
 ET0355  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0355
 ET0355.The horizontal coordinates were scaled from a topographic map and have
 ET0355.an estimated accuracy of +/- 6 seconds.
 ET0355
 ET0355.The orthometric height was determined by differential leveling
 ET0355.and adjusted in November 2005.
 ET0355.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0355.rate of 0.0 thru 1.0 mm/km.
 ET0355
 ET0355.The geoid height was determined by GEOID03.
 ET0355
 ET0355.The dynamic height is computed by dividing the NAVD 88
 ET0355.geopotential number by the normal gravity value computed on the
 ET0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0355.degrees latitude (g = 980.6199 gals.).
 ET0355
 ET0355.The modeled gravity was interpolated from observed gravity values.
 ET0355
 ET0355;                    North         East    Units  Estimated Accuracy
 ET0355;SPC AZ C     -   382,440.      141,410.      MT  (+/- 180 meters Scaled)
 ET0355
 ET0355                          SUPERSEDED SURVEY CONTROL
 ET0355
 ET0355  NGVD 29 (??/??/92) 1236.943  (m)         4058.20   (f) ADJ UNCH    1 2
 ET0355
 ET0355.Superseded values are not recommended for survey control.
 ET0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0355.See file dsdata.txt to determine how the superseded data were derived.
 ET0355
 ET0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD438129(NAD 83)
 ET0355_MARKER: R = RIVET
 ET0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0355_SP_SET: CULVERT
 ET0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0355
 ET0355  HISTORY     - Date     Condition        Report By
 ET0355  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0355  HISTORY     - 1950     GOOD             NGS
 ET0355
 ET0355                          STATION DESCRIPTION
 ET0355
 ET0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0355'2.5 MI N FROM KIRKLAND.
 ET0355'2.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0355'THE STATION AT KIRKLAND, 79 FEET SOUTH OF AND ACROSS THE TRACK FROM
 ET0355'MILEPOLE 84 1/2, AT A 32-INCH CONCRETE PIPE CULVERT NO. B 85, IN THE
 ET0355'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 8.8
 ET0355'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 ET0355'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0357 ***********************************************************************
 ET0357  DESIGNATION -  RV 183
 ET0357  PID         -  ET0357
 ET0357  STATE/COUNTY-  AZ/YAVAPAI
 ET0357  USGS QUAD   -  KIRKLAND (1969)
 ET0357
 ET0357                         *CURRENT SURVEY CONTROL
 ET0357  ___________________________________________________________________
 ET0357* NAD 83(1986)-  34 27 22.     (N)    112 41 47.     (W)     SCALED    
 ET0357* NAVD 88     -      1256.763  (meters)    4123.23   (feet)  POSTED    
 ET0357  ___________________________________________________________________
 ET0357  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 ET0357  DYNAMIC HT  -        1255.110 (meters)    4117.81  (feet)  COMP
 ET0357  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 ET0357
 ET0357  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0357
 ET0357.The horizontal coordinates were scaled from a topographic map and have
 ET0357.an estimated accuracy of +/- 6 seconds.
 ET0357
 ET0357.The orthometric height was determined by differential leveling
 ET0357.and adjusted in November 2005.
 ET0357.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0357.rate of 3.1 thru 4.0 mm/km.
 ET0357
 ET0357.The geoid height was determined by GEOID03.
 ET0357
 ET0357.The dynamic height is computed by dividing the NAVD 88
 ET0357.geopotential number by the normal gravity value computed on the
 ET0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0357.degrees latitude (g = 980.6199 gals.).
 ET0357
 ET0357.The modeled gravity was interpolated from observed gravity values.
 ET0357
 ET0357;                    North         East    Units  Estimated Accuracy
 ET0357;SPC AZ C     -   383,520.      141,720.      MT  (+/- 180 meters Scaled)
 ET0357
 ET0357                          SUPERSEDED SURVEY CONTROL
 ET0357
 ET0357  NGVD 29 (??/??/92) 1255.969  (m)         4120.62   (f) ADJ UNCH    1 2
 ET0357
 ET0357.Superseded values are not recommended for survey control.
 ET0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0357.See file dsdata.txt to determine how the superseded data were derived.
 ET0357
 ET0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD441140(NAD 83)
 ET0357_MARKER: R = RIVET
 ET0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0357_SP_SET: CULVERT
 ET0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0357
 ET0357  HISTORY     - Date     Condition        Report By
 ET0357  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0357  HISTORY     - 1950     GOOD             NGS
 ET0357
 ET0357                          STATION DESCRIPTION
 ET0357
 ET0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0357'3.2 MI S FROM SKULL VALLEY.
 ET0357'3.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0357'THE STATION AT SKULL VALLEY, 0.1 MILE SOUTHWEST OF MILEPOLE 83 1/2, AT
 ET0357'A 36-INCH CONCRETE PIPE CULVERT NO. E 84, IN THE TOP OF THE
 ET0357'APPROXIMATE CENTER OF THE SOUTHEAST CONCRETE HEAD WALL, 12.2 FEET
 ET0357'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP
 ET0357'OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0439 ***********************************************************************
 ET0439  DESIGNATION -  RV 185
 ET0439  PID         -  ET0439
 ET0439  STATE/COUNTY-  AZ/YAVAPAI
 ET0439  USGS QUAD   -  KIRKLAND (1969)
 ET0439
 ET0439                         *CURRENT SURVEY CONTROL
 ET0439  ___________________________________________________________________
 ET0439* NAD 83(1986)-  34 29 56.     (N)    112 41 15.     (W)     SCALED    
 ET0439* NAVD 88     -      1294.790  (meters)    4247.99   (feet)  POSTED    
 ET0439  ___________________________________________________________________
 ET0439  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 ET0439  DYNAMIC HT  -        1293.080 (meters)    4242.38  (feet)  COMP
 ET0439  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 ET0439
 ET0439  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0439
 ET0439.The horizontal coordinates were scaled from a topographic map and have
 ET0439.an estimated accuracy of +/- 6 seconds.
 ET0439
 ET0439.The orthometric height was determined by differential leveling
 ET0439.and adjusted in November 2005.
 ET0439.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0439.rate of 3.1 thru 4.0 mm/km.
 ET0439.WARNING-Repeat measurements at this control monument indicate possible
 ET0439.vertical movement.
 ET0439
 ET0439.The geoid height was determined by GEOID03.
 ET0439
 ET0439.The dynamic height is computed by dividing the NAVD 88
 ET0439.geopotential number by the normal gravity value computed on the
 ET0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0439.degrees latitude (g = 980.6199 gals.).
 ET0439
 ET0439.The modeled gravity was interpolated from observed gravity values.
 ET0439
 ET0439;                    North         East    Units  Estimated Accuracy
 ET0439;SPC AZ C     -   388,260.      142,570.      MT  (+/- 180 meters Scaled)
 ET0439
 ET0439                          SUPERSEDED SURVEY CONTROL
 ET0439
 ET0439  NGVD 29 (??/??/92) 1293.990  (m)         4245.37   (f) ADJ UNCH    1 2
 ET0439
 ET0439.Superseded values are not recommended for survey control.
 ET0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0439.See file dsdata.txt to determine how the superseded data were derived.
 ET0439
 ET0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD450187(NAD 83)
 ET0439_MARKER: R = RIVET
 ET0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0439_SP_SET: CULVERT
 ET0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0439
 ET0439  HISTORY     - Date     Condition        Report By
 ET0439  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0439  HISTORY     - 1950     GOOD             NGS
 ET0439  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0439
 ET0439                          STATION DESCRIPTION
 ET0439
 ET0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0439'IN SKULL VALLEY.
 ET0439'AT SKULL VALLEY, 275 FEET NORTH OF THE NORTHEAST CORNER OF THE
 ET0439'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT A DOUBLE 40-INCH
 ET0439'CONCRETE PIPE CULVERT NO. B 81, IN THE TOP OF THE APPROXIMATE CENTER
 ET0439'OF THE EAST CONCRETE HEAD WALL, 16.3 FEET EAST OF THE EAST RAIL OF THE
 ET0439'MAIN TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.
 ET0439
 ET0439                          STATION RECOVERY (1974)
 ET0439
 ET0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0442 ***********************************************************************
 ET0442  DESIGNATION -  RV 186
 ET0442  PID         -  ET0442
 ET0442  STATE/COUNTY-  AZ/YAVAPAI
 ET0442  USGS QUAD   -  SKULL VALLEY (1979)
 ET0442
 ET0442                         *CURRENT SURVEY CONTROL
 ET0442  ___________________________________________________________________
 ET0442* NAD 83(1986)-  34 31 09.     (N)    112 40 49.     (W)     SCALED    
 ET0442* NAVD 88     -      1325.849  (meters)    4349.89   (feet)  POSTED    
 ET0442  ___________________________________________________________________
 ET0442  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 ET0442  DYNAMIC HT  -        1324.090 (meters)    4344.12  (feet)  COMP
 ET0442  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 ET0442
 ET0442  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0442
 ET0442.The horizontal coordinates were scaled from a topographic map and have
 ET0442.an estimated accuracy of +/- 6 seconds.
 ET0442
 ET0442.The orthometric height was determined by differential leveling
 ET0442.and adjusted in November 2005.
 ET0442.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0442.rate of 2.1 thru 3.0 mm/km.
 ET0442
 ET0442.The geoid height was determined by GEOID03.
 ET0442
 ET0442.The dynamic height is computed by dividing the NAVD 88
 ET0442.geopotential number by the normal gravity value computed on the
 ET0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0442.degrees latitude (g = 980.6199 gals.).
 ET0442
 ET0442.The modeled gravity was interpolated from observed gravity values.
 ET0442
 ET0442;                    North         East    Units  Estimated Accuracy
 ET0442;SPC AZ C     -   390,500.      143,250.      MT  (+/- 180 meters Scaled)
 ET0442
 ET0442                          SUPERSEDED SURVEY CONTROL
 ET0442
 ET0442  NGVD 29 (??/??/92) 1325.042  (m)         4347.24   (f) ADJ UNCH    1 2
 ET0442
 ET0442.Superseded values are not recommended for survey control.
 ET0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0442.See file dsdata.txt to determine how the superseded data were derived.
 ET0442
 ET0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD457210(NAD 83)
 ET0442_MARKER: R = RIVET
 ET0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0442_SP_SET: CULVERT
 ET0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0442
 ET0442  HISTORY     - Date     Condition        Report By
 ET0442  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0442  HISTORY     - 1950     GOOD             NGS
 ET0442  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0442
 ET0442                          STATION DESCRIPTION
 ET0442
 ET0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0442'1.6 MI N FROM SKULL VALLEY.
 ET0442'1.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0442'THE STATION AT SKULL VALLEY, 20 RAILS SOUTH OF MILEPOLE 79, AT DOUBLE
 ET0442'48-INCH CONCRETE PIPE CULVERT NO. A 80, IN THE TOP OF THE APPROXIMATE
 ET0442'CENTER OF THE EAST HEAD WALL, 10.0 FEET EAST OF THE EAST RAIL, AND
 ET0442'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 ET0442
 ET0442                          STATION RECOVERY (1974)
 ET0442
 ET0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0446 ***********************************************************************
 ET0446  DESIGNATION -  RV 187
 ET0446  PID         -  ET0446
 ET0446  STATE/COUNTY-  AZ/YAVAPAI
 ET0446  USGS QUAD   -  SKULL VALLEY (1979)
 ET0446
 ET0446                         *CURRENT SURVEY CONTROL
 ET0446  ___________________________________________________________________
 ET0446* NAD 83(1986)-  34 33 23.     (N)    112 39 40.     (W)     SCALED    
 ET0446* NAVD 88     -      1423.992  (meters)    4671.88   (feet)  POSTED    
 ET0446  ___________________________________________________________________
 ET0446  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 ET0446  DYNAMIC HT  -        1422.090 (meters)    4665.64  (feet)  COMP
 ET0446  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 ET0446
 ET0446  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0446
 ET0446.The horizontal coordinates were scaled from a topographic map and have
 ET0446.an estimated accuracy of +/- 6 seconds.
 ET0446
 ET0446.The orthometric height was determined by differential leveling
 ET0446.and adjusted in November 2005.
 ET0446.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0446.rate of 1.1 thru 2.0 mm/km.
 ET0446
 ET0446.The geoid height was determined by GEOID03.
 ET0446
 ET0446.The dynamic height is computed by dividing the NAVD 88
 ET0446.geopotential number by the normal gravity value computed on the
 ET0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0446.degrees latitude (g = 980.6199 gals.).
 ET0446
 ET0446.The modeled gravity was interpolated from observed gravity values.
 ET0446
 ET0446;                    North         East    Units  Estimated Accuracy
 ET0446;SPC AZ C     -   394,620.      145,040.      MT  (+/- 180 meters Scaled)
 ET0446
 ET0446                          SUPERSEDED SURVEY CONTROL
 ET0446
 ET0446  NGVD 29 (??/??/92) 1423.167  (m)         4669.17   (f) ADJ UNCH    1 2
 ET0446
 ET0446.Superseded values are not recommended for survey control.
 ET0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0446.See file dsdata.txt to determine how the superseded data were derived.
 ET0446
 ET0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD476251(NAD 83)
 ET0446_MARKER: R = RIVET
 ET0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0446_SP_SET: CULVERT
 ET0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0446
 ET0446  HISTORY     - Date     Condition        Report By
 ET0446  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0446  HISTORY     - 1974     GOOD             USGS
 ET0446  HISTORY     - 1974     GOOD             USGS
 ET0446
 ET0446                          STATION DESCRIPTION
 ET0446
 ET0446'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0446'4.6 MI NW FROM SKULL VALLEY.
 ET0446'4.6 MILES NORTHEAST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0446'RAILWAY FROM THE STATION (SITE) AT SKULL VALLEY, AT A 24 INCH CONCRETE
 ET0446'PIPE CULVERT, IN THE CENTER AND TOP OF THE NORTHWEST HEADWALL, 11 FEET
 ET0446'NORTHWEST OF THE CENTERLINE OF THE RR GRADE, AND ONE FOOT LOWER.
 ET0446
 ET0446                          STATION RECOVERY (1974)
 ET0446
 ET0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0446'FROM THE PO AT SKULL VALLEY GO NORTH ON THE PAVED RD. TOWARD PRESCOTT
 ET0446'4.3 MI. TO A T-RD. EAST, GO RIGHT (KEEPING ON MAIN TRAVELED RDS) ON
 ET0446'DIRT RD. 0.3 MILES WHERE RD ENTERS WASH, CONTINUE DOWN THE WASH 0.2
 ET0446'MI. TO A POINT JUST BEFORE THIS WASH ENTERS A BIGGER WASH, GO LEFT ON
 ET0446'A TRACK RD. 0.1 MILES TO THE SITE OF AN OLD TRESTLE, GO LEFT, KEEPING
 ET0446'TO THE NORTH SIDE OF THE OLD RR GRADE AND FOLLOW THE TRACK RD. UP
 ET0446'ONTO THE DISMANTLED RR, GO NE ALONG THE RR GRADE 0.2 MILES, AT A 24
 ET0446'INCH CONCRETE PIPE CULVERT, IN THE CENTER AND TOP OF THE NW HEADWALL,
 ET0446'11 FT. NW OF THE CENTERLINE OF THE GRADE, AND ONE FT. LOWER, A MONEL
 ET0446'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0448 ***********************************************************************
 ET0448  DESIGNATION -  RV 188
 ET0448  PID         -  ET0448
 ET0448  STATE/COUNTY-  AZ/YAVAPAI
 ET0448  USGS QUAD   -  SKULL VALLEY (1979)
 ET0448
 ET0448                         *CURRENT SURVEY CONTROL
 ET0448  ___________________________________________________________________
 ET0448* NAD 83(1986)-  34 33 48.     (N)    112 39 10.     (W)     SCALED    
 ET0448* NAVD 88     -      1452.753  (meters)    4766.24   (feet)  POSTED    
 ET0448  ___________________________________________________________________
 ET0448  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 ET0448  DYNAMIC HT  -        1450.810 (meters)    4759.87  (feet)  COMP
 ET0448  MODELED GRAV-     979,245.7   (mgal)                       NAVD 88
 ET0448
 ET0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0448
 ET0448.The horizontal coordinates were scaled from a topographic map and have
 ET0448.an estimated accuracy of +/- 6 seconds.
 ET0448
 ET0448.The orthometric height was determined by differential leveling
 ET0448.and adjusted in November 2005.
 ET0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0448.rate of 0.0 thru 1.0 mm/km.
 ET0448.WARNING-Repeat measurements at this control monument indicate possible
 ET0448.vertical movement.
 ET0448
 ET0448.The geoid height was determined by GEOID03.
 ET0448
 ET0448.The dynamic height is computed by dividing the NAVD 88
 ET0448.geopotential number by the normal gravity value computed on the
 ET0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0448.degrees latitude (g = 980.6199 gals.).
 ET0448
 ET0448.The modeled gravity was interpolated from observed gravity values.
 ET0448
 ET0448;                    North         East    Units  Estimated Accuracy
 ET0448;SPC AZ C     -   395,380.      145,810.      MT  (+/- 180 meters Scaled)
 ET0448
 ET0448                          SUPERSEDED SURVEY CONTROL
 ET0448
 ET0448  NGVD 29 (??/??/92) 1451.926  (m)         4763.53   (f) ADJ UNCH    1 2
 ET0448
 ET0448.Superseded values are not recommended for survey control.
 ET0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0448.See file dsdata.txt to determine how the superseded data were derived.
 ET0448
 ET0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD483258(NAD 83)
 ET0448_MARKER: R = RIVET
 ET0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0448_SP_SET: CULVERT
 ET0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0448
 ET0448  HISTORY     - Date     Condition        Report By
 ET0448  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0448  HISTORY     - 1950     GOOD             NGS
 ET0448  HISTORY     - 1974     GOOD             USGS
 ET0448
 ET0448                          STATION DESCRIPTION
 ET0448
 ET0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0448'5.2 MI NE FROM SKULL VALLEY.
 ET0448'5.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0448'FROM THE STATION AT SKULL VALLEY, 9 RAILS SOUTHWEST OF MILEPOLE 75
 ET0448'1/2, AT A 24-INCH CONCRETE PIPE CULVERT NO. H 76, IN THE TOP OF THE
 ET0448'SOUTHWEST END OF THE NORTHWEST HEAD WALL, 13.2 FEET NORTHWEST OF THE
 ET0448'NORTHWEST RAIL, AND ABOUT 6 FEET LOWER THAN THE TOP OF THE RAIL.
 ET0448
 ET0448                          STATION RECOVERY (1974)
 ET0448
 ET0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0448'FROM THE PO AT SKULL VALLEY GO NORTH ON A PAVED RD TOWARD PRESCOTT
 ET0448'4.3 MI. TO A T-RD EAST, GO RIGHT ON THE MAIN TRAVELED RD 0.3 MI.
 ET0448'WHERE RD. ENTERS A WASH, CONTINUE DOWN WASH 0.2 MI. TO A POINT JUST
 ET0448'BEFORE THE WASH ENTERS A LARGER WASH, GO LEFT ON A TRACK RD 0.1 MI.
 ET0448'TO THE SITE OF AN OLD TRESTLE, GO LEFT 0.8 MI. ON A TRACK RD,
 ET0448'(KEEPING TO THE NORTH OF THE RR GRADE AND THEN RD GOES UP ONTO THE
 ET0448'GRADE) AT A 24 INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE SW END
 ET0448'OF THE NW HEADWALL, 16 FT NW OF THE CENTERLINE OF THE RR GRADE AND
 ET0448'4.1 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0171 ***********************************************************************
 EU0171  DESIGNATION -  RV 19
 EU0171  PID         -  EU0171
 EU0171  STATE/COUNTY-  AZ/LA PAZ
 EU0171  USGS QUAD   -  BLACK PEAK (1990)
 EU0171
 EU0171                         *CURRENT SURVEY CONTROL
 EU0171  ___________________________________________________________________
 EU0171* NAD 83(1986)-  34 00 21.     (N)    114 13 59.     (W)     SCALED    
 EU0171* NAVD 88     -       194.08   (+/-2cm)     636.7    (feet)  VERTCON   
 EU0171  ___________________________________________________________________
 EU0171  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 EU0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0171
 EU0171.The horizontal coordinates were scaled from a topographic map and have
 EU0171.an estimated accuracy of +/- 6 seconds.
 EU0171
 EU0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0171.The vertical order pertains to the NGVD 29 superseded value.
 EU0171
 EU0171.The geoid height was determined by GEOID03.
 EU0171
 EU0171;                    North         East    Units  Estimated Accuracy
 EU0171;SPC AZ W     -   333,420.      168,740.      MT  (+/- 180 meters Scaled)
 EU0171
 EU0171                          SUPERSEDED SURVEY CONTROL
 EU0171
 EU0171  NGVD 29 (??/??/??)  193.476  (m)          634.76   (f) ADJUSTED    2 0
 EU0171
 EU0171.Superseded values are not recommended for survey control.
 EU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0171.See file dsdata.txt to determine how the superseded data were derived.
 EU0171
 EU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT555662(NAD 83)
 EU0171_MARKER: R = RIVET
 EU0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0171_SP_SET: CULVERT
 EU0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0171
 EU0171  HISTORY     - Date     Condition        Report By
 EU0171  HISTORY     - UNK      MONUMENTED       ATSFRR
 EU0171  HISTORY     - 1935     GOOD             NGS
 EU0171
 EU0171                          STATION DESCRIPTION
 EU0171
 EU0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0171'4.5 MI NW FROM WALL.
 EU0171'ABOUT 4.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0171'FE RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 83 YARDS
 EU0171'(7 1/2 RAILS) EAST OF MILEPOST 95, AT A DOUBLE 48-INCH
 EU0171'CONCRETE-PIPE CULVERT, AND IN THE TOP OF THE NORTH HEAD WALL.  A
 EU0171'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0115 ***********************************************************************
 DU0115  DESIGNATION -  RV 19
 DU0115  PID         -  DU0115
 DU0115  STATE/COUNTY-  AZ/GRAHAM
 DU0115  USGS QUAD   -  CALVA (1989)
 DU0115
 DU0115                         *CURRENT SURVEY CONTROL
 DU0115  ___________________________________________________________________
 DU0115* NAD 83(1986)-  33 12 27.     (N)    110 14 43.     (W)     SCALED    
 DU0115* NAVD 88     -       775.277  (meters)    2543.55   (feet)  ADJUSTED  
 DU0115  ___________________________________________________________________
 DU0115  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DU0115  DYNAMIC HT  -         774.233 (meters)    2540.13  (feet)  COMP
 DU0115  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 DU0115
 DU0115  VERT ORDER  -  FIRST     CLASS II
 DU0115
 DU0115.The horizontal coordinates were scaled from a topographic map and have
 DU0115.an estimated accuracy of +/- 6 seconds.
 DU0115
 DU0115.The orthometric height was determined by differential leveling
 DU0115.and adjusted in June 1991.
 DU0115
 DU0115.The geoid height was determined by GEOID03.
 DU0115
 DU0115.The dynamic height is computed by dividing the NAVD 88
 DU0115.geopotential number by the normal gravity value computed on the
 DU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0115.degrees latitude (g = 980.6199 gals.).
 DU0115
 DU0115.The modeled gravity was interpolated from observed gravity values.
 DU0115
 DU0115;                    North         East    Units  Estimated Accuracy
 DU0115;SPC AZ E     -   244,770.      206,030.      MT  (+/- 180 meters Scaled)
 DU0115
 DU0115                          SUPERSEDED SURVEY CONTROL
 DU0115
 DU0115  NGVD 29 (??/??/92)  774.704  (m)         2541.67   (f) ADJ UNCH    1 2
 DU0115
 DU0115.Superseded values are not recommended for survey control.
 DU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0115.See file dsdata.txt to determine how the superseded data were derived.
 DU0115
 DU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB703745(NAD 83)
 DU0115_MARKER: R = RIVET
 DU0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0115_SP_SET: CULVERT
 DU0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0115
 DU0115  HISTORY     - Date     Condition        Report By
 DU0115  HISTORY     - UNK      MONUMENTED       SPRR
 DU0115  HISTORY     - 1933     GOOD             NGS
 DU0115
 DU0115                          STATION DESCRIPTION
 DU0115
 DU0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0115'10.5 MI NW FROM BYLAS.
 DU0115'ON SOUTHERN PACIFIC RIGHT OF WAY, 15 FEET NORTH OF RAILROAD
 DU0115'CENTER-LINE, ON HEADWALL OF CULVERT MARKED 1180.49.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0451 ***********************************************************************
 ET0451  DESIGNATION -  RV 190
 ET0451  PID         -  ET0451
 ET0451  STATE/COUNTY-  AZ/YAVAPAI
 ET0451  USGS QUAD   -  SKULL VALLEY (1979)
 ET0451
 ET0451                         *CURRENT SURVEY CONTROL
 ET0451  ___________________________________________________________________
 ET0451* NAD 83(1986)-  34 34 22.     (N)    112 37 34.     (W)     SCALED    
 ET0451* NAVD 88     -      1566.475  (meters)    5139.34   (feet)  POSTED    
 ET0451  ___________________________________________________________________
 ET0451  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 ET0451  DYNAMIC HT  -        1564.370 (meters)    5132.44  (feet)  COMP
 ET0451  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 ET0451
 ET0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0451
 ET0451.The horizontal coordinates were scaled from a topographic map and have
 ET0451.an estimated accuracy of +/- 6 seconds.
 ET0451
 ET0451.The orthometric height was determined by differential leveling
 ET0451.and adjusted in November 2005.
 ET0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0451.rate of 0.0 thru 1.0 mm/km.
 ET0451
 ET0451.The geoid height was determined by GEOID03.
 ET0451
 ET0451.The dynamic height is computed by dividing the NAVD 88
 ET0451.geopotential number by the normal gravity value computed on the
 ET0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0451.degrees latitude (g = 980.6199 gals.).
 ET0451
 ET0451.The modeled gravity was interpolated from observed gravity values.
 ET0451
 ET0451;                    North         East    Units  Estimated Accuracy
 ET0451;SPC AZ C     -   396,410.      148,270.      MT  (+/- 180 meters Scaled)
 ET0451
 ET0451                          SUPERSEDED SURVEY CONTROL
 ET0451
 ET0451  NGVD 29 (??/??/92) 1565.641  (m)         5136.61   (f) ADJ UNCH    1 2
 ET0451
 ET0451.Superseded values are not recommended for survey control.
 ET0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0451.See file dsdata.txt to determine how the superseded data were derived.
 ET0451
 ET0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD508268(NAD 83)
 ET0451_MARKER: R = RIVET
 ET0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0451_SP_SET: CULVERT
 ET0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0451
 ET0451  HISTORY     - Date     Condition        Report By
 ET0451  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0451  HISTORY     - 1950     GOOD             NGS
 ET0451
 ET0451                          STATION DESCRIPTION
 ET0451
 ET0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0451'5.5 MI W FROM IRON SPRINGS.
 ET0451'5.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0451'THE STATION AT IRON SPRINGS, AT RAMSGATE SIDING, 5 3/4 RAILS NORTH OF
 ET0451'MILEPOST 73, 5 RAILS NORTH OF THE RAMSGATE SIDING SIGN, AT 24-INCH
 ET0451'CONCRETE CULVERT NO. A 74, IN THE TOP OF THE APPROXIMATE CENTER OF THE
 ET0451'NORTHEAST HEADWALL, 22.9 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 ET0451'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0453 ***********************************************************************
 ET0453  DESIGNATION -  RV 191
 ET0453  PID         -  ET0453
 ET0453  STATE/COUNTY-  AZ/YAVAPAI
 ET0453  USGS QUAD   -  IRON SPRINGS (1979)
 ET0453
 ET0453                         *CURRENT SURVEY CONTROL
 ET0453  ___________________________________________________________________
 ET0453* NAD 83(1986)-  34 34 27.     (N)    112 37 17.     (W)     SCALED    
 ET0453* NAVD 88     -      1594.372  (meters)    5230.87   (feet)  POSTED    
 ET0453  ___________________________________________________________________
 ET0453  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 ET0453  DYNAMIC HT  -        1592.220 (meters)    5223.81  (feet)  COMP
 ET0453  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 ET0453
 ET0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0453
 ET0453.The horizontal coordinates were scaled from a topographic map and have
 ET0453.an estimated accuracy of +/- 6 seconds.
 ET0453
 ET0453.The orthometric height was determined by differential leveling
 ET0453.and adjusted in November 2005.
 ET0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0453.rate of 0.0 thru 1.0 mm/km.
 ET0453
 ET0453.The geoid height was determined by GEOID03.
 ET0453
 ET0453.The dynamic height is computed by dividing the NAVD 88
 ET0453.geopotential number by the normal gravity value computed on the
 ET0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0453.degrees latitude (g = 980.6199 gals.).
 ET0453
 ET0453.The modeled gravity was interpolated from observed gravity values.
 ET0453
 ET0453;                    North         East    Units  Estimated Accuracy
 ET0453;SPC AZ C     -   396,560.      148,700.      MT  (+/- 180 meters Scaled)
 ET0453
 ET0453                          SUPERSEDED SURVEY CONTROL
 ET0453
 ET0453  NGVD 29 (??/??/92) 1593.532  (m)         5228.11   (f) ADJ UNCH    1 2
 ET0453
 ET0453.Superseded values are not recommended for survey control.
 ET0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0453.See file dsdata.txt to determine how the superseded data were derived.
 ET0453
 ET0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD512270(NAD 83)
 ET0453_MARKER: R = RIVET
 ET0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0453_SP_SET: CULVERT
 ET0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0453
 ET0453  HISTORY     - Date     Condition        Report By
 ET0453  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0453  HISTORY     - 1950     GOOD             NGS
 ET0453
 ET0453                          STATION DESCRIPTION
 ET0453
 ET0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0453'4.8 MI W FROM IRON SPRINGS.
 ET0453'4.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0453'THE STATION AT IRON SPRINGS, 47 3/4 RAILS SOUTHWEST OF MILEPOLE 72, AT
 ET0453'47 3/4 RAILS SOUTHWEST OF MILEPOLE 72, AT
 ET0453'24-INCH CONCRETE PIPE CULVERT NO. C 73, IN THE TOP OF THE APPROXIMATE
 ET0453'CENTER OF THE SOUTHEAST HEAD WALL, 8.7 FEET SOUTHEAST OF THE SOUTHEAST
 ET0453'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0456 ***********************************************************************
 ET0456  DESIGNATION -  RV 192
 ET0456  PID         -  ET0456
 ET0456  STATE/COUNTY-  AZ/YAVAPAI
 ET0456  USGS QUAD   -  IRON SPRINGS (1979)
 ET0456
 ET0456                         *CURRENT SURVEY CONTROL
 ET0456  ___________________________________________________________________
 ET0456* NAD 83(1986)-  34 35 41.     (N)    112 36 05.     (W)     SCALED    
 ET0456* NAVD 88     -      1698.426  (meters)    5572.25   (feet)  POSTED    
 ET0456  ___________________________________________________________________
 ET0456  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 ET0456  DYNAMIC HT  -        1696.110 (meters)    5564.65  (feet)  COMP
 ET0456  MODELED GRAV-     979,212.5   (mgal)                       NAVD 88
 ET0456
 ET0456  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0456
 ET0456.The horizontal coordinates were scaled from a topographic map and have
 ET0456.an estimated accuracy of +/- 6 seconds.
 ET0456
 ET0456.The orthometric height was determined by differential leveling
 ET0456.and adjusted in November 2005.
 ET0456.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0456.rate of 1.1 thru 2.0 mm/km.
 ET0456
 ET0456.The geoid height was determined by GEOID03.
 ET0456
 ET0456.The dynamic height is computed by dividing the NAVD 88
 ET0456.geopotential number by the normal gravity value computed on the
 ET0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0456.degrees latitude (g = 980.6199 gals.).
 ET0456
 ET0456.The modeled gravity was interpolated from observed gravity values.
 ET0456
 ET0456;                    North         East    Units  Estimated Accuracy
 ET0456;SPC AZ C     -   398,830.      150,550.      MT  (+/- 180 meters Scaled)
 ET0456
 ET0456                          SUPERSEDED SURVEY CONTROL
 ET0456
 ET0456  NGVD 29 (??/??/92) 1697.569  (m)         5569.44   (f) ADJ UNCH    1 2
 ET0456
 ET0456.Superseded values are not recommended for survey control.
 ET0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0456.See file dsdata.txt to determine how the superseded data were derived.
 ET0456
 ET0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD531292(NAD 83)
 ET0456_MARKER: R = RIVET
 ET0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0456_SP_SET: CULVERT
 ET0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0456
 ET0456  HISTORY     - Date     Condition        Report By
 ET0456  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0456  HISTORY     - 1950     GOOD             NGS
 ET0456
 ET0456                          STATION DESCRIPTION
 ET0456
 ET0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0456'2.5 MI NW FROM IRON SPRINGS.
 ET0456'2.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0456'FROM THE STATION AT IRON SPRINGS, 5 3/4 RAILS WEST OF AND ACROSS THE
 ET0456'TRACK FROM MILEPOST 70, AT 24-INCH CONCRETE PIPE CULVERT NO. A 71, IN
 ET0456'THE TOP OF THE APPROXIMATE CENTER OF THE NORTHWEST HEAD WALL, 10.3
 ET0456'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE
 ET0456'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0458 ***********************************************************************
 ET0458  DESIGNATION -  RV 193
 ET0458  PID         -  ET0458
 ET0458  STATE/COUNTY-  AZ/YAVAPAI
 ET0458  USGS QUAD   -  IRON SPRINGS (1979)
 ET0458
 ET0458                         *CURRENT SURVEY CONTROL
 ET0458  ___________________________________________________________________
 ET0458* NAD 83(1986)-  34 35 21.     (N)    112 35 25.     (W)     SCALED    
 ET0458* NAVD 88     -      1735.987  (meters)    5695.48   (feet)  POSTED    
 ET0458  ___________________________________________________________________
 ET0458  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 ET0458  DYNAMIC HT  -        1733.610 (meters)    5687.69  (feet)  COMP
 ET0458  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 ET0458
 ET0458  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0458
 ET0458.The horizontal coordinates were scaled from a topographic map and have
 ET0458.an estimated accuracy of +/- 6 seconds.
 ET0458
 ET0458.The orthometric height was determined by differential leveling
 ET0458.and adjusted in November 2005.
 ET0458.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0458.rate of 2.1 thru 3.0 mm/km.
 ET0458
 ET0458.The geoid height was determined by GEOID03.
 ET0458
 ET0458.The dynamic height is computed by dividing the NAVD 88
 ET0458.geopotential number by the normal gravity value computed on the
 ET0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0458.degrees latitude (g = 980.6199 gals.).
 ET0458
 ET0458.The modeled gravity was interpolated from observed gravity values.
 ET0458
 ET0458;                    North         East    Units  Estimated Accuracy
 ET0458;SPC AZ C     -   398,210.      151,570.      MT  (+/- 180 meters Scaled)
 ET0458
 ET0458                          SUPERSEDED SURVEY CONTROL
 ET0458
 ET0458  NGVD 29 (??/??/92) 1735.115  (m)         5692.62   (f) ADJ UNCH    1 2
 ET0458
 ET0458.Superseded values are not recommended for survey control.
 ET0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0458.See file dsdata.txt to determine how the superseded data were derived.
 ET0458
 ET0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD541286(NAD 83)
 ET0458_MARKER: R = RIVET
 ET0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0458_SP_SET: CULVERT
 ET0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0458
 ET0458  HISTORY     - Date     Condition        Report By
 ET0458  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0458  HISTORY     - 1950     GOOD             NGS
 ET0458
 ET0458                          STATION DESCRIPTION
 ET0458
 ET0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0458'1.6 MI NW FROM IRON SPRINGS.
 ET0458'1.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0458'FROM THE STATION AT IRON SPRINGS, AT 30-INCH CONCRETE PIPE CULVERT NO.
 ET0458'B 70, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTH HEAD WALL,
 ET0458'11.8 FEET NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET LOWER THAN THE TOP
 ET0458'OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0460 ***********************************************************************
 ET0460  DESIGNATION -  RV 194
 ET0460  PID         -  ET0460
 ET0460  STATE/COUNTY-  AZ/YAVAPAI
 ET0460  USGS QUAD   -  IRON SPRINGS (1979)
 ET0460
 ET0460                         *CURRENT SURVEY CONTROL
 ET0460  ___________________________________________________________________
 ET0460* NAD 83(1986)-  34 35 09.     (N)    112 35 05.     (W)     SCALED    
 ET0460* NAVD 88     -      1761.531  (meters)    5779.29   (feet)  POSTED    
 ET0460  ___________________________________________________________________
 ET0460  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ET0460  DYNAMIC HT  -        1759.110 (meters)    5771.35  (feet)  COMP
 ET0460  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 ET0460
 ET0460  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0460
 ET0460.The horizontal coordinates were scaled from a topographic map and have
 ET0460.an estimated accuracy of +/- 6 seconds.
 ET0460
 ET0460.The orthometric height was determined by differential leveling
 ET0460.and adjusted in November 2005.
 ET0460.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0460.rate of 2.1 thru 3.0 mm/km.
 ET0460
 ET0460.The geoid height was determined by GEOID03.
 ET0460
 ET0460.The dynamic height is computed by dividing the NAVD 88
 ET0460.geopotential number by the normal gravity value computed on the
 ET0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0460.degrees latitude (g = 980.6199 gals.).
 ET0460
 ET0460.The modeled gravity was interpolated from observed gravity values.
 ET0460
 ET0460;                    North         East    Units  Estimated Accuracy
 ET0460;SPC AZ C     -   397,840.      152,070.      MT  (+/- 180 meters Scaled)
 ET0460
 ET0460                          SUPERSEDED SURVEY CONTROL
 ET0460
 ET0460  NGVD 29 (??/??/92) 1760.652  (m)         5776.41   (f) ADJ UNCH    1 2
 ET0460
 ET0460.Superseded values are not recommended for survey control.
 ET0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0460.See file dsdata.txt to determine how the superseded data were derived.
 ET0460
 ET0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD546282(NAD 83)
 ET0460_MARKER: R = RIVET
 ET0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0460_SP_SET: CULVERT
 ET0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0460
 ET0460  HISTORY     - Date     Condition        Report By
 ET0460  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0460  HISTORY     - 1950     GOOD             NGS
 ET0460
 ET0460                          STATION DESCRIPTION
 ET0460
 ET0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0460'1.0 MI W FROM IRON SPRINGS.
 ET0460'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 ET0460'STATION AT IRON SPRINGS, 52 RAILS SOUTHEAST OF MILEPOLE 69, AT 24-INCH
 ET0460'CONCRETE PIPE CULVERT NO. B 69, IN THE TOP OF THE APPROXIMATE CENTER
 ET0460'OF THE EAST HEAD WALL, 11.8 FEET EAST OF THE EAST RAIL, AND ABOUT 3
 ET0460'FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0464 ***********************************************************************
 ET0464  DESIGNATION -  RV 195
 ET0464  PID         -  ET0464
 ET0464  STATE/COUNTY-  AZ/YAVAPAI
 ET0464  USGS QUAD   -  IRON SPRINGS (1979)
 ET0464
 ET0464                         *CURRENT SURVEY CONTROL
 ET0464  ___________________________________________________________________
 ET0464* NAD 83(1986)-  34 34 53.     (N)    112 33 23.     (W)     SCALED    
 ET0464* NAVD 88     -      1835.691  (meters)    6022.60   (feet)  POSTED    
 ET0464  ___________________________________________________________________
 ET0464  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ET0464  DYNAMIC HT  -        1833.160 (meters)    6014.29  (feet)  COMP
 ET0464  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 ET0464
 ET0464  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0464
 ET0464.The horizontal coordinates were scaled from a topographic map and have
 ET0464.an estimated accuracy of +/- 6 seconds.
 ET0464
 ET0464.The orthometric height was determined by differential leveling
 ET0464.and adjusted in November 2005.
 ET0464.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0464.rate of 2.1 thru 3.0 mm/km.
 ET0464
 ET0464.The geoid height was determined by GEOID03.
 ET0464
 ET0464.The dynamic height is computed by dividing the NAVD 88
 ET0464.geopotential number by the normal gravity value computed on the
 ET0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0464.degrees latitude (g = 980.6199 gals.).
 ET0464
 ET0464.The modeled gravity was interpolated from observed gravity values.
 ET0464
 ET0464;                    North         East    Units  Estimated Accuracy
 ET0464;SPC AZ C     -   397,330.      154,670.      MT  (+/- 180 meters Scaled)
 ET0464
 ET0464                          SUPERSEDED SURVEY CONTROL
 ET0464
 ET0464  NGVD 29 (??/??/92) 1834.812  (m)         6019.71   (f) ADJ UNCH    1 2
 ET0464
 ET0464.Superseded values are not recommended for survey control.
 ET0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0464.See file dsdata.txt to determine how the superseded data were derived.
 ET0464
 ET0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD572277(NAD 83)
 ET0464_MARKER: R = RIVET
 ET0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0464_SP_SET: CULVERT
 ET0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0464+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 ET0464
 ET0464  HISTORY     - Date     Condition        Report By
 ET0464  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0464  HISTORY     - 1950     GOOD             NGS
 ET0464  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0464  HISTORY     - 20031111 GOOD             NGS
 ET0464
 ET0464                          STATION DESCRIPTION
 ET0464
 ET0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0464'2.3 MI E FROM IRON SPRINGS.
 ET0464'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0464'THE STATION AT IRON SPRINGS, 3 1/2 RAILS NORTHWEST OF A CATTLE GUARD,
 ET0464'AT A 24-INCH CONCRETE PIPE CULVERT NO. C 66, IN THE TOP OF THE
 ET0464'APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL, 7.6 FEET NORTHEAST OF
 ET0464'THE NORTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 ET0464
 ET0464                          STATION RECOVERY (1997)
 ET0464
 ET0464'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0464'MARK NOT FOUND.
 ET0464
 ET0464                          STATION RECOVERY (2003)
 ET0464
 ET0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0464'STATION IS ON OLD RR GRADE ABOUT 80 YARDS WEST OF WOOD HOUSE AT 6000
 ET0464'IRON SPRINGS ROAD AND UNDER A 3-WIRE POWER LINE.  IT IS ON 2ND GRADE
 ET0464'LEVEL BELOW AND SOUTH OF CURRENT IRON SPRINGS ROAD, AND PROXIMATE TO
 ET0464'MILEPOST 4.9 NEAR WEST END OF LARGE PULL OUT AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0468 ***********************************************************************
 ET0468  DESIGNATION -  RV 196
 ET0468  PID         -  ET0468
 ET0468  STATE/COUNTY-  AZ/YAVAPAI
 ET0468  USGS QUAD   -  IRON SPRINGS (1979)
 ET0468
 ET0468                         *CURRENT SURVEY CONTROL
 ET0468  ___________________________________________________________________
 ET0468* NAD 83(1986)-  34 34 29.     (N)    112 32 03.     (W)     SCALED    
 ET0468* NAVD 88     -      1699.907  (meters)    5577.11   (feet)  POSTED    
 ET0468  ___________________________________________________________________
 ET0468  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 ET0468  DYNAMIC HT  -        1697.570 (meters)    5569.44  (feet)  COMP
 ET0468  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 ET0468
 ET0468  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0468
 ET0468.The horizontal coordinates were scaled from a topographic map and have
 ET0468.an estimated accuracy of +/- 6 seconds.
 ET0468
 ET0468.The orthometric height was determined by differential leveling
 ET0468.and adjusted in November 2005.
 ET0468.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0468.rate of 1.1 thru 2.0 mm/km.
 ET0468
 ET0468.The geoid height was determined by GEOID03.
 ET0468
 ET0468.The dynamic height is computed by dividing the NAVD 88
 ET0468.geopotential number by the normal gravity value computed on the
 ET0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0468.degrees latitude (g = 980.6199 gals.).
 ET0468
 ET0468.The modeled gravity was interpolated from observed gravity values.
 ET0468
 ET0468;                    North         East    Units  Estimated Accuracy
 ET0468;SPC AZ C     -   396,570.      156,710.      MT  (+/- 180 meters Scaled)
 ET0468
 ET0468                          SUPERSEDED SURVEY CONTROL
 ET0468
 ET0468  NGVD 29 (??/??/92) 1699.039  (m)         5574.26   (f) ADJ UNCH    1 2
 ET0468
 ET0468.Superseded values are not recommended for survey control.
 ET0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0468.See file dsdata.txt to determine how the superseded data were derived.
 ET0468
 ET0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD592269(NAD 83)
 ET0468_MARKER: DB = BENCH MARK DISK
 ET0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0468_SP_SET: CULVERT
 ET0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0468
 ET0468  HISTORY     - Date     Condition        Report By
 ET0468  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0468  HISTORY     - 1974     GOOD             USGS
 ET0468  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0468
 ET0468                          STATION DESCRIPTION
 ET0468
 ET0468'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0468'4.9 MI NW FROM PRESCOTT.
 ET0468'4.9 MILES NORTHWEST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0468'RAILWAY FROM THE STATION AT PRESCOTT.  AT THE CENTER OF A LONG CURVE,
 ET0468'AT THE TOP CENTER OF HEADWALL AT THE NORTH END OF A DOUBLE 3X4 FT.
 ET0468'CONCRETE BOX CULVERT.  RV IS 1.5 FT. BELOW RR GRADE OPPOSITE.
 ET0468
 ET0468                          STATION RECOVERY (1997)
 ET0468
 ET0468'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0471 ***********************************************************************
 ET0471  DESIGNATION -  RV 197
 ET0471  PID         -  ET0471
 ET0471  STATE/COUNTY-  AZ/YAVAPAI
 ET0471  USGS QUAD   -  IRON SPRINGS (1979)
 ET0471
 ET0471                         *CURRENT SURVEY CONTROL
 ET0471  ___________________________________________________________________
 ET0471* NAD 83(1986)-  34 34 10.     (N)    112 30 57.     (W)     SCALED    
 ET0471* NAVD 88     -      1685.519  (meters)    5529.91   (feet)  POSTED    
 ET0471  ___________________________________________________________________
 ET0471  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 ET0471  DYNAMIC HT  -        1683.200 (meters)    5522.30  (feet)  COMP
 ET0471  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 ET0471
 ET0471  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0471
 ET0471.The horizontal coordinates were scaled from a topographic map and have
 ET0471.an estimated accuracy of +/- 6 seconds.
 ET0471
 ET0471.The orthometric height was determined by differential leveling
 ET0471.and adjusted in November 2005.
 ET0471
 ET0471.The geoid height was determined by GEOID03.
 ET0471
 ET0471.The dynamic height is computed by dividing the NAVD 88
 ET0471.geopotential number by the normal gravity value computed on the
 ET0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0471.degrees latitude (g = 980.6199 gals.).
 ET0471
 ET0471.The modeled gravity was interpolated from observed gravity values.
 ET0471
 ET0471;                    North         East    Units  Estimated Accuracy
 ET0471;SPC AZ C     -   395,980.      158,380.      MT  (+/- 180 meters Scaled)
 ET0471
 ET0471                          SUPERSEDED SURVEY CONTROL
 ET0471
 ET0471  NGVD 29 (??/??/92) 1684.655  (m)         5527.07   (f) ADJ UNCH    1 2
 ET0471
 ET0471.Superseded values are not recommended for survey control.
 ET0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0471.See file dsdata.txt to determine how the superseded data were derived.
 ET0471
 ET0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD609263(NAD 83)
 ET0471_MARKER: R = RIVET
 ET0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0471_SP_SET: CULVERT
 ET0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0471
 ET0471  HISTORY     - Date     Condition        Report By
 ET0471  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0471  HISTORY     - 1950     GOOD             NGS
 ET0471  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0471
 ET0471                          STATION DESCRIPTION
 ET0471
 ET0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0471'3.7 MI NW FROM PRESCOTT.
 ET0471'3.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0471'FROM THE STATION AT PRESCOTT, 6 1/2 RAILS EAST OF MILEPOLE 61, 3 1/2
 ET0471'RAILS WEST OF THE WEST END OF A SHORT ROCKY CUT, AT A 3-BY 4-FOOT
 ET0471'CONCRETE BOX CULVERT NO. 61, IN THE TOP OF THE APPROXIMATE CENTER OF
 ET0471'THE SOUTH HEAD WALL, 17.6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 5
 ET0471'FEET LOWER THAN THE TRACK.
 ET0471
 ET0471                          STATION RECOVERY (1997)
 ET0471
 ET0471'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0472 ***********************************************************************
 ET0472  DESIGNATION -  RV 198
 ET0472  PID         -  ET0472
 ET0472  STATE/COUNTY-  AZ/YAVAPAI
 ET0472  USGS QUAD   -  IRON SPRINGS (1979)
 ET0472
 ET0472                         *CURRENT SURVEY CONTROL
 ET0472  ___________________________________________________________________
 ET0472* NAD 83(1986)-  34 34 08.     (N)    112 30 23.     (W)     SCALED    
 ET0472* NAVD 88     -      1694.580  (meters)    5559.63   (feet)  POSTED    
 ET0472  ___________________________________________________________________
 ET0472  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0472  DYNAMIC HT  -        1692.250 (meters)    5551.99  (feet)  COMP
 ET0472  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 ET0472
 ET0472  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0472
 ET0472.The horizontal coordinates were scaled from a topographic map and have
 ET0472.an estimated accuracy of +/- 6 seconds.
 ET0472
 ET0472.The orthometric height was determined by differential leveling
 ET0472.and adjusted in November 2005.
 ET0472.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0472.rate of 1.1 thru 2.0 mm/km.
 ET0472
 ET0472.The geoid height was determined by GEOID03.
 ET0472
 ET0472.The dynamic height is computed by dividing the NAVD 88
 ET0472.geopotential number by the normal gravity value computed on the
 ET0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0472.degrees latitude (g = 980.6199 gals.).
 ET0472
 ET0472.The modeled gravity was interpolated from observed gravity values.
 ET0472
 ET0472;                    North         East    Units  Estimated Accuracy
 ET0472;SPC AZ C     -   395,910.      159,250.      MT  (+/- 180 meters Scaled)
 ET0472
 ET0472                          SUPERSEDED SURVEY CONTROL
 ET0472
 ET0472  NGVD 29 (??/??/92) 1693.714  (m)         5556.79   (f) ADJ UNCH    1 2
 ET0472
 ET0472.Superseded values are not recommended for survey control.
 ET0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0472.See file dsdata.txt to determine how the superseded data were derived.
 ET0472
 ET0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD618262(NAD 83)
 ET0472_MARKER: R = RIVET
 ET0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0472_SP_SET: CULVERT
 ET0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0472+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 ET0472
 ET0472  HISTORY     - Date     Condition        Report By
 ET0472  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0472  HISTORY     - 1950     GOOD             NGS
 ET0472  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0472  HISTORY     - 20030608 GOOD             NGS
 ET0472
 ET0472                          STATION DESCRIPTION
 ET0472
 ET0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0472'3.1 MI NW FROM PRESCOTT.
 ET0472'3.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0472'FROM THE STATION AT PRESCOTT, 9 RAILS SOUTHWEST OF A CATTLE GUARD, 2
 ET0472'RAILS EAST OF THE EAST END OF A SHORT ROCKY CUT, AT THE WEST END OF A
 ET0472'CURVE, AT 36-INCH CONCRETE PIPE CULVERT NO.A 61, IN THE TOP OF THE
 ET0472'APPROXIMATE CENTER OF THE SOUTHEAST HEAD WALL, 17.2 FEET SOUTHEAST OF
 ET0472'THE SOUTHEAST RAIL, AND ABOUT 8 FEET LOWER THAN THE TRACK.
 ET0472
 ET0472                          STATION RECOVERY (1997)
 ET0472
 ET0472'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0472'MARK NOT FOUND.
 ET0472
 ET0472                          STATION RECOVERY (2003)
 ET0472
 ET0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0472'STATION IS 194 PACES NE ALONG A TRAIL (OLD RR GRADE) FROM ENTRANCE OF
 ET0472'THE COTTAGES AT FOREST TRAILS (HOUSING DEVELOPMENT) OFF SIERRY PEAKS
 ET0472'ROAD AT POINT 0.2 MILES SOUTH OF IRON SPRINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0157 ***********************************************************************
 ET0157  DESIGNATION -  RV 199
 ET0157  PID         -  ET0157
 ET0157  STATE/COUNTY-  AZ/YAVAPAI
 ET0157  USGS QUAD   -  PRESCOTT (1973)
 ET0157
 ET0157                         *CURRENT SURVEY CONTROL
 ET0157  ___________________________________________________________________
 ET0157* NAD 83(1986)-  34 33 03.     (N)    112 28 47.     (W)     SCALED    
 ET0157* NAVD 88     -      1635.426  (meters)    5365.56   (feet)  POSTED    
 ET0157  ___________________________________________________________________
 ET0157  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 ET0157  DYNAMIC HT  -        1633.180 (meters)    5358.19  (feet)  COMP
 ET0157  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 ET0157
 ET0157  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0157
 ET0157.The horizontal coordinates were scaled from a topographic map and have
 ET0157.an estimated accuracy of +/- 6 seconds.
 ET0157
 ET0157.The orthometric height was determined by differential leveling
 ET0157.and adjusted in November 2005.
 ET0157.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0157.rate of 1.1 thru 2.0 mm/km.
 ET0157
 ET0157.The geoid height was determined by GEOID03.
 ET0157
 ET0157.The dynamic height is computed by dividing the NAVD 88
 ET0157.geopotential number by the normal gravity value computed on the
 ET0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0157.degrees latitude (g = 980.6199 gals.).
 ET0157
 ET0157.The modeled gravity was interpolated from observed gravity values.
 ET0157
 ET0157;                    North         East    Units  Estimated Accuracy
 ET0157;SPC AZ C     -   393,890.      161,690.      MT  (+/- 180 meters Scaled)
 ET0157
 ET0157                          SUPERSEDED SURVEY CONTROL
 ET0157
 ET0157  NGVD 29 (??/??/92) 1634.576  (m)         5362.77   (f) ADJ UNCH    1 2
 ET0157
 ET0157.Superseded values are not recommended for survey control.
 ET0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0157.See file dsdata.txt to determine how the superseded data were derived.
 ET0157
 ET0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD642242(NAD 83)
 ET0157_MARKER: R = RIVET
 ET0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0157_SP_SET: CULVERT
 ET0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0157
 ET0157  HISTORY     - Date     Condition        Report By
 ET0157  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0157  HISTORY     - 1933     GOOD             NGS
 ET0157  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0157
 ET0157                          STATION DESCRIPTION
 ET0157
 ET0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0157'0.6 MI W FROM PRESCOTT.
 ET0157'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 59, ON TOP OF NORTHERLY
 ET0157'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO. A-59.
 ET0157
 ET0157                          STATION RECOVERY (1997)
 ET0157
 ET0157'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0381 ***********************************************************************
 DT0381  DESIGNATION -  RV 2
 DT0381  PID         -  DT0381
 DT0381  STATE/COUNTY-  AZ/GRAHAM
 DT0381  USGS QUAD   -  FORT THOMAS (1989)
 DT0381
 DT0381                         *CURRENT SURVEY CONTROL
 DT0381  ___________________________________________________________________
 DT0381* NAD 83(1986)-  33 03 00.     (N)    109 59 21.     (W)     SCALED    
 DT0381* NAVD 88     -       825.716  (meters)    2709.04   (feet)  ADJUSTED  
 DT0381  ___________________________________________________________________
 DT0381  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DT0381  DYNAMIC HT  -         824.588 (meters)    2705.34  (feet)  COMP
 DT0381  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 DT0381
 DT0381  VERT ORDER  -  FIRST     CLASS II
 DT0381
 DT0381.The horizontal coordinates were scaled from a topographic map and have
 DT0381.an estimated accuracy of +/- 6 seconds.
 DT0381
 DT0381.The orthometric height was determined by differential leveling
 DT0381.and adjusted in June 1991.
 DT0381
 DT0381.The geoid height was determined by GEOID03.
 DT0381
 DT0381.The dynamic height is computed by dividing the NAVD 88
 DT0381.geopotential number by the normal gravity value computed on the
 DT0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0381.degrees latitude (g = 980.6199 gals.).
 DT0381
 DT0381.The modeled gravity was interpolated from observed gravity values.
 DT0381
 DT0381;                    North         East    Units  Estimated Accuracy
 DT0381;SPC AZ E     -   227,310.      229,940.      MT  (+/- 180 meters Scaled)
 DT0381
 DT0381                          SUPERSEDED SURVEY CONTROL
 DT0381
 DT0381  NGVD 29 (??/??/92)  825.139  (m)         2707.14   (f) ADJ UNCH    1 2
 DT0381
 DT0381.Superseded values are not recommended for survey control.
 DT0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0381.See file dsdata.txt to determine how the superseded data were derived.
 DT0381
 DT0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB943572(NAD 83)
 DT0381_MARKER: R = RIVET
 DT0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0381_SP_SET: CULVERT
 DT0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0381+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0381
 DT0381  HISTORY     - Date     Condition        Report By
 DT0381  HISTORY     - UNK      MONUMENTED       SPRR
 DT0381  HISTORY     - 1933     GOOD             NGS
 DT0381  HISTORY     - 20081009 GOOD             GEOCAC
 DT0381
 DT0381                          STATION DESCRIPTION
 DT0381
 DT0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DT0381'1.6 MI NW FROM FT THOMAS.
 DT0381'ON SOUTHERN PACIFIC RIGHT OF WAY, 425 FEET SOUTHEAST OF MILEPOST 1161,
 DT0381'10 FEET NORTHEAST OF RAILROAD CENTER LINE, ON HEAD WALL OF CULVERT
 DT0381'MARKED 1160.92.
 DT0381
 DT0381                          STATION RECOVERY (2008)
 DT0381
 DT0381'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0381'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0381'02.984' W109  59.393'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0839 ***********************************************************************
 DW0839  DESIGNATION -  RV 20
 DW0839  PID         -  DW0839
 DW0839  STATE/COUNTY-  AZ/LA PAZ
 DW0839  USGS QUAD   -  BOUSE NW (1990)
 DW0839
 DW0839                         *CURRENT SURVEY CONTROL
 DW0839  ___________________________________________________________________
 DW0839* NAD 83(1986)-  33 59 52.     (N)    114 12 00.     (W)     SCALED    
 DW0839* NAVD 88     -       216.24   (+/-2cm)     709.4    (feet)  VERTCON   
 DW0839  ___________________________________________________________________
 DW0839  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DW0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0839
 DW0839.The horizontal coordinates were scaled from a topographic map and have
 DW0839.an estimated accuracy of +/- 6 seconds.
 DW0839
 DW0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0839.The vertical order pertains to the NGVD 29 superseded value.
 DW0839
 DW0839.The geoid height was determined by GEOID03.
 DW0839
 DW0839;                    North         East    Units  Estimated Accuracy
 DW0839;SPC AZ W     -   332,510.      171,790.      MT  (+/- 180 meters Scaled)
 DW0839
 DW0839                          SUPERSEDED SURVEY CONTROL
 DW0839
 DW0839  NGVD 29 (??/??/??)  215.629  (m)          707.44   (f) ADJUSTED    2 0
 DW0839
 DW0839.Superseded values are not recommended for survey control.
 DW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0839.See file dsdata.txt to determine how the superseded data were derived.
 DW0839
 DW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT586654(NAD 83)
 DW0839_MARKER: R = RIVET
 DW0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0839_SP_SET: LAVA OUTCROP
 DW0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0839
 DW0839  HISTORY     - Date     Condition        Report By
 DW0839  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0839  HISTORY     - 1935     GOOD             NGS
 DW0839
 DW0839                          STATION DESCRIPTION
 DW0839
 DW0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0839'2.4 MI W FROM WALL.
 DW0839'ABOUT 2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0839'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, 5.5 FEET NORTH OF
 DW0839'MILEPOST 93, 31.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 DW0839'AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0116 ***********************************************************************
 DU0116  DESIGNATION -  RV 20
 DU0116  PID         -  DU0116
 DU0116  STATE/COUNTY-  AZ/GRAHAM
 DU0116  USGS QUAD   -  DEWEY FLAT (1989)
 DU0116
 DU0116                         *CURRENT SURVEY CONTROL
 DU0116  ___________________________________________________________________
 DU0116* NAD 83(1986)-  33 12 36.     (N)    110 15 06.     (W)     SCALED    
 DU0116* NAVD 88     -       775.166  (meters)    2543.19   (feet)  ADJUSTED  
 DU0116  ___________________________________________________________________
 DU0116  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DU0116  DYNAMIC HT  -         774.126 (meters)    2539.78  (feet)  COMP
 DU0116  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 DU0116
 DU0116  VERT ORDER  -  FIRST     CLASS II
 DU0116
 DU0116.The horizontal coordinates were scaled from a topographic map and have
 DU0116.an estimated accuracy of +/- 6 seconds.
 DU0116
 DU0116.The orthometric height was determined by differential leveling
 DU0116.and adjusted in June 1991.
 DU0116
 DU0116.The geoid height was determined by GEOID03.
 DU0116
 DU0116.The dynamic height is computed by dividing the NAVD 88
 DU0116.geopotential number by the normal gravity value computed on the
 DU0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0116.degrees latitude (g = 980.6199 gals.).
 DU0116
 DU0116.The modeled gravity was interpolated from observed gravity values.
 DU0116
 DU0116;                    North         East    Units  Estimated Accuracy
 DU0116;SPC AZ E     -   245,040.      205,440.      MT  (+/- 180 meters Scaled)
 DU0116
 DU0116                          SUPERSEDED SURVEY CONTROL
 DU0116
 DU0116  NGVD 29 (??/??/92)  774.598  (m)         2541.33   (f) ADJ UNCH    1 2
 DU0116
 DU0116.Superseded values are not recommended for survey control.
 DU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0116.See file dsdata.txt to determine how the superseded data were derived.
 DU0116
 DU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB697748(NAD 83)
 DU0116_MARKER: R = RIVET
 DU0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0116_SP_SET: CULVERT
 DU0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0116
 DU0116  HISTORY     - Date     Condition        Report By
 DU0116  HISTORY     - UNK      MONUMENTED       SPRR
 DU0116  HISTORY     - 1933     GOOD             NGS
 DU0116
 DU0116                          STATION DESCRIPTION
 DU0116
 DU0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0116'10.9 MI NW FROM BYLAS.
 DU0116'ON SOUTHERN PACIFIC RIGHT OF WAY, 18 FEET SOUTH OF RAILROAD
 DU0116'CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED 1180.86.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0159 ***********************************************************************
 ET0159  DESIGNATION -  RV 200
 ET0159  PID         -  ET0159
 ET0159  STATE/COUNTY-  AZ/YAVAPAI
 ET0159  USGS QUAD   -  PRESCOTT (1973)
 ET0159
 ET0159                         *CURRENT SURVEY CONTROL
 ET0159  ___________________________________________________________________
 ET0159* NAD 83(1986)-  34 32 43.     (N)    112 28 16.     (W)     SCALED    
 ET0159* NAVD 88     -      1626.299  (meters)    5335.62   (feet)  POSTED    
 ET0159  ___________________________________________________________________
 ET0159  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0159  DYNAMIC HT  -        1624.070 (meters)    5328.30  (feet)  COMP
 ET0159  MODELED GRAV-     979,205.7   (mgal)                       NAVD 88
 ET0159
 ET0159  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0159
 ET0159.The horizontal coordinates were scaled from a topographic map and have
 ET0159.an estimated accuracy of +/- 6 seconds.
 ET0159
 ET0159.The orthometric height was determined by differential leveling
 ET0159.and adjusted in November 2005.
 ET0159.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0159.rate of 2.1 thru 3.0 mm/km.
 ET0159
 ET0159.The geoid height was determined by GEOID03.
 ET0159
 ET0159.The dynamic height is computed by dividing the NAVD 88
 ET0159.geopotential number by the normal gravity value computed on the
 ET0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0159.degrees latitude (g = 980.6199 gals.).
 ET0159
 ET0159.The modeled gravity was interpolated from observed gravity values.
 ET0159
 ET0159;                    North         East    Units  Estimated Accuracy
 ET0159;SPC AZ C     -   393,270.      162,470.      MT  (+/- 180 meters Scaled)
 ET0159
 ET0159                          SUPERSEDED SURVEY CONTROL
 ET0159
 ET0159  NGVD 29 (??/??/92) 1625.455  (m)         5332.85   (f) ADJ UNCH    1 2
 ET0159
 ET0159.Superseded values are not recommended for survey control.
 ET0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0159.See file dsdata.txt to determine how the superseded data were derived.
 ET0159
 ET0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD650236(NAD 83)
 ET0159_MARKER: R = RIVET
 ET0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0159_SP_SET: PARAPET WALL
 ET0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0159+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 ET0159
 ET0159  HISTORY     - Date     Condition        Report By
 ET0159  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0159  HISTORY     - 1933     GOOD             NGS
 ET0159  HISTORY     - 20070702 GOOD             GEOCAC
 ET0159
 ET0159                          STATION DESCRIPTION
 ET0159
 ET0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0159'IN PRESCOTT.
 ET0159'ON A.T.AND S.F. RIGHT OF WAY, IN MILE 58, ON TOP OF CONCRETE PARAPET
 ET0159'WALL AT WEST END OF STEEL TRUSS RAILROAD BRIDGE NO.B-58, 10 FEET SOUTH
 ET0159'OF RAILROAD CENTER-LINE.
 ET0159
 ET0159                          STATION RECOVERY (2007)
 ET0159
 ET0159'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0159'RAILROAD HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0064 ***********************************************************************
 ET0064  DESIGNATION -  RV 201
 ET0064  PID         -  ET0064
 ET0064  STATE/COUNTY-  AZ/YAVAPAI
 ET0064  USGS QUAD   -  PRESCOTT (1973)
 ET0064
 ET0064                         *CURRENT SURVEY CONTROL
 ET0064  ___________________________________________________________________
 ET0064* NAD 83(1986)-  34 33 16.     (N)    112 27 17.     (W)     SCALED    
 ET0064* NAVD 88     -      1609.423  (meters)    5280.25   (feet)  POSTED    
 ET0064  ___________________________________________________________________
 ET0064  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 ET0064  DYNAMIC HT  -        1607.220 (meters)    5273.02  (feet)  COMP
 ET0064  MODELED GRAV-     979,208.0   (mgal)                       NAVD 88
 ET0064
 ET0064  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0064
 ET0064.The horizontal coordinates were scaled from a topographic map and have
 ET0064.an estimated accuracy of +/- 6 seconds.
 ET0064
 ET0064.The orthometric height was determined by differential leveling
 ET0064.and adjusted in November 2005.
 ET0064.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0064.rate of 1.1 thru 2.0 mm/km.
 ET0064
 ET0064.The geoid height was determined by GEOID03.
 ET0064
 ET0064.The dynamic height is computed by dividing the NAVD 88
 ET0064.geopotential number by the normal gravity value computed on the
 ET0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0064.degrees latitude (g = 980.6199 gals.).
 ET0064
 ET0064.The modeled gravity was interpolated from observed gravity values.
 ET0064
 ET0064;                    North         East    Units  Estimated Accuracy
 ET0064;SPC AZ C     -   394,280.      163,980.      MT  (+/- 180 meters Scaled)
 ET0064
 ET0064                          SUPERSEDED SURVEY CONTROL
 ET0064
 ET0064  NGVD 29 (??/??/92) 1608.579  (m)         5277.48   (f) ADJ UNCH    1 2
 ET0064
 ET0064.Superseded values are not recommended for survey control.
 ET0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0064.See file dsdata.txt to determine how the superseded data were derived.
 ET0064
 ET0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD665245(NAD 83)
 ET0064_MARKER: R = RIVET
 ET0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0064_SP_SET: CULVERT
 ET0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0064+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 ET0064
 ET0064  HISTORY     - Date     Condition        Report By
 ET0064  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0064  HISTORY     - 1933     GOOD             NGS
 ET0064  HISTORY     - 20050424 GOOD             GEOCAC
 ET0064  HISTORY     - 20070923 GOOD             GEOCAC
 ET0064
 ET0064                          STATION DESCRIPTION
 ET0064
 ET0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0064'0.9 MI NE FROM PRESCOTT.
 ET0064'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 57, ON TOP OF SOUTHERLY
 ET0064'CONCRETE HEADWALL OF 30 INCH CONCRETE BOX RAILROAD CULVERT NO.B-57.
 ET0064
 ET0064                          STATION RECOVERY (2005)
 ET0064
 ET0064'RECOVERY NOTE BY GEOCACHING 2005
 ET0064'HAD TO CLEAR SOME DEBRIS FROM THE RIVET, BUT FOUND TO BE IN VERY GOOD
 ET0064'CONDITION.  ANY MARKINGS ON CONCRETE AROUND GEOID WERE FADED TO THE
 ET0064'POINT OF UNREADABILITY.
 ET0064
 ET0064                          STATION RECOVERY (2007)
 ET0064
 ET0064'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0060 ***********************************************************************
 ET0060  DESIGNATION -  RV 202
 ET0060  PID         -  ET0060
 ET0060  STATE/COUNTY-  AZ/YAVAPAI
 ET0060  USGS QUAD   -  PRESCOTT (1973)
 ET0060
 ET0060                         *CURRENT SURVEY CONTROL
 ET0060  ___________________________________________________________________
 ET0060* NAD 83(1986)-  34 33 41.     (N)    112 26 30.     (W)     SCALED    
 ET0060* NAVD 88     -      1605.998  (meters)    5269.01   (feet)  POSTED    
 ET0060  ___________________________________________________________________
 ET0060  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 ET0060  DYNAMIC HT  -        1603.800 (meters)    5261.80  (feet)  COMP
 ET0060  MODELED GRAV-     979,208.7   (mgal)                       NAVD 88
 ET0060
 ET0060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0060
 ET0060.The horizontal coordinates were scaled from a topographic map and have
 ET0060.an estimated accuracy of +/- 6 seconds.
 ET0060
 ET0060.The orthometric height was determined by differential leveling
 ET0060.and adjusted in November 2005.
 ET0060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0060.rate of 0.0 thru 1.0 mm/km.
 ET0060
 ET0060.The geoid height was determined by GEOID03.
 ET0060
 ET0060.The dynamic height is computed by dividing the NAVD 88
 ET0060.geopotential number by the normal gravity value computed on the
 ET0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0060.degrees latitude (g = 980.6199 gals.).
 ET0060
 ET0060.The modeled gravity was interpolated from observed gravity values.
 ET0060
 ET0060;                    North         East    Units  Estimated Accuracy
 ET0060;SPC AZ C     -   395,050.      165,180.      MT  (+/- 180 meters Scaled)
 ET0060
 ET0060                          SUPERSEDED SURVEY CONTROL
 ET0060
 ET0060  NGVD 29 (??/??/92) 1605.154  (m)         5266.24   (f) ADJ UNCH    1 2
 ET0060
 ET0060.Superseded values are not recommended for survey control.
 ET0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0060.See file dsdata.txt to determine how the superseded data were derived.
 ET0060
 ET0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD677253(NAD 83)
 ET0060_MARKER: R = RIVET
 ET0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0060_SP_SET: PARAPET WALL
 ET0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0060+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 ET0060
 ET0060  HISTORY     - Date     Condition        Report By
 ET0060  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0060  HISTORY     - 1933     GOOD             NGS
 ET0060  HISTORY     - 20010511 GOOD             NGS
 ET0060
 ET0060                          STATION DESCRIPTION
 ET0060
 ET0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0060'1.9 MI NE FROM PRESCOTT.
 ET0060'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 56, ON TOP OF CONCRETE
 ET0060'PARAPET WALL OF HIGHWAY UNDERPASS, NO. BA-56, NORTHEASTERLY CORNER OF
 ET0060'STRUCTURE.
 ET0060
 ET0060                          STATION RECOVERY (2001)
 ET0060
 ET0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0060'RAILROAD TRACKS HAVE BEEN REMOVED.  OLD HIGHWAY IS NOW SUNDOG RANCH
 ET0060'ROAD.  STABILITY CODE SHOULD BE 'C'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0059 ***********************************************************************
 ET0059  DESIGNATION -  RV 203
 ET0059  PID         -  ET0059
 ET0059  STATE/COUNTY-  AZ/YAVAPAI
 ET0059  USGS QUAD   -  PRESCOTT (1973)
 ET0059
 ET0059                         *CURRENT SURVEY CONTROL
 ET0059  ___________________________________________________________________
 ET0059* NAD 83(1986)-  34 34 25.     (N)    112 25 49.     (W)     SCALED    
 ET0059* NAVD 88     -      1595.20   (+/-2cm)    5233.6    (feet)  VERTCON   
 ET0059  ___________________________________________________________________
 ET0059  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ET0059  VERT ORDER  -  ? (See Below)
 ET0059
 ET0059.The horizontal coordinates were scaled from a topographic map and have
 ET0059.an estimated accuracy of +/- 6 seconds.
 ET0059
 ET0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0059.The vertical order pertains to the NGVD 29 superseded value.
 ET0059
 ET0059.The geoid height was determined by GEOID03.
 ET0059
 ET0059;                    North         East    Units  Estimated Accuracy
 ET0059;SPC AZ C     -   396,400.      166,240.      MT  (+/- 180 meters Scaled)
 ET0059
 ET0059                          SUPERSEDED SURVEY CONTROL
 ET0059
 ET0059  NGVD 29 (??/??/92) 1594.295  (m)         5230.62   (f) ADJ UNCH    ?  
 ET0059
 ET0059.Superseded values are not recommended for survey control.
 ET0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0059.See file dsdata.txt to determine how the superseded data were derived.
 ET0059
 ET0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD688266(NAD 83)
 ET0059_MARKER: R = RIVET
 ET0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0059_SP_SET: CULVERT
 ET0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0059
 ET0059  HISTORY     - Date     Condition        Report By
 ET0059  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0059  HISTORY     - 1933     GOOD             NGS
 ET0059
 ET0059                          STATION DESCRIPTION
 ET0059
 ET0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0059'2.4 MI NE FROM PRESCOTT.
 ET0059'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 55, ON TOP OF EASTERLY
 ET0059'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO.D-55.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0057 ***********************************************************************
 ET0057  DESIGNATION -  RV 204
 ET0057  PID         -  ET0057
 ET0057  STATE/COUNTY-  AZ/YAVAPAI
 ET0057  USGS QUAD   -  PRESCOTT (1973)
 ET0057
 ET0057                         *CURRENT SURVEY CONTROL
 ET0057  ___________________________________________________________________
 ET0057* NAD 83(1986)-  34 34 54.     (N)    112 25 19.     (W)     SCALED    
 ET0057* NAVD 88     -      1577.12   (+/-2cm)    5174.3    (feet)  VERTCON   
 ET0057  ___________________________________________________________________
 ET0057  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 ET0057  VERT ORDER  -  ? (See Below)
 ET0057
 ET0057.The horizontal coordinates were scaled from a topographic map and have
 ET0057.an estimated accuracy of +/- 6 seconds.
 ET0057
 ET0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0057.The vertical order pertains to the NGVD 29 superseded value.
 ET0057
 ET0057.The geoid height was determined by GEOID03.
 ET0057
 ET0057;                    North         East    Units  Estimated Accuracy
 ET0057;SPC AZ C     -   397,290.      167,010.      MT  (+/- 180 meters Scaled)
 ET0057
 ET0057                          SUPERSEDED SURVEY CONTROL
 ET0057
 ET0057  NGVD 29 (??/??/92) 1576.221  (m)         5171.32   (f) ADJ UNCH    ?  
 ET0057
 ET0057.Superseded values are not recommended for survey control.
 ET0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0057.See file dsdata.txt to determine how the superseded data were derived.
 ET0057
 ET0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD695275(NAD 83)
 ET0057_MARKER: R = RIVET
 ET0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0057_SP_SET: CULVERT
 ET0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0057+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 ET0057
 ET0057  HISTORY     - Date     Condition        Report By
 ET0057  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0057  HISTORY     - 1933     GOOD             NGS
 ET0057  HISTORY     - 20060923 GOOD             GEOCAC
 ET0057
 ET0057                          STATION DESCRIPTION
 ET0057
 ET0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0057'3.7 MI NE FROM PRESCOTT.
 ET0057'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 54, ON TOP OF EASTERLY
 ET0057'CONCRETE HEADWALL OF 48 INCH CONCRETE PIPE RAILROAD CULVERT NO.B-54.
 ET0057
 ET0057                          STATION RECOVERY (2006)
 ET0057
 ET0057'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0056 ***********************************************************************
 ET0056  DESIGNATION -  RV 205
 ET0056  PID         -  ET0056
 ET0056  STATE/COUNTY-  AZ/YAVAPAI
 ET0056  USGS QUAD   -  PRESCOTT (1973)
 ET0056
 ET0056                         *CURRENT SURVEY CONTROL
 ET0056  ___________________________________________________________________
 ET0056* NAD 83(1986)-  34 35 43.     (N)    112 24 30.     (W)     SCALED    
 ET0056* NAVD 88     -      1573.300  (meters)    5161.74   (feet)  POSTED    
 ET0056  ___________________________________________________________________
 ET0056  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0056  DYNAMIC HT  -        1571.160 (meters)    5154.71  (feet)  COMP
 ET0056  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 ET0056
 ET0056  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0056
 ET0056.The horizontal coordinates were scaled from a topographic map and have
 ET0056.an estimated accuracy of +/- 6 seconds.
 ET0056
 ET0056.The orthometric height was determined by differential leveling
 ET0056.and adjusted in November 2005.
 ET0056.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0056.rate of 3.1 thru 4.0 mm/km.
 ET0056
 ET0056.The geoid height was determined by GEOID03.
 ET0056
 ET0056.The dynamic height is computed by dividing the NAVD 88
 ET0056.geopotential number by the normal gravity value computed on the
 ET0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0056.degrees latitude (g = 980.6199 gals.).
 ET0056
 ET0056.The modeled gravity was interpolated from observed gravity values.
 ET0056
 ET0056;                    North         East    Units  Estimated Accuracy
 ET0056;SPC AZ C     -   398,790.      168,260.      MT  (+/- 180 meters Scaled)
 ET0056
 ET0056                          SUPERSEDED SURVEY CONTROL
 ET0056
 ET0056  NGVD 29 (??/??/92) 1572.469  (m)         5159.01   (f) ADJ UNCH    1 2
 ET0056
 ET0056.Superseded values are not recommended for survey control.
 ET0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0056.See file dsdata.txt to determine how the superseded data were derived.
 ET0056
 ET0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD708290(NAD 83)
 ET0056_MARKER: R = RIVET
 ET0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0056_SP_SET: CULVERT
 ET0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0056+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 ET0056
 ET0056  HISTORY     - Date     Condition        Report By
 ET0056  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0056  HISTORY     - 1933     GOOD             NGS
 ET0056  HISTORY     - 20060923 GOOD             GEOCAC
 ET0056
 ET0056                          STATION DESCRIPTION
 ET0056
 ET0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0056'5.1 MI NE FROM PRESCOTT.
 ET0056'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 53, ON TOP SOUTH END OF
 ET0056'WESTERLY CONCRETE HEADWALL OF 6 X 5 FT. CONCRETE BOX RAILROAD CULVERT
 ET0056'NO.A-53.
 ET0056
 ET0056                          STATION RECOVERY (2006)
 ET0056
 ET0056'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0054 ***********************************************************************
 ET0054  DESIGNATION -  RV 206
 ET0054  PID         -  ET0054
 ET0054  STATE/COUNTY-  AZ/YAVAPAI
 ET0054  USGS QUAD   -  PRESCOTT (1973)
 ET0054
 ET0054                         *CURRENT SURVEY CONTROL
 ET0054  ___________________________________________________________________
 ET0054* NAD 83(1986)-  34 36 15.     (N)    112 24 19.     (W)     SCALED    
 ET0054* NAVD 88     -      1566.856  (meters)    5140.59   (feet)  POSTED    
 ET0054  ___________________________________________________________________
 ET0054  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0054  DYNAMIC HT  -        1564.730 (meters)    5133.62  (feet)  COMP
 ET0054  MODELED GRAV-     979,221.7   (mgal)                       NAVD 88
 ET0054
 ET0054  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0054
 ET0054.The horizontal coordinates were scaled from a topographic map and have
 ET0054.an estimated accuracy of +/- 6 seconds.
 ET0054
 ET0054.The orthometric height was determined by differential leveling
 ET0054.and adjusted in November 2005.
 ET0054.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0054.rate of 0.0 thru 1.0 mm/km.
 ET0054
 ET0054.The geoid height was determined by GEOID03.
 ET0054
 ET0054.The dynamic height is computed by dividing the NAVD 88
 ET0054.geopotential number by the normal gravity value computed on the
 ET0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0054.degrees latitude (g = 980.6199 gals.).
 ET0054
 ET0054.The modeled gravity was interpolated from observed gravity values.
 ET0054
 ET0054;                    North         East    Units  Estimated Accuracy
 ET0054;SPC AZ C     -   399,780.      168,550.      MT  (+/- 180 meters Scaled)
 ET0054
 ET0054                          SUPERSEDED SURVEY CONTROL
 ET0054
 ET0054  NGVD 29 (??/??/92) 1566.030  (m)         5137.88   (f) ADJ UNCH    1 2
 ET0054
 ET0054.Superseded values are not recommended for survey control.
 ET0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0054.See file dsdata.txt to determine how the superseded data were derived.
 ET0054
 ET0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD711300(NAD 83)
 ET0054_MARKER: R = RIVET
 ET0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0054_SP_SET: CULVERT
 ET0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0054
 ET0054  HISTORY     - Date     Condition        Report By
 ET0054  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0054  HISTORY     - 1933     GOOD             NGS
 ET0054
 ET0054                          STATION DESCRIPTION
 ET0054
 ET0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0054'5.9 MI NE FROM PRESCOTT.
 ET0054'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 52, ON TOP OF NORTH END OF
 ET0054'EASTERLY CONCRETE HEADWALL OF 4 FOOT CONCRETE ARCH RAILROAD CULVERT
 ET0054'NO.B-52.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0051 ***********************************************************************
 ET0051  DESIGNATION -  RV 207
 ET0051  PID         -  ET0051
 ET0051  STATE/COUNTY-  AZ/YAVAPAI
 ET0051  USGS QUAD   -  PRESCOTT (1973)
 ET0051
 ET0051                         *CURRENT SURVEY CONTROL
 ET0051  ___________________________________________________________________
 ET0051* NAD 83(1986)-  34 37 22.     (N)    112 24 28.     (W)     SCALED    
 ET0051* NAVD 88     -      1541.62   (+/-2cm)    5057.8    (feet)  VERTCON   
 ET0051  ___________________________________________________________________
 ET0051  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0051  VERT ORDER  -  ? (See Below)
 ET0051
 ET0051.The horizontal coordinates were scaled from a topographic map and have
 ET0051.an estimated accuracy of +/- 6 seconds.
 ET0051
 ET0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0051.The vertical order pertains to the NGVD 29 superseded value.
 ET0051
 ET0051.The geoid height was determined by GEOID03.
 ET0051
 ET0051;                    North         East    Units  Estimated Accuracy
 ET0051;SPC AZ C     -   401,840.      168,330.      MT  (+/- 180 meters Scaled)
 ET0051
 ET0051                          SUPERSEDED SURVEY CONTROL
 ET0051
 ET0051  NGVD 29 (??/??/92) 1540.733  (m)         5054.89   (f) ADJ UNCH    ?  
 ET0051
 ET0051.Superseded values are not recommended for survey control.
 ET0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0051.See file dsdata.txt to determine how the superseded data were derived.
 ET0051
 ET0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709321(NAD 83)
 ET0051_MARKER: R = RIVET
 ET0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0051_SP_SET: PARAPET WALL
 ET0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0051+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 ET0051
 ET0051  HISTORY     - Date     Condition        Report By
 ET0051  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0051  HISTORY     - 1933     GOOD             NGS
 ET0051  HISTORY     - 19970628 GOOD             USPSQD
 ET0051  HISTORY     - 20030610 GOOD             NGS
 ET0051
 ET0051                          STATION DESCRIPTION
 ET0051
 ET0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0051'7.3 MI N FROM PRESCOTT.
 ET0051'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 50, ON TOP OF NORTHERLY
 ET0051'CONCRETE PARAPET WALL OF HIGHWAY UNDERPASS NO.FA-50, EAST SIDE OF
 ET0051'TRACK.
 ET0051
 ET0051                          STATION RECOVERY (1997)
 ET0051
 ET0051'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0051'RECOVERED IN GOOD CONDITION.
 ET0051
 ET0051                          STATION RECOVERY (2003)
 ET0051
 ET0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0051'STATION IS ON TRESTLE OF REMOVED RR TRACKS OVER ABANDONED ALIGNMENT OF
 ET0051'ROUTE AZ 89A.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0049 ***********************************************************************
 ET0049  DESIGNATION -  RV 208
 ET0049  PID         -  ET0049
 ET0049  STATE/COUNTY-  AZ/YAVAPAI
 ET0049  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0049
 ET0049                         *CURRENT SURVEY CONTROL
 ET0049  ___________________________________________________________________
 ET0049* NAD 83(1986)-  34 37 51.     (N)    112 24 22.     (W)     SCALED    
 ET0049* NAVD 88     -      1532.00   (+/-2cm)    5026.2    (feet)  VERTCON   
 ET0049  ___________________________________________________________________
 ET0049  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ET0049  VERT ORDER  -  ? (See Below)
 ET0049
 ET0049.The horizontal coordinates were scaled from a topographic map and have
 ET0049.an estimated accuracy of +/- 6 seconds.
 ET0049
 ET0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0049.The vertical order pertains to the NGVD 29 superseded value.
 ET0049
 ET0049.The geoid height was determined by GEOID03.
 ET0049
 ET0049;                    North         East    Units  Estimated Accuracy
 ET0049;SPC AZ C     -   402,730.      168,480.      MT  (+/- 180 meters Scaled)
 ET0049
 ET0049                          SUPERSEDED SURVEY CONTROL
 ET0049
 ET0049  NGVD 29 (??/??/92) 1531.120  (m)         5023.35   (f) ADJ UNCH    ?  
 ET0049
 ET0049.Superseded values are not recommended for survey control.
 ET0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0049.See file dsdata.txt to determine how the superseded data were derived.
 ET0049
 ET0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD711330(NAD 83)
 ET0049_MARKER: R = RIVET
 ET0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0049_SP_SET: CULVERT
 ET0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0049
 ET0049  HISTORY     - Date     Condition        Report By
 ET0049  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0049  HISTORY     - 1933     GOOD             NGS
 ET0049  HISTORY     - 19970628 GOOD             USPSQD
 ET0049
 ET0049                          STATION DESCRIPTION
 ET0049
 ET0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0049'7.7 MI N FROM PRESCOTT.
 ET0049'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 50, ON TOP OF NORTH END OF
 ET0049'WESTERLY CONCRETE HEADWALL OF 5 FOOT CORROGATED IRON PIPE RAILROAD
 ET0049'CULVERT NO.D-50.
 ET0049
 ET0049                          STATION RECOVERY (1997)
 ET0049
 ET0049'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0046 ***********************************************************************
 ET0046  DESIGNATION -  RV 209
 ET0046  PID         -  ET0046
 ET0046  STATE/COUNTY-  AZ/YAVAPAI
 ET0046  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0046
 ET0046                         *CURRENT SURVEY CONTROL
 ET0046  ___________________________________________________________________
 ET0046* NAD 83(1986)-  34 39 38.     (N)    112 24 27.     (W)     SCALED    
 ET0046* NAVD 88     -      1507.348  (meters)    4945.36   (feet)  POSTED    
 ET0046  ___________________________________________________________________
 ET0046  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ET0046  DYNAMIC HT  -        1505.320 (meters)    4938.70  (feet)  COMP
 ET0046  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 ET0046
 ET0046  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0046
 ET0046.The horizontal coordinates were scaled from a topographic map and have
 ET0046.an estimated accuracy of +/- 6 seconds.
 ET0046
 ET0046.The orthometric height was determined by differential leveling
 ET0046.and adjusted in November 2005.
 ET0046.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0046.rate of 3.1 thru 4.0 mm/km.
 ET0046
 ET0046.The geoid height was determined by GEOID03.
 ET0046
 ET0046.The dynamic height is computed by dividing the NAVD 88
 ET0046.geopotential number by the normal gravity value computed on the
 ET0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0046.degrees latitude (g = 980.6199 gals.).
 ET0046
 ET0046.The modeled gravity was interpolated from observed gravity values.
 ET0046
 ET0046;                    North         East    Units  Estimated Accuracy
 ET0046;SPC AZ C     -   406,030.      168,370.      MT  (+/- 180 meters Scaled)
 ET0046
 ET0046                          SUPERSEDED SURVEY CONTROL
 ET0046
 ET0046  NGVD 29 (??/??/92) 1506.531  (m)         4942.68   (f) ADJ UNCH    1 2
 ET0046
 ET0046.Superseded values are not recommended for survey control.
 ET0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0046.See file dsdata.txt to determine how the superseded data were derived.
 ET0046
 ET0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD710363(NAD 83)
 ET0046_MARKER: R = RIVET
 ET0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0046_SP_SET: CULVERT
 ET0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0046
 ET0046  HISTORY     - Date     Condition        Report By
 ET0046  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0046  HISTORY     - 1933     GOOD             NGS
 ET0046  HISTORY     - 19970628 GOOD             USPSQD
 ET0046
 ET0046                          STATION DESCRIPTION
 ET0046
 ET0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0046'10.1 MI N FROM PRESCOTT.
 ET0046'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 48, ON TOP OF NORTH END OF
 ET0046'EASTERLY CONCRETE HEADWALL OF 5 FOOT CORROGATED IRON RAILROAD CULVERT
 ET0046'NO.A-48.
 ET0046
 ET0046                          STATION RECOVERY (1997)
 ET0046
 ET0046'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0837 ***********************************************************************
 DW0837  DESIGNATION -  RV 21
 DW0837  PID         -  DW0837
 DW0837  STATE/COUNTY-  AZ/LA PAZ
 DW0837  USGS QUAD   -  BOUSE NW (1990)
 DW0837
 DW0837                         *CURRENT SURVEY CONTROL
 DW0837  ___________________________________________________________________
 DW0837* NAD 83(1986)-  33 59 51.     (N)    114 10 56.     (W)     SCALED    
 DW0837* NAVD 88     -       214.72   (+/-2cm)     704.5    (feet)  VERTCON   
 DW0837  ___________________________________________________________________
 DW0837  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DW0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0837
 DW0837.The horizontal coordinates were scaled from a topographic map and have
 DW0837.an estimated accuracy of +/- 6 seconds.
 DW0837
 DW0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0837.The vertical order pertains to the NGVD 29 superseded value.
 DW0837
 DW0837.The geoid height was determined by GEOID03.
 DW0837
 DW0837;                    North         East    Units  Estimated Accuracy
 DW0837;SPC AZ W     -   332,470.      173,430.      MT  (+/- 180 meters Scaled)
 DW0837
 DW0837                          SUPERSEDED SURVEY CONTROL
 DW0837
 DW0837  NGVD 29 (??/??/??)  214.116  (m)          702.48   (f) ADJUSTED    2 0
 DW0837
 DW0837.Superseded values are not recommended for survey control.
 DW0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0837.See file dsdata.txt to determine how the superseded data were derived.
 DW0837
 DW0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT602654(NAD 83)
 DW0837_MARKER: R = RIVET
 DW0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0837_SP_SET: HEADWALL
 DW0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0837
 DW0837  HISTORY     - Date     Condition        Report By
 DW0837  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0837  HISTORY     - 1935     GOOD             NGS
 DW0837
 DW0837                          STATION DESCRIPTION
 DW0837
 DW0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0837'1.4 MI W FROM WALL.
 DW0837'ABOUT 1.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0837'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 104 YARDS
 DW0837'(9 1/2 RAILS) EAST OF MILEPOST 92, AT A DOUBLE 48-INCH CONCRETE
 DW0837'PIPE CULVERT, IN THE TOP OF THE NORTH HEAD WALL, AND 1 FOOT
 DW0837'WEST OF THE EAST END.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0117 ***********************************************************************
 DU0117  DESIGNATION -  RV 21
 DU0117  PID         -  DU0117
 DU0117  STATE/COUNTY-  AZ/GRAHAM
 DU0117  USGS QUAD   -  DEWEY FLAT (1989)
 DU0117
 DU0117                         *CURRENT SURVEY CONTROL
 DU0117  ___________________________________________________________________
 DU0117* NAD 83(1986)-  33 12 39.     (N)    110 15 40.     (W)     SCALED    
 DU0117* NAVD 88     -       774.192  (meters)    2539.99   (feet)  ADJUSTED  
 DU0117  ___________________________________________________________________
 DU0117  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DU0117  DYNAMIC HT  -         773.155 (meters)    2536.59  (feet)  COMP
 DU0117  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 DU0117
 DU0117  VERT ORDER  -  FIRST     CLASS II
 DU0117
 DU0117.The horizontal coordinates were scaled from a topographic map and have
 DU0117.an estimated accuracy of +/- 6 seconds.
 DU0117
 DU0117.The orthometric height was determined by differential leveling
 DU0117.and adjusted in June 1991.
 DU0117
 DU0117.The geoid height was determined by GEOID03.
 DU0117
 DU0117.The dynamic height is computed by dividing the NAVD 88
 DU0117.geopotential number by the normal gravity value computed on the
 DU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0117.degrees latitude (g = 980.6199 gals.).
 DU0117
 DU0117.The modeled gravity was interpolated from observed gravity values.
 DU0117
 DU0117;                    North         East    Units  Estimated Accuracy
 DU0117;SPC AZ E     -   245,140.      204,560.      MT  (+/- 180 meters Scaled)
 DU0117
 DU0117                          SUPERSEDED SURVEY CONTROL
 DU0117
 DU0117  NGVD 29 (??/??/92)  773.624  (m)         2538.13   (f) ADJ UNCH    1 2
 DU0117
 DU0117.Superseded values are not recommended for survey control.
 DU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0117.See file dsdata.txt to determine how the superseded data were derived.
 DU0117
 DU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB688749(NAD 83)
 DU0117_MARKER: R = RIVET
 DU0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0117_SP_SET: CULVERT
 DU0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0117
 DU0117  HISTORY     - Date     Condition        Report By
 DU0117  HISTORY     - UNK      MONUMENTED       SPRR
 DU0117  HISTORY     - 1933     GOOD             NGS
 DU0117
 DU0117                          STATION DESCRIPTION
 DU0117
 DU0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0117'11.4 MI NW FROM BYLAS.
 DU0117'ON SOUTHERN PACIFIC RIGHT OF WAY, 12 FEET SOUTH OF RAILROAD
 DU0117'CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED 1181.43.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0038 ***********************************************************************
 ET0038  DESIGNATION -  RV 210
 ET0038  PID         -  ET0038
 ET0038  STATE/COUNTY-  AZ/YAVAPAI
 ET0038  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0038
 ET0038                         *CURRENT SURVEY CONTROL
 ET0038  ___________________________________________________________________
 ET0038* NAD 83(1986)-  34 41 50.     (N)    112 24 34.     (W)     SCALED    
 ET0038* NAVD 88     -      1491.37   (+/-2cm)    4892.9    (feet)  VERTCON   
 ET0038  ___________________________________________________________________
 ET0038  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 ET0038  VERT ORDER  -  ? (See Below)
 ET0038
 ET0038.The horizontal coordinates were scaled from a topographic map and have
 ET0038.an estimated accuracy of +/- 6 seconds.
 ET0038
 ET0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0038.The vertical order pertains to the NGVD 29 superseded value.
 ET0038
 ET0038.The geoid height was determined by GEOID03.
 ET0038
 ET0038;                    North         East    Units  Estimated Accuracy
 ET0038;SPC AZ C     -   410,100.      168,210.      MT  (+/- 180 meters Scaled)
 ET0038
 ET0038                          SUPERSEDED SURVEY CONTROL
 ET0038
 ET0038  NGVD 29 (??/??/92) 1490.528  (m)         4890.17   (f) ADJ UNCH    ?  
 ET0038
 ET0038.Superseded values are not recommended for survey control.
 ET0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0038.See file dsdata.txt to determine how the superseded data were derived.
 ET0038
 ET0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709403(NAD 83)
 ET0038_MARKER: R = RIVET
 ET0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0038_SP_SET: CULVERT
 ET0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0038
 ET0038  HISTORY     - Date     Condition        Report By
 ET0038  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0038  HISTORY     - 1933     GOOD             NGS
 ET0038
 ET0038                          STATION DESCRIPTION
 ET0038
 ET0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0038'12.7 MI N FROM PRESCOTT.
 ET0038'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 45, ON TOP OF WESTERLY
 ET0038'CONCRETE HEADWALL OF DOUBLE 42 INCH CONCRETE PIPE RAILROAD CULVERT NO.
 ET0038'B-45.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0036 ***********************************************************************
 ET0036  DESIGNATION -  RV 211
 ET0036  PID         -  ET0036
 ET0036  STATE/COUNTY-  AZ/YAVAPAI
 ET0036  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0036
 ET0036                         *CURRENT SURVEY CONTROL
 ET0036  ___________________________________________________________________
 ET0036* NAD 83(1986)-  34 42 55.     (N)    112 24 44.     (W)     SCALED    
 ET0036* NAVD 88     -      1489.293  (meters)    4886.12   (feet)  POSTED    
 ET0036  ___________________________________________________________________
 ET0036  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ET0036  DYNAMIC HT  -        1487.320 (meters)    4879.65  (feet)  COMP
 ET0036  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 ET0036
 ET0036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0036
 ET0036.The horizontal coordinates were scaled from a topographic map and have
 ET0036.an estimated accuracy of +/- 6 seconds.
 ET0036
 ET0036.The orthometric height was determined by differential leveling
 ET0036.and adjusted in November 2005.
 ET0036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0036.rate of 0.0 thru 1.0 mm/km.
 ET0036
 ET0036.The geoid height was determined by GEOID03.
 ET0036
 ET0036.The dynamic height is computed by dividing the NAVD 88
 ET0036.geopotential number by the normal gravity value computed on the
 ET0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0036.degrees latitude (g = 980.6199 gals.).
 ET0036
 ET0036.The modeled gravity was interpolated from observed gravity values.
 ET0036
 ET0036;                    North         East    Units  Estimated Accuracy
 ET0036;SPC AZ C     -   412,100.      167,970.      MT  (+/- 180 meters Scaled)
 ET0036
 ET0036                          SUPERSEDED SURVEY CONTROL
 ET0036
 ET0036  NGVD 29 (??/??/92) 1488.501  (m)         4883.52   (f) ADJ UNCH    1 2
 ET0036
 ET0036.Superseded values are not recommended for survey control.
 ET0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0036.See file dsdata.txt to determine how the superseded data were derived.
 ET0036
 ET0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD706423(NAD 83)
 ET0036_MARKER: R = RIVET
 ET0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0036_SP_SET: CULVERT
 ET0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0036
 ET0036  HISTORY     - Date     Condition        Report By
 ET0036  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0036  HISTORY     - 1933     GOOD             NGS
 ET0036
 ET0036                          STATION DESCRIPTION
 ET0036
 ET0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0036'13.8 MI N FROM PRESCOTT.
 ET0036'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 44, ON TOP OF WESTERLY
 ET0036'CONCRETE HEADWALL OF 48 INCH CONCRETE PIPE RAILROAD CULVERT NO.A-44.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0035 ***********************************************************************
 ET0035  DESIGNATION -  RV 212
 ET0035  PID         -  ET0035
 ET0035  STATE/COUNTY-  AZ/YAVAPAI
 ET0035  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0035
 ET0035                         *CURRENT SURVEY CONTROL
 ET0035  ___________________________________________________________________
 ET0035* NAD 83(1986)-  34 43 42.     (N)    112 24 49.     (W)     SCALED    
 ET0035* NAVD 88     -      1475.886  (meters)    4842.14   (feet)  POSTED    
 ET0035  ___________________________________________________________________
 ET0035  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0035  DYNAMIC HT  -        1473.930 (meters)    4835.72  (feet)  COMP
 ET0035  MODELED GRAV-     979,260.0   (mgal)                       NAVD 88
 ET0035
 ET0035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0035
 ET0035.The horizontal coordinates were scaled from a topographic map and have
 ET0035.an estimated accuracy of +/- 6 seconds.
 ET0035
 ET0035.The orthometric height was determined by differential leveling
 ET0035.and adjusted in November 2005.
 ET0035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0035.rate of 0.0 thru 1.0 mm/km.
 ET0035
 ET0035.The geoid height was determined by GEOID03.
 ET0035
 ET0035.The dynamic height is computed by dividing the NAVD 88
 ET0035.geopotential number by the normal gravity value computed on the
 ET0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0035.degrees latitude (g = 980.6199 gals.).
 ET0035
 ET0035.The modeled gravity was interpolated from observed gravity values.
 ET0035
 ET0035;                    North         East    Units  Estimated Accuracy
 ET0035;SPC AZ C     -   413,550.      167,850.      MT  (+/- 180 meters Scaled)
 ET0035
 ET0035                          SUPERSEDED SURVEY CONTROL
 ET0035
 ET0035  NGVD 29 (??/??/92) 1475.098  (m)         4839.55   (f) ADJ UNCH    1 2
 ET0035
 ET0035.Superseded values are not recommended for survey control.
 ET0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0035.See file dsdata.txt to determine how the superseded data were derived.
 ET0035
 ET0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD705438(NAD 83)
 ET0035_MARKER: R = RIVET
 ET0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0035_SP_SET: CULVERT
 ET0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0035
 ET0035  HISTORY     - Date     Condition        Report By
 ET0035  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0035  HISTORY     - 1933     GOOD             NGS
 ET0035  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0035
 ET0035                          STATION DESCRIPTION
 ET0035
 ET0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0035'14.7 MI N FROM PRESCOTT.
 ET0035'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 43, ON TOP OF EASTERLY
 ET0035'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO.B-43.
 ET0035
 ET0035                          STATION RECOVERY (1997)
 ET0035
 ET0035'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0032 ***********************************************************************
 ET0032  DESIGNATION -  RV 213
 ET0032  PID         -  ET0032
 ET0032  STATE/COUNTY-  AZ/YAVAPAI
 ET0032  USGS QUAD   -  CHINO VALLEY SOUTH (1973)
 ET0032
 ET0032                         *CURRENT SURVEY CONTROL
 ET0032  ___________________________________________________________________
 ET0032* NAD 83(1986)-  34 44 30.     (N)    112 25 32.     (W)     SCALED    
 ET0032* NAVD 88     -      1449.57   (+/-2cm)    4755.8    (feet)  VERTCON   
 ET0032  ___________________________________________________________________
 ET0032  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ET0032  VERT ORDER  -  ? (See Below)
 ET0032
 ET0032.The horizontal coordinates were scaled from a topographic map and have
 ET0032.an estimated accuracy of +/- 6 seconds.
 ET0032
 ET0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0032.The vertical order pertains to the NGVD 29 superseded value.
 ET0032
 ET0032.The geoid height was determined by GEOID03.
 ET0032
 ET0032;                    North         East    Units  Estimated Accuracy
 ET0032;SPC AZ C     -   415,040.      166,760.      MT  (+/- 180 meters Scaled)
 ET0032
 ET0032                          SUPERSEDED SURVEY CONTROL
 ET0032
 ET0032  NGVD 29 (??/??/92) 1448.746  (m)         4753.09   (f) ADJ UNCH    ?  
 ET0032
 ET0032.Superseded values are not recommended for survey control.
 ET0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0032.See file dsdata.txt to determine how the superseded data were derived.
 ET0032
 ET0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD695453(NAD 83)
 ET0032_MARKER: R = RIVET
 ET0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0032_SP_SET: CULVERT
 ET0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0032
 ET0032  HISTORY     - Date     Condition        Report By
 ET0032  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0032  HISTORY     - 1933     GOOD             NGS
 ET0032
 ET0032                          STATION DESCRIPTION
 ET0032
 ET0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0032'15.9 MI N FROM PRESCOTT.
 ET0032'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 42, ON TOP OF NORTH END OF
 ET0032'WESTERLY CONCRETE HEADWALL OF 4 FOOT CONCRETE BOX RAILROAD CULVERT
 ET0032'NO.B-42.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0031 ***********************************************************************
 ET0031  DESIGNATION -  RV 214
 ET0031  PID         -  ET0031
 ET0031  STATE/COUNTY-  AZ/YAVAPAI
 ET0031  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0031
 ET0031                         *CURRENT SURVEY CONTROL
 ET0031  ___________________________________________________________________
 ET0031* NAD 83(1986)-  34 45 15.     (N)    112 25 36.     (W)     SCALED    
 ET0031* NAVD 88     -      1430.838  (meters)    4694.34   (feet)  POSTED    
 ET0031  ___________________________________________________________________
 ET0031  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 ET0031  DYNAMIC HT  -        1428.960 (meters)    4688.18  (feet)  COMP
 ET0031  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 ET0031
 ET0031  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0031
 ET0031.The horizontal coordinates were scaled from a topographic map and have
 ET0031.an estimated accuracy of +/- 6 seconds.
 ET0031
 ET0031.The orthometric height was determined by differential leveling
 ET0031.and adjusted in November 2005.
 ET0031.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0031.rate of 2.1 thru 3.0 mm/km.
 ET0031
 ET0031.The geoid height was determined by GEOID03.
 ET0031
 ET0031.The dynamic height is computed by dividing the NAVD 88
 ET0031.geopotential number by the normal gravity value computed on the
 ET0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0031.degrees latitude (g = 980.6199 gals.).
 ET0031
 ET0031.The modeled gravity was interpolated from observed gravity values.
 ET0031
 ET0031;                    North         East    Units  Estimated Accuracy
 ET0031;SPC AZ C     -   416,420.      166,670.      MT  (+/- 180 meters Scaled)
 ET0031
 ET0031                          SUPERSEDED SURVEY CONTROL
 ET0031
 ET0031  NGVD 29 (??/??/92) 1430.063  (m)         4691.80   (f) ADJ UNCH    1 2
 ET0031
 ET0031.Superseded values are not recommended for survey control.
 ET0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0031.See file dsdata.txt to determine how the superseded data were derived.
 ET0031
 ET0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD694467(NAD 83)
 ET0031_MARKER: R = RIVET
 ET0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0031_SP_SET: CULVERT
 ET0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0031
 ET0031  HISTORY     - Date     Condition        Report By
 ET0031  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0031  HISTORY     - 1933     GOOD             NGS
 ET0031
 ET0031                          STATION DESCRIPTION
 ET0031
 ET0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0031'16.8 MI N FROM PRESCOTT.
 ET0031'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 41, ON TOP OF SOUTH END OF
 ET0031'EASTERLY CONCRETE HEADWALL OF 6 X 4 FT. CONCRETE BOX RAILROAD CULVERT
 ET0031'NO.A-41.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0025 ***********************************************************************
 ET0025  DESIGNATION -  RV 216
 ET0025  PID         -  ET0025
 ET0025  STATE/COUNTY-  AZ/YAVAPAI
 ET0025  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0025
 ET0025                         *CURRENT SURVEY CONTROL
 ET0025  ___________________________________________________________________
 ET0025* NAD 83(1986)-  34 48 52.     (N)    112 26 27.     (W)     SCALED    
 ET0025* NAVD 88     -      1374.70   (+/-2cm)    4510.2    (feet)  VERTCON   
 ET0025  ___________________________________________________________________
 ET0025  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 ET0025  VERT ORDER  -  ? (See Below)
 ET0025
 ET0025.The horizontal coordinates were scaled from a topographic map and have
 ET0025.an estimated accuracy of +/- 6 seconds.
 ET0025
 ET0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0025.The vertical order pertains to the NGVD 29 superseded value.
 ET0025
 ET0025.The geoid height was determined by GEOID03.
 ET0025
 ET0025;                    North         East    Units  Estimated Accuracy
 ET0025;SPC AZ C     -   423,120.      165,410.      MT  (+/- 180 meters Scaled)
 ET0025
 ET0025                          SUPERSEDED SURVEY CONTROL
 ET0025
 ET0025  NGVD 29 (??/??/92) 1373.906  (m)         4507.56   (f) ADJ UNCH    ?  
 ET0025
 ET0025.Superseded values are not recommended for survey control.
 ET0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0025.See file dsdata.txt to determine how the superseded data were derived.
 ET0025
 ET0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD682534(NAD 83)
 ET0025_MARKER: R = RIVET
 ET0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0025_SP_SET: CULVERT
 ET0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0025
 ET0025  HISTORY     - Date     Condition        Report By
 ET0025  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0025  HISTORY     - 1933     GOOD             NGS
 ET0025
 ET0025                          STATION DESCRIPTION
 ET0025
 ET0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0025'15.1 MI S FROM CEDAR GLADE.
 ET0025'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 37, ON TOP OF EASTERLY
 ET0025'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO.B-37.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0023 ***********************************************************************
 ET0023  DESIGNATION -  RV 217
 ET0023  PID         -  ET0023
 ET0023  STATE/COUNTY-  AZ/YAVAPAI
 ET0023  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0023
 ET0023                         *CURRENT SURVEY CONTROL
 ET0023  ___________________________________________________________________
 ET0023* NAD 83(1986)-  34 49 30.     (N)    112 26 34.     (W)     SCALED    
 ET0023* NAVD 88     -      1358.56   (+/-2cm)    4457.2    (feet)  VERTCON   
 ET0023  ___________________________________________________________________
 ET0023  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0023  VERT ORDER  -  ? (See Below)
 ET0023
 ET0023.The horizontal coordinates were scaled from a topographic map and have
 ET0023.an estimated accuracy of +/- 6 seconds.
 ET0023
 ET0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0023.The vertical order pertains to the NGVD 29 superseded value.
 ET0023
 ET0023.The geoid height was determined by GEOID03.
 ET0023
 ET0023;                    North         East    Units  Estimated Accuracy
 ET0023;SPC AZ C     -   424,290.      165,240.      MT  (+/- 180 meters Scaled)
 ET0023
 ET0023                          SUPERSEDED SURVEY CONTROL
 ET0023
 ET0023  NGVD 29 (??/??/92) 1357.766  (m)         4454.60   (f) ADJ UNCH    ?  
 ET0023
 ET0023.Superseded values are not recommended for survey control.
 ET0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0023.See file dsdata.txt to determine how the superseded data were derived.
 ET0023
 ET0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD680545(NAD 83)
 ET0023_MARKER: R = RIVET
 ET0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0023_SP_SET: CULVERT
 ET0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0023
 ET0023  HISTORY     - Date     Condition        Report By
 ET0023  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0023  HISTORY     - 1933     GOOD             NGS
 ET0023
 ET0023                          STATION DESCRIPTION
 ET0023
 ET0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0023'14.2 MI S FROM CEDAR GLADE.
 ET0023'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 36, ON TOP OF EASTERLY
 ET0023'CONCRETE HEADWALL OF 24 INCH CONCRETE PIPE RAILROAD CULVERT NO.B-36.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0022 ***********************************************************************
 ET0022  DESIGNATION -  RV 218
 ET0022  PID         -  ET0022
 ET0022  STATE/COUNTY-  AZ/YAVAPAI
 ET0022  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0022
 ET0022                         *CURRENT SURVEY CONTROL
 ET0022  ___________________________________________________________________
 ET0022* NAD 83(1986)-  34 50 26.     (N)    112 26 59.     (W)     SCALED    
 ET0022* NAVD 88     -      1343.46   (+/-2cm)    4407.7    (feet)  VERTCON   
 ET0022  ___________________________________________________________________
 ET0022  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0022  VERT ORDER  -  ? (See Below)
 ET0022
 ET0022.The horizontal coordinates were scaled from a topographic map and have
 ET0022.an estimated accuracy of +/- 6 seconds.
 ET0022
 ET0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0022.The vertical order pertains to the NGVD 29 superseded value.
 ET0022
 ET0022.The geoid height was determined by GEOID03.
 ET0022
 ET0022;                    North         East    Units  Estimated Accuracy
 ET0022;SPC AZ C     -   426,020.      164,610.      MT  (+/- 180 meters Scaled)
 ET0022
 ET0022                          SUPERSEDED SURVEY CONTROL
 ET0022
 ET0022  NGVD 29 (??/??/92) 1342.673  (m)         4405.09   (f) ADJ UNCH    ?  
 ET0022
 ET0022.Superseded values are not recommended for survey control.
 ET0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0022.See file dsdata.txt to determine how the superseded data were derived.
 ET0022
 ET0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD674563(NAD 83)
 ET0022_MARKER: R = RIVET
 ET0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0022_SP_SET: CULVERT
 ET0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0022
 ET0022  HISTORY     - Date     Condition        Report By
 ET0022  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0022  HISTORY     - 1933     GOOD             NGS
 ET0022
 ET0022                          STATION DESCRIPTION
 ET0022
 ET0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0022'13.0 MI S FROM CEDAR GLADE.
 ET0022'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 35, ON TOP OF EASTERLY
 ET0022'CONCRETE HEADWALL OF 36 INCH CONCRETE PIPE RAILROAD CULVERT NO.A-35.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0019 ***********************************************************************
 ET0019  DESIGNATION -  RV 219
 ET0019  PID         -  ET0019
 ET0019  STATE/COUNTY-  AZ/YAVAPAI
 ET0019  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0019
 ET0019                         *CURRENT SURVEY CONTROL
 ET0019  ___________________________________________________________________
 ET0019* NAD 83(1986)-  34 51 50.     (N)    112 27 35.     (W)     SCALED    
 ET0019* NAVD 88     -      1331.391  (meters)    4368.07   (feet)  POSTED    
 ET0019  ___________________________________________________________________
 ET0019  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ET0019  DYNAMIC HT  -        1329.670 (meters)    4362.43  (feet)  COMP
 ET0019  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 ET0019
 ET0019  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 ET0019
 ET0019.The horizontal coordinates were scaled from a topographic map and have
 ET0019.an estimated accuracy of +/- 6 seconds.
 ET0019
 ET0019.The orthometric height was determined by differential leveling
 ET0019.and adjusted in November 2005.
 ET0019.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 ET0019.rate of 4.1 thru 8.0 mm/km.
 ET0019
 ET0019.The geoid height was determined by GEOID03.
 ET0019
 ET0019.The dynamic height is computed by dividing the NAVD 88
 ET0019.geopotential number by the normal gravity value computed on the
 ET0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0019.degrees latitude (g = 980.6199 gals.).
 ET0019
 ET0019.The modeled gravity was interpolated from observed gravity values.
 ET0019
 ET0019;                    North         East    Units  Estimated Accuracy
 ET0019;SPC AZ C     -   428,610.      163,710.      MT  (+/- 180 meters Scaled)
 ET0019
 ET0019                          SUPERSEDED SURVEY CONTROL
 ET0019
 ET0019  NGVD 29 (??/??/92) 1330.632  (m)         4365.58   (f) ADJ UNCH    2 0
 ET0019
 ET0019.Superseded values are not recommended for survey control.
 ET0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0019.See file dsdata.txt to determine how the superseded data were derived.
 ET0019
 ET0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD665589(NAD 83)
 ET0019_MARKER: R = RIVET
 ET0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0019_SP_SET: BRIDGE
 ET0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0019+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 ET0019
 ET0019  HISTORY     - Date     Condition        Report By
 ET0019  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0019  HISTORY     - 1933     GOOD             NGS
 ET0019  HISTORY     - 20030507 GOOD             NGS
 ET0019  HISTORY     - 20070702 GOOD             GEOCAC
 ET0019
 ET0019                          STATION DESCRIPTION
 ET0019
 ET0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0019'11.3 MI S FROM CEDAR GLADE.
 ET0019'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 33, ON TOP OF CONCRETE
 ET0019'PARAPET WALL AT SOUTH END OF STEEL GIRDER RAILROAD BRIDGE OVER VERDE
 ET0019'RIVER, EAST SIDE OF TRACK.
 ET0019
 ET0019                          STATION RECOVERY (2003)
 ET0019
 ET0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0019'RAILROAD HAS BEEN REMOVED, BUT BRIDGE IS INTACT.  LOCATED WHERE BIG
 ET0019'AND LITTLE CHINO WASHES MERGE TO FORM VERDE RIVER IN A SMALL CANYON.
 ET0019'RR ALIGNMENT IS ALONG WEST SIDE OF OLD ALIGNMENT OF US HWY 89.
 ET0019
 ET0019                          STATION RECOVERY (2007)
 ET0019
 ET0019'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0835 ***********************************************************************
 DW0835  DESIGNATION -  RV 22
 DW0835  PID         -  DW0835
 DW0835  STATE/COUNTY-  AZ/LA PAZ
 DW0835  USGS QUAD   -  BOUSE NW (1990)
 DW0835
 DW0835                         *CURRENT SURVEY CONTROL
 DW0835  ___________________________________________________________________
 DW0835* NAD 83(1986)-  33 59 46.     (N)    114 08 54.     (W)     SCALED    
 DW0835* NAVD 88     -       226.81   (+/-2cm)     744.1    (feet)  VERTCON   
 DW0835  ___________________________________________________________________
 DW0835  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DW0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0835
 DW0835.The horizontal coordinates were scaled from a topographic map and have
 DW0835.an estimated accuracy of +/- 6 seconds.
 DW0835
 DW0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0835.The vertical order pertains to the NGVD 29 superseded value.
 DW0835
 DW0835.The geoid height was determined by GEOID03.
 DW0835
 DW0835;                    North         East    Units  Estimated Accuracy
 DW0835;SPC AZ W     -   332,310.      176,560.      MT  (+/- 180 meters Scaled)
 DW0835
 DW0835                          SUPERSEDED SURVEY CONTROL
 DW0835
 DW0835  NGVD 29 (??/??/??)  226.201  (m)          742.13   (f) ADJUSTED    2 0
 DW0835
 DW0835.Superseded values are not recommended for survey control.
 DW0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0835.See file dsdata.txt to determine how the superseded data were derived.
 DW0835
 DW0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT633653(NAD 83)
 DW0835_MARKER: R = RIVET
 DW0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0835_SP_SET: LAVA OUTCROP
 DW0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0835
 DW0835  HISTORY     - Date     Condition        Report By
 DW0835  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0835  HISTORY     - 1935     GOOD             NGS
 DW0835
 DW0835                          STATION DESCRIPTION
 DW0835
 DW0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0835'0.6 MI E FROM WALL.
 DW0835'ABOUT 0.6 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0835'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, 4 FEET NORTH OF
 DW0835'MILEPOST 90, 33 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 DW0835'AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0119 ***********************************************************************
 DU0119  DESIGNATION -  RV 22
 DU0119  PID         -  DU0119
 DU0119  STATE/COUNTY-  AZ/GRAHAM
 DU0119  USGS QUAD   -  DEWEY FLAT (1989)
 DU0119
 DU0119                         *CURRENT SURVEY CONTROL
 DU0119  ___________________________________________________________________
 DU0119* NAD 83(1986)-  33 12 10.     (N)    110 16 30.     (W)     SCALED    
 DU0119* NAVD 88     -       774.175  (meters)    2539.94   (feet)  ADJUSTED  
 DU0119  ___________________________________________________________________
 DU0119  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DU0119  DYNAMIC HT  -         773.140 (meters)    2536.54  (feet)  COMP
 DU0119  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 DU0119
 DU0119  VERT ORDER  -  FIRST     CLASS II
 DU0119
 DU0119.The horizontal coordinates were scaled from a topographic map and have
 DU0119.an estimated accuracy of +/- 6 seconds.
 DU0119
 DU0119.The orthometric height was determined by differential leveling
 DU0119.and adjusted in June 1991.
 DU0119
 DU0119.The geoid height was determined by GEOID03.
 DU0119
 DU0119.The dynamic height is computed by dividing the NAVD 88
 DU0119.geopotential number by the normal gravity value computed on the
 DU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0119.degrees latitude (g = 980.6199 gals.).
 DU0119
 DU0119.The modeled gravity was interpolated from observed gravity values.
 DU0119
 DU0119;                    North         East    Units  Estimated Accuracy
 DU0119;SPC AZ E     -   244,240.      203,260.      MT  (+/- 180 meters Scaled)
 DU0119
 DU0119                          SUPERSEDED SURVEY CONTROL
 DU0119
 DU0119  NGVD 29 (??/??/92)  773.609  (m)         2538.08   (f) ADJ UNCH    1 2
 DU0119
 DU0119.Superseded values are not recommended for survey control.
 DU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0119.See file dsdata.txt to determine how the superseded data were derived.
 DU0119
 DU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB675740(NAD 83)
 DU0119_MARKER: R = RIVET
 DU0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0119_SP_SET: CULVERT
 DU0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0119
 DU0119  HISTORY     - Date     Condition        Report By
 DU0119  HISTORY     - UNK      MONUMENTED       SPRR
 DU0119  HISTORY     - 1933     GOOD             NGS
 DU0119
 DU0119                          STATION DESCRIPTION
 DU0119
 DU0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0119'12.5 MI NW FROM BYLAS.
 DU0119'ON SOUTHERN PACIFIC RIGHT OF WAY, 9 FEET SOUTH OF RAILROAD
 DU0119'CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED 1182.50.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0017 ***********************************************************************
 ET0017  DESIGNATION -  RV 220
 ET0017  PID         -  ET0017
 ET0017  STATE/COUNTY-  AZ/YAVAPAI
 ET0017  USGS QUAD   -  PAULDEN (1979)
 ET0017
 ET0017                         *CURRENT SURVEY CONTROL
 ET0017  ___________________________________________________________________
 ET0017* NAD 83(1986)-  34 52 38.     (N)    112 28 00.     (W)     SCALED    
 ET0017* NAVD 88     -      1337.808  (meters)    4389.13   (feet)  POSTED    
 ET0017  ___________________________________________________________________
 ET0017  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ET0017  DYNAMIC HT  -        1336.080 (meters)    4383.46  (feet)  COMP
 ET0017  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 ET0017
 ET0017  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0017
 ET0017.The horizontal coordinates were scaled from a topographic map and have
 ET0017.an estimated accuracy of +/- 6 seconds.
 ET0017
 ET0017.The orthometric height was determined by differential leveling
 ET0017.and adjusted in November 2005.
 ET0017.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0017.rate of 0.0 thru 1.0 mm/km.
 ET0017
 ET0017.The geoid height was determined by GEOID03.
 ET0017
 ET0017.The dynamic height is computed by dividing the NAVD 88
 ET0017.geopotential number by the normal gravity value computed on the
 ET0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0017.degrees latitude (g = 980.6199 gals.).
 ET0017
 ET0017.The modeled gravity was interpolated from observed gravity values.
 ET0017
 ET0017;                    North         East    Units  Estimated Accuracy
 ET0017;SPC AZ C     -   430,090.      163,080.      MT  (+/- 180 meters Scaled)
 ET0017
 ET0017                          SUPERSEDED SURVEY CONTROL
 ET0017
 ET0017  NGVD 29 (??/??/92) 1337.051  (m)         4386.64   (f) ADJ UNCH    2 0
 ET0017
 ET0017.Superseded values are not recommended for survey control.
 ET0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0017.See file dsdata.txt to determine how the superseded data were derived.
 ET0017
 ET0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD659604(NAD 83)
 ET0017_MARKER: R = RIVET
 ET0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0017_SP_SET: CULVERT
 ET0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0017+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 ET0017
 ET0017  HISTORY     - Date     Condition        Report By
 ET0017  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0017  HISTORY     - 1933     GOOD             NGS
 ET0017  HISTORY     - 20030507 GOOD             NGS
 ET0017  HISTORY     - 20070702 GOOD             GEOCAC
 ET0017
 ET0017                          STATION DESCRIPTION
 ET0017
 ET0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0017'10.3 MI S FROM CEDAR GLADE.
 ET0017'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 32, ON TOP OF EASTERLY
 ET0017'CONCRETE HEADWALL OF 36 INCH CONCRETE PIPE RAILROAD CULVERT NO.C-32.
 ET0017
 ET0017                          STATION RECOVERY (2003)
 ET0017
 ET0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0017'RAILROAD HAS BEEN REMOVED, BUT CULVERT IS INTACT.  RR ALIGNMENT IS
 ET0017'ALONG WEST SIDE OF OLD ALIGNMENT OF US HWY 89.
 ET0017
 ET0017                          STATION RECOVERY (2007)
 ET0017
 ET0017'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0015 ***********************************************************************
 ET0015  DESIGNATION -  RV 221
 ET0015  PID         -  ET0015
 ET0015  STATE/COUNTY-  AZ/YAVAPAI
 ET0015  USGS QUAD   -  PAULDEN (1979)
 ET0015
 ET0015                         *CURRENT SURVEY CONTROL
 ET0015  ___________________________________________________________________
 ET0015* NAD 83(1986)-  34 53 34.     (N)    112 27 41.     (W)     SCALED    
 ET0015* NAVD 88     -      1346.97   (+/-2cm)    4419.2    (feet)  VERTCON   
 ET0015  ___________________________________________________________________
 ET0015  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 ET0015  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0015
 ET0015.The horizontal coordinates were scaled from a topographic map and have
 ET0015.an estimated accuracy of +/- 6 seconds.
 ET0015
 ET0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0015.The vertical order pertains to the NGVD 29 superseded value.
 ET0015
 ET0015.The geoid height was determined by GEOID03.
 ET0015
 ET0015;                    North         East    Units  Estimated Accuracy
 ET0015;SPC AZ C     -   431,820.      163,570.      MT  (+/- 180 meters Scaled)
 ET0015
 ET0015                          SUPERSEDED SURVEY CONTROL
 ET0015
 ET0015  NGVD 29 (??/??/92) 1346.173  (m)         4416.57   (f) ADJ UNCH    1 2
 ET0015
 ET0015.Superseded values are not recommended for survey control.
 ET0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0015.See file dsdata.txt to determine how the superseded data were derived.
 ET0015
 ET0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD664621(NAD 83)
 ET0015_MARKER: R = RIVET
 ET0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0015_SP_SET: CULVERT
 ET0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0015
 ET0015  HISTORY     - Date     Condition        Report By
 ET0015  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0015  HISTORY     - 1933     GOOD             NGS
 ET0015
 ET0015                          STATION DESCRIPTION
 ET0015
 ET0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0015'9.1 MI S FROM CEDAR GLADE.
 ET0015'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 31, ON TOP OF EASTERLY
 ET0015'CONCRETE HEADWALL OF DOUBLE 48 INCH CONCRETE PIPE RAILROAD CULVERT
 ET0015'NO.C-31.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0013 ***********************************************************************
 ET0013  DESIGNATION -  RV 222
 ET0013  PID         -  ET0013
 ET0013  STATE/COUNTY-  AZ/YAVAPAI
 ET0013  USGS QUAD   -  PAULDEN (1979)
 ET0013
 ET0013                         *CURRENT SURVEY CONTROL
 ET0013  ___________________________________________________________________
 ET0013* NAD 83(1986)-  34 54 13.     (N)    112 27 27.     (W)     SCALED    
 ET0013* NAVD 88     -      1353.55   (+/-2cm)    4440.8    (feet)  VERTCON   
 ET0013  ___________________________________________________________________
 ET0013  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 ET0013  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0013
 ET0013.The horizontal coordinates were scaled from a topographic map and have
 ET0013.an estimated accuracy of +/- 6 seconds.
 ET0013
 ET0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0013.The vertical order pertains to the NGVD 29 superseded value.
 ET0013
 ET0013.The geoid height was determined by GEOID03.
 ET0013
 ET0013;                    North         East    Units  Estimated Accuracy
 ET0013;SPC AZ C     -   433,020.      163,940.      MT  (+/- 180 meters Scaled)
 ET0013
 ET0013                          SUPERSEDED SURVEY CONTROL
 ET0013
 ET0013  NGVD 29 (??/??/92) 1352.749  (m)         4438.14   (f) ADJ UNCH    1 2
 ET0013
 ET0013.Superseded values are not recommended for survey control.
 ET0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0013.See file dsdata.txt to determine how the superseded data were derived.
 ET0013
 ET0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD668633(NAD 83)
 ET0013_MARKER: R = RIVET
 ET0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0013_SP_SET: CULVERT
 ET0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0013
 ET0013  HISTORY     - Date     Condition        Report By
 ET0013  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0013  HISTORY     - 1933     GOOD             NGS
 ET0013
 ET0013                          STATION DESCRIPTION
 ET0013
 ET0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0013'8.4 MI S FROM CEDAR GLADE.
 ET0013'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 30, ON TOP OF SOUTH END OF
 ET0013'EASTERLY CONCRETE HEADWALL OF 8.5 X 6.0 FT. CONCRETE BOX RAILROAD
 ET0013'CULVERT NO.C-30.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0010 ***********************************************************************
 ET0010  DESIGNATION -  RV 223
 ET0010  PID         -  ET0010
 ET0010  STATE/COUNTY-  AZ/YAVAPAI
 ET0010  USGS QUAD   -  PAULDEN (1979)
 ET0010
 ET0010                         *CURRENT SURVEY CONTROL
 ET0010  ___________________________________________________________________
 ET0010* NAD 83(1986)-  34 54 56.     (N)    112 25 55.     (W)     SCALED    
 ET0010* NAVD 88     -      1395.45   (+/-2cm)    4578.2    (feet)  VERTCON   
 ET0010  ___________________________________________________________________
 ET0010  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ET0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0010
 ET0010.The horizontal coordinates were scaled from a topographic map and have
 ET0010.an estimated accuracy of +/- 6 seconds.
 ET0010
 ET0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0010.The vertical order pertains to the NGVD 29 superseded value.
 ET0010
 ET0010.The geoid height was determined by GEOID03.
 ET0010
 ET0010;                    North         East    Units  Estimated Accuracy
 ET0010;SPC AZ C     -   434,330.      166,280.      MT  (+/- 180 meters Scaled)
 ET0010
 ET0010                          SUPERSEDED SURVEY CONTROL
 ET0010
 ET0010  NGVD 29 (??/??/92) 1394.636  (m)         4575.57   (f) ADJ UNCH    1 2
 ET0010
 ET0010.Superseded values are not recommended for survey control.
 ET0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0010.See file dsdata.txt to determine how the superseded data were derived.
 ET0010
 ET0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD691646(NAD 83)
 ET0010_MARKER: R = RIVET
 ET0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0010_SP_SET: BRIDGE
 ET0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0010
 ET0010  HISTORY     - Date     Condition        Report By
 ET0010  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0010  HISTORY     - 1933     GOOD             NGS
 ET0010
 ET0010                          STATION DESCRIPTION
 ET0010
 ET0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0010'6.4 MI S FROM CEDAR GLADE.
 ET0010'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 28, ON TOP OF NORTHERLY
 ET0010'CONCRETE PARAPET WALL OF ONE SPAN RAILROAD BRIDGE NO.A-28, EAST SIDE
 ET0010'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0009 ***********************************************************************
 ET0009  DESIGNATION -  RV 224
 ET0009  PID         -  ET0009
 ET0009  STATE/COUNTY-  AZ/YAVAPAI
 ET0009  USGS QUAD   -  PAULDEN (1979)
 ET0009
 ET0009                         *CURRENT SURVEY CONTROL
 ET0009  ___________________________________________________________________
 ET0009* NAD 83(1986)-  34 55 09.     (N)    112 24 54.     (W)     SCALED    
 ET0009* NAVD 88     -      1418.41   (+/-2cm)    4653.6    (feet)  VERTCON   
 ET0009  ___________________________________________________________________
 ET0009  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 ET0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0009
 ET0009.The horizontal coordinates were scaled from a topographic map and have
 ET0009.an estimated accuracy of +/- 6 seconds.
 ET0009
 ET0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0009.The vertical order pertains to the NGVD 29 superseded value.
 ET0009
 ET0009.The geoid height was determined by GEOID03.
 ET0009
 ET0009;                    North         East    Units  Estimated Accuracy
 ET0009;SPC AZ C     -   434,720.      167,830.      MT  (+/- 180 meters Scaled)
 ET0009
 ET0009                          SUPERSEDED SURVEY CONTROL
 ET0009
 ET0009  NGVD 29 (??/??/92) 1417.606  (m)         4650.93   (f) ADJ UNCH    1 2
 ET0009
 ET0009.Superseded values are not recommended for survey control.
 ET0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0009.See file dsdata.txt to determine how the superseded data were derived.
 ET0009
 ET0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD707649(NAD 83)
 ET0009_MARKER: R = RIVET
 ET0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0009_SP_SET: CULVERT
 ET0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0009
 ET0009  HISTORY     - Date     Condition        Report By
 ET0009  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0009  HISTORY     - 1933     GOOD             NGS
 ET0009
 ET0009                          STATION DESCRIPTION
 ET0009
 ET0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0009'5.1 MI S FROM CEDAR GLADE.
 ET0009'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 27, ON TOP OF WESTERLY
 ET0009'CONCRETE HEADWALL OF 48 INCH CONCRETE PIPE RAILROAD CULVERT NO.A-27.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0007 ***********************************************************************
 ET0007  DESIGNATION -  RV 225
 ET0007  PID         -  ET0007
 ET0007  STATE/COUNTY-  AZ/YAVAPAI
 ET0007  USGS QUAD   -  PAULDEN (1979)
 ET0007
 ET0007                         *CURRENT SURVEY CONTROL
 ET0007  ___________________________________________________________________
 ET0007* NAD 83(1986)-  34 55 40.     (N)    112 24 35.     (W)     SCALED    
 ET0007* NAVD 88     -      1424.73   (+/-2cm)    4674.3    (feet)  VERTCON   
 ET0007  ___________________________________________________________________
 ET0007  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 ET0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0007
 ET0007.The horizontal coordinates were scaled from a topographic map and have
 ET0007.an estimated accuracy of +/- 6 seconds.
 ET0007
 ET0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0007.The vertical order pertains to the NGVD 29 superseded value.
 ET0007
 ET0007.The geoid height was determined by GEOID03.
 ET0007
 ET0007;                    North         East    Units  Estimated Accuracy
 ET0007;SPC AZ C     -   435,670.      168,320.      MT  (+/- 180 meters Scaled)
 ET0007
 ET0007                          SUPERSEDED SURVEY CONTROL
 ET0007
 ET0007  NGVD 29 (??/??/92) 1423.921  (m)         4671.65   (f) ADJ UNCH    1 2
 ET0007
 ET0007.Superseded values are not recommended for survey control.
 ET0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0007.See file dsdata.txt to determine how the superseded data were derived.
 ET0007
 ET0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD712659(NAD 83)
 ET0007_MARKER: R = RIVET
 ET0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0007_SP_SET: CULVERT
 ET0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0007
 ET0007  HISTORY     - Date     Condition        Report By
 ET0007  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0007  HISTORY     - 1933     GOOD             NGS
 ET0007
 ET0007                          STATION DESCRIPTION
 ET0007
 ET0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0007'4.3 MI S FROM CEDAR GLADE.
 ET0007'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 26, ON TOP OF WESTERLY
 ET0007'CONCRETE HEADWALL OF 42 INCH CONCRETE PIPE RAILROAD CULVERT NO. B-26.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0003 ***********************************************************************
 ET0003  DESIGNATION -  RV 227
 ET0003  PID         -  ET0003
 ET0003  STATE/COUNTY-  AZ/YAVAPAI
 ET0003  USGS QUAD   -  PAULDEN (1979)
 ET0003
 ET0003                         *CURRENT SURVEY CONTROL
 ET0003  ___________________________________________________________________
 ET0003* NAD 83(1986)-  34 57 32.     (N)    112 23 31.     (W)     SCALED    
 ET0003* NAVD 88     -      1426.17   (+/-2cm)    4679.0    (feet)  VERTCON   
 ET0003  ___________________________________________________________________
 ET0003  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 ET0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0003
 ET0003.The horizontal coordinates were scaled from a topographic map and have
 ET0003.an estimated accuracy of +/- 6 seconds.
 ET0003
 ET0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0003.The vertical order pertains to the NGVD 29 superseded value.
 ET0003
 ET0003.The geoid height was determined by GEOID03.
 ET0003
 ET0003;                    North         East    Units  Estimated Accuracy
 ET0003;SPC AZ C     -   439,120.      169,960.      MT  (+/- 180 meters Scaled)
 ET0003
 ET0003                          SUPERSEDED SURVEY CONTROL
 ET0003
 ET0003  NGVD 29 (??/??/92) 1425.352  (m)         4676.34   (f) ADJ UNCH    1 2
 ET0003
 ET0003.Superseded values are not recommended for survey control.
 ET0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0003.See file dsdata.txt to determine how the superseded data were derived.
 ET0003
 ET0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD729693(NAD 83)
 ET0003_MARKER: R = RIVET
 ET0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0003_SP_SET: CULVERT
 ET0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0003
 ET0003  HISTORY     - Date     Condition        Report By
 ET0003  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0003  HISTORY     - 1933     GOOD             NGS
 ET0003
 ET0003                          STATION DESCRIPTION
 ET0003
 ET0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0003'2.1 MI S FROM CEDAR GLADE.
 ET0003'ON A. T. AND S. F. RIGHT OF WAY, IN MILE 24, ON TOP OF SOUTH END OF
 ET0003'EASTERLY CONCRETE HEADWALL OF DOUBLE 6 X 5 FT. CONCRETE BOX RAILROAD
 ET0003'CULVERT NO.A-24.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0090 ***********************************************************************
 FR0090  DESIGNATION -  RV 228
 FR0090  PID         -  FR0090
 FR0090  STATE/COUNTY-  AZ/COCONINO
 FR0090  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0090
 FR0090                         *CURRENT SURVEY CONTROL
 FR0090  ___________________________________________________________________
 FR0090* NAD 83(1986)-  35 15 24.     (N)    112 10 49.     (W)     SCALED    
 FR0090* NAVD 88     -      2057.084  (meters)    6748.95   (feet)  ADJUSTED  
 FR0090  ___________________________________________________________________
 FR0090  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 FR0090  DYNAMIC HT  -        2054.202 (meters)    6739.49  (feet)  COMP
 FR0090  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 FR0090
 FR0090  VERT ORDER  -  FIRST     CLASS II
 FR0090
 FR0090.The horizontal coordinates were scaled from a topographic map and have
 FR0090.an estimated accuracy of +/- 6 seconds.
 FR0090
 FR0090.The orthometric height was determined by differential leveling
 FR0090.and adjusted in June 1991.
 FR0090
 FR0090.The geoid height was determined by GEOID03.
 FR0090
 FR0090.The dynamic height is computed by dividing the NAVD 88
 FR0090.geopotential number by the normal gravity value computed on the
 FR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0090.degrees latitude (g = 980.6199 gals.).
 FR0090
 FR0090.The modeled gravity was interpolated from observed gravity values.
 FR0090
 FR0090;                    North         East    Units  Estimated Accuracy
 FR0090;SPC AZ C     -   472,080.      189,370.      MT  (+/- 180 meters Scaled)
 FR0090
 FR0090                          SUPERSEDED SURVEY CONTROL
 FR0090
 FR0090  NGVD 29 (??/??/92) 2056.102  (m)         6745.73   (f) ADJ UNCH    1 2
 FR0090
 FR0090.Superseded values are not recommended for survey control.
 FR0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0090.See file dsdata.txt to determine how the superseded data were derived.
 FR0090
 FR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE926021(NAD 83)
 FR0090_MARKER: P = PIPE CAP
 FR0090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0090_MARK LOGO: ATSFRR
 FR0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0090+STABILITY: SURFACE MOTION
 FR0090
 FR0090  HISTORY     - Date     Condition        Report By
 FR0090  HISTORY     - 1934     MONUMENTED       ATSFRR
 FR0090  HISTORY     - 1934     GOOD             NGS
 FR0090  HISTORY     - 1982     GOOD             NGS
 FR0090
 FR0090                          STATION DESCRIPTION
 FR0090
 FR0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0090'0.75 MI E FROM WILLIAMS.
 FR0090'3/4 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0090'STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 0 ON THE GRAND
 FR0090'CANYON BRANCH, ABOUT 200 FEET EAST OF THE MAIN TRACK, ON THE SOUTH LEG
 FR0090'OF THE WYE, AT A CONCRETE PIPE CULVERT, AND IN THE CENTER OF THE TOP
 FR0090'OF THE NORTH CONCRETE HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 FR0090
 FR0090                          STATION RECOVERY (1982)
 FR0090
 FR0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0090'1.3 KM (0.8 MI) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0090'RAILROAD FROM THE STATION IN WILLIAMS, IN TOP OF THE CENTER OF THE
 FR0090'NORTH HEADWALL OF A 1932 CULVERT UNDER THE SOUTH LEG OF A TRIANGLE
 FR0090'FORMED BY THE MAIN LINE AND A LINE LEADING NORTH TO GRAND CANYON, 61
 FR0090'METERS (200 FT) EAST OF THE MAIN TRACKS, 3.0 METERS (10 FT) NORTH OF
 FR0090'THE NORTH RAIL OF THE SOUTH LEG.
 FR0090'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0091 ***********************************************************************
 FR0091  DESIGNATION -  RV 229
 FR0091  PID         -  FR0091
 FR0091  STATE/COUNTY-  AZ/COCONINO
 FR0091  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0091
 FR0091                         *CURRENT SURVEY CONTROL
 FR0091  ___________________________________________________________________
 FR0091* NAD 83(1986)-  35 16 06.     (N)    112 10 57.     (W)     SCALED    
 FR0091* NAVD 88     -      2049.619  (meters)    6724.46   (feet)  ADJUSTED  
 FR0091  ___________________________________________________________________
 FR0091  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FR0091  DYNAMIC HT  -        2046.752 (meters)    6715.05  (feet)  COMP
 FR0091  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 FR0091
 FR0091  VERT ORDER  -  FIRST     CLASS II
 FR0091
 FR0091.The horizontal coordinates were scaled from a topographic map and have
 FR0091.an estimated accuracy of +/- 6 seconds.
 FR0091
 FR0091.The orthometric height was determined by differential leveling
 FR0091.and adjusted in June 1991.
 FR0091
 FR0091.The geoid height was determined by GEOID03.
 FR0091
 FR0091.The dynamic height is computed by dividing the NAVD 88
 FR0091.geopotential number by the normal gravity value computed on the
 FR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0091.degrees latitude (g = 980.6199 gals.).
 FR0091
 FR0091.The modeled gravity was interpolated from observed gravity values.
 FR0091
 FR0091;                    North         East    Units  Estimated Accuracy
 FR0091;SPC AZ C     -   473,370.      189,170.      MT  (+/- 180 meters Scaled)
 FR0091
 FR0091                          SUPERSEDED SURVEY CONTROL
 FR0091
 FR0091  NGVD 29 (??/??/92) 2048.627  (m)         6721.20   (f) ADJ UNCH    1 2
 FR0091
 FR0091.Superseded values are not recommended for survey control.
 FR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0091.See file dsdata.txt to determine how the superseded data were derived.
 FR0091
 FR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE924034(NAD 83)
 FR0091_MARKER: R = RIVET
 FR0091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0091_MARK LOGO: ATSFRR
 FR0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0091+STABILITY: SURFACE MOTION
 FR0091
 FR0091  HISTORY     - Date     Condition        Report By
 FR0091  HISTORY     - 1934     MONUMENTED       ATSFRR
 FR0091  HISTORY     - 1934     GOOD             NGS
 FR0091  HISTORY     - 1982     GOOD             NGS
 FR0091
 FR0091                          STATION DESCRIPTION
 FR0091
 FR0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0091'1.75 MI N FROM WILLIAMS.
 FR0091'1-3/4 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0091'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 1.1, AT BRIDGE 2
 FR0091'A, IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL, AND 6.7 FEET WEST OF
 FR0091'THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 FR0091
 FR0091                          STATION RECOVERY (1982)
 FR0091
 FR0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0091'2.7 KM (1.7 MI) NORTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0091'RAILROAD FROM THE STATION IN WILLIAMS, 0.3 KM (0.2 MI) NORTH OF
 FR0091'INTERSTATE HIGHWAY 40 OVERPASS, 0.3 KM (0.2 MI) SOUTH OF THE ATCHISON,
 FR0091'TOPEKA, AND SANTA FE RAILROAD TUNNEL TYPE OVERPASS, AT A BRIDGE OVER A
 FR0091'WASH, IN TOP OF THE SOUTH ABUTMENT, 0.3 METER (1.0 FT) EAST OF THE
 FR0091'WEST END, 1.5 METERS (5 FT) WEST OF THE WEST RAIL.
 FR0091'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0833 ***********************************************************************
 DW0833  DESIGNATION -  RV 23
 DW0833  PID         -  DW0833
 DW0833  STATE/COUNTY-  AZ/LA PAZ
 DW0833  USGS QUAD   -  BOUSE NW (1990)
 DW0833
 DW0833                         *CURRENT SURVEY CONTROL
 DW0833  ___________________________________________________________________
 DW0833* NAD 83(1986)-  33 59 41.     (N)    114 08 15.     (W)     SCALED    
 DW0833* NAVD 88     -       226.34   (+/-2cm)     742.6    (feet)  VERTCON   
 DW0833  ___________________________________________________________________
 DW0833  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DW0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0833
 DW0833.The horizontal coordinates were scaled from a topographic map and have
 DW0833.an estimated accuracy of +/- 6 seconds.
 DW0833
 DW0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0833.The vertical order pertains to the NGVD 29 superseded value.
 DW0833
 DW0833.The geoid height was determined by GEOID03.
 DW0833
 DW0833;                    North         East    Units  Estimated Accuracy
 DW0833;SPC AZ W     -   332,150.      177,560.      MT  (+/- 180 meters Scaled)
 DW0833
 DW0833                          SUPERSEDED SURVEY CONTROL
 DW0833
 DW0833  NGVD 29 (??/??/??)  225.728  (m)          740.58   (f) ADJUSTED    2 0
 DW0833
 DW0833.Superseded values are not recommended for survey control.
 DW0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0833.See file dsdata.txt to determine how the superseded data were derived.
 DW0833
 DW0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT644652(NAD 83)
 DW0833_MARKER: R = RIVET
 DW0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0833_SP_SET: HEADWALL
 DW0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0833
 DW0833  HISTORY     - Date     Condition        Report By
 DW0833  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0833  HISTORY     - 1935     GOOD             NGS
 DW0833
 DW0833                          STATION DESCRIPTION
 DW0833
 DW0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0833'1.2 MI E FROM WALL.
 DW0833'ABOUT 1.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0833'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 605 YARDS
 DW0833'(55 RAILS) WEST OF MILEPOST 89, AT A DOUBLE 48-INCH CONCRETE-PIPE
 DW0833'CULVERT, AND IN THE TOP OF THE SOUTH HEAD WALL.  A STANDARD
 DW0833'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0120 ***********************************************************************
 DU0120  DESIGNATION -  RV 23
 DU0120  PID         -  DU0120
 DU0120  STATE/COUNTY-  AZ/GRAHAM
 DU0120  USGS QUAD   -  DEWEY FLAT (1989)
 DU0120
 DU0120                         *CURRENT SURVEY CONTROL
 DU0120  ___________________________________________________________________
 DU0120* NAD 83(1986)-  33 12 12.     (N)    110 16 55.     (W)     SCALED    
 DU0120* NAVD 88     -       772.893  (meters)    2535.73   (feet)  ADJUSTED  
 DU0120  ___________________________________________________________________
 DU0120  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DU0120  DYNAMIC HT  -         771.859 (meters)    2532.34  (feet)  COMP
 DU0120  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 DU0120
 DU0120  VERT ORDER  -  FIRST     CLASS II
 DU0120
 DU0120.The horizontal coordinates were scaled from a topographic map and have
 DU0120.an estimated accuracy of +/- 6 seconds.
 DU0120
 DU0120.The orthometric height was determined by differential leveling
 DU0120.and adjusted in June 1991.
 DU0120
 DU0120.The geoid height was determined by GEOID03.
 DU0120
 DU0120.The dynamic height is computed by dividing the NAVD 88
 DU0120.geopotential number by the normal gravity value computed on the
 DU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0120.degrees latitude (g = 980.6199 gals.).
 DU0120
 DU0120.The modeled gravity was interpolated from observed gravity values.
 DU0120
 DU0120;                    North         East    Units  Estimated Accuracy
 DU0120;SPC AZ E     -   244,310.      202,610.      MT  (+/- 180 meters Scaled)
 DU0120
 DU0120                          SUPERSEDED SURVEY CONTROL
 DU0120
 DU0120  NGVD 29 (??/??/92)  772.326  (m)         2533.87   (f) ADJ UNCH    1 2
 DU0120
 DU0120.Superseded values are not recommended for survey control.
 DU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0120.See file dsdata.txt to determine how the superseded data were derived.
 DU0120
 DU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB669740(NAD 83)
 DU0120_MARKER: R = RIVET
 DU0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0120_SP_SET: CULVERT
 DU0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0120
 DU0120  HISTORY     - Date     Condition        Report By
 DU0120  HISTORY     - UNK      MONUMENTED       SPRR
 DU0120  HISTORY     - 1933     GOOD             NGS
 DU0120
 DU0120                          STATION DESCRIPTION
 DU0120
 DU0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0120'12.9 MI NW FROM BYLAS.
 DU0120'ON SOUTHERN PACIFIC RIGHT OF WAY, 800 FEET EAST OF MILEPOST 1183, 21
 DU0120'FEET NORTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0120'1182.85.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0093 ***********************************************************************
 FR0093  DESIGNATION -  RV 230
 FR0093  PID         -  FR0093
 FR0093  STATE/COUNTY-  AZ/COCONINO
 FR0093  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0093
 FR0093                         *CURRENT SURVEY CONTROL
 FR0093  ___________________________________________________________________
 FR0093* NAD 83(1986)-  35 17 35.     (N)    112 10 52.     (W)     SCALED    
 FR0093* NAVD 88     -      2043.339  (meters)    6703.85   (feet)  POSTED    
 FR0093  ___________________________________________________________________
 FR0093  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FR0093  DYNAMIC HT  -        2040.490 (meters)    6694.51  (feet)  COMP
 FR0093  MODELED GRAV-     979,164.7   (mgal)                       NAVD 88
 FR0093
 FR0093  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0093
 FR0093.The horizontal coordinates were scaled from a topographic map and have
 FR0093.an estimated accuracy of +/- 6 seconds.
 FR0093
 FR0093.The orthometric height was determined by differential leveling
 FR0093.and adjusted by the  in 1992.
 FR0093.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0093.rate of 0.0 thru 1.0 mm/km.
 FR0093
 FR0093.The geoid height was determined by GEOID03.
 FR0093
 FR0093.The dynamic height is computed by dividing the NAVD 88
 FR0093.geopotential number by the normal gravity value computed on the
 FR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0093.degrees latitude (g = 980.6199 gals.).
 FR0093
 FR0093.The modeled gravity was interpolated from observed gravity values.
 FR0093
 FR0093;                    North         East    Units  Estimated Accuracy
 FR0093;SPC AZ C     -   476,120.      189,310.      MT  (+/- 180 meters Scaled)
 FR0093
 FR0093                          SUPERSEDED SURVEY CONTROL
 FR0093
 FR0093  NGVD 29 (??/??/92) 2042.352  (m)         6700.62   (f) ADJ UNCH    2 0
 FR0093
 FR0093.Superseded values are not recommended for survey control.
 FR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0093.See file dsdata.txt to determine how the superseded data were derived.
 FR0093
 FR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE926061(NAD 83)
 FR0093_MARKER: R = RIVET
 FR0093_SETTING: 80 = SET IN A BOULDER
 FR0093_SP_SET: BOULDER
 FR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0093+STABILITY: SURFACE MOTION
 FR0093
 FR0093  HISTORY     - Date     Condition        Report By
 FR0093  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0093  HISTORY     - 1934     GOOD             NGS
 FR0093
 FR0093                          STATION DESCRIPTION
 FR0093
 FR0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0093'3.5 MI N FROM WILLIAMS.
 FR0093'3-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0093'THE STATION AT WILLIAMS, COCONINO COUNTY, 9.5 FEET NORTH OF THE NINTH
 FR0093'POLE OF MILEAGE 2-1/2, 47.8 FEET WEST OF THE CENTER LINE OF THE TRACK,
 FR0093'AND IN THE TOP OF A LAVA BOULDER.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0095 ***********************************************************************
 FR0095  DESIGNATION -  RV 231
 FR0095  PID         -  FR0095
 FR0095  STATE/COUNTY-  AZ/COCONINO
 FR0095  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0095
 FR0095                         *CURRENT SURVEY CONTROL
 FR0095  ___________________________________________________________________
 FR0095* NAD 83(1986)-  35 19 49.     (N)    112 10 47.     (W)     SCALED    
 FR0095* NAVD 88     -      1999.095  (meters)    6558.70   (feet)  POSTED    
 FR0095  ___________________________________________________________________
 FR0095  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 FR0095  DYNAMIC HT  -        1996.320 (meters)    6549.59  (feet)  COMP
 FR0095  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 FR0095
 FR0095  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0095
 FR0095.The horizontal coordinates were scaled from a topographic map and have
 FR0095.an estimated accuracy of +/- 6 seconds.
 FR0095
 FR0095.The orthometric height was determined by differential leveling
 FR0095.and adjusted by the  in 1992.
 FR0095.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0095.rate of 0.0 thru 1.0 mm/km.
 FR0095
 FR0095.The geoid height was determined by GEOID03.
 FR0095
 FR0095.The dynamic height is computed by dividing the NAVD 88
 FR0095.geopotential number by the normal gravity value computed on the
 FR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0095.degrees latitude (g = 980.6199 gals.).
 FR0095
 FR0095.The modeled gravity was interpolated from observed gravity values.
 FR0095
 FR0095;                    North         East    Units  Estimated Accuracy
 FR0095;SPC AZ C     -   480,250.      189,450.      MT  (+/- 180 meters Scaled)
 FR0095
 FR0095                          SUPERSEDED SURVEY CONTROL
 FR0095
 FR0095  NGVD 29 (??/??/92) 1998.116  (m)         6555.49   (f) ADJ UNCH    2 0
 FR0095
 FR0095.Superseded values are not recommended for survey control.
 FR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0095.See file dsdata.txt to determine how the superseded data were derived.
 FR0095
 FR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE927103(NAD 83)
 FR0095_MARKER: R = RIVET
 FR0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0095_SP_SET: FOOTING
 FR0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0095
 FR0095  HISTORY     - Date     Condition        Report By
 FR0095  HISTORY     - UNK      MONUMENTED       CGS
 FR0095  HISTORY     - 1934     GOOD             NGS
 FR0095
 FR0095                          STATION DESCRIPTION
 FR0095
 FR0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0095'6.25 MI N FROM WILLIAMS.
 FR0095'6-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0095'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 5-1/2, AT BRIDGE
 FR0095'6 A, IN THE TOP OF THE CONCRETE FOOTING OF BENT 1, AND 7.2 FEET WEST
 FR0095'OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0098 ***********************************************************************
 FR0098  DESIGNATION -  RV 232
 FR0098  PID         -  FR0098
 FR0098  STATE/COUNTY-  AZ/COCONINO
 FR0098  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0098
 FR0098                         *CURRENT SURVEY CONTROL
 FR0098  ___________________________________________________________________
 FR0098* NAD 83(1986)-  35 22 23.     (N)    112 09 47.     (W)     SCALED    
 FR0098* NAVD 88     -      1979.458  (meters)    6494.27   (feet)  POSTED    
 FR0098  ___________________________________________________________________
 FR0098  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0098  DYNAMIC HT  -        1976.720 (meters)    6485.29  (feet)  COMP
 FR0098  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 FR0098
 FR0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0098
 FR0098.The horizontal coordinates were scaled from a topographic map and have
 FR0098.an estimated accuracy of +/- 6 seconds.
 FR0098
 FR0098.The orthometric height was determined by differential leveling
 FR0098.and adjusted by the  in 1992.
 FR0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0098.rate of 0.0 thru 1.0 mm/km.
 FR0098
 FR0098.The geoid height was determined by GEOID03.
 FR0098
 FR0098.The dynamic height is computed by dividing the NAVD 88
 FR0098.geopotential number by the normal gravity value computed on the
 FR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0098.degrees latitude (g = 980.6199 gals.).
 FR0098
 FR0098.The modeled gravity was interpolated from observed gravity values.
 FR0098
 FR0098;                    North         East    Units  Estimated Accuracy
 FR0098;SPC AZ C     -   484,990.      190,970.      MT  (+/- 180 meters Scaled)
 FR0098
 FR0098                          SUPERSEDED SURVEY CONTROL
 FR0098
 FR0098  NGVD 29 (??/??/92) 1978.484  (m)         6491.08   (f) ADJ UNCH    2 0
 FR0098
 FR0098.Superseded values are not recommended for survey control.
 FR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0098.See file dsdata.txt to determine how the superseded data were derived.
 FR0098
 FR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE943150(NAD 83)
 FR0098_MARKER: R = RIVET
 FR0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0098_SP_SET: FOOTING
 FR0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0098+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0098
 FR0098  HISTORY     - Date     Condition        Report By
 FR0098  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0098  HISTORY     - 1934     GOOD             NGS
 FR0098  HISTORY     - 1987     GOOD             USPSQD
 FR0098  HISTORY     - 20000715 GOOD             AZDT
 FR0098
 FR0098                          STATION DESCRIPTION
 FR0098
 FR0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0098'9.5 MI N FROM WILLIAMS.
 FR0098'9-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0098'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 0.2 MILE NORTH OF RED
 FR0098'LAKE, AT MILEAGE 8.8 AT BRIDGE 9 A, IN THE TOP OF THE CONCRETE
 FR0098'FOOTING, 14 FEET NORTH OF THE SOUTH END,  AND 8.6 FEET EAST OF THE
 FR0098'CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 FR0098
 FR0098                          STATION RECOVERY (1987)
 FR0098
 FR0098'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 FR0098'RECOVERED IN GOOD CONDITION.
 FR0098
 FR0098                          STATION RECOVERY (2000)
 FR0098
 FR0098'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0099 ***********************************************************************
 FR0099  DESIGNATION -  RV 233
 FR0099  PID         -  FR0099
 FR0099  STATE/COUNTY-  AZ/COCONINO
 FR0099  USGS QUAD   -  HOWARD MESA (1989)
 FR0099
 FR0099                         *CURRENT SURVEY CONTROL
 FR0099  ___________________________________________________________________
 FR0099* NAD 83(1986)-  35 23 17.     (N)    112 09 56.     (W)     SCALED    
 FR0099* NAVD 88     -      1967.706  (meters)    6455.72   (feet)  POSTED    
 FR0099  ___________________________________________________________________
 FR0099  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0099  DYNAMIC HT  -        1964.990 (meters)    6446.80  (feet)  COMP
 FR0099  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 FR0099
 FR0099  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0099
 FR0099.The horizontal coordinates were scaled from a topographic map and have
 FR0099.an estimated accuracy of +/- 6 seconds.
 FR0099
 FR0099.The orthometric height was determined by differential leveling
 FR0099.and adjusted by the  in 1992.
 FR0099.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0099.rate of 0.0 thru 1.0 mm/km.
 FR0099
 FR0099.The geoid height was determined by GEOID03.
 FR0099
 FR0099.The dynamic height is computed by dividing the NAVD 88
 FR0099.geopotential number by the normal gravity value computed on the
 FR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0099.degrees latitude (g = 980.6199 gals.).
 FR0099
 FR0099.The modeled gravity was interpolated from observed gravity values.
 FR0099
 FR0099;                    North         East    Units  Estimated Accuracy
 FR0099;SPC AZ C     -   486,650.      190,750.      MT  (+/- 180 meters Scaled)
 FR0099
 FR0099                          SUPERSEDED SURVEY CONTROL
 FR0099
 FR0099  NGVD 29 (??/??/92) 1966.737  (m)         6452.54   (f) ADJ UNCH    2 0
 FR0099
 FR0099.Superseded values are not recommended for survey control.
 FR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0099.See file dsdata.txt to determine how the superseded data were derived.
 FR0099
 FR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE941167(NAD 83)
 FR0099_MARKER: R = RIVET
 FR0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0099_SP_SET: BRIDGE
 FR0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0099
 FR0099  HISTORY     - Date     Condition        Report By
 FR0099  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0099  HISTORY     - 1934     GOOD             NGS
 FR0099
 FR0099                          STATION DESCRIPTION
 FR0099
 FR0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0099'10.5 MI N FROM WILLIAMS.
 FR0099'10-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0099'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 9.8, AT
 FR0099'BRIDGE 10 A, IN THE TOP OF THE CONCRETE FOOTING OF BENT 2, 14 FEET
 FR0099'NORTH OF THE SOUTH END, AND 8.4 FEET WEST OF THE CENTER LINE OF THE
 FR0099'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0101 ***********************************************************************
 FR0101  DESIGNATION -  RV 234
 FR0101  PID         -  FR0101
 FR0101  STATE/COUNTY-  AZ/COCONINO
 FR0101  USGS QUAD   -  HOWARD MESA (1989)
 FR0101
 FR0101                         *CURRENT SURVEY CONTROL
 FR0101  ___________________________________________________________________
 FR0101* NAD 83(1986)-  35 24 14.     (N)    112 10 37.     (W)     SCALED    
 FR0101* NAVD 88     -      1956.312  (meters)    6418.33   (feet)  POSTED    
 FR0101  ___________________________________________________________________
 FR0101  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FR0101  DYNAMIC HT  -        1953.630 (meters)    6409.53  (feet)  COMP
 FR0101  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 FR0101
 FR0101  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0101
 FR0101.The horizontal coordinates were scaled from a topographic map and have
 FR0101.an estimated accuracy of +/- 6 seconds.
 FR0101
 FR0101.The orthometric height was determined by differential leveling
 FR0101.and adjusted by the  in 1992.
 FR0101.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0101.rate of 0.0 thru 1.0 mm/km.
 FR0101
 FR0101.The geoid height was determined by GEOID03.
 FR0101
 FR0101.The dynamic height is computed by dividing the NAVD 88
 FR0101.geopotential number by the normal gravity value computed on the
 FR0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0101.degrees latitude (g = 980.6199 gals.).
 FR0101
 FR0101.The modeled gravity was interpolated from observed gravity values.
 FR0101
 FR0101;                    North         East    Units  Estimated Accuracy
 FR0101;SPC AZ C     -   488,410.      189,720.      MT  (+/- 180 meters Scaled)
 FR0101
 FR0101                          SUPERSEDED SURVEY CONTROL
 FR0101
 FR0101  NGVD 29 (??/??/92) 1955.360  (m)         6415.21   (f) ADJ UNCH    2 0
 FR0101
 FR0101.Superseded values are not recommended for survey control.
 FR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0101.See file dsdata.txt to determine how the superseded data were derived.
 FR0101
 FR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE931184(NAD 83)
 FR0101_MARKER: R = RIVET
 FR0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0101_SP_SET: BRIDGE
 FR0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0101
 FR0101  HISTORY     - Date     Condition        Report By
 FR0101  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0101  HISTORY     - 1934     GOOD             NGS
 FR0101
 FR0101                          STATION DESCRIPTION
 FR0101
 FR0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0101'11.75 MI N FROM WILLIAMS.
 FR0101'11.75 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0101'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 11.1 AT BRIDGE 12
 FR0101'A, IN THE TOP OF THE SOUTH PARAPET WALL, AND 8.3 FEET WEST OF THE
 FR0101'CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0104 ***********************************************************************
 FR0104  DESIGNATION -  RV 235
 FR0104  PID         -  FR0104
 FR0104  STATE/COUNTY-  AZ/COCONINO
 FR0104  USGS QUAD   -  HOWARD MESA (1989)
 FR0104
 FR0104                         *CURRENT SURVEY CONTROL
 FR0104  ___________________________________________________________________
 FR0104* NAD 83(1986)-  35 26 50.     (N)    112 10 39.     (W)     SCALED    
 FR0104* NAVD 88     -      1883.752  (meters)    6180.28   (feet)  POSTED    
 FR0104  ___________________________________________________________________
 FR0104  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0104  DYNAMIC HT  -        1881.180 (meters)    6171.84  (feet)  COMP
 FR0104  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 FR0104
 FR0104  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0104
 FR0104.The horizontal coordinates were scaled from a topographic map and have
 FR0104.an estimated accuracy of +/- 6 seconds.
 FR0104
 FR0104.The orthometric height was determined by differential leveling
 FR0104.and adjusted by the  in 1992.
 FR0104.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0104.rate of 0.0 thru 1.0 mm/km.
 FR0104
 FR0104.The geoid height was determined by GEOID03.
 FR0104
 FR0104.The dynamic height is computed by dividing the NAVD 88
 FR0104.geopotential number by the normal gravity value computed on the
 FR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0104.degrees latitude (g = 980.6199 gals.).
 FR0104
 FR0104.The modeled gravity was interpolated from observed gravity values.
 FR0104
 FR0104;                    North         East    Units  Estimated Accuracy
 FR0104;SPC AZ C     -   493,220.      189,680.      MT  (+/- 180 meters Scaled)
 FR0104
 FR0104                          SUPERSEDED SURVEY CONTROL
 FR0104
 FR0104  NGVD 29 (??/??/92) 1882.805  (m)         6177.17   (f) ADJ UNCH    2 0
 FR0104
 FR0104.Superseded values are not recommended for survey control.
 FR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0104.See file dsdata.txt to determine how the superseded data were derived.
 FR0104
 FR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE931232(NAD 83)
 FR0104_MARKER: R = RIVET
 FR0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0104_SP_SET: WALL
 FR0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0104
 FR0104  HISTORY     - Date     Condition        Report By
 FR0104  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0104  HISTORY     - 1934     GOOD             NGS
 FR0104
 FR0104                          STATION DESCRIPTION
 FR0104
 FR0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0104'15.0 MI N FROM WILLIAMS.
 FR0104'15.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0104'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 14.3, AT BRIDGE A
 FR0104'15, IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL, AND 7.6 FEET WEST
 FR0104'OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0106 ***********************************************************************
 FR0106  DESIGNATION -  RV 236
 FR0106  PID         -  FR0106
 FR0106  STATE/COUNTY-  AZ/COCONINO
 FR0106  USGS QUAD   -  HOWARD MESA (1989)
 FR0106
 FR0106                         *CURRENT SURVEY CONTROL
 FR0106  ___________________________________________________________________
 FR0106* NAD 83(1986)-  35 27 56.     (N)    112 10 58.     (W)     SCALED    
 FR0106* NAVD 88     -      1857.527  (meters)    6094.24   (feet)  POSTED    
 FR0106  ___________________________________________________________________
 FR0106  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0106  DYNAMIC HT  -        1855.000 (meters)    6085.95  (feet)  COMP
 FR0106  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 FR0106
 FR0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0106
 FR0106.The horizontal coordinates were scaled from a topographic map and have
 FR0106.an estimated accuracy of +/- 6 seconds.
 FR0106
 FR0106.The orthometric height was determined by differential leveling
 FR0106.and adjusted by the  in 1992.
 FR0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0106.rate of 0.0 thru 1.0 mm/km.
 FR0106
 FR0106.The geoid height was determined by GEOID03.
 FR0106
 FR0106.The dynamic height is computed by dividing the NAVD 88
 FR0106.geopotential number by the normal gravity value computed on the
 FR0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0106.degrees latitude (g = 980.6199 gals.).
 FR0106
 FR0106.The modeled gravity was interpolated from observed gravity values.
 FR0106
 FR0106;                    North         East    Units  Estimated Accuracy
 FR0106;SPC AZ C     -   495,250.      189,210.      MT  (+/- 180 meters Scaled)
 FR0106
 FR0106                          SUPERSEDED SURVEY CONTROL
 FR0106
 FR0106  NGVD 29 (??/??/92) 1856.589  (m)         6091.16   (f) ADJ UNCH    2 0
 FR0106
 FR0106.Superseded values are not recommended for survey control.
 FR0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0106.See file dsdata.txt to determine how the superseded data were derived.
 FR0106
 FR0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE926253(NAD 83)
 FR0106_MARKER: R = RIVET
 FR0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0106_SP_SET: WALL
 FR0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0106
 FR0106  HISTORY     - Date     Condition        Report By
 FR0106  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0106  HISTORY     - 1934     GOOD             NGS
 FR0106
 FR0106                          STATION DESCRIPTION
 FR0106
 FR0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0106'16.25 MI N FROM WILLIAMS.
 FR0106'16-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0106'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 15.6, AT
 FR0106'BRIDGE A 16, IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL, AND 8.6
 FR0106'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 FR0106'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0108 ***********************************************************************
 FR0108  DESIGNATION -  RV 237
 FR0108  PID         -  FR0108
 FR0108  STATE/COUNTY-  AZ/COCONINO
 FR0108  USGS QUAD   -  HOWARD MESA (1989)
 FR0108
 FR0108                         *CURRENT SURVEY CONTROL
 FR0108  ___________________________________________________________________
 FR0108* NAD 83(1986)-  35 29 09.     (N)    112 11 17.     (W)     SCALED    
 FR0108* NAVD 88     -      1834.949  (meters)    6020.16   (feet)  POSTED    
 FR0108  ___________________________________________________________________
 FR0108  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0108  DYNAMIC HT  -        1832.470 (meters)    6012.03  (feet)  COMP
 FR0108  MODELED GRAV-     979,214.7   (mgal)                       NAVD 88
 FR0108
 FR0108  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0108
 FR0108.The horizontal coordinates were scaled from a topographic map and have
 FR0108.an estimated accuracy of +/- 6 seconds.
 FR0108
 FR0108.The orthometric height was determined by differential leveling
 FR0108.and adjusted by the  in 1992.
 FR0108.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0108.rate of 0.0 thru 1.0 mm/km.
 FR0108
 FR0108.The geoid height was determined by GEOID03.
 FR0108
 FR0108.The dynamic height is computed by dividing the NAVD 88
 FR0108.geopotential number by the normal gravity value computed on the
 FR0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0108.degrees latitude (g = 980.6199 gals.).
 FR0108
 FR0108.The modeled gravity was interpolated from observed gravity values.
 FR0108
 FR0108;                    North         East    Units  Estimated Accuracy
 FR0108;SPC AZ C     -   497,500.      188,740.      MT  (+/- 180 meters Scaled)
 FR0108
 FR0108                          SUPERSEDED SURVEY CONTROL
 FR0108
 FR0108  NGVD 29 (??/??/92) 1834.031  (m)         6017.15   (f) ADJ UNCH    2 0
 FR0108
 FR0108.Superseded values are not recommended for survey control.
 FR0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0108.See file dsdata.txt to determine how the superseded data were derived.
 FR0108
 FR0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE922275(NAD 83)
 FR0108_MARKER: R = RIVET
 FR0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0108_SP_SET: FOOTING
 FR0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0108
 FR0108  HISTORY     - Date     Condition        Report By
 FR0108  HISTORY     - UNK      MONUMENTED       CGS
 FR0108  HISTORY     - 1934     GOOD             NGS
 FR0108
 FR0108                          STATION DESCRIPTION
 FR0108
 FR0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0108'17.5 MI N FROM WILLIAMS.
 FR0108'17.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0108'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 17, AT BRIDGE 17
 FR0108'B, IN THE TOP OF CONCRETE FOOTING OF BENT 2, 14 FEET NORTH OF THE
 FR0108'SOUTH END, AND 8.4 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 FR0108'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0110 ***********************************************************************
 FR0110  DESIGNATION -  RV 238
 FR0110  PID         -  FR0110
 FR0110  STATE/COUNTY-  AZ/COCONINO
 FR0110  USGS QUAD   -  HOWARD LAKE (1989)
 FR0110
 FR0110                         *CURRENT SURVEY CONTROL
 FR0110  ___________________________________________________________________
 FR0110* NAD 83(1986)-  35 30 09.     (N)    112 11 54.     (W)     SCALED    
 FR0110* NAVD 88     -      1846.904  (meters)    6059.38   (feet)  POSTED    
 FR0110  ___________________________________________________________________
 FR0110  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0110  DYNAMIC HT  -        1844.420 (meters)    6051.23  (feet)  COMP
 FR0110  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 FR0110
 FR0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0110
 FR0110.The horizontal coordinates were scaled from a topographic map and have
 FR0110.an estimated accuracy of +/- 6 seconds.
 FR0110
 FR0110.The orthometric height was determined by differential leveling
 FR0110.and adjusted by the  in 1992.
 FR0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0110.rate of 0.0 thru 1.0 mm/km.
 FR0110
 FR0110.The geoid height was determined by GEOID03.
 FR0110
 FR0110.The dynamic height is computed by dividing the NAVD 88
 FR0110.geopotential number by the normal gravity value computed on the
 FR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0110.degrees latitude (g = 980.6199 gals.).
 FR0110
 FR0110.The modeled gravity was interpolated from observed gravity values.
 FR0110
 FR0110;                    North         East    Units  Estimated Accuracy
 FR0110;SPC AZ C     -   499,360.      187,810.      MT  (+/- 180 meters Scaled)
 FR0110
 FR0110                          SUPERSEDED SURVEY CONTROL
 FR0110
 FR0110  NGVD 29 (??/??/92) 1845.999  (m)         6056.42   (f) ADJ UNCH    2 0
 FR0110
 FR0110.Superseded values are not recommended for survey control.
 FR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0110.See file dsdata.txt to determine how the superseded data were derived.
 FR0110
 FR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE913294(NAD 83)
 FR0110_MARKER: R = RIVET
 FR0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0110_SP_SET: BRIDGE
 FR0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0110
 FR0110  HISTORY     - Date     Condition        Report By
 FR0110  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0110  HISTORY     - 1934     GOOD             NGS
 FR0110
 FR0110                          STATION DESCRIPTION
 FR0110
 FR0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0110'19.0 MI N FROM WILLIAMS.
 FR0110'19.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0110'THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 18.5, AT BRIDGE
 FR0110'19 A, IN THE TOP OF THE WEST CONCRETE HEAD WALL, AND 10.8 FEET WEST OF
 FR0110'THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0113 ***********************************************************************
 FR0113  DESIGNATION -  RV 239
 FR0113  PID         -  FR0113
 FR0113  STATE/COUNTY-  AZ/COCONINO
 FR0113  USGS QUAD   -  HOWARD LAKE (1989)
 FR0113
 FR0113                         *CURRENT SURVEY CONTROL
 FR0113  ___________________________________________________________________
 FR0113* NAD 83(1986)-  35 31 33.     (N)    112 11 33.     (W)     SCALED    
 FR0113* NAVD 88     -      1849.647  (meters)    6068.38   (feet)  POSTED    
 FR0113  ___________________________________________________________________
 FR0113  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FR0113  DYNAMIC HT  -        1847.170 (meters)    6060.26  (feet)  COMP
 FR0113  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 FR0113
 FR0113  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0113
 FR0113.The horizontal coordinates were scaled from a topographic map and have
 FR0113.an estimated accuracy of +/- 6 seconds.
 FR0113
 FR0113.The orthometric height was determined by differential leveling
 FR0113.and adjusted by the  in 1992.
 FR0113.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0113.rate of 0.0 thru 1.0 mm/km.
 FR0113
 FR0113.The geoid height was determined by GEOID03.
 FR0113
 FR0113.The dynamic height is computed by dividing the NAVD 88
 FR0113.geopotential number by the normal gravity value computed on the
 FR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0113.degrees latitude (g = 980.6199 gals.).
 FR0113
 FR0113.The modeled gravity was interpolated from observed gravity values.
 FR0113
 FR0113;                    North         East    Units  Estimated Accuracy
 FR0113;SPC AZ C     -   501,940.      188,340.      MT  (+/- 180 meters Scaled)
 FR0113
 FR0113                          SUPERSEDED SURVEY CONTROL
 FR0113
 FR0113  NGVD 29 (??/??/92) 1848.749  (m)         6065.44   (f) ADJ UNCH    2 0
 FR0113
 FR0113.Superseded values are not recommended for survey control.
 FR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0113.See file dsdata.txt to determine how the superseded data were derived.
 FR0113
 FR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE918320(NAD 83)
 FR0113_MARKER: R = RIVET
 FR0113_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0113_SP_SET: UNSPEC ROCK
 FR0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0113
 FR0113  HISTORY     - Date     Condition        Report By
 FR0113  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0113  HISTORY     - 1934     GOOD             NGS
 FR0113  HISTORY     - 1976     GOOD             NGS
 FR0113
 FR0113                          STATION DESCRIPTION
 FR0113
 FR0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0113'20.5 MI N FROM WILLIAMS.
 FR0113'20.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0113'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 565 FEET NORTH OF
 FR0113'BRIDGE 20 C, AT MILEPOST 20, 15 FEET EAST OF THE CENTER LINE OF THE
 FR0113'TRACK, AND IN THE TOP OF A ROCK.  A STANDARD MONEL-METAL RIVET.
 FR0113
 FR0113                          STATION RECOVERY (1976)
 FR0113
 FR0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FR0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0832 ***********************************************************************
 DW0832  DESIGNATION -  RV 24
 DW0832  PID         -  DW0832
 DW0832  STATE/COUNTY-  AZ/LA PAZ
 DW0832  USGS QUAD   -  BOUSE (1990)
 DW0832
 DW0832                         *CURRENT SURVEY CONTROL
 DW0832  ___________________________________________________________________
 DW0832* NAD 83(1986)-  33 59 43.     (N)    114 06 57.     (W)     SCALED    
 DW0832* NAVD 88     -       236.86   (+/-2cm)     777.1    (feet)  VERTCON   
 DW0832  ___________________________________________________________________
 DW0832  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DW0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0832
 DW0832.The horizontal coordinates were scaled from a topographic map and have
 DW0832.an estimated accuracy of +/- 6 seconds.
 DW0832
 DW0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0832.The vertical order pertains to the NGVD 29 superseded value.
 DW0832
 DW0832.The geoid height was determined by GEOID03.
 DW0832
 DW0832;                    North         East    Units  Estimated Accuracy
 DW0832;SPC AZ W     -   332,200.      179,560.      MT  (+/- 180 meters Scaled)
 DW0832
 DW0832                          SUPERSEDED SURVEY CONTROL
 DW0832
 DW0832  NGVD 29 (??/??/??)  236.244  (m)          775.08   (f) ADJUSTED    2 0
 DW0832
 DW0832.Superseded values are not recommended for survey control.
 DW0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0832.See file dsdata.txt to determine how the superseded data were derived.
 DW0832
 DW0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT664653(NAD 83)
 DW0832_MARKER: R = RIVET
 DW0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0832_SP_SET: LAVA OUTCROP
 DW0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0832
 DW0832  HISTORY     - Date     Condition        Report By
 DW0832  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0832  HISTORY     - 1935     GOOD             NGS
 DW0832
 DW0832                          STATION DESCRIPTION
 DW0832
 DW0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0832'2.5 MI E FROM WALL.
 DW0832'ABOUT 2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0832'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, 5 FEET NORTH OF
 DW0832'MILEPOST 88, ABOUT 110 YARDS (10 RAILS) EAST OF WOODEN BRIDGE
 DW0832'89 A, 32 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND IN
 DW0832'THE TOP OF A LAVA OUTCROP.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0123 ***********************************************************************
 DU0123  DESIGNATION -  RV 24
 DU0123  PID         -  DU0123
 DU0123  STATE/COUNTY-  AZ/GRAHAM
 DU0123  USGS QUAD   -  DEWEY FLAT (1989)
 DU0123
 DU0123                         *CURRENT SURVEY CONTROL
 DU0123  ___________________________________________________________________
 DU0123* NAD 83(1986)-  33 13 33.     (N)    110 20 38.     (W)     SCALED    
 DU0123* NAVD 88     -       777.718  (meters)    2551.56   (feet)  ADJUSTED  
 DU0123  ___________________________________________________________________
 DU0123  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU0123  DYNAMIC HT  -         776.677 (meters)    2548.15  (feet)  COMP
 DU0123  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 DU0123
 DU0123  VERT ORDER  -  FIRST     CLASS II
 DU0123
 DU0123.The horizontal coordinates were scaled from a topographic map and have
 DU0123.an estimated accuracy of +/- 6 seconds.
 DU0123
 DU0123.The orthometric height was determined by differential leveling
 DU0123.and adjusted in June 1991.
 DU0123
 DU0123.The geoid height was determined by GEOID03.
 DU0123
 DU0123.The dynamic height is computed by dividing the NAVD 88
 DU0123.geopotential number by the normal gravity value computed on the
 DU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0123.degrees latitude (g = 980.6199 gals.).
 DU0123
 DU0123.The modeled gravity was interpolated from observed gravity values.
 DU0123
 DU0123;                    North         East    Units  Estimated Accuracy
 DU0123;SPC AZ E     -   246,810.      196,840.      MT  (+/- 180 meters Scaled)
 DU0123
 DU0123                          SUPERSEDED SURVEY CONTROL
 DU0123
 DU0123  NGVD 29 (??/??/92)  777.146  (m)         2549.69   (f) ADJ UNCH    1 2
 DU0123
 DU0123.Superseded values are not recommended for survey control.
 DU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0123.See file dsdata.txt to determine how the superseded data were derived.
 DU0123
 DU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB611765(NAD 83)
 DU0123_MARKER: R = RIVET
 DU0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0123_SP_SET: CULVERT
 DU0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0123
 DU0123  HISTORY     - Date     Condition        Report By
 DU0123  HISTORY     - UNK      MONUMENTED       SPRR
 DU0123  HISTORY     - 1933     GOOD             NGS
 DU0123
 DU0123                          STATION DESCRIPTION
 DU0123
 DU0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0123'14.1 MI SE FROM SAN CARLOS.
 DU0123'ON SOUTHERN PACIFIC RIGHT OF WAY, 370 FEET EAST OF MILEPOST 1187, 15
 DU0123'FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD WALL OF CULVERT MARKED
 DU0123'1186.93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0001 ***********************************************************************
 FR0001  DESIGNATION -  RV 240
 FR0001  PID         -  FR0001
 FR0001  STATE/COUNTY-  AZ/COCONINO
 FR0001  USGS QUAD   -  HOWARD LAKE (1989)
 FR0001
 FR0001                         *CURRENT SURVEY CONTROL
 FR0001  ___________________________________________________________________
 FR0001* NAD 83(1986)-  35 32 18.     (N)    112 11 16.     (W)     SCALED    
 FR0001* NAVD 88     -      1840.248  (meters)    6037.55   (feet)  POSTED    
 FR0001  ___________________________________________________________________
 FR0001  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FR0001  DYNAMIC HT  -        1837.790 (meters)    6029.48  (feet)  COMP
 FR0001  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 FR0001
 FR0001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0001
 FR0001.The horizontal coordinates were scaled from a topographic map and have
 FR0001.an estimated accuracy of +/- 6 seconds.
 FR0001
 FR0001.The orthometric height was determined by differential leveling
 FR0001.and adjusted by the  in 1992.
 FR0001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0001.rate of 0.0 thru 1.0 mm/km.
 FR0001
 FR0001.The geoid height was determined by GEOID03.
 FR0001
 FR0001.The dynamic height is computed by dividing the NAVD 88
 FR0001.geopotential number by the normal gravity value computed on the
 FR0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0001.degrees latitude (g = 980.6199 gals.).
 FR0001
 FR0001.The modeled gravity was interpolated from observed gravity values.
 FR0001
 FR0001;                    North         East    Units  Estimated Accuracy
 FR0001;SPC AZ C     -   503,330.      188,780.      MT  (+/- 180 meters Scaled)
 FR0001
 FR0001                          SUPERSEDED SURVEY CONTROL
 FR0001
 FR0001  NGVD 29 (??/??/92) 1839.351  (m)         6034.60   (f) ADJ UNCH    2 0
 FR0001
 FR0001.Superseded values are not recommended for survey control.
 FR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0001.See file dsdata.txt to determine how the superseded data were derived.
 FR0001
 FR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE923333(NAD 83)
 FR0001_MARKER: R = RIVET
 FR0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0001_SP_SET: WALL
 FR0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0001
 FR0001  HISTORY     - Date     Condition        Report By
 FR0001  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0001  HISTORY     - 1934     GOOD             NGS
 FR0001  HISTORY     - 1955     GOOD             USGS
 FR0001  HISTORY     - 1976     GOOD             USGS
 FR0001
 FR0001                          STATION DESCRIPTION
 FR0001
 FR0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0001'21.5 MI N FROM WILLIAMS.
 FR0001'ABOUT 21-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0001'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 21,
 FR0001'AT BRIDGE 21 A, IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL, AND 6.7
 FR0001'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 FR0001'RIVET.  NOTE-- MARK IS 7 POLES SOUTH OF MILEPOST 21 INSTEAD OF AT
 FR0001'MILEPOST 21.
 FR0001
 FR0001                          STATION RECOVERY (1955)
 FR0001
 FR0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FR0001'RECOVERED IN GOOD CONDITION.
 FR0001
 FR0001                          STATION RECOVERY (1976)
 FR0001
 FR0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FR0001'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN LINE 101,
 FR0001'QUAD. 351121 WITH THE FOLLOWING NOTE ADDED. ABOUT 1200 FT. NORTH
 FR0001'ALONG THE TRACKS FROM THE RAILROAD SIGN, QUIVERO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0003 ***********************************************************************
 FR0003  DESIGNATION -  RV 241
 FR0003  PID         -  FR0003
 FR0003  STATE/COUNTY-  AZ/COCONINO
 FR0003  USGS QUAD   -  HOWARD LAKE (1989)
 FR0003
 FR0003                         *CURRENT SURVEY CONTROL
 FR0003  ___________________________________________________________________
 FR0003* NAD 83(1986)-  35 33 07.     (N)    112 10 58.     (W)     SCALED    
 FR0003* NAVD 88     -      1835.287  (meters)    6021.27   (feet)  POSTED    
 FR0003  ___________________________________________________________________
 FR0003  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FR0003  DYNAMIC HT  -        1832.840 (meters)    6013.24  (feet)  COMP
 FR0003  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 FR0003
 FR0003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0003
 FR0003.The horizontal coordinates were scaled from a topographic map and have
 FR0003.an estimated accuracy of +/- 6 seconds.
 FR0003
 FR0003.The orthometric height was determined by differential leveling
 FR0003.and adjusted by the  in 1992.
 FR0003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0003.rate of 0.0 thru 1.0 mm/km.
 FR0003
 FR0003.The geoid height was determined by GEOID03.
 FR0003
 FR0003.The dynamic height is computed by dividing the NAVD 88
 FR0003.geopotential number by the normal gravity value computed on the
 FR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0003.degrees latitude (g = 980.6199 gals.).
 FR0003
 FR0003.The modeled gravity was interpolated from observed gravity values.
 FR0003
 FR0003;                    North         East    Units  Estimated Accuracy
 FR0003;SPC AZ C     -   504,840.      189,230.      MT  (+/- 180 meters Scaled)
 FR0003
 FR0003                          SUPERSEDED SURVEY CONTROL
 FR0003
 FR0003  NGVD 29 (??/??/92) 1834.392  (m)         6018.33   (f) ADJ UNCH    2 0
 FR0003
 FR0003.Superseded values are not recommended for survey control.
 FR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0003.See file dsdata.txt to determine how the superseded data were derived.
 FR0003
 FR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE927348(NAD 83)
 FR0003_MARKER: R = RIVET
 FR0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0003_SP_SET: PARAPET WALL
 FR0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0003
 FR0003  HISTORY     - Date     Condition        Report By
 FR0003  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0003  HISTORY     - 1934     GOOD             NGS
 FR0003  HISTORY     - 1955     GOOD             NGS
 FR0003
 FR0003                          STATION DESCRIPTION
 FR0003
 FR0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0003'22.5 MI N FROM ATCHISON.
 FR0003'ABOUT 22-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0003'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 22,
 FR0003'AT BRIDGE 22 C, IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL, AND 7.9
 FR0003'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 FR0003'RIVET.
 FR0003
 FR0003                          STATION RECOVERY (1955)
 FR0003
 FR0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0004 ***********************************************************************
 FR0004  DESIGNATION -  RV 242
 FR0004  PID         -  FR0004
 FR0004  STATE/COUNTY-  AZ/COCONINO
 FR0004  USGS QUAD   -  HOWARD LAKE (1989)
 FR0004
 FR0004                         *CURRENT SURVEY CONTROL
 FR0004  ___________________________________________________________________
 FR0004* NAD 83(1986)-  35 34 22.     (N)    112 10 47.     (W)     SCALED    
 FR0004* NAVD 88     -      1827.054  (meters)    5994.26   (feet)  POSTED    
 FR0004  ___________________________________________________________________
 FR0004  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 FR0004  DYNAMIC HT  -        1824.620 (meters)    5986.27  (feet)  COMP
 FR0004  MODELED GRAV-     979,236.2   (mgal)                       NAVD 88
 FR0004
 FR0004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0004
 FR0004.The horizontal coordinates were scaled from a topographic map and have
 FR0004.an estimated accuracy of +/- 6 seconds.
 FR0004
 FR0004.The orthometric height was determined by differential leveling
 FR0004.and adjusted by the  in 1992.
 FR0004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0004.rate of 0.0 thru 1.0 mm/km.
 FR0004
 FR0004.The geoid height was determined by GEOID03.
 FR0004
 FR0004.The dynamic height is computed by dividing the NAVD 88
 FR0004.geopotential number by the normal gravity value computed on the
 FR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0004.degrees latitude (g = 980.6199 gals.).
 FR0004
 FR0004.The modeled gravity was interpolated from observed gravity values.
 FR0004
 FR0004;                    North         East    Units  Estimated Accuracy
 FR0004;SPC AZ C     -   507,150.      189,520.      MT  (+/- 180 meters Scaled)
 FR0004
 FR0004                          SUPERSEDED SURVEY CONTROL
 FR0004
 FR0004  NGVD 29 (??/??/92) 1826.168  (m)         5991.35   (f) ADJ UNCH    2 0
 FR0004
 FR0004.Superseded values are not recommended for survey control.
 FR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0004.See file dsdata.txt to determine how the superseded data were derived.
 FR0004
 FR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE931372(NAD 83)
 FR0004_MARKER: R = RIVET
 FR0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0004_SP_SET: PARAPET WALL
 FR0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0004
 FR0004  HISTORY     - Date     Condition        Report By
 FR0004  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0004  HISTORY     - 1934     GOOD             NGS
 FR0004  HISTORY     - 1955     GOOD             NGS
 FR0004
 FR0004                          STATION DESCRIPTION
 FR0004
 FR0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0004'24.0 MI N FROM ATCHISON.
 FR0004'ABOUT 24.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0004'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 23.3, AT
 FR0004'BRIDGE 24 A, IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL, AND 6.1
 FR0004'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 FR0004'RIVET.
 FR0004
 FR0004                          STATION RECOVERY (1955)
 FR0004
 FR0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0006 ***********************************************************************
 FR0006  DESIGNATION -  RV 243
 FR0006  PID         -  FR0006
 FR0006  STATE/COUNTY-  AZ/COCONINO
 FR0006  USGS QUAD   -  HOWARD LAKE (1989)
 FR0006
 FR0006                         *CURRENT SURVEY CONTROL
 FR0006  ___________________________________________________________________
 FR0006* NAD 83(1986)-  35 35 20.     (N)    112 10 52.     (W)     SCALED    
 FR0006* NAVD 88     -      1820.335  (meters)    5972.22   (feet)  POSTED    
 FR0006  ___________________________________________________________________
 FR0006  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FR0006  DYNAMIC HT  -        1817.920 (meters)    5964.29  (feet)  COMP
 FR0006  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 FR0006
 FR0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0006
 FR0006.The horizontal coordinates were scaled from a topographic map and have
 FR0006.an estimated accuracy of +/- 6 seconds.
 FR0006
 FR0006.The orthometric height was determined by differential leveling
 FR0006.and adjusted by the  in 1992.
 FR0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0006.rate of 0.0 thru 1.0 mm/km.
 FR0006
 FR0006.The geoid height was determined by GEOID03.
 FR0006
 FR0006.The dynamic height is computed by dividing the NAVD 88
 FR0006.geopotential number by the normal gravity value computed on the
 FR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0006.degrees latitude (g = 980.6199 gals.).
 FR0006
 FR0006.The modeled gravity was interpolated from observed gravity values.
 FR0006
 FR0006;                    North         East    Units  Estimated Accuracy
 FR0006;SPC AZ C     -   508,940.      189,400.      MT  (+/- 180 meters Scaled)
 FR0006
 FR0006                          SUPERSEDED SURVEY CONTROL
 FR0006
 FR0006  NGVD 29 (??/??/92) 1819.455  (m)         5969.33   (f) ADJ UNCH    2 0
 FR0006
 FR0006.Superseded values are not recommended for survey control.
 FR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0006.See file dsdata.txt to determine how the superseded data were derived.
 FR0006
 FR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE929389(NAD 83)
 FR0006_MARKER: R = RIVET
 FR0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0006_SP_SET: CONCRETE FOOTING
 FR0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0006+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0006
 FR0006  HISTORY     - Date     Condition        Report By
 FR0006  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0006  HISTORY     - 1934     GOOD             NGS
 FR0006  HISTORY     - 20000715 GOOD             AZDT
 FR0006
 FR0006                          STATION DESCRIPTION
 FR0006
 FR0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0006'25.0 MI N FROM WILLIAMS.
 FR0006'ABOUT 25.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0006'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEAGE 24.5, AT
 FR0006'BRIDGE 25 A, IN THE TOP OF THE CONCRETE FOOTING OF BENT 2, 12 FEET
 FR0006'NORTH OF THE SOUTH END, AND 8 FEET WEST OF THE CENTER LINE OF THE
 FR0006'TRACK.  A STANDARD MONEL-METAL RIVET.
 FR0006
 FR0006                          STATION RECOVERY (2000)
 FR0006
 FR0006'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0008 ***********************************************************************
 FR0008  DESIGNATION -  RV 244
 FR0008  PID         -  FR0008
 FR0008  STATE/COUNTY-  AZ/COCONINO
 FR0008  USGS QUAD   -  HOWARD LAKE (1989)
 FR0008
 FR0008                         *CURRENT SURVEY CONTROL
 FR0008  ___________________________________________________________________
 FR0008* NAD 83(1986)-  35 36 37.     (N)    112 11 22.     (W)     SCALED    
 FR0008* NAVD 88     -      1815.313  (meters)    5955.74   (feet)  POSTED    
 FR0008  ___________________________________________________________________
 FR0008  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FR0008  DYNAMIC HT  -        1812.910 (meters)    5947.86  (feet)  COMP
 FR0008  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 FR0008
 FR0008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0008
 FR0008.The horizontal coordinates were scaled from a topographic map and have
 FR0008.an estimated accuracy of +/- 6 seconds.
 FR0008
 FR0008.The orthometric height was determined by differential leveling
 FR0008.and adjusted by the  in 1992.
 FR0008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0008.rate of 0.0 thru 1.0 mm/km.
 FR0008
 FR0008.The geoid height was determined by GEOID03.
 FR0008
 FR0008.The dynamic height is computed by dividing the NAVD 88
 FR0008.geopotential number by the normal gravity value computed on the
 FR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0008.degrees latitude (g = 980.6199 gals.).
 FR0008
 FR0008.The modeled gravity was interpolated from observed gravity values.
 FR0008
 FR0008;                    North         East    Units  Estimated Accuracy
 FR0008;SPC AZ C     -   511,310.      188,650.      MT  (+/- 180 meters Scaled)
 FR0008
 FR0008                          SUPERSEDED SURVEY CONTROL
 FR0008
 FR0008  NGVD 29 (??/??/92) 1814.439  (m)         5952.87   (f) ADJ UNCH    2 0
 FR0008
 FR0008.Superseded values are not recommended for survey control.
 FR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0008.See file dsdata.txt to determine how the superseded data were derived.
 FR0008
 FR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE922413(NAD 83)
 FR0008_MARKER: R = RIVET
 FR0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0008_SP_SET: CONCRETE FOOTING
 FR0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0008
 FR0008  HISTORY     - Date     Condition        Report By
 FR0008  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0008  HISTORY     - 1934     GOOD             NGS
 FR0008
 FR0008                          STATION DESCRIPTION
 FR0008
 FR0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0008'26.5 MI N FROM WILLIAMS.
 FR0008'ABOUT 26-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0008'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 26,
 FR0008'AT BRIDGE 26 B, IN THE TOP OF THE CONCRETE FOOTING OF BENT 2, 14 FEET
 FR0008'NORTH OF THE SOUTH END, AND 6.4 FEET WEST OF THE CENTER LINE OF THE
 FR0008'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0010 ***********************************************************************
 FR0010  DESIGNATION -  RV 245
 FR0010  PID         -  FR0010
 FR0010  STATE/COUNTY-  AZ/COCONINO
 FR0010  USGS QUAD   -  VALLE TANK (1989)
 FR0010
 FR0010                         *CURRENT SURVEY CONTROL
 FR0010  ___________________________________________________________________
 FR0010* NAD 83(1986)-  35 37 46.     (N)    112 11 40.     (W)     SCALED    
 FR0010* NAVD 88     -      1805.919  (meters)    5924.92   (feet)  POSTED    
 FR0010  ___________________________________________________________________
 FR0010  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FR0010  DYNAMIC HT  -        1803.530 (meters)    5917.08  (feet)  COMP
 FR0010  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 FR0010
 FR0010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0010
 FR0010.The horizontal coordinates were scaled from a topographic map and have
 FR0010.an estimated accuracy of +/- 6 seconds.
 FR0010
 FR0010.The orthometric height was determined by differential leveling
 FR0010.and adjusted by the  in 1992.
 FR0010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0010.rate of 0.0 thru 1.0 mm/km.
 FR0010
 FR0010.The geoid height was determined by GEOID03.
 FR0010
 FR0010.The dynamic height is computed by dividing the NAVD 88
 FR0010.geopotential number by the normal gravity value computed on the
 FR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0010.degrees latitude (g = 980.6199 gals.).
 FR0010
 FR0010.The modeled gravity was interpolated from observed gravity values.
 FR0010
 FR0010;                    North         East    Units  Estimated Accuracy
 FR0010;SPC AZ C     -   513,440.      188,200.      MT  (+/- 180 meters Scaled)
 FR0010
 FR0010                          SUPERSEDED SURVEY CONTROL
 FR0010
 FR0010  NGVD 29 (??/??/92) 1805.048  (m)         5922.06   (f) ADJ UNCH    2 0
 FR0010
 FR0010.Superseded values are not recommended for survey control.
 FR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0010.See file dsdata.txt to determine how the superseded data were derived.
 FR0010
 FR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE918435(NAD 83)
 FR0010_MARKER: R = RIVET
 FR0010_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0010_SP_SET: UNSPEC. ROCK
 FR0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0010
 FR0010  HISTORY     - Date     Condition        Report By
 FR0010  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0010  HISTORY     - 1934     GOOD             NGS
 FR0010  HISTORY     - 1955     GOOD             NGS
 FR0010
 FR0010                          STATION DESCRIPTION
 FR0010
 FR0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0010'28.0 MI N FROM WILLIAMS.
 FR0010'ABOUT 28.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0010'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 9 POLES NORTH OF
 FR0010'MILEPOST 27, 23.5 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN
 FR0010'THE TOP OF A ROCK.  A STANDARD MONEL-METAL RIVET.
 FR0010
 FR0010                          STATION RECOVERY (1955)
 FR0010
 FR0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0012 ***********************************************************************
 FR0012  DESIGNATION -  RV 246
 FR0012  PID         -  FR0012
 FR0012  STATE/COUNTY-  AZ/COCONINO
 FR0012  USGS QUAD   -  VALLE TANK (1989)
 FR0012
 FR0012                         *CURRENT SURVEY CONTROL
 FR0012  ___________________________________________________________________
 FR0012* NAD 83(1986)-  35 39 06.     (N)    112 12 00.     (W)     SCALED    
 FR0012* NAVD 88     -      1794.750  (meters)    5888.28   (feet)  POSTED    
 FR0012  ___________________________________________________________________
 FR0012  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FR0012  DYNAMIC HT  -        1792.380 (meters)    5880.50  (feet)  COMP
 FR0012  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 FR0012
 FR0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0012
 FR0012.The horizontal coordinates were scaled from a topographic map and have
 FR0012.an estimated accuracy of +/- 6 seconds.
 FR0012
 FR0012.The orthometric height was determined by differential leveling
 FR0012.and adjusted by the  in 1992.
 FR0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0012.rate of 0.0 thru 1.0 mm/km.
 FR0012
 FR0012.The geoid height was determined by GEOID03.
 FR0012
 FR0012.The dynamic height is computed by dividing the NAVD 88
 FR0012.geopotential number by the normal gravity value computed on the
 FR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0012.degrees latitude (g = 980.6199 gals.).
 FR0012
 FR0012.The modeled gravity was interpolated from observed gravity values.
 FR0012
 FR0012;                    North         East    Units  Estimated Accuracy
 FR0012;SPC AZ C     -   515,900.      187,700.      MT  (+/- 180 meters Scaled)
 FR0012
 FR0012                          SUPERSEDED SURVEY CONTROL
 FR0012
 FR0012  NGVD 29 (??/??/92) 1793.884  (m)         5885.43   (f) ADJ UNCH    2 0
 FR0012
 FR0012.Superseded values are not recommended for survey control.
 FR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0012.See file dsdata.txt to determine how the superseded data were derived.
 FR0012
 FR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE913459(NAD 83)
 FR0012_MARKER: R = RIVET
 FR0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0012
 FR0012  HISTORY     - Date     Condition        Report By
 FR0012  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0012  HISTORY     - 1934     GOOD             NGS
 FR0012  HISTORY     - 1945     GOOD             NGS
 FR0012
 FR0012                          STATION DESCRIPTION
 FR0012
 FR0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0012'29.75 MI N FROM WILLIAMS.
 FR0012'ABOUT 29-3/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0012'RAILWAY FROM THE STATION AT WILLIAMS, COCONINO COUNTY, AT MILEPOST 29,
 FR0012'AND 23.4 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 FR0012'MONEL-METAL RIVET, SET IN THE TOP OF A 1-INCH IRON PIPE.  NOTE-- 1945
 FR0012'REPORT-- 1 FOOT NORTH OF REFERENCE POST.
 FR0012
 FR0012                          STATION RECOVERY (1945)
 FR0012
 FR0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 FR0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0022 ***********************************************************************
 FR0022  DESIGNATION -  RV 247
 FR0022  PID         -  FR0022
 FR0022  STATE/COUNTY-  AZ/COCONINO
 FR0022  USGS QUAD   -  MILLER TANK (1981)
 FR0022
 FR0022                         *CURRENT SURVEY CONTROL
 FR0022  ___________________________________________________________________
 FR0022* NAD 83(1986)-  35 43 34.     (N)    112 15 03.     (W)     SCALED    
 FR0022* NAVD 88     -      1761.615  (meters)    5779.57   (feet)  POSTED    
 FR0022  ___________________________________________________________________
 FR0022  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0022  DYNAMIC HT  -        1759.310 (meters)    5772.00  (feet)  COMP
 FR0022  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 FR0022
 FR0022  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0022
 FR0022.The horizontal coordinates were scaled from a topographic map and have
 FR0022.an estimated accuracy of +/- 6 seconds.
 FR0022
 FR0022.The orthometric height was determined by differential leveling
 FR0022.and adjusted by the  in 1992.
 FR0022.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0022.rate of 0.0 thru 1.0 mm/km.
 FR0022
 FR0022.The geoid height was determined by GEOID03.
 FR0022
 FR0022.The dynamic height is computed by dividing the NAVD 88
 FR0022.geopotential number by the normal gravity value computed on the
 FR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0022.degrees latitude (g = 980.6199 gals.).
 FR0022
 FR0022.The modeled gravity was interpolated from observed gravity values.
 FR0022
 FR0022;                    North         East    Units  Estimated Accuracy
 FR0022;SPC AZ C     -   524,180.      183,130.      MT  (+/- 180 meters Scaled)
 FR0022
 FR0022                          SUPERSEDED SURVEY CONTROL
 FR0022
 FR0022  NGVD 29 (??/??/92) 1760.767  (m)         5776.78   (f) ADJ UNCH    2 0
 FR0022
 FR0022.Superseded values are not recommended for survey control.
 FR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0022.See file dsdata.txt to determine how the superseded data were derived.
 FR0022
 FR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE868542(NAD 83)
 FR0022_MARKER: R = RIVET
 FR0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0022_SP_SET: PARAPET WALL
 FR0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0022
 FR0022  HISTORY     - Date     Condition        Report By
 FR0022  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0022  HISTORY     - 1934     GOOD             NGS
 FR0022
 FR0022                          STATION DESCRIPTION
 FR0022
 FR0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0022'28.5 MI S FROM GRAND CANYON.
 FR0022'ABOUT 28-1/2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FR0022'RAILWAY FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT
 FR0022'MILEAGE 35.4, AT BRIDGE 35 A, IN THE TOP OF THE SOUTH CONCRETE PARAPET
 FR0022'WALL, AND 9.3 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 FR0022'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0024 ***********************************************************************
 FR0024  DESIGNATION -  RV 248
 FR0024  PID         -  FR0024
 FR0024  STATE/COUNTY-  AZ/COCONINO
 FR0024  USGS QUAD   -  MILLER TANK (1981)
 FR0024
 FR0024                         *CURRENT SURVEY CONTROL
 FR0024  ___________________________________________________________________
 FR0024* NAD 83(1986)-  35 44 22.     (N)    112 15 46.     (W)     SCALED    
 FR0024* NAVD 88     -      1758.089  (meters)    5768.00   (feet)  POSTED    
 FR0024  ___________________________________________________________________
 FR0024  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0024  DYNAMIC HT  -        1755.790 (meters)    5760.45  (feet)  COMP
 FR0024  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 FR0024
 FR0024  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0024
 FR0024.The horizontal coordinates were scaled from a topographic map and have
 FR0024.an estimated accuracy of +/- 6 seconds.
 FR0024
 FR0024.The orthometric height was determined by differential leveling
 FR0024.and adjusted by the  in 1992.
 FR0024.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0024.rate of 1.1 thru 2.0 mm/km.
 FR0024
 FR0024.The geoid height was determined by GEOID03.
 FR0024
 FR0024.The dynamic height is computed by dividing the NAVD 88
 FR0024.geopotential number by the normal gravity value computed on the
 FR0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0024.degrees latitude (g = 980.6199 gals.).
 FR0024
 FR0024.The modeled gravity was interpolated from observed gravity values.
 FR0024
 FR0024;                    North         East    Units  Estimated Accuracy
 FR0024;SPC AZ C     -   525,660.      182,050.      MT  (+/- 180 meters Scaled)
 FR0024
 FR0024                          SUPERSEDED SURVEY CONTROL
 FR0024
 FR0024  NGVD 29 (??/??/92) 1757.244  (m)         5765.22   (f) ADJ UNCH    2 0
 FR0024
 FR0024.Superseded values are not recommended for survey control.
 FR0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0024.See file dsdata.txt to determine how the superseded data were derived.
 FR0024
 FR0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE858557(NAD 83)
 FR0024_MARKER: R = RIVET
 FR0024_SETTING: 66 = SET IN ROCK OUTCROP
 FR0024_SP_SET: LIMESTONE OUTCROP
 FR0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0024+STABILITY: POSITION/ELEVATION WELL
 FR0024
 FR0024  HISTORY     - Date     Condition        Report By
 FR0024  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0024  HISTORY     - 1968     GOOD             NGS
 FR0024
 FR0024                          STATION DESCRIPTION
 FR0024
 FR0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0024'1.7 MI S FROM WILLAHA.
 FR0024'1.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0024'THE SIDING SIGN AT WILLAHA, 4 POLES NORTHWEST OF MILEPOST 36, 1-1/8
 FR0024'POLES NORTHWEST OF A WOODEN BRIDGE, IN THE TOP OF A LEDGE OF A
 FR0024'LIMESTONE OUTCROP WHICH PROJECTS ABOUT 6 FEET ON THE SOUTHWEST SIDE,
 FR0024'11.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52 FEET NORTH OF TELEPHONE
 FR0024'POLE 4, 11.5 FEET EAST OF A WITNESS POST, AND ABOUT 1/2 FOOT LOWER
 FR0024'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0026 ***********************************************************************
 FR0026  DESIGNATION -  RV 249
 FR0026  PID         -  FR0026
 FR0026  STATE/COUNTY-  AZ/COCONINO
 FR0026  USGS QUAD   -  HOWARD HILL (1979)
 FR0026
 FR0026                         *CURRENT SURVEY CONTROL
 FR0026  ___________________________________________________________________
 FR0026* NAD 83(1986)-  35 45 47.     (N)    112 15 51.     (W)     SCALED    
 FR0026* NAVD 88     -      1771.196  (meters)    5811.00   (feet)  POSTED    
 FR0026  ___________________________________________________________________
 FR0026  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FR0026  DYNAMIC HT  -        1768.880 (meters)    5803.40  (feet)  COMP
 FR0026  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 FR0026
 FR0026  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0026
 FR0026.The horizontal coordinates were scaled from a topographic map and have
 FR0026.an estimated accuracy of +/- 6 seconds.
 FR0026
 FR0026.The orthometric height was determined by differential leveling
 FR0026.and adjusted by the  in 1992.
 FR0026.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0026.rate of 0.0 thru 1.0 mm/km.
 FR0026
 FR0026.The geoid height was determined by GEOID03.
 FR0026
 FR0026.The dynamic height is computed by dividing the NAVD 88
 FR0026.geopotential number by the normal gravity value computed on the
 FR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0026.degrees latitude (g = 980.6199 gals.).
 FR0026
 FR0026.The modeled gravity was interpolated from observed gravity values.
 FR0026
 FR0026;                    North         East    Units  Estimated Accuracy
 FR0026;SPC AZ C     -   528,280.      181,940.      MT  (+/- 180 meters Scaled)
 FR0026
 FR0026                          SUPERSEDED SURVEY CONTROL
 FR0026
 FR0026  NGVD 29 (??/??/92) 1770.344  (m)         5808.20   (f) ADJ UNCH    2 0
 FR0026
 FR0026.Superseded values are not recommended for survey control.
 FR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0026.See file dsdata.txt to determine how the superseded data were derived.
 FR0026
 FR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE857584(NAD 83)
 FR0026_MARKER: R = RIVET
 FR0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0026_SP_SET: FOUNDATION
 FR0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0026+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0026
 FR0026  HISTORY     - Date     Condition        Report By
 FR0026  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0026  HISTORY     - 1968     GOOD             NGS
 FR0026  HISTORY     - 1976     GOOD             NGS
 FR0026  HISTORY     - 20000715 GOOD             AZDT
 FR0026
 FR0026                          STATION DESCRIPTION
 FR0026
 FR0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0026'IN WILLAHA.
 FR0026'AT WILLAHA, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, ABOUT
 FR0026'2-3/4 POLES NORTH OF WILLAHA SIDING SIGN, ABOUT MIDWAY BETWEEN AND
 FR0026'ACROSS THE TRACKS FROM TELEPHONE POLES 3 AND 4, IN THE TOP OF THE
 FR0026'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A 12- BY 32-FOOT
 FR0026'CONCRETE RESERVOIR STRUCTURE, 19.8 FEET EAST OF THE EAST RAIL OF THE
 FR0026'EAST TRACK, 136 FEET NORTH OF THE CENTER LINE OF WILLAHA ROAD, 23.2
 FR0026'FEET WEST OF A FENCE, AND ABOUT 1 1/2 FEET HIGHER THAN THE TRACK.
 FR0026
 FR0026                          STATION RECOVERY (1976)
 FR0026
 FR0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FR0026'RECOVERED IN GOOD CONDITION.
 FR0026
 FR0026                          STATION RECOVERY (2000)
 FR0026
 FR0026'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0831 ***********************************************************************
 DW0831  DESIGNATION -  RV 25
 DW0831  PID         -  DW0831
 DW0831  STATE/COUNTY-  AZ/LA PAZ
 DW0831  USGS QUAD   -  BOUSE (1990)
 DW0831
 DW0831                         *CURRENT SURVEY CONTROL
 DW0831  ___________________________________________________________________
 DW0831* NAD 83(1986)-  33 59 44.     (N)    114 05 58.     (W)     SCALED    
 DW0831* NAVD 88     -       242.81   (+/-2cm)     796.6    (feet)  VERTCON   
 DW0831  ___________________________________________________________________
 DW0831  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DW0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0831
 DW0831.The horizontal coordinates were scaled from a topographic map and have
 DW0831.an estimated accuracy of +/- 6 seconds.
 DW0831
 DW0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0831.The vertical order pertains to the NGVD 29 superseded value.
 DW0831
 DW0831.The geoid height was determined by GEOID03.
 DW0831
 DW0831;                    North         East    Units  Estimated Accuracy
 DW0831;SPC AZ W     -   332,230.      181,080.      MT  (+/- 180 meters Scaled)
 DW0831
 DW0831                          SUPERSEDED SURVEY CONTROL
 DW0831
 DW0831  NGVD 29 (??/??/??)  242.191  (m)          794.59   (f) ADJUSTED    2 0
 DW0831
 DW0831.Superseded values are not recommended for survey control.
 DW0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0831.See file dsdata.txt to determine how the superseded data were derived.
 DW0831
 DW0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT679654(NAD 83)
 DW0831_MARKER: R = RIVET
 DW0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0831_SP_SET: PIER
 DW0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0831
 DW0831  HISTORY     - Date     Condition        Report By
 DW0831  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0831  HISTORY     - 1935     GOOD             NGS
 DW0831  HISTORY     - 1957     GOOD             NGS
 DW0831
 DW0831                          STATION DESCRIPTION
 DW0831
 DW0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0831'3.6 MI SE FROM WALL.
 DW0831'ABOUT 3.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 DW0831'FE RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, ABOUT 88 YARDS
 DW0831'(8 RAILS) WEST OF MILEPOST 87, AT BRIDGE 88 A, IN THE TOP OF
 DW0831'A CONCRETE PIER AT THE SOUTH END OF BENT 2, 8 FEET SOUTH OF
 DW0831'THE CENTER LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE
 DW0831'TRACK.  A STANDARD MONEL-METAL RIVET.
 DW0831
 DW0831                          STATION RECOVERY (1957)
 DW0831
 DW0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DW0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0124 ***********************************************************************
 DU0124  DESIGNATION -  RV 25
 DU0124  PID         -  DU0124
 DU0124  STATE/COUNTY-  AZ/GRAHAM
 DU0124  USGS QUAD   -  DEWEY FLAT (1989)
 DU0124
 DU0124                         *CURRENT SURVEY CONTROL
 DU0124  ___________________________________________________________________
 DU0124* NAD 83(1986)-  33 13 46.     (N)    110 21 04.     (W)     SCALED    
 DU0124* NAVD 88     -       778.743  (meters)    2554.93   (feet)  ADJUSTED  
 DU0124  ___________________________________________________________________
 DU0124  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU0124  DYNAMIC HT  -         777.698 (meters)    2551.50  (feet)  COMP
 DU0124  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 DU0124
 DU0124  VERT ORDER  -  FIRST     CLASS II
 DU0124
 DU0124.The horizontal coordinates were scaled from a topographic map and have
 DU0124.an estimated accuracy of +/- 6 seconds.
 DU0124
 DU0124.The orthometric height was determined by differential leveling
 DU0124.and adjusted in June 1991.
 DU0124
 DU0124.The geoid height was determined by GEOID03.
 DU0124
 DU0124.The dynamic height is computed by dividing the NAVD 88
 DU0124.geopotential number by the normal gravity value computed on the
 DU0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0124.degrees latitude (g = 980.6199 gals.).
 DU0124
 DU0124.The modeled gravity was interpolated from observed gravity values.
 DU0124
 DU0124;                    North         East    Units  Estimated Accuracy
 DU0124;SPC AZ E     -   247,210.      196,170.      MT  (+/- 180 meters Scaled)
 DU0124
 DU0124                          SUPERSEDED SURVEY CONTROL
 DU0124
 DU0124  NGVD 29 (??/??/92)  778.168  (m)         2553.04   (f) ADJ UNCH    1 2
 DU0124
 DU0124.Superseded values are not recommended for survey control.
 DU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0124.See file dsdata.txt to determine how the superseded data were derived.
 DU0124
 DU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB604769(NAD 83)
 DU0124_MARKER: R = RIVET
 DU0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0124_SP_SET: CULVERT
 DU0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0124
 DU0124  HISTORY     - Date     Condition        Report By
 DU0124  HISTORY     - UNK      MONUMENTED       SPRR
 DU0124  HISTORY     - 1933     GOOD             NGS
 DU0124
 DU0124                          STATION DESCRIPTION
 DU0124
 DU0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0124'13.6 MI SE FROM SAN CARLOS.
 DU0124'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.40 MILES WEST OF MILEPOST 1187,
 DU0124'12 FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0124'1187.40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0029 ***********************************************************************
 FR0029  DESIGNATION -  RV 250
 FR0029  PID         -  FR0029
 FR0029  STATE/COUNTY-  AZ/COCONINO
 FR0029  USGS QUAD   -  HOWARD HILL (1979)
 FR0029
 FR0029                         *CURRENT SURVEY CONTROL
 FR0029  ___________________________________________________________________
 FR0029* NAD 83(1986)-  35 48 09.     (N)    112 15 17.     (W)     SCALED    
 FR0029* NAVD 88     -      1776.028  (meters)    5826.85   (feet)  POSTED    
 FR0029  ___________________________________________________________________
 FR0029  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FR0029  DYNAMIC HT  -        1773.690 (meters)    5819.18  (feet)  COMP
 FR0029  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 FR0029
 FR0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0029
 FR0029.The horizontal coordinates were scaled from a topographic map and have
 FR0029.an estimated accuracy of +/- 6 seconds.
 FR0029
 FR0029.The orthometric height was determined by differential leveling
 FR0029.and adjusted by the  in 1992.
 FR0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0029.rate of 0.0 thru 1.0 mm/km.
 FR0029
 FR0029.The geoid height was determined by GEOID03.
 FR0029
 FR0029.The dynamic height is computed by dividing the NAVD 88
 FR0029.geopotential number by the normal gravity value computed on the
 FR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0029.degrees latitude (g = 980.6199 gals.).
 FR0029
 FR0029.The modeled gravity was interpolated from observed gravity values.
 FR0029
 FR0029;                    North         East    Units  Estimated Accuracy
 FR0029;SPC AZ C     -   532,650.      182,810.      MT  (+/- 180 meters Scaled)
 FR0029
 FR0029                          SUPERSEDED SURVEY CONTROL
 FR0029
 FR0029  NGVD 29 (??/??/92) 1775.153  (m)         5823.98   (f) ADJ UNCH    2 0
 FR0029
 FR0029.Superseded values are not recommended for survey control.
 FR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0029.See file dsdata.txt to determine how the superseded data were derived.
 FR0029
 FR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE866627(NAD 83)
 FR0029_MARKER: R = RIVET
 FR0029_SETTING: 66 = SET IN ROCK OUTCROP
 FR0029_SP_SET: LIMESTONE ROCK
 FR0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0029+STABILITY: POSITION/ELEVATION WELL
 FR0029
 FR0029  HISTORY     - Date     Condition        Report By
 FR0029  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0029  HISTORY     - 1934     GOOD             NGS
 FR0029
 FR0029                          STATION DESCRIPTION
 FR0029
 FR0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0029'23.0 MI S FROM GRAND CANYON.
 FR0029'ABOUT 23.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0029'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT MILEAGE 40.7,
 FR0029'25.5 FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A
 FR0029'LIMESTONE ROCK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0031 ***********************************************************************
 FR0031  DESIGNATION -  RV 251
 FR0031  PID         -  FR0031
 FR0031  STATE/COUNTY-  AZ/COCONINO
 FR0031  USGS QUAD   -  HOWARD HILL (1979)
 FR0031
 FR0031                         *CURRENT SURVEY CONTROL
 FR0031  ___________________________________________________________________
 FR0031* NAD 83(1986)-  35 49 13.     (N)    112 15 22.     (W)     SCALED    
 FR0031* NAVD 88     -      1781.190  (meters)    5843.79   (feet)  POSTED    
 FR0031  ___________________________________________________________________
 FR0031  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FR0031  DYNAMIC HT  -        1778.850 (meters)    5836.11  (feet)  COMP
 FR0031  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 FR0031
 FR0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0031
 FR0031.The horizontal coordinates were scaled from a topographic map and have
 FR0031.an estimated accuracy of +/- 6 seconds.
 FR0031
 FR0031.The orthometric height was determined by differential leveling
 FR0031.and adjusted by the  in 1992.
 FR0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0031.rate of 0.0 thru 1.0 mm/km.
 FR0031
 FR0031.The geoid height was determined by GEOID03.
 FR0031
 FR0031.The dynamic height is computed by dividing the NAVD 88
 FR0031.geopotential number by the normal gravity value computed on the
 FR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0031.degrees latitude (g = 980.6199 gals.).
 FR0031
 FR0031.The modeled gravity was interpolated from observed gravity values.
 FR0031
 FR0031;                    North         East    Units  Estimated Accuracy
 FR0031;SPC AZ C     -   534,630.      182,690.      MT  (+/- 180 meters Scaled)
 FR0031
 FR0031                          SUPERSEDED SURVEY CONTROL
 FR0031
 FR0031  NGVD 29 (??/??/92) 1780.316  (m)         5840.92   (f) ADJ UNCH    2 0
 FR0031
 FR0031.Superseded values are not recommended for survey control.
 FR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0031.See file dsdata.txt to determine how the superseded data were derived.
 FR0031
 FR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE865647(NAD 83)
 FR0031_MARKER: R = RIVET
 FR0031_SETTING: 66 = SET IN ROCK OUTCROP
 FR0031_SP_SET: LIMESTONE ROCK
 FR0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0031+STABILITY: POSITION/ELEVATION WELL
 FR0031
 FR0031  HISTORY     - Date     Condition        Report By
 FR0031  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0031  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0031
 FR0031                          STATION DESCRIPTION
 FR0031
 FR0031'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD UNK
 FR0031'21.7 MI S FROM GRAND CANYON.
 FR0031'ABOUT 21.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0031'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 4 POLES
 FR0031'SOUTH OF MILEPOST 42, 12.6 FEET EAST OF THE CENTER LINE OF THE TRACK,
 FR0031'AND IN THE TOP OF A LIMESTONE ROCK.  A STANDARD MONEL-METAL RIVET.
 FR0031
 FR0031                          STATION RECOVERY (1974)
 FR0031
 FR0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0033 ***********************************************************************
 FR0033  DESIGNATION -  RV 252
 FR0033  PID         -  FR0033
 FR0033  STATE/COUNTY-  AZ/COCONINO
 FR0033  USGS QUAD   -  HOWARD HILL (1979)
 FR0033
 FR0033                         *CURRENT SURVEY CONTROL
 FR0033  ___________________________________________________________________
 FR0033* NAD 83(1986)-  35 50 57.     (N)    112 15 23.     (W)     SCALED    
 FR0033* NAVD 88     -      1791.762  (meters)    5878.47   (feet)  POSTED    
 FR0033  ___________________________________________________________________
 FR0033  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FR0033  DYNAMIC HT  -        1789.420 (meters)    5870.79  (feet)  COMP
 FR0033  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 FR0033
 FR0033  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0033
 FR0033.The horizontal coordinates were scaled from a topographic map and have
 FR0033.an estimated accuracy of +/- 6 seconds.
 FR0033
 FR0033.The orthometric height was determined by differential leveling
 FR0033.and adjusted by the  in 1992.
 FR0033.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0033.was located on a no-check spur therefore a value was not computed.
 FR0033.No vertical observational check was made to the station.
 FR0033
 FR0033.The geoid height was determined by GEOID03.
 FR0033
 FR0033.The dynamic height is computed by dividing the NAVD 88
 FR0033.geopotential number by the normal gravity value computed on the
 FR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0033.degrees latitude (g = 980.6199 gals.).
 FR0033
 FR0033.The modeled gravity was interpolated from observed gravity values.
 FR0033
 FR0033;                    North         East    Units  Estimated Accuracy
 FR0033;SPC AZ C     -   537,830.      182,670.      MT  (+/- 180 meters Scaled)
 FR0033
 FR0033                          SUPERSEDED SURVEY CONTROL
 FR0033
 FR0033  NGVD 29 (??/??/92) 1790.896  (m)         5875.63   (f) ADJ UNCH    2 0
 FR0033
 FR0033.Superseded values are not recommended for survey control.
 FR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0033.See file dsdata.txt to determine how the superseded data were derived.
 FR0033
 FR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE865679(NAD 83)
 FR0033_MARKER: R = RIVET
 FR0033_SETTING: 66 = SET IN ROCK OUTCROP
 FR0033_SP_SET: LIMESTONE ROCK
 FR0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0033+STABILITY: POSITION/ELEVATION WELL
 FR0033
 FR0033  HISTORY     - Date     Condition        Report By
 FR0033  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0033  HISTORY     - 1934     GOOD             NGS
 FR0033  HISTORY     - 1977     MARK NOT FOUND   USGS
 FR0033
 FR0033                          STATION DESCRIPTION
 FR0033
 FR0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0033'19.8 MI S FROM GRAND CANYON.
 FR0033'ABOUT 19.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0033'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 400 FEET
 FR0033'NORTH OF THE SIDING AT WOODING, ABOUT 5 POLES SOUTH OF MILEPOST 44,
 FR0033'11.8 FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A
 FR0033'LIMESTONE ROCK.  A STANDARD MONEL-METAL RIVET.
 FR0033
 FR0033                          STATION RECOVERY (1977)
 FR0033
 FR0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FR0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0035 ***********************************************************************
 FR0035  DESIGNATION -  RV 253
 FR0035  PID         -  FR0035
 FR0035  STATE/COUNTY-  AZ/COCONINO
 FR0035  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0035
 FR0035                         *CURRENT SURVEY CONTROL
 FR0035  ___________________________________________________________________
 FR0035* NAD 83(1986)-  35 52 56.     (N)    112 14 23.     (W)     SCALED    
 FR0035* NAVD 88     -      1850.399  (meters)    6070.85   (feet)  POSTED    
 FR0035  ___________________________________________________________________
 FR0035  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FR0035  DYNAMIC HT  -        1847.990 (meters)    6062.95  (feet)  COMP
 FR0035  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 FR0035
 FR0035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0035
 FR0035.The horizontal coordinates were scaled from a topographic map and have
 FR0035.an estimated accuracy of +/- 6 seconds.
 FR0035
 FR0035.The orthometric height was determined by differential leveling
 FR0035.and adjusted by the  in 1992.
 FR0035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0035.rate of 0.0 thru 1.0 mm/km.
 FR0035
 FR0035.The geoid height was determined by GEOID03.
 FR0035
 FR0035.The dynamic height is computed by dividing the NAVD 88
 FR0035.geopotential number by the normal gravity value computed on the
 FR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0035.degrees latitude (g = 980.6199 gals.).
 FR0035
 FR0035.The modeled gravity was interpolated from observed gravity values.
 FR0035
 FR0035;                    North         East    Units  Estimated Accuracy
 FR0035;SPC AZ C     -   541,490.      184,190.      MT  (+/- 180 meters Scaled)
 FR0035
 FR0035                          SUPERSEDED SURVEY CONTROL
 FR0035
 FR0035  NGVD 29 (??/??/92) 1849.524  (m)         6067.98   (f) ADJ UNCH    2 0
 FR0035
 FR0035.Superseded values are not recommended for survey control.
 FR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0035.See file dsdata.txt to determine how the superseded data were derived.
 FR0035
 FR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE880715(NAD 83)
 FR0035_MARKER: R = RIVET
 FR0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0035_SP_SET: BRIDGE
 FR0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0035
 FR0035  HISTORY     - Date     Condition        Report By
 FR0035  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0035  HISTORY     - 1934     GOOD             NGS
 FR0035
 FR0035                          STATION DESCRIPTION
 FR0035
 FR0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0035'17.3 MI S FROM GRAND CANYON.
 FR0035'ABOUT 17.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0035'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT MILEAGE 46.5,
 FR0035'AT BRIDGE 47 A, IN THE TOP OF THE WEST CONCRETE HEAD WALL, AND 11.6
 FR0035'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 FR0035'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0036 ***********************************************************************
 FR0036  DESIGNATION -  RV 254
 FR0036  PID         -  FR0036
 FR0036  STATE/COUNTY-  AZ/COCONINO
 FR0036  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0036
 FR0036                         *CURRENT SURVEY CONTROL
 FR0036  ___________________________________________________________________
 FR0036* NAD 83(1986)-  35 53 22.     (N)    112 14 01.     (W)     SCALED    
 FR0036* NAVD 88     -      1875.773  (meters)    6154.10   (feet)  POSTED    
 FR0036  ___________________________________________________________________
 FR0036  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FR0036  DYNAMIC HT  -        1873.330 (meters)    6146.08  (feet)  COMP
 FR0036  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 FR0036
 FR0036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0036
 FR0036.The horizontal coordinates were scaled from a topographic map and have
 FR0036.an estimated accuracy of +/- 6 seconds.
 FR0036
 FR0036.The orthometric height was determined by differential leveling
 FR0036.and adjusted by the  in 1992.
 FR0036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0036.rate of 0.0 thru 1.0 mm/km.
 FR0036
 FR0036.The geoid height was determined by GEOID03.
 FR0036
 FR0036.The dynamic height is computed by dividing the NAVD 88
 FR0036.geopotential number by the normal gravity value computed on the
 FR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0036.degrees latitude (g = 980.6199 gals.).
 FR0036
 FR0036.The modeled gravity was interpolated from observed gravity values.
 FR0036
 FR0036;                    North         East    Units  Estimated Accuracy
 FR0036;SPC AZ C     -   542,290.      184,750.      MT  (+/- 180 meters Scaled)
 FR0036
 FR0036                          SUPERSEDED SURVEY CONTROL
 FR0036
 FR0036  NGVD 29 (??/??/92) 1874.896  (m)         6151.22   (f) ADJ UNCH    2 0
 FR0036
 FR0036.Superseded values are not recommended for survey control.
 FR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0036.See file dsdata.txt to determine how the superseded data were derived.
 FR0036
 FR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE886723(NAD 83)
 FR0036_MARKER: R = RIVET
 FR0036_SETTING: 80 = SET IN A BOULDER
 FR0036_SP_SET: BOULDER
 FR0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0036+STABILITY: SURFACE MOTION
 FR0036
 FR0036  HISTORY     - Date     Condition        Report By
 FR0036  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0036  HISTORY     - 1934     GOOD             NGS
 FR0036  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0036
 FR0036                          STATION DESCRIPTION
 FR0036
 FR0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0036'16.7 MI S FROM GRAND CANYON.
 FR0036'ABOUT 16.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0036'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 3-1/2
 FR0036'POLES NORTH OF MILEPOST 47, 12.4 FEET WEST OF THE CENTER LINE OF THE
 FR0036'TRACK, AND IN THE TOP OF A LIMESTONE BOULDER.  A STANDARD MONEL-MOTAL
 FR0036'RIVET.
 FR0036
 FR0036                          STATION RECOVERY (1974)
 FR0036
 FR0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0037 ***********************************************************************
 FR0037  DESIGNATION -  RV 255
 FR0037  PID         -  FR0037
 FR0037  STATE/COUNTY-  AZ/COCONINO
 FR0037  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0037
 FR0037                         *CURRENT SURVEY CONTROL
 FR0037  ___________________________________________________________________
 FR0037* NAD 83(1986)-  35 54 05.     (N)    112 13 47.     (W)     SCALED    
 FR0037* NAVD 88     -      1916.335  (meters)    6287.18   (feet)  POSTED    
 FR0037  ___________________________________________________________________
 FR0037  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FR0037  DYNAMIC HT  -        1913.840 (meters)    6278.99  (feet)  COMP
 FR0037  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 FR0037
 FR0037  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0037
 FR0037.The horizontal coordinates were scaled from a topographic map and have
 FR0037.an estimated accuracy of +/- 6 seconds.
 FR0037
 FR0037.The orthometric height was determined by differential leveling
 FR0037.and adjusted by the  in 1992.
 FR0037.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0037.rate of 0.0 thru 1.0 mm/km.
 FR0037
 FR0037.The geoid height was determined by GEOID03.
 FR0037
 FR0037.The dynamic height is computed by dividing the NAVD 88
 FR0037.geopotential number by the normal gravity value computed on the
 FR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0037.degrees latitude (g = 980.6199 gals.).
 FR0037
 FR0037.The modeled gravity was interpolated from observed gravity values.
 FR0037
 FR0037;                    North         East    Units  Estimated Accuracy
 FR0037;SPC AZ C     -   543,620.      185,100.      MT  (+/- 180 meters Scaled)
 FR0037
 FR0037                          SUPERSEDED SURVEY CONTROL
 FR0037
 FR0037  NGVD 29 (??/??/92) 1915.457  (m)         6284.30   (f) ADJ UNCH    2 0
 FR0037
 FR0037.Superseded values are not recommended for survey control.
 FR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0037.See file dsdata.txt to determine how the superseded data were derived.
 FR0037
 FR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE890737(NAD 83)
 FR0037_MARKER: R = RIVET
 FR0037_SETTING: 66 = SET IN ROCK OUTCROP
 FR0037_SP_SET: LIMESTONE
 FR0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0037+STABILITY: POSITION/ELEVATION WELL
 FR0037
 FR0037  HISTORY     - Date     Condition        Report By
 FR0037  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0037  HISTORY     - 1934     GOOD             NGS
 FR0037
 FR0037                          STATION DESCRIPTION
 FR0037
 FR0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0037'15.8 MI S FROM GRAND CANYON.
 FR0037'ABOUT 15.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0037'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, ABOUT 90 FEET
 FR0037'SOUTH OF MILEPOST 48, 10.2 FEET WEST OF THE CENTER LINE OF THE TRACK,
 FR0037'AND IN THE TOP OF A LIMESTONE ROCK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0039 ***********************************************************************
 FR0039  DESIGNATION -  RV 256
 FR0039  PID         -  FR0039
 FR0039  STATE/COUNTY-  AZ/COCONINO
 FR0039  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0039
 FR0039                         *CURRENT SURVEY CONTROL
 FR0039  ___________________________________________________________________
 FR0039* NAD 83(1986)-  35 55 30.     (N)    112 12 49.     (W)     SCALED    
 FR0039* NAVD 88     -      1964.870  (meters)    6446.41   (feet)  POSTED    
 FR0039  ___________________________________________________________________
 FR0039  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FR0039  DYNAMIC HT  -        1962.300 (meters)    6437.98  (feet)  COMP
 FR0039  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 FR0039
 FR0039  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0039
 FR0039.The horizontal coordinates were scaled from a topographic map and have
 FR0039.an estimated accuracy of +/- 6 seconds.
 FR0039
 FR0039.The orthometric height was determined by differential leveling
 FR0039.and adjusted by the  in 1992.
 FR0039.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0039.rate of 0.0 thru 1.0 mm/km.
 FR0039
 FR0039.The geoid height was determined by GEOID03.
 FR0039
 FR0039.The dynamic height is computed by dividing the NAVD 88
 FR0039.geopotential number by the normal gravity value computed on the
 FR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0039.degrees latitude (g = 980.6199 gals.).
 FR0039
 FR0039.The modeled gravity was interpolated from observed gravity values.
 FR0039
 FR0039;                    North         East    Units  Estimated Accuracy
 FR0039;SPC AZ C     -   546,230.      186,560.      MT  (+/- 180 meters Scaled)
 FR0039
 FR0039                          SUPERSEDED SURVEY CONTROL
 FR0039
 FR0039  NGVD 29 (??/??/92) 1963.974  (m)         6443.47   (f) ADJ UNCH    2 0
 FR0039
 FR0039.Superseded values are not recommended for survey control.
 FR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0039.See file dsdata.txt to determine how the superseded data were derived.
 FR0039
 FR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE905763(NAD 83)
 FR0039_MARKER: R = RIVET
 FR0039_SETTING: 66 = SET IN ROCK OUTCROP
 FR0039_SP_SET: LIMESTONE ROCK
 FR0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0039+STABILITY: POSITION/ELEVATION WELL
 FR0039
 FR0039  HISTORY     - Date     Condition        Report By
 FR0039  HISTORY     - UNK      MONUMENTED       CGS
 FR0039  HISTORY     - 1934     GOOD             NGS
 FR0039  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0039
 FR0039                          STATION DESCRIPTION
 FR0039
 FR0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0039'GRAND CANYON.
 FR0039'ABOUT 13.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0039'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT HOPI, AT
 FR0039'MILEPOST 50, 8.5 FEET SOUTH OF THE SOUTH SWITCH OF THE PASSING TRACK,
 FR0039'15.4 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A
 FR0039'LIMESTONE ROCK.  A STANDARD MONEL-METAL RIVET.
 FR0039
 FR0039                          STATION RECOVERY (1974)
 FR0039
 FR0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0041 ***********************************************************************
 FR0041  DESIGNATION -  RV 257
 FR0041  PID         -  FR0041
 FR0041  STATE/COUNTY-  AZ/COCONINO
 FR0041  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0041
 FR0041                         *CURRENT SURVEY CONTROL
 FR0041  ___________________________________________________________________
 FR0041* NAD 83(1986)-  35 56 08.     (N)    112 11 43.     (W)     SCALED    
 FR0041* NAVD 88     -      1984.937  (meters)    6512.25   (feet)  POSTED    
 FR0041  ___________________________________________________________________
 FR0041  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FR0041  DYNAMIC HT  -        1982.330 (meters)    6503.69  (feet)  COMP
 FR0041  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 FR0041
 FR0041  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0041
 FR0041.The horizontal coordinates were scaled from a topographic map and have
 FR0041.an estimated accuracy of +/- 6 seconds.
 FR0041
 FR0041.The orthometric height was determined by differential leveling
 FR0041.and adjusted by the  in 1992.
 FR0041.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0041.rate of 0.0 thru 1.0 mm/km.
 FR0041
 FR0041.The geoid height was determined by GEOID03.
 FR0041
 FR0041.The dynamic height is computed by dividing the NAVD 88
 FR0041.geopotential number by the normal gravity value computed on the
 FR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0041.degrees latitude (g = 980.6199 gals.).
 FR0041
 FR0041.The modeled gravity was interpolated from observed gravity values.
 FR0041
 FR0041;                    North         East    Units  Estimated Accuracy
 FR0041;SPC AZ C     -   547,400.      188,220.      MT  (+/- 180 meters Scaled)
 FR0041
 FR0041                          SUPERSEDED SURVEY CONTROL
 FR0041
 FR0041  NGVD 29 (??/??/92) 1984.020  (m)         6509.24   (f) ADJ UNCH    2 0
 FR0041
 FR0041.Superseded values are not recommended for survey control.
 FR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0041.See file dsdata.txt to determine how the superseded data were derived.
 FR0041
 FR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE921774(NAD 83)
 FR0041_MARKER: R = RIVET
 FR0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0041_SP_SET: BRIDGE
 FR0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0041
 FR0041  HISTORY     - Date     Condition        Report By
 FR0041  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0041  HISTORY     - 1934     GOOD             NGS
 FR0041
 FR0041                          STATION DESCRIPTION
 FR0041
 FR0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0041'12.4 MI S FROM GRAND CANYON.
 FR0041'ABOUT 12.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0041'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT MILEAGE 51.4,
 FR0041'AT BRIDGE 52 A, IN THE TOP OF THE WEST CONCRETE HEAD WALL, AND 16 FEET
 FR0041'WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0043 ***********************************************************************
 FR0043  DESIGNATION -  RV 258
 FR0043  PID         -  FR0043
 FR0043  STATE/COUNTY-  AZ/COCONINO
 FR0043  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0043
 FR0043                         *CURRENT SURVEY CONTROL
 FR0043  ___________________________________________________________________
 FR0043* NAD 83(1986)-  35 57 38.     (N)    112 10 56.     (W)     SCALED    
 FR0043* NAVD 88     -      1987.753  (meters)    6521.49   (feet)  POSTED    
 FR0043  ___________________________________________________________________
 FR0043  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FR0043  DYNAMIC HT  -        1985.140 (meters)    6512.91  (feet)  COMP
 FR0043  MODELED GRAV-     979,246.7   (mgal)                       NAVD 88
 FR0043
 FR0043  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0043
 FR0043.The horizontal coordinates were scaled from a topographic map and have
 FR0043.an estimated accuracy of +/- 6 seconds.
 FR0043
 FR0043.The orthometric height was determined by differential leveling
 FR0043.and adjusted by the  in 1992.
 FR0043.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0043.rate of 0.0 thru 1.0 mm/km.
 FR0043
 FR0043.The geoid height was determined by GEOID03.
 FR0043
 FR0043.The dynamic height is computed by dividing the NAVD 88
 FR0043.geopotential number by the normal gravity value computed on the
 FR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0043.degrees latitude (g = 980.6199 gals.).
 FR0043
 FR0043.The modeled gravity was interpolated from observed gravity values.
 FR0043
 FR0043;                    North         East    Units  Estimated Accuracy
 FR0043;SPC AZ C     -   550,170.      189,410.      MT  (+/- 180 meters Scaled)
 FR0043
 FR0043                          SUPERSEDED SURVEY CONTROL
 FR0043
 FR0043  NGVD 29 (??/??/92) 1986.835  (m)         6518.47   (f) ADJ UNCH    2 0
 FR0043
 FR0043.Superseded values are not recommended for survey control.
 FR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0043.See file dsdata.txt to determine how the superseded data were derived.
 FR0043
 FR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE933802(NAD 83)
 FR0043_MARKER: R = RIVET
 FR0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0043_SP_SET: BRIDGE
 FR0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0043
 FR0043  HISTORY     - Date     Condition        Report By
 FR0043  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0043  HISTORY     - 1934     GOOD             NGS
 FR0043
 FR0043                          STATION DESCRIPTION
 FR0043
 FR0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0043'10.5 MI S FROM GRAND CANYON.
 FR0043'ABOUT 10.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0043'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT MILEAGE 53.3,
 FR0043'AT BRIDGE 54 A, IN THE TOP OF THE WEST CONCRETE HEAD WALL, AND 11.2
 FR0043'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL
 FR0043'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0045 ***********************************************************************
 FR0045  DESIGNATION -  RV 259
 FR0045  PID         -  FR0045
 FR0045  STATE/COUNTY-  AZ/COCONINO
 FR0045  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0045
 FR0045                         *CURRENT SURVEY CONTROL
 FR0045  ___________________________________________________________________
 FR0045* NAD 83(1986)-  35 59 04.     (N)    112 10 40.     (W)     SCALED    
 FR0045* NAVD 88     -      1959.147  (meters)    6427.63   (feet)  POSTED    
 FR0045  ___________________________________________________________________
 FR0045  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FR0045  DYNAMIC HT  -        1956.570 (meters)    6419.18  (feet)  COMP
 FR0045  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 FR0045
 FR0045  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0045
 FR0045.The horizontal coordinates were scaled from a topographic map and have
 FR0045.an estimated accuracy of +/- 6 seconds.
 FR0045
 FR0045.The orthometric height was determined by differential leveling
 FR0045.and adjusted by the  in 1992.
 FR0045.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0045.rate of 0.0 thru 1.0 mm/km.
 FR0045
 FR0045.The geoid height was determined by GEOID03.
 FR0045
 FR0045.The dynamic height is computed by dividing the NAVD 88
 FR0045.geopotential number by the normal gravity value computed on the
 FR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0045.degrees latitude (g = 980.6199 gals.).
 FR0045
 FR0045.The modeled gravity was interpolated from observed gravity values.
 FR0045
 FR0045;                    North         East    Units  Estimated Accuracy
 FR0045;SPC AZ C     -   552,820.      189,820.      MT  (+/- 180 meters Scaled)
 FR0045
 FR0045                          SUPERSEDED SURVEY CONTROL
 FR0045
 FR0045  NGVD 29 (??/??/92) 1958.230  (m)         6424.63   (f) ADJ UNCH    2 0
 FR0045
 FR0045.Superseded values are not recommended for survey control.
 FR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0045.See file dsdata.txt to determine how the superseded data were derived.
 FR0045
 FR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE938828(NAD 83)
 FR0045_MARKER: R = RIVET
 FR0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0045_SP_SET: BRIDGE
 FR0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0045
 FR0045  HISTORY     - Date     Condition        Report By
 FR0045  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0045  HISTORY     - 1934     GOOD             NGS
 FR0045
 FR0045                          STATION DESCRIPTION
 FR0045
 FR0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0045'8.4 MI S FROM GRAND CANYON.
 FR0045'ABOUT 8.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0045'FROM EL TOVAR HOTEL AT GRAND CANYON, COCONINO COUNTY, AT MILEAGE 55.4,
 FR0045'AT BRIDGE 56 B, IN THE TOP OF THE NORTH PARAPET WALL, AND 9.3 FEET
 FR0045'WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0830 ***********************************************************************
 DW0830  DESIGNATION -  RV 26
 DW0830  PID         -  DW0830
 DW0830  STATE/COUNTY-  AZ/LA PAZ
 DW0830  USGS QUAD   -  BOUSE (1990)
 DW0830
 DW0830                         *CURRENT SURVEY CONTROL
 DW0830  ___________________________________________________________________
 DW0830* NAD 83(1986)-  33 59 26.     (N)    114 04 52.     (W)     SCALED    
 DW0830* NAVD 88     -       247.58   (+/-2cm)     812.3    (feet)  VERTCON   
 DW0830  ___________________________________________________________________
 DW0830  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DW0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0830
 DW0830.The horizontal coordinates were scaled from a topographic map and have
 DW0830.an estimated accuracy of +/- 6 seconds.
 DW0830
 DW0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0830.The vertical order pertains to the NGVD 29 superseded value.
 DW0830
 DW0830.The geoid height was determined by GEOID03.
 DW0830
 DW0830;                    North         East    Units  Estimated Accuracy
 DW0830;SPC AZ W     -   331,670.      182,770.      MT  (+/- 180 meters Scaled)
 DW0830
 DW0830                          SUPERSEDED SURVEY CONTROL
 DW0830
 DW0830  NGVD 29 (??/??/??)  246.967  (m)          810.26   (f) ADJUSTED    2 0
 DW0830
 DW0830.Superseded values are not recommended for survey control.
 DW0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0830.See file dsdata.txt to determine how the superseded data were derived.
 DW0830
 DW0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT696649(NAD 83)
 DW0830_MARKER: R = RIVET
 DW0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0830_SP_SET: LAVA OUTCROP
 DW0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0830
 DW0830  HISTORY     - Date     Condition        Report By
 DW0830  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0830  HISTORY     - 1935     GOOD             NGS
 DW0830
 DW0830                          STATION DESCRIPTION
 DW0830
 DW0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0830'4.6 MI S FROM WALL.
 DW0830'ABOUT 4.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0830'RAILWAY FROM THE STATION AT WALL, YUMA COUNTY, 4 FEET NORTH
 DW0830'OF MILEPOST 86, ABOUT 39 YARDS (3 1/2 RAILS) NORTHWEST OF
 DW0830'WOODEN BRIDGE 86 C, 33 FEET SOUTH OF THE CENTER LINE OF THE
 DW0830'TRACK, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD MONEL-METAL
 DW0830'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0126 ***********************************************************************
 DU0126  DESIGNATION -  RV 26
 DU0126  PID         -  DU0126
 DU0126  STATE/COUNTY-  AZ/GRAHAM
 DU0126  USGS QUAD   -  DEWEY FLAT (1989)
 DU0126
 DU0126                         *CURRENT SURVEY CONTROL
 DU0126  ___________________________________________________________________
 DU0126* NAD 83(1986)-  33 13 57.     (N)    110 22 24.     (W)     SCALED    
 DU0126* NAVD 88     -       785.541  (meters)    2577.23   (feet)  ADJUSTED  
 DU0126  ___________________________________________________________________
 DU0126  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DU0126  DYNAMIC HT  -         784.490 (meters)    2573.78  (feet)  COMP
 DU0126  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 DU0126
 DU0126  VERT ORDER  -  FIRST     CLASS II
 DU0126
 DU0126.The horizontal coordinates were scaled from a topographic map and have
 DU0126.an estimated accuracy of +/- 6 seconds.
 DU0126
 DU0126.The orthometric height was determined by differential leveling
 DU0126.and adjusted in June 1991.
 DU0126
 DU0126.The geoid height was determined by GEOID03.
 DU0126
 DU0126.The dynamic height is computed by dividing the NAVD 88
 DU0126.geopotential number by the normal gravity value computed on the
 DU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0126.degrees latitude (g = 980.6199 gals.).
 DU0126
 DU0126.The modeled gravity was interpolated from observed gravity values.
 DU0126
 DU0126;                    North         East    Units  Estimated Accuracy
 DU0126;SPC AZ E     -   247,550.      194,100.      MT  (+/- 180 meters Scaled)
 DU0126
 DU0126                          SUPERSEDED SURVEY CONTROL
 DU0126
 DU0126  NGVD 29 (??/??/92)  784.968  (m)         2575.35   (f) ADJ UNCH    1 2
 DU0126
 DU0126.Superseded values are not recommended for survey control.
 DU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0126.See file dsdata.txt to determine how the superseded data were derived.
 DU0126
 DU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB583772(NAD 83)
 DU0126_MARKER: R = RIVET
 DU0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0126_SP_SET: CULVERT
 DU0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0126
 DU0126  HISTORY     - Date     Condition        Report By
 DU0126  HISTORY     - UNK      MONUMENTED       SPRR
 DU0126  HISTORY     - 1933     GOOD             NGS
 DU0126
 DU0126                          STATION DESCRIPTION
 DU0126
 DU0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0126'12.0 MI SE FROM SAN CARLOS.
 DU0126'ON SOUTHERN PACIFIC RIGHT OF WAY, 320 FEET NORTH OF MILEPOST 1189,
 DU0126'12 FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0126'1189.06.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0816 ***********************************************************************
 FR0816  DESIGNATION -  RV 261
 FR0816  PID         -  FR0816
 FR0816  STATE/COUNTY-  AZ/COCONINO
 FR0816  USGS QUAD   -  TUSAYAN WEST (1979)
 FR0816
 FR0816                         *CURRENT SURVEY CONTROL
 FR0816  ___________________________________________________________________
 FR0816* NAD 83(1986)-  35 59 58.     (N)    112 12 08.     (W)     SCALED    
 FR0816* NAVD 88     -      1937.462  (meters)    6356.49   (feet)  POSTED    
 FR0816  ___________________________________________________________________
 FR0816  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FR0816  DYNAMIC HT  -        1934.930 (meters)    6348.18  (feet)  COMP
 FR0816  MODELED GRAV-     979,258.0   (mgal)                       NAVD 88
 FR0816
 FR0816  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0816
 FR0816.The horizontal coordinates were scaled from a topographic map and have
 FR0816.an estimated accuracy of +/- 6 seconds.
 FR0816
 FR0816.The orthometric height was determined by differential leveling
 FR0816.and adjusted by the  in 1992.
 FR0816.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0816.rate of 0.0 thru 1.0 mm/km.
 FR0816
 FR0816.The geoid height was determined by GEOID03.
 FR0816
 FR0816.The dynamic height is computed by dividing the NAVD 88
 FR0816.geopotential number by the normal gravity value computed on the
 FR0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0816.degrees latitude (g = 980.6199 gals.).
 FR0816
 FR0816.The modeled gravity was interpolated from observed gravity values.
 FR0816
 FR0816;                    North         East    Units  Estimated Accuracy
 FR0816;SPC AZ C     -   554,490.      187,620.      MT  (+/- 180 meters Scaled)
 FR0816
 FR0816                          SUPERSEDED SURVEY CONTROL
 FR0816
 FR0816  NGVD 29 (??/??/92) 1936.563  (m)         6353.54   (f) ADJ UNCH    2 0
 FR0816
 FR0816.Superseded values are not recommended for survey control.
 FR0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0816.See file dsdata.txt to determine how the superseded data were derived.
 FR0816
 FR0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE916845(NAD 83)
 FR0816_MARKER: R = RIVET
 FR0816_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0816_SP_SET: BRIDGE HEADWALL
 FR0816_MARK LOGO: NONE  
 FR0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0816+STABILITY: SURFACE MOTION
 FR0816
 FR0816  HISTORY     - Date     Condition        Report By
 FR0816  HISTORY     - UNK      MONUMENTED       ATSFRR
 FR0816
 FR0816                          STATION DESCRIPTION
 FR0816
 FR0816'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD UNK
 FR0816'9.0 KM (5.60 MI) SW FROM GRAND CANYON.
 FR0816'ABOUT 5.6 MI SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0816'FROM EL TOVAR HOTEL AT GRAND CANYON, AT MILEAGE 58.2, AT BRIDGE 58 C,
 FR0816'IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL, AND 16.2 FT
 FR0816'WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0046 ***********************************************************************
 GQ0046  DESIGNATION -  RV 262
 GQ0046  PID         -  GQ0046
 GQ0046  STATE/COUNTY-  AZ/COCONINO
 GQ0046  USGS QUAD   -  GRAND CANYON (1988)
 GQ0046
 GQ0046                         *CURRENT SURVEY CONTROL
 GQ0046  ___________________________________________________________________
 GQ0046* NAD 83(1986)-  36 00 35.     (N)    112 11 31.     (W)     SCALED    
 GQ0046* NAVD 88     -      1957.975  (meters)    6423.79   (feet)  POSTED    
 GQ0046  ___________________________________________________________________
 GQ0046  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 GQ0046  DYNAMIC HT  -        1955.410 (meters)    6415.37  (feet)  COMP
 GQ0046  MODELED GRAV-     979,254.1   (mgal)                       NAVD 88
 GQ0046
 GQ0046  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0046
 GQ0046.The horizontal coordinates were scaled from a topographic map and have
 GQ0046.an estimated accuracy of +/- 6 seconds.
 GQ0046
 GQ0046.The orthometric height was determined by differential leveling
 GQ0046.and adjusted by the  in 1992.
 GQ0046.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0046.rate of 0.0 thru 1.0 mm/km.
 GQ0046
 GQ0046.The geoid height was determined by GEOID03.
 GQ0046
 GQ0046.The dynamic height is computed by dividing the NAVD 88
 GQ0046.geopotential number by the normal gravity value computed on the
 GQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0046.degrees latitude (g = 980.6199 gals.).
 GQ0046
 GQ0046.The modeled gravity was interpolated from observed gravity values.
 GQ0046
 GQ0046;                    North         East    Units  Estimated Accuracy
 GQ0046;SPC AZ C     -   555,630.      188,550.      MT  (+/- 180 meters Scaled)
 GQ0046
 GQ0046                          SUPERSEDED SURVEY CONTROL
 GQ0046
 GQ0046  NGVD 29 (??/??/92) 1957.067  (m)         6420.81   (f) ADJ UNCH    2 0
 GQ0046
 GQ0046.Superseded values are not recommended for survey control.
 GQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0046.See file dsdata.txt to determine how the superseded data were derived.
 GQ0046
 GQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE925856(NAD 83)
 GQ0046_MARKER: R = RIVET
 GQ0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0046_SP_SET: HEADWALL
 GQ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0046
 GQ0046  HISTORY     - Date     Condition        Report By
 GQ0046  HISTORY     - UNK      MONUMENTED       ATSFRR
 GQ0046  HISTORY     - 1934     GOOD             NGS
 GQ0046
 GQ0046                          STATION DESCRIPTION
 GQ0046
 GQ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0046'4.7 MI S FROM GRAND CANYON.
 GQ0046'4.7 MI SOUTH ON A.T.S.F. RY. FROM EL TOVAR HOTEL.  ABOUT MILE POLE
 GQ0046'59.1, ON BRIDGE 59-B, IN TOP OF THE EAST CONCRETE HEADWALL, AND 19.2
 GQ0046'FEET EAST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0048 ***********************************************************************
 GQ0048  DESIGNATION -  RV 263
 GQ0048  PID         -  GQ0048
 GQ0048  STATE/COUNTY-  AZ/COCONINO
 GQ0048  USGS QUAD   -  GRAND CANYON (1988)
 GQ0048
 GQ0048                         *CURRENT SURVEY CONTROL
 GQ0048  ___________________________________________________________________
 GQ0048* NAD 83(1986)-  36 01 30.     (N)    112 10 35.     (W)     SCALED    
 GQ0048* NAVD 88     -      1998.420  (meters)    6556.48   (feet)  POSTED    
 GQ0048  ___________________________________________________________________
 GQ0048  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 GQ0048  DYNAMIC HT  -        1995.780 (meters)    6547.82  (feet)  COMP
 GQ0048  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 GQ0048
 GQ0048  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0048
 GQ0048.The horizontal coordinates were scaled from a topographic map and have
 GQ0048.an estimated accuracy of +/- 6 seconds.
 GQ0048
 GQ0048.The orthometric height was determined by differential leveling
 GQ0048.and adjusted by the  in 1992.
 GQ0048.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0048.rate of 0.0 thru 1.0 mm/km.
 GQ0048
 GQ0048.The geoid height was determined by GEOID03.
 GQ0048
 GQ0048.The dynamic height is computed by dividing the NAVD 88
 GQ0048.geopotential number by the normal gravity value computed on the
 GQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0048.degrees latitude (g = 980.6199 gals.).
 GQ0048
 GQ0048.The modeled gravity was interpolated from observed gravity values.
 GQ0048
 GQ0048;                    North         East    Units  Estimated Accuracy
 GQ0048;SPC AZ C     -   557,320.      189,950.      MT  (+/- 180 meters Scaled)
 GQ0048
 GQ0048                          SUPERSEDED SURVEY CONTROL
 GQ0048
 GQ0048  NGVD 29 (??/??/92) 1997.483  (m)         6553.41   (f) ADJ UNCH    2 0
 GQ0048
 GQ0048.Superseded values are not recommended for survey control.
 GQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0048.See file dsdata.txt to determine how the superseded data were derived.
 GQ0048
 GQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE940873(NAD 83)
 GQ0048_MARKER: R = RIVET
 GQ0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0048_SP_SET: HEADWALL
 GQ0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0048
 GQ0048  HISTORY     - Date     Condition        Report By
 GQ0048  HISTORY     - UNK      MONUMENTED       ATSFRR
 GQ0048  HISTORY     - 1934     GOOD             NGS
 GQ0048
 GQ0048                          STATION DESCRIPTION
 GQ0048
 GQ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0048'3.2 MI S FROM GRAND CANYON.
 GQ0048'3.2 MI SOUTH ON A.T.S.F. RY. FROM EL TOVAR HOTEL.  ABOUT MILE POLE
 GQ0048'60.6, ON BRIDGE 61-A, IN TOP OF THE WEST CONCRETE HEADWALL, AND 15
 GQ0048'FEET WEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0049 ***********************************************************************
 GQ0049  DESIGNATION -  RV 264
 GQ0049  PID         -  GQ0049
 GQ0049  STATE/COUNTY-  AZ/COCONINO
 GQ0049  USGS QUAD   -  GRAND CANYON (1988)
 GQ0049
 GQ0049                         *CURRENT SURVEY CONTROL
 GQ0049  ___________________________________________________________________
 GQ0049* NAD 83(1986)-  36 01 59.     (N)    112 10 17.     (W)     SCALED    
 GQ0049* NAVD 88     -      2011.400  (meters)    6599.07   (feet)  POSTED    
 GQ0049  ___________________________________________________________________
 GQ0049  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GQ0049  DYNAMIC HT  -        2008.730 (meters)    6590.31  (feet)  COMP
 GQ0049  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 GQ0049
 GQ0049  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0049
 GQ0049.The horizontal coordinates were scaled from a topographic map and have
 GQ0049.an estimated accuracy of +/- 6 seconds.
 GQ0049
 GQ0049.The orthometric height was determined by differential leveling
 GQ0049.and adjusted by the  in 1992.
 GQ0049.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0049.rate of 0.0 thru 1.0 mm/km.
 GQ0049
 GQ0049.The geoid height was determined by GEOID03.
 GQ0049
 GQ0049.The dynamic height is computed by dividing the NAVD 88
 GQ0049.geopotential number by the normal gravity value computed on the
 GQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0049.degrees latitude (g = 980.6199 gals.).
 GQ0049
 GQ0049.The modeled gravity was interpolated from observed gravity values.
 GQ0049
 GQ0049;                    North         East    Units  Estimated Accuracy
 GQ0049;SPC AZ C     -   558,210.      190,410.      MT  (+/- 180 meters Scaled)
 GQ0049
 GQ0049                          SUPERSEDED SURVEY CONTROL
 GQ0049
 GQ0049  NGVD 29 (??/??/92) 2010.444  (m)         6595.93   (f) ADJ UNCH    2 0
 GQ0049
 GQ0049.Superseded values are not recommended for survey control.
 GQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0049.See file dsdata.txt to determine how the superseded data were derived.
 GQ0049
 GQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE944882(NAD 83)
 GQ0049_MARKER: R = RIVET
 GQ0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0049_SP_SET: PARAPET WALL
 GQ0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0049
 GQ0049  HISTORY     - Date     Condition        Report By
 GQ0049  HISTORY     - UNK      MONUMENTED       ATSFRR
 GQ0049  HISTORY     - 1934     GOOD             NGS
 GQ0049
 GQ0049                          STATION DESCRIPTION
 GQ0049
 GQ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0049'2.4 MI S FROM GRAND CANYON.
 GQ0049'2.4 MI SOUTH ON A.T.S.F. RY. FROM EL TOVAR HOTEL.  ABOUT MILE POLE
 GQ0049'61.4, ON BRIDGE 61-C, IN TOP OF THE SOUTH CONCRETE PARAPET WALL, 8.9
 GQ0049'FEET WEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0050 ***********************************************************************
 GQ0050  DESIGNATION -  RV 265
 GQ0050  PID         -  GQ0050
 GQ0050  STATE/COUNTY-  AZ/COCONINO
 GQ0050  USGS QUAD   -  GRAND CANYON (1988)
 GQ0050
 GQ0050                         *CURRENT SURVEY CONTROL
 GQ0050  ___________________________________________________________________
 GQ0050* NAD 83(1986)-  36 02 22.     (N)    112 09 37.     (W)     SCALED    
 GQ0050* NAVD 88     -      2029.639  (meters)    6658.91   (feet)  POSTED    
 GQ0050  ___________________________________________________________________
 GQ0050  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 GQ0050  DYNAMIC HT  -        2026.930 (meters)    6650.02  (feet)  COMP
 GQ0050  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 GQ0050
 GQ0050  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0050
 GQ0050.The horizontal coordinates were scaled from a topographic map and have
 GQ0050.an estimated accuracy of +/- 6 seconds.
 GQ0050
 GQ0050.The orthometric height was determined by differential leveling
 GQ0050.and adjusted by the  in 1992.
 GQ0050.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0050.rate of 0.0 thru 1.0 mm/km.
 GQ0050
 GQ0050.The geoid height was determined by GEOID03.
 GQ0050
 GQ0050.The dynamic height is computed by dividing the NAVD 88
 GQ0050.geopotential number by the normal gravity value computed on the
 GQ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0050.degrees latitude (g = 980.6199 gals.).
 GQ0050
 GQ0050.The modeled gravity was interpolated from observed gravity values.
 GQ0050
 GQ0050;                    North         East    Units  Estimated Accuracy
 GQ0050;SPC AZ C     -   558,920.      191,410.      MT  (+/- 180 meters Scaled)
 GQ0050
 GQ0050                          SUPERSEDED SURVEY CONTROL
 GQ0050
 GQ0050  NGVD 29 (??/??/92) 2028.665  (m)         6655.71   (f) ADJ UNCH    2 0
 GQ0050
 GQ0050.Superseded values are not recommended for survey control.
 GQ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0050.See file dsdata.txt to determine how the superseded data were derived.
 GQ0050
 GQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE954889(NAD 83)
 GQ0050_MARKER: R = RIVET
 GQ0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0050_SP_SET: PARAPET WALL
 GQ0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0050
 GQ0050  HISTORY     - Date     Condition        Report By
 GQ0050  HISTORY     - UNK      MONUMENTED       ATSFRR
 GQ0050  HISTORY     - 1934     GOOD             NGS
 GQ0050
 GQ0050                          STATION DESCRIPTION
 GQ0050
 GQ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0050'2.0 MI S FROM GRAND CANYON.
 GQ0050'2.0 MI SOUTH ON A.T.S.F. RY. FROM EL TOVAR HOTEL.  ABOUT MILE POLE
 GQ0050'61.8, ON BRIDGE 62-A, IN TOP OF THE SOUTH PARAPET WALL, AND 8.5 FEET
 GQ0050'WEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0052 ***********************************************************************
 GQ0052  DESIGNATION -  RV 266
 GQ0052  PID         -  GQ0052
 GQ0052  STATE/COUNTY-  AZ/COCONINO
 GQ0052  USGS QUAD   -  GRAND CANYON (1988)
 GQ0052
 GQ0052                         *CURRENT SURVEY CONTROL
 GQ0052  ___________________________________________________________________
 GQ0052* NAD 83(1986)-  36 02 54.     (N)    112 09 07.     (W)     SCALED    
 GQ0052* NAVD 88     -      2055.115  (meters)    6742.49   (feet)  POSTED    
 GQ0052  ___________________________________________________________________
 GQ0052  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GQ0052  DYNAMIC HT  -        2052.370 (meters)    6733.48  (feet)  COMP
 GQ0052  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 GQ0052
 GQ0052  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0052
 GQ0052.The horizontal coordinates were scaled from a topographic map and have
 GQ0052.an estimated accuracy of +/- 6 seconds.
 GQ0052
 GQ0052.The orthometric height was determined by differential leveling
 GQ0052.and adjusted by the  in 1992.
 GQ0052.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0052.rate of 0.0 thru 1.0 mm/km.
 GQ0052
 GQ0052.The geoid height was determined by GEOID03.
 GQ0052
 GQ0052.The dynamic height is computed by dividing the NAVD 88
 GQ0052.geopotential number by the normal gravity value computed on the
 GQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0052.degrees latitude (g = 980.6199 gals.).
 GQ0052
 GQ0052.The modeled gravity was interpolated from observed gravity values.
 GQ0052
 GQ0052;                    North         East    Units  Estimated Accuracy
 GQ0052;SPC AZ C     -   559,900.      192,160.      MT  (+/- 180 meters Scaled)
 GQ0052
 GQ0052                          SUPERSEDED SURVEY CONTROL
 GQ0052
 GQ0052  NGVD 29 (??/??/92) 2054.131  (m)         6739.26   (f) ADJ UNCH    2 0
 GQ0052
 GQ0052.Superseded values are not recommended for survey control.
 GQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0052.See file dsdata.txt to determine how the superseded data were derived.
 GQ0052
 GQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE962899(NAD 83)
 GQ0052_MARKER: R = RIVET
 GQ0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0052_SP_SET: HEADWALL
 GQ0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0052
 GQ0052  HISTORY     - Date     Condition        Report By
 GQ0052  HISTORY     - UNK      MONUMENTED       ATSFRR
 GQ0052  HISTORY     - 1934     GOOD             NGS
 GQ0052
 GQ0052                          STATION DESCRIPTION
 GQ0052
 GQ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0052'1.0 MI S FROM GRAND CANYON.
 GQ0052'1.0 MI SOUTH ON A.T.S.F. BY. FROM EL TOVAR HOTEL.  ABOUT MILE POLE
 GQ0052'62.8, ON BRIDGE 63-A, IN TOP OF THE WEST CONCRETE HEADWALL, 10.4 FT
 GQ0052'WEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0053 ***********************************************************************
 GQ0053  DESIGNATION -  RV 267
 GQ0053  PID         -  GQ0053
 GQ0053  STATE/COUNTY-  AZ/COCONINO
 GQ0053  USGS QUAD   -  GRAND CANYON (1988)
 GQ0053
 GQ0053                         *CURRENT SURVEY CONTROL
 GQ0053  ___________________________________________________________________
 GQ0053* NAD 83(1986)-  36 03 23.     (N)    112 08 45.     (W)     SCALED    
 GQ0053* NAVD 88     -      2078.075  (meters)    6817.82   (feet)  POSTED    
 GQ0053  ___________________________________________________________________
 GQ0053  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0053  DYNAMIC HT  -        2075.300 (meters)    6808.71  (feet)  COMP
 GQ0053  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 GQ0053
 GQ0053  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0053
 GQ0053.The horizontal coordinates were scaled from a topographic map and have
 GQ0053.an estimated accuracy of +/- 6 seconds.
 GQ0053
 GQ0053.The orthometric height was determined by differential leveling
 GQ0053.and adjusted by the  in 1992.
 GQ0053.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0053.rate of 0.0 thru 1.0 mm/km.
 GQ0053
 GQ0053.The geoid height was determined by GEOID03.
 GQ0053
 GQ0053.The dynamic height is computed by dividing the NAVD 88
 GQ0053.geopotential number by the normal gravity value computed on the
 GQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0053.degrees latitude (g = 980.6199 gals.).
 GQ0053
 GQ0053.The modeled gravity was interpolated from observed gravity values.
 GQ0053
 GQ0053;                    North         East    Units  Estimated Accuracy
 GQ0053;SPC AZ C     -   560,790.      192,710.      MT  (+/- 180 meters Scaled)
 GQ0053
 GQ0053                          SUPERSEDED SURVEY CONTROL
 GQ0053
 GQ0053  NGVD 29 (??/??/92) 2077.093  (m)         6814.60   (f) ADJ UNCH    2 0
 GQ0053
 GQ0053.Superseded values are not recommended for survey control.
 GQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0053.See file dsdata.txt to determine how the superseded data were derived.
 GQ0053
 GQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE968908(NAD 83)
 GQ0053_MARKER: R = RIVET
 GQ0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0053_SP_SET: PARAPET WALL
 GQ0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0053
 GQ0053  HISTORY     - Date     Condition        Report By
 GQ0053  HISTORY     - UNK      MONUMENTED       ATSFRR
 GQ0053  HISTORY     - 1934     GOOD             NGS
 GQ0053  HISTORY     - 19850510 MARK NOT FOUND   USGS
 GQ0053
 GQ0053                          STATION DESCRIPTION
 GQ0053
 GQ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GQ0053'0.8 MI S FROM GRAND CANYON.
 GQ0053'0.8 MI SOUTH OF EL TOVAR HOTEL, ON A.T.S.F. RY. ABOUT MILE POLE 63.0,
 GQ0053'ON BRIDGE 64-B, IN TOP OF THE SOUTH CONCRETE PARAPET WALL, AND 7.4
 GQ0053'FEET WEST OF THE CENTERLINE OF THE TRACK.
 GQ0053
 GQ0053                          STATION RECOVERY (1985)
 GQ0053
 GQ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DLL)
 GQ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0764 ***********************************************************************
 DU0764  DESIGNATION -  RV 268
 DU0764  PID         -  DU0764
 DU0764  STATE/COUNTY-  AZ/MARICOPA
 DU0764  USGS QUAD   -  CHANDLER (1981)
 DU0764
 DU0764                         *CURRENT SURVEY CONTROL
 DU0764  ___________________________________________________________________
 DU0764* NAD 83(1986)-  33 21 47.     (N)    111 48 23.     (W)     SCALED    
 DU0764* NAVD 88     -       373.08   (+/-2cm)    1224.0    (feet)  VERTCON   
 DU0764  ___________________________________________________________________
 DU0764  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0764
 DU0764.The horizontal coordinates were scaled from a topographic map and have
 DU0764.an estimated accuracy of +/- 6 seconds.
 DU0764
 DU0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0764.The vertical order pertains to the NGVD 29 superseded value.
 DU0764
 DU0764.The geoid height was determined by GEOID03.
 DU0764
 DU0764;                    North         East    Units  Estimated Accuracy
 DU0764;SPC AZ C     -   262,020.      223,620.      MT  (+/- 180 meters Scaled)
 DU0764
 DU0764                          SUPERSEDED SURVEY CONTROL
 DU0764
 DU0764  NGVD 29 (??/??/92)  372.542  (m)         1222.25   (f) ADJ UNCH    2 0
 DU0764
 DU0764.Superseded values are not recommended for survey control.
 DU0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0764.See file dsdata.txt to determine how the superseded data were derived.
 DU0764
 DU0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB249918(NAD 83)
 DU0764_MARKER: R = RIVET
 DU0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0764_SP_SET: CULVERT
 DU0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0764
 DU0764  HISTORY     - Date     Condition        Report By
 DU0764  HISTORY     - UNK      MONUMENTED       SPRR
 DU0764  HISTORY     - 1934     GOOD             NGS
 DU0764  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU0764  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0764
 DU0764                          STATION DESCRIPTION
 DU0764
 DU0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0764'3.8 MI S FROM MESA.
 DU0764'3.8 MI SOUTH ON S. P RY FROM DEPOT.  (1.3 MI NORTH OF GILBERT) IN THE
 DU0764'TOP OF THE CONCRETE HEADWALL OF CULVERT NO. 925-H, AND 15 FEET EAST OF
 DU0764'THE CENTERLINE OF THE TRACK.
 DU0764
 DU0764                          STATION RECOVERY (2005)
 DU0764
 DU0764'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0764'FOLLOWED THE TRACK .3 MILES NORTHWEST FROM MILE POLE 926 (MILE POLE
 DU0764'927 IS  GILBERT ). DID NOT FIND ANY CULVERTS. THE TRACK IN THIS AREA
 DU0764'NOW HAS A ROAD CROSSING AT COOPER ROAD AND GUADALUPE ROAD.
 DU0764
 DU0764                          STATION RECOVERY (2007)
 DU0764
 DU0764'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0764'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0764'MARK.
 DU0764'THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0767 ***********************************************************************
 DU0767  DESIGNATION -  RV 269
 DU0767  PID         -  DU0767
 DU0767  STATE/COUNTY-  AZ/MARICOPA
 DU0767  USGS QUAD   -  CHANDLER (1981)
 DU0767
 DU0767                         *CURRENT SURVEY CONTROL
 DU0767  ___________________________________________________________________
 DU0767* NAD 83(1986)-  33 21 09.     (N)    111 47 22.     (W)     SCALED    
 DU0767* NAVD 88     -       378.79   (+/-2cm)    1242.7    (feet)  VERTCON   
 DU0767  ___________________________________________________________________
 DU0767  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0767
 DU0767.The horizontal coordinates were scaled from a topographic map and have
 DU0767.an estimated accuracy of +/- 6 seconds.
 DU0767
 DU0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0767.The vertical order pertains to the NGVD 29 superseded value.
 DU0767
 DU0767.The geoid height was determined by GEOID03.
 DU0767
 DU0767;                    North         East    Units  Estimated Accuracy
 DU0767;SPC AZ C     -   260,850.      225,200.      MT  (+/- 180 meters Scaled)
 DU0767
 DU0767                          SUPERSEDED SURVEY CONTROL
 DU0767
 DU0767  NGVD 29 (??/??/92)  378.258  (m)         1241.00   (f) ADJ UNCH    2 0
 DU0767
 DU0767.Superseded values are not recommended for survey control.
 DU0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0767.See file dsdata.txt to determine how the superseded data were derived.
 DU0767
 DU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB265906(NAD 83)
 DU0767_MARKER: R = RIVET
 DU0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0767_SP_SET: CURB
 DU0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0767
 DU0767  HISTORY     - Date     Condition        Report By
 DU0767  HISTORY     - UNK      MONUMENTED       SPRR
 DU0767  HISTORY     - 1934     GOOD             NGS
 DU0767  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 DU0767  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU0767
 DU0767                          STATION DESCRIPTION
 DU0767
 DU0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0767'IN GILBERT.
 DU0767'ABOUT 200 FEET WEST OF MILE POLE NO. 927, IN THE CONCRETE CURB AT THE
 DU0767'EAST END OF THE FREIGHT PLATFORM, FOUR (4) FEET ABOVE THE TOP OF RAIL,
 DU0767'AND 25 FEET NORTH FROM THE CENTERLINE OF THE MAIN TRACK.
 DU0767
 DU0767                          STATION RECOVERY (2005)
 DU0767
 DU0767'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0767'FOUND MILE POLE NO. 927, BUT THE FREIGHT PLATFORM THAT WAS 200 FEET
 DU0767'WEST OF THE POLE IS NO LONGER THERE. THERE ARE NO CONCRETE STRUCTURES
 DU0767'ABOVE THE TOP OF THE RAIL. THE AREA IS NOW DIRT/GRAVEL AND NEAR A
 DU0767'PARKING LOT.
 DU0767
 DU0767                          STATION RECOVERY (2007)
 DU0767
 DU0767'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0767'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0767'MARK.
 DU0767'THE FREIGHT PLATFORM HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0828 ***********************************************************************
 DW0828  DESIGNATION -  RV 27
 DW0828  PID         -  DW0828
 DW0828  STATE/COUNTY-  AZ/LA PAZ
 DW0828  USGS QUAD   -  BOUSE (1990)
 DW0828
 DW0828                         *CURRENT SURVEY CONTROL
 DW0828  ___________________________________________________________________
 DW0828* NAD 83(1986)-  33 59 06.     (N)    114 03 53.     (W)     SCALED    
 DW0828* NAVD 88     -       254.52   (+/-2cm)     835.0    (feet)  VERTCON   
 DW0828  ___________________________________________________________________
 DW0828  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DW0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0828
 DW0828.The horizontal coordinates were scaled from a topographic map and have
 DW0828.an estimated accuracy of +/- 6 seconds.
 DW0828
 DW0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0828.The vertical order pertains to the NGVD 29 superseded value.
 DW0828
 DW0828.The geoid height was determined by GEOID03.
 DW0828
 DW0828;                    North         East    Units  Estimated Accuracy
 DW0828;SPC AZ W     -   331,050.      184,280.      MT  (+/- 180 meters Scaled)
 DW0828
 DW0828                          SUPERSEDED SURVEY CONTROL
 DW0828
 DW0828  NGVD 29 (??/??/??)  253.898  (m)          833.00   (f) ADJUSTED    2 0
 DW0828
 DW0828.Superseded values are not recommended for survey control.
 DW0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0828.See file dsdata.txt to determine how the superseded data were derived.
 DW0828
 DW0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT711643(NAD 83)
 DW0828_MARKER: R = RIVET
 DW0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0828_SP_SET: WALL FOUNDATION
 DW0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0828
 DW0828  HISTORY     - Date     Condition        Report By
 DW0828  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0828  HISTORY     - 1935     GOOD             NGS
 DW0828
 DW0828                          STATION DESCRIPTION
 DW0828
 DW0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0828'4.9 MI NW FROM BOUSE.
 DW0828'ABOUT 4.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0828'RAILWAY FROM THE STATION AT BOUSE, YUMA COUNTY, ABOUT 170 YARDS
 DW0828'(15 1/2 RAILS) SOUTHEAST OF MILEPOST 85, AT THE SOUTHEAST END OF
 DW0828'WOODEN BRIDGE 85 B, IN THE TOP OF THE NORTHEAST CORNER OF THE
 DW0828'CONCRETE BLANKET WALL FOUNDATION, AND 14.5 FEET NORTHEAST OF THE
 DW0828'CENTER LINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0127 ***********************************************************************
 DU0127  DESIGNATION -  RV 27
 DU0127  PID         -  DU0127
 DU0127  STATE/COUNTY-  AZ/GRAHAM
 DU0127  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0127
 DU0127                         *CURRENT SURVEY CONTROL
 DU0127  ___________________________________________________________________
 DU0127* NAD 83(1986)-  33 14 23.     (N)    110 22 41.     (W)     SCALED    
 DU0127* NAVD 88     -       784.588  (meters)    2574.10   (feet)  ADJUSTED  
 DU0127  ___________________________________________________________________
 DU0127  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU0127  DYNAMIC HT  -         783.539 (meters)    2570.66  (feet)  COMP
 DU0127  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 DU0127
 DU0127  VERT ORDER  -  FIRST     CLASS II
 DU0127
 DU0127.The horizontal coordinates were scaled from a topographic map and have
 DU0127.an estimated accuracy of +/- 6 seconds.
 DU0127
 DU0127.The orthometric height was determined by differential leveling
 DU0127.and adjusted in June 1991.
 DU0127
 DU0127.The geoid height was determined by GEOID03.
 DU0127
 DU0127.The dynamic height is computed by dividing the NAVD 88
 DU0127.geopotential number by the normal gravity value computed on the
 DU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0127.degrees latitude (g = 980.6199 gals.).
 DU0127
 DU0127.The modeled gravity was interpolated from observed gravity values.
 DU0127
 DU0127;                    North         East    Units  Estimated Accuracy
 DU0127;SPC AZ E     -   248,360.      193,660.      MT  (+/- 180 meters Scaled)
 DU0127
 DU0127                          SUPERSEDED SURVEY CONTROL
 DU0127
 DU0127  NGVD 29 (??/??/92)  784.017  (m)         2572.23   (f) ADJ UNCH    1 2
 DU0127
 DU0127.Superseded values are not recommended for survey control.
 DU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0127.See file dsdata.txt to determine how the superseded data were derived.
 DU0127
 DU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB579780(NAD 83)
 DU0127_MARKER: R = RIVET
 DU0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0127_SP_SET: ABUTMENT
 DU0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0127
 DU0127  HISTORY     - Date     Condition        Report By
 DU0127  HISTORY     - UNK      MONUMENTED       SPRR
 DU0127  HISTORY     - 1933     GOOD             NGS
 DU0127
 DU0127                          STATION DESCRIPTION
 DU0127
 DU0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0127'11.3 MI SE FROM SAN CARLOS.
 DU0127'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.32 MILES SOUTHEAST OF MILEPOST
 DU0127'1190, 9 FEET SOUTH OF RAILROAD CENTER-LINE, IN WESTERLY ABUTMENT OF
 DU0127'BALLAST DECK TRESTLE MARKED 1189.68.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0768 ***********************************************************************
 DU0768  DESIGNATION -  RV 270
 DU0768  PID         -  DU0768
 DU0768  STATE/COUNTY-  AZ/MARICOPA
 DU0768  USGS QUAD   -  CHANDLER (1981)
 DU0768
 DU0768                         *CURRENT SURVEY CONTROL
 DU0768  ___________________________________________________________________
 DU0768* NAD 83(1986)-  33 20 27.     (N)    111 46 15.     (W)     SCALED    
 DU0768* NAVD 88     -       380.98   (+/-2cm)    1249.9    (feet)  VERTCON   
 DU0768  ___________________________________________________________________
 DU0768  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0768
 DU0768.The horizontal coordinates were scaled from a topographic map and have
 DU0768.an estimated accuracy of +/- 6 seconds.
 DU0768
 DU0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0768.The vertical order pertains to the NGVD 29 superseded value.
 DU0768
 DU0768.The geoid height was determined by GEOID03.
 DU0768
 DU0768;                    North         East    Units  Estimated Accuracy
 DU0768;SPC AZ C     -   259,560.      226,940.      MT  (+/- 180 meters Scaled)
 DU0768
 DU0768                          SUPERSEDED SURVEY CONTROL
 DU0768
 DU0768  NGVD 29 (??/??/92)  380.459  (m)         1248.22   (f) ADJ UNCH    2 0
 DU0768
 DU0768.Superseded values are not recommended for survey control.
 DU0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0768.See file dsdata.txt to determine how the superseded data were derived.
 DU0768
 DU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB282893(NAD 83)
 DU0768_MARKER: R = RIVET
 DU0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0768_SP_SET: CULVERT
 DU0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0768
 DU0768  HISTORY     - Date     Condition        Report By
 DU0768  HISTORY     - UNK      MONUMENTED       SPRR
 DU0768  HISTORY     - 1934     GOOD             NGS
 DU0768  HISTORY     - 1960     GOOD             NGS
 DU0768  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 DU0768  HISTORY     - 20071127 MARK NOT FOUND   GEOCAC
 DU0768
 DU0768                          STATION DESCRIPTION
 DU0768
 DU0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0768'1.2 MI SE FROM GILBERT.
 DU0768'1.2 MI SOUTHEAST ON S.P. RY. IN THE TOP OF THE CONCRETE HEADWALL OF
 DU0768'CULVERT NO. 928-C, AND 10 FEET EAST OF THE CENTERLINE OF THE TRACK.
 DU0768
 DU0768                          STATION RECOVERY (1960)
 DU0768
 DU0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DU0768'RECOVERED IN GOOD CONDITION.
 DU0768
 DU0768                          STATION RECOVERY (2005)
 DU0768
 DU0768'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0768'WALKED THE TRACKS .5 MILES NW OF MILE POST NO. 928 AND .75 MILES SE.
 DU0768'NO CULVERTS FOUND. IF MILE POST NO. 927 IS  GILBERT , THEN 1.2 MILES
 DU0768'SE FROM GILBERT IS .2 MI SE FROM MILE POST NO. 928 WHICH IS NOW THE
 DU0768'CROSSING OF THE RAILROAD AND LINDSAY RD. THERE DOES APPEAR TO BE A
 DU0768'DRAINAGE DITCH THAT RAN ALONG LINDSAY RD WHICH MAY HAVE AT ONE TIME
 DU0768'RUN UNDER THE RAILROAD TRACKS AT THE INDICATED LOCATION.
 DU0768
 DU0768                          STATION RECOVERY (2007)
 DU0768
 DU0768'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0768'THERE IS NO LONGER A CULVERT OR ASSOCIATED HEADWALL AT THE DESCRIBED
 DU0768'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0779 ***********************************************************************
 DU0779  DESIGNATION -  RV 271
 DU0779  PID         -  DU0779
 DU0779  STATE/COUNTY-  AZ/MARICOPA
 DU0779  USGS QUAD   -  HIGLEY (1981)
 DU0779
 DU0779                         *CURRENT SURVEY CONTROL
 DU0779  ___________________________________________________________________
 DU0779* NAD 83(1986)-  33 17 41.     (N)    111 41 48.     (W)     SCALED    
 DU0779* NAVD 88     -       404.21   (+/-2cm)    1326.1    (feet)  VERTCON   
 DU0779  ___________________________________________________________________
 DU0779  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0779
 DU0779.The horizontal coordinates were scaled from a topographic map and have
 DU0779.an estimated accuracy of +/- 6 seconds.
 DU0779
 DU0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0779.The vertical order pertains to the NGVD 29 superseded value.
 DU0779
 DU0779.The geoid height was determined by GEOID03.
 DU0779
 DU0779;                    North         East    Units  Estimated Accuracy
 DU0779;SPC AZ C     -   254,460.      233,850.      MT  (+/- 180 meters Scaled)
 DU0779
 DU0779                          SUPERSEDED SURVEY CONTROL
 DU0779
 DU0779  NGVD 29 (??/??/92)  403.71   (m)         1324.5    (f) COMPUTED    2 0
 DU0779
 DU0779.Superseded values are not recommended for survey control.
 DU0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0779.See file dsdata.txt to determine how the superseded data were derived.
 DU0779
 DU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB351841(NAD 83)
 DU0779_MARKER: R = RIVET
 DU0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0779_SP_SET: BRIDGE
 DU0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0779
 DU0779  HISTORY     - Date     Condition        Report By
 DU0779  HISTORY     - UNK      MONUMENTED       SPRR
 DU0779  HISTORY     - 1934     GOOD             NGS
 DU0779  HISTORY     - 20020806 MARK NOT FOUND   MCDOT
 DU0779  HISTORY     - 20070813 MARK NOT FOUND   GEOCAC
 DU0779
 DU0779                          STATION DESCRIPTION
 DU0779
 DU0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0779'1.7 MI SE FROM HIGLEY.
 DU0779'1.7 MI SOUTHEAST ON S.P. RY. IN THE CONCRETE HEADWALL OF A CONCRETE
 DU0779'BRIDGE NO. 933-D, AND 8 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 DU0779
 DU0779                          STATION RECOVERY (2002)
 DU0779
 DU0779'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DU0779'SEARCHED FOR NOT FOUND
 DU0779
 DU0779                          STATION RECOVERY (2007)
 DU0779
 DU0779'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0779'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0779'MARK. THE BRIDGE HAS EITHER BEEN COMPLETELY REBUILT, OR AT LEAST
 DU0779'REMODELED SINCE 1934. ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0178 ***********************************************************************
 CZ0178  DESIGNATION -  RV 274
 CZ0178  PID         -  CZ0178
 CZ0178  STATE/COUNTY-  AZ/PIMA
 CZ0178  USGS QUAD   -  TUCSON (1992)
 CZ0178
 CZ0178                         *CURRENT SURVEY CONTROL
 CZ0178  ___________________________________________________________________
 CZ0178* NAD 83(1986)-  32 13 15.     (N)    110 57 50.     (W)     SCALED    
 CZ0178* NAVD 88     -       732.67   (+/-2cm)    2403.8    (feet)  VERTCON   
 CZ0178  ___________________________________________________________________
 CZ0178  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0178  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0178
 CZ0178.The horizontal coordinates were scaled from a topographic map and have
 CZ0178.an estimated accuracy of +/- 6 seconds.
 CZ0178
 CZ0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0178.The vertical order pertains to the NGVD 29 superseded value.
 CZ0178
 CZ0178.The geoid height was determined by GEOID03.
 CZ0178
 CZ0178;                    North         East    Units  Estimated Accuracy
 CZ0178;SPC AZ C     -   135,750.      303,170.      MT  (+/- 180 meters Scaled)
 CZ0178
 CZ0178                          SUPERSEDED SURVEY CONTROL
 CZ0178
 CZ0178  NGVD 29 (??/??/92)  732.008  (m)         2401.60   (f) ADJ UNCH    1 2
 CZ0178
 CZ0178.Superseded values are not recommended for survey control.
 CZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0178.See file dsdata.txt to determine how the superseded data were derived.
 CZ0178
 CZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA034649(NAD 83)
 CZ0178_MARKER: R = RIVET
 CZ0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0178_SP_SET: UNDERPASS
 CZ0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0178
 CZ0178  HISTORY     - Date     Condition        Report By
 CZ0178  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0178  HISTORY     - 1953     GOOD             NGS
 CZ0178  HISTORY     - 1979     MARK NOT FOUND   NGS
 CZ0178
 CZ0178                          STATION DESCRIPTION
 CZ0178
 CZ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0178'IN TUCSON.
 CZ0178'AT TUCSON, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.1 MILE
 CZ0178'SOUTHEAST OF THE STATION, AT THE RAILROAD YARD, AT THE BROADWAY
 CZ0178'UNDERPASS (BRIDGE 984.09), IN THE TOP OF A DEPRESSION IN THE SOUTHWEST
 CZ0178'CONCRETE HEAD WALL, 8.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4.7 FEET
 CZ0178'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT 3 FEET
 CZ0178'HIGHER THAN THE TRACK.
 CZ0178
 CZ0178                          STATION RECOVERY (1979)
 CZ0178
 CZ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0178'NOT RECOVERED ON THIS DATE, BELIEVED DESTROYED DURING CONSTRUCTION OF
 CZ0178'NEW HEADWALLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0179 ***********************************************************************
 CZ0179  DESIGNATION -  RV 275
 CZ0179  PID         -  CZ0179
 CZ0179  STATE/COUNTY-  AZ/PIMA
 CZ0179  USGS QUAD   -  TUCSON (1992)
 CZ0179
 CZ0179                         *CURRENT SURVEY CONTROL
 CZ0179  ___________________________________________________________________
 CZ0179* NAD 83(1986)-  32 12 50.     (N)    110 57 37.     (W)     SCALED    
 CZ0179* NAVD 88     -       737.88   (+/-2cm)    2420.9    (feet)  VERTCON   
 CZ0179  ___________________________________________________________________
 CZ0179  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0179  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0179
 CZ0179.The horizontal coordinates were scaled from a topographic map and have
 CZ0179.an estimated accuracy of +/- 6 seconds.
 CZ0179
 CZ0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0179.The vertical order pertains to the NGVD 29 superseded value.
 CZ0179
 CZ0179.The geoid height was determined by GEOID03.
 CZ0179
 CZ0179;                    North         East    Units  Estimated Accuracy
 CZ0179;SPC AZ C     -   134,980.      303,520.      MT  (+/- 180 meters Scaled)
 CZ0179
 CZ0179                          SUPERSEDED SURVEY CONTROL
 CZ0179
 CZ0179  NGVD 29 (??/??/92)  737.217  (m)         2418.69   (f) ADJ UNCH    1 2
 CZ0179
 CZ0179.Superseded values are not recommended for survey control.
 CZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0179.See file dsdata.txt to determine how the superseded data were derived.
 CZ0179
 CZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037641(NAD 83)
 CZ0179_MARKER: B = BOLT
 CZ0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0179_SP_SET: CULVERT
 CZ0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0179
 CZ0179  HISTORY     - Date     Condition        Report By
 CZ0179  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0179  HISTORY     - 1953     GOOD             NGS
 CZ0179  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0179  HISTORY     - 20060910 MARK NOT FOUND   INDIV
 CZ0179
 CZ0179                          STATION DESCRIPTION
 CZ0179
 CZ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0179'0.7 MI S FROM TUCSON.
 CZ0179'0.7 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0179'STATION AT TUCSON, AT A Y JUNCTION OF TRACKS, BETWEEN 16TH AND 17TH.
 CZ0179'STREETS, AT EAGLE FIELD PLAYGROUND, AT CULVERT 985.06, IN THE TOP OF
 CZ0179'THE NORTH END OF THE WEST CONCRETE HEAD WALL, 22.4 FEET EAST OF THE
 CZ0179'EAST RAIL OF THE WEST LEG OF THE Y, 3.3 FEET WEST OF THE WEST RAIL OF
 CZ0179'THE EAST LEG OF THE Y, AND ABOUT LEVEL WITH THE TOP OF THE RAIL OF THE
 CZ0179'EAST LEG OF THE Y.
 CZ0179
 CZ0179                          STATION RECOVERY (1980)
 CZ0179
 CZ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0179'NEW HEADWALL AT DESCRIBED LOCATION MARK BELIEVED DESTROYED.
 CZ0179
 CZ0179                          STATION RECOVERY (2006)
 CZ0179
 CZ0179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ0179'MARKER NOT FOUND.  THE MARKER LOCATION APPEARS TO BE INSIDE A PRIVATE
 CZ0179'BUSINESS AND MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0182 ***********************************************************************
 CZ0182  DESIGNATION -  RV 276
 CZ0182  PID         -  CZ0182
 CZ0182  STATE/COUNTY-  AZ/PIMA
 CZ0182  USGS QUAD   -  TUCSON (1992)
 CZ0182
 CZ0182                         *CURRENT SURVEY CONTROL
 CZ0182  ___________________________________________________________________
 CZ0182* NAD 83(1986)-  32 12 03.     (N)    110 57 38.     (W)     SCALED    
 CZ0182* NAVD 88     -       743.603  (meters)    2439.64   (feet)  ADJUSTED  
 CZ0182  ___________________________________________________________________
 CZ0182  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0182  DYNAMIC HT  -         742.582 (meters)    2436.29  (feet)  COMP
 CZ0182  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 CZ0182
 CZ0182  VERT ORDER  -  FIRST     CLASS II
 CZ0182
 CZ0182.The horizontal coordinates were scaled from a topographic map and have
 CZ0182.an estimated accuracy of +/- 6 seconds.
 CZ0182
 CZ0182.The orthometric height was determined by differential leveling
 CZ0182.and adjusted in June 1991.
 CZ0182
 CZ0182.The geoid height was determined by GEOID03.
 CZ0182
 CZ0182.The dynamic height is computed by dividing the NAVD 88
 CZ0182.geopotential number by the normal gravity value computed on the
 CZ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0182.degrees latitude (g = 980.6199 gals.).
 CZ0182
 CZ0182.The modeled gravity was interpolated from observed gravity values.
 CZ0182
 CZ0182;                    North         East    Units  Estimated Accuracy
 CZ0182;SPC AZ C     -   133,540.      303,500.      MT  (+/- 180 meters Scaled)
 CZ0182
 CZ0182                          SUPERSEDED SURVEY CONTROL
 CZ0182
 CZ0182  NGVD 29 (??/??/92)  742.938  (m)         2437.46   (f) ADJ UNCH    1 2
 CZ0182
 CZ0182.Superseded values are not recommended for survey control.
 CZ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0182.See file dsdata.txt to determine how the superseded data were derived.
 CZ0182
 CZ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037626(NAD 83)
 CZ0182_MARKER: R = RIVET
 CZ0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0182_SP_SET: ABUTMENT
 CZ0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0182
 CZ0182  HISTORY     - Date     Condition        Report By
 CZ0182  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0182  HISTORY     - 1953     GOOD             NGS
 CZ0182  HISTORY     - 1960     GOOD             NGS
 CZ0182  HISTORY     - 1980     GOOD             NGS
 CZ0182  HISTORY     - 20070528 GOOD             GEOCAC
 CZ0182
 CZ0182                          STATION DESCRIPTION
 CZ0182
 CZ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0182'1.6 MI S FROM TUCSON.
 CZ0182'1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0182'STATION AT TUCSON, 1-3/4 POLES NORTH OF MILEPOLE 986, AT CULVERT
 CZ0182'985.85, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH CONCRETE
 CZ0182'ABUTMENT, 8.4 FEET WEST OF THE WEST RAIL, 0.4 FOOT EAST OF THE WEST
 CZ0182'EDGE OF THE ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 CZ0182
 CZ0182                          STATION RECOVERY (1960)
 CZ0182
 CZ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0182'RECOVERED IN GOOD CONDITION.
 CZ0182
 CZ0182                          STATION RECOVERY (1980)
 CZ0182
 CZ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0182'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAIL-
 CZ0182'ROAD FROM THE STATION AT TUCSON, 1 3/4 POLES NORTH OF MILEPOST
 CZ0182'986 AND AT BRIDGE 985.85. SET IN TOP OF THE NORTHWEST CORNER OF
 CZ0182'THE NORTH CONCRETE ABUTMENT, 0.2 KILOMETER (0.1 MILE) NORTH OF
 CZ0182'THE CROSSING OF EAST TWENTY-NINETH STREET, 2.55 METERS (8.4 FEET)
 CZ0182'WEST OF THE WEST RAIL, 0.12 KILOMETER (0.4 FOOT) EAST OF THE WEST
 CZ0182'END OF THE ABUTMENT.
 CZ0182'THE MARK IS 0.6 M BELOW THE RAILS.
 CZ0182
 CZ0182                          STATION RECOVERY (2007)
 CZ0182
 CZ0182'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0183 ***********************************************************************
 CZ0183  DESIGNATION -  RV 277
 CZ0183  PID         -  CZ0183
 CZ0183  STATE/COUNTY-  AZ/PIMA
 CZ0183  USGS QUAD   -  TUCSON (1992)
 CZ0183
 CZ0183                         *CURRENT SURVEY CONTROL
 CZ0183  ___________________________________________________________________
 CZ0183* NAD 83(1986)-  32 11 49.     (N)    110 57 38.     (W)     SCALED    
 CZ0183* NAVD 88     -       745.660  (meters)    2446.39   (feet)  ADJUSTED  
 CZ0183  ___________________________________________________________________
 CZ0183  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ0183  DYNAMIC HT  -         744.636 (meters)    2443.03  (feet)  COMP
 CZ0183  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 CZ0183
 CZ0183  VERT ORDER  -  FIRST     CLASS II
 CZ0183
 CZ0183.The horizontal coordinates were scaled from a topographic map and have
 CZ0183.an estimated accuracy of +/- 6 seconds.
 CZ0183
 CZ0183.The orthometric height was determined by differential leveling
 CZ0183.and adjusted in June 1991.
 CZ0183
 CZ0183.The geoid height was determined by GEOID03.
 CZ0183
 CZ0183.The dynamic height is computed by dividing the NAVD 88
 CZ0183.geopotential number by the normal gravity value computed on the
 CZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0183.degrees latitude (g = 980.6199 gals.).
 CZ0183
 CZ0183.The modeled gravity was interpolated from observed gravity values.
 CZ0183
 CZ0183;                    North         East    Units  Estimated Accuracy
 CZ0183;SPC AZ C     -   133,110.      303,510.      MT  (+/- 180 meters Scaled)
 CZ0183
 CZ0183                          SUPERSEDED SURVEY CONTROL
 CZ0183
 CZ0183  NGVD 29 (??/??/92)  744.996  (m)         2444.21   (f) ADJ UNCH    1 2
 CZ0183
 CZ0183.Superseded values are not recommended for survey control.
 CZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0183.See file dsdata.txt to determine how the superseded data were derived.
 CZ0183
 CZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037622(NAD 83)
 CZ0183_MARKER: B = BOLT
 CZ0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0183_SP_SET: ABUTMENT
 CZ0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0183
 CZ0183  HISTORY     - Date     Condition        Report By
 CZ0183  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0183  HISTORY     - 1953     GOOD             NGS
 CZ0183  HISTORY     - 1960     GOOD             NGS
 CZ0183  HISTORY     - 1980     GOOD             NGS
 CZ0183  HISTORY     - 20070528 GOOD             GEOCAC
 CZ0183
 CZ0183                          STATION DESCRIPTION
 CZ0183
 CZ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0183'1.9 MI S FROM TUCSON.
 CZ0183'1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0183'STATION AT TUCSON, 1 POLE SOUTH OF A BLOCKED CROSSING, AT CULVERT
 CZ0183'986.31, IN THE TOP OF THE NORTH CONCRETE ABUTMENT, 8.0 FEET WEST OF
 CZ0183'THE RAIL, 0.6 FOOT EAST OF THE EAST END OF THE ABUTMENT, AND ABOUT 1
 CZ0183'FOOT LOWER THAN THE TOP OF THE RAIL.
 CZ0183
 CZ0183                          STATION RECOVERY (1960)
 CZ0183
 CZ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0183'RECOVERED IN GOOD CONDITION.
 CZ0183
 CZ0183                          STATION RECOVERY (1980)
 CZ0183
 CZ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0183'3.0 KILOMETERS (1.9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0183'RAILROAD FROM THE STATION AT TUCSON, 1 POLE SOUTH OF A DEAD
 CZ0183'END STREET CROSSING AT BRIDGE 986.31 AND SET IN TOP OF THE
 CZ0183'NORTHWEST CORNER OF THE NORTH ABUTMENT, 0.18 METER (0.6 FOOT)
 CZ0183'EAST OF THE WEST END, 2.4 METERS (8 FEET) WEST OF THE WEST RAIL.
 CZ0183'THE MARK IS 0.6 M BELOW THE RAILS.
 CZ0183
 CZ0183                          STATION RECOVERY (2007)
 CZ0183
 CZ0183'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0184 ***********************************************************************
 CZ0184  DESIGNATION -  RV 278
 CZ0184  PID         -  CZ0184
 CZ0184  STATE/COUNTY-  AZ/PIMA
 CZ0184  USGS QUAD   -  TUCSON (1992)
 CZ0184
 CZ0184                         *CURRENT SURVEY CONTROL
 CZ0184  ___________________________________________________________________
 CZ0184* NAD 83(1986)-  32 11 33.     (N)    110 57 41.     (W)     SCALED    
 CZ0184* NAVD 88     -       746.905  (meters)    2450.47   (feet)  ADJUSTED  
 CZ0184  ___________________________________________________________________
 CZ0184  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0184  DYNAMIC HT  -         745.878 (meters)    2447.10  (feet)  COMP
 CZ0184  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 CZ0184
 CZ0184  VERT ORDER  -  FIRST     CLASS II
 CZ0184
 CZ0184.The horizontal coordinates were scaled from a topographic map and have
 CZ0184.an estimated accuracy of +/- 6 seconds.
 CZ0184
 CZ0184.The orthometric height was determined by differential leveling
 CZ0184.and adjusted in June 1991.
 CZ0184
 CZ0184.The geoid height was determined by GEOID03.
 CZ0184
 CZ0184.The dynamic height is computed by dividing the NAVD 88
 CZ0184.geopotential number by the normal gravity value computed on the
 CZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0184.degrees latitude (g = 980.6199 gals.).
 CZ0184
 CZ0184.The modeled gravity was interpolated from observed gravity values.
 CZ0184
 CZ0184;                    North         East    Units  Estimated Accuracy
 CZ0184;SPC AZ C     -   132,610.      303,430.      MT  (+/- 180 meters Scaled)
 CZ0184
 CZ0184                          SUPERSEDED SURVEY CONTROL
 CZ0184
 CZ0184  NGVD 29 (??/??/92)  746.240  (m)         2448.29   (f) ADJ UNCH    1 2
 CZ0184
 CZ0184.Superseded values are not recommended for survey control.
 CZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0184.See file dsdata.txt to determine how the superseded data were derived.
 CZ0184
 CZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036617(NAD 83)
 CZ0184_MARKER: B = BOLT
 CZ0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0184_SP_SET: CULVERT
 CZ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0184
 CZ0184  HISTORY     - Date     Condition        Report By
 CZ0184  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0184  HISTORY     - 1953     GOOD             NGS
 CZ0184  HISTORY     - 1980     GOOD             NGS
 CZ0184  HISTORY     - 20070528 GOOD             GEOCAC
 CZ0184
 CZ0184                          STATION DESCRIPTION
 CZ0184
 CZ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0184'2.2 MI S FROM TUCSON.
 CZ0184'2.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0184'STATION AT TUCSON, 1-1/4 POLES SOUTH OF THE CROSSING OF EAST 36TH.
 CZ0184'STREET, AT CULVERT 986.58, IN THE TOP OF THE NORTH CONCRETE ABUTMENT,
 CZ0184'7.7 FEET WEST OF THE WEST RAIL, 0.9 FOOT EAST OF THE WEST END OF THE
 CZ0184'ABUTMENT, 25 FEET EAST OF THE EAST EDGE OF THE PARKING LOT OF A DOG
 CZ0184'RACE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 CZ0184
 CZ0184                          STATION RECOVERY (1980)
 CZ0184
 CZ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0184'3.5 KILOMETERS (2.2 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAIL-
 CZ0184'ROAD FROM THE STATION AT TUCSON, 3 RAILS SOUTH OF THE CROSSING
 CZ0184'OF EAST THIRTY-SIXTH STREET. AT BRIDGE 986.58 AND IN TOP OF THE
 CZ0184'WEST END OF THE NORTH ABUTMENT, 2.3 METERS (7.7 FEET) WEST OF THE
 CZ0184'WEST RAIL.
 CZ0184'THE MARK IS 0.6 M BELOW THE RAILS.
 CZ0184
 CZ0184                          STATION RECOVERY (2007)
 CZ0184
 CZ0184'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0188 ***********************************************************************
 CZ0188  DESIGNATION -  RV 279
 CZ0188  PID         -  CZ0188
 CZ0188  STATE/COUNTY-  AZ/PIMA
 CZ0188  USGS QUAD   -  TUCSON (1992)
 CZ0188
 CZ0188                         *CURRENT SURVEY CONTROL
 CZ0188  ___________________________________________________________________
 CZ0188* NAD 83(1986)-  32 11 14.     (N)    110 57 40.     (W)     SCALED    
 CZ0188* NAVD 88     -       748.598  (meters)    2456.03   (feet)  ADJUSTED  
 CZ0188  ___________________________________________________________________
 CZ0188  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0188  DYNAMIC HT  -         747.569 (meters)    2452.65  (feet)  COMP
 CZ0188  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 CZ0188
 CZ0188  VERT ORDER  -  FIRST     CLASS II
 CZ0188
 CZ0188.The horizontal coordinates were scaled from a topographic map and have
 CZ0188.an estimated accuracy of +/- 6 seconds.
 CZ0188
 CZ0188.The orthometric height was determined by differential leveling
 CZ0188.and adjusted in June 1991.
 CZ0188
 CZ0188.The geoid height was determined by GEOID03.
 CZ0188
 CZ0188.The dynamic height is computed by dividing the NAVD 88
 CZ0188.geopotential number by the normal gravity value computed on the
 CZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0188.degrees latitude (g = 980.6199 gals.).
 CZ0188
 CZ0188.The modeled gravity was interpolated from observed gravity values.
 CZ0188
 CZ0188;                    North         East    Units  Estimated Accuracy
 CZ0188;SPC AZ C     -   132,030.      303,460.      MT  (+/- 180 meters Scaled)
 CZ0188
 CZ0188                          SUPERSEDED SURVEY CONTROL
 CZ0188
 CZ0188  NGVD 29 (??/??/92)  747.923  (m)         2453.81   (f) ADJ UNCH    1 2
 CZ0188
 CZ0188.Superseded values are not recommended for survey control.
 CZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0188.See file dsdata.txt to determine how the superseded data were derived.
 CZ0188
 CZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036611(NAD 83)
 CZ0188_MARKER: B = BOLT
 CZ0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0188_SP_SET: ABUTMENT
 CZ0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0188
 CZ0188  HISTORY     - Date     Condition        Report By
 CZ0188  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0188  HISTORY     - 1953     GOOD             NGS
 CZ0188  HISTORY     - 1980     GOOD             NGS
 CZ0188
 CZ0188                          STATION DESCRIPTION
 CZ0188
 CZ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0188'2.5 MI S FROM TUCSON.
 CZ0188'2.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0188'STATION AT TUCSON, 0.2 MILE NORTH OF THE U.S. HIGHWAY 80 OVERPASS, 0.1
 CZ0188'MILE WEST OF A DRIVEIN THEATRE SCREEN, ABOUT 40 YARDS NORTH OF THE
 CZ0188'CROSSING OF A GRAVELED ROAD, AT CULVERT 986.88, IN THE TOP OF THE WEST
 CZ0188'OF END OF THE NORTH CONCRETE ABUTMENT, 8.0 FEET WEST OF THE WEST RAIL,
 CZ0188'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 CZ0188
 CZ0188                          STATION RECOVERY (1980)
 CZ0188
 CZ0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0188'4.0 KILOMETERS (2.5 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0188'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ0188'NORTH OF THE INTERSTATE 10 OVERPASS BRIDGE, AT RAILROAD BRIDGE
 CZ0188'986.88 AND IN TOP OF THE WEST END OF THE NORTH ABUTMENT, 2.4
 CZ0188'METERS (8 FEET) WEST OF THE WEST RAIL.
 CZ0188'THE MARK IS 0.6 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0827 ***********************************************************************
 DW0827  DESIGNATION -  RV 28
 DW0827  PID         -  DW0827
 DW0827  STATE/COUNTY-  AZ/LA PAZ
 DW0827  USGS QUAD   -  BOUSE (1990)
 DW0827
 DW0827                         *CURRENT SURVEY CONTROL
 DW0827  ___________________________________________________________________
 DW0827* NAD 83(1986)-  33 58 38.     (N)    114 03 03.     (W)     SCALED    
 DW0827* NAVD 88     -       260.82   (+/-2cm)     855.7    (feet)  VERTCON   
 DW0827  ___________________________________________________________________
 DW0827  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DW0827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0827
 DW0827.The horizontal coordinates were scaled from a topographic map and have
 DW0827.an estimated accuracy of +/- 6 seconds.
 DW0827
 DW0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0827.The vertical order pertains to the NGVD 29 superseded value.
 DW0827
 DW0827.The geoid height was determined by GEOID03.
 DW0827
 DW0827;                    North         East    Units  Estimated Accuracy
 DW0827;SPC AZ W     -   330,180.      185,560.      MT  (+/- 180 meters Scaled)
 DW0827
 DW0827                          SUPERSEDED SURVEY CONTROL
 DW0827
 DW0827  NGVD 29 (??/??/??)  260.198  (m)          853.67   (f) ADJUSTED    2 0
 DW0827
 DW0827.Superseded values are not recommended for survey control.
 DW0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0827.See file dsdata.txt to determine how the superseded data were derived.
 DW0827
 DW0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT724635(NAD 83)
 DW0827_MARKER: R = RIVET
 DW0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0827+STABILITY: SURFACE MOTION
 DW0827
 DW0827  HISTORY     - Date     Condition        Report By
 DW0827  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0827  HISTORY     - 1935     GOOD             NGS
 DW0827
 DW0827                          STATION DESCRIPTION
 DW0827
 DW0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0827'4 MI NW FROM BOUSE.
 DW0827'ABOUT 4.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0827'RAILWAY FROM THE STATION AT BOUSE, YUMA COUNTY, 4.5 FEET NORTHEAST
 DW0827'OF MILEPOST 84, ABOUT 138 YARDS (12 1/2 RAILS) NORTHWEST OF WOODEN
 DW0827'BRIDGE 84 B, AND 32.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DW0827'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DW0827'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0129 ***********************************************************************
 DU0129  DESIGNATION -  RV 28
 DU0129  PID         -  DU0129
 DU0129  STATE/COUNTY-  AZ/GRAHAM
 DU0129  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0129
 DU0129                         *CURRENT SURVEY CONTROL
 DU0129  ___________________________________________________________________
 DU0129* NAD 83(1986)-  33 14 24.     (N)    110 23 44.     (W)     SCALED    
 DU0129* NAVD 88     -       785.469  (meters)    2576.99   (feet)  ADJUSTED  
 DU0129  ___________________________________________________________________
 DU0129  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DU0129  DYNAMIC HT  -         784.421 (meters)    2573.55  (feet)  COMP
 DU0129  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 DU0129
 DU0129  VERT ORDER  -  FIRST     CLASS II
 DU0129
 DU0129.The horizontal coordinates were scaled from a topographic map and have
 DU0129.an estimated accuracy of +/- 6 seconds.
 DU0129
 DU0129.The orthometric height was determined by differential leveling
 DU0129.and adjusted in June 1991.
 DU0129
 DU0129.The geoid height was determined by GEOID03.
 DU0129
 DU0129.The dynamic height is computed by dividing the NAVD 88
 DU0129.geopotential number by the normal gravity value computed on the
 DU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0129.degrees latitude (g = 980.6199 gals.).
 DU0129
 DU0129.The modeled gravity was interpolated from observed gravity values.
 DU0129
 DU0129;                    North         East    Units  Estimated Accuracy
 DU0129;SPC AZ E     -   248,390.      192,030.      MT  (+/- 180 meters Scaled)
 DU0129
 DU0129                          SUPERSEDED SURVEY CONTROL
 DU0129
 DU0129  NGVD 29 (??/??/92)  784.900  (m)         2575.13   (f) ADJ UNCH    1 2
 DU0129
 DU0129.Superseded values are not recommended for survey control.
 DU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0129.See file dsdata.txt to determine how the superseded data were derived.
 DU0129
 DU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB563780(NAD 83)
 DU0129_MARKER: R = RIVET
 DU0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0129_SP_SET: CULVERT
 DU0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0129
 DU0129  HISTORY     - Date     Condition        Report By
 DU0129  HISTORY     - UNK      MONUMENTED       SPRR
 DU0129  HISTORY     - 1933     GOOD             NGS
 DU0129
 DU0129                          STATION DESCRIPTION
 DU0129
 DU0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0129'10.3 MI SE FROM SAN CARLOS.
 DU0129'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.3 MILES SOUTH OF MILEPOST 1191, 15
 DU0129'FEET NORTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0129'1190.70.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0190 ***********************************************************************
 CZ0190  DESIGNATION -  RV 280
 CZ0190  PID         -  CZ0190
 CZ0190  STATE/COUNTY-  AZ/PIMA
 CZ0190  USGS QUAD   -  TUCSON (1992)
 CZ0190
 CZ0190                         *CURRENT SURVEY CONTROL
 CZ0190  ___________________________________________________________________
 CZ0190* NAD 83(1986)-  32 10 59.     (N)    110 57 40.     (W)     SCALED    
 CZ0190* NAVD 88     -       751.256  (meters)    2464.75   (feet)  ADJUSTED  
 CZ0190  ___________________________________________________________________
 CZ0190  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0190  DYNAMIC HT  -         750.222 (meters)    2461.35  (feet)  COMP
 CZ0190  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 CZ0190
 CZ0190  VERT ORDER  -  FIRST     CLASS II
 CZ0190
 CZ0190.The horizontal coordinates were scaled from a topographic map and have
 CZ0190.an estimated accuracy of +/- 6 seconds.
 CZ0190
 CZ0190.The orthometric height was determined by differential leveling
 CZ0190.and adjusted in June 1991.
 CZ0190
 CZ0190.The geoid height was determined by GEOID03.
 CZ0190
 CZ0190.The dynamic height is computed by dividing the NAVD 88
 CZ0190.geopotential number by the normal gravity value computed on the
 CZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0190.degrees latitude (g = 980.6199 gals.).
 CZ0190
 CZ0190.The modeled gravity was interpolated from observed gravity values.
 CZ0190
 CZ0190;                    North         East    Units  Estimated Accuracy
 CZ0190;SPC AZ C     -   131,560.      303,470.      MT  (+/- 180 meters Scaled)
 CZ0190
 CZ0190                          SUPERSEDED SURVEY CONTROL
 CZ0190
 CZ0190  NGVD 29 (??/??/92)  750.600  (m)         2462.59   (f) ADJ UNCH    1 2
 CZ0190
 CZ0190.Superseded values are not recommended for survey control.
 CZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0190.See file dsdata.txt to determine how the superseded data were derived.
 CZ0190
 CZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036607(NAD 83)
 CZ0190_MARKER: B = BOLT
 CZ0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0190_SP_SET: CULVERT
 CZ0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0190
 CZ0190  HISTORY     - Date     Condition        Report By
 CZ0190  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0190  HISTORY     - 1953     GOOD             NGS
 CZ0190  HISTORY     - 1980     GOOD             NGS
 CZ0190
 CZ0190                          STATION DESCRIPTION
 CZ0190
 CZ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0190'2.8 MI S FROM TUCSON.
 CZ0190'2.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0190'STATION AT TUCSON, 0.1 MILE SOUTH OF U.S. HIGHWAY 80 OVERPASS, AT A
 CZ0190'WOODEN CULVERT, IN THE TOP OF THE NORTH CONCRETE ABUTMENT, 8.2 FEET
 CZ0190'WEST OF THE WEST RAIL, 0.5 FOOT EAST OF THE WEST END OF THE ABUTMENT,
 CZ0190'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 CZ0190
 CZ0190                          STATION RECOVERY (1980)
 CZ0190
 CZ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0190'4.5 KILOMETERS (2.8 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0190'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.15 MILE)
 CZ0190'SOUTH OF THE INTERSTATE-10 OVERPASS BRIDGE, AT RAILROAD BRIDGE
 CZ0190'987.17 AND IN TOP OF THE NORTHWEST CORNER OF THE NORTH ABUTMENT,
 CZ0190'2.5 METERS (8.2 FEET) WEST OF THE WEST RAIL.
 CZ0190'THE MARK IS 0.6 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0192 ***********************************************************************
 CZ0192  DESIGNATION -  RV 281
 CZ0192  PID         -  CZ0192
 CZ0192  STATE/COUNTY-  AZ/PIMA
 CZ0192  USGS QUAD   -  TUCSON (1992)
 CZ0192
 CZ0192                         *CURRENT SURVEY CONTROL
 CZ0192  ___________________________________________________________________
 CZ0192* NAD 83(1986)-  32 10 07.     (N)    110 57 40.     (W)     SCALED    
 CZ0192* NAVD 88     -       759.513  (meters)    2491.84   (feet)  ADJUSTED  
 CZ0192  ___________________________________________________________________
 CZ0192  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ0192  DYNAMIC HT  -         758.466 (meters)    2488.40  (feet)  COMP
 CZ0192  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 CZ0192
 CZ0192  VERT ORDER  -  FIRST     CLASS II
 CZ0192
 CZ0192.The horizontal coordinates were scaled from a topographic map and have
 CZ0192.an estimated accuracy of +/- 6 seconds.
 CZ0192
 CZ0192.The orthometric height was determined by differential leveling
 CZ0192.and adjusted in June 1991.
 CZ0192
 CZ0192.The geoid height was determined by GEOID03.
 CZ0192
 CZ0192.The dynamic height is computed by dividing the NAVD 88
 CZ0192.geopotential number by the normal gravity value computed on the
 CZ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0192.degrees latitude (g = 980.6199 gals.).
 CZ0192
 CZ0192.The modeled gravity was interpolated from observed gravity values.
 CZ0192
 CZ0192;                    North         East    Units  Estimated Accuracy
 CZ0192;SPC AZ C     -   129,960.      303,480.      MT  (+/- 180 meters Scaled)
 CZ0192
 CZ0192                          SUPERSEDED SURVEY CONTROL
 CZ0192
 CZ0192  NGVD 29 (??/??/92)  758.847  (m)         2489.65   (f) ADJ UNCH    1 2
 CZ0192
 CZ0192.Superseded values are not recommended for survey control.
 CZ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0192.See file dsdata.txt to determine how the superseded data were derived.
 CZ0192
 CZ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036591(NAD 83)
 CZ0192_MARKER: B = BOLT
 CZ0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0192_SP_SET: ABUTMENT
 CZ0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0192+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2007
 CZ0192
 CZ0192  HISTORY     - Date     Condition        Report By
 CZ0192  HISTORY     - UNK      MONUMENTED       SPRR
 CZ0192  HISTORY     - 1953     GOOD             NGS
 CZ0192  HISTORY     - 1980     GOOD             NGS
 CZ0192  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0192
 CZ0192                          STATION DESCRIPTION
 CZ0192
 CZ0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0192'3.8 MI S FROM TUCSON.
 CZ0192'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0192'STATION AT TUCSON, 6-1/4 POLES SOUTH OF MILEPOLE 988, AT CULVERT
 CZ0192'988.19, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT, 101
 CZ0192'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF HAMPTON ROAD AND
 CZ0192'FAIRGROUND DRIVE, 8.2 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT
 CZ0192'LOWER THAN THE TOP OF THE RAIL.
 CZ0192
 CZ0192                          STATION RECOVERY (1980)
 CZ0192
 CZ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0192'6.1 KILOMETERS (3.8 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0192'RAILROAD FROM THE STATION AT TUCSON, AT BRIDGE 988.19 AND IN
 CZ0192'TOP OF THE NORTHWEST CORNER OF THE NORTH ABUTMENT, 5.5 METERS
 CZ0192'(18 FEET) SOUTH OF THE EXTENDED CENTERLINE OF FAIRGROUND DRIVE,
 CZ0192'2.5 METERS (8.2 FEET) WEST OF THE WEST RAIL.
 CZ0192'THE MARK IS 0.6 M BELOW THE RAILS.
 CZ0192
 CZ0192                          STATION RECOVERY (2007)
 CZ0192
 CZ0192'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0247 ***********************************************************************
 CG0247  DESIGNATION -  RV 282
 CG0247  PID         -  CG0247
 CG0247  STATE/COUNTY-  AZ/PIMA
 CG0247  USGS QUAD   -  SAHUARITA (1981)
 CG0247
 CG0247                         *CURRENT SURVEY CONTROL
 CG0247  ___________________________________________________________________
 CG0247* NAD 83(1986)-  31 57 54.     (N)    110 57 18.     (W)     SCALED    
 CG0247* NAVD 88     -       822.23   (+/-2cm)    2697.6    (feet)  VERTCON   
 CG0247  ___________________________________________________________________
 CG0247  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0247
 CG0247.The horizontal coordinates were scaled from a topographic map and have
 CG0247.an estimated accuracy of +/- 6 seconds.
 CG0247
 CG0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0247.The vertical order pertains to the NGVD 29 superseded value.
 CG0247
 CG0247.The geoid height was determined by GEOID03.
 CG0247
 CG0247;                    North         East    Units  Estimated Accuracy
 CG0247;SPC AZ C     -   107,390.      304,260.      MT  (+/- 180 meters Scaled)
 CG0247
 CG0247                          SUPERSEDED SURVEY CONTROL
 CG0247
 CG0247  NGVD 29 (??/??/92)  821.59   (m)         2695.5    (f) COMPUTED    2 0
 CG0247
 CG0247.Superseded values are not recommended for survey control.
 CG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0247.See file dsdata.txt to determine how the superseded data were derived.
 CG0247
 CG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA042365(NAD 83)
 CG0247_MARKER: R = RIVET
 CG0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0247_SP_SET: FOUNDATION
 CG0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0247
 CG0247  HISTORY     - Date     Condition        Report By
 CG0247  HISTORY     - UNK      MONUMENTED       SPRR
 CG0247  HISTORY     - 1945     MARK NOT FOUND   NGS
 CG0247
 CG0247                          STATION DESCRIPTION
 CG0247
 CG0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CG0247'IN SAHUARITA.
 CG0247'THE ORIGINAL SITE OF THE STATION IS 0.4 MILE NORTH OF THE PRESENT
 CG0247'SITE.  ABOUT 6 FT. W. OF THE CENTER LINE OF MAIN TRACK, AND SET IN THE
 CG0247'N.E. CORNER OF THE CONC. FOUNDATION OF WATER COLUMN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0113 ***********************************************************************
 CG0113  DESIGNATION -  RV 284
 CG0113  PID         -  CG0113
 CG0113  STATE/COUNTY-  AZ/COCHISE
 CG0113  USGS QUAD   -  MESCAL (1983)
 CG0113
 CG0113                         *CURRENT SURVEY CONTROL
 CG0113  ___________________________________________________________________
 CG0113* NAD 83(1986)-  31 58 30.     (N)    110 23 14.     (W)     SCALED    
 CG0113* NAVD 88     -      1241.54   (+/-2cm)    4073.3    (feet)  VERTCON   
 CG0113  ___________________________________________________________________
 CG0113  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0113
 CG0113.The horizontal coordinates were scaled from a topographic map and have
 CG0113.an estimated accuracy of +/- 6 seconds.
 CG0113
 CG0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0113.The vertical order pertains to the NGVD 29 superseded value.
 CG0113
 CG0113.The geoid height was determined by GEOID03.
 CG0113
 CG0113;                    North         East    Units  Estimated Accuracy
 CG0113;SPC AZ E     -   108,120.      192,520.      MT  (+/- 180 meters Scaled)
 CG0113
 CG0113                          SUPERSEDED SURVEY CONTROL
 CG0113
 CG0113  NGVD 29 (??/??/92) 1240.722  (m)         4070.60   (f) ADJ UNCH    2 0
 CG0113
 CG0113.Superseded values are not recommended for survey control.
 CG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0113.See file dsdata.txt to determine how the superseded data were derived.
 CG0113
 CG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA578378(NAD 83)
 CG0113_MARKER: R = RIVET
 CG0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0113_SP_SET: ABUTMENT
 CG0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0113
 CG0113  HISTORY     - Date     Condition        Report By
 CG0113  HISTORY     - UNK      MONUMENTED       SPRR
 CG0113  HISTORY     - 1934     GOOD             NGS
 CG0113  HISTORY     - 1973     MARK NOT FOUND   USGS
 CG0113
 CG0113                          STATION DESCRIPTION
 CG0113
 CG0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0113'3.4 MI SE FROM MESCAL.
 CG0113'3.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0113'STATION MESCAL, COCHISE COUNTY, AT BRIDGE 1025.45, AND IN THE TOP OF
 CG0113'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL
 CG0113'RIVET.
 CG0113
 CG0113                          STATION RECOVERY (1973)
 CG0113
 CG0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CG0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0115 ***********************************************************************
 CG0115  DESIGNATION -  RV 285
 CG0115  PID         -  CG0115
 CG0115  STATE/COUNTY-  AZ/COCHISE
 CG0115  USGS QUAD   -  BENSON (1983)
 CG0115
 CG0115                         *CURRENT SURVEY CONTROL
 CG0115  ___________________________________________________________________
 CG0115* NAD 83(1986)-  31 58 01.     (N)    110 21 41.     (W)     SCALED    
 CG0115* NAVD 88     -      1245.51   (+/-2cm)    4086.3    (feet)  VERTCON   
 CG0115  ___________________________________________________________________
 CG0115  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0115
 CG0115.The horizontal coordinates were scaled from a topographic map and have
 CG0115.an estimated accuracy of +/- 6 seconds.
 CG0115
 CG0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0115.The vertical order pertains to the NGVD 29 superseded value.
 CG0115
 CG0115.The geoid height was determined by GEOID03.
 CG0115
 CG0115;                    North         East    Units  Estimated Accuracy
 CG0115;SPC AZ E     -   107,220.      194,960.      MT  (+/- 180 meters Scaled)
 CG0115
 CG0115                          SUPERSEDED SURVEY CONTROL
 CG0115
 CG0115  NGVD 29 (??/??/92) 1244.698  (m)         4083.65   (f) ADJ UNCH    2 0
 CG0115
 CG0115.Superseded values are not recommended for survey control.
 CG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0115.See file dsdata.txt to determine how the superseded data were derived.
 CG0115
 CG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA603369(NAD 83)
 CG0115_MARKER: R = RIVET
 CG0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0115_SP_SET: ABUTMENT
 CG0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0115
 CG0115  HISTORY     - Date     Condition        Report By
 CG0115  HISTORY     - UNK      MONUMENTED       SPRR
 CG0115  HISTORY     - 1934     GOOD             NGS
 CG0115  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0115
 CG0115                          STATION DESCRIPTION
 CG0115
 CG0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0115'1.6 MI NW FROM WHETSTONE.
 CG0115'1.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0115'STATION AT WHETSTONE, COCHISE COUNTY, AT BRIDGE 1027.08, AND IN THE
 CG0115'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0115'MONEL-METAL RIVET.
 CG0115
 CG0115                          STATION RECOVERY (1974)
 CG0115
 CG0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0117 ***********************************************************************
 CG0117  DESIGNATION -  RV 286
 CG0117  PID         -  CG0117
 CG0117  STATE/COUNTY-  AZ/COCHISE
 CG0117  USGS QUAD   -  BENSON (1983)
 CG0117
 CG0117                         *CURRENT SURVEY CONTROL
 CG0117  ___________________________________________________________________
 CG0117* NAD 83(1986)-  31 57 15.     (N)    110 20 20.     (W)     SCALED    
 CG0117* NAVD 88     -      1243.362  (meters)    4079.26   (feet)  ADJUSTED  
 CG0117  ___________________________________________________________________
 CG0117  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0117  DYNAMIC HT  -        1241.487 (meters)    4073.11  (feet)  COMP
 CG0117  MODELED GRAV-     979,088.3   (mgal)                       NAVD 88
 CG0117
 CG0117  VERT ORDER  -  FIRST     CLASS II
 CG0117
 CG0117.The horizontal coordinates were scaled from a topographic map and have
 CG0117.an estimated accuracy of +/- 6 seconds.
 CG0117
 CG0117.The orthometric height was determined by differential leveling
 CG0117.and adjusted in June 1991.
 CG0117
 CG0117.The geoid height was determined by GEOID03.
 CG0117
 CG0117.The dynamic height is computed by dividing the NAVD 88
 CG0117.geopotential number by the normal gravity value computed on the
 CG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0117.degrees latitude (g = 980.6199 gals.).
 CG0117
 CG0117.The modeled gravity was interpolated from observed gravity values.
 CG0117
 CG0117;                    North         East    Units  Estimated Accuracy
 CG0117;SPC AZ E     -   105,800.      197,080.      MT  (+/- 180 meters Scaled)
 CG0117
 CG0117                          SUPERSEDED SURVEY CONTROL
 CG0117
 CG0117.No superseded survey control is available for this station.
 CG0117
 CG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA624355(NAD 83)
 CG0117_MARKER: R = RIVET
 CG0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0117_SP_SET: ABUTMENT
 CG0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0117
 CG0117  HISTORY     - Date     Condition        Report By
 CG0117  HISTORY     - UNK      MONUMENTED       SPRR
 CG0117  HISTORY     - 1934     GOOD             NGS
 CG0117  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0117  HISTORY     - 1979     GOOD             NGS
 CG0117
 CG0117                          STATION DESCRIPTION
 CG0117
 CG0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0117'IN WHETSTONE.
 CG0117'AT WHETSTONE, COCHISE COUNTY, AT BRIDGE 1028.66, IN THE TOP OF THE
 CG0117'NORTHWEST CORNER OF A CONCRETE ABUTMENT, AND 100 FEET NORTHEAST OF A
 CG0117'TOOL HOUSE.  A STANDARD MONEL-METAL RIVET.
 CG0117
 CG0117                          STATION RECOVERY (1974)
 CG0117
 CG0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0117'MARK NOT FOUND.
 CG0117
 CG0117                          STATION RECOVERY (1979)
 CG0117
 CG0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0117'AT THE ABANDONED SITE OF WHETSTONE, AT BRIDGE 1028.66 IN TOP OF THE
 CG0117'NORTH CORNER OF THE NORTHEAST HEADWALL, 22 FEET NORTHEAST OF THE
 CG0117'CENTERLINE OF THE ABANDONED RAILROAD BED.
 CG0117'THE MARK IS 2 FT BELOW RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0119 ***********************************************************************
 CG0119  DESIGNATION -  RV 287
 CG0119  PID         -  CG0119
 CG0119  STATE/COUNTY-  AZ/COCHISE
 CG0119  USGS QUAD   -  BENSON (1983)
 CG0119
 CG0119                         *CURRENT SURVEY CONTROL
 CG0119  ___________________________________________________________________
 CG0119* NAD 83(1986)-  31 55 42.     (N)    110 19 04.     (W)     SCALED    
 CG0119* NAVD 88     -      1241.28   (+/-2cm)    4072.4    (feet)  VERTCON   
 CG0119  ___________________________________________________________________
 CG0119  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0119
 CG0119.The horizontal coordinates were scaled from a topographic map and have
 CG0119.an estimated accuracy of +/- 6 seconds.
 CG0119
 CG0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0119.The vertical order pertains to the NGVD 29 superseded value.
 CG0119
 CG0119.The geoid height was determined by GEOID03.
 CG0119
 CG0119;                    North         East    Units  Estimated Accuracy
 CG0119;SPC AZ E     -   102,930.      199,070.      MT  (+/- 180 meters Scaled)
 CG0119
 CG0119                          SUPERSEDED SURVEY CONTROL
 CG0119
 CG0119  NGVD 29 (??/??/92) 1240.477  (m)         4069.80   (f) ADJ UNCH    2 0
 CG0119
 CG0119.Superseded values are not recommended for survey control.
 CG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0119.See file dsdata.txt to determine how the superseded data were derived.
 CG0119
 CG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA644326(NAD 83)
 CG0119_MARKER: R = RIVET
 CG0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0119_SP_SET: ABUTMENT
 CG0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0119
 CG0119  HISTORY     - Date     Condition        Report By
 CG0119  HISTORY     - UNK      MONUMENTED       SPRR
 CG0119  HISTORY     - 1934     GOOD             NGS
 CG0119  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0119
 CG0119                          STATION DESCRIPTION
 CG0119
 CG0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0119'2.2 MI SE FROM WHETSTONE.
 CG0119'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0119'STATION AT WHETSTONE, COCHISE COUNTY, AT BRIDGE 1030.91, AND IN THE
 CG0119'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0119'MONEL-METAL RIVET.
 CG0119
 CG0119                          STATION RECOVERY (1974)
 CG0119
 CG0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0717 ***********************************************************************
 DU0717  DESIGNATION -  RV 288
 DU0717  PID         -  DU0717
 DU0717  STATE/COUNTY-  AZ/MARICOPA
 DU0717  USGS QUAD   -  CHANDLER (1981)
 DU0717
 DU0717                         *CURRENT SURVEY CONTROL
 DU0717  ___________________________________________________________________
 DU0717* NAD 83(1986)-  33 20 37.     (N)    111 49 57.     (W)     SCALED    
 DU0717* NAVD 88     -       370.616  (meters)    1215.93   (feet)  ADJUSTED  
 DU0717  ___________________________________________________________________
 DU0717  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0717  DYNAMIC HT  -         370.174 (meters)    1214.48  (feet)  COMP
 DU0717  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 DU0717
 DU0717  VERT ORDER  -  FIRST     CLASS II
 DU0717
 DU0717.The horizontal coordinates were scaled from a topographic map and have
 DU0717.an estimated accuracy of +/- 6 seconds.
 DU0717
 DU0717.The orthometric height was determined by differential leveling
 DU0717.and adjusted in August 1994.
 DU0717
 DU0717.The geoid height was determined by GEOID03.
 DU0717
 DU0717.The dynamic height is computed by dividing the NAVD 88
 DU0717.geopotential number by the normal gravity value computed on the
 DU0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0717.degrees latitude (g = 980.6199 gals.).
 DU0717
 DU0717.The modeled gravity was interpolated from observed gravity values.
 DU0717
 DU0717;                    North         East    Units  Estimated Accuracy
 DU0717;SPC AZ C     -   259,860.      221,190.      MT  (+/- 180 meters Scaled)
 DU0717
 DU0717                          SUPERSEDED SURVEY CONTROL
 DU0717
 DU0717  NGVD 29 (??/??/92)  370.245  (m)         1214.71   (f) ADJ UNCH    1 2
 DU0717
 DU0717.Superseded values are not recommended for survey control.
 DU0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0717.See file dsdata.txt to determine how the superseded data were derived.
 DU0717
 DU0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB225896(NAD 83)
 DU0717_MARKER: R = RIVET
 DU0717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0717_SP_SET: CULVERT HEADWALL
 DU0717_MARK LOGO: SPRR  
 DU0717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0717+STABILITY: SURFACE MOTION
 DU0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0717+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 DU0717
 DU0717  HISTORY     - Date     Condition        Report By
 DU0717  HISTORY     - UNK      MONUMENTED       SPRR
 DU0717  HISTORY     - 1934     GOOD             NGS
 DU0717  HISTORY     - 1942     GOOD             NGS
 DU0717  HISTORY     - 19940426 GOOD             NGS
 DU0717  HISTORY     - 20051104 GOOD             GEOCAC
 DU0717  HISTORY     - 20061207 GOOD             GEOCAC
 DU0717
 DU0717                          STATION DESCRIPTION
 DU0717
 DU0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0717'2.7 MI N FROM CHANDLER.
 DU0717'2.7 MI NORTH ON S.P. RY, FROM DEPOT.  265 FEET EAST OF SWITCH AT FALFA
 DU0717'SIDING, IN CONC HEADWALL OF CULVERT NO. 926-E, AND 15 FEET NORTH OF
 DU0717'THE CENTERLINE OF THE MAIN TRACK.
 DU0717
 DU0717                          STATION RECOVERY (1942)
 DU0717
 DU0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DU0717'RECOVERED IN GOOD CONDITION.
 DU0717
 DU0717                          STATION RECOVERY (1994)
 DU0717
 DU0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0717'4.1 KM (2.55 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU0717'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 0.8 KM
 DU0717'(0.50 MI) EASTERLY ALONG ELLIOT ROAD, THENCE 0.8 KM (0.50 MI)
 DU0717'SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, A RIVET IN TOP OF AND
 DU0717'1.2 M (3.9 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 DU0717'OF A CULVERT UNDER THE RAILROAD, 5.0 M (16.4 FT) EAST OF THE NEAR
 DU0717'RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS.
 DU0717
 DU0717                          STATION RECOVERY (2005)
 DU0717
 DU0717'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0717'FOUND AS DESCRIBED IN GOOD CONDITION. OUR COORDINATES WERE - NAD83 -
 DU0717'33 20 32.9 (N)   111 49 58.6 (W) (NAD 83).
 DU0717
 DU0717                          STATION RECOVERY (2006)
 DU0717
 DU0717'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0719 ***********************************************************************
 DU0719  DESIGNATION -  RV 289
 DU0719  PID         -  DU0719
 DU0719  STATE/COUNTY-  AZ/MARICOPA
 DU0719  USGS QUAD   -  CHANDLER (1981)
 DU0719
 DU0719                         *CURRENT SURVEY CONTROL
 DU0719  ___________________________________________________________________
 DU0719* NAD 83(1986)-  33 18 10.     (N)    111 50 13.     (W)     SCALED    
 DU0719* NAVD 88     -       372.08   (+/-2cm)    1220.7    (feet)  VERTCON   
 DU0719  ___________________________________________________________________
 DU0719  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0719
 DU0719.The horizontal coordinates were scaled from a topographic map and have
 DU0719.an estimated accuracy of +/- 6 seconds.
 DU0719
 DU0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0719.The vertical order pertains to the NGVD 29 superseded value.
 DU0719
 DU0719.The geoid height was determined by GEOID03.
 DU0719
 DU0719;                    North         East    Units  Estimated Accuracy
 DU0719;SPC AZ C     -   255,330.      220,780.      MT  (+/- 180 meters Scaled)
 DU0719
 DU0719                          SUPERSEDED SURVEY CONTROL
 DU0719
 DU0719  NGVD 29 (??/??/92)  371.552  (m)         1219.00   (f) ADJ UNCH    2 0
 DU0719
 DU0719.Superseded values are not recommended for survey control.
 DU0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0719.See file dsdata.txt to determine how the superseded data were derived.
 DU0719
 DU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220851(NAD 83)
 DU0719_MARKER: R = RIVET
 DU0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0719_SP_SET: CONCRETE BASE
 DU0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0719
 DU0719  HISTORY     - Date     Condition        Report By
 DU0719  HISTORY     - UNK      MONUMENTED       SPRR
 DU0719  HISTORY     - 1934     GOOD             NGS
 DU0719  HISTORY     - 1948     GOOD             NGS
 DU0719  HISTORY     - 1979     GOOD             LOCSUR
 DU0719  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0719  HISTORY     - 20051118 MARK NOT FOUND   GEOCAC
 DU0719  HISTORY     - 20070719 MARK NOT FOUND   GEOCAC
 DU0719
 DU0719                          STATION DESCRIPTION
 DU0719
 DU0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0719'IN CHANDLER.
 DU0719'IN THE CONCRETE BASE OF THE SIGNAL BELL NO. 9295, ABOUT 250 FEET WEST
 DU0719'OF THE DEPOT, 26 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, ON
 DU0719'THE WEST SIDE OF THE ROAD CROSSING.
 DU0719
 DU0719                          STATION RECOVERY (1948)
 DU0719
 DU0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DU0719'RECOVERED IN GOOD CONDITION.
 DU0719
 DU0719                          STATION RECOVERY (1979)
 DU0719
 DU0719'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0719'THE MARK IS LOCATED ALONG THE SOUTHERN PACIFIC TRANSPORTATION COMPANY
 DU0719'RAILROAD TRACKS AT THE EAST COMMONWEALTH AVENUE CROSSING EAST OF
 DU0719'SOUTH DELAWARE AVENUE. THE RAILROAD STATION BUILDING MENTIONED IN THE
 DU0719'ORIG- INAL DESCRIPTION HAS BEEN TORN DOWN BUT THE FOUNDATION AND
 DU0719'PLATFORM REMAIN.
 DU0719
 DU0719                          STATION RECOVERY (1994)
 DU0719
 DU0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0719'MARK NOT FOUND.
 DU0719
 DU0719                          STATION RECOVERY (2005)
 DU0719
 DU0719'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0719'NEWER CROSSING GATE WITH AN ALUMINUM BASE TIED TO THE GROUND APPEARS
 DU0719'TO HAVE REPLACED THE ORIGINAL GATE. COULD NOT FIND A MARK  BELL NO.
 DU0719'9295  ON THE CURRENT GATE.
 DU0719
 DU0719                          STATION RECOVERY (2007)
 DU0719
 DU0719'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0719'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0719'MARK.
 DU0719'THE SIGNAL BELL HAS BEEN REPLACED WITH A DROP-ARM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0825 ***********************************************************************
 DW0825  DESIGNATION -  RV 29
 DW0825  PID         -  DW0825
 DW0825  STATE/COUNTY-  AZ/LA PAZ
 DW0825  USGS QUAD   -  BOUSE (1990)
 DW0825
 DW0825                         *CURRENT SURVEY CONTROL
 DW0825  ___________________________________________________________________
 DW0825* NAD 83(1986)-  33 58 02.     (N)    114 02 18.     (W)     SCALED    
 DW0825* NAVD 88     -       268.40   (+/-2cm)     880.6    (feet)  VERTCON   
 DW0825  ___________________________________________________________________
 DW0825  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DW0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0825
 DW0825.The horizontal coordinates were scaled from a topographic map and have
 DW0825.an estimated accuracy of +/- 6 seconds.
 DW0825
 DW0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0825.The vertical order pertains to the NGVD 29 superseded value.
 DW0825
 DW0825.The geoid height was determined by GEOID03.
 DW0825
 DW0825;                    North         East    Units  Estimated Accuracy
 DW0825;SPC AZ W     -   329,070.      186,710.      MT  (+/- 180 meters Scaled)
 DW0825
 DW0825                          SUPERSEDED SURVEY CONTROL
 DW0825
 DW0825  NGVD 29 (??/??/??)  267.774  (m)          878.52   (f) ADJUSTED    2 0
 DW0825
 DW0825.Superseded values are not recommended for survey control.
 DW0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0825.See file dsdata.txt to determine how the superseded data were derived.
 DW0825
 DW0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT736624(NAD 83)
 DW0825_MARKER: R = RIVET
 DW0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0825_SP_SET: LAVA OUTCROP
 DW0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0825
 DW0825  HISTORY     - Date     Condition        Report By
 DW0825  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0825  HISTORY     - 1935     GOOD             NGS
 DW0825  HISTORY     - 20071019 MARK NOT FOUND   GEOCAC
 DW0825
 DW0825                          STATION DESCRIPTION
 DW0825
 DW0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0825'3 MI NW FROM BOUSE.
 DW0825'ABOUT 3.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0825'RAILWAY FROM THE STATION AT BOUSE, YUMA COUNTY, ABOUT 60 YARDS
 DW0825'(5 1/2 RAILS) SOUTHEAST OF MILEPOST 83, AT WOODEN BRIDGE 83 C,
 DW0825'10 FEET NORTHWEST OF THE NORTHWEST END, 13 FEET SOUTH OF THE
 DW0825'CENTER LINE OF THE TRACK, AND IN THE TOP OF A LAVA OUTCROP.
 DW0825'A STANDARD MONEL-METAL RIVET.
 DW0825
 DW0825                          STATION RECOVERY (2007)
 DW0825
 DW0825'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DW0825'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A NEWLY BUILT
 DW0825'CONCRETE BRIDGE AND NO LAVA OUTCROPPINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0130 ***********************************************************************
 DU0130  DESIGNATION -  RV 29
 DU0130  PID         -  DU0130
 DU0130  STATE/COUNTY-  AZ/GRAHAM
 DU0130  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0130
 DU0130                         *CURRENT SURVEY CONTROL
 DU0130  ___________________________________________________________________
 DU0130* NAD 83(1986)-  33 14 15.     (N)    110 24 02.     (W)     SCALED    
 DU0130* NAVD 88     -       785.316  (meters)    2576.49   (feet)  ADJUSTED  
 DU0130  ___________________________________________________________________
 DU0130  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DU0130  DYNAMIC HT  -         784.270 (meters)    2573.06  (feet)  COMP
 DU0130  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 DU0130
 DU0130  VERT ORDER  -  FIRST     CLASS II
 DU0130
 DU0130.The horizontal coordinates were scaled from a topographic map and have
 DU0130.an estimated accuracy of +/- 6 seconds.
 DU0130
 DU0130.The orthometric height was determined by differential leveling
 DU0130.and adjusted in June 1991.
 DU0130
 DU0130.The geoid height was determined by GEOID03.
 DU0130
 DU0130.The dynamic height is computed by dividing the NAVD 88
 DU0130.geopotential number by the normal gravity value computed on the
 DU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0130.degrees latitude (g = 980.6199 gals.).
 DU0130
 DU0130.The modeled gravity was interpolated from observed gravity values.
 DU0130
 DU0130;                    North         East    Units  Estimated Accuracy
 DU0130;SPC AZ E     -   248,110.      191,560.      MT  (+/- 180 meters Scaled)
 DU0130
 DU0130                          SUPERSEDED SURVEY CONTROL
 DU0130
 DU0130  NGVD 29 (??/??/92)  784.746  (m)         2574.62   (f) ADJ UNCH    1 2
 DU0130
 DU0130.Superseded values are not recommended for survey control.
 DU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0130.See file dsdata.txt to determine how the superseded data were derived.
 DU0130
 DU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB558777(NAD 83)
 DU0130_MARKER: R = RIVET
 DU0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0130_SP_SET: CULVERT
 DU0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0130
 DU0130  HISTORY     - Date     Condition        Report By
 DU0130  HISTORY     - UNK      MONUMENTED       SPRR
 DU0130  HISTORY     - 1933     GOOD             NGS
 DU0130
 DU0130                          STATION DESCRIPTION
 DU0130
 DU0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0130'9.8 MI SE FROM SAN CARLOS.
 DU0130'ON SOUTHERN PACIFIC RIGHT OF WAY, 50 FEET SOUTH OF MILEPOST 1191, 18
 DU0130'FEET NORTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0130'1190.99.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0725 ***********************************************************************
 DU0725  DESIGNATION -  RV 290
 DU0725  PID         -  DU0725
 DU0725  STATE/COUNTY-  AZ/MARICOPA
 DU0725  USGS QUAD   -  CHANDLER (1981)
 DU0725
 DU0725                         *CURRENT SURVEY CONTROL
 DU0725  ___________________________________________________________________
 DU0725* NAD 83(1986)-  33 16 36.     (N)    111 50 12.     (W)     SCALED    
 DU0725* NAVD 88     -       371.77   (+/-2cm)    1219.7    (feet)  VERTCON   
 DU0725  ___________________________________________________________________
 DU0725  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0725
 DU0725.The horizontal coordinates were scaled from a topographic map and have
 DU0725.an estimated accuracy of +/- 6 seconds.
 DU0725
 DU0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0725.The vertical order pertains to the NGVD 29 superseded value.
 DU0725
 DU0725.The geoid height was determined by GEOID03.
 DU0725
 DU0725;                    North         East    Units  Estimated Accuracy
 DU0725;SPC AZ C     -   252,440.      220,810.      MT  (+/- 180 meters Scaled)
 DU0725
 DU0725                          SUPERSEDED SURVEY CONTROL
 DU0725
 DU0725  NGVD 29 (??/??/92)  371.254  (m)         1218.02   (f) ADJ UNCH    2 0
 DU0725
 DU0725.Superseded values are not recommended for survey control.
 DU0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0725.See file dsdata.txt to determine how the superseded data were derived.
 DU0725
 DU0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220822(NAD 83)
 DU0725_MARKER: R = RIVET
 DU0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0725_SP_SET: CULVERT
 DU0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0725
 DU0725  HISTORY     - Date     Condition        Report By
 DU0725  HISTORY     - UNK      MONUMENTED       SPRR
 DU0725  HISTORY     - 1934     GOOD             NGS
 DU0725  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0725  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 DU0725  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU0725
 DU0725                          STATION DESCRIPTION
 DU0725
 DU0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0725'1.8 MI S FROM CHANDLER.
 DU0725'1.8 MI SOUTH ON S.P.RY.  IN THE TOP OF A CONCRETE CULVERT HEADWALL NO.
 DU0725'931-C, 11 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 DU0725
 DU0725                          STATION RECOVERY (1994)
 DU0725
 DU0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0725'MARK NOT FOUND.
 DU0725
 DU0725                          STATION RECOVERY (2006)
 DU0725
 DU0725'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0725'LOCATED MARK FOR MILE POST 931, BUT DID NOT LOCATE ANY CULVERTS .25
 DU0725'MILES NORTH OR SOUTH OF THE SCALED COORDINATES. ALSO, A UNION PACIFIC
 DU0725'RAIL MAN IN THE AREA DID NOT SHOW ANY CULVERTS ON HIS MAP.
 DU0725
 DU0725                          STATION RECOVERY (2007)
 DU0725
 DU0725'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0725'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0725'MARK. THERE IS NO LONGER A  CULVERT IN THE AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0727 ***********************************************************************
 DU0727  DESIGNATION -  RV 291
 DU0727  PID         -  DU0727
 DU0727  STATE/COUNTY-  AZ/MARICOPA
 DU0727  USGS QUAD   -  CHANDLER (1981)
 DU0727
 DU0727                         *CURRENT SURVEY CONTROL
 DU0727  ___________________________________________________________________
 DU0727* NAD 83(1986)-  33 15 17.     (N)    111 50 11.     (W)     SCALED    
 DU0727* NAVD 88     -       372.68   (+/-2cm)    1222.7    (feet)  VERTCON   
 DU0727  ___________________________________________________________________
 DU0727  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0727
 DU0727.The horizontal coordinates were scaled from a topographic map and have
 DU0727.an estimated accuracy of +/- 6 seconds.
 DU0727
 DU0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0727.The vertical order pertains to the NGVD 29 superseded value.
 DU0727
 DU0727.The geoid height was determined by GEOID03.
 DU0727
 DU0727;                    North         East    Units  Estimated Accuracy
 DU0727;SPC AZ C     -   250,000.      220,840.      MT  (+/- 180 meters Scaled)
 DU0727
 DU0727                          SUPERSEDED SURVEY CONTROL
 DU0727
 DU0727  NGVD 29 (??/??/92)  372.166  (m)         1221.01   (f) ADJ UNCH    2 0
 DU0727
 DU0727.Superseded values are not recommended for survey control.
 DU0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0727.See file dsdata.txt to determine how the superseded data were derived.
 DU0727
 DU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220798(NAD 83)
 DU0727_MARKER: R = RIVET
 DU0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0727_SP_SET: CULVERT
 DU0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0727+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DU0727
 DU0727  HISTORY     - Date     Condition        Report By
 DU0727  HISTORY     - UNK      MONUMENTED       SPRR
 DU0727  HISTORY     - 1934     GOOD             NGS
 DU0727  HISTORY     - 1948     GOOD             NGS
 DU0727  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0727  HISTORY     - 20070703 GOOD             GEOCAC
 DU0727
 DU0727                          STATION DESCRIPTION
 DU0727
 DU0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0727'3.3 MI S FROM CHANDLER.
 DU0727'3.3 MI SOUTH ON S.P. RY. IN THE CONCRETE HEADWALL OF CULVERT NO.
 DU0727'932-H, AND 11 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 DU0727
 DU0727                          STATION RECOVERY (1948)
 DU0727
 DU0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DU0727'RECOVERED IN GOOD CONDITION.
 DU0727
 DU0727                          STATION RECOVERY (1994)
 DU0727
 DU0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0727'MARK NOT FOUND.
 DU0727
 DU0727                          STATION RECOVERY (2007)
 DU0727
 DU0727'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0727'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS LOCATED AT THE
 DU0727'CROSSING OF APPLEBY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0734 ***********************************************************************
 DU0734  DESIGNATION -  RV 292
 DU0734  PID         -  DU0734
 DU0734  STATE/COUNTY-  AZ/MARICOPA
 DU0734  USGS QUAD   -  GILA BUTTE (1981)
 DU0734
 DU0734                         *CURRENT SURVEY CONTROL
 DU0734  ___________________________________________________________________
 DU0734* NAD 83(1986)-  33 14 29.     (N)    111 50 11.     (W)     SCALED    
 DU0734* NAVD 88     -       372.17   (+/-2cm)    1221.0    (feet)  VERTCON   
 DU0734  ___________________________________________________________________
 DU0734  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0734
 DU0734.The horizontal coordinates were scaled from a topographic map and have
 DU0734.an estimated accuracy of +/- 6 seconds.
 DU0734
 DU0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0734.The vertical order pertains to the NGVD 29 superseded value.
 DU0734
 DU0734.The geoid height was determined by GEOID03.
 DU0734
 DU0734;                    North         East    Units  Estimated Accuracy
 DU0734;SPC AZ C     -   248,520.      220,840.      MT  (+/- 180 meters Scaled)
 DU0734
 DU0734                          SUPERSEDED SURVEY CONTROL
 DU0734
 DU0734  NGVD 29 (??/??/92)  371.666  (m)         1219.37   (f) ADJ UNCH    2 0
 DU0734
 DU0734.Superseded values are not recommended for survey control.
 DU0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0734.See file dsdata.txt to determine how the superseded data were derived.
 DU0734
 DU0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220783(NAD 83)
 DU0734_MARKER: R = RIVET
 DU0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0734_SP_SET: CULVERT
 DU0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0734
 DU0734  HISTORY     - Date     Condition        Report By
 DU0734  HISTORY     - UNK      MONUMENTED       SPRR
 DU0734  HISTORY     - 1948     GOOD             NGS
 DU0734  HISTORY     - 1979     POOR             LOCSUR
 DU0734  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0734  HISTORY     - 20071102 MARK NOT FOUND   GEOCAC
 DU0734
 DU0734                          STATION DESCRIPTION
 DU0734
 DU0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0734'4.0 MI S FROM CHANDLER.
 DU0734'4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0734'STATION AT CHANDLER, AT CULVERT 933, AND 12 FEET WEST OF THE CENTER
 DU0734'LINE OF THE TRACK.  AN IRON RIVET SET IN THE TOP OF THE CONCRETE HEAD
 DU0734'WALL.
 DU0734
 DU0734                          STATION RECOVERY (1979)
 DU0734
 DU0734'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0734'THE MARK SITE IS LOCATED ALONG THE SOUTHERN PACIFIC TRANSPORTATION
 DU0734'COMPANY RAILROAD TRACKS 0.2 MILE SOUTH OF THE OCOTILLO ROAD CROSSING.
 DU0734'THE RIVET APPEARS TO HAVE DETERIORATED OR HAS BEEN DAMAGED BY VANDAL-
 DU0734'ISM.
 DU0734
 DU0734                          STATION RECOVERY (1994)
 DU0734
 DU0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0734'MARK NOT FOUND.
 DU0734
 DU0734                          STATION RECOVERY (2007)
 DU0734
 DU0734'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0734'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0734'MARK. THREE IS NO LONGER A CULVERT AT THE DESCRIBED LOCATION. ASSUMED
 DU0734'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0736 ***********************************************************************
 DU0736  DESIGNATION -  RV 293
 DU0736  PID         -  DU0736
 DU0736  STATE/COUNTY-  AZ/MARICOPA
 DU0736  USGS QUAD   -  GILA BUTTE (1981)
 DU0736
 DU0736                         *CURRENT SURVEY CONTROL
 DU0736  ___________________________________________________________________
 DU0736* NAD 83(1986)-  33 13 52.     (N)    111 50 12.     (W)     SCALED    
 DU0736* NAVD 88     -       372.01   (+/-2cm)    1220.5    (feet)  VERTCON   
 DU0736  ___________________________________________________________________
 DU0736  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0736
 DU0736.The horizontal coordinates were scaled from a topographic map and have
 DU0736.an estimated accuracy of +/- 6 seconds.
 DU0736
 DU0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0736.The vertical order pertains to the NGVD 29 superseded value.
 DU0736
 DU0736.The geoid height was determined by GEOID03.
 DU0736
 DU0736;                    North         East    Units  Estimated Accuracy
 DU0736;SPC AZ C     -   247,380.      220,820.      MT  (+/- 180 meters Scaled)
 DU0736
 DU0736                          SUPERSEDED SURVEY CONTROL
 DU0736
 DU0736  NGVD 29 (??/??/92)  371.51   (m)         1218.9    (f) COMPUTED    2 0
 DU0736
 DU0736.Superseded values are not recommended for survey control.
 DU0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0736.See file dsdata.txt to determine how the superseded data were derived.
 DU0736
 DU0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220772(NAD 83)
 DU0736_MARKER: R = RIVET
 DU0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0736_SP_SET: FOUNDATION
 DU0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0736
 DU0736  HISTORY     - Date     Condition        Report By
 DU0736  HISTORY     - UNK      MONUMENTED       SPRR
 DU0736  HISTORY     - 1934     GOOD             NGS
 DU0736  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0736  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU0736
 DU0736                          STATION DESCRIPTION
 DU0736
 DU0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0736'4.9 MI S FROM CHANDLER.
 DU0736'4.9 MI SOUTH ON S.P. RY.  AT SERAPE, IN THE CONCRETE BASE OF A WATER
 DU0736'COLUMN, OPPOSITE THE WATER TANK, AND 6 FEET SOUTH OF THE MAIN TRACK.
 DU0736
 DU0736                          STATION RECOVERY (1994)
 DU0736
 DU0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0736'MARK NOT FOUND.
 DU0736
 DU0736                          STATION RECOVERY (2007)
 DU0736
 DU0736'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0736'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0736'MARK. THERE ARE MANY CONCRETE STRUCTURES IN THE AREA, BUT ALL
 DU0736'ABOVE-GROUND TANKS HAVE BEEN REMOVED. IT IS DIFFICULT TO IMAGINE HOW A
 DU0736''CONCRETE BASE OF A WATER COLUMN' COULD BE SOUTH OF A NORTH-SOUTH RAIL
 DU0736'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0737 ***********************************************************************
 DU0737  DESIGNATION -  RV 294
 DU0737  PID         -  DU0737
 DU0737  STATE/COUNTY-  AZ/MARICOPA
 DU0737  USGS QUAD   -  GILA BUTTE (1981)
 DU0737
 DU0737                         *CURRENT SURVEY CONTROL
 DU0737  ___________________________________________________________________
 DU0737* NAD 83(1986)-  33 12 34.     (N)    111 50 09.     (W)     SCALED    
 DU0737* NAVD 88     -       372.49   (+/-2cm)    1222.1    (feet)  VERTCON   
 DU0737  ___________________________________________________________________
 DU0737  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0737
 DU0737.The horizontal coordinates were scaled from a topographic map and have
 DU0737.an estimated accuracy of +/- 6 seconds.
 DU0737
 DU0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0737.The vertical order pertains to the NGVD 29 superseded value.
 DU0737
 DU0737.The geoid height was determined by GEOID03.
 DU0737
 DU0737;                    North         East    Units  Estimated Accuracy
 DU0737;SPC AZ C     -   244,980.      220,900.      MT  (+/- 180 meters Scaled)
 DU0737
 DU0737                          SUPERSEDED SURVEY CONTROL
 DU0737
 DU0737  NGVD 29 (??/??/92)  371.99   (m)         1220.4    (f) COMPUTED    2 0
 DU0737
 DU0737.Superseded values are not recommended for survey control.
 DU0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0737.See file dsdata.txt to determine how the superseded data were derived.
 DU0737
 DU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB221748(NAD 83)
 DU0737_MARKER: R = RIVET
 DU0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0737_SP_SET: CULVERT
 DU0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0737
 DU0737  HISTORY     - Date     Condition        Report By
 DU0737  HISTORY     - UNK      MONUMENTED       SPRR
 DU0737  HISTORY     - 1934     GOOD             NGS
 DU0737  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0737  HISTORY     - 20070703 MARK NOT FOUND   GEOCAC
 DU0737
 DU0737                          STATION DESCRIPTION
 DU0737
 DU0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0737'6.4 MI S FROM CHANDLER.
 DU0737'6.4 MI SOUTH ON S.P. RY.  IN CONCRETE HEADWALL OF CULVERT NO. 935-F,
 DU0737'AND 11 FEET NORTH OF THE MAIN TRACK.
 DU0737
 DU0737                          STATION RECOVERY (1994)
 DU0737
 DU0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0737'MARK NOT FOUND.
 DU0737
 DU0737                          STATION RECOVERY (2007)
 DU0737
 DU0737'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0737'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0737'MARK. THERE IS NO EVIDENCE OF A CULVERT AT THIS LOCATION. ASSUMED
 DU0737'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0745 ***********************************************************************
 DU0745  DESIGNATION -  RV 295
 DU0745  PID         -  DU0745
 DU0745  STATE/COUNTY-  AZ/PINAL
 DU0745  USGS QUAD   -  GILA BUTTE (1981)
 DU0745
 DU0745                         *CURRENT SURVEY CONTROL
 DU0745  ___________________________________________________________________
 DU0745* NAD 83(1986)-  33 08 40.     (N)    111 45 43.     (W)     SCALED    
 DU0745* NAVD 88     -       387.15   (+/-2cm)    1270.2    (feet)  VERTCON   
 DU0745  ___________________________________________________________________
 DU0745  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0745
 DU0745.The horizontal coordinates were scaled from a topographic map and have
 DU0745.an estimated accuracy of +/- 6 seconds.
 DU0745
 DU0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0745.The vertical order pertains to the NGVD 29 superseded value.
 DU0745
 DU0745.The geoid height was determined by GEOID03.
 DU0745
 DU0745;                    North         East    Units  Estimated Accuracy
 DU0745;SPC AZ C     -   237,780.      227,790.      MT  (+/- 180 meters Scaled)
 DU0745
 DU0745                          SUPERSEDED SURVEY CONTROL
 DU0745
 DU0745  NGVD 29 (??/??/92)  386.67   (m)         1268.6    (f) COMPUTED    2 0
 DU0745
 DU0745.Superseded values are not recommended for survey control.
 DU0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0745.See file dsdata.txt to determine how the superseded data were derived.
 DU0745
 DU0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB289675(NAD 83)
 DU0745_MARKER: R = RIVET
 DU0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0745_SP_SET: CULVERT
 DU0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0745
 DU0745  HISTORY     - Date     Condition        Report By
 DU0745  HISTORY     - UNK      MONUMENTED       SPRR
 DU0745  HISTORY     - 1934     GOOD             NGS
 DU0745  HISTORY     - 1943     GOOD             NGS
 DU0745  HISTORY     - 20071023 MARK NOT FOUND   GEOCAC
 DU0745
 DU0745                          STATION DESCRIPTION
 DU0745
 DU0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0745'5.7 MI N FROM OLDBERG.
 DU0745'5.7 MI NORTH ON S.P. RY.  ABOUT 300 FEET NORTHEAST OF MILE POLE NO.
 DU0745'942, IN THE TOP OF A CONCRETE HEADWALL OF A CULVERT, AND 19 FEET SOUTH
 DU0745'WEST OF THE CENTERLINE OF THE TRACK.
 DU0745
 DU0745                          STATION RECOVERY (1943)
 DU0745
 DU0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DU0745'RECOVERED IN GOOD CONDITION.
 DU0745
 DU0745                          STATION RECOVERY (2007)
 DU0745
 DU0745'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0745'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0745'MARK.
 DU0745'THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0752 ***********************************************************************
 DU0752  DESIGNATION -  RV 296
 DU0752  PID         -  DU0752
 DU0752  STATE/COUNTY-  AZ/PINAL
 DU0752  USGS QUAD   -  SACATON (1981)
 DU0752
 DU0752                         *CURRENT SURVEY CONTROL
 DU0752  ___________________________________________________________________
 DU0752* NAD 83(1986)-  33 05 59.     (N)    111 42 00.     (W)     SCALED    
 DU0752* NAVD 88     -       396.51   (+/-2cm)    1300.9    (feet)  VERTCON   
 DU0752  ___________________________________________________________________
 DU0752  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0752
 DU0752.The horizontal coordinates were scaled from a topographic map and have
 DU0752.an estimated accuracy of +/- 6 seconds.
 DU0752
 DU0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0752.The vertical order pertains to the NGVD 29 superseded value.
 DU0752
 DU0752.The geoid height was determined by GEOID03.
 DU0752
 DU0752;                    North         East    Units  Estimated Accuracy
 DU0752;SPC AZ C     -   232,830.      233,580.      MT  (+/- 180 meters Scaled)
 DU0752
 DU0752                          SUPERSEDED SURVEY CONTROL
 DU0752
 DU0752  NGVD 29 (??/??/92)  396.020  (m)         1299.28   (f) ADJ UNCH    2 0
 DU0752
 DU0752.Superseded values are not recommended for survey control.
 DU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0752.See file dsdata.txt to determine how the superseded data were derived.
 DU0752
 DU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB346625(NAD 83)
 DU0752_MARKER: R = RIVET
 DU0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0752_SP_SET: BRIDGE
 DU0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0752+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU0752
 DU0752  HISTORY     - Date     Condition        Report By
 DU0752  HISTORY     - UNK      MONUMENTED       SPRR
 DU0752  HISTORY     - 1934     GOOD             NGS
 DU0752  HISTORY     - 1966     GOOD             NGS
 DU0752  HISTORY     - 20060910 GOOD             GEOCAC
 DU0752
 DU0752                          STATION DESCRIPTION
 DU0752
 DU0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0752'1.1 MI N FROM OLDBERG.
 DU0752'1.1 MI NORTH ON S.P. RY. IN THE SOUTH PIER OF BRIDGE NO. 946-B, AND 8
 DU0752'FEET WEST OF THE CENTERLINE OF THE TRACK.
 DU0752
 DU0752                          STATION RECOVERY (1966)
 DU0752
 DU0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0752'RECOVERED IN GOOD CONDITION.
 DU0752
 DU0752                          STATION RECOVERY (2006)
 DU0752
 DU0752'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0753 ***********************************************************************
 DU0753  DESIGNATION -  RV 297
 DU0753  PID         -  DU0753
 DU0753  STATE/COUNTY-  AZ/PINAL
 DU0753  USGS QUAD   -  SACATON (1981)
 DU0753
 DU0753                         *CURRENT SURVEY CONTROL
 DU0753  ___________________________________________________________________
 DU0753* NAD 83(1986)-  33 05 41.     (N)    111 41 01.     (W)     SCALED    
 DU0753* NAVD 88     -       402.94   (+/-2cm)    1322.0    (feet)  VERTCON   
 DU0753  ___________________________________________________________________
 DU0753  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0753
 DU0753.The horizontal coordinates were scaled from a topographic map and have
 DU0753.an estimated accuracy of +/- 6 seconds.
 DU0753
 DU0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0753.The vertical order pertains to the NGVD 29 superseded value.
 DU0753
 DU0753.The geoid height was determined by GEOID03.
 DU0753
 DU0753;                    North         East    Units  Estimated Accuracy
 DU0753;SPC AZ C     -   232,280.      235,110.      MT  (+/- 180 meters Scaled)
 DU0753
 DU0753                          SUPERSEDED SURVEY CONTROL
 DU0753
 DU0753  NGVD 29 (??/??/92)  402.448  (m)         1320.36   (f) ADJ UNCH    2 0
 DU0753
 DU0753.Superseded values are not recommended for survey control.
 DU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0753.See file dsdata.txt to determine how the superseded data were derived.
 DU0753
 DU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB362619(NAD 83)
 DU0753_MARKER: R = RIVET
 DU0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0753_SP_SET: CULVERT
 DU0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0753+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2007
 DU0753
 DU0753  HISTORY     - Date     Condition        Report By
 DU0753  HISTORY     - UNK      MONUMENTED       SPRR
 DU0753  HISTORY     - 1934     GOOD             NGS
 DU0753  HISTORY     - 1966     GOOD             NGS
 DU0753  HISTORY     - 20071224 GOOD             GEOCAC
 DU0753
 DU0753                          STATION DESCRIPTION
 DU0753
 DU0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0753'0.1 MI NW FROM OLDBERG.
 DU0753'0.1 MI NORTHWEST ON S.P. RY.  IN THE CONCRETE HEADWALL OF CULVERT NO.
 DU0753'947-F, AND 9 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 DU0753
 DU0753                          STATION RECOVERY (1966)
 DU0753
 DU0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0753'RECOVERED IN GOOD CONDITION.
 DU0753
 DU0753                          STATION RECOVERY (2007)
 DU0753
 DU0753'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0755 ***********************************************************************
 DU0755  DESIGNATION -  RV 298
 DU0755  PID         -  DU0755
 DU0755  STATE/COUNTY-  AZ/PINAL
 DU0755  USGS QUAD   -  SACATON (1981)
 DU0755
 DU0755                         *CURRENT SURVEY CONTROL
 DU0755  ___________________________________________________________________
 DU0755* NAD 83(1986)-  33 05 09.     (N)    111 39 19.     (W)     SCALED    
 DU0755* NAVD 88     -       407.79   (+/-2cm)    1337.9    (feet)  VERTCON   
 DU0755  ___________________________________________________________________
 DU0755  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0755
 DU0755.The horizontal coordinates were scaled from a topographic map and have
 DU0755.an estimated accuracy of +/- 6 seconds.
 DU0755
 DU0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0755.The vertical order pertains to the NGVD 29 superseded value.
 DU0755
 DU0755.The geoid height was determined by GEOID03.
 DU0755
 DU0755;                    North         East    Units  Estimated Accuracy
 DU0755;SPC AZ C     -   231,300.      237,760.      MT  (+/- 180 meters Scaled)
 DU0755
 DU0755                          SUPERSEDED SURVEY CONTROL
 DU0755
 DU0755  NGVD 29 (??/??/92)  407.300  (m)         1336.28   (f) ADJ UNCH    2 0
 DU0755
 DU0755.Superseded values are not recommended for survey control.
 DU0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0755.See file dsdata.txt to determine how the superseded data were derived.
 DU0755
 DU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB388609(NAD 83)
 DU0755_MARKER: R = RIVET
 DU0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0755_SP_SET: BRIDGE
 DU0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0755+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2007
 DU0755
 DU0755  HISTORY     - Date     Condition        Report By
 DU0755  HISTORY     - UNK      MONUMENTED       SPRR
 DU0755  HISTORY     - 1934     GOOD             NGS
 DU0755  HISTORY     - 1966     GOOD             NGS
 DU0755  HISTORY     - 20071224 GOOD             GEOCAC
 DU0755
 DU0755                          STATION DESCRIPTION
 DU0755
 DU0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0755'1.7 MI SE FROM OLDBERG.
 DU0755'1.7 MI SOUTHEAST ON S.P. RY.  ON BRIDGE NO. 949-B, IN THE CONCRETE
 DU0755'BULK-HEAD PIER ON THE WEST END OF THE BRIDGE, AND 10 FEET NORTHEAST OF
 DU0755'THE CENTERLINE OF THE TRACK.
 DU0755
 DU0755                          STATION RECOVERY (1966)
 DU0755
 DU0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0755'RECOVERED IN GOOD CONDITION.
 DU0755
 DU0755                          STATION RECOVERY (2007)
 DU0755
 DU0755'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0759 ***********************************************************************
 DU0759  DESIGNATION -  RV 299
 DU0759  PID         -  DU0759
 DU0759  STATE/COUNTY-  AZ/PINAL
 DU0759  USGS QUAD   -  BLACKWATER (1981)
 DU0759
 DU0759                         *CURRENT SURVEY CONTROL
 DU0759  ___________________________________________________________________
 DU0759* NAD 83(1986)-  33 03 18.     (N)    111 33 15.     (W)     SCALED    
 DU0759* NAVD 88     -       423.69   (+/-2cm)    1390.1    (feet)  VERTCON   
 DU0759  ___________________________________________________________________
 DU0759  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0759
 DU0759.The horizontal coordinates were scaled from a topographic map and have
 DU0759.an estimated accuracy of +/- 6 seconds.
 DU0759
 DU0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0759.The vertical order pertains to the NGVD 29 superseded value.
 DU0759
 DU0759.The geoid height was determined by GEOID03.
 DU0759
 DU0759;                    North         East    Units  Estimated Accuracy
 DU0759;SPC AZ C     -   227,910.      247,210.      MT  (+/- 180 meters Scaled)
 DU0759
 DU0759                          SUPERSEDED SURVEY CONTROL
 DU0759
 DU0759  NGVD 29 (??/??/92)  423.190  (m)         1388.42   (f) ADJ UNCH    2 0
 DU0759
 DU0759.Superseded values are not recommended for survey control.
 DU0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0759.See file dsdata.txt to determine how the superseded data were derived.
 DU0759
 DU0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482575(NAD 83)
 DU0759_MARKER: R = RIVET
 DU0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0759_SP_SET: CULVERT
 DU0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0759
 DU0759  HISTORY     - Date     Condition        Report By
 DU0759  HISTORY     - UNK      MONUMENTED       SPRR
 DU0759  HISTORY     - 1934     GOOD             NGS
 DU0759  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0759
 DU0759                          STATION DESCRIPTION
 DU0759
 DU0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0759'2.5 MI S FROM BLACKWATER.
 DU0759'2.5 MI SOUTH ON S.P. RY.  IN THE CONCRETE HEADWALL OF CULVERT NO.
 DU0759'954-A.
 DU0759
 DU0759                          STATION RECOVERY (2007)
 DU0759
 DU0759'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0759'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0759'MARK. THE CONCRETE CULVERT HAS BEEN REMOVED, AND REPLACED BY A
 DU0759'CORRUGATED STEEL ONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0382 ***********************************************************************
 DT0382  DESIGNATION -  RV 3
 DT0382  PID         -  DT0382
 DT0382  STATE/COUNTY-  AZ/GRAHAM
 DT0382  USGS QUAD   -  FORT THOMAS (1989)
 DT0382
 DT0382                         *CURRENT SURVEY CONTROL
 DT0382  ___________________________________________________________________
 DT0382* NAD 83(1986)-  33 03 17.     (N)    109 59 48.     (W)     SCALED    
 DT0382* NAVD 88     -       822.443  (meters)    2698.30   (feet)  ADJUSTED  
 DT0382  ___________________________________________________________________
 DT0382  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DT0382  DYNAMIC HT  -         821.319 (meters)    2694.61  (feet)  COMP
 DT0382  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 DT0382
 DT0382  VERT ORDER  -  FIRST     CLASS II
 DT0382
 DT0382.The horizontal coordinates were scaled from a topographic map and have
 DT0382.an estimated accuracy of +/- 6 seconds.
 DT0382
 DT0382.The orthometric height was determined by differential leveling
 DT0382.and adjusted in June 1991.
 DT0382
 DT0382.The geoid height was determined by GEOID03.
 DT0382
 DT0382.The dynamic height is computed by dividing the NAVD 88
 DT0382.geopotential number by the normal gravity value computed on the
 DT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0382.degrees latitude (g = 980.6199 gals.).
 DT0382
 DT0382.The modeled gravity was interpolated from observed gravity values.
 DT0382
 DT0382;                    North         East    Units  Estimated Accuracy
 DT0382;SPC AZ E     -   227,830.      229,240.      MT  (+/- 180 meters Scaled)
 DT0382
 DT0382                          SUPERSEDED SURVEY CONTROL
 DT0382
 DT0382  NGVD 29 (??/??/92)  821.864  (m)         2696.40   (f) ADJ UNCH    1 2
 DT0382
 DT0382.Superseded values are not recommended for survey control.
 DT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0382.See file dsdata.txt to determine how the superseded data were derived.
 DT0382
 DT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB936578(NAD 83)
 DT0382_MARKER: R = RIVET
 DT0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0382_SP_SET: CULVERT
 DT0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0382+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0382
 DT0382  HISTORY     - Date     Condition        Report By
 DT0382  HISTORY     - UNK      MONUMENTED       SPRR
 DT0382  HISTORY     - 1933     GOOD             NGS
 DT0382  HISTORY     - 20081009 GOOD             GEOCAC
 DT0382
 DT0382                          STATION DESCRIPTION
 DT0382
 DT0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DT0382'2.1 MI NW FROM FT THOMAS.
 DT0382'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.5 MILES SOUTHEAST OF EMERY SCHOOL,
 DT0382'14 FEET NORTHEAST OF RAILROAD CENTER LINE, IN CONCRETE CULVERT MARKED
 DT0382'1161.47.
 DT0382
 DT0382                          STATION RECOVERY (2008)
 DT0382
 DT0382'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0382'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0382'03.296' W109  59.824'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0824 ***********************************************************************
 DW0824  DESIGNATION -  RV 30
 DW0824  PID         -  DW0824
 DW0824  STATE/COUNTY-  AZ/LA PAZ
 DW0824  USGS QUAD   -  BOUSE (1990)
 DW0824
 DW0824                         *CURRENT SURVEY CONTROL
 DW0824  ___________________________________________________________________
 DW0824* NAD 83(1986)-  33 57 32.     (N)    114 01 40.     (W)     SCALED    
 DW0824* NAVD 88     -       274.30   (+/-2cm)     899.9    (feet)  VERTCON   
 DW0824  ___________________________________________________________________
 DW0824  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DW0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0824
 DW0824.The horizontal coordinates were scaled from a topographic map and have
 DW0824.an estimated accuracy of +/- 6 seconds.
 DW0824
 DW0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0824.The vertical order pertains to the NGVD 29 superseded value.
 DW0824
 DW0824.The geoid height was determined by GEOID03.
 DW0824
 DW0824;                    North         East    Units  Estimated Accuracy
 DW0824;SPC AZ W     -   328,140.      187,690.      MT  (+/- 180 meters Scaled)
 DW0824
 DW0824                          SUPERSEDED SURVEY CONTROL
 DW0824
 DW0824  NGVD 29 (??/??/??)  273.671  (m)          897.87   (f) ADJUSTED    2 0
 DW0824
 DW0824.Superseded values are not recommended for survey control.
 DW0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0824.See file dsdata.txt to determine how the superseded data were derived.
 DW0824
 DW0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT746615(NAD 83)
 DW0824_MARKER: R = RIVET
 DW0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0824_SP_SET: LAVA OUTCROP
 DW0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0824
 DW0824  HISTORY     - Date     Condition        Report By
 DW0824  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0824  HISTORY     - 1935     GOOD             NGS
 DW0824
 DW0824                          STATION DESCRIPTION
 DW0824
 DW0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0824'2.1 MI NW FROM BOUSE.
 DW0824'ABOUT 2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DW0824'RAILWAY FROM THE STATION AT BOUSE, YUMA COUNTY, ABOUT 88 YARDS
 DW0824'(8 RAILS) NORTHWEST OF MILEPOST 82, AT WOODEN BRIDGE 83 A, 15
 DW0824'FEET SOUTH OF THE EAST END, ABOUT 25 YARDS NORTHEAST OF A POLE,
 DW0824'IN LINE WITH A ROW OF POLES, 38 FEET SOUTHWEST OF THE CENTER
 DW0824'LINE OF THE TRACK, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD
 DW0824'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0132 ***********************************************************************
 DU0132  DESIGNATION -  RV 30
 DU0132  PID         -  DU0132
 DU0132  STATE/COUNTY-  AZ/GRAHAM
 DU0132  USGS QUAD   -  SAN CARLOS RESERVOIR (1989)
 DU0132
 DU0132                         *CURRENT SURVEY CONTROL
 DU0132  ___________________________________________________________________
 DU0132* NAD 83(1986)-  33 14 38.     (N)    110 25 48.     (W)     SCALED    
 DU0132* NAVD 88     -       782.749  (meters)    2568.07   (feet)  ADJUSTED  
 DU0132  ___________________________________________________________________
 DU0132  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU0132  DYNAMIC HT  -         781.707 (meters)    2564.65  (feet)  COMP
 DU0132  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 DU0132
 DU0132  VERT ORDER  -  FIRST     CLASS II
 DU0132
 DU0132.The horizontal coordinates were scaled from a topographic map and have
 DU0132.an estimated accuracy of +/- 6 seconds.
 DU0132
 DU0132.The orthometric height was determined by differential leveling
 DU0132.and adjusted in June 1991.
 DU0132
 DU0132.The geoid height was determined by GEOID03.
 DU0132
 DU0132.The dynamic height is computed by dividing the NAVD 88
 DU0132.geopotential number by the normal gravity value computed on the
 DU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0132.degrees latitude (g = 980.6199 gals.).
 DU0132
 DU0132.The modeled gravity was interpolated from observed gravity values.
 DU0132
 DU0132;                    North         East    Units  Estimated Accuracy
 DU0132;SPC AZ E     -   248,830.      188,820.      MT  (+/- 180 meters Scaled)
 DU0132
 DU0132                          SUPERSEDED SURVEY CONTROL
 DU0132
 DU0132  NGVD 29 (??/??/92)  782.179  (m)         2566.20   (f) ADJ UNCH    1 2
 DU0132
 DU0132.Superseded values are not recommended for survey control.
 DU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0132.See file dsdata.txt to determine how the superseded data were derived.
 DU0132
 DU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB531784(NAD 83)
 DU0132_MARKER: R = RIVET
 DU0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0132_SP_SET: CULVERT
 DU0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0132
 DU0132  HISTORY     - Date     Condition        Report By
 DU0132  HISTORY     - UNK      MONUMENTED       SPRR
 DU0132  HISTORY     - 1933     GOOD             NGS
 DU0132
 DU0132                          STATION DESCRIPTION
 DU0132
 DU0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0132'8.1 MI S FROM SAN CARLOS.
 DU0132'ON SOUTHERN PACIFIC RIGHT OF WAY, 680 FEET SOUTH OF MILEPOST 1193, 18
 DU0132'FEET NORTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0132'1192.87.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0761 ***********************************************************************
 DU0761  DESIGNATION -  RV 300
 DU0761  PID         -  DU0761
 DU0761  STATE/COUNTY-  AZ/PINAL
 DU0761  USGS QUAD   -  BLACKWATER (1981)
 DU0761
 DU0761                         *CURRENT SURVEY CONTROL
 DU0761  ___________________________________________________________________
 DU0761* NAD 83(1986)-  33 02 59.     (N)    111 32 42.     (W)     SCALED    
 DU0761* NAVD 88     -       426.16   (+/-2cm)    1398.2    (feet)  VERTCON   
 DU0761  ___________________________________________________________________
 DU0761  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0761
 DU0761.The horizontal coordinates were scaled from a topographic map and have
 DU0761.an estimated accuracy of +/- 6 seconds.
 DU0761
 DU0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0761.The vertical order pertains to the NGVD 29 superseded value.
 DU0761
 DU0761.The geoid height was determined by GEOID03.
 DU0761
 DU0761;                    North         East    Units  Estimated Accuracy
 DU0761;SPC AZ C     -   227,330.      248,070.      MT  (+/- 180 meters Scaled)
 DU0761
 DU0761                          SUPERSEDED SURVEY CONTROL
 DU0761
 DU0761  NGVD 29 (??/??/92)  425.651  (m)         1396.49   (f) ADJ UNCH    2 0
 DU0761
 DU0761.Superseded values are not recommended for survey control.
 DU0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0761.See file dsdata.txt to determine how the superseded data were derived.
 DU0761
 DU0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB491569(NAD 83)
 DU0761_MARKER: R = RIVET
 DU0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0761_SP_SET: CULVERT
 DU0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0761
 DU0761  HISTORY     - Date     Condition        Report By
 DU0761  HISTORY     - UNK      MONUMENTED       SPRR
 DU0761  HISTORY     - 1934     GOOD             NGS
 DU0761  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0761
 DU0761                          STATION DESCRIPTION
 DU0761
 DU0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0761'2.1 MI N FROM POSTON.
 DU0761'2.1 MI NORTH ON S.P. RY.  IN THE CONCRETE HEADWALL OF CULVERT NO.
 DU0761'956-A, AND 8 FEET NORTH OF THE MAIN LINE TRACK.
 DU0761
 DU0761                          STATION RECOVERY (2007)
 DU0761
 DU0761'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0761'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0761'MARK. THE CONCRETE CULVERT HAS BEEN REPLACED BY ONE OF CORRUGATED
 DU0761'STEEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0763 ***********************************************************************
 DU0763  DESIGNATION -  RV 301
 DU0763  PID         -  DU0763
 DU0763  STATE/COUNTY-  AZ/PINAL
 DU0763  USGS QUAD   -  BLACKWATER (1981)
 DU0763
 DU0763                         *CURRENT SURVEY CONTROL
 DU0763  ___________________________________________________________________
 DU0763* NAD 83(1986)-  33 01 36.     (N)    111 31 14.     (W)     SCALED    
 DU0763* NAVD 88     -       430.25   (+/-2cm)    1411.6    (feet)  VERTCON   
 DU0763  ___________________________________________________________________
 DU0763  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0763
 DU0763.The horizontal coordinates were scaled from a topographic map and have
 DU0763.an estimated accuracy of +/- 6 seconds.
 DU0763
 DU0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0763.The vertical order pertains to the NGVD 29 superseded value.
 DU0763
 DU0763.The geoid height was determined by GEOID03.
 DU0763
 DU0763;                    North         East    Units  Estimated Accuracy
 DU0763;SPC AZ C     -   224,780.      250,360.      MT  (+/- 180 meters Scaled)
 DU0763
 DU0763                          SUPERSEDED SURVEY CONTROL
 DU0763
 DU0763  NGVD 29 (??/??/92)  429.740  (m)         1409.91   (f) ADJ UNCH    2 0
 DU0763
 DU0763.Superseded values are not recommended for survey control.
 DU0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0763.See file dsdata.txt to determine how the superseded data were derived.
 DU0763
 DU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB513543(NAD 83)
 DU0763_MARKER: R = RIVET
 DU0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0763_SP_SET: WATER SPIGOT
 DU0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0763
 DU0763  HISTORY     - Date     Condition        Report By
 DU0763  HISTORY     - UNK      MONUMENTED       SPRR
 DU0763  HISTORY     - 1934     GOOD             NGS
 DU0763  HISTORY     - 20071115 MARK NOT FOUND   GEOCAC
 DU0763
 DU0763                          STATION DESCRIPTION
 DU0763
 DU0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0763'IN POSTON.
 DU0763'IN THE CONCRETE BASE OF THE WATER SPIGOT, 6 FEET NORTH OF SIGNAL TOWER
 DU0763'NO. 9587, AND 7 FEET EAST OF THE CENTERLINE OF THE TRACK.
 DU0763
 DU0763                          STATION RECOVERY (2007)
 DU0763
 DU0763'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0763'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0763'MARK.
 DU0763'THE TRACKS ARE STILL THERE, BUT NEITHER OF THE OTHER REFERENCED
 DU0763'OBJECTS COULD BE LOCATED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0664 ***********************************************************************
 DU0664  DESIGNATION -  RV 302
 DU0664  PID         -  DU0664
 DU0664  STATE/COUNTY-  AZ/PINAL
 DU0664  USGS QUAD   -  BLACKWATER (1981)
 DU0664
 DU0664                         *CURRENT SURVEY CONTROL
 DU0664  ___________________________________________________________________
 DU0664* NAD 83(1986)-  33 01 42.     (N)    111 30 33.     (W)     SCALED    
 DU0664* NAVD 88     -       430.08   (+/-2cm)    1411.0    (feet)  VERTCON   
 DU0664  ___________________________________________________________________
 DU0664  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0664
 DU0664.The horizontal coordinates were scaled from a topographic map and have
 DU0664.an estimated accuracy of +/- 6 seconds.
 DU0664
 DU0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0664.The vertical order pertains to the NGVD 29 superseded value.
 DU0664
 DU0664.The geoid height was determined by GEOID03.
 DU0664
 DU0664;                    North         East    Units  Estimated Accuracy
 DU0664;SPC AZ C     -   224,970.      251,430.      MT  (+/- 180 meters Scaled)
 DU0664
 DU0664                          SUPERSEDED SURVEY CONTROL
 DU0664
 DU0664  NGVD 29 (??/??/92)  429.566  (m)         1409.33   (f) ADJ UNCH    2 0
 DU0664
 DU0664.Superseded values are not recommended for survey control.
 DU0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0664.See file dsdata.txt to determine how the superseded data were derived.
 DU0664
 DU0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB524545(NAD 83)
 DU0664_MARKER: R = RIVET
 DU0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0664_SP_SET: CULVERT
 DU0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0664+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2007
 DU0664
 DU0664  HISTORY     - Date     Condition        Report By
 DU0664  HISTORY     - UNK      MONUMENTED       SPRR
 DU0664  HISTORY     - 1934     GOOD             NGS
 DU0664  HISTORY     - 1977     GOOD             USGS
 DU0664  HISTORY     - 20071115 GOOD             GEOCAC
 DU0664
 DU0664                          STATION DESCRIPTION
 DU0664
 DU0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0664'4.6 MI NE FROM COOLIDGE.
 DU0664'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD SPUR TRACK
 DU0664'LEADING TO FLORENCE FROM COOLIDGE, PINAL COUNTY, AT CONCRETE CULVERT
 DU0664'959 A, IN THE TOP OF THE CONCRETE HEADWALL, AND 13 FEET NORTH OF THE
 DU0664'CENTERLINE OF THE TRACK.
 DU0664
 DU0664                          STATION RECOVERY (1977)
 DU0664
 DU0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0664'COOLIDGE, 3.0 MI N. OF RR. STATION SITE AT, ALONG SOUTHERN PACIFIC
 DU0664'RR., THENCE 0.6 MI NE. ALONG OLD RR. BED. ABOUT 200 FT NE. OF NE. END
 DU0664'OF DEEP CUT IN CHOLLA MTN., 14 FT NW. OF CENTERLINE OF ROADBED. SET
 DU0664'IN NE. END OF NW. CONCRETE HEADWALL OF 3 FT DIAMETER CULVERT.
 DU0664'MONEL-METAL RIVET RV 302 (S.P.CO).
 DU0664
 DU0664                          STATION RECOVERY (2007)
 DU0664
 DU0664'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0569 ***********************************************************************
 DU0569  DESIGNATION -  RV 303
 DU0569  PID         -  DU0569
 DU0569  STATE/COUNTY-  AZ/PINAL
 DU0569  USGS QUAD   -  FLORENCE (1981)
 DU0569
 DU0569                         *CURRENT SURVEY CONTROL
 DU0569  ___________________________________________________________________
 DU0569* NAD 83(1986)-  33 03 04.     (N)    111 27 42.     (W)     SCALED    
 DU0569* NAVD 88     -       447.17   (+/-2cm)    1467.1    (feet)  VERTCON   
 DU0569  ___________________________________________________________________
 DU0569  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DU0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0569
 DU0569.The horizontal coordinates were scaled from a topographic map and have
 DU0569.an estimated accuracy of +/- 6 seconds.
 DU0569
 DU0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0569.The vertical order pertains to the NGVD 29 superseded value.
 DU0569
 DU0569.The geoid height was determined by GEOID03.
 DU0569
 DU0569;                    North         East    Units  Estimated Accuracy
 DU0569;SPC AZ C     -   227,510.      255,850.      MT  (+/- 180 meters Scaled)
 DU0569
 DU0569                          SUPERSEDED SURVEY CONTROL
 DU0569
 DU0569  NGVD 29 (??/??/92)  446.606  (m)         1465.24   (f) ADJ UNCH    2 0
 DU0569
 DU0569.Superseded values are not recommended for survey control.
 DU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0569.See file dsdata.txt to determine how the superseded data were derived.
 DU0569
 DU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB568570(NAD 83)
 DU0569_MARKER: R = RIVET
 DU0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0569_SP_SET: CULVERT
 DU0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0569
 DU0569  HISTORY     - Date     Condition        Report By
 DU0569  HISTORY     - UNK      MONUMENTED       SPRR
 DU0569  HISTORY     - 1934     GOOD             NGS
 DU0569  HISTORY     - 1977     GOOD             USGS
 DU0569  HISTORY     - 20061018 MARK NOT FOUND   GEOCAC
 DU0569
 DU0569                          STATION DESCRIPTION
 DU0569
 DU0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0569'4.7 MI W FROM FLORENCE.
 DU0569'4.7 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD SPUR TRACK
 DU0569'LEADING TO COOLIDGE FROM FLORENCE, PINAL COUNTY, AT CULVERT 962 C, IN
 DU0569'THE TOP OF THE CONCRETE HEADWALL, AND 9 FEET NORTH OF THE CENTERLINE
 DU0569'OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 DU0569
 DU0569                          STATION RECOVERY (1977)
 DU0569
 DU0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0569'FLORENCE, 1.7 MI N. OF JUNCTION OF STATE ROUTE 287 AT, ALONG U.S.
 DU0569'HWY. 80 AND 89, THENCE 5.0 MI W. ALONG HUNT HWY. 270 FT E. OF TRIPLE
 DU0569'WOOD POLE TRANSMISSION LINE TOWER NO. 35 (AT ANGLE POINT), 140 FT NW.
 DU0569'OF CENTERLINE OF HUNT HWY., 9 FT NW. OF CENTERLINE OF OLD RR. GRADE.
 DU0569'SET IN TOP OF SW. END OF NW. HEADWALL. STANDARD MONEL-METAL RIVER RV
 DU0569'303 (S.P.CO.).
 DU0569
 DU0569                          STATION RECOVERY (2006)
 DU0569
 DU0569'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0569'THE CONCRETE HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0568 ***********************************************************************
 DU0568  DESIGNATION -  RV 304
 DU0568  PID         -  DU0568
 DU0568  STATE/COUNTY-  AZ/PINAL
 DU0568  USGS QUAD   -  FLORENCE (1981)
 DU0568
 DU0568                         *CURRENT SURVEY CONTROL
 DU0568  ___________________________________________________________________
 DU0568* NAD 83(1986)-  33 03 11.     (N)    111 27 12.     (W)     SCALED    
 DU0568* NAVD 88     -       448.57   (+/-2cm)    1471.7    (feet)  VERTCON   
 DU0568  ___________________________________________________________________
 DU0568  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU0568  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0568
 DU0568.The horizontal coordinates were scaled from a topographic map and have
 DU0568.an estimated accuracy of +/- 6 seconds.
 DU0568
 DU0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0568.The vertical order pertains to the NGVD 29 superseded value.
 DU0568
 DU0568.The geoid height was determined by GEOID03.
 DU0568
 DU0568;                    North         East    Units  Estimated Accuracy
 DU0568;SPC AZ C     -   227,730.      256,630.      MT  (+/- 180 meters Scaled)
 DU0568
 DU0568                          SUPERSEDED SURVEY CONTROL
 DU0568
 DU0568  NGVD 29 (??/??/92)  448.004  (m)         1469.83   (f) ADJ UNCH    1 2
 DU0568
 DU0568.Superseded values are not recommended for survey control.
 DU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0568.See file dsdata.txt to determine how the superseded data were derived.
 DU0568
 DU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB576572(NAD 83)
 DU0568_MARKER: R = RIVET
 DU0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0568_SP_SET: CULVERT
 DU0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0568
 DU0568  HISTORY     - Date     Condition        Report By
 DU0568  HISTORY     - UNK      MONUMENTED       SPRR
 DU0568  HISTORY     - 1949     GOOD             NGS
 DU0568  HISTORY     - 1977     GOOD             USGS
 DU0568  HISTORY     - 20061018 MARK NOT FOUND   GEOCAC
 DU0568
 DU0568                          STATION DESCRIPTION
 DU0568
 DU0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DU0568'4.2 MI W FROM FLORENCE.
 DU0568'4.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD SPUR TRACK
 DU0568'LEADING TO COOLIDGE FROM FLORENCE, PINAL COUNTY, 100 FEET WEST OF
 DU0568'MILEPOST 963, AT CULVERT 962 F, IN THE TOP OF THE CONCRETE HEADWALL,
 DU0568'AND 14 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DU0568'MONEL-METAL RIVET.  NOTE-- RR HAS BEEN DISMANTLED, HOWEVER PIER
 DU0568'(HEADWALL) IS IN GOOD CONDITION.
 DU0568
 DU0568                          STATION RECOVERY (1977)
 DU0568
 DU0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0568'FLORENCE, 1.7 MI N. OF JUNCTION OF STATE ROUTE 287 AT, ALONG U.S. HWY
 DU0568'80 AND 89, THENCE 4.5 MI W. ALONG HUNT HWY. ABOUT 450 FT NE. OF
 DU0568'JUNCTION WITH FELIX RD., 150 FT N. OF CENTERLINE OF HUNT HWY., 14 FT
 DU0568'N. OF CENTERLINE OF OLD RR. GRADE. SET IN NE. END OF NW. HEADWALL.
 DU0568'STANDARD MONEL-METAL RIVET RV 304 (S.P.CO.).
 DU0568
 DU0568                          STATION RECOVERY (2006)
 DU0568
 DU0568'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0568'THE CONCRETE HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0522 ***********************************************************************
 DU0522  DESIGNATION -  RV 305
 DU0522  PID         -  DU0522
 DU0522  STATE/COUNTY-  AZ/PINAL
 DU0522  USGS QUAD   -  FLORENCE (1981)
 DU0522
 DU0522                         *CURRENT SURVEY CONTROL
 DU0522  ___________________________________________________________________
 DU0522* NAD 83(1986)-  33 03 32.     (N)    111 22 53.     (W)     SCALED    
 DU0522* NAVD 88     -       460.65   (+/-2cm)    1511.3    (feet)  VERTCON   
 DU0522  ___________________________________________________________________
 DU0522  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU0522  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0522
 DU0522.The horizontal coordinates were scaled from a topographic map and have
 DU0522.an estimated accuracy of +/- 6 seconds.
 DU0522
 DU0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0522.The vertical order pertains to the NGVD 29 superseded value.
 DU0522
 DU0522.The geoid height was determined by GEOID03.
 DU0522
 DU0522;                    North         East    Units  Estimated Accuracy
 DU0522;SPC AZ C     -   228,410.      263,350.      MT  (+/- 180 meters Scaled)
 DU0522
 DU0522                          SUPERSEDED SURVEY CONTROL
 DU0522
 DU0522  NGVD 29 (??/??/92)  460.081  (m)         1509.45   (f) ADJ UNCH    1 2
 DU0522
 DU0522.Superseded values are not recommended for survey control.
 DU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0522.See file dsdata.txt to determine how the superseded data were derived.
 DU0522
 DU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB643578(NAD 83)
 DU0522_MARKER: R = RIVET
 DU0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0522_SP_SET: PIER
 DU0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0522
 DU0522  HISTORY     - Date     Condition        Report By
 DU0522  HISTORY     - UNK      MONUMENTED       SPRR
 DU0522  HISTORY     - 1948     GOOD             NGS
 DU0522  HISTORY     - 20080416 MARK NOT FOUND   GEOCAC
 DU0522
 DU0522                          STATION DESCRIPTION
 DU0522
 DU0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0522'0.1 MI E FROM FLORENCE.
 DU0522'0.1 MILE EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION
 DU0522'AT FLORENCE, AT THE WATER TANK IN THE TOWN, IN THE TOP OF THE
 DU0522'NORTHWEST CONCRETE PIER, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 DU0522'AND 3 FEET ABOVE THE GROUND.  A STANDARD MONEL-METAL RIVET.
 DU0522
 DU0522                          STATION RECOVERY (2008)
 DU0522
 DU0522'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0522'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0522'MARK. THERE IS NO REMNANT OF THE TANK AT THE DESCRIBED LOCATION.
 DU0522' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0520 ***********************************************************************
 DU0520  DESIGNATION -  RV 306
 DU0520  PID         -  DU0520
 DU0520  STATE/COUNTY-  AZ/PINAL
 DU0520  USGS QUAD   -  FLORENCE SE (1965)
 DU0520
 DU0520                         *CURRENT SURVEY CONTROL
 DU0520  ___________________________________________________________________
 DU0520* NAD 83(1986)-  33 04 46.     (N)    111 20 46.     (W)     SCALED    
 DU0520* NAVD 88     -       464.22   (+/-2cm)    1523.0    (feet)  VERTCON   
 DU0520  ___________________________________________________________________
 DU0520  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0520
 DU0520.The horizontal coordinates were scaled from a topographic map and have
 DU0520.an estimated accuracy of +/- 6 seconds.
 DU0520
 DU0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0520.The vertical order pertains to the NGVD 29 superseded value.
 DU0520
 DU0520.The geoid height was determined by GEOID03.
 DU0520
 DU0520;                    North         East    Units  Estimated Accuracy
 DU0520;SPC AZ C     -   230,710.      266,630.      MT  (+/- 180 meters Scaled)
 DU0520
 DU0520                          SUPERSEDED SURVEY CONTROL
 DU0520
 DU0520  NGVD 29 (??/??/92)  463.652  (m)         1521.16   (f) ADJ UNCH    2 0
 DU0520
 DU0520.Superseded values are not recommended for survey control.
 DU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0520.See file dsdata.txt to determine how the superseded data were derived.
 DU0520
 DU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB676601(NAD 83)
 DU0520_MARKER: R = RIVET
 DU0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0520_SP_SET: CULVERT
 DU0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0520+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2008
 DU0520
 DU0520  HISTORY     - Date     Condition        Report By
 DU0520  HISTORY     - UNK      MONUMENTED       SPRR
 DU0520  HISTORY     - 1934     GOOD             NGS
 DU0520  HISTORY     - 20080111 GOOD             GEOCAC
 DU0520  HISTORY     - 20080430 GOOD             GEOCAC
 DU0520
 DU0520                          STATION DESCRIPTION
 DU0520
 DU0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0520'2.9 MI E FROM FLORENCE.
 DU0520'2.9 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FLORENCE,
 DU0520'120 FEET WEST OF A ROAD CROSSING, AT 5-FOOT CONCRETE CULVERT 961 E, IN
 DU0520'THE TOP OF THE CONCRETE HEADWALL, AND 10 FEET NORTH OF THE CENTERLINE
 DU0520'OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 DU0520
 DU0520                          STATION RECOVERY (2008)
 DU0520
 DU0520'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0520'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0520'THE DESCRIPTION - THE CULVERT HAS THE DATE 1928 STAMPED IN IT.
 DU0520'HANDHELD COORDINATES
 DU0520'33 04 47.0 (N)   111 20 47.8 (W)  (NAD 83).
 DU0520' 
 DU0520'TO REACH DIRECTIONS FOLLOWS - FROM THE INTERSECTION OF AZ HIGHWAY 79
 DU0520'AND PRICE ROAD TAKE PRICE ROAD EAST FOR 2.4 MILES TO A RAILROAD
 DU0520'CROSSING AND THE STATION ON THE LEFT.
 DU0520
 DU0520                          STATION RECOVERY (2008)
 DU0520
 DU0520'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0520'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0520'04.783' W111 20.797'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0513 ***********************************************************************
 DU0513  DESIGNATION -  RV 307
 DU0513  PID         -  DU0513
 DU0513  STATE/COUNTY-  AZ/PINAL
 DU0513  USGS QUAD   -  NORTH BUTTE (1978)
 DU0513
 DU0513                         *CURRENT SURVEY CONTROL
 DU0513  ___________________________________________________________________
 DU0513* NAD 83(1986)-  33 05 41.     (N)    111 13 42.     (W)     SCALED    
 DU0513* NAVD 88     -       483.50   (+/-2cm)    1586.3    (feet)  VERTCON   
 DU0513  ___________________________________________________________________
 DU0513  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DU0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0513
 DU0513.The horizontal coordinates were scaled from a topographic map and have
 DU0513.an estimated accuracy of +/- 6 seconds.
 DU0513
 DU0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0513.The vertical order pertains to the NGVD 29 superseded value.
 DU0513
 DU0513.The geoid height was determined by GEOID03.
 DU0513
 DU0513;                    North         East    Units  Estimated Accuracy
 DU0513;SPC AZ C     -   232,470.      277,610.      MT  (+/- 180 meters Scaled)
 DU0513
 DU0513                          SUPERSEDED SURVEY CONTROL
 DU0513
 DU0513  NGVD 29 (??/??/92)  482.925  (m)         1584.40   (f) ADJ UNCH    2 0
 DU0513
 DU0513.Superseded values are not recommended for survey control.
 DU0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0513.See file dsdata.txt to determine how the superseded data were derived.
 DU0513
 DU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB786618(NAD 83)
 DU0513_MARKER: R = RIVET
 DU0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0513_SP_SET: CULVERT
 DU0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0513+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2008
 DU0513
 DU0513  HISTORY     - Date     Condition        Report By
 DU0513  HISTORY     - UNK      MONUMENTED       SPRR
 DU0513  HISTORY     - 1934     GOOD             NGS
 DU0513  HISTORY     - 1966     GOOD             NGS
 DU0513  HISTORY     - 20080502 GOOD             GEOCAC
 DU0513
 DU0513                          STATION DESCRIPTION
 DU0513
 DU0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0513'0.4 MI E FROM PRICE.
 DU0513'0.4 MILE EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM PRICE, AT
 DU0513'CULVERT 969 C, IN THE TOP OF THE CONCRETE HEADWALL, AND 18 FEET NORTH
 DU0513'OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 DU0513
 DU0513                          STATION RECOVERY (1966)
 DU0513
 DU0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0513'RECOVERED IN GOOD CONDITION.
 DU0513
 DU0513                          STATION RECOVERY (2008)
 DU0513
 DU0513'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0513'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0513'THE DESCRIPTION - THE MARK IS 0.5 FEET WEST OF THE EAST EDGE OF THE
 DU0513'HEADWALL AND 0.5 FEET SOUTH OF THE NORTH EDGE OF THE HEADWALL.
 DU0513'HANDHELD COORDINATES
 DU0513'33 05 42.2 (N)   111 13 43.0 (W)  (NAD 83).
 DU0513' 
 DU0513'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF EAST PRICE
 DU0513'ROAD AND ARIZONA STATE ROUTE 79 TAKE EAST PRICE ROAD EAST FOR 10.5
 DU0513'MILES TO NORTH BOX CANYON ROAD. TURN RIGHT ON NORTH BOX CANYON ROAD
 DU0513'AND GO SOUTH FOR 0.1 MILES TO THE RAILROAD TRACK AND A OVERGROWN TRACK
 DU0513'ROAD TO THE LEFT. TURN LEFT AND TAKE THE TRACK ROAD 0.2 MILES TO THE
 DU0513'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0512 ***********************************************************************
 DU0512  DESIGNATION -  RV 308
 DU0512  PID         -  DU0512
 DU0512  STATE/COUNTY-  AZ/PINAL
 DU0512  USGS QUAD   -  NORTH BUTTE (1978)
 DU0512
 DU0512                         *CURRENT SURVEY CONTROL
 DU0512  ___________________________________________________________________
 DU0512* NAD 83(1986)-  33 05 47.     (N)    111 11 17.     (W)     SCALED    
 DU0512* NAVD 88     -       492.06   (+/-2cm)    1614.4    (feet)  VERTCON   
 DU0512  ___________________________________________________________________
 DU0512  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DU0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0512
 DU0512.The horizontal coordinates were scaled from a topographic map and have
 DU0512.an estimated accuracy of +/- 6 seconds.
 DU0512
 DU0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0512.The vertical order pertains to the NGVD 29 superseded value.
 DU0512
 DU0512.The geoid height was determined by GEOID03.
 DU0512
 DU0512;                    North         East    Units  Estimated Accuracy
 DU0512;SPC AZ C     -   232,680.      281,370.      MT  (+/- 180 meters Scaled)
 DU0512
 DU0512                          SUPERSEDED SURVEY CONTROL
 DU0512
 DU0512  NGVD 29 (??/??/92)  491.477  (m)         1612.45   (f) ADJ UNCH    2 0
 DU0512
 DU0512.Superseded values are not recommended for survey control.
 DU0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0512.See file dsdata.txt to determine how the superseded data were derived.
 DU0512
 DU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB824619(NAD 83)
 DU0512_MARKER: R = RIVET
 DU0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0512_SP_SET: BRIDGE
 DU0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0512
 DU0512  HISTORY     - Date     Condition        Report By
 DU0512  HISTORY     - UNK      MONUMENTED       SPRR
 DU0512  HISTORY     - 1934     GOOD             NGS
 DU0512
 DU0512                          STATION DESCRIPTION
 DU0512
 DU0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0512'3.0 MI W FROM COCHRAN.
 DU0512'3.0 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0512'3.1 MILES EAST OF PRICE, AT BRIDGE 972 A, IN THE TOP OF THE CONCRETE
 DU0512'PIER, AND 8 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 DU0512'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0511 ***********************************************************************
 DU0511  DESIGNATION -  RV 309
 DU0511  PID         -  DU0511
 DU0511  STATE/COUNTY-  AZ/PINAL
 DU0511  USGS QUAD   -  NORTH BUTTE (1978)
 DU0511
 DU0511                         *CURRENT SURVEY CONTROL
 DU0511  ___________________________________________________________________
 DU0511* NAD 83(1986)-  33 05 41.     (N)    111 10 54.     (W)     SCALED    
 DU0511* NAVD 88     -       495.77   (+/-2cm)    1626.5    (feet)  VERTCON   
 DU0511  ___________________________________________________________________
 DU0511  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DU0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0511
 DU0511.The horizontal coordinates were scaled from a topographic map and have
 DU0511.an estimated accuracy of +/- 6 seconds.
 DU0511
 DU0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0511.The vertical order pertains to the NGVD 29 superseded value.
 DU0511
 DU0511.The geoid height was determined by GEOID03.
 DU0511
 DU0511;                    North         East    Units  Estimated Accuracy
 DU0511;SPC AZ C     -   232,500.      281,970.      MT  (+/- 180 meters Scaled)
 DU0511
 DU0511                          SUPERSEDED SURVEY CONTROL
 DU0511
 DU0511  NGVD 29 (??/??/92)  495.186  (m)         1624.62   (f) ADJ UNCH    2 0
 DU0511
 DU0511.Superseded values are not recommended for survey control.
 DU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0511.See file dsdata.txt to determine how the superseded data were derived.
 DU0511
 DU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB830618(NAD 83)
 DU0511_MARKER: R = RIVET
 DU0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0511_SP_SET: BRIDGE
 DU0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0511
 DU0511  HISTORY     - Date     Condition        Report By
 DU0511  HISTORY     - UNK      MONUMENTED       SPRR
 DU0511  HISTORY     - 1934     GOOD             NGS
 DU0511
 DU0511                          STATION DESCRIPTION
 DU0511
 DU0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0511'2.7 MI W FROM COCHRAN.
 DU0511'2.7 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0511'300 FEET EAST OF THE EASTERN END OF A TUNNEL, AT BRIDGE 972 B, IN THE
 DU0511'TOP OF THE EAST CONCRETE PIER, AND 6 FEET NORTH OF THE CENTERLINE OF
 DU0511'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0823 ***********************************************************************
 DW0823  DESIGNATION -  RV 31
 DW0823  PID         -  DW0823
 DW0823  STATE/COUNTY-  AZ/LA PAZ
 DW0823  USGS QUAD   -  BOUSE (1990)
 DW0823
 DW0823                         *CURRENT SURVEY CONTROL
 DW0823  ___________________________________________________________________
 DW0823* NAD 83(1986)-  33 56 54.     (N)    114 00 57.     (W)     SCALED    
 DW0823* NAVD 88     -       278.92   (+/-2cm)     915.1    (feet)  VERTCON   
 DW0823  ___________________________________________________________________
 DW0823  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DW0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0823
 DW0823.The horizontal coordinates were scaled from a topographic map and have
 DW0823.an estimated accuracy of +/- 6 seconds.
 DW0823
 DW0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0823.The vertical order pertains to the NGVD 29 superseded value.
 DW0823
 DW0823.The geoid height was determined by GEOID03.
 DW0823
 DW0823;                    North         East    Units  Estimated Accuracy
 DW0823;SPC AZ W     -   326,970.      188,790.      MT  (+/- 180 meters Scaled)
 DW0823
 DW0823                          SUPERSEDED SURVEY CONTROL
 DW0823
 DW0823  NGVD 29 (??/??/??)  278.291  (m)          913.03   (f) ADJUSTED    2 0
 DW0823
 DW0823.Superseded values are not recommended for survey control.
 DW0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0823.See file dsdata.txt to determine how the superseded data were derived.
 DW0823
 DW0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT757604(NAD 83)
 DW0823_MARKER: R = RIVET
 DW0823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0823_SP_SET: RETAINING WALL
 DW0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0823
 DW0823  HISTORY     - Date     Condition        Report By
 DW0823  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0823  HISTORY     - 1935     GOOD             NGS
 DW0823
 DW0823                          STATION DESCRIPTION
 DW0823
 DW0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0823'1.1 MI NW FROM BOUSE.
 DW0823'ABOUT 1.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 DW0823'FE RAILWAY FROM THE STATION AT BOUSE, YUMA COUNTY, ABOUT 110
 DW0823'YARDS (10 RAILS) NORTHWEST OF MILEPOST 81, AT WOODEN BRIDGE 82 A,
 DW0823'IN THE TOP OF THE CONCRETE RETAINING WALL, 4.5 FEET SOUTHEAST
 DW0823'OF THE NORTHWEST END OF THE BRIDGE, 9 FEET NORTHEAST OF THE
 DW0823'CENTER LINE OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 DW0823'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0133 ***********************************************************************
 DU0133  DESIGNATION -  RV 31
 DU0133  PID         -  DU0133
 DU0133  STATE/COUNTY-  AZ/GRAHAM
 DU0133  USGS QUAD   -  SAN CARLOS (1979)
 DU0133
 DU0133                         *CURRENT SURVEY CONTROL
 DU0133  ___________________________________________________________________
 DU0133* NAD 83(1986)-  33 15 03.     (N)    110 26 05.     (W)     SCALED    
 DU0133* NAVD 88     -       780.030  (meters)    2559.15   (feet)  ADJUSTED  
 DU0133  ___________________________________________________________________
 DU0133  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DU0133  DYNAMIC HT  -         778.991 (meters)    2555.74  (feet)  COMP
 DU0133  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 DU0133
 DU0133  VERT ORDER  -  FIRST     CLASS II
 DU0133
 DU0133.The horizontal coordinates were scaled from a topographic map and have
 DU0133.an estimated accuracy of +/- 6 seconds.
 DU0133
 DU0133.The orthometric height was determined by differential leveling
 DU0133.and adjusted in June 1991.
 DU0133
 DU0133.The geoid height was determined by GEOID03.
 DU0133
 DU0133.The dynamic height is computed by dividing the NAVD 88
 DU0133.geopotential number by the normal gravity value computed on the
 DU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0133.degrees latitude (g = 980.6199 gals.).
 DU0133
 DU0133.The modeled gravity was interpolated from observed gravity values.
 DU0133
 DU0133;                    North         East    Units  Estimated Accuracy
 DU0133;SPC AZ E     -   249,600.      188,380.      MT  (+/- 180 meters Scaled)
 DU0133
 DU0133                          SUPERSEDED SURVEY CONTROL
 DU0133
 DU0133  NGVD 29 (??/??/92)  779.458  (m)         2557.27   (f) ADJ UNCH    1 2
 DU0133
 DU0133.Superseded values are not recommended for survey control.
 DU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0133.See file dsdata.txt to determine how the superseded data were derived.
 DU0133
 DU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB526792(NAD 83)
 DU0133_MARKER: R = RIVET
 DU0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0133_SP_SET: CULVERT
 DU0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0133
 DU0133  HISTORY     - Date     Condition        Report By
 DU0133  HISTORY     - UNK      MONUMENTED       SPRR
 DU0133  HISTORY     - 1933     GOOD             NGS
 DU0133
 DU0133                          STATION DESCRIPTION
 DU0133
 DU0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0133'7.5 MI S FROM SAN CARLOS.
 DU0133'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.46 MILES NORTHWEST OF MILEPOST
 DU0133'1193, 12 FEET NORTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT
 DU0133'MARKED 1193.46.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0508 ***********************************************************************
 DU0508  DESIGNATION -  RV 310
 DU0508  PID         -  DU0508
 DU0508  STATE/COUNTY-  AZ/PINAL
 DU0508  USGS QUAD   -  NORTH BUTTE (1978)
 DU0508
 DU0508                         *CURRENT SURVEY CONTROL
 DU0508  ___________________________________________________________________
 DU0508* NAD 83(1986)-  33 06 34.     (N)    111 09 00.     (W)     SCALED    
 DU0508* NAVD 88     -       500.98   (+/-2cm)    1643.6    (feet)  VERTCON   
 DU0508  ___________________________________________________________________
 DU0508  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DU0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0508
 DU0508.The horizontal coordinates were scaled from a topographic map and have
 DU0508.an estimated accuracy of +/- 6 seconds.
 DU0508
 DU0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0508.The vertical order pertains to the NGVD 29 superseded value.
 DU0508
 DU0508.The geoid height was determined by GEOID03.
 DU0508
 DU0508;                    North         East    Units  Estimated Accuracy
 DU0508;SPC AZ C     -   234,150.      284,910.      MT  (+/- 180 meters Scaled)
 DU0508
 DU0508                          SUPERSEDED SURVEY CONTROL
 DU0508
 DU0508  NGVD 29 (??/??/92)  500.372  (m)         1641.64   (f) ADJ UNCH    2 0
 DU0508
 DU0508.Superseded values are not recommended for survey control.
 DU0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0508.See file dsdata.txt to determine how the superseded data were derived.
 DU0508
 DU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB860634(NAD 83)
 DU0508_MARKER: R = RIVET
 DU0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0508_SP_SET: PIER
 DU0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0508
 DU0508  HISTORY     - Date     Condition        Report By
 DU0508  HISTORY     - UNK      MONUMENTED       SPRR
 DU0508  HISTORY     - 1934     GOOD             NGS
 DU0508
 DU0508                          STATION DESCRIPTION
 DU0508
 DU0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0508'IN COCHRAN.
 DU0508'AT COCHRAN, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 41
 DU0508'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF THE
 DU0508'CONCRETE PIER OF A WINDMILL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0506 ***********************************************************************
 DU0506  DESIGNATION -  RV 311
 DU0506  PID         -  DU0506
 DU0506  STATE/COUNTY-  AZ/PINAL
 DU0506  USGS QUAD   -  GRAYBACK (1964)
 DU0506
 DU0506                         *CURRENT SURVEY CONTROL
 DU0506  ___________________________________________________________________
 DU0506* NAD 83(1986)-  33 06 16.     (N)    111 06 39.     (W)     SCALED    
 DU0506* NAVD 88     -       512.88   (+/-2cm)    1682.7    (feet)  VERTCON   
 DU0506  ___________________________________________________________________
 DU0506  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DU0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0506
 DU0506.The horizontal coordinates were scaled from a topographic map and have
 DU0506.an estimated accuracy of +/- 6 seconds.
 DU0506
 DU0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0506.The vertical order pertains to the NGVD 29 superseded value.
 DU0506
 DU0506.The geoid height was determined by GEOID03.
 DU0506
 DU0506;                    North         East    Units  Estimated Accuracy
 DU0506;SPC AZ C     -   233,620.      288,570.      MT  (+/- 180 meters Scaled)
 DU0506
 DU0506                          SUPERSEDED SURVEY CONTROL
 DU0506
 DU0506  NGVD 29 (??/??/92)  512.267  (m)         1680.66   (f) ADJ UNCH    2 0
 DU0506
 DU0506.Superseded values are not recommended for survey control.
 DU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0506.See file dsdata.txt to determine how the superseded data were derived.
 DU0506
 DU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB896628(NAD 83)
 DU0506_MARKER: R = RIVET
 DU0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0506_SP_SET: CULVERT
 DU0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0506
 DU0506  HISTORY     - Date     Condition        Report By
 DU0506  HISTORY     - UNK      MONUMENTED       SPRR
 DU0506  HISTORY     - 1934     GOOD             NGS
 DU0506
 DU0506                          STATION DESCRIPTION
 DU0506
 DU0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0506'2.6 MI E FROM COCHRAN.
 DU0506'2.6 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0506'PINAL COUNTY, AT CULVERT 977 G, IN THE TOP OF THE CONCRETE HEADWALL
 DU0506'AND 15 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 DU0506'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0505 ***********************************************************************
 DU0505  DESIGNATION -  RV 312
 DU0505  PID         -  DU0505
 DU0505  STATE/COUNTY-  AZ/PINAL
 DU0505  USGS QUAD   -  GRAYBACK (1964)
 DU0505
 DU0505                         *CURRENT SURVEY CONTROL
 DU0505  ___________________________________________________________________
 DU0505* NAD 83(1986)-  33 06 41.     (N)    111 05 40.     (W)     SCALED    
 DU0505* NAVD 88     -       517.39   (+/-2cm)    1697.5    (feet)  VERTCON   
 DU0505  ___________________________________________________________________
 DU0505  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DU0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0505
 DU0505.The horizontal coordinates were scaled from a topographic map and have
 DU0505.an estimated accuracy of +/- 6 seconds.
 DU0505
 DU0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0505.The vertical order pertains to the NGVD 29 superseded value.
 DU0505
 DU0505.The geoid height was determined by GEOID03.
 DU0505
 DU0505;                    North         East    Units  Estimated Accuracy
 DU0505;SPC AZ C     -   234,410.      290,100.      MT  (+/- 180 meters Scaled)
 DU0505
 DU0505                          SUPERSEDED SURVEY CONTROL
 DU0505
 DU0505  NGVD 29 (??/??/92)  516.774  (m)         1695.45   (f) ADJ UNCH    2 0
 DU0505
 DU0505.Superseded values are not recommended for survey control.
 DU0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0505.See file dsdata.txt to determine how the superseded data were derived.
 DU0505
 DU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB911636(NAD 83)
 DU0505_MARKER: R = RIVET
 DU0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0505_SP_SET: PIER
 DU0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0505
 DU0505  HISTORY     - Date     Condition        Report By
 DU0505  HISTORY     - UNK      MONUMENTED       SPRR
 DU0505  HISTORY     - 1934     GOOD             NGS
 DU0505
 DU0505                          STATION DESCRIPTION
 DU0505
 DU0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0505'3.7 MI E FROM COCHRAN.
 DU0505'3.7 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0505'AT BRIDGE 978 E, IN THE TOP OF THE CONCRETE PIER, AND 8 FEET NORTH OF
 DU0505'THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0503 ***********************************************************************
 DU0503  DESIGNATION -  RV 313
 DU0503  PID         -  DU0503
 DU0503  STATE/COUNTY-  AZ/PINAL
 DU0503  USGS QUAD   -  GRAYBACK (1964)
 DU0503
 DU0503                         *CURRENT SURVEY CONTROL
 DU0503  ___________________________________________________________________
 DU0503* NAD 83(1986)-  33 06 53.     (N)    111 04 05.     (W)     SCALED    
 DU0503* NAVD 88     -       520.58   (+/-2cm)    1707.9    (feet)  VERTCON   
 DU0503  ___________________________________________________________________
 DU0503  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DU0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0503
 DU0503.The horizontal coordinates were scaled from a topographic map and have
 DU0503.an estimated accuracy of +/- 6 seconds.
 DU0503
 DU0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0503.The vertical order pertains to the NGVD 29 superseded value.
 DU0503
 DU0503.The geoid height was determined by GEOID03.
 DU0503
 DU0503;                    North         East    Units  Estimated Accuracy
 DU0503;SPC AZ C     -   234,790.      292,560.      MT  (+/- 180 meters Scaled)
 DU0503
 DU0503                          SUPERSEDED SURVEY CONTROL
 DU0503
 DU0503  NGVD 29 (??/??/92)  519.948  (m)         1705.86   (f) ADJ UNCH    2 0
 DU0503
 DU0503.Superseded values are not recommended for survey control.
 DU0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0503.See file dsdata.txt to determine how the superseded data were derived.
 DU0503
 DU0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB936640(NAD 83)
 DU0503_MARKER: R = RIVET
 DU0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0503_SP_SET: PIER
 DU0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0503
 DU0503  HISTORY     - Date     Condition        Report By
 DU0503  HISTORY     - UNK      MONUMENTED       SPRR
 DU0503  HISTORY     - 1934     GOOD             NGS
 DU0503
 DU0503                          STATION DESCRIPTION
 DU0503
 DU0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0503'5.2 MI E FROM COCHRAN.
 DU0503'5.2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COCHRAN,
 DU0503'PINAL COUNTY, AT BRIDGE 980 C, IN THE TOP OF THE CONCRETE PIER AT THE
 DU0503'EAST END, AND 8 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DU0503'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0501 ***********************************************************************
 DU0501  DESIGNATION -  RV 314
 DU0501  PID         -  DU0501
 DU0501  STATE/COUNTY-  AZ/PINAL
 DU0501  USGS QUAD   -  GRAYBACK (1964)
 DU0501
 DU0501                         *CURRENT SURVEY CONTROL
 DU0501  ___________________________________________________________________
 DU0501* NAD 83(1986)-  33 06 22.     (N)    111 01 44.     (W)     SCALED    
 DU0501* NAVD 88     -       528.25   (+/-2cm)    1733.1    (feet)  VERTCON   
 DU0501  ___________________________________________________________________
 DU0501  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DU0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0501
 DU0501.The horizontal coordinates were scaled from a topographic map and have
 DU0501.an estimated accuracy of +/- 6 seconds.
 DU0501
 DU0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0501.The vertical order pertains to the NGVD 29 superseded value.
 DU0501
 DU0501.The geoid height was determined by GEOID03.
 DU0501
 DU0501;                    North         East    Units  Estimated Accuracy
 DU0501;SPC AZ C     -   233,870.      296,220.      MT  (+/- 180 meters Scaled)
 DU0501
 DU0501                          SUPERSEDED SURVEY CONTROL
 DU0501
 DU0501  NGVD 29 (??/??/92)  527.621  (m)         1731.04   (f) ADJ UNCH    2 0
 DU0501
 DU0501.Superseded values are not recommended for survey control.
 DU0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0501.See file dsdata.txt to determine how the superseded data were derived.
 DU0501
 DU0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB973630(NAD 83)
 DU0501_MARKER: R = RIVET
 DU0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0501_SP_SET: CULVERT
 DU0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0501
 DU0501  HISTORY     - Date     Condition        Report By
 DU0501  HISTORY     - UNK      MONUMENTED       SPRR
 DU0501  HISTORY     - 1934     GOOD             NGS
 DU0501
 DU0501                          STATION DESCRIPTION
 DU0501
 DU0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0501'4.6 MI W FROM RAY JUNCTION.
 DU0501'4.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM RAY
 DU0501'JUNCTION, AT WOODEN BOX CULVERT 983 A, IN THE TOP OF THE CONCRETE WING
 DU0501'WALL, AND 24 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DU0501'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0498 ***********************************************************************
 DU0498  DESIGNATION -  RV 315
 DU0498  PID         -  DU0498
 DU0498  STATE/COUNTY-  AZ/PINAL
 DU0498  USGS QUAD   -  GRAYBACK (1964)
 DU0498
 DU0498                         *CURRENT SURVEY CONTROL
 DU0498  ___________________________________________________________________
 DU0498* NAD 83(1986)-  33 06 10.     (N)    111 00 20.     (W)     SCALED    
 DU0498* NAVD 88     -       535.82   (+/-2cm)    1757.9    (feet)  VERTCON   
 DU0498  ___________________________________________________________________
 DU0498  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DU0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0498
 DU0498.The horizontal coordinates were scaled from a topographic map and have
 DU0498.an estimated accuracy of +/- 6 seconds.
 DU0498
 DU0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0498.The vertical order pertains to the NGVD 29 superseded value.
 DU0498
 DU0498.The geoid height was determined by GEOID03.
 DU0498
 DU0498;                    North         East    Units  Estimated Accuracy
 DU0498;SPC AZ C     -   233,520.      298,400.      MT  (+/- 180 meters Scaled)
 DU0498
 DU0498                          SUPERSEDED SURVEY CONTROL
 DU0498
 DU0498  NGVD 29 (??/??/92)  535.190  (m)         1755.87   (f) ADJ UNCH    2 0
 DU0498
 DU0498.Superseded values are not recommended for survey control.
 DU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0498.See file dsdata.txt to determine how the superseded data were derived.
 DU0498
 DU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB994626(NAD 83)
 DU0498_MARKER: R = RIVET
 DU0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0498_SP_SET: BRIDGE
 DU0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0498
 DU0498  HISTORY     - Date     Condition        Report By
 DU0498  HISTORY     - UNK      MONUMENTED       SPRR
 DU0498  HISTORY     - 1941     MARK NOT FOUND   NGS
 DU0498
 DU0498                          STATION DESCRIPTION
 DU0498
 DU0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DU0498'2.4 MI W FROM RAY JUNCTION.
 DU0498'2.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM RAY
 DU0498'JUNCTION, AT STEEL BRIDGE 985 A, IN THE TOP OF THE CONCRETE PIER, AND
 DU0498'5 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 DU0498'RIVET.  NOTE-- IT WAS REPORTED AT THAT TIME THAT THE TRACK HAS BEEN
 DU0498'RAISED WITH A 3-INCH PLANK ON TOP OF THE ABUTMENTS.  AND IT IS SAFE TO
 DU0498'ASSUME THAT THE RIVET IS COVERED BY THIS PLANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0301 ***********************************************************************
 DU0301  DESIGNATION -  RV 316
 DU0301  PID         -  DU0301
 DU0301  STATE/COUNTY-  AZ/PINAL
 DU0301  USGS QUAD   -  KEARNY (1964)
 DU0301
 DU0301                         *CURRENT SURVEY CONTROL
 DU0301  ___________________________________________________________________
 DU0301* NAD 83(1986)-  33 06 21.     (N)    110 57 54.     (W)     SCALED    
 DU0301* NAVD 88     -       543.82   (+/-2cm)    1784.2    (feet)  VERTCON   
 DU0301  ___________________________________________________________________
 DU0301  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DU0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0301
 DU0301.The horizontal coordinates were scaled from a topographic map and have
 DU0301.an estimated accuracy of +/- 6 seconds.
 DU0301
 DU0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0301.The vertical order pertains to the NGVD 29 superseded value.
 DU0301
 DU0301.The geoid height was determined by GEOID03.
 DU0301
 DU0301;                    North         East    Units  Estimated Accuracy
 DU0301;SPC AZ C     -   233,890.      302,180.      MT  (+/- 180 meters Scaled)
 DU0301
 DU0301                          SUPERSEDED SURVEY CONTROL
 DU0301
 DU0301  NGVD 29 (??/??/92)  543.196  (m)         1782.14   (f) ADJ UNCH    2 0
 DU0301
 DU0301.Superseded values are not recommended for survey control.
 DU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0301.See file dsdata.txt to determine how the superseded data were derived.
 DU0301
 DU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB032630(NAD 83)
 DU0301_MARKER: R = RIVET
 DU0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0301_SP_SET: PIER
 DU0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0301
 DU0301  HISTORY     - Date     Condition        Report By
 DU0301  HISTORY     - UNK      MONUMENTED       SPRR
 DU0301  HISTORY     - 1934     GOOD             NGS
 DU0301  HISTORY     - 1941     MARK NOT FOUND   NGS
 DU0301
 DU0301                          STATION DESCRIPTION
 DU0301
 DU0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0301'IN RAY JUNCTION.
 DU0301'2.4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD RAY JUNCTION,
 DU0301'AT STEEL BRIDGE 985 A, IN THE TOP OF THE CONCRETE PIER, AND 5 FEET
 DU0301'NORTH OF THE CENTER LINE OF THE TRACK.
 DU0301
 DU0301                          STATION RECOVERY (1941)
 DU0301
 DU0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DU0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0295 ***********************************************************************
 DU0295  DESIGNATION -  RV 317
 DU0295  PID         -  DU0295
 DU0295  STATE/COUNTY-  AZ/PINAL
 DU0295  USGS QUAD   -  HAYDEN (1964)
 DU0295
 DU0295                         *CURRENT SURVEY CONTROL
 DU0295  ___________________________________________________________________
 DU0295* NAD 83(1986)-  33 00 44.     (N)    110 50 06.     (W)     SCALED    
 DU0295* NAVD 88     -       575.66   (+/-2cm)    1888.6    (feet)  VERTCON   
 DU0295  ___________________________________________________________________
 DU0295  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DU0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0295
 DU0295.The horizontal coordinates were scaled from a topographic map and have
 DU0295.an estimated accuracy of +/- 6 seconds.
 DU0295
 DU0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0295.The vertical order pertains to the NGVD 29 superseded value.
 DU0295
 DU0295.The geoid height was determined by GEOID03.
 DU0295
 DU0295;                    North         East    Units  Estimated Accuracy
 DU0295;SPC AZ C     -   223,630.      314,420.      MT  (+/- 180 meters Scaled)
 DU0295
 DU0295                          SUPERSEDED SURVEY CONTROL
 DU0295
 DU0295  NGVD 29 (??/??/92)  575.046  (m)         1886.63   (f) ADJ UNCH    2 0
 DU0295
 DU0295.Superseded values are not recommended for survey control.
 DU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0295.See file dsdata.txt to determine how the superseded data were derived.
 DU0295
 DU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB154526(NAD 83)
 DU0295_MARKER: R = RIVET
 DU0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0295_SP_SET: PIER
 DU0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0295
 DU0295  HISTORY     - Date     Condition        Report By
 DU0295  HISTORY     - UNK      MONUMENTED       SPRR
 DU0295  HISTORY     - 1934     GOOD             NGS
 DU0295
 DU0295                          STATION DESCRIPTION
 DU0295
 DU0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0295'3.8 MI SE FROM BRANAMAN.
 DU0295'3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DU0295'BRANAMAN, AT BRIDGE 998 F, IN THE TOP OF THE CONCRETE PIER, AND 9 FEET
 DU0295'EAST OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0293 ***********************************************************************
 DU0293  DESIGNATION -  RV 318
 DU0293  PID         -  DU0293
 DU0293  STATE/COUNTY-  AZ/PINAL
 DU0293  USGS QUAD   -  HAYDEN (1964)
 DU0293
 DU0293                         *CURRENT SURVEY CONTROL
 DU0293  ___________________________________________________________________
 DU0293* NAD 83(1986)-  33 00 36.     (N)    110 49 04.     (W)     SCALED    
 DU0293* NAVD 88     -       578.50   (+/-2cm)    1898.0    (feet)  VERTCON   
 DU0293  ___________________________________________________________________
 DU0293  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DU0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0293
 DU0293.The horizontal coordinates were scaled from a topographic map and have
 DU0293.an estimated accuracy of +/- 6 seconds.
 DU0293
 DU0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0293.The vertical order pertains to the NGVD 29 superseded value.
 DU0293
 DU0293.The geoid height was determined by GEOID03.
 DU0293
 DU0293;                    North         East    Units  Estimated Accuracy
 DU0293;SPC AZ C     -   223,400.      316,040.      MT  (+/- 180 meters Scaled)
 DU0293
 DU0293                          SUPERSEDED SURVEY CONTROL
 DU0293
 DU0293  NGVD 29 (??/??/92)  577.900  (m)         1895.99   (f) ADJ UNCH    2 0
 DU0293
 DU0293.Superseded values are not recommended for survey control.
 DU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0293.See file dsdata.txt to determine how the superseded data were derived.
 DU0293
 DU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB170524(NAD 83)
 DU0293_MARKER: R = RIVET
 DU0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0293_SP_SET: CONCRETE BASE
 DU0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0293
 DU0293  HISTORY     - Date     Condition        Report By
 DU0293  HISTORY     - UNK      MONUMENTED       SPRR
 DU0293  HISTORY     - 1934     GOOD             NGS
 DU0293
 DU0293                          STATION DESCRIPTION
 DU0293
 DU0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0293'3.5 MI NW FROM WINKELMAN.
 DU0293'3.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DU0293'WINKELMAN, 1/8 MILE WEST OF THE YARD OFFICE AT HAYDEN JUNCTION, IN THE
 DU0293'TOP OF THE CONCRETE BASE OF A WATER COLUMN AND 7 FEET NORTH OF THE
 DU0293'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0820 ***********************************************************************
 DW0820  DESIGNATION -  RV 32
 DW0820  PID         -  DW0820
 DW0820  STATE/COUNTY-  AZ/LA PAZ
 DW0820  USGS QUAD   -  BOUSE (1990)
 DW0820
 DW0820                         *CURRENT SURVEY CONTROL
 DW0820  ___________________________________________________________________
 DW0820* NAD 83(1986)-  33 56 04.     (N)    114 00 12.     (W)     SCALED    
 DW0820* NAVD 88     -       289.28   (+/-2cm)     949.1    (feet)  VERTCON   
 DW0820  ___________________________________________________________________
 DW0820  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DW0820  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0820
 DW0820.The horizontal coordinates were scaled from a topographic map and have
 DW0820.an estimated accuracy of +/- 6 seconds.
 DW0820
 DW0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0820.The vertical order pertains to the NGVD 29 superseded value.
 DW0820
 DW0820.The geoid height was determined by GEOID03.
 DW0820
 DW0820;                    North         East    Units  Estimated Accuracy
 DW0820;SPC AZ W     -   325,420.      189,940.      MT  (+/- 180 meters Scaled)
 DW0820
 DW0820                          SUPERSEDED SURVEY CONTROL
 DW0820
 DW0820  NGVD 29 (??/??/??)  288.656  (m)          947.03   (f) ADJUSTED    1 2
 DW0820
 DW0820.Superseded values are not recommended for survey control.
 DW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0820.See file dsdata.txt to determine how the superseded data were derived.
 DW0820
 DW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT769589(NAD 83)
 DW0820_MARKER: R = RIVET
 DW0820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0820_SP_SET: FOUNDATION
 DW0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0820
 DW0820  HISTORY     - Date     Condition        Report By
 DW0820  HISTORY     - UNK      MONUMENTED       ATSFRR
 DW0820  HISTORY     - 1935     GOOD             NGS
 DW0820  HISTORY     - 1948     GOOD             NGS
 DW0820
 DW0820                          STATION DESCRIPTION
 DW0820
 DW0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0820'AT BOUSE.
 DW0820'AT BOUSE, YUMA COUNTY, ABOUT 86 YARDS (12 RAILS) SOUTHEAST OF
 DW0820'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION WINDOW, IN THE
 DW0820'TOP OF THE CONCRETE FOUNDATION OF A SHELL OIL CO. STORAGE
 DW0820'TANK, AND 25 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.
 DW0820'A STANDARD MONEL-METAL RIVET.
 DW0820
 DW0820                          STATION RECOVERY (1948)
 DW0820
 DW0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DW0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0136 ***********************************************************************
 DU0136  DESIGNATION -  RV 32
 DU0136  PID         -  DU0136
 DU0136  STATE/COUNTY-  AZ/GILA
 DU0136  USGS QUAD   -  SAN CARLOS (1979)
 DU0136
 DU0136                         *CURRENT SURVEY CONTROL
 DU0136  ___________________________________________________________________
 DU0136* NAD 83(1986)-  33 17 05.     (N)    110 27 30.     (W)     SCALED    
 DU0136* NAVD 88     -       779.923  (meters)    2558.80   (feet)  ADJUSTED  
 DU0136  ___________________________________________________________________
 DU0136  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DU0136  DYNAMIC HT  -         778.887 (meters)    2555.40  (feet)  COMP
 DU0136  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 DU0136
 DU0136  VERT ORDER  -  FIRST     CLASS II
 DU0136
 DU0136.The horizontal coordinates were scaled from a topographic map and have
 DU0136.an estimated accuracy of +/- 6 seconds.
 DU0136
 DU0136.The orthometric height was determined by differential leveling
 DU0136.and adjusted in June 1991.
 DU0136
 DU0136.The geoid height was determined by GEOID03.
 DU0136
 DU0136.The dynamic height is computed by dividing the NAVD 88
 DU0136.geopotential number by the normal gravity value computed on the
 DU0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0136.degrees latitude (g = 980.6199 gals.).
 DU0136
 DU0136.The modeled gravity was interpolated from observed gravity values.
 DU0136
 DU0136;                    North         East    Units  Estimated Accuracy
 DU0136;SPC AZ E     -   253,360.      186,190.      MT  (+/- 180 meters Scaled)
 DU0136
 DU0136                          SUPERSEDED SURVEY CONTROL
 DU0136
 DU0136  NGVD 29 (??/??/92)  779.353  (m)         2556.93   (f) ADJ UNCH    1 2
 DU0136
 DU0136.Superseded values are not recommended for survey control.
 DU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0136.See file dsdata.txt to determine how the superseded data were derived.
 DU0136
 DU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB504829(NAD 83)
 DU0136_MARKER: R = RIVET
 DU0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0136_SP_SET: CULVERT
 DU0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0136
 DU0136  HISTORY     - Date     Condition        Report By
 DU0136  HISTORY     - UNK      MONUMENTED       SPRR
 DU0136  HISTORY     - 1933     GOOD             NGS
 DU0136
 DU0136                          STATION DESCRIPTION
 DU0136
 DU0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0136'4.5 MI S FROM SAN CARLOS.
 DU0136'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.48 MILES NORTHWEST OF MILEPOST
 DU0136'1196, 12 FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT
 DU0136'MARKED 1196.48.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0666 ***********************************************************************
 DU0666  DESIGNATION -  RV 320
 DU0666  PID         -  DU0666
 DU0666  STATE/COUNTY-  AZ/PINAL
 DU0666  USGS QUAD   -  BLACKWATER (1981)
 DU0666
 DU0666                         *CURRENT SURVEY CONTROL
 DU0666  ___________________________________________________________________
 DU0666* NAD 83(1986)-  33 00 22.     (N)    111 31 12.     (W)     SCALED    
 DU0666* NAVD 88     -       430.96   (+/-2cm)    1413.9    (feet)  VERTCON   
 DU0666  ___________________________________________________________________
 DU0666  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DU0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0666
 DU0666.The horizontal coordinates were scaled from a topographic map and have
 DU0666.an estimated accuracy of +/- 6 seconds.
 DU0666
 DU0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0666.The vertical order pertains to the NGVD 29 superseded value.
 DU0666
 DU0666.The geoid height was determined by GEOID03.
 DU0666
 DU0666;                    North         East    Units  Estimated Accuracy
 DU0666;SPC AZ C     -   222,500.      250,420.      MT  (+/- 180 meters Scaled)
 DU0666
 DU0666                          SUPERSEDED SURVEY CONTROL
 DU0666
 DU0666  NGVD 29 (??/??/92)  430.453  (m)         1412.24   (f) ADJ UNCH    2 0
 DU0666
 DU0666.Superseded values are not recommended for survey control.
 DU0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0666.See file dsdata.txt to determine how the superseded data were derived.
 DU0666
 DU0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514520(NAD 83)
 DU0666_MARKER: R = RIVET
 DU0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0666_SP_SET: CULVERT
 DU0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0666+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 DU0666
 DU0666  HISTORY     - Date     Condition        Report By
 DU0666  HISTORY     - UNK      MONUMENTED       SPRR
 DU0666  HISTORY     - 1934     GOOD             NGS
 DU0666  HISTORY     - 1977     GOOD             USGS
 DU0666  HISTORY     - 20070401 GOOD             GEOCAC
 DU0666
 DU0666                          STATION DESCRIPTION
 DU0666
 DU0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0666'2.9 MI N FROM COOLIDGE.
 DU0666'2.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 DU0666'PINAL COUNTY, AT CULVERT 960 B, IN THE TOP OF THE CONCRETE HEADWALL,
 DU0666'AND 11 FEET WEST OF THE CENTERLINE OF THE TRACK.
 DU0666
 DU0666                          STATION RECOVERY (1977)
 DU0666
 DU0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0666'COOLIDGE, 1.85 MI N. OF RR. STATION SITE AT, ALONG SOUTHERN PACIFIC
 DU0666'RR. AT TRANSMISSION LINE CROSSING. 100 YD S. OF MILEPOST 960, 10 FT
 DU0666'W. OF WEST RAIL. IN TOP OF NORTH END OF WEST HEADWALL OF 3 FT
 DU0666'DIAMETER CONCRETE CULVERT. RUSTY IRON RIVET RV 320 (S.P.CO.).
 DU0666
 DU0666                          STATION RECOVERY (2007)
 DU0666
 DU0666'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1088 ***********************************************************************
 CZ1088  DESIGNATION -  RV 321
 CZ1088  PID         -  CZ1088
 CZ1088  STATE/COUNTY-  AZ/PINAL
 CZ1088  USGS QUAD   -  COOLIDGE (1992)
 CZ1088
 CZ1088                         *CURRENT SURVEY CONTROL
 CZ1088  ___________________________________________________________________
 CZ1088* NAD 83(1986)-  32 58 19.     (N)    111 30 51.     (W)     SCALED    
 CZ1088* NAVD 88     -       435.33   (+/-2cm)    1428.2    (feet)  VERTCON   
 CZ1088  ___________________________________________________________________
 CZ1088  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ1088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1088
 CZ1088.The horizontal coordinates were scaled from a topographic map and have
 CZ1088.an estimated accuracy of +/- 6 seconds.
 CZ1088
 CZ1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1088.The vertical order pertains to the NGVD 29 superseded value.
 CZ1088
 CZ1088.The geoid height was determined by GEOID03.
 CZ1088
 CZ1088;                    North         East    Units  Estimated Accuracy
 CZ1088;SPC AZ C     -   218,710.      250,980.      MT  (+/- 180 meters Scaled)
 CZ1088
 CZ1088                          SUPERSEDED SURVEY CONTROL
 CZ1088
 CZ1088  NGVD 29 (??/??/92)  434.845  (m)         1426.65   (f) ADJ UNCH    2 0
 CZ1088
 CZ1088.Superseded values are not recommended for survey control.
 CZ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1088.See file dsdata.txt to determine how the superseded data were derived.
 CZ1088
 CZ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB519482(NAD 83)
 CZ1088_MARKER: R = RIVET
 CZ1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1088_SP_SET: CULVERT
 CZ1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1088+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2007
 CZ1088
 CZ1088  HISTORY     - Date     Condition        Report By
 CZ1088  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1088  HISTORY     - 1945     GOOD             NGS
 CZ1088  HISTORY     - 1977     GOOD             USGS
 CZ1088  HISTORY     - 20070106 GOOD             GEOCAC
 CZ1088
 CZ1088                          STATION DESCRIPTION
 CZ1088
 CZ1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CZ1088'IN COOLIDGE.
 CZ1088'AT COOLIDGE, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 0.6
 CZ1088'MILE SOUTH OF THE STATION, 0.1 MILE SOUTH OF SIGNAL 9622 AND A ROAD
 CZ1088'CROSSING, AT A CULVERT, IN THE TOP OF THE NORTH END OF THE CONCRETE
 CZ1088'HEAD WALL, AND 12 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 CZ1088'STANDARD MONEL-METAL RIVET.
 CZ1088
 CZ1088                          STATION RECOVERY (1977)
 CZ1088
 CZ1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1088'COOLIDGE, 0.7 MI S. OF RR. STATION SITE AT, ALONG SOUTHERN PACIFIC
 CZ1088'RR. AT PRIVATE RD. CROSSING. 25 FT S. OF CENTERLINE OF RD., 9 FT W.
 CZ1088'OF WEST RAIL. SET IN TOP OF NORTH END OF WEST HEADWALL OF 2 FT
 CZ1088'DIAMETER CONCRETE CULVERT PAINTED 962.88. TOP OF RUSTY IRON RIVET.
 CZ1088
 CZ1088                          STATION RECOVERY (2007)
 CZ1088
 CZ1088'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1088'RECOVERED AS DESCRIBED IN 1977, 'A RUSTY IRON RIVET', NOT MONEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1089 ***********************************************************************
 CZ1089  DESIGNATION -  RV 322
 CZ1089  PID         -  CZ1089
 CZ1089  STATE/COUNTY-  AZ/PINAL
 CZ1089  USGS QUAD   -  COOLIDGE (1992)
 CZ1089
 CZ1089                         *CURRENT SURVEY CONTROL
 CZ1089  ___________________________________________________________________
 CZ1089* NAD 83(1986)-  32 56 40.     (N)    111 30 36.     (W)     SCALED    
 CZ1089* NAVD 88     -       436.51   (+/-2cm)    1432.1    (feet)  VERTCON   
 CZ1089  ___________________________________________________________________
 CZ1089  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1089
 CZ1089.The horizontal coordinates were scaled from a topographic map and have
 CZ1089.an estimated accuracy of +/- 6 seconds.
 CZ1089
 CZ1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1089.The vertical order pertains to the NGVD 29 superseded value.
 CZ1089
 CZ1089.The geoid height was determined by GEOID03.
 CZ1089
 CZ1089;                    North         East    Units  Estimated Accuracy
 CZ1089;SPC AZ C     -   215,660.      251,380.      MT  (+/- 180 meters Scaled)
 CZ1089
 CZ1089                          SUPERSEDED SURVEY CONTROL
 CZ1089
 CZ1089  NGVD 29 (??/??/92)  436.046  (m)         1430.59   (f) ADJ UNCH    2 0
 CZ1089
 CZ1089.Superseded values are not recommended for survey control.
 CZ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1089.See file dsdata.txt to determine how the superseded data were derived.
 CZ1089
 CZ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB523452(NAD 83)
 CZ1089_MARKER: R = RIVET
 CZ1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1089_SP_SET: CULVERT
 CZ1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1089+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1089
 CZ1089  HISTORY     - Date     Condition        Report By
 CZ1089  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1089  HISTORY     - 1949     GOOD             NGS
 CZ1089  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1089
 CZ1089                          STATION DESCRIPTION
 CZ1089
 CZ1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ1089'2.4 MI S FROM COOLIDGE.
 CZ1089'2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 CZ1089'PINAL COUNTY, AT CULVERT 964 C, IN THE TOP OF THE CONCRETE HEAD WALL,
 CZ1089'AND 11 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 CZ1089'MONEL-METAL RIVET.
 CZ1089
 CZ1089                          STATION RECOVERY (2007)
 CZ1089
 CZ1089'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1093 ***********************************************************************
 CZ1093  DESIGNATION -  RV 324
 CZ1093  PID         -  CZ1093
 CZ1093  STATE/COUNTY-  AZ/PINAL
 CZ1093  USGS QUAD   -  COOLIDGE (1992)
 CZ1093
 CZ1093                         *CURRENT SURVEY CONTROL
 CZ1093  ___________________________________________________________________
 CZ1093* NAD 83(1986)-  32 54 08.     (N)    111 30 37.     (W)     SCALED    
 CZ1093* NAVD 88     -       443.53   (+/-2cm)    1455.1    (feet)  VERTCON   
 CZ1093  ___________________________________________________________________
 CZ1093  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ1093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1093
 CZ1093.The horizontal coordinates were scaled from a topographic map and have
 CZ1093.an estimated accuracy of +/- 6 seconds.
 CZ1093
 CZ1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1093.The vertical order pertains to the NGVD 29 superseded value.
 CZ1093
 CZ1093.The geoid height was determined by GEOID03.
 CZ1093
 CZ1093;                    North         East    Units  Estimated Accuracy
 CZ1093;SPC AZ C     -   210,980.      251,380.      MT  (+/- 180 meters Scaled)
 CZ1093
 CZ1093                          SUPERSEDED SURVEY CONTROL
 CZ1093
 CZ1093  NGVD 29 (??/??/92)  443.055  (m)         1453.59   (f) ADJ UNCH    2 0
 CZ1093
 CZ1093.Superseded values are not recommended for survey control.
 CZ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1093.See file dsdata.txt to determine how the superseded data were derived.
 CZ1093
 CZ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522405(NAD 83)
 CZ1093_MARKER: R = RIVET
 CZ1093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1093_SP_SET: CULVERT
 CZ1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1093+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1093
 CZ1093  HISTORY     - Date     Condition        Report By
 CZ1093  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1093  HISTORY     - 1949     GOOD             NGS
 CZ1093  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1093
 CZ1093                          STATION DESCRIPTION
 CZ1093
 CZ1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ1093'5.4 MI S FROM COOLIDGE.
 CZ1093'5.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 CZ1093'PINAL COUNTY, AT CULVERT 967 B, IN THE TOP OF THE CONCRETE HEAD WALL,
 CZ1093'AND 11 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 CZ1093'MONEL-METAL RIVET.
 CZ1093
 CZ1093                          STATION RECOVERY (2007)
 CZ1093
 CZ1093'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1095 ***********************************************************************
 CZ1095  DESIGNATION -  RV 325
 CZ1095  PID         -  CZ1095
 CZ1095  STATE/COUNTY-  AZ/PINAL
 CZ1095  USGS QUAD   -  COOLIDGE (1992)
 CZ1095
 CZ1095                         *CURRENT SURVEY CONTROL
 CZ1095  ___________________________________________________________________
 CZ1095* NAD 83(1986)-  32 52 59.     (N)    111 30 37.     (W)     SCALED    
 CZ1095* NAVD 88     -       446.86   (+/-2cm)    1466.1    (feet)  VERTCON   
 CZ1095  ___________________________________________________________________
 CZ1095  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ1095  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1095
 CZ1095.The horizontal coordinates were scaled from a topographic map and have
 CZ1095.an estimated accuracy of +/- 6 seconds.
 CZ1095
 CZ1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1095.The vertical order pertains to the NGVD 29 superseded value.
 CZ1095
 CZ1095.The geoid height was determined by GEOID03.
 CZ1095
 CZ1095;                    North         East    Units  Estimated Accuracy
 CZ1095;SPC AZ C     -   208,860.      251,390.      MT  (+/- 180 meters Scaled)
 CZ1095
 CZ1095                          SUPERSEDED SURVEY CONTROL
 CZ1095
 CZ1095  NGVD 29 (??/??/92)  446.380  (m)         1464.50   (f) ADJ UNCH    1 2
 CZ1095
 CZ1095.Superseded values are not recommended for survey control.
 CZ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1095.See file dsdata.txt to determine how the superseded data were derived.
 CZ1095
 CZ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522384(NAD 83)
 CZ1095_MARKER: R = RIVET
 CZ1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1095_SP_SET: CULVERT
 CZ1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1095+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1095
 CZ1095  HISTORY     - Date     Condition        Report By
 CZ1095  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1095  HISTORY     - 1949     GOOD             NGS
 CZ1095  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1095
 CZ1095                          STATION DESCRIPTION
 CZ1095
 CZ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ1095'6.7 MI S FROM COOLIDGE.
 CZ1095'AT CULVERT 968.60, IN THE TOP OF THE EAST CONCRETE HEAD WALL, AND 11
 CZ1095'FEET EAST OF THE CENTER LINE OF THE TRACK.
 CZ1095
 CZ1095                          STATION RECOVERY (2007)
 CZ1095
 CZ1095'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1082 ***********************************************************************
 CZ1082  DESIGNATION -  RV 326
 CZ1082  PID         -  CZ1082
 CZ1082  STATE/COUNTY-  AZ/PINAL
 CZ1082  USGS QUAD   -  ELOY NORTH (1992)
 CZ1082
 CZ1082                         *CURRENT SURVEY CONTROL
 CZ1082  ___________________________________________________________________
 CZ1082* NAD 83(1986)-  32 52 20.     (N)    111 30 37.     (W)     SCALED    
 CZ1082* NAVD 88     -       449.90   (+/-2cm)    1476.0    (feet)  VERTCON   
 CZ1082  ___________________________________________________________________
 CZ1082  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ1082  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1082
 CZ1082.The horizontal coordinates were scaled from a topographic map and have
 CZ1082.an estimated accuracy of +/- 6 seconds.
 CZ1082
 CZ1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1082.The vertical order pertains to the NGVD 29 superseded value.
 CZ1082
 CZ1082.The geoid height was determined by GEOID03.
 CZ1082
 CZ1082;                    North         East    Units  Estimated Accuracy
 CZ1082;SPC AZ C     -   207,660.      251,390.      MT  (+/- 180 meters Scaled)
 CZ1082
 CZ1082                          SUPERSEDED SURVEY CONTROL
 CZ1082
 CZ1082  NGVD 29 (??/??/92)  449.41   (m)         1474.4    (f) COMPUTED    1 2
 CZ1082
 CZ1082.Superseded values are not recommended for survey control.
 CZ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1082.See file dsdata.txt to determine how the superseded data were derived.
 CZ1082
 CZ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522372(NAD 83)
 CZ1082_MARKER: R = RIVET
 CZ1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1082_SP_SET: CULVERT
 CZ1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1082+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1082
 CZ1082  HISTORY     - Date     Condition        Report By
 CZ1082  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1082  HISTORY     - 1949     GOOD             NGS
 CZ1082  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1082
 CZ1082                          STATION DESCRIPTION
 CZ1082
 CZ1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ1082'7.4 MI S FROM COOLIDGE.
 CZ1082'7.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1082'STATION AT COOLIDGE, PINAL COUNTY, AT CULVERT 969 A, IN THE TOP OF THE
 CZ1082'CONCRETE HEAD WALL, AND 14 FEET EAST OF THE CENTERLINE OF THE TRACK. A
 CZ1082'STANDARD MONEL-METAL RIVET.
 CZ1082
 CZ1082                          STATION RECOVERY (2007)
 CZ1082
 CZ1082'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1080 ***********************************************************************
 CZ1080  DESIGNATION -  RV 327
 CZ1080  PID         -  CZ1080
 CZ1080  STATE/COUNTY-  AZ/PINAL
 CZ1080  USGS QUAD   -  ELOY NORTH (1992)
 CZ1080
 CZ1080                         *CURRENT SURVEY CONTROL
 CZ1080  ___________________________________________________________________
 CZ1080* NAD 83(1986)-  32 51 41.     (N)    111 30 37.     (W)     SCALED    
 CZ1080* NAVD 88     -       452.372  (meters)    1484.16   (feet)  ADJUSTED  
 CZ1080  ___________________________________________________________________
 CZ1080  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ1080  DYNAMIC HT  -         451.809 (meters)    1482.31  (feet)  COMP
 CZ1080  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 CZ1080
 CZ1080  VERT ORDER  -  FIRST     CLASS II
 CZ1080
 CZ1080.The horizontal coordinates were scaled from a topographic map and have
 CZ1080.an estimated accuracy of +/- 6 seconds.
 CZ1080
 CZ1080.The orthometric height was determined by differential leveling
 CZ1080.and adjusted in November 1993.
 CZ1080
 CZ1080.The geoid height was determined by GEOID03.
 CZ1080
 CZ1080.The dynamic height is computed by dividing the NAVD 88
 CZ1080.geopotential number by the normal gravity value computed on the
 CZ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1080.degrees latitude (g = 980.6199 gals.).
 CZ1080
 CZ1080.The modeled gravity was interpolated from observed gravity values.
 CZ1080
 CZ1080;                    North         East    Units  Estimated Accuracy
 CZ1080;SPC AZ C     -   206,450.      251,390.      MT  (+/- 180 meters Scaled)
 CZ1080
 CZ1080                          SUPERSEDED SURVEY CONTROL
 CZ1080
 CZ1080  NGVD 29 (??/??/92)  452.111  (m)         1483.30   (f) ADJ UNCH    1 2
 CZ1080
 CZ1080.Superseded values are not recommended for survey control.
 CZ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1080.See file dsdata.txt to determine how the superseded data were derived.
 CZ1080
 CZ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522360(NAD 83)
 CZ1080_MARKER: R = RIVET
 CZ1080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1080_SP_SET: HEADWALL
 CZ1080_MARK LOGO: NONE  
 CZ1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1080+STABILITY: SURFACE MOTION
 CZ1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1080+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ1080
 CZ1080  HISTORY     - Date     Condition        Report By
 CZ1080  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1080  HISTORY     - 1967     GOOD             NGS
 CZ1080  HISTORY     - 19920103 GOOD             NGS
 CZ1080  HISTORY     - 20070401 GOOD             GEOCAC
 CZ1080
 CZ1080                          STATION DESCRIPTION
 CZ1080
 CZ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1080'10.4 MI N FROM PICACHO.
 CZ1080'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1080'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 9.4 MILES NORTH ALONG
 CZ1080'THE SOUTHERN PACIFIC RAILROAD, IN S 34, T 6 S, R 8 E, 3 POLES SOUTH OF
 CZ1080'MILEPOST 970, 11 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK, SET IN
 CZ1080'THE CENTER OF THE TOP OF THE WEST HEAD WALL OF A 24-INCH CONCRETE
 CZ1080'CULVERT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 CZ1080
 CZ1080                          STATION RECOVERY (1992)
 CZ1080
 CZ1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1080'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1080'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1080'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1080'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 13.1 KM (8.15 MI)
 CZ1080'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.7 M
 CZ1080'(2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 CZ1080'CULVERT, 0.2 KM (0.10 MI) SOUTH OF RAILROAD MILEPOST 970, 3.6 M (11.8
 CZ1080'FT) EAST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 CZ1080'TRACK.
 CZ1080
 CZ1080                          STATION RECOVERY (2007)
 CZ1080
 CZ1080'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1079 ***********************************************************************
 CZ1079  DESIGNATION -  RV 328
 CZ1079  PID         -  CZ1079
 CZ1079  STATE/COUNTY-  AZ/PINAL
 CZ1079  USGS QUAD   -  ELOY NORTH (1992)
 CZ1079
 CZ1079                         *CURRENT SURVEY CONTROL
 CZ1079  ___________________________________________________________________
 CZ1079* NAD 83(2007)-  32 51 02.64982(N)    111 30 38.54489(W)     ADJUSTED  
 CZ1079* NAVD 88     -       454.630  (meters)    1491.57   (feet)  ADJUSTED  
 CZ1079  ___________________________________________________________________
 CZ1079  EPOCH DATE  -        2007.00
 CZ1079  X           -  -1,966,782.608 (meters)                     COMP
 CZ1079  Y           -  -4,990,233.630 (meters)                     COMP
 CZ1079  Z           -   3,440,294.093 (meters)                     COMP
 CZ1079  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 CZ1079  ELLIP HEIGHT-         424.731 (meters)          (02/10/07) ADJUSTED
 CZ1079  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ1079  DYNAMIC HT  -         454.063 (meters)    1489.70  (feet)  COMP
 CZ1079
 CZ1079  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1079  Type    PID    Designation                      North   East  Ellip
 CZ1079  -------------------------------------------------------------------
 CZ1079  NETWORK CZ1079 RV 328                            1.27   1.08   4.17
 CZ1079  -------------------------------------------------------------------
 CZ1079  MODELED GRAV-     979,377.4   (mgal)                       NAVD 88
 CZ1079
 CZ1079  VERT ORDER  -  FIRST     CLASS II
 CZ1079
 CZ1079.The horizontal coordinates were established by GPS observations
 CZ1079.and adjusted by the National Geodetic Survey in February 2007.
 CZ1079
 CZ1079.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1079.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1079.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1079.The epoch date for horizontal control is a decimal equivalence
 CZ1079.of Year/Month/Day.
 CZ1079
 CZ1079.The orthometric height was determined by differential leveling
 CZ1079.and adjusted in November 1993.
 CZ1079.WARNING-GPS observations at this control monument resulted in a GPS
 CZ1079.derived orthometric height which differed from the leveled height by
 CZ1079.more than one decimeter (0.1 meter).
 CZ1079
 CZ1079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1079
 CZ1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1079
 CZ1079.The ellipsoidal height was determined by GPS observations
 CZ1079.and is referenced to NAD 83.
 CZ1079
 CZ1079.The geoid height was determined by GEOID03.
 CZ1079
 CZ1079.The dynamic height is computed by dividing the NAVD 88
 CZ1079.geopotential number by the normal gravity value computed on the
 CZ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1079.degrees latitude (g = 980.6199 gals.).
 CZ1079
 CZ1079.The modeled gravity was interpolated from observed gravity values.
 CZ1079
 CZ1079;                    North         East     Units Scale Factor Converg.
 CZ1079;SPC AZ C     -   205,272.383   251,358.328   MT  0.99991780   +0 13 12.8
 CZ1079;SPC AZ C     -   673,465.82    824,666.43   iFT  0.99991780   +0 13 12.8
 CZ1079;UTM  12      - 3,634,855.262   452,211.456   MT  0.99962816   -0 16 37.3
 CZ1079
 CZ1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1079!SPC AZ C     -   0.99993332  x   0.99991780  =   0.99985113
 CZ1079!UTM  12      -   0.99993332  x   0.99962816  =   0.99956150
 CZ1079
 CZ1079                          SUPERSEDED SURVEY CONTROL
 CZ1079
 CZ1079  ELLIP H (11/21/00)  424.759  (m)                       GP(       ) 3 1
 CZ1079  NAD 83(1986)-  32 51 02.64249(N)    111 30 38.54414(W) AD(       ) B
 CZ1079  NAD 83(1992)-  32 51 02.64913(N)    111 30 38.54347(W) AD(       ) B
 CZ1079  ELLIP H (09/30/92)  424.840  (m)                       GP(       ) 2 1
 CZ1079  NGVD 29 (??/??/92)  454.476  (m)         1491.06   (f) ADJ UNCH    1 2
 CZ1079
 CZ1079.Superseded values are not recommended for survey control.
 CZ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1079.See file dsdata.txt to determine how the superseded data were derived.
 CZ1079
 CZ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5221134855(NAD 83)
 CZ1079_MARKER: R = RIVET
 CZ1079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1079_SP_SET: HEADWALL
 CZ1079_MARK LOGO: NONE  
 CZ1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1079+STABILITY: SURFACE MOTION
 CZ1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1079+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1079
 CZ1079  HISTORY     - Date     Condition        Report By
 CZ1079  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1079  HISTORY     - 1967     GOOD             NGS
 CZ1079  HISTORY     - 19920103 GOOD             NGS
 CZ1079  HISTORY     - 19920414 GOOD             NGS
 CZ1079  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1079
 CZ1079                          STATION DESCRIPTION
 CZ1079
 CZ1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1079'9.7 MI N FROM PICACHO.
 CZ1079'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1079'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 8.7 MILES NORTH ALONG
 CZ1079'THE SOUTHERN PACIFIC RAILROAD, IN S 34, T 6 S, R 8 E, 5 POLES NORTH OF
 CZ1079'MILEPOST 971, 11 1/2 FEET EAST OF THE EAST RAIL, 100 FEET NORTH OF THE
 CZ1079'CENTER OF THE CROSSING OF THE RAILROAD AND A ROAD, SET IN THE CENTER
 CZ1079'OF THE TOP OF THE EAST HEAD WALL OF A CULVERT, AND ABOUT 2 FEET BELOW
 CZ1079'THE LEVEL OF THE TRACKS.
 CZ1079
 CZ1079                          STATION RECOVERY (1992)
 CZ1079
 CZ1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1079'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1079'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1079'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1079'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 12.9 KM (8.00 MI)
 CZ1079'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.8 M
 CZ1079'(2.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 CZ1079'CULVERT, 30.5 M (100.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 CZ1079'3.6 M (11.8 FT) EAST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE
 CZ1079'LEVEL OF THE TRACK.
 CZ1079
 CZ1079                          STATION RECOVERY (1992)
 CZ1079
 CZ1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1079'STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTH-NORTHEAST OF ELOY, 15.5
 CZ1079'KM (9.6 MI) SOUTH OF COOLIDGE, ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ1079'TRACK, IN A SMALL CONCRETE HEADWALL FOR AN ABANDONED IRRIGATION DITCH
 CZ1079'UNDER THE TRACK.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CZ1079'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 287 AT LA PALMA,
 CZ1079'GO SOUTH ON HIGHWAY 87 FOR 3.2 KM (2.0 MI) TO A CROSSROAD (SELMA
 CZ1079'HIGHWAY ON THE RIGHT).  TURN LEFT, EAST, ON GRAVEL ROAD FOR 0.44 KM
 CZ1079'(0.27 MI) TO THE STATION ON THE LEFT ON EAST SIDE OF THE RAILROAD
 CZ1079'TRACK.
 CZ1079'STATION MARK IS TOP CENTER OF A 12 MM MONEL RIVET PROJECTING 5 MM SET
 CZ1079'TOP CENTER IN THE 1.4 M (4.6 FT) LONG HEADWALL.  IT IS 30.5 M
 CZ1079'(100.1 FT) NORTH OF THE ROAD CENTER AND 3.6 M (11.8 FT) EAST OF AND 1
 CZ1079'M (3.3 FT) LOWER THAN THE EAST RAIL OF THE TRACK.
 CZ1079
 CZ1079                          STATION RECOVERY (2007)
 CZ1079
 CZ1079'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1074 ***********************************************************************
 CZ1074  DESIGNATION -  RV 329
 CZ1074  PID         -  CZ1074
 CZ1074  STATE/COUNTY-  AZ/PINAL
 CZ1074  USGS QUAD   -  ELOY NORTH (1992)
 CZ1074
 CZ1074                         *CURRENT SURVEY CONTROL
 CZ1074  ___________________________________________________________________
 CZ1074* NAD 83(1986)-  32 49 43.     (N)    111 30 38.     (W)     SCALED    
 CZ1074* NAVD 88     -       460.793  (meters)    1511.79   (feet)  ADJUSTED  
 CZ1074  ___________________________________________________________________
 CZ1074  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ1074  DYNAMIC HT  -         460.217 (meters)    1509.90  (feet)  COMP
 CZ1074  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 CZ1074
 CZ1074  VERT ORDER  -  FIRST     CLASS II
 CZ1074
 CZ1074.The horizontal coordinates were scaled from a topographic map and have
 CZ1074.an estimated accuracy of +/- 6 seconds.
 CZ1074
 CZ1074.The orthometric height was determined by differential leveling
 CZ1074.and adjusted in November 1993.
 CZ1074
 CZ1074.The geoid height was determined by GEOID03.
 CZ1074
 CZ1074.The dynamic height is computed by dividing the NAVD 88
 CZ1074.geopotential number by the normal gravity value computed on the
 CZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1074.degrees latitude (g = 980.6199 gals.).
 CZ1074
 CZ1074.The modeled gravity was interpolated from observed gravity values.
 CZ1074
 CZ1074;                    North         East    Units  Estimated Accuracy
 CZ1074;SPC AZ C     -   202,820.      251,380.      MT  (+/- 180 meters Scaled)
 CZ1074
 CZ1074                          SUPERSEDED SURVEY CONTROL
 CZ1074
 CZ1074  NGVD 29 (??/??/92)  460.787  (m)         1511.77   (f) ADJ UNCH    1 2
 CZ1074
 CZ1074.Superseded values are not recommended for survey control.
 CZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1074.See file dsdata.txt to determine how the superseded data were derived.
 CZ1074
 CZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522324(NAD 83)
 CZ1074_MARKER: R = RIVET
 CZ1074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1074_SP_SET: HEADWALL
 CZ1074_MARK LOGO: NONE  
 CZ1074_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1074+STABILITY: SURFACE MOTION
 CZ1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1074+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1074
 CZ1074  HISTORY     - Date     Condition        Report By
 CZ1074  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1074  HISTORY     - 1967     GOOD             NGS
 CZ1074  HISTORY     - 19920103 GOOD             NGS
 CZ1074  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1074
 CZ1074                          STATION DESCRIPTION
 CZ1074
 CZ1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1074'8.2 MI N FROM PICACHO.
 CZ1074'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1074'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 7.2 MILES NORTH ALONG
 CZ1074'THE SOUTHERN PACIFIC RAILROAD, IN S 10, T 7 S, R 8 E, 10 POLES SOUTH
 CZ1074'OF MILEPOST 972, 10 FEET EAST OF THE EAST RAIL OF THE TRACKS, SET IN
 CZ1074'THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A CULVERT, 26
 CZ1074'FEET NORTH OF THE NORTHEAST CORNER OF A WOODEN TRESTLE, AND ABOUT 3
 CZ1074'FEET BELOW THE LEVEL OF THE TRACKS.
 CZ1074
 CZ1074                          STATION RECOVERY (1992)
 CZ1074
 CZ1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1074'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1074'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1074'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1074'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 10.5 KM (6.50 MI)
 CZ1074'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.8 M
 CZ1074'(2.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 CZ1074'CULVERT, 8.1 M (26.6 FT) NORTH OF THE NORTHEAST CORNER OF A RAILROAD
 CZ1074'BRIDGE, 3.0 M (9.8 FT) EAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW
 CZ1074'THE LEVEL OF THE TRACK, AND 0.5 M (1.6 FT) SOUTH OF THE NORTH END OF
 CZ1074'THE HEADWALL.
 CZ1074
 CZ1074                          STATION RECOVERY (2007)
 CZ1074
 CZ1074'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0137 ***********************************************************************
 DU0137  DESIGNATION -  RV 33
 DU0137  PID         -  DU0137
 DU0137  STATE/COUNTY-  AZ/GILA
 DU0137  USGS QUAD   -  SAN CARLOS (1979)
 DU0137
 DU0137                         *CURRENT SURVEY CONTROL
 DU0137  ___________________________________________________________________
 DU0137* NAD 83(1986)-  33 17 54.     (N)    110 27 24.     (W)     SCALED    
 DU0137* NAVD 88     -       784.000  (meters)    2572.17   (feet)  ADJUSTED  
 DU0137  ___________________________________________________________________
 DU0137  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DU0137  DYNAMIC HT  -         782.963 (meters)    2568.77  (feet)  COMP
 DU0137  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 DU0137
 DU0137  VERT ORDER  -  FIRST     CLASS II
 DU0137
 DU0137.The horizontal coordinates were scaled from a topographic map and have
 DU0137.an estimated accuracy of +/- 6 seconds.
 DU0137
 DU0137.The orthometric height was determined by differential leveling
 DU0137.and adjusted in June 1991.
 DU0137
 DU0137.The geoid height was determined by GEOID03.
 DU0137
 DU0137.The dynamic height is computed by dividing the NAVD 88
 DU0137.geopotential number by the normal gravity value computed on the
 DU0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0137.degrees latitude (g = 980.6199 gals.).
 DU0137
 DU0137.The modeled gravity was interpolated from observed gravity values.
 DU0137
 DU0137;                    North         East    Units  Estimated Accuracy
 DU0137;SPC AZ E     -   254,870.      186,350.      MT  (+/- 180 meters Scaled)
 DU0137
 DU0137                          SUPERSEDED SURVEY CONTROL
 DU0137
 DU0137  NGVD 29 (??/??/92)  783.433  (m)         2570.31   (f) ADJ UNCH    1 2
 DU0137
 DU0137.Superseded values are not recommended for survey control.
 DU0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0137.See file dsdata.txt to determine how the superseded data were derived.
 DU0137
 DU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB505844(NAD 83)
 DU0137_MARKER: R = RIVET
 DU0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0137_SP_SET: CULVERT
 DU0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0137
 DU0137  HISTORY     - Date     Condition        Report By
 DU0137  HISTORY     - UNK      MONUMENTED       SPRR
 DU0137  HISTORY     - 1933     GOOD             NGS
 DU0137  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0137
 DU0137                          STATION DESCRIPTION
 DU0137
 DU0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0137'3.55 MI S FROM SAN CARLOS.
 DU0137'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.39 MILES NORTHWEST OF MILEPOST
 DU0137'1197, 24 FEET WEST OF POINT OF SWITCH AT PERIDOT, 12 FEET NORTH OF
 DU0137'RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED 1197.39.
 DU0137
 DU0137                          STATION RECOVERY (2008)
 DU0137
 DU0137'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0137'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0137'MARK. A SMALL DRAINAGE CROSSING WAS FOUND AT THE DESCRIBED LOCATION,
 DU0137'BUT THE CONCRETE CULVERT HAS APPARENTLY BEEN WASHED OUT, OR OTHERWISE
 DU0137'REMOVED. IT HAS BEEN REPLACED WITH A SMALL I-BEAM STEEL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1061 ***********************************************************************
 CZ1061  DESIGNATION -  RV 330
 CZ1061  PID         -  CZ1061
 CZ1061  STATE/COUNTY-  AZ/PINAL
 CZ1061  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1061
 CZ1061                         *CURRENT SURVEY CONTROL
 CZ1061  ___________________________________________________________________
 CZ1061* NAD 83(2007)-  32 44 03.90905(N)    111 30 39.68603(W)     ADJUSTED  
 CZ1061* NAVD 88     -       483.506  (meters)    1586.30   (feet)  ADJUSTED  
 CZ1061  ___________________________________________________________________
 CZ1061  EPOCH DATE  -        2007.00
 CZ1061  X           -  -1,969,381.048 (meters)                     COMP
 CZ1061  Y           -  -4,996,745.506 (meters)                     COMP
 CZ1061  Z           -   3,429,465.023 (meters)                     COMP
 CZ1061  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CZ1061  ELLIP HEIGHT-         453.503 (meters)          (02/10/07) ADJUSTED
 CZ1061  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ1061  DYNAMIC HT  -         482.892 (meters)    1584.29  (feet)  COMP
 CZ1061
 CZ1061  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1061  Type    PID    Designation                      North   East  Ellip
 CZ1061  -------------------------------------------------------------------
 CZ1061  NETWORK CZ1061 RV 330                            1.47   1.27   4.74
 CZ1061  -------------------------------------------------------------------
 CZ1061  MODELED GRAV-     979,354.3   (mgal)                       NAVD 88
 CZ1061
 CZ1061  VERT ORDER  -  FIRST     CLASS II
 CZ1061
 CZ1061.The horizontal coordinates were established by GPS observations
 CZ1061.and adjusted by the National Geodetic Survey in February 2007.
 CZ1061
 CZ1061.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1061.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1061.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1061.The epoch date for horizontal control is a decimal equivalence
 CZ1061.of Year/Month/Day.
 CZ1061
 CZ1061.The orthometric height was determined by differential leveling
 CZ1061.and adjusted in November 1993.
 CZ1061.WARNING-GPS observations at this control monument resulted in a GPS
 CZ1061.derived orthometric height which differed from the leveled height by
 CZ1061.more than one decimeter (0.1 meter).
 CZ1061
 CZ1061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1061
 CZ1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1061
 CZ1061.The ellipsoidal height was determined by GPS observations
 CZ1061.and is referenced to NAD 83.
 CZ1061
 CZ1061.The geoid height was determined by GEOID03.
 CZ1061
 CZ1061.The dynamic height is computed by dividing the NAVD 88
 CZ1061.geopotential number by the normal gravity value computed on the
 CZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1061.degrees latitude (g = 980.6199 gals.).
 CZ1061
 CZ1061.The modeled gravity was interpolated from observed gravity values.
 CZ1061
 CZ1061;                    North         East     Units Scale Factor Converg.
 CZ1061;SPC AZ C     -   192,373.792   251,378.117   MT  0.99991782   +0 13 09.7
 CZ1061;SPC AZ C     -   631,147.61    824,731.35   iFT  0.99991782   +0 13 09.7
 CZ1061;UTM  12      - 3,621,960.719   452,119.504   MT  0.99962827   -0 16 34.8
 CZ1061
 CZ1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1061!SPC AZ C     -   0.99992880  x   0.99991782  =   0.99984663
 CZ1061!UTM  12      -   0.99992880  x   0.99962827  =   0.99955710
 CZ1061
 CZ1061                          SUPERSEDED SURVEY CONTROL
 CZ1061
 CZ1061  ELLIP H (11/21/00)  453.535  (m)                       GP(       ) 3 1
 CZ1061  NAD 83(1986)-  32 44 03.90245(N)    111 30 39.68535(W) AD(       ) B
 CZ1061  NAD 83(1992)-  32 44 03.90830(N)    111 30 39.68469(W) AD(       ) B
 CZ1061  ELLIP H (09/30/92)  453.610  (m)                       GP(       ) 2 1
 CZ1061  NGVD 29 (??/??/92)  484.824  (m)         1590.63   (f) ADJ UNCH    1 2
 CZ1061
 CZ1061.Superseded values are not recommended for survey control.
 CZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1061.See file dsdata.txt to determine how the superseded data were derived.
 CZ1061
 CZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5212021961(NAD 83)
 CZ1061_MARKER: R = RIVET
 CZ1061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1061_SP_SET: HEADWALL
 CZ1061_MARK LOGO: NONE  
 CZ1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1061+STABILITY: SURFACE MOTION
 CZ1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1061+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1992
 CZ1061
 CZ1061  HISTORY     - Date     Condition        Report By
 CZ1061  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1061  HISTORY     - 1967     GOOD             NGS
 CZ1061  HISTORY     - 19920103 GOOD             NGS
 CZ1061  HISTORY     - 19920414 GOOD             NGS
 CZ1061
 CZ1061                          STATION DESCRIPTION
 CZ1061
 CZ1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1061'1.7 MI N FROM PICACHO.
 CZ1061'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1061'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 0.7 MILE NORTH ALONG
 CZ1061'THE SOUTHERN PACIFIC RAILROAD, IN S 10, T 8 S, R 8 E, AT THE CROSSING
 CZ1061'OF THE RAILROAD AND A ROAD, 5 1/4 POLES NORTH OF MILEPOST 979, 11 1/2
 CZ1061'FEET EAST OF THE EAST RAIL OF THE TRACK, 66 FEET NORTH OF THE CENTER
 CZ1061'LINE OF THE ROAD, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 CZ1061'HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 3 FEET BELOW THE LEVEL OF
 CZ1061'THE TRACKS.
 CZ1061
 CZ1061                          STATION RECOVERY (1992)
 CZ1061
 CZ1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1061'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1061'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1061'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1061'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, IN TOP OF AND 0.7 M (2.3
 CZ1061'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 CZ1061'CULVERT, 20.1 M (65.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 3.6 M
 CZ1061'(11.8 FT) EAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND
 CZ1061'0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK.
 CZ1061
 CZ1061                          STATION RECOVERY (1992)
 CZ1061
 CZ1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1061'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTHEAST OF ELOY, 2 KM
 CZ1061'(1.2 MI) NORTH-NORTHWEST OF PICACHO, ALONG THE SOUTHERN PACIFIC
 CZ1061'RAILROAD, AT A ROAD CROSSING, IN THE EAST HEADWALL UNDER THE TRACK.
 CZ1061'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CZ1061'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 87 ABOUT 4 KM
 CZ1061'(2.5 MI) SOUTHEAST OF ELOY, GO NORTHERLY ON HIGHWAY 87 FOR 0.12 KM
 CZ1061'(0.07 MI) TO A CROSSROAD.  TURN RIGHT, EAST, ON MILLIGAN ROAD FOR
 CZ1061'0.44 KM (0.27 MI) TO THE STATION ON THE LEFT JUST AFTER CROSSING
 CZ1061'RAILROAD TRACKS.
 CZ1061'STATION MARK IS THE TOP CENTER OF A 12 MM MONEL RIVET PROJECTING 5 MM
 CZ1061'IN THE TOP CENTER OF THE 1.5 M (4.9 FT) LONG HEADWALL.  IT IS 20.3 M
 CZ1061'(66.6 FT) NORTH OF THE PAVED ROAD CENTER, 14.3 M (46.9 FT) NORTH OF A
 CZ1061'RAILROAD CROSSING GATE AND 3.6 M (11.8 FT) EAST OF AND 1 M (3.3 FT)
 CZ1061'LOWER THAN THE EAST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1059 ***********************************************************************
 CZ1059  DESIGNATION -  RV 331
 CZ1059  PID         -  CZ1059
 CZ1059  STATE/COUNTY-  AZ/PINAL
 CZ1059  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1059
 CZ1059                         *CURRENT SURVEY CONTROL
 CZ1059  ___________________________________________________________________
 CZ1059* NAD 83(1986)-  32 43 20.     (N)    111 30 29.     (W)     SCALED    
 CZ1059* NAVD 88     -       490.83   (+/-2cm)    1610.3    (feet)  VERTCON   
 CZ1059  ___________________________________________________________________
 CZ1059  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ1059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1059
 CZ1059.The horizontal coordinates were scaled from a topographic map and have
 CZ1059.an estimated accuracy of +/- 6 seconds.
 CZ1059
 CZ1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1059.The vertical order pertains to the NGVD 29 superseded value.
 CZ1059
 CZ1059.The geoid height was determined by GEOID03.
 CZ1059
 CZ1059;                    North         East    Units  Estimated Accuracy
 CZ1059;SPC AZ C     -   191,020.      251,660.      MT  (+/- 180 meters Scaled)
 CZ1059
 CZ1059                          SUPERSEDED SURVEY CONTROL
 CZ1059
 CZ1059  NGVD 29 (??/??/92)  490.274  (m)         1608.51   (f) ADJ UNCH    2 0
 CZ1059
 CZ1059.Superseded values are not recommended for survey control.
 CZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1059.See file dsdata.txt to determine how the superseded data were derived.
 CZ1059
 CZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB523206(NAD 83)
 CZ1059_MARKER: R = RIVET
 CZ1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1059_SP_SET: SIGNAL BASE
 CZ1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1059
 CZ1059  HISTORY     - Date     Condition        Report By
 CZ1059  HISTORY     - UNK      MONUMENTED       SPRR
 CZ1059  HISTORY     - 1948     MARK NOT FOUND   NGS
 CZ1059
 CZ1059                          STATION DESCRIPTION
 CZ1059
 CZ1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1059'IN PICACHO.
 CZ1059'AT PICACHO, PINAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 100
 CZ1059'FEET SOUTH OF THE STATION, IN THE TOP OF A CONCRETE SIGNAL-BASE AND 11
 CZ1059'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 CZ1059'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0121 ***********************************************************************
 CG0121  DESIGNATION -  RV 332
 CG0121  PID         -  CG0121
 CG0121  STATE/COUNTY-  AZ/COCHISE
 CG0121  USGS QUAD   -  BENSON (1983)
 CG0121
 CG0121                         *CURRENT SURVEY CONTROL
 CG0121  ___________________________________________________________________
 CG0121* NAD 83(1986)-  31 54 14.     (N)    110 18 04.     (W)     SCALED    
 CG0121* NAVD 88     -      1233.61   (+/-2cm)    4047.3    (feet)  VERTCON   
 CG0121  ___________________________________________________________________
 CG0121  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0121
 CG0121.The horizontal coordinates were scaled from a topographic map and have
 CG0121.an estimated accuracy of +/- 6 seconds.
 CG0121
 CG0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0121.The vertical order pertains to the NGVD 29 superseded value.
 CG0121
 CG0121.The geoid height was determined by GEOID03.
 CG0121
 CG0121;                    North         East    Units  Estimated Accuracy
 CG0121;SPC AZ E     -   100,220.      200,640.      MT  (+/- 180 meters Scaled)
 CG0121
 CG0121                          SUPERSEDED SURVEY CONTROL
 CG0121
 CG0121  NGVD 29 (??/??/92) 1232.800  (m)         4044.61   (f) ADJ UNCH    2 0
 CG0121
 CG0121.Superseded values are not recommended for survey control.
 CG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0121.See file dsdata.txt to determine how the superseded data were derived.
 CG0121
 CG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA660299(NAD 83)
 CG0121_MARKER: R = RIVET
 CG0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0121_SP_SET: ABUTMENT
 CG0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0121
 CG0121  HISTORY     - Date     Condition        Report By
 CG0121  HISTORY     - UNK      MONUMENTED       SPRR
 CG0121  HISTORY     - 1934     GOOD             NGS
 CG0121  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0121
 CG0121                          STATION DESCRIPTION
 CG0121
 CG0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0121'4.2 MI SE FROM WHETSTONE.
 CG0121'4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0121'STATION AT WHETSTONE, COCHISE COUNTY, AT BRIDGE 1032.87, AND IN THE
 CG0121'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0121'MONEL-METAL RIVET.
 CG0121
 CG0121                          STATION RECOVERY (1974)
 CG0121
 CG0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0122 ***********************************************************************
 CG0122  DESIGNATION -  RV 333
 CG0122  PID         -  CG0122
 CG0122  STATE/COUNTY-  AZ/COCHISE
 CG0122  USGS QUAD   -  BENSON (1983)
 CG0122
 CG0122                         *CURRENT SURVEY CONTROL
 CG0122  ___________________________________________________________________
 CG0122* NAD 83(1986)-  31 53 35.     (N)    110 17 47.     (W)     SCALED    
 CG0122* NAVD 88     -      1228.91   (+/-2cm)    4031.8    (feet)  VERTCON   
 CG0122  ___________________________________________________________________
 CG0122  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0122
 CG0122.The horizontal coordinates were scaled from a topographic map and have
 CG0122.an estimated accuracy of +/- 6 seconds.
 CG0122
 CG0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0122.The vertical order pertains to the NGVD 29 superseded value.
 CG0122
 CG0122.The geoid height was determined by GEOID03.
 CG0122
 CG0122;                    North         East    Units  Estimated Accuracy
 CG0122;SPC AZ E     -    99,020.      201,090.      MT  (+/- 180 meters Scaled)
 CG0122
 CG0122                          SUPERSEDED SURVEY CONTROL
 CG0122
 CG0122  NGVD 29 (??/??/92) 1228.096  (m)         4029.18   (f) ADJ UNCH    2 0
 CG0122
 CG0122.Superseded values are not recommended for survey control.
 CG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0122.See file dsdata.txt to determine how the superseded data were derived.
 CG0122
 CG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA665287(NAD 83)
 CG0122_MARKER: R = RIVET
 CG0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0122_SP_SET: ABUTMENT
 CG0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0122
 CG0122  HISTORY     - Date     Condition        Report By
 CG0122  HISTORY     - UNK      MONUMENTED       SPRR
 CG0122  HISTORY     - 1934     GOOD             NGS
 CG0122  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0122
 CG0122                          STATION DESCRIPTION
 CG0122
 CG0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0122'5.0 MI SE FROM WHETSTONE.
 CG0122'5.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0122'STATION AT WHETSTONE, COCHISE COUNTY, AT BRIDGE 1033.67, AND IN THE
 CG0122'TOP OF A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL RIVET.
 CG0122
 CG0122                          STATION RECOVERY (1974)
 CG0122
 CG0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0124 ***********************************************************************
 CG0124  DESIGNATION -  RV 334
 CG0124  PID         -  CG0124
 CG0124  STATE/COUNTY-  AZ/COCHISE
 CG0124  USGS QUAD   -  MC GREW SPRING (1973)
 CG0124
 CG0124                         *CURRENT SURVEY CONTROL
 CG0124  ___________________________________________________________________
 CG0124* NAD 83(1986)-  31 52 15.     (N)    110 17 03.     (W)     SCALED    
 CG0124* NAVD 88     -      1221.89   (+/-2cm)    4008.8    (feet)  VERTCON   
 CG0124  ___________________________________________________________________
 CG0124  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0124
 CG0124.The horizontal coordinates were scaled from a topographic map and have
 CG0124.an estimated accuracy of +/- 6 seconds.
 CG0124
 CG0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0124.The vertical order pertains to the NGVD 29 superseded value.
 CG0124
 CG0124.The geoid height was determined by GEOID03.
 CG0124
 CG0124;                    North         East    Units  Estimated Accuracy
 CG0124;SPC AZ E     -    96,550.      202,240.      MT  (+/- 180 meters Scaled)
 CG0124
 CG0124                          SUPERSEDED SURVEY CONTROL
 CG0124
 CG0124  NGVD 29 (??/??/92) 1221.074  (m)         4006.14   (f) ADJ UNCH    2 0
 CG0124
 CG0124.Superseded values are not recommended for survey control.
 CG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0124.See file dsdata.txt to determine how the superseded data were derived.
 CG0124
 CG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA677263(NAD 83)
 CG0124_MARKER: R = RIVET
 CG0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0124_SP_SET: ABUTMENT
 CG0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0124
 CG0124  HISTORY     - Date     Condition        Report By
 CG0124  HISTORY     - UNK      MONUMENTED       SPRR
 CG0124  HISTORY     - 1934     GOOD             NGS
 CG0124  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0124
 CG0124                          STATION DESCRIPTION
 CG0124
 CG0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0124'6.8 MI SE FROM WHETSTONE.
 CG0124'6.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0124'STATION AT WHETSTONE, COCHISE COUNTY, AT BRIDGE 1035.42, AND IN THE
 CG0124'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0124'MONEL-METAL RIVET.
 CG0124
 CG0124                          STATION RECOVERY (1974)
 CG0124
 CG0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0127 ***********************************************************************
 CG0127  DESIGNATION -  RV 335
 CG0127  PID         -  CG0127
 CG0127  STATE/COUNTY-  AZ/COCHISE
 CG0127  USGS QUAD   -  MC GREW SPRING (1973)
 CG0127
 CG0127                         *CURRENT SURVEY CONTROL
 CG0127  ___________________________________________________________________
 CG0127* NAD 83(1986)-  31 49 19.     (N)    110 15 47.     (W)     SCALED    
 CG0127* NAVD 88     -      1205.62   (+/-2cm)    3955.4    (feet)  VERTCON   
 CG0127  ___________________________________________________________________
 CG0127  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0127
 CG0127.The horizontal coordinates were scaled from a topographic map and have
 CG0127.an estimated accuracy of +/- 6 seconds.
 CG0127
 CG0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0127.The vertical order pertains to the NGVD 29 superseded value.
 CG0127
 CG0127.The geoid height was determined by GEOID03.
 CG0127
 CG0127;                    North         East    Units  Estimated Accuracy
 CG0127;SPC AZ E     -    91,130.      204,240.      MT  (+/- 180 meters Scaled)
 CG0127
 CG0127                          SUPERSEDED SURVEY CONTROL
 CG0127
 CG0127  NGVD 29 (??/??/92) 1204.814  (m)         3952.79   (f) ADJ UNCH    2 0
 CG0127
 CG0127.Superseded values are not recommended for survey control.
 CG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0127.See file dsdata.txt to determine how the superseded data were derived.
 CG0127
 CG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA697209(NAD 83)
 CG0127_MARKER: R = RIVET
 CG0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0127_SP_SET: ABUTMENT
 CG0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0127
 CG0127  HISTORY     - Date     Condition        Report By
 CG0127  HISTORY     - UNK      MONUMENTED       SPRR
 CG0127  HISTORY     - 1934     GOOD             NGS
 CG0127
 CG0127                          STATION DESCRIPTION
 CG0127
 CG0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0127'3.9 MI NW FROM BOQUILLAS.
 CG0127'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0127'STATION AT BOQUILLAS, COCHISE COUNTY, AT BRIDGE 1039.30, AND IN THE
 CG0127'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0127'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0129 ***********************************************************************
 CG0129  DESIGNATION -  RV 336
 CG0129  PID         -  CG0129
 CG0129  STATE/COUNTY-  AZ/COCHISE
 CG0129  USGS QUAD   -  LAND (1973)
 CG0129
 CG0129                         *CURRENT SURVEY CONTROL
 CG0129  ___________________________________________________________________
 CG0129* NAD 83(1986)-  31 47 24.     (N)    110 14 43.     (W)     SCALED    
 CG0129* NAVD 88     -      1195.53   (+/-2cm)    3922.3    (feet)  VERTCON   
 CG0129  ___________________________________________________________________
 CG0129  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0129
 CG0129.The horizontal coordinates were scaled from a topographic map and have
 CG0129.an estimated accuracy of +/- 6 seconds.
 CG0129
 CG0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0129.The vertical order pertains to the NGVD 29 superseded value.
 CG0129
 CG0129.The geoid height was determined by GEOID03.
 CG0129
 CG0129;                    North         East    Units  Estimated Accuracy
 CG0129;SPC AZ E     -    87,590.      205,920.      MT  (+/- 180 meters Scaled)
 CG0129
 CG0129                          SUPERSEDED SURVEY CONTROL
 CG0129
 CG0129  NGVD 29 (??/??/92) 1194.735  (m)         3919.73   (f) ADJ UNCH    2 0
 CG0129
 CG0129.Superseded values are not recommended for survey control.
 CG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0129.See file dsdata.txt to determine how the superseded data were derived.
 CG0129
 CG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA714174(NAD 83)
 CG0129_MARKER: R = RIVET
 CG0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0129_SP_SET: ABUTMENT
 CG0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0129
 CG0129  HISTORY     - Date     Condition        Report By
 CG0129  HISTORY     - UNK      MONUMENTED       SPRR
 CG0129  HISTORY     - 1934     GOOD             NGS
 CG0129  HISTORY     - 1973     MARK NOT FOUND   USGS
 CG0129
 CG0129                          STATION DESCRIPTION
 CG0129
 CG0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0129'1.6 MI NW FROM BOQUILLAS.
 CG0129'1.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0129'STATION AT BOQUILLAS, COCHISE COUNTY, AT BRIDGE 1041.64, AND IN THE
 CG0129'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0129'MONEL-METAL RIVET.
 CG0129
 CG0129                          STATION RECOVERY (1973)
 CG0129
 CG0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CG0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0131 ***********************************************************************
 CG0131  DESIGNATION -  RV 337
 CG0131  PID         -  CG0131
 CG0131  STATE/COUNTY-  AZ/COCHISE
 CG0131  USGS QUAD   -  LAND (1973)
 CG0131
 CG0131                         *CURRENT SURVEY CONTROL
 CG0131  ___________________________________________________________________
 CG0131* NAD 83(1986)-  31 46 06.     (N)    110 13 22.     (W)     SCALED    
 CG0131* NAVD 88     -      1187.95   (+/-2cm)    3897.5    (feet)  VERTCON   
 CG0131  ___________________________________________________________________
 CG0131  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0131
 CG0131.The horizontal coordinates were scaled from a topographic map and have
 CG0131.an estimated accuracy of +/- 6 seconds.
 CG0131
 CG0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0131.The vertical order pertains to the NGVD 29 superseded value.
 CG0131
 CG0131.The geoid height was determined by GEOID03.
 CG0131
 CG0131;                    North         East    Units  Estimated Accuracy
 CG0131;SPC AZ E     -    85,180.      208,050.      MT  (+/- 180 meters Scaled)
 CG0131
 CG0131                          SUPERSEDED SURVEY CONTROL
 CG0131
 CG0131  NGVD 29 (??/??/92) 1187.154  (m)         3894.85   (f) ADJ UNCH    2 0
 CG0131
 CG0131.Superseded values are not recommended for survey control.
 CG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0131.See file dsdata.txt to determine how the superseded data were derived.
 CG0131
 CG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA735150(NAD 83)
 CG0131_MARKER: R = RIVET
 CG0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0131_SP_SET: ABUTMENT
 CG0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0131
 CG0131  HISTORY     - Date     Condition        Report By
 CG0131  HISTORY     - UNK      MONUMENTED       SPRR
 CG0131  HISTORY     - 1934     GOOD             NGS
 CG0131  HISTORY     - 1973     MARK NOT FOUND   USGS
 CG0131
 CG0131                          STATION DESCRIPTION
 CG0131
 CG0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0131'0.4 MI SE FROM BOQUILLAS.
 CG0131'0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0131'STATION AT BOQUILLAS, COCHISE COUNTY, AT BRIDGE 1043.64, AND IN THE
 CG0131'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0131'MONEL-METAL RIVET.
 CG0131
 CG0131                          STATION RECOVERY (1973)
 CG0131
 CG0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CG0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0133 ***********************************************************************
 CG0133  DESIGNATION -  RV 338
 CG0133  PID         -  CG0133
 CG0133  STATE/COUNTY-  AZ/COCHISE
 CG0133  USGS QUAD   -  FAIRBANK (1952)
 CG0133
 CG0133                         *CURRENT SURVEY CONTROL
 CG0133  ___________________________________________________________________
 CG0133* NAD 83(1986)-  31 43 50.     (N)    110 11 42.     (W)     SCALED    
 CG0133* NAVD 88     -      1173.77   (+/-2cm)    3850.9    (feet)  VERTCON   
 CG0133  ___________________________________________________________________
 CG0133  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0133
 CG0133.The horizontal coordinates were scaled from a topographic map and have
 CG0133.an estimated accuracy of +/- 6 seconds.
 CG0133
 CG0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0133.The vertical order pertains to the NGVD 29 superseded value.
 CG0133
 CG0133.The geoid height was determined by GEOID03.
 CG0133
 CG0133;                    North         East    Units  Estimated Accuracy
 CG0133;SPC AZ E     -    80,990.      210,680.      MT  (+/- 180 meters Scaled)
 CG0133
 CG0133                          SUPERSEDED SURVEY CONTROL
 CG0133
 CG0133  NGVD 29 (??/??/92) 1172.979  (m)         3848.35   (f) ADJ UNCH    2 0
 CG0133
 CG0133.Superseded values are not recommended for survey control.
 CG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0133.See file dsdata.txt to determine how the superseded data were derived.
 CG0133
 CG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA762108(NAD 83)
 CG0133_MARKER: R = RIVET
 CG0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0133_SP_SET: ABUTMENT
 CG0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0133
 CG0133  HISTORY     - Date     Condition        Report By
 CG0133  HISTORY     - UNK      MONUMENTED       SPRR
 CG0133  HISTORY     - 1934     GOOD             NGS
 CG0133
 CG0133                          STATION DESCRIPTION
 CG0133
 CG0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0133'1.2 MI NW FROM FAIRBANK.
 CG0133'1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0133'STATION AT FAIRBANK, COCHISE COUNTY, 0.1 MILE NORTH OF MILEPOST 1047,
 CG0133'AT BRIDGE 1046.93, AND IN THE TOP OF THE NORTHWEST CORNER OF A
 CG0133'CONCRETE ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0137 ***********************************************************************
 CG0137  DESIGNATION -  RV 339
 CG0137  PID         -  CG0137
 CG0137  STATE/COUNTY-  AZ/COCHISE
 CG0137  USGS QUAD   -  FAIRBANK (1952)
 CG0137
 CG0137                         *CURRENT SURVEY CONTROL
 CG0137  ___________________________________________________________________
 CG0137* NAD 83(1986)-  31 41 37.     (N)    110 10 46.     (W)     SCALED    
 CG0137* NAVD 88     -      1186.89   (+/-2cm)    3894.0    (feet)  VERTCON   
 CG0137  ___________________________________________________________________
 CG0137  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0137
 CG0137.The horizontal coordinates were scaled from a topographic map and have
 CG0137.an estimated accuracy of +/- 6 seconds.
 CG0137
 CG0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0137.The vertical order pertains to the NGVD 29 superseded value.
 CG0137
 CG0137.The geoid height was determined by GEOID03.
 CG0137
 CG0137;                    North         East    Units  Estimated Accuracy
 CG0137;SPC AZ E     -    76,900.      212,150.      MT  (+/- 180 meters Scaled)
 CG0137
 CG0137                          SUPERSEDED SURVEY CONTROL
 CG0137
 CG0137  NGVD 29 (??/??/92) 1186.085  (m)         3891.35   (f) ADJ UNCH    2 0
 CG0137
 CG0137.Superseded values are not recommended for survey control.
 CG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0137.See file dsdata.txt to determine how the superseded data were derived.
 CG0137
 CG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA777067(NAD 83)
 CG0137_MARKER: R = RIVET
 CG0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0137_SP_SET: ABUTMENT
 CG0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0137
 CG0137  HISTORY     - Date     Condition        Report By
 CG0137  HISTORY     - UNK      MONUMENTED       SPRR
 CG0137  HISTORY     - 1934     GOOD             NGS
 CG0137
 CG0137                          STATION DESCRIPTION
 CG0137
 CG0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0137'1.5 MI SE FROM FAIRBANK.
 CG0137'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0137'STATION AT FAIRBANK, COCHISE COUNTY, AT BRIDGE 1049.78, AND IN THE TOP
 CG0137'OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0137'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1176 ***********************************************************************
 DV1176  DESIGNATION -  RV 34
 DV1176  PID         -  DV1176
 DV1176  STATE/COUNTY-  AZ/LA PAZ
 DV1176  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1176
 DV1176                         *CURRENT SURVEY CONTROL
 DV1176  ___________________________________________________________________
 DV1176* NAD 83(1986)-  33 54 41.     (N)    113 59 14.     (W)     SCALED    
 DV1176* NAVD 88     -       303.42   (+/-2cm)     995.5    (feet)  VERTCON   
 DV1176  ___________________________________________________________________
 DV1176  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1176
 DV1176.The horizontal coordinates were scaled from a topographic map and have
 DV1176.an estimated accuracy of +/- 6 seconds.
 DV1176
 DV1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1176.The vertical order pertains to the NGVD 29 superseded value.
 DV1176
 DV1176.The geoid height was determined by GEOID03.
 DV1176
 DV1176;                    North         East    Units  Estimated Accuracy
 DV1176;SPC AZ W     -   322,860.      191,420.      MT  (+/- 180 meters Scaled)
 DV1176
 DV1176                          SUPERSEDED SURVEY CONTROL
 DV1176
 DV1176  NGVD 29 (??/??/92)  302.79   (m)          993.4    (f) COMPUTED    2 0
 DV1176
 DV1176.Superseded values are not recommended for survey control.
 DV1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1176.See file dsdata.txt to determine how the superseded data were derived.
 DV1176
 DV1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC238563(NAD 83)
 DV1176_MARKER: R = RIVET
 DV1176_SETTING: 80 = SET IN A BOULDER
 DV1176_SP_SET: BOULDER
 DV1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1176+STABILITY: SURFACE MOTION
 DV1176
 DV1176  HISTORY     - Date     Condition        Report By
 DV1176  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1176  HISTORY     - 1948     MARK NOT FOUND   NGS
 DV1176
 DV1176                          STATION DESCRIPTION
 DV1176
 DV1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1176'1.8 MI SE FROM BOUSE.
 DV1176'1.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RWY., FROM
 DV1176'THE STATION AT BOUSE, ABOUT 176 YARDS (16 RAILS) NORTHWEST OF MILEPOST
 DV1176'78, 1-1/4 RAILS SOUTHEAST OF WOODEN BRIDGE 79 A, 37 FEET SOUTHWEST OF
 DV1176'THE CENTERLINE OF THE TRACK, 14 FEET SOUTHEAST OF A POLE, AND IN THE
 DV1176'TOP OF A SANDSTONE BOULDER.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0140 ***********************************************************************
 DU0140  DESIGNATION -  RV 34
 DU0140  PID         -  DU0140
 DU0140  STATE/COUNTY-  AZ/GILA
 DU0140  USGS QUAD   -  SAN CARLOS (1979)
 DU0140
 DU0140                         *CURRENT SURVEY CONTROL
 DU0140  ___________________________________________________________________
 DU0140* NAD 83(1986)-  33 20 46.     (N)    110 27 18.     (W)     SCALED    
 DU0140* NAVD 88     -       806.232  (meters)    2645.11   (feet)  ADJUSTED  
 DU0140  ___________________________________________________________________
 DU0140  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DU0140  DYNAMIC HT  -         805.162 (meters)    2641.60  (feet)  COMP
 DU0140  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 DU0140
 DU0140  VERT ORDER  -  FIRST     CLASS II
 DU0140
 DU0140.The horizontal coordinates were scaled from a topographic map and have
 DU0140.an estimated accuracy of +/- 6 seconds.
 DU0140
 DU0140.The orthometric height was determined by differential leveling
 DU0140.and adjusted in June 1991.
 DU0140
 DU0140.The geoid height was determined by GEOID03.
 DU0140
 DU0140.The dynamic height is computed by dividing the NAVD 88
 DU0140.geopotential number by the normal gravity value computed on the
 DU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0140.degrees latitude (g = 980.6199 gals.).
 DU0140
 DU0140.The modeled gravity was interpolated from observed gravity values.
 DU0140
 DU0140;                    North         East    Units  Estimated Accuracy
 DU0140;SPC AZ E     -   260,170.      186,520.      MT  (+/- 180 meters Scaled)
 DU0140
 DU0140                          SUPERSEDED SURVEY CONTROL
 DU0140
 DU0140  NGVD 29 (??/??/92)  805.655  (m)         2643.22   (f) ADJ UNCH    1 2
 DU0140
 DU0140.Superseded values are not recommended for survey control.
 DU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0140.See file dsdata.txt to determine how the superseded data were derived.
 DU0140
 DU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB507897(NAD 83)
 DU0140_MARKER: R = RIVET
 DU0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0140_SP_SET: PIER
 DU0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0140
 DU0140  HISTORY     - Date     Condition        Report By
 DU0140  HISTORY     - UNK      MONUMENTED       SPRR
 DU0140  HISTORY     - 1933     GOOD             NGS
 DU0140
 DU0140                          STATION DESCRIPTION
 DU0140
 DU0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0140'IN SAN CARLOS.
 DU0140'ON SOUTHERN PACIFIC RIGHT OF WAY, 9 FEET SOUTH OF RAILROAD CENTERLINE,
 DU0140'ON NORTH-WESTERLY FRONT PIER OF WATER TANK AT SAN CARLOS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0138 ***********************************************************************
 CG0138  DESIGNATION -  RV 340
 CG0138  PID         -  CG0138
 CG0138  STATE/COUNTY-  AZ/COCHISE
 CG0138  USGS QUAD   -  FAIRBANK (1952)
 CG0138
 CG0138                         *CURRENT SURVEY CONTROL
 CG0138  ___________________________________________________________________
 CG0138* NAD 83(1986)-  31 40 38.     (N)    110 10 59.     (W)     SCALED    
 CG0138* NAVD 88     -      1193.06   (+/-2cm)    3914.2    (feet)  VERTCON   
 CG0138  ___________________________________________________________________
 CG0138  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0138
 CG0138.The horizontal coordinates were scaled from a topographic map and have
 CG0138.an estimated accuracy of +/- 6 seconds.
 CG0138
 CG0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0138.The vertical order pertains to the NGVD 29 superseded value.
 CG0138
 CG0138.The geoid height was determined by GEOID03.
 CG0138
 CG0138;                    North         East    Units  Estimated Accuracy
 CG0138;SPC AZ E     -    75,080.      211,810.      MT  (+/- 180 meters Scaled)
 CG0138
 CG0138                          SUPERSEDED SURVEY CONTROL
 CG0138
 CG0138  NGVD 29 (??/??/92) 1192.256  (m)         3911.59   (f) ADJ UNCH    2 0
 CG0138
 CG0138.Superseded values are not recommended for survey control.
 CG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0138.See file dsdata.txt to determine how the superseded data were derived.
 CG0138
 CG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA774049(NAD 83)
 CG0138_MARKER: R = RIVET
 CG0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0138_SP_SET: ABUTMENT
 CG0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0138
 CG0138  HISTORY     - Date     Condition        Report By
 CG0138  HISTORY     - UNK      MONUMENTED       SPRR
 CG0138  HISTORY     - 1934     GOOD             NGS
 CG0138
 CG0138                          STATION DESCRIPTION
 CG0138
 CG0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0138'2.9 MI SE FROM FAIRBANK.
 CG0138'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0138'STATION AT FAIRBANK, COCHISE COUNTY, 3.4 MILES NORTHWEST OF
 CG0138'CHARLESTON, AT BRIDGE 1051.12, AND IN THE TOP OF THE NORTHWEST CORNER
 CG0138'OF A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0140 ***********************************************************************
 CG0140  DESIGNATION -  RV 341
 CG0140  PID         -  CG0140
 CG0140  STATE/COUNTY-  AZ/COCHISE
 CG0140  USGS QUAD   -  FAIRBANK (1952)
 CG0140
 CG0140                         *CURRENT SURVEY CONTROL
 CG0140  ___________________________________________________________________
 CG0140* NAD 83(1986)-  31 39 33.     (N)    110 10 33.     (W)     SCALED    
 CG0140* NAVD 88     -      1203.22   (+/-2cm)    3947.6    (feet)  VERTCON   
 CG0140  ___________________________________________________________________
 CG0140  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0140
 CG0140.The horizontal coordinates were scaled from a topographic map and have
 CG0140.an estimated accuracy of +/- 6 seconds.
 CG0140
 CG0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0140.The vertical order pertains to the NGVD 29 superseded value.
 CG0140
 CG0140.The geoid height was determined by GEOID03.
 CG0140
 CG0140;                    North         East    Units  Estimated Accuracy
 CG0140;SPC AZ E     -    73,080.      212,490.      MT  (+/- 180 meters Scaled)
 CG0140
 CG0140                          SUPERSEDED SURVEY CONTROL
 CG0140
 CG0140  NGVD 29 (??/??/92) 1202.419  (m)         3944.94   (f) ADJ UNCH    2 0
 CG0140
 CG0140.Superseded values are not recommended for survey control.
 CG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0140.See file dsdata.txt to determine how the superseded data were derived.
 CG0140
 CG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA781029(NAD 83)
 CG0140_MARKER: R = RIVET
 CG0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0140_SP_SET: ABUTMENT
 CG0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0140
 CG0140  HISTORY     - Date     Condition        Report By
 CG0140  HISTORY     - UNK      MONUMENTED       SPRR
 CG0140  HISTORY     - 1934     GOOD             NGS
 CG0140
 CG0140                          STATION DESCRIPTION
 CG0140
 CG0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0140'2.0 MI NW FROM CHARLESTON.
 CG0140'2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0140'STATION AT CHARLESTON, COCHISE COUNTY, AT BRIDGE 1052.46, AND IN THE
 CG0140'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0140'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0141 ***********************************************************************
 CG0141  DESIGNATION -  RV 342
 CG0141  PID         -  CG0141
 CG0141  STATE/COUNTY-  AZ/COCHISE
 CG0141  USGS QUAD   -  FAIRBANK (1952)
 CG0141
 CG0141                         *CURRENT SURVEY CONTROL
 CG0141  ___________________________________________________________________
 CG0141* NAD 83(1986)-  31 38 55.     (N)    110 10 32.     (W)     SCALED    
 CG0141* NAVD 88     -      1205.50   (+/-2cm)    3955.0    (feet)  VERTCON   
 CG0141  ___________________________________________________________________
 CG0141  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0141
 CG0141.The horizontal coordinates were scaled from a topographic map and have
 CG0141.an estimated accuracy of +/- 6 seconds.
 CG0141
 CG0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0141.The vertical order pertains to the NGVD 29 superseded value.
 CG0141
 CG0141.The geoid height was determined by GEOID03.
 CG0141
 CG0141;                    North         East    Units  Estimated Accuracy
 CG0141;SPC AZ E     -    71,910.      212,520.      MT  (+/- 180 meters Scaled)
 CG0141
 CG0141                          SUPERSEDED SURVEY CONTROL
 CG0141
 CG0141  NGVD 29 (??/??/92) 1204.697  (m)         3952.41   (f) ADJ UNCH    2 0
 CG0141
 CG0141.Superseded values are not recommended for survey control.
 CG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0141.See file dsdata.txt to determine how the superseded data were derived.
 CG0141
 CG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA781017(NAD 83)
 CG0141_MARKER: R = RIVET
 CG0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0141_SP_SET: BRIDGE
 CG0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0141
 CG0141  HISTORY     - Date     Condition        Report By
 CG0141  HISTORY     - UNK      MONUMENTED       SPRR
 CG0141  HISTORY     - 1934     GOOD             NGS
 CG0141
 CG0141                          STATION DESCRIPTION
 CG0141
 CG0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0141'1.3 MI NW FROM FAIRBANK.
 CG0141'1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0141'STATION AT CHARLESTON, COCHISE COUNTY, AT BRIDGE 1053.20 AND IN THE
 CG0141'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0141'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0143 ***********************************************************************
 CG0143  DESIGNATION -  RV 343
 CG0143  PID         -  CG0143
 CG0143  STATE/COUNTY-  AZ/COCHISE
 CG0143  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG0143
 CG0143                         *CURRENT SURVEY CONTROL
 CG0143  ___________________________________________________________________
 CG0143* NAD 83(1986)-  31 36 26.     (N)    110 09 17.     (W)     SCALED    
 CG0143* NAVD 88     -      1221.97   (+/-2cm)    4009.1    (feet)  VERTCON   
 CG0143  ___________________________________________________________________
 CG0143  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0143
 CG0143.The horizontal coordinates were scaled from a topographic map and have
 CG0143.an estimated accuracy of +/- 6 seconds.
 CG0143
 CG0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0143.The vertical order pertains to the NGVD 29 superseded value.
 CG0143
 CG0143.The geoid height was determined by GEOID03.
 CG0143
 CG0143;                    North         East    Units  Estimated Accuracy
 CG0143;SPC AZ E     -    67,320.      214,490.      MT  (+/- 180 meters Scaled)
 CG0143
 CG0143                          SUPERSEDED SURVEY CONTROL
 CG0143
 CG0143  NGVD 29 (??/??/92) 1221.165  (m)         4006.44   (f) ADJ UNCH    2 0
 CG0143
 CG0143.Superseded values are not recommended for survey control.
 CG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0143.See file dsdata.txt to determine how the superseded data were derived.
 CG0143
 CG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV801972(NAD 83)
 CG0143_MARKER: R = RIVET
 CG0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0143_SP_SET: ABUTMENT
 CG0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0143
 CG0143  HISTORY     - Date     Condition        Report By
 CG0143  HISTORY     - UNK      MONUMENTED       SPRR
 CG0143  HISTORY     - 1934     GOOD             NGS
 CG0143
 CG0143                          STATION DESCRIPTION
 CG0143
 CG0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0143'2.1 MI SE FROM CHARLESTON.
 CG0143'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0143'STATION AT CHARLESTON, COCHISE COUNTY, AT BRIDGE 1056.59 AND IN THE
 CG0143'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0143'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0171 ***********************************************************************
 CG0171  DESIGNATION -  RV 344
 CG0171  PID         -  CG0171
 CG0171  STATE/COUNTY-  AZ/COCHISE
 CG0171  USGS QUAD   -  HEREFORD (1983)
 CG0171
 CG0171                         *CURRENT SURVEY CONTROL
 CG0171  ___________________________________________________________________
 CG0171* NAD 83(1986)-  31 29 04.     (N)    110 06 45.     (W)     SCALED    
 CG0171* NAVD 88     -      1265.07   (+/-2cm)    4150.5    (feet)  VERTCON   
 CG0171  ___________________________________________________________________
 CG0171  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CG0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0171
 CG0171.The horizontal coordinates were scaled from a topographic map and have
 CG0171.an estimated accuracy of +/- 6 seconds.
 CG0171
 CG0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0171.The vertical order pertains to the NGVD 29 superseded value.
 CG0171
 CG0171.The geoid height was determined by GEOID03.
 CG0171
 CG0171;                    North         East    Units  Estimated Accuracy
 CG0171;SPC AZ E     -    53,710.      218,510.      MT  (+/- 180 meters Scaled)
 CG0171
 CG0171                          SUPERSEDED SURVEY CONTROL
 CG0171
 CG0171  NGVD 29 (??/??/92) 1264.223  (m)         4147.70   (f) ADJ UNCH    2 0
 CG0171
 CG0171.Superseded values are not recommended for survey control.
 CG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0171.See file dsdata.txt to determine how the superseded data were derived.
 CG0171
 CG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV842836(NAD 83)
 CG0171_MARKER: R = RIVET
 CG0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0171_SP_SET: ABUTMENT
 CG0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0171
 CG0171  HISTORY     - Date     Condition        Report By
 CG0171  HISTORY     - UNK      MONUMENTED       SPRR
 CG0171  HISTORY     - 1934     GOOD             NGS
 CG0171
 CG0171                          STATION DESCRIPTION
 CG0171
 CG0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0171'3.5 MI NW FROM HEREFORD.
 CG0171'3.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0171'STATION AT HEREFORD, COCHISE COUNTY, NEAR MILEAGE 1065.7, AND IN THE
 CG0171'TOP OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CG0171'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0175 ***********************************************************************
 CG0175  DESIGNATION -  RV 345
 CG0175  PID         -  CG0175
 CG0175  STATE/COUNTY-  AZ/COCHISE
 CG0175  USGS QUAD   -  HEREFORD (1983)
 CG0175
 CG0175                         *CURRENT SURVEY CONTROL
 CG0175  ___________________________________________________________________
 CG0175* NAD 83(1986)-  31 26 31.     (N)    110 05 56.     (W)     SCALED    
 CG0175* NAVD 88     -      1277.27   (+/-2cm)    4190.5    (feet)  VERTCON   
 CG0175  ___________________________________________________________________
 CG0175  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0175
 CG0175.The horizontal coordinates were scaled from a topographic map and have
 CG0175.an estimated accuracy of +/- 6 seconds.
 CG0175
 CG0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0175.The vertical order pertains to the NGVD 29 superseded value.
 CG0175
 CG0175.The geoid height was determined by GEOID03.
 CG0175
 CG0175;                    North         East    Units  Estimated Accuracy
 CG0175;SPC AZ E     -    49,000.      219,800.      MT  (+/- 180 meters Scaled)
 CG0175
 CG0175                          SUPERSEDED SURVEY CONTROL
 CG0175
 CG0175  NGVD 29 (??/??/92) 1276.414  (m)         4187.70   (f) ADJ UNCH    2 0
 CG0175
 CG0175.Superseded values are not recommended for survey control.
 CG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0175.See file dsdata.txt to determine how the superseded data were derived.
 CG0175
 CG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV856789(NAD 83)
 CG0175_MARKER: R = RIVET
 CG0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0175_SP_SET: ABUTMENT
 CG0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0175
 CG0175  HISTORY     - Date     Condition        Report By
 CG0175  HISTORY     - UNK      MONUMENTED       SPRR
 CG0175  HISTORY     - 1946     GOOD             NGS
 CG0175  HISTORY     - 20010422 POOR             NGS
 CG0175
 CG0175                          STATION DESCRIPTION
 CG0175
 CG0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CG0175'0.1 MI NW FROM HEREFORD.
 CG0175'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILORAD FROM THE
 CG0175'STATION AT HEREFORD, COCHISE COUNTY, AT BRIDGE 1068.76, AND IN THE TOP
 CG0175'OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD MONEL
 CG0175'METAL RIVET.
 CG0175
 CG0175                          STATION RECOVERY (2001)
 CG0175
 CG0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0175'THERE IS NO STATION AT HEREFORD AND RAILROAD IS NOW THE SAN PEDRO AND
 CG0175'SOUTHWESTERN.  STATION IS AT RR MILEPOST 40.  IT IS ON THE ABUTMENT AT
 CG0175'NORTHEAST CORNER OF BRIDGE.  TOP OF RIVET HAS BEEN DENTED, SO CARE
 CG0175'SHOULD TAKEN IN USING PUBLISHED ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0182 ***********************************************************************
 CG0182  DESIGNATION -  RV 346
 CG0182  PID         -  CG0182
 CG0182  STATE/COUNTY-  AZ/COCHISE
 CG0182  USGS QUAD   -  HEREFORD (1983)
 CG0182
 CG0182                         *CURRENT SURVEY CONTROL
 CG0182  ___________________________________________________________________
 CG0182* NAD 83(1986)-  31 24 52.     (N)    110 05 29.     (W)     SCALED    
 CG0182* NAVD 88     -      1300.11   (+/-2cm)    4265.4    (feet)  VERTCON   
 CG0182  ___________________________________________________________________
 CG0182  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CG0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0182
 CG0182.The horizontal coordinates were scaled from a topographic map and have
 CG0182.an estimated accuracy of +/- 6 seconds.
 CG0182
 CG0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0182.The vertical order pertains to the NGVD 29 superseded value.
 CG0182
 CG0182.The geoid height was determined by GEOID03.
 CG0182
 CG0182;                    North         East    Units  Estimated Accuracy
 CG0182;SPC AZ E     -    45,950.      220,520.      MT  (+/- 180 meters Scaled)
 CG0182
 CG0182                          SUPERSEDED SURVEY CONTROL
 CG0182
 CG0182  NGVD 29 (??/??/92) 1299.252  (m)         4262.63   (f) ADJ UNCH    2 0
 CG0182
 CG0182.Superseded values are not recommended for survey control.
 CG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0182.See file dsdata.txt to determine how the superseded data were derived.
 CG0182
 CG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV863758(NAD 83)
 CG0182_MARKER: R = RIVET
 CG0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0182_SP_SET: ABUTMENT
 CG0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0182+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 CG0182
 CG0182  HISTORY     - Date     Condition        Report By
 CG0182  HISTORY     - UNK      MONUMENTED       SPRR
 CG0182  HISTORY     - 1945     GOOD             NGS
 CG0182  HISTORY     - 20051105 GOOD             NGS
 CG0182
 CG0182                          STATION DESCRIPTION
 CG0182
 CG0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CG0182'1.9 MI S FROM HEREFORD.
 CG0182'ALONG THE SOUTHERN PACIFIC CO. RR, 1.9 MILES SOUTH OF THE STATION AT
 CG0182'HEREFORD, COCHISE CO., A MONEL METAL RIVET SET IN THE TOP OF THE EAST
 CG0182'END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 1070.74, 6.5 FEET EAST OF
 CG0182'THE EAST RAIL AND LEVEL WITH THE BASE OF THE RAIL.
 CG0182
 CG0182                          STATION RECOVERY (2005)
 CG0182
 CG0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG0182'RAILROAD IS NOW SAN PEDRO AND SOUTHWESTERN.  MARK IS 3.3 MILES NW
 CG0182'ALONG HEREFORD ROAD FROM ROUTE AZ 92.  BM T 80 IS ON S ABUTMENT OF
 CG0182'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0186 ***********************************************************************
 CG0186  DESIGNATION -  RV 347
 CG0186  PID         -  CG0186
 CG0186  STATE/COUNTY-  AZ/COCHISE
 CG0186  USGS QUAD   -  HEREFORD (1983)
 CG0186
 CG0186                         *CURRENT SURVEY CONTROL
 CG0186  ___________________________________________________________________
 CG0186* NAD 83(1986)-  31 22 36.     (N)    110 02 40.     (W)     SCALED    
 CG0186* NAVD 88     -      1336.21   (+/-2cm)    4383.9    (feet)  VERTCON   
 CG0186  ___________________________________________________________________
 CG0186  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0186
 CG0186.The horizontal coordinates were scaled from a topographic map and have
 CG0186.an estimated accuracy of +/- 6 seconds.
 CG0186
 CG0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0186.The vertical order pertains to the NGVD 29 superseded value.
 CG0186
 CG0186.The geoid height was determined by GEOID03.
 CG0186
 CG0186;                    North         East    Units  Estimated Accuracy
 CG0186;SPC AZ E     -    41,760.      224,990.      MT  (+/- 180 meters Scaled)
 CG0186
 CG0186                          SUPERSEDED SURVEY CONTROL
 CG0186
 CG0186  NGVD 29 (??/??/92) 1335.338  (m)         4381.02   (f) ADJ UNCH    2 0
 CG0186
 CG0186.Superseded values are not recommended for survey control.
 CG0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0186.See file dsdata.txt to determine how the superseded data were derived.
 CG0186
 CG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV908717(NAD 83)
 CG0186_MARKER: R = RIVET
 CG0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0186_SP_SET: ABUTMENT
 CG0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0186
 CG0186  HISTORY     - Date     Condition        Report By
 CG0186  HISTORY     - UNK      MONUMENTED       SPRR
 CG0186  HISTORY     - 1934     GOOD             NGS
 CG0186
 CG0186                          STATION DESCRIPTION
 CG0186
 CG0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0186'5.7 MI SE FROM HEREFORD.
 CG0186'5.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0186'STATION AT HEREFORD, COCHISE COUNTY, AT BRIDGE 1074.60, AND IN THE TOP
 CG0186'OF THE NORTHWEST END OF A CONCRETE ABUTMENT.  A STANDARD MONEL METAL
 CG0186'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0188 ***********************************************************************
 CG0188  DESIGNATION -  RV 348
 CG0188  PID         -  CG0188
 CG0188  STATE/COUNTY-  AZ/COCHISE
 CG0188  USGS QUAD   -  STARK (1952)
 CG0188
 CG0188                         *CURRENT SURVEY CONTROL
 CG0188  ___________________________________________________________________
 CG0188* NAD 83(1986)-  31 21 53.     (N)    110 00 16.     (W)     SCALED    
 CG0188* NAVD 88     -      1351.64   (+/-2cm)    4434.5    (feet)  VERTCON   
 CG0188  ___________________________________________________________________
 CG0188  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CG0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0188
 CG0188.The horizontal coordinates were scaled from a topographic map and have
 CG0188.an estimated accuracy of +/- 6 seconds.
 CG0188
 CG0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0188.The vertical order pertains to the NGVD 29 superseded value.
 CG0188
 CG0188.The geoid height was determined by GEOID03.
 CG0188
 CG0188;                    North         East    Units  Estimated Accuracy
 CG0188;SPC AZ E     -    40,450.      228,790.      MT  (+/- 180 meters Scaled)
 CG0188
 CG0188                          SUPERSEDED SURVEY CONTROL
 CG0188
 CG0188  NGVD 29 (??/??/92) 1350.774  (m)         4431.66   (f) ADJ UNCH    2 0
 CG0188
 CG0188.Superseded values are not recommended for survey control.
 CG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0188.See file dsdata.txt to determine how the superseded data were derived.
 CG0188
 CG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV946704(NAD 83)
 CG0188_MARKER: R = RIVET
 CG0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0188_SP_SET: ABUTMENT
 CG0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0188
 CG0188  HISTORY     - Date     Condition        Report By
 CG0188  HISTORY     - UNK      MONUMENTED       SPRR
 CG0188  HISTORY     - 1934     GOOD             NGS
 CG0188
 CG0188                          STATION DESCRIPTION
 CG0188
 CG0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CG0188'4.0 MI NW FROM NACO.
 CG0188'4.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0188'STATION AT NACO, COCHISE COUNTY, AT BRIDGE 1077.15, AND IN THE TOP OF
 CG0188'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD MONEL METAL
 CG0188'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0114 ***********************************************************************
 CF0114  DESIGNATION -  RV 349
 CF0114  PID         -  CF0114
 CF0114  STATE/COUNTY-  AZ/COCHISE
 CF0114  USGS QUAD   -  NACO (1958)
 CF0114
 CF0114                         *CURRENT SURVEY CONTROL
 CF0114  ___________________________________________________________________
 CF0114* NAD 83(1986)-  31 21 00.     (N)    109 58 36.     (W)     SCALED    
 CF0114* NAVD 88     -      1374.68   (+/-2cm)    4510.1    (feet)  VERTCON   
 CF0114  ___________________________________________________________________
 CF0114  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CF0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0114
 CF0114.The horizontal coordinates were scaled from a topographic map and have
 CF0114.an estimated accuracy of +/- 6 seconds.
 CF0114
 CF0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0114.The vertical order pertains to the NGVD 29 superseded value.
 CF0114
 CF0114.The geoid height was determined by GEOID03.
 CF0114
 CF0114;                    North         East    Units  Estimated Accuracy
 CF0114;SPC AZ E     -    38,820.      231,440.      MT  (+/- 180 meters Scaled)
 CF0114
 CF0114                          SUPERSEDED SURVEY CONTROL
 CF0114
 CF0114  NGVD 29 (??/??/92) 1373.822  (m)         4507.28   (f) ADJ UNCH    2 0
 CF0114
 CF0114.Superseded values are not recommended for survey control.
 CF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0114.See file dsdata.txt to determine how the superseded data were derived.
 CF0114
 CF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV973688(NAD 83)
 CF0114_MARKER: R = RIVET
 CF0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0114_SP_SET: ABUTMENT
 CF0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0114
 CF0114  HISTORY     - Date     Condition        Report By
 CF0114  HISTORY     - UNK      MONUMENTED       SPRR
 CF0114  HISTORY     - 1934     GOOD             NGS
 CF0114
 CF0114                          STATION DESCRIPTION
 CF0114
 CF0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0114'1.9 MI NW FROM NACO.
 CF0114'1.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0114'STATION AT NACO, COCHISE COUNTY, AT BRIDGE 1079.24, AND IN THE TOP OF
 CF0114'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL
 CF0114'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1178 ***********************************************************************
 DV1178  DESIGNATION -  RV 35
 DV1178  PID         -  DV1178
 DV1178  STATE/COUNTY-  AZ/LA PAZ
 DV1178  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1178
 DV1178                         *CURRENT SURVEY CONTROL
 DV1178  ___________________________________________________________________
 DV1178* NAD 83(1986)-  33 54 24.     (N)    113 58 53.     (W)     SCALED    
 DV1178* NAVD 88     -       304.68   (+/-2cm)     999.6    (feet)  VERTCON   
 DV1178  ___________________________________________________________________
 DV1178  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1178  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1178
 DV1178.The horizontal coordinates were scaled from a topographic map and have
 DV1178.an estimated accuracy of +/- 6 seconds.
 DV1178
 DV1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1178.The vertical order pertains to the NGVD 29 superseded value.
 DV1178
 DV1178.The geoid height was determined by GEOID03.
 DV1178
 DV1178;                    North         East    Units  Estimated Accuracy
 DV1178;SPC AZ W     -   322,340.      191,960.      MT  (+/- 180 meters Scaled)
 DV1178
 DV1178                          SUPERSEDED SURVEY CONTROL
 DV1178
 DV1178  NGVD 29 (??/??/92)  304.047  (m)          997.53   (f) ADJ UNCH    1 2
 DV1178
 DV1178.Superseded values are not recommended for survey control.
 DV1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1178.See file dsdata.txt to determine how the superseded data were derived.
 DV1178
 DV1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC243558(NAD 83)
 DV1178_MARKER: R = RIVET
 DV1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1178_SP_SET: CONCRETE BLANKET
 DV1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1178
 DV1178  HISTORY     - Date     Condition        Report By
 DV1178  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1178  HISTORY     - 1948     GOOD             NGS
 DV1178
 DV1178                          STATION DESCRIPTION
 DV1178
 DV1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1178'2.3 MI SE FROM BOUSE.
 DV1178'2.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RY. FROM
 DV1178'THE STATION AT BOUSE, 0.3 MILE SOUTHEAST OF MILEPOST 78, AT THE
 DV1178'NORTHWEST END OF BRIDGE 78 B, IN THE TOP OF THE TOE WALL OF A CONCRETE
 DV1178'BLANKET, 6 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 12 FEET
 DV1178'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0142 ***********************************************************************
 DU0142  DESIGNATION -  RV 35
 DU0142  PID         -  DU0142
 DU0142  STATE/COUNTY-  AZ/GILA
 DU0142  USGS QUAD   -  SAN CARLOS (1979)
 DU0142
 DU0142                         *CURRENT SURVEY CONTROL
 DU0142  ___________________________________________________________________
 DU0142* NAD 83(1986)-  33 21 11.     (N)    110 28 50.     (W)     SCALED    
 DU0142* NAVD 88     -       827.658  (meters)    2715.41   (feet)  ADJUSTED  
 DU0142  ___________________________________________________________________
 DU0142  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU0142  DYNAMIC HT  -         826.562 (meters)    2711.81  (feet)  COMP
 DU0142  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 DU0142
 DU0142  VERT ORDER  -  FIRST     CLASS II
 DU0142
 DU0142.The horizontal coordinates were scaled from a topographic map and have
 DU0142.an estimated accuracy of +/- 6 seconds.
 DU0142
 DU0142.The orthometric height was determined by differential leveling
 DU0142.and adjusted in June 1991.
 DU0142
 DU0142.The geoid height was determined by GEOID03.
 DU0142
 DU0142.The dynamic height is computed by dividing the NAVD 88
 DU0142.geopotential number by the normal gravity value computed on the
 DU0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0142.degrees latitude (g = 980.6199 gals.).
 DU0142
 DU0142.The modeled gravity was interpolated from observed gravity values.
 DU0142
 DU0142;                    North         East    Units  Estimated Accuracy
 DU0142;SPC AZ E     -   260,950.      184,150.      MT  (+/- 180 meters Scaled)
 DU0142
 DU0142                          SUPERSEDED SURVEY CONTROL
 DU0142
 DU0142  NGVD 29 (??/??/92)  827.085  (m)         2713.53   (f) ADJ UNCH    1 2
 DU0142
 DU0142.Superseded values are not recommended for survey control.
 DU0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0142.See file dsdata.txt to determine how the superseded data were derived.
 DU0142
 DU0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB483905(NAD 83)
 DU0142_MARKER: R = RIVET
 DU0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0142_SP_SET: CULVERT
 DU0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0142
 DU0142  HISTORY     - Date     Condition        Report By
 DU0142  HISTORY     - UNK      MONUMENTED       SPRR
 DU0142  HISTORY     - 1933     GOOD             NGS
 DU0142
 DU0142                          STATION DESCRIPTION
 DU0142
 DU0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0142'1.7 MI W FROM SAN CARLOS.
 DU0142'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.49 MILES EAST OF MILEPOST 1203, 17
 DU0142'FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0142'1202.51.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0117 ***********************************************************************
 CF0117  DESIGNATION -  RV 350
 CF0117  PID         -  CF0117
 CF0117  STATE/COUNTY-  AZ/COCHISE
 CF0117  USGS QUAD   -  NACO (1958)
 CF0117
 CF0117                         *CURRENT SURVEY CONTROL
 CF0117  ___________________________________________________________________
 CF0117* NAD 83(1986)-  31 20 20.     (N)    109 55 46.     (W)     SCALED    
 CF0117* NAVD 88     -      1397.88   (+/-2cm)    4586.2    (feet)  VERTCON   
 CF0117  ___________________________________________________________________
 CF0117  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CF0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0117
 CF0117.The horizontal coordinates were scaled from a topographic map and have
 CF0117.an estimated accuracy of +/- 6 seconds.
 CF0117
 CF0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0117.The vertical order pertains to the NGVD 29 superseded value.
 CF0117
 CF0117.The geoid height was determined by GEOID03.
 CF0117
 CF0117;                    North         East    Units  Estimated Accuracy
 CF0117;SPC AZ E     -    37,590.      235,930.      MT  (+/- 180 meters Scaled)
 CF0117
 CF0117                          SUPERSEDED SURVEY CONTROL
 CF0117
 CF0117  NGVD 29 (??/??/92) 1397.026  (m)         4583.41   (f) ADJ UNCH    2 0
 CF0117
 CF0117.Superseded values are not recommended for survey control.
 CF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0117.See file dsdata.txt to determine how the superseded data were derived.
 CF0117
 CF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV018676(NAD 83)
 CF0117_MARKER: R = RIVET
 CF0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0117_SP_SET: ABUTMENT
 CF0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0117
 CF0117  HISTORY     - Date     Condition        Report By
 CF0117  HISTORY     - UNK      MONUMENTED       SPRR
 CF0117  HISTORY     - 1934     GOOD             NGS
 CF0117
 CF0117                          STATION DESCRIPTION
 CF0117
 CF0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0117'1.2 MI E FROM NACO.
 CF0117'1.2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0117'STATION AT NACO, COCHISE COUNTY, AT BRIDGE 1082.25, AND IN THE TOP OF
 CF0117'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL
 CF0117'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0120 ***********************************************************************
 CF0120  DESIGNATION -  RV 351
 CF0120  PID         -  CF0120
 CF0120  STATE/COUNTY-  AZ/COCHISE
 CF0120  USGS QUAD   -  NACO (1958)
 CF0120
 CF0120                         *CURRENT SURVEY CONTROL
 CF0120  ___________________________________________________________________
 CF0120* NAD 83(1986)-  31 21 05.     (N)    109 53 10.     (W)     SCALED    
 CF0120* NAVD 88     -      1428.63   (+/-2cm)    4687.1    (feet)  VERTCON   
 CF0120  ___________________________________________________________________
 CF0120  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CF0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0120
 CF0120.The horizontal coordinates were scaled from a topographic map and have
 CF0120.an estimated accuracy of +/- 6 seconds.
 CF0120
 CF0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0120.The vertical order pertains to the NGVD 29 superseded value.
 CF0120
 CF0120.The geoid height was determined by GEOID03.
 CF0120
 CF0120;                    North         East    Units  Estimated Accuracy
 CF0120;SPC AZ E     -    38,990.      240,050.      MT  (+/- 180 meters Scaled)
 CF0120
 CF0120                          SUPERSEDED SURVEY CONTROL
 CF0120
 CF0120  NGVD 29 (??/??/92) 1427.779  (m)         4684.30   (f) ADJ UNCH    2 0
 CF0120
 CF0120.Superseded values are not recommended for survey control.
 CF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0120.See file dsdata.txt to determine how the superseded data were derived.
 CF0120
 CF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV059690(NAD 83)
 CF0120_MARKER: R = RIVET
 CF0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0120_SP_SET: FOUNDATION
 CF0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0120
 CF0120  HISTORY     - Date     Condition        Report By
 CF0120  HISTORY     - UNK      MONUMENTED       SPRR
 CF0120  HISTORY     - 1934     GOOD             NGS
 CF0120
 CF0120                          STATION DESCRIPTION
 CF0120
 CF0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0120'4.0 MI E FROM NACO.
 CF0120'4.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0120'STATION AT NACO, COCHISE COUNTY, AT BISBEE JUNCTION, 410 FEET WEST OF
 CF0120'THE TICKET OFFICE, AT A WATER COLUMN, AND IN THE TOP OF THE NORTHWEST
 CF0120'CORNER OF THE CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0121 ***********************************************************************
 CF0121  DESIGNATION -  RV 352
 CF0121  PID         -  CF0121
 CF0121  STATE/COUNTY-  AZ/COCHISE
 CF0121  USGS QUAD   -  BISBEE SE (1958)
 CF0121
 CF0121                         *CURRENT SURVEY CONTROL
 CF0121  ___________________________________________________________________
 CF0121* NAD 83(1986)-  31 21 14.     (N)    109 52 13.     (W)     SCALED    
 CF0121* NAVD 88     -      1417.18   (+/-2cm)    4649.5    (feet)  VERTCON   
 CF0121  ___________________________________________________________________
 CF0121  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CF0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0121
 CF0121.The horizontal coordinates were scaled from a topographic map and have
 CF0121.an estimated accuracy of +/- 6 seconds.
 CF0121
 CF0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0121.The vertical order pertains to the NGVD 29 superseded value.
 CF0121
 CF0121.The geoid height was determined by GEOID03.
 CF0121
 CF0121;                    North         East    Units  Estimated Accuracy
 CF0121;SPC AZ E     -    39,270.      241,560.      MT  (+/- 180 meters Scaled)
 CF0121
 CF0121                          SUPERSEDED SURVEY CONTROL
 CF0121
 CF0121  NGVD 29 (??/??/92) 1416.337  (m)         4646.77   (f) ADJ UNCH    2 0
 CF0121
 CF0121.Superseded values are not recommended for survey control.
 CF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0121.See file dsdata.txt to determine how the superseded data were derived.
 CF0121
 CF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV074693(NAD 83)
 CF0121_MARKER: R = RIVET
 CF0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0121_SP_SET: ABUTMENT
 CF0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0121
 CF0121  HISTORY     - Date     Condition        Report By
 CF0121  HISTORY     - UNK      MONUMENTED       SPRR
 CF0121  HISTORY     - 1934     GOOD             NGS
 CF0121
 CF0121                          STATION DESCRIPTION
 CF0121
 CF0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0121'5.0 MI E FROM NACO.
 CF0121'5.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0121'STATION AT NACO, COCHISE COUNTY, AT BRIDGE 1086.01, AND IN THE TOP OF
 CF0121'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL
 CF0121'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0124 ***********************************************************************
 CF0124  DESIGNATION -  RV 353
 CF0124  PID         -  CF0124
 CF0124  STATE/COUNTY-  AZ/COCHISE
 CF0124  USGS QUAD   -  BISBEE SE (1958)
 CF0124
 CF0124                         *CURRENT SURVEY CONTROL
 CF0124  ___________________________________________________________________
 CF0124* NAD 83(1986)-  31 20 28.     (N)    109 50 08.     (W)     SCALED    
 CF0124* NAVD 88     -      1398.76   (+/-2cm)    4589.1    (feet)  VERTCON   
 CF0124  ___________________________________________________________________
 CF0124  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CF0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0124
 CF0124.The horizontal coordinates were scaled from a topographic map and have
 CF0124.an estimated accuracy of +/- 6 seconds.
 CF0124
 CF0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0124.The vertical order pertains to the NGVD 29 superseded value.
 CF0124
 CF0124.The geoid height was determined by GEOID03.
 CF0124
 CF0124;                    North         East    Units  Estimated Accuracy
 CF0124;SPC AZ E     -    37,860.      244,870.      MT  (+/- 180 meters Scaled)
 CF0124
 CF0124                          SUPERSEDED SURVEY CONTROL
 CF0124
 CF0124  NGVD 29 (??/??/92) 1397.928  (m)         4586.37   (f) ADJ UNCH    2 0
 CF0124
 CF0124.Superseded values are not recommended for survey control.
 CF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0124.See file dsdata.txt to determine how the superseded data were derived.
 CF0124
 CF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV107679(NAD 83)
 CF0124_MARKER: R = RIVET
 CF0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0124_SP_SET: ABUTMENT
 CF0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0124
 CF0124  HISTORY     - Date     Condition        Report By
 CF0124  HISTORY     - UNK      MONUMENTED       SPRR
 CF0124  HISTORY     - 1934     GOOD             NGS
 CF0124  HISTORY     - 1958     GOOD             DOD
 CF0124
 CF0124                          STATION DESCRIPTION
 CF0124
 CF0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0124'7.2 MI E FROM NACO.
 CF0124'7.2 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0124'STATION AT NACO, COCHISE COUNTY, AT BRIDGE 1088.26, AND IN THE TOP OF
 CF0124'THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL
 CF0124'RIVET.  NOTE-- BM IS SET FLUSH IN HEADWALL.  AND IS 13 FEET NORTHEAST
 CF0124'OF CENTERLINE OF RAILROAD TRACK AND IS 3.0 FEET LOWER IN ELEVATION.
 CF0124
 CF0124                          STATION RECOVERY (1958)
 CF0124
 CF0124'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CF0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0127 ***********************************************************************
 CF0127  DESIGNATION -  RV 354
 CF0127  PID         -  CF0127
 CF0127  STATE/COUNTY-  AZ/COCHISE
 CF0127  USGS QUAD   -  BISBEE SE (1958)
 CF0127
 CF0127                         *CURRENT SURVEY CONTROL
 CF0127  ___________________________________________________________________
 CF0127* NAD 83(1986)-  31 20 48.     (N)    109 47 26.     (W)     SCALED    
 CF0127* NAVD 88     -      1350.63   (+/-2cm)    4431.2    (feet)  VERTCON   
 CF0127  ___________________________________________________________________
 CF0127  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0127
 CF0127.The horizontal coordinates were scaled from a topographic map and have
 CF0127.an estimated accuracy of +/- 6 seconds.
 CF0127
 CF0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0127.The vertical order pertains to the NGVD 29 superseded value.
 CF0127
 CF0127.The geoid height was determined by GEOID03.
 CF0127
 CF0127;                    North         East    Units  Estimated Accuracy
 CF0127;SPC AZ E     -    38,490.      249,150.      MT  (+/- 180 meters Scaled)
 CF0127
 CF0127                          SUPERSEDED SURVEY CONTROL
 CF0127
 CF0127  NGVD 29 (??/??/92) 1349.798  (m)         4428.46   (f) ADJ UNCH    2 0
 CF0127
 CF0127.Superseded values are not recommended for survey control.
 CF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0127.See file dsdata.txt to determine how the superseded data were derived.
 CF0127
 CF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV150686(NAD 83)
 CF0127_MARKER: R = RIVET
 CF0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0127_SP_SET: ABUTMENT
 CF0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0127
 CF0127  HISTORY     - Date     Condition        Report By
 CF0127  HISTORY     - UNK      MONUMENTED       SPRR
 CF0127  HISTORY     - 1934     GOOD             NGS
 CF0127
 CF0127                          STATION DESCRIPTION
 CF0127
 CF0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0127'10.5 MI E FROM NACO.
 CF0127'10.5 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0127'STATION AT NACO, COCHISE COUNTY, AT THE NORTHWEST CORNER OF BRIDGE
 CF0127'1091.47, AND IN THE TOP OF THE CONCRETE ABUTMENT.  A STANDARD
 CF0127'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0130 ***********************************************************************
 CF0130  DESIGNATION -  RV 355
 CF0130  PID         -  CF0130
 CF0130  STATE/COUNTY-  AZ/COCHISE
 CF0130  USGS QUAD   -  BISBEE SE (1958)
 CF0130
 CF0130                         *CURRENT SURVEY CONTROL
 CF0130  ___________________________________________________________________
 CF0130* NAD 83(1986)-  31 21 59.     (N)    109 45 46.     (W)     SCALED    
 CF0130* NAVD 88     -      1305.94   (+/-2cm)    4284.6    (feet)  VERTCON   
 CF0130  ___________________________________________________________________
 CF0130  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CF0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0130
 CF0130.The horizontal coordinates were scaled from a topographic map and have
 CF0130.an estimated accuracy of +/- 6 seconds.
 CF0130
 CF0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0130.The vertical order pertains to the NGVD 29 superseded value.
 CF0130
 CF0130.The geoid height was determined by GEOID03.
 CF0130
 CF0130;                    North         East    Units  Estimated Accuracy
 CF0130;SPC AZ E     -    40,690.      251,780.      MT  (+/- 180 meters Scaled)
 CF0130
 CF0130                          SUPERSEDED SURVEY CONTROL
 CF0130
 CF0130  NGVD 29 (??/??/92) 1305.115  (m)         4281.86   (f) ADJ UNCH    2 0
 CF0130
 CF0130.Superseded values are not recommended for survey control.
 CF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0130.See file dsdata.txt to determine how the superseded data were derived.
 CF0130
 CF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV176708(NAD 83)
 CF0130_MARKER: R = RIVET
 CF0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0130_SP_SET: ABUTMENT
 CF0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0130
 CF0130  HISTORY     - Date     Condition        Report By
 CF0130  HISTORY     - UNK      MONUMENTED       SPRR
 CF0130  HISTORY     - 1934     GOOD             NGS
 CF0130
 CF0130                          STATION DESCRIPTION
 CF0130
 CF0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0130'13.6 MI E FROM NACO.
 CF0130'13.6 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0130'STATION AT NACO, COCHISE COUNTY, 13.0 MILES WEST OF THE STATION AT
 CF0130'DOUGLAS, AT BRIDGE 1094.44, AND IN THE TOP OF THE NORTHWEST CORNER OF
 CF0130'A CONCRETE ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0132 ***********************************************************************
 CF0132  DESIGNATION -  RV 356
 CF0132  PID         -  CF0132
 CF0132  STATE/COUNTY-  AZ/COCHISE
 CF0132  USGS QUAD   -  PAUL SPUR (1957)
 CF0132
 CF0132                         *CURRENT SURVEY CONTROL
 CF0132  ___________________________________________________________________
 CF0132* NAD 83(1986)-  31 21 59.     (N)    109 43 35.     (W)     SCALED    
 CF0132* NAVD 88     -      1279.68   (+/-2cm)    4198.4    (feet)  VERTCON   
 CF0132  ___________________________________________________________________
 CF0132  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CF0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0132
 CF0132.The horizontal coordinates were scaled from a topographic map and have
 CF0132.an estimated accuracy of +/- 6 seconds.
 CF0132
 CF0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0132.The vertical order pertains to the NGVD 29 superseded value.
 CF0132
 CF0132.The geoid height was determined by GEOID03.
 CF0132
 CF0132;                    North         East    Units  Estimated Accuracy
 CF0132;SPC AZ E     -    40,700.      255,240.      MT  (+/- 180 meters Scaled)
 CF0132
 CF0132                          SUPERSEDED SURVEY CONTROL
 CF0132
 CF0132  NGVD 29 (??/??/92) 1278.856  (m)         4195.71   (f) ADJ UNCH    2 0
 CF0132
 CF0132.Superseded values are not recommended for survey control.
 CF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0132.See file dsdata.txt to determine how the superseded data were derived.
 CF0132
 CF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV211709(NAD 83)
 CF0132_MARKER: R = RIVET
 CF0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0132_SP_SET: FOUNDATION
 CF0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0132
 CF0132  HISTORY     - Date     Condition        Report By
 CF0132  HISTORY     - UNK      MONUMENTED       SPRR
 CF0132  HISTORY     - 1934     GOOD             NGS
 CF0132
 CF0132                          STATION DESCRIPTION
 CF0132
 CF0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0132'10.6 MI W FROM DOUGLAS.
 CF0132'10.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0132'STATION AT DOUGLAS, COCHISE COUNTY, AT THE FORREST SIDING, AT A WATER
 CF0132'COLUMN, AND IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 CF0132'FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0134 ***********************************************************************
 CF0134  DESIGNATION -  RV 357
 CF0134  PID         -  CF0134
 CF0134  STATE/COUNTY-  AZ/COCHISE
 CF0134  USGS QUAD   -  PAUL SPUR (1957)
 CF0134
 CF0134                         *CURRENT SURVEY CONTROL
 CF0134  ___________________________________________________________________
 CF0134* NAD 83(1986)-  31 21 57.     (N)    109 42 53.     (W)     SCALED    
 CF0134* NAVD 88     -      1274.02   (+/-2cm)    4179.8    (feet)  VERTCON   
 CF0134  ___________________________________________________________________
 CF0134  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CF0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0134
 CF0134.The horizontal coordinates were scaled from a topographic map and have
 CF0134.an estimated accuracy of +/- 6 seconds.
 CF0134
 CF0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0134.The vertical order pertains to the NGVD 29 superseded value.
 CF0134
 CF0134.The geoid height was determined by GEOID03.
 CF0134
 CF0134;                    North         East    Units  Estimated Accuracy
 CF0134;SPC AZ E     -    40,650.      256,350.      MT  (+/- 180 meters Scaled)
 CF0134
 CF0134                          SUPERSEDED SURVEY CONTROL
 CF0134
 CF0134  NGVD 29 (??/??/92) 1273.202  (m)         4177.16   (f) ADJ UNCH    2 0
 CF0134
 CF0134.Superseded values are not recommended for survey control.
 CF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0134.See file dsdata.txt to determine how the superseded data were derived.
 CF0134
 CF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV222708(NAD 83)
 CF0134_MARKER: R = RIVET
 CF0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0134_SP_SET: ABUTMENT
 CF0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0134
 CF0134  HISTORY     - Date     Condition        Report By
 CF0134  HISTORY     - UNK      MONUMENTED       SPRR
 CF0134  HISTORY     - 1934     GOOD             NGS
 CF0134  HISTORY     - 1958     MARK NOT FOUND   USGS
 CF0134
 CF0134                          STATION DESCRIPTION
 CF0134
 CF0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0134'9.9 MI W FROM DOUGLAS.
 CF0134'9.9 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0134'STATION AT DOUGLAS, COCHISE COUNTY, AT BRIDGE 1097.46, AND IN THE TOP
 CF0134'OF THE NORTHWEST CORNER OF THE WEST CONCRETE ABUTMENT.  A STANDARD
 CF0134'MONEL-METAL RIVET.  NOTE-- THERE HAS BEEN NEW CEMENT WORK DONE ON THIS
 CF0134'BRIDGE AND IT IS APPARENT THAT THE MONEL RIVET HAS BEEN COVERED UP.
 CF0134
 CF0134                          STATION RECOVERY (1958)
 CF0134
 CF0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CF0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0138 ***********************************************************************
 CF0138  DESIGNATION -  RV 358
 CF0138  PID         -  CF0138
 CF0138  STATE/COUNTY-  AZ/COCHISE
 CF0138  USGS QUAD   -  DOUGLAS (1978)
 CF0138
 CF0138                         *CURRENT SURVEY CONTROL
 CF0138  ___________________________________________________________________
 CF0138* NAD 83(1986)-  31 21 07.     (N)    109 35 12.     (W)     SCALED    
 CF0138* NAVD 88     -      1197.81   (+/-2cm)    3929.8    (feet)  VERTCON   
 CF0138  ___________________________________________________________________
 CF0138  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CF0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0138
 CF0138.The horizontal coordinates were scaled from a topographic map and have
 CF0138.an estimated accuracy of +/- 6 seconds.
 CF0138
 CF0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0138.The vertical order pertains to the NGVD 29 superseded value.
 CF0138
 CF0138.The geoid height was determined by GEOID03.
 CF0138
 CF0138;                    North         East    Units  Estimated Accuracy
 CF0138;SPC AZ E     -    39,160.      268,540.      MT  (+/- 180 meters Scaled)
 CF0138
 CF0138                          SUPERSEDED SURVEY CONTROL
 CF0138
 CF0138  NGVD 29 (??/??/92) 1197.004  (m)         3927.17   (f) ADJ UNCH    2 0
 CF0138
 CF0138.Superseded values are not recommended for survey control.
 CF0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0138.See file dsdata.txt to determine how the superseded data were derived.
 CF0138
 CF0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV344694(NAD 83)
 CF0138_MARKER: R = RIVET
 CF0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0138_SP_SET: ABUTMENT
 CF0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0138
 CF0138  HISTORY     - Date     Condition        Report By
 CF0138  HISTORY     - UNK      MONUMENTED       SPRR
 CF0138  HISTORY     - 1934     GOOD             NGS
 CF0138  HISTORY     - 1957     GOOD             DOD
 CF0138
 CF0138                          STATION DESCRIPTION
 CF0138
 CF0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0138'2.3 MI W FROM DOUGLAS.
 CF0138'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0138'STATION AT DOUGLAS, COCHISE COUNTY, AT BRIDGE 1105.07, AND IN THE TOP
 CF0138'OF THE NORTHWEST CORNER OF A CONCRETE ABUTMENT.  A STANDARD
 CF0138'MONEL-METAL RIVET.  NOTE-- R.R. BRIDGE IS OVERPASS OF ENTRANCE ROAD TO
 CF0138'PHELPS DODGE COPPER PLANT, AND MAY BE REACHED BY DRIVING WEST ON US
 CF0138'HIGHWAY NO. 80 FROM DOUGLAS FOR 2.3 MILES, THENCE, ABOUT 100 YARDS
 CF0138'SOUTH TO THE RAILROAD.
 CF0138
 CF0138                          STATION RECOVERY (1957)
 CF0138
 CF0138'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 CF0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0141 ***********************************************************************
 CF0141  DESIGNATION -  RV 359
 CF0141  PID         -  CF0141
 CF0141  STATE/COUNTY-  AZ/COCHISE
 CF0141  USGS QUAD   -  DOUGLAS (1978)
 CF0141
 CF0141                         *CURRENT SURVEY CONTROL
 CF0141  ___________________________________________________________________
 CF0141* NAD 83(1986)-  31 20 59.     (N)    109 33 16.     (W)     SCALED    
 CF0141* NAVD 88     -      1214.04   (+/-2cm)    3983.1    (feet)  VERTCON   
 CF0141  ___________________________________________________________________
 CF0141  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0141
 CF0141.The horizontal coordinates were scaled from a topographic map and have
 CF0141.an estimated accuracy of +/- 6 seconds.
 CF0141
 CF0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0141.The vertical order pertains to the NGVD 29 superseded value.
 CF0141
 CF0141.The geoid height was determined by GEOID03.
 CF0141
 CF0141;                    North         East    Units  Estimated Accuracy
 CF0141;SPC AZ E     -    38,930.      271,610.      MT  (+/- 180 meters Scaled)
 CF0141
 CF0141                          SUPERSEDED SURVEY CONTROL
 CF0141
 CF0141  NGVD 29 (??/??/92) 1213.228  (m)         3980.40   (f) ADJ UNCH    2 0
 CF0141
 CF0141.Superseded values are not recommended for survey control.
 CF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0141.See file dsdata.txt to determine how the superseded data were derived.
 CF0141
 CF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV375692(NAD 83)
 CF0141_MARKER: R = RIVET
 CF0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0141_SP_SET: FOUNDATION
 CF0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0141
 CF0141  HISTORY     - Date     Condition        Report By
 CF0141  HISTORY     - UNK      MONUMENTED       SPRR
 CF0141  HISTORY     - 1934     GOOD             NGS
 CF0141  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0141
 CF0141                          STATION DESCRIPTION
 CF0141
 CF0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0141'IN DOUGLAS.
 CF0141'AT DOUGLAS, COCHISE COUNTY, 0.1 MILE WEST OF THE SOUTHERN PACIFIC CO.
 CF0141'RAILROAD STATION, AT THE NORTHWEST CORNER OF THE DOUGLAS-E WATER
 CF0141'COLUMN, AND IN THE TOP OF THE CONCRETE FOUNDATION.  A STANDARD
 CF0141'MONEL-METAL RIVET.  NOTE-- IT APPEARS TO HAVE BEEN COVERED BY RECENT
 CF0141'CEMENTING OF THE COLUMN BASE.
 CF0141
 CF0141                          STATION RECOVERY (1957)
 CF0141
 CF0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1180 ***********************************************************************
 DV1180  DESIGNATION -  RV 36
 DV1180  PID         -  DV1180
 DV1180  STATE/COUNTY-  AZ/LA PAZ
 DV1180  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1180
 DV1180                         *CURRENT SURVEY CONTROL
 DV1180  ___________________________________________________________________
 DV1180* NAD 83(1986)-  33 53 43.     (N)    113 57 56.     (W)     SCALED    
 DV1180* NAVD 88     -       319.49   (+/-2cm)    1048.2    (feet)  VERTCON   
 DV1180  ___________________________________________________________________
 DV1180  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1180  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1180
 DV1180.The horizontal coordinates were scaled from a topographic map and have
 DV1180.an estimated accuracy of +/- 6 seconds.
 DV1180
 DV1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1180.The vertical order pertains to the NGVD 29 superseded value.
 DV1180
 DV1180.The geoid height was determined by GEOID03.
 DV1180
 DV1180;                    North         East    Units  Estimated Accuracy
 DV1180;SPC AZ W     -   321,070.      193,420.      MT  (+/- 180 meters Scaled)
 DV1180
 DV1180                          SUPERSEDED SURVEY CONTROL
 DV1180
 DV1180  NGVD 29 (??/??/92)  318.850  (m)         1046.09   (f) ADJ UNCH    1 2
 DV1180
 DV1180.Superseded values are not recommended for survey control.
 DV1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1180.See file dsdata.txt to determine how the superseded data were derived.
 DV1180
 DV1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC257545(NAD 83)
 DV1180_MARKER: R = RIVET
 DV1180_SETTING: 80 = SET IN A BOULDER
 DV1180_SP_SET: BOULDER
 DV1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1180+STABILITY: SURFACE MOTION
 DV1180
 DV1180  HISTORY     - Date     Condition        Report By
 DV1180  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1180  HISTORY     - 1948     GOOD             NGS
 DV1180
 DV1180                          STATION DESCRIPTION
 DV1180
 DV1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1180'3.5 MI SE FROM BOUSE.
 DV1180'3.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RY., FROM
 DV1180'THE STATION AT BOUSE, 5 FEET NORTHEAST OF MILEAGE 76.5, 33 FEET
 DV1180'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A RED
 DV1180'SANDSTONE BOULDER.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0143 ***********************************************************************
 DU0143  DESIGNATION -  RV 36
 DU0143  PID         -  DU0143
 DU0143  STATE/COUNTY-  AZ/GILA
 DU0143  USGS QUAD   -  SAN CARLOS (1979)
 DU0143
 DU0143                         *CURRENT SURVEY CONTROL
 DU0143  ___________________________________________________________________
 DU0143* NAD 83(1986)-  33 21 03.     (N)    110 29 46.     (W)     SCALED    
 DU0143* NAVD 88     -       843.960  (meters)    2768.89   (feet)  ADJUSTED  
 DU0143  ___________________________________________________________________
 DU0143  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DU0143  DYNAMIC HT  -         842.842 (meters)    2765.22  (feet)  COMP
 DU0143  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 DU0143
 DU0143  VERT ORDER  -  FIRST     CLASS II
 DU0143
 DU0143.The horizontal coordinates were scaled from a topographic map and have
 DU0143.an estimated accuracy of +/- 6 seconds.
 DU0143
 DU0143.The orthometric height was determined by differential leveling
 DU0143.and adjusted in June 1991.
 DU0143
 DU0143.The geoid height was determined by GEOID03.
 DU0143
 DU0143.The dynamic height is computed by dividing the NAVD 88
 DU0143.geopotential number by the normal gravity value computed on the
 DU0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0143.degrees latitude (g = 980.6199 gals.).
 DU0143
 DU0143.The modeled gravity was interpolated from observed gravity values.
 DU0143
 DU0143;                    North         East    Units  Estimated Accuracy
 DU0143;SPC AZ E     -   260,710.      182,700.      MT  (+/- 180 meters Scaled)
 DU0143
 DU0143                          SUPERSEDED SURVEY CONTROL
 DU0143
 DU0143  NGVD 29 (??/??/92)  843.386  (m)         2767.01   (f) ADJ UNCH    1 2
 DU0143
 DU0143.Superseded values are not recommended for survey control.
 DU0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0143.See file dsdata.txt to determine how the superseded data were derived.
 DU0143
 DU0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB468902(NAD 83)
 DU0143_MARKER: R = RIVET
 DU0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0143_SP_SET: RAIL
 DU0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0143
 DU0143  HISTORY     - Date     Condition        Report By
 DU0143  HISTORY     - UNK      MONUMENTED       SPRR
 DU0143  HISTORY     - 1933     GOOD             NGS
 DU0143
 DU0143                          STATION DESCRIPTION
 DU0143
 DU0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0143'2.7 MI W FROM SAN CARLOS.
 DU0143'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.45 MILES WEST OF MILEPOST 1203, 9
 DU0143'FEET SOUTH OF RAILROAD CENTER-LINE, ON DECK OF CONCRETE RAIL TOP
 DU0143'TRESTLE MARKED 1203.45.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0152 ***********************************************************************
 CF0152  DESIGNATION -  RV 360
 CF0152  PID         -  CF0152
 CF0152  STATE/COUNTY-  AZ/COCHISE
 CF0152  USGS QUAD   -  DOUGLAS NE (1978)
 CF0152
 CF0152                         *CURRENT SURVEY CONTROL
 CF0152  ___________________________________________________________________
 CF0152* NAD 83(1986)-  31 22 42.     (N)    109 31 15.     (W)     SCALED    
 CF0152* NAVD 88     -      1248.89   (+/-2cm)    4097.4    (feet)  VERTCON   
 CF0152  ___________________________________________________________________
 CF0152  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CF0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0152
 CF0152.The horizontal coordinates were scaled from a topographic map and have
 CF0152.an estimated accuracy of +/- 6 seconds.
 CF0152
 CF0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0152.The vertical order pertains to the NGVD 29 superseded value.
 CF0152
 CF0152.The geoid height was determined by GEOID03.
 CF0152
 CF0152;                    North         East    Units  Estimated Accuracy
 CF0152;SPC AZ E     -    42,120.      274,790.      MT  (+/- 180 meters Scaled)
 CF0152
 CF0152                          SUPERSEDED SURVEY CONTROL
 CF0152
 CF0152  NGVD 29 (??/??/92) 1248.067  (m)         4094.70   (f) ADJ UNCH    2 0
 CF0152
 CF0152.Superseded values are not recommended for survey control.
 CF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0152.See file dsdata.txt to determine how the superseded data were derived.
 CF0152
 CF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV406724(NAD 83)
 CF0152_MARKER: R = RIVET
 CF0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0152_SP_SET: ABUTMENT
 CF0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0152+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 CF0152
 CF0152  HISTORY     - Date     Condition        Report By
 CF0152  HISTORY     - UNK      MONUMENTED       SPRR
 CF0152  HISTORY     - 1934     GOOD             NGS
 CF0152  HISTORY     - 20050428 GOOD             TERRSV
 CF0152
 CF0152                          STATION DESCRIPTION
 CF0152
 CF0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CF0152'2.9 MI NE FROM DOUGLAS.
 CF0152'2.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0152'STATION AT DOUGLAS, COCHISE COUNTY, 0.1 MILE WEST OF MILEPOST 110, AT
 CF0152'BRIDGE 1109.90, AND IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 CF0152'ABUTMENT.  A STANDARD MONEL-METAL RIVET.
 CF0152
 CF0152                          STATION RECOVERY (2005)
 CF0152
 CF0152'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 CF0152'RECOVERED AS DESCRIBED. THE RAILROAD TRACKS HAVE BEEN REMOVED, BUT THE
 CF0152'BRIDGE IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0154 ***********************************************************************
 CF0154  DESIGNATION -  RV 361
 CF0154  PID         -  CF0154
 CF0154  STATE/COUNTY-  AZ/COCHISE
 CF0154  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0154
 CF0154                         *CURRENT SURVEY CONTROL
 CF0154  ___________________________________________________________________
 CF0154* NAD 83(1986)-  31 24 43.     (N)    109 29 59.     (W)     SCALED    
 CF0154* NAVD 88     -      1290.58   (+/-2cm)    4234.2    (feet)  VERTCON   
 CF0154  ___________________________________________________________________
 CF0154  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CF0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0154
 CF0154.The horizontal coordinates were scaled from a topographic map and have
 CF0154.an estimated accuracy of +/- 6 seconds.
 CF0154
 CF0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0154.The vertical order pertains to the NGVD 29 superseded value.
 CF0154
 CF0154.The geoid height was determined by GEOID03.
 CF0154
 CF0154;                    North         East    Units  Estimated Accuracy
 CF0154;SPC AZ E     -    45,860.      276,780.      MT  (+/- 180 meters Scaled)
 CF0154
 CF0154                          SUPERSEDED SURVEY CONTROL
 CF0154
 CF0154  NGVD 29 (??/??/92) 1289.742  (m)         4231.43   (f) ADJ UNCH    2 0
 CF0154
 CF0154.Superseded values are not recommended for survey control.
 CF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0154.See file dsdata.txt to determine how the superseded data were derived.
 CF0154
 CF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV426762(NAD 83)
 CF0154_MARKER: R = RIVET
 CF0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0154_SP_SET: ABUTMENT
 CF0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0154
 CF0154  HISTORY     - Date     Condition        Report By
 CF0154  HISTORY     - UNK      MONUMENTED       SPRR
 CF0154  HISTORY     - 1935     GOOD             NGS
 CF0154  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0154
 CF0154                          STATION DESCRIPTION
 CF0154
 CF0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0154'5.6 MI NE FROM DOUGLAS.
 CF0154'5.6 MI. N.E. OF DEPOT ALONG THE S.P.R.R., IN MILE ZONE 1112.  SET IN
 CF0154'THE NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF BRIDGE NO. 1112.54.
 CF0154
 CF0154                          STATION RECOVERY (1957)
 CF0154
 CF0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0100 ***********************************************************************
 CF0100  DESIGNATION -  RV 362
 CF0100  PID         -  CF0100
 CF0100  STATE/COUNTY-  AZ/COCHISE
 CF0100  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0100
 CF0100                         *CURRENT SURVEY CONTROL
 CF0100  ___________________________________________________________________
 CF0100* NAD 83(1986)-  31 26 02.     (N)    109 29 23.     (W)     SCALED    
 CF0100* NAVD 88     -      1319.21   (+/-2cm)    4328.1    (feet)  VERTCON   
 CF0100  ___________________________________________________________________
 CF0100  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CF0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0100
 CF0100.The horizontal coordinates were scaled from a topographic map and have
 CF0100.an estimated accuracy of +/- 6 seconds.
 CF0100
 CF0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0100.The vertical order pertains to the NGVD 29 superseded value.
 CF0100
 CF0100.The geoid height was determined by GEOID03.
 CF0100
 CF0100;                    North         East    Units  Estimated Accuracy
 CF0100;SPC AZ E     -    48,300.      277,710.      MT  (+/- 180 meters Scaled)
 CF0100
 CF0100                          SUPERSEDED SURVEY CONTROL
 CF0100
 CF0100  NGVD 29 (??/??/92) 1318.357  (m)         4325.31   (f) ADJ UNCH    2 0
 CF0100
 CF0100.Superseded values are not recommended for survey control.
 CF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0100.See file dsdata.txt to determine how the superseded data were derived.
 CF0100
 CF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV435786(NAD 83)
 CF0100_MARKER: R = RIVET
 CF0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0100_SP_SET: ABUTMENT
 CF0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0100
 CF0100  HISTORY     - Date     Condition        Report By
 CF0100  HISTORY     - UNK      MONUMENTED       SPRR
 CF0100  HISTORY     - 1935     GOOD             NGS
 CF0100  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0100
 CF0100                          STATION DESCRIPTION
 CF0100
 CF0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0100'7.4 MI NE FROM DOUGLAS.
 CF0100'7.4 MI. N E. OF DEPOT ALONG THE S.P.R.R., IN MILE ZONE 1114.  SET IN
 CF0100'THE NORTH WEST CORNER OF CONCRETE ABUTMENT OF BRIDGE NO. 1114.36.
 CF0100
 CF0100                          STATION RECOVERY (1957)
 CF0100
 CF0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0104 ***********************************************************************
 CF0104  DESIGNATION -  RV 363
 CF0104  PID         -  CF0104
 CF0104  STATE/COUNTY-  AZ/COCHISE
 CF0104  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0104
 CF0104                         *CURRENT SURVEY CONTROL
 CF0104  ___________________________________________________________________
 CF0104* NAD 83(1986)-  31 29 21.     (N)    109 26 17.     (W)     SCALED    
 CF0104* NAVD 88     -      1405.20   (+/-2cm)    4610.2    (feet)  VERTCON   
 CF0104  ___________________________________________________________________
 CF0104  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CF0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0104
 CF0104.The horizontal coordinates were scaled from a topographic map and have
 CF0104.an estimated accuracy of +/- 6 seconds.
 CF0104
 CF0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0104.The vertical order pertains to the NGVD 29 superseded value.
 CF0104
 CF0104.The geoid height was determined by GEOID03.
 CF0104
 CF0104;                    North         East    Units  Estimated Accuracy
 CF0104;SPC AZ E     -    54,460.      282,580.      MT  (+/- 180 meters Scaled)
 CF0104
 CF0104                          SUPERSEDED SURVEY CONTROL
 CF0104
 CF0104  NGVD 29 (??/??/92) 1404.322  (m)         4607.35   (f) ADJ UNCH    2 0
 CF0104
 CF0104.Superseded values are not recommended for survey control.
 CF0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0104.See file dsdata.txt to determine how the superseded data were derived.
 CF0104
 CF0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV483848(NAD 83)
 CF0104_MARKER: R = RIVET
 CF0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0104_SP_SET: ABUTMENT
 CF0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0104
 CF0104  HISTORY     - Date     Condition        Report By
 CF0104  HISTORY     - UNK      MONUMENTED       SPRR
 CF0104  HISTORY     - 1935     GOOD             NGS
 CF0104  HISTORY     - 1980     GOOD             USGS
 CF0104
 CF0104                          STATION DESCRIPTION
 CF0104
 CF0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0104'13.1 MI NE FROM DOUGLAS.
 CF0104'13.1 MI. NE. OF DEPOT ALONG THE S.P.R.R., IN MILE ZONE 1120.  SET IN
 CF0104'THE NORTHWEST CORNER OF CONCRETE ABUTMENT OF BRIDGE NO. 1120.03.
 CF0104
 CF0104                          STATION RECOVERY (1980)
 CF0104
 CF0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0104'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0104'HWY 80 8.45 MI. TO A RD NW. TURN AND GO NW 0.2 MI. TO OLD RR GRADE,
 CF0104'0.1 MI. NE ALONG OLD RR GRADE TO A BRIDGE, A STANDARD MONEL-METEL
 CF0104'RIVET SET IN THE SW CORNER OF THE SW HEADWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0109 ***********************************************************************
 CF0109  DESIGNATION -  RV 364
 CF0109  PID         -  CF0109
 CF0109  STATE/COUNTY-  AZ/COCHISE
 CF0109  USGS QUAD   -  CINDER HILL (1985)
 CF0109
 CF0109                         *CURRENT SURVEY CONTROL
 CF0109  ___________________________________________________________________
 CF0109* NAD 83(1986)-  31 27 36.     (N)    109 22 27.     (W)     SCALED    
 CF0109* NAVD 88     -      1347.17   (+/-2cm)    4419.8    (feet)  VERTCON   
 CF0109  ___________________________________________________________________
 CF0109  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CF0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0109
 CF0109.The horizontal coordinates were scaled from a topographic map and have
 CF0109.an estimated accuracy of +/- 6 seconds.
 CF0109
 CF0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0109.The vertical order pertains to the NGVD 29 superseded value.
 CF0109
 CF0109.The geoid height was determined by GEOID03.
 CF0109
 CF0109;                    North         East    Units  Estimated Accuracy
 CF0109;SPC AZ E     -    51,270.      288,680.      MT  (+/- 180 meters Scaled)
 CF0109
 CF0109                          SUPERSEDED SURVEY CONTROL
 CF0109
 CF0109  NGVD 29 (??/??/92) 1346.306  (m)         4417.01   (f) ADJ UNCH    2 0
 CF0109
 CF0109.Superseded values are not recommended for survey control.
 CF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0109.See file dsdata.txt to determine how the superseded data were derived.
 CF0109
 CF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV544817(NAD 83)
 CF0109_MARKER: R = RIVET
 CF0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0109_SP_SET: BRIDGE
 CF0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0109
 CF0109  HISTORY     - Date     Condition        Report By
 CF0109  HISTORY     - UNK      MONUMENTED       SPRR
 CF0109  HISTORY     - 1935     GOOD             NGS
 CF0109  HISTORY     - 1980     GOOD             USGS
 CF0109
 CF0109                          STATION DESCRIPTION
 CF0109
 CF0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0109'18.2 MI NE FROM DOUGLAS.
 CF0109'18.2 MI. NE. OF DEPOT ALONG THE S.P.R.R., IN MILE ZONE 1125.  SET IN
 CF0109'THE W. END OF THE N. HEADWALL OF BRIDGE NO. 1125.03.  0.03 EAST OF
 CF0109'MILEPOST 1125.
 CF0109
 CF0109                          STATION RECOVERY (1980)
 CF0109
 CF0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0109'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0109'HWY 80 12.9 MI. TO HWY AT CONCRETE CULV. FROM HERE WALK APPROX 160
 CF0109'FT. NW TO OLD RR GRADE AT BRIDGE. A STANDARD MONEL-METAL RIVET SET IN
 CF0109'THE NW CORNER OF THE N HEADWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0066 ***********************************************************************
 CF0066  DESIGNATION -  RV 366
 CF0066  PID         -  CF0066
 CF0066  STATE/COUNTY-  AZ/COCHISE
 CF0066  USGS QUAD   -  CINDER HILL (1985)
 CF0066
 CF0066                         *CURRENT SURVEY CONTROL
 CF0066  ___________________________________________________________________
 CF0066* NAD 83(1986)-  31 29 59.     (N)    109 19 28.     (W)     SCALED    
 CF0066* NAVD 88     -      1368.01   (+/-2cm)    4488.2    (feet)  VERTCON   
 CF0066  ___________________________________________________________________
 CF0066  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CF0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0066
 CF0066.The horizontal coordinates were scaled from a topographic map and have
 CF0066.an estimated accuracy of +/- 6 seconds.
 CF0066
 CF0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0066.The vertical order pertains to the NGVD 29 superseded value.
 CF0066
 CF0066.The geoid height was determined by GEOID03.
 CF0066
 CF0066;                    North         East    Units  Estimated Accuracy
 CF0066;SPC AZ E     -    55,710.      293,370.      MT  (+/- 180 meters Scaled)
 CF0066
 CF0066                          SUPERSEDED SURVEY CONTROL
 CF0066
 CF0066  NGVD 29 (??/??/92) 1367.144  (m)         4485.37   (f) ADJ UNCH    2 0
 CF0066
 CF0066.Superseded values are not recommended for survey control.
 CF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0066.See file dsdata.txt to determine how the superseded data were derived.
 CF0066
 CF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV591862(NAD 83)
 CF0066_MARKER: R = RIVET
 CF0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0066_SP_SET: BRIDGE
 CF0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0066
 CF0066  HISTORY     - Date     Condition        Report By
 CF0066  HISTORY     - UNK      MONUMENTED       SPRR
 CF0066  HISTORY     - 1935     GOOD             NGS
 CF0066
 CF0066                          STATION DESCRIPTION
 CF0066
 CF0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0066'17.9 MI SW FROM APACHE.
 CF0066'17.9 MI. SW. OF DEPOT ALONG THE S.P.R.R., IN
 CF0066'MILE ZONE 1129.  SET IN THE W. SIDE OF THE N. HEADWALL OF BRIDGE NO.
 CF0066'1129.36.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0070 ***********************************************************************
 CF0070  DESIGNATION -  RV 367
 CF0070  PID         -  CF0070
 CF0070  STATE/COUNTY-  AZ/COCHISE
 CF0070  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0070
 CF0070                         *CURRENT SURVEY CONTROL
 CF0070  ___________________________________________________________________
 CF0070* NAD 83(1986)-  31 34 56.     (N)    109 15 09.     (W)     SCALED    
 CF0070* NAVD 88     -      1413.44   (+/-2cm)    4637.3    (feet)  VERTCON   
 CF0070  ___________________________________________________________________
 CF0070  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CF0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0070
 CF0070.The horizontal coordinates were scaled from a topographic map and have
 CF0070.an estimated accuracy of +/- 6 seconds.
 CF0070
 CF0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0070.The vertical order pertains to the NGVD 29 superseded value.
 CF0070
 CF0070.The geoid height was determined by GEOID03.
 CF0070
 CF0070;                    North         East    Units  Estimated Accuracy
 CF0070;SPC AZ E     -    64,910.      300,130.      MT  (+/- 180 meters Scaled)
 CF0070
 CF0070                          SUPERSEDED SURVEY CONTROL
 CF0070
 CF0070  NGVD 29 (??/??/92) 1412.554  (m)         4634.35   (f) ADJ UNCH    2 0
 CF0070
 CF0070.Superseded values are not recommended for survey control.
 CF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0070.See file dsdata.txt to determine how the superseded data were derived.
 CF0070
 CF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV658954(NAD 83)
 CF0070_MARKER: R = RIVET
 CF0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0070_SP_SET: BRIDGE
 CF0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0070
 CF0070  HISTORY     - Date     Condition        Report By
 CF0070  HISTORY     - UNK      MONUMENTED       SPRR
 CF0070  HISTORY     - 1935     GOOD             NGS
 CF0070  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0070
 CF0070                          STATION DESCRIPTION
 CF0070
 CF0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0070'10.6 MI SW FROM APACHE.
 CF0070'10.6 MI. SW. OF DEPOT ALONG THE S.P.R.R., IN MILE ZONE 1136.  SET IN
 CF0070'THE CONC. IN THE NORTHWEST WING WALL OF BRIDGE NO. 1136.61.
 CF0070
 CF0070                          STATION RECOVERY (1957)
 CF0070
 CF0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0072 ***********************************************************************
 CF0072  DESIGNATION -  RV 368
 CF0072  PID         -  CF0072
 CF0072  STATE/COUNTY-  AZ/COCHISE
 CF0072  USGS QUAD   -  PARAMORE CRATER (1987)
 CF0072
 CF0072                         *CURRENT SURVEY CONTROL
 CF0072  ___________________________________________________________________
 CF0072* NAD 83(1986)-  31 35 42.     (N)    109 14 21.     (W)     SCALED    
 CF0072* NAVD 88     -      1424.24   (+/-2cm)    4672.7    (feet)  VERTCON   
 CF0072  ___________________________________________________________________
 CF0072  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CF0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0072
 CF0072.The horizontal coordinates were scaled from a topographic map and have
 CF0072.an estimated accuracy of +/- 6 seconds.
 CF0072
 CF0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0072.The vertical order pertains to the NGVD 29 superseded value.
 CF0072
 CF0072.The geoid height was determined by GEOID03.
 CF0072
 CF0072;                    North         East    Units  Estimated Accuracy
 CF0072;SPC AZ E     -    66,340.      301,380.      MT  (+/- 180 meters Scaled)
 CF0072
 CF0072                          SUPERSEDED SURVEY CONTROL
 CF0072
 CF0072  NGVD 29 (??/??/92) 1423.348  (m)         4669.77   (f) ADJ UNCH    2 0
 CF0072
 CF0072.Superseded values are not recommended for survey control.
 CF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0072.See file dsdata.txt to determine how the superseded data were derived.
 CF0072
 CF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV670968(NAD 83)
 CF0072_MARKER: R = RIVET
 CF0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0072_SP_SET: ABUTMENT
 CF0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0072
 CF0072  HISTORY     - Date     Condition        Report By
 CF0072  HISTORY     - UNK      MONUMENTED       SPRR
 CF0072  HISTORY     - 1935     GOOD             NGS
 CF0072  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0072
 CF0072                          STATION DESCRIPTION
 CF0072
 CF0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0072'9.3 MI SW FROM APACHE.
 CF0072'9.3 MI. SW. OF DEPOT ALONG THE S. P. R. R., IN MILE ZONE 1137.  SET IN
 CF0072'CONCRETE ABUTMENT OF NORTHWEST CORNER OF BRIDGE NO. 1137.88.
 CF0072
 CF0072                          STATION RECOVERY (1957)
 CF0072
 CF0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1182 ***********************************************************************
 DV1182  DESIGNATION -  RV 37
 DV1182  PID         -  DV1182
 DV1182  STATE/COUNTY-  AZ/LA PAZ
 DV1182  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1182
 DV1182                         *CURRENT SURVEY CONTROL
 DV1182  ___________________________________________________________________
 DV1182* NAD 83(1986)-  33 53 04.     (N)    113 57 02.     (W)     SCALED    
 DV1182* NAVD 88     -       328.62   (+/-2cm)    1078.1    (feet)  VERTCON   
 DV1182  ___________________________________________________________________
 DV1182  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1182  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1182
 DV1182.The horizontal coordinates were scaled from a topographic map and have
 DV1182.an estimated accuracy of +/- 6 seconds.
 DV1182
 DV1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1182.The vertical order pertains to the NGVD 29 superseded value.
 DV1182
 DV1182.The geoid height was determined by GEOID03.
 DV1182
 DV1182;                    North         East    Units  Estimated Accuracy
 DV1182;SPC AZ W     -   319,870.      194,810.      MT  (+/- 180 meters Scaled)
 DV1182
 DV1182                          SUPERSEDED SURVEY CONTROL
 DV1182
 DV1182  NGVD 29 (??/??/92)  327.976  (m)         1076.03   (f) ADJ UNCH    1 2
 DV1182
 DV1182.Superseded values are not recommended for survey control.
 DV1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1182.See file dsdata.txt to determine how the superseded data were derived.
 DV1182
 DV1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC271532(NAD 83)
 DV1182_MARKER: R = RIVET
 DV1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1182_SP_SET: PIER
 DV1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1182
 DV1182  HISTORY     - Date     Condition        Report By
 DV1182  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1182  HISTORY     - 1948     GOOD             NGS
 DV1182
 DV1182                          STATION DESCRIPTION
 DV1182
 DV1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1182'4.7 MI SE FROM BOUSE.
 DV1182'4.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RY., FROM
 DV1182'THE STATION AT BOUSE, 0.4 MILE NORTHWEST OF MILEPOST 75, AT WOODEN
 DV1182'BRIDGE 76 A, IN THE TOP OF THE SOUTHWEST END OF CONCRETE PIER 2 FROM
 DV1182'THE SOUTHEAST END, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 DV1182'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0210 ***********************************************************************
 DU0210  DESIGNATION -  RV 37
 DU0210  PID         -  DU0210
 DU0210  STATE/COUNTY-  AZ/GILA
 DU0210  USGS QUAD   -  BUCKET MTN (1965)
 DU0210
 DU0210                         *CURRENT SURVEY CONTROL
 DU0210  ___________________________________________________________________
 DU0210* NAD 83(1986)-  33 21 48.     (N)    110 32 07.     (W)     SCALED    
 DU0210* NAVD 88     -       871.011  (meters)    2857.64   (feet)  ADJUSTED  
 DU0210  ___________________________________________________________________
 DU0210  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DU0210  DYNAMIC HT  -         869.856 (meters)    2853.85  (feet)  COMP
 DU0210  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 DU0210
 DU0210  VERT ORDER  -  FIRST     CLASS II
 DU0210
 DU0210.The horizontal coordinates were scaled from a topographic map and have
 DU0210.an estimated accuracy of +/- 6 seconds.
 DU0210
 DU0210.The orthometric height was determined by differential leveling
 DU0210.and adjusted in June 1991.
 DU0210
 DU0210.The geoid height was determined by GEOID03.
 DU0210
 DU0210.The dynamic height is computed by dividing the NAVD 88
 DU0210.geopotential number by the normal gravity value computed on the
 DU0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0210.degrees latitude (g = 980.6199 gals.).
 DU0210
 DU0210.The modeled gravity was interpolated from observed gravity values.
 DU0210
 DU0210;                    North         East    Units  Estimated Accuracy
 DU0210;SPC AZ E     -   262,110.      179,060.      MT  (+/- 180 meters Scaled)
 DU0210
 DU0210                          SUPERSEDED SURVEY CONTROL
 DU0210
 DU0210  NGVD 29 (??/??/92)  870.435  (m)         2855.75   (f) ADJ UNCH    1 2
 DU0210
 DU0210.Superseded values are not recommended for survey control.
 DU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0210.See file dsdata.txt to determine how the superseded data were derived.
 DU0210
 DU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB432916(NAD 83)
 DU0210_MARKER: R = RIVET
 DU0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0210_SP_SET: CULVERT
 DU0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0210
 DU0210  HISTORY     - Date     Condition        Report By
 DU0210  HISTORY     - UNK      MONUMENTED       SPRR
 DU0210  HISTORY     - 1933     GOOD             NGS
 DU0210
 DU0210                          STATION DESCRIPTION
 DU0210
 DU0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0210'4.9 MI W FROM SAN CARLOS.
 DU0210'ON SOUTHERN PACIFIC RIGHT OF WAY, 1200 FEET EAST OF MILE-POST 1206, 18
 DU0210'FEET SOUTH OF RAILROAD CENTERLINE, ON DECK OF CONCRETE ARCH CULVERT
 DU0210'MARKED 1205.77.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0079 ***********************************************************************
 CF0079  DESIGNATION -  RV 370
 CF0079  PID         -  CF0079
 CF0079  STATE/COUNTY-  AZ/COCHISE
 CF0079  USGS QUAD   -  APACHE (1987)
 CF0079
 CF0079                         *CURRENT SURVEY CONTROL
 CF0079  ___________________________________________________________________
 CF0079* NAD 83(1986)-  31 41 27.     (N)    109 07 56.     (W)     SCALED    
 CF0079* NAVD 88     -      1336.49   (+/-2cm)    4384.8    (feet)  VERTCON   
 CF0079  ___________________________________________________________________
 CF0079  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0079
 CF0079.The horizontal coordinates were scaled from a topographic map and have
 CF0079.an estimated accuracy of +/- 6 seconds.
 CF0079
 CF0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0079.The vertical order pertains to the NGVD 29 superseded value.
 CF0079
 CF0079.The geoid height was determined by GEOID03.
 CF0079
 CF0079;                    North         East    Units  Estimated Accuracy
 CF0079;SPC AZ E     -    77,050.      311,430.      MT  (+/- 180 meters Scaled)
 CF0079
 CF0079                          SUPERSEDED SURVEY CONTROL
 CF0079
 CF0079  NGVD 29 (??/??/92) 1335.624  (m)         4381.96   (f) ADJ UNCH    2 0
 CF0079
 CF0079.Superseded values are not recommended for survey control.
 CF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0079.See file dsdata.txt to determine how the superseded data were derived.
 CF0079
 CF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA770076(NAD 83)
 CF0079_MARKER: R = RIVET
 CF0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0079_SP_SET: ABUTMENT
 CF0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0079
 CF0079  HISTORY     - Date     Condition        Report By
 CF0079  HISTORY     - UNK      MONUMENTED       SPRR
 CF0079  HISTORY     - 1935     GOOD             NGS
 CF0079
 CF0079                          STATION DESCRIPTION
 CF0079
 CF0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0079'IN APACHE.
 CF0079'SET IN THE NORTHWEST END OF CONCRETE ABUTMENT OF BRIDGE NO. 1147.05.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0083 ***********************************************************************
 CF0083  DESIGNATION -  RV 371
 CF0083  PID         -  CF0083
 CF0083  STATE/COUNTY-  AZ/COCHISE
 CF0083  USGS QUAD   -  RODEO (1987)
 CF0083
 CF0083                         *CURRENT SURVEY CONTROL
 CF0083  ___________________________________________________________________
 CF0083* NAD 83(1986)-  31 46 00.     (N)    109 04 46.     (W)     SCALED    
 CF0083* NAVD 88     -      1298.85   (+/-2cm)    4261.3    (feet)  VERTCON   
 CF0083  ___________________________________________________________________
 CF0083  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CF0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0083
 CF0083.The horizontal coordinates were scaled from a topographic map and have
 CF0083.an estimated accuracy of +/- 6 seconds.
 CF0083
 CF0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0083.The vertical order pertains to the NGVD 29 superseded value.
 CF0083
 CF0083.The geoid height was determined by GEOID03.
 CF0083
 CF0083;                    North         East    Units  Estimated Accuracy
 CF0083;SPC AZ E     -    85,510.      316,350.      MT  (+/- 180 meters Scaled)
 CF0083
 CF0083                          SUPERSEDED SURVEY CONTROL
 CF0083
 CF0083  NGVD 29 (??/??/92) 1297.982  (m)         4258.46   (f) ADJ UNCH    2 0
 CF0083
 CF0083.Superseded values are not recommended for survey control.
 CF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0083.See file dsdata.txt to determine how the superseded data were derived.
 CF0083
 CF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA818161(NAD 83)
 CF0083_MARKER: R = RIVET
 CF0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0083_SP_SET: ABUTMENT
 CF0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0083
 CF0083  HISTORY     - Date     Condition        Report By
 CF0083  HISTORY     - UNK      MONUMENTED       SPRR
 CF0083  HISTORY     - 1935     GOOD             NGS
 CF0083  HISTORY     - 1957     MARK NOT FOUND   USGS
 CF0083
 CF0083                          STATION DESCRIPTION
 CF0083
 CF0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0083'5.8 MI SW FROM RODEO.
 CF0083'5.8 MI. S W. OF DEPOT ALONG THE S.P.R.R., IN MILE ZONE 1153.  SET IN
 CF0083'THE NORTH WEST CORNER OF CONCRETE ABUTMENT OF BRIDGE NO. 1153.19.
 CF0083
 CF0083                          STATION RECOVERY (1957)
 CF0083
 CF0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0085 ***********************************************************************
 CF0085  DESIGNATION -  RV 372
 CF0085  PID         -  CF0085
 CF0085  STATE/COUNTY-  AZ/COCHISE
 CF0085  USGS QUAD   -  RODEO (1987)
 CF0085
 CF0085                         *CURRENT SURVEY CONTROL
 CF0085  ___________________________________________________________________
 CF0085* NAD 83(1986)-  31 47 26.     (N)    109 03 48.     (W)     SCALED    
 CF0085* NAVD 88     -      1275.69   (+/-2cm)    4185.3    (feet)  VERTCON   
 CF0085  ___________________________________________________________________
 CF0085  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CF0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0085
 CF0085.The horizontal coordinates were scaled from a topographic map and have
 CF0085.an estimated accuracy of +/- 6 seconds.
 CF0085
 CF0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0085.The vertical order pertains to the NGVD 29 superseded value.
 CF0085
 CF0085.The geoid height was determined by GEOID03.
 CF0085
 CF0085;                    North         East    Units  Estimated Accuracy
 CF0085;SPC AZ E     -    88,180.      317,850.      MT  (+/- 180 meters Scaled)
 CF0085
 CF0085                          SUPERSEDED SURVEY CONTROL
 CF0085
 CF0085  NGVD 29 (??/??/92) 1274.834  (m)         4182.52   (f) ADJ UNCH    2 0
 CF0085
 CF0085.Superseded values are not recommended for survey control.
 CF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0085.See file dsdata.txt to determine how the superseded data were derived.
 CF0085
 CF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA833188(NAD 83)
 CF0085_MARKER: R = RIVET
 CF0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0085_SP_SET: ABUTMENT
 CF0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0085
 CF0085  HISTORY     - Date     Condition        Report By
 CF0085  HISTORY     - UNK      MONUMENTED       SPRR
 CF0085  HISTORY     - 1935     GOOD             NGS
 CF0085  HISTORY     - 1958     MARK NOT FOUND   USGS
 CF0085
 CF0085                          STATION DESCRIPTION
 CF0085
 CF0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0085'3.8 MI SW FROM RODEO.
 CF0085'3.8 MI. S W. OF DEPOT ALONG THE S.P R.R., IN MILE ZONE 1155.  SET IN
 CF0085'THE NW. CORNER OF CONCRETE ABUTMENT OF BRIDGE NO. 1155.06.
 CF0085
 CF0085                          STATION RECOVERY (1958)
 CF0085
 CF0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CF0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1183 ***********************************************************************
 DV1183  DESIGNATION -  RV 38
 DV1183  PID         -  DV1183
 DV1183  STATE/COUNTY-  AZ/LA PAZ
 DV1183  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1183
 DV1183                         *CURRENT SURVEY CONTROL
 DV1183  ___________________________________________________________________
 DV1183* NAD 83(1986)-  33 52 47.     (N)    113 56 39.     (W)     SCALED    
 DV1183* NAVD 88     -       330.83   (+/-2cm)    1085.4    (feet)  VERTCON   
 DV1183  ___________________________________________________________________
 DV1183  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1183  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1183
 DV1183.The horizontal coordinates were scaled from a topographic map and have
 DV1183.an estimated accuracy of +/- 6 seconds.
 DV1183
 DV1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1183.The vertical order pertains to the NGVD 29 superseded value.
 DV1183
 DV1183.The geoid height was determined by GEOID03.
 DV1183
 DV1183;                    North         East    Units  Estimated Accuracy
 DV1183;SPC AZ W     -   319,340.      195,400.      MT  (+/- 180 meters Scaled)
 DV1183
 DV1183                          SUPERSEDED SURVEY CONTROL
 DV1183
 DV1183  NGVD 29 (??/??/92)  330.192  (m)         1083.30   (f) ADJ UNCH    1 2
 DV1183
 DV1183.Superseded values are not recommended for survey control.
 DV1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1183.See file dsdata.txt to determine how the superseded data were derived.
 DV1183
 DV1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC276527(NAD 83)
 DV1183_MARKER: R = RIVET
 DV1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1183_SP_SET: PIER
 DV1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1183
 DV1183  HISTORY     - Date     Condition        Report By
 DV1183  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1183  HISTORY     - 1948     GOOD             NGS
 DV1183
 DV1183                          STATION DESCRIPTION
 DV1183
 DV1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1183'4.3 MI NW FROM UTTING.
 DV1183'4.3 MILES NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RY., FROM
 DV1183'THE STATION AT UTTING, ABOUT 170 YARDS (15-1/2 RAILS) SOUTHWEST OF
 DV1183'MILEPOST 75, AT BRIDGE 75 B, IN THE TOP OF THE SOUTH END OF PIER 1
 DV1183'FROM THE SOUTHEAST END, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 DV1183'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0212 ***********************************************************************
 DU0212  DESIGNATION -  RV 38
 DU0212  PID         -  DU0212
 DU0212  STATE/COUNTY-  AZ/GILA
 DU0212  USGS QUAD   -  BUCKET MTN (1965)
 DU0212
 DU0212                         *CURRENT SURVEY CONTROL
 DU0212  ___________________________________________________________________
 DU0212* NAD 83(1986)-  33 21 52.     (N)    110 33 08.     (W)     SCALED    
 DU0212* NAVD 88     -       884.490  (meters)    2901.86   (feet)  ADJUSTED  
 DU0212  ___________________________________________________________________
 DU0212  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DU0212  DYNAMIC HT  -         883.320 (meters)    2898.03  (feet)  COMP
 DU0212  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 DU0212
 DU0212  VERT ORDER  -  FIRST     CLASS II
 DU0212
 DU0212.The horizontal coordinates were scaled from a topographic map and have
 DU0212.an estimated accuracy of +/- 6 seconds.
 DU0212
 DU0212.The orthometric height was determined by differential leveling
 DU0212.and adjusted in June 1991.
 DU0212
 DU0212.The geoid height was determined by GEOID03.
 DU0212
 DU0212.The dynamic height is computed by dividing the NAVD 88
 DU0212.geopotential number by the normal gravity value computed on the
 DU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0212.degrees latitude (g = 980.6199 gals.).
 DU0212
 DU0212.The modeled gravity was interpolated from observed gravity values.
 DU0212
 DU0212;                    North         East    Units  Estimated Accuracy
 DU0212;SPC AZ E     -   262,230.      177,480.      MT  (+/- 180 meters Scaled)
 DU0212
 DU0212                          SUPERSEDED SURVEY CONTROL
 DU0212
 DU0212  NGVD 29 (??/??/92)  883.916  (m)         2899.98   (f) ADJ UNCH    1 2
 DU0212
 DU0212.Superseded values are not recommended for survey control.
 DU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0212.See file dsdata.txt to determine how the superseded data were derived.
 DU0212
 DU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB416917(NAD 83)
 DU0212_MARKER: R = RIVET
 DU0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0212_SP_SET: CULVERT
 DU0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0212
 DU0212  HISTORY     - Date     Condition        Report By
 DU0212  HISTORY     - UNK      MONUMENTED       SPRR
 DU0212  HISTORY     - 1933     GOOD             NGS
 DU0212
 DU0212                          STATION DESCRIPTION
 DU0212
 DU0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0212'6.1 MI W FROM SAN CARLOS.
 DU0212'ON THE SOUTHERN PACIFIC RIGHT OF WAY, 100 FEET EAST OF MILEPOST 1207,
 DU0212'21 FEET NORTH OF RAILROAD CENTERLINE, ON HEAD-WALL OF CULVERT MARKED
 DU0212'1206.98.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1185 ***********************************************************************
 DV1185  DESIGNATION -  RV 39
 DV1185  PID         -  DV1185
 DV1185  STATE/COUNTY-  AZ/LA PAZ
 DV1185  USGS QUAD   -  UTTING (1990)
 DV1185
 DV1185                         *CURRENT SURVEY CONTROL
 DV1185  ___________________________________________________________________
 DV1185* NAD 83(1986)-  33 51 54.     (N)    113 55 23.     (W)     SCALED    
 DV1185* NAVD 88     -       338.33   (+/-2cm)    1110.0    (feet)  VERTCON   
 DV1185  ___________________________________________________________________
 DV1185  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1185  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1185
 DV1185.The horizontal coordinates were scaled from a topographic map and have
 DV1185.an estimated accuracy of +/- 6 seconds.
 DV1185
 DV1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1185.The vertical order pertains to the NGVD 29 superseded value.
 DV1185
 DV1185.The geoid height was determined by GEOID03.
 DV1185
 DV1185;                    North         East    Units  Estimated Accuracy
 DV1185;SPC AZ W     -   317,710.      197,350.      MT  (+/- 180 meters Scaled)
 DV1185
 DV1185                          SUPERSEDED SURVEY CONTROL
 DV1185
 DV1185  NGVD 29 (??/??/92)  337.687  (m)         1107.89   (f) ADJ UNCH    1 2
 DV1185
 DV1185.Superseded values are not recommended for survey control.
 DV1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1185.See file dsdata.txt to determine how the superseded data were derived.
 DV1185
 DV1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC295510(NAD 83)
 DV1185_MARKER: R = RIVET
 DV1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1185_SP_SET: PIER
 DV1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1185
 DV1185  HISTORY     - Date     Condition        Report By
 DV1185  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1185  HISTORY     - 1948     GOOD             NGS
 DV1185
 DV1185                          STATION DESCRIPTION
 DV1185
 DV1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1185'2.7 MI NW FROM UTTING.
 DV1185'2.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RY. FROM
 DV1185'THE STATION AT UTTING, 0.2 MILE NORTHWEST OF MILEPOST 73, AT THE
 DV1185'SOUTHEAST END OF WOODEN BRIDGE 74 A, IN THE TOP OF THE SOUTH END OF
 DV1185'CONCRETE PIER 1 FROM THE SOUTHEAST END, AND ABOUT 4 FEET LOWER THAN
 DV1185'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0213 ***********************************************************************
 DU0213  DESIGNATION -  RV 39
 DU0213  PID         -  DU0213
 DU0213  STATE/COUNTY-  AZ/GILA
 DU0213  USGS QUAD   -  BUCKET MTN (1965)
 DU0213
 DU0213                         *CURRENT SURVEY CONTROL
 DU0213  ___________________________________________________________________
 DU0213* NAD 83(1986)-  33 21 52.     (N)    110 33 56.     (W)     SCALED    
 DU0213* NAVD 88     -       896.012  (meters)    2939.67   (feet)  ADJUSTED  
 DU0213  ___________________________________________________________________
 DU0213  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DU0213  DYNAMIC HT  -         894.823 (meters)    2935.77  (feet)  COMP
 DU0213  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 DU0213
 DU0213  VERT ORDER  -  FIRST     CLASS II
 DU0213
 DU0213.The horizontal coordinates were scaled from a topographic map and have
 DU0213.an estimated accuracy of +/- 6 seconds.
 DU0213
 DU0213.The orthometric height was determined by differential leveling
 DU0213.and adjusted in June 1991.
 DU0213
 DU0213.The geoid height was determined by GEOID03.
 DU0213
 DU0213.The dynamic height is computed by dividing the NAVD 88
 DU0213.geopotential number by the normal gravity value computed on the
 DU0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0213.degrees latitude (g = 980.6199 gals.).
 DU0213
 DU0213.The modeled gravity was interpolated from observed gravity values.
 DU0213
 DU0213;                    North         East    Units  Estimated Accuracy
 DU0213;SPC AZ E     -   262,240.      176,240.      MT  (+/- 180 meters Scaled)
 DU0213
 DU0213                          SUPERSEDED SURVEY CONTROL
 DU0213
 DU0213  NGVD 29 (??/??/92)  895.434  (m)         2937.77   (f) ADJ UNCH    1 2
 DU0213
 DU0213.Superseded values are not recommended for survey control.
 DU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0213.See file dsdata.txt to determine how the superseded data were derived.
 DU0213
 DU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB404917(NAD 83)
 DU0213_MARKER: R = RIVET
 DU0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0213_SP_SET: CULVERT
 DU0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0213
 DU0213  HISTORY     - Date     Condition        Report By
 DU0213  HISTORY     - UNK      MONUMENTED       SPRR
 DU0213  HISTORY     - 1933     GOOD             NGS
 DU0213
 DU0213                          STATION DESCRIPTION
 DU0213
 DU0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0213'6.9 MI W FROM SAN CARLOS.
 DU0213'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.22 MILES EAST OF MILEPOST 1208, 12
 DU0213'FEET SOUTH OF RAILROAD CENTER-LINE AT REPPY STATION, ON HEAD-WALL OF
 DU0213'CULVERT MARKED 1207.78.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0089 ***********************************************************************
 DU0089  DESIGNATION -  RV 4
 DU0089  PID         -  DU0089
 DU0089  STATE/COUNTY-  AZ/GRAHAM
 DU0089  USGS QUAD   -  GERONIMO (1989)
 DU0089
 DU0089                         *CURRENT SURVEY CONTROL
 DU0089  ___________________________________________________________________
 DU0089* NAD 83(1986)-  33 03 51.     (N)    110 00 33.     (W)     SCALED    
 DU0089* NAVD 88     -       817.615  (meters)    2682.46   (feet)  ADJUSTED  
 DU0089  ___________________________________________________________________
 DU0089  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU0089  DYNAMIC HT  -         816.495 (meters)    2678.78  (feet)  COMP
 DU0089  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 DU0089
 DU0089  VERT ORDER  -  FIRST     CLASS II
 DU0089
 DU0089.The horizontal coordinates were scaled from a topographic map and have
 DU0089.an estimated accuracy of +/- 6 seconds.
 DU0089
 DU0089.The orthometric height was determined by differential leveling
 DU0089.and adjusted in June 1991.
 DU0089
 DU0089.The geoid height was determined by GEOID03.
 DU0089
 DU0089.The dynamic height is computed by dividing the NAVD 88
 DU0089.geopotential number by the normal gravity value computed on the
 DU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0089.degrees latitude (g = 980.6199 gals.).
 DU0089
 DU0089.The modeled gravity was interpolated from observed gravity values.
 DU0089
 DU0089;                    North         East    Units  Estimated Accuracy
 DU0089;SPC AZ E     -   228,880.      228,070.      MT  (+/- 180 meters Scaled)
 DU0089
 DU0089                          SUPERSEDED SURVEY CONTROL
 DU0089
 DU0089  NGVD 29 (??/??/92)  817.031  (m)         2680.54   (f) ADJ UNCH    1 2
 DU0089
 DU0089.Superseded values are not recommended for survey control.
 DU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0089.See file dsdata.txt to determine how the superseded data were derived.
 DU0089
 DU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB924588(NAD 83)
 DU0089_MARKER: R = RIVET
 DU0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0089_SP_SET: CULVERT
 DU0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0089+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU0089
 DU0089  HISTORY     - Date     Condition        Report By
 DU0089  HISTORY     - UNK      MONUMENTED       SPRR
 DU0089  HISTORY     - 1934     GOOD             NGS
 DU0089  HISTORY     - 20081009 GOOD             GEOCAC
 DU0089
 DU0089                          STATION DESCRIPTION
 DU0089
 DU0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0089'1.7 MI SE FROM GERONIMO.
 DU0089'1.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0089'STATION AT GERONIMO, 0.4 MILE NORTHWEST OF EMERY SCHOOL, AT CULVERT
 DU0089'NO. 1162.45, IN THE TOP OF THE CONCRETE HEADWALL, AND 9 FEET NORTHEAST
 DU0089'OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 DU0089
 DU0089                          STATION RECOVERY (2008)
 DU0089
 DU0089'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0089'RECOVERED AS DESCRIBED, ABOUT SEVENTY FEET SOUTH OF A PRIVATE RAILROAD
 DU0089'CROSSING AND IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33  03.854'
 DU0089'W110  00.598'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1187 ***********************************************************************
 DV1187  DESIGNATION -  RV 40
 DV1187  PID         -  DV1187
 DV1187  STATE/COUNTY-  AZ/LA PAZ
 DV1187  USGS QUAD   -  UTTING (1990)
 DV1187
 DV1187                         *CURRENT SURVEY CONTROL
 DV1187  ___________________________________________________________________
 DV1187* NAD 83(1986)-  33 51 27.     (N)    113 54 46.     (W)     SCALED    
 DV1187* NAVD 88     -       339.98   (+/-2cm)    1115.4    (feet)  VERTCON   
 DV1187  ___________________________________________________________________
 DV1187  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1187  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1187
 DV1187.The horizontal coordinates were scaled from a topographic map and have
 DV1187.an estimated accuracy of +/- 6 seconds.
 DV1187
 DV1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1187.The vertical order pertains to the NGVD 29 superseded value.
 DV1187
 DV1187.The geoid height was determined by GEOID03.
 DV1187
 DV1187;                    North         East    Units  Estimated Accuracy
 DV1187;SPC AZ W     -   316,870.      198,300.      MT  (+/- 180 meters Scaled)
 DV1187
 DV1187                          SUPERSEDED SURVEY CONTROL
 DV1187
 DV1187  NGVD 29 (??/??/92)  339.329  (m)         1113.28   (f) ADJ UNCH    1 2
 DV1187
 DV1187.Superseded values are not recommended for survey control.
 DV1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1187.See file dsdata.txt to determine how the superseded data were derived.
 DV1187
 DV1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC305501(NAD 83)
 DV1187_MARKER: R = RIVET
 DV1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1187_SP_SET: FOOTING
 DV1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1187
 DV1187  HISTORY     - Date     Condition        Report By
 DV1187  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1187  HISTORY     - 1948     GOOD             NGS
 DV1187
 DV1187                          STATION DESCRIPTION
 DV1187
 DV1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1187'1.9 MI NW FROM UTTING.
 DV1187'1.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RY. FROM
 DV1187'THE STATION AT UTTING, 0.5 MILE EAST OF MILEPOST 73, AT BRIDGE 73 A,
 DV1187'AT THE THIRD PIER NORTHWEST OF THE SOUTHEAST END, IN THE TOP OF THE
 DV1187'CONCRETE FOOTING NORTHEAST OF THE PIER, ABOUT 8 FEET LOWER THAN THE
 DV1187'TRACK, AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0214 ***********************************************************************
 DU0214  DESIGNATION -  RV 40
 DU0214  PID         -  DU0214
 DU0214  STATE/COUNTY-  AZ/GILA
 DU0214  USGS QUAD   -  BUCKET MTN (1965)
 DU0214
 DU0214                         *CURRENT SURVEY CONTROL
 DU0214  ___________________________________________________________________
 DU0214* NAD 83(1986)-  33 21 50.     (N)    110 34 37.     (W)     SCALED    
 DU0214* NAVD 88     -       904.276  (meters)    2966.78   (feet)  ADJUSTED  
 DU0214  ___________________________________________________________________
 DU0214  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DU0214  DYNAMIC HT  -         903.069 (meters)    2962.82  (feet)  COMP
 DU0214  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 DU0214
 DU0214  VERT ORDER  -  FIRST     CLASS II
 DU0214
 DU0214.The horizontal coordinates were scaled from a topographic map and have
 DU0214.an estimated accuracy of +/- 6 seconds.
 DU0214
 DU0214.The orthometric height was determined by differential leveling
 DU0214.and adjusted in June 1991.
 DU0214
 DU0214.The geoid height was determined by GEOID03.
 DU0214
 DU0214.The dynamic height is computed by dividing the NAVD 88
 DU0214.geopotential number by the normal gravity value computed on the
 DU0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0214.degrees latitude (g = 980.6199 gals.).
 DU0214
 DU0214.The modeled gravity was interpolated from observed gravity values.
 DU0214
 DU0214;                    North         East    Units  Estimated Accuracy
 DU0214;SPC AZ E     -   262,180.      175,180.      MT  (+/- 180 meters Scaled)
 DU0214
 DU0214                          SUPERSEDED SURVEY CONTROL
 DU0214
 DU0214  NGVD 29 (??/??/92)  903.692  (m)         2964.86   (f) ADJ UNCH    1 2
 DU0214
 DU0214.Superseded values are not recommended for survey control.
 DU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0214.See file dsdata.txt to determine how the superseded data were derived.
 DU0214
 DU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB393917(NAD 83)
 DU0214_MARKER: R = RIVET
 DU0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0214_SP_SET: CULVERT
 DU0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0214
 DU0214  HISTORY     - Date     Condition        Report By
 DU0214  HISTORY     - UNK      MONUMENTED       SPRR
 DU0214  HISTORY     - 1933     GOOD             NGS
 DU0214
 DU0214                          STATION DESCRIPTION
 DU0214
 DU0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0214'7.5 MI W FROM SAN CARLOS.
 DU0214'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.44 MILES WEST OF MILEPOST 1208, 20
 DU0214'FEET SOUTH OF RAILROAD CENTER-LINE, ON DECK OF CONCRETE ARCH CULVERT
 DU0214'MARKED 1208.44.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0215 ***********************************************************************
 DU0215  DESIGNATION -  RV 41
 DU0215  PID         -  DU0215
 DU0215  STATE/COUNTY-  AZ/GILA
 DU0215  USGS QUAD   -  BUCKET MTN (1965)
 DU0215
 DU0215                         *CURRENT SURVEY CONTROL
 DU0215  ___________________________________________________________________
 DU0215* NAD 83(1986)-  33 21 52.     (N)    110 35 01.     (W)     SCALED    
 DU0215* NAVD 88     -       910.443  (meters)    2987.01   (feet)  ADJUSTED  
 DU0215  ___________________________________________________________________
 DU0215  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DU0215  DYNAMIC HT  -         909.225 (meters)    2983.02  (feet)  COMP
 DU0215  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 DU0215
 DU0215  VERT ORDER  -  FIRST     CLASS II
 DU0215
 DU0215.The horizontal coordinates were scaled from a topographic map and have
 DU0215.an estimated accuracy of +/- 6 seconds.
 DU0215
 DU0215.The orthometric height was determined by differential leveling
 DU0215.and adjusted in June 1991.
 DU0215
 DU0215.The geoid height was determined by GEOID03.
 DU0215
 DU0215.The dynamic height is computed by dividing the NAVD 88
 DU0215.geopotential number by the normal gravity value computed on the
 DU0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0215.degrees latitude (g = 980.6199 gals.).
 DU0215
 DU0215.The modeled gravity was interpolated from observed gravity values.
 DU0215
 DU0215;                    North         East    Units  Estimated Accuracy
 DU0215;SPC AZ E     -   262,250.      174,560.      MT  (+/- 180 meters Scaled)
 DU0215
 DU0215                          SUPERSEDED SURVEY CONTROL
 DU0215
 DU0215  NGVD 29 (??/??/92)  909.857  (m)         2985.09   (f) ADJ UNCH    1 2
 DU0215
 DU0215.Superseded values are not recommended for survey control.
 DU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0215.See file dsdata.txt to determine how the superseded data were derived.
 DU0215
 DU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB387917(NAD 83)
 DU0215_MARKER: R = RIVET
 DU0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0215_SP_SET: CULVERT
 DU0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0215
 DU0215  HISTORY     - Date     Condition        Report By
 DU0215  HISTORY     - UNK      MONUMENTED       SPRR
 DU0215  HISTORY     - 1933     GOOD             NGS
 DU0215
 DU0215                          STATION DESCRIPTION
 DU0215
 DU0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0215'7.9 MI W FROM SAN CARLOS.
 DU0215'ON SOUTHERN PACIFIC RIGHT OF WAY, 850 FEET EAST OF MILEPOST 1209, 16
 DU0215'FEET SOUTH OF RAILROAD CENTERLINE, IN DECK OF CONCRETE ARCH CULVERT
 DU0215'MARKED 1208.84.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1189 ***********************************************************************
 DV1189  DESIGNATION -  RV 42
 DV1189  PID         -  DV1189
 DV1189  STATE/COUNTY-  AZ/LA PAZ
 DV1189  USGS QUAD   -  UTTING (1990)
 DV1189
 DV1189                         *CURRENT SURVEY CONTROL
 DV1189  ___________________________________________________________________
 DV1189* NAD 83(1986)-  33 50 30.     (N)    113 53 28.     (W)     SCALED    
 DV1189* NAVD 88     -       342.92   (+/-2cm)    1125.1    (feet)  VERTCON   
 DV1189  ___________________________________________________________________
 DV1189  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV1189  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1189
 DV1189.The horizontal coordinates were scaled from a topographic map and have
 DV1189.an estimated accuracy of +/- 6 seconds.
 DV1189
 DV1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1189.The vertical order pertains to the NGVD 29 superseded value.
 DV1189
 DV1189.The geoid height was determined by GEOID03.
 DV1189
 DV1189;                    North         East    Units  Estimated Accuracy
 DV1189;SPC AZ W     -   315,110.      200,300.      MT  (+/- 180 meters Scaled)
 DV1189
 DV1189                          SUPERSEDED SURVEY CONTROL
 DV1189
 DV1189  NGVD 29 (??/??/92)  342.275  (m)         1122.95   (f) ADJ UNCH    1 2
 DV1189
 DV1189.Superseded values are not recommended for survey control.
 DV1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1189.See file dsdata.txt to determine how the superseded data were derived.
 DV1189
 DV1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC324483(NAD 83)
 DV1189_MARKER: R = RIVET
 DV1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1189_SP_SET: BRIDGE
 DV1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1189
 DV1189  HISTORY     - Date     Condition        Report By
 DV1189  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1189  HISTORY     - 1948     GOOD             NGS
 DV1189
 DV1189                          STATION DESCRIPTION
 DV1189
 DV1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1189'0.2 MI NW FROM UTTING.
 DV1189'0.2 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1189'FROM THE STATION AT UTTING, 0.2 MILE SOUTHEAST OF MILEPOST 71, AT
 DV1189'WOODEN BRIDGE 71 B, AT THE THIRD PIER NORTHWEST OF THE SOUTHEAST END
 DV1189'OF THE BRIDGE, IN THE TOP OF THE CONCRETE FOOTING AT THE NORTHEAST END
 DV1189'OF PIER 3, AND ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD
 DV1189'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0217 ***********************************************************************
 DU0217  DESIGNATION -  RV 42
 DU0217  PID         -  DU0217
 DU0217  STATE/COUNTY-  AZ/GILA
 DU0217  USGS QUAD   -  BUCKET MTN (1965)
 DU0217
 DU0217                         *CURRENT SURVEY CONTROL
 DU0217  ___________________________________________________________________
 DU0217* NAD 83(1986)-  33 21 31.     (N)    110 37 07.     (W)     SCALED    
 DU0217* NAVD 88     -       938.178  (meters)    3078.01   (feet)  ADJUSTED  
 DU0217  ___________________________________________________________________
 DU0217  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DU0217  DYNAMIC HT  -         936.913 (meters)    3073.86  (feet)  COMP
 DU0217  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 DU0217
 DU0217  VERT ORDER  -  FIRST     CLASS II
 DU0217
 DU0217.The horizontal coordinates were scaled from a topographic map and have
 DU0217.an estimated accuracy of +/- 6 seconds.
 DU0217
 DU0217.The orthometric height was determined by differential leveling
 DU0217.and adjusted in June 1991.
 DU0217
 DU0217.The geoid height was determined by GEOID03.
 DU0217
 DU0217.The dynamic height is computed by dividing the NAVD 88
 DU0217.geopotential number by the normal gravity value computed on the
 DU0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0217.degrees latitude (g = 980.6199 gals.).
 DU0217
 DU0217.The modeled gravity was interpolated from observed gravity values.
 DU0217
 DU0217;                    North         East    Units  Estimated Accuracy
 DU0217;SPC AZ E     -   261,610.      171,300.      MT  (+/- 180 meters Scaled)
 DU0217
 DU0217                          SUPERSEDED SURVEY CONTROL
 DU0217
 DU0217  NGVD 29 (??/??/92)  937.584  (m)         3076.06   (f) ADJ UNCH    1 2
 DU0217
 DU0217.Superseded values are not recommended for survey control.
 DU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0217.See file dsdata.txt to determine how the superseded data were derived.
 DU0217
 DU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB354911(NAD 83)
 DU0217_MARKER: R = RIVET
 DU0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0217_SP_SET: ABUTMENT
 DU0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0217
 DU0217  HISTORY     - Date     Condition        Report By
 DU0217  HISTORY     - UNK      MONUMENTED       SPRR
 DU0217  HISTORY     - 1933     GOOD             NGS
 DU0217
 DU0217                          STATION DESCRIPTION
 DU0217
 DU0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0217'10.0 MI W FROM SAN CARLOS.
 DU0217'ON SOUTHERN PACIFIC RIGHT OF WAY, 210 FEET EAST OF MILEPOST 1211, 10
 DU0217'FEET NORTH OF RAILROAD CENTER-LINE, IN EASTERLY CONCRETE ABUTMENT OF
 DU0217'THRU PLATE GIRDER STEEL BRIDGE MARKED 1210.96.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1194 ***********************************************************************
 DV1194  DESIGNATION -  RV 43
 DV1194  PID         -  DV1194
 DV1194  STATE/COUNTY-  AZ/LA PAZ
 DV1194  USGS QUAD   -  EAST OF UTTING (1990)
 DV1194
 DV1194                         *CURRENT SURVEY CONTROL
 DV1194  ___________________________________________________________________
 DV1194* NAD 83(1986)-  33 49 43.     (N)    113 52 19.     (W)     SCALED    
 DV1194* NAVD 88     -       352.56   (+/-2cm)    1156.7    (feet)  VERTCON   
 DV1194  ___________________________________________________________________
 DV1194  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1194  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1194
 DV1194.The horizontal coordinates were scaled from a topographic map and have
 DV1194.an estimated accuracy of +/- 6 seconds.
 DV1194
 DV1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1194.The vertical order pertains to the NGVD 29 superseded value.
 DV1194
 DV1194.The geoid height was determined by GEOID03.
 DV1194
 DV1194;                    North         East    Units  Estimated Accuracy
 DV1194;SPC AZ W     -   313,660.      202,070.      MT  (+/- 180 meters Scaled)
 DV1194
 DV1194                          SUPERSEDED SURVEY CONTROL
 DV1194
 DV1194  NGVD 29 (??/??/92)  351.905  (m)         1154.54   (f) ADJ UNCH    1 2
 DV1194
 DV1194.Superseded values are not recommended for survey control.
 DV1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1194.See file dsdata.txt to determine how the superseded data were derived.
 DV1194
 DV1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC342468(NAD 83)
 DV1194_MARKER: R = RIVET
 DV1194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1194_SP_SET: PARAPET WALL
 DV1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1194
 DV1194  HISTORY     - Date     Condition        Report By
 DV1194  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1194  HISTORY     - 1948     GOOD             NGS
 DV1194
 DV1194                          STATION DESCRIPTION
 DV1194
 DV1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1194'1.2 MI SE FROM UTTING.
 DV1194'1.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE. RY., FROM
 DV1194'THE STATION AT UTTING, 0.4 MILES NORTHWEST OF MILEPOST 69, AT THE
 DV1194'SOUTHEAST END OF WOODEN BRIDGE 70 A, IN THE TOP OF THE PARAPET WALL,
 DV1194'AND ABOUT 6 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DV1194'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0219 ***********************************************************************
 DU0219  DESIGNATION -  RV 43
 DU0219  PID         -  DU0219
 DU0219  STATE/COUNTY-  AZ/GILA
 DU0219  USGS QUAD   -  CUTTER (1979)
 DU0219
 DU0219                         *CURRENT SURVEY CONTROL
 DU0219  ___________________________________________________________________
 DU0219* NAD 83(1986)-  33 21 17.     (N)    110 38 43.     (W)     SCALED    
 DU0219* NAVD 88     -       958.823  (meters)    3145.74   (feet)  ADJUSTED  
 DU0219  ___________________________________________________________________
 DU0219  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DU0219  DYNAMIC HT  -         957.530 (meters)    3141.50  (feet)  COMP
 DU0219  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 DU0219
 DU0219  VERT ORDER  -  FIRST     CLASS II
 DU0219
 DU0219.The horizontal coordinates were scaled from a topographic map and have
 DU0219.an estimated accuracy of +/- 6 seconds.
 DU0219
 DU0219.The orthometric height was determined by differential leveling
 DU0219.and adjusted in June 1991.
 DU0219
 DU0219.The geoid height was determined by GEOID03.
 DU0219
 DU0219.The dynamic height is computed by dividing the NAVD 88
 DU0219.geopotential number by the normal gravity value computed on the
 DU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0219.degrees latitude (g = 980.6199 gals.).
 DU0219
 DU0219.The modeled gravity was interpolated from observed gravity values.
 DU0219
 DU0219;                    North         East    Units  Estimated Accuracy
 DU0219;SPC AZ E     -   261,190.      168,820.      MT  (+/- 180 meters Scaled)
 DU0219
 DU0219                          SUPERSEDED SURVEY CONTROL
 DU0219
 DU0219  NGVD 29 (??/??/92)  958.228  (m)         3143.79   (f) ADJ UNCH    1 2
 DU0219
 DU0219.Superseded values are not recommended for survey control.
 DU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0219.See file dsdata.txt to determine how the superseded data were derived.
 DU0219
 DU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB330906(NAD 83)
 DU0219_MARKER: R = RIVET
 DU0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0219_SP_SET: CULVERT
 DU0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0219
 DU0219  HISTORY     - Date     Condition        Report By
 DU0219  HISTORY     - UNK      MONUMENTED       SPRR
 DU0219  HISTORY     - 1933     GOOD             NGS
 DU0219
 DU0219                          STATION DESCRIPTION
 DU0219
 DU0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0219'9.1 MI E FROM GLOBE.
 DU0219'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.45 MILES EAST OF MILEPOST 1213, 16
 DU0219'FEET NORTH OF RAILROAD CENTER-LINE, OF HEAD-WALL OF CULVERT MARKED
 DU0219'1212.55.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1196 ***********************************************************************
 DV1196  DESIGNATION -  RV 44
 DV1196  PID         -  DV1196
 DV1196  STATE/COUNTY-  AZ/LA PAZ
 DV1196  USGS QUAD   -  EAST OF UTTING (1990)
 DV1196
 DV1196                         *CURRENT SURVEY CONTROL
 DV1196  ___________________________________________________________________
 DV1196* NAD 83(1986)-  33 49 14.     (N)    113 51 39.     (W)     SCALED    
 DV1196* NAVD 88     -       357.15   (+/-2cm)    1171.7    (feet)  VERTCON   
 DV1196  ___________________________________________________________________
 DV1196  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1196  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1196
 DV1196.The horizontal coordinates were scaled from a topographic map and have
 DV1196.an estimated accuracy of +/- 6 seconds.
 DV1196
 DV1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1196.The vertical order pertains to the NGVD 29 superseded value.
 DV1196
 DV1196.The geoid height was determined by GEOID03.
 DV1196
 DV1196;                    North         East    Units  Estimated Accuracy
 DV1196;SPC AZ W     -   312,770.      203,100.      MT  (+/- 180 meters Scaled)
 DV1196
 DV1196                          SUPERSEDED SURVEY CONTROL
 DV1196
 DV1196  NGVD 29 (??/??/92)  356.491  (m)         1169.59   (f) ADJ UNCH    1 2
 DV1196
 DV1196.Superseded values are not recommended for survey control.
 DV1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1196.See file dsdata.txt to determine how the superseded data were derived.
 DV1196
 DV1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC352459(NAD 83)
 DV1196_MARKER: R = RIVET
 DV1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1196_SP_SET: BRIDGE
 DV1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1196
 DV1196  HISTORY     - Date     Condition        Report By
 DV1196  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1196  HISTORY     - 1948     GOOD             NGS
 DV1196
 DV1196                          STATION DESCRIPTION
 DV1196
 DV1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1196'2.0 MI SE FROM UTTING.
 DV1196'2.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RY., FROM
 DV1196'THE STATION AT UTTING, ABOUT 115 YARDS (10-1/2 RAILS) NORTHWEST OF
 DV1196'MILEAGE 68.5, AT WOODEN BRIDGE 69 A, IN THE TOP OF THE SOUTHWEST END
 DV1196'OF CONCRETE PIER 1, FIRST PIER NORTHWEST OF THE SOUTHEAST END OF THE
 DV1196'BRIDGE.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0221 ***********************************************************************
 DU0221  DESIGNATION -  RV 44
 DU0221  PID         -  DU0221
 DU0221  STATE/COUNTY-  AZ/GILA
 DU0221  USGS QUAD   -  CUTTER (1979)
 DU0221
 DU0221                         *CURRENT SURVEY CONTROL
 DU0221  ___________________________________________________________________
 DU0221* NAD 83(1986)-  33 21 19.     (N)    110 39 42.     (W)     SCALED    
 DU0221* NAVD 88     -       974.334  (meters)    3196.63   (feet)  ADJUSTED  
 DU0221  ___________________________________________________________________
 DU0221  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU0221  DYNAMIC HT  -         973.019 (meters)    3192.31  (feet)  COMP
 DU0221  MODELED GRAV-     979,255.5   (mgal)                       NAVD 88
 DU0221
 DU0221  VERT ORDER  -  FIRST     CLASS II
 DU0221
 DU0221.The horizontal coordinates were scaled from a topographic map and have
 DU0221.an estimated accuracy of +/- 6 seconds.
 DU0221
 DU0221.The orthometric height was determined by differential leveling
 DU0221.and adjusted in June 1991.
 DU0221
 DU0221.The geoid height was determined by GEOID03.
 DU0221
 DU0221.The dynamic height is computed by dividing the NAVD 88
 DU0221.geopotential number by the normal gravity value computed on the
 DU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0221.degrees latitude (g = 980.6199 gals.).
 DU0221
 DU0221.The modeled gravity was interpolated from observed gravity values.
 DU0221
 DU0221;                    North         East    Units  Estimated Accuracy
 DU0221;SPC AZ E     -   261,260.      167,290.      MT  (+/- 180 meters Scaled)
 DU0221
 DU0221                          SUPERSEDED SURVEY CONTROL
 DU0221
 DU0221  NGVD 29 (??/??/92)  973.738  (m)         3194.67   (f) ADJ UNCH    1 2
 DU0221
 DU0221.Superseded values are not recommended for survey control.
 DU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0221.See file dsdata.txt to determine how the superseded data were derived.
 DU0221
 DU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB314907(NAD 83)
 DU0221_MARKER: R = RIVET
 DU0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0221_SP_SET: CONCRETE BASE
 DU0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0221
 DU0221  HISTORY     - Date     Condition        Report By
 DU0221  HISTORY     - UNK      MONUMENTED       SPRR
 DU0221  HISTORY     - 1933     GOOD             NGS
 DU0221  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0221
 DU0221                          STATION DESCRIPTION
 DU0221
 DU0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0221'8.1 MI E FROM GLOBE.
 DU0221'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.5 MILES WEST OF MILEPOST 1213, 7
 DU0221'FEET SOUTH OF RAILROAD CENTER-LINE, IN CONCRETE BASE OF WATER COLUMN
 DU0221'AT CUTTER STATION.
 DU0221
 DU0221                          STATION RECOVERY (2008)
 DU0221
 DU0221'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0221'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0221'MARK. THE CONCRETE BASE OF THE WATER COLUMN WAS LOCATED, BUT THERE WAS
 DU0221'NO RIVET TO BE SEEN. THE CONCRETE APPEARS TO HAVE BEEN MODIFIED AT
 DU0221'SOME TIME, AND SEVERAL LARGE PORTIONS HAVE ALSO BEEN BROKEN OFF.
 DU0221'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1198 ***********************************************************************
 DV1198  DESIGNATION -  RV 45
 DV1198  PID         -  DV1198
 DV1198  STATE/COUNTY-  AZ/LA PAZ
 DV1198  USGS QUAD   -  EAST OF UTTING (1990)
 DV1198
 DV1198                         *CURRENT SURVEY CONTROL
 DV1198  ___________________________________________________________________
 DV1198* NAD 83(1986)-  33 48 30.     (N)    113 50 39.     (W)     SCALED    
 DV1198* NAVD 88     -       366.63   (+/-2cm)    1202.9    (feet)  VERTCON   
 DV1198  ___________________________________________________________________
 DV1198  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1198  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1198
 DV1198.The horizontal coordinates were scaled from a topographic map and have
 DV1198.an estimated accuracy of +/- 6 seconds.
 DV1198
 DV1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1198.The vertical order pertains to the NGVD 29 superseded value.
 DV1198
 DV1198.The geoid height was determined by GEOID03.
 DV1198
 DV1198;                    North         East    Units  Estimated Accuracy
 DV1198;SPC AZ W     -   311,410.      204,640.      MT  (+/- 180 meters Scaled)
 DV1198
 DV1198                          SUPERSEDED SURVEY CONTROL
 DV1198
 DV1198  NGVD 29 (??/??/92)  365.968  (m)         1200.68   (f) ADJ UNCH    1 2
 DV1198
 DV1198.Superseded values are not recommended for survey control.
 DV1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1198.See file dsdata.txt to determine how the superseded data were derived.
 DV1198
 DV1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC367445(NAD 83)
 DV1198_MARKER: R = RIVET
 DV1198_SETTING: 80 = SET IN A BOULDER
 DV1198_SP_SET: BOULDER
 DV1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1198+STABILITY: SURFACE MOTION
 DV1198
 DV1198  HISTORY     - Date     Condition        Report By
 DV1198  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1198  HISTORY     - 1948     GOOD             NGS
 DV1198
 DV1198                          STATION DESCRIPTION
 DV1198
 DV1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1198'3.3 MI E FROM UTTING.
 DV1198'3.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV1198'THE STATION AT UTTING, 0.3 MILE NORTHWEST OF MILEPOST 67, 0.5 MILE
 DV1198'NORTHWEST OF THE MCVAY SIGNBOARD, AT WOODEN BRIDGE 68 A, 5 FEET
 DV1198'NORTHWEST OF THE NORTHWEST END, IN THE TOP OF A RED SANDSTONE BOULDER,
 DV1198'AND 5-1/2 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DV1198'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0223 ***********************************************************************
 DU0223  DESIGNATION -  RV 45
 DU0223  PID         -  DU0223
 DU0223  STATE/COUNTY-  AZ/GILA
 DU0223  USGS QUAD   -  CUTTER (1979)
 DU0223
 DU0223                         *CURRENT SURVEY CONTROL
 DU0223  ___________________________________________________________________
 DU0223* NAD 83(1986)-  33 21 36.     (N)    110 41 49.     (W)     SCALED    
 DU0223* NAVD 88     -      1021.740  (meters)    3352.16   (feet)  ADJUSTED  
 DU0223  ___________________________________________________________________
 DU0223  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0223  DYNAMIC HT  -        1020.357 (meters)    3347.62  (feet)  COMP
 DU0223  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 DU0223
 DU0223  VERT ORDER  -  FIRST     CLASS II
 DU0223
 DU0223.The horizontal coordinates were scaled from a topographic map and have
 DU0223.an estimated accuracy of +/- 6 seconds.
 DU0223
 DU0223.The orthometric height was determined by differential leveling
 DU0223.and adjusted in June 1991.
 DU0223
 DU0223.The geoid height was determined by GEOID03.
 DU0223
 DU0223.The dynamic height is computed by dividing the NAVD 88
 DU0223.geopotential number by the normal gravity value computed on the
 DU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0223.degrees latitude (g = 980.6199 gals.).
 DU0223
 DU0223.The modeled gravity was interpolated from observed gravity values.
 DU0223
 DU0223;                    North         East    Units  Estimated Accuracy
 DU0223;SPC AZ E     -   261,800.      164,010.      MT  (+/- 180 meters Scaled)
 DU0223
 DU0223                          SUPERSEDED SURVEY CONTROL
 DU0223
 DU0223  NGVD 29 (??/??/92) 1021.136  (m)         3350.18   (f) ADJ UNCH    1 2
 DU0223
 DU0223.Superseded values are not recommended for survey control.
 DU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0223.See file dsdata.txt to determine how the superseded data were derived.
 DU0223
 DU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB281912(NAD 83)
 DU0223_MARKER: R = RIVET
 DU0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0223_SP_SET: CULVERT
 DU0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0223
 DU0223  HISTORY     - Date     Condition        Report By
 DU0223  HISTORY     - UNK      MONUMENTED       SPRR
 DU0223  HISTORY     - 1933     GOOD             NGS
 DU0223  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0223  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0223
 DU0223                          STATION DESCRIPTION
 DU0223
 DU0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0223'6.1 MI E FROM GLOBE.
 DU0223'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.44 MILES EAST OF MILEPOST 1216, 8
 DU0223'FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0223'1215.56.
 DU0223
 DU0223                          STATION RECOVERY (1979)
 DU0223
 DU0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0223'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE CULVERT WAS FOUND
 DU0223'WITH PART OF THE HEADWALL MISSING.  THE MARK IS PRESUMED DESTROYED.
 DU0223
 DU0223                          STATION RECOVERY (2008)
 DU0223
 DU0223'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0223'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0223'MARK. THE CULVERT HEADWALL HAS BEEN RAISED WITH ADDITIONAL CONCRETE TO
 DU0223'RETAIN ROADBED BALLAST. IT APPEARS THE ORIGINAL SURFACE OF THE
 DU0223'HEADWALL IS INTACT, BUT THE RIVET (IF PRESENT) IS NOT ACCESSIBLE
 DU0223'WITHOUT DAMAGING RAILROAD PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1200 ***********************************************************************
 DV1200  DESIGNATION -  RV 46
 DV1200  PID         -  DV1200
 DV1200  STATE/COUNTY-  AZ/LA PAZ
 DV1200  USGS QUAD   -  EAST OF UTTING (1990)
 DV1200
 DV1200                         *CURRENT SURVEY CONTROL
 DV1200  ___________________________________________________________________
 DV1200* NAD 83(1986)-  33 47 52.     (N)    113 49 46.     (W)     SCALED    
 DV1200* NAVD 88     -       373.54   (+/-2cm)    1225.5    (feet)  VERTCON   
 DV1200  ___________________________________________________________________
 DV1200  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1200  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1200
 DV1200.The horizontal coordinates were scaled from a topographic map and have
 DV1200.an estimated accuracy of +/- 6 seconds.
 DV1200
 DV1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1200.The vertical order pertains to the NGVD 29 superseded value.
 DV1200
 DV1200.The geoid height was determined by GEOID03.
 DV1200
 DV1200;                    North         East    Units  Estimated Accuracy
 DV1200;SPC AZ W     -   310,240.      206,000.      MT  (+/- 180 meters Scaled)
 DV1200
 DV1200                          SUPERSEDED SURVEY CONTROL
 DV1200
 DV1200  NGVD 29 (??/??/92)  372.874  (m)         1223.34   (f) ADJ UNCH    1 2
 DV1200
 DV1200.Superseded values are not recommended for survey control.
 DV1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1200.See file dsdata.txt to determine how the superseded data were derived.
 DV1200
 DV1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC380433(NAD 83)
 DV1200_MARKER: R = RIVET
 DV1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1200_SP_SET: CONCRETE FOOTING
 DV1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1200
 DV1200  HISTORY     - Date     Condition        Report By
 DV1200  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1200  HISTORY     - 1948     GOOD             NGS
 DV1200
 DV1200                          STATION DESCRIPTION
 DV1200
 DV1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1200'4.4 MI SE FROM UTTING.
 DV1200'4.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RY.  FROM
 DV1200'THE STATION AT UTTING, ABOUT 259 YARDS (23-1/2 RAILS) NORTHWEST OF
 DV1200'MILEPOST 66, ABOUT 0.6 MILE SOUTHEAST OF THE MCVAY SIGNBOARD, AT THE
 DV1200'NORTHWEST END OF WOODEN BRIDGE 67 A, IN THE TOP OF THE CONCRETE
 DV1200'FOOTING, AT THE SOUTHWEST END OF PIER 2.  A STANDARD MONEL-METAL
 DV1200'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0227 ***********************************************************************
 DU0227  DESIGNATION -  RV 46
 DU0227  PID         -  DU0227
 DU0227  STATE/COUNTY-  AZ/GILA
 DU0227  USGS QUAD   -  CUTTER (1979)
 DU0227
 DU0227                         *CURRENT SURVEY CONTROL
 DU0227  ___________________________________________________________________
 DU0227* NAD 83(1986)-  33 21 51.     (N)    110 42 38.     (W)     SCALED    
 DU0227* NAVD 88     -      1048.703  (meters)    3440.62   (feet)  ADJUSTED  
 DU0227  ___________________________________________________________________
 DU0227  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0227  DYNAMIC HT  -        1047.282 (meters)    3435.96  (feet)  COMP
 DU0227  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 DU0227
 DU0227  VERT ORDER  -  FIRST     CLASS II
 DU0227
 DU0227.The horizontal coordinates were scaled from a topographic map and have
 DU0227.an estimated accuracy of +/- 6 seconds.
 DU0227
 DU0227.The orthometric height was determined by differential leveling
 DU0227.and adjusted in June 1991.
 DU0227.WARNING-Repeat measurements at this control monument indicate possible
 DU0227.vertical movement.
 DU0227
 DU0227.The geoid height was determined by GEOID03.
 DU0227
 DU0227.The dynamic height is computed by dividing the NAVD 88
 DU0227.geopotential number by the normal gravity value computed on the
 DU0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0227.degrees latitude (g = 980.6199 gals.).
 DU0227
 DU0227.The modeled gravity was interpolated from observed gravity values.
 DU0227
 DU0227;                    North         East    Units  Estimated Accuracy
 DU0227;SPC AZ E     -   262,270.      162,750.      MT  (+/- 180 meters Scaled)
 DU0227
 DU0227                          SUPERSEDED SURVEY CONTROL
 DU0227
 DU0227  NGVD 29 (??/??/92) 1048.109  (m)         3438.67   (f) ADJ UNCH    1 2
 DU0227
 DU0227.Superseded values are not recommended for survey control.
 DU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0227.See file dsdata.txt to determine how the superseded data were derived.
 DU0227
 DU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB269916(NAD 83)
 DU0227_MARKER: R = RIVET
 DU0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0227_SP_SET: CULVERT
 DU0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0227
 DU0227  HISTORY     - Date     Condition        Report By
 DU0227  HISTORY     - UNK      MONUMENTED       SPRR
 DU0227  HISTORY     - 1933     GOOD             NGS
 DU0227  HISTORY     - 1979     GOOD             NGS
 DU0227  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 DU0227  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0227
 DU0227                          STATION DESCRIPTION
 DU0227
 DU0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0227'5.1 MI E FROM GLOBE.
 DU0227'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.41 MILES WEST OF MILEPOST 1216, 9
 DU0227'FEET SOUTH OF RAILROAD CENTERLINE, ON HEAD-WALL OF CULVERT MARKED
 DU0227'1216.41.
 DU0227
 DU0227                          STATION RECOVERY (1979)
 DU0227
 DU0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0227'6.8 KILOMETERS (4.2 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU0227'NEW COUNTY COURTHOUSE IN GLOBE, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 DU0227'HIGHWAY MILE POST 256, ON THE SOUTHERN PACIFIC RAILWAY, SET IN THE
 DU0227'TOP CENTER OF THE SOUTHWEST HEADWALL OF A 1.8- BY 3-METER CONCRETE
 DU0227'BOX CULVERT UNDER THE TRACKS, 29.0 METERS (95 FEET) NORTHEAST OF THE
 DU0227'CENTERLINE OF THE HIGHWAY AND 1.8 METERS (6 FEET) SOUTHWEST OF THE
 DU0227'SOUTHWEST RAIL OF THE TRACKS.  THE MARK IS A MONEL METAL RIVET.
 DU0227'THE MARK IS 2 M ABOVE THE HIGHWAY.
 DU0227
 DU0227                          STATION RECOVERY (2006)
 DU0227
 DU0227'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0227'LOCATED A CULVERT AT THE DESCRIBED LOCATION, BUT DID NOT IDENTIFY A
 DU0227'RIVET IN THE HEADWALL.
 DU0227
 DU0227                          STATION RECOVERY (2008)
 DU0227
 DU0227'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0227'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0227'MARK. A CULVERT WAS FOUND AT THE DESCRIBED LOCATION, BUT THERE IS NO
 DU0227'RIVET ON THE SOUTH HEADWALL. THE CULVERT APPEARS TO HAVE BEEN RE-BUILT
 DU0227'AND IS NOT THE EXPECTED STYLE FOR THE ERA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0097 ***********************************************************************
 ET0097  DESIGNATION -  RV 4627
 ET0097  PID         -  ET0097
 ET0097  STATE/COUNTY-  AZ/YAVAPAI
 ET0097  USGS QUAD   -  PAULDEN (1979)
 ET0097
 ET0097                         *CURRENT SURVEY CONTROL
 ET0097  ___________________________________________________________________
 ET0097* NAD 83(1986)-  34 58 38.     (N)    112 22 55.     (W)     SCALED    
 ET0097* NAVD 88     -      1411.61   (+/-2cm)    4631.3    (feet)  VERTCON   
 ET0097  ___________________________________________________________________
 ET0097  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ET0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0097
 ET0097.The horizontal coordinates were scaled from a topographic map and have
 ET0097.an estimated accuracy of +/- 6 seconds.
 ET0097
 ET0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0097.The vertical order pertains to the NGVD 29 superseded value.
 ET0097
 ET0097.The geoid height was determined by GEOID03.
 ET0097
 ET0097;                    North         East    Units  Estimated Accuracy
 ET0097;SPC AZ C     -   441,150.      170,880.      MT  (+/- 180 meters Scaled)
 ET0097
 ET0097                          SUPERSEDED SURVEY CONTROL
 ET0097
 ET0097  NGVD 29 (??/??/92) 1410.796  (m)         4628.59   (f) ADJ UNCH    2 0
 ET0097
 ET0097.Superseded values are not recommended for survey control.
 ET0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0097.See file dsdata.txt to determine how the superseded data were derived.
 ET0097
 ET0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD738713(NAD 83)
 ET0097_MARKER: R = RIVET
 ET0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0097_SP_SET: ABUTMENT
 ET0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0097
 ET0097  HISTORY     - Date     Condition        Report By
 ET0097  HISTORY     - UNK      MONUMENTED       ATSFRR
 ET0097  HISTORY     - 1935     GOOD             NGS
 ET0097
 ET0097                          STATION DESCRIPTION
 ET0097
 ET0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0097'0.5 MI SW FROM DRAKE.
 ET0097'AT STEEL BRIDGE NO.B22, OVER HELL CANYON SET IN S.E. END OF S.W.
 ET0097'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1202 ***********************************************************************
 DV1202  DESIGNATION -  RV 47
 DV1202  PID         -  DV1202
 DV1202  STATE/COUNTY-  AZ/LA PAZ
 DV1202  USGS QUAD   -  EAST OF UTTING (1990)
 DV1202
 DV1202                         *CURRENT SURVEY CONTROL
 DV1202  ___________________________________________________________________
 DV1202* NAD 83(1986)-  33 47 20.     (N)    113 49 02.     (W)     SCALED    
 DV1202* NAVD 88     -       383.72   (+/-2cm)    1258.9    (feet)  VERTCON   
 DV1202  ___________________________________________________________________
 DV1202  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DV1202  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1202
 DV1202.The horizontal coordinates were scaled from a topographic map and have
 DV1202.an estimated accuracy of +/- 6 seconds.
 DV1202
 DV1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1202.The vertical order pertains to the NGVD 29 superseded value.
 DV1202
 DV1202.The geoid height was determined by GEOID03.
 DV1202
 DV1202;                    North         East    Units  Estimated Accuracy
 DV1202;SPC AZ W     -   309,250.      207,140.      MT  (+/- 180 meters Scaled)
 DV1202
 DV1202                          SUPERSEDED SURVEY CONTROL
 DV1202
 DV1202  NGVD 29 (??/??/92)  383.047  (m)         1256.71   (f) ADJ UNCH    1 2
 DV1202
 DV1202.Superseded values are not recommended for survey control.
 DV1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1202.See file dsdata.txt to determine how the superseded data were derived.
 DV1202
 DV1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC391423(NAD 83)
 DV1202_MARKER: R = RIVET
 DV1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1202_SP_SET: PIER
 DV1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1202
 DV1202  HISTORY     - Date     Condition        Report By
 DV1202  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1202  HISTORY     - 1948     GOOD             NGS
 DV1202
 DV1202                          STATION DESCRIPTION
 DV1202
 DV1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1202'5.4 MI SE FROM UTTING.
 DV1202'5.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RWY., FROM
 DV1202'THE STATION AT UTTING, 1.5 MILES SOUTHEAST OF THE MCVAY SIGNBOARD, AT
 DV1202'THE SOUTHEAST END OF WOODEN BRIDGE 66 A, IN THE TOP OF THE SOUTHWEST
 DV1202'END OF CONCRETE PIER 2 AND ABOUT 4 FEET LOWER THAN THE TRACK. A
 DV1202'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0228 ***********************************************************************
 DU0228  DESIGNATION -  RV 47
 DU0228  PID         -  DU0228
 DU0228  STATE/COUNTY-  AZ/GILA
 DU0228  USGS QUAD   -  CUTTER (1979)
 DU0228
 DU0228                         *CURRENT SURVEY CONTROL
 DU0228  ___________________________________________________________________
 DU0228* NAD 83(1986)-  33 22 04.     (N)    110 43 04.     (W)     SCALED    
 DU0228* NAVD 88     -      1064.914  (meters)    3493.81   (feet)  ADJUSTED  
 DU0228  ___________________________________________________________________
 DU0228  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0228  DYNAMIC HT  -        1063.469 (meters)    3489.06  (feet)  COMP
 DU0228  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 DU0228
 DU0228  VERT ORDER  -  FIRST     CLASS II
 DU0228
 DU0228.The horizontal coordinates were scaled from a topographic map and have
 DU0228.an estimated accuracy of +/- 6 seconds.
 DU0228
 DU0228.The orthometric height was determined by differential leveling
 DU0228.and adjusted in June 1991.
 DU0228.WARNING-Repeat measurements at this control monument indicate possible
 DU0228.vertical movement.
 DU0228
 DU0228.The geoid height was determined by GEOID03.
 DU0228
 DU0228.The dynamic height is computed by dividing the NAVD 88
 DU0228.geopotential number by the normal gravity value computed on the
 DU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0228.degrees latitude (g = 980.6199 gals.).
 DU0228
 DU0228.The modeled gravity was interpolated from observed gravity values.
 DU0228
 DU0228;                    North         East    Units  Estimated Accuracy
 DU0228;SPC AZ E     -   262,670.      162,080.      MT  (+/- 180 meters Scaled)
 DU0228
 DU0228                          SUPERSEDED SURVEY CONTROL
 DU0228
 DU0228  NGVD 29 (??/??/92) 1064.325  (m)         3491.87   (f) ADJ UNCH    1 2
 DU0228
 DU0228.Superseded values are not recommended for survey control.
 DU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0228.See file dsdata.txt to determine how the superseded data were derived.
 DU0228
 DU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB262920(NAD 83)
 DU0228_MARKER: R = RIVET
 DU0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0228_SP_SET: CULVERT
 DU0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0228
 DU0228  HISTORY     - Date     Condition        Report By
 DU0228  HISTORY     - UNK      MONUMENTED       SPRR
 DU0228  HISTORY     - 1933     GOOD             NGS
 DU0228  HISTORY     - 1979     GOOD             NGS
 DU0228  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 DU0228  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0228
 DU0228                          STATION DESCRIPTION
 DU0228
 DU0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0228'4.6 MI E FROM GLOBE.
 DU0228'ON SOUTHERN PACIFIC RIGHT OF WAY, 420 FEET EAST OF MILEPOST 1217, 9
 DU0228'FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0228'1216.92.
 DU0228
 DU0228                          STATION RECOVERY (1979)
 DU0228
 DU0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0228'6.0 KILOMETERS (3.7 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU0228'NEW COUNTY COURTHOUSE IN GLOBE, ON THE SOUTHERN PACIFIC RAILWAY, SET
 DU0228'IN THE TOP CENTER OF THE SOUTH HEADWALL OF A 1.2- BY 1.8-METER
 DU0228'CONCRETE BOX CULVERT UNDER THE TRACKS, 110 METERS (360 FEET) NORTHEAST
 DU0228'OF THE CENTERLINE OF THE HIGHWAY, 48.5 METERS (159 FEET) NORTHWEST
 DU0228'OF THE CENTER OF A CATTLE GUARD ON THE TRACKS AND 2.0 METERS (6 FEET)
 DU0228'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS.  THE MARK IS A MONEL
 DU0228'METAL RIVET.
 DU0228'THE MARK IS 2 M ABOVE THE HIGHWAY.
 DU0228
 DU0228                          STATION RECOVERY (2006)
 DU0228
 DU0228'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0228'LOCATED A CULVERT AT THE DESCRIBED LOCATION. THE TOP SURFACE OF THE
 DU0228'HEADWALL WAS COVERED WITH ADDITIONAL CONCRETE MASSES. DID NOT IDENTIFY
 DU0228'A RIVET IN THE HEADWALL.
 DU0228
 DU0228                          STATION RECOVERY (2008)
 DU0228
 DU0228'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0228'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0228'MARK. THE CULVERT HEADWALL HAS BEEN RAISED WITH ADDITIONAL CONCRETE TO
 DU0228'RETAIN ROADBED BALLAST. IT APPEARS THE ORIGINAL SURFACE OF THE
 DU0228'HEADWALL IS INTACT, BUT THE RIVET (IF PRESENT) IS NOT ACCESSIBLE
 DU0228'WITHOUT DAMAGING RAILROAD PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1204 ***********************************************************************
 DV1204  DESIGNATION -  RV 48
 DV1204  PID         -  DV1204
 DV1204  STATE/COUNTY-  AZ/LA PAZ
 DV1204  USGS QUAD   -  EAST OF UTTING (1990)
 DV1204
 DV1204                         *CURRENT SURVEY CONTROL
 DV1204  ___________________________________________________________________
 DV1204* NAD 83(1986)-  33 46 50.     (N)    113 48 20.     (W)     SCALED    
 DV1204* NAVD 88     -       393.32   (+/-2cm)    1290.4    (feet)  VERTCON   
 DV1204  ___________________________________________________________________
 DV1204  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV1204  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1204
 DV1204.The horizontal coordinates were scaled from a topographic map and have
 DV1204.an estimated accuracy of +/- 6 seconds.
 DV1204
 DV1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1204.The vertical order pertains to the NGVD 29 superseded value.
 DV1204
 DV1204.The geoid height was determined by GEOID03.
 DV1204
 DV1204;                    North         East    Units  Estimated Accuracy
 DV1204;SPC AZ W     -   308,330.      208,220.      MT  (+/- 180 meters Scaled)
 DV1204
 DV1204                          SUPERSEDED SURVEY CONTROL
 DV1204
 DV1204  NGVD 29 (??/??/92)  392.653  (m)         1288.23   (f) ADJ UNCH    1 2
 DV1204
 DV1204.Superseded values are not recommended for survey control.
 DV1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1204.See file dsdata.txt to determine how the superseded data were derived.
 DV1204
 DV1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC402413(NAD 83)
 DV1204_MARKER: R = RIVET
 DV1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1204_SP_SET: CULVERT
 DV1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1204
 DV1204  HISTORY     - Date     Condition        Report By
 DV1204  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1204  HISTORY     - 1948     GOOD             NGS
 DV1204
 DV1204                          STATION DESCRIPTION
 DV1204
 DV1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1204'4.1 MI NW FROM VICKSBURG.
 DV1204'4.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RWY., FROM
 DV1204'THE STATION AT VICKSBURG, 0.1 MILE SOUTHEAST OF MILEAGE 64.5, AT
 DV1204'DOUBLE TILE CULVERT 65 B, AND IN THE TOP OF THE SOUTH CONCRETE
 DV1204'HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0230 ***********************************************************************
 DU0230  DESIGNATION -  RV 48
 DU0230  PID         -  DU0230
 DU0230  STATE/COUNTY-  AZ/GILA
 DU0230  USGS QUAD   -  CUTTER (1979)
 DU0230
 DU0230                         *CURRENT SURVEY CONTROL
 DU0230  ___________________________________________________________________
 DU0230* NAD 83(1986)-  33 22 17.     (N)    110 43 42.     (W)     SCALED    
 DU0230* NAVD 88     -      1088.245  (meters)    3570.35   (feet)  ADJUSTED  
 DU0230  ___________________________________________________________________
 DU0230  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0230  DYNAMIC HT  -        1086.766 (meters)    3565.50  (feet)  COMP
 DU0230  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 DU0230
 DU0230  VERT ORDER  -  FIRST     CLASS II
 DU0230
 DU0230.The horizontal coordinates were scaled from a topographic map and have
 DU0230.an estimated accuracy of +/- 6 seconds.
 DU0230
 DU0230.The orthometric height was determined by differential leveling
 DU0230.and adjusted in June 1991.
 DU0230
 DU0230.The geoid height was determined by GEOID03.
 DU0230
 DU0230.The dynamic height is computed by dividing the NAVD 88
 DU0230.geopotential number by the normal gravity value computed on the
 DU0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0230.degrees latitude (g = 980.6199 gals.).
 DU0230
 DU0230.The modeled gravity was interpolated from observed gravity values.
 DU0230
 DU0230;                    North         East    Units  Estimated Accuracy
 DU0230;SPC AZ E     -   263,080.      161,100.      MT  (+/- 180 meters Scaled)
 DU0230
 DU0230                          SUPERSEDED SURVEY CONTROL
 DU0230
 DU0230  NGVD 29 (??/??/92) 1087.631  (m)         3568.34   (f) ADJ UNCH    1 2
 DU0230
 DU0230.Superseded values are not recommended for survey control.
 DU0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0230.See file dsdata.txt to determine how the superseded data were derived.
 DU0230
 DU0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB252924(NAD 83)
 DU0230_MARKER: R = RIVET
 DU0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0230_SP_SET: CULVERT
 DU0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0230
 DU0230  HISTORY     - Date     Condition        Report By
 DU0230  HISTORY     - UNK      MONUMENTED       SPRR
 DU0230  HISTORY     - 1933     GOOD             NGS
 DU0230  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0230
 DU0230                          STATION DESCRIPTION
 DU0230
 DU0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0230'3.9 MI E FROM GLOBE.
 DU0230'ON SOUTHERN PACIFIC RIGHT OF WAY, 0.37 MILES EAST OF MILEPOST 1218, 9
 DU0230'FEET SOUTH OF RAILROAD CENTER-LINE, ON HEAD-WALL OF CULVERT MARKED
 DU0230'1217.63.
 DU0230
 DU0230                          STATION RECOVERY (2008)
 DU0230
 DU0230'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0230'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0230'MARK. A CULVERT WAS FOUND AT THE DESCRIBED LOCATION, BUT THERE IS NO
 DU0230'RIVET ON THE SOUTH HEADWALL. THE CULVERT APPEARS TO HAVE BEEN RE-BUILT
 DU0230'AND IS NOT THE EXPECTED STYLE FOR THE ERA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1206 ***********************************************************************
 DV1206  DESIGNATION -  RV 49
 DV1206  PID         -  DV1206
 DV1206  STATE/COUNTY-  AZ/LA PAZ
 DV1206  USGS QUAD   -  EAST OF UTTING (1990)
 DV1206
 DV1206                         *CURRENT SURVEY CONTROL
 DV1206  ___________________________________________________________________
 DV1206* NAD 83(1986)-  33 46 17.     (N)    113 47 37.     (W)     SCALED    
 DV1206* NAVD 88     -       398.53   (+/-2cm)    1307.5    (feet)  VERTCON   
 DV1206  ___________________________________________________________________
 DV1206  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1206  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1206
 DV1206.The horizontal coordinates were scaled from a topographic map and have
 DV1206.an estimated accuracy of +/- 6 seconds.
 DV1206
 DV1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1206.The vertical order pertains to the NGVD 29 superseded value.
 DV1206
 DV1206.The geoid height was determined by GEOID03.
 DV1206
 DV1206;                    North         East    Units  Estimated Accuracy
 DV1206;SPC AZ W     -   307,310.      209,320.      MT  (+/- 180 meters Scaled)
 DV1206
 DV1206                          SUPERSEDED SURVEY CONTROL
 DV1206
 DV1206  NGVD 29 (??/??/92)  397.855  (m)         1305.30   (f) ADJ UNCH    1 2
 DV1206
 DV1206.Superseded values are not recommended for survey control.
 DV1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1206.See file dsdata.txt to determine how the superseded data were derived.
 DV1206
 DV1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC412403(NAD 83)
 DV1206_MARKER: R = RIVET
 DV1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1206_SP_SET: PARAPET WALL
 DV1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1206
 DV1206  HISTORY     - Date     Condition        Report By
 DV1206  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1206  HISTORY     - 1948     GOOD             NGS
 DV1206
 DV1206                          STATION DESCRIPTION
 DV1206
 DV1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1206'3.1 MI NW FROM VICKSBURG.
 DV1206'3.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1206'FROM THE STATION AT VICKSBURG, 0.1 MILE SOUTHEAST OF MILEAGE 63.5, AT
 DV1206'BRIDGE 64 B AND IN THE TOP OF THE SOUTHEAST CONCRETE PARAPET WALL.  A
 DV1206'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0090 ***********************************************************************
 DU0090  DESIGNATION -  RV 5
 DU0090  PID         -  DU0090
 DU0090  STATE/COUNTY-  AZ/GRAHAM
 DU0090  USGS QUAD   -  GERONIMO (1989)
 DU0090
 DU0090                         *CURRENT SURVEY CONTROL
 DU0090  ___________________________________________________________________
 DU0090* NAD 83(1986)-  33 04 15.     (N)    110 01 06.     (W)     SCALED    
 DU0090* NAVD 88     -       820.609  (meters)    2692.28   (feet)  ADJUSTED  
 DU0090  ___________________________________________________________________
 DU0090  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU0090  DYNAMIC HT  -         819.486 (meters)    2688.60  (feet)  COMP
 DU0090  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 DU0090
 DU0090  VERT ORDER  -  FIRST     CLASS II
 DU0090
 DU0090.The horizontal coordinates were scaled from a topographic map and have
 DU0090.an estimated accuracy of +/- 6 seconds.
 DU0090
 DU0090.The orthometric height was determined by differential leveling
 DU0090.and adjusted in June 1991.
 DU0090
 DU0090.The geoid height was determined by GEOID03.
 DU0090
 DU0090.The dynamic height is computed by dividing the NAVD 88
 DU0090.geopotential number by the normal gravity value computed on the
 DU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0090.degrees latitude (g = 980.6199 gals.).
 DU0090
 DU0090.The modeled gravity was interpolated from observed gravity values.
 DU0090
 DU0090;                    North         East    Units  Estimated Accuracy
 DU0090;SPC AZ E     -   229,620.      227,210.      MT  (+/- 180 meters Scaled)
 DU0090
 DU0090                          SUPERSEDED SURVEY CONTROL
 DU0090
 DU0090  NGVD 29 (??/??/92)  820.025  (m)         2690.37   (f) ADJ UNCH    1 2
 DU0090
 DU0090.Superseded values are not recommended for survey control.
 DU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0090.See file dsdata.txt to determine how the superseded data were derived.
 DU0090
 DU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB916595(NAD 83)
 DU0090_MARKER: R = RIVET
 DU0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0090_SP_SET: ABUTMENT
 DU0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0090+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU0090
 DU0090  HISTORY     - Date     Condition        Report By
 DU0090  HISTORY     - UNK      MONUMENTED       SPRR
 DU0090  HISTORY     - 1934     GOOD             NGS
 DU0090  HISTORY     - 20081009 GOOD             GEOCAC
 DU0090
 DU0090                          STATION DESCRIPTION
 DU0090
 DU0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0090'1.0 MI SE FROM GERONIMO.
 DU0090'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0090'STATION AT GERONIMO, 4-1/2 POLES NORTHWEST OF MILEPOST 1163, AT
 DU0090'TRESTLE NO. 1163.14, IN THE TOP OF THE WEST CONCRETE ABUTMENT, AND 9
 DU0090'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL
 DU0090'RIVET.
 DU0090
 DU0090                          STATION RECOVERY (2008)
 DU0090
 DU0090'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0090'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0090'04.246' W110  01.140'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1207 ***********************************************************************
 DV1207  DESIGNATION -  RV 50
 DV1207  PID         -  DV1207
 DV1207  STATE/COUNTY-  AZ/LA PAZ
 DV1207  USGS QUAD   -  EAST OF UTTING (1990)
 DV1207
 DV1207                         *CURRENT SURVEY CONTROL
 DV1207  ___________________________________________________________________
 DV1207* NAD 83(1986)-  33 45 51.     (N)    113 47 07.     (W)     SCALED    
 DV1207* NAVD 88     -       402.56   (+/-2cm)    1320.7    (feet)  VERTCON   
 DV1207  ___________________________________________________________________
 DV1207  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1207
 DV1207.The horizontal coordinates were scaled from a topographic map and have
 DV1207.an estimated accuracy of +/- 6 seconds.
 DV1207
 DV1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1207.The vertical order pertains to the NGVD 29 superseded value.
 DV1207
 DV1207.The geoid height was determined by GEOID03.
 DV1207
 DV1207;                    North         East    Units  Estimated Accuracy
 DV1207;SPC AZ W     -   306,510.      210,090.      MT  (+/- 180 meters Scaled)
 DV1207
 DV1207                          SUPERSEDED SURVEY CONTROL
 DV1207
 DV1207  NGVD 29 (??/??/92)  401.88   (m)         1318.5    (f) COMPUTED    2 0
 DV1207
 DV1207.Superseded values are not recommended for survey control.
 DV1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1207.See file dsdata.txt to determine how the superseded data were derived.
 DV1207
 DV1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC420394(NAD 83)
 DV1207_MARKER: R = RIVET
 DV1207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1207_SP_SET: FOOTING
 DV1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1207
 DV1207  HISTORY     - Date     Condition        Report By
 DV1207  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1207  HISTORY     - 1948     MARK NOT FOUND   NGS
 DV1207
 DV1207                          STATION DESCRIPTION
 DV1207
 DV1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1207'2.4 MI NW FROM VICKSBURG.
 DV1207'2.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RWY. FROM
 DV1207'THE STATION AT VICKSBURG, 0.3 MILES SOUTHEAST OF MILEPOST 63, 0.2 MILE
 DV1207'NORTHWEST OF A PUBLIC-ROAD CROSSING, AT THE SOUTHEAST END OF BRIDGE 63
 DV1207'B, AND IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE FOOTING OF PIER
 DV1207'3.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1209 ***********************************************************************
 DV1209  DESIGNATION -  RV 51
 DV1209  PID         -  DV1209
 DV1209  STATE/COUNTY-  AZ/LA PAZ
 DV1209  USGS QUAD   -  EAST OF UTTING (1990)
 DV1209
 DV1209                         *CURRENT SURVEY CONTROL
 DV1209  ___________________________________________________________________
 DV1209* NAD 83(1986)-  33 45 21.     (N)    113 46 34.     (W)     SCALED    
 DV1209* NAVD 88     -       408.77   (+/-2cm)    1341.1    (feet)  VERTCON   
 DV1209  ___________________________________________________________________
 DV1209  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV1209  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1209
 DV1209.The horizontal coordinates were scaled from a topographic map and have
 DV1209.an estimated accuracy of +/- 6 seconds.
 DV1209
 DV1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1209.The vertical order pertains to the NGVD 29 superseded value.
 DV1209
 DV1209.The geoid height was determined by GEOID03.
 DV1209
 DV1209;                    North         East    Units  Estimated Accuracy
 DV1209;SPC AZ W     -   305,580.      210,940.      MT  (+/- 180 meters Scaled)
 DV1209
 DV1209                          SUPERSEDED SURVEY CONTROL
 DV1209
 DV1209  NGVD 29 (??/??/92)  408.096  (m)         1338.89   (f) ADJ UNCH    1 2
 DV1209
 DV1209.Superseded values are not recommended for survey control.
 DV1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1209.See file dsdata.txt to determine how the superseded data were derived.
 DV1209
 DV1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC428385(NAD 83)
 DV1209_MARKER: R = RIVET
 DV1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1209_SP_SET: PARAPET WALL
 DV1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1209
 DV1209  HISTORY     - Date     Condition        Report By
 DV1209  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1209  HISTORY     - 1948     GOOD             NGS
 DV1209
 DV1209                          STATION DESCRIPTION
 DV1209
 DV1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1209'1.6 MI NW FROM VICKSBURG.
 DV1209'1.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RWY., FROM
 DV1209'THE STATION AT VICKSBURG, 0.1 MILE SOUTHEAST OF MILEPOST 62, AT WOODEN
 DV1209'BRIDGE 62 D, AND IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL. A
 DV1209'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0241 ***********************************************************************
 DU0241  DESIGNATION -  RV 51
 DU0241  PID         -  DU0241
 DU0241  STATE/COUNTY-  AZ/GILA
 DU0241  USGS QUAD   -  GLOBE (1982)
 DU0241
 DU0241                         *CURRENT SURVEY CONTROL
 DU0241  ___________________________________________________________________
 DU0241* NAD 83(1986)-  33 24 53.     (N)    110 47 46.     (W)     SCALED    
 DU0241* NAVD 88     -      1039.826  (meters)    3411.50   (feet)  ADJUSTED  
 DU0241  ___________________________________________________________________
 DU0241  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0241  DYNAMIC HT  -        1038.422 (meters)    3406.89  (feet)  COMP
 DU0241  MODELED GRAV-     979,251.9   (mgal)                       NAVD 88
 DU0241
 DU0241  VERT ORDER  -  FIRST     CLASS II
 DU0241
 DU0241.The horizontal coordinates were scaled from a topographic map and have
 DU0241.an estimated accuracy of +/- 6 seconds.
 DU0241
 DU0241.The orthometric height was determined by differential leveling
 DU0241.and adjusted in June 1991.
 DU0241
 DU0241.The geoid height was determined by GEOID03.
 DU0241
 DU0241.The dynamic height is computed by dividing the NAVD 88
 DU0241.geopotential number by the normal gravity value computed on the
 DU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0241.degrees latitude (g = 980.6199 gals.).
 DU0241
 DU0241.The modeled gravity was interpolated from observed gravity values.
 DU0241
 DU0241;                    North         East    Units  Estimated Accuracy
 DU0241;SPC AZ E     -   267,920.      154,820.      MT  (+/- 180 meters Scaled)
 DU0241
 DU0241                          SUPERSEDED SURVEY CONTROL
 DU0241
 DU0241  NGVD 29 (??/??/92) 1039.206  (m)         3409.46   (f) ADJ UNCH    1 2
 DU0241
 DU0241.Superseded values are not recommended for survey control.
 DU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0241.See file dsdata.txt to determine how the superseded data were derived.
 DU0241
 DU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB189972(NAD 83)
 DU0241_MARKER: R = RIVET
 DU0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0241_SP_SET: DECK
 DU0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0241
 DU0241  HISTORY     - Date     Condition        Report By
 DU0241  HISTORY     - UNK      MONUMENTED       SPRR
 DU0241  HISTORY     - 1933     GOOD             NGS
 DU0241
 DU0241                          STATION DESCRIPTION
 DU0241
 DU0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0241'1.5 MI NW FROM GLOBE.
 DU0241'1.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0241'STATION AT GLOBE, 475 FEET NORTHWEST OF MILEPOST 1223, AT
 DU0241'CONCRETE-ARCH CULVERT NO. 1223.09, IN THE TOP OF THE DECK, AND 15 FEET
 DU0241'SOUTHWEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1211 ***********************************************************************
 DV1211  DESIGNATION -  RV 52
 DV1211  PID         -  DV1211
 DV1211  STATE/COUNTY-  AZ/LA PAZ
 DV1211  USGS QUAD   -  VICKSBURG (1990)
 DV1211
 DV1211                         *CURRENT SURVEY CONTROL
 DV1211  ___________________________________________________________________
 DV1211* NAD 83(1986)-  33 44 41.     (N)    113 45 10.     (W)     SCALED    
 DV1211* NAVD 88     -       421.35   (+/-2cm)    1382.4    (feet)  VERTCON   
 DV1211  ___________________________________________________________________
 DV1211  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1211  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1211
 DV1211.The horizontal coordinates were scaled from a topographic map and have
 DV1211.an estimated accuracy of +/- 6 seconds.
 DV1211
 DV1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1211.The vertical order pertains to the NGVD 29 superseded value.
 DV1211
 DV1211.The geoid height was determined by GEOID03.
 DV1211
 DV1211;                    North         East    Units  Estimated Accuracy
 DV1211;SPC AZ W     -   304,350.      213,100.      MT  (+/- 180 meters Scaled)
 DV1211
 DV1211                          SUPERSEDED SURVEY CONTROL
 DV1211
 DV1211  NGVD 29 (??/??/92)  420.667  (m)         1380.14   (f) ADJ UNCH    1 2
 DV1211
 DV1211.Superseded values are not recommended for survey control.
 DV1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1211.See file dsdata.txt to determine how the superseded data were derived.
 DV1211
 DV1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC449372(NAD 83)
 DV1211_MARKER: R = RIVET
 DV1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV1211_SP_SET: CULVERT
 DV1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1211+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DV1211
 DV1211  HISTORY     - Date     Condition        Report By
 DV1211  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV1211  HISTORY     - 1948     GOOD             NGS
 DV1211  HISTORY     - 20060219 GOOD             USPSQD
 DV1211
 DV1211                          STATION DESCRIPTION
 DV1211
 DV1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1211'IN VICKSBURG.
 DV1211'AT VICKSBURG, 0.1 MILE WEST OF THE ATCHISON, TOPEKA AND SANTA FE RWY.
 DV1211'STATION, 0.4 MILE WEST OF MILEPOST 60, AT CULVERT 61 C, AND IN THE TOP
 DV1211'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL.  A STANDARD
 DV1211'MONEL-METAL RIVET.
 DV1211
 DV1211                          STATION RECOVERY (2006)
 DV1211
 DV1211'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0242 ***********************************************************************
 DU0242  DESIGNATION -  RV 53
 DU0242  PID         -  DU0242
 DU0242  STATE/COUNTY-  AZ/GILA
 DU0242  USGS QUAD   -  GLOBE (1982)
 DU0242
 DU0242                         *CURRENT SURVEY CONTROL
 DU0242  ___________________________________________________________________
 DU0242* NAD 83(1986)-  33 26 22.     (N)    110 48 46.     (W)     SCALED    
 DU0242* NAVD 88     -      1007.654  (meters)    3305.94   (feet)  ADJUSTED  
 DU0242  ___________________________________________________________________
 DU0242  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DU0242  DYNAMIC HT  -        1006.296 (meters)    3301.49  (feet)  COMP
 DU0242  MODELED GRAV-     979,255.2   (mgal)                       NAVD 88
 DU0242
 DU0242  VERT ORDER  -  FIRST     CLASS II
 DU0242
 DU0242.The horizontal coordinates were scaled from a topographic map and have
 DU0242.an estimated accuracy of +/- 6 seconds.
 DU0242
 DU0242.The orthometric height was determined by differential leveling
 DU0242.and adjusted in June 1991.
 DU0242
 DU0242.The geoid height was determined by GEOID03.
 DU0242
 DU0242.The dynamic height is computed by dividing the NAVD 88
 DU0242.geopotential number by the normal gravity value computed on the
 DU0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0242.degrees latitude (g = 980.6199 gals.).
 DU0242
 DU0242.The modeled gravity was interpolated from observed gravity values.
 DU0242
 DU0242;                    North         East    Units  Estimated Accuracy
 DU0242;SPC AZ E     -   270,670.      153,290.      MT  (+/- 180 meters Scaled)
 DU0242
 DU0242                          SUPERSEDED SURVEY CONTROL
 DU0242
 DU0242  NGVD 29 (??/??/92) 1007.037  (m)         3303.92   (f) ADJ UNCH    1 2
 DU0242
 DU0242.Superseded values are not recommended for survey control.
 DU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0242.See file dsdata.txt to determine how the superseded data were derived.
 DU0242
 DU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC174000(NAD 83)
 DU0242_MARKER: R = RIVET
 DU0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0242_SP_SET: CULVERT
 DU0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0242
 DU0242  HISTORY     - Date     Condition        Report By
 DU0242  HISTORY     - UNK      MONUMENTED       SPRR
 DU0242  HISTORY     - 1933     GOOD             NGS
 DU0242
 DU0242                          STATION DESCRIPTION
 DU0242
 DU0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0242'3.7 MI NW FROM GLOBE.
 DU0242'3.7 MILES NORTHWEST, ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DU0242'GLOBE, 0.2 MILE NORTHWEST OF MILEPOST 1225, AT CULVERT NO. 1225.22, IN
 DU0242'THE TOP OF THE WEST CONCRETE HEADWALL, AND 18 FEET WEST OF THE
 DU0242'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0243 ***********************************************************************
 DU0243  DESIGNATION -  RV 54
 DU0243  PID         -  DU0243
 DU0243  STATE/COUNTY-  AZ/GILA
 DU0243  USGS QUAD   -  GLOBE (1982)
 DU0243
 DU0243                         *CURRENT SURVEY CONTROL
 DU0243  ___________________________________________________________________
 DU0243* NAD 83(1986)-  33 26 36.     (N)    110 48 49.     (W)     SCALED    
 DU0243* NAVD 88     -      1004.790  (meters)    3296.55   (feet)  ADJUSTED  
 DU0243  ___________________________________________________________________
 DU0243  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DU0243  DYNAMIC HT  -        1003.436 (meters)    3292.11  (feet)  COMP
 DU0243  MODELED GRAV-     979,255.5   (mgal)                       NAVD 88
 DU0243
 DU0243  VERT ORDER  -  FIRST     CLASS II
 DU0243
 DU0243.The horizontal coordinates were scaled from a topographic map and have
 DU0243.an estimated accuracy of +/- 6 seconds.
 DU0243
 DU0243.The orthometric height was determined by differential leveling
 DU0243.and adjusted in June 1991.
 DU0243
 DU0243.The geoid height was determined by GEOID03.
 DU0243
 DU0243.The dynamic height is computed by dividing the NAVD 88
 DU0243.geopotential number by the normal gravity value computed on the
 DU0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0243.degrees latitude (g = 980.6199 gals.).
 DU0243
 DU0243.The modeled gravity was interpolated from observed gravity values.
 DU0243
 DU0243;                    North         East    Units  Estimated Accuracy
 DU0243;SPC AZ E     -   271,100.      153,210.      MT  (+/- 180 meters Scaled)
 DU0243
 DU0243                          SUPERSEDED SURVEY CONTROL
 DU0243
 DU0243  NGVD 29 (??/??/92) 1004.173  (m)         3294.52   (f) ADJ UNCH    1 2
 DU0243
 DU0243.Superseded values are not recommended for survey control.
 DU0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0243.See file dsdata.txt to determine how the superseded data were derived.
 DU0243
 DU0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC173004(NAD 83)
 DU0243_MARKER: R = RIVET
 DU0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0243_SP_SET: CULVERT
 DU0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0243
 DU0243  HISTORY     - Date     Condition        Report By
 DU0243  HISTORY     - UNK      MONUMENTED       SPRR
 DU0243  HISTORY     - 1933     GOOD             NGS
 DU0243
 DU0243                          STATION DESCRIPTION
 DU0243
 DU0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0243'3.9 MI NW FROM GLOBE.
 DU0243'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0243'STATION AT GLOBE, 0.5 MILE NORTHWEST OF MILEPOST 1225, AT THE EAST END
 DU0243'OF A GRADE EXCAVATION, AT CONCRETE CULVERT NO. 1225.47, IN THE TOP OF
 DU0243'THE DECK, AND 9 FEET NORTH OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0245 ***********************************************************************
 DU0245  DESIGNATION -  RV 55
 DU0245  PID         -  DU0245
 DU0245  STATE/COUNTY-  AZ/GILA
 DU0245  USGS QUAD   -  GLOBE (1982)
 DU0245
 DU0245                         *CURRENT SURVEY CONTROL
 DU0245  ___________________________________________________________________
 DU0245* NAD 83(1986)-  33 27 00.     (N)    110 49 28.     (W)     SCALED    
 DU0245* NAVD 88     -       992.840  (meters)    3257.34   (feet)  ADJUSTED  
 DU0245  ___________________________________________________________________
 DU0245  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DU0245  DYNAMIC HT  -         991.506 (meters)    3252.97  (feet)  COMP
 DU0245  MODELED GRAV-     979,260.4   (mgal)                       NAVD 88
 DU0245
 DU0245  VERT ORDER  -  FIRST     CLASS II
 DU0245
 DU0245.The horizontal coordinates were scaled from a topographic map and have
 DU0245.an estimated accuracy of +/- 6 seconds.
 DU0245
 DU0245.The orthometric height was determined by differential leveling
 DU0245.and adjusted in June 1991.
 DU0245
 DU0245.The geoid height was determined by GEOID03.
 DU0245
 DU0245.The dynamic height is computed by dividing the NAVD 88
 DU0245.geopotential number by the normal gravity value computed on the
 DU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0245.degrees latitude (g = 980.6199 gals.).
 DU0245
 DU0245.The modeled gravity was interpolated from observed gravity values.
 DU0245
 DU0245;                    North         East    Units  Estimated Accuracy
 DU0245;SPC AZ E     -   271,850.      152,210.      MT  (+/- 180 meters Scaled)
 DU0245
 DU0245                          SUPERSEDED SURVEY CONTROL
 DU0245
 DU0245  NGVD 29 (??/??/92)  992.228  (m)         3255.33   (f) ADJ UNCH    1 2
 DU0245
 DU0245.Superseded values are not recommended for survey control.
 DU0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0245.See file dsdata.txt to determine how the superseded data were derived.
 DU0245
 DU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC163011(NAD 83)
 DU0245_MARKER: R = RIVET
 DU0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0245_SP_SET: ABUTMENT
 DU0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0245+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DU0245
 DU0245  HISTORY     - Date     Condition        Report By
 DU0245  HISTORY     - UNK      MONUMENTED       SPRR
 DU0245  HISTORY     - 1933     GOOD             NGS
 DU0245  HISTORY     - 20081114 GOOD             GEOCAC
 DU0245
 DU0245                          STATION DESCRIPTION
 DU0245
 DU0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0245'4.7 MI NW FROM GLOBE.
 DU0245'4.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0245'STATION AT GLOBE, 9 POLES WEST OF MILEPOST 1226, 33 FEET WEST OF THE
 DU0245'POINT OF THE WEST SWITCH AT RADIUM STATION, AT BALLAST-DECK TRESTLE
 DU0245'NO. 1226.30, IN THE TOP OF THE EAST CONCRETE ABUTMENT, AND 9 FEET
 DU0245'NORTH OF THE CENTERLINE OF THE TRACK.
 DU0245
 DU0245                          STATION RECOVERY (2008)
 DU0245
 DU0245'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0245'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU0245'33 27 00.9 (N)   110 49 28.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0794 ***********************************************************************
 DU0794  DESIGNATION -  RV 56
 DU0794  PID         -  DU0794
 DU0794  STATE/COUNTY-  AZ/MARICOPA
 DU0794  USGS QUAD   -  TEMPE (1982)
 DU0794
 DU0794                         *CURRENT SURVEY CONTROL
 DU0794  ___________________________________________________________________
 DU0794* NAD 83(1986)-  33 25 47.     (N)    111 56 37.     (W)     SCALED    
 DU0794* NAVD 88     -       355.35   (+/-2cm)    1165.8    (feet)  VERTCON   
 DU0794  ___________________________________________________________________
 DU0794  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0794
 DU0794.The horizontal coordinates were scaled from a topographic map and have
 DU0794.an estimated accuracy of +/- 6 seconds.
 DU0794
 DU0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0794.The vertical order pertains to the NGVD 29 superseded value.
 DU0794
 DU0794.The geoid height was determined by GEOID03.
 DU0794
 DU0794;                    North         East    Units  Estimated Accuracy
 DU0794;SPC AZ C     -   269,410.      210,850.      MT  (+/- 180 meters Scaled)
 DU0794
 DU0794                          SUPERSEDED SURVEY CONTROL
 DU0794
 DU0794  NGVD 29 (??/??/92)  354.717  (m)         1163.77   (f) ADJ UNCH    2 0
 DU0794
 DU0794.Superseded values are not recommended for survey control.
 DU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0794.See file dsdata.txt to determine how the superseded data were derived.
 DU0794
 DU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122993(NAD 83)
 DU0794_MARKER: R = RIVET
 DU0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0794_SP_SET: CONCRETE BASE
 DU0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0794
 DU0794  HISTORY     - Date     Condition        Report By
 DU0794  HISTORY     - UNK      MONUMENTED       SPRR
 DU0794  HISTORY     - 1961     GOOD             NGS
 DU0794  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0794  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU0794
 DU0794                          STATION DESCRIPTION
 DU0794
 DU0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DU0794'IN TEMPE.
 DU0794'AT TEMPE MARICOPA COUNTY, BETWEEN THE SOUTHERN PACIFIC CO. RAILROAD
 DU0794'STATION AND THE RAILROAD BRIDGE OVER SALT RIVER, 12 FEET WEST OF THE
 DU0794'CENTER LINE OF THE TRACK, AND IN THE TOP OF THE CONCRETE BASE OF
 DU0794'DOUBLE-BLOCK SIGNAL 9142.  A STANDARD MONEL-METAL RIVET.
 DU0794
 DU0794                          STATION RECOVERY (1992)
 DU0794
 DU0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0794'THE SEMAPHORE BASE HAS BEEN REMOVED.  ASSUMED DESTROYED.
 DU0794
 DU0794                          STATION RECOVERY (2007)
 DU0794
 DU0794'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0794'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0794'MARK. THE ORIGINAL CONCRETE BASE HAS BEEN REPLACED WITH A METAL
 DU0794'STRUCTURE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0796 ***********************************************************************
 DU0796  DESIGNATION -  RV 57
 DU0796  PID         -  DU0796
 DU0796  STATE/COUNTY-  AZ/MARICOPA
 DU0796  USGS QUAD   -  TEMPE (1982)
 DU0796
 DU0796                         *CURRENT SURVEY CONTROL
 DU0796  ___________________________________________________________________
 DU0796* NAD 83(1986)-  33 25 01.     (N)    111 56 37.     (W)     SCALED    
 DU0796* NAVD 88     -       355.07   (+/-2cm)    1164.9    (feet)  VERTCON   
 DU0796  ___________________________________________________________________
 DU0796  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0796
 DU0796.The horizontal coordinates were scaled from a topographic map and have
 DU0796.an estimated accuracy of +/- 6 seconds.
 DU0796
 DU0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0796.The vertical order pertains to the NGVD 29 superseded value.
 DU0796
 DU0796.The geoid height was determined by GEOID03.
 DU0796
 DU0796;                    North         East    Units  Estimated Accuracy
 DU0796;SPC AZ C     -   267,990.      210,850.      MT  (+/- 180 meters Scaled)
 DU0796
 DU0796                          SUPERSEDED SURVEY CONTROL
 DU0796
 DU0796  NGVD 29 (??/??/92)  354.440  (m)         1162.86   (f) ADJ UNCH    2 0
 DU0796
 DU0796.Superseded values are not recommended for survey control.
 DU0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0796.See file dsdata.txt to determine how the superseded data were derived.
 DU0796
 DU0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122979(NAD 83)
 DU0796_MARKER: R = RIVET
 DU0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0796_SP_SET: CONCRETE BASE
 DU0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0796+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2007
 DU0796
 DU0796  HISTORY     - Date     Condition        Report By
 DU0796  HISTORY     - UNK      MONUMENTED       SPRR
 DU0796  HISTORY     - 1948     GOOD             NGS
 DU0796  HISTORY     - 20070705 GOOD             GEOCAC
 DU0796
 DU0796                          STATION DESCRIPTION
 DU0796
 DU0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0796'IN TEMPE.
 DU0796'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0796'STATION AT TEMPE, MARICOPA COUNTY, 12 FEET EAST OF THE CENTERLINE OF
 DU0796'THE TRACK, AND IN THE TOP OF THE CONCRETE BASE OF BLOCK SIGNAL 9153.
 DU0796
 DU0796                          STATION RECOVERY (2007)
 DU0796
 DU0796'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0350 ***********************************************************************
 DV0350  DESIGNATION -  RV 58
 DV0350  PID         -  DV0350
 DV0350  STATE/COUNTY-  AZ/PINAL
 DV0350  USGS QUAD   -  PIMA BUTTE (1967)
 DV0350
 DV0350                         *CURRENT SURVEY CONTROL
 DV0350  ___________________________________________________________________
 DV0350* NAD 83(1986)-  33 10 26.     (N)    112 00 16.     (W)     SCALED    
 DV0350* NAVD 88     -       345.75   (+/-2cm)    1134.3    (feet)  VERTCON   
 DV0350  ___________________________________________________________________
 DV0350  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0350
 DV0350.The horizontal coordinates were scaled from a topographic map and have
 DV0350.an estimated accuracy of +/- 6 seconds.
 DV0350
 DV0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0350.The vertical order pertains to the NGVD 29 superseded value.
 DV0350
 DV0350.The geoid height was determined by GEOID03.
 DV0350
 DV0350;                    North         East    Units  Estimated Accuracy
 DV0350;SPC AZ C     -   241,040.      205,170.      MT  (+/- 180 meters Scaled)
 DV0350
 DV0350                          SUPERSEDED SURVEY CONTROL
 DV0350
 DV0350  NGVD 29 (??/??/92)  345.236  (m)         1132.66   (f) ADJ UNCH    2 0
 DV0350
 DV0350.Superseded values are not recommended for survey control.
 DV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0350.See file dsdata.txt to determine how the superseded data were derived.
 DV0350
 DV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB063710(NAD 83)
 DV0350_MARKER: R = RIVET
 DV0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0350_SP_SET: ABUTMENT
 DV0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0350
 DV0350  HISTORY     - Date     Condition        Report By
 DV0350  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0350  HISTORY     - 1933     GOOD             NGS
 DV0350  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0350
 DV0350                          STATION DESCRIPTION
 DV0350
 DV0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0350'8.6 MI N FROM MARICOPA.
 DV0350'ON SOUTHERN PACIFIC RIGHT OF WAY, ON NORTH BANK OF GILA RIVER, ON TOP
 DV0350'OF SOUTHWESTERLY CORNER OF NORTHERLY ABUTEMENT TO GILA RAILROAD
 DV0350'BRIDGE, AND CEMENTED IN STONE.
 DV0350
 DV0350                          STATION RECOVERY (2007)
 DV0350
 DV0350'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0350'NOTHING REMAINS OF THE OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0939 ***********************************************************************
 DU0939  DESIGNATION -  RV 59
 DU0939  PID         -  DU0939
 DU0939  STATE/COUNTY-  AZ/MARICOPA
 DU0939  USGS QUAD   -  TEMPE (1982)
 DU0939
 DU0939                         *CURRENT SURVEY CONTROL
 DU0939  ___________________________________________________________________
 DU0939* NAD 83(1986)-  33 26 14.     (N)    111 56 48.     (W)     SCALED    
 DU0939* NAVD 88     -       356.88   (+/-2cm)    1170.9    (feet)  VERTCON   
 DU0939  ___________________________________________________________________
 DU0939  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0939
 DU0939.The horizontal coordinates were scaled from a topographic map and have
 DU0939.an estimated accuracy of +/- 6 seconds.
 DU0939
 DU0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0939.The vertical order pertains to the NGVD 29 superseded value.
 DU0939
 DU0939.The geoid height was determined by GEOID03.
 DU0939
 DU0939;                    North         East    Units  Estimated Accuracy
 DU0939;SPC AZ C     -   270,240.      210,570.      MT  (+/- 180 meters Scaled)
 DU0939
 DU0939                          SUPERSEDED SURVEY CONTROL
 DU0939
 DU0939  NGVD 29 (??/??/92)  356.239  (m)         1168.76   (f) ADJ UNCH    2 0
 DU0939
 DU0939.Superseded values are not recommended for survey control.
 DU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0939.See file dsdata.txt to determine how the superseded data were derived.
 DU0939
 DU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC120001(NAD 83)
 DU0939_MARKER: R = RIVET
 DU0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0939_SP_SET: CONCRETE BASE
 DU0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0939
 DU0939  HISTORY     - Date     Condition        Report By
 DU0939  HISTORY     - UNK      MONUMENTED       SPRR
 DU0939  HISTORY     - 1963     GOOD             NGS
 DU0939  HISTORY     - 1971     GOOD             NGS
 DU0939  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU0939
 DU0939                          STATION DESCRIPTION
 DU0939
 DU0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0939'0.6 MI W FROM TEMPE.
 DU0939'0.6 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TEMPE,
 DU0939'ABOUT 0.05 MILE EAST OF A ROAD CROSSING, AT SEMAPHORE NO. 9138, THE
 DU0939'FIRST SEMAPHORE WEST OF THE TEMPE BRIDGE, 8 FEET SOUTH OF THE SOUTH
 DU0939'RAIL, AND ABOUT LEVEL WITH THE TRACK, A METAL RIVET IN TOP OF THE
 DU0939'CONCRETE BASE OF THE SEMAPHORE.
 DU0939
 DU0939                          STATION RECOVERY (1971)
 DU0939
 DU0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU0939'RECOVERED IN GOOD CONDITION.
 DU0939
 DU0939                          STATION RECOVERY (2007)
 DU0939
 DU0939'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0939'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0939'MARK. THE SEMAPHORE AND IT'S CONCRETE BASE HAVE BEEN REMOVED. ASSUMED
 DU0939'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0091 ***********************************************************************
 DU0091  DESIGNATION -  RV 6
 DU0091  PID         -  DU0091
 DU0091  STATE/COUNTY-  AZ/GRAHAM
 DU0091  USGS QUAD   -  GERONIMO (1989)
 DU0091
 DU0091                         *CURRENT SURVEY CONTROL
 DU0091  ___________________________________________________________________
 DU0091* NAD 83(1986)-  33 04 24.     (N)    110 01 20.     (W)     SCALED    
 DU0091* NAVD 88     -       822.363  (meters)    2698.04   (feet)  ADJUSTED  
 DU0091  ___________________________________________________________________
 DU0091  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU0091  DYNAMIC HT  -         821.239 (meters)    2694.35  (feet)  COMP
 DU0091  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 DU0091
 DU0091  VERT ORDER  -  FIRST     CLASS II
 DU0091
 DU0091.The horizontal coordinates were scaled from a topographic map and have
 DU0091.an estimated accuracy of +/- 6 seconds.
 DU0091
 DU0091.The orthometric height was determined by differential leveling
 DU0091.and adjusted in June 1991.
 DU0091
 DU0091.The geoid height was determined by GEOID03.
 DU0091
 DU0091.The dynamic height is computed by dividing the NAVD 88
 DU0091.geopotential number by the normal gravity value computed on the
 DU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0091.degrees latitude (g = 980.6199 gals.).
 DU0091
 DU0091.The modeled gravity was interpolated from observed gravity values.
 DU0091
 DU0091;                    North         East    Units  Estimated Accuracy
 DU0091;SPC AZ E     -   229,890.      226,850.      MT  (+/- 180 meters Scaled)
 DU0091
 DU0091                          SUPERSEDED SURVEY CONTROL
 DU0091
 DU0091  NGVD 29 (??/??/92)  821.780  (m)         2696.12   (f) ADJ UNCH    1 2
 DU0091
 DU0091.Superseded values are not recommended for survey control.
 DU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0091.See file dsdata.txt to determine how the superseded data were derived.
 DU0091
 DU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB912598(NAD 83)
 DU0091_MARKER: R = RIVET
 DU0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0091_SP_SET: CULVERT
 DU0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0091
 DU0091  HISTORY     - Date     Condition        Report By
 DU0091  HISTORY     - UNK      MONUMENTED       SPRR
 DU0091  HISTORY     - 1933     GOOD             NGS
 DU0091  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 DU0091
 DU0091                          STATION DESCRIPTION
 DU0091
 DU0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0091'0.6 MI S FROM GERONIMO.
 DU0091'ON SOUTHERN PACIFIC RIGHT OF WAY, 25 FEET NORTHEAST OF RAILROAD
 DU0091'CENTER-LINE, ON RAILROAD CULVERT MARKED 1163.52.
 DU0091
 DU0091                          STATION RECOVERY (2008)
 DU0091
 DU0091'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0091'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0091'MARK. THE CULVERT WAS LOCATED AS DESCRIBED, BUT THERE IS NO RIVET
 DU0091'THERE. THE TOP OF THE HEADWALL APPEARS TO HAVE BEEN RE-SURFACED AT
 DU0091'SOME TIME, THERE IS A SEPARATE LAYER OF CONCRETE THAT IS FLAKING OFF
 DU0091'IN SOME AREAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0940 ***********************************************************************
 DU0940  DESIGNATION -  RV 61
 DU0940  PID         -  DU0940
 DU0940  STATE/COUNTY-  AZ/MARICOPA
 DU0940  USGS QUAD   -  TEMPE (1982)
 DU0940
 DU0940                         *CURRENT SURVEY CONTROL
 DU0940  ___________________________________________________________________
 DU0940* NAD 83(1986)-  33 26 27.     (N)    111 57 56.     (W)     SCALED    
 DU0940* NAVD 88     -       352.51   (+/-2cm)    1156.5    (feet)  VERTCON   
 DU0940  ___________________________________________________________________
 DU0940  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0940
 DU0940.The horizontal coordinates were scaled from a topographic map and have
 DU0940.an estimated accuracy of +/- 6 seconds.
 DU0940
 DU0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0940.The vertical order pertains to the NGVD 29 superseded value.
 DU0940
 DU0940.The geoid height was determined by GEOID03.
 DU0940
 DU0940;                    North         East    Units  Estimated Accuracy
 DU0940;SPC AZ C     -   270,640.      208,810.      MT  (+/- 180 meters Scaled)
 DU0940
 DU0940                          SUPERSEDED SURVEY CONTROL
 DU0940
 DU0940  NGVD 29 (??/??/92)  351.855  (m)         1154.38   (f) ADJ UNCH    2 0
 DU0940
 DU0940.Superseded values are not recommended for survey control.
 DU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0940.See file dsdata.txt to determine how the superseded data were derived.
 DU0940
 DU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC102005(NAD 83)
 DU0940_MARKER: R = RIVET
 DU0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0940_SP_SET: CONCRETE BASE
 DU0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0940
 DU0940  HISTORY     - Date     Condition        Report By
 DU0940  HISTORY     - UNK      MONUMENTED       SPRR
 DU0940  HISTORY     - 1963     GOOD             NGS
 DU0940  HISTORY     - 1971     GOOD             NGS
 DU0940  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0940
 DU0940                          STATION DESCRIPTION
 DU0940
 DU0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0940'1.7 MI W FROM TEMPE.
 DU0940'1.7 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TEMPE, AT
 DU0940'SEMAPHORE NO. 9126, A METAL RIVET IN TOP OF THE CONCRETE BASE OF THE
 DU0940'SEMAPHORE, 6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE
 DU0940'TRACK.
 DU0940
 DU0940                          STATION RECOVERY (1971)
 DU0940
 DU0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU0940'RECOVERED IN GOOD CONDITION.
 DU0940
 DU0940                          STATION RECOVERY (2008)
 DU0940
 DU0940'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0940'A NEW SEMAPHORE SIGNAL (MARKED 9126) WITH A METAL BASE IS AT THE
 DU0940'DESCRIBED LOCATION. AN EXAMINATION OF THE AREA REVEALED THE DISCARDED
 DU0940'CONCRETE BASE OF SOME SORT OF RAILROAD APPARATUS NEARBY. A METAL
 DU0940'PROTRUSION WAS FOUND ON THE FORMER TOP SURFACE, BUT IT WAS NOT MADE OF
 DU0940'THE MONEL METAL USUALLY USED FOR THESE MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0941 ***********************************************************************
 DU0941  DESIGNATION -  RV 62
 DU0941  PID         -  DU0941
 DU0941  STATE/COUNTY-  AZ/MARICOPA
 DU0941  USGS QUAD   -  TEMPE (1982)
 DU0941
 DU0941                         *CURRENT SURVEY CONTROL
 DU0941  ___________________________________________________________________
 DU0941* NAD 83(1986)-  33 26 32.     (N)    111 58 25.     (W)     SCALED    
 DU0941* NAVD 88     -       352.35   (+/-2cm)    1156.0    (feet)  VERTCON   
 DU0941  ___________________________________________________________________
 DU0941  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0941
 DU0941.The horizontal coordinates were scaled from a topographic map and have
 DU0941.an estimated accuracy of +/- 6 seconds.
 DU0941
 DU0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0941.The vertical order pertains to the NGVD 29 superseded value.
 DU0941
 DU0941.The geoid height was determined by GEOID03.
 DU0941
 DU0941;                    North         East    Units  Estimated Accuracy
 DU0941;SPC AZ C     -   270,790.      208,070.      MT  (+/- 180 meters Scaled)
 DU0941
 DU0941                          SUPERSEDED SURVEY CONTROL
 DU0941
 DU0941  NGVD 29 (??/??/92)  351.699  (m)         1153.87   (f) ADJ UNCH    2 0
 DU0941
 DU0941.Superseded values are not recommended for survey control.
 DU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0941.See file dsdata.txt to determine how the superseded data were derived.
 DU0941
 DU0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC095007(NAD 83)
 DU0941_MARKER: R = RIVET
 DU0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0941_SP_SET: CULVERT
 DU0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0941
 DU0941  HISTORY     - Date     Condition        Report By
 DU0941  HISTORY     - UNK      MONUMENTED       SPRR
 DU0941  HISTORY     - 1963     GOOD             NGS
 DU0941  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0941
 DU0941                          STATION DESCRIPTION
 DU0941
 DU0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0941'2.2 MI W FROM TEMPE.
 DU0941'2.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM TEMPE,
 DU0941'ABOUT 0.25 MILE EAST OF THE CROSSING OF SOUTH 48TH STREET, AT CULVERT
 DU0941'NO. 912.13, A MONEL METAL RIVET SET IN THE TOP AND APPROXIMATE CENTER
 DU0941'OF THE SOUTH HEADWALL, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
 DU0941
 DU0941                          STATION RECOVERY (2008)
 DU0941
 DU0941'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0941'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0941'MARK. UNABLE TO LOCATE ANY SIGNS OF A CULVERT IN THE AREA. ASSUMED
 DU0941'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0943 ***********************************************************************
 DU0943  DESIGNATION -  RV 63
 DU0943  PID         -  DU0943
 DU0943  STATE/COUNTY-  AZ/MARICOPA
 DU0943  USGS QUAD   -  TEMPE (1982)
 DU0943
 DU0943                         *CURRENT SURVEY CONTROL
 DU0943  ___________________________________________________________________
 DU0943* NAD 83(1986)-  33 26 37.     (N)    111 58 47.     (W)     SCALED    
 DU0943* NAVD 88     -       352.24   (+/-2cm)    1155.6    (feet)  VERTCON   
 DU0943  ___________________________________________________________________
 DU0943  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0943
 DU0943.The horizontal coordinates were scaled from a topographic map and have
 DU0943.an estimated accuracy of +/- 6 seconds.
 DU0943
 DU0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0943.The vertical order pertains to the NGVD 29 superseded value.
 DU0943
 DU0943.The geoid height was determined by GEOID03.
 DU0943
 DU0943;                    North         East    Units  Estimated Accuracy
 DU0943;SPC AZ C     -   270,950.      207,500.      MT  (+/- 180 meters Scaled)
 DU0943
 DU0943                          SUPERSEDED SURVEY CONTROL
 DU0943
 DU0943  NGVD 29 (??/??/92)  351.586  (m)         1153.50   (f) ADJ UNCH    2 0
 DU0943
 DU0943.Superseded values are not recommended for survey control.
 DU0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0943.See file dsdata.txt to determine how the superseded data were derived.
 DU0943
 DU0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC089008(NAD 83)
 DU0943_MARKER: R = RIVET
 DU0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0943_SP_SET: CONCRETE BASE
 DU0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0943
 DU0943  HISTORY     - Date     Condition        Report By
 DU0943  HISTORY     - UNK      MONUMENTED       SPRR
 DU0943  HISTORY     - 1933     GOOD             NGS
 DU0943  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0943
 DU0943                          STATION DESCRIPTION
 DU0943
 DU0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0943'2.5 MI W FROM TEMPE.
 DU0943'TORVEA STATION, 400 FEET WEST OF, ON CONCRETE BASE OF BLOCK SIGNAL, 15
 DU0943'FEET WEST OF RAILROAD CROSSING, ON NORTH SIDE OF TRACK.
 DU0943
 DU0943                          STATION RECOVERY (2008)
 DU0943
 DU0943'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0943'THERE IS NO CONCRETE SIGNAL BASE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0944 ***********************************************************************
 DU0944  DESIGNATION -  RV 64
 DU0944  PID         -  DU0944
 DU0944  STATE/COUNTY-  AZ/MARICOPA
 DU0944  USGS QUAD   -  TEMPE (1982)
 DU0944
 DU0944                         *CURRENT SURVEY CONTROL
 DU0944  ___________________________________________________________________
 DU0944* NAD 83(1986)-  33 26 37.     (N)    111 59 15.     (W)     SCALED    
 DU0944* NAVD 88     -       348.36   (+/-2cm)    1142.9    (feet)  VERTCON   
 DU0944  ___________________________________________________________________
 DU0944  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0944
 DU0944.The horizontal coordinates were scaled from a topographic map and have
 DU0944.an estimated accuracy of +/- 6 seconds.
 DU0944
 DU0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0944.The vertical order pertains to the NGVD 29 superseded value.
 DU0944
 DU0944.The geoid height was determined by GEOID03.
 DU0944
 DU0944;                    North         East    Units  Estimated Accuracy
 DU0944;SPC AZ C     -   270,950.      206,770.      MT  (+/- 180 meters Scaled)
 DU0944
 DU0944                          SUPERSEDED SURVEY CONTROL
 DU0944
 DU0944  NGVD 29 (??/??/92)  347.706  (m)         1140.77   (f) ADJ UNCH    2 0
 DU0944
 DU0944.Superseded values are not recommended for survey control.
 DU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0944.See file dsdata.txt to determine how the superseded data were derived.
 DU0944
 DU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC082009(NAD 83)
 DU0944_MARKER: R = RIVET
 DU0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0944_SP_SET: CONCRETE BASE
 DU0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0944
 DU0944  HISTORY     - Date     Condition        Report By
 DU0944  HISTORY     - UNK      MONUMENTED       SPRR
 DU0944  HISTORY     - 1933     GOOD             NGS
 DU0944  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0944  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0944
 DU0944                          STATION DESCRIPTION
 DU0944
 DU0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0944'3.0 MI W FROM TEMPE.
 DU0944'MONEL METAL RIVET, 400 FEET EAST OF SWITCH BLOCK, ON CONCRETE BASE OF
 DU0944'BLOCK SIGNAL, NORTH SIDE OF MAIN TRACK.
 DU0944
 DU0944                          STATION RECOVERY (2008)
 DU0944
 DU0944'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0944'THERE IS NO CONCRETE SIGNAL BASE AT THE DESCRIBED LOCATION.
 DU0944
 DU0944                          STATION RECOVERY (2008)
 DU0944
 DU0944'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0944'THERE IS NO SIGNAL BASE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0945 ***********************************************************************
 DU0945  DESIGNATION -  RV 65
 DU0945  PID         -  DU0945
 DU0945  STATE/COUNTY-  AZ/MARICOPA
 DU0945  USGS QUAD   -  TEMPE (1982)
 DU0945
 DU0945                         *CURRENT SURVEY CONTROL
 DU0945  ___________________________________________________________________
 DU0945* NAD 83(1986)-  33 26 38.     (N)    111 59 49.     (W)     SCALED    
 DU0945* NAVD 88     -       345.52   (+/-2cm)    1133.6    (feet)  VERTCON   
 DU0945  ___________________________________________________________________
 DU0945  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0945
 DU0945.The horizontal coordinates were scaled from a topographic map and have
 DU0945.an estimated accuracy of +/- 6 seconds.
 DU0945
 DU0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0945.The vertical order pertains to the NGVD 29 superseded value.
 DU0945
 DU0945.The geoid height was determined by GEOID03.
 DU0945
 DU0945;                    North         East    Units  Estimated Accuracy
 DU0945;SPC AZ C     -   270,980.      205,900.      MT  (+/- 180 meters Scaled)
 DU0945
 DU0945                          SUPERSEDED SURVEY CONTROL
 DU0945
 DU0945  NGVD 29 (??/??/92)  344.869  (m)         1131.46   (f) ADJ UNCH    2 0
 DU0945
 DU0945.Superseded values are not recommended for survey control.
 DU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0945.See file dsdata.txt to determine how the superseded data were derived.
 DU0945
 DU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC073009(NAD 83)
 DU0945_MARKER: R = RIVET
 DU0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0945_SP_SET: CONCRETE BASE
 DU0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0945
 DU0945  HISTORY     - Date     Condition        Report By
 DU0945  HISTORY     - UNK      MONUMENTED       SPRR
 DU0945  HISTORY     - 1933     GOOD             NGS
 DU0945  HISTORY     - 20070716 MARK NOT FOUND   GEOCAC
 DU0945
 DU0945                          STATION DESCRIPTION
 DU0945
 DU0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0945'3.6 MI W FROM TEMPE.
 DU0945'MONEL METAL RIVET, TORVEA, ONE MILE WEST OF, 220 FEET WEST OF RAILROAD
 DU0945'CROSSING, ON CONCRETE BASE OF BLOCK SIGNAL, SOUTH SIDE OF TRACK.
 DU0945
 DU0945                          STATION RECOVERY (2007)
 DU0945
 DU0945'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0945'THE SIGNAL AND IT'S CONCRETE BASE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0528 ***********************************************************************
 DV0528  DESIGNATION -  RV 68
 DV0528  PID         -  DV0528
 DV0528  STATE/COUNTY-  AZ/MARICOPA
 DV0528  USGS QUAD   -  PHOENIX (1982)
 DV0528
 DV0528                         *CURRENT SURVEY CONTROL
 DV0528  ___________________________________________________________________
 DV0528* NAD 83(1986)-  33 26 39.     (N)    112 02 08.     (W)     SCALED    
 DV0528* NAVD 88     -       336.96   (+/-2cm)    1105.5    (feet)  VERTCON   
 DV0528  ___________________________________________________________________
 DV0528  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0528
 DV0528.The horizontal coordinates were scaled from a topographic map and have
 DV0528.an estimated accuracy of +/- 6 seconds.
 DV0528
 DV0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0528.The vertical order pertains to the NGVD 29 superseded value.
 DV0528
 DV0528.The geoid height was determined by GEOID03.
 DV0528
 DV0528;                    North         East    Units  Estimated Accuracy
 DV0528;SPC AZ C     -   271,020.      202,310.      MT  (+/- 180 meters Scaled)
 DV0528
 DV0528                          SUPERSEDED SURVEY CONTROL
 DV0528
 DV0528  NGVD 29 (??/??/92)  336.298  (m)         1103.34   (f) ADJ UNCH    2 0
 DV0528
 DV0528.Superseded values are not recommended for survey control.
 DV0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0528.See file dsdata.txt to determine how the superseded data were derived.
 DV0528
 DV0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC037010(NAD 83)
 DV0528_MARKER: R = RIVET
 DV0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0528_SP_SET: SIGNAL BLOCK BASE
 DV0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0528
 DV0528  HISTORY     - Date     Condition        Report By
 DV0528  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0528  HISTORY     - 1933     GOOD             NGS
 DV0528  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0528
 DV0528                          STATION DESCRIPTION
 DV0528
 DV0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0528'3.0 MI E FROM PHOENIX.
 DV0528'MONEL METAL RIVET, ON CONCRETE BASE OF BLOCK SIGNAL, NO. 9085 1.1
 DV0528'MILES EAST OF PHOENIX YARD, NORTH SIDE OF TRACK.
 DV0528
 DV0528                          STATION RECOVERY (2007)
 DV0528
 DV0528'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0528'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF BLOCK
 DV0528'SIGNAL 9085, IT'S BASE, OR THE MARK. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0529 ***********************************************************************
 DV0529  DESIGNATION -  RV 69
 DV0529  PID         -  DV0529
 DV0529  STATE/COUNTY-  AZ/MARICOPA
 DV0529  USGS QUAD   -  PHOENIX (1982)
 DV0529
 DV0529                         *CURRENT SURVEY CONTROL
 DV0529  ___________________________________________________________________
 DV0529* NAD 83(1986)-  33 26 39.     (N)    112 02 44.     (W)     SCALED    
 DV0529* NAVD 88     -       334.90   (+/-2cm)    1098.8    (feet)  VERTCON   
 DV0529  ___________________________________________________________________
 DV0529  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0529
 DV0529.The horizontal coordinates were scaled from a topographic map and have
 DV0529.an estimated accuracy of +/- 6 seconds.
 DV0529
 DV0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0529.The vertical order pertains to the NGVD 29 superseded value.
 DV0529
 DV0529.The geoid height was determined by GEOID03.
 DV0529
 DV0529;                    North         East    Units  Estimated Accuracy
 DV0529;SPC AZ C     -   271,020.      201,380.      MT  (+/- 180 meters Scaled)
 DV0529
 DV0529                          SUPERSEDED SURVEY CONTROL
 DV0529
 DV0529  NGVD 29 (??/??/92)  334.232  (m)         1096.56   (f) ADJ UNCH    2 0
 DV0529
 DV0529.Superseded values are not recommended for survey control.
 DV0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0529.See file dsdata.txt to determine how the superseded data were derived.
 DV0529
 DV0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC028010(NAD 83)
 DV0529_MARKER: R = RIVET
 DV0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0529_SP_SET: SIGNAL BLOCK BASE
 DV0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0529
 DV0529  HISTORY     - Date     Condition        Report By
 DV0529  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0529  HISTORY     - 1933     GOOD             NGS
 DV0529  HISTORY     - 1960     GOOD             NGS
 DV0529  HISTORY     - 20080326 MARK NOT FOUND   GEOCAC
 DV0529
 DV0529                          STATION DESCRIPTION
 DV0529
 DV0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0529'2.4 MI E FROM PHOENIX.
 DV0529'MONEL METAL RIVET, ON CONCRETE BASE OF BLOCK SIGNAL, NO. 9079, 300
 DV0529'FEET EAST OF CONCRETE RUINS, NORTH SIDE OF TRACK.
 DV0529
 DV0529                          STATION RECOVERY (1960)
 DV0529
 DV0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0529'RECOVERED IN GOOD CONDITION.
 DV0529
 DV0529                          STATION RECOVERY (2008)
 DV0529
 DV0529'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0529'THE SIGNAL STILL EXISTS, BUT THE CONCRETE BASE HAS BEEN REPLACED BY A
 DV0529'METAL ONE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0094 ***********************************************************************
 DU0094  DESIGNATION -  RV 7
 DU0094  PID         -  DU0094
 DU0094  STATE/COUNTY-  AZ/GRAHAM
 DU0094  USGS QUAD   -  GERONIMO (1989)
 DU0094
 DU0094                         *CURRENT SURVEY CONTROL
 DU0094  ___________________________________________________________________
 DU0094* NAD 83(1986)-  33 05 22.     (N)    110 04 28.     (W)     SCALED    
 DU0094* NAVD 88     -       813.074  (meters)    2667.56   (feet)  ADJUSTED  
 DU0094  ___________________________________________________________________
 DU0094  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU0094  DYNAMIC HT  -         811.963 (meters)    2663.92  (feet)  COMP
 DU0094  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 DU0094
 DU0094  VERT ORDER  -  FIRST     CLASS II
 DU0094
 DU0094.The horizontal coordinates were scaled from a topographic map and have
 DU0094.an estimated accuracy of +/- 6 seconds.
 DU0094
 DU0094.The orthometric height was determined by differential leveling
 DU0094.and adjusted in June 1991.
 DU0094
 DU0094.The geoid height was determined by GEOID03.
 DU0094
 DU0094.The dynamic height is computed by dividing the NAVD 88
 DU0094.geopotential number by the normal gravity value computed on the
 DU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0094.degrees latitude (g = 980.6199 gals.).
 DU0094
 DU0094.The modeled gravity was interpolated from observed gravity values.
 DU0094
 DU0094;                    North         East    Units  Estimated Accuracy
 DU0094;SPC AZ E     -   231,670.      221,970.      MT  (+/- 180 meters Scaled)
 DU0094
 DU0094                          SUPERSEDED SURVEY CONTROL
 DU0094
 DU0094  NGVD 29 (??/??/92)  812.489  (m)         2665.64   (f) ADJ UNCH    1 2
 DU0094
 DU0094.Superseded values are not recommended for survey control.
 DU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0094.See file dsdata.txt to determine how the superseded data were derived.
 DU0094
 DU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB863615(NAD 83)
 DU0094_MARKER: R = RIVET
 DU0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0094_SP_SET: ABUTMENT
 DU0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0094
 DU0094  HISTORY     - Date     Condition        Report By
 DU0094  HISTORY     - UNK      MONUMENTED       SPRR
 DU0094  HISTORY     - 1933     GOOD             NGS
 DU0094  HISTORY     - 20081009 MARK NOT FOUND   GEOCAC
 DU0094
 DU0094                          STATION DESCRIPTION
 DU0094
 DU0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0094'2.3 MI NW FROM GERONIMO.
 DU0094'ON SOUTHERN PACIFIC RIGHT OF WAY, 9 FEET NORTHEAST OF RAILROAD
 DU0094'CENTER-LINE, ON WEST ABUTMENT OF RAILROAD TRESTLE MARKED 1166.49.
 DU0094
 DU0094                          STATION RECOVERY (2008)
 DU0094
 DU0094'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0094'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0094'MARK. THE ORIGINAL TRESTLE HAS APPARENTLY BEEN WASHED-OUT OR OTHERWISE
 DU0094'REMOVED, AND HAS BEEN REPLACED BY A MODERN CONCRETE STRUCTURE. NO
 DU0094'RIVET WAS LOCATED ON THE CURRENT BRIDGE/TRESTLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0533 ***********************************************************************
 DV0533  DESIGNATION -  RV 70
 DV0533  PID         -  DV0533
 DV0533  STATE/COUNTY-  AZ/MARICOPA
 DV0533  USGS QUAD   -  PHOENIX (1982)
 DV0533
 DV0533                         *CURRENT SURVEY CONTROL
 DV0533  ___________________________________________________________________
 DV0533* NAD 83(1986)-  33 26 39.     (N)    112 05 30.     (W)     SCALED    
 DV0533* NAVD 88     -       327.73   (+/-2cm)    1075.2    (feet)  VERTCON   
 DV0533  ___________________________________________________________________
 DV0533  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0533
 DV0533.The horizontal coordinates were scaled from a topographic map and have
 DV0533.an estimated accuracy of +/- 6 seconds.
 DV0533
 DV0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0533.The vertical order pertains to the NGVD 29 superseded value.
 DV0533
 DV0533.The geoid height was determined by GEOID03.
 DV0533
 DV0533;                    North         East    Units  Estimated Accuracy
 DV0533;SPC AZ C     -   271,020.      197,090.      MT  (+/- 180 meters Scaled)
 DV0533
 DV0533                          SUPERSEDED SURVEY CONTROL
 DV0533
 DV0533  NGVD 29 (??/??/92)  327.07   (m)         1073.1    (f) COMPUTED    2 0
 DV0533
 DV0533.Superseded values are not recommended for survey control.
 DV0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0533.See file dsdata.txt to determine how the superseded data were derived.
 DV0533
 DV0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC985010(NAD 83)
 DV0533_MARKER: R = RIVET
 DV0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0533_SP_SET: CULVERT
 DV0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0533
 DV0533  HISTORY     - Date     Condition        Report By
 DV0533  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0533  HISTORY     - 1933     GOOD             NGS
 DV0533  HISTORY     - 1949     MARK NOT FOUND   NGS
 DV0533
 DV0533                          STATION DESCRIPTION
 DV0533
 DV0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0533'IN PHOENIX.
 DV0533'MONEL METAL RIVET, ON A. T. AND S. F. RY.  RIGHT OF WAY IN MILE 193,
 DV0533'ON TOP OF SOUTHERLY HEADWALL OF CONCRETE BOX CULVERT NO. 3-193.
 DV0533
 DV0533                          STATION RECOVERY (1949)
 DV0533
 DV0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0535 ***********************************************************************
 DV0535  DESIGNATION -  RV 71
 DV0535  PID         -  DV0535
 DV0535  STATE/COUNTY-  AZ/MARICOPA
 DV0535  USGS QUAD   -  PHOENIX (1982)
 DV0535
 DV0535                         *CURRENT SURVEY CONTROL
 DV0535  ___________________________________________________________________
 DV0535* NAD 83(1986)-  33 27 22.     (N)    112 06 04.     (W)     SCALED    
 DV0535* NAVD 88     -       329.03   (+/-2cm)    1079.5    (feet)  VERTCON   
 DV0535  ___________________________________________________________________
 DV0535  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0535
 DV0535.The horizontal coordinates were scaled from a topographic map and have
 DV0535.an estimated accuracy of +/- 6 seconds.
 DV0535
 DV0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0535.The vertical order pertains to the NGVD 29 superseded value.
 DV0535
 DV0535.The geoid height was determined by GEOID03.
 DV0535
 DV0535;                    North         East    Units  Estimated Accuracy
 DV0535;SPC AZ C     -   272,350.      196,210.      MT  (+/- 180 meters Scaled)
 DV0535
 DV0535                          SUPERSEDED SURVEY CONTROL
 DV0535
 DV0535  NGVD 29 (??/??/92)  328.376  (m)         1077.35   (f) ADJ UNCH    2 0
 DV0535
 DV0535.Superseded values are not recommended for survey control.
 DV0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0535.See file dsdata.txt to determine how the superseded data were derived.
 DV0535
 DV0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC976023(NAD 83)
 DV0535_MARKER: DD = SURVEY DISK
 DV0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0535_SP_SET: CONCRETE BASE
 DV0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0535
 DV0535  HISTORY     - Date     Condition        Report By
 DV0535  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0535  HISTORY     - 1963     MARK NOT FOUND   NGS
 DV0535
 DV0535                          STATION DESCRIPTION
 DV0535
 DV0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0535'IN PHOENIX.
 DV0535'2 MILES NW ALONG THE ATCHISON TOPEKA AND SANTA FE RWY.  FROM UNION
 DV0535'STATION AT PHOENIX, ABOUT 47 YARDS NE OF THE SE CORNER OF THE
 DV0535'ROUND-HOUSE, 78 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 2
 DV0535'FEET ABOVE THE SURFACE OF THE TRACK.  SET IN THE TOP OF THE NE SIDE OF
 DV0535'THE CONCRETE BASE OF THE WATER TANK.  NOTE-- THE CONCRETE BASE OF THE
 DV0535'WATER TANK WAS FOUND AT THE LOCATION DESCRIBED IN THE ORIGINAL
 DV0535'DESCRIPTION, BUT IT IS COVERED WITH ABOUT AN INCH THICK COATING OF
 DV0535'ASPHALT.  THE RIVET COULD STILL BE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0537 ***********************************************************************
 DV0537  DESIGNATION -  RV 72
 DV0537  PID         -  DV0537
 DV0537  STATE/COUNTY-  AZ/MARICOPA
 DV0537  USGS QUAD   -  PHOENIX (1982)
 DV0537
 DV0537                         *CURRENT SURVEY CONTROL
 DV0537  ___________________________________________________________________
 DV0537* NAD 83(1986)-  33 28 09.     (N)    112 06 16.     (W)     SCALED    
 DV0537* NAVD 88     -       331.16   (+/-2cm)    1086.5    (feet)  VERTCON   
 DV0537  ___________________________________________________________________
 DV0537  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0537
 DV0537.The horizontal coordinates were scaled from a topographic map and have
 DV0537.an estimated accuracy of +/- 6 seconds.
 DV0537
 DV0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0537.The vertical order pertains to the NGVD 29 superseded value.
 DV0537
 DV0537.The geoid height was determined by GEOID03.
 DV0537
 DV0537;                    North         East    Units  Estimated Accuracy
 DV0537;SPC AZ C     -   273,800.      195,910.      MT  (+/- 180 meters Scaled)
 DV0537
 DV0537                          SUPERSEDED SURVEY CONTROL
 DV0537
 DV0537  NGVD 29 (??/??/92)  330.53   (m)         1084.4    (f) COMPUTED    2 0
 DV0537
 DV0537.Superseded values are not recommended for survey control.
 DV0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0537.See file dsdata.txt to determine how the superseded data were derived.
 DV0537
 DV0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC973038(NAD 83)
 DV0537_MARKER: R = RIVET
 DV0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0537_SP_SET: CULVERT
 DV0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0537
 DV0537  HISTORY     - Date     Condition        Report By
 DV0537  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0537  HISTORY     - 1933     GOOD             NGS
 DV0537  HISTORY     - 1949     MARK NOT FOUND   NGS
 DV0537
 DV0537                          STATION DESCRIPTION
 DV0537
 DV0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0537'3.0 MI NW FROM PHOENIX.
 DV0537'MONEL METAL RIVET, IN MILE 191, ON WESTERLY HEADWALL OF HIGHWAY
 DV0537'CULVERT OPPOSITE RAILROAD CULVERT NO. D-191, 46 FEET EAST OF RAILROAD
 DV0537'CENTER-LINE.
 DV0537
 DV0537                          STATION RECOVERY (1949)
 DV0537
 DV0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0541 ***********************************************************************
 DV0541  DESIGNATION -  RV 73
 DV0541  PID         -  DV0541
 DV0541  STATE/COUNTY-  AZ/MARICOPA
 DV0541  USGS QUAD   -  PHOENIX (1982)
 DV0541
 DV0541                         *CURRENT SURVEY CONTROL
 DV0541  ___________________________________________________________________
 DV0541* NAD 83(1986)-  33 28 49.     (N)    112 07 03.     (W)     SCALED    
 DV0541* NAVD 88     -       335.75   (+/-2cm)    1101.5    (feet)  VERTCON   
 DV0541  ___________________________________________________________________
 DV0541  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0541
 DV0541.The horizontal coordinates were scaled from a topographic map and have
 DV0541.an estimated accuracy of +/- 6 seconds.
 DV0541
 DV0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0541.The vertical order pertains to the NGVD 29 superseded value.
 DV0541
 DV0541.The geoid height was determined by GEOID03.
 DV0541
 DV0541;                    North         East    Units  Estimated Accuracy
 DV0541;SPC AZ C     -   275,030.      194,700.      MT  (+/- 180 meters Scaled)
 DV0541
 DV0541                          SUPERSEDED SURVEY CONTROL
 DV0541
 DV0541  NGVD 29 (??/??/92)  335.131  (m)         1099.51   (f) ADJ UNCH    2 0
 DV0541
 DV0541.Superseded values are not recommended for survey control.
 DV0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0541.See file dsdata.txt to determine how the superseded data were derived.
 DV0541
 DV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961050(NAD 83)
 DV0541_MARKER: R = RIVET
 DV0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0541_SP_SET: CULVERT
 DV0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0541
 DV0541  HISTORY     - Date     Condition        Report By
 DV0541  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0541  HISTORY     - 1933     GOOD             NGS
 DV0541  HISTORY     - 1959     GOOD             NGS
 DV0541  HISTORY     - 20080424 MARK NOT FOUND   GEOCAC
 DV0541
 DV0541                          STATION DESCRIPTION
 DV0541
 DV0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0541'4.1 MI NW FROM PHOENIX.
 DV0541'MONEL METAL RIVET, ON A. T. AND S. F. RY.  RIGHT OF WAY, IN MILE 190,
 DV0541'ON TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. D-190, NORTH END
 DV0541'OF CULVERT, SOUTHWEST OF TRACK.
 DV0541
 DV0541                          STATION RECOVERY (1959)
 DV0541
 DV0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0541'RECOVERED IN GOOD CONDITION.
 DV0541
 DV0541                          STATION RECOVERY (2008)
 DV0541
 DV0541'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0541'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0541'MARK. THERE IS NO CULVERT IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0220 ***********************************************************************
 DV0220  DESIGNATION -  RV 74
 DV0220  PID         -  DV0220
 DV0220  STATE/COUNTY-  AZ/MARICOPA
 DV0220  USGS QUAD   -  FOWLER (1982)
 DV0220
 DV0220                         *CURRENT SURVEY CONTROL
 DV0220  ___________________________________________________________________
 DV0220* NAD 83(1986)-  33 29 21.     (N)    112 07 41.     (W)     SCALED    
 DV0220* NAVD 88     -       340.14   (+/-2cm)    1115.9    (feet)  VERTCON   
 DV0220  ___________________________________________________________________
 DV0220  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0220
 DV0220.The horizontal coordinates were scaled from a topographic map and have
 DV0220.an estimated accuracy of +/- 6 seconds.
 DV0220
 DV0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0220.The vertical order pertains to the NGVD 29 superseded value.
 DV0220
 DV0220.The geoid height was determined by GEOID03.
 DV0220
 DV0220;                    North         East    Units  Estimated Accuracy
 DV0220;SPC AZ C     -   276,020.      193,720.      MT  (+/- 180 meters Scaled)
 DV0220
 DV0220                          SUPERSEDED SURVEY CONTROL
 DV0220
 DV0220  NGVD 29 (??/??/92)  339.534  (m)         1113.95   (f) ADJ UNCH    2 0
 DV0220
 DV0220.Superseded values are not recommended for survey control.
 DV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0220.See file dsdata.txt to determine how the superseded data were derived.
 DV0220
 DV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC952060(NAD 83)
 DV0220_MARKER: DD = SURVEY DISK
 DV0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0220_SP_SET: ABUTMENT
 DV0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0220
 DV0220  HISTORY     - Date     Condition        Report By
 DV0220  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0220  HISTORY     - 1948     GOOD             NGS
 DV0220  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0220
 DV0220                          STATION DESCRIPTION
 DV0220
 DV0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0220'5.0 MI NW FROM PHOENIX.
 DV0220'5.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0220'FROM THE UNION STATION AT PHOENIX, MARICOPA COUNTY, 4.6 MILES
 DV0220'SOUTHEAST OF THE STATION AT GLENDALE, 0.2 MILE NORTHWEST OF MILEPOST
 DV0220'189, 1.1 MILES SOUTHEAST OF THE ALHAMBRA SCHOOL, AT BRIDGE E 189, IN
 DV0220'THE TOP OF THE EAST CORNER OF THE NORTHWEST CONCRETE ABUTMENT, 5.7
 DV0220'FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET LOWER THAN THE TRACK.
 DV0220
 DV0220                          STATION RECOVERY (2007)
 DV0220
 DV0220'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0220'THE ABUTMENT HAS BEEN COVERED/BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0233 ***********************************************************************
 DV0233  DESIGNATION -  RV 79
 DV0233  PID         -  DV0233
 DV0233  STATE/COUNTY-  AZ/MARICOPA
 DV0233  USGS QUAD   -  GLENDALE (1982)
 DV0233
 DV0233                         *CURRENT SURVEY CONTROL
 DV0233  ___________________________________________________________________
 DV0233* NAD 83(1986)-  33 32 17.     (N)    112 11 10.     (W)     SCALED    
 DV0233* NAVD 88     -       351.37   (+/-2cm)    1152.8    (feet)  VERTCON   
 DV0233  ___________________________________________________________________
 DV0233  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0233
 DV0233.The horizontal coordinates were scaled from a topographic map and have
 DV0233.an estimated accuracy of +/- 6 seconds.
 DV0233
 DV0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0233.The vertical order pertains to the NGVD 29 superseded value.
 DV0233
 DV0233.The geoid height was determined by GEOID03.
 DV0233
 DV0233;                    North         East    Units  Estimated Accuracy
 DV0233;SPC AZ C     -   281,450.      188,340.      MT  (+/- 180 meters Scaled)
 DV0233
 DV0233                          SUPERSEDED SURVEY CONTROL
 DV0233
 DV0233  NGVD 29 (??/??/92)  350.807  (m)         1150.94   (f) ADJ UNCH    2 0
 DV0233
 DV0233.Superseded values are not recommended for survey control.
 DV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0233.See file dsdata.txt to determine how the superseded data were derived.
 DV0233
 DV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC898115(NAD 83)
 DV0233_MARKER: R = RIVET
 DV0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0233_SP_SET: CONCRETE
 DV0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0233
 DV0233  HISTORY     - Date     Condition        Report By
 DV0233  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0233  HISTORY     - 1933     GOOD             NGS
 DV0233  HISTORY     - 1945     GOOD             NGS
 DV0233
 DV0233                          STATION DESCRIPTION
 DV0233
 DV0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0233'IN GLENDALE.
 DV0233'MONEL METAL RIVET, ON A. T. AND S. F. RIGHT OF WAY, ON TOP OF INTAKE
 DV0233'WALL OF CANAL CROSSING AT GLENDALE, 51 FEET SOUTHWEST OF RAILROAD
 DV0233'CENTER-LINE.
 DV0233
 DV0233                          STATION RECOVERY (1945)
 DV0233
 DV0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DV0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0095 ***********************************************************************
 DU0095  DESIGNATION -  RV 8
 DU0095  PID         -  DU0095
 DU0095  STATE/COUNTY-  AZ/GRAHAM
 DU0095  USGS QUAD   -  GERONIMO (1989)
 DU0095
 DU0095                         *CURRENT SURVEY CONTROL
 DU0095  ___________________________________________________________________
 DU0095* NAD 83(1986)-  33 05 50.     (N)    110 04 40.     (W)     SCALED    
 DU0095* NAVD 88     -       812.145  (meters)    2664.51   (feet)  ADJUSTED  
 DU0095  ___________________________________________________________________
 DU0095  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU0095  DYNAMIC HT  -         811.036 (meters)    2660.87  (feet)  COMP
 DU0095  MODELED GRAV-     979,246.2   (mgal)                       NAVD 88
 DU0095
 DU0095  VERT ORDER  -  FIRST     CLASS II
 DU0095
 DU0095.The horizontal coordinates were scaled from a topographic map and have
 DU0095.an estimated accuracy of +/- 6 seconds.
 DU0095
 DU0095.The orthometric height was determined by differential leveling
 DU0095.and adjusted in June 1991.
 DU0095
 DU0095.The geoid height was determined by GEOID03.
 DU0095
 DU0095.The dynamic height is computed by dividing the NAVD 88
 DU0095.geopotential number by the normal gravity value computed on the
 DU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0095.degrees latitude (g = 980.6199 gals.).
 DU0095
 DU0095.The modeled gravity was interpolated from observed gravity values.
 DU0095
 DU0095;                    North         East    Units  Estimated Accuracy
 DU0095;SPC AZ E     -   232,540.      221,660.      MT  (+/- 180 meters Scaled)
 DU0095
 DU0095                          SUPERSEDED SURVEY CONTROL
 DU0095
 DU0095  NGVD 29 (??/??/92)  811.561  (m)         2662.60   (f) ADJ UNCH    1 2
 DU0095
 DU0095.Superseded values are not recommended for survey control.
 DU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0095.See file dsdata.txt to determine how the superseded data were derived.
 DU0095
 DU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB860624(NAD 83)
 DU0095_MARKER: R = RIVET
 DU0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0095_SP_SET: ABUTMENT
 DU0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0095+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU0095
 DU0095  HISTORY     - Date     Condition        Report By
 DU0095  HISTORY     - UNK      MONUMENTED       SPRR
 DU0095  HISTORY     - 1933     GOOD             NGS
 DU0095  HISTORY     - 20081009 GOOD             GEOCAC
 DU0095
 DU0095                          STATION DESCRIPTION
 DU0095
 DU0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0095'2.9 MI NW FROM GERONIMO.
 DU0095'ON SOUTHERN PACIFIC RIGHT OF WAY, 425 FEET WEST OF MILEPOST 1167, 9
 DU0095'FEET NORTH OF RAILROAD CENTER-LINE, ON WEST ABUTMENT OF RAILROAD
 DU0095'TRESTLE MARKED 1167.08.
 DU0095
 DU0095                          STATION RECOVERY (2008)
 DU0095
 DU0095'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0095'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0095'05.835' W110  04.668'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0239 ***********************************************************************
 DV0239  DESIGNATION -  RV 80
 DV0239  PID         -  DV0239
 DV0239  STATE/COUNTY-  AZ/MARICOPA
 DV0239  USGS QUAD   -  GLENDALE (1982)
 DV0239
 DV0239                         *CURRENT SURVEY CONTROL
 DV0239  ___________________________________________________________________
 DV0239* NAD 83(1986)-  33 33 16.     (N)    112 12 19.     (W)     SCALED    
 DV0239* NAVD 88     -       349.45   (+/-2cm)    1146.5    (feet)  VERTCON   
 DV0239  ___________________________________________________________________
 DV0239  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0239
 DV0239.The horizontal coordinates were scaled from a topographic map and have
 DV0239.an estimated accuracy of +/- 6 seconds.
 DV0239
 DV0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0239.The vertical order pertains to the NGVD 29 superseded value.
 DV0239
 DV0239.The geoid height was determined by GEOID03.
 DV0239
 DV0239;                    North         East    Units  Estimated Accuracy
 DV0239;SPC AZ C     -   283,280.      186,560.      MT  (+/- 180 meters Scaled)
 DV0239
 DV0239                          SUPERSEDED SURVEY CONTROL
 DV0239
 DV0239  NGVD 29 (??/??/92)  348.896  (m)         1144.67   (f) ADJ UNCH    2 0
 DV0239
 DV0239.Superseded values are not recommended for survey control.
 DV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0239.See file dsdata.txt to determine how the superseded data were derived.
 DV0239
 DV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881134(NAD 83)
 DV0239_MARKER: R = RIVET
 DV0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0239+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DV0239
 DV0239  HISTORY     - Date     Condition        Report By
 DV0239  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0239  HISTORY     - 1945     GOOD             NGS
 DV0239  HISTORY     - 1975     GOOD             DOD
 DV0239  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0239  HISTORY     - 20070814 GOOD             GEOCAC
 DV0239
 DV0239                          STATION DESCRIPTION
 DV0239
 DV0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DV0239'1.5 MI NW FROM GLENDALE.
 DV0239'1.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0239'FROM THE STATION AT GLENDALE, MARICOPA COUNTY, 0.5 MILE NORTHWEST OF
 DV0239'MILEPOST 183, ACROSS THE TRACK FROM BENCH MARK R 23, DESCRIBED ABOVE,
 DV0239'AT A 3-FOOT CONCRETE PIPE CULVERT (NO. B 183) UNDER THE TRACK, IN THE
 DV0239'CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL, 8.6 FEET
 DV0239'SOUTHWEST OF THE SOUTHWEST RAIL, AND 1 FOOT LOWER THAN THE TRACK.
 DV0239
 DV0239                          STATION RECOVERY (1975)
 DV0239
 DV0239'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DV0239'RECOVERED IN GOOD CONDITION.
 DV0239
 DV0239                          STATION RECOVERY (2006)
 DV0239
 DV0239'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0239'MARK NOT FOUND.
 DV0239
 DV0239                          STATION RECOVERY (2007)
 DV0239
 DV0239'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0239'MARK RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 DV0239'THE SETTING CODE DOES NOT MATCH THE 1945 VERBAL DESCRIPTION, AND
 DV0239'INDEED THE MARK IS SET IN A CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0240 ***********************************************************************
 DV0240  DESIGNATION -  RV 83
 DV0240  PID         -  DV0240
 DV0240  STATE/COUNTY-  AZ/MARICOPA
 DV0240  USGS QUAD   -  GLENDALE (1982)
 DV0240
 DV0240                         *CURRENT SURVEY CONTROL
 DV0240  ___________________________________________________________________
 DV0240* NAD 83(1986)-  33 35 04.     (N)    112 14 29.     (W)     SCALED    
 DV0240* NAVD 88     -       347.58   (+/-2cm)    1140.4    (feet)  VERTCON   
 DV0240  ___________________________________________________________________
 DV0240  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0240
 DV0240.The horizontal coordinates were scaled from a topographic map and have
 DV0240.an estimated accuracy of +/- 6 seconds.
 DV0240
 DV0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0240.The vertical order pertains to the NGVD 29 superseded value.
 DV0240
 DV0240.The geoid height was determined by GEOID03.
 DV0240
 DV0240;                    North         East    Units  Estimated Accuracy
 DV0240;SPC AZ C     -   286,610.      183,220.      MT  (+/- 180 meters Scaled)
 DV0240
 DV0240                          SUPERSEDED SURVEY CONTROL
 DV0240
 DV0240  NGVD 29 (??/??/92)  347.031  (m)         1138.55   (f) ADJ UNCH    2 0
 DV0240
 DV0240.Superseded values are not recommended for survey control.
 DV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0240.See file dsdata.txt to determine how the superseded data were derived.
 DV0240
 DV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC848167(NAD 83)
 DV0240_MARKER: R = RIVET
 DV0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0240_SP_SET: CULVERT
 DV0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0240
 DV0240  HISTORY     - Date     Condition        Report By
 DV0240  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0240  HISTORY     - 1933     GOOD             NGS
 DV0240  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0240  HISTORY     - 20070814 MARK NOT FOUND   GEOCAC
 DV0240
 DV0240                          STATION DESCRIPTION
 DV0240
 DV0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0240'0.4 MI NW FROM PEORIA.
 DV0240'MONEL METAL RIVET, IN MILE 180, ON TOP OF CONCRETE HEADWALL OF HIGHWAY
 DV0240'CULVERT OPPOSITE RAILROAD CULVERT D-180, 53 FEET SOUTHWEST OF RAILROAD
 DV0240'CENTER-LINE.
 DV0240
 DV0240                          STATION RECOVERY (2002)
 DV0240
 DV0240'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0240'MARK NOT FOUND.
 DV0240
 DV0240                          STATION RECOVERY (2007)
 DV0240
 DV0240'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0240'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0240'MARK. THE HIGHWAY HAS BEEN WIDENED, THERE IS NO LONGER A CULVERT AT
 DV0240'THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0243 ***********************************************************************
 DV0243  DESIGNATION -  RV 84
 DV0243  PID         -  DV0243
 DV0243  STATE/COUNTY-  AZ/MARICOPA
 DV0243  USGS QUAD   -  EL MIRAGE (1982)
 DV0243
 DV0243                         *CURRENT SURVEY CONTROL
 DV0243  ___________________________________________________________________
 DV0243* NAD 83(1986)-  33 35 42.     (N)    112 15 47.     (W)     SCALED    
 DV0243* NAVD 88     -       348.00   (+/-2cm)    1141.7    (feet)  VERTCON   
 DV0243  ___________________________________________________________________
 DV0243  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0243
 DV0243.The horizontal coordinates were scaled from a topographic map and have
 DV0243.an estimated accuracy of +/- 6 seconds.
 DV0243
 DV0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0243.The vertical order pertains to the NGVD 29 superseded value.
 DV0243
 DV0243.The geoid height was determined by GEOID03.
 DV0243
 DV0243;                    North         East    Units  Estimated Accuracy
 DV0243;SPC AZ C     -   287,790.      181,210.      MT  (+/- 180 meters Scaled)
 DV0243
 DV0243                          SUPERSEDED SURVEY CONTROL
 DV0243
 DV0243  NGVD 29 (??/??/92)  347.440  (m)         1139.89   (f) ADJ UNCH    2 0
 DV0243
 DV0243.Superseded values are not recommended for survey control.
 DV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0243.See file dsdata.txt to determine how the superseded data were derived.
 DV0243
 DV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC828179(NAD 83)
 DV0243_MARKER: R = RIVET
 DV0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0243_SP_SET: CONCRETE
 DV0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0243+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DV0243
 DV0243  HISTORY     - Date     Condition        Report By
 DV0243  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0243  HISTORY     - 1933     GOOD             NGS
 DV0243  HISTORY     - 1972     GOOD             NGS
 DV0243  HISTORY     - 1975     GOOD             DOD
 DV0243  HISTORY     - 20060824 GOOD             GEOCAC
 DV0243
 DV0243                          STATION DESCRIPTION
 DV0243
 DV0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0243'1.9 MI NW FROM PEORIA.
 DV0243'MONEL METAL RIVET, IN MILE 178, ON A. T. AND S. F. RIGHT OF WAY, ON
 DV0243'TOP OF PARAPET WALL OF GIRDER BRIDGE NO. E-178, NORTH END OF BRIDGE,
 DV0243'SOUTHWEST OF TRACK.
 DV0243
 DV0243                          STATION RECOVERY (1972)
 DV0243
 DV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DV0243'RECOVERED IN GOOD CONDITION.
 DV0243
 DV0243                          STATION RECOVERY (1975)
 DV0243
 DV0243'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 DV0243'RECOVERED IN GOOD CONDITION.
 DV0243
 DV0243                          STATION RECOVERY (2006)
 DV0243
 DV0243'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0244 ***********************************************************************
 DV0244  DESIGNATION -  RV 85
 DV0244  PID         -  DV0244
 DV0244  STATE/COUNTY-  AZ/MARICOPA
 DV0244  USGS QUAD   -  EL MIRAGE (1982)
 DV0244
 DV0244                         *CURRENT SURVEY CONTROL
 DV0244  ___________________________________________________________________
 DV0244* NAD 83(1986)-  33 35 58.     (N)    112 16 40.     (W)     SCALED    
 DV0244* NAVD 88     -       350.53   (+/-2cm)    1150.0    (feet)  VERTCON   
 DV0244  ___________________________________________________________________
 DV0244  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0244
 DV0244.The horizontal coordinates were scaled from a topographic map and have
 DV0244.an estimated accuracy of +/- 6 seconds.
 DV0244
 DV0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0244.The vertical order pertains to the NGVD 29 superseded value.
 DV0244
 DV0244.The geoid height was determined by GEOID03.
 DV0244
 DV0244;                    North         East    Units  Estimated Accuracy
 DV0244;SPC AZ C     -   288,290.      179,850.      MT  (+/- 180 meters Scaled)
 DV0244
 DV0244                          SUPERSEDED SURVEY CONTROL
 DV0244
 DV0244  NGVD 29 (??/??/92)  349.967  (m)         1148.18   (f) ADJ UNCH    2 0
 DV0244
 DV0244.Superseded values are not recommended for survey control.
 DV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0244.See file dsdata.txt to determine how the superseded data were derived.
 DV0244
 DV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC814184(NAD 83)
 DV0244_MARKER: R = RIVET
 DV0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0244_SP_SET: CONCRETE
 DV0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0244+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DV0244
 DV0244  HISTORY     - Date     Condition        Report By
 DV0244  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0244  HISTORY     - 1933     GOOD             NGS
 DV0244  HISTORY     - 1972     GOOD             NGS
 DV0244  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0244  HISTORY     - 20060824 GOOD             GEOCAC
 DV0244
 DV0244                          STATION DESCRIPTION
 DV0244
 DV0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0244'2.8 MI NW FROM PEORIA.
 DV0244'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0244'178, ON TOP OF CONCRETE HEADWALL OF IRRIGATION CULVERT NO. A-178,
 DV0244'SOUTHWEST OF TRACK.
 DV0244
 DV0244                          STATION RECOVERY (1972)
 DV0244
 DV0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DV0244'RECOVERED IN GOOD CONDITION.
 DV0244
 DV0244                          STATION RECOVERY (2002)
 DV0244
 DV0244'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0244'MARK NOT FOUND.
 DV0244
 DV0244                          STATION RECOVERY (2006)
 DV0244
 DV0244'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0245 ***********************************************************************
 DV0245  DESIGNATION -  RV 86
 DV0245  PID         -  DV0245
 DV0245  STATE/COUNTY-  AZ/MARICOPA
 DV0245  USGS QUAD   -  EL MIRAGE (1982)
 DV0245
 DV0245                         *CURRENT SURVEY CONTROL
 DV0245  ___________________________________________________________________
 DV0245* NAD 83(1986)-  33 36 10.     (N)    112 17 23.     (W)     SCALED    
 DV0245* NAVD 88     -       350.84   (+/-2cm)    1151.0    (feet)  VERTCON   
 DV0245  ___________________________________________________________________
 DV0245  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0245
 DV0245.The horizontal coordinates were scaled from a topographic map and have
 DV0245.an estimated accuracy of +/- 6 seconds.
 DV0245
 DV0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0245.The vertical order pertains to the NGVD 29 superseded value.
 DV0245
 DV0245.The geoid height was determined by GEOID03.
 DV0245
 DV0245;                    North         East    Units  Estimated Accuracy
 DV0245;SPC AZ C     -   288,660.      178,740.      MT  (+/- 180 meters Scaled)
 DV0245
 DV0245                          SUPERSEDED SURVEY CONTROL
 DV0245
 DV0245  NGVD 29 (??/??/92)  350.274  (m)         1149.19   (f) ADJ UNCH    2 0
 DV0245
 DV0245.Superseded values are not recommended for survey control.
 DV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0245.See file dsdata.txt to determine how the superseded data were derived.
 DV0245
 DV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC803188(NAD 83)
 DV0245_MARKER: R = RIVET
 DV0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0245_SP_SET: CULVERT
 DV0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0245
 DV0245  HISTORY     - Date     Condition        Report By
 DV0245  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0245  HISTORY     - 1933     GOOD             NGS
 DV0245  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0245  HISTORY     - 20070814 MARK NOT FOUND   GEOCAC
 DV0245
 DV0245                          STATION DESCRIPTION
 DV0245
 DV0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0245'3.5 MI NW FROM PEORIA.
 DV0245'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0245'177, ON TOP OF CONCRETE HEADWALL OF IRRIGATION CULVERT NO. A-177,
 DV0245'SOUTHWEST OF TRACK.
 DV0245
 DV0245                          STATION RECOVERY (2002)
 DV0245
 DV0245'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0245'PRESUMED DESTROYED BY NEW CONSTRUCTION
 DV0245
 DV0245                          STATION RECOVERY (2007)
 DV0245
 DV0245'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0245'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0245'MARK. THERE ARE NO IRRIGATION CULVERTS NEAR THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0247 ***********************************************************************
 DV0247  DESIGNATION -  RV 87
 DV0247  PID         -  DV0247
 DV0247  STATE/COUNTY-  AZ/MARICOPA
 DV0247  USGS QUAD   -  EL MIRAGE (1982)
 DV0247
 DV0247                         *CURRENT SURVEY CONTROL
 DV0247  ___________________________________________________________________
 DV0247* NAD 83(1986)-  33 36 25.     (N)    112 18 15.     (W)     SCALED    
 DV0247* NAVD 88     -       347.63   (+/-2cm)    1140.5    (feet)  VERTCON   
 DV0247  ___________________________________________________________________
 DV0247  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0247
 DV0247.The horizontal coordinates were scaled from a topographic map and have
 DV0247.an estimated accuracy of +/- 6 seconds.
 DV0247
 DV0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0247.The vertical order pertains to the NGVD 29 superseded value.
 DV0247
 DV0247.The geoid height was determined by GEOID03.
 DV0247
 DV0247;                    North         East    Units  Estimated Accuracy
 DV0247;SPC AZ C     -   289,130.      177,400.      MT  (+/- 180 meters Scaled)
 DV0247
 DV0247                          SUPERSEDED SURVEY CONTROL
 DV0247
 DV0247  NGVD 29 (??/??/92)  347.061  (m)         1138.65   (f) ADJ UNCH    2 0
 DV0247
 DV0247.Superseded values are not recommended for survey control.
 DV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0247.See file dsdata.txt to determine how the superseded data were derived.
 DV0247
 DV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC790193(NAD 83)
 DV0247_MARKER: R = RIVET
 DV0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0247_SP_SET: ABUTMENT
 DV0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0247
 DV0247  HISTORY     - Date     Condition        Report By
 DV0247  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0247  HISTORY     - 1933     GOOD             NGS
 DV0247  HISTORY     - 20020330 GOOD             USPSQD
 DV0247  HISTORY     - 20070429 GOOD             GEOCAC
 DV0247
 DV0247                          STATION DESCRIPTION
 DV0247
 DV0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0247'4.4 MI NW FROM PEORIA.
 DV0247'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0247'176, AT AQUA FRIA RIVER, AT SOUTHEAST END OF RAILROAD BRIDGE NO.
 DV0247'B-176, ON TOP OF CONCRETE ABUTMENT, SOUTHWEST OF TRACK.
 DV0247
 DV0247                          STATION RECOVERY (2002)
 DV0247
 DV0247'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0247'RECOVERED IN GOOD CONDITION.
 DV0247
 DV0247                          STATION RECOVERY (2007)
 DV0247
 DV0247'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0249 ***********************************************************************
 DV0249  DESIGNATION -  RV 88
 DV0249  PID         -  DV0249
 DV0249  STATE/COUNTY-  AZ/MARICOPA
 DV0249  USGS QUAD   -  EL MIRAGE (1982)
 DV0249
 DV0249                         *CURRENT SURVEY CONTROL
 DV0249  ___________________________________________________________________
 DV0249* NAD 83(1986)-  33 37 08.     (N)    112 19 28.     (W)     SCALED    
 DV0249* NAVD 88     -       350.25   (+/-2cm)    1149.1    (feet)  VERTCON   
 DV0249  ___________________________________________________________________
 DV0249  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0249
 DV0249.The horizontal coordinates were scaled from a topographic map and have
 DV0249.an estimated accuracy of +/- 6 seconds.
 DV0249
 DV0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0249.The vertical order pertains to the NGVD 29 superseded value.
 DV0249
 DV0249.The geoid height was determined by GEOID03.
 DV0249
 DV0249;                    North         East    Units  Estimated Accuracy
 DV0249;SPC AZ C     -   290,460.      175,520.      MT  (+/- 180 meters Scaled)
 DV0249
 DV0249                          SUPERSEDED SURVEY CONTROL
 DV0249
 DV0249  NGVD 29 (??/??/92)  349.681  (m)         1147.25   (f) ADJ UNCH    2 0
 DV0249
 DV0249.Superseded values are not recommended for survey control.
 DV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0249.See file dsdata.txt to determine how the superseded data were derived.
 DV0249
 DV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC771206(NAD 83)
 DV0249_MARKER: R = RIVET
 DV0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0249_SP_SET: CULVERT
 DV0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0249
 DV0249  HISTORY     - Date     Condition        Report By
 DV0249  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0249  HISTORY     - 1933     GOOD             NGS
 DV0249  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV0249  HISTORY     - 20071005 MARK NOT FOUND   GEOCAC
 DV0249
 DV0249                          STATION DESCRIPTION
 DV0249
 DV0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0249'4.8 MI SE FROM BEARDSLEY.
 DV0249'MONEL METAL RIVET, ON HIGHWAY RIGHT OF WAY, OPPOSITE RAILROAD MILEPOST
 DV0249'174, 125 FEET SOUTHEAST OF RAILROAD CULVERT NO. A-175, ON TOP OF
 DV0249'CONCRETE HEADWALL OF HIGHWAY CULVERT, 110 FEET SOUTHWEST OF RAILROAD
 DV0249'CENTER-LINE.
 DV0249
 DV0249                          STATION RECOVERY (2002)
 DV0249
 DV0249'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV0249'POSSIBLY DESTROYED OR BURIED BY NEW CONSTRUCTION OF GRAND AVE.
 DV0249
 DV0249                          STATION RECOVERY (2007)
 DV0249
 DV0249'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0249'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0249'MARK.
 DV0249'THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0250 ***********************************************************************
 DV0250  DESIGNATION -  RV 89
 DV0250  PID         -  DV0250
 DV0250  STATE/COUNTY-  AZ/MARICOPA
 DV0250  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0250
 DV0250                         *CURRENT SURVEY CONTROL
 DV0250  ___________________________________________________________________
 DV0250* NAD 83(1986)-  33 37 47.     (N)    112 20 20.     (W)     SCALED    
 DV0250* NAVD 88     -       359.64   (+/-2cm)    1179.9    (feet)  VERTCON   
 DV0250  ___________________________________________________________________
 DV0250  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0250
 DV0250.The horizontal coordinates were scaled from a topographic map and have
 DV0250.an estimated accuracy of +/- 6 seconds.
 DV0250
 DV0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0250.The vertical order pertains to the NGVD 29 superseded value.
 DV0250
 DV0250.The geoid height was determined by GEOID03.
 DV0250
 DV0250;                    North         East    Units  Estimated Accuracy
 DV0250;SPC AZ C     -   291,670.      174,190.      MT  (+/- 180 meters Scaled)
 DV0250
 DV0250                          SUPERSEDED SURVEY CONTROL
 DV0250
 DV0250  NGVD 29 (??/??/92)  359.067  (m)         1178.04   (f) ADJ UNCH    2 0
 DV0250
 DV0250.Superseded values are not recommended for survey control.
 DV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0250.See file dsdata.txt to determine how the superseded data were derived.
 DV0250
 DV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC758219(NAD 83)
 DV0250_MARKER: R = RIVET
 DV0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0250_SP_SET: CULVERT
 DV0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0250
 DV0250  HISTORY     - Date     Condition        Report By
 DV0250  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0250  HISTORY     - 1933     GOOD             NGS
 DV0250  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 DV0250  HISTORY     - 20071005 MARK NOT FOUND   GEOCAC
 DV0250
 DV0250                          STATION DESCRIPTION
 DV0250
 DV0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0250'3.6 MI SE FROM BEARDSLEY.
 DV0250'MONEL METAL RIVET, ON HIGHWAY RIGHT OF WAY, 507 FEET NORTHWEST OF
 DV0250'RAILROAD MILEPOST 173, ON TOP OF CONCRETE HEADWALL OF HIGHWAY CULVERT,
 DV0250'110 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0250
 DV0250                          STATION RECOVERY (2001)
 DV0250
 DV0250'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLH)
 DV0250'MARK NOT FOUND.
 DV0250
 DV0250                          STATION RECOVERY (2007)
 DV0250
 DV0250'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0250'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0250'MARK.
 DV0250'THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0096 ***********************************************************************
 DU0096  DESIGNATION -  RV 9
 DU0096  PID         -  DU0096
 DU0096  STATE/COUNTY-  AZ/GRAHAM
 DU0096  USGS QUAD   -  GERONIMO (1989)
 DU0096
 DU0096                         *CURRENT SURVEY CONTROL
 DU0096  ___________________________________________________________________
 DU0096* NAD 83(1986)-  33 06 13.     (N)    110 05 02.     (W)     SCALED    
 DU0096* NAVD 88     -       815.956  (meters)    2677.02   (feet)  ADJUSTED  
 DU0096  ___________________________________________________________________
 DU0096  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU0096  DYNAMIC HT  -         814.842 (meters)    2673.36  (feet)  COMP
 DU0096  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 DU0096
 DU0096  VERT ORDER  -  FIRST     CLASS II
 DU0096
 DU0096.The horizontal coordinates were scaled from a topographic map and have
 DU0096.an estimated accuracy of +/- 6 seconds.
 DU0096
 DU0096.The orthometric height was determined by differential leveling
 DU0096.and adjusted in June 1991.
 DU0096
 DU0096.The geoid height was determined by GEOID03.
 DU0096
 DU0096.The dynamic height is computed by dividing the NAVD 88
 DU0096.geopotential number by the normal gravity value computed on the
 DU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0096.degrees latitude (g = 980.6199 gals.).
 DU0096
 DU0096.The modeled gravity was interpolated from observed gravity values.
 DU0096
 DU0096;                    North         East    Units  Estimated Accuracy
 DU0096;SPC AZ E     -   233,240.      221,090.      MT  (+/- 180 meters Scaled)
 DU0096
 DU0096                          SUPERSEDED SURVEY CONTROL
 DU0096
 DU0096  NGVD 29 (??/??/92)  815.372  (m)         2675.10   (f) ADJ UNCH    1 2
 DU0096
 DU0096.Superseded values are not recommended for survey control.
 DU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0096.See file dsdata.txt to determine how the superseded data were derived.
 DU0096
 DU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB854631(NAD 83)
 DU0096_MARKER: R = RIVET
 DU0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0096_SP_SET: ABUTMENT
 DU0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0096+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU0096
 DU0096  HISTORY     - Date     Condition        Report By
 DU0096  HISTORY     - UNK      MONUMENTED       SPRR
 DU0096  HISTORY     - 1933     GOOD             NGS
 DU0096  HISTORY     - 20081009 GOOD             GEOCAC
 DU0096
 DU0096                          STATION DESCRIPTION
 DU0096
 DU0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0096'2.2 MI SE FROM BYLAS.
 DU0096'ON SOUTHERN PACIFIC RIGHT OF WAY, 9 FEET NORTH OF RAILROAD
 DU0096'CENTER-LINE, ON TOP OF WEST ABUTMENT OF RAILROAD TRESTLE MARKED
 DU0096'1167.71.
 DU0096
 DU0096                          STATION RECOVERY (2008)
 DU0096
 DU0096'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0096'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0096'06.257' W110  05.069'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0258 ***********************************************************************
 DV0258  DESIGNATION -  RV 92
 DV0258  PID         -  DV0258
 DV0258  STATE/COUNTY-  AZ/MARICOPA
 DV0258  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0258
 DV0258                         *CURRENT SURVEY CONTROL
 DV0258  ___________________________________________________________________
 DV0258* NAD 83(1986)-  33 39 53.     (N)    112 22 58.     (W)     SCALED    
 DV0258* NAVD 88     -       389.17   (+/-2cm)    1276.8    (feet)  VERTCON   
 DV0258  ___________________________________________________________________
 DV0258  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DV0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0258
 DV0258.The horizontal coordinates were scaled from a topographic map and have
 DV0258.an estimated accuracy of +/- 6 seconds.
 DV0258
 DV0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0258.The vertical order pertains to the NGVD 29 superseded value.
 DV0258
 DV0258.The geoid height was determined by GEOID03.
 DV0258
 DV0258;                    North         East    Units  Estimated Accuracy
 DV0258;SPC AZ C     -   295,570.      170,130.      MT  (+/- 180 meters Scaled)
 DV0258
 DV0258                          SUPERSEDED SURVEY CONTROL
 DV0258
 DV0258  NGVD 29 (??/??/92)  388.609  (m)         1274.96   (f) ADJ UNCH    2 0
 DV0258
 DV0258.Superseded values are not recommended for survey control.
 DV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0258.See file dsdata.txt to determine how the superseded data were derived.
 DV0258
 DV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC717258(NAD 83)
 DV0258_MARKER: R = RIVET
 DV0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0258_SP_SET: CONCRETE
 DV0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0258+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2007
 DV0258
 DV0258  HISTORY     - Date     Condition        Report By
 DV0258  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0258  HISTORY     - 1933     GOOD             NGS
 DV0258  HISTORY     - 1939     GOOD             NGS
 DV0258  HISTORY     - 20071004 GOOD             GEOCAC
 DV0258
 DV0258                          STATION DESCRIPTION
 DV0258
 DV0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0258'IN BEARDSLEY.
 DV0258'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0258'170, ON TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-170,
 DV0258'NORTHEAST OF TRACK.
 DV0258
 DV0258                          STATION RECOVERY (1939)
 DV0258
 DV0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0258'RECOVERED IN GOOD CONDITION.
 DV0258
 DV0258                          STATION RECOVERY (2007)
 DV0258
 DV0258'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0260 ***********************************************************************
 DV0260  DESIGNATION -  RV 93
 DV0260  PID         -  DV0260
 DV0260  STATE/COUNTY-  AZ/MARICOPA
 DV0260  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0260
 DV0260                         *CURRENT SURVEY CONTROL
 DV0260  ___________________________________________________________________
 DV0260* NAD 83(1986)-  33 41 00.     (N)    112 24 25.     (W)     SCALED    
 DV0260* NAVD 88     -       406.623  (meters)    1334.06   (feet)  ADJUSTED  
 DV0260  ___________________________________________________________________
 DV0260  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0260  DYNAMIC HT  -         406.149 (meters)    1332.51  (feet)  COMP
 DV0260  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 DV0260
 DV0260  VERT ORDER  -  FIRST     CLASS II
 DV0260
 DV0260.The horizontal coordinates were scaled from a topographic map and have
 DV0260.an estimated accuracy of +/- 6 seconds.
 DV0260
 DV0260.The orthometric height was determined by differential leveling
 DV0260.and adjusted in June 1991.
 DV0260
 DV0260.The geoid height was determined by GEOID03.
 DV0260
 DV0260.The dynamic height is computed by dividing the NAVD 88
 DV0260.geopotential number by the normal gravity value computed on the
 DV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0260.degrees latitude (g = 980.6199 gals.).
 DV0260
 DV0260.The modeled gravity was interpolated from observed gravity values.
 DV0260
 DV0260;                    North         East    Units  Estimated Accuracy
 DV0260;SPC AZ C     -   297,640.      167,900.      MT  (+/- 180 meters Scaled)
 DV0260
 DV0260                          SUPERSEDED SURVEY CONTROL
 DV0260
 DV0260  NGVD 29 (??/??/92)  406.203  (m)         1332.68   (f) ADJ UNCH    1 2
 DV0260
 DV0260.Superseded values are not recommended for survey control.
 DV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0260.See file dsdata.txt to determine how the superseded data were derived.
 DV0260
 DV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC695279(NAD 83)
 DV0260_MARKER: R = RIVET
 DV0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0260_SP_SET: CULVERT
 DV0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0260+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2007
 DV0260
 DV0260  HISTORY     - Date     Condition        Report By
 DV0260  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0260  HISTORY     - 1933     GOOD             NGS
 DV0260  HISTORY     - 1948     GOOD             NGS
 DV0260  HISTORY     - 1981     GOOD             NGS
 DV0260  HISTORY     - 20070315 GOOD             GEOCAC
 DV0260
 DV0260                          STATION DESCRIPTION
 DV0260
 DV0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0260'1.7 MI NW FROM BEARDSLEY.
 DV0260'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT RIGHT OF WAY, IN
 DV0260'MILE 168, ON TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-168,
 DV0260'NORTHEAST OF TRACK.
 DV0260
 DV0260                          STATION RECOVERY (1948)
 DV0260
 DV0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0260'RECOVERED IN GOOD CONDITION.
 DV0260
 DV0260                          STATION RECOVERY (1981)
 DV0260
 DV0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0260'RECOVERED IN GOOD CONDITION.
 DV0260
 DV0260                          STATION RECOVERY (2007)
 DV0260
 DV0260'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0262 ***********************************************************************
 DV0262  DESIGNATION -  RV 94
 DV0262  PID         -  DV0262
 DV0262  STATE/COUNTY-  AZ/MARICOPA
 DV0262  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0262
 DV0262                         *CURRENT SURVEY CONTROL
 DV0262  ___________________________________________________________________
 DV0262* NAD 83(1986)-  33 41 45.     (N)    112 25 20.     (W)     SCALED    
 DV0262* NAVD 88     -       417.566  (meters)    1369.96   (feet)  ADJUSTED  
 DV0262  ___________________________________________________________________
 DV0262  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0262  DYNAMIC HT  -         417.079 (meters)    1368.37  (feet)  COMP
 DV0262  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 DV0262
 DV0262  VERT ORDER  -  FIRST     CLASS II
 DV0262
 DV0262.The horizontal coordinates were scaled from a topographic map and have
 DV0262.an estimated accuracy of +/- 6 seconds.
 DV0262
 DV0262.The orthometric height was determined by differential leveling
 DV0262.and adjusted in June 1991.
 DV0262
 DV0262.The geoid height was determined by GEOID03.
 DV0262
 DV0262.The dynamic height is computed by dividing the NAVD 88
 DV0262.geopotential number by the normal gravity value computed on the
 DV0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0262.degrees latitude (g = 980.6199 gals.).
 DV0262
 DV0262.The modeled gravity was interpolated from observed gravity values.
 DV0262
 DV0262;                    North         East    Units  Estimated Accuracy
 DV0262;SPC AZ C     -   299,030.      166,490.      MT  (+/- 180 meters Scaled)
 DV0262
 DV0262                          SUPERSEDED SURVEY CONTROL
 DV0262
 DV0262  NGVD 29 (??/??/92)  417.097  (m)         1368.43   (f) ADJ UNCH    1 2
 DV0262
 DV0262.Superseded values are not recommended for survey control.
 DV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0262.See file dsdata.txt to determine how the superseded data were derived.
 DV0262
 DV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC681293(NAD 83)
 DV0262_MARKER: R = RIVET
 DV0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0262_SP_SET: CULVERT
 DV0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0262+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2007
 DV0262
 DV0262  HISTORY     - Date     Condition        Report By
 DV0262  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0262  HISTORY     - 1933     GOOD             NGS
 DV0262  HISTORY     - 1939     GOOD             NGS
 DV0262  HISTORY     - 1981     GOOD             NGS
 DV0262  HISTORY     - 20070429 GOOD             GEOCAC
 DV0262
 DV0262                          STATION DESCRIPTION
 DV0262
 DV0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0262'2.9 MI NW FROM BEARDSLEY.
 DV0262'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0262'167, ON TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. C-167,
 DV0262'NORTHEAST OF RAILROAD CENTER-LINE.
 DV0262
 DV0262                          STATION RECOVERY (1939)
 DV0262
 DV0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0262'RECOVERED IN GOOD CONDITION.
 DV0262
 DV0262                          STATION RECOVERY (1981)
 DV0262
 DV0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0262'4.6 KM (2.85 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 DV0262'RAILROAD FROM BEARDSLEY, IN TOP AND CENTER OF THE NORTHEAST CONCRETE
 DV0262'HEADWALL OF A 36-INCH CONCRETE PIPE CULVERT, 0.5 KM (0.35 MI)
 DV0262'SOUTHEAST OF RAILROAD MILE POST 166, 0.25 KM (0.15 MI)SOUTHEAST OF
 DV0262'HIGHWAY MILE POST 137, 2.6 METERS (8.6 FT) NORTHEAST OF THE NORTHEAST
 DV0262'RAIL.
 DV0262'THE MARK IS 0.4 M BELOW THE TRACKS.
 DV0262
 DV0262                          STATION RECOVERY (2007)
 DV0262
 DV0262'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0265 ***********************************************************************
 DV0265  DESIGNATION -  RV 95
 DV0265  PID         -  DV0265
 DV0265  STATE/COUNTY-  AZ/MARICOPA
 DV0265  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0265
 DV0265                         *CURRENT SURVEY CONTROL
 DV0265  ___________________________________________________________________
 DV0265* NAD 83(1986)-  33 42 04.     (N)    112 25 46.     (W)     SCALED    
 DV0265* NAVD 88     -       421.544  (meters)    1383.02   (feet)  POSTED    
 DV0265  ___________________________________________________________________
 DV0265  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DV0265  DYNAMIC HT  -         421.050 (meters)    1381.39  (feet)  COMP
 DV0265  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 DV0265
 DV0265  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0265
 DV0265.The horizontal coordinates were scaled from a topographic map and have
 DV0265.an estimated accuracy of +/- 6 seconds.
 DV0265
 DV0265.The orthometric height was determined by differential leveling
 DV0265.and adjusted in November 2005.
 DV0265.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0265.was located on a no-check spur therefore a value was not computed.
 DV0265.No vertical observational check was made to the station.
 DV0265
 DV0265.The geoid height was determined by GEOID03.
 DV0265
 DV0265.The dynamic height is computed by dividing the NAVD 88
 DV0265.geopotential number by the normal gravity value computed on the
 DV0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0265.degrees latitude (g = 980.6199 gals.).
 DV0265
 DV0265.The modeled gravity was interpolated from observed gravity values.
 DV0265
 DV0265;                    North         East    Units  Estimated Accuracy
 DV0265;SPC AZ C     -   299,620.      165,830.      MT  (+/- 180 meters Scaled)
 DV0265
 DV0265                          SUPERSEDED SURVEY CONTROL
 DV0265
 DV0265  NGVD 29 (??/??/92)  421.072  (m)         1381.47   (f) ADJ UNCH    2 0
 DV0265
 DV0265.Superseded values are not recommended for survey control.
 DV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0265.See file dsdata.txt to determine how the superseded data were derived.
 DV0265
 DV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC675299(NAD 83)
 DV0265_MARKER: R = RIVET
 DV0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0265_SP_SET: REVETMENT
 DV0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0265+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0265
 DV0265  HISTORY     - Date     Condition        Report By
 DV0265  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0265  HISTORY     - 1933     GOOD             NGS
 DV0265  HISTORY     - 1939     GOOD             NGS
 DV0265  HISTORY     - 20080427 GOOD             GEOCAC
 DV0265
 DV0265                          STATION DESCRIPTION
 DV0265
 DV0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0265'3.5 MI NW FROM BEARDSLEY.
 DV0265'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0265'166, AT SOUTHEAST END OF RAILROAD TRESTLE NO. A-166, ON TOP OF SHELF
 DV0265'OF CONCRETE REVETMENT, 7.5 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0265
 DV0265                          STATION RECOVERY (1939)
 DV0265
 DV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0265'RECOVERED IN GOOD CONDITION.
 DV0265
 DV0265                          STATION RECOVERY (2008)
 DV0265
 DV0265'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0265'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0265'42.075' W112 25.773'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0266 ***********************************************************************
 DV0266  DESIGNATION -  RV 96
 DV0266  PID         -  DV0266
 DV0266  STATE/COUNTY-  AZ/MARICOPA
 DV0266  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0266
 DV0266                         *CURRENT SURVEY CONTROL
 DV0266  ___________________________________________________________________
 DV0266* NAD 83(1986)-  33 42 32.     (N)    112 26 22.     (W)     SCALED    
 DV0266* NAVD 88     -       430.965  (meters)    1413.92   (feet)  POSTED    
 DV0266  ___________________________________________________________________
 DV0266  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV0266  DYNAMIC HT  -         430.460 (meters)    1412.27  (feet)  COMP
 DV0266  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 DV0266
 DV0266  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0266
 DV0266.The horizontal coordinates were scaled from a topographic map and have
 DV0266.an estimated accuracy of +/- 6 seconds.
 DV0266
 DV0266.The orthometric height was determined by differential leveling
 DV0266.and adjusted in November 2005.
 DV0266.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0266.was located on a no-check spur therefore a value was not computed.
 DV0266.No vertical observational check was made to the station.
 DV0266
 DV0266.The geoid height was determined by GEOID03.
 DV0266
 DV0266.The dynamic height is computed by dividing the NAVD 88
 DV0266.geopotential number by the normal gravity value computed on the
 DV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0266.degrees latitude (g = 980.6199 gals.).
 DV0266
 DV0266.The modeled gravity was interpolated from observed gravity values.
 DV0266
 DV0266;                    North         East    Units  Estimated Accuracy
 DV0266;SPC AZ C     -   300,490.      164,900.      MT  (+/- 180 meters Scaled)
 DV0266
 DV0266                          SUPERSEDED SURVEY CONTROL
 DV0266
 DV0266  NGVD 29 (??/??/92)  430.488  (m)         1412.36   (f) ADJ UNCH    2 0
 DV0266
 DV0266.Superseded values are not recommended for survey control.
 DV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0266.See file dsdata.txt to determine how the superseded data were derived.
 DV0266
 DV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC666308(NAD 83)
 DV0266_MARKER: R = RIVET
 DV0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0266_SP_SET: CULVERT
 DV0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0266+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0266
 DV0266  HISTORY     - Date     Condition        Report By
 DV0266  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0266  HISTORY     - 1933     GOOD             NGS
 DV0266  HISTORY     - 1939     GOOD             NGS
 DV0266  HISTORY     - 20080427 GOOD             GEOCAC
 DV0266
 DV0266                          STATION DESCRIPTION
 DV0266
 DV0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0266'4.4 MI NW FROM BEARDSLEY.
 DV0266'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0266'165, ON TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. C-165,
 DV0266'NORTHEAST OF TRACK.
 DV0266
 DV0266                          STATION RECOVERY (1939)
 DV0266
 DV0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0266'RECOVERED IN GOOD CONDITION.
 DV0266
 DV0266                          STATION RECOVERY (2008)
 DV0266
 DV0266'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0266'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0266'42.559' W112 26.385'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0269 ***********************************************************************
 DV0269  DESIGNATION -  RV 97
 DV0269  PID         -  DV0269
 DV0269  STATE/COUNTY-  AZ/MARICOPA
 DV0269  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0269
 DV0269                         *CURRENT SURVEY CONTROL
 DV0269  ___________________________________________________________________
 DV0269* NAD 83(1986)-  33 43 24.     (N)    112 27 28.     (W)     SCALED    
 DV0269* NAVD 88     -       446.890  (meters)    1466.17   (feet)  POSTED    
 DV0269  ___________________________________________________________________
 DV0269  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DV0269  DYNAMIC HT  -         446.370 (meters)    1464.47  (feet)  COMP
 DV0269  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 DV0269
 DV0269  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0269
 DV0269.The horizontal coordinates were scaled from a topographic map and have
 DV0269.an estimated accuracy of +/- 6 seconds.
 DV0269
 DV0269.The orthometric height was determined by differential leveling
 DV0269.and adjusted in November 2005.
 DV0269.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0269.was located on a no-check spur therefore a value was not computed.
 DV0269.No vertical observational check was made to the station.
 DV0269
 DV0269.The geoid height was determined by GEOID03.
 DV0269
 DV0269.The dynamic height is computed by dividing the NAVD 88
 DV0269.geopotential number by the normal gravity value computed on the
 DV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0269.degrees latitude (g = 980.6199 gals.).
 DV0269
 DV0269.The modeled gravity was interpolated from observed gravity values.
 DV0269
 DV0269;                    North         East    Units  Estimated Accuracy
 DV0269;SPC AZ C     -   302,100.      163,210.      MT  (+/- 180 meters Scaled)
 DV0269
 DV0269                          SUPERSEDED SURVEY CONTROL
 DV0269
 DV0269  NGVD 29 (??/??/92)  446.406  (m)         1464.58   (f) ADJ UNCH    2 0
 DV0269
 DV0269.Superseded values are not recommended for survey control.
 DV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0269.See file dsdata.txt to determine how the superseded data were derived.
 DV0269
 DV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC649324(NAD 83)
 DV0269_MARKER: R = RIVET
 DV0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0269_SP_SET: CULVERT
 DV0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0269+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0269
 DV0269  HISTORY     - Date     Condition        Report By
 DV0269  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0269  HISTORY     - 1933     GOOD             NGS
 DV0269  HISTORY     - 20020930 GOOD             MCDOT
 DV0269  HISTORY     - 20080427 GOOD             GEOCAC
 DV0269
 DV0269                          STATION DESCRIPTION
 DV0269
 DV0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0269'5.8 MI NW FROM BEARDSLEY.
 DV0269'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0269'164, ON TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-164,
 DV0269'NORTHEAST OF TRACK.
 DV0269
 DV0269                          STATION RECOVERY (2002)
 DV0269
 DV0269'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0269'RECOVERED IN GOOD CONDITION.
 DV0269
 DV0269                          STATION RECOVERY (2008)
 DV0269
 DV0269'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0269'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0269'43.411' W112 27.476'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0270 ***********************************************************************
 DV0270  DESIGNATION -  RV 98
 DV0270  PID         -  DV0270
 DV0270  STATE/COUNTY-  AZ/MARICOPA
 DV0270  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0270
 DV0270                         *CURRENT SURVEY CONTROL
 DV0270  ___________________________________________________________________
 DV0270* NAD 83(1986)-  33 43 51.     (N)    112 28 03.     (W)     SCALED    
 DV0270* NAVD 88     -       455.128  (meters)    1493.20   (feet)  POSTED    
 DV0270  ___________________________________________________________________
 DV0270  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0270  DYNAMIC HT  -         454.590 (meters)    1491.43  (feet)  COMP
 DV0270  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 DV0270
 DV0270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0270
 DV0270.The horizontal coordinates were scaled from a topographic map and have
 DV0270.an estimated accuracy of +/- 6 seconds.
 DV0270
 DV0270.The orthometric height was determined by differential leveling
 DV0270.and adjusted in November 2005.
 DV0270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0270.was located on a no-check spur therefore a value was not computed.
 DV0270.No vertical observational check was made to the station.
 DV0270
 DV0270.The geoid height was determined by GEOID03.
 DV0270
 DV0270.The dynamic height is computed by dividing the NAVD 88
 DV0270.geopotential number by the normal gravity value computed on the
 DV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0270.degrees latitude (g = 980.6199 gals.).
 DV0270
 DV0270.The modeled gravity was interpolated from observed gravity values.
 DV0270
 DV0270;                    North         East    Units  Estimated Accuracy
 DV0270;SPC AZ C     -   302,940.      162,320.      MT  (+/- 180 meters Scaled)
 DV0270
 DV0270                          SUPERSEDED SURVEY CONTROL
 DV0270
 DV0270  NGVD 29 (??/??/92)  454.639  (m)         1491.59   (f) ADJ UNCH    2 0
 DV0270
 DV0270.Superseded values are not recommended for survey control.
 DV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0270.See file dsdata.txt to determine how the superseded data were derived.
 DV0270
 DV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC640332(NAD 83)
 DV0270_MARKER: R = RIVET
 DV0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0270_SP_SET: REVETMENT
 DV0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0270
 DV0270  HISTORY     - Date     Condition        Report By
 DV0270  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0270  HISTORY     - 1933     GOOD             NGS
 DV0270  HISTORY     - 20020930 MARK NOT FOUND   MCDOT
 DV0270  HISTORY     - 20080427 MARK NOT FOUND   GEOCAC
 DV0270
 DV0270                          STATION DESCRIPTION
 DV0270
 DV0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0270'6.6 MI NW FROM BEARDSLEY.
 DV0270'MONEL METAL RIVET, ON A. T. AND S. F. RIGHT OF WAY, IN MILE 163, AT
 DV0270'SOUTHEAST END OF RAILROAD TRESTLE NO. A-163, ON TOP OF SHELF CONCRETE
 DV0270'REVETMENT, 12 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0270
 DV0270                          STATION RECOVERY (2002)
 DV0270
 DV0270'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0270'MARK NOT FOUND.
 DV0270
 DV0270                          STATION RECOVERY (2008)
 DV0270
 DV0270'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0270'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0270'MARK. THE RAILROAD BRIDGE HAS BEEN UPDATED/REBUILT, AND THE REVETMENT
 DV0270'HAS HAD CONCRETE ADDED ON TOP OF THE MARK. A DEPARTMENT OF THE
 DV0270'INTERIOR/B.O.R. DISK STAMPED 'RV-98A' HAS BEEN MONUMENTED AT THE SAME
 DV0270'CORNER OF THE BRIDGE, BUT NOT AT THE SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0271 ***********************************************************************
 DV0271  DESIGNATION -  RV 99
 DV0271  PID         -  DV0271
 DV0271  STATE/COUNTY-  AZ/MARICOPA
 DV0271  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0271
 DV0271                         *CURRENT SURVEY CONTROL
 DV0271  ___________________________________________________________________
 DV0271* NAD 83(1986)-  33 44 42.     (N)    112 29 07.     (W)     SCALED    
 DV0271* NAVD 88     -       471.275  (meters)    1546.17   (feet)  POSTED    
 DV0271  ___________________________________________________________________
 DV0271  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0271  DYNAMIC HT  -         470.720 (meters)    1544.35  (feet)  COMP
 DV0271  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 DV0271
 DV0271  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0271
 DV0271.The horizontal coordinates were scaled from a topographic map and have
 DV0271.an estimated accuracy of +/- 6 seconds.
 DV0271
 DV0271.The orthometric height was determined by differential leveling
 DV0271.and adjusted in November 2005.
 DV0271.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0271.was located on a no-check spur therefore a value was not computed.
 DV0271.No vertical observational check was made to the station.
 DV0271
 DV0271.The geoid height was determined by GEOID03.
 DV0271
 DV0271.The dynamic height is computed by dividing the NAVD 88
 DV0271.geopotential number by the normal gravity value computed on the
 DV0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0271.degrees latitude (g = 980.6199 gals.).
 DV0271
 DV0271.The modeled gravity was interpolated from observed gravity values.
 DV0271
 DV0271;                    North         East    Units  Estimated Accuracy
 DV0271;SPC AZ C     -   304,520.      160,680.      MT  (+/- 180 meters Scaled)
 DV0271
 DV0271                          SUPERSEDED SURVEY CONTROL
 DV0271
 DV0271  NGVD 29 (??/??/92)  470.777  (m)         1544.54   (f) ADJ UNCH    2 0
 DV0271
 DV0271.Superseded values are not recommended for survey control.
 DV0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0271.See file dsdata.txt to determine how the superseded data were derived.
 DV0271
 DV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC624348(NAD 83)
 DV0271_MARKER: R = RIVET
 DV0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0271_SP_SET: CULVERT
 DV0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0271+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV0271
 DV0271  HISTORY     - Date     Condition        Report By
 DV0271  HISTORY     - UNK      MONUMENTED       ATSFRR
 DV0271  HISTORY     - 1933     GOOD             NGS
 DV0271  HISTORY     - 20020930 MARK NOT FOUND   MCDOT
 DV0271  HISTORY     - 20080427 GOOD             GEOCAC
 DV0271
 DV0271                          STATION DESCRIPTION
 DV0271
 DV0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DV0271'7.9 MI NW FROM BEARDSLEY.
 DV0271'MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE
 DV0271'162, ON TOP OF CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-162,
 DV0271'NORTHEAST OF TRACK.
 DV0271
 DV0271                          STATION RECOVERY (2002)
 DV0271
 DV0271'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0271'MARK NOT FOUND.
 DV0271
 DV0271                          STATION RECOVERY (2008)
 DV0271
 DV0271'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0271'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DV0271'44.687' W112 29.110'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1712 ***********************************************************************
 DU1712  DESIGNATION -  RYAN
 DU1712  PID         -  DU1712
 DU1712  STATE/COUNTY-  AZ/MARICOPA
 DU1712  USGS QUAD   -  GUADALUPE (1982)
 DU1712
 DU1712                         *CURRENT SURVEY CONTROL
 DU1712  ___________________________________________________________________
 DU1712* NAD 83(2007)-  33 22 21.82339(N)    111 58 06.35888(W)     ADJUSTED  
 DU1712* NAVD 88     -       383.026  (meters)    1256.64   (feet)  ADJUSTED  
 DU1712  ___________________________________________________________________
 DU1712  EPOCH DATE  -        2007.00
 DU1712  X           -  -1,994,731.658 (meters)                     COMP
 DU1712  Y           -  -4,944,976.281 (meters)                     COMP
 DU1712  Z           -   3,488,748.875 (meters)                     COMP
 DU1712  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DU1712  ELLIP HEIGHT-         353.248 (meters)          (02/10/07) ADJUSTED
 DU1712  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1712  DYNAMIC HT  -         382.584 (meters)    1255.19  (feet)  COMP
 DU1712
 DU1712  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1712  Type    PID    Designation                      North   East  Ellip
 DU1712  -------------------------------------------------------------------
 DU1712  NETWORK DU1712 RYAN                              0.41   0.37   1.04
 DU1712  -------------------------------------------------------------------
 DU1712  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DU1712
 DU1712  VERT ORDER  -  SECOND    CLASS I
 DU1712
 DU1712.The horizontal coordinates were established by GPS observations
 DU1712.and adjusted by the National Geodetic Survey in February 2007.
 DU1712
 DU1712.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1712.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1712.The horizontal coordinates are valid at the epoch date displayed above.
 DU1712.The epoch date for horizontal control is a decimal equivalence
 DU1712.of Year/Month/Day.
 DU1712
 DU1712.The orthometric height was determined by differential leveling
 DU1712.and adjusted in November 1993.
 DU1712
 DU1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1712
 DU1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1712
 DU1712.The ellipsoidal height was determined by GPS observations
 DU1712.and is referenced to NAD 83.
 DU1712
 DU1712.The geoid height was determined by GEOID03.
 DU1712
 DU1712.The dynamic height is computed by dividing the NAVD 88
 DU1712.geopotential number by the normal gravity value computed on the
 DU1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1712.degrees latitude (g = 980.6199 gals.).
 DU1712
 DU1712.The modeled gravity was interpolated from observed gravity values.
 DU1712
 DU1712;                    North         East     Units Scale Factor Converg.
 DU1712;SPC AZ C     -   263,087.120   208,543.193   MT  0.99990029   -0 01 42.5
 DU1712;SPC AZ C     -   863,146.72    684,196.83   iFT  0.99990029   -0 01 42.5
 DU1712;UTM  12      - 3,693,027.745   409,913.614   MT  0.99970005   -0 31 57.9
 DU1712
 DU1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1712!SPC AZ C     -   0.99994454  x   0.99990029  =   0.99984484
 DU1712!UTM  12      -   0.99994454  x   0.99970005  =   0.99964461
 DU1712
 DU1712                          SUPERSEDED SURVEY CONTROL
 DU1712
 DU1712  NAD 83(1992)-  33 22 21.82265(N)    111 58 06.35796(W) AD(       ) A
 DU1712  ELLIP H (01/27/00)  353.286  (m)                       GP(       ) 1 1
 DU1712  NAVD 88 (01/27/00)  383.03   (m)         1256.7    (f) LEVELING    3  
 DU1712
 DU1712.Superseded values are not recommended for survey control.
 DU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1712.See file dsdata.txt to determine how the superseded data were derived.
 DU1712
 DU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0991493028(NAD 83)
 DU1712_MARKER: DU = BOUNDARY MARKER
 DU1712_SETTING: 0 = UNSPECIFIED SETTING
 DU1712_SP_SET: BEDROCK
 DU1712_STAMPING: RYAN STA 1965
 DU1712_MARK LOGO: AZDT  
 DU1712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1712+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DU1712
 DU1712  HISTORY     - Date     Condition        Report By
 DU1712  HISTORY     - 1965     MONUMENTED       AZDT
 DU1712  HISTORY     - 1981     GOOD             AZDT
 DU1712  HISTORY     - 19980930 GOOD             AZ-013
 DU1712  HISTORY     - 20000405 GOOD             MCDOT
 DU1712  HISTORY     - 20040701 GOOD             USPSQD
 DU1712  HISTORY     - 20060922 GOOD             GEOCAC
 DU1712  HISTORY     - 20061101 GOOD             EVANS
 DU1712
 DU1712                          STATION DESCRIPTION
 DU1712
 DU1712'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1712'IN PHOENIX.
 DU1712'IN PHOENIX, 0.37 MI (0.60 KM) SOUTH ON INTERSTATE 10 FROM THE
 DU1712'INTERSECTION OF BASELINE ROAD, ABOUT 80 FT (24.4 METERS) WEST OF
 DU1712'CENTER OF SOUTHBOUND LANE OF INTERSTATE 10, 22 FT (6.71 METERS) SOUTH
 DU1712'OF AN OVERHEAD POWER LINE CROSSING, 9 FT (2.74 METERS) EAST OF THE
 DU1712'WEST RIGHT-OF-WAY FENCE, AT THE FOOT OF AND ON THE EAST OF A WESTERLY
 DU1712'EXTENDING RIDGE UPON WHICH IS A CONCRETE BUILDING, AN AZDT BRASS CAP
 DU1712'SET IN CONCRETE ON BEDROCKS DOWN 0.1 FT.
 DU1712
 DU1712                          STATION RECOVERY (1998)
 DU1712
 DU1712'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DU1712'RECOVERED AS DESCRIBED.
 DU1712
 DU1712                          STATION RECOVERY (2000)
 DU1712
 DU1712'RECOVERY NOTE BY MARICOPA CO DOT 2000 (GF)
 DU1712'RECOVERED AS DESCRIBED.
 DU1712
 DU1712                          STATION RECOVERY (2004)
 DU1712
 DU1712'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU1712'RECOVERED AS DESCRIBED
 DU1712
 DU1712                          STATION RECOVERY (2006)
 DU1712
 DU1712'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1712'RECOVERED IN GOOD CONDITION.
 DU1712
 DU1712                          STATION RECOVERY (2006)
 DU1712
 DU1712'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 DU1712'RECOVERED AS DESCRIBED. THIS MARK HAS BEEN LABELED AS UNSUITABLE FOR
 DU1712'GPS OBSERVATIONS, PRESUMABLY BECAUSE OF OBSTRUCTIONS TO THE WESTERLY
 DU1712'HORIZON. MEA CULPA - I HAVE HAD MIXED RESULTS WITH THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0281 ***********************************************************************
 GQ0281  DESIGNATION -  RYAN
 GQ0281  PID         -  GQ0281
 GQ0281  STATE/COUNTY-  AZ/COCONINO
 GQ0281  USGS QUAD   -  WARM SPRINGS CANYON (1988)
 GQ0281
 GQ0281                         *CURRENT SURVEY CONTROL
 GQ0281  ___________________________________________________________________
 GQ0281* NAD 83(1992)-  36 42 01.88803(N)    112 20 18.13738(W)     ADJUSTED  
 GQ0281* NAVD 88     -      2317.     (meters)    7602.     (feet)  SCALED    
 GQ0281  ___________________________________________________________________
 GQ0281  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 GQ0281  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 GQ0281  HORZ ORDER  -  SECOND
 GQ0281
 GQ0281.The horizontal coordinates were established by classical geodetic methods
 GQ0281.and adjusted by the National Geodetic Survey in August 1993.
 GQ0281
 GQ0281.The orthometric height was scaled from a topographic map.
 GQ0281
 GQ0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0281
 GQ0281.The geoid height was determined by GEOID03.
 GQ0281
 GQ0281;                    North         East     Units Scale Factor Converg.
 GQ0281;SPC AZ C     -   632,322.041   175,680.321   MT  0.99991749   -0 15 07.3
 GQ0281;SPC AZ C     - 2,074,547.38    576,379.01   iFT  0.99991749   -0 15 07.3
 GQ0281;UTM  12      - 4,062,485.976   380,448.441   MT  0.99977608   -0 47 59.8
 GQ0281
 GQ0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0281!SPC AZ C     -   0.99963990  x   0.99991749  =   0.99955742
 GQ0281!UTM  12      -   0.99963990  x   0.99977608  =   0.99941606
 GQ0281
 GQ0281:                Primary Azimuth Mark                     Grid Az
 GQ0281:SPC AZ C     -  JUMPUP                                   238 14 49.7
 GQ0281:UTM  12      -  JUMPUP                                   238 47 42.2
 GQ0281
 GQ0281|---------------------------------------------------------------------|
 GQ0281| PID    Reference Object                     Distance      Geod. Az  |
 GQ0281|                                                           dddmmss.s |
 GQ0281| GQ0333 JUMPUP                              APPROX.28.5 KM 2375942.4 |
 GQ0281|---------------------------------------------------------------------|
 GQ0281
 GQ0281                          SUPERSEDED SURVEY CONTROL
 GQ0281
 GQ0281  NAD 83(1986)-  36 42 01.88031(N)    112 20 18.12987(W) AD(       ) 2
 GQ0281  NAD 27      -  36 42 01.91100(N)    112 20 15.48200(W) AD(       ) 2
 GQ0281
 GQ0281.Superseded values are not recommended for survey control.
 GQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0281.See file dsdata.txt to determine how the superseded data were derived.
 GQ0281
 GQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8044862486(NAD 83)
 GQ0281_MARKER: DS = TRIANGULATION STATION DISK
 GQ0281_SETTING: 80 = SET IN A BOULDER
 GQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0281+STABILITY: SURFACE MOTION
 GQ0281
 GQ0281  HISTORY     - Date     Condition        Report By
 GQ0281  HISTORY     - 1933     MONUMENTED       USGS
 GQ0281  HISTORY     - 1953     GOOD             USGS
 GQ0281
 GQ0281                          STATION DESCRIPTION
 GQ0281
 GQ0281'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0281'LOCATED 1.25 MI NE. OF RYAN RANGER STATION AND OLD SANTON COPPER
 GQ0281'CO. SMELTER.  ON PROMINENT, ROCKY POINT EXTENDING OUT FROM MAIN
 GQ0281'KAIBAB PLATEAU JUST N. OF WARM SPRINGS CANYON AND E. OF RYAN RD.,
 GQ0281'ON WEST SLOPE NEAR EDGE OF BLUFF, ABOUT 500 FT. N. OF EXTREME
 GQ0281'SOUTHERN POINT, COVERED WITH JUNIPER AND PINON TREES.
 GQ0281'
 GQ0281'TO REACH CLIMB BLUFF FROM RYAN RD. AT POINT NEAR SOUTH END.
 GQ0281'
 GQ0281'STATION MARK--STANDARD TABLET STAMPED---RYAN 1933---, CEMENTED IN
 GQ0281'LIMESTONE ROCK IMBEDDED IN GROUND.
 GQ0281'
 GQ0281'RM 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE CUT
 GQ0281'ON PINON TREE.
 GQ0281'
 GQ0281'RM 2--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE CUT
 GQ0281'ON PINON TREE.
 GQ0281
 GQ0281                          STATION RECOVERY (1953)
 GQ0281
 GQ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LGT)
 GQ0281'THE STATION IS ABOUT 20 MILES SOUTHEAST OF FREDONIA, 7 MILES WEST
 GQ0281'OF JACOB LAKE, 1-1/4 MILES NORTHEAST OF RYAN (RANGER STATION)
 GQ0281'AND 1/2 MILE EAST OF THE ROAD LEADING TO RYAN AND BIG SPRINGS.
 GQ0281'IT IS ON A TIMBERED POINT THAT LIES AT THE WEST EDGE OF THE
 GQ0281'KAIBAB PLATEAU AND AT THE NORTH SIDE OF WARM SPRINGS CANYON.
 GQ0281'
 GQ0281'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WARM,
 GQ0281'WHICH IS 17.03 FEET (5.191 METERS) WEST-NORTHWEST OF THIS STATION.
 GQ0281'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GQ0281'DISK STAMPED RYAN 1933.  IT IS SET IN A 6-INCH BY 10-INCH
 GQ0281'BOULDER PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 GQ0281'IT IS 7 FEET SOUTHEAST OF A FORKED STUMP AND IS AT APPROXIMATELY
 GQ0281'THE SAME ELEVATION AS TRIANGULATION STATION WARM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0284 ***********************************************************************
 GQ0284  DESIGNATION -  RYAN
 GQ0284  PID         -  GQ0284
 GQ0284  STATE/COUNTY-  AZ/COCONINO
 GQ0284  USGS QUAD   -  MUGGINS FLAT (1988)
 GQ0284
 GQ0284                         *CURRENT SURVEY CONTROL
 GQ0284  ___________________________________________________________________
 GQ0284* NAD 83(1992)-  36 54 16.87022(N)    112 21 42.53183(W)     ADJUSTED  
 GQ0284* NAVD 88     -      1607.     (meters)    5272.     (feet)  SCALED    
 GQ0284  ___________________________________________________________________
 GQ0284  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 GQ0284  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GQ0284  HORZ ORDER  -  FIRST
 GQ0284
 GQ0284.The horizontal coordinates were established by classical geodetic methods
 GQ0284.and adjusted by the National Geodetic Survey in November 1997.
 GQ0284
 GQ0284.The orthometric height was scaled from a topographic map.
 GQ0284
 GQ0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0284
 GQ0284.The geoid height was determined by GEOID03.
 GQ0284
 GQ0284;                    North         East     Units Scale Factor Converg.
 GQ0284;SPC AZ C     -   654,986.072   173,691.108   MT  0.99991938   -0 16 02.3
 GQ0284;SPC AZ C     - 2,148,904.44    569,852.72   iFT  0.99991938   -0 16 02.3
 GQ0284;SPC UT S     - 3,026,770.535   423,188.670   MT  1.00006812   -0 31 40.9
 GQ0284;UTM  12      - 4,085,164.865   378,676.820   MT  0.99978133   -0 49 04.3
 GQ0284
 GQ0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0284!SPC AZ C     -   0.99975135  x   0.99991938  =   0.99967075
 GQ0284!SPC UT S     -   0.99975135  x   1.00006812  =   0.99981946
 GQ0284!UTM  12      -   0.99975135  x   0.99978133  =   0.99953274
 GQ0284
 GQ0284:                Primary Azimuth Mark                     Grid Az
 GQ0284:SPC AZ C     -  RYAN AZ MK                               153 12 00.8
 GQ0284:SPC UT S     -  RYAN AZ MK                               153 27 39.4
 GQ0284:UTM  12      -  RYAN AZ MK                               153 45 02.8
 GQ0284
 GQ0284|---------------------------------------------------------------------|
 GQ0284| PID    Reference Object                     Distance      Geod. Az  |
 GQ0284|                                                           dddmmss.s |
 GQ0284| CH3248 RYAN AZ MK                                         1525558.5 |
 GQ0284| CH3249 RYAN RM 1                            13.690 METERS 19532     |
 GQ0284| CH3250 RYAN RM 2                            11.484 METERS 28742     |
 GQ0284|---------------------------------------------------------------------|
 GQ0284
 GQ0284                          SUPERSEDED SURVEY CONTROL
 GQ0284
 GQ0284  NAD 83(1992)-  36 54 16.86960(N)    112 21 42.53201(W) AD(       ) 1
 GQ0284  NAD 83(1986)-  36 54 16.87035(N)    112 21 42.52861(W) AD(       ) 1
 GQ0284  NAD 27      -  36 54 16.92100(N)    112 21 39.82100(W) AD(       ) 1
 GQ0284
 GQ0284.Superseded values are not recommended for survey control.
 GQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0284.See file dsdata.txt to determine how the superseded data were derived.
 GQ0284
 GQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7867785165(NAD 83)
 GQ0284_MARKER: DS = TRIANGULATION STATION DISK
 GQ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0284
 GQ0284  HISTORY     - Date     Condition        Report By
 GQ0284  HISTORY     - 1938     MONUMENTED       CGS
 GQ0284  HISTORY     - 1952     GOOD             CGS
 GQ0284  HISTORY     - 1953     GOOD             FAS
 GQ0284
 GQ0284                          STATION DESCRIPTION
 GQ0284
 GQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GQ0284'LOCATED ABOUT 9 MILES AIRLINE, 9.9 MILES BY ROAD SOUTHEAST
 GQ0284'OF FREDONIA, ARIZONA.  ABOUT 8 MILES SOUTH OF THE UTAH STATE
 GQ0284'LINE ON LOW, FLAT, SAGE COVERED RIDGE 19.2 METERS NORTH OF THE
 GQ0284'HIGHWAY U.S. 89.
 GQ0284'
 GQ0284'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 GQ0284'IN CONCRETE.  REFERENCE
 GQ0284'MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS.
 GQ0284'AZIMUTH MARK IS A STANDARD BRONZE DISK SET
 GQ0284'IN BEDROCK.
 GQ0284'
 GQ0284'REACHED FROM FREDONIA, ARIZONA, WHERE THE HIGHWAY U.S. 89
 GQ0284'TURNS SHARP LEFT (EAST) AT THE SOUTH EDGE OF TOWN, GO FOR
 GQ0284'9.4 MILES SOUTHEAST ON 89 TO WHERE THE TELEPHONE CROSSES THE
 GQ0284'HIGHWAY.  THENCE CONTINUE ON FOR 0.5 MILE TO WHERE THE HIGHWAY
 GQ0284'MAKES A BEND TO THE SOUTH.  HERE LEAVE THE HIGHWAY AND DRIVE
 GQ0284'NORTH ACROSS THE SAGE BRUSH FOR 60 FEET TO THE STATION.
 GQ0284'
 GQ0284'THE AZIMUTH MARK IS 0.75 MILE FURTHER SOUTH ON THE RIGHT HAND
 GQ0284'SIDE OF THE HIGHWAY, ABOUT 40 FEET WEST OF THE CENTER LINE
 GQ0284'OF THE HIGHWAY.
 GQ0284
 GQ0284                          STATION RECOVERY (1952)
 GQ0284
 GQ0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0284'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GQ0284'
 GQ0284'THE HIGHWAY HAS CHANGED SINCE 1938.  TO REACH THE STATION
 GQ0284'FROM FREDONA, FOLLOW THE NEW U.S. HIGHWAY 89 TOWARD JACOB
 GQ0284'LAKE FOR 9.1 MI., THEN PACK ACROSS COUNTRY FOR ABOUT 1/2 MI.
 GQ0284'TO THE N AND TO THE STATION.
 GQ0284
 GQ0284                          STATION RECOVERY (1953)
 GQ0284
 GQ0284'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 GQ0284'RECOVERED THE STATION MARK AND REFERENCE MARKS 1 AND 2 IN GOOD
 GQ0284'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE.  HOWEVER,
 GQ0284'HIGHWAY 89 REFERRED TO IN THE DESCRIPTION HAS BEEN REALIGNED
 GQ0284'AND RESURFACED SINCE 1938.  MILEAGES, THOUGH, WILL STILL
 GQ0284'HOLD WITHIN 0.1 MI.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0979 ***********************************************************************
 ES0979  DESIGNATION -  RYE
 ES0979  PID         -  ES0979
 ES0979  STATE/COUNTY-  AZ/GILA
 ES0979  USGS QUAD   -  GISELA (1972)
 ES0979
 ES0979                         *CURRENT SURVEY CONTROL
 ES0979  ___________________________________________________________________
 ES0979* NAD 83(1992)-  34 01 40.94775(N)    111 18 24.46152(W)     ADJUSTED  
 ES0979* NAVD 88     -      1000.5    (meters)    3282.     (feet)  VERTCON   
 ES0979  ___________________________________________________________________
 ES0979  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 ES0979  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 ES0979  HORZ ORDER  -  SECOND
 ES0979
 ES0979.The horizontal coordinates were established by classical geodetic methods
 ES0979.and adjusted by the National Geodetic Survey in August 1993.
 ES0979
 ES0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0979
 ES0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0979
 ES0979.The geoid height was determined by GEOID03.
 ES0979
 ES0979;                    North         East     Units Scale Factor Converg.
 ES0979;SPC AZ E     -   336,350.186   108,072.034   MT  1.00003661   -0 38 17.1
 ES0979;SPC AZ E     - 1,103,511.11    354,567.04   iFT  1.00003661   -0 38 17.1
 ES0979;UTM  12      - 3,765,307.553   471,677.421   MT  0.99960989   -0 10 18.1
 ES0979
 ES0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0979!SPC AZ E     -   0.99984714  x   1.00003661  =   0.99988374
 ES0979!UTM  12      -   0.99984714  x   0.99960989  =   0.99945709
 ES0979
 ES0979|---------------------------------------------------------------------|
 ES0979| PID    Reference Object                     Distance      Geod. Az  |
 ES0979|                                                           dddmmss.s |
 ES0979| CH3251 RYE RM 1                              9.035 METERS 12524     |
 ES0979| DU2036 REED                                APPROX. 5.1 KM 1780358.0 |
 ES0979| CH3252 RYE RM 2                              6.112 METERS 23523     |
 ES0979|---------------------------------------------------------------------|
 ES0979
 ES0979                          SUPERSEDED SURVEY CONTROL
 ES0979
 ES0979  NAD 83(1986)-  34 01 40.94149(N)    111 18 24.46476(W) AD(       ) 2
 ES0979  NAD 27      -  34 01 40.79700(N)    111 18 21.98200(W) AD(       ) 2
 ES0979  NGVD 29 (07/19/86)  999.9    (m)         3281.     (f) VERT ANG    3  
 ES0979
 ES0979.Superseded values are not recommended for survey control.
 ES0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0979.See file dsdata.txt to determine how the superseded data were derived.
 ES0979
 ES0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7167765308(NAD 83)
 ES0979_MARKER: DS = TRIANGULATION STATION DISK
 ES0979_SETTING: 80 = SET IN A BOULDER
 ES0979_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0979+STABILITY: SURFACE MOTION
 ES0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0979+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0979
 ES0979  HISTORY     - Date     Condition        Report By
 ES0979  HISTORY     - 1946     MONUMENTED       CGS
 ES0979  HISTORY     - 1967     GOOD             USAF
 ES0979  HISTORY     - 1981     GOOD             AZDT
 ES0979  HISTORY     - 20080307 GOOD             GEOCAC
 ES0979
 ES0979                          STATION DESCRIPTION
 ES0979
 ES0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0979'STATION IS LOCATED 14.4 MILES AIRLINE SSE OF PAYSON, ARIZ.,
 ES0979'1.5 MILES AIRLINE NNW OF FELTON SERVICE STATION, ON WEST END OF
 ES0979'A SMALL BARE FLAT MESA WHICH OVERLOOKS THE ROOSEVELT PAYSON
 ES0979'HIGHWAY TO THE N, S, AND W.
 ES0979'
 ES0979'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, GO
 ES0979'SOUTH ON THE ROOSEVELT-PAYSON HIGHWAY FOR 16.85 MILES TO A
 ES0979'STEEL BRIDGE OVER RYE CREEK, CONTINUE SOUTH ON HIGHWAY FOR
 ES0979'1.15 MILES TO B.M. R-20 1933 ON RIGHT OR WEST SIDE OF HIGHWAY,
 ES0979'APPROX. 17 METERS FROM CENTER LINE OF HIGHWAY.  FROM HERE
 ES0979'PACK SSE APPROX. 1/4 MILE TO TOP OF WEST END OF MESA AND
 ES0979'STATION.
 ES0979'
 ES0979'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED--RYE
 ES0979'1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF
 ES0979'WHICH IS 2 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0979'
 ES0979'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--RYE
 ES0979'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 ES0979'TOP OF WHICH IF FLUSH WITH THE SURROUNDING SURFACE.  REFERENCE
 ES0979'MARK NO. 1 IS SE OF STATION AND ON SAME LEVEL WITH STATION.
 ES0979'
 ES0979'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--RYE
 ES0979'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 ES0979'TOP OF WHICH IS 2 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES0979'MARK IS WSW OF STATION AND APPROX.  1-FOOT BELOW STATION.
 ES0979'
 ES0979'AZIMUTH MARK IS A STANDARD BENCH MARK STAMPED--R-20 1933, ELEV.
 ES0979'3094.623 FEET, AND IS SET IN THE TOP OF A 12 IN X 12 IN CONCRETE
 ES0979'POST, TOP OF WHICH IS 6 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0979'THIS MARK IS APPROX. 1/4 MILE NNW OF STATION, 17 METERS NW
 ES0979'OF CENTERLINE OF HIGHWAY APPROX. 30 METERS EAST OF A NORTH-SOUTH
 ES0979'TELEPHONE LINE AND ON SOUTH SIDE OF A SMALL KNOLL WHICH IS
 ES0979'ON WEST SIDE OF ROAD.  THIS MARK IS APPROX. ON SAME LEVEL
 ES0979'WITH ROAD.
 ES0979
 ES0979                          STATION RECOVERY (1967)
 ES0979
 ES0979'RECOVERY NOTE BY US AIR FORCE 1967
 ES0979'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY
 ES0979'160, NORTH OF PAYSON, TRAVEL SOUTH ON 160 12.75 MILES TO TURN
 ES0979'OFF FOR GISELA, TURN LEFT EAST 0.5 MILES TO INTERSECTION WITH
 ES0979'GISELA TURNOFF, CONTINUE STRAIGHT 6.4 MILES TOWARD ROOSEVELT
 ES0979'AND FELTON SERVICE STATION TO BENCH MARK R20 1933 ON RIGHT,
 ES0979'WEST SIDE OF THE HIGHWAY, APPROX. 17 METERS FROM CENTER LINE
 ES0979'OF HIGHWAY.  FROM HERE PACK SSE APPROX. 1/4 MILE TO TOP OF WEST
 ES0979'END OF MESA AND STATION.
 ES0979
 ES0979                          STATION RECOVERY (1981)
 ES0979
 ES0979'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0979'THE STATION MARK, REFERENC MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ES0979'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 ES0979'
 ES0979'FROM THE POST OFFICE IN PAYSON TRAVEL WEST FOR 200 FEET TO SOUTH
 ES0979'MILES TO STATE ROUTE 188.  TURN LEFT ALONG STATE ROUTE 188 FOR 3.55
 ES0979'MILE TO JAKES CORNER AND A ROAD ON THE LEFT.  TURN LEFT FOR 1.65 MILES
 ES0979'TO A SMALL TRAFFIC PULLOUT AND THE AZIMUTH MARK ON THE LEFT.  THE
 ES0979'STATION IS ON THE HILL ON THE RIGHT WHICH IS ERODED ON THE WEST SIDE.
 ES0979'PACK EAST UP THE HILL TO THE STATION.
 ES0979
 ES0979                          STATION RECOVERY (2008)
 ES0979
 ES0979'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0979'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES0979'CONDITION AS DESCRIBED. AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6837 ***********************************************************************
 AC6837  SACS        -  This is a Secondary Airport Control Station.
 AC6837  DESIGNATION -  RYN A
 AC6837  PID         -  AC6837
 AC6837  STATE/COUNTY-  AZ/PIMA
 AC6837  USGS QUAD   -  BROWN MOUNTAIN (1992)
 AC6837
 AC6837                         *CURRENT SURVEY CONTROL
 AC6837  ___________________________________________________________________
 AC6837* NAD 83(2007)-  32 08 38.42167(N)    111 10 05.92440(W)     ADJUSTED  
 AC6837* NAVD 88     -       730.92   (meters)    2398.0    (feet)  GPS OBS   
 AC6837  ___________________________________________________________________
 AC6837  EPOCH DATE  -        2007.00
 AC6837  X           -  -1,952,217.067 (meters)                     COMP
 AC6837  Y           -  -5,041,384.057 (meters)                     COMP
 AC6837  Z           -   3,374,335.924 (meters)                     COMP
 AC6837  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 AC6837  ELLIP HEIGHT-         701.139 (meters)          (02/10/07) ADJUSTED
 AC6837  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AC6837
 AC6837  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6837  Type    PID    Designation                      North   East  Ellip
 AC6837  -------------------------------------------------------------------
 AC6837  NETWORK AC6837 RYN A                             0.53   0.51   1.14
 AC6837  -------------------------------------------------------------------
 AC6837
 AC6837.This mark is at Ryan Field Airport (RYN)
 AC6837
 AC6837.The horizontal coordinates were established by GPS observations
 AC6837.and adjusted by the National Geodetic Survey in February 2007.
 AC6837
 AC6837.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6837.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6837.The horizontal coordinates are valid at the epoch date displayed above.
 AC6837.The epoch date for horizontal control is a decimal equivalence
 AC6837.of Year/Month/Day.
 AC6837
 AC6837.The orthometric height was determined by GPS observations and a
 AC6837.high-resolution geoid model.
 AC6837
 AC6837.GPS derived orthometric heights for airport stations designated as
 AC6837.PACS or SACS are published to 2 decimal places.  This maintains
 AC6837.centimeter relative accuracy between the PACS and SACS.  It does
 AC6837.not indicate centimeter accuracy relative to other marks which are
 AC6837.part of the NAVD 88 network.
 AC6837
 AC6837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6837
 AC6837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6837
 AC6837.The ellipsoidal height was determined by GPS observations
 AC6837.and is referenced to NAD 83.
 AC6837
 AC6837.The geoid height was determined by GEOID03.
 AC6837
 AC6837;                    North         East     Units Scale Factor Converg.
 AC6837;SPC AZ C     -   127,079.283   283,957.423   MT  0.99996144   +0 23 53.4
 AC6837;SPC AZ C     -   416,926.78    931,618.84   iFT  0.99996144   +0 23 53.4
 AC6837;UTM  12      - 3,556,410.260   484,126.889   MT  0.99960311   -0 05 22.4
 AC6837
 AC6837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6837!SPC AZ C     -   0.99988992  x   0.99996144  =   0.99985137
 AC6837!UTM  12      -   0.99988992  x   0.99960311  =   0.99949308
 AC6837
 AC6837                          SUPERSEDED SURVEY CONTROL
 AC6837
 AC6837  ELLIP H (01/12/01)  701.162  (m)                       GP(       ) 4 1
 AC6837  NAD 83(1992)-  32 08 38.42037(N)    111 10 05.92338(W) AD(       ) 1
 AC6837  ELLIP H (03/14/97)  701.252  (m)                       GP(       ) 3 1
 AC6837
 AC6837.Superseded values are not recommended for survey control.
 AC6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6837.See file dsdata.txt to determine how the superseded data were derived.
 AC6837
 AC6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8412756410(NAD 83)
 AC6837_MARKER: DD = SURVEY DISK
 AC6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6837_STAMPING: RYN A 1979
 AC6837_MARK LOGO: NOS   
 AC6837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6837+STABILITY: SURFACE MOTION
 AC6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6837+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AC6837
 AC6837  HISTORY     - Date     Condition        Report By
 AC6837  HISTORY     - 1979     MONUMENTED       NOS
 AC6837  HISTORY     - 19910615 GOOD             NGS
 AC6837  HISTORY     - 19951218 GOOD             CHANCE
 AC6837  HISTORY     - 19970619 GOOD             NGS
 AC6837
 AC6837                          STATION DESCRIPTION
 AC6837
 AC6837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC6837'THE STATION IS LOCATED IN THE SOD AREA NORTH OF RUNWAY 6-24 40 FT
 AC6837'(12.2 M) E OF RANGE WITH A SET OF RUNWAY LIGHTS WHICH USED TO BE THE
 AC6837'SECOND SET OF RUNWAY LIGHTS SW FROM THE FORMER RUNWAY END.  IT IS
 AC6837'LOCATED 183.0 FT (55.8 M) NE OF THE THIRD RUNWAY LIGHT SW FROM THE
 AC6837'FORMER RUNWAY END, 181.1 FT (55.2 M) WNW FROM THE FIRST RUNWAY LIGHT
 AC6837'SW FROM THE FORMER RUNWAY END, 141.7 FT (43.2 M) NW FROM THE SECOND
 AC6837'RUNWAY LIGHT SW FROM THE FORMER RUNWAY END, AND 174.6 FT (53.2 M) NW
 AC6837'FROM THE RUNWAY CENTERLINE.  THE STATION IS A STANDARD NOS DISK
 AC6837'STAMPED RYN A 1979, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 AC6837'WITH THE GROUND.
 AC6837
 AC6837                          STATION RECOVERY (1995)
 AC6837
 AC6837'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6837'THE STATION IS LOCATED APPROXIMATELY 20 KM (12.40 MI) SOUTHWEST OF THE
 AC6837'CITY OF TUCSON AT RYAN FIELD AIRPORT.  OWNERSHIP -- CITY OF TUCSON
 AC6837'AIRPORT AUTHORITY, WALTER BURG - AIRPORT MANAGER, PHONE (602) 573-8100
 AC6837'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 19 AND STATE
 AC6837'HIGHWAY 86 (EXIT 99 ON INTERSTATE 19) IN SOUTHWEST TUCSON, PROCEED
 AC6837'SOUTHWEST ON STATE HIGHWAY 86 FOR 18.2 KM (11.30 MI) TO THE AIRPORT
 AC6837'ENTRANCE ON THE RIGHT (WACO WAY) .  TURN RIGHT ON WACO WAY AND PROCEED
 AC6837'NORTHWEST TO THE ACCESS GATE.  PASS THROUGH GATE AND GO WESTERLY
 AC6837'ACROSS APRON FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH TAXIWAY 2.
 AC6837'CONTINUE NORTH-NORTHWESTERLY ALONG TAXIWAY 2 FOR 0.6 KM (0.35 MI) TO
 AC6837'THE JUNCTION WITH TAXIWAY B.  TURN RIGHT AND GO EAST-NORTHEAST ALONG
 AC6837'TAXIWAY B FOR 0.7 KM (0.45 MI) TO THE JUNCTION WITH TAXIWAY 5.  TURN
 AC6837'LEFT AND GO NORTHWEST ALONG TAXIWAY 5 CROSSING RUNWAY 6R-24L TO THE
 AC6837'STATION ON THE LEFT BETWEEN RUNWAY 6R-24L AND TAXIWAY A THE STATION IS
 AC6837'A STANDARD SURVEY DISK SET INTO THE TOP OF A CONCRETE POST THAT IS
 AC6837'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 41.7 M (136.8 FT)
 AC6837'NORTH-NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6R-24L. 68.7 M (225.4
 AC6837'FT) SOUTH OF THE SOUTHWEST CORNER OF THE HOLDING BAY AT THE EAST END
 AC6837'OF TAXIWAY A, 75.8 M (248.7 FT) SOUTHWEST OF THE NORTHWESTERLY
 AC6837'EXTENSION OF THE CENTERLINE OF TAXIWAY 5, 55.1 M (180.8 FT)
 AC6837'WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE JUNCTION
 AC6837'WITH TAXIWAY 5, 55.8 M (183.1 FT) NORTHEAST OF THE THIRD RUNWAY LIGHT
 AC6837'SOUTHWEST OF THE JUNCTION WITH TAXIWAY 5, 43.2 M (141.7 FT) NORTH OF
 AC6837'THE SECOND RUNWAY LIGHT SOUTHWEST OF THE JUNCTION WITH TAXIWAY 5, AND
 AC6837'0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE WITNESS POST THE STATION IS
 AC6837'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA
 AC6837'SURVEYS 1996
 AC6837
 AC6837                          STATION RECOVERY (1997)
 AC6837
 AC6837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AC6837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6838 ***********************************************************************
 AC6838  SACS        -  This is a Secondary Airport Control Station.
 AC6838  DESIGNATION -  RYN B
 AC6838  PID         -  AC6838
 AC6838  STATE/COUNTY-  AZ/PIMA
 AC6838  USGS QUAD   -  BROWN MOUNTAIN (1992)
 AC6838
 AC6838                         *CURRENT SURVEY CONTROL
 AC6838  ___________________________________________________________________
 AC6838* NAD 83(2007)-  32 08 25.97691(N)    111 10 46.73303(W)     ADJUSTED  
 AC6838* NAVD 88     -       730.15   (meters)    2395.5    (feet)  GPS OBS   
 AC6838  ___________________________________________________________________
 AC6838  EPOCH DATE  -        2007.00
 AC6838  X           -  -1,953,287.891 (meters)                     COMP
 AC6838  Y           -  -5,041,187.274 (meters)                     COMP
 AC6838  Z           -   3,374,010.884 (meters)                     COMP
 AC6838  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AC6838  ELLIP HEIGHT-         700.337 (meters)          (02/10/07) ADJUSTED
 AC6838  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AC6838
 AC6838  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6838  Type    PID    Designation                      North   East  Ellip
 AC6838  -------------------------------------------------------------------
 AC6838  NETWORK AC6838 RYN B                             0.53   0.51   1.14
 AC6838  -------------------------------------------------------------------
 AC6838
 AC6838.This mark is at Ryan Field Airport (RYN)
 AC6838
 AC6838.The horizontal coordinates were established by GPS observations
 AC6838.and adjusted by the National Geodetic Survey in February 2007.
 AC6838
 AC6838.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6838.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6838.The horizontal coordinates are valid at the epoch date displayed above.
 AC6838.The epoch date for horizontal control is a decimal equivalence
 AC6838.of Year/Month/Day.
 AC6838
 AC6838.The orthometric height was determined by GPS observations and a
 AC6838.high-resolution geoid model.
 AC6838
 AC6838.GPS derived orthometric heights for airport stations designated as
 AC6838.PACS or SACS are published to 2 decimal places.  This maintains
 AC6838.centimeter relative accuracy between the PACS and SACS.  It does
 AC6838.not indicate centimeter accuracy relative to other marks which are
 AC6838.part of the NAVD 88 network.
 AC6838
 AC6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6838
 AC6838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6838
 AC6838.The ellipsoidal height was determined by GPS observations
 AC6838.and is referenced to NAD 83.
 AC6838
 AC6838.The geoid height was determined by GEOID03.
 AC6838
 AC6838;                    North         East     Units Scale Factor Converg.
 AC6838;SPC AZ C     -   126,688.601   282,890.642   MT  0.99995960   +0 23 31.6
 AC6838;SPC AZ C     -   415,645.02    928,118.90   iFT  0.99995960   +0 23 31.6
 AC6838;UTM  12      - 3,556,028.809   483,057.204   MT  0.99960354   -0 05 44.1
 AC6838
 AC6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6838!SPC AZ C     -   0.99989005  x   0.99995960  =   0.99984965
 AC6838!UTM  12      -   0.99989005  x   0.99960354  =   0.99949363
 AC6838
 AC6838                          SUPERSEDED SURVEY CONTROL
 AC6838
 AC6838  ELLIP H (01/12/01)  700.361  (m)                       GP(       ) 4 1
 AC6838  NAD 83(1992)-  32 08 25.97564(N)    111 10 46.73199(W) AD(       ) 1
 AC6838  ELLIP H (03/14/97)  700.451  (m)                       GP(       ) 3 1
 AC6838
 AC6838.Superseded values are not recommended for survey control.
 AC6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6838.See file dsdata.txt to determine how the superseded data were derived.
 AC6838
 AC6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8305756029(NAD 83)
 AC6838_MARKER: DD = SURVEY DISK
 AC6838_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC6838_STAMPING: RYN B 1979
 AC6838_MARK LOGO: NOS   
 AC6838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6838+STABILITY: SURFACE MOTION
 AC6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6838+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AC6838
 AC6838  HISTORY     - Date     Condition        Report By
 AC6838  HISTORY     - 1979     MONUMENTED       NOS
 AC6838  HISTORY     - 19910615 GOOD             NGS
 AC6838  HISTORY     - 19951218 GOOD             CHANCE
 AC6838  HISTORY     - 19970619 GOOD             NGS
 AC6838
 AC6838                          STATION DESCRIPTION
 AC6838
 AC6838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC6838'THE STATION IS LOCATED IN THE SOD AREA NORTHWEST OF THE INTERSECTION
 AC6838'OF RUNWAY END 6 WITH THE UNPAVED RUNWAY 16/34, 225.3 FT (68.7 M) WEST
 AC6838'OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE RUNWAY END, 203.2 FT (61.9
 AC6838'M) NORTHWEST OF A RAILROAD SPIKE ON THE CENTERLINE OF THE RUNWAY AND
 AC6838'THE PROLONGATION OF THE WESTERLY EDGE OF THE TAXIWAY, 180.4 FT (55.0
 AC6838'M) NORTHWEST OF THE CENTERLINE END OF RUNWAY 6, 156.4 FT (47.7 M) WEST
 AC6838'OF THE CENTERLINE OF THE UNPAVED RUNWAY 16/34 AND 124.0 FT (37.8 M)
 AC6838'NORTH-NORTHWEST OF THE NORTHERLY MOST THRESHOLD LIGHT.  THE STATION IS
 AC6838'A STANDARD NOS BRASS DISK, STAMPED RYN B 1979, SET IN THE TOP OF A 9
 AC6838'INCH BY 10 INCH CONCRETE POST THAT IS ABOUT 0.2 FT (6.1 CM) BELOW THE
 AC6838'SURFACE OF THE GROUND.
 AC6838
 AC6838                          STATION RECOVERY (1995)
 AC6838
 AC6838'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6838'THE STATION IS LOCATED APPROXIMATELY 20 KM (12.40 MI) SOUTHWEST OF THE
 AC6838'CITY OF TUCSON AT RYAN FIELD AIRPORT.  OWNERSHIP -- CITY OF TUCSON
 AC6838'AIRPORT AUTHORITY, WALTER BURG - AIRPORT MANAGER, PHONE (602) 573-8100
 AC6838'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 19 AND STATE
 AC6838'HIGHWAY 86 (EXIT 99 ON INTERSTATE 19) IN SOUTHWEST TUCSON, PROCEED
 AC6838'SOUTHWEST ON STATE HIGHWAY 86 FOR 18.2 KM (11.30 MI) TO THE AIRPORT
 AC6838'ENTRANCE ON THE RIGHT (WACO WAY) .  TURN RIGHT ON WACO WAY AND PROCEED
 AC6838'NORTHWEST TO THE ACCESS GATE.  PASS THROUGH GATE AND GO WESTERLY
 AC6838'ACROSS APRON FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH TAXIWAY 2.
 AC6838'CONTINUE NORTH-NORTHWESTERLY ALONG TAXIWAY 2 FOR 0.6 KM (0.35 MI) TO
 AC6838'THE JUNCTION WITH TAXIWAY B.  TURN LEFT AND GO SOUTHWEST ALONG TAXIWAY
 AC6838'B FOR 0.5 KM (0.30 MI) TO THE END OF THE TAXIWAY AT RUNWAY 15-33
 AC6838'(DIRT) .  TURN RIGHT AND GO NORTH-NORTHWESTERLY CROSSING THE APPROACH
 AC6838'END OF RUNWAY 6R TO THE STATION ON THE LEFT THE STATION IS A STANDARD
 AC6838'SURVEY DISK SET INTO THE TOP OF A CONCRETE POST RECESSED 5 CM BELOW
 AC6838'GROUND LEVEL.  THE STATION IS LOCATED 29.0 M (95.1 FT) NORTHWEST OF
 AC6838'THE NORTHERLY RUNWAY END IDENTIFIER LIGHT (REIL) , 40.25 M (132.05 FT)
 AC6838'NORTHWEST OF THE NORTHERNMOST THRESHOLD LIGHT, APPROXIMATELY 45 M
 AC6838'(147.6 FT) WEST OF THE CENTERLINE OF RUNWAY 15-33 (DIRT) , 46.8 M
 AC6838'(153.5 FT) SOUTHEAST OF A CONCRETE JUNCTION BOX, 70.3 M (230.6 FT)
 AC6838'EAST OF A WINDSOCK, 54.8 M (179.8 FT) NORTH-NORTHWEST OF THE
 AC6838'CENTERLINE END OF RUNWAY 6R, AND 0.9 M (3.0 FT) EAST-NORTHEAST OF A
 AC6838'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6838'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6838
 AC6838                          STATION RECOVERY (1997)
 AC6838
 AC6838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AC6838'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6836 ***********************************************************************
 AC6836  PACS        -  This is a Primary Airport Control Station.
 AC6836  DESIGNATION -  RYN C
 AC6836  PID         -  AC6836
 AC6836  STATE/COUNTY-  AZ/PIMA
 AC6836  USGS QUAD   -  BROWN MOUNTAIN (1992)
 AC6836
 AC6836                         *CURRENT SURVEY CONTROL
 AC6836  ___________________________________________________________________
 AC6836* NAD 83(2007)-  32 08 32.91904(N)    111 10 27.93193(W)     ADJUSTED  
 AC6836* NAVD 88     -       731.11   (meters)    2398.7    (feet)  GPS OBS   
 AC6836  ___________________________________________________________________
 AC6836  EPOCH DATE  -        2007.00
 AC6836  X           -  -1,952,787.577 (meters)                     COMP
 AC6836  Y           -  -5,041,259.967 (meters)                     COMP
 AC6836  Z           -   3,374,192.482 (meters)                     COMP
 AC6836  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 AC6836  ELLIP HEIGHT-         701.307 (meters)          (02/10/07) ADJUSTED
 AC6836  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AC6836
 AC6836  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6836  Type    PID    Designation                      North   East  Ellip
 AC6836  -------------------------------------------------------------------
 AC6836  NETWORK AC6836 RYN C                             0.51   0.49   1.12
 AC6836  -------------------------------------------------------------------
 AC6836
 AC6836.This mark is at Ryan Field Airport (RYN)
 AC6836
 AC6836.The horizontal coordinates were established by GPS observations
 AC6836.and adjusted by the National Geodetic Survey in February 2007.
 AC6836
 AC6836.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6836.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6836.The horizontal coordinates are valid at the epoch date displayed above.
 AC6836.The epoch date for horizontal control is a decimal equivalence
 AC6836.of Year/Month/Day.
 AC6836
 AC6836.The orthometric height was determined by GPS observations and a
 AC6836.high-resolution geoid model.
 AC6836
 AC6836.GPS derived orthometric heights for airport stations designated as
 AC6836.PACS or SACS are published to 2 decimal places.  This maintains
 AC6836.centimeter relative accuracy between the PACS and SACS.  It does
 AC6836.not indicate centimeter accuracy relative to other marks which are
 AC6836.part of the NAVD 88 network.
 AC6836
 AC6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6836
 AC6836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6836
 AC6836.The ellipsoidal height was determined by GPS observations
 AC6836.and is referenced to NAD 83.
 AC6836
 AC6836.The geoid height was determined by GEOID03.
 AC6836
 AC6836;                    North         East     Units Scale Factor Converg.
 AC6836;SPC AZ C     -   126,905.807   283,381.876   MT  0.99996045   +0 23 41.7
 AC6836;SPC AZ C     -   416,357.63    929,730.56   iFT  0.99996045   +0 23 41.7
 AC6836;UTM  12      - 3,556,241.750   483,550.093   MT  0.99960334   -0 05 34.1
 AC6836
 AC6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6836!SPC AZ C     -   0.99988990  x   0.99996045  =   0.99985035
 AC6836!UTM  12      -   0.99988990  x   0.99960334  =   0.99949328
 AC6836
 AC6836                          SUPERSEDED SURVEY CONTROL
 AC6836
 AC6836  ELLIP H (01/12/01)  701.330  (m)                       GP(       ) 4 1
 AC6836  NAD 83(1992)-  32 08 32.91776(N)    111 10 27.93086(W) AD(       ) B
 AC6836  ELLIP H (03/14/97)  701.420  (m)                       GP(       ) 3 1
 AC6836
 AC6836.Superseded values are not recommended for survey control.
 AC6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6836.See file dsdata.txt to determine how the superseded data were derived.
 AC6836
 AC6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8355056242(NAD 83)
 AC6836_MARKER: I = METAL ROD
 AC6836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6836_STAMPING: RYN C 1996
 AC6836_MARK LOGO: NGS   
 AC6836_PROJECTION: FLUSH
 AC6836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6836+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AC6836_ROD/PIPE-DEPTH: 18.2 meters
 AC6836
 AC6836  HISTORY     - Date     Condition        Report By
 AC6836  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6836  HISTORY     - 19970619 GOOD             NGS
 AC6836
 AC6836                          STATION DESCRIPTION
 AC6836
 AC6836'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6836'THE STATION IS LOCATED APPROXIMATELY 20 KM (12.40 MI) SOUTHWEST OF THE
 AC6836'CITY OF TUCSON AT RYAN FIELD AIRPORT.  OWNERSHIP -- CITY OF TUCSON
 AC6836'AIRPORT AUTHORITY, WALTER BURG - AIRPORT MANAGER, PHONE (602) 573-8100
 AC6836'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 19 AND STATE
 AC6836'HIGHWAY 86 (EXIT 99 ON INTERSTATE 19) IN SOUTHWEST TUCSON, PROCEED
 AC6836'SOUTHWEST ON STATE HIGHWAY 86 FOR 18.2 KM (11.30 MI) TO THE AIRPORT
 AC6836'ENTRANCE ON THE RIGHT (WACO WAY) .  TURN RIGHT ON WACO WAY AND PROCEED
 AC6836'NORTHWEST TO THE ACCESS GATE.  PASS THROUGH GATE AND GO WESTERLY
 AC6836'ACROSS APRON FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH TAXIWAY 2.
 AC6836'CONTINUE NORTH-NORTHWESTERLY ALONG TAXIWAY 2 FOR 0.7 KM (0.45 MI)
 AC6836'CROSSING TAXIWAY B AND RUNWAY 6R-24L TO THE STATION ON THE RIGHT
 AC6836'BETWEEN RUNWAY 6R-24L AND TAXIWAY A THE STATION IS THE TOP CENTER OF A
 AC6836'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.20 M (59.71 FT)
 AC6836'RECESSED 11 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED
 AC6836'PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS
 AC6836'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AC6836'FLUSH WITH THE GROUND. THE STATION IS LOCATED 73.50 M (241.14 FT)
 AC6836'NORTH-NORTHWEST OF A RUNWAY LIGHT, 46.70 M (153.21 FT) SOUTH-SOUTHEAST
 AC6836'OF THE SOUTHEAST EDGE OF TAXIWAY A, 34.30 M (112.53 FT) EAST-NORTHEAST
 AC6836'OF THE NORTHEAST EDGE OF TAXIWAY 2, 76.50 M (250.98 FT)
 AC6836'NORTH-NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6R-24L, AND 0.9 M (3.0
 AC6836'FT) WEST-SOUTHWEST OF A CARSONITE WITNESS POST THE STATION IS
 AC6836'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA
 AC6836'SURVEYS 1996
 AC6836
 AC6836                          STATION RECOVERY (1997)
 AC6836
 AC6836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AC6836'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0013 ***********************************************************************
 EU0013  DESIGNATION -  S
 EU0013  PID         -  EU0013
 EU0013  STATE/COUNTY-  AZ/MOHAVE
 EU0013  USGS QUAD   -  YUCCA NW (1970)
 EU0013
 EU0013                         *CURRENT SURVEY CONTROL
 EU0013  ___________________________________________________________________
 EU0013* NAD 83(1986)-  34 59 13.     (N)    114 07 57.     (W)     SCALED    
 EU0013* NAVD 88     -       695.42   (+/-2cm)    2281.6    (feet)  VERTCON   
 EU0013  ___________________________________________________________________
 EU0013  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EU0013  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0013
 EU0013.The horizontal coordinates were scaled from a topographic map and have
 EU0013.an estimated accuracy of +/- 6 seconds.
 EU0013
 EU0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0013.The vertical order pertains to the NGVD 29 superseded value.
 EU0013
 EU0013.The geoid height was determined by GEOID03.
 EU0013
 EU0013;                    North         East    Units  Estimated Accuracy
 EU0013;SPC AZ W     -   442,210.      178,440.      MT  (+/- 180 meters Scaled)
 EU0013
 EU0013                          SUPERSEDED SURVEY CONTROL
 EU0013
 EU0013  NGVD 29 (??/??/??)  694.673  (m)         2279.11   (f) ADJUSTED    1 2
 EU0013
 EU0013.Superseded values are not recommended for survey control.
 EU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0013.See file dsdata.txt to determine how the superseded data were derived.
 EU0013
 EU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617753(NAD 83)
 EU0013_MARKER: DB = BENCH MARK DISK
 EU0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0013_SP_SET: BRIDGE
 EU0013_STAMPING: ELEV 2279.106 FT
 EU0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0013
 EU0013  HISTORY     - Date     Condition        Report By
 EU0013  HISTORY     - UNK      MONUMENTED       CGS
 EU0013  HISTORY     - 1961     GOOD             NGS
 EU0013
 EU0013                          STATION DESCRIPTION
 EU0013
 EU0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0013'7.5 MI N FROM YUCCA.
 EU0013'ABOUT 7.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0013'RAILWAY FROM THE STATION AT YUCCA, ABOUT 16.0 MILES SOUTH ALONG
 EU0013'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 EU0013'KINGMAN, AT STEEL GIRDER BRIDGE, ABOUT 5 1/2 POLES NORTH OF
 EU0013'MILEAGE POLE 532 1/2, SET IN THE TOP OF THE SOUTHEAST WINGWALL,
 EU0013'12 FEET WEST OF THE CENTER OF THE WEST BOUND TRACK, AND
 EU0013'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- IN THE
 EU0013'ORIGINAL DESCRIPTION THE MARK WAS DESCRIBED AS BEING 1.2 MILES
 EU0013'SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 EU0013'STATION AT KASTER.  THE STATION WAS NOT FOUND AND HAS PROBABLY
 EU0013'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0379 ***********************************************************************
 FR0379  DESIGNATION -  S 1
 FR0379  PID         -  FR0379
 FR0379  STATE/COUNTY-  AZ/MOHAVE
 FR0379  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0379
 FR0379                         *CURRENT SURVEY CONTROL
 FR0379  ___________________________________________________________________
 FR0379* NAD 83(1986)-  35 30 07.     (N)    113 28 28.     (W)     SCALED    
 FR0379* NAVD 88     -      1405.906  (meters)    4612.54   (feet)  POSTED    
 FR0379  ___________________________________________________________________
 FR0379  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FR0379  DYNAMIC HT  -        1404.110 (meters)    4606.65  (feet)  COMP
 FR0379  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 FR0379
 FR0379  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0379
 FR0379.The horizontal coordinates were scaled from a topographic map and have
 FR0379.an estimated accuracy of +/- 6 seconds.
 FR0379
 FR0379.The orthometric height was determined by differential leveling
 FR0379.and adjusted by the  in 1992.
 FR0379.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0379.rate of 1.1 thru 2.0 mm/km.
 FR0379
 FR0379.The geoid height was determined by GEOID03.
 FR0379
 FR0379.The dynamic height is computed by dividing the NAVD 88
 FR0379.geopotential number by the normal gravity value computed on the
 FR0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0379.degrees latitude (g = 980.6199 gals.).
 FR0379
 FR0379.The modeled gravity was interpolated from observed gravity values.
 FR0379
 FR0379;                    North         East    Units  Estimated Accuracy
 FR0379;SPC AZ W     -   499,310.      238,360.      MT  (+/- 180 meters Scaled)
 FR0379
 FR0379                          SUPERSEDED SURVEY CONTROL
 FR0379
 FR0379  NGVD 29 (??/??/92) 1404.929  (m)         4609.34   (f) ADJ UNCH    1 2
 FR0379
 FR0379.Superseded values are not recommended for survey control.
 FR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0379.See file dsdata.txt to determine how the superseded data were derived.
 FR0379
 FR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE755315(NAD 83)
 FR0379_MARKER: DB = BENCH MARK DISK
 FR0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0379_SP_SET: ABUTMENT
 FR0379_STAMPING: ELEV. 4609.485 FT
 FR0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0379
 FR0379  HISTORY     - Date     Condition        Report By
 FR0379  HISTORY     - UNK      MONUMENTED       CGS
 FR0379  HISTORY     - 1935     GOOD             NGS
 FR0379
 FR0379                          STATION DESCRIPTION
 FR0379
 FR0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0379'3.3 MI SW FROM PEACH SPRINGS.
 FR0379'3.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0379'FROM THE STATION AT PEACH SPRINGS, MOHAVE COUNTY, 5-1/2 POLES
 FR0379'SOUTHWEST OF MILEPOST 469, 210 FEET SOUTHEAST OF THE NORTHEAST  END OF
 FR0379'BRIDGE A 470, 195 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 FR0379'TRACK, ON THE OLD RAILROAD GRADE, AT AN ABANDONED RED SANDSTONE BRIDGE
 FR0379'OVER A WASH, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 FR0379'ABUTMENT, 1-1/2 FEET FROM THE FACE, 2 FEET FROM THE END OF THE COPING,
 FR0379'AND 10 FEET HIGHER THAN THE BED OF THE WASH.  A STANDARD DISK, STAMPED
 FR0379'ELEV. 4609.485 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0358 ***********************************************************************
 DU0358  DESIGNATION -  S 101
 DU0358  PID         -  DU0358
 DU0358  STATE/COUNTY-  AZ/GILA
 DU0358  USGS QUAD   -  CHRYSOTILE (1966)
 DU0358
 DU0358                         *CURRENT SURVEY CONTROL
 DU0358  ___________________________________________________________________
 DU0358* NAD 83(1986)-  33 42 50.     (N)    110 30 21.     (W)     SCALED    
 DU0358* NAVD 88     -      1692.232  (meters)    5551.93   (feet)  ADJUSTED  
 DU0358  ___________________________________________________________________
 DU0358  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DU0358  DYNAMIC HT  -        1689.790 (meters)    5543.92  (feet)  COMP
 DU0358  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 DU0358
 DU0358  VERT ORDER  -  SECOND    CLASS 0
 DU0358
 DU0358.The horizontal coordinates were scaled from a topographic map and have
 DU0358.an estimated accuracy of +/- 6 seconds.
 DU0358
 DU0358.The orthometric height was determined by differential leveling
 DU0358.and adjusted in June 1991.
 DU0358
 DU0358.The geoid height was determined by GEOID03.
 DU0358
 DU0358.The dynamic height is computed by dividing the NAVD 88
 DU0358.geopotential number by the normal gravity value computed on the
 DU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0358.degrees latitude (g = 980.6199 gals.).
 DU0358
 DU0358.The modeled gravity was interpolated from observed gravity values.
 DU0358
 DU0358;                    North         East    Units  Estimated Accuracy
 DU0358;SPC AZ E     -   300,970.      181,930.      MT  (+/- 180 meters Scaled)
 DU0358
 DU0358                          SUPERSEDED SURVEY CONTROL
 DU0358
 DU0358  NGVD 29 (??/??/92) 1691.519  (m)         5549.59   (f) ADJ UNCH    2 0
 DU0358
 DU0358.Superseded values are not recommended for survey control.
 DU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0358.See file dsdata.txt to determine how the superseded data were derived.
 DU0358
 DU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC457305(NAD 83)
 DU0358_MARKER: DD = SURVEY DISK
 DU0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0358_STAMPING: S 101 1935
 DU0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0358+STABILITY: SURFACE MOTION
 DU0358
 DU0358  HISTORY     - Date     Condition        Report By
 DU0358  HISTORY     - 1935     MONUMENTED       USFS
 DU0358  HISTORY     - 1935     GOOD             NGS
 DU0358
 DU0358                          STATION DESCRIPTION
 DU0358
 DU0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0358'35.8 MI E FROM GLOBE.
 DU0358'33.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM GLOBE, GILA COUNTY,
 DU0358'THENCE ABOUT 2.3 MILES EAST ALONG THE HILLTOP ROAD, ABOUT 0.2 MILE
 DU0358'EAST OF THE SECOND CREEK CROSSING, AT THE TOP OF A HILL, AND 33 FEET
 DU0358'SOUTH OF THE CENTER LINE OF THE ROAD.  A UNITED STATES FOREST SERVICE
 DU0358'STANDARD DISK, STAMPED S 101 1935 AND SET IN THE TOP OF A CONCRETE
 DU0358'POST.  NOTE-- THIS BENCH MARK IS NOT ON THE MAIN TRAVELED ROAD, BUT IS
 DU0358'ON THE NORTH ROAD THAT FORKS ABOUT 1.5 MILES EAST OF U.S. HIGHWAY 60.
 DU0358'NOTE-- 29.6 MILES NE ALONG U.S. HWY. 60 FROM THE P.O. IN GLOBE, 1.5
 DU0358'MILES EAST ALONG THE HILLTOP ROAD, THEN 0.2 MILES NORTH ON A GRAVEL
 DU0358'ROAD, AND 0.25 MILES WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0498 ***********************************************************************
 ET0498  DESIGNATION -  S 102
 ET0498  PID         -  ET0498
 ET0498  STATE/COUNTY-  AZ/YAVAPAI
 ET0498  USGS QUAD   -  SIMMONS (1979)
 ET0498
 ET0498                         *CURRENT SURVEY CONTROL
 ET0498  ___________________________________________________________________
 ET0498* NAD 83(1986)-  34 45 44.     (N)    112 38 44.     (W)     SCALED    
 ET0498* NAVD 88     -      1428.010  (meters)    4685.06   (feet)  POSTED    
 ET0498  ___________________________________________________________________
 ET0498  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0498  DYNAMIC HT  -        1426.120 (meters)    4678.86  (feet)  COMP
 ET0498  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 ET0498
 ET0498  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0498
 ET0498.The horizontal coordinates were scaled from a topographic map and have
 ET0498.an estimated accuracy of +/- 6 seconds.
 ET0498
 ET0498.The orthometric height was determined by differential leveling
 ET0498.and adjusted in November 2005.
 ET0498.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0498.rate of 1.1 thru 2.0 mm/km.
 ET0498.WARNING-Repeat measurements at this control monument indicate possible
 ET0498.vertical movement.
 ET0498
 ET0498.The geoid height was determined by GEOID03.
 ET0498
 ET0498.The dynamic height is computed by dividing the NAVD 88
 ET0498.geopotential number by the normal gravity value computed on the
 ET0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0498.degrees latitude (g = 980.6199 gals.).
 ET0498
 ET0498.The modeled gravity was interpolated from observed gravity values.
 ET0498
 ET0498;                    North         East    Units  Estimated Accuracy
 ET0498;SPC AZ C     -   417,440.      146,640.      MT  (+/- 180 meters Scaled)
 ET0498
 ET0498                          SUPERSEDED SURVEY CONTROL
 ET0498
 ET0498  NGVD 29 (??/??/92) 1427.192  (m)         4682.38   (f) ADJ UNCH    2 0
 ET0498
 ET0498.Superseded values are not recommended for survey control.
 ET0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0498.See file dsdata.txt to determine how the superseded data were derived.
 ET0498
 ET0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD494479(NAD 83)
 ET0498_MARKER: DD = SURVEY DISK
 ET0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0498_STAMPING: S 102 1935
 ET0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0498+STABILITY: SURFACE MOTION
 ET0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0498+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0498
 ET0498  HISTORY     - Date     Condition        Report By
 ET0498  HISTORY     - 1935     MONUMENTED       USFS
 ET0498  HISTORY     - 1935     GOOD             USGS
 ET0498  HISTORY     - 20090122 GOOD             GEOCAC
 ET0498
 ET0498                          STATION DESCRIPTION
 ET0498
 ET0498'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 ET0498'3.4 MI S FROM SIMMONS.
 ET0498'ABOUT 3.4 MILES SOUTH ALONG COUNTY ROAD FROM A CONCRETE BRIDGE OVER
 ET0498'WILLIAMSON VALLEY WASH AT SIMMONS (SITE) TO A PROMINENT ROAD
 ET0498'INTERSECTION 0.2 MILE WEST OF A RAILROAD OVERPASS.  THENCE WESTERLY
 ET0498'1.8 MILES TO A CATTLEGUARD, 163 FEET EAST OF CATTLEGUARD AND 8.5 FEET
 ET0498'ABOVE ROAD, 2.6 FT SOUTH OF FENCE, 60 FEET NORTHEAST OF BRASS CAP
 ET0498'SECTION CORNER (S13, S14, S23, S24).  A STANDARD USFS DISK SET IN A
 ET0498'CONCRETE POST AND PROJECTING 0.4 FOOT ABOVE GROUND STAMPED S 102 1935.
 ET0498
 ET0498                          STATION RECOVERY (2009)
 ET0498
 ET0498'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0272 ***********************************************************************
 FR0272  DESIGNATION -  S 103
 FR0272  PID         -  FR0272
 FR0272  STATE/COUNTY-  AZ/YAVAPAI
 FR0272  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0272
 FR0272                         *CURRENT SURVEY CONTROL
 FR0272  ___________________________________________________________________
 FR0272* NAD 83(1986)-  35 04 51.     (N)    112 51 04.     (W)     SCALED    
 FR0272* NAVD 88     -      1703.698  (meters)    5589.55   (feet)  POSTED    
 FR0272  ___________________________________________________________________
 FR0272  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FR0272  DYNAMIC HT  -        1701.430 (meters)    5582.11  (feet)  COMP
 FR0272  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 FR0272
 FR0272  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0272
 FR0272.The horizontal coordinates were scaled from a topographic map and have
 FR0272.an estimated accuracy of +/- 6 seconds.
 FR0272
 FR0272.The orthometric height was determined by differential leveling
 FR0272.and adjusted in November 2005.
 FR0272.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0272.was located on a no-check spur therefore a value was not computed.
 FR0272.No vertical observational check was made to the station.
 FR0272
 FR0272.The geoid height was determined by GEOID03.
 FR0272
 FR0272.The dynamic height is computed by dividing the NAVD 88
 FR0272.geopotential number by the normal gravity value computed on the
 FR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0272.degrees latitude (g = 980.6199 gals.).
 FR0272
 FR0272.The modeled gravity was interpolated from observed gravity values.
 FR0272
 FR0272;                    North         East    Units  Estimated Accuracy
 FR0272;SPC AZ C     -   452,940.      128,150.      MT  (+/- 180 meters Scaled)
 FR0272
 FR0272                          SUPERSEDED SURVEY CONTROL
 FR0272
 FR0272  NGVD 29 (??/??/92) 1702.764  (m)         5586.48   (f) ADJ UNCH    2 0
 FR0272
 FR0272.Superseded values are not recommended for survey control.
 FR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0272.See file dsdata.txt to determine how the superseded data were derived.
 FR0272
 FR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD312835(NAD 83)
 FR0272_MARKER: DB = BENCH MARK DISK
 FR0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0272_STAMPING: S 103 1935
 FR0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0272+STABILITY: SURFACE MOTION
 FR0272
 FR0272  HISTORY     - Date     Condition        Report By
 FR0272  HISTORY     - 1935     MONUMENTED       USFS
 FR0272
 FR0272                          STATION DESCRIPTION
 FR0272
 FR0272'DESCRIBED BY US FOREST SERVICE 1935
 FR0272'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0272'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0272'YAVAPAI COUNTY, THENCE ABOUT 11.7 MILES NORTH ALONG THE ROAD LEADING
 FR0272'TO SELIGMAN, ABOUT 1.0 MILE SOUTH OF THE SUMMIT OF A HILL, ABOUT 0.1
 FR0272'MILE NORTH OF THE CROSSING OF A WASH, 54 FEET EAST OF THE CENTER LINE
 FR0272'OF THE ROAD, 28 FEET NORTH OF THE NORTH EDGE OF A CLUMP OF CEDAR
 FR0272'TREES, 3 FEET SOUTH OF A WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 FR0272'ROAD.  A UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED S 103
 FR0272'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 FR0272'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0471 ***********************************************************************
 DU0471  DESIGNATION -  S 107
 DU0471  PID         -  DU0471
 DU0471  STATE/COUNTY-  AZ/PINAL
 DU0471  USGS QUAD   -  PICKETPOST MTN (1981)
 DU0471
 DU0471                         *CURRENT SURVEY CONTROL
 DU0471  ___________________________________________________________________
 DU0471* NAD 83(1986)-  33 17 01.     (N)    111 07 50.     (W)     SCALED    
 DU0471* NAVD 88     -       799.18   (+/-2cm)    2622.0    (feet)  VERTCON   
 DU0471  ___________________________________________________________________
 DU0471  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DU0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0471
 DU0471.The horizontal coordinates were scaled from a topographic map and have
 DU0471.an estimated accuracy of +/- 6 seconds.
 DU0471
 DU0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0471.The vertical order pertains to the NGVD 29 superseded value.
 DU0471
 DU0471.The geoid height was determined by GEOID03.
 DU0471
 DU0471;                    North         East    Units  Estimated Accuracy
 DU0471;SPC AZ C     -   253,480.      286,580.      MT  (+/- 180 meters Scaled)
 DU0471
 DU0471                          SUPERSEDED SURVEY CONTROL
 DU0471
 DU0471  NGVD 29 (??/??/92)  798.534  (m)         2619.86   (f) ADJ UNCH    2 0
 DU0471
 DU0471.Superseded values are not recommended for survey control.
 DU0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0471.See file dsdata.txt to determine how the superseded data were derived.
 DU0471
 DU0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB878827(NAD 83)
 DU0471_MARKER: DB = BENCH MARK DISK
 DU0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0471_STAMPING: S 107 1935
 DU0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0471+STABILITY: SURFACE MOTION
 DU0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0471+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 DU0471
 DU0471  HISTORY     - Date     Condition        Report By
 DU0471  HISTORY     - 1935     MONUMENTED       CGS
 DU0471  HISTORY     - 20060115 GOOD             USPSQD
 DU0471  HISTORY     - 20070505 GOOD             GEOCAC
 DU0471
 DU0471                          STATION DESCRIPTION
 DU0471
 DU0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0471'2.3 MI W FROM SUPERIOR.
 DU0471'2.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL AT SUPERIOR,
 DU0471'AT THE JUNCTION OF AN OLD DIRT ROAD, 84 FEET SOUTH OF THE CENTERLINE
 DU0471'OF THE HIGHWAY, 13 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND
 DU0471'54 FEET NORTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED S 107
 DU0471'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DU0471
 DU0471                          STATION RECOVERY (2006)
 DU0471
 DU0471'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0471'RECOVERED AS DESCRIBED.
 DU0471
 DU0471                          STATION RECOVERY (2007)
 DU0471
 DU0471'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0360 ***********************************************************************
 DU0360  DESIGNATION -  S 108
 DU0360  PID         -  DU0360
 DU0360  STATE/COUNTY-  AZ/GILA
 DU0360  USGS QUAD   -  CHROME BUTTE (1966)
 DU0360
 DU0360                         *CURRENT SURVEY CONTROL
 DU0360  ___________________________________________________________________
 DU0360* NAD 83(1986)-  33 34 14.     (N)    110 37 51.     (W)     SCALED    
 DU0360* NAVD 88     -      1206.381  (meters)    3957.93   (feet)  ADJUSTED  
 DU0360  ___________________________________________________________________
 DU0360  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DU0360  DYNAMIC HT  -        1204.706 (meters)    3952.44  (feet)  COMP
 DU0360  MODELED GRAV-     979,206.5   (mgal)                       NAVD 88
 DU0360
 DU0360  VERT ORDER  -  SECOND    CLASS 0
 DU0360
 DU0360.The horizontal coordinates were scaled from a topographic map and have
 DU0360.an estimated accuracy of +/- 6 seconds.
 DU0360
 DU0360.The orthometric height was determined by differential leveling
 DU0360.and adjusted in June 1991.
 DU0360
 DU0360.The geoid height was determined by GEOID03.
 DU0360
 DU0360.The dynamic height is computed by dividing the NAVD 88
 DU0360.geopotential number by the normal gravity value computed on the
 DU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0360.degrees latitude (g = 980.6199 gals.).
 DU0360
 DU0360.The modeled gravity was interpolated from observed gravity values.
 DU0360
 DU0360;                    North         East    Units  Estimated Accuracy
 DU0360;SPC AZ E     -   285,120.      170,270.      MT  (+/- 180 meters Scaled)
 DU0360
 DU0360                          SUPERSEDED SURVEY CONTROL
 DU0360
 DU0360  NGVD 29 (??/??/92) 1205.702  (m)         3955.71   (f) ADJ UNCH    2 0
 DU0360
 DU0360.Superseded values are not recommended for survey control.
 DU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0360.See file dsdata.txt to determine how the superseded data were derived.
 DU0360
 DU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC342146(NAD 83)
 DU0360_MARKER: DB = BENCH MARK DISK
 DU0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0360_STAMPING: S 108 1935
 DU0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0360+STABILITY: SURFACE MOTION
 DU0360
 DU0360  HISTORY     - Date     Condition        Report By
 DU0360  HISTORY     - 1935     MONUMENTED       CGS
 DU0360  HISTORY     - 1966     MARK NOT FOUND   USGS
 DU0360
 DU0360                          STATION DESCRIPTION
 DU0360
 DU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0360'20.0 MI N FROM GLOBE.
 DU0360'ABOUT 20.0 MILES NORTHEAST ALONG U. S. HIGHWAY 60 FROM GLOBE, GILA
 DU0360'COUNTY, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG SEVEN MILE WASH, ABOUT
 DU0360'0.2 MILE SOUTHEAST OF A SMALL STREAM LEADING NORTHEAST, AT A CURVE OF
 DU0360'THE WASH, ABOUT 175 FEET NORTH OF A ROCKY POINT AT A SOUTHWEST BANK,
 DU0360'ABOUT 63 FEET NORTHEAST OF THE CENTER LINE OF THE WASH, AND AT THE
 DU0360'EDGE OF A STAND OF OAKS.  A STANDARD DISK, STAMPED S 108 1935 AND SET
 DU0360'IN THE TOP OF A CONCRETE POST.
 DU0360
 DU0360                          STATION RECOVERY (1966)
 DU0360
 DU0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0855 ***********************************************************************
 DA0855  DESIGNATION -  S 109
 DA0855  PID         -  DA0855
 DA0855  STATE/COUNTY-  AZ/PIMA
 DA0855  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0855
 DA0855                         *CURRENT SURVEY CONTROL
 DA0855  ___________________________________________________________________
 DA0855* NAD 83(1986)-  32 00 18.     (N)    113 01 50.     (W)     SCALED    
 DA0855* NAVD 88     -       384.44   (+/-2cm)    1261.3    (feet)  VERTCON   
 DA0855  ___________________________________________________________________
 DA0855  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0855
 DA0855.The horizontal coordinates were scaled from a topographic map and have
 DA0855.an estimated accuracy of +/- 6 seconds.
 DA0855
 DA0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0855.The vertical order pertains to the NGVD 29 superseded value.
 DA0855
 DA0855.The geoid height was determined by GEOID03.
 DA0855
 DA0855;                    North         East    Units  Estimated Accuracy
 DA0855;SPC AZ C     -   111,960.      108,120.      MT  (+/- 180 meters Scaled)
 DA0855
 DA0855                          SUPERSEDED SURVEY CONTROL
 DA0855
 DA0855  NGVD 29 (??/??/92)  383.731  (m)         1258.96   (f) ADJ UNCH    2 0
 DA0855
 DA0855.Superseded values are not recommended for survey control.
 DA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0855.See file dsdata.txt to determine how the superseded data were derived.
 DA0855
 DA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA081427(NAD 83)
 DA0855_MARKER: DB = BENCH MARK DISK
 DA0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0855_STAMPING: S 109 1935
 DA0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0855+STABILITY: SURFACE MOTION
 DA0855
 DA0855  HISTORY     - Date     Condition        Report By
 DA0855  HISTORY     - 1935     MONUMENTED       CGS
 DA0855  HISTORY     - 1952     GOOD             NGS
 DA0855
 DA0855                          STATION DESCRIPTION
 DA0855
 DA0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0855'1..85 MI NW FROM LUKEVILLE.
 DA0855'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0855'LUKEVILLE TO THE JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND
 DA0855'A Y JUNCTION, THENCE 4.85 MILES NORTH ALONG THE BATES WELL ROAD, 0.3
 DA0855'MILE NORTHWEST OF AN OLD WELL AND STOCK CORRAL, 190 FEET SOUTH OF THE
 DA0855'CENTER OF THE ROAD AND A WASH CROSSING IT, 30 1/2 FEET SOUTHWEST OF
 DA0855'THE CENTER LINE OF THE ROAD, 1.7 FEET WEST OF A WITNESS POST, IN A
 DA0855'CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT 1/2 FOOT HIGHER THAN THE
 DA0855'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0585 ***********************************************************************
 FP0585  DESIGNATION -  S 11
 FP0585  PID         -  FP0585
 FP0585  STATE/COUNTY-  AZ/APACHE
 FP0585  USGS QUAD   -  SANDERS (1971)
 FP0585
 FP0585                         *CURRENT SURVEY CONTROL
 FP0585  ___________________________________________________________________
 FP0585* NAD 83(1992)-  35 13 13.59555(N)    109 19 44.39684(W)     ADJUSTED  
 FP0585* NAVD 88     -      1793.     (meters)    5883.     (feet)  SCALED    
 FP0585  ___________________________________________________________________
 FP0585  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 FP0585  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 FP0585  HORZ ORDER  -  SECOND
 FP0585
 FP0585.The horizontal coordinates were established by classical geodetic methods
 FP0585.and adjusted by the National Geodetic Survey in August 1993.
 FP0585
 FP0585.The orthometric height was scaled from a topographic map.
 FP0585
 FP0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0585
 FP0585.The geoid height was determined by GEOID03.
 FP0585
 FP0585;                    North         East     Units Scale Factor Converg.
 FP0585;SPC AZ E     -   468,349.814   289,616.779   MT  0.99997164   +0 28 59.3
 FP0585;SPC AZ E     - 1,536,580.75    950,186.28   iFT  0.99997164   +0 28 59.3
 FP0585;UTM  12      - 3,898,769.008   652,078.806   MT  0.99988503   +0 57 50.0
 FP0585
 FP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0585!SPC AZ E     -   0.99972219  x   0.99997164  =   0.99969384
 FP0585!UTM  12      -   0.99972219  x   0.99988503  =   0.99960726
 FP0585
 FP0585|---------------------------------------------------------------------|
 FP0585| PID    Reference Object                     Distance      Geod. Az  |
 FP0585|                                                           dddmmss.s |
 FP0585| CD3955 S 11 RM 1                            18.272 METERS 09139     |
 FP0585| FP0218 CHETO                               APPROX. 2.1 KM 2332232.9 |
 FP0585| CD3956 S 11 RM 2                            16.462 METERS 26023     |
 FP0585|---------------------------------------------------------------------|
 FP0585
 FP0585                          SUPERSEDED SURVEY CONTROL
 FP0585
 FP0585  NAD 83(1986)-  35 13 13.59193(N)    109 19 44.39783(W) AD(       ) 2
 FP0585  NAD 27      -  35 13 13.50180(N)    109 19 42.04300(W) AD(       ) 2
 FP0585
 FP0585.Superseded values are not recommended for survey control.
 FP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0585.See file dsdata.txt to determine how the superseded data were derived.
 FP0585
 FP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5207998769(NAD 83)
 FP0585_MARKER: DS = TRIANGULATION STATION DISK
 FP0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0585
 FP0585  HISTORY     - Date     Condition        Report By
 FP0585  HISTORY     - 1959     MONUMENTED       CGS
 FP0585  HISTORY     - 1971     GOOD             USGS
 FP0585  HISTORY     - 1972     GOOD             NGS
 FP0585
 FP0585                          STATION DESCRIPTION
 FP0585
 FP0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FP0585'THE STATION IS ON A ROCK LEDGE ABOUT 1/2 MILE NORTH OF SANDERS
 FP0585'AND ABOUT 0.1 MILE NORTHWEST OF THE ARIZONA PORT OF ENTRY STATION.
 FP0585'
 FP0585'TO REACH THE STATION FROM THE POST OFICE IN SANDERS GO EAST
 FP0585'ON U.S. HIGHWAY 66 FOR 0.5 MILE TO THE PORT OF ENTRY, CONTINUE
 FP0585'EAST ON U.S. HIGHWAY 66 FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 FP0585'LEFT, NORTH, ON THE TRACK ROAD 0.2 MILE TO A FORK, TAKE
 FP0585'LEFT FORK NORTHWEST AND WEST UPHILL FOR 0.55 MILE TO A FORK,
 FP0585'TAKE LEFT FORK SOUTHEAST 0.25 MILE TO SOME HOGANS.  CONTINUE
 FP0585'SOUTHEAST ON THE TRACK ROAD FOR 0.45 MILE TO A DIM TRACK
 FP0585'ROAD LEFT, TURN LEFT, EAST, FOR 0.1 MILE TO THE STATION.
 FP0585'
 FP0585'THE STATION MARK, STAMPED AHD S 11 1959, IS A STANDARD DISK
 FP0585'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FP0585'6 INCHES.  IT IS 31 FEET NORTHWEST OF THE EDGE OF THE LEDGE
 FP0585'AND 7 FEET NORTH OF A CAIRN.
 FP0585'
 FP0585'REFERENCE MARK NO. 1, STAMPED AHD S11 NO 1 1959, IS A STANDARD
 FP0585'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET
 FP0585'SOUTH OF A CAIRN AND 5 FEET BELOW STATION ELEVATION.
 FP0585'
 FP0585'REFERENCE MARK NO. 2, STAMPED AHD S 11 NO 2 1950, IS A STANDARD
 FP0585'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 FP0585'
 FP0585'STATION CHETO WILL SERVE AS AN AZIMUTH MARK, SEE DESCRIPTION
 FP0585'THEREOF.
 FP0585
 FP0585                          STATION RECOVERY (1971)
 FP0585
 FP0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DJF)
 FP0585'TO REACH FROM THE POST OFFICE AT SANDERS, PROCEED NORTH ON
 FP0585'GRAVEL ROAD FOR 0.20 MILES TO T-RD CAST, TURN EAST ON PAVED
 FP0585'ROAD FOR 0.45 MILES TO TOP OF RIDGE AND VALLEY HIGH SCHOOL ON
 FP0585'LEFT, TURN RIGHT AND FOLLOW SINGLE POLE POWERLINE SOUTH ACROSS
 FP0585'COUNTY TO EDGE OF BLUFF AND STATION MARK.  STATION IS 13 FEET
 FP0585'NORTHEAST OF POWER POLE.  RM 1 WAS SEARCHED FOR AND NOT
 FP0585'FOUND.
 FP0585
 FP0585                          STATION RECOVERY (1972)
 FP0585
 FP0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FP0585'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FP0585'GOOD CONDITION.  REFERENCE MARK 1 WAS COVERED WITH BLOW SAND
 FP0585'AND WAS DUG OUT AT THIS TIME.
 FP0585'
 FP0585'TO REACH THE STATION FROM VALLEY HIGH SCHOOL IN SANDERS, GO
 FP0585'EAST ALONG THE POWER LINE TO THE SECOND POLE AND THE STATION.
 FP0585'
 FP0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SANDERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0414 ***********************************************************************
 DA0414  DESIGNATION -  S 110
 DA0414  PID         -  DA0414
 DA0414  STATE/COUNTY-  AZ/PIMA
 DA0414  USGS QUAD   -  GUNSIGHT (1990)
 DA0414
 DA0414                         *CURRENT SURVEY CONTROL
 DA0414  ___________________________________________________________________
 DA0414* NAD 83(1986)-  32 08 28.     (N)    112 44 41.     (W)     SCALED    
 DA0414* NAVD 88     -       575.20   (+/-2cm)    1887.1    (feet)  VERTCON   
 DA0414  ___________________________________________________________________
 DA0414  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DA0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0414
 DA0414.The horizontal coordinates were scaled from a topographic map and have
 DA0414.an estimated accuracy of +/- 6 seconds.
 DA0414
 DA0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0414.The vertical order pertains to the NGVD 29 superseded value.
 DA0414
 DA0414.The geoid height was determined by GEOID03.
 DA0414
 DA0414;                    North         East    Units  Estimated Accuracy
 DA0414;SPC AZ C     -   126,810.      135,240.      MT  (+/- 180 meters Scaled)
 DA0414
 DA0414                          SUPERSEDED SURVEY CONTROL
 DA0414
 DA0414  NGVD 29 (??/??/92)  574.463  (m)         1884.72   (f) ADJ UNCH    2 0
 DA0414
 DA0414.Superseded values are not recommended for survey control.
 DA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0414.See file dsdata.txt to determine how the superseded data were derived.
 DA0414
 DA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA354574(NAD 83)
 DA0414_MARKER: DB = BENCH MARK DISK
 DA0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0414_STAMPING: S 110 1935
 DA0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0414+STABILITY: SURFACE MOTION
 DA0414
 DA0414  HISTORY     - Date     Condition        Report By
 DA0414  HISTORY     - 1935     MONUMENTED       CGS
 DA0414  HISTORY     - 1952     GOOD             NGS
 DA0414
 DA0414                          STATION DESCRIPTION
 DA0414
 DA0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0414'21.45 MI SE FROM AJO.
 DA0414'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0414'FROM THE STATION AT AJO, TO HIGHWAY 86, THENCE 10.8 MILES SOUTHEAST
 DA0414'ALONG HIGHWAY 86 TO A Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE
 DA0414'SONOYTA-AJO HIGHWAY TO AN INTERSECTION, THENCE 1.35 MILES EAST ALONG A
 DA0414'TRACK ROAD, AT A POINT WHERE A SMALL WASH CROSSES THE ROAD, 54 1/2
 DA0414'FEET SOUTHWEST OF THE CENTER OF A ROAD AND WASH, 28 FEET SOUTH OF THE
 DA0414'CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF THE WITNESS POST, AND ABOUT
 DA0414'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING
 DA0414'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0135 ***********************************************************************
 ET0135  DESIGNATION -  S 111
 ET0135  PID         -  ET0135
 ET0135  STATE/COUNTY-  AZ/YAVAPAI
 ET0135  USGS QUAD   -  CHERRY (1973)
 ET0135
 ET0135                         *CURRENT SURVEY CONTROL
 ET0135  ___________________________________________________________________
 ET0135* NAD 83(1986)-  34 32 33.     (N)    112 04 49.     (W)     SCALED    
 ET0135* NAVD 88     -      1457.45   (+/-2cm)    4781.7    (feet)  VERTCON   
 ET0135  ___________________________________________________________________
 ET0135  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ET0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0135
 ET0135.The horizontal coordinates were scaled from a topographic map and have
 ET0135.an estimated accuracy of +/- 6 seconds.
 ET0135
 ET0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0135.The vertical order pertains to the NGVD 29 superseded value.
 ET0135
 ET0135.The geoid height was determined by GEOID03.
 ET0135
 ET0135;                    North         East    Units  Estimated Accuracy
 ET0135;SPC AZ C     -   392,840.      198,340.      MT  (+/- 180 meters Scaled)
 ET0135
 ET0135                          SUPERSEDED SURVEY CONTROL
 ET0135
 ET0135  NGVD 29 (??/??/92) 1456.639  (m)         4778.99   (f) ADJ UNCH    2 0
 ET0135
 ET0135.Superseded values are not recommended for survey control.
 ET0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0135.See file dsdata.txt to determine how the superseded data were derived.
 ET0135
 ET0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD008228(NAD 83)
 ET0135_MARKER: DB = BENCH MARK DISK
 ET0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0135_STAMPING: S 111 1935
 ET0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0135+STABILITY: SURFACE MOTION
 ET0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0135+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0135
 ET0135  HISTORY     - Date     Condition        Report By
 ET0135  HISTORY     - 1935     MONUMENTED       CGS
 ET0135  HISTORY     - 1952     GOOD             NGS
 ET0135  HISTORY     - 20050507 GOOD             GEOCAC
 ET0135  HISTORY     - 20080517 GOOD             GEOCAC
 ET0135  HISTORY     - 20080711 GOOD             GEOCAC
 ET0135
 ET0135                          STATION DESCRIPTION
 ET0135
 ET0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0135'5.1 MI S FROM CHERRY.
 ET0135'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ET0135'AT THE JUNCTION OF A ROAD LEADING TO JOHNSONS WASH RANGER STATION AND
 ET0135'CLOUDT RANCH, 90 FEET SOUTH OF THE SOUTH POINT OF A TRIANGLE FORMED BY
 ET0135'THE JUNCTION, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE DEWEY ROAD,
 ET0135'2.6 FEET NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 ET0135'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0135'GROUND.
 ET0135
 ET0135                          STATION RECOVERY (2005)
 ET0135
 ET0135'RECOVERY NOTE BY GEOCACHING 2005 (RHT)
 ET0135'RECOVERED FROM THE INTERSECTION OF SR 169 AND CHERRY RD (FR 372) HEAD
 ET0135'NORTH FOR 1.3 MILES AND THE STATION IS JUST PAST THE INTERSECTION OF A
 ET0135'DIRT ROAD HEADING WEST ON THE RIGHT (NORTH EAST).
 ET0135
 ET0135                          STATION RECOVERY (2008)
 ET0135
 ET0135'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0135'RECOVERED IN GOOD CONDITION.
 ET0135
 ET0135                          STATION RECOVERY (2008)
 ET0135
 ET0135'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0135'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0135'34 32 33.9 (N)   112 04 49.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0422 ***********************************************************************
 CG0422  DESIGNATION -  S 112
 CG0422  PID         -  CG0422
 CG0422  STATE/COUNTY-  AZ/PIMA
 CG0422  USGS QUAD   -  FRESNO WASH (1982)
 CG0422
 CG0422                         *CURRENT SURVEY CONTROL
 CG0422  ___________________________________________________________________
 CG0422* NAD 83(1986)-  31 49 13.     (N)    111 26 16.     (W)     SCALED    
 CG0422* NAVD 88     -       952.52   (+/-2cm)    3125.1    (feet)  VERTCON   
 CG0422  ___________________________________________________________________
 CG0422  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CG0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0422
 CG0422.The horizontal coordinates were scaled from a topographic map and have
 CG0422.an estimated accuracy of +/- 6 seconds.
 CG0422
 CG0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0422.The vertical order pertains to the NGVD 29 superseded value.
 CG0422
 CG0422.The geoid height was determined by GEOID03.
 CG0422
 CG0422;                    North         East    Units  Estimated Accuracy
 CG0422;SPC AZ C     -    91,040.      258,700.      MT  (+/- 180 meters Scaled)
 CG0422
 CG0422                          SUPERSEDED SURVEY CONTROL
 CG0422
 CG0422  NGVD 29 (??/??/92)  951.768  (m)         3122.59   (f) ADJ UNCH    2 0
 CG0422
 CG0422.Superseded values are not recommended for survey control.
 CG0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0422.See file dsdata.txt to determine how the superseded data were derived.
 CG0422
 CG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA585205(NAD 83)
 CG0422_MARKER: DB = BENCH MARK DISK
 CG0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0422_STAMPING: S 112 1935
 CG0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0422+STABILITY: SURFACE MOTION
 CG0422
 CG0422  HISTORY     - Date     Condition        Report By
 CG0422  HISTORY     - 1935     MONUMENTED       CGS
 CG0422  HISTORY     - 1951     GOOD             NGS
 CG0422  HISTORY     - 1977     GOOD             USGS
 CG0422
 CG0422                          STATION DESCRIPTION
 CG0422
 CG0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0422'20.95 MI S FROM THREE POINTS.
 CG0422'20.95 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0422'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 5.95 MILES SOUTH OF THE
 CG0422'PALO ALTO RANCH, 2.45 MILES SOUTHWEST OF THE STEEL BRIDGE OVER THE
 CG0422'ALTAR WASH, 0.25 MILES SOUTHWEST OF THE Y JUNCTION OF THE MAIN ROAD TO
 CG0422'SASABE AND A ROAD LEADING SOUTHWEST TO THE ELKHORN RANCH, 251 1/2 FEET
 CG0422'NORTH OF THE CENTER OF THE ROAD AND WASH CROSSING THE ROAD, 91 FEET
 CG0422'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF THE
 CG0422'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 CG0422'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0422
 CG0422                          STATION RECOVERY (1977)
 CG0422
 CG0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0422'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0422'286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0436 ***********************************************************************
 CG0436  DESIGNATION -  S 113
 CG0436  PID         -  CG0436
 CG0436  STATE/COUNTY-  AZ/PIMA
 CG0436  USGS QUAD   -  LAS GUIJAS (1983)
 CG0436
 CG0436                         *CURRENT SURVEY CONTROL
 CG0436  ___________________________________________________________________
 CG0436* NAD 83(1986)-  31 40 49.     (N)    111 29 11.     (W)     SCALED    
 CG0436* NAVD 88     -      1049.21   (+/-2cm)    3442.3    (feet)  VERTCON   
 CG0436  ___________________________________________________________________
 CG0436  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CG0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0436
 CG0436.The horizontal coordinates were scaled from a topographic map and have
 CG0436.an estimated accuracy of +/- 6 seconds.
 CG0436
 CG0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0436.The vertical order pertains to the NGVD 29 superseded value.
 CG0436
 CG0436.The geoid height was determined by GEOID03.
 CG0436
 CG0436;                    North         East    Units  Estimated Accuracy
 CG0436;SPC AZ C     -    75,500.      254,160.      MT  (+/- 180 meters Scaled)
 CG0436
 CG0436                          SUPERSEDED SURVEY CONTROL
 CG0436
 CG0436  NGVD 29 (??/??/92) 1048.434  (m)         3439.74   (f) ADJ UNCH    2 0
 CG0436
 CG0436.Superseded values are not recommended for survey control.
 CG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0436.See file dsdata.txt to determine how the superseded data were derived.
 CG0436
 CG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA538051(NAD 83)
 CG0436_MARKER: DB = BENCH MARK DISK
 CG0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0436_STAMPING: S 113 1935
 CG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0436+STABILITY: SURFACE MOTION
 CG0436
 CG0436  HISTORY     - Date     Condition        Report By
 CG0436  HISTORY     - 1935     MONUMENTED       CGS
 CG0436  HISTORY     - 1951     GOOD             NGS
 CG0436  HISTORY     - 1975     MARK NOT FOUND   USGS
 CG0436
 CG0436                          STATION DESCRIPTION
 CG0436
 CG0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0436'14.4 MI N FROM SASABE.
 CG0436'14.4 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0436'HOUSE AT SASABE, 0.3 MILE NORTH OF A T JUNCTION OF THE MAIN ROAD AND A
 CG0436'ROAD LEADING WEST TO THE SANTA MARQARITA RANCH, 175 1/2 FEET SOUTH OF
 CG0436'THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 31 1/2 FEET WEST
 CG0436'OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF THE WITNESS POST,
 CG0436'AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0436'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0436
 CG0436                          STATION RECOVERY (1975)
 CG0436
 CG0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0398 ***********************************************************************
 ER0398  DESIGNATION -  S 114
 ER0398  PID         -  ER0398
 ER0398  STATE/COUNTY-  AZ/APACHE
 ER0398  USGS QUAD   -  GREENS PEAK (1969)
 ER0398
 ER0398                         *CURRENT SURVEY CONTROL
 ER0398  ___________________________________________________________________
 ER0398* NAD 83(1986)-  34 00 38.     (N)    109 30 30.     (W)     SCALED    
 ER0398* NAVD 88     -      2796.857  (meters)    9176.02   (feet)  ADJUSTED  
 ER0398  ___________________________________________________________________
 ER0398  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 ER0398  DYNAMIC HT  -        2792.202 (meters)    9160.75  (feet)  COMP
 ER0398  MODELED GRAV-     978,869.4   (mgal)                       NAVD 88
 ER0398
 ER0398  VERT ORDER  -  SECOND    CLASS 0
 ER0398
 ER0398.The horizontal coordinates were scaled from a topographic map and have
 ER0398.an estimated accuracy of +/- 6 seconds.
 ER0398
 ER0398.The orthometric height was determined by differential leveling
 ER0398.and adjusted in June 1991.
 ER0398
 ER0398.The geoid height was determined by GEOID03.
 ER0398
 ER0398.The dynamic height is computed by dividing the NAVD 88
 ER0398.geopotential number by the normal gravity value computed on the
 ER0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0398.degrees latitude (g = 980.6199 gals.).
 ER0398
 ER0398.The modeled gravity was interpolated from observed gravity values.
 ER0398
 ER0398;                    North         East    Units  Estimated Accuracy
 ER0398;SPC AZ E     -   334,020.      274,170.      MT  (+/- 180 meters Scaled)
 ER0398
 ER0398                          SUPERSEDED SURVEY CONTROL
 ER0398
 ER0398  NGVD 29 (??/??/92) 2795.643  (m)         9172.04   (f) ADJ UNCH    2 0
 ER0398
 ER0398.Superseded values are not recommended for survey control.
 ER0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0398.See file dsdata.txt to determine how the superseded data were derived.
 ER0398
 ER0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC377643(NAD 83)
 ER0398_MARKER: DB = BENCH MARK DISK
 ER0398_SETTING: 80 = SET IN A BOULDER
 ER0398_SP_SET: BOULDER
 ER0398_STAMPING: S 114 1935
 ER0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0398+STABILITY: SURFACE MOTION
 ER0398
 ER0398  HISTORY     - Date     Condition        Report By
 ER0398  HISTORY     - 1935     MONUMENTED       CGS
 ER0398  HISTORY     - 1970     GOOD             USGS
 ER0398
 ER0398                          STATION DESCRIPTION
 ER0398
 ER0398'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0398'14.5 MI W FROM HAGAR.
 ER0398'14.5 MILES WEST ALONG STATE HWY. NO. 73 FROM THE JUNCTION OF STATE
 ER0398'HWY. NO. 73 AND U.S. HWY. 180B IN HAGAR, ARIZONA TO THE JUNCTION OF
 ER0398'TWO DIRT ROADS IN A VERY LARGE MOUNTAIN MEADOW. ONE ROAD LEADS SOUTH
 ER0398'AND THE OTHER NORTH. GO SOUTH ON DIRT ROAD FOR 0.4 MILES WHERE THE
 ER0398'ROAD AND RAIL ROAD TRACKS COME TO WITHIN 100 FT. OF EACH OTHER. BM IS
 ER0398'200 FT. EAST OF ROAD. 210 FT. NORTH OF THE ROAD. 320 FT. NORTHWEST OF
 ER0398'SEC. COR. 8,9,16,17 T-27E. R-7N.  25 FT. EAST OF A LARGE GROUP OF
 ER0398'BOULDERS, AND IN THE TOP OF A BOULDER.  A STANDARD DISK STAMPED S 114
 ER0398'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0454 ***********************************************************************
 CG0454  DESIGNATION -  S 115
 CG0454  PID         -  CG0454
 CG0454  STATE/COUNTY-  AZ/PIMA
 CG0454  USGS QUAD   -  PENITAS HILLS (1979)
 CG0454
 CG0454                         *CURRENT SURVEY CONTROL
 CG0454  ___________________________________________________________________
 CG0454* NAD 83(1986)-  31 49 03.     (N)    111 15 56.     (W)     SCALED    
 CG0454* NAVD 88     -      1137.83   (+/-2cm)    3733.0    (feet)  VERTCON   
 CG0454  ___________________________________________________________________
 CG0454  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CG0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0454
 CG0454.The horizontal coordinates were scaled from a topographic map and have
 CG0454.an estimated accuracy of +/- 6 seconds.
 CG0454
 CG0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0454.The vertical order pertains to the NGVD 29 superseded value.
 CG0454
 CG0454.The geoid height was determined by GEOID03.
 CG0454
 CG0454;                    North         East    Units  Estimated Accuracy
 CG0454;SPC AZ C     -    90,820.      275,000.      MT  (+/- 180 meters Scaled)
 CG0454
 CG0454                          SUPERSEDED SURVEY CONTROL
 CG0454
 CG0454  NGVD 29 (??/??/92) 1137.033  (m)         3730.42   (f) ADJ UNCH    2 0
 CG0454
 CG0454.Superseded values are not recommended for survey control.
 CG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0454.See file dsdata.txt to determine how the superseded data were derived.
 CG0454
 CG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA748202(NAD 83)
 CG0454_MARKER: DB = BENCH MARK DISK
 CG0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0454_STAMPING: S 115 1935
 CG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0454+STABILITY: SURFACE MOTION
 CG0454
 CG0454  HISTORY     - Date     Condition        Report By
 CG0454  HISTORY     - 1935     MONUMENTED       CGS
 CG0454  HISTORY     - 1951     GOOD             NGS
 CG0454  HISTORY     - 1977     GOOD             USGS
 CG0454
 CG0454                          STATION DESCRIPTION
 CG0454
 CG0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0454'27.1 MI SE FROM THREE POINTS.
 CG0454'0.2 MILES EAST ALONG STATE HIGHWAY 86 FROM THE TREE POINTS GRADE
 CG0454'SCHOOL AT THREE POINTS, THENCE 17.2 MILES SOUTH ALONG THE SASABE ROAD,
 CG0454'THENCE 9.4 MILES EAST ALONG A TRACK ROAD TO AN INTERSECTION OF A TRACK
 CG0454'ROAD LEADING NORTH AND SOUTH, THENCE 0.3 MILE NORTH ALONG A SAND AND
 CG0454'DIRT ROAD LEADING NORTH TO SAN JUAN RANCH, 210 FEET SOUTHWEST OF THE
 CG0454'CENTER OF A WASH ACROSS THE ROAD, 55 1/2 FEET WEST OF THE CENTER LINE
 CG0454'OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 CG0454'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CG0454'THE GROUND.
 CG0454
 CG0454                          STATION RECOVERY (1977)
 CG0454
 CG0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0454'CHANGE SASABE RD. TO READ STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0542 ***********************************************************************
 FS0542  DESIGNATION -  S 116
 FS0542  PID         -  FS0542
 FS0542  STATE/COUNTY-  AZ/MOHAVE
 FS0542  USGS QUAD   -  CHLORIDE (1968)
 FS0542
 FS0542                         *CURRENT SURVEY CONTROL
 FS0542  ___________________________________________________________________
 FS0542* NAD 83(1986)-  35 24 54.     (N)    114 13 36.     (W)     SCALED    
 FS0542* NAVD 88     -      1181.294  (meters)    3875.63   (feet)  ADJUSTED  
 FS0542  ___________________________________________________________________
 FS0542  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0542  DYNAMIC HT  -        1179.894 (meters)    3871.04  (feet)  COMP
 FS0542  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 FS0542
 FS0542  VERT ORDER  -  FIRST     CLASS II
 FS0542
 FS0542.The horizontal coordinates were scaled from a topographic map and have
 FS0542.an estimated accuracy of +/- 6 seconds.
 FS0542
 FS0542.The orthometric height was determined by differential leveling
 FS0542.and adjusted in June 1991.
 FS0542
 FS0542.The geoid height was determined by GEOID03.
 FS0542
 FS0542.The dynamic height is computed by dividing the NAVD 88
 FS0542.geopotential number by the normal gravity value computed on the
 FS0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0542.degrees latitude (g = 980.6199 gals.).
 FS0542
 FS0542.The modeled gravity was interpolated from observed gravity values.
 FS0542
 FS0542;                    North         East    Units  Estimated Accuracy
 FS0542;SPC AZ W     -   489,730.      170,070.      MT  (+/- 180 meters Scaled)
 FS0542
 FS0542                          SUPERSEDED SURVEY CONTROL
 FS0542
 FS0542  NGVD 29 (??/??/92) 1180.461  (m)         3872.90   (f) ADJ UNCH    1 2
 FS0542
 FS0542.Superseded values are not recommended for survey control.
 FS0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0542.See file dsdata.txt to determine how the superseded data were derived.
 FS0542
 FS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV518226(NAD 83)
 FS0542_MARKER: DB = BENCH MARK DISK
 FS0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0542_STAMPING: S 116 1935
 FS0542_MARK LOGO: CGS   
 FS0542_PROJECTION: PROJECTING 18 CENTIMETERS
 FS0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0542+STABILITY: SURFACE MOTION
 FS0542
 FS0542  HISTORY     - Date     Condition        Report By
 FS0542  HISTORY     - 1935     MONUMENTED       CGS
 FS0542  HISTORY     - 1940     GOOD             NGS
 FS0542  HISTORY     - 1982     GOOD             NGS
 FS0542  HISTORY     - 1982     GOOD             NGS
 FS0542
 FS0542                          STATION DESCRIPTION
 FS0542
 FS0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0542'1.7 MI NW FROM CHLORIDE.
 FS0542'1.7 MILES NORTHWEST ALONG AN OLD ROAD FROM CHLORIDE, ABOUT
 FS0542'500 FEET NORTH OF A LARGE MINE SHAFT, AT THE MIDDLE OF A RISE
 FS0542'BETWEEN TWO WASHES ABOUT 300 FEET APART, 40 FEET SOUTH OF THE
 FS0542'CENTERLINE OF THE OLD ROAD, AND 2.4 FEET SOUTH OF A WHITE
 FS0542'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 116 1935 AND
 FS0542'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 FS0542'GROUND.
 FS0542
 FS0542                          STATION RECOVERY (1982)
 FS0542
 FS0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0542'2.7 KM (1.7 MI) NORTHWEST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0542'IN CHLORIDE, AT THE MIDDLE OF A RISE BETWEEN TWO WASHES ABOUT 300 FEET
 FS0542'APART, 152.4 METERS (500 FT) NORTH OF A LARGE MINE SHAFT, 12.2 METERS
 FS0542'(40 FT) SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0542'THE MARK IS 0.73 METERS  S FROM A WITNESS POST.
 FS0542
 FS0542                          STATION RECOVERY (1982)
 FS0542
 FS0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0604 ***********************************************************************
 CG0604  DESIGNATION -  S 117
 CG0604  PID         -  CG0604
 CG0604  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0604  USGS QUAD   -  BARTLETT MTN (1982)
 CG0604
 CG0604                         *CURRENT SURVEY CONTROL
 CG0604  ___________________________________________________________________
 CG0604* NAD 83(1986)-  31 28 05.     (N)    111 15 49.     (W)     SCALED    
 CG0604* NAVD 88     -      1305.43   (+/-2cm)    4282.9    (feet)  VERTCON   
 CG0604  ___________________________________________________________________
 CG0604  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CG0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0604
 CG0604.The horizontal coordinates were scaled from a topographic map and have
 CG0604.an estimated accuracy of +/- 6 seconds.
 CG0604
 CG0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0604.The vertical order pertains to the NGVD 29 superseded value.
 CG0604
 CG0604.The geoid height was determined by GEOID03.
 CG0604
 CG0604;                    North         East    Units  Estimated Accuracy
 CG0604;SPC AZ C     -    52,070.      275,420.      MT  (+/- 180 meters Scaled)
 CG0604
 CG0604                          SUPERSEDED SURVEY CONTROL
 CG0604
 CG0604  NGVD 29 (??/??/92) 1304.561  (m)         4280.05   (f) ADJ UNCH    2 0
 CG0604
 CG0604.Superseded values are not recommended for survey control.
 CG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0604.See file dsdata.txt to determine how the superseded data were derived.
 CG0604
 CG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV749815(NAD 83)
 CG0604_MARKER: DB = BENCH MARK DISK
 CG0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0604_STAMPING: S 117 1935
 CG0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0604+STABILITY: SURFACE MOTION
 CG0604
 CG0604  HISTORY     - Date     Condition        Report By
 CG0604  HISTORY     - 1935     MONUMENTED       CGS
 CG0604  HISTORY     - 1977     GOOD             USGS
 CG0604
 CG0604                          STATION DESCRIPTION
 CG0604
 CG0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0604'1.8 MI NW FROM RUBY.
 CG0604'1.8 MILES NORTHWEST ALONG THE ARIVACA ROAD FROM RUBY, SANTA CRUZ
 CG0604'COUNTY, 0.3 MILE SOUTHEAST OF AN ABANDONED MINE AND A GROUP OF WOODEN
 CG0604'BUILDINGS, 41 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN LINE
 CG0604'WITH A CATTLE GUARD, AND 2 FEET NORTHWEST OF THE FENCE LINE.  A
 CG0604'STANDARD DISK, STAMPED S 117 1935 AND SET IN THE TOP OF A CONCRETE
 CG0604'POST.
 CG0604
 CG0604                          STATION RECOVERY (1977)
 CG0604
 CG0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0604'DELETE ARIVACA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0393 ***********************************************************************
 FS0393  DESIGNATION -  S 119
 FS0393  PID         -  FS0393
 FS0393  STATE/COUNTY-  AZ/MOHAVE
 FS0393  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0393
 FS0393                         *CURRENT SURVEY CONTROL
 FS0393  ___________________________________________________________________
 FS0393* NAD 83(1986)-  35 55 45.     (N)    114 29 28.     (W)     SCALED    
 FS0393* NAVD 88     -       521.135  (meters)    1709.76   (feet)  POSTED    
 FS0393  ___________________________________________________________________
 FS0393  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FS0393  DYNAMIC HT  -         520.610 (meters)    1708.03  (feet)  COMP
 FS0393  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 FS0393
 FS0393  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0393
 FS0393.The horizontal coordinates were scaled from a topographic map and have
 FS0393.an estimated accuracy of +/- 6 seconds.
 FS0393
 FS0393.The orthometric height was determined by differential leveling
 FS0393.and adjusted by the  in 1992.
 FS0393.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0393.rate of 0.0 thru 1.0 mm/km.
 FS0393
 FS0393.The geoid height was determined by GEOID03.
 FS0393
 FS0393.The dynamic height is computed by dividing the NAVD 88
 FS0393.geopotential number by the normal gravity value computed on the
 FS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0393.degrees latitude (g = 980.6199 gals.).
 FS0393
 FS0393.The modeled gravity was interpolated from observed gravity values.
 FS0393
 FS0393;                    North         East    Units  Estimated Accuracy
 FS0393;SPC AZ W     -   546,930.      146,480.      MT  (+/- 180 meters Scaled)
 FS0393
 FS0393                          SUPERSEDED SURVEY CONTROL
 FS0393
 FS0393  NGVD 29 (??/??/92)  520.412  (m)         1707.38   (f) ADJ UNCH    1 1
 FS0393
 FS0393.Superseded values are not recommended for survey control.
 FS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0393.See file dsdata.txt to determine how the superseded data were derived.
 FS0393
 FS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV263790(NAD 83)
 FS0393_MARKER: DB = BENCH MARK DISK
 FS0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0393_STAMPING: S 119 1935
 FS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0393+STABILITY: SURFACE MOTION
 FS0393
 FS0393  HISTORY     - Date     Condition        Report By
 FS0393  HISTORY     - 1935     MONUMENTED       CGS
 FS0393  HISTORY     - 1950     GOOD             NGS
 FS0393  HISTORY     - 1963     GOOD             NGS
 FS0393
 FS0393                          STATION DESCRIPTION
 FS0393
 FS0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0393'10.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0393'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0393'MEAD, THENCE 3.8 MILES SOUTH ALONG AN OLD ABANDONED ROAD, ABOUT
 FS0393'62 YARDS SOUTH OF THE INTERSECTION OF AN EAST-WEST CROSS-ROAD,
 FS0393'AT THE Y JUNCTION OF A DETOUR ROAD, 97 FEET SOUTHEAST OF THE
 FS0393'APPROXIMATE CENTER OF THE JUNCTION, 42 FEET EAST OF THE CENTER
 FS0393'LINE OF THE ROAD, 7 FEET EAST OF THE CENTER LINE OF THE DETOUR
 FS0393'ROAD, 2.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FS0393'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 FS0393'FOOT ABOVE GROUND.
 FS0393
 FS0393                          STATION RECOVERY (1963)
 FS0393
 FS0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1084 ***********************************************************************
 DV1084  DESIGNATION -  S 12
 DV1084  PID         -  DV1084
 DV1084  STATE/COUNTY-  AZ/LA PAZ
 DV1084  USGS QUAD   -  SALOME (1990)
 DV1084
 DV1084                         *CURRENT SURVEY CONTROL
 DV1084  ___________________________________________________________________
 DV1084* NAD 83(1986)-  33 45 45.     (N)    113 34 26.     (W)     SCALED    
 DV1084* NAVD 88     -       541.479  (meters)    1776.50   (feet)  ADJUSTED  
 DV1084  ___________________________________________________________________
 DV1084  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DV1084  DYNAMIC HT  -         540.844 (meters)    1774.42  (feet)  COMP
 DV1084  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 DV1084
 DV1084  VERT ORDER  -  FIRST     CLASS II
 DV1084
 DV1084.The horizontal coordinates were scaled from a topographic map and have
 DV1084.an estimated accuracy of +/- 6 seconds.
 DV1084
 DV1084.The orthometric height was determined by differential leveling
 DV1084.and adjusted in June 1991.
 DV1084
 DV1084.The geoid height was determined by GEOID03.
 DV1084
 DV1084.The dynamic height is computed by dividing the NAVD 88
 DV1084.geopotential number by the normal gravity value computed on the
 DV1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1084.degrees latitude (g = 980.6199 gals.).
 DV1084
 DV1084.The modeled gravity was interpolated from observed gravity values.
 DV1084
 DV1084;                    North         East    Units  Estimated Accuracy
 DV1084;SPC AZ W     -   306,340.      229,670.      MT  (+/- 180 meters Scaled)
 DV1084
 DV1084                          SUPERSEDED SURVEY CONTROL
 DV1084
 DV1084  NGVD 29 (??/??/92)  540.772  (m)         1774.18   (f) ADJ UNCH    1 2
 DV1084
 DV1084.Superseded values are not recommended for survey control.
 DV1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1084.See file dsdata.txt to determine how the superseded data were derived.
 DV1084
 DV1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC616388(NAD 83)
 DV1084_MARKER: DB = BENCH MARK DISK
 DV1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1084_STAMPING: 1774.183 S 12 1927
 DV1084_MARK LOGO: CGS   
 DV1084_PROJECTION: PROJECTING 10 CENTIMETERS
 DV1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1084+STABILITY: SURFACE MOTION
 DV1084
 DV1084  HISTORY     - Date     Condition        Report By
 DV1084  HISTORY     - 1927     MONUMENTED       CGS
 DV1084  HISTORY     - 1934     GOOD             NGS
 DV1084  HISTORY     - 1981     GOOD             NGS
 DV1084
 DV1084                          STATION DESCRIPTION
 DV1084
 DV1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1084'2.7 MI SE FROM SALOME.
 DV1084'2.7 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD FROM THE JUNCTION OF
 DV1084'U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, AT THE SOUTH BASE OF A SMALL
 DV1084'HILL, AT THE JUNCTION OF A ROAD LEADING TO WENDEN, 50 FEET NORTHEAST
 DV1084'OF THE CENTERLINE OF THE HASSAYAMPA ROAD, 17 FEET SOUTHWEST OF THE
 DV1084'CENTERLINE OF THE WENDEN ROAD, AND 14 FEET NORTHWEST OF A ROAD SIGN. A
 DV1084'STANDARD DISK, STAMPED 1774.183 S 12 1927 AND SET IN THE TOP OF A
 DV1084'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 DV1084
 DV1084                          STATION RECOVERY (1981)
 DV1084
 DV1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1084'4.5 KM (2.8 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1084'HIGHWAY 60 AT SALOME, 54.3 METERS (178 FT) SOUTHEAST OF THE CENTER
 DV1084'OF THE JUNCTION OF THE SOUTHEAST FORK OF A GRADED DIRT ROAD LEADING
 DV1084'NORTHEAST, 101.5 METERS (330 FT) WEST-NORTHWEST OF THE WEST CORNER
 DV1084'OF BELL TELEPHONE SUB-STATION BUILDING 8.5, 13.7 METERS (45 FT)
 DV1084'NORTHEAST OF THE CENTERLINE OF THE ROAD, 24.7 METERS (81 FT)
 DV1084'NORTH-NORTHWEST OF A POWER LINE POLE, 5.4 METERS (17.5 FT) WEST OF
 DV1084'THE CENTERLINE OF A TRACK ROAD LEADING NORTH.
 DV1084'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DV1084'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0425 ***********************************************************************
 GR0425  DESIGNATION -  S 120
 GR0425  PID         -  GR0425
 GR0425  STATE/COUNTY-  AZ/MOHAVE
 GR0425  USGS QUAD   -  BONELLI BAY (1983)
 GR0425
 GR0425                         *CURRENT SURVEY CONTROL
 GR0425  ___________________________________________________________________
 GR0425* NAD 83(1986)-  36 01 50.     (N)    114 27 54.     (W)     SCALED    
 GR0425* NAVD 88     -       387.424  (meters)    1271.07   (feet)  POSTED    
 GR0425  ___________________________________________________________________
 GR0425  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0425  DYNAMIC HT  -         387.040 (meters)    1269.81  (feet)  COMP
 GR0425  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 GR0425
 GR0425  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0425
 GR0425.The horizontal coordinates were scaled from a topographic map and have
 GR0425.an estimated accuracy of +/- 6 seconds.
 GR0425
 GR0425.The orthometric height was determined by differential leveling
 GR0425.and adjusted by the  in 1992.
 GR0425.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0425.rate of 0.0 thru 1.0 mm/km.
 GR0425
 GR0425.The geoid height was determined by GEOID03.
 GR0425
 GR0425.The dynamic height is computed by dividing the NAVD 88
 GR0425.geopotential number by the normal gravity value computed on the
 GR0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0425.degrees latitude (g = 980.6199 gals.).
 GR0425
 GR0425.The modeled gravity was interpolated from observed gravity values.
 GR0425
 GR0425;                    North         East    Units  Estimated Accuracy
 GR0425;SPC AZ W     -   558,160.      148,920.      MT  (+/- 180 meters Scaled)
 GR0425
 GR0425                          SUPERSEDED SURVEY CONTROL
 GR0425
 GR0425  NGVD 29 (??/??/92)  386.704  (m)         1268.71   (f) ADJ UNCH    1 1
 GR0425
 GR0425.Superseded values are not recommended for survey control.
 GR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0425.See file dsdata.txt to determine how the superseded data were derived.
 GR0425
 GR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV284903(NAD 83)
 GR0425_MARKER: DB = BENCH MARK DISK
 GR0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0425_STAMPING: S 120 1935
 GR0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0425+STABILITY: SURFACE MOTION
 GR0425
 GR0425  HISTORY     - Date     Condition        Report By
 GR0425  HISTORY     - 1935     MONUMENTED       CGS
 GR0425  HISTORY     - 1950     GOOD             NGS
 GR0425  HISTORY     - 1963     GOOD             NGS
 GR0425
 GR0425                          STATION DESCRIPTION
 GR0425
 GR0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0425'1.7 MI S FROM MOUTH OF DETRITAL WASH.
 GR0425'1.7 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0425'0.3 MILE EAST OF THE FOOTHILLS, 127 FEET WEST OF THE WEST BANK OF THE
 GR0425'WASH, AT THE EDGE OF THE HIGH WATER MARK, 2.6 FEET SOUTH OF A WITNESS
 GR0425'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 GR0425'THE GROUND.
 GR0425
 GR0425                          STATION RECOVERY (1963)
 GR0425
 GR0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0936 ***********************************************************************
 FS0936  DESIGNATION -  S 121 RESET
 FS0936  PID         -  FS0936
 FS0936  STATE/COUNTY-  AZ/MOHAVE
 FS0936  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS0936
 FS0936                         *CURRENT SURVEY CONTROL
 FS0936  ___________________________________________________________________
 FS0936* NAD 83(1986)-  35 37 50.     (N)    114 25 39.     (W)     SCALED    
 FS0936* NAVD 88     -       801.664  (meters)    2630.13   (feet)  ADJUSTED  
 FS0936  ___________________________________________________________________
 FS0936  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0936  DYNAMIC HT  -         800.780 (meters)    2627.23  (feet)  COMP
 FS0936  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 FS0936
 FS0936  VERT ORDER  -  FIRST     CLASS II
 FS0936
 FS0936.The horizontal coordinates were scaled from a topographic map and have
 FS0936.an estimated accuracy of +/- 6 seconds.
 FS0936
 FS0936.The orthometric height was determined by differential leveling
 FS0936.and adjusted in June 1991.
 FS0936
 FS0936.The geoid height was determined by GEOID03.
 FS0936
 FS0936.The dynamic height is computed by dividing the NAVD 88
 FS0936.geopotential number by the normal gravity value computed on the
 FS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0936.degrees latitude (g = 980.6199 gals.).
 FS0936
 FS0936.The modeled gravity was interpolated from observed gravity values.
 FS0936
 FS0936;                    North         East    Units  Estimated Accuracy
 FS0936;SPC AZ W     -   513,750.      151,990.      MT  (+/- 180 meters Scaled)
 FS0936
 FS0936                          SUPERSEDED SURVEY CONTROL
 FS0936
 FS0936.No superseded survey control is available for this station.
 FS0936
 FS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV329460(NAD 83)
 FS0936_MARKER: DB = BENCH MARK DISK
 FS0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0936_SP_SET: CONCRETE POST
 FS0936_STAMPING: S 121 RESET 1981
 FS0936_MARK LOGO: NGS   
 FS0936_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0936+STABILITY: SURFACE MOTION
 FS0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0936+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0936
 FS0936  HISTORY     - Date     Condition        Report By
 FS0936  HISTORY     - 1981     MONUMENTED       AZDT
 FS0936  HISTORY     - 1982     GOOD             NGS
 FS0936  HISTORY     - 20050717 GOOD             USPSQD
 FS0936
 FS0936                          STATION DESCRIPTION
 FS0936
 FS0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0936'30.4 KM (18.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0936'30.4 KM (18.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0936'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION , AT MILEPOST 34, 30 METERS
 FS0936'(98.5 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 0.6 METER (2
 FS0936'FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FS0936'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FS0936'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0936
 FS0936                          STATION RECOVERY (2005)
 FS0936
 FS0936'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0936'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0703 ***********************************************************************
 CG0703  DESIGNATION -  S 122
 CG0703  PID         -  CG0703
 CG0703  STATE/COUNTY-  AZ/PIMA
 CG0703  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0703
 CG0703                         *CURRENT SURVEY CONTROL
 CG0703  ___________________________________________________________________
 CG0703* NAD 83(1986)-  31 31 58.     (N)    111 40 58.     (W)     SCALED    
 CG0703* NAVD 88     -       883.55   (+/-2cm)    2898.8    (feet)  VERTCON   
 CG0703  ___________________________________________________________________
 CG0703  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 CG0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0703
 CG0703.The horizontal coordinates were scaled from a topographic map and have
 CG0703.an estimated accuracy of +/- 6 seconds.
 CG0703
 CG0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0703.The vertical order pertains to the NGVD 29 superseded value.
 CG0703
 CG0703.The geoid height was determined by GEOID03.
 CG0703
 CG0703;                    North         East    Units  Estimated Accuracy
 CG0703;SPC AZ C     -    59,090.      235,570.      MT  (+/- 180 meters Scaled)
 CG0703
 CG0703                          SUPERSEDED SURVEY CONTROL
 CG0703
 CG0703  NGVD 29 (??/??/92)  882.786  (m)         2896.27   (f) ADJ UNCH    2 0
 CG0703
 CG0703.Superseded values are not recommended for survey control.
 CG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0703.See file dsdata.txt to determine how the superseded data were derived.
 CG0703
 CG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV351888(NAD 83)
 CG0703_MARKER: DB = BENCH MARK DISK
 CG0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0703_STAMPING: S 122 1935
 CG0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0703+STABILITY: SURFACE MOTION
 CG0703
 CG0703  HISTORY     - Date     Condition        Report By
 CG0703  HISTORY     - 1935     MONUMENTED       CGS
 CG0703  HISTORY     - 1952     GOOD             NGS
 CG0703  HISTORY     - 1977     GOOD             USGS
 CG0703
 CG0703                          STATION DESCRIPTION
 CG0703
 CG0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0703'11.9 MI SE FROM SAN MIGUEL.
 CG0703'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0703'MIGUEL, THENCE 7.6 MILES SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, 409
 CG0703'FEET NORTH OF THE CENTER OF A GATE AND A ROAD, 59 1/2 FEET SOUTHWEST
 CG0703'OF THE CENTER LINE OF THE BABOQUIVARI FOOT HILLS ROAD, 2.1 FEET NORTH
 CG0703'OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 CG0703'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CG0703
 CG0703                          STATION RECOVERY (1977)
 CG0703
 CG0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0703'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0703'THENCE 7.6 MI S. ALONG DIRT AND MAIN RD. ABOUT 350 FT NW. OF
 CG0703'CENTERLINE OF RD. JUNCTION, ABOUT 1.5 FT HIGHER THAN RD. SET IN
 CG0703'CONCRETE POST PROJECTING 0.7 FT ABOVE GROUND. STANDARD DISK STAMPED
 CG0703'S-122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0148 ***********************************************************************
 DU0148  DESIGNATION -  S 123
 DU0148  PID         -  DU0148
 DU0148  STATE/COUNTY-  AZ/GILA
 DU0148  USGS QUAD   -  BRONCO GULCH (1966)
 DU0148
 DU0148                         *CURRENT SURVEY CONTROL
 DU0148  ___________________________________________________________________
 DU0148* NAD 83(1986)-  33 27 19.     (N)    110 13 56.     (W)     SCALED    
 DU0148* NAVD 88     -      1309.434  (meters)    4296.03   (feet)  ADJUSTED  
 DU0148  ___________________________________________________________________
 DU0148  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DU0148  DYNAMIC HT  -        1307.585 (meters)    4289.97  (feet)  COMP
 DU0148  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 DU0148
 DU0148  VERT ORDER  -  SECOND    CLASS 0
 DU0148
 DU0148.The horizontal coordinates were scaled from a topographic map and have
 DU0148.an estimated accuracy of +/- 6 seconds.
 DU0148
 DU0148.The orthometric height was determined by differential leveling
 DU0148.and adjusted in June 1991.
 DU0148
 DU0148.The geoid height was determined by GEOID03.
 DU0148
 DU0148.The dynamic height is computed by dividing the NAVD 88
 DU0148.geopotential number by the normal gravity value computed on the
 DU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0148.degrees latitude (g = 980.6199 gals.).
 DU0148
 DU0148.The modeled gravity was interpolated from observed gravity values.
 DU0148
 DU0148;                    North         East    Units  Estimated Accuracy
 DU0148;SPC AZ E     -   272,240.      207,270.      MT  (+/- 180 meters Scaled)
 DU0148
 DU0148                          SUPERSEDED SURVEY CONTROL
 DU0148
 DU0148  NGVD 29 (??/??/92) 1308.776  (m)         4293.88   (f) ADJ UNCH    2 0
 DU0148
 DU0148.Superseded values are not recommended for survey control.
 DU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0148.See file dsdata.txt to determine how the superseded data were derived.
 DU0148
 DU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC713020(NAD 83)
 DU0148_MARKER: DB = BENCH MARK DISK
 DU0148_SETTING: 80 = SET IN A BOULDER
 DU0148_SP_SET: BOULDER
 DU0148_STAMPING: S 123 1935
 DU0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0148+STABILITY: SURFACE MOTION
 DU0148
 DU0148  HISTORY     - Date     Condition        Report By
 DU0148  HISTORY     - 1935     MONUMENTED       CGS
 DU0148
 DU0148                          STATION DESCRIPTION
 DU0148
 DU0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0148'2.0 MI NW FROM WARM SPRING.
 DU0148'2.0 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0148'COUNTY, 0.3 MILE NORTH OF THE CROSSING OF A WASH, 80 FEET WEST OF THE
 DU0148'CENTERLINE OF THE ROAD, AND IN THE TOP OF A BOULDER.  A STANDARD DISK,
 DU0148'STAMPED S 123 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0498 ***********************************************************************
 FR0498  DESIGNATION -  S 124
 FR0498  PID         -  FR0498
 FR0498  STATE/COUNTY-  AZ/MOHAVE
 FR0498  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0498
 FR0498                         *CURRENT SURVEY CONTROL
 FR0498  ___________________________________________________________________
 FR0498* NAD 83(1986)-  35 16 54.     (N)    113 56 43.     (W)     SCALED    
 FR0498* NAVD 88     -      1005.482  (meters)    3298.82   (feet)  ADJUSTED  
 FR0498  ___________________________________________________________________
 FR0498  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FR0498  DYNAMIC HT  -        1004.288 (meters)    3294.90  (feet)  COMP
 FR0498  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 FR0498
 FR0498  VERT ORDER  -  FIRST     CLASS I
 FR0498
 FR0498.The horizontal coordinates were scaled from a topographic map and have
 FR0498.an estimated accuracy of +/- 6 seconds.
 FR0498
 FR0498.The orthometric height was determined by differential leveling
 FR0498.and adjusted in June 1991.
 FR0498
 FR0498.The geoid height was determined by GEOID03.
 FR0498
 FR0498.The dynamic height is computed by dividing the NAVD 88
 FR0498.geopotential number by the normal gravity value computed on the
 FR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0498.degrees latitude (g = 980.6199 gals.).
 FR0498
 FR0498.The modeled gravity was interpolated from observed gravity values.
 FR0498
 FR0498;                    North         East    Units  Estimated Accuracy
 FR0498;SPC AZ W     -   474,850.      195,600.      MT  (+/- 180 meters Scaled)
 FR0498
 FR0498                          SUPERSEDED SURVEY CONTROL
 FR0498
 FR0498  NGVD 29 (??/??/92) 1004.680  (m)         3296.19   (f) ADJ UNCH    1 1
 FR0498
 FR0498.Superseded values are not recommended for survey control.
 FR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0498.See file dsdata.txt to determine how the superseded data were derived.
 FR0498
 FR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE321082(NAD 83)
 FR0498_MARKER: DB = BENCH MARK DISK
 FR0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0498_STAMPING: S 124 1935
 FR0498_MARK LOGO: CGS   
 FR0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0498+STABILITY: SURFACE MOTION
 FR0498
 FR0498  HISTORY     - Date     Condition        Report By
 FR0498  HISTORY     - 1935     MONUMENTED       CGS
 FR0498  HISTORY     - 1947     GOOD             NGS
 FR0498  HISTORY     - 1982     GOOD             NGS
 FR0498
 FR0498                          STATION DESCRIPTION
 FR0498
 FR0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FR0498'9.5 MI NE FROM KINGMAN.
 FR0498'9.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0498'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 190 FEET NORTH OF MILEPOST
 FR0498'507, 99.5 FEET NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK, 2 FEET
 FR0498'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF THE RIGHT OF WAY
 FR0498'FENCE, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S
 FR0498'124 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 FR0498'ABOVE GROUND.
 FR0498
 FR0498                          STATION RECOVERY (1982)
 FR0498
 FR0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0498'RECOVERED IN GOOD CONDITION.
 FR0498'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0490 ***********************************************************************
 FS0490  DESIGNATION -  S 125
 FS0490  PID         -  FS0490
 FS0490  STATE/COUNTY-  AZ/MOHAVE
 FS0490  USGS QUAD   -  RED LAKE (1968)
 FS0490
 FS0490                         *CURRENT SURVEY CONTROL
 FS0490  ___________________________________________________________________
 FS0490* NAD 83(1986)-  35 41 33.     (N)    114 01 21.     (W)     SCALED    
 FS0490* NAVD 88     -       841.396  (meters)    2760.48   (feet)  POSTED    
 FS0490  ___________________________________________________________________
 FS0490  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FS0490  DYNAMIC HT  -         840.440 (meters)    2757.34  (feet)  COMP
 FS0490  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 FS0490
 FS0490  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0490
 FS0490.The horizontal coordinates were scaled from a topographic map and have
 FS0490.an estimated accuracy of +/- 6 seconds.
 FS0490
 FS0490.The orthometric height was determined by differential leveling
 FS0490.and adjusted by the  in 1992.
 FS0490.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0490.rate of 1.1 thru 2.0 mm/km.
 FS0490
 FS0490.The geoid height was determined by GEOID03.
 FS0490
 FS0490.The dynamic height is computed by dividing the NAVD 88
 FS0490.geopotential number by the normal gravity value computed on the
 FS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0490.degrees latitude (g = 980.6199 gals.).
 FS0490
 FS0490.The modeled gravity was interpolated from observed gravity values.
 FS0490
 FS0490;                    North         East    Units  Estimated Accuracy
 FS0490;SPC AZ W     -   520,450.      188,700.      MT  (+/- 180 meters Scaled)
 FS0490
 FS0490                          SUPERSEDED SURVEY CONTROL
 FS0490
 FS0490  NGVD 29 (??/??/92)  840.644  (m)         2758.01   (f) ADJ UNCH    1 1
 FS0490
 FS0490.Superseded values are not recommended for survey control.
 FS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0490.See file dsdata.txt to determine how the superseded data were derived.
 FS0490
 FS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV694539(NAD 83)
 FS0490_MARKER: DB = BENCH MARK DISK
 FS0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0490_STAMPING: S 125 1935
 FS0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0490+STABILITY: SURFACE MOTION
 FS0490
 FS0490  HISTORY     - Date     Condition        Report By
 FS0490  HISTORY     - 1935     MONUMENTED       CGS
 FS0490  HISTORY     - 1940     GOOD             NGS
 FS0490  HISTORY     - 1970     GOOD             USGS
 FS0490
 FS0490                          STATION DESCRIPTION
 FS0490
 FS0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0490'28.8 MI N FROM HACKBERRY.
 FS0490'28.8 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED
 FS0490'LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERY, MOHAVE COUNTY,
 FS0490'9.2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 193, 5.5 MILES
 FS0490'NORTHEAST OF THE JUNCTION OF THE NEW ROAD, 1.3 MILES NORTHWEST OF
 FS0490'A LARGE EARTH RESERVOIR, 17 FEET SOUTHWEST OF THE CENTERLINE OF
 FS0490'THE ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 FS0490'STANDARD DISK, STAMPED S 125 1935 AND SET IN THE TOP OF A CONCRETE
 FS0490'POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FS0490
 FS0490                          STATION RECOVERY (1970)
 FS0490
 FS0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0085 ***********************************************************************
 GQ0085  DESIGNATION -  S 127
 GQ0085  PID         -  GQ0085
 GQ0085  STATE/COUNTY-  AZ/MOHAVE
 GQ0085  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0085
 GQ0085                         *CURRENT SURVEY CONTROL
 GQ0085  ___________________________________________________________________
 GQ0085* NAD 83(1986)-  36 09 42.     (N)    113 57 20.     (W)     SCALED    
 GQ0085* NAVD 88     -       412.160  (meters)    1352.23   (feet)  POSTED    
 GQ0085  ___________________________________________________________________
 GQ0085  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GQ0085  DYNAMIC HT  -         411.730 (meters)    1350.82  (feet)  COMP
 GQ0085  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 GQ0085
 GQ0085  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0085
 GQ0085.The horizontal coordinates were scaled from a topographic map and have
 GQ0085.an estimated accuracy of +/- 6 seconds.
 GQ0085
 GQ0085.The orthometric height was determined by differential leveling
 GQ0085.and adjusted by the  in 1992.
 GQ0085.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0085.rate of 0.0 thru 1.0 mm/km.
 GQ0085
 GQ0085.The geoid height was determined by GEOID03.
 GQ0085
 GQ0085.The dynamic height is computed by dividing the NAVD 88
 GQ0085.geopotential number by the normal gravity value computed on the
 GQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0085.degrees latitude (g = 980.6199 gals.).
 GQ0085
 GQ0085.The modeled gravity was interpolated from observed gravity values.
 GQ0085
 GQ0085;                    North         East    Units  Estimated Accuracy
 GQ0085;SPC AZ W     -   572,490.      194,870.      MT  (+/- 180 meters Scaled)
 GQ0085
 GQ0085                          SUPERSEDED SURVEY CONTROL
 GQ0085
 GQ0085  NGVD 29 (??/??/92)  411.463  (m)         1349.94   (f) ADJ UNCH    1 1
 GQ0085
 GQ0085.Superseded values are not recommended for survey control.
 GQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0085.See file dsdata.txt to determine how the superseded data were derived.
 GQ0085
 GQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF341059(NAD 83)
 GQ0085_MARKER: DB = BENCH MARK DISK
 GQ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0085_STAMPING: S 127 1935
 GQ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0085+STABILITY: SURFACE MOTION
 GQ0085
 GQ0085  HISTORY     - Date     Condition        Report By
 GQ0085  HISTORY     - 1935     MONUMENTED       CGS
 GQ0085  HISTORY     - 1950     GOOD             NGS
 GQ0085
 GQ0085                          STATION DESCRIPTION
 GQ0085
 GQ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0085'64.2 MI SE FROM RIVERSIDE, NV.
 GQ0085'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0085'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0085'THENCE 24.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0085'FERRY ROAD, AT THE TOP OF A GRADE WHERE THE ROAD LEAVES SNAP CANYON,
 GQ0085'ABOUT 34 YARDS SOUTHEAST OF THE SOUTHEAST RIM OF THE CANYON, 15 FEET
 GQ0085'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.2 FEET NORTH OF A WITNESS
 GQ0085'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GQ0085'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0420 ***********************************************************************
 FS0420  DESIGNATION -  S 128
 FS0420  PID         -  FS0420
 FS0420  STATE/COUNTY-  AZ/MOHAVE
 FS0420  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0420
 FS0420                         *CURRENT SURVEY CONTROL
 FS0420  ___________________________________________________________________
 FS0420* NAD 83(1986)-  35 57 01.     (N)    114 09 25.     (W)     SCALED    
 FS0420* NAVD 88     -       583.130  (meters)    1913.15   (feet)  POSTED    
 FS0420  ___________________________________________________________________
 FS0420  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0420  DYNAMIC HT  -         582.520 (meters)    1911.15  (feet)  COMP
 FS0420  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 FS0420
 FS0420  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0420
 FS0420.The horizontal coordinates were scaled from a topographic map and have
 FS0420.an estimated accuracy of +/- 6 seconds.
 FS0420
 FS0420.The orthometric height was determined by differential leveling
 FS0420.and adjusted by the  in 1992.
 FS0420.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0420.rate of 0.0 thru 1.0 mm/km.
 FS0420
 FS0420.The geoid height was determined by GEOID03.
 FS0420
 FS0420.The dynamic height is computed by dividing the NAVD 88
 FS0420.geopotential number by the normal gravity value computed on the
 FS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0420.degrees latitude (g = 980.6199 gals.).
 FS0420
 FS0420.The modeled gravity was interpolated from observed gravity values.
 FS0420
 FS0420;                    North         East    Units  Estimated Accuracy
 FS0420;SPC AZ W     -   549,090.      176,650.      MT  (+/- 180 meters Scaled)
 FS0420
 FS0420                          SUPERSEDED SURVEY CONTROL
 FS0420
 FS0420  NGVD 29 (??/??/92)  582.465  (m)         1910.97   (f) ADJ UNCH    1 1
 FS0420
 FS0420.Superseded values are not recommended for survey control.
 FS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0420.See file dsdata.txt to determine how the superseded data were derived.
 FS0420
 FS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV564821(NAD 83)
 FS0420_MARKER: DB = BENCH MARK DISK
 FS0420_SETTING: 80 = SET IN A BOULDER
 FS0420_SP_SET: BOULDER
 FS0420_STAMPING: S 128 1935
 FS0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0420+STABILITY: SURFACE MOTION
 FS0420
 FS0420  HISTORY     - Date     Condition        Report By
 FS0420  HISTORY     - 1935     MONUMENTED       CGS
 FS0420  HISTORY     - 1950     GOOD             NGS
 FS0420  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0420  HISTORY     - 19870220 GOOD             USPSQD
 FS0420
 FS0420                          STATION DESCRIPTION
 FS0420
 FS0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0420'5.6 MI S FROM MOUTH OF HUALPAI WASH.
 FS0420'5.6 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0420'WASH ON THE SOUTH SHORE OF LAKE MEAD, IN HUALPAI WASH, ABOUT 50
 FS0420'YARDS NORTH OF THE MOUTH OF A RAVINE ENTERING THE WASH FROM THE EAST,
 FS0420'DIRECTLY ACROSS THE WASH FROM THE MOUTH OF A RAVINE ENTERING THE
 FS0420'WASH FROM THE WEST, IN THE TOP OF A WHITE BOULDER, 152 FEET EAST
 FS0420'OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF THE EAST BANK
 FS0420'OF THE WASH, AND ABOUT 1 FOOT HIGHER THAN THE BED OF THE EAST
 FS0420'CHANNEL OF THE WASH.
 FS0420
 FS0420                          STATION RECOVERY (1959)
 FS0420
 FS0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0420'MARK NOT FOUND.
 FS0420
 FS0420                          STATION RECOVERY (1987)
 FS0420
 FS0420'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0099 ***********************************************************************
 GQ0099  DESIGNATION -  S 129
 GQ0099  PID         -  GQ0099
 GQ0099  STATE/COUNTY-  AZ/MOHAVE
 GQ0099  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0099
 GQ0099                         *CURRENT SURVEY CONTROL
 GQ0099  ___________________________________________________________________
 GQ0099* NAD 83(1986)-  36 11 39.     (N)    113 54 48.     (W)     SCALED    
 GQ0099* NAVD 88     -       553.638  (meters)    1816.39   (feet)  POSTED    
 GQ0099  ___________________________________________________________________
 GQ0099  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GQ0099  DYNAMIC HT  -         553.040 (meters)    1814.43  (feet)  COMP
 GQ0099  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 GQ0099
 GQ0099  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0099
 GQ0099.The horizontal coordinates were scaled from a topographic map and have
 GQ0099.an estimated accuracy of +/- 6 seconds.
 GQ0099
 GQ0099.The orthometric height was determined by differential leveling
 GQ0099.and adjusted by the  in 1992.
 GQ0099.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0099.rate of 0.0 thru 1.0 mm/km.
 GQ0099
 GQ0099.The geoid height was determined by GEOID03.
 GQ0099
 GQ0099.The dynamic height is computed by dividing the NAVD 88
 GQ0099.geopotential number by the normal gravity value computed on the
 GQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0099.degrees latitude (g = 980.6199 gals.).
 GQ0099
 GQ0099.The modeled gravity was interpolated from observed gravity values.
 GQ0099
 GQ0099;                    North         East    Units  Estimated Accuracy
 GQ0099;SPC AZ W     -   576,090.      198,670.      MT  (+/- 180 meters Scaled)
 GQ0099
 GQ0099                          SUPERSEDED SURVEY CONTROL
 GQ0099
 GQ0099  NGVD 29 (??/??/92)  552.922  (m)         1814.04   (f) ADJ UNCH    1 1
 GQ0099
 GQ0099.Superseded values are not recommended for survey control.
 GQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0099.See file dsdata.txt to determine how the superseded data were derived.
 GQ0099
 GQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF380094(NAD 83)
 GQ0099_MARKER: DB = BENCH MARK DISK
 GQ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0099_STAMPING: S 129 1935
 GQ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0099+STABILITY: SURFACE MOTION
 GQ0099
 GQ0099  HISTORY     - Date     Condition        Report By
 GQ0099  HISTORY     - 1935     MONUMENTED       CGS
 GQ0099  HISTORY     - 1950     GOOD             NGS
 GQ0099
 GQ0099                          STATION DESCRIPTION
 GQ0099
 GQ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0099'60.4 MI SE FROM RIVERSIDE, NV.
 GQ0099'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0099'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0099'THENCE 20.7 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0099'FERRY ROAD, IN SNAP CANYON ACROSS THE CANYON FROM THE MOUTH OF A DEEP
 GQ0099'RAVINE, ON THE INSIDE OF A CURVE, 94 FEET NORTH OF THE SOUTH BANK OF
 GQ0099'THE CANYON, 12 FEET SOUTH OF THE NORTH BANK, 3.7 FEET SOUTH OF A
 GQ0099'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE BED OF THE CANYON, AND SET
 GQ0099'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0471 ***********************************************************************
 FS0471  DESIGNATION -  S 130
 FS0471  PID         -  FS0471
 FS0471  STATE/COUNTY-  AZ/MOHAVE
 FS0471  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0471
 FS0471                         *CURRENT SURVEY CONTROL
 FS0471  ___________________________________________________________________
 FS0471* NAD 83(1986)-  35 52 49.     (N)    114 03 06.     (W)     SCALED    
 FS0471* NAVD 88     -      1236.961  (meters)    4058.26   (feet)  POSTED    
 FS0471  ___________________________________________________________________
 FS0471  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FS0471  DYNAMIC HT  -        1235.540 (meters)    4053.60  (feet)  COMP
 FS0471  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 FS0471
 FS0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0471
 FS0471.The horizontal coordinates were scaled from a topographic map and have
 FS0471.an estimated accuracy of +/- 6 seconds.
 FS0471
 FS0471.The orthometric height was determined by differential leveling
 FS0471.and adjusted by the  in 1992.
 FS0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0471.rate of 0.0 thru 1.0 mm/km.
 FS0471
 FS0471.The geoid height was determined by GEOID03.
 FS0471
 FS0471.The dynamic height is computed by dividing the NAVD 88
 FS0471.geopotential number by the normal gravity value computed on the
 FS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0471.degrees latitude (g = 980.6199 gals.).
 FS0471
 FS0471.The modeled gravity was interpolated from observed gravity values.
 FS0471
 FS0471;                    North         East    Units  Estimated Accuracy
 FS0471;SPC AZ W     -   541,290.      186,120.      MT  (+/- 180 meters Scaled)
 FS0471
 FS0471                          SUPERSEDED SURVEY CONTROL
 FS0471
 FS0471  NGVD 29 (??/??/92) 1236.219  (m)         4055.83   (f) ADJ UNCH    2 0
 FS0471
 FS0471.Superseded values are not recommended for survey control.
 FS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0471.See file dsdata.txt to determine how the superseded data were derived.
 FS0471
 FS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV661746(NAD 83)
 FS0471_MARKER: DB = BENCH MARK DISK
 FS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0471_STAMPING: S 130 1935
 FS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0471+STABILITY: SURFACE MOTION
 FS0471
 FS0471  HISTORY     - Date     Condition        Report By
 FS0471  HISTORY     - 1935     MONUMENTED       CGS
 FS0471  HISTORY     - 1986     GOOD             USPSQD
 FS0471  HISTORY     - 20001201 GOOD             AZ-015
 FS0471
 FS0471                          STATION DESCRIPTION
 FS0471
 FS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FS0471'70.9 MI NW FROM PEACH SPRINGS.
 FS0471'70.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FS0471'COUNTY, 4.0 MILES WEST OF DUNCAN RANCH, 2.0 MILES EAST OF THE
 FS0471'JUNCTION WITH THE CHLORIDE-PIERCE FERRY ROAD, 0.7 MILE NORTHWEST
 FS0471'OF PATTERSONS WELL, AT THE TOP OF A SMALL RIDGE, 100 FEET
 FS0471'NORTHEAST OF A DIP, AND 18 FEET SOUTHEAST OF THE CENTERLINE OF
 FS0471'THE ROAD.  A STANDARD DISK, STAMPED S 130 1935 AND SET IN THE
 FS0471'TOP OF A CONCRETE POST.
 FS0471
 FS0471                          STATION RECOVERY (1986)
 FS0471
 FS0471'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0471'RECOVERED IN GOOD CONDITION.
 FS0471
 FS0471                          STATION RECOVERY (2000)
 FS0471
 FS0471'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FS0471'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FS0471'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0399 ***********************************************************************
 ES0399  DESIGNATION -  S 131
 ES0399  PID         -  ES0399
 ES0399  STATE/COUNTY-  AZ/YAVAPAI
 ES0399  USGS QUAD   -  ARNOLD MESA (1967)
 ES0399
 ES0399                         *CURRENT SURVEY CONTROL
 ES0399  ___________________________________________________________________
 ES0399* NAD 83(1986)-  34 25 25.     (N)    111 58 19.     (W)     SCALED    
 ES0399* NAVD 88     -      1287.68   (+/-2cm)    4224.7    (feet)  VERTCON   
 ES0399  ___________________________________________________________________
 ES0399  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ES0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0399
 ES0399.The horizontal coordinates were scaled from a topographic map and have
 ES0399.an estimated accuracy of +/- 6 seconds.
 ES0399
 ES0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0399.The vertical order pertains to the NGVD 29 superseded value.
 ES0399
 ES0399.The geoid height was determined by GEOID03.
 ES0399
 ES0399;                    North         East    Units  Estimated Accuracy
 ES0399;SPC AZ C     -   379,640.      208,280.      MT  (+/- 180 meters Scaled)
 ES0399
 ES0399                          SUPERSEDED SURVEY CONTROL
 ES0399
 ES0399  NGVD 29 (??/??/92) 1286.913  (m)         4222.15   (f) ADJ UNCH    2 0
 ES0399
 ES0399.Superseded values are not recommended for survey control.
 ES0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0399.See file dsdata.txt to determine how the superseded data were derived.
 ES0399
 ES0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD106095(NAD 83)
 ES0399_MARKER: DB = BENCH MARK DISK
 ES0399_SETTING: 80 = SET IN A BOULDER
 ES0399_SP_SET: BOULDER
 ES0399_STAMPING: S 131 1935
 ES0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0399+STABILITY: SURFACE MOTION
 ES0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0399+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0399
 ES0399  HISTORY     - Date     Condition        Report By
 ES0399  HISTORY     - 1935     MONUMENTED       CGS
 ES0399  HISTORY     - 1952     GOOD             NGS
 ES0399  HISTORY     - 20080816 GOOD             GEOCAC
 ES0399  HISTORY     - 20080925 GOOD             GEOCAC
 ES0399
 ES0399                          STATION DESCRIPTION
 ES0399
 ES0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0399'5.0 MI NW FROM DUGAS.
 ES0399'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0399'4.4 MILES NORTH ALONG A DIM TRACK ROAD, IN A VALLEY, SET ON TOP OF A
 ES0399'2-FOOT BY 2-FOOT EMBEDDED BOULDER PROJECTING 0.6 FOOT ABOVE THE GROUND
 ES0399'AND ROAD, ABOUT 0.2 MILE NORTH OF THE NORTH BASE OF A SQUARE CORNERED
 ES0399'BUTTE, 0.2 MILE SOUTH OF A DIRT WATER SUPPLY TANK, 90 FEET EAST OF THE
 ES0399'EAST BANK OF A DEEP ROCKY WASH, 15 FEET WEST OF THE CENTER LINE OF THE
 ES0399'ROAD, AND 3.0 FEET EAST OF A WITNESS POST.
 ES0399
 ES0399                          STATION RECOVERY (2008)
 ES0399
 ES0399'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0399'RECOVERED IN GOOD CONDITION.
 ES0399
 ES0399                          STATION RECOVERY (2008)
 ES0399
 ES0399'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0399'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0399'34 25.421' W
 ES0399'111.58.322'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0244 ***********************************************************************
 DT0244  DESIGNATION -  S 132
 DT0244  PID         -  DT0244
 DT0244  STATE/COUNTY-  AZ/APACHE
 DT0244  USGS QUAD   -  MOUNT BALDY (1978)
 DT0244
 DT0244                         *CURRENT SURVEY CONTROL
 DT0244  ___________________________________________________________________
 DT0244* NAD 83(1986)-  33 57 44.     (N)    109 30 11.     (W)     SCALED    
 DT0244* NAVD 88     -      2824.571  (meters)    9266.95   (feet)  ADJUSTED  
 DT0244  ___________________________________________________________________
 DT0244  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DT0244  DYNAMIC HT  -        2819.819 (meters)    9251.36  (feet)  COMP
 DT0244  MODELED GRAV-     978,850.2   (mgal)                       NAVD 88
 DT0244
 DT0244  VERT ORDER  -  SECOND    CLASS 0
 DT0244
 DT0244.The horizontal coordinates were scaled from a topographic map and have
 DT0244.an estimated accuracy of +/- 6 seconds.
 DT0244
 DT0244.The orthometric height was determined by differential leveling
 DT0244.and adjusted in June 1991.
 DT0244
 DT0244.The geoid height was determined by GEOID03.
 DT0244
 DT0244.The dynamic height is computed by dividing the NAVD 88
 DT0244.geopotential number by the normal gravity value computed on the
 DT0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0244.degrees latitude (g = 980.6199 gals.).
 DT0244
 DT0244.The modeled gravity was interpolated from observed gravity values.
 DT0244
 DT0244;                    North         East    Units  Estimated Accuracy
 DT0244;SPC AZ E     -   328,660.      274,690.      MT  (+/- 180 meters Scaled)
 DT0244
 DT0244                          SUPERSEDED SURVEY CONTROL
 DT0244
 DT0244  NGVD 29 (??/??/92) 2823.317  (m)         9262.83   (f) ADJ UNCH    2 0
 DT0244
 DT0244.Superseded values are not recommended for survey control.
 DT0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0244.See file dsdata.txt to determine how the superseded data were derived.
 DT0244
 DT0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC383589(NAD 83)
 DT0244_MARKER: DB = BENCH MARK DISK
 DT0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0244_STAMPING: S-132 1935
 DT0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0244+STABILITY: SURFACE MOTION
 DT0244
 DT0244  HISTORY     - Date     Condition        Report By
 DT0244  HISTORY     - 1935     MONUMENTED       CGS
 DT0244
 DT0244                          STATION DESCRIPTION
 DT0244
 DT0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0244'2.8 MI N FROM VOIGT RANCH.
 DT0244'2.8 MI N ALONG ROAD TO JCT WITH STATE HWY NO. 73 ON THE VOIGT RANCH
 DT0244'ROAD, ABOUT 60 YDS N OF THE TOP OF A GRADE LEADING DOWN INTO A CANYON,
 DT0244'40 FEET NE OF A 24 IN. PINE TREE, 45 FEET E OF THE CENTERLINE OF THE
 DT0244'ROAD, AND SET IN A SMALL CLEARING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0147 ***********************************************************************
 ET0147  DESIGNATION -  S 133
 ET0147  PID         -  ET0147
 ET0147  STATE/COUNTY-  AZ/YAVAPAI
 ET0147  USGS QUAD   -  CHERRY (1973)
 ET0147
 ET0147                         *CURRENT SURVEY CONTROL
 ET0147  ___________________________________________________________________
 ET0147* NAD 83(1986)-  34 34 55.     (N)    112 06 47.     (W)     SCALED    
 ET0147* NAVD 88     -      1569.80   (+/-2cm)    5150.3    (feet)  VERTCON   
 ET0147  ___________________________________________________________________
 ET0147  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ET0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0147
 ET0147.The horizontal coordinates were scaled from a topographic map and have
 ET0147.an estimated accuracy of +/- 6 seconds.
 ET0147
 ET0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0147.The vertical order pertains to the NGVD 29 superseded value.
 ET0147
 ET0147.The geoid height was determined by GEOID03.
 ET0147
 ET0147;                    North         East    Units  Estimated Accuracy
 ET0147;SPC AZ C     -   397,220.      195,340.      MT  (+/- 180 meters Scaled)
 ET0147
 ET0147                          SUPERSEDED SURVEY CONTROL
 ET0147
 ET0147  NGVD 29 (??/??/92) 1568.942  (m)         5147.44   (f) ADJ UNCH    2 0
 ET0147
 ET0147.Superseded values are not recommended for survey control.
 ET0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0147.See file dsdata.txt to determine how the superseded data were derived.
 ET0147
 ET0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD979272(NAD 83)
 ET0147_MARKER: DB = BENCH MARK DISK
 ET0147_SETTING: 66 = SET IN ROCK OUTCROP
 ET0147_SP_SET: ROCK OUTCROP
 ET0147_STAMPING: S 133
 ET0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0147+STABILITY: POSITION/ELEVATION WELL
 ET0147
 ET0147  HISTORY     - Date     Condition        Report By
 ET0147  HISTORY     - UNK      MONUMENTED       CGS
 ET0147  HISTORY     - 1973     GOOD             USGS
 ET0147
 ET0147                          STATION DESCRIPTION
 ET0147
 ET0147'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0147'10.2 MI NE FROM DEWEY.
 ET0147'ABOUT 7 MILES EAST ALONG THE ROAD FROM DEWEY.  ABOUT 4.9 MILES EAST
 ET0147'ALONG STATE HIGHWAY 169 FROM ITS JUNCTION WITH STATE HIGHWAY 69, AT
 ET0147'DEWEY, THENCE 1.9 MILES NE ALONG THE ROAD TO CHERRY, THENCE 4.1 MILES
 ET0147'NORTH ALONG THE BOTTLE RANCH ROAD TO THE RANCH.  HIKE DOWN THE WEST
 ET0147'SIDE OF CREEK ABOUT 0.3 MILES TO A SHARP BEND TO THE WEST, AT A NARROW
 ET0147'ROCKY GORGE, 30 FT. WEST OF THE CENTER LINE OF THE CREEK, IN THE TOP
 ET0147'OF A HUGE ROCK OUT-CORP, ABOUT 20 FT. HIGHER THAN THE CREEK LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0055 ***********************************************************************
 FS0055  DESIGNATION -  S 134
 FS0055  PID         -  FS0055
 FS0055  STATE/COUNTY-  AZ/MOHAVE
 FS0055  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0055
 FS0055                         *CURRENT SURVEY CONTROL
 FS0055  ___________________________________________________________________
 FS0055* NAD 83(1986)-  35 58 53.     (N)    114 42 02.     (W)     SCALED    
 FS0055* NAVD 88     -       471.588  (meters)    1547.20   (feet)  POSTED    
 FS0055  ___________________________________________________________________
 FS0055  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0055  DYNAMIC HT  -         471.120 (meters)    1545.67  (feet)  COMP
 FS0055  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 FS0055
 FS0055  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0055
 FS0055.The horizontal coordinates were scaled from a topographic map and have
 FS0055.an estimated accuracy of +/- 6 seconds.
 FS0055
 FS0055.The orthometric height was determined by differential leveling
 FS0055.and adjusted by the  in 1992.
 FS0055.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0055.rate of 0.0 thru 1.0 mm/km.
 FS0055
 FS0055.The geoid height was determined by GEOID03.
 FS0055
 FS0055.The dynamic height is computed by dividing the NAVD 88
 FS0055.geopotential number by the normal gravity value computed on the
 FS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0055.degrees latitude (g = 980.6199 gals.).
 FS0055
 FS0055.The modeled gravity was interpolated from observed gravity values.
 FS0055
 FS0055;                    North         East    Units  Estimated Accuracy
 FS0055;SPC AZ W     -   552,880.      127,640.      MT  (+/- 180 meters Scaled)
 FS0055
 FS0055                          SUPERSEDED SURVEY CONTROL
 FS0055
 FS0055  NGVD 29 (??/??/92)  470.867  (m)         1544.84   (f) ADJ UNCH    1 1
 FS0055
 FS0055.Superseded values are not recommended for survey control.
 FS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0055.See file dsdata.txt to determine how the superseded data were derived.
 FS0055
 FS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV073843(NAD 83)
 FS0055_MARKER: DB = BENCH MARK DISK
 FS0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0055_SP_SET: CULVERT
 FS0055_STAMPING: S 134 1935
 FS0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0055
 FS0055  HISTORY     - Date     Condition        Report By
 FS0055  HISTORY     - 1935     MONUMENTED       CGS
 FS0055  HISTORY     - 1950     GOOD             NGS
 FS0055  HISTORY     - 1963     GOOD             NGS
 FS0055  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0055
 FS0055                          STATION DESCRIPTION
 FS0055
 FS0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0055'4 MI SE FROM HOOVER DAM.
 FS0055'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0055'(ARIZONA) END OF HOOVER DAM, 111 1/2 FEET NORTHEAST OF AND ACROSS
 FS0055'THE HIGHWAY FROM MILEPOST 4, AT A 5- BY 5-FOOT CONCRETE BOX
 FS0055'CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD
 FS0055'WALL, 19.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0055'AND ABOUT LEVEL WITH THE HIGHWAY.
 FS0055
 FS0055                          STATION RECOVERY (1963)
 FS0055
 FS0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0055'RECOVERED IN GOOD CONDITION.
 FS0055
 FS0055                          STATION RECOVERY (1981)
 FS0055
 FS0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0055'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0590 ***********************************************************************
 GR0590  DESIGNATION -  S 135
 GR0590  PID         -  GR0590
 GR0590  STATE/COUNTY-  AZ/MOHAVE
 GR0590  USGS QUAD   -  HOOVER DAM (1997)
 GR0590
 GR0590                         *CURRENT SURVEY CONTROL
 GR0590  ___________________________________________________________________
 GR0590* NAD 83(1986)-  36 00 55.     (N)    114 44 13.     (W)     SCALED    
 GR0590* NAVD 88     -       376.386  (meters)    1234.86   (feet)  ADJUSTED  
 GR0590  ___________________________________________________________________
 GR0590  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0590  DYNAMIC HT  -         376.017 (meters)    1233.65  (feet)  COMP
 GR0590  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 GR0590
 GR0590  VERT ORDER  -  FIRST     CLASS I
 GR0590
 GR0590.The horizontal coordinates were scaled from a topographic map and have
 GR0590.an estimated accuracy of +/- 6 seconds.
 GR0590
 GR0590.The orthometric height was determined by differential leveling
 GR0590.and adjusted in June 1991.
 GR0590
 GR0590.The geoid height was determined by GEOID03.
 GR0590
 GR0590.The dynamic height is computed by dividing the NAVD 88
 GR0590.geopotential number by the normal gravity value computed on the
 GR0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0590.degrees latitude (g = 980.6199 gals.).
 GR0590
 GR0590.The modeled gravity was interpolated from observed gravity values.
 GR0590
 GR0590;                    North         East    Units  Estimated Accuracy
 GR0590;SPC AZ W     -   556,680.      124,400.      MT  (+/- 180 meters Scaled)
 GR0590
 GR0590                          SUPERSEDED SURVEY CONTROL
 GR0590
 GR0590  NGVD 29 (??/??/92)  375.670  (m)         1232.51   (f) ADJ UNCH    1 1
 GR0590
 GR0590.Superseded values are not recommended for survey control.
 GR0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0590.See file dsdata.txt to determine how the superseded data were derived.
 GR0590
 GR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039880(NAD 83)
 GR0590_MARKER: DB = BENCH MARK DISK
 GR0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0590_SP_SET: SIDWALK
 GR0590_STAMPING: S 135 1935
 GR0590_MARK LOGO: CGS   
 GR0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0590
 GR0590  HISTORY     - Date     Condition        Report By
 GR0590  HISTORY     - 1935     MONUMENTED       CGS
 GR0590  HISTORY     - 1950     GOOD             NGS
 GR0590  HISTORY     - 1963     GOOD             NGS
 GR0590  HISTORY     - 1981     GOOD             NGS
 GR0590  HISTORY     - 1990     GOOD             USPSQD
 GR0590  HISTORY     - 1990     GOOD             USPSQD
 GR0590  HISTORY     - 20041204 GOOD             USPSQD
 GR0590  HISTORY     - 20060404 GOOD             USPSQD
 GR0590
 GR0590                          STATION DESCRIPTION
 GR0590
 GR0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0590'IN HOOVER DAM.
 GR0590'ON TOP OF HOOVER DAM, ABOUT 75 YARDS NORTH OF THE SOUTHEAST (ARIZONA)
 GR0590'END, DIRECTLY ACROSS THE ROADWAY FROM THE ARIZONA REST ROOM TOWER,
 GR0590'NEAR THE CENTER OF THE EAST (UPSTREAM) SIDE OF BLOCK D, IN THE TOP OF
 GR0590'THE EAST CONCRETE SIDEWALK, 0.4 FOOT EAST OF THE WEST EDGE, AND 3.5
 GR0590'FEET WEST OF THE EAST GUARD RAIL.
 GR0590
 GR0590                          STATION RECOVERY (1963)
 GR0590
 GR0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0590'RECOVERED IN GOOD CONDITION.
 GR0590
 GR0590                          STATION RECOVERY (1981)
 GR0590
 GR0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0590'RECOVERED IN GOOD CONDITION.
 GR0590
 GR0590                          STATION RECOVERY (1990)
 GR0590
 GR0590'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0590'RECOVERED IN GOOD CONDITION.
 GR0590
 GR0590                          STATION RECOVERY (1990)
 GR0590
 GR0590'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0590'RECOVERED IN GOOD CONDITION.
 GR0590
 GR0590                          STATION RECOVERY (2004)
 GR0590
 GR0590'RECOVERY NOTE BY US POWER SQUADRON 2004
 GR0590'RECOVERED IN GOOD CONDITION.
 GR0590
 GR0590                          STATION RECOVERY (2006)
 GR0590
 GR0590'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0266 ***********************************************************************
 DT0266  DESIGNATION -  S 136
 DT0266  PID         -  DT0266
 DT0266  STATE/COUNTY-  AZ/APACHE
 DT0266  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0266
 DT0266                         *CURRENT SURVEY CONTROL
 DT0266  ___________________________________________________________________
 DT0266* NAD 83(1986)-  33 47 44.     (N)    109 25 52.     (W)     SCALED    
 DT0266* NAVD 88     -      2489.604  (meters)    8167.98   (feet)  ADJUSTED  
 DT0266  ___________________________________________________________________
 DT0266  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DT0266  DYNAMIC HT  -        2485.519 (meters)    8154.57  (feet)  COMP
 DT0266  MODELED GRAV-     978,905.3   (mgal)                       NAVD 88
 DT0266
 DT0266  VERT ORDER  -  SECOND    CLASS 0
 DT0266
 DT0266.The horizontal coordinates were scaled from a topographic map and have
 DT0266.an estimated accuracy of +/- 6 seconds.
 DT0266
 DT0266.The orthometric height was determined by differential leveling
 DT0266.and adjusted in June 1991.
 DT0266
 DT0266.The geoid height was determined by GEOID03.
 DT0266
 DT0266.The dynamic height is computed by dividing the NAVD 88
 DT0266.geopotential number by the normal gravity value computed on the
 DT0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0266.degrees latitude (g = 980.6199 gals.).
 DT0266
 DT0266.The modeled gravity was interpolated from observed gravity values.
 DT0266
 DT0266;                    North         East    Units  Estimated Accuracy
 DT0266;SPC AZ E     -   310,220.      281,470.      MT  (+/- 180 meters Scaled)
 DT0266
 DT0266                          SUPERSEDED SURVEY CONTROL
 DT0266
 DT0266  NGVD 29 (??/??/92) 2488.484  (m)         8164.30   (f) ADJ UNCH    2 0
 DT0266
 DT0266.Superseded values are not recommended for survey control.
 DT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0266.See file dsdata.txt to determine how the superseded data were derived.
 DT0266
 DT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC452405(NAD 83)
 DT0266_MARKER: DB = BENCH MARK DISK
 DT0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0266_STAMPING: S-136 1935
 DT0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0266+STABILITY: SURFACE MOTION
 DT0266
 DT0266  HISTORY     - Date     Condition        Report By
 DT0266  HISTORY     - 1935     MONUMENTED       CGS
 DT0266
 DT0266                          STATION DESCRIPTION
 DT0266
 DT0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0266'5.8 MI SE FROM RESERVATION RANCH.
 DT0266'5.8 MI SE ALONG ROAD TO BEAVERHEAD LODGE. ABOUT 54 FT N OF THE
 DT0266'CENTERLINE OF THE ROAD, 16 FT W OF A 28 INCH PINE TREE, 12 FT SE OF A
 DT0266'24 INCH PINETREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0295 ***********************************************************************
 DT0295  DESIGNATION -  S 137
 DT0295  PID         -  DT0295
 DT0295  STATE/COUNTY-  AZ/APACHE
 DT0295  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0295
 DT0295                         *CURRENT SURVEY CONTROL
 DT0295  ___________________________________________________________________
 DT0295* NAD 83(1986)-  33 55 12.     (N)    109 03 20.     (W)     SCALED    
 DT0295* NAVD 88     -      2550.871  (meters)    8368.98   (feet)  ADJUSTED  
 DT0295  ___________________________________________________________________
 DT0295  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 DT0295  DYNAMIC HT  -        2546.683 (meters)    8355.24  (feet)  COMP
 DT0295  MODELED GRAV-     978,901.8   (mgal)                       NAVD 88
 DT0295
 DT0295  VERT ORDER  -  SECOND    CLASS 0
 DT0295
 DT0295.The horizontal coordinates were scaled from a topographic map and have
 DT0295.an estimated accuracy of +/- 6 seconds.
 DT0295
 DT0295.The orthometric height was determined by differential leveling
 DT0295.and adjusted in June 1991.
 DT0295
 DT0295.The geoid height was determined by GEOID03.
 DT0295
 DT0295.The dynamic height is computed by dividing the NAVD 88
 DT0295.geopotential number by the normal gravity value computed on the
 DT0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0295.degrees latitude (g = 980.6199 gals.).
 DT0295
 DT0295.The modeled gravity was interpolated from observed gravity values.
 DT0295
 DT0295;                    North         East    Units  Estimated Accuracy
 DT0295;SPC AZ E     -   324,340.      316,100.      MT  (+/- 180 meters Scaled)
 DT0295
 DT0295                          SUPERSEDED SURVEY CONTROL
 DT0295
 DT0295  NGVD 29 (??/??/92) 2549.778  (m)         8365.40   (f) ADJ UNCH    2 0
 DT0295
 DT0295.Superseded values are not recommended for survey control.
 DT0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0295.See file dsdata.txt to determine how the superseded data were derived.
 DT0295
 DT0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC797549(NAD 83)
 DT0295_MARKER: DB = BENCH MARK DISK
 DT0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0295_STAMPING: S 137 1935
 DT0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0295+STABILITY: SURFACE MOTION
 DT0295
 DT0295  HISTORY     - Date     Condition        Report By
 DT0295  HISTORY     - 1935     MONUMENTED       CGS
 DT0295
 DT0295                          STATION DESCRIPTION
 DT0295
 DT0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0295'11.1 MI NE FROM ALPINE.
 DT0295'11.1 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. IN A SMALL
 DT0295'VALLEY ON NE SLOPE OF LOW RIDGE, 189 FT. S OF CREEK BANK, 100 FT N OF
 DT0295'TWIN PINE TREE AND 66 FT. S OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0549 ***********************************************************************
 CY0549  DESIGNATION -  S 14
 CY0549  PID         -  CY0549
 CY0549  STATE/COUNTY-  AZ/GRAHAM
 CY0549  USGS QUAD   -  ARTESIA NE (1966)
 CY0549
 CY0549                         *CURRENT SURVEY CONTROL
 CY0549  ___________________________________________________________________
 CY0549* NAD 83(1986)-  32 44 52.     (N)    109 35 22.     (W)     SCALED    
 CY0549* NAVD 88     -       937.93   (+/-2cm)    3077.2    (feet)  VERTCON   
 CY0549  ___________________________________________________________________
 CY0549  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0549  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0549
 CY0549.The horizontal coordinates were scaled from a topographic map and have
 CY0549.an estimated accuracy of +/- 6 seconds.
 CY0549
 CY0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0549.The vertical order pertains to the NGVD 29 superseded value.
 CY0549
 CY0549.The geoid height was determined by GEOID03.
 CY0549
 CY0549;                    North         East    Units  Estimated Accuracy
 CY0549;SPC AZ E     -   193,930.      267,450.      MT  (+/- 180 meters Scaled)
 CY0549
 CY0549                          SUPERSEDED SURVEY CONTROL
 CY0549
 CY0549  NGVD 29 (??/??/92)  937.307  (m)         3075.15   (f) ADJ UNCH    1 2
 CY0549
 CY0549.Superseded values are not recommended for survey control.
 CY0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0549.See file dsdata.txt to determine how the superseded data were derived.
 CY0549
 CY0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB321242(NAD 83)
 CY0549_MARKER: DB = BENCH MARK DISK
 CY0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0549_STAMPING: 3075.148 S 14 1932
 CY0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0549+STABILITY: SURFACE MOTION
 CY0549
 CY0549  HISTORY     - Date     Condition        Report By
 CY0549  HISTORY     - 1932     MONUMENTED       CGS
 CY0549
 CY0549                          STATION DESCRIPTION
 CY0549
 CY0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0549'4.7 MI SE FROM SOLOMONSVILLE.
 CY0549'ON SOUTHERN PACIFIC RAILROAD, 200 FT. SOUTHEAST OF MILEPOST 1128, 30
 CY0549'FT. SOUTHWEST OF RAILROAD CENTERLINE, 530 FT. SOUTH OF RAILROAD
 CY0549'TRESTLE MARKED 1128.06.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0115 ***********************************************************************
 ES0115  DESIGNATION -  S 140
 ES0115  PID         -  ES0115
 ES0115  STATE/COUNTY-  AZ/NAVAJO
 ES0115  USGS QUAD   -  CLAY SPRINGS (1990)
 ES0115
 ES0115                         *CURRENT SURVEY CONTROL
 ES0115  ___________________________________________________________________
 ES0115* NAD 83(1986)-  34 21 30.     (N)    110 17 49.     (W)     SCALED    
 ES0115* NAVD 88     -      1924.862  (meters)    6315.15   (feet)  ADJUSTED  
 ES0115  ___________________________________________________________________
 ES0115  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0115  DYNAMIC HT  -        1922.047 (meters)    6305.92  (feet)  COMP
 ES0115  MODELED GRAV-     979,104.3   (mgal)                       NAVD 88
 ES0115
 ES0115  VERT ORDER  -  SECOND    CLASS 0
 ES0115
 ES0115.The horizontal coordinates were scaled from a topographic map and have
 ES0115.an estimated accuracy of +/- 6 seconds.
 ES0115
 ES0115.The orthometric height was determined by differential leveling
 ES0115.and adjusted in June 1991.
 ES0115
 ES0115.The geoid height was determined by GEOID03.
 ES0115
 ES0115.The dynamic height is computed by dividing the NAVD 88
 ES0115.geopotential number by the normal gravity value computed on the
 ES0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0115.degrees latitude (g = 980.6199 gals.).
 ES0115
 ES0115.The modeled gravity was interpolated from observed gravity values.
 ES0115
 ES0115;                    North         East    Units  Estimated Accuracy
 ES0115;SPC AZ E     -   372,410.      201,380.      MT  (+/- 180 meters Scaled)
 ES0115
 ES0115                          SUPERSEDED SURVEY CONTROL
 ES0115
 ES0115  NGVD 29 (??/??/92) 1923.964  (m)         6312.21   (f) ADJ UNCH    2 0
 ES0115
 ES0115.Superseded values are not recommended for survey control.
 ES0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0115.See file dsdata.txt to determine how the superseded data were derived.
 ES0115
 ES0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD646021(NAD 83)
 ES0115_MARKER: DB = BENCH MARK DISK
 ES0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0115_STAMPING: S 140 1935
 ES0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0115+STABILITY: SURFACE MOTION
 ES0115
 ES0115  HISTORY     - Date     Condition        Report By
 ES0115  HISTORY     - 1935     MONUMENTED       CGS
 ES0115  HISTORY     - 1960     GOOD             USGS
 ES0115
 ES0115                          STATION DESCRIPTION
 ES0115
 ES0115'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0115'5.6 MI NW FROM PINEDALE.
 ES0115'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 160 FROM THE RANGER STATION AT
 ES0115'PINEDALE, NAVAJO COUNTY, AT CLAY SPRINGS, 18 FEET SOUTH OF THE
 ES0115'CENTERLINE OF THE ROAD, 12 FEET EAST OF THE EAST END OF A GATE, 2 FEET
 ES0115'SOUTH OF A WIRE FENCE, AND 60 FEET SOUTH OF A HOUSE.  A STANDARD DISK,
 ES0115'STAMPED S 140 1935 AND SET IN THE TO OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0233 ***********************************************************************
 ES0233  DESIGNATION -  S 141
 ES0233  PID         -  ES0233
 ES0233  STATE/COUNTY-  AZ/NAVAJO
 ES0233  USGS QUAD   -  CLEAR CREEK RESERVOIR (1970)
 ES0233
 ES0233                         *CURRENT SURVEY CONTROL
 ES0233  ___________________________________________________________________
 ES0233* NAD 83(1986)-  34 58 11.     (N)    110 38 51.     (W)     SCALED    
 ES0233* NAVD 88     -      1499.304  (meters)    4918.97   (feet)  ADJUSTED  
 ES0233  ___________________________________________________________________
 ES0233  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES0233  DYNAMIC HT  -        1497.310 (meters)    4912.42  (feet)  COMP
 ES0233  MODELED GRAV-     979,252.0   (mgal)                       NAVD 88
 ES0233
 ES0233  VERT ORDER  -  SECOND    CLASS 0
 ES0233
 ES0233.The horizontal coordinates were scaled from a topographic map and have
 ES0233.an estimated accuracy of +/- 6 seconds.
 ES0233
 ES0233.The orthometric height was determined by differential leveling
 ES0233.and adjusted in June 1991.
 ES0233
 ES0233.The geoid height was determined by GEOID03.
 ES0233
 ES0233.The dynamic height is computed by dividing the NAVD 88
 ES0233.geopotential number by the normal gravity value computed on the
 ES0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0233.degrees latitude (g = 980.6199 gals.).
 ES0233
 ES0233.The modeled gravity was interpolated from observed gravity values.
 ES0233
 ES0233;                    North         East    Units  Estimated Accuracy
 ES0233;SPC AZ E     -   440,320.      169,450.      MT  (+/- 180 meters Scaled)
 ES0233
 ES0233                          SUPERSEDED SURVEY CONTROL
 ES0233
 ES0233  NGVD 29 (??/??/92) 1498.552  (m)         4916.50   (f) ADJ UNCH    2 0
 ES0233
 ES0233.Superseded values are not recommended for survey control.
 ES0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0233.See file dsdata.txt to determine how the superseded data were derived.
 ES0233
 ES0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD321697(NAD 83)
 ES0233_MARKER: DB = BENCH MARK DISK
 ES0233_SETTING: 66 = SET IN ROCK OUTCROP
 ES0233_SP_SET: SANDSTONE
 ES0233_STAMPING: S-141 1935
 ES0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0233+STABILITY: POSITION/ELEVATION WELL
 ES0233
 ES0233  HISTORY     - Date     Condition        Report By
 ES0233  HISTORY     - 1935     MONUMENTED       CGS
 ES0233  HISTORY     - 1956     GOOD             NGS
 ES0233
 ES0233                          STATION DESCRIPTION
 ES0233
 ES0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0233'3.9 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0233'3.9 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  ABOUT 600 FT N
 ES0233'OF THE BRIDGE CROSSING THE EAST CLEAR CREEK, 105 FT W OF THE ROAD, AND
 ES0233'ABOUT 4 FT ABOVE THE SURFACE OF THE ROAD.
 ES0233
 ES0233                          STATION RECOVERY (1956)
 ES0233
 ES0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0178 ***********************************************************************
 ES0178  DESIGNATION -  S 142
 ES0178  PID         -  ES0178
 ES0178  STATE/COUNTY-  AZ/COCONINO
 ES0178  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0178
 ES0178                         *CURRENT SURVEY CONTROL
 ES0178  ___________________________________________________________________
 ES0178* NAD 83(1986)-  34 26 54.     (N)    110 57 41.     (W)     SCALED    
 ES0178* NAVD 88     -      2283.577  (meters)    7492.04   (feet)  ADJUSTED  
 ES0178  ___________________________________________________________________
 ES0178  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0178  DYNAMIC HT  -        2280.158 (meters)    7480.82  (feet)  COMP
 ES0178  MODELED GRAV-     979,055.0   (mgal)                       NAVD 88
 ES0178
 ES0178  VERT ORDER  -  SECOND    CLASS 0
 ES0178
 ES0178.The horizontal coordinates were scaled from a topographic map and have
 ES0178.an estimated accuracy of +/- 6 seconds.
 ES0178
 ES0178.The orthometric height was determined by differential leveling
 ES0178.and adjusted in June 1991.
 ES0178
 ES0178.The geoid height was determined by GEOID03.
 ES0178
 ES0178.The dynamic height is computed by dividing the NAVD 88
 ES0178.geopotential number by the normal gravity value computed on the
 ES0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0178.degrees latitude (g = 980.6199 gals.).
 ES0178
 ES0178.The modeled gravity was interpolated from observed gravity values.
 ES0178
 ES0178;                    North         East    Units  Estimated Accuracy
 ES0178;SPC AZ C     -   382,800.      301,140.      MT  (+/- 180 meters Scaled)
 ES0178
 ES0178                          SUPERSEDED SURVEY CONTROL
 ES0178
 ES0178  NGVD 29 (??/??/92) 2282.548  (m)         7488.66   (f) ADJ UNCH    2 0
 ES0178
 ES0178.Superseded values are not recommended for survey control.
 ES0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0178.See file dsdata.txt to determine how the superseded data were derived.
 ES0178
 ES0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD035118(NAD 83)
 ES0178_MARKER: DB = BENCH MARK DISK
 ES0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0178_STAMPING: S-142 1935
 ES0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0178+STABILITY: SURFACE MOTION
 ES0178
 ES0178  HISTORY     - Date     Condition        Report By
 ES0178  HISTORY     - 1935     MONUMENTED       CGS
 ES0178
 ES0178                          STATION DESCRIPTION
 ES0178
 ES0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0178'49.6 MI SW FROM WINSLOW.
 ES0178'5.4 MI N ALONG ROAD TO WINSLOW.  49.6 MI S.W. OF WINSLOW (UNION OIL
 ES0178'CO. PLANT) IN A CLEARING ABOUT 120 FT X 90 FT AMONG THE PINE TREES,
 ES0178'AND 30 FEET SW OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0208 ***********************************************************************
 DU0208  DESIGNATION -  S 145
 DU0208  PID         -  DU0208
 DU0208  STATE/COUNTY-  AZ/GRAHAM
 DU0208  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0208
 DU0208                         *CURRENT SURVEY CONTROL
 DU0208  ___________________________________________________________________
 DU0208* NAD 83(1986)-  33 19 23.     (N)    110 02 26.     (W)     SCALED    
 DU0208* NAVD 88     -      1512.126  (meters)    4961.03   (feet)  ADJUSTED  
 DU0208  ___________________________________________________________________
 DU0208  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DU0208  DYNAMIC HT  -        1509.915 (meters)    4953.78  (feet)  COMP
 DU0208  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 DU0208
 DU0208  VERT ORDER  -  SECOND    CLASS 0
 DU0208
 DU0208.The horizontal coordinates were scaled from a topographic map and have
 DU0208.an estimated accuracy of +/- 6 seconds.
 DU0208
 DU0208.The orthometric height was determined by differential leveling
 DU0208.and adjusted in June 1991.
 DU0208
 DU0208.The geoid height was determined by GEOID03.
 DU0208
 DU0208.The dynamic height is computed by dividing the NAVD 88
 DU0208.geopotential number by the normal gravity value computed on the
 DU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0208.degrees latitude (g = 980.6199 gals.).
 DU0208
 DU0208.The modeled gravity was interpolated from observed gravity values.
 DU0208
 DU0208;                    North         East    Units  Estimated Accuracy
 DU0208;SPC AZ E     -   257,580.      225,100.      MT  (+/- 180 meters Scaled)
 DU0208
 DU0208                          SUPERSEDED SURVEY CONTROL
 DU0208
 DU0208  NGVD 29 (??/??/92) 1511.409  (m)         4958.68   (f) ADJ UNCH    2 0
 DU0208
 DU0208.Superseded values are not recommended for survey control.
 DU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0208.See file dsdata.txt to determine how the superseded data were derived.
 DU0208
 DU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB893875(NAD 83)
 DU0208_MARKER: DB = BENCH MARK DISK
 DU0208_SETTING: 80 = SET IN A BOULDER
 DU0208_SP_SET: BOULDER
 DU0208_STAMPING: S 145 1935
 DU0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0208+STABILITY: SURFACE MOTION
 DU0208
 DU0208  HISTORY     - Date     Condition        Report By
 DU0208  HISTORY     - 1935     MONUMENTED       CGS
 DU0208  HISTORY     - 1952     GOOD             NGS
 DU0208
 DU0208                          STATION DESCRIPTION
 DU0208
 DU0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0208'5.1 MI S FROM ASH CREEK RANCH.
 DU0208'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0208'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0208'0.3 MILE SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, THENCE 2.4 MILES
 DU0208'SOUTHEAST ALONG THE OLD ARSENIC TUBS ROAD, AT THE SOUTH END OF A LAKE,
 DU0208'ABOUT 125 YARDS SOUTHWEST OF THE SOUTHEAST END OF A LAKE, 63.5 FEET
 DU0208'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A ROCK
 DU0208'CAIRN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A 3 FOOT
 DU0208'BOULDER OF THE NORTH GROUP OF OUTCROPPING BOULDERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0147 ***********************************************************************
 ES0147  DESIGNATION -  S 146
 ES0147  PID         -  ES0147
 ES0147  STATE/COUNTY-  AZ/NAVAJO
 ES0147  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0147
 ES0147                         *CURRENT SURVEY CONTROL
 ES0147  ___________________________________________________________________
 ES0147* NAD 83(1986)-  34 03 29.     (N)    110 12 36.     (W)     SCALED    
 ES0147* NAVD 88     -      1710.530  (meters)    5611.96   (feet)  ADJUSTED  
 ES0147  ___________________________________________________________________
 ES0147  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES0147  DYNAMIC HT  -        1708.052 (meters)    5603.83  (feet)  COMP
 ES0147  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 ES0147
 ES0147  VERT ORDER  -  SECOND    CLASS 0
 ES0147
 ES0147.The horizontal coordinates were scaled from a topographic map and have
 ES0147.an estimated accuracy of +/- 6 seconds.
 ES0147
 ES0147.The orthometric height was determined by differential leveling
 ES0147.and adjusted in June 1991.
 ES0147
 ES0147.The geoid height was determined by GEOID03.
 ES0147
 ES0147.The dynamic height is computed by dividing the NAVD 88
 ES0147.geopotential number by the normal gravity value computed on the
 ES0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0147.degrees latitude (g = 980.6199 gals.).
 ES0147
 ES0147.The modeled gravity was interpolated from observed gravity values.
 ES0147
 ES0147;                    North         East    Units  Estimated Accuracy
 ES0147;SPC AZ E     -   339,090.      209,360.      MT  (+/- 180 meters Scaled)
 ES0147
 ES0147                          SUPERSEDED SURVEY CONTROL
 ES0147
 ES0147  NGVD 29 (??/??/92) 1709.715  (m)         5609.29   (f) ADJ UNCH    2 0
 ES0147
 ES0147.Superseded values are not recommended for survey control.
 ES0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0147.See file dsdata.txt to determine how the superseded data were derived.
 ES0147
 ES0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC729688(NAD 83)
 ES0147_MARKER: DB = BENCH MARK DISK
 ES0147_SETTING: 80 = SET IN A BOULDER
 ES0147_SP_SET: BOULDER
 ES0147_STAMPING: S 146 1960
 ES0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0147+STABILITY: SURFACE MOTION
 ES0147
 ES0147  HISTORY     - Date     Condition        Report By
 ES0147  HISTORY     - 1960     MONUMENTED       CGS
 ES0147  HISTORY     - 19960919 GOOD             USPSQD
 ES0147
 ES0147                          STATION DESCRIPTION
 ES0147
 ES0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0147'18.55 MI SW FROM SHOW LOW.
 ES0147'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0147'SHOW LOW, THENCE 18.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0147'HIGHWAY 77, SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS 1 FOOT,
 ES0147'114 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 117 FEET
 ES0147'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CEDAR CANYON BRIDGE, 15 FEET
 ES0147'SOUTHEAST OF A FENCE, AND ABOUT 4 FEET ABOVE THE HIGHWAY.
 ES0147
 ES0147                          STATION RECOVERY (1996)
 ES0147
 ES0147'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0047 ***********************************************************************
 DU0047  DESIGNATION -  S 147
 DU0047  PID         -  DU0047
 DU0047  STATE/COUNTY-  AZ/GILA
 DU0047  USGS QUAD   -  CARRIZO (1978)
 DU0047
 DU0047                         *CURRENT SURVEY CONTROL
 DU0047  ___________________________________________________________________
 DU0047* NAD 83(1986)-  33 55 46.     (N)    110 21 27.     (W)     SCALED    
 DU0047* NAVD 88     -      1777.224  (meters)    5830.78   (feet)  ADJUSTED  
 DU0047  ___________________________________________________________________
 DU0047  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 DU0047  DYNAMIC HT  -        1774.687 (meters)    5822.45  (feet)  COMP
 DU0047  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 DU0047
 DU0047  VERT ORDER  -  SECOND    CLASS 0
 DU0047
 DU0047.The horizontal coordinates were scaled from a topographic map and have
 DU0047.an estimated accuracy of +/- 6 seconds.
 DU0047
 DU0047.The orthometric height was determined by differential leveling
 DU0047.and adjusted in June 1991.
 DU0047
 DU0047.The geoid height was determined by GEOID03.
 DU0047
 DU0047.The dynamic height is computed by dividing the NAVD 88
 DU0047.geopotential number by the normal gravity value computed on the
 DU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0047.degrees latitude (g = 980.6199 gals.).
 DU0047
 DU0047.The modeled gravity was interpolated from observed gravity values.
 DU0047
 DU0047;                    North         East    Units  Estimated Accuracy
 DU0047;SPC AZ E     -   324,850.      195,720.      MT  (+/- 180 meters Scaled)
 DU0047
 DU0047                          SUPERSEDED SURVEY CONTROL
 DU0047
 DU0047  NGVD 29 (??/??/92) 1776.482  (m)         5828.34   (f) ADJ UNCH    2 0
 DU0047
 DU0047.Superseded values are not recommended for survey control.
 DU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0047.See file dsdata.txt to determine how the superseded data were derived.
 DU0047
 DU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC593545(NAD 83)
 DU0047_MARKER: DB = BENCH MARK DISK
 DU0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0047_STAMPING: S 147 1960
 DU0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0047+STABILITY: SURFACE MOTION
 DU0047
 DU0047  HISTORY     - Date     Condition        Report By
 DU0047  HISTORY     - 1960     MONUMENTED       CGS
 DU0047  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0047
 DU0047                          STATION DESCRIPTION
 DU0047
 DU0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0047'21.6 MI NE FROM SENECA.
 DU0047'ABOUT 21.6 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0047'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, AT
 DU0047'THE NORTHEAST END OF A CURVE IN THE HIGHWAY, 98 FEET NORTHWEST OF THE
 DU0047'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE, 1.4 FEET
 DU0047'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 DU0047'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DU0047
 DU0047                          STATION RECOVERY (1979)
 DU0047
 DU0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0047'NOTE=AREA DESCRIBED IS NOW A PAVED HIGHWAY REST AREA AND MARK IS
 DU0047'BELIEVED TO BE UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0170 ***********************************************************************
 DU0170  DESIGNATION -  S 149
 DU0170  PID         -  DU0170
 DU0170  STATE/COUNTY-  AZ/GRAHAM
 DU0170  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0170
 DU0170                         *CURRENT SURVEY CONTROL
 DU0170  ___________________________________________________________________
 DU0170* NAD 83(1986)-  33 21 25.     (N)    110 00 29.     (W)     SCALED    
 DU0170* NAVD 88     -      1469.016  (meters)    4819.60   (feet)  ADJUSTED  
 DU0170  ___________________________________________________________________
 DU0170  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 DU0170  DYNAMIC HT  -        1466.879 (meters)    4812.59  (feet)  COMP
 DU0170  MODELED GRAV-     979,130.6   (mgal)                       NAVD 88
 DU0170
 DU0170  VERT ORDER  -  SECOND    CLASS 0
 DU0170
 DU0170.The horizontal coordinates were scaled from a topographic map and have
 DU0170.an estimated accuracy of +/- 6 seconds.
 DU0170
 DU0170.The orthometric height was determined by differential leveling
 DU0170.and adjusted in June 1991.
 DU0170
 DU0170.The geoid height was determined by GEOID03.
 DU0170
 DU0170.The dynamic height is computed by dividing the NAVD 88
 DU0170.geopotential number by the normal gravity value computed on the
 DU0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0170.degrees latitude (g = 980.6199 gals.).
 DU0170
 DU0170.The modeled gravity was interpolated from observed gravity values.
 DU0170
 DU0170;                    North         East    Units  Estimated Accuracy
 DU0170;SPC AZ E     -   261,350.      228,120.      MT  (+/- 180 meters Scaled)
 DU0170
 DU0170                          SUPERSEDED SURVEY CONTROL
 DU0170
 DU0170  NGVD 29 (??/??/92) 1468.310  (m)         4817.28   (f) ADJ UNCH    2 0
 DU0170
 DU0170.Superseded values are not recommended for survey control.
 DU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0170.See file dsdata.txt to determine how the superseded data were derived.
 DU0170
 DU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB922912(NAD 83)
 DU0170_MARKER: DB = BENCH MARK DISK
 DU0170_SETTING: 80 = SET IN A BOULDER
 DU0170_SP_SET: BOULDER
 DU0170_STAMPING: S 149 1935
 DU0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0170+STABILITY: SURFACE MOTION
 DU0170
 DU0170  HISTORY     - Date     Condition        Report By
 DU0170  HISTORY     - 1935     MONUMENTED       CGS
 DU0170
 DU0170                          STATION DESCRIPTION
 DU0170
 DU0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0170'1.6 MI SE FROM ASH CREEK RANCH.
 DU0170'1.6 MILES SOUTHEAST ALONG THE HAT RANCH ROAD FROM ASH CREEK RANCH,
 DU0170'GRAHAM COUNTY, 120 YARDS EAST OF THE CENTER OF A GATE, 50 FEET NORTH
 DU0170'OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A BOULDER.  A
 DU0170'STANDARD DISK, STAMPED S 149 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0100 ***********************************************************************
 DU0100  DESIGNATION -  S 15
 DU0100  PID         -  DU0100
 DU0100  STATE/COUNTY-  AZ/GRAHAM
 DU0100  USGS QUAD   -  CALVA (1989)
 DU0100
 DU0100                         *CURRENT SURVEY CONTROL
 DU0100  ___________________________________________________________________
 DU0100* NAD 83(1986)-  33 08 50.     (N)    110 07 38.     (W)     SCALED    
 DU0100* NAVD 88     -       797.837  (meters)    2617.57   (feet)  ADJUSTED  
 DU0100  ___________________________________________________________________
 DU0100  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU0100  DYNAMIC HT  -         796.754 (meters)    2614.02  (feet)  COMP
 DU0100  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 DU0100
 DU0100  VERT ORDER  -  FIRST     CLASS II
 DU0100
 DU0100.The horizontal coordinates were scaled from a topographic map and have
 DU0100.an estimated accuracy of +/- 6 seconds.
 DU0100
 DU0100.The orthometric height was determined by differential leveling
 DU0100.and adjusted in June 1991.
 DU0100.WARNING-Repeat measurements at this control monument indicate possible
 DU0100.vertical movement.
 DU0100
 DU0100.The geoid height was determined by GEOID03.
 DU0100
 DU0100.The dynamic height is computed by dividing the NAVD 88
 DU0100.geopotential number by the normal gravity value computed on the
 DU0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0100.degrees latitude (g = 980.6199 gals.).
 DU0100
 DU0100.The modeled gravity was interpolated from observed gravity values.
 DU0100
 DU0100;                    North         East    Units  Estimated Accuracy
 DU0100;SPC AZ E     -   238,080.      217,040.      MT  (+/- 180 meters Scaled)
 DU0100
 DU0100                          SUPERSEDED SURVEY CONTROL
 DU0100
 DU0100  NGVD 29 (??/??/92)  797.267  (m)         2615.70   (f) ADJ UNCH    1 2
 DU0100
 DU0100.Superseded values are not recommended for survey control.
 DU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0100.See file dsdata.txt to determine how the superseded data were derived.
 DU0100
 DU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB813679(NAD 83)
 DU0100_MARKER: DB = BENCH MARK DISK
 DU0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0100_STAMPING: 2615.700 S 15 1933
 DU0100_PROJECTION: PROJECTING 25 CENTIMETERS
 DU0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0100+STABILITY: SURFACE MOTION
 DU0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0100+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU0100
 DU0100  HISTORY     - Date     Condition        Report By
 DU0100  HISTORY     - 1933     MONUMENTED       CGS
 DU0100  HISTORY     - 1979     GOOD             NGS
 DU0100  HISTORY     - 20081009 GOOD             GEOCAC
 DU0100
 DU0100                          STATION DESCRIPTION
 DU0100
 DU0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0100'1.8 MI NW FROM BYLAS.
 DU0100'ON SOUTHERN PACIFIC RIGHT OF WAY, 1100 FEET SOUTH OF MILEPOST 1172, 45
 DU0100'FEET EAST OF RAILROAD CENTER-LINE.
 DU0100
 DU0100                          STATION RECOVERY (1979)
 DU0100
 DU0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0100'3.7 KILOMETERS (2.3 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU0100'POST OFFICE IN BYLAS, APPROXIMATELY 135 PACES WEST OF HIGHWAY MILE
 DU0100'POST 294, ON THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY, 14.4 METERS
 DU0100'(47.5 FEET) EAST OF THE EAST RAIL OF THE TRACKS AND 4.3 METERS (14
 DU0100'FEET) SOUTH OF A SOUTHWEST CORNER FENCE POST.
 DU0100'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DU0100
 DU0100                          STATION RECOVERY (2008)
 DU0100
 DU0100'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0100'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU0100'08.831' W110  07.644'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0065 ***********************************************************************
 DU0065  DESIGNATION -  S 150
 DU0065  PID         -  DU0065
 DU0065  STATE/COUNTY-  AZ/GILA
 DU0065  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0065
 DU0065                         *CURRENT SURVEY CONTROL
 DU0065  ___________________________________________________________________
 DU0065* NAD 83(1986)-  33 31 34.     (N)    110 10 50.     (W)     SCALED    
 DU0065* NAVD 88     -      1492.503  (meters)    4896.65   (feet)  ADJUSTED  
 DU0065  ___________________________________________________________________
 DU0065  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DU0065  DYNAMIC HT  -        1490.357 (meters)    4889.61  (feet)  COMP
 DU0065  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 DU0065
 DU0065  VERT ORDER  -  SECOND    CLASS 0
 DU0065
 DU0065.The horizontal coordinates were scaled from a topographic map and have
 DU0065.an estimated accuracy of +/- 6 seconds.
 DU0065
 DU0065.The orthometric height was determined by differential leveling
 DU0065.and adjusted in June 1991.
 DU0065
 DU0065.The geoid height was determined by GEOID03.
 DU0065
 DU0065.The dynamic height is computed by dividing the NAVD 88
 DU0065.geopotential number by the normal gravity value computed on the
 DU0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0065.degrees latitude (g = 980.6199 gals.).
 DU0065
 DU0065.The modeled gravity was interpolated from observed gravity values.
 DU0065
 DU0065;                    North         East    Units  Estimated Accuracy
 DU0065;SPC AZ E     -   280,100.      212,070.      MT  (+/- 180 meters Scaled)
 DU0065
 DU0065                          SUPERSEDED SURVEY CONTROL
 DU0065
 DU0065  NGVD 29 (??/??/92) 1491.816  (m)         4894.40   (f) ADJ UNCH    2 0
 DU0065
 DU0065.Superseded values are not recommended for survey control.
 DU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0065.See file dsdata.txt to determine how the superseded data were derived.
 DU0065
 DU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC760099(NAD 83)
 DU0065_MARKER: DB = BENCH MARK DISK
 DU0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0065_STAMPING: S 150 1935
 DU0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0065+STABILITY: SURFACE MOTION
 DU0065
 DU0065  HISTORY     - Date     Condition        Report By
 DU0065  HISTORY     - 1935     MONUMENTED       CGS
 DU0065  HISTORY     - 1967     GOOD             DOD
 DU0065
 DU0065                          STATION DESCRIPTION
 DU0065
 DU0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0065'3.9 MI NW FROM WARM SPRING.
 DU0065'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0065'COUNTY, 5.8 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, 80 FEET
 DU0065'NORTHWEST OF A CORRAL AT THE EAST SIDE OF THE ROAD, 36 FEET EAST OF
 DU0065'THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF A FENCE CORNER, AND 3
 DU0065'FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED S 150 1935 AND SET
 DU0065'IN THE TOP OF A CONCRETE POST.
 DU0065
 DU0065                          STATION RECOVERY (1967)
 DU0065
 DU0065'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DU0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0407 ***********************************************************************
 DT0407  DESIGNATION -  S 153
 DT0407  PID         -  DT0407
 DT0407  STATE/COUNTY-  AZ/GRAHAM
 DT0407  USGS QUAD   -  MARKHAM CREEK (1989)
 DT0407
 DT0407                         *CURRENT SURVEY CONTROL
 DT0407  ___________________________________________________________________
 DT0407* NAD 83(1986)-  33 00 04.     (N)    109 45 55.     (W)     SCALED    
 DT0407* NAVD 88     -      1174.693  (meters)    3853.97   (feet)  ADJUSTED  
 DT0407  ___________________________________________________________________
 DT0407  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DT0407  DYNAMIC HT  -        1173.021 (meters)    3848.49  (feet)  COMP
 DT0407  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 DT0407
 DT0407  VERT ORDER  -  SECOND    CLASS 0
 DT0407
 DT0407.The horizontal coordinates were scaled from a topographic map and have
 DT0407.an estimated accuracy of +/- 6 seconds.
 DT0407
 DT0407.The orthometric height was determined by differential leveling
 DT0407.and adjusted in June 1991.
 DT0407
 DT0407.The geoid height was determined by GEOID03.
 DT0407
 DT0407.The dynamic height is computed by dividing the NAVD 88
 DT0407.geopotential number by the normal gravity value computed on the
 DT0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0407.degrees latitude (g = 980.6199 gals.).
 DT0407
 DT0407.The modeled gravity was interpolated from observed gravity values.
 DT0407
 DT0407;                    North         East    Units  Estimated Accuracy
 DT0407;SPC AZ E     -   221,950.      250,870.      MT  (+/- 180 meters Scaled)
 DT0407
 DT0407                          SUPERSEDED SURVEY CONTROL
 DT0407
 DT0407  NGVD 29 (??/??/92) 1174.050  (m)         3851.86   (f) ADJ UNCH    2 0
 DT0407
 DT0407.Superseded values are not recommended for survey control.
 DT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0407.See file dsdata.txt to determine how the superseded data were derived.
 DT0407
 DT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB153520(NAD 83)
 DT0407_MARKER: DB = BENCH MARK DISK
 DT0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0407_STAMPING: S 153 1935
 DT0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0407+STABILITY: SURFACE MOTION
 DT0407
 DT0407  HISTORY     - Date     Condition        Report By
 DT0407  HISTORY     - 1935     MONUMENTED       CGS
 DT0407
 DT0407                          STATION DESCRIPTION
 DT0407
 DT0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0407'8.9 MI N FROM PIMA.
 DT0407'8.9 MI. N ALONG ROAD TO HAT RANCH.  1.5 MI. N OF G. L. O. SECTION
 DT0407'CORNER MARK (IRON PIPE WITH TABLET) STAMPED S-21 - S-22, 1914 0.2 MI.
 DT0407'S. OF DIM SIDE ROAD W AND 60 FT. W OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0449 ***********************************************************************
 ES0449  DESIGNATION -  S 155
 ES0449  PID         -  ES0449
 ES0449  STATE/COUNTY-  AZ/YAVAPAI
 ES0449  USGS QUAD   -  BLOODY BASIN (1967)
 ES0449
 ES0449                         *CURRENT SURVEY CONTROL
 ES0449  ___________________________________________________________________
 ES0449* NAD 83(1986)-  34 08 27.     (N)    111 47 00.     (W)     SCALED    
 ES0449* NAVD 88     -       854.72   (+/-2cm)    2804.2    (feet)  VERTCON   
 ES0449  ___________________________________________________________________
 ES0449  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 ES0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0449
 ES0449.The horizontal coordinates were scaled from a topographic map and have
 ES0449.an estimated accuracy of +/- 6 seconds.
 ES0449
 ES0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0449.The vertical order pertains to the NGVD 29 superseded value.
 ES0449
 ES0449.The geoid height was determined by GEOID03.
 ES0449
 ES0449;                    North         East    Units  Estimated Accuracy
 ES0449;SPC AZ C     -   348,280.      225,660.      MT  (+/- 180 meters Scaled)
 ES0449
 ES0449                          SUPERSEDED SURVEY CONTROL
 ES0449
 ES0449  NGVD 29 (??/??/92)  854.043  (m)         2801.97   (f) ADJ UNCH    2 0
 ES0449
 ES0449.Superseded values are not recommended for survey control.
 ES0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0449.See file dsdata.txt to determine how the superseded data were derived.
 ES0449
 ES0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC277780(NAD 83)
 ES0449_MARKER: DB = BENCH MARK DISK
 ES0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0449_STAMPING: S 155 1935
 ES0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0449+STABILITY: SURFACE MOTION
 ES0449
 ES0449  HISTORY     - Date     Condition        Report By
 ES0449  HISTORY     - 1935     MONUMENTED       CGS
 ES0449  HISTORY     - 1952     GOOD             NGS
 ES0449  HISTORY     - 20070811 MARK NOT FOUND   GEOCAC
 ES0449
 ES0449                          STATION DESCRIPTION
 ES0449
 ES0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0449'32.9 MI SE FROM CORDES.
 ES0449'32.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0449'CORDES, 0.15 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTH TO
 ES0449'DUGAN RANCH, IN THE SADDLE OF TWO SMALL RISES, ON THE SOUTHWEST SLOPE
 ES0449'OF A LARGE CLEARING, 75 FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT
 ES0449'2 1/2 FEET HIGHER THAN THE ROAD, 42.5 FEET WEST OF A 1-FOOT TREE, 2.7
 ES0449'FEET SOUTHEAST OF A WITNESS POST, ANF SET IN THE TOP OF A CONCRETE
 ES0449'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 ES0449
 ES0449                          STATION RECOVERY (2007)
 ES0449
 ES0449'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0449'THE CONCRETE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND NO DISK
 ES0449'PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0231 ***********************************************************************
 DU0231  DESIGNATION -  S 16
 DU0231  PID         -  DU0231
 DU0231  STATE/COUNTY-  AZ/GILA
 DU0231  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU0231
 DU0231                         *CURRENT SURVEY CONTROL
 DU0231  ___________________________________________________________________
 DU0231* NAD 83(1986)-  33 22 35.     (N)    110 44 40.     (W)     SCALED    
 DU0231* NAVD 88     -      1121.408  (meters)    3679.15   (feet)  ADJUSTED  
 DU0231  ___________________________________________________________________
 DU0231  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU0231  DYNAMIC HT  -        1119.880 (meters)    3674.14  (feet)  COMP
 DU0231  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 DU0231
 DU0231  VERT ORDER  -  FIRST     CLASS II
 DU0231
 DU0231.The horizontal coordinates were scaled from a topographic map and have
 DU0231.an estimated accuracy of +/- 6 seconds.
 DU0231
 DU0231.The orthometric height was determined by differential leveling
 DU0231.and adjusted in June 1991.
 DU0231
 DU0231.The geoid height was determined by GEOID03.
 DU0231
 DU0231.The dynamic height is computed by dividing the NAVD 88
 DU0231.geopotential number by the normal gravity value computed on the
 DU0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0231.degrees latitude (g = 980.6199 gals.).
 DU0231
 DU0231.The modeled gravity was interpolated from observed gravity values.
 DU0231
 DU0231;                    North         East    Units  Estimated Accuracy
 DU0231;SPC AZ E     -   263,640.      159,600.      MT  (+/- 180 meters Scaled)
 DU0231
 DU0231                          SUPERSEDED SURVEY CONTROL
 DU0231
 DU0231  NGVD 29 (??/??/92) 1120.784  (m)         3677.11   (f) ADJ UNCH    1 2
 DU0231
 DU0231.Superseded values are not recommended for survey control.
 DU0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0231.See file dsdata.txt to determine how the superseded data were derived.
 DU0231
 DU0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB237930(NAD 83)
 DU0231_MARKER: DB = BENCH MARK DISK
 DU0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0231_SP_SET: ABUTMENT
 DU0231_STAMPING: 3677.105 S 16 1933
 DU0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0231
 DU0231  HISTORY     - Date     Condition        Report By
 DU0231  HISTORY     - 1933     MONUMENTED       CGS
 DU0231  HISTORY     - 1965     MARK NOT FOUND   USGS
 DU0231  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0231  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0231
 DU0231                          STATION DESCRIPTION
 DU0231
 DU0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0231'2.8 MI E FROM GLOBE.
 DU0231'ON SOUTHERN PACIFIC RIGHT OF WAY, ON WESTERLY ABUTMENT OF HIGHWAY
 DU0231'UNDERPASS, AT EAST END OF RAILROAD GRADE EXCAVATION, 9 FEET NORTH OF
 DU0231'RAILROAD CENTER-LINE.
 DU0231
 DU0231                          STATION RECOVERY (1965)
 DU0231
 DU0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DU0231'MARK NOT FOUND.
 DU0231
 DU0231                          STATION RECOVERY (1979)
 DU0231
 DU0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0231'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  MEASUREMENTS PLACE THIS
 DU0231'MARK IN A CONCRETE BANISTER FOR THE BRIDGE.  THE MARK IS PRESUMED
 DU0231'DESTROYED.
 DU0231
 DU0231                          STATION RECOVERY (2008)
 DU0231
 DU0231'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0231'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0231'MARK. A MASSIVE DADO HAS BEEN INSTALLED FOR THE RAILROAD OVERPASS,
 DU0231'APPARENTLY COVERING OR DESTROYING THIS MARK. THERE IS AN AZHD MARK ON
 DU0231'TOP OF THE DADO STAMPED 3682.22 4/1/1959.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0293 ***********************************************************************
 CZ0293  DESIGNATION -  S 18
 CZ0293  PID         -  CZ0293
 CZ0293  STATE/COUNTY-  AZ/PINAL
 CZ0293  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ0293
 CZ0293                         *CURRENT SURVEY CONTROL
 CZ0293  ___________________________________________________________________
 CZ0293* NAD 83(1986)-  32 46 22.     (N)    110 39 40.     (W)     SCALED    
 CZ0293* NAVD 88     -       701.01   (+/-2cm)    2299.9    (feet)  VERTCON   
 CZ0293  ___________________________________________________________________
 CZ0293  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CZ0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0293
 CZ0293.The horizontal coordinates were scaled from a topographic map and have
 CZ0293.an estimated accuracy of +/- 6 seconds.
 CZ0293
 CZ0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0293.The vertical order pertains to the NGVD 29 superseded value.
 CZ0293
 CZ0293.The geoid height was determined by GEOID03.
 CZ0293
 CZ0293;                    North         East    Units  Estimated Accuracy
 CZ0293;SPC AZ C     -   197,250.      330,990.      MT  (+/- 180 meters Scaled)
 CZ0293
 CZ0293                          SUPERSEDED SURVEY CONTROL
 CZ0293
 CZ0293  NGVD 29 (??/??/92)  700.373  (m)         2297.81   (f) ADJ UNCH    2 0
 CZ0293
 CZ0293.Superseded values are not recommended for survey control.
 CZ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0293.See file dsdata.txt to determine how the superseded data were derived.
 CZ0293
 CZ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB317261(NAD 83)
 CZ0293_MARKER: DB = BENCH MARK DISK
 CZ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0293_STAMPING: 2297.889 S 18 1933
 CZ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0293+STABILITY: SURFACE MOTION
 CZ0293
 CZ0293  HISTORY     - Date     Condition        Report By
 CZ0293  HISTORY     - 1933     MONUMENTED       CGS
 CZ0293  HISTORY     - 1934     GOOD             NGS
 CZ0293
 CZ0293                          STATION DESCRIPTION
 CZ0293
 CZ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0293'3.9 MI NW FROM MAMMOTH.
 CZ0293'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0293'2.4 MILES NORTHWEST OF A BRIDGE OVER SAN PEDRO RIVER, 30 FEET SOUTH OF
 CZ0293'THE ENTRANCE TO WELLS RANCH, AND 33 FEET WEST OF THE CENTERLINE OF THE
 CZ0293'HIGHWAY.  A STANDARD DISK, STAMPED 2297.889 S 18 1933 AND SET IN THE
 CZ0293'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0131 ***********************************************************************
 CZ0131  DESIGNATION -  S 19
 CZ0131  PID         -  CZ0131
 CZ0131  STATE/COUNTY-  AZ/PIMA
 CZ0131  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0131
 CZ0131                         *CURRENT SURVEY CONTROL
 CZ0131  ___________________________________________________________________
 CZ0131* NAD 83(1986)-  32 15 52.     (N)    110 58 42.     (W)     SCALED    
 CZ0131* NAVD 88     -       709.83   (+/-2cm)    2328.8    (feet)  VERTCON   
 CZ0131  ___________________________________________________________________
 CZ0131  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0131  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0131
 CZ0131.The horizontal coordinates were scaled from a topographic map and have
 CZ0131.an estimated accuracy of +/- 6 seconds.
 CZ0131
 CZ0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0131.The vertical order pertains to the NGVD 29 superseded value.
 CZ0131
 CZ0131.The geoid height was determined by GEOID03.
 CZ0131
 CZ0131;                    North         East    Units  Estimated Accuracy
 CZ0131;SPC AZ C     -   140,580.      301,760.      MT  (+/- 180 meters Scaled)
 CZ0131
 CZ0131                          SUPERSEDED SURVEY CONTROL
 CZ0131
 CZ0131  NGVD 29 (??/??/92)  709.165  (m)         2326.65   (f) ADJ UNCH    1 2
 CZ0131
 CZ0131.Superseded values are not recommended for survey control.
 CZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0131.See file dsdata.txt to determine how the superseded data were derived.
 CZ0131
 CZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA020697(NAD 83)
 CZ0131_MARKER: DB = BENCH MARK DISK
 CZ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0131_STAMPING: 2326.938 S 19 1933
 CZ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0131+STABILITY: SURFACE MOTION
 CZ0131
 CZ0131  HISTORY     - Date     Condition        Report By
 CZ0131  HISTORY     - 1933     MONUMENTED       CGS
 CZ0131  HISTORY     - 1962     GOOD             NGS
 CZ0131  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0131
 CZ0131                          STATION DESCRIPTION
 CZ0131
 CZ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0131'3.3 MI N FROM TUCSON.
 CZ0131'3.3 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0131'BANK AT TUCSON, PIMA COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF STATE
 CZ0131'HIGHWAY 84, AT THE EAST EDGE OF EVERGREEN MASONIC CEMETERY, AT THE
 CZ0131'T-JUNCTION OF FORT LOWELL ROAD, 71 FEET SOUTHWEST OF THE CENTER OF THE
 CZ0131'JUNCTION, 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTH
 CZ0131'OF THE CENTER OF THE MAIN EAST ENTRANCE TO THE CEMETERY, IN THE FENCE
 CZ0131'LINE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A STANDARD DISK,
 CZ0131'STAMPED 2326.938 S 19 1933 AND SET IN THE TOP OF A CONCRETE POST
 CZ0131'PROJECTING 0.5 FOOT ABOVE GROUND.
 CZ0131
 CZ0131                          STATION RECOVERY (1980)
 CZ0131
 CZ0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0267 ***********************************************************************
 ES0267  DESIGNATION -  S 20
 ES0267  PID         -  ES0267
 ES0267  STATE/COUNTY-  AZ/GILA
 ES0267  USGS QUAD   -  GISELA (1972)
 ES0267
 ES0267                         *CURRENT SURVEY CONTROL
 ES0267  ___________________________________________________________________
 ES0267* NAD 83(1986)-  34 02 49.     (N)    111 18 28.     (W)     SCALED    
 ES0267* NAVD 88     -       867.143  (meters)    2844.95   (feet)  ADJUSTED  
 ES0267  ___________________________________________________________________
 ES0267  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ES0267  DYNAMIC HT  -         866.039 (meters)    2841.33  (feet)  COMP
 ES0267  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 ES0267
 ES0267  VERT ORDER  -  FIRST     CLASS II
 ES0267
 ES0267.The horizontal coordinates were scaled from a topographic map and have
 ES0267.an estimated accuracy of +/- 6 seconds.
 ES0267
 ES0267.The orthometric height was determined by differential leveling
 ES0267.and adjusted in June 1991.
 ES0267
 ES0267.The geoid height was determined by GEOID03.
 ES0267
 ES0267.The dynamic height is computed by dividing the NAVD 88
 ES0267.geopotential number by the normal gravity value computed on the
 ES0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0267.degrees latitude (g = 980.6199 gals.).
 ES0267
 ES0267.The modeled gravity was interpolated from observed gravity values.
 ES0267
 ES0267;                    North         East    Units  Estimated Accuracy
 ES0267;SPC AZ E     -   338,450.      108,010.      MT  (+/- 180 meters Scaled)
 ES0267
 ES0267                          SUPERSEDED SURVEY CONTROL
 ES0267
 ES0267  NGVD 29 (??/??/92)  866.525  (m)         2842.92   (f) ADJ UNCH    1 2
 ES0267
 ES0267.Superseded values are not recommended for survey control.
 ES0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0267.See file dsdata.txt to determine how the superseded data were derived.
 ES0267
 ES0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC715674(NAD 83)
 ES0267_MARKER: DB = BENCH MARK DISK
 ES0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0267_STAMPING: 2842.924 S 20 1933
 ES0267_MARK LOGO: CGS   
 ES0267_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0267+STABILITY: SURFACE MOTION
 ES0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0267+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0267
 ES0267  HISTORY     - Date     Condition        Report By
 ES0267  HISTORY     - 1933     MONUMENTED       CGS
 ES0267  HISTORY     - 1982     GOOD             NGS
 ES0267  HISTORY     - 20080307 GOOD             GEOCAC
 ES0267
 ES0267                          STATION DESCRIPTION
 ES0267
 ES0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ES0267'15.7 MI S FROM PAYSON.
 ES0267'15.7 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0267'OFFICE AT PAYSON, GILA COUNTY, ABOUT 3/4 MILES NORTHWEST OF A STEEL
 ES0267'BRIDGE OVER RYE CREEK, ON A FLAT RIDGE OPPOSITE A CURVE, AND 55 FEET
 ES0267'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK.  SET IN
 ES0267'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 ES0267
 ES0267                          STATION RECOVERY (1982)
 ES0267
 ES0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0267'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0267'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0267'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0267'GISELA, THENCE SOUTHEAST ALONG RYE CREEK ROAD, AT THE TOP OF A LARGE
 ES0267'FLAT RIDGE OVERLOOKING A LARGE RAVINE AND ON THE OUTSIDE OF A SHARP
 ES0267'CURVE, 1.1 KM (0.7 MI) NORTHWEST OF A STEEL BRIDGE OVER RYE CREEK,
 ES0267'23.5 METERS (77 FT) SOUTHWEST OF THE ROAD CENTERLINE, 4.0 METERS (13
 ES0267'FT) SOUTHEAST OF THE NORTHWEST EDGE OF A RAVINE.
 ES0267'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 ES0267'THE MARK IS 2.0 M BELOW THE ROAD.
 ES0267
 ES0267                          STATION RECOVERY (2008)
 ES0267
 ES0267'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0267'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0267'34 02 49.5 (N)   111 18 28.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0436 ***********************************************************************
 DU0436  DESIGNATION -  S 21
 DU0436  PID         -  DU0436
 DU0436  STATE/COUNTY-  AZ/MARICOPA
 DU0436  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0436
 DU0436                         *CURRENT SURVEY CONTROL
 DU0436  ___________________________________________________________________
 DU0436* NAD 83(1986)-  33 31 44.     (N)    111 25 18.     (W)     SCALED    
 DU0436* NAVD 88     -       513.23   (+/-2cm)    1683.8    (feet)  VERTCON   
 DU0436  ___________________________________________________________________
 DU0436  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DU0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0436
 DU0436.The horizontal coordinates were scaled from a topographic map and have
 DU0436.an estimated accuracy of +/- 6 seconds.
 DU0436
 DU0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0436.The vertical order pertains to the NGVD 29 superseded value.
 DU0436
 DU0436.The geoid height was determined by GEOID03.
 DU0436
 DU0436;                    North         East    Units  Estimated Accuracy
 DU0436;SPC AZ C     -   280,510.      259,340.      MT  (+/- 180 meters Scaled)
 DU0436
 DU0436                          SUPERSEDED SURVEY CONTROL
 DU0436
 DU0436  NGVD 29 (??/??/92)  512.622  (m)         1681.83   (f) ADJ UNCH    2 0
 DU0436
 DU0436.Superseded values are not recommended for survey control.
 DU0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0436.See file dsdata.txt to determine how the superseded data were derived.
 DU0436
 DU0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC608100(NAD 83)
 DU0436_MARKER: DB = BENCH MARK DISK
 DU0436_SETTING: 66 = SET IN ROCK OUTCROP
 DU0436_SP_SET: ROCK LEDGE
 DU0436_STAMPING: 1681.827 S 21 1933
 DU0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0436+STABILITY: POSITION/ELEVATION WELL
 DU0436
 DU0436  HISTORY     - Date     Condition        Report By
 DU0436  HISTORY     - 1933     MONUMENTED       CGS
 DU0436  HISTORY     - 1948     MARK NOT FOUND   NGS
 DU0436  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU0436
 DU0436                          STATION DESCRIPTION
 DU0436
 DU0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0436'2.7 MI W FROM TORTILLA FLAT.
 DU0436'2.7 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT TORTILLA
 DU0436'FLAT, MARICOPA COUNTY, AT MORMAN FLAT, 45 FEET SOUTHWEST OF THE
 DU0436'SOUTHWEST END OF A HIGHWAY TRESTLE OVER BOULDER CREEK, IN THE TOP OF A
 DU0436'LEDGE OF VOLCANIC ROCK, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 DU0436'STANDARD DISK, STAMPED 1681.827 S 21 1933.  NOTE-- A NEW BRIDGE WAS
 DU0436'BUILT OVER BOULDER CREEK AND THE MARK MAY POSSIBLY HAVE BEEN COVERED
 DU0436'OR DESTROYED.
 DU0436
 DU0436                          STATION RECOVERY (2008)
 DU0436
 DU0436'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0436'THE ROADWAY LEADING TO THE LOCATION OF THE TRESTLE DESCRIBED IN 1948
 DU0436'IS NOW A PICNIC AREA.
 DU0436'PREVIOUS LOCATION OF TRESTLE WAS NOT DISCERNIBLE BUT THE AREA
 DU0436'INDICATED BY COORDINATES AND
 DU0436'DESCRIPTION IS NOW A PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0801 ***********************************************************************
 DU0801  DESIGNATION -  S 22
 DU0801  PID         -  DU0801
 DU0801  STATE/COUNTY-  AZ/MARICOPA
 DU0801  USGS QUAD   -  GUADALUPE (1982)
 DU0801
 DU0801                         *CURRENT SURVEY CONTROL
 DU0801  ___________________________________________________________________
 DU0801* NAD 83(1986)-  33 20 57.     (N)    111 56 44.     (W)     SCALED    
 DU0801* NAVD 88     -       364.87   (+/-2cm)    1197.1    (feet)  VERTCON   
 DU0801  ___________________________________________________________________
 DU0801  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0801
 DU0801.The horizontal coordinates were scaled from a topographic map and have
 DU0801.an estimated accuracy of +/- 6 seconds.
 DU0801
 DU0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0801.The vertical order pertains to the NGVD 29 superseded value.
 DU0801
 DU0801.The geoid height was determined by GEOID03.
 DU0801
 DU0801;                    North         East    Units  Estimated Accuracy
 DU0801;SPC AZ C     -   260,470.      210,670.      MT  (+/- 180 meters Scaled)
 DU0801
 DU0801                          SUPERSEDED SURVEY CONTROL
 DU0801
 DU0801  NGVD 29 (??/??/92)  364.281  (m)         1195.15   (f) ADJ UNCH    2 0
 DU0801
 DU0801.Superseded values are not recommended for survey control.
 DU0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0801.See file dsdata.txt to determine how the superseded data were derived.
 DU0801
 DU0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB120903(NAD 83)
 DU0801_MARKER: DB = BENCH MARK DISK
 DU0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0801+STABILITY: SURFACE MOTION
 DU0801
 DU0801  HISTORY     - Date     Condition        Report By
 DU0801  HISTORY     - UNK      MONUMENTED       CGS
 DU0801  HISTORY     - 1933     GOOD             NGS
 DU0801  HISTORY     - 20060923 MARK NOT FOUND   GEOCAC
 DU0801  HISTORY     - 20080131 MARK NOT FOUND   GEOCAC
 DU0801
 DU0801                          STATION DESCRIPTION
 DU0801
 DU0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0801'5.6 MI S FROM TEMPE.
 DU0801'CONCRETE POST, AT SIDE OF S.P. RIGHT OF WAY, 0.25 MILES NORTH OF
 DU0801'HELENA SIDING, 60 FEET NORTHEAST OF RAILROAD CROSSING.
 DU0801
 DU0801                          STATION RECOVERY (2006)
 DU0801
 DU0801'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DU0801'THE AREA DESCRIBED, AT THE NORTHEAST CORNER OF ELLIOT AND KYRENE
 DU0801'ROADS, HAS BEEN REGRADED.
 DU0801
 DU0801                          STATION RECOVERY (2008)
 DU0801
 DU0801'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0801'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0801'MARK. THE DESCRIBED INTERSECTION HAS BEEN EXPANDED, AND THE DESCRIBED
 DU0801'LOCATION IS NOW WITHIN THE ROAD INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0958 ***********************************************************************
 DV0958  DESIGNATION -  S 24
 DV0958  PID         -  DV0958
 DV0958  STATE/COUNTY-  AZ/YAVAPAI
 DV0958  USGS QUAD   -  VULTURE PEAK (1990)
 DV0958
 DV0958                         *CURRENT SURVEY CONTROL
 DV0958  ___________________________________________________________________
 DV0958* NAD 83(1986)-  33 59 35.     (N)    112 48 32.     (W)     SCALED    
 DV0958* NAVD 88     -       698.249  (meters)    2290.84   (feet)  POSTED    
 DV0958  ___________________________________________________________________
 DV0958  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DV0958  DYNAMIC HT  -         697.400 (meters)    2288.05  (feet)  COMP
 DV0958  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 DV0958
 DV0958  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DV0958
 DV0958.The horizontal coordinates were scaled from a topographic map and have
 DV0958.an estimated accuracy of +/- 6 seconds.
 DV0958
 DV0958.The orthometric height was determined by differential leveling
 DV0958.and adjusted in November 2005.
 DV0958.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DV0958.was located on a no-check spur therefore a value was not computed.
 DV0958.No vertical observational check was made to the station.
 DV0958
 DV0958.The geoid height was determined by GEOID03.
 DV0958
 DV0958.The dynamic height is computed by dividing the NAVD 88
 DV0958.geopotential number by the normal gravity value computed on the
 DV0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0958.degrees latitude (g = 980.6199 gals.).
 DV0958
 DV0958.The modeled gravity was interpolated from observed gravity values.
 DV0958
 DV0958;                    North         East    Units  Estimated Accuracy
 DV0958;SPC AZ C     -   332,240.      130,930.      MT  (+/- 180 meters Scaled)
 DV0958
 DV0958                          SUPERSEDED SURVEY CONTROL
 DV0958
 DV0958  NGVD 29 (??/??/92)  697.657  (m)         2288.90   (f) ADJ UNCH    2 0
 DV0958
 DV0958.Superseded values are not recommended for survey control.
 DV0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0958.See file dsdata.txt to determine how the superseded data were derived.
 DV0958
 DV0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC329628(NAD 83)
 DV0958_MARKER: DB = BENCH MARK DISK
 DV0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0958_SP_SET: CULVERT
 DV0958_STAMPING: S 24 1933
 DV0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0958
 DV0958  HISTORY     - Date     Condition        Report By
 DV0958  HISTORY     - 1933     MONUMENTED       CGS
 DV0958  HISTORY     - 1939     GOOD             NGS
 DV0958
 DV0958                          STATION DESCRIPTION
 DV0958
 DV0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DV0958'IN MATTHIE JUNCTION.
 DV0958'AT MATTHIE JUNCTION, YAVAPAI COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 DV0958'FE RAILWAY, 300 FEET SOUTHEAST OF MILEPOST 135, 98 YARDS NORTHWEST OF
 DV0958'THE POINT OF THE FROG AT THE SOUTHEAST CORNER OF THE JUNCTION OF THREE
 DV0958'TRACKS, AT CULVERT A 1, IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL,
 DV0958'AND 13.8 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK,
 DV0958'STAMPED S 24 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0377 ***********************************************************************
 ET0377  DESIGNATION -  S 25
 ET0377  PID         -  ET0377
 ET0377  STATE/COUNTY-  AZ/YAVAPAI
 ET0377  USGS QUAD   -  FLORES (1969)
 ET0377
 ET0377                         *CURRENT SURVEY CONTROL
 ET0377  ___________________________________________________________________
 ET0377* NAD 83(1986)-  34 03 01.     (N)    112 49 05.     (W)     SCALED    
 ET0377* NAVD 88     -       771.913  (meters)    2532.52   (feet)  POSTED    
 ET0377  ___________________________________________________________________
 ET0377  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 ET0377  DYNAMIC HT  -         770.970 (meters)    2529.42  (feet)  COMP
 ET0377  MODELED GRAV-     979,383.4   (mgal)                       NAVD 88
 ET0377
 ET0377  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0377
 ET0377.The horizontal coordinates were scaled from a topographic map and have
 ET0377.an estimated accuracy of +/- 6 seconds.
 ET0377
 ET0377.The orthometric height was determined by differential leveling
 ET0377.and adjusted in November 2005.
 ET0377.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0377.rate of 1.1 thru 2.0 mm/km.
 ET0377
 ET0377.The geoid height was determined by GEOID03.
 ET0377
 ET0377.The dynamic height is computed by dividing the NAVD 88
 ET0377.geopotential number by the normal gravity value computed on the
 ET0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0377.degrees latitude (g = 980.6199 gals.).
 ET0377
 ET0377.The modeled gravity was interpolated from observed gravity values.
 ET0377
 ET0377;                    North         East    Units  Estimated Accuracy
 ET0377;SPC AZ C     -   338,600.      130,140.      MT  (+/- 180 meters Scaled)
 ET0377
 ET0377                          SUPERSEDED SURVEY CONTROL
 ET0377
 ET0377  NGVD 29 (??/??/92)  771.302  (m)         2530.51   (f) ADJ UNCH    2 0
 ET0377
 ET0377.Superseded values are not recommended for survey control.
 ET0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0377.See file dsdata.txt to determine how the superseded data were derived.
 ET0377
 ET0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC321692(NAD 83)
 ET0377_MARKER: DB = BENCH MARK DISK
 ET0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0377_SP_SET: CULVERT
 ET0377_STAMPING: S 25 1933
 ET0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0377+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0377
 ET0377  HISTORY     - Date     Condition        Report By
 ET0377  HISTORY     - 1933     MONUMENTED       CGS
 ET0377  HISTORY     - 20080526 GOOD             GEOCAC
 ET0377
 ET0377                          STATION DESCRIPTION
 ET0377
 ET0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0377'4.0 MI N FROM MATTHIE.
 ET0377'ON A.T. AND S.F. RIGHT OF WAY, 1.4 MILES SOUTH OF FLORES SIDING, 20
 ET0377'FEET SOUTHEAST OF MILEPOST 131, ON TOP OF WESTERLY CONCRETE HEADWALL
 ET0377'OF RAILROAD CULVERT NO. D-131.
 ET0377
 ET0377                          STATION RECOVERY (2008)
 ET0377
 ET0377'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0377'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0377'03.029' W112 49.084'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0663 ***********************************************************************
 FS0663  DESIGNATION -  S 253
 FS0663  PID         -  FS0663
 FS0663  STATE/COUNTY-  AZ/MOHAVE
 FS0663  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0663
 FS0663                         *CURRENT SURVEY CONTROL
 FS0663  ___________________________________________________________________
 FS0663* NAD 83(1986)-  35 28 39.     (N)    114 36 37.     (W)     SCALED    
 FS0663* NAVD 88     -       316.414  (meters)    1038.10   (feet)  POSTED    
 FS0663  ___________________________________________________________________
 FS0663  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FS0663  DYNAMIC HT  -         316.090 (meters)    1037.04  (feet)  COMP
 FS0663  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 FS0663
 FS0663  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0663
 FS0663.The horizontal coordinates were scaled from a topographic map and have
 FS0663.an estimated accuracy of +/- 6 seconds.
 FS0663
 FS0663.The orthometric height was determined by differential leveling
 FS0663.and adjusted by the  in 1992.
 FS0663.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0663.rate of 0.0 thru 1.0 mm/km.
 FS0663
 FS0663.The geoid height was determined by GEOID03.
 FS0663
 FS0663.The dynamic height is computed by dividing the NAVD 88
 FS0663.geopotential number by the normal gravity value computed on the
 FS0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0663.degrees latitude (g = 980.6199 gals.).
 FS0663
 FS0663.The modeled gravity was interpolated from observed gravity values.
 FS0663
 FS0663;                    North         East    Units  Estimated Accuracy
 FS0663;SPC AZ W     -   496,900.      135,290.      MT  (+/- 180 meters Scaled)
 FS0663
 FS0663                          SUPERSEDED SURVEY CONTROL
 FS0663
 FS0663  NGVD 29 (??/??/92)  315.704  (m)         1035.77   (f) ADJ UNCH    1 2
 FS0663
 FS0663.Superseded values are not recommended for survey control.
 FS0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0663.See file dsdata.txt to determine how the superseded data were derived.
 FS0663
 FS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV168286(NAD 83)
 FS0663_MARKER: DB = BENCH MARK DISK
 FS0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0663_STAMPING: S 253 1940
 FS0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0663+STABILITY: SURFACE MOTION
 FS0663
 FS0663  HISTORY     - Date     Condition        Report By
 FS0663  HISTORY     - 1940     MONUMENTED       CGS
 FS0663  HISTORY     - 1950     GOOD             NGS
 FS0663
 FS0663                          STATION DESCRIPTION
 FS0663
 FS0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0663'24.9 MI W FROM GRASSHOPPER JUNCTION.
 FS0663'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0663'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.5 MILES WEST
 FS0663'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.3
 FS0663'MILE NORTHEAST OF THE NORTHEAST END OF A PROMINENT GRAVEL RIDGE
 FS0663'ABOUT 250 YARDS LONG, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 FS0663'ROAD, 2.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 FS0663'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0663'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0476 ***********************************************************************
 FS0476  DESIGNATION -  S 254
 FS0476  PID         -  FS0476
 FS0476  STATE/COUNTY-  AZ/MOHAVE
 FS0476  USGS QUAD   -  MT TIPTON NW (1980)
 FS0476
 FS0476                         *CURRENT SURVEY CONTROL
 FS0476  ___________________________________________________________________
 FS0476* NAD 83(1986)-  35 38 55.     (N)    114 13 29.     (W)     SCALED    
 FS0476* NAVD 88     -      1079.551  (meters)    3541.83   (feet)  POSTED    
 FS0476  ___________________________________________________________________
 FS0476  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FS0476  DYNAMIC HT  -        1078.310 (meters)    3537.76  (feet)  COMP
 FS0476  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 FS0476
 FS0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0476
 FS0476.The horizontal coordinates were scaled from a topographic map and have
 FS0476.an estimated accuracy of +/- 6 seconds.
 FS0476
 FS0476.The orthometric height was determined by differential leveling
 FS0476.and adjusted by the  in 1992.
 FS0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0476.rate of 0.0 thru 1.0 mm/km.
 FS0476
 FS0476.The geoid height was determined by GEOID03.
 FS0476
 FS0476.The dynamic height is computed by dividing the NAVD 88
 FS0476.geopotential number by the normal gravity value computed on the
 FS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0476.degrees latitude (g = 980.6199 gals.).
 FS0476
 FS0476.The modeled gravity was interpolated from observed gravity values.
 FS0476
 FS0476;                    North         East    Units  Estimated Accuracy
 FS0476;SPC AZ W     -   515,650.      170,370.      MT  (+/- 180 meters Scaled)
 FS0476
 FS0476                          SUPERSEDED SURVEY CONTROL
 FS0476
 FS0476  NGVD 29 (??/??/92) 1078.760  (m)         3539.23   (f) ADJ UNCH    1 1
 FS0476
 FS0476.Superseded values are not recommended for survey control.
 FS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0476.See file dsdata.txt to determine how the superseded data were derived.
 FS0476
 FS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV512485(NAD 83)
 FS0476_MARKER: DB = BENCH MARK DISK
 FS0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0476_STAMPING: S 254 1941
 FS0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0476+STABILITY: SURFACE MOTION
 FS0476
 FS0476  HISTORY     - Date     Condition        Report By
 FS0476  HISTORY     - 1941     MONUMENTED       CGS
 FS0476  HISTORY     - 1950     GOOD             NGS
 FS0476  HISTORY     - 1970     GOOD             USGS
 FS0476
 FS0476                          STATION DESCRIPTION
 FS0476
 FS0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0476'22.4 MI N FROM GRASSHOPPER JUNCTION.
 FS0476'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0476'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 11.4 MILES
 FS0476'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.15 MILE
 FS0476'NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, IN
 FS0476'A SMALL CLEARING, ABOUT 40 YARDS SOUTH OF AND ACROSS THE ROAD
 FS0476'FROM THE CENTER LINE OF A DIM TRACK ROAD LEADING NORTHWEST, 81
 FS0476'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.4 FEET NORTHWEST
 FS0476'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 FS0476'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 FS0476
 FS0476                          STATION RECOVERY (1970)
 FS0476
 FS0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0556 ***********************************************************************
 ET0556  DESIGNATION -  S 255
 ET0556  PID         -  ET0556
 ET0556  STATE/COUNTY-  AZ/YAVAPAI
 ET0556  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0556
 ET0556                         *CURRENT SURVEY CONTROL
 ET0556  ___________________________________________________________________
 ET0556* NAD 83(1986)-  34 53 33.     (N)    112 35 09.     (W)     SCALED    
 ET0556* NAVD 88     -      1352.914  (meters)    4438.69   (feet)  POSTED    
 ET0556  ___________________________________________________________________
 ET0556  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 ET0556  DYNAMIC HT  -        1351.150 (meters)    4432.90  (feet)  COMP
 ET0556  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 ET0556
 ET0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0556
 ET0556.The horizontal coordinates were scaled from a topographic map and have
 ET0556.an estimated accuracy of +/- 6 seconds.
 ET0556
 ET0556.The orthometric height was determined by differential leveling
 ET0556.and adjusted in November 2005.
 ET0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0556.rate of 0.0 thru 1.0 mm/km.
 ET0556
 ET0556.The geoid height was determined by GEOID03.
 ET0556
 ET0556.The dynamic height is computed by dividing the NAVD 88
 ET0556.geopotential number by the normal gravity value computed on the
 ET0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0556.degrees latitude (g = 980.6199 gals.).
 ET0556
 ET0556.The modeled gravity was interpolated from observed gravity values.
 ET0556
 ET0556;                    North         East    Units  Estimated Accuracy
 ET0556;SPC AZ C     -   431,850.      152,200.      MT  (+/- 180 meters Scaled)
 ET0556
 ET0556                          SUPERSEDED SURVEY CONTROL
 ET0556
 ET0556  NGVD 29 (??/??/92) 1352.130  (m)         4436.11   (f) ADJ UNCH    2 0
 ET0556
 ET0556.Superseded values are not recommended for survey control.
 ET0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0556.See file dsdata.txt to determine how the superseded data were derived.
 ET0556
 ET0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD550622(NAD 83)
 ET0556_MARKER: DB = BENCH MARK DISK
 ET0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0556_STAMPING: S 255 1941
 ET0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0556+STABILITY: SURFACE MOTION
 ET0556
 ET0556  HISTORY     - Date     Condition        Report By
 ET0556  HISTORY     - 1941     MONUMENTED       CGS
 ET0556  HISTORY     - 1974     GOOD             USGS
 ET0556
 ET0556                          STATION DESCRIPTION
 ET0556
 ET0556'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0556'7.6 MI NW FROM PAULDEN.
 ET0556'0.5 MI N ALONG US HWY 89 FROM P.O. AT PAULDEN, THENCE 0.7 MI WEST
 ET0556'ALONG COUNTY ROAD TO ROAD FORK, THENCE 3.5 MI W ALONG ROAD PARALLEL TO
 ET0556'THE A.T. AND S.F. RY TO CATTLE GUARD, THENCE 1.0 MI NW ALONG MAIN ROAD
 ET0556'TO ROAD FORK, THENCE 1.5 MI W ALONG ROAD TO ROAD FORK, THENCE 0.4 MI
 ET0556'SW ALONG MAIN ROAD TO POINT ON ROAD ADJACENT TO A SHARP CURVE OF THE
 ET0556'WILLIAMSON VALLEY WASH.  150 FT NW OF THE NW BANK OF THE WILLIAMSON
 ET0556'VALLEY WASH, 38 FT NW (NORMAL) OF THE CENTER LINE OF THE ROAD AND
 ET0556'ABOUT 0.4 FT HIGHER THAN THE ROAD.  A STANDARD USC AND GS DISK STAMPED
 ET0556'S 255 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT
 ET0556'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0565 ***********************************************************************
 ET0565  DESIGNATION -  S 256
 ET0565  PID         -  ET0565
 ET0565  STATE/COUNTY-  AZ/YAVAPAI
 ET0565  USGS QUAD   -  INDIAN PEAK (1986)
 ET0565
 ET0565                         *CURRENT SURVEY CONTROL
 ET0565  ___________________________________________________________________
 ET0565* NAD 83(1986)-  34 54 53.     (N)    112 47 47.     (W)     SCALED    
 ET0565* NAVD 88     -      1573.02   (+/-2cm)    5160.8    (feet)  VERTCON   
 ET0565  ___________________________________________________________________
 ET0565  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 ET0565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0565
 ET0565.The horizontal coordinates were scaled from a topographic map and have
 ET0565.an estimated accuracy of +/- 6 seconds.
 ET0565
 ET0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0565.The vertical order pertains to the NGVD 29 superseded value.
 ET0565
 ET0565.The geoid height was determined by GEOID03.
 ET0565
 ET0565;                    North         East    Units  Estimated Accuracy
 ET0565;SPC AZ C     -   434,470.      132,980.      MT  (+/- 180 meters Scaled)
 ET0565
 ET0565                          SUPERSEDED SURVEY CONTROL
 ET0565
 ET0565  NGVD 29 (??/??/92) 1572.091  (m)         5157.77   (f) ADJ UNCH    2 0
 ET0565
 ET0565.Superseded values are not recommended for survey control.
 ET0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0565.See file dsdata.txt to determine how the superseded data were derived.
 ET0565
 ET0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD358650(NAD 83)
 ET0565_MARKER: DB = BENCH MARK DISK
 ET0565_SETTING: 80 = SET IN A BOULDER
 ET0565_SP_SET: BOULDER
 ET0565_STAMPING: S 256 1941
 ET0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0565+STABILITY: SURFACE MOTION
 ET0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0565+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0565
 ET0565  HISTORY     - Date     Condition        Report By
 ET0565  HISTORY     - 1941     MONUMENTED       CGS
 ET0565  HISTORY     - 20080823 GOOD             GEOCAC
 ET0565
 ET0565                          STATION DESCRIPTION
 ET0565
 ET0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0565'3.8 MI E FROM WALNUT CREEK RANGER STA.
 ET0565'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 ET0565'2.0 MILES EAST ALONG THE ROAD TO SIMMONS, 0.5 MILE NORTHWEST OF THE
 ET0565'SUMMIT OF A HILL, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET
 ET0565'SOUTH OF TWO LARGE CEDAR STUMPS, 2.4 FEET LOWER THAN THE ROAD, AND IN
 ET0565'THE TOP OF A 2- BY 4-FOOT BOULDER.
 ET0565
 ET0565                          STATION RECOVERY (2008)
 ET0565
 ET0565'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0247 ***********************************************************************
 DB0247  DESIGNATION -  S 257
 DB0247  PID         -  DB0247
 DB0247  STATE/COUNTY-  AZ/YUMA
 DB0247  USGS QUAD   -  YUMA EAST (1994)
 DB0247
 DB0247                         *CURRENT SURVEY CONTROL
 DB0247  ___________________________________________________________________
 DB0247* NAD 83(1986)-  32 39 31.     (N)    114 35 44.     (W)     SCALED    
 DB0247* NAVD 88     -        61.84   (+/-2cm)     202.9    (feet)  VERTCON   
 DB0247  ___________________________________________________________________
 DB0247  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DB0247  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0247
 DB0247.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0247
 DB0247.The horizontal coordinates were scaled from a topographic map and have
 DB0247.an estimated accuracy of +/- 6 seconds.
 DB0247
 DB0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0247.The vertical order pertains to the NGVD 29 superseded value.
 DB0247
 DB0247.The geoid height was determined by GEOID03.
 DB0247
 DB0247;                    North         East    Units  Estimated Accuracy
 DB0247;SPC AZ W     -   184,220.      134,040.      MT  (+/- 180 meters Scaled)
 DB0247
 DB0247                          SUPERSEDED SURVEY CONTROL
 DB0247
 DB0247  NGVD 29 (??/??/??)   61.176  (m)          200.71   (f) ADJUSTED    1 2
 DB0247
 DB0247.Superseded values are not recommended for survey control.
 DB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0247.See file dsdata.txt to determine how the superseded data were derived.
 DB0247
 DB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS255159(NAD 83)
 DB0247_MARKER: DB = BENCH MARK DISK
 DB0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0247_SP_SET: TOWER CONCRETE BASE
 DB0247_STAMPING: S 257 1945
 DB0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0247
 DB0247  HISTORY     - Date     Condition        Report By
 DB0247  HISTORY     - 1945     MONUMENTED       CGS
 DB0247  HISTORY     - 19960305 MARK NOT FOUND   CHANCE
 DB0247
 DB0247                          STATION DESCRIPTION
 DB0247
 DB0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0247'AT YUMA.
 DB0247'AT YUMA COUNTY AIRPORT, YUMA COUNTY, AT THE CONTROL TOWER,
 DB0247'10.5 FEET WEST OF THE NORTHWEST EDGE OF THE STEPS LEADING TO
 DB0247'THE TOP OF THE TOWER, IN THE SOUTH CORNER OF THE CONCRETE
 DB0247'BASE OF THE WEST LEG, 0.8 FOOT SOUTH OF THE STEEL LEG, AND
 DB0247'ABOUT LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED S 257
 DB0247'1945.
 DB0247
 DB0247                          STATION RECOVERY (1996)
 DB0247
 DB0247'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DB0247'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DB0247'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0461 ***********************************************************************
 CZ0461  DESIGNATION -  S 259
 CZ0461  PID         -  CZ0461
 CZ0461  STATE/COUNTY-  AZ/PINAL
 CZ0461  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0461
 CZ0461                         *CURRENT SURVEY CONTROL
 CZ0461  ___________________________________________________________________
 CZ0461* NAD 83(1986)-  32 56 15.     (N)    111 25 19.     (W)     SCALED    
 CZ0461* NAVD 88     -       480.35   (+/-2cm)    1575.9    (feet)  VERTCON   
 CZ0461  ___________________________________________________________________
 CZ0461  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0461
 CZ0461.The horizontal coordinates were scaled from a topographic map and have
 CZ0461.an estimated accuracy of +/- 6 seconds.
 CZ0461
 CZ0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0461.The vertical order pertains to the NGVD 29 superseded value.
 CZ0461
 CZ0461.The geoid height was determined by GEOID03.
 CZ0461
 CZ0461;                    North         East    Units  Estimated Accuracy
 CZ0461;SPC AZ C     -   214,930.      259,620.      MT  (+/- 180 meters Scaled)
 CZ0461
 CZ0461                          SUPERSEDED SURVEY CONTROL
 CZ0461
 CZ0461  NGVD 29 (??/??/92)  479.877  (m)         1574.40   (f) ADJ UNCH    2 0
 CZ0461
 CZ0461.Superseded values are not recommended for survey control.
 CZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0461.See file dsdata.txt to determine how the superseded data were derived.
 CZ0461
 CZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB605444(NAD 83)
 CZ0461_MARKER: DB = BENCH MARK DISK
 CZ0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0461_SP_SET: CONCRETE BLOCK
 CZ0461_STAMPING: S 259 1945
 CZ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0461
 CZ0461  HISTORY     - Date     Condition        Report By
 CZ0461  HISTORY     - 1945     MONUMENTED       CGS
 CZ0461  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 CZ0461
 CZ0461                          STATION DESCRIPTION
 CZ0461
 CZ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0461'IN COOLIDGE A A FIELD.
 CZ0461'S 259 1945 AT COOLIDGE ARMY AIR FIELD, AT THE NORTH END OF THE
 CZ0461'NORTH-AND-SOUTH PLANE-PARKING STRIP, 76.4 FEET WEST-NORTHWEST OF THE
 CZ0461'NORTHWEST CORNER OF THE HANGAR, 2.5 FEET EAST OF THE EAST EDGE OF THE
 CZ0461'STRIP, IN THE TOP OF A CONCRETE BLOCK, AND 1 FOOT HIGHER THAN THE
 CZ0461'GROUND. A STANDARD DISK, STAMPED S 259 1945.
 CZ0461
 CZ0461                          STATION RECOVERY (2007)
 CZ0461
 CZ0461'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0461'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ0461'MARK.
 CZ0461' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH8943 ***********************************************************************
 DH8943  DESIGNATION -  S 259 RESET
 DH8943  PID         -  DH8943
 DH8943  STATE/COUNTY-  AZ/PINAL
 DH8943  USGS QUAD   -  VALLEY FARMS (1992)
 DH8943
 DH8943                         *CURRENT SURVEY CONTROL
 DH8943  ___________________________________________________________________
 DH8943* NAD 83(1986)-  32 56 15.     (N)    111 25 19.     (W)     SCALED    
 DH8943* NAVD 88     -       478.84   (+/-2cm)    1571.0    (feet)  VERTCON   
 DH8943  ___________________________________________________________________
 DH8943  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DH8943  VERT ORDER  -  THIRD (See Below)
 DH8943
 DH8943.The horizontal coordinates were scaled from a topographic map and have
 DH8943.an estimated accuracy of +/- 6 seconds.
 DH8943
 DH8943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH8943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH8943.The vertical order pertains to the NGVD 29 superseded value.
 DH8943
 DH8943.The geoid height was determined by GEOID03.
 DH8943
 DH8943;                    North         East    Units  Estimated Accuracy
 DH8943;SPC AZ C     -   214,930.      259,620.      MT  (+/- 180 meters Scaled)
 DH8943
 DH8943                          SUPERSEDED SURVEY CONTROL
 DH8943
 DH8943  NGVD 29 (03/28/06)  478.37   (m)         1569.5    (f) RESET       3  
 DH8943
 DH8943.Superseded values are not recommended for survey control.
 DH8943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8943.See file dsdata.txt to determine how the superseded data were derived.
 DH8943
 DH8943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB605444(NAD 83)
 DH8943_MARKER: DV = VERTICAL CONTROL DISK
 DH8943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8943_STAMPING: S 259 RESET 2005
 DH8943_MARK LOGO: NGS   
 DH8943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8943+STABILITY: SURFACE MOTION
 DH8943
 DH8943  HISTORY     - Date     Condition        Report By
 DH8943  HISTORY     - 2005     MONUMENTED       LOCSUR
 DH8943
 DH8943                          STATION DESCRIPTION
 DH8943
 DH8943'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (LB)
 DH8943'TO REACH THE STATION FROM THE MAIN HANGAR AT COOLIDGE MUNICIPAL
 DH8943'AIRPORT, GO NORTHWEST 480 FEET (146.3 M) FROM THE NORTHWEST CORNER OF
 DH8943'SAID MAIN HANGAR.  FOR A SECOND TIE, GO 230 FEET (70.1 M)
 DH8943'NORTH-NORTHEAST OF THE WESTERNMOST OBLIQUE ANGLE OF THE CONCRETE
 DH8943'APRON.  THE STATION IS IN THE INFIELD BETWEEN THE CONCRETE APRON AND
 DH8943'RUNWAY 5-23, APPROXIMATELY 150 FEET (45.7 M) NORTH-NORTHWEST OF THE
 DH8943'NORTHWEST EDGE OF THE APRON.  A 4 INCH DIAMETER BRONZE DISK SET IN A
 DH8943'CONCRETE POST.  DISK IS 0.1 FOOT (3.0 CM) ABOVE AVG GROUND SURFACE.
 DH8943'(REBAR EMBEDDED IN CONCETE POST TO AID IN LOCATION BENCH MARK WITH
 DH8943'METAL DETECTOR) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0352 ***********************************************************************
 ET0352  DESIGNATION -  S 26
 ET0352  PID         -  ET0352
 ET0352  STATE/COUNTY-  AZ/YAVAPAI
 ET0352  USGS QUAD   -  KIRKLAND (1969)
 ET0352
 ET0352                         *CURRENT SURVEY CONTROL
 ET0352  ___________________________________________________________________
 ET0352* NAD 83(1986)-  34 25 26.     (N)    112 42 00.     (W)     SCALED    
 ET0352* NAVD 88     -      1210.366  (meters)    3971.01   (feet)  POSTED    
 ET0352  ___________________________________________________________________
 ET0352  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 ET0352  DYNAMIC HT  -        1208.790 (meters)    3965.84  (feet)  COMP
 ET0352  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 ET0352
 ET0352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0352
 ET0352.The horizontal coordinates were scaled from a topographic map and have
 ET0352.an estimated accuracy of +/- 6 seconds.
 ET0352
 ET0352.The orthometric height was determined by differential leveling
 ET0352.and adjusted in November 2005.
 ET0352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0352.rate of 1.1 thru 2.0 mm/km.
 ET0352
 ET0352.The geoid height was determined by GEOID03.
 ET0352
 ET0352.The dynamic height is computed by dividing the NAVD 88
 ET0352.geopotential number by the normal gravity value computed on the
 ET0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0352.degrees latitude (g = 980.6199 gals.).
 ET0352
 ET0352.The modeled gravity was interpolated from observed gravity values.
 ET0352
 ET0352;                    North         East    Units  Estimated Accuracy
 ET0352;SPC AZ C     -   379,950.      141,360.      MT  (+/- 180 meters Scaled)
 ET0352
 ET0352                          SUPERSEDED SURVEY CONTROL
 ET0352
 ET0352  NGVD 29 (??/??/92) 1209.588  (m)         3968.46   (f) ADJ UNCH    1 2
 ET0352
 ET0352.Superseded values are not recommended for survey control.
 ET0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0352.See file dsdata.txt to determine how the superseded data were derived.
 ET0352
 ET0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD437104(NAD 83)
 ET0352_MARKER: DB = BENCH MARK DISK
 ET0352_SETTING: 66 = SET IN ROCK OUTCROP
 ET0352_SP_SET: GRANITE OUTCROP
 ET0352_STAMPING: S 26 1933
 ET0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0352+STABILITY: POSITION/ELEVATION WELL
 ET0352
 ET0352  HISTORY     - Date     Condition        Report By
 ET0352  HISTORY     - 1933     MONUMENTED       CGS
 ET0352  HISTORY     - 1950     GOOD             NGS
 ET0352
 ET0352                          STATION DESCRIPTION
 ET0352
 ET0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0352'0.8 MI NE FROM KIRKLAND.
 ET0352'0.8 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0352'FROM THE STATION AT KIRKLAND, 5 POLES SOUTHWEST OF MILEPOST 86, AT THE
 ET0352'NORTH END OF A ROCKY CUT, IN THE TOP OF A GRANITE OUTCROP, 161 FEET
 ET0352'SOUTH OF THE EAST END OF A WOODEN CULVERT NO. B 87, 25.9 FEET EAST OF
 ET0352'THE EAST RAIL, 4.5 FEET EAST OF A FENCE, AND ABOUT 5 FEET LOWER THAN
 ET0352'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0051 ***********************************************************************
 CZ0051  DESIGNATION -  S 260
 CZ0051  PID         -  CZ0051
 CZ0051  STATE/COUNTY-  AZ/PIMA
 CZ0051  USGS QUAD   -  TUCSON (1992)
 CZ0051
 CZ0051                         *CURRENT SURVEY CONTROL
 CZ0051  ___________________________________________________________________
 CZ0051* NAD 83(1986)-  32 10 50.     (N)    110 54 01.     (W)     SCALED    
 CZ0051* NAVD 88     -       788.63   (+/-2cm)    2587.4    (feet)  VERTCON   
 CZ0051  ___________________________________________________________________
 CZ0051  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CZ0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0051
 CZ0051.The horizontal coordinates were scaled from a topographic map and have
 CZ0051.an estimated accuracy of +/- 6 seconds.
 CZ0051
 CZ0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0051.The vertical order pertains to the NGVD 29 superseded value.
 CZ0051
 CZ0051.The geoid height was determined by GEOID03.
 CZ0051
 CZ0051;                    North         East    Units  Estimated Accuracy
 CZ0051;SPC AZ C     -   131,340.      309,210.      MT  (+/- 180 meters Scaled)
 CZ0051
 CZ0051                          SUPERSEDED SURVEY CONTROL
 CZ0051
 CZ0051  NGVD 29 (??/??/92)  788.002  (m)         2585.30   (f) ADJ UNCH    2 0
 CZ0051
 CZ0051.Superseded values are not recommended for survey control.
 CZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0051.See file dsdata.txt to determine how the superseded data were derived.
 CZ0051
 CZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA094604(NAD 83)
 CZ0051_MARKER: DB = BENCH MARK DISK
 CZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0051_STAMPING: S 260 1945
 CZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0051+STABILITY: SURFACE MOTION
 CZ0051
 CZ0051  HISTORY     - Date     Condition        Report By
 CZ0051  HISTORY     - 1945     MONUMENTED       CGS
 CZ0051
 CZ0051                          STATION DESCRIPTION
 CZ0051
 CZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0051'IN DAVIS MONTHAN FIELD.
 CZ0051'AT DAVIS-MONTHAN AFB, PIMA COUNTY, 0.6 MILE SOUTHEAST ALONG A PAVED
 CZ0051'ROAD FROM THE MAIN GATE, 200 FEET SOUTHWEST OF THE
 CZ0051'NORTHWEST-AND-SOUTHEAST TAXIWAY, 66 FEET NORTHEAST OF THE CENTERLINE
 CZ0051'OF THE NORTHEASTERNMOST PAVED ROAD, 36 FEET NORTH OF THE CENTERLINE OF
 CZ0051'A TRACK ROAD LEADING EAST TO THE TAXIWAY, AND 1.5 FEET SOUTHWEST OF A
 CZ0051'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 260 1945 AND
 CZ0051'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0158 ***********************************************************************
 CF0158  DESIGNATION -  S 261
 CF0158  PID         -  CF0158
 CF0158  STATE/COUNTY-  AZ/COCHISE
 CF0158  USGS QUAD   -  DOUGLAS NE (1978)
 CF0158
 CF0158                         *CURRENT SURVEY CONTROL
 CF0158  ___________________________________________________________________
 CF0158* NAD 83(1986)-  31 27 25.     (N)    109 35 44.     (W)     SCALED    
 CF0158* NAVD 88     -      1249.55   (+/-2cm)    4099.6    (feet)  VERTCON   
 CF0158  ___________________________________________________________________
 CF0158  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CF0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0158
 CF0158.This mark is at Bisbee Douglas Intl Airport (DUG)
 CF0158
 CF0158.The horizontal coordinates were scaled from a topographic map and have
 CF0158.an estimated accuracy of +/- 6 seconds.
 CF0158
 CF0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0158.The vertical order pertains to the NGVD 29 superseded value.
 CF0158
 CF0158.The geoid height was determined by GEOID03.
 CF0158
 CF0158;                    North         East    Units  Estimated Accuracy
 CF0158;SPC AZ E     -    50,800.      267,640.      MT  (+/- 180 meters Scaled)
 CF0158
 CF0158                          SUPERSEDED SURVEY CONTROL
 CF0158
 CF0158  NGVD 29 (??/??/92) 1248.688  (m)         4096.74   (f) ADJ UNCH    2 0
 CF0158
 CF0158.Superseded values are not recommended for survey control.
 CF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0158.See file dsdata.txt to determine how the superseded data were derived.
 CF0158
 CF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV334810(NAD 83)
 CF0158_MARKER: DB = BENCH MARK DISK
 CF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0158_STAMPING: S 261 1945
 CF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0158+STABILITY: SURFACE MOTION
 CF0158
 CF0158  HISTORY     - Date     Condition        Report By
 CF0158  HISTORY     - 1945     MONUMENTED       CGS
 CF0158  HISTORY     - 1972     GOOD             NGS
 CF0158  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0158  HISTORY     - 19960511 MARK NOT FOUND   CHANCE
 CF0158
 CF0158                          STATION DESCRIPTION
 CF0158
 CF0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CF0158'IN DOUGLAS.
 CF0158'AT THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, ABOUT 450 FEET SOUTHEAST
 CF0158'OF THE CORNER OF THE AIRPORT ADMINISTRATION BUILDING, AT THE REMAINING
 CF0158'FOUNDATION OF AN OLD HANGER, 14.2 FEET NORTHEAST OF THE SOUTHWEST
 CF0158'CORNER OF THE REMAINS OF THE FOUNDATION FOR THE HANGER DOORS, 1.7 FEET
 CF0158'SOUTH OF THE NORTHEAST CORNER OF THE HANGER DOOR FOUNDATION, IN A
 CF0158'CONCRETE MONUMENT, AND IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 CF0158
 CF0158                          STATION RECOVERY (1980)
 CF0158
 CF0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0158'SEARCHED FOR BUT NOT RECOVERED AT THIS DATE.
 CF0158
 CF0158                          STATION RECOVERY (1996)
 CF0158
 CF0158'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CF0158'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 CF0158'PERSON-HOUR.  MARK PRESUMED DESTROYED - REMAINS OF CONCRETE FOUND
 CF0158'BROKEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0506 ***********************************************************************
 FR0506  DESIGNATION -  S 262
 FR0506  PID         -  FR0506
 FR0506  STATE/COUNTY-  AZ/MOHAVE
 FR0506  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0506
 FR0506                         *CURRENT SURVEY CONTROL
 FR0506  ___________________________________________________________________
 FR0506* NAD 83(1986)-  35 15 29.     (N)    113 56 42.     (W)     SCALED    
 FR0506* NAVD 88     -      1032.490  (meters)    3387.43   (feet)  ADJUSTED  
 FR0506  ___________________________________________________________________
 FR0506  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FR0506  DYNAMIC HT  -        1031.261 (meters)    3383.40  (feet)  COMP
 FR0506  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 FR0506
 FR0506  VERT ORDER  -  FIRST     CLASS II
 FR0506
 FR0506.This mark is at Kingman Airport (IGM)
 FR0506
 FR0506.The horizontal coordinates were scaled from a topographic map and have
 FR0506.an estimated accuracy of +/- 6 seconds.
 FR0506
 FR0506.The orthometric height was determined by differential leveling
 FR0506.and adjusted in June 1991.
 FR0506
 FR0506.The geoid height was determined by GEOID03.
 FR0506
 FR0506.The dynamic height is computed by dividing the NAVD 88
 FR0506.geopotential number by the normal gravity value computed on the
 FR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0506.degrees latitude (g = 980.6199 gals.).
 FR0506
 FR0506.The modeled gravity was interpolated from observed gravity values.
 FR0506
 FR0506;                    North         East    Units  Estimated Accuracy
 FR0506;SPC AZ W     -   472,230.      195,620.      MT  (+/- 180 meters Scaled)
 FR0506
 FR0506                          SUPERSEDED SURVEY CONTROL
 FR0506
 FR0506  NGVD 29 (??/??/92) 1031.684  (m)         3384.78   (f) ADJ UNCH    1 2
 FR0506
 FR0506.Superseded values are not recommended for survey control.
 FR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0506.See file dsdata.txt to determine how the superseded data were derived.
 FR0506
 FR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE320056(NAD 83)
 FR0506_MARKER: DB = BENCH MARK DISK
 FR0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0506_STAMPING: S 262 1945
 FR0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0506+STABILITY: SURFACE MOTION
 FR0506
 FR0506  HISTORY     - Date     Condition        Report By
 FR0506  HISTORY     - 1945     MONUMENTED       CGS
 FR0506  HISTORY     - 1954     GOOD             NGS
 FR0506  HISTORY     - 1972     GOOD             NGS
 FR0506  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0506  HISTORY     - 19951215 MARK NOT FOUND   CHANCE
 FR0506
 FR0506                          STATION DESCRIPTION
 FR0506
 FR0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FR0506'IN KINGMAN AIRPORT.
 FR0506'AT KINGMAN AIRPORT, MOHAVE COUNTY, AT THE CONTROL TOWER, 32.3 FEET
 FR0506'SOUTH OF THE WEST LEG, 24.8 FEET SOUTHWEST OF THE SOUTH LEG, 15 FEET
 FR0506'NORTHEAST OF THE CENTERLINE OF A ROAD, AND 1.7 FEET NORTH OF THE
 FR0506'SOUTHWEST END OF A CONCRETE RETAINING WALL.  A STANDARD DISK, STAMPED
 FR0506'S 262 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 FR0506'ABOVE GROUND.
 FR0506
 FR0506                          STATION RECOVERY (1972)
 FR0506
 FR0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FR0506'RECOVERED IN GOOD CONDITION.
 FR0506
 FR0506                          STATION RECOVERY (1982)
 FR0506
 FR0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0506'NOT RECOVERED.
 FR0506
 FR0506                          STATION RECOVERY (1995)
 FR0506
 FR0506'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FR0506'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 0.5
 FR0506'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0741 ***********************************************************************
 DV0741  DESIGNATION -  S 263
 DV0741  PID         -  DV0741
 DV0741  STATE/COUNTY-  AZ/MARICOPA
 DV0741  USGS QUAD   -  WINTERSBURG (1984)
 DV0741
 DV0741                         *CURRENT SURVEY CONTROL
 DV0741  ___________________________________________________________________
 DV0741* NAD 83(1986)-  33 29 36.     (N)    112 49 01.     (W)     SCALED    
 DV0741* NAVD 88     -       347.287  (meters)    1139.39   (feet)  ADJUSTED  
 DV0741  ___________________________________________________________________
 DV0741  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV0741  DYNAMIC HT  -         346.882 (meters)    1138.06  (feet)  COMP
 DV0741  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 DV0741
 DV0741  VERT ORDER  -  FIRST     CLASS II
 DV0741
 DV0741.The horizontal coordinates were scaled from a topographic map and have
 DV0741.an estimated accuracy of +/- 6 seconds.
 DV0741
 DV0741.The orthometric height was determined by differential leveling
 DV0741.and adjusted in June 1991.
 DV0741
 DV0741.The geoid height was determined by GEOID03.
 DV0741
 DV0741.The dynamic height is computed by dividing the NAVD 88
 DV0741.geopotential number by the normal gravity value computed on the
 DV0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0741.degrees latitude (g = 980.6199 gals.).
 DV0741
 DV0741.The modeled gravity was interpolated from observed gravity values.
 DV0741
 DV0741;                    North         East    Units  Estimated Accuracy
 DV0741;SPC AZ C     -   276,820.      129,700.      MT  (+/- 180 meters Scaled)
 DV0741
 DV0741                          SUPERSEDED SURVEY CONTROL
 DV0741
 DV0741  NGVD 29 (??/??/92)  346.654  (m)         1137.31   (f) ADJ UNCH    1 2
 DV0741
 DV0741.Superseded values are not recommended for survey control.
 DV0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0741.See file dsdata.txt to determine how the superseded data were derived.
 DV0741
 DV0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC312074(NAD 83)
 DV0741_MARKER: DB = BENCH MARK DISK
 DV0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0741_STAMPING: S 263 1947
 DV0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0741+STABILITY: SURFACE MOTION
 DV0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0741+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0741
 DV0741  HISTORY     - Date     Condition        Report By
 DV0741  HISTORY     - 1947     MONUMENTED       CGS
 DV0741  HISTORY     - 1967     GOOD             NGS
 DV0741  HISTORY     - 1981     GOOD             NGS
 DV0741  HISTORY     - 20010420 GOOD             MCDOT
 DV0741  HISTORY     - 20080530 GOOD             GEOCAC
 DV0741
 DV0741                          STATION DESCRIPTION
 DV0741
 DV0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0741'7.1 MI E FROM TONOPAH.
 DV0741'7.1 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0741'TONOPAH, IN S 25, T 2 N, R 6 W, 0.05 MILE WEST OF THE JUNCTION OF
 DV0741'INDIAN SCHOOL ROAD AND A GRAVELED ROAD, 87 YARDS EAST OF THE CENTER
 DV0741'LINE OF A SHALLOW WASH, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DV0741'85 1/2 FEET SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE NUMBER 14,
 DV0741'3.7 FEET WEST OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DV0741'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DV0741'INCHES.
 DV0741
 DV0741                          STATION RECOVERY (1981)
 DV0741
 DV0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0741'RECOVERED IN GOOD CONDITION.
 DV0741
 DV0741                          STATION RECOVERY (2001)
 DV0741
 DV0741'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0741'FROM JUNCT. OF 339TH AVE. + INDIAN SCHOOL RD./ TONAPAH-SALOME HWY. GO
 DV0741'2 MILES E TO 355TH AVE. THENCE .05 W TO BM S263
 DV0741'USC+G BC SET IN CONC. ABOVE NATURAL GROUND
 DV0741' 
 DV0741' 
 DV0741' 
 DV0741' 
 DV0741' 
 DV0741' 
 DV0741' 
 DV0741' 
 DV0741' 
 DV0741
 DV0741                          STATION RECOVERY (2008)
 DV0741
 DV0741'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0741'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0741'THE DESCRIPTION - THE 4X4 WOODEN WITNESS POST WAS NOT FOUND AND THE
 DV0741'MARK IS 1.3 FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF A
 DV0741'BARBWIRE FENCE. HANDHELD COORDINATES
 DV0741'33 29 37.0 (N)   112 49 00.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0559 ***********************************************************************
 DV0559  DESIGNATION -  S 264
 DV0559  PID         -  DV0559
 DV0559  STATE/COUNTY-  AZ/MARICOPA
 DV0559  USGS QUAD   -  PERRYVILLE (1982)
 DV0559
 DV0559                         *CURRENT SURVEY CONTROL
 DV0559  ___________________________________________________________________
 DV0559* NAD 83(1986)-  33 26 08.     (N)    112 29 47.     (W)     SCALED    
 DV0559* NAVD 88     -       307.540  (meters)    1008.99   (feet)  ADJUSTED  
 DV0559  ___________________________________________________________________
 DV0559  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0559  DYNAMIC HT  -         307.190 (meters)    1007.84  (feet)  COMP
 DV0559  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 DV0559
 DV0559  VERT ORDER  -  FIRST     CLASS II
 DV0559
 DV0559.The horizontal coordinates were scaled from a topographic map and have
 DV0559.an estimated accuracy of +/- 6 seconds.
 DV0559
 DV0559.The orthometric height was determined by differential leveling
 DV0559.and adjusted in June 1991.
 DV0559
 DV0559.The geoid height was determined by GEOID03.
 DV0559
 DV0559.The dynamic height is computed by dividing the NAVD 88
 DV0559.geopotential number by the normal gravity value computed on the
 DV0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0559.degrees latitude (g = 980.6199 gals.).
 DV0559
 DV0559.The modeled gravity was interpolated from observed gravity values.
 DV0559
 DV0559;                    North         East    Units  Estimated Accuracy
 DV0559;SPC AZ C     -   270,200.      159,460.      MT  (+/- 180 meters Scaled)
 DV0559
 DV0559                          SUPERSEDED SURVEY CONTROL
 DV0559
 DV0559  NGVD 29 (??/??/92)  306.882  (m)         1006.83   (f) ADJ UNCH    1 2
 DV0559
 DV0559.Superseded values are not recommended for survey control.
 DV0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0559.See file dsdata.txt to determine how the superseded data were derived.
 DV0559
 DV0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC608005(NAD 83)
 DV0559_MARKER: DB = BENCH MARK DISK
 DV0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0559_STAMPING: S 264 1947
 DV0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0559+STABILITY: SURFACE MOTION
 DV0559
 DV0559  HISTORY     - Date     Condition        Report By
 DV0559  HISTORY     - 1947     MONUMENTED       CGS
 DV0559  HISTORY     - 1967     GOOD             NGS
 DV0559  HISTORY     - 1981     GOOD             NGS
 DV0559  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 DV0559
 DV0559                          STATION DESCRIPTION
 DV0559
 DV0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0559'8.0 MI W FROM GOODYEAR.
 DV0559'ABOUT 8.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV0559'OR ABOUT 0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0559'STATION AT BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE
 DV0559'5.5 MILES EAST ALONG YUMA ROAD, IN S 8, T 1 N, R 2 W, 79 FEET
 DV0559'NORTHWEST OF THE CENTER OF THE JUNCTION OF YUMA ROAD AND TUTHILL ROAD,
 DV0559'57 FEET NORTH OF THE CENTER LINE OF YUMA ROAD, 56 FEET WEST OF THE
 DV0559'CENTER LINE OF TUTHILL ROAD, 5 FEET SOUTHWEST OF A FENCE CORNER, 2
 DV0559'FEET SOUTH OF A FENCE, 3.3 FEET EAST OF A 4- X 4-INCH WOODEN WITNESS
 DV0559'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DV0559'A CONCRETE POST PROJECTING 2 INCHES.
 DV0559
 DV0559                          STATION RECOVERY (1981)
 DV0559
 DV0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0559'RECOVERED IN GOOD CONDITION.
 DV0559
 DV0559                          STATION RECOVERY (2006)
 DV0559
 DV0559'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0559'FOUND METAL WITNESS POST, AND 1.5 FOOT DEEP HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0028 ***********************************************************************
 DV0028  DESIGNATION -  S 267
 DV0028  PID         -  DV0028
 DV0028  STATE/COUNTY-  AZ/MARICOPA
 DV0028  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0028
 DV0028                         *CURRENT SURVEY CONTROL
 DV0028  ___________________________________________________________________
 DV0028* NAD 83(1986)-  33 34 05.     (N)    112 04 57.     (W)     SCALED    
 DV0028* NAVD 88     -       377.08   (+/-2cm)    1237.1    (feet)  VERTCON   
 DV0028  ___________________________________________________________________
 DV0028  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0028  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0028
 DV0028.The horizontal coordinates were scaled from a topographic map and have
 DV0028.an estimated accuracy of +/- 6 seconds.
 DV0028
 DV0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0028.The vertical order pertains to the NGVD 29 superseded value.
 DV0028
 DV0028.The geoid height was determined by GEOID03.
 DV0028
 DV0028;                    North         East    Units  Estimated Accuracy
 DV0028;SPC AZ C     -   284,760.      197,960.      MT  (+/- 180 meters Scaled)
 DV0028
 DV0028                          SUPERSEDED SURVEY CONTROL
 DV0028
 DV0028  NGVD 29 (??/??/92)  376.530  (m)         1235.33   (f) ADJ UNCH    1 2
 DV0028
 DV0028.Superseded values are not recommended for survey control.
 DV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0028.See file dsdata.txt to determine how the superseded data were derived.
 DV0028
 DV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC995147(NAD 83)
 DV0028_MARKER: DD = SURVEY DISK
 DV0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0028_SP_SET: CULVERT
 DV0028_STAMPING: S 267
 DV0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0028
 DV0028  HISTORY     - Date     Condition        Report By
 DV0028  HISTORY     - UNK      MONUMENTED       BOR
 DV0028  HISTORY     - 1948     GOOD             NGS
 DV0028  HISTORY     - 1960     GOOD             DOD
 DV0028
 DV0028                          STATION DESCRIPTION
 DV0028
 DV0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0028'1.8 MI SW FROM SUNNYSLOPE.
 DV0028'ABOUT 0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 DV0028'SUNNYSLOPE, THENCE 1.2 MILES WEST ALONG A DIRT ROAD WHICH PARALLEL THE
 DV0028'SOUTH SIDE OF THE ARIZONA CANAL, AT THE JUNCTION OF A T ROAD SOUTH,
 DV0028'38.5 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF THE T ROAD,
 DV0028'15.1 FEET NORTH OF THE CENTER LINE OF THE CANAL ROAD, SET ON TOP AND
 DV0028'AT THE NORTHEAST CORNER OF AN IRRIGATION HEADWALL AND ABOUT LEVEL WITH
 DV0028'THE ROAD.
 DV0028
 DV0028                          STATION RECOVERY (1960)
 DV0028
 DV0028'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1960
 DV0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0029 ***********************************************************************
 DV0029  DESIGNATION -  S 267 RESET
 DV0029  PID         -  DV0029
 DV0029  STATE/COUNTY-  AZ/MARICOPA
 DV0029  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0029
 DV0029                         *CURRENT SURVEY CONTROL
 DV0029  ___________________________________________________________________
 DV0029* NAD 83(1986)-  33 34 03.     (N)    112 04 57.     (W)     SCALED    
 DV0029* NAVD 88     -       375.68   (+/-2cm)    1232.5    (feet)  VERTCON   
 DV0029  ___________________________________________________________________
 DV0029  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV0029  VERT ORDER  -  THIRD (See Below)
 DV0029
 DV0029.The horizontal coordinates were scaled from a topographic map and have
 DV0029.an estimated accuracy of +/- 6 seconds.
 DV0029
 DV0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0029.The vertical order pertains to the NGVD 29 superseded value.
 DV0029
 DV0029.The geoid height was determined by GEOID03.
 DV0029
 DV0029;                    North         East    Units  Estimated Accuracy
 DV0029;SPC AZ C     -   284,700.      197,960.      MT  (+/- 180 meters Scaled)
 DV0029
 DV0029                          SUPERSEDED SURVEY CONTROL
 DV0029
 DV0029  NGVD 29 (03/28/06)  375.13   (m)         1230.7    (f) RESET       3  
 DV0029
 DV0029.Superseded values are not recommended for survey control.
 DV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0029.See file dsdata.txt to determine how the superseded data were derived.
 DV0029
 DV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC995147(NAD 83)
 DV0029_MARKER: DD = SURVEY DISK
 DV0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0029_SP_SET: SIDEWALK
 DV0029_STAMPING: S 267 RESET 1969
 DV0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0029
 DV0029  HISTORY     - Date     Condition        Report By
 DV0029  HISTORY     - 1969     MONUMENTED       AZHD
 DV0029  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0029
 DV0029                          STATION DESCRIPTION
 DV0029
 DV0029'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969
 DV0029'1.0 MI W FROM SUNNYSLOPE.
 DV0029'1 MILE WEST OF THE POST OFFICE AT SUNNYSLOPE, FROM THE INTERSECTION OF
 DV0029'CENTRAL AND DUNLAP AVENUES GO WEST ON DUNLAP AVENUE TO THE
 DV0029'INTERSECTION OF SEVENTH AVENUE AND THE MARK ON THE SIDEWALK IN THE
 DV0029'NORTHWEST CORNER OF THE INTERSECTION MIDWAY BETWEEN THE TRAFFIC
 DV0029'CONTROL LIGHT POLE AND THE CURB.
 DV0029
 DV0029                          STATION RECOVERY (1981)
 DV0029
 DV0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0029'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1085 ***********************************************************************
 DU1085  DESIGNATION -  S 268
 DU1085  PID         -  DU1085
 DU1085  STATE/COUNTY-  AZ/MARICOPA
 DU1085  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1085
 DU1085                         *CURRENT SURVEY CONTROL
 DU1085  ___________________________________________________________________
 DU1085* NAD 83(1986)-  33 31 17.     (N)    111 51 26.     (W)     SCALED    
 DU1085* NAVD 88     -       392.631  (meters)    1288.16   (feet)  READJUSTED
 DU1085  ___________________________________________________________________
 DU1085  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1085  DYNAMIC HT  -         392.170 (meters)    1286.64  (feet)  COMP
 DU1085  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DU1085
 DU1085  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DU1085
 DU1085.The horizontal coordinates were scaled from a topographic map and have
 DU1085.an estimated accuracy of +/- 6 seconds.
 DU1085
 DU1085.The orthometric height was determined by differential leveling
 DU1085.and adjusted in July 2002.
 DU1085.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DU1085.distribution rate of 4.1 thru 8.0 mm/km.
 DU1085.The height was derived from older observations constrained to new
 DU1085.heights in a crustal motion area.  The height is approximate in
 DU1085.relation to other heights in its vicinity.
 DU1085
 DU1085.The geoid height was determined by GEOID03.
 DU1085
 DU1085.The dynamic height is computed by dividing the NAVD 88
 DU1085.geopotential number by the normal gravity value computed on the
 DU1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1085.degrees latitude (g = 980.6199 gals.).
 DU1085
 DU1085.The modeled gravity was interpolated from observed gravity values.
 DU1085
 DU1085;                    North         East    Units  Estimated Accuracy
 DU1085;SPC AZ C     -   279,570.      218,880.      MT  (+/- 180 meters Scaled)
 DU1085
 DU1085                          SUPERSEDED SURVEY CONTROL
 DU1085
 DU1085  NAVD 88 (04/19/99)  392.614  (m)         1288.10   (f) UNKNOWN     1 2
 DU1085  NAVD 88 (06/15/91)  392.632  (m)         1288.16   (f) UNKNOWN     1 2
 DU1085  NGVD 29 (??/??/92)  392.105  (m)         1286.43   (f) ADJ UNCH    1 2
 DU1085
 DU1085.Superseded values are not recommended for survey control.
 DU1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1085.See file dsdata.txt to determine how the superseded data were derived.
 DU1085
 DU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203094(NAD 83)
 DU1085_MARKER: DB = BENCH MARK DISK
 DU1085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1085_SP_SET: CULVERT HEADWALL
 DU1085_STAMPING: S 268 1948
 DU1085_MARK LOGO: CGS   
 DU1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1085+STABILITY: SURFACE MOTION
 DU1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1085+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DU1085
 DU1085  HISTORY     - Date     Condition        Report By
 DU1085  HISTORY     - 1948     MONUMENTED       CGS
 DU1085  HISTORY     - 1967     GOOD             NGS
 DU1085  HISTORY     - 1981     GOOD             NGS
 DU1085  HISTORY     - 19980321 GOOD             USPSQD
 DU1085  HISTORY     - 19990307 GOOD             NGS
 DU1085  HISTORY     - 20070404 GOOD             GEOCAC
 DU1085
 DU1085                          STATION DESCRIPTION
 DU1085
 DU1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1085'7.5 MI NE FROM SCOTTSDALE.
 DU1085'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1085'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 4.4
 DU1085'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1085'ARIZONA CANAL, IN SECTION 17, T 2 N, R 5 E, 156 FEET SOUTHWEST OF THE
 DU1085'CENTER LINE OF THE DIRT ROAD, SET IN THE TOP OF THE CONCRETE WALL OF A
 DU1085'CONCRETE STRUCTURE SUPPORTING A FLOODGATE, 5 FEET WEST OF THE EAST END
 DU1085'OF THE WALL, 195 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 DU1085'BRIDGE OVER THE ARIZONA CANAL, 40 FEET WEST OF THE CENTER LINE OF A
 DU1085'DIRT ROAD THAT LEADS SOUTH, 197 FEET SOUTH OF BENCH MARK C 367 (BIAR),
 DU1085'ABOUT LEVEL WITH THE DIRT ROAD WHICH LEADS SOUTH, AND ABOUT 2 1/2 FEET
 DU1085'BELOW THE LEVEL OF THE ROAD ALONG THE CANAL.
 DU1085
 DU1085                          STATION RECOVERY (1981)
 DU1085
 DU1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1085'5.5 KILOMETERS (3.45 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1085'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1085'HEADWALL OVER THE SOUTHEAST END OF AN IRRIGATION GATE ON THE SOUTHWEST
 DU1085'SIDE OF A SMALL CANAL PARALLELING THE ARIZONA CANAL, 60.0 METERS
 DU1085'(197.0 FEET) SOUTH OF BM C 367 IN THE SOUTHWEST CORNER OF ALMA SCHOOL
 DU1085'ROAD BRIDGE OVER THE ARIZONA CANAL, 47.5 METERS (156.0 FEET) SOUTHWEST
 DU1085'OF THE CENTERLINE OF THE SOUTH CANAL ROAD, 12.2 METERS (40.0 FEET)
 DU1085'WEST OF THE CENTERLINE OF ALMA SCHOOL ROAD, AND 1.5 METERS (5.0
 DU1085'FEET) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE RETAINING WALL
 DU1085'FOR THE GATE.
 DU1085'THE MARK IS 0.3 M BELOW ALMA SCHOOL ROAD.
 DU1085
 DU1085                          STATION RECOVERY (1998)
 DU1085
 DU1085'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1085'RECOVERED IN GOOD CONDITION.
 DU1085
 DU1085                          STATION RECOVERY (1999)
 DU1085
 DU1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1085'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1085'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 DU1085'3.6 KM (2.25 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 DU1085'ARIZONA CANAL, IN TOP OF AND 7.6 M (24.9 FT) NORTH OF THE SOUTH END OF
 DU1085'THE WEST CONCRETE HEADWALL OF A CULVERT, 45.6 M (149.6 FT) SOUTHWEST
 DU1085'OF THE ROAD CENTER, 11.5 M (37.7 FT) WEST OF THE CENTER OF ALMA SCHOOL
 DU1085'ROAD, 0.5 M (1.6 FT) SOUTHEAST OF A HEADGATE, AND 0.3 1.2 M (3.9 FT)
 DU1085'BELOW THE LEVEL OF ALMA SCHOOL ROAD.  NOTE--THE MARK IS ON PROPERTY
 DU1085'OWNED BY THE SALT RIVER PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ
 DU1085'85282, TELEPHONE NUMBER (602) 319-2495.
 DU1085
 DU1085                          STATION RECOVERY (2007)
 DU1085
 DU1085'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0573 ***********************************************************************
 DU0573  DESIGNATION -  S 269
 DU0573  PID         -  DU0573
 DU0573  STATE/COUNTY-  AZ/PINAL
 DU0573  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0573
 DU0573                         *CURRENT SURVEY CONTROL
 DU0573  ___________________________________________________________________
 DU0573* NAD 83(1986)-  33 26 00.     (N)    111 31 33.     (W)     SCALED    
 DU0573* NAVD 88     -       557.486  (meters)    1829.02   (feet)  ADJUSTED  
 DU0573  ___________________________________________________________________
 DU0573  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DU0573  DYNAMIC HT  -         556.802 (meters)    1826.77  (feet)  COMP
 DU0573  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 DU0573
 DU0573  VERT ORDER  -  FIRST     CLASS II
 DU0573
 DU0573.The horizontal coordinates were scaled from a topographic map and have
 DU0573.an estimated accuracy of +/- 6 seconds.
 DU0573
 DU0573.The orthometric height was determined by differential leveling
 DU0573.and adjusted in June 1991.
 DU0573
 DU0573.The geoid height was determined by GEOID03.
 DU0573
 DU0573.The dynamic height is computed by dividing the NAVD 88
 DU0573.geopotential number by the normal gravity value computed on the
 DU0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0573.degrees latitude (g = 980.6199 gals.).
 DU0573
 DU0573.The modeled gravity was interpolated from observed gravity values.
 DU0573
 DU0573;                    North         East    Units  Estimated Accuracy
 DU0573;SPC AZ C     -   269,880.      249,700.      MT  (+/- 180 meters Scaled)
 DU0573
 DU0573                          SUPERSEDED SURVEY CONTROL
 DU0573
 DU0573  NGVD 29 (??/??/92)  556.891  (m)         1827.07   (f) ADJ UNCH    1 2
 DU0573
 DU0573.Superseded values are not recommended for survey control.
 DU0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0573.See file dsdata.txt to determine how the superseded data were derived.
 DU0573
 DU0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB511994(NAD 83)
 DU0573_MARKER: DB = BENCH MARK DISK
 DU0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0573_STAMPING: S 269 1948
 DU0573_PROJECTION: PROJECTING 6 CENTIMETERS
 DU0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0573+STABILITY: SURFACE MOTION
 DU0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0573+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2007
 DU0573
 DU0573  HISTORY     - Date     Condition        Report By
 DU0573  HISTORY     - 1948     MONUMENTED       CGS
 DU0573  HISTORY     - 1980     GOOD             NGS
 DU0573  HISTORY     - 20040827 MARK NOT FOUND   USPSQD
 DU0573  HISTORY     - 20070512 MARK NOT FOUND   GEOCAC
 DU0573  HISTORY     - 20071218 GOOD             INDIV
 DU0573
 DU0573                          STATION DESCRIPTION
 DU0573
 DU0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0573'1.8 MI NE FROM APACHE JUNCTION.
 DU0573'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0573'JUNCTION, 69.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42.0
 DU0573'FEET NORTHWEST OF A LONE GIANT CACTUS, 1.6 FEET NORTHWEST OF A WHITE
 DU0573'WOODEN WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 DU0573'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0573
 DU0573                          STATION RECOVERY (1980)
 DU0573
 DU0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0573'2.9 KM (1.8 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION OF
 DU0573'U.S. HIGHWAY 60 AT APACHE JUNCTION, 0.5 KM (0.3 MI) SOUTHWEST OF
 DU0573'HIGHWAY MILEPOST 198, AT THE EAST CORNER OF THE Y JUNCTION OF
 DU0573'FOOTHILL DRIVE, 21.0 METERS (69.0 FT) SOUTHEAST OF THE CENTERLINE
 DU0573'OF THE HIGHWAY, 6.7 METERS (22.0 FT) NORTH OF THE CENTELINE OF
 DU0573'FOOTHILL DRIVE, 0.9 METERS (3.0 FT) NORTHWEST OF A SIGN READING
 DU0573'-NOT A THROUGH ROAD-.
 DU0573'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DU0573'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0573
 DU0573                          STATION RECOVERY (2004)
 DU0573
 DU0573'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0573'MARK NOT FOUND.
 DU0573'I FOUND THE WHITE SURVEY SIGN OFF THE HIGHWAY. WAS SOME SMALL PILES OF
 DU0573'ROCKS NEXT TO THE SIGN. I REMOVED SOME OF THE ROCKS BUT SAW NO SIGN OF
 DU0573'THE MARK.
 DU0573
 DU0573                          STATION RECOVERY (2007)
 DU0573
 DU0573'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0573'WITNESS POST FOUND, BUT NO MARK RECOVERED AT DESCRIBED LOCATION.
 DU0573
 DU0573                          STATION RECOVERY (2007)
 DU0573
 DU0573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DAH)
 DU0573'2.9 KM (1.8 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION OF
 DU0573'U.S. HIGHWAY 60 AT APACHE JUNCTION, 0.5 KM (0.3 MI) SOUTHWEST OF
 DU0573'HIGHWAY MILEPOST 198, AT THE EAST CORNER OF THE Y JUNCTION OF FOOTHILL
 DU0573'DRIVE. MARK SETS 1.5'+/- SOUTH AND 1.5'+/- WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0008 ***********************************************************************
 ET0008  DESIGNATION -  S 27
 ET0008  PID         -  ET0008
 ET0008  STATE/COUNTY-  AZ/YAVAPAI
 ET0008  USGS QUAD   -  PAULDEN (1979)
 ET0008
 ET0008                         *CURRENT SURVEY CONTROL
 ET0008  ___________________________________________________________________
 ET0008* NAD 83(1986)-  34 55 22.     (N)    112 24 48.     (W)     SCALED    
 ET0008* NAVD 88     -      1426.95   (+/-2cm)    4681.6    (feet)  VERTCON   
 ET0008  ___________________________________________________________________
 ET0008  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 ET0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0008
 ET0008.The horizontal coordinates were scaled from a topographic map and have
 ET0008.an estimated accuracy of +/- 6 seconds.
 ET0008
 ET0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0008.The vertical order pertains to the NGVD 29 superseded value.
 ET0008
 ET0008.The geoid height was determined by GEOID03.
 ET0008
 ET0008;                    North         East    Units  Estimated Accuracy
 ET0008;SPC AZ C     -   435,120.      167,980.      MT  (+/- 180 meters Scaled)
 ET0008
 ET0008                          SUPERSEDED SURVEY CONTROL
 ET0008
 ET0008  NGVD 29 (??/??/92) 1426.146  (m)         4678.95   (f) ADJ UNCH    1 2
 ET0008
 ET0008.Superseded values are not recommended for survey control.
 ET0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0008.See file dsdata.txt to determine how the superseded data were derived.
 ET0008
 ET0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD709653(NAD 83)
 ET0008_MARKER: DB = BENCH MARK DISK
 ET0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0008_STAMPING: 4678.947 S 27 1933
 ET0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0008+STABILITY: SURFACE MOTION
 ET0008
 ET0008  HISTORY     - Date     Condition        Report By
 ET0008  HISTORY     - 1933     MONUMENTED       CGS
 ET0008
 ET0008                          STATION DESCRIPTION
 ET0008
 ET0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0008'4.9 MI S FROM CEDAR GLADE.
 ET0008'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 150 FEET SOUTHWEST OF
 ET0008'MILEPOST 26, ON RIDGE, AT SIDE OF CUT, 95 FEET WEST OF RAILROAD
 ET0008'CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0401 ***********************************************************************
 DU0401  DESIGNATION -  S 270
 DU0401  PID         -  DU0401
 DU0401  STATE/COUNTY-  AZ/MARICOPA
 DU0401  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0401
 DU0401                         *CURRENT SURVEY CONTROL
 DU0401  ___________________________________________________________________
 DU0401* NAD 83(1986)-  33 38 11.     (N)    111 11 50.     (W)     SCALED    
 DU0401* NAVD 88     -       645.806  (meters)    2118.78   (feet)  ADJUSTED  
 DU0401  ___________________________________________________________________
 DU0401  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DU0401  DYNAMIC HT  -         644.985 (meters)    2116.09  (feet)  COMP
 DU0401  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 DU0401
 DU0401  VERT ORDER  -  FIRST     CLASS II
 DU0401
 DU0401.The horizontal coordinates were scaled from a topographic map and have
 DU0401.an estimated accuracy of +/- 6 seconds.
 DU0401
 DU0401.The orthometric height was determined by differential leveling
 DU0401.and adjusted in June 1991.
 DU0401
 DU0401.The geoid height was determined by GEOID03.
 DU0401
 DU0401.The dynamic height is computed by dividing the NAVD 88
 DU0401.geopotential number by the normal gravity value computed on the
 DU0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0401.degrees latitude (g = 980.6199 gals.).
 DU0401
 DU0401.The modeled gravity was interpolated from observed gravity values.
 DU0401
 DU0401;                    North         East    Units  Estimated Accuracy
 DU0401;SPC AZ C     -   292,560.      280,100.      MT  (+/- 180 meters Scaled)
 DU0401
 DU0401                          SUPERSEDED SURVEY CONTROL
 DU0401
 DU0401  NGVD 29 (??/??/92)  645.208  (m)         2116.82   (f) ADJ UNCH    1 2
 DU0401
 DU0401.Superseded values are not recommended for survey control.
 DU0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0401.See file dsdata.txt to determine how the superseded data were derived.
 DU0401
 DU0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC817218(NAD 83)
 DU0401_MARKER: DB = BENCH MARK DISK
 DU0401_SETTING: 80 = SET IN A BOULDER
 DU0401_SP_SET: BOULDER
 DU0401_STAMPING: S 270 1948
 DU0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0401+STABILITY: SURFACE MOTION
 DU0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0401+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU0401
 DU0401  HISTORY     - Date     Condition        Report By
 DU0401  HISTORY     - 1948     MONUMENTED       CGS
 DU0401  HISTORY     - 1980     GOOD             NGS
 DU0401  HISTORY     - 20071122 GOOD             GEOCAC
 DU0401
 DU0401                          STATION DESCRIPTION
 DU0401
 DU0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0401'6.9 MI SW FROM ROOSEVELT.
 DU0401'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 195 FEET
 DU0401'SOUTHWEST OF MILE POST 237, 132 FEET SOUTHWEST OF THE WEST END OF A
 DU0401'STEEL CULVERT, 62.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DU0401'11.2 FEET NORTHWEST OF THE BASE OF THE ROAD FILL, ABOUT 20.0 FEET
 DU0401'BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF A ROUND GRANITE BOULDER
 DU0401'IN THE SOUTH SIDE OF A WIDE WASH, PROJECTING 1.5 FEET ABOVE THE
 DU0401'GROUND.
 DU0401
 DU0401                          STATION RECOVERY (1980)
 DU0401
 DU0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0401'7.4 KM (4.6 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0401'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVELT, IN TOP OF A 1
 DU0401'METER (3 FT) CIRCULAR BOULDER PROJECTING 0.3 METER (1.0 FT) FROM THE
 DU0401'SOUTHEAST EDGE OF A WASH, 19.0 METERS (62.5 FT) NORTHWEST OF THE
 DU0401'CENTERLINE OF THE HIGHWAY, 40.2 METERS (132 FT) SOUTHWEST OF THE
 DU0401'WEST END OF A STEEL PIPE CULVERT, 21.3 METERS (70.0 FT) NORTH OF
 DU0401'HIGHWAY MILEPOST 237, 3.3 METERS (11.0 FT) NORTHWEST OF THE BASE OF
 DU0401'A HIGHWAY FILL.
 DU0401'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DU0401
 DU0401                          STATION RECOVERY (2007)
 DU0401
 DU0401'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0387 ***********************************************************************
 DV0387  DESIGNATION -  S 271
 DV0387  PID         -  DV0387
 DV0387  STATE/COUNTY-  AZ/MARICOPA
 DV0387  USGS QUAD   -  LAVEEN (1973)
 DV0387
 DV0387                         *CURRENT SURVEY CONTROL
 DV0387  ___________________________________________________________________
 DV0387* NAD 83(1986)-  33 20 01.     (N)    112 10 10.     (W)     SCALED    
 DV0387* NAVD 88     -       322.02   (+/-2cm)    1056.5    (feet)  VERTCON   
 DV0387  ___________________________________________________________________
 DV0387  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0387
 DV0387.The horizontal coordinates were scaled from a topographic map and have
 DV0387.an estimated accuracy of +/- 6 seconds.
 DV0387
 DV0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0387.The vertical order pertains to the NGVD 29 superseded value.
 DV0387
 DV0387.The geoid height was determined by GEOID03.
 DV0387
 DV0387;                    North         East    Units  Estimated Accuracy
 DV0387;SPC AZ C     -   258,780.      189,830.      MT  (+/- 180 meters Scaled)
 DV0387
 DV0387                          SUPERSEDED SURVEY CONTROL
 DV0387
 DV0387  NGVD 29 (??/??/92)  321.401  (m)         1054.46   (f) ADJ UNCH    2 0
 DV0387
 DV0387.Superseded values are not recommended for survey control.
 DV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0387.See file dsdata.txt to determine how the superseded data were derived.
 DV0387
 DV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911888(NAD 83)
 DV0387_MARKER: DB = BENCH MARK DISK
 DV0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0387_SP_SET: HEADGATE
 DV0387_STAMPING: S 271 1948
 DV0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0387
 DV0387  HISTORY     - Date     Condition        Report By
 DV0387  HISTORY     - 1948     MONUMENTED       CGS
 DV0387  HISTORY     - 1963     GOOD             DOD
 DV0387  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0387  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0387
 DV0387                          STATION DESCRIPTION
 DV0387
 DV0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0387'4.0 MI N FROM KOMATKE.
 DV0387'4.0 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 33.3 FEET WEST OF THE
 DV0387'CENTER LINE OF LATERAL 17, 32 FEET SOUTH OF A LARGE TREE, 18.6 FEET
 DV0387'NORTH OF ESTRELL DRIVE, 0.8 FOOT SOUTH OF A 3 INCH IRON PIPE GUARD
 DV0387'RAIL, SET IN THE SOUTHWEST CORNER OF THE SOUTH HEADWALL OF A LARGE
 DV0387'CONCRETE HEADGATE, 2.0 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0387
 DV0387                          STATION RECOVERY (1963)
 DV0387
 DV0387'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1963
 DV0387'RECOVERED IN GOOD CONDITION.
 DV0387
 DV0387                          STATION RECOVERY (1994)
 DV0387
 DV0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0387'MARK NOT FOUND.
 DV0387
 DV0387                          STATION RECOVERY (2007)
 DV0387
 DV0387'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0387'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0387'MARK. THERE ARE SOME SURVEY MARKS AT THIS LOCATION, BUT NONE ARE BY
 DV0387'THE CGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0417 ***********************************************************************
 DV0417  DESIGNATION -  S 272
 DV0417  PID         -  DV0417
 DV0417  STATE/COUNTY-  AZ/MARICOPA
 DV0417  USGS QUAD   -  LONE BUTTE (1973)
 DV0417
 DV0417                         *CURRENT SURVEY CONTROL
 DV0417  ___________________________________________________________________
 DV0417* NAD 83(1986)-  33 20 20.     (N)    112 05 38.     (W)     SCALED    
 DV0417* NAVD 88     -       476.45   (+/-2cm)    1563.2    (feet)  VERTCON   
 DV0417  ___________________________________________________________________
 DV0417  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0417
 DV0417.The horizontal coordinates were scaled from a topographic map and have
 DV0417.an estimated accuracy of +/- 6 seconds.
 DV0417
 DV0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0417.The vertical order pertains to the NGVD 29 superseded value.
 DV0417
 DV0417.The geoid height was determined by GEOID03.
 DV0417
 DV0417;                    North         East    Units  Estimated Accuracy
 DV0417;SPC AZ C     -   259,350.      196,860.      MT  (+/- 180 meters Scaled)
 DV0417
 DV0417                          SUPERSEDED SURVEY CONTROL
 DV0417
 DV0417  NGVD 29 (??/??/92)  475.814  (m)         1561.07   (f) ADJ UNCH    2 0
 DV0417
 DV0417.Superseded values are not recommended for survey control.
 DV0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0417.See file dsdata.txt to determine how the superseded data were derived.
 DV0417
 DV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB982893(NAD 83)
 DV0417_MARKER: DB = BENCH MARK DISK
 DV0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0417_STAMPING: S 272 1948
 DV0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0417+STABILITY: SURFACE MOTION
 DV0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0417+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2008
 DV0417
 DV0417  HISTORY     - Date     Condition        Report By
 DV0417  HISTORY     - 1948     MONUMENTED       CGS
 DV0417  HISTORY     - 1962     GOOD             NGS
 DV0417  HISTORY     - 20070115 GOOD             GEOCAC
 DV0417  HISTORY     - 20081210 GOOD             GEOCAC
 DV0417
 DV0417                          STATION DESCRIPTION
 DV0417
 DV0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0417'8.3 MI S FROM PHOENIX.
 DV0417'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0417'PHOENIX, THENCE 2.5 MILES SOUTHWEST ALONG THE MAIN ROAD THROUGH SOUTH
 DV0417'MT. PARK, 180 FEET WEST OF A LARGE FILL IN A DEEP WASH, 39.7 FEET
 DV0417'NORTHWEST OF THE CENTER LINE OF THE ROAD, 15.8 FEET EAST OF A DRAIN
 DV0417'DITCH, 2.5 FEET ABOVE THE LEVEL OF THE ROAD, 2.7 FEET SOUTH OF A WHITE
 DV0417'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DV0417'FOOT ABOVE THE GROUND.  NOTE-- IN PHOENIX SOUTH MT. PARK T 1 S., R 3 E
 DV0417'SECTION 18 ON NORTH SIDE OF SUMMITT ROAD ACCESS FROM SOAP BOX DERBY
 DV0417'TRACK.
 DV0417
 DV0417                          STATION RECOVERY (1962)
 DV0417
 DV0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0417'RECOVERED IN GOOD CONDITION.
 DV0417
 DV0417                          STATION RECOVERY (2007)
 DV0417
 DV0417'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0417'RECOVERED AS DESCRIBED, IN GOOD CONDITION. NO EVIDENCE OF A SOAP-BOX
 DV0417'DERBY TRACK, BUT THE MARK IS AT A ROADSIDE TRAILHEAD.
 DV0417
 DV0417                          STATION RECOVERY (2008)
 DV0417
 DV0417'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV0417'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES
 DV0417'OF N 33 20.338' W 112 05.612'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0364 ***********************************************************************
 DV0364  DESIGNATION -  S 273
 DV0364  PID         -  DV0364
 DV0364  STATE/COUNTY-  AZ/MARICOPA
 DV0364  USGS QUAD   -  PIMA BUTTE (1967)
 DV0364
 DV0364                         *CURRENT SURVEY CONTROL
 DV0364  ___________________________________________________________________
 DV0364* NAD 83(1986)-  33 13 09.     (N)    112 01 57.     (W)     SCALED    
 DV0364* NAVD 88     -       340.709  (meters)    1117.81   (feet)  ADJUSTED  
 DV0364  ___________________________________________________________________
 DV0364  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0364  DYNAMIC HT  -         340.315 (meters)    1116.52  (feet)  COMP
 DV0364  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 DV0364
 DV0364  VERT ORDER  -  FIRST     CLASS II
 DV0364
 DV0364.The horizontal coordinates were scaled from a topographic map and have
 DV0364.an estimated accuracy of +/- 6 seconds.
 DV0364
 DV0364.The orthometric height was determined by differential leveling
 DV0364.and adjusted in August 1994.
 DV0364
 DV0364.The geoid height was determined by GEOID03.
 DV0364
 DV0364.The dynamic height is computed by dividing the NAVD 88
 DV0364.geopotential number by the normal gravity value computed on the
 DV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0364.degrees latitude (g = 980.6199 gals.).
 DV0364
 DV0364.The modeled gravity was interpolated from observed gravity values.
 DV0364
 DV0364;                    North         East    Units  Estimated Accuracy
 DV0364;SPC AZ C     -   246,060.      202,560.      MT  (+/- 180 meters Scaled)
 DV0364
 DV0364                          SUPERSEDED SURVEY CONTROL
 DV0364
 DV0364  NGVD 29 (??/??/92)  340.182  (m)         1116.08   (f) ADJ UNCH    1 2
 DV0364
 DV0364.Superseded values are not recommended for survey control.
 DV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0364.See file dsdata.txt to determine how the superseded data were derived.
 DV0364
 DV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB037760(NAD 83)
 DV0364_MARKER: DB = BENCH MARK DISK
 DV0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0364_SP_SET: CONCRETE POST
 DV0364_STAMPING: S 273 1948
 DV0364_MARK LOGO: CGS   
 DV0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0364+STABILITY: SURFACE MOTION
 DV0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0364+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 DV0364
 DV0364  HISTORY     - Date     Condition        Report By
 DV0364  HISTORY     - 1948     MONUMENTED       CGS
 DV0364  HISTORY     - 1959     GOOD             DOD
 DV0364  HISTORY     - 19940325 GOOD             NGS
 DV0364  HISTORY     - 20060921 GOOD             GEOCAC
 DV0364
 DV0364                          STATION DESCRIPTION
 DV0364
 DV0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0364'9.5 MI SE FROM KOMATKE.
 DV0364'9.5 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 77.7 FEET
 DV0364'NORTH OF THE CENTER LINE OF THE ROAD, 36.8 FEET SOUTHWEST OF THE
 DV0364'CENTER LINE OF A ROAD LEADING NORTHWEST, 33.9 FEET NORTHWEST OF A
 DV0364'TELEPHONE POLE WITH A DOWN GUY, ABOUT LEVEL WITH THE ROAD AND 4.1 FEET
 DV0364'EAST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0364'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0364
 DV0364                          STATION RECOVERY (1959)
 DV0364
 DV0364'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DV0364'RECOVERED IN GOOD CONDITION.
 DV0364
 DV0364                          STATION RECOVERY (1994)
 DV0364
 DV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0364'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0364'LAVEEN, THENCE 14.7 KM (9.15 MI) EASTERLY ALONG BELTLINE ROAD, 168.5
 DV0364'M (552.8 FT) WEST OF THE NORTH HEADWALL OF A CULVERT UNDER THE ROAD,
 DV0364'22.7 M (74.5 FT) NORTH OF THE ROAD CENTERLINE, 7.7 M (25.3 FT) SOUTH
 DV0364'OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DV0364'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 DV0364'SURFACE.
 DV0364
 DV0364                          STATION RECOVERY (2006)
 DV0364
 DV0364'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0400 ***********************************************************************
 DV0400  DESIGNATION -  S 274
 DV0400  PID         -  DV0400
 DV0400  STATE/COUNTY-  AZ/PINAL
 DV0400  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0400
 DV0400                         *CURRENT SURVEY CONTROL
 DV0400  ___________________________________________________________________
 DV0400* NAD 83(1986)-  33 09 32.     (N)    112 08 32.     (W)     SCALED    
 DV0400* NAVD 88     -       362.71   (+/-2cm)    1190.0    (feet)  VERTCON   
 DV0400  ___________________________________________________________________
 DV0400  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0400
 DV0400.The horizontal coordinates were scaled from a topographic map and have
 DV0400.an estimated accuracy of +/- 6 seconds.
 DV0400
 DV0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0400.The vertical order pertains to the NGVD 29 superseded value.
 DV0400
 DV0400.The geoid height was determined by GEOID03.
 DV0400
 DV0400;                    North         East    Units  Estimated Accuracy
 DV0400;SPC AZ C     -   239,390.      192,320.      MT  (+/- 180 meters Scaled)
 DV0400
 DV0400                          SUPERSEDED SURVEY CONTROL
 DV0400
 DV0400  NGVD 29 (??/??/92)  362.134  (m)         1188.10   (f) ADJ UNCH    2 0
 DV0400
 DV0400.Superseded values are not recommended for survey control.
 DV0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0400.See file dsdata.txt to determine how the superseded data were derived.
 DV0400
 DV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB934694(NAD 83)
 DV0400_MARKER: DB = BENCH MARK DISK
 DV0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0400_STAMPING: S 274 1948
 DV0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0400+STABILITY: SURFACE MOTION
 DV0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0400+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0400
 DV0400  HISTORY     - Date     Condition        Report By
 DV0400  HISTORY     - 1948     MONUMENTED       CGS
 DV0400  HISTORY     - 20071223 GOOD             GEOCAC
 DV0400
 DV0400                          STATION DESCRIPTION
 DV0400
 DV0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0400'9.2 MI S FROM KOMATKE.
 DV0400'9.2 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 91.0 FEET
 DV0400'NORTH OF A LARGE SINGLE CACTUS, 80.5 FEET WEST OF THE CENTER LINE OF
 DV0400'THE ROAD, 12.6 FEET SOUTH OF A SMALL WASH, 1.5 FEET ABOVE THE LEVEL OF
 DV0400'THE ROAD 3.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 DV0400'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0400
 DV0400                          STATION RECOVERY (2007)
 DV0400
 DV0400'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0352 ***********************************************************************
 DV0352  DESIGNATION -  S 275
 DV0352  PID         -  DV0352
 DV0352  STATE/COUNTY-  AZ/PINAL
 DV0352  USGS QUAD   -  PIMA BUTTE (1967)
 DV0352
 DV0352                         *CURRENT SURVEY CONTROL
 DV0352  ___________________________________________________________________
 DV0352* NAD 83(1986)-  33 09 38.     (N)    112 00 30.     (W)     SCALED    
 DV0352* NAVD 88     -       344.51   (+/-2cm)    1130.3    (feet)  VERTCON   
 DV0352  ___________________________________________________________________
 DV0352  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0352
 DV0352.The horizontal coordinates were scaled from a topographic map and have
 DV0352.an estimated accuracy of +/- 6 seconds.
 DV0352
 DV0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0352.The vertical order pertains to the NGVD 29 superseded value.
 DV0352
 DV0352.The geoid height was determined by GEOID03.
 DV0352
 DV0352;                    North         East    Units  Estimated Accuracy
 DV0352;SPC AZ C     -   239,560.      204,810.      MT  (+/- 180 meters Scaled)
 DV0352
 DV0352                          SUPERSEDED SURVEY CONTROL
 DV0352
 DV0352  NGVD 29 (??/??/92)  344.002  (m)         1128.61   (f) ADJ UNCH    2 0
 DV0352
 DV0352.Superseded values are not recommended for survey control.
 DV0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0352.See file dsdata.txt to determine how the superseded data were derived.
 DV0352
 DV0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB059695(NAD 83)
 DV0352_MARKER: DB = BENCH MARK DISK
 DV0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0352_STAMPING: S 275 1948
 DV0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0352+STABILITY: SURFACE MOTION
 DV0352
 DV0352  HISTORY     - Date     Condition        Report By
 DV0352  HISTORY     - 1948     MONUMENTED       CGS
 DV0352  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0352  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0352
 DV0352                          STATION DESCRIPTION
 DV0352
 DV0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0352'7.6 MI N FROM MARICOPA.
 DV0352'7.6 MILES NORTH ALONG THE OLD SOUTHERN PACIFIC CO. RAILROAD BED FROM
 DV0352'THE POST OFFICE AT MARICOPA, 118 FEET WEST OF THE CENTER LINE OF THE
 DV0352'ROAD, 19.2 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 DV0352'SOUTHWEST, 15.1 FEET SOUTH OF A TRACK ROAD LEADING NORTHWEST, SET IN
 DV0352'THE V OF A Y INTERSECTION, ABOUT LEVEL WITH THE ROAD AND 2.2 FEET EAST
 DV0352'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0352'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0352
 DV0352                          STATION RECOVERY (1994)
 DV0352
 DV0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0352'MARK NOT FOUND.
 DV0352
 DV0352                          STATION RECOVERY (2007)
 DV0352
 DV0352'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0352'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DV0352'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0823 ***********************************************************************
 DU0823  DESIGNATION -  S 276
 DU0823  PID         -  DU0823
 DU0823  STATE/COUNTY-  AZ/PINAL
 DU0823  USGS QUAD   -  GILA BUTTE (1981)
 DU0823
 DU0823                         *CURRENT SURVEY CONTROL
 DU0823  ___________________________________________________________________
 DU0823* NAD 83(1986)-  33 11 34.     (N)    111 51 28.     (W)     SCALED    
 DU0823* NAVD 88     -       366.39   (+/-2cm)    1202.1    (feet)  VERTCON   
 DU0823  ___________________________________________________________________
 DU0823  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DU0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0823
 DU0823.The horizontal coordinates were scaled from a topographic map and have
 DU0823.an estimated accuracy of +/- 6 seconds.
 DU0823
 DU0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0823.The vertical order pertains to the NGVD 29 superseded value.
 DU0823
 DU0823.The geoid height was determined by GEOID03.
 DU0823
 DU0823;                    North         East    Units  Estimated Accuracy
 DU0823;SPC AZ C     -   243,130.      218,850.      MT  (+/- 180 meters Scaled)
 DU0823
 DU0823                          SUPERSEDED SURVEY CONTROL
 DU0823
 DU0823  NGVD 29 (??/??/92)  365.896  (m)         1200.44   (f) ADJ UNCH    2 0
 DU0823
 DU0823.Superseded values are not recommended for survey control.
 DU0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0823.See file dsdata.txt to determine how the superseded data were derived.
 DU0823
 DU0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB200729(NAD 83)
 DU0823_MARKER: DB = BENCH MARK DISK
 DU0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0823_STAMPING: S 276 1948
 DU0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0823+STABILITY: SURFACE MOTION
 DU0823
 DU0823  HISTORY     - Date     Condition        Report By
 DU0823  HISTORY     - 1948     MONUMENTED       CGS
 DU0823  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0823
 DU0823                          STATION DESCRIPTION
 DU0823
 DU0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0823'6.3 MI N FROM CASA BLANCA.
 DU0823'0.5 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0823'THENCE 2.0 MILES NORTH ALONG THE ADAMS ROAD, THENCE 1.6 MILES
 DU0823'NORTHEAST ALONG A DIM TRACK ROAD, THENCE 2.2 MILES NORTH ALONG A DIM
 DU0823'TRACK ROAD TO A ROAD LEADING WEST TO THE HIGHWAY, 60.9 FEET SOUTH OF
 DU0823'THE CENTER LINE OF THE ROAD LEADING WEST TO THE HIGHWAY, 43.2 FEET
 DU0823'EAST OF THE CENTER LINE OF THE TRACK ROAD, ABOUT LEVEL WITH THE ROAD
 DU0823'AND 3.4 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DU0823'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 DU0823
 DU0823                          STATION RECOVERY (1994)
 DU0823
 DU0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0977 ***********************************************************************
 CZ0977  DESIGNATION -  S 277
 CZ0977  PID         -  CZ0977
 CZ0977  STATE/COUNTY-  AZ/PINAL
 CZ0977  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0977
 CZ0977                         *CURRENT SURVEY CONTROL
 CZ0977  ___________________________________________________________________
 CZ0977* NAD 83(1986)-  32 56 18.     (N)    111 51 24.     (W)     SCALED    
 CZ0977* NAVD 88     -       410.631  (meters)    1347.21   (feet)  ADJUSTED  
 CZ0977  ___________________________________________________________________
 CZ0977  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ0977  DYNAMIC HT  -         410.132 (meters)    1345.57  (feet)  COMP
 CZ0977  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 CZ0977  OBS GRAVITY -     979,409.8   (mgal)                       GRAV_OBS
 CZ0977
 CZ0977  VERT ORDER  -  FIRST     CLASS II
 CZ0977
 CZ0977.The horizontal coordinates were scaled from a topographic map and have
 CZ0977.an estimated accuracy of +/- 6 seconds.
 CZ0977
 CZ0977.The orthometric height was determined by differential leveling
 CZ0977.and adjusted in June 1991.
 CZ0977
 CZ0977.The geoid height was determined by GEOID03.
 CZ0977
 CZ0977.The dynamic height is computed by dividing the NAVD 88
 CZ0977.geopotential number by the normal gravity value computed on the
 CZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0977.degrees latitude (g = 980.6199 gals.).
 CZ0977
 CZ0977.The modeled gravity was interpolated from observed gravity values.
 CZ0977.The observed gravity was obtained from relative gravimeter ties
 CZ0977.to the IGSN71 gravity network.
 CZ0977
 CZ0977;                    North         East    Units  Estimated Accuracy
 CZ0977;SPC AZ C     -   214,920.      218,970.      MT  (+/- 180 meters Scaled)
 CZ0977
 CZ0977                          SUPERSEDED SURVEY CONTROL
 CZ0977
 CZ0977  NGVD 29 (??/??/92)  410.034  (m)         1345.25   (f) ADJ UNCH    1 2
 CZ0977
 CZ0977.Superseded values are not recommended for survey control.
 CZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0977.See file dsdata.txt to determine how the superseded data were derived.
 CZ0977
 CZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB199447(NAD 83)
 CZ0977_MARKER: DB = BENCH MARK DISK
 CZ0977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0977_SP_SET: ABUTMENT
 CZ0977_STAMPING: S 277 1948
 CZ0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0977+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 CZ0977
 CZ0977  HISTORY     - Date     Condition        Report By
 CZ0977  HISTORY     - 1948     MONUMENTED       CGS
 CZ0977  HISTORY     - 1967     GOOD             NGS
 CZ0977  HISTORY     - 1980     GOOD             NGS
 CZ0977  HISTORY     - 1980     GOOD             NGS
 CZ0977  HISTORY     - 20061106 GOOD             GEOCAC
 CZ0977
 CZ0977                          STATION DESCRIPTION
 CZ0977
 CZ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0977'7.5 MI NW FROM CASA GRANDE.
 CZ0977'ABOUT 7.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0977'STATION AT CASA GRANDE, IN S 33, T 6 S, R 5 E, 15 1/2 POLES SOUTHEAST
 CZ0977'OF MILEPOST 211, 6.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CZ0977'TRACK, SET IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST ABUTMENT OF
 CZ0977'RAILROAD BRIDGE NUMBER 911.51, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CZ0977'TRACKS.
 CZ0977
 CZ0977                          STATION RECOVERY (1980)
 CZ0977
 CZ0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0977'RECOVERED IN GOOD CONDITION.
 CZ0977
 CZ0977                          STATION RECOVERY (1980)
 CZ0977
 CZ0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0977'RECOVERED IN GOOD CONDITION.
 CZ0977
 CZ0977                          STATION RECOVERY (2006)
 CZ0977
 CZ0977'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1237 ***********************************************************************
 CZ1237  DESIGNATION -  S 278
 CZ1237  PID         -  CZ1237
 CZ1237  STATE/COUNTY-  AZ/PINAL
 CZ1237  USGS QUAD   -  CHUICHU (1992)
 CZ1237
 CZ1237                         *CURRENT SURVEY CONTROL
 CZ1237  ___________________________________________________________________
 CZ1237* NAD 83(1986)-  32 50 09.     (N)    111 45 27.     (W)     SCALED    
 CZ1237* NAVD 88     -       432.89   (+/-2cm)    1420.2    (feet)  VERTCON   
 CZ1237  ___________________________________________________________________
 CZ1237  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ1237  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1237
 CZ1237.The horizontal coordinates were scaled from a topographic map and have
 CZ1237.an estimated accuracy of +/- 6 seconds.
 CZ1237
 CZ1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1237.The vertical order pertains to the NGVD 29 superseded value.
 CZ1237
 CZ1237.The geoid height was determined by GEOID03.
 CZ1237
 CZ1237;                    North         East    Units  Estimated Accuracy
 CZ1237;SPC AZ C     -   203,560.      228,260.      MT  (+/- 180 meters Scaled)
 CZ1237
 CZ1237                          SUPERSEDED SURVEY CONTROL
 CZ1237
 CZ1237  NGVD 29 (??/??/92)  432.294  (m)         1418.28   (f) ADJ UNCH    1 2
 CZ1237
 CZ1237.Superseded values are not recommended for survey control.
 CZ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1237.See file dsdata.txt to determine how the superseded data were derived.
 CZ1237
 CZ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB291333(NAD 83)
 CZ1237_MARKER: DB = BENCH MARK DISK
 CZ1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1237_SP_SET: HEADGATE
 CZ1237_STAMPING: S 278 1948
 CZ1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1237+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ1237
 CZ1237  HISTORY     - Date     Condition        Report By
 CZ1237  HISTORY     - 1948     MONUMENTED       CGS
 CZ1237  HISTORY     - 1966     GOOD             NGS
 CZ1237  HISTORY     - 1980     GOOD             NGS
 CZ1237  HISTORY     - 1980     GOOD             NGS
 CZ1237  HISTORY     - 20070407 GOOD             GEOCAC
 CZ1237
 CZ1237                          STATION DESCRIPTION
 CZ1237
 CZ1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ1237'2.8 MI S FROM CASA GRANDE.
 CZ1237'2.8 MILES SOUTH ALONG THE COVERED WELLS ROAD FROM THE WATER TANK AT
 CZ1237'CASA GRANDE, 44.7 FEET WEST OF THE CENTER LINE OF THE ROAD, 9.3 FEET
 CZ1237'SOUTH OF THE CENTER LINE OF A ROAD RUNNING ALONG THE NORTH BANK OF THE
 CZ1237'IRRIGATION DITCH, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 CZ1237'HEADWALL OF A TWIN HEADGATE OF THE IRRIGATION DITCH.
 CZ1237
 CZ1237                          STATION RECOVERY (1966)
 CZ1237
 CZ1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1237'RECOVERED IN GOOD CONDITION.
 CZ1237
 CZ1237                          STATION RECOVERY (1980)
 CZ1237
 CZ1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1237'4.5 KILOMETERS (2.8 MILES) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1237'RAILROAD STATION IN CASA GRANDE, SET IN TOP OF THE EAST END OF THE
 CZ1237'SOUTH CONCRETE HEADWALL OF A TWIN HEADGATE OF AN IRRIGATION DITCH,
 CZ1237'13.9 METERS (45.4 FEET) WEST OF THE CENTERLINE OF THE ROAD, 25.5
 CZ1237'METERS (84 FEET) SOUTH OF A POWER POLE WITH THREE TRANSFORMERS,
 CZ1237'8.2 METERS (27 FEET) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 CZ1237'BRIDGE, 2.9 METERS (9.5 FEET) SOUTH OF THE CENTERLINE OF A DIRT ROAD
 CZ1237'NOTE  THIS MARK WAS NOT LEVELED IN 1981.
 CZ1237'LEADING EAST-WEST ALONG THE IRRIGATION DITCH AND 0.3 METER (1 FOOT)
 CZ1237'WEST OF THE EAST END OF THE HEADWALL.
 CZ1237'THE MARK IS 0.3 M BELOW CENTERLINE OF ROAD.
 CZ1237
 CZ1237                          STATION RECOVERY (1980)
 CZ1237
 CZ1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1237'4.5 KILOMETERS (2.8 MILES) SOUTH ALONG COVERED WELLS ROAD FROM THE
 CZ1237'RAILROAD STATION IN CASA GRANDE, SET IN TOP OF THE EAST END OF THE
 CZ1237'SOUTH CONCRETE HEADWALL OF A TWIN HEADGATE OF AN IRRIGATION DITCH,
 CZ1237'13.9 METERS (45.4 FEET) WEST OF THE CENTERLINE OF THE ROAD, 25.5
 CZ1237'METERS (84 FEET) SOUTH OF A POWER POLE WITH THREE TRANSFORMERS,
 CZ1237'8.2 METERS (27 FEET) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 CZ1237'BRIDGE, 2.9 METERS (9.5 FEET) SOUTH OF THE CENTERLINE OF A DIRT ROAD
 CZ1237'NOTE  THIS MARK WAS NOT LEVELED IN 1981.
 CZ1237'LEADING EAST-WEST ALONG THE IRRIGATION DITCH AND 0.3 METER (1 FOOT)
 CZ1237'WEST OF THE EAST END OF THE HEADWALL.
 CZ1237'THE MARK IS 0.3 M BELOW CENTERLINE OF ROAD.
 CZ1237
 CZ1237                          STATION RECOVERY (2007)
 CZ1237
 CZ1237'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0082 ***********************************************************************
 ET0082  DESIGNATION -  S 28
 ET0082  PID         -  ET0082
 ET0082  STATE/COUNTY-  AZ/YAVAPAI
 ET0082  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0082
 ET0082                         *CURRENT SURVEY CONTROL
 ET0082  ___________________________________________________________________
 ET0082* NAD 83(1986)-  34 43 35.     (N)    112 08 50.     (W)     SCALED    
 ET0082* NAVD 88     -      1963.395  (meters)    6441.57   (feet)  POSTED    
 ET0082  ___________________________________________________________________
 ET0082  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ET0082  DYNAMIC HT  -        1960.630 (meters)    6432.50  (feet)  COMP
 ET0082  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 ET0082
 ET0082  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0082
 ET0082.The horizontal coordinates were scaled from a topographic map and have
 ET0082.an estimated accuracy of +/- 6 seconds.
 ET0082
 ET0082.The orthometric height was determined by differential leveling
 ET0082.and adjusted in November 2005.
 ET0082.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0082.rate of 2.1 thru 3.0 mm/km.
 ET0082
 ET0082.The geoid height was determined by GEOID03.
 ET0082
 ET0082.The dynamic height is computed by dividing the NAVD 88
 ET0082.geopotential number by the normal gravity value computed on the
 ET0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0082.degrees latitude (g = 980.6199 gals.).
 ET0082
 ET0082.The modeled gravity was interpolated from observed gravity values.
 ET0082
 ET0082;                    North         East    Units  Estimated Accuracy
 ET0082;SPC AZ C     -   413,250.      192,250.      MT  (+/- 180 meters Scaled)
 ET0082
 ET0082                          SUPERSEDED SURVEY CONTROL
 ET0082
 ET0082  NGVD 29 (??/??/92) 1962.479  (m)         6438.57   (f) ADJ UNCH    1 2
 ET0082
 ET0082.Superseded values are not recommended for survey control.
 ET0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0082.See file dsdata.txt to determine how the superseded data were derived.
 ET0082
 ET0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD949433(NAD 83)
 ET0082_MARKER: DB = BENCH MARK DISK
 ET0082_SETTING: 66 = SET IN ROCK OUTCROP
 ET0082_SP_SET: LIMESTONE LEDGE
 ET0082_STAMPING: 6438.566 S 28 1933
 ET0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0082+STABILITY: POSITION/ELEVATION WELL
 ET0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0082+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2006
 ET0082
 ET0082  HISTORY     - Date     Condition        Report By
 ET0082  HISTORY     - 1933     MONUMENTED       CGS
 ET0082  HISTORY     - 1952     MARK NOT FOUND   USGS
 ET0082  HISTORY     - 20060122 GOOD             GEOCAC
 ET0082
 ET0082                          STATION DESCRIPTION
 ET0082
 ET0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0082'5.4 MI SW FROM JEROME.
 ET0082'AT SIDE OF HIGHWAY, 2.3 MILE NORTH OF MINGUS MOUNTAIN GRADE SUMMIT,
 ET0082'NORTH SLOPE OF GULCH, 200 FEET WEST OF POWER LINE, OUTSIDE OF HAIRPIN
 ET0082'CURVE, 25 FEET WEST OF HIGHWAY CENTER-LINE, IN VERTICAL FACE OF
 ET0082'LIMESTONE LEDGE PAINTED WHITE B.M.
 ET0082
 ET0082                          STATION RECOVERY (1952)
 ET0082
 ET0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ET0082'MARK NOT FOUND.
 ET0082
 ET0082                          STATION RECOVERY (2006)
 ET0082
 ET0082'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0711 ***********************************************************************
 ET0711  DESIGNATION -  S 280
 ET0711  PID         -  ET0711
 ET0711  STATE/COUNTY-  AZ/LA PAZ
 ET0711  USGS QUAD   -  POWERLINE WELL (1990)
 ET0711
 ET0711                         *CURRENT SURVEY CONTROL
 ET0711  ___________________________________________________________________
 ET0711* NAD 83(1986)-  34 04 14.     (N)    113 53 13.     (W)     SCALED    
 ET0711* NAVD 88     -       442.90   (+/-2cm)    1453.1    (feet)  VERTCON   
 ET0711  ___________________________________________________________________
 ET0711  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 ET0711  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0711
 ET0711.The horizontal coordinates were scaled from a topographic map and have
 ET0711.an estimated accuracy of +/- 6 seconds.
 ET0711
 ET0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0711.The vertical order pertains to the NGVD 29 superseded value.
 ET0711
 ET0711.The geoid height was determined by GEOID03.
 ET0711
 ET0711;                    North         East    Units  Estimated Accuracy
 ET0711;SPC AZ W     -   340,500.      200,720.      MT  (+/- 180 meters Scaled)
 ET0711
 ET0711                          SUPERSEDED SURVEY CONTROL
 ET0711
 ET0711  NGVD 29 (??/??/92)  442.242  (m)         1450.92   (f) ADJ UNCH    1 2
 ET0711
 ET0711.Superseded values are not recommended for survey control.
 ET0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0711.See file dsdata.txt to determine how the superseded data were derived.
 ET0711
 ET0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC335737(NAD 83)
 ET0711_MARKER: DB = BENCH MARK DISK
 ET0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0711_STAMPING: S 280 1948
 ET0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0711+STABILITY: SURFACE MOTION
 ET0711
 ET0711  HISTORY     - Date     Condition        Report By
 ET0711  HISTORY     - 1948     MONUMENTED       CGS
 ET0711  HISTORY     - 1967     GOOD             USGS
 ET0711
 ET0711                          STATION DESCRIPTION
 ET0711
 ET0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0711'13.1 MI NE FROM BOUSE.
 ET0711'13.1 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0711'AT BOUSE, ABOUT 36 YARDS NORTH OF THE CENTER LINE OF A T-INTERSECTION
 ET0711'OF A ROAD LEADING EAST, 39 FEET WEST OF THE CENTER LINE OF THE MAIN
 ET0711'ROAD, 3.4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 ET0711'FOOT ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 ET0711'PROJECTING 6 INCHES ABOVE GROUND.
 ET0711
 ET0711                          STATION RECOVERY (1967)
 ET0711
 ET0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ET0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1210 ***********************************************************************
 DV1210  DESIGNATION -  S 281
 DV1210  PID         -  DV1210
 DV1210  STATE/COUNTY-  AZ/LA PAZ
 DV1210  USGS QUAD   -  EAST OF UTTING (1990)
 DV1210
 DV1210                         *CURRENT SURVEY CONTROL
 DV1210  ___________________________________________________________________
 DV1210* NAD 83(1986)-  33 45 02.     (N)    113 46 06.     (W)     SCALED    
 DV1210* NAVD 88     -       413.07   (+/-2cm)    1355.2    (feet)  VERTCON   
 DV1210  ___________________________________________________________________
 DV1210  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV1210  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1210
 DV1210.The horizontal coordinates were scaled from a topographic map and have
 DV1210.an estimated accuracy of +/- 6 seconds.
 DV1210
 DV1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1210.The vertical order pertains to the NGVD 29 superseded value.
 DV1210
 DV1210.The geoid height was determined by GEOID03.
 DV1210
 DV1210;                    North         East    Units  Estimated Accuracy
 DV1210;SPC AZ W     -   305,000.      211,660.      MT  (+/- 180 meters Scaled)
 DV1210
 DV1210                          SUPERSEDED SURVEY CONTROL
 DV1210
 DV1210  NGVD 29 (??/??/92)  412.386  (m)         1352.97   (f) ADJ UNCH    1 2
 DV1210
 DV1210.Superseded values are not recommended for survey control.
 DV1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1210.See file dsdata.txt to determine how the superseded data were derived.
 DV1210
 DV1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC435379(NAD 83)
 DV1210_MARKER: DB = BENCH MARK DISK
 DV1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1210_STAMPING: S 281 1948
 DV1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1210+STABILITY: SURFACE MOTION
 DV1210
 DV1210  HISTORY     - Date     Condition        Report By
 DV1210  HISTORY     - 1948     MONUMENTED       CGS
 DV1210
 DV1210                          STATION DESCRIPTION
 DV1210
 DV1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1210'1.0 MI NW FROM VICKSBURG.
 DV1210'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV1210'FROM THE STATION SIGNBOARD AT VICKSBURG, 0.3 MILE NORTHWEST OF
 DV1210'MILEPOST 61, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 40.6
 DV1210'FEET SOUTHEAST OF A POLE, 3.6 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 DV1210'POST, AND ABOUT 2 FEET BELOW THE SURFACE OF THE TRACK.  SET IN THE TOP
 DV1210'OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0696 ***********************************************************************
 DU0696  DESIGNATION -  S 282
 DU0696  PID         -  DU0696
 DU0696  STATE/COUNTY-  AZ/MARICOPA
 DU0696  USGS QUAD   -  HIGLEY (1981)
 DU0696
 DU0696                         *CURRENT SURVEY CONTROL
 DU0696  ___________________________________________________________________
 DU0696* NAD 83(1986)-  33 19 15.     (N)    111 40 12.     (W)     SCALED    
 DU0696* NAVD 88     -       409.63   (+/-2cm)    1343.9    (feet)  VERTCON   
 DU0696  ___________________________________________________________________
 DU0696  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0696  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0696
 DU0696.The horizontal coordinates were scaled from a topographic map and have
 DU0696.an estimated accuracy of +/- 6 seconds.
 DU0696
 DU0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0696.The vertical order pertains to the NGVD 29 superseded value.
 DU0696
 DU0696.The geoid height was determined by GEOID03.
 DU0696
 DU0696;                    North         East    Units  Estimated Accuracy
 DU0696;SPC AZ C     -   257,360.      236,330.      MT  (+/- 180 meters Scaled)
 DU0696
 DU0696                          SUPERSEDED SURVEY CONTROL
 DU0696
 DU0696  NGVD 29 (??/??/92)  409.12   (m)         1342.3    (f) COMPUTED    1 2
 DU0696
 DU0696.Superseded values are not recommended for survey control.
 DU0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0696.See file dsdata.txt to determine how the superseded data were derived.
 DU0696
 DU0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB376870(NAD 83)
 DU0696_MARKER: DB = BENCH MARK DISK
 DU0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0696_STAMPING: S 282 1948
 DU0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0696+STABILITY: SURFACE MOTION
 DU0696
 DU0696  HISTORY     - Date     Condition        Report By
 DU0696  HISTORY     - 1948     MONUMENTED       CGS
 DU0696  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU0696
 DU0696                          STATION DESCRIPTION
 DU0696
 DU0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0696'8.2 MI N FROM RITTENHOUSE.
 DU0696'5.2 MILES NORTH ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO.
 DU0696'RAILROAD STATION SIGNBOARD AT RITTENHOUSE, THENCE 2 MILES WEST ALONG A
 DU0696'COUNTY ROAD, THENCE 1 MILE SOUTH ALONG A COUNTY ROAD, AT WILLIAMS
 DU0696'FIELD, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF
 DU0696'THE WEST END OF THE NORTH GATE, ABOUT 3 FEET ABOVE THE SURFACE OF THE
 DU0696'ROAD, 1 FOOT NORTH OF THE BOUNDARY FENCE, AND 2.5 FEET WEST OF A WHITE
 DU0696'WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DU0696'INCHES ABOVE GROUND.
 DU0696
 DU0696                          STATION RECOVERY (1967)
 DU0696
 DU0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0379 ***********************************************************************
 CZ0379  DESIGNATION -  S 283
 CZ0379  PID         -  CZ0379
 CZ0379  STATE/COUNTY-  AZ/PINAL
 CZ0379  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0379
 CZ0379                         *CURRENT SURVEY CONTROL
 CZ0379  ___________________________________________________________________
 CZ0379* NAD 83(1986)-  32 52 45.     (N)    111 28 50.     (W)     SCALED    
 CZ0379* NAVD 88     -       450.024  (meters)    1476.45   (feet)  ADJUSTED  
 CZ0379  ___________________________________________________________________
 CZ0379  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0379  DYNAMIC HT  -         449.464 (meters)    1474.62  (feet)  COMP
 CZ0379  MODELED GRAV-     979,380.3   (mgal)                       NAVD 88
 CZ0379
 CZ0379  VERT ORDER  -  FIRST     CLASS II
 CZ0379
 CZ0379.The horizontal coordinates were scaled from a topographic map and have
 CZ0379.an estimated accuracy of +/- 6 seconds.
 CZ0379
 CZ0379.The orthometric height was determined by differential leveling
 CZ0379.and adjusted in November 1993.
 CZ0379
 CZ0379.The geoid height was determined by GEOID03.
 CZ0379
 CZ0379.The dynamic height is computed by dividing the NAVD 88
 CZ0379.geopotential number by the normal gravity value computed on the
 CZ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0379.degrees latitude (g = 980.6199 gals.).
 CZ0379
 CZ0379.The modeled gravity was interpolated from observed gravity values.
 CZ0379
 CZ0379;                    North         East    Units  Estimated Accuracy
 CZ0379;SPC AZ C     -   208,440.      254,170.      MT  (+/- 180 meters Scaled)
 CZ0379
 CZ0379                          SUPERSEDED SURVEY CONTROL
 CZ0379
 CZ0379  NGVD 29 (??/??/92)  449.820  (m)         1475.78   (f) ADJ UNCH    1 2
 CZ0379
 CZ0379.Superseded values are not recommended for survey control.
 CZ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0379.See file dsdata.txt to determine how the superseded data were derived.
 CZ0379
 CZ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB550379(NAD 83)
 CZ0379_MARKER: DB = BENCH MARK DISK
 CZ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0379_SP_SET: CONCRETE POST
 CZ0379_STAMPING: S 283 1949
 CZ0379_MARK LOGO: CGS   
 CZ0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0379+STABILITY: SURFACE MOTION
 CZ0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0379+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0379
 CZ0379  HISTORY     - Date     Condition        Report By
 CZ0379  HISTORY     - 1949     MONUMENTED       CGS
 CZ0379  HISTORY     - 1967     GOOD             NGS
 CZ0379  HISTORY     - 19920106 GOOD             NGS
 CZ0379  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0379
 CZ0379                          STATION DESCRIPTION
 CZ0379
 CZ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0379'13.4 MI N FROM PICACHO.
 CZ0379'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0379'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 9.7 MILES NORTH ALONG
 CZ0379'THE SOUTHERN PACIFIC RAILROAD, THENCE 1.3 MILES SOUTHEAST ALONG A DIRT
 CZ0379'ROAD ON THE NORTH BANK OF THE CASA GRANDE-FLORENCE CANAL, THENCE 1.4
 CZ0379'MILES NORTHEAST ALONG A PRIVATE DIRT ROAD, OR ABOUT 1.0 MILE NORTHWEST
 CZ0379'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE DISTRICT 33 ELEMENTARY
 CZ0379'SCHOOL AT PICACHO, THENCE 10.6 MILES NORTH ALONG THE SOUTHERN PACIFIC
 CZ0379'RAILROAD, THENCE 1.8 MILES EAST ALONG A GRAVELED ROAD, IN S 26 T 6 S,
 CZ0379'R 8 E, 48 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 33 FEET SOUTH
 CZ0379'OF THE CENTER LINE OF THE GRAVELED ROAD, 52 FEET EAST OF A POWER POLE
 CZ0379'BRACED BY A GUY WIRE, 1.0 FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A
 CZ0379'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 CZ0379'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CZ0379
 CZ0379                          STATION RECOVERY (1992)
 CZ0379
 CZ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0379'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0379'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0379'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0379'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0379'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ0379'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ0379'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ0379'BARTLETT ROAD, THENCE 4.0 KM (2.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ0379'THENCE 1.6 KM (1.00 MI) WESTERLY ALONG KLECK ROAD, THENCE 3.2 KM
 CZ0379'(2.00 MI) SOUTHERLY ALONG A GRAVELED ROAD, 18.8 M (61.7 FT) WEST OF
 CZ0379'THE EXTENDED CENTER OF THE ROAD, 15.7 M (51.5 FT) EAST OF A UTILITY
 CZ0379'POLE WITH A GUY CABLE, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF A
 CZ0379'GRAVELED ROAD, 9.3 M (30.5 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT)
 CZ0379'NORTH OF A FENCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0
 CZ0379'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.1 M
 CZ0379'(0.3 FT) BELOW THE GROUND SURFACE.
 CZ0379
 CZ0379                          STATION RECOVERY (2007)
 CZ0379
 CZ0379'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0379'RECOVERED AS DESCRIBED IN THE 1992 NOTE, EXCEPT THAT THE MARK IS NOW
 CZ0379'FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0202 ***********************************************************************
 DV0202  DESIGNATION -  S 284
 DV0202  PID         -  DV0202
 DV0202  STATE/COUNTY-  AZ/MARICOPA
 DV0202  USGS QUAD   -  GLENDALE (1982)
 DV0202
 DV0202                         *CURRENT SURVEY CONTROL
 DV0202  ___________________________________________________________________
 DV0202* NAD 83(1986)-  33 31 06.     (N)    112 09 05.     (W)     SCALED    
 DV0202* NAVD 88     -       351.27   (+/-2cm)    1152.5    (feet)  VERTCON   
 DV0202  ___________________________________________________________________
 DV0202  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0202
 DV0202.The horizontal coordinates were scaled from a topographic map and have
 DV0202.an estimated accuracy of +/- 6 seconds.
 DV0202
 DV0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0202.The vertical order pertains to the NGVD 29 superseded value.
 DV0202
 DV0202.The geoid height was determined by GEOID03.
 DV0202
 DV0202;                    North         East    Units  Estimated Accuracy
 DV0202;SPC AZ C     -   279,260.      191,560.      MT  (+/- 180 meters Scaled)
 DV0202
 DV0202                          SUPERSEDED SURVEY CONTROL
 DV0202
 DV0202  NGVD 29 (??/??/92)  350.695  (m)         1150.57   (f) ADJ UNCH    2 0
 DV0202
 DV0202.Superseded values are not recommended for survey control.
 DV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0202.See file dsdata.txt to determine how the superseded data were derived.
 DV0202
 DV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC930093(NAD 83)
 DV0202_MARKER: DB = BENCH MARK DISK
 DV0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0202_STAMPING: S 284 1949
 DV0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0202+STABILITY: SURFACE MOTION
 DV0202
 DV0202  HISTORY     - Date     Condition        Report By
 DV0202  HISTORY     - 1949     MONUMENTED       CGS
 DV0202  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0202  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0202
 DV0202                          STATION DESCRIPTION
 DV0202
 DV0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV0202'7.5 MI NW FROM PHOENIX.
 DV0202'6.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0202'FROM THE UNION STATION AT PHOENIX, THENCE 0.6 MILE NORTH ALONG THE
 DV0202'BLACK CANYON ROAD.  75 FEET EAST OF THE NORTHEAST CORNER OF A RANCH
 DV0202'HOUSE, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE
 DV0202'RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE SURFACE OF THE ROAD, AND 3
 DV0202'FEET NORTH OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A
 DV0202'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 DV0202
 DV0202                          STATION RECOVERY (2006)
 DV0202
 DV0202'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0202'MARK NOT FOUND.
 DV0202
 DV0202                          STATION RECOVERY (2007)
 DV0202
 DV0202'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0202'THE EDGE OF THE PAVEMENT IS MORE THAN 32 FEET FROM THE CENTERLINE.
 DV0202'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0378 ***********************************************************************
 GR0378  DESIGNATION -  S 285
 GR0378  PID         -  GR0378
 GR0378  STATE/COUNTY-  AZ/MOHAVE
 GR0378  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0378
 GR0378                         *CURRENT SURVEY CONTROL
 GR0378  ___________________________________________________________________
 GR0378* NAD 83(2007)-  36 04 41.34509(N)    114 02 44.88331(W)     ADJUSTED  
 GR0378* NAVD 88     -       853.689  (meters)    2800.81   (feet)  POSTED    
 GR0378  ___________________________________________________________________
 GR0378  EPOCH DATE  -        2007.00
 GR0378  X           -  -2,103,166.295 (meters)                     COMP
 GR0378  Y           -  -4,713,644.597 (meters)                     COMP
 GR0378  Z           -   3,735,690.541 (meters)                     COMP
 GR0378  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 GR0378  ELLIP HEIGHT-         826.683 (meters)          (02/10/07) ADJUSTED
 GR0378  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GR0378  DYNAMIC HT  -         852.780 (meters)    2797.83  (feet)  COMP
 GR0378
 GR0378  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GR0378  Type    PID    Designation                      North   East  Ellip
 GR0378  -------------------------------------------------------------------
 GR0378  NETWORK GR0378 S 285                             0.39   0.24   0.61
 GR0378  -------------------------------------------------------------------
 GR0378  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 GR0378
 GR0378  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0378
 GR0378.The horizontal coordinates were established by GPS observations
 GR0378.and adjusted by the National Geodetic Survey in February 2007.
 GR0378
 GR0378.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GR0378.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GR0378.The horizontal coordinates are valid at the epoch date displayed above.
 GR0378.The epoch date for horizontal control is a decimal equivalence
 GR0378.of Year/Month/Day.
 GR0378
 GR0378.The orthometric height was determined by differential leveling
 GR0378.and adjusted by the  in 1992.
 GR0378.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0378.was located on a no-check spur therefore a value was not computed.
 GR0378.No vertical observational check was made to the station.
 GR0378
 GR0378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0378
 GR0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0378
 GR0378.The ellipsoidal height was determined by GPS observations
 GR0378.and is referenced to NAD 83.
 GR0378
 GR0378.The geoid height was determined by GEOID03.
 GR0378
 GR0378.The dynamic height is computed by dividing the NAVD 88
 GR0378.geopotential number by the normal gravity value computed on the
 GR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0378.degrees latitude (g = 980.6199 gals.).
 GR0378
 GR0378.The modeled gravity was interpolated from observed gravity values.
 GR0378
 GR0378;                    North         East     Units Scale Factor Converg.
 GR0378;SPC AZ W     -   563,242.957   186,717.577   MT  0.99994208   -0 10 27.1
 GR0378;SPC AZ W     - 1,847,909.96    612,590.48   iFT  0.99994208   -0 10 27.1
 GR0378;UTM  11      - 3,996,657.487   766,028.413   MT  1.00047211   +1 44 26.6
 GR0378;UTM  12      - 3,996,912.140   225,720.392   MT  1.00052706   -1 47 41.1
 GR0378
 GR0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0378!SPC AZ W     -   0.99987027  x   0.99994208  =   0.99981236
 GR0378!UTM  11      -   0.99987027  x   1.00047211  =   1.00034232
 GR0378!UTM  12      -   0.99987027  x   1.00052706  =   1.00039726
 GR0378
 GR0378                          SUPERSEDED SURVEY CONTROL
 GR0378
 GR0378  NAD 83(1992)-  36 04 41.34486(N)    114 02 44.88249(W) AD(       ) B
 GR0378  ELLIP H (08/22/05)  826.681  (m)                       GP(       ) 3 1
 GR0378  NAVD 88 (08/22/05)  853.69   (m)         2800.8    (f) LEVELING    3  
 GR0378  NGVD 29 (??/??/92)  852.983  (m)         2798.50   (f) ADJ UNCH    1 1
 GR0378
 GR0378.Superseded values are not recommended for survey control.
 GR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0378.See file dsdata.txt to determine how the superseded data were derived.
 GR0378
 GR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6602896657(NAD 83)
 GR0378_MARKER: DB = BENCH MARK DISK
 GR0378_SETTING: 66 = SET IN ROCK OUTCROP
 GR0378_SP_SET: OUTCROP
 GR0378_STAMPING: S 285 1950
 GR0378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GR0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0378+STABILITY: POSITION/ELEVATION WELL
 GR0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0378+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GR0378
 GR0378  HISTORY     - Date     Condition        Report By
 GR0378  HISTORY     - 1950     MONUMENTED       CGS
 GR0378  HISTORY     - 20050401 GOOD             CGS
 GR0378
 GR0378                          STATION DESCRIPTION
 GR0378
 GR0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0378'6.9 MI SW FROM PIERCES FERRY.
 GR0378'5.8 MILES SOUTHWEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 GR0378'RANGER STATION AT PIERCES FERRY, THENCE 1.1 MILES NORTHEAST ALONG A
 GR0378'DIRT ROAD, 1.1 MILES NORTHEAST OF BM C 54 RESET, 140 FEET SOUTHWEST OF
 GR0378'THE CENTER LINE OF THE ROAD AT THE APPROXIMATE CENTER OF A WIDE CURVE,
 GR0378'10 1/2 FEET SOUTH OF A LARGE CAIRN, ON THE TOP OF THE EAST BANK OF A
 GR0378'DRY WASH, IN THE TOP OF A LARGE OUTCROP, AND ABOUT LEVEL WITH THE
 GR0378'ROAD.
 GR0378
 GR0378                          STATION RECOVERY (2005)
 GR0378
 GR0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2005
 GR0378'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0744 ***********************************************************************
 ET0744  DESIGNATION -  S 286
 ET0744  PID         -  ET0744
 ET0744  STATE/COUNTY-  AZ/MOHAVE
 ET0744  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0744
 ET0744                         *CURRENT SURVEY CONTROL
 ET0744  ___________________________________________________________________
 ET0744* NAD 83(1986)-  34 33 54.     (N)    113 34 36.     (W)     SCALED    
 ET0744* NAVD 88     -       488.163  (meters)    1601.58   (feet)  POSTED    
 ET0744  ___________________________________________________________________
 ET0744  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 ET0744  DYNAMIC HT  -         487.610 (meters)    1599.77  (feet)  COMP
 ET0744  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 ET0744
 ET0744  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0744
 ET0744.The horizontal coordinates were scaled from a topographic map and have
 ET0744.an estimated accuracy of +/- 6 seconds.
 ET0744
 ET0744.The orthometric height was determined by differential leveling
 ET0744.and adjusted in November 2005.
 ET0744.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0744.rate of 1.1 thru 2.0 mm/km.
 ET0744
 ET0744.The geoid height was determined by GEOID03.
 ET0744
 ET0744.The dynamic height is computed by dividing the NAVD 88
 ET0744.geopotential number by the normal gravity value computed on the
 ET0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0744.degrees latitude (g = 980.6199 gals.).
 ET0744
 ET0744.The modeled gravity was interpolated from observed gravity values.
 ET0744
 ET0744;                    North         East    Units  Estimated Accuracy
 ET0744;SPC AZ W     -   395,350.      229,270.      MT  (+/- 180 meters Scaled)
 ET0744
 ET0744                          SUPERSEDED SURVEY CONTROL
 ET0744
 ET0744  NGVD 29 (??/??/92)  487.465  (m)         1599.29   (f) ADJ UNCH    1 2
 ET0744
 ET0744.Superseded values are not recommended for survey control.
 ET0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0744.See file dsdata.txt to determine how the superseded data were derived.
 ET0744
 ET0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD636278(NAD 83)
 ET0744_MARKER: DB = BENCH MARK DISK
 ET0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0744_STAMPING: S 286 1950
 ET0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0744+STABILITY: SURFACE MOTION
 ET0744
 ET0744  HISTORY     - Date     Condition        Report By
 ET0744  HISTORY     - 1950     MONUMENTED       CGS
 ET0744  HISTORY     - 20010122 MARK NOT FOUND   AZ-015
 ET0744
 ET0744                          STATION DESCRIPTION
 ET0744
 ET0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0744'8.1 MI NE FROM SIGNAL.
 ET0744'8.1 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0744'INTERSECTION AT SIGNAL, 0.5 MILE NORTHWEST OF THE BLAND RANCHHOUSE,
 ET0744'0.1 MILE SOUTHEAST OF A FORD OF THE BIG SANDY RIVER, AT THE TOP OF A
 ET0744'STEEP CLIMB OUT OF THE BOTTOM OF THE RIVER, AT THE T JUNCTION OF A
 ET0744'TRACK ROAD LEADING SOUTHWEST, 36 1/2 FEET WEST OF THE CENTER LINE OF
 ET0744'THE ROAD, 11 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 1.9
 ET0744'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 ET0744'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0744
 ET0744                          STATION RECOVERY (2001)
 ET0744
 ET0744'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0613 ***********************************************************************
 ET0613  DESIGNATION -  S 287
 ET0613  PID         -  ET0613
 ET0613  STATE/COUNTY-  AZ/MOHAVE
 ET0613  USGS QUAD   -  KAISER SPRING (1980)
 ET0613
 ET0613                         *CURRENT SURVEY CONTROL
 ET0613  ___________________________________________________________________
 ET0613* NAD 83(1986)-  34 36 49.     (N)    113 24 33.     (W)     SCALED    
 ET0613* NAVD 88     -      1020.389  (meters)    3347.73   (feet)  POSTED    
 ET0613  ___________________________________________________________________
 ET0613  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 ET0613  DYNAMIC HT  -        1019.130 (meters)    3343.60  (feet)  COMP
 ET0613  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 ET0613
 ET0613  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0613
 ET0613.The horizontal coordinates were scaled from a topographic map and have
 ET0613.an estimated accuracy of +/- 6 seconds.
 ET0613
 ET0613.The orthometric height was determined by differential leveling
 ET0613.and adjusted in November 2005.
 ET0613.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0613.rate of 0.0 thru 1.0 mm/km.
 ET0613
 ET0613.The geoid height was determined by GEOID03.
 ET0613
 ET0613.The dynamic height is computed by dividing the NAVD 88
 ET0613.geopotential number by the normal gravity value computed on the
 ET0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0613.degrees latitude (g = 980.6199 gals.).
 ET0613
 ET0613.The modeled gravity was interpolated from observed gravity values.
 ET0613
 ET0613;                    North         East    Units  Estimated Accuracy
 ET0613;SPC AZ W     -   400,780.      244,620.      MT  (+/- 180 meters Scaled)
 ET0613
 ET0613                          SUPERSEDED SURVEY CONTROL
 ET0613
 ET0613  NGVD 29 (??/??/92) 1019.638  (m)         3345.26   (f) ADJ UNCH    1 2
 ET0613
 ET0613.Superseded values are not recommended for survey control.
 ET0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0613.See file dsdata.txt to determine how the superseded data were derived.
 ET0613
 ET0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD791328(NAD 83)
 ET0613_MARKER: DB = BENCH MARK DISK
 ET0613_SETTING: 66 = SET IN ROCK OUTCROP
 ET0613_SP_SET: GRANITE OUTCROP
 ET0613_STAMPING: S 287 1950
 ET0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0613+STABILITY: POSITION/ELEVATION WELL
 ET0613
 ET0613  HISTORY     - Date     Condition        Report By
 ET0613  HISTORY     - 1950     MONUMENTED       CGS
 ET0613  HISTORY     - 1975     GOOD             USGS
 ET0613
 ET0613                          STATION DESCRIPTION
 ET0613
 ET0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0613'18.1 MI SE FROM WIKIEUP.
 ET0613'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0613'WIKIEUP, THENCE 10.7 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.6
 ET0613'MILE WEST OF THE JUNCTION OF A NARROW GRADED DIRT ROAD LEADING NORTH,
 ET0613'0.25 MILE EAST OF A CATTLE GUARD, ON THE OUTSIDE OF A U CURVE, IN THE
 ET0613'TOP OF A GRANITE OUTCROP, 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 ET0613'OF THE EAST ONE OF TWO SMALL DRY WASHES, 21 FEET NORTHEAST OF THE
 ET0613'CENTER LINE OF THE ROAD, 16 FEET SOUTH OF A 6-INCH LEANING JUNIPER
 ET0613'TREE, ABOUT 3 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 ET0613'PAINTED LETTERS B M.
 ET0613
 ET0613                          STATION RECOVERY (1975)
 ET0613
 ET0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0613'WIKIEUP, 8.0 MI S. OF, ALONG STATE HWY. 93, THENCE 8.1 MI E. ALONG
 ET0613'COUNTY RD., THENCE SHARP LEFT TURN AT T-JCT. ON OLD ABANDONED RD.,
 ET0613'THENCE 0.6 MI W. TO U-CURVE AND BM ON RIGHT. 26 FT E. OF CENTERLINE
 ET0613'OF RD., 26 FT SE. OF CENTERLINE OF SMALL DRY WASH, ABOUT 3 FT HIGHER
 ET0613'THAN RD. IN GRANITE OUTCROP. NGS TABLET STAMPED S 287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0359 ***********************************************************************
 ET0359  DESIGNATION -  S 288
 ET0359  PID         -  ET0359
 ET0359  STATE/COUNTY-  AZ/YAVAPAI
 ET0359  USGS QUAD   -  KIRKLAND (1969)
 ET0359
 ET0359                         *CURRENT SURVEY CONTROL
 ET0359  ___________________________________________________________________
 ET0359* NAD 83(1986)-  34 28 09.     (N)    112 41 27.     (W)     SCALED    
 ET0359* NAVD 88     -      1270.056  (meters)    4166.84   (feet)  POSTED    
 ET0359  ___________________________________________________________________
 ET0359  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 ET0359  DYNAMIC HT  -        1268.380 (meters)    4161.34  (feet)  COMP
 ET0359  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 ET0359
 ET0359  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0359
 ET0359.The horizontal coordinates were scaled from a topographic map and have
 ET0359.an estimated accuracy of +/- 6 seconds.
 ET0359
 ET0359.The orthometric height was determined by differential leveling
 ET0359.and adjusted in November 2005.
 ET0359
 ET0359.The geoid height was determined by GEOID03.
 ET0359
 ET0359.The dynamic height is computed by dividing the NAVD 88
 ET0359.geopotential number by the normal gravity value computed on the
 ET0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0359.degrees latitude (g = 980.6199 gals.).
 ET0359
 ET0359.The modeled gravity was interpolated from observed gravity values.
 ET0359
 ET0359;                    North         East    Units  Estimated Accuracy
 ET0359;SPC AZ C     -   384,960.      142,240.      MT  (+/- 180 meters Scaled)
 ET0359
 ET0359                          SUPERSEDED SURVEY CONTROL
 ET0359
 ET0359  NGVD 29 (??/??/92) 1269.256  (m)         4164.22   (f) ADJ UNCH    1 2
 ET0359
 ET0359.Superseded values are not recommended for survey control.
 ET0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0359.See file dsdata.txt to determine how the superseded data were derived.
 ET0359
 ET0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD447154(NAD 83)
 ET0359_MARKER: DB = BENCH MARK DISK
 ET0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0359_SP_SET: CULVERT
 ET0359_STAMPING: S 288 1950
 ET0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0359
 ET0359  HISTORY     - Date     Condition        Report By
 ET0359  HISTORY     - 1950     MONUMENTED       CGS
 ET0359
 ET0359                          STATION DESCRIPTION
 ET0359
 ET0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0359'2.1 MI S FROM SKULL VALLEY.
 ET0359'2.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0359'THE STATION AT SKULL VALLEY, 0.35 MILE NORTH OF MILEPOLE 83, AT A
 ET0359'42-INCH CONCRETE PIPE CULVERT NO. C 83, IN THE TOP OF THE NORTH END OF
 ET0359'THE EAST CONCRETE HEAD WALL, 25.1 FEET EAST OF THE EAST RAIL, AND
 ET0359'ABOUT 10 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0331 ***********************************************************************
 ES0331  DESIGNATION -  S 29
 ES0331  PID         -  ES0331
 ES0331  STATE/COUNTY-  AZ/GILA
 ES0331  USGS QUAD   -  STRAWBERRY (1967)
 ES0331
 ES0331                         *CURRENT SURVEY CONTROL
 ES0331  ___________________________________________________________________
 ES0331* NAD 83(1986)-  34 24 09.     (N)    111 36 07.     (W)     SCALED    
 ES0331* NAVD 88     -      1433.139  (meters)    4701.89   (feet)  ADJUSTED  
 ES0331  ___________________________________________________________________
 ES0331  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 ES0331  DYNAMIC HT  -        1431.213 (meters)    4695.57  (feet)  COMP
 ES0331  MODELED GRAV-     979,241.4   (mgal)                       NAVD 88
 ES0331
 ES0331  VERT ORDER  -  FIRST     CLASS II
 ES0331
 ES0331.The horizontal coordinates were scaled from a topographic map and have
 ES0331.an estimated accuracy of +/- 6 seconds.
 ES0331
 ES0331.The orthometric height was determined by differential leveling
 ES0331.and adjusted in June 1991.
 ES0331.WARNING-Repeat measurements at this control monument indicate possible
 ES0331.vertical movement.
 ES0331
 ES0331.The geoid height was determined by GEOID03.
 ES0331
 ES0331.The dynamic height is computed by dividing the NAVD 88
 ES0331.geopotential number by the normal gravity value computed on the
 ES0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0331.degrees latitude (g = 980.6199 gals.).
 ES0331
 ES0331.The modeled gravity was interpolated from observed gravity values.
 ES0331
 ES0331;                    North         East    Units  Estimated Accuracy
 ES0331;SPC AZ E     -   378,230.       81,400.      MT  (+/- 180 meters Scaled)
 ES0331
 ES0331                          SUPERSEDED SURVEY CONTROL
 ES0331
 ES0331  NGVD 29 (??/??/92) 1432.428  (m)         4699.56   (f) ADJ UNCH    1 2
 ES0331
 ES0331.Superseded values are not recommended for survey control.
 ES0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0331.See file dsdata.txt to determine how the superseded data were derived.
 ES0331
 ES0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD446069(NAD 83)
 ES0331_MARKER: DB = BENCH MARK DISK
 ES0331_SETTING: 66 = SET IN ROCK OUTCROP
 ES0331_SP_SET: MALPAIS ROCK
 ES0331_MARK LOGO: CGS   
 ES0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0331+STABILITY: POSITION/ELEVATION WELL
 ES0331
 ES0331  HISTORY     - Date     Condition        Report By
 ES0331  HISTORY     - UNK      MONUMENTED       CGS
 ES0331  HISTORY     - 1933     GOOD             NGS
 ES0331  HISTORY     - 1982     GOOD             NGS
 ES0331
 ES0331                          STATION DESCRIPTION
 ES0331
 ES0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0331'10.4 MI NW FROM PINE.
 ES0331'AT SIDE OF FOSSIL CREEK HIGHWAY GRADE, 2.4 MILES EAST (BY ROAD) OF
 ES0331'IRVING POWER PLANT, 600 FEET WEST OF WHITE CONGLOMERATE ROCK CUT, EAST
 ES0331'SLOPE OF GULCH, 18 FEET SOUTH OF HIGHWAY CENTER-LINE, IN VERTICAL FACE
 ES0331'OF MALPAIS ROCK PAINTED WHITE B.M.
 ES0331
 ES0331                          STATION RECOVERY (1982)
 ES0331
 ES0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0331'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0331'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0331'IN PINE, THENCE 12.1 KM (7.5 MI) WEST ALONG FOSSIL CREEK ROAD,
 ES0331'VERTICALLY IN THE NORTH FACE OF A PORTION OF A LARGE BOULDER ON THE
 ES0331'EAST BANK OF A SMALL WASH, 5.2 METERS (17 FT) SOUTH OF THE ROAD
 ES0331'CENTERLINE, 0.9 METER (3 FT) EAST OF THE CENTER OF THE WASH.
 ES0331'THE MARK IS 0.7 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0048 ***********************************************************************
 GP0048  DESIGNATION -  S 29
 GP0048  PID         -  GP0048
 GP0048  STATE/COUNTY-  AZ/NAVAJO
 GP0048  USGS QUAD   -  BOOT MESA (1988)
 GP0048
 GP0048                         *CURRENT SURVEY CONTROL
 GP0048  ___________________________________________________________________
 GP0048* NAD 83(1986)-  36 59 52.     (N)    110 16 35.     (W)     SCALED    
 GP0048* NAVD 88     -      1553.220  (meters)    5095.86   (feet)  ADJUSTED  
 GP0048  ___________________________________________________________________
 GP0048  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 GP0048  DYNAMIC HT  -        1551.427 (meters)    5089.97  (feet)  COMP
 GP0048  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 GP0048
 GP0048  VERT ORDER  -  FIRST     CLASS II
 GP0048
 GP0048.The horizontal coordinates were scaled from a topographic map and have
 GP0048.an estimated accuracy of +/- 6 seconds.
 GP0048
 GP0048.The orthometric height was determined by differential leveling
 GP0048.and adjusted in June 1991.
 GP0048
 GP0048.The geoid height was determined by GEOID03.
 GP0048
 GP0048.The dynamic height is computed by dividing the NAVD 88
 GP0048.geopotential number by the normal gravity value computed on the
 GP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0048.degrees latitude (g = 980.6199 gals.).
 GP0048
 GP0048.The modeled gravity was interpolated from observed gravity values.
 GP0048
 GP0048;                    North         East    Units  Estimated Accuracy
 GP0048;SPC AZ E     -   665,230.      203,590.      MT  (+/- 180 meters Scaled)
 GP0048
 GP0048                          SUPERSEDED SURVEY CONTROL
 GP0048
 GP0048  NGVD 29 (??/??/92) 1552.301  (m)         5092.84   (f) ADJ UNCH    1 2
 GP0048
 GP0048.Superseded values are not recommended for survey control.
 GP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0048.See file dsdata.txt to determine how the superseded data were derived.
 GP0048
 GP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF643948(NAD 83)
 GP0048_MARKER: DD = SURVEY DISK
 GP0048_SETTING: 80 = SET IN A BOULDER
 GP0048_SP_SET: BOULDER
 GP0048_STAMPING: S 29 1946
 GP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0048+STABILITY: SURFACE MOTION
 GP0048
 GP0048  HISTORY     - Date     Condition        Report By
 GP0048  HISTORY     - 1946     MONUMENTED       BOR
 GP0048  HISTORY     - 1962     GOOD             NGS
 GP0048
 GP0048                          STATION DESCRIPTION
 GP0048
 GP0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0048'4.0 MI SE FROM OLJETO.
 GP0048'ABOUT 4.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 GP0048'OLJETO, UTAH.  0.15 MILE SOUTHEAST OF TWO INDIAN HOGANS, 182 FEET
 GP0048'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTHEAST OF A METAL
 GP0048'WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 GP0048'THE TOP OF A SANDSTONE BOULDER PROJECTING 30 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0580 ***********************************************************************
 ET0580  DESIGNATION -  S 290
 ET0580  PID         -  ET0580
 ET0580  STATE/COUNTY-  AZ/YAVAPAI
 ET0580  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0580
 ET0580                         *CURRENT SURVEY CONTROL
 ET0580  ___________________________________________________________________
 ET0580* NAD 83(1986)-  34 31 14.     (N)    113 06 08.     (W)     SCALED    
 ET0580* NAVD 88     -       859.269  (meters)    2819.12   (feet)  POSTED    
 ET0580  ___________________________________________________________________
 ET0580  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 ET0580  DYNAMIC HT  -         858.220 (meters)    2815.68  (feet)  COMP
 ET0580  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 ET0580
 ET0580  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0580
 ET0580.The horizontal coordinates were scaled from a topographic map and have
 ET0580.an estimated accuracy of +/- 6 seconds.
 ET0580
 ET0580.The orthometric height was determined by differential leveling
 ET0580.and adjusted in November 2005.
 ET0580.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0580.rate of 1.1 thru 2.0 mm/km.
 ET0580
 ET0580.The geoid height was determined by GEOID03.
 ET0580
 ET0580.The dynamic height is computed by dividing the NAVD 88
 ET0580.geopotential number by the normal gravity value computed on the
 ET0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0580.degrees latitude (g = 980.6199 gals.).
 ET0580
 ET0580.The modeled gravity was interpolated from observed gravity values.
 ET0580
 ET0580;                    North         East    Units  Estimated Accuracy
 ET0580;SPC AZ C     -   391,030.      104,510.      MT  (+/- 180 meters Scaled)
 ET0580
 ET0580                          SUPERSEDED SURVEY CONTROL
 ET0580
 ET0580  NGVD 29 (??/??/92)  858.541  (m)         2816.73   (f) ADJ UNCH    1 2
 ET0580
 ET0580.Superseded values are not recommended for survey control.
 ET0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0580.See file dsdata.txt to determine how the superseded data were derived.
 ET0580
 ET0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD070218(NAD 83)
 ET0580_MARKER: DB = BENCH MARK DISK
 ET0580_SETTING: 66 = SET IN ROCK OUTCROP
 ET0580_SP_SET: GRANITE OUTCROP
 ET0580_STAMPING: S 290 1950
 ET0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0580+STABILITY: POSITION/ELEVATION WELL
 ET0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0580+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 ET0580
 ET0580  HISTORY     - Date     Condition        Report By
 ET0580  HISTORY     - 1950     MONUMENTED       CGS
 ET0580  HISTORY     - 20080803 GOOD             GEOCAC
 ET0580
 ET0580                          STATION DESCRIPTION
 ET0580
 ET0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0580'8.8 MI SE FROM BAGDAD.
 ET0580'8.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0580'AT BAGDAD, 140 FEET NORTH OF THE SOUTHEAST END OF A ROCK CUT, ON THE
 ET0580'NORTH EDGE OF A SMALL DRY WASH, IN THE TOP OF A GRANITE OUTCROP, 117
 ET0580'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET LOWER
 ET0580'THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0580
 ET0580                          STATION RECOVERY (2008)
 ET0580
 ET0580'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0580'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0580'31.266' W113 06.131'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0561 ***********************************************************************
 CZ0561  DESIGNATION -  S 291
 CZ0561  PID         -  CZ0561
 CZ0561  STATE/COUNTY-  AZ/PIMA
 CZ0561  USGS QUAD   -  JAYNES (1992)
 CZ0561
 CZ0561                         *CURRENT SURVEY CONTROL
 CZ0561  ___________________________________________________________________
 CZ0561* NAD 83(1986)-  32 16 32.     (N)    111 00 16.     (W)     SCALED    
 CZ0561* NAVD 88     -       700.15   (+/-2cm)    2297.1    (feet)  VERTCON   
 CZ0561  ___________________________________________________________________
 CZ0561  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0561  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0561
 CZ0561.The horizontal coordinates were scaled from a topographic map and have
 CZ0561.an estimated accuracy of +/- 6 seconds.
 CZ0561
 CZ0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0561.The vertical order pertains to the NGVD 29 superseded value.
 CZ0561
 CZ0561.The geoid height was determined by GEOID03.
 CZ0561
 CZ0561;                    North         East    Units  Estimated Accuracy
 CZ0561;SPC AZ C     -   141,790.      299,290.      MT  (+/- 180 meters Scaled)
 CZ0561
 CZ0561                          SUPERSEDED SURVEY CONTROL
 CZ0561
 CZ0561  NGVD 29 (??/??/92)  699.483  (m)         2294.89   (f) ADJ UNCH    1 2
 CZ0561
 CZ0561.Superseded values are not recommended for survey control.
 CZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0561.See file dsdata.txt to determine how the superseded data were derived.
 CZ0561
 CZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA995709(NAD 83)
 CZ0561_MARKER: DB = BENCH MARK DISK
 CZ0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0561_SP_SET: BUILDING
 CZ0561_STAMPING: S 291 1951
 CZ0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0561
 CZ0561  HISTORY     - Date     Condition        Report By
 CZ0561  HISTORY     - 1951     MONUMENTED       CGS
 CZ0561
 CZ0561                          STATION DESCRIPTION
 CZ0561
 CZ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0561'2.3 MI SE FROM JAYNES.
 CZ0561'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 84 AND THE SOUTHERN PACIFIC
 CZ0561'RAILROAD FROM THE RAILROAD STATION AT JAYNES, 0.6 MILE SOUTHEAST ALONG
 CZ0561'THE SOUTHEAST-NORTHWEST RUNWAY FROM THE RAILROAD TRACKS, AT THE GILPIN
 CZ0561'AIRPORT, SET VERTICALLY IN THE SOUTHWEST FACE OF THE BRICK HANGER
 CZ0561'BUILDING SOUTHEAST OF THE CONTROL TOWER BUILDING, 2.7 FEET ABOVE THE
 CZ0561'GROUND, AND 0.7 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 CZ0561'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0899 ***********************************************************************
 CZ0899  DESIGNATION -  S 292
 CZ0899  PID         -  CZ0899
 CZ0899  STATE/COUNTY-  AZ/PIMA
 CZ0899  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0899
 CZ0899                         *CURRENT SURVEY CONTROL
 CZ0899  ___________________________________________________________________
 CZ0899* NAD 83(1986)-  32 27 39.     (N)    111 33 05.     (W)     SCALED    
 CZ0899* NAVD 88     -       661.35   (+/-2cm)    2169.8    (feet)  VERTCON   
 CZ0899  ___________________________________________________________________
 CZ0899  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0899  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0899
 CZ0899.The horizontal coordinates were scaled from a topographic map and have
 CZ0899.an estimated accuracy of +/- 6 seconds.
 CZ0899
 CZ0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0899.The vertical order pertains to the NGVD 29 superseded value.
 CZ0899
 CZ0899.The geoid height was determined by GEOID03.
 CZ0899
 CZ0899;                    North         East    Units  Estimated Accuracy
 CZ0899;SPC AZ C     -   162,020.      247,700.      MT  (+/- 180 meters Scaled)
 CZ0899
 CZ0899                          SUPERSEDED SURVEY CONTROL
 CZ0899
 CZ0899  NGVD 29 (??/??/92)  660.791  (m)         2167.95   (f) ADJ UNCH    2 0
 CZ0899
 CZ0899.Superseded values are not recommended for survey control.
 CZ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0899.See file dsdata.txt to determine how the superseded data were derived.
 CZ0899
 CZ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA481916(NAD 83)
 CZ0899_MARKER: DB = BENCH MARK DISK
 CZ0899_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0899_SP_SET: OUTCROP
 CZ0899_STAMPING: S 292 1951
 CZ0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0899+STABILITY: POSITION/ELEVATION WELL
 CZ0899
 CZ0899  HISTORY     - Date     Condition        Report By
 CZ0899  HISTORY     - 1951     MONUMENTED       CGS
 CZ0899
 CZ0899                          STATION DESCRIPTION
 CZ0899
 CZ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0899'3.5 MI NE FROM SILVER BELL CEMETERY.
 CZ0899'3.5 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0899'CEMETERY, AT A 50 FEET WIDE GRAVEL WASH LEADING NORTHWEST-SOUTHEAST,
 CZ0899'AND SET IN THE TOP OF A 7 BY 7 FEET OUTCROP IN THE SOUTHWEST SOUTHWEST
 CZ0899'EDGE OF THE WASH, 55 YARDS NORTH OF THE WELL ON THE WEST SIDE OF THE
 CZ0899'WASH, 38 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET
 CZ0899'SOUTHWEST OF THE CENTER LINE OF THE WASH, AND ABOUT 1 1/2 FEET HIGHER
 CZ0899'THAN THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0570 ***********************************************************************
 CZ0570  DESIGNATION -  S 293
 CZ0570  PID         -  CZ0570
 CZ0570  STATE/COUNTY-  AZ/PIMA
 CZ0570  USGS QUAD   -  MARANA (1992)
 CZ0570
 CZ0570                         *CURRENT SURVEY CONTROL
 CZ0570  ___________________________________________________________________
 CZ0570* NAD 83(1986)-  32 24 04.     (N)    111 10 30.     (W)     SCALED    
 CZ0570* NAVD 88     -       628.88   (+/-2cm)    2063.3    (feet)  VERTCON   
 CZ0570  ___________________________________________________________________
 CZ0570  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0570
 CZ0570.The horizontal coordinates were scaled from a topographic map and have
 CZ0570.an estimated accuracy of +/- 6 seconds.
 CZ0570
 CZ0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0570.The vertical order pertains to the NGVD 29 superseded value.
 CZ0570
 CZ0570.The geoid height was determined by GEOID03.
 CZ0570
 CZ0570;                    North         East    Units  Estimated Accuracy
 CZ0570;SPC AZ C     -   155,580.      283,130.      MT  (+/- 180 meters Scaled)
 CZ0570
 CZ0570                          SUPERSEDED SURVEY CONTROL
 CZ0570
 CZ0570  NGVD 29 (??/??/92)  628.263  (m)         2061.23   (f) ADJ UNCH    2 0
 CZ0570
 CZ0570.Superseded values are not recommended for survey control.
 CZ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0570.See file dsdata.txt to determine how the superseded data were derived.
 CZ0570
 CZ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA835849(NAD 83)
 CZ0570_MARKER: DB = BENCH MARK DISK
 CZ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0570_STAMPING: S 293 1951
 CZ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0570+STABILITY: SURFACE MOTION
 CZ0570
 CZ0570  HISTORY     - Date     Condition        Report By
 CZ0570  HISTORY     - 1951     MONUMENTED       CGS
 CZ0570
 CZ0570                          STATION DESCRIPTION
 CZ0570
 CZ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0570'2.8 MI SW FROM RILLITO.
 CZ0570'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0570'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0570'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 1.3 MILES WEST
 CZ0570'ALONG THE SILVER BELL ROAD, 0.6 MILE WEST OF A CATTLE GUARD AND EL
 CZ0570'PASO NATURAL GAS LINE, 25 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0570'ROAD, 10 FEET NORTHEAST OF THE CENTER OF A SMALL DRAIN DITCH AT THE
 CZ0570'NORTH EDGE OF THE ROAD, 2.6 FEET SOUTHWEST OF THE WITNESS POST, AND
 CZ0570'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0570'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0648 ***********************************************************************
 CZ0648  DESIGNATION -  S 294
 CZ0648  PID         -  CZ0648
 CZ0648  STATE/COUNTY-  AZ/PIMA
 CZ0648  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0648
 CZ0648                         *CURRENT SURVEY CONTROL
 CZ0648  ___________________________________________________________________
 CZ0648* NAD 83(1986)-  32 21 42.     (N)    111 22 20.     (W)     SCALED    
 CZ0648* NAVD 88     -       627.06   (+/-2cm)    2057.3    (feet)  VERTCON   
 CZ0648  ___________________________________________________________________
 CZ0648  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0648
 CZ0648.The horizontal coordinates were scaled from a topographic map and have
 CZ0648.an estimated accuracy of +/- 6 seconds.
 CZ0648
 CZ0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0648.The vertical order pertains to the NGVD 29 superseded value.
 CZ0648
 CZ0648.The geoid height was determined by GEOID03.
 CZ0648
 CZ0648;                    North         East    Units  Estimated Accuracy
 CZ0648;SPC AZ C     -   151,100.      264,600.      MT  (+/- 180 meters Scaled)
 CZ0648
 CZ0648                          SUPERSEDED SURVEY CONTROL
 CZ0648
 CZ0648  NGVD 29 (??/??/92)  626.492  (m)         2055.42   (f) ADJ UNCH    2 0
 CZ0648
 CZ0648.Superseded values are not recommended for survey control.
 CZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0648.See file dsdata.txt to determine how the superseded data were derived.
 CZ0648
 CZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA649805(NAD 83)
 CZ0648_MARKER: DB = BENCH MARK DISK
 CZ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0648_STAMPING: S 294 1951
 CZ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0648+STABILITY: SURFACE MOTION
 CZ0648
 CZ0648  HISTORY     - Date     Condition        Report By
 CZ0648  HISTORY     - 1951     MONUMENTED       CGS
 CZ0648
 CZ0648                          STATION DESCRIPTION
 CZ0648
 CZ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0648'20.9 MI W FROM RILLITO.
 CZ0648'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0648'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0648'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0648'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO. 2 AIRPORT, TO THE
 CZ0648'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0648'TO THE MARANA NO. 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD
 CZ0648'TO AN INTERSECTION, THENCE 0.75 MILE SOUTH ALONG A DIRT ROAD TO THE
 CZ0648'AIRPORT, AT THE EL PASO NATURAL GAS COMPRESSOR PLANT, THENCE 0.6 MILE
 CZ0648'EAST ALONG THE SOUTH EDGE OF THE AIRPORT, 0.6 MILE EAST OF THE EL PASO
 CZ0648'NATURAL GAS COMPRESSOR PLANT, AT THE SOUTHEAST CORNER OF THE AIRPORT
 CZ0648'RUNWAY LEADING EAST AND WEST, 71.8 FEET SOUTH OF THE SOUTH EDGE OF THE
 CZ0648'AIRPORT RUNWAY, 2.7 FEET NORTH OF A FENCE LINE, 2.4 FEET WEST OF THE
 CZ0648'WITNESS POST, AND ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A
 CZ0648'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0604 ***********************************************************************
 CZ0604  DESIGNATION -  S 295
 CZ0604  PID         -  CZ0604
 CZ0604  STATE/COUNTY-  AZ/PIMA
 CZ0604  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0604
 CZ0604                         *CURRENT SURVEY CONTROL
 CZ0604  ___________________________________________________________________
 CZ0604* NAD 83(1986)-  32 28 06.     (N)    111 28 38.     (W)     SCALED    
 CZ0604* NAVD 88     -       700.16   (+/-2cm)    2297.1    (feet)  VERTCON   
 CZ0604  ___________________________________________________________________
 CZ0604  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0604
 CZ0604.The horizontal coordinates were scaled from a topographic map and have
 CZ0604.an estimated accuracy of +/- 6 seconds.
 CZ0604
 CZ0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0604.The vertical order pertains to the NGVD 29 superseded value.
 CZ0604
 CZ0604.The geoid height was determined by GEOID03.
 CZ0604
 CZ0604;                    North         East    Units  Estimated Accuracy
 CZ0604;SPC AZ C     -   162,880.      254,670.      MT  (+/- 180 meters Scaled)
 CZ0604
 CZ0604                          SUPERSEDED SURVEY CONTROL
 CZ0604
 CZ0604  NGVD 29 (??/??/92)  699.607  (m)         2295.29   (f) ADJ UNCH    2 0
 CZ0604
 CZ0604.Superseded values are not recommended for survey control.
 CZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0604.See file dsdata.txt to determine how the superseded data were derived.
 CZ0604
 CZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA551924(NAD 83)
 CZ0604_MARKER: DB = BENCH MARK DISK
 CZ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0604_STAMPING: S 295 1951
 CZ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0604+STABILITY: SURFACE MOTION
 CZ0604
 CZ0604  HISTORY     - Date     Condition        Report By
 CZ0604  HISTORY     - 1951     MONUMENTED       CGS
 CZ0604  HISTORY     - 20090222 MARK NOT FOUND   GEOCAC
 CZ0604
 CZ0604                          STATION DESCRIPTION
 CZ0604
 CZ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0604'9.4 MI E FROM SILVER BELL.
 CZ0604'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0604'BELL, THENCE 2.5 MILES SOUTHEAST ALONG SILVER BELL ROAD, 0.8 MILE
 CZ0604'NORTHWEST OF THE EL PASO NATURAL GAS CO. PRIVATE ROAD INTERSECTION,
 CZ0604'0.15 MILE NORTHWEST OF A CATTLE GUARD ACROSS SILVER BELL ROAD, 55 1/2
 CZ0604'FEET NORTHEAST OF THE CENTER LINE OF SILVER BELL ROAD, 2.7 FEET WEST
 CZ0604'OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 CZ0604'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0604
 CZ0604                          STATION RECOVERY (2009)
 CZ0604
 CZ0604'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 CZ0604'THE MONUMENT HAS BEEN ATTACKED BY VANDALS WHO BROKE
 CZ0604'THE CONCRETE AT THE TOP OF THE MONUMENT AND REMOVED THE
 CZ0604'DISK.  HANDHELD GPSR INDICATED COORDINATES OF THE MONUMENT
 CZ0604'AS N 32 28 06.7 W 111 28 37.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0680 ***********************************************************************
 CZ0680  DESIGNATION -  S 296
 CZ0680  PID         -  CZ0680
 CZ0680  STATE/COUNTY-  AZ/PIMA
 CZ0680  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0680
 CZ0680                         *CURRENT SURVEY CONTROL
 CZ0680  ___________________________________________________________________
 CZ0680* NAD 83(1986)-  32 17 05.     (N)    111 25 26.     (W)     SCALED    
 CZ0680* NAVD 88     -       692.69   (+/-2cm)    2272.6    (feet)  VERTCON   
 CZ0680  ___________________________________________________________________
 CZ0680  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0680
 CZ0680.The horizontal coordinates were scaled from a topographic map and have
 CZ0680.an estimated accuracy of +/- 6 seconds.
 CZ0680
 CZ0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0680.The vertical order pertains to the NGVD 29 superseded value.
 CZ0680
 CZ0680.The geoid height was determined by GEOID03.
 CZ0680
 CZ0680;                    North         East    Units  Estimated Accuracy
 CZ0680;SPC AZ C     -   142,540.      259,780.      MT  (+/- 180 meters Scaled)
 CZ0680
 CZ0680                          SUPERSEDED SURVEY CONTROL
 CZ0680
 CZ0680  NGVD 29 (??/??/92)  692.084  (m)         2270.61   (f) ADJ UNCH    2 0
 CZ0680
 CZ0680.Superseded values are not recommended for survey control.
 CZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0680.See file dsdata.txt to determine how the superseded data were derived.
 CZ0680
 CZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA600720(NAD 83)
 CZ0680_MARKER: DB = BENCH MARK DISK
 CZ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0680_STAMPING: S 296 1951
 CZ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0680+STABILITY: SURFACE MOTION
 CZ0680
 CZ0680  HISTORY     - Date     Condition        Report By
 CZ0680  HISTORY     - 1951     MONUMENTED       CGS
 CZ0680
 CZ0680                          STATION DESCRIPTION
 CZ0680
 CZ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0680'16.2 MI SE FROM SILVER BELL.
 CZ0680'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0680'SILVER BELL, THENCE 16.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, 1.4
 CZ0680'MILES NORTHWEST OF THE AQUA BLANCO RANCH, 1.9 MILES SOUTHEAST OF THE
 CZ0680'FINCH RANCH, 48 FEET NORTH OF THE CENTER OF THE GATE ACROSS THE ROAD,
 CZ0680'36 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET EAST OF A
 CZ0680'WITNESS POST, 1.7 FEET WEST OF A FENCE, AND LEVEL WITH THE ROAD, AND
 CZ0680'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CZ0680'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1142 ***********************************************************************
 CZ1142  DESIGNATION -  S 297
 CZ1142  PID         -  CZ1142
 CZ1142  STATE/COUNTY-  AZ/PINAL
 CZ1142  USGS QUAD   -  VAIVA VO (1993)
 CZ1142
 CZ1142                         *CURRENT SURVEY CONTROL
 CZ1142  ___________________________________________________________________
 CZ1142* NAD 83(1986)-  32 43 51.     (N)    111 55 26.     (W)     SCALED    
 CZ1142* NAVD 88     -       432.59   (+/-2cm)    1419.3    (feet)  VERTCON   
 CZ1142  ___________________________________________________________________
 CZ1142  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1142
 CZ1142.The horizontal coordinates were scaled from a topographic map and have
 CZ1142.an estimated accuracy of +/- 6 seconds.
 CZ1142
 CZ1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1142.The vertical order pertains to the NGVD 29 superseded value.
 CZ1142
 CZ1142.The geoid height was determined by GEOID03.
 CZ1142
 CZ1142;                    North         East    Units  Estimated Accuracy
 CZ1142;SPC AZ C     -   191,900.      212,680.      MT  (+/- 180 meters Scaled)
 CZ1142
 CZ1142                          SUPERSEDED SURVEY CONTROL
 CZ1142
 CZ1142  NGVD 29 (??/??/92)  431.984  (m)         1417.27   (f) ADJ UNCH    2 0
 CZ1142
 CZ1142.Superseded values are not recommended for survey control.
 CZ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1142.See file dsdata.txt to determine how the superseded data were derived.
 CZ1142
 CZ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB134218(NAD 83)
 CZ1142_MARKER: DB = BENCH MARK DISK
 CZ1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1142_STAMPING: S 297 1951
 CZ1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1142+STABILITY: SURFACE MOTION
 CZ1142
 CZ1142  HISTORY     - Date     Condition        Report By
 CZ1142  HISTORY     - 1951     MONUMENTED       CGS
 CZ1142
 CZ1142                          STATION DESCRIPTION
 CZ1142
 CZ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1142'1.4 MI N FROM COCKLEBUR.
 CZ1142'1.4 MILES NORTH ALONG A TRACK ROAD (PARALLELING FENCE LINE) FROM A
 CZ1142'WATER WELL AT THE INDIAN VILLAGE OF COCKLEBUR, 0.35 MILE NORTH OF THE
 CZ1142'CROSSING OF AN EAST-WEST DIRT ROAD, 39 FEET NORTHEAST OF A CORNER
 CZ1142'FENCE POST, 33 FEET NORTH OF A LONE IRON WOOD TREE, 30 1/2 FEET EAST
 CZ1142'OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHWEST OF THE FENCE, 2.3
 CZ1142'FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1142'POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0637 ***********************************************************************
 DA0637  DESIGNATION -  S 298
 DA0637  PID         -  DA0637
 DA0637  STATE/COUNTY-  AZ/MARICOPA
 DA0637  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA0637
 DA0637                         *CURRENT SURVEY CONTROL
 DA0637  ___________________________________________________________________
 DA0637* NAD 83(1986)-  32 51 04.     (N)    112 39 01.     (W)     SCALED    
 DA0637* NAVD 88     -       302.30   (+/-2cm)     991.8    (feet)  VERTCON   
 DA0637  ___________________________________________________________________
 DA0637  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DA0637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0637
 DA0637.The horizontal coordinates were scaled from a topographic map and have
 DA0637.an estimated accuracy of +/- 6 seconds.
 DA0637
 DA0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0637.The vertical order pertains to the NGVD 29 superseded value.
 DA0637
 DA0637.The geoid height was determined by GEOID03.
 DA0637
 DA0637;                    North         East    Units  Estimated Accuracy
 DA0637;SPC AZ C     -   205,480.      144,690.      MT  (+/- 180 meters Scaled)
 DA0637
 DA0637                          SUPERSEDED SURVEY CONTROL
 DA0637
 DA0637  NGVD 29 (??/??/92)  301.680  (m)          989.76   (f) ADJ UNCH    2 0
 DA0637
 DA0637.Superseded values are not recommended for survey control.
 DA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0637.See file dsdata.txt to determine how the superseded data were derived.
 DA0637
 DA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB455359(NAD 83)
 DA0637_MARKER: DB = BENCH MARK DISK
 DA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0637_STAMPING: S 298 1951
 DA0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0637+STABILITY: SURFACE MOTION
 DA0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0637+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0637
 DA0637  HISTORY     - Date     Condition        Report By
 DA0637  HISTORY     - 1951     MONUMENTED       CGS
 DA0637  HISTORY     - 1980     GOOD             USGS
 DA0637  HISTORY     - 20090206 GOOD             GEOCAC
 DA0637
 DA0637                          STATION DESCRIPTION
 DA0637
 DA0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0637'8.6 MI SE FROM GILA BEND.
 DA0637'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0637'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0637'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0637'SOUTH ALONG A TRACK ROAD, THENCE 4.6 MILES SOUTHEAST ALONG A TRACK
 DA0637'ROAD, 0.3 MILE SOUTHEAST OF THE Y JUNCTION OF AN ACCESS ROAD LEADING
 DA0637'SOUTH TO A RANCH HOUSE, AT A SMALL BARREN PATCH, 37 FEET SOUTHWEST OF
 DA0637'THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHEAST OF A WITNESS POST, AND
 DA0637'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND
 DA0637'AND ABOUT LEVEL WITH THE ROAD.
 DA0637
 DA0637                          STATION RECOVERY (1980)
 DA0637
 DA0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0637'FROM CENTER OF BUSINESS I-8 OVERRAMP AND I-8 ABOUT 2.5 MILES SE OF
 DA0637'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0637'NINEMILE WELL, HENCE PROCEED EAST AND SE FOR 0.35 MILES ON TRACK ROAD
 DA0637'TO BM ON SW. BM IS AT A SMALL BARREN PATCH, 37 FT SW OF THE CENTER OF
 DA0637'THE ROAD, 2.3 FT SE OF A 4X4 WITNESS POST, SET IN THE TOP OF A
 DA0637'CONCRETE POST PROJECTING 0.4 FT AND ABOUT LEVEL WITH THE ROAD.
 DA0637
 DA0637                          STATION RECOVERY (2009)
 DA0637
 DA0637'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0637'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0637'32 51 03.5 (N)   112 38 59.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1365 ***********************************************************************
 CZ1365  DESIGNATION -  S 299
 CZ1365  PID         -  CZ1365
 CZ1365  STATE/COUNTY-  AZ/PINAL
 CZ1365  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1365
 CZ1365                         *CURRENT SURVEY CONTROL
 CZ1365  ___________________________________________________________________
 CZ1365* NAD 83(1986)-  32 40 29.     (N)    111 45 38.     (W)     SCALED    
 CZ1365* NAVD 88     -       465.83   (+/-2cm)    1528.3    (feet)  VERTCON   
 CZ1365  ___________________________________________________________________
 CZ1365  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ1365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1365
 CZ1365.The horizontal coordinates were scaled from a topographic map and have
 CZ1365.an estimated accuracy of +/- 6 seconds.
 CZ1365
 CZ1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1365.The vertical order pertains to the NGVD 29 superseded value.
 CZ1365
 CZ1365.The geoid height was determined by GEOID03.
 CZ1365
 CZ1365;                    North         East    Units  Estimated Accuracy
 CZ1365;SPC AZ C     -   185,690.      228,000.      MT  (+/- 180 meters Scaled)
 CZ1365
 CZ1365                          SUPERSEDED SURVEY CONTROL
 CZ1365
 CZ1365  NGVD 29 (??/??/92)  465.250  (m)         1526.41   (f) ADJ UNCH    2 0
 CZ1365
 CZ1365.Superseded values are not recommended for survey control.
 CZ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1365.See file dsdata.txt to determine how the superseded data were derived.
 CZ1365
 CZ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB286154(NAD 83)
 CZ1365_MARKER: DB = BENCH MARK DISK
 CZ1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1365_STAMPING: S 299 1952
 CZ1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1365+STABILITY: SURFACE MOTION
 CZ1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1365+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1365
 CZ1365  HISTORY     - Date     Condition        Report By
 CZ1365  HISTORY     - 1952     MONUMENTED       CGS
 CZ1365  HISTORY     - 1966     GOOD             NGS
 CZ1365  HISTORY     - 1977     GOOD             USGS
 CZ1365  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1365
 CZ1365                          STATION DESCRIPTION
 CZ1365
 CZ1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1365'5.2 MI SE FROM WHITE HORSE PASS.
 CZ1365'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1365'VILLAGE AT WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1365'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 1.9 MILES SOUTHEAST
 CZ1365'ALONG A TRACK ROAD, 0.25 MILE EAST OF A THICK NORTH-SOUTH ROW OF PALO
 CZ1365'VERDE TREES, 0.2 MILE WEST OF A FENCE CORNER, 16 1/2 FEET SOUTH OF THE
 CZ1365'CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND SET IN
 CZ1365'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 CZ1365'ABOUT LEVEL WITH THE ROAD.
 CZ1365
 CZ1365                          STATION RECOVERY (1966)
 CZ1365
 CZ1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1365'RECOVERED IN GOOD CONDITION.
 CZ1365
 CZ1365                          STATION RECOVERY (1977)
 CZ1365
 CZ1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1365'THE MAIN RD. THROUGH THIS AREA HAS BEEN REALIGNED. THE CENTERLINE RD.
 CZ1365'MEASUREMENTS SHOULD BE AMENDED TO 69 FT N. OF CENTERLINE OF RD.
 CZ1365
 CZ1365                          STATION RECOVERY (2008)
 CZ1365
 CZ1365'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1365'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1365''40.516 W111 45.684'. AN UPDATE TO THE TO-REACH FOLLOWS. FROM THE
 CZ1365'SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND GIN ROAD 9.11 MILES
 CZ1365'TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON HARMON ROAD ABOUT
 CZ1365'5.16 MILES TO THE STATION SITE AND THE MARK ON THE LEFT. THE MARK IS
 CZ1365'ONCE AGAIN SOUTH OF THE CURRENT ROAD ALIGNMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0039 ***********************************************************************
 FQ0039  DESIGNATION -  S 3
 FQ0039  PID         -  FQ0039
 FQ0039  STATE/COUNTY-  AZ/COCONINO
 FQ0039  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0039
 FQ0039                         *CURRENT SURVEY CONTROL
 FQ0039  ___________________________________________________________________
 FQ0039* NAD 83(1986)-  35 06 24.     (N)    110 58 52.     (W)     SCALED    
 FQ0039* NAVD 88     -      1573.223  (meters)    5161.48   (feet)  ADJUSTED  
 FQ0039  ___________________________________________________________________
 FQ0039  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FQ0039  DYNAMIC HT  -        1571.119 (meters)    5154.58  (feet)  COMP
 FQ0039  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 FQ0039
 FQ0039  VERT ORDER  -  FIRST     CLASS II
 FQ0039
 FQ0039.The horizontal coordinates were scaled from a topographic map and have
 FQ0039.an estimated accuracy of +/- 6 seconds.
 FQ0039
 FQ0039.The orthometric height was determined by differential leveling
 FQ0039.and adjusted in June 1991.
 FQ0039
 FQ0039.The geoid height was determined by GEOID03.
 FQ0039
 FQ0039.The dynamic height is computed by dividing the NAVD 88
 FQ0039.geopotential number by the normal gravity value computed on the
 FQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0039.degrees latitude (g = 980.6199 gals.).
 FQ0039
 FQ0039.The modeled gravity was interpolated from observed gravity values.
 FQ0039
 FQ0039;                    North         East    Units  Estimated Accuracy
 FQ0039;SPC AZ C     -   455,810.      298,650.      MT  (+/- 180 meters Scaled)
 FQ0039
 FQ0039                          SUPERSEDED SURVEY CONTROL
 FQ0039
 FQ0039  NGVD 29 (??/??/92) 1572.398  (m)         5158.78   (f) ADJ UNCH    1 2
 FQ0039
 FQ0039.Superseded values are not recommended for survey control.
 FQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0039.See file dsdata.txt to determine how the superseded data were derived.
 FQ0039
 FQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD017848(NAD 83)
 FQ0039_MARKER: Q = CHISELED SQUARE
 FQ0039_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0039_SP_SET: STONE
 FQ0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0039+STABILITY: POSITION/ELEVATION WELL
 FQ0039
 FQ0039  HISTORY     - Date     Condition        Report By
 FQ0039  HISTORY     - UNK      MONUMENTED       CGS
 FQ0039  HISTORY     - 1934     GOOD             NGS
 FQ0039  HISTORY     - 1968     MARK NOT FOUND   USGS
 FQ0039  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0039
 FQ0039                          STATION DESCRIPTION
 FQ0039
 FQ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0039'3.1 MI SE FROM SUNSHINE.
 FQ0039'3.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FQ0039'FROM THE STATION AT SUNSHINE, COCONINO COUNTY, 4 POLES SOUTHEAST OF
 FQ0039'MILEPOST 303, AT STEEL GIRDER BRIDGE B 303, AT THE NORTHEAST END OF
 FQ0039'THE NORTHWEST ABUTMENT, IN THE TOP STONE, 15 INCHES FROM THE FACE, 18
 FQ0039'INCHES FROM THE END, AND 11 FEET NORTHEAST OF THE CENTERLINE OF THE
 FQ0039'NORTHEAST TRACK.  THE BOTTOM OF A SQUARE HOLE, LETTERED US.  NOTE--
 FQ0039'THERE IS A LARGE WOODEN BEAM NOW OVER WHAT IS BELIEVED TO BE THE ROCK
 FQ0039'THE MARK IS ON.
 FQ0039
 FQ0039                          STATION RECOVERY (1968)
 FQ0039
 FQ0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0039'MARK NOT FOUND.
 FQ0039
 FQ0039                          STATION RECOVERY (1983)
 FQ0039
 FQ0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0456 ***********************************************************************
 ES0456  DESIGNATION -  S 30
 ES0456  PID         -  ES0456
 ES0456  STATE/COUNTY-  AZ/YAVAPAI
 ES0456  USGS QUAD   -  CAMP VERDE (1969)
 ES0456
 ES0456                         *CURRENT SURVEY CONTROL
 ES0456  ___________________________________________________________________
 ES0456* NAD 83(1986)-  34 32 02.     (N)    111 49 15.     (W)     SCALED    
 ES0456* NAVD 88     -       985.320  (meters)    3232.67   (feet)  ADJUSTED  
 ES0456  ___________________________________________________________________
 ES0456  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0456  DYNAMIC HT  -         984.091 (meters)    3228.64  (feet)  COMP
 ES0456  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 ES0456
 ES0456  VERT ORDER  -  FIRST     CLASS II
 ES0456
 ES0456.The horizontal coordinates were scaled from a topographic map and have
 ES0456.an estimated accuracy of +/- 6 seconds.
 ES0456
 ES0456.The orthometric height was determined by differential leveling
 ES0456.and adjusted in June 1991.
 ES0456
 ES0456.The geoid height was determined by GEOID03.
 ES0456
 ES0456.The dynamic height is computed by dividing the NAVD 88
 ES0456.geopotential number by the normal gravity value computed on the
 ES0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0456.degrees latitude (g = 980.6199 gals.).
 ES0456
 ES0456.The modeled gravity was interpolated from observed gravity values.
 ES0456
 ES0456;                    North         East    Units  Estimated Accuracy
 ES0456;SPC AZ C     -   391,880.      222,160.      MT  (+/- 180 meters Scaled)
 ES0456
 ES0456                          SUPERSEDED SURVEY CONTROL
 ES0456
 ES0456  NGVD 29 (??/??/92)  984.617  (m)         3230.36   (f) ADJ UNCH    1 2
 ES0456
 ES0456.Superseded values are not recommended for survey control.
 ES0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0456.See file dsdata.txt to determine how the superseded data were derived.
 ES0456
 ES0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD246216(NAD 83)
 ES0456_MARKER: DB = BENCH MARK DISK
 ES0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0456_SP_SET: CATTLE GUARD
 ES0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0456
 ES0456  HISTORY     - Date     Condition        Report By
 ES0456  HISTORY     - UNK      MONUMENTED       CGS
 ES0456  HISTORY     - 1933     GOOD             NGS
 ES0456  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0456
 ES0456                          STATION DESCRIPTION
 ES0456
 ES0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0456'3.2 MI SE FROM CAMP VERDE.
 ES0456'CONCRETE POST, 2.3 MILES SOUTHEAST OF VERDE RIVER HIGHWAY BRIDGE, ON
 ES0456'TOP OF HILL, AT SIDE OF OLD HIGHWAY, 50 FEET NORTH OF HIGHWAY
 ES0456'CENTER-LINE AND CATTLE-GUARD.
 ES0456
 ES0456                          STATION RECOVERY (1982)
 ES0456
 ES0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0456'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0010 ***********************************************************************
 GP0010  DESIGNATION -  S 30
 GP0010  PID         -  GP0010
 GP0010  STATE/COUNTY-  AZ/NAVAJO
 GP0010  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0010
 GP0010                         *CURRENT SURVEY CONTROL
 GP0010  ___________________________________________________________________
 GP0010* NAD 83(1986)-  36 54 39.     (N)    110 14 20.     (W)     SCALED    
 GP0010* NAVD 88     -      1616.409  (meters)    5303.17   (feet)  ADJUSTED  
 GP0010  ___________________________________________________________________
 GP0010  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 GP0010  DYNAMIC HT  -        1614.533 (meters)    5297.01  (feet)  COMP
 GP0010  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 GP0010
 GP0010  VERT ORDER  -  FIRST     CLASS II
 GP0010
 GP0010.The horizontal coordinates were scaled from a topographic map and have
 GP0010.an estimated accuracy of +/- 6 seconds.
 GP0010
 GP0010.The orthometric height was determined by differential leveling
 GP0010.and adjusted in June 1991.
 GP0010
 GP0010.The geoid height was determined by GEOID03.
 GP0010
 GP0010.The dynamic height is computed by dividing the NAVD 88
 GP0010.geopotential number by the normal gravity value computed on the
 GP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0010.degrees latitude (g = 980.6199 gals.).
 GP0010
 GP0010.The modeled gravity was interpolated from observed gravity values.
 GP0010
 GP0010;                    North         East    Units  Estimated Accuracy
 GP0010;SPC AZ E     -   655,580.      206,930.      MT  (+/- 180 meters Scaled)
 GP0010
 GP0010                          SUPERSEDED SURVEY CONTROL
 GP0010
 GP0010  NGVD 29 (??/??/92) 1615.500  (m)         5300.19   (f) ADJ UNCH    1 2
 GP0010
 GP0010.Superseded values are not recommended for survey control.
 GP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0010.See file dsdata.txt to determine how the superseded data were derived.
 GP0010
 GP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF678852(NAD 83)
 GP0010_MARKER: DB = BENCH MARK DISK
 GP0010_SETTING: 66 = SET IN ROCK OUTCROP
 GP0010_SP_SET: SANDSTONE OUTCROP
 GP0010_STAMPING: S 30 1933 5300.186
 GP0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0010+STABILITY: POSITION/ELEVATION WELL
 GP0010
 GP0010  HISTORY     - Date     Condition        Report By
 GP0010  HISTORY     - 1933     MONUMENTED       CGS
 GP0010  HISTORY     - 1962     GOOD             NGS
 GP0010  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0010
 GP0010                          STATION DESCRIPTION
 GP0010
 GP0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0010'9.8 MI S FROM GOULDING TR POST, UT.
 GP0010'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0010'UTAH.  THENCE 6.05 MILES SOUTH ALONG UTAH STATE HIGHWAY 47 AND ARIZONA
 GP0010'STATE HIGHWAY 64.  THENCE 0.25 MILE SOUTHWEST ALONG A DIRT ROAD.
 GP0010'THENCE 1.55 MILES SOUTH-SOUTHWEST ALONG AN ABANDONED ROAD, ABOUT 0.35
 GP0010'MILE WEST OF HIGHWAY 64, 51 FEET EAST OF THE CENTERLINE OF THE
 GP0010'ABANDONED ROAD, 10.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 GP0010'WITH THE ABANDONED ROAD, AND SET IN THE TOP OF THE SOUTH END OF LONG
 GP0010'GREY SANDSTONE OUTCROP PROJECTING 6-INCHES.  NOTE-- THE STAMPING ON
 GP0010'THE DISK IS NOT TOO PLAIN.
 GP0010
 GP0010                          STATION RECOVERY (1983)
 GP0010
 GP0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0180 ***********************************************************************
 DA0180  DESIGNATION -  S 300
 DA0180  PID         -  DA0180
 DA0180  STATE/COUNTY-  AZ/PINAL
 DA0180  USGS QUAD   -  KOHATK (1981)
 DA0180
 DA0180                         *CURRENT SURVEY CONTROL
 DA0180  ___________________________________________________________________
 DA0180* NAD 83(1986)-  32 30 47.     (N)    112 05 27.     (W)     SCALED    
 DA0180* NAVD 88     -       566.69   (+/-2cm)    1859.2    (feet)  VERTCON   
 DA0180  ___________________________________________________________________
 DA0180  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DA0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0180
 DA0180.The horizontal coordinates were scaled from a topographic map and have
 DA0180.an estimated accuracy of +/- 6 seconds.
 DA0180
 DA0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0180.The vertical order pertains to the NGVD 29 superseded value.
 DA0180
 DA0180.The geoid height was determined by GEOID03.
 DA0180
 DA0180;                    North         East    Units  Estimated Accuracy
 DA0180;SPC AZ C     -   167,770.      197,000.      MT  (+/- 180 meters Scaled)
 DA0180
 DA0180                          SUPERSEDED SURVEY CONTROL
 DA0180
 DA0180  NGVD 29 (??/??/92)  566.040  (m)         1857.08   (f) ADJ UNCH    2 0
 DA0180
 DA0180.Superseded values are not recommended for survey control.
 DA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0180.See file dsdata.txt to determine how the superseded data were derived.
 DA0180
 DA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA975978(NAD 83)
 DA0180_MARKER: DB = BENCH MARK DISK
 DA0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0180_STAMPING: S 300 1952
 DA0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0180+STABILITY: SURFACE MOTION
 DA0180
 DA0180  HISTORY     - Date     Condition        Report By
 DA0180  HISTORY     - 1952     MONUMENTED       CGS
 DA0180
 DA0180                          STATION DESCRIPTION
 DA0180
 DA0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0180'7.8 MI SW FROM QUAJOTE.
 DA0180'2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE WELL AT THE INDIAN
 DA0180'VILLAGE OF QUAJOTE, THENCE 5.2 MILES SOUTHWEST ALONG A GRADED ROAD,
 DA0180'ABOUT 50 YARDS NORTHEAST OF A CURVE, 42 FEET SOUTHEAST OF THE CENTER
 DA0180'LINE OF THE ROAD, 1.9 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE
 DA0180'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND, AND ABOUT
 DA0180'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0406 ***********************************************************************
 CG0406  DESIGNATION -  S 301
 CG0406  PID         -  CG0406
 CG0406  STATE/COUNTY-  AZ/PIMA
 CG0406  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0406
 CG0406                         *CURRENT SURVEY CONTROL
 CG0406  ___________________________________________________________________
 CG0406* NAD 83(1986)-  31 57 57.     (N)    111 23 01.     (W)     SCALED    
 CG0406* NAVD 88     -       852.29   (+/-2cm)    2796.2    (feet)  VERTCON   
 CG0406  ___________________________________________________________________
 CG0406  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0406
 CG0406.The horizontal coordinates were scaled from a topographic map and have
 CG0406.an estimated accuracy of +/- 6 seconds.
 CG0406
 CG0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0406.The vertical order pertains to the NGVD 29 superseded value.
 CG0406
 CG0406.The geoid height was determined by GEOID03.
 CG0406
 CG0406;                    North         East    Units  Estimated Accuracy
 CG0406;SPC AZ C     -   107,200.      263,740.      MT  (+/- 180 meters Scaled)
 CG0406
 CG0406                          SUPERSEDED SURVEY CONTROL
 CG0406
 CG0406  NGVD 29 (??/??/92)  851.570  (m)         2793.86   (f) ADJ UNCH    2 0
 CG0406
 CG0406.Superseded values are not recommended for survey control.
 CG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0406.See file dsdata.txt to determine how the superseded data were derived.
 CG0406
 CG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA637367(NAD 83)
 CG0406_MARKER: DB = BENCH MARK DISK
 CG0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0406_STAMPING: S 301 1951
 CG0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0406+STABILITY: SURFACE MOTION
 CG0406
 CG0406  HISTORY     - Date     Condition        Report By
 CG0406  HISTORY     - 1951     MONUMENTED       CGS
 CG0406  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0406
 CG0406                          STATION DESCRIPTION
 CG0406
 CG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0406'8.95 MI S FROM THREE POINTS.
 CG0406'8.95 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0406'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, ABOUT 0.5 MILE SOUTH OF
 CG0406'ABOUT A 10 DEG CHANGE OF DIRECTION OF THE GRAVEL ROAD LEADING SOUTH TO
 CG0406'SASABE, AND ABOUT 370 FEET NORTH OF A POWER LINE POLE, 302 FEET
 CG0406'NORTHEAST OF THE CENTER OF A ROAD AND WASH ACROSS THE ROAD WITH A
 CG0406'RETAINING WALL, 78 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 20
 CG0406'FEET SOUTHWEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND
 CG0406'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0406'GROUND.
 CG0406
 CG0406                          STATION RECOVERY (1974)
 CG0406
 CG0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0538 ***********************************************************************
 CG0538  DESIGNATION -  S 302
 CG0538  PID         -  CG0538
 CG0538  STATE/COUNTY-  AZ/PIMA
 CG0538  USGS QUAD   -  WILBUR CANYON (1980)
 CG0538
 CG0538                         *CURRENT SURVEY CONTROL
 CG0538  ___________________________________________________________________
 CG0538* NAD 83(1986)-  31 35 49.     (N)    111 26 53.     (W)     SCALED    
 CG0538* NAVD 88     -      1096.37   (+/-2cm)    3597.0    (feet)  VERTCON   
 CG0538  ___________________________________________________________________
 CG0538  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CG0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0538
 CG0538.The horizontal coordinates were scaled from a topographic map and have
 CG0538.an estimated accuracy of +/- 6 seconds.
 CG0538
 CG0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0538.The vertical order pertains to the NGVD 29 superseded value.
 CG0538
 CG0538.The geoid height was determined by GEOID03.
 CG0538
 CG0538;                    North         East    Units  Estimated Accuracy
 CG0538;SPC AZ C     -    66,280.      257,830.      MT  (+/- 180 meters Scaled)
 CG0538
 CG0538                          SUPERSEDED SURVEY CONTROL
 CG0538
 CG0538  NGVD 29 (??/??/92) 1095.573  (m)         3594.39   (f) ADJ UNCH    2 0
 CG0538
 CG0538.Superseded values are not recommended for survey control.
 CG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0538.See file dsdata.txt to determine how the superseded data were derived.
 CG0538
 CG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV574958(NAD 83)
 CG0538_MARKER: DB = BENCH MARK DISK
 CG0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0538_STAMPING: S 302 1951
 CG0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0538+STABILITY: SURFACE MOTION
 CG0538
 CG0538  HISTORY     - Date     Condition        Report By
 CG0538  HISTORY     - 1951     MONUMENTED       CGS
 CG0538  HISTORY     - 1975     GOOD             USGS
 CG0538
 CG0538                          STATION DESCRIPTION
 CG0538
 CG0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0538'10.95 MI SW FROM ARIVACA.
 CG0538'0.1 MILE SOUTH TO THE MAIN ROAD FROM THE SCHOOL HOUSE AT ARIVACA,
 CG0538'THENCE 7.8 MILES NORTHWEST ALONG THE MAIN ROAD TO A Y JUNCTION OF A
 CG0538'TRACK ROAD LEADING WEST AND SOUTHWEST, THENCE 1.55 MILES WEST AND
 CG0538'SOUTHWEST ALONG A TRACK ROAD TO A Y JUNCTION OF A TRACK ROAD LEADING
 CG0538'NORTH AND SOUTH, THENCE 1.5 MILES SOUTH, 2.2 MILES SOUTHWEST OF AN
 CG0538'IRON GATE, SALT LICKS AND WATER TANK FOR CATTLE, 27 1/2 FEET SOUTHEAST
 CG0538'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE WITNESS POST, AND
 CG0538'ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0538'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0538
 CG0538                          STATION RECOVERY (1975)
 CG0538
 CG0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0538'ARIVACA, 0.1 MI S. TO MAIN RD. FROM SCHOOLHOUSE, THENCE 8.8 MI NW. TO
 CG0538'X-RDS., THENCE 0.9 MI S. (LEFT TURN) THROUGH GATE TO EAST-WEST FENCE
 CG0538'AND GATE, THENCE 1.9 MI S. ALONG MAIN RD. TO BEND IN RD. 20 FT S. OF
 CG0538'CENTERLINE OF RD., 2.0 FT W. OF WITNESS POST. SET IN TOP OF CIRCULAR
 CG0538'CONCRETE POST PROJECTING 0.4 FT. STANDARD DISK STAMPED S 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1327 ***********************************************************************
 CZ1327  DESIGNATION -  S 303
 CZ1327  PID         -  CZ1327
 CZ1327  STATE/COUNTY-  AZ/PINAL
 CZ1327  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1327
 CZ1327                         *CURRENT SURVEY CONTROL
 CZ1327  ___________________________________________________________________
 CZ1327* NAD 83(1986)-  32 34 06.     (N)    111 35 58.     (W)     SCALED    
 CZ1327* NAVD 88     -       501.42   (+/-2cm)    1645.1    (feet)  VERTCON   
 CZ1327  ___________________________________________________________________
 CZ1327  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CZ1327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1327
 CZ1327.The horizontal coordinates were scaled from a topographic map and have
 CZ1327.an estimated accuracy of +/- 6 seconds.
 CZ1327
 CZ1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1327.The vertical order pertains to the NGVD 29 superseded value.
 CZ1327
 CZ1327.The geoid height was determined by GEOID03.
 CZ1327
 CZ1327;                    North         East    Units  Estimated Accuracy
 CZ1327;SPC AZ C     -   173,930.      243,150.      MT  (+/- 180 meters Scaled)
 CZ1327
 CZ1327                          SUPERSEDED SURVEY CONTROL
 CZ1327
 CZ1327  NGVD 29 (??/??/92)  500.888  (m)         1643.33   (f) ADJ UNCH    2 0
 CZ1327
 CZ1327.Superseded values are not recommended for survey control.
 CZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1327.See file dsdata.txt to determine how the superseded data were derived.
 CZ1327
 CZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB437035(NAD 83)
 CZ1327_MARKER: DB = BENCH MARK DISK
 CZ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1327_STAMPING: S 303 1951
 CZ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1327+STABILITY: SURFACE MOTION
 CZ1327
 CZ1327  HISTORY     - Date     Condition        Report By
 CZ1327  HISTORY     - 1951     MONUMENTED       CGS
 CZ1327  HISTORY     - 1977     GOOD             USGS
 CZ1327
 CZ1327                          STATION DESCRIPTION
 CZ1327
 CZ1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1327'15.2 MI S FROM ELOY.
 CZ1327'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1327'RAILROAD STATION AT ELOY, THENCE 11.1 MILE SOUTH ALONG SUNSHINE BLVD.,
 CZ1327'THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 2.9 MILES WEST ALONG A
 CZ1327'TRACK ROAD, AT A LARGE FLAT CLEARING DOTTED WITH A FEW MESQUITE TREES,
 CZ1327'40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST OF A
 CZ1327'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ1327'POST PROJECTING 0.9 FOOT.
 CZ1327
 CZ1327                          STATION RECOVERY (1977)
 CZ1327
 CZ1327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1327'RD. IS NOW 350 FT S. OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1348 ***********************************************************************
 CZ1348  DESIGNATION -  S 304
 CZ1348  PID         -  CZ1348
 CZ1348  STATE/COUNTY-  AZ/PINAL
 CZ1348  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1348
 CZ1348                         *CURRENT SURVEY CONTROL
 CZ1348  ___________________________________________________________________
 CZ1348* NAD 83(1986)-  32 37 01.     (N)    111 33 05.     (W)     SCALED    
 CZ1348* NAVD 88     -       506.337  (meters)    1661.21   (feet)  ADJUSTED  
 CZ1348  ___________________________________________________________________
 CZ1348  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CZ1348  DYNAMIC HT  -         505.689 (meters)    1659.08  (feet)  COMP
 CZ1348  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 CZ1348
 CZ1348  VERT ORDER  -  FIRST     CLASS II
 CZ1348
 CZ1348.The horizontal coordinates were scaled from a topographic map and have
 CZ1348.an estimated accuracy of +/- 6 seconds.
 CZ1348
 CZ1348.The orthometric height was determined by differential leveling
 CZ1348.and adjusted in November 1993.
 CZ1348
 CZ1348.The geoid height was determined by GEOID03.
 CZ1348
 CZ1348.The dynamic height is computed by dividing the NAVD 88
 CZ1348.geopotential number by the normal gravity value computed on the
 CZ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1348.degrees latitude (g = 980.6199 gals.).
 CZ1348
 CZ1348.The modeled gravity was interpolated from observed gravity values.
 CZ1348
 CZ1348;                    North         East    Units  Estimated Accuracy
 CZ1348;SPC AZ C     -   179,330.      247,640.      MT  (+/- 180 meters Scaled)
 CZ1348
 CZ1348                          SUPERSEDED SURVEY CONTROL
 CZ1348
 CZ1348  NGVD 29 (??/??/92)  509.534  (m)         1671.70   (f) ADJ UNCH    1 2
 CZ1348
 CZ1348.Superseded values are not recommended for survey control.
 CZ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1348.See file dsdata.txt to determine how the superseded data were derived.
 CZ1348
 CZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482089(NAD 83)
 CZ1348_MARKER: DB = BENCH MARK DISK
 CZ1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1348_SP_SET: CONCRETE POST
 CZ1348_STAMPING: S 304 1951
 CZ1348_MARK LOGO: CGS   
 CZ1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1348+STABILITY: SURFACE MOTION
 CZ1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1348+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1348
 CZ1348  HISTORY     - Date     Condition        Report By
 CZ1348  HISTORY     - 1951     MONUMENTED       CGS
 CZ1348  HISTORY     - 19911212 GOOD             NGS
 CZ1348
 CZ1348                          STATION DESCRIPTION
 CZ1348
 CZ1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1348'9.3 MI S FROM ELOY.
 CZ1348'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1348'RAILROAD STATION AT ELOY, THENCE 9 MILES SOUTH ALONG SUNSHINE BLVD.,
 CZ1348'AT FRIENDLY CORNERS AND AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 CZ1348'GREEN RESERVOIR ROAD, 120 FEET SOUTH OF THE CENTER LINE OF GREENS
 CZ1348'RESERVOIR ROAD, 52 1/2 FEET SOUTHEAST OF THE EAST CORNER OF THE
 CZ1348'FRIENDLY CORNERS STORE, 39 FEET WEST OF THE CENTER LINE OF THE BLVD. 2
 CZ1348'FEET SOUTH OF TELEGRAPH POLE 116, 1.9 FEET NORTH OF A WITNESS POST,
 CZ1348'AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING
 CZ1348'0.4 FOOT ABOVE THE GROUND.
 CZ1348
 CZ1348                          STATION RECOVERY (1991)
 CZ1348
 CZ1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1348'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1348'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1348'THENCE 14.7 KM (9.15 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, 35.4 M
 CZ1348'(116.1 FT) SOUTH OF THE CENTER OF GREENE RESERVOIR ROAD, 16.0 M (52.5
 CZ1348'FT) SOUTH OF THE SOUTHEAST CORNER OF THE FRIENDLY CORNER MERCANTILE
 CZ1348'STORE (ABANDONED), 12.0 M (39.4 FT) WEST OF AND LEVEL WITH THE
 CZ1348'BOULEVARD CENTER, 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 CZ1348'NUMBER 116, 0.3 M (1.0 FT) WEST OF UTILITY PEDESTAL NUMBER 116 GR,
 CZ1348'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0752 ***********************************************************************
 CG0752  DESIGNATION -  S 305
 CG0752  PID         -  CG0752
 CG0752  STATE/COUNTY-  AZ/PIMA
 CG0752  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0752
 CG0752                         *CURRENT SURVEY CONTROL
 CG0752  ___________________________________________________________________
 CG0752* NAD 83(1986)-  31 39 16.     (N)    111 47 32.     (W)     SCALED    
 CG0752* NAVD 88     -       741.26   (+/-2cm)    2432.0    (feet)  VERTCON   
 CG0752  ___________________________________________________________________
 CG0752  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 CG0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0752
 CG0752.The horizontal coordinates were scaled from a topographic map and have
 CG0752.an estimated accuracy of +/- 6 seconds.
 CG0752
 CG0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0752.The vertical order pertains to the NGVD 29 superseded value.
 CG0752
 CG0752.The geoid height was determined by GEOID03.
 CG0752
 CG0752;                    North         East    Units  Estimated Accuracy
 CG0752;SPC AZ C     -    72,560.      225,160.      MT  (+/- 180 meters Scaled)
 CG0752
 CG0752                          SUPERSEDED SURVEY CONTROL
 CG0752
 CG0752  NGVD 29 (??/??/92)  740.525  (m)         2429.54   (f) ADJ UNCH    2 0
 CG0752
 CG0752.Superseded values are not recommended for survey control.
 CG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0752.See file dsdata.txt to determine how the superseded data were derived.
 CG0752
 CG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA248024(NAD 83)
 CG0752_MARKER: DB = BENCH MARK DISK
 CG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0752_STAMPING: S 305 1952
 CG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0752+STABILITY: SURFACE MOTION
 CG0752
 CG0752  HISTORY     - Date     Condition        Report By
 CG0752  HISTORY     - 1952     MONUMENTED       CGS
 CG0752  HISTORY     - 1977     GOOD             USGS
 CG0752
 CG0752                          STATION DESCRIPTION
 CG0752
 CG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0752'3.2 MI N FROM SAN MIGUEL.
 CG0752'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0752'SCHOOL AT SAN MIGUEL, THENCE 3 MILES NORTH ALONG A WAGON ROAD
 CG0752'FOLLOWING A LINE OF TELEPHONE POLES, AT A FENCE CORNER AND A TRACK
 CG0752'ROAD LEADING EAST, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 16
 CG0752'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 5 FEET NORTH
 CG0752'OF THE FENCE CORNER POST, 2.2 FEET SOUTH OF A WITNESS POST, AND SET IN
 CG0752'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0752
 CG0752                          STATION RECOVERY (1977)
 CG0752
 CG0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0752'SAN MIGUEL, 0.2 MI E. OF ALONG DIRT RD. FROM QUEEN OF ANGELS MISSION
 CG0752'AND SCHOOL, THENCE 3 MI N. ALONG LINE OF TELEPHONE POLES, AT FENCE
 CG0752'CORNER. 75 FT E. OF TELEPHONE LINE, 5 FT N. OF FENCE CORNER POST, 2.2
 CG0752'FT S. OF WITNESS POST. SET IN TOP OF CONCRETE POST PROJECTING 0.6 FT
 CG0752'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0700 ***********************************************************************
 CG0700  DESIGNATION -  S 306
 CG0700  PID         -  CG0700
 CG0700  STATE/COUNTY-  AZ/PIMA
 CG0700  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0700
 CG0700                         *CURRENT SURVEY CONTROL
 CG0700  ___________________________________________________________________
 CG0700* NAD 83(1986)-  31 33 21.     (N)    111 40 48.     (W)     SCALED    
 CG0700* NAVD 88     -       900.80   (+/-2cm)    2955.4    (feet)  VERTCON   
 CG0700  ___________________________________________________________________
 CG0700  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0700
 CG0700.The horizontal coordinates were scaled from a topographic map and have
 CG0700.an estimated accuracy of +/- 6 seconds.
 CG0700
 CG0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0700.The vertical order pertains to the NGVD 29 superseded value.
 CG0700
 CG0700.The geoid height was determined by GEOID03.
 CG0700
 CG0700;                    North         East    Units  Estimated Accuracy
 CG0700;SPC AZ C     -    61,650.      235,830.      MT  (+/- 180 meters Scaled)
 CG0700
 CG0700                          SUPERSEDED SURVEY CONTROL
 CG0700
 CG0700  NGVD 29 (??/??/92)  900.030  (m)         2952.85   (f) ADJ UNCH    2 0
 CG0700
 CG0700.Superseded values are not recommended for survey control.
 CG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0700.See file dsdata.txt to determine how the superseded data were derived.
 CG0700
 CG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV354914(NAD 83)
 CG0700_MARKER: DB = BENCH MARK DISK
 CG0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0700_STAMPING: S 306 1952
 CG0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0700+STABILITY: SURFACE MOTION
 CG0700
 CG0700  HISTORY     - Date     Condition        Report By
 CG0700  HISTORY     - 1952     MONUMENTED       CGS
 CG0700  HISTORY     - 1977     GOOD             USGS
 CG0700
 CG0700                          STATION DESCRIPTION
 CG0700
 CG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0700'10.15 MI SE FROM SAN MIGUEL.
 CG0700'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0700'MIGUEL, THENCE 5.85 MILES SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD, 49
 CG0700'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 39.5 FEET NORTHEAST
 CG0700'OF USGS COPPER NAIL AND WASHER IN THE NORTHEAST BASE OF A MESQUITE
 CG0700'TREE, 2 FEET EAST OF THE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CG0700'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CG0700'GROUND.
 CG0700
 CG0700                          STATION RECOVERY (1977)
 CG0700
 CG0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0700'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0700'THENCE 5.85 MI S. ALONG DIRT AND MAIN RD., ABOUT 0.1 MI S. OF
 CG0700'PROMINENT CURVE IN RD. 49 FT NW. OF CENTERLINE OF RD., ABOUT LEVEL
 CG0700'WITH RD. SET IN CONCRETE POST PROJECTING 0.3 FT ABOVE GROUND.
 CG0700'STANDARD DISK STAMPED S 306 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0846 ***********************************************************************
 DA0846  DESIGNATION -  S 307
 DA0846  PID         -  DA0846
 DA0846  STATE/COUNTY-  AZ/PIMA
 DA0846  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0846
 DA0846                         *CURRENT SURVEY CONTROL
 DA0846  ___________________________________________________________________
 DA0846* NAD 83(1986)-  32 07 37.     (N)    113 00 35.     (W)     SCALED    
 DA0846* NAVD 88     -       375.92   (+/-2cm)    1233.3    (feet)  VERTCON   
 DA0846  ___________________________________________________________________
 DA0846  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0846
 DA0846.The horizontal coordinates were scaled from a topographic map and have
 DA0846.an estimated accuracy of +/- 6 seconds.
 DA0846
 DA0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0846.The vertical order pertains to the NGVD 29 superseded value.
 DA0846
 DA0846.The geoid height was determined by GEOID03.
 DA0846
 DA0846;                    North         East    Units  Estimated Accuracy
 DA0846;SPC AZ C     -   125,470.      110,220.      MT  (+/- 180 meters Scaled)
 DA0846
 DA0846                          SUPERSEDED SURVEY CONTROL
 DA0846
 DA0846  NGVD 29 (??/??/92)  375.227  (m)         1231.06   (f) ADJ UNCH    2 0
 DA0846
 DA0846.Superseded values are not recommended for survey control.
 DA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0846.See file dsdata.txt to determine how the superseded data were derived.
 DA0846
 DA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA104562(NAD 83)
 DA0846_MARKER: DB = BENCH MARK DISK
 DA0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0846_STAMPING: S 307 1952
 DA0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0846+STABILITY: SURFACE MOTION
 DA0846
 DA0846  HISTORY     - Date     Condition        Report By
 DA0846  HISTORY     - 1952     MONUMENTED       CGS
 DA0846
 DA0846                          STATION DESCRIPTION
 DA0846
 DA0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0846'29.2 MI NW FROM LUKEVILLE.
 DA0846'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0846'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 DA0846'JUNCTION, THENCE 14.2 MILES NORTH ALONG THE BATES WELL ROAD, 0.15 MILE
 DA0846'SOUTHWEST OF JUNCTION OF OLD (VERY DIM) BATES WELL ROAD, 48 FEET WEST
 DA0846'OF THE CENTERLINE OF THE ROAD, IN A CONCRETE POST PROJECTING 0.4 FOOT,
 DA0846'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1223 ***********************************************************************
 DA1223  DESIGNATION -  S 308
 DA1223  PID         -  DA1223
 DA1223  STATE/COUNTY-  AZ/PIMA
 DA1223  USGS QUAD   -  KINO PEAK (1990)
 DA1223
 DA1223                         *CURRENT SURVEY CONTROL
 DA1223  ___________________________________________________________________
 DA1223* NAD 83(1986)-  32 00 32.     (N)    112 58 30.     (W)     SCALED    
 DA1223* NAVD 88     -       413.62   (+/-2cm)    1357.0    (feet)  VERTCON   
 DA1223  ___________________________________________________________________
 DA1223  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DA1223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1223
 DA1223.The horizontal coordinates were scaled from a topographic map and have
 DA1223.an estimated accuracy of +/- 6 seconds.
 DA1223
 DA1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1223.The vertical order pertains to the NGVD 29 superseded value.
 DA1223
 DA1223.The geoid height was determined by GEOID03.
 DA1223
 DA1223;                    North         East    Units  Estimated Accuracy
 DA1223;SPC AZ C     -   112,340.      113,370.      MT  (+/- 180 meters Scaled)
 DA1223
 DA1223                          SUPERSEDED SURVEY CONTROL
 DA1223
 DA1223  NGVD 29 (??/??/92)  412.90   (m)         1354.7    (f) COMPUTED    2 0
 DA1223
 DA1223.Superseded values are not recommended for survey control.
 DA1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1223.See file dsdata.txt to determine how the superseded data were derived.
 DA1223
 DA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA134431(NAD 83)
 DA1223_MARKER: DB = BENCH MARK DISK
 DA1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1223_STAMPING: S 308 1952
 DA1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1223+STABILITY: SURFACE MOTION
 DA1223
 DA1223  HISTORY     - Date     Condition        Report By
 DA1223  HISTORY     - 1952     MONUMENTED       CGS
 DA1223
 DA1223                          STATION DESCRIPTION
 DA1223
 DA1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1223'20.55 MI NW FROM LUKEVILLE.
 DA1223'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA1223'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA1223'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA1223'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 5.1 MILES
 DA1223'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, AND ABOUT 35 YARDS
 DA1223'NORTHWEST AND ACROSS THE ROAD FROM A SMALL WOODEN CABIN, AT A CORRAL
 DA1223'AND SMALL CABIN AND WINDMILL, 36 FEET NORTHEAST OF THE SOUTHEAST
 DA1223'CORNER OF THE CORRAL, 26 FEET NORTHWEST OF THE CENTER LINE OF THE
 DA1223'ROAD, 2.6 FEET SOUTHEAST OF THE CORRAL FENCE, 1.6 FEET WEST OF THE
 DA1223'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND IN A CONCRETE POST
 DA1223'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0406 ***********************************************************************
 DA0406  DESIGNATION -  S 309
 DA0406  PID         -  DA0406
 DA0406  STATE/COUNTY-  AZ/PIMA
 DA0406  USGS QUAD   -  GUNSIGHT (1990)
 DA0406
 DA0406                         *CURRENT SURVEY CONTROL
 DA0406  ___________________________________________________________________
 DA0406* NAD 83(1986)-  32 10 05.     (N)    112 39 22.     (W)     SCALED    
 DA0406* NAVD 88     -       654.59   (+/-2cm)    2147.6    (feet)  VERTCON   
 DA0406  ___________________________________________________________________
 DA0406  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0406
 DA0406.The horizontal coordinates were scaled from a topographic map and have
 DA0406.an estimated accuracy of +/- 6 seconds.
 DA0406
 DA0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0406.The vertical order pertains to the NGVD 29 superseded value.
 DA0406
 DA0406.The geoid height was determined by GEOID03.
 DA0406
 DA0406;                    North         East    Units  Estimated Accuracy
 DA0406;SPC AZ C     -   129,740.      143,620.      MT  (+/- 180 meters Scaled)
 DA0406
 DA0406                          SUPERSEDED SURVEY CONTROL
 DA0406
 DA0406  NGVD 29 (??/??/92)  653.851  (m)         2145.18   (f) ADJ UNCH    2 0
 DA0406
 DA0406.Superseded values are not recommended for survey control.
 DA0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0406.See file dsdata.txt to determine how the superseded data were derived.
 DA0406
 DA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA438602(NAD 83)
 DA0406_MARKER: DB = BENCH MARK DISK
 DA0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0406_STAMPING: S 309 1952
 DA0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0406+STABILITY: SURFACE MOTION
 DA0406
 DA0406  HISTORY     - Date     Condition        Report By
 DA0406  HISTORY     - 1952     MONUMENTED       CGS
 DA0406  HISTORY     - 1961     GOOD             NGS
 DA0406  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0406
 DA0406                          STATION DESCRIPTION
 DA0406
 DA0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0406'20.55 MI SE FROM AJO.
 DA0406'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0406'RAILROAD FROM THE STATION AT AJO.  THENCE 10.8 MILES SOUTHEAST ALONG
 DA0406'STATE HIGHWAY 85.  THENCE 5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 86.
 DA0406'THENCE 4.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  1.1 MILES
 DA0406'NORTH OF A JUNCTION OF ROADS, 48 FEET WEST OF THE CENTER LINE OF THE
 DA0406'ROAD, 87 FEET SOUTH OF A TELEPHONE POLE, 0.7 FOOT WEST OF A METAL
 DA0406'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0406'CONCRETE POST PROJECTING 3 INCHES.
 DA0406
 DA0406                          STATION RECOVERY (1997)
 DA0406
 DA0406'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0497 ***********************************************************************
 ES0497  DESIGNATION -  S 31
 ES0497  PID         -  ES0497
 ES0497  STATE/COUNTY-  AZ/COCONINO
 ES0497  USGS QUAD   -  SEDONA (1969)
 ES0497
 ES0497                         *CURRENT SURVEY CONTROL
 ES0497  ___________________________________________________________________
 ES0497* NAD 83(1986)-  34 51 47.     (N)    111 45 59.     (W)     SCALED    
 ES0497* NAVD 88     -      1290.405  (meters)    4233.60   (feet)  ADJUSTED  
 ES0497  ___________________________________________________________________
 ES0497  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ES0497  DYNAMIC HT  -        1288.749 (meters)    4228.17  (feet)  COMP
 ES0497  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 ES0497
 ES0497  VERT ORDER  -  FIRST     CLASS II
 ES0497
 ES0497.The horizontal coordinates were scaled from a topographic map and have
 ES0497.an estimated accuracy of +/- 6 seconds.
 ES0497
 ES0497.The orthometric height was determined by differential leveling
 ES0497.and adjusted in June 1991.
 ES0497
 ES0497.The geoid height was determined by GEOID03.
 ES0497
 ES0497.The dynamic height is computed by dividing the NAVD 88
 ES0497.geopotential number by the normal gravity value computed on the
 ES0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0497.degrees latitude (g = 980.6199 gals.).
 ES0497
 ES0497.The modeled gravity was interpolated from observed gravity values.
 ES0497
 ES0497;                    North         East    Units  Estimated Accuracy
 ES0497;SPC AZ C     -   428,390.      227,100.      MT  (+/- 180 meters Scaled)
 ES0497
 ES0497                          SUPERSEDED SURVEY CONTROL
 ES0497
 ES0497  NGVD 29 (??/??/92) 1289.599  (m)         4230.96   (f) ADJ UNCH    1 2
 ES0497
 ES0497.Superseded values are not recommended for survey control.
 ES0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0497.See file dsdata.txt to determine how the superseded data were derived.
 ES0497
 ES0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD299581(NAD 83)
 ES0497_MARKER: DB = BENCH MARK DISK
 ES0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0497+STABILITY: SURFACE MOTION
 ES0497
 ES0497  HISTORY     - Date     Condition        Report By
 ES0497  HISTORY     - UNK      MONUMENTED       CGS
 ES0497  HISTORY     - 1933     GOOD             NGS
 ES0497  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0497  HISTORY     - 19840627 MARK NOT FOUND   USGS
 ES0497
 ES0497                          STATION DESCRIPTION
 ES0497
 ES0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0497'IN SEDONA.
 ES0497'CONCRETE POST, SEDONA PUBLIC SCHOOL, IN NORTHWEST CORNER OF GROUNDS 35
 ES0497'FEET SOUTH OF HIGHWAY CENTER-LINE.
 ES0497
 ES0497                          STATION RECOVERY (1982)
 ES0497
 ES0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0497'NOT RECOVERED.
 ES0497
 ES0497                          STATION RECOVERY (1984)
 ES0497
 ES0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JAD)
 ES0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0030 ***********************************************************************
 GP0030  DESIGNATION -  S 31
 GP0030  PID         -  GP0030
 GP0030  STATE/COUNTY-  AZ/NAVAJO
 GP0030  USGS QUAD   -  CHILCHINBITO (1968)
 GP0030
 GP0030                         *CURRENT SURVEY CONTROL
 GP0030  ___________________________________________________________________
 GP0030* NAD 83(1986)-  36 32 26.     (N)    110 05 22.     (W)     SCALED    
 GP0030* NAVD 88     -      1788.214  (meters)    5866.83   (feet)  ADJUSTED  
 GP0030  ___________________________________________________________________
 GP0030  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GP0030  DYNAMIC HT  -        1785.975 (meters)    5859.49  (feet)  COMP
 GP0030  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 GP0030
 GP0030  VERT ORDER  -  FIRST     CLASS II
 GP0030
 GP0030.The horizontal coordinates were scaled from a topographic map and have
 GP0030.an estimated accuracy of +/- 6 seconds.
 GP0030
 GP0030.The orthometric height was determined by differential leveling
 GP0030.and adjusted in June 1991.
 GP0030
 GP0030.The geoid height was determined by GEOID03.
 GP0030
 GP0030.The dynamic height is computed by dividing the NAVD 88
 GP0030.geopotential number by the normal gravity value computed on the
 GP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0030.degrees latitude (g = 980.6199 gals.).
 GP0030
 GP0030.The modeled gravity was interpolated from observed gravity values.
 GP0030
 GP0030;                    North         East    Units  Estimated Accuracy
 GP0030;SPC AZ E     -   614,490.      220,270.      MT  (+/- 180 meters Scaled)
 GP0030
 GP0030                          SUPERSEDED SURVEY CONTROL
 GP0030
 GP0030  NGVD 29 (??/??/92) 1787.259  (m)         5863.70   (f) ADJ UNCH    1 2
 GP0030
 GP0030.Superseded values are not recommended for survey control.
 GP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0030.See file dsdata.txt to determine how the superseded data were derived.
 GP0030
 GP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF815442(NAD 83)
 GP0030_MARKER: DB = BENCH MARK DISK
 GP0030_SETTING: 66 = SET IN ROCK OUTCROP
 GP0030_SP_SET: SANDSTONE OUTCROP
 GP0030_STAMPING: 5863.699 S 31 1933
 GP0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0030+STABILITY: POSITION/ELEVATION WELL
 GP0030
 GP0030  HISTORY     - Date     Condition        Report By
 GP0030  HISTORY     - 1933     MONUMENTED       CGS
 GP0030  HISTORY     - 1934     GOOD             NGS
 GP0030
 GP0030                          STATION DESCRIPTION
 GP0030
 GP0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0030'17.5 MI SE FROM KAYENTA.
 GP0030'17.5 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0030'OFFICE AT KAYENTA, NAVAJO COUNTY, 1.9 MILES NORTHWEST OF CHILI CHIN
 GP0030'BETOA TRADING POST, ON THE NORTHWEST SLOPE OF A HILL, 50 YARDS NORTH
 GP0030'OF A RED SANDSTONE BLUFF 25 FEET HIGH, 200 FEET SOUTHEAST OF THE CREST
 GP0030'OF A STEEP GRADE OUT OF A DRAW, 90 FEET NORTHWEST OF A TURN TO THE
 GP0030'NORTHEAST, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN THE TOP
 GP0030'OF THE SOUTHEAST END OF A LONG RED SANDSTONE OUTCROP, AND 2 FEET
 GP0030'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED 5863.699 S 31 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0275 ***********************************************************************
 DA0275  DESIGNATION -  S 310
 DA0275  PID         -  DA0275
 DA0275  STATE/COUNTY-  AZ/PIMA
 DA0275  USGS QUAD   -  SANTA ROSA (1990)
 DA0275
 DA0275                         *CURRENT SURVEY CONTROL
 DA0275  ___________________________________________________________________
 DA0275* NAD 83(1986)-  32 20 33.     (N)    112 04 29.     (W)     SCALED    
 DA0275* NAVD 88     -       574.59   (+/-2cm)    1885.1    (feet)  VERTCON   
 DA0275  ___________________________________________________________________
 DA0275  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0275
 DA0275.The horizontal coordinates were scaled from a topographic map and have
 DA0275.an estimated accuracy of +/- 6 seconds.
 DA0275
 DA0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0275.The vertical order pertains to the NGVD 29 superseded value.
 DA0275
 DA0275.The geoid height was determined by GEOID03.
 DA0275
 DA0275;                    North         East    Units  Estimated Accuracy
 DA0275;SPC AZ C     -   148,850.      198,480.      MT  (+/- 180 meters Scaled)
 DA0275
 DA0275                          SUPERSEDED SURVEY CONTROL
 DA0275
 DA0275  NGVD 29 (??/??/92)  573.947  (m)         1883.02   (f) ADJ UNCH    2 0
 DA0275
 DA0275.Superseded values are not recommended for survey control.
 DA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0275.See file dsdata.txt to determine how the superseded data were derived.
 DA0275
 DA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA988789(NAD 83)
 DA0275_MARKER: DB = BENCH MARK DISK
 DA0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0275_STAMPING: S 310 1951
 DA0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0275+STABILITY: SURFACE MOTION
 DA0275
 DA0275  HISTORY     - Date     Condition        Report By
 DA0275  HISTORY     - 1951     MONUMENTED       CGS
 DA0275  HISTORY     - 1952     GOOD             NGS
 DA0275
 DA0275                          STATION DESCRIPTION
 DA0275
 DA0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0275'2.45 MI NW FROM SANTA ROSA.
 DA0275'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0275'SANTA ROSA, THENCE 0.85 MILE WEST ALONG A GRADED ROAD, 0.3 MILE WEST
 DA0275'OF THE NORTH END OF A LEVEE, ON THE SOUTH SLOPE OF A ROCKY HILL WITH
 DA0275'AN ABANDONED MINE, IN THE SOUTH END OF A SLOPING ROCK LEDGE, 193 FEET
 DA0275'NORTH OF THE CENTER LINE OF AND ABOUT 10 FEET HIGHER THAN THE ROAD,
 DA0275'116 FEET NORTHEAST OF A TELEPHONE POLE, 6 1/2 FEET LOWER THAN THE
 DA0275'HIGHEST PART OF A LEDGE, 0.5 FOOT NORTH OF THE SOUTH EDGE OF A LEDGE,
 DA0275'AND SET IN A CONCRETE POST PROJECTING 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0189 ***********************************************************************
 DA0189  DESIGNATION -  S 311
 DA0189  PID         -  DA0189
 DA0189  STATE/COUNTY-  AZ/MARICOPA
 DA0189  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0189
 DA0189                         *CURRENT SURVEY CONTROL
 DA0189  ___________________________________________________________________
 DA0189* NAD 83(1986)-  32 33 03.     (N)    112 13 20.     (W)     SCALED    
 DA0189* NAVD 88     -       633.93   (+/-2cm)    2079.8    (feet)  VERTCON   
 DA0189  ___________________________________________________________________
 DA0189  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0189
 DA0189.The horizontal coordinates were scaled from a topographic map and have
 DA0189.an estimated accuracy of +/- 6 seconds.
 DA0189
 DA0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0189.The vertical order pertains to the NGVD 29 superseded value.
 DA0189
 DA0189.The geoid height was determined by GEOID03.
 DA0189
 DA0189;                    North         East    Units  Estimated Accuracy
 DA0189;SPC AZ C     -   171,990.      184,660.      MT  (+/- 180 meters Scaled)
 DA0189
 DA0189                          SUPERSEDED SURVEY CONTROL
 DA0189
 DA0189  NGVD 29 (??/??/92)  633.254  (m)         2077.60   (f) ADJ UNCH    2 0
 DA0189
 DA0189.Superseded values are not recommended for survey control.
 DA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0189.See file dsdata.txt to determine how the superseded data were derived.
 DA0189
 DA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB852021(NAD 83)
 DA0189_MARKER: DB = BENCH MARK DISK
 DA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0189_STAMPING: S 311 1952
 DA0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0189+STABILITY: SURFACE MOTION
 DA0189
 DA0189  HISTORY     - Date     Condition        Report By
 DA0189  HISTORY     - 1952     MONUMENTED       CGS
 DA0189
 DA0189                          STATION DESCRIPTION
 DA0189
 DA0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0189'5.9 MI NE FROM VENTANA.
 DA0189'5.9 MILES NORTH AND NORTHEAST ALONG A TRACK ROAD FROM THE WATER TANK
 DA0189'AT VENTANA, 1.3 MILES SOUTH OF THE CHURCH AT A SMALL INDIAN VILLAGE,
 DA0189'ON THE WEST SLOPE OF A ROCKY HILL COVERED WITH PALO VERDE TREES, 23
 DA0189'FEET EAST OF THE CENTER LINE OF AND ABOUT 3 FEET HIGHER THAN THE ROAD,
 DA0189'4.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0189'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0108 ***********************************************************************
 CZ0108  DESIGNATION -  S 312
 CZ0108  PID         -  CZ0108
 CZ0108  STATE/COUNTY-  AZ/PIMA
 CZ0108  USGS QUAD   -  VAIL (1981)
 CZ0108
 CZ0108                         *CURRENT SURVEY CONTROL
 CZ0108  ___________________________________________________________________
 CZ0108* NAD 83(1986)-  32 00 55.     (N)    110 37 53.     (W)     SCALED    
 CZ0108* NAVD 88     -      1026.29   (+/-2cm)    3367.1    (feet)  VERTCON   
 CZ0108  ___________________________________________________________________
 CZ0108  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CZ0108  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0108
 CZ0108.The horizontal coordinates were scaled from a topographic map and have
 CZ0108.an estimated accuracy of +/- 6 seconds.
 CZ0108
 CZ0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0108.The vertical order pertains to the NGVD 29 superseded value.
 CZ0108
 CZ0108.The geoid height was determined by GEOID03.
 CZ0108
 CZ0108;                    North         East    Units  Estimated Accuracy
 CZ0108;SPC AZ C     -   113,280.      334,780.      MT  (+/- 180 meters Scaled)
 CZ0108
 CZ0108                          SUPERSEDED SURVEY CONTROL
 CZ0108
 CZ0108  NGVD 29 (??/??/92) 1025.545  (m)         3364.64   (f) ADJ UNCH    1 2
 CZ0108
 CZ0108.Superseded values are not recommended for survey control.
 CZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0108.See file dsdata.txt to determine how the superseded data were derived.
 CZ0108
 CZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA348421(NAD 83)
 CZ0108_MARKER: DB = BENCH MARK DISK
 CZ0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0108_SP_SET: CULVERT
 CZ0108_STAMPING: S 312 1952
 CZ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0108
 CZ0108  HISTORY     - Date     Condition        Report By
 CZ0108  HISTORY     - 1952     MONUMENTED       CGS
 CZ0108
 CZ0108                          STATION DESCRIPTION
 CZ0108
 CZ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0108'3.7 MI NW FROM PANTANO.
 CZ0108'3.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0108'SOUTHERN PACIFIC WATER TANK AT PANTANO, 4 POLES NORTHWEST OF MILEPOLE
 CZ0108'1009, AT CULVERT 1008.90, SET IN THE TOP OF THE SOUTHWEST CONCRETE
 CZ0108'HEADWALL, 41.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.2 FEET
 CZ0108'SOUTHEAST OF THE NORTHWEST END OF HEADWALL, 1.1 FEET NORTHEAST OF THE
 CZ0108'SOUTHWEST EDGE OF THE HEADWALL, AND ABOUT 11 FEET LOWER THAN THE
 CZ0108'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0448 ***********************************************************************
 ES0448  DESIGNATION -  S 313
 ES0448  PID         -  ES0448
 ES0448  STATE/COUNTY-  AZ/YAVAPAI
 ES0448  USGS QUAD   -  BLOODY BASIN (1967)
 ES0448
 ES0448                         *CURRENT SURVEY CONTROL
 ES0448  ___________________________________________________________________
 ES0448* NAD 83(1986)-  34 08 46.     (N)    111 47 48.     (W)     SCALED    
 ES0448* NAVD 88     -       854.52   (+/-2cm)    2803.5    (feet)  VERTCON   
 ES0448  ___________________________________________________________________
 ES0448  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 ES0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0448
 ES0448.The horizontal coordinates were scaled from a topographic map and have
 ES0448.an estimated accuracy of +/- 6 seconds.
 ES0448
 ES0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0448.The vertical order pertains to the NGVD 29 superseded value.
 ES0448
 ES0448.The geoid height was determined by GEOID03.
 ES0448
 ES0448;                    North         East    Units  Estimated Accuracy
 ES0448;SPC AZ C     -   348,870.      224,430.      MT  (+/- 180 meters Scaled)
 ES0448
 ES0448                          SUPERSEDED SURVEY CONTROL
 ES0448
 ES0448  NGVD 29 (??/??/92)  853.852  (m)         2801.35   (f) ADJ UNCH    2 0
 ES0448
 ES0448.Superseded values are not recommended for survey control.
 ES0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0448.See file dsdata.txt to determine how the superseded data were derived.
 ES0448
 ES0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC265786(NAD 83)
 ES0448_MARKER: DB = BENCH MARK DISK
 ES0448_SETTING: 66 = SET IN ROCK OUTCROP
 ES0448_SP_SET: OUTCROP
 ES0448_STAMPING: S 313 1952
 ES0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0448+STABILITY: POSITION/ELEVATION WELL
 ES0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0448+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2008
 ES0448
 ES0448  HISTORY     - Date     Condition        Report By
 ES0448  HISTORY     - 1952     MONUMENTED       CGS
 ES0448  HISTORY     - 20070811 GOOD             GEOCAC
 ES0448  HISTORY     - 20081228 GOOD             GEOCAC
 ES0448
 ES0448                          STATION DESCRIPTION
 ES0448
 ES0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0448'32.0 MI SE FROM CORDES.
 ES0448'32.0 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0448'CORDES, 0.6 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO
 ES0448'TANGLE CREEK RANGER STATION, AT THE CROSSING OF TANGLE CREEK, IN A
 ES0448'10-FOOT BY 5-FOOT OUTCROP PROJECTING 2 FEET, LOCATED ON THE SOUTH BANK
 ES0448'OF THE CREEK, 122 FEET WEST OF THE CENTER LINE OF AND ABOUT 2 FEET
 ES0448'HIGHER THAN THE ROAD AT THE CROSSING, AND 4.6 FEET SOUTH OF THE NORTH
 ES0448'EDGE (HIGHEST POINT) OF OUTCROP.
 ES0448
 ES0448                          STATION RECOVERY (2007)
 ES0448
 ES0448'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0448'RECOVERED IN GOOD CONDITION.
 ES0448
 ES0448                          STATION RECOVERY (2008)
 ES0448
 ES0448'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0448'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0448'34 08 46.3 (N)   111 47 47.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0378 ***********************************************************************
 ES0378  DESIGNATION -  S 314
 ES0378  PID         -  ES0378
 ES0378  STATE/COUNTY-  AZ/YAVAPAI
 ES0378  USGS QUAD   -  TULE MESA (1967)
 ES0378
 ES0378                         *CURRENT SURVEY CONTROL
 ES0378  ___________________________________________________________________
 ES0378* NAD 83(1986)-  34 20 34.     (N)    111 47 13.     (W)     SCALED    
 ES0378* NAVD 88     -      1765.16   (+/-2cm)    5791.2    (feet)  VERTCON   
 ES0378  ___________________________________________________________________
 ES0378  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 ES0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0378
 ES0378.The horizontal coordinates were scaled from a topographic map and have
 ES0378.an estimated accuracy of +/- 6 seconds.
 ES0378
 ES0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0378.The vertical order pertains to the NGVD 29 superseded value.
 ES0378
 ES0378.The geoid height was determined by GEOID03.
 ES0378
 ES0378;                    North         East    Units  Estimated Accuracy
 ES0378;SPC AZ C     -   370,680.      225,300.      MT  (+/- 180 meters Scaled)
 ES0378
 ES0378                          SUPERSEDED SURVEY CONTROL
 ES0378
 ES0378  NGVD 29 (??/??/92) 1764.373  (m)         5788.61   (f) ADJ UNCH    2 0
 ES0378
 ES0378.Superseded values are not recommended for survey control.
 ES0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0378.See file dsdata.txt to determine how the superseded data were derived.
 ES0378
 ES0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD276004(NAD 83)
 ES0378_MARKER: DB = BENCH MARK DISK
 ES0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0378_SP_SET: RIM RACK
 ES0378_STAMPING: S 314 1952
 ES0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0378
 ES0378  HISTORY     - Date     Condition        Report By
 ES0378  HISTORY     - 1952     MONUMENTED       CGS
 ES0378
 ES0378                          STATION DESCRIPTION
 ES0378
 ES0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0378'15.0 MI E FROM DUGAS.
 ES0378'14.1 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, THENCE 0.9
 ES0378'MILE EAST ALONG A TRAIL, 7.1 MILES WEST OF VERDE HOT SPRINGS, ABOUT 50
 ES0378'YARDS NORTH OF A LONE CEDAR TREE ON THE EAST EDGE OF A TRAIL, IN TOP
 ES0378'OF A RIM RACK AT A SMALL STEEP DROP, 11 1/2 FEET EAST OF AND ABOUT 1
 ES0378'FOOT LOWER THAN THE TRAIL, 3 1/2 FEET WEST OF THE EDGE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0512 ***********************************************************************
 ET0512  DESIGNATION -  S 315
 ET0512  PID         -  ET0512
 ET0512  STATE/COUNTY-  AZ/YAVAPAI
 ET0512  USGS QUAD   -  MOUNT JOSH (1979)
 ET0512
 ET0512                         *CURRENT SURVEY CONTROL
 ET0512  ___________________________________________________________________
 ET0512* NAD 83(1986)-  34 42 33.     (N)    112 42 06.     (W)     SCALED    
 ET0512* NAVD 88     -      1486.661  (meters)    4877.49   (feet)  POSTED    
 ET0512  ___________________________________________________________________
 ET0512  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0512  DYNAMIC HT  -        1484.680 (meters)    4870.99  (feet)  COMP
 ET0512  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 ET0512
 ET0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0512
 ET0512.The horizontal coordinates were scaled from a topographic map and have
 ET0512.an estimated accuracy of +/- 6 seconds.
 ET0512
 ET0512.The orthometric height was determined by differential leveling
 ET0512.and adjusted in November 2005.
 ET0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0512.rate of 0.0 thru 1.0 mm/km.
 ET0512
 ET0512.The geoid height was determined by GEOID03.
 ET0512
 ET0512.The dynamic height is computed by dividing the NAVD 88
 ET0512.geopotential number by the normal gravity value computed on the
 ET0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0512.degrees latitude (g = 980.6199 gals.).
 ET0512
 ET0512.The modeled gravity was interpolated from observed gravity values.
 ET0512
 ET0512;                    North         East    Units  Estimated Accuracy
 ET0512;SPC AZ C     -   411,590.      141,450.      MT  (+/- 180 meters Scaled)
 ET0512
 ET0512                          SUPERSEDED SURVEY CONTROL
 ET0512
 ET0512  NGVD 29 (??/??/92) 1485.833  (m)         4874.77   (f) ADJ UNCH    2 0
 ET0512
 ET0512.Superseded values are not recommended for survey control.
 ET0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0512.See file dsdata.txt to determine how the superseded data were derived.
 ET0512
 ET0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD441421(NAD 83)
 ET0512_MARKER: DB = BENCH MARK DISK
 ET0512_SETTING: 0 = UNSPECIFIED SETTING
 ET0512_STAMPING: S 315 1952
 ET0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0512+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0512
 ET0512  HISTORY     - Date     Condition        Report By
 ET0512  HISTORY     - 1952     MONUMENTED       CGS
 ET0512  HISTORY     - 1974     GOOD             USGS
 ET0512  HISTORY     - 20090122 GOOD             GEOCAC
 ET0512
 ET0512                          STATION DESCRIPTION
 ET0512
 ET0512'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0512'15.2 MI N FROM SKULL VALLEY.
 ET0512'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. ALONG THE PAVED RD. TOWARD
 ET0512'PRESCOTT, GO LEFT ON A GRADED COUNTY RD. 2.9 MI. TO T-RD. WEST, GO 1.0
 ET0512'MI. (STRAIGHT) TO T-RD. EAST, GO STRAIGHT 2.8 MI. TO T-RD. TO NE, GO
 ET0512'STRAIGHT (NW) 2.6 MI. TO GATE WAY TO MOANA RANCH, GO 0.3 MI. (KEEPING
 ET0512'TO THE RIGHT) TO A GATE AT THE S. END OF A LARGE BARN, PASS THROUGH
 ET0512'GATE AND GO 0.15 MI. TO A GATE PASS THROUGH GATE AND LEFT, UP HILL
 ET0512'THEN RIGHT ACROSS DAM, GOING 0.4 MI. TO A Y-RD. NO., GO STRAIGHT 1.4
 ET0512'MI. TO Y-RD. NO. GO STRAIGHT 0.3 MI. TO GATE, 50 FT SO. OF CENTER LINE
 ET0512'OF RD., 1 FT. EAST OF FENCE.
 ET0512
 ET0512                          STATION RECOVERY (2009)
 ET0512
 ET0512'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0153 ***********************************************************************
 ET0153  DESIGNATION -  S 316
 ET0153  PID         -  ET0153
 ET0153  STATE/COUNTY-  AZ/YAVAPAI
 ET0153  USGS QUAD   -  CHERRY (1973)
 ET0153
 ET0153                         *CURRENT SURVEY CONTROL
 ET0153  ___________________________________________________________________
 ET0153* NAD 83(1986)-  34 31 38.     (N)    112 01 32.     (W)     SCALED    
 ET0153* NAVD 88     -      1378.57   (+/-2cm)    4522.9    (feet)  VERTCON   
 ET0153  ___________________________________________________________________
 ET0153  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 ET0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0153
 ET0153.The horizontal coordinates were scaled from a topographic map and have
 ET0153.an estimated accuracy of +/- 6 seconds.
 ET0153
 ET0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0153.The vertical order pertains to the NGVD 29 superseded value.
 ET0153
 ET0153.The geoid height was determined by GEOID03.
 ET0153
 ET0153;                    North         East    Units  Estimated Accuracy
 ET0153;SPC AZ C     -   391,140.      203,360.      MT  (+/- 180 meters Scaled)
 ET0153
 ET0153                          SUPERSEDED SURVEY CONTROL
 ET0153
 ET0153  NGVD 29 (??/??/92) 1377.759  (m)         4520.20   (f) ADJ UNCH    2 0
 ET0153
 ET0153.Superseded values are not recommended for survey control.
 ET0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0153.See file dsdata.txt to determine how the superseded data were derived.
 ET0153
 ET0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD058210(NAD 83)
 ET0153_MARKER: DB = BENCH MARK DISK
 ET0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0153_STAMPING: S 316 1952
 ET0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0153+STABILITY: SURFACE MOTION
 ET0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0153+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0153
 ET0153  HISTORY     - Date     Condition        Report By
 ET0153  HISTORY     - 1952     MONUMENTED       CGS
 ET0153  HISTORY     - 20080711 GOOD             GEOCAC
 ET0153
 ET0153                          STATION DESCRIPTION
 ET0153
 ET0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0153'10.1 MI SE FROM CHERRY.
 ET0153'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ET0153'THENCE 5.0 MILES EAST ALONG A TRACK ROAD, 0.2 MILE EAST OF A
 ET0153'HORSE-SHOE TURN IN THE ROAD NEAR THE NORTH BASE OF AN EAST-WEST RIDGE
 ET0153'AT THE INSIDE OF A CURVE, 17 1/2 FEET SOUTHWEST OF THE CENTER LINE AND
 ET0153'ABOUT 2 FEET HIGHER THAN THE ROAD, 12 FEET NORTH OF THE NORTH BASE OF
 ET0153'THE RIDGE, 3.4 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 ET0153'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ET0153
 ET0153                          STATION RECOVERY (2008)
 ET0153
 ET0153'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0153'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0153'THE DESCRIPTION - THE WITNESS POST IS GONE. HANDHELD COORDINATES
 ET0153'34 31 39.2 (N)   112 01 32.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0079 ***********************************************************************
 CZ0079  DESIGNATION -  S 317
 CZ0079  PID         -  CZ0079
 CZ0079  STATE/COUNTY-  AZ/PIMA
 CZ0079  USGS QUAD   -  TUCSON SE (1992)
 CZ0079
 CZ0079                         *CURRENT SURVEY CONTROL
 CZ0079  ___________________________________________________________________
 CZ0079* NAD 83(1986)-  32 06 48.     (N)    110 49 45.     (W)     SCALED    
 CZ0079* NAVD 88     -       862.59   (+/-2cm)    2830.0    (feet)  VERTCON   
 CZ0079  ___________________________________________________________________
 CZ0079  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CZ0079  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0079
 CZ0079.The horizontal coordinates were scaled from a topographic map and have
 CZ0079.an estimated accuracy of +/- 6 seconds.
 CZ0079
 CZ0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0079.The vertical order pertains to the NGVD 29 superseded value.
 CZ0079
 CZ0079.The geoid height was determined by GEOID03.
 CZ0079
 CZ0079;                    North         East    Units  Estimated Accuracy
 CZ0079;SPC AZ C     -   123,950.      315,990.      MT  (+/- 180 meters Scaled)
 CZ0079
 CZ0079                          SUPERSEDED SURVEY CONTROL
 CZ0079
 CZ0079  NGVD 29 (??/??/92)  861.918  (m)         2827.81   (f) ADJ UNCH    1 2
 CZ0079
 CZ0079.Superseded values are not recommended for survey control.
 CZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0079.See file dsdata.txt to determine how the superseded data were derived.
 CZ0079
 CZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA161530(NAD 83)
 CZ0079_MARKER: DB = BENCH MARK DISK
 CZ0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0079_SP_SET: ABUTMENT
 CZ0079_STAMPING: S 317 1952
 CZ0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0079
 CZ0079  HISTORY     - Date     Condition        Report By
 CZ0079  HISTORY     - 1952     MONUMENTED       CGS
 CZ0079
 CZ0079                          STATION DESCRIPTION
 CZ0079
 CZ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0079'8.3 MI NW FROM VAIL.
 CZ0079'8.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0079'THE STATION AT VAIL, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 CZ0079'CONCRETE ABUTMENT OF BRIDGE NO.995.56, 7.3 FEET NORTHEAST OF THE
 CZ0079'NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0286 ***********************************************************************
 ET0286  DESIGNATION -  S 318
 ET0286  PID         -  ET0286
 ET0286  STATE/COUNTY-  AZ/YAVAPAI
 ET0286  USGS QUAD   -  CLEATOR (1974)
 ET0286
 ET0286                         *CURRENT SURVEY CONTROL
 ET0286  ___________________________________________________________________
 ET0286* NAD 83(1986)-  34 18 02.     (N)    112 09 08.     (W)     SCALED    
 ET0286* NAVD 88     -      1162.98   (+/-2cm)    3815.5    (feet)  VERTCON   
 ET0286  ___________________________________________________________________
 ET0286  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 ET0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0286
 ET0286.The horizontal coordinates were scaled from a topographic map and have
 ET0286.an estimated accuracy of +/- 6 seconds.
 ET0286
 ET0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0286.The vertical order pertains to the NGVD 29 superseded value.
 ET0286
 ET0286.The geoid height was determined by GEOID03.
 ET0286
 ET0286;                    North         East    Units  Estimated Accuracy
 ET0286;SPC AZ C     -   366,020.      191,680.      MT  (+/- 180 meters Scaled)
 ET0286
 ET0286                          SUPERSEDED SURVEY CONTROL
 ET0286
 ET0286  NGVD 29 (??/??/92) 1162.275  (m)         3813.23   (f) ADJ UNCH    2 0
 ET0286
 ET0286.Superseded values are not recommended for survey control.
 ET0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0286.See file dsdata.txt to determine how the superseded data were derived.
 ET0286
 ET0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939960(NAD 83)
 ET0286_MARKER: DB = BENCH MARK DISK
 ET0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0286_STAMPING: S 318 1952
 ET0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0286+STABILITY: SURFACE MOTION
 ET0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0286+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0286
 ET0286  HISTORY     - Date     Condition        Report By
 ET0286  HISTORY     - 1952     MONUMENTED       CGS
 ET0286  HISTORY     - 20080125 GOOD             GEOCAC
 ET0286  HISTORY     - 20080817 GOOD             GEOCAC
 ET0286
 ET0286                          STATION DESCRIPTION
 ET0286
 ET0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0286'1.0 MI E FROM CORDES.
 ET0286'1.0 MILE EAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0286'CORDES, 0.25 MILE EAST OF THE EAST END OF A SHARP CURVE, ABOUT 90
 ET0286'YARDS WEST OF THE CROSSING OF A WASH, ON TOP OF A SMALL GRADE, AT THE
 ET0286'EAST END OF A SMALL LOOP FORMED BY A PORTION OF THE FORMER ROAD, ON
 ET0286'THE INSIDE OF A CURVE, 46 FEET SOUTH OF THE CENTER LINE OF AND ABOUT 2
 ET0286'FEET HIGHER THAN THE ROAD, 2.6 FEET WEST OF A WITNESS POST, AND SET IN
 ET0286'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ET0286
 ET0286                          STATION RECOVERY (2008)
 ET0286
 ET0286'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0286'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0286'THE DESCRIPTION - THERE WAS NO WITNESS POST IN THE AREA. HANDHELD
 ET0286'COORDINATES
 ET0286'34 18 02.8 (N)   112 09 08.2 (W)  (NAD 83).
 ET0286
 ET0286                          STATION RECOVERY (2008)
 ET0286
 ET0286'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0286'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0286'18.049' W112 09.137'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1006 ***********************************************************************
 CZ1006  DESIGNATION -  S 319
 CZ1006  PID         -  CZ1006
 CZ1006  STATE/COUNTY-  AZ/PINAL
 CZ1006  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1006
 CZ1006                         *CURRENT SURVEY CONTROL
 CZ1006  ___________________________________________________________________
 CZ1006* NAD 83(1986)-  32 57 28.     (N)    111 45 38.     (W)     SCALED    
 CZ1006* NAVD 88     -       445.55   (+/-2cm)    1461.8    (feet)  VERTCON   
 CZ1006  ___________________________________________________________________
 CZ1006  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1006  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1006
 CZ1006.This mark is at Casa Grande Municipal Airport (CGZ)
 CZ1006
 CZ1006.The horizontal coordinates were scaled from a topographic map and have
 CZ1006.an estimated accuracy of +/- 6 seconds.
 CZ1006
 CZ1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1006.The vertical order pertains to the NGVD 29 superseded value.
 CZ1006
 CZ1006.The geoid height was determined by GEOID03.
 CZ1006
 CZ1006;                    North         East    Units  Estimated Accuracy
 CZ1006;SPC AZ C     -   217,080.      227,960.      MT  (+/- 180 meters Scaled)
 CZ1006
 CZ1006                          SUPERSEDED SURVEY CONTROL
 CZ1006
 CZ1006  NGVD 29 (??/??/92)  444.994  (m)         1459.95   (f) ADJ UNCH    1 2
 CZ1006
 CZ1006.Superseded values are not recommended for survey control.
 CZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1006.See file dsdata.txt to determine how the superseded data were derived.
 CZ1006
 CZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB289468(NAD 83)
 CZ1006_MARKER: DB = BENCH MARK DISK
 CZ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1006_STAMPING: S 319 1952
 CZ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1006+STABILITY: SURFACE MOTION
 CZ1006
 CZ1006  HISTORY     - Date     Condition        Report By
 CZ1006  HISTORY     - 1952     MONUMENTED       CGS
 CZ1006  HISTORY     - 1961     GOOD             NGS
 CZ1006
 CZ1006                          STATION DESCRIPTION
 CZ1006
 CZ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1006'5.9 MI N FROM CASA GRANDE.
 CZ1006'5.4 MILES NORTH ALONG STATE HIGHWAY 187 FROM THE SOUTHERN PACIFIC
 CZ1006'COMPANY STEEL WATER TANK AT CASA GRANDE, THENCE 0.2 MILE WEST ALONG A
 CZ1006'ROAD LEADING TO THE WILLIAMS NO. 4 AIRPORT, THENCE 0.3 MILE NORTH
 CZ1006'ALONG A NORTH-SOUTH RUNWAY, AT THE NORTH EAST END OF A LARGE V FORMED
 CZ1006'BY THE JUNCTION OF A NORTH-SOUTH AND SOUTHWEST-NORTHEAST ASPHALT
 CZ1006'RUNWAY, 32.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 CZ1006'NORTHEAST-SOUTHWEST RUNWAY, 30 FEET WEST OF THE WEST EDGE OF THE
 CZ1006'NORTH-SOUTH RUNWAY, 1.6 FEET NORTH OF A WITNESS POST, AND SET IN THE
 CZ1006'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CZ1006
 CZ1006                          STATION RECOVERY (1961)
 CZ1006
 CZ1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CZ1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0125 ***********************************************************************
 GO0125  DESIGNATION -  S 32
 GO0125  PID         -  GO0125
 GO0125  STATE/COUNTY-  AZ/APACHE
 GO0125  USGS QUAD   -  MANY FARMS SW (1968)
 GO0125
 GO0125                         *CURRENT SURVEY CONTROL
 GO0125  ___________________________________________________________________
 GO0125* NAD 83(1986)-  36 18 49.     (N)    109 38 25.     (W)     SCALED    
 GO0125* NAVD 88     -      1642.733  (meters)    5389.53   (feet)  ADJUSTED  
 GO0125  ___________________________________________________________________
 GO0125  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 GO0125  DYNAMIC HT  -        1640.705 (meters)    5382.88  (feet)  COMP
 GO0125  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 GO0125
 GO0125  VERT ORDER  -  FIRST     CLASS II
 GO0125
 GO0125.The horizontal coordinates were scaled from a topographic map and have
 GO0125.an estimated accuracy of +/- 6 seconds.
 GO0125
 GO0125.The orthometric height was determined by differential leveling
 GO0125.and adjusted in June 1991.
 GO0125
 GO0125.The geoid height was determined by GEOID03.
 GO0125
 GO0125.The dynamic height is computed by dividing the NAVD 88
 GO0125.geopotential number by the normal gravity value computed on the
 GO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0125.degrees latitude (g = 980.6199 gals.).
 GO0125
 GO0125.The modeled gravity was interpolated from observed gravity values.
 GO0125
 GO0125;                    North         East    Units  Estimated Accuracy
 GO0125;SPC AZ E     -   589,440.      260,630.      MT  (+/- 180 meters Scaled)
 GO0125
 GO0125                          SUPERSEDED SURVEY CONTROL
 GO0125
 GO0125  NGVD 29 (??/??/92) 1641.871  (m)         5386.71   (f) ADJ UNCH    1 2
 GO0125
 GO0125.Superseded values are not recommended for survey control.
 GO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0125.See file dsdata.txt to determine how the superseded data were derived.
 GO0125
 GO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF220195(NAD 83)
 GO0125_MARKER: DB = BENCH MARK DISK
 GO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0125_STAMPING: S 32 1933
 GO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0125+STABILITY: SURFACE MOTION
 GO0125
 GO0125  HISTORY     - Date     Condition        Report By
 GO0125  HISTORY     - 1933     MONUMENTED       CGS
 GO0125  HISTORY     - 1934     GOOD             NGS
 GO0125  HISTORY     - 1968     GOOD             UTU
 GO0125
 GO0125                          STATION DESCRIPTION
 GO0125
 GO0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0125'14.0 MI NW FROM CHIN LEE.
 GO0125'14.0 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0125'ROAD, 4.6 MILES NORTHWEST OF FRAZERS TRADING POST, AT THE CREST OF A
 GO0125'RISE, EAST OF A TURN TO THE SOUTH THROUGH A WASH AND BETWEEN RED
 GO0125'SANDSTONE HILLS, ABOUT .5 MILE EAST OF A CATTLE GUARD, AND 25 FEET
 GO0125'NORTH OF THE CENTERLINE OF THE ROAD AND ON THE SAME LEVEL.  A STANDARD
 GO0125'DISK SET IN A CONCRETE POST.
 GO0125
 GO0125                          STATION RECOVERY (1968)
 GO0125
 GO0125'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8622 ***********************************************************************
 DE8622  DESIGNATION -  S 320 RESET
 DE8622  PID         -  DE8622
 DE8622  STATE/COUNTY-  AZ/MARICOPA
 DE8622  USGS QUAD   -  SENTINEL (1986)
 DE8622
 DE8622                         *CURRENT SURVEY CONTROL
 DE8622  ___________________________________________________________________
 DE8622* NAD 83(1986)-  32 52 12.     (N)    113 07 43.     (W)     SCALED    
 DE8622* NAVD 88     -       234.48   (meters)     769.3    (feet)  RESET     
 DE8622  ___________________________________________________________________
 DE8622  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DE8622  VERT ORDER  -  THIRD
 DE8622
 DE8622.The horizontal coordinates were scaled from a topographic map and have
 DE8622.an estimated accuracy of +/- 6 seconds.
 DE8622
 DE8622.The orthometric height was computed from unverified reset data.
 DE8622.No vertical observational check was made to the station.
 DE8622
 DE8622.The geoid height was determined by GEOID03.
 DE8622
 DE8622;                    North         East    Units  Estimated Accuracy
 DE8622;SPC AZ C     -   207,990.       99,940.      MT  (+/- 180 meters Scaled)
 DE8622
 DE8622                          SUPERSEDED SURVEY CONTROL
 DE8622
 DE8622.No superseded survey control is available for this station.
 DE8622
 DE8622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB008388(NAD 83)
 DE8622_MARKER: DV = VERTICAL CONTROL DISK
 DE8622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8622_STAMPING: S 320 RESET 2002
 DE8622_MARK LOGO: NGS   
 DE8622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8622+STABILITY: SURFACE MOTION
 DE8622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8622+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DE8622
 DE8622  HISTORY     - Date     Condition        Report By
 DE8622  HISTORY     - 2002     MONUMENTED       NGS
 DE8622  HISTORY     - 20060128 GOOD             USPSQD
 DE8622  HISTORY     - 20060128 GOOD             USPSQD
 DE8622
 DE8622                          STATION DESCRIPTION
 DE8622
 DE8622'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8622'TO REACH THE STATION GO, 7.9 KM (4.90 MI) NORTHEAST ALONG THE SOUTHERN
 DE8622'PACIFIC RAILROAD FROM THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS
 DE8622'IN SENTINEL, AT RAILROAD MILEPOLE 831, 27.17 METERS (89.14 FT)
 DE8622'NORTHWEST OF THE NORTHWEST RAIL, 0.9 METERS (3.0 FT) NORTHEAST OF THE
 DE8622'MILEPOLE, THE MARK IS 0.55 METERS (1.80 FT) WEST OF A WHITE CARSONITE
 DE8622'POLE WITH A SURVEY MARKER SIGN.  THE MARK IS 0.75 METERS (2.46 FT)
 DE8622'BELOW THE TRACKS.
 DE8622
 DE8622                          STATION RECOVERY (2006)
 DE8622
 DE8622'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DE8622'RECOVERED AS DESCRIBED.
 DE8622
 DE8622                          STATION RECOVERY (2006)
 DE8622
 DE8622'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DE8622'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1114 ***********************************************************************
 DA1114  DESIGNATION -  S 321
 DA1114  PID         -  DA1114
 DA1114  STATE/COUNTY-  AZ/YUMA
 DA1114  USGS QUAD   -  AZTEC HILLS (1982)
 DA1114
 DA1114                         *CURRENT SURVEY CONTROL
 DA1114  ___________________________________________________________________
 DA1114* NAD 83(1986)-  32 49 29.     (N)    113 26 00.     (W)     SCALED    
 DA1114* NAVD 88     -       148.834  (meters)     488.30   (feet)  ADJUSTED  
 DA1114  ___________________________________________________________________
 DA1114  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DA1114  DYNAMIC HT  -         148.665 (meters)     487.75  (feet)  COMP
 DA1114  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 DA1114
 DA1114  VERT ORDER  -  FIRST     CLASS II
 DA1114
 DA1114.The horizontal coordinates were scaled from a topographic map and have
 DA1114.an estimated accuracy of +/- 6 seconds.
 DA1114
 DA1114.The orthometric height was determined by differential leveling
 DA1114.and adjusted in June 1991.
 DA1114
 DA1114.The geoid height was determined by GEOID03.
 DA1114
 DA1114.The dynamic height is computed by dividing the NAVD 88
 DA1114.geopotential number by the normal gravity value computed on the
 DA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1114.degrees latitude (g = 980.6199 gals.).
 DA1114
 DA1114.The modeled gravity was interpolated from observed gravity values.
 DA1114
 DA1114;                    North         East    Units  Estimated Accuracy
 DA1114;SPC AZ W     -   202,370.      243,010.      MT  (+/- 180 meters Scaled)
 DA1114
 DA1114                          SUPERSEDED SURVEY CONTROL
 DA1114
 DA1114  NGVD 29 (??/??/92)  148.298  (m)          486.54   (f) ADJ UNCH    1 2
 DA1114
 DA1114.Superseded values are not recommended for survey control.
 DA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1114.See file dsdata.txt to determine how the superseded data were derived.
 DA1114
 DA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB722344(NAD 83)
 DA1114_MARKER: DB = BENCH MARK DISK
 DA1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1114_SP_SET: CULVERT
 DA1114_STAMPING: S 321 1952
 DA1114_MARK LOGO: CGS   
 DA1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1114
 DA1114  HISTORY     - Date     Condition        Report By
 DA1114  HISTORY     - 1952     MONUMENTED       CGS
 DA1114  HISTORY     - 1960     GOOD             NGS
 DA1114  HISTORY     - 1980     GOOD             NGS
 DA1114  HISTORY     - 1980     GOOD             NGS
 DA1114
 DA1114                          STATION DESCRIPTION
 DA1114
 DA1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1114'0.7 MI E FROM AZTEC.
 DA1114'0.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1114'WATER TANK AT AZTEC, 2 TELEPHONE POLES WEST OF MILEPOST 813, IN THE
 DA1114'TOP OF THE EAST END OF THE NORTH HEADWALL OF A TWIN 14-INCH PIPE
 DA1114'CULVERT, 4.4 FEET WEST OF THE EAST END, 13.5 FEET EAST OF THE WEST
 DA1114'END, 106 FEET EAST OF THE WEST BOUND SEMAPHORE NO. 8127, 6.8 FEET
 DA1114'NORTH OF THE NORTH RAIL, AND ABOUT 0.9 FOOT LOWER THAN THE RAILROAD
 DA1114'TRACK.
 DA1114
 DA1114                          STATION RECOVERY (1960)
 DA1114
 DA1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA1114'RECOVERED IN GOOD CONDITION.
 DA1114
 DA1114                          STATION RECOVERY (1980)
 DA1114
 DA1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1114'1.1 KM (0.7 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1114'WATER TANK IN AZTEC, 0.2 KM (0.1 MI) SOUTHWEST OF RAILROAD MILEPOLE
 DA1114'813, SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 DA1114'HEADWALL OF A TWIN PIPE CULVERT UNDER THE TRACKS, 2.1 METERS (6.9 FT)
 DA1114'NORTHWEST OF THE NORTHWEST RAIL.
 DA1114'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA1114
 DA1114                          STATION RECOVERY (1980)
 DA1114
 DA1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1114'1.1 KM (0.7 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1114'WATER TANK IN AZTEC, 0.2 KM (0.1 MI) SOUTHWEST OF RAILROAD MILEPOLE
 DA1114'813, SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 DA1114'HEADWALL OF A TWIN PIPE CULVERT UNDER THE TRACKS, 2.1 METERS (6.9 FT)
 DA1114'NORTHWEST OF THE NORTHWEST RAIL.
 DA1114'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1080 ***********************************************************************
 DA1080  DESIGNATION -  S 322
 DA1080  PID         -  DA1080
 DA1080  STATE/COUNTY-  AZ/YUMA
 DA1080  USGS QUAD   -  MOHAWK (1982)
 DA1080
 DA1080                         *CURRENT SURVEY CONTROL
 DA1080  ___________________________________________________________________
 DA1080* NAD 83(1986)-  32 43 18.     (N)    113 47 20.     (W)     SCALED    
 DA1080* NAVD 88     -       137.507  (meters)     451.14   (feet)  ADJUSTED  
 DA1080  ___________________________________________________________________
 DA1080  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DA1080  DYNAMIC HT  -         137.352 (meters)     450.63  (feet)  COMP
 DA1080  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 DA1080
 DA1080  VERT ORDER  -  FIRST     CLASS II
 DA1080
 DA1080.The horizontal coordinates were scaled from a topographic map and have
 DA1080.an estimated accuracy of +/- 6 seconds.
 DA1080
 DA1080.The orthometric height was determined by differential leveling
 DA1080.and adjusted in June 1991.
 DA1080
 DA1080.The geoid height was determined by GEOID03.
 DA1080
 DA1080.The dynamic height is computed by dividing the NAVD 88
 DA1080.geopotential number by the normal gravity value computed on the
 DA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1080.degrees latitude (g = 980.6199 gals.).
 DA1080
 DA1080.The modeled gravity was interpolated from observed gravity values.
 DA1080
 DA1080;                    North         East    Units  Estimated Accuracy
 DA1080;SPC AZ W     -   190,890.      209,720.      MT  (+/- 180 meters Scaled)
 DA1080
 DA1080                          SUPERSEDED SURVEY CONTROL
 DA1080
 DA1080  NGVD 29 (??/??/92)  136.862  (m)          449.02   (f) ADJ UNCH    1 2
 DA1080
 DA1080.Superseded values are not recommended for survey control.
 DA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1080.See file dsdata.txt to determine how the superseded data were derived.
 DA1080
 DA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB386238(NAD 83)
 DA1080_MARKER: DB = BENCH MARK DISK
 DA1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1080_STAMPING: S 322 1952
 DA1080_MARK LOGO: CGS   
 DA1080_PROJECTION: PROJECTING 15 CENTIMETERS
 DA1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1080+STABILITY: SURFACE MOTION
 DA1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1080+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1080
 DA1080  HISTORY     - Date     Condition        Report By
 DA1080  HISTORY     - 1952     MONUMENTED       CGS
 DA1080  HISTORY     - 1981     GOOD             NGS
 DA1080  HISTORY     - 1981     GOOD             NGS
 DA1080  HISTORY     - 20090206 GOOD             GEOCAC
 DA1080
 DA1080                          STATION DESCRIPTION
 DA1080
 DA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1080'2 MI W FROM MOHAWK.
 DA1080'2 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA1080'COMPANY RAILROAD STATION AT MOHAWK, 0.4 MILES WEST OF MILEPOST 791,
 DA1080'0.2 MILE EAST OF THE OWL SERVICE STATION, 216.3 FEET NORTH OF THE
 DA1080'NORTH RAIL, 88 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET
 DA1080'NORTH OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 DA1080'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DA1080
 DA1080                          STATION RECOVERY (1981)
 DA1080
 DA1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1080'15.8 KM (9.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1080'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1080'MILEPOLE 791, 0.3 KM (0.2 MI) NORTHEAST OF AN ABANDONED GAS STATION,
 DA1080'104.7 M (344 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 59.0 M
 DA1080'(194 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 6.7 M
 DA1080'(22.0 FT) NORTH OF POWER POLE NUMBER W-M C-7 22 10.
 DA1080'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA1080
 DA1080                          STATION RECOVERY (1981)
 DA1080
 DA1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1080'15.8 KM (9.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1080'IN TACNA, 0.6 KM (0.4 MI) SOUTHWEST OF SOUTHERN PACIFIC RAILROAD
 DA1080'MILEPOLE 791, 0.3 KM (0.2 MI) NORTHEAST OF AN ABANDONED GAS STATION,
 DA1080'104.7 M (344 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 59.0 M
 DA1080'(194 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 6.7 M
 DA1080'(22.0 FT) NORTH OF POWER POLE NUMBER W-M C-7 22 10.
 DA1080'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA1080
 DA1080                          STATION RECOVERY (2009)
 DA1080
 DA1080'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1080'RECOVERED IN GOOD CONDITION. THERE IS NO LONGER A WITNESS POST
 DA1080'NEAR THE MARK. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1080'OF N 32 43' 19.7 W 113 47' 19.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0182 ***********************************************************************
 DU0182  DESIGNATION -  S 323
 DU0182  PID         -  DU0182
 DU0182  STATE/COUNTY-  AZ/GRAHAM
 DU0182  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0182
 DU0182                         *CURRENT SURVEY CONTROL
 DU0182  ___________________________________________________________________
 DU0182* NAD 83(1986)-  33 20 46.     (N)    110 03 01.     (W)     SCALED    
 DU0182* NAVD 88     -      1501.760  (meters)    4927.02   (feet)  ADJUSTED  
 DU0182  ___________________________________________________________________
 DU0182  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DU0182  DYNAMIC HT  -        1499.568 (meters)    4919.83  (feet)  COMP
 DU0182  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 DU0182
 DU0182  VERT ORDER  -  SECOND    CLASS 0
 DU0182
 DU0182.The horizontal coordinates were scaled from a topographic map and have
 DU0182.an estimated accuracy of +/- 6 seconds.
 DU0182
 DU0182.The orthometric height was determined by differential leveling
 DU0182.and adjusted in June 1991.
 DU0182
 DU0182.The geoid height was determined by GEOID03.
 DU0182
 DU0182.The dynamic height is computed by dividing the NAVD 88
 DU0182.geopotential number by the normal gravity value computed on the
 DU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0182.degrees latitude (g = 980.6199 gals.).
 DU0182
 DU0182.The modeled gravity was interpolated from observed gravity values.
 DU0182
 DU0182;                    North         East    Units  Estimated Accuracy
 DU0182;SPC AZ E     -   260,140.      224,190.      MT  (+/- 180 meters Scaled)
 DU0182
 DU0182                          SUPERSEDED SURVEY CONTROL
 DU0182
 DU0182  NGVD 29 (??/??/92) 1501.050  (m)         4924.69   (f) ADJ UNCH    2 0
 DU0182
 DU0182.Superseded values are not recommended for survey control.
 DU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0182.See file dsdata.txt to determine how the superseded data were derived.
 DU0182
 DU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB883900(NAD 83)
 DU0182_MARKER: DB = BENCH MARK DISK
 DU0182_SETTING: 66 = SET IN ROCK OUTCROP
 DU0182_SP_SET: ROCK OUTCROP
 DU0182_STAMPING: S 323 1952
 DU0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0182+STABILITY: POSITION/ELEVATION WELL
 DU0182
 DU0182  HISTORY     - Date     Condition        Report By
 DU0182  HISTORY     - 1952     MONUMENTED       CGS
 DU0182
 DU0182                          STATION DESCRIPTION
 DU0182
 DU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0182'3.5 MI SW FROM ASH CREEK RANCH.
 DU0182'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0182'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0182'1.1 MILE SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, ABOUT 0.8 MILE
 DU0182'SOUTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST TO ARSENIC
 DU0182'TUBS, ON THE TOP OF A LOW ROCKY RIDGE, ON THE INSIDE OF A CURVE AT THE
 DU0182'TOP OF THE RIDGE, 288 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DU0182'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A MALPAIS ROCK
 DU0182'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0395 ***********************************************************************
 CY0395  DESIGNATION -  S 324
 CY0395  PID         -  CY0395
 CY0395  STATE/COUNTY-  AZ/COCHISE
 CY0395  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0395
 CY0395                         *CURRENT SURVEY CONTROL
 CY0395  ___________________________________________________________________
 CY0395* NAD 83(1986)-  32 15 15.     (N)    109 50 23.     (W)     SCALED    
 CY0395* NAVD 88     -      1272.505  (meters)    4174.88   (feet)  ADJUSTED  
 CY0395  ___________________________________________________________________
 CY0395  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CY0395  DYNAMIC HT  -        1270.597 (meters)    4168.62  (feet)  COMP
 CY0395  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 CY0395
 CY0395  VERT ORDER  -  FIRST     CLASS II
 CY0395
 CY0395.The horizontal coordinates were scaled from a topographic map and have
 CY0395.an estimated accuracy of +/- 6 seconds.
 CY0395
 CY0395.The orthometric height was determined by differential leveling
 CY0395.and adjusted in June 1991.
 CY0395
 CY0395.The geoid height was determined by GEOID03.
 CY0395
 CY0395.The dynamic height is computed by dividing the NAVD 88
 CY0395.geopotential number by the normal gravity value computed on the
 CY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0395.degrees latitude (g = 980.6199 gals.).
 CY0395
 CY0395.The modeled gravity was interpolated from observed gravity values.
 CY0395
 CY0395;                    North         East    Units  Estimated Accuracy
 CY0395;SPC AZ E     -   139,100.      244,170.      MT  (+/- 180 meters Scaled)
 CY0395
 CY0395                          SUPERSEDED SURVEY CONTROL
 CY0395
 CY0395  NGVD 29 (??/??/92) 1271.759  (m)         4172.43   (f) ADJ UNCH    1 2
 CY0395
 CY0395.Superseded values are not recommended for survey control.
 CY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0395.See file dsdata.txt to determine how the superseded data were derived.
 CY0395
 CY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA092691(NAD 83)
 CY0395_MARKER: DB = BENCH MARK DISK
 CY0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0395_SP_SET: BUILDING
 CY0395_STAMPING: S 324 1952
 CY0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CY0395+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CY0395
 CY0395  HISTORY     - Date     Condition        Report By
 CY0395  HISTORY     - 1952     MONUMENTED       CGS
 CY0395  HISTORY     - 1960     GOOD             NGS
 CY0395  HISTORY     - 1979     GOOD             NGS
 CY0395  HISTORY     - 20051107 GOOD             NGS
 CY0395
 CY0395                          STATION DESCRIPTION
 CY0395
 CY0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0395'IN WILLCOX.
 CY0395'0.35 MILE WEST ALONG MALEY STREET FROM THE POST OFFICE AT WILLCOX, AT
 CY0395'THE INTERSECTION OF MALEY STREET AND BOWIE AVENUE SET VERTICALLY IN
 CY0395'THE SOUTH FACE OF THE GRACE BAPTIST BIBLE CHURCH, AT THE SOUTHWEST
 CY0395'CORNER OF THE CINCER BLOCK BUILDING, 67 1/2 FEET EAST OF THE CENTER
 CY0395'LINE OF BOWIE AVENUE, 48.0 FEET NORTH OF THE CENTER LINE OF MALEY
 CY0395'STREET, 0.7 FOOT EAST OF THE SOUTHWEST CORNER OF THE CHURCH, 4.1 FEET
 CY0395'HIGHER THAN THE GROUND.
 CY0395
 CY0395                          STATION RECOVERY (1960)
 CY0395
 CY0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0395'RECOVERED IN GOOD CONDITION.
 CY0395
 CY0395                          STATION RECOVERY (1979)
 CY0395
 CY0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0395'IN WILLCOX, 0.6 KILOMETER (0.4 MILE) NORTHWEST ALONG MALEY STREET
 CY0395'FROM ITS INTERSECTION WITH HASKELL AVENUE.  THE MARK IS SET
 CY0395'VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER OF AN
 CY0395'ABANDONED CINDER BLOCK BUILDING WHICH WAS THE GRACE BAPTIST CHURCH
 CY0395'ON THE NORTHEAST CORNER OF THE INTERSECTION OF MALEY STREET AND
 CY0395'BOWIE AVENUE, 19.8 METERS (65 FEET) EAST OF THE CENTERLINE OF BOWIE
 CY0395'AVENUE, 14.4 METERS (47 FEET) NORTH OF THE CENTERLINE OF MALEY
 CY0395'STREET 0.2 METER (0.7 FEET) EAST OF THE SOUTHWEST CORNER OF THE
 CY0395'BUILDING.
 CY0395'THE MARK IS 1.3 M ABOVE THE GROUND.
 CY0395
 CY0395                          STATION RECOVERY (2005)
 CY0395
 CY0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0044 ***********************************************************************
 CG0044  DESIGNATION -  S 325
 CG0044  PID         -  CG0044
 CG0044  STATE/COUNTY-  AZ/COCHISE
 CG0044  USGS QUAD   -  KNOB HILL (1973)
 CG0044
 CG0044                         *CURRENT SURVEY CONTROL
 CG0044  ___________________________________________________________________
 CG0044* NAD 83(1986)-  31 59 31.     (N)    110 05 44.     (W)     SCALED    
 CG0044* NAVD 88     -      1347.36   (+/-2cm)    4420.5    (feet)  VERTCON   
 CG0044  ___________________________________________________________________
 CG0044  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CG0044  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0044
 CG0044.The horizontal coordinates were scaled from a topographic map and have
 CG0044.an estimated accuracy of +/- 6 seconds.
 CG0044
 CG0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0044.The vertical order pertains to the NGVD 29 superseded value.
 CG0044
 CG0044.The geoid height was determined by GEOID03.
 CG0044
 CG0044;                    North         East    Units  Estimated Accuracy
 CG0044;SPC AZ E     -   109,980.      220,080.      MT  (+/- 180 meters Scaled)
 CG0044
 CG0044                          SUPERSEDED SURVEY CONTROL
 CG0044
 CG0044  NGVD 29 (??/??/92) 1346.479  (m)         4417.57   (f) ADJ UNCH    1 2
 CG0044
 CG0044.Superseded values are not recommended for survey control.
 CG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0044.See file dsdata.txt to determine how the superseded data were derived.
 CG0044
 CG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA854399(NAD 83)
 CG0044_MARKER: DB = BENCH MARK DISK
 CG0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0044_SP_SET: CULVERT
 CG0044_STAMPING: S 325 1952
 CG0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0044
 CG0044  HISTORY     - Date     Condition        Report By
 CG0044  HISTORY     - 1952     MONUMENTED       CGS
 CG0044
 CG0044                          STATION DESCRIPTION
 CG0044
 CG0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0044'4.4 MI SW FROM DRAGOON.
 CG0044'4.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0044'THE STATION AT DRAGOON, AT A CULVERT, IN THE TOP OF AND ABOUT THE
 CG0044'MIDDLE OF THE NORTHWEST HEADWALL OF A LARGE CONCRETE ARCH CULVERT
 CG0044'NUMBER 1049.52, 75.4 FEET NORTH OF A SECTION CAR-SIDING, 71.0 FEET
 CG0044'NORTHEAST OF THE NORTHEAST END OF A CULVERT, 21 1/2 FEET NORTHWEST OF
 CG0044'THE NORTHWEST RAIL, 15 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF A
 CG0044'HEADWALL, AND 10.0 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0309 ***********************************************************************
 FP0309  DESIGNATION -  S 33
 FP0309  PID         -  FP0309
 FP0309  STATE/COUNTY-  AZ/APACHE
 FP0309  USGS QUAD   -  GANADO MESA (1972)
 FP0309
 FP0309                         *CURRENT SURVEY CONTROL
 FP0309  ___________________________________________________________________
 FP0309* NAD 83(1986)-  35 52 16.     (N)    109 35 52.     (W)     SCALED    
 FP0309* NAVD 88     -      1945.091  (meters)    6381.52   (feet)  ADJUSTED  
 FP0309  ___________________________________________________________________
 FP0309  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 FP0309  DYNAMIC HT  -        1942.542 (meters)    6373.16  (feet)  COMP
 FP0309  MODELED GRAV-     979,252.4   (mgal)                       NAVD 88
 FP0309
 FP0309  VERT ORDER  -  FIRST     CLASS II
 FP0309
 FP0309.The horizontal coordinates were scaled from a topographic map and have
 FP0309.an estimated accuracy of +/- 6 seconds.
 FP0309
 FP0309.The orthometric height was determined by differential leveling
 FP0309.and adjusted in June 1991.
 FP0309
 FP0309.The geoid height was determined by GEOID03.
 FP0309
 FP0309.The dynamic height is computed by dividing the NAVD 88
 FP0309.geopotential number by the normal gravity value computed on the
 FP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0309.degrees latitude (g = 980.6199 gals.).
 FP0309
 FP0309.The modeled gravity was interpolated from observed gravity values.
 FP0309
 FP0309;                    North         East    Units  Estimated Accuracy
 FP0309;SPC AZ E     -   540,360.      264,730.      MT  (+/- 180 meters Scaled)
 FP0309
 FP0309                          SUPERSEDED SURVEY CONTROL
 FP0309
 FP0309  NGVD 29 (??/??/92) 1944.184  (m)         6378.54   (f) ADJ UNCH    1 2
 FP0309
 FP0309.Superseded values are not recommended for survey control.
 FP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0309.See file dsdata.txt to determine how the superseded data were derived.
 FP0309
 FP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE265705(NAD 83)
 FP0309_MARKER: DB = BENCH MARK DISK
 FP0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0309_STAMPING: 6378.544 S 33 1933
 FP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0309+STABILITY: SURFACE MOTION
 FP0309
 FP0309  HISTORY     - Date     Condition        Report By
 FP0309  HISTORY     - 1933     MONUMENTED       CGS
 FP0309  HISTORY     - 1972     GOOD             USGS
 FP0309
 FP0309                          STATION DESCRIPTION
 FP0309
 FP0309'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0309'15.0 MI NW FROM GANADO.
 FP0309'.15 MILES S. OF P.O. AT GANADO TO STATE HIWAY 264.  WEST ALONG STATE
 FP0309'HIWAY 264 6.15 MILES TO INTERSECTION WITH STATE HIWAY 63 TO CHINLE.
 FP0309'NORTH ALONG STATE HIWAY 63 TO CHINLE 8.70 MILES.  0.1 MILES NORTH OF
 FP0309'SNAKE SPRINGS REST AREA.  182 FEET EAST OF A POLE.  73 FEET EAST OF
 FP0309'CENTERLINE OF HIGHWAY.  AND 5 FEET EAST OF A FENCE.  A STANDARD DISK
 FP0309'STAMPED 6378.544 S 33 1933 AND SET IN THE TOP OF A CONCRETE POST
 FP0309'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0302 ***********************************************************************
 CY0302  DESIGNATION -  S 330
 CY0302  PID         -  CY0302
 CY0302  STATE/COUNTY-  AZ/COCHISE
 CY0302  USGS QUAD   -  OLGA (1974)
 CY0302
 CY0302                         *CURRENT SURVEY CONTROL
 CY0302  ___________________________________________________________________
 CY0302* NAD 83(1986)-  32 16 32.     (N)    109 15 22.     (W)     SCALED    
 CY0302* NAVD 88     -      1096.351  (meters)    3596.94   (feet)  ADJUSTED  
 CY0302  ___________________________________________________________________
 CY0302  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0302  DYNAMIC HT  -        1094.729 (meters)    3591.62  (feet)  COMP
 CY0302  MODELED GRAV-     979,122.9   (mgal)                       NAVD 88
 CY0302
 CY0302  VERT ORDER  -  FIRST     CLASS II
 CY0302
 CY0302.The horizontal coordinates were scaled from a topographic map and have
 CY0302.an estimated accuracy of +/- 6 seconds.
 CY0302
 CY0302.The orthometric height was determined by differential leveling
 CY0302.and adjusted in June 1991.
 CY0302
 CY0302.The geoid height was determined by GEOID03.
 CY0302
 CY0302.The dynamic height is computed by dividing the NAVD 88
 CY0302.geopotential number by the normal gravity value computed on the
 CY0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0302.degrees latitude (g = 980.6199 gals.).
 CY0302
 CY0302.The modeled gravity was interpolated from observed gravity values.
 CY0302
 CY0302;                    North         East    Units  Estimated Accuracy
 CY0302;SPC AZ E     -   141,780.      299,140.      MT  (+/- 180 meters Scaled)
 CY0302
 CY0302                          SUPERSEDED SURVEY CONTROL
 CY0302
 CY0302  NGVD 29 (??/??/92) 1095.698  (m)         3594.80   (f) ADJ UNCH    1 2
 CY0302
 CY0302.Superseded values are not recommended for survey control.
 CY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0302.See file dsdata.txt to determine how the superseded data were derived.
 CY0302
 CY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA642723(NAD 83)
 CY0302_MARKER: DB = BENCH MARK DISK
 CY0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0302_STAMPING: S 330 1952
 CY0302_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0302+STABILITY: SURFACE MOTION
 CY0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0302+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CY0302
 CY0302  HISTORY     - Date     Condition        Report By
 CY0302  HISTORY     - 1952     MONUMENTED       CGS
 CY0302  HISTORY     - 1960     GOOD             NGS
 CY0302  HISTORY     - 1979     GOOD             NGS
 CY0302  HISTORY     - 20050401 GOOD             NGS
 CY0302
 CY0302                          STATION DESCRIPTION
 CY0302
 CY0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0302'1.95 MI W FROM SAN SIMON.
 CY0302'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0302'RAILROAD STATION AT SAN SIMON, THENCE 1.8 MILES WEST ALONG STATE
 CY0302'HIGHWAY 86, 95 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC
 CY0302'RAILROAD, 110 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 CY0302'SOUTH OF A TELEPHONE POLE, 3.6 FEET EAST OF A WITNESS POST, SET IN THE
 CY0302'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CY0302
 CY0302                          STATION RECOVERY (1960)
 CY0302
 CY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0302'RECOVERED IN GOOD CONDITION.
 CY0302
 CY0302                          STATION RECOVERY (1979)
 CY0302
 CY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0302'3.4 KILOMETERS (2.1 MILES) WEST ALONG OLD US HIGHWAY 86 FROM
 CY0302'THE SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.2 KILOMETER (0.15
 CY0302'MILE) WEST OF RAILROAD BRIDGE 1112.53,
 CY0302'28.9 METERS (94.8 FEET) SOUTH OF THE SOUTH RAIL,
 CY0302'31.7 METERS (104 0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CY0302'16.55 METERS (54.3 FEET) SOUTH OF THE 4/TH TELEPHONE  POLE
 CY0302'WEST OF A RAILROAD SIGNAL LIGHT, AT THE WEST END OF THE SAN SIMON
 CY0302'SIDE TRACK AND RAILROAD BRIDGE 1112.53,
 CY0302'2.35 METERS (7.7 FEET) NORTHEAST OF A VERTICAL RAILROAD
 CY0302'RIGHT-OF-WAY MARKER.
 CY0302'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CY0302'THE MARK IS 1 M BELOW THE RAILS.
 CY0302
 CY0302                          STATION RECOVERY (2005)
 CY0302
 CY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0302'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0514 ***********************************************************************
 DA0514  DESIGNATION -  S 331
 DA0514  PID         -  DA0514
 DA0514  STATE/COUNTY-  AZ/MARICOPA
 DA0514  USGS QUAD   -  BLACK GAP (1986)
 DA0514
 DA0514                         *CURRENT SURVEY CONTROL
 DA0514  ___________________________________________________________________
 DA0514* NAD 83(1986)-  32 46 58.     (N)    112 48 30.     (W)     SCALED    
 DA0514* NAVD 88     -       301.336  (meters)     988.63   (feet)  ADJUSTED  
 DA0514  ___________________________________________________________________
 DA0514  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0514  DYNAMIC HT  -         300.985 (meters)     987.48  (feet)  COMP
 DA0514  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DA0514
 DA0514  VERT ORDER  -  FIRST     CLASS II
 DA0514
 DA0514.The horizontal coordinates were scaled from a topographic map and have
 DA0514.an estimated accuracy of +/- 6 seconds.
 DA0514
 DA0514.The orthometric height was determined by differential leveling
 DA0514.and adjusted in June 1991.
 DA0514
 DA0514.The geoid height was determined by GEOID03.
 DA0514
 DA0514.The dynamic height is computed by dividing the NAVD 88
 DA0514.geopotential number by the normal gravity value computed on the
 DA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0514.degrees latitude (g = 980.6199 gals.).
 DA0514
 DA0514.The modeled gravity was interpolated from observed gravity values.
 DA0514
 DA0514;                    North         East    Units  Estimated Accuracy
 DA0514;SPC AZ C     -   198,020.      129,830.      MT  (+/- 180 meters Scaled)
 DA0514
 DA0514                          SUPERSEDED SURVEY CONTROL
 DA0514
 DA0514  NGVD 29 (??/??/92)  300.726  (m)          986.63   (f) ADJ UNCH    1 2
 DA0514
 DA0514.Superseded values are not recommended for survey control.
 DA0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0514.See file dsdata.txt to determine how the superseded data were derived.
 DA0514
 DA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB306286(NAD 83)
 DA0514_MARKER: DB = BENCH MARK DISK
 DA0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0514_STAMPING: S 331 1953
 DA0514_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0514+STABILITY: SURFACE MOTION
 DA0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0514+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0514
 DA0514  HISTORY     - Date     Condition        Report By
 DA0514  HISTORY     - 1953     MONUMENTED       CGS
 DA0514  HISTORY     - 1980     GOOD             NGS
 DA0514  HISTORY     - 20010730 GOOD             NGS
 DA0514  HISTORY     - 20060219 GOOD             USPSQD
 DA0514  HISTORY     - 20070603 GOOD             GEOCAC
 DA0514
 DA0514                          STATION DESCRIPTION
 DA0514
 DA0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0514'12.7 MI S FROM GILA BEND.
 DA0514'12.7 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0514'COMPANY RAILROAD STATION AT GILA BEND, 567 FEET NORTH OF THE NORTHWEST
 DA0514'CORNER OF TUCSON, CORNELIA AND GILA BEND RAILROAD BRIDGE 130, 97.4
 DA0514'FEET WEST OF THE WEST RAIL, 61.2 FEET EAST OF THE CENTER LINE OF THE
 DA0514'HIGHWAY, 5 FEET NORTH OF A TELEPHONE POLE (THE THIRD POLE NORTH OF
 DA0514'RAILROAD MILEPOLE 13), 2.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 DA0514'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0514'FOOT ABOVE THE GROUND.
 DA0514
 DA0514                          STATION RECOVERY (1980)
 DA0514
 DA0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0514'20.1 KM (12.5 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0514'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI)
 DA0514'NORTHEAST OF STATE HIGHWAY 85 MILEPOST 13, AT THE 3RD TELEGRAPH POLE
 DA0514'NORTHEAST OF RAILWAY MILEPOLE 13, AT THE SOUTHWEST RIGHT-OF-WAY
 DA0514'FENCE LINE, 29.7 METERS (97.4 FT) NORTHWEST OF THE NORTHWEST RAIL
 DA0514'OF THE TRACKS, 172.8 METERS (567 FT) NORTHEAST OF THE NORTHWEST
 DA0514'CORNER OF RAILWAY BRIDGE NUMBER 130, 51.2 METERS (168 FT) SOUTHEAST
 DA0514'OF THE CENTERLINE OF THE HIGHWAY, 1.5 METERS (5.0 FT) NORTHEAST
 DA0514'OF AN IRON TELEGRAPH POLE.
 DA0514'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0514'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0514
 DA0514                          STATION RECOVERY (2001)
 DA0514
 DA0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA0514'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA0514
 DA0514                          STATION RECOVERY (2006)
 DA0514
 DA0514'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0514'RECOVERED AS DESCRIBED.
 DA0514
 DA0514                          STATION RECOVERY (2007)
 DA0514
 DA0514'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0560 ***********************************************************************
 DA0560  DESIGNATION -  S 332
 DA0560  PID         -  DA0560
 DA0560  STATE/COUNTY-  AZ/MARICOPA
 DA0560  USGS QUAD   -  MIDWAY SW (1986)
 DA0560
 DA0560                         *CURRENT SURVEY CONTROL
 DA0560  ___________________________________________________________________
 DA0560* NAD 83(1986)-  32 31 42.     (N)    112 55 31.     (W)     SCALED    
 DA0560* NAVD 88     -       375.55   (+/-2cm)    1232.1    (feet)  VERTCON   
 DA0560  ___________________________________________________________________
 DA0560  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DA0560  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0560
 DA0560.The horizontal coordinates were scaled from a topographic map and have
 DA0560.an estimated accuracy of +/- 6 seconds.
 DA0560
 DA0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0560.The vertical order pertains to the NGVD 29 superseded value.
 DA0560
 DA0560.The geoid height was determined by GEOID03.
 DA0560
 DA0560;                    North         East    Units  Estimated Accuracy
 DA0560;SPC AZ C     -   169,900.      118,610.      MT  (+/- 180 meters Scaled)
 DA0560
 DA0560                          SUPERSEDED SURVEY CONTROL
 DA0560
 DA0560  NGVD 29 (??/??/92)  374.897  (m)         1229.97   (f) ADJ UNCH    1 2
 DA0560
 DA0560.Superseded values are not recommended for survey control.
 DA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0560.See file dsdata.txt to determine how the superseded data were derived.
 DA0560
 DA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB191006(NAD 83)
 DA0560_MARKER: DB = BENCH MARK DISK
 DA0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0560_STAMPING: S 332 1953
 DA0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0560+STABILITY: SURFACE MOTION
 DA0560
 DA0560  HISTORY     - Date     Condition        Report By
 DA0560  HISTORY     - 1953     MONUMENTED       CGS
 DA0560
 DA0560                          STATION DESCRIPTION
 DA0560
 DA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0560'13.2 MI NW FROM AJO.
 DA0560'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0560'THE STATION AT AJO, THENCE 3.4 MILES NORTHWEST ALONG A GRAVELED ROAD,
 DA0560'AT WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, AT THE SOUTHEAST OUTSIDE
 DA0560'CORNER OF THE JUNCTION OF THE NORTHWEST-SOUTHEAST AND EAST-WEST
 DA0560'RUNWAYS, 157 1/2 FEET EAST OF THE END OF THE CENTER LINE OF THE
 DA0560'EAST-WEST RUNWAY, 96 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 DA0560'2.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0560'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1497 ***********************************************************************
 CZ1497  DESIGNATION -  S 333 RESET
 CZ1497  PID         -  CZ1497
 CZ1497  STATE/COUNTY-  AZ/PIMA
 CZ1497  USGS QUAD   -  TUCSON (1992)
 CZ1497
 CZ1497                         *CURRENT SURVEY CONTROL
 CZ1497  ___________________________________________________________________
 CZ1497* NAD 83(1986)-  32 11 06.     (N)    110 57 40.     (W)     SCALED    
 CZ1497* NAVD 88     -       752.537  (meters)    2468.95   (feet)  ADJUSTED  
 CZ1497  ___________________________________________________________________
 CZ1497  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ1497  DYNAMIC HT  -         751.503 (meters)    2465.56  (feet)  COMP
 CZ1497  MODELED GRAV-     979,239.8   (mgal)                       NAVD 88
 CZ1497
 CZ1497  VERT ORDER  -  FIRST     CLASS II
 CZ1497
 CZ1497.The horizontal coordinates were scaled from a topographic map and have
 CZ1497.an estimated accuracy of +/- 6 seconds.
 CZ1497
 CZ1497.The orthometric height was determined by differential leveling
 CZ1497.and adjusted in June 1991.
 CZ1497
 CZ1497.The geoid height was determined by GEOID03.
 CZ1497
 CZ1497.The dynamic height is computed by dividing the NAVD 88
 CZ1497.geopotential number by the normal gravity value computed on the
 CZ1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1497.degrees latitude (g = 980.6199 gals.).
 CZ1497
 CZ1497.The modeled gravity was interpolated from observed gravity values.
 CZ1497
 CZ1497;                    North         East    Units  Estimated Accuracy
 CZ1497;SPC AZ C     -   131,780.      303,460.      MT  (+/- 180 meters Scaled)
 CZ1497
 CZ1497                          SUPERSEDED SURVEY CONTROL
 CZ1497
 CZ1497.No superseded survey control is available for this station.
 CZ1497
 CZ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036609(NAD 83)
 CZ1497_MARKER: DB = BENCH MARK DISK
 CZ1497_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1497_SP_SET: HIGHWAY PIER
 CZ1497_STAMPING: S 333 1953
 CZ1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1497
 CZ1497  HISTORY     - Date     Condition        Report By
 CZ1497  HISTORY     - 1957     MONUMENTED       CGS
 CZ1497  HISTORY     - 1980     GOOD             NGS
 CZ1497
 CZ1497                          STATION DESCRIPTION
 CZ1497
 CZ1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1497'4.2 KM SOUTH FROM TUCSON.
 CZ1497'4.2 KILOMETERS (2.65 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAIL-
 CZ1497'ROAD FROM THE STATION AT TUCSON, SET VERTICALLY IN THE EAST FACE
 CZ1497'OF THE NORTH ONE OF THREE PIERS OF THE WEST ROW OF PIERS FOR THE EAST
 CZ1497'BOUND TRAFFIC LANES, 7 METERS (23 FEET) WEST OF THE WEST RAIL,
 CZ1497'1.15 METERS (3.8 FEET) ABOVE THE GROUND. NOTE SEE RECOVERY
 CZ1497'DESCRIPTION DATED MARCH 1957 QUAD 321103 LINE 104 FOR EXPLANATION
 CZ1497'OF RESET.
 CZ1497'THE MARK IS 1 M ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0382 ***********************************************************************
 CG0382  DESIGNATION -  S 334
 CG0382  PID         -  CG0382
 CG0382  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0382  USGS QUAD   -  TUBAC (1981)
 CG0382
 CG0382                         *CURRENT SURVEY CONTROL
 CG0382  ___________________________________________________________________
 CG0382* NAD 83(1986)-  31 36 47.     (N)    111 02 20.     (W)     SCALED    
 CG0382* NAVD 88     -       976.04   (+/-2cm)    3202.2    (feet)  VERTCON   
 CG0382  ___________________________________________________________________
 CG0382  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0382  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0382
 CG0382.The horizontal coordinates were scaled from a topographic map and have
 CG0382.an estimated accuracy of +/- 6 seconds.
 CG0382
 CG0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0382.The vertical order pertains to the NGVD 29 superseded value.
 CG0382
 CG0382.The geoid height was determined by GEOID03.
 CG0382
 CG0382;                    North         East    Units  Estimated Accuracy
 CG0382;SPC AZ C     -    68,300.      296,640.      MT  (+/- 180 meters Scaled)
 CG0382
 CG0382                          SUPERSEDED SURVEY CONTROL
 CG0382
 CG0382  NGVD 29 (??/??/92)  975.209  (m)         3199.50   (f) ADJ UNCH    1 2
 CG0382
 CG0382.Superseded values are not recommended for survey control.
 CG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0382.See file dsdata.txt to determine how the superseded data were derived.
 CG0382
 CG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV963975(NAD 83)
 CG0382_MARKER: DB = BENCH MARK DISK
 CG0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0382_STAMPING: S 334 1953
 CG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0382+STABILITY: SURFACE MOTION
 CG0382
 CG0382  HISTORY     - Date     Condition        Report By
 CG0382  HISTORY     - 1953     MONUMENTED       CGS
 CG0382
 CG0382                          STATION DESCRIPTION
 CG0382
 CG0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0382'6.7 MI S FROM AMADO.
 CG0382'6.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0382'WATER TANK AT AMADO, 0.45 MILE EAST OF TUBAC SCHOOL, AT THE CROSSING
 CG0382'OF A DIRT ROAD, 157 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39.0
 CG0382'FEET WEST OF THE WEST RAIL, 4 1/2 FEET SOUTHWEST OF MILEPOLE 1028, 8.1
 CG0382'FEET EAST OF A FENCE, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 CG0382'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CG0382'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0487 ***********************************************************************
 DA0487  DESIGNATION -  S 336
 DA0487  PID         -  DA0487
 DA0487  STATE/COUNTY-  AZ/PIMA
 DA0487  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0487
 DA0487                         *CURRENT SURVEY CONTROL
 DA0487  ___________________________________________________________________
 DA0487* NAD 83(1986)-  32 28 29.     (N)    112 36 16.     (W)     SCALED    
 DA0487* NAVD 88     -       858.59   (+/-2cm)    2816.9    (feet)  VERTCON   
 DA0487  ___________________________________________________________________
 DA0487  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DA0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0487
 DA0487.The horizontal coordinates were scaled from a topographic map and have
 DA0487.an estimated accuracy of +/- 6 seconds.
 DA0487
 DA0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0487.The vertical order pertains to the NGVD 29 superseded value.
 DA0487
 DA0487.The geoid height was determined by GEOID03.
 DA0487
 DA0487;                    North         East    Units  Estimated Accuracy
 DA0487;SPC AZ C     -   163,710.      148,710.      MT  (+/- 180 meters Scaled)
 DA0487
 DA0487                          SUPERSEDED SURVEY CONTROL
 DA0487
 DA0487  NGVD 29 (??/??/92)  857.832  (m)         2814.40   (f) ADJ UNCH    2 0
 DA0487
 DA0487.Superseded values are not recommended for survey control.
 DA0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0487.See file dsdata.txt to determine how the superseded data were derived.
 DA0487
 DA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA492941(NAD 83)
 DA0487_MARKER: DB = BENCH MARK DISK
 DA0487_SETTING: 80 = SET IN A BOULDER
 DA0487_SP_SET: BOULDER
 DA0487_STAMPING: S 336 1961
 DA0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0487+STABILITY: SURFACE MOTION
 DA0487
 DA0487  HISTORY     - Date     Condition        Report By
 DA0487  HISTORY     - 1961     MONUMENTED       CGS
 DA0487
 DA0487                          STATION DESCRIPTION
 DA0487
 DA0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0487'18.65 MI E FROM AJO.
 DA0487'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0487'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0487'STATE HIGHWAY 85.  THENCE 17.1 MILES EAST ALONG A DIRT ROAD WHICH
 DA0487'FOLLOWS A PIPE LINE.  2.45 MILES SOUTHWEST OF A GATE ENTERING THE
 DA0487'PAPAGO INDIAN RESERVATION.  ON THE TOP OF A HILL AND IN A PASS BETWEEN
 DA0487'TWO MOUNTAINS, SET IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 1
 DA0487'FOOT, 117 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.3 FEET
 DA0487'SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 DA0487'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0258 ***********************************************************************
 DA0258  DESIGNATION -  S 337
 DA0258  PID         -  DA0258
 DA0258  STATE/COUNTY-  AZ/PIMA
 DA0258  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0258
 DA0258                         *CURRENT SURVEY CONTROL
 DA0258  ___________________________________________________________________
 DA0258* NAD 83(1986)-  32 08 19.     (N)    112 16 32.     (W)     SCALED    
 DA0258* NAVD 88     -       662.97   (+/-2cm)    2175.1    (feet)  VERTCON   
 DA0258  ___________________________________________________________________
 DA0258  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DA0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0258
 DA0258.The horizontal coordinates were scaled from a topographic map and have
 DA0258.an estimated accuracy of +/- 6 seconds.
 DA0258
 DA0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0258.The vertical order pertains to the NGVD 29 superseded value.
 DA0258
 DA0258.The geoid height was determined by GEOID03.
 DA0258
 DA0258;                    North         East    Units  Estimated Accuracy
 DA0258;SPC AZ C     -   126,290.      179,500.      MT  (+/- 180 meters Scaled)
 DA0258
 DA0258                          SUPERSEDED SURVEY CONTROL
 DA0258
 DA0258  NGVD 29 (??/??/92)  662.270  (m)         2172.80   (f) ADJ UNCH    2 0
 DA0258
 DA0258.Superseded values are not recommended for survey control.
 DA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0258.See file dsdata.txt to determine how the superseded data were derived.
 DA0258
 DA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA796565(NAD 83)
 DA0258_MARKER: DB = BENCH MARK DISK
 DA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0258_STAMPING: S 337 1961
 DA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0258+STABILITY: SURFACE MOTION
 DA0258
 DA0258  HISTORY     - Date     Condition        Report By
 DA0258  HISTORY     - 1961     MONUMENTED       CGS
 DA0258  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 DA0258
 DA0258                          STATION DESCRIPTION
 DA0258
 DA0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0258'8.5 MI N FROM PISINIMO.
 DA0258'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0258'PISINIMO, AN INDIAN VILLAGE.  THENCE 8.15 MILES NORTH ALONG A GRAVELED
 DA0258'ROAD.  52 FEET EAST OF THE CENTER LINE OF THE ROAD, 153 FEET NORTHEAST
 DA0258'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 1.8 FEET EAST OF A METAL
 DA0258'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0258'CONCRETE POST PROJECTING 4 INCHES.
 DA0258
 DA0258                          STATION RECOVERY (1995)
 DA0258
 DA0258'RECOVERY NOTE BY US POWER SQUADRON 1995
 DA0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0111 ***********************************************************************
 CH0111  DESIGNATION -  S 338
 CH0111  PID         -  CH0111
 CH0111  STATE/COUNTY-  AZ/PIMA
 CH0111  USGS QUAD   -  PIA OIK (1988)
 CH0111
 CH0111                         *CURRENT SURVEY CONTROL
 CH0111  ___________________________________________________________________
 CH0111* NAD 83(1986)-  31 57 12.     (N)    112 34 51.     (W)     SCALED    
 CH0111* NAVD 88     -       632.40   (+/-2cm)    2074.8    (feet)  VERTCON   
 CH0111  ___________________________________________________________________
 CH0111  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 CH0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0111
 CH0111.The horizontal coordinates were scaled from a topographic map and have
 CH0111.an estimated accuracy of +/- 6 seconds.
 CH0111
 CH0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0111.The vertical order pertains to the NGVD 29 superseded value.
 CH0111
 CH0111.The geoid height was determined by GEOID03.
 CH0111
 CH0111;                    North         East    Units  Estimated Accuracy
 CH0111;SPC AZ C     -   105,890.      150,580.      MT  (+/- 180 meters Scaled)
 CH0111
 CH0111                          SUPERSEDED SURVEY CONTROL
 CH0111
 CH0111  NGVD 29 (??/??/92)  631.653  (m)         2072.35   (f) ADJ UNCH    2 0
 CH0111
 CH0111.Superseded values are not recommended for survey control.
 CH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0111.See file dsdata.txt to determine how the superseded data were derived.
 CH0111
 CH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA505363(NAD 83)
 CH0111_MARKER: DB = BENCH MARK DISK
 CH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0111_STAMPING: S 338 1961
 CH0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0111+STABILITY: SURFACE MOTION
 CH0111
 CH0111  HISTORY     - Date     Condition        Report By
 CH0111  HISTORY     - 1961     MONUMENTED       CGS
 CH0111
 CH0111                          STATION DESCRIPTION
 CH0111
 CH0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0111'10.7 MI N FROM MENAGERS.
 CH0111'ABOUT 10.7 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 CH0111'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  0.55 MILE SOUTH OF THE
 CH0111'JUNCTION OF THE GRADED DIRT ROAD AND A ROAD LEADING EAST TO A SMALL
 CH0111'INDIAN VILLAGE, 57 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 CH0111'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CH0111'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0043 ***********************************************************************
 CH0043  DESIGNATION -  S 339
 CH0043  PID         -  CH0043
 CH0043  STATE/COUNTY-  AZ/PIMA
 CH0043  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0043
 CH0043                         *CURRENT SURVEY CONTROL
 CH0043  ___________________________________________________________________
 CH0043* NAD 83(1986)-  31 40 50.     (N)    112 00 10.     (W)     SCALED    
 CH0043* NAVD 88     -       712.77   (+/-2cm)    2338.5    (feet)  VERTCON   
 CH0043  ___________________________________________________________________
 CH0043  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 CH0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0043
 CH0043.The horizontal coordinates were scaled from a topographic map and have
 CH0043.an estimated accuracy of +/- 6 seconds.
 CH0043
 CH0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0043.The vertical order pertains to the NGVD 29 superseded value.
 CH0043
 CH0043.The geoid height was determined by GEOID03.
 CH0043
 CH0043;                    North         East    Units  Estimated Accuracy
 CH0043;SPC AZ C     -    75,450.      205,200.      MT  (+/- 180 meters Scaled)
 CH0043
 CH0043                          SUPERSEDED SURVEY CONTROL
 CH0043
 CH0043  NGVD 29 (??/??/92)  712.046  (m)         2336.10   (f) ADJ UNCH    2 0
 CH0043
 CH0043.Superseded values are not recommended for survey control.
 CH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0043.See file dsdata.txt to determine how the superseded data were derived.
 CH0043
 CH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA049054(NAD 83)
 CH0043_MARKER: DB = BENCH MARK DISK
 CH0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0043_STAMPING: S 339 1961
 CH0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0043+STABILITY: SURFACE MOTION
 CH0043
 CH0043  HISTORY     - Date     Condition        Report By
 CH0043  HISTORY     - 1961     MONUMENTED       CGS
 CH0043
 CH0043                          STATION DESCRIPTION
 CH0043
 CH0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0043'7.5 MI SW FROM VAMORI.
 CH0043'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CH0043'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CH0043'THENCE 6.9 MILES SOUTHWEST ALONG A DIRT ROAD, 0.45 MILE WEST OF A
 CH0043'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0043'NUMBERED 71, 1.0 MILES SOUTHWEST OF A GATE ACROSS THE ROAD, 0.7 MILE
 CH0043'SOUTHWEST OF ITAK, AN INDIAN VILLAGE, 53 FEET NORTHWEST OF THE CENTER
 CH0043'LINE OF THE ROAD, 280 FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF A
 CH0043'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CH0043'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0177 ***********************************************************************
 FP0177  DESIGNATION -  S 34
 FP0177  PID         -  FP0177
 FP0177  STATE/COUNTY-  AZ/APACHE
 FP0177  USGS QUAD   -  WEST OF WINDOW ROCK (1983)
 FP0177
 FP0177                         *CURRENT SURVEY CONTROL
 FP0177  ___________________________________________________________________
 FP0177* NAD 83(1986)-  35 40 57.     (N)    109 13 26.     (W)     SCALED    
 FP0177* NAVD 88     -      2326.460  (meters)    7632.73   (feet)  ADJUSTED  
 FP0177  ___________________________________________________________________
 FP0177  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 FP0177  DYNAMIC HT  -        2323.130 (meters)    7621.80  (feet)  COMP
 FP0177  MODELED GRAV-     979,117.8   (mgal)                       NAVD 88
 FP0177
 FP0177  VERT ORDER  -  FIRST     CLASS II
 FP0177
 FP0177.The horizontal coordinates were scaled from a topographic map and have
 FP0177.an estimated accuracy of +/- 6 seconds.
 FP0177
 FP0177.The orthometric height was determined by differential leveling
 FP0177.and adjusted in June 1991.
 FP0177
 FP0177.The geoid height was determined by GEOID03.
 FP0177
 FP0177.The dynamic height is computed by dividing the NAVD 88
 FP0177.geopotential number by the normal gravity value computed on the
 FP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0177.degrees latitude (g = 980.6199 gals.).
 FP0177
 FP0177.The modeled gravity was interpolated from observed gravity values.
 FP0177
 FP0177;                    North         East    Units  Estimated Accuracy
 FP0177;SPC AZ E     -   519,700.      298,700.      MT  (+/- 180 meters Scaled)
 FP0177
 FP0177                          SUPERSEDED SURVEY CONTROL
 FP0177
 FP0177  NGVD 29 (??/??/92) 2325.405  (m)         7629.27   (f) ADJ UNCH    1 2
 FP0177
 FP0177.Superseded values are not recommended for survey control.
 FP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0177.See file dsdata.txt to determine how the superseded data were derived.
 FP0177
 FP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE607501(NAD 83)
 FP0177_MARKER: DB = BENCH MARK DISK
 FP0177_SETTING: 66 = SET IN ROCK OUTCROP
 FP0177_SP_SET: OUTCROP
 FP0177_STAMPING: 7629.266 S34 1933
 FP0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0177+STABILITY: POSITION/ELEVATION WELL
 FP0177
 FP0177  HISTORY     - Date     Condition        Report By
 FP0177  HISTORY     - 1933     MONUMENTED       CGS
 FP0177  HISTORY     - 1970     GOOD             NGS
 FP0177
 FP0177                          STATION DESCRIPTION
 FP0177
 FP0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FP0177'19.9 MI SE FROM GANADO.
 FP0177'GANADO, 19.9 MI. S. E. ALONG ROAD FROM POST OFFICE WINDOW ROCK, 9.60
 FP0177'MI W. ALONG STATE HIGHWAY 264 FROM THE CIVIC CENTER BUILDING.  0.3 MI.
 FP0177'E. OF HWY. MP 465.  80 FT. S. OF HWY.  IN THE N. END OF A SANDSTONE
 FP0177'OUTCROP.  STANDARD DISK STAMPED 7629.266 S34 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0310 ***********************************************************************
 FQ0310  DESIGNATION -  S 340
 FQ0310  PID         -  FQ0310
 FQ0310  STATE/COUNTY-  AZ/COCONINO
 FQ0310  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0310
 FQ0310                         *CURRENT SURVEY CONTROL
 FQ0310  ___________________________________________________________________
 FQ0310* NAD 83(1986)-  35 11 38.     (N)    111 37 53.     (W)     SCALED    
 FQ0310* NAVD 88     -      2093.028  (meters)    6866.88   (feet)  ADJUSTED  
 FQ0310  ___________________________________________________________________
 FQ0310  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 FQ0310  DYNAMIC HT  -        2090.053 (meters)    6857.12  (feet)  COMP
 FQ0310  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 FQ0310
 FQ0310  VERT ORDER  -  FIRST     CLASS II
 FQ0310
 FQ0310.The horizontal coordinates were scaled from a topographic map and have
 FQ0310.an estimated accuracy of +/- 6 seconds.
 FQ0310
 FQ0310.The orthometric height was determined by differential leveling
 FQ0310.and adjusted in June 1991.
 FQ0310
 FQ0310.The geoid height was determined by GEOID03.
 FQ0310
 FQ0310.The dynamic height is computed by dividing the NAVD 88
 FQ0310.geopotential number by the normal gravity value computed on the
 FQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0310.degrees latitude (g = 980.6199 gals.).
 FQ0310
 FQ0310.The modeled gravity was interpolated from observed gravity values.
 FQ0310
 FQ0310;                    North         East    Units  Estimated Accuracy
 FQ0310;SPC AZ C     -   465,120.      239,340.      MT  (+/- 180 meters Scaled)
 FQ0310
 FQ0310                          SUPERSEDED SURVEY CONTROL
 FQ0310
 FQ0310  NGVD 29 (??/??/92) 2091.989  (m)         6863.47   (f) ADJ UNCH    1 2
 FQ0310
 FQ0310.Superseded values are not recommended for survey control.
 FQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0310.See file dsdata.txt to determine how the superseded data were derived.
 FQ0310
 FQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD425947(NAD 83)
 FQ0310_MARKER: DB = BENCH MARK DISK
 FQ0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0310_SP_SET: BRIDGE
 FQ0310_STAMPING: S 340 1958
 FQ0310_MARK LOGO: CGS   
 FQ0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0310
 FQ0310  HISTORY     - Date     Condition        Report By
 FQ0310  HISTORY     - 1958     MONUMENTED       CGS
 FQ0310  HISTORY     - 1973     GOOD             NGS
 FQ0310  HISTORY     - 1982     GOOD             NGS
 FQ0310  HISTORY     - 1983     GOOD             NGS
 FQ0310  HISTORY     - 20050929 GOOD             USPSQD
 FQ0310
 FQ0310                          STATION DESCRIPTION
 FQ0310
 FQ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0310'IN FLAGSTAFF.
 FQ0310'1.1 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0310'IN FLAGSTAFF, 10 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 FQ0310'SET IN THE EAST END OF THE NORTH HEADWALL OF A LARGE CONCRETE BRIDGE,
 FQ0310'ABOUT 6 FEET LOWER THAN THE TRACKS AND SOUTH AND ACROSS THE HIGHWAY
 FQ0310'FROM THE SKYLINE MOTEL IN FLAGSTAFF.
 FQ0310
 FQ0310                          STATION RECOVERY (1973)
 FQ0310
 FQ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FQ0310'RECOVERED IN GOOD CONDITION.
 FQ0310
 FQ0310                          STATION RECOVERY (1982)
 FQ0310
 FQ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0310'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0310'5.3 KM (3.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0310'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE EAST END OF
 FQ0310'THE NORTH HEADWALL FOR THE TWO 6 FOOT CONCRETE CULVERTS UNDER THE
 FQ0310'RAILROAD, 24.3 METERS (80 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.0
 FQ0310'METERS (10 FT) NORTH OF THE NORTH RAIL, 0.3 METER (1 FT) WEST OF THE
 FQ0310'EAST END OF THE HEADWALL.
 FQ0310'THE MARK IS 2.0 M BELOW THE NORTH RAIL.
 FQ0310
 FQ0310                          STATION RECOVERY (1983)
 FQ0310
 FQ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0310'RECOVERED IN GOOD CONDITION.
 FQ0310
 FQ0310                          STATION RECOVERY (2005)
 FQ0310
 FQ0310'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0310'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0120 ***********************************************************************
 CH0120  DESIGNATION -  S 340
 CH0120  PID         -  CH0120
 CH0120  STATE/COUNTY-  AZ/PIMA
 CH0120  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0120
 CH0120                         *CURRENT SURVEY CONTROL
 CH0120  ___________________________________________________________________
 CH0120* NAD 83(1986)-  31 50 00.     (N)    112 34 01.     (W)     SCALED    
 CH0120* NAVD 88     -       543.42   (+/-2cm)    1782.9    (feet)  VERTCON   
 CH0120  ___________________________________________________________________
 CH0120  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 CH0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0120
 CH0120.The horizontal coordinates were scaled from a topographic map and have
 CH0120.an estimated accuracy of +/- 6 seconds.
 CH0120
 CH0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0120.The vertical order pertains to the NGVD 29 superseded value.
 CH0120
 CH0120.The geoid height was determined by GEOID03.
 CH0120
 CH0120;                    North         East    Units  Estimated Accuracy
 CH0120;SPC AZ C     -    92,570.      151,810.      MT  (+/- 180 meters Scaled)
 CH0120
 CH0120                          SUPERSEDED SURVEY CONTROL
 CH0120
 CH0120  NGVD 29 (??/??/92)  542.702  (m)         1780.51   (f) ADJ UNCH    2 0
 CH0120
 CH0120.Superseded values are not recommended for survey control.
 CH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0120.See file dsdata.txt to determine how the superseded data were derived.
 CH0120
 CH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA517230(NAD 83)
 CH0120_MARKER: DB = BENCH MARK DISK
 CH0120_SETTING: 66 = SET IN ROCK OUTCROP
 CH0120_SP_SET: ROCK OUTCROP
 CH0120_STAMPING: S 340 1961
 CH0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH0120+STABILITY: POSITION/ELEVATION WELL
 CH0120
 CH0120  HISTORY     - Date     Condition        Report By
 CH0120  HISTORY     - 1961     MONUMENTED       CGS
 CH0120
 CH0120                          STATION DESCRIPTION
 CH0120
 CH0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0120'1.5 MI NW FROM MENAGERS.
 CH0120'ABOUT 1.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 CH0120'AND WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  0.2 MILE SOUTHEAST OF
 CH0120'THE NORTHWEST END OF A LOW RANGE OF MOUNTAINS, 72 FEET NORTHEAST OF
 CH0120'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH
 CH0120'PROJECTS 6 INCHES, 200 FEET SOUTHWEST OF THE FOOT OF A MOUNTAIN, 13.6
 CH0120'FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE
 CH0120'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0063 ***********************************************************************
 CH0063  DESIGNATION -  S 341
 CH0063  PID         -  CH0063
 CH0063  STATE/COUNTY-  AZ/PIMA
 CH0063  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0063
 CH0063                         *CURRENT SURVEY CONTROL
 CH0063  ___________________________________________________________________
 CH0063* NAD 83(1986)-  31 50 54.     (N)    112 10 28.     (W)     SCALED    
 CH0063* NAVD 88     -       576.62   (+/-2cm)    1891.8    (feet)  VERTCON   
 CH0063  ___________________________________________________________________
 CH0063  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CH0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0063
 CH0063.The horizontal coordinates were scaled from a topographic map and have
 CH0063.an estimated accuracy of +/- 6 seconds.
 CH0063
 CH0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0063.The vertical order pertains to the NGVD 29 superseded value.
 CH0063
 CH0063.The geoid height was determined by GEOID03.
 CH0063
 CH0063;                    North         East    Units  Estimated Accuracy
 CH0063;SPC AZ C     -    94,080.      188,960.      MT  (+/- 180 meters Scaled)
 CH0063
 CH0063                          SUPERSEDED SURVEY CONTROL
 CH0063
 CH0063  NGVD 29 (??/??/92)  575.943  (m)         1889.57   (f) ADJ UNCH    2 0
 CH0063
 CH0063.Superseded values are not recommended for survey control.
 CH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0063.See file dsdata.txt to determine how the superseded data were derived.
 CH0063
 CH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA888242(NAD 83)
 CH0063_MARKER: DB = BENCH MARK DISK
 CH0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0063_STAMPING: S 341 1961
 CH0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0063+STABILITY: SURFACE MOTION
 CH0063
 CH0063  HISTORY     - Date     Condition        Report By
 CH0063  HISTORY     - 1961     MONUMENTED       CGS
 CH0063
 CH0063                          STATION DESCRIPTION
 CH0063
 CH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0063'2.0 MI NE FROM KOTS KUG.
 CH0063'ABOUT 2.0 MILES NORTHEAST ALONG A DIM TRAIL ROAD FROM A WELL AND A
 CH0063'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  OR ABOUT 3.4 MILES
 CH0063'SOUTHWEST ALONG A DIM TRAIL ROAD FROM THE STUCCO CHURCH AT CHUWUT
 CH0063'MURK, AN INDIAN VILLAGE.  50 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CH0063'DIM TRAIL ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 CH0063'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CH0063'6 INCHES.  NOTE-- THIS MARK IS 1.3 MILES NORTHEAST OF A 4X4-INCH WHITE
 CH0063'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 64.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0921 ***********************************************************************
 DA0921  DESIGNATION -  S 342
 DA0921  PID         -  DA0921
 DA0921  STATE/COUNTY-  AZ/PIMA
 DA0921  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0921
 DA0921                         *CURRENT SURVEY CONTROL
 DA0921  ___________________________________________________________________
 DA0921* NAD 83(1986)-  32 08 26.     (N)    113 03 22.     (W)     SCALED    
 DA0921* NAVD 88     -       353.04   (+/-2cm)    1158.3    (feet)  VERTCON   
 DA0921  ___________________________________________________________________
 DA0921  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DA0921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0921
 DA0921.The horizontal coordinates were scaled from a topographic map and have
 DA0921.an estimated accuracy of +/- 6 seconds.
 DA0921
 DA0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0921.The vertical order pertains to the NGVD 29 superseded value.
 DA0921
 DA0921.The geoid height was determined by GEOID03.
 DA0921
 DA0921;                    North         East    Units  Estimated Accuracy
 DA0921;SPC AZ C     -   127,020.      105,860.      MT  (+/- 180 meters Scaled)
 DA0921
 DA0921                          SUPERSEDED SURVEY CONTROL
 DA0921
 DA0921  NGVD 29 (??/??/92)  352.356  (m)         1156.02   (f) ADJ UNCH    2 0
 DA0921
 DA0921.Superseded values are not recommended for survey control.
 DA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0921.See file dsdata.txt to determine how the superseded data were derived.
 DA0921
 DA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA060578(NAD 83)
 DA0921_MARKER: DB = BENCH MARK DISK
 DA0921_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0921_SP_SET: 18 1/2 FT
 DA0921_STAMPING: S 342 1961
 DA0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0921
 DA0921  HISTORY     - Date     Condition        Report By
 DA0921  HISTORY     - 1961     MONUMENTED       CGS
 DA0921  HISTORY     - 1962     GOOD             NGS
 DA0921
 DA0921                          STATION DESCRIPTION
 DA0921
 DA0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0921'26.65 MI SW FROM AJO.
 DA0921'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0921'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0921'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0921'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0921'HENRY GRAYS RANCH HOUSE.  THENCE 7.1 MILES SOUTHWEST ALONG A TRAIL
 DA0921'ROAD, 1.4 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0921'WHICH PROJECTS 16 FEET AND IS NUMBERED 51, 1.9 MILES NORTHEAST OF AN
 DA0921'ENTRANCE GATE TO THE CABEZA PRIETA GAME REFUGE, 45 FEET SOUTHEAST OF
 DA0921'THE CENTER LINE OF THE TRAIL ROAD, 1.7 FEET SOUTHEAST OF A METAL
 DA0921'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, CLAMPED ON A 5/8-INCH
 DA0921'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 18 1/2 FEET AND IS
 DA0921'ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0064 ***********************************************************************
 FQ0064  DESIGNATION -  S 342
 FQ0064  PID         -  FQ0064
 FQ0064  STATE/COUNTY-  AZ/COCONINO
 FQ0064  USGS QUAD   -  TUCKER MESA (1983)
 FQ0064
 FQ0064                         *CURRENT SURVEY CONTROL
 FQ0064  ___________________________________________________________________
 FQ0064* NAD 83(1986)-  35 04 37.     (N)    110 52 12.     (W)     SCALED    
 FQ0064* NAVD 88     -      1541.097  (meters)    5056.08   (feet)  ADJUSTED  
 FQ0064  ___________________________________________________________________
 FQ0064  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0064  DYNAMIC HT  -        1539.043 (meters)    5049.34  (feet)  COMP
 FQ0064  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 FQ0064
 FQ0064  VERT ORDER  -  FIRST     CLASS II
 FQ0064
 FQ0064.The horizontal coordinates were scaled from a topographic map and have
 FQ0064.an estimated accuracy of +/- 6 seconds.
 FQ0064
 FQ0064.The orthometric height was determined by differential leveling
 FQ0064.and adjusted in June 1991.
 FQ0064
 FQ0064.The geoid height was determined by GEOID03.
 FQ0064
 FQ0064.The dynamic height is computed by dividing the NAVD 88
 FQ0064.geopotential number by the normal gravity value computed on the
 FQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0064.degrees latitude (g = 980.6199 gals.).
 FQ0064
 FQ0064.The modeled gravity was interpolated from observed gravity values.
 FQ0064
 FQ0064;                    North         East    Units  Estimated Accuracy
 FQ0064;SPC AZ C     -   452,610.      308,810.      MT  (+/- 180 meters Scaled)
 FQ0064
 FQ0064                          SUPERSEDED SURVEY CONTROL
 FQ0064
 FQ0064  NGVD 29 (??/??/92) 1540.307  (m)         5053.49   (f) ADJ UNCH    1 2
 FQ0064
 FQ0064.Superseded values are not recommended for survey control.
 FQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0064.See file dsdata.txt to determine how the superseded data were derived.
 FQ0064
 FQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD118815(NAD 83)
 FQ0064_MARKER: DB = BENCH MARK DISK
 FQ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0064_STAMPING: S 342 1958
 FQ0064_MARK LOGO: CGS   
 FQ0064_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0064+STABILITY: SURFACE MOTION
 FQ0064
 FQ0064  HISTORY     - Date     Condition        Report By
 FQ0064  HISTORY     - 1958     MONUMENTED       CGS
 FQ0064  HISTORY     - 1983     GOOD             NGS
 FQ0064
 FQ0064                          STATION DESCRIPTION
 FQ0064
 FQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0064'10.7 MI W FROM WINSLOW.
 FQ0064'10.7 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0064'56 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 29.6 FEET
 FQ0064'SOUTHWEST OF TELEPHONE POLE NUMBER F27, 2 FEET NORTH OF THE FENCE, 5.8
 FQ0064'FEET SOUTHEAST OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND
 FQ0064'CONCRETE POST THAT PROJECTS 8 INCHES.
 FQ0064
 FQ0064                          STATION RECOVERY (1983)
 FQ0064
 FQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0064'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.0 KM (10.55
 FQ0064'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0064'POST OFFICE IN WINSLOW, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 243,
 FQ0064'32.3 METERS (106.0 FT) SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND
 FQ0064'LANES OF THE HIGHWAY, 17.1 METERS (56.1 FT) NORTHEAST OF THE NEAR RAIL
 FQ0064'OF THE SANTA FE RAILROAD AND 9.1 METERS (29.9 FT) SOUTHWEST OF UTILITY
 FQ0064'POLE NUMBER F27.
 FQ0064'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 FQ0064'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0184 ***********************************************************************
 DV0184  DESIGNATION -  S 343 RESET
 DV0184  PID         -  DV0184
 DV0184  STATE/COUNTY-  AZ/MARICOPA
 DV0184  USGS QUAD   -  UNION HILLS (1981)
 DV0184
 DV0184                         *CURRENT SURVEY CONTROL
 DV0184  ___________________________________________________________________
 DV0184* NAD 83(1986)-  33 37 30.     (N)    112 07 11.     (W)     SCALED    
 DV0184* NAVD 88     -       398.054  (meters)    1305.95   (feet)  ADJUSTED  
 DV0184  ___________________________________________________________________
 DV0184  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0184  DYNAMIC HT  -         397.591 (meters)    1304.43  (feet)  COMP
 DV0184  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 DV0184
 DV0184  VERT ORDER  -  FIRST     CLASS II
 DV0184
 DV0184.The horizontal coordinates were scaled from a topographic map and have
 DV0184.an estimated accuracy of +/- 6 seconds.
 DV0184
 DV0184.The orthometric height was determined by differential leveling
 DV0184.and adjusted in June 1991.
 DV0184
 DV0184.The geoid height was determined by GEOID03.
 DV0184
 DV0184.The dynamic height is computed by dividing the NAVD 88
 DV0184.geopotential number by the normal gravity value computed on the
 DV0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0184.degrees latitude (g = 980.6199 gals.).
 DV0184
 DV0184.The modeled gravity was interpolated from observed gravity values.
 DV0184
 DV0184;                    North         East    Units  Estimated Accuracy
 DV0184;SPC AZ C     -   291,080.      194,520.      MT  (+/- 180 meters Scaled)
 DV0184
 DV0184                          SUPERSEDED SURVEY CONTROL
 DV0184
 DV0184  NGVD 29 (??/??/??)  397.52   (m)         1304.2    (f) RESET       3  
 DV0184
 DV0184.Superseded values are not recommended for survey control.
 DV0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0184.See file dsdata.txt to determine how the superseded data were derived.
 DV0184
 DV0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961211(NAD 83)
 DV0184_MARKER: DB = BENCH MARK DISK
 DV0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0184_STAMPING: S 343 1959 RESET 1963
 DV0184_PROJECTION: PROJECTING 4 CENTIMETERS
 DV0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0184+STABILITY: SURFACE MOTION
 DV0184
 DV0184  HISTORY     - Date     Condition        Report By
 DV0184  HISTORY     - 1963     MONUMENTED       CGS
 DV0184  HISTORY     - 1981     GOOD             NGS
 DV0184  HISTORY     - 19910502 GOOD             USPSQD
 DV0184
 DV0184                          STATION DESCRIPTION
 DV0184
 DV0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0184'10.8 MI NW FROM PHOENIX.
 DV0184'10.6 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0184'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, THENCE 0.2 MILE WEST ALONG
 DV0184'GREENWAY ROAD, 105 FEET SOUTH OF THE CENTER OF GREENWAY ROAD, 50 FEET
 DV0184'SOUTH-SOUTHEAST OF A STREET LIGHT POLE, 3.5 FEET NORTH OF POWER POLE
 DV0184'NO. 7D 2M 62, 2.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DV0184'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0184
 DV0184                          STATION RECOVERY (1981)
 DV0184
 DV0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0184'16.6 KM (10.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV0184'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 0.3 KM (0.2 MI) WEST
 DV0184'ALONG GREENWAY ROAD, 32 METERS (105 FT) SOUTH OF THE CENTERLINE OF THE
 DV0184'ROAD, 43.9 METERS (144 FT) WEST OF THE CENTERLINE OF 29TH AVENUE, 85
 DV0184'METERS (279 FT) EAST OF THE EAST FACE OF THE GREENWAY BAPTIST CHURCH,
 DV0184'15.2 METERS (50 FT) SOUTH-SOUTHEAST OF STREET LAMP POLE 18256, 1.0
 DV0184'METER (3.5 FT) NORTH OF POWER LINE POLE 7D2M62.
 DV0184'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DV0184'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV0184
 DV0184                          STATION RECOVERY (1991)
 DV0184
 DV0184'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0897 ***********************************************************************
 DA0897  DESIGNATION -  S 344
 DA0897  PID         -  DA0897
 DA0897  STATE/COUNTY-  AZ/YUMA
 DA0897  USGS QUAD   -  LAS PLAYAS (1990)
 DA0897
 DA0897                         *CURRENT SURVEY CONTROL
 DA0897  ___________________________________________________________________
 DA0897* NAD 83(1986)-  32 03 51.     (N)    113 23 28.     (W)     SCALED    
 DA0897* NAVD 88     -       212.62   (+/-2cm)     697.6    (feet)  VERTCON   
 DA0897  ___________________________________________________________________
 DA0897  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DA0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0897
 DA0897.The horizontal coordinates were scaled from a topographic map and have
 DA0897.an estimated accuracy of +/- 6 seconds.
 DA0897
 DA0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0897.The vertical order pertains to the NGVD 29 superseded value.
 DA0897
 DA0897.The geoid height was determined by GEOID03.
 DA0897
 DA0897;                    North         East    Units  Estimated Accuracy
 DA0897;SPC AZ W     -   118,040.      247,250.      MT  (+/- 180 meters Scaled)
 DA0897
 DA0897                          SUPERSEDED SURVEY CONTROL
 DA0897
 DA0897  NGVD 29 (??/??/92)  211.937  (m)          695.33   (f) ADJ UNCH    2 0
 DA0897
 DA0897.Superseded values are not recommended for survey control.
 DA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0897.See file dsdata.txt to determine how the superseded data were derived.
 DA0897
 DA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA742500(NAD 83)
 DA0897_MARKER: DB = BENCH MARK DISK
 DA0897_SETTING: 66 = SET IN ROCK OUTCROP
 DA0897_SP_SET: ROCK OUTCROP
 DA0897_STAMPING: S 344 1961
 DA0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0897+STABILITY: POSITION/ELEVATION WELL
 DA0897
 DA0897  HISTORY     - Date     Condition        Report By
 DA0897  HISTORY     - 1961     MONUMENTED       CGS
 DA0897  HISTORY     - 1962     GOOD             NGS
 DA0897
 DA0897                          STATION DESCRIPTION
 DA0897
 DA0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0897'8.3 MI SW FROM PAPAGO WELL.
 DA0897'ABOUT 8.3 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0897'TANK AT PAPAGO WELL, 0.3 MILE NORTH OF A 4X4-INCH WHITE WOODEN
 DA0897'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30, 0.8 MILE
 DA0897'SOUTH OF A METAL SIGN BOARD, AT THE EAST EDGE OF A FLAT, ON THE
 DA0897'SOUTHWEST SLOPE OF A SMALL ROCKY KNOLL, 250 FEET EAST OF THE CENTER
 DA0897'LINE OF THE TRAIL ROAD, ABOUT 8 FEET ABOVE THE LEVEL OF THE TRAIL
 DA0897'ROAD, SET IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0571 ***********************************************************************
 ES0571  DESIGNATION -  S 344
 ES0571  PID         -  ES0571
 ES0571  STATE/COUNTY-  AZ/YAVAPAI
 ES0571  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0571
 ES0571                         *CURRENT SURVEY CONTROL
 ES0571  ___________________________________________________________________
 ES0571* NAD 83(1986)-  34 38 54.     (N)    111 48 02.     (W)     SCALED    
 ES0571* NAVD 88     -      1042.766  (meters)    3421.14   (feet)  ADJUSTED  
 ES0571  ___________________________________________________________________
 ES0571  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 ES0571  DYNAMIC HT  -        1041.450 (meters)    3416.82  (feet)  COMP
 ES0571  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 ES0571
 ES0571  VERT ORDER  -  SECOND    CLASS 0
 ES0571
 ES0571.The horizontal coordinates were scaled from a topographic map and have
 ES0571.an estimated accuracy of +/- 6 seconds.
 ES0571
 ES0571.The orthometric height was determined by differential leveling
 ES0571.and adjusted in June 1991.
 ES0571
 ES0571.The geoid height was determined by GEOID03.
 ES0571
 ES0571.The dynamic height is computed by dividing the NAVD 88
 ES0571.geopotential number by the normal gravity value computed on the
 ES0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0571.degrees latitude (g = 980.6199 gals.).
 ES0571
 ES0571.The modeled gravity was interpolated from observed gravity values.
 ES0571
 ES0571;                    North         East    Units  Estimated Accuracy
 ES0571;SPC AZ C     -   404,570.      224,000.      MT  (+/- 180 meters Scaled)
 ES0571
 ES0571                          SUPERSEDED SURVEY CONTROL
 ES0571
 ES0571  NGVD 29 (??/??/92) 1042.035  (m)         3418.74   (f) ADJ UNCH    2 0
 ES0571
 ES0571.Superseded values are not recommended for survey control.
 ES0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0571.See file dsdata.txt to determine how the superseded data were derived.
 ES0571
 ES0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD266343(NAD 83)
 ES0571_MARKER: DB = BENCH MARK DISK
 ES0571_SETTING: 66 = SET IN ROCK OUTCROP
 ES0571_SP_SET: BEDROCK
 ES0571_STAMPING: S 344 1959
 ES0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0571+STABILITY: POSITION/ELEVATION WELL
 ES0571
 ES0571  HISTORY     - Date     Condition        Report By
 ES0571  HISTORY     - 1959     MONUMENTED       CGS
 ES0571  HISTORY     - 1960     GOOD             NGS
 ES0571  HISTORY     - 1969     GOOD             NGS
 ES0571
 ES0571                          STATION DESCRIPTION
 ES0571
 ES0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0571'7.6 MI N FROM CAMP VERDE.
 ES0571'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0571'POST OFFICE AT CAMP VERDE, THENCE 6.1 MILES NORTH ALONG STATE HIGHWAY
 ES0571'79 TO THE MCGUIREVILLE INTERCHANGE, THENCE 1.0 MILE NORTHEAST ALONG
 ES0571'INTERSTATE HIGHWAY 17, 181 FEET SOUTHEAST OF THE CENTERLINE OF THE
 ES0571'NORTHBOUND LANE, 81 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 6 FEET
 ES0571'EAST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK, ON THE
 ES0571'EAST EDGE OF A SMALL KNOLL OVERLOOKING A DEEP DRAW.
 ES0571
 ES0571                          STATION RECOVERY (1969)
 ES0571
 ES0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0872 ***********************************************************************
 DA0872  DESIGNATION -  S 345
 DA0872  PID         -  DA0872
 DA0872  STATE/COUNTY-  AZ/PIMA
 DA0872  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0872
 DA0872                         *CURRENT SURVEY CONTROL
 DA0872  ___________________________________________________________________
 DA0872* NAD 83(1986)-  32 20 01.     (N)    113 12 20.     (W)     SCALED    
 DA0872* NAVD 88     -       243.04   (+/-2cm)     797.4    (feet)  VERTCON   
 DA0872  ___________________________________________________________________
 DA0872  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DA0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0872
 DA0872.The horizontal coordinates were scaled from a topographic map and have
 DA0872.an estimated accuracy of +/- 6 seconds.
 DA0872
 DA0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0872.The vertical order pertains to the NGVD 29 superseded value.
 DA0872
 DA0872.The geoid height was determined by GEOID03.
 DA0872
 DA0872;                    North         East    Units  Estimated Accuracy
 DA0872;SPC AZ C     -   148,590.       92,020.      MT  (+/- 180 meters Scaled)
 DA0872
 DA0872                          SUPERSEDED SURVEY CONTROL
 DA0872
 DA0872  NGVD 29 (??/??/92)  242.382  (m)          795.21   (f) ADJ UNCH    2 0
 DA0872
 DA0872.Superseded values are not recommended for survey control.
 DA0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0872.See file dsdata.txt to determine how the superseded data were derived.
 DA0872
 DA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA924795(NAD 83)
 DA0872_MARKER: DB = BENCH MARK DISK
 DA0872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0872_SP_SET: 14 FT
 DA0872_STAMPING: S 345 1961
 DA0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0872
 DA0872  HISTORY     - Date     Condition        Report By
 DA0872  HISTORY     - 1961     MONUMENTED       CGS
 DA0872  HISTORY     - 1962     GOOD             NGS
 DA0872
 DA0872                          STATION DESCRIPTION
 DA0872
 DA0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0872'42.35 MI SW FROM AJO.
 DA0872'ABOUT 0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0872'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0872'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0872'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0872'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0872'ALONG A TRAIL ROAD.  THENCE 18.7 MILES NORTHWEST ALONG A TRAIL ROAD.
 DA0872'OR ABOUT 14.05 MILES SOUTH ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0872'TANK AT TONY TANK, 0.6 MILE SOUTH-SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0872'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 45, 0.2 MILE
 DA0872'NORTH OF A SIGN MARKING A BOMBING AND GUNNERY RANGE, 44 FEET EAST OF
 DA0872'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST,
 DA0872'ABOUT LEVEL WITH THE ROAD, CLAMPED ON THE TOP OF A 5/8-INCH COPPER
 DA0872'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED IN A
 DA0872'6-INCH TILE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0553 ***********************************************************************
 ES0553  DESIGNATION -  S 345
 ES0553  PID         -  ES0553
 ES0553  STATE/COUNTY-  AZ/YAVAPAI
 ES0553  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0553
 ES0553                         *CURRENT SURVEY CONTROL
 ES0553  ___________________________________________________________________
 ES0553* NAD 83(1986)-  34 46 03.     (N)    111 38 46.     (W)     SCALED    
 ES0553* NAVD 88     -      1659.059  (meters)    5443.10   (feet)  ADJUSTED  
 ES0553  ___________________________________________________________________
 ES0553  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0553  DYNAMIC HT  -        1656.817 (meters)    5435.74  (feet)  COMP
 ES0553  MODELED GRAV-     979,224.5   (mgal)                       NAVD 88
 ES0553
 ES0553  VERT ORDER  -  SECOND    CLASS 0
 ES0553
 ES0553.The horizontal coordinates were scaled from a topographic map and have
 ES0553.an estimated accuracy of +/- 6 seconds.
 ES0553
 ES0553.The orthometric height was determined by differential leveling
 ES0553.and adjusted in June 1991.
 ES0553
 ES0553.The geoid height was determined by GEOID03.
 ES0553
 ES0553.The dynamic height is computed by dividing the NAVD 88
 ES0553.geopotential number by the normal gravity value computed on the
 ES0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0553.degrees latitude (g = 980.6199 gals.).
 ES0553
 ES0553.The modeled gravity was interpolated from observed gravity values.
 ES0553
 ES0553;                    North         East    Units  Estimated Accuracy
 ES0553;SPC AZ C     -   417,820.      238,130.      MT  (+/- 180 meters Scaled)
 ES0553
 ES0553                          SUPERSEDED SURVEY CONTROL
 ES0553
 ES0553  NGVD 29 (??/??/92) 1658.209  (m)         5440.31   (f) ADJ UNCH    2 0
 ES0553
 ES0553.Superseded values are not recommended for survey control.
 ES0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0553.See file dsdata.txt to determine how the superseded data were derived.
 ES0553
 ES0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD408474(NAD 83)
 ES0553_MARKER: DB = BENCH MARK DISK
 ES0553_SETTING: 80 = SET IN A BOULDER
 ES0553_SP_SET: BOULDER
 ES0553_STAMPING: S 345 1959
 ES0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0553+STABILITY: SURFACE MOTION
 ES0553
 ES0553  HISTORY     - Date     Condition        Report By
 ES0553  HISTORY     - 1959     MONUMENTED       CGS
 ES0553  HISTORY     - 1960     GOOD             NGS
 ES0553
 ES0553                          STATION DESCRIPTION
 ES0553
 ES0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0553'31.2 MI S FROM FLAGSTAFF.
 ES0553'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0553'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0553'THENCE 32.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO THE MARK 118
 ES0553'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 81 FEET SOUTH OF THE CENTER OF
 ES0553'THE HIGHWAY, 6 FEET NORTHEAST OF A WITNESS POST AND SET IN A DRILL
 ES0553'HOLE IN A BOULDER THAT PROJECTS 4 INCHES, ABOUT 4 FEET HIGHER THAN THE
 ES0553'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0966 ***********************************************************************
 DA0966  DESIGNATION -  S 346
 DA0966  PID         -  DA0966
 DA0966  STATE/COUNTY-  AZ/YUMA
 DA0966  USGS QUAD   -  COYOTE WATER (1990)
 DA0966
 DA0966                         *CURRENT SURVEY CONTROL
 DA0966  ___________________________________________________________________
 DA0966* NAD 83(1986)-  32 16 11.     (N)    113 55 39.     (W)     SCALED    
 DA0966* NAVD 88     -       344.39   (+/-2cm)    1129.9    (feet)  VERTCON   
 DA0966  ___________________________________________________________________
 DA0966  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DA0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0966
 DA0966.The horizontal coordinates were scaled from a topographic map and have
 DA0966.an estimated accuracy of +/- 6 seconds.
 DA0966
 DA0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0966.The vertical order pertains to the NGVD 29 superseded value.
 DA0966
 DA0966.The geoid height was determined by GEOID03.
 DA0966
 DA0966;                    North         East    Units  Estimated Accuracy
 DA0966;SPC AZ W     -   140,790.      196,640.      MT  (+/- 180 meters Scaled)
 DA0966
 DA0966                          SUPERSEDED SURVEY CONTROL
 DA0966
 DA0966  NGVD 29 (??/??/92)  343.698  (m)         1127.62   (f) ADJ UNCH    2 0
 DA0966
 DA0966.Superseded values are not recommended for survey control.
 DA0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0966.See file dsdata.txt to determine how the superseded data were derived.
 DA0966
 DA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA242740(NAD 83)
 DA0966_MARKER: DB = BENCH MARK DISK
 DA0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0966_STAMPING: S 346 1961
 DA0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0966+STABILITY: SURFACE MOTION
 DA0966
 DA0966  HISTORY     - Date     Condition        Report By
 DA0966  HISTORY     - 1961     MONUMENTED       CGS
 DA0966  HISTORY     - 1962     GOOD             NGS
 DA0966
 DA0966                          STATION DESCRIPTION
 DA0966
 DA0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0966'11.8 MI W FROM TULE WELL.
 DA0966'ABOUT 11.8 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0966'COMMISSION SHELTER AT TULE WELL, 4.5 MILES EAST OF A 4X4-INCH WHITE
 DA0966'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 16, IN
 DA0966'THE CENTER OF A FLAT, ON THE CREST OF A VERY SLIGHT RISE, 23 FEET
 DA0966'SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET SOUTHWEST OF A
 DA0966'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRAIL
 DA0966'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0267 ***********************************************************************
 FP0267  DESIGNATION -  S 346
 FP0267  PID         -  FP0267
 FP0267  STATE/COUNTY-  AZ/APACHE
 FP0267  USGS QUAD   -  KACHINA POINT (1972)
 FP0267
 FP0267                         *CURRENT SURVEY CONTROL
 FP0267  ___________________________________________________________________
 FP0267* NAD 83(1986)-  35 01 48.     (N)    109 50 01.     (W)     SCALED    
 FP0267* NAVD 88     -      1684.753  (meters)    5527.39   (feet)  ADJUSTED  
 FP0267  ___________________________________________________________________
 FP0267  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 FP0267  DYNAMIC HT  -        1682.407 (meters)    5519.70  (feet)  COMP
 FP0267  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 FP0267
 FP0267  VERT ORDER  -  SECOND    CLASS 0
 FP0267
 FP0267.The horizontal coordinates were scaled from a topographic map and have
 FP0267.an estimated accuracy of +/- 6 seconds.
 FP0267
 FP0267.The orthometric height was determined by differential leveling
 FP0267.and adjusted in June 1991.
 FP0267
 FP0267.The geoid height was determined by GEOID03.
 FP0267
 FP0267.The dynamic height is computed by dividing the NAVD 88
 FP0267.geopotential number by the normal gravity value computed on the
 FP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0267.degrees latitude (g = 980.6199 gals.).
 FP0267
 FP0267.The modeled gravity was interpolated from observed gravity values.
 FP0267
 FP0267;                    North         East    Units  Estimated Accuracy
 FP0267;SPC AZ E     -   446,950.      243,750.      MT  (+/- 180 meters Scaled)
 FP0267
 FP0267                          SUPERSEDED SURVEY CONTROL
 FP0267
 FP0267  NGVD 29 (??/??/92) 1683.861  (m)         5524.47   (f) ADJ UNCH    2 0
 FP0267
 FP0267.Superseded values are not recommended for survey control.
 FP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0267.See file dsdata.txt to determine how the superseded data were derived.
 FP0267
 FP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD063769(NAD 83)
 FP0267_MARKER: DB = BENCH MARK DISK
 FP0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0267_SP_SET: BRIDGE
 FP0267_STAMPING: S 346 1959
 FP0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0267
 FP0267  HISTORY     - Date     Condition        Report By
 FP0267  HISTORY     - 1959     MONUMENTED       CGS
 FP0267  HISTORY     - 1972     GOOD             USGS
 FP0267  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0267
 FP0267                          STATION DESCRIPTION
 FP0267
 FP0267'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0267'2.1 MI W FROM HOLBROOK.
 FP0267'FROM PETRIFIED FOREST N.P. ROAD OVERPASS OF I-40 HIGHWAY GO W. ALONG
 FP0267'HIGHWAY 2.1 MI. TO 20 FT CONCRETE BRIDGE.  BM IS 23 FT. S. OF CENTER
 FP0267'LINE OF W. BOUND TRAFFIC IN CENTER OF BRIDGE.  A STANDARD TABLET
 FP0267'STAMPED S 346 1959.
 FP0267
 FP0267                          STATION RECOVERY (1983)
 FP0267
 FP0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0267'THE BRIDGE WAS REPLACED IN 1974 AND THE MARK SHOULD BE CONSIDERED
 FP0267'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0954 ***********************************************************************
 DA0954  DESIGNATION -  S 347
 DA0954  PID         -  DA0954
 DA0954  STATE/COUNTY-  AZ/YUMA
 DA0954  USGS QUAD   -  TULE MOUNTAINS (1990)
 DA0954
 DA0954                         *CURRENT SURVEY CONTROL
 DA0954  ___________________________________________________________________
 DA0954* NAD 83(1986)-  32 13 55.     (N)    113 48 35.     (W)     SCALED    
 DA0954* NAVD 88     -       373.38   (+/-2cm)    1225.0    (feet)  VERTCON   
 DA0954  ___________________________________________________________________
 DA0954  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DA0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0954
 DA0954.The horizontal coordinates were scaled from a topographic map and have
 DA0954.an estimated accuracy of +/- 6 seconds.
 DA0954
 DA0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0954.The vertical order pertains to the NGVD 29 superseded value.
 DA0954
 DA0954.The geoid height was determined by GEOID03.
 DA0954
 DA0954;                    North         East    Units  Estimated Accuracy
 DA0954;SPC AZ W     -   136,590.      207,730.      MT  (+/- 180 meters Scaled)
 DA0954
 DA0954                          SUPERSEDED SURVEY CONTROL
 DA0954
 DA0954  NGVD 29 (??/??/92)  372.682  (m)         1222.71   (f) ADJ UNCH    2 0
 DA0954
 DA0954.Superseded values are not recommended for survey control.
 DA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0954.See file dsdata.txt to determine how the superseded data were derived.
 DA0954
 DA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA352696(NAD 83)
 DA0954_MARKER: DB = BENCH MARK DISK
 DA0954_SETTING: 80 = SET IN A BOULDER
 DA0954_SP_SET: BOULDER
 DA0954_STAMPING: S 347 1961
 DA0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0954+STABILITY: SURFACE MOTION
 DA0954
 DA0954  HISTORY     - Date     Condition        Report By
 DA0954  HISTORY     - 1961     MONUMENTED       CGS
 DA0954  HISTORY     - 1962     GOOD             NGS
 DA0954
 DA0954                          STATION DESCRIPTION
 DA0954
 DA0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0954'4.3 MI NW FROM TULE WELL.
 DA0954'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0954'COMMISSION SHELTER AT TULE WELL.  THENCE 1.0 MILE NORTHWEST ALONG A
 DA0954'TRAIL ROAD, 0.95 MILE NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0954'WHICH PROJECTS 16 FEET AND IS NUMBER 1, 110 FEET SOUTHEAST OF THE
 DA0954'JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING WEST, 65 FEET
 DA0954'SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 2 FEET ABOVE THE
 DA0954'LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A LARGE BOULDER
 DA0954'PROJECTING 3 FEET AT THE NORTHEAST BASE OF A MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0302 ***********************************************************************
 FP0302  DESIGNATION -  S 347
 FP0302  PID         -  FP0302
 FP0302  STATE/COUNTY-  AZ/APACHE
 FP0302  USGS QUAD   -  KACHINA POINT (1972)
 FP0302
 FP0302                         *CURRENT SURVEY CONTROL
 FP0302  ___________________________________________________________________
 FP0302* NAD 83(1986)-  35 00 47.     (N)    109 49 28.     (W)     SCALED    
 FP0302* NAVD 88     -      1675.572  (meters)    5497.27   (feet)  ADJUSTED  
 FP0302  ___________________________________________________________________
 FP0302  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FP0302  DYNAMIC HT  -        1673.248 (meters)    5489.65  (feet)  COMP
 FP0302  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 FP0302
 FP0302  VERT ORDER  -  SECOND    CLASS 0
 FP0302
 FP0302.The horizontal coordinates were scaled from a topographic map and have
 FP0302.an estimated accuracy of +/- 6 seconds.
 FP0302
 FP0302.The orthometric height was determined by differential leveling
 FP0302.and adjusted in June 1991.
 FP0302
 FP0302.The geoid height was determined by GEOID03.
 FP0302
 FP0302.The dynamic height is computed by dividing the NAVD 88
 FP0302.geopotential number by the normal gravity value computed on the
 FP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0302.degrees latitude (g = 980.6199 gals.).
 FP0302
 FP0302.The modeled gravity was interpolated from observed gravity values.
 FP0302
 FP0302;                    North         East    Units  Estimated Accuracy
 FP0302;SPC AZ E     -   445,080.      244,590.      MT  (+/- 180 meters Scaled)
 FP0302
 FP0302                          SUPERSEDED SURVEY CONTROL
 FP0302
 FP0302  NGVD 29 (??/??/92) 1674.691  (m)         5494.38   (f) ADJ UNCH    2 0
 FP0302
 FP0302.Superseded values are not recommended for survey control.
 FP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0302.See file dsdata.txt to determine how the superseded data were derived.
 FP0302
 FP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD072751(NAD 83)
 FP0302_MARKER: DB = BENCH MARK DISK
 FP0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0302_STAMPING: S 347 1959
 FP0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0302+STABILITY: SURFACE MOTION
 FP0302
 FP0302  HISTORY     - Date     Condition        Report By
 FP0302  HISTORY     - 1959     MONUMENTED       CGS
 FP0302
 FP0302                          STATION DESCRIPTION
 FP0302
 FP0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0302'23.5 MI E FROM HOLBROOK.
 FP0302'23.0 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FP0302'HOLBROOK, THENCE 1.55 MILES SOUTH ALONG A DIRT ROAD LEADING TO
 FP0302'ADAMANA, 1.6 MILES SOUTH OF THE TEXICO SERVICE STATION, 63.5 FEET EAST
 FP0302'OF THE CENTER OF THE DIRT ROAD, 2.8 FEET SOUTHWEST OF THE WITNESS
 FP0302'SIGN, 2.3 FEET NORTHWEST OF A POWER POLE, SET IN THE TOP OF A 12 INCH
 FP0302'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0004 ***********************************************************************
 DB0004  DESIGNATION -  S 348
 DB0004  PID         -  DB0004
 DB0004  STATE/COUNTY-  AZ/YUMA
 DB0004  USGS QUAD   -  CIPRIANO PASS (1990)
 DB0004
 DB0004                         *CURRENT SURVEY CONTROL
 DB0004  ___________________________________________________________________
 DB0004* NAD 83(1986)-  32 25 38.     (N)    114 14 33.     (W)     SCALED    
 DB0004* NAVD 88     -       273.28   (+/-2cm)     896.6    (feet)  VERTCON   
 DB0004  ___________________________________________________________________
 DB0004  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DB0004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0004
 DB0004.The horizontal coordinates were scaled from a topographic map and have
 DB0004.an estimated accuracy of +/- 6 seconds.
 DB0004
 DB0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0004.The vertical order pertains to the NGVD 29 superseded value.
 DB0004
 DB0004.The geoid height was determined by GEOID03.
 DB0004
 DB0004;                    North         East    Units  Estimated Accuracy
 DB0004;SPC AZ W     -   158,350.      167,040.      MT  (+/- 180 meters Scaled)
 DB0004
 DB0004                          SUPERSEDED SURVEY CONTROL
 DB0004
 DB0004  NGVD 29 (??/??/??)  272.597  (m)          894.35   (f) ADJUSTED    2 0
 DB0004
 DB0004.Superseded values are not recommended for survey control.
 DB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0004.See file dsdata.txt to determine how the superseded data were derived.
 DB0004
 DB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR592911(NAD 83)
 DB0004_MARKER: DB = BENCH MARK DISK
 DB0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0004_STAMPING: S 348 1962
 DB0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0004+STABILITY: SURFACE MOTION
 DB0004
 DB0004  HISTORY     - Date     Condition        Report By
 DB0004  HISTORY     - 1962     MONUMENTED       CGS
 DB0004
 DB0004                          STATION DESCRIPTION
 DB0004
 DB0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0004'29.2 MI SSW FROM LIGURTA.
 DB0004'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0004'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0004'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0004'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0004'A WASH, THENCE 10.1 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 2.6
 DB0004'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0004'PROJECTS 16 FEET AND IS NUMBER 12, 1.25 MILES SOUTHEAST OF A
 DB0004'ROCKY HILL, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5
 DB0004'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 DB0004'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DB0004'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1177 ***********************************************************************
 CZ1177  DESIGNATION -  S 348
 CZ1177  PID         -  CZ1177
 CZ1177  STATE/COUNTY-  AZ/PINAL
 CZ1177  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1177
 CZ1177                         *CURRENT SURVEY CONTROL
 CZ1177  ___________________________________________________________________
 CZ1177* NAD 83(1986)-  32 49 16.     (N)    111 41 18.     (W)     SCALED    
 CZ1177* NAVD 88     -       447.629  (meters)    1468.60   (feet)  READJUSTED
 CZ1177  ___________________________________________________________________
 CZ1177  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ1177  DYNAMIC HT  -         447.080 (meters)    1466.80  (feet)  COMP
 CZ1177  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 CZ1177  OBS GRAVITY -     979,392.8   (mgal)                       GRAV_OBS
 CZ1177
 CZ1177  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1177
 CZ1177.The horizontal coordinates were scaled from a topographic map and have
 CZ1177.an estimated accuracy of +/- 6 seconds.
 CZ1177
 CZ1177.The orthometric height was determined by differential leveling
 CZ1177.and adjusted in April 1999.
 CZ1177.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1177.mark was located on a no-check spur therefore a value was not computed.
 CZ1177.The height was derived from older observations constrained to new
 CZ1177.heights in a crustal motion area.  The height is approximate in
 CZ1177.relation to other heights in its vicinity.
 CZ1177.No vertical observational check was made to the station.
 CZ1177
 CZ1177.The geoid height was determined by GEOID03.
 CZ1177
 CZ1177.The dynamic height is computed by dividing the NAVD 88
 CZ1177.geopotential number by the normal gravity value computed on the
 CZ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1177.degrees latitude (g = 980.6199 gals.).
 CZ1177
 CZ1177.The modeled gravity was interpolated from observed gravity values.
 CZ1177.The observed gravity was obtained from relative gravimeter ties
 CZ1177.to the IGSN71 gravity network.
 CZ1177
 CZ1177;                    North         East    Units  Estimated Accuracy
 CZ1177;SPC AZ C     -   201,940.      234,740.      MT  (+/- 180 meters Scaled)
 CZ1177
 CZ1177                          SUPERSEDED SURVEY CONTROL
 CZ1177
 CZ1177  NAVD 88 (06/15/91)  447.637  (m)         1468.62   (f) UNKNOWN     1 2
 CZ1177  NGVD 29 (??/??/92)  447.049  (m)         1466.69   (f) ADJ UNCH    1 2
 CZ1177
 CZ1177.Superseded values are not recommended for survey control.
 CZ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1177.See file dsdata.txt to determine how the superseded data were derived.
 CZ1177
 CZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB355316(NAD 83)
 CZ1177_MARKER: DB = BENCH MARK DISK
 CZ1177_SETTING: 0 = UNSPECIFIED SETTING
 CZ1177_STAMPING: S 348 1960
 CZ1177_MARK LOGO: CGS   
 CZ1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1177+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1177
 CZ1177  HISTORY     - Date     Condition        Report By
 CZ1177  HISTORY     - 1960     MONUMENTED       CGS
 CZ1177  HISTORY     - 1966     GOOD             NGS
 CZ1177  HISTORY     - 1980     GOOD             NGS
 CZ1177  HISTORY     - 1980     GOOD             NGS
 CZ1177  HISTORY     - 1984     GOOD             NGS
 CZ1177  HISTORY     - 19911205 GOOD             NGS
 CZ1177  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1177
 CZ1177                          STATION DESCRIPTION
 CZ1177
 CZ1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1177'8.1 MI SE FROM CASA GRANDE.
 CZ1177'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1177'CASA GRANDE, THENCE 1.0 MILE SOUTH ON SUNLAND GIN ROAD, THENCE 1.0
 CZ1177'MILE WEST ON NEW HIGHWAY, 300 FEET NORTH OF NEW HIGHWAY, 1.5 FEET
 CZ1177'SOUTH OF POWER-LINE POLE WHERE THE POWERLINE TURNS FROM WEST TO NORTH,
 CZ1177'3.0 FEET WEST OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED
 CZ1177'STOVEPIPE PROJECTING ABOUT 5 INCHES. USGS BENCH MARK 1467.1 1959 IS IN
 CZ1177'THE POWER-LINE POLE NEAREST THE C AND GS BENCH MARK.
 CZ1177
 CZ1177                          STATION RECOVERY (1966)
 CZ1177
 CZ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1177'RECOVERED IN GOOD CONDITION.
 CZ1177
 CZ1177                          STATION RECOVERY (1980)
 CZ1177
 CZ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1177'THE MARK IS 1.7 M BELOW THE ON-RAMP.
 CZ1177'8.1 KILOMETERS (5.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1177'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 1.3 KILOMETERS
 CZ1177'(0.8 MILE) SOUTH ALONG INTERSTATE HIGHWAY 10 TO THE INTERSTATE
 CZ1177'HIGHWAY 8 ON-RAMP, THENCE 0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG
 CZ1177'THE INTERSTATE 8 ON-RAMP, SET IN TOP OF A CONCRETE FILLED STOVE PIPE
 CZ1177'PROJECTING 45 CENTIMETERS, 0.45 METER (1.5 FEET) SOUTH OF A POWER LINE
 CZ1177'POLE WHERE THE POWER LINE FORMS A RIGHT ANGLE WEST TO NORTH,
 CZ1177'69 METERS (226 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 CZ1177'LANES OF INTERSTATE 8, 41.6 METERS (136 FEET) NORTH ALONG A NORTH-
 CZ1177'SOUTH FENCE FROM ITS T-JUNCTION WITH THE INTERSTATE 8 RIGHT-OF-WAY
 CZ1177'FENCE, 23.5 METERS (77 FEET) EAST OF U.S.E. TOPOGRAPHIC BENCH MARK
 CZ1177'AH 48 SURROUNDED BY 4 CONCRETE PADS FORMING A CROSS FOR TOPOGRAPHIC
 CZ1177'CONTROL AND 1.7 METERS (5.5 FEET) EAST OF THE NORTH-SOUTH FENCE.
 CZ1177'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 CZ1177
 CZ1177                          STATION RECOVERY (1980)
 CZ1177
 CZ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1177'THE MARK IS 1.7 M BELOW THE ON-RAMP.
 CZ1177'8.1 KILOMETERS (5.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1177'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 1.3 KILOMETERS
 CZ1177'(0.8 MILE) SOUTH ALONG INTERSTATE HIGHWAY 10 TO THE INTERSTATE
 CZ1177'HIGHWAY 8 ON-RAMP, THENCE 0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG
 CZ1177'THE INTERSTATE 8 ON-RAMP, SET IN TOP OF A CONCRETE FILLED STOVE PIPE
 CZ1177'PROJECTING 45 CENTIMETERS, 0.45 METER (1.5 FEET) SOUTH OF A POWER LINE
 CZ1177'POLE WHERE THE POWER LINE FORMS A RIGHT ANGLE WEST TO NORTH,
 CZ1177'69 METERS (226 FEET) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 CZ1177'LANES OF INTERSTATE 8, 41.6 METERS (136 FEET) NORTH ALONG A NORTH-
 CZ1177'SOUTH FENCE FROM ITS T-JUNCTION WITH THE INTERSTATE 8 RIGHT-OF-WAY
 CZ1177'FENCE, 23.5 METERS (77 FEET) EAST OF U.S.E. TOPOGRAPHIC BENCH MARK
 CZ1177'AH 48 SURROUNDED BY 4 CONCRETE PADS FORMING A CROSS FOR TOPOGRAPHIC
 CZ1177'CONTROL AND 1.7 METERS (5.5 FEET) EAST OF THE NORTH-SOUTH FENCE.
 CZ1177'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 CZ1177
 CZ1177                          STATION RECOVERY (1984)
 CZ1177
 CZ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1177'RECOVERED IN GOOD CONDITION.
 CZ1177
 CZ1177                          STATION RECOVERY (1991)
 CZ1177
 CZ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1177'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84 FROM THE
 CZ1177'JUNCTION OF STATE HIGHWAYS 93 (PINAL AVENUE) AND 287 (FLORENCE
 CZ1177'BOULEVARD) IN CASA GRANDE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG
 CZ1177'INTERSTATE HIGHWAY 10, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 CZ1177'INTERSTATE HIGHWAY 8, 74.1 M (243.1 FT) NORTHEAST OF THE CENTERLINE
 CZ1177'OF THE WESTBOUND LANES OF THE HIGHWAY, 23.5 M (77.1 FT) NORTHEAST OF
 CZ1177'BENCH MARK AH 48 AND THE CENTER OF A CONCRETE TOPOGRAPHIC CROSS, 1.0
 CZ1177'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A
 CZ1177'WITNESS POST, 0.5 M (1.6 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY
 CZ1177'CABLES, AND THE MONUMENT IS A 5-INCH CONCRETE FILLED STOVEPIPE THAT
 CZ1177'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 CZ1177
 CZ1177                          STATION RECOVERY (2007)
 CZ1177
 CZ1177'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0002 ***********************************************************************
 DB0002  DESIGNATION -  S 349
 DB0002  PID         -  DB0002
 DB0002  STATE/COUNTY-  AZ/YUMA
 DB0002  USGS QUAD   -  RAVEN BUTTE (1990)
 DB0002
 DB0002                         *CURRENT SURVEY CONTROL
 DB0002  ___________________________________________________________________
 DB0002* NAD 83(1986)-  32 28 42.     (N)    114 01 06.     (W)     SCALED    
 DB0002* NAVD 88     -       279.71   (+/-2cm)     917.7    (feet)  VERTCON   
 DB0002  ___________________________________________________________________
 DB0002  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0002
 DB0002.The horizontal coordinates were scaled from a topographic map and have
 DB0002.an estimated accuracy of +/- 6 seconds.
 DB0002
 DB0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0002.The vertical order pertains to the NGVD 29 superseded value.
 DB0002
 DB0002.The geoid height was determined by GEOID03.
 DB0002
 DB0002;                    North         East    Units  Estimated Accuracy
 DB0002;SPC AZ W     -   163,940.      188,140.      MT  (+/- 180 meters Scaled)
 DB0002
 DB0002                          SUPERSEDED SURVEY CONTROL
 DB0002
 DB0002  NGVD 29 (??/??/??)  279.008  (m)          915.38   (f) ADJUSTED    2 0
 DB0002
 DB0002.Superseded values are not recommended for survey control.
 DB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0002.See file dsdata.txt to determine how the superseded data were derived.
 DB0002
 DB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR802973(NAD 83)
 DB0002_MARKER: DB = BENCH MARK DISK
 DB0002_SETTING: 66 = SET IN ROCK OUTCROP
 DB0002_SP_SET: ROCK OUTCROP
 DB0002_STAMPING: S 349 1961
 DB0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0002+STABILITY: POSITION/ELEVATION WELL
 DB0002
 DB0002  HISTORY     - Date     Condition        Report By
 DB0002  HISTORY     - 1961     MONUMENTED       CGS
 DB0002  HISTORY     - 1962     GOOD             NGS
 DB0002
 DB0002                          STATION DESCRIPTION
 DB0002
 DB0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0002'17.2 MI SE FROM WELLTON.
 DB0002'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0002'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH
 DB0002'ALONG A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE
 DB0002'SOUTHEAST AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0
 DB0002'MILE NORTHEAST ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE
 DB0002'13.55 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 2.5 MILES SOUTHEAST
 DB0002'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0002'AND IS NUMBER 6, 90 FEET SOUTHWEST OF A SMALL PROMINENT POINTED
 DB0002'ROCK HILL, 52 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 DB0002'ROAD, 27 FEET NORTH OF A LONE IRONWOOD TREE, 3 FEET SOUTHWEST
 DB0002'OF A LARGE FLAT BOULDER ON THE TOP OF THE ROCK OUTCROP, ABOUT
 DB0002'2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A
 DB0002'FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0022 ***********************************************************************
 CZ0022  DESIGNATION -  S 349
 CZ0022  PID         -  CZ0022
 CZ0022  STATE/COUNTY-  AZ/COCHISE
 CZ0022  USGS QUAD   -  DRAGOON (1995)
 CZ0022
 CZ0022                         *CURRENT SURVEY CONTROL
 CZ0022  ___________________________________________________________________
 CZ0022* NAD 83(1986)-  32 04 12.     (N)    110 02 39.     (W)     SCALED    
 CZ0022* NAVD 88     -      1437.463  (meters)    4716.08   (feet)  ADJUSTED  
 CZ0022  ___________________________________________________________________
 CZ0022  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CZ0022  DYNAMIC HT  -        1435.252 (meters)    4708.82  (feet)  COMP
 CZ0022  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 CZ0022
 CZ0022  VERT ORDER  -  FIRST     CLASS II
 CZ0022
 CZ0022.The horizontal coordinates were scaled from a topographic map and have
 CZ0022.an estimated accuracy of +/- 6 seconds.
 CZ0022
 CZ0022.The orthometric height was determined by differential leveling
 CZ0022.and adjusted in June 1991.
 CZ0022
 CZ0022.The geoid height was determined by GEOID03.
 CZ0022
 CZ0022.The dynamic height is computed by dividing the NAVD 88
 CZ0022.geopotential number by the normal gravity value computed on the
 CZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0022.degrees latitude (g = 980.6199 gals.).
 CZ0022
 CZ0022.The modeled gravity was interpolated from observed gravity values.
 CZ0022
 CZ0022;                    North         East    Units  Estimated Accuracy
 CZ0022;SPC AZ E     -   118,640.      224,930.      MT  (+/- 180 meters Scaled)
 CZ0022
 CZ0022                          SUPERSEDED SURVEY CONTROL
 CZ0022
 CZ0022  NGVD 29 (??/??/92) 1436.584  (m)         4713.19   (f) ADJ UNCH    1 2
 CZ0022
 CZ0022.Superseded values are not recommended for survey control.
 CZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0022.See file dsdata.txt to determine how the superseded data were derived.
 CZ0022
 CZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA902485(NAD 83)
 CZ0022_MARKER: DB = BENCH MARK DISK
 CZ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0022_STAMPING: S 349 1960
 CZ0022_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0022+STABILITY: SURFACE MOTION
 CZ0022
 CZ0022  HISTORY     - Date     Condition        Report By
 CZ0022  HISTORY     - 1960     MONUMENTED       CGS
 CZ0022  HISTORY     - 1975     GOOD             AZDT
 CZ0022  HISTORY     - 1980     GOOD             NGS
 CZ0022
 CZ0022                          STATION DESCRIPTION
 CZ0022
 CZ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0022'17.4 MI E FROM BENSON.
 CZ0022'17.95 MILES EAST FROM THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0022'HIGHWAY 86 TO ITS INTERSECTION WITH JOHNSON ROAD, THENCE SOUTH AND
 CZ0022'EAST ALONG JOHNSON ROAD FOR 1.1 MILES TO MARK ON THE LEFT, ABOUT .15
 CZ0022'MILE NORTHWEST OF A SMALL HILL, 66 FEET NORTHEAST OF THE CENTER OF A
 CZ0022'GRAVEL ROAD, 2 FEET SOUTHEAST OF WITNESS POST, SET IN THE TOP OF A
 CZ0022'12-INCH SQUARE POST PROJECTING 2 INCHES.
 CZ0022
 CZ0022                          STATION RECOVERY (1975)
 CZ0022
 CZ0022'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ0022'FROM MILEPOST 178, I-8, WEST FOR 0.1 MILES AND TO THE STATION ON THE
 CZ0022'RIGHT.  3 FT. WEST OF AN IRON POST.  5 FT. EAST OF A NORTH SOUTH
 CZ0022'FENCE.  ABOUT 100 FT. NORTHEAST OF AMS AH 48.  145 FT. NORTH OF THE
 CZ0022'NORTH R/W FENCE LINE.  A USC AND GS BENCH MARK BRASS CAP, SET IN A 7
 CZ0022'IN. STOVE PIPE, UP 1.5 FT.
 CZ0022
 CZ0022                          STATION RECOVERY (1980)
 CZ0022
 CZ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0022'29.3 KILOMETERS (18.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0022'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, THENCE 2.0 KILOMETERS
 CZ0022'(1.25 MILES) SOUTHEAST ALONG JOHNSON ROAD, 0.24 KILOMETERS
 CZ0022'(0.2 MILE) SOUTHEAST OF A CATTLE CORRAL, 0.24 KILOMETERS
 CZ0022'(0.15 MILE) NORTHWEST OF A SMALL HILL, 66 FEET NORTHEAST OFTHE
 CZ0022'CENTERLINE OF THE ROAD.
 CZ0022'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CZ0022'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0304 ***********************************************************************
 ER0304  DESIGNATION -  S 35
 ER0304  PID         -  ER0304
 ER0304  STATE/COUNTY-  AZ/APACHE
 ER0304  USGS QUAD   -  POTTER MESA TANK (1982)
 ER0304
 ER0304                         *CURRENT SURVEY CONTROL
 ER0304  ___________________________________________________________________
 ER0304* NAD 83(1986)-  34 40 33.     (N)    109 42 57.     (W)     SCALED    
 ER0304* NAVD 88     -      1652.032  (meters)    5420.04   (feet)  ADJUSTED  
 ER0304  ___________________________________________________________________
 ER0304  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ER0304  DYNAMIC HT  -        1649.720 (meters)    5412.46  (feet)  COMP
 ER0304  MODELED GRAV-     979,177.3   (mgal)                       NAVD 88
 ER0304
 ER0304  VERT ORDER  -  SECOND    CLASS 0
 ER0304
 ER0304.The horizontal coordinates were scaled from a topographic map and have
 ER0304.an estimated accuracy of +/- 6 seconds.
 ER0304
 ER0304.The orthometric height was determined by differential leveling
 ER0304.and adjusted in June 1991.
 ER0304
 ER0304.The geoid height was determined by GEOID03.
 ER0304
 ER0304.The dynamic height is computed by dividing the NAVD 88
 ER0304.geopotential number by the normal gravity value computed on the
 ER0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0304.degrees latitude (g = 980.6199 gals.).
 ER0304
 ER0304.The modeled gravity was interpolated from observed gravity values.
 ER0304
 ER0304;                    North         East    Units  Estimated Accuracy
 ER0304;SPC AZ E     -   407,710.      254,670.      MT  (+/- 180 meters Scaled)
 ER0304
 ER0304                          SUPERSEDED SURVEY CONTROL
 ER0304
 ER0304  NGVD 29 (??/??/92) 1651.206  (m)         5417.33   (f) ADJ UNCH    2 0
 ER0304
 ER0304.Superseded values are not recommended for survey control.
 ER0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0304.See file dsdata.txt to determine how the superseded data were derived.
 ER0304
 ER0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD176378(NAD 83)
 ER0304_MARKER: DB = BENCH MARK DISK
 ER0304_SETTING: 66 = SET IN ROCK OUTCROP
 ER0304_SP_SET: OUTCROP
 ER0304_STAMPING: S 35 1934
 ER0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0304+STABILITY: POSITION/ELEVATION WELL
 ER0304
 ER0304  HISTORY     - Date     Condition        Report By
 ER0304  HISTORY     - 1934     MONUMENTED       CGS
 ER0304  HISTORY     - 1976     GOOD             USGS
 ER0304
 ER0304                          STATION DESCRIPTION
 ER0304
 ER0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0304'31.8 MI SE FROM HOLBROOK.
 ER0304'IN APACHE COUNTY, 31.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE
 ER0304'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO
 ER0304'COUNTY, 0.1 MILE WEST OF THE WEST BRIDGE OF TWO SMALL BRIDGES ACROSS
 ER0304'DEEP WASHES, 89 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 ER0304'TOP OF A SANDSTONE OUTCROP, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 ER0304'A STANDARD DISK, STAMPED S 35 1934.
 ER0304
 ER0304                          STATION RECOVERY (1976)
 ER0304
 ER0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0304'IN APACHE COUNTY, 30.65 MILES SOUTHEAST ALONG U.S. 180 FROM THE
 ER0304'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO
 ER0304'COUNTY TO A ROAD LEFT. TURN LEFT THRU GATE AND FOLLOW ROAD 0.75 MILES
 ER0304'TO BM ON RIGHT. 50 FEET WEST OF A ROAD FORK IN A SANDSTONE OUTCROP.
 ER0304'LEVEL WITH EAST-WEST ROAD AND ABOUT 3.0 FEET HIGHER THAN ROAD FORK. A
 ER0304'STANDARD TABLET STAMPED S 35 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0979 ***********************************************************************
 DA0979  DESIGNATION -  S 350
 DA0979  PID         -  DA0979
 DA0979  STATE/COUNTY-  AZ/YUMA
 DA0979  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0979
 DA0979                         *CURRENT SURVEY CONTROL
 DA0979  ___________________________________________________________________
 DA0979* NAD 83(1986)-  32 22 56.     (N)    113 40 10.     (W)     SCALED    
 DA0979* NAVD 88     -       247.62   (+/-2cm)     812.4    (feet)  VERTCON   
 DA0979  ___________________________________________________________________
 DA0979  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA0979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0979
 DA0979.The horizontal coordinates were scaled from a topographic map and have
 DA0979.an estimated accuracy of +/- 6 seconds.
 DA0979
 DA0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0979.The vertical order pertains to the NGVD 29 superseded value.
 DA0979
 DA0979.The geoid height was determined by GEOID03.
 DA0979
 DA0979;                    North         East    Units  Estimated Accuracy
 DA0979;SPC AZ W     -   153,260.      220,940.      MT  (+/- 180 meters Scaled)
 DA0979
 DA0979                          SUPERSEDED SURVEY CONTROL
 DA0979
 DA0979  NGVD 29 (??/??/92)  246.949  (m)          810.20   (f) ADJ UNCH    2 0
 DA0979
 DA0979.Superseded values are not recommended for survey control.
 DA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0979.See file dsdata.txt to determine how the superseded data were derived.
 DA0979
 DA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA488859(NAD 83)
 DA0979_MARKER: DB = BENCH MARK DISK
 DA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0979_STAMPING: S 350 1962
 DA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0979+STABILITY: SURFACE MOTION
 DA0979
 DA0979  HISTORY     - Date     Condition        Report By
 DA0979  HISTORY     - 1962     MONUMENTED       CGS
 DA0979
 DA0979                          STATION DESCRIPTION
 DA0979
 DA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0979'15.35 MI NE FROM TULE WELL.
 DA0979'ABOUT 15.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0979'COMMISSION SHELTER AT TULE WELL.  3.1 MILE SOUTHWEST OF A 4X4-INCH
 DA0979'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2,
 DA0979'0.5 MILE NORTH-NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0979'WHICH PROJECTS 16 FEET AND IS NUMBERED 25, 43 FEET WEST OF THE CENTER
 DA0979'LINE OF THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2
 DA0979'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA0979'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1125 ***********************************************************************
 DA1125  DESIGNATION -  S 351
 DA1125  PID         -  DA1125
 DA1125  STATE/COUNTY-  AZ/YUMA
 DA1125  USGS QUAD   -  MOHAWK (1982)
 DA1125
 DA1125                         *CURRENT SURVEY CONTROL
 DA1125  ___________________________________________________________________
 DA1125* NAD 83(1986)-  32 38 07.     (N)    113 48 15.     (W)     SCALED    
 DA1125* NAVD 88     -       128.84   (+/-2cm)     422.7    (feet)  VERTCON   
 DA1125  ___________________________________________________________________
 DA1125  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DA1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1125
 DA1125.The horizontal coordinates were scaled from a topographic map and have
 DA1125.an estimated accuracy of +/- 6 seconds.
 DA1125
 DA1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1125.The vertical order pertains to the NGVD 29 superseded value.
 DA1125
 DA1125.The geoid height was determined by GEOID03.
 DA1125
 DA1125;                    North         East    Units  Estimated Accuracy
 DA1125;SPC AZ W     -   181,320.      208,280.      MT  (+/- 180 meters Scaled)
 DA1125
 DA1125                          SUPERSEDED SURVEY CONTROL
 DA1125
 DA1125  NGVD 29 (??/??/92)  128.186  (m)          420.56   (f) ADJ UNCH    2 0
 DA1125
 DA1125.Superseded values are not recommended for survey control.
 DA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1125.See file dsdata.txt to determine how the superseded data were derived.
 DA1125
 DA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB369143(NAD 83)
 DA1125_MARKER: DB = BENCH MARK DISK
 DA1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1125_STAMPING: S 351 1962
 DA1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1125+STABILITY: SURFACE MOTION
 DA1125
 DA1125  HISTORY     - Date     Condition        Report By
 DA1125  HISTORY     - 1962     MONUMENTED       CGS
 DA1125
 DA1125                          STATION DESCRIPTION
 DA1125
 DA1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1125'12.3 MI SE FROM TACNA.
 DA1125'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1125'TACNA.  THENCE 6.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1125'WELL, 5.7 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1125'WHICH PROJECTS 16 FEET AND IS NUMBERED 24, 4.6 MILES NORTHWEST OF A
 DA1125'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA1125'NUMBERED 19, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD,
 DA1125'3.0 FEET NORTHEAST OF METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DA1125'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1020 ***********************************************************************
 DA1020  DESIGNATION -  S 352
 DA1020  PID         -  DA1020
 DA1020  STATE/COUNTY-  AZ/YUMA
 DA1020  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1020
 DA1020                         *CURRENT SURVEY CONTROL
 DA1020  ___________________________________________________________________
 DA1020* NAD 83(1986)-  32 26 28.     (N)    113 34 25.     (W)     SCALED    
 DA1020* NAVD 88     -       207.17   (+/-2cm)     679.7    (feet)  VERTCON   
 DA1020  ___________________________________________________________________
 DA1020  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DA1020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1020
 DA1020.The horizontal coordinates were scaled from a topographic map and have
 DA1020.an estimated accuracy of +/- 6 seconds.
 DA1020
 DA1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1020.The vertical order pertains to the NGVD 29 superseded value.
 DA1020
 DA1020.The geoid height was determined by GEOID03.
 DA1020
 DA1020;                    North         East    Units  Estimated Accuracy
 DA1020;SPC AZ W     -   159,800.      229,950.      MT  (+/- 180 meters Scaled)
 DA1020
 DA1020                          SUPERSEDED SURVEY CONTROL
 DA1020
 DA1020  NGVD 29 (??/??/92)  206.523  (m)          677.57   (f) ADJ UNCH    2 0
 DA1020
 DA1020.Superseded values are not recommended for survey control.
 DA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1020.See file dsdata.txt to determine how the superseded data were derived.
 DA1020
 DA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA580922(NAD 83)
 DA1020_MARKER: DB = BENCH MARK DISK
 DA1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1020_SP_SET: 8FT
 DA1020_STAMPING: S 352 1962
 DA1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1020
 DA1020  HISTORY     - Date     Condition        Report By
 DA1020  HISTORY     - 1962     MONUMENTED       CGS
 DA1020
 DA1020                          STATION DESCRIPTION
 DA1020
 DA1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1020'23.85 MI W FROM TONY TANK.
 DA1020'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA1020'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA1020'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA1020'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.85 MILES SOUTH SOUTHWEST ALONG A
 DA1020'TRAIL ROAD THROUGH THE PASS.  THENCE 5.1 MILES WEST ALONG A DIM TRAIL
 DA1020'ROAD, 0.4 MILE NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1020'WHICH PROJECTS 16 FEET AND IS NUMBERED 41, 0.4 MILE EAST NORTHEAST OF
 DA1020'THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD, 18 FEET SOUTHEAST OF
 DA1020'THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTHWEST OF A METAL
 DA1020'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND
 DA1020'CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET
 DA1020'AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0241 ***********************************************************************
 CZ0241  DESIGNATION -  S 354
 CZ0241  PID         -  CZ0241
 CZ0241  STATE/COUNTY-  AZ/PIMA
 CZ0241  USGS QUAD   -  TUCSON (1992)
 CZ0241
 CZ0241                         *CURRENT SURVEY CONTROL
 CZ0241  ___________________________________________________________________
 CZ0241* NAD 83(1986)-  32 08 38.     (N)    110 54 18.     (W)     SCALED    
 CZ0241* NAVD 88     -       805.60   (+/-2cm)    2643.0    (feet)  VERTCON   
 CZ0241  ___________________________________________________________________
 CZ0241  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0241
 CZ0241.The horizontal coordinates were scaled from a topographic map and have
 CZ0241.an estimated accuracy of +/- 6 seconds.
 CZ0241
 CZ0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0241.The vertical order pertains to the NGVD 29 superseded value.
 CZ0241
 CZ0241.The geoid height was determined by GEOID03.
 CZ0241
 CZ0241;                    North         East    Units  Estimated Accuracy
 CZ0241;SPC AZ C     -   127,270.      308,800.      MT  (+/- 180 meters Scaled)
 CZ0241
 CZ0241                          SUPERSEDED SURVEY CONTROL
 CZ0241
 CZ0241  NGVD 29 (??/??/92)  804.995  (m)         2641.05   (f) ADJ UNCH    2 0
 CZ0241
 CZ0241.Superseded values are not recommended for survey control.
 CZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0241.See file dsdata.txt to determine how the superseded data were derived.
 CZ0241
 CZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA089563(NAD 83)
 CZ0241_MARKER: DB = BENCH MARK DISK
 CZ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0241_STAMPING: S 354 1960
 CZ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0241+STABILITY: SURFACE MOTION
 CZ0241
 CZ0241  HISTORY     - Date     Condition        Report By
 CZ0241  HISTORY     - 1960     MONUMENTED       CGS
 CZ0241  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0241  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0241
 CZ0241                          STATION DESCRIPTION
 CZ0241
 CZ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0241'4.7 MI SE FROM TUCSON.
 CZ0241'4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0241'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 252, 76 FEET SOUTHWEST OF
 CZ0241'THE MILE POST, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.8
 CZ0241'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 1.5 FEET NORTHEAST
 CZ0241'OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CZ0241
 CZ0241                          STATION RECOVERY (1980)
 CZ0241
 CZ0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0241'MARK NOT FOUND.
 CZ0241
 CZ0241                          STATION RECOVERY (1990)
 CZ0241
 CZ0241'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0075 ***********************************************************************
 FS0075  DESIGNATION -  S 355
 FS0075  PID         -  FS0075
 FS0075  STATE/COUNTY-  AZ/MOHAVE
 FS0075  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0075
 FS0075                         *CURRENT SURVEY CONTROL
 FS0075  ___________________________________________________________________
 FS0075* NAD 83(1986)-  35 55 16.     (N)    114 37 51.     (W)     SCALED    
 FS0075* NAVD 88     -       631.765  (meters)    2072.72   (feet)  ADJUSTED  
 FS0075  ___________________________________________________________________
 FS0075  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FS0075  DYNAMIC HT  -         631.123 (meters)    2070.61  (feet)  COMP
 FS0075  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 FS0075
 FS0075  VERT ORDER  -  FIRST     CLASS II
 FS0075
 FS0075.The horizontal coordinates were scaled from a topographic map and have
 FS0075.an estimated accuracy of +/- 6 seconds.
 FS0075
 FS0075.The orthometric height was determined by differential leveling
 FS0075.and adjusted in June 1991.
 FS0075
 FS0075.The geoid height was determined by GEOID03.
 FS0075
 FS0075.The dynamic height is computed by dividing the NAVD 88
 FS0075.geopotential number by the normal gravity value computed on the
 FS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0075.degrees latitude (g = 980.6199 gals.).
 FS0075
 FS0075.The modeled gravity was interpolated from observed gravity values.
 FS0075
 FS0075;                    North         East    Units  Estimated Accuracy
 FS0075;SPC AZ W     -   546,140.      133,870.      MT  (+/- 180 meters Scaled)
 FS0075
 FS0075                          SUPERSEDED SURVEY CONTROL
 FS0075
 FS0075  NGVD 29 (??/??/92)  631.057  (m)         2070.39   (f) ADJ UNCH    1 2
 FS0075
 FS0075.Superseded values are not recommended for survey control.
 FS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0075.See file dsdata.txt to determine how the superseded data were derived.
 FS0075
 FS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV137777(NAD 83)
 FS0075_MARKER: DB = BENCH MARK DISK
 FS0075_SETTING: 80 = SET IN A BOULDER
 FS0075_SP_SET: BOULDER
 FS0075_STAMPING: S 355 1963
 FS0075_MARK LOGO: CGS   
 FS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0075+STABILITY: SURFACE MOTION
 FS0075
 FS0075  HISTORY     - Date     Condition        Report By
 FS0075  HISTORY     - 1963     MONUMENTED       CGS
 FS0075  HISTORY     - 1981     GOOD             NGS
 FS0075
 FS0075                          STATION DESCRIPTION
 FS0075
 FS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0075'10.2 MI SE FROM HOOVER DAM.
 FS0075'10.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0075'(ARIZONA) END OF HOOVER DAM, IN THE TOP OF A LARGE BOULDER ON
 FS0075'THE NORTHWEST SIDE OF A WASH, 247 FEET NORTHEAST OF THE CENTER
 FS0075'LINE OF THE HIGHWAY, 240 FEET NORTH-NORTHEAST OF ROADSIDE REST
 FS0075'AREA ONE MILE SIGN, 3.8 FEET NORTHEAST OF A WITNESS POST, ABOUT
 FS0075'8 FEET HIGHER THAN THE HIGHWAY AND ABOUT 8 FEET HIGHER THAN THE
 FS0075'BOTTOM OF THE WASH.
 FS0075
 FS0075                          STATION RECOVERY (1981)
 FS0075
 FS0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0075'16.05 KM (9.95 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0075'END OF HOOVER DAM, ABOUT 150 METERS NORTHEAST OF MILEPOST 10, ABOUT
 FS0075'145 METERS NORTHEAST OF A LARGE DOUBLE BOX CULVERT, IN TOP OF A LARGE
 FS0075'BOULDER ON THE NORTHWEST SIDE OF A WASH, 96.9 METERS (318 FT)
 FS0075'EAST-NORTHEAST OF THE SOUTH END OF A DIRT AND ROCK CUT, 107.6 METERS
 FS0075'(353 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 75.3 METERS
 FS0075'(247 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0075'THE MARK IS 1.2 METERS  E FROM A WITNESS POST.
 FS0075'THE MARK IS 4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0848 ***********************************************************************
 EU0848  DESIGNATION -  S 356
 EU0848  PID         -  EU0848
 EU0848  STATE/COUNTY-  AZ/LA PAZ
 EU0848  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0848
 EU0848                         *CURRENT SURVEY CONTROL
 EU0848  ___________________________________________________________________
 EU0848* NAD 83(1986)-  34 16 18.     (N)    114 03 21.     (W)     SCALED    
 EU0848* NAVD 88     -       154.76   (+/-2cm)     507.7    (feet)  VERTCON   
 EU0848  ___________________________________________________________________
 EU0848  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EU0848  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0848
 EU0848.The horizontal coordinates were scaled from a topographic map and have
 EU0848.an estimated accuracy of +/- 6 seconds.
 EU0848
 EU0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0848.The vertical order pertains to the NGVD 29 superseded value.
 EU0848
 EU0848.The geoid height was determined by GEOID03.
 EU0848
 EU0848;                    North         East    Units  Estimated Accuracy
 EU0848;SPC AZ W     -   362,840.      185,200.      MT  (+/- 180 meters Scaled)
 EU0848
 EU0848                          SUPERSEDED SURVEY CONTROL
 EU0848
 EU0848  NGVD 29 (08/15/05)  154.135  (m)          505.69   (f) ADJUSTED    1 1
 EU0848
 EU0848.Superseded values are not recommended for survey control.
 EU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0848.See file dsdata.txt to determine how the superseded data were derived.
 EU0848
 EU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT710962(NAD 83)
 EU0848_MARKER: DB = BENCH MARK DISK
 EU0848_SETTING: 80 = SET IN A BOULDER
 EU0848_STAMPING: S 356 1976
 EU0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0848+STABILITY: SURFACE MOTION
 EU0848
 EU0848  HISTORY     - Date     Condition        Report By
 EU0848  HISTORY     - 1976     MONUMENTED       NGS
 EU0848
 EU0848                          STATION DESCRIPTION
 EU0848
 EU0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0848'35.05 MI NW FROM BOUSE.
 EU0848'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0848'BOUSE, THENCE 7.1 MILES WEST ALONG THE PLANET RANCH ROAD, IN TOP OF A
 EU0848'2 FT. BY 2 FT. BOULDER, 45 FT. NORTH OF THE CENTERLINE OF THE ROAD,
 EU0848'0.2 MILE EAST OF WHERE A POWER LINE CROSSES THE ROAD.
 EU0848'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0331 ***********************************************************************
 CY0331  DESIGNATION -  S 358
 CY0331  PID         -  CY0331
 CY0331  STATE/COUNTY-  AZ/COCHISE
 CY0331  USGS QUAD   -  BOWIE (1974)
 CY0331
 CY0331                         *CURRENT SURVEY CONTROL
 CY0331  ___________________________________________________________________
 CY0331* NAD 83(1986)-  32 19 04.     (N)    109 27 54.     (W)     SCALED    
 CY0331* NAVD 88     -      1137.50   (+/-2cm)    3731.9    (feet)  VERTCON   
 CY0331  ___________________________________________________________________
 CY0331  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0331
 CY0331.The horizontal coordinates were scaled from a topographic map and have
 CY0331.an estimated accuracy of +/- 6 seconds.
 CY0331
 CY0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0331.The vertical order pertains to the NGVD 29 superseded value.
 CY0331
 CY0331.The geoid height was determined by GEOID03.
 CY0331
 CY0331;                    North         East    Units  Estimated Accuracy
 CY0331;SPC AZ E     -   146,320.      279,430.      MT  (+/- 180 meters Scaled)
 CY0331
 CY0331                          SUPERSEDED SURVEY CONTROL
 CY0331
 CY0331  NGVD 29 (??/??/92) 1136.812  (m)         3729.69   (f) ADJ UNCH    2 0
 CY0331
 CY0331.Superseded values are not recommended for survey control.
 CY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0331.See file dsdata.txt to determine how the superseded data were derived.
 CY0331
 CY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA444766(NAD 83)
 CY0331_MARKER: DB = BENCH MARK DISK
 CY0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0331_STAMPING: S 358 1960
 CY0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0331+STABILITY: SURFACE MOTION
 CY0331
 CY0331  HISTORY     - Date     Condition        Report By
 CY0331  HISTORY     - 1960     MONUMENTED       CGS
 CY0331
 CY0331                          STATION DESCRIPTION
 CY0331
 CY0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0331'1.7 MI E FROM BOWIE.
 CY0331'0.15 MILE EAST OF CAUTION LIGHT AT BOWIE, ARIZONA, ON STATE HIGHWAY
 CY0331'86, THENCE 0.5 MILE SOUTH ON BLACKTOP ROAD TO IRRIGATION CANAL AND
 CY0331'FARM ROAD ON EAST, THENCE 1.1 MILES EAST ON THE DIRT ROAD TO MARK, 31
 CY0331'FEET NORTH OF FENCE, 31 FEET EAST OF CENTER OF A DIRT ROAD LEADING
 CY0331'NORTH BETWEEN TWO COTTON FIELDS, 8 FEET SOUTH OF IRRIGATION CANAL, 2
 CY0331'FEET EAST OF WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CY0331'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1047 ***********************************************************************
 DU1047  DESIGNATION -  S 360
 DU1047  PID         -  DU1047
 DU1047  STATE/COUNTY-  AZ/PINAL
 DU1047  USGS QUAD   -  SACATON BUTTE (1967)
 DU1047
 DU1047                         *CURRENT SURVEY CONTROL
 DU1047  ___________________________________________________________________
 DU1047* NAD 83(1986)-  33 01 33.     (N)    111 59 51.     (W)     SCALED    
 DU1047* NAVD 88     -       367.675  (meters)    1206.28   (feet)  ADJUSTED  
 DU1047  ___________________________________________________________________
 DU1047  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DU1047  DYNAMIC HT  -         367.231 (meters)    1204.82  (feet)  COMP
 DU1047  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 DU1047  OBS GRAVITY -     979,417.7   (mgal)                       GRAV_OBS
 DU1047
 DU1047  VERT ORDER  -  FIRST     CLASS II
 DU1047
 DU1047.The horizontal coordinates were scaled from a topographic map and have
 DU1047.an estimated accuracy of +/- 6 seconds.
 DU1047
 DU1047.The orthometric height was determined by differential leveling
 DU1047.and adjusted in June 1991.
 DU1047
 DU1047.The geoid height was determined by GEOID03.
 DU1047
 DU1047.The dynamic height is computed by dividing the NAVD 88
 DU1047.geopotential number by the normal gravity value computed on the
 DU1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1047.degrees latitude (g = 980.6199 gals.).
 DU1047
 DU1047.The modeled gravity was interpolated from observed gravity values.
 DU1047.The observed gravity was obtained from relative gravimeter ties
 DU1047.to the IGSN71 gravity network.
 DU1047
 DU1047;                    North         East    Units  Estimated Accuracy
 DU1047;SPC AZ C     -   224,620.      205,810.      MT  (+/- 180 meters Scaled)
 DU1047
 DU1047                          SUPERSEDED SURVEY CONTROL
 DU1047
 DU1047  NGVD 29 (??/??/92)  367.335  (m)         1205.16   (f) ADJ UNCH    1 2
 DU1047
 DU1047.Superseded values are not recommended for survey control.
 DU1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1047.See file dsdata.txt to determine how the superseded data were derived.
 DU1047
 DU1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB068545(NAD 83)
 DU1047_MARKER: DB = BENCH MARK DISK
 DU1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1047_SP_SET: SCALE ENCLOSURE
 DU1047_STAMPING: S 360 1967
 DU1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1047+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2006
 DU1047
 DU1047  HISTORY     - Date     Condition        Report By
 DU1047  HISTORY     - 1967     MONUMENTED       CGS
 DU1047  HISTORY     - 1980     GOOD             NGS
 DU1047  HISTORY     - 1980     GOOD             NGS
 DU1047  HISTORY     - 20061010 GOOD             GEOCAC
 DU1047
 DU1047                          STATION DESCRIPTION
 DU1047
 DU1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1047'3.8 MI SE FROM MARICOPA.
 DU1047'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DU1047'MARICOPA, THENCE 3.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DU1047'RAILROAD, IN S 1, T 5 S, R 3 E, AT THE PAPAGO GIN TRUCK SCALES, 284
 DU1047'FEET NORTHEAST AND ACROSS A PAVED ROAD FROM THE NORTHEAST RAIL OF THE
 DU1047'MAIN TRACK, SET IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE SOUTHWEST
 DU1047'CORNER OF THE CONCRETE SCALE ENCLOSURE, 218 FEET WEST OF THE CENTER
 DU1047'LINE OF A NORTH-SOUTH GRAVELED ROAD, 154 FEET NORTHEAST OF THE CENTER
 DU1047'LINE OF A PAVED ROAD, 6.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 DU1047'SMALL WOODEN OFFICE BUILDING, AND ABOUT LEVEL WITH THE GROUND.
 DU1047
 DU1047                          STATION RECOVERY (1980)
 DU1047
 DU1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1047'RECOVERED IN GOOD CONDITION.
 DU1047
 DU1047                          STATION RECOVERY (1980)
 DU1047
 DU1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1047'RECOVERED IN GOOD CONDITION.
 DU1047
 DU1047                          STATION RECOVERY (2006)
 DU1047
 DU1047'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0803 ***********************************************************************
 DV0803  DESIGNATION -  S 361
 DV0803  PID         -  DV0803
 DV0803  STATE/COUNTY-  AZ/MARICOPA
 DV0803  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0803
 DV0803                         *CURRENT SURVEY CONTROL
 DV0803  ___________________________________________________________________
 DV0803* NAD 83(1986)-  33 13 20.     (N)    112 44 56.     (W)     SCALED    
 DV0803* NAVD 88     -       229.070  (meters)     751.54   (feet)  ADJUSTED  
 DV0803  ___________________________________________________________________
 DV0803  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV0803  DYNAMIC HT  -         228.806 (meters)     750.67  (feet)  COMP
 DV0803  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 DV0803
 DV0803  VERT ORDER  -  FIRST     CLASS II
 DV0803
 DV0803.The horizontal coordinates were scaled from a topographic map and have
 DV0803.an estimated accuracy of +/- 6 seconds.
 DV0803
 DV0803.The orthometric height was determined by differential leveling
 DV0803.and adjusted in June 1991.
 DV0803
 DV0803.The geoid height was determined by GEOID03.
 DV0803
 DV0803.The dynamic height is computed by dividing the NAVD 88
 DV0803.geopotential number by the normal gravity value computed on the
 DV0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0803.degrees latitude (g = 980.6199 gals.).
 DV0803
 DV0803.The modeled gravity was interpolated from observed gravity values.
 DV0803
 DV0803;                    North         East    Units  Estimated Accuracy
 DV0803;SPC AZ C     -   246,700.      135,790.      MT  (+/- 180 meters Scaled)
 DV0803
 DV0803                          SUPERSEDED SURVEY CONTROL
 DV0803
 DV0803  NGVD 29 (??/??/92)  228.429  (m)          749.44   (f) ADJ UNCH    1 2
 DV0803
 DV0803.Superseded values are not recommended for survey control.
 DV0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0803.See file dsdata.txt to determine how the superseded data were derived.
 DV0803
 DV0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB370772(NAD 83)
 DV0803_MARKER: DB = BENCH MARK DISK
 DV0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0803_STAMPING: S 361 1967
 DV0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0803+STABILITY: SURFACE MOTION
 DV0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0803+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0803
 DV0803  HISTORY     - Date     Condition        Report By
 DV0803  HISTORY     - 1967     MONUMENTED       CGS
 DV0803  HISTORY     - 1981     GOOD             NGS
 DV0803  HISTORY     - 20001226 GOOD             NGS
 DV0803  HISTORY     - 20050902 GOOD             INDIV
 DV0803  HISTORY     - 20070413 GOOD             GEOCAC
 DV0803
 DV0803                          STATION DESCRIPTION
 DV0803
 DV0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0803'9.5 MI SW FROM ARLINGTON.
 DV0803'9.5 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0803'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0803'27, T 2 S, R 5 W, ABOUT 0.25 MILE NORTHWEST OF A SMALL GROVE OF CEDAR
 DV0803'TREES AND A CROSSING OF THE HIGHWAY AND A POWER LINE, 49 1/2 FEET
 DV0803'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 116 FEET NORTHWEST OF A
 DV0803'POWER POLE, 1 1/2 FEET NORTHEAST OF A FENCE, 1.3 FEET SOUTH OF A METAL
 DV0803'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DV0803'CONCRETE POST PROJECTING 5 INCHES.
 DV0803
 DV0803                          STATION RECOVERY (1981)
 DV0803
 DV0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0803'RECOVERED IN GOOD CONDITION.
 DV0803
 DV0803                          STATION RECOVERY (2000)
 DV0803
 DV0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV0803'STATION IS 11.6 METERS FROM MILE MARKER 21 (SOUTH/WEST SIDE OF ROAD)
 DV0803'ON MAGNETIC BEARING 244 DEGREES.  FENCE AND WITNESS POST MENTIONED IN
 DV0803'DESCRIPTION ARE DOWN.
 DV0803
 DV0803                          STATION RECOVERY (2005)
 DV0803
 DV0803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 DV0803'IT IS AT MILE POST 22.006. NEW COORDINATES WERE OBTAINED BY A HAND
 DV0803'HELD GPS. N 33 13'21.1 W 112 44'56.0.
 DV0803
 DV0803                          STATION RECOVERY (2007)
 DV0803
 DV0803'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0747 ***********************************************************************
 DV0747  DESIGNATION -  S 362
 DV0747  PID         -  DV0747
 DV0747  STATE/COUNTY-  AZ/MARICOPA
 DV0747  USGS QUAD   -  TONOPAH (1984)
 DV0747
 DV0747                         *CURRENT SURVEY CONTROL
 DV0747  ___________________________________________________________________
 DV0747* NAD 83(1986)-  33 29 38.     (N)    112 53 04.     (W)     SCALED    
 DV0747* NAVD 88     -       337.977  (meters)    1108.85   (feet)  ADJUSTED  
 DV0747  ___________________________________________________________________
 DV0747  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV0747  DYNAMIC HT  -         337.580 (meters)    1107.54  (feet)  COMP
 DV0747  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 DV0747
 DV0747  VERT ORDER  -  FIRST     CLASS II
 DV0747
 DV0747.The horizontal coordinates were scaled from a topographic map and have
 DV0747.an estimated accuracy of +/- 6 seconds.
 DV0747
 DV0747.The orthometric height was determined by differential leveling
 DV0747.and adjusted in June 1991.
 DV0747
 DV0747.The geoid height was determined by GEOID03.
 DV0747
 DV0747.The dynamic height is computed by dividing the NAVD 88
 DV0747.geopotential number by the normal gravity value computed on the
 DV0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0747.degrees latitude (g = 980.6199 gals.).
 DV0747
 DV0747.The modeled gravity was interpolated from observed gravity values.
 DV0747
 DV0747;                    North         East    Units  Estimated Accuracy
 DV0747;SPC AZ C     -   276,940.      123,430.      MT  (+/- 180 meters Scaled)
 DV0747
 DV0747                          SUPERSEDED SURVEY CONTROL
 DV0747
 DV0747  NGVD 29 (??/??/92)  337.351  (m)         1106.79   (f) ADJ UNCH    1 2
 DV0747
 DV0747.Superseded values are not recommended for survey control.
 DV0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0747.See file dsdata.txt to determine how the superseded data were derived.
 DV0747
 DV0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC249076(NAD 83)
 DV0747_MARKER: DB = BENCH MARK DISK
 DV0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0747_SP_SET: 16 FEET
 DV0747_STAMPING: S 362 1967
 DV0747_PROJECTION: RECESSED 45 CENTIMETERS
 DV0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0747_ROD/PIPE-DEPTH: 4.8  meters
 DV0747
 DV0747  HISTORY     - Date     Condition        Report By
 DV0747  HISTORY     - 1967     MONUMENTED       CGS
 DV0747  HISTORY     - 1981     GOOD             NGS
 DV0747  HISTORY     - 20010420 MARK NOT FOUND   MCDOT
 DV0747
 DV0747                          STATION DESCRIPTION
 DV0747
 DV0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0747'3.25 MI E FROM TONOPAH.
 DV0747'3.25 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0747'TONOPAH, IN S 21, T 2 N, R 6 W, 0.1 MILE WEST OF A FARMHOUSE ON THE
 DV0747'NORTH SIDE OF THE ROAD, 0.7 MILE WEST OF THE RUTH FISHER SCHOOL, 34
 DV0747'FEET NORTH OF THE CENTER LINE OF THE ROAD, 47 FEET EAST OF THE CENTER
 DV0747'LINE OF A GRADED DIRT ROAD, 11 FEET EAST OF POWER POLE NUMBER 17-12, 1
 DV0747'1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 DV0747'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 DV0747'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED
 DV0747'IN A 5-INCH IRON PIPE PROJECTING 5 INCHES.
 DV0747
 DV0747                          STATION RECOVERY (1981)
 DV0747
 DV0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0747'5.2 KM (3.25 MI) EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0747'AT TONOPAH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF 387TH
 DV0747'AVENUE, 1.3 KM (0.8 MI) WEST OF THE RUTH FISHER SCHOOL, 9.7 METERS
 DV0747'(32 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 15 METERS (49 FT) EAST
 DV0747'OF THE CENTERLINE OF THE AVENUE, 21.3 METERS (70 FT) NORTH OF AND
 DV0747'ACROSS THE ROAD FROM POWER LINE POLE 81, 23 METERS (75.5 FT) EAST OF
 DV0747'AND ACROSS THE AVENUE FROM POWER LINE POLE 17/12, 1 METER (3.3 FT)
 DV0747'BELOW THE TOP OF THE WITNESS POST.
 DV0747'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 DV0747'THE MARK IS 0.6 M BELOW INDIAN SCHOOL ROAD.
 DV0747
 DV0747                          STATION RECOVERY (2001)
 DV0747
 DV0747'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
 DV0747' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1044 ***********************************************************************
 CZ1044  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ1044  DESIGNATION -  S 363
 CZ1044  PID         -  CZ1044
 CZ1044  STATE/COUNTY-  AZ/PINAL
 CZ1044  USGS QUAD   -  ELOY NORTH (1992)
 CZ1044
 CZ1044                         *CURRENT SURVEY CONTROL
 CZ1044  ___________________________________________________________________
 CZ1044* NAD 83(2007)-  32 45 15.79747(N)    111 33 33.80584(W)     ADJUSTED  
 CZ1044* NAVD 88     -       473.51   (meters)    1553.5    (feet)  GPS OBS   
 CZ1044  ___________________________________________________________________
 CZ1044  EPOCH DATE  -        2007.00
 CZ1044  X           -  -1,973,155.072 (meters)                     COMP
 CZ1044  Y           -  -4,993,959.265 (meters)                     COMP
 CZ1044  Z           -   3,431,322.354 (meters)                     COMP
 CZ1044  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 CZ1044  ELLIP HEIGHT-         443.428 (meters)          (04/23/08) ADJUSTED
 CZ1044  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1044  OBS GRAVITY -     979,359.2   (mgal)                       GRAV_OBS
 CZ1044
 CZ1044  HORZ ORDER  -  B
 CZ1044  ELLP ORDER  -  FOURTH    CLASS I
 CZ1044
 CZ1044.The horizontal coordinates were established by GPS observations
 CZ1044.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ1044
 CZ1044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1044.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1044.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1044.The epoch date for horizontal control is a decimal equivalence
 CZ1044.of Year/Month/Day.
 CZ1044
 CZ1044.The orthometric height was determined by GPS observations and a
 CZ1044.high-resolution geoid model.
 CZ1044.The orthometric height was determined by GPS observations and a
 CZ1044.high-resolution geoid model using precise GPS observation and
 CZ1044.processing techniques. It supersedes the leveled height previously
 CZ1044.determined for this station.
 CZ1044
 CZ1044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1044
 CZ1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1044
 CZ1044.The ellipsoidal height was determined by GPS observations
 CZ1044.and is referenced to NAD 83.
 CZ1044
 CZ1044.The geoid height was determined by GEOID03.
 CZ1044.The observed gravity was obtained from relative gravimeter ties
 CZ1044.to the IGSN71 gravity network.
 CZ1044
 CZ1044;                    North         East     Units Scale Factor Converg.
 CZ1044;SPC AZ C     -   194,571.830   246,837.550   MT  0.99991381   +0 11 35.9
 CZ1044;SPC AZ C     -   638,359.02    809,834.48   iFT  0.99991381   +0 11 35.9
 CZ1044;UTM  12      - 3,624,197.330   447,599.417   MT  0.99963386   -0 18 09.6
 CZ1044
 CZ1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1044!SPC AZ C     -   0.99993038  x   0.99991381  =   0.99984420
 CZ1044!UTM  12      -   0.99993038  x   0.99963386  =   0.99956427
 CZ1044
 CZ1044                          SUPERSEDED SURVEY CONTROL
 CZ1044
 CZ1044  NAVD 88 (11/29/93)  473.598  (m)         1553.80   (f) ADJUSTED    1 2
 CZ1044  NAVD 88 (06/15/91)  473.802  (m)         1554.47   (f) UNKNOWN     1 2
 CZ1044
 CZ1044.Superseded values are not recommended for survey control.
 CZ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1044.See file dsdata.txt to determine how the superseded data were derived.
 CZ1044
 CZ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4759924197(NAD 83)
 CZ1044_MARKER: DB = BENCH MARK DISK
 CZ1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1044_SP_SET: CONCRETE POST
 CZ1044_STAMPING: S 363 1967
 CZ1044_MARK LOGO: CGS   
 CZ1044_PROJECTION: PROJECTING 15 CENTIMETERS
 CZ1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1044+STABILITY: SURFACE MOTION
 CZ1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1044+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1044
 CZ1044  HISTORY     - Date     Condition        Report By
 CZ1044  HISTORY     - 1967     MONUMENTED       CGS
 CZ1044  HISTORY     - 1980     GOOD             NGS
 CZ1044  HISTORY     - 1980     GOOD             NGS
 CZ1044  HISTORY     - 1984     GOOD             NGS
 CZ1044  HISTORY     - 19911205 GOOD             NGS
 CZ1044  HISTORY     - 20060831 GOOD             PSOMAS
 CZ1044  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1044
 CZ1044                          STATION DESCRIPTION
 CZ1044
 CZ1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1044'0.3 MI NW FROM ELOY.
 CZ1044'ABOUT 0.3 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1044'STATION AT ELOY, IN S 6, T 8 S, R 8 E, 5 FEET NORTHWEST OF THE 1ST
 CZ1044'POLE NORTHWEST OF MILEPOST NUMBER 933, 46 FEET NORTHEAST OF THE
 CZ1044'NORTHEAST RAIL OF THE MAIN TRACK, 24 FEET NORTHEAST OF THE NORTHEAST
 CZ1044'RAIL OF A SIDETRACK, 79 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CZ1044'SOUTHWEST TRAFFIC LANE OF STATE HIGHWAY 84, 1.5 FEET SOUTHEAST OF A
 CZ1044'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 3 FEET BELOW
 CZ1044'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 CZ1044'PROJECTING 5 INCHES.
 CZ1044
 CZ1044                          STATION RECOVERY (1980)
 CZ1044
 CZ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1044'THE MARK IS 1 M BELOW THE MAIN TRACK.
 CZ1044'22.7 KILOMETERS (14.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1044'RAILROAD FROM THE STATION AT CASA GRANDE, 0.55 KILOMETER (0.35 MILE)
 CZ1044'NORTHWEST OF THE INTERSECTION OF THE RAILROAD AND MAIN STREET IN
 CZ1044'ELOY, 6 RAILS SOUTHEAST OF THE JUNCTION OF A SIDE TRACK AND THE
 CZ1044'MAIN TRACK, 14 METERS (46 FEET) NORTHEAST OF THE NORTHEAST RAIL OF
 CZ1044'THE MAIN TRACK, 57.7 METERS (190 FEET) NORTHWEST OF RAILROAD MILE
 CZ1044'POST 933, 24.1 METERS (79 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ1044'NORTHWEST BOUND TRAFFIC LANES OF STATE HIGHWAY 84 AND 7.3 METERS
 CZ1044'(24 FEET) NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK.
 CZ1044'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1044
 CZ1044                          STATION RECOVERY (1980)
 CZ1044
 CZ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1044'THE MARK IS 1 M BELOW THE MAIN TRACK.
 CZ1044'22.7 KILOMETERS (14.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1044'RAILROAD FROM THE STATION AT CASA GRANDE, 0.55 KILOMETER (0.35 MILE)
 CZ1044'NORTHWEST OF THE INTERSECTION OF THE RAILROAD AND MAIN STREET IN
 CZ1044'ELOY, 6 RAILS SOUTHEAST OF THE JUNCTION OF A SIDE TRACK AND THE
 CZ1044'MAIN TRACK, 14 METERS (46 FEET) NORTHEAST OF THE NORTHEAST RAIL OF
 CZ1044'THE MAIN TRACK, 57.7 METERS (190 FEET) NORTHWEST OF RAILROAD MILE
 CZ1044'POST 933, 24.1 METERS (79 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ1044'NORTHWEST BOUND TRAFFIC LANES OF STATE HIGHWAY 84 AND 7.3 METERS
 CZ1044'(24 FEET) NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK.
 CZ1044'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1044
 CZ1044                          STATION RECOVERY (1984)
 CZ1044
 CZ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1044'RECOVERED IN GOOD CONDITION.
 CZ1044
 CZ1044                          STATION RECOVERY (1991)
 CZ1044
 CZ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1044'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1044'ELOY, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1044'57.3 M (188.0 FT) NORTHWEST OF RAILROAD MILEPOST NUMBER 933, 24.2 M
 CZ1044'(79.4 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 CZ1044'SOUTHBOUND LANES OF THE HIGHWAY, 17.3 M (56.8 FT) SOUTHWEST OF A
 CZ1044'CHAIN-LINK FENCE, 14.2 M (46.6 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CZ1044'MAIN TRACK OF THE SOUTHERN PACIFIC RAILROAD, 0.8 M (2.6 FT) SOUTHEAST
 CZ1044'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE
 CZ1044'THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED.
 CZ1044
 CZ1044                          STATION RECOVERY (2006)
 CZ1044
 CZ1044'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PM)
 CZ1044'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CZ1044' 
 CZ1044'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF CHUICHU, 9.4 MI
 CZ1044'(15.2 KM) NORTH OF FRIENDLY CORNERS AND 0.3 MI (0.5 KM) WEST-SOUTHWEST
 CZ1044'OF ELOY.   TO REACH FROM THE INTERSECTION OF SUNSHINE BOULEVARD AND
 CZ1044'INTERSTATE 10, HEAD NORTH ON SUNSHINE BOULEVARD FOR 1.0 MI (1.6 KM) TO
 CZ1044'STATE HIGHWAY 84.  TURN LEFT AND HEAD NORTHWEST ON STATE HIGHWAY 84
 CZ1044'FOR 0.2 MI (0.3 KM).  THE STATION IS ON THE LEFT BETWEEN THE HIGHWAY
 CZ1044'AND THE RAILROAD TRACKS, 45 FT (14 M) NORTH OF THE NORTH TRACKS AND 60
 CZ1044'FT (18 M) SOUTH OF EDGE OF PAVEMENT OF THE HIGHWAY.  THE MARK IS ON
 CZ1044'TOP OF A 1.0 FT (0.3 M) DIAMETER, 0.5 FT (0.2 M) HIGH CONCRETE
 CZ1044'MONUMENT.
 CZ1044
 CZ1044                          STATION RECOVERY (2007)
 CZ1044
 CZ1044'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0681 ***********************************************************************
 DU0681  DESIGNATION -  S 364
 DU0681  PID         -  DU0681
 DU0681  STATE/COUNTY-  AZ/MARICOPA
 DU0681  USGS QUAD   -  HIGLEY (1981)
 DU0681
 DU0681                         *CURRENT SURVEY CONTROL
 DU0681  ___________________________________________________________________
 DU0681* NAD 83(1986)-  33 15 23.     (N)    111 38 03.     (W)     SCALED    
 DU0681* NAVD 88     -       426.663  (meters)    1399.81   (feet)  ADJUSTED  
 DU0681  ___________________________________________________________________
 DU0681  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0681  DYNAMIC HT  -         426.148 (meters)    1398.12  (feet)  COMP
 DU0681  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 DU0681  OBS GRAVITY -     979,416.1   (mgal)                       GRAV_OBS
 DU0681
 DU0681  VERT ORDER  -  FIRST     CLASS II
 DU0681
 DU0681.The horizontal coordinates were scaled from a topographic map and have
 DU0681.an estimated accuracy of +/- 6 seconds.
 DU0681
 DU0681.The orthometric height was determined by differential leveling
 DU0681.and adjusted in November 1993.
 DU0681
 DU0681.The geoid height was determined by GEOID03.
 DU0681
 DU0681.The dynamic height is computed by dividing the NAVD 88
 DU0681.geopotential number by the normal gravity value computed on the
 DU0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0681.degrees latitude (g = 980.6199 gals.).
 DU0681
 DU0681.The modeled gravity was interpolated from observed gravity values.
 DU0681.The observed gravity was obtained from relative gravimeter ties
 DU0681.to the IGSN71 gravity network.
 DU0681
 DU0681;                    North         East    Units  Estimated Accuracy
 DU0681;SPC AZ C     -   250,220.      239,680.      MT  (+/- 180 meters Scaled)
 DU0681
 DU0681                          SUPERSEDED SURVEY CONTROL
 DU0681
 DU0681  NGVD 29 (??/??/92)  426.942  (m)         1400.73   (f) ADJ UNCH    1 2
 DU0681
 DU0681.Superseded values are not recommended for survey control.
 DU0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0681.See file dsdata.txt to determine how the superseded data were derived.
 DU0681
 DU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB409798(NAD 83)
 DU0681_MARKER: DB = BENCH MARK DISK
 DU0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0681_SP_SET: HEADWALL
 DU0681_STAMPING: S 364 1967
 DU0681_MARK LOGO: CGS   
 DU0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0681+STABILITY: SURFACE MOTION
 DU0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0681+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DU0681
 DU0681  HISTORY     - Date     Condition        Report By
 DU0681  HISTORY     - 1967     MONUMENTED       CGS
 DU0681  HISTORY     - 19920110 GOOD             NGS
 DU0681  HISTORY     - 20060913 GOOD             GEOCAC
 DU0681
 DU0681                          STATION DESCRIPTION
 DU0681
 DU0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0681'0.4 MI S FROM QUEEN CREEK.
 DU0681'ABOUT 0.4 MILE SOUTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0681'SCHOOL AT QUEEN CREEK, IN S 15, T 2 S, R 7 E, AT THE CROSSING OF THE
 DU0681'SOUTHERN PACIFIC RAILROAD AND ELLSWORTH AVENUE, 27 FEET SOUTHWEST OF
 DU0681'THE SOUTHWEST RAIL OF THE TRACKS, 48 FEET EAST OF THE CENTER LINE OF
 DU0681'THE AVENUE, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 DU0681'WALL OF AN 18-INCH CONCRETE CULVERT UNDER THE AVENUE, AND ABOUT 1 FOOT
 DU0681'BELOW THE LEVEL OF THE AVENUE.
 DU0681
 DU0681                          STATION RECOVERY (1992)
 DU0681
 DU0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0681'1.0 KM (0.60 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0681'IN QUEEN CREEK, IN TOP OF AND 0.7 M (2.3 FT) SOUTHWEST OF THE
 DU0681'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER
 DU0681'ELLSWORTH ROAD, 8.7 M (28.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DU0681'NORTHBOUND LANES OF THE ROAD, 8.1 M (26.6 FT) SOUTHWEST OF THE NEAR
 DU0681'RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 0.2 M (0.7 FT) BELOW THE
 DU0681'LEVEL OF THE ROAD.
 DU0681
 DU0681                          STATION RECOVERY (2006)
 DU0681
 DU0681'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0004 ***********************************************************************
 DV0004  DESIGNATION -  S 365
 DV0004  PID         -  DV0004
 DV0004  STATE/COUNTY-  AZ/MARICOPA
 DV0004  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0004
 DV0004                         *CURRENT SURVEY CONTROL
 DV0004  ___________________________________________________________________
 DV0004* NAD 83(1986)-  33 31 05.     (N)    112 00 46.     (W)     SCALED    
 DV0004* NAVD 88     -       381.39   (+/-2cm)    1251.3    (feet)  VERTCON   
 DV0004  ___________________________________________________________________
 DV0004  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0004
 DV0004.The horizontal coordinates were scaled from a topographic map and have
 DV0004.an estimated accuracy of +/- 6 seconds.
 DV0004
 DV0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0004.The vertical order pertains to the NGVD 29 superseded value.
 DV0004
 DV0004.The geoid height was determined by GEOID03.
 DV0004
 DV0004;                    North         East    Units  Estimated Accuracy
 DV0004;SPC AZ C     -   279,210.      204,430.      MT  (+/- 180 meters Scaled)
 DV0004
 DV0004                          SUPERSEDED SURVEY CONTROL
 DV0004
 DV0004  NGVD 29 (??/??/92)  380.798  (m)         1249.33   (f) ADJ UNCH    1 2
 DV0004
 DV0004.Superseded values are not recommended for survey control.
 DV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0004.See file dsdata.txt to determine how the superseded data were derived.
 DV0004
 DV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC059091(NAD 83)
 DV0004_MARKER: DB = BENCH MARK DISK
 DV0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0004_SP_SET: RETAINING WALL
 DV0004_STAMPING: S 365 1967
 DV0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0004
 DV0004  HISTORY     - Date     Condition        Report By
 DV0004  HISTORY     - 1967     MONUMENTED       CGS
 DV0004  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0004  HISTORY     - 20070628 MARK NOT FOUND   GEOCAC
 DV0004
 DV0004                          STATION DESCRIPTION
 DV0004
 DV0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0004'4.85 MI SE FROM SUNNYSLOPE.
 DV0004'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0004'SUNNYSLOPE, THENCE 4.3 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0004'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 14, T 2
 DV0004'N, R 3 E, 42 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD ALONG THE
 DV0004'CANAL, 70 FEET WEST OF THE CENTER LINE OF 32ND STREET, SET IN THE TOP
 DV0004'OF THE WEST END OF THE SOUTH CONCRETE RETAINING WALL OF A DOUBLE
 DV0004'CHANNEL FLOODGATE IN THE ARIZONA CANAL, 55 FEET WEST OF THE WEST
 DV0004'CONCRETE BANNISTER OF THE 32ND STREET BRIDGE OF THE ARIZONA CANAL, 12
 DV0004'FEET WEST OF A METAL FOOTBRIDGE OVER THE CANAL, AND ABOUT LEVEL WITH
 DV0004'THE DIRT ROAD.
 DV0004
 DV0004                          STATION RECOVERY (1981)
 DV0004
 DV0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0004'THE MARK IS BELIEVED COVERED WITH NEW CONCRETE ON TOP OF THE
 DV0004'RETAINING WALL.
 DV0004
 DV0004                          STATION RECOVERY (2007)
 DV0004
 DV0004'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0004'THE FLOODGATE HAS BEEN COMPLETELY REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0076 ***********************************************************************
 DV0076  DESIGNATION -  S 366
 DV0076  PID         -  DV0076
 DV0076  STATE/COUNTY-  AZ/MARICOPA
 DV0076  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0076
 DV0076                         *CURRENT SURVEY CONTROL
 DV0076  ___________________________________________________________________
 DV0076* NAD 83(1986)-  33 44 06.     (N)    112 18 02.     (W)     SCALED    
 DV0076* NAVD 88     -       402.052  (meters)    1319.07   (feet)  ADJUSTED  
 DV0076  ___________________________________________________________________
 DV0076  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV0076  DYNAMIC HT  -         401.586 (meters)    1317.54  (feet)  COMP
 DV0076  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 DV0076
 DV0076  VERT ORDER  -  FIRST     CLASS II
 DV0076
 DV0076.The horizontal coordinates were scaled from a topographic map and have
 DV0076.an estimated accuracy of +/- 6 seconds.
 DV0076
 DV0076.The orthometric height was determined by differential leveling
 DV0076.and adjusted in June 1991.
 DV0076
 DV0076.The geoid height was determined by GEOID03.
 DV0076
 DV0076.The dynamic height is computed by dividing the NAVD 88
 DV0076.geopotential number by the normal gravity value computed on the
 DV0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0076.degrees latitude (g = 980.6199 gals.).
 DV0076
 DV0076.The modeled gravity was interpolated from observed gravity values.
 DV0076
 DV0076;                    North         East    Units  Estimated Accuracy
 DV0076;SPC AZ C     -   303,330.      177,790.      MT  (+/- 180 meters Scaled)
 DV0076
 DV0076                          SUPERSEDED SURVEY CONTROL
 DV0076
 DV0076  NGVD 29 (??/??/92)  401.423  (m)         1317.00   (f) ADJ UNCH    1 2
 DV0076
 DV0076.Superseded values are not recommended for survey control.
 DV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0076.See file dsdata.txt to determine how the superseded data were derived.
 DV0076
 DV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC795335(NAD 83)
 DV0076_MARKER: DB = BENCH MARK DISK
 DV0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0076_SP_SET: FOUNDATION
 DV0076_STAMPING: S 366 1967
 DV0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0076+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV0076
 DV0076  HISTORY     - Date     Condition        Report By
 DV0076  HISTORY     - 1967     MONUMENTED       CGS
 DV0076  HISTORY     - 1981     GOOD             NGS
 DV0076  HISTORY     - 20071102 GOOD             GEOCAC
 DV0076
 DV0076                          STATION DESCRIPTION
 DV0076
 DV0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0076'14.55 MI NW FROM EL MIRAGE.
 DV0076'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0076'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 7.55 MILES
 DV0076'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0076'BEARDSLEY CANAL, OR ABOUT 6.25 MILES NORTH ALONG 107TH AVENUE FROM THE
 DV0076'KINGS INN AT SUN CITY, THENCE 2.45 MILES NORTH ALONG A GRAVELED ROAD,
 DV0076'THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST
 DV0076'ALONG A TRAIL ROAD, IN SECTION 31, T 5 N, R 1 E, 68 YARDS NORTH OF THE
 DV0076'CENTER OF THE CROSSING OF THE TRAIL ROAD AND THE BEARDSLEY CANAL
 DV0076'VIADUCT, BELOW AND NEAR THE EAST END OF THE BEARDSLEY CANAL VIADUCT
 DV0076'WHICH CROSSES ABOVE A GRAVELED WASH AND A PRIVATE TRAIL ROAD, SET IN
 DV0076'THE CENTER OF THE TOP OF THE CONCRETE FOUNDATION SUPPORTING THE 2ND
 DV0076'SET OF 2 METAL LEGS WEST OF THE EAST END OF THE VIADUCT, 20 FEET WEST
 DV0076'OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF
 DV0076'THE GROUND AND ABOUT LEVEL WITH THE TRAIL ROAD.
 DV0076
 DV0076                          STATION RECOVERY (1981)
 DV0076
 DV0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0076'RECOVERED IN GOOD CONDITION.
 DV0076
 DV0076                          STATION RECOVERY (2007)
 DV0076
 DV0076'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0076'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0076'33 44 06.1 (N)   112 18 02.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0218 ***********************************************************************
 DA0218  DESIGNATION -  S 37
 DA0218  PID         -  DA0218
 DA0218  STATE/COUNTY-  AZ/PIMA
 DA0218  USGS QUAD   -  GURLI PUT VO (1990)
 DA0218
 DA0218                         *CURRENT SURVEY CONTROL
 DA0218  ___________________________________________________________________
 DA0218* NAD 83(1986)-  32 07 45.     (N)    112 04 49.     (W)     SCALED    
 DA0218* NAVD 88     -       689.84   (+/-2cm)    2263.3    (feet)  VERTCON   
 DA0218  ___________________________________________________________________
 DA0218  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DA0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0218
 DA0218.The horizontal coordinates were scaled from a topographic map and have
 DA0218.an estimated accuracy of +/- 6 seconds.
 DA0218
 DA0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0218.The vertical order pertains to the NGVD 29 superseded value.
 DA0218
 DA0218.The geoid height was determined by GEOID03.
 DA0218
 DA0218;                    North         East    Units  Estimated Accuracy
 DA0218;SPC AZ C     -   125,200.      197,920.      MT  (+/- 180 meters Scaled)
 DA0218
 DA0218                          SUPERSEDED SURVEY CONTROL
 DA0218
 DA0218  NGVD 29 (??/??/92)  689.148  (m)         2260.98   (f) ADJ UNCH    2 0
 DA0218
 DA0218.Superseded values are not recommended for survey control.
 DA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0218.See file dsdata.txt to determine how the superseded data were derived.
 DA0218
 DA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA981552(NAD 83)
 DA0218_MARKER: DB = BENCH MARK DISK
 DA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0218_STAMPING: 2261.118 S 37 1933
 DA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0218+STABILITY: SURFACE MOTION
 DA0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0218+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DA0218
 DA0218  HISTORY     - Date     Condition        Report By
 DA0218  HISTORY     - 1933     MONUMENTED       CGS
 DA0218  HISTORY     - 1934     GOOD             NGS
 DA0218  HISTORY     - 1988     GOOD             USPSQD
 DA0218  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0218  HISTORY     - 20020402 GOOD             INDIV
 DA0218  HISTORY     - 20060828 GOOD             TOHONO
 DA0218
 DA0218                          STATION DESCRIPTION
 DA0218
 DA0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0218'20.9 MI NW FROM SELLS.
 DA0218'20.9 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 DA0218'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 4.4 MILES EAST OF
 DA0218'SAVAGES STORE (IN 1934), AT A LONG CURVE IN THE HIGHWAY, AND 39 FEET
 DA0218'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DA0218'2261.118 S 37 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 DA0218'INCHES ABOVE GROUND.
 DA0218
 DA0218                          STATION RECOVERY (1988)
 DA0218
 DA0218'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0218'RECOVERED IN GOOD CONDITION.
 DA0218
 DA0218                          STATION RECOVERY (1999)
 DA0218
 DA0218'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0218'MARK NOT FOUND.
 DA0218
 DA0218                          STATION RECOVERY (2002)
 DA0218
 DA0218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA0218'RECOVERED IN GOOD CONDITION.
 DA0218
 DA0218                          STATION RECOVERY (2006)
 DA0218
 DA0218'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 DA0218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0959 ***********************************************************************
 CZ0959  DESIGNATION -  S 38
 CZ0959  PID         -  CZ0959
 CZ0959  STATE/COUNTY-  AZ/PIMA
 CZ0959  USGS QUAD   -  PAN TAK (1979)
 CZ0959
 CZ0959                         *CURRENT SURVEY CONTROL
 CZ0959  ___________________________________________________________________
 CZ0959* NAD 83(1986)-  32 02 44.     (N)    111 31 04.     (W)     SCALED    
 CZ0959* NAVD 88     -       885.30   (+/-2cm)    2904.5    (feet)  VERTCON   
 CZ0959  ___________________________________________________________________
 CZ0959  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ0959  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0959
 CZ0959.The horizontal coordinates were scaled from a topographic map and have
 CZ0959.an estimated accuracy of +/- 6 seconds.
 CZ0959
 CZ0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0959.The vertical order pertains to the NGVD 29 superseded value.
 CZ0959
 CZ0959.The geoid height was determined by GEOID03.
 CZ0959
 CZ0959;                    North         East    Units  Estimated Accuracy
 CZ0959;SPC AZ C     -   115,990.      251,030.      MT  (+/- 180 meters Scaled)
 CZ0959
 CZ0959                          SUPERSEDED SURVEY CONTROL
 CZ0959
 CZ0959  NGVD 29 (??/??/92)  884.571  (m)         2902.13   (f) ADJ UNCH    2 0
 CZ0959
 CZ0959.Superseded values are not recommended for survey control.
 CZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0959.See file dsdata.txt to determine how the superseded data were derived.
 CZ0959
 CZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA511456(NAD 83)
 CZ0959_MARKER: DB = BENCH MARK DISK
 CZ0959_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0959_SP_SET: ANDESITE OUTCROP
 CZ0959_STAMPING: 2902.353 S 38 1933
 CZ0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0959+STABILITY: POSITION/ELEVATION WELL
 CZ0959
 CZ0959  HISTORY     - Date     Condition        Report By
 CZ0959  HISTORY     - 1933     MONUMENTED       CGS
 CZ0959  HISTORY     - 1934     GOOD             NGS
 CZ0959  HISTORY     - 1968     GOOD             NGS
 CZ0959  HISTORY     - 20020128 GOOD             INDIV
 CZ0959
 CZ0959                          STATION DESCRIPTION
 CZ0959
 CZ0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0959'24.6 MI NE FROM SELLS.
 CZ0959'24.6 MILES NORTHEAST OF SELLS, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0959'REACHED FROM SELLS BY GOING 14.8 MILES NORTHEAST ALONG STATE HIGHWAY
 CZ0959'86, THENCE 9.8 MILES NORTHEAST ALONG THE OLD AJO-TUCSON HIGHWAY.  IT
 CZ0959'IS 0.4 MILE WEST OF ROADSIDE MINE, 51 FEET SOUTHEAST OF THE MIDDLE OF
 CZ0959'A 4-FOOT PIPE CULVERT WITH CONCRETE HEADWALLS, 27 FEET SOUTH OF THE
 CZ0959'CENTERLINE OF THE HIGHWAY, IN THE TOP OF AN ANDESITE OUTCROP
 CZ0959'PROJECTING 3 INCHES ABOVE GROUND, AND 2 FEET LOWER THAN THE HIGHWAY. A
 CZ0959'STANDARD DISK, STAMPED 2902.353 S 38 1933.
 CZ0959
 CZ0959                          STATION RECOVERY (1968)
 CZ0959
 CZ0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0959'RECOVERED IN GOOD CONDITION.
 CZ0959
 CZ0959                          STATION RECOVERY (2002)
 CZ0959
 CZ0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CZ0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0290 ***********************************************************************
 FR0290  DESIGNATION -  S 385
 FR0290  PID         -  FR0290
 FR0290  STATE/COUNTY-  AZ/COCONINO
 FR0290  USGS QUAD   -  TRINITY MTN (1981)
 FR0290
 FR0290                         *CURRENT SURVEY CONTROL
 FR0290  ___________________________________________________________________
 FR0290* NAD 83(1986)-  35 24 52.     (N)    112 50 41.     (W)     SCALED    
 FR0290* NAVD 88     -      1702.905  (meters)    5586.95   (feet)  POSTED    
 FR0290  ___________________________________________________________________
 FR0290  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 FR0290  DYNAMIC HT  -        1700.610 (meters)    5579.42  (feet)  COMP
 FR0290  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 FR0290
 FR0290  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0290
 FR0290.The horizontal coordinates were scaled from a topographic map and have
 FR0290.an estimated accuracy of +/- 6 seconds.
 FR0290
 FR0290.The orthometric height was determined by differential leveling
 FR0290.and adjusted by the  in 1992.
 FR0290.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0290.rate of 0.0 thru 1.0 mm/km.
 FR0290
 FR0290.The geoid height was determined by GEOID03.
 FR0290
 FR0290.The dynamic height is computed by dividing the NAVD 88
 FR0290.geopotential number by the normal gravity value computed on the
 FR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0290.degrees latitude (g = 980.6199 gals.).
 FR0290
 FR0290.The modeled gravity was interpolated from observed gravity values.
 FR0290
 FR0290;                    North         East    Units  Estimated Accuracy
 FR0290;SPC AZ C     -   489,950.      129,080.      MT  (+/- 180 meters Scaled)
 FR0290
 FR0290                          SUPERSEDED SURVEY CONTROL
 FR0290
 FR0290  NGVD 29 (??/??/92) 1701.969  (m)         5583.88   (f) ADJ UNCH    2 0
 FR0290
 FR0290.Superseded values are not recommended for survey control.
 FR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0290.See file dsdata.txt to determine how the superseded data were derived.
 FR0290
 FR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE325205(NAD 83)
 FR0290_MARKER: DB = BENCH MARK DISK
 FR0290_SETTING: 66 = SET IN ROCK OUTCROP
 FR0290_SP_SET: OUTCROP
 FR0290_STAMPING: S 385 1968
 FR0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0290+STABILITY: POSITION/ELEVATION WELL
 FR0290
 FR0290  HISTORY     - Date     Condition        Report By
 FR0290  HISTORY     - 1968     MONUMENTED       CGS
 FR0290
 FR0290                          STATION DESCRIPTION
 FR0290
 FR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0290'8.4 MI NE FROM SELIGMAN.
 FR0290'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0290'THE STATION AT SELIGMAN, THENCE 7.35 MILES NORTH ALONG A DIRT ROAD, ON
 FR0290'THE INSIDE OF A U CURVE, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH
 FR0290'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 53 FEET NORTHEAST OF THE
 FR0290'CENTER LINE OF THE ROAD, 1.4 FEET NORTHWEST OF A WITNESS POST, AND
 FR0290'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0316 ***********************************************************************
 FR0316  DESIGNATION -  S 386
 FR0316  PID         -  FR0316
 FR0316  STATE/COUNTY-  AZ/COCONINO
 FR0316  USGS QUAD   -  ROSE WELL CAMP WEST (1980)
 FR0316
 FR0316                         *CURRENT SURVEY CONTROL
 FR0316  ___________________________________________________________________
 FR0316* NAD 83(1986)-  35 39 00.     (N)    112 52 58.     (W)     SCALED    
 FR0316* NAVD 88     -      1876.928  (meters)    6157.89   (feet)  POSTED    
 FR0316  ___________________________________________________________________
 FR0316  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 FR0316  DYNAMIC HT  -        1874.440 (meters)    6149.73  (feet)  COMP
 FR0316  MODELED GRAV-     979,239.2   (mgal)                       NAVD 88
 FR0316
 FR0316  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0316
 FR0316.The horizontal coordinates were scaled from a topographic map and have
 FR0316.an estimated accuracy of +/- 6 seconds.
 FR0316
 FR0316.The orthometric height was determined by differential leveling
 FR0316.and adjusted by the  in 1992.
 FR0316.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0316.rate of 0.0 thru 1.0 mm/km.
 FR0316
 FR0316.The geoid height was determined by GEOID03.
 FR0316
 FR0316.The dynamic height is computed by dividing the NAVD 88
 FR0316.geopotential number by the normal gravity value computed on the
 FR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0316.degrees latitude (g = 980.6199 gals.).
 FR0316
 FR0316.The modeled gravity was interpolated from observed gravity values.
 FR0316
 FR0316;                    North         East    Units  Estimated Accuracy
 FR0316;SPC AZ C     -   516,110.      125,880.      MT  (+/- 180 meters Scaled)
 FR0316
 FR0316                          SUPERSEDED SURVEY CONTROL
 FR0316
 FR0316  NGVD 29 (??/??/92) 1876.019  (m)         6154.91   (f) ADJ UNCH    2 0
 FR0316
 FR0316.Superseded values are not recommended for survey control.
 FR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0316.See file dsdata.txt to determine how the superseded data were derived.
 FR0316
 FR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE295467(NAD 83)
 FR0316_MARKER: DB = BENCH MARK DISK
 FR0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0316_SP_SET: FOUNDATION
 FR0316_STAMPING: S 386 1968
 FR0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0316
 FR0316  HISTORY     - Date     Condition        Report By
 FR0316  HISTORY     - 1968     MONUMENTED       CGS
 FR0316
 FR0316                          STATION DESCRIPTION
 FR0316
 FR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0316'27.6 MI N FROM SELIGMAN.
 FR0316'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0316'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0316'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.65 MILES EAST
 FR0316'ALONG A DIRT ROAD ALONG A POWER LINE, 2 TOWERS EAST OF BENCH MARK R
 FR0316'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG
 FR0316'OF TOWER 874, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 FR0316'1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0052 ***********************************************************************
 FR0052  DESIGNATION -  S 387
 FR0052  PID         -  FR0052
 FR0052  STATE/COUNTY-  AZ/COCONINO
 FR0052  USGS QUAD   -  MARKHAM DAM (1980)
 FR0052
 FR0052                         *CURRENT SURVEY CONTROL
 FR0052  ___________________________________________________________________
 FR0052* NAD 83(1986)-  35 43 55.     (N)    112 26 47.     (W)     SCALED    
 FR0052* NAVD 88     -      1685.971  (meters)    5531.39   (feet)  POSTED    
 FR0052  ___________________________________________________________________
 FR0052  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FR0052  DYNAMIC HT  -        1683.800 (meters)    5524.27  (feet)  COMP
 FR0052  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 FR0052
 FR0052  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0052
 FR0052.The horizontal coordinates were scaled from a topographic map and have
 FR0052.an estimated accuracy of +/- 6 seconds.
 FR0052
 FR0052.The orthometric height was determined by differential leveling
 FR0052.and adjusted by the  in 1992.
 FR0052.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0052.rate of 0.0 thru 1.0 mm/km.
 FR0052
 FR0052.The geoid height was determined by GEOID03.
 FR0052
 FR0052.The dynamic height is computed by dividing the NAVD 88
 FR0052.geopotential number by the normal gravity value computed on the
 FR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0052.degrees latitude (g = 980.6199 gals.).
 FR0052
 FR0052.The modeled gravity was interpolated from observed gravity values.
 FR0052
 FR0052;                    North         East    Units  Estimated Accuracy
 FR0052;SPC AZ C     -   524,900.      165,440.      MT  (+/- 180 meters Scaled)
 FR0052
 FR0052                          SUPERSEDED SURVEY CONTROL
 FR0052
 FR0052  NGVD 29 (??/??/92) 1685.131  (m)         5528.63   (f) ADJ UNCH    2 0
 FR0052
 FR0052.Superseded values are not recommended for survey control.
 FR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0052.See file dsdata.txt to determine how the superseded data were derived.
 FR0052
 FR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE691551(NAD 83)
 FR0052_MARKER: DB = BENCH MARK DISK
 FR0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0052_SP_SET: FOUNDATION
 FR0052_STAMPING: S 387 1968
 FR0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0052
 FR0052  HISTORY     - Date     Condition        Report By
 FR0052  HISTORY     - 1968     MONUMENTED       CGS
 FR0052
 FR0052                          STATION DESCRIPTION
 FR0052
 FR0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0052'11.3 MI W FROM WILLAHA.
 FR0052'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0052'THE SIDING SIGN AT WILLAHA, THENCE 10.5 MILES WEST ALONG A STEEL TOWER
 FR0052'POWER LINE, 1 TOWER WEST OF BENCH MARK R 387, ON THE WEST BANK OF A
 FR0052'DEEP CANYON, IN THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTHEAST
 FR0052'STEEL LEG OF TOWER 794, 45 FEET NORTH OF THE CENTER LINE OF A ROAD,
 FR0052'ABOUT 1/2 FOOT HIGHER THAN THE ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0347 ***********************************************************************
 FR0347  DESIGNATION -  S 388
 FR0347  PID         -  FR0347
 FR0347  STATE/COUNTY-  AZ/COCONINO
 FR0347  USGS QUAD   -  BLACK TANK (1980)
 FR0347
 FR0347                         *CURRENT SURVEY CONTROL
 FR0347  ___________________________________________________________________
 FR0347* NAD 83(1986)-  35 43 58.     (N)    112 40 49.     (W)     SCALED    
 FR0347* NAVD 88     -      1700.559  (meters)    5579.25   (feet)  POSTED    
 FR0347  ___________________________________________________________________
 FR0347  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FR0347  DYNAMIC HT  -        1698.360 (meters)    5572.04  (feet)  COMP
 FR0347  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 FR0347
 FR0347  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0347
 FR0347.The horizontal coordinates were scaled from a topographic map and have
 FR0347.an estimated accuracy of +/- 6 seconds.
 FR0347
 FR0347.The orthometric height was determined by differential leveling
 FR0347.and adjusted by the  in 1992.
 FR0347.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0347.was located on a no-check spur therefore a value was not computed.
 FR0347.No vertical observational check was made to the station.
 FR0347
 FR0347.The geoid height was determined by GEOID03.
 FR0347
 FR0347.The dynamic height is computed by dividing the NAVD 88
 FR0347.geopotential number by the normal gravity value computed on the
 FR0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0347.degrees latitude (g = 980.6199 gals.).
 FR0347
 FR0347.The modeled gravity was interpolated from observed gravity values.
 FR0347
 FR0347;                    North         East    Units  Estimated Accuracy
 FR0347;SPC AZ C     -   525,140.      144,290.      MT  (+/- 180 meters Scaled)
 FR0347
 FR0347                          SUPERSEDED SURVEY CONTROL
 FR0347
 FR0347  NGVD 29 (??/??/92) 1699.693  (m)         5576.41   (f) ADJ UNCH    2 0
 FR0347
 FR0347.Superseded values are not recommended for survey control.
 FR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0347.See file dsdata.txt to determine how the superseded data were derived.
 FR0347
 FR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE480556(NAD 83)
 FR0347_MARKER: DB = BENCH MARK DISK
 FR0347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0347_SP_SET: 7.5 FT
 FR0347_STAMPING: S 388 1968
 FR0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0347
 FR0347  HISTORY     - Date     Condition        Report By
 FR0347  HISTORY     - 1968     MONUMENTED       CGS
 FR0347
 FR0347                          STATION DESCRIPTION
 FR0347
 FR0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0347'26.35 MI W FROM WILLAHA.
 FR0347'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0347'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0347'TOWER POWER LINE, THENCE 1.9 MILES NORTH ALONG A TRACK ROAD, 0.9 MILE
 FR0347'SOUTH OF A FENCE LINE AND A WOODEN GATE ACROSS THE ROAD, 47 FEET EAST
 FR0347'OF THE CENTER LINE OF THE ROAD, 1.1 FEET NORTH OF A WITNESS POST,
 FR0347'ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0347'COATED ROD DRIVEN TO A DEPTH OF 7 1/2 FEET.  THE UPPER PORTION OF THE
 FR0347'ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE
 FR0347'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0372 ***********************************************************************
 FR0372  DESIGNATION -  S 389
 FR0372  PID         -  FR0372
 FR0372  STATE/COUNTY-  AZ/COCONINO
 FR0372  USGS QUAD   -  SUPAI CAMP (1981)
 FR0372
 FR0372                         *CURRENT SURVEY CONTROL
 FR0372  ___________________________________________________________________
 FR0372* NAD 83(1986)-  35 58 49.     (N)    112 47 31.     (W)     SCALED    
 FR0372* NAVD 88     -      1804.101  (meters)    5918.95   (feet)  POSTED    
 FR0372  ___________________________________________________________________
 FR0372  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FR0372  DYNAMIC HT  -        1801.790 (meters)    5911.37  (feet)  COMP
 FR0372  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 FR0372
 FR0372  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0372
 FR0372.The horizontal coordinates were scaled from a topographic map and have
 FR0372.an estimated accuracy of +/- 6 seconds.
 FR0372
 FR0372.The orthometric height was determined by differential leveling
 FR0372.and adjusted by the  in 1992.
 FR0372.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0372.was located on a no-check spur therefore a value was not computed.
 FR0372.No vertical observational check was made to the station.
 FR0372
 FR0372.The geoid height was determined by GEOID03.
 FR0372
 FR0372.The dynamic height is computed by dividing the NAVD 88
 FR0372.geopotential number by the normal gravity value computed on the
 FR0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0372.degrees latitude (g = 980.6199 gals.).
 FR0372
 FR0372.The modeled gravity was interpolated from observed gravity values.
 FR0372
 FR0372;                    North         East    Units  Estimated Accuracy
 FR0372;SPC AZ C     -   552,680.      134,430.      MT  (+/- 180 meters Scaled)
 FR0372
 FR0372                          SUPERSEDED SURVEY CONTROL
 FR0372
 FR0372  NGVD 29 (??/??/92) 1803.211  (m)         5916.03   (f) ADJ UNCH    2 0
 FR0372
 FR0372.Superseded values are not recommended for survey control.
 FR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0372.See file dsdata.txt to determine how the superseded data were derived.
 FR0372
 FR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE384832(NAD 83)
 FR0372_MARKER: DB = BENCH MARK DISK
 FR0372_SETTING: 66 = SET IN ROCK OUTCROP
 FR0372_SP_SET: OUTCROP
 FR0372_STAMPING: S 389 1968
 FR0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0372+STABILITY: POSITION/ELEVATION WELL
 FR0372
 FR0372  HISTORY     - Date     Condition        Report By
 FR0372  HISTORY     - 1968     MONUMENTED       CGS
 FR0372
 FR0372                          STATION DESCRIPTION
 FR0372
 FR0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0372'55.45 MI NE FROM PEACH SPRINGS.
 FR0372'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0372'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0372'ROAD, THENCE 2.5 MILES SOUTH ALONG A TRACK ROAD, 0.55 MILE NORTH OF
 FR0372'THE JUNCTION OF A TRACK ROAD SOUTHEAST, IN THE TOP OF A SMALL OUTCROP
 FR0372'WHICH PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND, 28 1/2 FEET WEST OF
 FR0372'THE CENTER LINE OF THE ROAD, 1.3 FEET EAST OF A WITNESS POST, AND
 FR0372'ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0366 ***********************************************************************
 DT0366  DESIGNATION -  S 39
 DT0366  PID         -  DT0366
 DT0366  STATE/COUNTY-  AZ/GREENLEE
 DT0366  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0366
 DT0366                         *CURRENT SURVEY CONTROL
 DT0366  ___________________________________________________________________
 DT0366* NAD 83(1986)-  33 02 48.     (N)    109 06 32.     (W)     SCALED    
 DT0366* NAVD 88     -      1645.557  (meters)    5398.80   (feet)  ADJUSTED  
 DT0366  ___________________________________________________________________
 DT0366  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 DT0366  DYNAMIC HT  -        1643.058 (meters)    5390.60  (feet)  COMP
 DT0366  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 DT0366
 DT0366  VERT ORDER  -  SECOND    CLASS 0
 DT0366
 DT0366.The horizontal coordinates were scaled from a topographic map and have
 DT0366.an estimated accuracy of +/- 6 seconds.
 DT0366
 DT0366.The orthometric height was determined by differential leveling
 DT0366.and adjusted in June 1991.
 DT0366
 DT0366.The geoid height was determined by GEOID03.
 DT0366
 DT0366.The dynamic height is computed by dividing the NAVD 88
 DT0366.geopotential number by the normal gravity value computed on the
 DT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0366.degrees latitude (g = 980.6199 gals.).
 DT0366
 DT0366.The modeled gravity was interpolated from observed gravity values.
 DT0366
 DT0366;                    North         East    Units  Estimated Accuracy
 DT0366;SPC AZ E     -   227,420.      312,150.      MT  (+/- 180 meters Scaled)
 DT0366
 DT0366                          SUPERSEDED SURVEY CONTROL
 DT0366
 DT0366  NGVD 29 (??/??/92) 1644.716  (m)         5396.04   (f) ADJ UNCH    2 0
 DT0366
 DT0366.Superseded values are not recommended for survey control.
 DT0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0366.See file dsdata.txt to determine how the superseded data were derived.
 DT0366
 DT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB765580(NAD 83)
 DT0366_MARKER: DB = BENCH MARK DISK
 DT0366_SETTING: 66 = SET IN ROCK OUTCROP
 DT0366_SP_SET: ROCK LEDGE
 DT0366_STAMPING: S 39 1934
 DT0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0366+STABILITY: POSITION/ELEVATION WELL
 DT0366
 DT0366  HISTORY     - Date     Condition        Report By
 DT0366  HISTORY     - 1934     MONUMENTED       CGS
 DT0366
 DT0366                          STATION DESCRIPTION
 DT0366
 DT0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0366'15.3 MI SW FROM MULE CREEK, NM.
 DT0366'ON STATE HWY. NO. 78, 8.8 MILES SOUTH WEST OF ARIZONA AND NEW MEXICO
 DT0366'STATE LINE, 0.8 MILE EAST OF CATTLE GUARD, 45 FT. EAST OF LONE JUNIPER
 DT0366'TREE, 30 FT. SOUTH OF THE CENTER LINE OF HWY. ON LARGE ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0544 ***********************************************************************
 FR0544  DESIGNATION -  S 391
 FR0544  PID         -  FR0544
 FR0544  STATE/COUNTY-  AZ/MOHAVE
 FR0544  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0544
 FR0544                         *CURRENT SURVEY CONTROL
 FR0544  ___________________________________________________________________
 FR0544* NAD 83(1986)-  35 11 40.     (N)    113 53 18.     (W)     SCALED    
 FR0544* NAVD 88     -      1279.281  (meters)    4197.11   (feet)  POSTED    
 FR0544  ___________________________________________________________________
 FR0544  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FR0544  DYNAMIC HT  -        1277.710 (meters)    4191.95  (feet)  COMP
 FR0544  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 FR0544
 FR0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0544
 FR0544.The horizontal coordinates were scaled from a topographic map and have
 FR0544.an estimated accuracy of +/- 6 seconds.
 FR0544
 FR0544.The orthometric height was determined by differential leveling
 FR0544.and adjusted by the  in 1992.
 FR0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0544.rate of 0.0 thru 1.0 mm/km.
 FR0544
 FR0544.The geoid height was determined by GEOID03.
 FR0544
 FR0544.The dynamic height is computed by dividing the NAVD 88
 FR0544.geopotential number by the normal gravity value computed on the
 FR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0544.degrees latitude (g = 980.6199 gals.).
 FR0544
 FR0544.The modeled gravity was interpolated from observed gravity values.
 FR0544
 FR0544;                    North         East    Units  Estimated Accuracy
 FR0544;SPC AZ W     -   465,170.      200,760.      MT  (+/- 180 meters Scaled)
 FR0544
 FR0544                          SUPERSEDED SURVEY CONTROL
 FR0544
 FR0544  NGVD 29 (??/??/92) 1278.445  (m)         4194.36   (f) ADJ UNCH    2 0
 FR0544
 FR0544.Superseded values are not recommended for survey control.
 FR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0544.See file dsdata.txt to determine how the superseded data were derived.
 FR0544
 FR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD370984(NAD 83)
 FR0544_MARKER: DB = BENCH MARK DISK
 FR0544_SETTING: 66 = SET IN ROCK OUTCROP
 FR0544_SP_SET: GRANITE OUTCROP
 FR0544_STAMPING: S 391 1962
 FR0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0544+STABILITY: POSITION/ELEVATION WELL
 FR0544
 FR0544  HISTORY     - Date     Condition        Report By
 FR0544  HISTORY     - 1962     MONUMENTED       CGS
 FR0544  HISTORY     - 1970     GOOD             USGS
 FR0544
 FR0544                          STATION DESCRIPTION
 FR0544
 FR0544'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0544'8.0 MI NE FROM KINGMAN.
 FR0544'FROM THE HIGHWAY INTERCHANGE OF US 66 AND I-40 WHICH IS 5.4 MILES
 FR0544'NORTHEAST OF KINGMAN TAKE HIGHWAY I-40 FOR 5.6 MILES EAST TO THE
 FR0544'INTERCHANGE AT RATTLESNAKE HILL, INTERCHANGE OF I-40 AND FORMER US 93,
 FR0544'TAKE SOUTH EXIT (OLD US 93) FOR 0.1 MILE TO GAS PIPE LINE CROSSING,
 FR0544'THEN EAST ALONG GAS LINE SERVICE ROAD FOR 1.0 MILE TO BM, ON RIDGE, 48
 FR0544'FEET NORTH OF THE NORTH ONE OF THREE PIPE LINES, SET IN GRANITE ROCK
 FR0544'OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0430 ***********************************************************************
 FR0430  DESIGNATION -  S 392
 FR0430  PID         -  FR0430
 FR0430  STATE/COUNTY-  AZ/MOHAVE
 FR0430  USGS QUAD   -  BULL SPRING (1980)
 FR0430
 FR0430                         *CURRENT SURVEY CONTROL
 FR0430  ___________________________________________________________________
 FR0430* NAD 83(1986)-  35 11 28.     (N)    113 22 41.     (W)     SCALED    
 FR0430* NAVD 88     -      1526.453  (meters)    5008.04   (feet)  POSTED    
 FR0430  ___________________________________________________________________
 FR0430  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FR0430  DYNAMIC HT  -        1524.450 (meters)    5001.47  (feet)  COMP
 FR0430  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 FR0430
 FR0430  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0430
 FR0430.The horizontal coordinates were scaled from a topographic map and have
 FR0430.an estimated accuracy of +/- 6 seconds.
 FR0430
 FR0430.The orthometric height was determined by differential leveling
 FR0430.and adjusted by the  in 1992.
 FR0430.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0430.rate of 0.0 thru 1.0 mm/km.
 FR0430
 FR0430.The geoid height was determined by GEOID03.
 FR0430
 FR0430.The dynamic height is computed by dividing the NAVD 88
 FR0430.geopotential number by the normal gravity value computed on the
 FR0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0430.degrees latitude (g = 980.6199 gals.).
 FR0430
 FR0430.The modeled gravity was interpolated from observed gravity values.
 FR0430
 FR0430;                    North         East    Units  Estimated Accuracy
 FR0430;SPC AZ W     -   464,850.      247,230.      MT  (+/- 180 meters Scaled)
 FR0430
 FR0430                          SUPERSEDED SURVEY CONTROL
 FR0430
 FR0430  NGVD 29 (??/??/92) 1525.557  (m)         5005.10   (f) ADJ UNCH    2 0
 FR0430
 FR0430.Superseded values are not recommended for survey control.
 FR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0430.See file dsdata.txt to determine how the superseded data were derived.
 FR0430
 FR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD834968(NAD 83)
 FR0430_MARKER: DB = BENCH MARK DISK
 FR0430_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0430_SP_SET: UNSPEC. ROCK
 FR0430_STAMPING: S 392 1962
 FR0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0430
 FR0430  HISTORY     - Date     Condition        Report By
 FR0430  HISTORY     - 1962     MONUMENTED       CGS
 FR0430  HISTORY     - 1975     GOOD             USGS
 FR0430
 FR0430                          STATION DESCRIPTION
 FR0430
 FR0430'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 FR0430'48.5 MI E FROM KINGMAN.
 FR0430'24.5 MILES EAST ALONG STATE HWY. 93 FROM ITS JUNCTION WITH U.S. HWY.
 FR0430'66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD NORTH TO
 FR0430'HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO THE
 FR0430'JUNCTION OF A DIRT ROAD EAST OF MILLERS RANCH HOUSE, THENCE 0.8 MILES
 FR0430'SOUTH AND EAST TO ROAD FORK, THENCE RIGHT 0.3 MILES TO STOCK TANK AND
 FR0430'MARK.  50 FT. SW OF THE SW EDGE OF STOCK TANK, 195 FT. NE OF ROAD, 28
 FR0430'FT. SW OF A TREE, 17.6 FT. NORTH OF A METAL WITNESS POST AND SET IN
 FR0430'TOP OF A 10 X 10 FT. ROCK PROJECTING 2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0202 ***********************************************************************
 FR0202  DESIGNATION -  S 393
 FR0202  PID         -  FR0202
 FR0202  STATE/COUNTY-  AZ/YAVAPAI
 FR0202  USGS QUAD   -  YAMPAI SE (1981)
 FR0202
 FR0202                         *CURRENT SURVEY CONTROL
 FR0202  ___________________________________________________________________
 FR0202* NAD 83(1986)-  35 18 13.     (N)    113 00 08.     (W)     SCALED    
 FR0202* NAVD 88     -      1624.634  (meters)    5330.15   (feet)  POSTED    
 FR0202  ___________________________________________________________________
 FR0202  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FR0202  DYNAMIC HT  -        1622.480 (meters)    5323.09  (feet)  COMP
 FR0202  MODELED GRAV-     979,250.6   (mgal)                       NAVD 88
 FR0202
 FR0202  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0202
 FR0202.The horizontal coordinates were scaled from a topographic map and have
 FR0202.an estimated accuracy of +/- 6 seconds.
 FR0202
 FR0202.The orthometric height was determined by differential leveling
 FR0202.and adjusted by the  in 1992.
 FR0202.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0202.rate of 0.0 thru 1.0 mm/km.
 FR0202
 FR0202.The geoid height was determined by GEOID03.
 FR0202
 FR0202.The dynamic height is computed by dividing the NAVD 88
 FR0202.geopotential number by the normal gravity value computed on the
 FR0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0202.degrees latitude (g = 980.6199 gals.).
 FR0202
 FR0202.The modeled gravity was interpolated from observed gravity values.
 FR0202
 FR0202;                    North         East    Units  Estimated Accuracy
 FR0202;SPC AZ C     -   477,800.      114,640.      MT  (+/- 180 meters Scaled)
 FR0202
 FR0202                          SUPERSEDED SURVEY CONTROL
 FR0202
 FR0202  NGVD 29 (??/??/92) 1623.732  (m)         5327.19   (f) ADJ UNCH    2 0
 FR0202
 FR0202.Superseded values are not recommended for survey control.
 FR0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0202.See file dsdata.txt to determine how the superseded data were derived.
 FR0202
 FR0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE179085(NAD 83)
 FR0202_MARKER: DB = BENCH MARK DISK
 FR0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0202_STAMPING: S 393 1962
 FR0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0202+STABILITY: SURFACE MOTION
 FR0202
 FR0202  HISTORY     - Date     Condition        Report By
 FR0202  HISTORY     - 1962     MONUMENTED       CGS
 FR0202
 FR0202                          STATION DESCRIPTION
 FR0202
 FR0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0202'7.75 MI W FROM SELIGMAN.
 FR0202'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0202'STATION AT SELIGMAN, THENCE 4.75 MILES WEST ALONG A GRAVEL ROAD TO A
 FR0202'POWER LINE CROSSING, THENCE 0.10 MILE NORTHWEST ALONG THE POWER LINE,
 FR0202'27 FEET SOUTH SOUTHWEST OF POWER POLE NO. 23 WHICH IS THE SOUTH ONE OF
 FR0202'A DOUBLE POWER POLE AND IS THE SECOND SET OF POLES NORTHWEST OF THE
 FR0202'ROAD, 3.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND IS SET IN TOP OF
 FR0202'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0801 ***********************************************************************
 DW0801  DESIGNATION -  S 394
 DW0801  PID         -  DW0801
 DW0801  STATE/COUNTY-  AZ/LA PAZ
 DW0801  USGS QUAD   -  LA PAZ MTN (1970)
 DW0801
 DW0801                         *CURRENT SURVEY CONTROL
 DW0801  ___________________________________________________________________
 DW0801* NAD 83(1986)-  33 37 45.     (N)    114 25 11.     (W)     SCALED    
 DW0801* NAVD 88     -       211.694  (meters)     694.53   (feet)  ADJUSTED  
 DW0801  ___________________________________________________________________
 DW0801  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DW0801  DYNAMIC HT  -         211.460 (meters)     693.76  (feet)  COMP
 DW0801  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 DW0801
 DW0801  VERT ORDER  -  FIRST     CLASS II
 DW0801
 DW0801.The horizontal coordinates were scaled from a topographic map and have
 DW0801.an estimated accuracy of +/- 6 seconds.
 DW0801
 DW0801.The orthometric height was determined by differential leveling
 DW0801.and adjusted in June 1991.
 DW0801
 DW0801.The geoid height was determined by GEOID03.
 DW0801
 DW0801.The dynamic height is computed by dividing the NAVD 88
 DW0801.geopotential number by the normal gravity value computed on the
 DW0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0801.degrees latitude (g = 980.6199 gals.).
 DW0801
 DW0801.The modeled gravity was interpolated from observed gravity values.
 DW0801
 DW0801;                    North         East    Units  Estimated Accuracy
 DW0801;SPC AZ W     -   291,740.      151,220.      MT  (+/- 180 meters Scaled)
 DW0801
 DW0801                          SUPERSEDED SURVEY CONTROL
 DW0801
 DW0801  NGVD 29 (??/??/??)  211.014  (m)          692.30   (f) ADJUSTED    1 2
 DW0801
 DW0801.Superseded values are not recommended for survey control.
 DW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0801.See file dsdata.txt to determine how the superseded data were derived.
 DW0801
 DW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT393240(NAD 83)
 DW0801_MARKER: DB = BENCH MARK DISK
 DW0801_SETTING: 80 = SET IN A BOULDER
 DW0801_SP_SET: BOULDER
 DW0801_STAMPING: S 394 1962
 DW0801_MARK LOGO: CGS   
 DW0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0801+STABILITY: SURFACE MOTION
 DW0801
 DW0801  HISTORY     - Date     Condition        Report By
 DW0801  HISTORY     - 1962     MONUMENTED       CGS
 DW0801  HISTORY     - 1965     GOOD             AMS
 DW0801  HISTORY     - 1981     GOOD             NGS
 DW0801
 DW0801                          STATION DESCRIPTION
 DW0801
 DW0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0801'6.8 MI E FROM EHRENBERG.
 DW0801'ABOUT 6.8 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE EAST
 DW0801'END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, 228 FEET
 DW0801'NORTH OF THE CENTER OF THE HIGHWAY, 128 FEET NORTH OF A FENCE,
 DW0801'23 FEET WEST OF THE WEST EDGE OF A WASH, 30.3 FEET NORTHWEST
 DW0801'OF A METAL WITNESS POST, AND SET IN THE TOP OF A 2 BY 3 FOOT
 DW0801'ROCK PROJECTING 0.5 FOOT.
 DW0801
 DW0801                          STATION RECOVERY (1965)
 DW0801
 DW0801'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0801'RECOVERED IN GOOD CONDITION.
 DW0801
 DW0801                          STATION RECOVERY (1981)
 DW0801
 DW0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0801'10.8 KM (6.75 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END
 DW0801'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.6 KM
 DW0801'(0.4 MI) WEST OF HIGHWAY MILEPOST 7, 0.55 KM (0.35 MI) WEST OF A FOUR
 DW0801'CHANNEL BRIDGE, SET IN TOP OF THE EAST END OF A 2 X 1 FOOT EXPOSURE OF
 DW0801'BOULDER PROJECTING 2 INCHES, 35.7 METERS (117 FT) NORTH OF THE
 DW0801'CENTERLINE OF THE WEST-BOUND LANES, 42.4 METERS (139 FT)
 DW0801'WEST-NORTHWEST OF THE NORTH END OF A 48-INCH CORRUGATED PIPE CULVERT
 DW0801'UNDER THE HIGHWAY, 22.6 METERS (74.0 FT) EAST-NORTHEAST OF A BRACED
 DW0801'ANGLE IRON POST IN THE RIGHT-OF-WAY FENCE, 6.4 METERS (21.0 FT) NORTH
 DW0801'OF THE FENCE LINE, 5.2 METERS (17.0 FT) SOUTHWEST OF THE TOP EDGE OF
 DW0801'THE SOUTHWEST BANK OF A SMALL DRY WASH.
 DW0801'THE MARK IS 10.0 METERS  N FROM A WITNESS POST.
 DW0801'THE MARK IS 1.8 M BELOW THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1093 ***********************************************************************
 DV1093  DESIGNATION -  S 395 2
 DV1093  PID         -  DV1093
 DV1093  STATE/COUNTY-  AZ/LA PAZ
 DV1093  USGS QUAD   -  BEAR HILLS (1990)
 DV1093
 DV1093                         *CURRENT SURVEY CONTROL
 DV1093  ___________________________________________________________________
 DV1093* NAD 83(1986)-  33 39 35.     (N)    113 59 24.     (W)     SCALED    
 DV1093* NAVD 88     -       464.71   (+/-2cm)    1524.6    (feet)  VERTCON   
 DV1093  ___________________________________________________________________
 DV1093  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DV1093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1093
 DV1093.The horizontal coordinates were scaled from a topographic map and have
 DV1093.an estimated accuracy of +/- 6 seconds.
 DV1093
 DV1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1093.The vertical order pertains to the NGVD 29 superseded value.
 DV1093
 DV1093.The geoid height was determined by GEOID03.
 DV1093
 DV1093;                    North         East    Units  Estimated Accuracy
 DV1093;SPC AZ W     -   294,950.      191,100.      MT  (+/- 180 meters Scaled)
 DV1093
 DV1093                          SUPERSEDED SURVEY CONTROL
 DV1093
 DV1093  NGVD 29 (??/??/92)  464.007  (m)         1522.33   (f) ADJ UNCH    2 0
 DV1093
 DV1093.Superseded values are not recommended for survey control.
 DV1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1093.See file dsdata.txt to determine how the superseded data were derived.
 DV1093
 DV1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC227284(NAD 83)
 DV1093_MARKER: DB = BENCH MARK DISK
 DV1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1093_STAMPING: S 395 (2) 1962
 DV1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1093+STABILITY: SURFACE MOTION
 DV1093
 DV1093  HISTORY     - Date     Condition        Report By
 DV1093  HISTORY     - 1962     MONUMENTED       CGS
 DV1093
 DV1093                          STATION DESCRIPTION
 DV1093
 DV1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1093'3.8 MI SW FROM BRENDA.
 DV1093'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1093'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.45 MILES
 DV1093'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1093'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 3.2 FEET NORTHWEST OF A METAL
 DV1093'WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1110 ***********************************************************************
 DV1110  DESIGNATION -  S 396
 DV1110  PID         -  DV1110
 DV1110  STATE/COUNTY-  AZ/LA PAZ
 DV1110  USGS QUAD   -  VICKSBURG (1990)
 DV1110
 DV1110                         *CURRENT SURVEY CONTROL
 DV1110  ___________________________________________________________________
 DV1110* NAD 83(1986)-  33 41 17.     (N)    113 46 03.     (W)     SCALED    
 DV1110* NAVD 88     -       364.99   (+/-2cm)    1197.5    (feet)  VERTCON   
 DV1110  ___________________________________________________________________
 DV1110  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1110
 DV1110.The horizontal coordinates were scaled from a topographic map and have
 DV1110.an estimated accuracy of +/- 6 seconds.
 DV1110
 DV1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1110.The vertical order pertains to the NGVD 29 superseded value.
 DV1110
 DV1110.The geoid height was determined by GEOID03.
 DV1110
 DV1110;                    North         East    Units  Estimated Accuracy
 DV1110;SPC AZ W     -   298,070.      211,740.      MT  (+/- 180 meters Scaled)
 DV1110
 DV1110                          SUPERSEDED SURVEY CONTROL
 DV1110
 DV1110  NGVD 29 (??/??/92)  364.319  (m)         1195.27   (f) ADJ UNCH    2 0
 DV1110
 DV1110.Superseded values are not recommended for survey control.
 DV1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1110.See file dsdata.txt to determine how the superseded data were derived.
 DV1110
 DV1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC434310(NAD 83)
 DV1110_MARKER: DB = BENCH MARK DISK
 DV1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1110_STAMPING: S 396 1962
 DV1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1110+STABILITY: SURFACE MOTION
 DV1110
 DV1110  HISTORY     - Date     Condition        Report By
 DV1110  HISTORY     - 1962     MONUMENTED       CGS
 DV1110  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1110
 DV1110                          STATION DESCRIPTION
 DV1110
 DV1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1110'5.7 MI SW FROM HOPE.
 DV1110'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1110'HIGHWAY 72 AT HOPE, THENCE 2.0 MILES SOUTH ALONG A BLADED ROAD, 27
 DV1110'FEET EAST OF THE CENTER OF THE ROAD, 22 FEET NORTHWEST OF A LONE TREE,
 DV1110'2.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DV1110'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 DV1110'INCHES.
 DV1110
 DV1110                          STATION RECOVERY (1987)
 DV1110
 DV1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (PK)
 DV1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1111 ***********************************************************************
 DV1111  DESIGNATION -  S 396 RESET
 DV1111  PID         -  DV1111
 DV1111  STATE/COUNTY-  AZ/LA PAZ
 DV1111  USGS QUAD   -  VICKSBURG (1990)
 DV1111
 DV1111                         *CURRENT SURVEY CONTROL
 DV1111  ___________________________________________________________________
 DV1111* NAD 83(1986)-  33 41 17.     (N)    113 46 03.     (W)     SCALED    
 DV1111* NAVD 88     -       365.20   (+/-2cm)    1198.2    (feet)  VERTCON   
 DV1111  ___________________________________________________________________
 DV1111  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DV1111  VERT ORDER  -  THIRD (See Below)
 DV1111
 DV1111.The horizontal coordinates were scaled from a topographic map and have
 DV1111.an estimated accuracy of +/- 6 seconds.
 DV1111
 DV1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1111.The vertical order pertains to the NGVD 29 superseded value.
 DV1111
 DV1111.The geoid height was determined by GEOID03.
 DV1111
 DV1111;                    North         East    Units  Estimated Accuracy
 DV1111;SPC AZ W     -   298,070.      211,740.      MT  (+/- 180 meters Scaled)
 DV1111
 DV1111                          SUPERSEDED SURVEY CONTROL
 DV1111
 DV1111  NGVD 29 (03/28/06)  364.53   (m)         1196.0    (f) RESET       3  
 DV1111
 DV1111.Superseded values are not recommended for survey control.
 DV1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1111.See file dsdata.txt to determine how the superseded data were derived.
 DV1111
 DV1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC434310(NAD 83)
 DV1111_MARKER: DB = BENCH MARK DISK
 DV1111_SETTING: 0 = UNSPECIFIED SETTING
 DV1111_STAMPING: S 396 RESET 1976
 DV1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1111
 DV1111  HISTORY     - Date     Condition        Report By
 DV1111  HISTORY     - 1976     MONUMENTED       NGS
 DV1111  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1111
 DV1111                          STATION DESCRIPTION
 DV1111
 DV1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DV1111'5.7 MI SW FROM HOPE.
 DV1111'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1111'HIGHWAY 72 AT HOPE, THENCE 2 MILES SOUTH ALONG A BLADED COUNTY ROAD.
 DV1111'110 FEET WEST OF THE CENTER OF THE ROAD, 73 FEET NORTH OF A LONE 12
 DV1111'INCH TREE AND 2 FEET SOUTHWEST OF WITNESS POST AND SIGN.
 DV1111
 DV1111                          STATION RECOVERY (1981)
 DV1111
 DV1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1111'NOT RECOVERED. NOTE-AREA DESCRIBED IS NOW CULTIVATED FOR COTTON, MARK
 DV1111'BELIEVED DESTROYED BY PLOWING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0358 ***********************************************************************
 CG0358  DESIGNATION -  S 399
 CG0358  PID         -  CG0358
 CG0358  STATE/COUNTY-  AZ/PIMA
 CG0358  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0358
 CG0358                         *CURRENT SURVEY CONTROL
 CG0358  ___________________________________________________________________
 CG0358* NAD 83(1986)-  31 59 14.     (N)    110 40 32.     (W)     SCALED    
 CG0358* NAVD 88     -      1098.23   (+/-2cm)    3603.1    (feet)  VERTCON   
 CG0358  ___________________________________________________________________
 CG0358  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CG0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0358
 CG0358.The horizontal coordinates were scaled from a topographic map and have
 CG0358.an estimated accuracy of +/- 6 seconds.
 CG0358
 CG0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0358.The vertical order pertains to the NGVD 29 superseded value.
 CG0358
 CG0358.The geoid height was determined by GEOID03.
 CG0358
 CG0358;                    North         East    Units  Estimated Accuracy
 CG0358;SPC AZ C     -   110,120.      330,650.      MT  (+/- 180 meters Scaled)
 CG0358
 CG0358                          SUPERSEDED SURVEY CONTROL
 CG0358
 CG0358  NGVD 29 (??/??/92) 1097.491  (m)         3600.69   (f) ADJ UNCH    2 0
 CG0358
 CG0358.Superseded values are not recommended for survey control.
 CG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0358.See file dsdata.txt to determine how the superseded data were derived.
 CG0358
 CG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA306390(NAD 83)
 CG0358_MARKER: DB = BENCH MARK DISK
 CG0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0358_STAMPING: S 399 1962
 CG0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0358+STABILITY: SURFACE MOTION
 CG0358
 CG0358  HISTORY     - Date     Condition        Report By
 CG0358  HISTORY     - 1962     MONUMENTED       CGS
 CG0358
 CG0358                          STATION DESCRIPTION
 CG0358
 CG0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0358'21.6 MI SE FROM TUCSON.
 CG0358'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0358'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 0.55 MILE SOUTH
 CG0358'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS, 54
 CG0358'FEET WEST OF THE CENTER OF STATE HIGHWAY 83, 2.4 FEET EAST OF A METAL
 CG0358'WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CG0358'CYLINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0257 ***********************************************************************
 CY0257  DESIGNATION -  S 40
 CY0257  PID         -  CY0257
 CY0257  STATE/COUNTY-  AZ/GRAHAM
 CY0257  USGS QUAD   -  TOLLGATE TANK (1985)
 CY0257
 CY0257                         *CURRENT SURVEY CONTROL
 CY0257  ___________________________________________________________________
 CY0257* NAD 83(1992)-  32 50 48.96399(N)    109 25 03.51221(W)     ADJUSTED  
 CY0257* NAVD 88     -      1167.814  (meters)    3831.40   (feet)  ADJUSTED  
 CY0257  ___________________________________________________________________
 CY0257  X           -  -1,783,489.660 (meters)                     COMP
 CY0257  Y           -  -5,059,520.313 (meters)                     COMP
 CY0257  Z           -   3,440,328.743 (meters)                     COMP
 CY0257  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 CY0257  ELLIP HEIGHT-        1141.675 (meters)          (01/22/07) ADJUSTED
 CY0257  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CY0257  DYNAMIC HT  -        1166.144 (meters)    3825.92  (feet)  COMP
 CY0257  MODELED GRAV-     979,167.7   (mgal)                       NAVD 88
 CY0257
 CY0257  HORZ ORDER  -  A
 CY0257  VERT ORDER  -  SECOND    CLASS 0
 CY0257  ELLP ORDER  -  FOURTH    CLASS I
 CY0257
 CY0257.The horizontal coordinates were established by GPS observations
 CY0257.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0257
 CY0257.The orthometric height was determined by differential leveling
 CY0257.and adjusted in June 1991.
 CY0257
 CY0257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0257
 CY0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0257
 CY0257.The ellipsoidal height was determined by GPS observations
 CY0257.and is referenced to NAD 83.
 CY0257
 CY0257.The geoid height was determined by GEOID03.
 CY0257
 CY0257.The dynamic height is computed by dividing the NAVD 88
 CY0257.geopotential number by the normal gravity value computed on the
 CY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0257.degrees latitude (g = 980.6199 gals.).
 CY0257
 CY0257.The modeled gravity was interpolated from observed gravity values.
 CY0257
 CY0257;                    North         East     Units Scale Factor Converg.
 CY0257;SPC AZ E     -   205,026.380   283,473.171   MT  0.99996059   +0 24 22.6
 CY0257;SPC AZ E     -   672,658.73    930,030.09   iFT  0.99996059   +0 24 22.6
 CY0257;UTM  12      - 3,635,427.546   648,079.784   MT  0.99987038   +0 51 30.3
 CY0257
 CY0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0257!SPC AZ E     -   0.99982078  x   0.99996059  =   0.99978138
 CY0257!UTM  12      -   0.99982078  x   0.99987038  =   0.99969119
 CY0257
 CY0257                          SUPERSEDED SURVEY CONTROL
 CY0257
 CY0257  NAVD 88 (01/22/07) 1167.81   (m)         3831.4    (f) LEVELING    3  
 CY0257  NGVD 29 (??/??/92) 1167.141  (m)         3829.20   (f) ADJ UNCH    2 0
 CY0257
 CY0257.Superseded values are not recommended for survey control.
 CY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0257.See file dsdata.txt to determine how the superseded data were derived.
 CY0257
 CY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4808035428(NAD 83)
 CY0257_MARKER: DB = BENCH MARK DISK
 CY0257_SETTING: 80 = SET IN A BOULDER
 CY0257_SP_SET: BOULDER
 CY0257_STAMPING: S 40 1934
 CY0257_MARK LOGO: CGS   
 CY0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0257+STABILITY: SURFACE MOTION
 CY0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0257+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 CY0257
 CY0257  HISTORY     - Date     Condition        Report By
 CY0257  HISTORY     - 1934     MONUMENTED       CGS
 CY0257  HISTORY     - 20060608 GOOD             GEOANA
 CY0257  HISTORY     - 20070923 GOOD             GEOCAC
 CY0257
 CY0257                          STATION DESCRIPTION
 CY0257
 CY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0257'13.6 MI E FROM SOLOMONVILLE.
 CY0257'13.6 MILES EAST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 3.8 MILES
 CY0257'NORTH EAST OF JUNCTION WITH U.S. HWY. NO.180, ABOUT 400 FT. NORTH OF
 CY0257'LARGE LIMESTONE HILL, 140 FT. SOUTH EAST OF LARGE CEMENT CULVERT, 100
 CY0257'FT. EAST OF CENTER LINE OF HWY. IN LARGE LIGHT COLORED LIMESTONE
 CY0257'BOULDER.
 CY0257
 CY0257                          STATION RECOVERY (2006)
 CY0257
 CY0257'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (SKS)
 CY0257'RECOVERED AS DESCRIBED.
 CY0257
 CY0257                          STATION RECOVERY (2007)
 CY0257
 CY0257'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CY0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0190 ***********************************************************************
 GP0190  DESIGNATION -  S 401
 GP0190  PID         -  GP0190
 GP0190  STATE/COUNTY-  AZ/COCONINO
 GP0190  USGS QUAD   -  TANNER WELL (1985)
 GP0190
 GP0190                         *CURRENT SURVEY CONTROL
 GP0190  ___________________________________________________________________
 GP0190* NAD 83(1986)-  36 34 22.     (N)    111 38 36.     (W)     SCALED    
 GP0190* NAVD 88     -      1605.049  (meters)    5265.90   (feet)  ADJUSTED  
 GP0190  ___________________________________________________________________
 GP0190  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GP0190  DYNAMIC HT  -        1603.085 (meters)    5259.45  (feet)  COMP
 GP0190  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 GP0190
 GP0190  VERT ORDER  -  FIRST     CLASS II
 GP0190
 GP0190.The horizontal coordinates were scaled from a topographic map and have
 GP0190.an estimated accuracy of +/- 6 seconds.
 GP0190
 GP0190.The orthometric height was determined by differential leveling
 GP0190.and adjusted in June 1991.
 GP0190
 GP0190.The geoid height was determined by GEOID03.
 GP0190
 GP0190.The dynamic height is computed by dividing the NAVD 88
 GP0190.geopotential number by the normal gravity value computed on the
 GP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0190.degrees latitude (g = 980.6199 gals.).
 GP0190
 GP0190.The modeled gravity was interpolated from observed gravity values.
 GP0190
 GP0190;                    North         East    Units  Estimated Accuracy
 GP0190;SPC AZ C     -   618,100.      237,820.      MT  (+/- 180 meters Scaled)
 GP0190
 GP0190                          SUPERSEDED SURVEY CONTROL
 GP0190
 GP0190  NGVD 29 (??/??/92) 1604.050  (m)         5262.62   (f) ADJ UNCH    1 2
 GP0190
 GP0190.Superseded values are not recommended for survey control.
 GP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0190.See file dsdata.txt to determine how the superseded data were derived.
 GP0190
 GP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF424476(NAD 83)
 GP0190_MARKER: DB = BENCH MARK DISK
 GP0190_SETTING: 66 = SET IN ROCK OUTCROP
 GP0190_SP_SET: ROCK OUTCROP
 GP0190_STAMPING: S 401 1962
 GP0190_MARK LOGO: CGS   
 GP0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0190+STABILITY: POSITION/ELEVATION WELL
 GP0190
 GP0190  HISTORY     - Date     Condition        Report By
 GP0190  HISTORY     - 1962     MONUMENTED       CGS
 GP0190  HISTORY     - 1978     GOOD             USGS
 GP0190  HISTORY     - 1983     GOOD             NGS
 GP0190
 GP0190                          STATION DESCRIPTION
 GP0190
 GP0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0190'4.95 MI S FROM BITTER SPRINGS.
 GP0190'ABOUT 4.95 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0190'STATION AT BITTER SPRINGS, 91 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GP0190'HIGHWAY, 2.6 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT NORTHEAST
 GP0190'OF A SMALL ROCK CAIRN, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GP0190'AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
 GP0190
 GP0190                          STATION RECOVERY (1978)
 GP0190
 GP0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0190'CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
 GP0190'SPRINGS, 4.75 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0190'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0190'IS ADEQUATE.
 GP0190
 GP0190                          STATION RECOVERY (1983)
 GP0190
 GP0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0190'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.35 KM
 GP0190'(4.55 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0190'ALTERNATE IN BITTER SPRINGS, IN TOP OF THE NORTHWEST EDGE OF AN 8- BY
 GP0190'15-FOOT PORTION OF LIMESTONE OUTCROP FLUSH WITH THE SURFACE OF THE
 GP0190'GROUND, 0.75 KM (0.45 MI) NORTHWEST OF MILEPOST 519, 27.7 METERS
 GP0190'(91 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 130.9 METERS (399 FT)
 GP0190'SOUTHEAST OF THE CENTER OF A TRACK ROAD, 2.4 METERS (8 FT) NORTHEAST
 GP0190'OF THE RIGHT OF WAY FENCE.
 GP0190'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 GP0190'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1272 ***********************************************************************
 DU1272  DESIGNATION -  S 403
 DU1272  PID         -  DU1272
 DU1272  STATE/COUNTY-  AZ/GILA
 DU1272  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1272
 DU1272                         *CURRENT SURVEY CONTROL
 DU1272  ___________________________________________________________________
 DU1272* NAD 83(1986)-  33 32 48.     (N)    110 55 50.     (W)     SCALED    
 DU1272* NAVD 88     -      1210.213  (meters)    3970.51   (feet)  ADJUSTED  
 DU1272  ___________________________________________________________________
 DU1272  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DU1272  DYNAMIC HT  -        1208.557 (meters)    3965.07  (feet)  COMP
 DU1272  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 DU1272
 DU1272  VERT ORDER  -  FIRST     CLASS II
 DU1272
 DU1272.The horizontal coordinates were scaled from a topographic map and have
 DU1272.an estimated accuracy of +/- 6 seconds.
 DU1272
 DU1272.The orthometric height was determined by differential leveling
 DU1272.and adjusted in June 1991.
 DU1272
 DU1272.The geoid height was determined by GEOID03.
 DU1272
 DU1272.The dynamic height is computed by dividing the NAVD 88
 DU1272.geopotential number by the normal gravity value computed on the
 DU1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1272.degrees latitude (g = 980.6199 gals.).
 DU1272
 DU1272.The modeled gravity was interpolated from observed gravity values.
 DU1272
 DU1272;                    North         East    Units  Estimated Accuracy
 DU1272;SPC AZ E     -   282,640.      142,420.      MT  (+/- 180 meters Scaled)
 DU1272
 DU1272                          SUPERSEDED SURVEY CONTROL
 DU1272
 DU1272.No superseded survey control is available for this station.
 DU1272
 DU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC064118(NAD 83)
 DU1272_MARKER: DB = BENCH MARK DISK
 DU1272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1272_SP_SET: STAINLESS STEEL ROD
 DU1272_STAMPING: S 403 1979
 DU1272_PROJECTION: FLUSH
 DU1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1272_ROD/PIPE-DEPTH: 2.74 meters
 DU1272
 DU1272  HISTORY     - Date     Condition        Report By
 DU1272  HISTORY     - 1979     MONUMENTED       NGS
 DU1272
 DU1272                          STATION DESCRIPTION
 DU1272
 DU1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1272'17.3 MI NW FROM GLOBE.
 DU1272'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1272'COURTHOUSE IN GLOBE, THENCE 12.7 MILES NORTH ALONG STATE
 DU1272'HIGHWAY 88 (APACHE TRAIL), 56.5 FEET NORTH-NORTHEAST OF THE
 DU1272'CENTERLINE OF THE HIGHWAY, 21.0 FEET EAST OF THE CENTER OF A
 DU1272'DIM TRACK ROAD LEADING NORTH AND 1.4 FEET WEST OF A FENCE CORNER.
 DU1272'NOTE=REFUSAL WAS REACHED AT 9 FEET.  ACCESS TO THE DISK IS THROUGH A
 DU1272'4-INCH SCREWPLUG.
 DU1272'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 DU1272'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0292 ***********************************************************************
 GP0292  DESIGNATION -  S 403
 GP0292  PID         -  GP0292
 GP0292  STATE/COUNTY-  AZ/COCONINO
 GP0292  USGS QUAD   -  LEES FERRY (1985)
 GP0292
 GP0292                         *CURRENT SURVEY CONTROL
 GP0292  ___________________________________________________________________
 GP0292* NAD 83(1986)-  36 46 58.     (N)    111 33 03.     (W)     SCALED    
 GP0292* NAVD 88     -      1656.332  (meters)    5434.15   (feet)  ADJUSTED  
 GP0292  ___________________________________________________________________
 GP0292  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0292  DYNAMIC HT  -        1654.400 (meters)    5427.81  (feet)  COMP
 GP0292  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 GP0292
 GP0292  VERT ORDER  -  FIRST     CLASS II
 GP0292
 GP0292.The horizontal coordinates were scaled from a topographic map and have
 GP0292.an estimated accuracy of +/- 6 seconds.
 GP0292
 GP0292.The orthometric height was determined by differential leveling
 GP0292.and adjusted in June 1991.
 GP0292
 GP0292.The geoid height was determined by GEOID03.
 GP0292
 GP0292.The dynamic height is computed by dividing the NAVD 88
 GP0292.geopotential number by the normal gravity value computed on the
 GP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0292.degrees latitude (g = 980.6199 gals.).
 GP0292
 GP0292.The modeled gravity was interpolated from observed gravity values.
 GP0292
 GP0292;                    North         East    Units  Estimated Accuracy
 GP0292;SPC AZ C     -   641,430.      246,010.      MT  (+/- 180 meters Scaled)
 GP0292
 GP0292                          SUPERSEDED SURVEY CONTROL
 GP0292
 GP0292  NGVD 29 (??/??/92) 1655.415  (m)         5431.14   (f) ADJ UNCH    1 2
 GP0292
 GP0292.Superseded values are not recommended for survey control.
 GP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0292.See file dsdata.txt to determine how the superseded data were derived.
 GP0292
 GP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF508709(NAD 83)
 GP0292_MARKER: DB = BENCH MARK DISK
 GP0292_SETTING: 66 = SET IN ROCK OUTCROP
 GP0292_SP_SET: SANDSTONE OUTCROP
 GP0292_STAMPING: S 403 1962
 GP0292_MARK LOGO: CGS   
 GP0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0292+STABILITY: POSITION/ELEVATION WELL
 GP0292
 GP0292  HISTORY     - Date     Condition        Report By
 GP0292  HISTORY     - 1962     MONUMENTED       CGS
 GP0292  HISTORY     - 1983     GOOD             NGS
 GP0292
 GP0292                          STATION DESCRIPTION
 GP0292
 GP0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0292'13.75 MI NE FROM BITTER SPRINGS.
 GP0292'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 89 A FROM THE CHEVRON SERVICE
 GP0292'STATION AT BITTER SPRINGS.  THENCE 13.55 MILES NORTHEAST ALONG U.S.
 GP0292'HIGHWAY 89 LEADING TO PAGE.  OR 12.8 MILES SOUTH ALONG U.S. HIGHWAY 89
 GP0292'FROM THE NORTHEAST END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA, 0.5
 GP0292'MILE NORTHEAST OF THE CREST OF A STEEP HILL, ABOUT 150 FEET SOUTHWEST
 GP0292'OF A SHARP CURVE IN THE HIGHWAY, 39 FEET NORTHWEST OF THE CENTERLINE
 GP0292'OF THE HIGHWAY, 21 FEET NORTHWEST OF A METAL GUARD RAIL, 7.5 FEET
 GP0292'SOUTH-SOUTHEAST OF A ROCK CAIRN, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GP0292'HIGHWAY, AND SET IN THE TOP OF A LARGE, SLOPING, SANDSTONE OUTCROP.
 GP0292
 GP0292                          STATION RECOVERY (1983)
 GP0292
 GP0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1169 ***********************************************************************
 DU1169  DESIGNATION -  S 404
 DU1169  PID         -  DU1169
 DU1169  STATE/COUNTY-  AZ/GILA
 DU1169  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1169
 DU1169                         *CURRENT SURVEY CONTROL
 DU1169  ___________________________________________________________________
 DU1169* NAD 83(1986)-  33 27 29.     (N)    110 43 46.     (W)     SCALED    
 DU1169* NAVD 88     -      1242.914  (meters)    4077.79   (feet)  ADJUSTED  
 DU1169  ___________________________________________________________________
 DU1169  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DU1169  DYNAMIC HT  -        1241.190 (meters)    4072.14  (feet)  COMP
 DU1169  MODELED GRAV-     979,207.6   (mgal)                       NAVD 88
 DU1169
 DU1169  VERT ORDER  -  FIRST     CLASS II
 DU1169
 DU1169.The horizontal coordinates were scaled from a topographic map and have
 DU1169.an estimated accuracy of +/- 6 seconds.
 DU1169
 DU1169.The orthometric height was determined by differential leveling
 DU1169.and adjusted in June 1991.
 DU1169
 DU1169.The geoid height was determined by GEOID03.
 DU1169
 DU1169.The dynamic height is computed by dividing the NAVD 88
 DU1169.geopotential number by the normal gravity value computed on the
 DU1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1169.degrees latitude (g = 980.6199 gals.).
 DU1169
 DU1169.The modeled gravity was interpolated from observed gravity values.
 DU1169
 DU1169;                    North         East    Units  Estimated Accuracy
 DU1169;SPC AZ E     -   272,690.      161,050.      MT  (+/- 180 meters Scaled)
 DU1169
 DU1169                          SUPERSEDED SURVEY CONTROL
 DU1169
 DU1169.No superseded survey control is available for this station.
 DU1169
 DU1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC251021(NAD 83)
 DU1169_MARKER: DB = BENCH MARK DISK
 DU1169_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1169+WITH SETTING: INFORMATION.
 DU1169_SP_SET: SHALLOW SET METAL ROD
 DU1169_STAMPING: S 404 1979
 DU1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1169
 DU1169  HISTORY     - Date     Condition        Report By
 DU1169  HISTORY     - 1979     MONUMENTED       NGS
 DU1169
 DU1169                          STATION DESCRIPTION
 DU1169
 DU1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1169'5.9 MI NE FROM GLOBE.
 DU1169'5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1169'COURTHOUSE IN GLOBE, 0.65 MILE NORTHEAST OF MILE MARKER NUMBER 257,
 DU1169'98.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2.4 FEET EAST
 DU1169'OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 7 FEET.  ACCESS TO THE DISK
 DU1169'IS THROUGH A 4-INCH SCREW PLUG.
 DU1169'THE MARK IS 2.4 FT  NE FROM A WITNESS POST.
 DU1169'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0216 ***********************************************************************
 GP0216  DESIGNATION -  S 404
 GP0216  PID         -  GP0216
 GP0216  STATE/COUNTY-  AZ/COCONINO
 GP0216  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0216
 GP0216                         *CURRENT SURVEY CONTROL
 GP0216  ___________________________________________________________________
 GP0216* NAD 83(1986)-  36 44 09.     (N)    111 38 18.     (W)     SCALED    
 GP0216* NAVD 88     -      1229.117  (meters)    4032.53   (feet)  POSTED    
 GP0216  ___________________________________________________________________
 GP0216  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GP0216  DYNAMIC HT  -        1227.680 (meters)    4027.81  (feet)  COMP
 GP0216  MODELED GRAV-     979,424.6   (mgal)                       NAVD 88
 GP0216
 GP0216  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0216
 GP0216.The horizontal coordinates were scaled from a topographic map and have
 GP0216.an estimated accuracy of +/- 6 seconds.
 GP0216
 GP0216.The orthometric height was determined by differential leveling
 GP0216.and adjusted by the  in 1992.
 GP0216.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0216.rate of 0.0 thru 1.0 mm/km.
 GP0216
 GP0216.The geoid height was determined by GEOID03.
 GP0216
 GP0216.The dynamic height is computed by dividing the NAVD 88
 GP0216.geopotential number by the normal gravity value computed on the
 GP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0216.degrees latitude (g = 980.6199 gals.).
 GP0216
 GP0216.The modeled gravity was interpolated from observed gravity values.
 GP0216
 GP0216;                    North         East    Units  Estimated Accuracy
 GP0216;SPC AZ C     -   636,190.      238,220.      MT  (+/- 180 meters Scaled)
 GP0216
 GP0216                          SUPERSEDED SURVEY CONTROL
 GP0216
 GP0216  NGVD 29 (??/??/92) 1228.209  (m)         4029.55   (f) ADJ UNCH    1 2
 GP0216
 GP0216.Superseded values are not recommended for survey control.
 GP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0216.See file dsdata.txt to determine how the superseded data were derived.
 GP0216
 GP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF430657(NAD 83)
 GP0216_MARKER: DB = BENCH MARK DISK
 GP0216_SETTING: 66 = SET IN ROCK OUTCROP
 GP0216_SP_SET: ROCK OUTCROP
 GP0216_STAMPING: S 404 1962
 GP0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0216+STABILITY: POSITION/ELEVATION WELL
 GP0216
 GP0216  HISTORY     - Date     Condition        Report By
 GP0216  HISTORY     - 1962     MONUMENTED       CGS
 GP0216
 GP0216                          STATION DESCRIPTION
 GP0216
 GP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0216'7.15 MI SE FROM MARBLE CANYON.
 GP0216'ABOUT 7.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0216'OFFICE AND SERVICE STATION AT MARBLE CANYON, 135 FEET WEST OF THE
 GP0216'CENTERLINE OF THE HIGHWAY, 12 FEET NORTHEAST OF A ROCK CAIRN, ABOUT 4
 GP0216'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A ROCK
 GP0216'OUTCROP AT THE BOTTOM OF A SHALLOW WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1200 ***********************************************************************
 DU1200  DESIGNATION -  S 405
 DU1200  PID         -  DU1200
 DU1200  STATE/COUNTY-  AZ/GILA
 DU1200  USGS QUAD   -  CHRYSOTILE (1966)
 DU1200
 DU1200                         *CURRENT SURVEY CONTROL
 DU1200  ___________________________________________________________________
 DU1200* NAD 83(1986)-  33 41 37.     (N)    110 33 37.     (W)     SCALED    
 DU1200* NAVD 88     -      1775.271  (meters)    5824.37   (feet)  ADJUSTED  
 DU1200  ___________________________________________________________________
 DU1200  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DU1200  DYNAMIC HT  -        1772.703 (meters)    5815.94  (feet)  COMP
 DU1200  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 DU1200
 DU1200  VERT ORDER  -  FIRST     CLASS II
 DU1200
 DU1200.The horizontal coordinates were scaled from a topographic map and have
 DU1200.an estimated accuracy of +/- 6 seconds.
 DU1200
 DU1200.The orthometric height was determined by differential leveling
 DU1200.and adjusted in June 1991.
 DU1200
 DU1200.The geoid height was determined by GEOID03.
 DU1200
 DU1200.The dynamic height is computed by dividing the NAVD 88
 DU1200.geopotential number by the normal gravity value computed on the
 DU1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1200.degrees latitude (g = 980.6199 gals.).
 DU1200
 DU1200.The modeled gravity was interpolated from observed gravity values.
 DU1200
 DU1200;                    North         East    Units  Estimated Accuracy
 DU1200;SPC AZ E     -   298,740.      176,870.      MT  (+/- 180 meters Scaled)
 DU1200
 DU1200                          SUPERSEDED SURVEY CONTROL
 DU1200
 DU1200.No superseded survey control is available for this station.
 DU1200
 DU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC407282(NAD 83)
 DU1200_MARKER: DB = BENCH MARK DISK
 DU1200_SETTING: 66 = SET IN ROCK OUTCROP
 DU1200_SP_SET: ROCK OUTCROP
 DU1200_STAMPING: S 405 1979
 DU1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1200+STABILITY: POSITION/ELEVATION WELL
 DU1200
 DU1200  HISTORY     - Date     Condition        Report By
 DU1200  HISTORY     - 1979     MONUMENTED       NGS
 DU1200
 DU1200                          STATION DESCRIPTION
 DU1200
 DU1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1200'27.4 MI NE FROM GLOBE.
 DU1200'27.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1200'COURTHOUSE IN GLOBE, 34.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DU1200'THE MARK IS 1.7 FT  S FROM A WITNESS POST.
 DU1200'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0313 ***********************************************************************
 GP0313  DESIGNATION -  S 405
 GP0313  PID         -  GP0313
 GP0313  STATE/COUNTY-  AZ/COCONINO
 GP0313  USGS QUAD   -  FERRY SWALE (1985)
 GP0313
 GP0313                         *CURRENT SURVEY CONTROL
 GP0313  ___________________________________________________________________
 GP0313* NAD 83(1986)-  36 58 27.     (N)    111 35 39.     (W)     SCALED    
 GP0313* NAVD 88     -      1339.397  (meters)    4394.34   (feet)  ADJUSTED  
 GP0313  ___________________________________________________________________
 GP0313  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 GP0313  DYNAMIC HT  -        1337.874 (meters)    4389.34  (feet)  COMP
 GP0313  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 GP0313
 GP0313  VERT ORDER  -  FIRST     CLASS II
 GP0313
 GP0313.The horizontal coordinates were scaled from a topographic map and have
 GP0313.an estimated accuracy of +/- 6 seconds.
 GP0313
 GP0313.The orthometric height was determined by differential leveling
 GP0313.and adjusted in June 1991.
 GP0313
 GP0313.The geoid height was determined by GEOID03.
 GP0313
 GP0313.The dynamic height is computed by dividing the NAVD 88
 GP0313.geopotential number by the normal gravity value computed on the
 GP0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0313.degrees latitude (g = 980.6199 gals.).
 GP0313
 GP0313.The modeled gravity was interpolated from observed gravity values.
 GP0313
 GP0313;                    North         East    Units  Estimated Accuracy
 GP0313;SPC AZ C     -   662,650.      242,070.      MT  (+/- 180 meters Scaled)
 GP0313
 GP0313                          SUPERSEDED SURVEY CONTROL
 GP0313
 GP0313  NGVD 29 (??/??/92) 1338.481  (m)         4391.33   (f) ADJ UNCH    1 2
 GP0313
 GP0313.Superseded values are not recommended for survey control.
 GP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0313.See file dsdata.txt to determine how the superseded data were derived.
 GP0313
 GP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF471921(NAD 83)
 GP0313_MARKER: DB = BENCH MARK DISK
 GP0313_SETTING: 66 = SET IN ROCK OUTCROP
 GP0313_SP_SET: ROCK OUTCROP
 GP0313_STAMPING: S 405 1962
 GP0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0313+STABILITY: POSITION/ELEVATION WELL
 GP0313
 GP0313  HISTORY     - Date     Condition        Report By
 GP0313  HISTORY     - 1962     MONUMENTED       CGS
 GP0313
 GP0313                          STATION DESCRIPTION
 GP0313
 GP0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0313'8.5 MI NW FROM PAGE.
 GP0313'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0313'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0313'WEST-NORTHWEST ALONG AN ASPHALT ROAD.  THENCE 2.0 MILES SOUTHWEST
 GP0313'ALONG A TRACK ROAD LEADING TO A BUREAU OF RECLAMATION SEISMOLOGY
 GP0313'STATION, AT THE SEISMOLOGY STATION, 83.5 FEET NORTHWEST OF THE WEST
 GP0313'CORNER OF A CONCRETE STEP AND ENTRANCE TO THE STATION, 126 FEET
 GP0313'NORTHEAST OF A METAL ANTENNA, 58.0 FEET EAST OF A METAL WITNESS POST,
 GP0313'AND SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0444 ***********************************************************************
 DT0444  DESIGNATION -  S 406
 DT0444  PID         -  DT0444
 DT0444  STATE/COUNTY-  AZ/NAVAJO
 DT0444  USGS QUAD   -  WHITERIVER (1984)
 DT0444
 DT0444                         *CURRENT SURVEY CONTROL
 DT0444  ___________________________________________________________________
 DT0444* NAD 83(1986)-  33 50 34.     (N)    109 57 51.     (W)     SCALED    
 DT0444* NAVD 88     -      1608.547  (meters)    5277.37   (feet)  ADJUSTED  
 DT0444  ___________________________________________________________________
 DT0444  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 DT0444  DYNAMIC HT  -        1606.195 (meters)    5269.66  (feet)  COMP
 DT0444  MODELED GRAV-     979,117.9   (mgal)                       NAVD 88
 DT0444
 DT0444  VERT ORDER  -  FIRST     CLASS II
 DT0444
 DT0444.The horizontal coordinates were scaled from a topographic map and have
 DT0444.an estimated accuracy of +/- 6 seconds.
 DT0444
 DT0444.The orthometric height was determined by differential leveling
 DT0444.and adjusted in June 1991.
 DT0444
 DT0444.The geoid height was determined by GEOID03.
 DT0444
 DT0444.The dynamic height is computed by dividing the NAVD 88
 DT0444.geopotential number by the normal gravity value computed on the
 DT0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0444.degrees latitude (g = 980.6199 gals.).
 DT0444
 DT0444.The modeled gravity was interpolated from observed gravity values.
 DT0444
 DT0444;                    North         East    Units  Estimated Accuracy
 DT0444;SPC AZ E     -   315,240.      232,100.      MT  (+/- 180 meters Scaled)
 DT0444
 DT0444                          SUPERSEDED SURVEY CONTROL
 DT0444
 DT0444.No superseded survey control is available for this station.
 DT0444
 DT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC958452(NAD 83)
 DT0444_MARKER: DB = BENCH MARK DISK
 DT0444_SETTING: 66 = SET IN ROCK OUTCROP
 DT0444_SP_SET: ROCK OUTCROP
 DT0444_STAMPING: S 406 1979
 DT0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0444+STABILITY: POSITION/ELEVATION WELL
 DT0444
 DT0444  HISTORY     - Date     Condition        Report By
 DT0444  HISTORY     - 1979     MONUMENTED       NGS
 DT0444
 DT0444                          STATION DESCRIPTION
 DT0444
 DT0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0444'0.5 MI NORTH FROM WHITERIVER.
 DT0444'0.5 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0444'HEADQUARTERS IN WHITERIVER, 58.9 FEET WEST OF THE CENTERLINE OF THE
 DT0444'HIGHWAY, 18.6 FEET SOUTH-SOUTHWEST OF FIRE HYDRANT NUMBER 35 AND
 DT0444'3.8 FEET NORTHWEST OF THE NORTHEAST CORNER POST OF AN OLD LOG FENCE.
 DT0444'THE MARK IS 1.7 FT  SW FROM A WITNESS POST.
 DT0444'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1253 ***********************************************************************
 DU1253  DESIGNATION -  S 407
 DU1253  PID         -  DU1253
 DU1253  STATE/COUNTY-  AZ/GILA
 DU1253  USGS QUAD   -  CANYON DAY (1978)
 DU1253
 DU1253                         *CURRENT SURVEY CONTROL
 DU1253  ___________________________________________________________________
 DU1253* NAD 83(1986)-  33 47 26.     (N)    110 00 59.     (W)     SCALED    
 DU1253* NAVD 88     -      1540.091  (meters)    5052.78   (feet)  ADJUSTED  
 DU1253  ___________________________________________________________________
 DU1253  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 DU1253  DYNAMIC HT  -        1537.860 (meters)    5045.46  (feet)  COMP
 DU1253  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 DU1253
 DU1253  VERT ORDER  -  FIRST     CLASS II
 DU1253
 DU1253.The horizontal coordinates were scaled from a topographic map and have
 DU1253.an estimated accuracy of +/- 6 seconds.
 DU1253
 DU1253.The orthometric height was determined by differential leveling
 DU1253.and adjusted in June 1991.
 DU1253
 DU1253.The geoid height was determined by GEOID03.
 DU1253
 DU1253.The dynamic height is computed by dividing the NAVD 88
 DU1253.geopotential number by the normal gravity value computed on the
 DU1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1253.degrees latitude (g = 980.6199 gals.).
 DU1253
 DU1253.The modeled gravity was interpolated from observed gravity values.
 DU1253
 DU1253;                    North         East    Units  Estimated Accuracy
 DU1253;SPC AZ E     -   309,440.      227,280.      MT  (+/- 180 meters Scaled)
 DU1253
 DU1253                          SUPERSEDED SURVEY CONTROL
 DU1253
 DU1253.No superseded survey control is available for this station.
 DU1253
 DU1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC910393(NAD 83)
 DU1253_MARKER: DB = BENCH MARK DISK
 DU1253_SETTING: 66 = SET IN ROCK OUTCROP
 DU1253_SP_SET: ROCK OUTCROP
 DU1253_STAMPING: S 407 1979
 DU1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1253+STABILITY: POSITION/ELEVATION WELL
 DU1253
 DU1253  HISTORY     - Date     Condition        Report By
 DU1253  HISTORY     - 1979     MONUMENTED       NGS
 DU1253
 DU1253                          STATION DESCRIPTION
 DU1253
 DU1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1253'4.6 MI SW FROM WHITERIVER.
 DU1253'4.6 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1253'HEADQUARTERS IN WHITERIVER, 34 FEET NORTH OF THE CENTERLINE OF THE
 DU1253'HIGHWAY.
 DU1253'THE MARK IS 2.2 FT  NE FROM A WITNESS POST.
 DU1253'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0380 ***********************************************************************
 ER0380  SACS        -  This is a Secondary Airport Control Station.
 ER0380  DESIGNATION -  S 408
 ER0380  PID         -  ER0380
 ER0380  STATE/COUNTY-  AZ/APACHE
 ER0380  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0380
 ER0380                         *CURRENT SURVEY CONTROL
 ER0380  ___________________________________________________________________
 ER0380* NAD 83(1992)-  34 07 45.14247(N)    109 18 31.00213(W)     ADJUSTED  
 ER0380* NAVD 88     -      2145.449  (meters)    7038.86   (feet)  ADJUSTED  
 ER0380  ___________________________________________________________________
 ER0380  X           -  -1,748,175.542 (meters)                     COMP
 ER0380  Y           -  -4,989,601.448 (meters)                     COMP
 ER0380  Z           -   3,559,510.350 (meters)                     COMP
 ER0380  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 ER0380  ELLIP HEIGHT-        2122.859 (meters)          (05/02/06) ADJUSTED
 ER0380  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0380  DYNAMIC HT  -        2142.113 (meters)    7027.92  (feet)  COMP
 ER0380  MODELED GRAV-     979,004.0   (mgal)                       NAVD 88
 ER0380
 ER0380  HORZ ORDER  -  FIRST
 ER0380  VERT ORDER  -  FIRST     CLASS II
 ER0380  ELLP ORDER  -  SECOND    CLASS I
 ER0380
 ER0380.This mark is at Town Of Springerville Municipal Airport  (D68)
 ER0380
 ER0380.The horizontal coordinates were established by GPS observations
 ER0380.and adjusted by the WOOLPERT CONSULTANTS in May 2006.
 ER0380
 ER0380.The orthometric height was determined by differential leveling
 ER0380.and adjusted in June 1991.
 ER0380
 ER0380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0380
 ER0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0380
 ER0380.The ellipsoidal height was determined by GPS observations
 ER0380.and is referenced to NAD 83.
 ER0380
 ER0380.The geoid height was determined by GEOID03.
 ER0380
 ER0380.The dynamic height is computed by dividing the NAVD 88
 ER0380.geopotential number by the normal gravity value computed on the
 ER0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0380.degrees latitude (g = 980.6199 gals.).
 ER0380
 ER0380.The modeled gravity was interpolated from observed gravity values.
 ER0380
 ER0380;                    North         East     Units Scale Factor Converg.
 ER0380;SPC AZ E     -   347,316.947   292,504.192   MT  0.99997719   +0 28 53.2
 ER0380;SPC AZ E     - 1,139,491.30    959,659.42   iFT  0.99997719   +0 28 53.2
 ER0380;UTM  12      - 3,777,774.106   655,967.617   MT  0.99989987   +0 56 57.0
 ER0380
 ER0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0380!SPC AZ E     -   0.99966686  x   0.99997719  =   0.99964406
 ER0380!UTM  12      -   0.99966686  x   0.99989987  =   0.99956676
 ER0380
 ER0380:                Primary Azimuth Mark                     Grid Az
 ER0380:SPC AZ E     -  FAA Q35 B                                023 02 34.3
 ER0380:UTM  12      -  FAA Q35 B                                022 34 30.5
 ER0380
 ER0380|---------------------------------------------------------------------|
 ER0380| PID    Reference Object                     Distance      Geod. Az  |
 ER0380|                                                           dddmmss.s |
 ER0380| ER0697 FAA Q35 B                           APPROX. 0.6 KM 0233127.5 |
 ER0380|---------------------------------------------------------------------|
 ER0380
 ER0380                          SUPERSEDED SURVEY CONTROL
 ER0380
 ER0380  NAVD 88 (05/02/06) 2145.45   (m)         7038.9    (f) LEVELING    3  
 ER0380
 ER0380.Superseded values are not recommended for survey control.
 ER0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0380.See file dsdata.txt to determine how the superseded data were derived.
 ER0380
 ER0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5596877774(NAD 83)
 ER0380_MARKER: I = METAL ROD
 ER0380_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0380+WITH SETTING: INFORMATION.
 ER0380_SP_SET: SHALLOW SET METAL ROD
 ER0380_STAMPING: S 408 1980
 ER0380_MARK LOGO: NGS   
 ER0380_PROJECTION: FLUSH
 ER0380_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0380+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 ER0380_ROD/PIPE-DEPTH: 0.9  meters
 ER0380
 ER0380  HISTORY     - Date     Condition        Report By
 ER0380  HISTORY     - 1980     MONUMENTED       NGS
 ER0380  HISTORY     - 20050728 GOOD             USPSQD
 ER0380  HISTORY     - 20060323 GOOD             WOOLPT
 ER0380
 ER0380                          STATION DESCRIPTION
 ER0380
 ER0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0380'4.3 KM NW FROM EAGAR.
 ER0380'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 180 B FROM THE
 ER0380'POST OFFICE IN EAGAR, THENCE 2.2 KM (1.35 MI) WEST ALONG
 ER0380'AIRPORT ROAD, 0.7 KM (0.45 MI) WEST OF THE WEST END OF A
 ER0380'BRIDGE OVER THE LITTLE COLORADO RIVER, 17.1 METERS (56.1 FT) SOUTH
 ER0380'OF A FENCE CORNER, 5.9 METERS (19.5 FT) SOUTHEAST OF A FENCE AND 2.0
 ER0380'METERS (6.6 FT) SOUTHWEST OF A POWER POLE WITH A GUY WIRE, NOTE=
 ER0380'REFUSAL WAS REACHED AT 0.9 METERS (3.0 FT).  ACCESS TO THE
 ER0380'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0380'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 ER0380'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 ER0380
 ER0380                          STATION RECOVERY (2005)
 ER0380
 ER0380'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0380'RECOVERED AS DESCRIBED.
 ER0380
 ER0380                          STATION RECOVERY (2006)
 ER0380
 ER0380'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 ER0380'DESCRIBED BY DJK, WOOLPERT INC.  2006 THE STATION IS LOCATED ABOUT 68
 ER0380'KM (42 MI) SOUTHEAST OF SHOW LOW AND 3 KM (1.9 MI) WEST OF
 ER0380'SPRINGERVILLE, AT THE TOWN OF SPRINGERVILLE MUNICIPAL AIRPORT, ON THE
 ER0380'SOUTHEAST SIDE OF THE AIRPORT ON THE SOUTHEAST SIDE OF THE MAIN TAXI
 ER0380'WAY, NEAR A SMALL ROCKY AREA.  OWNERSHIP-- TOWN OF SPRINGERVILLE, P.O.
 ER0380'BOX 390, SPRINGERVILLE, AZ 85938.  PHONE 928-333-2656.  AIRPORT
 ER0380'MANAGER BRIAN MARTIN, PHONE 928-333-5746.
 ER0380' 
 ER0380'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 180, 666
 ER0380'AND STATE HIGHWAY 260 SPUR AT THE POST OFFICE IN SPRINGERVILLE, GO
 ER0380'SOUTH ON HIGHWAY 260 SPUR FOR 0.38 KM (0.24 MI) TO AN OFFSET CROSSROAD
 ER0380'AT THE NATIONAL FOREST RANGER STATION ON THE RIGHT.  TURN RIGHT, WEST,
 ER0380'ON AIRPORT ROAD FOR 2.00 KM (1.24 MI) TO THE PAVEMENT END AT THE
 ER0380'AIRPORT OFFICE AND A GATE AHEAD.  CONTINUE THROUGH THE GATE SOUTHWEST
 ER0380'ON A GRAVEL ROAD FOR ABOUT 73 M (240 FT) TO THE STATION ON THE RIGHT.
 ER0380' 
 ER0380'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD SET IN
 ER0380'A GREASE SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP FLUSH WITH THE
 ER0380'GROUND.  IT IS SOUTH OF A FENCED ELECTRIC TRANSFORMER FACILITY, 17.07
 ER0380'M (56.0 FT) SOUTHWEST OF THE SOUTHEAST FENCE CORNER, 15.55 M (51.0 FT)
 ER0380'SOUTHEAST OF THE SOUTHWEST FENCE CORNER, 2 M (6.5 FT) WEST OF A POWER
 ER0380'POLE, AND 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0478 ***********************************************************************
 DT0478  DESIGNATION -  S 409
 DT0478  PID         -  DT0478
 DT0478  STATE/COUNTY-  AZ/APACHE
 DT0478  USGS QUAD   -  LUNA LAKE (1991)
 DT0478
 DT0478                         *CURRENT SURVEY CONTROL
 DT0478  ___________________________________________________________________
 DT0478* NAD 83(1986)-  33 49 30.     (N)    109 04 50.     (W)     SCALED    
 DT0478* NAVD 88     -      2420.041  (meters)    7939.75   (feet)  ADJUSTED  
 DT0478  ___________________________________________________________________
 DT0478  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DT0478  DYNAMIC HT  -        2416.094 (meters)    7926.80  (feet)  COMP
 DT0478  MODELED GRAV-     978,917.9   (mgal)                       NAVD 88
 DT0478
 DT0478  VERT ORDER  -  FIRST     CLASS II
 DT0478
 DT0478.The horizontal coordinates were scaled from a topographic map and have
 DT0478.an estimated accuracy of +/- 6 seconds.
 DT0478
 DT0478.The orthometric height was determined by differential leveling
 DT0478.and adjusted in June 1991.
 DT0478
 DT0478.The geoid height was determined by GEOID03.
 DT0478
 DT0478.The dynamic height is computed by dividing the NAVD 88
 DT0478.geopotential number by the normal gravity value computed on the
 DT0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0478.degrees latitude (g = 980.6199 gals.).
 DT0478
 DT0478.The modeled gravity was interpolated from observed gravity values.
 DT0478
 DT0478;                    North         East    Units  Estimated Accuracy
 DT0478;SPC AZ E     -   313,780.      313,900.      MT  (+/- 180 meters Scaled)
 DT0478
 DT0478                          SUPERSEDED SURVEY CONTROL
 DT0478
 DT0478.No superseded survey control is available for this station.
 DT0478
 DT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC776444(NAD 83)
 DT0478_MARKER: I = METAL ROD
 DT0478_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0478+WITH SETTING: INFORMATION.
 DT0478_SP_SET: SHALLOW SET METAL ROD
 DT0478_STAMPING: S 409 1980
 DT0478_PROJECTION: FLUSH
 DT0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0478_ROD/PIPE-DEPTH: 1.0  meters
 DT0478
 DT0478  HISTORY     - Date     Condition        Report By
 DT0478  HISTORY     - 1980     MONUMENTED       NGS
 DT0478  HISTORY     - 20050729 GOOD             USPSQD
 DT0478
 DT0478                          STATION DESCRIPTION
 DT0478
 DT0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0478'7.3 KM SE FROM ALPINE.
 DT0478'7.3 KM (4.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0478'POST OFFICE IN ALPINE, 0.3 KM (0.2 MI) NORTHWEST OF MILE
 DT0478'POST 431, 31.0 METERS (102.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DT0478'HIGHWAY, 3.3 METERS (10.8 FT) NORTHWEST OF THE NORTHWEST GATE POST,
 DT0478'0.5 METERS (1.8 FT) SOUTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED
 DT0478'AT 1.0 METERS (3.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH
 DT0478'A 5-INCH LOGO CAP.
 DT0478'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DT0478'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 DT0478
 DT0478                          STATION RECOVERY (2005)
 DT0478
 DT0478'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0196 ***********************************************************************
 ER0196  DESIGNATION -  S 41
 ER0196  PID         -  ER0196
 ER0196  STATE/COUNTY-  AZ/APACHE
 ER0196  USGS QUAD   -  EAGAR (1984)
 ER0196
 ER0196                         *CURRENT SURVEY CONTROL
 ER0196  ___________________________________________________________________
 ER0196* NAD 83(1986)-  34 06 38.     (N)    109 17 30.     (W)     SCALED    
 ER0196* NAVD 88     -      2160.957  (meters)    7089.74   (feet)  ADJUSTED  
 ER0196  ___________________________________________________________________
 ER0196  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0196  DYNAMIC HT  -        2157.578 (meters)    7078.65  (feet)  COMP
 ER0196  MODELED GRAV-     978,994.6   (mgal)                       NAVD 88
 ER0196
 ER0196  VERT ORDER  -  FIRST     CLASS II
 ER0196
 ER0196.The horizontal coordinates were scaled from a topographic map and have
 ER0196.an estimated accuracy of +/- 6 seconds.
 ER0196
 ER0196.The orthometric height was determined by differential leveling
 ER0196.and adjusted in June 1991.
 ER0196
 ER0196.The geoid height was determined by GEOID03.
 ER0196
 ER0196.The dynamic height is computed by dividing the NAVD 88
 ER0196.geopotential number by the normal gravity value computed on the
 ER0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0196.degrees latitude (g = 980.6199 gals.).
 ER0196
 ER0196.The modeled gravity was interpolated from observed gravity values.
 ER0196
 ER0196;                    North         East    Units  Estimated Accuracy
 ER0196;SPC AZ E     -   345,260.      294,090.      MT  (+/- 180 meters Scaled)
 ER0196
 ER0196                          SUPERSEDED SURVEY CONTROL
 ER0196
 ER0196  NGVD 29 (??/??/92) 2159.977  (m)         7086.52   (f) ADJ UNCH    1 2
 ER0196
 ER0196.Superseded values are not recommended for survey control.
 ER0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0196.See file dsdata.txt to determine how the superseded data were derived.
 ER0196
 ER0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC575757(NAD 83)
 ER0196_MARKER: DB = BENCH MARK DISK
 ER0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0196_STAMPING: S 41 1934
 ER0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0196+STABILITY: SURFACE MOTION
 ER0196
 ER0196  HISTORY     - Date     Condition        Report By
 ER0196  HISTORY     - 1934     MONUMENTED       CGS
 ER0196  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0196  HISTORY     - 1980     MARK NOT FOUND   NGS
 ER0196
 ER0196                          STATION DESCRIPTION
 ER0196
 ER0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0196'IN EAGAR.
 ER0196'AT EAGAR, APACHE COUNTY, 0.2 MILE NORTH OF THE GRAMMAR SCHOOL
 ER0196'BUILDING, AT THE JUNCTION OF U.S. HIGHWAY 666 AND STATE HIGHWAY 73,
 ER0196'AND 25 FEET WEST OF A POINT 45 FEET SOUTH OF THE CENTER OF THE
 ER0196'JUNCTION.  A STANDARD DISK, STAMPED S 41 1934 AND SET IN THE TOP OF A
 ER0196'CONCRETE POST.
 ER0196
 ER0196                          STATION RECOVERY (1969)
 ER0196
 ER0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0196'MARK NOT FOUND.
 ER0196
 ER0196                          STATION RECOVERY (1980)
 ER0196
 ER0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0196'THE JUNCTION OF THE HIGHWAYS HAVE BEEN WIDENED AND THIS MARK IS
 ER0196'BELIEVED TO BE UNDER THE PAVEMENT OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1019 ***********************************************************************
 DV1019  DESIGNATION -  S 413
 DV1019  PID         -  DV1019
 DV1019  STATE/COUNTY-  AZ/LA PAZ
 DV1019  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1019
 DV1019                         *CURRENT SURVEY CONTROL
 DV1019  ___________________________________________________________________
 DV1019* NAD 83(1986)-  33 37 21.     (N)    113 21 12.     (W)     SCALED    
 DV1019* NAVD 88     -       447.281  (meters)    1467.45   (feet)  ADJUSTED  
 DV1019  ___________________________________________________________________
 DV1019  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1019  DYNAMIC HT  -         446.753 (meters)    1465.72  (feet)  COMP
 DV1019  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 DV1019
 DV1019  VERT ORDER  -  FIRST     CLASS II
 DV1019
 DV1019.The horizontal coordinates were scaled from a topographic map and have
 DV1019.an estimated accuracy of +/- 6 seconds.
 DV1019
 DV1019.The orthometric height was determined by differential leveling
 DV1019.and adjusted in June 1991.
 DV1019
 DV1019.The geoid height was determined by GEOID03.
 DV1019
 DV1019.The dynamic height is computed by dividing the NAVD 88
 DV1019.geopotential number by the normal gravity value computed on the
 DV1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1019.degrees latitude (g = 980.6199 gals.).
 DV1019
 DV1019.The modeled gravity was interpolated from observed gravity values.
 DV1019
 DV1019;                    North         East    Units  Estimated Accuracy
 DV1019;SPC AZ W     -   290,870.      250,170.      MT  (+/- 180 meters Scaled)
 DV1019
 DV1019                          SUPERSEDED SURVEY CONTROL
 DV1019
 DV1019  NGVD 29 (??/??/92)  446.604  (m)         1465.23   (f) ADJ UNCH    1 2
 DV1019
 DV1019.Superseded values are not recommended for survey control.
 DV1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1019.See file dsdata.txt to determine how the superseded data were derived.
 DV1019
 DV1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC816227(NAD 83)
 DV1019_MARKER: DB = BENCH MARK DISK
 DV1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1019_STAMPING: S 413 1962
 DV1019_MARK LOGO: CGS   
 DV1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1019+STABILITY: SURFACE MOTION
 DV1019
 DV1019  HISTORY     - Date     Condition        Report By
 DV1019  HISTORY     - 1962     MONUMENTED       CGS
 DV1019  HISTORY     - 1981     GOOD             NGS
 DV1019  HISTORY     - 20060519 MARK NOT FOUND   GEOCAC
 DV1019
 DV1019                          STATION DESCRIPTION
 DV1019
 DV1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1019'19.4 MI SE FROM SALOME.
 DV1019'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1019'AT SALOME, THENCE 0.9 MILE SOUTH ALONG A BLADED ROAD, 24 FEET WEST OF
 DV1019'THE CENTER OF THE BLADED ROAD, 2.5 FEET NORTHWEST OF A METAL WITNESS
 DV1019'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV1019
 DV1019                          STATION RECOVERY (1981)
 DV1019
 DV1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1019'RECOVERED IN GOOD CONDITION.
 DV1019
 DV1019                          STATION RECOVERY (2006)
 DV1019
 DV1019'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1019'DID NOT LOCATE THE WITNESS POST ALONG THE BLADED ROAD WHICH IS AVENUE
 DV1019'75.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1026 ***********************************************************************
 DU1026  DESIGNATION -  S 414
 DU1026  PID         -  DU1026
 DU1026  STATE/COUNTY-  AZ/PINAL
 DU1026  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1026
 DU1026                         *CURRENT SURVEY CONTROL
 DU1026  ___________________________________________________________________
 DU1026* NAD 83(1986)-  33 06 28.     (N)    111 50 01.     (W)     SCALED    
 DU1026* NAVD 88     -       376.14   (+/-2cm)    1234.1    (feet)  VERTCON   
 DU1026  ___________________________________________________________________
 DU1026  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DU1026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1026
 DU1026.The horizontal coordinates were scaled from a topographic map and have
 DU1026.an estimated accuracy of +/- 6 seconds.
 DU1026
 DU1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1026.The vertical order pertains to the NGVD 29 superseded value.
 DU1026
 DU1026.The geoid height was determined by GEOID03.
 DU1026
 DU1026;                    North         East    Units  Estimated Accuracy
 DU1026;SPC AZ C     -   233,710.      221,110.      MT  (+/- 180 meters Scaled)
 DU1026
 DU1026                          SUPERSEDED SURVEY CONTROL
 DU1026
 DU1026  NGVD 29 (??/??/92)  375.666  (m)         1232.50   (f) ADJ UNCH    2 0
 DU1026
 DU1026.Superseded values are not recommended for survey control.
 DU1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1026.See file dsdata.txt to determine how the superseded data were derived.
 DU1026
 DU1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB222635(NAD 83)
 DU1026_MARKER: DB = BENCH MARK DISK
 DU1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1026_STAMPING: S 414 1962
 DU1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1026+STABILITY: SURFACE MOTION
 DU1026
 DU1026  HISTORY     - Date     Condition        Report By
 DU1026  HISTORY     - 1962     MONUMENTED       CGS
 DU1026
 DU1026                          STATION DESCRIPTION
 DU1026
 DU1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1026'4.0 MI SE FROM CASA BLANCA.
 DU1026'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1026'SCHOOL, THENCE 0.85 MILE SOUTH ALONG STATE HIGHWAY 93, THENCE 0.55
 DU1026'MILE EAST ALONG A GRAVEL ROAD, 38 FEET NORTH OF THE CENTER OF THE
 DU1026'ROAD, 50 FEET NORTHWEST OF A TELEPHONE POLE, 3.1 FEET SOUTHEAST OF A
 DU1026'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 DU1026'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0857 ***********************************************************************
 DV0857  DESIGNATION -  S 415 67
 DV0857  PID         -  DV0857
 DV0857  STATE/COUNTY-  AZ/MARICOPA
 DV0857  USGS QUAD   -  WINTERSBURG (1984)
 DV0857
 DV0857                         *CURRENT SURVEY CONTROL
 DV0857  ___________________________________________________________________
 DV0857* NAD 83(1986)-  33 28 55.     (N)    112 52 00.     (W)     SCALED    
 DV0857* NAVD 88     -       333.72   (+/-2cm)    1094.9    (feet)  VERTCON   
 DV0857  ___________________________________________________________________
 DV0857  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV0857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0857
 DV0857.The horizontal coordinates were scaled from a topographic map and have
 DV0857.an estimated accuracy of +/- 6 seconds.
 DV0857
 DV0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0857.The vertical order pertains to the NGVD 29 superseded value.
 DV0857
 DV0857.The geoid height was determined by GEOID03.
 DV0857
 DV0857;                    North         East    Units  Estimated Accuracy
 DV0857;SPC AZ C     -   275,600.      125,070.      MT  (+/- 180 meters Scaled)
 DV0857
 DV0857                          SUPERSEDED SURVEY CONTROL
 DV0857
 DV0857  NGVD 29 (??/??/92)  333.099  (m)         1092.84   (f) ADJ UNCH    2 0
 DV0857
 DV0857.Superseded values are not recommended for survey control.
 DV0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0857.See file dsdata.txt to determine how the superseded data were derived.
 DV0857
 DV0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC265062(NAD 83)
 DV0857_MARKER: DB = BENCH MARK DISK
 DV0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0857_STAMPING: S 415 67 1962
 DV0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0857+STABILITY: SURFACE MOTION
 DV0857
 DV0857  HISTORY     - Date     Condition        Report By
 DV0857  HISTORY     - 1962     MONUMENTED       CGS
 DV0857
 DV0857                          STATION DESCRIPTION
 DV0857
 DV0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0857'4.95 MI SE FROM TONOPAH.
 DV0857'4.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0857'THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD, 45 FEET EAST OF THE CENTER
 DV0857'OF THE GRAVEL ROAD, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 DV0857'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 DV0857'PROJECTING 4 INCHES.  THE MARK IS IN THE CENTER OF THE MEDIAN STRIP OF
 DV0857'PROPOSED INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0977 ***********************************************************************
 DU0977  DESIGNATION -  S 416
 DU0977  PID         -  DU0977
 DU0977  STATE/COUNTY-  AZ/MARICOPA
 DU0977  USGS QUAD   -  TEMPE (1982)
 DU0977
 DU0977                         *CURRENT SURVEY CONTROL
 DU0977  ___________________________________________________________________
 DU0977* NAD 83(1986)-  33 24 32.     (N)    111 58 10.     (W)     SCALED    
 DU0977* NAVD 88     -       350.70   (+/-2cm)    1150.6    (feet)  VERTCON   
 DU0977  ___________________________________________________________________
 DU0977  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0977
 DU0977.The horizontal coordinates were scaled from a topographic map and have
 DU0977.an estimated accuracy of +/- 6 seconds.
 DU0977
 DU0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0977.The vertical order pertains to the NGVD 29 superseded value.
 DU0977
 DU0977.The geoid height was determined by GEOID03.
 DU0977
 DU0977;                    North         East    Units  Estimated Accuracy
 DU0977;SPC AZ C     -   267,100.      208,450.      MT  (+/- 180 meters Scaled)
 DU0977
 DU0977                          SUPERSEDED SURVEY CONTROL
 DU0977
 DU0977  NGVD 29 (??/??/92)  350.071  (m)         1148.52   (f) ADJ UNCH    2 0
 DU0977
 DU0977.Superseded values are not recommended for survey control.
 DU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0977.See file dsdata.txt to determine how the superseded data were derived.
 DU0977
 DU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098970(NAD 83)
 DU0977_MARKER: DB = BENCH MARK DISK
 DU0977_SETTING: 66 = SET IN ROCK OUTCROP
 DU0977_SP_SET: BEDROCK
 DU0977_STAMPING: S 416 1963
 DU0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0977+STABILITY: POSITION/ELEVATION WELL
 DU0977
 DU0977  HISTORY     - Date     Condition        Report By
 DU0977  HISTORY     - 1963     MONUMENTED       CGS
 DU0977  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0977  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0977
 DU0977                          STATION DESCRIPTION
 DU0977
 DU0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0977'6.0 MI E FROM PHOENIX.
 DU0977'6.0 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DU0977'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, AT THE JUNCTION
 DU0977'OF EAST BROADWAY AND SOUTH 52ND STREET, SET IN BEDROCK AT THE
 DU0977'NORTHWEST SIDE OF BELL BUTTE, 109 FEET SOUTH OF THE CENTER OF EAST
 DU0977'BROADWAY, 135 FEET EAST OF THE EXTENDED CENTER OF SOUTH 52ND STREET,
 DU0977'66.5 FEET EAST OF A TRIANGLE BLAZED TELEPHONE POLE, AND ABOUT 4 FEET
 DU0977'ABOVE THE LEVEL OF THE EAST BROADWAY.
 DU0977
 DU0977                          STATION RECOVERY (1992)
 DU0977
 DU0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0977'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 DU0977'DESTROYED.
 DU0977
 DU0977                          STATION RECOVERY (2007)
 DU0977
 DU0977'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0977'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0977'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1487 ***********************************************************************
 CZ1487  DESIGNATION -  S 418
 CZ1487  PID         -  CZ1487
 CZ1487  STATE/COUNTY-  AZ/COCHISE
 CZ1487  USGS QUAD   -  DRAGOON (1995)
 CZ1487
 CZ1487                         *CURRENT SURVEY CONTROL
 CZ1487  ___________________________________________________________________
 CZ1487* NAD 83(1986)-  32 04 53.     (N)    110 03 05.     (W)     SCALED    
 CZ1487* NAVD 88     -      1482.108  (meters)    4862.55   (feet)  ADJUSTED  
 CZ1487  ___________________________________________________________________
 CZ1487  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CZ1487  DYNAMIC HT  -        1479.831 (meters)    4855.08  (feet)  COMP
 CZ1487  MODELED GRAV-     979,050.5   (mgal)                       NAVD 88
 CZ1487  OBS GRAVITY -     979,052.8   (mgal)                       GRAV_OBS
 CZ1487
 CZ1487  VERT ORDER  -  FIRST     CLASS II
 CZ1487
 CZ1487.The horizontal coordinates were scaled from a topographic map and have
 CZ1487.an estimated accuracy of +/- 6 seconds.
 CZ1487
 CZ1487.The orthometric height was determined by differential leveling
 CZ1487.and adjusted in June 1991.
 CZ1487
 CZ1487.The geoid height was determined by GEOID03.
 CZ1487
 CZ1487.The dynamic height is computed by dividing the NAVD 88
 CZ1487.geopotential number by the normal gravity value computed on the
 CZ1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1487.degrees latitude (g = 980.6199 gals.).
 CZ1487
 CZ1487.The modeled gravity was interpolated from observed gravity values.
 CZ1487.The observed gravity was obtained from relative gravimeter ties
 CZ1487.to the IGSN71 gravity network.
 CZ1487
 CZ1487;                    North         East    Units  Estimated Accuracy
 CZ1487;SPC AZ E     -   119,900.      224,240.      MT  (+/- 180 meters Scaled)
 CZ1487
 CZ1487                          SUPERSEDED SURVEY CONTROL
 CZ1487
 CZ1487.No superseded survey control is available for this station.
 CZ1487
 CZ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA895498(NAD 83)
 CZ1487_MARKER: DB = BENCH MARK DISK
 CZ1487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1487_SP_SET: OVERPASS
 CZ1487_STAMPING: S 418 1979
 CZ1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1487
 CZ1487  HISTORY     - Date     Condition        Report By
 CZ1487  HISTORY     - 1979     MONUMENTED       NGS
 CZ1487
 CZ1487                          STATION DESCRIPTION
 CZ1487
 CZ1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1487'29.3 KM NE FROM BENSON.
 CZ1487'29.3 KILOMETERS (18.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1487'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT THE SOUTH CORNER
 CZ1487'OF THE JOHNSON ROAD OVERPASS, IN TOP OF THE SOUTHEAST ABUTMENT OF THE
 CZ1487'BRIDGE, 5.8 METERS (18.9 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ1487'ROAD AND 0.3 METER (1.1 FEET) NORTHEAST OF THE SOUTHWEST END OF THE
 CZ1487'ABUTMENT.  THE ABUTMENT RESTS ON BEDROCK.
 CZ1487'THE MARK IS 0.6 M BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0862 ***********************************************************************
 CG0862  DESIGNATION -  S 419
 CG0862  PID         -  CG0862
 CG0862  STATE/COUNTY-  AZ/PIMA
 CG0862  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0862
 CG0862                         *CURRENT SURVEY CONTROL
 CG0862  ___________________________________________________________________
 CG0862* NAD 83(1986)-  31 47 58.     (N)    111 00 59.     (W)     SCALED    
 CG0862* NAVD 88     -       898.877  (meters)    2949.07   (feet)  ADJUSTED  
 CG0862  ___________________________________________________________________
 CG0862  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0862  DYNAMIC HT  -         897.556 (meters)    2944.73  (feet)  COMP
 CG0862  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 CG0862
 CG0862  VERT ORDER  -  FIRST     CLASS II
 CG0862
 CG0862.The horizontal coordinates were scaled from a topographic map and have
 CG0862.an estimated accuracy of +/- 6 seconds.
 CG0862
 CG0862.The orthometric height was determined by differential leveling
 CG0862.and adjusted in June 1991.
 CG0862
 CG0862.The geoid height was determined by GEOID03.
 CG0862
 CG0862.The dynamic height is computed by dividing the NAVD 88
 CG0862.geopotential number by the normal gravity value computed on the
 CG0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0862.degrees latitude (g = 980.6199 gals.).
 CG0862
 CG0862.The modeled gravity was interpolated from observed gravity values.
 CG0862
 CG0862;                    North         East    Units  Estimated Accuracy
 CG0862;SPC AZ C     -    88,980.      298,610.      MT  (+/- 180 meters Scaled)
 CG0862
 CG0862                          SUPERSEDED SURVEY CONTROL
 CG0862
 CG0862.No superseded survey control is available for this station.
 CG0862
 CG0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA984182(NAD 83)
 CG0862_MARKER: DB = BENCH MARK DISK
 CG0862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0862_SP_SET: STAINLESS STEEL ROD
 CG0862_STAMPING: S 419 1980
 CG0862_PROJECTION: FLUSH
 CG0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0862_ROD/PIPE-DEPTH: 7.5  meters
 CG0862
 CG0862  HISTORY     - Date     Condition        Report By
 CG0862  HISTORY     - 1980     MONUMENTED       NGS
 CG0862  HISTORY     - 19950302 GOOD             USPSQD
 CG0862  HISTORY     - 20020414 GOOD             USPSQD
 CG0862
 CG0862                          STATION DESCRIPTION
 CG0862
 CG0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0862'6.1 KM SOUTH FROM CONTINENTAL.
 CG0862'6.1 KILOMETERS (3.85 MILES) SOUTH ALONG INTERSTATE HIGHWAY
 CG0862'I-19 FROM THE INTERSTATE HIGHWAY I-19 CONTINENTAL ROAD
 CG0862'UNDERPASS AT CONTINENTAL, 0.4 KILOMETER (0.25 MILE) NORTH OF
 CG0862'KILOMETER POST 57, 17.0 METERS (55.8 FEET) WEST OF THE
 CG0862'CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE, 7.4 METERS
 CG0862'(24.4 FEET) EAST OF THE WEST FRONTAGE ROAD, 7.2 METERS
 CG0862'(23.4 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CG0862'3.0 BY 3.0 METER (10X10 FOOT) CONCRETE APRON FOR A GRATE DRAIN,
 CG0862'0.4 METER (1.3 FEET) EAST OF A FENCE.
 CG0862'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CG0862'THE MARK IS 1 M ABOVE THE HIGHWAY.
 CG0862
 CG0862                          STATION RECOVERY (1995)
 CG0862
 CG0862'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0862'RECOVERED IN GOOD CONDITION.
 CG0862
 CG0862                          STATION RECOVERY (2002)
 CG0862
 CG0862'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0262 ***********************************************************************
 ER0262  DESIGNATION -  S 42
 ER0262  PID         -  ER0262
 ER0262  STATE/COUNTY-  AZ/APACHE
 ER0262  USGS QUAD   -  MC NARY (1985)
 ER0262
 ER0262                         *CURRENT SURVEY CONTROL
 ER0262  ___________________________________________________________________
 ER0262* NAD 83(1986)-  34 04 23.     (N)    109 51 18.     (W)     SCALED    
 ER0262* NAVD 88     -      2230.895  (meters)    7319.19   (feet)  ADJUSTED  
 ER0262  ___________________________________________________________________
 ER0262  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ER0262  DYNAMIC HT  -        2227.426 (meters)    7307.81  (feet)  COMP
 ER0262  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 ER0262
 ER0262  VERT ORDER  -  FIRST     CLASS II
 ER0262
 ER0262.The horizontal coordinates were scaled from a topographic map and have
 ER0262.an estimated accuracy of +/- 6 seconds.
 ER0262
 ER0262.The orthometric height was determined by differential leveling
 ER0262.and adjusted in June 1991.
 ER0262
 ER0262.The geoid height was determined by GEOID03.
 ER0262
 ER0262.The dynamic height is computed by dividing the NAVD 88
 ER0262.geopotential number by the normal gravity value computed on the
 ER0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0262.degrees latitude (g = 980.6199 gals.).
 ER0262
 ER0262.The modeled gravity was interpolated from observed gravity values.
 ER0262
 ER0262;                    North         East    Units  Estimated Accuracy
 ER0262;SPC AZ E     -   340,800.      242,130.      MT  (+/- 180 meters Scaled)
 ER0262
 ER0262                          SUPERSEDED SURVEY CONTROL
 ER0262
 ER0262  NGVD 29 (??/??/92) 2229.943  (m)         7316.07   (f) ADJ UNCH    1 2
 ER0262
 ER0262.Superseded values are not recommended for survey control.
 ER0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0262.See file dsdata.txt to determine how the superseded data were derived.
 ER0262
 ER0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC056708(NAD 83)
 ER0262_MARKER: DB = BENCH MARK DISK
 ER0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0262_STAMPING: S 42 1934
 ER0262_PROJECTION: PROJECTING 10 CENTIMETERS
 ER0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0262+STABILITY: SURFACE MOTION
 ER0262
 ER0262  HISTORY     - Date     Condition        Report By
 ER0262  HISTORY     - 1934     MONUMENTED       CGS
 ER0262  HISTORY     - 1979     GOOD             NGS
 ER0262
 ER0262                          STATION DESCRIPTION
 ER0262
 ER0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0262'IN MCNARY.
 ER0262'AT MCNARY, APACHE COUNTY, AT THE EAST EDGE OF THE PLAZA, 60 FEET SOUTH
 ER0262'OF THE CENTERLINE OF STATE HIGHWAY 73, 36 FEET WEST OF A
 ER0262'NORTH-AND-SOUTH STREET, AND ONE BLOCK NORTH OF A STORE.  A STANDARD
 ER0262'DISK, STAMPED S 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ER0262
 ER0262                          STATION RECOVERY (1979)
 ER0262
 ER0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ER0262'IN MCNARY, IN THE NORTHEAST CORNER OF THE TOWN PARK, 60 FEET SOUTH OF
 ER0262'THE CENTER OF STATE HIGHWAY 260 AND 36 FEET WEST OF A NORTH-SOUTH
 ER0262'PAVED STREET.
 ER0262'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0213 ***********************************************************************
 CF0213  DESIGNATION -  S 420
 CF0213  PID         -  CF0213
 CF0213  STATE/COUNTY-  AZ/COCHISE
 CF0213  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0213
 CF0213                         *CURRENT SURVEY CONTROL
 CF0213  ___________________________________________________________________
 CF0213* NAD 83(1986)-  31 51 08.     (N)    109 41 44.     (W)     SCALED    
 CF0213* NAVD 88     -      1301.679  (meters)    4270.59   (feet)  ADJUSTED  
 CF0213  ___________________________________________________________________
 CF0213  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CF0213  DYNAMIC HT  -        1299.674 (meters)    4264.01  (feet)  COMP
 CF0213  MODELED GRAV-     979,054.2   (mgal)                       NAVD 88
 CF0213
 CF0213  VERT ORDER  -  FIRST     CLASS II
 CF0213
 CF0213.The horizontal coordinates were scaled from a topographic map and have
 CF0213.an estimated accuracy of +/- 6 seconds.
 CF0213
 CF0213.The orthometric height was determined by differential leveling
 CF0213.and adjusted in June 1991.
 CF0213
 CF0213.The geoid height was determined by GEOID03.
 CF0213
 CF0213.The dynamic height is computed by dividing the NAVD 88
 CF0213.geopotential number by the normal gravity value computed on the
 CF0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0213.degrees latitude (g = 980.6199 gals.).
 CF0213
 CF0213.The modeled gravity was interpolated from observed gravity values.
 CF0213
 CF0213;                    North         East    Units  Estimated Accuracy
 CF0213;SPC AZ E     -    94,580.      257,940.      MT  (+/- 180 meters Scaled)
 CF0213
 CF0213                          SUPERSEDED SURVEY CONTROL
 CF0213
 CF0213.No superseded survey control is available for this station.
 CF0213
 CF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA234247(NAD 83)
 CF0213_MARKER: DB = BENCH MARK DISK
 CF0213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0213_SP_SET: STAINLESS STEEL ROD
 CF0213_STAMPING: S 420 1980
 CF0213_PROJECTION: FLUSH
 CF0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0213_ROD/PIPE-DEPTH: 4.5  meters
 CF0213
 CF0213  HISTORY     - Date     Condition        Report By
 CF0213  HISTORY     - 1980     MONUMENTED       NGS
 CF0213
 CF0213                          STATION DESCRIPTION
 CF0213
 CF0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0213'19.3 KM SE FROM PEARCE.
 CF0213'19.3 KILOMETERS (12.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0213'FROM THE POST OFFICE IN PEARCE, 15.2 METERS (50 FEET) WEST OF
 CF0213'THE CENTERLINE OF THE HIGHWAY,
 CF0213'30.2 METERS (99 FEET) NORTHWEST OF MILEPOST 36
 CF0213'AND A HIGHWAY SIGN READING (FLASH FLOOD AREA), 1.5 METERS (5 FEET)
 CF0213'EAST OF POWERLINE POLE NUMBER MREA 245, 0.3 METER (1 FOOT)
 CF0213'EAST OF THE RIGHT-OF-WAY FENCE.
 CF0213'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0213'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0240 ***********************************************************************
 CF0240  DESIGNATION -  S 421
 CF0240  PID         -  CF0240
 CF0240  STATE/COUNTY-  AZ/COCHISE
 CF0240  USGS QUAD   -  DOUGLAS NE (1978)
 CF0240
 CF0240                         *CURRENT SURVEY CONTROL
 CF0240  ___________________________________________________________________
 CF0240* NAD 83(2007)-  31 28 18.86310(N)    109 37 12.15468(W)     NO CHECK  
 CF0240* NAVD 88     -      1246.506  (meters)    4089.58   (feet)  ADJUSTED  
 CF0240  ___________________________________________________________________
 CF0240  EPOCH DATE  -        2007.00
 CF0240  X           -  -1,828,629.866 (meters)                     COMP
 CF0240  Y           -  -5,129,710.180 (meters)                     COMP
 CF0240  Z           -   3,311,267.180 (meters)                     COMP
 CF0240  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 CF0240  ELLIP HEIGHT-        1219.158 (meters)          (02/10/07) NO CHECK
 CF0240  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0240  DYNAMIC HT  -        1244.569 (meters)    4083.22  (feet)  COMP
 CF0240
 CF0240  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CF0240  Type    PID    Designation                      North   East  Ellip
 CF0240  -------------------------------------------------------------------
 CF0240  NETWORK CF0240 S 421                             0.45   0.41   1.06
 CF0240  -------------------------------------------------------------------
 CF0240  MODELED GRAV-     979,043.0   (mgal)                       NAVD 88
 CF0240
 CF0240  VERT ORDER  -  FIRST     CLASS II
 CF0240
 CF0240.The horizontal coordinates were established by GPS observations
 CF0240.and adjusted by the National Geodetic Survey in February 2007.
 CF0240
 CF0240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CF0240.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CF0240.No horizontal observational check was made to the station.
 CF0240.The horizontal coordinates are valid at the epoch date displayed above.
 CF0240.The epoch date for horizontal control is a decimal equivalence
 CF0240.of Year/Month/Day.
 CF0240
 CF0240.The orthometric height was determined by differential leveling
 CF0240.and adjusted in June 1991.
 CF0240
 CF0240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0240
 CF0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0240
 CF0240.The ellipsoidal height was determined by GPS observations
 CF0240.and is referenced to NAD 83.
 CF0240
 CF0240.The geoid height was determined by GEOID03.
 CF0240
 CF0240.The dynamic height is computed by dividing the NAVD 88
 CF0240.geopotential number by the normal gravity value computed on the
 CF0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0240.degrees latitude (g = 980.6199 gals.).
 CF0240
 CF0240.The modeled gravity was interpolated from observed gravity values.
 CF0240
 CF0240;                    North         East     Units Scale Factor Converg.
 CF0240;SPC AZ E     -    52,446.057   265,301.208   MT  0.99993326   +0 17 07.4
 CF0240;SPC AZ E     -   172,067.12    870,410.79   iFT  0.99993326   +0 17 07.4
 CF0240;UTM  12      - 3,482,727.221   631,091.660   MT  0.99981196   +0 43 14.0
 CF0240
 CF0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0240!SPC AZ E     -   0.99980860  x   0.99993326  =   0.99974187
 CF0240!UTM  12      -   0.99980860  x   0.99981196  =   0.99962059
 CF0240
 CF0240                          SUPERSEDED SURVEY CONTROL
 CF0240
 CF0240  ELLIP H (01/12/01) 1219.181  (m)                       GP(       ) 4 1
 CF0240  NAD 83(1992)-  31 28 18.86274(N)    109 37 12.15421(W) AD(       ) 1
 CF0240  ELLIP H (03/14/97) 1219.272  (m)                       GP(       ) 3 1
 CF0240  NAVD 88 (03/14/97) 1246.51   (m)         4089.6    (f) LEVELING    3  
 CF0240
 CF0240.Superseded values are not recommended for survey control.
 CF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0240.See file dsdata.txt to determine how the superseded data were derived.
 CF0240
 CF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3109282727(NAD 83)
 CF0240_MARKER: DB = BENCH MARK DISK
 CF0240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0240_SP_SET: STAINLESS STEEL ROD
 CF0240_STAMPING: S 421 1980
 CF0240_MARK LOGO: NGS   
 CF0240_PROJECTION: RECESSED 10 CENTIMETERS
 CF0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0240+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1995
 CF0240_ROD/PIPE-DEPTH: 3.0  meters
 CF0240
 CF0240  HISTORY     - Date     Condition        Report By
 CF0240  HISTORY     - 1980     MONUMENTED       NGS
 CF0240  HISTORY     - 19951219 GOOD             CHANCE
 CF0240
 CF0240                          STATION DESCRIPTION
 CF0240
 CF0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0240'15.3 KM SE FROM MCNEAL.
 CF0240'15.3 KILOMETERS (9.55 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0240'FROM THE POST OFFICE IN MCNEAL, 29.9 METERS (98 FEET)
 CF0240'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.1 METERS
 CF0240'(62.5 FEET) SOUTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY SIGN
 CF0240'READING (DOUGLAS 10 MILES), 23.2 METERS (76 FEET) SOUTHWEST OF
 CF0240'HIGHWAY MILEPOST 9, 0.3 METER (1 FOOT) NORTHEAST OF THE
 CF0240'RIGHT-OF-WAY FENCE.
 CF0240'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0240'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 CF0240
 CF0240                          STATION RECOVERY (1995)
 CF0240
 CF0240'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 CF0240'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 CF0240'THE STATION IS LOCATED APPROXIMATELY 14.4 KM (8.95 MI) NORTHWEST OF
 CF0240'THE CITY OF DOUGLAS ALONG US HIGHWAY 191.  THE STATION IS LOCATED ON
 CF0240'STATE OF ARIZONA HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE
 CF0240'JUNCTION OF US HIGHWAY 191 AND STATE HIGHWAY 80 IN THE CITY OF
 CF0240'DOUGLAS, PROCEED 14.4 KM (8.95 MI) NORTHWEST ALONG US HIGHWAY 191 TO
 CF0240'MILEPOST 9 AND THE STATION ON THE LEFT THE STATION IS A BENCH MARK
 CF0240'DISK SET INTO THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND
 CF0240'AND RECESSED 0.1 M (0.3 FT) BELOW GROUND LEVEL.  THE STATION IS
 CF0240'LOCATED 29.9 M (98.1 FT) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY
 CF0240'191, 23.2 M (76.1 FT) SOUTHWEST OF HIGHWAY MILEPOST 9, 19.1 M (62.7
 CF0240'FT) SOUTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY SIGN READING -DOUGLAS
 CF0240'10 MILES-, 0.6 M (2.0 FT) SOUTHEAST FROM A WITNESS POST, 0.6 M (2.0
 CF0240'FT) BELOW CENTERLINE OF HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF THE
 CF0240'RIGHT-OF-WAY FENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1415 ***********************************************************************
 CZ1415  DESIGNATION -  S 423
 CZ1415  PID         -  CZ1415
 CZ1415  STATE/COUNTY-  AZ/PIMA
 CZ1415  USGS QUAD   -  TUCSON NORTH (1992)
 CZ1415
 CZ1415                         *CURRENT SURVEY CONTROL
 CZ1415  ___________________________________________________________________
 CZ1415* NAD 83(1986)-  32 15 00.     (N)    110 59 29.     (W)     SCALED    
 CZ1415* NAVD 88     -       707.273  (meters)    2320.44   (feet)  ADJUSTED  
 CZ1415  ___________________________________________________________________
 CZ1415  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ1415  DYNAMIC HT  -         706.309 (meters)    2317.28  (feet)  COMP
 CZ1415  MODELED GRAV-     979,253.0   (mgal)                       NAVD 88
 CZ1415  OBS GRAVITY -     979,253.3   (mgal)                       GRAV_OBS
 CZ1415
 CZ1415  VERT ORDER  -  FIRST     CLASS II
 CZ1415
 CZ1415.The horizontal coordinates were scaled from a topographic map and have
 CZ1415.an estimated accuracy of +/- 6 seconds.
 CZ1415
 CZ1415.The orthometric height was determined by differential leveling
 CZ1415.and adjusted in June 1991.
 CZ1415
 CZ1415.The geoid height was determined by GEOID03.
 CZ1415
 CZ1415.The dynamic height is computed by dividing the NAVD 88
 CZ1415.geopotential number by the normal gravity value computed on the
 CZ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1415.degrees latitude (g = 980.6199 gals.).
 CZ1415
 CZ1415.The modeled gravity was interpolated from observed gravity values.
 CZ1415.The observed gravity was obtained from relative gravimeter ties
 CZ1415.to the IGSN71 gravity network.
 CZ1415
 CZ1415;                    North         East    Units  Estimated Accuracy
 CZ1415;SPC AZ C     -   138,960.      300,550.      MT  (+/- 180 meters Scaled)
 CZ1415
 CZ1415                          SUPERSEDED SURVEY CONTROL
 CZ1415
 CZ1415.No superseded survey control is available for this station.
 CZ1415
 CZ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA008681(NAD 83)
 CZ1415_MARKER: DB = BENCH MARK DISK
 CZ1415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1415_SP_SET: STAINLESS STEEL ROD
 CZ1415_STAMPING: S 423 1980
 CZ1415_PROJECTION: RECESSED 4 CENTIMETERS
 CZ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1415_ROD/PIPE-DEPTH: 7.6  meters
 CZ1415
 CZ1415  HISTORY     - Date     Condition        Report By
 CZ1415  HISTORY     - 1980     MONUMENTED       NGS
 CZ1415  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1415
 CZ1415                          STATION DESCRIPTION
 CZ1415
 CZ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1415'3.9 KM NW FROM TUCSON.
 CZ1415'3.9 KILOMETERS (2.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1415'RAILROAD FROM THE STATION AT TUCSON, AT THE WEST GRANT ROAD
 CZ1415'UNDERPASS, 14.9 METERS (48.9 FEET) SOUTHWEST OF THE SOUTHWEST RAIL
 CZ1415'OF THE SOUTHWEST TRACKS, 36.2 METERS (119 FEET) SOUTH OF THE SOUTHEAST
 CZ1415'END OF THE SOUTHWEST GUARD RAIL OF THE UNDERPASS, 8.6 METERS (28.1
 CZ1415'FEET) NORTHEAST OF A POWER LINE POLE WITH 4 GUY WIRES ON THE NORTHWEST
 CZ1415'SIDE AND A GUY POLE WITH 4 WIRES ON THE SOUTHWEST SIDE, 5.8 METERS
 CZ1415'(19.1 FEET) NORTHEAST OF A FENCE LINE AND 1.6 METERS (5.3 FEET)
 CZ1415'NORTHWEST OF UTILITY POLE 9 AND IN LINE WITH THE POLES.
 CZ1415'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CZ1415'THE MARK IS 0.2 M BELOW THE RAILS.
 CZ1415
 CZ1415                          STATION RECOVERY (2007)
 CZ1415
 CZ1415'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1505 ***********************************************************************
 CZ1505  DESIGNATION -  S 424
 CZ1505  PID         -  CZ1505
 CZ1505  STATE/COUNTY-  AZ/PINAL
 CZ1505  USGS QUAD   -  ELOY NORTH (1992)
 CZ1505
 CZ1505                         *CURRENT SURVEY CONTROL
 CZ1505  ___________________________________________________________________
 CZ1505* NAD 83(1986)-  32 45 48.     (N)    111 34 05.     (W)     SCALED    
 CZ1505* NAVD 88     -       470.239  (meters)    1542.78   (feet)  ADJUSTED  
 CZ1505  ___________________________________________________________________
 CZ1505  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1505  DYNAMIC HT  -         469.646 (meters)    1540.83  (feet)  COMP
 CZ1505  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 CZ1505  OBS GRAVITY -     979,363.3   (mgal)                       GRAV_OBS
 CZ1505
 CZ1505  VERT ORDER  -  FIRST     CLASS II
 CZ1505
 CZ1505.The horizontal coordinates were scaled from a topographic map and have
 CZ1505.an estimated accuracy of +/- 6 seconds.
 CZ1505
 CZ1505.The orthometric height was determined by differential leveling
 CZ1505.and adjusted in November 1993.
 CZ1505
 CZ1505.The geoid height was determined by GEOID03.
 CZ1505
 CZ1505.The dynamic height is computed by dividing the NAVD 88
 CZ1505.geopotential number by the normal gravity value computed on the
 CZ1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1505.degrees latitude (g = 980.6199 gals.).
 CZ1505
 CZ1505.The modeled gravity was interpolated from observed gravity values.
 CZ1505.The observed gravity was obtained from relative gravimeter ties
 CZ1505.to the IGSN71 gravity network.
 CZ1505
 CZ1505;                    North         East    Units  Estimated Accuracy
 CZ1505;SPC AZ C     -   195,560.      246,020.      MT  (+/- 180 meters Scaled)
 CZ1505
 CZ1505                          SUPERSEDED SURVEY CONTROL
 CZ1505
 CZ1505  NAVD 88 (06/15/91)  470.390  (m)         1543.27   (f) UNKNOWN     1 2
 CZ1505
 CZ1505.Superseded values are not recommended for survey control.
 CZ1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1505.See file dsdata.txt to determine how the superseded data were derived.
 CZ1505
 CZ1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB467251(NAD 83)
 CZ1505_MARKER: DV = VERTICAL CONTROL DISK
 CZ1505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1505_SP_SET: STAINLESS STEEL ROD
 CZ1505_STAMPING: S 424 1980
 CZ1505_MARK LOGO: NGS   
 CZ1505_PROJECTION: FLUSH
 CZ1505_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1505+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1505_ROD/PIPE-DEPTH: 4.9  meters
 CZ1505
 CZ1505  HISTORY     - Date     Condition        Report By
 CZ1505  HISTORY     - 1980     MONUMENTED       NGS
 CZ1505  HISTORY     - 1984     GOOD             NGS
 CZ1505  HISTORY     - 19911205 GOOD             NGS
 CZ1505  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1505
 CZ1505                          STATION DESCRIPTION
 CZ1505
 CZ1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1505'22.0 KM SE FROM CASA GRANDE.
 CZ1505'THE MARK IS 0.5 M BELOW ELEVEN MILE CORNER ROAD.
 CZ1505'21.7 KILOMETERS (13.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1505'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 0.3 KILOMETER
 CZ1505'(0.2 MILE) NORTH ALONG ELEVEN MILE CORNER ROAD TO ITS INTERSECTION
 CZ1505'WITH BATTAGLIA DRIVE, SET ON THE NORTHWEST CORNER OF THE INTERSECTION,
 CZ1505'22.0 METERS (72 FEET) NORTH OF THE CENTERLINE OF BATTAGLIA DRIVE,
 CZ1505'13.1 METERS (43 FEET) WEST OF THE CENTERLINE OF ELEVEN MILE CORNER
 CZ1505'ROAD, 8 METERS (26.3 FEET) NORTH OF TELEPHONE CABLE BOX NUMBER 7.7
 CZ1505'AND 5 METERS (16.4 FEET) SOUTH OF THE SOUTHERNMOST TREE OF A NORTH-
 CZ1505'SOUTH ROW OF TREES.
 CZ1505'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CZ1505
 CZ1505                          STATION RECOVERY (1984)
 CZ1505
 CZ1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1505'RECOVERED IN GOOD CONDITION.
 CZ1505
 CZ1505                          STATION RECOVERY (1991)
 CZ1505
 CZ1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1505'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1505'ELOY, THENCE 1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1505'THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG 11-MILE CORNER ROAD, 17.9 M
 CZ1505'(58.7 FT) NORTH OF THE CENTERLINE OF BATTAGLIA ROAD, 13.2 M (43.3 FT)
 CZ1505'WEST OF THE ROAD CENTER, 4.1 M (13.5 FT) NORTH OF A UTILITY BRACE
 CZ1505'POLE WITH A GUY CABLE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND
 CZ1505'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS
 CZ1505'ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 CZ1505
 CZ1505                          STATION RECOVERY (2007)
 CZ1505
 CZ1505'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0006 ***********************************************************************
 DU0006  DESIGNATION -  S 43
 DU0006  PID         -  DU0006
 DU0006  STATE/COUNTY-  AZ/GILA
 DU0006  USGS QUAD   -  CONE BUTTE (1978)
 DU0006
 DU0006                         *CURRENT SURVEY CONTROL
 DU0006  ___________________________________________________________________
 DU0006* NAD 83(1986)-  33 46 56.     (N)    110 08 16.     (W)     SCALED    
 DU0006* NAVD 88     -      1482.710  (meters)    4864.52   (feet)  ADJUSTED  
 DU0006  ___________________________________________________________________
 DU0006  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 DU0006  DYNAMIC HT  -        1480.580 (meters)    4857.54  (feet)  COMP
 DU0006  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 DU0006
 DU0006  VERT ORDER  -  FIRST     CLASS II
 DU0006
 DU0006.The horizontal coordinates were scaled from a topographic map and have
 DU0006.an estimated accuracy of +/- 6 seconds.
 DU0006
 DU0006.The orthometric height was determined by differential leveling
 DU0006.and adjusted in June 1991.
 DU0006
 DU0006.The geoid height was determined by GEOID03.
 DU0006
 DU0006.The dynamic height is computed by dividing the NAVD 88
 DU0006.geopotential number by the normal gravity value computed on the
 DU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0006.degrees latitude (g = 980.6199 gals.).
 DU0006
 DU0006.The modeled gravity was interpolated from observed gravity values.
 DU0006
 DU0006;                    North         East    Units  Estimated Accuracy
 DU0006;SPC AZ E     -   308,500.      216,040.      MT  (+/- 180 meters Scaled)
 DU0006
 DU0006                          SUPERSEDED SURVEY CONTROL
 DU0006
 DU0006  NGVD 29 (??/??/92) 1482.016  (m)         4862.25   (f) ADJ UNCH    1 2
 DU0006
 DU0006.Superseded values are not recommended for survey control.
 DU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0006.See file dsdata.txt to determine how the superseded data were derived.
 DU0006
 DU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC798383(NAD 83)
 DU0006_MARKER: DB = BENCH MARK DISK
 DU0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0006_STAMPING: S 43 1934
 DU0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0006+STABILITY: SURFACE MOTION
 DU0006
 DU0006  HISTORY     - Date     Condition        Report By
 DU0006  HISTORY     - 1934     MONUMENTED       CGS
 DU0006
 DU0006                          STATION DESCRIPTION
 DU0006
 DU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0006'13.3 MI SW FROM WHITERIVER.
 DU0006'IN GILA COUNTY, 13.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0006'WHITERIVER, NAVAJO COUNTY, 4.1 MILES SOUTHWEST OF THE GILA-NAVAJO
 DU0006'COUNTY LINE, 70 YARDS EAST OF A LARGE WASH, AND 24 FEET WEST OF THE
 DU0006'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 43 1934 AND SET
 DU0006'IN THE TOP OF A CONCRETE POST.  NOTE-- 11.3 MILES SOUTHWEST ALONG
 DU0006'STATE HIGHWAY 73 FROM WHITERIVER, NAVAJO COUNTY TO THE JUNCTION OF THE
 DU0006'OLD HIGHWAY 73 (T-ROAD SOUTH). THENCE SOUTH ON GRADED ROAD 1.9 MILES,
 DU0006'IN SMALL OPEN FLAT ABOUT 70 YARDS WEST OF A LARGE WASH, 22 FEET EAST
 DU0006'OF THE CENTER LINE OF GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0709 ***********************************************************************
 CY0709  DESIGNATION -  S 430
 CY0709  PID         -  CY0709
 CY0709  STATE/COUNTY-  AZ/GRAHAM
 CY0709  USGS QUAD   -  ARTESIA (1966)
 CY0709
 CY0709                         *CURRENT SURVEY CONTROL
 CY0709  ___________________________________________________________________
 CY0709* NAD 83(1992)-  32 43 45.53490(N)    109 42 54.13788(W)     ADJUSTED  
 CY0709* NAVD 88     -       987.141  (meters)    3238.65   (feet)  ADJUSTED  
 CY0709  ___________________________________________________________________
 CY0709  X           -  -1,812,059.033 (meters)                     COMP
 CY0709  Y           -  -5,056,702.215 (meters)                     COMP
 CY0709  Z           -   3,429,262.854 (meters)                     COMP
 CY0709  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 CY0709  ELLIP HEIGHT-         960.301 (meters)          (01/22/07) ADJUSTED
 CY0709  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY0709  DYNAMIC HT  -         985.742 (meters)    3234.06  (feet)  COMP
 CY0709  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 CY0709
 CY0709  HORZ ORDER  -  B
 CY0709  VERT ORDER  -  FIRST     CLASS II
 CY0709  ELLP ORDER  -  FOURTH    CLASS I
 CY0709
 CY0709.The horizontal coordinates were established by GPS observations
 CY0709.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0709
 CY0709.The orthometric height was determined by differential leveling
 CY0709.and adjusted in June 1991.
 CY0709
 CY0709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0709
 CY0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0709
 CY0709.The ellipsoidal height was determined by GPS observations
 CY0709.and is referenced to NAD 83.
 CY0709
 CY0709.The geoid height was determined by GEOID03.
 CY0709
 CY0709.The dynamic height is computed by dividing the NAVD 88
 CY0709.geopotential number by the normal gravity value computed on the
 CY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0709.degrees latitude (g = 980.6199 gals.).
 CY0709
 CY0709.The modeled gravity was interpolated from observed gravity values.
 CY0709
 CY0709;                    North         East     Units Scale Factor Converg.
 CY0709;SPC AZ E     -   191,825.253   255,690.479   MT  0.99992209   +0 14 39.1
 CY0709;SPC AZ E     -   629,347.94    838,879.52   iFT  0.99992209   +0 14 39.1
 CY0709;UTM  12      - 3,622,009.520   620,405.186   MT  0.99977876   +0 41 41.4
 CY0709
 CY0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0709!SPC AZ E     -   0.99984925  x   0.99992209  =   0.99977135
 CY0709!UTM  12      -   0.99984925  x   0.99977876  =   0.99962804
 CY0709
 CY0709|---------------------------------------------------------------------|
 CY0709| PID    Reference Object                     Distance      Geod. Az  |
 CY0709|                                                           dddmmss.s |
 CY0709| CY0710 SWIFT                               117.321 METERS 04123     |
 CY0709|---------------------------------------------------------------------|
 CY0709
 CY0709                          SUPERSEDED SURVEY CONTROL
 CY0709
 CY0709  NAVD 88 (01/22/07)  987.14   (m)         3238.6    (f) LEVELING    3  
 CY0709
 CY0709.Superseded values are not recommended for survey control.
 CY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0709.See file dsdata.txt to determine how the superseded data were derived.
 CY0709
 CY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2040522010(NAD 83)
 CY0709_MARKER: I = METAL ROD
 CY0709_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0709_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0709_STAMPING: S 430 1979
 CY0709_MARK LOGO: NGS   
 CY0709_PROJECTION: FLUSH
 CY0709_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0709+STABILITY: POSITION/ELEVATION WELL
 CY0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0709+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0709_ROD/PIPE-DEPTH: 9.14 meters
 CY0709_SLEEVE-DEPTH  : 7.62 meters
 CY0709
 CY0709  HISTORY     - Date     Condition        Report By
 CY0709  HISTORY     - 1979     MONUMENTED       NGS
 CY0709  HISTORY     - 20060608 GOOD             GEOANA
 CY0709  HISTORY     - 20060608 GOOD             GEOANA
 CY0709  HISTORY     - 20081010 GOOD             GEOCAC
 CY0709
 CY0709                          STATION DESCRIPTION
 CY0709
 CY0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0709'7.3 MI SOUTH FROM SAFFORD.
 CY0709'7.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0709'HIGHWAY 70 IN SAFFORD, AT THE JUNCTION OF HIGHWAYS 666 AND 366, 307
 CY0709'FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 666, 41 FEET NORTHWEST
 CY0709'OF THE CENTERLINE OF HIGHWAY 366 AND A CATTLE GUARD, 12 FEET EAST
 CY0709'OF A POWER POLE, 9.5 FEET SOUTHEAST OF A FENCE AND 5 FEET NORTHEAST
 CY0709'OF A FENCE.
 CY0709'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CY0709'THE MARK IS ABOVE LEVEL WITH HIGHWAY 366.
 CY0709
 CY0709                          STATION RECOVERY (2006)
 CY0709
 CY0709'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RAN)
 CY0709'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY0709'NOW HIGHWAY 191.
 CY0709
 CY0709                          STATION RECOVERY (2006)
 CY0709
 CY0709'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RAN)
 CY0709'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY0709'NOW HIGHWAY 191.
 CY0709
 CY0709                          STATION RECOVERY (2008)
 CY0709
 CY0709'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0709'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0709'43.759' W109  42.903'. *NOTE* THE CATTLE GUARD HAS BEEN REMOVED, BUT
 CY0709'THE HEADWALLS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0220 ***********************************************************************
 CF0220  DESIGNATION -  S 431
 CF0220  PID         -  CF0220
 CF0220  STATE/COUNTY-  AZ/COCHISE
 CF0220  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0220
 CF0220                         *CURRENT SURVEY CONTROL
 CF0220  ___________________________________________________________________
 CF0220* NAD 83(1986)-  31 45 32.     (N)    109 41 23.     (W)     SCALED    
 CF0220* NAVD 88     -      1288.008  (meters)    4225.74   (feet)  ADJUSTED  
 CF0220  ___________________________________________________________________
 CF0220  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0220  DYNAMIC HT  -        1286.001 (meters)    4219.15  (feet)  COMP
 CF0220  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 CF0220
 CF0220  VERT ORDER  -  FIRST     CLASS II
 CF0220
 CF0220.The horizontal coordinates were scaled from a topographic map and have
 CF0220.an estimated accuracy of +/- 6 seconds.
 CF0220
 CF0220.The orthometric height was determined by differential leveling
 CF0220.and adjusted in June 1991.
 CF0220
 CF0220.The geoid height was determined by GEOID03.
 CF0220
 CF0220.The dynamic height is computed by dividing the NAVD 88
 CF0220.geopotential number by the normal gravity value computed on the
 CF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0220.degrees latitude (g = 980.6199 gals.).
 CF0220
 CF0220.The modeled gravity was interpolated from observed gravity values.
 CF0220
 CF0220;                    North         East    Units  Estimated Accuracy
 CF0220;SPC AZ E     -    84,230.      258,540.      MT  (+/- 180 meters Scaled)
 CF0220
 CF0220                          SUPERSEDED SURVEY CONTROL
 CF0220
 CF0220.No superseded survey control is available for this station.
 CF0220
 CF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA240144(NAD 83)
 CF0220_MARKER: I = METAL ROD
 CF0220_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CF0220_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CF0220_STAMPING: S 431 1980
 CF0220_PROJECTION: FLUSH
 CF0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0220+STABILITY: POSITION/ELEVATION WELL
 CF0220_ROD/PIPE-DEPTH: 6.0  meters
 CF0220_SLEEVE-DEPTH  : 5.4 meters
 CF0220
 CF0220  HISTORY     - Date     Condition        Report By
 CF0220  HISTORY     - 1980     MONUMENTED       NGS
 CF0220
 CF0220                          STATION DESCRIPTION
 CF0220
 CF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0220'8.4 KM NORTH FROM ELFRIDA.
 CF0220'8.4 KILOMETERS (5.2 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM THE
 CF0220'POST OFFICE IN ELFRIDA, AT THE JUNCTION OF THE HIGHWAY AND RUCKER
 CF0220'CANYON ROAD AND A POWERLINE CROSSING THE HIGHWAY, 58.7 METERS
 CF0220'(192.6 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 41.3 METERS
 CF0220'(135.6 FEET) EAST-SOUTHEAST OF THE EAST LEG OF THE METAL SIGN
 CF0220'READING (SPITLER LAND AND CATTLE COMPANY), 20.4 METERS (67 FEET)
 CF0220'NORTH OF THE CENTER OF ROAD, 14.1 METERS (46.4 FEET)
 CF0220'NORTHWEST OF THE WEST CORNER OF THE RIGHT-OF-WAY FENCE, 10.4 METERS
 CF0220'(34 FEET) NORTHWEST OF A POWER POLE, 1.2 METERS (4 FEET) WEST
 CF0220'OF RIGHT-OF-WAY FENCE.
 CF0220'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0220'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0700 ***********************************************************************
 CY0700  DESIGNATION -  S 436
 CY0700  PID         -  CY0700
 CY0700  STATE/COUNTY-  AZ/GRAHAM
 CY0700  USGS QUAD   -  ARTESIA (1966)
 CY0700
 CY0700                         *CURRENT SURVEY CONTROL
 CY0700  ___________________________________________________________________
 CY0700* NAD 83(1986)-  32 38 06.     (N)    109 41 35.     (W)     SCALED    
 CY0700* NAVD 88     -      1142.234  (meters)    3747.48   (feet)  ADJUSTED  
 CY0700  ___________________________________________________________________
 CY0700  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CY0700  DYNAMIC HT  -        1140.582 (meters)    3742.06  (feet)  COMP
 CY0700  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 CY0700
 CY0700  VERT ORDER  -  FIRST     CLASS II
 CY0700
 CY0700.The horizontal coordinates were scaled from a topographic map and have
 CY0700.an estimated accuracy of +/- 6 seconds.
 CY0700
 CY0700.The orthometric height was determined by differential leveling
 CY0700.and adjusted in June 1991.
 CY0700
 CY0700.The geoid height was determined by GEOID03.
 CY0700
 CY0700.The dynamic height is computed by dividing the NAVD 88
 CY0700.geopotential number by the normal gravity value computed on the
 CY0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0700.degrees latitude (g = 980.6199 gals.).
 CY0700
 CY0700.The modeled gravity was interpolated from observed gravity values.
 CY0700
 CY0700;                    North         East    Units  Estimated Accuracy
 CY0700;SPC AZ E     -   181,380.      257,800.      MT  (+/- 180 meters Scaled)
 CY0700
 CY0700                          SUPERSEDED SURVEY CONTROL
 CY0700
 CY0700.No superseded survey control is available for this station.
 CY0700
 CY0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB225115(NAD 83)
 CY0700_MARKER: DB = BENCH MARK DISK
 CY0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0700_SP_SET: STAINLESS STEEL ROD
 CY0700_STAMPING: S 436 1979
 CY0700_PROJECTION: FLUSH
 CY0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0700+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0700_ROD/PIPE-DEPTH: 3.96 meters
 CY0700
 CY0700  HISTORY     - Date     Condition        Report By
 CY0700  HISTORY     - 1979     MONUMENTED       NGS
 CY0700  HISTORY     - 20081010 GOOD             GEOCAC
 CY0700
 CY0700                          STATION DESCRIPTION
 CY0700
 CY0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0700'14.0 MI SOUTH FROM SAFFORD.
 CY0700'14.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0700'HIGHWAY 70 IN SAFFORD, 198 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CY0700'221 FEET SOUTHWEST OF MILE POST 107 ON THE WEST SIDE OF THE HIGHWAY
 CY0700'AND 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN
 CY0700'TO REFUSAL.
 CY0700'THE MARK IS 3 FT  S FROM A WITNESS POST.
 CY0700'THE MARK IS 8 FT ABOVE THE HIGHWAY.
 CY0700
 CY0700                          STATION RECOVERY (2008)
 CY0700
 CY0700'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0700'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0700'38.081' W109  41.611'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1143 ***********************************************************************
 DU1143  DESIGNATION -  S 437
 DU1143  PID         -  DU1143
 DU1143  STATE/COUNTY-  AZ/GILA
 DU1143  USGS QUAD   -  SAN CARLOS (1979)
 DU1143
 DU1143                         *CURRENT SURVEY CONTROL
 DU1143  ___________________________________________________________________
 DU1143* NAD 83(1986)-  33 18 27.     (N)    110 29 39.     (W)     SCALED    
 DU1143* NAVD 88     -       904.912  (meters)    2968.87   (feet)  ADJUSTED  
 DU1143  ___________________________________________________________________
 DU1143  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU1143  DYNAMIC HT  -         903.712 (meters)    2964.93  (feet)  COMP
 DU1143  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 DU1143
 DU1143  VERT ORDER  -  FIRST     CLASS II
 DU1143
 DU1143.The horizontal coordinates were scaled from a topographic map and have
 DU1143.an estimated accuracy of +/- 6 seconds.
 DU1143
 DU1143.The orthometric height was determined by differential leveling
 DU1143.and adjusted in June 1991.
 DU1143
 DU1143.The geoid height was determined by GEOID03.
 DU1143
 DU1143.The dynamic height is computed by dividing the NAVD 88
 DU1143.geopotential number by the normal gravity value computed on the
 DU1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1143.degrees latitude (g = 980.6199 gals.).
 DU1143
 DU1143.The modeled gravity was interpolated from observed gravity values.
 DU1143
 DU1143;                    North         East    Units  Estimated Accuracy
 DU1143;SPC AZ E     -   255,900.      182,860.      MT  (+/- 180 meters Scaled)
 DU1143
 DU1143                          SUPERSEDED SURVEY CONTROL
 DU1143
 DU1143.No superseded survey control is available for this station.
 DU1143
 DU1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB470854(NAD 83)
 DU1143_MARKER: DB = BENCH MARK DISK
 DU1143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1143_SP_SET: STAINLESS STEEL ROD
 DU1143_STAMPING: S 437 1979
 DU1143_PROJECTION: FLUSH
 DU1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1143+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1143_ROD/PIPE-DEPTH: 7.5  meters
 DU1143
 DU1143  HISTORY     - Date     Condition        Report By
 DU1143  HISTORY     - 1979     MONUMENTED       NGS
 DU1143  HISTORY     - 20081008 GOOD             GEOCAC
 DU1143
 DU1143                          STATION DESCRIPTION
 DU1143
 DU1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1143'27.7 KM SE FROM GLOBE.
 DU1143'27.7 KILOMETERS (17.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1143'THE NEW COUNTY COURTHOUSE IN GLOBE, 27.9 METERS (91.5 FEET) NORTHEAST
 DU1143'OF THE CENTERLINE OF THE HIGHWAY, 35 METERS (115 FEET) NORTHWEST OF
 DU1143'HIGHWAY MILE POST 269, 20.7 METERS (68 FEET) SOUTHEAST ALONG THE
 DU1143'HIGHWAY FROM THE CENTERLINE OF A 2- BY 2-METER CONCRETE BOX CULVERT
 DU1143'UNDER THE HIGHWAY, 4.0 METERS (13 FEET) WEST OF AN ANGLE IN THE
 DU1143'RIGHT-OF-WAY FENCE WHERE THE POST HAS TWO METAL SUPPORTS AND 0.3
 DU1143'METER (1 FOOT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 DU1143'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 DU1143'THE MARK IS 1 M BELOW THE HIGHWAY.
 DU1143
 DU1143                          STATION RECOVERY (2008)
 DU1143
 DU1143'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1143'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1143'18.484' W110  29.685'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1109 ***********************************************************************
 DU1109  DESIGNATION -  S 438
 DU1109  PID         -  DU1109
 DU1109  STATE/COUNTY-  AZ/GRAHAM
 DU1109  USGS QUAD   -  GERONIMO (1989)
 DU1109
 DU1109                         *CURRENT SURVEY CONTROL
 DU1109  ___________________________________________________________________
 DU1109* NAD 83(1986)-  33 06 46.     (N)    110 05 56.     (W)     SCALED    
 DU1109* NAVD 88     -       805.342  (meters)    2642.19   (feet)  ADJUSTED  
 DU1109  ___________________________________________________________________
 DU1109  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU1109  DYNAMIC HT  -         804.243 (meters)    2638.59  (feet)  COMP
 DU1109  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 DU1109
 DU1109  VERT ORDER  -  FIRST     CLASS II
 DU1109
 DU1109.The horizontal coordinates were scaled from a topographic map and have
 DU1109.an estimated accuracy of +/- 6 seconds.
 DU1109
 DU1109.The orthometric height was determined by differential leveling
 DU1109.and adjusted in June 1991.
 DU1109
 DU1109.The geoid height was determined by GEOID03.
 DU1109
 DU1109.The dynamic height is computed by dividing the NAVD 88
 DU1109.geopotential number by the normal gravity value computed on the
 DU1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1109.degrees latitude (g = 980.6199 gals.).
 DU1109
 DU1109.The modeled gravity was interpolated from observed gravity values.
 DU1109
 DU1109;                    North         East    Units  Estimated Accuracy
 DU1109;SPC AZ E     -   234,260.      219,690.      MT  (+/- 180 meters Scaled)
 DU1109
 DU1109                          SUPERSEDED SURVEY CONTROL
 DU1109
 DU1109.No superseded survey control is available for this station.
 DU1109
 DU1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB840641(NAD 83)
 DU1109_MARKER: DB = BENCH MARK DISK
 DU1109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1109_SP_SET: STAINLESS STEEL ROD
 DU1109_STAMPING: S 438 1979
 DU1109_PROJECTION: FLUSH
 DU1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1109+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU1109_ROD/PIPE-DEPTH: 7.5  meters
 DU1109
 DU1109  HISTORY     - Date     Condition        Report By
 DU1109  HISTORY     - 1979     MONUMENTED       NGS
 DU1109  HISTORY     - 20081009 GOOD             GEOCAC
 DU1109
 DU1109                          STATION DESCRIPTION
 DU1109
 DU1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1109'1.3 KM SE FROM BYLAS.
 DU1109'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1109'POST OFFICE IN BYLAS, 30.3 METERS (99 FEET) SOUTHWEST OF THE
 DU1109'CENTERLINE OF THE HIGHWAY, 54 METERS (177 FEET) NORTHWEST ALONG THE
 DU1109'HIGHWAY FROM MILE POST 297, 15.1 METERS (49.5 FEET) NORTHWEST OF THE
 DU1109'CENTERLINE OF A DIRT DRIVE LEADING SOUTHWEST TO A ONE-STORY FRAME
 DU1109'HOUSE, 4.6 METERS (15 FEET) SOUTHWEST OF POWER LINE POLE 27 AND 0.3
 DU1109'METER (1 FOOT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 DU1109'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU1109'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1109
 DU1109                          STATION RECOVERY (2008)
 DU1109
 DU1109'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1109'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1109'06.785' W110  05.974'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0001 ***********************************************************************
 ES0001  DESIGNATION -  S 45
 ES0001  PID         -  ES0001
 ES0001  STATE/COUNTY-  AZ/NAVAJO
 ES0001  USGS QUAD   -  SNOWFLAKE (1970)
 ES0001
 ES0001                         *CURRENT SURVEY CONTROL
 ES0001  ___________________________________________________________________
 ES0001* NAD 83(1986)-  34 30 19.     (N)    110 05 27.     (W)     SCALED    
 ES0001* NAVD 88     -      1708.525  (meters)    5605.39   (feet)  ADJUSTED  
 ES0001  ___________________________________________________________________
 ES0001  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0001  DYNAMIC HT  -        1706.089 (meters)    5597.39  (feet)  COMP
 ES0001  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 ES0001
 ES0001  VERT ORDER  -  FIRST     CLASS II
 ES0001
 ES0001.The horizontal coordinates were scaled from a topographic map and have
 ES0001.an estimated accuracy of +/- 6 seconds.
 ES0001
 ES0001.The orthometric height was determined by differential leveling
 ES0001.and adjusted in June 1991.
 ES0001
 ES0001.The geoid height was determined by GEOID03.
 ES0001
 ES0001.The dynamic height is computed by dividing the NAVD 88
 ES0001.geopotential number by the normal gravity value computed on the
 ES0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0001.degrees latitude (g = 980.6199 gals.).
 ES0001
 ES0001.The modeled gravity was interpolated from observed gravity values.
 ES0001
 ES0001;                    North         East    Units  Estimated Accuracy
 ES0001;SPC AZ E     -   388,700.      220,320.      MT  (+/- 180 meters Scaled)
 ES0001
 ES0001                          SUPERSEDED SURVEY CONTROL
 ES0001
 ES0001  NGVD 29 (??/??/92) 1707.710  (m)         5602.71   (f) ADJ UNCH    1 2
 ES0001
 ES0001.Superseded values are not recommended for survey control.
 ES0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0001.See file dsdata.txt to determine how the superseded data were derived.
 ES0001
 ES0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD834185(NAD 83)
 ES0001_MARKER: DB = BENCH MARK DISK
 ES0001_SETTING: 66 = SET IN ROCK OUTCROP
 ES0001_SP_SET: SANDSTONE OUTCROP
 ES0001_STAMPING: S-45 1934
 ES0001_MARK LOGO: CGS   
 ES0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0001+STABILITY: POSITION/ELEVATION WELL
 ES0001
 ES0001  HISTORY     - Date     Condition        Report By
 ES0001  HISTORY     - 1934     MONUMENTED       CGS
 ES0001  HISTORY     - 1983     GOOD             NGS
 ES0001
 ES0001                          STATION DESCRIPTION
 ES0001
 ES0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0001'0.8 MI NW FROM SNOW FLAKE.
 ES0001'0.8 OF A MILE NORTHWEST OF, ALONG APACHE RAILROAD.  1 1/2 POLES
 ES0001'SOUTHEAST OF END OF LONG WOODEN BRIDGE, NO. 33-A.  92 FEET SOUTHEAST
 ES0001'OF MILEPOST NO. 34.  45 FEET SOUTHWEST OF CENTER LINE OF TRACK.  4
 ES0001'FEET NORTHEAST OF TELEPHONE LINE.  SET IN TOP OF OUTCROP OF BROWN SAND
 ES0001'STONE, ABOUT TWO INCHES ABOVE GROUND SURFACE.
 ES0001
 ES0001                          STATION RECOVERY (1983)
 ES0001
 ES0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0001'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.9 KM (18.55
 ES0001'MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION WITH STATE
 ES0001'HIGHWAY 260 IN SHOW LOW, THENCE 1.2 KM (0.75 MI) NORTHWEST ALONG THE
 ES0001'APACHE RAILROAD, IN THE CENTER OF A 6 BY 18 FT EXPOSED AREA OF
 ES0001'OUTCROPPING BEDROCK, 67.7 METERS (222.1 FT) SOUTHEAST OF THE SOUTHEAST
 ES0001'END OF A RAILROAD BRIDGE, 19.4 METERS (63.6 FT) EAST OF A UTILITY POLE
 ES0001'WITH 2 GUY WIRES AND 14.7 METERS (48.2 FT) SOUTHWEST OF THE CENTER OF
 ES0001'THE RAILROAD BED.
 ES0001'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0001'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0179 ***********************************************************************
 ER0179  DESIGNATION -  S 46
 ER0179  PID         -  ER0179
 ER0179  STATE/COUNTY-  AZ/APACHE
 ER0179  USGS QUAD   -  SALADO (1984)
 ER0179
 ER0179                         *CURRENT SURVEY CONTROL
 ER0179  ___________________________________________________________________
 ER0179* NAD 83(1986)-  34 29 57.     (N)    109 29 49.     (W)     SCALED    
 ER0179* NAVD 88     -      1878.515  (meters)    6163.09   (feet)  ADJUSTED  
 ER0179  ___________________________________________________________________
 ER0179  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 ER0179  DYNAMIC HT  -        1875.802 (meters)    6154.19  (feet)  COMP
 ER0179  MODELED GRAV-     979,124.0   (mgal)                       NAVD 88
 ER0179
 ER0179  VERT ORDER  -  SECOND    CLASS 0
 ER0179
 ER0179.The horizontal coordinates were scaled from a topographic map and have
 ER0179.an estimated accuracy of +/- 6 seconds.
 ER0179
 ER0179.The orthometric height was determined by differential leveling
 ER0179.and adjusted in June 1991.
 ER0179
 ER0179.The geoid height was determined by GEOID03.
 ER0179
 ER0179.The dynamic height is computed by dividing the NAVD 88
 ER0179.geopotential number by the normal gravity value computed on the
 ER0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0179.degrees latitude (g = 980.6199 gals.).
 ER0179
 ER0179.The modeled gravity was interpolated from observed gravity values.
 ER0179
 ER0179;                    North         East    Units  Estimated Accuracy
 ER0179;SPC AZ E     -   388,220.      274,860.      MT  (+/- 180 meters Scaled)
 ER0179
 ER0179                          SUPERSEDED SURVEY CONTROL
 ER0179
 ER0179  NGVD 29 (??/??/92) 1877.658  (m)         6160.28   (f) ADJ UNCH    2 0
 ER0179
 ER0179.Superseded values are not recommended for survey control.
 ER0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0179.See file dsdata.txt to determine how the superseded data were derived.
 ER0179
 ER0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD379185(NAD 83)
 ER0179_MARKER: DB = BENCH MARK DISK
 ER0179_SETTING: 66 = SET IN ROCK OUTCROP
 ER0179_SP_SET: OUTCROP
 ER0179_STAMPING: S 46 1934
 ER0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0179+STABILITY: POSITION/ELEVATION WELL
 ER0179
 ER0179  HISTORY     - Date     Condition        Report By
 ER0179  HISTORY     - 1934     MONUMENTED       CGS
 ER0179
 ER0179                          STATION DESCRIPTION
 ER0179
 ER0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0179'6.7 MI E FROM CONCHO.
 ER0179'6.7 MILES EAST ALONG U.S. HIGHWAY 180 FROM CONCHO, APACHE COUNTY, 7.8
 ER0179'MILES WEST OF THE HIGH SCHOOL AT ST. JOHNS, 40 FEET EAST OF THE SOUTH
 ER0179'HEADWALL OF A CONCRETE CULVERT, 108 FEET SOUTH OF THE CENTERLINE OF
 ER0179'THE HIGHWAY, IN THE TOP OF A ROUGH OUTCROP, AND ABOUT 1 FOOT LOWER
 ER0179'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 46 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1152 ***********************************************************************
 DB1152  DESIGNATION -  S 469
 DB1152  PID         -  DB1152
 DB1152  STATE/COUNTY-  AZ/YUMA
 DB1152  USGS QUAD   -  YUMA EAST (1994)
 DB1152
 DB1152                         *CURRENT SURVEY CONTROL
 DB1152  ___________________________________________________________________
 DB1152* NAD 83(1986)-  32 41 44.     (N)    114 36 38.     (W)     SCALED    
 DB1152* NAVD 88     -        59.865  (meters)     196.41   (feet)  ADJUSTED  
 DB1152  ___________________________________________________________________
 DB1152  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB1152  DYNAMIC HT  -          59.798 (meters)     196.19  (feet)  COMP
 DB1152  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 DB1152
 DB1152  VERT ORDER  -  FIRST     CLASS II
 DB1152
 DB1152.The horizontal coordinates were scaled from a topographic map and have
 DB1152.an estimated accuracy of +/- 6 seconds.
 DB1152
 DB1152.The orthometric height was determined by differential leveling
 DB1152.and adjusted in June 1991.
 DB1152
 DB1152.The geoid height was determined by GEOID03.
 DB1152
 DB1152.The dynamic height is computed by dividing the NAVD 88
 DB1152.geopotential number by the normal gravity value computed on the
 DB1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1152.degrees latitude (g = 980.6199 gals.).
 DB1152
 DB1152.The modeled gravity was interpolated from observed gravity values.
 DB1152
 DB1152;                    North         East    Units  Estimated Accuracy
 DB1152;SPC AZ W     -   188,330.      132,670.      MT  (+/- 180 meters Scaled)
 DB1152
 DB1152                          SUPERSEDED SURVEY CONTROL
 DB1152
 DB1152.No superseded survey control is available for this station.
 DB1152
 DB1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS240200(NAD 83)
 DB1152_MARKER: DB = BENCH MARK DISK
 DB1152_SETTING: 66 = SET IN ROCK OUTCROP
 DB1152_SP_SET: ROCK OUTCROP
 DB1152_STAMPING: S 469 1981
 DB1152_MARK LOGO: NGS   
 DB1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1152+STABILITY: POSITION/ELEVATION WELL
 DB1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1152+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 DB1152
 DB1152  HISTORY     - Date     Condition        Report By
 DB1152  HISTORY     - 1981     MONUMENTED       NGS
 DB1152  HISTORY     - 19950523 GOOD             USPSQD
 DB1152  HISTORY     - 20060328 GOOD             INDIV
 DB1152
 DB1152                          STATION DESCRIPTION
 DB1152
 DB1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1152'3.1 KM (1.95 MI) SE FROM YUMA.
 DB1152'3.1 KM (1.95 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB1152'THE STATION IN YUMA, 0.3 KM (0.2 MI) SOUTH OF THE 16TH STREET
 DB1152'OVERPASS, 0.2 KM (0.1 MI) SOUTHWEST OF TWO LARGE WATER TANKS, AT THE
 DB1152'SOUTHWEST CORNER OF PROPERTY OWNED BY THE YUMA CITY WATER DISTRICT,
 DB1152'SET IN TOP OF THE CENTER OF A SMALL ROCK OUTCROP, 39.6 M (130 FT)
 DB1152'NORTHEAST ACROSS THE TRACKS FROM RAILROAD SWITCH NUMBER 631, 26.2 M
 DB1152'(86.0 FT) SOUTH OF A TELEPHONE POLE, 14.6 M (48.0 FT) EAST OF THE
 DB1152'EAST RAIL, 29.0 M (95.0 FT) NORTH OF A TELEPHONE POLE.
 DB1152'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 DB1152'THE MARK IS 4.6 M ABOVE THE TRACKS.
 DB1152
 DB1152                          STATION RECOVERY (1995)
 DB1152
 DB1152'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB1152'RECOVERED IN GOOD CONDITION.
 DB1152
 DB1152                          STATION RECOVERY (2006)
 DB1152
 DB1152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0244 ***********************************************************************
 ER0244  DESIGNATION -  S 47
 ER0244  PID         -  ER0244
 ER0244  STATE/COUNTY-  AZ/APACHE
 ER0244  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0244
 ER0244                         *CURRENT SURVEY CONTROL
 ER0244  ___________________________________________________________________
 ER0244* NAD 83(1986)-  34 07 59.     (N)    109 16 58.     (W)     SCALED    
 ER0244* NAVD 88     -      2124.753  (meters)    6970.96   (feet)  ADJUSTED  
 ER0244  ___________________________________________________________________
 ER0244  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0244  DYNAMIC HT  -        2121.456 (meters)    6960.14  (feet)  COMP
 ER0244  MODELED GRAV-     979,008.1   (mgal)                       NAVD 88
 ER0244
 ER0244  VERT ORDER  -  FIRST     CLASS II
 ER0244
 ER0244.The horizontal coordinates were scaled from a topographic map and have
 ER0244.an estimated accuracy of +/- 6 seconds.
 ER0244
 ER0244.The orthometric height was determined by differential leveling
 ER0244.and adjusted in June 1991.
 ER0244
 ER0244.The geoid height was determined by GEOID03.
 ER0244
 ER0244.The dynamic height is computed by dividing the NAVD 88
 ER0244.geopotential number by the normal gravity value computed on the
 ER0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0244.degrees latitude (g = 980.6199 gals.).
 ER0244
 ER0244.The modeled gravity was interpolated from observed gravity values.
 ER0244
 ER0244;                    North         East    Units  Estimated Accuracy
 ER0244;SPC AZ E     -   347,760.      294,880.      MT  (+/- 180 meters Scaled)
 ER0244
 ER0244                          SUPERSEDED SURVEY CONTROL
 ER0244
 ER0244  NGVD 29 (??/??/92) 2123.801  (m)         6967.84   (f) ADJ UNCH    1 2
 ER0244
 ER0244.Superseded values are not recommended for survey control.
 ER0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0244.See file dsdata.txt to determine how the superseded data were derived.
 ER0244
 ER0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC583782(NAD 83)
 ER0244_MARKER: DB = BENCH MARK DISK
 ER0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0244_SP_SET: BRIDGE
 ER0244_STAMPING: S 47 1934
 ER0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0244+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 ER0244
 ER0244  HISTORY     - Date     Condition        Report By
 ER0244  HISTORY     - 1934     MONUMENTED       CGS
 ER0244  HISTORY     - 1970     GOOD             USGS
 ER0244  HISTORY     - 1980     GOOD             NGS
 ER0244  HISTORY     - 20040908 GOOD             GEOCAC
 ER0244  HISTORY     - 20050728 GOOD             USPSQD
 ER0244
 ER0244                          STATION DESCRIPTION
 ER0244
 ER0244'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0244'IN SPRINGERVILLE.
 ER0244'AT SPRINGERVILLE, APACHE COUNTY, ON U.S. HWYS. 60, 180, AND 666, IN
 ER0244'THE SOUTH AND FRONT BRICK WALL OF BECKERS GARAGE, 46 FT. WEST OF THE
 ER0244'CENTER OF THE ENTRANCE TO THE SHOP, ONE FT. EAST OF THE WEST CORNER OF
 ER0244'THE OFFICE, AND ABOUT 1.5 FT. ABOVE THE CONCRETE WALK.  A STANDARD
 ER0244'DISK STAMPED S-47, 1934 AND SET VERTICALLY.
 ER0244
 ER0244                          STATION RECOVERY (1980)
 ER0244
 ER0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0244'IN SPRINGERVILLE, AT THE ED JOHNSON FORD MERCURY SALES INC, SET
 ER0244'VERTICALLY IN THE WEST END OF THE SOUTH FACE OF THE BUILDING, 14.0
 ER0244'METERS (46.0 FT) WEST OF THE MAIN ENTRANCE AND 0.3 METERS (1.0 FT)
 ER0244'EAST OF THE WEST END OF THE BUILDING.
 ER0244'THE MARK IS 1.1 M ABOVE THE SIDEWALK.
 ER0244
 ER0244                          STATION RECOVERY (2004)
 ER0244
 ER0244'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 ER0244'RECOVERED IN GOOD CONDITION.
 ER0244
 ER0244                          STATION RECOVERY (2005)
 ER0244
 ER0244'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0244'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1208 ***********************************************************************
 DA1208  DESIGNATION -  S 470
 DA1208  PID         -  DA1208
 DA1208  STATE/COUNTY-  AZ/PIMA
 DA1208  USGS QUAD   -  AJO SOUTH (1990)
 DA1208
 DA1208                         *CURRENT SURVEY CONTROL
 DA1208  ___________________________________________________________________
 DA1208* NAD 83(1986)-  32 19 43.     (N)    112 46 50.     (W)     SCALED    
 DA1208* NAVD 88     -       496.451  (meters)    1628.77   (feet)  ADJUSTED  
 DA1208  ___________________________________________________________________
 DA1208  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DA1208  DYNAMIC HT  -         495.810 (meters)    1626.67  (feet)  COMP
 DA1208  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 DA1208
 DA1208  VERT ORDER  -  FIRST     CLASS II
 DA1208
 DA1208.The horizontal coordinates were scaled from a topographic map and have
 DA1208.an estimated accuracy of +/- 6 seconds.
 DA1208
 DA1208.The orthometric height was determined by differential leveling
 DA1208.and adjusted in June 1991.
 DA1208
 DA1208.The geoid height was determined by GEOID03.
 DA1208
 DA1208.The dynamic height is computed by dividing the NAVD 88
 DA1208.geopotential number by the normal gravity value computed on the
 DA1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1208.degrees latitude (g = 980.6199 gals.).
 DA1208
 DA1208.The modeled gravity was interpolated from observed gravity values.
 DA1208
 DA1208;                    North         East    Units  Estimated Accuracy
 DA1208;SPC AZ C     -   147,630.      132,030.      MT  (+/- 180 meters Scaled)
 DA1208
 DA1208                          SUPERSEDED SURVEY CONTROL
 DA1208
 DA1208.No superseded survey control is available for this station.
 DA1208
 DA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA324782(NAD 83)
 DA1208_MARKER: I = METAL ROD
 DA1208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1208_SP_SET: STAINLESS STEEL ROD
 DA1208_STAMPING: S 470 1981
 DA1208_MARK LOGO: NGS   
 DA1208_PROJECTION: FLUSH
 DA1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1208_ROD/PIPE-DEPTH: 3.0  meters
 DA1208
 DA1208  HISTORY     - Date     Condition        Report By
 DA1208  HISTORY     - 1981     MONUMENTED       NGS
 DA1208  HISTORY     - 19990203 MARK NOT FOUND   USPSQD
 DA1208
 DA1208                          STATION DESCRIPTION
 DA1208
 DA1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1208'9.3 KM (5.8 MI) SE FROM AJO.
 DA1208'9.3 KM (5.8 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE TUCSON,
 DA1208'CORNELIA AND GILA BEND RAILROAD CROSSING IN AJO, AT HIGHWAY MILEPOST
 DA1208'48, SET IN LINE WITH A ROW OF POWER LINE POLES, 60.4 M (198 FT)
 DA1208'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.5 M (110 FT) SOUTHEAST
 DA1208'OF POWER POLE NUMBER 517, 0.3 M (1.0 FT) SOUTHWEST OF THE HIGHWAY
 DA1208'RIGHT-OF-WAY FENCE.
 DA1208'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA1208'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA1208
 DA1208                          STATION RECOVERY (1999)
 DA1208
 DA1208'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0829 ***********************************************************************
 ET0829  DESIGNATION -  S 471
 ET0829  PID         -  ET0829
 ET0829  STATE/COUNTY-  AZ/MOHAVE
 ET0829  USGS QUAD   -  DUTCH FLAT NW (1967)
 ET0829
 ET0829                         *CURRENT SURVEY CONTROL
 ET0829  ___________________________________________________________________
 ET0829* NAD 83(1986)-  34 44 28.     (N)    113 57 49.     (W)     SCALED    
 ET0829* NAVD 88     -       876.121  (meters)    2874.41   (feet)  ADJUSTED  
 ET0829  ___________________________________________________________________
 ET0829  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ET0829  DYNAMIC HT  -         875.086 (meters)    2871.01  (feet)  COMP
 ET0829  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 ET0829  OBS GRAVITY -     979,427.3   (mgal)                       GRAV_OBS
 ET0829
 ET0829  VERT ORDER  -  FIRST     CLASS II
 ET0829
 ET0829.The horizontal coordinates were scaled from a topographic map and have
 ET0829.an estimated accuracy of +/- 6 seconds.
 ET0829
 ET0829.The orthometric height was determined by differential leveling
 ET0829.and adjusted in June 1991.
 ET0829
 ET0829.The geoid height was determined by GEOID03.
 ET0829
 ET0829.The dynamic height is computed by dividing the NAVD 88
 ET0829.geopotential number by the normal gravity value computed on the
 ET0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0829.degrees latitude (g = 980.6199 gals.).
 ET0829
 ET0829.The modeled gravity was interpolated from observed gravity values.
 ET0829.The observed gravity was obtained from relative gravimeter ties
 ET0829.to the IGSN71 gravity network.
 ET0829
 ET0829;                    North         East    Units  Estimated Accuracy
 ET0829;SPC AZ W     -   414,890.      193,800.      MT  (+/- 180 meters Scaled)
 ET0829
 ET0829                          SUPERSEDED SURVEY CONTROL
 ET0829
 ET0829.No superseded survey control is available for this station.
 ET0829
 ET0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD286483(NAD 83)
 ET0829_MARKER: DB = BENCH MARK DISK
 ET0829_SETTING: 66 = SET IN ROCK OUTCROP
 ET0829_SP_SET: ROCK OUTCROP
 ET0829_STAMPING: S 471 1981
 ET0829_MARK LOGO: NGS   
 ET0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0829+STABILITY: POSITION/ELEVATION WELL
 ET0829
 ET0829  HISTORY     - Date     Condition        Report By
 ET0829  HISTORY     - 1981     MONUMENTED       NGS
 ET0829
 ET0829                          STATION DESCRIPTION
 ET0829
 ET0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0829'23.8 KM (14.8 MI) SE FROM YUCCA.
 ET0829'23.8 KM (14.8 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0829'INTERSTATE HIGHWAY 40 IN YUCCA, SET IN TOP OF A ROCK OUTCROP AT THE
 ET0829'BOTTOM OF THE SOUTHWEST END OF A ROCK-COVERED MOUNTAIN, 40.2 METERS
 ET0829'(132 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 46.0 METERS (151 FT)
 ET0829'SOUTHEAST OF THE CENTERLINE OF A WASH LEADING ALONG THE WEST SIDE OF
 ET0829'THE MOUNTAIN, 16.2 METERS (53.0 FT) NORTHEAST OF A PAIR OF JOSHUA
 ET0829'TREES.
 ET0829'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 ET0829'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1339 ***********************************************************************
 DU1339  DESIGNATION -  S 473
 DU1339  PID         -  DU1339
 DU1339  STATE/COUNTY-  AZ/MARICOPA
 DU1339  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1339
 DU1339                         *CURRENT SURVEY CONTROL
 DU1339  ___________________________________________________________________
 DU1339* NAD 83(1986)-  33 31 26.     (N)    111 54 34.     (W)     SCALED    
 DU1339* NAVD 88     -       386.690  (meters)    1268.67   (feet)  ADJUSTED  
 DU1339  ___________________________________________________________________
 DU1339  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1339  DYNAMIC HT  -         386.238 (meters)    1267.18  (feet)  COMP
 DU1339  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 DU1339
 DU1339  VERT ORDER  -  FIRST     CLASS II
 DU1339
 DU1339.The horizontal coordinates were scaled from a topographic map and have
 DU1339.an estimated accuracy of +/- 6 seconds.
 DU1339
 DU1339.The orthometric height was determined by differential leveling
 DU1339.and adjusted in November 1993.
 DU1339.WARNING-Repeat measurements at this control monument indicate possible
 DU1339.vertical movement.
 DU1339
 DU1339.The geoid height was determined by GEOID03.
 DU1339
 DU1339.The dynamic height is computed by dividing the NAVD 88
 DU1339.geopotential number by the normal gravity value computed on the
 DU1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1339.degrees latitude (g = 980.6199 gals.).
 DU1339
 DU1339.The modeled gravity was interpolated from observed gravity values.
 DU1339
 DU1339;                    North         East    Units  Estimated Accuracy
 DU1339;SPC AZ C     -   279,850.      214,030.      MT  (+/- 180 meters Scaled)
 DU1339
 DU1339                          SUPERSEDED SURVEY CONTROL
 DU1339
 DU1339  NAVD 88 (06/15/91)  386.717  (m)         1268.75   (f) UNKNOWN     1 2
 DU1339
 DU1339.Superseded values are not recommended for survey control.
 DU1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1339.See file dsdata.txt to determine how the superseded data were derived.
 DU1339
 DU1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155097(NAD 83)
 DU1339_MARKER: DB = BENCH MARK DISK
 DU1339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU1339_SP_SET: ABUTMENT
 DU1339_STAMPING: S 473 1981
 DU1339_MARK LOGO: NGS   
 DU1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1339+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2006
 DU1339
 DU1339  HISTORY     - Date     Condition        Report By
 DU1339  HISTORY     - 1981     MONUMENTED       NGS
 DU1339  HISTORY     - 1984     GOOD             AZDT
 DU1339  HISTORY     - 20061003 GOOD             GEOCAC
 DU1339
 DU1339                          STATION DESCRIPTION
 DU1339
 DU1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1339'1.4 KM (0.85 MI) WEST FROM SCOTTSDALE.
 DU1339'1.3 KM (0.8 MI) SOUTH ALONG HAYDEN ROAD FROM THE CROSSING OF THE
 DU1339'ARIZONA CANAL AT SCOTTSDALE, THENCE 0.1 KM (0.05 MI) WEST ALONG
 DU1339'MCDONALD DRIVE, IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 DU1339'MCDONALD DRIVE BRIDGE OVER A FLOOD CONTROL CANAL, 7.6 METERS (25 FT)
 DU1339'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE DRIVE, 0.7
 DU1339'METER (2.3 FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 DU1339'THE MARK IS 0.6 M BELOW THE DRIVE.
 DU1339
 DU1339                          STATION RECOVERY (1984)
 DU1339
 DU1339'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1339'RECOVERED IN GOOD CONDITION.
 DU1339
 DU1339                          STATION RECOVERY (2006)
 DU1339
 DU1339'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1252 ***********************************************************************
 DV1252  DESIGNATION -  S 474
 DV1252  PID         -  DV1252
 DV1252  STATE/COUNTY-  AZ/MARICOPA
 DV1252  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1252
 DV1252                         *CURRENT SURVEY CONTROL
 DV1252  ___________________________________________________________________
 DV1252* NAD 83(1986)-  33 35 35.     (N)    112 05 42.     (W)     SCALED    
 DV1252* NAVD 88     -       414.291  (meters)    1359.22   (feet)  ADJUSTED  
 DV1252  ___________________________________________________________________
 DV1252  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1252  DYNAMIC HT  -         413.813 (meters)    1357.65  (feet)  COMP
 DV1252  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DV1252
 DV1252  VERT ORDER  -  FIRST     CLASS II
 DV1252
 DV1252.The horizontal coordinates were scaled from a topographic map and have
 DV1252.an estimated accuracy of +/- 6 seconds.
 DV1252
 DV1252.The orthometric height was determined by differential leveling
 DV1252.and adjusted in June 1991.
 DV1252
 DV1252.The geoid height was determined by GEOID03.
 DV1252
 DV1252.The dynamic height is computed by dividing the NAVD 88
 DV1252.geopotential number by the normal gravity value computed on the
 DV1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1252.degrees latitude (g = 980.6199 gals.).
 DV1252
 DV1252.The modeled gravity was interpolated from observed gravity values.
 DV1252
 DV1252;                    North         East    Units  Estimated Accuracy
 DV1252;SPC AZ C     -   287,540.      196,810.      MT  (+/- 180 meters Scaled)
 DV1252
 DV1252                          SUPERSEDED SURVEY CONTROL
 DV1252
 DV1252.No superseded survey control is available for this station.
 DV1252
 DV1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC983175(NAD 83)
 DV1252_MARKER: DB = BENCH MARK DISK
 DV1252_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DV1252_SP_SET: WATER TANK FOUNDATION ON BEDRO
 DV1252_STAMPING: S 474 1981
 DV1252_MARK LOGO: NGS   
 DV1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1252+STABILITY: POSITION/ELEVATION WELL
 DV1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1252+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2007
 DV1252
 DV1252  HISTORY     - Date     Condition        Report By
 DV1252  HISTORY     - 1981     MONUMENTED       NGS
 DV1252  HISTORY     - 1981     GOOD             AZDT
 DV1252  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1252  HISTORY     - 20070315 GOOD             GEOCAC
 DV1252
 DV1252                          STATION DESCRIPTION
 DV1252
 DV1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1252'15.9 KM (9.85 MI) NE FROM PHOENIX.
 DV1252'13.4 KM (8.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1252'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 1.6 KM (1.0 MI) EAST
 DV1252'ALONG CACTUS ROAD, THENCE 0.5 KM (0.3 MI) SOUTH ALONG 19TH AVENUE,
 DV1252'THENCE 0.4 KM (0.25 MI) EAST ALONG SUNNYSIDE DRIVE, IN TOP OF THE
 DV1252'SOUTHWEST EDGE OF THE CONCRETE FOUNDATION OF THE EAST ONE OF TWO WATER
 DV1252'TANKS, 12.5 METERS (41.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST LEG OF
 DV1252'THE STAIRS LEADING TO THE TOP OF THE TANK, 1.5 METERS (5.0 FT)
 DV1252'SOUTHEAST OF THE SOUTHEAST EDGE OF A 18-INCH OVERFLOW PIPE, 1.1 METERS
 DV1252'(3.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF A 36-INCH ACCESS COVER.
 DV1252'THE MARK IS 0.3 M ABOVE THE CONCRETE APRON.
 DV1252
 DV1252                          STATION RECOVERY (1981)
 DV1252
 DV1252'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1252'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1252'INTERSECTION OF MCDOWELL ROAD IN PHOENIX, TO CACTUS ROAD.  THENCE
 DV1252'1 MILE (1.6 KM) EAST TO 19TH AVENUE.  THENCE 0.25 MILE
 DV1252'(0.40 KM) SOUTH TO SUNNYSIDE DRIVE.  THENCE 0.25 MILE
 DV1252'(0.40 KM) EAST TO THE SUNNYSLOPE WATER TANKS AND THE MARK.
 DV1252'55 FT (16.76 METERS) NORTH OF A EAST-WEST CYCLONE FENCE.  41.5 FEET
 DV1252'(12.65 METERS) EAST OF STAIRS UP THE EAST FACE OF THE WEST WATERTANK.
 DV1252'0.5 FT (0.15 METER) WEST OF THE FACE OF THE EASTERN-MOST TANK,
 DV1252'CEMENTED IN THE CONCRETE BASE.
 DV1252
 DV1252                          STATION RECOVERY (2004)
 DV1252
 DV1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1252'NOT FOUND.  IN SECURE AREA. NO ACCESS.
 DV1252
 DV1252                          STATION RECOVERY (2007)
 DV1252
 DV1252'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1281 ***********************************************************************
 DV1281  DESIGNATION -  S 475
 DV1281  PID         -  DV1281
 DV1281  STATE/COUNTY-  AZ/MARICOPA
 DV1281  USGS QUAD   -  PERRYVILLE (1982)
 DV1281
 DV1281                         *CURRENT SURVEY CONTROL
 DV1281  ___________________________________________________________________
 DV1281* NAD 83(1986)-  33 26 45.     (N)    112 27 43.     (W)     SCALED    
 DV1281* NAVD 88     -       307.101  (meters)    1007.55   (feet)  ADJUSTED  
 DV1281  ___________________________________________________________________
 DV1281  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1281  DYNAMIC HT  -         306.749 (meters)    1006.39  (feet)  COMP
 DV1281  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 DV1281
 DV1281  VERT ORDER  -  FIRST     CLASS II
 DV1281
 DV1281.The horizontal coordinates were scaled from a topographic map and have
 DV1281.an estimated accuracy of +/- 6 seconds.
 DV1281
 DV1281.The orthometric height was determined by differential leveling
 DV1281.and adjusted in June 1991.
 DV1281
 DV1281.The geoid height was determined by GEOID03.
 DV1281
 DV1281.The dynamic height is computed by dividing the NAVD 88
 DV1281.geopotential number by the normal gravity value computed on the
 DV1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1281.degrees latitude (g = 980.6199 gals.).
 DV1281
 DV1281.The modeled gravity was interpolated from observed gravity values.
 DV1281
 DV1281;                    North         East    Units  Estimated Accuracy
 DV1281;SPC AZ C     -   271,330.      162,670.      MT  (+/- 180 meters Scaled)
 DV1281
 DV1281                          SUPERSEDED SURVEY CONTROL
 DV1281
 DV1281.No superseded survey control is available for this station.
 DV1281
 DV1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC641016(NAD 83)
 DV1281_MARKER: DB = BENCH MARK DISK
 DV1281_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1281_SP_SET: DEEL WELL PAD ATTACHED TO CASI
 DV1281_STAMPING: S 475 1981
 DV1281_MARK LOGO: NGS   
 DV1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1281+STABILITY: POSITION/ELEVATION WELL
 DV1281
 DV1281  HISTORY     - Date     Condition        Report By
 DV1281  HISTORY     - 1981     MONUMENTED       NGS
 DV1281
 DV1281                          STATION DESCRIPTION
 DV1281
 DV1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1281'10.7 KM (6.7 MI) NW FROM GOODYEAR.
 DV1281'9.6 KM (6.0 MI) WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
 DV1281'THENCE 1.1 KM (0.7 MI) NORTH ALONG PERRYVILLE ROAD, AT THE SOUTHWEST
 DV1281'CORNER OF THE CROSSING OF THE ROOSEVELT CANAL, AT A DEEP WATER WELL
 DV1281'IRRIGATION PUMP SURROUNDED BY A LOCKED CHAIN LINK FENCE, IN TOP OF THE
 DV1281'NORTHWEST CORNER OF THE 10 BY 10 FOOT CONCRETE PAD WHICH IS ATTACHED
 DV1281'TO THE WELL CASING, 17.8 METERS (58.4 FT) WEST OF THE CENTERLINE OF
 DV1281'THE ROAD, 18.6 METERS (61.0 FT) SOUTHWEST OF THE SOUTH END OF THE WEST
 DV1281'HEADWALL OF PERRYVILLE ROAD BRIDGE, 6.4 METERS (21 FT) SOUTHEAST OF
 DV1281'THE CENTERLINE OF THE SOUTH LEVEE ROAD, 7.8 METERS (25.6 FT) NORTHEAST
 DV1281'OF THE EAST ONE OF THREE POLES SUPPORTING 3 TRANSFORMERS.
 DV1281'THE MARK IS 0.6 M BELOW PERRYVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1353 ***********************************************************************
 DV1353  DESIGNATION -  S 476
 DV1353  PID         -  DV1353
 DV1353  STATE/COUNTY-  AZ/MARICOPA
 DV1353  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1353
 DV1353                         *CURRENT SURVEY CONTROL
 DV1353  ___________________________________________________________________
 DV1353* NAD 83(1986)-  33 32 24.     (N)    113 09 18.     (W)     SCALED    
 DV1353* NAVD 88     -       373.783  (meters)    1226.32   (feet)  ADJUSTED  
 DV1353  ___________________________________________________________________
 DV1353  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV1353  DYNAMIC HT  -         373.349 (meters)    1224.90  (feet)  COMP
 DV1353  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 DV1353
 DV1353  VERT ORDER  -  FIRST     CLASS II
 DV1353
 DV1353.The horizontal coordinates were scaled from a topographic map and have
 DV1353.an estimated accuracy of +/- 6 seconds.
 DV1353
 DV1353.The orthometric height was determined by differential leveling
 DV1353.and adjusted in June 1991.
 DV1353
 DV1353.The geoid height was determined by GEOID03.
 DV1353
 DV1353.The dynamic height is computed by dividing the NAVD 88
 DV1353.geopotential number by the normal gravity value computed on the
 DV1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1353.degrees latitude (g = 980.6199 gals.).
 DV1353
 DV1353.The modeled gravity was interpolated from observed gravity values.
 DV1353
 DV1353;                    North         East    Units  Estimated Accuracy
 DV1353;SPC AZ C     -   282,320.       98,350.      MT  (+/- 180 meters Scaled)
 DV1353
 DV1353                          SUPERSEDED SURVEY CONTROL
 DV1353
 DV1353.No superseded survey control is available for this station.
 DV1353
 DV1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC999132(NAD 83)
 DV1353_MARKER: I = METAL ROD
 DV1353_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV1353_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV1353_STAMPING: S 476 1981
 DV1353_MARK LOGO: NGS   
 DV1353_PROJECTION: FLUSH
 DV1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1353+STABILITY: POSITION/ELEVATION WELL
 DV1353_ROD/PIPE-DEPTH: 11   meters
 DV1353_SLEEVE-DEPTH  : 5.5 meters
 DV1353
 DV1353  HISTORY     - Date     Condition        Report By
 DV1353  HISTORY     - 1981     MONUMENTED       NGS
 DV1353
 DV1353                          STATION DESCRIPTION
 DV1353
 DV1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1353'22.1 KM (13.75 MI) NW FROM TONOPAH.
 DV1353'11.O KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1353'AT TONOPAH, THENCE 11.1 KM (6.9 MI) NORTHWEST ALONG SALOME ROAD, AT
 DV1353'THE NORTHEAST CORNER OF THE JUNCTION OF INTERSTATE HIGHWAY 10 WEST
 DV1353'BOUND TRAFFIC OFF RAMP, 23.4 METERS (77 FT) EAST OF THE CENTERLINE
 DV1353'OF SALOME ROAD AND THE CENTER OF A CATTLE GUARD, 22 METERS (72 FT)
 DV1353'NORTH OF THE CENTERLINE OF THE OFF RAMP AND THE CENTER OF A CATTLE
 DV1353'GUARD, 32.3 METERS (106 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD,
 DV1353'1.7 METERS (5.6 FT) NORTHWEST OF A T FENCE CORNER POST, 1.15 METERS
 DV1353'(3.8 FT) NORTH OF THE NORTH RIGHT OF WAY FENCE.
 DV1353'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DV1353'THE MARK IS 1.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1381 ***********************************************************************
 DV1381  DESIGNATION -  S 477
 DV1381  PID         -  DV1381
 DV1381  STATE/COUNTY-  AZ/LA PAZ
 DV1381  USGS QUAD   -  SALOME (1990)
 DV1381
 DV1381                         *CURRENT SURVEY CONTROL
 DV1381  ___________________________________________________________________
 DV1381* NAD 83(1986)-  33 46 07.     (N)    113 35 00.     (W)     SCALED    
 DV1381* NAVD 88     -       546.013  (meters)    1791.38   (feet)  ADJUSTED  
 DV1381  ___________________________________________________________________
 DV1381  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV1381  DYNAMIC HT  -         545.374 (meters)    1789.28  (feet)  COMP
 DV1381  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 DV1381
 DV1381  VERT ORDER  -  FIRST     CLASS II
 DV1381
 DV1381.The horizontal coordinates were scaled from a topographic map and have
 DV1381.an estimated accuracy of +/- 6 seconds.
 DV1381
 DV1381.The orthometric height was determined by differential leveling
 DV1381.and adjusted in June 1991.
 DV1381
 DV1381.The geoid height was determined by GEOID03.
 DV1381
 DV1381.The dynamic height is computed by dividing the NAVD 88
 DV1381.geopotential number by the normal gravity value computed on the
 DV1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1381.degrees latitude (g = 980.6199 gals.).
 DV1381
 DV1381.The modeled gravity was interpolated from observed gravity values.
 DV1381
 DV1381;                    North         East    Units  Estimated Accuracy
 DV1381;SPC AZ W     -   307,010.      228,800.      MT  (+/- 180 meters Scaled)
 DV1381
 DV1381                          SUPERSEDED SURVEY CONTROL
 DV1381
 DV1381.No superseded survey control is available for this station.
 DV1381
 DV1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC607395(NAD 83)
 DV1381_MARKER: DB = BENCH MARK DISK
 DV1381_SETTING: 66 = SET IN ROCK OUTCROP
 DV1381_SP_SET: ROCK OUTCROP
 DV1381_STAMPING: S 477 1981
 DV1381_MARK LOGO: NGS   
 DV1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1381+STABILITY: POSITION/ELEVATION WELL
 DV1381
 DV1381  HISTORY     - Date     Condition        Report By
 DV1381  HISTORY     - 1981     MONUMENTED       NGS
 DV1381  HISTORY     - 19960321 GOOD             NGS
 DV1381
 DV1381                          STATION DESCRIPTION
 DV1381
 DV1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1381'3.5 KM (2.15 MI) SE FROM SALOME.
 DV1381'3.5 KM (2.15 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1381'HIGHWAY 60 AT SALOME, IN TOP OF AN OUTCROP IN A GRADED CUT AT THE
 DV1381'SOUTHWEST BASE OF A SLOPE, 119.2 METERS (391 FT) SOUTHEAST OF THE EAST
 DV1381'CORNER OF A 15 BY 25 FOOT CONCRETE WELL PAD ON THE NORTHWEST EDGE OF
 DV1381'CONTINNIAL WASH, 13.3 METERS (43.5 FT) NORTHEAST OF THE CENTERLINE OF
 DV1381'THE ROAD, 26.7 METERS (87.5 FT) EAST-NORTHEAST OF AND ACROSS THE ROAD
 DV1381'FROM A T JUNCTION POWER LINE POLE, 20.2 METERS (66.3 FT) SOUTHEAST
 DV1381'OF A GUY POLE WITH A GUY WIRE CROSSING THE ROAD TO THE T JUNCTION
 DV1381'POWER LINE POLE.
 DV1381'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 DV1381'THE MARK IS 0.6 M ABOVE THE ROAD.
 DV1381
 DV1381                          STATION RECOVERY (1996)
 DV1381
 DV1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PM)
 DV1381'IT IS RECOVERED.  NEEDS A WITNESS POST AND SIGN TO PROTECT THIS MARKER
 DV1381'DURING GRADING AND EXCAVATION WORK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1315 ***********************************************************************
 DW1315  DESIGNATION -  S 478
 DW1315  PID         -  DW1315
 DW1315  STATE/COUNTY-  AZ/LA PAZ
 DW1315  USGS QUAD   -  PLOMOSA PASS (1990)
 DW1315
 DW1315                         *CURRENT SURVEY CONTROL
 DW1315  ___________________________________________________________________
 DW1315* NAD 83(1986)-  33 39 47.     (N)    114 00 51.     (W)     SCALED    
 DW1315* NAVD 88     -       489.157  (meters)    1604.84   (feet)  ADJUSTED  
 DW1315  ___________________________________________________________________
 DW1315  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DW1315  DYNAMIC HT  -         488.591 (meters)    1602.99  (feet)  COMP
 DW1315  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 DW1315
 DW1315  VERT ORDER  -  FIRST     CLASS II
 DW1315
 DW1315.The horizontal coordinates were scaled from a topographic map and have
 DW1315.an estimated accuracy of +/- 6 seconds.
 DW1315
 DW1315.The orthometric height was determined by differential leveling
 DW1315.and adjusted in June 1991.
 DW1315
 DW1315.The geoid height was determined by GEOID03.
 DW1315
 DW1315.The dynamic height is computed by dividing the NAVD 88
 DW1315.geopotential number by the normal gravity value computed on the
 DW1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1315.degrees latitude (g = 980.6199 gals.).
 DW1315
 DW1315.The modeled gravity was interpolated from observed gravity values.
 DW1315
 DW1315;                    North         East    Units  Estimated Accuracy
 DW1315;SPC AZ W     -   295,330.      188,860.      MT  (+/- 180 meters Scaled)
 DW1315
 DW1315                          SUPERSEDED SURVEY CONTROL
 DW1315
 DW1315.No superseded survey control is available for this station.
 DW1315
 DW1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT768287(NAD 83)
 DW1315_MARKER: DB = BENCH MARK DISK
 DW1315_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1315_SP_SET: BRIDGE PIER
 DW1315_STAMPING: S 478 1981
 DW1315_MARK LOGO: NGS   
 DW1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1315+STABILITY: POSITION/ELEVATION WELL
 DW1315
 DW1315  HISTORY     - Date     Condition        Report By
 DW1315  HISTORY     - 1981     MONUMENTED       NGS
 DW1315
 DW1315                          STATION DESCRIPTION
 DW1315
 DW1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1315'20.1 KM (12.5 MI) EAST FROM QUARTZSITE.
 DW1315'20.1 KM (12.5 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1315'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.3 KM (0.2 MI) EAST OF HIGHWAY
 DW1315'MILEPOST 31, SET VERTIACLLY IN THE NORTH FACE OF THE WEST ONE OF TWO
 DW1315'SOUTH PIERS FOR THE U.S. HIGHWAY 60 OVERPASS, 12.0 METERS (39.5 FT)
 DW1315'NORTH OF THE CENTERLINE OF THE EAST-BOUND LANES, 1.5 METERS (5.0 FT)
 DW1315'ABOVE THE GROUND.
 DW1315'THE MARK IS 0.7 M ABOVE THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1474 ***********************************************************************
 DV1474  DESIGNATION -  S 479
 DV1474  PID         -  DV1474
 DV1474  STATE/COUNTY-  AZ/LA PAZ
 DV1474  USGS QUAD   -  SALOME (1990)
 DV1474
 DV1474                         *CURRENT SURVEY CONTROL
 DV1474  ___________________________________________________________________
 DV1474* NAD 83(1986)-  33 47 54.     (N)    113 35 03.     (W)     SCALED    
 DV1474* NAVD 88     -       567.675  (meters)    1862.45   (feet)  ADJUSTED  
 DV1474  ___________________________________________________________________
 DV1474  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DV1474  DYNAMIC HT  -         567.008 (meters)    1860.26  (feet)  COMP
 DV1474  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 DV1474
 DV1474  VERT ORDER  -  FIRST     CLASS II
 DV1474
 DV1474.The horizontal coordinates were scaled from a topographic map and have
 DV1474.an estimated accuracy of +/- 6 seconds.
 DV1474
 DV1474.The orthometric height was determined by differential leveling
 DV1474.and adjusted in June 1991.
 DV1474
 DV1474.The geoid height was determined by GEOID03.
 DV1474
 DV1474.The dynamic height is computed by dividing the NAVD 88
 DV1474.geopotential number by the normal gravity value computed on the
 DV1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1474.degrees latitude (g = 980.6199 gals.).
 DV1474
 DV1474.The modeled gravity was interpolated from observed gravity values.
 DV1474
 DV1474;                    North         East    Units  Estimated Accuracy
 DV1474;SPC AZ W     -   310,310.      228,720.      MT  (+/- 180 meters Scaled)
 DV1474
 DV1474                          SUPERSEDED SURVEY CONTROL
 DV1474
 DV1474.No superseded survey control is available for this station.
 DV1474
 DV1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC607427(NAD 83)
 DV1474_MARKER: I = METAL ROD
 DV1474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1474_SP_SET: STAINLESS STEEL ROD
 DV1474_STAMPING: S 479 1981
 DV1474_MARK LOGO: NGS   
 DV1474_PROJECTION: FLUSH
 DV1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1474_ROD/PIPE-DEPTH: 7.5  meters
 DV1474
 DV1474  HISTORY     - Date     Condition        Report By
 DV1474  HISTORY     - 1981     MONUMENTED       NGS
 DV1474
 DV1474                          STATION DESCRIPTION
 DV1474
 DV1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1474'3.0 KM (2.1 MI) NE FROM SALOME.
 DV1474'3.0 KM (2.1 MI) NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE T JUNCTION OF
 DV1474'SALOME ROAD IN SALOME, 0.7 KM (0.45 MI) SOUTHWEST OF HIGHWAY MILEPOST
 DV1474'59, 0.2 KM (0.1 MI) NORTHEAST OF ATCHISON, TOPEKA AND SANTA FE
 DV1474'RAILROAD MILEPOST 48, 29.9 METERS (98.0 FT) SOUTHEAST OF THE
 DV1474'CENTERLINE OF THE HIGHWAY, 6.7 METERS (22.0 FT) WEST OF THE CENTERLINE
 DV1474'OF A DIRT ROAD LEADING SOUTH, 3.0 METERS (10.0 FT) SOUTHWEST OF THE
 DV1474'SOUTHWEST GATE POST, 1.4 METERS (4.6 FT) SOUTHWEST OF THE SECOND POWER
 DV1474'POLE IN A SPUR LINE TO AN IRRIGATION PUMP, 0.7 METERS (2.3 FT)
 DV1474'NORTHWEST OF A BARBED WIRE RIGHT-OF-WAY FENCE.
 DV1474'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 DV1474'THE MARK IS 0.6 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0251 ***********************************************************************
 FP0251  DESIGNATION -  S 48
 FP0251  PID         -  FP0251
 FP0251  STATE/COUNTY-  AZ/APACHE
 FP0251  USGS QUAD   -  HIGH LONESOME WELL (1971)
 FP0251
 FP0251                         *CURRENT SURVEY CONTROL
 FP0251  ___________________________________________________________________
 FP0251* NAD 83(1986)-  35 00 59.     (N)    109 03 08.     (W)     SCALED    
 FP0251* NAVD 88     -      1944.729  (meters)    6380.33   (feet)  ADJUSTED  
 FP0251  ___________________________________________________________________
 FP0251  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 FP0251  DYNAMIC HT  -        1941.912 (meters)    6371.09  (feet)  COMP
 FP0251  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 FP0251
 FP0251  VERT ORDER  -  SECOND    CLASS 0
 FP0251
 FP0251.The horizontal coordinates were scaled from a topographic map and have
 FP0251.an estimated accuracy of +/- 6 seconds.
 FP0251
 FP0251.The orthometric height was determined by differential leveling
 FP0251.and adjusted in June 1991.
 FP0251
 FP0251.The geoid height was determined by GEOID03.
 FP0251
 FP0251.The dynamic height is computed by dividing the NAVD 88
 FP0251.geopotential number by the normal gravity value computed on the
 FP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0251.degrees latitude (g = 980.6199 gals.).
 FP0251
 FP0251.The modeled gravity was interpolated from observed gravity values.
 FP0251
 FP0251;                    North         East    Units  Estimated Accuracy
 FP0251;SPC AZ E     -   445,960.      315,070.      MT  (+/- 180 meters Scaled)
 FP0251
 FP0251                          SUPERSEDED SURVEY CONTROL
 FP0251
 FP0251  NGVD 29 (??/??/92) 1943.777  (m)         6377.21   (f) ADJ UNCH    2 0
 FP0251
 FP0251.Superseded values are not recommended for survey control.
 FP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0251.See file dsdata.txt to determine how the superseded data were derived.
 FP0251
 FP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD777765(NAD 83)
 FP0251_MARKER: DB = BENCH MARK DISK
 FP0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0251_STAMPING: S 48 1943
 FP0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0251+STABILITY: SURFACE MOTION
 FP0251
 FP0251  HISTORY     - Date     Condition        Report By
 FP0251  HISTORY     - 1943     MONUMENTED       CGS
 FP0251  HISTORY     - 1970     MARK NOT FOUND   USGS
 FP0251
 FP0251                          STATION DESCRIPTION
 FP0251
 FP0251'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FP0251'12.8 MI SW FROM ZUNI.
 FP0251'IN APACHE COUNTY, ARIZONA, 12.8 MILES SOUTHWEST ALONG NEW MEXICO STATE
 FP0251'HIGHWAY 53 AND ARIZONA STATE HIGHWAY 61 FROM ZUNI, MCKINLEY COUNTY,
 FP0251'NEW MEXICO, 1.0 MILE SOUTH OF A U.S. AIR BEACON, 0.5 MILES SOUTHWEST
 FP0251'OF THE ARIZON-NEW MEXICO STATE LINE, 90 YARDS SOUTH OF A ROW OF POLES,
 FP0251'AND 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 FP0251'STAMPED S 48 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0762 ***********************************************************************
 ET0762  DESIGNATION -  S 480
 ET0762  PID         -  ET0762
 ET0762  STATE/COUNTY-  AZ/LA PAZ
 ET0762  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0762
 ET0762                         *CURRENT SURVEY CONTROL
 ET0762  ___________________________________________________________________
 ET0762* NAD 83(1986)-  34 09 33.     (N)    113 29 54.     (W)     SCALED    
 ET0762* NAVD 88     -       574.695  (meters)    1885.48   (feet)  ADJUSTED  
 ET0762  ___________________________________________________________________
 ET0762  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ET0762  DYNAMIC HT  -         574.039 (meters)    1883.33  (feet)  COMP
 ET0762  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 ET0762
 ET0762  VERT ORDER  -  FIRST     CLASS II
 ET0762
 ET0762.The horizontal coordinates were scaled from a topographic map and have
 ET0762.an estimated accuracy of +/- 6 seconds.
 ET0762
 ET0762.The orthometric height was determined by differential leveling
 ET0762.and adjusted in June 1991.
 ET0762
 ET0762.The geoid height was determined by GEOID03.
 ET0762
 ET0762.The dynamic height is computed by dividing the NAVD 88
 ET0762.geopotential number by the normal gravity value computed on the
 ET0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0762.degrees latitude (g = 980.6199 gals.).
 ET0762
 ET0762.The modeled gravity was interpolated from observed gravity values.
 ET0762
 ET0762;                    North         East    Units  Estimated Accuracy
 ET0762;SPC AZ W     -   350,350.      236,570.      MT  (+/- 180 meters Scaled)
 ET0762
 ET0762                          SUPERSEDED SURVEY CONTROL
 ET0762
 ET0762.No superseded survey control is available for this station.
 ET0762
 ET0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC696826(NAD 83)
 ET0762_MARKER: DB = BENCH MARK DISK
 ET0762_SETTING: 66 = SET IN ROCK OUTCROP
 ET0762_SP_SET: ROCK OUTCROP
 ET0762_STAMPING: S 480 1981
 ET0762_MARK LOGO: NGS   
 ET0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0762+STABILITY: POSITION/ELEVATION WELL
 ET0762
 ET0762  HISTORY     - Date     Condition        Report By
 ET0762  HISTORY     - 1981     MONUMENTED       NGS
 ET0762  HISTORY     - 19990306 GOOD             USPSQD
 ET0762  HISTORY     - 20081016 GOOD             GEOCAC
 ET0762
 ET0762                          STATION DESCRIPTION
 ET0762
 ET0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0762'17.9 KM (11.15 MI) SE FROM ALAMO LAKE.
 ET0762'17.9 KM (11.15 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0762'SOUTHEAST END OF ALAMO DAM, 0.8 KM (0.5 MI) NORTHEAST OF THE T
 ET0762'JUNCTION OF AN OLD PAVED ROAD LEADING SOUTHEAST, AT THE CENTER OF THE
 ET0762'EAST EDGE OF A CURVE IN A DRY WASH, SET IN THE NORTH END OF A SMALL
 ET0762'RIDGE OF OUTCROP PROJECTING 4 FEET, 58.5 METERS (192 FT) NORTHWEST OF
 ET0762'THE CENTERLINE OF THE ROAD, 56.4 METERS (185 FT) WEST OF THE WEST END
 ET0762'OF A 36-INCH CORRUGATED PIPE CULVERT FOR A DRY WASH UNDER THE ROAD,
 ET0762'8.0 METERS (26.3 FT) EAST OF THE CENTERLINE OF THE WASH.
 ET0762'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 ET0762'THE MARK IS 0.6 M BELOW HIGH POINT OF OUTCROP.
 ET0762
 ET0762                          STATION RECOVERY (1999)
 ET0762
 ET0762'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0762'RECOVERED IN GOOD CONDITION.
 ET0762
 ET0762                          STATION RECOVERY (2008)
 ET0762
 ET0762'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0762'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0762' 
 ET0762'N 34 09.557'  W 113 29.892'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0806 ***********************************************************************
 ET0806  DESIGNATION -  S 481
 ET0806  PID         -  ET0806
 ET0806  STATE/COUNTY-  AZ/MOHAVE
 ET0806  USGS QUAD   -  GROOM SPRING (1967)
 ET0806
 ET0806                         *CURRENT SURVEY CONTROL
 ET0806  ___________________________________________________________________
 ET0806* NAD 83(1986)-  34 30 02.     (N)    113 44 10.     (W)     SCALED    
 ET0806* NAVD 88     -       750.111  (meters)    2460.99   (feet)  ADJUSTED  
 ET0806  ___________________________________________________________________
 ET0806  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 ET0806  DYNAMIC HT  -         749.235 (meters)    2458.12  (feet)  COMP
 ET0806  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 ET0806  OBS GRAVITY -     979,440.7   (mgal)                       GRAV_OBS
 ET0806
 ET0806  VERT ORDER  -  FIRST     CLASS II
 ET0806
 ET0806.The horizontal coordinates were scaled from a topographic map and have
 ET0806.an estimated accuracy of +/- 6 seconds.
 ET0806
 ET0806.The orthometric height was determined by differential leveling
 ET0806.and adjusted in June 1991.
 ET0806
 ET0806.The geoid height was determined by GEOID03.
 ET0806
 ET0806.The dynamic height is computed by dividing the NAVD 88
 ET0806.geopotential number by the normal gravity value computed on the
 ET0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0806.degrees latitude (g = 980.6199 gals.).
 ET0806
 ET0806.The modeled gravity was interpolated from observed gravity values.
 ET0806.The observed gravity was obtained from relative gravimeter ties
 ET0806.to the IGSN71 gravity network.
 ET0806
 ET0806;                    North         East    Units  Estimated Accuracy
 ET0806;SPC AZ W     -   388,190.      214,640.      MT  (+/- 180 meters Scaled)
 ET0806
 ET0806                          SUPERSEDED SURVEY CONTROL
 ET0806
 ET0806.No superseded survey control is available for this station.
 ET0806
 ET0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD487210(NAD 83)
 ET0806_MARKER: I = METAL ROD
 ET0806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0806_SP_SET: STAINLESS STEEL ROD
 ET0806_STAMPING: S 481 1981
 ET0806_MARK LOGO: NGS   
 ET0806_PROJECTION: FLUSH
 ET0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0806_ROD/PIPE-DEPTH: 3.9  meters
 ET0806
 ET0806  HISTORY     - Date     Condition        Report By
 ET0806  HISTORY     - 1981     MONUMENTED       NGS
 ET0806
 ET0806                          STATION DESCRIPTION
 ET0806
 ET0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0806'58.5 KM (36.35 MI) SE FROM YUCCA.
 ET0806'58.5 KM (36.35 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0806'INTERSTATE HIGHWAY 40 IN YUCCA, 1.4 KM (0.9 MI) NORTH OF A CATTLE
 ET0806'GUARD AND JUNCTION OF A DIRT ROAD LEADING WEST TO MISERY WELL, 0.85 KM
 ET0806'(0.55 MI) SOUTH OF A NATURAL GAS PIPELINE CROSSING, SET ON A FLAT AT
 ET0806'THE SOUTH END OF A ROAD CURVE, 17.1 METERS (56.0 FT) EAST OF THE
 ET0806'CENTERLINE OF THE ROAD.
 ET0806'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 ET0806'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0785 ***********************************************************************
 ET0785  DESIGNATION -  S 482
 ET0785  PID         -  ET0785
 ET0785  STATE/COUNTY-  AZ/MOHAVE
 ET0785  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0785
 ET0785                         *CURRENT SURVEY CONTROL
 ET0785  ___________________________________________________________________
 ET0785* NAD 83(1986)-  34 16 04.     (N)    113 35 52.     (W)     SCALED    
 ET0785* NAVD 88     -       365.752  (meters)    1199.97   (feet)  ADJUSTED  
 ET0785  ___________________________________________________________________
 ET0785  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0785  DYNAMIC HT  -         365.347 (meters)    1198.64  (feet)  COMP
 ET0785  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 ET0785
 ET0785  VERT ORDER  -  FIRST     CLASS II
 ET0785
 ET0785.The horizontal coordinates were scaled from a topographic map and have
 ET0785.an estimated accuracy of +/- 6 seconds.
 ET0785
 ET0785.The orthometric height was determined by differential leveling
 ET0785.and adjusted in June 1991.
 ET0785
 ET0785.The geoid height was determined by GEOID03.
 ET0785
 ET0785.The dynamic height is computed by dividing the NAVD 88
 ET0785.geopotential number by the normal gravity value computed on the
 ET0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0785.degrees latitude (g = 980.6199 gals.).
 ET0785
 ET0785.The modeled gravity was interpolated from observed gravity values.
 ET0785
 ET0785;                    North         East    Units  Estimated Accuracy
 ET0785;SPC AZ W     -   362,380.      227,380.      MT  (+/- 180 meters Scaled)
 ET0785
 ET0785                          SUPERSEDED SURVEY CONTROL
 ET0785
 ET0785.No superseded survey control is available for this station.
 ET0785
 ET0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC608949(NAD 83)
 ET0785_MARKER: I = METAL ROD
 ET0785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0785_SP_SET: STAINLESS STEEL ROD
 ET0785_STAMPING: S 482 1981
 ET0785_MARK LOGO: NGS   
 ET0785_PROJECTION: FLUSH
 ET0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0785_ROD/PIPE-DEPTH: 3.45 meters
 ET0785
 ET0785  HISTORY     - Date     Condition        Report By
 ET0785  HISTORY     - 1981     MONUMENTED       NGS
 ET0785
 ET0785                          STATION DESCRIPTION
 ET0785
 ET0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0785'92.4 KM (57.45 MI) SE FROM YUCCA.
 ET0785'89.0 KM (55.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0785'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 3.4 KM (2.15 MI) SOUTHEAST
 ET0785'ALONG A BLADED ROAD LEADING TO ALAMO LAKE, ALSO 5.2 KM (3.25 MI) NORTH
 ET0785'OF THE SOUTHEAST END OF ALAMO DAM, AT THE SOUTHEAST END OF A ROAD
 ET0785'CURVE, AT THE NORTHWEST END OF A GROUP OF MESQUITE TREES, AT A LARGE
 ET0785'DRY WASH CROSSING, 6.1 METERS (20.0 FT) SOUTHWEST OF THE CENTERLINE OF
 ET0785'THE ROAD, 3.8 METERS (12.5 FT) NORTHWEST OF A SPLIT-TRUNKED MESQUITE
 ET0785'TREE.
 ET0785'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 ET0785'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0893 ***********************************************************************
 FS0893  DESIGNATION -  S 484
 FS0893  PID         -  FS0893
 FS0893  STATE/COUNTY-  AZ/MOHAVE
 FS0893  USGS QUAD   -  KINGMAN SW (1983)
 FS0893
 FS0893                         *CURRENT SURVEY CONTROL
 FS0893  ___________________________________________________________________
 FS0893* NAD 83(1986)-  35 02 00.     (N)    114 07 51.     (W)     SCALED    
 FS0893* NAVD 88     -       751.458  (meters)    2465.41   (feet)  ADJUSTED  
 FS0893  ___________________________________________________________________
 FS0893  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FS0893  DYNAMIC HT  -         750.602 (meters)    2462.60  (feet)  COMP
 FS0893  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 FS0893  OBS GRAVITY -     979,466.9   (mgal)                       GRAV_OBS
 FS0893
 FS0893  VERT ORDER  -  FIRST     CLASS II
 FS0893
 FS0893.The horizontal coordinates were scaled from a topographic map and have
 FS0893.an estimated accuracy of +/- 6 seconds.
 FS0893
 FS0893.The orthometric height was determined by differential leveling
 FS0893.and adjusted in June 1991.
 FS0893
 FS0893.The geoid height was determined by GEOID03.
 FS0893
 FS0893.The dynamic height is computed by dividing the NAVD 88
 FS0893.geopotential number by the normal gravity value computed on the
 FS0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0893.degrees latitude (g = 980.6199 gals.).
 FS0893
 FS0893.The modeled gravity was interpolated from observed gravity values.
 FS0893.The observed gravity was obtained from relative gravimeter ties
 FS0893.to the IGSN71 gravity network.
 FS0893
 FS0893;                    North         East    Units  Estimated Accuracy
 FS0893;SPC AZ W     -   447,350.      178,610.      MT  (+/- 180 meters Scaled)
 FS0893
 FS0893                          SUPERSEDED SURVEY CONTROL
 FS0893
 FS0893.No superseded survey control is available for this station.
 FS0893
 FS0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU617805(NAD 83)
 FS0893_MARKER: DB = BENCH MARK DISK
 FS0893_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FS0893_SP_SET: ABUTMENT
 FS0893_STAMPING: S 484 1981
 FS0893_MARK LOGO: NGS   
 FS0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0893+STABILITY: POSITION/ELEVATION WELL
 FS0893
 FS0893  HISTORY     - Date     Condition        Report By
 FS0893  HISTORY     - 1981     MONUMENTED       NGS
 FS0893
 FS0893                          STATION DESCRIPTION
 FS0893
 FS0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0893'19.7 KM (12.25 MI) NE FROM YUCCA.
 FS0893'19.7 KM (12.25 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 FS0893'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, 20.0 KM (12.4 MI)
 FS0893'SOUTHWEST OF KINGMAN, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT
 FS0893'OF GRIFFITH ROAD OVEROASS, 4.3 METERS (14 FT) SOUTH OF THE CENTERLINE
 FS0893'OF THE ROAD, 3.1 METERS (10.2 FT) EAST OF THE WEST END OF THE CURBING.
 FS0893'THE MARK IS 0.15 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0691 ***********************************************************************
 FR0691  DESIGNATION -  S 485
 FR0691  PID         -  FR0691
 FR0691  STATE/COUNTY-  AZ/MOHAVE
 FR0691  USGS QUAD   -  PEACOCK PEAK (1980)
 FR0691
 FR0691                         *CURRENT SURVEY CONTROL
 FR0691  ___________________________________________________________________
 FR0691* NAD 83(2007)-  35 21 38.64561(N)    113 52 11.78035(W)     ADJUSTED  
 FR0691* NAVD 88     -      1020.970  (meters)    3349.63   (feet)  ADJUSTED  
 FR0691  ___________________________________________________________________
 FR0691  EPOCH DATE  -        2007.00
 FR0691  X           -  -2,107,551.151 (meters)                     COMP
 FR0691  Y           -  -4,762,704.152 (meters)                     COMP
 FR0691  Z           -   3,671,152.747 (meters)                     COMP
 FR0691  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 FR0691  ELLIP HEIGHT-         993.160 (meters)          (02/10/07) ADJUSTED
 FR0691  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FR0691  DYNAMIC HT  -        1019.772 (meters)    3345.70  (feet)  COMP
 FR0691
 FR0691  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0691  Type    PID    Designation                      North   East  Ellip
 FR0691  -------------------------------------------------------------------
 FR0691  NETWORK FR0691 S 485                             0.41   0.31   0.82
 FR0691  -------------------------------------------------------------------
 FR0691  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 FR0691
 FR0691  VERT ORDER  -  FIRST     CLASS II
 FR0691
 FR0691.The horizontal coordinates were established by GPS observations
 FR0691.and adjusted by the National Geodetic Survey in February 2007.
 FR0691
 FR0691.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0691.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0691.The horizontal coordinates are valid at the epoch date displayed above.
 FR0691.The epoch date for horizontal control is a decimal equivalence
 FR0691.of Year/Month/Day.
 FR0691
 FR0691.The orthometric height was determined by differential leveling
 FR0691.and adjusted in June 1991.
 FR0691
 FR0691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0691
 FR0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0691
 FR0691.The ellipsoidal height was determined by GPS observations
 FR0691.and is referenced to NAD 83.
 FR0691
 FR0691.The geoid height was determined by GEOID03.
 FR0691
 FR0691.The dynamic height is computed by dividing the NAVD 88
 FR0691.geopotential number by the normal gravity value computed on the
 FR0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0691.degrees latitude (g = 980.6199 gals.).
 FR0691
 FR0691.The modeled gravity was interpolated from observed gravity values.
 FR0691
 FR0691;                    North         East     Units Scale Factor Converg.
 FR0691;SPC AZ W     -   483,614.267   202,459.982   MT  0.99993480   -0 04 09.9
 FR0691;SPC AZ W     - 1,586,660.98    664,238.79   iFT  0.99993480   -0 04 09.9
 FR0691;UTM  12      - 3,916,829.840   239,231.549   MT  1.00043809   -1 39 42.6
 FR0691
 FR0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0691!SPC AZ W     -   0.99984414  x   0.99993480  =   0.99977895
 FR0691!UTM  12      -   0.99984414  x   1.00043809  =   1.00028216
 FR0691
 FR0691                          SUPERSEDED SURVEY CONTROL
 FR0691
 FR0691  NAD 83(1992)-  35 21 38.64527(N)    113 52 11.77973(W) AD(       ) B
 FR0691  ELLIP H (08/22/05)  993.163  (m)                       GP(       ) 3 1
 FR0691  NAVD 88 (08/22/05) 1020.97   (m)         3349.6    (f) LEVELING    3  
 FR0691
 FR0691.Superseded values are not recommended for survey control.
 FR0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0691.See file dsdata.txt to determine how the superseded data were derived.
 FR0691
 FR0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3923216830(NAD 83)
 FR0691_MARKER: I = METAL ROD
 FR0691_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FR0691_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FR0691_STAMPING: S 485 1981
 FR0691_MARK LOGO: NGS   
 FR0691_PROJECTION: FLUSH
 FR0691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0691+STABILITY: POSITION/ELEVATION WELL
 FR0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0691+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0691_ROD/PIPE-DEPTH: 13.3 meters
 FR0691_SLEEVE-DEPTH  : 9.1 meters
 FR0691
 FR0691  HISTORY     - Date     Condition        Report By
 FR0691  HISTORY     - 1981     MONUMENTED       NGS
 FR0691  HISTORY     - 20050401 GOOD             NGS
 FR0691
 FR0691                          STATION DESCRIPTION
 FR0691
 FR0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FR0691'26.6 KM (16.5 MI) NE FROM KINGMAN.
 FR0691'26.6 KM (16.5 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0691'FE RAILROAD FROM THE STATION AT KINGMAN, 0.16 KM (0.1 MILE) SOUTH OF A
 FR0691'SAND PIT, 72.4 METERS (234.0 FEET) NORTHWEST OF THE NORTHWEST RAIL,
 FR0691'32.5 METERS (103.0 FEET) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD,
 FR0691'24.1 METERS (79.5 FEET) NORTHEAST OF THE CENTERLINE OF A DIRT ROAD
 FR0691'LEADING NORTHWEST, 5.5 METERS (18.0 FEET) NORTHEAST OF A LONE MISQUITE
 FR0691'TREE, 12.8 METERS (42.0 FEET) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 FR0691'WASH.
 FR0691'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FR0691'THE MARK IS 2.0 M BELOW THE TRACK.
 FR0691
 FR0691                          STATION RECOVERY (2005)
 FR0691
 FR0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0691'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0693 ***********************************************************************
 FR0693  DESIGNATION -  S 486
 FR0693  PID         -  FR0693
 FR0693  STATE/COUNTY-  AZ/MOHAVE
 FR0693  USGS QUAD   -  ANTARES (1980)
 FR0693
 FR0693                         *CURRENT SURVEY CONTROL
 FR0693  ___________________________________________________________________
 FR0693* NAD 83(2007)-  35 24 57.58898(N)    113 48 42.98728(W)     ADJUSTED  
 FR0693* NAVD 88     -      1101.281  (meters)    3613.12   (feet)  ADJUSTED  
 FR0693  ___________________________________________________________________
 FR0693  EPOCH DATE  -        2007.00
 FR0693  X           -  -2,101,321.752 (meters)                     COMP
 FR0693  Y           -  -4,761,646.262 (meters)                     COMP
 FR0693  Z           -   3,676,198.667 (meters)                     COMP
 FR0693  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 FR0693  ELLIP HEIGHT-        1073.762 (meters)          (03/02/09) ADJUSTED
 FR0693  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FR0693  DYNAMIC HT  -        1099.977 (meters)    3608.84  (feet)  COMP
 FR0693  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FR0693
 FR0693  HORZ ORDER  -  A
 FR0693  VERT ORDER  -  FIRST     CLASS II
 FR0693  ELLP ORDER  -  FOURTH    CLASS I
 FR0693
 FR0693.The horizontal coordinates were established by GPS observations
 FR0693.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FR0693
 FR0693.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0693.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0693.The horizontal coordinates are valid at the epoch date displayed above.
 FR0693.The epoch date for horizontal control is a decimal equivalence
 FR0693.of Year/Month/Day.
 FR0693
 FR0693.The orthometric height was determined by differential leveling
 FR0693.and adjusted in June 1991.
 FR0693
 FR0693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0693
 FR0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0693
 FR0693.The ellipsoidal height was determined by GPS observations
 FR0693.and is referenced to NAD 83.
 FR0693
 FR0693.The geoid height was determined by GEOID03.
 FR0693
 FR0693.The dynamic height is computed by dividing the NAVD 88
 FR0693.geopotential number by the normal gravity value computed on the
 FR0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0693.degrees latitude (g = 980.6199 gals.).
 FR0693
 FR0693.The modeled gravity was interpolated from observed gravity values.
 FR0693
 FR0693;                    North         East     Units Scale Factor Converg.
 FR0693;SPC AZ W     -   489,740.215   207,734.669   MT  0.99993372   -0 02 09.2
 FR0693;SPC AZ W     - 1,606,759.24    681,544.19   iFT  0.99993372   -0 02 09.2
 FR0693;UTM  12      - 3,922,809.650   244,677.193   MT  1.00040344   -1 37 49.5
 FR0693
 FR0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0693!SPC AZ W     -   0.99983149  x   0.99993372  =   0.99976522
 FR0693!UTM  12      -   0.99983149  x   1.00040344  =   1.00023486
 FR0693
 FR0693                          SUPERSEDED SURVEY CONTROL
 FR0693
 FR0693  NAVD 88 (03/02/09) 1101.28   (m)         3613.1    (f) LEVELING    3  
 FR0693
 FR0693.Superseded values are not recommended for survey control.
 FR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0693.See file dsdata.txt to determine how the superseded data were derived.
 FR0693
 FR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4467722810(NAD 83)
 FR0693_MARKER: DV = VERTICAL CONTROL DISK
 FR0693_SETTING: 66 = SET IN ROCK OUTCROP
 FR0693_SP_SET: ROCK OUTCROP
 FR0693_STAMPING: S 486 1982
 FR0693_MARK LOGO: NGS   
 FR0693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0693+STABILITY: POSITION/ELEVATION WELL
 FR0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0693+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 FR0693
 FR0693  HISTORY     - Date     Condition        Report By
 FR0693  HISTORY     - 1982     MONUMENTED       NGS
 FR0693  HISTORY     - 20080619 GOOD             GEOANA
 FR0693
 FR0693                          STATION DESCRIPTION
 FR0693
 FR0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0693'35.1 KM (21.8 MI) NE FROM KINGMAN.
 FR0693'35.1 KM (21.8 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0693'FE RAILROAD FROM THE STATION AT KINGMAN, O.48 KM (0.3 MILE) SOUTHWEST
 FR0693'OF THE ANTARES MOTEL AND CAFE, AT MILE POST 495, IN TOP OF THE LOWER
 FR0693'PORTION OF A MASSIVE OUTCROP PROJECTING 2 FEET ABOVE THE GROUND WITH A
 FR0693'LARGE GRANIT BOULDER RESTING ON TOP, 50.2 METERS (165 FEET) NORTHEAST
 FR0693'OF BM F 124, 16.4 METERS (54.0 FEET) SOUTHEAST OF THE SOUTHEAST RAIL.
 FR0693'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0693'THE MARK IS ABOVE LEVEL WITH THE TRACK.
 FR0693
 FR0693                          STATION RECOVERY (2008)
 FR0693
 FR0693'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FR0693'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY BOB WARE
 FR0693'(CITY OF KINGMAN) FOLLOWS.
 FR0693' 
 FR0693'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND HIGHWAY 66 (EXIT
 FR0693'53), GO NORTHEASTERLY ON HIGHWAY 66 FOR 18.2 MI (29.3 KM) TO
 FR0693'INTERSECTION OF HIGHWAY 66 AND ANTARES ROAD AND A DIRT ROAD TO THE
 FR0693'SOUTHEAST.  GO SOUTHEAST ON A DIRT ROAD 0.1 MI (0.2 KM) TO NORTH SIDE
 FR0693'OF B.N.S.F. RAILROAD TRACKS.  TURN RIGHT AND GO WESTERLY ALONG NORTH
 FR0693'SIDE OF TRACKS TO RAILROAD MILE MARKER 495.  PARK AND PACK SOUTH
 FR0693'ACROSS TRACKS APPROXIMATELY 125 FT (38.1 M) TO STATION.
 FR0693' 
 FR0693'THE STATION IS A 3 INCH (8 CM) BRASS CAP SET IN BEDROCK APPROXIMATELY
 FR0693'130 FT (40 M) NORTH OF RIGHT-OF-WAY FENCE, 125 FT (38 M) SOUTHEAST OF
 FR0693'THE SOUTH MILE MARKER 495, 66 FT (20 M) SOUTH OF SOUTH RAIL OF TRACKS,
 FR0693'8 FT (2.4 M) WEST OF A LARGE GRANITE BOULDER, AND 1 FT (0.3 M)
 FR0693'SOUTHWEST OF SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0720 ***********************************************************************
 FR0720  DESIGNATION -  S 487
 FR0720  PID         -  FR0720
 FR0720  STATE/COUNTY-  AZ/MOHAVE
 FR0720  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0720
 FR0720                         *CURRENT SURVEY CONTROL
 FR0720  ___________________________________________________________________
 FR0720* NAD 83(1986)-  35 31 20.     (N)    113 26 54.     (W)     SCALED    
 FR0720* NAVD 88     -      1451.258  (meters)    4761.34   (feet)  ADJUSTED  
 FR0720  ___________________________________________________________________
 FR0720  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0720  DYNAMIC HT  -        1449.438 (meters)    4755.36  (feet)  COMP
 FR0720  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 FR0720
 FR0720  VERT ORDER  -  FIRST     CLASS II
 FR0720
 FR0720.The horizontal coordinates were scaled from a topographic map and have
 FR0720.an estimated accuracy of +/- 6 seconds.
 FR0720
 FR0720.The orthometric height was determined by differential leveling
 FR0720.and adjusted in June 1991.
 FR0720
 FR0720.The geoid height was determined by GEOID03.
 FR0720
 FR0720.The dynamic height is computed by dividing the NAVD 88
 FR0720.geopotential number by the normal gravity value computed on the
 FR0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0720.degrees latitude (g = 980.6199 gals.).
 FR0720
 FR0720.The modeled gravity was interpolated from observed gravity values.
 FR0720
 FR0720;                    North         East    Units  Estimated Accuracy
 FR0720;SPC AZ W     -   501,570.      240,720.      MT  (+/- 180 meters Scaled)
 FR0720
 FR0720                          SUPERSEDED SURVEY CONTROL
 FR0720
 FR0720.No superseded survey control is available for this station.
 FR0720
 FR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE779337(NAD 83)
 FR0720_MARKER: I = METAL ROD
 FR0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FR0720_SP_SET: STAINLESS STEEL ROD
 FR0720_STAMPING: S 487 1982
 FR0720_MARK LOGO: NGS   
 FR0720_PROJECTION: FLUSH
 FR0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0720_ROD/PIPE-DEPTH: 1    meters
 FR0720
 FR0720  HISTORY     - Date     Condition        Report By
 FR0720  HISTORY     - 1982     MONUMENTED       NGS
 FR0720
 FR0720                          STATION DESCRIPTION
 FR0720
 FR0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0720'2.1 KM (1.3 MI) SW FROM PEACH SPRINGS.
 FR0720'2.1 KM (1.3 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0720'AT PEACH SPRINGS, AT HIGHWAY MILEPOST 102, 30.4 METERS (100.0 FEET)
 FR0720'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 METER (1.0 FOOT) NORTH OF
 FR0720'A FENCE, 0.3 METER (1.0 FOOT) NORTH OF A POWER LINE BRACE POLE.
 FR0720'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0754 ***********************************************************************
 FR0754  DESIGNATION -  S 488
 FR0754  PID         -  FR0754
 FR0754  STATE/COUNTY-  AZ/YAVAPAI
 FR0754  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0754
 FR0754                         *CURRENT SURVEY CONTROL
 FR0754  ___________________________________________________________________
 FR0754* NAD 83(1986)-  35 18 10.     (N)    112 46 05.     (W)     SCALED    
 FR0754* NAVD 88     -      1716.228  (meters)    5630.66   (feet)  ADJUSTED  
 FR0754  ___________________________________________________________________
 FR0754  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FR0754  DYNAMIC HT  -        1713.928 (meters)    5623.11  (feet)  COMP
 FR0754  MODELED GRAV-     979,232.7   (mgal)                       NAVD 88
 FR0754
 FR0754  VERT ORDER  -  FIRST     CLASS II
 FR0754
 FR0754.The horizontal coordinates were scaled from a topographic map and have
 FR0754.an estimated accuracy of +/- 6 seconds.
 FR0754
 FR0754.The orthometric height was determined by differential leveling
 FR0754.and adjusted in June 1991.
 FR0754
 FR0754.The geoid height was determined by GEOID03.
 FR0754
 FR0754.The dynamic height is computed by dividing the NAVD 88
 FR0754.geopotential number by the normal gravity value computed on the
 FR0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0754.degrees latitude (g = 980.6199 gals.).
 FR0754
 FR0754.The modeled gravity was interpolated from observed gravity values.
 FR0754
 FR0754;                    North         East    Units  Estimated Accuracy
 FR0754;SPC AZ C     -   477,490.      135,930.      MT  (+/- 180 meters Scaled)
 FR0754
 FR0754                          SUPERSEDED SURVEY CONTROL
 FR0754
 FR0754.No superseded survey control is available for this station.
 FR0754
 FR0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE392080(NAD 83)
 FR0754_MARKER: DB = BENCH MARK DISK
 FR0754_SETTING: 66 = SET IN ROCK OUTCROP
 FR0754_SP_SET: ROCK OUTCROP
 FR0754_STAMPING: S 488 1982
 FR0754_MARK LOGO: NGS   
 FR0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0754+STABILITY: POSITION/ELEVATION WELL
 FR0754
 FR0754  HISTORY     - Date     Condition        Report By
 FR0754  HISTORY     - 1982     MONUMENTED       NGS
 FR0754
 FR0754                          STATION DESCRIPTION
 FR0754
 FR0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0754'10.3 KM (6.4 MI) EAST FROM SELIGMAN.
 FR0754'10.3 KM (6.4 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0754'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF A MASSIVE
 FR0754'VOLCANIC OUTCROP PROJECTING 6-INCHES ABOVE THE GROUND, ON A STEEP
 FR0754'HIGHWAY GRADE AT THE EAST END OF A DEEP FILL, 30.4 METERS (100 FT)
 FR0754'NORTH OF A FENCE, 13.7 METERS (45 FT) SOUTH OF THE CENTERLINE OF THE
 FR0754'HIGHWAY, 19.5 METERS (64 FT) EAST OF A 18-INCH JUNIPER TREE.
 FR0754'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FR0754'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0780 ***********************************************************************
 FR0780  DESIGNATION -  S 489
 FR0780  PID         -  FR0780
 FR0780  STATE/COUNTY-  AZ/COCONINO
 FR0780  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0780
 FR0780                         *CURRENT SURVEY CONTROL
 FR0780  ___________________________________________________________________
 FR0780* NAD 83(1986)-  35 14 36.     (N)    112 11 03.     (W)     SCALED    
 FR0780* NAVD 88     -      2096.854  (meters)    6879.43   (feet)  ADJUSTED  
 FR0780  ___________________________________________________________________
 FR0780  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0780  DYNAMIC HT  -        2093.912 (meters)    6869.78  (feet)  COMP
 FR0780  MODELED GRAV-     979,155.2   (mgal)                       NAVD 88
 FR0780
 FR0780  VERT ORDER  -  FIRST     CLASS II
 FR0780
 FR0780.The horizontal coordinates were scaled from a topographic map and have
 FR0780.an estimated accuracy of +/- 6 seconds.
 FR0780
 FR0780.The orthometric height was determined by differential leveling
 FR0780.and adjusted in June 1991.
 FR0780
 FR0780.The geoid height was determined by GEOID03.
 FR0780
 FR0780.The dynamic height is computed by dividing the NAVD 88
 FR0780.geopotential number by the normal gravity value computed on the
 FR0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0780.degrees latitude (g = 980.6199 gals.).
 FR0780
 FR0780.The modeled gravity was interpolated from observed gravity values.
 FR0780
 FR0780;                    North         East    Units  Estimated Accuracy
 FR0780;SPC AZ C     -   470,600.      189,020.      MT  (+/- 180 meters Scaled)
 FR0780
 FR0780                          SUPERSEDED SURVEY CONTROL
 FR0780
 FR0780.No superseded survey control is available for this station.
 FR0780
 FR0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE922006(NAD 83)
 FR0780_MARKER: DB = BENCH MARK DISK
 FR0780_SETTING: 66 = SET IN ROCK OUTCROP
 FR0780_SP_SET: ROCK OUTCROP
 FR0780_STAMPING: S 489 1982
 FR0780_MARK LOGO: NGS   
 FR0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0780+STABILITY: POSITION/ELEVATION WELL
 FR0780
 FR0780  HISTORY     - Date     Condition        Report By
 FR0780  HISTORY     - 1982     MONUMENTED       NGS
 FR0780
 FR0780                          STATION DESCRIPTION
 FR0780
 FR0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0780'1.3 KM (0.75 MI) SE FROM WILLIAMS.
 FR0780'1.3 KM (0.75 MI) SOUTHEAST ALONG 4-TH STREET (PERKNSVILLE ROAD) FROM
 FR0780'THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD STATION IN WILLIAMS, AT
 FR0780'THE NORTHEAST END OF THE SANTA FE RESERVIOR STONE AND CONCRETE DAM, IN
 FR0780'TOP OF A MASSIVE OUTCROP PROJECTING 6 FEET ABOVE HIGH WATER LEVEL AND
 FR0780'3 FEET ABOVE THE TOP OF THE DAM, 12.1 METERS (40 FT) SOUTHWEST OF THE
 FR0780'CENTERLINE OF PERKNSVILLE ROAD, 1.8 METERS (6 FT) EAST OF THE NORTH
 FR0780'EAST END OF THE DAM.
 FR0780'THE MARK IS 3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0056 ***********************************************************************
 GP0056  DESIGNATION -  S 49
 GP0056  PID         -  GP0056
 GP0056  STATE/COUNTY-  AZ/COCONINO
 GP0056  USGS QUAD   -  COW SPRINGS (1970)
 GP0056
 GP0056                         *CURRENT SURVEY CONTROL
 GP0056  ___________________________________________________________________
 GP0056* NAD 83(1986)-  36 24 46.     (N)    110 50 42.     (W)     SCALED    
 GP0056* NAVD 88     -      1744.369  (meters)    5722.98   (feet)  ADJUSTED  
 GP0056  ___________________________________________________________________
 GP0056  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 GP0056  DYNAMIC HT  -        1742.191 (meters)    5715.84  (feet)  COMP
 GP0056  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 GP0056
 GP0056  VERT ORDER  -  FIRST     CLASS II
 GP0056
 GP0056.The horizontal coordinates were scaled from a topographic map and have
 GP0056.an estimated accuracy of +/- 6 seconds.
 GP0056
 GP0056.The orthometric height was determined by differential leveling
 GP0056.and adjusted in June 1991.
 GP0056
 GP0056.The geoid height was determined by GEOID03.
 GP0056
 GP0056.The dynamic height is computed by dividing the NAVD 88
 GP0056.geopotential number by the normal gravity value computed on the
 GP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0056.degrees latitude (g = 980.6199 gals.).
 GP0056
 GP0056.The modeled gravity was interpolated from observed gravity values.
 GP0056
 GP0056;                    North         East    Units  Estimated Accuracy
 GP0056;SPC AZ C     -   600,850.      309,470.      MT  (+/- 180 meters Scaled)
 GP0056
 GP0056                          SUPERSEDED SURVEY CONTROL
 GP0056
 GP0056  NGVD 29 (??/??/92) 1743.402  (m)         5719.81   (f) ADJ UNCH    1 2
 GP0056
 GP0056.Superseded values are not recommended for survey control.
 GP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0056.See file dsdata.txt to determine how the superseded data were derived.
 GP0056
 GP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF138297(NAD 83)
 GP0056_MARKER: DB = BENCH MARK DISK
 GP0056_SETTING: 66 = SET IN ROCK OUTCROP
 GP0056_SP_SET: SANDSTONE OUTCROP
 GP0056_STAMPING: S 49 1934
 GP0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0056+STABILITY: POSITION/ELEVATION WELL
 GP0056
 GP0056  HISTORY     - Date     Condition        Report By
 GP0056  HISTORY     - 1934     MONUMENTED       CGS
 GP0056  HISTORY     - 1970     GOOD             USGS
 GP0056  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0056
 GP0056                          STATION DESCRIPTION
 GP0056
 GP0056'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0056'8.3 MI NE FROM TONALEA.
 GP0056'8.2 MILES NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO COUNTY,
 GP0056'1.6 MILE SOUTHWEST OF COW SPRINGS TRADING POST (LOCATED ON HWY) ALONG
 GP0056'U.S. HWY 164, THENCE NORTHWEST ON DIRT ROAD 0.3 MILE, THENCE NORTHEAST
 GP0056'ON A USED SEGMONT OF THE OLD TUBA CITY-KAYENTA DIRT ROAD 0.5 MILE TO A
 GP0056'BUILDING (NOW A RESIDENCE) THAT FORMERLY WAS THE COW SPRINGS
 GP0056'(BEGASHIBITE) TRADING POST, MARK IS 268 FEET SOUTHWEST OF THE
 GP0056'SOUTHWEST CORNER OF THE BUILDING, 107 FEET NORTHWEST OF CENTERLINE OF
 GP0056'ROAD, 39 FEET EAST OF AN ARROYE, IN THE TOP OF A LARGE SANDSTONE
 GP0056'OUTCROP AND 16 FEET EAST OF THE WEST EDGE.
 GP0056
 GP0056                          STATION RECOVERY (1983)
 GP0056
 GP0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0390 ***********************************************************************
 FQ0390  DESIGNATION -  S 490
 FQ0390  PID         -  FQ0390
 FQ0390  STATE/COUNTY-  AZ/COCONINO
 FQ0390  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0390
 FQ0390                         *CURRENT SURVEY CONTROL
 FQ0390  ___________________________________________________________________
 FQ0390* NAD 83(1986)-  35 11 35.     (N)    111 43 38.     (W)     SCALED    
 FQ0390* NAVD 88     -      2213.641  (meters)    7262.59   (feet)  ADJUSTED  
 FQ0390  ___________________________________________________________________
 FQ0390  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0390  DYNAMIC HT  -        2210.475 (meters)    7252.20  (feet)  COMP
 FQ0390  MODELED GRAV-     979,123.5   (mgal)                       NAVD 88
 FQ0390
 FQ0390  VERT ORDER  -  FIRST     CLASS II
 FQ0390
 FQ0390.The horizontal coordinates were scaled from a topographic map and have
 FQ0390.an estimated accuracy of +/- 6 seconds.
 FQ0390
 FQ0390.The orthometric height was determined by differential leveling
 FQ0390.and adjusted in June 1991.
 FQ0390
 FQ0390.The geoid height was determined by GEOID03.
 FQ0390
 FQ0390.The dynamic height is computed by dividing the NAVD 88
 FQ0390.geopotential number by the normal gravity value computed on the
 FQ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0390.degrees latitude (g = 980.6199 gals.).
 FQ0390
 FQ0390.The modeled gravity was interpolated from observed gravity values.
 FQ0390
 FQ0390;                    North         East    Units  Estimated Accuracy
 FQ0390;SPC AZ C     -   465,010.      230,610.      MT  (+/- 180 meters Scaled)
 FQ0390
 FQ0390                          SUPERSEDED SURVEY CONTROL
 FQ0390
 FQ0390.No superseded survey control is available for this station.
 FQ0390
 FQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD337946(NAD 83)
 FQ0390_MARKER: DB = BENCH MARK DISK
 FQ0390_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0390_SP_SET: ROCK OUTCROP
 FQ0390_STAMPING: S 490 1982
 FQ0390_MARK LOGO: NGS   
 FQ0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0390+STABILITY: POSITION/ELEVATION WELL
 FQ0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0390+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0390
 FQ0390  HISTORY     - Date     Condition        Report By
 FQ0390  HISTORY     - 1982     MONUMENTED       NGS
 FQ0390  HISTORY     - 1982     GOOD             NGS
 FQ0390  HISTORY     - 1982     GOOD             NGS
 FQ0390  HISTORY     - 1983     GOOD             NGS
 FQ0390  HISTORY     - 20050929 GOOD             USPSQD
 FQ0390
 FQ0390                          STATION DESCRIPTION
 FQ0390
 FQ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0390'6.4 KM (4.0 MI) WEST FROM FLAGSTAFF.
 FQ0390'6.1 KM (3.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0390'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, THENCE 0.3 KM (0.2 MI) NORTH ALONG
 FQ0390'(US HIGHWAY 66 EAST) EXIT 191, LOCATED AT A POINT WHERE EXIT 191 MEETS
 FQ0390'US HIGHWAY 66 FOR TRAFFIC HEADED WEST ON 66 AND THE OFFRAMP FOR WEST
 FQ0390'BOUND LANES OF I-40, IN TOP OF THE LOWER LEDGE OF A MASSIVE VOLCANIC
 FQ0390'OUTCROP PROJECTING 3 FEET ABOVE THE GROUND, 113.0 METERS (375 FT) WEST
 FQ0390'OF THE CENTERLINE OF THE US NAVAL OBSERVATORY ROAD LEADING NORTHWEST,
 FQ0390'13.7 METERS (45 FT) NORTH OF THE CENTERLINE OF EXIT 191 OFFRAMP LOOP
 FQ0390'ROAD, 8.2 METERS (27 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 66 ONE
 FQ0390'WAY ROAD LEADING WEST, 32.0 METERS (105 FT) EAST OF LAMP POST 5056R,
 FQ0390'18.2 METERS (60 FT) WEST OF THE WEST END OF A CUT, 1.8 METERS (6 FT)
 FQ0390'SOUTH AND BELOW THE TOP OF THE CUT.
 FQ0390'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0390'THE MARK IS 2 M ABOVE HIGHWAY 66.
 FQ0390
 FQ0390                          STATION RECOVERY (1982)
 FQ0390
 FQ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0390'RECOVERED IN GOOD CONDITION.
 FQ0390
 FQ0390                          STATION RECOVERY (1982)
 FQ0390
 FQ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0390'RECOVERED IN GOOD CONDITION.
 FQ0390
 FQ0390                          STATION RECOVERY (1983)
 FQ0390
 FQ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0390'RECOVERED IN GOOD CONDITION.
 FQ0390
 FQ0390                          STATION RECOVERY (2005)
 FQ0390
 FQ0390'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0390'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0647 ***********************************************************************
 ES0647  DESIGNATION -  S 491
 ES0647  PID         -  ES0647
 ES0647  STATE/COUNTY-  AZ/COCONINO
 ES0647  USGS QUAD   -  MUNDS PARK (1974)
 ES0647
 ES0647                         *CURRENT SURVEY CONTROL
 ES0647  ___________________________________________________________________
 ES0647* NAD 83(1986)-  34 55 21.     (N)    111 44 08.     (W)     SCALED    
 ES0647* NAVD 88     -      1431.760  (meters)    4697.37   (feet)  ADJUSTED  
 ES0647  ___________________________________________________________________
 ES0647  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ES0647  DYNAMIC HT  -        1429.877 (meters)    4691.19  (feet)  COMP
 ES0647  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 ES0647
 ES0647  VERT ORDER  -  FIRST     CLASS II
 ES0647
 ES0647.The horizontal coordinates were scaled from a topographic map and have
 ES0647.an estimated accuracy of +/- 6 seconds.
 ES0647
 ES0647.The orthometric height was determined by differential leveling
 ES0647.and adjusted in June 1991.
 ES0647
 ES0647.The geoid height was determined by GEOID03.
 ES0647
 ES0647.The dynamic height is computed by dividing the NAVD 88
 ES0647.geopotential number by the normal gravity value computed on the
 ES0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0647.degrees latitude (g = 980.6199 gals.).
 ES0647
 ES0647.The modeled gravity was interpolated from observed gravity values.
 ES0647
 ES0647;                    North         East    Units  Estimated Accuracy
 ES0647;SPC AZ C     -   434,990.      229,910.      MT  (+/- 180 meters Scaled)
 ES0647
 ES0647                          SUPERSEDED SURVEY CONTROL
 ES0647
 ES0647.No superseded survey control is available for this station.
 ES0647
 ES0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD328646(NAD 83)
 ES0647_MARKER: DB = BENCH MARK DISK
 ES0647_SETTING: 66 = SET IN ROCK OUTCROP
 ES0647_SP_SET: ROCK OUTCROP
 ES0647_STAMPING: S 491 1982
 ES0647_MARK LOGO: NGS   
 ES0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0647+STABILITY: POSITION/ELEVATION WELL
 ES0647
 ES0647  HISTORY     - Date     Condition        Report By
 ES0647  HISTORY     - 1982     MONUMENTED       NGS
 ES0647
 ES0647                          STATION DESCRIPTION
 ES0647
 ES0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0647'8.2 KM (5.1 MI) NORTH FROM SEDONA.
 ES0647'8.2 KM (5.1 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0647'OFFICE IN SEDONA, IN TOP OF THE BASE OF A MASSIVE SANDSTONE CUT ACROSS
 ES0647'THE HIGHWAY FROM THE SOUTH END OF A PULL OUT, 0.2 KM (0.1 MI) NORTH OF
 ES0647'MILEPOST 379, 0.2 KM (0.1 MI) SOUTH OF ENCINOSO PICNIC AREA, 8.5
 ES0647'METERS (28.0 FT) WEST OF THE HIGHWAY CENTERLINE, 23.1 METERS (240.0
 ES0647'FT) SOUTH OF THE SOUTH END OF A STEEL GUARD RAIL, 10.9 METERS (36.0
 ES0647'FT) SOUTH OF THE WEST END OF A 24 INCH CORRUGATED METAL PIPE CULVERT.
 ES0647'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0647'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0467 ***********************************************************************
 FQ0467  DESIGNATION -  S 492
 FQ0467  PID         -  FQ0467
 FQ0467  STATE/COUNTY-  AZ/COCONINO
 FQ0467  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0467
 FQ0467                         *CURRENT SURVEY CONTROL
 FQ0467  ___________________________________________________________________
 FQ0467* NAD 83(1986)-  35 20 59.     (N)    111 33 57.     (W)     SCALED    
 FQ0467* NAVD 88     -      2176.269  (meters)    7139.98   (feet)  ADJUSTED  
 FQ0467  ___________________________________________________________________
 FQ0467  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0467  DYNAMIC HT  -        2173.163 (meters)    7129.79  (feet)  COMP
 FQ0467  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 FQ0467
 FQ0467  VERT ORDER  -  FIRST     CLASS II
 FQ0467
 FQ0467.The horizontal coordinates were scaled from a topographic map and have
 FQ0467.an estimated accuracy of +/- 6 seconds.
 FQ0467
 FQ0467.The orthometric height was determined by differential leveling
 FQ0467.and adjusted in June 1991.
 FQ0467
 FQ0467.The geoid height was determined by GEOID03.
 FQ0467
 FQ0467.The dynamic height is computed by dividing the NAVD 88
 FQ0467.geopotential number by the normal gravity value computed on the
 FQ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0467.degrees latitude (g = 980.6199 gals.).
 FQ0467
 FQ0467.The modeled gravity was interpolated from observed gravity values.
 FQ0467
 FQ0467;                    North         East    Units  Estimated Accuracy
 FQ0467;SPC AZ C     -   482,430.      245,250.      MT  (+/- 180 meters Scaled)
 FQ0467
 FQ0467                          SUPERSEDED SURVEY CONTROL
 FQ0467
 FQ0467.No superseded survey control is available for this station.
 FQ0467
 FQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE485119(NAD 83)
 FQ0467_MARKER: DB = BENCH MARK DISK
 FQ0467_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0467_SP_SET: ROCK OUTCROP
 FQ0467_STAMPING: S 492 1982
 FQ0467_MARK LOGO: NGS   
 FQ0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0467+STABILITY: POSITION/ELEVATION WELL
 FQ0467
 FQ0467  HISTORY     - Date     Condition        Report By
 FQ0467  HISTORY     - 1982     MONUMENTED       NGS
 FQ0467
 FQ0467                          STATION DESCRIPTION
 FQ0467
 FQ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0467'26.9 KM (16.7 MI) NORTH FROM FLAGSTAFF.
 FQ0467'26.9 KM (16.7 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0467'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE LOWER LEDGE
 FQ0467'OF A MASSIVE OUTCROP ABOUT MIDWAY UP STEEP GRADE, 10.9 METERS (36 FT)
 FQ0467'NORTHEAST OF THE HIGHWAY CENTERLINE, 36.5 METERS (120 FT) NORTHWEST OF
 FQ0467'THE SOUTHEAST END OF THE CUT.
 FQ0467'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FQ0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0672 ***********************************************************************
 ES0672  DESIGNATION -  S 493
 ES0672  PID         -  ES0672
 ES0672  STATE/COUNTY-  AZ/YAVAPAI
 ES0672  USGS QUAD   -  CORNVILLE (1968)
 ES0672
 ES0672                         *CURRENT SURVEY CONTROL
 ES0672  ___________________________________________________________________
 ES0672* NAD 83(1986)-  34 40 27.     (N)    111 58 19.     (W)     SCALED    
 ES0672* NAVD 88     -      1027.237  (meters)    3370.19   (feet)  ADJUSTED  
 ES0672  ___________________________________________________________________
 ES0672  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES0672  DYNAMIC HT  -        1025.941 (meters)    3365.94  (feet)  COMP
 ES0672  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 ES0672
 ES0672  VERT ORDER  -  FIRST     CLASS II
 ES0672
 ES0672.The horizontal coordinates were scaled from a topographic map and have
 ES0672.an estimated accuracy of +/- 6 seconds.
 ES0672
 ES0672.The orthometric height was determined by differential leveling
 ES0672.and adjusted in June 1991.
 ES0672
 ES0672.The geoid height was determined by GEOID03.
 ES0672
 ES0672.The dynamic height is computed by dividing the NAVD 88
 ES0672.geopotential number by the normal gravity value computed on the
 ES0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0672.degrees latitude (g = 980.6199 gals.).
 ES0672
 ES0672.The modeled gravity was interpolated from observed gravity values.
 ES0672
 ES0672;                    North         East    Units  Estimated Accuracy
 ES0672;SPC AZ C     -   407,430.      208,290.      MT  (+/- 180 meters Scaled)
 ES0672
 ES0672                          SUPERSEDED SURVEY CONTROL
 ES0672
 ES0672.No superseded survey control is available for this station.
 ES0672
 ES0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD109373(NAD 83)
 ES0672_MARKER: I = METAL ROD
 ES0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0672_SP_SET: STAINLESS STEEL ROD
 ES0672_STAMPING: S 493 1982
 ES0672_MARK LOGO: NGS   
 ES0672_PROJECTION: FLUSH
 ES0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0672_ROD/PIPE-DEPTH: 1.5  meters
 ES0672
 ES0672  HISTORY     - Date     Condition        Report By
 ES0672  HISTORY     - 1982     MONUMENTED       NGS
 ES0672
 ES0672                          STATION DESCRIPTION
 ES0672
 ES0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0672'6.0 KM (3.7 MI) SE FROM COTTONWOOD.
 ES0672'6.0 KM (3.7 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF
 ES0672'US HIGHWAY 89 ALTERNATE IN COTTONWOOD, NEAR THE CREST OF A GRADE AND
 ES0672'AT THE NORTHWEST CORNER OF THE T JUNCTION OF A ROAD LEADING WEST, 31.6
 ES0672'METERS (104 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.2 METERS (40
 ES0672'FT) NORTH OF THE CENTER OF A DIRT ROAD AND A CATTLE GUARD, 0.3 METER
 ES0672'(1 FT) NORTHEAST OF A FENCE.
 ES0672'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ES0672'THE MARK IS ABOVE LEVEL WITH THE ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0696 ***********************************************************************
 ES0696  DESIGNATION -  S 494
 ES0696  PID         -  ES0696
 ES0696  STATE/COUNTY-  AZ/YAVAPAI
 ES0696  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0696
 ES0696                         *CURRENT SURVEY CONTROL
 ES0696  ___________________________________________________________________
 ES0696* NAD 83(1986)-  34 27 15.     (N)    111 42 11.     (W)     SCALED    
 ES0696* NAVD 88     -      1196.393  (meters)    3925.17   (feet)  ADJUSTED  
 ES0696  ___________________________________________________________________
 ES0696  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 ES0696  DYNAMIC HT  -        1194.830 (meters)    3920.04  (feet)  COMP
 ES0696  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 ES0696
 ES0696  VERT ORDER  -  FIRST     CLASS II
 ES0696
 ES0696.The horizontal coordinates were scaled from a topographic map and have
 ES0696.an estimated accuracy of +/- 6 seconds.
 ES0696
 ES0696.The orthometric height was determined by differential leveling
 ES0696.and adjusted in June 1991.
 ES0696
 ES0696.The geoid height was determined by GEOID03.
 ES0696
 ES0696.The dynamic height is computed by dividing the NAVD 88
 ES0696.geopotential number by the normal gravity value computed on the
 ES0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0696.degrees latitude (g = 980.6199 gals.).
 ES0696
 ES0696.The modeled gravity was interpolated from observed gravity values.
 ES0696
 ES0696;                    North         East    Units  Estimated Accuracy
 ES0696;SPC AZ C     -   383,050.      232,990.      MT  (+/- 180 meters Scaled)
 ES0696
 ES0696                          SUPERSEDED SURVEY CONTROL
 ES0696
 ES0696.No superseded survey control is available for this station.
 ES0696
 ES0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD354127(NAD 83)
 ES0696_MARKER: DB = BENCH MARK DISK
 ES0696_SETTING: 66 = SET IN ROCK OUTCROP
 ES0696_SP_SET: ROCK OUTCROP
 ES0696_STAMPING: S 494 1982
 ES0696_MARK LOGO: NGS   
 ES0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0696+STABILITY: POSITION/ELEVATION WELL
 ES0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0696+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0696
 ES0696  HISTORY     - Date     Condition        Report By
 ES0696  HISTORY     - 1982     MONUMENTED       NGS
 ES0696  HISTORY     - 20080725 GOOD             GEOCAC
 ES0696
 ES0696                          STATION DESCRIPTION
 ES0696
 ES0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0696'23.5 KM (14.6 MI) SE FROM CAMP VERDE.
 ES0696'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0696'OFFICE IN CAMP VERDE, THENCE 10.8 KM (6.7 MI) SOUTHEAST ALONG FOSSIL
 ES0696'CREEK ROAD, IN TOP OF THE LOWER PORTION OF AN OUTCROP LEDGE AT THE
 ES0696'BASE OF A ROCKY CUT, 4.3 METERS (14 FT) NORTHEAST OF THE ROAD
 ES0696'CENTERLINE, 15.7 METERS (51.5 FT) SOUTHEAST OF THE NORTHEAST END OF A
 ES0696'18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0696'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0696'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0696
 ES0696                          STATION RECOVERY (2008)
 ES0696
 ES0696'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0696'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0696'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0696'CEMENTED BASE. HANDHELD COORDINATES
 ES0696'34 27 16.5 (N)   111 42 12.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0710 ***********************************************************************
 ES0710  DESIGNATION -  S 495
 ES0710  PID         -  ES0710
 ES0710  STATE/COUNTY-  AZ/GILA
 ES0710  USGS QUAD   -  STRAWBERRY (1967)
 ES0710
 ES0710                         *CURRENT SURVEY CONTROL
 ES0710  ___________________________________________________________________
 ES0710* NAD 83(1986)-  34 24 22.     (N)    111 36 27.     (W)     SCALED    
 ES0710* NAVD 88     -      1216.150  (meters)    3989.99   (feet)  ADJUSTED  
 ES0710  ___________________________________________________________________
 ES0710  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 ES0710  DYNAMIC HT  -        1214.526 (meters)    3984.66  (feet)  COMP
 ES0710  MODELED GRAV-     979,258.8   (mgal)                       NAVD 88
 ES0710
 ES0710  VERT ORDER  -  FIRST     CLASS II
 ES0710
 ES0710.The horizontal coordinates were scaled from a topographic map and have
 ES0710.an estimated accuracy of +/- 6 seconds.
 ES0710
 ES0710.The orthometric height was determined by differential leveling
 ES0710.and adjusted in June 1991.
 ES0710
 ES0710.The geoid height was determined by GEOID03.
 ES0710
 ES0710.The dynamic height is computed by dividing the NAVD 88
 ES0710.geopotential number by the normal gravity value computed on the
 ES0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0710.degrees latitude (g = 980.6199 gals.).
 ES0710
 ES0710.The modeled gravity was interpolated from observed gravity values.
 ES0710
 ES0710;                    North         East    Units  Estimated Accuracy
 ES0710;SPC AZ E     -   378,640.       80,890.      MT  (+/- 180 meters Scaled)
 ES0710
 ES0710                          SUPERSEDED SURVEY CONTROL
 ES0710
 ES0710.No superseded survey control is available for this station.
 ES0710
 ES0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD441073(NAD 83)
 ES0710_MARKER: DB = BENCH MARK DISK
 ES0710_SETTING: 66 = SET IN ROCK OUTCROP
 ES0710_SP_SET: ROCK OUTCROP
 ES0710_STAMPING: S 495 1982
 ES0710_MARK LOGO: NGS   
 ES0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0710+STABILITY: POSITION/ELEVATION WELL
 ES0710
 ES0710  HISTORY     - Date     Condition        Report By
 ES0710  HISTORY     - 1982     MONUMENTED       NGS
 ES0710
 ES0710                          STATION DESCRIPTION
 ES0710
 ES0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0710'19.6 KM (12.2 MI) NW FROM PINE.
 ES0710'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0710'IN PINE, THENCE 14.8 KM (9.2 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0710'OF A ROUNDED PORTION OF OUTCROP PROJECTING FROM A LOW CUT, 6.4 METERS
 ES0710'(21 FT) SOUTHEAST OF THE ROAD CENTERLINE, 5.5 METERS (18 FT) SOUTHWEST
 ES0710'OF THE CENTER OF A SMALL WASH.
 ES0710'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0710'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0744 ***********************************************************************
 ES0744  HT_MOD      -  This is a Height Modernization Survey Station.
 ES0744  FBN         -  This is a Federal Base Network Control Station.
 ES0744  DESIGNATION -  S 496
 ES0744  PID         -  ES0744
 ES0744  STATE/COUNTY-  AZ/GILA
 ES0744  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0744
 ES0744                         *CURRENT SURVEY CONTROL
 ES0744  ___________________________________________________________________
 ES0744* NAD 83(2007)-  34 12 11.88537(N)    111 19 53.49231(W)     ADJUSTED  
 ES0744* NAVD 88     -      1512.63   (meters)    4962.7    (feet)  GPS OBS   
 ES0744  ___________________________________________________________________
 ES0744  EPOCH DATE  -        2007.00
 ES0744  X           -  -1,921,343.936 (meters)                     COMP
 ES0744  Y           -  -4,919,991.815 (meters)                     COMP
 ES0744  Z           -   3,565,955.677 (meters)                     COMP
 ES0744  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 ES0744  ELLIP HEIGHT-        1486.930 (meters)          (02/10/07) ADJUSTED
 ES0744  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 ES0744
 ES0744  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0744  Type    PID    Designation                      North   East  Ellip
 ES0744  -------------------------------------------------------------------
 ES0744  NETWORK ES0744 S 496                             0.25   0.22   0.69
 ES0744  -------------------------------------------------------------------
 ES0744  OBS GRAVITY -     979,222.2   (mgal)                       GRAV_OBS
 ES0744
 ES0744
 ES0744.The horizontal coordinates were established by GPS observations
 ES0744.and adjusted by the National Geodetic Survey in February 2007.
 ES0744
 ES0744.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0744.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0744.The horizontal coordinates are valid at the epoch date displayed above.
 ES0744.The epoch date for horizontal control is a decimal equivalence
 ES0744.of Year/Month/Day.
 ES0744
 ES0744.The orthometric height was determined by GPS observations and a
 ES0744.high-resolution geoid model.
 ES0744.The orthometric height was determined by GPS observations and a
 ES0744.high-resolution geoid model using precise GPS observation and
 ES0744.processing techniques. It supersedes the leveled height previously
 ES0744.determined for this station.
 ES0744
 ES0744.Photographs are available for this station.
 ES0744
 ES0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0744
 ES0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0744
 ES0744.The ellipsoidal height was determined by GPS observations
 ES0744.and is referenced to NAD 83.
 ES0744
 ES0744.The geoid height was determined by GEOID03.
 ES0744.The observed gravity was obtained from relative gravimeter ties
 ES0744.to the IGSN71 gravity network.
 ES0744
 ES0744;                    North         East     Units Scale Factor Converg.
 ES0744;SPC AZ E     -   355,816.130   106,009.795   MT  1.00004201   -0 39 17.5
 ES0744;SPC AZ E     - 1,167,375.75    347,801.16   iFT  1.00004201   -0 39 17.5
 ES0744;UTM  12      - 3,784,747.689   469,457.391   MT  0.99961150   -0 11 10.9
 ES0744
 ES0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0744!SPC AZ E     -   0.99976664  x   1.00004201  =   0.99980864
 ES0744!UTM  12      -   0.99976664  x   0.99961150  =   0.99937823
 ES0744
 ES0744                          SUPERSEDED SURVEY CONTROL
 ES0744
 ES0744  ELLIP H (09/30/99) 1486.948  (m)                       GP(       ) 3 1
 ES0744  NAD 83(1992)-  34 12 11.88260(N)    111 19 53.49467(W) AD(       ) B
 ES0744  NAD 83(1992)-  34 12 11.88500(N)    111 19 53.49171(W) AD(       ) A
 ES0744  ELLIP H (09/30/92) 1487.038  (m)                       GP(       ) 2 1
 ES0744  NAVD 88 (06/15/91) 1512.672  (m)         4962.82   (f) ADJUSTED    1 2
 ES0744
 ES0744.Superseded values are not recommended for survey control.
 ES0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0744.See file dsdata.txt to determine how the superseded data were derived.
 ES0744
 ES0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6945784748(NAD 83)
 ES0744_MARKER: DV = VERTICAL CONTROL DISK
 ES0744_SETTING: 66 = SET IN ROCK OUTCROP
 ES0744_SP_SET: ROCK OUTCROP
 ES0744_STAMPING: S 496 1982
 ES0744_MARK LOGO: NGS   
 ES0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0744+STABILITY: POSITION/ELEVATION WELL
 ES0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0744+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 ES0744
 ES0744  HISTORY     - Date     Condition        Report By
 ES0744  HISTORY     - 1982     MONUMENTED       NGS
 ES0744  HISTORY     - 19911117 GOOD             NGS
 ES0744  HISTORY     - 19920303 GOOD
 ES0744  HISTORY     - 19980923 GOOD             AZ-013
 ES0744  HISTORY     - 19981030 GOOD             NGS
 ES0744  HISTORY     - 20000401 GOOD             MCDOT
 ES0744  HISTORY     - 20030815 GOOD             AZ-007
 ES0744  HISTORY     - 20070309 GOOD             GEOCAC
 ES0744
 ES0744                          STATION DESCRIPTION
 ES0744
 ES0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0744'3.4 KM (2.1 MI) SOUTH FROM PAYSON.
 ES0744'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 ES0744'3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF MAIN
 ES0744'STREET IN PAYSON, IN TOP OF A PORTION OF OUTCROP PROJECTING 1 FOOT
 ES0744'FROM THE CENTER OF A LOW CUT, 0.1 KM (0.05 MI) SOUTH OF THE CREST OF A
 ES0744'GRADE, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 250, 5.8 METERS (19 FT) WEST
 ES0744'OF THE CENTERLINE OF THE SOUTH BOUND LANES, 30.5 METERS (100 FT) SOUTH
 ES0744'OF THE SOUTH END OF A SMALL PAVED TURN OUT.
 ES0744'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0744
 ES0744                          STATION RECOVERY (1991)
 ES0744
 ES0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ES0744'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTH OF PAYSON, IN THE
 ES0744'WEST RIGHT-OF-WAY OF STATE HIGHWAY 87 SOUTHBOUND, 0.1 KM (0.1 MI)
 ES0744'SOUTH OF THE CREST OF A GRADE, 0.3 KM (0.2 MI) SOUTH OF MILE POST 250
 ES0744'AND 30.5 M (100.1 FT) SOUTH OF THE SOUTH END OF A SMALL TURN OUT.
 ES0744'OWNERSHIP-ARIZONA DEPARTMENT OF TRANSPORTATION.
 ES0744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND MAIN
 ES0744'STREET, LOCATED ABOUT THE CENTER OF PAYSON, GO SOUTH ON HIGHWAY 87
 ES0744'FOR 3.05 KM (1.90 MI) TO MILE POST 250.  CONTINUE AHEAD FOR 0.3 KM
 ES0744'(0.2 MI) TO THE STATION ON THE RIGHT.
 ES0744'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A
 ES0744'PORTION OF ROCK OUTCROP PROJECTING ABOUT 0.31 M (1.02 FT) FROM THE
 ES0744'CENTER OF A LOW CUT. LOCATED 30.5 M (100.1 FT) SOUTH OF THE SOUTH END
 ES0744'OF A SMALL TURN OUT, 5.8 M (19.0 FT) WEST OF THE CENTERLINE OF THE
 ES0744'SOUTHBOUND LANES, 0.15 M (0.49 FT) EAST OF A FIBERGLASS WITNESS POST
 ES0744'AND ABOUT 0.91 M (2.99 FT) ABOVE THE LEVEL OF THE ROAD.
 ES0744
 ES0744                          STATION RECOVERY (1992)
 ES0744
 ES0744'RECOVERED 1992
 ES0744'RECOVERED IN GOOD CONDITION.
 ES0744
 ES0744                          STATION RECOVERY (1998)
 ES0744
 ES0744'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (JL)
 ES0744'RECOVERED AS DESCRIBED.
 ES0744
 ES0744                          STATION RECOVERY (1998)
 ES0744
 ES0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ES0744'RECOVERED AS DESCRIBED.  LOCATED 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS
 ES0744'WITNESS POST.
 ES0744
 ES0744                          STATION RECOVERY (2000)
 ES0744
 ES0744'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 ES0744'RECOVERED AS DESCRIBED.
 ES0744
 ES0744                          STATION RECOVERY (2003)
 ES0744
 ES0744'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 ES0744'RECOVERY NOTE  (2003)
 ES0744' 
 ES0744'RECOVERED BY GILA COUNTY SURVEYORS.RECOVERED IN GOOD CONDITION.
 ES0744
 ES0744                          STATION RECOVERY (2007)
 ES0744
 ES0744'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1612 ***********************************************************************
 DU1612  DESIGNATION -  S 497
 DU1612  PID         -  DU1612
 DU1612  STATE/COUNTY-  AZ/GILA
 DU1612  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1612
 DU1612                         *CURRENT SURVEY CONTROL
 DU1612  ___________________________________________________________________
 DU1612* NAD 83(1986)-  33 54 52.     (N)    111 18 49.     (W)     SCALED    
 DU1612* NAVD 88     -       755.028  (meters)    2477.12   (feet)  ADJUSTED  
 DU1612  ___________________________________________________________________
 DU1612  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DU1612  DYNAMIC HT  -         754.063 (meters)    2473.95  (feet)  COMP
 DU1612  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 DU1612
 DU1612  VERT ORDER  -  FIRST     CLASS II
 DU1612
 DU1612.The horizontal coordinates were scaled from a topographic map and have
 DU1612.an estimated accuracy of +/- 6 seconds.
 DU1612
 DU1612.The orthometric height was determined by differential leveling
 DU1612.and adjusted in June 1991.
 DU1612
 DU1612.The geoid height was determined by GEOID03.
 DU1612
 DU1612.The dynamic height is computed by dividing the NAVD 88
 DU1612.geopotential number by the normal gravity value computed on the
 DU1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1612.degrees latitude (g = 980.6199 gals.).
 DU1612
 DU1612.The modeled gravity was interpolated from observed gravity values.
 DU1612
 DU1612;                    North         East    Units  Estimated Accuracy
 DU1612;SPC AZ E     -   323,760.      107,300.      MT  (+/- 180 meters Scaled)
 DU1612
 DU1612                          SUPERSEDED SURVEY CONTROL
 DU1612
 DU1612.No superseded survey control is available for this station.
 DU1612
 DU1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710527(NAD 83)
 DU1612_MARKER: I = METAL ROD
 DU1612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1612_SP_SET: STAINLESS STEEL ROD
 DU1612_STAMPING: S 497 1983
 DU1612_MARK LOGO: NGS   
 DU1612_PROJECTION: FLUSH
 DU1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1612+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2007
 DU1612_ROD/PIPE-DEPTH: 1.2  meters
 DU1612
 DU1612  HISTORY     - Date     Condition        Report By
 DU1612  HISTORY     - 1983     MONUMENTED       NGS
 DU1612  HISTORY     - 20070101 GOOD             GEOCAC
 DU1612
 DU1612                          STATION DESCRIPTION
 DU1612
 DU1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1612'4.8 KM (3.0 MI) NORTH FROM PUNKIN CENTER.
 DU1612'4.8 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1612'PUNKIN CENTER, AT THE NORTHWEST CORNER OF A SMALL STOCK PEN, ON THE
 DU1612'OUTSIDE OF A CURVE, 0.6 KM (0.4 MI) SOUTHEAST OF MILEPOST 266, 97.3
 DU1612'METERS (319 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.0 METERS (13
 DU1612'FT) SOUTHEAST OF THE NORTHWEST CORNER POST FOR THE STOCK PEN, 0.3
 DU1612'METER (1 FT) SOUTHWEST OF A FENCE.
 DU1612'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DU1612'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1612
 DU1612                          STATION RECOVERY (2007)
 DU1612
 DU1612'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0511 ***********************************************************************
 FQ0511  DESIGNATION -  S 498
 FQ0511  PID         -  FQ0511
 FQ0511  STATE/COUNTY-  AZ/COCONINO
 FQ0511  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0511
 FQ0511                         *CURRENT SURVEY CONTROL
 FQ0511  ___________________________________________________________________
 FQ0511* NAD 83(1986)-  35 53 32.     (N)    111 24 29.     (W)     SCALED    
 FQ0511* NAVD 88     -      1280.426  (meters)    4200.86   (feet)  ADJUSTED  
 FQ0511  ___________________________________________________________________
 FQ0511  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0511  DYNAMIC HT  -        1278.835 (meters)    4195.64  (feet)  COMP
 FQ0511  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 FQ0511
 FQ0511  VERT ORDER  -  FIRST     CLASS II
 FQ0511
 FQ0511.The horizontal coordinates were scaled from a topographic map and have
 FQ0511.an estimated accuracy of +/- 6 seconds.
 FQ0511
 FQ0511.The orthometric height was determined by differential leveling
 FQ0511.and adjusted in June 1991.
 FQ0511
 FQ0511.The geoid height was determined by GEOID03.
 FQ0511
 FQ0511.The dynamic height is computed by dividing the NAVD 88
 FQ0511.geopotential number by the normal gravity value computed on the
 FQ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0511.degrees latitude (g = 980.6199 gals.).
 FQ0511
 FQ0511.The modeled gravity was interpolated from observed gravity values.
 FQ0511
 FQ0511;                    North         East    Units  Estimated Accuracy
 FQ0511;SPC AZ C     -   542,680.      259,280.      MT  (+/- 180 meters Scaled)
 FQ0511
 FQ0511                          SUPERSEDED SURVEY CONTROL
 FQ0511
 FQ0511.No superseded survey control is available for this station.
 FQ0511
 FQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE631720(NAD 83)
 FQ0511_MARKER: DB = BENCH MARK DISK
 FQ0511_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0511_SP_SET: ROCK OUTCROP
 FQ0511_STAMPING: S 498 1983
 FQ0511_MARK LOGO: NGS   
 FQ0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0511+STABILITY: POSITION/ELEVATION WELL
 FQ0511
 FQ0511  HISTORY     - Date     Condition        Report By
 FQ0511  HISTORY     - 1983     MONUMENTED       NGS
 FQ0511
 FQ0511                          STATION DESCRIPTION
 FQ0511
 FQ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0511'2.1 KM (1.3 MI) NORTH FROM CAMERON.
 FQ0511'2.1 KM (1.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0511'CAMERON, IN TOP OF THE LOWER LEDGE OF A CUT, 0.6 KM (0.4 MI) SOUTH OF
 FQ0511'A STATE INSPECTION STATION, 9.7 METERS (32 FT) EAST OF THE HIGHWAY
 FQ0511'CENTERLINE, 91.4 METERS (300 FT) SOUTH OF THE NORTH END OF THE CUT,
 FQ0511'59.4 METERS (195 FT) NORTH OF MILEPOST 468.
 FQ0511'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0511'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0362 ***********************************************************************
 GP0362  DESIGNATION -  S 499
 GP0362  PID         -  GP0362
 GP0362  STATE/COUNTY-  AZ/COCONINO
 GP0362  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0362
 GP0362                         *CURRENT SURVEY CONTROL
 GP0362  ___________________________________________________________________
 GP0362* NAD 83(1986)-  36 31 38.     (N)    111 36 16.     (W)     SCALED    
 GP0362* NAVD 88     -      1652.501  (meters)    5421.58   (feet)  ADJUSTED  
 GP0362  ___________________________________________________________________
 GP0362  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0362  DYNAMIC HT  -        1650.460 (meters)    5414.88  (feet)  COMP
 GP0362  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 GP0362
 GP0362  VERT ORDER  -  FIRST     CLASS II
 GP0362
 GP0362.The horizontal coordinates were scaled from a topographic map and have
 GP0362.an estimated accuracy of +/- 6 seconds.
 GP0362
 GP0362.The orthometric height was determined by differential leveling
 GP0362.and adjusted in June 1991.
 GP0362
 GP0362.The geoid height was determined by GEOID03.
 GP0362
 GP0362.The dynamic height is computed by dividing the NAVD 88
 GP0362.geopotential number by the normal gravity value computed on the
 GP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0362.degrees latitude (g = 980.6199 gals.).
 GP0362
 GP0362.The modeled gravity was interpolated from observed gravity values.
 GP0362
 GP0362;                    North         East    Units  Estimated Accuracy
 GP0362;SPC AZ C     -   613,060.      241,320.      MT  (+/- 180 meters Scaled)
 GP0362
 GP0362                          SUPERSEDED SURVEY CONTROL
 GP0362
 GP0362.No superseded survey control is available for this station.
 GP0362
 GP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF458425(NAD 83)
 GP0362_MARKER: DB = BENCH MARK DISK
 GP0362_SETTING: 66 = SET IN ROCK OUTCROP
 GP0362_SP_SET: ROCK OUTCROP
 GP0362_STAMPING: S 499 1983
 GP0362_MARK LOGO: NGS   
 GP0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0362+STABILITY: POSITION/ELEVATION WELL
 GP0362
 GP0362  HISTORY     - Date     Condition        Report By
 GP0362  HISTORY     - 1983     MONUMENTED       NGS
 GP0362
 GP0362                          STATION DESCRIPTION
 GP0362
 GP0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0362'13.5 KM (8.4 MI) SOUTH FROM BITTER SPRINGS.
 GP0362'13.5 KM (8.45 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0362'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN TOP OF AND 0.9 METER (3 FT)
 GP0362'SOUTHWEST OF THE NORTHEAST EDGE OF A 7- BY 14-FOOT PORTION OF
 GP0362'LIMESTONE OUTCROP PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND,
 GP0362'0.65 KM (0.4 MI) SOUTHEAST OF MILEPOST 516, 30.0 METERS (98.5 FT)
 GP0362'SOUTHWEST OF THE HIGHWAY CENTERLINE, 49.7 METERS (163 FT)
 GP0362'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE NORTHWEST HEADWALL FOR A
 GP0362'DOUBLE BOX CULVERT, 32.9 METERS (108 FT) NORTHWEST OF A BRACED GATE
 GP0362'POST FOR A TRACK ROAD LEADING SOUTHWEST, 0.3 METER (1 FT) NORTHEAST OF
 GP0362'THE RIGHT OF WAY FENCE, 30.3 METERS (99.5 FT) SOUTHEAST OF A BRACED
 GP0362'FENCE CORNER POST FOR AN OFFSET IN THE RIGHT OF WAY FENCE.
 GP0362'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 GP0362'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0270 ***********************************************************************
 FQ0270  DESIGNATION -  S 5
 FQ0270  PID         -  FQ0270
 FQ0270  STATE/COUNTY-  AZ/COCONINO
 FQ0270  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0270
 FQ0270                         *CURRENT SURVEY CONTROL
 FQ0270  ___________________________________________________________________
 FQ0270* NAD 83(1986)-  35 28 20.     (N)    111 33 28.     (W)     SCALED    
 FQ0270* NAVD 88     -      1925.427  (meters)    6317.01   (feet)  POSTED    
 FQ0270  ___________________________________________________________________
 FQ0270  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0270  DYNAMIC HT  -        1922.850 (meters)    6308.55  (feet)  COMP
 FQ0270  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 FQ0270
 FQ0270  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0270
 FQ0270.The horizontal coordinates were scaled from a topographic map and have
 FQ0270.an estimated accuracy of +/- 6 seconds.
 FQ0270
 FQ0270.The orthometric height was determined by differential leveling
 FQ0270.and adjusted by the  in 1992.
 FQ0270.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0270.rate of 1.1 thru 2.0 mm/km.
 FQ0270
 FQ0270.The geoid height was determined by GEOID03.
 FQ0270
 FQ0270.The dynamic height is computed by dividing the NAVD 88
 FQ0270.geopotential number by the normal gravity value computed on the
 FQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0270.degrees latitude (g = 980.6199 gals.).
 FQ0270
 FQ0270.The modeled gravity was interpolated from observed gravity values.
 FQ0270
 FQ0270;                    North         East    Units  Estimated Accuracy
 FQ0270;SPC AZ C     -   496,020.      245,930.      MT  (+/- 180 meters Scaled)
 FQ0270
 FQ0270                          SUPERSEDED SURVEY CONTROL
 FQ0270
 FQ0270  NGVD 29 (??/??/92) 1924.513  (m)         6314.01   (f) ADJ UNCH    1 2
 FQ0270
 FQ0270.Superseded values are not recommended for survey control.
 FQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0270.See file dsdata.txt to determine how the superseded data were derived.
 FQ0270
 FQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE493255(NAD 83)
 FQ0270_MARKER: DB = BENCH MARK DISK
 FQ0270_SETTING: 80 = SET IN A BOULDER
 FQ0270_SP_SET: BOULDER
 FQ0270_STAMPING: ELEV 6314.006 FT S 5 1921
 FQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0270+STABILITY: SURFACE MOTION
 FQ0270
 FQ0270  HISTORY     - Date     Condition        Report By
 FQ0270  HISTORY     - 1921     MONUMENTED       CGS
 FQ0270  HISTORY     - 1934     GOOD             NGS
 FQ0270  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0270
 FQ0270                          STATION DESCRIPTION
 FQ0270
 FQ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0270'16.4 MI N FROM TOWNSEND.
 FQ0270'16.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0270'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 3.2 MILES NORTH OF THE
 FQ0270'JUNCTION OF A ROAD LEADING TO DEADMAN RANGER STATION, ON THE EASTERN
 FQ0270'SLOPE OF A HILL, 145 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 27
 FQ0270'FEET WEST OF THE CENTERLINE OF AN ABANDONED HIGHWAY, 21 YARDS
 FQ0270'NORTHWEST OF A TELEPHONE POLE, IN THE TOP OF A BOULDER NEAR A PILE OF
 FQ0270'ROCKS, AND 3 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 FQ0270'6314.006 FT S 5 1921.  NOTE-- U.S. HIGHWAY 89 HAS BEEN REALIGNED AND
 FQ0270'NOW GOES THROUGH THE AREA IN WHICH THE BENCH MARK WAS LOCATED.
 FQ0270
 FQ0270                          STATION RECOVERY (1965)
 FQ0270
 FQ0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0158 ***********************************************************************
 GP0158  DESIGNATION -  S 50
 GP0158  PID         -  GP0158
 GP0158  STATE/COUNTY-  AZ/COCONINO
 GP0158  USGS QUAD   -  MOENAVE SE (1969)
 GP0158
 GP0158                         *CURRENT SURVEY CONTROL
 GP0158  ___________________________________________________________________
 GP0158* NAD 83(1986)-  36 02 48.     (N)    111 20 19.     (W)     SCALED    
 GP0158* NAVD 88     -      1413.121  (meters)    4636.21   (feet)  ADJUSTED  
 GP0158  ___________________________________________________________________
 GP0158  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 GP0158  DYNAMIC HT  -        1411.383 (meters)    4630.51  (feet)  COMP
 GP0158  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 GP0158
 GP0158  VERT ORDER  -  FIRST     CLASS II
 GP0158
 GP0158.The horizontal coordinates were scaled from a topographic map and have
 GP0158.an estimated accuracy of +/- 6 seconds.
 GP0158
 GP0158.The orthometric height was determined by differential leveling
 GP0158.and adjusted in June 1991.
 GP0158
 GP0158.The geoid height was determined by GEOID03.
 GP0158
 GP0158.The dynamic height is computed by dividing the NAVD 88
 GP0158.geopotential number by the normal gravity value computed on the
 GP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0158.degrees latitude (g = 980.6199 gals.).
 GP0158
 GP0158.The modeled gravity was interpolated from observed gravity values.
 GP0158
 GP0158;                    North         East    Units  Estimated Accuracy
 GP0158;SPC AZ C     -   559,850.      265,440.      MT  (+/- 180 meters Scaled)
 GP0158
 GP0158                          SUPERSEDED SURVEY CONTROL
 GP0158
 GP0158  NGVD 29 (??/??/92) 1412.238  (m)         4633.32   (f) ADJ UNCH    1 2
 GP0158
 GP0158.Superseded values are not recommended for survey control.
 GP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0158.See file dsdata.txt to determine how the superseded data were derived.
 GP0158
 GP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE695891(NAD 83)
 GP0158_MARKER: DB = BENCH MARK DISK
 GP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0158_STAMPING: S 50 1934
 GP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0158+STABILITY: SURFACE MOTION
 GP0158
 GP0158  HISTORY     - Date     Condition        Report By
 GP0158  HISTORY     - 1934     MONUMENTED       CGS
 GP0158
 GP0158                          STATION DESCRIPTION
 GP0158
 GP0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0158'9.0 MI SW FROM TUBA CITY.
 GP0158'9.0 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0158'COUNTY, 1.0 MILE NORTHEAST OF A DESCENDING AND WINDING GRADE INTO THE
 GP0158'LOWER VALLEY, 0.8 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING
 GP0158'WEST TO THE LOWER MOENKOPI DAM SITE, AND 60 FEET NORTHWEST OF THE
 GP0158'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED S 50 1934 AND SET IN
 GP0158'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0405 ***********************************************************************
 FP0405  DESIGNATION -  S 500
 FP0405  PID         -  FP0405
 FP0405  STATE/COUNTY-  AZ/APACHE
 FP0405  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0405
 FP0405                         *CURRENT SURVEY CONTROL
 FP0405  ___________________________________________________________________
 FP0405* NAD 83(1986)-  35 06 18.     (N)    109 36 36.     (W)     SCALED    
 FP0405* NAVD 88     -      1735.485  (meters)    5693.84   (feet)  ADJUSTED  
 FP0405  ___________________________________________________________________
 FP0405  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FP0405  DYNAMIC HT  -        1733.065 (meters)    5685.90  (feet)  COMP
 FP0405  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 FP0405
 FP0405  VERT ORDER  -  FIRST     CLASS II
 FP0405
 FP0405.The horizontal coordinates were scaled from a topographic map and have
 FP0405.an estimated accuracy of +/- 6 seconds.
 FP0405
 FP0405.The orthometric height was determined by differential leveling
 FP0405.and adjusted in June 1991.
 FP0405
 FP0405.The geoid height was determined by GEOID03.
 FP0405
 FP0405.The dynamic height is computed by dividing the NAVD 88
 FP0405.geopotential number by the normal gravity value computed on the
 FP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0405.degrees latitude (g = 980.6199 gals.).
 FP0405
 FP0405.The modeled gravity was interpolated from observed gravity values.
 FP0405
 FP0405;                    North         East    Units  Estimated Accuracy
 FP0405;SPC AZ E     -   455,360.      264,110.      MT  (+/- 180 meters Scaled)
 FP0405
 FP0405                          SUPERSEDED SURVEY CONTROL
 FP0405
 FP0405.No superseded survey control is available for this station.
 FP0405
 FP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD266855(NAD 83)
 FP0405_MARKER: DB = BENCH MARK DISK
 FP0405_SETTING: 66 = SET IN ROCK OUTCROP
 FP0405_SP_SET: ROCK OUTCROP
 FP0405_STAMPING: S 500 1983
 FP0405_MARK LOGO: NGS   
 FP0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0405+STABILITY: POSITION/ELEVATION WELL
 FP0405
 FP0405  HISTORY     - Date     Condition        Report By
 FP0405  HISTORY     - 1983     MONUMENTED       NGS
 FP0405
 FP0405                          STATION DESCRIPTION
 FP0405
 FP0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0405'18.7 KM (11.6 MI) SW FROM CHAMBERS.
 FP0405'18.7 KM (11.6 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0405'JUNCTION WITH U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.3
 FP0405'KM (0.2 MI) SOUTHWEST OF MILEPOST 322, AT THE EASTERN END OF A 35 BY
 FP0405'60 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 42.7 METERS (140.1 FT)
 FP0405'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0405'HIGHWAY AND 11.6 METERS (38.1 FT) NORTHWEST OF A FENCE.
 FP0405'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 FP0405'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0811 ***********************************************************************
 ES0811  DESIGNATION -  S 501
 ES0811  PID         -  ES0811
 ES0811  STATE/COUNTY-  AZ/NAVAJO
 ES0811  USGS QUAD   -  TAYLOR (1970)
 ES0811
 ES0811                         *CURRENT SURVEY CONTROL
 ES0811  ___________________________________________________________________
 ES0811* NAD 83(1986)-  34 28 36.     (N)    110 05 07.     (W)     SCALED    
 ES0811* NAVD 88     -      1721.103  (meters)    5646.65   (feet)  ADJUSTED  
 ES0811  ___________________________________________________________________
 ES0811  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES0811  DYNAMIC HT  -        1718.644 (meters)    5638.58  (feet)  COMP
 ES0811  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 ES0811
 ES0811  VERT ORDER  -  FIRST     CLASS II
 ES0811
 ES0811.The horizontal coordinates were scaled from a topographic map and have
 ES0811.an estimated accuracy of +/- 6 seconds.
 ES0811
 ES0811.The orthometric height was determined by differential leveling
 ES0811.and adjusted in June 1991.
 ES0811
 ES0811.The geoid height was determined by GEOID03.
 ES0811
 ES0811.The dynamic height is computed by dividing the NAVD 88
 ES0811.geopotential number by the normal gravity value computed on the
 ES0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0811.degrees latitude (g = 980.6199 gals.).
 ES0811
 ES0811.The modeled gravity was interpolated from observed gravity values.
 ES0811
 ES0811;                    North         East    Units  Estimated Accuracy
 ES0811;SPC AZ E     -   385,530.      220,840.      MT  (+/- 180 meters Scaled)
 ES0811
 ES0811                          SUPERSEDED SURVEY CONTROL
 ES0811
 ES0811.No superseded survey control is available for this station.
 ES0811
 ES0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD839153(NAD 83)
 ES0811_MARKER: DB = BENCH MARK DISK
 ES0811_SETTING: 66 = SET IN ROCK OUTCROP
 ES0811_SP_SET: ROCK OUTCROP
 ES0811_STAMPING: S 501 1983
 ES0811_MARK LOGO: NGS   
 ES0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0811+STABILITY: POSITION/ELEVATION WELL
 ES0811
 ES0811  HISTORY     - Date     Condition        Report By
 ES0811  HISTORY     - 1983     MONUMENTED       NGS
 ES0811
 ES0811                          STATION DESCRIPTION
 ES0811
 ES0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0811'27.2 KM (16.9 MI) NORTH FROM SHOW LOW.
 ES0811'27.2 KM (16.9 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0811'WITH STATE HIGHWAY 260 IN SHOW LOW, IN THE CENTER OF A 4 BY 6 FT
 ES0811'EXPOSED AREA OF OUTCROPPING BEDROCK AT THE SOUTH END OF A HIGHWAY CUT,
 ES0811'0.8 KM (0.5 MI) SOUTH OF MILEPOST 359, 56.0 METERS (183.7 FT) NORTH OF
 ES0811'A FENCE CORNER, 13.3 METERS (43.6 FT) EAST OF A CENTERLINE OF THE
 ES0811'HIGHWAY AND 2.4 METERS (7.9 FT) WEST OF A FENCE.
 ES0811'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0811'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0832 ***********************************************************************
 ES0832  DESIGNATION -  S 502
 ES0832  PID         -  ES0832
 ES0832  STATE/COUNTY-  AZ/NAVAJO
 ES0832  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0832
 ES0832                         *CURRENT SURVEY CONTROL
 ES0832  ___________________________________________________________________
 ES0832* NAD 83(1986)-  34 13 06.     (N)    110 01 44.     (W)     SCALED    
 ES0832* NAVD 88     -      1968.645  (meters)    6458.80   (feet)  ADJUSTED  
 ES0832  ___________________________________________________________________
 ES0832  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0832  DYNAMIC HT  -        1965.703 (meters)    6449.14  (feet)  COMP
 ES0832  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 ES0832
 ES0832  VERT ORDER  -  FIRST     CLASS II
 ES0832
 ES0832.The horizontal coordinates were scaled from a topographic map and have
 ES0832.an estimated accuracy of +/- 6 seconds.
 ES0832
 ES0832.The orthometric height was determined by differential leveling
 ES0832.and adjusted in June 1991.
 ES0832
 ES0832.The geoid height was determined by GEOID03.
 ES0832
 ES0832.The dynamic height is computed by dividing the NAVD 88
 ES0832.geopotential number by the normal gravity value computed on the
 ES0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0832.degrees latitude (g = 980.6199 gals.).
 ES0832
 ES0832.The modeled gravity was interpolated from observed gravity values.
 ES0832
 ES0832;                    North         East    Units  Estimated Accuracy
 ES0832;SPC AZ E     -   356,880.      226,060.      MT  (+/- 180 meters Scaled)
 ES0832
 ES0832                          SUPERSEDED SURVEY CONTROL
 ES0832
 ES0832.No superseded survey control is available for this station.
 ES0832
 ES0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC894867(NAD 83)
 ES0832_MARKER: DB = BENCH MARK DISK
 ES0832_SETTING: 66 = SET IN ROCK OUTCROP
 ES0832_SP_SET: ROCK OUTCROP
 ES0832_STAMPING: S 502 1983
 ES0832_MARK LOGO: NGS   
 ES0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0832+STABILITY: POSITION/ELEVATION WELL
 ES0832
 ES0832  HISTORY     - Date     Condition        Report By
 ES0832  HISTORY     - 1983     MONUMENTED       NGS
 ES0832
 ES0832                          STATION DESCRIPTION
 ES0832
 ES0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0832'4.2 KM (2.6 MI) SE FROM SHOW LOW.
 ES0832'4.2 KM (2.6 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS
 ES0832'JUNCTION WITH STATE HIGHWAY 77 IN SHOW LOW, 0.5 KM (0.3 MI) SOUTH OF
 ES0832'MILEPOST 344, IN THE CENTER OF A 4 BY 4 FT EXPOSED AREA OF OUTCROPPING
 ES0832'BEDROCK AT THE CENTER OF A SMALL HIGHWAY CUT, 33.5 METERS (109.9 FT)
 ES0832'SOUTH OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING EAST AND 13.0
 ES0832'METERS (42.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 ES0832'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0832'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0526 ***********************************************************************
 FQ0526  DESIGNATION -  S 503
 FQ0526  PID         -  FQ0526
 FQ0526  STATE/COUNTY-  AZ/NAVAJO
 FQ0526  USGS QUAD   -  WINSLOW (1986)
 FQ0526
 FQ0526                         *CURRENT SURVEY CONTROL
 FQ0526  ___________________________________________________________________
 FQ0526* NAD 83(1986)-  35 00 42.     (N)    110 40 11.     (W)     SCALED    
 FQ0526* NAVD 88     -      1479.045  (meters)    4852.50   (feet)  ADJUSTED  
 FQ0526  ___________________________________________________________________
 FQ0526  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FQ0526  DYNAMIC HT  -        1477.090 (meters)    4846.09  (feet)  COMP
 FQ0526  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 FQ0526
 FQ0526  VERT ORDER  -  FIRST     CLASS II
 FQ0526
 FQ0526.The horizontal coordinates were scaled from a topographic map and have
 FQ0526.an estimated accuracy of +/- 6 seconds.
 FQ0526
 FQ0526.The orthometric height was determined by differential leveling
 FQ0526.and adjusted in June 1991.
 FQ0526
 FQ0526.The geoid height was determined by GEOID03.
 FQ0526
 FQ0526.The dynamic height is computed by dividing the NAVD 88
 FQ0526.geopotential number by the normal gravity value computed on the
 FQ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0526.degrees latitude (g = 980.6199 gals.).
 FQ0526
 FQ0526.The modeled gravity was interpolated from observed gravity values.
 FQ0526
 FQ0526;                    North         East    Units  Estimated Accuracy
 FQ0526;SPC AZ E     -   444,980.      167,450.      MT  (+/- 180 meters Scaled)
 FQ0526
 FQ0526                          SUPERSEDED SURVEY CONTROL
 FQ0526
 FQ0526.No superseded survey control is available for this station.
 FQ0526
 FQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD301743(NAD 83)
 FQ0526_MARKER: I = METAL ROD
 FQ0526_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FQ0526+WITH SETTING: INFORMATION.
 FQ0526_SP_SET: SHALLOW SET METAL ROD
 FQ0526_STAMPING: S 503 1983
 FQ0526_MARK LOGO: NGS   
 FQ0526_PROJECTION: FLUSH
 FQ0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0526_ROD/PIPE-DEPTH: 1.2  meters
 FQ0526
 FQ0526  HISTORY     - Date     Condition        Report By
 FQ0526  HISTORY     - 1983     MONUMENTED       NGS
 FQ0526  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0526
 FQ0526                          STATION DESCRIPTION
 FQ0526
 FQ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0526'2.5 KM (1.55 MI) EAST FROM WINSLOW.
 FQ0526'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0526'HIGHWAY 40 FROM ITS JUNCTION WITH WILLIAMSON STREET (1 BLOCK SOUTH OF
 FQ0526'THE POST OFFICE) IN WINSLOW, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST
 FQ0526'255, 29.0 METERS (95.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 FQ0526'NORTHWEST BOUND LANES OF U.S. HIGHWAY 66 AND 1.0 METER (3.3 FT)
 FQ0526'SOUTHEAST OF A UTILITY POLE.  REFUSAL WAS REACHED AT 4.0 FT.
 FQ0526'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FQ0526'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FQ0526'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 FQ0526
 FQ0526                          STATION RECOVERY (2003)
 FQ0526
 FQ0526'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0538 ***********************************************************************
 FQ0538  DESIGNATION -  S 504
 FQ0538  PID         -  FQ0538
 FQ0538  STATE/COUNTY-  AZ/COCONINO
 FQ0538  USGS QUAD   -  BABBITT WASH (1983)
 FQ0538
 FQ0538                         *CURRENT SURVEY CONTROL
 FQ0538  ___________________________________________________________________
 FQ0538* NAD 83(1986)-  35 08 26.     (N)    111 12 59.     (W)     SCALED    
 FQ0538* NAVD 88     -      1744.699  (meters)    5724.07   (feet)  ADJUSTED  
 FQ0538  ___________________________________________________________________
 FQ0538  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0538  DYNAMIC HT  -        1742.333 (meters)    5716.30  (feet)  COMP
 FQ0538  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 FQ0538
 FQ0538  VERT ORDER  -  FIRST     CLASS II
 FQ0538
 FQ0538.The horizontal coordinates were scaled from a topographic map and have
 FQ0538.an estimated accuracy of +/- 6 seconds.
 FQ0538
 FQ0538.The orthometric height was determined by differential leveling
 FQ0538.and adjusted in June 1991.
 FQ0538
 FQ0538.The geoid height was determined by GEOID03.
 FQ0538
 FQ0538.The dynamic height is computed by dividing the NAVD 88
 FQ0538.geopotential number by the normal gravity value computed on the
 FQ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0538.degrees latitude (g = 980.6199 gals.).
 FQ0538
 FQ0538.The modeled gravity was interpolated from observed gravity values.
 FQ0538
 FQ0538;                    North         East    Units  Estimated Accuracy
 FQ0538;SPC AZ C     -   459,390.      277,170.      MT  (+/- 180 meters Scaled)
 FQ0538
 FQ0538                          SUPERSEDED SURVEY CONTROL
 FQ0538
 FQ0538.No superseded survey control is available for this station.
 FQ0538
 FQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD802886(NAD 83)
 FQ0538_MARKER: DB = BENCH MARK DISK
 FQ0538_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0538_SP_SET: ROCK OUTCROP
 FQ0538_STAMPING: S 504 1983
 FQ0538_MARK LOGO: NGS   
 FQ0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0538
 FQ0538  HISTORY     - Date     Condition        Report By
 FQ0538  HISTORY     - 1983     MONUMENTED       NGS
 FQ0538  HISTORY     - 1990     GOOD             USPSQD
 FQ0538
 FQ0538                          STATION DESCRIPTION
 FQ0538
 FQ0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0538'42.7 KM (26.5 MI) EAST FROM FLAGSTAFF.
 FQ0538'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0538'RAILROAD STATION IN FLAGSTAFF, THENCE 29.1 KM (18.05 MI) EASTERLY
 FQ0538'ALONG INTERSTATE HIGHWAY 40, 29.6 METERS (97.1 FT) NORTHEAST OF A
 FQ0538'FENCE, 17.2 METERS (56.4 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST
 FQ0538'BOUND LANES OF THE HIGHWAY AND 9.8 METERS (32.2 FT) SOUTHWEST OF
 FQ0538'MILEPOST 223.
 FQ0538'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FQ0538'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0538
 FQ0538                          STATION RECOVERY (1990)
 FQ0538
 FQ0538'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 FQ0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0468 ***********************************************************************
 GP0468  DESIGNATION -  S 505
 GP0468  PID         -  GP0468
 GP0468  STATE/COUNTY-  AZ/COCONINO
 GP0468  USGS QUAD   -  MOENKOPI (1969)
 GP0468
 GP0468                         *CURRENT SURVEY CONTROL
 GP0468  ___________________________________________________________________
 GP0468* NAD 83(1986)-  36 06 28.     (N)    111 14 43.     (W)     SCALED    
 GP0468* NAVD 88     -      1397.061  (meters)    4583.52   (feet)  ADJUSTED  
 GP0468  ___________________________________________________________________
 GP0468  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0468  DYNAMIC HT  -        1395.335 (meters)    4577.86  (feet)  COMP
 GP0468  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 GP0468
 GP0468  VERT ORDER  -  FIRST     CLASS II
 GP0468
 GP0468.The horizontal coordinates were scaled from a topographic map and have
 GP0468.an estimated accuracy of +/- 6 seconds.
 GP0468
 GP0468.The orthometric height was determined by differential leveling
 GP0468.and adjusted in June 1991.
 GP0468
 GP0468.The geoid height was determined by GEOID03.
 GP0468
 GP0468.The dynamic height is computed by dividing the NAVD 88
 GP0468.geopotential number by the normal gravity value computed on the
 GP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0468.degrees latitude (g = 980.6199 gals.).
 GP0468
 GP0468.The modeled gravity was interpolated from observed gravity values.
 GP0468
 GP0468;                    North         East    Units  Estimated Accuracy
 GP0468;SPC AZ C     -   566,680.      273,810.      MT  (+/- 180 meters Scaled)
 GP0468
 GP0468                          SUPERSEDED SURVEY CONTROL
 GP0468
 GP0468.No superseded survey control is available for this station.
 GP0468
 GP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE779959(NAD 83)
 GP0468_MARKER: I = METAL ROD
 GP0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0468_SP_SET: STAINLESS STEEL ROD
 GP0468_STAMPING: S 505 1983
 GP0468_MARK LOGO: NGS   
 GP0468_PROJECTION: FLUSH
 GP0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0468+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GP0468_ROD/PIPE-DEPTH: 14.3 meters
 GP0468
 GP0468  HISTORY     - Date     Condition        Report By
 GP0468  HISTORY     - 1983     MONUMENTED       NGS
 GP0468  HISTORY     - 20050415 GOOD             NGS
 GP0468
 GP0468                          STATION DESCRIPTION
 GP0468
 GP0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0468'2.2 KM (1.35 MI) SW FROM TUBA CITY.
 GP0468'2.2 KM (1.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0468'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.7 KM (0.45 MI) EAST OF
 GP0468'MILEPOST 320, 0.2 KM (0.1 MI) EAST OF A DIRT ROAD LEADING SOUTH,
 GP0468'103.1 METERS (338.3 FT) WEST OF A FENCE CORNER, 13.7 METERS (44.9 FT)
 GP0468'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.6 METERS (5.2 FT)
 GP0468'NORTHEAST OF UTILITY POLE NUMBER 739 WITH 10 GUY WIRES AND WHERE THE
 GP0468'UTILITY LINE CROSSES THE HIGHWAY.  NOTE=ACCES TO THE DATUM POINT IS
 GP0468'THROUGH A 5-INCH LOGO CAP.
 GP0468'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GP0468'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GP0468
 GP0468                          STATION RECOVERY (2005)
 GP0468
 GP0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0445 ***********************************************************************
 GP0445  DESIGNATION -  S 506
 GP0445  PID         -  GP0445
 GP0445  STATE/COUNTY-  AZ/COCONINO
 GP0445  USGS QUAD   -  TONALEA (1982)
 GP0445
 GP0445                         *CURRENT SURVEY CONTROL
 GP0445  ___________________________________________________________________
 GP0445* NAD 83(1986)-  36 19 23.     (N)    110 56 09.     (W)     SCALED    
 GP0445* NAVD 88     -      1659.428  (meters)    5444.31   (feet)  ADJUSTED  
 GP0445  ___________________________________________________________________
 GP0445  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 GP0445  DYNAMIC HT  -        1657.364 (meters)    5437.54  (feet)  COMP
 GP0445  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 GP0445
 GP0445  VERT ORDER  -  FIRST     CLASS II
 GP0445
 GP0445.The horizontal coordinates were scaled from a topographic map and have
 GP0445.an estimated accuracy of +/- 6 seconds.
 GP0445
 GP0445.The orthometric height was determined by differential leveling
 GP0445.and adjusted in June 1991.
 GP0445
 GP0445.The geoid height was determined by GEOID03.
 GP0445
 GP0445.The dynamic height is computed by dividing the NAVD 88
 GP0445.geopotential number by the normal gravity value computed on the
 GP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0445.degrees latitude (g = 980.6199 gals.).
 GP0445
 GP0445.The modeled gravity was interpolated from observed gravity values.
 GP0445
 GP0445;                    North         East    Units  Estimated Accuracy
 GP0445;SPC AZ C     -   590,800.      301,430.      MT  (+/- 180 meters Scaled)
 GP0445
 GP0445                          SUPERSEDED SURVEY CONTROL
 GP0445
 GP0445.No superseded survey control is available for this station.
 GP0445
 GP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF057197(NAD 83)
 GP0445_MARKER: I = METAL ROD
 GP0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0445_SP_SET: STAINLESS STEEL ROD
 GP0445_STAMPING: S 506 1983
 GP0445_MARK LOGO: NGS   
 GP0445_PROJECTION: FLUSH
 GP0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0445_ROD/PIPE-DEPTH: 19.5 meters
 GP0445
 GP0445  HISTORY     - Date     Condition        Report By
 GP0445  HISTORY     - 1983     MONUMENTED       NGS
 GP0445
 GP0445                          STATION DESCRIPTION
 GP0445
 GP0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0445'36.4 KM (22.6 MI) NE FROM TUBA CITY.
 GP0445'36.4 KM (22.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0445'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.4 KM (0.25 MI)
 GP0445'NORTHEAST OF THE RED LAKE TRADING POST, 0.2 KM (0.1 MI) NORTHEAST OF
 GP0445'MILEPOST 344, 38.6 METERS (126.6 FT) EAST-SOUTHEAST OF THE NORTHEAST
 GP0445'CORNER OF A SMALL HIGHWAY BRIDGE, 30.8 METERS (101.0 FT) SOUTHEAST OF
 GP0445'THE CENTERLINE OF THE HIGHWAY, 28.5 METERS (93.5 FT) NORTHEAST OF A
 GP0445'FENCE CORNER, AND 2.6 METERS (8.5 FT) NORTHWEST OF A UTILITY POLE WITH
 GP0445'ONE GUY WIRE AND WHERE THE UTILITY LINE CROSSES THE HIGHWAY.
 GP0445'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0445'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0445'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0477 ***********************************************************************
 FQ0477  DESIGNATION -  S 508
 FQ0477  PID         -  FQ0477
 FQ0477  STATE/COUNTY-  AZ/COCONINO
 FQ0477  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0477
 FQ0477                         *CURRENT SURVEY CONTROL
 FQ0477  ___________________________________________________________________
 FQ0477* NAD 83(1986)-  35 28 08.     (N)    111 33 32.     (W)     SCALED    
 FQ0477* NAVD 88     -      1922.603  (meters)    6307.74   (feet)  ADJUSTED  
 FQ0477  ___________________________________________________________________
 FQ0477  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FQ0477  DYNAMIC HT  -        1920.027 (meters)    6299.29  (feet)  COMP
 FQ0477  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 FQ0477
 FQ0477  VERT ORDER  -  FIRST     CLASS II
 FQ0477
 FQ0477.The horizontal coordinates were scaled from a topographic map and have
 FQ0477.an estimated accuracy of +/- 6 seconds.
 FQ0477
 FQ0477.The orthometric height was determined by differential leveling
 FQ0477.and adjusted in June 1991.
 FQ0477
 FQ0477.The geoid height was determined by GEOID03.
 FQ0477
 FQ0477.The dynamic height is computed by dividing the NAVD 88
 FQ0477.geopotential number by the normal gravity value computed on the
 FQ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0477.degrees latitude (g = 980.6199 gals.).
 FQ0477
 FQ0477.The modeled gravity was interpolated from observed gravity values.
 FQ0477
 FQ0477;                    North         East    Units  Estimated Accuracy
 FQ0477;SPC AZ C     -   495,650.      245,830.      MT  (+/- 180 meters Scaled)
 FQ0477
 FQ0477                          SUPERSEDED SURVEY CONTROL
 FQ0477
 FQ0477.No superseded survey control is available for this station.
 FQ0477
 FQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE492251(NAD 83)
 FQ0477_MARKER: DB = BENCH MARK DISK
 FQ0477_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0477_SP_SET: ROCK OUTCROP
 FQ0477_STAMPING: S 508 1983
 FQ0477_MARK LOGO: NGS   
 FQ0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0477+STABILITY: POSITION/ELEVATION WELL
 FQ0477
 FQ0477  HISTORY     - Date     Condition        Report By
 FQ0477  HISTORY     - 1983     MONUMENTED       NGS
 FQ0477
 FQ0477                          STATION DESCRIPTION
 FQ0477
 FQ0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0477'40.6 KM (25.2 MI) NORTH FROM FLAGSTAFF.
 FQ0477'40.6 KM (25.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0477'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A LOW MASSIVE
 FQ0477'PORTION OF VOLCANIC OUTCROP IN A CUT, 0.5 KM (0.3 MI) NORTH OF
 FQ0477'MILEPOST 437, 17.3 METERS (57 FT) WEST OF THE HIGHWAY CENTERLINE, 3.6
 FQ0477'METERS (12 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0477'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0477'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0022 ***********************************************************************
 GQ0022  DESIGNATION -  S 51
 GQ0022  PID         -  GQ0022
 GQ0022  STATE/COUNTY-  AZ/COCONINO
 GQ0022  USGS QUAD   -  JACOB LAKE (1988)
 GQ0022
 GQ0022                         *CURRENT SURVEY CONTROL
 GQ0022  ___________________________________________________________________
 GQ0022* NAD 83(1986)-  36 43 31.     (N)    112 11 56.     (W)     SCALED    
 GQ0022* NAVD 88     -      2359.172  (meters)    7740.05   (feet)  POSTED    
 GQ0022  ___________________________________________________________________
 GQ0022  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 GQ0022  DYNAMIC HT  -        2356.070 (meters)    7729.87  (feet)  COMP
 GQ0022  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 GQ0022
 GQ0022  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0022
 GQ0022.The horizontal coordinates were scaled from a topographic map and have
 GQ0022.an estimated accuracy of +/- 6 seconds.
 GQ0022
 GQ0022.The orthometric height was determined by differential leveling
 GQ0022.and adjusted by the  in 1992.
 GQ0022.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0022.rate of 0.0 thru 1.0 mm/km.
 GQ0022
 GQ0022.The geoid height was determined by GEOID03.
 GQ0022
 GQ0022.The dynamic height is computed by dividing the NAVD 88
 GQ0022.geopotential number by the normal gravity value computed on the
 GQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0022.degrees latitude (g = 980.6199 gals.).
 GQ0022
 GQ0022.The modeled gravity was interpolated from observed gravity values.
 GQ0022
 GQ0022;                    North         East    Units  Estimated Accuracy
 GQ0022;SPC AZ C     -   635,020.      188,150.      MT  (+/- 180 meters Scaled)
 GQ0022
 GQ0022                          SUPERSEDED SURVEY CONTROL
 GQ0022
 GQ0022  NGVD 29 (??/??/92) 2357.978  (m)         7736.13   (f) ADJ UNCH    1 2
 GQ0022
 GQ0022.Superseded values are not recommended for survey control.
 GQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0022.See file dsdata.txt to determine how the superseded data were derived.
 GQ0022
 GQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF929650(NAD 83)
 GQ0022_MARKER: DB = BENCH MARK DISK
 GQ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0022_STAMPING: S 51 1934
 GQ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0022+STABILITY: SURFACE MOTION
 GQ0022
 GQ0022  HISTORY     - Date     Condition        Report By
 GQ0022  HISTORY     - 1934     MONUMENTED       CGS
 GQ0022
 GQ0022                          STATION DESCRIPTION
 GQ0022
 GQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0022'1.4 MI E FROM JACOB LAKE.
 GQ0022'1.4 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT JACOB
 GQ0022'LAKE, COCONINO COUNTY, 200 YARDS EAST OF A CANYON HEAD, 65 YARDS SOUTH
 GQ0022'OF THE EDGE OF THE CANYON, AND 28 FEET WEST OF THE CENTERLINE OF THE
 GQ0022'HIGHWAY.  A STANDARD DISK, STAMPED S 51 1934 AND SET IN THE TOP OF A
 GQ0022'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0344 ***********************************************************************
 GP0344  DESIGNATION -  S 510
 GP0344  PID         -  GP0344
 GP0344  STATE/COUNTY-  AZ/COCONINO
 GP0344  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0344
 GP0344                         *CURRENT SURVEY CONTROL
 GP0344  ___________________________________________________________________
 GP0344* NAD 83(1986)-  36 04 33.     (N)    111 23 33.     (W)     SCALED    
 GP0344* NAVD 88     -      1358.271  (meters)    4456.26   (feet)  ADJUSTED  
 GP0344  ___________________________________________________________________
 GP0344  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 GP0344  DYNAMIC HT  -        1356.613 (meters)    4450.82  (feet)  COMP
 GP0344  MODELED GRAV-     979,365.2   (mgal)                       NAVD 88
 GP0344
 GP0344  VERT ORDER  -  FIRST     CLASS II
 GP0344
 GP0344.The horizontal coordinates were scaled from a topographic map and have
 GP0344.an estimated accuracy of +/- 6 seconds.
 GP0344
 GP0344.The orthometric height was determined by differential leveling
 GP0344.and adjusted in June 1991.
 GP0344
 GP0344.The geoid height was determined by GEOID03.
 GP0344
 GP0344.The dynamic height is computed by dividing the NAVD 88
 GP0344.geopotential number by the normal gravity value computed on the
 GP0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0344.degrees latitude (g = 980.6199 gals.).
 GP0344
 GP0344.The modeled gravity was interpolated from observed gravity values.
 GP0344
 GP0344;                    North         East    Units  Estimated Accuracy
 GP0344;SPC AZ C     -   563,050.      260,570.      MT  (+/- 180 meters Scaled)
 GP0344
 GP0344                          SUPERSEDED SURVEY CONTROL
 GP0344
 GP0344.No superseded survey control is available for this station.
 GP0344
 GP0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE646924(NAD 83)
 GP0344_MARKER: DB = BENCH MARK DISK
 GP0344_SETTING: 66 = SET IN ROCK OUTCROP
 GP0344_SP_SET: ROCK OUTCROP
 GP0344_STAMPING: S 510 1983
 GP0344_MARK LOGO: NGS   
 GP0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0344+STABILITY: POSITION/ELEVATION WELL
 GP0344
 GP0344  HISTORY     - Date     Condition        Report By
 GP0344  HISTORY     - 1983     MONUMENTED       NGS
 GP0344
 GP0344                          STATION DESCRIPTION
 GP0344
 GP0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0344'22.7 KM (14.1 MI) NORTH FROM CAMERON.
 GP0344'22.7 KM (14.1 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0344'CAMERON, IN TOP OF A 15 BY 20 FOOT SANDSTONE OUTCROP PROJECTING 3 FEET
 GP0344'ABOVE THE SURFACE OF THE GROUND, 0.2 KM (0.1 MI) NORTHWEST OF A BOX
 GP0344'CULVERT WITH GUARD RAILS, 0.2 KM (0.1 MI) SOUTHWEST OF THE T JUNCTION
 GP0344'OF STATE HIGHWAY 160 LEADING EAST, 54.8 METERS (180 FT) WEST OF THE
 GP0344'HIGHWAY CENTERLINE, 9.1 METERS (30 FT) EAST OF THE RIGHT OF WAY FENCE.
 GP0344'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0344'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0486 ***********************************************************************
 FQ0486  DESIGNATION -  S 511
 FQ0486  PID         -  FQ0486
 FQ0486  STATE/COUNTY-  AZ/COCONINO
 FQ0486  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0486
 FQ0486                         *CURRENT SURVEY CONTROL
 FQ0486  ___________________________________________________________________
 FQ0486* NAD 83(1986)-  35 36 34.     (N)    111 31 29.     (W)     SCALED    
 FQ0486* NAVD 88     -      1677.173  (meters)    5502.53   (feet)  ADJUSTED  
 FQ0486  ___________________________________________________________________
 FQ0486  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FQ0486  DYNAMIC HT  -        1674.973 (meters)    5495.31  (feet)  COMP
 FQ0486  MODELED GRAV-     979,262.7   (mgal)                       NAVD 88
 FQ0486
 FQ0486  VERT ORDER  -  FIRST     CLASS II
 FQ0486
 FQ0486.The horizontal coordinates were scaled from a topographic map and have
 FQ0486.an estimated accuracy of +/- 6 seconds.
 FQ0486
 FQ0486.The orthometric height was determined by differential leveling
 FQ0486.and adjusted in June 1991.
 FQ0486
 FQ0486.The geoid height was determined by GEOID03.
 FQ0486
 FQ0486.The dynamic height is computed by dividing the NAVD 88
 FQ0486.geopotential number by the normal gravity value computed on the
 FQ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0486.degrees latitude (g = 980.6199 gals.).
 FQ0486
 FQ0486.The modeled gravity was interpolated from observed gravity values.
 FQ0486
 FQ0486;                    North         East    Units  Estimated Accuracy
 FQ0486;SPC AZ C     -   511,250.      248,870.      MT  (+/- 180 meters Scaled)
 FQ0486
 FQ0486                          SUPERSEDED SURVEY CONTROL
 FQ0486
 FQ0486.No superseded survey control is available for this station.
 FQ0486
 FQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE524407(NAD 83)
 FQ0486_MARKER: DB = BENCH MARK DISK
 FQ0486_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0486_SP_SET: ROCK OUTCROP
 FQ0486_STAMPING: S 511 1983
 FQ0486_MARK LOGO: NGS   
 FQ0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0486+STABILITY: POSITION/ELEVATION WELL
 FQ0486
 FQ0486  HISTORY     - Date     Condition        Report By
 FQ0486  HISTORY     - 1983     MONUMENTED       NGS
 FQ0486
 FQ0486                          STATION DESCRIPTION
 FQ0486
 FQ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0486'31.5 KM (19.6 MI) SOUTH FROM CAMERON.
 FQ0486'31.5 KM (19.6 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0486'CAMERON, IN TOP OF A VOLCANIC OUTCROP PROJECTING 1 FOOT FROM THE
 FQ0486'EXTREAM SOUTH END OF A CUT, 0.3 KM (0.2 MI) NORTH OF MILEPOST 447, 9.1
 FQ0486'METERS (30 FT) WEST OF THE HIGHWAY CENTERLINE, 14.3 METERS (47 FT)
 FQ0486'EAST OF THE RIGHT OF WAY FENCE.
 FQ0486'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0486'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0418 ***********************************************************************
 GP0418  DESIGNATION -  S 512
 GP0418  PID         -  GP0418
 GP0418  STATE/COUNTY-  AZ/NAVAJO
 GP0418  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0418
 GP0418                         *CURRENT SURVEY CONTROL
 GP0418  ___________________________________________________________________
 GP0418* NAD 83(1986)-  36 33 48.     (N)    110 29 48.     (W)     SCALED    
 GP0418* NAVD 88     -      2023.029  (meters)    6637.22   (feet)  ADJUSTED  
 GP0418  ___________________________________________________________________
 GP0418  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 GP0418  DYNAMIC HT  -        2020.440 (meters)    6628.73  (feet)  COMP
 GP0418  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 GP0418
 GP0418  VERT ORDER  -  FIRST     CLASS II
 GP0418
 GP0418.The horizontal coordinates were scaled from a topographic map and have
 GP0418.an estimated accuracy of +/- 6 seconds.
 GP0418
 GP0418.The orthometric height was determined by differential leveling
 GP0418.and adjusted in June 1991.
 GP0418
 GP0418.The geoid height was determined by GEOID03.
 GP0418
 GP0418.The dynamic height is computed by dividing the NAVD 88
 GP0418.geopotential number by the normal gravity value computed on the
 GP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0418.degrees latitude (g = 980.6199 gals.).
 GP0418
 GP0418.The modeled gravity was interpolated from observed gravity values.
 GP0418
 GP0418;                    North         East    Units  Estimated Accuracy
 GP0418;SPC AZ E     -   617,070.      183,820.      MT  (+/- 180 meters Scaled)
 GP0418
 GP0418                          SUPERSEDED SURVEY CONTROL
 GP0418
 GP0418.No superseded survey control is available for this station.
 GP0418
 GP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF450465(NAD 83)
 GP0418_MARKER: I = METAL ROD
 GP0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0418_SP_SET: STAINLESS STEEL ROD
 GP0418_STAMPING: S 512 1983
 GP0418_MARK LOGO: NGS   
 GP0418_PROJECTION: FLUSH
 GP0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0418_ROD/PIPE-DEPTH: 10.1 meters
 GP0418
 GP0418  HISTORY     - Date     Condition        Report By
 GP0418  HISTORY     - 1983     MONUMENTED       NGS
 GP0418
 GP0418                          STATION DESCRIPTION
 GP0418
 GP0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0418'30.0 KM (18.65 MI) SW FROM KAYENTA.
 GP0418'30.0 KM (18.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0418'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.6 KM (0.35 MI) SOUTHWEST
 GP0418'OF MILEPOST 375, 0.5 KM (0.3 MI) NORTHEAST OF STATE HIGHWAY 564,
 GP0418'29.6 METERS (97.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0418'29.4 METERS (96.5 FT) EAST OF THE SOUTHEAST EDGE OF A 24-INCH
 GP0418'GALVANIZED PIPE, 10.1 METERS (33.1 FT) NORTHEAST OF A DOUBLE BRACED
 GP0418'FENCE POST, AND 5.8 METERS (19.0 FT) SOUTH OF AN 18-INCH CEDAR TREE.
 GP0418'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0418'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 GP0418'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0395 ***********************************************************************
 GP0395  DESIGNATION -  S 513
 GP0395  PID         -  GP0395
 GP0395  STATE/COUNTY-  AZ/NAVAJO
 GP0395  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0395
 GP0395                         *CURRENT SURVEY CONTROL
 GP0395  ___________________________________________________________________
 GP0395* NAD 83(1986)-  36 49 40.     (N)    110 14 28.     (W)     SCALED    
 GP0395* NAVD 88     -      1690.258  (meters)    5545.45   (feet)  ADJUSTED  
 GP0395  ___________________________________________________________________
 GP0395  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GP0395  DYNAMIC HT  -        1688.249 (meters)    5538.86  (feet)  COMP
 GP0395  MODELED GRAV-     979,382.8   (mgal)                       NAVD 88
 GP0395
 GP0395  VERT ORDER  -  FIRST     CLASS II
 GP0395
 GP0395.The horizontal coordinates were scaled from a topographic map and have
 GP0395.an estimated accuracy of +/- 6 seconds.
 GP0395
 GP0395.The orthometric height was determined by differential leveling
 GP0395.and adjusted in June 1991.
 GP0395
 GP0395.The geoid height was determined by GEOID03.
 GP0395
 GP0395.The dynamic height is computed by dividing the NAVD 88
 GP0395.geopotential number by the normal gravity value computed on the
 GP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0395.degrees latitude (g = 980.6199 gals.).
 GP0395
 GP0395.The modeled gravity was interpolated from observed gravity values.
 GP0395
 GP0395;                    North         East    Units  Estimated Accuracy
 GP0395;SPC AZ E     -   646,360.      206,720.      MT  (+/- 180 meters Scaled)
 GP0395
 GP0395                          SUPERSEDED SURVEY CONTROL
 GP0395
 GP0395.No superseded survey control is available for this station.
 GP0395
 GP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF676760(NAD 83)
 GP0395_MARKER: I = METAL ROD
 GP0395_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0395+WITH SETTING: INFORMATION.
 GP0395_SP_SET: SHALLOW SET METAL ROD
 GP0395_STAMPING: S 513 1983
 GP0395_MARK LOGO: NGS   
 GP0395_PROJECTION: FLUSH
 GP0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0395_ROD/PIPE-DEPTH: 2.4  meters
 GP0395
 GP0395  HISTORY     - Date     Condition        Report By
 GP0395  HISTORY     - 1983     MONUMENTED       NGS
 GP0395
 GP0395                          STATION DESCRIPTION
 GP0395
 GP0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0395'15.0 KM (9.3 MI) NE FROM KAYENTA.
 GP0395'15.0 KM (9.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0395'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 0.3 KM (0.2 MI) SOUTHEAST
 GP0395'OF MILEPOST 403, 22.5 METERS (73.8 FT) SOUTHWEST OF THE CENTERLINE OF
 GP0395'THE HIGHWAY, AND 14.3 METERS (46.9 FT) SOUTHEAST OF A DOUBLE BRACED
 GP0395'FENCE POST.  NOTE=REFUSAL WAS REACHED AT 8.0 FEET.  ACCESS TO THE
 GP0395'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0395'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 GP0395'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2508 ***********************************************************************
 CZ2508  DESIGNATION -  S 516
 CZ2508  PID         -  CZ2508
 CZ2508  STATE/COUNTY-  AZ/PINAL
 CZ2508  USGS QUAD   -  ELOY NORTH (1992)
 CZ2508
 CZ2508                         *CURRENT SURVEY CONTROL
 CZ2508  ___________________________________________________________________
 CZ2508* NAD 83(1986)-  32 46 31.     (N)    111 35 36.     (W)     SCALED    
 CZ2508* NAVD 88     -       465.522  (meters)    1527.30   (feet)  ADJUSTED  
 CZ2508  ___________________________________________________________________
 CZ2508  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ2508  DYNAMIC HT  -         464.939 (meters)    1525.39  (feet)  COMP
 CZ2508  MODELED GRAV-     979,371.3   (mgal)                       NAVD 88
 CZ2508
 CZ2508  VERT ORDER  -  FIRST     CLASS II
 CZ2508
 CZ2508.The horizontal coordinates were scaled from a topographic map and have
 CZ2508.an estimated accuracy of +/- 6 seconds.
 CZ2508
 CZ2508.The orthometric height was determined by differential leveling
 CZ2508.and adjusted in November 1993.
 CZ2508
 CZ2508.The geoid height was determined by GEOID03.
 CZ2508
 CZ2508.The dynamic height is computed by dividing the NAVD 88
 CZ2508.geopotential number by the normal gravity value computed on the
 CZ2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2508.degrees latitude (g = 980.6199 gals.).
 CZ2508
 CZ2508.The modeled gravity was interpolated from observed gravity values.
 CZ2508
 CZ2508;                    North         East    Units  Estimated Accuracy
 CZ2508;SPC AZ C     -   196,880.      243,650.      MT  (+/- 180 meters Scaled)
 CZ2508
 CZ2508                          SUPERSEDED SURVEY CONTROL
 CZ2508
 CZ2508.No superseded survey control is available for this station.
 CZ2508
 CZ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB444265(NAD 83)
 CZ2508_MARKER: I = METAL ROD
 CZ2508_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2508_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2508_STAMPING: S 516 1991
 CZ2508_MARK LOGO: NGS   
 CZ2508_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ2508_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2508+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ2508_ROD/PIPE-DEPTH: 7.0  meters
 CZ2508_SLEEVE-DEPTH  : 0.9 meters
 CZ2508
 CZ2508  HISTORY     - Date     Condition        Report By
 CZ2508  HISTORY     - 1991     MONUMENTED       NGS
 CZ2508  HISTORY     - 20031130 GOOD             NGS
 CZ2508  HISTORY     - 20070311 GOOD             GEOCAC
 CZ2508
 CZ2508                          STATION DESCRIPTION
 CZ2508
 CZ2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CZ2508'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2508'ELOY, THENCE 4.5 KM (2.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ2508'28.7 M (94.2 FT) SOUTH-SOUTHEAST OF A UTILITY PEDESTAL AND AN
 CZ2508'UNDERGROUND CABLE WARNING SIGN, 27.7 M (90.9 FT) SOUTHWEST OF THE
 CZ2508'HIGHWAY CENTERLINE, 14.3 M (46.9 FT) NORTHEAST OF THE NEAR RAIL OF
 CZ2508'THE SOUTHERN PACIFIC RAILROAD, 1.1 M (3.6 FT) NORTHWEST OF BENCH MARK
 CZ2508'A 279, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3
 CZ2508'FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 CZ2508'THROUGH A 5-INCH LOGO CAP.
 CZ2508
 CZ2508                          STATION RECOVERY (2003)
 CZ2508
 CZ2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ2508'NOW THE UNION PACIFIC RR.  STATION AT MILEPOST 189.9 OF AZ 84 = JIMMIE
 CZ2508'KERR BLVD.  STATION IS ADJACENT TO USGS BM STAMPED 'A 279 1952', WHICH
 CZ2508'IS SET ON AN EXPOSED CONCRETE POST.
 CZ2508
 CZ2508                          STATION RECOVERY (2007)
 CZ2508
 CZ2508'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2309 ***********************************************************************
 DU2309  DESIGNATION -  S 517
 DU2309  PID         -  DU2309
 DU2309  STATE/COUNTY-  AZ/MARICOPA
 DU2309  USGS QUAD   -  BUCKHORN (1982)
 DU2309
 DU2309                         *CURRENT SURVEY CONTROL
 DU2309  ___________________________________________________________________
 DU2309* NAD 83(1986)-  33 27 07.     (N)    111 42 23.     (W)     SCALED    
 DU2309* NAVD 88     -       438.654  (meters)    1439.15   (feet)  ADJUSTED  
 DU2309  ___________________________________________________________________
 DU2309  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU2309  DYNAMIC HT  -         438.134 (meters)    1437.44  (feet)  COMP
 DU2309  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 DU2309
 DU2309  VERT ORDER  -  FIRST     CLASS II
 DU2309
 DU2309.The horizontal coordinates were scaled from a topographic map and have
 DU2309.an estimated accuracy of +/- 6 seconds.
 DU2309
 DU2309.The orthometric height was determined by differential leveling
 DU2309.and adjusted in November 1993.
 DU2309
 DU2309.The geoid height was determined by GEOID03.
 DU2309
 DU2309.The dynamic height is computed by dividing the NAVD 88
 DU2309.geopotential number by the normal gravity value computed on the
 DU2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2309.degrees latitude (g = 980.6199 gals.).
 DU2309
 DU2309.The modeled gravity was interpolated from observed gravity values.
 DU2309
 DU2309;                    North         East    Units  Estimated Accuracy
 DU2309;SPC AZ C     -   271,890.      232,910.      MT  (+/- 180 meters Scaled)
 DU2309
 DU2309                          SUPERSEDED SURVEY CONTROL
 DU2309
 DU2309.No superseded survey control is available for this station.
 DU2309
 DU2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC343016(NAD 83)
 DU2309_MARKER: I = METAL ROD
 DU2309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2309_SP_SET: STAINLESS STEEL ROD
 DU2309_STAMPING: S 517 1992
 DU2309_MARK LOGO: NGS   
 DU2309_PROJECTION: RECESSED 2 CENTIMETERS
 DU2309_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2309+STABILITY: POSITION/ELEVATION WELL
 DU2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2309+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU2309_ROD/PIPE-DEPTH: 4.6  meters
 DU2309
 DU2309  HISTORY     - Date     Condition        Report By
 DU2309  HISTORY     - 1992     MONUMENTED       NGS
 DU2309  HISTORY     - 20061227 GOOD             GEOCAC
 DU2309
 DU2309                          STATION DESCRIPTION
 DU2309
 DU2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2309'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2309'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2309'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, THENCE 2.8 KM
 DU2309'(1.75 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, 0.5 KM (0.30 MI) WEST
 DU2309'OF THE INTERSECTION OF NORTH RECKER ROAD, 24.3 M (79.7 FT) NORTH OF
 DU2309'THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 17.4 M (57.1 FT)
 DU2309'WEST OF THE WEST CURB OF A PARKING LOT, 5.4 M (17.7 FT) SOUTH OF THE
 DU2309'SOUTH FACE OF THE ROGERS CORPORATION BUILDING, 0.8 M (2.6 FT)
 DU2309'NORTHEAST OF THE SOUTHEAST CORNER OF THE FOOTING FOR A FLAG POLE, AND
 DU2309'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 DU2309'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2309
 DU2309                          STATION RECOVERY (2006)
 DU2309
 DU2309'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2334 ***********************************************************************
 DU2334  DESIGNATION -  S 518
 DU2334  PID         -  DU2334
 DU2334  STATE/COUNTY-  AZ/MARICOPA
 DU2334  USGS QUAD   -  TEMPE (1982)
 DU2334
 DU2334                         *CURRENT SURVEY CONTROL
 DU2334  ___________________________________________________________________
 DU2334* NAD 83(1986)-  33 24 34.     (N)    111 55 58.     (W)     SCALED    
 DU2334* NAVD 88     -       356.347  (meters)    1169.12   (feet)  ADJUSTED  
 DU2334  ___________________________________________________________________
 DU2334  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2334  DYNAMIC HT  -         355.936 (meters)    1167.77  (feet)  COMP
 DU2334  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DU2334
 DU2334  VERT ORDER  -  FIRST     CLASS II
 DU2334
 DU2334.The horizontal coordinates were scaled from a topographic map and have
 DU2334.an estimated accuracy of +/- 6 seconds.
 DU2334
 DU2334.The orthometric height was determined by differential leveling
 DU2334.and adjusted in November 1993.
 DU2334
 DU2334.The geoid height was determined by GEOID03.
 DU2334
 DU2334.The dynamic height is computed by dividing the NAVD 88
 DU2334.geopotential number by the normal gravity value computed on the
 DU2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2334.degrees latitude (g = 980.6199 gals.).
 DU2334
 DU2334.The modeled gravity was interpolated from observed gravity values.
 DU2334
 DU2334;                    North         East    Units  Estimated Accuracy
 DU2334;SPC AZ C     -   267,160.      211,860.      MT  (+/- 180 meters Scaled)
 DU2334
 DU2334                          SUPERSEDED SURVEY CONTROL
 DU2334
 DU2334.No superseded survey control is available for this station.
 DU2334
 DU2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB132970(NAD 83)
 DU2334_MARKER: I = METAL ROD
 DU2334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2334_SP_SET: STAINLESS STEEL ROD
 DU2334_STAMPING: S 518 1992
 DU2334_MARK LOGO: NGS   
 DU2334_PROJECTION: FLUSH
 DU2334_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2334+STABILITY: POSITION/ELEVATION WELL
 DU2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2334+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 DU2334_ROD/PIPE-DEPTH: 4.8  meters
 DU2334
 DU2334  HISTORY     - Date     Condition        Report By
 DU2334  HISTORY     - 1992     MONUMENTED       NGS
 DU2334  HISTORY     - 20060814 GOOD             GEOCAC
 DU2334  HISTORY     - 20070928 GOOD             GEOCAC
 DU2334
 DU2334                          STATION DESCRIPTION
 DU2334
 DU2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2334'IN TEMPE, AT THE INTERSECTION OF EAST ENCANTO AND SOUTH ELCAMINO
 DU2334'DRIVE, NEAR THE SOUTH SIDE OF A GRASSY CIRCLE AT THE SOUTH ENTRANCE
 DU2334'TO THE DALEY PARK BASEBALL FIELD, 90.8 M (297.9 FT) EAST OF THE
 DU2334'CENTERLINE OF ELCAMINO, 25.0 M (82.0 FT) NORTH OF AND LEVEL WITH THE
 DU2334'CENTERLINE OF ENCANTO, 11.4 M (37.4 FT) WEST OF THE CENTER OF THE
 DU2334'PARK EXIT ROAD, 8.1 M (26.6 FT) EAST OF THE CENTER OF THE PARK
 DU2334'ENTRANCE ROAD, 1.2 M (3.9 FT) NORTH OF THE SOUTH CURB OF THE CIRCLE,
 DU2334'AND 0.7 M (2.3 FT) WEST OF THE WEST LEG OF A SIGN (DALEY PARK
 DU2334'REGULATIONS).  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DU2334'LOGO CAP.
 DU2334
 DU2334                          STATION RECOVERY (2006)
 DU2334
 DU2334'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2334'RECOVERED IN GOOD CONDITION.
 DU2334
 DU2334                          STATION RECOVERY (2007)
 DU2334
 DU2334'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2334'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU2334'COORDINATES
 DU2334'33 24 34.3 (N)   111 55 58.3 (W)  (NAD 83).
 DU2334' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2306 ***********************************************************************
 DV2306  DESIGNATION -  S 519
 DV2306  PID         -  DV2306
 DV2306  STATE/COUNTY-  AZ/MARICOPA
 DV2306  USGS QUAD   -  FOWLER (1982)
 DV2306
 DV2306                         *CURRENT SURVEY CONTROL
 DV2306  ___________________________________________________________________
 DV2306* NAD 83(1986)-  33 24 30.     (N)    112 13 16.     (W)     SCALED    
 DV2306* NAVD 88     -       304.491  (meters)     998.98   (feet)  ADJUSTED  
 DV2306  ___________________________________________________________________
 DV2306  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV2306  DYNAMIC HT  -         304.139 (meters)     997.83  (feet)  COMP
 DV2306  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DV2306
 DV2306  VERT ORDER  -  FIRST     CLASS II
 DV2306
 DV2306.The horizontal coordinates were scaled from a topographic map and have
 DV2306.an estimated accuracy of +/- 6 seconds.
 DV2306
 DV2306.The orthometric height was determined by differential leveling
 DV2306.and adjusted in November 1993.
 DV2306
 DV2306.The geoid height was determined by GEOID03.
 DV2306
 DV2306.The dynamic height is computed by dividing the NAVD 88
 DV2306.geopotential number by the normal gravity value computed on the
 DV2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2306.degrees latitude (g = 980.6199 gals.).
 DV2306
 DV2306.The modeled gravity was interpolated from observed gravity values.
 DV2306
 DV2306;                    North         East    Units  Estimated Accuracy
 DV2306;SPC AZ C     -   267,080.      185,040.      MT  (+/- 180 meters Scaled)
 DV2306
 DV2306                          SUPERSEDED SURVEY CONTROL
 DV2306
 DV2306.No superseded survey control is available for this station.
 DV2306
 DV2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB864972(NAD 83)
 DV2306_MARKER: DV = VERTICAL CONTROL DISK
 DV2306_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2306_SP_SET: FOOTING
 DV2306_STAMPING: S 519 1992
 DV2306_MARK LOGO: NGS   
 DV2306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2306+STABILITY: POSITION/ELEVATION WELL
 DV2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2306+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2306
 DV2306  HISTORY     - Date     Condition        Report By
 DV2306  HISTORY     - 1992     MONUMENTED       NGS
 DV2306  HISTORY     - 20060810 GOOD             GEOCAC
 DV2306
 DV2306                          STATION DESCRIPTION
 DV2306
 DV2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2306'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2306'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2306'91ST AVENUE, THENCE 3.2 KM (2.00 MI) EASTERLY ALONG WEST BROADWAY
 DV2306'ROAD, NEAR THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2306'TOWER NUMBER 22, 21.2 M (69.6 FT) EAST OF THE CENTER OF SOUTH 75TH
 DV2306'AVENUE, 13.7 M (44.9 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, AND
 DV2306'0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
 DV2306
 DV2306                          STATION RECOVERY (2006)
 DV2306
 DV2306'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0665 ***********************************************************************
 FS0665  DESIGNATION -  S 52
 FS0665  PID         -  FS0665
 FS0665  STATE/COUNTY-  AZ/MOHAVE
 FS0665  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0665
 FS0665                         *CURRENT SURVEY CONTROL
 FS0665  ___________________________________________________________________
 FS0665* NAD 83(1986)-  35 29 16.     (N)    114 35 07.     (W)     SCALED    
 FS0665* NAVD 88     -       462.452  (meters)    1517.23   (feet)  POSTED    
 FS0665  ___________________________________________________________________
 FS0665  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FS0665  DYNAMIC HT  -         461.970 (meters)    1515.65  (feet)  COMP
 FS0665  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FS0665
 FS0665  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0665
 FS0665.The horizontal coordinates were scaled from a topographic map and have
 FS0665.an estimated accuracy of +/- 6 seconds.
 FS0665
 FS0665.The orthometric height was determined by differential leveling
 FS0665.and adjusted by the  in 1992.
 FS0665.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0665.rate of 0.0 thru 1.0 mm/km.
 FS0665
 FS0665.The geoid height was determined by GEOID03.
 FS0665
 FS0665.The dynamic height is computed by dividing the NAVD 88
 FS0665.geopotential number by the normal gravity value computed on the
 FS0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0665.degrees latitude (g = 980.6199 gals.).
 FS0665
 FS0665.The modeled gravity was interpolated from observed gravity values.
 FS0665
 FS0665;                    North         East    Units  Estimated Accuracy
 FS0665;SPC AZ W     -   498,020.      137,570.      MT  (+/- 180 meters Scaled)
 FS0665
 FS0665                          SUPERSEDED SURVEY CONTROL
 FS0665
 FS0665  NGVD 29 (??/??/92)  461.725  (m)         1514.84   (f) ADJ UNCH    1 2
 FS0665
 FS0665.Superseded values are not recommended for survey control.
 FS0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0665.See file dsdata.txt to determine how the superseded data were derived.
 FS0665
 FS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV190298(NAD 83)
 FS0665_MARKER: DB = BENCH MARK DISK
 FS0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0665_STAMPING: S 52 1934
 FS0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0665+STABILITY: SURFACE MOTION
 FS0665
 FS0665  HISTORY     - Date     Condition        Report By
 FS0665  HISTORY     - 1934     MONUMENTED       CGS
 FS0665  HISTORY     - 1950     GOOD             NGS
 FS0665
 FS0665                          STATION DESCRIPTION
 FS0665
 FS0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0665'23.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0665'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0665'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 15.9 MILES WEST
 FS0665'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ABOUT
 FS0665'58 YARDS SOUTHWEST OF THE APPROXIMATE CENTER OF A SMALL SADDLE,
 FS0665'71 FEET SOUTH OF THE APPROXIMATE CENTER OF A WASH, 15 FEET NORTH OF
 FS0665'THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A WITNESS POST,
 FS0665'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0665'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2331 ***********************************************************************
 DV2331  DESIGNATION -  S 520
 DV2331  PID         -  DV2331
 DV2331  STATE/COUNTY-  AZ/MARICOPA
 DV2331  USGS QUAD   -  BUCKEYE NW (1982)
 DV2331
 DV2331                         *CURRENT SURVEY CONTROL
 DV2331  ___________________________________________________________________
 DV2331* NAD 83(1986)-  33 22 40.     (N)    112 39 37.     (W)     SCALED    
 DV2331* NAVD 88     -       276.550  (meters)     907.31   (feet)  ADJUSTED  
 DV2331  ___________________________________________________________________
 DV2331  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DV2331  DYNAMIC HT  -         276.232 (meters)     906.27  (feet)  COMP
 DV2331  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 DV2331
 DV2331  VERT ORDER  -  FIRST     CLASS II
 DV2331
 DV2331.The horizontal coordinates were scaled from a topographic map and have
 DV2331.an estimated accuracy of +/- 6 seconds.
 DV2331
 DV2331.The orthometric height was determined by differential leveling
 DV2331.and adjusted in November 1993.
 DV2331
 DV2331.The geoid height was determined by GEOID03.
 DV2331
 DV2331.The dynamic height is computed by dividing the NAVD 88
 DV2331.geopotential number by the normal gravity value computed on the
 DV2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2331.degrees latitude (g = 980.6199 gals.).
 DV2331
 DV2331.The modeled gravity was interpolated from observed gravity values.
 DV2331
 DV2331;                    North         East    Units  Estimated Accuracy
 DV2331;SPC AZ C     -   263,890.      144,170.      MT  (+/- 180 meters Scaled)
 DV2331
 DV2331                          SUPERSEDED SURVEY CONTROL
 DV2331
 DV2331.No superseded survey control is available for this station.
 DV2331
 DV2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB455944(NAD 83)
 DV2331_MARKER: I = METAL ROD
 DV2331_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DV2331_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DV2331_STAMPING: S 520 1992
 DV2331_MARK LOGO: NGS   
 DV2331_PROJECTION: FLUSH
 DV2331_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2331+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV2331_ROD/PIPE-DEPTH: 9.6  meters
 DV2331_SLEEVE-DEPTH  : 0.9 meters
 DV2331
 DV2331  HISTORY     - Date     Condition        Report By
 DV2331  HISTORY     - 1992     MONUMENTED       NGS
 DV2331  HISTORY     - 20060128 POOR             USPSQD
 DV2331  HISTORY     - 20060129 GOOD             USPSQD
 DV2331
 DV2331                          STATION DESCRIPTION
 DV2331
 DV2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2331'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV2331'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV2331'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 6.4 KM
 DV2331'(3.95 MI) EASTERLY ALONG WEST BASELINE ROAD, 12.4 M (40.7 FT) SOUTH
 DV2331'OF A UTILITY POLE WITH A GUY CABLE, 11.0 M (36.1 FT) NORTH OF THE
 DV2331'ROAD CENTERLINE, 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF WILSON
 DV2331'AVENUE, 1.6 M (5.2 FT) NORTHEAST OF THE EAST END OF THE HEADWALL OF A
 DV2331'CULVERT, 1.4 M (4.6 FT) NORTH OF UTILITY POLE NUMBER 96, AND 0.7 M
 DV2331'(2.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 DV2331'THROUGH A 5-INCH LOGO CAP.
 DV2331
 DV2331                          STATION RECOVERY (2006)
 DV2331
 DV2331'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV2331'RECOVERED AS DESCRIBED.  LOGO CAP IN HOLE 18 INCHES DEEP.
 DV2331
 DV2331                          STATION RECOVERY (2006)
 DV2331
 DV2331'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV2331'RECOVERED AS DESCRIBED.  MUCH DIRT COVERED THE ROD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2347 ***********************************************************************
 DU2347  DESIGNATION -  S 521
 DU2347  PID         -  DU2347
 DU2347  STATE/COUNTY-  AZ/PINAL
 DU2347  USGS QUAD   -  SACATON BUTTE (1967)
 DU2347
 DU2347                         *CURRENT SURVEY CONTROL
 DU2347  ___________________________________________________________________
 DU2347* NAD 83(1986)-  33 07 03.     (N)    111 54 27.     (W)     SCALED    
 DU2347* NAVD 88     -       364.870  (meters)    1197.08   (feet)  ADJUSTED  
 DU2347  ___________________________________________________________________
 DU2347  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DU2347  DYNAMIC HT  -         364.435 (meters)    1195.65  (feet)  COMP
 DU2347  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 DU2347
 DU2347  VERT ORDER  -  FIRST     CLASS II
 DU2347
 DU2347.The horizontal coordinates were scaled from a topographic map and have
 DU2347.an estimated accuracy of +/- 6 seconds.
 DU2347
 DU2347.The orthometric height was determined by differential leveling
 DU2347.and adjusted in August 1994.
 DU2347
 DU2347.The geoid height was determined by GEOID03.
 DU2347
 DU2347.The dynamic height is computed by dividing the NAVD 88
 DU2347.geopotential number by the normal gravity value computed on the
 DU2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2347.degrees latitude (g = 980.6199 gals.).
 DU2347
 DU2347.The modeled gravity was interpolated from observed gravity values.
 DU2347
 DU2347;                    North         East    Units  Estimated Accuracy
 DU2347;SPC AZ C     -   234,780.      214,220.      MT  (+/- 180 meters Scaled)
 DU2347
 DU2347                          SUPERSEDED SURVEY CONTROL
 DU2347
 DU2347.No superseded survey control is available for this station.
 DU2347
 DU2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB153646(NAD 83)
 DU2347_MARKER: I = METAL ROD
 DU2347_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU2347+WITH SETTING: INFORMATION.
 DU2347_SP_SET: METAL ROD DRIVEN INTO GROUND
 DU2347_STAMPING: S 521 1994
 DU2347_MARK LOGO: NGS   
 DU2347_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2347+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU2347
 DU2347  HISTORY     - Date     Condition        Report By
 DU2347  HISTORY     - 1994     MONUMENTED       NGS
 DU2347  HISTORY     - 20061106 GOOD             GEOCAC
 DU2347
 DU2347                          STATION DESCRIPTION
 DU2347
 DU2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2347'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2347'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2347'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 6.7 KM (4.15 MI)
 DU2347'WESTERLY ALONG CASA BLANCA ROAD, A METAL ROD DRIVEN 2.4 METERS AND
 DU2347'FLUSH WITH THE GROUND, 207.0 M (679.1 FT) EAST OF THE
 DU2347'CENTERLINE OF VAH KI ROAD, 9.9 M (32.5 FT) SOUTH OF THE ROAD
 DU2347'CENTERLINE, 3.5 M (11.5 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 DU2347'JUNCTION BOX, 3.0 M (9.8 FT) EAST OF THE NORTHWEST CORNER OF A
 DU2347'CEMETERY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M
 DU2347'(1.3 FT) NORTH OF A WITNESS POST AND CHAIN-LINK FENCE.  NOTE--ACCESS
 DU2347'TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.  THE ROD WAS
 DU2347'DRIVEN TO REFUSAL AND ANCHORED.
 DU2347
 DU2347                          STATION RECOVERY (2006)
 DU2347
 DU2347'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0454 ***********************************************************************
 FS0454  DESIGNATION -  S 53
 FS0454  PID         -  FS0454
 FS0454  STATE/COUNTY-  AZ/MOHAVE
 FS0454  USGS QUAD   -  GARNET MTN (1989)
 FS0454
 FS0454                         *CURRENT SURVEY CONTROL
 FS0454  ___________________________________________________________________
 FS0454* NAD 83(1986)-  35 51 13.     (N)    114 04 55.     (W)     SCALED    
 FS0454* NAVD 88     -      1190.702  (meters)    3906.49   (feet)  POSTED    
 FS0454  ___________________________________________________________________
 FS0454  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FS0454  DYNAMIC HT  -        1189.340 (meters)    3902.03  (feet)  COMP
 FS0454  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 FS0454
 FS0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0454
 FS0454.The horizontal coordinates were scaled from a topographic map and have
 FS0454.an estimated accuracy of +/- 6 seconds.
 FS0454
 FS0454.The orthometric height was determined by differential leveling
 FS0454.and adjusted by the  in 1992.
 FS0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0454.rate of 0.0 thru 1.0 mm/km.
 FS0454
 FS0454.The geoid height was determined by GEOID03.
 FS0454
 FS0454.The dynamic height is computed by dividing the NAVD 88
 FS0454.geopotential number by the normal gravity value computed on the
 FS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0454.degrees latitude (g = 980.6199 gals.).
 FS0454
 FS0454.The modeled gravity was interpolated from observed gravity values.
 FS0454
 FS0454;                    North         East    Units  Estimated Accuracy
 FS0454;SPC AZ W     -   538,340.      183,380.      MT  (+/- 180 meters Scaled)
 FS0454
 FS0454                          SUPERSEDED SURVEY CONTROL
 FS0454
 FS0454  NGVD 29 (??/??/92) 1189.930  (m)         3903.96   (f) ADJ UNCH    1 1
 FS0454
 FS0454.Superseded values are not recommended for survey control.
 FS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0454.See file dsdata.txt to determine how the superseded data were derived.
 FS0454
 FS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV635716(NAD 83)
 FS0454_MARKER: DB = BENCH MARK DISK
 FS0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0454_STAMPING: S 53 1934
 FS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0454+STABILITY: SURFACE MOTION
 FS0454
 FS0454  HISTORY     - Date     Condition        Report By
 FS0454  HISTORY     - 1934     MONUMENTED       CGS
 FS0454  HISTORY     - 1950     GOOD             NGS
 FS0454  HISTORY     - 19870126 MARK NOT FOUND   USPSQD
 FS0454
 FS0454                          STATION DESCRIPTION
 FS0454
 FS0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0454'21.5 MI S FROM PIERCES FERRY.
 FS0454'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0454'RANGER STATION AT PIERCES FERRY, THENCE 8.1 MILES SOUTH ALONG
 FS0454'A DIRT ROAD, 0.6 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD
 FS0454'LEADING SOUTHEAST, ON THE OUTSIDE OF A CURVE, 19 FEET WEST OF
 FS0454'THE CENTER LINE OF THE ROAD, 17 FEET EAST OF THE APPROXIMATE
 FS0454'CENTER OF A SMALL WASH, 2.7 FEET WEST OF A WITNESS POST, ABOUT
 FS0454'2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0454'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0454
 FS0454                          STATION RECOVERY (1987)
 FS0454
 FS0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0116 ***********************************************************************
 GQ0116  DESIGNATION -  S 54
 GQ0116  PID         -  GQ0116
 GQ0116  STATE/COUNTY-  AZ/MOHAVE
 GQ0116  USGS QUAD   -  GYP HILLS (1971)
 GQ0116
 GQ0116                         *CURRENT SURVEY CONTROL
 GQ0116  ___________________________________________________________________
 GQ0116* NAD 83(1986)-  36 15 39.     (N)    113 55 11.     (W)     SCALED    
 GQ0116* NAVD 88     -       566.807  (meters)    1859.60   (feet)  POSTED    
 GQ0116  ___________________________________________________________________
 GQ0116  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GQ0116  DYNAMIC HT  -         566.220 (meters)    1857.67  (feet)  COMP
 GQ0116  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 GQ0116
 GQ0116  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0116
 GQ0116.The horizontal coordinates were scaled from a topographic map and have
 GQ0116.an estimated accuracy of +/- 6 seconds.
 GQ0116
 GQ0116.The orthometric height was determined by differential leveling
 GQ0116.and adjusted by the  in 1992.
 GQ0116.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0116.rate of 0.0 thru 1.0 mm/km.
 GQ0116
 GQ0116.The geoid height was determined by GEOID03.
 GQ0116
 GQ0116.The dynamic height is computed by dividing the NAVD 88
 GQ0116.geopotential number by the normal gravity value computed on the
 GQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0116.degrees latitude (g = 980.6199 gals.).
 GQ0116
 GQ0116.The modeled gravity was interpolated from observed gravity values.
 GQ0116
 GQ0116;                    North         East    Units  Estimated Accuracy
 GQ0116;SPC AZ W     -   583,490.      198,110.      MT  (+/- 180 meters Scaled)
 GQ0116
 GQ0116                          SUPERSEDED SURVEY CONTROL
 GQ0116
 GQ0116  NGVD 29 (??/??/92)  566.112  (m)         1857.32   (f) ADJ UNCH    1 1
 GQ0116
 GQ0116.Superseded values are not recommended for survey control.
 GQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0116.See file dsdata.txt to determine how the superseded data were derived.
 GQ0116
 GQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF376168(NAD 83)
 GQ0116_MARKER: DB = BENCH MARK DISK
 GQ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0116_STAMPING: S 54 1934
 GQ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0116+STABILITY: SURFACE MOTION
 GQ0116
 GQ0116  HISTORY     - Date     Condition        Report By
 GQ0116  HISTORY     - 1934     MONUMENTED       CGS
 GQ0116  HISTORY     - 1950     GOOD             NGS
 GQ0116
 GQ0116                          STATION DESCRIPTION
 GQ0116
 GQ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0116'52.6 MI SE FROM RIVERSIDE, NV.
 GQ0116'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0116'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0116'THENCE 12.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0116'FERRY ROAD, 0.3 MILE WEST OF TWO RED ROUND TOP HILLS, ABOUT 87 YARDS
 GQ0116'NORTH OF A POINT WHERE THE ROAD CROSSES A DEEP WASH, 33 1/2 FEET
 GQ0116'SOUTHWEST OF A YUCCA TREE, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GQ0116'ROAD, 2.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 GQ0116'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 GQ0116'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0134 ***********************************************************************
 DV0134  DESIGNATION -  S 56
 DV0134  PID         -  DV0134
 DV0134  STATE/COUNTY-  AZ/MARICOPA
 DV0134  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0134
 DV0134                         *CURRENT SURVEY CONTROL
 DV0134  ___________________________________________________________________
 DV0134* NAD 83(1986)-  33 47 17.     (N)    112 07 50.     (W)     SCALED    
 DV0134* NAVD 88     -       502.72   (+/-2cm)    1649.3    (feet)  VERTCON   
 DV0134  ___________________________________________________________________
 DV0134  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DV0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0134
 DV0134.The horizontal coordinates were scaled from a topographic map and have
 DV0134.an estimated accuracy of +/- 6 seconds.
 DV0134
 DV0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0134.The vertical order pertains to the NGVD 29 superseded value.
 DV0134
 DV0134.The geoid height was determined by GEOID03.
 DV0134
 DV0134;                    North         East    Units  Estimated Accuracy
 DV0134;SPC AZ C     -   309,170.      193,550.      MT  (+/- 180 meters Scaled)
 DV0134
 DV0134                          SUPERSEDED SURVEY CONTROL
 DV0134
 DV0134  NGVD 29 (??/??/92)  502.123  (m)         1647.38   (f) ADJ UNCH    2 0
 DV0134
 DV0134.Superseded values are not recommended for survey control.
 DV0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0134.See file dsdata.txt to determine how the superseded data were derived.
 DV0134
 DV0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC953392(NAD 83)
 DV0134_MARKER: DB = BENCH MARK DISK
 DV0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0134_STAMPING: S 56 1934 (1647.484)
 DV0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0134+STABILITY: SURFACE MOTION
 DV0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0134+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DV0134
 DV0134  HISTORY     - Date     Condition        Report By
 DV0134  HISTORY     - 1934     MONUMENTED       CGS
 DV0134  HISTORY     - 1970     GOOD             NGS
 DV0134  HISTORY     - 1971     GOOD             NGS
 DV0134  HISTORY     - 1977     GOOD             LOCENG
 DV0134  HISTORY     - 20070302 GOOD             GEOCAC
 DV0134
 DV0134                          STATION DESCRIPTION
 DV0134
 DV0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0134'8.25 MI S FROM NEW RIVER.
 DV0134'8.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0134'RIVER OR 9 POLES SOUTH OF CAREFREE INTERCHANGE TO THE MARK ON THE
 DV0134'LEFT.  ABOUT 700 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE, 4
 DV0134'FEET NORTHEAST OF POWER POLE MARKED 10 OVER 12 PS109896, 66 FEET EAST
 DV0134'OF AN OLD GRAVELED ROAD AND 1 1/2 FEET SOUTH OF A WITNESS POST.
 DV0134
 DV0134                          STATION RECOVERY (1971)
 DV0134
 DV0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DV0134'RECOVERED IN GOOD CONDITION.
 DV0134
 DV0134                          STATION RECOVERY (1977)
 DV0134
 DV0134'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0134'RECOVERED IN GOOD CONDITION.
 DV0134
 DV0134                          STATION RECOVERY (2007)
 DV0134
 DV0134'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0200 ***********************************************************************
 ET0200  DESIGNATION -  S 57
 ET0200  PID         -  ET0200
 ET0200  STATE/COUNTY-  AZ/YAVAPAI
 ET0200  USGS QUAD   -  POLAND JUNCTION (1975)
 ET0200
 ET0200                         *CURRENT SURVEY CONTROL
 ET0200  ___________________________________________________________________
 ET0200* NAD 83(1986)-  34 25 40.     (N)    112 15 10.     (W)     SCALED    
 ET0200* NAVD 88     -      1430.18   (+/-2cm)    4692.2    (feet)  VERTCON   
 ET0200  ___________________________________________________________________
 ET0200  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 ET0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0200
 ET0200.The horizontal coordinates were scaled from a topographic map and have
 ET0200.an estimated accuracy of +/- 6 seconds.
 ET0200
 ET0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0200.The vertical order pertains to the NGVD 29 superseded value.
 ET0200
 ET0200.The geoid height was determined by GEOID03.
 ET0200
 ET0200;                    North         East    Units  Estimated Accuracy
 ET0200;SPC AZ C     -   380,150.      182,470.      MT  (+/- 180 meters Scaled)
 ET0200
 ET0200                          SUPERSEDED SURVEY CONTROL
 ET0200
 ET0200  NGVD 29 (??/??/92) 1429.375  (m)         4689.54   (f) ADJ UNCH    2 0
 ET0200
 ET0200.Superseded values are not recommended for survey control.
 ET0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0200.See file dsdata.txt to determine how the superseded data were derived.
 ET0200
 ET0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD848103(NAD 83)
 ET0200_MARKER: DB = BENCH MARK DISK
 ET0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0200_STAMPING: S 57 1934
 ET0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0200+STABILITY: SURFACE MOTION
 ET0200
 ET0200  HISTORY     - Date     Condition        Report By
 ET0200  HISTORY     - 1934     MONUMENTED       CGS
 ET0200  HISTORY     - 1974     GOOD             USGS
 ET0200  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0200
 ET0200                          STATION DESCRIPTION
 ET0200
 ET0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0200'2.3 MI NW FROM MAYER.
 ET0200'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM MAYER, YAVAPAI COUNTY,
 ET0200'12 FEET WEST OF TWO SMALL ROCK CABINS, AND 37 FEET EAST OF THE
 ET0200'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 57 1934 AND SET
 ET0200'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 ET0200
 ET0200                          STATION RECOVERY (1974)
 ET0200
 ET0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0200'RECOVERED IN GOOD CONDITION.
 ET0200
 ET0200                          STATION RECOVERY (2004)
 ET0200
 ET0200'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0200'MARK NOT FOUND.
 ET0200'ROCK CABINS GONE. AREA GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0751 ***********************************************************************
 DU0751  DESIGNATION -  S 58
 DU0751  PID         -  DU0751
 DU0751  STATE/COUNTY-  AZ/PINAL
 DU0751  USGS QUAD   -  SACATON (1981)
 DU0751
 DU0751                         *CURRENT SURVEY CONTROL
 DU0751  ___________________________________________________________________
 DU0751* NAD 83(1986)-  33 06 24.     (N)    111 42 35.     (W)     SCALED    
 DU0751* NAVD 88     -       391.14   (+/-2cm)    1283.3    (feet)  VERTCON   
 DU0751  ___________________________________________________________________
 DU0751  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0751
 DU0751.The horizontal coordinates were scaled from a topographic map and have
 DU0751.an estimated accuracy of +/- 6 seconds.
 DU0751
 DU0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0751.The vertical order pertains to the NGVD 29 superseded value.
 DU0751
 DU0751.The geoid height was determined by GEOID03.
 DU0751
 DU0751;                    North         East    Units  Estimated Accuracy
 DU0751;SPC AZ C     -   233,600.      232,670.      MT  (+/- 180 meters Scaled)
 DU0751
 DU0751                          SUPERSEDED SURVEY CONTROL
 DU0751
 DU0751  NGVD 29 (??/??/92)  390.652  (m)         1281.66   (f) ADJ UNCH    2 0
 DU0751
 DU0751.Superseded values are not recommended for survey control.
 DU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0751.See file dsdata.txt to determine how the superseded data were derived.
 DU0751
 DU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB337633(NAD 83)
 DU0751_MARKER: DB = BENCH MARK DISK
 DU0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0751_STAMPING: S-58 1934
 DU0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0751+STABILITY: SURFACE MOTION
 DU0751
 DU0751  HISTORY     - Date     Condition        Report By
 DU0751  HISTORY     - 1934     MONUMENTED       CGS
 DU0751  HISTORY     - 1943     GOOD             NGS
 DU0751  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU0751
 DU0751                          STATION DESCRIPTION
 DU0751
 DU0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0751'1.7 MI N FROM OLDBERG.
 DU0751'1.7 MI NORTH ON S.P. RY.  AT MILE POLE NO. 946, 59 FEET EAST OF THE
 DU0751'CENTERLINE OF THE TRACK, AND 96 FEET EAST OF THE MILE POLE, IN THE
 DU0751'LINE OF TELEPHONE POLES.
 DU0751
 DU0751                          STATION RECOVERY (1943)
 DU0751
 DU0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DU0751'RECOVERED IN GOOD CONDITION.
 DU0751
 DU0751                          STATION RECOVERY (2006)
 DU0751
 DU0751'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0427 ***********************************************************************
 CZ0427  DESIGNATION -  S 59
 CZ0427  PID         -  CZ0427
 CZ0427  STATE/COUNTY-  AZ/PINAL
 CZ0427  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ0427
 CZ0427                         *CURRENT SURVEY CONTROL
 CZ0427  ___________________________________________________________________
 CZ0427* NAD 83(1986)-  32 46 32.     (N)    111 09 46.     (W)     SCALED    
 CZ0427* NAVD 88     -       783.15   (+/-2cm)    2569.4    (feet)  VERTCON   
 CZ0427  ___________________________________________________________________
 CZ0427  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CZ0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0427
 CZ0427.The horizontal coordinates were scaled from a topographic map and have
 CZ0427.an estimated accuracy of +/- 6 seconds.
 CZ0427
 CZ0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0427.The vertical order pertains to the NGVD 29 superseded value.
 CZ0427
 CZ0427.The geoid height was determined by GEOID03.
 CZ0427
 CZ0427;                    North         East    Units  Estimated Accuracy
 CZ0427;SPC AZ C     -   197,110.      283,990.      MT  (+/- 180 meters Scaled)
 CZ0427
 CZ0427                          SUPERSEDED SURVEY CONTROL
 CZ0427
 CZ0427  NGVD 29 (??/??/92)  782.546  (m)         2567.40   (f) ADJ UNCH    2 0
 CZ0427
 CZ0427.Superseded values are not recommended for survey control.
 CZ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0427.See file dsdata.txt to determine how the superseded data were derived.
 CZ0427
 CZ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB847264(NAD 83)
 CZ0427_MARKER: DB = BENCH MARK DISK
 CZ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0427_STAMPING: S 59 1934
 CZ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0427+STABILITY: SURFACE MOTION
 CZ0427
 CZ0427  HISTORY     - Date     Condition        Report By
 CZ0427  HISTORY     - 1934     MONUMENTED       CGS
 CZ0427  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0427
 CZ0427                          STATION DESCRIPTION
 CZ0427
 CZ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0427'20.5 MI N FROM WALNUT WELLS.
 CZ0427'20.5 MILES NORTH ALONG U.S. HIGHWAY 80 FROM WALNUT WELLS, 38 YARDS
 CZ0427'WEST OF A FENCE LINE AND 55 FEET WEST OF THE CENTERLINE OF THE
 CZ0427'HIGHWAY. A STANDARD DISK, STAMPED S 59 1934 AND SET IN THE TOP OF A
 CZ0427'CONCRETE POST.
 CZ0427
 CZ0427                          STATION RECOVERY (1965)
 CZ0427
 CZ0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0275 ***********************************************************************
 FR0275  DESIGNATION -  S 6
 FR0275  PID         -  FR0275
 FR0275  STATE/COUNTY-  AZ/YAVAPAI
 FR0275  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0275
 FR0275                         *CURRENT SURVEY CONTROL
 FR0275  ___________________________________________________________________
 FR0275* NAD 83(1986)-  35 03 44.     (N)    112 50 28.     (W)     SCALED    
 FR0275* NAVD 88     -      1660.113  (meters)    5446.55   (feet)  POSTED    
 FR0275  ___________________________________________________________________
 FR0275  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FR0275  DYNAMIC HT  -        1657.890 (meters)    5439.26  (feet)  COMP
 FR0275  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 FR0275
 FR0275  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0275
 FR0275.The horizontal coordinates were scaled from a topographic map and have
 FR0275.an estimated accuracy of +/- 6 seconds.
 FR0275
 FR0275.The orthometric height was determined by differential leveling
 FR0275.and adjusted in November 2005.
 FR0275.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0275.was located on a no-check spur therefore a value was not computed.
 FR0275.No vertical observational check was made to the station.
 FR0275
 FR0275.The geoid height was determined by GEOID03.
 FR0275
 FR0275.The dynamic height is computed by dividing the NAVD 88
 FR0275.geopotential number by the normal gravity value computed on the
 FR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0275.degrees latitude (g = 980.6199 gals.).
 FR0275
 FR0275.The modeled gravity was interpolated from observed gravity values.
 FR0275
 FR0275;                    North         East    Units  Estimated Accuracy
 FR0275;SPC AZ C     -   450,870.      129,040.      MT  (+/- 180 meters Scaled)
 FR0275
 FR0275                          SUPERSEDED SURVEY CONTROL
 FR0275
 FR0275  NGVD 29 (??/??/92) 1659.16   (m)         5443.4    (f) COMPUTED    2 0
 FR0275
 FR0275.Superseded values are not recommended for survey control.
 FR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0275.See file dsdata.txt to determine how the superseded data were derived.
 FR0275
 FR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD321814(NAD 83)
 FR0275_MARKER: P = PIPE CAP
 FR0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0275_STAMPING: S 6
 FR0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0275
 FR0275  HISTORY     - Date     Condition        Report By
 FR0275  HISTORY     - UNK      MONUMENTED       USGLO
 FR0275  HISTORY     - 1935     GOOD             NGS
 FR0275
 FR0275                          STATION DESCRIPTION
 FR0275
 FR0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0275'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0275'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION
 FR0275'YAVAPAI COUNTY, THENCE ABOUT 10.3 MILES NORTH ALONG THE ROAD LEADING
 FR0275'TO SELIGMAN, ABOUT 0.2 MILE SOUTH OF THE BASE OF A HILL, ON THE SOUTH
 FR0275'SLOPE, ABOUT 275 FEET EAST OF THE INTERSECTION OF A DIM ROAD LEADING
 FR0275'WEST, ABOUT 220 FEET EAST OF R 103 (U.S.F.S.), DESECRIBED ABOVE, AND
 FR0275'ABOUT 6 FEET HIGHER THAN THE ROAD.  A UNITED STATES GENERAL LAND
 FR0275'OFFICE STANDARD CAP, STAMPED S 6 AND RIVETED ON THE TOP OF A 2-INCH
 FR0275'IRON PIPE PROJECTING ABOUT 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0139 ***********************************************************************
 GP0139  DESIGNATION -  S 6
 GP0139  PID         -  GP0139
 GP0139  STATE/COUNTY-  AZ/COCONINO
 GP0139  USGS QUAD   -  THE GAP (1981)
 GP0139
 GP0139                         *CURRENT SURVEY CONTROL
 GP0139  ___________________________________________________________________
 GP0139* NAD 83(1986)-  36 15 01.     (N)    111 25 04.     (W)     SCALED    
 GP0139* NAVD 88     -      1536.001  (meters)    5039.36   (feet)  POSTED    
 GP0139  ___________________________________________________________________
 GP0139  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GP0139  DYNAMIC HT  -        1534.100 (meters)    5033.13  (feet)  COMP
 GP0139  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 GP0139
 GP0139  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0139
 GP0139.The horizontal coordinates were scaled from a topographic map and have
 GP0139.an estimated accuracy of +/- 6 seconds.
 GP0139
 GP0139.The orthometric height was determined by differential leveling
 GP0139.and adjusted by the  in 1992.
 GP0139.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0139.was located on a no-check spur therefore a value was not computed.
 GP0139.No vertical observational check was made to the station.
 GP0139
 GP0139.The geoid height was determined by GEOID03.
 GP0139
 GP0139.The dynamic height is computed by dividing the NAVD 88
 GP0139.geopotential number by the normal gravity value computed on the
 GP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0139.degrees latitude (g = 980.6199 gals.).
 GP0139
 GP0139.The modeled gravity was interpolated from observed gravity values.
 GP0139
 GP0139;                    North         East    Units  Estimated Accuracy
 GP0139;SPC AZ C     -   582,400.      258,200.      MT  (+/- 180 meters Scaled)
 GP0139
 GP0139                          SUPERSEDED SURVEY CONTROL
 GP0139
 GP0139  NGVD 29 (??/??/92) 1535.083  (m)         5036.35   (f) ADJ UNCH    1 2
 GP0139
 GP0139.Superseded values are not recommended for survey control.
 GP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0139.See file dsdata.txt to determine how the superseded data were derived.
 GP0139
 GP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF624117(NAD 83)
 GP0139_MARKER: DB = BENCH MARK DISK
 GP0139_SETTING: 66 = SET IN ROCK OUTCROP
 GP0139_SP_SET: WHITE STONE
 GP0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0139+STABILITY: POSITION/ELEVATION WELL
 GP0139
 GP0139  HISTORY     - Date     Condition        Report By
 GP0139  HISTORY     - UNK      MONUMENTED       CGS
 GP0139  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0139
 GP0139                          STATION DESCRIPTION
 GP0139
 GP0139'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0139'26.5 MI N FROM CAMERON.
 GP0139'26.5 MILES NORTH ALONG THE 1921 ROUTE OF U.S. HIGHWAY 89 FROM THE
 GP0139'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 5.0
 GP0139'MILES NORTH OF THE WILLOW SPRINGS TANK, 25 FEET WEST OF THE OLD
 GP0139'HIGHWAY, ON THE SIDE OF A SMALL HILL, AND IN A WHITE STONE.  A
 GP0139'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0563 ***********************************************************************
 FS0563  DESIGNATION -  S 60
 FS0563  PID         -  FS0563
 FS0563  STATE/COUNTY-  AZ/MOHAVE
 FS0563  USGS QUAD   -  KINGMAN (1980)
 FS0563
 FS0563                         *CURRENT SURVEY CONTROL
 FS0563  ___________________________________________________________________
 FS0563* NAD 83(1986)-  35 12 24.     (N)    114 05 26.     (W)     SCALED    
 FS0563* NAVD 88     -      1106.995  (meters)    3631.87   (feet)  ADJUSTED  
 FS0563  ___________________________________________________________________
 FS0563  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0563  DYNAMIC HT  -        1105.686 (meters)    3627.57  (feet)  COMP
 FS0563  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 FS0563
 FS0563  VERT ORDER  -  FIRST     CLASS II
 FS0563
 FS0563.The horizontal coordinates were scaled from a topographic map and have
 FS0563.an estimated accuracy of +/- 6 seconds.
 FS0563
 FS0563.The orthometric height was determined by differential leveling
 FS0563.and adjusted in June 1991.
 FS0563
 FS0563.The geoid height was determined by GEOID03.
 FS0563
 FS0563.The dynamic height is computed by dividing the NAVD 88
 FS0563.geopotential number by the normal gravity value computed on the
 FS0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0563.degrees latitude (g = 980.6199 gals.).
 FS0563
 FS0563.The modeled gravity was interpolated from observed gravity values.
 FS0563
 FS0563;                    North         East    Units  Estimated Accuracy
 FS0563;SPC AZ W     -   466,570.      182,350.      MT  (+/- 180 meters Scaled)
 FS0563
 FS0563                          SUPERSEDED SURVEY CONTROL
 FS0563
 FS0563  NGVD 29 (??/??/92) 1106.198  (m)         3629.25   (f) ADJ UNCH    1 2
 FS0563
 FS0563.Superseded values are not recommended for survey control.
 FS0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0563.See file dsdata.txt to determine how the superseded data were derived.
 FS0563
 FS0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU648998(NAD 83)
 FS0563_MARKER: DB = BENCH MARK DISK
 FS0563_SETTING: 66 = SET IN ROCK OUTCROP
 FS0563_SP_SET: ROCK OUTCROP
 FS0563_STAMPING: S 60 1934
 FS0563_MARK LOGO: CGS   
 FS0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0563+STABILITY: POSITION/ELEVATION WELL
 FS0563
 FS0563  HISTORY     - Date     Condition        Report By
 FS0563  HISTORY     - 1934     MONUMENTED       CGS
 FS0563  HISTORY     - 1940     GOOD             NGS
 FS0563  HISTORY     - 1982     GOOD             NGS
 FS0563
 FS0563                          STATION DESCRIPTION
 FS0563
 FS0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0563'2.5 MI NW FROM KINGMAN.
 FS0563'1.3 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE ATCHISON, TOPEKA
 FS0563'AND SANTA FE RAILWAY STATION AT KINGMAN, THENCE 1.2 MILES
 FS0563'NORTHWEST ALONG THE OLD CHLORIDE ROAD, 0.1 MILE EAST OF A
 FS0563'HAIRPIN TURN, ON THE NORTH SIDE AND NEAR THE MIDDLE OF A RIDGE OF
 FS0563'RED OUTCROPPING ROCK ABOUT 100 FEET LONG AND 8 FEET HIGH, 37
 FS0563'FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD, IN A PROJECTION OF
 FS0563'THE OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 FS0563'DISK, STAMPED S 60 1934.
 FS0563
 FS0563                          STATION RECOVERY (1982)
 FS0563
 FS0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0563'3.5 KM (2.2 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0563'HIGHWAY 40 OVERPASS IN KINGMAN, THENCE 0.5 KM (0.3 MI) EAST ALONG (OLD
 FS0563'HIGHWAY) A DIRT ROAD, (0.2 KM (0.15 MI) SOUTHEAST OF MILEPOST 69, IN
 FS0563'TOP OF THE CENTER OF A LONG RIDGE OF OUTCROP PROJECTING 10 FEET ABOVE
 FS0563'THE GROUND, 11.2 METERS (37 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FS0563'HIGHWAY, ABOUT 4 FEET ABOVE THE OLD HIGHWAY, ABOUT 3 FEET ABOVE THE
 FS0563'GROUND.
 FS0563'THE MARK IS ABOVE LEVEL WITH HIGHWAY 93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0055 ***********************************************************************
 GQ0055  DESIGNATION -  S 61
 GQ0055  PID         -  GQ0055
 GQ0055  STATE/COUNTY-  AZ/COCONINO
 GQ0055  USGS QUAD   -  GRAND CANYON (1988)
 GQ0055
 GQ0055                         *CURRENT SURVEY CONTROL
 GQ0055  ___________________________________________________________________
 GQ0055* NAD 83(1986)-  36 03 24.     (N)    112 08 08.     (W)     SCALED    
 GQ0055* NAVD 88     -      2097.460  (meters)    6881.42   (feet)  POSTED    
 GQ0055  ___________________________________________________________________
 GQ0055  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0055  DYNAMIC HT  -        2094.640 (meters)    6872.16  (feet)  COMP
 GQ0055  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 GQ0055
 GQ0055  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0055
 GQ0055.The horizontal coordinates were scaled from a topographic map and have
 GQ0055.an estimated accuracy of +/- 6 seconds.
 GQ0055
 GQ0055.The orthometric height was determined by differential leveling
 GQ0055.and adjusted by the  in 1992.
 GQ0055.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0055.rate of 0.0 thru 1.0 mm/km.
 GQ0055
 GQ0055.The geoid height was determined by GEOID03.
 GQ0055
 GQ0055.The dynamic height is computed by dividing the NAVD 88
 GQ0055.geopotential number by the normal gravity value computed on the
 GQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0055.degrees latitude (g = 980.6199 gals.).
 GQ0055
 GQ0055.The modeled gravity was interpolated from observed gravity values.
 GQ0055
 GQ0055;                    North         East    Units  Estimated Accuracy
 GQ0055;SPC AZ C     -   560,820.      193,640.      MT  (+/- 180 meters Scaled)
 GQ0055
 GQ0055                          SUPERSEDED SURVEY CONTROL
 GQ0055
 GQ0055  NGVD 29 (??/??/92) 2096.460  (m)         6878.14   (f) ADJ UNCH    1 2
 GQ0055
 GQ0055.Superseded values are not recommended for survey control.
 GQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0055.See file dsdata.txt to determine how the superseded data were derived.
 GQ0055
 GQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE977908(NAD 83)
 GQ0055_MARKER: DB = BENCH MARK DISK
 GQ0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GQ0055_SP_SET: CULVERT
 GQ0055_STAMPING: S-61 1934
 GQ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0055
 GQ0055  HISTORY     - Date     Condition        Report By
 GQ0055  HISTORY     - 1934     MONUMENTED       CGS
 GQ0055  HISTORY     - 1968     GOOD             NGS
 GQ0055  HISTORY     - 1981     GOOD             NGS
 GQ0055  HISTORY     - 20060812 MARK NOT FOUND   GEOCAC
 GQ0055
 GQ0055                          STATION DESCRIPTION
 GQ0055
 GQ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0055'IN GRAND CANYON.
 GQ0055'AT THE EAST END OF THE A.T.S.F. RY. YARDS, 60 FEET SOUTH OF THE STONE
 GQ0055'STAIRS AT THE ENTRANCE OF THE YARDS, 18 FEET SOUTH OF THE CENTERLINE
 GQ0055'OF THE SOUTH STORAGE TRACK, 53 FEET WEST OF A FIRE PLUG, 19 FEET NORTH
 GQ0055'OF A 3-GANG 27 INCH GALV. IRON CULVERT, AND ON TOP OF THE WEST STORM
 GQ0055'DRAIN DITCH CONCRETE WALL, AND 1 1/2 FEET SOUTH OF THE END OF A STONE
 GQ0055'WALL.
 GQ0055
 GQ0055                          STATION RECOVERY (1968)
 GQ0055
 GQ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GQ0055'RECOVERED IN GOOD CONDITION.
 GQ0055
 GQ0055                          STATION RECOVERY (1981)
 GQ0055
 GQ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GQ0055'AT GRAND CANYON VILLAGE, IN TOP OF A SANDSTONE MASONARY WALL, AT THE
 GQ0055'EAST END OF THE VILLAGE LOOP ROAD AND THE ATCHISON TOPEKA AND SANTA
 GQ0055'FE RAILROAD, 0.2 KM (0.1 MI) EAST OF A LARGE 2 STORY LOG CABIN,
 GQ0055'17.7 METERS (58 FT) WEST OF AND ACROSS THE ROAD FROM THE NORTHWEST
 GQ0055'CORNER OF THE GRAND CANYON NATIONAL PARK LODGES GENERAL OFFICE
 GQ0055'BUILDING, 35.1 METERS (112 FT) SOUTH OF THE CENTERLINE OF THE WEST
 GQ0055'BOUND VILLAGE LOOP ROAD, 19.2 METERS (63 FT) SOUTH OF THE SOUTH END
 GQ0055'OF THE STONE STAIRS LEADING TO THE RAILROAD, 6.15 METERS (20.2 FT)
 GQ0055'WEST OF THE CENTERLINE OF THE NORTH-SOUTH SECTION OF THE VILLAGE
 GQ0055'LOOP ROAD, 8.5 METERS (27.9 FT) NORTH OF THE SOUTH END OF THE WALL,
 GQ0055'2.55 METERS (8.4 FT) SOUTH OF THE WEST END OF THE NORTH ONE OF THREE
 GQ0055'30-INCH METAL PIPE CULVERTS, 2.75 METERS (9 FT) EAST OF A 36-INCH
 GQ0055'PONDEROSA TREE.
 GQ0055'NOTE--THE REASON FOR THE CHANGE OF ELEVATION OF THIS MARK IS MOST
 GQ0055'LIKELY THAT THE MARK WAS MOVED TO A NEW LOCATION.
 GQ0055'THE MARK IS 0.55 M ABOVE THE SIDEWALK.
 GQ0055
 GQ0055                          STATION RECOVERY (2006)
 GQ0055
 GQ0055'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 GQ0055'FOLLOWED THE TO REACH.
 GQ0055'MARKED THE CORNER OF THE NP LODGES GO AND THE STAIRS LEADING TO THE
 GQ0055'RR.
 GQ0055'THE INTERSECTION OF THE LINES FROM THESE MARKS PLACED ME AT THE EAST
 GQ0055'END OF THE SHORT WALL ON THE WEST SIDE OF THE WALL LINING THE ROAD, ON
 GQ0055'THE NORTH SIDE OF THE WASH.
 GQ0055'THE DESCRIPTION WOULD INDICATE ON TOP OF THE WALL ALONG THE ROAD AS
 GQ0055'THE WALL IS ABOUT 2 FEET TALL.
 GQ0055'EXTENSIVE SEARCHING OF THE AREA REVEALED NOTHING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0122 ***********************************************************************
 FQ0122  DESIGNATION -  S 63
 FQ0122  PID         -  FQ0122
 FQ0122  STATE/COUNTY-  AZ/COCONINO
 FQ0122  USGS QUAD   -  HOWELL MESA (1967)
 FQ0122
 FQ0122                         *CURRENT SURVEY CONTROL
 FQ0122  ___________________________________________________________________
 FQ0122* NAD 83(1986)-  35 58 12.     (N)    110 50 28.     (W)     SCALED    
 FQ0122* NAVD 88     -      1832.190  (meters)    6011.11   (feet)  ADJUSTED  
 FQ0122  ___________________________________________________________________
 FQ0122  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 FQ0122  DYNAMIC HT  -        1829.807 (meters)    6003.29  (feet)  COMP
 FQ0122  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 FQ0122
 FQ0122  VERT ORDER  -  SECOND    CLASS 0
 FQ0122
 FQ0122.The horizontal coordinates were scaled from a topographic map and have
 FQ0122.an estimated accuracy of +/- 6 seconds.
 FQ0122
 FQ0122.The orthometric height was determined by differential leveling
 FQ0122.and adjusted in June 1991.
 FQ0122
 FQ0122.The geoid height was determined by GEOID03.
 FQ0122
 FQ0122.The dynamic height is computed by dividing the NAVD 88
 FQ0122.geopotential number by the normal gravity value computed on the
 FQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0122.degrees latitude (g = 980.6199 gals.).
 FQ0122
 FQ0122.The modeled gravity was interpolated from observed gravity values.
 FQ0122
 FQ0122;                    North         East    Units  Estimated Accuracy
 FQ0122;SPC AZ C     -   551,720.      310,370.      MT  (+/- 180 meters Scaled)
 FQ0122
 FQ0122                          SUPERSEDED SURVEY CONTROL
 FQ0122
 FQ0122  NGVD 29 (??/??/92) 1831.262  (m)         6008.07   (f) ADJ UNCH    2 0
 FQ0122
 FQ0122.Superseded values are not recommended for survey control.
 FQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0122.See file dsdata.txt to determine how the superseded data were derived.
 FQ0122
 FQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE143806(NAD 83)
 FQ0122_MARKER: DB = BENCH MARK DISK
 FQ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0122_STAMPING: S 63 1934
 FQ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0122+STABILITY: SURFACE MOTION
 FQ0122
 FQ0122  HISTORY     - Date     Condition        Report By
 FQ0122  HISTORY     - 1934     MONUMENTED       CGS
 FQ0122  HISTORY     - 1967     GOOD             USGS
 FQ0122
 FQ0122                          STATION DESCRIPTION
 FQ0122
 FQ0122'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FQ0122'18.10 MI NW FROM ORAIBI.
 FQ0122'ORAIBI POST OFFICE 0.5 MILE TO HIGHWAY 264.  THENCE 18.10 MILES TO
 FQ0122'ROAD INTERSECTION.  THENCE 400 FEET SOUTH TO BM S 63.  70 FEET NORTH
 FQ0122'OF OLD ROAD AND 58 FEET EAST OF ACCESS ROAD TO HIGHWAY 264.  SET IN
 FQ0122'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0008 ***********************************************************************
 FQ0008  DESIGNATION -  S 64
 FQ0008  PID         -  FQ0008
 FQ0008  STATE/COUNTY-  AZ/NAVAJO
 FQ0008  USGS QUAD   -  SUN ALTAR (1991)
 FQ0008
 FQ0008                         *CURRENT SURVEY CONTROL
 FQ0008  ___________________________________________________________________
 FQ0008* NAD 83(1986)-  35 49 56.     (N)    110 17 34.     (W)     SCALED    
 FQ0008* NAVD 88     -      1795.352  (meters)    5890.25   (feet)  ADJUSTED  
 FQ0008  ___________________________________________________________________
 FQ0008  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 FQ0008  DYNAMIC HT  -        1793.012 (meters)    5882.57  (feet)  COMP
 FQ0008  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 FQ0008
 FQ0008  VERT ORDER  -  SECOND    CLASS 0
 FQ0008
 FQ0008.The horizontal coordinates were scaled from a topographic map and have
 FQ0008.an estimated accuracy of +/- 6 seconds.
 FQ0008
 FQ0008.The orthometric height was determined by differential leveling
 FQ0008.and adjusted in June 1991.
 FQ0008
 FQ0008.The geoid height was determined by GEOID03.
 FQ0008
 FQ0008.The dynamic height is computed by dividing the NAVD 88
 FQ0008.geopotential number by the normal gravity value computed on the
 FQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0008.degrees latitude (g = 980.6199 gals.).
 FQ0008
 FQ0008.The modeled gravity was interpolated from observed gravity values.
 FQ0008
 FQ0008;                    North         East    Units  Estimated Accuracy
 FQ0008;SPC AZ E     -   535,910.      201,970.      MT  (+/- 180 meters Scaled)
 FQ0008
 FQ0008                          SUPERSEDED SURVEY CONTROL
 FQ0008
 FQ0008  NGVD 29 (??/??/92) 1794.458  (m)         5887.32   (f) ADJ UNCH    2 0
 FQ0008
 FQ0008.Superseded values are not recommended for survey control.
 FQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0008.See file dsdata.txt to determine how the superseded data were derived.
 FQ0008
 FQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE638655(NAD 83)
 FQ0008_MARKER: DB = BENCH MARK DISK
 FQ0008_SETTING: 80 = SET IN A BOULDER
 FQ0008_SP_SET: BOULDER
 FQ0008_STAMPING: S 64 1934
 FQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0008+STABILITY: SURFACE MOTION
 FQ0008
 FQ0008  HISTORY     - Date     Condition        Report By
 FQ0008  HISTORY     - 1934     MONUMENTED       CGS
 FQ0008  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0008
 FQ0008                          STATION DESCRIPTION
 FQ0008
 FQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0008'6.9 MI W FROM KEAMS CANYON.
 FQ0008'6.9 MILES WEST ALONG THE ORAIBI ROAD FROM KEAMS CANYON, NAVAJO COUNTY,
 FQ0008'67 YARDS WEST OF A 3-FOOT GALVANIZED-IRON CULVERT, 169 FEET NORTHEAST
 FQ0008'OF AN ANGLE POLE IN THE ROW OF POLES ON THE SOUTH SIDE OF THE ROAD, 73
 FQ0008'FEET SOUTHEAST OF AN ANGLE POLE IN THE ROW OF POLES ON THE NORTH SIDE
 FQ0008'OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT A
 FQ0008'SANDSTONE OUTCROP, AND IN THE TOP OF A GRAY SANDSTONE BOULDER. A
 FQ0008'STANDARD DISK, STAMPED S 64 1934.  NOTE-- HIGHWAY RE-ALIGNED.
 FQ0008
 FQ0008                          STATION RECOVERY (1965)
 FQ0008
 FQ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0223 ***********************************************************************
 ES0223  DESIGNATION -  S 65
 ES0223  PID         -  ES0223
 ES0223  STATE/COUNTY-  AZ/NAVAJO
 ES0223  USGS QUAD   -  HANKS DRAW (1990)
 ES0223
 ES0223                         *CURRENT SURVEY CONTROL
 ES0223  ___________________________________________________________________
 ES0223* NAD 83(1986)-  34 24 57.     (N)    110 39 26.     (W)     SCALED    
 ES0223* NAVD 88     -      2092.123  (meters)    6863.91   (feet)  ADJUSTED  
 ES0223  ___________________________________________________________________
 ES0223  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0223  DYNAMIC HT  -        2089.017 (meters)    6853.72  (feet)  COMP
 ES0223  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 ES0223
 ES0223  VERT ORDER  -  SECOND    CLASS 0
 ES0223
 ES0223.The horizontal coordinates were scaled from a topographic map and have
 ES0223.an estimated accuracy of +/- 6 seconds.
 ES0223
 ES0223.The orthometric height was determined by differential leveling
 ES0223.and adjusted in June 1991.
 ES0223
 ES0223.The geoid height was determined by GEOID03.
 ES0223
 ES0223.The dynamic height is computed by dividing the NAVD 88
 ES0223.geopotential number by the normal gravity value computed on the
 ES0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0223.degrees latitude (g = 980.6199 gals.).
 ES0223
 ES0223.The modeled gravity was interpolated from observed gravity values.
 ES0223
 ES0223;                    North         East    Units  Estimated Accuracy
 ES0223;SPC AZ E     -   378,890.      168,270.      MT  (+/- 180 meters Scaled)
 ES0223
 ES0223                          SUPERSEDED SURVEY CONTROL
 ES0223
 ES0223  NGVD 29 (??/??/92) 2091.143  (m)         6860.69   (f) ADJ UNCH    2 0
 ES0223
 ES0223.Superseded values are not recommended for survey control.
 ES0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0223.See file dsdata.txt to determine how the superseded data were derived.
 ES0223
 ES0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD315083(NAD 83)
 ES0223_MARKER: DB = BENCH MARK DISK
 ES0223_SETTING: 80 = SET IN A BOULDER
 ES0223_SP_SET: BOULDER
 ES0223_STAMPING: S-65 1934
 ES0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0223+STABILITY: SURFACE MOTION
 ES0223
 ES0223  HISTORY     - Date     Condition        Report By
 ES0223  HISTORY     - 1934     MONUMENTED       CGS
 ES0223
 ES0223                          STATION DESCRIPTION
 ES0223
 ES0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0223'4.5 MI W FROM HEBER.
 ES0223'ON GLOBE TO HOLBROOK ROAD VIA. HEBER. 125 FEET
 ES0223'WEST OF COROGATED IRON CULVERT. 90 FEET SOUTH OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0302 ***********************************************************************
 DU0302  DESIGNATION -  S 67
 DU0302  PID         -  DU0302
 DU0302  STATE/COUNTY-  AZ/PINAL
 DU0302  USGS QUAD   -  KEARNY (1964)
 DU0302
 DU0302                         *CURRENT SURVEY CONTROL
 DU0302  ___________________________________________________________________
 DU0302* NAD 83(1986)-  33 06 14.     (N)    110 58 32.     (W)     SCALED    
 DU0302* NAVD 88     -       541.03   (+/-2cm)    1775.0    (feet)  VERTCON   
 DU0302  ___________________________________________________________________
 DU0302  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DU0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0302
 DU0302.The horizontal coordinates were scaled from a topographic map and have
 DU0302.an estimated accuracy of +/- 6 seconds.
 DU0302
 DU0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0302.The vertical order pertains to the NGVD 29 superseded value.
 DU0302
 DU0302.The geoid height was determined by GEOID03.
 DU0302
 DU0302;                    North         East    Units  Estimated Accuracy
 DU0302;SPC AZ C     -   233,670.      301,200.      MT  (+/- 180 meters Scaled)
 DU0302
 DU0302                          SUPERSEDED SURVEY CONTROL
 DU0302
 DU0302  NGVD 29 (??/??/92)  540.415  (m)         1773.01   (f) ADJ UNCH    2 0
 DU0302
 DU0302.Superseded values are not recommended for survey control.
 DU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0302.See file dsdata.txt to determine how the superseded data were derived.
 DU0302
 DU0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB022628(NAD 83)
 DU0302_MARKER: DB = BENCH MARK DISK
 DU0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0302_SP_SET: PIER
 DU0302_STAMPING: S 67 1934
 DU0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0302+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2008
 DU0302
 DU0302  HISTORY     - Date     Condition        Report By
 DU0302  HISTORY     - 1934     MONUMENTED       CGS
 DU0302  HISTORY     - 20080111 GOOD             GEOCAC
 DU0302
 DU0302                          STATION DESCRIPTION
 DU0302
 DU0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0302'0.7 MI W FROM RAY JUNCTION.
 DU0302'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM RAY
 DU0302'JUNCTION, 198 FEET NORTHEAST OF MILEPOST 987, AT BRIDGE 987 A, IN THE
 DU0302'TOP OF THE SOUTHWEST END OF A CONCRETE PIER, AND 12 FEET SOUTH OF THE
 DU0302'CENTER LINE OF THE TRACK.
 DU0302
 DU0302                          STATION RECOVERY (2008)
 DU0302
 DU0302'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0302'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0302'THE DESCRIPTION - THE MARK IS LOCATED 120 FEET SOUTHEAST OF MILEPOST
 DU0302'987. HANDHELD COORDINATES
 DU0302'33 06 14.8 (N)   110 58 32.1 (W)  (NAD 83).
 DU0302' 
 DU0302'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF AZ
 DU0302'STATE HIGHWAY 177 AND FLORENCE-KELVIN HIGHWAY TAKE FLORENCE-KELVIN
 DU0302'HIGHWAY SOUTH FOR 1.3 MILES TO THE RAILROAD CROSSING AND THE STATION
 DU0302'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0667 ***********************************************************************
 DU0667  DESIGNATION -  S 68
 DU0667  PID         -  DU0667
 DU0667  STATE/COUNTY-  AZ/PINAL
 DU0667  USGS QUAD   -  BLACKWATER (1981)
 DU0667
 DU0667                         *CURRENT SURVEY CONTROL
 DU0667  ___________________________________________________________________
 DU0667* NAD 83(1986)-  33 00 08.     (N)    111 31 27.     (W)     SCALED    
 DU0667* NAVD 88     -       432.64   (+/-2cm)    1419.4    (feet)  VERTCON   
 DU0667  ___________________________________________________________________
 DU0667  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0667
 DU0667.The horizontal coordinates were scaled from a topographic map and have
 DU0667.an estimated accuracy of +/- 6 seconds.
 DU0667
 DU0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0667.The vertical order pertains to the NGVD 29 superseded value.
 DU0667
 DU0667.The geoid height was determined by GEOID03.
 DU0667
 DU0667;                    North         East    Units  Estimated Accuracy
 DU0667;SPC AZ C     -   222,070.      250,040.      MT  (+/- 180 meters Scaled)
 DU0667
 DU0667                          SUPERSEDED SURVEY CONTROL
 DU0667
 DU0667  NGVD 29 (??/??/92)  432.139  (m)         1417.78   (f) ADJ UNCH    2 0
 DU0667
 DU0667.Superseded values are not recommended for survey control.
 DU0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0667.See file dsdata.txt to determine how the superseded data were derived.
 DU0667
 DU0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB510516(NAD 83)
 DU0667_MARKER: DB = BENCH MARK DISK
 DU0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0667_STAMPING: S 68 1934
 DU0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0667+STABILITY: SURFACE MOTION
 DU0667
 DU0667  HISTORY     - Date     Condition        Report By
 DU0667  HISTORY     - 1934     MONUMENTED       CGS
 DU0667  HISTORY     - 1977     MARK NOT FOUND   USGS
 DU0667
 DU0667                          STATION DESCRIPTION
 DU0667
 DU0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0667'2.4 MI N FROM COOLIDGE.
 DU0667'2.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 DU0667'PINAL COUNTY, IN THE TRIANGLE AT THE JUNCTION OF STATE HIGHWAYS 87 AND
 DU0667'287, 120 FEET WEST OF THE EAST INTERSECTION, 22 FEET SOUTH OF THE
 DU0667'CENTERLINE OF STATE HIGHWAY 87, AND 21 FEET NORTH OF THE CENTERLINE OF
 DU0667'STATE HIGHWAY 287.  A STANDARD DISK, STAMPED S 68 1934 AND SET IN THE
 DU0667'TOP OF A CONCRETE POST.
 DU0667
 DU0667                          STATION RECOVERY (1977)
 DU0667
 DU0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0229 ***********************************************************************
 DT0229  DESIGNATION -  S 69
 DT0229  PID         -  DT0229
 DT0229  STATE/COUNTY-  AZ/GREENLEE
 DT0229  USGS QUAD   -  HANNAGAN MEADOW (1991)
 DT0229
 DT0229                         *CURRENT SURVEY CONTROL
 DT0229  ___________________________________________________________________
 DT0229* NAD 83(1986)-  33 39 10.     (N)    109 16 18.     (W)     SCALED    
 DT0229* NAVD 88     -      2585.428  (meters)    8482.36   (feet)  ADJUSTED  
 DT0229  ___________________________________________________________________
 DT0229  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 DT0229  DYNAMIC HT  -        2581.111 (meters)    8468.19  (feet)  COMP
 DT0229  MODELED GRAV-     978,872.9   (mgal)                       NAVD 88
 DT0229
 DT0229  VERT ORDER  -  SECOND    CLASS 0
 DT0229
 DT0229.The horizontal coordinates were scaled from a topographic map and have
 DT0229.an estimated accuracy of +/- 6 seconds.
 DT0229
 DT0229.The orthometric height was determined by differential leveling
 DT0229.and adjusted in June 1991.
 DT0229.WARNING-Repeat measurements at this control monument indicate possible
 DT0229.vertical movement.
 DT0229
 DT0229.The geoid height was determined by GEOID03.
 DT0229
 DT0229.The dynamic height is computed by dividing the NAVD 88
 DT0229.geopotential number by the normal gravity value computed on the
 DT0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0229.degrees latitude (g = 980.6199 gals.).
 DT0229
 DT0229.The modeled gravity was interpolated from observed gravity values.
 DT0229
 DT0229;                    North         East    Units  Estimated Accuracy
 DT0229;SPC AZ E     -   294,500.      296,370.      MT  (+/- 180 meters Scaled)
 DT0229
 DT0229                          SUPERSEDED SURVEY CONTROL
 DT0229
 DT0229  NGVD 29 (??/??/92) 2584.296  (m)         8478.64   (f) ADJ UNCH    2 0
 DT0229
 DT0229.Superseded values are not recommended for survey control.
 DT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0229.See file dsdata.txt to determine how the superseded data were derived.
 DT0229
 DT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC602249(NAD 83)
 DT0229_MARKER: DB = BENCH MARK DISK
 DT0229_SETTING: 80 = SET IN A BOULDER
 DT0229_SP_SET: BOULDER
 DT0229_STAMPING: S-69 1934
 DT0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0229+STABILITY: SURFACE MOTION
 DT0229
 DT0229  HISTORY     - Date     Condition        Report By
 DT0229  HISTORY     - 1934     MONUMENTED       CGS
 DT0229
 DT0229                          STATION DESCRIPTION
 DT0229
 DT0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0229'20.8 MI S FROM ALPINE.
 DT0229'20.8 MILES SOUTH ON STATE HIGHWAY NO.71.  3.2 MILES NO. OF HANNIGANS
 DT0229'MEADOW AND 32 FEET EAST OF THE CENTER LINE OF THE ROAD.  SET IN THE
 DT0229'TOP OF A LARGE BOULDER ABOUT FOUR FEET HIGH WHICH IS LOCATED IN THE
 DT0229'CENTER OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0091 ***********************************************************************
 GP0091  DESIGNATION -  S 7
 GP0091  PID         -  GP0091
 GP0091  STATE/COUNTY-  AZ/COCONINO
 GP0091  USGS QUAD   -  PAGE (1985)
 GP0091
 GP0091                         *CURRENT SURVEY CONTROL
 GP0091  ___________________________________________________________________
 GP0091* NAD 83(1986)-  36 58 00.     (N)    111 25 55.     (W)     SCALED    
 GP0091* NAVD 88     -       972.994  (meters)    3192.23   (feet)  POSTED    
 GP0091  ___________________________________________________________________
 GP0091  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0091  DYNAMIC HT  -         971.880 (meters)    3188.58  (feet)  COMP
 GP0091  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 GP0091
 GP0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0091
 GP0091.The horizontal coordinates were scaled from a topographic map and have
 GP0091.an estimated accuracy of +/- 6 seconds.
 GP0091
 GP0091.The orthometric height was determined by differential leveling
 GP0091.and adjusted by the  in 1992.
 GP0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0091.rate of 0.0 thru 1.0 mm/km.
 GP0091
 GP0091.The geoid height was determined by GEOID03.
 GP0091
 GP0091.The dynamic height is computed by dividing the NAVD 88
 GP0091.geopotential number by the normal gravity value computed on the
 GP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0091.degrees latitude (g = 980.6199 gals.).
 GP0091
 GP0091.The modeled gravity was interpolated from observed gravity values.
 GP0091
 GP0091;                    North         East    Units  Estimated Accuracy
 GP0091;SPC AZ C     -   661,880.      256,520.      MT  (+/- 180 meters Scaled)
 GP0091
 GP0091                          SUPERSEDED SURVEY CONTROL
 GP0091
 GP0091  NGVD 29 (??/??/92)  972.076  (m)         3189.22   (f) ADJ UNCH    1 2
 GP0091
 GP0091.Superseded values are not recommended for survey control.
 GP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0091.See file dsdata.txt to determine how the superseded data were derived.
 GP0091
 GP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF615912(NAD 83)
 GP0091_MARKER: DB = BENCH MARK DISK
 GP0091_SETTING: 80 = SET IN A BOULDER
 GP0091_SP_SET: BOULDER
 GP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0091+STABILITY: SURFACE MOTION
 GP0091
 GP0091  HISTORY     - Date     Condition        Report By
 GP0091  HISTORY     - UNK      MONUMENTED       CGS
 GP0091  HISTORY     - 1934     MARK NOT FOUND   NGS
 GP0091
 GP0091                          STATION DESCRIPTION
 GP0091
 GP0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0091'23.0 MI NE FROM LEES FERRY.
 GP0091'23.0 MILES UPSTREAM ALONG COLORADO RIVER FROM LEES FERRY, COCONINO
 GP0091'COUNTY, ON THE RIGHT-HAND BANK OF THE RIVER LOOKING UPSTREAM, 5 MILES
 GP0091'DOWNSTREAM FROM THE MOUTH OF WARM CREEK, AND IN A LARGE SLANTING RED
 GP0091'SANDSTONE BOULDER.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0142 ***********************************************************************
 FQ0142  DESIGNATION -  S 70
 FQ0142  PID         -  FQ0142
 FQ0142  STATE/COUNTY-  AZ/NAVAJO
 FQ0142  USGS QUAD   -  MOWA'API (1991)
 FQ0142
 FQ0142                         *CURRENT SURVEY CONTROL
 FQ0142  ___________________________________________________________________
 FQ0142* NAD 83(1986)-  35 45 34.     (N)    110 40 39.     (W)     SCALED    
 FQ0142* NAVD 88     -      1641.018  (meters)    5383.91   (feet)  ADJUSTED  
 FQ0142  ___________________________________________________________________
 FQ0142  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 FQ0142  DYNAMIC HT  -        1638.905 (meters)    5376.97  (feet)  COMP
 FQ0142  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 FQ0142
 FQ0142  VERT ORDER  -  SECOND    CLASS 0
 FQ0142
 FQ0142.The horizontal coordinates were scaled from a topographic map and have
 FQ0142.an estimated accuracy of +/- 6 seconds.
 FQ0142
 FQ0142.The orthometric height was determined by differential leveling
 FQ0142.and adjusted in June 1991.
 FQ0142
 FQ0142.The geoid height was determined by GEOID03.
 FQ0142
 FQ0142.The dynamic height is computed by dividing the NAVD 88
 FQ0142.geopotential number by the normal gravity value computed on the
 FQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0142.degrees latitude (g = 980.6199 gals.).
 FQ0142
 FQ0142.The modeled gravity was interpolated from observed gravity values.
 FQ0142
 FQ0142;                    North         East    Units  Estimated Accuracy
 FQ0142;SPC AZ E     -   527,950.      167,170.      MT  (+/- 180 meters Scaled)
 FQ0142
 FQ0142                          SUPERSEDED SURVEY CONTROL
 FQ0142
 FQ0142  NGVD 29 (??/??/92) 1640.162  (m)         5381.10   (f) ADJ UNCH    2 0
 FQ0142
 FQ0142.Superseded values are not recommended for survey control.
 FQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0142.See file dsdata.txt to determine how the superseded data were derived.
 FQ0142
 FQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE291573(NAD 83)
 FQ0142_MARKER: DB = BENCH MARK DISK
 FQ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0142_STAMPING: S 70 1934
 FQ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0142+STABILITY: SURFACE MOTION
 FQ0142
 FQ0142  HISTORY     - Date     Condition        Report By
 FQ0142  HISTORY     - 1934     MONUMENTED       CGS
 FQ0142  HISTORY     - 1956     GOOD             NGS
 FQ0142  HISTORY     - 19860509 GOOD             USGS
 FQ0142
 FQ0142                          STATION DESCRIPTION
 FQ0142
 FQ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0142'9.2 MI S FROM ORAIBI.
 FQ0142'ABOUT 9.2 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0142'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.2 MILE NORTH OF A 24-INCH
 FQ0142'GALVANIZED-IRON PIPE CULVERT, AND 45 FEET WEST OF THE CENTER LINE OF
 FQ0142'THE HIGHWAY.  A STANDARD DISK, STAMPED S 70 1934 AND SET IN THE TOP OF
 FQ0142'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FQ0142
 FQ0142                          STATION RECOVERY (1956)
 FQ0142
 FQ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FQ0142'RECOVERED IN GOOD CONDITION.
 FQ0142
 FQ0142                          STATION RECOVERY (1986)
 FQ0142
 FQ0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLH)
 FQ0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0090 ***********************************************************************
 FQ0090  DESIGNATION -  S 71
 FQ0090  PID         -  FQ0090
 FQ0090  STATE/COUNTY-  AZ/COCONINO
 FQ0090  USGS QUAD   -  TUCKER MESA NW (1968)
 FQ0090
 FQ0090                         *CURRENT SURVEY CONTROL
 FQ0090  ___________________________________________________________________
 FQ0090* NAD 83(1986)-  35 11 39.     (N)    110 56 28.     (W)     SCALED    
 FQ0090* NAVD 88     -      1458.921  (meters)    4786.48   (feet)  ADJUSTED  
 FQ0090  ___________________________________________________________________
 FQ0090  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 FQ0090  DYNAMIC HT  -        1457.018 (meters)    4780.23  (feet)  COMP
 FQ0090  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 FQ0090
 FQ0090  VERT ORDER  -  SECOND    CLASS 0
 FQ0090
 FQ0090.The horizontal coordinates were scaled from a topographic map and have
 FQ0090.an estimated accuracy of +/- 6 seconds.
 FQ0090
 FQ0090.The orthometric height was determined by differential leveling
 FQ0090.and adjusted in June 1991.
 FQ0090
 FQ0090.The geoid height was determined by GEOID03.
 FQ0090
 FQ0090.The dynamic height is computed by dividing the NAVD 88
 FQ0090.geopotential number by the normal gravity value computed on the
 FQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0090.degrees latitude (g = 980.6199 gals.).
 FQ0090
 FQ0090.The modeled gravity was interpolated from observed gravity values.
 FQ0090
 FQ0090;                    North         East    Units  Estimated Accuracy
 FQ0090;SPC AZ C     -   465,550.      302,200.      MT  (+/- 180 meters Scaled)
 FQ0090
 FQ0090                          SUPERSEDED SURVEY CONTROL
 FQ0090
 FQ0090  NGVD 29 (??/??/92) 1458.161  (m)         4783.98   (f) ADJ UNCH    2 0
 FQ0090
 FQ0090.Superseded values are not recommended for survey control.
 FQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0090.See file dsdata.txt to determine how the superseded data were derived.
 FQ0090
 FQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD053945(NAD 83)
 FQ0090_MARKER: DB = BENCH MARK DISK
 FQ0090_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0090_SP_SET: SANDSTONE OUTCROP
 FQ0090_STAMPING: S 71 1934
 FQ0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0090+STABILITY: POSITION/ELEVATION WELL
 FQ0090
 FQ0090  HISTORY     - Date     Condition        Report By
 FQ0090  HISTORY     - 1934     MONUMENTED       CGS
 FQ0090
 FQ0090                          STATION DESCRIPTION
 FQ0090
 FQ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0090'6.1 MI SE FROM LEUPP.
 FQ0090'6.1 MILES SOUTHEAST ALONG THE HIGHWAY TO WINSLOW FROM LEUPP, COCONINO
 FQ0090'COUNTY, ABOUT 100 YARDS SOUTHEAST OF A WINDMILL SOUTHWEST OF THE
 FQ0090'HIGHWAY, AT THE BASE OF A SMALL HILL ON THE SOUTH SIDE OF A SMALL
 FQ0090'DRAW, 65 FEET SOUTH OF A LIGHT-TRAVELED ROAD LEADING WEST UP THE DRAW,
 FQ0090'ABOUT 125 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 FQ0090'NORTHWEST END OF A LARGE FLAT TOP, SANDSTONE OUTCROP.  A STANDARD
 FQ0090'DISK, STAMPED S 71 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0019 ***********************************************************************
 FQ0019  DESIGNATION -  S 72
 FQ0019  PID         -  FQ0019
 FQ0019  STATE/COUNTY-  AZ/NAVAJO
 FQ0019  USGS QUAD   -  LAMB WELL (1991)
 FQ0019
 FQ0019                         *CURRENT SURVEY CONTROL
 FQ0019  ___________________________________________________________________
 FQ0019* NAD 83(1986)-  35 50 11.     (N)    110 01 44.     (W)     SCALED    
 FQ0019* NAVD 88     -      2051.969  (meters)    6732.17   (feet)  ADJUSTED  
 FQ0019  ___________________________________________________________________
 FQ0019  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 FQ0019  DYNAMIC HT  -        2049.181 (meters)    6723.02  (feet)  COMP
 FQ0019  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 FQ0019
 FQ0019  VERT ORDER  -  SECOND    CLASS 0
 FQ0019
 FQ0019.The horizontal coordinates were scaled from a topographic map and have
 FQ0019.an estimated accuracy of +/- 6 seconds.
 FQ0019
 FQ0019.The orthometric height was determined by differential leveling
 FQ0019.and adjusted in June 1991.
 FQ0019
 FQ0019.The geoid height was determined by GEOID03.
 FQ0019
 FQ0019.The dynamic height is computed by dividing the NAVD 88
 FQ0019.geopotential number by the normal gravity value computed on the
 FQ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0019.degrees latitude (g = 980.6199 gals.).
 FQ0019
 FQ0019.The modeled gravity was interpolated from observed gravity values.
 FQ0019
 FQ0019;                    North         East    Units  Estimated Accuracy
 FQ0019;SPC AZ E     -   536,370.      225,810.      MT  (+/- 180 meters Scaled)
 FQ0019
 FQ0019                          SUPERSEDED SURVEY CONTROL
 FQ0019
 FQ0019  NGVD 29 (??/??/92) 2050.975  (m)         6728.91   (f) ADJ UNCH    2 0
 FQ0019
 FQ0019.Superseded values are not recommended for survey control.
 FQ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0019.See file dsdata.txt to determine how the superseded data were derived.
 FQ0019
 FQ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE877662(NAD 83)
 FQ0019_MARKER: DB = BENCH MARK DISK
 FQ0019_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0019_SP_SET: BEDROCK
 FQ0019_STAMPING: S 72 1934
 FQ0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0019+STABILITY: POSITION/ELEVATION WELL
 FQ0019
 FQ0019  HISTORY     - Date     Condition        Report By
 FQ0019  HISTORY     - 1934     MONUMENTED       CGS
 FQ0019  HISTORY     - 1955     GOOD             NGS
 FQ0019  HISTORY     - 19860206 GOOD             USGS
 FQ0019
 FQ0019                          STATION DESCRIPTION
 FQ0019
 FQ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0019'12 MI E FROM KEAMS CANYON.
 FQ0019'ABOUT 0.5 MILE EAST ALONG THE PAVED ROAD FROM THE POST OFFICE AT KEAMS
 FQ0019'CANYON, THENCE NORTH AND EAST ALONG THE GRADED ROAD FOR 1.7 MILES TO A
 FQ0019'FORK, THENCE ALONG THE TRACK ROAD LEFT FOR 9.6 MILES TO THE STATION ON
 FQ0019'THE SOUTH SIDE OF THE ROAD.  THE MARK IS ABOUT 0.1 MILE WEST OF THE
 FQ0019'CROSSING OF A WASH DRAINING SOUTH, 60 FT. WEST OF A DRY WASH AND 38
 FQ0019'FT. SOUTH OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A LARGE
 FQ0019'BROWN SANDSTONE OUTCROP.
 FQ0019
 FQ0019                          STATION RECOVERY (1986)
 FQ0019
 FQ0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0270 ***********************************************************************
 CY0270  DESIGNATION -  S 73
 CY0270  PID         -  CY0270
 CY0270  STATE/COUNTY-  AZ/GREENLEE
 CY0270  USGS QUAD   -  DUNCAN (1986)
 CY0270
 CY0270                         *CURRENT SURVEY CONTROL
 CY0270  ___________________________________________________________________
 CY0270* NAD 83(1986)-  32 43 45.     (N)    109 06 38.     (W)     SCALED    
 CY0270* NAVD 88     -      1109.62   (+/-2cm)    3640.5    (feet)  VERTCON   
 CY0270  ___________________________________________________________________
 CY0270  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CY0270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0270
 CY0270.The horizontal coordinates were scaled from a topographic map and have
 CY0270.an estimated accuracy of +/- 6 seconds.
 CY0270
 CY0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0270.The vertical order pertains to the NGVD 29 superseded value.
 CY0270
 CY0270.The geoid height was determined by GEOID03.
 CY0270
 CY0270;                    North         East    Units  Estimated Accuracy
 CY0270;SPC AZ E     -   192,210.      312,350.      MT  (+/- 180 meters Scaled)
 CY0270
 CY0270                          SUPERSEDED SURVEY CONTROL
 CY0270
 CY0270  NGVD 29 (??/??/92) 1108.947  (m)         3638.27   (f) ADJ UNCH    2 0
 CY0270
 CY0270.Superseded values are not recommended for survey control.
 CY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0270.See file dsdata.txt to determine how the superseded data were derived.
 CY0270
 CY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB770228(NAD 83)
 CY0270_MARKER: DB = BENCH MARK DISK
 CY0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0270_STAMPING: S-73 1934
 CY0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0270+STABILITY: SURFACE MOTION
 CY0270
 CY0270  HISTORY     - Date     Condition        Report By
 CY0270  HISTORY     - 1934     MONUMENTED       CGS
 CY0270  HISTORY     - 1958     MARK NOT FOUND   NGS
 CY0270
 CY0270                          STATION DESCRIPTION
 CY0270
 CY0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0270'0.8 MI NW FROM DUNCAN.
 CY0270'0.8 MI. N.W. ALONG A. AND N.M. RY.  2-3/4 POLES N.W. OF MI. POST 1185,
 CY0270'200 FT. E. OF THE CENTER LINE OF U.S. NO.180, 70 FT. W. OF THE CENTER
 CY0270'LINE OF ROAD CROSSING TO RANH HOUSE, 30 FT. E. OF THE CENTER LINE OF
 CY0270'THE TRACK, 15 FT. N.W. OF A COTTONWOOD TREE, AND ABOUT 2 FT. W. OF THE
 CY0270'FENCE LINE.
 CY0270
 CY0270                          STATION RECOVERY (1958)
 CY0270
 CY0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CY0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0338 ***********************************************************************
 DT0338  DESIGNATION -  S 74
 DT0338  PID         -  DT0338
 DT0338  STATE/COUNTY-  AZ/GREENLEE
 DT0338  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0338
 DT0338                         *CURRENT SURVEY CONTROL
 DT0338  ___________________________________________________________________
 DT0338* NAD 83(1986)-  33 13 44.     (N)    109 23 35.     (W)     SCALED    
 DT0338* NAVD 88     -      2156.141  (meters)    7073.94   (feet)  ADJUSTED  
 DT0338  ___________________________________________________________________
 DT0338  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DT0338  DYNAMIC HT  -        2152.794 (meters)    7062.96  (feet)  COMP
 DT0338  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 DT0338
 DT0338  VERT ORDER  -  SECOND    CLASS 0
 DT0338
 DT0338.The horizontal coordinates were scaled from a topographic map and have
 DT0338.an estimated accuracy of +/- 6 seconds.
 DT0338
 DT0338.The orthometric height was determined by differential leveling
 DT0338.and adjusted in June 1991.
 DT0338
 DT0338.The geoid height was determined by GEOID03.
 DT0338
 DT0338.The dynamic height is computed by dividing the NAVD 88
 DT0338.geopotential number by the normal gravity value computed on the
 DT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0338.degrees latitude (g = 980.6199 gals.).
 DT0338
 DT0338.The modeled gravity was interpolated from observed gravity values.
 DT0338
 DT0338;                    North         East    Units  Estimated Accuracy
 DT0338;SPC AZ E     -   247,400.      285,460.      MT  (+/- 180 meters Scaled)
 DT0338
 DT0338                          SUPERSEDED SURVEY CONTROL
 DT0338
 DT0338  NGVD 29 (??/??/92) 2155.262  (m)         7071.06   (f) ADJ UNCH    2 0
 DT0338
 DT0338.Superseded values are not recommended for survey control.
 DT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0338.See file dsdata.txt to determine how the superseded data were derived.
 DT0338
 DT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB497778(NAD 83)
 DT0338_MARKER: DB = BENCH MARK DISK
 DT0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0338_SP_SET: ABUTMENT
 DT0338_STAMPING: S-74 1934
 DT0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0338
 DT0338  HISTORY     - Date     Condition        Report By
 DT0338  HISTORY     - 1934     MONUMENTED       CGS
 DT0338  HISTORY     - 20070922 MARK NOT FOUND   GEOCAC
 DT0338
 DT0338                          STATION DESCRIPTION
 DT0338
 DT0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0338'19.5 MI N FROM CLIFTON.
 DT0338'19.5 MI NORTH ON STATE HWY NO. 71, FROM P.O.  5.3 MI NORTH OF CHERRY
 DT0338'LODGE, ON GREY PEAK SADDLE, IN THE CENTER OF THE WEST CONCRETE
 DT0338'ABUTMENT OF A CATTLE GUARD, AND 15 FEET WEST OF THE CENTERLINE OF THE
 DT0338'HIGHWAY.
 DT0338
 DT0338                          STATION RECOVERY (2007)
 DT0338
 DT0338'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 DT0338'THE CATTLE GUARD IN PLACE HAS NO MARKERS. IT APPEARS THE OLD CATTLE
 DT0338'GUARD WAS REMOVED DURING THE RESURFACING OF THE ROAD. IMAGE OF THE
 DT0338'WEST ABUTMENT IS AVAILABLE ON REQUEST.
 DT0338' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0258 ***********************************************************************
 CG0258  DESIGNATION -  S 75
 CG0258  PID         -  CG0258
 CG0258  STATE/COUNTY-  AZ/PIMA
 CG0258  USGS QUAD   -  SAHUARITA (1981)
 CG0258
 CG0258                         *CURRENT SURVEY CONTROL
 CG0258  ___________________________________________________________________
 CG0258* NAD 83(1986)-  31 53 03.     (N)    110 58 07.     (W)     SCALED    
 CG0258* NAVD 88     -       854.329  (meters)    2802.91   (feet)  ADJUSTED  
 CG0258  ___________________________________________________________________
 CG0258  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0258  DYNAMIC HT  -         853.095 (meters)    2798.86  (feet)  COMP
 CG0258  MODELED GRAV-     979,168.0   (mgal)                       NAVD 88
 CG0258
 CG0258  VERT ORDER  -  FIRST     CLASS II
 CG0258
 CG0258.The horizontal coordinates were scaled from a topographic map and have
 CG0258.an estimated accuracy of +/- 6 seconds.
 CG0258
 CG0258.The orthometric height was determined by differential leveling
 CG0258.and adjusted in June 1991.
 CG0258
 CG0258.The geoid height was determined by GEOID03.
 CG0258
 CG0258.The dynamic height is computed by dividing the NAVD 88
 CG0258.geopotential number by the normal gravity value computed on the
 CG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0258.degrees latitude (g = 980.6199 gals.).
 CG0258
 CG0258.The modeled gravity was interpolated from observed gravity values.
 CG0258
 CG0258;                    North         East    Units  Estimated Accuracy
 CG0258;SPC AZ C     -    98,420.      303,050.      MT  (+/- 180 meters Scaled)
 CG0258
 CG0258                          SUPERSEDED SURVEY CONTROL
 CG0258
 CG0258  NGVD 29 (??/??/92)  853.621  (m)         2800.59   (f) ADJ UNCH    1 2
 CG0258
 CG0258.Superseded values are not recommended for survey control.
 CG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0258.See file dsdata.txt to determine how the superseded data were derived.
 CG0258
 CG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA029275(NAD 83)
 CG0258_MARKER: DB = BENCH MARK DISK
 CG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0258_STAMPING: S 75 1934
 CG0258_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0258+STABILITY: SURFACE MOTION
 CG0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0258+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0258
 CG0258  HISTORY     - Date     Condition        Report By
 CG0258  HISTORY     - 1934     MONUMENTED       CGS
 CG0258  HISTORY     - 1953     GOOD             NGS
 CG0258  HISTORY     - 1980     GOOD             NGS
 CG0258  HISTORY     - 20060316 GOOD             USPSQD
 CG0258
 CG0258                          STATION DESCRIPTION
 CG0258
 CG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0258'2.2 MI N FROM CONTINENTAL.
 CG0258'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0258'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 0.05 MILE SOUTHWEST OF THE
 CG0258'CROSSING OF A PAVED ROAD, 15 FEET SOUTHWEST OF MILEPOLE 1008, 75 FEET
 CG0258'SOUTHEAST OF THE CENTER LINE OF FORMER U. S. HIGHWAY 89, 45.9 FEET
 CG0258'NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET NORTHEAST OF A WITNESS POST,
 CG0258'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CG0258'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0258
 CG0258                          STATION RECOVERY (1980)
 CG0258
 CG0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0258'3.7 KILOMETERS (2.3 MILES) NORTH ALONG THE SOUTHERN PACIFIC
 CG0258'RAILROAD FROM THE CROSSING OF WHITE HOUSE CANYON ROAD AT
 CG0258'CONTINENTAL, 0.2 KILOMETER (0.1 MILE) NORTH OF THE CROSSING
 CG0258'OF A PRIVATE ROAD, 15.2 METERS (50 FEET) WEST OF THE WEST RAIL,
 CG0258'4.6 METERS (15 FEET) SOUTHWEST OF THE RAILROAD MILEPOST 1008,
 CG0258'22.9 METERS (75 FEET) EAST OF THE OLD HIGHWAY CENTERLINE AND
 CG0258'IN LINE WITH ROW 49 OF A PECAN ORCHARD.
 CG0258'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CG0258'THE MARK IS 1.5 M BELOW THE RAILS..
 CG0258
 CG0258                          STATION RECOVERY (2006)
 CG0258
 CG0258'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0258'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0225 ***********************************************************************
 CG0225  DESIGNATION -  S 76
 CG0225  PID         -  CG0225
 CG0225  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0225  USGS QUAD   -  RIO RICO (1981)
 CG0225
 CG0225                         *CURRENT SURVEY CONTROL
 CG0225  ___________________________________________________________________
 CG0225* NAD 83(1986)-  31 22 54.     (N)    110 53 08.     (W)     SCALED    
 CG0225* NAVD 88     -      1168.81   (+/-2cm)    3834.7    (feet)  VERTCON   
 CG0225  ___________________________________________________________________
 CG0225  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CG0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0225
 CG0225.The horizontal coordinates were scaled from a topographic map and have
 CG0225.an estimated accuracy of +/- 6 seconds.
 CG0225
 CG0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0225.The vertical order pertains to the NGVD 29 superseded value.
 CG0225
 CG0225.The geoid height was determined by GEOID03.
 CG0225
 CG0225;                    North         East    Units  Estimated Accuracy
 CG0225;SPC AZ C     -    42,770.      311,430.      MT  (+/- 180 meters Scaled)
 CG0225
 CG0225                          SUPERSEDED SURVEY CONTROL
 CG0225
 CG0225  NGVD 29 (??/??/92) 1167.929  (m)         3831.78   (f) ADJ UNCH    2 0
 CG0225
 CG0225.Superseded values are not recommended for survey control.
 CG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0225.See file dsdata.txt to determine how the superseded data were derived.
 CG0225
 CG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV108719(NAD 83)
 CG0225_MARKER: DB = BENCH MARK DISK
 CG0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0225_STAMPING: S 76 1934
 CG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0225+STABILITY: SURFACE MOTION
 CG0225
 CG0225  HISTORY     - Date     Condition        Report By
 CG0225  HISTORY     - 1934     MONUMENTED       CGS
 CG0225  HISTORY     - 1976     GOOD             NGS
 CG0225
 CG0225                          STATION DESCRIPTION
 CG0225
 CG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0225'5.5 MI NE FROM NOGALES.
 CG0225'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 CG0225'NOGALES, SANTA CRUZ COUNTY, ON THE OUTSIDE OF A WIDE CURVE, 40 FEET
 CG0225'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET SOUTHWEST OF
 CG0225'TWO SMALL MESQUITE TREES.  A STANDARD DISK, STAMPED S 76 1934 AND SET
 CG0225'IN THE TOP OF A CONCRETE POST.
 CG0225
 CG0225                          STATION RECOVERY (1976)
 CG0225
 CG0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CG0225'THIS MARK WAS RECOVERED IN GOOD CONDITION. STATE HWY 82 HAS BEEN
 CG0225'REROUTED AND THE AREA THAT THE BENCH MARK IS LOCATED IS NOW A DIRT
 CG0225'TRAIL, A NEW DESCRIPTION FOLLOWS. FROM THE INTERSECTION OF US HWY 89
 CG0225'AND STATE HWY 82 PROCEED 4.5 MILES NE ON STATE HWY 82 TO RIVER RD.
 CG0225'TURN LEFT AND GO 0.2 MILE ACROSS BRIDGE TO FORK, TAKE LEFT FORK AND
 CG0225'GO 0.3 MILE TO ROAD ON LEFT. TURN LEFT AND FOLLOW ROAD 0.2 MILE TO
 CG0225'GATE, PROCEED THRU GATE ANOTHER 0.1 MILE TO FENCE. WALK FROM HERE
 CG0225'ABOUT ANOTHER 0.2 MILE TO MARK ON LEFT SIDE OF ROAD. THE MARK IS
 CG0225'40FT. SOUTHEAST OF THE C/L OF ROAD, SLIGHTLY WEST OF THE EXTENDED C/L
 CG0225'OF THE ROAD. 25 FT. SOUTHWEST OF TWO MESQUITE TREES. A STANDARD DISK,
 CG0225'STAMPED S 76 1934 AND SET IN THE TOP OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0157 ***********************************************************************
 CG0157  DESIGNATION -  S 77
 CG0157  PID         -  CG0157
 CG0157  STATE/COUNTY-  AZ/COCHISE
 CG0157  USGS QUAD   -  FAIRBANK (1952)
 CG0157
 CG0157                         *CURRENT SURVEY CONTROL
 CG0157  ___________________________________________________________________
 CG0157* NAD 83(1986)-  31 42 01.     (N)    110 13 36.     (W)     SCALED    
 CG0157* NAVD 88     -      1215.14   (+/-2cm)    3986.7    (feet)  VERTCON   
 CG0157  ___________________________________________________________________
 CG0157  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CG0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0157
 CG0157.The horizontal coordinates were scaled from a topographic map and have
 CG0157.an estimated accuracy of +/- 6 seconds.
 CG0157
 CG0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0157.The vertical order pertains to the NGVD 29 superseded value.
 CG0157
 CG0157.The geoid height was determined by GEOID03.
 CG0157
 CG0157;                    North         East    Units  Estimated Accuracy
 CG0157;SPC AZ E     -    77,640.      207,670.      MT  (+/- 180 meters Scaled)
 CG0157
 CG0157                          SUPERSEDED SURVEY CONTROL
 CG0157
 CG0157  NGVD 29 (??/??/92) 1214.338  (m)         3984.04   (f) ADJ UNCH    2 0
 CG0157
 CG0157.Superseded values are not recommended for survey control.
 CG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0157.See file dsdata.txt to determine how the superseded data were derived.
 CG0157
 CG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA732074(NAD 83)
 CG0157_MARKER: DB = BENCH MARK DISK
 CG0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0157_SP_SET: BRIDGE
 CG0157_STAMPING: S 77 1934
 CG0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0157
 CG0157  HISTORY     - Date     Condition        Report By
 CG0157  HISTORY     - 1934     MONUMENTED       CGS
 CG0157  HISTORY     - 1935     GOOD             NGS
 CG0157
 CG0157                          STATION DESCRIPTION
 CG0157
 CG0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0157'3.3 MI W FROM FAIRBANK.
 CG0157'3.3 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FAIRBANK,
 CG0157'COCHISE COUNTY, 50 FEET EAST OF THE EAST END OF BRIDGE 1054.47 OVER
 CG0157'BROOKLINE CREEK, IN THE TOP OF THE EAST RETAINING WALL ADJACENT TO THE
 CG0157'BRIDGE, 8 FEET WEST OF THE EAST END OF THE WALL, AND 10 FEET SOUTH OF
 CG0157'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 77 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0120 ***********************************************************************
 CG0120  DESIGNATION -  S 78
 CG0120  PID         -  CG0120
 CG0120  STATE/COUNTY-  AZ/COCHISE
 CG0120  USGS QUAD   -  BENSON (1983)
 CG0120
 CG0120                         *CURRENT SURVEY CONTROL
 CG0120  ___________________________________________________________________
 CG0120* NAD 83(1986)-  31 55 03.     (N)    110 18 31.     (W)     SCALED    
 CG0120* NAVD 88     -      1239.44   (+/-2cm)    4066.4    (feet)  VERTCON   
 CG0120  ___________________________________________________________________
 CG0120  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0120
 CG0120.The horizontal coordinates were scaled from a topographic map and have
 CG0120.an estimated accuracy of +/- 6 seconds.
 CG0120
 CG0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0120.The vertical order pertains to the NGVD 29 superseded value.
 CG0120
 CG0120.The geoid height was determined by GEOID03.
 CG0120
 CG0120;                    North         East    Units  Estimated Accuracy
 CG0120;SPC AZ E     -   101,730.      199,940.      MT  (+/- 180 meters Scaled)
 CG0120
 CG0120                          SUPERSEDED SURVEY CONTROL
 CG0120
 CG0120  NGVD 29 (??/??/92) 1238.636  (m)         4063.76   (f) ADJ UNCH    2 0
 CG0120
 CG0120.Superseded values are not recommended for survey control.
 CG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0120.See file dsdata.txt to determine how the superseded data were derived.
 CG0120
 CG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA653315(NAD 83)
 CG0120_MARKER: DB = BENCH MARK DISK
 CG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0120_STAMPING: S 78 1934
 CG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0120+STABILITY: SURFACE MOTION
 CG0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0120+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 CG0120
 CG0120  HISTORY     - Date     Condition        Report By
 CG0120  HISTORY     - 1934     MONUMENTED       CGS
 CG0120  HISTORY     - 20060501 GOOD             WLBGRP
 CG0120
 CG0120                          STATION DESCRIPTION
 CG0120
 CG0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0120'3.2 MI SE FROM WHETSTONE.
 CG0120'3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0120'STATION AT WHETSTONE, COCHISE COUNTY, 5-1/2 POLES NORTH OF MILEPOST
 CG0120'1032, 70 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 25 FEET SOUTH
 CG0120'OF THE CENTERLINE OF A DIRT ROAD, AND 25 FEET SOUTHWEST OF A POINT 20
 CG0120'FEET SOUTH OF A WIRE GATE.  A STANDARD DISK, STAMPED S 78 1934 AND SET
 CG0120'IN THE TOP OF A CONCRETE POST.
 CG0120
 CG0120                          STATION RECOVERY (2006)
 CG0120
 CG0120'RECOVERY NOTE BY WLB GROUP INC 2006 (JAB)
 CG0120'DESIGNATION S 78, PID CG0120, ARIZONA, COCHISE, BENSON (1983) QUAD
 CG0120' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0172 ***********************************************************************
 CF0172  DESIGNATION -  S 79
 CF0172  PID         -  CF0172
 CF0172  STATE/COUNTY-  AZ/COCHISE
 CF0172  USGS QUAD   -  PEARCE (1985)
 CF0172
 CF0172                         *CURRENT SURVEY CONTROL
 CF0172  ___________________________________________________________________
 CF0172* NAD 83(1986)-  31 54 12.     (N)    109 47 46.     (W)     SCALED    
 CF0172* NAVD 88     -      1328.17   (+/-2cm)    4357.5    (feet)  VERTCON   
 CF0172  ___________________________________________________________________
 CF0172  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0172
 CF0172.The horizontal coordinates were scaled from a topographic map and have
 CF0172.an estimated accuracy of +/- 6 seconds.
 CF0172
 CF0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0172.The vertical order pertains to the NGVD 29 superseded value.
 CF0172
 CF0172.The geoid height was determined by GEOID03.
 CF0172
 CF0172;                    North         East    Units  Estimated Accuracy
 CF0172;SPC AZ E     -   100,210.      248,410.      MT  (+/- 180 meters Scaled)
 CF0172
 CF0172                          SUPERSEDED SURVEY CONTROL
 CF0172
 CF0172  NGVD 29 (??/??/92) 1327.346  (m)         4354.80   (f) ADJ UNCH    2 0
 CF0172
 CF0172.Superseded values are not recommended for survey control.
 CF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0172.See file dsdata.txt to determine how the superseded data were derived.
 CF0172
 CF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA138303(NAD 83)
 CF0172_MARKER: DB = BENCH MARK DISK
 CF0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0172_STAMPING: S 79 1934
 CF0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0172+STABILITY: SURFACE MOTION
 CF0172
 CF0172  HISTORY     - Date     Condition        Report By
 CF0172  HISTORY     - 1934     MONUMENTED       CGS
 CF0172  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0172
 CF0172                          STATION DESCRIPTION
 CF0172
 CF0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0172'1.4 MI E FROM PEARCE.
 CF0172'1.4 MILES EAST ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0172'ABOUT 100 YARDS SOUTHWEST OF THE FOOT OF A HILL, 40 FEET SOUTH OF THE
 CF0172'CENTERLINE OF THE HIGHWAY, AND 110 FEET NORTH OF A FENCE LINE.  A
 CF0172'STANDARD DISK, STAMPED S 79 1934 AND SET IN THE TOP OF A CONCRETE
 CF0172'POST.
 CF0172
 CF0172                          STATION RECOVERY (1980)
 CF0172
 CF0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0172'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0113 ***********************************************************************
 DB0113  DESIGNATION -  S 8
 DB0113  PID         -  DB0113
 DB0113  STATE/COUNTY-  AZ/YUMA
 DB0113  USGS QUAD   -  WELLTON MESA (1982)
 DB0113
 DB0113                         *CURRENT SURVEY CONTROL
 DB0113  ___________________________________________________________________
 DB0113* NAD 83(1986)-  32 40 59.     (N)    114 04 56.     (W)     SCALED    
 DB0113* NAVD 88     -        89.62   (+/-2cm)     294.0    (feet)  VERTCON   
 DB0113  ___________________________________________________________________
 DB0113  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DB0113  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0113
 DB0113.The horizontal coordinates were scaled from a topographic map and have
 DB0113.an estimated accuracy of +/- 6 seconds.
 DB0113
 DB0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0113.The vertical order pertains to the NGVD 29 superseded value.
 DB0113
 DB0113.The geoid height was determined by GEOID03.
 DB0113
 DB0113;                    North         East    Units  Estimated Accuracy
 DB0113;SPC AZ W     -   186,660.      182,200.      MT  (+/- 180 meters Scaled)
 DB0113
 DB0113                          SUPERSEDED SURVEY CONTROL
 DB0113
 DB0113  NGVD 29 (??/??/??)   88.982  (m)          291.94   (f) ADJUSTED    1 2
 DB0113
 DB0113.Superseded values are not recommended for survey control.
 DB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0113.See file dsdata.txt to determine how the superseded data were derived.
 DB0113
 DB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS735199(NAD 83)
 DB0113_MARKER: DB = BENCH MARK DISK
 DB0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0113_STAMPING: 291.935 S8 1927
 DB0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0113+STABILITY: SURFACE MOTION
 DB0113
 DB0113  HISTORY     - Date     Condition        Report By
 DB0113  HISTORY     - 1927     MONUMENTED       CGS
 DB0113  HISTORY     - 1952     GOOD             NGS
 DB0113  HISTORY     - 1957     GOOD             DOD
 DB0113
 DB0113                          STATION DESCRIPTION
 DB0113
 DB0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DB0113'3.3 MI NE FROM WELLTON.
 DB0113'1.0 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DB0113'THE STATION AT WELLTON, THENCE 2.3 MILES NORTHEAST ALONG THE
 DB0113'WELLTON-HASSAYAMPA PHOENIX BRANCH OF THE SOUTHERN PACIFIC
 DB0113'COMPANY RAILROAD, 9 POLES NORTHEAST OF MILE POST 773, 75 FEET
 DB0113'SOUTHEAST OF THE CENTER OF THE TRACK, 1.5 FEET HIGHER THAN THE
 DB0113'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 DB0113'FOOT ABOVE THE GROUND.
 DB0113
 DB0113                          STATION RECOVERY (1957)
 DB0113
 DB0113'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 DB0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0174 ***********************************************************************
 CG0174  DESIGNATION -  S 80
 CG0174  PID         -  CG0174
 CG0174  STATE/COUNTY-  AZ/COCHISE
 CG0174  USGS QUAD   -  HEREFORD (1983)
 CG0174
 CG0174                         *CURRENT SURVEY CONTROL
 CG0174  ___________________________________________________________________
 CG0174* NAD 83(1986)-  31 26 54.     (N)    110 05 54.     (W)     SCALED    
 CG0174* NAVD 88     -      1270.09   (+/-2cm)    4167.0    (feet)  VERTCON   
 CG0174  ___________________________________________________________________
 CG0174  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0174
 CG0174.The horizontal coordinates were scaled from a topographic map and have
 CG0174.an estimated accuracy of +/- 6 seconds.
 CG0174
 CG0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0174.The vertical order pertains to the NGVD 29 superseded value.
 CG0174
 CG0174.The geoid height was determined by GEOID03.
 CG0174
 CG0174;                    North         East    Units  Estimated Accuracy
 CG0174;SPC AZ E     -    49,710.      219,860.      MT  (+/- 180 meters Scaled)
 CG0174
 CG0174                          SUPERSEDED SURVEY CONTROL
 CG0174
 CG0174  NGVD 29 (??/??/92) 1269.239  (m)         4164.16   (f) ADJ UNCH    2 0
 CG0174
 CG0174.Superseded values are not recommended for survey control.
 CG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0174.See file dsdata.txt to determine how the superseded data were derived.
 CG0174
 CG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV856796(NAD 83)
 CG0174_MARKER: DB = BENCH MARK DISK
 CG0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0174_STAMPING: S 80 1934
 CG0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0174+STABILITY: SURFACE MOTION
 CG0174
 CG0174  HISTORY     - Date     Condition        Report By
 CG0174  HISTORY     - 1934     MONUMENTED       CGS
 CG0174  HISTORY     - 1945     GOOD             NGS
 CG0174
 CG0174                          STATION DESCRIPTION
 CG0174
 CG0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CG0174'0.8 MI NW FROM HEREFORD.
 CG0174'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0174'STATION AT HEREFORD, COCHISE COUNTY, 1-1/2 POLES SOUTHEAST OF BLOCK
 CG0174'SIGNAL 1068.2, 36 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET
 CG0174'EAST OF THE WIRE FENCE.  A STANDARD DISK, STAMPED S 80 1934 AND SET IN
 CG0174'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0153 ***********************************************************************
 CF0153  DESIGNATION -  S 81
 CF0153  PID         -  CF0153
 CF0153  STATE/COUNTY-  AZ/COCHISE
 CF0153  USGS QUAD   -  DOUGLAS NE (1978)
 CF0153
 CF0153                         *CURRENT SURVEY CONTROL
 CF0153  ___________________________________________________________________
 CF0153* NAD 83(1986)-  31 23 38.     (N)    109 30 54.     (W)     SCALED    
 CF0153* NAVD 88     -      1265.65   (+/-2cm)    4152.4    (feet)  VERTCON   
 CF0153  ___________________________________________________________________
 CF0153  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CF0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0153
 CF0153.The horizontal coordinates were scaled from a topographic map and have
 CF0153.an estimated accuracy of +/- 6 seconds.
 CF0153
 CF0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0153.The vertical order pertains to the NGVD 29 superseded value.
 CF0153
 CF0153.The geoid height was determined by GEOID03.
 CF0153
 CF0153;                    North         East    Units  Estimated Accuracy
 CF0153;SPC AZ E     -    43,850.      275,330.      MT  (+/- 180 meters Scaled)
 CF0153
 CF0153                          SUPERSEDED SURVEY CONTROL
 CF0153
 CF0153  NGVD 29 (??/??/92) 1264.826  (m)         4149.68   (f) ADJ UNCH    2 0
 CF0153
 CF0153.Superseded values are not recommended for survey control.
 CF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0153.See file dsdata.txt to determine how the superseded data were derived.
 CF0153
 CF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV411742(NAD 83)
 CF0153_MARKER: DB = BENCH MARK DISK
 CF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0153_STAMPING: S 81 1934
 CF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0153+STABILITY: SURFACE MOTION
 CF0153
 CF0153  HISTORY     - Date     Condition        Report By
 CF0153  HISTORY     - 1934     MONUMENTED       CGS
 CF0153
 CF0153                          STATION DESCRIPTION
 CF0153
 CF0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0153'4.0 MI NE FROM DOUGLAS.
 CF0153'4.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0153'STATION AT DOUGLAS, COCHISE COUNTY, 1/2 POLE NORTH OF MILEPOST 1111,
 CF0153'101 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 CF0153'NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED S 81 1934 AND SET IN
 CF0153'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0231 ***********************************************************************
 ES0231  DESIGNATION -  S 82
 ES0231  PID         -  ES0231
 ES0231  STATE/COUNTY-  AZ/NAVAJO
 ES0231  USGS QUAD   -  HEBER (1990)
 ES0231
 ES0231                         *CURRENT SURVEY CONTROL
 ES0231  ___________________________________________________________________
 ES0231* NAD 83(1986)-  34 23 34.     (N)    110 31 59.     (W)     SCALED    
 ES0231* NAVD 88     -      2018.668  (meters)    6622.91   (feet)  ADJUSTED  
 ES0231  ___________________________________________________________________
 ES0231  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0231  DYNAMIC HT  -        2015.678 (meters)    6613.10  (feet)  COMP
 ES0231  MODELED GRAV-     979,081.8   (mgal)                       NAVD 88
 ES0231
 ES0231  VERT ORDER  -  SECOND    CLASS 0
 ES0231
 ES0231.The horizontal coordinates were scaled from a topographic map and have
 ES0231.an estimated accuracy of +/- 6 seconds.
 ES0231
 ES0231.The orthometric height was determined by differential leveling
 ES0231.and adjusted in June 1991.
 ES0231
 ES0231.The geoid height was determined by GEOID03.
 ES0231
 ES0231.The dynamic height is computed by dividing the NAVD 88
 ES0231.geopotential number by the normal gravity value computed on the
 ES0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0231.degrees latitude (g = 980.6199 gals.).
 ES0231
 ES0231.The modeled gravity was interpolated from observed gravity values.
 ES0231
 ES0231;                    North         East    Units  Estimated Accuracy
 ES0231;SPC AZ E     -   376,280.      179,670.      MT  (+/- 180 meters Scaled)
 ES0231
 ES0231                          SUPERSEDED SURVEY CONTROL
 ES0231
 ES0231  NGVD 29 (??/??/92) 2017.706  (m)         6619.76   (f) ADJ UNCH    2 0
 ES0231
 ES0231.Superseded values are not recommended for survey control.
 ES0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0231.See file dsdata.txt to determine how the superseded data were derived.
 ES0231
 ES0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD429058(NAD 83)
 ES0231_MARKER: DB = BENCH MARK DISK
 ES0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0231_STAMPING: S 82 1935
 ES0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0231+STABILITY: SURFACE MOTION
 ES0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0231+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2005
 ES0231
 ES0231  HISTORY     - Date     Condition        Report By
 ES0231  HISTORY     - 1935     MONUMENTED       CGS
 ES0231  HISTORY     - 1956     GOOD             NGS
 ES0231  HISTORY     - 19871201 MARK NOT FOUND   USPSQD
 ES0231  HISTORY     - 20051030 GOOD             EVANS
 ES0231
 ES0231                          STATION DESCRIPTION
 ES0231
 ES0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ES0231'5.7 MI E FROM HEBER.
 ES0231'5.7 MILES EAST ALONG THE ARIPINE ROAD FROM THE POST OFFICE AT HEBER,
 ES0231'NAVAJO COUNTY, 0.1 MILE NORTH OF A CURVE, 0.1 MILE SOUTH OF THE TOP OF
 ES0231'A HILL, AT THE FOOT OF THE HILL, AND 27 FEET EAST OF THE CENTERLINE
 ES0231'LINE OF THE ROAD.  A STANDARD DISK, STAMPED S 82 1935 AND SET IN THE
 ES0231'TOP OF A CONCRETE POST.
 ES0231
 ES0231                          STATION RECOVERY (1987)
 ES0231
 ES0231'RECOVERY NOTE BY US POWER SQUADRON 1987 (SGC)
 ES0231'MARK NOT FOUND.
 ES0231
 ES0231                          STATION RECOVERY (2005)
 ES0231
 ES0231'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0231'FROM THE JUNCTION OF HWY 260 AND 277 IN HEBER TRAVEL EAST ON HWY 260
 ES0231'TO MILE POST 309.05 AND TURN LEFT ON TO AIRPARK DR. TRAVEL ON AIRPARK
 ES0231'DR. 0.12 MI AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0123 ***********************************************************************
 DA0123  DESIGNATION -  S 83
 DA0123  PID         -  DA0123
 DA0123  STATE/COUNTY-  AZ/MARICOPA
 DA0123  USGS QUAD   -  BIG HORN (1979)
 DA0123
 DA0123                         *CURRENT SURVEY CONTROL
 DA0123  ___________________________________________________________________
 DA0123* NAD 83(1986)-  32 52 02.     (N)    112 25 23.     (W)     SCALED    
 DA0123* NAVD 88     -       505.72   (+/-2cm)    1659.2    (feet)  VERTCON   
 DA0123  ___________________________________________________________________
 DA0123  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DA0123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0123
 DA0123.The horizontal coordinates were scaled from a topographic map and have
 DA0123.an estimated accuracy of +/- 6 seconds.
 DA0123
 DA0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0123.The vertical order pertains to the NGVD 29 superseded value.
 DA0123
 DA0123.The geoid height was determined by GEOID03.
 DA0123
 DA0123;                    North         East    Units  Estimated Accuracy
 DA0123;SPC AZ C     -   207,140.      165,970.      MT  (+/- 180 meters Scaled)
 DA0123
 DA0123                          SUPERSEDED SURVEY CONTROL
 DA0123
 DA0123  NGVD 29 (??/??/92)  505.053  (m)         1656.99   (f) ADJ UNCH    2 0
 DA0123
 DA0123.Superseded values are not recommended for survey control.
 DA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0123.See file dsdata.txt to determine how the superseded data were derived.
 DA0123
 DA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB668374(NAD 83)
 DA0123_MARKER: DB = BENCH MARK DISK
 DA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0123_STAMPING: S 83 1935
 DA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0123+STABILITY: SURFACE MOTION
 DA0123
 DA0123  HISTORY     - Date     Condition        Report By
 DA0123  HISTORY     - 1935     MONUMENTED       CGS
 DA0123  HISTORY     - 1967     MARK NOT FOUND   DOD
 DA0123
 DA0123                          STATION DESCRIPTION
 DA0123
 DA0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0123'17.8 MI E FROM GILA.
 DA0123'17.8 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 DA0123'PACIFIC CO. RAILROAD STATION AT GILA, MARICOPA COUNTY, 1.8 MILES WEST
 DA0123'OF THE BIG HORN SERVICE STATION, 140 YARDS WEST OF A WASH WHICH
 DA0123'CROSSES THE HIGHWAY, AND 57 FEET SOUTH OF THE CENTERLINE OF THE
 DA0123'HIGHWAY.  A STANDARD DISK, STAMPED S 83 1935 AND SET IN THE TOP OF A
 DA0123'CONCRETE POST.
 DA0123
 DA0123                          STATION RECOVERY (1967)
 DA0123
 DA0123'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 DA0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1256 ***********************************************************************
 CZ1256  DESIGNATION -  S 84
 CZ1256  PID         -  CZ1256
 CZ1256  STATE/COUNTY-  AZ/PINAL
 CZ1256  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1256
 CZ1256                         *CURRENT SURVEY CONTROL
 CZ1256  ___________________________________________________________________
 CZ1256* NAD 83(1986)-  32 31 59.     (N)    111 56 34.     (W)     SCALED    
 CZ1256* NAVD 88     -       487.06   (+/-2cm)    1598.0    (feet)  VERTCON   
 CZ1256  ___________________________________________________________________
 CZ1256  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 CZ1256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1256
 CZ1256.The horizontal coordinates were scaled from a topographic map and have
 CZ1256.an estimated accuracy of +/- 6 seconds.
 CZ1256
 CZ1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1256.The vertical order pertains to the NGVD 29 superseded value.
 CZ1256
 CZ1256.The geoid height was determined by GEOID03.
 CZ1256
 CZ1256;                    North         East    Units  Estimated Accuracy
 CZ1256;SPC AZ C     -   169,970.      210,910.      MT  (+/- 180 meters Scaled)
 CZ1256
 CZ1256                          SUPERSEDED SURVEY CONTROL
 CZ1256
 CZ1256  NGVD 29 (??/??/92)  486.463  (m)         1596.00   (f) ADJ UNCH    2 0
 CZ1256
 CZ1256.Superseded values are not recommended for survey control.
 CZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1256.See file dsdata.txt to determine how the superseded data were derived.
 CZ1256
 CZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA114999(NAD 83)
 CZ1256_MARKER: DB = BENCH MARK DISK
 CZ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1256_STAMPING: S 84 1935
 CZ1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1256+STABILITY: SURFACE MOTION
 CZ1256
 CZ1256  HISTORY     - Date     Condition        Report By
 CZ1256  HISTORY     - 1935     MONUMENTED       CGS
 CZ1256  HISTORY     - 1952     GOOD             NGS
 CZ1256  HISTORY     - 19920219 MARK NOT FOUND   NGS
 CZ1256
 CZ1256                          STATION DESCRIPTION
 CZ1256
 CZ1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1256'1.9 MI N FROM KOMELIH.
 CZ1256'0.6 MILE NORTHEAST ALONG THE CASA GRANDE COVERED WELLS ROAD FROM THE
 CZ1256'WINDMILL AT KOMELIH, THENCE 1.3 MILES NORTH ALONG THE OLD ABANDONED
 CZ1256'ROAD ON THE SOUTHSIDE OF A GROUP OF IRONWOOD TREES, 93 FEET NORTHWEST
 CZ1256'OF THE CENTER LINE OF A CROSSING OF A WASH WHICH PASSES THROUGH TREES,
 CZ1256'35 FEET WEST OF THE CENTER LINE ABOUT LEVEL WITH THE ROAD, 2.3 FEET
 CZ1256'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1256'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CZ1256
 CZ1256                          STATION RECOVERY (1992)
 CZ1256
 CZ1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0060 ***********************************************************************
 DA0060  DESIGNATION -  S 86
 DA0060  PID         -  DA0060
 DA0060  STATE/COUNTY-  AZ/MARICOPA
 DA0060  USGS QUAD   -  JOHNSON WELL (1986)
 DA0060
 DA0060                         *CURRENT SURVEY CONTROL
 DA0060  ___________________________________________________________________
 DA0060* NAD 83(1986)-  32 44 04.     (N)    112 22 21.     (W)     SCALED    
 DA0060* NAVD 88     -       817.43   (+/-2cm)    2681.9    (feet)  VERTCON   
 DA0060  ___________________________________________________________________
 DA0060  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0060
 DA0060.The horizontal coordinates were scaled from a topographic map and have
 DA0060.an estimated accuracy of +/- 6 seconds.
 DA0060
 DA0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0060.The vertical order pertains to the NGVD 29 superseded value.
 DA0060
 DA0060.The geoid height was determined by GEOID03.
 DA0060
 DA0060;                    North         East    Units  Estimated Accuracy
 DA0060;SPC AZ C     -   192,400.      170,640.      MT  (+/- 180 meters Scaled)
 DA0060
 DA0060                          SUPERSEDED SURVEY CONTROL
 DA0060
 DA0060  NGVD 29 (??/??/92)  816.709  (m)         2679.49   (f) ADJ UNCH    2 0
 DA0060
 DA0060.Superseded values are not recommended for survey control.
 DA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0060.See file dsdata.txt to determine how the superseded data were derived.
 DA0060
 DA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB713226(NAD 83)
 DA0060_MARKER: DB = BENCH MARK DISK
 DA0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0060_STAMPING: S 86 1935
 DA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0060+STABILITY: SURFACE MOTION
 DA0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0060+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0060
 DA0060  HISTORY     - Date     Condition        Report By
 DA0060  HISTORY     - 1935     MONUMENTED       CGS
 DA0060  HISTORY     - 1952     GOOD             NGS
 DA0060  HISTORY     - 20090206 GOOD             GEOCAC
 DA0060
 DA0060                          STATION DESCRIPTION
 DA0060
 DA0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0060'2.0 MI N FROM STOUTS WELL.
 DA0060'2.0 MILES NORTH ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL, ON
 DA0060'THE TOP OF A LOW RIDGE, ON THE OUTSIDE OF A CURVE, ABOUT 50 FEET NORTH
 DA0060'OF THE NORTH BANK OF A WASH, 15 FEET SOUTH OF THE CENTER LINE OF THE
 DA0060'ROAD, 1.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0060'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0060'WITH THE ROAD.
 DA0060
 DA0060                          STATION RECOVERY (2009)
 DA0060
 DA0060'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0060'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0060'THE DESCRIPTION - THE WITNESS POST IS GONE. THE MARK IS LOCATED IN
 DA0060'AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR). VISIT THE BMGR TO
 DA0060'OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT IS OBTAINED CALL
 DA0060'THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON EXITING THE AREA.
 DA0060'HANDHELD COORDINATES
 DA0060'32 44 05.0 (N)   112 22 22.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0134 ***********************************************************************
 DA0134  DESIGNATION -  S 87
 DA0134  PID         -  DA0134
 DA0134  STATE/COUNTY-  AZ/PINAL
 DA0134  USGS QUAD   -  HALEY HILLS (1981)
 DA0134
 DA0134                         *CURRENT SURVEY CONTROL
 DA0134  ___________________________________________________________________
 DA0134* NAD 83(1986)-  32 59 36.     (N)    112 09 07.     (W)     SCALED    
 DA0134* NAVD 88     -       410.85   (+/-2cm)    1347.9    (feet)  VERTCON   
 DA0134  ___________________________________________________________________
 DA0134  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0134
 DA0134.The horizontal coordinates were scaled from a topographic map and have
 DA0134.an estimated accuracy of +/- 6 seconds.
 DA0134
 DA0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0134.The vertical order pertains to the NGVD 29 superseded value.
 DA0134
 DA0134.The geoid height was determined by GEOID03.
 DA0134
 DA0134;                    North         East    Units  Estimated Accuracy
 DA0134;SPC AZ C     -   221,040.      191,370.      MT  (+/- 180 meters Scaled)
 DA0134
 DA0134                          SUPERSEDED SURVEY CONTROL
 DA0134
 DA0134  NGVD 29 (??/??/92)  410.268  (m)         1346.02   (f) ADJ UNCH    2 0
 DA0134
 DA0134.Superseded values are not recommended for survey control.
 DA0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0134.See file dsdata.txt to determine how the superseded data were derived.
 DA0134
 DA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB923511(NAD 83)
 DA0134_MARKER: DB = BENCH MARK DISK
 DA0134_SETTING: 80 = SET IN A BOULDER
 DA0134_SP_SET: BOULDER
 DA0134_STAMPING: S 87 1935
 DA0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0134+STABILITY: SURFACE MOTION
 DA0134
 DA0134  HISTORY     - Date     Condition        Report By
 DA0134  HISTORY     - 1935     MONUMENTED       CGS
 DA0134  HISTORY     - 1963     GOOD             DOD
 DA0134  HISTORY     - 1977     GOOD             USGS
 DA0134
 DA0134                          STATION DESCRIPTION
 DA0134
 DA0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0134'12.1 MI W FROM MARICOPA.
 DA0134'12.1 MILES WEST OF MARICOPA, PINAL COUNTY.  THIS BENCH MARK MAY BE
 DA0134'REACHED FROM THE POST OFFICE BY GOING 6.4 MILES NORTHWEST ALONG THE
 DA0134'SOUTHERN PACIFIC CO. RAILROAD, THENCE 5.7 MILES SOUTH ALONG THE HIDDEN
 DA0134'VALLEY ROAD.  IT IS AT THE NORTH EDGE OF HIDDEN VALLEY, AT THE BASE OF
 DA0134'A ROCKY MOUNTAIN, 72 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN
 DA0134'THE TOP OF A GRANITE BOULDER.  A STANDARD DISK, STAMPED S 87 1935.
 DA0134
 DA0134                          STATION RECOVERY (1963)
 DA0134
 DA0134'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1963
 DA0134'RECOVERED IN GOOD CONDITION.
 DA0134
 DA0134                          STATION RECOVERY (1977)
 DA0134
 DA0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0134'MARICOPA POST OFFICE, 0.1 MI N. OF, ALONG PAVED RD., THENCE 6.4 MI W.
 DA0134'ALONG SOUTHERN PACIFIC RR., THENCE 6.1 MI S. ALONG BLADED RD. AT
 DA0134'POINT WHERE RD. CURVES SLIGHTLY AROUND SE. END OF ROCK RIDGE, AT N.
 DA0134'END OF LONG NORTH-SOUTH STRETCH, 100 FT N. OF S. END OF RIDGE, 71 FT
 DA0134'W. OF AND ABOUT 10 FT HIGHER THAN CENTERLINE OF RD. CEMENTED IN TOP
 DA0134'OF 4X4 FT BOULDER THAT PROJECTS 2.4 FT ABOVE GROUND. NGS BRASS DISK
 DA0134'STAMPED S 87 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0399 ***********************************************************************
 CZ0399  DESIGNATION -  S 89
 CZ0399  PID         -  CZ0399
 CZ0399  STATE/COUNTY-  AZ/PINAL
 CZ0399  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0399
 CZ0399                         *CURRENT SURVEY CONTROL
 CZ0399  ___________________________________________________________________
 CZ0399* NAD 83(1986)-  32 32 24.     (N)    111 25 01.     (W)     SCALED    
 CZ0399* NAVD 88     -       548.67   (+/-2cm)    1800.1    (feet)  VERTCON   
 CZ0399  ___________________________________________________________________
 CZ0399  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0399
 CZ0399.The horizontal coordinates were scaled from a topographic map and have
 CZ0399.an estimated accuracy of +/- 6 seconds.
 CZ0399
 CZ0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0399.The vertical order pertains to the NGVD 29 superseded value.
 CZ0399
 CZ0399.The geoid height was determined by GEOID03.
 CZ0399
 CZ0399;                    North         East    Units  Estimated Accuracy
 CZ0399;SPC AZ C     -   170,850.      260,300.      MT  (+/- 180 meters Scaled)
 CZ0399
 CZ0399                          SUPERSEDED SURVEY CONTROL
 CZ0399
 CZ0399  NGVD 29 (??/??/92)  548.204  (m)         1798.57   (f) ADJ UNCH    2 0
 CZ0399
 CZ0399.Superseded values are not recommended for survey control.
 CZ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0399.See file dsdata.txt to determine how the superseded data were derived.
 CZ0399
 CZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB608003(NAD 83)
 CZ0399_MARKER: DB = BENCH MARK DISK
 CZ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0399_STAMPING: S 89 1935
 CZ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0399+STABILITY: SURFACE MOTION
 CZ0399
 CZ0399  HISTORY     - Date     Condition        Report By
 CZ0399  HISTORY     - 1935     MONUMENTED       CGS
 CZ0399  HISTORY     - 1951     GOOD             NGS
 CZ0399  HISTORY     - 1977     GOOD             USGS
 CZ0399
 CZ0399                          STATION DESCRIPTION
 CZ0399
 CZ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0399'6.1 MI W FROM RED ROCK.
 CZ0399'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0399'RAILROAD STATION AT RED ROCK, THENCE 5.8 MILES WEST ALONG A GRADED
 CZ0399'ROAD, ABOUT 0.1 MILE WEST OF A T JUNCTION OF A GRADED DIRT ROAD
 CZ0399'LEADING SOUTH, AT A CATTLE GUARD ACROSS THE ROAD, 179.5 FEET NORTHWEST
 CZ0399'OF THE NORTHWEST END OF THE CATTLE GUARD, 162 FEET NORTH OF
 CZ0399'THE CENTER LINE OF THE ROAD, 94.4 FEET NORTHWEST OF A TELEPHONE POLE,
 CZ0399'92.4 FEET SOUTHWEST OF A T IN A FENCE LINE, 1.8 FEET SOUTH OF A
 CZ0399'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 CZ0399'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CZ0399
 CZ0399                          STATION RECOVERY (1977)
 CZ0399
 CZ0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0399'0.2 MI SE. ALONG STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0399'STATION AT RED ROCK, THENCE 5.9 MI SW. ALONG SASCO RD. 385 FT NE. OF
 CZ0399'CATTLEGUARD, 155 FT N. OF CENTERLINE OF RD., 94 FT NW. OF TELEPHONE
 CZ0399'POLE, 92 FT SW. OF T IN FENCE LINE, 1.8 FT S. OF WITNESS POST, ABOUT
 CZ0399'2 FT LOWER THAN RD., IN CONCRETE POST PROJECTING 0.2 FT ABOVE GROUND.
 CZ0399'NGS DISK STAMPED S 89 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1051 ***********************************************************************
 DV1051  DESIGNATION -  S 9
 DV1051  PID         -  DV1051
 DV1051  STATE/COUNTY-  AZ/MARICOPA
 DV1051  USGS QUAD   -  HYDER SE (1982)
 DV1051
 DV1051                         *CURRENT SURVEY CONTROL
 DV1051  ___________________________________________________________________
 DV1051* NAD 83(1986)-  33 01 52.     (N)    113 19 05.     (W)     SCALED    
 DV1051* NAVD 88     -       163.38   (+/-2cm)     536.0    (feet)  VERTCON   
 DV1051  ___________________________________________________________________
 DV1051  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DV1051  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1051
 DV1051.The horizontal coordinates were scaled from a topographic map and have
 DV1051.an estimated accuracy of +/- 6 seconds.
 DV1051
 DV1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1051.The vertical order pertains to the NGVD 29 superseded value.
 DV1051
 DV1051.The geoid height was determined by GEOID03.
 DV1051
 DV1051;                    North         East    Units  Estimated Accuracy
 DV1051;SPC AZ C     -   226,070.       82,450.      MT  (+/- 180 meters Scaled)
 DV1051
 DV1051                          SUPERSEDED SURVEY CONTROL
 DV1051
 DV1051  NGVD 29 (??/??/92)  162.785  (m)          534.07   (f) ADJ UNCH    1 2
 DV1051
 DV1051.Superseded values are not recommended for survey control.
 DV1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1051.See file dsdata.txt to determine how the superseded data were derived.
 DV1051
 DV1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB835571(NAD 83)
 DV1051_MARKER: DB = BENCH MARK DISK
 DV1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1051_STAMPING: 534.070 S 9 1927
 DV1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1051+STABILITY: SURFACE MOTION
 DV1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1051+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 DV1051
 DV1051  HISTORY     - Date     Condition        Report By
 DV1051  HISTORY     - 1927     MONUMENTED       CGS
 DV1051  HISTORY     - 20021010 GOOD             MCDOT
 DV1051
 DV1051                          STATION DESCRIPTION
 DV1051
 DV1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1051'2.4 MI E FROM AGUA.
 DV1051'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 50 FEET SOUTH OF THE
 DV1051'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1051'LINE.  10 TELEPHONE POLES WEST OF MILEPOST 825.  1250 FEET EAST OF
 DV1051'BRIDGE NO. 824 B.  MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 4 FT.
 DV1051'BELOW TRACK.  MARK IS ON THE S.P.RR. WELLTON-HASSAYAMPA PHOENIX LINE.
 DV1051
 DV1051                          STATION RECOVERY (2002)
 DV1051
 DV1051'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1051'MARK FOUND IN GOOD CONDITION. ELEVATIONS APPEARS TO BE FAIRLY GOOD. WE
 DV1051'MEASURED WITHIN 0.10 FT FROM 3HT1.
 DV1051'UPDATED HORZONTAL COORDINATES ARE
 DV1051'LAT(GRS80)- 33 01 52.60025
 DV1051'LONG(GRS80)- 113 19 05.37520
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0903 ***********************************************************************
 CZ0903  DESIGNATION -  S 90
 CZ0903  PID         -  CZ0903
 CZ0903  STATE/COUNTY-  AZ/PIMA
 CZ0903  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0903
 CZ0903                         *CURRENT SURVEY CONTROL
 CZ0903  ___________________________________________________________________
 CZ0903* NAD 83(1986)-  32 26 03.     (N)    111 33 09.     (W)     SCALED    
 CZ0903* NAVD 88     -       728.05   (+/-2cm)    2388.6    (feet)  VERTCON   
 CZ0903  ___________________________________________________________________
 CZ0903  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0903
 CZ0903.The horizontal coordinates were scaled from a topographic map and have
 CZ0903.an estimated accuracy of +/- 6 seconds.
 CZ0903
 CZ0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0903.The vertical order pertains to the NGVD 29 superseded value.
 CZ0903
 CZ0903.The geoid height was determined by GEOID03.
 CZ0903
 CZ0903;                    North         East    Units  Estimated Accuracy
 CZ0903;SPC AZ C     -   159,070.      247,610.      MT  (+/- 180 meters Scaled)
 CZ0903
 CZ0903                          SUPERSEDED SURVEY CONTROL
 CZ0903
 CZ0903  NGVD 29 (??/??/92)  727.474  (m)         2386.72   (f) ADJ UNCH    2 0
 CZ0903
 CZ0903.Superseded values are not recommended for survey control.
 CZ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0903.See file dsdata.txt to determine how the superseded data were derived.
 CZ0903
 CZ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA480886(NAD 83)
 CZ0903_MARKER: DB = BENCH MARK DISK
 CZ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0903_STAMPING: S 90 1935
 CZ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0903+STABILITY: SURFACE MOTION
 CZ0903
 CZ0903  HISTORY     - Date     Condition        Report By
 CZ0903  HISTORY     - 1935     MONUMENTED       CGS
 CZ0903  HISTORY     - 1951     GOOD             NGS
 CZ0903
 CZ0903                          STATION DESCRIPTION
 CZ0903
 CZ0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0903'0.6 MI E FROM SILVER BELL CEMETERY.
 CZ0903'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY, ABOUT
 CZ0903'70 YARDS WEST OF A WIDE WASH CROSSING, AT A JUNCTION WITH A GRAVEL
 CZ0903'ROAD LEADING SOUTHEAST TO A MINE CAMP, 73 FEET WEST OF THE APPROXIMATE
 CZ0903'CENTER OF THE ROAD JUNCTION, 11 1/2 FEET SOUTH OF THE CENTER LINE OF
 CZ0903'THE MAIN ROAD, 1.3 FEET EAST OF THE WITNESS POST, AND ABOUT 1 FOOT
 CZ0903'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0903'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1356 ***********************************************************************
 CZ1356  DESIGNATION -  S 91
 CZ1356  PID         -  CZ1356
 CZ1356  STATE/COUNTY-  AZ/PINAL
 CZ1356  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1356
 CZ1356                         *CURRENT SURVEY CONTROL
 CZ1356  ___________________________________________________________________
 CZ1356* NAD 83(1986)-  32 33 06.     (N)    111 59 38.     (W)     SCALED    
 CZ1356* NAVD 88     -       502.26   (+/-2cm)    1647.8    (feet)  VERTCON   
 CZ1356  ___________________________________________________________________
 CZ1356  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CZ1356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1356
 CZ1356.The horizontal coordinates were scaled from a topographic map and have
 CZ1356.an estimated accuracy of +/- 6 seconds.
 CZ1356
 CZ1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1356.The vertical order pertains to the NGVD 29 superseded value.
 CZ1356
 CZ1356.The geoid height was determined by GEOID03.
 CZ1356
 CZ1356;                    North         East    Units  Estimated Accuracy
 CZ1356;SPC AZ C     -   172,040.      206,110.      MT  (+/- 180 meters Scaled)
 CZ1356
 CZ1356                          SUPERSEDED SURVEY CONTROL
 CZ1356
 CZ1356  NGVD 29 (??/??/92)  501.645  (m)         1645.81   (f) ADJ UNCH    2 0
 CZ1356
 CZ1356.Superseded values are not recommended for survey control.
 CZ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1356.See file dsdata.txt to determine how the superseded data were derived.
 CZ1356
 CZ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066020(NAD 83)
 CZ1356_MARKER: DB = BENCH MARK DISK
 CZ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1356_STAMPING: S 91 1935
 CZ1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1356+STABILITY: SURFACE MOTION
 CZ1356
 CZ1356  HISTORY     - Date     Condition        Report By
 CZ1356  HISTORY     - 1935     MONUMENTED       CGS
 CZ1356  HISTORY     - 1952     GOOD             NGS
 CZ1356
 CZ1356                          STATION DESCRIPTION
 CZ1356
 CZ1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1356'3.6 MI SE FROM QUAJOTE.
 CZ1356'3.6 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE WELL AT QUAJOTE, 136
 CZ1356'FEET NORTHWEST OF BM S 91 RM (USGS), 84 FEET NORTHWEST OF THE CENTER
 CZ1356'LINE OF THE ROAD, 28 FEET SOUTHEAST OF A NORTHEAST-SOUTHWEST DIRT AND
 CZ1356'DRAINAGE DITCH, 1.6 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE
 CZ1356'TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND, AND ABOUT
 CZ1356'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1357 ***********************************************************************
 CZ1357  DESIGNATION -  S 91 RM
 CZ1357  PID         -  CZ1357
 CZ1357  STATE/COUNTY-  AZ/PINAL
 CZ1357  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1357
 CZ1357                         *CURRENT SURVEY CONTROL
 CZ1357  ___________________________________________________________________
 CZ1357* NAD 83(1986)-  32 33 06.     (N)    111 59 38.     (W)     SCALED    
 CZ1357* NAVD 88     -       502.16   (+/-2cm)    1647.5    (feet)  VERTCON   
 CZ1357  ___________________________________________________________________
 CZ1357  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CZ1357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1357
 CZ1357.The horizontal coordinates were scaled from a topographic map and have
 CZ1357.an estimated accuracy of +/- 6 seconds.
 CZ1357
 CZ1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1357.The vertical order pertains to the NGVD 29 superseded value.
 CZ1357
 CZ1357.The geoid height was determined by GEOID03.
 CZ1357
 CZ1357;                    North         East    Units  Estimated Accuracy
 CZ1357;SPC AZ C     -   172,040.      206,110.      MT  (+/- 180 meters Scaled)
 CZ1357
 CZ1357                          SUPERSEDED SURVEY CONTROL
 CZ1357
 CZ1357  NGVD 29 (??/??/92)  501.549  (m)         1645.50   (f) ADJ UNCH    2 0
 CZ1357
 CZ1357.Superseded values are not recommended for survey control.
 CZ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1357.See file dsdata.txt to determine how the superseded data were derived.
 CZ1357
 CZ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066020(NAD 83)
 CZ1357_MARKER: B = BOLT
 CZ1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1357+STABILITY: SURFACE MOTION
 CZ1357
 CZ1357  HISTORY     - Date     Condition        Report By
 CZ1357  HISTORY     - UNK      MONUMENTED       USGS
 CZ1357  HISTORY     - 1952     GOOD             NGS
 CZ1357
 CZ1357                          STATION DESCRIPTION
 CZ1357
 CZ1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1357'3.6 MI SE FROM QUAJOTE.
 CZ1357'3.6 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE WELL AT QUAJOTE, 136
 CZ1357'FEET SOUTHEAST OF BM S 91, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CZ1357'ROAD, AND AN IRON BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1357'0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1282 ***********************************************************************
 CZ1282  DESIGNATION -  S 92
 CZ1282  PID         -  CZ1282
 CZ1282  STATE/COUNTY-  AZ/PINAL
 CZ1282  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1282
 CZ1282                         *CURRENT SURVEY CONTROL
 CZ1282  ___________________________________________________________________
 CZ1282* NAD 83(1986)-  32 30 52.     (N)    111 45 54.     (W)     SCALED    
 CZ1282* NAVD 88     -       501.43   (+/-2cm)    1645.1    (feet)  VERTCON   
 CZ1282  ___________________________________________________________________
 CZ1282  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ1282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1282
 CZ1282.The horizontal coordinates were scaled from a topographic map and have
 CZ1282.an estimated accuracy of +/- 6 seconds.
 CZ1282
 CZ1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1282.The vertical order pertains to the NGVD 29 superseded value.
 CZ1282
 CZ1282.The geoid height was determined by GEOID03.
 CZ1282
 CZ1282;                    North         East    Units  Estimated Accuracy
 CZ1282;SPC AZ C     -   167,920.      227,610.      MT  (+/- 180 meters Scaled)
 CZ1282
 CZ1282                          SUPERSEDED SURVEY CONTROL
 CZ1282
 CZ1282  NGVD 29 (??/??/92)  500.883  (m)         1643.31   (f) ADJ UNCH    2 0
 CZ1282
 CZ1282.Superseded values are not recommended for survey control.
 CZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1282.See file dsdata.txt to determine how the superseded data were derived.
 CZ1282
 CZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA281977(NAD 83)
 CZ1282_MARKER: DB = BENCH MARK DISK
 CZ1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1282_STAMPING: S 92 1935
 CZ1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1282+STABILITY: SURFACE MOTION
 CZ1282
 CZ1282  HISTORY     - Date     Condition        Report By
 CZ1282  HISTORY     - 1935     MONUMENTED       CGS
 CZ1282  HISTORY     - 1952     GOOD             NGS
 CZ1282  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1282
 CZ1282                          STATION DESCRIPTION
 CZ1282
 CZ1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1282'26.1 MI SW FROM TOLTEC.
 CZ1282'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1282'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1282'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1282'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1282'THENCE 6.3 MILES SOUTHWEST ALONG A DIRT ROAD, 0.4 MILE WEST OF A POINT
 CZ1282'WHERE THE ROAD PASSES THROUGH A WIRE GATE, 28 FEET NORTH OF THE CENTER
 CZ1282'LINE OF THE ROAD, 2.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP
 CZ1282'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND ABOUT
 CZ1282'LEVEL WITH THE ROAD.
 CZ1282
 CZ1282                          STATION RECOVERY (1963)
 CZ1282
 CZ1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0685 ***********************************************************************
 CZ0685  DESIGNATION -  S 93
 CZ0685  PID         -  CZ0685
 CZ0685  STATE/COUNTY-  AZ/PIMA
 CZ0685  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0685
 CZ0685                         *CURRENT SURVEY CONTROL
 CZ0685  ___________________________________________________________________
 CZ0685* NAD 83(1986)-  32 18 58.     (N)    111 29 49.     (W)     SCALED    
 CZ0685* NAVD 88     -       709.96   (+/-2cm)    2329.3    (feet)  VERTCON   
 CZ0685  ___________________________________________________________________
 CZ0685  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0685
 CZ0685.The horizontal coordinates were scaled from a topographic map and have
 CZ0685.an estimated accuracy of +/- 6 seconds.
 CZ0685
 CZ0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0685.The vertical order pertains to the NGVD 29 superseded value.
 CZ0685
 CZ0685.The geoid height was determined by GEOID03.
 CZ0685
 CZ0685;                    North         East    Units  Estimated Accuracy
 CZ0685;SPC AZ C     -   145,990.      252,880.      MT  (+/- 180 meters Scaled)
 CZ0685
 CZ0685                          SUPERSEDED SURVEY CONTROL
 CZ0685
 CZ0685  NGVD 29 (??/??/92)  709.355  (m)         2327.28   (f) ADJ UNCH    2 0
 CZ0685
 CZ0685.Superseded values are not recommended for survey control.
 CZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0685.See file dsdata.txt to determine how the superseded data were derived.
 CZ0685
 CZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA532755(NAD 83)
 CZ0685_MARKER: DB = BENCH MARK DISK
 CZ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0685_STAMPING: S 93 1935
 CZ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0685+STABILITY: SURFACE MOTION
 CZ0685
 CZ0685  HISTORY     - Date     Condition        Report By
 CZ0685  HISTORY     - 1935     MONUMENTED       CGS
 CZ0685  HISTORY     - 1951     GOOD             NGS
 CZ0685
 CZ0685                          STATION DESCRIPTION
 CZ0685
 CZ0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0685'11.1 MI SE FROM SILVER BELL.
 CZ0685'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0685'SILVER BELL, THENCE 11 MILES SOUTHEAST ALONG A GRAVEL ROAD, 3.3 MILES
 CZ0685'NORTHWEST OF THE FINCH RANCH, 0.9 MILE SOUTHEAST OF THE OLD RUINS OF
 CZ0685'ROMERO RANCH, 0.2 MILE NORTHWEST OF A TRACK ROAD INTERSECTION, 21 FEET
 CZ0685'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A WITNESS
 CZ0685'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE
 CZ0685'POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0571 ***********************************************************************
 CZ0571  DESIGNATION -  S 94
 CZ0571  PID         -  CZ0571
 CZ0571  STATE/COUNTY-  AZ/PIMA
 CZ0571  USGS QUAD   -  MARANA (1992)
 CZ0571
 CZ0571                         *CURRENT SURVEY CONTROL
 CZ0571  ___________________________________________________________________
 CZ0571* NAD 83(1986)-  32 23 52.     (N)    111 09 33.     (W)     SCALED    
 CZ0571* NAVD 88     -       633.62   (+/-2cm)    2078.8    (feet)  VERTCON   
 CZ0571  ___________________________________________________________________
 CZ0571  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CZ0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0571
 CZ0571.The horizontal coordinates were scaled from a topographic map and have
 CZ0571.an estimated accuracy of +/- 6 seconds.
 CZ0571
 CZ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0571.The vertical order pertains to the NGVD 29 superseded value.
 CZ0571
 CZ0571.The geoid height was determined by GEOID03.
 CZ0571
 CZ0571;                    North         East    Units  Estimated Accuracy
 CZ0571;SPC AZ C     -   155,230.      284,620.      MT  (+/- 180 meters Scaled)
 CZ0571
 CZ0571                          SUPERSEDED SURVEY CONTROL
 CZ0571
 CZ0571  NGVD 29 (??/??/92)  632.993  (m)         2076.74   (f) ADJ UNCH    2 0
 CZ0571
 CZ0571.Superseded values are not recommended for survey control.
 CZ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0571.See file dsdata.txt to determine how the superseded data were derived.
 CZ0571
 CZ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA850845(NAD 83)
 CZ0571_MARKER: DB = BENCH MARK DISK
 CZ0571_SETTING: 0 = UNSPECIFIED SETTING
 CZ0571_STAMPING: S 94 1935
 CZ0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0571+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 CZ0571
 CZ0571  HISTORY     - Date     Condition        Report By
 CZ0571  HISTORY     - 1935     MONUMENTED       CGS
 CZ0571  HISTORY     - 1951     GOOD             NGS
 CZ0571  HISTORY     - 20070621 GOOD             GEOCAC
 CZ0571
 CZ0571                          STATION DESCRIPTION
 CZ0571
 CZ0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0571'1.8 MI S FROM RILLITO.
 CZ0571'0.2 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0571'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0571'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 0.3 MILES WEST
 CZ0571'ALONG THE SILVER BELL ROAD, 0.4 MILE SOUTHEAST OF A CATTLE GUARD AND
 CZ0571'EL PASO NATURAL GAS LINE, 27 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 CZ0571'THE ROAD, 2.4 FEET SOUTHEAST OF THE WITNESS POST, AND ABOUT 1/2 FOOT
 CZ0571'ABOVE THE GROUND.
 CZ0571
 CZ0571                          STATION RECOVERY (2007)
 CZ0571
 CZ0571'RECOVERY NOTE BY GEOCACHING 2007 (JRB)
 CZ0571'TO REACH THE MARK FROM THE AVRA VALLEY ROAD INTERCHANGE OF INTERSTATE
 CZ0571'HIGHWAY 10 PROCEED WEST ON AVRA VALLEY ROAD FOR APPROX 1.8 MILES TO
 CZ0571'MAYBROOK AVE. GO SOUTH OF MAYBROOK AVE FOR APPROX 500 METERS TO THE
 CZ0571'MARK ON THE LEFT. MARK IS APPROX 5 METERS SOUTH OF A SIGN INDICATING
 CZ0571'THE ADDRESS OF THE NEARBY RESIDENCE AS 10500.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0625 ***********************************************************************
 FR0625  DESIGNATION -  S 95
 FR0625  PID         -  FR0625
 FR0625  STATE/COUNTY-  AZ/MOHAVE
 FR0625  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0625
 FR0625                         *CURRENT SURVEY CONTROL
 FR0625  ___________________________________________________________________
 FR0625* NAD 83(1986)-  35 43 16.     (N)    113 50 14.     (W)     SCALED    
 FR0625* NAVD 88     -      1575.747  (meters)    5169.76   (feet)  POSTED    
 FR0625  ___________________________________________________________________
 FR0625  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FR0625  DYNAMIC HT  -        1573.830 (meters)    5163.47  (feet)  COMP
 FR0625  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 FR0625
 FR0625  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0625
 FR0625.The horizontal coordinates were scaled from a topographic map and have
 FR0625.an estimated accuracy of +/- 6 seconds.
 FR0625
 FR0625.The orthometric height was determined by differential leveling
 FR0625.and adjusted by the  in 1992.
 FR0625.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0625.rate of 0.0 thru 1.0 mm/km.
 FR0625
 FR0625.The geoid height was determined by GEOID03.
 FR0625
 FR0625.The dynamic height is computed by dividing the NAVD 88
 FR0625.geopotential number by the normal gravity value computed on the
 FR0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0625.degrees latitude (g = 980.6199 gals.).
 FR0625
 FR0625.The modeled gravity was interpolated from observed gravity values.
 FR0625
 FR0625;                    North         East    Units  Estimated Accuracy
 FR0625;SPC AZ W     -   523,590.      205,470.      MT  (+/- 180 meters Scaled)
 FR0625
 FR0625                          SUPERSEDED SURVEY CONTROL
 FR0625
 FR0625  NGVD 29 (??/??/92) 1574.886  (m)         5166.94   (f) ADJ UNCH    2 0
 FR0625
 FR0625.Superseded values are not recommended for survey control.
 FR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0625.See file dsdata.txt to determine how the superseded data were derived.
 FR0625
 FR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE433567(NAD 83)
 FR0625_MARKER: DB = BENCH MARK DISK
 FR0625_SETTING: 80 = SET IN A BOULDER
 FR0625_SP_SET: BOULDER
 FR0625_STAMPING: S 95 1935
 FR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0625+STABILITY: SURFACE MOTION
 FR0625
 FR0625  HISTORY     - Date     Condition        Report By
 FR0625  HISTORY     - 1935     MONUMENTED       CGS
 FR0625  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0625
 FR0625                          STATION DESCRIPTION
 FR0625
 FR0625'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0625'36.3 MI NW FROM PEACH SPRINGS.
 FR0625'36.3 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0625'ABOUT 50 YARDS SOUTH OF A CURVE, AT THE ENTRANCE TO A NARROW CANYON,
 FR0625'14 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF THE CENTER
 FR0625'LINE OF A SMALL DRY WASH, IN THE TOP OF A LARGE FLAT BOULDER, AND
 FR0625'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0398 ***********************************************************************
 FR0398  DESIGNATION -  S 97
 FR0398  PID         -  FR0398
 FR0398  STATE/COUNTY-  AZ/MOHAVE
 FR0398  USGS QUAD   -  DIAMOND PEAK (1967)
 FR0398
 FR0398                         *CURRENT SURVEY CONTROL
 FR0398  ___________________________________________________________________
 FR0398* NAD 83(1986)-  35 45 49.     (N)    113 22 09.     (W)     SCALED    
 FR0398* NAVD 88     -       431.987  (meters)    1417.28   (feet)  POSTED    
 FR0398  ___________________________________________________________________
 FR0398  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FR0398  DYNAMIC HT  -         431.430 (meters)    1415.45  (feet)  COMP
 FR0398  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 FR0398
 FR0398  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0398
 FR0398.The horizontal coordinates were scaled from a topographic map and have
 FR0398.an estimated accuracy of +/- 6 seconds.
 FR0398
 FR0398.The orthometric height was determined by differential leveling
 FR0398.and adjusted by the  in 1992.
 FR0398.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0398.was located on a no-check spur therefore a value was not computed.
 FR0398.No vertical observational check was made to the station.
 FR0398
 FR0398.The geoid height was determined by GEOID03.
 FR0398
 FR0398.The dynamic height is computed by dividing the NAVD 88
 FR0398.geopotential number by the normal gravity value computed on the
 FR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0398.degrees latitude (g = 980.6199 gals.).
 FR0398
 FR0398.The modeled gravity was interpolated from observed gravity values.
 FR0398
 FR0398;                    North         East    Units  Estimated Accuracy
 FR0398;SPC AZ W     -   528,370.      247,800.      MT  (+/- 180 meters Scaled)
 FR0398
 FR0398                          SUPERSEDED SURVEY CONTROL
 FR0398
 FR0398  NGVD 29 (??/??/92)  431.002  (m)         1414.05   (f) ADJ UNCH    2 0
 FR0398
 FR0398.Superseded values are not recommended for survey control.
 FR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0398.See file dsdata.txt to determine how the superseded data were derived.
 FR0398
 FR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE858603(NAD 83)
 FR0398_MARKER: DB = BENCH MARK DISK
 FR0398_SETTING: 66 = SET IN ROCK OUTCROP
 FR0398_SP_SET: GRANITE LEDGE
 FR0398_STAMPING: S 97 1935
 FR0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0398+STABILITY: POSITION/ELEVATION WELL
 FR0398
 FR0398  HISTORY     - Date     Condition        Report By
 FR0398  HISTORY     - 1935     MONUMENTED       CGS
 FR0398
 FR0398                          STATION DESCRIPTION
 FR0398
 FR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0398'20.4 MI N FROM PEACH SPRINGS.
 FR0398'ABOUT 20.4 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0398'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, ABOUT 0.7 MILE NORTH
 FR0398'ALONG THE DIAMOND CREEK TRAIL, ABOUT 0.4 MILE SOUTH OF THE COLORADO
 FR0398'RIVER, ABOUT MIDWAY BETWEEN TWO SHARP CURVES AT THE EAST WALL OF A
 FR0398'CANYON, IN THE TOP OF A GRANITE LEDGE, AND ABOUT 5 FEET HIGHER THAN
 FR0398'THE CREEK.  A STANDARD DISK, STAMPED S 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0174 ***********************************************************************
 FR0174  DESIGNATION -  S 98
 FR0174  PID         -  FR0174
 FR0174  STATE/COUNTY-  AZ/COCONINO
 FR0174  USGS QUAD   -  MAY TANK POCKET (1989)
 FR0174
 FR0174                         *CURRENT SURVEY CONTROL
 FR0174  ___________________________________________________________________
 FR0174* NAD 83(1986)-  35 05 01.     (N)    112 08 20.     (W)     SCALED    
 FR0174* NAVD 88     -      2112.75   (+/-2cm)    6931.6    (feet)  VERTCON   
 FR0174  ___________________________________________________________________
 FR0174  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FR0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0174
 FR0174.The horizontal coordinates were scaled from a topographic map and have
 FR0174.an estimated accuracy of +/- 6 seconds.
 FR0174
 FR0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0174.The vertical order pertains to the NGVD 29 superseded value.
 FR0174
 FR0174.The geoid height was determined by GEOID03.
 FR0174
 FR0174;                    North         East    Units  Estimated Accuracy
 FR0174;SPC AZ C     -   452,870.      193,100.      MT  (+/- 180 meters Scaled)
 FR0174
 FR0174                          SUPERSEDED SURVEY CONTROL
 FR0174
 FR0174  NGVD 29 (??/??/92) 2111.767  (m)         6928.36   (f) ADJ UNCH    2 0
 FR0174
 FR0174.Superseded values are not recommended for survey control.
 FR0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0174.See file dsdata.txt to determine how the superseded data were derived.
 FR0174
 FR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD961829(NAD 83)
 FR0174_MARKER: DB = BENCH MARK DISK
 FR0174_SETTING: 80 = SET IN A BOULDER
 FR0174_SP_SET: BOULDER
 FR0174_STAMPING: S 98 1935
 FR0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0174+STABILITY: SURFACE MOTION
 FR0174
 FR0174  HISTORY     - Date     Condition        Report By
 FR0174  HISTORY     - 1935     MONUMENTED       CGS
 FR0174  HISTORY     - 1959     GOOD             USGS
 FR0174
 FR0174                          STATION DESCRIPTION
 FR0174
 FR0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0174'14.3 MI S FROM WILLIAMS.
 FR0174'14.3 MILES SOUTH ALONG THE PERKINSVILLE ROAD FROM THE ATCHISON, TOPEKA
 FR0174'AND SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, 35 FEET
 FR0174'EAST OF THE EDGE OF A SMALL CANYON, ABOUT 75 FEET WEST OF THE CENTER
 FR0174'LINE OF THE ROAD, IN THE TOP OF A LARGE BOULDER, AND ABOUT 5 FEET
 FR0174'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED S 98 1935. NOTE--
 FR0174'NOTED 8.0 FEET LOWER THAN THE ROAD WAY.
 FR0174
 FR0174                          STATION RECOVERY (1959)
 FR0174
 FR0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FR0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1218 ***********************************************************************
 DV1218  DESIGNATION -  S 99
 DV1218  PID         -  DV1218
 DV1218  STATE/COUNTY-  AZ/LA PAZ
 DV1218  USGS QUAD   -  HOPE (1990)
 DV1218
 DV1218                         *CURRENT SURVEY CONTROL
 DV1218  ___________________________________________________________________
 DV1218* NAD 83(1986)-  33 43 49.     (N)    113 43 08.     (W)     SCALED    
 DV1218* NAVD 88     -       438.562  (meters)    1438.85   (feet)  ADJUSTED  
 DV1218  ___________________________________________________________________
 DV1218  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV1218  DYNAMIC HT  -         438.061 (meters)    1437.21  (feet)  COMP
 DV1218  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 DV1218
 DV1218  VERT ORDER  -  FIRST     CLASS II
 DV1218
 DV1218.The horizontal coordinates were scaled from a topographic map and have
 DV1218.an estimated accuracy of +/- 6 seconds.
 DV1218
 DV1218.The orthometric height was determined by differential leveling
 DV1218.and adjusted in June 1991.
 DV1218
 DV1218.The geoid height was determined by GEOID03.
 DV1218
 DV1218.The dynamic height is computed by dividing the NAVD 88
 DV1218.geopotential number by the normal gravity value computed on the
 DV1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1218.degrees latitude (g = 980.6199 gals.).
 DV1218
 DV1218.The modeled gravity was interpolated from observed gravity values.
 DV1218
 DV1218;                    North         East    Units  Estimated Accuracy
 DV1218;SPC AZ W     -   302,750.      216,240.      MT  (+/- 180 meters Scaled)
 DV1218
 DV1218                          SUPERSEDED SURVEY CONTROL
 DV1218
 DV1218  NGVD 29 (??/??/92)  437.868  (m)         1436.57   (f) ADJ UNCH    1 2
 DV1218
 DV1218.Superseded values are not recommended for survey control.
 DV1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1218.See file dsdata.txt to determine how the superseded data were derived.
 DV1218
 DV1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC480355(NAD 83)
 DV1218_MARKER: DB = BENCH MARK DISK
 DV1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1218_STAMPING: S 99 1935
 DV1218_MARK LOGO: CGS   
 DV1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1218+STABILITY: SURFACE MOTION
 DV1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1218+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1218
 DV1218  HISTORY     - Date     Condition        Report By
 DV1218  HISTORY     - 1935     MONUMENTED       CGS
 DV1218  HISTORY     - 1948     GOOD             NGS
 DV1218  HISTORY     - 1981     GOOD             NGS
 DV1218  HISTORY     - 20010506 GOOD             NGS
 DV1218  HISTORY     - 20071019 GOOD             GEOCAC
 DV1218
 DV1218                          STATION DESCRIPTION
 DV1218
 DV1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1218'2.3 MI SE FROM VICKSBURG.
 DV1218'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE STATION AT
 DV1218'VICKSBURG, 1.0 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 60, AND
 DV1218'30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DV1218'STAMPED S 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DV1218
 DV1218                          STATION RECOVERY (1981)
 DV1218
 DV1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1218'RECOVERED IN GOOD CONDITION.
 DV1218
 DV1218                          STATION RECOVERY (2001)
 DV1218
 DV1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 DV1218'RECOVERED IN GOOD CONDITION.
 DV1218
 DV1218                          STATION RECOVERY (2007)
 DV1218
 DV1218'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1218'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1218'THE DESCRIPTION - THERE MARK IS 1.3 FEET EAST OF A WITNESS POST.
 DV1218'HANDHELD COORDINATES
 DV1218'33 43 49.2 (N)   113 43 06.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7987 ***********************************************************************
 DK7987  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7987  DESIGNATION -  S1 R
 DK7987  PID         -  DK7987
 DK7987  STATE/COUNTY-  AZ/GILA
 DK7987  USGS QUAD   -  CAMMERMAN WASH (1966)
 DK7987
 DK7987                         *CURRENT SURVEY CONTROL
 DK7987  ___________________________________________________________________
 DK7987* NAD 83(2007)-  33 24 14.12802(N)    110 44 36.05798(W)     ADJUSTED  
 DK7987* NAVD 88     -      1196.05   (meters)    3924.0    (feet)  GPS OBS   
 DK7987  ___________________________________________________________________
 DK7987  EPOCH DATE  -        2007.00
 DK7987  X           -  -1,888,118.283 (meters)                     COMP
 DK7987  Y           -  -4,985,349.556 (meters)                     COMP
 DK7987  Z           -   3,492,086.987 (meters)                     COMP
 DK7987  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DK7987  ELLIP HEIGHT-        1168.853 (meters)          (01/09/09) ADJUSTED
 DK7987  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DK7987  HORZ ORDER  -  B
 DK7987  ELLP ORDER  -  FOURTH    CLASS II
 DK7987
 DK7987.The horizontal coordinates were established by GPS observations
 DK7987.and adjusted by the National Geodetic Survey in January 2009.
 DK7987
 DK7987.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7987.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7987.The horizontal coordinates are valid at the epoch date displayed above.
 DK7987.The epoch date for horizontal control is a decimal equivalence
 DK7987.of Year/Month/Day.
 DK7987
 DK7987.The orthometric height was determined by GPS observations and a
 DK7987.high-resolution geoid model.
 DK7987.The orthometric height was determined by GPS observations and a
 DK7987.high-resolution geoid model using precise GPS observation and
 DK7987.processing techniques.
 DK7987
 DK7987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7987
 DK7987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7987
 DK7987.The ellipsoidal height was determined by GPS observations
 DK7987.and is referenced to NAD 83.
 DK7987
 DK7987.The geoid height was determined by GEOID03.
 DK7987
 DK7987;                    North         East     Units Scale Factor Converg.
 DK7987;SPC AZ E     -   266,694.159   159,719.053   MT  0.99993546   -0 19 03.0
 DK7987;SPC AZ E     -   874,980.84    524,012.64   iFT  0.99993546   -0 19 03.0
 DK7987;UTM  12      - 3,696,096.928   523,865.417   MT  0.99960702   +0 08 28.7
 DK7987
 DK7987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7987!SPC AZ E     -   0.99981653  x   0.99993546  =   0.99975200
 DK7987!UTM  12      -   0.99981653  x   0.99960702  =   0.99942362
 DK7987
 DK7987                          SUPERSEDED SURVEY CONTROL
 DK7987
 DK7987.No superseded survey control is available for this station.
 DK7987
 DK7987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2386596097(NAD 83)
 DK7987_MARKER: DD = SURVEY DISK
 DK7987_SETTING: 66 = SET IN ROCK OUTCROP
 DK7987_STAMPING: S1-R 2005
 DK7987_MARK LOGO: AZ-007
 DK7987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7987+STABILITY: POSITION/ELEVATION WELL
 DK7987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7987+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7987
 DK7987  HISTORY     - Date     Condition        Report By
 DK7987  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7987
 DK7987                          STATION DESCRIPTION
 DK7987
 DK7987'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7987'FROM THE COURTHOUSE IN GLOBE,ARIZONA TRAVEL EAST ON U.S. 60 FOR 0.5MI.
 DK7987'TO THE INTERSECTION OF U.S. 60 AND S.R.  70 GO NORTH FOR 1.3MI TO AN
 DK7987'UNNAMED ROAD TURN EAST FOR 0.1MI.  MONUMENT IS BRASS CAP IN BEDROCK ON
 DK7987'TOP OF HILL 2 FT (0.6 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2390 ***********************************************************************
 CZ2390  DESIGNATION -  SA 105
 CZ2390  PID         -  CZ2390
 CZ2390  STATE/COUNTY-  AZ/PIMA
 CZ2390  USGS QUAD   -  WEST OF AVRA (1989)
 CZ2390
 CZ2390                         *CURRENT SURVEY CONTROL
 CZ2390  ___________________________________________________________________
 CZ2390* NAD 83(2007)-  32 17 29.97827(N)    111 19 17.31650(W)     ADJUSTED  
 CZ2390* NAVD 88     -       654.3    (meters)    2147.     (feet)  VERTCON   
 CZ2390  ___________________________________________________________________
 CZ2390  EPOCH DATE  -        2007.00
 CZ2390  X           -  -1,962,488.844 (meters)                     COMP
 CZ2390  Y           -  -5,027,954.013 (meters)                     COMP
 CZ2390  Z           -   3,388,148.815 (meters)                     COMP
 CZ2390  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 CZ2390  ELLIP HEIGHT-         624.259 (meters)          (02/10/07) ADJUSTED
 CZ2390  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ2390
 CZ2390  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2390  Type    PID    Designation                      North   East  Ellip
 CZ2390  -------------------------------------------------------------------
 CZ2390  NETWORK CZ2390 SA 105                            0.61   0.86   2.61
 CZ2390  -------------------------------------------------------------------
 CZ2390
 CZ2390.The horizontal coordinates were established by GPS observations
 CZ2390.and adjusted by the National Geodetic Survey in February 2007.
 CZ2390
 CZ2390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2390.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2390.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2390.The epoch date for horizontal control is a decimal equivalence
 CZ2390.of Year/Month/Day.
 CZ2390
 CZ2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2390
 CZ2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2390
 CZ2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2390
 CZ2390.The ellipsoidal height was determined by GPS observations
 CZ2390.and is referenced to NAD 83.
 CZ2390
 CZ2390.The geoid height was determined by GEOID03.
 CZ2390
 CZ2390;                    North         East     Units Scale Factor Converg.
 CZ2390;SPC AZ C     -   143,361.402   269,417.428   MT  0.99993874   +0 19 04.7
 CZ2390;SPC AZ C     -   470,345.81    883,915.45   iFT  0.99993874   +0 19 04.7
 CZ2390;UTM  12      - 3,572,810.184   469,731.244   MT  0.99961130   -0 10 18.3
 CZ2390
 CZ2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2390!SPC AZ C     -   0.99990199  x   0.99993874  =   0.99984074
 CZ2390!UTM  12      -   0.99990199  x   0.99961130  =   0.99951333
 CZ2390
 CZ2390                          SUPERSEDED SURVEY CONTROL
 CZ2390
 CZ2390  ELLIP H (06/11/02)  624.296  (m)                       GP(       ) 4 2
 CZ2390  NAD 83(1992)-  32 17 29.97707(N)    111 19 17.31506(W) AD(       ) 1
 CZ2390  ELLIP H (08/23/93)  624.366  (m)                       GP(       ) 4 2
 CZ2390  NAD 83(1986)-  32 17 29.97213(N)    111 19 17.31510(W) AD(       ) 1
 CZ2390  NGVD 29 (05/25/90)  653.7    (m)         2145.     (f) GPS OBS     3  
 CZ2390
 CZ2390.Superseded values are not recommended for survey control.
 CZ2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2390.See file dsdata.txt to determine how the superseded data were derived.
 CZ2390
 CZ2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6973172810(NAD 83)
 CZ2390_MARKER: DV = VERTICAL CONTROL DISK
 CZ2390_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ2390+WITH SETTING: PAVEMENT
 CZ2390_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2390+STABILITY: SURFACE MOTION
 CZ2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2390+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2008
 CZ2390
 CZ2390  HISTORY     - Date     Condition        Report By
 CZ2390  HISTORY     - 1987     MONUMENTED       NGS
 CZ2390  HISTORY     - 19970129 GOOD             USPSQD
 CZ2390  HISTORY     - 20081024 GOOD             CAP
 CZ2390
 CZ2390                          STATION DESCRIPTION
 CZ2390
 CZ2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2390'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 CZ2390'WEST-NORTHWEST OF SOUTH TUCSON,
 CZ2390'30.6 KM (19 MI) SOUTH OF RED ROCK AND
 CZ2390'25.7 KM (16 MI) NORTH OF THREE POINTS.
 CZ2390'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ2390'
 CZ2390'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2390'AVRA VALLEY ROAD WHICH IS ABOUT 27.4 KM (17 MI) NORTHWEST OF SOUTH
 CZ2390'TUCSON, GO WEST FOR 8.4 KM (5.2 MI) ON AVRA VALLEY ROAD TO A SIDE
 CZ2390'ROAD LEFT, SANDARIO ROAD.
 CZ2390'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 8.8 KM (5.45 MI) ON AVRA
 CZ2390'VALLEY ROAD TO A CROSSROAD, TRICO ROAD.
 CZ2390'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 2.3 KM (1.45 MI) ON AVRA
 CZ2390'VALLEY ROAD TO A PAVED CROSSROAD, ANWAY ROAD.
 CZ2390'TURN LEFT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ANWAY ROAD TO TUCKER
 CZ2390'ST ON THE RIGHT.
 CZ2390'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ANWAY
 CZ2390'ROAD TO THE JUNCTION OF MANVILLE ROAD AND THE STATION ON THE RIGHT,
 CZ2390'AT THE NORTHWEST ANGLE OF THE INTERSECTION.
 CZ2390'
 CZ2390'THE STATION IS A STANDARD NGS DISK
 CZ2390'STAMPED---SA 105 1987---,
 CZ2390'SET INTO A DRILL HOLE IN THE TOP OF THE WEST END OF A CONCRETE
 CZ2390'MOTOR MOUNT 1.22 METERS (4 FT) BY 1.98 METERS (6.5 FT) PROJECTING
 CZ2390'1.13 METERS ABOVE GROUND.  LOCATED
 CZ2390'12.50 METERS (41.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 CZ2390'OF ANWAY ROAD,
 CZ2390'9.25 METERS (32.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2390'OF MANVILLE ROAD,
 CZ2390'9.30 METERS (30.5 FT) SOUTHEAST FROM A TELEPHONE POLE WITH ONE GUY
 CZ2390'WIRE AND
 CZ2390'1.07 METERS (3.5 FT) SOUTH-SOUTHEAST FROM THE NORTHWEST CORNER OF
 CZ2390'THE MOTOR MOUNT.
 CZ2390'
 CZ2390'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2390'
 CZ2390'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2390'
 CZ2390'DESCRIBED BY R.W. MCALLISTER.
 CZ2390
 CZ2390                          STATION RECOVERY (1997)
 CZ2390
 CZ2390'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2390'RECOVERED IN GOOD CONDITION.
 CZ2390
 CZ2390                          STATION RECOVERY (2008)
 CZ2390
 CZ2390'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 CZ2390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2391 ***********************************************************************
 CZ2391  DESIGNATION -  SA 109
 CZ2391  PID         -  CZ2391
 CZ2391  STATE/COUNTY-  AZ/PIMA
 CZ2391  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ2391
 CZ2391                         *CURRENT SURVEY CONTROL
 CZ2391  ___________________________________________________________________
 CZ2391* NAD 83(2007)-  32 10 20.19161(N)    111 13 03.59603(W)     ADJUSTED  
 CZ2391* NAVD 88     -       705.2    (meters)    2314.     (feet)  VERTCON   
 CZ2391  ___________________________________________________________________
 CZ2391  EPOCH DATE  -        2007.00
 CZ2391  X           -  -1,955,947.004 (meters)                     COMP
 CZ2391  Y           -  -5,038,124.548 (meters)                     COMP
 CZ2391  Z           -   3,376,976.261 (meters)                     COMP
 CZ2391  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CZ2391  ELLIP HEIGHT-         675.204 (meters)          (02/10/07) ADJUSTED
 CZ2391  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ2391
 CZ2391  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2391  Type    PID    Designation                      North   East  Ellip
 CZ2391  -------------------------------------------------------------------
 CZ2391  NETWORK CZ2391 SA 109                            0.49   0.82   2.43
 CZ2391  -------------------------------------------------------------------
 CZ2391
 CZ2391.The horizontal coordinates were established by GPS observations
 CZ2391.and adjusted by the National Geodetic Survey in February 2007.
 CZ2391
 CZ2391.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2391.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2391.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2391.The epoch date for horizontal control is a decimal equivalence
 CZ2391.of Year/Month/Day.
 CZ2391
 CZ2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2391
 CZ2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2391
 CZ2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2391
 CZ2391.The ellipsoidal height was determined by GPS observations
 CZ2391.and is referenced to NAD 83.
 CZ2391
 CZ2391.The geoid height was determined by GEOID03.
 CZ2391
 CZ2391;                    North         East     Units Scale Factor Converg.
 CZ2391;SPC AZ C     -   130,182.566   279,281.132   MT  0.99995357   +0 22 19.9
 CZ2391;SPC AZ C     -   427,108.16    916,276.68   iFT  0.99995357   +0 22 19.9
 CZ2391;UTM  12      - 3,559,552.142   479,478.838   MT  0.99960519   -0 06 57.2
 CZ2391
 CZ2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2391!SPC AZ C     -   0.99989399  x   0.99995357  =   0.99984757
 CZ2391!UTM  12      -   0.99989399  x   0.99960519  =   0.99949923
 CZ2391
 CZ2391                          SUPERSEDED SURVEY CONTROL
 CZ2391
 CZ2391  ELLIP H (06/11/02)  675.232  (m)                       GP(       ) 4 2
 CZ2391  NAD 83(1992)-  32 10 20.18982(N)    111 13 03.59436(W) AD(       ) 1
 CZ2391  ELLIP H (08/23/93)  675.310  (m)                       GP(       ) 4 2
 CZ2391  NAD 83(1986)-  32 10 20.18494(N)    111 13 03.59357(W) AD(       ) 1
 CZ2391  NGVD 29 (05/25/90)  704.5    (m)         2311.     (f) GPS OBS     3  
 CZ2391
 CZ2391.Superseded values are not recommended for survey control.
 CZ2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2391.See file dsdata.txt to determine how the superseded data were derived.
 CZ2391
 CZ2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7947959552(NAD 83)
 CZ2391_MARKER: DV = VERTICAL CONTROL DISK
 CZ2391_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ2391+WITH SETTING: PAVEMENT
 CZ2391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2391+STABILITY: SURFACE MOTION
 CZ2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2391+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2391
 CZ2391  HISTORY     - Date     Condition        Report By
 CZ2391  HISTORY     - 1987     MONUMENTED       NGS
 CZ2391  HISTORY     - 19950107 GOOD             USPSQD
 CZ2391  HISTORY     - 19990105 GOOD             USPSQD
 CZ2391  HISTORY     - 20011210 GOOD             NGS
 CZ2391
 CZ2391                          STATION DESCRIPTION
 CZ2391
 CZ2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2391'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI)
 CZ2391'WEST OF SOUTH TUCSON AND
 CZ2391'14.5 KM (9 MI) NORTH-NORTHEAST OF THREE POINTS.
 CZ2391'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2391'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2391'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2391'602-629-6223.
 CZ2391'
 CZ2391'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ2391'STATE HIGHWAY 86 (AJO WAY) WHICH IS ABOUT 3.2 KM (2 MI) SOUTH OF
 CZ2391'SOUTH TUCSON, GO SOUTHWEST FOR 18.5 KM (11.5 MI) ON HIGHWAY 86 TO
 CZ2391'THE MAIN GATE TO THE RYAN AIRPORT ON THE RIGHT.  CONTINUE STRAIGHT
 CZ2391'AHEAD AND GO SOUTHWESTERLY FOR 5.1 KM (3.15 MI) ON HIGHWAY 86 TO
 CZ2391'THE JUNCTION OF SANDARIO RD.
 CZ2391'TURN RIGHT AND GO NORTH FOR 6.4 KM (4.0 MI) ON SANDARIO RD TO THE
 CZ2391'STATION ON THE RIGHT, IN THE TOP OF A CONCRETE SLAB.
 CZ2391'
 CZ2391'THE STATION IS A STANDARD NGS DISK
 CZ2391'STAMPED---SA 109 1987---,
 CZ2391'SET INTO A DRILL HOLE IN THE TOP OF A 1.22 METERS (4 FT) BY 2.13
 CZ2391'METERS (7 FT) CONCRETE SLAB PROJECTING 3 CM ABOVE GROUND.  LOCATED
 CZ2391'30.18 METERS (99.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CZ2391'OF SANDARIO RD,
 CZ2391'27.28 METERS (89.5 FT) SOUTH-SOUTHEAST FROM A POWERLINE POLE,
 CZ2391'18.29 METERS (60.0 FT) EAST-NORTHEAST FROM THE CENTER OF A METAL
 CZ2391'PIPE GATE AND
 CZ2391'3.96 METERS (13.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 CZ2391'AN IDENTICALLY SIZED CONCRETE SLAB.
 CZ2391'
 CZ2391'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2391'
 CZ2391'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2391'
 CZ2391'DESCRIBED BY R.W. MCALLISTER.
 CZ2391
 CZ2391                          STATION RECOVERY (1995)
 CZ2391
 CZ2391'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2391'RECOVERED IN GOOD CONDITION.
 CZ2391
 CZ2391                          STATION RECOVERY (1999)
 CZ2391
 CZ2391'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ2391'RECOVERED IN GOOD CONDITION.
 CZ2391
 CZ2391                          STATION RECOVERY (2001)
 CZ2391
 CZ2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2391'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1882 ***********************************************************************
 CZ1882  DESIGNATION -  SACATON
 CZ1882  PID         -  CZ1882
 CZ1882  STATE/COUNTY-  AZ/PINAL
 CZ1882  USGS QUAD   -  PEPPERSAUCE WASH (1972)
 CZ1882
 CZ1882                         *CURRENT SURVEY CONTROL
 CZ1882  ___________________________________________________________________
 CZ1882* NAD 83(1992)-  32 35 10.59963(N)    110 32 23.04506(W)     ADJUSTED  
 CZ1882* NAVD 88     -       850.4    (meters)    2790.     (feet)  VERTCON   
 CZ1882  ___________________________________________________________________
 CZ1882  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CZ1882  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CZ1882  HORZ ORDER  -  FIRST
 CZ1882
 CZ1882.The horizontal coordinates were established by classical geodetic methods
 CZ1882.and adjusted by the National Geodetic Survey in August 1993.
 CZ1882
 CZ1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1882
 CZ1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1882
 CZ1882.The geoid height was determined by GEOID03.
 CZ1882
 CZ1882;                    North         East     Units Scale Factor Converg.
 CZ1882;SPC AZ C     -   176,710.651   342,628.250   MT  1.00010599   +0 44 30.0
 CZ1882;SPC AZ C     -   579,759.35  1,124,108.43   iFT  1.00010599   +0 44 30.0
 CZ1882;SPC AZ E     -   175,935.409   178,337.182   MT  0.99991512   -0 12 03.3
 CZ1882;SPC AZ E     -   577,215.91    585,095.74   iFT  0.99991512   -0 12 03.3
 CZ1882;UTM  12      - 3,605,516.609   543,195.804   MT  0.99962301   +0 14 52.4
 CZ1882
 CZ1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1882!SPC AZ C     -   0.99987091  x   1.00010599  =   0.99997689
 CZ1882!SPC AZ E     -   0.99987091  x   0.99991512  =   0.99978604
 CZ1882!UTM  12      -   0.99987091  x   0.99962301  =   0.99949397
 CZ1882
 CZ1882|---------------------------------------------------------------------|
 CZ1882| PID    Reference Object                     Distance      Geod. Az  |
 CZ1882|                                                           dddmmss.s |
 CZ1882| CC8157 SACATON RM 1                         13.926 METERS 14003     |
 CZ1882| CC8158 SACATON RM 2                         13.116 METERS 24320     |
 CZ1882| CC8156 SACATON AZ MK                                      2510921.9 |
 CZ1882|---------------------------------------------------------------------|
 CZ1882
 CZ1882                          SUPERSEDED SURVEY CONTROL
 CZ1882
 CZ1882  NAD 83(1986)-  32 35 10.59706(N)    110 32 23.04101(W) AD(       ) 1
 CZ1882  NAD 27      -  32 35 10.34900(N)    110 32 20.71500(W) AD(       ) 1
 CZ1882  NGVD 29 (07/19/86)  849.7    (m)         2788.     (f) VERT ANG    3  
 CZ1882
 CZ1882.Superseded values are not recommended for survey control.
 CZ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1882.See file dsdata.txt to determine how the superseded data were derived.
 CZ1882
 CZ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4319605517(NAD 83)
 CZ1882_MARKER: DS = TRIANGULATION STATION DISK
 CZ1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1882+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2007
 CZ1882
 CZ1882  HISTORY     - Date     Condition        Report By
 CZ1882  HISTORY     - 1947     MONUMENTED       CGS
 CZ1882  HISTORY     - 1972     GOOD             USGS
 CZ1882  HISTORY     - 20070223 GOOD             GEOCAC
 CZ1882
 CZ1882                          STATION DESCRIPTION
 CZ1882
 CZ1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1882'THE STATION IS LOCATED ABOUT 13.5 MILES EAST-SOUTHEAST OF
 CZ1882'ORACLE, ABOUT 11 MILES AIR LINE SOUTHEAST OF MAMMOTH AND
 CZ1882'ABOUT 2 MILES AIR LINE NORTHWEST OF THE SACATON RANCH, ON THE
 CZ1882'EAST END OF A BENCH, APPROXIMATELY 200 YARDS WEST OF POINT
 CZ1882'WHERE ROAD DROPS ABRUPTLY, 27 FEET NORTH OF AND APPROXIMATELY
 CZ1882'1 FOOT HIGHER THAN THE CENTER LINE OF ROAD AT CATTLE GUARD,
 CZ1882'7 FEET EAST OF A FENCE CORNER, 7 FEET WEST OF A 4X4 WITNESS
 CZ1882'POST, PROJECTS 3 INCHES AND IS STAMPED--SACATON 1947.
 CZ1882'
 CZ1882'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 CZ1882'THE STATION, 18 FEET SOUTHEAST OF AND ABOUT 6 INCHES LOWER
 CZ1882'THAN THE CENTER LINE OF ROAD AT CATTLE GUARD, 1 FOOT NORTH
 CZ1882'OF A FENCE LINE, PROJECTS 3 INCHES AND IS STAMPED--SACATON
 CZ1882'NO 1 1947.
 CZ1882'
 CZ1882'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 CZ1882'STATION, 33 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A
 CZ1882'FENCE LINE, PROJECTS 3 INCHES AND IS STAMPED--SACATON NO 2 1947.
 CZ1882'
 CZ1882'THE AZIMUTH MARK A BRONZE REFERENCE DISK IS LOCATED ALONG ROAD
 CZ1882'TO STATION AT THE TOP OF A KNOLL, 18 FEET SOUTH OF AND APPROXIMATELY
 CZ1882'THE SAME ELEVATION AS THE CENTER LINE OF ROAD, ABOUT 40 FEET
 CZ1882'EAST OF A LARGE CACTUS, 6 FEET NORTHEAST OF A 4X4 WITNESS
 CZ1882'POST.  PROJECTS 3 INCHES AND IS STAMPED SACATON NO 3 1947.
 CZ1882'
 CZ1882'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 77 AND THE MT.
 CZ1882'LEMON ROAD IN ORACLE.  GO EAST ON THE MT. LEMON ROAD FOR 5.25
 CZ1882'MILES TO A CROSSROAD AT THE TOP OF A HILL.  TURN LEFT (N)
 CZ1882'AND GO 0.3 MILE TO A FORK.  TAKE RIGHT FORK MAIN TRAVELED
 CZ1882'ROAD AND GO 2.6 MILES TO A FORK.  TAKE THE LEFT FORK STRAIGHT
 CZ1882'AHEAD AND GO 1.2 MILE TO A CATTLE GUARD.  CONTINUE STRAIGHT
 CZ1882'AHEAD FOR 3.4 MILES CROSSING TWO CATTLE GUARDS AND SEVERAL
 CZ1882'WASHES TO A FORK.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.55
 CZ1882'MILE TO FORK.  TAKE THE LEFT FORK MAIN TRAVELED ROAD FOR
 CZ1882'3.2 MILES TO TOP OF A SLIGHT GRADE AND AZIMUTH MARK AS
 CZ1882'DESCRIBED ABOVE--CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO CATTLE
 CZ1882'GUARD AND STATION SITE ON LEFT AS DESCRIBED ABOVE.
 CZ1882
 CZ1882                          STATION RECOVERY (1972)
 CZ1882
 CZ1882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (TAM)
 CZ1882'LOCATED ABOUT 11.0 MI. AIR LINE SOUTHEAST OF MAMMOTH, ABOUT
 CZ1882'5.5 MI. AIR LINE EAST OF SAN MANUAL, AND ABOUT 2.0 MI. AIR
 CZ1882'LINE NORTHWEST OF BINGHAMS SACATON RANCH.
 CZ1882'
 CZ1882'TO REACH FROM U.S. POST OFFICE, SAN MANUAL, ARIZ. 85631,
 CZ1882'DRIVE NE ALONG MC NAB PARKWAY 0.9 MI. TO JUNCTION WITH STATE
 CZ1882'HIGHWAY 76 SOUTH, TURN RIGHT ON HIGHWAY, 3.9 MI. TO RD. INT.
 CZ1882'TURN LEFT ON GRAVELED ROAD 2.6 MI. TO A CATTLE GUARD AND
 CZ1882'STATION.  27.0 FT. NORTH OF AND APPROXIMATELY 1.0 FT. HIGHER
 CZ1882'THAN THE CENTER LINE OF ROAD AT CATTLE GUARD.  A STANDARD
 CZ1882'TABLET, IN A CONCRETE POST, STAMPED SACATON 1947
 CZ1882
 CZ1882                          STATION RECOVERY (2007)
 CZ1882
 CZ1882'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1882'RECOVERED STATION MARK IN GOOD CONDITION, REFERENCE MARK 1 AND
 CZ1882'REFERENCE MARK 2 WERE NOT FOUND AND THE AZIMUTH MARK WAS NOT SEARCHED
 CZ1882'FOR AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION   THE
 CZ1882'STATION MARK IS 8.5 FEET NORTHEAST OF A FENCE POST, AND THE WITNESS
 CZ1882'POST WAS NOT FOUND.
 CZ1882' 
 CZ1882'THE LOCATION FOR REFERENCE MARK 1 WOULD BE IN REDDINGTON ROAD, AND
 CZ1882'REFERENCE MARK 2 MAY BE LOCATED UNDER A PILE OF ROCKS AND DIRT UNDER
 CZ1882'VEGETATION.
 CZ1882' 
 CZ1882'UPDATE TO THE TO REACH DESCRIPTION   STATE HIGHWAY 76 AND THE GRAVELED
 CZ1882'ROAD ARE CALLED REDDINGTON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2283 ***********************************************************************
 DU2283  DESIGNATION -  SACATON
 DU2283  PID         -  DU2283
 DU2283  STATE/COUNTY-  AZ/PINAL
 DU2283  USGS QUAD   -  SACATON BUTTE (1967)
 DU2283
 DU2283                         *CURRENT SURVEY CONTROL
 DU2283  ___________________________________________________________________
 DU2283* NAD 83(1992)-  33 04 16.90323(N)    111 53 51.20694(W)     ADJUSTED  
 DU2283* NAVD 88     -       458.5    (meters)    1504.     (feet)  VERTCON   
 DU2283  ___________________________________________________________________
 DU2283  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DU2283  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DU2283  HORZ ORDER  -  THIRD
 DU2283
 DU2283.The horizontal coordinates were established by classical geodetic methods
 DU2283.and adjusted by the National Geodetic Survey in August 1993.
 DU2283
 DU2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2283
 DU2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2283
 DU2283.The geoid height was determined by GEOID03.
 DU2283
 DU2283;                    North         East     Units Scale Factor Converg.
 DU2283;SPC AZ C     -   229,665.323   215,144.197   MT  0.99990004   +0 00 37.5
 DU2283;SPC AZ C     -   753,495.15    705,853.66   iFT  0.99990004   +0 00 37.5
 DU2283;UTM  12      - 3,659,556.294   416,220.085   MT  0.99968654   -0 29 23.3
 DU2283
 DU2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2283!SPC AZ C     -   0.99993276  x   0.99990004  =   0.99983280
 DU2283!UTM  12      -   0.99993276  x   0.99968654  =   0.99961932
 DU2283
 DU2283                          SUPERSEDED SURVEY CONTROL
 DU2283
 DU2283  NAD 83(1986)-  33 04 16.89921(N)    111 53 51.20302(W) AD(       ) 3
 DU2283  NGVD 29 (04/26/91)  458.0    (m)         1503.     (f) VERT ANG    3  
 DU2283
 DU2283.Superseded values are not recommended for survey control.
 DU2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2283.See file dsdata.txt to determine how the superseded data were derived.
 DU2283
 DU2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1622059556(NAD 83)
 DU2283_MARKER: DD = SURVEY DISK
 DU2283_SETTING: 66 = SET IN ROCK OUTCROP
 DU2283_SP_SET: SET IN BEDROCK
 DU2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2283+STABILITY: POSITION/ELEVATION WELL
 DU2283
 DU2283  HISTORY     - Date     Condition        Report By
 DU2283  HISTORY     - 1899     MONUMENTED       USGS
 DU2283  HISTORY     - 1921     GOOD             USGS
 DU2283  HISTORY     - 20060910 POOR             GEOCAC
 DU2283
 DU2283                          STATION DESCRIPTION
 DU2283
 DU2283'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2283'LOCATED ABOUT 8 MI E. OF MARICOPA STATION ON SOUTHERN PACIFIC
 DU2283'RR.  COUNTING FROM W. IT IS FOURTH IN LINE AND HIGHEST OF LOW
 DU2283'BUTTES.
 DU2283'
 DU2283'TO REACH NOT GIVEN.
 DU2283'
 DU2283'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2283'ROCK UNDER 7-FT HIGH ROCK CAIRN.
 DU2283'
 DU2283'RMS--NONE SET.
 DU2283
 DU2283                          STATION RECOVERY (1921)
 DU2283
 DU2283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1921
 DU2283'RECOVERED IN GOOD CONDITION.
 DU2283'
 DU2283'NOTE--10-FT HIGH ROCK CAIRN BUILT OVER STATION.
 DU2283
 DU2283                          STATION RECOVERY (2006)
 DU2283
 DU2283'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2283'THE CAIRN HAS BEEN PUSHED OVER, AND THE DISK OF THE MARK HAS BEEN
 DU2283'BROKEN OFF. THE STEM IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2147 ***********************************************************************
 DU2147  DESIGNATION -  SACATON BUTTE
 DU2147  PID         -  DU2147
 DU2147  STATE/COUNTY-  AZ/PINAL
 DU2147  USGS QUAD   -  SACATON BUTTE (1967)
 DU2147
 DU2147                         *CURRENT SURVEY CONTROL
 DU2147  ___________________________________________________________________
 DU2147* NAD 83(1992)-  33 04 17.76377(N)    111 53 45.11693(W)     ADJUSTED  
 DU2147* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 DU2147  ___________________________________________________________________
 DU2147  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DU2147  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DU2147  HORZ ORDER  -  FIRST
 DU2147
 DU2147.The horizontal coordinates were established by classical geodetic methods
 DU2147.and adjusted by the National Geodetic Survey in August 1993.
 DU2147
 DU2147.The orthometric height was scaled from a topographic map.
 DU2147
 DU2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2147
 DU2147.The geoid height was determined by GEOID03.
 DU2147
 DU2147;                    North         East     Units Scale Factor Converg.
 DU2147;SPC AZ C     -   229,691.861   215,302.141   MT  0.99990005   +0 00 40.9
 DU2147;SPC AZ C     -   753,582.22    706,371.85   iFT  0.99990005   +0 00 40.9
 DU2147;UTM  12      - 3,659,581.447   416,378.221   MT  0.99968622   -0 29 20.0
 DU2147
 DU2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2147!SPC AZ C     -   0.99994343  x   0.99990005  =   0.99984348
 DU2147!UTM  12      -   0.99994343  x   0.99968622  =   0.99962967
 DU2147
 DU2147:                Primary Azimuth Mark                     Grid Az
 DU2147:SPC AZ C     -  OCOTILLO GOODYEAR AUX FIELD TK           009 09 39.8
 DU2147:UTM  12      -  OCOTILLO GOODYEAR AUX FIELD TK           009 39 40.7
 DU2147
 DU2147|---------------------------------------------------------------------|
 DU2147| PID    Reference Object                     Distance      Geod. Az  |
 DU2147|                                                           dddmmss.s |
 DU2147| DU2135 OCOTILLO GOODYEAR AUX FIELD TK      APPROX.19.1 KM 0091020.7 |
 DU2147| DU2161 CHANDLER OLD MUNICIPAL TANK         APPROX.25.9 KM 0120022.6 |
 DU2147| CH5370 SACATON BUTTE RM 3 AZIMUTH                         0223200.0 |
 DU2147| CH5369 SACATON BUTTE RM 2                    5.170 METERS 06100     |
 DU2147| DU2115 SACATON WATER TANK OLD              APPROX.14.6 KM 0855804.3 |
 DU2147| DU2114 PHOENIX TUCSON AWY BCN 3 A          APPROX.15.5 KM 1010747.7 |
 DU2147| DU2118 SACATON PEAK AIR BEACON             APPROX.22.0 KM 1100510.8 |
 DU2147| CH5368 SACATON BUTTE RM 1                    7.690 METERS 34929     |
 DU2147|---------------------------------------------------------------------|
 DU2147
 DU2147                          SUPERSEDED SURVEY CONTROL
 DU2147
 DU2147  NAD 83(1986)-  33 04 17.75679(N)    111 53 45.12044(W) AD(       ) 1
 DU2147  NAD 27      -  33 04 17.56000(N)    111 53 42.62500(W) AD(       ) 1
 DU2147
 DU2147.Superseded values are not recommended for survey control.
 DU2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2147.See file dsdata.txt to determine how the superseded data were derived.
 DU2147
 DU2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1637859581(NAD 83)
 DU2147_MARKER: DS = TRIANGULATION STATION DISK
 DU2147_SETTING: 66 = SET IN ROCK OUTCROP
 DU2147
 DU2147  HISTORY     - Date     Condition        Report By
 DU2147  HISTORY     - 1935     MONUMENTED       CGS
 DU2147  HISTORY     - 1946     SEE DESCRIPTION  BOR
 DU2147  HISTORY     - 20060910 MARK NOT FOUND   GEOCAC
 DU2147
 DU2147                          STATION DESCRIPTION
 DU2147
 DU2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2147'ABOUT 10 MILES SOUTHEAST OF THE SACATON INDIAN AGENCY AND
 DU2147'ABOUT 200 YARDS EAST OF THE U.S. GEOLOGICAL SURVEY STATION.
 DU2147'TO REACH FROM THE TOWN OF CHANDLER, GO SOUTH ON STATE HIGHWAY
 DU2147'NO. 87 FOR 7.0 MILES TO A SIGN READING CASA BLANCA 7-1/2
 DU2147'MILES.  TURN RIGHT AND FOLLOW THE GRADED ROAD SOUTH 4.6 MILES,
 DU2147'CROSSING THE GILA RIVER, TO A POINT WHERE THE ROAD CROSSES
 DU2147'TWO CANALS.  TURN RIGHT AFTER CROSSING THE SECOND CANAL AND
 DU2147'FOLLOW THE GRADED ROAD WEST 2.8 MILES.  TURN LEFT, CROSSING
 DU2147'A SMALL DITCH AND GO DUE SOUTH TOWARD BUTTE CROSSING A BRIDGE
 DU2147'AT 2.2 MILES.  CONTINUE FROM BRIDGE 1.2 MILES, TAKE RIGHT
 DU2147'FORK 0.4 MILE AND TAKE ANOTHER RIGHT FORK 0.3 MILE TO A POINT
 DU2147'OPPOSITE STATION.  STATION IS ON HILL NEAR THE ROAD.  MARKED BY
 DU2147'A STANDARD BRONZE DISK.
 DU2147'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2147'IS 7.690 METERS (25.23 FEET) FROM STATION
 DU2147'N 10 DEG 31 MIN W.  REFERENCE MARK NO. 2, A STANDARD
 DU2147'BRONZE REFERENCE DISK, IS 5.170 METERS
 DU2147'(16.96 FEET) FROM STATION N 61 DEG 00 MIN E.  THE
 DU2147'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE
 DU2147'DISK, IS ON A LOW HILL NEAR ROAD, 0.4 MILE FROM
 DU2147'STATION N 22 DEG 32 MIN E.
 DU2147
 DU2147                          STATION RECOVERY (1946)
 DU2147
 DU2147'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1946 (WES)
 DU2147'LETTER FROM WALTER E. SIMS, ENGINEER, BUREAU OF RECLAMATION,
 DU2147'PARKER DAM PROJECT, PHOENIX, ARIZ., DATED APRIL 23, 1946--
 DU2147'
 DU2147'STATION COULD NOT BE LOCATED AND THE HILL HAD APPARENTLY BEEN
 DU2147'FLATTENED OUT.
 DU2147
 DU2147                          STATION RECOVERY (2006)
 DU2147
 DU2147'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2147'A THOROUGH SEARCH OF THE HILLTOP REVEALED NO EVIDENCE OF THE STATION
 DU2147'MARK NOR RMS 1 AND 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2118 ***********************************************************************
 DU2118  DESIGNATION -  SACATON PEAK AIR BEACON
 DU2118  PID         -  DU2118
 DU2118  STATE/COUNTY-  AZ/PINAL
 DU2118  USGS QUAD   -  SACATON (1981)
 DU2118
 DU2118                         *CURRENT SURVEY CONTROL
 DU2118  ___________________________________________________________________
 DU2118* NAD 83(1992)-  33 00 11.79478(N)    111 40 29.12664(W)     ADJUSTED  
 DU2118* NAVD 88     -              **(meters)            **(feet)            
 DU2118  ___________________________________________________________________
 DU2118  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DU2118  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DU2118  HORZ ORDER  -  THIRD
 DU2118
 DU2118.The horizontal coordinates were established by classical geodetic methods
 DU2118.and adjusted by the National Geodetic Survey in August 1993.
 DU2118
 DU2118
 DU2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2118
 DU2118.The geoid height was determined by GEOID03.
 DU2118
 DU2118;                    North         East     Units Scale Factor Converg.
 DU2118;SPC AZ C     -   222,140.857   235,964.130   MT  0.99990630   +0 07 54.4
 DU2118;SPC AZ C     -   728,808.59    774,160.53   iFT  0.99990630   +0 07 54.4
 DU2118;UTM  12      - 3,651,852.325   436,968.708   MT  0.99964898   -0 22 03.2
 DU2118
 DU2118                          SUPERSEDED SURVEY CONTROL
 DU2118
 DU2118  NAD 83(1986)-  33 00 11.78798(N)    111 40 29.12938(W) AD(       ) 4
 DU2118  NAD 27      -  33 00 11.57900(N)    111 40 26.66600(W) AD(       ) 3
 DU2118
 DU2118.Superseded values are not recommended for survey control.
 DU2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2118.See file dsdata.txt to determine how the superseded data were derived.
 DU2118
 DU2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3696951852(NAD 83)
 DU2118_MARKER: 22 = AIRWAY BEACON
 DU2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2118+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 DU2118
 DU2118  HISTORY     - Date     Condition        Report By
 DU2118  HISTORY     - 1938     FIRST OBSERVED   CGS
 DU2118  HISTORY     - 19900615 GOOD             NGS
 DU2118  HISTORY     - 20060923 GOOD             GEOCAC
 DU2118
 DU2118                          STATION DESCRIPTION
 DU2118
 DU2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 DU2118'THE STATION IS LOCATED ABOUT 5.5 MILES (8.9 KM) NORTHEAST OF THE
 DU2118'AIRPORT ON SACATON PEAK.  THE STATION IS AN AIR BEACON TOWER WITHOUT A
 DU2118'BEACON LIGHT.  THE POINT OBSERVED WAS THE CENTER OF TOWER.  THIS
 DU2118'OBJECT APPEARS IN THE BOX SCORES FOR NGS STATIONS AS AN AZIMUTH LINE
 DU2118'BUT APPARENTLY THERE IS NO NGS POSITION FOR THIS OBJECT.  NOTE,
 DU2118'GEODESY POSITION QUAD 331113, STA NO.  1046.
 DU2118
 DU2118                          STATION RECOVERY (2006)
 DU2118
 DU2118'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2117 ***********************************************************************
 DU2117  DESIGNATION -  SACATON WATER TANK
 DU2117  PID         -  DU2117
 DU2117  STATE/COUNTY-  AZ/PINAL
 DU2117  USGS QUAD   -  SACATON (1981)
 DU2117
 DU2117                         *CURRENT SURVEY CONTROL
 DU2117  ___________________________________________________________________
 DU2117* NAD 83(1992)-  33 04 49.35178(N)    111 44 26.41451(W)     ADJUSTED  
 DU2117* NAVD 88     -              **(meters)            **(feet)            
 DU2117  ___________________________________________________________________
 DU2117  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 DU2117  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU2117  HORZ ORDER  -  THIRD
 DU2117
 DU2117.The horizontal coordinates were established by classical geodetic methods
 DU2117.and adjusted by the National Geodetic Survey in August 1993.
 DU2117
 DU2117
 DU2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2117
 DU2117.The geoid height was determined by GEOID03.
 DU2117
 DU2117;                    North         East     Units Scale Factor Converg.
 DU2117;SPC AZ C     -   230,678.483   229,790.827   MT  0.99990333   +0 05 45.8
 DU2117;SPC AZ C     -   756,819.17    753,906.91   iFT  0.99990333   +0 05 45.8
 DU2117;UTM  12      - 3,660,441.323   430,871.648   MT  0.99965892   -0 24 15.4
 DU2117
 DU2117                          SUPERSEDED SURVEY CONTROL
 DU2117
 DU2117  NAD 83(1986)-  33 04 49.34501(N)    111 44 26.41734(W) AD(       ) 4
 DU2117  NAD 27      -  33 04 49.14600(N)    111 44 23.93500(W) AD(       ) 3
 DU2117
 DU2117.Superseded values are not recommended for survey control.
 DU2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2117.See file dsdata.txt to determine how the superseded data were derived.
 DU2117
 DU2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3087260441(NAD 83)
 DU2117_MARKER: 51 = TANK
 DU2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2117+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU2117
 DU2117  HISTORY     - Date     Condition        Report By
 DU2117  HISTORY     - 1962     FIRST OBSERVED   CGS
 DU2117  HISTORY     - 20060910 GOOD             GEOCAC
 DU2117
 DU2117                          STATION DESCRIPTION
 DU2117
 DU2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2117'STATION IS LOCATED ABOUT 15 MILES NORTH OF CASA GRANDE, ABOUT
 DU2117'7 MILES SOUTH-SOUTHEAST OF CHANDLER AND IS IN THE APPROXIMATE
 DU2117'CENTER OF SACATON.
 DU2117'
 DU2117'STATION IS A TANK SUPPORTED BY 6 LEGS, PAINTED SILVER AND IS
 DU2117'ABOUT 120 FEET HIGH.
 DU2117'
 DU2117'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 DU2117
 DU2117                          STATION RECOVERY (2006)
 DU2117
 DU2117'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2115 ***********************************************************************
 DU2115  DESIGNATION -  SACATON WATER TANK OLD
 DU2115  PID         -  DU2115
 DU2115  STATE/COUNTY-  AZ/PINAL
 DU2115  USGS QUAD   -  SACATON (1981)
 DU2115
 DU2115                         *CURRENT SURVEY CONTROL
 DU2115  ___________________________________________________________________
 DU2115* NAD 83(1992)-  33 04 50.62859(N)    111 44 25.43450(W)     ADJUSTED  
 DU2115* NAVD 88     -              **(meters)            **(feet)            
 DU2115  ___________________________________________________________________
 DU2115  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DU2115  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DU2115  HORZ ORDER  -  THIRD
 DU2115
 DU2115.The horizontal coordinates were established by classical geodetic methods
 DU2115.and adjusted by the National Geodetic Survey in August 1993.
 DU2115
 DU2115
 DU2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2115
 DU2115.The geoid height was determined by GEOID03.
 DU2115
 DU2115;                    North         East     Units Scale Factor Converg.
 DU2115;SPC AZ C     -   230,717.857   229,816.176   MT  0.99990334   +0 05 46.4
 DU2115;SPC AZ C     -   756,948.35    753,990.08   iFT  0.99990334   +0 05 46.4
 DU2115;UTM  12      - 3,660,480.465   430,897.333   MT  0.99965888   -0 24 14.9
 DU2115
 DU2115                          SUPERSEDED SURVEY CONTROL
 DU2115
 DU2115  NAD 83(1986)-  33 04 50.62159(N)    111 44 25.43723(W) AD(       ) 4
 DU2115  NAD 27      -  33 04 50.42700(N)    111 44 22.95000(W) AD(       ) 3
 DU2115
 DU2115.Superseded values are not recommended for survey control.
 DU2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2115.See file dsdata.txt to determine how the superseded data were derived.
 DU2115
 DU2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3089760480(NAD 83)
 DU2115_MARKER: 51 = TANK
 DU2115
 DU2115  HISTORY     - Date     Condition        Report By
 DU2115  HISTORY     - 1935     FIRST OBSERVED   CGS
 DU2115  HISTORY     - 20071023 MARK NOT FOUND   GEOCAC
 DU2115
 DU2115                          STATION DESCRIPTION
 DU2115
 DU2115'DESCRIBED BY GEOCACHING 2007 (ACM)
 DU2115'THIS WATER TANK HAS LONG SINCE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1059 ***********************************************************************
 FS1059  HT_MOD      -  This is a Height Modernization Survey Station.
 FS1059  DESIGNATION -  SACRO
 FS1059  PID         -  FS1059
 FS1059  STATE/COUNTY-  AZ/MOHAVE
 FS1059  USGS QUAD   -  SECRET PASS (1967)
 FS1059
 FS1059                         *CURRENT SURVEY CONTROL
 FS1059  ___________________________________________________________________
 FS1059* NAD 83(2007)-  35 13 26.54153(N)    114 15 02.98275(W)     ADJUSTED  
 FS1059* NAVD 88     -       853.53   (meters)    2800.3    (feet)  GPS OBS   
 FS1059  ___________________________________________________________________
 FS1059  EPOCH DATE  -        2007.00
 FS1059  X           -  -2,142,708.567 (meters)                     COMP
 FS1059  Y           -  -4,756,452.962 (meters)                     COMP
 FS1059  Z           -   3,658,674.982 (meters)                     COMP
 FS1059  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 FS1059  ELLIP HEIGHT-         824.508 (meters)          (03/02/09) ADJUSTED
 FS1059  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FS1059  HORZ ORDER  -  A
 FS1059  ELLP ORDER  -  FOURTH    CLASS I
 FS1059
 FS1059.The horizontal coordinates were established by GPS observations
 FS1059.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS1059
 FS1059.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS1059.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS1059.The horizontal coordinates are valid at the epoch date displayed above.
 FS1059.The epoch date for horizontal control is a decimal equivalence
 FS1059.of Year/Month/Day.
 FS1059
 FS1059.The orthometric height was determined by GPS observations and a
 FS1059.high-resolution geoid model.
 FS1059.The orthometric height was determined by GPS observations and a
 FS1059.high-resolution geoid model using precise GPS observation and
 FS1059.processing techniques.
 FS1059
 FS1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS1059
 FS1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1059
 FS1059.The ellipsoidal height was determined by GPS observations
 FS1059.and is referenced to NAD 83.
 FS1059
 FS1059.The geoid height was determined by GEOID03.
 FS1059
 FS1059;                    North         East     Units Scale Factor Converg.
 FS1059;SPC AZ W     -   468,557.788   167,768.088   MT  0.99995894   -0 17 19.9
 FS1059;SPC AZ W     - 1,537,263.08    550,420.24   iFT  0.99995894   -0 17 19.9
 FS1059;UTM  11      - 3,901,352.507   750,213.148   MT  1.00037163   +1 35 11.3
 FS1059
 FS1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1059!SPC AZ W     -   0.99987060  x   0.99995894  =   0.99982954
 FS1059!UTM  11      -   0.99987060  x   1.00037163  =   1.00024218
 FS1059
 FS1059|---------------------------------------------------------------------|
 FS1059| PID    Reference Object                     Distance      Geod. Az  |
 FS1059|                                                           dddmmss.s |
 FS1059| CC6411 SACRO RM 1                            6.931 METERS 00125     |
 FS1059| CC6412 SACRO RM 2                           11.633 METERS 09450     |
 FS1059| CC6410 SACRO AZ MK                                        2731154.1 |
 FS1059|---------------------------------------------------------------------|
 FS1059
 FS1059                          SUPERSEDED SURVEY CONTROL
 FS1059
 FS1059  NAD 83(1992)-  35 13 26.53890(N)    114 15 02.97958(W) AD(       ) 2
 FS1059  NAD 83(1986)-  35 13 26.54243(N)    114 15 02.97879(W) AD(       ) 2
 FS1059  NAD 27      -  35 13 26.54900(N)    114 15 00.13700(W) AD(       ) 2
 FS1059  NGVD 29 (07/19/86)  852.76   (m)         2797.8    (f) LEVELING    3  
 FS1059
 FS1059.Superseded values are not recommended for survey control.
 FS1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1059.See file dsdata.txt to determine how the superseded data were derived.
 FS1059
 FS1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5021301353(NAD 83)
 FS1059_MARKER: DS = TRIANGULATION STATION DISK
 FS1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1059_STAMPING: SACRO 1947
 FS1059_MARK LOGO: CGS   
 FS1059_PROJECTION: PROJECTING 3 CENTIMETERS
 FS1059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1059+STABILITY: SURFACE MOTION
 FS1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1059+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FS1059
 FS1059  HISTORY     - Date     Condition        Report By
 FS1059  HISTORY     - 1948     MONUMENTED       CGS
 FS1059  HISTORY     - 1961     GOOD             CGS
 FS1059  HISTORY     - 1968     GOOD             AZHD
 FS1059  HISTORY     - 20071103 GOOD             GEOCAC
 FS1059  HISTORY     - 20080625 GOOD             GEOANA
 FS1059
 FS1059                          STATION DESCRIPTION
 FS1059
 FS1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1059'THE STATION IS 11 MILES, AIRLINE, WEST BY NORTH OF KINGMAN, 17
 FS1059'MILES EAST OF DAVIS DAM, ALONG THE NORTH SIDE OF THE RIGHT-OF-WAY
 FS1059'OF THE KINGMAN-DAVIS DAM HIGHWAY.  IT IS IN THE MIDDLE OF A
 FS1059'BROAD FLAT VALLEY.
 FS1059'
 FS1059'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 10 INCH
 FS1059'SQUARE CONCRETE POST, PROJECTING 1 INCH ABOVE THE SURFACE OF
 FS1059'THE GROUND, IS STAMPED SACRO 1947.  IT IS 6-1/2 FEET NORTH OF
 FS1059'AN EAST-WEST FENCE LINE, 9 FEET NORTH OF A 4 INCH SQUARE WHITE
 FS1059'WITNESS POST, AND 110 FEET NORTH OF THE CENTER LINE OF THE
 FS1059'HIGHWAY.
 FS1059'
 FS1059'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 10
 FS1059'INCH SQUARE CONCRETE POST, PROJECTING 5 INCHES ABOVE THE
 FS1059'SURFACE OF THE GROUND, IS STAMPED SACRO NO 1 1947.  IT IS ABOUT
 FS1059'29 FEET NORTH OF THE FENCE LINE, AND IS APPROXIMATELY THE SAME
 FS1059'ELEVATION AS THE STATION MARK.
 FS1059'
 FS1059'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 10
 FS1059'INCH SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE SURFACE
 FS1059'OF THE GROUND, IS STAMPED SACRO NO 2 1947.  IT IS 4 FEET NORTH
 FS1059'OF THE FENCE LINE AND IS APPROXIMATELY THE SAME ELEVATION AS
 FS1059'THE STATION MARK.
 FS1059'
 FS1059'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 10 INCH
 FS1059'SQUARE CONCRETE POST, PROJECTING 5 INCHES ABOVE THE SURFACE
 FS1059'OF THE GROUND, IS STAMPED SACRO 1947.  IT IS 2 FEET NORTH OF
 FS1059'AN EAST-WEST FENCE LINE, AND 100 FEET NORTH OF THE CENTER
 FS1059'LINE OF THE KINGMAN-DAVIS DAM HIGHWAY.
 FS1059'
 FS1059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 66
 FS1059'WITH U.S. HIGHWAY NO. 466 AND NO. 93, IN KINGMAN, GO NORTH AND
 FS1059'WEST ON U.S. HIGHWAY NO. 93 AND NO. 466 FOR 4.4 MILES TO A GOOD
 FS1059'BLACK TOP ROAD LEFT (DAVIS DAM ROAD).  TURN LEFT, WEST, AND GO
 FS1059'7.5 MILES TO THE STATION ON THE RIGHT.  A DRIVE STATION.
 FS1059
 FS1059                          STATION RECOVERY (1961)
 FS1059
 FS1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FS1059'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 FS1059'EXCEPTION--FROM THE INTERSECTION OF U.S. HWY. 466 AND ARIZONA
 FS1059'STATE HWY. 68 (DAVIS DAM ROAD), TURN LEFT ON ARIZ. STATE HWY.
 FS1059'68 AND GO 7.1 MI. TO STATION ON THE RIGHT.
 FS1059
 FS1059                          STATION RECOVERY (1968)
 FS1059
 FS1059'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1059'GENERAL LOCATION THE STATION, BOTH REFERENCE MARKS AND AZIMUTH
 FS1059'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FS1059'ADEQUATE.
 FS1059
 FS1059                          STATION RECOVERY (2007)
 FS1059
 FS1059'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 FS1059'STATION MARK AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED.  TO
 FS1059'REACH DIRECTIONS ADEQUATE, EXCEPT FENCE LINE NO LONGER PRESENT.
 FS1059'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 FS1059
 FS1059                          STATION RECOVERY (2008)
 FS1059
 FS1059'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS1059'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION PREPARED BY ALLEN
 FS1059'ROBBERSON (BULLHEAD CITY) FOLLOWS.
 FS1059' 
 FS1059'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) SOUTH OF GRASSHOPPER
 FS1059'JUNCTION, 11.5 MI (18.5 KM) WEST-NORTHWEST OF KINGMAN AND 8.4 MI (13.5
 FS1059'KM) SOUTHWEST OF CERBAT.
 FS1059' 
 FS1059'TO REACH FROM THE INTERSECTION OF ARIZONA HIGHWAY 68 U.S. HIGHWAY 93,
 FS1059'GO WEST ON HIGHWAY 68 FOR 7.1 MI (11.4 KM) TO STATION ON RIGHT (NORTH
 FS1059'OF THE HIGHWAY).
 FS1059' 
 FS1059'THE STATION IS A DISK SET IN A 10 INCH (25 CM) SQUARE CONCRETE
 FS1059'MONUMENT LOCATED APPROXIMATELY 500 FT (150 M) EAST OF THE INTERSECTION
 FS1059'OF TEDDY ROOSEVELT ROAD AND HIGHWAY 68, 110 FT (33.5 M) NORTH OF THE
 FS1059'CENTERLINE OF HIGHWAY 68, AND 15 FT (4.6 M) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1129 ***********************************************************************
 DV1129  DESIGNATION -  SADDLE
 DV1129  PID         -  DV1129
 DV1129  STATE/COUNTY-  AZ/LA PAZ
 DV1129  USGS QUAD   -  HOPE SW (1990)
 DV1129
 DV1129                         *CURRENT SURVEY CONTROL
 DV1129  ___________________________________________________________________
 DV1129* NAD 83(1992)-  33 36 36.78952(N)    113 37 39.26461(W)     ADJUSTED  
 DV1129* NAVD 88     -       439.26   (+/-2cm)    1441.1    (feet)  VERTCON   
 DV1129  ___________________________________________________________________
 DV1129  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DV1129  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1129  HORZ ORDER  -  THIRD
 DV1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1129
 DV1129.The horizontal coordinates were established by classical geodetic methods
 DV1129.and adjusted by the National Geodetic Survey in August 1993.
 DV1129
 DV1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1129.The vertical order pertains to the NGVD 29 superseded value.
 DV1129
 DV1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1129
 DV1129.The geoid height was determined by GEOID03.
 DV1129
 DV1129;                    North         East     Units Scale Factor Converg.
 DV1129;SPC AZ W     -   289,440.506   224,720.989   MT  0.99993492   +0 04 04.0
 DV1129;SPC AZ W     -   949,607.96    737,273.59   iFT  0.99993492   +0 04 04.0
 DV1129;UTM  12      - 3,722,034.837   256,213.263   MT  1.00033276   -1 27 18.7
 DV1129
 DV1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1129!SPC AZ W     -   0.99993594  x   0.99993492  =   0.99987087
 DV1129!UTM  12      -   0.99993594  x   1.00033276  =   1.00026868
 DV1129
 DV1129:                Primary Azimuth Mark                     Grid Az
 DV1129:SPC AZ W     -  SIX AZ MK                                053 49 20.5
 DV1129:UTM  12      -  SIX AZ MK                                055 20 43.2
 DV1129
 DV1129|---------------------------------------------------------------------|
 DV1129| PID    Reference Object                     Distance      Geod. Az  |
 DV1129|                                                           dddmmss.s |
 DV1129| CH3255 SIX AZ MK                                          0535324.5 |
 DV1129| DV1130 SADDLE RM 1                          24.408 METERS 09824     |
 DV1129| DV1133 SIX                                 113.177 METERS 18758     |
 DV1129| DV1128 SADDLE RM 2                          29.493 METERS 27906     |
 DV1129|---------------------------------------------------------------------|
 DV1129
 DV1129                          SUPERSEDED SURVEY CONTROL
 DV1129
 DV1129  NAD 83(1986)-  33 36 36.78293(N)    113 37 39.27571(W) AD(       ) 3
 DV1129  NAD 27      -  33 36 36.66200(N)    113 37 36.53080(W) AD(       ) 3
 DV1129  NGVD 29 (??/??/92)  438.576  (m)         1438.89   (f) ADJ UNCH    2 0
 DV1129
 DV1129.Superseded values are not recommended for survey control.
 DV1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1129.See file dsdata.txt to determine how the superseded data were derived.
 DV1129
 DV1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5621322035(NAD 83)
 DV1129_MARKER: DE = TRAVERSE STATION DISK
 DV1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1129_STAMPING: SADDLE 1962
 DV1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1129+STABILITY: SURFACE MOTION
 DV1129
 DV1129  HISTORY     - Date     Condition        Report By
 DV1129  HISTORY     - 1962     MONUMENTED       CGS
 DV1129  HISTORY     - 1962     GOOD             CGS
 DV1129  HISTORY     - 1981     GOOD             NGS
 DV1129  HISTORY     - 19870212 GOOD             USGS
 DV1129
 DV1129                          STATION DESCRIPTION
 DV1129
 DV1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1129'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF SALOME, ABOUT
 DV1129'7 MILES SOUTH OF HOPE AND ABOUT 2 MILES NORTHWEST OF THE
 DV1129'SALOME AIRFIELD.
 DV1129'
 DV1129'TO REACH FROM THE POST OFFICE IN SALOME, GO SOUTH ON BLACK TOP
 DV1129'ROAD FOR 0.25 MILE TO ROAD FORK JUST AFTER CROSSING CATTLE
 DV1129'GUARD, KEEP RIGHT AND FOLLOW MAIN ROAD FOR 5.0 MILES TO A SIDE
 DV1129'ROAD LEFT AND SIGN ON RIGHT RIO DEL MONTE MINE, CONTINUE AHEAD
 DV1129'AND GO SOUTHERLY FOLLOWING MAIN ROAD FOR 2.9 MILES TO FORK,
 DV1129'KEEP RIGHT AND GO 2.1 MILES TO A FORK, KEEP RIGHT AND FOLLOW
 DV1129'MAIN ROAD SOUTHERLY FOR 2.8 MILES TO A TRACK ROAD ON RIGHT,
 DV1129'KEEP RIGHT STRAIGHT AHEAD OFF MAIN ROAD AND GO 0.2 MILE TO
 DV1129'FORK AND THE AZIMUTH MARK ON RIGHT AS DESCRIBED, KEEP RIGHT
 DV1129'AND GO SOUTHWESTERLY FOLLOWING MAIN ROAD FOR 0.4 MILE TO TRACK
 DV1129'ROAD LEFT AND STATION ON LEFT AS DESCRIBED.
 DV1129'
 DV1129'STATION MARK, A STANDARD TRAVERSE DISK STAMPED SADDLE 1962,
 DV1129'IS SET IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT BELOW THE SURFACE
 DV1129'OF THE GROUND AND IS SURROUNDED BY A FUNNEL SHAPED IRREGULAR
 DV1129'MASS OF CONCRETE.  THE MARK IS 94 FEET EAST OF A TREE, 90 FEET
 DV1129'WEST-SOUTHWEST OF A TRACK ROAD, 18 FEET SOUTH-SOUTHEAST OF TRACK
 DV1129'ROAD AND 5.3 FEET SOUTHEAST OF THE WITNESS POST.
 DV1129'
 DV1129'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SADDLE
 DV1129'NO 1 1962, IS SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE
 DV1129'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 DV1129'IS 141 FEET SOUTH-SOUTHEAST OF TRACK ROAD AND 84.5 FEET EAST OF
 DV1129'THE WITNESS POST.
 DV1129'
 DV1129'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SADDLE NO
 DV1129'2 1962, IS SET IN THE TOP OF A ROUND CONCRETE CYLINDER WHICH
 DV1129'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 DV1129'MARK IS 92.5 FEET WEST OF THE WITNESS POST, 41 FEET
 DV1129'SOUTH-SOUTHEAST OF A TRACK ROAD AND 20 FEET NORTH OF A TREE.
 DV1129'
 DV1129'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED SIX 1962, IS
 DV1129'SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK FORMATION
 DV1129'WHICH MEASURES 3 BY 4 FEET.  THE MARK IS 223 FEET NORTHWEST OF
 DV1129'ROAD FORK AND 4.6 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 DV1129'
 DV1129'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DV1129
 DV1129                          STATION RECOVERY (1962)
 DV1129
 DV1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1129'14.8 MI SW FROM SALOME.
 DV1129'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1129'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1129'THENCE 0.5 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1129'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, NEAR A
 DV1129'TRACK ROAD TO THE NORTH, IN A SADDLE WITH A MOUNTAIN TO THE NORTH AND
 DV1129'A SMALL HILL TO THE SOUTH, 20 FEET WEST OF THE CENTER OF THE TRACK
 DV1129'ROAD, 5.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1129'CONCRETE POST ABOUT 12 INCHES BELOW THE LEVEL OF THE GROUND.
 DV1129
 DV1129                          STATION RECOVERY (1981)
 DV1129
 DV1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1129'STATION RECOVERED AS DESCRIBED.
 DV1129
 DV1129                          STATION RECOVERY (1987)
 DV1129
 DV1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1917 ***********************************************************************
 DV1917  DESIGNATION -  SADDLE
 DV1917  PID         -  DV1917
 DV1917  STATE/COUNTY-  AZ/MARICOPA
 DV1917  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1917
 DV1917                         *CURRENT SURVEY CONTROL
 DV1917  ___________________________________________________________________
 DV1917* NAD 83(1992)-  33 14 45.54622(N)    113 07 15.23712(W)     ADJUSTED  
 DV1917* NAVD 88     -       586.8    (meters)    1925.     (feet)  VERTCON   
 DV1917  ___________________________________________________________________
 DV1917  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DV1917  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1917  HORZ ORDER  -  FIRST
 DV1917
 DV1917.The horizontal coordinates were established by classical geodetic methods
 DV1917.and adjusted by the National Geodetic Survey in August 1993.
 DV1917
 DV1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1917
 DV1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1917
 DV1917.The geoid height was determined by GEOID03.
 DV1917
 DV1917;                    North         East     Units Scale Factor Converg.
 DV1917;SPC AZ C     -   249,676.779   101,141.823   MT  1.00005521   -0 39 37.0
 DV1917;SPC AZ C     -   819,149.54    331,830.13   iFT  1.00005521   -0 39 37.0
 DV1917;UTM  12      - 3,680,562.914   302,407.899   MT  1.00008139   -1 09 47.3
 DV1917
 DV1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1917!SPC AZ C     -   0.99991278  x   1.00005521  =   0.99996798
 DV1917!UTM  12      -   0.99991278  x   1.00008139  =   0.99999416
 DV1917
 DV1917|---------------------------------------------------------------------|
 DV1917| PID    Reference Object                     Distance      Geod. Az  |
 DV1917|                                                           dddmmss.s |
 DV1917| CH3254 SADDLE RM 2                          12.250 METERS 20216     |
 DV1917| DV1920 MONTE                               APPROX.13.5 KM 2062757.0 |
 DV1917| CH3253 SADDLE RM 1                           8.350 METERS 28715     |
 DV1917|---------------------------------------------------------------------|
 DV1917
 DV1917                          SUPERSEDED SURVEY CONTROL
 DV1917
 DV1917  NAD 83(1986)-  33 14 45.53843(N)    113 07 15.24394(W) AD(       ) 1
 DV1917  NAD 27      -  33 14 45.38700(N)    113 07 12.58600(W) AD(       ) 1
 DV1917  NGVD 29 (07/19/86)  586.2    (m)         1923.     (f) VERT ANG    3  
 DV1917
 DV1917.Superseded values are not recommended for survey control.
 DV1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1917.See file dsdata.txt to determine how the superseded data were derived.
 DV1917
 DV1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0240880563(NAD 83)
 DV1917_MARKER: DS = TRIANGULATION STATION DISK
 DV1917_SETTING: 80 = SET IN A BOULDER
 DV1917_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1917
 DV1917  HISTORY     - Date     Condition        Report By
 DV1917  HISTORY     - 1934     MONUMENTED       CGS
 DV1917  HISTORY     - 1949     GOOD             USGS
 DV1917  HISTORY     - 1950     GOOD             CGS
 DV1917  HISTORY     - 1958     GOOD             USGS
 DV1917  HISTORY     - 1968     GOOD             CGS
 DV1917
 DV1917                          STATION DESCRIPTION
 DV1917
 DV1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV1917'ABOUT 35 MILES, AIR LINE, NORTHWEST OF GILA BEND, ON A LARGE
 DV1917'FLAT-TOPPED HILL.  THE HILL SLOPES GRADUALLY TO THE SOUTH,
 DV1917'THE NORTH SIDE IS A STEEP RIDGE OR RIM AND THE HILL RUNS EAST
 DV1917'AND WEST.  STATION IS ON THE NORTH EDGE OF THE HIGHEST POINT
 DV1917'ON THE RIM.  MARKED BY A STANDARD BRONZE DISK.
 DV1917'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DV1917'DISK IS 8.484 METERS (27.83 FEET) FROM STATION
 DV1917'N 72 DEG 46 MIN W.  REFERENCE MARK NO. 2, A STANDARD
 DV1917'BRONZE REFERENCE DISK IS 12.420 METERS (40.75
 DV1917'FEET) FROM STATION S 22 DEG 16 MIN W.  SADDLE, WATER
 DV1917'TANK MAY BE USED AS AN AZIMUTH MARK.
 DV1917
 DV1917                          STATION RECOVERY (1949)
 DV1917
 DV1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV1917'RECOVERED AS DESCRIBED BY CGS.
 DV1917
 DV1917                          STATION RECOVERY (1950)
 DV1917
 DV1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 DV1917'THE STATION WAS VISITED AND ALL MARKS WERE FOUND TO BE IN
 DV1917'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 DV1917'THAT NO ROUTE TO THE STATION WAS INCORPORATED.
 DV1917'
 DV1917'TO REACH THE STATION FROM HYDER, A SMALL WAY STATION ON THE
 DV1917'SOUTHERN PACIFIC RAILROAD, GO EAST FOR 5.2 MILES TO FORKS.
 DV1917'TAKE THE LEFT FORK ACROSS THE RAILROAD TRACKS AND GO NORTHERLY
 DV1917'FOR 7.2 MILES TO A ROAD LEFT AND SIGN SUNDAD.  MINERAL WATER
 DV1917'BATHS.  KEEP STRAIGHT AHEAD NORTHERLY FOR 5.35 MILES TO A WOODEN
 DV1917'BRIDGE ACROSS A NARROW DEEP WASH.  CONTINUE ON THE MAIN
 DV1917'TRAVELED ROAD FOR 2.25 MILES.  TURN RIGHT AND GO ACROSS
 DV1917'COUNTRY TOWARD A HIGH ROCKY BUTTE FOR ABOUT 0.2 MILE.  THIS IS
 DV1917'THE END OF TRUCK TRAVEL FOR A 2 WHEEL DRIVE VEHICLE.  A 4 WHEEL
 DV1917'DRIVE VEHICLE CAN DRIVE SOUTHEASTERLY 3/4 MILE TO THE
 DV1917'BASE OF THE BUTTE.  FROM THE WEST BASE OF THE BUTTE PACK
 DV1917'EASTERLY UP STEEP SLOPE TO THE TOP THENCE NORTHEAST 150 YARDS
 DV1917'TO THE NORTH RIM AND THE STATION.  A 1 HOUR PACK.
 DV1917
 DV1917                          STATION RECOVERY (1958)
 DV1917
 DV1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV1917'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 DV1917
 DV1917                          STATION RECOVERY (1968)
 DV1917
 DV1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMH)
 DV1917'STA. RECOVERED IN GOOD CONDITION
 DV1917'
 DV1917'R.M.S ALSO RECOVERED IN GOOD CONDITION
 DV1917'
 DV1917'SADDLE AZ MK. (WATER TANK) HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0693 ***********************************************************************
 FQ0693  DESIGNATION -  SADDLE
 FQ0693  PID         -  FQ0693
 FQ0693  STATE/COUNTY-  AZ/COCONINO
 FQ0693  USGS QUAD   -  HELLHOLE BEND (1989)
 FQ0693
 FQ0693                         *CURRENT SURVEY CONTROL
 FQ0693  ___________________________________________________________________
 FQ0693* NAD 83(1992)-  35 55 57.62990(N)    111 38 04.71996(W)     ADJUSTED  
 FQ0693* NAVD 88     -      1619.9    (meters)    5315.     (feet)  VERTCON   
 FQ0693  ___________________________________________________________________
 FQ0693  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 FQ0693  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FQ0693  HORZ ORDER  -  SECOND
 FQ0693
 FQ0693.The horizontal coordinates were established by classical geodetic methods
 FQ0693.and adjusted by the National Geodetic Survey in August 1993.
 FQ0693
 FQ0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0693
 FQ0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0693
 FQ0693.The geoid height was determined by GEOID03.
 FQ0693
 FQ0693;                    North         East     Units Scale Factor Converg.
 FQ0693;SPC AZ C     -   547,080.114   238,807.247   MT  0.99990798   +0 09 55.8
 FQ0693;SPC AZ C     - 1,794,882.26    783,488.34   iFT  0.99990798   +0 09 55.8
 FQ0693;UTM  12      - 3,976,667.230   442,752.061   MT  0.99964038   -0 22 20.8
 FQ0693
 FQ0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0693!SPC AZ C     -   0.99974950  x   0.99990798  =   0.99965750
 FQ0693!UTM  12      -   0.99974950  x   0.99964038  =   0.99938997
 FQ0693
 FQ0693|---------------------------------------------------------------------|
 FQ0693| PID    Reference Object                     Distance      Geod. Az  |
 FQ0693|                                                           dddmmss.s |
 FQ0693| CH3256 SADDLE RM 1                          18.560 METERS 09436     |
 FQ0693| FQ0372 R 62                                APPROX. 5.4 KM 1025458.9 |
 FQ0693| CH3257 SADDLE RM 2                          12.234 METERS 27711     |
 FQ0693|---------------------------------------------------------------------|
 FQ0693
 FQ0693                          SUPERSEDED SURVEY CONTROL
 FQ0693
 FQ0693  NAD 83(1986)-  35 55 57.63284(N)    111 38 04.71567(W) AD(       ) 2
 FQ0693  NAD 27      -  35 55 57.66469(N)    111 38 02.18387(W) AD(       ) 2
 FQ0693  NGVD 29 (07/19/86) 1618.9    (m)         5311.     (f) VERT ANG    3  
 FQ0693
 FQ0693.Superseded values are not recommended for survey control.
 FQ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0693.See file dsdata.txt to determine how the superseded data were derived.
 FQ0693
 FQ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4275276667(NAD 83)
 FQ0693_MARKER: DD = SURVEY DISK
 FQ0693_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0693
 FQ0693  HISTORY     - Date     Condition        Report By
 FQ0693  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0693
 FQ0693                          STATION DESCRIPTION
 FQ0693
 FQ0693'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0693'THE STATION IS ABOUT 12.5 MILES NORTHWEST OF CAMERON ON THE
 FQ0693'NORTH SIDE OF ARIZONA HWY. 64 INSIDE THE R/W FENCELINE ON A
 FQ0693'CUTBANK ABOVE HWY.
 FQ0693'
 FQ0693'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED SADDLE 1977
 FQ0693'AND IS SET IN A DRILL HOLE IN ROCK 97 FEET NORTH OF HWY. 64
 FQ0693'CENTERLINE, 3 FEET SOUTH OF NORTH R/W FENCELINE, ON A CUTBANK
 FQ0693'ABOVE HWY. AND MARKED WITH A WITNESS POST AND SIGN 2.8 FEET TO
 FQ0693'NORTH.  THE STATION IS ABOUT 0.25 MILE WEST NORTHWEST OF SADDLE
 FQ0693'HORNE MT.
 FQ0693'
 FQ0693'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED SADDLE RM
 FQ0693'2 1977 AND IS EPOXIED TO A ROCK 2.5 FEET SOUTH OF R/W FENCE.
 FQ0693'
 FQ0693'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED SADDLE
 FQ0693'RM 1 1977 EPOXIED TO A ROCK 2.5 FEET SOUTH OF R/W FENCE.
 FQ0693'
 FQ0693'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0693'TO JUNCTION WITH ARIZONA HWY. 64, TURN RIGHT, WEST, AND CONTINUE
 FQ0693'ON HWY. 64 TO MILE POST 281.56 AND STATION ON THE RIGHT ABOVE
 FQ0693'A HWY. CUTBANK.
 FQ0693'
 FQ0693'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0598 ***********************************************************************
 GP0598  DESIGNATION -  SADDLE
 GP0598  PID         -  GP0598
 GP0598  STATE/COUNTY-  AZ/COCONINO
 GP0598  USGS QUAD   -  POINT IMPERIAL (1988)
 GP0598
 GP0598                         *CURRENT SURVEY CONTROL
 GP0598  ___________________________________________________________________
 GP0598* NAD 83(1992)-  36 18 43.33737(N)    111 56 59.88027(W)     ADJUSTED  
 GP0598* NAVD 88     -      2568.1    (meters)    8426.     (feet)  VERTCON   
 GP0598  ___________________________________________________________________
 GP0598  LAPLACE CORR-         -12.73  (seconds)                    DEFLEC99
 GP0598  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 GP0598  HORZ ORDER  -  SECOND
 GP0598
 GP0598.The horizontal coordinates were established by classical geodetic methods
 GP0598.and adjusted by the National Geodetic Survey in August 1993.
 GP0598
 GP0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0598
 GP0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0598
 GP0598.The geoid height was determined by GEOID03.
 GP0598
 GP0598;                    North         East     Units Scale Factor Converg.
 GP0598;SPC AZ C     -   589,134.288   210,369.714   MT  0.99990011   -0 01 11.0
 GP0598;SPC AZ C     - 1,932,855.28    690,189.35   iFT  0.99990011   -0 01 11.0
 GP0598;UTM  12      - 4,018,977.633   414,719.138   MT  0.99968961   -0 33 45.3
 GP0598
 GP0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0598!SPC AZ C     -   0.99960065  x   0.99990011  =   0.99950080
 GP0598!UTM  12      -   0.99960065  x   0.99968961  =   0.99929039
 GP0598
 GP0598:                Primary Azimuth Mark                     Grid Az
 GP0598:SPC AZ C     -  FINAL                                    168 39 57.2
 GP0598:UTM  12      -  FINAL                                    169 12 31.5
 GP0598
 GP0598|---------------------------------------------------------------------|
 GP0598| PID    Reference Object                     Distance      Geod. Az  |
 GP0598|                                                           dddmmss.s |
 GP0598| GP0597 FINAL                               APPROX.19.2 KM 1683846.2 |
 GP0598|---------------------------------------------------------------------|
 GP0598
 GP0598                          SUPERSEDED SURVEY CONTROL
 GP0598
 GP0598  NAD 83(1986)-  36 18 43.33712(N)    111 56 59.87871(W) AD(       ) 2
 GP0598  NAD 27      -  36 18 43.39200(N)    111 56 57.27500(W) AD(       ) 2
 GP0598  NGVD 29 (05/08/89) 2567.0    (m)         8422.     (f) VERT ANG    3  
 GP0598
 GP0598.Superseded values are not recommended for survey control.
 GP0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0598.See file dsdata.txt to determine how the superseded data were derived.
 GP0598
 GP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1471918978(NAD 83)
 GP0598_MARKER: DS = TRIANGULATION STATION DISK
 GP0598_SETTING: 66 = SET IN ROCK OUTCROP
 GP0598_SP_SET: SET IN BEDROCK
 GP0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0598+STABILITY: POSITION/ELEVATION WELL
 GP0598
 GP0598  HISTORY     - Date     Condition        Report By
 GP0598  HISTORY     - 1903     MONUMENTED       USGS
 GP0598  HISTORY     - 1934     GOOD             CGS
 GP0598
 GP0598                          STATION DESCRIPTION
 GP0598
 GP0598'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0598'LOCATED ABOUT 10 MI NW. OF MOUTH OF LITTLE COLORADO RIVER.  ON
 GP0598'HIGHEST POINT OF MOUNTAIN CUT-OFF FROM KAIBAB PLATEAU BY DEEP
 GP0598'SADDLE.
 GP0598'
 GP0598'TO REACH FROM CANE SPRINGS, TAKE SADDLE HORSES.
 GP0598'
 GP0598'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0598'IN SOLID ROCK UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT. IN
 GP0598'DIAMETER.
 GP0598'
 GP0598'RM--18-INCH DEAD PINE TREE.
 GP0598
 GP0598                          STATION RECOVERY (1934)
 GP0598
 GP0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GP0598'STATION SADDLE, IS ON THE HIGHEST POINT OF SADDLE MOUNTAIN WITHIN
 GP0598'THE KAIBAB NATIONAL FOREST AT A POINT 1/2 MILE NORTH OF THE
 GP0598'NORTHEAST BOUNDARY OF THE GRAND CANYON NATIONAL PARK, AND 6
 GP0598'MILES WEST OF THE COLORADO RIVER.  THIS MOUNTAIN IS ON THE
 GP0598'SOUTHEASTERN END OF THE KAIBAB PLATEAU, AND IS CUT OFF FROM
 GP0598'THE MAIN PLATEAU BY A DEEP SADDLE WHICH IS PLAINLY VISIBLE
 GP0598'FROM THE HOUSE ROCK VALLEY NORTH OF THE STATION.  A LARGE
 GP0598'ROCK CAIRN MARKING THE U.S. GEOLOGICAL SURVEY STATION SADDLE
 GP0598'IS 17.58 FEET WEST OF C & GS STATION SADDLE.
 GP0598'
 GP0598'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY GOING SOUTHEAST
 GP0598'ON THE OLD HIGHWAY 3.7 MILES (THIS POINT IS 0.6 MILE SOUTH OF
 GP0598'PARKERS RANCH), TURN RIGHT (SOUTH) GO 2.0 MILES, TAKE LEFT
 GP0598'FORK GO 3.0 MILES, TAKE LEFT FORK GO 3.8 MILES, KEEP LEFT (SIGN
 GP0598'READS HOUSE ROCK 13, LEES FERRY 40), GO 1.8 MILES TO CANE
 GP0598'RANCH (CANE SPRING), CONTINUE SOUTH ON MAIN ROAD 5.8 MILES,
 GP0598'KEEP LEFT ON MAIN ROAD, GO 4.0 MILES AND KEEP STRAIGHT AHEAD
 GP0598'(SIGN READS SOUTH CANYON, GRAND CANYON BRIDGE), GO 0.1 MILE
 GP0598'PAST SIGN AND TAKE LEFT FORK, GO 2.2 MILES, KEEP STRAIGHT
 GP0598'AHEAD, GO 1.2 MILES TURN LEFT UP HILL, GO 0.3 MILE TO AN OLD
 GP0598'CORRAL AND GATE IN FOREST SERVICE BOUNDARY FENCE, GO SOUTH
 GP0598'ON THE LEFT ONE OF TWO ROADS (RIGHT FORK LEADS TO SOUTH
 GP0598'CANYON RANGER STATION), GO 1.4 MILES KEEP RIGHT FORK, GO 2.0
 GP0598'MILES TO END OF ROAD, FROM HERE THE STATION BEARS 157 DEG
 GP0598'(MAG).  A POWERFUL TRUCK CAN, WITH CAREFUL MANEUVERING
 GP0598'THROUGH THE TREES, BE DRIVEN ABOUT 1-1/2 MILES FURTHER
 GP0598'OR TO THE EDGE OF THE DEEP CANYON NORTH OF THE STATION.
 GP0598'FROM HERE A TRAIL LEADS ACROSS THE CANYON AND UP THE RIDGE TO
 GP0598'THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.  ABOUT
 GP0598'2-1/2 HOURS PACK FROM CANYON TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0599 ***********************************************************************
 GP0599  DESIGNATION -  SADDLE
 GP0599  PID         -  GP0599
 GP0599  STATE/COUNTY-  AZ/COCONINO
 GP0599  USGS QUAD   -  POINT IMPERIAL (1988)
 GP0599
 GP0599                         *CURRENT SURVEY CONTROL
 GP0599  ___________________________________________________________________
 GP0599* NAD 83(1992)-  36 18 43.42030(N)    111 56 59.69142(W)     ADJUSTED  
 GP0599* NAVD 88     -      2568.7    (meters)    8427.     (feet)  VERTCON   
 GP0599  ___________________________________________________________________
 GP0599  LAPLACE CORR-         -12.73  (seconds)                    DEFLEC99
 GP0599  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 GP0599  HORZ ORDER  -  FIRST
 GP0599
 GP0599.The horizontal coordinates were established by classical geodetic methods
 GP0599.and adjusted by the National Geodetic Survey in August 1993.
 GP0599
 GP0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0599
 GP0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0599
 GP0599.The geoid height was determined by GEOID03.
 GP0599
 GP0599;                    North         East     Units Scale Factor Converg.
 GP0599;SPC AZ C     -   589,136.842   210,374.426   MT  0.99990011   -0 01 10.9
 GP0599;SPC AZ C     - 1,932,863.65    690,204.81   iFT  0.99990011   -0 01 10.9
 GP0599;UTM  12      - 4,018,980.142   414,723.872   MT  0.99968960   -0 33 45.2
 GP0599
 GP0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0599!SPC AZ C     -   0.99960056  x   0.99990011  =   0.99950071
 GP0599!UTM  12      -   0.99960056  x   0.99968960  =   0.99929028
 GP0599
 GP0599|---------------------------------------------------------------------|
 GP0599| PID    Reference Object                     Distance      Geod. Az  |
 GP0599|                                                           dddmmss.s |
 GP0599| CH3254 SADDLE RM 2                                        12817     |
 GP0599| CH3253 SADDLE RM 1                           7.360 METERS 17234     |
 GP0599| GP0598 SADDLE                                5.360 METERS 24131     |
 GP0599| GP0600 CORRAL                              APPROX.16.4 KM 3512731.2 |
 GP0599|---------------------------------------------------------------------|
 GP0599
 GP0599                          SUPERSEDED SURVEY CONTROL
 GP0599
 GP0599  NAD 83(1986)-  36 18 43.42005(N)    111 56 59.68986(W) AD(       ) 1
 GP0599  NAD 27      -  36 18 43.47500(N)    111 56 57.08600(W) AD(       ) 1
 GP0599  NGVD 29 (05/08/89) 2567.6    (m)         8424.     (f) VERT ANG    3  
 GP0599
 GP0599.Superseded values are not recommended for survey control.
 GP0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0599.See file dsdata.txt to determine how the superseded data were derived.
 GP0599
 GP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1472418980(NAD 83)
 GP0599_MARKER: DS = TRIANGULATION STATION DISK
 GP0599_SETTING: 66 = SET IN ROCK OUTCROP
 GP0599
 GP0599  HISTORY     - Date     Condition        Report By
 GP0599  HISTORY     - 1934     MONUMENTED       CGS
 GP0599  HISTORY     - 1952     GOOD             CGS
 GP0599  HISTORY     - 1953     GOOD             USGS
 GP0599  HISTORY     - 1956     GOOD             USGS
 GP0599  HISTORY     - 1972     GOOD             AZHD
 GP0599
 GP0599                          STATION DESCRIPTION
 GP0599
 GP0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0599'STATION IS ON THE HIGHEST POINT OF SADDLE MOUNTAIN WITHIN
 GP0599'THE KAIBAB NATIONAL FOREST AT A POINT 1/2 MILE NORTH OF THE
 GP0599'NORTHEAST BOUNDARY OF THE GRAND CANYON NATIONAL PARK, AND 6
 GP0599'MILES WEST OF THE COLORADO RIVER.  THIS MOUNTAIN IS ON THE
 GP0599'SOUTHEASTERN END OF THE KAIBAB PLATEAU, AND IS CUT OFF FROM
 GP0599'THE MAIN PLATEAU BY A DEEP SADDLE WHICH IS PLAINLY VISIBLE
 GP0599'FROM THE HOUSE ROCK VALLEY NORTH OF THE STATION.  A LARGE
 GP0599'ROCK CAIRN MARKING THE U.S. GEOLOGICAL SURVEY STATION SADDLE
 GP0599'IS 17.58 FEET WEST OF THE STATION.
 GP0599'
 GP0599'REFERENCE MARK NO. 2 (AZIMUTH) IS IN A LARGE ROCK LEDGE 1/2
 GP0599'MILE SOUTHEAST AT A POINT ABOUT HALF WAY UP THE RIDGE WHICH
 GP0599'IS SEPARATED FROM THE STATION BY A SADDLE.
 GP0599'
 GP0599'REACHED FROM HOUSE ROCK ON U.S. HIGHWAY 89 BY GOING SOUTHEAST
 GP0599'ON THE OLD HIGHWAY 3.7 MILES (THIS POINT IS 0.6 MILE SOUTH OF
 GP0599'PARKERS RANCH), TURN RIGHT (SOUTH) GO 2.0 MILES, TAKE LEFT
 GP0599'FORK GO 3.0 MILES, TAKE LEFT FORK GO 3.8 MILES, KEEP LEFT (SIGN
 GP0599'READS HOUSE ROCK 13, LEES FERRY 40), GO 1.8 MILES TO CANE
 GP0599'RANCH (CANE SPRING), CONTINUE SOUTH ON MAIN ROAD 5.8 MILES,
 GP0599'KEEP LEFT ON MAIN ROAD, GO 4.0 MILES AND KEEP STRAIGHT AHEAD
 GP0599'(SIGN READS SOUTH CANYON, GRAND CANYON BRIDGE), GO 0.1 MILE
 GP0599'PAST SIGN AND TAKE LEFT FORK, GO 2.2 MILES, KEEP STRAIGHT
 GP0599'AHEAD, GO 1.2 MILES TURN LEFT UP HILL, GO 0.3 MILE TO AN OLD
 GP0599'CORRAL AND GATE IN FOREST SERVICE BOUNDARY FENCE, GO SOUTH
 GP0599'ON THE LEFT ONE OF TWO ROADS (RIGHT FORK LEADS TO SOUTH
 GP0599'CANYON RANGER STATION), GO 1.4 MILES KEEP RIGHT FORK, GO 2.0
 GP0599'MILES TO END OF ROAD, FROM HERE THE STATION BEARS 157 DEG
 GP0599'(MAG).  A POWERFUL TRUCK CAN, WITH CAREFUL MANEUVERING
 GP0599'THROUGH THE TREES, BE DRIVEN ABOUT 1-1/2 MILES FURTHER
 GP0599'OR TO THE EDGE OF THE DEEP CANYON NORTH OF THE STATION.
 GP0599'FROM HERE A TRAIL LEADS ACROSS THE CANYON AND UP THE RIDGE TO
 GP0599'THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.  ABOUT
 GP0599'2-1/2 HOURS PACK FROM CANYON TO STATION.
 GP0599'
 GP0599'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBE
 GP0599
 GP0599                          STATION RECOVERY (1952)
 GP0599
 GP0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GP0599'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 GP0599'CONDITION AS ORIGINALLY DESCRIBED.  THE ORIGINAL DESCRIPTION IS
 GP0599'ADEQUATE TO REACH THE STATION.
 GP0599
 GP0599                          STATION RECOVERY (1953)
 GP0599
 GP0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GP0599'RECOVERED IN GOOD CONDITION.
 GP0599
 GP0599                          STATION RECOVERY (1956)
 GP0599
 GP0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GP0599'RECOVERED IN GOOD CONDITION.
 GP0599
 GP0599                          STATION RECOVERY (1972)
 GP0599
 GP0599'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0599'GENERAL LOCATION ON SE EDGE OF KAIBAB PLATEAU AND 1/2
 GP0599'MILE N OF THE NE BOUNDARY OF THE G.C.N.P.
 GP0599'
 GP0599'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GP0599'
 GP0599'STATION MARK STD USC AND GS BC SET IN OUTCROPPING STAMPED
 GP0599'SADDLE 1934.
 GP0599'
 GP0599'REFERENCE MARKS NOT OBSERVED.
 GP0599'
 GP0599'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1004 ***********************************************************************
 CG1004  DESIGNATION -  SADDLE
 CG1004  PID         -  CG1004
 CG1004  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1004  USGS QUAD   -  HARSHAW (1982)
 CG1004
 CG1004                         *CURRENT SURVEY CONTROL
 CG1004  ___________________________________________________________________
 CG1004* NAD 83(1992)-  31 29 18.77463(N)    110 39 48.48230(W)     ADJUSTED  
 CG1004* NAVD 88     -      1770.9    (meters)    5810.     (feet)  VERTCON   
 CG1004  ___________________________________________________________________
 CG1004  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CG1004  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CG1004  HORZ ORDER  -  FIRST
 CG1004
 CG1004.The horizontal coordinates were established by classical geodetic methods
 CG1004.and adjusted by the National Geodetic Survey in August 1993.
 CG1004
 CG1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1004
 CG1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1004
 CG1004.The geoid height was determined by GEOID03.
 CG1004
 CG1004;                    North         East     Units Scale Factor Converg.
 CG1004;SPC AZ C     -    54,841.947   332,423.797   MT  1.00007479   +0 39 16.8
 CG1004;SPC AZ C     -   179,927.65  1,090,629.26   iFT  1.00007479   +0 39 16.8
 CG1004;UTM  12      - 3,483,796.466   531,962.577   MT  0.99961260   +0 10 32.8
 CG1004
 CG1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1004!SPC AZ C     -   0.99972647  x   1.00007479  =   0.99980124
 CG1004!UTM  12      -   0.99972647  x   0.99961260  =   0.99933918
 CG1004
 CG1004:                Primary Azimuth Mark                     Grid Az
 CG1004:SPC AZ C     -  SADDLE AZ MK                             040 57 37.5
 CG1004:UTM  12      -  SADDLE AZ MK                             041 26 21.5
 CG1004
 CG1004|---------------------------------------------------------------------|
 CG1004| PID    Reference Object                     Distance      Geod. Az  |
 CG1004|                                                           dddmmss.s |
 CG1004| CC8159 SADDLE AZ MK                                       0413654.3 |
 CG1004| CC8160 SADDLE RM 1                           4.444 METERS 11705     |
 CG1004| CC8161 SADDLE RM 2                           5.205 METERS 20351     |
 CG1004|---------------------------------------------------------------------|
 CG1004
 CG1004                          SUPERSEDED SURVEY CONTROL
 CG1004
 CG1004  NAD 83(1986)-  31 29 18.76287(N)    110 39 48.47418(W) AD(       ) 1
 CG1004  NAD 27      -  31 29 18.42100(N)    110 39 46.16400(W) AD(       ) 1
 CG1004  NGVD 29 (07/19/86) 1770.0    (m)         5807.     (f) VERT ANG    3  
 CG1004
 CG1004.Superseded values are not recommended for survey control.
 CG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1004.See file dsdata.txt to determine how the superseded data were derived.
 CG1004
 CG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV3196383796(NAD 83)
 CG1004_MARKER: DS = TRIANGULATION STATION DISK
 CG1004_SETTING: 66 = SET IN ROCK OUTCROP
 CG1004
 CG1004  HISTORY     - Date     Condition        Report By
 CG1004  HISTORY     - 1938     MONUMENTED       CGS
 CG1004  HISTORY     - 1947     GOOD             AMS
 CG1004
 CG1004                          STATION DESCRIPTION
 CG1004
 CG1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1004'THE STATION IS LOCATED ON WHAT IS KNOWN AS SADDLE MOUNTAIN
 CG1004'(ON THE W END THEREOF) WHICH IS A LONE AND PROMINENT CRAG AT
 CG1004'THE N AND W END OF SAN RAFAEL VALLEY.  IT IS ABOUT 6-1/2
 CG1004'MILES SE OF PATAGONIA AND 3 MILES E OF HARSHAW.
 CG1004'
 CG1004'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CG1004'SET IN ROCK.
 CG1004'
 CG1004'TO REACH FROM PATAGONIA GO E AND S 7.3 MILES FROM THE POST
 CG1004'OFFICE ON THE ROAD TO SAN RAFAEL VALLEY AND HARSHAW.  TAKE LEFT
 CG1004'FORK TOWARD SAN RAFAEL VALLEY, THE RIGHT FORK GOING TOWARDS
 CG1004'HARSHAW, FOR 4.0 MILES TO A POINT ABOUT 50 YARDS BELOW TOP OF
 CG1004'GRADE AND FLAT COUNTRY OF SAN RAFAEL VALLEY.  TURN RIGHT ON THE
 CG1004'OLD GRADE AND THROUGH CUT AND GO A SHORT DISTANCE TO THE FENCE
 CG1004'CORNER.  FROM THE FENCE CORNER GO N ALONG THE FENCE AT THE
 CG1004'EDGE OF THE RIM FOR 1.3 MILES TO THE FORKS AT A RESERVOIR.
 CG1004'TAKE LEFT FORK CONTINUING ALONG THE OUTSIDE OF THE FENCE FOR
 CG1004'1.7 MILES TO THE E AND N SIDE OF SADDLE MOUNTAIN AND THE END
 CG1004'OF TRUCK TRAVEL AT A N-S FENCE.  FROM THE END OF TRUCK
 CG1004'TRAVEL GO UP SLOPE TOWARDS THE SADDLE ON THE MOUNTAINS.
 CG1004'THENCE TO THE W END OF THE MOUNTAIN AND STATION.
 CG1004'
 CG1004'THE AZIMUTH MARK IS SET IN A BOULDER ON THE SLOPE NE OF THE
 CG1004'STATION, NEAR THE END OF TRUCK TRAVEL, 183.8 FEET FROM AN
 CG1004'OAK TREE OF ABOUT 14 INCHES IN DIAMETER IN THE FENCE CORNER
 CG1004'AND MARKED WITH A TRIANGLE BLAZE.  THE DISTANCE WAS MEASURED
 CG1004'TO THE UPPER TIP OF THE BLAZE AND A DIRECTION TAKEN TO IT FROM
 CG1004'THE STATION.  THE AZIMUTH IS ABOUT 25 YARDS WESTERLY FROM THE
 CG1004'FENCE, AND A SMALL CAIRN WAS BUILT JUST TO THE E OF IT TO
 CG1004'AID IN ITS RECOVEREY.
 CG1004'
 CG1004'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 CG1004'STATION MARK, AND NO. 2 ABOUT 4 FEET LOWER IN ELEVATION.
 CG1004'
 CG1004'THIS DESCRIPTION DIFFERS SLIGHTLY FROM THE RECONNAISSANCE
 CG1004'DESCRIPTION BECAUSE OF CHANGES IN THE ROADS.
 CG1004
 CG1004                          STATION RECOVERY (1947)
 CG1004
 CG1004'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 CG1004'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD
 CG1004'CONDITION.  SOME OF THE FENCES, USED IN THE DESCRIPTION,
 CG1004'ARE DOWN OR ARE IN POOR CONDITION.  STATION MARK IS STAMPED
 CG1004'SADDLE 1938.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1876 ***********************************************************************
 CZ1876  DESIGNATION -  SADDLE
 CZ1876  PID         -  CZ1876
 CZ1876  STATE/COUNTY-  AZ/PINAL
 CZ1876  USGS QUAD   -  DUDLEYVILLE (1972)
 CZ1876
 CZ1876                         *CURRENT SURVEY CONTROL
 CZ1876  ___________________________________________________________________
 CZ1876* NAD 83(1992)-  32 59 24.62826(N)    110 40 18.13407(W)     ADJUSTED  
 CZ1876* NAVD 88     -      1293.2    (meters)    4243.     (feet)  VERTCON   
 CZ1876  ___________________________________________________________________
 CZ1876  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 CZ1876  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CZ1876  HORZ ORDER  -  FIRST
 CZ1876
 CZ1876.The horizontal coordinates were established by classical geodetic methods
 CZ1876.and adjusted by the National Geodetic Survey in August 1993.
 CZ1876
 CZ1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1876
 CZ1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1876
 CZ1876.The geoid height was determined by GEOID03.
 CZ1876
 CZ1876;                    North         East     Units Scale Factor Converg.
 CZ1876;SPC AZ C     -   221,350.311   329,710.787   MT  1.00006687   +0 40 40.6
 CZ1876;SPC AZ C     -   726,214.93  1,081,728.30   iFT  1.00006687   +0 40 40.6
 CZ1876;UTM  12      - 3,650,245.537   530,671.521   MT  0.99961160   +0 10 43.5
 CZ1876
 CZ1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1876!SPC AZ C     -   0.99980140  x   1.00006687  =   0.99986826
 CZ1876!UTM  12      -   0.99980140  x   0.99961160  =   0.99941308
 CZ1876
 CZ1876|---------------------------------------------------------------------|
 CZ1876| PID    Reference Object                     Distance      Geod. Az  |
 CZ1876|                                                           dddmmss.s |
 CZ1876| CC8163 SADDLE RM 1                           4.540 METERS 09454     |
 CZ1876| CC8162 SADDLE AZ MK                                       1385240.9 |
 CZ1876| CC8164 SADDLE RM 2                           3.184 METERS 25120     |
 CZ1876|---------------------------------------------------------------------|
 CZ1876
 CZ1876                          SUPERSEDED SURVEY CONTROL
 CZ1876
 CZ1876  NAD 83(1986)-  32 59 24.62440(N)    110 40 18.13242(W) AD(       ) 1
 CZ1876  NAD 27      -  32 59 24.38800(N)    110 40 15.75700(W) AD(       ) 1
 CZ1876  NGVD 29 (07/19/86) 1292.6    (m)         4241.     (f) VERT ANG    3  
 CZ1876
 CZ1876.Superseded values are not recommended for survey control.
 CZ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1876.See file dsdata.txt to determine how the superseded data were derived.
 CZ1876
 CZ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3067250246(NAD 83)
 CZ1876_MARKER: DS = TRIANGULATION STATION DISK
 CZ1876_SETTING: 80 = SET IN A BOULDER
 CZ1876_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1876
 CZ1876  HISTORY     - Date     Condition        Report By
 CZ1876  HISTORY     - 1948     MONUMENTED       CGS
 CZ1876  HISTORY     - 1963     GOOD             USGS
 CZ1876  HISTORY     - 1967     GOOD             AMS
 CZ1876  HISTORY     - 1972     GOOD             AZHD
 CZ1876
 CZ1876                          STATION DESCRIPTION
 CZ1876
 CZ1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1876'THE STATION IS LOCATED ABOUT 5.5 MILES AIR LINE EAST OF
 CZ1876'WINKELMAN AND ABOUT 2.0 MILES AIR LINE NORTHWEST OF THE
 CZ1876'ESKIMAZENE RANCH, ON THE HIGHEST POINT OF SADDLE MOUNTAIN.
 CZ1876'ON AN EAST-WEST RIDGE ABOUT 50 YARDS NORTHEAST OF A LOWER
 CZ1876'PEAK, PROJECTS 1 FOOT AND IS STAMPED--SADDLE 1945.
 CZ1876'
 CZ1876'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 CZ1876'STATION, ON THE EAST SLOPE, PROJECTS 10 INCHES AND IS
 CZ1876'STAMPED--SADDLE NO 1 1945.
 CZ1876'
 CZ1876'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 CZ1876'STATION, ON THE WEST SLOPE, PROJECTS 18 INCHES AND IS
 CZ1876'STAMPED--SADDLE NO 2 1945.
 CZ1876'
 CZ1876'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 22
 CZ1876'PACES NORTH OF A HIGH POINT ON RIDGE, 4 PACES WEST OF AND
 CZ1876'APPROXIMATELY 1 FOOT LOWER THAN THE CENTER LINE OF ROAD, 4
 CZ1876'FEET NORTHWEST OF A 4X4 INCH WITNESS POST, PROJECTS 6 INCHES
 CZ1876'AND IS STAMPED--SADDLE 1945.
 CZ1876'
 CZ1876'TO REACH FROM THE POST OFFICE IN MAMMOTH.  GO NORTH ON STATE
 CZ1876'ROUTE 77 FOR 19.0 MILES TO A ROAD RIGHT AND SIGN (ESKIMAZENE
 CZ1876'RANCH).  THIS POINT IS 2.8 MILES SOUTH OF THE POST OFFICE
 CZ1876'IN WINKLEMAN.  TURN RIGHT ON THIS DIRT ROAD AND GO 0.2 MILE
 CZ1876'TO A FORK.  TAKE THE RIGHT FORK MAIN TRAVELED ROAD AND GO
 CZ1876'6.0 MILES TO A FORK AT TOP OF HILL.  TAKE LEFT FORK AND GO
 CZ1876'0.4 MILE TO A DIM ROAD SHARP LEFT.  TURN LEFT AND FOLLOW
 CZ1876'DIM ROAD FOR 0.25 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED
 CZ1876'ABOVE.  CONTINUE FOR 0.4 MILE TO A BARE AREA ABOUT 0.25 MILE
 CZ1876'BEFORE REACHING A POND.  HERE TURN LEFT NW FOR ABOUT 0.25
 CZ1876'MILE TOWARD PEAK TO THE END OF TRUCK TRAVEL.  PACK
 CZ1876'NORTHWEST ALONG RIDGE TO THE HIGHEST POINT AND STATION
 CZ1876'SITE.  A 45 MINUTE PACK.
 CZ1876
 CZ1876                          STATION RECOVERY (1963)
 CZ1876
 CZ1876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1876'REVISED ROUTE DESCRIPTION--FROM POST OFFICE IN WINKELMAN PROCEED S ON
 CZ1876'STATE HWY 77 FOR 2.8 MILES TO GRADED ROAD ON LEFT AT SIGN GIDA RIVER
 CZ1876'SHARP-SHOOTER TURN LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 6.0 MILES
 CZ1876'TO Y FORK.  TAKE LEFT FORK AND GO 0.4 MI. TO SIDE ROAD ON LEFT
 CZ1876'WHICH TURNS BACK SHARPLY.  FOLLOW THIS SIDE ROAD FOR 0.7 MI.
 CZ1876'TO BARE AREA ABOUT 0.25 MI. BEFORE REACHING STOCK TANK.  TURN
 CZ1876'LEFT AT BARE AREA AND GO 0.25 MI. TOWARDS PEAK TO END OF TRUCK
 CZ1876'TRAVEL.  PACK NW TO HIGHEST POINT AND STATION.  A ONE HOUR
 CZ1876'PACK.
 CZ1876
 CZ1876                          STATION RECOVERY (1967)
 CZ1876
 CZ1876'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1876'STATION IS LOCATED APPROXIMATELY 6.0 AIRMILES (E) OF WINKELMAN
 CZ1876'AND APPROXIMATELY 5.5 AIRMILES (SE) OF CHRISTMAS TOWNSITE
 CZ1876'ON THE (S) PEAK OF A PROMINENT SADDLE SHAPED HILL.
 CZ1876'
 CZ1876'TO REACH FROM THE JCT ARIZONA HWY 177 AND 77 IN WINKELMAN,
 CZ1876'ARIZONA GO (S) ON 77 2.7 MI TO A DIRT ROAD ON LEFT, TURN
 CZ1876'LEFT (E) 0.2 MI TO FORK, TAKE RIGHT FORK (E), FOLLOW MAIN
 CZ1876'TRAVELED ROAD, 6.1 MI TO A FORK AT TOP OF HILL, TAKE LEFT
 CZ1876'FORK (N) 0.3 MI TO DIM ROAD TO LEFT, TURN LEFT (NW) 0.7 MI TO A
 CZ1876'BARE AREA IN A BASIN, TURN LEFT (W) TOWARD PROMINENT PEAK 0.3 MI
 CZ1876'TO END OF TRUCK TRAVEL, PACK ALONG RIDGE ABOUT 1 HOUR TO
 CZ1876'HIGHEST POINT AND STATION.
 CZ1876'
 CZ1876'STATION IS MARKED BY A STANDARD USC AND GS DISK SET IN BEDROCK
 CZ1876'STAMPED SADDLE 1945.
 CZ1876'
 CZ1876'R.M. 1 IS A STANDARD USC AND GS DISK SET IN BEDROCK STAMPED
 CZ1876'SADDLE NO 1 1945.  FROM THE STATION IT IS (NE)  N
 CZ1876'81 DEG E. AT A DISTANCE OF 4.66 M AND A DE OF -0.85 M.
 CZ1876'
 CZ1876'R.M. 2 IS A STANDARD USC AND GS DISK SET IN BEDROCK STAMPED SADDLE NO
 CZ1876'2 1945.  FROM THE STATION IT IS (SE)  S 58 DEG W AT A
 CZ1876'DISTANCE OF 3.22 M AND A DE OF -0.37 M.
 CZ1876'
 CZ1876'VIEW FROM HEIGHT OF TRIPOD 1.3 M CLEAR 360 DEG.
 CZ1876
 CZ1876                          STATION RECOVERY (1972)
 CZ1876
 CZ1876'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1876'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ1876'
 CZ1876'REFERENCE MARKS 1 AND 2 GOOD.
 CZ1876'
 CZ1876'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7986 ***********************************************************************
 DK7986  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7986  DESIGNATION -  SADDLE
 DK7986  PID         -  DK7986
 DK7986  STATE/COUNTY-  AZ/GILA
 DK7986  USGS QUAD   -  GLOBE (1982)
 DK7986
 DK7986                         *CURRENT SURVEY CONTROL
 DK7986  ___________________________________________________________________
 DK7986* NAD 83(2007)-  33 25 50.66647(N)    110 46 15.04106(W)     ADJUSTED  
 DK7986* NAVD 88     -      1282.20   (meters)    4206.7    (feet)  GPS OBS   
 DK7986  ___________________________________________________________________
 DK7986  EPOCH DATE  -        2007.00
 DK7986  X           -  -1,889,954.952 (meters)                     COMP
 DK7986  Y           -  -4,982,978.293 (meters)                     COMP
 DK7986  Z           -   3,494,617.446 (meters)                     COMP
 DK7986  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 DK7986  ELLIP HEIGHT-        1255.000 (meters)          (01/09/09) ADJUSTED
 DK7986  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DK7986  HORZ ORDER  -  B
 DK7986  ELLP ORDER  -  FOURTH    CLASS II
 DK7986
 DK7986.The horizontal coordinates were established by GPS observations
 DK7986.and adjusted by the National Geodetic Survey in January 2009.
 DK7986
 DK7986.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7986.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7986.The horizontal coordinates are valid at the epoch date displayed above.
 DK7986.The epoch date for horizontal control is a decimal equivalence
 DK7986.of Year/Month/Day.
 DK7986
 DK7986.The orthometric height was determined by GPS observations and a
 DK7986.high-resolution geoid model.
 DK7986.The orthometric height was determined by GPS observations and a
 DK7986.high-resolution geoid model using precise GPS observation and
 DK7986.processing techniques.
 DK7986
 DK7986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7986
 DK7986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7986
 DK7986.The ellipsoidal height was determined by GPS observations
 DK7986.and is referenced to NAD 83.
 DK7986
 DK7986.The geoid height was determined by GEOID03.
 DK7986
 DK7986;                    North         East     Units Scale Factor Converg.
 DK7986;SPC AZ E     -   269,682.677   157,178.775   MT  0.99993890   -0 19 58.3
 DK7986;SPC AZ E     -   884,785.69    515,678.40   iFT  0.99993890   -0 19 58.3
 DK7986;UTM  12      - 3,699,064.020   521,302.130   MT  0.99960559   +0 07 34.5
 DK7986
 DK7986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7986!SPC AZ E     -   0.99980301  x   0.99993890  =   0.99974192
 DK7986!UTM  12      -   0.99980301  x   0.99960559  =   0.99940868
 DK7986
 DK7986                          SUPERSEDED SURVEY CONTROL
 DK7986
 DK7986.No superseded survey control is available for this station.
 DK7986
 DK7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2130299064(NAD 83)
 DK7986_MARKER: DD = SURVEY DISK
 DK7986_SETTING: 66 = SET IN ROCK OUTCROP
 DK7986_STAMPING: SADDLE 2005
 DK7986_MARK LOGO: AZ-007
 DK7986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7986+STABILITY: POSITION/ELEVATION WELL
 DK7986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7986+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7986
 DK7986  HISTORY     - Date     Condition        Report By
 DK7986  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7986
 DK7986                          STATION DESCRIPTION
 DK7986
 DK7986'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7986'FROM THE COURTHOUSE IN GLOBE, ARIZONA TRAVEL EAST ON U.S. 60 FOR
 DK7986'0.5MI.  TO THE INTERSECTION OF U.S. 60 AND S.R.  70 GO NORTH FOR 2.6MI
 DK7986'TO COPPER CANYON ROAD.  TURN WEST FOR 2.00 TO COPPER HILLS ROAD.  TURN
 DK7986'SOUTH FOR 0.9MI TO BLACK PEAK.  TURN NORTH FOR 0.4MI.  MONUMENT IS
 DK7986'BRASS CAP IN BEDROCK ON WEST SIDE OF ROAD AT THE INTERSECTION OF BLACK
 DK7986'PEAK AND SUNDANCE LN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1911 ***********************************************************************
 DV1911  DESIGNATION -  SADDLE MOUNTAIN
 DV1911  PID         -  DV1911
 DV1911  STATE/COUNTY-  AZ/MARICOPA
 DV1911  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1911
 DV1911                         *CURRENT SURVEY CONTROL
 DV1911  ___________________________________________________________________
 DV1911* NAD 83(1992)-  33 26 23.32215(N)    113 02 24.52699(W)     ADJUSTED  
 DV1911* NAVD 88     -       926.7    (meters)    3040.     (feet)  VERTCON   
 DV1911  ___________________________________________________________________
 DV1911  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DV1911  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1911  HORZ ORDER  -  FIRST
 DV1911
 DV1911.The horizontal coordinates were established by classical geodetic methods
 DV1911.and adjusted by the National Geodetic Survey in August 1993.
 DV1911
 DV1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1911
 DV1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1911
 DV1911.The geoid height was determined by GEOID03.
 DV1911
 DV1911;                    North         East     Units Scale Factor Converg.
 DV1911;SPC AZ C     -   271,089.884   108,899.013   MT  1.00003449   -0 37 09.0
 DV1911;SPC AZ C     -   889,402.51    357,280.23   iFT  1.00003449   -0 37 09.0
 DV1911;UTM  12      - 3,701,907.312   310,353.336   MT  1.00004343   -1 07 28.5
 DV1911
 DV1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1911!SPC AZ C     -   0.99985939  x   1.00003449  =   0.99989387
 DV1911!UTM  12      -   0.99985939  x   1.00004343  =   0.99990281
 DV1911
 DV1911:                Primary Azimuth Mark                     Grid Az
 DV1911:SPC AZ C     -  SADDLE MOUNTAIN AZ MK                    026 57 00.3
 DV1911:UTM  12      -  SADDLE MOUNTAIN AZ MK                    027 27 19.8
 DV1911
 DV1911|---------------------------------------------------------------------|
 DV1911| PID    Reference Object                     Distance      Geod. Az  |
 DV1911|                                                           dddmmss.s |
 DV1911| CH3258 SADDLE MOUNTAIN AZ MK                              0261951.3 |
 DV1911| CH3259 SADDLE MOUNTAIN RM 1                  6.727 METERS 14414     |
 DV1911| DV1929 EAGLE TAIL PEAK                     APPROX.24.9 KM 2604530.1 |
 DV1911| DV1888 LOS ANGELES PHOENIX AWY BCN 30      APPROX.10.6 KM 3220058.8 |
 DV1911| CH3260 SADDLE MOUNTAIN RM 2                  6.097 METERS 33156     |
 DV1911|---------------------------------------------------------------------|
 DV1911
 DV1911                          SUPERSEDED SURVEY CONTROL
 DV1911
 DV1911  NAD 83(1986)-  33 26 23.31412(N)    113 02 24.53417(W) AD(       ) 1
 DV1911  NAD 27      -  33 26 23.17500(N)    113 02 21.87600(W) AD(       ) 1
 DV1911  NGVD 29 (07/19/86)  926.1    (m)         3038.     (f) VERT ANG    3  
 DV1911
 DV1911.Superseded values are not recommended for survey control.
 DV1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1911.See file dsdata.txt to determine how the superseded data were derived.
 DV1911
 DV1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1035301907(NAD 83)
 DV1911_MARKER: DS = TRIANGULATION STATION DISK
 DV1911_SETTING: 66 = SET IN ROCK OUTCROP
 DV1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1911+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2007
 DV1911
 DV1911  HISTORY     - Date     Condition        Report By
 DV1911  HISTORY     - 1948     MONUMENTED       CGS
 DV1911  HISTORY     - 20070204 GOOD             GEOCAC
 DV1911
 DV1911                          STATION DESCRIPTION
 DV1911
 DV1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1911'THE STATION IS LOCATED ABOUT 6.5 MILES AIRLINE SOUTHWEST OF
 DV1911'TONOPAH ON THE MOST NORTHERN AND HIGHEST POINT OF SADDLE MOUNTAIN.
 DV1911'THE STATION MARK IS SET 15 FEET EAST OF THE EDGE OF A 250 FOOT
 DV1911'VERTICAL CLIFF AND 10.5 FEET SOUTHEAST OF A 6 FOOT CAIRN.  IT
 DV1911'IS SET FLUSH AND IS STAMPED, SADDLE MTN 1947.
 DV1911'
 DV1911'REFERENCE MARK NO. 1 IS SET 12 FEET EAST OF THE EDGE OF CLIFF
 DV1911'AND 30 INCHES LOWER THAN THE STATION MARK.  IT IS SET FLUSH AND
 DV1911'IS STAMPED, SADDLE MTN NO 1 1947.
 DV1911'
 DV1911'REFERENCE MARK NO. 2 IS SET 20 FEET EAST OF THE EDGE OF CLIFF
 DV1911'AND 1 FOOT LOWER THAN THE STATION MARK.  IT IS SET FLUSH AND IS
 DV1911'STAMPED, SADDLE MTN NO 2 1947.
 DV1911'
 DV1911'THE AZIMUTH MARK IS SET IN THE NORTH HEADWALL OF A CATTLE GUARD,
 DV1911'1 FOOT HIGHER THAN THE ROADWAY.  IT IS STAMPED, SADDLE MTN 1947.
 DV1911'
 DV1911'TO REACH THE STATION FROM TONOPAH.  GO SOUTH 2.5 MILES TO A T
 DV1911'INTERSECTION.  TURN RIGHT, GO 5.0 MILES TO A CATTLE GUARD
 DV1911'AND AZIMUTH MARK.  CROSS CATTLE GUARD, TURN LEFT, FOLLOW ROAD
 DV1911'SOUTHERLY ABOUT 1 MILE TO END OF ROAD.  CONTINUE CROSS COUNTRY
 DV1911'SOUTHWESTERLY ABOUT 0.8 MILE TO END OF TRUCK TRAVEL.  FROM
 DV1911'HERE WALK UP STEEP WASH WESTERLY TO BASE OF CLIFF.  FOLLOW
 DV1911'BASE OF CLIFF SOUTHERLY TO SADDLE, THEN FOLLOW RIDGE WEST AND
 DV1911'NORTH TO HIGHEST POINT AND STATION.  A 2 HOUR PACK.
 DV1911
 DV1911                          STATION RECOVERY (2007)
 DV1911
 DV1911'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1910 ***********************************************************************
 DV1910  DESIGNATION -  SADDLE MOUNTAIN CAIRN
 DV1910  PID         -  DV1910
 DV1910  STATE/COUNTY-  AZ/MARICOPA
 DV1910  USGS QUAD   -  SADDLE MOUNTAIN (1989)
 DV1910
 DV1910                         *CURRENT SURVEY CONTROL
 DV1910  ___________________________________________________________________
 DV1910* NAD 83(1992)-  33 26 23.37623(N)    113 02 24.63276(W)     ADJUSTED  
 DV1910* NAVD 88     -       927.     (meters)    3041.     (feet)  SCALED    
 DV1910  ___________________________________________________________________
 DV1910  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DV1910  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1910  HORZ ORDER  -  SECOND
 DV1910
 DV1910.The horizontal coordinates were established by classical geodetic methods
 DV1910.and adjusted by the National Geodetic Survey in August 1993.
 DV1910
 DV1910.The orthometric height was scaled from a topographic map.
 DV1910
 DV1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1910
 DV1910.The geoid height was determined by GEOID03.
 DV1910
 DV1910;                    North         East     Units Scale Factor Converg.
 DV1910;SPC AZ C     -   271,091.580   108,896.299   MT  1.00003450   -0 37 09.0
 DV1910;SPC AZ C     -   889,408.07    357,271.32   iFT  1.00003450   -0 37 09.0
 DV1910;UTM  12      - 3,701,909.032   310,350.637   MT  1.00004344   -1 07 28.5
 DV1910
 DV1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1910!SPC AZ C     -   0.99985940  x   1.00003450  =   0.99989390
 DV1910!UTM  12      -   0.99985940  x   1.00004344  =   0.99990284
 DV1910
 DV1910                          SUPERSEDED SURVEY CONTROL
 DV1910
 DV1910  NAD 83(1986)-  33 26 23.36820(N)    113 02 24.63994(W) AD(       ) 2
 DV1910  NAD 27      -  33 26 23.22900(N)    113 02 21.98200(W) AD(       ) 2
 DV1910
 DV1910.Superseded values are not recommended for survey control.
 DV1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1910.See file dsdata.txt to determine how the superseded data were derived.
 DV1910
 DV1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1035101909(NAD 83)
 DV1910_MARKER: 72 = CAIRN
 DV1910
 DV1910  HISTORY     - Date     Condition        Report By
 DV1910  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1910  HISTORY     - 20070204 MARK NOT FOUND   GEOCAC
 DV1910
 DV1910                          STATION DESCRIPTION
 DV1910
 DV1910'DESCRIBED BY GEOCACHING 2007 (ACM)
 DV1910'THERE IS NO LONGER A CAIRN AT THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0563 ***********************************************************************
 FQ0563  DESIGNATION -  SADDLE MTN
 FQ0563  PID         -  FQ0563
 FQ0563  STATE/COUNTY-  AZ/COCONINO
 FQ0563  USGS QUAD   -  WHITE HORSE HILLS (1974)
 FQ0563
 FQ0563                         *CURRENT SURVEY CONTROL
 FQ0563  ___________________________________________________________________
 FQ0563* NAD 83(1992)-  35 26 19.20932(N)    111 43 54.43740(W)     ADJUSTED  
 FQ0563* NAVD 88     -      2707.4    (meters)    8883.     (feet)  VERTCON   
 FQ0563  ___________________________________________________________________
 FQ0563  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FQ0563  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 FQ0563  HORZ ORDER  -  THIRD
 FQ0563
 FQ0563.The horizontal coordinates were established by classical geodetic methods
 FQ0563.and adjusted by the National Geodetic Survey in August 1993.
 FQ0563
 FQ0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0563
 FQ0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0563
 FQ0563.The geoid height was determined by GEOID03.
 FQ0563
 FQ0563;                    North         East     Units Scale Factor Converg.
 FQ0563;SPC AZ C     -   492,253.036   230,144.985   MT  0.99990347   +0 06 25.9
 FQ0563;SPC AZ C     - 1,615,003.40    755,068.85   iFT  0.99990347   +0 06 25.9
 FQ0563;UTM  12      - 3,921,937.529   433,580.856   MT  0.99965436   -0 25 27.6
 FQ0563
 FQ0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0563!SPC AZ C     -   0.99957880  x   0.99990347  =   0.99948231
 FQ0563!UTM  12      -   0.99957880  x   0.99965436  =   0.99923331
 FQ0563
 FQ0563:                Primary Azimuth Mark                     Grid Az
 FQ0563:SPC AZ C     -  SLATE MTN                                301 27 07.2
 FQ0563:UTM  12      -  SLATE MTN                                301 59 00.7
 FQ0563
 FQ0563|---------------------------------------------------------------------|
 FQ0563| PID    Reference Object                     Distance      Geod. Az  |
 FQ0563|                                                           dddmmss.s |
 FQ0563| FQ0678 SLATE MTN                           APPROX.11.8 KM 3013333.1 |
 FQ0563|---------------------------------------------------------------------|
 FQ0563
 FQ0563                          SUPERSEDED SURVEY CONTROL
 FQ0563
 FQ0563  NAD 83(1986)-  35 26 19.20708(N)    111 43 54.43716(W) AD(       ) 3
 FQ0563  NGVD 29 (05/08/89) 2706.3    (m)         8879.     (f) VERT ANG    3  
 FQ0563
 FQ0563.Superseded values are not recommended for survey control.
 FQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0563.See file dsdata.txt to determine how the superseded data were derived.
 FQ0563
 FQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3358121938(NAD 83)
 FQ0563_MARKER: DD = SURVEY DISK
 FQ0563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0563_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FQ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0563+STABILITY: SURFACE MOTION
 FQ0563
 FQ0563  HISTORY     - Date     Condition        Report By
 FQ0563  HISTORY     - 1965     MONUMENTED       USGS
 FQ0563
 FQ0563                          STATION DESCRIPTION
 FQ0563
 FQ0563'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0563'LOCATED ABOUT 17 MI NNW. OF FLAGSTAFF, ABOUT 7.5 MI SE. OF SLATE
 FQ0563'MTN., ABOUT 7.1 MI NE. OF KENDRICK PEAK.  ON TOP ABOUT 18 FT N. OF
 FQ0563'CENTER OF LOT.
 FQ0563'
 FQ0563'TO REACH FROM FLAGSTAFF POST OFFICE, DRIVE 21 MI N. ALONG U.S.
 FQ0563'HWY. 180 TO T-RD. RIGHT.  TURN RIGHT AND FOLLOW FOREST SERVICE RD.
 FQ0563'514 2.6 MI TO T-RD. LEFT AND SIGN (SADDLE MTN. LO 5).  TURN LEFT
 FQ0563'AND TRAVEL 1.8 MI TO Y-RD. AND SIGN (SADDLE MTN. LO 3).  TURN
 FQ0563'SHARP LEFT AND CONTINUE TO LOT AND STATION.
 FQ0563'
 FQ0563'STATION MARK--STANDARD TABLET STAMPED---SADDLE MTN 1965---, ON
 FQ0563'COPPER-COATED ROD ENCASED IN CEMENT.
 FQ0563'
 FQ0563'RM 1--STANDARD TABLET STAMPED---RM 1 1965---, CEMENTED IN ROCK
 FQ0563'CENTERED UNDER LOT.
 FQ0563'
 FQ0563'RM 2--STANDARD TABLET STAMPED---RM 2 1965---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1130 ***********************************************************************
 DV1130  DESIGNATION -  SADDLE RM 1
 DV1130  PID         -  DV1130
 DV1130  STATE/COUNTY-  AZ/LA PAZ
 DV1130  USGS QUAD   -  HOPE SW (1990)
 DV1130
 DV1130                         *CURRENT SURVEY CONTROL
 DV1130  ___________________________________________________________________
 DV1130* NAD 83(1986)-  33 36 36.     (N)    113 37 39.     (W)     SCALED    
 DV1130* NAVD 88     -       439.60   (+/-2cm)    1442.3    (feet)  VERTCON   
 DV1130  ___________________________________________________________________
 DV1130  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1130
 DV1130.The horizontal coordinates were scaled from a topographic map and have
 DV1130.an estimated accuracy of +/- 6 seconds.
 DV1130
 DV1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1130.The vertical order pertains to the NGVD 29 superseded value.
 DV1130
 DV1130.The geoid height was determined by GEOID03.
 DV1130
 DV1130;                    North         East    Units  Estimated Accuracy
 DV1130;SPC AZ W     -   289,420.      224,730.      MT  (+/- 180 meters Scaled)
 DV1130
 DV1130                          SUPERSEDED SURVEY CONTROL
 DV1130
 DV1130  NGVD 29 (??/??/92)  438.922  (m)         1440.03   (f) ADJ UNCH    2 0
 DV1130
 DV1130.Superseded values are not recommended for survey control.
 DV1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1130.See file dsdata.txt to determine how the superseded data were derived.
 DV1130
 DV1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC562220(NAD 83)
 DV1130_MARKER: DR = REFERENCE MARK DISK
 DV1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1130_STAMPING: SADDLE NO 1 1962
 DV1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1130+STABILITY: SURFACE MOTION
 DV1130
 DV1130  HISTORY     - Date     Condition        Report By
 DV1130  HISTORY     - 1962     MONUMENTED       CGS
 DV1130  HISTORY     - 19870212 GOOD             USGS
 DV1130
 DV1130                          STATION DESCRIPTION
 DV1130
 DV1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1130'14.8 MI SW FROM SALOME.
 DV1130'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1130'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1130'THENCE 0.5 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1130'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, NEAR A
 DV1130'TRACK ROAD TO THE NORTH, IN A SADDLE WITH A MOUNTAIN TO THE NORTH AND
 DV1130'A SMALL HILL TO THE SOUTH, 60 FEET EAST OF THE CENTER OF THE TRACK
 DV1130'ROAD, 80.2 FEET EAST-SOUTHEAST OF TRAVERSE STATION SADDLE, 84.4 FEET
 DV1130'EAST-SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV1130'POST PROJECTING 2 INCHES.
 DV1130
 DV1130                          STATION RECOVERY (1987)
 DV1130
 DV1130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1128 ***********************************************************************
 DV1128  DESIGNATION -  SADDLE RM 2
 DV1128  PID         -  DV1128
 DV1128  STATE/COUNTY-  AZ/LA PAZ
 DV1128  USGS QUAD   -  HOPE SW (1990)
 DV1128
 DV1128                         *CURRENT SURVEY CONTROL
 DV1128  ___________________________________________________________________
 DV1128* NAD 83(1986)-  33 36 36.     (N)    113 37 39.     (W)     SCALED    
 DV1128* NAVD 88     -       438.90   (+/-2cm)    1440.0    (feet)  VERTCON   
 DV1128  ___________________________________________________________________
 DV1128  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1128
 DV1128.The horizontal coordinates were scaled from a topographic map and have
 DV1128.an estimated accuracy of +/- 6 seconds.
 DV1128
 DV1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1128.The vertical order pertains to the NGVD 29 superseded value.
 DV1128
 DV1128.The geoid height was determined by GEOID03.
 DV1128
 DV1128;                    North         East    Units  Estimated Accuracy
 DV1128;SPC AZ W     -   289,420.      224,730.      MT  (+/- 180 meters Scaled)
 DV1128
 DV1128                          SUPERSEDED SURVEY CONTROL
 DV1128
 DV1128  NGVD 29 (??/??/92)  438.223  (m)         1437.74   (f) ADJ UNCH    2 0
 DV1128
 DV1128.Superseded values are not recommended for survey control.
 DV1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1128.See file dsdata.txt to determine how the superseded data were derived.
 DV1128
 DV1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC562220(NAD 83)
 DV1128_MARKER: DR = REFERENCE MARK DISK
 DV1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1128_STAMPING: SADDLE NO 2 1962
 DV1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1128+STABILITY: SURFACE MOTION
 DV1128
 DV1128  HISTORY     - Date     Condition        Report By
 DV1128  HISTORY     - 1962     MONUMENTED       CGS
 DV1128  HISTORY     - 19870212 GOOD             USGS
 DV1128
 DV1128                          STATION DESCRIPTION
 DV1128
 DV1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1128'14.8 MI SW FROM SALOME.
 DV1128'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1128'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1128'THENCE 0.5 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1128'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, NEAR A
 DV1128'TRACK ROAD TO THE NORTH, IN A SADDLE, WITH A MOUNTAIN TO THE NORTH,
 DV1128'AND A SMALL HILL TO THE SOUTH, 101 FEET WEST OF THE CENTER OF THE
 DV1128'TRACK ROAD, 96.8 FEET NORTHWEST OF TRAVERSE STATION SADDLE, 92.6 FEET
 DV1128'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1128'PROJECTING 1 INCH.
 DV1128
 DV1128                          STATION RECOVERY (1987)
 DV1128
 DV1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1916 ***********************************************************************
 DV1916  DESIGNATION -  SADDLE WATER TANK
 DV1916  PID         -  DV1916
 DV1916  STATE/COUNTY-  AZ/MARICOPA
 DV1916  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1916
 DV1916                         *CURRENT SURVEY CONTROL
 DV1916  ___________________________________________________________________
 DV1916* NAD 83(1992)-  33 09 28.86811(N)    113 04 48.25729(W)     ADJUSTED  
 DV1916* NAVD 88     -              **(meters)            **(feet)            
 DV1916  ___________________________________________________________________
 DV1916  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DV1916  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DV1916  HORZ ORDER  -  THIRD
 DV1916
 DV1916.The horizontal coordinates were established by classical geodetic methods
 DV1916.and adjusted by the National Geodetic Survey in August 1993.
 DV1916
 DV1916
 DV1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1916
 DV1916.The geoid height was determined by GEOID03.
 DV1916
 DV1916;                    North         East     Units Scale Factor Converg.
 DV1916;SPC AZ C     -   239,877.684   104,838.137   MT  1.00004516   -0 38 11.0
 DV1916;SPC AZ C     -   787,000.28    343,957.14   iFT  1.00004516   -0 38 11.0
 DV1916;UTM  12      - 3,670,731.573   306,018.254   MT  1.00006397   -1 08 17.0
 DV1916
 DV1916                          SUPERSEDED SURVEY CONTROL
 DV1916
 DV1916  NAD 83(1986)-  33 09 28.86130(N)    113 04 48.26395(W) AD(       ) 4
 DV1916  NAD 27      -  33 09 28.70000(N)    113 04 45.61000(W) AD(       ) 3
 DV1916
 DV1916.Superseded values are not recommended for survey control.
 DV1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1916.See file dsdata.txt to determine how the superseded data were derived.
 DV1916
 DV1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0601870732(NAD 83)
 DV1916_MARKER: 51 = TANK
 DV1916
 DV1916  HISTORY     - Date     Condition        Report By
 DV1916  HISTORY     - 1934     FIRST OBSERVED   CGS
 DV1916
 DV1916                          STATION DESCRIPTION
 DV1916
 DV1916'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0581 ***********************************************************************
 CY0581  DESIGNATION -  SAFFAIR
 CY0581  PID         -  CY0581
 CY0581  STATE/COUNTY-  AZ/GRAHAM
 CY0581  USGS QUAD   -  SAFFORD (1985)
 CY0581
 CY0581                         *CURRENT SURVEY CONTROL
 CY0581  ___________________________________________________________________
 CY0581* NAD 83(1992)-  32 51 03.24241(N)    109 38 17.43925(W)     ADJUSTED  
 CY0581* NAVD 88     -       963.203  (meters)    3160.11   (feet)  ADJUSTED  
 CY0581  ___________________________________________________________________
 CY0581  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 CY0581  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0581  DYNAMIC HT  -         961.856 (meters)    3155.69  (feet)  COMP
 CY0581  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 CY0581
 CY0581  HORZ ORDER  -  FIRST
 CY0581  VERT ORDER  -  SECOND    CLASS 0
 CY0581
 CY0581.The horizontal coordinates were established by classical geodetic methods
 CY0581.and adjusted by the National Geodetic Survey in August 1993.
 CY0581
 CY0581.The orthometric height was determined by differential leveling
 CY0581.and adjusted in June 1991.
 CY0581
 CY0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0581
 CY0581.The geoid height was determined by GEOID03.
 CY0581
 CY0581.The dynamic height is computed by dividing the NAVD 88
 CY0581.geopotential number by the normal gravity value computed on the
 CY0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0581.degrees latitude (g = 980.6199 gals.).
 CY0581
 CY0581.The modeled gravity was interpolated from observed gravity values.
 CY0581
 CY0581;                    North         East     Units Scale Factor Converg.
 CY0581;SPC AZ E     -   205,341.371   262,827.252   MT  0.99993016   +0 17 12.1
 CY0581;SPC AZ E     -   673,692.16    862,294.13   iFT  0.99993016   +0 17 12.1
 CY0581;UTM  12      - 3,635,579.589   627,434.295   MT  0.99980024   +0 44 19.8
 CY0581
 CY0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0581!SPC AZ E     -   0.99985299  x   0.99993016  =   0.99978316
 CY0581!UTM  12      -   0.99985299  x   0.99980024  =   0.99965326
 CY0581
 CY0581|---------------------------------------------------------------------|
 CY0581| PID    Reference Object                     Distance      Geod. Az  |
 CY0581|                                                           dddmmss.s |
 CY0581| CS6062 SAFFAIR RM 3                         29.393 METERS 05018     |
 CY0581| CY0582 SAFFAIR RM 1                         20.044 METERS 14049     |
 CY0581| CY0583 SAFFAIR RM 2                         15.148 METERS 23557     |
 CY0581| CC8165 SAFFAIR AZ MK                                      3401836.2 |
 CY0581|---------------------------------------------------------------------|
 CY0581
 CY0581                          SUPERSEDED SURVEY CONTROL
 CY0581
 CY0581  NAD 83(1986)-  32 51 03.23491(N)    109 38 17.43705(W) AD(       ) 1
 CY0581  NAD 27      -  32 51 03.00400(N)    109 38 15.14900(W) AD(       ) 1
 CY0581  NGVD 29 (??/??/92)  962.613  (m)         3158.17   (f) ADJ UNCH    2 0
 CY0581
 CY0581.Superseded values are not recommended for survey control.
 CY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0581.See file dsdata.txt to determine how the superseded data were derived.
 CY0581
 CY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2743435580(NAD 83)
 CY0581_MARKER: DS = TRIANGULATION STATION DISK
 CY0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY0581_STAMPING: SAFFAIR 1945
 CY0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0581+STABILITY: SURFACE MOTION
 CY0581
 CY0581  HISTORY     - Date     Condition        Report By
 CY0581  HISTORY     - 1945     MONUMENTED       CGS
 CY0581  HISTORY     - 1945     GOOD             CGS
 CY0581  HISTORY     - 1955     GOOD             CGS
 CY0581  HISTORY     - 1985     GOOD             AZDT
 CY0581
 CY0581                          STATION DESCRIPTION
 CY0581
 CY0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0581'STATION IS 4-1/2 MILES (AIR LINE) NE OF SAFFORD AND 3 MILES N OF
 CY0581'SOLOMONSVILLE BY AIR LINE AT THE SAFFORD AIRPORT UNDERNEATH THE
 CY0581'BEACON.
 CY0581'
 CY0581'TO REACH FROM THE COUNTY COURTHOUSE IN SAFFORD, GO N ON U.S.
 CY0581'HIGHWAY 70 FOR 0.1 MILE TO A FORK.  HERE TAKE THE GRADED ROAD
 CY0581'STRAIGHT AHEAD FOR 0.8 MILE TO THE S END OF THE BRIDGE.  FROM
 CY0581'THE N END OF THE BRIDGE GO 0.8 MILE TO A FORK.  HERE TAKE
 CY0581'THE RIGHT FORK ACROSS A CATTLE GUARD AND UP A CANYON ONTO THE
 CY0581'MESA FOR 2.6 MILES TO A FORK.  HERE TAKE THE RIGHT FORK
 CY0581'FOR 2.3 MILES TO A CATTLE GUARD.  CONTINUE 0.1 MILE TO A
 CY0581'FORK.  HERE TAKE THE RIGHT FORK AND GO 1.5 MILES TO A FORK.
 CY0581'HERE TURN LEFT THROUGH THE ENTRANCE GATE TO THE AIRPORT AND
 CY0581'GO 0.3 MILE TO THE END OF TRUCK TRAVEL AT THE BEACON AND THE
 CY0581'STATION.  FROM HERE THE AZIMUTH MARK IS 0.7 MILE ALONG A
 CY0581'LANDING STRIP AT THE NW CORNER OF THE FIELD.
 CY0581'
 CY0581'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY0581'POST WHICH IS FLUSH WITH THE GROUND AND IS STAMPED SAFFAIR
 CY0581'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CY0581'CONCRETE.  THE STATION IS 2.014 METERS SW OF THE NE LEG
 CY0581'OF THE BEACON TOWER, 2.085 METERS NW OF THE SE LEG, 2.383 METERS
 CY0581'NE OF THE SW LEG, AND 2.330 METERS SE OF THE NW LEG.  NOTE--
 CY0581'THESE MEASUREMENTS WERE MADE FROM THE STATION TO THE INNER TOP
 CY0581'EDGE OF THE ANCHOR SECTIONS.  THE STATION IS 19 METERS E
 CY0581'OF THE CENTER OF THE ROAD TO THE AIRPORT.
 CY0581'
 CY0581'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0581'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND
 CY0581'AND IS AT ABOUT THE SAME LEVEL AS THE STATION.  THE MARK IS 2.29
 CY0581'METERS N OF THE NE CORNER OF A SMALL STORAGE SHED, 4.68 METERS
 CY0581'ENE OF THE NW CORNER OF THE SAME SHED, AND IS SE OF THE STATION.
 CY0581'STAMPED SAFFAIR NO 1 1945.
 CY0581'
 CY0581'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A ROUND
 CY0581'CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND IS AT ABOUT
 CY0581'THE SAME LEVEL AS THE STATION.  MARK IS SW OF THE STATION.
 CY0581'STAMPED SAFFAIR NO 2 1945.
 CY0581'
 CY0581'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE SE CORNER OF THE
 CY0581'CONCRETE BASE OF AN AIRPORT BORDER LIGHT AT THE NW CORNER OF THE
 CY0581'AIRPORT AND IS STAMPED SAFFAIR 1945.  THE MARK IS 222-1/2 FEET
 CY0581'N OF THE NW CORNER OF THE ASPHALT LANDING STRIP AND IS NW
 CY0581'OF THE STATION.
 CY0581'
 CY0581'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY0581
 CY0581                          STATION RECOVERY (1945)
 CY0581
 CY0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 CY0581'IN SAFFORD AIRPORT.
 CY0581'AT THE SAFFORD AIRPORT, SET UNDER THE AIRWAY BEACON, 7.5 FEET EAST OF
 CY0581'THE WEST LEG OF TOWER, 6.5 FEET NORTH OF THE SOUTH LEG OF TOWER.
 CY0581'BRONZE TRIANGULATION STATION DISK SET IN TOP OF A CONCRETE POST LEVEL
 CY0581'WITH THE GROUND.
 CY0581
 CY0581                          STATION RECOVERY (1955)
 CY0581
 CY0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY0581'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CY0581'
 CY0581'A STANDARD C.A.A. BEACON MOUNTED ON A 60-FT. FOUR-LEGGED
 CY0581'TOWER IS CENTERED ALMOST OVER THE STATION MARK.
 CY0581
 CY0581                          STATION RECOVERY (1985)
 CY0581
 CY0581'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY0581'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 CY0581'AS DESCRIBED.  REFERENCE MARK 2 IS DESTROYED AND THE AZIMUTH MARK IS
 CY0581'OBSTRUCTED BY A BUILDING.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 CY0581'TIME.
 CY0581'
 CY0581'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED---SAFFAIR NO 3 1945
 CY0581'1984---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET
 CY0581'SOUTHWEST OF A WITNESS POST.
 CY0581'
 CY0581'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL WEST ALONG
 CY0581'U.S. HIGHWAY 70 FOR 0.2 MILE TO A TRAFFIC LIGHT.  TURN RIGHT AND
 CY0581'TRAVEL NORTH ALONG EIGHTH AVENUE FOR 1.55 MILES TO A FORK, BARE RIGHT
 CY0581'AND CONTINUE EAST FOR 4.65 MILES TO A CATTLE GUARD, CONTINUE EAST ON
 CY0581'PAVED ROAD TO A FORK AT THE AIRPORT.  TURN RIGHT FOR 0.05 MILE TO THE
 CY0581'AIRPORT BEACON TOWER AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0582 ***********************************************************************
 CY0582  DESIGNATION -  SAFFAIR RM 1
 CY0582  PID         -  CY0582
 CY0582  STATE/COUNTY-  AZ/GRAHAM
 CY0582  USGS QUAD   -  SAFFORD (1985)
 CY0582
 CY0582                         *CURRENT SURVEY CONTROL
 CY0582  ___________________________________________________________________
 CY0582* NAD 83(1992)-  32 51 02.73804(N)    109 38 16.95227(W)     ADJUSTED  
 CY0582* NAVD 88     -       963.250  (meters)    3160.26   (feet)  ADJUSTED  
 CY0582  ___________________________________________________________________
 CY0582  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 CY0582  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0582  DYNAMIC HT  -         961.903 (meters)    3155.84  (feet)  COMP
 CY0582  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 CY0582
 CY0582  HORZ ORDER  -  SECOND
 CY0582  VERT ORDER  -  SECOND    CLASS 0
 CY0582
 CY0582.The horizontal coordinates were established by classical geodetic methods
 CY0582.and adjusted by the National Geodetic Survey in August 1993.
 CY0582
 CY0582.The orthometric height was determined by differential leveling
 CY0582.and adjusted in June 1991.
 CY0582
 CY0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0582
 CY0582.The geoid height was determined by GEOID03.
 CY0582
 CY0582.The dynamic height is computed by dividing the NAVD 88
 CY0582.geopotential number by the normal gravity value computed on the
 CY0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0582.degrees latitude (g = 980.6199 gals.).
 CY0582
 CY0582.The modeled gravity was interpolated from observed gravity values.
 CY0582
 CY0582;                    North         East     Units Scale Factor Converg.
 CY0582;SPC AZ E     -   205,325.898   262,839.991   MT  0.99993018   +0 17 12.3
 CY0582;SPC AZ E     -   673,641.40    862,335.93   iFT  0.99993018   +0 17 12.3
 CY0582;UTM  12      - 3,635,564.219   627,447.155   MT  0.99980028   +0 44 20.0
 CY0582
 CY0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0582!SPC AZ E     -   0.99985299  x   0.99993018  =   0.99978318
 CY0582!UTM  12      -   0.99985299  x   0.99980028  =   0.99965329
 CY0582
 CY0582                          SUPERSEDED SURVEY CONTROL
 CY0582
 CY0582  NAD 83(1986)-  32 51 02.73054(N)    109 38 16.95007(W) AD(       ) 2
 CY0582  NGVD 29 (??/??/92)  962.661  (m)         3158.33   (f) ADJ UNCH    2 0
 CY0582
 CY0582.Superseded values are not recommended for survey control.
 CY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0582.See file dsdata.txt to determine how the superseded data were derived.
 CY0582
 CY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2744735564(NAD 83)
 CY0582_MARKER: DB = BENCH MARK DISK
 CY0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0582_STAMPING: SAFFAIR NO. 1 1945
 CY0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0582+STABILITY: SURFACE MOTION
 CY0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0582+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 CY0582
 CY0582  HISTORY     - Date     Condition        Report By
 CY0582  HISTORY     - 1945     MONUMENTED       CGS
 CY0582  HISTORY     - 20050429 GOOD             TERRSV
 CY0582
 CY0582                          STATION DESCRIPTION
 CY0582
 CY0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0582'IN SAFFORD AIRPORT.
 CY0582'AT THE SAFFORD AIRPORT, NEAR THE AIRWAY BEACON, 65 FEET SOUTH OF
 CY0582'TRIANGUALTION STATION SAFFAIR, 7.5 FEET NORTHEAST OF THE EAST CORNER
 CY0582'OF A SMALL GREEN FRAME BUILDING.  BRONZE TRIANGULATION REFERENCE DISK
 CY0582'SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE
 CY0582'GROUND.
 CY0582
 CY0582                          STATION RECOVERY (2005)
 CY0582
 CY0582'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 CY0582'THE STATION WAS RECOVERED AS DESCRIBED. STATION SAFFAIR RM 3 1945 1984
 CY0582'WAS ALSO FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0583 ***********************************************************************
 CY0583  DESIGNATION -  SAFFAIR RM 2
 CY0583  PID         -  CY0583
 CY0583  STATE/COUNTY-  AZ/GRAHAM
 CY0583  USGS QUAD   -  SAFFORD (1985)
 CY0583
 CY0583                         *CURRENT SURVEY CONTROL
 CY0583  ___________________________________________________________________
 CY0583* NAD 83(1986)-  32 51 03.     (N)    109 38 17.     (W)     SCALED    
 CY0583* NAVD 88     -       963.037  (meters)    3159.56   (feet)  ADJUSTED  
 CY0583  ___________________________________________________________________
 CY0583  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CY0583  DYNAMIC HT  -         961.690 (meters)    3155.14  (feet)  COMP
 CY0583  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 CY0583
 CY0583  VERT ORDER  -  SECOND    CLASS 0
 CY0583
 CY0583.The horizontal coordinates were scaled from a topographic map and have
 CY0583.an estimated accuracy of +/- 6 seconds.
 CY0583
 CY0583.The orthometric height was determined by differential leveling
 CY0583.and adjusted in June 1991.
 CY0583
 CY0583.The geoid height was determined by GEOID03.
 CY0583
 CY0583.The dynamic height is computed by dividing the NAVD 88
 CY0583.geopotential number by the normal gravity value computed on the
 CY0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0583.degrees latitude (g = 980.6199 gals.).
 CY0583
 CY0583.The modeled gravity was interpolated from observed gravity values.
 CY0583
 CY0583;                    North         East    Units  Estimated Accuracy
 CY0583;SPC AZ E     -   205,330.      262,840.      MT  (+/- 180 meters Scaled)
 CY0583
 CY0583                          SUPERSEDED SURVEY CONTROL
 CY0583
 CY0583  NGVD 29 (??/??/92)  962.447  (m)         3157.63   (f) ADJ UNCH    2 0
 CY0583
 CY0583.Superseded values are not recommended for survey control.
 CY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0583.See file dsdata.txt to determine how the superseded data were derived.
 CY0583
 CY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB274355(NAD 83)
 CY0583_MARKER: DB = BENCH MARK DISK
 CY0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0583_STAMPING: SAFFAIR NO. 2 1945
 CY0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0583+STABILITY: SURFACE MOTION
 CY0583
 CY0583  HISTORY     - Date     Condition        Report By
 CY0583  HISTORY     - 1945     MONUMENTED       CGS
 CY0583
 CY0583                          STATION DESCRIPTION
 CY0583
 CY0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0583'IN SAFFORD AIRPORT.
 CY0583'AT THE SAFFORD AIRPORT, NEAR THE AIRWAY BEACON, 72 FEET NORTHWEST OF
 CY0583'THE NORTH CORNER OF A SMALL GREEN FRAME BUILDING, 50 FEET WEST OF
 CY0583'TRIANGULATION STATION SAFFAIR, 45 FEET SOUTH OF CENTER-LINE OF THE
 CY0583'GRAVEL ROAD LEADING WEST. BRONZE TRIANGULATION REFERENCE DISK SET IN
 CY0583'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0488 ***********************************************************************
 ER0488  DESIGNATION -  SAFFELL
 ER0488  PID         -  ER0488
 ER0488  STATE/COUNTY-  AZ/APACHE
 ER0488  USGS QUAD   -  EAGAR (1984)
 ER0488
 ER0488                         *CURRENT SURVEY CONTROL
 ER0488  ___________________________________________________________________
 ER0488* NAD 83(1992)-  34 02 23.64048(N)    109 16 42.72674(W)     ADJUSTED  
 ER0488* NAVD 88     -      2683.1    (meters)    8803.     (feet)  VERTCON   
 ER0488  ___________________________________________________________________
 ER0488  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 ER0488  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ER0488  HORZ ORDER  -  FIRST
 ER0488
 ER0488.The horizontal coordinates were established by classical geodetic methods
 ER0488.and adjusted by the National Geodetic Survey in August 1993.
 ER0488
 ER0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0488
 ER0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0488
 ER0488.The geoid height was determined by GEOID03.
 ER0488
 ER0488;                    North         East     Units Scale Factor Converg.
 ER0488;SPC AZ E     -   337,435.029   295,364.488   MT  0.99998287   +0 29 49.8
 ER0488;SPC AZ E     - 1,107,070.31    969,043.60   iFT  0.99998287   +0 29 49.8
 ER0488;UTM  12      - 3,767,916.573   658,908.174   MT  0.99991129   +0 57 49.8
 ER0488
 ER0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0488!SPC AZ E     -   0.99958248  x   0.99998287  =   0.99956536
 ER0488!UTM  12      -   0.99958248  x   0.99991129  =   0.99949381
 ER0488
 ER0488|---------------------------------------------------------------------|
 ER0488| PID    Reference Object                     Distance      Geod. Az  |
 ER0488|                                                           dddmmss.s |
 ER0488| CD2647 SAFFELL RM 1                         13.777 METERS 06149     |
 ER0488| DT0735 WAHL                                APPROX.10.9 KM 2403025.4 |
 ER0488| CD2646 SAFFELL AZ MK                                      2882246.4 |
 ER0488| CD2648 SAFFELL RM 2                         10.168 METERS 30448     |
 ER0488|---------------------------------------------------------------------|
 ER0488
 ER0488                          SUPERSEDED SURVEY CONTROL
 ER0488
 ER0488  NAD 83(1986)-  34 02 23.63899(N)    109 16 42.73265(W) AD(       ) 1
 ER0488  NAD 27      -  34 02 23.46336(N)    109 16 40.42622(W) AD(       ) 1
 ER0488  NGVD 29 (07/19/86) 2682.0    (m)         8799.     (f) VERT ANG    3  
 ER0488
 ER0488.Superseded values are not recommended for survey control.
 ER0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0488.See file dsdata.txt to determine how the superseded data were derived.
 ER0488
 ER0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5890867917(NAD 83)
 ER0488_MARKER: DS = TRIANGULATION STATION DISK
 ER0488_SETTING: 66 = SET IN ROCK OUTCROP
 ER0488_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ER0488
 ER0488  HISTORY     - Date     Condition        Report By
 ER0488  HISTORY     - 1936     MONUMENTED       CGS
 ER0488  HISTORY     - 1978     GOOD             NGS
 ER0488
 ER0488                          STATION DESCRIPTION
 ER0488
 ER0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0488'STATION IS LOCATED APPROXIMATELY 7 MILES S OF SPRINGERVILLE, ON
 ER0488'A PROMINENT, PARTLY WOODED KNOB KNOWN AS SAFFELL KNOLL, IN SEC.
 ER0488'34, T. 8 N, R. 29 E, WITHIN THE BOUNDARIES OF THE APACHE NATIONAL
 ER0488'FOREST.
 ER0488'
 ER0488'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 ER0488'IN ROCK.
 ER0488'
 ER0488'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE STANDARD DISKS
 ER0488'SET IN DRILL HOLES IN ROCKS.
 ER0488'
 ER0488'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL IN A
 ER0488'LARGE ROCK OUTCROP AND 45.20 FEET FROM THE STATION
 ER0488'N 61 DEG 49 MIN E.
 ER0488'
 ER0488'REFERENCE MARK NO. 2 IS 33.36 FEET FROM THE STATION
 ER0488'N 55 DEG 12 MIN W.
 ER0488'
 ER0488'AZIMUTH MARK IS 4 FEET N OF A SMALL PINE TREE, ON THE SOUTHEASTERN
 ER0488'SLOPE, NEAR THE TOP, AND APPROXIMATELY 0.25 MILE FROM THE
 ER0488'STATION N 71 DEG 47 MIN W.
 ER0488'
 ER0488'TO REACH STATION FROM EAGAR POST OFFICE GO S 6.5 MILES ON WATER
 ER0488'CANYON ROAD, TURN LEFT (E) ON DIRT ROAD AND GO 0.8 MILE, TURN
 ER0488'LEFT UP SIDE OF HILL AND DRIVE AS CLOSE TO TOP AS POSSIBLE
 ER0488'WITH TRUCK, PACK UP TO TOP OF HILL TO FLAT TOP, BEAR NE ACROSS
 ER0488'FLAT LAND TO TOP OF PROMINENT KNOLL AND STATION.
 ER0488
 ER0488                          STATION RECOVERY (1978)
 ER0488
 ER0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ER0488'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 ER0488'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  NO
 ER0488'ANGLES OR MEASUREMENTS MADE AT THIS TIME.
 ER0488'
 ER0488'A NEW DESCRIPTION FOLLOWS--
 ER0488'
 ER0488'FROM THE SAWMILL ON THE WATER CANYON ROAD IN SOUTH EAGAR, TRAVEL
 ER0488'SOUTH ON MAIN TRAVELED ROAD UP WATER CANYON FOR 5.15 MILES TO A ROAD
 ER0488'LEFT, TURN LEFT AND CONTINUE FOR 0.4 MILE TO A GATE ON LEFT (GATE
 ER0488'IS ON A RIGHT HAND CURVE IN ROAD), PASS THROUGH GATE AND GO 0.1
 ER0488'MILE TO A FORK, TAKE LEFT FORK AND GO 0.5 MILE TO A CABIN AND A
 ER0488'CIRCULAR WATER TANK, PASS TO RIGHT OF TANK AND GO 0.35 MILES TO A
 ER0488'GATE, GO THROUGH GATE AND CONTINUE ON TRAIL TO A LONE PINE TREE
 ER0488'ON LEFT OF TRAIL.  AT THIS POINT.  TRAIL BARES LEFT UP CANYON TO
 ER0488'TOP OF MESA, AFTER TOPPING OUT ON MESA (SAFFELL KNOLL CAN BE SEEN
 ER0488'STRAIGHT AHEAD) CONTINUE ON DIM TRACK TRAIL ACROSS HIGH PART
 ER0488'OF MESA WESTERLY PASSING TO THE SOUTH OF THE KNOLL, TURN RIGHT ON
 ER0488'DIM TRACK TRAIL TO THE SADDLE AT WEST END OF KNOLL AND END OF
 ER0488'TRUCK TRAVEL, FROM HERE PACK EASTERLY TO TOP OF KNOLL AND THE
 ER0488'STATION.  ABOUT A 10 MINUTE PACK, 4 X 4 REQUIRED.
 ER0488'
 ER0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 ER0488'SPRINGERVILLE.
 ER0488'
 ER0488'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7569 ***********************************************************************
 DK7569  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7569  DESIGNATION -  SAFFORD CORS ARP
 DK7569  CORS_ID     -  AZSF
 DK7569  PID         -  DK7569
 DK7569  STATE/COUNTY-  AZ/GRAHAM
 DK7569  USGS QUAD   -  SAFFORD (1985)
 DK7569
 DK7569                         *CURRENT SURVEY CONTROL
 DK7569  ___________________________________________________________________
 DK7569* NAD 83(CORS)-  32 48 07.31602(N)    109 42 42.84641(W)     ADJUSTED  
 DK7569* NAVD 88     -              **(meters)            **(feet)            
 DK7569  ___________________________________________________________________
 DK7569  EPOCH DATE  -        2002.00
 DK7569  X           -  -1,810,292.203 (meters)                     COMP
 DK7569  Y           -  -5,052,642.690 (meters)                     COMP
 DK7569  Z           -   3,436,011.288 (meters)                     COMP
 DK7569  ELLIP HEIGHT-         897.879 (meters)          (12/??/08) ADJUSTED
 DK7569  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DK7569  HORZ ORDER  -  SPECIAL (CORS)
 DK7569  ELLP ORDER  -  SPECIAL (CORS)
 DK7569
 DK7569.ITRF positions are available for this station.
 DK7569.The coordinates were established by GPS observations
 DK7569.and adjusted by the National Geodetic Survey in December 2008.
 DK7569.The coordinates are valid at the epoch date displayed above.
 DK7569.The epoch date for horizontal control is a decimal equivalence
 DK7569.of Year/Month/Day.
 DK7569
 DK7569
 DK7569.The PID for the CORS L1 Phase Center is DK7570.
 DK7569
 DK7569.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7569
 DK7569.The ellipsoidal height was determined by GPS observations
 DK7569.and is referenced to NAD 83.
 DK7569
 DK7569.The geoid height was determined by GEOID03.
 DK7569
 DK7569;                    North         East     Units Scale Factor Converg.
 DK7569;SPC AZ E     -   199,890.144   255,949.824   MT  0.99992236   +0 14 46.9
 DK7569;SPC AZ E     -   655,807.56    839,730.39   iFT  0.99992236   +0 14 46.9
 DK7569
 DK7569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7569!SPC AZ E     -   0.99985905  x   0.99992236  =   0.99978142
 DK7569
 DK7569                          SUPERSEDED SURVEY CONTROL
 DK7569
 DK7569.No superseded survey control is available for this station.
 DK7569
 DK7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2060130075(NAD 83)
 DK7569_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7569
 DK7569                          STATION DESCRIPTION
 DK7569
 DK7569'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK7569'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7569'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7569'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7569'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7569'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7570 ***********************************************************************
 DK7570  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7570  DESIGNATION -  SAFFORD CORS L1 PHASE CENTER
 DK7570  CORS_ID     -  AZSF
 DK7570  PID         -  DK7570
 DK7570  STATE/COUNTY-  AZ/GRAHAM
 DK7570  USGS QUAD   -  SAFFORD (1985)
 DK7570
 DK7570                         *CURRENT SURVEY CONTROL
 DK7570  ___________________________________________________________________
 DK7570* NAD 83(CORS)-  32 48 07.31606(N)    109 42 42.84638(W)     ADJUSTED  
 DK7570* NAVD 88     -              **(meters)            **(feet)            
 DK7570  ___________________________________________________________________
 DK7570  EPOCH DATE  -        2002.00
 DK7570  X           -  -1,810,292.226 (meters)                     COMP
 DK7570  Y           -  -5,052,642.756 (meters)                     COMP
 DK7570  Z           -   3,436,011.335 (meters)                     COMP
 DK7570  ELLIP HEIGHT-         897.963 (meters)          (12/??/08) ADJUSTED
 DK7570  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DK7570  HORZ ORDER  -  SPECIAL (CORS)
 DK7570  ELLP ORDER  -  SPECIAL (CORS)
 DK7570
 DK7570.ITRF positions are available for this station.
 DK7570.The coordinates were established by GPS observations
 DK7570.and adjusted by the National Geodetic Survey in December 2008.
 DK7570.The coordinates are valid at the epoch date displayed above.
 DK7570.The epoch date for horizontal control is a decimal equivalence
 DK7570.of Year/Month/Day.
 DK7570
 DK7570
 DK7570.The PID for the CORS ARP is DK7569.
 DK7570
 DK7570.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7570
 DK7570.The ellipsoidal height was determined by GPS observations
 DK7570.and is referenced to NAD 83.
 DK7570
 DK7570.The geoid height was determined by GEOID03.
 DK7570
 DK7570;                    North         East     Units Scale Factor Converg.
 DK7570;SPC AZ E     -   199,890.145   255,949.825   MT  0.99992236   +0 14 46.9
 DK7570;SPC AZ E     -   655,807.56    839,730.40   iFT  0.99992236   +0 14 46.9
 DK7570
 DK7570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7570!SPC AZ E     -   0.99985904  x   0.99992236  =   0.99978141
 DK7570
 DK7570                          SUPERSEDED SURVEY CONTROL
 DK7570
 DK7570.No superseded survey control is available for this station.
 DK7570
 DK7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2060130075(NAD 83)
 DK7570_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK7570
 DK7570                          STATION DESCRIPTION
 DK7570
 DK7570'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK7570'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7570'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7570'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7570'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7570'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1219 ***********************************************************************
 CY1219  DESIGNATION -  SAFFORD KGLU RADIO TOWER
 CY1219  PID         -  CY1219
 CY1219  STATE/COUNTY-  AZ/GRAHAM
 CY1219  USGS QUAD   -  SAFFORD (1985)
 CY1219
 CY1219                         *CURRENT SURVEY CONTROL
 CY1219  ___________________________________________________________________
 CY1219* NAD 83(1992)-  32 49 32.33790(N)    109 42 51.95888(W)     ADJUSTED  
 CY1219* NAVD 88     -              **(meters)            **(feet)            
 CY1219  ___________________________________________________________________
 CY1219  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CY1219  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY1219  HORZ ORDER  -  THIRD
 CY1219
 CY1219.The horizontal coordinates were established by classical geodetic methods
 CY1219.and adjusted by the National Geodetic Survey in August 1993.
 CY1219
 CY1219
 CY1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1219
 CY1219.The geoid height was determined by GEOID03.
 CY1219
 CY1219;                    North         East     Units Scale Factor Converg.
 CY1219;SPC AZ E     -   202,508.073   255,701.563   MT  0.99992210   +0 14 42.5
 CY1219;SPC AZ E     -   664,396.56    838,915.89   iFT  0.99992210   +0 14 42.5
 CY1219;UTM  12      - 3,632,690.564   620,332.150   MT  0.99977854   +0 41 49.1
 CY1219
 CY1219                          SUPERSEDED SURVEY CONTROL
 CY1219
 CY1219  NAD 83(1986)-  32 49 32.33165(N)    109 42 51.95435(W) AD(       ) 4
 CY1219  NAD 27      -  32 49 32.09500(N)    109 42 49.66500(W) AD(       ) 3
 CY1219
 CY1219.Superseded values are not recommended for survey control.
 CY1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1219.See file dsdata.txt to determine how the superseded data were derived.
 CY1219
 CY1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2033232691(NAD 83)
 CY1219_MARKER: 43 = RADIO/TV TOWER
 CY1219
 CY1219  HISTORY     - Date     Condition        Report By
 CY1219  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1219  HISTORY     - 1955     MARK NOT FOUND   CGS
 CY1219
 CY1219                          STATION DESCRIPTION
 CY1219
 CY1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1219'THE RADIO TOWER IS LOCATED IN SAFFORD S OF THE BUSINESS SECTION
 CY1219'OF THE TOWN AT 1300 SIXTH AVENUE.
 CY1219'
 CY1219'THE RADIO TOWER, FOR BROADCASTING STATION KGLU, IS A FOUR-SIDED
 CY1219'LATTICE WORK STEEL STRUCTURE 180 FEET HIGH.  IT IS ABOUT 30
 CY1219'FEET W OF A WHITE STUCCO BUILDING CONTAINING THE STUDIO AND
 CY1219'TRANSMITTING ROOMS.  THE TOWER HAS RED LIGHTS ON TOP, 1/3, AND
 CY1219'2/3 OF THE WAY DOWN.
 CY1219
 CY1219                          STATION RECOVERY (1955)
 CY1219
 CY1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY1219'STATION LOST.  TOWER TAKEN DOWN ABOUT 1946 AND MOVED ABOUT 2.5
 CY1219'MI. E OF SAFFORD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1221 ***********************************************************************
 CY1221  DESIGNATION -  SAFFORD WATER TANK
 CY1221  PID         -  CY1221
 CY1221  STATE/COUNTY-  AZ/GRAHAM
 CY1221  USGS QUAD   -  SAFFORD (1985)
 CY1221
 CY1221                         *CURRENT SURVEY CONTROL
 CY1221  ___________________________________________________________________
 CY1221* NAD 83(1992)-  32 49 45.20576(N)    109 42 39.15859(W)     ADJUSTED  
 CY1221* NAVD 88     -              **(meters)            **(feet)            
 CY1221  ___________________________________________________________________
 CY1221  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CY1221  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY1221  HORZ ORDER  -  THIRD
 CY1221
 CY1221.The horizontal coordinates were established by classical geodetic methods
 CY1221.and adjusted by the National Geodetic Survey in August 1993.
 CY1221
 CY1221
 CY1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1221
 CY1221.The geoid height was determined by GEOID03.
 CY1221
 CY1221;                    North         East     Units Scale Factor Converg.
 CY1221;SPC AZ E     -   202,905.875   256,032.762   MT  0.99992245   +0 14 49.6
 CY1221;SPC AZ E     -   665,701.69    840,002.50   iFT  0.99992245   +0 14 49.6
 CY1221;UTM  12      - 3,633,090.908   620,660.155   MT  0.99977952   +0 41 56.3
 CY1221
 CY1221                          SUPERSEDED SURVEY CONTROL
 CY1221
 CY1221  NAD 83(1986)-  32 49 45.19858(N)    109 42 39.15388(W) AD(       ) 4
 CY1221  NAD 27      -  32 49 44.95500(N)    109 42 36.86400(W) AD(       ) 3
 CY1221
 CY1221.Superseded values are not recommended for survey control.
 CY1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1221.See file dsdata.txt to determine how the superseded data were derived.
 CY1221
 CY1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2066033091(NAD 83)
 CY1221_MARKER: 53 = ELEVATED TANK
 CY1221
 CY1221  HISTORY     - Date     Condition        Report By
 CY1221  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1221  HISTORY     - 1955     GOOD             CGS
 CY1221
 CY1221                          STATION DESCRIPTION
 CY1221
 CY1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1221'THE MUNICIPAL WATER TANK IN SAFFORD.  IT IS A LARGE, CYLINDRICAL,
 CY1221'ALUMINUM-PAINTED TANK, SURMOUNTING A FOUR-LEGGED STEEL TOWER,
 CY1221'WITH AN OVERALL HEIGHT OF ABOUT 125 FEET.  THE TOP IS CONICAL
 CY1221'AND THE CENTER OF THE TANK WAS INTERSECTED.  IT IS LOCATED
 CY1221'ABOUT 0.2 MILE S OF THE RAILROAD, ABOUT 100 FEET E OF CENTRAL
 CY1221'AVENUE, AND 40 FEET N OF A LARGE CANAL, IN AN AREA ENCLOSED
 CY1221'BY A HIGH WIRE FENCE.
 CY1221
 CY1221                          STATION RECOVERY (1955)
 CY1221
 CY1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY1221'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0972 ***********************************************************************
 ET0972  DESIGNATION -  SAG
 ET0972  PID         -  ET0972
 ET0972  STATE/COUNTY-  AZ/YAVAPAI
 ET0972  USGS QUAD   -  FLORES (1969)
 ET0972
 ET0972                         *CURRENT SURVEY CONTROL
 ET0972  ___________________________________________________________________
 ET0972* NAD 83(1992)-  34 07 18.57456(N)    112 51 22.88610(W)     ADJUSTED  
 ET0972* NAVD 88     -       930.3    (meters)    3052.     (feet)  VERTCON   
 ET0972  ___________________________________________________________________
 ET0972  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 ET0972  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ET0972  HORZ ORDER  -  SECOND
 ET0972
 ET0972.The horizontal coordinates were established by classical geodetic methods
 ET0972.and adjusted by the National Geodetic Survey in June 1998.
 ET0972
 ET0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0972
 ET0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0972
 ET0972.The geoid height was determined by GEOID03.
 ET0972
 ET0972;                    North         East     Units Scale Factor Converg.
 ET0972;SPC AZ C     -   346,564.652   126,678.231   MT  0.99999259   -0 31 37.8
 ET0972;SPC AZ C     - 1,137,023.14    415,610.99   iFT  0.99999259   -0 31 37.8
 ET0972;UTM  12      - 3,777,220.013   328,803.356   MT  0.99996129   -1 02 29.7
 ET0972
 ET0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0972!SPC AZ C     -   0.99985854  x   0.99999259  =   0.99985113
 ET0972!UTM  12      -   0.99985854  x   0.99996129  =   0.99981984
 ET0972
 ET0972|---------------------------------------------------------------------|
 ET0972| PID    Reference Object                     Distance      Geod. Az  |
 ET0972|                                                           dddmmss.s |
 ET0972| CH3261 SAG RM 1                             11.108 METERS 03509     |
 ET0972| ET0968 PACK                                APPROX.13.0 KM 1714149.5 |
 ET0972| CH3262 SAG RM 2                             12.680 METERS 30711     |
 ET0972|---------------------------------------------------------------------|
 ET0972
 ET0972                          SUPERSEDED SURVEY CONTROL
 ET0972
 ET0972  NAD 83(1992)-  34 07 18.57456(N)    112 51 22.88610(W) AD(       ) 2
 ET0972  NAD 83(1986)-  34 07 18.57327(N)    112 51 22.88904(W) AD(       ) 2
 ET0972  NAD 27      -  34 07 18.48246(N)    112 51 20.22936(W) AD(       ) 2
 ET0972  NGVD 29 (07/19/86)  929.6    (m)         3050.     (f) VERT ANG    3  
 ET0972
 ET0972.Superseded values are not recommended for survey control.
 ET0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0972.See file dsdata.txt to determine how the superseded data were derived.
 ET0972
 ET0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2880377220(NAD 83)
 ET0972_MARKER: DD = SURVEY DISK
 ET0972_SETTING: 66 = SET IN ROCK OUTCROP
 ET0972_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0972+STABILITY: POSITION/ELEVATION WELL
 ET0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0972+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 ET0972
 ET0972  HISTORY     - Date     Condition        Report By
 ET0972  HISTORY     - 1974     MONUMENTED       AZDT
 ET0972  HISTORY     - 20081129 GOOD             GEOCAC
 ET0972
 ET0972                          STATION DESCRIPTION
 ET0972
 ET0972'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974
 ET0972'THE STATION IS LOCATED 12 MILES NORTHWEST OF WICKENBURG AND 3 MILES
 ET0972'SOUTHWEST OF CONGRESS JUNCTION ON TOP OF A LOW RIDGE.
 ET0972'
 ET0972'THE STATION MARK IS AN ARIZONA HIGHWAY DIVISION DISK STAMPED, SAG
 ET0972'1974.  IT IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 ET0972'
 ET0972'REFERENCE MARK 1 IS AN AHD DISK STAMPED, SAG RM 1 1974.  IT IS SET IN
 ET0972'A DRILL HOLE IN A ROCK OUTCROP.
 ET0972'
 ET0972'REFERENCE MARK 2 IS AN AHD DISK STAMPED, SAG RM 2 1974.  IT IS SET IN
 ET0972'A DRILL HOLE IN A ROCK OUTCROP.
 ET0972'
 ET0972'TO REACH THE STATION FROM THE CROSSING OF ARIZONA HIGHWAY 71 AND THE
 ET0972'RAILROAD CROSSING IN CONGRESS, TRAVEL WEST ALONG SR 71 FOR 1.15 MILES
 ET0972'TO A WIRE GATE ON THE LEFT.  PASS THROUGH THE GATE AND TRAVEL 0.95
 ET0972'MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.1 MILE TO A FORK, TAKE THE
 ET0972'LEFT FORK FOR 0.85 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.2 MILE TO
 ET0972'A T-ROAD.  TURN LEFT AND TRAVEL FOR 0.30 MILE TO A FENCE CORNER.  BEAR
 ET0972'SOUTHEAST ON TRACK ROAD TO TOE OF SLOPE AND END OF TRUCK TRAVEL.  PACK
 ET0972'UP RIDGE TO TOP AND STATION.
 ET0972
 ET0972                          STATION RECOVERY (2008)
 ET0972
 ET0972'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ET0972'RM1 IS NOW STAMPED ARIZONA D.O.T. HWY. DIV. P.AMPERSAND M. GEODETIC
 ET0972'SURVEY SAG R.M.1. 1980
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0364 ***********************************************************************
 GQ0364  DESIGNATION -  SAGE
 GQ0364  PID         -  GQ0364
 GQ0364  STATE/COUNTY-  AZ/MOHAVE
 GQ0364  USGS QUAD   -  MT TRUMBULL NE (1967)
 GQ0364
 GQ0364                         *CURRENT SURVEY CONTROL
 GQ0364  ___________________________________________________________________
 GQ0364* NAD 83(1992)-  36 29 13.82359(N)    113 00 29.65769(W)     ADJUSTED  
 GQ0364* NAVD 88     -      1971.5    (meters)    6468.     (feet)  VERTCON   
 GQ0364  ___________________________________________________________________
 GQ0364  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GQ0364  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0364  HORZ ORDER  -  FIRST
 GQ0364
 GQ0364.The horizontal coordinates were established by classical geodetic methods
 GQ0364.and adjusted by the National Geodetic Survey in August 1993.
 GQ0364
 GQ0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0364
 GQ0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0364
 GQ0364.The geoid height was determined by GEOID03.
 GQ0364
 GQ0364;                    North         East     Units Scale Factor Converg.
 GQ0364;SPC AZ W     -   608,842.063   279,822.329   MT  0.99998774   +0 26 28.0
 GQ0364;SPC AZ W     - 1,997,513.33    918,052.26   iFT  0.99998774   +0 26 28.0
 GQ0364;UTM  12      - 4,039,860.394   320,111.151   MT  0.99999870   -1 11 40.2
 GQ0364
 GQ0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0364!SPC AZ W     -   0.99969430  x   0.99998774  =   0.99968205
 GQ0364!UTM  12      -   0.99969430  x   0.99999870  =   0.99969300
 GQ0364
 GQ0364|---------------------------------------------------------------------|
 GQ0364| PID    Reference Object                     Distance      Geod. Az  |
 GQ0364|                                                           dddmmss.s |
 GQ0364| CH3264 SAGE RM 1                            15.075 METERS 01221     |
 GQ0364| CH3265 SAGE RM 2                             8.251 METERS 10115     |
 GQ0364| CH3263 SAGE AZ MK                                         2970006.1 |
 GQ0364|---------------------------------------------------------------------|
 GQ0364
 GQ0364                          SUPERSEDED SURVEY CONTROL
 GQ0364
 GQ0364  NAD 83(1986)-  36 29 13.81851(N)    113 00 29.65567(W) AD(       ) 1
 GQ0364  NAD 27      -  36 29 13.88400(N)    113 00 26.91100(W) AD(       ) 1
 GQ0364  NGVD 29 (07/19/86) 1970.6    (m)         6465.     (f) VERT ANG    3  
 GQ0364
 GQ0364.Superseded values are not recommended for survey control.
 GQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0364.See file dsdata.txt to determine how the superseded data were derived.
 GQ0364
 GQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2011139860(NAD 83)
 GQ0364_MARKER: DS = TRIANGULATION STATION DISK
 GQ0364_SETTING: 0 = UNSPECIFIED SETTING
 GQ0364
 GQ0364  HISTORY     - Date     Condition        Report By
 GQ0364  HISTORY     - 1953     MONUMENTED       CGS
 GQ0364
 GQ0364                          STATION DESCRIPTION
 GQ0364
 GQ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0364'THE STATION IS LOCATED 23 MILES, AIR-LINE, WEST-NORTHWEST OF THE
 GQ0364'JUNCTION OF KANAB CREEK AND THE COLORADO RIVER, 19 MILES,
 GQ0364'AIR-LINE, EAST-NORTHEAST OF THE VILLAGE OF MT. TRUMBULL AND
 GQ0364'17 MILES, AIR-LINE, NORTH OF THE COLORADO RIVER.  IT IS ON
 GQ0364'THE HIGHEST POINT OF A PROMINENT, TREE AND BRUSH COVERED HILL.
 GQ0364'
 GQ0364'TO REACH FROM THE INSPECTION STATION AT THE SOUTH EDGE OF
 GQ0364'FREDONIA, GO NORTH ON U.S. HIGHWAY 89 FOR 0.05 MILE TO A DIRT
 GQ0364'ROAD LEFT.  TURN LEFT AND FOLLOW THE GRADED ROAD WESTERLY FOR
 GQ0364'8.5 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE GRADED
 GQ0364'ROAD SOUTHWEST FOR 22.8 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0364'AND FOLLOW THE ROAD WEST AND SOUTH FOR 3.4 MILES TO A GATE.
 GQ0364'PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 1.5 MILES TO A
 GQ0364'GATE AND FORK.  PASS THROUGH THE GATE, TAKE THE RIGHT FORK
 GQ0364'AND FOLLOW THE MAIN ROAD FOR 4.2 MILES TO A CATTLE GUARD.
 GQ0364'CONTINUE ON THE MAIN ROAD FOR 6.4 MILES TO THE SUMMIT OF A
 GQ0364'RIDGE AND A TRIANGLE BLAZED TREE ON THE LEFT.  CONTINUE ON THE
 GQ0364'ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GQ0364'FOLLOW THE ROAD FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK
 GQ0364'AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GQ0364'CONTINUE ON THE ROAD FOR 0.05 MILE TO A TRACK ROAD LEFT.
 GQ0364'TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.2 MILE.  TURN LEFT
 GQ0364'AND PICK WAY ALONG CREST OF RIDGE IN SOUTHEAST DIRECTION
 GQ0364'FOR ABOUT 0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK
 GQ0364'SOUTHEAST TO SUMMIT OF RIDGE, THENCE NORTHEAST ALONG CREST
 GQ0364'OF RIDGE TO THE HIGHEST POINT AND THE STATION.  A
 GQ0364'15-MINUTE PACK.
 GQ0364'
 GQ0364'THE STATION MARK, A STANDARD DISK STAMPED SAGE 1953, IS SECURED
 GQ0364'TO THE TOP OF A 2-INCH PIPE SET IN THE GROUND AND PROJECTS
 GQ0364'6 INCHES ABOVE THE GROUND.
 GQ0364'
 GQ0364'REFERENCE MARK 1, A STANDARD DISK STAMPED SAGE NO 1 1953, IS
 GQ0364'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES ABOVE
 GQ0364'THE GROUND.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GQ0364'
 GQ0364'REFERENCE MARK 2, A STANDARD DISK STAMPED SAGE NO 2 1953, IS
 GQ0364'SECURED TO THE TOP OF A 2-INCH PIPE SET IN THE GROUND AND PROJECTS
 GQ0364'2 INCHES ABOVE THE GROUND.  THE MARK IS 3 FEET LOWER THAN THE
 GQ0364'STATION.
 GQ0364'
 GQ0364'THE AZIMUTH MARK, A STANDARD DISK STAMPED SAGE 1953, IS SET
 GQ0364'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT
 GQ0364'ABOVE THE GROUND.  IT IS LOCATED 45 FEET WEST-SOUTHWEST OF
 GQ0364'THE ROAD AND 30 INCHES WEST-NORTHWEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1517 ***********************************************************************
 DA1517  DESIGNATION -  SAGE
 DA1517  PID         -  DA1517
 DA1517  STATE/COUNTY-  AZ/PIMA
 DA1517  USGS QUAD   -  ARMENTA WELL (1990)
 DA1517
 DA1517                         *CURRENT SURVEY CONTROL
 DA1517  ___________________________________________________________________
 DA1517* NAD 83(1992)-  32 14 40.54968(N)    112 45 23.94029(W)     ADJUSTED  
 DA1517* NAVD 88     -       543.6    (meters)    1783.     (feet)  VERTCON   
 DA1517  ___________________________________________________________________
 DA1517  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 DA1517  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA1517  HORZ ORDER  -  SECOND
 DA1517
 DA1517.The horizontal coordinates were established by classical geodetic methods
 DA1517.and adjusted by the National Geodetic Survey in August 1993.
 DA1517
 DA1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1517
 DA1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1517
 DA1517.The geoid height was determined by GEOID03.
 DA1517
 DA1517;                    North         East     Units Scale Factor Converg.
 DA1517;SPC AZ C     -   138,297.013   134,205.448   MT  0.99997724   -0 26 53.5
 DA1517;SPC AZ C     -   453,730.36    440,306.59   iFT  0.99997724   -0 26 53.5
 DA1517;UTM  12      - 3,568,901.787   334,505.753   MT  0.99993776   -0 56 14.8
 DA1517
 DA1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1517!SPC AZ C     -   0.99991962  x   0.99997724  =   0.99989686
 DA1517!UTM  12      -   0.99991962  x   0.99993776  =   0.99985738
 DA1517
 DA1517|---------------------------------------------------------------------|
 DA1517| PID    Reference Object                     Distance      Geod. Az  |
 DA1517|                                                           dddmmss.s |
 DA1517| CH5372 SAGE RM 1                            16.529 METERS 11530     |
 DA1517| CH5371 SAGE AZ MK                                         1230159.5 |
 DA1517| CH5373 SAGE RM 2                            17.410 METERS 20926     |
 DA1517|---------------------------------------------------------------------|
 DA1517
 DA1517                          SUPERSEDED SURVEY CONTROL
 DA1517
 DA1517  NAD 83(1986)-  32 14 40.53880(N)    112 45 23.94433(W) AD(       ) 2
 DA1517  NAD 27      -  32 14 40.31600(N)    112 45 21.41500(W) AD(       ) 2
 DA1517  NGVD 29 (07/19/86)  542.9    (m)         1781.     (f) VERT ANG    3  
 DA1517
 DA1517.Superseded values are not recommended for survey control.
 DA1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1517.See file dsdata.txt to determine how the superseded data were derived.
 DA1517
 DA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3450668902(NAD 83)
 DA1517_MARKER: DS = TRIANGULATION STATION DISK
 DA1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1517
 DA1517  HISTORY     - Date     Condition        Report By
 DA1517  HISTORY     - 1936     MONUMENTED       CGS
 DA1517  HISTORY     - 1962     GOOD             USGS
 DA1517  HISTORY     - 1977     GOOD             NGS
 DA1517  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA1517
 DA1517                          STATION DESCRIPTION
 DA1517
 DA1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1517'ON THE WEST BOUNDARY OF THE PAPAGO INDIAN RESERVATION, ABOUT
 DA1517'10 MILES SOUTHEAST OF THE CITY OF AJO, 1 MILE SOUTH OF THE
 DA1517'SELLS-AJO ROAD, 0.5 MILE WEST OF THE SONOYTA ROAD, ON A FLAT
 DA1517'BRUSHY RIDGE, 20 FEET NORTH OF THE CENTERLINE OF A TRACK
 DA1517'ROAD.  MARKED BY STANDARD BRONZE DISKS.
 DA1517'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DA1517'DISK, IS ON THE NORTH SIDE OF THE TRACK ROAD, 16.530
 DA1517'METERS (54.23 FEET) FROM STATION S 64 DEG 30 MIN E.
 DA1517'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1517'IS SOUTH OF THE ROAD AND 17.413 METERS (57.13 FEET) FROM
 DA1517'STATION S 29 DEG 26 MIN W.  THE AZIMUTH MARK, A STANDARD
 DA1517'BRONZE DISK, IS 25 FEET SOUTH OF THE CENTERLINE OF
 DA1517'THE TRACK ROAD, 0.25 MILE WEST OF THE SONOYTA ROAD AND 0.25
 DA1517'MILE FROM STATION S 57 DEG 00 MIN E.
 DA1517
 DA1517                          STATION RECOVERY (1962)
 DA1517
 DA1517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1517'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1517'AGREE WITH NGS.
 DA1517
 DA1517                          STATION RECOVERY (1977)
 DA1517
 DA1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 DA1517'THE STATION, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE FOUND IN
 DA1517'GOOD CONDITION.  DISTANCE TO RMS AND ANGLE BETWEEN RMS CHECK THE
 DA1517'1936 MEASUREMENTS.
 DA1517'
 DA1517'A NEW TO-REACH DESCRIPTION FOLLOWS--
 DA1517'
 DA1517'FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86 AT WHY, TRAVEL SOUTH ON
 DA1517'HWY. 85 FOR ABOUT A MILE TO MILE POST 54.65 AND A TRAIL ON THE RIGHT
 DA1517'(WEST) ON THE NORTH SIDE OF AN EAST-WEST FENCELINE.  PASS THROUGH
 DA1517'WIRE GATE AND GO 0.5 MILE TO DIM TRACKS ON THE LEFT JUST PAST
 DA1517'SECOND ROW OF HALF BURIED TIRES, TURN LEFT AND GO SOUTH FOR ABOUT
 DA1517'0.1 MILE TO THE STATION ON THE NORTH SIDE OF A TRACK ROAD JUST
 DA1517'NORTH OF THE EAST-WEST FENCE.  STATION IS MARKED WITH A WITNESS
 DA1517'POST AND SIGN.
 DA1517'
 DA1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILE SOUTHEAST
 DA1517'OF AJO.
 DA1517'
 DA1517'HEIGHT OF LIGHT ABOVE STATION MARK 20.33 FEET.
 DA1517
 DA1517                          STATION RECOVERY (1997)
 DA1517
 DA1517'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5754 ***********************************************************************
 DH5754  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5754  DESIGNATION -  SAGEBRUSH
 DH5754  PID         -  DH5754
 DH5754  STATE/COUNTY-  AZ/COCHISE
 DH5754  USGS QUAD   -  MILLER PEAK (1978)
 DH5754
 DH5754                         *CURRENT SURVEY CONTROL
 DH5754  ___________________________________________________________________
 DH5754* NAD 83(2007)-  31 26 57.43080(N)    110 15 28.51985(W)     ADJUSTED  
 DH5754* NAVD 88     -      1488.87   (meters)    4884.7    (feet)  GPS OBS   
 DH5754  ___________________________________________________________________
 DH5754  EPOCH DATE  -        2007.00
 DH5754  X           -  -1,886,149.633 (meters)                     COMP
 DH5754  Y           -  -5,110,456.141 (meters)                     COMP
 DH5754  Z           -   3,309,253.540 (meters)                     COMP
 DH5754  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 DH5754  ELLIP HEIGHT-        1460.926 (meters)          (02/10/07) ADJUSTED
 DH5754  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DH5754
 DH5754  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5754  Type    PID    Designation                      North   East  Ellip
 DH5754  -------------------------------------------------------------------
 DH5754  NETWORK DH5754 SAGEBRUSH                         1.00   0.86   2.80
 DH5754  -------------------------------------------------------------------
 DH5754
 DH5754.The horizontal coordinates were established by GPS observations
 DH5754.and adjusted by the National Geodetic Survey in February 2007.
 DH5754
 DH5754.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5754.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5754.The horizontal coordinates are valid at the epoch date displayed above.
 DH5754.The epoch date for horizontal control is a decimal equivalence
 DH5754.of Year/Month/Day.
 DH5754
 DH5754.The orthometric height was determined by GPS observations and a
 DH5754.high-resolution geoid model.
 DH5754.The orthometric height was determined by GPS observations and a
 DH5754.high-resolution geoid model using precise GPS observation and
 DH5754.processing techniques.
 DH5754
 DH5754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5754
 DH5754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5754
 DH5754.The ellipsoidal height was determined by GPS observations
 DH5754.and is referenced to NAD 83.
 DH5754
 DH5754.The geoid height was determined by GEOID03.
 DH5754
 DH5754;                    North         East     Units Scale Factor Converg.
 DH5754;SPC AZ E     -    49,812.497   204,686.704   MT  0.99990093   -0 02 51.4
 DH5754;SPC AZ E     -   163,426.83    671,544.30   iFT  0.99990093   -0 02 51.4
 DH5754;UTM  12      - 3,479,634.125   570,509.831   MT  0.99966132   +0 23 13.9
 DH5754
 DH5754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5754!SPC AZ E     -   0.99977065  x   0.99990093  =   0.99967160
 DH5754!UTM  12      -   0.99977065  x   0.99966132  =   0.99943205
 DH5754
 DH5754                          SUPERSEDED SURVEY CONTROL
 DH5754
 DH5754  NAD 83(1992)-  31 26 57.43067(N)    110 15 28.51948(W) AD(       ) B
 DH5754  ELLIP H (08/22/05) 1460.936  (m)                       GP(       ) 4 2
 DH5754
 DH5754.Superseded values are not recommended for survey control.
 DH5754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5754.See file dsdata.txt to determine how the superseded data were derived.
 DH5754
 DH5754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7051079634(NAD 83)
 DH5754_MARKER: DD = SURVEY DISK
 DH5754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5754_STAMPING: SAGEBRUSH 2004
 DH5754_MARK LOGO: AZ-003
 DH5754_PROJECTION: FLUSH
 DH5754_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5754+STABILITY: SURFACE MOTION
 DH5754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5754+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5754
 DH5754  HISTORY     - Date     Condition        Report By
 DH5754  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5754
 DH5754                          STATION DESCRIPTION
 DH5754
 DH5754'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5754'FROM THE POST OFFICE IN HEREFORD, AZ TRAVEL NORTH ON HWY 92 FOR 1.0
 DH5754'MILES TO WHITE LILY LANE, TURN LEFT ON WHITE LILY LANE AND THE TATION
 DH5754'IS APPROXIMATELY 70 FEET NORTH OF THE ROAD, AND 50 FEET WEST OF THE
 DH5754'R.O.W. FENCE.
 DH5754' 
 DH5754'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5754'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5754'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1996 ***********************************************************************
 DV1996  DESIGNATION -  SAGU
 DV1996  PID         -  DV1996
 DV1996  STATE/COUNTY-  AZ/MARICOPA
 DV1996  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1996
 DV1996                         *CURRENT SURVEY CONTROL
 DV1996  ___________________________________________________________________
 DV1996* NAD 83(1992)-  33 47 50.50691(N)    112 13 27.43895(W)     ADJUSTED  
 DV1996* NAVD 88     -       476.5    (meters)    1563.     (feet)  VERTCON   
 DV1996  ___________________________________________________________________
 DV1996  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DV1996  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DV1996  HORZ ORDER  -  SECOND
 DV1996
 DV1996.The horizontal coordinates were established by classical geodetic methods
 DV1996.and adjusted by the National Geodetic Survey in August 1993.
 DV1996
 DV1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1996
 DV1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1996
 DV1996.The geoid height was determined by GEOID03.
 DV1996
 DV1996;                    North         East     Units Scale Factor Converg.
 DV1996;SPC AZ C     -   310,222.027   184,875.905   MT  0.99991000   -0 10 16.0
 DV1996;SPC AZ C     - 1,017,788.80    606,548.24   iFT  0.99991000   -0 10 16.0
 DV1996;UTM  12      - 3,740,361.955   386,668.532   MT  0.99975834   -0 40 51.9
 DV1996
 DV1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1996!SPC AZ C     -   0.99992982  x   0.99991000  =   0.99983983
 DV1996!UTM  12      -   0.99992982  x   0.99975834  =   0.99968818
 DV1996
 DV1996|---------------------------------------------------------------------|
 DV1996| PID    Reference Object                     Distance      Geod. Az  |
 DV1996|                                                           dddmmss.s |
 DV1996| CH5374 SAGU RM 1                            23.297 METERS 01827     |
 DV1996| DV1997 PESO                                APPROX. 1.7 KM 2704334.6 |
 DV1996| CH5375 SAGU RM 2                            26.638 METERS 28605     |
 DV1996|---------------------------------------------------------------------|
 DV1996
 DV1996                          SUPERSEDED SURVEY CONTROL
 DV1996
 DV1996  NAD 83(1986)-  33 47 50.50178(N)    112 13 27.44301(W) AD(       ) 2
 DV1996  NAD 27      -  33 47 50.36722(N)    112 13 24.87571(W) AD(       ) 2
 DV1996  NGVD 29 (07/19/86)  475.9    (m)         1561.     (f) VERT ANG    3  
 DV1996
 DV1996.Superseded values are not recommended for survey control.
 DV1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1996.See file dsdata.txt to determine how the superseded data were derived.
 DV1996
 DV1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8666940362(NAD 83)
 DV1996_MARKER: DD = SURVEY DISK
 DV1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1996+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 DV1996
 DV1996  HISTORY     - Date     Condition        Report By
 DV1996  HISTORY     - 1978     MONUMENTED       AZDT
 DV1996  HISTORY     - 19990109 GOOD             USPSQD
 DV1996  HISTORY     - 20000109 GOOD             USPSQD
 DV1996  HISTORY     - 20030116 GOOD             INDIV
 DV1996  HISTORY     - 20070909 GOOD             GEOCAC
 DV1996  HISTORY     - 20081002 GOOD             GEOCAC
 DV1996
 DV1996                          STATION DESCRIPTION
 DV1996
 DV1996'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DV1996'THE STATION IS ABOUT 7 MILES SOUTHWEST OF NEW RIVER ON THE SOUTH
 DV1996'SIDE OF THE CAREFEE HWY.  (74).
 DV1996'
 DV1996'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SAGU 1976 AND
 DV1996'IS SET IN A 10 INCH DIAMETER CONCRETE POST.  THE STATION IS 130
 DV1996'FEET SOUTH OF THE CENTERLINE OF HWY. 74.
 DV1996'
 DV1996'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED SAGU RM
 DV1996'2 AND IS EPOXIED TO BEDROCK 95 FEET SOUTH OF HWY. 74 CENTERLINE.
 DV1996'
 DV1996'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED SAGU RM
 DV1996'1 1976 AND IS EPOXIED TO BEDROCK 45 FEET SOUTH OF HWY. 74
 DV1996'CENTERLINE.
 DV1996'
 DV1996'TO REACH THE STATION FROM THE INTERSECTION OF BELL RD. AND I-17
 DV1996'IN NORTH PHOENIX, TRAVEL NORTH ON I-17 FOR 11.0 MILES TO THE
 DV1996'CAREFREE HWY. AND OVERPASS, GO WEST ON CAREFREE HWY. (74) FOR
 DV1996'5.25 MILES TO STATION ON THE LEFT (SOUTH).
 DV1996'
 DV1996'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1996
 DV1996                          STATION RECOVERY (1999)
 DV1996
 DV1996'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1996'RECOVERED IN GOOD CONDITION.
 DV1996
 DV1996                          STATION RECOVERY (2000)
 DV1996
 DV1996'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV1996'RECOVERED IN GOOD CONDITION.
 DV1996
 DV1996                          STATION RECOVERY (2003)
 DV1996
 DV1996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BS)
 DV1996'RECOVERED IN GOOD CONDITION.
 DV1996
 DV1996                          STATION RECOVERY (2007)
 DV1996
 DV1996'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1996'RECOVERED IN GOOD CONDITION.
 DV1996
 DV1996                          STATION RECOVERY (2008)
 DV1996
 DV1996'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1996'RECOVERED STATION SAGU ALONG WITH RM 1 AND RM 2 ALL IN GOOD CONDITION.
 DV1996' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0472 ***********************************************************************
 CZ0472  DESIGNATION -  SAGUARO
 CZ0472  PID         -  CZ0472
 CZ0472  STATE/COUNTY-  AZ/PINAL
 CZ0472  USGS QUAD   -  RED ROCK (1993)
 CZ0472
 CZ0472                         *CURRENT SURVEY CONTROL
 CZ0472  ___________________________________________________________________
 CZ0472* NAD 83(1992)-  32 32 37.55854(N)    111 17 55.61842(W)     ADJUSTED  
 CZ0472* NAVD 88     -       581.007  (meters)    1906.19   (feet)  ADJUSTED  
 CZ0472  ___________________________________________________________________
 CZ0472  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 CZ0472  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ0472  DYNAMIC HT  -         580.250 (meters)    1903.70  (feet)  COMP
 CZ0472  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 CZ0472
 CZ0472  HORZ ORDER  -  FIRST
 CZ0472  VERT ORDER  -  FIRST     CLASS II
 CZ0472
 CZ0472.The horizontal coordinates were established by classical geodetic methods
 CZ0472.and adjusted by the National Geodetic Survey in August 1993.
 CZ0472
 CZ0472.The orthometric height was determined by differential leveling
 CZ0472.and adjusted in June 1991.
 CZ0472
 CZ0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0472
 CZ0472.The geoid height was determined by GEOID03.
 CZ0472
 CZ0472.The dynamic height is computed by dividing the NAVD 88
 CZ0472.geopotential number by the normal gravity value computed on the
 CZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0472.degrees latitude (g = 980.6199 gals.).
 CZ0472
 CZ0472.The modeled gravity was interpolated from observed gravity values.
 CZ0472
 CZ0472;                    North         East     Units Scale Factor Converg.
 CZ0472;SPC AZ C     -   171,328.430   271,393.249   MT  0.99994152   +0 19 56.6
 CZ0472;SPC AZ C     -   562,101.15    890,397.80   iFT  0.99994152   +0 19 56.6
 CZ0472;UTM  12      - 3,600,750.024   471,946.131   MT  0.99960970   -0 09 38.6
 CZ0472
 CZ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0472!SPC AZ C     -   0.99991343  x   0.99994152  =   0.99985496
 CZ0472!UTM  12      -   0.99991343  x   0.99960970  =   0.99952317
 CZ0472
 CZ0472|---------------------------------------------------------------------|
 CZ0472| PID    Reference Object                     Distance      Geod. Az  |
 CZ0472|                                                           dddmmss.s |
 CZ0472| CZ0473 SAGUARO RM 1                         14.920 METERS 14520     |
 CZ0472| CZ0471 SAGUARO RM 2                         14.506 METERS 32418     |
 CZ0472| CH5483 I10 STA 3954+00.33                                 3292455.8 |
 CZ0472| CH4043 HIGHWAY 84 ROW DISK                                3292521.0 |
 CZ0472| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX. 1.0 KM 3591054.1 |
 CZ0472|---------------------------------------------------------------------|
 CZ0472
 CZ0472                          SUPERSEDED SURVEY CONTROL
 CZ0472
 CZ0472  NAD 83(1986)-  32 32 37.55196(N)    111 17 55.61693(W) AD(       ) 1
 CZ0472  NAD 27      -  32 32 37.30660(N)    111 17 53.23060(W) AD(       ) 1
 CZ0472  NGVD 29 (??/??/92)  580.558  (m)         1904.71   (f) ADJ UNCH    1 2
 CZ0472
 CZ0472.Superseded values are not recommended for survey control.
 CZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0472.See file dsdata.txt to determine how the superseded data were derived.
 CZ0472
 CZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7194600750(NAD 83)
 CZ0472_MARKER: DS = TRIANGULATION STATION DISK
 CZ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0472_STAMPING: SAGUARO 1959
 CZ0472_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0472+STABILITY: SURFACE MOTION
 CZ0472
 CZ0472  HISTORY     - Date     Condition        Report By
 CZ0472  HISTORY     - 1959     MONUMENTED       CGS
 CZ0472  HISTORY     - 1971     GOOD             NGS
 CZ0472  HISTORY     - 1971     GOOD             NGS
 CZ0472  HISTORY     - 1973     GOOD             DMA
 CZ0472  HISTORY     - 1977     GOOD             USGS
 CZ0472  HISTORY     - 1980     GOOD             NGS
 CZ0472
 CZ0472                          STATION DESCRIPTION
 CZ0472
 CZ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 CZ0472'STATION IS LOCATED ON THE SOUTHWEST SIDE OF STATE HIGHWAY 84,
 CZ0472'ON THE ROAD RIGHT OF WAY, AT A POINT 3 MILES, AIRLINE, SOUTH
 CZ0472'32 DEGREES EAST OF THE S.P.R.R. DEPOT AT RED ROCK.
 CZ0472'
 CZ0472'STATION MARKS ARE STANDARD DISKS, STAMPED SAGUARO 1959.  THE
 CZ0472'SURFACE MARK IS SET IN A CONCRETE POST, PROTRUDING 5 INCHES,
 CZ0472'2 FEET NORTHEAST OF THE ROAD RIGHT-OF-WAY FENCE.
 CZ0472'
 CZ0472'REFERENCE MARKS ARE STANDARD DISKS, SET IN CONCRETE POSTS,
 CZ0472'NORTHWEST AND SOUTHEAST OF THE STATION, 1 FOOT INSIDE THE
 CZ0472'RIGHT-OF-WAY FENCE AND ARE STAMPED SAGUARO NOS. 1 AND 2 1959
 CZ0472'RESPECTIVELY AND PROTRUDE 5 INCHES.
 CZ0472'
 CZ0472'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT MARK, NOT STAMPED,
 CZ0472'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST HEADWALL OF A CONCRETE
 CZ0472'CULVERT UNDER THE NORTHWEST BOUND LANE OF STATE HIGHWAY 84.
 CZ0472'
 CZ0472'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON
 CZ0472'HIGHWAY 84 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 CZ0472
 CZ0472                          STATION RECOVERY (1971)
 CZ0472
 CZ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ0472'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CZ0472'PREVIOUSLY DESCRIBED IN 1960.  THE DISTANCE AND DIRECTION COMPARE
 CZ0472'FAVORABLY TO THE 1960 DATA.  THE AZIMUTH MARK USED IN 1960 IS
 CZ0472'BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION OF INTERSTATE
 CZ0472'HIGHWAY 10.  A DIFFERENT AZIMUTH MARK WAS USED AT THIS TIME AS
 CZ0472'DESCRIBED BELOW.  DUE TO THE ROAD CONSTRUCTION A COMPLETE AND
 CZ0472'NEW DESCRIPTION FOLLOWS.
 CZ0472'
 CZ0472'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF RED ROCK, IN
 CZ0472'THE SOUTHWEST RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 10 AND
 CZ0472'ON ARIZONA STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY PROPERTY.
 CZ0472'
 CZ0472'TO REACH THE STATION FROM THE MARANA OVERPASS AT THE SMALL VILLAGE
 CZ0472'OF MARANA GO NORTHWEST ON INTERSTATE HIGHWAY 10 FOR 4.7 MILES TO THE
 CZ0472'MARANA AIR PARK ROAD OVERPASS.  CONTINUE NORTHWEST ON INTERSTATE
 CZ0472'HIGHWAY 10 FOR 3.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 CZ0472'TO REACH THE AZIMUTH MARK CONTINUE NORTHWEST ON THE HIGHWAY FOR
 CZ0472'0.4 MILE TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE LEFT AS
 CZ0472'DESCRIBED BELOW.
 CZ0472'
 CZ0472'THE STATION MARK IS A STANDARD DISK STAMPED SAGUARO 1959, SET IN THE
 CZ0472'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 CZ0472'ABOVE THE GROUND SURFACE.  IT IS 94 FEET SOUTHWEST OF THE CENTER OF
 CZ0472'THE EAST BOUND LANE OF INTERSTATE HIGHWAY 10, 6 FEET SOUTHEAST OF
 CZ0472'A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET NORTHEAST OF
 CZ0472'THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0472'
 CZ0472'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SAGUARO NO 1 1959, SET
 CZ0472'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 CZ0472'INCHES.  IT IS 94 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 54.5
 CZ0472'FEET SOUTHEAST OF THE METAL WITNESS POST AND 1.5 FEET NORTHEAST OF
 CZ0472'THE FENCE.
 CZ0472'
 CZ0472'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SAGUARO NO 2 1959, SET
 CZ0472'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 CZ0472'INCHES.  IT IS 94 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 42
 CZ0472'FEET NORTHWEST OF THE METAL WITNESS POST AND 1.5 FEET NORTHEAST OF
 CZ0472'THE FENCE.
 CZ0472'
 CZ0472'THE AZIMUTH MARK IS A ARIZONA HIGHWAY DEPARTMENT BENCH MARK AND
 CZ0472'STATION MARK DISK STAMPED ELEV 1903.39 STA 3954+00.33 1950.  IT IS
 CZ0472'CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE SOUTHWEST
 CZ0472'HEADWALL OF THE CONCRETE CULVERT.
 CZ0472'
 CZ0472'NOTE--THE TRAVERSE DISTANCE MENTIONED ABOVE HAS BEEN REDUCED TO SEA
 CZ0472'LEVEL.
 CZ0472'
 CZ0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 CZ0472'SOUTHEAST OF RED ROCK.
 CZ0472'
 CZ0472'HEIGHT OF LIGHT ABOVE STATION MARK 73.0 FEET.
 CZ0472
 CZ0472                          STATION RECOVERY (1971)
 CZ0472
 CZ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ0472'2.5 MI SE FROM REDROCK.
 CZ0472'7.9 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 10 FROM THE MARANA
 CZ0472'OVERPASS AT THE SMALL VILLAGE OF MARANA, ON THE SOUTHWEST SIDE OF THE
 CZ0472'EAST BOUND LANE OF INTERSTATE HIGHWAY 10, 6 FEET SOUTHEAST OF A METAL
 CZ0472'WITNESS POST, 1.5 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 CZ0472'CONCRETE POST PROJECTING 2 INCHES.
 CZ0472
 CZ0472                          STATION RECOVERY (1973)
 CZ0472
 CZ0472'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973 (ALB)
 CZ0472'MARK STAMPED--SAGUARO 1959-CONDITION--GOOD.
 CZ0472'
 CZ0472'SHOULD READ WEST OF SOUTH BOUND LANE OF INTERSTATE 10.
 CZ0472
 CZ0472                          STATION RECOVERY (1977)
 CZ0472
 CZ0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0472'2.9 MI SW. ALONG INTERSTATE HWY. 10 FROM THE S.P. RR. SIDING AT RED
 CZ0472'ROCK, ABOUT 0.2 MI SOUTH OF SAGUARO PUBLIC SERVICE POWER PLANT, ON
 CZ0472'THE WEST SIDE OF THE HWY., 2 FT EAST OF THE FENCE, SET IN THE TOP OF
 CZ0472'CONC. POST PROJECTING 5 INCHES. STD. TRIANGULATION DISK STAMPED
 CZ0472'SAGUARO 1959.
 CZ0472
 CZ0472                          STATION RECOVERY (1980)
 CZ0472
 CZ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0472'47.8 KILOMETERS (29.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0472'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER
 CZ0472'(0.1 MILE) SOUTHWEST AND ACROSS INTERSTATE HIGHWAY 10 FROM THE
 CZ0472'RAILROAD, 1.0 KILOMETER (0.6 MILE) SOUTHEAST OF THE SAGUARO PUBLIC
 CZ0472'SERVICE POWER PLANT, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 CZ0472'INTERSTATE HIGHWAY 10 MILE POST 229, 28.7 METERS (94 FEET) SOUTH
 CZ0472'WEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 0.3 METER
 CZ0472'(1.0 FOOT) NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0472'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 CZ0472'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1823 ***********************************************************************
 CZ1823  DESIGNATION -  SAGUARO 2
 CZ1823  PID         -  CZ1823
 CZ1823  STATE/COUNTY-  AZ/PIMA
 CZ1823  USGS QUAD   -  TANQUE VERDE PEAK (1993)
 CZ1823
 CZ1823                         *CURRENT SURVEY CONTROL
 CZ1823  ___________________________________________________________________
 CZ1823* NAD 83(1992)-  32 14 06.77497(N)    110 44 16.47858(W)     ADJUSTED  
 CZ1823* NAVD 88     -       817.     (meters)    2680.     (feet)  SCALED    
 CZ1823  ___________________________________________________________________
 CZ1823  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 CZ1823  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CZ1823  HORZ ORDER  -  THIRD
 CZ1823
 CZ1823.The horizontal coordinates were established by classical geodetic methods
 CZ1823.and adjusted by the National Geodetic Survey in August 1993.
 CZ1823
 CZ1823.The orthometric height was scaled from a topographic map.
 CZ1823
 CZ1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1823
 CZ1823.The geoid height was determined by GEOID03.
 CZ1823
 CZ1823;                    North         East     Units Scale Factor Converg.
 CZ1823;SPC AZ C     -   137,556.762   324,451.357   MT  1.00005215   +0 37 43.7
 CZ1823;SPC AZ C     -   451,301.71  1,064,472.96   iFT  1.00005215   +0 37 43.7
 CZ1823;UTM  12      - 3,566,538.140   524,692.364   MT  0.99960752   +0 08 23.3
 CZ1823
 CZ1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1823!SPC AZ C     -   0.99987625  x   1.00005215  =   0.99992839
 CZ1823!UTM  12      -   0.99987625  x   0.99960752  =   0.99948382
 CZ1823
 CZ1823|---------------------------------------------------------------------|
 CZ1823| PID    Reference Object                     Distance      Geod. Az  |
 CZ1823|                                                           dddmmss.s |
 CZ1823| CC8169 SAGUARO 2 RM 1                       23.549 METERS 07648     |
 CZ1823| CC8168 SAGUARO 2 AZ MK                                    2784646.1 |
 CZ1823| CC8170 SAGUARO 2 RM 2                       37.390 METERS 34759     |
 CZ1823|---------------------------------------------------------------------|
 CZ1823
 CZ1823                          SUPERSEDED SURVEY CONTROL
 CZ1823
 CZ1823  NAD 83(1986)-  32 14 06.76993(N)    110 44 16.47347(W) AD(       ) 3
 CZ1823  NAD 27      -  32 14 06.49800(N)    110 44 14.17100(W) AD(       ) 3
 CZ1823
 CZ1823.Superseded values are not recommended for survey control.
 CZ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1823.See file dsdata.txt to determine how the superseded data were derived.
 CZ1823
 CZ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2469266538(NAD 83)
 CZ1823_MARKER: DD = SURVEY DISK
 CZ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1823
 CZ1823  HISTORY     - Date     Condition        Report By
 CZ1823  HISTORY     - 1936     MONUMENTED       USFS
 CZ1823  HISTORY     - 20031207 POOR             GEOCAC
 CZ1823  HISTORY     - 20080822 MARK NOT FOUND   GEOCAC
 CZ1823
 CZ1823                          STATION DESCRIPTION
 CZ1823
 CZ1823'DESCRIBED BY US FOREST SERVICE 1936 (JB)
 CZ1823'ABOUT 14 MILES E BY N OF TUCSON, ABOUT 3/4 MILE SE OF TANQUE
 CZ1823'VERDE ON THE N SIDE OF THE LOW RIDGE ALONG THE S SIDE OF
 CZ1823'RILLITO CREEK, DRY, AT THE NW ENTRANCE TO SAGUARO NATIONAL
 CZ1823'MONUMENT, 86 FEET S OF THE CENTER OF THE MAIN ROAD LEADING
 CZ1823'PAST THE MONUMENT KNOWN AS THE SPEEDWAY, 23 FEET SW OF THE
 CZ1823'CENTER OF THE ROAD LEADING SE THROUGH THE RESERVATION, 25
 CZ1823'FEET S OF THE S CORNER OF THE CONCRETE CATTLE GUARD AT THE
 CZ1823'ENTRANCE, 22 FEET E OF THE WIRE FENCE ALONG THE W SIDE OF
 CZ1823'THE RESERVATION, A STANDARD U.S. FORESTRY SERVICE DISK,
 CZ1823'STAMPED SAGUARO NO. 2, SET IN TOP OF A 5 BY 6 INCH CONCRETE
 CZ1823'POST SURROUNDED BY A CYLINDRICAL MASS OF CONCRETE.
 CZ1823'
 CZ1823'R.M. NO. 1 IS NE OF THE STATION, NE OF THE RESERVATION ROAD,
 CZ1823'IN THE FORK OF A DIM REVERSE Y.  R.M. NO. 2 IS NW OF THE
 CZ1823'STATION, 37 FEET NW OF THE CENTER OF THE SPEEDWAY.  THE AZIMUTH
 CZ1823'MARK IS 0.2 MILE W OF THE STATION, ALONG THE SPEEDWAY, 15
 CZ1823'PACES N OF ITS CENTER AND 5 PACES W OF A DIM CROSSROAD.
 CZ1823'
 CZ1823'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AT TUCSON
 CZ1823'GO N ON NORTH STONE AVE. FOR 0.95 MILE AND TURN RIGHT ON
 CZ1823'SPEEDWAY STREET, THENCE E ON THE SPEEDWAY FOR 6.5 MILES
 CZ1823'AND KEEP STRAIGHT AHEAD ON GRAVEL WHERE PAVEMENT BEARS RIGHT,
 CZ1823'THENCE 7.0 MILES TO THE ENTRANCE TO SAGUARO NATIONAL MONUMENT
 CZ1823'AND THE STATION ON THE RIGHT.
 CZ1823'
 CZ1823'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 CZ1823
 CZ1823                          STATION RECOVERY (2003)
 CZ1823
 CZ1823'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ1823'MARK RECOVERED IN POOR CONDITION.
 CZ1823
 CZ1823                          STATION RECOVERY (2008)
 CZ1823
 CZ1823'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ1823'DID NOT FIND THE STATION MARK, REFERENCE MARK 1 OR REFERENCE MARK2.
 CZ1823'THE ADJUSTED COORDINATES POINT TO A FLAT GRADED AND GRAVEL COVERED
 CZ1823'AREA. DID NOT DIG THOUGH THE GRAVEL TO SEARCH FOR THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0473 ***********************************************************************
 CZ0473  DESIGNATION -  SAGUARO RM 1
 CZ0473  PID         -  CZ0473
 CZ0473  STATE/COUNTY-  AZ/PINAL
 CZ0473  USGS QUAD   -  RED ROCK (1993)
 CZ0473
 CZ0473                         *CURRENT SURVEY CONTROL
 CZ0473  ___________________________________________________________________
 CZ0473* NAD 83(1986)-  32 32 37.     (N)    111 17 48.     (W)     SCALED    
 CZ0473* NAVD 88     -       581.002  (meters)    1906.17   (feet)  ADJUSTED  
 CZ0473  ___________________________________________________________________
 CZ0473  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ0473  DYNAMIC HT  -         580.245 (meters)    1903.69  (feet)  COMP
 CZ0473  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 CZ0473
 CZ0473  VERT ORDER  -  FIRST     CLASS II
 CZ0473
 CZ0473.The horizontal coordinates were scaled from a topographic map and have
 CZ0473.an estimated accuracy of +/- 6 seconds.
 CZ0473
 CZ0473.The orthometric height was determined by differential leveling
 CZ0473.and adjusted in June 1991.
 CZ0473
 CZ0473.The geoid height was determined by GEOID03.
 CZ0473
 CZ0473.The dynamic height is computed by dividing the NAVD 88
 CZ0473.geopotential number by the normal gravity value computed on the
 CZ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0473.degrees latitude (g = 980.6199 gals.).
 CZ0473
 CZ0473.The modeled gravity was interpolated from observed gravity values.
 CZ0473
 CZ0473;                    North         East    Units  Estimated Accuracy
 CZ0473;SPC AZ C     -   171,310.      271,590.      MT  (+/- 180 meters Scaled)
 CZ0473
 CZ0473                          SUPERSEDED SURVEY CONTROL
 CZ0473
 CZ0473  NGVD 29 (??/??/92)  580.547  (m)         1904.68   (f) ADJ UNCH    1 2
 CZ0473
 CZ0473.Superseded values are not recommended for survey control.
 CZ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0473.See file dsdata.txt to determine how the superseded data were derived.
 CZ0473
 CZ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB721007(NAD 83)
 CZ0473_MARKER: DR = REFERENCE MARK DISK
 CZ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0473_STAMPING: SAGUARO NO 1 1959
 CZ0473_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0473+STABILITY: SURFACE MOTION
 CZ0473
 CZ0473  HISTORY     - Date     Condition        Report By
 CZ0473  HISTORY     - 1959     MONUMENTED       CGS
 CZ0473  HISTORY     - 1971     GOOD             NGS
 CZ0473  HISTORY     - 1977     GOOD             USGS
 CZ0473  HISTORY     - 1980     GOOD             NGS
 CZ0473
 CZ0473                          STATION DESCRIPTION
 CZ0473
 CZ0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ0473'2.5 MI SE FROM REDROCK.
 CZ0473'7.9 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 10 FROM THE MARANA
 CZ0473'OVERPASS AT THE SMALL VILLAGE OF MARANA, ON THE SOUTHWEST SIDE OF THE
 CZ0473'EAST BOUND LANE OF INTERSTATE HIGHWAY 10, 54.5 FEET SOUTHEAST OF A
 CZ0473'METAL WITNESS POST, 1.5 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 CZ0473'CONCRETE POST PROJECTING 2 INCHES.
 CZ0473
 CZ0473                          STATION RECOVERY (1977)
 CZ0473
 CZ0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0473'2.9 MI SW. ALONG INTERSTATE HWY. 10 FROM THE S.P. RR. SIDING AT RED
 CZ0473'ROCK, ABOUT 0.2 MI SOUTH OF SAGUARO PUBLIC SERVICE POWER PLANT, ON
 CZ0473'THE WEST SIDE OF THE HWY., 2 FT EAST OF THE FENCE.
 CZ0473
 CZ0473                          STATION RECOVERY (1980)
 CZ0473
 CZ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0473'47.8 KILOMETERS (29.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0473'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER
 CZ0473'(0.1 MILE) SOUTHWEST AND ACROSS INTERSTATE HIGHWAY 10 FROM THE
 CZ0473'RAILROAD, 1.0 KILOOMETER (0.6 MILE) SOUTHEAST OF THE SAGUARO
 CZ0473'PUBLIC SERVICE PLANT, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 CZ0473'INTERSTATE HIGHWAY 10 MILE POST 229, 28.7 METERS (94 FEET)
 CZ0473'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 27.2
 CZ0473'METERS (89.2 FEET) NORTHWEST OF AN ANGLE IRON BRACED FENCE POST,
 CZ0473'14.92 METERS (48.97 FEET) SOUTHEAST OF THE STATION, 0.3 METER
 CZ0473'(1.0 FOOT) NORTHEAST OF THE RIGHT-OF-FENCE
 CZ0473'THE MARK IS 16.6 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0471 ***********************************************************************
 CZ0471  DESIGNATION -  SAGUARO RM 2
 CZ0471  PID         -  CZ0471
 CZ0471  STATE/COUNTY-  AZ/PINAL
 CZ0471  USGS QUAD   -  RED ROCK (1993)
 CZ0471
 CZ0471                         *CURRENT SURVEY CONTROL
 CZ0471  ___________________________________________________________________
 CZ0471* NAD 83(1986)-  32 32 37.     (N)    111 17 48.     (W)     SCALED    
 CZ0471* NAVD 88     -       580.957  (meters)    1906.02   (feet)  ADJUSTED  
 CZ0471  ___________________________________________________________________
 CZ0471  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ0471  DYNAMIC HT  -         580.200 (meters)    1903.54  (feet)  COMP
 CZ0471  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 CZ0471
 CZ0471  VERT ORDER  -  FIRST     CLASS II
 CZ0471
 CZ0471.The horizontal coordinates were scaled from a topographic map and have
 CZ0471.an estimated accuracy of +/- 6 seconds.
 CZ0471
 CZ0471.The orthometric height was determined by differential leveling
 CZ0471.and adjusted in June 1991.
 CZ0471
 CZ0471.The geoid height was determined by GEOID03.
 CZ0471
 CZ0471.The dynamic height is computed by dividing the NAVD 88
 CZ0471.geopotential number by the normal gravity value computed on the
 CZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0471.degrees latitude (g = 980.6199 gals.).
 CZ0471
 CZ0471.The modeled gravity was interpolated from observed gravity values.
 CZ0471
 CZ0471;                    North         East    Units  Estimated Accuracy
 CZ0471;SPC AZ C     -   171,310.      271,590.      MT  (+/- 180 meters Scaled)
 CZ0471
 CZ0471                          SUPERSEDED SURVEY CONTROL
 CZ0471
 CZ0471  NGVD 29 (??/??/92)  580.506  (m)         1904.54   (f) ADJ UNCH    1 2
 CZ0471
 CZ0471.Superseded values are not recommended for survey control.
 CZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0471.See file dsdata.txt to determine how the superseded data were derived.
 CZ0471
 CZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB721007(NAD 83)
 CZ0471_MARKER: DR = REFERENCE MARK DISK
 CZ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0471_STAMPING: SAGUARO NO 2 1959
 CZ0471_PROJECTION: PROJECTING 4 CENTIMETERS
 CZ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0471+STABILITY: SURFACE MOTION
 CZ0471
 CZ0471  HISTORY     - Date     Condition        Report By
 CZ0471  HISTORY     - 1959     MONUMENTED       CGS
 CZ0471  HISTORY     - 1971     GOOD             NGS
 CZ0471  HISTORY     - 1980     GOOD             NGS
 CZ0471
 CZ0471                          STATION DESCRIPTION
 CZ0471
 CZ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ0471'2.5 MI SE FROM REDROCK.
 CZ0471'7.9 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 10 FROM THE MARANA
 CZ0471'OVERPASS AT THE SMALL VILLAGE OF MARANA, ON THE SOUTHWEST SIDE OF THE
 CZ0471'EAST BOUND LANE OF INTERSTATE HIGHWAY 10, 42 FEET NORTHWEST OF A METAL
 CZ0471'WITNESS POST, 1.5 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 CZ0471'CONCRETE POST PROJECTING 2 INCHES.
 CZ0471
 CZ0471                          STATION RECOVERY (1980)
 CZ0471
 CZ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0471'47.8 KILOMETTERS (29.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0471'RAILROAD FROM THE STATION AT TUCSON, O.2 KILOMETER (0.1 MILE)
 CZ0471'SOUTHWEST AND ACROSS INTERSTATE HIGHWAY 10 FROM THE RAILROAD,
 CZ0471'1.0 KILOMETER (0.6 MILE) SOUTHEAST OF THE SAGUARO SERVICE PLANT
 CZ0471'0.2 KILOMETER (0.1 MILE) NORTHWEST OF INTERSTATE HIGHWAY 10
 CZ0471'MILE POST 229, 28.7 METERS (94.0 FEET) SOUTHWEST OF THE
 CZ0471'CENTERLINE OF INTERSTATE HIGHWAY 10 EAST BOUND TRAFFIC LANE,
 CZ0471'14.5 METERS (47.6 FEET) NORTHWEST OF THE STATION, 0.3 METER
 CZ0471'(1.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 CZ0471'THE MARK IS 12.8 METERS  NW FROM A WITNESS POST.
 CZ0471'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1442 ***********************************************************************
 CZ1442  DESIGNATION -  SAGUARO RM A
 CZ1442  PID         -  CZ1442
 CZ1442  STATE/COUNTY-  AZ/PINAL
 CZ1442  USGS QUAD   -  RED ROCK (1993)
 CZ1442
 CZ1442                         *CURRENT SURVEY CONTROL
 CZ1442  ___________________________________________________________________
 CZ1442* NAD 83(1992)-  32 32 37.31590(N)    111 17 56.49001(W)     ADJUSTED  
 CZ1442* NAVD 88     -       580.776  (meters)    1905.43   (feet)  ADJUSTED  
 CZ1442  ___________________________________________________________________
 CZ1442  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 CZ1442  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ1442  DYNAMIC HT  -         580.020 (meters)    1902.95  (feet)  COMP
 CZ1442  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 CZ1442
 CZ1442  HORZ ORDER  -  FIRST
 CZ1442  VERT ORDER  -  FIRST     CLASS II
 CZ1442
 CZ1442.The horizontal coordinates were established by classical geodetic methods
 CZ1442.and adjusted by the National Geodetic Survey in August 1993.
 CZ1442
 CZ1442.The orthometric height was determined by differential leveling
 CZ1442.and adjusted in June 1991.
 CZ1442
 CZ1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1442
 CZ1442.The geoid height was determined by GEOID03.
 CZ1442
 CZ1442.The dynamic height is computed by dividing the NAVD 88
 CZ1442.geopotential number by the normal gravity value computed on the
 CZ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1442.degrees latitude (g = 980.6199 gals.).
 CZ1442
 CZ1442.The modeled gravity was interpolated from observed gravity values.
 CZ1442
 CZ1442;                    North         East     Units Scale Factor Converg.
 CZ1442;SPC AZ C     -   171,320.825   271,370.553   MT  0.99994148   +0 19 56.2
 CZ1442;SPC AZ C     -   562,076.20    890,323.34   iFT  0.99994148   +0 19 56.2
 CZ1442;UTM  12      - 3,600,742.616   471,923.377   MT  0.99960972   -0 09 39.1
 CZ1442
 CZ1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1442!SPC AZ C     -   0.99991347  x   0.99994148  =   0.99985496
 CZ1442!UTM  12      -   0.99991347  x   0.99960972  =   0.99952322
 CZ1442
 CZ1442:                Primary Azimuth Mark                     Grid Az
 CZ1442:SPC AZ C     -  MARANA ARIZONA PUBLIC SER TANK           000 05 21.3
 CZ1442:UTM  12      -  MARANA ARIZONA PUBLIC SER TANK           000 34 56.6
 CZ1442
 CZ1442|---------------------------------------------------------------------|
 CZ1442| PID    Reference Object                     Distance      Geod. Az  |
 CZ1442|                                                           dddmmss.s |
 CZ1442| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX. 1.1 KM 0002517.5 |
 CZ1442| CZ0472 SAGUARO                              23.936 METERS 07148     |
 CZ1442| CZ0850 STEVE                               APPROX.12.3 KM 1382401.0 |
 CZ1442|---------------------------------------------------------------------|
 CZ1442
 CZ1442                          SUPERSEDED SURVEY CONTROL
 CZ1442
 CZ1442  NAD 83(1986)-  32 32 37.30934(N)    111 17 56.48845(W) AD(       ) 1
 CZ1442  NAD 27      -  32 32 37.06396(N)    111 17 54.10218(W) AD(       ) 1
 CZ1442  NGVD 29 (07/19/86)  580.34   (m)         1904.0    (f) LEVELING    3  
 CZ1442
 CZ1442.Superseded values are not recommended for survey control.
 CZ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1442.See file dsdata.txt to determine how the superseded data were derived.
 CZ1442
 CZ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7192300743(NAD 83)
 CZ1442_MARKER: DS = TRIANGULATION STATION DISK
 CZ1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1442_SP_SET: CONCRETE POST
 CZ1442_STAMPING: SAGUARO RM A 1971
 CZ1442_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1442+STABILITY: SURFACE MOTION
 CZ1442
 CZ1442  HISTORY     - Date     Condition        Report By
 CZ1442  HISTORY     - 1971     MONUMENTED       NGS
 CZ1442  HISTORY     - 1980     GOOD             NGS
 CZ1442
 CZ1442                          STATION DESCRIPTION
 CZ1442
 CZ1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WNJ)
 CZ1442'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF RED ROCK, SOUTH
 CZ1442'OF THE SOUTHWEST RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 10 AND
 CZ1442'ON PROPERTY OWNED BY THE STATE OF ARIZONA AND LEASED BY RALPH WONG
 CZ1442'WHO LIVES 3 MILES SOUTH OF THE POST OFFICE IN MARANA.
 CZ1442'
 CZ1442'TO REACH THE STATION SEE THE RECOVERY NOTE FOR TRIANGULATION STATION
 CZ1442'SAGUARO 1960.
 CZ1442'
 CZ1442'THE STATION MARK IS A STANDARD DISK STAMPED SAGUARO RM A 1971, SET
 CZ1442'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 CZ1442'INCHES.  IT IS 75.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 CZ1442'WITH SIGN ATTACHED, AND 73 FEET WEST OF THE NORTHWEST RIGHT-OF-WAY
 CZ1442'FENCE LINE.
 CZ1442'
 CZ1442'THE TRAVERSE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL.
 CZ1442
 CZ1442                          STATION RECOVERY (1980)
 CZ1442
 CZ1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1442'47.8 KM NW FROM TUCSON.
 CZ1442'47.8 KILOMETERS (29.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1442'RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1 MILE)
 CZ1442'SOUTHEAST OF THE SAGUARO PUBLIC SERVICE POWER PLANT, 0.2 KIILOMETER
 CZ1442'(0.1 MILE) NORTHWEST OF INTERSTATE HIGHWAY 10 MILE POST 229,
 CZ1442'51.2 METERS (168.0 FEET) SOUTHWEST OF THE EAST BOUND TRAFFIC LANE,
 CZ1442'22.25 METERS (73.0 FEET) SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 CZ1442'FENCE, 23.95 METERS (78.55 FEET) WEST OF THE STATION, 23.98 METERS
 CZ1442'(78.65 FEET) SOUTH OF SAGUARO RM 2.
 CZ1442'THE MARK IS 23.0 METERS  SW FROM A WITNESS POST.
 CZ1442'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0241 ***********************************************************************
 CG0241  DESIGNATION -  SAHUARITA RM 1
 CG0241  PID         -  CG0241
 CG0241  STATE/COUNTY-  AZ/PIMA
 CG0241  USGS QUAD   -  SAHUARITA (1981)
 CG0241
 CG0241                         *CURRENT SURVEY CONTROL
 CG0241  ___________________________________________________________________
 CG0241* NAD 83(1986)-  31 57 54.     (N)    110 57 19.     (W)     SCALED    
 CG0241* NAVD 88     -       822.28   (+/-2cm)    2697.8    (feet)  VERTCON   
 CG0241  ___________________________________________________________________
 CG0241  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0241  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0241
 CG0241.The horizontal coordinates were scaled from a topographic map and have
 CG0241.an estimated accuracy of +/- 6 seconds.
 CG0241
 CG0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0241.The vertical order pertains to the NGVD 29 superseded value.
 CG0241
 CG0241.The geoid height was determined by GEOID03.
 CG0241
 CG0241;                    North         East    Units  Estimated Accuracy
 CG0241;SPC AZ C     -   107,390.      304,230.      MT  (+/- 180 meters Scaled)
 CG0241
 CG0241                          SUPERSEDED SURVEY CONTROL
 CG0241
 CG0241  NGVD 29 (??/??/92)  821.646  (m)         2695.68   (f) ADJ UNCH    1 2
 CG0241
 CG0241.Superseded values are not recommended for survey control.
 CG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0241.See file dsdata.txt to determine how the superseded data were derived.
 CG0241
 CG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA042365(NAD 83)
 CG0241_MARKER: DR = REFERENCE MARK DISK
 CG0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0241_SP_SET: FOUNDATION
 CG0241_STAMPING: SAHUARITA NO 1 1935
 CG0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0241
 CG0241  HISTORY     - Date     Condition        Report By
 CG0241  HISTORY     - 1935     MONUMENTED       CGS
 CG0241  HISTORY     - 1953     GOOD             NGS
 CG0241  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0241  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0241  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CG0241
 CG0241                          STATION DESCRIPTION
 CG0241
 CG0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0241'0.5 MI N FROM SAHUARITA.
 CG0241'0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0241'STATION AT SAHUARITA, 155.2 FEET NORTH OF THE NORTHWEST LEG OF THE
 CG0241'WATER TANK, IN THE TOP OF THE SOUTHWEST CORNER OF THE FORMER NORTHWEST
 CG0241'CONCRETE FOUNDATION FOR A WATER TANK, 132.4 FEET WEST OF THE WEST
 CG0241'RAIL, 52.9 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 89, ABOUT
 CG0241'LEVEL WITH THE TRACK, AND 3.7 FEET ABOVE THE GROUND.
 CG0241
 CG0241                          STATION RECOVERY (1976)
 CG0241
 CG0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0241'MARK NOT FOUND.
 CG0241
 CG0241                          STATION RECOVERY (1980)
 CG0241
 CG0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0241'MARK WAS SEARCHED FOR BUT NOT RECOVERED ON THIS DATE, FOUNDATION
 CG0241'DESCRIBED COULD NOT BE FOUND.
 CG0241
 CG0241                          STATION RECOVERY (1995)
 CG0241
 CG0241'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1864 ***********************************************************************
 CZ1864  DESIGNATION -  SAHUARO
 CZ1864  PID         -  CZ1864
 CZ1864  STATE/COUNTY-  AZ/PIMA
 CZ1864  USGS QUAD   -  SABINO CANYON (1992)
 CZ1864
 CZ1864                         *CURRENT SURVEY CONTROL
 CZ1864  ___________________________________________________________________
 CZ1864* NAD 83(1992)-  32 16 50.73023(N)    110 50 57.83261(W)     ADJUSTED  
 CZ1864* NAVD 88     -       851.0    (meters)    2792.     (feet)  VERTCON   
 CZ1864  ___________________________________________________________________
 CZ1864  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 CZ1864  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CZ1864  HORZ ORDER  -  FIRST
 CZ1864
 CZ1864.The horizontal coordinates were established by classical geodetic methods
 CZ1864.and adjusted by the National Geodetic Survey in August 1993.
 CZ1864
 CZ1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1864
 CZ1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1864
 CZ1864.The geoid height was determined by GEOID03.
 CZ1864
 CZ1864;                    North         East     Units Scale Factor Converg.
 CZ1864;SPC AZ C     -   142,497.107   313,893.519   MT  1.00002460   +0 34 12.2
 CZ1864;SPC AZ C     -   467,510.19  1,029,834.38   iFT  1.00002460   +0 34 12.2
 CZ1864;UTM  12      - 3,571,566.288   514,181.658   MT  0.99960248   +0 04 49.6
 CZ1864
 CZ1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1864!SPC AZ C     -   0.99987090  x   1.00002460  =   0.99989550
 CZ1864!UTM  12      -   0.99987090  x   0.99960248  =   0.99947343
 CZ1864
 CZ1864|---------------------------------------------------------------------|
 CZ1864| PID    Reference Object                     Distance      Geod. Az  |
 CZ1864|                                                           dddmmss.s |
 CZ1864| CC8176 SAHUARO RM 2                         10.894 METERS 10644     |
 CZ1864| CZ1830 WILMOT RM 3                         APPROX.18.4 KM 1823523.8 |
 CZ1864| CC8174 SAHUARO AZ MK 2                                    1973015.6 |
 CZ1864| CC8175 SAHUARO RM 1                         15.355 METERS 19918     |
 CZ1864| CC8173 SAHUARO AZ MK                                      2185440.9 |
 CZ1864|---------------------------------------------------------------------|
 CZ1864
 CZ1864                          SUPERSEDED SURVEY CONTROL
 CZ1864
 CZ1864  NAD 83(1986)-  32 16 50.72479(N)    110 50 57.82973(W) AD(       ) 1
 CZ1864  NAD 27      -  32 16 50.45400(N)    110 50 55.51100(W) AD(       ) 1
 CZ1864  NGVD 29 (05/20/88)  850.3    (m)         2790.     (f) VERT ANG    3  
 CZ1864
 CZ1864.Superseded values are not recommended for survey control.
 CZ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1864.See file dsdata.txt to determine how the superseded data were derived.
 CZ1864
 CZ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1418271566(NAD 83)
 CZ1864_MARKER: DS = TRIANGULATION STATION DISK
 CZ1864_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1864_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CZ1864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1864+STABILITY: POSITION/ELEVATION WELL
 CZ1864
 CZ1864  HISTORY     - Date     Condition        Report By
 CZ1864  HISTORY     - 1935     MONUMENTED       CGS
 CZ1864  HISTORY     - 1947     GOOD             CGS
 CZ1864  HISTORY     - 1956     GOOD             USE
 CZ1864  HISTORY     - 1972     GOOD             AZHD
 CZ1864  HISTORY     - 1982     GOOD             AZDT
 CZ1864  HISTORY     - 1983     GOOD             AZDT
 CZ1864
 CZ1864                          STATION DESCRIPTION
 CZ1864
 CZ1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1864'ABOUT 9 MILES, AIR LINE, NORTHEAST OF TUCSON.  TO REACH
 CZ1864'FROM TUCSON, GO EAST FROM THE CORNER OF STONE AND SPEEDWAY
 CZ1864'FOR 6.5 MILES, TURN LEFT (NORTH) AT END OF PAVEMENT AND
 CZ1864'GO 0.4 MILE, TURN RIGHT (EAST) AND GO 1.1 MILES, TURN LEFT
 CZ1864'ON SABINO CANYON ROAD AND GO 1.5 MILES, TURN LEFT ON RIVER
 CZ1864'ROAD AND GO 0.6 MILE, TURN RIGHT AND GO 0.7 MILE TO WHITE STUCCO
 CZ1864'HOUSE AND END OF TRUCK TRAVEL.  CLIMB EAST ABOUT 200 YARDS
 CZ1864'TO THE STATION.  MARKED BY A STANDARD BRONZE DISK.
 CZ1864'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ1864'DISK, IS 15.460 METERS (50.72 FEET) FROM STATION
 CZ1864'S 19 DEG 18 MIN W. REFERENCE MARK NO. 2, A STANDARD
 CZ1864'BRONZE REFERENCE DISK IS 10.920 METERS (35.83
 CZ1864'FEET) FROM STATION  S 73 DEG 15 MIN E.  THE
 CZ1864'AZIMUTH MARK, A STANDARD BRONZE DISK IS ON SLOPE
 CZ1864'OF KNOLL, 300 YARDS FROM STATION  S 38 DEG 54 MIN 42 SEC W.
 CZ1864
 CZ1864                          STATION RECOVERY (1947)
 CZ1864
 CZ1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1864'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED,
 CZ1864'WITH THE EXCEPTION OF THE AZIMUTH MARK WHICH WAS NOT FOUND,
 CZ1864'AND A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE OF THE
 CZ1864'REFERENCE MARKS.  A NEW AZIMUTH MARK WAS SET.  THE CORRECT
 CZ1864'MEASUREMENTS FOR REFERENCE MARKS ARE FOUND BELOW.
 CZ1864'
 CZ1864'STATION LOCATED ABOUT 9 MILES AIRLINE NORTHEAST OF TUCSON,
 CZ1864'50 FEET SOUTHWEST OF AND 2 FEET LOWER THAN HIGHEST PART OF
 CZ1864'RIDGE, 10 FEET NORTH-NORTHWEST OF WHITE WITNESS POST, AS
 CZ1864'DESCRIBED, PROJECTS 6 INCHES, AND STAMPED--SAHUARO 1935.
 CZ1864'
 CZ1864'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN
 CZ1864'STATION MARK, PROJECTS 12 INCHES,
 CZ1864'AND STAMPED--SAHUARO NO 1 1935.
 CZ1864'
 CZ1864'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN
 CZ1864'STATION, PROJECTS 2 INCHES, AND
 CZ1864'STAMPED--SAHUARO NO 2 1935.
 CZ1864'
 CZ1864'AZIMUTH MARK IS 9 PACES EAST OF CENTERLINE OF TRACK ROAD
 CZ1864'LEADING TO STATION, 4 FEET NORTH-NORTHWEST OF WHITE WITNESS
 CZ1864'POST, PROJECTS 18 INCHES, AND
 CZ1864'STAMPED--SAHUARO 1947.
 CZ1864'
 CZ1864'TO REACH FROM THE VALLEY NATIONAL BANK IN TUCSON, GO NORTH
 CZ1864'ON U.S. HIGHWAY 80 (STONE STREET) FOR 1.0 MILE TO SPEEDWAY.
 CZ1864'TURN RIGHT AND GO EAST ON SPEEDWAY FOR 6.5 MILES TO CROSS
 CZ1864'ROADS.  TURN LEFT, NORTH, ON PAVED ROAD FOR 0.45 MILE.  TURN
 CZ1864'RIGHT, EAST ON PAVED ROAD FOR 1.15 MILE.  TURN LEFT, NORTH,
 CZ1864'ON PAVED ROAD (SABINO CANYON ROAD) FOR 1.25 MILE TO A FORK.
 CZ1864'TURN LEFT ON GRAVEL ROAD AND GO 0.25 MILE TO A SIDE ROAD LEFT.
 CZ1864'TURN LEFT, WEST, AND GO 0.6 MILE TO A SIDE ROAD RIGHT.  TURN
 CZ1864'RIGHT ON TRACK ROAD AND GO 0.4 MILE TO AZIMUTH MARK ON RIGHT
 CZ1864'AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.2 MILE TO HOME
 CZ1864'OF MR. DALE NICHOLS AND END OF TRUCK TRAVEL.  PACK TO RIGHT
 CZ1864'OF HOUSE, THENCE UP HILL TO STATION AS DESCRIBED ABOVE.  A
 CZ1864'FIVE MINUTE PACK.
 CZ1864'
 CZ1864'OBSERVATIONS MADE FROM A 1.18 METER TRIPOD.
 CZ1864
 CZ1864                          STATION RECOVERY (1956)
 CZ1864
 CZ1864'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1864'STATION RECOVERED AS DESCRIBED.
 CZ1864'
 CZ1864'AZIMUTH MARK AND REFERENCE MARK 2 WERE NOT SEARCHED FOR.
 CZ1864
 CZ1864                          STATION RECOVERY (1972)
 CZ1864
 CZ1864'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1864'TO REACH RECOVERED AS DESCRIBED.
 CZ1864'
 CZ1864'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CZ1864'
 CZ1864'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
 CZ1864
 CZ1864                          STATION RECOVERY (1982)
 CZ1864
 CZ1864'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ1864'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CZ1864'DESCRIBED AND FOUND IN GOOD CONDITION.  THE CAP HAS BEEN REMOVED FROM
 CZ1864'RM 2.  THE AZ1MUTH MARK WAS SEARCHED FOR AND COULD NOT BE RECOVERED.
 CZ1864'A NEW ROUTE TO THE STATION FOLLOWS.
 CZ1864'
 CZ1864'TO REACH THE STATION FROM THE INTERSECTION OF SPEEDWAY AND STONE
 CZ1864'AVENUE IN TUCSON TRAVEL EAST ALONG SPEEDWAY FOR 6.5 MILES TO WILMOT
 CZ1864'STREET.  TURN LEFT AND TRAVEL NORTH FOR 0.4 MILE.  BEAR RIGHT ON
 CZ1864'TANQUE ROAD FOR 1.2 MILES TO SABINO CANYON ROAD.  TURN LEFT FOR 1.5
 CZ1864'MILES TO RIVER ROAD.  TURN LEFT ON RIVER ROAD AND TRAVEL WEST FOR 0.8
 CZ1864'MILE TO RIVER HILLS DRIVE.  TURN RIGHT FOR 0.4 MILE TO THE CREST OF A
 CZ1864'LOW RIDGE.  TURN LEFT ON DIRT ROAD FOR 0.25 MILE UP A STEEP GRADE TO
 CZ1864'A STUCCO HOUSE AND END OF TRUCK TRAVEL.  PACK NORTH TO THE TOP OF THE
 CZ1864'HILL AND STATION.
 CZ1864
 CZ1864                          STATION RECOVERY (1983)
 CZ1864
 CZ1864'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1864'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1877 ***********************************************************************
 CZ1877  DESIGNATION -  SAHUARO
 CZ1877  PID         -  CZ1877
 CZ1877  STATE/COUNTY-  AZ/PINAL
 CZ1877  USGS QUAD   -  CLARK RANCH (1972)
 CZ1877
 CZ1877                         *CURRENT SURVEY CONTROL
 CZ1877  ___________________________________________________________________
 CZ1877* NAD 83(1992)-  32 44 28.83812(N)    110 32 59.53571(W)     ADJUSTED  
 CZ1877* NAVD 88     -      1178.8    (meters)    3867.     (feet)  VERTCON   
 CZ1877  ___________________________________________________________________
 CZ1877  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 CZ1877  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CZ1877  HORZ ORDER  -  SECOND
 CZ1877
 CZ1877.The horizontal coordinates were established by classical geodetic methods
 CZ1877.and adjusted by the National Geodetic Survey in August 1993.
 CZ1877
 CZ1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1877
 CZ1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1877
 CZ1877.The geoid height was determined by GEOID03.
 CZ1877
 CZ1877;                    North         East     Units Scale Factor Converg.
 CZ1877;SPC AZ C     -   193,895.328   341,455.115   MT  1.00010226   +0 44 21.6
 CZ1877;SPC AZ C     -   636,139.53  1,120,259.56   iFT  1.00010226   +0 44 21.6
 CZ1877;UTM  12      - 3,622,702.496   542,171.618   MT  0.99962193   +0 14 36.4
 CZ1877
 CZ1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1877!SPC AZ C     -   0.99981934  x   1.00010226  =   0.99992158
 CZ1877!UTM  12      -   0.99981934  x   0.99962193  =   0.99944134
 CZ1877
 CZ1877:                Primary Azimuth Mark                     Grid Az
 CZ1877:SPC AZ C     -  TABLE                                    016 31 26.8
 CZ1877:UTM  12      -  TABLE                                    017 01 12.0
 CZ1877
 CZ1877|---------------------------------------------------------------------|
 CZ1877| PID    Reference Object                     Distance      Geod. Az  |
 CZ1877|                                                           dddmmss.s |
 CZ1877| CZ1871 TABLE                               APPROX. 9.7 KM 0171548.4 |
 CZ1877| CR7598 SAHUARO RM 1 X CROSS                  3.081 METERS 21025     |
 CZ1877| CZ1722 TIGER MUN TANK                      APPROX.13.2 KM 2531024.2 |
 CZ1877| CR7599 SAHUARO RM 2 X CROSS                  4.523 METERS 29508     |
 CZ1877|---------------------------------------------------------------------|
 CZ1877
 CZ1877                          SUPERSEDED SURVEY CONTROL
 CZ1877
 CZ1877  NAD 83(1986)-  32 44 28.83682(N)    110 32 59.53212(W) AD(       ) 2
 CZ1877  NAD 27      -  32 44 28.59300(N)    110 32 57.18600(W) AD(       ) 2
 CZ1877  NGVD 29 (07/19/86) 1178.1    (m)         3865.     (f) VERT ANG    3  
 CZ1877
 CZ1877.Superseded values are not recommended for survey control.
 CZ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1877.See file dsdata.txt to determine how the superseded data were derived.
 CZ1877
 CZ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4217222702(NAD 83)
 CZ1877_MARKER: DD = SURVEY DISK
 CZ1877_SETTING: 80 = SET IN A BOULDER
 CZ1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1877+STABILITY: SURFACE MOTION
 CZ1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1877+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 CZ1877
 CZ1877  HISTORY     - Date     Condition        Report By
 CZ1877  HISTORY     - 1946     MONUMENTED       USGS
 CZ1877  HISTORY     - 1948     GOOD             USGS
 CZ1877  HISTORY     - 20060430 GOOD             GEOCAC
 CZ1877
 CZ1877                          STATION DESCRIPTION
 CZ1877
 CZ1877'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1877'LOCATED ABOUT 5.8 MI E. OF MAMMOTH.  ON LONG LOW RIDGE, 60 FT S.
 CZ1877'OF CENTER OF COPPER SPRING RD.
 CZ1877'
 CZ1877'TO REACH FROM INTERSECTION IN MAMMOTH, DRIVE 0.7 MI E. ACROSS SAN
 CZ1877'PEDRO RIVER TO X-RD.  CONTINUE 5.1 MI STRAIGHT AHEAD UP WASH AND
 CZ1877'ONTO RIDGE TO STATION ON RIGHT ON SMALL KNOLL.
 CZ1877'
 CZ1877'STATION MARK--STANDARD TABLET STAMPED---SAHUARO 1946---, SET IN
 CZ1877'BOULDER.
 CZ1877'
 CZ1877'RM 1--CHISELED CROSS ON BOULDER.
 CZ1877'
 CZ1877'RM 2--CHISELED CROSS ON BOULDER.
 CZ1877
 CZ1877                          STATION RECOVERY (1948)
 CZ1877
 CZ1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 CZ1877'STATION COPPER IS LOCATED APPROXIMATELY 6.5 AIRMILES (E)
 CZ1877'OF MAMMOTH, ARIZONA AND 10.5 AIRMILES (NE) OF SAN MANUEL,
 CZ1877'ARIZONA.
 CZ1877'
 CZ1877'TO REACH STATION COPPER FROM MAMMOTH POST OFFICE GO (N) ON MAIN ST
 CZ1877'FOR 0.2 MI TO BLUE BIRD ST, TURN RIGHT (NE) ON BLUE BIRD ST AND GO
 CZ1877'FOR 0.8 MI TO CROSS INTERSECTION WITH RIVER ROAD AND C F
 CZ1877'BAR RANCH ROAD ON (NE), GO ON C F BAR RANCH ROAD FOR 5.5
 CZ1877'MI TO SMALL HILL ON RIGHT (SSE), LEAVE VEHICLE AND GO (SSE)
 CZ1877'FOR 13.0 M TO TOP OF HILL AND STATION SITE.  THE STATION SITE
 CZ1877'IS ON THE HIGHEST POINT OF HILL WHICH IS PART OF AN E-W RIDGE
 CZ1877'AMONG ROCKS AND SCATTERED BUSHES.
 CZ1877'
 CZ1877'R.M. 3 (USGS STA SAHUARO) IS A STANDARD USGS DISK STAMPED
 CZ1877'SAHUARO 1946.  FROM THE STATION IT IS (SW)  S 72 DEG W.
 CZ1877'AT A DISTANCE OF 8.325 M AND A DE OF -1.614 FT.
 CZ1877
 CZ1877                          STATION RECOVERY (2006)
 CZ1877
 CZ1877'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1106 ***********************************************************************
 ET1106  DESIGNATION -  SAIL
 ET1106  PID         -  ET1106
 ET1106  STATE/COUNTY-  AZ/MOHAVE
 ET1106  USGS QUAD   -  GROOM SPRING (1967)
 ET1106
 ET1106                         *CURRENT SURVEY CONTROL
 ET1106  ___________________________________________________________________
 ET1106* NAD 83(1992)-  34 31 08.79035(N)    113 42 05.20584(W)     ADJUSTED  
 ET1106* NAVD 88     -       774.2    (meters)    2540.     (feet)  VERTCON   
 ET1106  ___________________________________________________________________
 ET1106  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 ET1106  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ET1106  HORZ ORDER  -  THIRD
 ET1106
 ET1106.The horizontal coordinates were established by classical geodetic methods
 ET1106.and adjusted by the National Geodetic Survey in August 1993.
 ET1106
 ET1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1106
 ET1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1106
 ET1106.The geoid height was determined by GEOID03.
 ET1106
 ET1106;                    North         East     Units Scale Factor Converg.
 ET1106;SPC AZ W     -   390,245.356   217,817.878   MT  0.99993358   +0 01 39.1
 ET1106;SPC AZ W     - 1,280,332.53    714,625.58   iFT  0.99993358   +0 01 39.1
 ET1106;UTM  12      - 3,823,030.394   252,021.950   MT  1.00035802   -1 31 53.9
 ET1106
 ET1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1106!SPC AZ W     -   0.99988313  x   0.99993358  =   0.99981672
 ET1106!UTM  12      -   0.99988313  x   1.00035802  =   1.00024111
 ET1106
 ET1106|---------------------------------------------------------------------|
 ET1106| PID    Reference Object                     Distance      Geod. Az  |
 ET1106|                                                           dddmmss.s |
 ET1106| CH3267 SAIL RM 1                             8.270 METERS 03859     |
 ET1106| CH3266 SAIL AZ MK                                         2302917.2 |
 ET1106| CH3268 SAIL RM 2                             4.452 METERS 26618     |
 ET1106|---------------------------------------------------------------------|
 ET1106
 ET1106                          SUPERSEDED SURVEY CONTROL
 ET1106
 ET1106  NAD 83(1986)-  34 31 08.78986(N)    113 42 05.21400(W) AD(       ) 3
 ET1106  NAD 27      -  34 31 08.73500(N)    113 42 02.44400(W) AD(       ) 3
 ET1106  NGVD 29 (07/19/86)  773.5    (m)         2538.     (f) VERT ANG    3  
 ET1106
 ET1106.Superseded values are not recommended for survey control.
 ET1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1106.See file dsdata.txt to determine how the superseded data were derived.
 ET1106
 ET1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5202223030(NAD 83)
 ET1106_MARKER: DS = TRIANGULATION STATION DISK
 ET1106_SETTING: 80 = SET IN A BOULDER
 ET1106_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1106
 ET1106  HISTORY     - Date     Condition        Report By
 ET1106  HISTORY     - 1948     MONUMENTED       CGS
 ET1106
 ET1106                          STATION DESCRIPTION
 ET1106
 ET1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1106'THE STATION IS ABOUT 5 MILES AIRLINE NORTHWEST OF SIGNAL,
 ET1106'AND ABOUT 13 MILES AIRLINE SOUTHWEST OF WIKIEUP, ON THE MOST
 ET1106'EASTERLY HILL OF A GROUP OF LOW HILLS, AND IS ABOUT 3/4 MILE
 ET1106'NORTH NORTHEAST OF THE SIGNAL-YUCCA ROAD.
 ET1106'
 ET1106'REACHED FROM THE STORE AND POST OFFICE IN YUCCA BY GOING
 ET1106'SOUTHEASTERLY ON THE YUCCA- SIGNAL- ALAMO CROSSING ROAD FOR
 ET1106'0.2 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE 2.5 MILES
 ET1106'TO A FORK.  KEEP RIGHT FORK AS PER SIGN ALAMO- SIGNAL FOR
 ET1106'9.6 MILES TO A FORK AND SIGN ALAMO-SIGNAL.  KEEP RIGHT FORK AND
 ET1106'GO 9.7 MILES TO A FORK AND SIGN ON RIGHT PLANET ROAD 31.  KEEP
 ET1106'LEFT FORK, MAIN TRAVELED ROAD, AND CONTINUE 7.2 MILES TO
 ET1106'A FORK AND SIGN ON THE LEFT S RANCH 5.  CONTINUE STRAIGHT
 ET1106'AHEAD ON RIGHT FORK FOR 5.6 MILES TO A FORK.  TAKE LEFT FORK
 ET1106'AS PER SIGN SIGNAL AND GO 2.4 MILES TO A TRIANGLE TRENCH ON
 ET1106'THE LEFT AND A PROMINENT ROCKY KNOLL ON THE RIGHT (AZIMUTH
 ET1106'MARK IS LOCATED ON ROCKY KNOLL).  TURN LEFT OFF ROAD AND
 ET1106'CONTINUE CROSS COUNTRY FOR ABOUT 0.2 MILE TO A DEEP WASH AND
 ET1106'THE END OF TRUCK TRAVEL.  CONTINUE ON FOOT NORTHEASTERLY TO
 ET1106'THE TOP OF THE LOW ROCK COVERED KNOLL AND STATION.
 ET1106'ABOUT A 1/2 HOUR PACK.
 ET1106'
 ET1106'THE MARK IS SET IN A 5X5 FOOT BOULDER PROJECTING ABOUT 8 INCHES
 ET1106'ON THE HIGHEST POINT OF THE HILL.  THE MARK IS STANDARD BRONZE
 ET1106'DISK STAMPED SAIL 1948.
 ET1106'
 ET1106'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK
 ET1106'SET IN A 3 X 5 FOOT BOULDER PROJECTING ABOUT 3 FEET, AND IS
 ET1106'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED SAIL
 ET1106'NO 1 1948.
 ET1106'
 ET1106'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1106'IN A 4 X 10 FOOT BOULDER PROJECTING ABOUT 4 FEET, AND IS ABOUT
 ET1106'1-1/2 FEET LOWER THAN THE STATION IN ELEVATION.  IT IS STAMPED
 ET1106'SAIL NO 2 1948.
 ET1106'
 ET1106'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK
 ET1106'ON A KNOLL OF BEDROCK AND BOULDERS ABOUT 0.1 MILE SOUTHWEST OF
 ET1106'THE ROAD NEAR THE POINT YOU LEAVE ROAD ON THE WAY TO THE
 ET1106'STATION.  IT IS ABOUT 3/4 MILE SOUTHWEST OF THE STATION AND
 ET1106'IS STAMPED SAIL 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0625 ***********************************************************************
 GP0625  DESIGNATION -  SALIENT
 GP0625  PID         -  GP0625
 GP0625  STATE/COUNTY-  AZ/COCONINO
 GP0625  USGS QUAD   -  THE BIG KNOLL (1985)
 GP0625
 GP0625                         *CURRENT SURVEY CONTROL
 GP0625  ___________________________________________________________________
 GP0625* NAD 83(1992)-  36 46 40.17616(N)    111 45 15.70721(W)     ADJUSTED  
 GP0625* NAVD 88     -      2191.4    (meters)    7190.     (feet)  VERTCON   
 GP0625  ___________________________________________________________________
 GP0625  LAPLACE CORR-         -11.33  (seconds)                    DEFLEC99
 GP0625  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GP0625  HORZ ORDER  -  FIRST
 GP0625
 GP0625.The horizontal coordinates were established by classical geodetic methods
 GP0625.and adjusted by the National Geodetic Survey in August 1993.
 GP0625
 GP0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0625
 GP0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0625
 GP0625.The geoid height was determined by GEOID03.
 GP0625
 GP0625;                    North         East     Units Scale Factor Converg.
 GP0625;SPC AZ C     -   640,829.043   227,847.392   MT  0.99990258   +0 05 49.8
 GP0625;SPC AZ C     - 2,102,457.49    747,530.81   iFT  0.99990258   +0 05 49.8
 GP0625;UTM  12      - 4,070,491.752   432,684.400   MT  0.99965582   -0 27 06.0
 GP0625
 GP0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0625!SPC AZ C     -   0.99965980  x   0.99990258  =   0.99956242
 GP0625!UTM  12      -   0.99965980  x   0.99965582  =   0.99931574
 GP0625
 GP0625:                Primary Azimuth Mark                     Grid Az
 GP0625:SPC AZ C     -  SALIENT RM 3 AZIMUTH                     029 56 15.9
 GP0625:UTM  12      -  SALIENT RM 3 AZIMUTH                     030 29 11.7
 GP0625
 GP0625|---------------------------------------------------------------------|
 GP0625| PID    Reference Object                     Distance      Geod. Az  |
 GP0625|                                                           dddmmss.s |
 GP0625| CH3269 SALIENT RM 3 AZIMUTH                               0300205.7 |
 GP0625| CH3270 SALIENT RM 1                          4.761 METERS 04113     |
 GP0625| GP0617 MARBLE CANYON AIRFLD WINDSOCK       APPROX.10.6 KM 0683910.8 |
 GP0625| CH3271 SALIENT RM 2                          6.672 METERS 30322     |
 GP0625|---------------------------------------------------------------------|
 GP0625
 GP0625                          SUPERSEDED SURVEY CONTROL
 GP0625
 GP0625  NAD 83(1986)-  36 46 40.17311(N)    111 45 15.70373(W) AD(       ) 1
 GP0625  NAD 27      -  36 46 40.22200(N)    111 45 13.10900(W) AD(       ) 1
 GP0625  NGVD 29 (07/19/86) 2190.4    (m)         7186.     (f) VERT ANG    3  
 GP0625
 GP0625.Superseded values are not recommended for survey control.
 GP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0625.See file dsdata.txt to determine how the superseded data were derived.
 GP0625
 GP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3268470492(NAD 83)
 GP0625_MARKER: DS = TRIANGULATION STATION DISK
 GP0625_SETTING: 66 = SET IN ROCK OUTCROP
 GP0625
 GP0625  HISTORY     - Date     Condition        Report By
 GP0625  HISTORY     - 1934     MONUMENTED       CGS
 GP0625  HISTORY     - 1938     SEE DESCRIPTION  CGS
 GP0625  HISTORY     - 1947     GOOD             CGS
 GP0625  HISTORY     - 1953     GOOD             CGS
 GP0625  HISTORY     - 1954     GOOD             USGS
 GP0625
 GP0625                          STATION DESCRIPTION
 GP0625
 GP0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0625'STATION IS ON A HIGH MESA ON THE SOUTHEASTERN EDGE OF THE
 GP0625'PARIA PLATEAU, 4 MILES AIRLINE NW OF THE COLORADO RIVER AT
 GP0625'ITS NEAREST POINT, AND 8 MILES SW OF THE LEES FERRY BRIDGE.
 GP0625'THE STATION IS 15 FEET NORTH OF THE EDGE OF THE VERMILLION
 GP0625'CLIFFS AND OVERLOOKS THE CLIFF DWELLERS LODGE, A SERVICE
 GP0625'STATION ON U.S. 89, 3 MILES TO THE SOUTH OF THE STATION.
 GP0625'
 GP0625'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 GP0625'DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 GP0625'
 GP0625'REACHED FROM HOUSE ROCK ON U.S. 89 BY GOING NORTH ON THE
 GP0625'WINTER ROAD 9.5 MILES TO A DIM RIGHT FORK BETWEEN TWO
 GP0625'PILES OF STONES, TURN RIGHT (NE) AND GO 1.4 MILES TO A CORRAL,
 GP0625'HERE TURN SHARP RIGHT AND FOLLOW THE ROAD ASCENDING THE
 GP0625'HILL 18.3 MILES AND TURN RIGHT ACROSS COUNTRY (THIS POINT IS
 GP0625'1 MILE BEFORE REACHING JOES RANCH, A CATTLE CAMP OWNED BY WALT
 GP0625'HAMLIN OF KANAB, UTAH).  GO 4.1 MILES IN A SOUTHEASTERLY
 GP0625'DIRECTION TO AN OLD CORRAL AND METAL WATER TROUGH AT END
 GP0625'OF TRUCK TRAVEL.  THIS ROUTE IS VERY SANDY AND CONSIDERABLE
 GP0625'MANEUVERING IS NECESSARY TO REACH THIS POINT.  FROM THE END
 GP0625'OF TRUCK TRAVEL CONTINUE ON FOOT TO THE SOUTH TO A LOW BARE
 GP0625'SANDSTONE SADDLE.  CONTINUE THROUGH THE SADDLE 1/4 MILE AND
 GP0625'ASCEND THE RIDGE TO THE LEFT (EASTWARD) FOLLOW THE RIDGE OR
 GP0625'MESA SOUTH 1/4 MILE TO ITS HIGHEST POINT AND THE STATION.
 GP0625'
 GP0625'REFERENCE MARK NO. 3 (AZIMUTH) IS 1/8 MILE NORTH ON A PROJECTING
 GP0625'POINT ON THE EDGE OF THE CLIFFS.
 GP0625
 GP0625                          STATION RECOVERY (1938)
 GP0625
 GP0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GP0625'STATION IS IN THE NORTHERN PART OF ARIZONA IN COCONINO COUNTY
 GP0625'ON THE SOUTHEASTERN TIP OF THE VERMILLION CLIFFS OF THE PARIA
 GP0625'PLATEAU.  IT IS ABOUT 4 MILES AIRLINE NW OF THE COLORADO RIVER,
 GP0625'AT LEES FERRY ABOUT 24 MILES ENE OF HOUSE ROCK, ARIZONA
 GP0625'AND ABOUT TEN MILES SOUTH OF THE ARIZONA-UTAH LINE.  THE
 GP0625'STATION OVERLOOKS THE COLORADO RIVER CANYON AND MAY BE SEEN
 GP0625'TO THE NE FROM THE EAST END OF THE MARBLE CANYON (LEES FERRY)
 GP0625'BRIDGE.  DISTANCES WERE ESTIMATED AIRLINE.
 GP0625'
 GP0625'STATION IS REACHED FROM HOUSE ROCK, ARIZONA ON U.S. 89 BY
 GP0625'GOING N ON BLADED ROAD UP CENTER OF VALLEY AND THRU THREE
 GP0625'GATE FOR 9.1 MILES, TO A FORK AND CAIRN WITH SIGN, JARVIS,
 GP0625'THENCE EAST RIGHT FORK ON A TRAIL ROAD, 1.2 MILES TO A FORK
 GP0625'AND POLE CORRAL ON LEFT, THENCE RIGHT FORK (EASTWARD) ACROSS
 GP0625'WASH AND FOLLOW MAIN TRAVELED ROAD UP GRADE FOR 7.1 MILES TO A
 GP0625'FORK WITH SMALL CAIRN AND SIGN, JARVIS, IN CENTER, THENCE RIGHT
 GP0625'FORK SOUTHWARD 2.1 MILES TO DIM TRAIL COMING IN FROM THE
 GP0625'RIGHT, CONTINUE STRAIGHT AHEAD, MAIN TRAVELED ROAD 3.1 MILES
 GP0625'TO A DIM FORK WITH PILE OF CEDAR WOOD WITH SIGN, JARVIS, IN
 GP0625'CENTER.  THERE IS A RED SANDSTONE ROCK ABOUT 40 YARDS TO
 GP0625'THE RIGHT.  THENCE LEFT FORK EASTWARD ON MAIN TRAVELED ROAD
 GP0625'FOR 6.1 MILES TO A SMALL MUD FLAT THAT LOOKS LIKE AN OLD
 GP0625'WATER HOLE (JOES RANCH IS ABOUT 0.8 MILE TO THE EAST AND
 GP0625'BEHIND A SMALL RIDGE).  TURN TO RIGHT SOUTHWARD AND
 GP0625'FOLLOW DIM TRACK THAT APPEARS TO BE TWIN COW-TRAILS,
 GP0625'UP THRU BREAK IN RIM ROCK.  THIS IS DEEP BLOW-SAND AND
 GP0625'MAY BE DRIVEN ONLY IN DAMP WEATHER.  KEEP TO THE WEST
 GP0625'OF TWO LIGHT-COLORED SANDSTONE BUTTES AND WIRE FENCE (TRACK ROAD
 GP0625'PLAINER HERE) AND CONTINUE IN A SOUTHEASTWARDLY DIRECTION
 GP0625'TO A FENCE WITH POLE GATE (THIS IS ABOUT 3-1/2 MILES
 GP0625'FROM MUD FLAT MENTIONED ABOVE).  GO THRU GATE AND FOLLOW
 GP0625'TRAIL ACROSS SAGEBRUSH COVERED FLAT TOWARDS A LARGE YELLOW
 GP0625'PINE TREE WITH OLD CAMP SITE AT BASE.  THENCE PACK UP
 GP0625'SLOPING FACE OF MULTI-COLORED CLIFF AND CONTINUE SE ACROSS
 GP0625'MESA TO HIGHEST POINT AND STATION.
 GP0625'
 GP0625'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH ON A PROJECTING
 GP0625'POINT OF RIM ROCK.
 GP0625
 GP0625                          STATION RECOVERY (1947)
 GP0625
 GP0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0625'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN
 GP0625'GOOD CONDITION.  THE STATION IS LOCATED ON THE SOUTHEASTERN
 GP0625'PART OF THE VERMILLION CLIFFS OF THE PARIA PLATEAU, ABOUT
 GP0625'25 MILES EAST NORTHEAST OF HOUSE ROCK, ABOUT 8 MILES SOUTHWEST
 GP0625'OF NAVAJO BRIDGE, 4 MILES WEST OF THE NEAREST POINT OF THE
 GP0625'COLORADO RIVER, AND ABOUT 3 MILES NORTH OF THE CLIFF DWELLERS
 GP0625'
 GP0625'HIGHWAY STATION MARK, A 6- BY 6-INCH CONCRETE POST, PROJECTING
 GP0625'ABOUT 2 FEET ABOVE GROUND, PAINTED STATION 3551 + 15, LYING
 GP0625'214.8 FEET SOUTHEAST OF STATION.
 GP0625'LODGE ON U.S. HIGHWAY 89.  IT IS A STANDARD DISK STAMPED
 GP0625'SALIENT 1934, SET IN BEDROCK, FLUSH.  THE MARK IS 4 METERS WEST
 GP0625'OF THE RIM, AND ON THE HIGHEST PART OF THE CLIFF.
 GP0625'
 GP0625'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SALIENT NO 1
 GP0625'1934, SET IN BEDROCK, FLUSH.  IT IS 5 METERS WEST OF THE
 GP0625'RIM, AND ABOUT 6 INCHES HIGHER THAN THE STATION.
 GP0625'
 GP0625'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SALIENT NO
 GP0625'2 1934, SET IN BEDROCK PROJECTING ABOUT 1 FOOT.  IT IS 10
 GP0625'METERS WEST OF THE RIM, AND ABOUT THE SAME ELEVATION AS THE
 GP0625'STATION.
 GP0625'
 GP0625'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALIENT 1934,
 GP0625'SET IN BEDROCK FLUSH.  IT IS ON THE FIRST PROJECTION OF THE
 GP0625'RIM NORTH OF THE STATION, 1 FOOT WEST OF THE RIM, AND ABOUT
 GP0625'THE SAME ELEVATION AS THE STATION.
 GP0625'
 GP0625'TO REACH THE STATION FROM NAVAJO BRIDGE GO SOUTH AND WEST ON
 GP0625'U.S. HIGHWAY 89 FOR 28.5 MILES TO HOUSE ROCK.  TURN RIGHT AND
 GP0625'GO 5.0 MILES TO A CATTLE GUARD.  PASS THROUGH THE CATTLE
 GP0625'GUARD AND CONTINUE 0.1 MILE TO A FORK, TAKE RIGHT FORK AND
 GP0625'CONTINUE 2.2 MILES TO A GATE.  PASS THROUGH THE GATE AND
 GP0625'CONTINUE 2.6 MILES TO FORK.  TURN RIGHT AND GO SOUTH AND
 GP0625'EAST FOR 4.4 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.7
 GP0625'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE 1.1
 GP0625'MILES TO A FORK.  TAKE RIGHT FORK FOR 2.0 MILES TO A FORK.
 GP0625'TAKE THE RIGHT HAND ROAD OF THREE AND GO 2.85 MILES TO A
 GP0625'GATE.  PASS THROUGH THE GATE AND CONTINUE FOR 2 MILES TO A
 GP0625'FORK.  TAKE THE LEFT FORK AND GO 1.0 MILE TO A FORK.  TAKE
 GP0625'THE RIGHT FORK FOR 3.2 MILES TO A REVERSE FORK.  CONTINUE
 GP0625'STRAIGHT AHEAD FOR 2.2 MILES TO A SALT LICK.  (A CABIN
 GP0625'AND CORRAL ABOUT 1/2 MILE DOWN DRAW TO THE RIGHT) TURN
 GP0625'RIGHT AND GO SOUTH AND EAST COUNTRY ON TRACK ROAD FOR ABOUT
 GP0625'5 MILES TO THE FOOT OF A HILL AND END OF TRUCK TRAVEL.
 GP0625'PACK SOUTH EAST FOR ABOUT 1 MILE TO THE HIGHEST PART AND
 GP0625'THE STATION AS DESCRIBED ABOVE.
 GP0625
 GP0625                          STATION RECOVERY (1953)
 GP0625
 GP0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GP0625'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GP0625'CONDITION.
 GP0625'
 GP0625'THE STATION IS ABOUT 8 MILES SOUTHWEST OF THE LEES FERRY
 GP0625'BRIDGE, 3-1/2 MILES SOUTHEAST OF JOES RANCH BUILDINGS AND
 GP0625'2 MILES NORTHWEST OF THE CLIFF DWELLERS LODGE ON U.S. HIGHWAY
 GP0625'89.  IT IS ON THE HIGHEST POINT OF A SMALL MESA THAT LIES
 GP0625'ALONG THE RIM OF THE VERMILLION CLIFFS AND IS ABOUT 15 FEET
 GP0625'FROM THE EDGE OF THE RIM.
 GP0625'
 GP0625'A 4-WHEEL DRIVE VEHICLE WAS DRIVEN TO THE STATION, AND THE
 GP0625'USE OF SUCH A VEHICLE IS ADVISED AS THE ROUTE TO THE STATION
 GP0625'IS MAINLY THROUGH SAND.
 GP0625'
 GP0625'TO REACH THE STATION FROM HOUSEROCK RANCH ON U.S. HIGHWAY
 GP0625'89 GO NORTH ON THE GRADED DIRT ROAD FOR 6.1 MILES TO A FORK.
 GP0625'TAKE THE LEFT FORK, WEST, AND CONTINUE WEST AND NORTH ON
 GP0625'THE MAIN ROAD FOR 1.0 MILE TO A GATE.  PASS THROUGH THE GATE
 GP0625'AND CONTINUE NORTH FOR 2.1 MILES TO A FORK.  TAKE THE RIGHT
 GP0625'FORK, EAST, AND CONTINUE 0.2 MILE TO A FORK.  TAKE THE RIGHT
 GP0625'FORK AND CONTINUE SOUTHEAST FOR 1.2 MILES TO A REVERSE FORK
 GP0625'ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO A
 GP0625'FORK.  KEEP THE RIGHT FORK, STRAIGHT AHEAD, FOR 0.7 MILE TO A
 GP0625'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY ON THE
 GP0625'MAIN ROAD (SEVERAL LOOPS ON THIS ROAD) FOR 2.6 MILES TO
 GP0625'SOME RANCH BUILDINGS AND A TANK ON THE LEFT.  CONTINUE
 GP0625'EASTERLY ON THE MAIN ROAD FOR 4.6 MILES TO A GATE.  PASS
 GP0625'THROUGH THE GATE AND CONTINUE EASTERLY FOR 0.2 MILE TO A
 GP0625'NARROW FORK.  TAKE THE RIGHT FORK, SOUTHEAST, AND
 GP0625'CONTINUE 1.4 MILES TO A REVERSE FORK ON THE LEFT.
 GP0625'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A SALT LICK AND A
 GP0625'SIDE ROAD ON THE LEFT.  TURN LEFT AND CONTINUE EASTERLY ON
 GP0625'THE MAIN ROAD FOR 4.9 MILES TO A CAIRN ON A JUTTING
 GP0625'OUTCROP ON THE LEFT.  CONTINUE NORTHEAST FOR 0.6 MILE TO A
 GP0625'SMALL, TRIMMED JUNIPER TREE ON THE RIGHT.  TURN RIGHT AND
 GP0625'GO SOUTHEAST ACROSS COUNTRY (FOLLOWING TRUCK TRACKS, IF
 GP0625'POSSIBLE) FOR 0.75 MILE TO THE TOP OF A LOW RIM.  THENCE
 GP0625'BEAR LEFT, EAST, ACROSS A SAGE BRUSH HOLLOW FOR 0.6 MILE
 GP0625'TO A SANDY PASS THAT LIES JUST TO THE RIGHT OF THE
 GP0625'HIGHEST BLUFF (ABOUT 30 FEET IN HEIGHT).  ASCEND THE SANDY
 GP0625'PASS UP THROUGH THE BLUFF LINE AND THEN CONTINUE EAST-SOUTHEAST ON
 GP0625'AN OLD ROAD FOR 2.1 MILES TO A GATE IN A BRUSH FENCE.  PASS
 GP0625'THROUGH THE FENCE AND CONTINUE SOUTH-SOUTHEAST FOR 0.6 MILE
 GP0625'TO THE NORTH BASE OF A PROMINENT PINNACLE.  THENCE BEAR LEFT,
 GP0625'SOUTHEAST, AND MANEUVER THROUGH BEDROCK AND SAND FOR 0.2
 GP0625'MILE TO THE BASE OF A SLIGHT PASS IN THE RIM OF THE STATION
 GP0625'MESA.  CONTINUE UP THROUGH THE PASS FOR 0.1 MILE TO THE TOP OF
 GP0625'THE RIM.  THENCE BEAR RIGHT AND CONTINUE SOUTHERLY FOR 0.8
 GP0625'MILE TO THE HIGHEST POINT AT THE EAST SIDE OF THE MESA AND
 GP0625'THE STATION.
 GP0625'
 GP0625'THE MINIMUM DRIVING TIME FROM HOUSEROCK RANCH TO THE STATION
 GP0625'IS 3 HOURS.
 GP0625'
 GP0625'THE STATION MARK IS STAMPED SALIENT 1934.  IT IS A STANDARD
 GP0625'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.
 GP0625'
 GP0625'REFERENCE MARK 1 IS STAMPED SALIENT NO 1 1934.  IT IS A STANDARD
 GP0625'DISK SET IN A BEDROCK OUTCROP THAT IS ABOUT 1 FOOT HIGHER
 GP0625'THAN THE STATION MARK.
 GP0625'
 GP0625'REFERENCE MARK 2 IS STAMPED SALIENT NO 2 1934.  IT IS A STANDARD
 GP0625'DISK SET IN A BEDROCK OUTCROP AND IS AT THE SAME ELEVATION
 GP0625'AS THE STATION MARK.
 GP0625'
 GP0625'THE AZIMUTH MARK IS STAMPED SALIENT NO 3 1934.  IT IS ON
 GP0625'THE FIRST PROJECTING POINT OF THE RIM TO THE NORTH OF THE
 GP0625'STATION AND IS SET IN BEDROCK FLUSH WITH THE SURFACIT
 GP0625'IS A STANDARD REFERENCE DISK.
 GP0625
 GP0625                          STATION RECOVERY (1954)
 GP0625
 GP0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GP0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1473 ***********************************************************************
 DV1473  DESIGNATION -  SALOME
 DV1473  PID         -  DV1473
 DV1473  STATE/COUNTY-  AZ/MARICOPA
 DV1473  USGS QUAD   -  SALOME (1990)
 DV1473
 DV1473                         *CURRENT SURVEY CONTROL
 DV1473  ___________________________________________________________________
 DV1473* NAD 83(1992)-  33 47 24.32463(N)    113 36 00.46828(W)     ADJUSTED  
 DV1473* NAVD 88     -       568.599  (meters)    1865.48   (feet)  ADJUSTED  
 DV1473  ___________________________________________________________________
 DV1473  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DV1473  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV1473  DYNAMIC HT  -         567.931 (meters)    1863.29  (feet)  COMP
 DV1473  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 DV1473
 DV1473  HORZ ORDER  -  FIRST
 DV1473  VERT ORDER  -  FIRST     CLASS II
 DV1473
 DV1473.The horizontal coordinates were established by classical geodetic methods
 DV1473.and adjusted by the National Geodetic Survey in August 1993.
 DV1473
 DV1473.The orthometric height was determined by differential leveling
 DV1473.and adjusted in June 1991.
 DV1473
 DV1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1473
 DV1473.The geoid height was determined by GEOID03.
 DV1473
 DV1473.The dynamic height is computed by dividing the NAVD 88
 DV1473.geopotential number by the normal gravity value computed on the
 DV1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1473.degrees latitude (g = 980.6199 gals.).
 DV1473
 DV1473.The modeled gravity was interpolated from observed gravity values.
 DV1473
 DV1473;                    North         East     Units Scale Factor Converg.
 DV1473;SPC AZ C     -   310,646.874    57,459.049   MT  1.00019954   -0 56 11.2
 DV1473;SPC AZ C     - 1,019,182.66    188,513.94   iFT  1.00019954   -0 56 11.2
 DV1473;SPC AZ W     -   309,393.286   227,238.745   MT  0.99993571   +0 05 00.1
 DV1473;SPC AZ W     - 1,015,069.84    745,533.94   iFT  0.99993571   +0 05 00.1
 DV1473;UTM  12      - 3,741,921.182   259,262.850   MT  1.00031451   -1 26 48.3
 DV1473
 DV1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1473!SPC AZ C     -   0.99991556  x   1.00019954  =   1.00011508
 DV1473!SPC AZ W     -   0.99991556  x   0.99993571  =   0.99985127
 DV1473!UTM  12      -   0.99991556  x   1.00031451  =   1.00023004
 DV1473
 DV1473|---------------------------------------------------------------------|
 DV1473| PID    Reference Object                     Distance      Geod. Az  |
 DV1473|                                                           dddmmss.s |
 DV1473| CS6656 SALOME RM 3                          12.173 METERS 01550     |
 DV1473| DV1960 WENDEN WATER TANK                   APPROX. 6.7 KM 0554133.0 |
 DV1473| CH3272 SALOME AZ MK                                       0562929.3 |
 DV1473| DV1909 SOCORRO PEAK                        APPROX.13.8 KM 1040008.0 |
 DV1473| DV1961 SALOME RAILROAD WATER TANK          APPROX. 1.7 KM 2372302.5 |
 DV1473| CH3273 SALOME RM 1                          15.728 METERS 25646     |
 DV1473| CS6657 SALOME RM 4                          12.152 METERS 27346     |
 DV1473| CH3274 SALOME RM 2                          10.001 METERS 35557     |
 DV1473|---------------------------------------------------------------------|
 DV1473
 DV1473                          SUPERSEDED SURVEY CONTROL
 DV1473
 DV1473  NAD 83(1986)-  33 47 24.32031(N)    113 36 00.48028(W) AD(       ) 1
 DV1473  NAD 27      -  33 47 24.21300(N)    113 35 57.73200(W) AD(       ) 1
 DV1473  NGVD 29 (11/27/91)  567.91   (m)         1863.2    (f) LEVELING    3  
 DV1473
 DV1473.Superseded values are not recommended for survey control.
 DV1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1473.See file dsdata.txt to determine how the superseded data were derived.
 DV1473
 DV1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5926341921(NAD 83)
 DV1473_MARKER: DS = TRIANGULATION STATION DISK
 DV1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1473_SP_SET: CONCRETE POST
 DV1473_STAMPING: SALOME 1948
 DV1473_MARK LOGO: CGS   
 DV1473_PROJECTION: PROJECTING 15 CENTIMETERS
 DV1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1473+STABILITY: SURFACE MOTION
 DV1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1473+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DV1473
 DV1473  HISTORY     - Date     Condition        Report By
 DV1473  HISTORY     - 1948     MONUMENTED       CGS
 DV1473  HISTORY     - 1967     GOOD             AMS
 DV1473  HISTORY     - 1981     GOOD             NGS
 DV1473  HISTORY     - 1981     GOOD             NGS
 DV1473  HISTORY     - 1985     GOOD             AZDT
 DV1473  HISTORY     - 20060219 GOOD             USPSQD
 DV1473
 DV1473                          STATION DESCRIPTION
 DV1473
 DV1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1473'THE STATION IS LOCATED 1.1 MILE NORTHEAST OF SALOME IN THE
 DV1473'FLAT, SANDY AREA BETWEEN U.S. HIGHWAY 60 AND THE SANTA FE
 DV1473'RAILROAD TRACKS.  THE STATION MARK IS SET 103 FEET EAST-SOUTHEAST
 DV1473'OF MILE POST NO. 49, 75 FEET NORTH OF THE CENTERLINE OF U.S.
 DV1473'HIGHWAY 60 AND 55 FEET SOUTH OF THE RAILROAD TRACKS.  IT
 DV1473'PROJECTS 5 INCHES AND IS STAMPED, SALOME 1948.
 DV1473'
 DV1473'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS SET 40 FEET SOUTH
 DV1473'OF THE RAILROAD TRACKS, IS THE SAME ELEVATION AS THE STATION
 DV1473'MARK AND IS STAMPED, SALOME NO 1 1948.
 DV1473'
 DV1473'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS SET 33 FEET SOUTH
 DV1473'OF THE RAILROAD TRACKS, IS THE SAME ELEVATION AS THE STATION
 DV1473'MARK AND IS STAMPED, SALOME NO 2 1948.
 DV1473'
 DV1473'THE AZIMUTH MARK IS SET 75 FEET NORTH OF THE CENTERLINE OF
 DV1473'U.S. HIGHWAY 60 AND 55 FEET SOUTH OF THE RAILROAD TRACKS.
 DV1473'IT PROJECTS 6 INCHES AND IS STAMPED, SALOME 1948.
 DV1473
 DV1473                          STATION RECOVERY (1967)
 DV1473
 DV1473'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (PLP)
 DV1473'STATION AND R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.
 DV1473'
 DV1473'AZ MK. WAS NOT RECOVERED
 DV1473
 DV1473                          STATION RECOVERY (1981)
 DV1473
 DV1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1473'THE STATION MARK WAS RECOVERED AS DESCRIBED.
 DV1473'
 DV1473'RM 1---THE REMAINS OF THE CONCRETE POST WERE FOUND BUT DISK WAS NOT
 DV1473'INTACT, MARK BELIEVED DESTROYED.
 DV1473'
 DV1473'RM 2---THE CONCRETE POST WAS FOUND LYING ON THE GROUND, THE MARK WAS
 DV1473'DESTROYED AND THE DISK RECOVERED.
 DV1473
 DV1473                          STATION RECOVERY (1981)
 DV1473
 DV1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1473'1.6 KM (1.0 MI) NE FROM SALOME.
 DV1473'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE T JUNCTION OF
 DV1473'SALOME ROAD IN SALOME, 0.7 KM (0.45 MI) NORTHEAST OF HIGHWAY MILEPOST
 DV1473'57, ACROSS THE HIGHWAY FROM THE INTERNATIONAL RESTAURANT AND MOTEL,
 DV1473'27.4 METERS (90.0 FT) EAST-SOUTHEAST ACROSS THE ATCHISON, TOPEKA AND
 DV1473'SANTA FE RAILROAD FROM MILEPOST 49, 25.3 METERS (83.0 FT) NORTHWEST
 DV1473'ACROSS THE OLD HIGHWAY GRADE FROM THE CENTERLINE OF THE HIGHWAY, 19.8
 DV1473'METERS (64.8 FT) SOUTHEAST OF AND 1.0 METERS (3.3 FT) BELOW THE
 DV1473'SOUTHEAST RAIL OF THE TRACKS, 7.3 METERS (24.0 FT) SOUTHWEST OF THE
 DV1473'EXTENDED NORTHEAST FACE OF THE RESTAURANT.
 DV1473'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 DV1473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DV1473
 DV1473                          STATION RECOVERY (1985)
 DV1473
 DV1473'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1473'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 DV1473'REFERENCE MARKS 1 AND 2 WERE DESTROYED BY GRADING IN THE AREA AND
 DV1473'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 DV1473'
 DV1473'REFERENCE MARK 3 IS A NGS DISK STAMPED---SALOME NO 3 1948 1984---.  IT
 DV1473'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 38 FEET EAST OF
 DV1473'THE SOUTH RAIL AND 1 SOUTH OF THE WITNESS POST AND SIGN.
 DV1473'
 DV1473'REFERENCE MARK 4 IS A NGS DISK STAMPED---SALOME NO 4 1948 1984---.  IT
 DV1473'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT 40 FEET SOUTHEAST OF THE
 DV1473'SOUTH RAIL AND 1 FOOT EAST OF A WITNESS POST AND SIGN.
 DV1473'
 DV1473'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL EAST ALONG
 DV1473'U.S. HIGHWAY 60 FOR 0.95 MILE TO MILE POST 57.45 AND THE STATION ON
 DV1473'THE LEFT, CONTINUE EAST 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DV1473
 DV1473                          STATION RECOVERY (2006)
 DV1473
 DV1473'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1967 ***********************************************************************
 DV1967  DESIGNATION -  SALOME FIELD
 DV1967  PID         -  DV1967
 DV1967  STATE/COUNTY-  AZ/LA PAZ
 DV1967  USGS QUAD   -  HOPE SE (1990)
 DV1967
 DV1967                         *CURRENT SURVEY CONTROL
 DV1967  ___________________________________________________________________
 DV1967* NAD 83(1992)-  33 34 39.94901(N)    113 35 15.22722(W)     ADJUSTED  
 DV1967* NAVD 88     -       410.79   (+/-2cm)    1347.7    (feet)  VERTCON   
 DV1967  ___________________________________________________________________
 DV1967  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DV1967  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DV1967  HORZ ORDER  -  SECOND
 DV1967  VERT ORDER  -  THIRD ? (See Below)
 DV1967
 DV1967.The horizontal coordinates were established by classical geodetic methods
 DV1967.and adjusted by the National Geodetic Survey in August 1993.
 DV1967
 DV1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1967.The vertical order pertains to the NGVD 29 superseded value.
 DV1967
 DV1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1967
 DV1967.The geoid height was determined by GEOID03.
 DV1967
 DV1967;                    North         East     Units Scale Factor Converg.
 DV1967;SPC AZ W     -   285,846.023   228,439.541   MT  0.99993614   +0 05 23.4
 DV1967;SPC AZ W     -   937,815.04    749,473.56   iFT  0.99993614   +0 05 23.4
 DV1967;UTM  12      - 3,718,341.410   259,836.412   MT  1.00031114   -1 25 54.4
 DV1967
 DV1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1967!SPC AZ W     -   0.99994042  x   0.99993614  =   0.99987657
 DV1967!UTM  12      -   0.99994042  x   1.00031114  =   1.00025154
 DV1967
 DV1967:                Primary Azimuth Mark                     Grid Az
 DV1967:SPC AZ W     -  SALOME FIELD AZ MK                       009 12 12.4
 DV1967:UTM  12      -  SALOME FIELD AZ MK                       010 43 30.2
 DV1967
 DV1967|---------------------------------------------------------------------|
 DV1967| PID    Reference Object                     Distance      Geod. Az  |
 DV1967|                                                           dddmmss.s |
 DV1967| CH3275 SALOME FIELD AZ MK                                 0091735.8 |
 DV1967| CH3276 SALOME FIELD RM 1                    10.867 METERS 02503     |
 DV1967| CH3277 SALOME FIELD RM 2                    11.388 METERS 15752     |
 DV1967| DV1965 31 D                                 47.970 METERS 17441     |
 DV1967| DV1966 SALOME FIELD AIRWAY BCN 27 B         23.080 METERS 17640     |
 DV1967|---------------------------------------------------------------------|
 DV1967
 DV1967                          SUPERSEDED SURVEY CONTROL
 DV1967
 DV1967  NAD 83(1986)-  33 34 39.94180(N)    113 35 15.23772(W) AD(       ) 2
 DV1967  NAD 27      -  33 34 39.82120(N)    113 35 12.50040(W) AD(       ) 2
 DV1967  NGVD 29 (07/19/86)  410.11   (m)         1345.5    (f) LEVELING    3  
 DV1967
 DV1967.Superseded values are not recommended for survey control.
 DV1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1967.See file dsdata.txt to determine how the superseded data were derived.
 DV1967
 DV1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5983618341(NAD 83)
 DV1967_MARKER: DS = TRIANGULATION STATION DISK
 DV1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1967
 DV1967  HISTORY     - Date     Condition        Report By
 DV1967  HISTORY     - 1949     MONUMENTED       CGS
 DV1967  HISTORY     - 1962     GOOD             CGS
 DV1967  HISTORY     - 20080301 GOOD             GEOCAC
 DV1967
 DV1967                          STATION DESCRIPTION
 DV1967
 DV1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1967'STATION IS LOCATED ABOUT 14 MILES AIR LINE SOUTH OF SALOME
 DV1967'NEAR AIRWAY BEACON NO. 27B AT SALOME FIELD, A C.A.A. EMERGENCY
 DV1967'AIRFIELD.  ON THE HARQUAHALA PLAINS.  33 FEET NORTH OF EAST-WEST
 DV1967'FENCE NORTH OF BUILDING.  18 FEET WEST OF NORTH-SOUTH FENCE
 DV1967'ALONG WEST SIDE OF FIELD.  9 FEET SOUTHEAST OF A WHITE WITNESS
 DV1967'POST.  PROJECTS 5 INCHES.  AND STAMPED, SALOME FIELD 1948.
 DV1967'
 DV1967'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1967'STATION, 1 FOOT WEST OF NORTH-SOUTH FENCE LINE, PROJECTS 5
 DV1967'INCHES, AND STAMPED, SALOME FIELD NO 1 1948.
 DV1967'
 DV1967'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1967'STATION, 1 FOOT NORTHWEST OF FENCE CORNER, PROJECTS 5 INCHES,
 DV1967'AND STAMPED, SALOME FIELD NO 2 1948.
 DV1967'
 DV1967'AZIMUTH MARK IS LOCATED 13 PACES SOUTH OF THE NORTHEAST FENCE
 DV1967'CORNER, 3 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT WEST OF
 DV1967'FENCE LINE, PROJECTS 5 INCHES, AND STAMPED, SALOME FIELD 1948.
 DV1967'
 DV1967'TO REACH FROM SALOME, GO SOUTH ON DIRT ROAD TOWARD HASSAYAMPA
 DV1967'FOR 0.3 MILE TO A CATTLE GUARD AND FORK.  TAKE THE RIGHT FORK
 DV1967'AND GO SOUTH FOR 1.7 MILE TO FORK.  TAKE THE RIGHT FORK AND GO
 DV1967'6.1 MILES TO A FORK.  TAKE THE RIGHT FORK, WESTERLY, AND GO
 DV1967'1.3 MILE TO A FORK.  TAKE THE LEFT FORK, SOUTHWESTERLY, AND
 DV1967'CONTINUE ON THE MAIN TRAVELED ROAD FOR 6.8 MILE TO AIRWAY
 DV1967'BEACON ON LEFT AND STATION JUST NORTH OF BEACON AS DESCRIBED
 DV1967'ABOVE.  A DRIVE STATION.
 DV1967'
 DV1967'TO REACH AZIMUTH MARK FROM STATION, PASS THROUGH STEEL GATE
 DV1967'WHICH IS TO THE SOUTH OF THE BEACON.  DRIVE NORTH TO THE
 DV1967'NORTHEAST CORNER OF THE NORTH-SOUTH RUNWAY AND THE AZIMUTH
 DV1967'MARK AS DESCRIBED ABOVE.
 DV1967
 DV1967                          STATION RECOVERY (1962)
 DV1967
 DV1967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1967'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION
 DV1967'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DV1967'TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE DIRECTION
 DV1967'TO THE AZIMUTH MARK AND REFERENCE MARK 1 CHECKED AND A SLIGHT
 DV1967'DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK 2
 DV1967'AND SALOME FIELD BEACON NO. 27
 DV1967'
 DV1967'THE ORIGINAL DESCRIPTION TO THE STATION IS ADEQUATE, DUE TO SOME
 DV1967'CHANGES IN ROADS A NEW TO REACH THE STATION FOLLOWS.
 DV1967'
 DV1967'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTH
 DV1967'ON SURFACED ROAD FOR 0.3 MILE TO FORKS JUST AFTER CROSSING A
 DV1967'CATTLE GUARD, KEEP RIGHT FORK, GO SOUTHERLY ON THE MAIN GRADED
 DV1967'ROAD FOR 4.9 MILES TO FORKS AND SIGN RIO DEL MONTE MINE, KEEP
 DV1967'RIGHT FORK, CONTINUE SOUTH ON THE MAIN ROAD FOR 2.9 MILES TO
 DV1967'FORKS, KEEP RIGHT FORK, CONTINUE SOUTHERLY FOR 2.1 MILES TO
 DV1967'FORKS, KEEP LEFT FORK, CONTINUE SOUTHERLY 5.25 MILES TO FORKS
 DV1967'AND END OF RUNWAY, TAKE LEFT, GO EASTERLY ON A GRADED
 DV1967'DIRT ROAD FOR 0.6 MILE TO BEACON, TWO SMALL BUILDINGS AND THE
 DV1967'STATION ON NORTH SIDE OF BUILDINGS.
 DV1967'
 DV1967'THE ORIGINAL DESCRIPTION AND TO REACH THE AZIMUTH MARK IS
 DV1967'ADEQUATE.
 DV1967'
 DV1967'BENCH MARK 31D USGS IS A STANDARD USGS DISK STAMPED 31 D 1951,
 DV1967'SET IN A 6 X 6-INCH SQUARE CONCRETE POST AND PROJECTING 8 INCHES.
 DV1967'IT IS 82 FEET SSE OF CENTER OF BEACON, 13.5 FEET S OF CENTER
 DV1967'OF GATE AND 1.5 FEET W OF THE NORTH FENCE.
 DV1967'
 DV1967'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DV1967
 DV1967                          STATION RECOVERY (2008)
 DV1967
 DV1967'RECOVERY NOTE BY GEOCACHING 2008 (RHT)
 DV1967'FOUND IN GOOD CONDITION AT THE FOLLOWING COORDINATES N 33 34.665 W 113
 DV1967'35.255. REFERENCE MARKER 1 FOUND IN GOOD CONITION AT N33 34.672, W113
 DV1967'35.252. REFERENCE MARK 2 FOUND IN GOOD CONDITION AT N33 34.661, W113
 DV1967'35.252.
 DV1967' 
 DV1967'TO GET TO THE STATION, EXIT I-10 AT HOVATTER RD AND HEAD SOUTH .4
 DV1967'MILES AND TURN LEFT (EAST) ONTO A WELL MAINTAINED DIRT ROAD.
 DV1967'FOLLOW THI ROAD ALONG THE CAP CANAL AND I-10 FOR 1.16 MILES TO A FORK
 DV1967'HEADING SOUTH. TAKE THE RIGHT FORK (VINEGAROOD RD) FOR 1.78 MILES.
 DV1967'NOTE THIS ROAD DOES NOT HAVE TELEPHONE POLES ALONG SIDE).
 DV1967'TURN LEFT OF THE ROAD ONTO THE EAST WEST RUNWAY OF THE ABANDONED
 DV1967'AMERICAN AIRLINES AIRFIELD AND HEAD EAST ALONG THE RUNWAY FOR APPROX
 DV1967'.59 MILES AND TURN RIGHT ALONG THE NORTH SOUTH RUNWAY (JUST PAST THE
 DV1967'REMNANTS OF THE WINDSOCK).
 DV1967'PROCEED .19 MILES AND PARK AT THE WEST EDGE OF THE RUNWAY. THE MARKER
 DV1967'AND REFERENCE MARKS ARE JUST WEST OF THE RUNWAY THROUGH SOME DESERT
 DV1967'SCRUB, WEST OF SEVERAL SHOT FENCE POSTS AND JUST NORTH OF A CONCRETE
 DV1967'FOUNDATION THAT WAS USED FOR THE AIRWAY BEACON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1962 ***********************************************************************
 DV1962  DESIGNATION -  SALOME PEAK
 DV1962  PID         -  DV1962
 DV1962  STATE/COUNTY-  AZ/LA PAZ
 DV1962  USGS QUAD   -  HARCUVAR (1990)
 DV1962
 DV1962                         *CURRENT SURVEY CONTROL
 DV1962  ___________________________________________________________________
 DV1962* NAD 83(1992)-  33 50 22.82667(N)    113 42 40.84806(W)     ADJUSTED  
 DV1962* NAVD 88     -              **(meters)            **(feet)            
 DV1962  ___________________________________________________________________
 DV1962  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1962  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DV1962  HORZ ORDER  -  THIRD
 DV1962
 DV1962.The horizontal coordinates were established by classical geodetic methods
 DV1962.and adjusted by the National Geodetic Survey in August 1993.
 DV1962
 DV1962
 DV1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1962
 DV1962.The geoid height was determined by GEOID03.
 DV1962
 DV1962;                    North         East     Units Scale Factor Converg.
 DV1962;SPC AZ W     -   314,883.295   216,937.435   MT  0.99993349   +0 01 17.5
 DV1962;SPC AZ W     - 1,033,081.68    711,736.99   iFT  0.99993349   +0 01 17.5
 DV1962;UTM  12      - 3,747,686.853   249,107.744   MT  1.00037606   -1 30 38.4
 DV1962
 DV1962                          SUPERSEDED SURVEY CONTROL
 DV1962
 DV1962  NAD 83(1986)-  33 50 22.82147(N)    113 42 40.86089(W) AD(       ) 4
 DV1962  NAD 27      -  33 50 22.72500(N)    113 42 38.09600(W) AD(       ) 3
 DV1962
 DV1962.Superseded values are not recommended for survey control.
 DV1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1962.See file dsdata.txt to determine how the superseded data were derived.
 DV1962
 DV1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4910847687(NAD 83)
 DV1962_MARKER: 03 = MOUNTAIN PEAK
 DV1962
 DV1962  HISTORY     - Date     Condition        Report By
 DV1962  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1962
 DV1962                          STATION DESCRIPTION
 DV1962
 DV1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1962'SALOME PEAK IS LOCATED ABOUT 7 MILES NORTHWEST OF SALOME IN
 DV1962'THE WEST END OF THE HARCUVAR RANGE.  THE PEAK IS LIGHT TAN
 DV1962'IN COLOR AND IS THE HIGHEST PEAK IN THAT VICINITY.  THE HIGHEST
 DV1962'PART OF THE PEAK WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1961 ***********************************************************************
 DV1961  DESIGNATION -  SALOME RAILROAD WATER TANK
 DV1961  PID         -  DV1961
 DV1961  STATE/COUNTY-  AZ/LA PAZ
 DV1961  USGS QUAD   -  SALOME (1990)
 DV1961
 DV1961                         *CURRENT SURVEY CONTROL
 DV1961  ___________________________________________________________________
 DV1961* NAD 83(1992)-  33 46 55.20514(N)    113 36 54.95707(W)     ADJUSTED  
 DV1961* NAVD 88     -              **(meters)            **(feet)            
 DV1961  ___________________________________________________________________
 DV1961  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 DV1961  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV1961  HORZ ORDER  -  THIRD
 DV1961
 DV1961.The horizontal coordinates were established by classical geodetic methods
 DV1961.and adjusted by the National Geodetic Survey in August 1993.
 DV1961
 DV1961
 DV1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1961
 DV1961.The geoid height was determined by GEOID03.
 DV1961
 DV1961;                    North         East     Units Scale Factor Converg.
 DV1961;SPC AZ W     -   308,494.216   225,838.265   MT  0.99993525   +0 04 29.7
 DV1961;SPC AZ W     - 1,012,120.13    740,939.19   iFT  0.99993525   +0 04 29.7
 DV1961;UTM  12      - 3,741,059.496   257,838.318   MT  1.00032299   -1 27 17.6
 DV1961
 DV1961                          SUPERSEDED SURVEY CONTROL
 DV1961
 DV1961  NAD 83(1986)-  33 46 55.20023(N)    113 36 54.96986(W) AD(       ) 4
 DV1961  NAD 27      -  33 46 55.08300(N)    113 36 52.21800(W) AD(       ) 3
 DV1961
 DV1961.Superseded values are not recommended for survey control.
 DV1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1961.See file dsdata.txt to determine how the superseded data were derived.
 DV1961
 DV1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5783841059(NAD 83)
 DV1961_MARKER: 53 = ELEVATED TANK
 DV1961
 DV1961  HISTORY     - Date     Condition        Report By
 DV1961  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1961
 DV1961                          STATION DESCRIPTION
 DV1961
 DV1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1961'THIS IS THE SANTA FE R.R. WATER TANK AT SALOME.  IT IS A LARGE
 DV1961'CYLINDRICAL STEEL TANK WITH CONICAL ROOF AND IS ALL PAINTED
 DV1961'BLACK.  IT IS ABOUT 65 FEET HIGH.  THE TANK IS LOCATED NORTH
 DV1961'OF THE RAILROAD TRACKS ABOUT 200 FEET EAST OF THE STATION.
 DV1961'THE FINIAL OF THE ROOF WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1716 ***********************************************************************
 DV1716  DESIGNATION -  SALT
 DV1716  PID         -  DV1716
 DV1716  STATE/COUNTY-  AZ/MARICOPA
 DV1716  USGS QUAD   -  EL MIRAGE (1982)
 DV1716
 DV1716                         *CURRENT SURVEY CONTROL
 DV1716  ___________________________________________________________________
 DV1716* NAD 83(2007)-  33 31 22.92418(N)    112 16 03.73223(W)     ADJUSTED  
 DV1716* NAVD 88     -       323.643  (meters)    1061.82   (feet)  ADJUSTED  
 DV1716  ___________________________________________________________________
 DV1716  EPOCH DATE  -        2007.00
 DV1716  X           -  -2,017,032.205 (meters)                     COMP
 DV1716  Y           -  -4,925,939.865 (meters)                     COMP
 DV1716  Z           -   3,502,626.444 (meters)                     COMP
 DV1716  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 DV1716  ELLIP HEIGHT-         293.327 (meters)          (02/10/07) ADJUSTED
 DV1716  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV1716  DYNAMIC HT  -         323.263 (meters)    1060.57  (feet)  COMP
 DV1716
 DV1716  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1716  Type    PID    Designation                      North   East  Ellip
 DV1716  -------------------------------------------------------------------
 DV1716  NETWORK DV1716 SALT                              2.72   2.39   3.98
 DV1716  -------------------------------------------------------------------
 DV1716  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 DV1716
 DV1716  VERT ORDER  -  SECOND    CLASS I
 DV1716
 DV1716.The horizontal coordinates were established by GPS observations
 DV1716.and adjusted by the National Geodetic Survey in February 2007.
 DV1716
 DV1716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1716.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1716.The horizontal coordinates are valid at the epoch date displayed above.
 DV1716.The epoch date for horizontal control is a decimal equivalence
 DV1716.of Year/Month/Day.
 DV1716
 DV1716.The orthometric height was determined by differential leveling
 DV1716.and adjusted in November 1993.
 DV1716
 DV1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1716
 DV1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1716
 DV1716.The ellipsoidal height was determined by GPS observations
 DV1716.and is referenced to NAD 83.
 DV1716
 DV1716.The geoid height was determined by GEOID03.
 DV1716
 DV1716.The dynamic height is computed by dividing the NAVD 88
 DV1716.geopotential number by the normal gravity value computed on the
 DV1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1716.degrees latitude (g = 980.6199 gals.).
 DV1716
 DV1716.The modeled gravity was interpolated from observed gravity values.
 DV1716
 DV1716;                    North         East     Units Scale Factor Converg.
 DV1716;SPC AZ C     -   279,810.204   180,752.597   MT  0.99991310   -0 11 37.9
 DV1716;SPC AZ C     -   918,012.48    593,020.33   iFT  0.99991310   -0 11 37.9
 DV1716;UTM  12      - 3,709,992.361   382,276.315   MT  0.99977086   -0 42 00.7
 DV1716
 DV1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1716!SPC AZ C     -   0.99995395  x   0.99991310  =   0.99986706
 DV1716!UTM  12      -   0.99995395  x   0.99977086  =   0.99972482
 DV1716
 DV1716|---------------------------------------------------------------------|
 DV1716| PID    Reference Object                     Distance      Geod. Az  |
 DV1716|                                                           dddmmss.s |
 DV1716| DV1717 SALT RM 1                            12.064 METERS 08639     |
 DV1716| DV1718 SALT AZ MK                          APPROX. 0.6 KM 2660454.1 |
 DV1716| DV1715 SALT RM 2                            12.291 METERS 26643     |
 DV1716|---------------------------------------------------------------------|
 DV1716
 DV1716                          SUPERSEDED SURVEY CONTROL
 DV1716
 DV1716  ELLIP H (06/11/02)  293.365  (m)                       GP(       ) 4 2
 DV1716  NAD 83(1992)-  33 31 22.92200(N)    112 16 03.73118(W) AD(       ) 1
 DV1716  ELLIP H (08/23/93)  293.496  (m)                       GP(       ) 4 2
 DV1716  NAD 83(1986)-  33 31 22.91669(N)    112 16 03.73761(W) AD(       ) 1
 DV1716  NGVD 29 (11/30/89)  323.06   (m)         1059.9    (f) LEVELING    3  
 DV1716
 DV1716.Superseded values are not recommended for survey control.
 DV1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1716.See file dsdata.txt to determine how the superseded data were derived.
 DV1716
 DV1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8227609992(NAD 83)
 DV1716_MARKER: DS = TRIANGULATION STATION DISK
 DV1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1716_SP_SET: CONCRETE POST
 DV1716_STAMPING: SALT
 DV1716_MARK LOGO: AZDT  
 DV1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1716+STABILITY: SURFACE MOTION
 DV1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1716+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1716
 DV1716  HISTORY     - Date     Condition        Report By
 DV1716  HISTORY     - 1982     MONUMENTED       AZDT
 DV1716  HISTORY     - 1983     GOOD             AZDT
 DV1716  HISTORY     - 1986     GOOD             AZDT
 DV1716  HISTORY     - 20060324 GOOD             USPSQD
 DV1716
 DV1716                          STATION DESCRIPTION
 DV1716
 DV1716'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV1716'THE STATION IS LOCATED IN WESTERN PHOENIX.  IT IS 1400 FEET EAST OF
 DV1716'99TH AVENUE ALONG THE SOUTH SIDE OF SALT RIVER PROJECTS GRAND CANAL.
 DV1716'
 DV1716'THE STATION MARK IS AN AZDT DISK STAMPED---SALT 1982---.  IT IS SET IN
 DV1716'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 5 INCHES BELOW THE GROUND
 DV1716'SURFACE.  IT IS 114 FEET NORTHEAST OF SALT RIVER PROJECT ANGLE IRON
 DV1716'RIGHT OF WAY MARKER, 82 FEET NORTHWEST OF POWER POLE NO. 614 PS29040
 DV1716'AND JUST ABOVE AN ARROW CHISELED INTO THE CONCRETE LINING.
 DV1716'
 DV1716'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SALT RM 1 1982---.  IT IS
 DV1716'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 5 INCHES BELOW THE
 DV1716'GROUND SURFACE.  IT IS 3.5 FEET SOUTH OF AN ARROW CHISELED ON THE LIP
 DV1716'OF THE CONCRETE CANAL.
 DV1716'
 DV1716'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SALT RM 2 1982---.  IT IS
 DV1716'3.5 FEET SOUTH OF AN ARROW CHISELED ON TO THE CANAL LIP.
 DV1716'
 DV1716'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---SALT AZ 1982---.  IT IS SET
 DV1716'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 110 FEET WEST-SOUTHWEST
 DV1716'OF A Y-JUNCTION WITH A CANAL ROAD, 39 FEET WEST OF A STOP SIGN AHEAD
 DV1716'SIGN, 31.5 FEET NORTH OF A CONCRETE FIELD IRRIGATION DITCH, 27.5 FEET
 DV1716'SOUTH OF THE SOUTH EDGE OF THE CANAL AND 16 FEET SOUTH OF THE CENTER
 DV1716'OF THE ROAD.  THE MARK IS ABOUT 5 INCHES BELOW THE GROUND SURFACE.
 DV1716'
 DV1716'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND 99TH AVENUE
 DV1716'TRAFFIC INTERCHANGE IN WESTERN PHOENIX, TRAVEL NORTH ALONG 99TH AVENUE
 DV1716'FOR 4.25 MILE TO THE SALT RIVER PROJECT GRAND CANAL CROSSING.  TURN
 DV1716'RIGHT ALONG THE SOUTH SIDE OF THE CANAL FOR 0.25 MILE TO THE STATION.
 DV1716
 DV1716                          STATION RECOVERY (1983)
 DV1716
 DV1716'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1716'6.84 KM (4.24 MI) NORTH FROM TOLLESON.
 DV1716'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1716'AVENUE FOR 4.24 MI (6.84 KM) TO THE SALT RIVER PROJECTS GRAND CANAL,
 DV1716'THENCE TURN RIGHT ON THE SOUTH SIDE OF CANAL AND PROCEED EAST FOR
 DV1716'1400.0 FT (426.7 METERS) TO THE MARK, 3.5 FT (1.07 METERS) SOUTH OF
 DV1716'SOUTH EDGE OF CANAL, 8.0 FT (2.44 METERS) NORTH OF CENTER OF CANAL
 DV1716'ROAD, A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST 6 INCHES
 DV1716'(0.15 METERS) BELOW SURFACE, 82.0 FT (24.99 METERS) WEST NORTHWEST OF
 DV1716'POWER POLE NUMBER 614 (PS 29040).
 DV1716
 DV1716                          STATION RECOVERY (1986)
 DV1716
 DV1716'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV1716'THE STATION WAS RECOVERED AT THIS DATE.
 DV1716'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV1716'DESCRIPTION WAS ADEQUATE.
 DV1716
 DV1716                          STATION RECOVERY (2006)
 DV1716
 DV1716'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2014 ***********************************************************************
 DU2014  DESIGNATION -  SALT
 DU2014  PID         -  DU2014
 DU2014  STATE/COUNTY-  AZ/GILA
 DU2014  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU2014
 DU2014                         *CURRENT SURVEY CONTROL
 DU2014  ___________________________________________________________________
 DU2014* NAD 83(1992)-  33 33 00.15719(N)    110 55 50.24638(W)     ADJUSTED  
 DU2014* NAVD 88     -      1297.2    (meters)    4256.     (feet)  VERTCON   
 DU2014  ___________________________________________________________________
 DU2014  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 DU2014  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DU2014  HORZ ORDER  -  SECOND
 DU2014
 DU2014.The horizontal coordinates were established by classical geodetic methods
 DU2014.and adjusted by the National Geodetic Survey in August 1993.
 DU2014
 DU2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2014
 DU2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2014
 DU2014.The geoid height was determined by GEOID03.
 DU2014
 DU2014;                    North         East     Units Scale Factor Converg.
 DU2014;SPC AZ E     -   283,011.829   142,418.287   MT  0.99996203   -0 25 20.0
 DU2014;SPC AZ E     -   928,516.50    467,251.60   iFT  0.99996203   -0 25 20.0
 DU2014;UTM  12      - 3,712,269.690   506,440.306   MT  0.99960051   +0 02 18.0
 DU2014
 DU2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2014!SPC AZ E     -   0.99980072  x   0.99996203  =   0.99976276
 DU2014!UTM  12      -   0.99980072  x   0.99960051  =   0.99940131
 DU2014
 DU2014|---------------------------------------------------------------------|
 DU2014| PID    Reference Object                     Distance      Geod. Az  |
 DU2014|                                                           dddmmss.s |
 DU2014| DU1879 SALT RM 1                             4.534 METERS 07808     |
 DU2014| CD2656 SALT AZ MK                                         1732443.8 |
 DU2014| DU1880 SALT RM 2                             9.980 METERS 18847     |
 DU2014|---------------------------------------------------------------------|
 DU2014
 DU2014                          SUPERSEDED SURVEY CONTROL
 DU2014
 DU2014  NAD 83(1986)-  33 33 00.15296(N)    110 55 50.25015(W) AD(       ) 2
 DU2014  NAD 27      -  33 32 59.96600(N)    110 55 47.83800(W) AD(       ) 2
 DU2014  NGVD 29 (07/19/86) 1296.6    (m)         4254.     (f) VERT ANG    3  
 DU2014
 DU2014.Superseded values are not recommended for survey control.
 DU2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2014.See file dsdata.txt to determine how the superseded data were derived.
 DU2014
 DU2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0644012270(NAD 83)
 DU2014_MARKER: DS = TRIANGULATION STATION DISK
 DU2014_SETTING: 66 = SET IN ROCK OUTCROP
 DU2014_STAMPING: SALT 1946
 DU2014_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2014
 DU2014  HISTORY     - Date     Condition        Report By
 DU2014  HISTORY     - 1947     MONUMENTED       CGS
 DU2014  HISTORY     - 1948     GOOD             USGS
 DU2014  HISTORY     - 19980701 GOOD             AZDT
 DU2014
 DU2014                          STATION DESCRIPTION
 DU2014
 DU2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2014'THE STATION IS LOCATED ABOUT 14.5 MILES AIRLINE SOUTHEAST OF
 DU2014'ROOSEVELT, 13 MILES AIRLINE NORTHWEST OF GLOBE, 11 MILES AIRLINE
 DU2014'NORTH-NORTHWEST OF MIAMI AND 0.2 MILE NORTH OF THE APACHE TRAIL
 DU2014'AT ITS HIGHEST POINT WHERE IT PASSES OVER THE SALT RIVER
 DU2014'MOUNTAINS, ON THE HIGHEST POINT OF A LIGHT COLORED ROCKY KNOLL.
 DU2014'THE STATION MARK IS A BRONZE DISK STAMPED, SALT 1946, SET IN
 DU2014'BEDROCK FLUSH WITH GROUND LEVEL.
 DU2014'
 DU2014'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED, SALT NO 1 1946,
 DU2014'SET IN BEDROCK WHICH PROJECTS 2 INCHES AND IS 18 INCHES LOWER THAN
 DU2014'STATION MARK.
 DU2014'
 DU2014'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED, SALT NO 2 1946, SET
 DU2014'IN BEDROCK WHICH PROJECTS 14 INCHES AND IS 30 INCHES LOWER THAN
 DU2014'STATION MARK.
 DU2014'
 DU2014'THE AZIMUTH MARK IS A BRONZE DISK STAMPED, SALT 1946, SET IN
 DU2014'THE NORTH END OF THE EAST CONCRETE HEADWALL OF A CATTLE GUARD.
 DU2014'IT IS 12 FEET EAST AND 1 FOOT HIGHER THAN THE CENTER LINE OF
 DU2014'ROAD.
 DU2014'
 DU2014'TO REACH THE STATION FROM GLOBE, GO WEST ON U.S. HIGHWAY 60 AND
 DU2014'70, 3.3 MILE TO JUNCTION.  TURN RIGHT ON THE APACHE TRAIL AND
 DU2014'GO 13.2 MILES TO A CATTLE GUARD AND AZIMUTH MARK ON RIGHT AS
 DU2014'DESCRIBED ABOVE.  CONTINUE 0.2 MILE TO A DIM ROAD RIGHT JUST
 DU2014'BEFORE REACHING THE SUMMIT.  TURN RIGHT ON DIM ROAD AND GO 0.05
 DU2014'MILE TO A WIRE FENCE AND END OF TRUCK TRAVEL.  CROSS FENCE AND
 DU2014'WALK NORTHERLY UP RIDGE TO HIGHEST POINT AND STATION.  A 10
 DU2014'MINUTE PACK.
 DU2014
 DU2014                          STATION RECOVERY (1948)
 DU2014
 DU2014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2014'RECOVERED AS DESCRIBED BY NGS.
 DU2014
 DU2014                          STATION RECOVERY (1998)
 DU2014
 DU2014'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU2014'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0460 ***********************************************************************
 ER0460  DESIGNATION -  SALT
 ER0460  PID         -  ER0460
 ER0460  STATE/COUNTY-  AZ/APACHE
 ER0460  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0460
 ER0460                         *CURRENT SURVEY CONTROL
 ER0460  ___________________________________________________________________
 ER0460* NAD 83(2007)-  34 36 24.55594(N)    109 19 19.51529(W)     ADJUSTED  
 ER0460* NAVD 88     -      1715.8    (meters)    5629.     (feet)  GPS OBS   
 ER0460  ___________________________________________________________________
 ER0460  EPOCH DATE  -        2007.00
 ER0460  X           -  -1,739,332.535 (meters)                     COMP
 ER0460  Y           -  -4,960,622.803 (meters)                     COMP
 ER0460  Z           -   3,603,012.717 (meters)                     COMP
 ER0460  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 ER0460  ELLIP HEIGHT-        1692.439 (meters)          (02/10/07) ADJUSTED
 ER0460  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0460
 ER0460  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0460  Type    PID    Designation                      North   East  Ellip
 ER0460  -------------------------------------------------------------------
 ER0460  NETWORK ER0460 SALT                              1.12   0.88   2.37
 ER0460  -------------------------------------------------------------------
 ER0460
 ER0460.The horizontal coordinates were established by GPS observations
 ER0460.and adjusted by the National Geodetic Survey in February 2007.
 ER0460
 ER0460.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0460.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0460.The horizontal coordinates are valid at the epoch date displayed above.
 ER0460.The epoch date for horizontal control is a decimal equivalence
 ER0460.of Year/Month/Day.
 ER0460
 ER0460.The orthometric height was determined by GPS observations and a
 ER0460.high-resolution geoid model.
 ER0460
 ER0460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0460
 ER0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0460
 ER0460.The ellipsoidal height was determined by GPS observations
 ER0460.and is referenced to NAD 83.
 ER0460
 ER0460.The geoid height was determined by GEOID03.
 ER0460
 ER0460;                    North         East     Units Scale Factor Converg.
 ER0460;SPC AZ E     -   400,284.754   290,820.313   MT  0.99997393   +0 28 46.9
 ER0460;SPC AZ E     - 1,313,270.19    954,134.89   iFT  0.99997393   +0 28 46.9
 ER0460;UTM  12      - 3,830,722.074   653,848.930   MT  0.99989175   +0 57 11.3
 ER0460
 ER0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0460!SPC AZ E     -   0.99973440  x   0.99997393  =   0.99970834
 ER0460!UTM  12      -   0.99973440  x   0.99989175  =   0.99962618
 ER0460
 ER0460|---------------------------------------------------------------------|
 ER0460| PID    Reference Object                     Distance      Geod. Az  |
 ER0460|                                                           dddmmss.s |
 ER0460| CD2662 SALT RM 1                            13.136 METERS 01821     |
 ER0460| ER0459 CORONADO GENERATING STA STACK       APPROX. 5.6 KM 1251423.3 |
 ER0460| CD2663 SALT RM 2                            12.814 METERS 20029     |
 ER0460|---------------------------------------------------------------------|
 ER0460
 ER0460                          SUPERSEDED SURVEY CONTROL
 ER0460
 ER0460  ELLIP H (08/22/01) 1692.442  (m)                       GP(       ) 4 1
 ER0460  ELLIP H (09/26/97) 1692.490  (m)                       GP(       ) 4 1
 ER0460  NAD 83(1992)-  34 36 24.55504(N)    109 19 19.51642(W) AD(       ) 2
 ER0460  NAD 83(1986)-  34 36 24.55461(N)    109 19 19.52516(W) AD(       ) 2
 ER0460  NAD 27      -  34 36 24.42202(N)    109 19 17.15052(W) AD(       ) 2
 ER0460  NGVD 29 (07/19/86) 1715.2    (m)         5627.     (f) VERT ANG    3  
 ER0460
 ER0460.Superseded values are not recommended for survey control.
 ER0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0460.See file dsdata.txt to determine how the superseded data were derived.
 ER0460
 ER0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5384930722(NAD 83)
 ER0460_MARKER: DD = SURVEY DISK
 ER0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0460_STAMPING: SALT 1979
 ER0460_MARK LOGO: AZDT  
 ER0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 ER0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0460+STABILITY: SURFACE MOTION
 ER0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0460+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 ER0460
 ER0460  HISTORY     - Date     Condition        Report By
 ER0460  HISTORY     - 1979     MONUMENTED       AZDT
 ER0460  HISTORY     - 1982     GOOD             AZDT
 ER0460  HISTORY     - 19970515 GOOD             NGS
 ER0460
 ER0460                          STATION DESCRIPTION
 ER0460
 ER0460'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0460'THE STATION IS LOCATED ABOUT 7.5 MILES EAST NORTHEAST OF ST. JOHNS
 ER0460'ALONG THE WEST RIGHT OF WAY OF STATE ROUTE 61 AND US HWY. 666.
 ER0460'
 ER0460'THE STATION MARK IS AN ADOT HIGHWAY DIV. DISK STAMPED---SALT 1979---
 ER0460'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 47 FEET WEST OF
 ER0460'HIGHWAY CENTERLINE AND MARKED WITH A WITNESS POST AND SIGN 2.5 FEET
 ER0460'WEST OF STATION.
 ER0460'
 ER0460'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---SALT RM 1
 ER0460'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 49 FEET
 ER0460'WEST OF HWY. CENTERLINE.
 ER0460'
 ER0460'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---SALT RM 2
 ER0460'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 49 FEET
 ER0460'WEST OF HWY. CENTERLINE.
 ER0460'
 ER0460'TO REACH THE STATION FROM THE JUNCTION OF US HWY. 180, 666 AND ARIZ.
 ER0460'HWY. 61 IN ST. JOHNS, TRAVEL NORTH ON HWY. 61 FOR 7.54 MILES TO MILE
 ER0460'POST 323.27 AND THE STATION THE LEFT.
 ER0460
 ER0460                          STATION RECOVERY (1982)
 ER0460
 ER0460'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0460'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 ER0460'1979.
 ER0460
 ER0460                          STATION RECOVERY (1997)
 ER0460
 ER0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ER0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 ER0460'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTES.  STATION SALT IS
 ER0460'LOCATED 0.7 M (2.3 FT) EAST FROM A AZDT METAL WITNESS POST, 0.9 M (3.0
 ER0460'FT) EAST FROM A BARBED WIRE ROW FENCE, 46.5 FT (14.2 M) WEST FROM TWO
 ER0460'LANE ASPHALT STATE HIGHWAY 61 CENTER, AND PROJECTS 10 CM. STATION SALT
 ER0460'RM 2 FOUND DESTROYED, WITH DISK INTACT IN A 0.76 M (2.49 FT) TALL
 ER0460'ROUND CONCRETE POST LYING ON GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1104 ***********************************************************************
 ES1104  DESIGNATION -  SALT
 ES1104  PID         -  ES1104
 ES1104  STATE/COUNTY-  AZ/NAVAJO
 ES1104  USGS QUAD   -  CLEAR CREEK RESERVOIR (1970)
 ES1104
 ES1104                         *CURRENT SURVEY CONTROL
 ES1104  ___________________________________________________________________
 ES1104* NAD 83(1992)-  34 57 59.35817(N)    110 44 03.22799(W)     ADJUSTED  
 ES1104* NAVD 88     -      1558.8    (meters)    5114.     (feet)  VERTCON   
 ES1104  ___________________________________________________________________
 ES1104  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 ES1104  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ES1104  HORZ ORDER  -  SECOND
 ES1104
 ES1104.The horizontal coordinates were established by classical geodetic methods
 ES1104.and adjusted by the National Geodetic Survey in August 1993.
 ES1104
 ES1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1104
 ES1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1104
 ES1104.The geoid height was determined by GEOID03.
 ES1104
 ES1104;                    North         East     Units Scale Factor Converg.
 ES1104;SPC AZ E     -   440,003.917   161,531.958   MT  0.99993310   -0 19 31.0
 ES1104;SPC AZ E     - 1,443,582.40    529,960.49   iFT  0.99993310   -0 19 31.0
 ES1104;SPC AZ C     -   440,495.397   321,338.323   MT  1.00004365   +0 40 39.8
 ES1104;SPC AZ C     - 1,445,194.87  1,054,259.59   iFT  1.00004365   +0 40 39.8
 ES1104;UTM  12      - 3,869,359.012   524,261.866   MT  0.99960725   +0 09 08.3
 ES1104
 ES1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1104!SPC AZ E     -   0.99975918  x   0.99993310  =   0.99969229
 ES1104!SPC AZ C     -   0.99975918  x   1.00004365  =   0.99980281
 ES1104!UTM  12      -   0.99975918  x   0.99960725  =   0.99936652
 ES1104
 ES1104:                Primary Azimuth Mark                     Grid Az
 ES1104:SPC AZ E     -  RNG WINSLOW RADIO INW                    001 48 31.3
 ES1104:SPC AZ C     -  RNG WINSLOW RADIO INW                    000 48 20.5
 ES1104:UTM  12      -  RNG WINSLOW RADIO INW                    001 19 52.0
 ES1104
 ES1104|---------------------------------------------------------------------|
 ES1104| PID    Reference Object                     Distance      Geod. Az  |
 ES1104|                                                           dddmmss.s |
 ES1104| FQ0743 RNG WINSLOW RADIO INW               APPROX. 9.4 KM 0012900.3 |
 ES1104| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX. 6.9 KM 0323149.3 |
 ES1104| CD2657 SALT RM 1                             7.833 METERS 05600     |
 ES1104| CD2658 SALT RM 2                             7.800 METERS 22008     |
 ES1104| ES1114 SIT                                 APPROX. 4.6 KM 2394409.3 |
 ES1104|---------------------------------------------------------------------|
 ES1104
 ES1104                          SUPERSEDED SURVEY CONTROL
 ES1104
 ES1104  NAD 83(1986)-  34 57 59.35261(N)    110 44 03.23089(W) AD(       ) 2
 ES1104  NAD 27      -  34 57 59.27240(N)    110 44 00.73960(W) AD(       ) 2
 ES1104  NGVD 29 (07/19/86) 1558.0    (m)         5112.     (f) VERT ANG    3  
 ES1104
 ES1104.Superseded values are not recommended for survey control.
 ES1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1104.See file dsdata.txt to determine how the superseded data were derived.
 ES1104
 ES1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2426269359(NAD 83)
 ES1104_MARKER: DS = TRIANGULATION STATION DISK
 ES1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1104
 ES1104  HISTORY     - Date     Condition        Report By
 ES1104  HISTORY     - 1958     MONUMENTED       CGS
 ES1104  HISTORY     - 1959     GOOD             CGS
 ES1104  HISTORY     - 1968     GOOD             CGS
 ES1104  HISTORY     - 1979     GOOD             AZDT
 ES1104
 ES1104                          STATION DESCRIPTION
 ES1104
 ES1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES1104'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF STATE
 ES1104'HIGHWAY 65, ABOUT 4-1/2 MILES SOUTH OF WINSLOW AND 1 MILE
 ES1104'WEST OF SALT CREEK.
 ES1104'
 ES1104'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO
 ES1104'SOUTH FOR 1 BLOCK TO THE JUNCTION OF STATE HIGHWAY 65 AND U.S.
 ES1104'HIGHWAY 66, CONTINUE SOUTH ON STATE HIGHWAY 65 FOR 3.8 MILES
 ES1104'TO HIGHWAY MILE POST NO. 4 ON THE RIGHT, CONTINUE SOUTH ON THE
 ES1104'HIGHWAY FOR 0.6 MILE TO THE STATION ON THE LEFT.
 ES1104'
 ES1104'THE STATION MARK, STAMPED SALT 1958, IS A STANDARD DISK SET
 ES1104'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ES1104'3 INCHES.  IT IS 94 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ES1104'65, 22 FEET NORTH OF A WITNESS POST AND 4 FEET WEST OF A
 ES1104'FENCELINE.
 ES1104'
 ES1104'REFERENCE MARK NO. 1, STAMPED SALT NO 1 1958, IS A STANDARD
 ES1104'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1104'6 INCHES.  IT IS 97 FEET EAST OF THE CENTER OF STATE HIGHWAY 65,
 ES1104'45 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 ES1104'
 ES1104'REFERENCE MARK NO. 2, STAMPED SALT NO 2 1958, IS A STANDARD
 ES1104'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1104'3 INCHES.  IT IS 97 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ES1104'65, 3 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A
 ES1104'FENCELINE.
 ES1104
 ES1104                          STATION RECOVERY (1959)
 ES1104
 ES1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1104'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ES1104'TO BE IN GOOD CONDITION.
 ES1104
 ES1104                          STATION RECOVERY (1968)
 ES1104
 ES1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 ES1104'THIS STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 ES1104'AS DESCRIBED, THE DESCRIPTION IS ADEQUATE.
 ES1104'
 ES1104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 ES1104'SOUTH OF WINSLOW
 ES1104
 ES1104                          STATION RECOVERY (1979)
 ES1104
 ES1104'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1104'THE STATION IS LOCATED 4.5 AIRLINE MILES NORTHWEST OF WINSLOW ON THE
 ES1104'EAST SIDE OF STATE HIGHWAY 87.
 ES1104'
 ES1104'STATE HIGHWAY 65 IS NOW STATE HIGHWAY 87.  THE STATION WAS RECOVERED
 ES1104'AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2088 ***********************************************************************
 DV2088  DESIGNATION -  SALT
 DV2088  PID         -  DV2088
 DV2088  STATE/COUNTY-  AZ/MARICOPA
 DV2088  USGS QUAD   -  LONE BUTTE (1973)
 DV2088
 DV2088                         *CURRENT SURVEY CONTROL
 DV2088  ___________________________________________________________________
 DV2088* NAD 83(1992)-  33 19 55.11343(N)    112 07 29.24380(W)     ADJUSTED  
 DV2088* NAVD 88     -       799.2    (meters)    2622.     (feet)  VERTCON   
 DV2088  ___________________________________________________________________
 DV2088  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DV2088  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV2088  HORZ ORDER  -  FIRST
 DV2088
 DV2088.The horizontal coordinates were established by classical geodetic methods
 DV2088.and adjusted by the National Geodetic Survey in August 1993.
 DV2088
 DV2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2088
 DV2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2088
 DV2088.The geoid height was determined by GEOID03.
 DV2088
 DV2088;                    North         East     Units Scale Factor Converg.
 DV2088;SPC AZ C     -   258,585.791   193,985.296   MT  0.99990463   -0 06 51.7
 DV2088;SPC AZ C     -   848,378.58    636,434.70   iFT  0.99990463   -0 06 51.7
 DV2088;UTM  12      - 3,688,655.460   395,319.384   MT  0.99973510   -0 37 05.2
 DV2088
 DV2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2088!SPC AZ C     -   0.99987923  x   0.99990463  =   0.99978387
 DV2088!UTM  12      -   0.99987923  x   0.99973510  =   0.99961436
 DV2088
 DV2088|---------------------------------------------------------------------|
 DV2088| PID    Reference Object                     Distance      Geod. Az  |
 DV2088|                                                           dddmmss.s |
 DV2088| CH5377 SALT RM 1                             5.762 METERS 03713     |
 DV2088| CH5378 SALT RM 2                             5.595 METERS 12703     |
 DV2088| CH5376 SALT AZ MK                                         1312323.2 |
 DV2088| CH5379 SALT RM 3                             3.880 METERS 33932     |
 DV2088|---------------------------------------------------------------------|
 DV2088
 DV2088                          SUPERSEDED SURVEY CONTROL
 DV2088
 DV2088  NAD 83(1986)-  33 19 55.10745(N)    112 07 29.24871(W) AD(       ) 1
 DV2088  NAD 27      -  33 19 54.94095(N)    112 07 26.71092(W) AD(       ) 1
 DV2088  NGVD 29 (07/19/86)  798.6    (m)         2620.     (f) VERT ANG    3  
 DV2088
 DV2088.Superseded values are not recommended for survey control.
 DV2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2088.See file dsdata.txt to determine how the superseded data were derived.
 DV2088
 DV2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9531988655(NAD 83)
 DV2088_MARKER: DS = TRIANGULATION STATION DISK
 DV2088_SETTING: 66 = SET IN ROCK OUTCROP
 DV2088_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2088+STABILITY: POSITION/ELEVATION WELL
 DV2088
 DV2088  HISTORY     - Date     Condition        Report By
 DV2088  HISTORY     - 1935     MONUMENTED       CGS
 DV2088  HISTORY     - 1942     GOOD             CGS
 DV2088  HISTORY     - 1947     GOOD             CGS
 DV2088  HISTORY     - 1986     GOOD             AZDT
 DV2088  HISTORY     - 1986     GOOD             LOCSUR
 DV2088
 DV2088                          STATION DESCRIPTION
 DV2088
 DV2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2088'ON THE NORTH RANGE OF HILLS SOUTH OF PHOENIX KNOWN LOCALLY AS
 DV2088'SALT MOUNTAINS.  ABOUT 5 MILES, AIR LINE, SOUTH OF PHOENIX
 DV2088'ON THE HIGHEST POINT OF THE RANGE WHICH CAN BE SEEN FROM THE
 DV2088'CITY AS A SHARP POINT.  MARKED BY A STANDARD BRONZE DISK.
 DV2088'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DV2088'REFERENCE DISK IS 5.762 METERS (18.90 FEET) FROM
 DV2088'STATION.  REFERENCE MARK NO. 2, A
 DV2088'STANDARD BRONZE REFERENCE DISK IS 5.908 METERS
 DV2088'(19.38 FEET) FROM STATION.  NO
 DV2088'AZIMUTH ESTABLISHED.  OTHER STATIONS VISIBLE FROM THE GROUND.
 DV2088
 DV2088                          STATION RECOVERY (1942)
 DV2088
 DV2088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 DV2088'STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 DV2088
 DV2088                          STATION RECOVERY (1947)
 DV2088
 DV2088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2088'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 DV2088'IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 DV2088'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  THE
 DV2088'CORRECT DISTANCE TO REFERENCE MARK NO. 2 IS GIVEN BELOW AND DOES
 DV2088'NOT AGREE WITH THE OLD DISTANCE.
 DV2088'
 DV2088'LOCATED ON THE HIGHEST PEAK OF THE FIRST RANGE OF THE SALT
 DV2088'RIVER MOUNTAINS AND ABOUT 5 MILES SOUTHWEST OF THE CENTER OF
 DV2088'PHOENIX.  IT IS STAMPED--SALT 1935 AND IS 7 INCHES BELOW THE
 DV2088'SURFACE OF THE GROUND.
 DV2088'
 DV2088'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHEAST SLOPE OF THE
 DV2088'PEAK AND IT IS 4.7 FEET LOWER THAN THE STATION.  IT IS
 DV2088'STAMPED--SALT NO 2 1935 AND IS FLUSH WITH THE GROUND.
 DV2088'
 DV2088'REFERENCE MARK NO. 3 IS LOCATED 1.5 FEET FROM THE NORTHWEST
 DV2088'FACE OF THE PEAK AND 1.5 FEET LOWER THAN THE STATION.  IT IS
 DV2088'STAMPED--SALT NO 3 1947.
 DV2088'
 DV2088'THE AZIMUTH MARK IS LOCATED IN THE FIRST OUTCROPPING ABOVE THE
 DV2088'VALLEY FLOOR ON A RIDGE SLOPING TO THE SOUTHEAST FROM THE STATION
 DV2088'SITE AND ABOUT 0.15 MILE FROM THE HIGHWAY.  IT IS 3 FEET NORTHWEST
 DV2088'OF A CAIRN AND 5 FEET SOUTHWEST OF A PALO VERDE TREE.  IT IS
 DV2088'STAMPED--SALT 1947 AND IS FLUSH WITH THE GROUND.
 DV2088'
 DV2088'TO REACH THE STATION FROM PHOENIX, GO SOUTH ON SOUTH CENTRAL
 DV2088'AVENUE TO BASELINE ROAD.  CONTINUE SOUTH 2.3 MILES TO THE
 DV2088'HEADQUARTERS OF THE PHOENIX SOUTH MOUNTAIN PARK.  CONTINUE
 DV2088'0.35 MILE TO THE ARMY ENGINEERS HEADQUARTERS.  CONTINUE ON
 DV2088'MAIN TRAVELED ROAD 1.0 MILE TO A Y AND SIGN SAN JUAN PICNIC
 DV2088'AREA.  KEEP RIGHT ROAD BETWEEN TWO RANGES OF MOUNTAINS FOR
 DV2088'1.4 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE PACK UP THE
 DV2088'RIDGE TO THE AZIMUTH MARK AND THE STATION.  A 1-HOUR PACK.
 DV2088'
 DV2088'OBSERVATIONS MADE FROM A 1.3 M TRIPOD.
 DV2088
 DV2088                          STATION RECOVERY (1986)
 DV2088
 DV2088'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2088'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DV2088'CONDITION,  DUE TO ROAD CHANGES IN THE ARE THE AZMUTH MARK WAS MISSED
 DV2088'AND MAY WELL BE IN PLACE.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2088'
 DV2088'TO REACH THE STATION FROM THE INTERSECTION OF BUCKEYE ROAD AND 19TH
 DV2088'AVENUE IN PHOENIX, TRAVEL SOUTH ALONG 19TH AVENUE FOR 4.00 MILES TO
 DV2088'WEST BASELINE ROAD.  TURN RIGHT AND TRAVEL WEST FOR 2.05 MILES TO 35TH
 DV2088'AVENUE.  TURN LEFT AND TRAVEL SOUTH FOR 2.0 MILES TO CARVER ROAD,
 DV2088'CONTINUE SOUTH ALONG 35TH AVENUE WHICH IS UNPAVED FOR 0.45 MILE TO
 DV2088'ANSELL ROAD.  TURN LEFT AND TRAVEL EAST FOR 0.5 MILE TO END OF TRUCK
 DV2088'TRAVEL AT A WASH.  CROSS THE WASH AND FOLLOW ANSELL ROAD ABOUT 300
 DV2088'FEET TO A RIDGE ON THE RIGHT.  PARK SOUTH UP THE RIDGE TO THE HIGHEST
 DV2088'POINT AND STATION.
 DV2088
 DV2088                          STATION RECOVERY (1986)
 DV2088
 DV2088'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1848 ***********************************************************************
 DU1848  DESIGNATION -  SALT
 DU1848  PID         -  DU1848
 DU1848  STATE/COUNTY-  AZ/GILA
 DU1848  USGS QUAD   -  MULE HOOF BEND (1988)
 DU1848
 DU1848                         *CURRENT SURVEY CONTROL
 DU1848  ___________________________________________________________________
 DU1848* NAD 83(1992)-  33 48 12.99304(N)    110 32 00.84146(W)     ADJUSTED  
 DU1848* NAVD 88     -      1611.7    (meters)    5288.     (feet)  VERTCON   
 DU1848  ___________________________________________________________________
 DU1848  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 DU1848  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DU1848  HORZ ORDER  -  THIRD
 DU1848
 DU1848.The horizontal coordinates were established by classical geodetic methods
 DU1848.and adjusted by the National Geodetic Survey in August 1993.
 DU1848
 DU1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1848
 DU1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1848
 DU1848.The geoid height was determined by GEOID03.
 DU1848
 DU1848;                    North         East     Units Scale Factor Converg.
 DU1848;SPC AZ E     -   310,932.751   179,389.486   MT  0.99991422   -0 12 14.9
 DU1848;SPC AZ E     - 1,020,120.57    588,548.18   iFT  0.99991422   -0 12 14.9
 DU1848;UTM  12      - 3,740,478.670   543,173.127   MT  0.99962298   +0 15 34.2
 DU1848
 DU1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1848!SPC AZ E     -   0.99975107  x   0.99991422  =   0.99966531
 DU1848!UTM  12      -   0.99975107  x   0.99962298  =   0.99937414
 DU1848
 DU1848|---------------------------------------------------------------------|
 DU1848| PID    Reference Object                     Distance      Geod. Az  |
 DU1848|                                                           dddmmss.s |
 DU1848| DU1879 SALT RM 1                             4.298 METERS 19504     |
 DU1848| DU1837 CHRYSOTILE                          APPROX. 6.7 KM 1995202.8 |
 DU1848| DU1880 SALT RM 2                             7.010 METERS 32803     |
 DU1848|---------------------------------------------------------------------|
 DU1848
 DU1848                          SUPERSEDED SURVEY CONTROL
 DU1848
 DU1848  NAD 83(1986)-  33 48 12.98672(N)    110 32 00.84299(W) AD(       ) 3
 DU1848  NGVD 29 (09/20/88) 1611.0    (m)         5285.     (f) VERT ANG    3  
 DU1848
 DU1848.Superseded values are not recommended for survey control.
 DU1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1848.See file dsdata.txt to determine how the superseded data were derived.
 DU1848
 DU1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4317340479(NAD 83)
 DU1848_MARKER: DS = TRIANGULATION STATION DISK
 DU1848_SETTING: 80 = SET IN A BOULDER
 DU1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1848+STABILITY: SURFACE MOTION
 DU1848
 DU1848  HISTORY     - Date     Condition        Report By
 DU1848  HISTORY     - 1946     MONUMENTED       USGS
 DU1848
 DU1848                          STATION DESCRIPTION
 DU1848
 DU1848'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1848'LOCATED ABOUT 32 MI NNE. OF GLOBE, 1.5 MI WNW. OF SALT RIVER
 DU1848'BRIDGE IN SENECA.
 DU1848'
 DU1848'TO REACH FROM SALT RIVER BRIDGE ON HWY. 60, DRIVE 5.2 MI S.  TURN
 DU1848'RIGHT ON REGAL AND PHILLIPS MINE RD. 3.5 MI NNW. TO RD. JCT. AND
 DU1848'SIGN PHILLIPS MINE.  TAKE RIGHT FORK 0.3 MI N. TO RD. JCT.  TAKE
 DU1848'LEFT FORK 0.4 MI NNW. TO RD. JCT.  TAKE LEFT FORK 0.1 MI NNW. TO
 DU1848'RD. JCT., TAKE LEFT FORK ABOUT 0.1 MI NNW.  CONTINUE ON FOOT NNE.
 DU1848'TO TOP OF MOUNTAIN AND STATION ON HIGHEST POINT OF HILL.  ABOUT A
 DU1848'30-MINUTE PACK.
 DU1848'
 DU1848'STATION MARK--STANDARD TABLET STAMPED---SALT 1946---, CEMENTED IN
 DU1848'NORTHEAST POINT OF LARGE ROCK.
 DU1848'
 DU1848'RM 1--STANDARD RM TABLET STAMPED---RM 1---, CEMENTED IN ROCK.
 DU1848'
 DU1848'RM 2--STANDARD RM TABLET STAMPED---RM 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1718 ***********************************************************************
 DV1718  DESIGNATION -  SALT AZ MK
 DV1718  PID         -  DV1718
 DV1718  STATE/COUNTY-  AZ/MARICOPA
 DV1718  USGS QUAD   -  EL MIRAGE (1982)
 DV1718
 DV1718                         *CURRENT SURVEY CONTROL
 DV1718  ___________________________________________________________________
 DV1718* NAD 83(1992)-  33 31 21.54727(N)    112 16 27.68286(W)     NO CHECK  
 DV1718* NAVD 88     -       323.007  (meters)    1059.73   (feet)  ADJUSTED  
 DV1718  ___________________________________________________________________
 DV1718  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 DV1718  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV1718  DYNAMIC HT  -         322.627 (meters)    1058.49  (feet)  COMP
 DV1718  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 DV1718
 DV1718  HORZ ORDER  -  SECOND
 DV1718  VERT ORDER  -  SECOND    CLASS I
 DV1718
 DV1718.The horizontal coordinates were established by classical geodetic methods
 DV1718.and adjusted by the National Geodetic Survey in August 1993.
 DV1718.No horizontal observational check was made to the station.
 DV1718
 DV1718.The orthometric height was determined by differential leveling
 DV1718.and adjusted in November 1993.
 DV1718
 DV1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1718
 DV1718.The geoid height was determined by GEOID03.
 DV1718
 DV1718.The dynamic height is computed by dividing the NAVD 88
 DV1718.geopotential number by the normal gravity value computed on the
 DV1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1718.degrees latitude (g = 980.6199 gals.).
 DV1718
 DV1718.The modeled gravity was interpolated from observed gravity values.
 DV1718
 DV1718;                    North         East     Units Scale Factor Converg.
 DV1718;SPC AZ C     -   279,769.897   180,134.462   MT  0.99991361   -0 11 51.2
 DV1718;SPC AZ C     -   917,880.24    590,992.33   iFT  0.99991361   -0 11 51.2
 DV1718;UTM  12      - 3,709,957.523   381,657.936   MT  0.99977266   -0 42 13.9
 DV1718
 DV1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1718!SPC AZ C     -   0.99995405  x   0.99991361  =   0.99986766
 DV1718!UTM  12      -   0.99995405  x   0.99977266  =   0.99972672
 DV1718
 DV1718                          SUPERSEDED SURVEY CONTROL
 DV1718
 DV1718  NAD 83(1986)-  33 31 21.54197(N)    112 16 27.68927(W) AD(       ) 2
 DV1718  NGVD 29 (11/30/89)  322.4    (m)         1058.     (f) LEVELING    3  
 DV1718
 DV1718.Superseded values are not recommended for survey control.
 DV1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1718.See file dsdata.txt to determine how the superseded data were derived.
 DV1718
 DV1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8165809958(NAD 83)
 DV1718_MARKER: DZ = AZIMUTH MARK DISK
 DV1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1718_SP_SET: CONCRETE POST
 DV1718_STAMPING: SALT AZIMUTH
 DV1718_MARK LOGO: AZDT  
 DV1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1718+STABILITY: SURFACE MOTION
 DV1718
 DV1718  HISTORY     - Date     Condition        Report By
 DV1718  HISTORY     - 1982     MONUMENTED       AZDT
 DV1718  HISTORY     - 1983     GOOD             AZDT
 DV1718
 DV1718                          STATION DESCRIPTION
 DV1718
 DV1718'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1718'7.03 KM (4.37 MI) NORTH FROM TOLLESON.
 DV1718'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1718'AVENUE FOR 4.25 MI (6.84 KM) TO THE SALT RIVER PROJECTS GRAND CANAL,
 DV1718'THENCE TURN LEFT ON THE SOUTH SIDE OF CANAL AND PROCEED WEST FOR 0.12
 DV1718'MI (0.19 KM) TO THE MARK, 27.5 FT (8.38 METERS) SOUTH OF SOUTH EDGE OF
 DV1718'CANAL, 39.0 FT (11.89 METERS) WEST OF A STOP AHEAD SIGN, A STANDARD
 DV1718'AZDT ALUMINIUM CAP SET IN CONCRETE POST 6 INCHES (0.15 METERS) BELOW
 DV1718'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1966 ***********************************************************************
 DU1966  DESIGNATION -  SALT MOUNTAIN
 DU1966  PID         -  DU1966
 DU1966  STATE/COUNTY-  AZ/GRAHAM
 DU1966  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1966
 DU1966                         *CURRENT SURVEY CONTROL
 DU1966  ___________________________________________________________________
 DU1966* NAD 83(1992)-  33 15 29.49767(N)    110 19 34.34073(W)     ADJUSTED  
 DU1966* NAVD 88     -      1052.2    (meters)    3452.     (feet)  VERTCON   
 DU1966  ___________________________________________________________________
 DU1966  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DU1966  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DU1966  HORZ ORDER  -  FIRST
 DU1966
 DU1966.The horizontal coordinates were established by classical geodetic methods
 DU1966.and adjusted by the National Geodetic Survey in August 1993.
 DU1966
 DU1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1966
 DU1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1966
 DU1966.The geoid height was determined by GEOID03.
 DU1966
 DU1966;                    North         East     Units Scale Factor Converg.
 DU1966;SPC AZ E     -   250,395.465   198,495.615   MT  0.99990272   -0 05 15.0
 DU1966;SPC AZ E     -   821,507.43    651,232.33   iFT  0.99990272   -0 05 15.0
 DU1966;UTM  12      - 3,680,113.310   562,759.662   MT  0.99964856   +0 22 10.3
 DU1966
 DU1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1966!SPC AZ E     -   0.99983910  x   0.99990272  =   0.99974184
 DU1966!UTM  12      -   0.99983910  x   0.99964856  =   0.99948772
 DU1966
 DU1966:                Primary Azimuth Mark                     Grid Az
 DU1966:SPC AZ E     -  SALT MOUNTAIN AZ MK                      044 14 44.6
 DU1966:UTM  12      -  SALT MOUNTAIN AZ MK                      043 47 19.3
 DU1966
 DU1966|---------------------------------------------------------------------|
 DU1966| PID    Reference Object                     Distance      Geod. Az  |
 DU1966|                                                           dddmmss.s |
 DU1966| CD2659 SALT MOUNTAIN AZ MK                                0440929.6 |
 DU1966| CD2660 SALT MOUNTAIN RM 1                    6.754 METERS 06459     |
 DU1966| DU1962 MOUNT TURNBULL PEAK                 APPROX.21.3 KM 1632353.7 |
 DU1966| CD2661 SALT MOUNTAIN RM 2                    9.706 METERS 17700     |
 DU1966| DU1975 COOLIDGE DAM WATER TANK             APPROX.21.1 KM 2441700.1 |
 DU1966| DU1996 PINAL PEAK LOOKOUT TOWER            APPROX.46.2 KM 2732740.6 |
 DU1966| DU1967 MOUNT TRIPLET PEAK                  APPROX. 9.7 KM 3470105.1 |
 DU1966|---------------------------------------------------------------------|
 DU1966
 DU1966                          SUPERSEDED SURVEY CONTROL
 DU1966
 DU1966  NAD 83(1986)-  33 15 29.49375(N)    110 19 34.34150(W) AD(       ) 1
 DU1966  NAD 27      -  33 15 29.28800(N)    110 19 32.00400(W) AD(       ) 1
 DU1966  NGVD 29 (07/19/86) 1051.6    (m)         3450.     (f) VERT ANG    3  
 DU1966
 DU1966.Superseded values are not recommended for survey control.
 DU1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1966.See file dsdata.txt to determine how the superseded data were derived.
 DU1966
 DU1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6276080113(NAD 83)
 DU1966_MARKER: DS = TRIANGULATION STATION DISK
 DU1966_SETTING: 80 = SET IN A BOULDER
 DU1966_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU1966
 DU1966  HISTORY     - Date     Condition        Report By
 DU1966  HISTORY     - 1945     MONUMENTED       CGS
 DU1966  HISTORY     - 1960     GOOD             CGS
 DU1966
 DU1966                          STATION DESCRIPTION
 DU1966
 DU1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1966'STATION IS LOCATED ON A PROMINENT POINT WHICH IS KNOWN AS SALT
 DU1966'MOUNTAIN.  IT IS ON THE SAN CARLOS INDIAN RESERVATION, IS ABOUT
 DU1966'10-1/2 MILES SE OF SAN CARLOS, AND ABOUT 3 MILES N OF SAN CARLOS
 DU1966'LAKE.
 DU1966'
 DU1966'TO REACH STATION FROM THE SAN CARLOS POST OFFICE, GO S FOR 0.1
 DU1966'MILE ACROSS THE RAILROAD TRACKS AND TURN LEFT ON THE COOLIDGE DAM
 DU1966'ROAD, CONTINUE FOR 1.6 MILES TO A ROAD TO THE LEFT, TURN LEFT
 DU1966'ACROSS THE RAILROAD TRACKS AND CONTINUE FOR 0.3 MILE ACROSS THE
 DU1966'BRIDGE TO A FORKS.  TAKE THE RIGHT FORK, A BLADED ROAD, AND
 DU1966'CONTINUE FOR 0.9 MILE TO A TELEPHONE LINE, CONTINUE STRAIGHT AHEAD
 DU1966'FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE FOR
 DU1966'0.8 MILE TO A FORK, AGAIN TAKE THE LEFT FORK AND CONTINUE FOR
 DU1966'0.2 MILE TO A FORK, AGAIN TAKE THE LEFT FORK AND CONTINUE FOR
 DU1966'0.9 MILE TO A SIDE ROAD LEADING TO THE RIGHT, KEEP LEFT OR
 DU1966'STRAIGHT AHEAD AND CONTINUE FOR 1.8 MILES TO A FORK, KEEP LEFT
 DU1966'AND CONTINUE FOR 0.5 MILE TO A SIDE ROAD LEADING TO THE LEFT,
 DU1966'KEEP RIGHT AND CONTINUE ON BLADED ROAD FOR 2.5 MILES, THE ROAD,
 DU1966'AT THIS POINT, COMES DOWN INTO A DEEP WASH AT THE BASE OF A
 DU1966'HILL.  HERE THE ROAD IS ONLY TRACKS IN THE WASH BUT CONTINUE
 DU1966'ON THEM THROUGH THE WASH AND AROUND THE HILL COMING ONTO
 DU1966'THE BLADED ROAD AS THE TRACKS LEAVE THE WASH.  CONTINUE AHEAD
 DU1966'FOR 1.6 MILES AND AT THIS POINT THE HILL ON WHICH THE STATION IS
 DU1966'LOCATED CAN BE SEEN AHEAD AND JUST TO THE LEFT OF MT. TURNBULL.
 DU1966'CONTINUE FOR 1.9 MILES TO A DIM BLADED ROAD LEADING TO THE
 DU1966'RIGHT TOWARD THE HILL, AT THIS POINT THE AZIMUTH MARK IS 83 FEET S
 DU1966'OF THE INTERSECTION OF THE ROADS AND IS ON THE FIRST LEDGE OF
 DU1966'ROCK GOING DOWN INTO THE WASH.  TO PROCEED TO THE STATION,
 DU1966'TURN RIGHT ON DIM BLADED ROAD AND CONTINUE FOR 0.5 MILE, THEN
 DU1966'TURN RIGHT ACROSS COUNTRY TOWARD THE HILL AND CONTINUE FOR 0.5
 DU1966'MILE TO THE BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  FROM
 DU1966'HERE PACK DIRECTLY UP THE SIDE TOWARD THE RED ROCK AND THE
 DU1966'PEAK, THE STATION BEING 52 FEET S OF THE PILE OF ROCKS THAT FORMS
 DU1966'THE HIGHEST POINT.
 DU1966'
 DU1966'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 DU1966'WITH THE GROUND.  IT IS STAMPED SALT MTN 1945.
 DU1966'
 DU1966'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1966'FLUSH WITH THE SURROUNDING BOULDERS AND IS STAMPED SALT MTN NO 1
 DU1966'1945.  IT IS ENE OF THE STATION AND ABOUT 2 FEET LOWER.
 DU1966'
 DU1966'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DU1966'FLUSH WITH THE GROUND AND IS STAMPED SALT MTN NO 2 1945.  IT IS S
 DU1966'OF THE STATION AND ABOUT 2 FEET LOWER.
 DU1966'
 DU1966'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK AND IS
 DU1966'STAMPED SALT MTN 1945.  IT IS NE OF THE STATION, IS REACHED AS
 DU1966'SHOWN ABOVE, AND IS ON THE FIRST LEDGE OF ROCK GOING DOWN INTO
 DU1966'THE WASH.  IT IS 6 FEET SW OF A LARGE ROCK CAIRN.
 DU1966
 DU1966                          STATION RECOVERY (1960)
 DU1966
 DU1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU1966'ALL MARKS RECOVERED AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS.
 DU1966'
 DU1966'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 DU1966'ARIZONA STATE HIGHWAY 170, THAT IS 4 MILES SOUTH OF SAN CARLOS,
 DU1966'GO EAST ON U.S. HIGHWAY 70 8.7 MILES TO WIRE GATES ON EACH SIDE
 DU1966'OF THE HIGHWAY AND JUST BEFORE ENTERING A DEEP CUT.  TURN RIGHT,
 DU1966'SOUTH, AND PASS THROUGH GATE.  CONTINUE EAST AND SOUTH ON DIRT
 DU1966'ROAD 0.5 MILE.  TURN RIGHT, WEST, AND GO ACROSS COUNTRY 0.6 MILE
 DU1966'TO THE BASE OF THE STATION HILL AND THE END OF TRUCK TRAVEL.
 DU1966'PACK SOUTH TO THE TOP OF THE HILL AND STATION.  THIS IS A TWENTY
 DU1966'MINUTE PACK.
 DU1966'
 DU1966'TO REACH THE AZIMUTH MARK FROM THE WIRE GATES MENTIONED ABOVE,
 DU1966'TURN LEFT, NORTH, ACROSS THE HIGHWAY, AND GO EAST ALONG THE SOUTH
 DU1966'SIDE OF THE RIGHT OF WAY FENCE 0.15 MILE TO THE AZIMUTH MARK.
 DU1966'IT IS 41 FEET SOUTH OF THE RIGHT OF WAY FENCE AND 24 FEET NORTH
 DU1966'OF A STEEP BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1847 ***********************************************************************
 DU1847  DESIGNATION -  SALT RIVER PK
 DU1847  PID         -  DU1847
 DU1847  STATE/COUNTY-  AZ/GILA
 DU1847  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1847
 DU1847                         *CURRENT SURVEY CONTROL
 DU1847  ___________________________________________________________________
 DU1847* NAD 83(1992)-  33 32 51.14085(N)    110 54 54.51432(W)     ADJUSTED  
 DU1847* NAVD 88     -      1480.6    (meters)    4858.     (feet)  VERTCON   
 DU1847  ___________________________________________________________________
 DU1847  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 DU1847  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DU1847  HORZ ORDER  -  THIRD
 DU1847
 DU1847.The horizontal coordinates were established by classical geodetic methods
 DU1847.and adjusted by the National Geodetic Survey in August 1993.
 DU1847
 DU1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1847
 DU1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1847
 DU1847.The geoid height was determined by GEOID03.
 DU1847
 DU1847;                    North         East     Units Scale Factor Converg.
 DU1847;SPC AZ E     -   282,723.571   143,853.904   MT  0.99995954   -0 24 49.1
 DU1847;SPC AZ E     -   927,570.77    471,961.63   iFT  0.99995954   -0 24 49.1
 DU1847;UTM  12      - 3,711,993.081   507,877.677   MT  0.99960077   +0 02 48.8
 DU1847
 DU1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1847!SPC AZ E     -   0.99977193  x   0.99995954  =   0.99973148
 DU1847!UTM  12      -   0.99977193  x   0.99960077  =   0.99937279
 DU1847
 DU1847|---------------------------------------------------------------------|
 DU1847| PID    Reference Object                     Distance      Geod. Az  |
 DU1847|                                                           dddmmss.s |
 DU1847| DU1877 SALT RIVER PK RM 1                   10.077 METERS 03300     |
 DU1847| DU1878 SALT RIVER PK RM 2                    2.411 METERS 13241     |
 DU1847| DU2014 SALT                                APPROX. 1.5 KM 2805623.2 |
 DU1847|---------------------------------------------------------------------|
 DU1847
 DU1847                          SUPERSEDED SURVEY CONTROL
 DU1847
 DU1847  NAD 83(1986)-  33 32 51.13646(N)    110 54 54.51750(W) AD(       ) 3
 DU1847  NGVD 29 (09/20/88) 1480.0    (m)         4856.     (f) VERT ANG    3  
 DU1847
 DU1847.Superseded values are not recommended for survey control.
 DU1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1847.See file dsdata.txt to determine how the superseded data were derived.
 DU1847
 DU1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0787811993(NAD 83)
 DU1847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU1847_SETTING: 66 = SET IN ROCK OUTCROP
 DU1847_SP_SET: SET IN ROCK OUTCROP
 DU1847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1847+STABILITY: POSITION/ELEVATION WELL
 DU1847
 DU1847  HISTORY     - Date     Condition        Report By
 DU1847  HISTORY     - 1934     MONUMENTED       USFS
 DU1847  HISTORY     - 1944     GOOD             USGS
 DU1847  HISTORY     - 1948     GOOD             USGS
 DU1847
 DU1847                          STATION DESCRIPTION
 DU1847
 DU1847'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 DU1847'RECOVERED AS DESCRIBED BY USFS.
 DU1847'
 DU1847'STATION MARK--USFS DISK STAMPED---SALT RIVER PK 1934---, CEMENTED
 DU1847'IN SOLID ROCK OUTCROP.
 DU1847
 DU1847                          STATION RECOVERY (1948)
 DU1847
 DU1847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU1847'RECOVERED AS DESCRIBED BY USGS AND USFS.
 DU1847'
 DU1847'LOCATED ABOUT 17 MI SE. OF ROOSEVELT DAM, 12.5 MI NW. OF GLOBE.
 DU1847'ON HIGHEST POINT OF SALT RIVER PEAK ALSO KNOWN AS SMOKE SIGNAL
 DU1847'MTN.
 DU1847'
 DU1847'TO REACH FROM GLOBE POST OFFICE, DRIVE 3.3 MI W. ON U.S. HWY. 60.
 DU1847'TURN RIGHT ON APACHE TRAIL RD. 13.2 MI TO CATTLEGUARD, CONTINUE
 DU1847'0.2 MI TO DIM RD. RIGHT JUST BEFORE REACHING SUMMIT OF RD.  TURN
 DU1847'RIGHT 0.05 MI TO END OF TRUCK TRAVEL NEAR FENCE.  PACK 1 MI E. TO
 DU1847'SADDLE JUST N. OF SALT RIVER PEAK PASSING THROUGH GATE IN E.-W.
 DU1847'FENCE AND CLIMB S. TO SUMMIT AND STATION.  A 1-HOUR PACK.
 DU1847'
 DU1847'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 DU1847'
 DU1847'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ6820 ***********************************************************************
 AJ6820  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6820  DESIGNATION -  SALT RIVER PROJEC CORS ARP
 AJ6820  CORS_ID     -  SRP1
 AJ6820  PID         -  AJ6820
 AJ6820  STATE/COUNTY-  AZ/MARICOPA
 AJ6820  USGS QUAD   -  FOWLER (1982)
 AJ6820
 AJ6820                         *CURRENT SURVEY CONTROL
 AJ6820  ___________________________________________________________________
 AJ6820* NAD 83(CORS)-  33 27 02.24871(N)    112 13 39.99985(W)     ADJUSTED  
 AJ6820* NAVD 88     -              **(meters)            **(feet)            
 AJ6820  ___________________________________________________________________
 AJ6820  EPOCH DATE  -        2002.00
 AJ6820  X           -  -2,015,276.947 (meters)                     COMP
 AJ6820  Y           -  -4,931,449.827 (meters)                     COMP
 AJ6820  Z           -   3,495,930.540 (meters)                     COMP
 AJ6820  ELLIP HEIGHT-         297.918 (meters)          (09/??/08) ADJUSTED
 AJ6820  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ6820  HORZ ORDER  -  SPECIAL (CORS)
 AJ6820  ELLP ORDER  -  SPECIAL (CORS)
 AJ6820
 AJ6820.ITRF positions are available for this station.
 AJ6820.The coordinates were established by GPS observations
 AJ6820.and adjusted by the National Geodetic Survey in September 2008.
 AJ6820.The coordinates are valid at the epoch date displayed above.
 AJ6820.The epoch date for horizontal control is a decimal equivalence
 AJ6820.of Year/Month/Day.
 AJ6820
 AJ6820
 AJ6820.The PID for the CORS L1 Phase Center is AJ6821.
 AJ6820
 AJ6820.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6820
 AJ6820.The ellipsoidal height was determined by GPS observations
 AJ6820.and is referenced to NAD 83.
 AJ6820
 AJ6820.The geoid height was determined by GEOID03.
 AJ6820
 AJ6820;                    North         East     Units Scale Factor Converg.
 AJ6820;SPC AZ C     -   271,767.921   184,437.203   MT  0.99991031   -0 10 17.4
 AJ6820;SPC AZ C     -   891,627.04    605,108.93   iFT  0.99991031   -0 10 17.4
 AJ6820
 AJ6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6820!SPC AZ C     -   0.99995323  x   0.99991031  =   0.99986355
 AJ6820
 AJ6820                          SUPERSEDED SURVEY CONTROL
 AJ6820
 AJ6820  NAD 83(CORS)-  33 27 02.24824(N)    112 13 39.99991(W) AD(2002.00) c
 AJ6820  ELLIP H (03/??/02)  297.948  (m)                       GP(2002.00) c c
 AJ6820  NAD 83(CORS)-  33 27 02.24813(N)    112 13 39.99995(W) AD(1997.00) c
 AJ6820  ELLIP H (11/??/01)  297.948  (m)                       GP(1997.00) c c
 AJ6820
 AJ6820.Superseded values are not recommended for survey control.
 AJ6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6820.See file dsdata.txt to determine how the superseded data were derived.
 AJ6820
 AJ6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8588901919(NAD 83)
 AJ6820_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ6820
 AJ6820                          STATION DESCRIPTION
 AJ6820
 AJ6820'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 AJ6820'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ6820'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6820'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6820'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6820'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ6821 ***********************************************************************
 AJ6821  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6821  DESIGNATION -  SALT RIVER PROJEC CORS L1 PHASE CENTER
 AJ6821  CORS_ID     -  SRP1
 AJ6821  PID         -  AJ6821
 AJ6821  STATE/COUNTY-  AZ/MARICOPA
 AJ6821  USGS QUAD   -  FOWLER (1982)
 AJ6821
 AJ6821                         *CURRENT SURVEY CONTROL
 AJ6821  ___________________________________________________________________
 AJ6821* NAD 83(CORS)-  33 27 02.24871(N)    112 13 39.99987(W)     ADJUSTED  
 AJ6821* NAVD 88     -              **(meters)            **(feet)            
 AJ6821  ___________________________________________________________________
 AJ6821  EPOCH DATE  -        2002.00
 AJ6821  X           -  -2,015,276.971 (meters)                     COMP
 AJ6821  Y           -  -4,931,449.884 (meters)                     COMP
 AJ6821  Z           -   3,495,930.581 (meters)                     COMP
 AJ6821  ELLIP HEIGHT-         297.992 (meters)          (09/??/08) ADJUSTED
 AJ6821  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ6821  HORZ ORDER  -  SPECIAL (CORS)
 AJ6821  ELLP ORDER  -  SPECIAL (CORS)
 AJ6821
 AJ6821.ITRF positions are available for this station.
 AJ6821.The coordinates were established by GPS observations
 AJ6821.and adjusted by the National Geodetic Survey in September 2008.
 AJ6821.The coordinates are valid at the epoch date displayed above.
 AJ6821.The epoch date for horizontal control is a decimal equivalence
 AJ6821.of Year/Month/Day.
 AJ6821
 AJ6821
 AJ6821.The PID for the CORS ARP is AJ6820.
 AJ6821
 AJ6821.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6821
 AJ6821.The ellipsoidal height was determined by GPS observations
 AJ6821.and is referenced to NAD 83.
 AJ6821
 AJ6821.The geoid height was determined by GEOID03.
 AJ6821
 AJ6821;                    North         East     Units Scale Factor Converg.
 AJ6821;SPC AZ C     -   271,767.921   184,437.202   MT  0.99991031   -0 10 17.4
 AJ6821;SPC AZ C     -   891,627.04    605,108.93   iFT  0.99991031   -0 10 17.4
 AJ6821
 AJ6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6821!SPC AZ C     -   0.99995322  x   0.99991031  =   0.99986353
 AJ6821
 AJ6821                          SUPERSEDED SURVEY CONTROL
 AJ6821
 AJ6821  NAD 83(CORS)-  33 27 02.24824(N)    112 13 39.99993(W) AD(2002.00) c
 AJ6821  ELLIP H (03/??/02)  298.023  (m)                       GP(2002.00) c c
 AJ6821  NAD 83(CORS)-  33 27 02.24813(N)    112 13 39.99997(W) AD(1997.00) c
 AJ6821  ELLIP H (11/??/01)  298.022  (m)                       GP(1997.00) c c
 AJ6821
 AJ6821.Superseded values are not recommended for survey control.
 AJ6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6821.See file dsdata.txt to determine how the superseded data were derived.
 AJ6821
 AJ6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8588901919(NAD 83)
 AJ6821_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ6821
 AJ6821                          STATION DESCRIPTION
 AJ6821
 AJ6821'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ6821'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ6821'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6821'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6821'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6821'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1717 ***********************************************************************
 DV1717  DESIGNATION -  SALT RM 1
 DV1717  PID         -  DV1717
 DV1717  STATE/COUNTY-  AZ/MARICOPA
 DV1717  USGS QUAD   -  EL MIRAGE (1982)
 DV1717
 DV1717                         *CURRENT SURVEY CONTROL
 DV1717  ___________________________________________________________________
 DV1717* NAD 83(1992)-  33 31 22.94489(N)    112 16 03.26446(W)     NO CHECK  
 DV1717* NAVD 88     -       323.611  (meters)    1061.71   (feet)  ADJUSTED  
 DV1717  ___________________________________________________________________
 DV1717  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 DV1717  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV1717  DYNAMIC HT  -         323.231 (meters)    1060.47  (feet)  COMP
 DV1717  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 DV1717
 DV1717  HORZ ORDER  -  SECOND
 DV1717  VERT ORDER  -  SECOND    CLASS I
 DV1717
 DV1717.The horizontal coordinates were established by classical geodetic methods
 DV1717.and adjusted by the National Geodetic Survey in August 1993.
 DV1717.No horizontal observational check was made to the station.
 DV1717
 DV1717.The orthometric height was determined by differential leveling
 DV1717.and adjusted in November 1993.
 DV1717
 DV1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1717
 DV1717.The geoid height was determined by GEOID03.
 DV1717
 DV1717.The dynamic height is computed by dividing the NAVD 88
 DV1717.geopotential number by the normal gravity value computed on the
 DV1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1717.degrees latitude (g = 980.6199 gals.).
 DV1717
 DV1717.The modeled gravity was interpolated from observed gravity values.
 DV1717
 DV1717;                    North         East     Units Scale Factor Converg.
 DV1717;SPC AZ C     -   279,810.802   180,764.669   MT  0.99991309   -0 11 37.7
 DV1717;SPC AZ C     -   918,014.44    593,059.94   iFT  0.99991309   -0 11 37.7
 DV1717;UTM  12      - 3,709,992.852   382,288.390   MT  0.99977082   -0 42 00.5
 DV1717
 DV1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1717!SPC AZ C     -   0.99995395  x   0.99991309  =   0.99986704
 DV1717!UTM  12      -   0.99995395  x   0.99977082  =   0.99972478
 DV1717
 DV1717                          SUPERSEDED SURVEY CONTROL
 DV1717
 DV1717  NAD 83(1986)-  33 31 22.93958(N)    112 16 03.27089(W) AD(       ) 2
 DV1717  NGVD 29 (11/30/89)  323.0    (m)         1060.     (f) LEVELING    3  
 DV1717
 DV1717.Superseded values are not recommended for survey control.
 DV1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1717.See file dsdata.txt to determine how the superseded data were derived.
 DV1717
 DV1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8228809993(NAD 83)
 DV1717_MARKER: DR = REFERENCE MARK DISK
 DV1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1717_SP_SET: CONCRETE POST
 DV1717_STAMPING: SALT RM 1
 DV1717_MARK LOGO: AZDT  
 DV1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1717+STABILITY: SURFACE MOTION
 DV1717
 DV1717  HISTORY     - Date     Condition        Report By
 DV1717  HISTORY     - 1982     MONUMENTED       AZDT
 DV1717  HISTORY     - 1983     GOOD             AZDT
 DV1717
 DV1717                          STATION DESCRIPTION
 DV1717
 DV1717'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1717'6.84 KM (4.24 MI) NORTH FROM TOLLESON.
 DV1717'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1717'AVENUE FOR 4.24 MI (6.84 KM) TO THE SALT RIVER PROJECTS GRAND CANAL,
 DV1717'THENCE TURN RIGHT ON THE SOUTH SIDE OF THE CANAL AND PROCEED EAST FOR
 DV1717'1400 FT (426.7 METERS) TO THE MARK, 3.5 FT (1.07 METERS) SOUTH OF THE
 DV1717'SOUTH EDGE OF THE CANAL, 39.6 FT (12.07 METERS) EAST OF STATION SALT,
 DV1717'A A STANDARD AZDT ALUMINIUM CAP SET IN A CONCRETE POST 6.0 INCHES
 DV1717'(6.15 METERS) BELOW SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1715 ***********************************************************************
 DV1715  DESIGNATION -  SALT RM 2
 DV1715  PID         -  DV1715
 DV1715  STATE/COUNTY-  AZ/MARICOPA
 DV1715  USGS QUAD   -  EL MIRAGE (1982)
 DV1715
 DV1715                         *CURRENT SURVEY CONTROL
 DV1715  ___________________________________________________________________
 DV1715* NAD 83(1992)-  33 31 22.89919(N)    112 16 04.20672(W)     NO CHECK  
 DV1715* NAVD 88     -       323.595  (meters)    1061.66   (feet)  ADJUSTED  
 DV1715  ___________________________________________________________________
 DV1715  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 DV1715  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV1715  DYNAMIC HT  -         323.214 (meters)    1060.41  (feet)  COMP
 DV1715  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 DV1715
 DV1715  HORZ ORDER  -  SECOND
 DV1715  VERT ORDER  -  SECOND    CLASS I
 DV1715
 DV1715.The horizontal coordinates were established by classical geodetic methods
 DV1715.and adjusted by the National Geodetic Survey in August 1993.
 DV1715.No horizontal observational check was made to the station.
 DV1715
 DV1715.The orthometric height was determined by differential leveling
 DV1715.and adjusted in November 1993.
 DV1715
 DV1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1715
 DV1715.The geoid height was determined by GEOID03.
 DV1715
 DV1715.The dynamic height is computed by dividing the NAVD 88
 DV1715.geopotential number by the normal gravity value computed on the
 DV1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1715.degrees latitude (g = 980.6199 gals.).
 DV1715
 DV1715.The modeled gravity was interpolated from observed gravity values.
 DV1715
 DV1715;                    North         East     Units Scale Factor Converg.
 DV1715;SPC AZ C     -   279,809.476   180,740.351   MT  0.99991311   -0 11 38.2
 DV1715;SPC AZ C     -   918,010.09    592,980.15   iFT  0.99991311   -0 11 38.2
 DV1715;UTM  12      - 3,709,991.741   382,264.065   MT  0.99977089   -0 42 01.0
 DV1715
 DV1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1715!SPC AZ C     -   0.99995395  x   0.99991311  =   0.99986707
 DV1715!UTM  12      -   0.99995395  x   0.99977089  =   0.99972485
 DV1715
 DV1715                          SUPERSEDED SURVEY CONTROL
 DV1715
 DV1715  NAD 83(1986)-  33 31 22.89388(N)    112 16 04.21315(W) AD(       ) 2
 DV1715  NGVD 29 (11/30/89)  323.0    (m)         1060.     (f) LEVELING    3  
 DV1715
 DV1715.Superseded values are not recommended for survey control.
 DV1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1715.See file dsdata.txt to determine how the superseded data were derived.
 DV1715
 DV1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8226409992(NAD 83)
 DV1715_MARKER: DR = REFERENCE MARK DISK
 DV1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1715_SP_SET: CONCRETE POST
 DV1715_STAMPING: SALT RM 2
 DV1715_MARK LOGO: AZDT  
 DV1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1715+STABILITY: SURFACE MOTION
 DV1715
 DV1715  HISTORY     - Date     Condition        Report By
 DV1715  HISTORY     - 1982     MONUMENTED       AZDT
 DV1715  HISTORY     - 1983     GOOD             AZDT
 DV1715
 DV1715                          STATION DESCRIPTION
 DV1715
 DV1715'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1715'6.84 KM (4.25 MI) NORTH FROM TOLLESON.
 DV1715'FROM INTERSTATE 10 AND 99TH AVENUE IN TOLLESON TRAVEL NORTH ALONG 99TH
 DV1715'AVENUE FOR 4.25 MI (6.84 KM) TO THE SALT RIVER PROJECTS GRAND CANAL,
 DV1715'THENCE TURN RIGHT ON THE SOUTH SIDE OF THE CANAL AND PROCEED EAST FOR
 DV1715'1400 FT (426.7 METERS) TO THE MARK, 3.5 FT (1.07 METERS) SOUTH OF THE
 DV1715'SOUTH EDGE OF THE CANAL, 40.3 (12.28 METERS) WEST OF STATION SALT, A
 DV1715'STANDARD AZDT ALUMINIUM CAP SET IN CONCRETE POST 6.0 INCHES
 DV1715'(0.15 METERS) BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1113 ***********************************************************************
 ET1113  DESIGNATION -  SALVAGE
 ET1113  PID         -  ET1113
 ET1113  STATE/COUNTY-  AZ/MOHAVE
 ET1113  USGS QUAD   -  HIBERNIA PEAK (1972)
 ET1113
 ET1113                         *CURRENT SURVEY CONTROL
 ET1113  ___________________________________________________________________
 ET1113* NAD 83(1992)-  34 59 17.52208(N)    113 46 56.95201(W)     ADJUSTED  
 ET1113* NAVD 88     -      1344.3    (meters)    4410.     (feet)  VERTCON   
 ET1113  ___________________________________________________________________
 ET1113  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 ET1113  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 ET1113  HORZ ORDER  -  SECOND
 ET1113
 ET1113.The horizontal coordinates were established by classical geodetic methods
 ET1113.and adjusted by the National Geodetic Survey in August 1993.
 ET1113
 ET1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1113
 ET1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1113
 ET1113.The geoid height was determined by GEOID03.
 ET1113
 ET1113;                    North         East     Units Scale Factor Converg.
 ET1113;SPC AZ W     -   442,280.540   210,394.123   MT  0.99993344   -0 01 07.1
 ET1113;SPC AZ W     - 1,451,051.64    690,269.43   iFT  0.99993344   -0 01 07.1
 ET1113;UTM  12      - 3,875,272.417   246,022.583   MT  1.00039507   -1 35 46.9
 ET1113
 ET1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1113!SPC AZ W     -   0.99979348  x   0.99993344  =   0.99972693
 ET1113!UTM  12      -   0.99979348  x   1.00039507  =   1.00018847
 ET1113
 ET1113:                Primary Azimuth Mark                     Grid Az
 ET1113:SPC AZ W     -  SALVAGE AZ MK                            138 14 22.5
 ET1113:UTM  12      -  SALVAGE AZ MK                            139 49 02.3
 ET1113
 ET1113|---------------------------------------------------------------------|
 ET1113| PID    Reference Object                     Distance      Geod. Az  |
 ET1113|                                                           dddmmss.s |
 ET1113| CH3278 SALVAGE AZ MK                                      1381315.4 |
 ET1113| CH3279 SALVAGE RM 1                          8.030 METERS 14843     |
 ET1113| ET1116 DIAMOND JOE PEAK                    APPROX.17.0 KM 1720546.5 |
 ET1113| CH3280 SALVAGE RM 2                          4.725 METERS 26530     |
 ET1113|---------------------------------------------------------------------|
 ET1113
 ET1113                          SUPERSEDED SURVEY CONTROL
 ET1113
 ET1113  NAD 83(1986)-  34 59 17.52357(N)    113 46 56.95776(W) AD(       ) 2
 ET1113  NAD 27      -  34 59 17.49500(N)    113 46 54.16100(W) AD(       ) 2
 ET1113  NGVD 29 (07/19/86) 1343.4    (m)         4407.     (f) VERT ANG    3  
 ET1113
 ET1113.Superseded values are not recommended for survey control.
 ET1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1113.See file dsdata.txt to determine how the superseded data were derived.
 ET1113
 ET1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4602375272(NAD 83)
 ET1113_MARKER: DS = TRIANGULATION STATION DISK
 ET1113_SETTING: 80 = SET IN A BOULDER
 ET1113_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET1113
 ET1113  HISTORY     - Date     Condition        Report By
 ET1113  HISTORY     - 1950     MONUMENTED       CGS
 ET1113  HISTORY     - 1955     GOOD             CGS
 ET1113  HISTORY     - 1972     GOOD             AZHD
 ET1113
 ET1113                          STATION DESCRIPTION
 ET1113
 ET1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1113'THE STATION IS LOCATED ON A PROMINENT RIDGE LYING IN AN
 ET1113'EAST-SOUTHEAST AND WEST-NORTHWEST DIRECTION ON THE EASTERN
 ET1113'SLOPE OF THE HUALPAI MOUNTAINS.  IT IS ABOUT 3.0 MILES NORTH
 ET1113'OF CANE SPRINGS WASH, ABOUT 11.0 MILES, AIRLINE, NORTHWEST OF
 ET1113'THE TROUT CREEK STORE, AND ABOUT 20.0 MILES, AIRLINE, SOUTHEAST
 ET1113'OF KINGMAN.  THE RIDGE, SPARSELY COVERED WITH LOW VEGETATION
 ET1113'AND LOOSE ROCKS, IS SURMOUNTED BY HIGHER RIDGES TO THE WEST
 ET1113'AND SLOPES EASTWARD TOWARD THE SANDY RIVER.
 ET1113'
 ET1113'THE STATION MARKS WERE SET IN 1948, BUT MEASUREMENTS WERE
 ET1113'NOT TAKEN UNTIL 1950.
 ET1113'
 ET1113'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 ET1113'A FLAT TOPPED BOULDER WHICH IS FLUSH WITH THE SURROUNDING
 ET1113'GROUND, IS STAMPED SALVAGE 1948.
 ET1113'
 ET1113'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1113'IN A BOULDER 2 FEET BY 2 FEET SQUARE AND PROJECTING 2 INCHES
 ET1113'ABOVE THE SURFACE OF THE GROUND, IS STAMPED SALVAGE NO 1 1948.
 ET1113'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 ET1113'
 ET1113'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 ET1113'HOLE IN A BOULDER 18 INCHES LONG BY 10 INCHES WIDE AND PROJECTING
 ET1113'1.0 INCH ABOVE THE SURFACE OF THE GROUND, IS STAMPED SALVAGE
 ET1113'NO 2 1948.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 ET1113'
 ET1113'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1113'IN A LARGE BOULDER 5 FEET LONG BY 3 FEET WIDE AND PROJECTING
 ET1113'1.0 FOOT ABOVE THE SURFACE OF THE GROUND, IS STAMPED SALVAGE
 ET1113'1948.  IT IS 11.0 FEET NORTH OF THE CENTER LINE OF THE TRACK
 ET1113'ROAD.
 ET1113'
 ET1113'TO REACH THE STATION FROM THE DEPOT IN KINGMAN DRIVE NORTHEAST
 ET1113'ON U.S. HIGHWAY 66 FOR 1.8 MILES TO A CROSSROAD INTERSECTION.
 ET1113'TURN RIGHT (SOUTH) OFF HIGHWAY, CROSS RAILROAD TRACKS, AND FOLLOW
 ET1113'BLADED ROAD 0.3 MILE TO A Y-INTERSECTION AND SIGN READING
 ET1113'PHOENIX-WICKENBURG-WIKIEUP.  TAKE LEFT FORK AND CONTINUE
 ET1113'BLADED ROAD 7.9 MILES TO A Y-INTERSECTION.  TAKE LEFT FORK AND
 ET1113'CONTINUE 0.6 MILE TO A FORK.  KEEP LEFT FORK, CROSSING A
 ET1113'CATTLE GUARD, AND CONTINUE 4.9 MILES TO A CROSSROAD.  KEEP
 ET1113'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 0.25 MILE TO A
 ET1113'Y-INTERSECTION AND SIGN READING, GOLD KING MINE.  TAKE LEFT
 ET1113'FORK AND CONTINUE 10.7 MILES TO A JUNCTION AND SIGN
 ET1113'READING, KINGMAN-HACKBERRY-WIKIEUP.  TURN RIGHT TOWARD
 ET1113'WIKIEUP AND CONTINUE 10.4 TO A BLADED ROAD RIGHT AT THE
 ET1113'HEATH MAIL BOX AND SIGN READING, H AND H MINING CO.  TURN
 ET1113'RIGHT ON THIS ROAD AND CONTINUE 2.0 MILES TO A GATE.  PASS
 ET1113'THROUGH GATE AND CONTINUE UP GRADE TO A POINT WHERE THE
 ET1113'BLADED ROAD TURNS LEFT OFF RIDGE, DOWN GRADE, TO ENTER
 ET1113'CANE SPRINGS WASH AND A TRACK ROAD CONTINUES STRAIGHT
 ET1113'AHEAD ALONG TOP OF RIDGE.  TAKE THE TRACK ROAD AND CONTINUE UP
 ET1113'THE RIDGE 2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 ET1113'CONTINUE STRAIGHT AHEAD 0.2 MILE TO THREE POSTS SET IN THE
 ET1113'GROUND IN A LOW SADDLE IN THE RIDGE AND END OF TRUCK
 ET1113'TRAVEL FOR 2-WHEEL DRIVEN TRUCKS.  FROM HERE PACK NORTH FOR
 ET1113'0.35 MILE TO HIGHEST POINT AND STATION.  A 4-WHEEL DRIVEN
 ET1113'TRUCK CAN BE DRIVEN TO THE STATION.
 ET1113
 ET1113                          STATION RECOVERY (1955)
 ET1113
 ET1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1113'RECOVERED
 ET1113'
 ET1113'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET1113'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ET1113'
 ET1113'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ET1113
 ET1113                          STATION RECOVERY (1972)
 ET1113
 ET1113'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1113'GENERAL LOCATION 20 MILES NNW OF WIKIEUP
 ET1113'
 ET1113'TO REACH FROM WIKIEUP GO N. ON HWY 93 17.1 MILES.  TURN
 ET1113'LEFT (W) AT T-INTERS. AND TAKE RIGHT FORK (PASSING UNDER
 ET1113'TRANSMISSION LINES) 4.4 MILES TAKE RIGHT FORK 2.8 MILES
 ET1113'TO AZIMUTH ON LEFT.  AND GO ANOTHER 0.55 MILES TO RIDGE AND
 ET1113'STATION 0.05 MILES TO RIGHT ON HIGHEST PART.
 ET1113'
 ET1113'STATION MARK STANDARD USC AND GS BRASS DISK
 ET1113'
 ET1113'REFERENCE MARKS IN AND GOOD
 ET1113'
 ET1113'AZIMUTH MARK 40 FT SOUTH OF CENTERLINE OF ROADWAY ABOUT
 ET1113'15 FT HIGHER THAN ROADWAY ON EAST END OF VERY SMALL KNOLL.
 ET1113'(GOOD CONDITION)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0503 ***********************************************************************
 GO0503  DESIGNATION -  SAM ET
 GO0503  PID         -  GO0503
 GO0503  STATE/COUNTY-  AZ/APACHE
 GO0503  USGS QUAD   -  SONSELA BUTTES (1983)
 GO0503
 GO0503                         *CURRENT SURVEY CONTROL
 GO0503  ___________________________________________________________________
 GO0503* NAD 83(1992)-  36 06 21.12163(N)    109 03 35.34472(W)     ADJUSTED  
 GO0503* NAVD 88     -      2727.8    (meters)    8949.     (feet)  VERTCON   
 GO0503  ___________________________________________________________________
 GO0503  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 GO0503  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 GO0503  HORZ ORDER  -  THIRD
 GO0503
 GO0503.The horizontal coordinates were established by classical geodetic methods
 GO0503.and adjusted by the National Geodetic Survey in August 1993.
 GO0503
 GO0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0503
 GO0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0503
 GO0503.The geoid height was determined by GEOID03.
 GO0503
 GO0503;                    North         East     Units Scale Factor Converg.
 GO0503;SPC AZ E     -   566,826.001   313,015.948   MT  1.00002233   +0 39 08.3
 GO0503;SPC AZ E     - 1,859,665.36  1,026,955.21   iFT  1.00002233   +0 39 08.3
 GO0503;SPC NM W     -   566,964.722   719,570.216   MT  1.00006688   -0 43 22.1
 GO0503;SPC NM W     - 1,860,116.76  2,360,789.95   sFT  1.00006688   -0 43 22.1
 GO0503;UTM  12      - 3,997,433.585   674,640.265   MT  0.99997581   +1 08 37.0
 GO0503
 GO0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0503!SPC AZ E     -   0.99957513  x   1.00002233  =   0.99959745
 GO0503!SPC NM W     -   0.99957513  x   1.00006688  =   0.99964198
 GO0503!UTM  12      -   0.99957513  x   0.99997581  =   0.99955095
 GO0503
 GO0503:                Primary Azimuth Mark                     Grid Az
 GO0503:SPC AZ E     -  WASHINGTON                               098 55 30.8
 GO0503:SPC NM W     -  WASHINGTON                               100 18 01.2
 GO0503:UTM  12      -  WASHINGTON                               098 26 02.1
 GO0503
 GO0503|---------------------------------------------------------------------|
 GO0503| PID    Reference Object                     Distance      Geod. Az  |
 GO0503|                                                           dddmmss.s |
 GO0503| GO0440 WASHINGTON                          APPROX.18.4 KM 0993439.1 |
 GO0503|---------------------------------------------------------------------|
 GO0503
 GO0503                          SUPERSEDED SURVEY CONTROL
 GO0503
 GO0503  NAD 83(1986)-  36 06 21.12842(N)    109 03 35.34222(W) AD(       ) 3
 GO0503  NAD 27      -  36 06 21.10126(N)    109 03 32.99312(W) AD(       ) 3
 GO0503  NGVD 29 (07/19/86) 2726.7    (m)         8946.     (f) VERT ANG    3  
 GO0503
 GO0503.Superseded values are not recommended for survey control.
 GO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0503.See file dsdata.txt to determine how the superseded data were derived.
 GO0503
 GO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7464097434(NAD 83)
 GO0503_MARKER: DD = SURVEY DISK
 GO0503_SETTING: 66 = SET IN ROCK OUTCROP
 GO0503_SP_SET: SET IN ROCK OUTCROP
 GO0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0503+STABILITY: POSITION/ELEVATION WELL
 GO0503
 GO0503  HISTORY     - Date     Condition        Report By
 GO0503  HISTORY     - 1966     MONUMENTED       USGS
 GO0503
 GO0503                          STATION DESCRIPTION
 GO0503
 GO0503'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GO0503'STATION IS LOCATED APPROXIMATELY 24 MI. (AIRLINE) N. AT FORT DEFIANCE,
 GO0503'APPROXIMATELY 15 MI. (AIRLINE) NE. OF SAWMILL ON A SMALL TOP THAT IS
 GO0503'ON THE E. SHOULDER OF THE E. ONE OF TWO BUTTES CALLED SONSELA BUTTES.
 GO0503'THE TOP HAS CLIFFS ON ALL SIDES AND IS ABOUT 50 FT. LOWER THAN THE
 GO0503'MAIN BUTTE.  THE STATION WAS REACHED BY HELICOPTER.
 GO0503'
 GO0503'STATION MARK--USGS TABLET STAMPED ---SAM ET 1966---, SET IN A ROCK
 GO0503'OUTCROP ON THE HIGHEST POINT OF TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1083 ***********************************************************************
 CG1083  DESIGNATION -  SAMANIEGO
 CG1083  PID         -  CG1083
 CG1083  STATE/COUNTY-  AZ/PIMA
 CG1083  USGS QUAD   -  SAMANIEGO PEAK (1981)
 CG1083
 CG1083                         *CURRENT SURVEY CONTROL
 CG1083  ___________________________________________________________________
 CG1083* NAD 83(1992)-  31 54 41.35019(N)    111 12 01.10157(W)     ADJUSTED  
 CG1083* NAVD 88     -      1829.8    (meters)    6003.     (feet)  VERTCON   
 CG1083  ___________________________________________________________________
 CG1083  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 CG1083  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG1083  HORZ ORDER  -  FIRST
 CG1083
 CG1083.The horizontal coordinates were established by classical geodetic methods
 CG1083.and adjusted by the National Geodetic Survey in August 1993.
 CG1083
 CG1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1083
 CG1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1083
 CG1083.The geoid height was determined by GEOID03.
 CG1083
 CG1083;                    North         East     Units Scale Factor Converg.
 CG1083;SPC AZ C     -   101,276.947   281,110.129   MT  0.99995659   +0 22 43.3
 CG1083;SPC AZ C     -   332,273.45    922,277.33   iFT  0.99995659   +0 22 43.3
 CG1083;UTM  12      - 3,530,642.170   481,061.858   MT  0.99960442   -0 06 21.2
 CG1083
 CG1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1083!SPC AZ C     -   0.99971740  x   0.99995659  =   0.99967400
 CG1083!UTM  12      -   0.99971740  x   0.99960442  =   0.99932193
 CG1083
 CG1083|---------------------------------------------------------------------|
 CG1083| PID    Reference Object                     Distance      Geod. Az  |
 CG1083|                                                           dddmmss.s |
 CG1083| CH5382 SAMANIEGO RM 1                       18.060 METERS 00633     |
 CG1083| CH5380 SAMANIEGO RM 3 AZIMUTH                             0282831.0 |
 CG1083| CZ1972 BLACK HILLS                         APPROX.23.6 KM 0342659.7 |
 CG1083| CZ1976 SAN XAVIER MISSION                  APPROX.28.3 KM 0395424.4 |
 CG1083| CG1075 HELMET PEAK MINERAL HILL            APPROX.12.8 KM 0612403.9 |
 CG1083| CH5381 SAMANIEGO RM                         17.374 METERS 10730     |
 CG1083| CH5383 SAMANIEGO RM 2                       19.910 METERS 10731     |
 CG1083| CZ2001 COYOTE MOUNTAIN                     APPROX.33.1 KM 2880714.3 |
 CG1083| CZ1985 LONE CONE                           APPROX.31.8 KM 3010635.9 |
 CG1083|---------------------------------------------------------------------|
 CG1083
 CG1083                          SUPERSEDED SURVEY CONTROL
 CG1083
 CG1083  NAD 83(1986)-  31 54 41.34437(N)    111 12 01.09919(W) AD(       ) 1
 CG1083  NAD 27      -  31 54 41.05100(N)    111 11 58.74600(W) AD(       ) 1
 CG1083  NGVD 29 (07/19/86) 1828.9    (m)         6000.     (f) VERT ANG    3  
 CG1083
 CG1083.Superseded values are not recommended for survey control.
 CG1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1083.See file dsdata.txt to determine how the superseded data were derived.
 CG1083
 CG1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA8106230642(NAD 83)
 CG1083
 CG1083  HISTORY     - Date     Condition        Report By
 CG1083  HISTORY     - 1920     MONUMENTED       USGS
 CG1083  HISTORY     - 1935     GOOD             CGS
 CG1083  HISTORY     - 1978     GOOD             AZDT
 CG1083
 CG1083                          STATION DESCRIPTION
 CG1083
 CG1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG1083'ABOUT 26 MILES, AIR LINE, SOUTHWEST OF TUCSON, ON THE SUMMIT OF A
 CG1083'PROMINENT PEAK IN THE NORTHEASTERN PART OF THE SIERRITA MOUNTAINS.
 CG1083'THIS IS NOT THE HIGHEST PEAK OF THE RANGE AS THERE ARE SEVERAL
 CG1083'PEAKS AS HIGH OR HIGHER LOCATED TO THE SOUTH-WESTWARD.  MARKED
 CG1083'BY A STANDARD U.S. GEOLOGICAL SURVEY DISK.  REFERENCE MARK NO. 1,
 CG1083'A STANDARD BRONZE REFERENCE DISK, IS 18.06 METERS
 CG1083'(59.3 FEET) (SLOPE) FROM STATION N 6 DEG 33 MIN E.
 CG1083'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1083'IS 19.91 METERS (65.3 FEET) (SLOPE) FROM STATION N 72 DEG
 CG1083'29 MIN W. AZIMUTH MARK (REFERENCE MARK NO. 3),
 CG1083'IS ONE-HALF MILE FROM STATION N 28 DEG 29 MIN E.
 CG1083
 CG1083                          STATION RECOVERY (1978)
 CG1083
 CG1083'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CG1083'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE WAS NO INFORMATION
 CG1083'CONCERNING THE REFERENCE MARKS, AZIMUTH MARK OR PACKING TIME TO THE
 CG1083'STATION.
 CG1083'
 CG1083'TO REACH THE STATION FROM ROBLES JUNCTION TRAVEL NORTHEAST ALONG SR.86
 CG1083'FOR 3.1 MILES TO SIERRITA MOUNTAIN ROAD.  TURN RIGHT AND GO SOUTH FOR
 CG1083'9.7 MILES TO A CATTLEGUARD, CONTINUE AHEAD FOR 0.6 MILE TO A ROAD
 CG1083'JUNCTION.  TURN LEFT AND GO SOUTHEAST FOR 1.6 MILES TO A CATTLEGUARD
 CG1083'CONTINUE AHEAD ON THE MAIN TRAVELED ROAD FOR 0.8 MILE TO A FORK.  TAKE
 CG1083'LEFT FORK FOR 0.9 MILE TO ANOTHER FORK, TAKE THE LEFT FORK FOR 1.5
 CG1083'MILES TO A FORK TURN RIGHT TO THE END OF TRUCK TRAVEL.  PACK UP WASH
 CG1083'TO THE EAST TO A SADDLE THEN SOUTH ALONG RIDGE TO THE HIGHEST POINT
 CG1083'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1644 ***********************************************************************
 CZ1644  DESIGNATION -  SAN
 CZ1644  PID         -  CZ1644
 CZ1644  STATE/COUNTY-  AZ/PINAL
 CZ1644  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1644
 CZ1644                         *CURRENT SURVEY CONTROL
 CZ1644  ___________________________________________________________________
 CZ1644* NAD 83(1992)-  32 35 58.44382(N)    110 53 29.92001(W)     ADJUSTED  
 CZ1644* NAVD 88     -      1112.15   (+/-2cm)    3648.8    (feet)  VERTCON   
 CZ1644  ___________________________________________________________________
 CZ1644  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 CZ1644  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CZ1644  HORZ ORDER  -  SECOND
 CZ1644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1644
 CZ1644.The horizontal coordinates were established by classical geodetic methods
 CZ1644.and adjusted by the National Geodetic Survey in August 1993.
 CZ1644
 CZ1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1644.The vertical order pertains to the NGVD 29 superseded value.
 CZ1644
 CZ1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1644
 CZ1644.The geoid height was determined by GEOID03.
 CZ1644
 CZ1644;                    North         East     Units Scale Factor Converg.
 CZ1644;SPC AZ C     -   177,811.395   309,574.534   MT  1.00001412   +0 33 08.2
 CZ1644;SPC AZ C     -   583,370.72  1,015,664.48   iFT  1.00001412   +0 33 08.2
 CZ1644;UTM  12      - 3,606,901.587   510,167.603   MT  0.99960127   +0 03 30.2
 CZ1644
 CZ1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1644!SPC AZ C     -   0.99982987  x   1.00001412  =   0.99984399
 CZ1644!UTM  12      -   0.99982987  x   0.99960127  =   0.99943121
 CZ1644
 CZ1644|---------------------------------------------------------------------|
 CZ1644| PID    Reference Object                     Distance      Geod. Az  |
 CZ1644|                                                           dddmmss.s |
 CZ1644| CZ1648 SANTA                               398.562 METERS 10805     |
 CZ1644| CZ1645 SAN RM 1                              9.017 METERS 21858     |
 CZ1644| CZ1922 FALCON                              APPROX.13.1 KM 2582339.5 |
 CZ1644| CZ1646 SAN RM 2                              9.215 METERS 31347     |
 CZ1644|---------------------------------------------------------------------|
 CZ1644
 CZ1644                          SUPERSEDED SURVEY CONTROL
 CZ1644
 CZ1644  NAD 83(1986)-  32 35 58.44067(N)    110 53 29.91575(W) AD(       ) 2
 CZ1644  NAD 27      -  32 35 58.18100(N)    110 53 27.54690(W) AD(       ) 2
 CZ1644  NGVD 29 (??/??/92) 1111.42   (m)         3646.4    (f) COMPUTED    2 0
 CZ1644
 CZ1644.Superseded values are not recommended for survey control.
 CZ1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1644.See file dsdata.txt to determine how the superseded data were derived.
 CZ1644
 CZ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1016806902(NAD 83)
 CZ1644_MARKER: DS = TRIANGULATION STATION DISK
 CZ1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1644+STABILITY: SURFACE MOTION
 CZ1644
 CZ1644  HISTORY     - Date     Condition        Report By
 CZ1644  HISTORY     - 1962     MONUMENTED       CGS
 CZ1644  HISTORY     - 1977     GOOD             NGS
 CZ1644  HISTORY     - 1983     GOOD             AZDT
 CZ1644
 CZ1644                          STATION DESCRIPTION
 CZ1644
 CZ1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1644'THE STATION IS LOCATED ABOUT 26 MILES NORTH OF TUCSON, 7
 CZ1644'MILES WEST OF ORACLE, 4 MILES NORTHEAST OF ORACLE JUNCTION,
 CZ1644'AND 3/4 MILE NORTH OF STATE HIGHWAY 77, ON A LOW, FLAT RIDGE
 CZ1644'DOTTED WITH BRUSH AND CACTUS, RUNNING EAST-NORTHEAST TO
 CZ1644'SOUTH-SOUTHWEST, BETWEEN TWO FAIRLY DEEP WASHES.
 CZ1644'
 CZ1644'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CZ1644'80, 89 AND STATE HIGHWAYS 77, 789 AT ORACLE JUNCTION, GO
 CZ1644'NORTHEAST ON STATE HIGHWAY 77 FOR 3.8 MILES TO A PAVED SIDE
 CZ1644'ROAD ON THE LEFT.  CONTINUE NORTHEAST 1.0 MILE TO A GRADED GRAVEL
 CZ1644'ROAD ON THE LEFT.  (WILLOW SPRINGS RANCH ROAD) TURN LEFT, CROSS
 CZ1644'CATTLE GUARD, AND GO NORTH 0.3 MILE TO A FORK.  TAKE THE
 CZ1644'LEFT FORK AND GO WEST ON THE TRACK ROAD 0.45 MILE TO A FORK.
 CZ1644'TAKE THE LEFT FORK AND CONTINUE SOUTHWEST 0.55 MILE TO AN
 CZ1644'EARTHEN DAM.  TURN NORTH 100 YARDS ACROSS THE HEAD OF A SMALL
 CZ1644'WASH THEN TURN LEFT AND GO WEST, ACROSS COUNTRY, 0.5 MILE
 CZ1644'DOWN THE RIDGE TO THE STATION.
 CZ1644'
 CZ1644'THE STATION MARK, A STANDARD DISK STAMPED SAN 1962 CEMENTED
 CZ1644'IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 CZ1644'PROJECTING 10 INCHES ABOVE GROUND, IS 5.2 FEET SOUTH-SOUTHWEST
 CZ1644'OF A METAL WITNESS SIGN.
 CZ1644'
 CZ1644'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED SAN NO
 CZ1644'1 1962 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 CZ1644'CONCRETE MONUMENT PROJECTING 10 INCHES ABOVE GROUND, IS AT THE
 CZ1644'SAME ELEVATION AS THE STATION.
 CZ1644'
 CZ1644'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED SAN NO
 CZ1644'2 1962 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 CZ1644'CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE GROUND, IS AT
 CZ1644'THE SAME ELEVATION AS THE STATION.  IT IS AT THE NORTH EDGE OF
 CZ1644'A 10-FOOT-DIAMETER SANDY AREA IN THE GRASS.
 CZ1644
 CZ1644                          STATION RECOVERY (1977)
 CZ1644
 CZ1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1644'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CZ1644'FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  SAN CAN ALSO
 CZ1644'BE REACHED FROM STATION SANTA BY DRIVING ACROSS COUNTRY FOR 0.40
 CZ1644'MILES AS THE TWO STATIONS ARE INTERVISIBLE.
 CZ1644'
 CZ1644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 CZ1644'ORACLE.
 CZ1644'
 CZ1644'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1644
 CZ1644                          STATION RECOVERY (1983)
 CZ1644
 CZ1644'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1644'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE OLD
 CZ1644'ROUTE TO THE STATION IS ON POSTED LAND AND A NEW ROUTE TO THE STATION
 CZ1644'FOLLOWS.
 CZ1644'
 CZ1644'TO REACH THE STATION FROM ORACLE JUNCTION TRAVEL NORTHEAST ALONG STATE
 CZ1644'ROUTE 77 FOR 3.85 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND TRAVEL
 CZ1644'ABOUT 200 FEET TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT FOR ABOUT 0.1
 CZ1644'MILE AND BEAR LEFT, CROSS A SMALL WASH AND TRAVEL ABOUT 0.1 MILE TO
 CZ1644'THE TOP OF A RIDGE AND STATION SANTA WHICH IS ABOUT 150 FEET FROM A
 CZ1644'FENCE CORNER.  DRIVE OR PACK ABOUT 1/3 MILE ACROSS COUNTRY TO THE
 CZ1644'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU1047 ***********************************************************************
 EU1047  DESIGNATION -  SAN
 EU1047  PID         -  EU1047
 EU1047  STATE/COUNTY-  AZ/MOHAVE
 EU1047  USGS QUAD   -  NEEDLES NE (1970)
 EU1047
 EU1047                         *CURRENT SURVEY CONTROL
 EU1047  ___________________________________________________________________
 EU1047* NAD 83(1992)-  34 54 35.17587(N)    114 35 52.34004(W)     ADJUSTED  
 EU1047* NAVD 88     -       146.61   (+/-2cm)     481.0    (feet)  VERTCON   
 EU1047  ___________________________________________________________________
 EU1047  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 EU1047  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 EU1047  HORZ ORDER  -  THIRD
 EU1047  VERT ORDER  -  THIRD ? (See Below)
 EU1047
 EU1047.The horizontal coordinates were established by classical geodetic methods
 EU1047.and adjusted by the National Geodetic Survey in August 1993.
 EU1047
 EU1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU1047.The vertical order pertains to the NGVD 29 superseded value.
 EU1047
 EU1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU1047
 EU1047.The geoid height was determined by GEOID03.
 EU1047
 EU1047;                    North         East     Units Scale Factor Converg.
 EU1047;SPC AZ W     -   433,907.797   135,878.609   MT  1.00000730   -0 29 06.9
 EU1047;SPC AZ W     - 1,423,582.01    445,795.96   iFT  1.00000730   -0 29 06.9
 EU1047;SPC CA 5     -   661,639.976 2,310,832.175   MT  0.99992595   +1 56 21.3
 EU1047;SPC CA 5     - 2,170,730.49  7,581,455.23   sFT  0.99992595   +1 56 21.3
 EU1047;SPC NV E     - 8,018,166.045   290,052.119   MT  0.99999992   +0 33 50.4
 EU1047;SPC NV E     -26,306,266.43    951,612.66   sFT  0.99999992   +0 33 50.4
 EU1047;UTM  11      - 3,865,670.780   719,460.841   MT  1.00019364   +1 22 30.9
 EU1047
 EU1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU1047!SPC AZ W     -   0.99998181  x   1.00000730  =   0.99998911
 EU1047!SPC CA 5     -   0.99998181  x   0.99992595  =   0.99990776
 EU1047!SPC NV E     -   0.99998181  x   0.99999992  =   0.99998173
 EU1047!UTM  11      -   0.99998181  x   1.00019364  =   1.00017545
 EU1047
 EU1047|---------------------------------------------------------------------|
 EU1047| PID    Reference Object                     Distance      Geod. Az  |
 EU1047|                                                           dddmmss.s |
 EU1047| CC6423 SAN RM 1                             25.776 METERS 00243     |
 EU1047| EU1048 T18N R22W SECS 26 27 34 35           12.584 METERS 14106     |
 EU1047| CC6422 SAN AZ MK                                          1775019.9 |
 EU1047| CC6424 SAN RM 2                             25.996 METERS 18243     |
 EU1047| EU1071 HILL RESET                          APPROX. 6.8 KM 2634934.5 |
 EU1047|---------------------------------------------------------------------|
 EU1047
 EU1047                          SUPERSEDED SURVEY CONTROL
 EU1047
 EU1047  NAD 83(1986)-  34 54 35.18271(N)    114 35 52.34336(W) AD(       ) 3
 EU1047  NAD 27      -  34 54 35.17169(N)    114 35 49.46728(W) AD(       ) 3
 EU1047  NGVD 29 (07/19/86)  145.96   (m)          478.9    (f) LEVELING    3  
 EU1047
 EU1047.Superseded values are not recommended for survey control.
 EU1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU1047.See file dsdata.txt to determine how the superseded data were derived.
 EU1047
 EU1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1946165671(NAD 83)
 EU1047_MARKER: DS = TRIANGULATION STATION DISK
 EU1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU1047
 EU1047  HISTORY     - Date     Condition        Report By
 EU1047  HISTORY     - 1964     MONUMENTED       CGS
 EU1047  HISTORY     - 1976     GOOD             AZ-015
 EU1047
 EU1047                          STATION DESCRIPTION
 EU1047
 EU1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU1047'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTH AND 1 MILE EAST OF
 EU1047'NEEDLES, CALIFORNIA ON ROAD RIGHT-OF-WAY PROPERTY IN THE SOUTHEAST
 EU1047'1/4 OF SEC. 27, R22W, T18N.
 EU1047'
 EU1047'TO REACH THE STATION FROM THE JUNCTION OF FRONT STREET AND H STREET
 EU1047'AT THE NORTHEAST CORNER OF THE NEEDLES CITY HALL, GO NORTH ON H
 EU1047'STREET CROSSING RAILROAD TRACKS FOR 0.1 MILE TO A T-INTERSECTION
 EU1047'AND GOLF COURSE TO THE NORTH.  TURN RIGHT AND GO EASTERLY ON
 EU1047'GRAVELED ROAD FOR 0.4 MILE TO A T-INTERSECTION ON TOP OF A LEVEE.
 EU1047'TURN RIGHT AND GO EASTERLY ON HARD SURFACED ROAD FOR 1.1 MILE TO
 EU1047'A T-INTERSECTION JUST AFTER CROSSING RIVER BRIDGE.  TURN LEFT AND
 EU1047'GO NORTHERLY ON HARD SURFACED ROAD FOR 1.15 MILES TO A Y-FORK.
 EU1047'KEEP RIGHT FORK AND GO NORTH ON HARD SURFACED ROAD FOR 4.15
 EU1047'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, NORTH,
 EU1047'ON HARD SURFACE ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 EU1047'
 EU1047'THE STATION IS A STANDARD DISK STAMPED SAN 1964, SET IN THE TOP OF
 EU1047'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 EU1047'THE SURFACE OF THE GROUND.  IT IS 46 FEET WEST-NORTHWEST OF THE
 EU1047'CENTER OF A T-INTERSECTION, 4.8 FEET EAST OF THE WEST RIGHT-OF-WAY
 EU1047'FENCE, AND 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH
 EU1047'SIGN.
 EU1047'
 EU1047'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SAN NO 1 1964, SET
 EU1047'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EU1047'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET WEST OF
 EU1047'THE CENTER OF A NORTH-SOUTH BLACK TOP ROAD, 8.8 FEET EAST OF THE
 EU1047'WEST RIGHT-OF-WAY FENCE, AND 2.3 FEET SOUTHWEST OF A POWERLINE
 EU1047'POLE.
 EU1047'
 EU1047'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SAN NO 2 1964, SET IN
 EU1047'THE TOP OF A 12-INCH SQURE CONCRETE MONUMENT WHICH PROJECTS 3
 EU1047'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 36 FEET WEST OF
 EU1047'THE CENTER OF A NORTH-SOUTH BLACK TOP ROAD, AND 1 FOOT EAST OF
 EU1047'THE WEST RIGHT-OF-WAY FENCE.
 EU1047'
 EU1047'A TIE WAS MADE TO A CADASTRAL SURVEY MARK OF THE U.S. DEPT. OF THE
 EU1047'INTERIOR, BUREAU OF LAND MANAGEMENT.  THE MARK IS A STANDARD
 EU1047'CADASTRAL SURVEY DISK STAMPED T18N R22W S27 S26 S34 S35 1962,
 EU1047'CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE AT THE CENTER OF A
 EU1047'T-INTERSECTION AND IS SET 1 INCH BELOW THE SURFACE OF THE GROUND.
 EU1047'IT IS 5 FEET WEST OF THE CENTER OF A NORTH-SOUTH BLACK TOP ROAD.
 EU1047'
 EU1047'AZIMUTH MARK IS A STANDARD DISK STAMPED SAN 1964, SET IN THE TOP
 EU1047'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE
 EU1047'THE SURFACE OF THE GROUND.  IT IS 27 FEET EAST OF THE CENTER OF A
 EU1047'NORTH-SOUTH BLACK TOP ROAD, AND 1.8 FEET EAST OF A TELEPHONE POLE.
 EU1047
 EU1047                          STATION RECOVERY (1976)
 EU1047
 EU1047'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 1976 (JMK)
 EU1047'SAN 1964 FAIR, ERODING BADLY AND SUBJECT TO MOVEMENT.
 EU1047'
 EU1047'SAN NO 1 1964 GOOD
 EU1047'
 EU1047'SAN NO 2 1964 DESTROYED
 EU1047'
 EU1047'AZ. MARK SAN 1964 DESTROYED
 EU1047'
 EU1047'THIS STATION IS FAST BECOMING BLIND TO ALL FUTURE NEEDS (BUILDINGS,
 EU1047'ETC.) MAY WE PLEASE BE CONSIDERED IN THE ESTABLISHMENT OF A NEW
 EU1047'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1101 ***********************************************************************
 ET1101  CBN         -  This is a Cooperative Base Network Control Station.
 ET1101  DESIGNATION -  SAN
 ET1101  PID         -  ET1101
 ET1101  STATE/COUNTY-  AZ/MOHAVE
 ET1101  USGS QUAD   -  WIKIEUP (1967)
 ET1101
 ET1101                         *CURRENT SURVEY CONTROL
 ET1101  ___________________________________________________________________
 ET1101* NAD 83(2007)-  34 39 44.63908(N)    113 34 20.85388(W)     ADJUSTED  
 ET1101* NAVD 88     -       599.2    (meters)    1966.     (feet)  GPS OBS   
 ET1101  ___________________________________________________________________
 ET1101  EPOCH DATE  -        2007.00
 ET1101  X           -  -2,100,434.347 (meters)                     COMP
 ET1101  Y           -  -4,814,010.356 (meters)                     COMP
 ET1101  Z           -   3,607,448.727 (meters)                     COMP
 ET1101  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 ET1101  ELLIP HEIGHT-         570.101 (meters)          (02/10/07) ADJUSTED
 ET1101  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 ET1101
 ET1101  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET1101  Type    PID    Designation                      North   East  Ellip
 ET1101  -------------------------------------------------------------------
 ET1101  NETWORK ET1101 SAN                               0.45   0.35   3.94
 ET1101  -------------------------------------------------------------------
 ET1101
 ET1101.The horizontal coordinates were established by GPS observations
 ET1101.and adjusted by the National Geodetic Survey in February 2007.
 ET1101
 ET1101.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET1101.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET1101.The horizontal coordinates are valid at the epoch date displayed above.
 ET1101.The epoch date for horizontal control is a decimal equivalence
 ET1101.of Year/Month/Day.
 ET1101
 ET1101.The orthometric height was determined by GPS observations and a
 ET1101.high-resolution geoid model.
 ET1101
 ET1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET1101
 ET1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1101
 ET1101.The ellipsoidal height was determined by GPS observations
 ET1101.and is referenced to NAD 83.
 ET1101
 ET1101.The geoid height was determined by GEOID03.
 ET1101
 ET1101;                    North         East     Units Scale Factor Converg.
 ET1101;SPC AZ W     -   406,153.315   229,632.565   MT  0.99993660   +0 06 03.5
 ET1101;SPC AZ W     - 1,332,524.00    753,387.68   iFT  0.99993660   +0 06 03.5
 ET1101;UTM  12      - 3,838,616.423   264,270.589   MT  1.00028496   -1 27 49.4
 ET1101
 ET1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1101!SPC AZ W     -   0.99991052  x   0.99993660  =   0.99984712
 ET1101!UTM  12      -   0.99991052  x   1.00028496  =   1.00019545
 ET1101
 ET1101|---------------------------------------------------------------------|
 ET1101| PID    Reference Object                     Distance      Geod. Az  |
 ET1101|                                                           dddmmss.s |
 ET1101| CH3281 SAN RM 1                             10.839 METERS 04026     |
 ET1101| ET1105 SIGN                                APPROX. 7.2 KM 1422655.8 |
 ET1101| CH3282 SAN RM 2                              6.100 METERS 29320     |
 ET1101|---------------------------------------------------------------------|
 ET1101
 ET1101                          SUPERSEDED SURVEY CONTROL
 ET1101
 ET1101  NAD 83(1992)-  34 39 44.63864(N)    113 34 20.85472(W) AD(2000.35) A
 ET1101  ELLIP H (04/03/01)  570.115  (m)                       GP(2000.35) 1 1
 ET1101  NAD 83(1992)-  34 39 44.63969(N)    113 34 20.85386(W) AD(       ) 2
 ET1101  NAD 83(1986)-  34 39 44.63970(N)    113 34 20.86075(W) AD(       ) 2
 ET1101  NAD 27      -  34 39 44.58896(N)    113 34 18.09834(W) AD(       ) 2
 ET1101  NGVD 29 (07/19/86)  598.4    (m)         1963.     (f) VERT ANG    3  
 ET1101
 ET1101.Superseded values are not recommended for survey control.
 ET1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1101.See file dsdata.txt to determine how the superseded data were derived.
 ET1101
 ET1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6427138616(NAD 83)
 ET1101_MARKER: DD = SURVEY DISK
 ET1101_SETTING: 66 = SET IN ROCK OUTCROP
 ET1101_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET1101_STAMPING: SAN 1980
 ET1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET1101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1101+STABILITY: POSITION/ELEVATION WELL
 ET1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1101+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 ET1101
 ET1101  HISTORY     - Date     Condition        Report By
 ET1101  HISTORY     - 1980     MONUMENTED       AZDT
 ET1101  HISTORY     - 20000501 GOOD             CADT
 ET1101
 ET1101                          STATION DESCRIPTION
 ET1101
 ET1101'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1101'THE STATION IS LOCATED 22.5 MILES NORTHWEST OF BAGDAD, 4.5 MILES
 ET1101'SOUTHEAST OF WIKIEUP AND ABOUT 0.4 MILE EAST OF US HIGHWAY 93.
 ET1101'
 ET1101'THE STATION MARK IS AN ADOT DISK STAMPED, SAN 1980.  IT IS SET IN A
 ET1101'DRILL HOLE IN ROCK, 11 FEET NORTHWEST OF THE WITNESS POST.
 ET1101'
 ET1101'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, SAN RM 1 1980.  IT IS SET IN
 ET1101'A DRILL HOLE.
 ET1101'
 ET1101'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, SAN RM 2 1980.  IT IS SET IN
 ET1101'A DRILL HOLE.
 ET1101'
 ET1101'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTHEAST
 ET1101'ALONG US HIGHWAY 93 FOR 3.25 MILES TO A DIRT ROAD AND CATTLE GUARD ON
 ET1101'THE LEFT.  TURN LEFT AND TRAVEL EAST FOR 0.25 MILE TO A TRAIL ON THE
 ET1101'RIGHT.  TURN RIGHT ALONG TRAIL ROAD FOR 0.3 MILE TO THE TOP OF LOW
 ET1101'RIDGE AND STATION ABOUT 15 FEET NORTH OF TRAIL.
 ET1101
 ET1101                          STATION RECOVERY (2000)
 ET1101
 ET1101'RECOVERY NOTE BY CALTRANS 2000 (MEI)
 ET1101'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 ET1101'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 ET1101'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1869 ***********************************************************************
 CZ1869  DESIGNATION -  SAN
 CZ1869  PID         -  CZ1869
 CZ1869  STATE/COUNTY-  AZ/PINAL
 CZ1869  USGS QUAD   -  BRANDENBURG MTN (1972)
 CZ1869
 CZ1869                         *CURRENT SURVEY CONTROL
 CZ1869  ___________________________________________________________________
 CZ1869* NAD 83(1992)-  32 56 57.86382(N)    110 35 18.48967(W)     ADJUSTED  
 CZ1869* NAVD 88     -      1141.1    (meters)    3744.     (feet)  VERTCON   
 CZ1869  ___________________________________________________________________
 CZ1869  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 CZ1869  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CZ1869  HORZ ORDER  -  FIRST
 CZ1869
 CZ1869.The horizontal coordinates were established by classical geodetic methods
 CZ1869.and adjusted by the National Geodetic Survey in August 1993.
 CZ1869
 CZ1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1869
 CZ1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1869
 CZ1869.The geoid height was determined by GEOID03.
 CZ1869
 CZ1869;                    North         East     Units Scale Factor Converg.
 CZ1869;SPC AZ C     -   216,924.077   337,547.261   MT  1.00009010   +0 43 21.0
 CZ1869;SPC AZ C     -   711,693.17  1,107,438.52   iFT  1.00009010   +0 43 21.0
 CZ1869;UTM  12      - 3,645,753.315   538,465.541   MT  0.99961824   +0 13 25.8
 CZ1869
 CZ1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1869!SPC AZ C     -   0.99982524  x   1.00009010  =   0.99991532
 CZ1869!UTM  12      -   0.99982524  x   0.99961824  =   0.99944354
 CZ1869
 CZ1869|---------------------------------------------------------------------|
 CZ1869| PID    Reference Object                     Distance      Geod. Az  |
 CZ1869|                                                           dddmmss.s |
 CZ1869| CU8299 SAN RM 1                              9.855 METERS 10425     |
 CZ1869| CU8300 SAN RM 2                              8.028 METERS 19858     |
 CZ1869| CC8180 SAN AZ MK                                          3032958.6 |
 CZ1869|---------------------------------------------------------------------|
 CZ1869
 CZ1869                          SUPERSEDED SURVEY CONTROL
 CZ1869
 CZ1869  NAD 83(1986)-  32 56 57.86015(N)    110 35 18.48778(W) AD(       ) 1
 CZ1869  NAD 27      -  32 56 57.62200(N)    110 35 16.12600(W) AD(       ) 1
 CZ1869  NGVD 29 (07/19/86) 1140.4    (m)         3741.     (f) VERT ANG    3  
 CZ1869
 CZ1869.Superseded values are not recommended for survey control.
 CZ1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1869.See file dsdata.txt to determine how the superseded data were derived.
 CZ1869
 CZ1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3846645753(NAD 83)
 CZ1869_MARKER: DS = TRIANGULATION STATION DISK
 CZ1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1869
 CZ1869  HISTORY     - Date     Condition        Report By
 CZ1869  HISTORY     - 1948     MONUMENTED       CGS
 CZ1869
 CZ1869                          STATION DESCRIPTION
 CZ1869
 CZ1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 CZ1869'STATION IS LOCATED ABOUT 15 MILES NORTH OF MAMMOTH, 11 MILES
 CZ1869'EAST-SOUTHEAST OF WINKELMAN, AND JUST NORTH OF THE OLD SAN
 CZ1869'CARLOS TRAIL, 40 YARDS NORTH OF A TRACK ROAD, 8 FEET EAST
 CZ1869'OF A WHITE WITNESS POST, PROJECTS 2 INCHES, AND STAMPED--SAN
 CZ1869'1947.
 CZ1869'
 CZ1869'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1869'STATION, PROJECTS 4 INCHES AND STAMPED--SAN NO 1 1947.
 CZ1869'
 CZ1869'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1869'STATION, PROJECTS 2 INCHES, AND STAMPED--SAN NO 2 1947.
 CZ1869'
 CZ1869'AZIMUTH MARK IS 4 PACES SOUTHWEST OF TRACK ROAD LEADING TO
 CZ1869'STATION, 6 FEET SOUTHEAST OF WHITE WITNESS POST, PROJECTS
 CZ1869'2 INCHES, AND STAMPED SAN 1947.
 CZ1869'
 CZ1869'TO REACH FROM POST OFFICE IN WINKELMAN, GO SOUTHERLY ON
 CZ1869'STATE ROUTE 77 FOR 2.45 MILES TO A CATTLE GUARD.  CONTINUE
 CZ1869'FOR 0.35 MILE TO A SIDE ROAD LEFT AT SIGN ESKIMAZENE RANCH.
 CZ1869'TURN LEFT AND GO 0.2 MILE TO A FORK.  TAKE RIGHT FORK, MAIN
 CZ1869'TRAVELED ROAD, AND GO 5.9 MILES TO A FORK AT TOP OF HILL.
 CZ1869'TAKE LEFT FORK AND CONTINUE FOR 1.35 MILE TO A WIRE GATE.
 CZ1869'PASS THROUGH GATE AND CONTINUE FOR 0.95 MILE TO FORK--KEEP
 CZ1869'LEFT FORK, STRAIGHT AHEAD, AND GO DOWN HILL FOR 0.7 MILE TO
 CZ1869'DIM FORK.  KEEP RIGHT AND GO 0.1 MILE TO CONCRETE WATERING
 CZ1869'TROUGH ON RIGHT.  CONTINUE FOR 1.0 MILE TO OLD CORRAL ON THE
 CZ1869'LEFT.  CONTINUE ON DIM ROAD FOR 1.1 MILE TO A BOARD GATE.
 CZ1869'PASS THROUGH GATE AND OLLOW THE ROAD OUT RIDGE FOR 0.9
 CZ1869'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE--CONTINUE
 CZ1869'FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED ABOVE.  A DRIVE
 CZ1869'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2120 ***********************************************************************
 DU2120  DESIGNATION -  SAN
 DU2120  PID         -  DU2120
 DU2120  STATE/COUNTY-  AZ/MARICOPA
 DU2120  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2120
 DU2120                         *CURRENT SURVEY CONTROL
 DU2120  ___________________________________________________________________
 DU2120* NAD 83(1992)-  33 14 55.38464(N)    111 42 12.24871(W)     ADJUSTED  
 DU2120* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 DU2120  ___________________________________________________________________
 DU2120  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DU2120  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2120  HORZ ORDER  -  SECOND
 DU2120
 DU2120.The horizontal coordinates were established by classical geodetic methods
 DU2120.and adjusted by the National Geodetic Survey in August 1993.
 DU2120
 DU2120.The orthometric height was scaled from a topographic map.
 DU2120
 DU2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2120
 DU2120.The geoid height was determined by GEOID03.
 DU2120
 DU2120;                    North         East     Units Scale Factor Converg.
 DU2120;SPC AZ C     -   249,353.542   233,232.154   MT  0.99990487   +0 07 00.9
 DU2120;SPC AZ C     -   818,089.05    765,197.36   iFT  0.99990487   +0 07 00.9
 DU2120;UTM  12      - 3,679,080.921   434,475.397   MT  0.99965293   -0 23 08.4
 DU2120
 DU2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2120!SPC AZ C     -   0.99994070  x   0.99990487  =   0.99984557
 DU2120!UTM  12      -   0.99994070  x   0.99965293  =   0.99959365
 DU2120
 DU2120|---------------------------------------------------------------------|
 DU2120| PID    Reference Object                     Distance      Geod. Az  |
 DU2120|                                                           dddmmss.s |
 DU2120| CH5385 SAN RM 1                             13.908 METERS 08505     |
 DU2120| CH5384 SAN AZ MK                                          2684841.6 |
 DU2120| CH5386 SAN RM 2                             13.380 METERS 27423     |
 DU2120|---------------------------------------------------------------------|
 DU2120
 DU2120                          SUPERSEDED SURVEY CONTROL
 DU2120
 DU2120  NAD 83(1986)-  33 14 55.37875(N)    111 42 12.25193(W) AD(       ) 2
 DU2120  NAD 27      -  33 14 55.19200(N)    111 42 09.76700(W) AD(       ) 2
 DU2120
 DU2120.Superseded values are not recommended for survey control.
 DU2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2120.See file dsdata.txt to determine how the superseded data were derived.
 DU2120
 DU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3447579081(NAD 83)
 DU2120_MARKER: DS = TRIANGULATION STATION DISK
 DU2120_SETTING: 0 = UNSPECIFIED SETTING
 DU2120
 DU2120  HISTORY     - Date     Condition        Report By
 DU2120  HISTORY     - 1936     MONUMENTED       CGS
 DU2120  HISTORY     - 20040502 MARK NOT FOUND   GEOCAC
 DU2120  HISTORY     - 20061129 MARK NOT FOUND   GEOCAC
 DU2120
 DU2120                          STATION DESCRIPTION
 DU2120
 DU2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2120'ABOUT 8 MILES EAST AND 4 MILES SOUTH OF CHANDLER, AT A DESERT
 DU2120'CROSS ROADS AND SECTION CORNER 13-14-23-24, T. 2 S., R. 6 E.,
 DU2120'1 MILE EAST AND 1 MILE WEST OF GRADED ROADS, ABOUT 18 FEET
 DU2120'WEST OF A LONE SOUTHEAST FENCE CORNER.  STATION AND REFERENCE
 DU2120'MARKS ARE STANDARD BRONZE DISKS WELDED TO 3-FOOT PIPES
 DU2120'SET IN CONCRETE.  REFERENCE MARK NO. 1 IS 13.908 METERS
 DU2120'(45.63 FEET) FROM STATION N 85 DEG 05 MIN E.  REFERENCE
 DU2120'MARK NO. 2 IS 13.380 METERS (43.90 FEET) FROM STATION
 DU2120'N 85 DEG 57 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE
 DU2120'DISK, IS JUST NORTH OF DESERT ROAD, 3 FEET SOUTH
 DU2120'OF FENCE LINE AND 0.25 MILE FROM STATION S 88 DEG 49 MIN W.
 DU2120
 DU2120                          STATION RECOVERY (2004)
 DU2120
 DU2120'RECOVERY NOTE BY GEOCACHING 2004 (JMH)
 DU2120'SEARCHED THE AREA DESCIBED BUT WAS UNABLE TO LOCATE THE STATION, THE
 DU2120'REFERENCE POINTS, OR THE AZIMUTH MARK. THERE ARE REMNANTS OF A OLD
 DU2120'FENCE THERE BUT NOT ENOUGH TO DETERMINE 'A LONE SOUTHEAST FENCE
 DU2120'CORNER' AS DESCRIBED IN THE DESCRIPTION. THERE IS EVIDENCE OF
 DU2120'EXCAVATION AT AND NEAR THE SITE FOR CONSTRUCTION.
 DU2120
 DU2120                          STATION RECOVERY (2006)
 DU2120
 DU2120'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2120'MARK NOT RECOVERED. NO CHANGES SINCE LAST ENTRY. EARTHMOVING EQUIPMENT
 DU2120'HAS BEEN ACTIVE AT THIS LOCATION, AND THERE IS A FOUR TO FIVE FOOT
 DU2120'MOUND OF SOIL AT THE LOCATION OF THE MARK AS DETERMINED BY GPS (HH2)
 DU2120'READINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1304 ***********************************************************************
 DA1304  DESIGNATION -  SAN
 DA1304  PID         -  DA1304
 DA1304  STATE/COUNTY-  AZ/YUMA
 DA1304  USGS QUAD   -  BRYAN MOUNTAINS (1990)
 DA1304
 DA1304                         *CURRENT SURVEY CONTROL
 DA1304  ___________________________________________________________________
 DA1304* NAD 83(1992)-  32 18 26.83375(N)    113 22 45.78739(W)     ADJUSTED  
 DA1304* NAVD 88     -       547.4    (meters)    1796.     (feet)  VERTCON   
 DA1304  ___________________________________________________________________
 DA1304  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DA1304  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DA1304  HORZ ORDER  -  THIRD
 DA1304
 DA1304.The horizontal coordinates were established by classical geodetic methods
 DA1304.and adjusted by the National Geodetic Survey in August 1993.
 DA1304
 DA1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1304
 DA1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1304
 DA1304.The geoid height was determined by GEOID03.
 DA1304
 DA1304;                    North         East     Units Scale Factor Converg.
 DA1304;SPC AZ W     -   145,022.177   248,260.953   MT  0.99994835   +0 11 53.1
 DA1304;SPC AZ W     -   475,794.54    814,504.44   iFT  0.99994835   +0 11 53.1
 DA1304;UTM  12      - 3,577,002.423   275,979.712   MT  1.00021891   -1 16 20.0
 DA1304
 DA1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1304!SPC AZ W     -   0.99991918  x   0.99994835  =   0.99986754
 DA1304!UTM  12      -   0.99991918  x   1.00021891  =   1.00013808
 DA1304
 DA1304:                Primary Azimuth Mark                     Grid Az
 DA1304:SPC AZ W     -  CRISTOBAL                                061 00 33.2
 DA1304:UTM  12      -  CRISTOBAL                                062 28 46.3
 DA1304
 DA1304|---------------------------------------------------------------------|
 DA1304| PID    Reference Object                     Distance      Geod. Az  |
 DA1304|                                                           dddmmss.s |
 DA1304| DA1275 CRISTOBAL                           APPROX.10.0 KM 0611226.3 |
 DA1304|---------------------------------------------------------------------|
 DA1304
 DA1304                          SUPERSEDED SURVEY CONTROL
 DA1304
 DA1304  NAD 83(1986)-  32 18 26.81333(N)    113 22 45.79308(W) AD(       ) 3
 DA1304  NGVD 29 (06/20/88)  546.7    (m)         1794.     (f) VERT ANG    3  
 DA1304
 DA1304.Superseded values are not recommended for survey control.
 DA1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1304.See file dsdata.txt to determine how the superseded data were derived.
 DA1304
 DA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA7598077002(NAD 83)
 DA1304_MARKER: DS = TRIANGULATION STATION DISK
 DA1304_SETTING: 66 = SET IN ROCK OUTCROP
 DA1304_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1304+STABILITY: POSITION/ELEVATION WELL
 DA1304
 DA1304  HISTORY     - Date     Condition        Report By
 DA1304  HISTORY     - 1962     MONUMENTED       AMS
 DA1304
 DA1304                          STATION DESCRIPTION
 DA1304
 DA1304'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1304'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1304'
 DA1304'LOCATED ABOUT 36 MI SSE. OF DATELAND, 31 MI WSW. OF AJO.  ON PEAK
 DA1304'NEAR SOUTH END OF MOHAWK MOUNTAIN RANGE, ON HIGHEST POINT OF
 DA1304'MOUNTAIN.
 DA1304'
 DA1304'REACHED BY HELICOPTER.
 DA1304'
 DA1304'STATION MARK--USE DISK STAMPED---SAN ARMY MAP SERVICE 1962---,
 DA1304'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 DA1304'
 DA1304'RM 1--USE RM DISK STAMPED---SAN RM NO 1 ARMY MAP SERVICE 1962---,
 DA1304'CEMENTED IN DRILL HOLE IN GRANITE BOULDER, 7 FT LOWER THAN
 DA1304'STATION MARK.
 DA1304'
 DA1304'RM 2--USE RM DISK STAMPED---SAN RM NO 2 ARMY MAP SERVICE 1962---,
 DA1304'CEMENTED IN DRILL HOLE IN GRANITE BOULDER, 7 FT LOWER THAN
 DA1304'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1721 ***********************************************************************
 CZ1721  DESIGNATION -  SAN
 CZ1721  PID         -  CZ1721
 CZ1721  STATE/COUNTY-  AZ/PINAL
 CZ1721  USGS QUAD   -  MAMMOTH (1972)
 CZ1721
 CZ1721                         *CURRENT SURVEY CONTROL
 CZ1721  ___________________________________________________________________
 CZ1721* NAD 83(1992)-  32 44 31.73198(N)    110 37 52.45973(W)     ADJUSTED  
 CZ1721* NAVD 88     -       770.2    (meters)    2527.     (feet)  VERTCON   
 CZ1721  ___________________________________________________________________
 CZ1721  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CZ1721  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CZ1721  HORZ ORDER  -  THIRD
 CZ1721
 CZ1721.The horizontal coordinates were established by classical geodetic methods
 CZ1721.and adjusted by the National Geodetic Survey in August 1993.
 CZ1721
 CZ1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1721
 CZ1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1721
 CZ1721.The geoid height was determined by GEOID03.
 CZ1721
 CZ1721;                    North         East     Units Scale Factor Converg.
 CZ1721;SPC AZ C     -   193,888.993   333,827.750   MT  1.00007889   +0 41 43.1
 CZ1721;SPC AZ C     -   636,118.74  1,095,235.40   iFT  1.00007889   +0 41 43.1
 CZ1721;UTM  12      - 3,622,762.144   534,548.086   MT  0.99961472   +0 11 58.0
 CZ1721
 CZ1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1721!SPC AZ C     -   0.99988351  x   1.00007889  =   0.99996239
 CZ1721!UTM  12      -   0.99988351  x   0.99961472  =   0.99949827
 CZ1721
 CZ1721:                Primary Azimuth Mark                     Grid Az
 CZ1721:SPC AZ C     -  TABLE                                    048 13 49.7
 CZ1721:UTM  12      -  TABLE                                    048 43 34.8
 CZ1721
 CZ1721|---------------------------------------------------------------------|
 CZ1721| PID    Reference Object                     Distance      Geod. Az  |
 CZ1721|                                                           dddmmss.s |
 CZ1721| CZ1871 TABLE                               APPROX.13.9 KM 0485532.8 |
 CZ1721| CZ1745 SAN RM 1                              7.857 METERS 07706     |
 CZ1721| CZ1746 SAN RM 2                             15.169 METERS 22230     |
 CZ1721| CZ1722 TIGER MUN TANK                      APPROX. 6.4 KM 2315735.5 |
 CZ1721|---------------------------------------------------------------------|
 CZ1721
 CZ1721                          SUPERSEDED SURVEY CONTROL
 CZ1721
 CZ1721  NAD 83(1986)-  32 44 31.72942(N)    110 37 52.45656(W) AD(       ) 3
 CZ1721  NGVD 29 (05/20/88)  769.6    (m)         2525.     (f) VERT ANG    3  
 CZ1721
 CZ1721.Superseded values are not recommended for survey control.
 CZ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1721.See file dsdata.txt to determine how the superseded data were derived.
 CZ1721
 CZ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3454822762(NAD 83)
 CZ1721_MARKER: DD = SURVEY DISK
 CZ1721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1721_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CZ1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1721+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2007
 CZ1721
 CZ1721  HISTORY     - Date     Condition        Report By
 CZ1721  HISTORY     - 1946     MONUMENTED       USGS
 CZ1721  HISTORY     - 20070223 GOOD             GEOCAC
 CZ1721
 CZ1721                          STATION DESCRIPTION
 CZ1721
 CZ1721'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1721'LOCATED ABOUT 1.4 MI NE. OF MAMMOTH, ABOUT 0.9 MI E. OF SAN PEDRO
 CZ1721'RIVER.  ON NORTH SIDE OF RANCH RD. RUNNING E. ALONG RIDGE, ON
 CZ1721'NORTH EDGE OF LOW BLUFF.
 CZ1721'
 CZ1721'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, GO 0.7 MI E. ACROSS
 CZ1721'SAN PEDRO RIVER TO X-RD.  TURN LEFT AND GO 1.4 MI N. TO TRACK RD.
 CZ1721'UP WASH, TURN RIGHT UP WASH ABOUT 100 YDS THEN BEAR RIGHT ON
 CZ1721'TRACK RD. UP SLOPE OF RIDGE 0.5 MI TO STATION ON LEFT.
 CZ1721'
 CZ1721'STATION MARK--STANDARD TABLET STAMPED---SAN 1946---, WELDED TO TOP
 CZ1721'OF 2-1/2 INCH PIPE SET IN GROUND AND REINFORCED WITH CONCRETE, 12
 CZ1721'FT N. OF CENTER OF DIRT RD., 8 FT S. OF EDGE OF BLUFF.
 CZ1721'
 CZ1721'RM 1--STANDARD RM TABLET STAMPED---SAN NO 1 1946---, SET IN
 CZ1721'BOULDER.
 CZ1721'
 CZ1721'RM 2--STANDARD RM TABLET STAMPED---SAN NO 2 1946---, SET IN
 CZ1721'BOULDER.
 CZ1721
 CZ1721                          STATION RECOVERY (2007)
 CZ1721
 CZ1721'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1721'RECOVERED STATION MARK IN GOOD CONDITION, REFERENCE MARK 1 AND
 CZ1721'REFERENCE MARK 2 WERE NOT FOUND AS DESCRIBED WITH THE FOLLOWING UPDATE
 CZ1721'TO THE DESCRIPTION   THE STATION MARK IS 15 FEET NORTHWEST OF COWBOY
 CZ1721'MILLER ROAD. THE REFERENCE MARKS WHICH WERE NOT FOUND AND MAY BE
 CZ1721'COVERED WITH DIRT AND ROCKS FROM THE GRADING OF COWBOY MILLER ROAD. A
 CZ1721'COMPLETE DESCRIPTION TO REACH THE STATION FOLLOWS.
 CZ1721' 
 CZ1721'TO REACH FROM THE INTERSECTION OF RIVER ROAD AND ARIZONA HWY 77, GO
 CZ1721'SOUTH ON RIVER ROAD FOR 1 MILE TO A GATE AND CATTLE GUARD LEADING TO A
 CZ1721'GRADED ROAD ON THE LEFT WHICH IS COWBOY MILLER ROAD. TAKE COWBOY
 CZ1721'MILLER ROAD FOR .5 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2258 ***********************************************************************
 DU2258  DESIGNATION -  SAN
 DU2258  PID         -  DU2258
 DU2258  STATE/COUNTY-  AZ/MARICOPA
 DU2258  USGS QUAD   -  HIGLEY (1981)
 DU2258
 DU2258                         *CURRENT SURVEY CONTROL
 DU2258  ___________________________________________________________________
 DU2258* NAD 83(2007)-  33 20 15.57155(N)    111 44 17.06988(W)     ADJUSTED  
 DU2258* NAVD 88     -       389.4    (meters)    1278.     (feet)  VERTCON   
 DU2258  ___________________________________________________________________
 DU2258  EPOCH DATE  -        2007.00
 DU2258  X           -  -1,975,628.486 (meters)                     COMP
 DU2258  Y           -  -4,954,948.022 (meters)                     COMP
 DU2258  Z           -   3,485,503.478 (meters)                     COMP
 DU2258  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DU2258  ELLIP HEIGHT-         360.003 (meters)          (02/10/07) ADJUSTED
 DU2258  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU2258
 DU2258  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2258  Type    PID    Designation                      North   East  Ellip
 DU2258  -------------------------------------------------------------------
 DU2258  NETWORK DU2258 SAN                               2.16   1.80  10.51
 DU2258  -------------------------------------------------------------------
 DU2258
 DU2258.The horizontal coordinates were established by GPS observations
 DU2258.and adjusted by the National Geodetic Survey in February 2007.
 DU2258
 DU2258.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2258.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2258.The horizontal coordinates are valid at the epoch date displayed above.
 DU2258.The epoch date for horizontal control is a decimal equivalence
 DU2258.of Year/Month/Day.
 DU2258
 DU2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2258
 DU2258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2258
 DU2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2258
 DU2258.The ellipsoidal height was determined by GPS observations
 DU2258.and is referenced to NAD 83.
 DU2258
 DU2258.The geoid height was determined by GEOID03.
 DU2258
 DU2258;                    North         East     Units Scale Factor Converg.
 DU2258;SPC AZ C     -   259,210.914   229,984.454   MT  0.99990341   +0 05 53.3
 DU2258;SPC AZ C     -   850,429.51    754,542.17   iFT  0.99990341   +0 05 53.3
 DU2258;UTM  12      - 3,688,963.977   431,315.178   MT  0.99965816   -0 24 20.3
 DU2258
 DU2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2258!SPC AZ C     -   0.99994348  x   0.99990341  =   0.99984690
 DU2258!UTM  12      -   0.99994348  x   0.99965816  =   0.99960166
 DU2258
 DU2258                          SUPERSEDED SURVEY CONTROL
 DU2258
 DU2258  ELLIP H (06/11/02)  360.039  (m)                       GP(       ) 4 2
 DU2258  NAD 83(1992)-  33 20 15.57025(N)    111 44 17.06890(W) AD(       ) 1
 DU2258  ELLIP H (08/23/93)  360.103  (m)                       GP(       ) 4 2
 DU2258  NAD 83(1986)-  33 20 15.56323(N)    111 44 17.07320(W) AD(       ) 1
 DU2258  NGVD 29 (09/11/89)  388.9    (m)         1276.     (f) GPS OBS     3  
 DU2258
 DU2258.Superseded values are not recommended for survey control.
 DU2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2258.See file dsdata.txt to determine how the superseded data were derived.
 DU2258
 DU2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3131588964(NAD 83)
 DU2258_MARKER: DD = SURVEY DISK
 DU2258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DU2258+WITH SETTING: PAVEMENT
 DU2258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2258+STABILITY: SURFACE MOTION
 DU2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2258+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 DU2258
 DU2258  HISTORY     - Date     Condition        Report By
 DU2258  HISTORY     - 1986     MONUMENTED       AZDT
 DU2258  HISTORY     - 20051217 GOOD             GEOCAC
 DU2258
 DU2258                          STATION DESCRIPTION
 DU2258
 DU2258'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2258'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTHWEST OF GILBERT,
 DU2258'ARIZONA.
 DU2258'
 DU2258'TO REACH THE STATION FROM THE INTERSECTION OF GILBERT ROAD AND
 DU2258'WARNER ROAD, GO EAST ON WARNER ROAD FOR 4.9 KM (3.0 MI) TO THE
 DU2258'INTERSECTION OF WARNER ROAD AND GREENFIELD ROAD, TURN LEFT AND GO
 DU2258'NORTH ON GREENFIELD ROAD FOR 0.19 KM (0.12 MI) TO THE BRIDGE OVER
 DU2258'THE EASTERN CANAL AND THE STATION ON THE RIGHT IN THE EAST ABUTMENT
 DU2258'OF THE BRIDGE.
 DU2258'
 DU2258'THE STATION IS A STANDARD AGS DISK
 DU2258'STAMPED---SAN 1986---,
 DU2258'SET INTO A DRILL HOLE IN THE CONCRETE OF A BRIDGE CURB.
 DU2258'LOCATED 7.6 METERS (25 FT) NORTHEAST FROM THE SOUTHEAST END OF THE
 DU2258'EAST BARRIER,
 DU2258'14.0 METERS (46 FT) EAST FROM THE CENTERLINE OF GREENFIELD ROAD,
 DU2258'2.59 METERS (8.5 FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTHEAST
 DU2258'CANAL ROAD,
 DU2258'28.4 METERS (93.2 FT) SOUTH FROM THE NORTH EDGE OF THE BRIDGE.
 DU2258
 DU2258                          STATION RECOVERY (2005)
 DU2258
 DU2258'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0392 ***********************************************************************
 CF0392  DESIGNATION -  SAN
 CF0392  PID         -  CF0392
 CF0392  STATE/COUNTY-  AZ/COCHISE
 CF0392  USGS QUAD   -  APACHE (1987)
 CF0392
 CF0392                         *CURRENT SURVEY CONTROL
 CF0392  ___________________________________________________________________
 CF0392* NAD 83(1992)-  31 39 21.23935(N)    109 09 25.59991(W)     ADJUSTED  
 CF0392* NAVD 88     -      1370.0    (meters)    4495.     (feet)  VERTCON   
 CF0392  ___________________________________________________________________
 CF0392  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CF0392  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CF0392  HORZ ORDER  -  SECOND
 CF0392
 CF0392.The horizontal coordinates were established by classical geodetic methods
 CF0392.and adjusted by the National Geodetic Survey in August 1993.
 CF0392
 CF0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0392
 CF0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0392
 CF0392.The geoid height was determined by GEOID03.
 CF0392
 CF0392;                    North         East     Units Scale Factor Converg.
 CF0392;SPC AZ E     -    73,158.413   309,103.295   MT  1.00001302   +0 31 47.5
 CF0392;SPC AZ E     -   240,021.04  1,014,118.42   iFT  1.00001302   +0 31 47.5
 CF0392;UTM  12      - 3,503,770.904   674,731.293   MT  0.99997656   +0 58 02.7
 CF0392
 CF0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0392!SPC AZ E     -   0.99978909  x   1.00001302  =   0.99980211
 CF0392!UTM  12      -   0.99978909  x   0.99997656  =   0.99976566
 CF0392
 CF0392|---------------------------------------------------------------------|
 CF0392| PID    Reference Object                     Distance      Geod. Az  |
 CF0392|                                                           dddmmss.s |
 CF0392| CS5450 SAN RM 1                             10.837 METERS 03143     |
 CF0392| CS5451 SAN RM 2                             10.677 METERS 21527     |
 CF0392|---------------------------------------------------------------------|
 CF0392
 CF0392                          SUPERSEDED SURVEY CONTROL
 CF0392
 CF0392  NAD 83(1986)-  31 39 21.23826(N)    109 09 25.58325(W) AD(       ) 2
 CF0392  NGVD 29 (03/13/91) 1369.1    (m)         4492.     (f) VERT ANG    3  
 CF0392
 CF0392.Superseded values are not recommended for survey control.
 CF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0392.See file dsdata.txt to determine how the superseded data were derived.
 CF0392
 CF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7473103771(NAD 83)
 CF0392_MARKER: DS = TRIANGULATION STATION DISK
 CF0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0392+STABILITY: SURFACE MOTION
 CF0392
 CF0392  HISTORY     - Date     Condition        Report By
 CF0392  HISTORY     - 1982     MONUMENTED       AZDT
 CF0392
 CF0392                          STATION DESCRIPTION
 CF0392
 CF0392'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0392'THE STATION IS LOCATED 15-1/2 MILES SOUTHWEST OF RODEO NEW MEXICO
 CF0392'ALONG U.S. HIGHWAY 80.
 CF0392'
 CF0392'THE STATION MARK IS AN AZDT DISK STAMPED---SAN 1982---.  IT IS SET IN
 CF0392'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 47 FEET NORTHWEST OF THE
 CF0392'CENTER LINE OF U.S. 80, 3 FEET SOUTHEAST OF THE FENCE LINE AND 2 FEET
 CF0392'SOUTHEAST OF THE WITNESS POST.
 CF0392'
 CF0392'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SAN RM 1 1982---.  IT IS
 CF0392'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0392'
 CF0392'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SAN RM 2 1982---.  IT IS
 CF0392'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0392'
 CF0392'TO REACH THE STATION FROM THE POST OFFICE IN RODEO, NEW MEXICO TRAVEL
 CF0392'SOUTHWEST ALONG U.S. 80 FOR 15.4 MILES TO THE STATION ON THE RIGHT AT
 CF0392'MILE POST 403.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1255 ***********************************************************************
 CY1255  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1255  DESIGNATION -  SAN JOSE
 CY1255  PID         -  CY1255
 CY1255  STATE/COUNTY-  AZ/GRAHAM
 CY1255  USGS QUAD   -  SAN JOSE (1985)
 CY1255
 CY1255                         *CURRENT SURVEY CONTROL
 CY1255  ___________________________________________________________________
 CY1255* NAD 83(1992)-  32 48 58.19392(N)    109 35 17.75453(W)     ADJUSTED  
 CY1255* NAVD 88     -       949.41   (meters)    3114.9    (feet)  GPS OBS   
 CY1255  ___________________________________________________________________
 CY1255  X           -  -1,799,107.310 (meters)                     COMP
 CY1255  Y           -  -5,055,756.746 (meters)                     COMP
 CY1255  Z           -   3,437,342.252 (meters)                     COMP
 CY1255  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CY1255  ELLIP HEIGHT-         922.717 (meters)          (01/22/07) ADJUSTED
 CY1255  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY1255  HORZ ORDER  -  B
 CY1255  ELLP ORDER  -  FOURTH    CLASS I
 CY1255
 CY1255.The horizontal coordinates were established by GPS observations
 CY1255.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY1255
 CY1255.The orthometric height was determined by GPS observations and a
 CY1255.high-resolution geoid model.
 CY1255.The orthometric height was determined by GPS observations and a
 CY1255.high-resolution geoid model using precise GPS observation and
 CY1255.processing techniques.
 CY1255
 CY1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1255
 CY1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1255
 CY1255.The ellipsoidal height was determined by GPS observations
 CY1255.and is referenced to NAD 83.
 CY1255
 CY1255.The geoid height was determined by GEOID03.
 CY1255
 CY1255;                    North         East     Units Scale Factor Converg.
 CY1255;SPC AZ E     -   201,513.915   267,520.265   MT  0.99993616   +0 18 48.5
 CY1255;SPC AZ E     -   661,134.89    877,691.16   iFT  0.99993616   +0 18 48.5
 CY1255;UTM  12      - 3,631,789.744   632,156.760   MT  0.99981536   +0 45 54.7
 CY1255
 CY1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1255!SPC AZ E     -   0.99985515  x   0.99993616  =   0.99979132
 CY1255!UTM  12      -   0.99985515  x   0.99981536  =   0.99967054
 CY1255
 CY1255|---------------------------------------------------------------------|
 CY1255| PID    Reference Object                     Distance      Geod. Az  |
 CY1255|                                                           dddmmss.s |
 CY1255| CS6065 SAN JOSE RM 3                        45.659 METERS 02141     |
 CY1255| CS6063 SAN JOSE RM 1                        12.270 METERS 11831     |
 CY1255| CS6064 SAN JOSE RM 2                        12.034 METERS 29808     |
 CY1255|---------------------------------------------------------------------|
 CY1255
 CY1255                          SUPERSEDED SURVEY CONTROL
 CY1255
 CY1255  NAD 83(1992)-  32 48 58.19377(N)    109 35 17.75259(W) AD(       ) 2
 CY1255  NAD 83(1986)-  32 48 58.18769(N)    109 35 17.74983(W) AD(       ) 2
 CY1255  NGVD 29 (06/21/91)  948.6    (m)         3112.     (f) VERT ANG    3  
 CY1255
 CY1255.Superseded values are not recommended for survey control.
 CY1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1255.See file dsdata.txt to determine how the superseded data were derived.
 CY1255
 CY1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3215731790(NAD 83)
 CY1255_MARKER: DS = TRIANGULATION STATION DISK
 CY1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1255_STAMPING: SAN JOSE 1985
 CY1255_MARK LOGO: AZDT  
 CY1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1255+STABILITY: SURFACE MOTION
 CY1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1255+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2006
 CY1255
 CY1255  HISTORY     - Date     Condition        Report By
 CY1255  HISTORY     - 1985     MONUMENTED       AZDT
 CY1255  HISTORY     - 20060608 GOOD             GEOANA
 CY1255  HISTORY     - 20060608 GOOD             GEOANA
 CY1255  HISTORY     - 20061117 GOOD             INDIV
 CY1255
 CY1255                          STATION DESCRIPTION
 CY1255
 CY1255'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1255'THE STATION IS LOCATED 7-1/2 MILES EAST OF SAFFORD AND ABOUT-1/2 MILE
 CY1255'NORTH OF U.S. HIGHWAYS 70 AND 666.
 CY1255'
 CY1255'THE STATION IS AN AZDT DISK STAMPED---SAN JOSE 1985---.  IT IS SET IN
 CY1255'TOP OF A 10 INCH CONCRETE MONUMENT 3.5 FEET NORTHWEST OF WITNESS POST.
 CY1255'
 CY1255'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SAN JOSE RM 1 1985---.  IT
 CY1255'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1255'
 CY1255'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SAN JOSE RM 2 1985---.  IT
 CY1255'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1255'
 CY1255'REFERENCE MARK 3 IS USBLM DISK STAMPED---T75 R27E 1/4 S16 S21 1970---.
 CY1255'IT IS SET ON TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 6 INCHES.
 CY1255'
 CY1255'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1255'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY1255'CONTINUE EAST ALONG U.S. 70 FOR 7.0 MILES TO MILE POST 346.45 AND SAN
 CY1255'JOSE ROAD.  TURN LEFT ALONG SAN JOSE ROAD FOR 0.45 MILE TO THE END OF
 CY1255'TRUCK TRAVEL.  PACK EAST UP THE RIDGE TO THE TOP OF THE MESA AND
 CY1255'CONTINUE TO A FENCE CORNER.  THE STATION IS ABOUT 150 FEET SOUTHWEST
 CY1255'OF THE FENCE CORNER.
 CY1255
 CY1255                          STATION RECOVERY (2006)
 CY1255
 CY1255'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (JN)
 CY1255'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY1255'NOW HIGHWAY 191.
 CY1255
 CY1255                          STATION RECOVERY (2006)
 CY1255
 CY1255'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (JN)
 CY1255'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY1255'NOW HIGHWAY 191.
 CY1255
 CY1255                          STATION RECOVERY (2006)
 CY1255
 CY1255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJN)
 CY1255'MONUMENT FOUND IN GOOD CONDITION. DESCRIPTION TO MONUMENT FOUND
 CY1255'ADEQUATE WITH ONLY ONE MINOR CHANGE. HWY 666 IS NOW HWY 191
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0753 ***********************************************************************
 CG0753  DESIGNATION -  SAN MIGUEL
 CG0753  PID         -  CG0753
 CG0753  STATE/COUNTY-  AZ/PIMA
 CG0753  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0753
 CG0753                         *CURRENT SURVEY CONTROL
 CG0753  ___________________________________________________________________
 CG0753* NAD 83(1992)-  31 38 17.12868(N)    111 47 15.25182(W)     ADJUSTED  
 CG0753* NAVD 88     -       746.49   (+/-2cm)    2449.1    (feet)  VERTCON   
 CG0753  ___________________________________________________________________
 CG0753  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 CG0753  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0753  HORZ ORDER  -  FIRST
 CG0753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0753
 CG0753.The horizontal coordinates were established by classical geodetic methods
 CG0753.and adjusted by the National Geodetic Survey in August 1993.
 CG0753
 CG0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0753.The vertical order pertains to the NGVD 29 superseded value.
 CG0753
 CG0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0753
 CG0753.The geoid height was determined by GEOID03.
 CG0753
 CG0753;                    North         East     Units Scale Factor Converg.
 CG0753;SPC AZ C     -    70,748.515   225,605.207   MT  0.99990185   +0 04 03.8
 CG0753;SPC AZ C     -   232,114.55    740,174.56   iFT  0.99990185   +0 04 03.8
 CG0753;UTM  12      - 3,500,591.239   425,318.029   MT  0.99966879   -0 24 47.3
 CG0753
 CG0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0753!SPC AZ C     -   0.99988764  x   0.99990185  =   0.99978950
 CG0753!UTM  12      -   0.99988764  x   0.99966879  =   0.99955646
 CG0753
 CG0753:                Primary Azimuth Mark                     Grid Az
 CG0753:SPC AZ C     -  SAN MIGUEL RM 3 AZIMUTH                  158 26 16.7
 CG0753:UTM  12      -  SAN MIGUEL RM 3 AZIMUTH                  158 55 07.8
 CG0753
 CG0753|---------------------------------------------------------------------|
 CG0753| PID    Reference Object                     Distance      Geod. Az  |
 CG0753|                                                           dddmmss.s |
 CG0753| CG0756 SAN MIGUEL RM 3 AZIMUTH                            1583020.5 |
 CG0753| CG0754 SAN MIGUEL RM 1                      22.410 METERS 16128     |
 CG0753| CG1140 UNION                               APPROX. 9.8 KM 2405757.4 |
 CG0753| CG0755 SAN MIGUEL RM 2                      21.190 METERS 24811     |
 CG0753|---------------------------------------------------------------------|
 CG0753
 CG0753                          SUPERSEDED SURVEY CONTROL
 CG0753
 CG0753  NAD 83(1986)-  31 38 17.12014(N)    111 47 15.25122(W) AD(       ) 1
 CG0753  NAD 27      -  31 38 16.81200(N)    111 47 12.83300(W) AD(       ) 1
 CG0753  NGVD 29 (??/??/92)  745.753  (m)         2446.69   (f) ADJ UNCH    2 0
 CG0753
 CG0753.Superseded values are not recommended for survey control.
 CG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0753.See file dsdata.txt to determine how the superseded data were derived.
 CG0753
 CG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA2531800591(NAD 83)
 CG0753_MARKER: DS = TRIANGULATION STATION DISK
 CG0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0753_STAMPING: SAN MIGUEL 1935
 CG0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0753+STABILITY: SURFACE MOTION
 CG0753
 CG0753  HISTORY     - Date     Condition        Report By
 CG0753  HISTORY     - 1935     MONUMENTED       CGS
 CG0753  HISTORY     - 1952     GOOD             CGS
 CG0753  HISTORY     - 1952     GOOD             NGS
 CG0753  HISTORY     - 1972     GOOD             AZHD
 CG0753  HISTORY     - 1977     GOOD             USGS
 CG0753
 CG0753                          STATION DESCRIPTION
 CG0753
 CG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0753'ABOUT 1.8 MILES NORTH OF SAN MIGUEL (A SMALL VILLAGE ON THE PAPAGO
 CG0753'INDIAN RESERVATION, LOCATED ABOUT 16 MILES SOUTH OF SELLS).
 CG0753'14 PACES WEST OF THE SAN MIGUEL-SELLS ROAD AND BETWEEN TELEPHONE
 CG0753'POLES 612 AND 613.  MARKED BY STANDARD BRONZE DISKS.
 CG0753'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG0753'REFERENCE DISK, IS 22.410 METERS (73.52 FEET) FROM
 CG0753'STATION S 18 DEG 32 MIN E. REFERENCE MARK NO. 2,
 CG0753'A STANDARD BRONZE REFERENCE DISK, IS 21.190 METERS
 CG0753'(69.52 FEET) FROM STATION S 68 DEG 11 MIN W. AZIMUTH
 CG0753'MARK (REFERENCE MARK NO. 3) A STANDARD BRONZE DISK,
 CG0753'IS ON THE EAST SIDE OF THE MAIN ROAD AND 200 YARDS FROM
 CG0753'STATION S 21 DEG 31 MIN E.
 CG0753
 CG0753                          STATION RECOVERY (1952)
 CG0753
 CG0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0753'STATION IS LOCATED 0.2 MILE E ALONG A DIRT ROAD FROM THE QUEEN
 CG0753'OF ANGLES MISSION AND SCHOOL AT SAN MIGUEL, THENCE 1.8 MILES
 CG0753'N ALONG A WAGON ROAD FOLLOWING A LINE OF TELEPHONE POLES,
 CG0753'73.5 FEET NNW OF R.M. 1, 69.5 FEET ENE OF R.M. 2, 49 FEET W
 CG0753'OF THE CENTER LINE OF THE ROAD, 2.1 FEET S OF A WITNESS POST,
 CG0753'AND ABOUT LEVEL WITH THE ROAD.
 CG0753'
 CG0753'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CG0753'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0753'
 CG0753'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0753'PROJECTING 0.4 FOOT ABOVE THE GROUND.  IT IS 43 FEET W OF THE
 CG0753'CENTER LINE OF THE ROAD, 20.7 FEET N OF A TELEPHONE POLE,
 CG0753'AND ABOUT LEVEL WITH THE ROAD.
 CG0753'
 CG0753'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0753'PROJECTING 0.4 FOOT ABOVE THE GROUND.  IT IS 118-1/2 FEET W OF
 CG0753'THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD.
 CG0753'
 CG0753'R.M. 3 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0753'PROJECTING 0.2 FOOT ABOVE THE GROUND.  IT IS 140.5 FEET NE OF
 CG0753'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 37 FEET E OF THE CENTER
 CG0753'LINE OF THE ROAD, 2 FEET S OF A WITNESS POST, AND ABOUT LEVEL
 CG0753'WITH THE ROAD.
 CG0753
 CG0753                          STATION RECOVERY (1952)
 CG0753
 CG0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0753'2 MI N FROM SAN MIGUEL.
 CG0753'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0753'SCHOOL OF SAN MIGUEL, THENCE 1.8 MILES NORTH ALONG A WAGON ROAD
 CG0753'FOLLOWING A LINE OF TELEPHONE POLES, 73.5 FEET NORTH - NORTHWEST OF
 CG0753'R.M. NO. 1, 69.5 FEET EAST - NORTHEAST OF R.M. NO. 2, 49 FEET WEST OF
 CG0753'THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT
 CG0753'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0753'0.3 FOOT ABOVE THE GROUND.
 CG0753
 CG0753                          STATION RECOVERY (1972)
 CG0753
 CG0753'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG0753'A.  GENERAL LOCATION-THE STATION AND R.M. 2 WERE RECOVERED IN
 CG0753'GOOD CONDITION AS DESCRIBED BY THE USC AND GS IN 1952.  THE
 CG0753'DESCRIPTION IS ADEQUATE.  R.M. 1 HAS BEEN KNOCKED OUT BY A
 CG0753'GRADER.  R.M. 3 IS WAS NOT SEARCHED FOR.
 CG0753
 CG0753                          STATION RECOVERY (1977)
 CG0753
 CG0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0753'DELETE 49 FT W. OF CENTERLINE OF RD., 2.1 FT S. OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0754 ***********************************************************************
 CG0754  DESIGNATION -  SAN MIGUEL RM 1
 CG0754  PID         -  CG0754
 CG0754  STATE/COUNTY-  AZ/PIMA
 CG0754  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0754
 CG0754                         *CURRENT SURVEY CONTROL
 CG0754  ___________________________________________________________________
 CG0754* NAD 83(1986)-  31 38 16.     (N)    111 47 14.     (W)     SCALED    
 CG0754* NAVD 88     -       746.53   (+/-2cm)    2449.2    (feet)  VERTCON   
 CG0754  ___________________________________________________________________
 CG0754  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0754
 CG0754.The horizontal coordinates were scaled from a topographic map and have
 CG0754.an estimated accuracy of +/- 6 seconds.
 CG0754
 CG0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0754.The vertical order pertains to the NGVD 29 superseded value.
 CG0754
 CG0754.The geoid height was determined by GEOID03.
 CG0754
 CG0754;                    North         East    Units  Estimated Accuracy
 CG0754;SPC AZ C     -    70,710.      225,640.      MT  (+/- 180 meters Scaled)
 CG0754
 CG0754                          SUPERSEDED SURVEY CONTROL
 CG0754
 CG0754  NGVD 29 (??/??/92)  745.794  (m)         2446.83   (f) ADJ UNCH    2 0
 CG0754
 CG0754.Superseded values are not recommended for survey control.
 CG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0754.See file dsdata.txt to determine how the superseded data were derived.
 CG0754
 CG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA253005(NAD 83)
 CG0754_MARKER: DR = REFERENCE MARK DISK
 CG0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0754_STAMPING: SAN MIGUEL NO. 1 1935
 CG0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0754+STABILITY: SURFACE MOTION
 CG0754
 CG0754  HISTORY     - Date     Condition        Report By
 CG0754  HISTORY     - 1935     MONUMENTED       CGS
 CG0754  HISTORY     - 1952     GOOD             NGS
 CG0754  HISTORY     - 1977     GOOD             USGS
 CG0754
 CG0754                          STATION DESCRIPTION
 CG0754
 CG0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0754'2 MI N FROM SAN MIGUEL.
 CG0754'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0754'SCHOOL AT SAN MIGUEL, THENCE 1.8 MILES NORTH ALONG A WAGON ROAD
 CG0754'FOLLOWING A LINE OF TELEPHONE POLES, 98.3 FEET SOUTHEAST OF RM NO. 2,
 CG0754'73.5 FEET SOUTH - SOUTHEAST OF THE SAN MIGUEL TRIANGULATION STATION,
 CG0754'43 FEET WEST OF THE CENTER LINE OF THE ROAD, 20.7 FEET NORTH OF A
 CG0754'TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0754'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0754
 CG0754                          STATION RECOVERY (1977)
 CG0754
 CG0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0754'DELETE 43 FT W. OF CENTERLINE OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0755 ***********************************************************************
 CG0755  DESIGNATION -  SAN MIGUEL RM 2
 CG0755  PID         -  CG0755
 CG0755  STATE/COUNTY-  AZ/PIMA
 CG0755  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0755
 CG0755                         *CURRENT SURVEY CONTROL
 CG0755  ___________________________________________________________________
 CG0755* NAD 83(1986)-  31 38 16.     (N)    111 47 14.     (W)     SCALED    
 CG0755* NAVD 88     -       746.32   (+/-2cm)    2448.6    (feet)  VERTCON   
 CG0755  ___________________________________________________________________
 CG0755  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0755
 CG0755.The horizontal coordinates were scaled from a topographic map and have
 CG0755.an estimated accuracy of +/- 6 seconds.
 CG0755
 CG0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0755.The vertical order pertains to the NGVD 29 superseded value.
 CG0755
 CG0755.The geoid height was determined by GEOID03.
 CG0755
 CG0755;                    North         East    Units  Estimated Accuracy
 CG0755;SPC AZ C     -    70,710.      225,640.      MT  (+/- 180 meters Scaled)
 CG0755
 CG0755                          SUPERSEDED SURVEY CONTROL
 CG0755
 CG0755  NGVD 29 (??/??/92)  745.58   (m)         2446.1    (f) COMPUTED    2 0
 CG0755
 CG0755.Superseded values are not recommended for survey control.
 CG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0755.See file dsdata.txt to determine how the superseded data were derived.
 CG0755
 CG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA253005(NAD 83)
 CG0755_MARKER: DR = REFERENCE MARK DISK
 CG0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0755_STAMPING: SAN MIGUEL NO. 2 1935
 CG0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0755+STABILITY: SURFACE MOTION
 CG0755
 CG0755  HISTORY     - Date     Condition        Report By
 CG0755  HISTORY     - 1935     MONUMENTED       CGS
 CG0755  HISTORY     - 1952     GOOD             NGS
 CG0755  HISTORY     - 1977     GOOD             USGS
 CG0755
 CG0755                          STATION DESCRIPTION
 CG0755
 CG0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0755'2 MI N FROM SAN MIGUEL.
 CG0755'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0755'SCHOOL AT SAN MIGUEL, THENCE 1.8 MILES NORTH ALONG A WAGON ROAD
 CG0755'FOLLOWING A LINE OF TELEPHONE POLES, 118 1/2 FEET WEST OF THE CENTER
 CG0755'LINE OF THE ROAD, 98.3 FEET NORTH - NORTHWEST OF R.M. NO. 1, 69.5 FEET
 CG0755'WEST - SOUTHWEST OF THE SAN MIGUEL TRIANGULATION STATION, ABOUT LEVEL
 CG0755'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CG0755'FOOT ABOVE THE GROUND.
 CG0755
 CG0755                          STATION RECOVERY (1977)
 CG0755
 CG0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0755'DELETE 118-1/2 FT W. OF CENTERLINE OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0756 ***********************************************************************
 CG0756  DESIGNATION -  SAN MIGUEL RM 3 AZIMUTH
 CG0756  PID         -  CG0756
 CG0756  STATE/COUNTY-  AZ/PIMA
 CG0756  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0756
 CG0756                         *CURRENT SURVEY CONTROL
 CG0756  ___________________________________________________________________
 CG0756* NAD 83(1986)-  31 38 16.     (N)    111 47 14.     (W)     SCALED    
 CG0756* NAVD 88     -       747.54   (+/-2cm)    2452.6    (feet)  VERTCON   
 CG0756  ___________________________________________________________________
 CG0756  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0756
 CG0756.The horizontal coordinates were scaled from a topographic map and have
 CG0756.an estimated accuracy of +/- 6 seconds.
 CG0756
 CG0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0756.The vertical order pertains to the NGVD 29 superseded value.
 CG0756
 CG0756.The geoid height was determined by GEOID03.
 CG0756
 CG0756;                    North         East    Units  Estimated Accuracy
 CG0756;SPC AZ C     -    70,710.      225,640.      MT  (+/- 180 meters Scaled)
 CG0756
 CG0756                          SUPERSEDED SURVEY CONTROL
 CG0756
 CG0756  NGVD 29 (??/??/92)  746.80   (m)         2450.1    (f) COMPUTED    2 0
 CG0756
 CG0756.Superseded values are not recommended for survey control.
 CG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0756.See file dsdata.txt to determine how the superseded data were derived.
 CG0756
 CG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA253005(NAD 83)
 CG0756_MARKER: DR = REFERENCE MARK DISK
 CG0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0756_STAMPING: SAN MIGUEL NO. 3 1935
 CG0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0756+STABILITY: SURFACE MOTION
 CG0756
 CG0756  HISTORY     - Date     Condition        Report By
 CG0756  HISTORY     - 1935     MONUMENTED       CGS
 CG0756  HISTORY     - 1952     GOOD             NGS
 CG0756  HISTORY     - 1977     GOOD             USGS
 CG0756
 CG0756                          STATION DESCRIPTION
 CG0756
 CG0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0756'1.85 MI N FROM SAN MIGUEL.
 CG0756'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0756'SCHOOL AT SAN MIGUEL, THENCE 1.65 MILES NORTH ALONG A WAGON ROAD
 CG0756'FOLLOWING A LINE OF TELEPHONE POLES, 0.15 MILE SOUTH OF SAN MIGUEL
 CG0756'TRIANGULATION STATION, 140.5 FEET NORTHEAST OF AND ACROSS THE ROAD
 CG0756'FROM A TELEPHONE POLE, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 2
 CG0756'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0756'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0756
 CG0756                          STATION RECOVERY (1977)
 CG0756
 CG0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0756'DELETE 37 FT E. OF CENTERLINE OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2002 ***********************************************************************
 CZ2002  DESIGNATION -  SAN PEDRO
 CZ2002  PID         -  CZ2002
 CZ2002  STATE/COUNTY-  AZ/PIMA
 CZ2002  USGS QUAD   -  PAN TAK (1979)
 CZ2002
 CZ2002                         *CURRENT SURVEY CONTROL
 CZ2002  ___________________________________________________________________
 CZ2002* NAD 83(1992)-  32 04 29.84371(N)    111 31 09.50176(W)     ADJUSTED  
 CZ2002* NAVD 88     -       863.1    (meters)    2832.     (feet)  VERTCON   
 CZ2002  ___________________________________________________________________
 CZ2002  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 CZ2002  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2002  HORZ ORDER  -  SECOND
 CZ2002
 CZ2002.The horizontal coordinates were established by classical geodetic methods
 CZ2002.and adjusted by the National Geodetic Survey in August 1993.
 CZ2002
 CZ2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2002
 CZ2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2002
 CZ2002.The geoid height was determined by GEOID03.
 CZ2002
 CZ2002;                    North         East     Units Scale Factor Converg.
 CZ2002;SPC AZ C     -   119,247.016   250,873.655   MT  0.99991735   +0 12 39.6
 CZ2002;SPC AZ C     -   391,230.37    823,076.30   iFT  0.99991735   +0 12 39.6
 CZ2002;UTM  12      - 3,548,862.063   450,988.421   MT  0.99962962   -0 16 32.8
 CZ2002
 CZ2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2002!SPC AZ C     -   0.99986922  x   0.99991735  =   0.99978658
 CZ2002!UTM  12      -   0.99986922  x   0.99962962  =   0.99949889
 CZ2002
 CZ2002:                Primary Azimuth Mark                     Grid Az
 CZ2002:SPC AZ C     -  ROSKRUGE                                 050 35 22.4
 CZ2002:UTM  12      -  ROSKRUGE                                 051 04 34.8
 CZ2002
 CZ2002|---------------------------------------------------------------------|
 CZ2002| PID    Reference Object                     Distance      Geod. Az  |
 CZ2002|                                                           dddmmss.s |
 CZ2002| CZ1988 ROSKRUGE                            APPROX.16.9 KM 0504802.0 |
 CZ2002| CH5388 SAN PEDRO RM 1                       10.932 METERS 10943     |
 CZ2002| CH5387 SAN PEDRO AZ MK                                    1191138.9 |
 CZ2002| CH5389 SAN PEDRO RM 2                       14.423 METERS 18844     |
 CZ2002|---------------------------------------------------------------------|
 CZ2002
 CZ2002                          SUPERSEDED SURVEY CONTROL
 CZ2002
 CZ2002  NAD 83(1986)-  32 04 29.83891(N)    111 31 09.50056(W) AD(       ) 2
 CZ2002  NAD 27      -  32 04 29.56364(N)    111 31 07.09557(W) AD(       ) 2
 CZ2002  NGVD 29 (07/19/86)  862.4    (m)         2829.     (f) VERT ANG    3  
 CZ2002
 CZ2002.Superseded values are not recommended for survey control.
 CZ2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2002.See file dsdata.txt to determine how the superseded data were derived.
 CZ2002
 CZ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA5098848862(NAD 83)
 CZ2002_MARKER: DS = TRIANGULATION STATION DISK
 CZ2002_SETTING: 80 = SET IN A BOULDER
 CZ2002_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2002+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2002
 CZ2002
 CZ2002  HISTORY     - Date     Condition        Report By
 CZ2002  HISTORY     - 1936     MONUMENTED       CGS
 CZ2002  HISTORY     - 1967     GOOD             CGS
 CZ2002  HISTORY     - 1968     GOOD             DMA
 CZ2002  HISTORY     - 1979     GOOD             AZDT
 CZ2002  HISTORY     - 20020128 GOOD             INDIV
 CZ2002
 CZ2002                          STATION DESCRIPTION
 CZ2002
 CZ2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2002'ABOUT 33 MILES WEST AND 9 MILES SOUTH OF TUCSON AND ABOUT
 CZ2002'12 MILES WEST OF VAN CAMPS FILLING STATION AT ROBLES JUNCTION.
 CZ2002'IN THE SOUTH SIDE OF T. 15 S., R. 8 E., ON THE PAPAGO INDIAN
 CZ2002'RESERVATION, ON A SMALL RIDGE ABOUT 30 FEET HIGHER THAN THE
 CZ2002'SURROUNDING AREA.  MARKED BY STANDARD BRONZE DISKS.
 CZ2002'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ2002'REFERENCE DISK IS 10.941 METERS (35.90 FEET) FROM
 CZ2002'STATION.  REFERENCE MARK NO. 2,
 CZ2002'A STANDARD BRONZE REFERENCE DISK IS 14.438 METERS
 CZ2002'(47.37 FEET) FROM STATION.  THE
 CZ2002'AZIMUTH MARK, A STANDARD BRONZE DISK IS IN A
 CZ2002'BRUSH-COVERED FLAT A LITTLE NORTH OF THE LINE TO CONE
 CZ2002'MOUNTAIN TO THE EAST AND 0.3 MILE FROM STATION S 60 DEG 48 MIN E.
 CZ2002
 CZ2002                          STATION RECOVERY (1967)
 CZ2002
 CZ2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CZ2002'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CZ2002'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 CZ2002'STATION FOLLOWS.
 CZ2002'
 CZ2002'TO REACH THE STATION FROM THE ROBLES JUNCTION, THE JUNCTION
 CZ2002'OF STATE HIGHWAYS 86 AND 286 WHICH IS ABOUT 22 MILES WEST-SOUTHWEST
 CZ2002'OF TUCSON, GO WESTERLY ON STATE HIGHWAY 86 FOR 14.0 MILES TO
 CZ2002'A ROAD SIDE REST STATION ON THE LEFT, SOUTH SIDE OF THE
 CZ2002'HIGHWAY AND A SIDE ROAD, RIGHT.  TURN RIGHT ONTO THE GRAVELED
 CZ2002'SIDE ROAD AND GO NORTHERLY FOR 3.4 MILES.  TURN LEFT OFF
 CZ2002'THE GRAVELED ROAD AND GO CROSS COUNTRY, WESTERLY FOR 0.35
 CZ2002'MILE TO A LOW ROCKY KNOLL AND THE STATION WHICH IS ON THE
 CZ2002'HIGHEST PART.
 CZ2002'
 CZ2002'NOTE--THE LAST 0.35 MILE CROSS COUNTRY IS ACROSS A NUMBER
 CZ2002'OF DEEP RAVINES.  GO NORTHERLY TO FIND THE BEST PLACES TO
 CZ2002'CROSS THE SANDY WASHES.
 CZ2002
 CZ2002                          STATION RECOVERY (1968)
 CZ2002
 CZ2002'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968 (JLW)
 CZ2002'THE STATION MARK, REF. MKS. 1 AND 2 AND AZIMUTH MARK WERE
 CZ2002'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 CZ2002
 CZ2002                          STATION RECOVERY (1979)
 CZ2002
 CZ2002'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CZ2002'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CZ2002'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND
 CZ2002'
 CZ2002'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 386
 CZ2002'KITT PEAK ROAD, TRAVEL EAST ON HIGHWAY 86 FOR 6.3 MILES TO A DIRT ROAD
 CZ2002'ON THE LEFT LEADING TO SAN PEDRO, TURN LEFT AND CROSS A CATTLE GUARD
 CZ2002'AND STAY ON MAIN ROAD FOR 3.37 MILES TO A FORK ON THE LEFT, TURN LEFT
 CZ2002'AND STAY ON THE MAIN TRAVELED ROAD 0.85 MILE TO A TRACK ON THE
 CZ2002'RIGHT, FOLLOW TRACK ROAD FOR 0.25 MILE TO A WOODEN GATE AND CORRAL.
 CZ2002'PASS THROUGH CORRAL AND CONTINUE ON TRACK ROAD FOR 0.15 MILE TO A FORK
 CZ2002'TAKE LEFT FORK AND CONTINUE FOR 0.75 MILE TO A NORTH-SOUTH FENCE AND A
 CZ2002'GATE, PASS THROUGH GATE AND GO 0.2 MILE TO END OF TRUCK TRAVEL.  THE
 CZ2002'STATION IS ABOUT 900 FEET SOUTH OF TRACK ROAD ON THE TOP OF A LOW HILL
 CZ2002'A 10 MINUTE PACK.
 CZ2002
 CZ2002                          STATION RECOVERY (2002)
 CZ2002
 CZ2002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CZ2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5749 ***********************************************************************
 DH5749  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5749  DESIGNATION -  SAN RAFAEL
 DH5749  PID         -  DH5749
 DH5749  STATE/COUNTY-  AZ/COCHISE
 DH5749  USGS QUAD   -  TOMBSTONE SE (1982)
 DH5749
 DH5749                         *CURRENT SURVEY CONTROL
 DH5749  ___________________________________________________________________
 DH5749* NAD 83(2007)-  31 30 39.03421(N)    110 06 19.48911(W)     ADJUSTED  
 DH5749* NAVD 88     -      1305.20   (meters)    4282.1    (feet)  GPS OBS   
 DH5749  ___________________________________________________________________
 DH5749  EPOCH DATE  -        2007.00
 DH5749  X           -  -1,871,260.804 (meters)                     COMP
 DH5749  Y           -  -5,111,963.784 (meters)                     COMP
 DH5749  Z           -   3,314,979.616 (meters)                     COMP
 DH5749  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DH5749  ELLIP HEIGHT-        1277.283 (meters)          (02/10/07) ADJUSTED
 DH5749  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DH5749
 DH5749  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5749  Type    PID    Designation                      North   East  Ellip
 DH5749  -------------------------------------------------------------------
 DH5749  NETWORK DH5749 SAN RAFAEL                        1.65   1.51   5.06
 DH5749  -------------------------------------------------------------------
 DH5749
 DH5749.The horizontal coordinates were established by GPS observations
 DH5749.and adjusted by the National Geodetic Survey in February 2007.
 DH5749
 DH5749.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5749.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5749.The horizontal coordinates are valid at the epoch date displayed above.
 DH5749.The epoch date for horizontal control is a decimal equivalence
 DH5749.of Year/Month/Day.
 DH5749
 DH5749.The orthometric height was determined by GPS observations and a
 DH5749.high-resolution geoid model.
 DH5749.The orthometric height was determined by GPS observations and a
 DH5749.high-resolution geoid model using precise GPS observation and
 DH5749.processing techniques.
 DH5749
 DH5749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5749
 DH5749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5749
 DH5749.The ellipsoidal height was determined by GPS observations
 DH5749.and is referenced to NAD 83.
 DH5749
 DH5749.The geoid height was determined by GEOID03.
 DH5749
 DH5749;                    North         East     Units Scale Factor Converg.
 DH5749;SPC AZ E     -    56,635.083   219,177.927   MT  0.99990042   +0 01 55.3
 DH5749;SPC AZ E     -   185,810.64    719,087.69   iFT  0.99990042   +0 01 55.3
 DH5749;UTM  12      - 3,486,565.018   584,945.558   MT  0.99968900   +0 28 03.3
 DH5749
 DH5749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5749!SPC AZ E     -   0.99979947  x   0.99990042  =   0.99969991
 DH5749!UTM  12      -   0.99979947  x   0.99968900  =   0.99948854
 DH5749
 DH5749                          SUPERSEDED SURVEY CONTROL
 DH5749
 DH5749  NAD 83(1992)-  31 30 39.03405(N)    110 06 19.48884(W) AD(       ) B
 DH5749  ELLIP H (08/22/05) 1277.295  (m)                       GP(       ) 4 2
 DH5749
 DH5749.Superseded values are not recommended for survey control.
 DH5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5749.See file dsdata.txt to determine how the superseded data were derived.
 DH5749
 DH5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8494686565(NAD 83)
 DH5749_MARKER: DD = SURVEY DISK
 DH5749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5749_STAMPING: SAN RAFAEL 2004
 DH5749_MARK LOGO: AZ-003
 DH5749_PROJECTION: FLUSH
 DH5749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5749+STABILITY: SURFACE MOTION
 DH5749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5749+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5749
 DH5749  HISTORY     - Date     Condition        Report By
 DH5749  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5749
 DH5749                          STATION DESCRIPTION
 DH5749
 DH5749'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5749'FROM THE POST OFFICE IN TOMBSTONE, AZ GO NORTH ON SAFFORD ST. 0.1 MILE
 DH5749'TO SR 80, TURN RIGHT ON HWY 80 AND TRAVEL 15.7 MILES TO HWY 90. MERGE
 DH5749'RIGHT ONTO HWY 90 AND GO 4.34 MILES TO MISTY RAY RD. TURN LEFT AND
 DH5749'TRAVEL SOUTH ON MISTY RAY RD. 2.21 MILES THROUGH A PINK GATE TO E.
 DH5749'TYLERS TREK. TURN RIGHT AND HEAD WEST ON TYLERS TREK FOR 1.3 MILES TO
 DH5749'THE STATION. POINT IS APPROX. 40 FEET WEST OF A GLO DISK T22S R22E
 DH5749'SEC 16-SEC 21 1916, AND 15 FEET WEST OF FENCELINE.
 DH5749' 
 DH5749'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5749'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5749'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1976 ***********************************************************************
 CZ1976  DESIGNATION -  SAN XAVIER MISSION
 CZ1976  PID         -  CZ1976
 CZ1976  STATE/COUNTY-  AZ/PIMA
 CZ1976  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ1976
 CZ1976                         *CURRENT SURVEY CONTROL
 CZ1976  ___________________________________________________________________
 CZ1976* NAD 83(1992)-  32 06 25.31472(N)    111 00 28.89080(W)     ADJUSTED  
 CZ1976* NAVD 88     -              **(meters)            **(feet)            
 CZ1976  ___________________________________________________________________
 CZ1976  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CZ1976  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ1976  HORZ ORDER  -  THIRD
 CZ1976
 CZ1976.The horizontal coordinates were established by classical geodetic methods
 CZ1976.and adjusted by the National Geodetic Survey in August 1993.
 CZ1976
 CZ1976
 CZ1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1976
 CZ1976.The geoid height was determined by GEOID03.
 CZ1976
 CZ1976;                    North         East     Units Scale Factor Converg.
 CZ1976;SPC AZ C     -   123,095.785   299,113.494   MT  0.99999066   +0 28 58.7
 CZ1976;SPC AZ C     -   403,857.56    981,343.48   iFT  0.99999066   +0 28 58.7
 CZ1976;UTM  12      - 3,552,299.496   499,242.857   MT  0.99960001   -0 00 15.4
 CZ1976
 CZ1976                          SUPERSEDED SURVEY CONTROL
 CZ1976
 CZ1976  NAD 83(1986)-  32 06 25.31063(N)    111 00 28.88874(W) AD(       ) 4
 CZ1976  NAD 27      -  32 06 25.03000(N)    111 00 26.54700(W) AD(       ) 3
 CZ1976
 CZ1976.Superseded values are not recommended for survey control.
 CZ1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1976.See file dsdata.txt to determine how the superseded data were derived.
 CZ1976
 CZ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9924352299(NAD 83)
 CZ1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1976+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 CZ1976
 CZ1976  HISTORY     - Date     Condition        Report By
 CZ1976  HISTORY     - UNK      MONUMENTED
 CZ1976  HISTORY     - 1935     GOOD             CGS
 CZ1976  HISTORY     - 19981002 GOOD             USPSQD
 CZ1976  HISTORY     - 20080209 GOOD             GEOCAC
 CZ1976
 CZ1976                          STATION DESCRIPTION
 CZ1976
 CZ1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1976'RECOVERED.
 CZ1976
 CZ1976                          STATION RECOVERY (1998)
 CZ1976
 CZ1976'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ1976'RECOVERED IN GOOD CONDITION.
 CZ1976
 CZ1976                          STATION RECOVERY (2008)
 CZ1976
 CZ1976'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 CZ1976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1975 ***********************************************************************
 CZ1975  DESIGNATION -  SAN XAVIER MISSION CROSS
 CZ1975  PID         -  CZ1975
 CZ1975  STATE/COUNTY-  AZ/PIMA
 CZ1975  USGS QUAD   -  SAN XAVIER MISSION (1992)
 CZ1975
 CZ1975                         *CURRENT SURVEY CONTROL
 CZ1975  ___________________________________________________________________
 CZ1975* NAD 83(1992)-  32 06 24.72827(N)    111 00 22.41342(W)     ADJUSTED  
 CZ1975* NAVD 88     -              **(meters)            **(feet)            
 CZ1975  ___________________________________________________________________
 CZ1975  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 CZ1975  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CZ1975  HORZ ORDER  -  THIRD
 CZ1975
 CZ1975.The horizontal coordinates were established by classical geodetic methods
 CZ1975.and adjusted by the National Geodetic Survey in August 1993.
 CZ1975
 CZ1975
 CZ1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1975
 CZ1975.The geoid height was determined by GEOID03.
 CZ1975
 CZ1975;                    North         East     Units Scale Factor Converg.
 CZ1975;SPC AZ C     -   123,079.154   299,283.460   MT  0.99999102   +0 29 02.1
 CZ1975;SPC AZ C     -   403,803.00    981,901.12   iFT  0.99999102   +0 29 02.1
 CZ1975;UTM  12      - 3,552,281.428   499,412.609   MT  0.99960000   -0 00 11.9
 CZ1975
 CZ1975                          SUPERSEDED SURVEY CONTROL
 CZ1975
 CZ1975  NAD 83(1986)-  32 06 24.72431(N)    111 00 22.41173(W) AD(       ) 4
 CZ1975  NAD 27      -  32 06 24.43300(N)    111 00 20.08500(W) AD(       ) 3
 CZ1975
 CZ1975.Superseded values are not recommended for survey control.
 CZ1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1975.See file dsdata.txt to determine how the superseded data were derived.
 CZ1975
 CZ1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9941352281(NAD 83)
 CZ1975_MARKER: 91 = CHURCH CROSS
 CZ1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1975+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 CZ1975
 CZ1975  HISTORY     - Date     Condition        Report By
 CZ1975  HISTORY     - 1959     FIRST OBSERVED   CGS
 CZ1975  HISTORY     - 19860809 GOOD             USPSQD
 CZ1975  HISTORY     - 19981002 GOOD             USPSQD
 CZ1975  HISTORY     - 20080209 GOOD             GEOCAC
 CZ1975
 CZ1975                          STATION DESCRIPTION
 CZ1975
 CZ1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1975'THE STATION IS A WOODEN CROSS ABOUT 10 FEET PAINTED WHITE
 CZ1975'JUST EAST OF THE SAN XAVIER MISSION ON A ROCKY KNOLL.  THE CROSS
 CZ1975'IS SET IN A CONCRETE BASE.
 CZ1975'
 CZ1975'TO REACH THE STATION FROM THE EMERY PARK POST OFFICE, GO SOUTH
 CZ1975'ON U.S. HWY 89 FOR 0.45 MILE TO VALENCIA ROAD.  TURN RIGHT AND
 CZ1975'GO WEST ON VALENCIA ROAD FOR 3.1 MILES TO MISSION ROAD, TURN
 CZ1975'LEFT AND GO SOUTH ON MISSION ROAD FOR 2.7 MILES TO A T-ROAD
 CZ1975'LEFT.  TURN LEFT AND FOLLOW MACADAM ROAD EAST FOR 0.7 MILE
 CZ1975'TO THE MISSION ON THE LEFT, CONTINUE EAST FOR ABOUT 60 YARDS
 CZ1975'TO THE END OF THE TRUCK TRAVEL.  FROM HERE PACK EAST FOR
 CZ1975'ABOUT 2 MINUTES TO THE SUMMIT OF THE KNOLL AND THE STATION.
 CZ1975
 CZ1975                          STATION RECOVERY (1986)
 CZ1975
 CZ1975'RECOVERY NOTE BY US POWER SQUADRON 1986 (CS)
 CZ1975'RECOVERED IN GOOD CONDITION.
 CZ1975
 CZ1975                          STATION RECOVERY (1998)
 CZ1975
 CZ1975'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ1975'RECOVERED IN GOOD CONDITION.
 CZ1975
 CZ1975                          STATION RECOVERY (2008)
 CZ1975
 CZ1975'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 CZ1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1098 ***********************************************************************
 ES1098  DESIGNATION -  SAND
 ES1098  PID         -  ES1098
 ES1098  STATE/COUNTY-  AZ/NAVAJO
 ES1098  USGS QUAD   -  HIBBARD (1970)
 ES1098
 ES1098                         *CURRENT SURVEY CONTROL
 ES1098  ___________________________________________________________________
 ES1098* NAD 83(1992)-  34 58 29.46177(N)    110 30 08.53628(W)     ADJUSTED  
 ES1098* NAVD 88     -      1538.8    (meters)    5049.     (feet)  VERTCON   
 ES1098  ___________________________________________________________________
 ES1098  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 ES1098  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES1098  HORZ ORDER  -  SECOND
 ES1098
 ES1098.The horizontal coordinates were established by classical geodetic methods
 ES1098.and adjusted by the National Geodetic Survey in August 1993.
 ES1098
 ES1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1098
 ES1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1098
 ES1098.The geoid height was determined by GEOID03.
 ES1098
 ES1098;                    North         East     Units Scale Factor Converg.
 ES1098;SPC AZ E     -   440,835.874   182,707.780   MT  0.99991158   -0 11 32.8
 ES1098;SPC AZ E     - 1,446,311.92    599,434.97   iFT  0.99991158   -0 11 32.8
 ES1098;UTM  12      - 3,870,367.158   545,423.539   MT  0.99962543   +0 17 06.9
 ES1098
 ES1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1098!SPC AZ E     -   0.99976232  x   0.99991158  =   0.99967392
 ES1098!UTM  12      -   0.99976232  x   0.99962543  =   0.99938784
 ES1098
 ES1098|---------------------------------------------------------------------|
 ES1098| PID    Reference Object                     Distance      Geod. Az  |
 ES1098|                                                           dddmmss.s |
 ES1098| CD2677 SAND RM 1                            23.062 METERS 01345     |
 ES1098| CD2678 SAND RM 2                            19.997 METERS 08813     |
 ES1098| CD2676 SAND AZ MK                                         1505921.5 |
 ES1098|---------------------------------------------------------------------|
 ES1098
 ES1098                          SUPERSEDED SURVEY CONTROL
 ES1098
 ES1098  NAD 83(1986)-  34 58 29.45625(N)    110 30 08.53882(W) AD(       ) 2
 ES1098  NAD 27      -  34 58 29.37110(N)    110 30 06.07990(W) AD(       ) 2
 ES1098  NGVD 29 (07/19/86) 1538.0    (m)         5046.     (f) VERT ANG    3  
 ES1098
 ES1098.Superseded values are not recommended for survey control.
 ES1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1098.See file dsdata.txt to determine how the superseded data were derived.
 ES1098
 ES1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4542470367(NAD 83)
 ES1098_MARKER: DS = TRIANGULATION STATION DISK
 ES1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1098
 ES1098  HISTORY     - Date     Condition        Report By
 ES1098  HISTORY     - 1959     MONUMENTED       CGS
 ES1098  HISTORY     - 1970     GOOD             USGS
 ES1098  HISTORY     - 1972     GOOD             AZHD
 ES1098
 ES1098                          STATION DESCRIPTION
 ES1098
 ES1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1098'THE STATION IS ON A SAND KNOLL ABOUT 10 MILES EAST OF WINSLOW,
 ES1098'ABOUT 9 MILES WEST OF JOSEPH CITY AND ABOUT 0.3 MILE NORTHWEST
 ES1098'OF MILE POST 286.
 ES1098'
 ES1098'TO REACH THE STATION FROM THE POST OFFICE IN JOSEPH CITY GO WEST
 ES1098'ON U.S. HIGHWAY 66 FOR 5.4 MILES TO JACK RABBIT, ARIZONA.
 ES1098'CONTINUE WEST ON U.S. HIGHWAY 66 FOR 3.6 MILES TO THE AZIMUTH
 ES1098'MARK ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 66 FOR 0.7 MILE
 ES1098'TO A T ROAD AND GATE ON THE RIGHT, JUST BEFORE CROSSING A
 ES1098'CONCRETE CULVERT, TURN RIGHT AND FOLLOW THE TRACK ROAD NORTH FOR
 ES1098'0.4 MILE TO A POWER LINE.  HERE TURN RIGHT ON THE TRACK ROAD,
 ES1098'EAST, FOR 0.5 MILE TO THE STATION AND REFERENCE MARKS ON THE
 ES1098'LEFT.
 ES1098'
 ES1098'THE STATION MARK, STAMPED SAND 1959, IS A STANDARD DISK SET
 ES1098'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 ES1098'INCHES.  IT IS 94 FEET NORTHWEST OF POWER LINE POLE 11/17
 ES1098'AND 14.3 FEET EAST OF THE WITNESS POST.
 ES1098'
 ES1098'REFERENCE MARK NO. 1, STAMPED SAND NO 1 1959, IS A STANDARD
 ES1098'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1098'PROJECTS 2 INCHES.  IT IS 79.6 FEET NORTH OF THE WITNESS POST.
 ES1098'
 ES1098'REFERENCE MARK NO. 2, STAMPED SAND NO 2 1959, IS A STANDARD
 ES1098'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 ES1098'PROJECTS 3 INCHES.  IT IS 82 FEET NORTH OF POWER LINE POLE
 ES1098'11/17 AND 3 FEET BELOW STATION ELEVATION.
 ES1098'
 ES1098'THE AZIMUTH MARK, STAMPED 4938.86 STA 1982+573 32, IS AN
 ES1098'ARIZONA HIGHWAY DEPT. BENCH MARK DISK CEMENTED IN A DRILL
 ES1098'HOLE IN THE NORTH HEAD WALL OF A CONCRETE CULVERT.  IT IS 14
 ES1098'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66.
 ES1098
 ES1098                          STATION RECOVERY (1970)
 ES1098
 ES1098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WBJ)
 ES1098'FROM U.S. POST OFFICE AT JOSEPH CITY, ARIZONA.  9.4 MILES
 ES1098'WEST ALONG U.S. HWY 66 (INTERSTATE 40) TO WEST AAA (EAST LANE),
 ES1098'0.1 MILE NORTH OF REST AREA ON SANDY RIDGE TOP, ABOUT 92 FT.
 ES1098'NORTH OF POLE LINE.  ALL MARKS FOUND IN GOOD CONDITION.
 ES1098
 ES1098                          STATION RECOVERY (1972)
 ES1098
 ES1098'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ES1098'GENERAL LOCATION 10 MILES EAST OF WINSLOW, AND 9.8 MILES
 ES1098'WEST OF JOSEPH CITY ON A SAND KNOLL
 ES1098'
 ES1098'TO REACH FROM P.O. IN JOSEPH CITY ON WEST ON I-10 9.8 MILES
 ES1098'TO THE STATION ON THE RIGHT (NORTH).  0.05 MILE WEST ON EXIT
 ES1098'OF W.B. REST AREA, 750 FT NORTH OF HWY. 94 FT N.W. OF POWER
 ES1098'LINE POLE 11/17 AND 14.3 FT EAST OF WITNESS POST
 ES1098'
 ES1098'STATION MARK IN AND GOOD
 ES1098'
 ES1098'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 ES1098'
 ES1098'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0506 ***********************************************************************
 GP0506  DESIGNATION -  SAND
 GP0506  PID         -  GP0506
 GP0506  STATE/COUNTY-  AZ/COCONINO
 GP0506  USGS QUAD   -  LEES FERRY (1985)
 GP0506
 GP0506                         *CURRENT SURVEY CONTROL
 GP0506  ___________________________________________________________________
 GP0506* NAD 83(1992)-  36 48 15.33081(N)    111 31 16.46086(W)     ADJUSTED  
 GP0506* NAVD 88     -      1510.1    (meters)    4954.     (feet)  VERTCON   
 GP0506  ___________________________________________________________________
 GP0506  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 GP0506  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0506  HORZ ORDER  -  SECOND
 GP0506
 GP0506.The horizontal coordinates were established by classical geodetic methods
 GP0506.and adjusted by the National Geodetic Survey in August 1993.
 GP0506
 GP0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0506
 GP0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0506
 GP0506.The geoid height was determined by GEOID03.
 GP0506
 GP0506;                    North         East     Units Scale Factor Converg.
 GP0506;SPC AZ C     -   643,822.648   248,644.236   MT  0.99991533   +0 14 12.8
 GP0506;SPC AZ C     - 2,112,279.03    815,761.93   iFT  0.99991533   +0 14 12.8
 GP0506;UTM  12      - 4,073,285.201   453,503.398   MT  0.99962663   -0 18 44.2
 GP0506
 GP0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0506!SPC AZ C     -   0.99976672  x   0.99991533  =   0.99968207
 GP0506!UTM  12      -   0.99976672  x   0.99962663  =   0.99939344
 GP0506
 GP0506|---------------------------------------------------------------------|
 GP0506| PID    Reference Object                     Distance      Geod. Az  |
 GP0506|                                                           dddmmss.s |
 GP0506| CR8003 SAND RM 1                            14.950 METERS 01827     |
 GP0506| GP0497 MESA                                APPROX. 3.8 KM 2250334.7 |
 GP0506| CR8004 SAND RM 2                            11.570 METERS 28824     |
 GP0506|---------------------------------------------------------------------|
 GP0506
 GP0506                          SUPERSEDED SURVEY CONTROL
 GP0506
 GP0506  NAD 83(1986)-  36 48 15.32669(N)    111 31 16.46112(W) AD(       ) 2
 GP0506  NGVD 29 (07/12/88) 1509.1    (m)         4951.     (f) VERT ANG    3  
 GP0506
 GP0506.Superseded values are not recommended for survey control.
 GP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0506.See file dsdata.txt to determine how the superseded data were derived.
 GP0506
 GP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5350373285(NAD 83)
 GP0506_MARKER: DS = TRIANGULATION STATION DISK
 GP0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0506+STABILITY: SURFACE MOTION
 GP0506
 GP0506  HISTORY     - Date     Condition        Report By
 GP0506  HISTORY     - 1983     MONUMENTED       AZDT
 GP0506
 GP0506                          STATION DESCRIPTION
 GP0506
 GP0506'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0506'THE STATION IS LOCATED 8-1/2 MILES SOUTHWEST OF PAGE ALONG U.S.
 GP0506'HIGHWAY 89.
 GP0506'
 GP0506'THE STATION MARK IS AN AZDT DISK STAMPED---SAND 1983---.  IT IS SET IN
 GP0506'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 87 FEET NORTHWEST OF THE
 GP0506'CENTER LINE OF THE HIGHWAY AND ON TOP OF A 12 FOOT HIGHWAY CUT BY A
 GP0506'WITNESS POST AND SIGN.
 GP0506'
 GP0506'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SAND RM 1 1983---.  IT IS
 GP0506'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0506'
 GP0506'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SAND RM 2 1983---.  IT IS
 GP0506'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0506'
 GP0506'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0506'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT ALONG LAKE
 GP0506'POWELL BLVD 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.
 GP0506'TURN LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR 8.9 MILES TO MILE POST
 GP0506'539.6 AND THE STATION ON THE RIGHT ABOVE A HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0913 ***********************************************************************
 FQ0913  DESIGNATION -  SAND
 FQ0913  PID         -  FQ0913
 FQ0913  STATE/COUNTY-  AZ/COCONINO
 FQ0913  USGS QUAD   -  ROCK HEAD (1969)
 FQ0913
 FQ0913                         *CURRENT SURVEY CONTROL
 FQ0913  ___________________________________________________________________
 FQ0913* NAD 83(1992)-  35 42 01.05969(N)    111 00 51.21978(W)     ADJUSTED  
 FQ0913* NAVD 88     -      1711.4    (meters)    5615.     (feet)  VERTCON   
 FQ0913  ___________________________________________________________________
 FQ0913  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FQ0913  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FQ0913  HORZ ORDER  -  THIRD
 FQ0913
 FQ0913.The horizontal coordinates were established by classical geodetic methods
 FQ0913.and adjusted by the National Geodetic Survey in August 1993.
 FQ0913
 FQ0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0913
 FQ0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0913
 FQ0913.The geoid height was determined by GEOID03.
 FQ0913
 FQ0913;                    North         East     Units Scale Factor Converg.
 FQ0913;SPC AZ C     -   521,637.333   295,026.899   MT  0.99998216   +0 31 35.9
 FQ0913;SPC AZ C     - 1,711,408.57    967,936.02   iFT  0.99998216   +0 31 35.9
 FQ0913;UTM  12      - 3,950,707.641   498,712.855   MT  0.99960002   -0 00 29.9
 FQ0913
 FQ0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0913!SPC AZ C     -   0.99973516  x   0.99998216  =   0.99971732
 FQ0913!UTM  12      -   0.99973516  x   0.99960002  =   0.99933528
 FQ0913
 FQ0913:                Primary Azimuth Mark                     Grid Az
 FQ0913:SPC AZ C     -  CHIN                                     205 13 20.6
 FQ0913:UTM  12      -  CHIN                                     205 45 26.4
 FQ0913
 FQ0913|---------------------------------------------------------------------|
 FQ0913| PID    Reference Object                     Distance      Geod. Az  |
 FQ0913|                                                           dddmmss.s |
 FQ0913| FQ0895 CHIN                                APPROX. 7.2 KM 2054456.5 |
 FQ0913|---------------------------------------------------------------------|
 FQ0913
 FQ0913                          SUPERSEDED SURVEY CONTROL
 FQ0913
 FQ0913  NAD 83(1986)-  35 42 01.05675(N)    111 00 51.21756(W) AD(       ) 3
 FQ0913  NGVD 29 (02/23/90) 1710.5    (m)         5612.     (f) VERT ANG    3  
 FQ0913
 FQ0913.Superseded values are not recommended for survey control.
 FQ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0913.See file dsdata.txt to determine how the superseded data were derived.
 FQ0913
 FQ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE9871350708(NAD 83)
 FQ0913_MARKER: DS = TRIANGULATION STATION DISK
 FQ0913_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0913
 FQ0913  HISTORY     - Date     Condition        Report By
 FQ0913  HISTORY     - 1965     MONUMENTED       USGS
 FQ0913  HISTORY     - 1965     GOOD             USGS
 FQ0913  HISTORY     - 1969     GOOD             USGS
 FQ0913
 FQ0913                          STATION DESCRIPTION
 FQ0913
 FQ0913'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0913'LOCATED ABOUT 25 MI ESE. OF GRAY MOUNTAIN, 24 MI SW. OF
 FQ0913'HOTEVILLA, 5 MI NW. OF SAND SPRINGS.  ON SOUTHEAST POINT OF HIGH
 FQ0913'BLUFF AT SOUTHERN END OF MOENKOPI PLATEAU.
 FQ0913'
 FQ0913'TO REACH FROM COAL MINE MESA TRADING POST 21 MI E. OF TUBA CITY
 FQ0913'ON HWY. 264, DRIVE 2 MI E. ON HWY. 264 TO T-RD. S.  TURN RIGHT
 FQ0913'FOLLOWING MAIN RD. 4 MI S. TO Y-RD.  TURN RIGHT 0.1 MI TO Y-RD.
 FQ0913'AND RD. X-ING.  TURN RIGHT AT Y-RD. 1.6 MI S. TO Y-RD.  TURN LEFT
 FQ0913'0.3 MI S. ON MAIN RD. TO X-RDS., CONTINUE 4.5 MI S. TO Y-RD. TO
 FQ0913'FRAME HOGAN, CONTINUE 0.8 MI S. ON MAIN RD. TO X-RDS., CONTINUE
 FQ0913'0.8 MI S. TO LARGE WINDMILL AND TANK, CONTINUE 1.2 MI S. TO RD.
 FQ0913'X-ING., CONTINUE 1.2 MI S. ON MAIN RD. TO RD. X-ING.  CONTINUE
 FQ0913'3.6 MI S. TO X-ING. OF DIM TRACK RD.  TURN RIGHT 0.6 MI SW. ON
 FQ0913'TRACK RD. TO POINT NEAR WHERE RD. DROPS DOWN OFF MESA.  TURN RIGHT
 FQ0913'(W.) ACROSS SAND AREA UP RIDGE TO TOP OF MESA 1.1 MI.  STATION IS
 FQ0913'ABOUT 25 FT N. OF CLIFF EDGE AND 400 FT N. AND 100 FT ABOVE HEAD
 FQ0913'OF SMALL CANYON.
 FQ0913'
 FQ0913'STATION MARK--STANDARD BRONZE TABLET STAMPED---SAND 1965---, WIRED
 FQ0913'TO STEEL FENCEPOST, IN 5-INCH CONCRETE POST, PROJECTING ABOUT 0.5
 FQ0913'FT.
 FQ0913'
 FQ0913'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN DRILL HOLE
 FQ0913'1 FT N. OF CLIFF EDGE.
 FQ0913'
 FQ0913'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN DRILL HOLE
 FQ0913'IN ROCK OUTCROP, 3 INCHES FROM CLIFF EDGE.
 FQ0913
 FQ0913                          STATION RECOVERY (1965)
 FQ0913
 FQ0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0913'RECOVERED AS DESCRIBED BY USGS.
 FQ0913
 FQ0913                          STATION RECOVERY (1969)
 FQ0913
 FQ0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0913'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1189 ***********************************************************************
 CG1189  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1189  DESIGNATION -  SAND
 CG1189  PID         -  CG1189
 CG1189  STATE/COUNTY-  AZ/COCHISE
 CG1189  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG1189
 CG1189                         *CURRENT SURVEY CONTROL
 CG1189  ___________________________________________________________________
 CG1189* NAD 83(2007)-  31 32 45.42454(N)    110 09 24.17949(W)     ADJUSTED  
 CG1189* NAVD 88     -      1288.17   (meters)    4226.3    (feet)  GPS OBS   
 CG1189  ___________________________________________________________________
 CG1189  EPOCH DATE  -        2007.00
 CG1189  X           -  -1,875,130.712 (meters)                     COMP
 CG1189  Y           -  -5,108,361.190 (meters)                     COMP
 CG1189  Z           -   3,318,289.458 (meters)                     COMP
 CG1189  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CG1189  ELLIP HEIGHT-        1260.175 (meters)          (02/10/07) ADJUSTED
 CG1189  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CG1189
 CG1189  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1189  Type    PID    Designation                      North   East  Ellip
 CG1189  -------------------------------------------------------------------
 CG1189  NETWORK CG1189 SAND                              0.88   0.76   2.47
 CG1189  -------------------------------------------------------------------
 CG1189
 CG1189.The horizontal coordinates were established by GPS observations
 CG1189.and adjusted by the National Geodetic Survey in February 2007.
 CG1189
 CG1189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1189.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1189.The horizontal coordinates are valid at the epoch date displayed above.
 CG1189.The epoch date for horizontal control is a decimal equivalence
 CG1189.of Year/Month/Day.
 CG1189
 CG1189.The orthometric height was determined by GPS observations and a
 CG1189.high-resolution geoid model.
 CG1189.The orthometric height was determined by GPS observations and a
 CG1189.high-resolution geoid model using precise GPS observation and
 CG1189.processing techniques.
 CG1189
 CG1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1189
 CG1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1189
 CG1189.The ellipsoidal height was determined by GPS observations
 CG1189.and is referenced to NAD 83.
 CG1189
 CG1189.The geoid height was determined by GEOID03.
 CG1189
 CG1189;                    North         East     Units Scale Factor Converg.
 CG1189;SPC AZ E     -    60,525.884   214,304.729   MT  0.99990001   +0 00 18.7
 CG1189;SPC AZ E     -   198,575.73    703,099.50   iFT  0.99990001   +0 00 18.7
 CG1189;UTM  12      - 3,490,417.807   580,043.969   MT  0.99967902   +0 26 28.4
 CG1189
 CG1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1189!SPC AZ E     -   0.99980216  x   0.99990001  =   0.99970219
 CG1189!UTM  12      -   0.99980216  x   0.99967902  =   0.99948124
 CG1189
 CG1189|---------------------------------------------------------------------|
 CG1189| PID    Reference Object                     Distance      Geod. Az  |
 CG1189|                                                           dddmmss.s |
 CG1189| CS6154 SAND RM 1                             9.508 METERS 08823     |
 CG1189| CS6155 SAND RM 2                             8.807 METERS 26637     |
 CG1189|---------------------------------------------------------------------|
 CG1189
 CG1189                          SUPERSEDED SURVEY CONTROL
 CG1189
 CG1189  NAD 83(1992)-  31 32 45.42439(N)    110 09 24.17910(W) AD(       ) B
 CG1189  ELLIP H (08/22/05) 1260.186  (m)                       GP(       ) 4 2
 CG1189  NAD 83(1992)-  31 32 45.42697(N)    110 09 24.17944(W) AD(       ) 2
 CG1189  NAD 83(1986)-  31 32 45.41986(N)    110 09 24.17126(W) AD(       ) 2
 CG1189  NGVD 29 (06/28/91) 1287.27   (m)         4223.3    (f) LEVELING    3  
 CG1189
 CG1189.Superseded values are not recommended for survey control.
 CG1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1189.See file dsdata.txt to determine how the superseded data were derived.
 CG1189
 CG1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8004490418(NAD 83)
 CG1189_MARKER: DS = TRIANGULATION STATION DISK
 CG1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1189_STAMPING: NONE
 CG1189_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1189+STABILITY: SURFACE MOTION
 CG1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1189+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1189
 CG1189  HISTORY     - Date     Condition        Report By
 CG1189  HISTORY     - 1986     MONUMENTED       AZDT
 CG1189  HISTORY     - 20020410 GOOD             INDIV
 CG1189  HISTORY     - 20040429 GOOD             AZ-003
 CG1189
 CG1189                          STATION DESCRIPTION
 CG1189
 CG1189'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1189'THE STATION IS LOCATED 6-1/2 MILES EAST OF SIERRA VISTA ALONG THE
 CG1189'SOUTH SIDE OF STATE ROUTE 90 AT MILE POST 327.6.
 CG1189'
 CG1189'THE STATION MARK IS AN AZDT DISK STAMPED---SAND 1986---.  IT IS SET IN
 CG1189'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 97 FEET SOUTH OF THE
 CG1189'CENTER LINE OF SR 90 AND 2 FEET NORTH OF THE RIGHT OF WAY FENCE.
 CG1189'
 CG1189'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SAND RM 1 1986---.  IT IS
 CG1189'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1189'RIGHT OF WAY FENCE.
 CG1189'
 CG1189'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SAND RM 2 1986---.  IT IS
 CG1189'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1189'RIGHT OF WAY FENCE.
 CG1189'
 CG1189'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1189'1.0 MILE ALONG FRY BLVD TO STATE ROUTES 90 AND 92.  TRAVEL EAST ALONG
 CG1189'STATE ROUTE 90 FOR 6.45 MILES TO THE STATION ON THE LEFT.
 CG1189
 CG1189                          STATION RECOVERY (2002)
 CG1189
 CG1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG1189'RECOVERED AS DESCRIBED.  MONUMENT IS IN GOOD CONDITION.  ALSO FOUND
 CG1189'RM2.  THIS MONUMENT HAS CONCRETE CHIPPED ON SOUTHERLY EDGE BUT DOES
 CG1189'NOT APPEAR TO HAVE BE OUT OF PLACE.
 CG1189
 CG1189                          STATION RECOVERY (2004)
 CG1189
 CG1189'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1189'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0598 ***********************************************************************
 FP0598  DESIGNATION -  SANDHILL
 FP0598  PID         -  FP0598
 FP0598  STATE/COUNTY-  AZ/APACHE
 FP0598  USGS QUAD   -  NORTH MILL WELL (1972)
 FP0598
 FP0598                         *CURRENT SURVEY CONTROL
 FP0598  ___________________________________________________________________
 FP0598* NAD 83(1992)-  35 08 34.35833(N)    109 44 09.35833(W)     ADJUSTED  
 FP0598* NAVD 88     -      1800.29   (+/-2cm)    5906.5    (feet)  VERTCON   
 FP0598  ___________________________________________________________________
 FP0598  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 FP0598  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FP0598  HORZ ORDER  -  FIRST
 FP0598  VERT ORDER  -  THIRD ? (See Below)
 FP0598
 FP0598.The horizontal coordinates were established by classical geodetic methods
 FP0598.and adjusted by the National Geodetic Survey in August 1993.
 FP0598
 FP0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0598.The vertical order pertains to the NGVD 29 superseded value.
 FP0598
 FP0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0598
 FP0598.The geoid height was determined by GEOID03.
 FP0598
 FP0598;                    North         East     Units Scale Factor Converg.
 FP0598;SPC AZ E     -   459,508.631   252,608.629   MT  0.99991898   +0 14 52.6
 FP0598;SPC AZ E     - 1,507,574.25    828,768.47   iFT  0.99991898   +0 14 52.6
 FP0598;UTM  12      - 3,889,619.041   615,150.534   MT  0.99976341   +0 43 39.7
 FP0598
 FP0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0598!SPC AZ E     -   0.99972118  x   0.99991898  =   0.99964018
 FP0598!UTM  12      -   0.99972118  x   0.99976341  =   0.99948465
 FP0598
 FP0598|---------------------------------------------------------------------|
 FP0598| PID    Reference Object                     Distance      Geod. Az  |
 FP0598|                                                           dddmmss.s |
 FP0598| CD4849 SANDHILL RM 1                         5.848 METERS 04128     |
 FP0598| FP0596 LOS ANGELES ALBUQ AWY BCN 53        APPROX.22.9 KM 1231140.2 |
 FP0598| CD4850 SANDHILL RM 2                         6.853 METERS 13222     |
 FP0598| CD4848 V S 22                                             2030116.8 |
 FP0598|---------------------------------------------------------------------|
 FP0598
 FP0598                          SUPERSEDED SURVEY CONTROL
 FP0598
 FP0598  NAD 83(1986)-  35 08 34.35328(N)    109 44 09.36166(W) AD(       ) 1
 FP0598  NAD 27      -  35 08 34.27400(N)    109 44 06.93700(W) AD(       ) 1
 FP0598  NGVD 29 (07/19/86) 1799.37   (m)         5903.4    (f) LEVELING    3  
 FP0598
 FP0598.Superseded values are not recommended for survey control.
 FP0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0598.See file dsdata.txt to determine how the superseded data were derived.
 FP0598
 FP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1515189619(NAD 83)
 FP0598_MARKER: DD = SURVEY DISK
 FP0598_SETTING: 0 = UNSPECIFIED SETTING
 FP0598
 FP0598  HISTORY     - Date     Condition        Report By
 FP0598  HISTORY     - 1936     MONUMENTED       USGS
 FP0598  HISTORY     - 1967     GOOD             CGS
 FP0598
 FP0598                          STATION DESCRIPTION
 FP0598
 FP0598'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 FP0598'THIS IS A TRIANGULATION STATION OF THE U.S. GEOLOGICAL SURVEY.
 FP0598'IT IS LOCATED ON THE EAST RIM OF THE PAINTED DESERT, 11 MILES
 FP0598'NORTHWEST OF NAVAJO, AND 5 MILES NORTHEAST OF THE PAINTED
 FP0598'DESERT STORE.  IT IS IN SEC. 7, T. 20 N., R. 25 E.  THE
 FP0598'STATION MARK IS A STANDARD U.S.G.S. MARK.  IT IS CEMENTED IN
 FP0598'THE TOP OF A 6- BY 8-INCH SANDSTONE POST.  THE MARK IS STAMPED
 FP0598'SAND HILL 1933, ELEV. 5903 FT.
 FP0598'
 FP0598'TO REACH THE STATION FROM HOLBROOK, GO NORTHEAST ON U.S.
 FP0598'HIGHWAY 66 (ROAD TO NAVAJO) FOR 27 MILES TO THE DESERT PARK
 FP0598'ZOO AND CURIO SHOP.  THIS PLACE IS 3.4 MILES NORTHEAST OF THE
 FP0598'ENTRANCE TO THE PETRIFIED FOREST NATIONAL MONUMENT, WHICH IS
 FP0598'AT T-ROAD SOUTH.  FROM THE PARK ZOO GO EASTERLY ON HIGHWAY
 FP0598'66 FOR 0.5 MILE TO A WIRE GATE IN THE FENCE ON THE NORTH SIDE OF
 FP0598'THE ROAD.  TURN LEFT (NORTH) THROUGH THE GATE AND KEEP STRAIGHT
 FP0598'AHEAD AT AN INTERSECTION JUST BEYOND THE FENCE.  FROM HERE
 FP0598'GO 1.2 MILES TO A DIM Y.  HERE BEAR RIGHT AND GO 0.5 MILE TO
 FP0598'ANOTHER DIM Y.  HERE BEAR RIGHT AND GO 3.0 MILES TO WHERE
 FP0598'THE ROAD CROSSES THE RIM AND DESCENDS TO THE DESERT FLOOR,
 FP0598'THIS POINT IS 0.9 MILE BEYOND A SMALL LAKE ON THE RIGHT.
 FP0598'FROM HERE TURN RIGHT AND FOLLOW ALONG THE EAST EDGE OF
 FP0598'THE DESERT RIM FOR 0.5 MILE TO THE STATION, 30 FEET EAST OF
 FP0598'THE EAST EDGE OF THE RIM.  THE ROAD AT BEST IS JUST A
 FP0598'TRACK ROAD, AND IN PLACES IS VERY DIM.  IN WET WEATHER IT
 FP0598'WILL BE DIFFICULT TO TRAVEL WITH A TRUCK.
 FP0598'
 FP0598'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  IT IS A STANDARD
 FP0598'U.S.G.S. REFERENCE MARK CEMENTED IN THE TOP OF A 6- BY 6-INCH
 FP0598'SANDSTONE POST.  IT IS STAMPED NO. 1.
 FP0598'
 FP0598'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  IT IS A
 FP0598'STANDARD U.S.G.S. REFERENCE MARK, CEMENTED IN THE TOP F A
 FP0598'6- BY 6-INCH SANDSTONE POST.  IT IS STAMPED NO. 2.  BOTH REFERENCE
 FP0598'MARKS, AND THE STATION MARK ARE FLUSH WITH THE GROUND.
 FP0598'
 FP0598'AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  IT IS
 FP0598'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK NO. V S 22 ELEV.
 FP0598'5814 FT.  THE MARK IS APPROXIMATELY 5 MILES SOUTH-SOUTHWEST
 FP0598'OF THE STATION.  IT IS 40 FEET NORTHEAST OF THE NORTHEAST
 FP0598'CORNER OF THE ZOO AT DESERT PARK, 125 FEET NORTH OF THE
 FP0598'CENTERLINE OF U.S. HIGHWAY 66, ABOUT 15 FEET SOUTH AND EAST
 FP0598'OF THE RIM OF THE DESERT.  THE MARK IS CEMENTED IN THE TOP
 FP0598'OF A 6- BY 8-INCH SANDSTONE POST THAT PROJECTS 8 INCHES
 FP0598'ABOVE THE GROUND.
 FP0598'
 FP0598'A 4-FOOT STAND SAW ALL STATIONS.
 FP0598
 FP0598                          STATION RECOVERY (1967)
 FP0598
 FP0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 FP0598'NO DESCRIPTION WAS AVAILABLE AT THE TIME OF RECOVERY.
 FP0598'
 FP0598'THE STATION MARK AND THE REFERENCE MARKS 1 AND 2 WERE FOUND
 FP0598'IN GOOD CONDITION.  NO AZIMUTH MARK WAS RECOVERED DUE TO LACK
 FP0598'OF DESCRIPTION.
 FP0598'
 FP0598'TO REACH THE STATION FROM THE ENTRANCE GATE OF THE PETRIFIED
 FP0598'FOREST NATIONAL PARK, FOLLOW THE MAIN ROAD NORTH FOR 8.35
 FP0598'MILES TO A SERVICE ROAD ON THE RIGHT (OLD ROUTE 66).  FOLLOW
 FP0598'THIS ROAD EAST FOR 2.75 MILES TO THE PARK FENCE.  TURN LEFT,
 FP0598'NORTH, AND FOLLOW THE FENCE ROAD NORTH FOR 2.65 MILES.
 FP0598'AT THIS POINT THE FENCE BREAKS OFF SHARPLY TO THE EAST.
 FP0598'TAKE THE LEFT FORK AND CONTINUE NORTH FOR 1.0 MILES TO THE
 FP0598'STATION ON THE LEFT AND R.M. 2 ON THE RIGHT.
 FP0598'
 FP0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--29 MILES
 FP0598'NORTHEAST OF HOLBROOK, ARIZ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0864 ***********************************************************************
 CY0864  DESIGNATION -  SANDIA
 CY0864  PID         -  CY0864
 CY0864  STATE/COUNTY-  AZ/GREENLEE
 CY0864  USGS QUAD   -  SHELDON (1986)
 CY0864
 CY0864                         *CURRENT SURVEY CONTROL
 CY0864  ___________________________________________________________________
 CY0864* NAD 83(1992)-  32 46 53.86980(N)    109 10 32.90100(W)     ADJUSTED  
 CY0864* NAVD 88     -      1219.9    (meters)    4002.     (feet)  VERTCON   
 CY0864  ___________________________________________________________________
 CY0864  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CY0864  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY0864  HORZ ORDER  -  SECOND
 CY0864
 CY0864.The horizontal coordinates were established by classical geodetic methods
 CY0864.and adjusted by the National Geodetic Survey in August 1993.
 CY0864
 CY0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0864
 CY0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0864
 CY0864.The geoid height was determined by GEOID03.
 CY0864
 CY0864;                    North         East     Units Scale Factor Converg.
 CY0864;SPC AZ E     -   197,970.821   306,179.211   MT  1.00000620   +0 32 11.5
 CY0864;SPC AZ E     -   649,510.57  1,004,524.97   iFT  1.00000620   +0 32 11.5
 CY0864;UTM  12      - 3,628,551.707   670,839.196   MT  0.99995989   +0 59 16.5
 CY0864
 CY0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0864!SPC AZ E     -   0.99981259  x   1.00000620  =   0.99981879
 CY0864!UTM  12      -   0.99981259  x   0.99995989  =   0.99977249
 CY0864
 CY0864|---------------------------------------------------------------------|
 CY0864| PID    Reference Object                     Distance      Geod. Az  |
 CY0864|                                                           dddmmss.s |
 CY0864| CY0877 SANDIA RM 1                          12.042 METERS 01648     |
 CY0864| CY0878 SANDIA RM 2                          10.129 METERS 28314     |
 CY0864| CY1105 GUTHRIE RESET                       APPROX.17.5 KM 3120651.4 |
 CY0864|---------------------------------------------------------------------|
 CY0864
 CY0864                          SUPERSEDED SURVEY CONTROL
 CY0864
 CY0864  NAD 83(1986)-  32 46 53.86612(N)    109 10 32.89698(W) AD(       ) 2
 CY0864  NGVD 29 (02/22/88) 1219.2    (m)         4000.     (f) VERT ANG    3  
 CY0864
 CY0864.Superseded values are not recommended for survey control.
 CY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0864.See file dsdata.txt to determine how the superseded data were derived.
 CY0864
 CY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7083928552(NAD 83)
 CY0864_MARKER: DS = TRIANGULATION STATION DISK
 CY0864_SETTING: 66 = SET IN ROCK OUTCROP
 CY0864_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0864+STABILITY: POSITION/ELEVATION WELL
 CY0864
 CY0864  HISTORY     - Date     Condition        Report By
 CY0864  HISTORY     - 1983     MONUMENTED       AZDT
 CY0864
 CY0864                          STATION DESCRIPTION
 CY0864
 CY0864'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0864'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF DUNCAN, 1 MILE SOUTHWEST
 CY0864'OF STATE ROUTE 75 ON A LOW ROCKY RIDGE ALONG THE WEST BANK OF THE GILA
 CY0864'RIVER.
 CY0864'
 CY0864'THE STATION MARK IS AN AZDT DISK STAMPED---SANDIA 1983---.  IT IS SET
 CY0864'IN A DRILL HOLE IN A BOULDER 10 FEET NORTH OF A WITNESS POST.
 CY0864'
 CY0864'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SANDIA RM 1 1983---.  IT IS
 CY0864'SET IN A DRILL HOLE IN A BOULDER.
 CY0864'
 CY0864'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SANDIA RM 2 1983---.  IT IS
 CY0864'SET IN A DRILL HOLE IN A BOULDER.
 CY0864'
 CY0864'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN TRAVEL NORTHEAST
 CY0864'ALONG MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN LEFT ALONG
 CY0864'THE HIGHWAY FOR 2.1 MILES TO A BLADED ROAD ON THE RIGHT JUST AFTER
 CY0864'PASSING A WHITE HOUSE ON THE RIGHT.  TURN RIGHT CROSSING OVER A CATTLE
 CY0864'GUARD AND TRAVEL NORTH FOR 0.75 MILE TO A BLADED ROAD ON THE RIGHT
 CY0864'CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK
 CY0864'NORTHWEST FOR 0.4 MILE TO A CATTLE GUARD, CONTINUE AHEAD FOR 0.75 MILE
 CY0864'TO A FORK.  TAKE THE LEFT FORK AND TRAVEL NORTH FOR 0.25 MILE TO A
 CY0864'TRAIL ROAD LEFT, CONTINUE AHEAD FOR 1.1 MILES TO A PIPE AND WIRE GATE
 CY0864'ON THE RIGHT.  TURN RIGHT FOR 0.1 MILE TO A TRAIL ROAD RIGHT.  TURN
 CY0864'RIGHT FOR 0.45 MILE TO THE BOTTOM OF A WASH AND A GULLY OR SMALL WASH
 CY0864'LEADING DOWN THE HILL ON THE RIGHT.  PACK EAST UP THE RIDGE ON THE
 CY0864'RIGHT TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1190 ***********************************************************************
 CG1190  DESIGNATION -  SANDS
 CG1190  PID         -  CG1190
 CG1190  STATE/COUNTY-  AZ/COCHISE
 CG1190  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG1190
 CG1190                         *CURRENT SURVEY CONTROL
 CG1190  ___________________________________________________________________
 CG1190* NAD 83(1992)-  31 41 38.65381(N)    110 23 13.87561(W)     ADJUSTED  
 CG1190* NAVD 88     -      1434.6    (meters)    4707.     (feet)  VERTCON   
 CG1190  ___________________________________________________________________
 CG1190  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CG1190  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CG1190  HORZ ORDER  -  SECOND
 CG1190
 CG1190.The horizontal coordinates were established by classical geodetic methods
 CG1190.and adjusted by the National Geodetic Survey in August 1993.
 CG1190
 CG1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1190
 CG1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1190
 CG1190.The geoid height was determined by GEOID03.
 CG1190
 CG1190;                    North         East     Units Scale Factor Converg.
 CG1190;SPC AZ E     -    76,968.823   192,455.453   MT  0.99990539   -0 06 57.1
 CG1190;SPC AZ E     -   252,522.39    631,415.53   iFT  0.99990539   -0 06 57.1
 CG1190;UTM  12      - 3,506,689.709   558,075.268   MT  0.99964160   +0 19 19.1
 CG1190
 CG1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1190!SPC AZ E     -   0.99977917  x   0.99990539  =   0.99968458
 CG1190!UTM  12      -   0.99977917  x   0.99964160  =   0.99942085
 CG1190
 CG1190|---------------------------------------------------------------------|
 CG1190| PID    Reference Object                     Distance      Geod. Az  |
 CG1190|                                                           dddmmss.s |
 CG1190| CS6157 SANDS RM 2                            9.991 METERS 00032     |
 CG1190| CS6156 SANDS RM 1                            8.521 METERS 17118     |
 CG1190|---------------------------------------------------------------------|
 CG1190
 CG1190                          SUPERSEDED SURVEY CONTROL
 CG1190
 CG1190  NAD 83(1986)-  31 41 38.64486(N)    110 23 13.86967(W) AD(       ) 2
 CG1190  NGVD 29 (06/28/91) 1433.7    (m)         4704.     (f) VERT ANG    3  
 CG1190
 CG1190.Superseded values are not recommended for survey control.
 CG1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1190.See file dsdata.txt to determine how the superseded data were derived.
 CG1190
 CG1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5807506690(NAD 83)
 CG1190_MARKER: DS = TRIANGULATION STATION DISK
 CG1190_SETTING: 66 = SET IN ROCK OUTCROP
 CG1190_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1190+STABILITY: POSITION/ELEVATION WELL
 CG1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1190+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2006
 CG1190
 CG1190  HISTORY     - Date     Condition        Report By
 CG1190  HISTORY     - 1986     MONUMENTED       AZDT
 CG1190  HISTORY     - 20061230 GOOD             GEOCAC
 CG1190
 CG1190                          STATION DESCRIPTION
 CG1190
 CG1190'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1190'THE STATION IS LOCATED ON TOP OF A LOW HILL WHICH IS ABOUT 4 MILES
 CG1190'NORTH OF HUACHUCA CITY ALONG THE NORTH SIDE OF STATE ROUTE 82.
 CG1190'
 CG1190'THE STATION MARK IS AN AZDT DISK STAMPED---SANDS 1986---.  IT IS SET
 CG1190'IN A DRILL HOLE IN ROCK ON TOP OF THE LOWEST 1 OF 3 SMALL HILLS.
 CG1190'
 CG1190'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SANDS RM 1 1986---.  IT IS
 CG1190'SET IN A DRILL HOLE IN AN OUTCROP OF ROCK.
 CG1190'
 CG1190'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SANDS RM 2 1986---.  IT IS
 CG1190'SET IN A DRILL HOLE IN AN OUTCROP OF ROCK.
 CG1190'
 CG1190'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1190'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG1190'ROUTE 82.  TURN LEFT AND TRAVEL WEST ALONG SR 82 FOR 2.2 MILES TO END
 CG1190'OF TRUCK TRAVEL AT MILE POST 49.4.  PACK NORTH UP THE RIDGE TO THE TOP
 CG1190'OF THE FIRST LOW HILL AND STATION.
 CG1190
 CG1190                          STATION RECOVERY (2006)
 CG1190
 CG1190'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG1190'LOCATED AS DESCRIPTION INDICATES WITH THE EXCEPTION OF ALL MARKERS ARE
 CG1190'STAMED 1987 INSTEAD OF 1986
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0583 ***********************************************************************
 FQ0583  DESIGNATION -  SANDSTONE
 FQ0583  PID         -  FQ0583
 FQ0583  STATE/COUNTY-  AZ/COCONINO
 FQ0583  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0583
 FQ0583                         *CURRENT SURVEY CONTROL
 FQ0583  ___________________________________________________________________
 FQ0583* NAD 83(1992)-  35 51 29.92365(N)    111 28 02.67910(W)     ADJUSTED  
 FQ0583* NAVD 88     -      1396.6    (meters)    4582.     (feet)  VERTCON   
 FQ0583  ___________________________________________________________________
 FQ0583  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 FQ0583  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0583  HORZ ORDER  -  SECOND
 FQ0583
 FQ0583.The horizontal coordinates were established by classical geodetic methods
 FQ0583.and adjusted by the National Geodetic Survey in August 1993.
 FQ0583
 FQ0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0583
 FQ0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0583
 FQ0583.The geoid height was determined by GEOID03.
 FQ0583
 FQ0583;                    North         East     Units Scale Factor Converg.
 FQ0583;SPC AZ C     -   538,886.287   253,934.967   MT  0.99992028   +0 15 47.4
 FQ0583;SPC AZ C     - 1,767,999.63    833,119.97   iFT  0.99992028   +0 15 47.4
 FQ0583;UTM  12      - 3,968,334.220   457,797.996   MT  0.99962195   -0 16 25.7
 FQ0583
 FQ0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0583!SPC AZ C     -   0.99978461  x   0.99992028  =   0.99970491
 FQ0583!UTM  12      -   0.99978461  x   0.99962195  =   0.99940664
 FQ0583
 FQ0583|---------------------------------------------------------------------|
 FQ0583| PID    Reference Object                     Distance      Geod. Az  |
 FQ0583|                                                           dddmmss.s |
 FQ0583| CH3283 SANDSTONE RM 1                       12.753 METERS 07813     |
 FQ0583| CH3284 SANDSTONE RM 2                       13.235 METERS 25937     |
 FQ0583| FQ0585 HOLE                                APPROX. 1.4 KM 2830041.6 |
 FQ0583|---------------------------------------------------------------------|
 FQ0583
 FQ0583                          SUPERSEDED SURVEY CONTROL
 FQ0583
 FQ0583  NAD 83(1986)-  35 51 29.92491(N)    111 28 02.67561(W) AD(       ) 2
 FQ0583  NAD 27      -  35 51 29.94066(N)    111 28 00.16211(W) AD(       ) 2
 FQ0583  NGVD 29 (07/19/86) 1395.7    (m)         4579.     (f) VERT ANG    3  
 FQ0583
 FQ0583.Superseded values are not recommended for survey control.
 FQ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0583.See file dsdata.txt to determine how the superseded data were derived.
 FQ0583
 FQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5779868334(NAD 83)
 FQ0583_MARKER: DD = SURVEY DISK
 FQ0583_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0583
 FQ0583  HISTORY     - Date     Condition        Report By
 FQ0583  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0583
 FQ0583                          STATION DESCRIPTION
 FQ0583
 FQ0583'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0583'THE STATION IS ABOUT 47 MILES EAST NORTHEAST OF FLAGSTAFF AND 3
 FQ0583'MILES WEST SOUTHWEST OF CAMERON ON THE SOUTH SIDE OF ARIZONA
 FQ0583'HWY. 64 IN A SANDSTONE OUTCROP.
 FQ0583'
 FQ0583'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED SANDSTONE
 FQ0583'1977 EPOXIED IN A DRILL HOLE ON A SANDSTONE OUTCROP.  THE STATION
 FQ0583'IS 200 FEET SOUTH OF HWY. 64 CENTERLINE AND 100 FEET SOUTH OF
 FQ0583'NEWLY STAKED EASTBOUND LANE, (NEW CONSTRUCTION) MARKED WITH A
 FQ0583'WITNESS POST AND SIGN 4.7 FEET WNW.
 FQ0583'
 FQ0583'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED SANDSTONE
 FQ0583'RM 1 1977 AND IS EPOXIED TO A SANDSTONE OUTCROP WHICH IS LOWER
 FQ0583'THAN STATION.
 FQ0583'
 FQ0583'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED SANDSTONE
 FQ0583'RM 2 EPOXIED TO A SANDSTONE OUTCROP LOWER THAN THE STATION.
 FQ0583'
 FQ0583'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0583'FOR ABOUT 1 MILE TO JUNCTION WITH ARIZONA HWY. 64, TURN RIGHT
 FQ0583'WEST AND GO TO MILE POST 293.55 AND THE STATION ON THE LEFT
 FQ0583'(SOUTH).  STATION IS ON A SANDSTONE OUTCROP OVERLOOKING A SWALE
 FQ0583'TO THE WEST.
 FQ0583'
 FQ0583'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1100 ***********************************************************************
 ET1100  DESIGNATION -  SANDY
 ET1100  PID         -  ET1100
 ET1100  STATE/COUNTY-  AZ/MOHAVE
 ET1100  USGS QUAD   -  WIKIEUP (1967)
 ET1100
 ET1100                         *CURRENT SURVEY CONTROL
 ET1100  ___________________________________________________________________
 ET1100* NAD 83(1992)-  34 41 05.83316(N)    113 37 11.30053(W)     ADJUSTED  
 ET1100* NAVD 88     -       771.7    (meters)    2532.     (feet)  VERTCON   
 ET1100  ___________________________________________________________________
 ET1100  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ET1100  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ET1100  HORZ ORDER  -  FIRST
 ET1100
 ET1100.The horizontal coordinates were established by classical geodetic methods
 ET1100.and adjusted by the National Geodetic Survey in August 1993.
 ET1100
 ET1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1100
 ET1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1100
 ET1100.The geoid height was determined by GEOID03.
 ET1100
 ET1100;                    North         East     Units Scale Factor Converg.
 ET1100;SPC AZ W     -   408,648.532   225,289.781   MT  0.99993509   +0 04 26.7
 ET1100;SPC AZ W     - 1,340,710.41    739,139.70   iFT  0.99993509   +0 04 26.7
 ET1100;UTM  12      - 3,841,230.273   259,996.034   MT  1.00031003   -1 29 29.6
 ET1100
 ET1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1100!SPC AZ W     -   0.99988344  x   0.99993509  =   0.99981854
 ET1100!UTM  12      -   0.99988344  x   1.00031003  =   1.00019344
 ET1100
 ET1100:                Primary Azimuth Mark                     Grid Az
 ET1100:SPC AZ W     -  SANDY AZ MK                              006 32 56.1
 ET1100:UTM  12      -  SANDY AZ MK                              008 06 52.4
 ET1100
 ET1100|---------------------------------------------------------------------|
 ET1100| PID    Reference Object                     Distance      Geod. Az  |
 ET1100|                                                           dddmmss.s |
 ET1100| CH3285 SANDY AZ MK                                        0063722.8 |
 ET1100| CH3286 SANDY RM 1                            8.108 METERS 02615     |
 ET1100| CH3287 SANDY RM 2                           10.498 METERS 12346     |
 ET1100| ET1107 GROOMS PEAK                         APPROX.10.3 KM 2562957.2 |
 ET1100|---------------------------------------------------------------------|
 ET1100
 ET1100                          SUPERSEDED SURVEY CONTROL
 ET1100
 ET1100  NAD 83(1986)-  34 41 05.83333(N)    113 37 11.30717(W) AD(       ) 1
 ET1100  NAD 27      -  34 41 05.78500(N)    113 37 08.53600(W) AD(       ) 1
 ET1100  NGVD 29 (07/19/86)  771.0    (m)         2530.     (f) VERT ANG    3  
 ET1100
 ET1100.Superseded values are not recommended for survey control.
 ET1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1100.See file dsdata.txt to determine how the superseded data were derived.
 ET1100
 ET1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5999641230(NAD 83)
 ET1100_MARKER: DS = TRIANGULATION STATION DISK
 ET1100_SETTING: 66 = SET IN ROCK OUTCROP
 ET1100
 ET1100  HISTORY     - Date     Condition        Report By
 ET1100  HISTORY     - 1944     MONUMENTED       CGS
 ET1100  HISTORY     - 1968     GOOD             AZHD
 ET1100  HISTORY     - 1979     GOOD             AZDT
 ET1100  HISTORY     - 1980     GOOD             AZDT
 ET1100
 ET1100                          STATION DESCRIPTION
 ET1100
 ET1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1100'STATION IS LOCATED ABOUT 1-1/2 MILES S OF WIKIEUP, ON THE
 ET1100'FIRST PROMINENT RIDGE RUNNING E AND W.  THE RIDGES TO THE S
 ET1100'ARE HIGHER AND THE HILLS TO THE W RISE UP SHARPLY WHILE THE
 ET1100'STATION IS ON A SMOOTH SANDY RIDGE.
 ET1100'
 ET1100'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 ET1100'PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE AND
 ET1100'IS STAMPED SANDY 1944.  IT IS AT ABOUT THE MIDDLE OF THE
 ET1100'RIDGE AND ABOUT 150 FEET E OF SADDLE MENTIONED BELOW.
 ET1100'
 ET1100'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1100'PROJECTING ABOUT 2 FEET ABOVE THE SURFACE AND IS STAMPED
 ET1100'SANDY NO 1 1944.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 ET1100'STATION MARK.
 ET1100'
 ET1100'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1100'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE AND IS STAMPED SANDY
 ET1100'NO 2 1944.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN STATION
 ET1100'MARK.
 ET1100'
 ET1100'AZIMUTH MARK IS A BRONZE AZIMUTH DISK.  IT IS SET IN THE S
 ET1100'END OF THE CONCRETE BASE OF THE GAS PUMPS AT THE BOYETT STORE
 ET1100'AND SERVICE STATION IN WIKIEUP.  IT IS STAMPED SANDY 1944.
 ET1100'
 ET1100'TO REACH STATION FROM THE BOYETT STORE AND SERVICE STATION,
 ET1100'GO S FROM WIKIEUP FOR 1.1 MILES TO WHERE THE MAIN ROAD TURNS
 ET1100'LEFT, KEEP STRAIGHT AHEAD, LEAVING THE MAIN ROAD, AND CONTINUE
 ET1100'FOR 0.1 MILE TO A SCHOOLHOUSE ON THE LEFT.  CONTINUE STRAIGHT
 ET1100'AHEAD FOR 0.45 MILE TO WASH ON THE RIGHT SIDE OF THE ROAD.
 ET1100'THIS IS ABOUT A HUNDRED FEET BEFORE COMING TO A FENCE CORNER
 ET1100'ON THE LEFT AND IS THE END OF TRUCK TRAVEL.  PACK UP THE WASH
 ET1100'ABOUT 100 YARDS AND BEAR LEFT TO THE FIRST RIDGE, CONTINUE
 ET1100'UP RIDGE ABOUT 1/2 MILE TO THE STATION.  THE STATION IS
 ET1100'REACHED JUST BEFORE GOING INTO THE DEEP SADDLE WHERE THIS
 ET1100'RIDGE JOINS THE RIDGE TO THE S AND THERE ARE PROMINENT
 ET1100'BOULDERS AROUND IT.
 ET1100
 ET1100                          STATION RECOVERY (1968)
 ET1100
 ET1100'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 ET1100'GENERAL LOCATION THE STATION, BOTH REFERENCE MARKS AND
 ET1100'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION THE DESCRIPTION
 ET1100'IS ADEQUATE
 ET1100
 ET1100                          STATION RECOVERY (1979)
 ET1100
 ET1100'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1100'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 ET1100'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 ET1100'RECOVERED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET1100'
 ET1100'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL SOUTH ON
 ET1100'U.S. HIGHWAY 93 FOR 0.6 MILE TO A GATE IN THE WEST RIGHT OF WAY FENCE
 ET1100'LINE.  TURN RIGHT THROUGH GATE AND TRAVEL 0.5 MILE TO END OF TRUCK
 ET1100'TRAVEL.  PACK SOUTH TO TOP OF LOW RIDGE, BEAR RIGHT AND FOLLOW RIDGE
 ET1100'WESTERLY TO STATION.
 ET1100
 ET1100                          STATION RECOVERY (1980)
 ET1100
 ET1100'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1100'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 ET1100'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 ET1100'RECOVERED.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET1100'
 ET1100'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL SOUTH ON
 ET1100'US HIGHWAY 93 FOR 0.6 MILE TO A GATE ON THE WEST SIDE OF THE ROAD,
 ET1100'TURN RIGHT PASSING THROUGH GATE AND TRAVEL 0.5 MILE TO END OF TRUCK
 ET1100'TRAVEL.  PACK SOUTH TO TOP OF LOW RIDGE, TURN RIGHT AND FOLLOW RIDGE
 ET1100'WESTERLY TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0325 ***********************************************************************
 GQ0325  DESIGNATION -  SANDY
 GQ0325  PID         -  GQ0325
 GQ0325  STATE/COUNTY-  AZ/COCONINO
 GQ0325  USGS QUAD   -  CLEAR WATER SPRING (1988)
 GQ0325
 GQ0325                         *CURRENT SURVEY CONTROL
 GQ0325  ___________________________________________________________________
 GQ0325* NAD 83(1992)-  36 51 15.68480(N)    112 30 26.06211(W)     ADJUSTED  
 GQ0325* NAVD 88     -      1500.8    (meters)    4924.     (feet)  VERTCON   
 GQ0325  ___________________________________________________________________
 GQ0325  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 GQ0325  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 GQ0325  HORZ ORDER  -  SECOND
 GQ0325
 GQ0325.The horizontal coordinates were established by classical geodetic methods
 GQ0325.and adjusted by the National Geodetic Survey in November 1997.
 GQ0325
 GQ0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0325
 GQ0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0325
 GQ0325.The geoid height was determined by GEOID03.
 GQ0325
 GQ0325;                    North         East     Units Scale Factor Converg.
 GQ0325;SPC AZ C     -   649,471.574   160,697.037   MT  0.99993416   -0 21 15.2
 GQ0325;SPC AZ C     - 2,130,812.25    527,221.25   iFT  0.99993416   -0 21 15.2
 GQ0325;SPC AZ W     -   650,051.386   324,185.892   MT  1.00008459   +0 44 43.7
 GQ0325;SPC AZ W     - 2,132,714.52  1,063,602.01   iFT  1.00008459   +0 44 43.7
 GQ0325;UTM  12      - 4,079,776.079   365,632.021   MT  0.99982243   -0 54 14.9
 GQ0325
 GQ0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0325!SPC AZ C     -   0.99976803  x   0.99993416  =   0.99970220
 GQ0325!SPC AZ W     -   0.99976803  x   1.00008459  =   0.99985260
 GQ0325!UTM  12      -   0.99976803  x   0.99982243  =   0.99959050
 GQ0325
 GQ0325:                Primary Azimuth Mark                     Grid Az
 GQ0325:SPC AZ C     -  SANDY AZ MK                              008 33 28.4
 GQ0325:SPC AZ W     -  SANDY AZ MK                              007 27 29.5
 GQ0325:UTM  12      -  SANDY AZ MK                              009 06 28.1
 GQ0325
 GQ0325|---------------------------------------------------------------------|
 GQ0325| PID    Reference Object                     Distance      Geod. Az  |
 GQ0325|                                                           dddmmss.s |
 GQ0325| CH3288 SANDY AZ MK                                        0081213.2 |
 GQ0325| CH3289 SANDY RM 1                           13.446 METERS 24055     |
 GQ0325| CH3290 SANDY RM 2                           15.149 METERS 32502     |
 GQ0325|---------------------------------------------------------------------|
 GQ0325
 GQ0325                          SUPERSEDED SURVEY CONTROL
 GQ0325
 GQ0325  NAD 83(1992)-  36 51 15.68395(N)    112 30 26.06214(W) AD(       ) 2
 GQ0325  NAD 83(1986)-  36 51 15.68110(N)    112 30 26.05746(W) AD(       ) 2
 GQ0325  NAD 27      -  36 51 15.71700(N)    112 30 23.35500(W) AD(       ) 2
 GQ0325  NGVD 29 (07/19/86) 1499.9    (m)         4921.     (f) VERT ANG    3  
 GQ0325
 GQ0325.Superseded values are not recommended for survey control.
 GQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0325.See file dsdata.txt to determine how the superseded data were derived.
 GQ0325
 GQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6563279776(NAD 83)
 GQ0325_MARKER: DS = TRIANGULATION STATION DISK
 GQ0325_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0325
 GQ0325  HISTORY     - Date     Condition        Report By
 GQ0325  HISTORY     - 1953     MONUMENTED       CGS
 GQ0325  HISTORY     - 1971     GOOD             LAWPC
 GQ0325
 GQ0325                          STATION DESCRIPTION
 GQ0325
 GQ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0325'THE STATION IS ABOUT 7 MILES SOUTH OF FREDONIA AND 4 MILES
 GQ0325'EAST OF KANAB CREEK.  IT IS ON THE SUMMIT OF A LOW, ROUNDED HILL,
 GQ0325'COVERED WITH LOW BRUSH, THAT LIES ABOUT 0.15 MILE WEST OF A
 GQ0325'NORTH-SOUTH FENCE LINE AND 1.5 MILES SOUTH OF A GATE IN THE
 GQ0325'FENCE LINE.
 GQ0325'
 GQ0325'TO REACH THE STATION FROM THE ARIZONA STATE INSPECTION STATION
 GQ0325'IN FREDONIA GO SOUTHEAST ON U.S. HIGHWAY 89 FOR 1.3 MILES TO
 GQ0325'THE BIG SPRINGS-RYAN ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW
 GQ0325'THE BIG SPRINGS-RYAN ROAD SOUTHERLY FOR 2.7 MILES TO A TRACK
 GQ0325'ROAD ON THE RIGHT, ABOUT 300 FEET BEFORE REACHING THE END
 GQ0325'OF THE ROAD TANGENT.  TURN RIGHT, WEST, AND FOLLOW THE TRACK
 GQ0325'ROAD SOUTHWESTERLY FOR 1.05 MILE TO A FORK.  TAKE THE RIGHT
 GQ0325'FORK AND CONTINUE SOUTHWESTERLY FOR 1.2 MILES TO A ROAD FORK
 GQ0325'AT A GATE.  PASS THROUGH THE GATE, TURN LEFT, AND GO SOUTH
 GQ0325'ALONG THE WEST SIDE OF THE FENCE, ACROSS COUNTRY, FOR 0.4
 GQ0325'MILE TO THE AZIMUTH MARK AT THE NORTHWEST CORNER OF A CORRAL.
 GQ0325'CONTINUE SOUTH ALONG THE FENCE LINE FOR 1.0 MILE TO THE
 GQ0325'CREST OF THE RIDGE.  THENCE BEAR RIGHT, SOUTHWEST, FOR 0.2
 GQ0325'MILE TO THE SUMMIT AND THE STATION.
 GQ0325'
 GQ0325'THE STATION MARK IS STAMPED SANDY 1953.  IT IS A STANDARD
 GQ0325'DISK SET IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND,
 GQ0325'9 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GQ0325'
 GQ0325'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SANDY NO 1 1953.
 GQ0325'IT IS SET IN BEDROCK, FLUSH WITH THE SURFACE, AND IS ABOUT 1
 GQ0325'FOOT LOWER THAN THE STATION MARK.
 GQ0325'
 GQ0325'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANDY NO 2 1953.  IT
 GQ0325'IS SET IN BEDROCK, FLUSH WITH THE SURFACE, AND IS ABOUT 18
 GQ0325'INCHES LOWER THAN THE STATION MARK.
 GQ0325'
 GQ0325'THE AZIMUTH MARK IS STAMPED SANDY 1953.  IT IS A STANDARD DISK
 GQ0325'WELDED TO THE TOP OF A 2-INCH SOIL PIPE PROJECTING 4 INCHES
 GQ0325'ABOVE THE GROUND.  IT IS 10 FEET SOUTH OF THE NORTHWEST CORNER
 GQ0325'OF THE CORRAL (SEE ABOVE), 1 FOOT WEST OF THE FENCE AND 6
 GQ0325'INCHES WEST OF A WHITE WITNESS POST.
 GQ0325
 GQ0325                          STATION RECOVERY (1971)
 GQ0325
 GQ0325'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0325'SANDY 1953-GOOD
 GQ0325'
 GQ0325'R.M. 1-GOOD
 GQ0325'
 GQ0325'R.M. 2-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2108 ***********************************************************************
 DU2108  DESIGNATION -  SANDY
 DU2108  PID         -  DU2108
 DU2108  STATE/COUNTY-  AZ/MARICOPA
 DU2108  USGS QUAD   -  HIGLEY (1981)
 DU2108
 DU2108                         *CURRENT SURVEY CONTROL
 DU2108  ___________________________________________________________________
 DU2108* NAD 83(1992)-  33 16 13.11725(N)    111 43 13.50029(W)     ADJUSTED  
 DU2108* NAVD 88     -       401.1    (meters)    1316.     (feet)  VERTCON   
 DU2108  ___________________________________________________________________
 DU2108  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DU2108  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU2108  HORZ ORDER  -  SECOND
 DU2108
 DU2108.The horizontal coordinates were established by classical geodetic methods
 DU2108.and adjusted by the National Geodetic Survey in August 1993.
 DU2108
 DU2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2108
 DU2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2108
 DU2108.The geoid height was determined by GEOID03.
 DU2108
 DU2108;                    North         East     Units Scale Factor Converg.
 DU2108;SPC AZ C     -   251,744.994   231,642.242   MT  0.99990412   +0 06 27.6
 DU2108;SPC AZ C     -   825,935.02    759,981.11   iFT  0.99990412   +0 06 27.6
 DU2108;UTM  12      - 3,681,485.629   432,906.923   MT  0.99965550   -0 23 42.8
 DU2108
 DU2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2108!SPC AZ C     -   0.99994171  x   0.99990412  =   0.99984584
 DU2108!UTM  12      -   0.99994171  x   0.99965550  =   0.99959723
 DU2108
 DU2108|---------------------------------------------------------------------|
 DU2108| PID    Reference Object                     Distance      Geod. Az  |
 DU2108|                                                           dddmmss.s |
 DU2108| CH5390 SANDY RM 1                            4.987 METERS 05001     |
 DU2108| DU2124 GOLDMINE MT                         APPROX.12.7 KM 1375358.1 |
 DU2108| CH5391 SANDY RM 2                           15.808 METERS 22226     |
 DU2108|---------------------------------------------------------------------|
 DU2108
 DU2108                          SUPERSEDED SURVEY CONTROL
 DU2108
 DU2108  NAD 83(1986)-  33 16 13.11140(N)    111 43 13.50375(W) AD(       ) 2
 DU2108  NAD 27      -  33 16 12.92660(N)    111 43 11.01471(W) AD(       ) 2
 DU2108  NGVD 29 (07/19/86)  400.6    (m)         1314.     (f) VERT ANG    3  
 DU2108
 DU2108.Superseded values are not recommended for survey control.
 DU2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2108.See file dsdata.txt to determine how the superseded data were derived.
 DU2108
 DU2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3290781486(NAD 83)
 DU2108_MARKER: DD = SURVEY DISK
 DU2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2108+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 DU2108
 DU2108  HISTORY     - Date     Condition        Report By
 DU2108  HISTORY     - 1975     MONUMENTED       AZDT
 DU2108  HISTORY     - 1979     GOOD             NGS
 DU2108  HISTORY     - 20040425 GOOD             GEOCAC
 DU2108  HISTORY     - 20060901 POOR             GEOCAC
 DU2108
 DU2108                          STATION DESCRIPTION
 DU2108
 DU2108'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2108'THE STATION IS ABOUT 5.2 MILES NORTHWEST OF QUEEN CREEK AND 7.3
 DU2108'MILES EAST SOUTHEAST OF CHANDLER AND LOCATED NEAR HIGLEY ROAD AND
 DU2108'THE ROOSEVELT CANAL.
 DU2108'
 DU2108'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED SANDY 1975
 DU2108'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 DU2108'IS 15.5 FEET NORTHWEST OF CENTERLINE OF THE CANAL ON THE SOUTH
 DU2108'EDGE OF A SERVICE ROAD, 3.5 FEET NORTH OF CONCRETE EDGE OF CANAL,
 DU2108'42 FEET EAST OF CENTERLINE OF HIGLEY ROAD AND MARKED BY A WITNESS
 DU2108'POST AND SIGN 3 FEET TO THE SOUTHWEST.
 DU2108'
 DU2108'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2108'SANDY 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 DU2108'ALONG NORTH SIDE OF CANAL.
 DU2108'
 DU2108'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2108'SANDY 1975 AND IS EPOXIED ON THE NORTHEAST CORNER OF BRIDGE
 DU2108'CROSSING CANAL.
 DU2108'
 DU2108'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87, 93
 DU2108'AND U.S. HIGHWAY 60, 70, 80, 89 IN MESA, GO EAST ON HIGHWAY 60, 70,
 DU2108'80 AND 89 FOR 7 MILES TO HIGLEY ROAD, TURN SOUTH ON HIGLEY ROAD AND
 DU2108'GO 10 MILES TO THE ROOSEVELT CANAL.  THE STATION IS ON THE EAST
 DU2108'SIDE OF HIGLEY ROAD AND ON THE NORTH EDGE OF CANAL.
 DU2108'
 DU2108'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2108
 DU2108                          STATION RECOVERY (1979)
 DU2108
 DU2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2108'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 DU2108'AS ORIGINALLY DESCRIBED.  REFERENCE MARK 2 COULD NOT BE FOUND.
 DU2108'
 DU2108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2108'3.0 MILES SOUTHWEST OF WILLIAMS AIR FORCE BASE.
 DU2108
 DU2108                          STATION RECOVERY (2004)
 DU2108
 DU2108'RECOVERY NOTE BY GEOCACHING 2004 (JMH)
 DU2108'REFERENCE MARK 1 IS NO LONGER PARALLEL TO THE GROUND (POSSIBLY
 DU2108'SUBJECTED TO GROUND MOVEMENT OVER TIME AS IT IS CLOSE TO A MAINTENANCE
 DU2108'ROAD).
 DU2108
 DU2108                          STATION RECOVERY (2006)
 DU2108
 DU2108'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2108'RECOVERED AS DESCRIBED. BOTH THE STATION MARK AND RM1 ARE SEVERELY
 DU2108'TILTED. RM2 NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0246 ***********************************************************************
 DA0246  DESIGNATION -  SANTA
 DA0246  PID         -  DA0246
 DA0246  STATE/COUNTY-  AZ/PIMA
 DA0246  USGS QUAD   -  SANTA ROSA (1990)
 DA0246
 DA0246                         *CURRENT SURVEY CONTROL
 DA0246  ___________________________________________________________________
 DA0246* NAD 83(1992)-  32 19 28.76177(N)    112 02 23.96697(W)     ADJUSTED  
 DA0246* NAVD 88     -       550.24   (+/-2cm)    1805.2    (feet)  VERTCON   
 DA0246  ___________________________________________________________________
 DA0246  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DA0246  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0246  HORZ ORDER  -  THIRD
 DA0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0246
 DA0246.The horizontal coordinates were established by classical geodetic methods
 DA0246.and adjusted by the National Geodetic Survey in August 1993.
 DA0246
 DA0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0246.The vertical order pertains to the NGVD 29 superseded value.
 DA0246
 DA0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0246
 DA0246.The geoid height was determined by GEOID03.
 DA0246
 DA0246;                    North         East     Units Scale Factor Converg.
 DA0246;SPC AZ C     -   146,871.102   201,749.119   MT  0.99990166   -0 03 57.4
 DA0246;SPC AZ C     -   481,860.57    661,906.56   iFT  0.99990166   -0 03 57.4
 DA0246;UTM  12      - 3,576,897.358   402,112.701   MT  0.99971816   -0 33 22.1
 DA0246
 DA0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0246!SPC AZ C     -   0.99991844  x   0.99990166  =   0.99982011
 DA0246!UTM  12      -   0.99991844  x   0.99971816  =   0.99963662
 DA0246
 DA0246|---------------------------------------------------------------------|
 DA0246| PID    Reference Object                     Distance      Geod. Az  |
 DA0246|                                                           dddmmss.s |
 DA0246| DA0247 SANTA RM 1                           13.346 METERS 09148     |
 DA0246| DA0248 SANTA RM 2                           17.585 METERS 19712     |
 DA0246| CH5392 SANTA AZ MK                                        2105308.9 |
 DA0246| DA1474 BROWNELL                            APPROX.16.8 KM 2173504.7 |
 DA0246|---------------------------------------------------------------------|
 DA0246
 DA0246                          SUPERSEDED SURVEY CONTROL
 DA0246
 DA0246  NAD 83(1986)-  32 19 28.75439(N)    112 02 23.96948(W) AD(       ) 3
 DA0246  NAD 27      -  32 19 28.51100(N)    112 02 21.48300(W) AD(       ) 3
 DA0246  NGVD 29 (??/??/92)  549.611  (m)         1803.18   (f) ADJ UNCH    2 0
 DA0246
 DA0246.Superseded values are not recommended for survey control.
 DA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0246.See file dsdata.txt to determine how the superseded data were derived.
 DA0246
 DA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA0211376897(NAD 83)
 DA0246_MARKER: DB = BENCH MARK DISK
 DA0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0246_SP_SET: SHAFT
 DA0246_STAMPING: SANTA 1936
 DA0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0246
 DA0246  HISTORY     - Date     Condition        Report By
 DA0246  HISTORY     - 1936     MONUMENTED       CGS
 DA0246  HISTORY     - 1936     GOOD             CGS
 DA0246  HISTORY     - 1952     GOOD             NGS
 DA0246
 DA0246                          STATION DESCRIPTION
 DA0246
 DA0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA0246'AT THE VILLAGE OF SANTA ROSA ON THE PAPAGO INDIAN RESERVATION,
 DA0246'ABOUT 0.15 MILE SOUTH OF THE CASA GRANDE HIGHWAY, ABOUT 100
 DA0246'YARDS SOUTH BY WEST OF THE WELL AND WATER TANKS, ON THE VILLAGE
 DA0246'CHURCH GROUNDS, ABOUT 60 YARDS EAST OF THE NORTHEAST CORNER OF
 DA0246'THE CHURCH BUILDING, 30 FEET NORTH OF THE NORTHWEST CORNER
 DA0246'OF THE CEMETERY FENCE, AND ABOUT 10 FEET NORTHWEST OF AN OLD
 DA0246'MONUMENT BASE.  MARKED BY A STANDARD DISK STATION MARK WELDED
 DA0246'TO TOP OF A 3-FOOT IRON ROD, PROJECTING ABOUT 8 INCHES ABOVE
 DA0246'GROUND.  REFERENCE MARK NO. 1, A STANDARD REFERENCE DISK
 DA0246'WELDED TO TOP OF A 3-FOOT IRON ROD, IS ABOUT 30 FEET NORTH
 DA0246'OF THE NORTH FENCE OF CEMETERY AND 12.346 METERS (40.51
 DA0246'FEET) FROM STATION S 88 DEG 12 MIN E.  REFERENCE MARK
 DA0246'NO. 2, A STANDARD REFERENCE DISK WELDED TO TOP OF A 3-FOOT
 DA0246'IRON ROD, IS 22 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 DA0246'CEMETERY FENCE, 7 FEET WEST OF THE WEST FENCE OF THE CEMETERY
 DA0246'AND 17.585 METERS (57.69 FEET) FROM STATION S 17
 DA0246'DEG 12 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA0246'IS MIDWAY BETWEEN TWO ADOBE SHACKS TO THE
 DA0246'SOUTH, 22 FEET EAST OF THE CENTER OF THE TRACK ROAD
 DA0246'LEADING SOUTH THROUGH THE VILLAGE AND 0.35 MILE FROM
 DA0246'STATION S 30 DEG 53 MIN W.
 DA0246
 DA0246                          STATION RECOVERY (1936)
 DA0246
 DA0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JRP)
 DA0246'STATION IS LOCATED AT SANTA ROSA, ABOUT 0.1 MILE SW OF THE
 DA0246'SCHOOL, 185.4 FEET E OF THE NE CORNER OF A CHURCH BUILDING,
 DA0246'36.7 FEET N OF THE NW CORNER OF A CEMETERY, AND 31.5 FEET
 DA0246'NE OF THE NE CORNER OF THE CONCRETE BASE OF A MONUMENT.
 DA0246'
 DA0246'STATION MARK IS A STANDARD STATION DISK, STAMPED SANTA 1936,
 DA0246'FASTENED TO THE TOP OF A 1-INCH BRONZE SHAFT WHICH PROJECTS
 DA0246'0.9 FOOT ABOVE THE GROUND.
 DA0246'
 DA0246'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED SANTA NO 1
 DA0246'1936, FASTENED TO THE TOP OF A 1-INCH BRONZE SHAFT.  IT IS 40.4
 DA0246'FEET E OF THE STATION.
 DA0246'
 DA0246'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED SANTA NO 2
 DA0246'1936, FASTENED TO THE TOP OF A 1-INCH BRONZE SHAFT.  IT IS 57.65
 DA0246'FEET S OF THE STATION.
 DA0246'
 DA0246'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 DA0246'RECOVERED AT THIS TIME.  SOME OF THE ADOBE HOUSES MENTIONED
 DA0246'IN THE DESCRIPTION ARE NO LONGER THERE.  MARK MAY POSSIBLY BE
 DA0246'COVERED OR DESTROYED.
 DA0246
 DA0246                          STATION RECOVERY (1952)
 DA0246
 DA0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DA0246'IN SANTA ROSA.
 DA0246'AT SANTA ROSA, 0.1 MILE SOUTHWEST OF THE SCHOOL, ABOUT 100 YARDS EAST
 DA0246'OF THE CASA GRANDE COVERED WELLS ROAD, AT THE NORTHWEST CORNER OF THE
 DA0246'CEMETERY, 185.4 FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH
 DA0246'BUILDING, 36.7 FEET NORTH OF THE NORTHWEST FENCE CORNER OF CEMETERY,
 DA0246'31.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A
 DA0246'WOODEN CROSS MONUMENT, FASTENED TO THE TOP OF A 1 INCH BRONZE SHAFT
 DA0246'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1648 ***********************************************************************
 CZ1648  DESIGNATION -  SANTA
 CZ1648  PID         -  CZ1648
 CZ1648  STATE/COUNTY-  AZ/PINAL
 CZ1648  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ1648
 CZ1648                         *CURRENT SURVEY CONTROL
 CZ1648  ___________________________________________________________________
 CZ1648* NAD 83(1992)-  32 35 54.42814(N)    110 53 15.39020(W)     ADJUSTED  
 CZ1648* NAVD 88     -      1120.56   (+/-2cm)    3676.4    (feet)  VERTCON   
 CZ1648  ___________________________________________________________________
 CZ1648  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 CZ1648  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CZ1648  HORZ ORDER  -  SECOND
 CZ1648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1648
 CZ1648.The horizontal coordinates were established by classical geodetic methods
 CZ1648.and adjusted by the National Geodetic Survey in August 1993.
 CZ1648
 CZ1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1648.The vertical order pertains to the NGVD 29 superseded value.
 CZ1648
 CZ1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1648
 CZ1648.The geoid height was determined by GEOID03.
 CZ1648
 CZ1648;                    North         East     Units Scale Factor Converg.
 CZ1648;SPC AZ C     -   177,691.356   309,954.596   MT  1.00001502   +0 33 16.0
 CZ1648;SPC AZ C     -   582,976.89  1,016,911.40   iFT  1.00001502   +0 33 16.0
 CZ1648;UTM  12      - 3,606,778.327   510,546.459   MT  0.99960137   +0 03 38.0
 CZ1648
 CZ1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1648!SPC AZ C     -   0.99982855  x   1.00001502  =   0.99984356
 CZ1648!UTM  12      -   0.99982855  x   0.99960137  =   0.99942998
 CZ1648
 CZ1648|---------------------------------------------------------------------|
 CZ1648| PID    Reference Object                     Distance      Geod. Az  |
 CZ1648|                                                           dddmmss.s |
 CZ1648| CZ1649 SANTA RM 1                            8.061 METERS 00358     |
 CZ1648| CZ1895 ROLA                                APPROX. 2.8 KM 0743309.4 |
 CZ1648| CZ1650 SANTA RM 2                            7.936 METERS 28509     |
 CZ1648| CZ1644 SAN                                 398.562 METERS 28805     |
 CZ1648|---------------------------------------------------------------------|
 CZ1648
 CZ1648                          SUPERSEDED SURVEY CONTROL
 CZ1648
 CZ1648  NAD 83(1986)-  32 35 54.42500(N)    110 53 15.38571(W) AD(       ) 2
 CZ1648  NAD 27      -  32 35 54.16550(N)    110 53 13.01860(W) AD(       ) 2
 CZ1648  NGVD 29 (??/??/92) 1119.83   (m)         3674.0    (f) COMPUTED    2 0
 CZ1648
 CZ1648.Superseded values are not recommended for survey control.
 CZ1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1648.See file dsdata.txt to determine how the superseded data were derived.
 CZ1648
 CZ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1054606778(NAD 83)
 CZ1648_MARKER: DS = TRIANGULATION STATION DISK
 CZ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1648+STABILITY: SURFACE MOTION
 CZ1648
 CZ1648  HISTORY     - Date     Condition        Report By
 CZ1648  HISTORY     - 1962     MONUMENTED       CGS
 CZ1648  HISTORY     - 1977     GOOD             NGS
 CZ1648  HISTORY     - 1983     GOOD             AZDT
 CZ1648
 CZ1648                          STATION DESCRIPTION
 CZ1648
 CZ1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1648'THE STATION IS 26 MILES NORTH-NORTHEAST OF TUCSON, 4 MILES
 CZ1648'NORTHEAST OF ORACLE JUNCTION, 1/4 MILE NORTHWEST OF STATE
 CZ1648'HIGHWAY 77, ON ROLLING RANGE LAND WHICH DRAINS WEST INTO BIG WASH.
 CZ1648'
 CZ1648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CZ1648'AND 89 AND STATE HIGHWAY 77 AT ORACLE JUNCTION, ABOUT 23 MILES
 CZ1648'NORTH OF TUCSON, DRIVE NORTHEAST ON STATE HIGHWAY 77 FOR
 CZ1648'3.85 MILES TO A MACADAM SURFACED SIDE ROAD ON THE LEFT.  CONTINUE
 CZ1648'NORTHEAST ON THE HIGHWAY FOR 0.95 MILE TO A BLADED SIDE ROAD
 CZ1648'ON THE LEFT.  TURN LEFT, CROSS OVER A CATTLE GUARD, THENCE
 CZ1648'TURN LEFT ONTO A TRACK ROAD AND DRIVE SOUTHWEST AND WEST
 CZ1648'ON THE TRACK ROAD FOR 1.0 MILE TO THE STATION.
 CZ1648'
 CZ1648'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 CZ1648'EACH STAMPED SANTA 1962.  THE SURFACE-STATION MARK IS SET
 CZ1648'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 CZ1648'DIAMETER, PROJECTING 1-INCH ABOVE THE SURFACE OF THE GROUND.
 CZ1648'IT IS 100 YARDS SOUTH OF A WASH, 142.5 FEET NORTHEAST OF A
 CZ1648'FENCE CORNER AND 4.5 FEET WEST OF A WOODEN WITNESS POST WITH
 CZ1648'A METAL SIGN ATTACHED.
 CZ1648'
 CZ1648'REFERENCE MARK 1, A STANDARD DISK STAMPED SANTA NO 1 1962,
 CZ1648'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 CZ1648'INCHES IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE
 CZ1648'OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 CZ1648'MARK.
 CZ1648'
 CZ1648'REFERENCE MARK 2, A STANDARD DISK STAMPED SANTA NO 2 1962,
 CZ1648'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 CZ1648'INCHES IN DIAMETER, PROJECTION 1-INCH ABOVE THE SURFACE OF
 CZ1648'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CZ1648
 CZ1648                          STATION RECOVERY (1977)
 CZ1648
 CZ1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1648'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 CZ1648'IN GOOD CONDITION.  DISTANCE TO REFERENCE MARKS CHECKED THE 1962
 CZ1648'MEASUREMENT AND ANGLE BETWEEN RMS CHECKED BY 1 MINUTE.
 CZ1648'
 CZ1648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 CZ1648'ORACLE.
 CZ1648'
 CZ1648'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1648
 CZ1648                          STATION RECOVERY (1983)
 CZ1648
 CZ1648'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1648'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 CZ1648'OLD ROUTE TO THE STATION IS NOW ON POSTED PROPERTY AND A NEW ROUTE TO
 CZ1648'THE STATION FOLLOWS.
 CZ1648'
 CZ1648'TO REACH THE STATION FROM ORACLE JUNCTION TRAVEL NORTHEAST ALONG STATE
 CZ1648'ROUTE 77 FOR 3.85 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT FOR
 CZ1648'ABOUT 200 FEET TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT FOR ABOUT 0.1
 CZ1648'MILE AND THEN BEAR LEFT, CROSS A SMALL WASH AND TRAVEL ABOUT 0.1 MILE
 CZ1648'TO THE TOP OF A SMALL RIDGE AND THE STATION WHICH IS ABOUT 150 FEET
 CZ1648'NORTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0876 ***********************************************************************
 FR0876  DESIGNATION -  SANTA
 FR0876  PID         -  FR0876
 FR0876  STATE/COUNTY-  AZ/YAVAPAI
 FR0876  USGS QUAD   -  MEATH SPRING (1979)
 FR0876
 FR0876                         *CURRENT SURVEY CONTROL
 FR0876  ___________________________________________________________________
 FR0876* NAD 83(1992)-  35 00 39.86108(N)    112 23 27.54863(W)     ADJUSTED  
 FR0876* NAVD 88     -      1458.6    (meters)    4785.     (feet)  VERTCON   
 FR0876  ___________________________________________________________________
 FR0876  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FR0876  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 FR0876  HORZ ORDER  -  SECOND
 FR0876
 FR0876.The horizontal coordinates were established by classical geodetic methods
 FR0876.and adjusted by the National Geodetic Survey in August 1993.
 FR0876
 FR0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0876
 FR0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0876
 FR0876.The geoid height was determined by GEOID03.
 FR0876
 FR0876;                    North         East     Units Scale Factor Converg.
 FR0876;SPC AZ C     -   444,905.293   170,070.273   MT  0.99992309   -0 16 19.7
 FR0876;SPC AZ C     - 1,459,663.03    557,973.34   iFT  0.99992309   -0 16 19.7
 FR0876;UTM  12      - 3,875,154.964   373,083.055   MT  0.99979852   -0 47 53.4
 FR0876
 FR0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0876!SPC AZ C     -   0.99977507  x   0.99992309  =   0.99969818
 FR0876!UTM  12      -   0.99977507  x   0.99979852  =   0.99957364
 FR0876
 FR0876|---------------------------------------------------------------------|
 FR0876| PID    Reference Object                     Distance      Geod. Az  |
 FR0876|                                                           dddmmss.s |
 FR0876| CH3296 SANTA RM 1                           10.430 METERS 16240     |
 FR0876| ET0898 LIME                                APPROX. 5.3 KM 2005157.5 |
 FR0876| CH3297 SANTA RM 2                           10.665 METERS 34846     |
 FR0876|---------------------------------------------------------------------|
 FR0876
 FR0876                          SUPERSEDED SURVEY CONTROL
 FR0876
 FR0876  NAD 83(1986)-  35 00 39.85937(N)    112 23 27.54604(W) AD(       ) 2
 FR0876  NAD 27      -  35 00 39.79294(N)    112 23 24.93476(W) AD(       ) 2
 FR0876  NGVD 29 (07/19/86) 1457.8    (m)         4783.     (f) VERT ANG    3  
 FR0876
 FR0876.Superseded values are not recommended for survey control.
 FR0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0876.See file dsdata.txt to determine how the superseded data were derived.
 FR0876
 FR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7308375155(NAD 83)
 FR0876_MARKER: DD = SURVEY DISK
 FR0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0876+STABILITY: SURFACE MOTION
 FR0876
 FR0876  HISTORY     - Date     Condition        Report By
 FR0876  HISTORY     - 1980     MONUMENTED       AZDT
 FR0876
 FR0876                          STATION DESCRIPTION
 FR0876
 FR0876'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0876'THE STATION IS LOCATED 15.5 MILES SOUTHEAST OF ASHFORK, 10 MILES NORTH
 FR0876'EAST OF PAULDEN AT THE NORTHWEST END OF DRAKE OVERPASS, ALONG US 89.
 FR0876'
 FR0876'THE STATION MARK IS AN ADOT DISK STAMPED SANTA 1980.  IT IS SET IN TOP
 FR0876'OF A CONCRETE MONUMENT 35 FEET WEST OF THE CENTERLINE OF US 89 AND 3
 FR0876'FEET WEST OF THE WITNESS POST.
 FR0876'
 FR0876'REFERENCE MARK 1 IS AN ADOT DISK STAMPED SANTA RM 1 1980.  IT IS SET
 FR0876'IN THE NORTHWEST OVERPASS ABUTTMENT.
 FR0876'
 FR0876'REFERENCE MARK 2 IS AN ADOT DISK STAMPED SANTA RM 2 1980.  IT IS SET
 FR0876'IN TOP OF A CONCRETE MONUMENT 35 FEET WEST OF THE CENTERLINE OF US 89.
 FR0876'
 FR0876'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 FR0876'US HIGHWAY 89 FOR 10.2 MILES TO DRAKE OVERPASS.  THE STATION IS ON THE
 FR0876'FILL AT THE NORTHWEST END OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2018 ***********************************************************************
 DV2018  DESIGNATION -  SANTA
 DV2018  PID         -  DV2018
 DV2018  STATE/COUNTY-  AZ/MARICOPA
 DV2018  USGS QUAD   -  GLENDALE (1982)
 DV2018
 DV2018                         *CURRENT SURVEY CONTROL
 DV2018  ___________________________________________________________________
 DV2018* NAD 83(1992)-  33 30 33.43476(N)    112 09 11.45696(W)     ADJUSTED  
 DV2018* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 DV2018  ___________________________________________________________________
 DV2018  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 DV2018  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV2018  HORZ ORDER  -  FIRST
 DV2018
 DV2018.The horizontal coordinates were established by classical geodetic methods
 DV2018.and adjusted by the National Geodetic Survey in August 1993.
 DV2018
 DV2018.The orthometric height was scaled from a topographic map.
 DV2018
 DV2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2018
 DV2018.The geoid height was determined by GEOID03.
 DV2018
 DV2018;                    North         East     Units Scale Factor Converg.
 DV2018;SPC AZ C     -   278,255.491   191,386.868   MT  0.99990595   -0 07 50.1
 DV2018;SPC AZ C     -   912,911.72    627,909.67   iFT  0.99990595   -0 07 50.1
 DV2018;UTM  12      - 3,708,344.006   392,894.806   MT  0.99974143   -0 38 12.1
 DV2018
 DV2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2018!SPC AZ C     -   0.99995030  x   0.99990595  =   0.99985625
 DV2018!UTM  12      -   0.99995030  x   0.99974143  =   0.99969174
 DV2018
 DV2018:                Primary Azimuth Mark                     Grid Az
 DV2018:SPC AZ C     -  PHOENIX RAD KPHO S MAST OF 4             048 43 00.1
 DV2018:UTM  12      -  PHOENIX RAD KPHO S MAST OF 4             049 13 22.1
 DV2018
 DV2018|---------------------------------------------------------------------|
 DV2018| PID    Reference Object                     Distance      Geod. Az  |
 DV2018|                                                           dddmmss.s |
 DV2018| DV2010 PHOENIX RAD KPHO S MAST OF 4        APPROX. 3.8 KM 0483510.0 |
 DV2018| CH5394 SANTA RM 1                            9.181 METERS 07544     |
 DV2018| CH5395 SANTA RM 2                           11.474 METERS 13402     |
 DV2018| DV2086 SOUTH MOUNTAIN ST HWY PAT TWR       APPROX.21.2 KM 1574128.2 |
 DV2018| CH5393 SANTA AZ MK                                        2554320.3 |
 DV2018| DV2022 GLENDALE CALCOT AZ COMPRESS TK      APPROX. 2.0 KM 2825154.3 |
 DV2018| DV2020 GLENDALE FEDERAL COMPRESS N TK      APPROX. 2.0 KM 3134247.2 |
 DV2018| DV2021 GLENDALE FEDERAL COMPRESS S TK      APPROX. 1.6 KM 3165906.5 |
 DV2018| DV2023 GLENDALE MUNICIPAL TANK 6           APPROX. 5.8 KM 3191705.1 |
 DV2018|---------------------------------------------------------------------|
 DV2018
 DV2018                          SUPERSEDED SURVEY CONTROL
 DV2018
 DV2018  NAD 83(1986)-  33 30 33.42907(N)    112 09 11.46280(W) AD(       ) 1
 DV2018  NAD 27      -  33 30 33.27960(N)    112 09 08.91810(W) AD(       ) 1
 DV2018
 DV2018.Superseded values are not recommended for survey control.
 DV2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2018.See file dsdata.txt to determine how the superseded data were derived.
 DV2018
 DV2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9289508344(NAD 83)
 DV2018_MARKER: DS = TRIANGULATION STATION DISK
 DV2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2018
 DV2018  HISTORY     - Date     Condition        Report By
 DV2018  HISTORY     - 1963     MONUMENTED       CGS
 DV2018  HISTORY     - 19950415 MARK NOT FOUND   USPSQD
 DV2018  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV2018
 DV2018                          STATION DESCRIPTION
 DV2018
 DV2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2018'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THE CENTER OF
 DV2018'DOWNTOWN PHOENIX, ABOUT 2-1/2 MILES SOUTHEAST OF GLENDALE
 DV2018'AND ON THE SOUTH SIDE OF WEST CAMELBACK ROAD.
 DV2018'
 DV2018'TO REACH FROM THE JUNCTION OF GRAND AVENUE, WEST CAMELBACK
 DV2018'ROAD AND NORTH 43RD AVENUE, GO WEST ON WEST CAMELBACK ROAD
 DV2018'FOR 0.1 MILE TO A SIDE ROAD LEFT AND STATION ON SOUTH SIDE
 DV2018'OF ROAD AS DESCRIBED.
 DV2018'
 DV2018'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED SANTA
 DV2018'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV2018'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 53 FEET
 DV2018'SOUTH OF CENTER OF WEST CAMELBACK ROAD, 27.6 FEET WEST-SOUTHWEST
 DV2018'OF THE WITNESS POST, 16.5 FEET SOUTH OF A PALM TREE AND 16 FEET
 DV2018'WEST OF THE CENTER OF A GRAVELED ROAD.
 DV2018'
 DV2018'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SANTA
 DV2018'NO 1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV2018'PROJECTS ABOUT 4 INCHES.  THE MARK IS 44.5 FEET SOUTH OF
 DV2018'CENTER OF WEST CAMELBACK ROAD, 13 FEET EAST OF CENTER OF
 DV2018'GRAVELED ROAD, 3.1 FEET NORTHEAST OF WITNESS POST AND 2 FEET
 DV2018'NORTH-NORTHEAST OF FENCE CORNER.
 DV2018'
 DV2018'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SANTA
 DV2018'NO 2 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV2018'PROJECTS ABOUT 4 INCHES.  THE MARK IS 78 FEET SOUTH OF CENTER
 DV2018'OF WEST CAMELBACK ROAD, 31.3 FEET SOUTH OF THE WITNESS POST
 DV2018'AND FENCE CORNER, 11 FEET EAST OF CENTER OF GRAVELED ROAD
 DV2018'AND 6 INCHES WEST OF FENCE.
 DV2018'
 DV2018'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED SANTA 1963,
 DV2018'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV2018'2 INCHES ABOVE THE GROUND.  THE MARK IS 154 FEET NORTH OF
 DV2018'CENTER OF WEST PIERSON STREET, 24 FEET WEST OF CENTER OF NORTH
 DV2018'47TH AVENUE, 11 FEET NORTH OF CENTER OF GRAVELED ROAD, 2.2
 DV2018'FEET EAST OF THE WITNESS POST AND 2 FEET NORTHEAST OF EAST
 DV2018'END OF A EAST-WEST FENCE.
 DV2018'
 DV2018'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST OF WEST
 DV2018'CAMELBACK ROAD FOR 0.4 MILE TO NORTH 47TH AVENUE, TURN LEFT
 DV2018'AND GO SOUTH ON NORTH 47TH AVENUE FOR 0.1 MILE TO THE AZIMUTH
 DV2018'MARK ON RIGHT AS DESCRIBED.
 DV2018'
 DV2018'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 DV2018
 DV2018                          STATION RECOVERY (1995)
 DV2018
 DV2018'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2018'MARK NOT FOUND.
 DV2018
 DV2018                          STATION RECOVERY (2007)
 DV2018
 DV2018'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2018'THE DESCRIBED LOCATION IS NOW THE PARKING LOT OF A WELL-KNOWN HOME
 DV2018'IMPROVEMENT STORE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1844 ***********************************************************************
 CZ1844  DESIGNATION -  SANTA CRUZ CATHOLIC CH N SPIRE
 CZ1844  PID         -  CZ1844
 CZ1844  STATE/COUNTY-  AZ/PIMA
 CZ1844  USGS QUAD   -  TUCSON (1992)
 CZ1844
 CZ1844                         *CURRENT SURVEY CONTROL
 CZ1844  ___________________________________________________________________
 CZ1844* NAD 83(1992)-  32 13 10.21209(N)    110 58 16.10770(W)     ADJUSTED  
 CZ1844* NAVD 88     -              **(meters)            **(feet)            
 CZ1844  ___________________________________________________________________
 CZ1844  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CZ1844  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1844  HORZ ORDER  -  THIRD
 CZ1844
 CZ1844.The horizontal coordinates were established by classical geodetic methods
 CZ1844.and adjusted by the National Geodetic Survey in August 1993.
 CZ1844
 CZ1844
 CZ1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1844
 CZ1844.The geoid height was determined by GEOID03.
 CZ1844
 CZ1844;                    North         East     Units Scale Factor Converg.
 CZ1844;SPC AZ C     -   135,597.146   302,485.025   MT  0.99999793   +0 30 15.0
 CZ1844;SPC AZ C     -   444,872.53    992,404.94   iFT  0.99999793   +0 30 15.0
 CZ1844;UTM  12      - 3,564,766.771   502,719.370   MT  0.99960009   +0 00 55.4
 CZ1844
 CZ1844                          SUPERSEDED SURVEY CONTROL
 CZ1844
 CZ1844  NAD 83(1986)-  32 13 10.20773(N)    110 58 16.10706(W) AD(       ) 4
 CZ1844  NAD 27      -  32 13 09.93200(N)    110 58 13.77800(W) AD(       ) 3
 CZ1844
 CZ1844.Superseded values are not recommended for survey control.
 CZ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1844.See file dsdata.txt to determine how the superseded data were derived.
 CZ1844
 CZ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0271964767(NAD 83)
 CZ1844_MARKER: 90 = CHURCH SPIRE
 CZ1844
 CZ1844  HISTORY     - Date     Condition        Report By
 CZ1844  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1844  HISTORY     - 19941119 GOOD             USPSQD
 CZ1844
 CZ1844                          STATION DESCRIPTION
 CZ1844
 CZ1844'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1845 ***********************************************************************
 CZ1845  DESIGNATION -  SANTA CRUZ CATHOLIC CH S SPIRE
 CZ1845  PID         -  CZ1845
 CZ1845  STATE/COUNTY-  AZ/PIMA
 CZ1845  USGS QUAD   -  TUCSON (1992)
 CZ1845
 CZ1845                         *CURRENT SURVEY CONTROL
 CZ1845  ___________________________________________________________________
 CZ1845* NAD 83(1992)-  32 13 09.66696(N)    110 58 16.03533(W)     ADJUSTED  
 CZ1845* NAVD 88     -              **(meters)            **(feet)            
 CZ1845  ___________________________________________________________________
 CZ1845  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CZ1845  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1845  HORZ ORDER  -  THIRD
 CZ1845
 CZ1845.The horizontal coordinates were established by classical geodetic methods
 CZ1845.and adjusted by the National Geodetic Survey in August 1993.
 CZ1845
 CZ1845
 CZ1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1845
 CZ1845.The geoid height was determined by GEOID03.
 CZ1845
 CZ1845;                    North         East     Units Scale Factor Converg.
 CZ1845;SPC AZ C     -   135,580.372   302,487.068   MT  0.99999793   +0 30 15.0
 CZ1845;SPC AZ C     -   444,817.49    992,411.64   iFT  0.99999793   +0 30 15.0
 CZ1845;UTM  12      - 3,564,749.987   502,721.269   MT  0.99960009   +0 00 55.4
 CZ1845
 CZ1845                          SUPERSEDED SURVEY CONTROL
 CZ1845
 CZ1845  NAD 83(1986)-  32 13 09.66227(N)    110 58 16.03451(W) AD(       ) 4
 CZ1845  NAD 27      -  32 13 09.38000(N)    110 58 13.70000(W) AD(       ) 3
 CZ1845
 CZ1845.Superseded values are not recommended for survey control.
 CZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1845.See file dsdata.txt to determine how the superseded data were derived.
 CZ1845
 CZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0272164750(NAD 83)
 CZ1845_MARKER: 90 = CHURCH SPIRE
 CZ1845
 CZ1845  HISTORY     - Date     Condition        Report By
 CZ1845  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1845  HISTORY     - 19941119 GOOD             USPSQD
 CZ1845
 CZ1845                          STATION DESCRIPTION
 CZ1845
 CZ1845'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0765 ***********************************************************************
 EU0765  DESIGNATION -  SANTA FE
 EU0765  PID         -  EU0765
 EU0765  STATE/COUNTY-  AZ/MOHAVE
 EU0765  USGS QUAD   -  TOPOCK (1970)
 EU0765
 EU0765                         *CURRENT SURVEY CONTROL
 EU0765  ___________________________________________________________________
 EU0765* NAD 83(1992)-  34 43 05.42806(N)    114 29 09.01672(W)     ADJUSTED  
 EU0765* NAVD 88     -       162.015  (meters)     531.54   (feet)  ADJUSTED  
 EU0765  ___________________________________________________________________
 EU0765  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 EU0765  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0765  DYNAMIC HT  -         161.851 (meters)     531.01  (feet)  COMP
 EU0765  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EU0765
 EU0765  HORZ ORDER  -  SECOND
 EU0765  VERT ORDER  -  FIRST     CLASS II
 EU0765
 EU0765.The horizontal coordinates were established by classical geodetic methods
 EU0765.and adjusted by the National Geodetic Survey in August 1993.
 EU0765
 EU0765.The orthometric height was determined by differential leveling
 EU0765.and adjusted in June 1991.
 EU0765
 EU0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0765
 EU0765.The geoid height was determined by GEOID03.
 EU0765
 EU0765.The dynamic height is computed by dividing the NAVD 88
 EU0765.geopotential number by the normal gravity value computed on the
 EU0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0765.degrees latitude (g = 980.6199 gals.).
 EU0765
 EU0765.The modeled gravity was interpolated from observed gravity values.
 EU0765
 EU0765;                    North         East     Units Scale Factor Converg.
 EU0765;SPC AZ W     -   412,572.430   145,961.035   MT  0.99998930   -0 25 08.8
 EU0765;SPC AZ W     - 1,353,584.09    478,874.79   iFT  0.99998930   -0 25 08.8
 EU0765;SPC CA 5     -   640,751.559 2,321,806.867   MT  0.99992229   +2 00 11.2
 EU0765;SPC CA 5     - 2,102,199.07  7,617,461.36   sFT  0.99992229   +2 00 11.2
 EU0765;UTM  11      - 3,844,668.438   730,231.434   MT  1.00025337   +1 25 57.2
 EU0765
 EU0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0765!SPC AZ W     -   0.99997937  x   0.99998930  =   0.99996867
 EU0765!SPC CA 5     -   0.99997937  x   0.99992229  =   0.99990166
 EU0765!UTM  11      -   0.99997937  x   1.00025337  =   1.00023273
 EU0765
 EU0765:                Primary Azimuth Mark                     Grid Az
 EU0765:SPC AZ W     -  ARIZ 97                                  085 33 09.8
 EU0765:SPC CA 5     -  ARIZ 97                                  083 07 49.8
 EU0765:UTM  11      -  ARIZ 97                                  083 42 03.8
 EU0765
 EU0765|---------------------------------------------------------------------|
 EU0765| PID    Reference Object                     Distance      Geod. Az  |
 EU0765|                                                           dddmmss.s |
 EU0765| EU0026 ARIZ 97                             APPROX. 1.5 KM 0850801.0 |
 EU0765| EU0767 SANTA FE RM 1                        19.872 METERS 08904     |
 EU0765| EU0929 ELPASO=BOUNDARY PT 5 AZ CA          346.064 METERS 16222     |
 EU0765| EU0766 SANTA FE RM 2                        11.882 METERS 18156     |
 EU0765| EU0932 CENTER                              234.972 METERS 22350     |
 EU0765|---------------------------------------------------------------------|
 EU0765
 EU0765                          SUPERSEDED SURVEY CONTROL
 EU0765
 EU0765  NAD 83(1986)-  34 43 05.43400(N)    114 29 09.02454(W) AD(       ) 2
 EU0765  NAD 27      -  34 43 05.40546(N)    114 29 06.16342(W) AD(       ) 2
 EU0765  NGVD 29 (07/19/86)  161.3    (m)          529.     (f) VERT ANG    3  
 EU0765
 EU0765.Superseded values are not recommended for survey control.
 EU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0765.See file dsdata.txt to determine how the superseded data were derived.
 EU0765
 EU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3023144668(NAD 83)
 EU0765_MARKER: DS = TRIANGULATION STATION DISK
 EU0765_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0765_SP_SET: ABUTMENT
 EU0765_STAMPING: SANTA FE 1964
 EU0765_MARK LOGO: CGS   
 EU0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0765
 EU0765  HISTORY     - Date     Condition        Report By
 EU0765  HISTORY     - 1964     MONUMENTED       CGS
 EU0765  HISTORY     - 1971     GOOD             AZHD
 EU0765  HISTORY     - 1981     GOOD             NGS
 EU0765
 EU0765                          STATION DESCRIPTION
 EU0765
 EU0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0765'THE STATION IS LOCATED ON THE EAST END ABUTMENT OF THE SANTA
 EU0765'FE RAILROAD BRIDGE AT TOPOCK.
 EU0765'
 EU0765'TO REACH THE STATION FROM THE SMALL TOWN OF TOPOCK, GO NORTH
 EU0765'FOR 0.05 MILE TO THE SANTA FE RAILROAD AND A SIDE ROAD LEFT.
 EU0765'TURN LEFT, WEST UP THE SOUTH SIDE OF THE RAILROAD TRACKS FOR
 EU0765'0.05 MILE TO THE STATION AS DESCRIBED.
 EU0765'
 EU0765'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0765'IN THE NORTH CONCRETE ABUTMENT AT THE EAST END OF THE RAILROAD
 EU0765'BRIDGE.  IT IS STAMPED STANTFE 1964.  IT IS 8.5 FEET NORTH OF THE
 EU0765'NORTH RAIL OF THE RAILROAD, 5 FEET WEST OF A 6 INCH SQUARE
 EU0765'POST WITH A SIGN 566 AND 2 FEET NORTH OF A IRON WALK RAIL.
 EU0765'
 EU0765'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 EU0765'HOLE IN THE CONCRETE BASE OF THE NORTH ONE OF 2 RAILROAD
 EU0765'SIGNAL.  IT IS 10.6 FEET NORTH OF THE NORTH RAIL OF THE
 EU0765'RAILROAD.  IT IS STAMPED STANTAFE NO 1 1964.
 EU0765'
 EU0765'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 EU0765'HOLE IN THE SOUTH CONCRETE ABUTMENT AT THE EAST END OF THE
 EU0765'RAILROAD BRIDGE.  IT IS STAMPED SANTAFE NO 2 1964.  IT IS
 EU0765'8.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND 2 FEET
 EU0765'SOUTH OF A IRON WALK RAIL.
 EU0765'
 EU0765'THE STATION WAS USED TO LOCATE BDRY. PT. NO. 3 CALIF-ARIZ
 EU0765'WHICH IS IN THE CENTER OF THE RAILROAD BRIDGE AT TOPOCK,
 EU0765'ARIZONA. DETERMINED
 EU0765'WITH A 300 FT. TAPE AND MARKED WITH A 3 X 6 INCH IRON PLATE,
 EU0765'SCREWED TO AN 8 BY 8 INCH WOOD TIMBER.  THE STATION IS A PUNCH
 EU0765'HOLE, SURROUNDED BY A CHISELED TRIANGLE, STAMPED POINT NO 3
 EU0765'1964.
 EU0765
 EU0765                          STATION RECOVERY (1971)
 EU0765
 EU0765'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 EU0765'GENERAL LOCATION THE STATION IS LOCATED ON THE EAST END OF THE
 EU0765'SANTA FE RAILROAD BRIDGE ACROSS THE COLORADO RIVER.  ON THE
 EU0765'NORTHEAST CONCRETE RETAINING WALL.
 EU0765'
 EU0765'STATION MARK THE STATION IS A STANDARD USC AND GO TRIANGULATION
 EU0765'BRASS CAP, SET IN A DRILL HOLE IN CONCRETE, STAMPED, SANTAFE 1964.
 EU0765'
 EU0765'REFERENCE MARKS NO. 1 IS A STANDARD USC AND GS REFERENCE MARK
 EU0765'BRASS CAP, SET IN THE NORTHWEST CORNER OF A SEMAPHORE SIGNAL
 EU0765'BASE, STAMPED, STANTA FE NO 1 1964.  NO. 2 IS A STANDARD
 EU0765'USC AND GS REFERENCE MARK BRASS CAP, SET IN THE RETAINING WALL
 EU0765'ON THE SOUTHEAST CORNER OF THE RAILROAD BRIDGE, STAMPED SANTA
 EU0765'FE NO 2 1964.
 EU0765
 EU0765                          STATION RECOVERY (1981)
 EU0765
 EU0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0765'IN TOPOCK.
 EU0765'AT THE EAST END OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD BRIDGE
 EU0765'OVER THE COLORADO RIVER IN TOPOCK, IN TOP OF THE NORTH END OF THE EAST
 EU0765'ABUTMENT, 2.6 METERS (8.5 FT) NORTH OF THE NORTH RAIL.
 EU0765'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0767 ***********************************************************************
 EU0767  DESIGNATION -  SANTA FE RM 1
 EU0767  PID         -  EU0767
 EU0767  STATE/COUNTY-  AZ/MOHAVE
 EU0767  USGS QUAD   -  TOPOCK (1970)
 EU0767
 EU0767                         *CURRENT SURVEY CONTROL
 EU0767  ___________________________________________________________________
 EU0767* NAD 83(1986)-  34 43 05.     (N)    114 29 09.     (W)     SCALED    
 EU0767* NAVD 88     -       162.880  (meters)     534.38   (feet)  ADJUSTED  
 EU0767  ___________________________________________________________________
 EU0767  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0767  DYNAMIC HT  -         162.715 (meters)     533.84  (feet)  COMP
 EU0767  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EU0767
 EU0767  VERT ORDER  -  FIRST     CLASS II
 EU0767
 EU0767.The horizontal coordinates were scaled from a topographic map and have
 EU0767.an estimated accuracy of +/- 6 seconds.
 EU0767
 EU0767.The orthometric height was determined by differential leveling
 EU0767.and adjusted in June 1991.
 EU0767
 EU0767.The geoid height was determined by GEOID03.
 EU0767
 EU0767.The dynamic height is computed by dividing the NAVD 88
 EU0767.geopotential number by the normal gravity value computed on the
 EU0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0767.degrees latitude (g = 980.6199 gals.).
 EU0767
 EU0767.The modeled gravity was interpolated from observed gravity values.
 EU0767
 EU0767;                    North         East    Units  Estimated Accuracy
 EU0767;SPC AZ W     -   412,560.      145,960.      MT  (+/- 180 meters Scaled)
 EU0767
 EU0767                          SUPERSEDED SURVEY CONTROL
 EU0767
 EU0767.No superseded survey control is available for this station.
 EU0767
 EU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU302446(NAD 83)
 EU0767_MARKER: DR = REFERENCE MARK DISK
 EU0767_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EU0767+WITH SETTING: PAVEMENT
 EU0767_SP_SET: FOUNDATION
 EU0767_STAMPING: SANTA FE NO 1 1964
 EU0767_MARK LOGO: CGS   
 EU0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0767+STABILITY: SURFACE MOTION
 EU0767
 EU0767  HISTORY     - Date     Condition        Report By
 EU0767  HISTORY     - 1964     MONUMENTED       CGS
 EU0767  HISTORY     - 1981     GOOD             NGS
 EU0767
 EU0767                          STATION DESCRIPTION
 EU0767
 EU0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0767'IN TOPOCK.
 EU0767'AT THE EAST END OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD BRIDGE
 EU0767'OVER THE COLORADO RIVER, IN TOP OF THE NORTHWEST CORNER OF THE
 EU0767'CONCRETE FOUNDATION OF SEMAPHORE 3653, AT MILEPOST 566, 20.0 METERS
 EU0767'(65.2 FT) EAST OF STATION SANTA FE, 3.2 METERS (10.6 FT) NORTH OF THE
 EU0767'NORTH RAIL.
 EU0767'THE MARK IS 0.5 M ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0766 ***********************************************************************
 EU0766  DESIGNATION -  SANTA FE RM 2
 EU0766  PID         -  EU0766
 EU0766  STATE/COUNTY-  AZ/MOHAVE
 EU0766  USGS QUAD   -  TOPOCK (1970)
 EU0766
 EU0766                         *CURRENT SURVEY CONTROL
 EU0766  ___________________________________________________________________
 EU0766* NAD 83(1986)-  34 43 05.     (N)    114 29 09.     (W)     SCALED    
 EU0766* NAVD 88     -       162.011  (meters)     531.53   (feet)  ADJUSTED  
 EU0766  ___________________________________________________________________
 EU0766  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0766  DYNAMIC HT  -         161.846 (meters)     530.99  (feet)  COMP
 EU0766  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EU0766
 EU0766  VERT ORDER  -  FIRST     CLASS II
 EU0766
 EU0766.The horizontal coordinates were scaled from a topographic map and have
 EU0766.an estimated accuracy of +/- 6 seconds.
 EU0766
 EU0766.The orthometric height was determined by differential leveling
 EU0766.and adjusted in June 1991.
 EU0766
 EU0766.The geoid height was determined by GEOID03.
 EU0766
 EU0766.The dynamic height is computed by dividing the NAVD 88
 EU0766.geopotential number by the normal gravity value computed on the
 EU0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0766.degrees latitude (g = 980.6199 gals.).
 EU0766
 EU0766.The modeled gravity was interpolated from observed gravity values.
 EU0766
 EU0766;                    North         East    Units  Estimated Accuracy
 EU0766;SPC AZ W     -   412,560.      145,960.      MT  (+/- 180 meters Scaled)
 EU0766
 EU0766                          SUPERSEDED SURVEY CONTROL
 EU0766
 EU0766.No superseded survey control is available for this station.
 EU0766
 EU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU302446(NAD 83)
 EU0766_MARKER: DR = REFERENCE MARK DISK
 EU0766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0766_SP_SET: ABUTMENT
 EU0766_STAMPING: SANTA FE NO 2 1964
 EU0766_MARK LOGO: CGS   
 EU0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0766
 EU0766  HISTORY     - Date     Condition        Report By
 EU0766  HISTORY     - 1964     MONUMENTED       CGS
 EU0766  HISTORY     - 1981     GOOD             NGS
 EU0766
 EU0766                          STATION DESCRIPTION
 EU0766
 EU0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0766'IN TOPOCK.
 EU0766'AT THE EAST END OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD BRIDGE
 EU0766'OVER THE COLORADO RIVER IN TOPOCK, IN TOP OF THE SOUTH END OF THE EAST
 EU0766'ABUTMENT, 11.9 METERS (39.0 FT) SOUTH OF STATION SANTA FE, 2.6 METERS
 EU0766'(8.5 FT) SOUTH OF THE SOUTH RAIL.
 EU0766'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1072 ***********************************************************************
 ET1072  DESIGNATION -  SANTA MARIA
 ET1072  PID         -  ET1072
 ET1072  STATE/COUNTY-  AZ/MOHAVE
 ET1072  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET1072
 ET1072                         *CURRENT SURVEY CONTROL
 ET1072  ___________________________________________________________________
 ET1072* NAD 83(1992)-  34 19 49.81121(N)    113 31 50.63909(W)     ADJUSTED  
 ET1072* NAVD 88     -       806.7    (meters)    2647.     (feet)  VERTCON   
 ET1072  ___________________________________________________________________
 ET1072  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 ET1072  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ET1072  HORZ ORDER  -  FIRST
 ET1072
 ET1072.The horizontal coordinates were established by classical geodetic methods
 ET1072.and adjusted by the National Geodetic Survey in August 1993.
 ET1072
 ET1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1072
 ET1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1072
 ET1072.The geoid height was determined by GEOID03.
 ET1072
 ET1072;                    North         East     Units Scale Factor Converg.
 ET1072;SPC AZ W     -   369,345.451   233,536.811   MT  0.99993835   +0 07 25.2
 ET1072;SPC AZ W     - 1,211,763.29    766,196.89   iFT  0.99993835   +0 07 25.2
 ET1072;UTM  12      - 3,801,703.492   267,173.525   MT  1.00026824   -1 25 40.4
 ET1072
 ET1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1072!SPC AZ W     -   0.99987809  x   0.99993835  =   0.99981645
 ET1072!UTM  12      -   0.99987809  x   1.00026824  =   1.00014630
 ET1072
 ET1072|---------------------------------------------------------------------|
 ET1072| PID    Reference Object                     Distance      Geod. Az  |
 ET1072|                                                           dddmmss.s |
 ET1072| CH3294 SANTA MARIA RM 1                      5.620 METERS 05652     |
 ET1072| CH3293 SANTA MARIA AZ MK                                  1623441.6 |
 ET1072| CH3295 SANTA MARIA RM 2                      5.700 METERS 16435     |
 ET1072| ET1071 ARTILLERY PEAK                      APPROX. 6.4 KM 3132046.6 |
 ET1072|---------------------------------------------------------------------|
 ET1072
 ET1072                          SUPERSEDED SURVEY CONTROL
 ET1072
 ET1072  NAD 83(1986)-  34 19 49.81014(N)    113 31 50.64611(W) AD(       ) 1
 ET1072  NAD 27      -  34 19 49.74000(N)    113 31 47.90200(W) AD(       ) 1
 ET1072  NGVD 29 (07/19/86)  806.0    (m)         2644.     (f) VERT ANG    3  
 ET1072
 ET1072.Superseded values are not recommended for survey control.
 ET1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1072.See file dsdata.txt to determine how the superseded data were derived.
 ET1072
 ET1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6717401703(NAD 83)
 ET1072_MARKER: DS = TRIANGULATION STATION DISK
 ET1072_SETTING: 80 = SET IN A BOULDER
 ET1072_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET1072
 ET1072  HISTORY     - Date     Condition        Report By
 ET1072  HISTORY     - 1948     MONUMENTED       CGS
 ET1072
 ET1072                          STATION DESCRIPTION
 ET1072
 ET1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1072'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, BALD MOUNTAIN
 ET1072'ABOUT 1 MILE AIR LINE NORTH-NORTHWEST OF THE JUNCTION OF THE
 ET1072'SANTA MARIA AND BIG SANDY RIVERS, 4 MILES AIR LINE NORTH-NORTHEAST
 ET1072'OF ALAMO CROSSING, PROJECTS 2 INCHES, AND STAMPED, SANTA MARIA
 ET1072'1948.
 ET1072'
 ET1072'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1072'STATION, SET FLUSH, AND STAMPED, SANTA MARIA NO 1 1948.
 ET1072'
 ET1072'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1072'STATION, PROJECTS 14 INCHES, AND STAMPED, SANTA MARIA NO 2 1948.
 ET1072'
 ET1072'AZIMUTH MARK IS LOCATED 16 PACES EAST OF TRACK ROAD, 4 FEET
 ET1072'EAST-NORTHEAST OF WHITE WITNESS POST, PROJECTS 2 INCHES, AND
 ET1072'STAMPED, SANTA MARIA 1948.
 ET1072'
 ET1072'TO REACH FROM WENDEN, GO NORTH ON BLADED ROAD FOR 11.3 MILES TO
 ET1072'FORK.  KEEP RIGHT FORK AND GO 7.0 MILES TO FORK.  KEEP LEFT FORK
 ET1072'AND GO 14.3 MILES TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD FOR 0.8
 ET1072'MILE TO FORK AND SIGN USGS SANTA MARIA GAGING STATION.  TAKE RIGHT
 ET1072'FORK, AS PER SIGN, AND FOLLOW TRACK ROAD FOR 0.15 MILE TO FORK.
 ET1072'KEEP RIGHT FORK AND GO 1.25 MILE TO FORK.  KEEP RIGHT FORK AND
 ET1072'GO 0.6 MILE TO DIM CROSSROAD.  KEEP STRAIGHT AHEAD FOR 1.75 MILE
 ET1072'TO T INTERSECTION.  TURN RIGHT AND GO 1.3 MILE TO WHERE ROAD GOES
 ET1072'DOWN STEEP GRADE INTO DRAW.  CONTINUE ON ROAD FOR 1.4 MILE TO
 ET1072'AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR
 ET1072'0.4 MILE TO FORK.  TAKE LEFT FORK AND GO 0.4 MILE TO END OF
 ET1072'TRUCK TRAVEL.  WITH A FOUR WHEEL DRIVE VEHICLE IT IS POSSIBLE TO
 ET1072'DRIVE FURTHER BY GOING DOWN RIDGE TO RIGHT.  THENCE LEFT UP
 ET1072'AND DOWN ANOTHER RIDGE INTO RIVER BOTTOM.  TURN LEFT AND GO
 ET1072'DOWN RIVER FOR ABOUT 1.0 MILE TO POINT SOUTH OF RED BLUFF
 ET1072'ABOUT 1/2 MILE AIRLINE NORTH OF RIVER BOTTOM.  THIS IS END OF
 ET1072'TRUCK TRAVEL.  PACK NORTH UP RIDGE TOWARD RED BLUFF, THENCE UP
 ET1072'OVER RED BLUFF.  THENCE NORTHEAST UP GRADUAL SLOPE TO HIGHEST
 ET1072'POINT AND STATION AS DESCRIBED ABOVE.  A ONE AND ONE-HALF HOUR
 ET1072'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0247 ***********************************************************************
 DA0247  DESIGNATION -  SANTA RM 1
 DA0247  PID         -  DA0247
 DA0247  STATE/COUNTY-  AZ/PIMA
 DA0247  USGS QUAD   -  SANTA ROSA (1990)
 DA0247
 DA0247                         *CURRENT SURVEY CONTROL
 DA0247  ___________________________________________________________________
 DA0247* NAD 83(1986)-  32 19 28.     (N)    112 02 23.     (W)     SCALED    
 DA0247* NAVD 88     -       550.17   (+/-2cm)    1805.0    (feet)  VERTCON   
 DA0247  ___________________________________________________________________
 DA0247  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0247
 DA0247.The horizontal coordinates were scaled from a topographic map and have
 DA0247.an estimated accuracy of +/- 6 seconds.
 DA0247
 DA0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0247.The vertical order pertains to the NGVD 29 superseded value.
 DA0247
 DA0247.The geoid height was determined by GEOID03.
 DA0247
 DA0247;                    North         East    Units  Estimated Accuracy
 DA0247;SPC AZ C     -   146,850.      201,770.      MT  (+/- 180 meters Scaled)
 DA0247
 DA0247                          SUPERSEDED SURVEY CONTROL
 DA0247
 DA0247  NGVD 29 (??/??/92)  549.539  (m)         1802.95   (f) ADJ UNCH    2 0
 DA0247
 DA0247.Superseded values are not recommended for survey control.
 DA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0247.See file dsdata.txt to determine how the superseded data were derived.
 DA0247
 DA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA021768(NAD 83)
 DA0247_MARKER: DR = REFERENCE MARK DISK
 DA0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0247_SP_SET: SHAFT
 DA0247_STAMPING: SANTA NO. 1 1936
 DA0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0247
 DA0247  HISTORY     - Date     Condition        Report By
 DA0247  HISTORY     - 1936     MONUMENTED       CGS
 DA0247  HISTORY     - 1952     GOOD             NGS
 DA0247
 DA0247                          STATION DESCRIPTION
 DA0247
 DA0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0247'IN SANTA ROSA.
 DA0247'SAME DESCRIPTION TO REACH AS THE STATION, 58.3 FEET NORTHEAST OF THE
 DA0247'NORTHWEST FENCE CORNER OF THE CEMETERY, 40.4 FEET EAST OF THE STATION,
 DA0247'FASTENED TO THE TOP OF A 1 INCH BRONZE SHAFT PROJECTING 0.9 FOOT ABOVE
 DA0247'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0248 ***********************************************************************
 DA0248  DESIGNATION -  SANTA RM 2
 DA0248  PID         -  DA0248
 DA0248  STATE/COUNTY-  AZ/PIMA
 DA0248  USGS QUAD   -  SANTA ROSA (1990)
 DA0248
 DA0248                         *CURRENT SURVEY CONTROL
 DA0248  ___________________________________________________________________
 DA0248* NAD 83(1986)-  32 19 28.     (N)    112 02 23.     (W)     SCALED    
 DA0248* NAVD 88     -       550.40   (+/-2cm)    1805.8    (feet)  VERTCON   
 DA0248  ___________________________________________________________________
 DA0248  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0248
 DA0248.The horizontal coordinates were scaled from a topographic map and have
 DA0248.an estimated accuracy of +/- 6 seconds.
 DA0248
 DA0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0248.The vertical order pertains to the NGVD 29 superseded value.
 DA0248
 DA0248.The geoid height was determined by GEOID03.
 DA0248
 DA0248;                    North         East    Units  Estimated Accuracy
 DA0248;SPC AZ C     -   146,850.      201,770.      MT  (+/- 180 meters Scaled)
 DA0248
 DA0248                          SUPERSEDED SURVEY CONTROL
 DA0248
 DA0248  NGVD 29 (??/??/92)  549.763  (m)         1803.68   (f) ADJ UNCH    2 0
 DA0248
 DA0248.Superseded values are not recommended for survey control.
 DA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0248.See file dsdata.txt to determine how the superseded data were derived.
 DA0248
 DA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA021768(NAD 83)
 DA0248_MARKER: DR = REFERENCE MARK DISK
 DA0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0248_SP_SET: SHAFT
 DA0248_STAMPING: SANTA NO. 2 1936
 DA0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0248
 DA0248  HISTORY     - Date     Condition        Report By
 DA0248  HISTORY     - 1936     MONUMENTED       CGS
 DA0248  HISTORY     - 1952     GOOD             NGS
 DA0248
 DA0248                          STATION DESCRIPTION
 DA0248
 DA0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0248'IN SANTA ROSA.
 DA0248'SAME DESCRIPTION TO REACH AS THE STATION, 57.6 FEET SOUTH OF THE
 DA0248'STATION, 35.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 DA0248'BASE OF THE MONUMENT, 21.5 FEET SOUTH OF THE NORTHWEST FENCE CORNER OF
 DA0248'THE CEMETERY, FASTENED TO THE TOP OF A 1 INCH BRONZE SHAFT PROJECTING
 DA0248'0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2015 ***********************************************************************
 CZ2015  DESIGNATION -  SANTA ROSA
 CZ2015  PID         -  CZ2015
 CZ2015  STATE/COUNTY-  AZ/PIMA
 CZ2015  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ2015
 CZ2015                         *CURRENT SURVEY CONTROL
 CZ2015  ___________________________________________________________________
 CZ2015* NAD 83(1992)-  32 20 51.41122(N)    111 52 34.96858(W)     ADJUSTED  
 CZ2015* NAVD 88     -              **(meters)            **(feet)            
 CZ2015  ___________________________________________________________________
 CZ2015  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CZ2015  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CZ2015  HORZ ORDER  -  THIRD
 CZ2015
 CZ2015.The horizontal coordinates were established by classical geodetic methods
 CZ2015.and adjusted by the National Geodetic Survey in August 1993.
 CZ2015
 CZ2015
 CZ2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2015
 CZ2015.The geoid height was determined by GEOID03.
 CZ2015
 CZ2015;                    North         East     Units Scale Factor Converg.
 CZ2015;SPC AZ C     -   149,410.774   217,151.987   MT  0.99990018   +0 01 17.6
 CZ2015;SPC AZ C     -   490,192.83    712,440.90   iFT  0.99990018   +0 01 17.6
 CZ2015;UTM  12      - 3,579,304.637   417,533.655   MT  0.99968386   -0 28 08.2
 CZ2015
 CZ2015                          SUPERSEDED SURVEY CONTROL
 CZ2015
 CZ2015  NAD 83(1986)-  32 20 51.40484(N)    111 52 34.97145(W) AD(       ) 4
 CZ2015  NAD 27      -  32 20 51.16500(N)    111 52 32.51700(W) AD(       ) 3
 CZ2015
 CZ2015.Superseded values are not recommended for survey control.
 CZ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2015.See file dsdata.txt to determine how the superseded data were derived.
 CZ2015
 CZ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA1753479305(NAD 83)
 CZ2015_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2015_SETTING: 0 = UNSPECIFIED SETTING
 CZ2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2015
 CZ2015  HISTORY     - Date     Condition        Report By
 CZ2015  HISTORY     - 1919     MONUMENTED       CGS
 CZ2015
 CZ2015                          STATION DESCRIPTION
 CZ2015
 CZ2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 CZ2015'THE HIGHEST POINT OF SANTA ROSA MOUNTAINS, JUST SOUTH AND
 CZ2015'EAST FROM THE SANTA ROSA INDIAN VILLAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2121 ***********************************************************************
 DU2121  DESIGNATION -  SANTAN
 DU2121  PID         -  DU2121
 DU2121  STATE/COUNTY-  AZ/PINAL
 DU2121  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2121
 DU2121                         *CURRENT SURVEY CONTROL
 DU2121  ___________________________________________________________________
 DU2121* NAD 83(1992)-  33 10 25.06386(N)    111 42 33.22906(W)     ADJUSTED  
 DU2121* NAVD 88     -       944.1    (meters)    3097.     (feet)  VERTCON   
 DU2121  ___________________________________________________________________
 DU2121  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DU2121  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DU2121  HORZ ORDER  -  FIRST
 DU2121
 DU2121.The horizontal coordinates were established by classical geodetic methods
 DU2121.and adjusted by the National Geodetic Survey in August 1993.
 DU2121
 DU2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2121
 DU2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2121
 DU2121.The geoid height was determined by GEOID03.
 DU2121
 DU2121;                    North         East     Units Scale Factor Converg.
 DU2121;SPC AZ C     -   241,025.261   232,705.619   MT  0.99990461   +0 06 48.6
 DU2121;SPC AZ C     -   790,765.29    763,469.88   iFT  0.99990461   +0 06 48.6
 DU2121;UTM  12      - 3,670,759.665   433,876.051   MT  0.99965391   -0 23 17.1
 DU2121
 DU2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2121!SPC AZ C     -   0.99985645  x   0.99990461  =   0.99976108
 DU2121!UTM  12      -   0.99985645  x   0.99965391  =   0.99951041
 DU2121
 DU2121|---------------------------------------------------------------------|
 DU2121| PID    Reference Object                     Distance      Geod. Az  |
 DU2121|                                                           dddmmss.s |
 DU2121| DU2123 SANTAN WM CROSS IN ROCK               2.519 METERS 11035     |
 DU2121| DU2122 SANTAN PEAK                           1.198 METERS 11651     |
 DU2121| CH5398 SANTAN RM 1                           4.089 METERS 16620     |
 DU2121| DU2118 SACATON PEAK AIR BEACON             APPROX.19.2 KM 1701923.6 |
 DU2121| DU2116 AIRWAY BEACON AT AIRPORT 34 A       APPROX.11.6 KM 1885600.4 |
 DU2121| CH5399 SANTAN RM 2                           6.246 METERS 24754     |
 DU2121| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX. 9.2 KM 2802234.2 |
 DU2121| CH5397 SANTAN AZ MK                                       3102730.5 |
 DU2121|---------------------------------------------------------------------|
 DU2121
 DU2121                          SUPERSEDED SURVEY CONTROL
 DU2121
 DU2121  NAD 83(1986)-  33 10 25.05749(N)    111 42 33.23195(W) AD(       ) 1
 DU2121  NAD 27      -  33 10 24.86114(N)    111 42 30.75113(W) AD(       ) 1
 DU2121  NGVD 29 (07/19/86)  943.6    (m)         3096.     (f) VERT ANG    3  
 DU2121
 DU2121.Superseded values are not recommended for survey control.
 DU2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2121.See file dsdata.txt to determine how the superseded data were derived.
 DU2121
 DU2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3387670760(NAD 83)
 DU2121_MARKER: DS = TRIANGULATION STATION DISK
 DU2121_SETTING: 66 = SET IN ROCK OUTCROP
 DU2121
 DU2121  HISTORY     - Date     Condition        Report By
 DU2121  HISTORY     - 1935     MONUMENTED       CGS
 DU2121  HISTORY     - 1938     GOOD             CGS
 DU2121  HISTORY     - 1976     GOOD             NGS
 DU2121
 DU2121                          STATION DESCRIPTION
 DU2121
 DU2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2121'ON HIGHEST POINT OF SANTAN MT., WHICH IS HIGHEST MOUNTAIN IN
 DU2121'VICINITY LYING ABOUT 5 MILES N OF GILA RIVER, AND ABOUT 20
 DU2121'MILES NW OF FLORENCE.  A RECOVERY NOTE WAS WRITTEN TO U.S.G.S.
 DU2121'BENCH MARK.
 DU2121'
 DU2121'SURFACE MARK IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK
 DU2121'AND SURROUNDED BY A TRIANGLE CHISELED IN ROCK.
 DU2121'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2121'OUTCROPPING BEDROCK.
 DU2121'
 DU2121'REACHED FROM FLORENCE AS FOLLOWS--FOLLOW ARIZ. 187 AND 87 W AND
 DU2121'N 25.5 MILES, TURN R OFF HIGHWAY OPPOSITE A SECTION HOUSE
 DU2121'AND JUST BEFORE CROSSING A SMALL BRIDGE.  GO 0.1 MILE AND
 DU2121'CROSS RR TRACKS AT 2 BLOCK SIGNALS.  NOS. 942.8, FOLLOW GRADED
 DU2121'ROAD N 2.5 MILES, TURN R, TAKING L-HAND ROAD OF TWO.  FOLLOW
 DU2121'MAIN-TRAVELED ROAD NORTHEASTERNLY, CIRCLING WESTERN FOOTHILLS OF
 DU2121'SANTAN MTS., 1.4 MILES, CONTINUE STRAIGHT AHEAD, MAIN-TRAVELED
 DU2121'ROAD, GO 0.2 MILE, TAKE R FORK, FOLLOW MAIN-TRAVELED ROAD
 DU2121'E BY S 1.6 MILES TO END OF TRUCK TRAVEL.  FROM END OF TRUCK
 DU2121'TRAVEL CLIMB SOUTHERLY ALONG RIDGE JUST OF E OF END OF TRUCK
 DU2121'TRAVEL TO TOP OF MAIN RIDGE, AND THEN EASTERNLY TO STATION.
 DU2121'IT IS A PACK OF 1-1/2 HOURS.
 DU2121
 DU2121                          STATION RECOVERY (1938)
 DU2121
 DU2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2121'STATION WAS FOUND AS DESCRIBED IN ORIGINAL DESCRIPTION.  ALL
 DU2121'MARKS WERE IN GOOD CONDITION.
 DU2121'
 DU2121'AN AZIMUTH MARK WAS SET AND DIRECTION FROM STATION WAS TAKEN.
 DU2121'AZIMUTH MARK IS STAMPED 1938 AND IS SET IN A BOULDER ABOUT
 DU2121'0.5 MILE NW OF STATION, ABOUT 1000 FEET LOWER THAN STATION, AND
 DU2121'80 YARDS S, UP CANYON, FROM END OF TRUCK TRAVEL, AND IS 30
 DU2121'FEET SW OF A LARGE PALA VERDE TREE, IN A BOULDER THAT PROJECTS
 DU2121'ABOUT 2 FEET ABOVE GROUND.
 DU2121'
 DU2121'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN BOULDERS
 DU2121
 DU2121                          STATION RECOVERY (1976)
 DU2121
 DU2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2121'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 DU2121'GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND
 DU2121'AND THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.  THE ANGLE
 DU2121'TO REFERENCE MARK 2 CHECKS THE 1935 ANGLE WITHIN 2 SECONDS AND THE
 DU2121'DISTANCE BY 0.004 METERS.
 DU2121'
 DU2121'A NEW TO REACH DESCRIPTION FOLLOWS--
 DU2121'
 DU2121'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89 AND
 DU2121'93 (ARIZONA AVE.) AND WILLIAMSFIELD ROAD IN CHANDLER, GO EAST ON
 DU2121'WILLIAMSFIELD ROAD FOR 7.0 MILES TO HIGLEY ROAD, TURN SOUTH ON
 DU2121'HIGLEY ROAD FOR 7.10 MILES TO THE INTERSECTION OF HUNT HIGHWAY,
 DU2121'TURN LEFT (EAST) AND GO 0.30 MILE THEN RIGHT (SOUTH) ON A GRAVEL
 DU2121'ROAD FOR 0.30 MILES.  AT THIS POINT GO LEFT ON A DIM TRACK ROAD
 DU2121'AND STAY ON MAIN TRAVEL ROAD FOR ABOUT 1.3 MILES OR END OF
 DU2121'TRACK ROAD.  PACK EASTERLY UP DRAINAGE TO STATION.  A 2-1/2 HOUR
 DU2121'PACK.
 DU2121'
 DU2121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.7 MILES
 DU2121'SOUTHWEST OF CHANDLER.
 DU2121'
 DU2121'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2284 ***********************************************************************
 DU2284  DESIGNATION -  SANTAN
 DU2284  PID         -  DU2284
 DU2284  STATE/COUNTY-  AZ/PINAL
 DU2284  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2284
 DU2284                         *CURRENT SURVEY CONTROL
 DU2284  ___________________________________________________________________
 DU2284* NAD 83(1992)-  33 10 25.03162(N)    111 42 33.23801(W)     ADJUSTED  
 DU2284* NAVD 88     -       945.5    (meters)    3102.     (feet)  VERTCON   
 DU2284  ___________________________________________________________________
 DU2284  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DU2284  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DU2284  HORZ ORDER  -  THIRD
 DU2284
 DU2284.The horizontal coordinates were established by classical geodetic methods
 DU2284.and adjusted by the National Geodetic Survey in August 1993.
 DU2284
 DU2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2284
 DU2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2284
 DU2284.The geoid height was determined by GEOID03.
 DU2284
 DU2284;                    North         East     Units Scale Factor Converg.
 DU2284;SPC AZ C     -   241,024.267   232,705.389   MT  0.99990461   +0 06 48.6
 DU2284;SPC AZ C     -   790,762.03    763,469.12   iFT  0.99990461   +0 06 48.6
 DU2284;UTM  12      - 3,670,758.674   433,875.813   MT  0.99965391   -0 23 17.1
 DU2284
 DU2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2284!SPC AZ C     -   0.99985623  x   0.99990461  =   0.99976086
 DU2284!UTM  12      -   0.99985623  x   0.99965391  =   0.99951019
 DU2284
 DU2284                          SUPERSEDED SURVEY CONTROL
 DU2284
 DU2284  NAD 83(1986)-  33 10 25.02792(N)    111 42 33.23456(W) AD(       ) 3
 DU2284  NGVD 29 (04/26/91)  945.0    (m)         3100.     (f) VERT ANG    3  
 DU2284
 DU2284.Superseded values are not recommended for survey control.
 DU2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2284.See file dsdata.txt to determine how the superseded data were derived.
 DU2284
 DU2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3387670759(NAD 83)
 DU2284_MARKER: DD = SURVEY DISK
 DU2284_SETTING: 66 = SET IN ROCK OUTCROP
 DU2284_SP_SET: SET IN BEDROCK
 DU2284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2284+STABILITY: POSITION/ELEVATION WELL
 DU2284
 DU2284  HISTORY     - Date     Condition        Report By
 DU2284  HISTORY     - 1899     MONUMENTED       USGS
 DU2284  HISTORY     - 1921     GOOD             USGS
 DU2284
 DU2284                          STATION DESCRIPTION
 DU2284
 DU2284'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2284'LOCATED ABOUT 6 MI NW. OF SACATON AGENCY.  ON HIGHEST POINT OF
 DU2284'CHILOSCOME RANGE, ABOUT 400 FT S. OF ROUNDED POINT WHICH FORMS
 DU2284'PART OF SAME MTN.
 DU2284'
 DU2284'TO REACH NOT GIVEN.
 DU2284'
 DU2284'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2284'ROCK UNDER ROCK CAIRN.
 DU2284'
 DU2284'RMS--NONE SET.
 DU2284
 DU2284                          STATION RECOVERY (1921)
 DU2284
 DU2284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1921
 DU2284'NOT OCCUPIED.
 DU2284'
 DU2284'NOTE--STATION MARK DESTROYED IN 1935 TO MAKE ROOM FOR NGS
 DU2284'STATION SANTAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2122 ***********************************************************************
 DU2122  DESIGNATION -  SANTAN PEAK
 DU2122  PID         -  DU2122
 DU2122  STATE/COUNTY-  AZ/PINAL
 DU2122  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2122
 DU2122                         *CURRENT SURVEY CONTROL
 DU2122  ___________________________________________________________________
 DU2122* NAD 83(1992)-  33 10 25.04630(N)    111 42 33.18780(W)     ADJUSTED  
 DU2122* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 DU2122  ___________________________________________________________________
 DU2122  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DU2122  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DU2122  HORZ ORDER  -  SECOND
 DU2122
 DU2122.The horizontal coordinates were established by classical geodetic methods
 DU2122.and adjusted by the National Geodetic Survey in August 1993.
 DU2122
 DU2122.The orthometric height was scaled from a topographic map.
 DU2122
 DU2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2122
 DU2122.The geoid height was determined by GEOID03.
 DU2122
 DU2122;                    North         East     Units Scale Factor Converg.
 DU2122;SPC AZ C     -   241,024.722   232,706.689   MT  0.99990461   +0 06 48.6
 DU2122;SPC AZ C     -   790,763.52    763,473.39   iFT  0.99990461   +0 06 48.6
 DU2122;UTM  12      - 3,670,759.117   433,877.116   MT  0.99965391   -0 23 17.1
 DU2122
 DU2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2122!SPC AZ C     -   0.99985608  x   0.99990461  =   0.99976070
 DU2122!UTM  12      -   0.99985608  x   0.99965391  =   0.99951004
 DU2122
 DU2122                          SUPERSEDED SURVEY CONTROL
 DU2122
 DU2122  NAD 83(1986)-  33 10 25.03990(N)    111 42 33.19062(W) AD(       ) 2
 DU2122  NAD 27      -  33 10 24.84300(N)    111 42 30.71000(W) AD(       ) 2
 DU2122
 DU2122.Superseded values are not recommended for survey control.
 DU2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2122.See file dsdata.txt to determine how the superseded data were derived.
 DU2122
 DU2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3387770759(NAD 83)
 DU2122
 DU2122  HISTORY     - Date     Condition        Report By
 DU2122  HISTORY     - 1935     MONUMENTED       USGS
 DU2122  HISTORY     - 1938     SEE DESCRIPTION  CGS
 DU2122
 DU2122                          STATION DESCRIPTION
 DU2122
 DU2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DU2122'THIS U.S. GEOLOGICAL SURVEY MARK WAS DESTROYED TO MAKE ROOM
 DU2122'FOR THE NEW STATION, WHICH IS STAMPED SANTAN
 DU2122'THE U.S. GEOLOGICAL SURVEY MARK WAS NOT SUITABLE
 DU2122'FOR THE NEW STATION AS IT WAS IN A SMALL AND LOOSE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1870 ***********************************************************************
 DV1870  DESIGNATION -  SARA
 DV1870  PID         -  DV1870
 DV1870  STATE/COUNTY-  AZ/MARICOPA
 DV1870  USGS QUAD   -  MC MICKEN DAM (1981)
 DV1870
 DV1870                         *CURRENT SURVEY CONTROL
 DV1870  ___________________________________________________________________
 DV1870* NAD 83(1992)-  33 41 08.40097(N)    112 24 34.05596(W)     ADJUSTED  
 DV1870* NAVD 88     -       410.0    (meters)    1345.     (feet)  VERTCON   
 DV1870  ___________________________________________________________________
 DV1870  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DV1870  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV1870  HORZ ORDER  -  SECOND
 DV1870
 DV1870.The horizontal coordinates were established by classical geodetic methods
 DV1870.and adjusted by the National Geodetic Survey in August 1993.
 DV1870
 DV1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1870
 DV1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1870
 DV1870.The geoid height was determined by GEOID03.
 DV1870
 DV1870;                    North         East     Units Scale Factor Converg.
 DV1870;SPC AZ C     -   297,900.633   167,670.740   MT  0.99992573   -0 16 24.0
 DV1870;SPC AZ C     -   977,364.28    550,100.85   iFT  0.99992573   -0 16 24.0
 DV1870;UTM  12      - 3,728,195.590   369,356.846   MT  0.99981041   -0 46 54.7
 DV1870
 DV1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1870!SPC AZ C     -   0.99994035  x   0.99992573  =   0.99986608
 DV1870!UTM  12      -   0.99994035  x   0.99981041  =   0.99975077
 DV1870
 DV1870|---------------------------------------------------------------------|
 DV1870| PID    Reference Object                     Distance      Geod. Az  |
 DV1870|                                                           dddmmss.s |
 DV1870| CR7752 SARA RM 1                            12.294 METERS 13357     |
 DV1870| DV0259 Y 23                                APPROX. 1.1 KM 1342343.9 |
 DV1870| CR7753 SARA RM 2                            12.175 METERS 31407     |
 DV1870|---------------------------------------------------------------------|
 DV1870
 DV1870                          SUPERSEDED SURVEY CONTROL
 DV1870
 DV1870  NAD 83(1986)-  33 41 08.39472(N)    112 24 34.06333(W) AD(       ) 2
 DV1870  NGVD 29 (07/20/87)  409.4    (m)         1343.     (f) VERT ANG    3  
 DV1870
 DV1870.Superseded values are not recommended for survey control.
 DV1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1870.See file dsdata.txt to determine how the superseded data were derived.
 DV1870
 DV1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6935728196(NAD 83)
 DV1870_MARKER: DS = TRIANGULATION STATION DISK
 DV1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1870+STABILITY: SURFACE MOTION
 DV1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1870+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2009
 DV1870
 DV1870  HISTORY     - Date     Condition        Report By
 DV1870  HISTORY     - 1986     MONUMENTED       AZDT
 DV1870  HISTORY     - 19990107 GOOD             USPSQD
 DV1870  HISTORY     - 19990109 GOOD             USPSQD
 DV1870  HISTORY     - 20071102 GOOD             GEOCAC
 DV1870  HISTORY     - 20090217 GOOD             SURPGS
 DV1870
 DV1870                          STATION DESCRIPTION
 DV1870
 DV1870'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1870'THE STATION IS LOCATED 2 MILES NORTHWEST OF BEARDSLEY ALONG THE
 DV1870'NORTHEAST SIDE OF BOTH GRAND AVENUE AND THE ATCHISON TOPEKA AND SANTA
 DV1870'FE RAILROAD.
 DV1870'
 DV1870'THE STATION MARK IS AN AZDT DISK STAMPED---SARA 1986---.  IT IS SET IN
 DV1870'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 148
 DV1870'FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD, 24 FEET NORTHEAST OF THE
 DV1870'EAST RAIL OF THE RAILROAD AND 4 FEET SOUTH OF THE WITNESS POST.
 DV1870'
 DV1870'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SARA RM 1 1986---.  IT IS
 DV1870'SET IN TOP OF A 10 INCH CONCRETE MONUMET.  IT IS 24 FEET NORTHEAST OF
 DV1870'THE EAST RAIL.
 DV1870'
 DV1870'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SARA RM 2 1986---.  IT IS
 DV1870'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 23 FEET NORTHEAST
 DV1870'OF THE EAST RAIL OF THE RAILROAD.
 DV1870'
 DV1870'THE AZIMUTH MARK IS CGS BENCH MARK STAMPED---Y 23 1933---.  IT IS SET
 DV1870'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 12 INCHES.  IT IS
 DV1870'97 FEET NORTHEAST OF US HIGHWAY 60, 55 FEET SOUTHWEST OF THE WEST RAIL
 DV1870'OF THE RAILROAD AND 2 FEET SOUTHEAST OF THE WITNESS POST.
 DV1870'
 DV1870'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV1870'AVENUE IN SURPRISE TRAVEL NORTHWEST ALONG GRAND AVENUE FOR 4.65 MILES
 DV1870'TO THE STATION ON THE RIGHT AT US HIGHWAY 60 MILE POST 138.05.
 DV1870'
 DV1870'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTHEAST ALONG
 DV1870'GRAND AVENUE FOR 0.65 MILE TO THE MARK ON THE LEFT.
 DV1870
 DV1870                          STATION RECOVERY (1999)
 DV1870
 DV1870'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1870'RECOVERED IN GOOD CONDITION.
 DV1870
 DV1870                          STATION RECOVERY (1999)
 DV1870
 DV1870'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1870'RECOVERED IN GOOD CONDITION.
 DV1870
 DV1870                          STATION RECOVERY (2007)
 DV1870
 DV1870'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1870'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1870'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DV1870'THE WITNESS POST WAS FOUND DESTROYED.
 DV1870
 DV1870                          STATION RECOVERY (2009)
 DV1870
 DV1870'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV1870'RECOVERED IN GOOD CONDITION AND INSTALLED NEW WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0762 ***********************************************************************
 DT0762  DESIGNATION -  SARDINE
 DT0762  PID         -  DT0762
 DT0762  STATE/COUNTY-  AZ/GREENLEE
 DT0762  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0762
 DT0762                         *CURRENT SURVEY CONTROL
 DT0762  ___________________________________________________________________
 DT0762* NAD 83(1992)-  33 13 16.51701(N)    109 23 01.40259(W)     ADJUSTED  
 DT0762* NAVD 88     -      2365.9    (meters)    7762.     (feet)  VERTCON   
 DT0762  ___________________________________________________________________
 DT0762  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 DT0762  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DT0762  HORZ ORDER  -  SECOND
 DT0762
 DT0762.The horizontal coordinates were established by classical geodetic methods
 DT0762.and adjusted by the National Geodetic Survey in August 1993.
 DT0762
 DT0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0762
 DT0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0762
 DT0762.The geoid height was determined by GEOID03.
 DT0762
 DT0762;                    North         East     Units Scale Factor Converg.
 DT0762;SPC AZ E     -   246,560.855   286,339.055   MT  0.99996564   +0 25 44.3
 DT0762;SPC AZ E     -   808,926.69    939,432.60   iFT  0.99996564   +0 25 44.3
 DT0762;UTM  12      - 3,676,979.783   650,615.939   MT  0.99987970   +0 53 08.5
 DT0762
 DT0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0762!SPC AZ E     -   0.99963258  x   0.99996564  =   0.99959823
 DT0762!UTM  12      -   0.99963258  x   0.99987970  =   0.99951233
 DT0762
 DT0762|---------------------------------------------------------------------|
 DT0762| PID    Reference Object                     Distance      Geod. Az  |
 DT0762|                                                           dddmmss.s |
 DT0762| CD2681 SARDINE RM 1                          5.490 METERS 04715     |
 DT0762| CD2682 SARDINE RM 2                          6.403 METERS 15317     |
 DT0762| DT0751 RENCI                               APPROX.16.5 KM 1763837.4 |
 DT0762|---------------------------------------------------------------------|
 DT0762
 DT0762                          SUPERSEDED SURVEY CONTROL
 DT0762
 DT0762  NAD 83(1986)-  33 13 16.51344(N)    109 23 01.40211(W) AD(       ) 2
 DT0762  NAD 27      -  33 13 16.29830(N)    109 22 59.12964(W) AD(       ) 2
 DT0762  NGVD 29 (07/19/86) 2365.0    (m)         7759.     (f) VERT ANG    3  
 DT0762
 DT0762.Superseded values are not recommended for survey control.
 DT0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0762.See file dsdata.txt to determine how the superseded data were derived.
 DT0762
 DT0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5061676980(NAD 83)
 DT0762_MARKER: DD = SURVEY DISK
 DT0762_SETTING: 66 = SET IN ROCK OUTCROP
 DT0762_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0762+STABILITY: POSITION/ELEVATION WELL
 DT0762
 DT0762  HISTORY     - Date     Condition        Report By
 DT0762  HISTORY     - 1978     MONUMENTED       AZDT
 DT0762
 DT0762                          STATION DESCRIPTION
 DT0762
 DT0762'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0762'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF CLIFTON
 DT0762'ON A PROMINENT HILL ON RIGHT OF U.S. HWY. 666.
 DT0762'
 DT0762'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SARDINE 1978
 DT0762'EPOXIED IN A DRILL HOLE IN ROCK AND MARKED WITH A WITNESS POST
 DT0762'AND SIGN 4 FEET TO NORTHWEST.
 DT0762'
 DT0762'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 DT0762'SARDINE RM 1 1978 EPOXIED TO A ROCK.
 DT0762'
 DT0762'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED SARDINE
 DT0762'RM 2 1978 EPOXIED TO A ROCK.
 DT0762'
 DT0762'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE
 DT0762'MORENCI MINE ON U.S. HWY. 666 (MILE POST 168.6), TRAVEL NORTH
 DT0762'ON HWY. 666 FOR 13.7 MILE TO MILE POST 182.32 AND A TRAIL.  ON
 DT0762'THE RIGHT, JUST NORTH OF A H-L SADDLE SIGN, TRAVEL UP TRAIL FOR
 DT0762'0.1 MILE TO A CORRAL AND END OF TRUCK TRAVEL.  FROM HERE,
 DT0762'PACK NORTH UP A RIDGE TO HIGHEST POINT AND THE STATION.  ABOUT
 DT0762'A 20 MINUTE PACK.
 DT0762'
 DT0762'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0811 ***********************************************************************
 CG0811  DESIGNATION -  SASABE
 CG0811  PID         -  CG0811
 CG0811  STATE/COUNTY-  AZ/PIMA
 CG0811  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0811
 CG0811                         *CURRENT SURVEY CONTROL
 CG0811  ___________________________________________________________________
 CG0811* NAD 83(1992)-  31 31 41.53073(N)    111 32 29.93883(W)     ADJUSTED  
 CG0811* NAVD 88     -      1100.81   (+/-2cm)    3611.6    (feet)  VERTCON   
 CG0811  ___________________________________________________________________
 CG0811  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CG0811  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CG0811  HORZ ORDER  -  FIRST
 CG0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0811
 CG0811.The horizontal coordinates were established by classical geodetic methods
 CG0811.and adjusted by the National Geodetic Survey in August 1993.
 CG0811
 CG0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0811.The vertical order pertains to the NGVD 29 superseded value.
 CG0811
 CG0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0811
 CG0811.The geoid height was determined by GEOID03.
 CG0811
 CG0811;                    North         East     Units Scale Factor Converg.
 CG0811;SPC AZ C     -    58,619.077   248,973.341   MT  0.99991564   +0 11 46.0
 CG0811;SPC AZ C     -   192,319.81    816,841.67   iFT  0.99991564   +0 11 46.0
 CG0811;UTM  12      - 3,488,269.599   448,577.703   MT  0.99963261   -0 16 59.7
 CG0811
 CG0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0811!SPC AZ C     -   0.99983193  x   0.99991564  =   0.99974759
 CG0811!UTM  12      -   0.99983193  x   0.99963261  =   0.99946460
 CG0811
 CG0811:                Primary Azimuth Mark                     Grid Az
 CG0811:SPC AZ C     -  SASABE RM 3 AZIMUTH                      182 01 11.1
 CG0811:UTM  12      -  SASABE RM 3 AZIMUTH                      182 29 56.8
 CG0811
 CG0811|---------------------------------------------------------------------|
 CG0811| PID    Reference Object                     Distance      Geod. Az  |
 CG0811|                                                           dddmmss.s |
 CG0811| CG0814 SASABE RM 3 AZIMUTH                                1821257.1 |
 CG0811| CG0812 SASABE RM 1                          22.883 METERS 18430     |
 CG0811| CG0813 SASABE RM 2                          19.680 METERS 27644     |
 CG0811|---------------------------------------------------------------------|
 CG0811
 CG0811                          SUPERSEDED SURVEY CONTROL
 CG0811
 CG0811  NAD 83(1986)-  31 31 41.52092(N)    111 32 29.93800(W) AD(       ) 1
 CG0811  NAD 27      -  31 31 41.19800(N)    111 32 27.55500(W) AD(       ) 1
 CG0811  NGVD 29 (??/??/92) 1100.008  (m)         3608.94   (f) ADJ UNCH    2 0
 CG0811
 CG0811.Superseded values are not recommended for survey control.
 CG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0811.See file dsdata.txt to determine how the superseded data were derived.
 CG0811
 CG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV4857888270(NAD 83)
 CG0811_MARKER: DS = TRIANGULATION STATION DISK
 CG0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0811_STAMPING: SASABE 1935
 CG0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0811+STABILITY: SURFACE MOTION
 CG0811
 CG0811  HISTORY     - Date     Condition        Report By
 CG0811  HISTORY     - 1935     MONUMENTED       CGS
 CG0811  HISTORY     - 1951     GOOD             CGS
 CG0811  HISTORY     - 1951     GOOD             NGS
 CG0811  HISTORY     - 1958     GOOD             AMS
 CG0811  HISTORY     - 1968     GOOD             DMA
 CG0811  HISTORY     - 1977     GOOD             USGS
 CG0811  HISTORY     - 20010331 GOOD             NGS
 CG0811
 CG0811                          STATION DESCRIPTION
 CG0811
 CG0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0811'ABOUT 2.5 MILES NORTH OF SASABE, ABOUT 12 PACES WEST OF ROAD,
 CG0811'ON THE HIGHEST SUMMIT ALONG THE SASABE-ROBLES ROAD FOR SOME
 CG0811'MILES.  MARKED BY STANDARD BRONZE DISKS.
 CG0811'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CG0811'DISK, IS 22.883 METERS (75.08 FEET) FROM STATION
 CG0811'S 04 DEG 36 MIN W. REFERENCE MARK NO. 2, A STANDARD
 CG0811'BRONZE REFERENCE DISK, IS 19.680 METERS (64.57 FEET)
 CG0811'FROM STATION N 83 DEG 16 MIN W. AZIMUTH MARK
 CG0811'(REFERENCE MARK NO. 3), IS A STANDARD BRONZE DISK,
 CG0811'ABOUT 12 PACES EAST OF THE ROAD AND ABOUT 5 PACES NORTH
 CG0811'OF THE FENCE LINE, AND 0.6 MILE FROM STATION
 CG0811'S 02 DEG 13 MIN W.
 CG0811
 CG0811                          STATION RECOVERY (1951)
 CG0811
 CG0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CG0811'STATION, REFERENCE, AND AZIMUTH MARKS FOUND IN GOOD CONDITION.
 CG0811'WITNESS POSTS PLACED AT R.M .1 AND AZIMUTH MARK.  DESCRIPTION
 CG0811'FOLLOWS--
 CG0811'
 CG0811'STATION IS 2.8 MILES N OF THE SCHOOLHOUSE AT SASABE, 3.4 MILES
 CG0811'N OF THE UNITED STATES AND MEXICAN BORDER, ON THE W SIDE OF THE
 CG0811'ROAD.
 CG0811'
 CG0811'TO REACH FROM SASABE, GO 2.8 MILES N OF THE SASABE SCHOOLHOUSE
 CG0811'ALONG THE THREE POINTS-SASABE ROAD.
 CG0811'
 CG0811'STATION MARK IS A STANDARD DISK, STAMPED SASABE 1935, SET IN THE
 CG0811'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0811'IT IS 75 FEET N OF R.M. 1, 64.5 FEET E OF R.M. 2, 54.4 FEET
 CG0811'SE OF A POWER LINE POLE, 60-1/2 FEET W OF THE CENTER LINE OF THE
 CG0811'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CG0811'
 CG0811'R.M. 1 IS A STANDARD DISK, STAMPED SASABE NO 1 1935, SET IN
 CG0811'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0811'GROUND.  IT IS 109 FEET SE OF A POWER LINE POLE, 61-1/2 FEET
 CG0811'W OF THE CENTER LINE OF THE ROAD, 1.8 FEET N OF A WITNESS POST,
 CG0811'QAND ABOUT 2 FEET HIGHER THAN THE ROAD.
 CG0811'
 CG0811'R.M. 2 IS A STANDARD DISK, STAMPED SASABE NO 2 1935, SET IN
 CG0811'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0811'IT IS 123-1/2 FEET W OF THE CENTER LINE OF THE ROAD, 24.3 FEET SW
 CG0811'OF A POWER LINE POLE, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.
 CG0811'
 CG0811'AZIMUTH MARK IS A STANDARD DISK, STAMPED SASABE NO 3 1935, SET
 CG0811'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CG0811'GROUND.  IT IS AT A CATTLE GUARD AND A FENCE LINE LEADING SE,
 CG0811'0.65 MILE S OF THE STATION, 42 FEET E OF THE CENTER LINE OF THE
 CG0811'ROAD AND CATTLE GUARD, 20.4 FEET NE OF THE E IRON GATEPOST
 CG0811'FOR THE IRON GATE, 16.8 FEET N OF THE FENCE LINE LEADING SE, 2.2
 CG0811'FEET N OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 CG0811'
 CG0811'WITNESS POSTS ARE MADE OF 4- BY 4-INCH WOODEN POSTS PAINTED
 CG0811'WHITE, WITH THE LETTERS U.S.B.M. STENCILED ON THEM, AND ARE
 CG0811'PROJECTING 18 INCHES ABOVE THE GROUND.  THEY WERE PLACED 2.2
 CG0811'FEET S OF THE AZIMUTH MARK AND 1.8 FEET S OF R.M. 1.
 CG0811'
 CG0811'DISTANCE BETWEEWN MARKS WERE MEASURED TO THE CLOSEST TENTH
 CG0811'OF A FOOT, DIRECTIONS WERE NOT CHECKED.
 CG0811
 CG0811                          STATION RECOVERY (1951)
 CG0811
 CG0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CG0811'2.85 MI N FROM SASABE.
 CG0811'2.85 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0811'HOUSE AT SASABE, 75 FEET NORTH OF R M NO 1, 64.5 FEET EAST OF THE R M
 CG0811'NO 2, 54.4 FEET SOUTHEAST OF A POWER LINE POLE, 60 1/2 FEET WEST OF
 CG0811'THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 CG0811'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CG0811'GROUND.
 CG0811
 CG0811                          STATION RECOVERY (1958)
 CG0811
 CG0811'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG0811'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 CG0811'ON THE HIGHEST POINT OF HILL, 195 FEET N OF THE N TIP OF DARK
 CG0811'BUSHES, REFERENCE POST 2.  228 FEET E OF THE E TIP OF EASTERNMOST
 CG0811'OF TWO TREES, REFERENCE POSTS 3.  185 FEET S OF THE S TIP OF
 CG0811'TWO SMALL BUSHES, REFERENCE POST 1.  63 FEET W OF THE CENTERLINE
 CG0811'OF ROAD.
 CG0811
 CG0811                          STATION RECOVERY (1968)
 CG0811
 CG0811'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968 (DEZ)
 CG0811'STATION MARK, REFERENCE MARKS AND AZ. MK. RECOVERED IN GOOD
 CG0811'CONDITION.  DESCRIPTION IS ADEQUATE.
 CG0811
 CG0811                          STATION RECOVERY (1977)
 CG0811
 CG0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0811'ALONG THE THREE POINTS-SASABE RD. SHOULD READ ALONG STATE HWY. 286.
 CG0811
 CG0811                          STATION RECOVERY (2001)
 CG0811
 CG0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0811'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0812 ***********************************************************************
 CG0812  DESIGNATION -  SASABE RM 1
 CG0812  PID         -  CG0812
 CG0812  STATE/COUNTY-  AZ/PIMA
 CG0812  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0812
 CG0812                         *CURRENT SURVEY CONTROL
 CG0812  ___________________________________________________________________
 CG0812* NAD 83(1986)-  31 31 41.     (N)    111 32 29.     (W)     SCALED    
 CG0812* NAVD 88     -      1100.20   (+/-2cm)    3609.6    (feet)  VERTCON   
 CG0812  ___________________________________________________________________
 CG0812  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CG0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0812
 CG0812.The horizontal coordinates were scaled from a topographic map and have
 CG0812.an estimated accuracy of +/- 6 seconds.
 CG0812
 CG0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0812.The vertical order pertains to the NGVD 29 superseded value.
 CG0812
 CG0812.The geoid height was determined by GEOID03.
 CG0812
 CG0812;                    North         East    Units  Estimated Accuracy
 CG0812;SPC AZ C     -    58,600.      249,000.      MT  (+/- 180 meters Scaled)
 CG0812
 CG0812                          SUPERSEDED SURVEY CONTROL
 CG0812
 CG0812  NGVD 29 (??/??/92) 1099.396  (m)         3606.93   (f) ADJ UNCH    2 0
 CG0812
 CG0812.Superseded values are not recommended for survey control.
 CG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0812.See file dsdata.txt to determine how the superseded data were derived.
 CG0812
 CG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV486882(NAD 83)
 CG0812_MARKER: DR = REFERENCE MARK DISK
 CG0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0812_STAMPING: SASABE NO 1 1935
 CG0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0812+STABILITY: SURFACE MOTION
 CG0812
 CG0812  HISTORY     - Date     Condition        Report By
 CG0812  HISTORY     - 1935     MONUMENTED       CGS
 CG0812  HISTORY     - 1951     GOOD             NGS
 CG0812  HISTORY     - 1977     GOOD             USGS
 CG0812  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0812
 CG0812                          STATION DESCRIPTION
 CG0812
 CG0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0812'2.85 MI N FROM SASABE.
 CG0812'2.85 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0812'HOUSE AT SASABE, 0.65 MILE NORTH OF A CATTLE GUARD AND AN AZIMUTH MARK
 CG0812'(SASABE R M NO 3), 100.8 FEET SOUTHEAST OF SASABE R M NO 2, 109.8 FEET
 CG0812'SOUTHEAST OF A POWER LINE POLE, 75 FEET SOUTH OF THE TRIANGULATION
 CG0812'STATION, 61 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 CG0812'NORTH OF THE WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 CG0812'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CG0812'GROUND.
 CG0812
 CG0812                          STATION RECOVERY (1977)
 CG0812
 CG0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0812'DELETE CATTLE GUARD. ALSO, ALONG THE THREE POINTS-SASABE RD. SHOULD
 CG0812'READ ALONG STATE HWY. 286.
 CG0812
 CG0812                          STATION RECOVERY (2001)
 CG0812
 CG0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0812'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0813 ***********************************************************************
 CG0813  DESIGNATION -  SASABE RM 2
 CG0813  PID         -  CG0813
 CG0813  STATE/COUNTY-  AZ/PIMA
 CG0813  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0813
 CG0813                         *CURRENT SURVEY CONTROL
 CG0813  ___________________________________________________________________
 CG0813* NAD 83(1986)-  31 31 41.     (N)    111 32 29.     (W)     SCALED    
 CG0813* NAVD 88     -      1101.27   (+/-2cm)    3613.1    (feet)  VERTCON   
 CG0813  ___________________________________________________________________
 CG0813  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CG0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0813
 CG0813.The horizontal coordinates were scaled from a topographic map and have
 CG0813.an estimated accuracy of +/- 6 seconds.
 CG0813
 CG0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0813.The vertical order pertains to the NGVD 29 superseded value.
 CG0813
 CG0813.The geoid height was determined by GEOID03.
 CG0813
 CG0813;                    North         East    Units  Estimated Accuracy
 CG0813;SPC AZ C     -    58,600.      249,000.      MT  (+/- 180 meters Scaled)
 CG0813
 CG0813                          SUPERSEDED SURVEY CONTROL
 CG0813
 CG0813  NGVD 29 (??/??/92) 1100.463  (m)         3610.44   (f) ADJ UNCH    2 0
 CG0813
 CG0813.Superseded values are not recommended for survey control.
 CG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0813.See file dsdata.txt to determine how the superseded data were derived.
 CG0813
 CG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV486882(NAD 83)
 CG0813_MARKER: DR = REFERENCE MARK DISK
 CG0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0813_STAMPING: SASABE NO 2 1935
 CG0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0813+STABILITY: SURFACE MOTION
 CG0813
 CG0813  HISTORY     - Date     Condition        Report By
 CG0813  HISTORY     - 1935     MONUMENTED       CGS
 CG0813  HISTORY     - 1951     GOOD             NGS
 CG0813  HISTORY     - 1977     GOOD             USGS
 CG0813  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0813
 CG0813                          STATION DESCRIPTION
 CG0813
 CG0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0813'2.85 MI N FROM SASABE.
 CG0813'2.85 MILES NORTH ALONG THE THREE POINT-SASABE ROADS FROM THE SCHOOL
 CG0813'HOUSE AT SASABE, 123 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CG0813'100.8 FEET NORTHWEST OF R M NO 1, 64.5 FEET WEST OF THE TRIANGULATION
 CG0813'STATION, 24.7 FEET SOUTHWEST OF A POWER LINE POLE, AND ABOUT 1 1/2
 CG0813'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0813'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0813
 CG0813                          STATION RECOVERY (1977)
 CG0813
 CG0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0813'ALONG THE THREE POINTS-SASABE RD. SHOULD READ ALONG STATE HWY. 286.
 CG0813
 CG0813                          STATION RECOVERY (2001)
 CG0813
 CG0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0813'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0814 ***********************************************************************
 CG0814  DESIGNATION -  SASABE RM 3 AZIMUTH
 CG0814  PID         -  CG0814
 CG0814  STATE/COUNTY-  AZ/PIMA
 CG0814  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0814
 CG0814                         *CURRENT SURVEY CONTROL
 CG0814  ___________________________________________________________________
 CG0814* NAD 83(1986)-  31 31 08.     (N)    111 32 31.     (W)     SCALED    
 CG0814* NAVD 88     -      1097.49   (+/-2cm)    3600.7    (feet)  VERTCON   
 CG0814  ___________________________________________________________________
 CG0814  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0814
 CG0814.The horizontal coordinates were scaled from a topographic map and have
 CG0814.an estimated accuracy of +/- 6 seconds.
 CG0814
 CG0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0814.The vertical order pertains to the NGVD 29 superseded value.
 CG0814
 CG0814.The geoid height was determined by GEOID03.
 CG0814
 CG0814;                    North         East    Units  Estimated Accuracy
 CG0814;SPC AZ C     -    57,590.      248,950.      MT  (+/- 180 meters Scaled)
 CG0814
 CG0814                          SUPERSEDED SURVEY CONTROL
 CG0814
 CG0814  NGVD 29 (??/??/92) 1096.689  (m)         3598.05   (f) ADJ UNCH    2 0
 CG0814
 CG0814.Superseded values are not recommended for survey control.
 CG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0814.See file dsdata.txt to determine how the superseded data were derived.
 CG0814
 CG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV485872(NAD 83)
 CG0814_MARKER: DR = REFERENCE MARK DISK
 CG0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0814_STAMPING: SASABE NO 3 1935
 CG0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0814+STABILITY: SURFACE MOTION
 CG0814
 CG0814  HISTORY     - Date     Condition        Report By
 CG0814  HISTORY     - 1935     MONUMENTED       CGS
 CG0814  HISTORY     - 1951     GOOD             NGS
 CG0814  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0814
 CG0814                          STATION DESCRIPTION
 CG0814
 CG0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0814'2.2 MI N FROM SASABE.
 CG0814'2.2 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0814'HOUSE AT SASABE, AT A CATTLE GUARD AND FENCE LINE LEADING SOUTHEAST,
 CG0814'0.65 MILES SOUTH OF THE STATION SASABE, 42 FEET EAST OF THE CENTER
 CG0814'LINE OF THE ROAD AND CATTLE GUARD, 20.4 FEET NORTHEAST OF THE EAST
 CG0814'IRON GATE POST FOR AN IRON GATE, 16.8 FEET NORTH OF THE FENCE LINE
 CG0814'LEADING SOUTHEAST, 2.2 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL
 CG0814'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CG0814'FOOT ABOVE THE GROUND.
 CG0814
 CG0814                          STATION RECOVERY (2001)
 CG0814
 CG0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0814'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1932 ***********************************************************************
 CZ1932  DESIGNATION -  SASCO
 CZ1932  PID         -  CZ1932
 CZ1932  STATE/COUNTY-  AZ/PINAL
 CZ1932  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ1932
 CZ1932                         *CURRENT SURVEY CONTROL
 CZ1932  ___________________________________________________________________
 CZ1932* NAD 83(2007)-  32 31 24.40202(N)    111 25 32.38578(W)     ADJUSTED  
 CZ1932* NAVD 88     -       819.6    (meters)    2689.     (feet)  GPS OBS   
 CZ1932  ___________________________________________________________________
 CZ1932  EPOCH DATE  -        2007.00
 CZ1932  X           -  -1,966,646.753 (meters)                     COMP
 CZ1932  Y           -  -5,011,682.311 (meters)                     COMP
 CZ1932  Z           -   3,409,940.277 (meters)                     COMP
 CZ1932  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CZ1932  ELLIP HEIGHT-         789.772 (meters)          (02/10/07) ADJUSTED
 CZ1932  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ1932
 CZ1932  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1932  Type    PID    Designation                      North   East  Ellip
 CZ1932  -------------------------------------------------------------------
 CZ1932  NETWORK CZ1932 SASCO                             1.59   1.94   3.14
 CZ1932  -------------------------------------------------------------------
 CZ1932
 CZ1932.The horizontal coordinates were established by GPS observations
 CZ1932.and adjusted by the National Geodetic Survey in February 2007.
 CZ1932
 CZ1932.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1932.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1932.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1932.The epoch date for horizontal control is a decimal equivalence
 CZ1932.of Year/Month/Day.
 CZ1932
 CZ1932.The orthometric height was determined by GPS observations and a
 CZ1932.high-resolution geoid model.
 CZ1932
 CZ1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1932
 CZ1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1932
 CZ1932.The ellipsoidal height was determined by GPS observations
 CZ1932.and is referenced to NAD 83.
 CZ1932
 CZ1932.The geoid height was determined by GEOID03.
 CZ1932
 CZ1932;                    North         East     Units Scale Factor Converg.
 CZ1932;SPC AZ C     -   169,013.033   259,486.612   MT  0.99992623   +0 15 50.4
 CZ1932;SPC AZ C     -   554,504.70    851,334.03   iFT  0.99992623   +0 15 50.4
 CZ1932;UTM  12      - 3,598,537.865   460,023.819   MT  0.99961971   -0 13 43.9
 CZ1932
 CZ1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1932!SPC AZ C     -   0.99987601  x   0.99992623  =   0.99980225
 CZ1932!UTM  12      -   0.99987601  x   0.99961971  =   0.99949577
 CZ1932
 CZ1932:                Primary Azimuth Mark                     Grid Az
 CZ1932:SPC AZ C     -  AIRWAY BEACON ON PICACHO PEAK            010 30 23.7
 CZ1932:UTM  12      -  AIRWAY BEACON ON PICACHO PEAK            010 59 58.0
 CZ1932
 CZ1932|---------------------------------------------------------------------|
 CZ1932| PID    Reference Object                     Distance      Geod. Az  |
 CZ1932|                                                           dddmmss.s |
 CZ1932| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX.12.6 KM 0104614.1 |
 CZ1932| CZ1930 AIRWAY BEACON W OF AIRPORT 38       APPROX. 5.6 KM 0310116.2 |
 CZ1932| CH5400 SASCO RM 1                            8.745 METERS 09917     |
 CZ1932| CH5401 SASCO RM 2                           10.487 METERS 17206     |
 CZ1932| CZ2024 PHOENIX TUCSON AWY BCN 5            APPROX.35.6 KM 3380056.5 |
 CZ1932| CZ0400 A 292                                              3571156.3 |
 CZ1932|---------------------------------------------------------------------|
 CZ1932
 CZ1932                          SUPERSEDED SURVEY CONTROL
 CZ1932
 CZ1932  ELLIP H (09/30/02)  789.903  (m)                       GP(       ) 3 2
 CZ1932  ELLIP H (10/05/93)  789.934  (m)                       GP(       ) 3 2
 CZ1932  NAD 83(1992)-  32 31 24.39919(N)    111 25 32.38210(W) AD(       ) 1
 CZ1932  NAD 83(1986)-  32 31 24.39387(N)    111 25 32.38141(W) AD(       ) 1
 CZ1932  NAD 27      -  32 31 24.15400(N)    111 25 29.98000(W) AD(       ) 1
 CZ1932
 CZ1932.Superseded values are not recommended for survey control.
 CZ1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1932.See file dsdata.txt to determine how the superseded data were derived.
 CZ1932
 CZ1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6002498538(NAD 83)
 CZ1932_MARKER: DS = TRIANGULATION STATION DISK
 CZ1932_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1932_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1932_STAMPING: SASCO 1935
 CZ1932_MARK LOGO: CGS   
 CZ1932_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1932+STABILITY: POSITION/ELEVATION WELL
 CZ1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1932+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1991
 CZ1932
 CZ1932  HISTORY     - Date     Condition        Report By
 CZ1932  HISTORY     - 1935     MONUMENTED       CGS
 CZ1932  HISTORY     - 1935     GOOD             CGS
 CZ1932  HISTORY     - 1960     GOOD             CGS
 CZ1932  HISTORY     - 1972     GOOD             AZHD
 CZ1932  HISTORY     - 19910613 GOOD             AZ-019
 CZ1932
 CZ1932                          STATION DESCRIPTION
 CZ1932
 CZ1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1932'ABOUT 6 MILES SOUTHWEST OF RED ROCK AND ABOUT 1 MILE SOUTH
 CZ1932'OF THE OLD TOWN OF SASCO, ON A BLACK ROCKY HILL WITH A ROCK
 CZ1932'OUTCROP ON THE NORTH SIDE, THE MOST NORTHERLY ONE OF A GROUP
 CZ1932'OF HILLS EXTENDING EAST AND WEST, SOUTH AND EAST OF SASCO.
 CZ1932'MARKED BY A STANDARD BRONZE DISK.
 CZ1932'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK
 CZ1932'IS 8.810 METERS (28.90 FEET) FROM STATION.
 CZ1932'REFERENCE MARK NO. 2, A STANDARD BRONZE
 CZ1932'REFERENCE DISK IS 10.590 METERS (34.74 FEET)
 CZ1932'FROM STATION.
 CZ1932
 CZ1932                          STATION RECOVERY (1935)
 CZ1932
 CZ1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CZ1932'RECOVERED IN GOOD CONDITION.
 CZ1932
 CZ1932                          STATION RECOVERY (1960)
 CZ1932
 CZ1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1932'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CZ1932'IN GOOD CONDITION.
 CZ1932'
 CZ1932'A DESCRIPTION TO REACH THE STATION FOLLOWS.
 CZ1932'
 CZ1932'REACHED FROM THE S.P.R.R. DEPOT IN RED ROCK BY GOING SOUTHEAST
 CZ1932'ON STATE HIGHWAY 93 FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 CZ1932'RIGHT AND FOLLOW GRADED ROAD SOUTHWESTERLY FOR 2.7 MILES TO
 CZ1932'FORKS, TAKE LEFT FORK FOR 3.7 MILES TO FORKS AND THE AZIMUTH
 CZ1932'MARK ON THE RIGHT, TAKE LEFT FORK FOR 0.4 MILE TO A DIM
 CZ1932'SIDE ROAD LEFT, TURN LEFT FOR 0.3 MILE TO END OF TRUCK TRAVEL.
 CZ1932'FROM END OF TRUCK TRAVEL PACK SOUTHEASTERLY TO TOP OF HILL
 CZ1932'AND STATION ON THE HIGHEST POINT.
 CZ1932'
 CZ1932'BENCH MARK A 292, USED AS AN AZIMUTH MARK, IS A STANDARD
 CZ1932'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK, STAMPED A
 CZ1932'292 1951, SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 CZ1932'POST PROJECTING 7 INCHES.  IT IS 55 FEET NORTH OF THE INTERSECTION
 CZ1932'OF THE CENTER LINES OF THE FORKS, 4.5 FEET WEST OF A TELEPHONE
 CZ1932'POLE AND 2 FEET EAST OF A WHITE WITNESS POST.
 CZ1932
 CZ1932                          STATION RECOVERY (1972)
 CZ1932
 CZ1932'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1932'GENERAL LOCATION RECOV. AS DESCRIBED.
 CZ1932'
 CZ1932'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CZ1932'
 CZ1932'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ1932
 CZ1932                          STATION RECOVERY (1991)
 CZ1932
 CZ1932'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1991
 CZ1932'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST.(EXIT
 CZ1932'258), TRAVEL NORTH (WEST BOUND) ON I-10 APPROX 32 MI (51.5 KM) TO RED
 CZ1932'ROCK EXIT 226, SOUTHWEST ON SASCO ROAD 2.9 MI (4.7 KM) TO AN ASPHALT
 CZ1932'FORK IN RD, CONTINUE SOUTHWEST ON SASCO RD FOR 4.2 MI (6.8 KM) TO A
 CZ1932'SOUTHERLY RUNNING DIRT RD, SOUTH ON DIRT RD 0.3 MILE (0.5 KM) TO A
 CZ1932'EAST-WEST RUNNING POWER LINE WITH PARALLELING DIRT RD, SOUTH APPROX
 CZ1932'300 FT (91.4 M) BEYOND POWER LINE AND PARK VEHICAL HERE. MARKER IS
 CZ1932'SET ON A BLACK ROCKEY HILL WITH A ROCK OUTCROP ON THE NORTH SIDE, THE
 CZ1932'MOST NORTHERLY ONE OF A GROUP OF HILLS EXTENDING EAST AND WEST, SOUTH
 CZ1932'AND EAST OF THE TOWN OF SASCO, PACK IN A SOUTHERLY DIRECTION FOR 1
 CZ1932'HOUR AND 15 MINUTES UP HILL TO MARKER. PINAL COUNTY, TOWNSHIP 10
 CZ1932'SOUTH, RANGE 9 EAST, SECTION 28.
 CZ1932'MARKER IS A STANDARD U.S.COAST AND GEODETIC SURVEY BRONZE DISK SET IN
 CZ1932'A DRILLHOLE IN BEDROCK, STAMPED, SASCO 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1494 ***********************************************************************
 DA1494  DESIGNATION -  SAUCEEDO
 DA1494  PID         -  DA1494
 DA1494  STATE/COUNTY-  AZ/PIMA
 DA1494  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA1494
 DA1494                         *CURRENT SURVEY CONTROL
 DA1494  ___________________________________________________________________
 DA1494* NAD 83(1992)-  32 27 40.99469(N)    112 35 25.50006(W)     ADJUSTED  
 DA1494* NAVD 88     -      1256.0    (meters)    4121.     (feet)  VERTCON   
 DA1494  ___________________________________________________________________
 DA1494  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DA1494  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DA1494  HORZ ORDER  -  FIRST
 DA1494
 DA1494.The horizontal coordinates were established by classical geodetic methods
 DA1494.and adjusted by the National Geodetic Survey in August 1993.
 DA1494
 DA1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1494
 DA1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1494
 DA1494.The geoid height was determined by GEOID03.
 DA1494
 DA1494;                    North         East     Units Scale Factor Converg.
 DA1494;SPC AZ C     -   162,225.438   150,021.827   MT  0.99994945   -0 21 41.9
 DA1494;SPC AZ C     -   532,235.69    492,197.60   iFT  0.99994945   -0 21 41.9
 DA1494;UTM  12      - 3,592,692.527   350,525.574   MT  0.99987552   -0 51 13.6
 DA1494
 DA1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1494!SPC AZ C     -   0.99980770  x   0.99994945  =   0.99975716
 DA1494!UTM  12      -   0.99980770  x   0.99987552  =   0.99968325
 DA1494
 DA1494:                Primary Azimuth Mark                     Grid Az
 DA1494:SPC AZ C     -  SAUCEEDO AZ MK                           127 33 46.9
 DA1494:UTM  12      -  SAUCEEDO AZ MK                           128 03 18.6
 DA1494
 DA1494|---------------------------------------------------------------------|
 DA1494| PID    Reference Object                     Distance      Geod. Az  |
 DA1494|                                                           dddmmss.s |
 DA1494| CH5402 SAUCEEDO AZ MK                                     1271205.0 |
 DA1494| CH5404 SAUCEEDO RM 2                         6.064 METERS 23318     |
 DA1494| CH5403 SAUCEEDO RM 1                         5.460 METERS 32951     |
 DA1494|---------------------------------------------------------------------|
 DA1494
 DA1494                          SUPERSEDED SURVEY CONTROL
 DA1494
 DA1494  NAD 83(1986)-  32 27 40.98282(N)    112 35 25.50354(W) AD(       ) 1
 DA1494  NAD 27      -  32 27 40.77500(N)    112 35 22.97700(W) AD(       ) 1
 DA1494  NGVD 29 (06/20/88) 1255.2    (m)         4118.     (f) VERT ANG    3  
 DA1494
 DA1494.Superseded values are not recommended for survey control.
 DA1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1494.See file dsdata.txt to determine how the superseded data were derived.
 DA1494
 DA1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5052692693(NAD 83)
 DA1494_MARKER: DS = TRIANGULATION STATION DISK
 DA1494_SETTING: 66 = SET IN ROCK OUTCROP
 DA1494_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1494+STABILITY: POSITION/ELEVATION WELL
 DA1494
 DA1494  HISTORY     - Date     Condition        Report By
 DA1494  HISTORY     - 1920     MONUMENTED       CGS
 DA1494  HISTORY     - 1936     GOOD             CGS
 DA1494  HISTORY     - 1948     GOOD             USGS
 DA1494  HISTORY     - 1962     GOOD             USGS
 DA1494  HISTORY     - 1972     GOOD             AZHD
 DA1494
 DA1494                          STATION DESCRIPTION
 DA1494
 DA1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DA1494'ON THE HIGHEST SUMMIT OF THE SAUCEDA MOUNTAINS, 18 MILES,
 DA1494'AIR LINE, NORTHEAST OF AJO, ON HILL WEST OF THE INDIAN VILLAGE
 DA1494'OF ROAD RUNNER, ABOUT 3 MILES, 242 DEG (MAGNETIC), FROM TWO
 DA1494'CHARCOS.  MARKED BY A STANDARD BRONZE DISK, STAMPED
 DA1494'SAUCEDA 1920, 1935.  REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1494'REFERENCE DISK, IS 5.460 METERS (17.91 FEET) FROM
 DA1494'STATION N 30 DEG 09 MIN W.  REFERENCE MARK NO. 2, A
 DA1494'STANDARD BRONZE REFERENCE DISK, IS 6.064 METERS
 DA1494'(19.89 FEET) FROM STATION S 53 DEG 18 MIN W.  THE
 DA1494'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ONE-HALF
 DA1494'MILE FROM STATION S 52 DEG 48 MIN E.
 DA1494
 DA1494                          STATION RECOVERY (1948)
 DA1494
 DA1494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1494'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 DA1494'AGREE WITH NGS.
 DA1494
 DA1494                          STATION RECOVERY (1962)
 DA1494
 DA1494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1494'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 DA1494
 DA1494                          STATION RECOVERY (1972)
 DA1494
 DA1494'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DA1494'GENERAL LOCATION 18 MILES N.E. OF AJO, ARIZ.
 DA1494'
 DA1494'TO REACH VISITED BY HELICOPTER.
 DA1494'
 DA1494'STATION MARK STD. BR. DISK STAMPED SAUCEDA.
 DA1494'
 DA1494'REFERENCE MARKS DIDNT SEARCH.
 DA1494'
 DA1494'AZIMUTH MARK DIDNT SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0744 ***********************************************************************
 DT0744  DESIGNATION -  SAW
 DT0744  PID         -  DT0744
 DT0744  STATE/COUNTY-  AZ/GREENLEE
 DT0744  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0744
 DT0744                         *CURRENT SURVEY CONTROL
 DT0744  ___________________________________________________________________
 DT0744* NAD 83(1992)-  33 14 51.56632(N)    109 20 34.15421(W)     ADJUSTED  
 DT0744* NAVD 88     -      2141.4    (meters)    7026.     (feet)  VERTCON   
 DT0744  ___________________________________________________________________
 DT0744  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DT0744  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DT0744  HORZ ORDER  -  SECOND
 DT0744
 DT0744.The horizontal coordinates were established by classical geodetic methods
 DT0744.and adjusted by the National Geodetic Survey in August 1993.
 DT0744
 DT0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0744
 DT0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0744
 DT0744.The geoid height was determined by GEOID03.
 DT0744
 DT0744;                    North         East     Units Scale Factor Converg.
 DT0744;SPC AZ E     -   249,518.250   290,128.633   MT  0.99997264   +0 27 06.1
 DT0744;SPC AZ E     -   818,629.43    951,865.59   iFT  0.99997264   +0 27 06.1
 DT0744;UTM  12      - 3,679,967.056   654,381.505   MT  0.99989386   +0 54 31.5
 DT0744
 DT0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0744!SPC AZ E     -   0.99966779  x   0.99997264  =   0.99964044
 DT0744!UTM  12      -   0.99966779  x   0.99989386  =   0.99956168
 DT0744
 DT0744:                Primary Azimuth Mark                     Grid Az
 DT0744:SPC AZ E     -  GREY PK                                  251 21 09.1
 DT0744:UTM  12      -  GREY PK                                  250 53 43.7
 DT0744
 DT0744|---------------------------------------------------------------------|
 DT0744| PID    Reference Object                     Distance      Geod. Az  |
 DT0744|                                                           dddmmss.s |
 DT0744| DT0764 GREY PK                             APPROX. 6.4 KM 2514815.2 |
 DT0744| CD2688 SAW RM 1                             15.457 METERS 25551     |
 DT0744| CD2689 SAW RM 2                             13.089 METERS 34409     |
 DT0744|---------------------------------------------------------------------|
 DT0744
 DT0744                          SUPERSEDED SURVEY CONTROL
 DT0744
 DT0744  NAD 83(1986)-  33 14 51.56280(N)    109 20 34.15360(W) AD(       ) 2
 DT0744  NAD 27      -  33 14 51.34383(N)    109 20 31.88234(W) AD(       ) 2
 DT0744  NGVD 29 (07/19/86) 2140.5    (m)         7023.     (f) VERT ANG    3  
 DT0744
 DT0744.Superseded values are not recommended for survey control.
 DT0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0744.See file dsdata.txt to determine how the superseded data were derived.
 DT0744
 DT0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5438279967(NAD 83)
 DT0744_MARKER: DD = SURVEY DISK
 DT0744_SETTING: 66 = SET IN ROCK OUTCROP
 DT0744_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0744+STABILITY: POSITION/ELEVATION WELL
 DT0744
 DT0744  HISTORY     - Date     Condition        Report By
 DT0744  HISTORY     - 1978     MONUMENTED       USGS
 DT0744
 DT0744                          STATION DESCRIPTION
 DT0744
 DT0744'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (TT)
 DT0744'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF CLIFTON ON THE
 DT0744'EAST END OF A LONG RIDGE.
 DT0744'
 DT0744'THE STATION IS A STANDARD U.S.G.S. DISK CEMENTED IN A LARGE
 DT0744'ROCK NEARLY FLUSH WITH THE GROUND AND STAMPED SAW 1961.
 DT0744'
 DT0744'REFERENCE MARK 1 IS AN U.S.G.S. REFERENCE DISK STAMPED RM 1
 DT0744'CEMENTED TO A LARGE ROCK ON THE SOUTH RIM OF THE RIDGE.
 DT0744'
 DT0744'REFERENCE MARK 2 IS A U.S.G.S. REFERENCE DISK STAMPED NO. 2
 DT0744'AND IS CEMENTED TO A LARGE ROCK ON THE NORTH RIM OF THE RIDGE.
 DT0744'
 DT0744'TO REACH THE STATION FROM THE ADMINISTRATION BLDG. AT THE
 DT0744'MORENCI MINE ON U.S. 666, TRAVEL NORTH ON HWY. 666 FOR 17.9 MILES
 DT0744'TO MILE POST 186.5, PARK TRUCK ON WEST SIDE OF HWY. AND PACK
 DT0744'EASTERLY DOWN A RAVINE AND UP THE OTHER SIDE.  NEAR THE TOP, A
 DT0744'FOOT TRAIL CROSSES IN A NORTH-SOUTH DIRECTION, BEAR LEFT, NORTH,
 DT0744'AND FOLLOW TRAIL.  MIDWAY TO STATION YOU ENCOUNTER AN OPEN
 DT0744'CLEARING, CROSS CLEARING AND PICK UP TRAIL ON THE SIDE, THERE
 DT0744'ARE SEVERAL PLACES WHERE THE TRAIL IS DIM, HOWEVER, LOOKING
 DT0744'SHARP WILL HELP.  ABOUT 0.2 MILES FROM TOP OF RIDGE AND
 DT0744'STATION YOU PASS THROUGH A GATE IN A FENCE.  ABOUT A 1-1/4
 DT0744'HOUR PACK.
 DT0744'
 DT0744'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1560 ***********************************************************************
 DA1560  DESIGNATION -  SAW
 DA1560  PID         -  DA1560
 DA1560  STATE/COUNTY-  AZ/MARICOPA
 DA1560  USGS QUAD   -  TOM THUMB (1986)
 DA1560
 DA1560                         *CURRENT SURVEY CONTROL
 DA1560  ___________________________________________________________________
 DA1560* NAD 83(1992)-  32 36 20.52915(N)    112 35 49.21731(W)     ADJUSTED  
 DA1560* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 DA1560  ___________________________________________________________________
 DA1560  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DA1560  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DA1560  HORZ ORDER  -  THIRD
 DA1560
 DA1560.The horizontal coordinates were established by classical geodetic methods
 DA1560.and adjusted by the National Geodetic Survey in August 1993.
 DA1560
 DA1560.The orthometric height was scaled from a topographic map.
 DA1560
 DA1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1560
 DA1560.The geoid height was determined by GEOID03.
 DA1560
 DA1560;                    North         East     Units Scale Factor Converg.
 DA1560;SPC AZ C     -   178,232.243   149,504.672   MT  0.99995026   -0 21 59.8
 DA1560;SPC AZ C     -   584,751.45    490,500.89   iFT  0.99995026   -0 21 59.8
 DA1560;UTM  12      - 3,608,702.011   350,146.229   MT  0.99987691   -0 51 38.6
 DA1560
 DA1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1560!SPC AZ C     -   0.99990051  x   0.99995026  =   0.99985078
 DA1560!UTM  12      -   0.99990051  x   0.99987691  =   0.99977744
 DA1560
 DA1560|---------------------------------------------------------------------|
 DA1560| PID    Reference Object                     Distance      Geod. Az  |
 DA1560|                                                           dddmmss.s |
 DA1560| CH5406 SAW RM 1                              6.936 METERS 08845     |
 DA1560| CH5405 SAW AZ MK                                          1053158.1 |
 DA1560| CH5407 SAW RM 2                              9.751 METERS 27554     |
 DA1560|---------------------------------------------------------------------|
 DA1560
 DA1560                          SUPERSEDED SURVEY CONTROL
 DA1560
 DA1560  NAD 83(1986)-  32 36 20.51789(N)    112 35 49.21951(W) AD(       ) 3
 DA1560  NAD 27      -  32 36 20.32500(N)    112 35 46.69000(W) AD(       ) 3
 DA1560
 DA1560.Superseded values are not recommended for survey control.
 DA1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1560.See file dsdata.txt to determine how the superseded data were derived.
 DA1560
 DA1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5014608702(NAD 83)
 DA1560_MARKER: DS = TRIANGULATION STATION DISK
 DA1560_SETTING: 66 = SET IN ROCK OUTCROP
 DA1560
 DA1560  HISTORY     - Date     Condition        Report By
 DA1560  HISTORY     - 1936     MONUMENTED       CGS
 DA1560  HISTORY     - 1972     GOOD             AZHD
 DA1560
 DA1560                          STATION DESCRIPTION
 DA1560
 DA1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1560'ABOUT 6 MILES NORTHWEST OF THE SAUCEDA WELLS, AND ABOUT 25 MILES
 DA1560'SOUTHEAST OF GILA BEND, ON A LOW SHARP BUTTE, THE SOUTH SIDE
 DA1560'BEING VERY STEEP, AND THE NORTH SIDE HAVING A MORE GENTLE
 DA1560'SLOPE.  THE STATION IS ABOUT 2 MILES WEST OF THE SAUCEDA-GILA
 DA1560'BEND ROAD, AND ABOUT 1 MILE SOUTH OF A PROMINENT BLACK LAVA
 DA1560'MOUNTAIN ON THE WEST SIDE OF THE ROAD, IN A FLAT TO THE SOUTH
 DA1560'OF THE MOUNTAIN.  MARKED BY A STANDARD BRONZE DISK.
 DA1560'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DA1560'DISK, IS 6.936 METERS (22.76 FEET) FROM STATION
 DA1560'N 88 DEG 45 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DA1560'BRONZE REFERENCE DISK, IS 9.751 METERS (31.99
 DA1560'FEET) FROM STATION N 84 DEG 06 MIN W.  THE AZIMUTH
 DA1560'MARK, A STANDARD BRONZE DISK, IS ABOUT 60 FEET
 DA1560'EAST OF A WASH (THE FIRST WASH REACHED IN COMING OFF THE
 DA1560'BUTTE) AND 0.25 MILE FROM STATION S 74 DEG 30 MIN E.
 DA1560
 DA1560                          STATION RECOVERY (1972)
 DA1560
 DA1560'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (REA)
 DA1560'GENERAL LOCATION 25 MILES S.E. GILA BEND, ARIZ.
 DA1560'
 DA1560'TO REACH VISITED BY HELICOPTER.
 DA1560'
 DA1560'STATION MARK STD. BM. DISK STAMPED SAW.
 DA1560'
 DA1560'REFERENCE MARKS DIDNT SEARCH.
 DA1560'
 DA1560'AZIMUTH MARK DIDNT SEARCH
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1008 ***********************************************************************
 ET1008  DESIGNATION -  SAW MILL
 ET1008  PID         -  ET1008
 ET1008  STATE/COUNTY-  AZ/YAVAPAI
 ET1008  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET1008
 ET1008                         *CURRENT SURVEY CONTROL
 ET1008  ___________________________________________________________________
 ET1008* NAD 83(1992)-  34 47 59.60069(N)    112 51 05.38866(W)     ADJUSTED  
 ET1008* NAVD 88     -      1879.6    (meters)    6167.     (feet)  VERTCON   
 ET1008  ___________________________________________________________________
 ET1008  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 ET1008  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 ET1008  HORZ ORDER  -  SECOND
 ET1008
 ET1008.The horizontal coordinates were established by classical geodetic methods
 ET1008.and adjusted by the National Geodetic Survey in August 1993.
 ET1008
 ET1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1008
 ET1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1008
 ET1008.The geoid height was determined by GEOID03.
 ET1008
 ET1008;                    North         East     Units Scale Factor Converg.
 ET1008;SPC AZ C     -   421,774.658   127,821.045   MT  0.99999015   -0 32 00.8
 ET1008;SPC AZ C     - 1,383,775.12    419,360.38   iFT  0.99999015   -0 32 00.8
 ET1008;UTM  12      - 3,852,414.033   330,627.201   MT  0.99995358   -1 03 24.9
 ET1008
 ET1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1008!SPC AZ C     -   0.99970922  x   0.99999015  =   0.99969937
 ET1008!UTM  12      -   0.99970922  x   0.99995358  =   0.99966281
 ET1008
 ET1008:                Primary Azimuth Mark                     Grid Az
 ET1008:SPC AZ C     -  PHOENIX WILLIAMS AWY BCN 38 A            053 23 27.5
 ET1008:UTM  12      -  PHOENIX WILLIAMS AWY BCN 38 A            053 54 51.6
 ET1008
 ET1008|---------------------------------------------------------------------|
 ET1008| PID    Reference Object                     Distance      Geod. Az  |
 ET1008|                                                           dddmmss.s |
 ET1008| FR0872 PHOENIX WILLIAMS AWY BCN 38 A       APPROX.73.9 KM 0525126.7 |
 ET1008| ET0888 PRESCOTT RAD FINDER CEN TWR         APPROX.36.1 KM 1033714.5 |
 ET1008| CH3299 SAW MILL RM 1                         9.464 METERS 11132     |
 ET1008| CH3298 SAW MILL AZ MK                                     1252506.8 |
 ET1008| CH3300 SAW MILL RM 2                        13.910 METERS 30658     |
 ET1008|---------------------------------------------------------------------|
 ET1008
 ET1008                          SUPERSEDED SURVEY CONTROL
 ET1008
 ET1008  NAD 83(1986)-  34 47 59.60064(N)    112 51 05.39116(W) AD(       ) 2
 ET1008  NAD 27      -  34 47 59.52900(N)    112 51 02.73000(W) AD(       ) 2
 ET1008  NGVD 29 (07/19/86) 1878.6    (m)         6163.     (f) VERT ANG    3  
 ET1008
 ET1008.Superseded values are not recommended for survey control.
 ET1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1008.See file dsdata.txt to determine how the superseded data were derived.
 ET1008
 ET1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3062752414(NAD 83)
 ET1008_MARKER: DS = TRIANGULATION STATION DISK
 ET1008_SETTING: 66 = SET IN ROCK OUTCROP
 ET1008_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1008
 ET1008  HISTORY     - Date     Condition        Report By
 ET1008  HISTORY     - 1944     MONUMENTED       CGS
 ET1008  HISTORY     - 1968     GOOD             AMS
 ET1008
 ET1008                          STATION DESCRIPTION
 ET1008
 ET1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1008'STATION IS ABOUT 28 MILES (AIR LINE) NW OF PRESCOTT AND ABOUT 1
 ET1008'MILE NE OF THE NEW CAMP WOOD-SIMMONS ROAD WHERE IT CROSSES A
 ET1008'LOW RANGE OF HILLS.  STATION IS ON THE W KNOLL OF TWO COMPRISING
 ET1008'THE SUMMIT OF A LOW BRUSH-COVERED HILL.
 ET1008'
 ET1008'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 ET1008'THE SURROUNDING SURFACE AND IS STAMPED SAW MILL 1944.  IT IS 11
 ET1008'FEET S OF THE HIGHEST POINT OF THE HILL.
 ET1008'
 ET1008'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1008'PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND IS STAMPED SAW MILL
 ET1008'NO 1 1944.  IT IS ABOUT 32 INCHES LOWER IN ELEVATION THAN STATION
 ET1008'MARK.
 ET1008'
 ET1008'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK WHICH
 ET1008'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND AND IS STAMPED SAW
 ET1008'MILL NO 2 1944.  IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN
 ET1008'STATION MARK.
 ET1008'
 ET1008'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK WHICH
 ET1008'PROJECTS 5 FEET ABOVE THE GROUND AND IS STAMPED SAW MILL 1944.
 ET1008'IT IS 6 FEET NNW OF A 3-FOOT CAIRN AND 36 PACES NNE OF
 ET1008'CENTER LINE OF THE OLD CAMP WOOD-SIMMONS ROAD.
 ET1008'
 ET1008'TO REACH STATION FROM THE INTERSECTION OF MONTEZUMA AND GURLEY
 ET1008'STREETS IN PRESCOTT, GO W ON GURLEY STREET FOR 0.3 MILE TO
 ET1008'CROSSROADS AND A TEXACO SERVICE STATION ON THE RIGHT.  HERE TAKE
 ET1008'A RIGHT TURN ONTO NORTH GROVE STREET AND GO 1.1 MILES TO A FORK
 ET1008'AND THE MILLER VALLEY SCHOOL ON THE LEFT.  HERE TAKE THE LEFT
 ET1008'FORK FOR 1.4 MILES TO A FORK AND SIGN ON THE RIGHT READING FAIR
 ET1008'OAKS WALNUT CREEK.  HERE TAKE THE RIGHT FORK AND GO 17-1/2
 ET1008'MILES TO A FORK AND SIGN ON THE LEFT READING RANCHO MOANO SEVEN
 ET1008'V RANCHES SPIDER RANCH.  HERE CONTINUE STRAIGHT AHEAD ON
 ET1008'THE MAIN-TRAVELED ROAD FOR 4.5 MILES TO A FORK AND SIGN
 ET1008'ON THE LEFT READING +U RANCH YOLO RANCH BAR 37 RANCH.  HERE
 ET1008'TAKE THE LEFT FORK W FOR 7.4 MILES TO A T-JUNCTION AND SIGN
 ET1008'READING + U RANCH.  CONTINUE STRAIGHT AHEAD ON RIGHT FORK FOR
 ET1008'4.7 MILES TO A POINT WHERE A TELEPHONE LINE CROSSES THE ROAD.
 ET1008'FROM HERE CONTINUE FOR 1 MILE AND TURN RIGHT ON A DIM
 ET1008'TRACK ROAD FOR ABOUT 100 FEET TO THE OLD GRADED ROAD.
 ET1008'FROM HERE GO LEFT (W) FOR 0.05 MILE TO A CAIRN NEAR THE AZIMUTH
 ET1008'MARK TO THE RIGHT.  FROM HERE CONTINUE UP INTO THE
 ET1008'SADDLE FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 ET1008'PACK NE UP THE RIDGE TO THE HIGHEST POINT AND THE STATION.
 ET1008'
 ET1008'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1008
 ET1008                          STATION RECOVERY (1968)
 ET1008
 ET1008'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ET1008'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2207 ***********************************************************************
 DU2207  DESIGNATION -  SAWIK
 DU2207  PID         -  DU2207
 DU2207  STATE/COUNTY-  AZ/MARICOPA
 DU2207  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU2207
 DU2207                         *CURRENT SURVEY CONTROL
 DU2207  ___________________________________________________________________
 DU2207* NAD 83(1992)-  33 32 12.07606(N)    111 45 42.58129(W)     ADJUSTED  
 DU2207* NAVD 88     -       651.     (meters)    2136.     (feet)  SCALED    
 DU2207  ___________________________________________________________________
 DU2207  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DU2207  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2207  HORZ ORDER  -  FIRST
 DU2207
 DU2207.The horizontal coordinates were established by classical geodetic methods
 DU2207.and adjusted by the National Geodetic Survey in August 1993.
 DU2207
 DU2207.The orthometric height was scaled from a topographic map.
 DU2207
 DU2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2207
 DU2207.The geoid height was determined by GEOID03.
 DU2207
 DU2207;                    North         East     Units Scale Factor Converg.
 DU2207;SPC AZ C     -   281,279.963   227,740.486   MT  0.99990255   +0 05 08.0
 DU2207;SPC AZ C     -   922,834.52    747,180.07   iFT  0.99990255   +0 05 08.0
 DU2207;UTM  12      - 3,711,046.582   429,266.355   MT  0.99966168   -0 25 15.3
 DU2207
 DU2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2207!SPC AZ C     -   0.99990251  x   0.99990255  =   0.99980506
 DU2207!UTM  12      -   0.99990251  x   0.99966168  =   0.99956422
 DU2207
 DU2207:                Primary Azimuth Mark                     Grid Az
 DU2207:SPC AZ C     -  VERDE RESET                              338 23 39.3
 DU2207:UTM  12      -  VERDE RESET                              338 54 02.6
 DU2207
 DU2207|---------------------------------------------------------------------|
 DU2207| PID    Reference Object                     Distance      Geod. Az  |
 DU2207|                                                           dddmmss.s |
 DU2207| DU2206 VERDE RESET                         APPROX. 4.5 KM 3382847.3 |
 DU2207|---------------------------------------------------------------------|
 DU2207
 DU2207                          SUPERSEDED SURVEY CONTROL
 DU2207
 DU2207  NAD 83(1986)-  33 32 12.07057(N)    111 45 42.58445(W) AD(       ) 1
 DU2207  NAD 27      -  33 32 11.91400(N)    111 45 40.08200(W) AD(       ) 1
 DU2207
 DU2207.Superseded values are not recommended for survey control.
 DU2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2207.See file dsdata.txt to determine how the superseded data were derived.
 DU2207
 DU2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2926611047(NAD 83)
 DU2207_MARKER: DS = TRIANGULATION STATION DISK
 DU2207_SETTING: 66 = SET IN ROCK OUTCROP
 DU2207_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2207+STABILITY: POSITION/ELEVATION WELL
 DU2207
 DU2207  HISTORY     - Date     Condition        Report By
 DU2207  HISTORY     - 1935     MONUMENTED       CGS
 DU2207  HISTORY     - 1953     GOOD             CGS
 DU2207
 DU2207                          STATION DESCRIPTION
 DU2207
 DU2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2207'ON THE HIGHEST POINT OF SAWIK MOUNTAIN, A LONE BUTTE WHICH LIES
 DU2207'ABOUT 3 MILES NORTH OF THE SALT RIVER, AND ABOUT 6 MILES WEST
 DU2207'OF THE CONFLUENCE OF THE SALT AND VERDE RIVERS.  STATION IS
 DU2207'ABOUT 15 FEET SOUTH OF A ROCK CAIRN.  MARKED BY A STANDARD
 DU2207'BRONZE DISK.  REFERENCE MARK NO. 1,
 DU2207'A STANDARD BRONZE REFERENCE DISK, IS 21.778 METERS
 DU2207'(71.45 FEET) FROM STATION S 54 DEG 43 MIN W.  REFERENCE
 DU2207'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DU2207'14.735 METERS (48.34 FEET) FROM STATION N 37 DEG 47 MIN W.
 DU2207'NO AZIMUTH MARK ESTABLISHED.  OTHER STATIONS
 DU2207'VISIBLE FROM THE GROUND.
 DU2207
 DU2207                          STATION RECOVERY (1953)
 DU2207
 DU2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DU2207'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DU2207'THE DESCRIPTION IS ADEQUATE.  DISTANCES TO THE REFERENCE MARKS
 DU2207'WERE NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0877 ***********************************************************************
 ES0877  DESIGNATION -  SAWMILL
 ES0877  PID         -  ES0877
 ES0877  STATE/COUNTY-  AZ/COCONINO
 ES0877  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0877
 ES0877                         *CURRENT SURVEY CONTROL
 ES0877  ___________________________________________________________________
 ES0877* NAD 83(1992)-  34 37 04.32988(N)    111 10 34.59803(W)     ADJUSTED  
 ES0877* NAVD 88     -      2106.6    (meters)    6911.     (feet)  VERTCON   
 ES0877  ___________________________________________________________________
 ES0877  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ES0877  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0877  HORZ ORDER  -  SECOND
 ES0877
 ES0877.The horizontal coordinates were established by classical geodetic methods
 ES0877.and adjusted by the National Geodetic Survey in August 1993.
 ES0877
 ES0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0877
 ES0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0877
 ES0877.The geoid height was determined by GEOID03.
 ES0877
 ES0877;                    North         East     Units Scale Factor Converg.
 ES0877;SPC AZ C     -   401,435.226   281,255.391   MT  0.99995680   +0 25 14.3
 ES0877;SPC AZ C     - 1,317,044.70    922,753.91   iFT  0.99995680   +0 25 14.3
 ES0877;UTM  12      - 3,830,681.692   483,839.980   MT  0.99960322   -0 06 00.5
 ES0877
 ES0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0877!SPC AZ C     -   0.99967313  x   0.99995680  =   0.99962994
 ES0877!UTM  12      -   0.99967313  x   0.99960322  =   0.99927648
 ES0877
 ES0877:                Primary Azimuth Mark                     Grid Az
 ES0877:SPC AZ C     -  HANCOCK                                  062 53 54.2
 ES0877:UTM  12      -  HANCOCK                                  063 25 09.0
 ES0877
 ES0877|---------------------------------------------------------------------|
 ES0877| PID    Reference Object                     Distance      Geod. Az  |
 ES0877|                                                           dddmmss.s |
 ES0877| ES0857 HANCOCK                             APPROX. 1.3 KM 0631908.5 |
 ES0877| ES0883 TIMBER                              APPROX. 1.0 KM 2435800.0 |
 ES0877|---------------------------------------------------------------------|
 ES0877
 ES0877                          SUPERSEDED SURVEY CONTROL
 ES0877
 ES0877  NAD 83(1986)-  34 37 04.32236(N)    111 10 34.60203(W) AD(       ) 2
 ES0877  NGVD 29 (07/10/87) 2105.6    (m)         6908.     (f) VERT ANG    3  
 ES0877
 ES0877.Superseded values are not recommended for survey control.
 ES0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0877.See file dsdata.txt to determine how the superseded data were derived.
 ES0877
 ES0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8384030682(NAD 83)
 ES0877_MARKER: DS = TRIANGULATION STATION DISK
 ES0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0877+STABILITY: SURFACE MOTION
 ES0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0877+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 ES0877
 ES0877  HISTORY     - Date     Condition        Report By
 ES0877  HISTORY     - 1981     MONUMENTED       AZDT
 ES0877  HISTORY     - 19980818 GOOD             USPSQD
 ES0877  HISTORY     - 20080723 GOOD             GEOCAC
 ES0877
 ES0877                          STATION DESCRIPTION
 ES0877
 ES0877'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0877'THE STATION IS LOCATED 0.75 MILE NORTHEAST OF THE BLUE RIDGE RANGER
 ES0877'STATION ALONG ARIZONA HIGHWAY 87.
 ES0877'
 ES0877'THE STATION MARK IS AN AZDT DISK STAMPED---SAWMILL 1981---SET IN
 ES0877'TOP OF A 10 INCH CONCRETE MONUMENT 34 FEET SOUTH OF THE CENTERLINE OF
 ES0877'THE HIGHWAY, 25 FEET SOUTHWEST OF A PULLOUT AREA AND 5 FEET NORTH OF A
 ES0877'CAIRN.
 ES0877'
 ES0877'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0877'
 ES0877'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0877'ARIZONA HIGHWAY 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0877'CONTINUE NORTH ALONG THE HIGHWAY FOR 0.85 MILE TO A PULLOUT AREA ON
 ES0877'THE RIGHT AND THE STATION.
 ES0877
 ES0877                          STATION RECOVERY (1998)
 ES0877
 ES0877'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0877'RECOVERED IN GOOD CONDITION.
 ES0877
 ES0877                          STATION RECOVERY (2008)
 ES0877
 ES0877'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1936 ***********************************************************************
 DU1936  DESIGNATION -  SAWTOOTH
 DU1936  PID         -  DU1936
 DU1936  STATE/COUNTY-  AZ/GILA
 DU1936  USGS QUAD   -  CANYON DAY (1978)
 DU1936
 DU1936                         *CURRENT SURVEY CONTROL
 DU1936  ___________________________________________________________________
 DU1936* NAD 83(1992)-  33 49 03.17283(N)    110 05 27.56869(W)     ADJUSTED  
 DU1936* NAVD 88     -      2005.5    (meters)    6580.     (feet)  VERTCON   
 DU1936  ___________________________________________________________________
 DU1936  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 DU1936  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DU1936  HORZ ORDER  -  SECOND
 DU1936
 DU1936.The horizontal coordinates were established by classical geodetic methods
 DU1936.and adjusted by the National Geodetic Survey in August 1993.
 DU1936
 DU1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1936
 DU1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1936
 DU1936.The geoid height was determined by GEOID03.
 DU1936
 DU1936;                    North         East     Units Scale Factor Converg.
 DU1936;SPC AZ E     -   312,420.739   220,365.464   MT  0.99990060   +0 02 31.6
 DU1936;SPC AZ E     - 1,025,002.42    722,983.81   iFT  0.99990060   +0 02 31.6
 DU1936;UTM  12      - 3,742,297.786   584,125.384   MT  0.99968724   +0 30 21.4
 DU1936
 DU1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1936!SPC AZ E     -   0.99968912  x   0.99990060  =   0.99958975
 DU1936!UTM  12      -   0.99968912  x   0.99968724  =   0.99937646
 DU1936
 DU1936|---------------------------------------------------------------------|
 DU1936| PID    Reference Object                     Distance      Geod. Az  |
 DU1936|                                                           dddmmss.s |
 DU1936| CD2694 SAWTOOTH RM 1                         7.090 METERS 09300     |
 DU1936| CD2693 SAWTOOTH AZ MK                                     1265240.3 |
 DU1936| CD2695 SAWTOOTH RM 2                        11.613 METERS 31731     |
 DU1936|---------------------------------------------------------------------|
 DU1936
 DU1936                          SUPERSEDED SURVEY CONTROL
 DU1936
 DU1936  NAD 83(1986)-  33 49 03.16887(N)    110 05 27.57251(W) AD(       ) 2
 DU1936  NAD 27      -  33 49 02.97870(N)    110 05 25.21020(W) AD(       ) 2
 DU1936  NGVD 29 (07/19/86) 2004.8    (m)         6577.     (f) VERT ANG    3  
 DU1936
 DU1936.Superseded values are not recommended for survey control.
 DU1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1936.See file dsdata.txt to determine how the superseded data were derived.
 DU1936
 DU1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8412542298(NAD 83)
 DU1936_MARKER: DS = TRIANGULATION STATION DISK
 DU1936_SETTING: 80 = SET IN A BOULDER
 DU1936_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1936
 DU1936  HISTORY     - Date     Condition        Report By
 DU1936  HISTORY     - 1958     MONUMENTED       CGS
 DU1936  HISTORY     - 1967     GOOD             AMS
 DU1936
 DU1936                          STATION DESCRIPTION
 DU1936
 DU1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1936'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF WHITERIVER
 DU1936'AND 2.0 MILES NORTH OF STATE HIGHWAY 73, ON A ROCKY PEAK WITH A
 DU1936'SHEER CLIFF ON THE SOUTH FACE, WHICH IS KNOWN LOCALLY AS, SAWTOOTH
 DU1936'MOUNTAIN.  IT IS ON THE HIGHEST POINT OF THE MOUNTAIN, 5 FEET
 DU1936'NORTH OF ITS SOUTH EDGE.  THE MARK IS STAMPED SAWTOOTH 1958.
 DU1936'
 DU1936'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION AND IS
 DU1936'SET IN A BOULDER NEAR THE EAST RIM OF THE MOUNTAIN.  THE MARK IS
 DU1936'STAMPED SAWTOOTH NO 2 1958.
 DU1936'
 DU1936'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION, 14 FEET
 DU1936'NORTHEAST OF THE SOUTHWEST RIM OF THE MOUNTAIN.  THE MARK IS STAMPED
 DU1936'SAWTOOTH NO 2 1958.
 DU1936'
 DU1936'THE AZIMUTH MARK IS 112 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 DU1936'73, 94 FEET SOUTHWEST OF A LONE CEDAR TREE AND 12 FEET SOUTH OF
 DU1936'A FENCE AND THE WITNESS POST.  IT IS A U.S. GENERAL LAND OFFICE
 DU1936'SURVEY MARK, WHICH IS FASTENED TO THE TOP OF A 1-1/2 INCH
 DU1936'GALVANIZED PIPE AND PROJECTS 1 FOOT.  THE MARK IS STAMPED T 5 N R
 DU1936'22 E.  IT ALSO HAS THE SECTION CORNER STAMPINGS ON IT AS
 DU1936'FOLLOWS, S 30 S 29.  S 31 S 32.
 DU1936'
 DU1936'TO REACH THE STATION FROM THE POST OFFICE IN WHITERIVER, GO SOUTH
 DU1936'ON STATE HIGHWAY 73 FOR 3.6 MILES TO A FORKS, TAKE THE RIGHT FORK
 DU1936'AND GO WESTERLY ON HIGHWAY 73 FOR 2.9 MILES TO THE AZIMUTH MARK
 DU1936'ON THE LEFT AS DESCRIBED, CONTINUE WESTERLY ON HIGHWAY 73 FOR 2.5
 DU1936'MILES TO AN OLD TRACK ROAD LEADING HARD TO THE RIGHT AND A WIRE
 DU1936'GATE.  TURN HARD RIGHT ON THE TRACK ROAD, GO THROUGH THE GATE
 DU1936'AND THIS IS THE END OF TRUCK TRAVEL FOR A 2-WHEEL DRIVE VEHICLE.
 DU1936'FROM THIS POINT A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN TOWARD THE
 DU1936'STATION BY CROSSING THE DITCH ON LEFT OR NORTH SIDE OF THE ROAD
 DU1936'AND THEN GO WESTERLY ALONG THE RIGHT-OF-WAY FENCE LINE FOR 0.3
 DU1936'MILES TO A POINT OPPOSITE A SIGN, APACHE CAFE COLD DRINKS HOME
 DU1936'MADE PIES, TURN TO THE RIGHT AND PICK YOUR WAY NORTHERLY
 DU1936'TOWARD THE STATION PEAK ON OLD ABANDONED TRAILS FOR 2.2 MILES
 DU1936'OR ABOUT 1-1/2 MILES AIRLINE TO THE END OF TRUCK TRAVEL, AT A
 DU1936'POINT ABOUT SOUTH OF THE STATION.  PACK NORTH, AND BEAR JUST TO
 DU1936'THE RIGHT OF THE STATION PEAK, PACKING AROUND THE RIGHT OR
 DU1936'EAST SIDE OF A SMALL BUT PROMINENT ROCKY POINT, CONTINUE
 DU1936'NORTHERLY DOWN INTO THE BOTTOM OF A DRAW OR WASH AND FOLLOW
 DU1936'IT TO A SADDLE NEAR THE NORTH END OF THE MOUNTAIN.  GO UP
 DU1936'ONTO THE SADDLE THEN PACK SOUTHERLY ALONG AND NEAR THE TOP OF
 DU1936'THE RIDGE TO THE SOUTH END OF THE MOUNTAIN AND THE STATION AS
 DU1936'DESCRIBED.  PACKING TIME IS 1-1/2 HOURS.
 DU1936
 DU1936                          STATION RECOVERY (1967)
 DU1936
 DU1936'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1936'STATION SAWTOOTH IS LOCATED APPROXIMATELY 17.0 AIRMILES (SW) OF
 DU1936'CARRIZO, ARIZONA AND 8.0 AIRMILES (WSW) OF WHITERIVER, ARIZONA.
 DU1936'
 DU1936'TO REACH FROM WHITERIVER P.O. LOCATED IN WHITERIVER, ARIZONA GO
 DU1936'(S) ON STATE HWY 73 FOR 9.3 MI TO A DIM TRACK ROAD ON RIGHT AND A
 DU1936'SIGN ON LEFT READING APACHE CAFE, COLD DRINKS, HOME MADE PIES.
 DU1936'AT THIS POINT TURN RIGHT (N) PASS THROUGH WIRE GATE AND CONTINUE
 DU1936'FOR 1.8 MI TO A FORK, TAKE LEFT FORK (NW) AND TRAVEL FOR AN
 DU1936'ADDITIONAL 0.3 MI CROSS COUNTRY TO FOOT OF MOUNTAIN AND END OF
 DU1936'JEEP TRAVEL.  PACK NORTHWESTERLY TO SUMMIT OF HILL AND STATION
 DU1936'SITE.  PACK TIME WITH HEAVY LOAD IS 45 MINUTES.
 DU1936'
 DU1936'THE STATION IS LOCATED ON THE HIGHEST POINT OF LOCALLY KNOWN
 DU1936'SAWTOOTH MOUNTAIN.  IT IS LOCATED ON THE SOUTHERN MOST OF 2
 DU1936'PROMINENT PEAKS OVERLOOKING HWY 73 AND A SHEAR CLIFF TO THE (S).
 DU1936'
 DU1936'THE STATION IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU1936'WHICH PROTRUDES 1.0 M ABOVE SURROUNDING ELEVATION AND IS STAMPED
 DU1936'SAWTOOTH 1958.
 DU1936'
 DU1936'AZIMUTH MARK IS LOCATED ON STATE HWY 73 AT A POINT 2.5 MI (E) OF
 DU1936'INTERSECTION OF HWY 73 AND SAID DIM TRACK ROAD.  THE AZ MK IS 114
 DU1936'FT (S) OF CENTERLINE OF STATE HWY 73, 94 FT (SW) OF A LONE CEDAR
 DU1936'TREE AND 12 FT (S) OF A FENCE AND WITNESS POST.  THE MARK IS A
 DU1936'STANDARD U.S. GENERAL LAND SURVEY MARK FASTENED TO THE TOP OF A 1
 DU1936'1/2 IN GALVANIZED PIPE PROJECTING 1 FT AND IS STAMPED T5N,
 DU1936'R22E.  IT ALSO HAS A SECTION CORNER STAMPING AS FOLLOWS S30 S29
 DU1936'S31 S32 AND HAS YEAR 1931 CAST IN MARK.
 DU1936'
 DU1936'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK
 DU1936'FLUSH WITH GROUND STAMPED SAWTOOTH NO 1 1958.  FROM THE STATION
 DU1936'IT IS (E) ON A MAG AZ OF 87 DEG AND A DISTANCE OF 6.89 M AND A DE
 DU1936'OF -0.61M.
 DU1936'
 DU1936'REFERENCE MARK 2 IS A STANDARD USC AND GS BRONZE DISK STAMPED
 DU1936'SAWTOOTH 2 1958, AND IS (NW) ON A MAG AZ OF 313 DEG AT A DISTANCE
 DU1936'OF 11.89M AND A DE OF -1.47M
 DU1936'
 DU1936'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1048 ***********************************************************************
 ET1048  DESIGNATION -  SAWYER
 ET1048  PID         -  ET1048
 ET1048  STATE/COUNTY-  AZ/YAVAPAI
 ET1048  USGS QUAD   -  DATE CREEK RANCH NW (1967)
 ET1048
 ET1048                         *CURRENT SURVEY CONTROL
 ET1048  ___________________________________________________________________
 ET1048* NAD 83(1992)-  34 14 47.67408(N)    113 10 44.14496(W)     ADJUSTED  
 ET1048* NAVD 88     -      1309.3    (meters)    4296.     (feet)  VERTCON   
 ET1048  ___________________________________________________________________
 ET1048  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 ET1048  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ET1048  HORZ ORDER  -  SECOND
 ET1048
 ET1048.The horizontal coordinates were established by classical geodetic methods
 ET1048.and adjusted by the National Geodetic Survey in August 1993.
 ET1048
 ET1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1048
 ET1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1048
 ET1048.The geoid height was determined by GEOID03.
 ET1048
 ET1048;                    North         East     Units Scale Factor Converg.
 ET1048;SPC AZ C     -   360,723.283    97,092.326   MT  1.00006658   -0 42 37.5
 ET1048;SPC AZ C     - 1,183,475.34    318,544.38   iFT  1.00006658   -0 42 37.5
 ET1048;UTM  12      - 3,791,644.147   299,346.009   MT  1.00009632   -1 13 35.8
 ET1048
 ET1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1048!SPC AZ C     -   0.99979913  x   1.00006658  =   0.99986569
 ET1048!UTM  12      -   0.99979913  x   1.00009632  =   0.99989543
 ET1048
 ET1048:                Primary Azimuth Mark                     Grid Az
 ET1048:SPC AZ C     -  CROSBY                                   010 46 46.2
 ET1048:UTM  12      -  CROSBY                                   011 17 44.5
 ET1048
 ET1048|---------------------------------------------------------------------|
 ET1048| PID    Reference Object                     Distance      Geod. Az  |
 ET1048|                                                           dddmmss.s |
 ET1048| ET1032 CROSBY                              APPROX.27.1 KM 0100408.7 |
 ET1048| CH3302 SAWYER RM 1                           7.040 METERS 15429     |
 ET1048| CH3301 SAWYER AZ MK                                       2584053.8 |
 ET1048| CH3303 SAWYER RM 2                          10.581 METERS 33816     |
 ET1048|---------------------------------------------------------------------|
 ET1048
 ET1048                          SUPERSEDED SURVEY CONTROL
 ET1048
 ET1048  NAD 83(1986)-  34 14 47.67322(N)    113 10 44.14944(W) AD(       ) 2
 ET1048  NAD 27      -  34 14 47.59600(N)    113 10 41.45400(W) AD(       ) 2
 ET1048  NGVD 29 (07/19/86) 1308.6    (m)         4293.     (f) VERT ANG    3  
 ET1048
 ET1048.Superseded values are not recommended for survey control.
 ET1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1048.See file dsdata.txt to determine how the superseded data were derived.
 ET1048
 ET1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9934691644(NAD 83)
 ET1048_MARKER: DS = TRIANGULATION STATION DISK
 ET1048_SETTING: 66 = SET IN ROCK OUTCROP
 ET1048
 ET1048  HISTORY     - Date     Condition        Report By
 ET1048  HISTORY     - 1944     MONUMENTED       CGS
 ET1048  HISTORY     - 1967     GOOD             USGS
 ET1048  HISTORY     - 1969     GOOD             USGS
 ET1048  HISTORY     - 1980     GOOD             AZDT
 ET1048
 ET1048                          STATION DESCRIPTION
 ET1048
 ET1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1048'STATION IS ABOUT 21 MILES N OF AGUILA, ON A SHARP-TOPPED
 ET1048'MOUNTAIN WHICH IS THE MOST S OF A GROUP LYING JUST W OF DATE
 ET1048'CREEK.  IT STANDS OUT AS A LONE MOUNTAIN, DARK RED IN COLOR,
 ET1048'WITH A LONG RIDGE LEADING UP TO IT FROM THE W.
 ET1048'
 ET1048'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 ET1048'BEDROCK AND IS STAMPED SAWYER 1944.  IT IS NOT ON THE HIGHEST
 ET1048'POINT BUT ABOUT 24 FEET NNW OF A BOULDER THAT FORMS THE HIGHEST
 ET1048'POINT.
 ET1048'
 ET1048'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1048'THAT PROJECTS ABOUT 4 FEET ABOVE THE SURROUNDING SURFACE
 ET1048'AND IS STAMPED SAWYER NO 1 1944.  IT IS ABOUT 4 FEET HIGHER
 ET1048'IN ELEVATION THAN THE STATION MARK AND ABOUT 1 FOOT N OF
 ET1048'THE HIGHEST POINT.
 ET1048'
 ET1048'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1048'ABOUT 2 FEET IN DIAMETER AND IS STAMPED SAWYER NO 2 1944.
 ET1048'IT IS ABOUT 3 FEET HIGHER IN ELEVATION THAN STATION MARK.
 ET1048'
 ET1048'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 ET1048'AND IS STAMPED SAWYER 1944.  IT IS ON THE E SIDE OF THE ONLY
 ET1048'SANDY-COLORED, SMOOTH ROCK POINT ON THE RIDGE LEADING UP TO THE
 ET1048'PEAK FROM THE W.  A DEEP SADDLE IS JUST E OF THE POINT AND
 ET1048'A SHORT FENCE HAS BEEN BUILT ACROSS IT.  THE MARK IS SET 42 FEET
 ET1048'S OF THE FENCE.  A SMALL CAIRN HAS BEEN PLACED 2 FEET S
 ET1048'OF THE MARK.
 ET1048'
 ET1048'TO REACH STATION FROM CONGRESS JUNCTION RAILROAD CROSSING,
 ET1048'FOLLOW STATE HIGHWAY 71 TOWARD AGUILA FOR 1.6 MILES TO A BLADED
 ET1048'ROAD LEADING RIGHT (THIS ROAD TENDS TO RUN PARALLEL WITH
 ET1048'THE MAIN ROAD FOR A SHORT DISTANCE), TURN RIGHT AND CONTINUE
 ET1048'ON WELL BLADED ROAD FOR 6.9 MILES TO A CATTLE GUARD, CONTINUE
 ET1048'STRAIGHT AHEAD FOR 1.4 MILES TO A ROAD LEADING RIGHT, KEEP LEFT
 ET1048'AND CONTINUE ON MAIN BLADED ROAD FOR 4.8 MILES TO A FORK, TAKE
 ET1048'RIGHT FORK AND CONTINUE FOR 3.3 MILES TO A ROAD LEADING TO THE
 ET1048'LEFT, KEEP RIGHT OR STRAIGHT AHEAD AND CONTINUE FOR 3.1
 ET1048'MILES TO A TRACK ROAD LEADING TO THE RIGHT TOWARD THE
 ET1048'MOUNTAIN.  TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.3 MILE, THEN
 ET1048'BEAR LEFT CROSS COUNTRY TO THE LEFT OF THE LIGHT-COLORED
 ET1048'ROUND HILLS TOWARD THE MOUNTAIN FOR 1.5 MILES TO THE WASH
 ET1048'COMING DOWN FROM THE PEAK AND THE END OF TRUCK TRAVEL.  FROM
 ET1048'HERE PACK UP THE WASH, THEN TO THE LEFT TO THE RIDGE
 ET1048'LEADING TO THE PEAK, AND THEN UP THE RIDGE TO THE STATION.
 ET1048
 ET1048                          STATION RECOVERY (1967)
 ET1048
 ET1048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LPS)
 ET1048'RECOVERED AS DESCRIBED.
 ET1048
 ET1048                          STATION RECOVERY (1969)
 ET1048
 ET1048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WAO)
 ET1048'NEW TO REACH AS FOLLOWS--TO REACH FROM THE JUNCTION OF U.S.
 ET1048'60-70 AND U.S. 89 IN THE CENTER OF WICKENBURG GO NW. ON U.S.
 ET1048'93 FOR 21.1 MI. TO JUNCTION OF ALAMO DAM RD.  TURN LEFT (W.)
 ET1048'AND GO 12.6 MI. ON ALAMO DAM RD. TO TRACK RD. TO RIGHT.  TAKE
 ET1048'TRACK RD. FOR 2.4 MI. TO POINT WHERE RD. CROSSES HIGH RIDGE,
 ET1048'(THERE ARE TWO 6 FT. HIGH CAIRNS ON THE RIDGE TOP JUST N. OF
 ET1048'RD.) AND END OF TRUCK TRAVEL.  PACK ALONG RIDGE LINES NORTHWARD
 ET1048'TO HIGHEST POINT AND STATION.  A TOUGH 3 HOUR PACK.
 ET1048'
 ET1048'STATION REACHED BY HELICOPTER IN 1969.  SUFFICIENT LANDING
 ET1048'ROOM ON TOP OF RIDGE ABOUT 50 YDS. N. OF STATION MARK.
 ET1048
 ET1048                          STATION RECOVERY (1980)
 ET1048
 ET1048'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1048'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1944.  A NEW ROUTE TO THE
 ET1048'STATION FOLLOWS.
 ET1048'
 ET1048'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 93 AND 60 IN
 ET1048'WICKENBURG, TRAVEL NORTHWEST ALONG US 93 FOR 20.7 MILES TO ALAMO ROAD.
 ET1048'TURN LEFT ALONG ALAMO ROAD FOR 6.0 MILES TO A FORK.  TAKE THE RIGHT
 ET1048'FORK FOR 6.8 MILES TO A SIDE ROAD RIGHT AT POINT WHERE THE MAIN ROAD
 ET1048'MAKES A LONG CURVE TO THE LEFT.  TURN RIGHT AND FOLLOW TRAIL ROAD 1.2
 ET1048'MILES TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW TRACKS
 ET1048'FOR 0.35 MILE TO END OF TRUCK TRAVEL AT A WASH.  PACK UP THE WASH AND
 ET1048'BEAR TO THE LEFT NORTHWEST TO THE RIDGE WHICH LEADS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0558 ***********************************************************************
 ER0558  DESIGNATION -  SBM
 ER0558  PID         -  ER0558
 ER0558  STATE/COUNTY-  AZ/APACHE
 ER0558  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0558
 ER0558                         *CURRENT SURVEY CONTROL
 ER0558  ___________________________________________________________________
 ER0558* NAD 83(1986)-  34 54 15.     (N)    109 30 32.     (W)     SCALED    
 ER0558* NAVD 88     -      1834.462  (meters)    6018.56   (feet)  ADJUSTED  
 ER0558  ___________________________________________________________________
 ER0558  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ER0558  DYNAMIC HT  -        1831.827 (meters)    6009.92  (feet)  COMP
 ER0558  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 ER0558
 ER0558  VERT ORDER  -  SECOND    CLASS II
 ER0558
 ER0558.The horizontal coordinates were scaled from a topographic map and have
 ER0558.an estimated accuracy of +/- 6 seconds.
 ER0558
 ER0558.The orthometric height was determined by differential leveling
 ER0558.and adjusted in June 1991.
 ER0558
 ER0558.The geoid height was determined by GEOID03.
 ER0558
 ER0558.The dynamic height is computed by dividing the NAVD 88
 ER0558.geopotential number by the normal gravity value computed on the
 ER0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0558.degrees latitude (g = 980.6199 gals.).
 ER0558
 ER0558.The modeled gravity was interpolated from observed gravity values.
 ER0558
 ER0558;                    North         East    Units  Estimated Accuracy
 ER0558;SPC AZ E     -   433,140.      273,470.      MT  (+/- 180 meters Scaled)
 ER0558
 ER0558                          SUPERSEDED SURVEY CONTROL
 ER0558
 ER0558.No superseded survey control is available for this station.
 ER0558
 ER0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD362634(NAD 83)
 ER0558_MARKER: Q = CHISELED SQUARE
 ER0558_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0558_SP_SET: CONCRETE BASE OF A WINDMILL
 ER0558_MARK LOGO: NONE  
 ER0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0558+STABILITY: SURFACE MOTION
 ER0558
 ER0558  HISTORY     - Date     Condition        Report By
 ER0558  HISTORY     - 1972     MONUMENTED       USGS
 ER0558
 ER0558                          STATION DESCRIPTION
 ER0558
 ER0558'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0558'27.2 KM (16.90 MI) SOUTH FROM NAVAJO.
 ER0558'0.7 MILES SOUTHWEST OF BM 95 DOR 1972 IN THE SOUTHWEST CORNER OF A
 ER0558'CONCRETE SLAB OF A WINDMILL, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0470 ***********************************************************************
 GQ0470  DESIGNATION -  SBM
 GQ0470  PID         -  GQ0470
 GQ0470  STATE/COUNTY-  AZ/MOHAVE
 GQ0470  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0470
 GQ0470                         *CURRENT SURVEY CONTROL
 GQ0470  ___________________________________________________________________
 GQ0470* NAD 83(1986)-  36 32 42.     (N)    113 23 17.     (W)     SCALED    
 GQ0470* NAVD 88     -      1543.602  (meters)    5064.30   (feet)  POSTED    
 GQ0470  ___________________________________________________________________
 GQ0470  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 GQ0470  DYNAMIC HT  -        1541.790 (meters)    5058.36  (feet)  COMP
 GQ0470  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 GQ0470
 GQ0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0470
 GQ0470.The horizontal coordinates were scaled from a topographic map and have
 GQ0470.an estimated accuracy of +/- 6 seconds.
 GQ0470
 GQ0470.The orthometric height was determined by differential leveling
 GQ0470.and adjusted by the  in 1992.
 GQ0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0470.rate of 0.0 thru 1.0 mm/km.
 GQ0470
 GQ0470.The geoid height was determined by GEOID03.
 GQ0470
 GQ0470.The dynamic height is computed by dividing the NAVD 88
 GQ0470.geopotential number by the normal gravity value computed on the
 GQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0470.degrees latitude (g = 980.6199 gals.).
 GQ0470
 GQ0470.The modeled gravity was interpolated from observed gravity values.
 GQ0470
 GQ0470;                    North         East    Units  Estimated Accuracy
 GQ0470;SPC AZ W     -   615,060.      245,770.      MT  (+/- 180 meters Scaled)
 GQ0470
 GQ0470                          SUPERSEDED SURVEY CONTROL
 GQ0470
 GQ0470.No superseded survey control is available for this station.
 GQ0470
 GQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF862470(NAD 83)
 GQ0470_MARKER: I = METAL ROD
 GQ0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GQ0470_SP_SET: COPPER-CLAD STEEL ROD
 GQ0470_MARK LOGO: USGS  
 GQ0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GQ0470
 GQ0470  HISTORY     - Date     Condition        Report By
 GQ0470  HISTORY     - 1970     MONUMENTED       USGS
 GQ0470
 GQ0470                          STATION DESCRIPTION
 GQ0470
 GQ0470'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0470'73.9 KM (45.90 MI) SSE FROM ST GEORGE UT.
 GQ0470'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0470'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0470'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0470'TRUMBULL ROAD TO PARASHANT ROAD LEADING SOUTHWEST, 26 FEET SOUTH OF
 GQ0470'MT.  TRUMBULL ROAD, 5 FEET WEST OF THE WEST ONE OF THREE SIGNS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0769 ***********************************************************************
 FQ0769  DESIGNATION -  SBM
 FQ0769  PID         -  FQ0769
 FQ0769  STATE/COUNTY-  AZ/NAVAJO
 FQ0769  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0769
 FQ0769                         *CURRENT SURVEY CONTROL
 FQ0769  ___________________________________________________________________
 FQ0769* NAD 83(1986)-  35 05 46.     (N)    110 21 14.     (W)     SCALED    
 FQ0769* NAVD 88     -      1550.579  (meters)    5087.19   (feet)  ADJUSTED  
 FQ0769  ___________________________________________________________________
 FQ0769  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 FQ0769  DYNAMIC HT  -        1548.501 (meters)    5080.37  (feet)  COMP
 FQ0769  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 FQ0769
 FQ0769  VERT ORDER  -  THIRD
 FQ0769
 FQ0769.The horizontal coordinates were scaled from a topographic map and have
 FQ0769.an estimated accuracy of +/- 6 seconds.
 FQ0769
 FQ0769.The orthometric height was determined by differential leveling
 FQ0769.and adjusted in June 1991.
 FQ0769
 FQ0769.The geoid height was determined by GEOID03.
 FQ0769
 FQ0769.The dynamic height is computed by dividing the NAVD 88
 FQ0769.geopotential number by the normal gravity value computed on the
 FQ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0769.degrees latitude (g = 980.6199 gals.).
 FQ0769
 FQ0769.The modeled gravity was interpolated from observed gravity values.
 FQ0769
 FQ0769;                    North         East    Units  Estimated Accuracy
 FQ0769;SPC AZ E     -   454,250.      196,290.      MT  (+/- 180 meters Scaled)
 FQ0769
 FQ0769                          SUPERSEDED SURVEY CONTROL
 FQ0769
 FQ0769.No superseded survey control is available for this station.
 FQ0769
 FQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD588838(NAD 83)
 FQ0769_MARKER: Q = CHISELED SQUARE
 FQ0769_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FQ0769_SP_SET: FOUNDATION
 FQ0769_MARK LOGO: NONE  
 FQ0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0769+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0769
 FQ0769  HISTORY     - Date     Condition        Report By
 FQ0769  HISTORY     - 1970     MONUMENTED       USGS
 FQ0769
 FQ0769                          STATION DESCRIPTION
 FQ0769
 FQ0769'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0769'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0769'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0769'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 4.5 MILES
 FQ0769'NORTHEAST ALONG THE ROAD, 0.6 MILES NORTH OF BM 9 HLS 1970, AT A
 FQ0769'WINDMILL, IN THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION OF A 6 BY
 FQ0769'12 FOOT FLOAT TANK, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0777 ***********************************************************************
 FQ0777  DESIGNATION -  SBM
 FQ0777  PID         -  FQ0777
 FQ0777  STATE/COUNTY-  AZ/NAVAJO
 FQ0777  USGS QUAD   -  ROTTEN BANANAS BUTTE (1972)
 FQ0777
 FQ0777                         *CURRENT SURVEY CONTROL
 FQ0777  ___________________________________________________________________
 FQ0777* NAD 83(1986)-  35 08 46.     (N)    110 16 43.     (W)     SCALED    
 FQ0777* NAVD 88     -      1581.555  (meters)    5188.82   (feet)  ADJUSTED  
 FQ0777  ___________________________________________________________________
 FQ0777  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0777  DYNAMIC HT  -        1579.444 (meters)    5181.89  (feet)  COMP
 FQ0777  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 FQ0777
 FQ0777  VERT ORDER  -  THIRD
 FQ0777
 FQ0777.The horizontal coordinates were scaled from a topographic map and have
 FQ0777.an estimated accuracy of +/- 6 seconds.
 FQ0777
 FQ0777.The orthometric height was determined by differential leveling
 FQ0777.and adjusted in June 1991.
 FQ0777
 FQ0777.The geoid height was determined by GEOID03.
 FQ0777
 FQ0777.The dynamic height is computed by dividing the NAVD 88
 FQ0777.geopotential number by the normal gravity value computed on the
 FQ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0777.degrees latitude (g = 980.6199 gals.).
 FQ0777
 FQ0777.The modeled gravity was interpolated from observed gravity values.
 FQ0777
 FQ0777;                    North         East    Units  Estimated Accuracy
 FQ0777;SPC AZ E     -   459,790.      203,160.      MT  (+/- 180 meters Scaled)
 FQ0777
 FQ0777                          SUPERSEDED SURVEY CONTROL
 FQ0777
 FQ0777.No superseded survey control is available for this station.
 FQ0777
 FQ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD657894(NAD 83)
 FQ0777_MARKER: Q = CHISELED SQUARE
 FQ0777_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FQ0777_SP_SET: STEP
 FQ0777_MARK LOGO: NONE  
 FQ0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0777+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0777
 FQ0777  HISTORY     - Date     Condition        Report By
 FQ0777  HISTORY     - 1970     MONUMENTED       USGS
 FQ0777
 FQ0777                          STATION DESCRIPTION
 FQ0777
 FQ0777'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0777'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0777'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0777'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 10.4 MILES
 FQ0777'NORTHEAST TO A ROAD FORK, THENCE 0.5 MILES EAST ALONG THE ROAD TO AN
 FQ0777'ABANDONED RANCH HOUSE, IN THE CONCRETE STEPS TO THE MAIN ENTRANCE, A
 FQ0777'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0781 ***********************************************************************
 FQ0781  DESIGNATION -  SBM
 FQ0781  PID         -  FQ0781
 FQ0781  STATE/COUNTY-  AZ/NAVAJO
 FQ0781  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0781
 FQ0781                         *CURRENT SURVEY CONTROL
 FQ0781  ___________________________________________________________________
 FQ0781* NAD 83(1986)-  35 09 15.     (N)    110 13 42.     (W)     SCALED    
 FQ0781* NAVD 88     -      1587.493  (meters)    5208.30   (feet)  ADJUSTED  
 FQ0781  ___________________________________________________________________
 FQ0781  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 FQ0781  DYNAMIC HT  -        1585.370 (meters)    5201.33  (feet)  COMP
 FQ0781  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 FQ0781
 FQ0781  VERT ORDER  -  THIRD
 FQ0781
 FQ0781.The horizontal coordinates were scaled from a topographic map and have
 FQ0781.an estimated accuracy of +/- 6 seconds.
 FQ0781
 FQ0781.The orthometric height was determined by differential leveling
 FQ0781.and adjusted in June 1991.
 FQ0781
 FQ0781.The geoid height was determined by GEOID03.
 FQ0781
 FQ0781.The dynamic height is computed by dividing the NAVD 88
 FQ0781.geopotential number by the normal gravity value computed on the
 FQ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0781.degrees latitude (g = 980.6199 gals.).
 FQ0781
 FQ0781.The modeled gravity was interpolated from observed gravity values.
 FQ0781
 FQ0781;                    North         East    Units  Estimated Accuracy
 FQ0781;SPC AZ E     -   460,680.      207,740.      MT  (+/- 180 meters Scaled)
 FQ0781
 FQ0781                          SUPERSEDED SURVEY CONTROL
 FQ0781
 FQ0781.No superseded survey control is available for this station.
 FQ0781
 FQ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD702904(NAD 83)
 FQ0781_MARKER: Z = SEE DESCRIPTION
 FQ0781_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FQ0781_SP_SET: PIPE
 FQ0781_MARK LOGO: NONE  
 FQ0781_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0781+SATELLITE: SATELLITE OBSERVATIONS - 1970
 FQ0781
 FQ0781  HISTORY     - Date     Condition        Report By
 FQ0781  HISTORY     - 1970     MONUMENTED       USGS
 FQ0781
 FQ0781                          STATION DESCRIPTION
 FQ0781
 FQ0781'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0781'FROM THE COUNTY COURTHOUSE AT HOLBROOK, ARIZONA, PROCEED 6.6 MILES
 FQ0781'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 13.6 MILES NORTH ALONG STATE
 FQ0781'HIGHWAY 77, THENCE 9.3 MILES WEST ALONG A ROAD TO A WINDMILL, 3 FEET
 FQ0781'NORTHWEST OF THE NORTHWEST LEG OF THE WINDMILL, THE TOP OF A 2 INCH
 FQ0781'IRON PIPE PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0855 ***********************************************************************
 FQ0855  DESIGNATION -  SBM
 FQ0855  PID         -  FQ0855
 FQ0855  STATE/COUNTY-  AZ/COCONINO
 FQ0855  USGS QUAD   -  HARBISON TANK (1989)
 FQ0855
 FQ0855                         *CURRENT SURVEY CONTROL
 FQ0855  ___________________________________________________________________
 FQ0855* NAD 83(1986)-  35 48 47.     (N)    111 52 58.     (W)     SCALED    
 FQ0855* NAVD 88     -      2025.981  (meters)    6646.91   (feet)  POSTED    
 FQ0855  ___________________________________________________________________
 FQ0855  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 FQ0855  DYNAMIC HT  -        2023.240 (meters)    6637.91  (feet)  COMP
 FQ0855  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 FQ0855
 FQ0855  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0855
 FQ0855.The horizontal coordinates were scaled from a topographic map and have
 FQ0855.an estimated accuracy of +/- 6 seconds.
 FQ0855
 FQ0855.The orthometric height was determined by differential leveling
 FQ0855.and adjusted by the  in 1992.
 FQ0855.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0855.rate of 0.0 thru 1.0 mm/km.
 FQ0855
 FQ0855.The geoid height was determined by GEOID03.
 FQ0855
 FQ0855.The dynamic height is computed by dividing the NAVD 88
 FQ0855.geopotential number by the normal gravity value computed on the
 FQ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0855.degrees latitude (g = 980.6199 gals.).
 FQ0855
 FQ0855.The modeled gravity was interpolated from observed gravity values.
 FQ0855
 FQ0855;                    North         East    Units  Estimated Accuracy
 FQ0855;SPC AZ C     -   533,770.      216,420.      MT  (+/- 180 meters Scaled)
 FQ0855
 FQ0855                          SUPERSEDED SURVEY CONTROL
 FQ0855
 FQ0855  NGVD 29 (??/??/92) 2025.02   (m)         6643.8    (f) COMPUTED    3 0
 FQ0855
 FQ0855.Superseded values are not recommended for survey control.
 FQ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0855.See file dsdata.txt to determine how the superseded data were derived.
 FQ0855
 FQ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE202635(NAD 83)
 FQ0855_MARKER: Q = CHISELED SQUARE
 FQ0855_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0855_SP_SET: LEDGE + CHISELED SQUARE
 FQ0855_MARK LOGO: USGS  
 FQ0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0855+STABILITY: POSITION/ELEVATION WELL
 FQ0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0855+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0855
 FQ0855  HISTORY     - Date     Condition        Report By
 FQ0855  HISTORY     - 1958     MONUMENTED       USGS
 FQ0855
 FQ0855                          STATION DESCRIPTION
 FQ0855
 FQ0855'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0855'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0855'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0855'LOOKOUT TOWER, PROCEED 12.5 MILES SOUTH TO A POINT ON A FLAT RIDGE,
 FQ0855'0.9 MILES SOUTH OF BUCKLAR TANK, 31 FEET WEST OF THE CENTER OF THE
 FQ0855'ROAD AT A BEND, 29 FEET EAST OF A PINE TREE, ON A FLAT ROCK OUTCROP,
 FQ0855'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0858 ***********************************************************************
 FQ0858  DESIGNATION -  SBM
 FQ0858  PID         -  FQ0858
 FQ0858  STATE/COUNTY-  AZ/COCONINO
 FQ0858  USGS QUAD   -  PETERSON FLAT (1989)
 FQ0858
 FQ0858                         *CURRENT SURVEY CONTROL
 FQ0858  ___________________________________________________________________
 FQ0858* NAD 83(1986)-  35 45 49.     (N)    111 50 43.     (W)     SCALED    
 FQ0858* NAVD 88     -      2013.051  (meters)    6604.48   (feet)  POSTED    
 FQ0858  ___________________________________________________________________
 FQ0858  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FQ0858  DYNAMIC HT  -        2010.320 (meters)    6595.52  (feet)  COMP
 FQ0858  MODELED GRAV-     979,204.1   (mgal)                       NAVD 88
 FQ0858
 FQ0858  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0858
 FQ0858.The horizontal coordinates were scaled from a topographic map and have
 FQ0858.an estimated accuracy of +/- 6 seconds.
 FQ0858
 FQ0858.The orthometric height was determined by differential leveling
 FQ0858.and adjusted by the  in 1992.
 FQ0858.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0858.rate of 0.0 thru 1.0 mm/km.
 FQ0858
 FQ0858.The geoid height was determined by GEOID03.
 FQ0858
 FQ0858.The dynamic height is computed by dividing the NAVD 88
 FQ0858.geopotential number by the normal gravity value computed on the
 FQ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0858.degrees latitude (g = 980.6199 gals.).
 FQ0858
 FQ0858.The modeled gravity was interpolated from observed gravity values.
 FQ0858
 FQ0858;                    North         East    Units  Estimated Accuracy
 FQ0858;SPC AZ C     -   528,290.      219,820.      MT  (+/- 180 meters Scaled)
 FQ0858
 FQ0858                          SUPERSEDED SURVEY CONTROL
 FQ0858
 FQ0858.No superseded survey control is available for this station.
 FQ0858
 FQ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE235580(NAD 83)
 FQ0858_MARKER: Q = CHISELED SQUARE
 FQ0858_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0858_SP_SET: LEDGE + CHISELED SQUARE
 FQ0858_MARK LOGO: NONE  
 FQ0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0858+STABILITY: POSITION/ELEVATION WELL
 FQ0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0858+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0858
 FQ0858  HISTORY     - Date     Condition        Report By
 FQ0858  HISTORY     - 1958     MONUMENTED       USGS
 FQ0858
 FQ0858                          STATION DESCRIPTION
 FQ0858
 FQ0858'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0858'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0858'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0858'LOOKOUT TOWER, PROCEED 17.1 MILES SOUTH, 5.5 MILES SOUTHEAST OF
 FQ0858'BUCKLAR TANK, 70 FEET SOUTH OF THE CENTER OF THE ROAD AT A BEND, ON A
 FQ0858'ROCK OUTCROP, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0860 ***********************************************************************
 FQ0860  DESIGNATION -  SBM
 FQ0860  PID         -  FQ0860
 FQ0860  STATE/COUNTY-  AZ/COCONINO
 FQ0860  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0860
 FQ0860                         *CURRENT SURVEY CONTROL
 FQ0860  ___________________________________________________________________
 FQ0860* NAD 83(1986)-  35 44 46.     (N)    111 49 08.     (W)     SCALED    
 FQ0860* NAVD 88     -      1973.818  (meters)    6475.77   (feet)  POSTED    
 FQ0860  ___________________________________________________________________
 FQ0860  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0860  DYNAMIC HT  -        1971.150 (meters)    6467.01  (feet)  COMP
 FQ0860  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 FQ0860
 FQ0860  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0860
 FQ0860.The horizontal coordinates were scaled from a topographic map and have
 FQ0860.an estimated accuracy of +/- 6 seconds.
 FQ0860
 FQ0860.The orthometric height was determined by differential leveling
 FQ0860.and adjusted by the  in 1992.
 FQ0860.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0860.rate of 0.0 thru 1.0 mm/km.
 FQ0860
 FQ0860.The geoid height was determined by GEOID03.
 FQ0860
 FQ0860.The dynamic height is computed by dividing the NAVD 88
 FQ0860.geopotential number by the normal gravity value computed on the
 FQ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0860.degrees latitude (g = 980.6199 gals.).
 FQ0860
 FQ0860.The modeled gravity was interpolated from observed gravity values.
 FQ0860
 FQ0860;                    North         East    Units  Estimated Accuracy
 FQ0860;SPC AZ C     -   526,350.      222,200.      MT  (+/- 180 meters Scaled)
 FQ0860
 FQ0860                          SUPERSEDED SURVEY CONTROL
 FQ0860
 FQ0860.No superseded survey control is available for this station.
 FQ0860
 FQ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE259560(NAD 83)
 FQ0860_MARKER: Q = CHISELED SQUARE
 FQ0860_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0860_SP_SET: LEDGE + CHISELED SQUARE
 FQ0860_MARK LOGO: NONE  
 FQ0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0860+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0860
 FQ0860  HISTORY     - Date     Condition        Report By
 FQ0860  HISTORY     - 1958     MONUMENTED       USGS
 FQ0860
 FQ0860                          STATION DESCRIPTION
 FQ0860
 FQ0860'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0860'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0860'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0860'LOOKOUT TOWER, PROCEED 19.1 MILES SOUTH, 1.8 MILES NORTHWEST OF
 FQ0860'LOCKWOOD TANK, 164 FEET WEST OF THE CENTER OF THE ROAD AT A WIRE
 FQ0860'GATE, 2 FEET SOUTHEAST OF A CORNER FENCEPOST, ON A ROCK, A CHISELED
 FQ0860'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0862 ***********************************************************************
 FQ0862  DESIGNATION -  SBM
 FQ0862  PID         -  FQ0862
 FQ0862  STATE/COUNTY-  AZ/COCONINO
 FQ0862  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0862
 FQ0862                         *CURRENT SURVEY CONTROL
 FQ0862  ___________________________________________________________________
 FQ0862* NAD 83(1986)-  35 43 40.     (N)    111 47 30.     (W)     SCALED    
 FQ0862* NAVD 88     -      1939.202  (meters)    6362.20   (feet)  POSTED    
 FQ0862  ___________________________________________________________________
 FQ0862  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0862  DYNAMIC HT  -        1936.590 (meters)    6353.63  (feet)  COMP
 FQ0862  MODELED GRAV-     979,216.4   (mgal)                       NAVD 88
 FQ0862
 FQ0862  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0862
 FQ0862.The horizontal coordinates were scaled from a topographic map and have
 FQ0862.an estimated accuracy of +/- 6 seconds.
 FQ0862
 FQ0862.The orthometric height was determined by differential leveling
 FQ0862.and adjusted by the  in 1992.
 FQ0862.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0862.rate of 0.0 thru 1.0 mm/km.
 FQ0862
 FQ0862.The geoid height was determined by GEOID03.
 FQ0862
 FQ0862.The dynamic height is computed by dividing the NAVD 88
 FQ0862.geopotential number by the normal gravity value computed on the
 FQ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0862.degrees latitude (g = 980.6199 gals.).
 FQ0862
 FQ0862.The modeled gravity was interpolated from observed gravity values.
 FQ0862
 FQ0862;                    North         East    Units  Estimated Accuracy
 FQ0862;SPC AZ C     -   524,320.      224,670.      MT  (+/- 180 meters Scaled)
 FQ0862
 FQ0862                          SUPERSEDED SURVEY CONTROL
 FQ0862
 FQ0862.No superseded survey control is available for this station.
 FQ0862
 FQ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE284540(NAD 83)
 FQ0862_MARKER: Q = CHISELED SQUARE
 FQ0862_SETTING: 80 = SET IN A BOULDER
 FQ0862_SP_SET: BOULDER + CHISELED SQUARE
 FQ0862_MARK LOGO: NONE  
 FQ0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0862+STABILITY: SURFACE MOTION
 FQ0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0862+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0862
 FQ0862  HISTORY     - Date     Condition        Report By
 FQ0862  HISTORY     - 1958     MONUMENTED       USGS
 FQ0862
 FQ0862                          STATION DESCRIPTION
 FQ0862
 FQ0862'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0862'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0862'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0862'LOOKOUT TOWER, PROCEED 21.1 MILES SOUTH, 0.2 MILES SOUTHEAST OF
 FQ0862'LOCKWOOD TANK, 87 FEET WEST OF THE CENTER OF THE ROAD NEAR THE BASE
 FQ0862'OF A LIMESTONE OUTCROP, 10 FEET SOUTHWEST OF THE BASE OF A HILL, ON A
 FQ0862'SMALL ROCK, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0864 ***********************************************************************
 FQ0864  DESIGNATION -  SBM
 FQ0864  PID         -  FQ0864
 FQ0864  STATE/COUNTY-  AZ/COCONINO
 FQ0864  USGS QUAD   -  LOCKWOOD CANYON (1989)
 FQ0864
 FQ0864                         *CURRENT SURVEY CONTROL
 FQ0864  ___________________________________________________________________
 FQ0864* NAD 83(1986)-  35 42 12.     (N)    111 45 35.     (W)     SCALED    
 FQ0864* NAVD 88     -      1901.334  (meters)    6237.96   (feet)  POSTED    
 FQ0864  ___________________________________________________________________
 FQ0864  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0864  DYNAMIC HT  -        1898.780 (meters)    6229.58  (feet)  COMP
 FQ0864  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 FQ0864
 FQ0864  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0864
 FQ0864.The horizontal coordinates were scaled from a topographic map and have
 FQ0864.an estimated accuracy of +/- 6 seconds.
 FQ0864
 FQ0864.The orthometric height was determined by differential leveling
 FQ0864.and adjusted by the  in 1992.
 FQ0864.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0864.rate of 0.0 thru 1.0 mm/km.
 FQ0864
 FQ0864.The geoid height was determined by GEOID03.
 FQ0864
 FQ0864.The dynamic height is computed by dividing the NAVD 88
 FQ0864.geopotential number by the normal gravity value computed on the
 FQ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0864.degrees latitude (g = 980.6199 gals.).
 FQ0864
 FQ0864.The modeled gravity was interpolated from observed gravity values.
 FQ0864
 FQ0864;                    North         East    Units  Estimated Accuracy
 FQ0864;SPC AZ C     -   521,610.      227,560.      MT  (+/- 180 meters Scaled)
 FQ0864
 FQ0864                          SUPERSEDED SURVEY CONTROL
 FQ0864
 FQ0864.No superseded survey control is available for this station.
 FQ0864
 FQ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE312513(NAD 83)
 FQ0864_MARKER: Q = CHISELED SQUARE
 FQ0864_SETTING: 80 = SET IN A BOULDER
 FQ0864_SP_SET: BOULDER + CHISELED SQUARE
 FQ0864_MARK LOGO: NONE  
 FQ0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0864+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0864
 FQ0864  HISTORY     - Date     Condition        Report By
 FQ0864  HISTORY     - 1958     MONUMENTED       USGS
 FQ0864
 FQ0864                          STATION DESCRIPTION
 FQ0864
 FQ0864'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0864'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0864'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0864'LOOKOUT TOWER, PROCEED 23.7 MILES SOUTH TO A ROCKY POINT, 2.8 MILES
 FQ0864'SOUTHEAST OF LOCKWOOD TANK, 22 FEET WEST OF AND 6 FEET HIGHER THAN
 FQ0864'THE CENTER OF THE ROAD, ON A ROCK, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0866 ***********************************************************************
 FQ0866  DESIGNATION -  SBM
 FQ0866  PID         -  FQ0866
 FQ0866  STATE/COUNTY-  AZ/COCONINO
 FQ0866  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0866
 FQ0866                         *CURRENT SURVEY CONTROL
 FQ0866  ___________________________________________________________________
 FQ0866* NAD 83(1986)-  35 40 57.     (N)    111 44 00.     (W)     SCALED    
 FQ0866* NAVD 88     -      1868.770  (meters)    6131.12   (feet)  POSTED    
 FQ0866  ___________________________________________________________________
 FQ0866  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FQ0866  DYNAMIC HT  -        1866.290 (meters)    6122.99  (feet)  COMP
 FQ0866  MODELED GRAV-     979,237.1   (mgal)                       NAVD 88
 FQ0866
 FQ0866  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0866
 FQ0866.The horizontal coordinates were scaled from a topographic map and have
 FQ0866.an estimated accuracy of +/- 6 seconds.
 FQ0866
 FQ0866.The orthometric height was determined by differential leveling
 FQ0866.and adjusted by the  in 1992.
 FQ0866.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0866.rate of 0.0 thru 1.0 mm/km.
 FQ0866
 FQ0866.The geoid height was determined by GEOID03.
 FQ0866
 FQ0866.The dynamic height is computed by dividing the NAVD 88
 FQ0866.geopotential number by the normal gravity value computed on the
 FQ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0866.degrees latitude (g = 980.6199 gals.).
 FQ0866
 FQ0866.The modeled gravity was interpolated from observed gravity values.
 FQ0866
 FQ0866;                    North         East    Units  Estimated Accuracy
 FQ0866;SPC AZ C     -   519,300.      229,950.      MT  (+/- 180 meters Scaled)
 FQ0866
 FQ0866                          SUPERSEDED SURVEY CONTROL
 FQ0866
 FQ0866.No superseded survey control is available for this station.
 FQ0866
 FQ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE336489(NAD 83)
 FQ0866_MARKER: Q = CHISELED SQUARE
 FQ0866_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0866_SP_SET: LEDGE + CHISELED SQUARE
 FQ0866_MARK LOGO: NONE  
 FQ0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0866+STABILITY: POSITION/ELEVATION WELL
 FQ0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0866+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0866
 FQ0866  HISTORY     - Date     Condition        Report By
 FQ0866  HISTORY     - 1958     MONUMENTED       USGS
 FQ0866
 FQ0866                          STATION DESCRIPTION
 FQ0866
 FQ0866'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0866'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0866'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0866'LOOKOUT TOWER, PROCEED 25.8 MILES SOUTH TO THE SOUTH EDGE OF A FLAT
 FQ0866'RIDGE, 4.9 MILES SOUTHEAST OF LOCKWOOD TANK, 83 FEET EAST OF THE
 FQ0866'CENTER OF THE ROAD, ON A FLAT ROCK OUTCROP, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0869 ***********************************************************************
 FQ0869  DESIGNATION -  SBM
 FQ0869  PID         -  FQ0869
 FQ0869  STATE/COUNTY-  AZ/COCONINO
 FQ0869  USGS QUAD   -  ADDITIONAL HILL (1989)
 FQ0869
 FQ0869                         *CURRENT SURVEY CONTROL
 FQ0869  ___________________________________________________________________
 FQ0869* NAD 83(1986)-  35 38 04.     (N)    111 44 12.     (W)     SCALED    
 FQ0869* NAVD 88     -      1861.895  (meters)    6108.57   (feet)  POSTED    
 FQ0869  ___________________________________________________________________
 FQ0869  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0869  DYNAMIC HT  -        1859.400 (meters)    6100.38  (feet)  COMP
 FQ0869  MODELED GRAV-     979,225.6   (mgal)                       NAVD 88
 FQ0869
 FQ0869  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0869
 FQ0869.The horizontal coordinates were scaled from a topographic map and have
 FQ0869.an estimated accuracy of +/- 6 seconds.
 FQ0869
 FQ0869.The orthometric height was determined by differential leveling
 FQ0869.and adjusted by the  in 1992.
 FQ0869.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0869.rate of 0.0 thru 1.0 mm/km.
 FQ0869
 FQ0869.The geoid height was determined by GEOID03.
 FQ0869
 FQ0869.The dynamic height is computed by dividing the NAVD 88
 FQ0869.geopotential number by the normal gravity value computed on the
 FQ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0869.degrees latitude (g = 980.6199 gals.).
 FQ0869
 FQ0869.The modeled gravity was interpolated from observed gravity values.
 FQ0869
 FQ0869;                    North         East    Units  Estimated Accuracy
 FQ0869;SPC AZ C     -   513,970.      229,660.      MT  (+/- 180 meters Scaled)
 FQ0869
 FQ0869                          SUPERSEDED SURVEY CONTROL
 FQ0869
 FQ0869.No superseded survey control is available for this station.
 FQ0869
 FQ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE333436(NAD 83)
 FQ0869_MARKER: Q = CHISELED SQUARE
 FQ0869_SETTING: 80 = SET IN A BOULDER
 FQ0869_SP_SET: BOULDER + CHISELED SQUARE
 FQ0869_MARK LOGO: NONE  
 FQ0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0869+STABILITY: SURFACE MOTION
 FQ0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0869+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0869
 FQ0869  HISTORY     - Date     Condition        Report By
 FQ0869  HISTORY     - 1958     MONUMENTED       USGS
 FQ0869
 FQ0869                          STATION DESCRIPTION
 FQ0869
 FQ0869'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0869'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0869'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0869'LOOKOUT TOWER, PROCEED 29.7 MILES SOUTH, 2.7 MILES NORTHEAST OF TUB
 FQ0869'RANCH, 85 FEET WEST OF THE CENTER OF THE ROAD, ON A SMALL ROCK, A
 FQ0869'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0871 ***********************************************************************
 FQ0871  DESIGNATION -  SBM
 FQ0871  PID         -  FQ0871
 FQ0871  STATE/COUNTY-  AZ/COCONINO
 FQ0871  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0871
 FQ0871                         *CURRENT SURVEY CONTROL
 FQ0871  ___________________________________________________________________
 FQ0871* NAD 83(1986)-  35 36 27.     (N)    111 44 56.     (W)     SCALED    
 FQ0871* NAVD 88     -      1867.202  (meters)    6125.98   (feet)  POSTED    
 FQ0871  ___________________________________________________________________
 FQ0871  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0871  DYNAMIC HT  -        1864.720 (meters)    6117.84  (feet)  COMP
 FQ0871  MODELED GRAV-     979,234.8   (mgal)                       NAVD 88
 FQ0871
 FQ0871  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0871
 FQ0871.The horizontal coordinates were scaled from a topographic map and have
 FQ0871.an estimated accuracy of +/- 6 seconds.
 FQ0871
 FQ0871.The orthometric height was determined by differential leveling
 FQ0871.and adjusted by the  in 1992.
 FQ0871.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0871.rate of 0.0 thru 1.0 mm/km.
 FQ0871
 FQ0871.The geoid height was determined by GEOID03.
 FQ0871
 FQ0871.The dynamic height is computed by dividing the NAVD 88
 FQ0871.geopotential number by the normal gravity value computed on the
 FQ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0871.degrees latitude (g = 980.6199 gals.).
 FQ0871
 FQ0871.The modeled gravity was interpolated from observed gravity values.
 FQ0871
 FQ0871;                    North         East    Units  Estimated Accuracy
 FQ0871;SPC AZ C     -   510,980.      228,560.      MT  (+/- 180 meters Scaled)
 FQ0871
 FQ0871                          SUPERSEDED SURVEY CONTROL
 FQ0871
 FQ0871.No superseded survey control is available for this station.
 FQ0871
 FQ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE321406(NAD 83)
 FQ0871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FQ0871_SETTING: 0 = UNSPECIFIED SETTING
 FQ0871_MARK LOGO: NONE  
 FQ0871_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0871+STABILITY: POSITION/ELEVATION WELL
 FQ0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0871+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0871
 FQ0871  HISTORY     - Date     Condition        Report By
 FQ0871  HISTORY     - 1958     MONUMENTED       USGS
 FQ0871
 FQ0871                          STATION DESCRIPTION
 FQ0871
 FQ0871'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0871'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0871'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0871'LOOKOUT TOWER, PROCEED 31.7 MILES SOUTH, 0.7 MILES NORTHEAST OF TUB
 FQ0871'RANCH, 220 FEET SOUTH OF THE CENTER OF THE ROAD, 4 FEET NORTHWEST OF
 FQ0871'A LONE JUNIPER, ON A ROCK, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0873 ***********************************************************************
 FQ0873  DESIGNATION -  SBM
 FQ0873  PID         -  FQ0873
 FQ0873  STATE/COUNTY-  AZ/COCONINO
 FQ0873  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0873
 FQ0873                         *CURRENT SURVEY CONTROL
 FQ0873  ___________________________________________________________________
 FQ0873* NAD 83(1986)-  35 35 39.     (N)    111 44 33.     (W)     SCALED    
 FQ0873* NAVD 88     -      1866.539  (meters)    6123.80   (feet)  POSTED    
 FQ0873  ___________________________________________________________________
 FQ0873  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0873  DYNAMIC HT  -        1864.060 (meters)    6115.67  (feet)  COMP
 FQ0873  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 FQ0873
 FQ0873  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0873
 FQ0873.The horizontal coordinates were scaled from a topographic map and have
 FQ0873.an estimated accuracy of +/- 6 seconds.
 FQ0873
 FQ0873.The orthometric height was determined by differential leveling
 FQ0873.and adjusted by the  in 1992.
 FQ0873.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0873.rate of 0.0 thru 1.0 mm/km.
 FQ0873
 FQ0873.The geoid height was determined by GEOID03.
 FQ0873
 FQ0873.The dynamic height is computed by dividing the NAVD 88
 FQ0873.geopotential number by the normal gravity value computed on the
 FQ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0873.degrees latitude (g = 980.6199 gals.).
 FQ0873
 FQ0873.The modeled gravity was interpolated from observed gravity values.
 FQ0873
 FQ0873;                    North         East    Units  Estimated Accuracy
 FQ0873;SPC AZ C     -   509,500.      229,140.      MT  (+/- 180 meters Scaled)
 FQ0873
 FQ0873                          SUPERSEDED SURVEY CONTROL
 FQ0873
 FQ0873.No superseded survey control is available for this station.
 FQ0873
 FQ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE327391(NAD 83)
 FQ0873_MARKER: Q = CHISELED SQUARE
 FQ0873_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FQ0873_SP_SET: CONCRETE BASE
 FQ0873_MARK LOGO: NONE  
 FQ0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0873+STABILITY: SURFACE MOTION
 FQ0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0873+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0873
 FQ0873  HISTORY     - Date     Condition        Report By
 FQ0873  HISTORY     - 1958     MONUMENTED       USGS
 FQ0873
 FQ0873                          STATION DESCRIPTION
 FQ0873
 FQ0873'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0873'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0873'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0873'LOOKOUT TOWER, PROCEED 33.3 MILES SOUTH TO A WIRE GATE, 0.9 MILES
 FQ0873'SOUTHEAST OF TUB RANCH, 1 FOOT NORTHWEST OF THE SOUTH GATEPOST, ON
 FQ0873'THE CONCRETE BASE OF THE POST, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0875 ***********************************************************************
 FQ0875  DESIGNATION -  SBM
 FQ0875  PID         -  FQ0875
 FQ0875  STATE/COUNTY-  AZ/COCONINO
 FQ0875  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0875
 FQ0875                         *CURRENT SURVEY CONTROL
 FQ0875  ___________________________________________________________________
 FQ0875* NAD 83(1986)-  35 35 38.     (N)    111 43 01.     (W)     SCALED    
 FQ0875* NAVD 88     -      1857.687  (meters)    6094.76   (feet)  POSTED    
 FQ0875  ___________________________________________________________________
 FQ0875  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 FQ0875  DYNAMIC HT  -        1855.230 (meters)    6086.70  (feet)  COMP
 FQ0875  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 FQ0875
 FQ0875  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0875
 FQ0875.The horizontal coordinates were scaled from a topographic map and have
 FQ0875.an estimated accuracy of +/- 6 seconds.
 FQ0875
 FQ0875.The orthometric height was determined by differential leveling
 FQ0875.and adjusted by the  in 1992.
 FQ0875.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0875.rate of 0.0 thru 1.0 mm/km.
 FQ0875
 FQ0875.The geoid height was determined by GEOID03.
 FQ0875
 FQ0875.The dynamic height is computed by dividing the NAVD 88
 FQ0875.geopotential number by the normal gravity value computed on the
 FQ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0875.degrees latitude (g = 980.6199 gals.).
 FQ0875
 FQ0875.The modeled gravity was interpolated from observed gravity values.
 FQ0875
 FQ0875;                    North         East    Units  Estimated Accuracy
 FQ0875;SPC AZ C     -   509,480.      231,460.      MT  (+/- 180 meters Scaled)
 FQ0875
 FQ0875                          SUPERSEDED SURVEY CONTROL
 FQ0875
 FQ0875.No superseded survey control is available for this station.
 FQ0875
 FQ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE350391(NAD 83)
 FQ0875_MARKER: Q = CHISELED SQUARE
 FQ0875_SETTING: 80 = SET IN A BOULDER
 FQ0875_SP_SET: BOULDER + CHISELED SQUARE
 FQ0875_MARK LOGO: NONE  
 FQ0875_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0875+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0875
 FQ0875  HISTORY     - Date     Condition        Report By
 FQ0875  HISTORY     - 1958     MONUMENTED       USGS
 FQ0875
 FQ0875                          STATION DESCRIPTION
 FQ0875
 FQ0875'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0875'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0875'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0875'LOOKOUT TOWER, PROCEED 34.9 MILES SOUTH, 2.5 MILES SOUTHEAST OF TUB
 FQ0875'RANCH, 35 FEET NORTH OF THE CENTER OF THE ROAD, ON A ROCK, A CHISELED
 FQ0875'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0877 ***********************************************************************
 FQ0877  DESIGNATION -  SBM
 FQ0877  PID         -  FQ0877
 FQ0877  STATE/COUNTY-  AZ/COCONINO
 FQ0877  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0877
 FQ0877                         *CURRENT SURVEY CONTROL
 FQ0877  ___________________________________________________________________
 FQ0877* NAD 83(1986)-  35 35 17.     (N)    111 41 43.     (W)     SCALED    
 FQ0877* NAVD 88     -      1847.073  (meters)    6059.94   (feet)  POSTED    
 FQ0877  ___________________________________________________________________
 FQ0877  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FQ0877  DYNAMIC HT  -        1844.630 (meters)    6051.92  (feet)  COMP
 FQ0877  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 FQ0877
 FQ0877  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0877
 FQ0877.The horizontal coordinates were scaled from a topographic map and have
 FQ0877.an estimated accuracy of +/- 6 seconds.
 FQ0877
 FQ0877.The orthometric height was determined by differential leveling
 FQ0877.and adjusted by the  in 1992.
 FQ0877.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0877.rate of 0.0 thru 1.0 mm/km.
 FQ0877
 FQ0877.The geoid height was determined by GEOID03.
 FQ0877
 FQ0877.The dynamic height is computed by dividing the NAVD 88
 FQ0877.geopotential number by the normal gravity value computed on the
 FQ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0877.degrees latitude (g = 980.6199 gals.).
 FQ0877
 FQ0877.The modeled gravity was interpolated from observed gravity values.
 FQ0877
 FQ0877;                    North         East    Units  Estimated Accuracy
 FQ0877;SPC AZ C     -   508,830.      233,420.      MT  (+/- 180 meters Scaled)
 FQ0877
 FQ0877                          SUPERSEDED SURVEY CONTROL
 FQ0877
 FQ0877.No superseded survey control is available for this station.
 FQ0877
 FQ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE370384(NAD 83)
 FQ0877_MARKER: Q = CHISELED SQUARE
 FQ0877_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0877_SP_SET: OUTCROP + CHISELED SQUARE
 FQ0877_MARK LOGO: NONE  
 FQ0877_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0877+STABILITY: POSITION/ELEVATION WELL
 FQ0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0877+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0877
 FQ0877  HISTORY     - Date     Condition        Report By
 FQ0877  HISTORY     - 1958     MONUMENTED       USGS
 FQ0877
 FQ0877                          STATION DESCRIPTION
 FQ0877
 FQ0877'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0877'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0877'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0877'LOOKOUT TOWER, PROCEED 37.7 MILES SOUTH, 2.9 MILES NORTHWEST OF ASO
 FQ0877'RANCH, 38 FEET NORTHEAST OF AND 4 FEET HIGHER THAN THE CENTER OF THE
 FQ0877'ROAD, ON THE SOUTH END OF A LOW RIDGE, IN A LIMESTONE OUTCROP, A
 FQ0877'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0879 ***********************************************************************
 FQ0879  DESIGNATION -  SBM
 FQ0879  PID         -  FQ0879
 FQ0879  STATE/COUNTY-  AZ/COCONINO
 FQ0879  USGS QUAD   -  S P MOUNTAIN (1989)
 FQ0879
 FQ0879                         *CURRENT SURVEY CONTROL
 FQ0879  ___________________________________________________________________
 FQ0879* NAD 83(1986)-  35 34 17.     (N)    111 40 08.     (W)     SCALED    
 FQ0879* NAVD 88     -      1886.942  (meters)    6190.74   (feet)  POSTED    
 FQ0879  ___________________________________________________________________
 FQ0879  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FQ0879  DYNAMIC HT  -        1884.420 (meters)    6182.47  (feet)  COMP
 FQ0879  MODELED GRAV-     979,230.0   (mgal)                       NAVD 88
 FQ0879
 FQ0879  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0879
 FQ0879.The horizontal coordinates were scaled from a topographic map and have
 FQ0879.an estimated accuracy of +/- 6 seconds.
 FQ0879
 FQ0879.The orthometric height was determined by differential leveling
 FQ0879.and adjusted by the  in 1992.
 FQ0879.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0879.rate of 0.0 thru 1.0 mm/km.
 FQ0879
 FQ0879.The geoid height was determined by GEOID03.
 FQ0879
 FQ0879.The dynamic height is computed by dividing the NAVD 88
 FQ0879.geopotential number by the normal gravity value computed on the
 FQ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0879.degrees latitude (g = 980.6199 gals.).
 FQ0879
 FQ0879.The modeled gravity was interpolated from observed gravity values.
 FQ0879
 FQ0879;                    North         East    Units  Estimated Accuracy
 FQ0879;SPC AZ C     -   506,990.      235,820.      MT  (+/- 180 meters Scaled)
 FQ0879
 FQ0879                          SUPERSEDED SURVEY CONTROL
 FQ0879
 FQ0879.No superseded survey control is available for this station.
 FQ0879
 FQ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE393366(NAD 83)
 FQ0879_MARKER: Q = CHISELED SQUARE
 FQ0879_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FQ0879_SP_SET: BASE OF GATEPOST
 FQ0879_MARK LOGO: NONE  
 FQ0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0879+SATELLITE: SATELLITE OBSERVATIONS - 1958
 FQ0879
 FQ0879  HISTORY     - Date     Condition        Report By
 FQ0879  HISTORY     - 1958     MONUMENTED       USGS
 FQ0879
 FQ0879                          STATION DESCRIPTION
 FQ0879
 FQ0879'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FQ0879'ABOUT 13.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL IN
 FQ0879'GRAND CANYON, ARIZONA, THENCE 1.2 MILES SOUTHEAST TO A FOREST SERVICE
 FQ0879'LOOKOUT TOWER, PROCEED 39.8 MILES SOUTH, 0.8 MILES NORTHWEST OF ASO
 FQ0879'RANCH, AT A WIRE GATE, ON THE CONCRETE BASE OF THE NORTH GATEPOST, A
 FQ0879'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0885 ***********************************************************************
 FQ0885  DESIGNATION -  SBM
 FQ0885  PID         -  FQ0885
 FQ0885  STATE/COUNTY-  AZ/COCONINO
 FQ0885  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0885
 FQ0885                         *CURRENT SURVEY CONTROL
 FQ0885  ___________________________________________________________________
 FQ0885* NAD 83(1986)-  35 27 55.     (N)    111 35 33.     (W)     SCALED    
 FQ0885* NAVD 88     -      2003.290  (meters)    6572.46   (feet)  POSTED    
 FQ0885  ___________________________________________________________________
 FQ0885  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FQ0885  DYNAMIC HT  -        2000.580 (meters)    6563.57  (feet)  COMP
 FQ0885  MODELED GRAV-     979,206.6   (mgal)                       NAVD 88
 FQ0885
 FQ0885  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0885
 FQ0885.The horizontal coordinates were scaled from a topographic map and have
 FQ0885.an estimated accuracy of +/- 6 seconds.
 FQ0885
 FQ0885.The orthometric height was determined by differential leveling
 FQ0885.and adjusted by the  in 1992.
 FQ0885.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0885.rate of 0.0 thru 1.0 mm/km.
 FQ0885
 FQ0885.The geoid height was determined by GEOID03.
 FQ0885
 FQ0885.The dynamic height is computed by dividing the NAVD 88
 FQ0885.geopotential number by the normal gravity value computed on the
 FQ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0885.degrees latitude (g = 980.6199 gals.).
 FQ0885
 FQ0885.The modeled gravity was interpolated from observed gravity values.
 FQ0885
 FQ0885;                    North         East    Units  Estimated Accuracy
 FQ0885;SPC AZ C     -   495,240.      242,780.      MT  (+/- 180 meters Scaled)
 FQ0885
 FQ0885                          SUPERSEDED SURVEY CONTROL
 FQ0885
 FQ0885  NGVD 29 (??/??/92) 2002.37   (m)         6569.4    (f) COMPUTED    3 0
 FQ0885
 FQ0885.Superseded values are not recommended for survey control.
 FQ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0885.See file dsdata.txt to determine how the superseded data were derived.
 FQ0885
 FQ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE462248(NAD 83)
 FQ0885_MARKER: Q = CHISELED SQUARE
 FQ0885_SETTING: 80 = SET IN A BOULDER
 FQ0885_SP_SET: BOULDER + CHISELED SQUARE
 FQ0885_MARK LOGO: NONE  
 FQ0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0885+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0885
 FQ0885  HISTORY     - Date     Condition        Report By
 FQ0885  HISTORY     - 1959     MONUMENTED       USGS
 FQ0885
 FQ0885                          STATION DESCRIPTION
 FQ0885
 FQ0885'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0885'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0885'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 3.1 MILES
 FQ0885'NORTHWEST, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, ON A ROCK, A
 FQ0885'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0887 ***********************************************************************
 FQ0887  DESIGNATION -  SBM
 FQ0887  PID         -  FQ0887
 FQ0887  STATE/COUNTY-  AZ/COCONINO
 FQ0887  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0887
 FQ0887                         *CURRENT SURVEY CONTROL
 FQ0887  ___________________________________________________________________
 FQ0887* NAD 83(1986)-  35 26 31.     (N)    111 34 50.     (W)     SCALED    
 FQ0887* NAVD 88     -      1968.401  (meters)    6458.00   (feet)  POSTED    
 FQ0887  ___________________________________________________________________
 FQ0887  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FQ0887  DYNAMIC HT  -        1965.730 (meters)    6449.23  (feet)  COMP
 FQ0887  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 FQ0887
 FQ0887  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0887
 FQ0887.The horizontal coordinates were scaled from a topographic map and have
 FQ0887.an estimated accuracy of +/- 6 seconds.
 FQ0887
 FQ0887.The orthometric height was determined by differential leveling
 FQ0887.and adjusted by the  in 1992.
 FQ0887.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0887.rate of 0.0 thru 1.0 mm/km.
 FQ0887
 FQ0887.The geoid height was determined by GEOID03.
 FQ0887
 FQ0887.The dynamic height is computed by dividing the NAVD 88
 FQ0887.geopotential number by the normal gravity value computed on the
 FQ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0887.degrees latitude (g = 980.6199 gals.).
 FQ0887
 FQ0887.The modeled gravity was interpolated from observed gravity values.
 FQ0887
 FQ0887;                    North         East    Units  Estimated Accuracy
 FQ0887;SPC AZ C     -   492,650.      243,870.      MT  (+/- 180 meters Scaled)
 FQ0887
 FQ0887                          SUPERSEDED SURVEY CONTROL
 FQ0887
 FQ0887  NGVD 29 (??/??/92) 1967.47   (m)         6454.9    (f) COMPUTED    3 0
 FQ0887
 FQ0887.Superseded values are not recommended for survey control.
 FQ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0887.See file dsdata.txt to determine how the superseded data were derived.
 FQ0887
 FQ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE473222(NAD 83)
 FQ0887_MARKER: Q = CHISELED SQUARE
 FQ0887_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0887_SP_SET: OUTCROP + CHISELED SQUARE
 FQ0887_MARK LOGO: NONE  
 FQ0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0887+STABILITY: POSITION/ELEVATION WELL
 FQ0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0887+SATELLITE: SATELLITE OBSERVATIONS - 1959
 FQ0887
 FQ0887  HISTORY     - Date     Condition        Report By
 FQ0887  HISTORY     - 1959     MONUMENTED       USGS
 FQ0887
 FQ0887                          STATION DESCRIPTION
 FQ0887
 FQ0887'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FQ0887'22.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF
 FQ0887'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, ARIZONA, THENCE 1.1 MILE
 FQ0887'NORTHWEST TO A CROSSROAD, 55 FEET NORTHWEST OF THE CROSSROAD
 FQ0887'INTERSECTION, 18 FEET NORTHWEST OF A SIGNPOST, ON A ROCK, A CHISELED
 FQ0887'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1170 ***********************************************************************
 ES1170  DESIGNATION -  SBM 4380
 ES1170  PID         -  ES1170
 ES1170  STATE/COUNTY-  AZ/GILA
 ES1170  USGS QUAD   -  NORTH PEAK (1973)
 ES1170
 ES1170                         *CURRENT SURVEY CONTROL
 ES1170  ___________________________________________________________________
 ES1170* NAD 83(1992)-  34 12 57.30321(N)    111 23 54.58081(W)     ADJUSTED  
 ES1170* NAVD 88     -      1335.71   (+/-2cm)    4382.2    (feet)  VERTCON   
 ES1170  ___________________________________________________________________
 ES1170  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 ES1170  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 ES1170  HORZ ORDER  -  THIRD
 ES1170  VERT ORDER  -  THIRD ? (See Below)
 ES1170
 ES1170.The horizontal coordinates were established by classical geodetic methods
 ES1170.and adjusted by the National Geodetic Survey in August 1993.
 ES1170
 ES1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1170.The vertical order pertains to the NGVD 29 superseded value.
 ES1170
 ES1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1170
 ES1170.The geoid height was determined by GEOID03.
 ES1170
 ES1170;                    North         East     Units Scale Factor Converg.
 ES1170;SPC AZ E     -   357,288.137    99,854.688   MT  1.00005876   -0 41 33.9
 ES1170;SPC AZ E     - 1,172,205.17    327,607.24   iFT  1.00005876   -0 41 33.9
 ES1170;UTM  12      - 3,786,168.689   463,293.143   MT  0.99961661   -0 13 26.7
 ES1170
 ES1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1170!SPC AZ E     -   0.99979441  x   1.00005876  =   0.99985316
 ES1170!UTM  12      -   0.99979441  x   0.99961661  =   0.99941110
 ES1170
 ES1170                          SUPERSEDED SURVEY CONTROL
 ES1170
 ES1170  NAD 83(1992)-  34 12 57.29590(N)    111 23 54.58433(W) AD(       ) 3
 ES1170  NGVD 29 (10/09/91) 1335.04   (m)         4380.0    (f) LEVELING    3  
 ES1170
 ES1170.Superseded values are not recommended for survey control.
 ES1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1170.See file dsdata.txt to determine how the superseded data were derived.
 ES1170
 ES1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6329386169(NAD 83)
 ES1170_MARKER: Q = CHISELED SQUARE
 ES1170_SETTING: 80 = SET IN A BOULDER
 ES1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1170+STABILITY: SURFACE MOTION
 ES1170
 ES1170  HISTORY     - Date     Condition        Report By
 ES1170  HISTORY     - 1966     MONUMENTED       USGS
 ES1170  HISTORY     - 20070309 GOOD             GEOCAC
 ES1170
 ES1170                          STATION DESCRIPTION
 ES1170
 ES1170'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1170'LOCATED ABOUT 5 MI W. OF PAYSON, ABOUT 1 MI S. OF VERDE RIVER.  AT
 ES1170'RD. FORK.
 ES1170'
 ES1170'TO REACH FROM PAYSON POST OFFICE, GO 4.9 MI W.  25 FT. SE. OF RD.
 ES1170'FORKS LEADING S. TO EXCURSION MINE.
 ES1170'
 ES1170'STATION MARK--CHISELED SQUARE ON LARGE ROCK.
 ES1170'
 ES1170'RMS--NONE SET.
 ES1170
 ES1170                          STATION RECOVERY (2007)
 ES1170
 ES1170'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES1170'RECOVERED IN GOOD CONDITION AS DESCRIBED. A COMPLETE DESCRIPTION TO
 ES1170'REACH THE STATION FOLLOWS.
 ES1170' 
 ES1170'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND MCLANE
 ES1170'ROAD IN PAYSON, PROCEED WEST ON MAIN STREET   COUNTRY CLUB DRIVE
 ES1170'DOLL BABY RANCH ROAD FOR 1.7 MILES UNTIL THE ROAD TURNS INTO A GRADED
 ES1170'ROAD, CONTINUE WEST ON DOLL BABY RANCH ROAD   FS 414 FOR 2.9 MILES TO
 ES1170'THE INTERSECTION WITH FS 193, TURN LEFT (SOUTH) ON FS 193 FOR .1 MILES
 ES1170'TO THE FORK IN THE ROAD AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1500 ***********************************************************************
 CZ1500  DESIGNATION -  SC 17 WELL
 CZ1500  PID         -  CZ1500
 CZ1500  STATE/COUNTY-  AZ/PIMA
 CZ1500  USGS QUAD   -  TUCSON SW (1992)
 CZ1500
 CZ1500                         *CURRENT SURVEY CONTROL
 CZ1500  ___________________________________________________________________
 CZ1500* NAD 83(1986)-  32 05 38.     (N)    110 57 37.     (W)     SCALED    
 CZ1500* NAVD 88     -       789.135  (meters)    2589.02   (feet)  ADJUSTED  
 CZ1500  ___________________________________________________________________
 CZ1500  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ1500  DYNAMIC HT  -         788.025 (meters)    2585.38  (feet)  COMP
 CZ1500  MODELED GRAV-     979,208.0   (mgal)                       NAVD 88
 CZ1500
 CZ1500  VERT ORDER  -  FIRST     CLASS II
 CZ1500
 CZ1500.The horizontal coordinates were scaled from a topographic map and have
 CZ1500.an estimated accuracy of +/- 6 seconds.
 CZ1500
 CZ1500.The orthometric height was determined by differential leveling
 CZ1500.and adjusted in June 1991.
 CZ1500
 CZ1500.The geoid height was determined by GEOID03.
 CZ1500
 CZ1500.The dynamic height is computed by dividing the NAVD 88
 CZ1500.geopotential number by the normal gravity value computed on the
 CZ1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1500.degrees latitude (g = 980.6199 gals.).
 CZ1500
 CZ1500.The modeled gravity was interpolated from observed gravity values.
 CZ1500
 CZ1500;                    North         East    Units  Estimated Accuracy
 CZ1500;SPC AZ C     -   121,680.      303,630.      MT  (+/- 180 meters Scaled)
 CZ1500
 CZ1500                          SUPERSEDED SURVEY CONTROL
 CZ1500
 CZ1500.No superseded survey control is available for this station.
 CZ1500
 CZ1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA037508(NAD 83)
 CZ1500_MARKER: Z = SEE DESCRIPTION
 CZ1500_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 CZ1500_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 CZ1500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1500+STABILITY: POSITION/ELEVATION WELL
 CZ1500
 CZ1500  HISTORY     - Date     Condition        Report By
 CZ1500  HISTORY     - UNK      MONUMENTED       USGS
 CZ1500  HISTORY     - 1980     GOOD             NGS
 CZ1500
 CZ1500                          STATION DESCRIPTION
 CZ1500
 CZ1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1500'14.5 KM SOUTH FROM TUCSON.
 CZ1500'14.5 KILOMETERS (9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ1500'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ1500'SOUTH OF RAILROAD MILEPOST 993, 0.4 KILOMETER (0.25 MILE)
 CZ1500'NORTH OF THE T-JUNCTION OF U S HIGHWAY 89 AND HUGES ACCESS
 CZ1500'ROAD, 95.1 METERS (312.0 FEET) WEST OF THE CENTERLINE OF THE
 CZ1500'HIGHWAY, 88.7 METERS (291.0 FEET) WEST OF STATION XAVIER, 1.9
 CZ1500'METERS (6.0 FEET) NORTH OF BM M 419, THE BM IS A + ON A 2 INCH
 CZ1500'GALVANIZED STEEL PIPE INCASED IN A CASING TO THE DEPTH OF 800
 CZ1500'FEET AND IS AN ABANDONED CITY OF TUCSON WATER WELL NOW USED
 CZ1500'BY THE USGS AS A COMPACTION STATION, THE WELL IS ENCLOSED IN
 CZ1500'IN A 3 BY 12  FOOT METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1155 ***********************************************************************
 CG1155  DESIGNATION -  SC 30
 CG1155  PID         -  CG1155
 CG1155  STATE/COUNTY-  AZ/PIMA
 CG1155  USGS QUAD   -  SAHUARITA (1981)
 CG1155
 CG1155                         *CURRENT SURVEY CONTROL
 CG1155  ___________________________________________________________________
 CG1155* NAD 83(2007)-  31 59 12.21841(N)    110 54 07.71032(W)     ADJUSTED  
 CG1155* NAVD 88     -       835.5    (meters)    2741.     (feet)  VERTCON   
 CG1155  ___________________________________________________________________
 CG1155  EPOCH DATE  -        2007.00
 CG1155  X           -  -1,932,111.494 (meters)                     COMP
 CG1155  Y           -  -5,059,132.389 (meters)                     COMP
 CG1155  Z           -   3,359,610.232 (meters)                     COMP
 CG1155  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CG1155  ELLIP HEIGHT-         806.107 (meters)          (02/10/07) ADJUSTED
 CG1155  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CG1155
 CG1155  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1155  Type    PID    Designation                      North   East  Ellip
 CG1155  -------------------------------------------------------------------
 CG1155  NETWORK CG1155 SC 30                             0.57   0.88   2.96
 CG1155  -------------------------------------------------------------------
 CG1155
 CG1155.The horizontal coordinates were established by GPS observations
 CG1155.and adjusted by the National Geodetic Survey in February 2007.
 CG1155
 CG1155.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1155.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1155.The horizontal coordinates are valid at the epoch date displayed above.
 CG1155.The epoch date for horizontal control is a decimal equivalence
 CG1155.of Year/Month/Day.
 CG1155
 CG1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1155
 CG1155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1155
 CG1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1155
 CG1155.The ellipsoidal height was determined by GPS observations
 CG1155.and is referenced to NAD 83.
 CG1155
 CG1155.The geoid height was determined by GEOID03.
 CG1155
 CG1155;                    North         East     Units Scale Factor Converg.
 CG1155;SPC AZ C     -   109,845.063   309,232.081   MT  1.00001332   +0 32 14.8
 CG1155;SPC AZ C     -   360,384.06  1,014,540.95   iFT  1.00001332   +0 32 14.8
 CG1155;UTM  12      - 3,538,968.702   509,244.567   MT  0.99960105   +0 03 06.6
 CG1155
 CG1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1155!SPC AZ C     -   0.99987344  x   1.00001332  =   0.99988676
 CG1155!UTM  12      -   0.99987344  x   0.99960105  =   0.99947454
 CG1155
 CG1155                          SUPERSEDED SURVEY CONTROL
 CG1155
 CG1155  ELLIP H (06/11/02)  806.141  (m)                       GP(       ) 4 2
 CG1155  NAD 83(1992)-  31 59 12.21793(N)    110 54 07.70930(W) AD(       ) 1
 CG1155  ELLIP H (08/23/93)  806.221  (m)                       GP(       ) 4 2
 CG1155  NAD 83(1986)-  31 59 12.21265(N)    110 54 07.70783(W) AD(       ) 1
 CG1155  NGVD 29 (05/25/90)  834.9    (m)         2739.     (f) GPS OBS     3  
 CG1155
 CG1155.Superseded values are not recommended for survey control.
 CG1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1155.See file dsdata.txt to determine how the superseded data were derived.
 CG1155
 CG1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0924538969(NAD 83)
 CG1155_MARKER: DD = SURVEY DISK
 CG1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1155+STABILITY: SURFACE MOTION
 CG1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1155+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CG1155
 CG1155  HISTORY     - Date     Condition        Report By
 CG1155  HISTORY     - 1987     MONUMENTED       USGS
 CG1155  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG1155
 CG1155                          STATION DESCRIPTION
 CG1155
 CG1155'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (SA)
 CG1155'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 CG1155'SOUTH-SOUTHEAST OF SOUTH TUCSON,
 CG1155'6.4 KM (4 MI) NORTHEAST OF SAHUARITA AND NEAR A U.S. GEOLOGICAL
 CG1155'SURVEY EXTENSOMETER BUILDING.
 CG1155'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CG1155'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CG1155'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CG1155'602-629-6223.
 CG1155'
 CG1155'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 89
 CG1155'(NOGALES HIGHWAY) AND SAHUARITA RD IN SAHUARITA, GO
 CG1155'EAST FOR 2.6 KM (1.6 MI) ON SAHUARITA RD TO A PAVED ROAD RIGHT,
 CG1155'COUNTRY CLUB RD.
 CG1155'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.2 KM (0.15 MI) ON
 CG1155'SAHUARITA RD TO A POWERLINE CROSSING.
 CG1155'TURN LEFT AND GO NORTH FOR 2.5 KM (1.55 MI) ON A DIRT ROAD, ALONG
 CG1155'AND UNDER POWERLINE, TO A DIRT CROSSROAD.
 CG1155'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.3 KM (0.2 MI) ON THE
 CG1155'DIRT ROAD TO A DIRT ROAD RIGHT AND CITY OF TUCSON WELL SC 23.
 CG1155'TURN RIGHT AND GO EAST FOR 1.3 KM (0.8 MI) ON THE DIRT ROAD TO A
 CG1155'CITY OF TUCSON WELL AND A DIRT ROAD LEFT.
 CG1155'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE DIRT ROAD TO A
 CG1155'FORK.
 CG1155'FOLLOW THE RIGHT FORK AND GO NORTH FOR 0.2 KM (0.1 MI) ON A DIRT
 CG1155'ROAD, CROSSING A CULVERT AND WASH AND GOING BACK TO THE MAIN DIRT
 CG1155'ROAD.
 CG1155'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE
 CG1155'DIRT ROAD TO A LARGE CULVERT AND A DIRT ROAD T-JUNCTION.
 CG1155'TURN RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON THE DIRT ROAD TO THE
 CG1155'STATION ON THE RIGHT, AT AN EXTENSOMETER SITE.
 CG1155'
 CG1155'THE STATION IS A STANDARD USGS GAGING STATION DISK
 CG1155'STAMPED---SC-30 1987---,
 CG1155'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CG1155'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 CG1155'24.84 METERS (81.5 FT) NORTH FROM THE NORTHWEST CORNER OF A CHAIN
 CG1155'LINK FENCE AROUND EXTENSOMETER BUILDING,
 CG1155'13.72 METERS (45.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 CG1155'OF THE DIRT ROAD AND
 CG1155'1.49 METERS (4.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CG1155'
 CG1155'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CG1155'
 CG1155'THIS STATION SUITABLE FOR GPS SURVEYS.
 CG1155'
 CG1155'DESCRIBED BY D.F. CALLAHAN.
 CG1155
 CG1155                          STATION RECOVERY (1995)
 CG1155
 CG1155'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0620 ***********************************************************************
 CG0620  DESIGNATION -  SCA 1 2
 CG0620  PID         -  CG0620
 CG0620  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0620  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0620
 CG0620                         *CURRENT SURVEY CONTROL
 CG0620  ___________________________________________________________________
 CG0620* NAD 83(1992)-  31 29 06.11368(N)    111 00 14.88249(W)     NO CHECK  
 CG0620* NAVD 88     -      1038.532  (meters)    3407.25   (feet)  ADJUSTED  
 CG0620  ___________________________________________________________________
 CG0620  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CG0620  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0620  DYNAMIC HT  -        1036.945 (meters)    3402.04  (feet)  COMP
 CG0620  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 CG0620
 CG0620  HORZ ORDER  -  THIRD
 CG0620  VERT ORDER  -  FIRST     CLASS II
 CG0620
 CG0620.The horizontal coordinates were established by classical geodetic methods
 CG0620.and adjusted by the National Geodetic Survey in August 1993.
 CG0620.No horizontal observational check was made to the station.
 CG0620
 CG0620.The orthometric height was determined by differential leveling
 CG0620.and adjusted in June 1991.
 CG0620
 CG0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0620
 CG0620.The geoid height was determined by GEOID03.
 CG0620
 CG0620.The dynamic height is computed by dividing the NAVD 88
 CG0620.geopotential number by the normal gravity value computed on the
 CG0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0620.degrees latitude (g = 980.6199 gals.).
 CG0620
 CG0620.The modeled gravity was interpolated from observed gravity values.
 CG0620
 CG0620;                    North         East     Units Scale Factor Converg.
 CG0620;SPC AZ C     -    54,132.449   300,059.536   MT  0.99999268   +0 28 35.8
 CG0620;SPC AZ C     -   177,599.90    984,447.30   iFT  0.99999268   +0 28 35.8
 CG0620;UTM  12      - 3,483,357.649   499,607.353   MT  0.99960000   -0 00 07.8
 CG0620
 CG0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0620!SPC AZ C     -   0.99984159  x   0.99999268  =   0.99983427
 CG0620!UTM  12      -   0.99984159  x   0.99960000  =   0.99944165
 CG0620
 CG0620|---------------------------------------------------------------------|
 CG0620| PID    Reference Object                     Distance      Geod. Az  |
 CG0620|                                                           dddmmss.s |
 CG0620| CG0622 SCA 1 2 RM 4                         13.469 METERS 14431     |
 CG0620| CG0619 SCA 1                               124.135 METERS 14431     |
 CG0620| CG0217 ADOBE                               APPROX. 5.5 KM 1443117.0 |
 CG0620| CG0621 SCA 1 2 RM 3                          7.553 METERS 34120     |
 CG0620|---------------------------------------------------------------------|
 CG0620
 CG0620                          SUPERSEDED SURVEY CONTROL
 CG0620
 CG0620  NAD 83(1986)-  31 29 06.10146(N)    111 00 14.87820(W) AD(       ) 3
 CG0620  NAD 27      -  31 29 05.76810(N)    111 00 12.56020(W) AD(       ) 3
 CG0620  NGVD 29 (07/19/86) 1037.67   (m)         3404.4    (f) LEVELING    3  
 CG0620
 CG0620.Superseded values are not recommended for survey control.
 CG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0620.See file dsdata.txt to determine how the superseded data were derived.
 CG0620
 CG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9960783358(NAD 83)
 CG0620_MARKER: DS = TRIANGULATION STATION DISK
 CG0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0620_STAMPING: SCA 1-2 1964
 CG0620_PROJECTION: PROJECTING 12 CENTIMETERS
 CG0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0620+STABILITY: SURFACE MOTION
 CG0620
 CG0620  HISTORY     - Date     Condition        Report By
 CG0620  HISTORY     - 1964     MONUMENTED       AZHD
 CG0620  HISTORY     - 1964     GOOD             CGS
 CG0620  HISTORY     - 1980     GOOD             NGS
 CG0620
 CG0620                          STATION DESCRIPTION
 CG0620
 CG0620'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 CG0620'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 89, 0.6
 CG0620'MILE SOUTH OF MILEPOST 13 AND ABOUT 6 MILES SOUTH OF TUMACACORI.
 CG0620'
 CG0620'TO REACH THE STATION FROM THE TUMACACORI NATIONAL MONUMENT, GO
 CG0620'SOUTHERLY ON U.S. HIGHWAY 89 FOR 6.4 MILES TO THE STATION ON THE
 CG0620'RIGHT.
 CG0620'
 CG0620'THE STATION MARK IS A STANDARD DISK STAMPED SCA-1-2 1964, SET IN A
 CG0620'ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  AFTER HIGHWAY
 CG0620'CONSTRUCTION, IT WILL BE APPROXIMATELY 5 FEET WEST OF THE WEST
 CG0620'RIGHT-OF-WAY FENCE AND 5 FEET SOUTHEAST OF THE WITNESS POST.
 CG0620'
 CG0620'R.M. 3 IS A STANDARD DISK STAMPED SCA-1-2 NO 3 1964, SET IN A
 CG0620'ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  AFTER HIGHWAY
 CG0620'CONSTRUCTION, IT WILL BE APPROXIMATELY 5 FEET WEST OF THE
 CG0620'RIGHT-OF-WAY FENCE.
 CG0620'
 CG0620'R.M. 4 IS A STANDARD DISK STAMPED SCA-1-2 NO 4 1964, SET IN A
 CG0620'ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  AFTER HIGHWAY
 CG0620'CONSTRUCTION, IT WILL BE APPROXIMATELY 5 FEET EAST OF THE WEST
 CG0620'RIGHT-OF-WAY FENCE.
 CG0620'
 CG0620'TRIANGULATION STATION ADOBE CAN BE USED AS AN AZIMUTH MARK.
 CG0620'SEE DESCRIPTION THEREOF.
 CG0620
 CG0620                          STATION RECOVERY (1964)
 CG0620
 CG0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 CG0620'6.4 MI S FROM TUMACACORI.
 CG0620'ABOUT 6.4 MI. S. ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0620'TUMACACORI, 5 FEET W. OF THE WEST RIGHT-OF-WAY FENCE, 5 FEET SE. OF
 CG0620'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 CG0620'INCHES.
 CG0620
 CG0620                          STATION RECOVERY (1980)
 CG0620
 CG0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0620'10.6 KILOMETERS (6.6 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19
 CG0620'FROM THE TUMACACORI INTERCHANGE AT TUMACACORI, AT KILOMETER POST 20,
 CG0620'31.6 METERS (104 FEET) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 CG0620'TRAFFIC LANE, 7.2 METERS (23.5 FEET) NORTH OF THE CENTER OF A MANHOLE
 CG0620'COVER PROJECTING 0.6 METER (2 FEET) AND 1.3 METERS (4.3 FEET)
 CG0620'SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CG0620'THE MARK IS 1.1 METERS  E FROM A WITNESS POST.
 CG0620'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0621 ***********************************************************************
 CG0621  DESIGNATION -  SCA 1 2 RM 3
 CG0621  PID         -  CG0621
 CG0621  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0621  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0621
 CG0621                         *CURRENT SURVEY CONTROL
 CG0621  ___________________________________________________________________
 CG0621* NAD 83(1986)-  31 29 06.     (N)    111 00 14.     (W)     SCALED    
 CG0621* NAVD 88     -      1038.444  (meters)    3406.96   (feet)  ADJUSTED  
 CG0621  ___________________________________________________________________
 CG0621  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0621  DYNAMIC HT  -        1036.858 (meters)    3401.76  (feet)  COMP
 CG0621  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 CG0621
 CG0621  VERT ORDER  -  FIRST     CLASS II
 CG0621
 CG0621.The horizontal coordinates were scaled from a topographic map and have
 CG0621.an estimated accuracy of +/- 6 seconds.
 CG0621
 CG0621.The orthometric height was determined by differential leveling
 CG0621.and adjusted in June 1991.
 CG0621
 CG0621.The geoid height was determined by GEOID03.
 CG0621
 CG0621.The dynamic height is computed by dividing the NAVD 88
 CG0621.geopotential number by the normal gravity value computed on the
 CG0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0621.degrees latitude (g = 980.6199 gals.).
 CG0621
 CG0621.The modeled gravity was interpolated from observed gravity values.
 CG0621
 CG0621;                    North         East    Units  Estimated Accuracy
 CG0621;SPC AZ C     -    54,130.      300,080.      MT  (+/- 180 meters Scaled)
 CG0621
 CG0621                          SUPERSEDED SURVEY CONTROL
 CG0621
 CG0621.No superseded survey control is available for this station.
 CG0621
 CG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV996833(NAD 83)
 CG0621_MARKER: DR = REFERENCE MARK DISK
 CG0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0621_STAMPING: SCA 1-2 NO. 3 1964
 CG0621_PROJECTION: PROJECTING 15 CENTIMETERS
 CG0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0621+STABILITY: SURFACE MOTION
 CG0621
 CG0621  HISTORY     - Date     Condition        Report By
 CG0621  HISTORY     - 1964     MONUMENTED       CGS
 CG0621  HISTORY     - 1980     GOOD             NGS
 CG0621
 CG0621                          STATION DESCRIPTION
 CG0621
 CG0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CG0621'6.4 MI S FROM TUMACACORI.
 CG0621'ABOUT 6.4 MI. S. ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0621'TUMACACORI, 5 FEET W. OF A RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A
 CG0621'ROUND CONCRETE POST PROJECTING 2 INCHES.
 CG0621
 CG0621                          STATION RECOVERY (1980)
 CG0621
 CG0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0621'10.6 KILOMETERS (6.6 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 19 FROM
 CG0621'THE INTERCHANGE AT TUMACACORI, AT KILOMETER POST 20, 31.5 METERS
 CG0621'(104 FEET) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND TRAFFIC
 CG0621'LANE, 14.4 METERS (47 FEET) NORTHWEST OF THE CENTER OF A MANHOLE
 CG0621'COVER, 7.6 METERS (25 FEET) NORTHWEST OF STATION SCA 1-2 AND 1.3
 CG0621'METERS (4.2 FEET) SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CG0621'THE MARK IS 6.6 METERS  NW FROM A WITNESS POST.
 CG0621'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0622 ***********************************************************************
 CG0622  DESIGNATION -  SCA 1 2 RM 4
 CG0622  PID         -  CG0622
 CG0622  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0622  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0622
 CG0622                         *CURRENT SURVEY CONTROL
 CG0622  ___________________________________________________________________
 CG0622* NAD 83(1986)-  31 29 06.     (N)    111 00 14.     (W)     SCALED    
 CG0622* NAVD 88     -      1038.854  (meters)    3408.31   (feet)  ADJUSTED  
 CG0622  ___________________________________________________________________
 CG0622  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0622  DYNAMIC HT  -        1037.267 (meters)    3403.10  (feet)  COMP
 CG0622  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 CG0622
 CG0622  VERT ORDER  -  FIRST     CLASS II
 CG0622
 CG0622.The horizontal coordinates were scaled from a topographic map and have
 CG0622.an estimated accuracy of +/- 6 seconds.
 CG0622
 CG0622.The orthometric height was determined by differential leveling
 CG0622.and adjusted in June 1991.
 CG0622
 CG0622.The geoid height was determined by GEOID03.
 CG0622
 CG0622.The dynamic height is computed by dividing the NAVD 88
 CG0622.geopotential number by the normal gravity value computed on the
 CG0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0622.degrees latitude (g = 980.6199 gals.).
 CG0622
 CG0622.The modeled gravity was interpolated from observed gravity values.
 CG0622
 CG0622;                    North         East    Units  Estimated Accuracy
 CG0622;SPC AZ C     -    54,130.      300,080.      MT  (+/- 180 meters Scaled)
 CG0622
 CG0622                          SUPERSEDED SURVEY CONTROL
 CG0622
 CG0622.No superseded survey control is available for this station.
 CG0622
 CG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV996833(NAD 83)
 CG0622_MARKER: DR = REFERENCE MARK DISK
 CG0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0622_STAMPING: SCA 1-2 NO. 4 1964
 CG0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0622+STABILITY: SURFACE MOTION
 CG0622
 CG0622  HISTORY     - Date     Condition        Report By
 CG0622  HISTORY     - 1964     MONUMENTED       CGS
 CG0622
 CG0622                          STATION DESCRIPTION
 CG0622
 CG0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CG0622'6.4 MI S FROM TUMACACORI.
 CG0622'ABOUT 6.4 MI. S. ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0622'TUMACACORI, 5 FEET E. OF THE RIGHT-OF-WAY FENCE LINE, AND SET IN THE
 CG0622'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1035 ***********************************************************************
 CG1035  DESIGNATION -  SCA 2
 CG1035  PID         -  CG1035
 CG1035  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1035  USGS QUAD   -  RIO RICO (1981)
 CG1035
 CG1035                         *CURRENT SURVEY CONTROL
 CG1035  ___________________________________________________________________
 CG1035* NAD 83(1992)-  31 24 10.83734(N)    110 57 48.27837(W)     ADJUSTED  
 CG1035* NAVD 88     -      1118.     (meters)    3668.     (feet)  SCALED    
 CG1035  ___________________________________________________________________
 CG1035  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CG1035  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1035  HORZ ORDER  -  SECOND
 CG1035
 CG1035.The horizontal coordinates were established by classical geodetic methods
 CG1035.and adjusted by the National Geodetic Survey in August 1993.
 CG1035
 CG1035.The orthometric height was scaled from a topographic map.
 CG1035
 CG1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1035
 CG1035.The geoid height was determined by GEOID03.
 CG1035
 CG1035;                    North         East     Units Scale Factor Converg.
 CG1035;SPC AZ C     -    45,071.411   304,007.750   MT  1.00000132   +0 29 48.2
 CG1035;SPC AZ C     -   147,872.08    997,400.75   iFT  1.00000132   +0 29 48.2
 CG1035;UTM  12      - 3,474,267.583   503,478.264   MT  0.99960015   +0 01 08.6
 CG1035
 CG1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1035!SPC AZ C     -   0.99982913  x   1.00000132  =   0.99983045
 CG1035!UTM  12      -   0.99982913  x   0.99960015  =   0.99942934
 CG1035
 CG1035:                Primary Azimuth Mark                     Grid Az
 CG1035:SPC AZ C     -  SCA 2 AZ MK                              009 37 23.4
 CG1035:UTM  12      -  SCA 2 AZ MK                              010 06 03.0
 CG1035
 CG1035|---------------------------------------------------------------------|
 CG1035| PID    Reference Object                     Distance      Geod. Az  |
 CG1035|                                                           dddmmss.s |
 CG1035| CC8203 SCA 2 AZ MK                                        0100711.6 |
 CG1035| CC8204 SCA 2 AZ MK RESET                                  0365538.3 |
 CG1035| CC8209 SCA 2 2 RM 5 AZIMUTH                               03734     |
 CG1035| CG1025 NOGALES RADIO STA KNOG MAST         APPROX. 7.2 KM 1373607.0 |
 CG1035| CG1034 SCA 2 2                             337.494 METERS 13857     |
 CG1035| CC8205 SCA 2 RM 1                           13.138 METERS 23250     |
 CG1035| CC8206 SCA 2 RM 2                           10.571 METERS 30815     |
 CG1035|---------------------------------------------------------------------|
 CG1035
 CG1035                          SUPERSEDED SURVEY CONTROL
 CG1035
 CG1035  NAD 83(1986)-  31 24 10.82450(N)    110 57 48.27387(W) AD(       ) 2
 CG1035  NAD 27      -  31 24 10.47700(N)    110 57 45.95740(W) AD(       ) 2
 CG1035
 CG1035.Superseded values are not recommended for survey control.
 CG1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1035.See file dsdata.txt to determine how the superseded data were derived.
 CG1035
 CG1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0347874268(NAD 83)
 CG1035_MARKER: DS = TRIANGULATION STATION DISK
 CG1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1035+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 CG1035
 CG1035  HISTORY     - Date     Condition        Report By
 CG1035  HISTORY     - 1959     MONUMENTED       CGS
 CG1035  HISTORY     - 1965     GOOD             AZHD
 CG1035  HISTORY     - 1967     GOOD             AZHD
 CG1035  HISTORY     - 1971     GOOD             AZHD
 CG1035  HISTORY     - 1973     GOOD             NGS
 CG1035  HISTORY     - 20081118 GOOD             IBWC
 CG1035
 CG1035                          STATION DESCRIPTION
 CG1035
 CG1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1035'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE MEXICO BORDER,
 CG1035'0.15 MILE WEST OF U.S. HIGHWAY 89, ABOUT 150 FEET EAST OF THE
 CG1035'HIGHEST POINT OF AN EAST-WEST RIDGE.
 CG1035'
 CG1035'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAY 82
 CG1035'AND U.S. HIGHWAY 89 ON THE NORTH END OF NOGALES, GO NORTH ON
 CG1035'U.S. HIGHWAY 89 FOR 4.6 MILES TO A HIGH CUT BANK ON THE LEFT,
 CG1035'WEST, SIDE OF THE ROAD AND THE END OF A TRUCK TRAVEL.  PACK WEST
 CG1035'TO THE TOP OF THE RIDGE AND THE STATION.  THIS IS A 10 MINUTE
 CG1035'PACK.
 CG1035'
 CG1035'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 CG1035'AHEAD, NORTH, ON U.S. HIGHWAY 89 FOR 0.4 MILE TO THE AZIMUTH MARK
 CG1035'ON THE RIGHT, EAST, SIDE OF THE ROAD.
 CG1035'
 CG1035'THE STATION MARK, STAMPED SCA 2 1959, IS A STANDARD DISK SET IN
 CG1035'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 CG1035'IT IS 13.0 FEET NORTHEAST OF THE WITNESS POST.
 CG1035'
 CG1035'REFERENCE MARK NO. 1, STAMPED SCA 2 NO 1 1959, IS A STANDARD DISK
 CG1035'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG1035'4 INCHES.  IT IS 36.9 FEET SOUTHEAST OF THE WITNESS POST.
 CG1035'
 CG1035'REFERENCE MARK NO. 2, STAMPED SCA 2 NO 2 1959, IS A STANDARD DISK
 CG1035'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG1035'6 INCHES.  IT IS 23.0 FEET NORTHWEST OF THE WITNESS POST.
 CG1035'
 CG1035'THE AZIMUTH MARK, STAMPED SCA 2 1959, IS A STANDARD DISK CEMENTED
 CG1035'IN A DRILL HOLE IN THE CURBING OF THE U.S. HIGHWAY 89 AND PROJECTS
 CG1035'6 INCHES.  IT IS 6.1 FEET WEST OF A WITNESS POST AND 20.5 FEET
 CG1035'EAST OF THE CENTERLINE OF U.S. HIGHWAY 89.
 CG1035
 CG1035                          STATION RECOVERY (1965)
 CG1035
 CG1035'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1965
 CG1035'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 CG1035'RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.  THE
 CG1035'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION, BUT IT WAS DETERMINED
 CG1035'BY THE ARIZONA HIGHWAY DEPARTMENT ENGINEERS THAT THE MARK WOULD
 CG1035'SOON BE DESTROYED SO THEY ESTABLISHED A NEW AZIMUTH MARK.
 CG1035'
 CG1035'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE ARIZONA-MEXICO
 CG1035'BORDER, 0.15 MILE WEST OF U.S. HIGHWAY 89, AND ABOUT 150 FEET EAST
 CG1035'OF THE HIGHEST POINT OF AN EAST-WEST RIDGE.
 CG1035'
 CG1035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89 AND
 CG1035'ARIZONA STATE HIGHWAY 82, AT THE NORTH EDGE OF NOGALES, DRIVE
 CG1035'NORTH ON U.S. HIGHWAY 89 FOR 4.6 MILES TO A HIGH CUT-BANK ON THE
 CG1035'LEFT, WEST, SIDE OF THE ROAD AND THE END OF TRUCK TRAVEL.  ASCEND
 CG1035'THE BANK AND PACK WEST ALONG THE TOP OF THE RIDGE FOR ABOUT 10
 CG1035'MINUTES TO THE STATION.
 CG1035'
 CG1035'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON THE HIGHWAY FOR 1.4
 CG1035'MILES TO THE PENA BLANCA ROAD JUNCTION.  TURN RIGHT AND DRIVE
 CG1035'EAST FOR 0.2 MILES TO A BRIDGE.  CROSS THE BRIDGE, THENCE CONTINUE
 CG1035'SOUTHERLY FOR 1.0 MILE TO A CONCRETE BOX CULVERT AND THE MARK.
 CG1035'
 CG1035'THE STATION MARK, STAMPED SCA 2 1959, IS A STANDARD DISK SET IN
 CG1035'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 CG1035'ABOVE THE GROUND SURFACE.  IT IS 13 FEET NORTHEAST OF A WITNESS
 CG1035'POST.
 CG1035'
 CG1035'REFERENCE MARK 1, STAMPED SCA 2 NO 1 1959, IS A STANDARD DISK SET
 CG1035'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 CG1035'INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET SOUTHEAST OF THE
 CG1035'WITNESS POST.
 CG1035'
 CG1035'REFERENCE MARK 2, STAMPED SCA 2 NO 2 1959, IS A STANDARD DISK SET
 CG1035'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 CG1035'ABOVE THE GROUND SURFACE.  IT IS 23 FEET NORTHWEST OF THE WITNESS
 CG1035'POST.
 CG1035'
 CG1035'THE AZIMUTH MARK, STAMPED SCA 2 RESET 1965, IS A STANDARD DISK
 CG1035'CEMENTED IN THE TOP OF THE BED OF A CONCRETE BOX CULVERT.  7 FEET
 CG1035'SOUTH AND 7 FEET NORTH OF THE EDGES OF THE TOP OF THE BOX CULVERT,
 CG1035'AND 3.0 FEET EAST OF THE WEST HEADWALL.  THE DISK IS SET FLUSH.
 CG1035'
 CG1035'THE ORIGINAL AZIMUTH MARK, A STANDARD DISK STAMPED SCA 2 1959, WAS
 CG1035'DESTROYED BY THE ARIZONA HIGHWAY DEPARTMENT AFTER THEY HAD RESET
 CG1035'THE NEW MARK.
 CG1035
 CG1035                          STATION RECOVERY (1967)
 CG1035
 CG1035'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 CG1035'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 CG1035'AZIMUTH MARK RESET IN 1965 WERE RECOVERED AS DESCRIBED AND FOUND
 CG1035'IN GOOD CONDITION.
 CG1035'
 CG1035'THE STATION WAS OCCUPIED AT THIS TIME AND AN ANGLE WAS OBSERVED
 CG1035'BETWEEN STATION ADOBE 1935 AND THE AZIMUTH MARK.
 CG1035'
 CG1035'NEW DESCRIPTION INFORMATION FOR THE AZIMUTH MARK.
 CG1035'
 CG1035'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 82
 CG1035'AND U.S. HIGHWAY 89 ON THE NORTH SIDE OF NOGALES, GO NORTH ON
 CG1035'U.S. HIGHWAY 89 FOR 6.15 MILES TO JUNCTION OF OLD TUCSON ROAD
 CG1035'ON THE RIGHT AND STATE HIGHWAY 289 ON THE LEFT, TURN RIGHT AND
 CG1035'GO EAST AND THEN SOUTH FOR 1.25 MILES TO A BOX CULVERT AND THE
 CG1035'MARK ON TOP NEAR WEST CURB.
 CG1035'
 CG1035'THE DISK IS STAMPED SCA 2 RESET 1965 AND IS SET 3 FEET EAST OF
 CG1035'WEST CURB IN THE CENTER OF THE DECK OF A 15-FOOT CONCRETE CULVERT.
 CG1035'
 CG1035'ON THE EAST CURB OF CULVERT IS AN ARIZONA HIGHWAY DISK STAMPED
 CG1035'ELEV 3566.66, STATION 246 + 64 - 1931.
 CG1035
 CG1035                          STATION RECOVERY (1971)
 CG1035
 CG1035'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RG)
 CG1035'SCA-2 1959--RECOVERED AS DESCRIBED.
 CG1035'
 CG1035'SCA-2 R.M. 1--RECOVERED AS DESCRIBED.
 CG1035'
 CG1035'SCA-2 R.M. 2--RECOVERED AS DESCRIBED.
 CG1035'
 CG1035'SCA-2 AZ. MK RESET--NOT RECOVERED.
 CG1035'
 CG1035'TO REACH FROM MAIN GATE BETWEEN NOGALES ARIZ. AND NOGALES SENORA
 CG1035'MEXICO, GO N. ON I-19 FOR 5.7 MILES, 0.9 MILES N OF M.P. 5.  THE
 CG1035'STATION IS ON TOP OF A RIDGE ON W. SIDE OF I-19, .2 MILES W OF
 CG1035'I-19.
 CG1035
 CG1035                          STATION RECOVERY (1973)
 CG1035
 CG1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CG1035'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CG1035'FOUND IN GOOD CONDITION.  THE 1965 AZIMUTH MARK WAS NOT SEARCHED
 CG1035'FOR AT THIS TIME.
 CG1035'
 CG1035'THE STATION WAS MOVED AT THIS TIME TO PERMIT DEVELOPMENT OF THE
 CG1035'AREA.  THE OLD MARKS WERE LEFT IN PLACE.
 CG1035'
 CG1035'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CG1035'
 CG1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 CG1035'NOGALES
 CG1035
 CG1035                          STATION RECOVERY (2008)
 CG1035
 CG1035'RECOVERY NOTE BY INT BDRY WTR COMM 2008 (JBB)
 CG1035'TO REACH MARK FROM THE INTERSECTION OF INTERSTATE 19 AND ARIZONA 289
 CG1035'TAKE THE WEST FRONTAGE ROAD 1.7 MILES SOUTH TO A DIRT ROAD ON THE
 CG1035'RIGHT. TAKE DIRT ROAD TO SHARP CURVE TO THE RIGHT. FROM HERE WALK
 CG1035'THROUGH GAP IN FENCE AND UP HILL ON OLD DIRT TRACK APPROXIMATELY 400'
 CG1035'TO MARK ON THE LEFT AT THE TOP OF THE HILL. MARK IS 1.5' BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1034 ***********************************************************************
 CG1034  DESIGNATION -  SCA 2 2
 CG1034  PID         -  CG1034
 CG1034  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1034  USGS QUAD   -  RIO RICO (1981)
 CG1034
 CG1034                         *CURRENT SURVEY CONTROL
 CG1034  ___________________________________________________________________
 CG1034* NAD 83(1992)-  31 24 02.57285(N)    110 57 39.88931(W)     NO CHECK  
 CG1034* NAVD 88     -      1118.     (meters)    3668.     (feet)  SCALED    
 CG1034  ___________________________________________________________________
 CG1034  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 CG1034  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG1034  HORZ ORDER  -  THIRD
 CG1034
 CG1034.The horizontal coordinates were established by classical geodetic methods
 CG1034.and adjusted by the National Geodetic Survey in August 1993.
 CG1034.No horizontal observational check was made to the station.
 CG1034
 CG1034.The orthometric height was scaled from a topographic map.
 CG1034
 CG1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1034
 CG1034.The geoid height was determined by GEOID03.
 CG1034
 CG1034;                    North         East     Units Scale Factor Converg.
 CG1034;SPC AZ C     -    44,818.806   304,231.565   MT  1.00000182   +0 29 52.5
 CG1034;SPC AZ C     -   147,043.33    998,135.06   iFT  1.00000182   +0 29 52.5
 CG1034;UTM  12      - 3,474,013.222   503,699.877   MT  0.99960017   +0 01 13.0
 CG1034
 CG1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1034!SPC AZ C     -   0.99982913  x   1.00000182  =   0.99983095
 CG1034!UTM  12      -   0.99982913  x   0.99960017  =   0.99942936
 CG1034
 CG1034|---------------------------------------------------------------------|
 CG1034| PID    Reference Object                     Distance      Geod. Az  |
 CG1034|                                                           dddmmss.s |
 CG1034| CC8208 SCA 2 2 RM 4                          3.888 METERS 10354     |
 CG1034| CC8207 SCA 2 2 RM 3                          4.965 METERS 20341     |
 CG1034| CG1035 SCA 2                               337.494 METERS 31857     |
 CG1034| CC8209 SCA 2 2 RM 5 AZIMUTH                               3513055.2 |
 CG1034|---------------------------------------------------------------------|
 CG1034
 CG1034                          SUPERSEDED SURVEY CONTROL
 CG1034
 CG1034  NAD 83(1986)-  31 24 02.56001(N)    110 57 39.88482(W) AD(       ) 3
 CG1034  NAD 27      -  31 24 02.21363(N)    110 57 37.57002(W) AD(       ) 3
 CG1034
 CG1034.Superseded values are not recommended for survey control.
 CG1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1034.See file dsdata.txt to determine how the superseded data were derived.
 CG1034
 CG1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0370074013(NAD 83)
 CG1034_MARKER: DS = TRIANGULATION STATION DISK
 CG1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1034
 CG1034  HISTORY     - Date     Condition        Report By
 CG1034  HISTORY     - 1973     MONUMENTED       NGS
 CG1034
 CG1034                          STATION DESCRIPTION
 CG1034
 CG1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CG1034'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF NOGALES.  IT IS ON
 CG1034'TOP OF A LOW HILL WHICH IS BETWEEN THE NORTH AND SOUTH BOUND
 CG1034'LANES OF INTERSTATE HIGHWAY 19.  IT IS ABOUT 0.1 MILE WEST OF
 CG1034'THE NORTH BOUND ENTRANCE OF U.S. HIGHWAYS 89 AND 93.
 CG1034'
 CG1034'THE STATION MARK IS A STANDARD DISK STAMPED, SCA 2 2 1973.  IT IS
 CG1034'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 4
 CG1034'INCHES.  THE MARK IS ON THE HIGHEST PART OF THE HILL.
 CG1034'
 CG1034'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SCA 2 2 NO 3 1973.  IT
 CG1034'IS SET IN A DRILL HOLE IN A 12 X 14 INCH BOULDER WHICH IS FLUSH
 CG1034'WITH THE GROUND SURFACE.  THE MARK IS ABOUT 1/2 FOOT LOWER THAN
 CG1034'THE STATION.
 CG1034'
 CG1034'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, SCA 2 2 NO 4 1973.
 CG1034'IT IS SET IN A DRILL HOLE IN THE TOP OF A 1 FOOT BOULDER WHICH
 CG1034'PROJECTS 1/2 INCH ABOVE THE GROUND SURFACE.  THE MARK IS ABOUT
 CG1034'1 FOOT LOWER THAN THE STATION.
 CG1034'
 CG1034'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, SCA 2 2 NO 5 1973.
 CG1034'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CG1034'4 INCHES.  IT IS LOCATED ON THE TOP OF A LOW HILL BETWEEN THE SOUTH
 CG1034'BOUND LANE OF I-19 AND THE WEST FRONTAGE ROAD.  THE MARK IS ABOUT
 CG1034'0.3 MILE NORTH OF THE STATION.
 CG1034'
 CG1034'TO REACH THE STATION FROM NOGALES GO NORTH ALONG U.S. HIGHWAYS 89
 CG1034'AND 93 TO INTERSTATE HIGHWAY 19.  AT THIS POINT THE STATION IS
 CG1034'ABOUT 0.1 MILE WEST ON TOP OF THE HILL BETWEEN THE NORTH AND
 CG1034'SOUTH BOUND LANES.
 CG1034'
 CG1034'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1028 ***********************************************************************
 CG1028  DESIGNATION -  SCA 3
 CG1028  PID         -  CG1028
 CG1028  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1028  USGS QUAD   -  NOGALES (1981)
 CG1028
 CG1028                         *CURRENT SURVEY CONTROL
 CG1028  ___________________________________________________________________
 CG1028* NAD 83(1992)-  31 22 21.84029(N)    110 56 22.17629(W)     ADJUSTED  
 CG1028* NAVD 88     -      1159.     (meters)    3802.     (feet)  SCALED    
 CG1028  ___________________________________________________________________
 CG1028  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 CG1028  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG1028  HORZ ORDER  -  SECOND
 CG1028
 CG1028.The horizontal coordinates were established by classical geodetic methods
 CG1028.and adjusted by the National Geodetic Survey in August 1993.
 CG1028
 CG1028.The orthometric height was scaled from a topographic map.
 CG1028
 CG1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1028
 CG1028.The geoid height was determined by GEOID03.
 CG1028
 CG1028;                    North         East     Units Scale Factor Converg.
 CG1028;SPC AZ C     -    41,734.496   306,312.028   MT  1.00000653   +0 30 31.5
 CG1028;SPC AZ C     -   136,924.20  1,004,960.72   iFT  1.00000653   +0 30 31.5
 CG1028;UTM  12      - 3,470,912.936   505,753.736   MT  0.99960041   +0 01 53.4
 CG1028
 CG1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1028!SPC AZ C     -   0.99982268  x   1.00000653  =   0.99982921
 CG1028!UTM  12      -   0.99982268  x   0.99960041  =   0.99942316
 CG1028
 CG1028|---------------------------------------------------------------------|
 CG1028| PID    Reference Object                     Distance      Geod. Az  |
 CG1028|                                                           dddmmss.s |
 CG1028| CC8211 SCA 3 RM 1                           14.785 METERS 09347     |
 CG1028| CC8210 SCA 3 AZ MK                                        1261258.9 |
 CG1028| CG1025 NOGALES RADIO STA KNOG MAST         APPROX. 3.2 KM 1270751.5 |
 CG1028| CC8212 SCA 3 RM 2                           10.144 METERS 20841     |
 CG1028|---------------------------------------------------------------------|
 CG1028
 CG1028                          SUPERSEDED SURVEY CONTROL
 CG1028
 CG1028  NAD 83(1986)-  31 22 21.82718(N)    110 56 22.17163(W) AD(       ) 2
 CG1028  NAD 27      -  31 22 21.47650(N)    110 56 19.85850(W) AD(       ) 2
 CG1028
 CG1028.Superseded values are not recommended for survey control.
 CG1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1028.See file dsdata.txt to determine how the superseded data were derived.
 CG1028
 CG1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0575470913(NAD 83)
 CG1028_MARKER: DS = TRIANGULATION STATION DISK
 CG1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1028
 CG1028  HISTORY     - Date     Condition        Report By
 CG1028  HISTORY     - 1959     MONUMENTED       CGS
 CG1028  HISTORY     - 1971     GOOD             AZHD
 CG1028
 CG1028                          STATION DESCRIPTION
 CG1028
 CG1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1028'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE MEXICO BORDER
 CG1028'AND ON A SMALL HILL 0.15 MILE WEST OF THE NOGALES RANGER STATION.
 CG1028'
 CG1028'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAY 82
 CG1028'AND U.S. HIGHWAY 89 ON THE NORTH END OF NOGALES, GO NORTH ON U.S.
 CG1028'HIGHWAY 89 FOR 2.3 MILES TO THE NOGALES RANGER STATION ON THE LEFT,
 CG1028'WEST, SIDE OF THE ROAD.  TURN LEFT AND GO 0.05 MILE TO A WOODEN
 CG1028'GATE.  PASS THROUGH THE GATE AND CONTINUE WEST ON THE TRACK ROAD
 CG1028'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW
 CG1028'THE TRACK ROAD WEST AND NORTHWEST FOR 0.15 TO THE TOP OF THE HILL
 CG1028'AND THE STATION.
 CG1028'
 CG1028'TO REACH THE AZIMUTH MARK FROM THE NOGALES RANGER STATION, GO SOUTH
 CG1028'ON U.S. HIGHWAY 89 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT,
 CG1028'EAST, SIDE OF THE ROAD.
 CG1028'
 CG1028'THE STATION MARK, STAMPED SCA 3 1959, IS A STANDARD DISK SET IN
 CG1028'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CG1028'IT IS 55.6 FEET EAST OF A FENCE CORNER, 6.9 FEET SOUTH OF A FENCE,
 CG1028'AND 7.5 FEET SOUTH OF THE WITNESS POST.
 CG1028'
 CG1028'REFERENCE MARK NO. 1, STAMPED SCA 3 NO 1 1959, IS A STANDARD
 CG1028'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG1028'4 INCHES.  IT IS 1.8 FEET SOUTH OF A FENCE AND 51.8 FEET EAST OF
 CG1028'THE WITNESS POST.
 CG1028'
 CG1028'REFERENCE MARK NO. 2, STAMPED SCA 3 NO 2 1959, IS A STANDARD DISK
 CG1028'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 CG1028'INCHES.  IT IS 58.5 FEET SOUTHEAST OF A FENCE CORNER AND 39.4 FEET
 CG1028'SOUTH OF THE WITNESS POST.
 CG1028'
 CG1028'IT IS 69.4 FEET BETWEEN THE REFERENCE MARKS.
 CG1028'
 CG1028'THE AZIMUTH MARK, STAMPED SCA 3 1959, IS A STANDARD DISK SET IN
 CG1028'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 CG1028'IT IS 34.3 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 23.8 FEET
 CG1028'WEST OF THE CENTERLINE OF A RAILROAD TRACK, AND 4.2 FEET SOUTH OF
 CG1028'A WITNESS POST.
 CG1028
 CG1028                          STATION RECOVERY (1971)
 CG1028
 CG1028'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RG)
 CG1028'A.  GENERAL LOCATION 3 MI. NORTH OF MEXICO BORDER AND .15 MI.
 CG1028'W. OF THE NOGALES RANGER STA.
 CG1028'
 CG1028'B.  TO REACH 1959 DESCRIPTION GOOD.
 CG1028'
 CG1028'C.  STATION MARK AS DESCRIBED
 CG1028'
 CG1028'D.  REFERENCE MARKS AS DESCRIBED
 CG1028'
 CG1028'E.  AZIMUTH MARK NOT SEACHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1032 ***********************************************************************
 CG1032  DESIGNATION -  SCA 4
 CG1032  PID         -  CG1032
 CG1032  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1032  USGS QUAD   -  NOGALES (1981)
 CG1032
 CG1032                         *CURRENT SURVEY CONTROL
 CG1032  ___________________________________________________________________
 CG1032* NAD 83(1992)-  31 19 57.99696(N)    110 56 20.24436(W)     ADJUSTED  
 CG1032* NAVD 88     -      1225.     (meters)    4019.     (feet)  SCALED    
 CG1032  ___________________________________________________________________
 CG1032  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 CG1032  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG1032  HORZ ORDER  -  SECOND
 CG1032
 CG1032.The horizontal coordinates were established by classical geodetic methods
 CG1032.and adjusted by the National Geodetic Survey in August 1993.
 CG1032
 CG1032.The orthometric height was scaled from a topographic map.
 CG1032
 CG1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1032
 CG1032.The geoid height was determined by GEOID03.
 CG1032
 CG1032;                    North         East     Units Scale Factor Converg.
 CG1032;SPC AZ C     -    37,304.897   306,402.415   MT  1.00000674   +0 30 30.4
 CG1032;SPC AZ C     -   122,391.39  1,005,257.27   iFT  1.00000674   +0 30 30.4
 CG1032;UTM  12      - 3,466,484.538   505,807.222   MT  0.99960042   +0 01 54.3
 CG1032
 CG1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1032!SPC AZ C     -   0.99981232  x   1.00000674  =   0.99981906
 CG1032!UTM  12      -   0.99981232  x   0.99960042  =   0.99941281
 CG1032
 CG1032:                Primary Azimuth Mark                     Grid Az
 CG1032:SPC AZ C     -  BOUNDARY MON 120 MX US                   088 54 10.9
 CG1032:UTM  12      -  BOUNDARY MON 120 MX US                   089 22 47.0
 CG1032
 CG1032|---------------------------------------------------------------------|
 CG1032| PID    Reference Object                     Distance      Geod. Az  |
 CG1032|                                                           dddmmss.s |
 CG1032| CG1011 BOUNDARY MON 120 MX US              APPROX. 1.1 KM 0892441.3 |
 CG1032| CC8213 SCA 4 RM 1                            8.495 METERS 09644     |
 CG1032| CG1031 BOUNDARY MON 121 MX US                2.543 METERS 21348     |
 CG1032| CC8214 SCA 4 RM 2                            4.846 METERS 25625     |
 CG1032| CG1024 NOGALES AZHD RADIO MAST             APPROX. 1.5 KM 2925813.9 |
 CG1032|---------------------------------------------------------------------|
 CG1032
 CG1032                          SUPERSEDED SURVEY CONTROL
 CG1032
 CG1032  NAD 83(1986)-  31 19 57.98350(N)    110 56 20.23975(W) AD(       ) 2
 CG1032  NAD 27      -  31 19 57.63190(N)    110 56 17.92230(W) AD(       ) 2
 CG1032
 CG1032.Superseded values are not recommended for survey control.
 CG1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1032.See file dsdata.txt to determine how the superseded data were derived.
 CG1032
 CG1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0580766485(NAD 83)
 CG1032_MARKER: DS = TRIANGULATION STATION DISK
 CG1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1032
 CG1032  HISTORY     - Date     Condition        Report By
 CG1032  HISTORY     - 1959     MONUMENTED       CGS
 CG1032  HISTORY     - 1971     GOOD             AZHD
 CG1032
 CG1032                          STATION DESCRIPTION
 CG1032
 CG1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1032'THE STATION IS LOCATED ON A STEEP HILL IN THE SOUTHERN PART OF
 CG1032'NOGALES, ABOUT 0.2 MILE EAST OF THE EAST GATE THROUGH THE UNITED
 CG1032'STATES-MEXICO BOUNDARY FENCE.
 CG1032'
 CG1032'TO REACH THE STATION FROM THE CUSTOM HOUSE IN NOGALES, GO EASTWARD
 CG1032'ALONG THE INTERNATIONAL BOUNDARY FENCE FOR 0.3 MILE TO THE STATION
 CG1032'ON THE HIGHEST PART OF THE HILL.  A FOUR WHEEL DRIVE VEHICLE IS
 CG1032'REQUIRED TO DRIVE THE LAST 0.1 MILE.
 CG1032'
 CG1032'THE STATION MARK IS A STANDARD DISK STAMPED SCA 4 1959, SET IN A
 CG1032'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 3.9 FEET
 CG1032'NORTH OF THE BOUNDARY FENCE, 6.4 FEET NORTHWEST OF THE WITNESS
 CG1032'POST AND 7.67 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CG1032'INTERNATIONAL BOUNDARY MONUMENT NUMBER 121.
 CG1032'
 CG1032'R.M. 1 IS A STANDARD DISK STAMPED SCA 4 NO 1 1959, SET IN A DRILL
 CG1032'HOLE IN THE CONCRETE BASE FOR THE BOUNDARY FENCE, WHICH IS A
 CG1032'CONTINUOUS WALL BENEATH THE FENCE.  THE BASE IS SLIGHTLY LOWER THAN
 CG1032'THE SURFACE OF THE GROUND AT THIS POINT.  THE MARK IS 22.0 FEET
 CG1032'EAST OF THE WITNESS POST AND ABOUT 30 INCHES LOWER THAN THE STATION
 CG1032'MARK.
 CG1032'
 CG1032'R.M. 2 IS A STANDARD DISK STAMPED SCA 4 NO 2 1959, SET IN A DRILL
 CG1032'HOLE IN THE CONCRETE BASE OF THE BOUNDARY FENCE, WHICH PROJECTS 4
 CG1032'INCHES AT THIS POINT AND IS ABOUT 18 INCHES LOWER THAN THE STATION
 CG1032'MARK.  IT IS 21.3 FEET WEST OF THE WITNESS POST.
 CG1032'
 CG1032'BOUNDARY MONUMENT NO. 120 WAS USED AS AN AZIMUTH MARK.  TO REACH
 CG1032'FOLLOW THE TRACK ROAD EASTWARD ALONG THE FENCE FOR 1.0 MILE TO THE
 CG1032'MONUMENT ON THE SOUTH SIDE OF THE FENCE.
 CG1032
 CG1032                          STATION RECOVERY (1971)
 CG1032
 CG1032'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RG)
 CG1032'A.  GENERAL LOCATION BETWEEN US-MEXICO BORDER.  .2 MILES EAST OF THE
 CG1032'EAST GATE BETWEEN NOGALES ARIZ AND NOGALES SOU. MEXICO
 CG1032'
 CG1032'B.  TO REACH 1959 DESCRIPTION IS GOOD.
 CG1032'
 CG1032'C.  STATION MARK AS DESCRIBED, GOOD CONDITION.
 CG1032'
 CG1032'D.  REFERENCE MARKS--AS DESCRIBED, GOOD CONDITION.
 CG1032'
 CG1032'E.  AZIMUTH MARK BOUNDARY MON 120 AS DESCRIBED, GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2081 ***********************************************************************
 DU2081  DESIGNATION -  SCENIC
 DU2081  PID         -  DU2081
 DU2081  STATE/COUNTY-  AZ/PINAL
 DU2081  USGS QUAD   -  SUPERSTITION MTS SW (1981)
 DU2081
 DU2081                         *CURRENT SURVEY CONTROL
 DU2081  ___________________________________________________________________
 DU2081* NAD 83(1992)-  33 18 35.58077(N)    111 24 32.71407(W)     ADJUSTED  
 DU2081* NAVD 88     -       558.8    (meters)    1833.     (feet)  VERTCON   
 DU2081  ___________________________________________________________________
 DU2081  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 DU2081  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU2081  HORZ ORDER  -  SECOND
 DU2081
 DU2081.The horizontal coordinates were established by classical geodetic methods
 DU2081.and adjusted by the National Geodetic Survey in August 1993.
 DU2081
 DU2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2081
 DU2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2081
 DU2081.The geoid height was determined by GEOID03.
 DU2081
 DU2081;                    North         East     Units Scale Factor Converg.
 DU2081;SPC AZ C     -   256,231.400   260,623.935   MT  0.99992753   +0 16 43.5
 DU2081;SPC AZ C     -   840,654.20    855,065.40   iFT  0.99992753   +0 16 43.5
 DU2081;UTM  12      - 3,685,716.178   461,918.794   MT  0.99961788   -0 13 28.8
 DU2081
 DU2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2081!SPC AZ C     -   0.99991685  x   0.99992753  =   0.99984438
 DU2081!UTM  12      -   0.99991685  x   0.99961788  =   0.99953476
 DU2081
 DU2081|---------------------------------------------------------------------|
 DU2081| PID    Reference Object                     Distance      Geod. Az  |
 DU2081|                                                           dddmmss.s |
 DU2081| CH5408 SCENIC RM 1                          13.494 METERS 12639     |
 DU2081| DU2082 PARALTA                             APPROX. 3.7 KM 3130656.3 |
 DU2081| CH5409 SCENIC RM 2                          16.839 METERS 31408     |
 DU2081|---------------------------------------------------------------------|
 DU2081
 DU2081                          SUPERSEDED SURVEY CONTROL
 DU2081
 DU2081  NAD 83(1986)-  33 18 35.57588(N)    111 24 32.71712(W) AD(       ) 2
 DU2081  NAD 27      -  33 18 35.38732(N)    111 24 30.25354(W) AD(       ) 2
 DU2081  NGVD 29 (07/19/86)  558.3    (m)         1832.     (f) VERT ANG    3  
 DU2081
 DU2081.Superseded values are not recommended for survey control.
 DU2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2081.See file dsdata.txt to determine how the superseded data were derived.
 DU2081
 DU2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6191985716(NAD 83)
 DU2081_MARKER: DD = SURVEY DISK
 DU2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2081+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 DU2081
 DU2081  HISTORY     - Date     Condition        Report By
 DU2081  HISTORY     - 1975     MONUMENTED       AZDT
 DU2081  HISTORY     - 20061227 GOOD             GEOCAC
 DU2081  HISTORY     - 20081212 GOOD             GEOCAC
 DU2081
 DU2081                          STATION DESCRIPTION
 DU2081
 DU2081'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2081'THE STATION IS LOCATED ABOUT 10.8 MILES SOUTHEAST OF APACHE JUNCTION
 DU2081'AND 5.6 MILES NORTHWEST OF FLORENCE JUNCTION, ALONG
 DU2081'U.S. HWY. 60-80-89.
 DU2081'
 DU2081'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED SCENIC P
 DU2081'AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE MARK
 DU2081'IS 5 FEET SOUTH OF THE WESTBOUND RIGHT-OF-WAY FENCE, 95 FEET NORTH
 DU2081'OF THE WESTBOUND HWY. CENTERLINE, AND IS MARKED WITH A WITNESS
 DU2081'POST AND SIGN 3 FEET NORTH.
 DU2081'
 DU2081'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2081'1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT, 98 FEET NORTH OF
 DU2081'THE WEST BOUND CENTERLINE AND 2 FEET SOUTH OF THE WESTBOUND
 DU2081'RIGHT-OF-WAY FENCELINE.
 DU2081'
 DU2081'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2081'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK
 DU2081'IS 98 FEET NORTH OF THE WESTBOUND CENTERLINE AND 2 FEET SOUTH OF
 DU2081'THE RIGHT-OF-WAY FENCELINE.
 DU2081'
 DU2081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60-70-80-89
 DU2081'AND 88 AT APACHE JUNCTION, GO SOUTHEAST ALONG U.S. 60-80-89 FOR
 DU2081'10.8 MILES TO MILE POST 206.75 TO THE STATION ON THE LEFT AND
 DU2081'NORTH OF THE WESTBOUND ROADWAY IN THE RIGHT-OF-WAY AREA.
 DU2081'
 DU2081'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2081
 DU2081                          STATION RECOVERY (2006)
 DU2081
 DU2081'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2081'RECOVERED IN GOOD CONDITION.
 DU2081
 DU2081                          STATION RECOVERY (2008)
 DU2081
 DU2081'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2081'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DU2081'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0507 ***********************************************************************
 GP0507  DESIGNATION -  SCENIC
 GP0507  PID         -  GP0507
 GP0507  STATE/COUNTY-  AZ/COCONINO
 GP0507  USGS QUAD   -  FERRY SWALE (1985)
 GP0507
 GP0507                         *CURRENT SURVEY CONTROL
 GP0507  ___________________________________________________________________
 GP0507* NAD 83(1992)-  36 57 49.17639(N)    111 30 35.99154(W)     ADJUSTED  
 GP0507* NAVD 88     -      1258.3    (meters)    4128.     (feet)  VERTCON   
 GP0507  ___________________________________________________________________
 GP0507  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GP0507  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0507  HORZ ORDER  -  SECOND
 GP0507
 GP0507.The horizontal coordinates were established by classical geodetic methods
 GP0507.and adjusted by the National Geodetic Survey in August 1993.
 GP0507
 GP0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0507
 GP0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0507
 GP0507.The geoid height was determined by GEOID03.
 GP0507
 GP0507;                    North         East     Units Scale Factor Converg.
 GP0507;SPC AZ C     -   661,514.873   249,571.972   MT  0.99991615   +0 14 40.3
 GP0507;SPC AZ C     - 2,170,324.39    818,805.68   iFT  0.99991615   +0 14 40.3
 GP0507;SPC UT S     - 3,032,961.755   499,109.622   MT  1.00005300   -0 00 22.1
 GP0507;UTM  12      - 4,090,962.578   454,600.661   MT  0.99962539   -0 18 24.0
 GP0507
 GP0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0507!SPC AZ C     -   0.99980626  x   0.99991615  =   0.99972242
 GP0507!SPC UT S     -   0.99980626  x   1.00005300  =   0.99985925
 GP0507!UTM  12      -   0.99980626  x   0.99962539  =   0.99943172
 GP0507
 GP0507|---------------------------------------------------------------------|
 GP0507| PID    Reference Object                     Distance      Geod. Az  |
 GP0507|                                                           dddmmss.s |
 GP0507| CR8005 SCENIC RM 1                          12.182 METERS 14837     |
 GP0507| GP0501 POWELL                              APPROX. 3.4 KM 3141931.5 |
 GP0507| CR8006 SCENIC RM 2                          12.187 METERS 32922     |
 GP0507|---------------------------------------------------------------------|
 GP0507
 GP0507                          SUPERSEDED SURVEY CONTROL
 GP0507
 GP0507  NAD 83(1986)-  36 57 49.17179(N)    111 30 35.99374(W) AD(       ) 2
 GP0507  NGVD 29 (07/12/88) 1257.4    (m)         4125.     (f) VERT ANG    3  
 GP0507
 GP0507.Superseded values are not recommended for survey control.
 GP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0507.See file dsdata.txt to determine how the superseded data were derived.
 GP0507
 GP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5460190963(NAD 83)
 GP0507_MARKER: DS = TRIANGULATION STATION DISK
 GP0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0507+STABILITY: SURFACE MOTION
 GP0507
 GP0507  HISTORY     - Date     Condition        Report By
 GP0507  HISTORY     - 1983     MONUMENTED       AZDT
 GP0507
 GP0507                          STATION DESCRIPTION
 GP0507
 GP0507'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0507'THE STATION IS LOCATED 4-1/2 MILES NORTHWEST OF PAGE ALONG U.S.
 GP0507'HIGHWAY 89.
 GP0507'
 GP0507'THE STATION MARK IS AN AZDT DISK STAMPED---SCENIC 1983---.  IT IS 96
 GP0507'FEET SOUTHWEST OF U.S. 89 AND 3 FEET NORTHEAST OF A WITNESS POST.
 GP0507'
 GP0507'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SCENIC RM 1 1983---.  IT IS
 GP0507'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0507'
 GP0507'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SCENIC RM 2 1983---.  IT IS
 GP0507'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0507'
 GP0507'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0507'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURNLEFT ALONG LAKE
 GP0507'POWELL BLVD FOR 1.2 MILES TO THE JUNCTION WITH U.S. HIGHWAY 89.  TURN
 GP0507'RIGHT ALONG U.S. 89 AND TRAVEL NORTH FOR 3.9 MILES TO THE TOP OF THE
 GP0507'RIDGE AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1036 ***********************************************************************
 ES1036  DESIGNATION -  SCHEURMAN MT
 ES1036  PID         -  ES1036
 ES1036  STATE/COUNTY-  AZ/YAVAPAI
 ES1036  USGS QUAD   -  SEDONA (1969)
 ES1036
 ES1036                         *CURRENT SURVEY CONTROL
 ES1036  ___________________________________________________________________
 ES1036* NAD 83(1992)-  34 50 35.54519(N)    111 50 10.08453(W)     ADJUSTED  
 ES1036* NAVD 88     -      1492.0    (meters)    4895.     (feet)  VERTCON   
 ES1036  ___________________________________________________________________
 ES1036  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 ES1036  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 ES1036  HORZ ORDER  -  SECOND
 ES1036
 ES1036.The horizontal coordinates were established by classical geodetic methods
 ES1036.and adjusted by the National Geodetic Survey in August 1993.
 ES1036
 ES1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1036
 ES1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1036
 ES1036.The geoid height was determined by GEOID03.
 ES1036
 ES1036;                    North         East     Units Scale Factor Converg.
 ES1036;SPC AZ C     -   426,184.432   220,724.886   MT  0.99990067   +0 02 45.6
 ES1036;SPC AZ C     - 1,398,242.89    724,163.01   iFT  0.99990067   +0 02 45.6
 ES1036;UTM  12      - 3,855,974.239   423,555.130   MT  0.99967202   -0 28 39.8
 ES1036
 ES1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1036!SPC AZ C     -   0.99976973  x   0.99990067  =   0.99967043
 ES1036!UTM  12      -   0.99976973  x   0.99967202  =   0.99944183
 ES1036
 ES1036|---------------------------------------------------------------------|
 ES1036| PID    Reference Object                     Distance      Geod. Az  |
 ES1036|                                                           dddmmss.s |
 ES1036| CH3304 SCHEURMAN MT RM 1                                  13642     |
 ES1036| ES1039 SHEEP                               APPROX.13.9 KM 2280849.3 |
 ES1036| CH3305 SCHEURMAN MT RM 2                                  23425     |
 ES1036|---------------------------------------------------------------------|
 ES1036
 ES1036                          SUPERSEDED SURVEY CONTROL
 ES1036
 ES1036  NAD 83(1986)-  34 50 35.54029(N)    111 50 10.07950(W) AD(       ) 2
 ES1036  NAD 27      -  34 50 35.47306(N)    111 50 07.53099(W) AD(       ) 2
 ES1036  NGVD 29 (07/19/86) 1491.2    (m)         4892.     (f) VERT ANG    3  
 ES1036
 ES1036.Superseded values are not recommended for survey control.
 ES1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1036.See file dsdata.txt to determine how the superseded data were derived.
 ES1036
 ES1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2355555974(NAD 83)
 ES1036_MARKER: DD = SURVEY DISK
 ES1036_SETTING: 66 = SET IN ROCK OUTCROP
 ES1036_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ES1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1036+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 ES1036
 ES1036  HISTORY     - Date     Condition        Report By
 ES1036  HISTORY     - 1979     MONUMENTED       AZDT
 ES1036  HISTORY     - 20050809 GOOD             INDIV
 ES1036
 ES1036                          STATION DESCRIPTION
 ES1036
 ES1036'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 ES1036'THE STATION IS LOCATED ON TOP OF SCHEURMAN MOUNTAIN, 4 MILES SOUTHWEST
 ES1036'OF SEDONA AND ABOUT 1300 FEET SOUTH OF U.S. HIGHWAY 89A.
 ES1036'
 ES1036'THE STATION MARK IS AN ADOT DISK STAMPED---SCHEURMAN MT 1979.---IT IS
 ES1036'SET IN A DRILL HOLE IN A ROCK OUTCROP.
 ES1036'
 ES1036'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---SCHEURMAN MT RM 1 1979---IT
 ES1036'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 ES1036'
 ES1036'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---SCHEURMAN MT RM 2 1979---IT
 ES1036'IS SET IN A DRILL HOLE IN A ROCK OUTCROP.
 ES1036'
 ES1036'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1036'ON MINGUS AVENUE FOR 0.8 MILE TO U.S. HIGHWAY 89A.  TURN LEFT AND
 ES1036'CONTINUE SOUTHEAST FOR 1.7 MILES TO MAIN STREET.  TURN RIGHT ALONG 89A
 ES1036'TOWARD SEDONA FOR 14.65 MILES TO SCHEURMAN MOUNTAIN ON RIGHT.  PACK
 ES1036'SOUTH TO STATION ON TOP OF MOUNTAIN.
 ES1036
 ES1036                          STATION RECOVERY (2005)
 ES1036
 ES1036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJM)
 ES1036'TO REACH THE STATION, FOLLOW ABOVE DIRECTIONS, BUT PASS SCHEURMAN
 ES1036'MOUNTAIN ON HIGHWAY 89A AND TURN SOUTH ON UPPER RED ROCK LOOP ROAD.
 ES1036'DRIVE 0.1 MILE TO DRIVEWAY AT SOUTH SIDE OF RED ROCK HIGH SCHOOL.
 ES1036'TURN WEST ON DRIVEWAY AND DRIVE 200 FEET TO TRAILHEAD PARKING AREA ON
 ES1036'LEFT.
 ES1036'PARK HERE AND TAKE SCHEURMAN MOUNTAIN TRAIL WEST TO SADDLE.  AT
 ES1036'SADDLE, TURN NORTH AND FOLLOW USER TRAIL TO STATION.  BOTH REFERENCE
 ES1036'MARKS ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0686 ***********************************************************************
 ER0686  DESIGNATION -  SCHNEBLY
 ER0686  PID         -  ER0686
 ER0686  STATE/COUNTY-  AZ/APACHE
 ER0686  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0686
 ER0686                         *CURRENT SURVEY CONTROL
 ER0686  ___________________________________________________________________
 ER0686* NAD 83(1992)-  34 41 49.29937(N)    109 16 23.87633(W)     ADJUSTED  
 ER0686* NAVD 88     -      1737.19   (+/-2cm)    5699.4    (feet)  VERTCON   
 ER0686  ___________________________________________________________________
 ER0686  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 ER0686  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 ER0686  HORZ ORDER  -  SECOND
 ER0686  VERT ORDER  -  THIRD ? (See Below)
 ER0686
 ER0686.The horizontal coordinates were established by classical geodetic methods
 ER0686.and adjusted by the National Geodetic Survey in August 1993.
 ER0686
 ER0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0686.The vertical order pertains to the NGVD 29 superseded value.
 ER0686
 ER0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0686
 ER0686.The geoid height was determined by GEOID03.
 ER0686
 ER0686;                    North         East     Units Scale Factor Converg.
 ER0686;SPC AZ E     -   410,329.723   295,206.351   MT  0.99998254   +0 30 30.8
 ER0686;SPC AZ E     - 1,346,226.13    968,524.77   iFT  0.99998254   +0 30 30.8
 ER0686;UTM  12      - 3,840,802.194   658,151.383   MT  0.99990829   +0 58 59.2
 ER0686
 ER0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0686!SPC AZ E     -   0.99973103  x   0.99998254  =   0.99971357
 ER0686!UTM  12      -   0.99973103  x   0.99990829  =   0.99963934
 ER0686
 ER0686|---------------------------------------------------------------------|
 ER0686| PID    Reference Object                     Distance      Geod. Az  |
 ER0686|                                                           dddmmss.s |
 ER0686| CS5190 SCHNEBLY RM 1                        10.110 METERS 02530     |
 ER0686| CS5191 SCHNEBLY RM 2                        10.079 METERS 20539     |
 ER0686|---------------------------------------------------------------------|
 ER0686
 ER0686                          SUPERSEDED SURVEY CONTROL
 ER0686
 ER0686  NAD 83(1986)-  34 41 49.29830(N)    109 16 23.88504(W) AD(       ) 2
 ER0686  NGVD 29 (01/29/91) 1736.34   (m)         5696.6    (f) LEVELING    3  
 ER0686
 ER0686.Superseded values are not recommended for survey control.
 ER0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0686.See file dsdata.txt to determine how the superseded data were derived.
 ER0686
 ER0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5815140802(NAD 83)
 ER0686_MARKER: DS = TRIANGULATION STATION DISK
 ER0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0686+STABILITY: SURFACE MOTION
 ER0686
 ER0686  HISTORY     - Date     Condition        Report By
 ER0686  HISTORY     - 1982     MONUMENTED       AZDT
 ER0686
 ER0686                          STATION DESCRIPTION
 ER0686
 ER0686'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0686'THE STATION IS LOCATED 14 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0686'HIGHWAY 666.
 ER0686'
 ER0686'THE STATION MARK IS AN AZDT DISK STAMPED---SCHNEBLY 1982---SET IN TOP
 ER0686'OF A 10 INCH CONCRETE MONUMENT 47 FEET WEST OF THE CENTER LINE OF THE
 ER0686'HIGHWAY AND 4 FEET SOUTH OF THE WITNESS POST.
 ER0686'
 ER0686'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SCHNEBLY RM 1 1982---SET IN
 ER0686'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0686'
 ER0686'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SCHNEBLY RM 2 1982---SET IN
 ER0686'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0686'
 ER0686'TO REACH THE STATION FROM THE POST OFFICE IN ST JOHNS TRAVEL EAST ON
 ER0686'U.S. HIGHWAY 80 AND STATE ROUTE 61 FOR 0.25 MILE TO THE JUNCTION WITH
 ER0686'U.S. HIGHWAY 666.  TRAVEL NORTHEAST ALONG U.S. 666 FOR 15.2 MILES TO
 ER0686'THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AF8766 ***********************************************************************
 AF8766  DESIGNATION -  SCHOOL RESET
 AF8766  PID         -  AF8766
 AF8766  STATE/COUNTY-  AZ/PIMA
 AF8766  USGS QUAD   -  HAIVANA NAKYA (1979)
 AF8766
 AF8766                         *CURRENT SURVEY CONTROL
 AF8766  ___________________________________________________________________
 AF8766* NAD 83(1992)-  32 07 08.35850(N)    111 40 53.04059(W)     ADJUSTED  
 AF8766* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 AF8766  ___________________________________________________________________
 AF8766  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AF8766  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AF8766  HORZ ORDER  -  THIRD
 AF8766
 AF8766.The horizontal coordinates were established by classical geodetic methods
 AF8766.and adjusted by the National Geodetic Survey in August 1993.
 AF8766
 AF8766.The orthometric height was scaled from a topographic map.
 AF8766
 AF8766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8766
 AF8766.The geoid height was determined by GEOID03.
 AF8766
 AF8766;                    North         East     Units Scale Factor Converg.
 AF8766;SPC AZ C     -   124,084.313   235,560.120   MT  0.99990608   +0 07 30.3
 AF8766;SPC AZ C     -   407,100.76    772,835.04   iFT  0.99990608   +0 07 30.3
 AF8766;UTM  12      - 3,553,828.019   435,720.707   MT  0.99965095   -0 21 44.3
 AF8766
 AF8766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8766!SPC AZ C     -   0.99989476  x   0.99990608  =   0.99980085
 AF8766!UTM  12      -   0.99989476  x   0.99965095  =   0.99954575
 AF8766
 AF8766|---------------------------------------------------------------------|
 AF8766| PID    Reference Object                     Distance      Geod. Az  |
 AF8766|                                                           dddmmss.s |
 AF8766| AF8759 SCHOOL RM 1                          25.512 METERS 00216     |
 AF8766| CH5410 SCHOOL AZ MK                                       0113957.2 |
 AF8766| CH5411 SCHOOL RM 2                          30.895 METERS 29034     |
 AF8766|---------------------------------------------------------------------|
 AF8766
 AF8766                          SUPERSEDED SURVEY CONTROL
 AF8766
 AF8766  NAD 83(1986)-  32 07 08.35302(N)    111 40 53.03993(W) AD(       ) 3
 AF8766
 AF8766.Superseded values are not recommended for survey control.
 AF8766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8766.See file dsdata.txt to determine how the superseded data were derived.
 AF8766
 AF8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA3572153828(NAD 83)
 AF8766_MARKER: DS = TRIANGULATION STATION DISK
 AF8766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8766_STAMPING: SCHOOL 1936 1979
 AF8766_MARK LOGO: NGS   
 AF8766_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8766+STABILITY: SURFACE MOTION
 AF8766
 AF8766  HISTORY     - Date     Condition        Report By
 AF8766  HISTORY     - 1979     MONUMENTED       NGS
 AF8766
 AF8766                          STATION DESCRIPTION
 AF8766
 AF8766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AF8766'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 AF8766'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 AND THE SURFACE
 AF8766'STATION WERE DESTROYED AND WERE REPLACED AT THIS TIME.  THE STATION
 AF8766'MARK IS A STANDARD DISK STAMPED -- SCHOOL 1936 1979 --.  IT IS SET IN
 AF8766'THE TOP OF AN 18 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 AF8766'3 FEET (0.9 M) EAST OF THE EAST EDGE OF THE PAVEMENT AND ON RANGE WITH
 AF8766'THE SOUTH EDGE OF THE FENCE AROUND THE PROPANE TANKS.  REFERENCE MARK
 AF8766'2 IS IN A DEPRESSION IN ASPHALT, 25 FEET (7.6 M) NORTH OF THE
 AF8766'FLAGPOLE.  REFERENCE MARK 3 IS SET IN CONCRETE AT THE SOUTHWEST CORNER
 AF8766'OF THE FENCE AROUND THE WATERTANK.  THE AZIMUTH MARK WAS RECOVERED AS
 AF8766'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1072 ***********************************************************************
 DV1072  DESIGNATION -  SCOT
 DV1072  PID         -  DV1072
 DV1072  STATE/COUNTY-  AZ/MARICOPA
 DV1072  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1072
 DV1072                         *CURRENT SURVEY CONTROL
 DV1072  ___________________________________________________________________
 DV1072* NAD 83(1992)-  33 30 01.04556(N)    113 01 37.01774(W)     ADJUSTED  
 DV1072* NAVD 88     -       414.535  (meters)    1360.02   (feet)  ADJUSTED  
 DV1072  ___________________________________________________________________
 DV1072  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DV1072  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1072  DYNAMIC HT  -         414.060 (meters)    1358.46  (feet)  COMP
 DV1072  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DV1072
 DV1072  HORZ ORDER  -  SECOND
 DV1072  VERT ORDER  -  FIRST     CLASS II
 DV1072
 DV1072.The horizontal coordinates were established by classical geodetic methods
 DV1072.and adjusted by the National Geodetic Survey in August 1993.
 DV1072
 DV1072.The orthometric height was determined by differential leveling
 DV1072.and adjusted in June 1991.
 DV1072
 DV1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1072
 DV1072.The geoid height was determined by GEOID03.
 DV1072
 DV1072.The dynamic height is computed by dividing the NAVD 88
 DV1072.geopotential number by the normal gravity value computed on the
 DV1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1072.degrees latitude (g = 980.6199 gals.).
 DV1072
 DV1072.The modeled gravity was interpolated from observed gravity values.
 DV1072
 DV1072;                    North         East     Units Scale Factor Converg.
 DV1072;SPC AZ C     -   277,784.395   110,197.825   MT  1.00003117   -0 36 46.3
 DV1072;SPC AZ C     -   911,366.13    361,541.42   iFT  1.00003117   -0 36 46.3
 DV1072;UTM  12      - 3,708,590.146   311,711.208   MT  1.00003710   -1 07 08.7
 DV1072
 DV1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1072!SPC AZ C     -   0.99993977  x   1.00003117  =   0.99997094
 DV1072!UTM  12      -   0.99993977  x   1.00003710  =   0.99997687
 DV1072
 DV1072|---------------------------------------------------------------------|
 DV1072| PID    Reference Object                     Distance      Geod. Az  |
 DV1072|                                                           dddmmss.s |
 DV1072| CH3309 SCOT RM 1                             5.474 METERS 19640     |
 DV1072| DV1074 C 263                                              2360514.2 |
 DV1072| DV1073 SCOT RM 2                             6.234 METERS 32153     |
 DV1072|---------------------------------------------------------------------|
 DV1072
 DV1072                          SUPERSEDED SURVEY CONTROL
 DV1072
 DV1072  NAD 83(1986)-  33 30 01.03722(N)    113 01 37.02343(W) AD(       ) 2
 DV1072  NAD 27      -  33 30 00.89740(N)    113 01 34.35970(W) AD(       ) 2
 DV1072  NGVD 29 (??/??/92)  413.883  (m)         1357.88   (f) ADJ UNCH    1 2
 DV1072
 DV1072.Superseded values are not recommended for survey control.
 DV1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1072.See file dsdata.txt to determine how the superseded data were derived.
 DV1072
 DV1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1171108590(NAD 83)
 DV1072_MARKER: DE = TRAVERSE STATION DISK
 DV1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV1072_STAMPING: SCOT 1962
 DV1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1072
 DV1072  HISTORY     - Date     Condition        Report By
 DV1072  HISTORY     - 1962     MONUMENTED       CGS
 DV1072  HISTORY     - 1967     GOOD             CGS
 DV1072  HISTORY     - 1967     GOOD             NGS
 DV1072  HISTORY     - 1970     GOOD             NGS
 DV1072  HISTORY     - 1980     GOOD             NGS
 DV1072  HISTORY     - 1981     GOOD             NGS
 DV1072
 DV1072                          STATION DESCRIPTION
 DV1072
 DV1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1072'STATION IS LOCATED ABOUT 37 MILES SOUTHWEST OF WICKENBURG,
 DV1072'ABOUT 32 MILES SOUTH-SOUTHEAST OF AGUILA, ABOUT 5 MILES WEST
 DV1072'OF TONOPAH AND ON A SMALL ROCKY RIDGE ABOUT 100 YARDS NORTH
 DV1072'OF A CATTLE GUARD.
 DV1072'
 DV1072'TO REACH FROM THE POST OFFICE IN TONOPAH, GO WEST ON GRAVELED
 DV1072'ROAD FOR 5.1 MILES TO A CATTLE GUARD.  (THIS IS END OF TRUCK
 DV1072'TRAVEL).  FROM HERE PACK NORTH TO TOP OF SMALL RIDGE AND STATION.
 DV1072'(ABOUT 5 MINUTE PACK).
 DV1072'
 DV1072'STATION MARK, A STANDARD TRAVERSE DISK BRAZED TO THE TOP OF
 DV1072'A 2-1/2 INCH CAST IRONPIPE WHICH PROJECTS ABOUT 10 INCHES
 DV1072'ABOVE THE GROUND.  THE MARK IS STAMPED SCOT 1962 AND IS LOCATED
 DV1072'ON HIGHEST POINT OF RIDGE.
 DV1072'
 DV1072'REFERENCE MARK 1, A STANDARD REFERENCE DISK CEMENTED IN A DRILL
 DV1072'HOLE IN OUTCROPPING BEDROCK IS STAMPED SCOT NO 1 1962.  THE MARK
 DV1072'IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION AND PROJECTS
 DV1072'ABOUT 4 INCHES ABOVE THE GROUND.
 DV1072'
 DV1072'REFERENCE MARK 2, A STANDARD REFERENCE DISK CEMENTED IN A DRILL
 DV1072'HOLE IN OUTCROPPING BEDROCK IS STAMPED SCOT NO 2 1962.  THE MARK
 DV1072'IS ABOUT 2-1/2 FEET LOWER IN ELEVATION THAN THE STATION AND
 DV1072'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 DV1072'
 DV1072'AZIMUTH MARK, A STANDARD GEODETIC BENCH MARK DISK STAMPED C 263
 DV1072'1947 IS SET IN THE TOP OF A 5 INCH SQUARE CONCRETE POST WHICH
 DV1072'PROJECTS ABOUT 1 INCH.  THE MARK IS 37 FEET NORTH OF CENTER
 DV1072'OF ROAD AND 3 FEET EAST OF WITNESS POST.
 DV1072'
 DV1072'TO REACH THE AZIMUTH MARK (BENCH MARK C 263) FROM THE CATTLE
 DV1072'GUARD, GO SOUTHERLY ON GRAVELED ROAD FOR 0.45 MILE, KEEP RIGHT
 DV1072'FOLLOWING GRAVELED ROAD WESTERLY FOR 0.4 MILE TO AZIMUTH
 DV1072'MARK ON RIGHT AS DESCRIBED.
 DV1072'
 DV1072'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1072
 DV1072                          STATION RECOVERY (1967)
 DV1072
 DV1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DV1072'THE STATION MARK, STAMPED SCOT 1962, IS ABOUT 4.9 MILES WEST
 DV1072'ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT TONOPAH, IN
 DV1072'SECTION 24, T 2 N, R 8 W, 186 YARDS NORTHWEST TO THE CREST OF
 DV1072'A SMALL ROCKY HILL FROM A CATTLE GUARD IN THE ROAD, 67 YARDS
 DV1072'SOUTHEAST OF A FENCE, 20.4 FEET SOUTHEAST OF SCOT R.M. 2, A
 DV1072'TRAVERSE STATION DISK ON THE TOP OF A 2 1/2-INCH CAST IRON PIPE
 DV1072'WHICH PROJECTS 10 INCHES.
 DV1072'
 DV1072'R.M. 2, STAMPED SCOT NO 2 1962, IS 20.4 FEET NORTHWEST OF THE
 DV1072'STATION MARK, 186 YARDS NORTHWEST OF A CATTLE GUARD IN THE ROAD,
 DV1072'65 YARDS SOUTHEAST OF A FENCE, ABOUT 2-1/2 FEET BELOW THE
 DV1072'STATION MARK, AND SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 DV1072'5 INCHES.
 DV1072'
 DV1072'THE AZIMUTH MARK, A C AND GS BENCH MARK DISK STAMPED C 263 1947,
 DV1072'IS 0.85 WEST OF THE STATION MARK, 0.15 MILE EAST OF A JUNCTION OF
 DV1072'INDIAN SCHOOL ROAD AND A TRAIL ROAD LEADING NORTH, 37 FEET
 DV1072'NORTH OF THE CENTER LINE OF INDIAN SCHOOL ROAD, 1.4 FEET NORTH
 DV1072'OF A METAL WITNESS POST, ABOUT 2-1/2 FEET ABOVE THE LEVEL OF
 DV1072'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 DV1072'INCH.
 DV1072
 DV1072                          STATION RECOVERY (1967)
 DV1072
 DV1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV1072'4.9 MI W FROM TONOPAH.
 DV1072'ABOUT 4.9 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1072'TONOPAH, IN SECTION 24, T 2 N, R 8 W, 186 YARDS NORTHWEST TO THE CREST
 DV1072'OF A SMALL ROCKY HILL FROM A CATTLE GUARD IN THE ROAD, 67 YARDS SOUTH
 DV1072'EAST OF A FENCE, 20.4 FEET SOUTHEAST OF SCOT R.M. 2, A TRAVERSE
 DV1072'STATION DISK ON THE TOP OF A 2 1/2-INCH CAST IRON PIPE WHICH PROJECTS
 DV1072'10 INCHES.
 DV1072
 DV1072                          STATION RECOVERY (1970)
 DV1072
 DV1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV1072'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DV1072'WERE RECOVERED AS DESCRIBED IN 1962.
 DV1072'
 DV1072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DV1072'WEST OF TONOPAH
 DV1072
 DV1072                          STATION RECOVERY (1980)
 DV1072
 DV1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV1072'RECOVERED IN GOOD CONDITION.
 DV1072
 DV1072                          STATION RECOVERY (1981)
 DV1072
 DV1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1073 ***********************************************************************
 DV1073  DESIGNATION -  SCOT RM 2
 DV1073  PID         -  DV1073
 DV1073  STATE/COUNTY-  AZ/MARICOPA
 DV1073  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1073
 DV1073                         *CURRENT SURVEY CONTROL
 DV1073  ___________________________________________________________________
 DV1073* NAD 83(1986)-  33 30 00.     (N)    113 01 37.     (W)     SCALED    
 DV1073* NAVD 88     -       413.808  (meters)    1357.64   (feet)  ADJUSTED  
 DV1073  ___________________________________________________________________
 DV1073  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV1073  DYNAMIC HT  -         413.334 (meters)    1356.08  (feet)  COMP
 DV1073  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 DV1073
 DV1073  VERT ORDER  -  FIRST     CLASS II
 DV1073
 DV1073.The horizontal coordinates were scaled from a topographic map and have
 DV1073.an estimated accuracy of +/- 6 seconds.
 DV1073
 DV1073.The orthometric height was determined by differential leveling
 DV1073.and adjusted in June 1991.
 DV1073
 DV1073.The geoid height was determined by GEOID03.
 DV1073
 DV1073.The dynamic height is computed by dividing the NAVD 88
 DV1073.geopotential number by the normal gravity value computed on the
 DV1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1073.degrees latitude (g = 980.6199 gals.).
 DV1073
 DV1073.The modeled gravity was interpolated from observed gravity values.
 DV1073
 DV1073;                    North         East    Units  Estimated Accuracy
 DV1073;SPC AZ C     -   277,750.      110,200.      MT  (+/- 180 meters Scaled)
 DV1073
 DV1073                          SUPERSEDED SURVEY CONTROL
 DV1073
 DV1073  NGVD 29 (??/??/92)  413.155  (m)         1355.49   (f) ADJ UNCH    1 2
 DV1073
 DV1073.Superseded values are not recommended for survey control.
 DV1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1073.See file dsdata.txt to determine how the superseded data were derived.
 DV1073
 DV1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC117085(NAD 83)
 DV1073_MARKER: DR = REFERENCE MARK DISK
 DV1073_SETTING: 66 = SET IN ROCK OUTCROP
 DV1073_SP_SET: ROCK OUTCROP
 DV1073_STAMPING: SCOT NO 2 1962
 DV1073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1073+STABILITY: POSITION/ELEVATION WELL
 DV1073
 DV1073  HISTORY     - Date     Condition        Report By
 DV1073  HISTORY     - 1962     MONUMENTED       CGS
 DV1073  HISTORY     - 1967     GOOD             NGS
 DV1073  HISTORY     - 1981     GOOD             NGS
 DV1073
 DV1073                          STATION DESCRIPTION
 DV1073
 DV1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV1073'4.9 MI W FROM TONOPAH.
 DV1073'ABOUT 4.9 MILES WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV1073'TONOPAH, IN SECTION 24, T 2 N, R 8 W, 186 YARDS NORTHWEST TO THE CREST
 DV1073'OF A SMALL ROCKY HILL FROM A CATTLE GUARD IN THE ROAD, 65 YARDS
 DV1073'SOUTHEAST OF A FENCE, 20.4 FEET NORTHWEST OF TRAVERSE STATION SCOT
 DV1073'1962, ABOUT 2 1/2 FEET BELOW THE STATION MARK, AND SET IN THE TOP OF A
 DV1073'ROCK OUTCROP WHICH PROJECTS 5 INCHES.
 DV1073
 DV1073                          STATION RECOVERY (1981)
 DV1073
 DV1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0239 ***********************************************************************
 CZ0239  DESIGNATION -  SCOTCH
 CZ0239  PID         -  CZ0239
 CZ0239  STATE/COUNTY-  AZ/PIMA
 CZ0239  USGS QUAD   -  TUCSON (1992)
 CZ0239
 CZ0239                         *CURRENT SURVEY CONTROL
 CZ0239  ___________________________________________________________________
 CZ0239* NAD 83(1992)-  32 09 04.25099(N)    110 54 58.52344(W)     ADJUSTED  
 CZ0239* NAVD 88     -       793.45   (+/-2cm)    2603.2    (feet)  VERTCON   
 CZ0239  ___________________________________________________________________
 CZ0239  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 CZ0239  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0239  HORZ ORDER  -  SECOND
 CZ0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0239
 CZ0239.The horizontal coordinates were established by classical geodetic methods
 CZ0239.and adjusted by the National Geodetic Survey in August 1993.
 CZ0239
 CZ0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0239.The vertical order pertains to the NGVD 29 superseded value.
 CZ0239
 CZ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0239
 CZ0239.The geoid height was determined by GEOID03.
 CZ0239
 CZ0239;                    North         East     Units Scale Factor Converg.
 CZ0239;SPC AZ C     -   128,067.957   307,729.117   MT  1.00000979   +0 31 56.7
 CZ0239;SPC AZ C     -   420,170.46  1,009,609.96   iFT  1.00000979   +0 31 56.7
 CZ0239;UTM  12      - 3,557,196.219   507,897.015   MT  0.99960077   +0 02 40.4
 CZ0239
 CZ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0239!SPC AZ C     -   0.99988003  x   1.00000979  =   0.99988982
 CZ0239!UTM  12      -   0.99988003  x   0.99960077  =   0.99948084
 CZ0239
 CZ0239|---------------------------------------------------------------------|
 CZ0239| PID    Reference Object                     Distance      Geod. Az  |
 CZ0239|                                                           dddmmss.s |
 CZ0239| CZ0238 SCOTCH RM 1                          12.683 METERS 11458     |
 CZ0239| CZ0241 S 354                                              1273336.8 |
 CZ0239| CZ0236 SCOTCH RM 2                          12.791 METERS 31737     |
 CZ0239|---------------------------------------------------------------------|
 CZ0239
 CZ0239                          SUPERSEDED SURVEY CONTROL
 CZ0239
 CZ0239  NAD 83(1986)-  32 09 04.24746(N)    110 54 58.52087(W) AD(       ) 2
 CZ0239  NAD 27      -  32 09 03.96640(N)    110 54 56.20040(W) AD(       ) 2
 CZ0239  NGVD 29 (??/??/92)  792.846  (m)         2601.20   (f) ADJ UNCH    2 0
 CZ0239
 CZ0239.Superseded values are not recommended for survey control.
 CZ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0239.See file dsdata.txt to determine how the superseded data were derived.
 CZ0239
 CZ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0789757196(NAD 83)
 CZ0239_MARKER: DE = TRAVERSE STATION DISK
 CZ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0239_STAMPING: SCOTCH 1960
 CZ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0239+STABILITY: SURFACE MOTION
 CZ0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0239+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0239
 CZ0239  HISTORY     - Date     Condition        Report By
 CZ0239  HISTORY     - 1959     MONUMENTED       CGS
 CZ0239  HISTORY     - 1960     GOOD             CGS
 CZ0239  HISTORY     - 1975     GOOD             NGS
 CZ0239  HISTORY     - 1975     GOOD             NGS
 CZ0239  HISTORY     - 1990     GOOD             USPSQD
 CZ0239  HISTORY     - 20060315 GOOD             USPSQD
 CZ0239  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0239
 CZ0239                          STATION DESCRIPTION
 CZ0239
 CZ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 CZ0239'THE STATION IS 3.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 80
 CZ0239'FROM THE JUNCTION OF U.S. HIGHWAY 89 AT TUCSON, 0.15 MILE
 CZ0239'SOUTHEAST OF THE INTERSECTION OF PALO VERDE BLVD. AND U.S.
 CZ0239'HIGHWAY 80, 76.5 FEET NORTHEAST OF THE SCOTSMAN MOTEL SIGN,
 CZ0239'22.5 FEET SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND
 CZ0239'TRAFFIC LANE, 20.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 CZ0239'EAST BOUND TRAFFIC LANE AND IN THE APPROXIMATE CENTER OF THE
 CZ0239'MEDIA STRIP BETWEEN THE TWO TRAFFIC LANES.
 CZ0239'
 CZ0239'THE STATION, WITH UNDERGROUND MARK, STAMPED SCOTCH 1960,
 CZ0239'IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST
 CZ0239'FLUSH WITH THE MEDIA STRIP AND ABOUT 1 FOOT ABOVE THE ROADWAY.
 CZ0239'
 CZ0239'REFERENCE MARK NO. 1, STAMPED SCOTCH NO 1 1960, IS A STANDARD
 CZ0239'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 CZ0239'CONCRETE CURB ON THE MEDIA STRIP, 14 FEET SOUTHWEST OF THE
 CZ0239'CENTERLINE OF THE WEST BOUND TRAFFIC LANE AND ABOUT 1 FOOT
 CZ0239'ABOVE THE ROADWAY.
 CZ0239'
 CZ0239'REFERENCE MARK NO. 2, STAMPED SCOTCH NO 2 1960, IS A STANDARD
 CZ0239'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 CZ0239'CONCRETE CURB ON THE MEDIA STRIP, 14 FEET SOUTHWEST OF THE
 CZ0239'CENTERLINE OF THE WEST BOUND TRAFFIC LANE AND ABOUT 1 FOOT
 CZ0239'ABOVE THE ROADWAY.
 CZ0239'
 CZ0239'THE BENCH MARK, (AZIMUTH MARK), STAMPED S 354 1960, IS A
 CZ0239'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 3
 CZ0239'INCHES, 76 FEET SOUTHWEST OF HIGHWAY MILE POST 252, 47 FEET
 CZ0239'SOUTHWEST OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE,
 CZ0239'1.8 FEET SOUTHWEST OF A METAL WITNESS POST, 1.5 FEET NORTHEAST
 CZ0239'OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION
 CZ0239'AS THE HIGHWAY.  TO REACH FROM THE STATION GO SOUTHEAST ON
 CZ0239'U.S. HIGHWAY 80 FOR 0.85 MILE TO HIGHWAY MILE POST 252 AND
 CZ0239'THE MARK ON THE RIGHT.
 CZ0239
 CZ0239                          STATION RECOVERY (1960)
 CZ0239
 CZ0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0239'3.95 MI SE FROM TUCSON.
 CZ0239'3.95 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0239'HIGHWAY 89 AT TUCSON, 0.15 MILE SOUTHEAST OF PALO VERDE BLVD. 4196
 CZ0239'FEET SOUTH OF R.M. 2, 41.61 FEET WEST OF R.M. 1, 22.5 FEET SOUTHWEST
 CZ0239'OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 20.5 FEET NORTHEAST
 CZ0239'OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN A SQUARE
 CZ0239'CONCRETE POST IN THE CENTER OF THE MEDIA STRIP BETWEEN THE TWO TRAFFIC
 CZ0239'LANES AND ABOUT 1 FOOT ABOVE THE ROAD WAY.
 CZ0239
 CZ0239                          STATION RECOVERY (1975)
 CZ0239
 CZ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CZ0239'THE STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARKS
 CZ0239'WERE RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 CZ0239'
 CZ0239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 CZ0239'SE OF TUCSON
 CZ0239
 CZ0239                          STATION RECOVERY (1975)
 CZ0239
 CZ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0239'RECOVERED IN GOOD CONDITION.
 CZ0239
 CZ0239                          STATION RECOVERY (1990)
 CZ0239
 CZ0239'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0239'RECOVERED IN GOOD CONDITION.
 CZ0239
 CZ0239                          STATION RECOVERY (2006)
 CZ0239
 CZ0239'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0239'FOUND IN GOOD SHAPE.
 CZ0239
 CZ0239                          STATION RECOVERY (2008)
 CZ0239
 CZ0239'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0239'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ0239'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0238 ***********************************************************************
 CZ0238  DESIGNATION -  SCOTCH RM 1
 CZ0238  PID         -  CZ0238
 CZ0238  STATE/COUNTY-  AZ/PIMA
 CZ0238  USGS QUAD   -  TUCSON (1992)
 CZ0238
 CZ0238                         *CURRENT SURVEY CONTROL
 CZ0238  ___________________________________________________________________
 CZ0238* NAD 83(1986)-  32 09 05.     (N)    110 55 00.     (W)     SCALED    
 CZ0238* NAVD 88     -       793.57   (+/-2cm)    2603.6    (feet)  VERTCON   
 CZ0238  ___________________________________________________________________
 CZ0238  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0238
 CZ0238.The horizontal coordinates were scaled from a topographic map and have
 CZ0238.an estimated accuracy of +/- 6 seconds.
 CZ0238
 CZ0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0238.The vertical order pertains to the NGVD 29 superseded value.
 CZ0238
 CZ0238.The geoid height was determined by GEOID03.
 CZ0238
 CZ0238;                    North         East    Units  Estimated Accuracy
 CZ0238;SPC AZ C     -   128,090.      307,690.      MT  (+/- 180 meters Scaled)
 CZ0238
 CZ0238                          SUPERSEDED SURVEY CONTROL
 CZ0238
 CZ0238  NGVD 29 (??/??/92)  792.959  (m)         2601.57   (f) ADJ UNCH    2 0
 CZ0238
 CZ0238.Superseded values are not recommended for survey control.
 CZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0238.See file dsdata.txt to determine how the superseded data were derived.
 CZ0238
 CZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA078572(NAD 83)
 CZ0238_MARKER: DR = REFERENCE MARK DISK
 CZ0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0238_SP_SET: CURB
 CZ0238_STAMPING: SCOTCH NO 1 1960
 CZ0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0238+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0238
 CZ0238  HISTORY     - Date     Condition        Report By
 CZ0238  HISTORY     - 1960     MONUMENTED       CGS
 CZ0238  HISTORY     - 1975     GOOD             NGS
 CZ0238  HISTORY     - 1990     GOOD             USPSQD
 CZ0238  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0238
 CZ0238                          STATION DESCRIPTION
 CZ0238
 CZ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0238'3.95 MI SE FROM TUCSON.
 CZ0238'3.95 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0238'HIGHWAY 89 AT TUCSON, 41.61 FEET EAST OF THE STATION MARK, 14 FEET
 CZ0238'SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, SET IN A
 CZ0238'DRILL HOLE IN THE TOP OF THE NORTHEAST CONCRETE CURB OF THE MEDIA
 CZ0238'STRIP.
 CZ0238
 CZ0238                          STATION RECOVERY (1975)
 CZ0238
 CZ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0238'RECOVERED IN GOOD CONDITION.
 CZ0238
 CZ0238                          STATION RECOVERY (1990)
 CZ0238
 CZ0238'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0238'RECOVERED IN GOOD CONDITION.
 CZ0238
 CZ0238                          STATION RECOVERY (2008)
 CZ0238
 CZ0238'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0236 ***********************************************************************
 CZ0236  DESIGNATION -  SCOTCH RM 2
 CZ0236  PID         -  CZ0236
 CZ0236  STATE/COUNTY-  AZ/PIMA
 CZ0236  USGS QUAD   -  TUCSON (1992)
 CZ0236
 CZ0236                         *CURRENT SURVEY CONTROL
 CZ0236  ___________________________________________________________________
 CZ0236* NAD 83(1986)-  32 09 05.     (N)    110 55 00.     (W)     SCALED    
 CZ0236* NAVD 88     -       793.28   (+/-2cm)    2602.6    (feet)  VERTCON   
 CZ0236  ___________________________________________________________________
 CZ0236  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CZ0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0236
 CZ0236.The horizontal coordinates were scaled from a topographic map and have
 CZ0236.an estimated accuracy of +/- 6 seconds.
 CZ0236
 CZ0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0236.The vertical order pertains to the NGVD 29 superseded value.
 CZ0236
 CZ0236.The geoid height was determined by GEOID03.
 CZ0236
 CZ0236;                    North         East    Units  Estimated Accuracy
 CZ0236;SPC AZ C     -   128,090.      307,690.      MT  (+/- 180 meters Scaled)
 CZ0236
 CZ0236                          SUPERSEDED SURVEY CONTROL
 CZ0236
 CZ0236  NGVD 29 (??/??/92)  792.667  (m)         2600.61   (f) ADJ UNCH    2 0
 CZ0236
 CZ0236.Superseded values are not recommended for survey control.
 CZ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0236.See file dsdata.txt to determine how the superseded data were derived.
 CZ0236
 CZ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA078572(NAD 83)
 CZ0236_MARKER: DR = REFERENCE MARK DISK
 CZ0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0236_SP_SET: CURB
 CZ0236_STAMPING: SCOTCH NO 2 1960
 CZ0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0236+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ0236
 CZ0236  HISTORY     - Date     Condition        Report By
 CZ0236  HISTORY     - 1960     MONUMENTED       CGS
 CZ0236  HISTORY     - 1975     GOOD             NGS
 CZ0236  HISTORY     - 1990     GOOD             USPSQD
 CZ0236  HISTORY     - 20080822 GOOD             GEOCAC
 CZ0236
 CZ0236                          STATION DESCRIPTION
 CZ0236
 CZ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0236'3.95 MI SE FROM TUCSON.
 CZ0236'3.95 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0236'HIGHWAY 89 AT TUCSON, 41.96 FEET NORTH OF THE STATION MARK, 14 FEET
 CZ0236'SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, SET IN A
 CZ0236'DRILL HOLE IN THE TOP OF THE NORTHEAST CONCRETE CURB ON THE MEDIA
 CZ0236'STRIP.
 CZ0236
 CZ0236                          STATION RECOVERY (1975)
 CZ0236
 CZ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CZ0236'RECOVERED IN GOOD CONDITION.
 CZ0236
 CZ0236                          STATION RECOVERY (1990)
 CZ0236
 CZ0236'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0236'RECOVERED IN GOOD CONDITION.
 CZ0236
 CZ0236                          STATION RECOVERY (2008)
 CZ0236
 CZ0236'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0938 ***********************************************************************
 ES0938  DESIGNATION -  SCOTT
 ES0938  PID         -  ES0938
 ES0938  STATE/COUNTY-  AZ/NAVAJO
 ES0938  USGS QUAD   -  ZENIFF (1971)
 ES0938
 ES0938                         *CURRENT SURVEY CONTROL
 ES0938  ___________________________________________________________________
 ES0938* NAD 83(1992)-  34 32 36.81602(N)    110 25 09.32115(W)     ADJUSTED  
 ES0938* NAVD 88     -      1846.33   (+/-2cm)    6057.5    (feet)  VERTCON   
 ES0938  ___________________________________________________________________
 ES0938  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ES0938  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES0938  HORZ ORDER  -  SECOND
 ES0938  VERT ORDER  -  THIRD ? (See Below)
 ES0938
 ES0938.The horizontal coordinates were established by classical geodetic methods
 ES0938.and adjusted by the National Geodetic Survey in August 1993.
 ES0938
 ES0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0938.The vertical order pertains to the NGVD 29 superseded value.
 ES0938
 ES0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0938
 ES0938.The geoid height was determined by GEOID03.
 ES0938
 ES0938;                    North         East     Units Scale Factor Converg.
 ES0938;SPC AZ E     -   392,972.445   190,176.576   MT  0.99990662   -0 08 35.6
 ES0938;SPC AZ E     - 1,289,279.68    623,938.90   iFT  0.99990662   -0 08 35.6
 ES0938;UTM  12      - 3,822,580.640   553,286.778   MT  0.99963500   +0 19 45.5
 ES0938
 ES0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0938!SPC AZ E     -   0.99971403  x   0.99990662  =   0.99962068
 ES0938!UTM  12      -   0.99971403  x   0.99963500  =   0.99934913
 ES0938
 ES0938|---------------------------------------------------------------------|
 ES0938| PID    Reference Object                     Distance      Geod. Az  |
 ES0938|                                                           dddmmss.s |
 ES0938| DZ1427 SCOTT RM 2                           12.213 METERS 00746     |
 ES0938| DZ1428 SCOTT RM 1                           11.143 METERS 25126     |
 ES0938| ES1057 ZENIFF                              APPROX.16.6 KM 3432122.4 |
 ES0938|---------------------------------------------------------------------|
 ES0938
 ES0938                          SUPERSEDED SURVEY CONTROL
 ES0938
 ES0938  NAD 83(1986)-  34 32 36.80899(N)    110 25 09.32622(W) AD(       ) 2
 ES0938  NGVD 29 (08/03/87) 1845.44   (m)         6054.6    (f) LEVELING    3  
 ES0938
 ES0938.Superseded values are not recommended for survey control.
 ES0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0938.See file dsdata.txt to determine how the superseded data were derived.
 ES0938
 ES0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD5328722581(NAD 83)
 ES0938_MARKER: DS = TRIANGULATION STATION DISK
 ES0938_SETTING: 66 = SET IN ROCK OUTCROP
 ES0938_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0938+STABILITY: POSITION/ELEVATION WELL
 ES0938
 ES0938  HISTORY     - Date     Condition        Report By
 ES0938  HISTORY     - 1983     MONUMENTED       AZDT
 ES0938
 ES0938                          STATION DESCRIPTION
 ES0938
 ES0938'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES0938'THE STATION IS LOCATED 29 MILES SOUTHWEST OF HOLBROOK, 1/4 MILE NORTH
 ES0938'OF THE SITGREAVES NATIONAL FOREST BOUNDARY ALONG STATE ROUTE 377.
 ES0938'
 ES0938'THE STATION MARK IS AN AZDT DISK STAMPED---SCOTT 1983---.  IT IS SET
 ES0938'IN A DRILL HOLE IN A LIMESTONE OUTCROP 90 FEET NORTHWEST OF THE CENTER
 ES0938'LINE OF THE HIGHWAY AND 6 FEET EAST OF A WITNESS POST AND SIGN.
 ES0938'
 ES0938'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SCOTT RM 1 1983---.  IT IS
 ES0938'SET IN A DRILL HOLE IN LIMESTONE.
 ES0938'
 ES0938'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT DISK STAMPED---POT STA 446+OO
 ES0938'1976---.  IT IS SET IN TOP OF A CONCRETE POST.
 ES0938'
 ES0938'TO REACH THE STATION FROM THE POST  OFFICE IN HOLBROOK TRAVEL  WEST ON
 ES0938'HOPI DRIVE FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN LEFT ALONG  STATE
 ES0938'ROUTE 77 FOR 2.55 MILES TO STATE ROUTE 377.  TURN RIGHT ALONG STATE
 ES0938'ROUTE 377 FOR 27.45 MILES TO THE STATION ON THE RIGHT ON A LOW
 ES0938'LIME STONE OUTCROP AT MILE POST 6.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0891 ***********************************************************************
 DU0891  DESIGNATION -  SCOTT 2
 DU0891  PID         -  DU0891
 DU0891  STATE/COUNTY-  AZ/MARICOPA
 DU0891  USGS QUAD   -  TEMPE (1982)
 DU0891
 DU0891                         *CURRENT SURVEY CONTROL
 DU0891  ___________________________________________________________________
 DU0891* NAD 83(1992)-  33 27 43.43158(N)    111 55 36.04907(W)     NO CHECK  
 DU0891* NAVD 88     -       374.37   (+/-2cm)    1228.2    (feet)  VERTCON   
 DU0891  ___________________________________________________________________
 DU0891  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DU0891  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0891  HORZ ORDER  -  SECOND
 DU0891  VERT ORDER  -  THIRD ? (See Below)
 DU0891
 DU0891.The horizontal coordinates were established by classical geodetic methods
 DU0891.and adjusted by the National Geodetic Survey in August 1993.
 DU0891.No horizontal observational check was made to the station.
 DU0891
 DU0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0891.The vertical order pertains to the NGVD 29 superseded value.
 DU0891
 DU0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0891
 DU0891.The geoid height was determined by GEOID03.
 DU0891
 DU0891;                    North         East     Units Scale Factor Converg.
 DU0891;SPC AZ C     -   272,993.360   212,429.195   MT  0.99990001   -0 00 19.9
 DU0891;SPC AZ C     -   895,647.51    696,946.18   iFT  0.99990001   -0 00 19.9
 DU0891;UTM  12      - 3,702,897.340   413,885.943   MT  0.99969142   -0 30 39.6
 DU0891
 DU0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0891!SPC AZ C     -   0.99994589  x   0.99990001  =   0.99984591
 DU0891!UTM  12      -   0.99994589  x   0.99969142  =   0.99963733
 DU0891
 DU0891:                Primary Azimuth Mark                     Grid Az
 DU0891:SPC AZ C     -  SCOTT 2 AZ MK 2                          008 59 48.4
 DU0891:UTM  12      -  SCOTT 2 AZ MK 2                          009 30 08.1
 DU0891
 DU0891|---------------------------------------------------------------------|
 DU0891| PID    Reference Object                     Distance      Geod. Az  |
 DU0891|                                                           dddmmss.s |
 DU0891| DU1567 SCOTT 2 AZ MK 2                                    0085928.5 |
 DU0891| DU0889 SCOTT AZ MK                                        0091422.3 |
 DU0891| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 2.1 KM 0864745.4 |
 DU0891| DU0886 SCOTT RM 2                            5.190 METERS 08837     |
 DU0891| DU0887 SCOTT                                23.838 METERS 09058     |
 DU0891| DU0892 SCOTT 2 RM 3                         17.822 METERS 26831     |
 DU0891| DU0890 SCOTT 2 AZ MK                                      2702843.0 |
 DU0891| DU0893 SCOTT 2 RM 4                         12.052 METERS 35657     |
 DU0891|---------------------------------------------------------------------|
 DU0891
 DU0891                          SUPERSEDED SURVEY CONTROL
 DU0891
 DU0891  NAD 83(1986)-  33 27 43.42594(N)    111 55 36.05476(W) AD(       ) 2
 DU0891  NAD 27      -  33 27 43.26665(N)    111 55 33.53151(W) AD(       ) 2
 DU0891  NGVD 29 (07/19/86)  373.75   (m)         1226.2    (f) LEVELING    3  
 DU0891
 DU0891.Superseded values are not recommended for survey control.
 DU0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0891.See file dsdata.txt to determine how the superseded data were derived.
 DU0891
 DU0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1388602897(NAD 83)
 DU0891_MARKER: DS = TRIANGULATION STATION DISK
 DU0891_SETTING: 0 = UNSPECIFIED SETTING
 DU0891_STAMPING: SCOTT 2 1968
 DU0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0891+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2006
 DU0891
 DU0891  HISTORY     - Date     Condition        Report By
 DU0891  HISTORY     - 1968     MONUMENTED       AZHD
 DU0891  HISTORY     - 1968     GOOD             AZDT
 DU0891  HISTORY     - 1970     GOOD             NGS
 DU0891  HISTORY     - 19951014 GOOD             USPSQD
 DU0891  HISTORY     - 20010702 MARK NOT FOUND   NGS
 DU0891  HISTORY     - 20060930 GOOD             USPSQD
 DU0891  HISTORY     - 20070711 POOR             GEOCAC
 DU0891
 DU0891                          STATION DESCRIPTION
 DU0891
 DU0891'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 DU0891'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF SCOTTSDALE AND
 DU0891'ON THE SOUTHWEST CORNER OF SCOTTSDALE RD. AND BELLEVIEW
 DU0891'STREET.  TO REACH FROM SCOTTSDALE RD. AND EAST MC DOWELL RD.
 DU0891'IN SCOTTSDALE, GO SOUTH ON SCOTTSDALE RD. FOR 0.25 MILE TO
 DU0891'BELLEVIEW STREET, TURN RIGHT ON BELLEVIEW AND STATION ON LEFT.
 DU0891'
 DU0891'STATION MARK, A STANDARD DISK STAMPED SCOTT 2 1968 IS SET IN
 DU0891'A DRILL HOLE IN THE SOUTHWEST STREET CURB AT SCOTTSDALE ROAD
 DU0891'AND BELLEVIEW STREET.  THE MARK IS 121.1 FEET WEST OF CENTERLINE
 DU0891'OF SCOTTSDALE ROAD, 19.7 FEET SOUTH OF CENTER OF BELLEVIEW
 DU0891'STREET, 58.5 FEET WEST-NORTHWEST OF POWER POLE NO. 1424, AND
 DU0891'17.35 FEET WEST OF EDGE OF FIRST DRIVEWAY LEADING INTO A
 DU0891'RICHFIELD SERVICE STATION ON BELLEVIEW.
 DU0891'
 DU0891'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED SCOTT 2
 DU0891'NO. 3 1968, IS SET IN A DRILL HOLE IN THE SOUTH STREET CURB
 DU0891'OF BELLEVIEW STREET.  THE MARK IS 136.80 FEET WEST OF CENTERLINE
 DU0891'OF NO. SCOTTSDALE RD. 58.47 FEET WEST ALONG CURB FROM SCOTT
 DU0891'2 1968 AND 10.6 FEET NORTHEAST OF A SRP POWER POLE.
 DU0891'
 DU0891'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED SCOTT 2
 DU0891'NO. 4 1968, IS SET IN A DRILL HOLE IN THE NORTH STREET CURB
 DU0891'OF BELLEVIEW STREET.  THE MARK IS 39.54 FEET NORTH OF SCOTT
 DU0891'2 1968, 19.84 FEET NORTH OF CENTER OF BELLEVIEW STREET, AND
 DU0891'56.3 FEET EAST OF A SRP POWER POLE.
 DU0891'
 DU0891'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED SCOTT 2 1968
 DU0891'IS SET IN A DRILL HOLE IN THE NORTHEAST STREET CURB OF EAST
 DU0891'BELLEVIEW AND NORTH 70TH STREET.  THE MARK IS 29.45 FEET
 DU0891'SOUTHWEST OF CORNER OF HOUSE, 13.35 FEET SOUTH OF A FIRE HYDRANT,
 DU0891'48.60 FEET NORTH OF A VERTICAL IRRIGATION BOX WHICH IS LOCATED
 DU0891'ON SOUTHEAST CORNER OF EAST BELLEVIEW, AND 83.30 FEET NORTHEAST
 DU0891'OF A STREET LIGHT POLE WHICH IS LOCATED ON SOUTHWEST CORNER OF
 DU0891'EAST BELLEVIEW STREET.
 DU0891
 DU0891                          STATION RECOVERY (1968)
 DU0891
 DU0891'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1968
 DU0891'2.25 MI S FROM SCOTTSDALE.
 DU0891'THE MARK IS LOCATED IN THE SOUTH PART OF SCOTTSDALE, AT THE
 DU0891'INTERSECTION OF SCOTTSDALE ROAD AND EAST MCDOWELL ROAD.  SET IN A
 DU0891'DRILL HOLE, 121.1 FEET WEST OF THE CENTERLINE OF SCOTTSDALE ROAD, 58.5
 DU0891'FEET WEST-NORTHWEST OF POWER LINE POLE NO. FR-70 WP-G 47-40, 19.7 FEET
 DU0891'SOUTH OF THE CENTERLINE OF BELLEVIEW ST., 17.35 FEET WEST OF WEST EDGE
 DU0891'OF FIRST DRIVEWAY LEADING INTO A RICHFIELD SERVICE STATION ON
 DU0891'BELLEVIEW ST., 58.47 FEET EAST OF RM 3.
 DU0891
 DU0891                          STATION RECOVERY (1970)
 DU0891
 DU0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0891'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE 1968 AZIMUTH
 DU0891'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NUMBER 2
 DU0891'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DU0891'
 DU0891'THE STATION MARK IS A STANDARD DISK STAMPED, SCOTT 2 1968.
 DU0891'IT IS SET IN A DRILL HOLE IN THE SOUTH CURB OF EAST BELLEVIEW
 DU0891'STREET, 57.3 FEET WEST OF A STOP SIGN ON THE SOUTHWEST CORNER
 DU0891'OF EAST BELLEVIEW STREET AND NORTH SCOTTSDALE ROAD AND 12-1/2
 DU0891'FEET NORTHEAST OF POWER POLE NUMBER FR-70 WP-G 47-40.
 DU0891'
 DU0891'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SCOTT 2 NO 3 1968.
 DU0891'IT IS SET IN A DRILL HOLE IN THE SOUTH CURB OF EAST BELLEVIEW
 DU0891'STREET, 18-1/2 FEET SOUTH OF THE CENTER LINE OF EAST BELLEVIEW
 DU0891'STREET AND 10 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER.
 DU0891'
 DU0891'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, SCOTT 2 NO 4
 DU0891'1968.  IT IS 63 FEET NORTH OF A FIRE HYDRANT, 18 FEET NORTH
 DU0891'OF THE CENTER LINE OF EAST BELLEVIEW STREET AND SET IN A DRILL
 DU0891'HOLE IN THE NORTH CURB.
 DU0891'
 DU0891'STEM (OLD R.M. 2) IS WHAT APPEARS TO BE THE STEM OF OLD
 DU0891'REFERENCE MARK 2 WITH THE CAP REMOVED.  IT IS SET IN A DRILL
 DU0891'HOLE IN THE SOUTH CURB ABOUT 17 FEET EAST OF THE STATION.
 DU0891'
 DU0891'AZIMUTH MARK (1968) IS A STANDARD DISK STAMPED, SCOTT 2 1968.
 DU0891'IT IS SET IN A DRILL HOLE IN THE CURB IN THE NORTHEAST INTERSECTION
 DU0891'OF NORTH 70 STREET AND EAST BELLEVIEW STREET.  IT IS 3 FEET
 DU0891'WEST OF A STOP SIGN.
 DU0891'
 DU0891'AZIMUTH MARK NUMBER 2 IS A STANDARD DISK STAMPED, SCOTT 2
 DU0891'NO 2 1968 1970.  IT IS AT THE SOUTHEAST CORNER OF THE INTERSECTION
 DU0891'OF EAST MC DOWELL ROAD AND SCOTTSDALE ROAD.  THE MARK IS SET
 DU0891'IN A DRILL HOLE IN THE CONCRETE SUPPORT OF A MAN HOLE, 22 FEET
 DU0891'SOUTH OF A TRAFFIC LIGHT, 9-1/2 FEET SOUTH WEST OF A FOUNTAIN
 DU0891'UNDER AN ARCH AND 5 FEET EAST OF THE SIDEWALK.
 DU0891'
 DU0891'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU0891'ROAD AND NORTH SCOTTSDALE ROAD IN SCOTTSDALE, GO SOUTH ALONG
 DU0891'NORTH SCOTTSDALE ROAD FOR 0.25 MILE TO THE STATION ON THE
 DU0891'RIGHT.
 DU0891'
 DU0891'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU0891'
 DU0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 DU0891'SOUTH OF SCOTSDALE
 DU0891
 DU0891                          STATION RECOVERY (1995)
 DU0891
 DU0891'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0891'RECOVERED IN GOOD CONDITION.
 DU0891
 DU0891                          STATION RECOVERY (2001)
 DU0891
 DU0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DU0891'STATION SHOULD BE CONSIDERED LOST, ONLY THE STATION'S DISK SHANK
 DU0891'REMAINS.  RM 3 SHOULD ALSO BE CONSIDERED LOST DUE TO DRIVEWAY
 DU0891'CONSTRUCTION.  RM 4 WAS RECOVERED, BUT IT IS LOCATED 63 FEET WEST OF A
 DU0891'FIRE HYDRANT NOT NORTH OF THE HYDRANT AS DESCRIBED.  AZIMUTH MARK
 DU0891'NUMBER 2 WAS RECOVERED IN GOOD CONDITION.
 DU0891
 DU0891                          STATION RECOVERY (2006)
 DU0891
 DU0891'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0891'RECOVERED AS DESCRIBED.
 DU0891
 DU0891                          STATION RECOVERY (2007)
 DU0891
 DU0891'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0891'ONLY THE STEM OF THE DISK REMAINS, WHICH MAY YET BE OF SOME USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH3759 ***********************************************************************
 AH3759  HT_MOD      -  This is a Height Modernization Survey Station.
 AH3759  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH3759  DESIGNATION -  SCOTTSDALE CORS ARP
 AH3759  CORS_ID     -  COSA
 AH3759  PID         -  AH3759
 AH3759  STATE/COUNTY-  AZ/MARICOPA
 AH3759  USGS QUAD   -  PARADISE VALLEY (1982)
 AH3759
 AH3759                         *CURRENT SURVEY CONTROL
 AH3759  ___________________________________________________________________
 AH3759* NAD 83(CORS)-  33 34 07.37975(N)    111 52 55.73424(W)     ADJUSTED  
 AH3759* NAVD 88     -       421.78   (meters)    1383.8    (feet)  GPS OBS   
 AH3759  ___________________________________________________________________
 AH3759  EPOCH DATE  -        2002.00
 AH3759  X           -  -1,982,826.249 (meters)                     COMP
 AH3759  Y           -  -4,936,879.359 (meters)                     COMP
 AH3759  Z           -   3,506,904.183 (meters)                     COMP
 AH3759  ELLIP HEIGHT-         392.175 (meters)          (08/??/06) ADJUSTED
 AH3759  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AH3759  HORZ ORDER  -  SPECIAL (CORS)
 AH3759  ELLP ORDER  -  SPECIAL (CORS)
 AH3759
 AH3759.ITRF positions are available for this station.
 AH3759.The coordinates were established by GPS observations
 AH3759.and adjusted by the National Geodetic Survey in August 2006.
 AH3759.The coordinates are valid at the epoch date displayed above.
 AH3759.The epoch date for horizontal control is a decimal equivalence
 AH3759.of Year/Month/Day.
 AH3759
 AH3759.The orthometric height was determined by GPS observations and a
 AH3759.high-resolution geoid model.
 AH3759.The orthometric height was determined by GPS observations and a
 AH3759.high-resolution geoid model using precise GPS observation and
 AH3759.processing techniques.
 AH3759
 AH3759.The PID for the CORS L1 Phase Center is CQ6024.
 AH3759
 AH3759.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH3759
 AH3759.The ellipsoidal height was determined by GPS observations
 AH3759.and is referenced to NAD 83.
 AH3759
 AH3759.The geoid height was determined by GEOID03.
 AH3759
 AH3759;                    North         East     Units Scale Factor Converg.
 AH3759;SPC AZ C     -   284,821.860   216,564.668   MT  0.99990013   +0 01 08.7
 AH3759;SPC AZ C     -   934,454.92    710,514.00   iFT  0.99990013   +0 01 08.7
 AH3759
 AH3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3759!SPC AZ C     -   0.99993844  x   0.99990013  =   0.99983857
 AH3759
 AH3759                          SUPERSEDED SURVEY CONTROL
 AH3759
 AH3759  NAD 83(CORS)-  33 34 07.37911(N)    111 52 55.73458(W) AD(2002.00) c
 AH3759  ELLIP H (03/??/02)  392.204  (m)                       GP(2002.00) c c
 AH3759  NAD 83(CORS)-  33 34 07.37898(N)    111 52 55.73450(W) AD(1997.00) c
 AH3759  ELLIP H (10/??/98)  392.235  (m)                       GP(1997.00) c c
 AH3759
 AH3759.Superseded values are not recommended for survey control.
 AH3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3759.See file dsdata.txt to determine how the superseded data were derived.
 AH3759
 AH3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1812514686(NAD 83)
 AH3759_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH3759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3759
 AH3759                          STATION DESCRIPTION
 AH3759
 AH3759'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AH3759'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH3759'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH3759'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH3759'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH3759'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CQ6024 ***********************************************************************
 CQ6024  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6024  DESIGNATION -  SCOTTSDALE CORS L1 PHASE CENTER
 CQ6024  CORS_ID     -  COSA
 CQ6024  PID         -  CQ6024
 CQ6024  STATE/COUNTY-  AZ/MARICOPA
 CQ6024  USGS QUAD   -  PARADISE VALLEY (1982)
 CQ6024
 CQ6024                         *CURRENT SURVEY CONTROL
 CQ6024  ___________________________________________________________________
 CQ6024* NAD 83(CORS)-  33 34 07.37976(N)    111 52 55.73422(W)     ADJUSTED  
 CQ6024* NAVD 88     -              **(meters)            **(feet)            
 CQ6024  ___________________________________________________________________
 CQ6024  EPOCH DATE  -        2002.00
 CQ6024  X           -  -1,982,826.271 (meters)                     COMP
 CQ6024  Y           -  -4,936,879.414 (meters)                     COMP
 CQ6024  Z           -   3,506,904.223 (meters)                     COMP
 CQ6024  ELLIP HEIGHT-         392.246 (meters)          (08/??/06) ADJUSTED
 CQ6024  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CQ6024  HORZ ORDER  -  SPECIAL (CORS)
 CQ6024  ELLP ORDER  -  SPECIAL (CORS)
 CQ6024
 CQ6024.ITRF positions are available for this station.
 CQ6024.The coordinates were established by GPS observations
 CQ6024.and adjusted by the National Geodetic Survey in August 2006.
 CQ6024.The coordinates are valid at the epoch date displayed above.
 CQ6024.The epoch date for horizontal control is a decimal equivalence
 CQ6024.of Year/Month/Day.
 CQ6024
 CQ6024
 CQ6024.The PID for the CORS ARP is AH3759.
 CQ6024
 CQ6024.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6024
 CQ6024.The ellipsoidal height was determined by GPS observations
 CQ6024.and is referenced to NAD 83.
 CQ6024
 CQ6024.The geoid height was determined by GEOID03.
 CQ6024
 CQ6024;                    North         East     Units Scale Factor Converg.
 CQ6024;SPC AZ C     -   284,821.860   216,564.669   MT  0.99990013   +0 01 08.7
 CQ6024;SPC AZ C     -   934,454.92    710,514.01   iFT  0.99990013   +0 01 08.7
 CQ6024
 CQ6024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6024!SPC AZ C     -   0.99993842  x   0.99990013  =   0.99983856
 CQ6024
 CQ6024                          SUPERSEDED SURVEY CONTROL
 CQ6024
 CQ6024  NAD 83(CORS)-  33 34 07.37912(N)    111 52 55.73456(W) AD(2002.00) c
 CQ6024  ELLIP H (03/??/02)  392.276  (m)                       GP(2002.00) c c
 CQ6024  NAD 83(CORS)-  33 34 07.37899(N)    111 52 55.73448(W) AD(1997.00) c
 CQ6024  ELLIP H (10/??/98)  392.306  (m)                       GP(1997.00) c c
 CQ6024
 CQ6024.Superseded values are not recommended for survey control.
 CQ6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ6024.See file dsdata.txt to determine how the superseded data were derived.
 CQ6024
 CQ6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1812514686(NAD 83)
 CQ6024_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ6024
 CQ6024                          STATION DESCRIPTION
 CQ6024
 CQ6024'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ6024'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ6024'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ6024'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ6024'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ6024'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2209 ***********************************************************************
 DU2209  DESIGNATION -  SCOTTSDALE THUNDERBIRD ACAD TK
 DU2209  PID         -  DU2209
 DU2209  STATE/COUNTY-  AZ/MARICOPA
 DU2209  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2209
 DU2209                         *CURRENT SURVEY CONTROL
 DU2209  ___________________________________________________________________
 DU2209* NAD 83(1992)-  33 36 36.65638(N)    111 55 06.88766(W)     ADJUSTED  
 DU2209* NAVD 88     -              **(meters)            **(feet)            
 DU2209  ___________________________________________________________________
 DU2209  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 DU2209  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU2209  HORZ ORDER  -  THIRD
 DU2209
 DU2209.The horizontal coordinates were established by classical geodetic methods
 DU2209.and adjusted by the National Geodetic Survey in August 1993.
 DU2209
 DU2209
 DU2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2209
 DU2209.The geoid height was determined by GEOID03.
 DU2209
 DU2209;                    North         East     Units Scale Factor Converg.
 DU2209;SPC AZ C     -   289,420.039   213,182.460   MT  0.99990000   -0 00 03.8
 DU2209;SPC AZ C     -   949,540.81    699,417.52   iFT  0.99990000   -0 00 03.8
 DU2209;UTM  12      - 3,719,313.279   414,784.189   MT  0.99968952   -0 30 30.6
 DU2209
 DU2209                          SUPERSEDED SURVEY CONTROL
 DU2209
 DU2209  NAD 83(1986)-  33 36 36.65156(N)    111 55 06.89268(W) AD(       ) 4
 DU2209  NAD 27      -  33 36 36.50300(N)    111 55 04.36600(W) AD(       ) 3
 DU2209
 DU2209.Superseded values are not recommended for survey control.
 DU2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2209.See file dsdata.txt to determine how the superseded data were derived.
 DU2209
 DU2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1478419313(NAD 83)
 DU2209_MARKER: 53 = ELEVATED TANK
 DU2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2209+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DU2209
 DU2209  HISTORY     - Date     Condition        Report By
 DU2209  HISTORY     - 1963     FIRST OBSERVED   CGS
 DU2209  HISTORY     - 1976     GOOD             NGS
 DU2209  HISTORY     - 1983     GOOD             NGS
 DU2209  HISTORY     - 19951017 GOOD             USPSQD
 DU2209  HISTORY     - 20060908 GOOD             GEOCAC
 DU2209
 DU2209                          STATION DESCRIPTION
 DU2209
 DU2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2209'STATION IS LOCATED APPROXIMATELY 6 MILES NORTH OF THE CENTER OF
 DU2209'SCOTTSDALE, 2.2 MILES SOUTH OF BELL ROAD AND 0.3 MILE EAST OF
 DU2209'SCOTTSDALE ROAD.
 DU2209'
 DU2209'STATION IS A SILVER WATER TANK SUPPORTED BY 4 LEGS, HAS SET OF
 DU2209'RED LIGHTS ON TOP AND IS APPROXIMATELY 125 FEET HIGH.
 DU2209'
 DU2209'POINT INTERSECTED WAS TOP AND CENTER.
 DU2209
 DU2209                          STATION RECOVERY (1976)
 DU2209
 DU2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DU2209'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2209'
 DU2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DU2209'NORTH OF SCOTTSDALE.
 DU2209
 DU2209                          STATION RECOVERY (1983)
 DU2209
 DU2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 DU2209'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2209'
 DU2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DU2209'NORTH OF CENTER OF SCOTTSDALE.
 DU2209
 DU2209                          STATION RECOVERY (1995)
 DU2209
 DU2209'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2209'RECOVERED IN GOOD CONDITION.
 DU2209
 DU2209                          STATION RECOVERY (2006)
 DU2209
 DU2209'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0987 ***********************************************************************
 ES0987  DESIGNATION -  SCRABBLE
 ES0987  PID         -  ES0987
 ES0987  STATE/COUNTY-  AZ/GILA
 ES0987  USGS QUAD   -  CANE SPRINGS MTN (1967)
 ES0987
 ES0987                         *CURRENT SURVEY CONTROL
 ES0987  ___________________________________________________________________
 ES0987* NAD 83(1992)-  34 22 02.09368(N)    111 31 56.92347(W)     ADJUSTED  
 ES0987* NAVD 88     -      1847.3    (meters)    6061.     (feet)  VERTCON   
 ES0987  ___________________________________________________________________
 ES0987  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 ES0987  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 ES0987  HORZ ORDER  -  SECOND
 ES0987
 ES0987.The horizontal coordinates were established by classical geodetic methods
 ES0987.and adjusted by the National Geodetic Survey in August 1993.
 ES0987
 ES0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0987
 ES0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0987
 ES0987.The geoid height was determined by GEOID03.
 ES0987
 ES0987;                    North         East     Units Scale Factor Converg.
 ES0987;SPC AZ E     -   374,232.383    87,733.559   MT  1.00009447   -0 46 15.9
 ES0987;SPC AZ E     - 1,227,796.53    287,839.76   iFT  1.00009447   -0 46 15.9
 ES0987;SPC AZ C     -   373,453.925   248,696.210   MT  0.99991539   +0 13 00.7
 ES0987;SPC AZ C     - 1,225,242.54    815,932.45   iFT  0.99991539   +0 13 00.7
 ES0987;UTM  12      - 3,803,005.384   451,039.110   MT  0.99962955   -0 18 02.1
 ES0987
 ES0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0987!SPC AZ E     -   0.99971408  x   1.00009447  =   0.99980852
 ES0987!SPC AZ C     -   0.99971408  x   0.99991539  =   0.99962949
 ES0987!UTM  12      -   0.99971408  x   0.99962955  =   0.99934374
 ES0987
 ES0987|---------------------------------------------------------------------|
 ES0987| PID    Reference Object                     Distance      Geod. Az  |
 ES0987|                                                           dddmmss.s |
 ES0987| CH3311 SCRABBLE RM 1                         5.254 METERS 02456     |
 ES0987| CH3312 SCRABBLE RM 2                        18.385 METERS 11743     |
 ES0987| CH3310 SCRABBLE AZ MK                                     3052835.0 |
 ES0987|---------------------------------------------------------------------|
 ES0987
 ES0987                          SUPERSEDED SURVEY CONTROL
 ES0987
 ES0987  NAD 83(1986)-  34 22 02.08705(N)    111 31 56.92570(W) AD(       ) 2
 ES0987  NAD 27      -  34 22 01.98300(N)    111 31 54.41200(W) AD(       ) 2
 ES0987  NGVD 29 (07/19/86) 1846.5    (m)         6058.     (f) VERT ANG    3  
 ES0987
 ES0987.Superseded values are not recommended for survey control.
 ES0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0987.See file dsdata.txt to determine how the superseded data were derived.
 ES0987
 ES0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5103903005(NAD 83)
 ES0987_MARKER: DS = TRIANGULATION STATION DISK
 ES0987_SETTING: 80 = SET IN A BOULDER
 ES0987_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0987+STABILITY: SURFACE MOTION
 ES0987
 ES0987  HISTORY     - Date     Condition        Report By
 ES0987  HISTORY     - 1946     MONUMENTED       CGS
 ES0987  HISTORY     - 1966     GOOD             USGS
 ES0987  HISTORY     - 1968     GOOD             CGS
 ES0987  HISTORY     - 1969     GOOD             AZHD
 ES0987
 ES0987                          STATION DESCRIPTION
 ES0987
 ES0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0987'STATION IS LOCATED APPROX. 5 MILES WSW OF PINE, ARIZ., APPROX.
 ES0987'14 MILES NW OF PAYSON, AND APPROX. 2-1/2 MILES SOUTH OF THE
 ES0987'PINE - CAMP VERDE ROAD.  IT IS ON WHAT IS KNOWN AS HARDSCRABBLE
 ES0987'MESA AND APPROX. 1/2 MILE WNW OF A RANCH CABIN WHICH IS ON THE
 ES0987'TOP OF MESA.
 ES0987'
 ES0987'TO REACH THE STATION FROM THE POST OFFICE IN PINE, ARIZONA, GO NW
 ES0987'ON THE WINSLOW AND FLAGSTAFF ROAD FOR 3.3 MILES TO A SIDE
 ES0987'ROAD LEFT AT SEVERAL SIGNS, HERE TURN LEFT AS PER SIGN PRESCOTT
 ES0987'97 AND GO 2.5 MILES TO A SET OF FARM BUILDINGS ON THE RIGHT AND
 ES0987'A BOARD GATE ON THE LEFT, THENCE CONTINUE ON THE MAIN ROAD
 ES0987'FOR 0.25 MILE TO A DIM FORK LEFT OFF SHOULDER OF HIGHWAY,
 ES0987'TAKE LEFT FORK AND GO 0.3 MILE AND TURN LEFT INTO WASH APPROX.
 ES0987'35 YDS. BEFORE REACHING A RANCH HOUSE, FROM HERE GO 0.05
 ES0987'MILE DOWN WASH, LEAVE WASH AND CONTINUE ON THE OLD ROAD ON
 ES0987'LEFT SIDE OF WASH FOR 0.5 MILE TO A WIRE GATE, PASS THROUGH
 ES0987'GATE AND CONTINUE ON OLD ROAD FOR 0.25 TO A BOARD GATE,
 ES0987'PASS THROUGH GATE AND GO 0.8 MILE TO A WIRE GATE, PASS
 ES0987'THROUGH GATE AND CONTINUE FOR 0.3 MILE TO A ROCKY WASH, CROSS
 ES0987'WASH ON OLD ROAD AND GO 0.1 MILE TO A TRIPPLE NOTCHED TREE
 ES0987'ON RIGHT AND SMALL PILE OF ROCK ON RIGHT, HERE LEAVE ROAD
 ES0987'AND TURN RIGHT AND GO ACROSS COUNTRY FOR 0.1 MILE TO DIM
 ES0987'TRACKS, JUST BEFORE REACHING FENCE LINE, TURN LEFT ON DIM
 ES0987'TRACK AND FOLLOW THEM 0.35 MILE TO TWO WIRE GATES ON THE
 ES0987'RIGHT, PASS THROUGH THE LEFT GATE AND CONTINUE ALONG THE
 ES0987'FENCE LINE FOR 0.05 MILE TO A SMALL ROCK CAIRN ON LFET
 ES0987'AND A BLAZE ON TREE ON LEFT, HERE TURN LEFT AND GO
 ES0987'SOUTHERLY IN DIRECTION OF SEVERAL ROCK CAIRNS FOR 0.1 MILE
 ES0987'TO VICINITY OF TWO ROCK CAIRNS, HERE TURN RIGHT AND ANGLE
 ES0987'LEFT OF HIGHEST PART OF MESA FOR 0.9 MILE TO TWO WIRE
 ES0987'GATES, A VERY PROMINENT PINYON TREE IS SITUATED BETWEEN
 ES0987'THE TWO GATES, PASS THROUGH THE RIGHT GATE AND FOLLOW FENCE
 ES0987'LINE FOR 0.1 MILE IN DIRECTION OF OLD RANCH HOUSE, THEN
 ES0987'CIRCLE RIGHT ACROSS COUNTRY FOR 0.5 MILE TO HIGHEST PART OF
 ES0987'MESA AND STATION.
 ES0987'
 ES0987'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED--SCRABBLE
 ES0987'1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP
 ES0987'OF WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0987'THIS MARK IS APPROX. 25 METERS E OF TRIANGLE BLAZE ON A LARGE
 ES0987'PINYON TREE, 8 METERS NE OF A SMALL TREE WITH LOWER LIMBS
 ES0987'CLEARED, AND APPROX. 40 METERS SSE OF AN OLD PARTLY BURNED
 ES0987'AND TWISTED TREE WHICH IS THE TALLEST TREE IN THE VICINITY.
 ES0987'
 ES0987'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--SCRABBLE
 ES0987'NO. 1 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 ES0987'TOP OF WHICH IS 8 INCHES ABOVE THE SURROUNDING SURFACE.  THIS
 ES0987'MARK IS NNE OF STATION AND ON SAME LEVEL WITH STATION.
 ES0987'
 ES0987'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--SCRABBLE
 ES0987'NO. 2 1946, AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER,
 ES0987'TOP OF WHICH IS 12 INCHES ABOVE THE SURROUNDING SURFACE.
 ES0987'THIS MARK IS ESE OF STATION AND ON SAME LEVEL WITH STATION.
 ES0987'
 ES0987'AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED--SCRABBLE 1946,
 ES0987'AND IS CEMENTED INTO A DRILL HOLE IN A BOULDER, TOP OF WHICH
 ES0987'IS 8 INCHES ABOVE THE SURROUNDING SURFACE.  THIS MARK IS
 ES0987'1/4 MILE NW OF STATION AND DIRECTLY ACROSS A SHALLOW BASIN
 ES0987'FROM STATION, AND IS 16 METERS E OF AN UMBRELLA SHAPED PINYON
 ES0987'TREE WHICH IS LIMBED ABOUT 12 FT. ABOVE GROUND, AND 23 METERS
 ES0987'ESE OF A UNIFORMLY ROUNDED PINYON TREE WHICH IS CLEAR OF LIMBS
 ES0987'TO ABOUT 5 FT.
 ES0987
 ES0987                          STATION RECOVERY (1966)
 ES0987
 ES0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0987'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 ES0987
 ES0987                          STATION RECOVERY (1968)
 ES0987
 ES0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 ES0987'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 ES0987'
 ES0987'TO REACH THE STATION FROM PINE, ARIZONA THE ORIGINAL DESCRIPTION
 ES0987'IS ADEQUATE WITH THE EXCEPTION THAT THE CAIRNS MENTIONED
 ES0987'HAVE BEEN DESTROYED.  HOWEVER THERE IS NO DIFFICULTY TO
 ES0987'FOLLOWING THE DIRECTIONS.
 ES0987'
 ES0987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 ES0987'WSW OF PINE ARIZONA.
 ES0987
 ES0987                          STATION RECOVERY (1969)
 ES0987
 ES0987'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 ES0987'GENERAL LOCATION - APPROXIMATELY 5 MILES WSW OF PINE ARIZ.
 ES0987'
 ES0987'STATION MARK - THE STATION, REFERENCE MARKS AND AZIMUTH
 ES0987'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 ES0987'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0687 ***********************************************************************
 ER0687  DESIGNATION -  SCRABBLE
 ER0687  PID         -  ER0687
 ER0687  STATE/COUNTY-  AZ/APACHE
 ER0687  USGS QUAD   -  WILD COW LAKE (1978)
 ER0687
 ER0687                         *CURRENT SURVEY CONTROL
 ER0687  ___________________________________________________________________
 ER0687* NAD 83(1992)-  34 58 28.36797(N)    109 13 36.68326(W)     ADJUSTED  
 ER0687* NAVD 88     -      1926.62   (+/-2cm)    6320.9    (feet)  VERTCON   
 ER0687  ___________________________________________________________________
 ER0687  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 ER0687  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 ER0687  HORZ ORDER  -  SECOND
 ER0687  VERT ORDER  -  THIRD ? (See Below)
 ER0687
 ER0687.The horizontal coordinates were established by classical geodetic methods
 ER0687.and adjusted by the National Geodetic Survey in August 1993.
 ER0687
 ER0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0687.The vertical order pertains to the NGVD 29 superseded value.
 ER0687
 ER0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0687
 ER0687.The geoid height was determined by GEOID03.
 ER0687
 ER0687;                    North         East     Units Scale Factor Converg.
 ER0687;SPC AZ E     -   441,154.136   299,172.861   MT  0.99999073   +0 32 19.5
 ER0687;SPC AZ E     - 1,447,356.09    981,538.26   iFT  0.99999073   +0 32 19.5
 ER0687;UTM  12      - 3,871,656.317   661,861.304   MT  0.99992290   +1 00 59.8
 ER0687
 ER0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0687!SPC AZ E     -   0.99970127  x   0.99999073  =   0.99969201
 ER0687!UTM  12      -   0.99970127  x   0.99992290  =   0.99962420
 ER0687
 ER0687|---------------------------------------------------------------------|
 ER0687| PID    Reference Object                     Distance      Geod. Az  |
 ER0687|                                                           dddmmss.s |
 ER0687| CS5192 SCRABBLE RM 1                        11.060 METERS 00209     |
 ER0687| CS5193 SCRABBLE RM 2                        10.933 METERS 18219     |
 ER0687|---------------------------------------------------------------------|
 ER0687
 ER0687                          SUPERSEDED SURVEY CONTROL
 ER0687
 ER0687  NAD 83(1986)-  34 58 28.35955(N)    109 13 36.68665(W) AD(       ) 2
 ER0687  NGVD 29 (01/29/91) 1925.65   (m)         6317.7    (f) LEVELING    3  
 ER0687
 ER0687.Superseded values are not recommended for survey control.
 ER0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0687.See file dsdata.txt to determine how the superseded data were derived.
 ER0687
 ER0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6186171656(NAD 83)
 ER0687_MARKER: DS = TRIANGULATION STATION DISK
 ER0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0687+STABILITY: SURFACE MOTION
 ER0687
 ER0687  HISTORY     - Date     Condition        Report By
 ER0687  HISTORY     - 1982     MONUMENTED       AZDT
 ER0687
 ER0687                          STATION DESCRIPTION
 ER0687
 ER0687'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0687'THE STATION IS LOCATED 18 MILES SOUTHEAST OF SANDERS ALONG U.S.
 ER0687'HIGHWAY 666.
 ER0687'
 ER0687'THE STATION MARK IS AN AZDT DISK STAMPED---SCRABBLE 1982---SET IN TOP
 ER0687'OF A 10 INCH CONCRETE MONUMENT, 72 FEET EAST OF THE CENTER LINE OF
 ER0687'THE HIGHWAY AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 ER0687'
 ER0687'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SCRABBLE RM 1 1982---SET IN
 ER0687'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0687'
 ER0687'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SCRABBLE RM 2 1982---SET IN
 ER0687'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0687'
 ER0687'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS TRAVEL SOUTH
 ER0687'FOR 0.15 MILE TO INTERSTATE 40 AND U.S. HIGHWAY 666.   TRAVEL SOUTH
 ER0687'ALONG U.S. 666 FOR 19.75 MILES TO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0485 ***********************************************************************
 ER0485  DESIGNATION -  SCRAP
 ER0485  PID         -  ER0485
 ER0485  STATE/COUNTY-  AZ/APACHE
 ER0485  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0485
 ER0485                         *CURRENT SURVEY CONTROL
 ER0485  ___________________________________________________________________
 ER0485* NAD 83(1992)-  34 14 43.76801(N)    109 20 27.23032(W)     ADJUSTED  
 ER0485* NAVD 88     -      2046.1    (meters)    6713.     (feet)  VERTCON   
 ER0485  ___________________________________________________________________
 ER0485  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 ER0485  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 ER0485  HORZ ORDER  -  SECOND
 ER0485
 ER0485.The horizontal coordinates were established by classical geodetic methods
 ER0485.and adjusted by the National Geodetic Survey in August 1993.
 ER0485
 ER0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0485
 ER0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0485
 ER0485.The geoid height was determined by GEOID03.
 ER0485
 ER0485;                    North         East     Units Scale Factor Converg.
 ER0485;SPC AZ E     -   360,190.591   289,421.733   MT  0.99997129   +0 27 53.0
 ER0485;SPC AZ E     - 1,181,727.66    949,546.37   iFT  0.99997129   +0 27 53.0
 ER0485;UTM  12      - 3,790,621.087   652,780.272   MT  0.99988773   +0 56 01.8
 ER0485
 ER0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0485!SPC AZ E     -   0.99968249  x   0.99997129  =   0.99965378
 ER0485!UTM  12      -   0.99968249  x   0.99988773  =   0.99957025
 ER0485
 ER0485|---------------------------------------------------------------------|
 ER0485| PID    Reference Object                     Distance      Geod. Az  |
 ER0485|                                                           dddmmss.s |
 ER0485| CD3592 SCRAP RM 1                           13.496 METERS 05153     |
 ER0485| CD3593 SCRAP RM 2                            9.026 METERS 22900     |
 ER0485| ER0490 NEIL                                APPROX. 6.9 KM 3310740.7 |
 ER0485|---------------------------------------------------------------------|
 ER0485
 ER0485                          SUPERSEDED SURVEY CONTROL
 ER0485
 ER0485  NAD 83(1986)-  34 14 43.76672(N)    109 20 27.23712(W) AD(       ) 2
 ER0485  NAD 27      -  34 14 43.60236(N)    109 20 24.92074(W) AD(       ) 2
 ER0485  NGVD 29 (07/19/86) 2045.2    (m)         6710.     (f) VERT ANG    3  
 ER0485
 ER0485.Superseded values are not recommended for survey control.
 ER0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0485.See file dsdata.txt to determine how the superseded data were derived.
 ER0485
 ER0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5278090621(NAD 83)
 ER0485_MARKER: DD = SURVEY DISK
 ER0485_SETTING: 80 = SET IN A BOULDER
 ER0485_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0485+STABILITY: SURFACE MOTION
 ER0485
 ER0485  HISTORY     - Date     Condition        Report By
 ER0485  HISTORY     - 1978     MONUMENTED       AZDT
 ER0485
 ER0485                          STATION DESCRIPTION
 ER0485
 ER0485'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0485'THE STATION IS ABOUT 8 MILES NORTHWEST OF SPRINGERVILLE AND 0.3 MILE
 ER0485'EAST OF U.S. HWY. 180-666 ON A LOW CINDER HILL WITH A CINDER PIT ON
 ER0485'THE WEST SIDE.
 ER0485'
 ER0485'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---SCRAP 1978---
 ER0485'EPOXIED IN A DRILL HOLE IN A ROCK AND MARKED WITH A WITNESS POST AND
 ER0485'SIGN 6.3 TO THE NORTHWEST.
 ER0485'
 ER0485'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---SCRAP RM 1
 ER0485'1978---AND IS EPOXIED TO A ROCK.
 ER0485'
 ER0485'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---SCRAP RM 2
 ER0485'1978---EPOXIED TO A ROCK.
 ER0485'
 ER0485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND 180-666, 5
 ER0485'MILES WEST OF SPRINGERVILLE, TRAVEL NORTH ON U.S. HWY. 180-666 TO MILE
 ER0485'POST 389.37 AND A PIPE AND WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH
 ER0485'GATE AND GO 0.1 MILE TO A TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD
 ER0485'AND GO 0.45 MILE TO A HIGH POINT ON A RIDGE ON THE SOUTH SIDE OF A
 ER0485'CINDER HILL, TURN LEFT AND PICK WAY UP SLOPE THROUGH ROCKS TO END OF
 ER0485'TRUCK TRAVEL.  ABOUT A 3 MINUTE PACK TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1798 ***********************************************************************
 DU1798  DESIGNATION -  SCREW
 DU1798  PID         -  DU1798
 DU1798  STATE/COUNTY-  AZ/MARICOPA
 DU1798  USGS QUAD   -  BOULDER MTN (1964)
 DU1798
 DU1798                         *CURRENT SURVEY CONTROL
 DU1798  ___________________________________________________________________
 DU1798* NAD 83(1992)-  33 48 55.49508(N)    111 28 45.69795(W)     ADJUSTED  
 DU1798* NAVD 88     -       913.9    (meters)    2998.     (feet)  VERTCON   
 DU1798  ___________________________________________________________________
 DU1798  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 DU1798  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DU1798  HORZ ORDER  -  SECOND
 DU1798
 DU1798.The horizontal coordinates were established by classical geodetic methods
 DU1798.and adjusted by the National Geodetic Survey in August 1993.
 DU1798
 DU1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1798
 DU1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1798
 DU1798.The geoid height was determined by GEOID03.
 DU1798
 DU1798;                    North         East     Units Scale Factor Converg.
 DU1798;SPC AZ C     -   312,267.610   253,843.710   MT  0.99992020   +0 14 36.1
 DU1798;SPC AZ C     - 1,024,500.03    832,820.57   iFT  0.99992020   +0 14 36.1
 DU1798;UTM  12      - 3,741,793.181   455,636.374   MT  0.99962426   -0 16 00.4
 DU1798
 DU1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1798!SPC AZ C     -   0.99986093  x   0.99992020  =   0.99978114
 DU1798!UTM  12      -   0.99986093  x   0.99962426  =   0.99948524
 DU1798
 DU1798:                Primary Azimuth Mark                     Grid Az
 DU1798:SPC AZ C     -  RIN                                      023 49 56.3
 DU1798:UTM  12      -  RIN                                      024 20 32.8
 DU1798
 DU1798|---------------------------------------------------------------------|
 DU1798| PID    Reference Object                     Distance      Geod. Az  |
 DU1798|                                                           dddmmss.s |
 DU1798| DU1795 RIN                                 APPROX. 2.6 KM 0240432.4 |
 DU1798| DU1822 SCREW RM 1                           10.603 METERS 14118     |
 DU1798| DU1823 SCREW RM 2                            6.491 METERS 34020     |
 DU1798|---------------------------------------------------------------------|
 DU1798
 DU1798                          SUPERSEDED SURVEY CONTROL
 DU1798
 DU1798  NAD 83(1986)-  33 48 55.48833(N)    111 28 45.69915(W) AD(       ) 2
 DU1798  NGVD 29 (07/10/87)  913.3    (m)         2996.     (f) VERT ANG    3  
 DU1798
 DU1798.Superseded values are not recommended for survey control.
 DU1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1798.See file dsdata.txt to determine how the superseded data were derived.
 DU1798
 DU1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5563641793(NAD 83)
 DU1798_MARKER: DS = TRIANGULATION STATION DISK
 DU1798_SETTING: 80 = SET IN A BOULDER
 DU1798_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1798+STABILITY: SURFACE MOTION
 DU1798
 DU1798  HISTORY     - Date     Condition        Report By
 DU1798  HISTORY     - 1981     MONUMENTED       AZDT
 DU1798
 DU1798                          STATION DESCRIPTION
 DU1798
 DU1798'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1798'THE STATION IS LOCATED 3.5 MILES SOUTHWEST OF SUNFLOWER ON TOP OF
 DU1798'SCREW TAIL HILL ALONG THE NORTHEAST SIDE OF ARIZONA HIGHWAY 87.
 DU1798'
 DU1798'THE STATION MARK IS AN AZDT DISK STAMPED---SCREW 1981---SET IN A
 DU1798'DRILL HOLE IN A BOULDER, THE STATION MARKED BY A CAIRN ON AN OUTCROP.
 DU1798'
 DU1798'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SCREW RM 1 1981---SET
 DU1798'IN A DRILL HOLE IN A BOULDER.
 DU1798'
 DU1798'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SCREW RM 2 1981---SET
 DU1798'IN A DRILL HOLE IN A BOULDER.
 DU1798'
 DU1798'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200
 DU1798'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH 0.6 MILE TO
 DU1798'STATE ROUTE 87.  TURN RIGHT AND CONTINUE SOUTH FOR 32.55 MILE TO THE
 DU1798'SECOND SUNFLOWER TURN OFF, CONTINUE SOUTH FOR 3.7 MILES TO A TRAFFIC
 DU1798'PULL OUT ON THE LEFT AND END OF TRUCK TRAVEL.  PACK NORTHEAST UP THE
 DU1798'ROCKY HILL ABOUT 350 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0858 ***********************************************************************
 FR0858  DESIGNATION -  SCRUB
 FR0858  PID         -  FR0858
 FR0858  STATE/COUNTY-  AZ/COCONINO
 FR0858  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0858
 FR0858                         *CURRENT SURVEY CONTROL
 FR0858  ___________________________________________________________________
 FR0858* NAD 83(1992)-  35 17 50.44708(N)    112 06 21.07611(W)     ADJUSTED  
 FR0858* NAVD 88     -      2283.     (meters)    7490.     (feet)  SCALED    
 FR0858  ___________________________________________________________________
 FR0858  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 FR0858  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FR0858  HORZ ORDER  -  SECOND
 FR0858
 FR0858.The horizontal coordinates were established by classical geodetic methods
 FR0858.and adjusted by the National Geodetic Survey in August 1993.
 FR0858
 FR0858.The orthometric height was scaled from a topographic map.
 FR0858
 FR0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0858
 FR0858.The geoid height was determined by GEOID03.
 FR0858
 FR0858;                    North         East     Units Scale Factor Converg.
 FR0858;SPC AZ C     -   476,575.924   196,153.811   MT  0.99990365   -0 06 33.5
 FR0858;SPC AZ C     - 1,563,569.30    643,549.25   iFT  0.99990365   -0 06 33.5
 FR0858;UTM  12      - 3,906,579.170   399,453.262   MT  0.99972459   -0 38 20.5
 FR0858
 FR0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0858!SPC AZ C     -   0.99964547  x   0.99990365  =   0.99954915
 FR0858!UTM  12      -   0.99964547  x   0.99972459  =   0.99937016
 FR0858
 FR0858|---------------------------------------------------------------------|
 FR0858| PID    Reference Object                     Distance      Geod. Az  |
 FR0858|                                                           dddmmss.s |
 FR0858| CH3316 SCRUB RM 1                            6.272 METERS 02717     |
 FR0858| CH3317 SCRUB RM 2                            9.198 METERS 15047     |
 FR0858| FR0154 NEAL                                APPROX. 4.4 KM 1770153.5 |
 FR0858|---------------------------------------------------------------------|
 FR0858
 FR0858                          SUPERSEDED SURVEY CONTROL
 FR0858
 FR0858  NAD 83(1986)-  35 17 50.44488(N)    112 06 21.07263(W) AD(       ) 2
 FR0858  NAD 27      -  35 17 50.40520(N)    112 06 18.48760(W) AD(       ) 2
 FR0858
 FR0858.Superseded values are not recommended for survey control.
 FR0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0858.See file dsdata.txt to determine how the superseded data were derived.
 FR0858
 FR0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9945306579(NAD 83)
 FR0858_MARKER: DS = TRIANGULATION STATION DISK
 FR0858_SETTING: 80 = SET IN A BOULDER
 FR0858_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0858
 FR0858  HISTORY     - Date     Condition        Report By
 FR0858  HISTORY     - 1958     MONUMENTED       CGS
 FR0858
 FR0858                          STATION DESCRIPTION
 FR0858
 FR0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0858'THE STATION IS LOCATED ON THE SUMMIT OF A WOODED HILL ABOUT
 FR0858'5 MILES NORTHEAST OF WILLIAMS, 2.5 MILES NORTH OF U.S. HIGHWAY
 FR0858'66 AND 89 AND 2 MILES EAST OF ARIZONA STATE HIGHWAY 64.
 FR0858'
 FR0858'TO REACH THE STATION FROM WILLIAMS, GO EAST ON U.S. HIGHWAY
 FR0858'66 AND 89 FOR 2 MILES TO THE GRAND CANYON JUNCTION, TURN
 FR0858'LEFT AND FOLLOW ARIZONA STATE HIGHWAY 64 NORTH FOR 2.6 MILES
 FR0858'TO A GRADED ROAD RIGHT.  TURN RIGHT, GO THROUGH THE METAL GATE
 FR0858'IN THE RIGHT-OF-WAY FENCE AND CONTINUE EASTERLY FOR 0.3 MILE TO
 FR0858'A FORK, TAKE THE TRACK ROAD TO THE RIGHT AND GO EASTERLY
 FR0858'FOR 0.1 MILE TO A FORK, TAKE THE ROAD RIGHT FOR 0.2 MILE TO A
 FR0858'FORK.  TAKE THE LEFT FORK, KEEPING TO THE LEFT AND NORTH OF
 FR0858'A DUG RESERVOIR, AND GO EAST FOR 0.7 MILE TO A FORK, TAKE THE
 FR0858'ROAD RIGHT FOR 0.1 MILE TO A Y FORK AND CROSSROAD.  TAKE THE
 FR0858'LEFT FORK AT THE Y, GO 100 FEET TO THE CROSSROAD AND KEEP
 FR0858'STRAIGHT AHEAD TOWARD THE RIGHT SHOULDER OF THE HILL,
 FR0858'FOLLOW THE ROAD NORTHEASTERLY FOR 0.9 MILE TO A SADDLE,
 FR0858'TURN LEFT AND PICK A WAY BETWEEN THE TREES FOR 0.45 MILE
 FR0858'TO THE TOP OF THE HILL AND THE STATION.
 FR0858'
 FR0858'THE STATION MARK IS A STANDARD DISK STAMPED SCRUB 1958,
 FR0858'SET IN A DRILL HOLE IN A BOULDER.  IT IS 20 FEET NORTHEAST OF
 FR0858'A 24 INCH DIAMETER JUNIPER AND 10 FEET SOUTH OF AN 18 INCH
 FR0858'DIAMETER PINE TREE.  THE BOULDER PROJECTS ABOUT 12 INCHES.
 FR0858'
 FR0858'R.M. 1 IS A STANDARD DISK STAMPED SCRUB NO 1 1958, SET IN
 FR0858'A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS ABOUT
 FR0858'18 INCHES LOWER THAN THE STATION MARK.  IT IS 16 FEET EAST
 FR0858'OF AN 18 INCH DIAMETER PINE TREE.
 FR0858'
 FR0858'R.M. 2 IS A STANDARD DISK STAMPED SCRUB NO 2 1958, SET IN A
 FR0858'DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES AND IS 1 FOOT
 FR0858'LOWER THAN THE STATION MARK.  IT IS 40 FEET SOUTH OF THE 18
 FR0858'INCH DIAMETER PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0456 ***********************************************************************
 ER0456  DESIGNATION -  SCRUB
 ER0456  PID         -  ER0456
 ER0456  STATE/COUNTY-  AZ/APACHE
 ER0456  USGS QUAD   -  BARTH WELL (1979)
 ER0456
 ER0456                         *CURRENT SURVEY CONTROL
 ER0456  ___________________________________________________________________
 ER0456* NAD 83(1992)-  34 56 43.58852(N)    109 06 40.37024(W)     ADJUSTED  
 ER0456* NAVD 88     -      2043.     (meters)    6703.     (feet)  SCALED    
 ER0456  ___________________________________________________________________
 ER0456  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 ER0456  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 ER0456  HORZ ORDER  -  FIRST
 ER0456
 ER0456.The horizontal coordinates were established by classical geodetic methods
 ER0456.and adjusted by the National Geodetic Survey in August 1993.
 ER0456
 ER0456.The orthometric height was scaled from a topographic map.
 ER0456
 ER0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0456
 ER0456.The geoid height was determined by GEOID03.
 ER0456
 ER0456;                    North         East     Units Scale Factor Converg.
 ER0456;SPC AZ E     -   438,030.723   309,766.505   MT  1.00001451   +0 36 16.6
 ER0456;SPC AZ E     - 1,437,108.67  1,016,294.31   iFT  1.00001451   +0 36 16.6
 ER0456;SPC NM W     -   438,275.038   713,273.611   MT  1.00008454   -0 43 55.4
 ER0456;SPC NM W     - 1,437,907.35  2,340,131.84   sFT  1.00008454   -0 43 55.4
 ER0456;UTM  12      - 3,868,621.513   672,480.007   MT  0.99996666   +1 04 55.8
 ER0456
 ER0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0456!SPC AZ E     -   0.99968299  x   1.00001451  =   0.99969750
 ER0456!SPC NM W     -   0.99968299  x   1.00008454  =   0.99976751
 ER0456!UTM  12      -   0.99968299  x   0.99996666  =   0.99964966
 ER0456
 ER0456|---------------------------------------------------------------------|
 ER0456| PID    Reference Object                     Distance      Geod. Az  |
 ER0456|                                                           dddmmss.s |
 ER0456| CD3595 SCRUB RM 1                           20.458 METERS 05443     |
 ER0456| CD3596 SCRUB RM 2                           19.544 METERS 17543     |
 ER0456| CD3594 SCRUB AZ MK                                        3341902.3 |
 ER0456|---------------------------------------------------------------------|
 ER0456
 ER0456                          SUPERSEDED SURVEY CONTROL
 ER0456
 ER0456  NAD 83(1986)-  34 56 43.58317(N)    109 06 40.36841(W) AD(       ) 1
 ER0456  NAD 27      -  34 56 43.46810(N)    109 06 38.05873(W) AD(       ) 1
 ER0456
 ER0456.Superseded values are not recommended for survey control.
 ER0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0456.See file dsdata.txt to determine how the superseded data were derived.
 ER0456
 ER0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD7248068622(NAD 83)
 ER0456_MARKER: DS = TRIANGULATION STATION DISK
 ER0456_SETTING: 0 = UNSPECIFIED SETTING
 ER0456
 ER0456  HISTORY     - Date     Condition        Report By
 ER0456  HISTORY     - 1936     MONUMENTED       CGS
 ER0456  HISTORY     - 1959     GOOD             CGS
 ER0456  HISTORY     - 1974     MARK NOT FOUND   USGS
 ER0456
 ER0456                          STATION DESCRIPTION
 ER0456
 ER0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0456'THE STATION IS ABOUT 18-1/2 MILES SW OF ZUNI, ABOUT 23-1/2
 ER0456'MILES SE OF SANDERS, ARIZONA, ON THE TOP OF A SANDY RIDGE, S OF A
 ER0456'LOW, SANDY MESA BETWEEN THE ZUNI-ST. JOHNS ROAD AND THE
 ER0456'ARIZONA-NEW MEXICO STATE LINE.
 ER0456'
 ER0456'SURFACE MARK IS A STANDARD DISK WELDED TO THE TOP OF A STEEL ROD
 ER0456'WHICH WAS SUNK INTO THE GROUND AND AROUND WHICH CONCRETE WAS
 ER0456'POURED.
 ER0456'
 ER0456'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 ER0456'SET IN CONCRETE.
 ER0456'
 ER0456'REFERENCE MARK NO. 1 IS 67.12 FEET FROM THE STATION N 54 DEG 43 MIN E.
 ER0456'
 ER0456'REFERENCE MARK NO. 2 IS 64.12 FEET FROM THE STATION S 04 DEG 17 MIN E.
 ER0456'
 ER0456'AZIMUTH MARK IS IN THE NW CORNER OF A SMALL CLEARING AND
 ER0456'APPROXIMATELY 0.3 MILE FROM THE STATION N 25 DEG 41 MIN W.
 ER0456'
 ER0456'TO REACH THE STATION FROM SANDERS GO SE ON THE ST. JOHNS ROAD
 ER0456'23.8 MILES TO WITCH WELLS, AND A ROAD TO THE LEFT, TAKE THIS
 ER0456'LEFT-HAND ROAD TO ZUNI 8.2 MILES TO A VERY DIM CROSS ROAD, GO
 ER0456'SE ON THIS DIM ROAD 0.9 MILE TO A LAKE ON THE LEFT AND A CORRAL
 ER0456'ON THE RIGHT, PASS THROUGH A WIRE FENCE AND GO S ALONG THE E
 ER0456'SIDE OF THE FENCE 0.3 MILE, BEAR LEFT AND GO SE 1.8 MILES
 ER0456'KEEPING TO THE LEFT OF ALL DRAINS TO THE W, TO THE TOP OF SANDY
 ER0456'RIDGE AND THE STATION.
 ER0456
 ER0456                          STATION RECOVERY (1959)
 ER0456
 ER0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ER0456'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ER0456'CONDITION, WITH THE EXCEPTION OF THE AZIMUTH MARK, WHICH WAS
 ER0456'NOT LOCATED AT THIS TIME.  (THE AZIMUTH MARK IS NOT BELIEVED TO BE
 ER0456'DESTROYED, BUT MERELY OBSCURED BY GROWING BRUSH OR PERHAPS
 ER0456'DRIFTING SAND).  A NEW DESCRIPTION FOLLOWS.
 ER0456'
 ER0456'THE STATION IS LOCATED ON A LOW, SANDY RIDGE COVERED WITH SCRUB
 ER0456'CEDAR TREES.  IT IS ABOUT 3-1/2 MILES WEST OF THE ARIZONA-NEW MEXICO
 ER0456'STATE LINE AND ABOUT 3 MILES SOUTHEAST OF STATE HIGHWAY 61.
 ER0456'
 ER0456'TO REACH THE STATION FROM THE POST OFFICE IN ZUNI, NEW MEXICO
 ER0456'GO WEST AND SOUTHWEST ON STATE HIGHWAY 53 FOR 11.6 MILES TO THE
 ER0456'STATE LINE.  CONTINUE STRAIGHT AHEAD ON THE SAME ROAD (WHICH
 ER0456'NOW BECOMES ARIZONA STATE HIGHWAY 61) FOR 5.4 MILES TO A DIRT
 ER0456'CROSSROAD.  TURN LEFT AND GO EAST-SOUTHEAST ON THE DIRT ROAD FOR
 ER0456'0.8 MILE TO A GATE JUST AFTER PASSING A CORRAL ON THE RIGHT AND
 ER0456'THE FIRST OF A SERIES OF PONDS ON THE LEFT.  PASS THROUGH THE
 ER0456'GATE AND TURN RIGHT ALONG THE EASTERN SIDE OF THE FENCE AND GO
 ER0456'ACROSS COUNTRY SOUTHWEST FOR 0.2 MILE TO THE TOP OF THE FIRST
 ER0456'SMALL RISE.  TURN LEFT AND GO ACROSS COUNTRY IN A
 ER0456'SOUTHEASTERLY DIRECTION, KEEPING TO THE HIGHER GROUND, FOR
 ER0456'ABOUT 2.3 MILES TO THE STATION.  A 4-WHEEL DRIVE VEHICLE
 ER0456'MAY BE NECESSARY THE LAST 1/4 MILE DUE TO LOOSE SAND.
 ER0456'
 ER0456'THE STATION IS A STANDARD DISK STAMPED SCRUB 1936 BRAZED TO THE
 ER0456'END OF A TAPERING CAST BRONZE ROD PROJECTING FROM AN 18-INCH
 ER0456'DIAMETER IRREGULAR MASS OF CONCRETE, AND PROJECTS ABOUT 8 INCHES
 ER0456'ABOVE THE CONCRETE.
 ER0456'
 ER0456'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SCRUB NO 1
 ER0456'1936 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT,
 ER0456'AND PROJECTS 4 INCHES.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ER0456'THAN THE STATION.
 ER0456'
 ER0456'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SCRUB NO 2
 ER0456'1936 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT,
 ER0456'AND PROJECTS 3 INCHES.  IT IS ABOUT THE SAME ELEVATION AS
 ER0456'THE STATION.
 ER0456
 ER0456                          STATION RECOVERY (1974)
 ER0456
 ER0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (ACS)
 ER0456'THIS STATION AND THE REFERENCES WERE SEARCHED FOR ON THREE
 ER0456'SEPARATE OCCASIONS BUT NOT FOUND.  THE IMMEDIATE VICINITY IS
 ER0456'LOOSE, SANDY SOIL AND POSSIBLY THE MARKS ARE COVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3550 ***********************************************************************
 AA3550  SACS        -  This is a Secondary Airport Control Station.
 AA3550  DESIGNATION -  SDL C
 AA3550  PID         -  AA3550
 AA3550  STATE/COUNTY-  AZ/PINAL
 AA3550  USGS QUAD   -  CURRYS CORNER (1982)
 AA3550
 AA3550                         *CURRENT SURVEY CONTROL
 AA3550  ___________________________________________________________________
 AA3550* NAD 83(2007)-  33 37 47.52493(N)    111 54 11.62344(W)     ADJUSTED  
 AA3550* NAVD 88     -       457.85   (meters)    1502.1    (feet)  GPS OBS   
 AA3550  ___________________________________________________________________
 AA3550  EPOCH DATE  -        2007.00
 AA3550  X           -  -1,983,253.485 (meters)                     COMP
 AA3550  Y           -  -4,932,694.787 (meters)                     COMP
 AA3550  Z           -   3,512,573.998 (meters)                     COMP
 AA3550  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AA3550  ELLIP HEIGHT-         428.342 (meters)          (02/10/07) ADJUSTED
 AA3550  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AA3550
 AA3550  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3550  Type    PID    Designation                      North   East  Ellip
 AA3550  -------------------------------------------------------------------
 AA3550  NETWORK AA3550 SDL C                             0.57   0.51   0.69
 AA3550  -------------------------------------------------------------------
 AA3550
 AA3550.This mark is at Scottsdale Airport (SDL)
 AA3550
 AA3550.The horizontal coordinates were established by GPS observations
 AA3550.and adjusted by the National Geodetic Survey in February 2007.
 AA3550
 AA3550.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3550.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3550.The horizontal coordinates are valid at the epoch date displayed above.
 AA3550.The epoch date for horizontal control is a decimal equivalence
 AA3550.of Year/Month/Day.
 AA3550
 AA3550.The orthometric height was determined by GPS observations and a
 AA3550.high-resolution geoid model.
 AA3550
 AA3550.GPS derived orthometric heights for airport stations designated as
 AA3550.PACS or SACS are published to 2 decimal places.  This maintains
 AA3550.centimeter relative accuracy between the PACS and SACS.  It does
 AA3550.not indicate centimeter accuracy relative to other marks which are
 AA3550.part of the NAVD 88 network.
 AA3550
 AA3550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3550
 AA3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3550
 AA3550.The ellipsoidal height was determined by GPS observations
 AA3550.and is referenced to NAD 83.
 AA3550
 AA3550.The geoid height was determined by GEOID03.
 AA3550
 AA3550;                    North         East     Units Scale Factor Converg.
 AA3550;SPC AZ C     -   291,603.351   214,606.694   MT  0.99990002   +0 00 26.8
 AA3550;SPC AZ C     -   956,703.91    704,090.20   iFT  0.99990002   +0 00 26.8
 AA3550;UTM  12      - 3,721,483.428   416,227.403   MT  0.99968652   -0 30 00.9
 AA3550
 AA3550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3550!SPC AZ C     -   0.99993276  x   0.99990002  =   0.99983279
 AA3550!UTM  12      -   0.99993276  x   0.99968652  =   0.99961930
 AA3550
 AA3550                          SUPERSEDED SURVEY CONTROL
 AA3550
 AA3550  ELLIP H (12/27/01)  428.381  (m)                       GP(       ) 4 2
 AA3550  ELLIP H (08/22/01)  428.363  (m)                       GP(       ) 4 2
 AA3550  NAD 83(1992)-  33 37 47.52351(N)    111 54 11.62324(W) AD(       ) 1
 AA3550  ELLIP H (09/15/98)  428.607  (m)                       GP(       ) 4 2
 AA3550  NAD 83(1992)-  33 37 47.52343(N)    111 54 11.62259(W) AD(       ) 1
 AA3550  ELLIP H (12/10/97)  428.586  (m)                       GP(       ) 4 1
 AA3550  NAD 83(1992)-  33 37 47.52451(N)    111 54 11.62248(W) AD(       ) 1
 AA3550  ELLIP H (12/30/94)  428.527  (m)                       GP(       ) 4 1
 AA3550  NGVD 29 (12/30/94)  457.25   (m)         1500.2    (f) LEVELING    3  
 AA3550
 AA3550.Superseded values are not recommended for survey control.
 AA3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3550.See file dsdata.txt to determine how the superseded data were derived.
 AA3550
 AA3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1622721483(NAD 83)
 AA3550_MARKER: DD = SURVEY DISK
 AA3550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3550_SP_SET: 10 FT X 10 FT CATCH BASIN
 AA3550_STAMPING: SDL C 1994
 AA3550_MARK LOGO: NOS   
 AA3550_PROJECTION: FLUSH
 AA3550_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3550+STABILITY: SURFACE MOTION
 AA3550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3550+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1998
 AA3550
 AA3550  HISTORY     - Date     Condition        Report By
 AA3550  HISTORY     - 1994     MONUMENTED       NOS
 AA3550  HISTORY     - 19940615 GOOD             NGS
 AA3550  HISTORY     - 19970429 GOOD             NGS
 AA3550  HISTORY     - 19980811 GOOD             NGS
 AA3550
 AA3550                          STATION DESCRIPTION
 AA3550
 AA3550'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3550'LOCATED AT THE SCOTTSDALE MUNICIPAL AIRPORT, NORTH OF THE CITY OF
 AA3550'SCOTTSDALE, AZ WHICH IS 14 MI (22.5 KM) NORTHEAST OF THE INTERSECTION
 AA3550'OF I-10 AND I-17. STATION IS LOCATED IN THE NORTHEAST SECTION OF THE
 AA3550'AIRPORT NEAR RUNWAY END 21 BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY
 AA3550'A. NOTE--SCOTTSDALE AIRPORT IS A CONTROLLED AIRFIELD, FOR ACCESS
 AA3550'CONTACT LAWRENCE C. BOWRON, AIRPORT OPERATIONS SPECIALIST, 15000 NORTH
 AA3550'AIRPORT DRIVE, SCOTTSDALE, AZ 85260.  OFFICE PHONE (602) 994-2321 TO
 AA3550'REACH FROM THE TERMINAL BUILDING, PROCEED SOUTHEAST ACCROSS THE RAMP
 AA3550'FOR 0.1 MI (0.2 KM) TO TAXIWAY A. TURN LEFT HEADING NORTHEAST ALONG
 AA3550'TAXIWAY A FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH TAXIWAY A-14 ON THE
 AA3550'LEFT AND THE STATION ON THE RIGHT IN THE ISLAND FORMED BY RUNWAY 3-21,
 AA3550'TAXIWAY A, TAXIWAY A-13 AND TAXIWAY A-15. IT IS 385.4 FT (117.5 M)
 AA3550'NORTHEAST OF THE EDGE OF TAXIWAY A-13, 185.6 FT (56.6 M) NORTHWEST OF
 AA3550'THE EDGE OF RUNWAY 3-21, 75.8 FT (23.1 M) SOUTHEAST OF THE EDGE OF
 AA3550'TAXIWAY A, AND IS ON THE WEST SIDE OF THE METAL DRAIN GATE FOR A 10X10
 AA3550'FT CONCRETE CATCH BASIN. STATION IS A STANDARD NOS DISK SET IN A DRILL
 AA3550'HOLE IN TOP OF A CONCRETE CATCH BASIN FLUSH WITH THE GROUND. DISK IS
 AA3550'STAMPED - SDL C 1994.
 AA3550
 AA3550                          STATION RECOVERY (1994)
 AA3550
 AA3550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3550'STATION IS LOCATED IN THE NORTH SECTION OF THE FIELD, SOUTHWEST OF
 AA3550'RUNWAY 21 AND EAST OF PARALLEL TAXIWAY A.  THE STATION IS LOCATED
 AA3550'385.4 FT (117.5 M) NORTHEAST OF THE NORTH EDGE OF CONNECTING TAXIWAY
 AA3550'A-13, 185.6 FT (56.6 M) NORTHWEST OF THE WEST EDGE OF RUNWAY 3-21 AND
 AA3550'75.8 FT (23.1 M) SOUTHEAST OF THE EAST EDGE OF PARALLEL TAXIWAY A. THE
 AA3550'STATION IS A STANDARD NOS DISK STAMPED SDL C 1994 SET IN A DRILL HOLE
 AA3550'IN TOP OF A 10 INCH X 10 INCH CONCRETE STORM DRAIN.
 AA3550
 AA3550                          STATION RECOVERY (1997)
 AA3550
 AA3550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3550'RECOVERED AS DESCRIBED.
 AA3550
 AA3550                          STATION RECOVERY (1998)
 AA3550
 AA3550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA3550'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3551 ***********************************************************************
 AA3551  PACS        -  This is a Primary Airport Control Station.
 AA3551  DESIGNATION -  SDL D
 AA3551  PID         -  AA3551
 AA3551  STATE/COUNTY-  AZ/PINAL
 AA3551  USGS QUAD   -  PARADISE VALLEY (1982)
 AA3551
 AA3551                         *CURRENT SURVEY CONTROL
 AA3551  ___________________________________________________________________
 AA3551* NAD 83(2007)-  33 37 23.14553(N)    111 54 39.74313(W)     ADJUSTED  
 AA3551* NAVD 88     -       448.00   (meters)    1469.8    (feet)  GPS OBS   
 AA3551  ___________________________________________________________________
 AA3551  EPOCH DATE  -        2007.00
 AA3551  X           -  -1,984,078.117 (meters)                     COMP
 AA3551  Y           -  -4,932,802.730 (meters)                     COMP
 AA3551  Z           -   3,511,943.090 (meters)                     COMP
 AA3551  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AA3551  ELLIP HEIGHT-         418.538 (meters)          (02/10/07) ADJUSTED
 AA3551  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AA3551
 AA3551  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3551  Type    PID    Designation                      North   East  Ellip
 AA3551  -------------------------------------------------------------------
 AA3551  NETWORK AA3551 SDL D                             0.47   0.41   0.53
 AA3551  -------------------------------------------------------------------
 AA3551
 AA3551.This mark is at Scottsdale Airport (SDL)
 AA3551
 AA3551.The horizontal coordinates were established by GPS observations
 AA3551.and adjusted by the National Geodetic Survey in February 2007.
 AA3551
 AA3551.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3551.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3551.The horizontal coordinates are valid at the epoch date displayed above.
 AA3551.The epoch date for horizontal control is a decimal equivalence
 AA3551.of Year/Month/Day.
 AA3551
 AA3551.The orthometric height was determined by GPS observations and a
 AA3551.high-resolution geoid model.
 AA3551
 AA3551.GPS derived orthometric heights for airport stations designated as
 AA3551.PACS or SACS are published to 2 decimal places.  This maintains
 AA3551.centimeter relative accuracy between the PACS and SACS.  It does
 AA3551.not indicate centimeter accuracy relative to other marks which are
 AA3551.part of the NAVD 88 network.
 AA3551
 AA3551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3551
 AA3551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3551
 AA3551.The ellipsoidal height was determined by GPS observations
 AA3551.and is referenced to NAD 83.
 AA3551
 AA3551.The geoid height was determined by GEOID03.
 AA3551
 AA3551;                    North         East     Units Scale Factor Converg.
 AA3551;SPC AZ C     -   290,852.232   213,882.073   MT  0.99990000   +0 00 11.2
 AA3551;SPC AZ C     -   954,239.61    701,712.84   iFT  0.99990000   +0 00 11.2
 AA3551;UTM  12      - 3,720,738.918   415,496.310   MT  0.99968803   -0 30 16.2
 AA3551
 AA3551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3551!SPC AZ C     -   0.99993430  x   0.99990000  =   0.99983430
 AA3551!UTM  12      -   0.99993430  x   0.99968803  =   0.99962235
 AA3551
 AA3551                          SUPERSEDED SURVEY CONTROL
 AA3551
 AA3551  ELLIP H (09/30/99)  418.570  (m)                       GP(       ) 3 1
 AA3551  NAD 83(1992)-  33 37 23.14410(N)    111 54 39.74262(W) AD(       ) A
 AA3551  ELLIP H (12/30/94)  418.796  (m)                       GP(       ) 4 1
 AA3551  NGVD 29 (12/30/94)  447.56   (m)         1468.4    (f) LEVELING    3  
 AA3551
 AA3551.Superseded values are not recommended for survey control.
 AA3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3551.See file dsdata.txt to determine how the superseded data were derived.
 AA3551
 AA3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1549620739(NAD 83)
 AA3551_MARKER: DD = SURVEY DISK
 AA3551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3551_SP_SET: CONCRETE CATCH BASIN
 AA3551_STAMPING: SDL 4
 AA3551_MARK LOGO: NOS   
 AA3551_PROJECTION: FLUSH
 AA3551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3551+STABILITY: SURFACE MOTION
 AA3551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3551+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 AA3551
 AA3551  HISTORY     - Date     Condition        Report By
 AA3551  HISTORY     - 1994     MONUMENTED       NOS
 AA3551  HISTORY     - 19940615 GOOD             NGS
 AA3551  HISTORY     - 19970429 GOOD             NGS
 AA3551  HISTORY     - 19980811 GOOD             NGS
 AA3551  HISTORY     - 19990203 GOOD             AZDT
 AA3551
 AA3551                          STATION DESCRIPTION
 AA3551
 AA3551'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3551'LOCATED AT THE SCOTTSDALE MUNICIPAL AIRPORT, NORTH OF THE CITY OF
 AA3551'SCOTTSDALE, AZ WHICH IS 14 MI (22.5 KM) NORTHEAST OF THE INTERSECTION
 AA3551'OF I-10 AND I-17. STATION IS LOCATED IN THE MIDDLE SECTION OF THE
 AA3551'AIRPORT BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY A.
 AA3551'NOTE--SCOTTSDALE AIRPORT IS A CONTROLLED AIRFIELD, FOR ACCESS CONTACT
 AA3551'MR LAWRENCE C. BOWRON, AIRPORT OPERATIONS SPECIALIST, 15000 NORTH
 AA3551'AIRPORT DRIVE, SCOTTSDALE, AZ 85260. OFFICE PHONE (602)994-2321. TO
 AA3551'REACH FROM THE TERMINAL BUILDING, PROCEED SOUTHEAST ACCROSS THE RAMP
 AA3551'FOR 0.1 MI (0.2 KM) TO TAXIWAY A. TURN LEFT HEADING NORTHEAST ALONG
 AA3551'TAXIWAY A FOR 0.28 MI (0.45 KM) TO THE JUNCTION WITH TAXIWAY A-8 ON
 AA3551'THE LEFT AND THE STATION ON THE RIGHT IN THE ISLAND FORMED BY RUNWAY
 AA3551'3-21, TAXIWAY A, TAXIWAY A-7 AND TAXIWAY A-9. IT IS 250.4 FT (76.3 M)
 AA3551'NORTHEAST OF THE EDGE OF TAXIWAY A-7, 185.7 FT (56.6 M) NORTHWEST OF
 AA3551'THE EDGE OF RUNWAY 3-21, 79.9 FT (24.4 M) SOUTHEAST OF THE EDGE OF
 AA3551'TAXIWAY A, AND IS ON THE NORTH CORNER OF A 10X10 FT CONCRETE CATCH
 AA3551'BASIN WITH A METAL DRAIN GATE. STATION IS A STANDARD NOS DISK SET IN A
 AA3551'DRILL HOLE IN TOP OF A CONCRETE CATCH BASIN FLUSH WITH THE GROUND.
 AA3551'DISK IS STAMPED - SDL D 1994.
 AA3551
 AA3551                          STATION RECOVERY (1994)
 AA3551
 AA3551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3551'STATION IS LOCATED NEAR THE CENTER OF THE AIRFIELD EAST OF THE
 AA3551'PARALLEL TAXIWAY A AND WEST OF RUNWAY 3-21.  THE STATION IS LOCATED
 AA3551'250.4 FT (76.3 M) NORTHWEST OF CONNECTING TAXIWAY A-7, 185.8 FT (56.6
 AA3551'M) NORTHWESTERLY OF THE WEST EDGE OF RUNWAY 3-21 AND 75.9 FT (23.1 M)
 AA3551'SOUTHEAST OF THE EAST EDGE OF PARALLEL TAXIWAY A.  THE STATION IS A
 AA3551'STANDARD NOS DISK STAMPED SDL D 1994 SET IN A DRILL HOLE IN TOP OF A
 AA3551'10 INCH X 10 INCH CONCRETE STORM DRAIN.
 AA3551
 AA3551                          STATION RECOVERY (1997)
 AA3551
 AA3551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3551'RECOVERED AS DESCRIBED.
 AA3551
 AA3551                          STATION RECOVERY (1998)
 AA3551
 AA3551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA3551'RECOVERED AS DESCRIBED.
 AA3551
 AA3551                          STATION RECOVERY (1999)
 AA3551
 AA3551'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1999 (MT)
 AA3551'RECOVERED AS DESCRIBED.  NOTE--THE STATION DISK HAS BEEN SCRAPED BY A
 AA3551'BLADE AND ONLY SDL OF THE DESIGNATION AND 4 OF THE YEAR MARK SET ARE
 AA3551'LEGIBLE.  THE 19940615 RECOVERY DESCRIPTION ERRONEOUSLY STATES THAT
 AA3551'THE DIMENSION OF THE STORM DRAIN IS 10 INCH X 10 INCH.  THE 1994
 AA3551'ORIGINAL DESCRIPTION CONTAINS THE CORRECT DIMENSIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3552 ***********************************************************************
 AA3552  SACS        -  This is a Secondary Airport Control Station.
 AA3552  DESIGNATION -  SDL E
 AA3552  PID         -  AA3552
 AA3552  STATE/COUNTY-  AZ/PINAL
 AA3552  USGS QUAD   -  PARADISE VALLEY (1982)
 AA3552
 AA3552                         *CURRENT SURVEY CONTROL
 AA3552  ___________________________________________________________________
 AA3552* NAD 83(2007)-  33 36 54.76105(N)    111 55 11.93876(W)     ADJUSTED  
 AA3552* NAVD 88     -       439.47   (meters)    1441.8    (feet)  GPS OBS   
 AA3552  ___________________________________________________________________
 AA3552  EPOCH DATE  -        2007.00
 AA3552  X           -  -1,985,026.130 (meters)                     COMP
 AA3552  Y           -  -4,932,935.524 (meters)                     COMP
 AA3552  Z           -   3,511,210.013 (meters)                     COMP
 AA3552  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AA3552  ELLIP HEIGHT-         409.898 (meters)          (02/10/07) ADJUSTED
 AA3552  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AA3552
 AA3552  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3552  Type    PID    Designation                      North   East  Ellip
 AA3552  -------------------------------------------------------------------
 AA3552  NETWORK AA3552 SDL E                             0.61   0.51   0.61
 AA3552  -------------------------------------------------------------------
 AA3552
 AA3552.This mark is at Scottsdale Airport (SDL)
 AA3552
 AA3552.The horizontal coordinates were established by GPS observations
 AA3552.and adjusted by the National Geodetic Survey in February 2007.
 AA3552
 AA3552.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3552.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3552.The horizontal coordinates are valid at the epoch date displayed above.
 AA3552.The epoch date for horizontal control is a decimal equivalence
 AA3552.of Year/Month/Day.
 AA3552
 AA3552.The orthometric height was determined by GPS observations and a
 AA3552.high-resolution geoid model.
 AA3552
 AA3552.GPS derived orthometric heights for airport stations designated as
 AA3552.PACS or SACS are published to 2 decimal places.  This maintains
 AA3552.centimeter relative accuracy between the PACS and SACS.  It does
 AA3552.not indicate centimeter accuracy relative to other marks which are
 AA3552.part of the NAVD 88 network.
 AA3552
 AA3552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3552
 AA3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3552
 AA3552.The ellipsoidal height was determined by GPS observations
 AA3552.and is referenced to NAD 83.
 AA3552
 AA3552.The geoid height was determined by GEOID03.
 AA3552
 AA3552;                    North         East     Units Scale Factor Converg.
 AA3552;SPC AZ C     -   289,977.788   213,052.279   MT  0.99990000   -0 00 06.6
 AA3552;SPC AZ C     -   951,370.70    698,990.42   iFT  0.99990000   -0 00 06.6
 AA3552;UTM  12      - 3,719,872.042   414,658.979   MT  0.99968979   -0 30 33.6
 AA3552
 AA3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3552!SPC AZ C     -   0.99993565  x   0.99990000  =   0.99983566
 AA3552!UTM  12      -   0.99993565  x   0.99968979  =   0.99962546
 AA3552
 AA3552                          SUPERSEDED SURVEY CONTROL
 AA3552
 AA3552  ELLIP H (12/27/01)  409.932  (m)                       GP(       ) 4 2
 AA3552  ELLIP H (08/22/01)  409.906  (m)                       GP(       ) 4 2
 AA3552  NAD 83(1992)-  33 36 54.75972(N)    111 55 11.93838(W) AD(       ) 1
 AA3552  ELLIP H (09/15/98)  410.158  (m)                       GP(       ) 4 2
 AA3552  NAD 83(1992)-  33 36 54.75961(N)    111 55 11.93806(W) AD(       ) 1
 AA3552  ELLIP H (12/10/97)  410.132  (m)                       GP(       ) 4 1
 AA3552  NAD 83(1992)-  33 36 54.76010(N)    111 55 11.93847(W) AD(       ) 1
 AA3552  ELLIP H (12/30/94)  410.079  (m)                       GP(       ) 4 1
 AA3552  NGVD 29 (12/30/94)  438.89   (m)         1439.9    (f) LEVELING    3  
 AA3552
 AA3552.Superseded values are not recommended for survey control.
 AA3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3552.See file dsdata.txt to determine how the superseded data were derived.
 AA3552
 AA3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1465919872(NAD 83)
 AA3552_MARKER: DD = SURVEY DISK
 AA3552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3552_SP_SET: 10 FT X 10 FT CATCH BASIN
 AA3552_STAMPING: SDL E 1994
 AA3552_MARK LOGO: NOS   
 AA3552_PROJECTION: FLUSH
 AA3552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3552+STABILITY: SURFACE MOTION
 AA3552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3552+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1998
 AA3552
 AA3552  HISTORY     - Date     Condition        Report By
 AA3552  HISTORY     - 1994     MONUMENTED       NOS
 AA3552  HISTORY     - 19940615 GOOD             NGS
 AA3552  HISTORY     - 19970429 GOOD             NGS
 AA3552  HISTORY     - 19980811 GOOD             NGS
 AA3552
 AA3552                          STATION DESCRIPTION
 AA3552
 AA3552'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JDR)
 AA3552'LOCATED AT THE SCOTTSDALE MUNICIPAL AIRPORT, NORTH OF THE CITY OF
 AA3552'SCOTTSDALE, AZ WHICH IS 14 MI (22.5 KM) NORTHEAST OF THE INTERSECTION
 AA3552'OF I-10 AND I-17. STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE
 AA3552'AIRPORT NEAR RUNWAY END 3 BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY
 AA3552'A.  NOTE--SCOTTSDALE AIRPORT IS A CONTROLLED AIRFIELD, FOR ACCESS
 AA3552'CONTACT MR LAWRENCE C. BOWRON, AIRPORT OPERATIONS SPECIALIST, 15000
 AA3552'NORTH AIRPORT DRIVE, SCOTTSDALE, AZ 85260.  OFFICE PHONE (602)
 AA3552'994-2321. TO REACH FROM THE TERMINAL BUILDING, PROCEED SOUTHEAST
 AA3552'ACCROSS THE RAMP FOR 0.1 MI (0.2 KM) TO TAXIWAY A. TURN RIGHT HEADING
 AA3552'SOUTHWEST ALONG TAXIWAY A FOR 0.60 MI (0.97 KM) TO THE JUNCTION WITH
 AA3552'TAXIWAY A-2 ON THE RIGHT AND THE STATION ON THE LEFT IN THE ISLAND
 AA3552'FORMED BY RUNWAY 3-21, TAXIWAY A, TAXIWAY A-2 AND THE TAXIWAY LEADING
 AA3552'TO THE APPROACH END RUNWAY 3. IT IS 50.5 FT (15.4 M) NORTHWEST OF THE
 AA3552'EDGE OF RUNWAY 3-21, 38.6 FT (11.8 M) SOUTH OF THE EDGE OF TAXIWAY
 AA3552'A-2, 35.8 FT (10.9 M) SOUTHEAST OF THE EDGE OF TAXIWAY A, AND IS ON
 AA3552'THE WEST CORNER OF A 10X10 FT CONCRETE CATCH BASIN WITH A METAL DRAIN
 AA3552'GATE. STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN TOP OF A
 AA3552'CONCRETE CATCH BASIN FLUSH WITH THE GROUND. DISK IS STAMPED - SDL E
 AA3552'1994.
 AA3552
 AA3552                          STATION RECOVERY (1994)
 AA3552
 AA3552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3552'STATION IS LOCATED NEAR THE SOUTH END OF THE AIRFIELD NEAR RUNWAY END
 AA3552'3 IN THE ISLAND FORMED BY RUNWAY 3, TAXIWAY A, AND TAXIWAY A-2.  THE
 AA3552'STATION IS LOCATED 38.6 FT (11.8 M) SOUTH OF THE SOUTH EDGE OF TAXIWAY
 AA3552'A-2, 35.8 FT (10.9 M) SOUTHEAST OF THE EAST EDGE OF TAXIWAY A AND 50.0
 AA3552'FT (15.2 M) NORTHWEST OF THE WEST EDGE OF RUNWAY 3.  THE STATION IS A
 AA3552'STANDARD NOS DISK STAMPED SDL E 1994 SET IN A DRILL HOLE IN TOP OF A
 AA3552'10 INCH X 10 INCH CONCRETE STORM DRAIN.
 AA3552
 AA3552                          STATION RECOVERY (1997)
 AA3552
 AA3552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA3552'RECOVERED AS DESCRIBED.
 AA3552
 AA3552                          STATION RECOVERY (1998)
 AA3552
 AA3552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA3552'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0581 ***********************************************************************
 CG0581  DESIGNATION -  SE COR
 CG0581  PID         -  CG0581
 CG0581  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0581  USGS QUAD   -  AMADO (1981)
 CG0581
 CG0581                         *CURRENT SURVEY CONTROL
 CG0581  ___________________________________________________________________
 CG0581* NAD 83(1986)-  31 38 37.     (N)    111 04 09.     (W)     SCALED    
 CG0581* NAVD 88     -      1017.15   (+/-2cm)    3337.1    (feet)  VERTCON   
 CG0581  ___________________________________________________________________
 CG0581  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0581
 CG0581.The horizontal coordinates were scaled from a topographic map and have
 CG0581.an estimated accuracy of +/- 6 seconds.
 CG0581
 CG0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0581.The vertical order pertains to the NGVD 29 superseded value.
 CG0581
 CG0581.The geoid height was determined by GEOID03.
 CG0581
 CG0581;                    North         East    Units  Estimated Accuracy
 CG0581;SPC AZ C     -    71,670.      293,740.      MT  (+/- 180 meters Scaled)
 CG0581
 CG0581                          SUPERSEDED SURVEY CONTROL
 CG0581
 CG0581  NGVD 29 (??/??/92) 1016.33   (m)         3334.4    (f) COMPUTED    2 0
 CG0581
 CG0581.Superseded values are not recommended for survey control.
 CG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0581.See file dsdata.txt to determine how the superseded data were derived.
 CG0581
 CG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA934009(NAD 83)
 CG0581_MARKER: P = PIPE CAP
 CG0581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0581_STAMPING: S.E. COR. 9/60
 CG0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CG0581+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0581
 CG0581  HISTORY     - Date     Condition        Report By
 CG0581  HISTORY     - 1960     MONUMENTED       USE
 CG0581  HISTORY     - 1962     GOOD             NGS
 CG0581  HISTORY     - 20061022 GOOD             GEOCAC
 CG0581
 CG0581                          STATION DESCRIPTION
 CG0581
 CG0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0581'6.2 MI S FROM AMADO.
 CG0581'5.05 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0581'THENCE 1.0 MILE WEST ALONG AN OILED ROAD, THENCE 0.15 MILE SOUTH NEAR
 CG0581'A SOUTHEAST FENCE CORNER, 3 FEET NORTHWEST OF A 4X4 WHITE WITNESS
 CG0581'POST, 1.2 FEET SOUTHEAST OF A SOUTHEAST FENCE CORNER, A BRONZE CAP SET
 CG0581'ON THE TOP OF A 2-INCH PIPE WHICH PROJECTS 4 INCHES, THE CENTER OF THE
 CG0581'CAP WAS THE POINT LEVELED TO.
 CG0581
 CG0581                          STATION RECOVERY (2006)
 CG0581
 CG0581'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0581'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CG0581'31 38 37.02 (N)   111 04 10.26 (W)  (NAD 83).
 CG0581' 
 CG0581'TO REACH THE STATION FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO
 CG0581'SOUTH ON I-19 FOR 5.1 MILES TO THE CHAVEZ SIDING ROAD EXIT. TAKE THE
 CG0581'EXIT AND TURN RIGHT WEST ON CHAVEZ SIDING ROAD TO FRONTAGE ROAD. TURN
 CG0581'LEFT SOUTH ON FRONTAGE ROAD TO THE FIRST ROAD ON THE RIGHT WHICH IS A
 CG0581'PRIVATE ROAD   EL BURRO LANE.
 CG0581'TURN RIGHT WEST AND CROSS THE CATTLE GUARD AND FOLLOW EL BURRO LANE
 CG0581'APPROXIMATELY .7 MILES TO THE BUILDING ON THE LEFT TO SEEK OWNER
 CG0581'PERMISSION PRIOR TO ACCESSING THE MARK WHICH IS JUST OUTSIDE OF THE
 CG0581'PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0758 ***********************************************************************
 DT0758  DESIGNATION -  SE COR WMIR
 DT0758  PID         -  DT0758
 DT0758  STATE/COUNTY-  AZ/GRAHAM
 DT0758  USGS QUAD   -  COPPERPLATE GULCH (1989)
 DT0758
 DT0758                         *CURRENT SURVEY CONTROL
 DT0758  ___________________________________________________________________
 DT0758* NAD 83(1992)-  33 04 40.35435(N)    109 29 44.52528(W)     ADJUSTED  
 DT0758* NAVD 88     -      1808.7    (meters)    5934.     (feet)  VERTCON   
 DT0758  ___________________________________________________________________
 DT0758  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DT0758  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DT0758  HORZ ORDER  -  SECOND
 DT0758
 DT0758.The horizontal coordinates were established by classical geodetic methods
 DT0758.and adjusted by the National Geodetic Survey in August 1993.
 DT0758
 DT0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0758
 DT0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0758
 DT0758.The geoid height was determined by GEOID03.
 DT0758
 DT0758;                    North         East     Units Scale Factor Converg.
 DT0758;SPC AZ E     -   230,587.744   276,003.030   MT  0.99994837   +0 21 58.4
 DT0758;SPC AZ E     -   756,521.47    905,521.75   iFT  0.99994837   +0 21 58.4
 DT0758;UTM  12      - 3,660,926.485   640,408.292   MT  0.99984308   +0 49 16.1
 DT0758
 DT0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0758!SPC AZ E     -   0.99972013  x   0.99994837  =   0.99966851
 DT0758!UTM  12      -   0.99972013  x   0.99984308  =   0.99956325
 DT0758
 DT0758:                Primary Azimuth Mark                     Grid Az
 DT0758:SPC AZ E     -  STOVE RM 2                               132 38 02.9
 DT0758:UTM  12      -  STOVE RM 2                               132 10 45.2
 DT0758
 DT0758|---------------------------------------------------------------------|
 DT0758| PID    Reference Object                     Distance      Geod. Az  |
 DT0758|                                                           dddmmss.s |
 DT0758| DT0757 STOVE RM 2                          APPROX. 1.0 KM 1330001.3 |
 DT0758|---------------------------------------------------------------------|
 DT0758
 DT0758                          SUPERSEDED SURVEY CONTROL
 DT0758
 DT0758  NAD 83(1986)-  33 04 40.34943(N)    109 29 44.52441(W) AD(       ) 2
 DT0758  NAD 27      -  33 04 40.13729(N)    109 29 42.24493(W) AD(       ) 2
 DT0758  NGVD 29 (07/19/86) 1807.9    (m)         5931.     (f) VERT ANG    3  
 DT0758
 DT0758.Superseded values are not recommended for survey control.
 DT0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0758.See file dsdata.txt to determine how the superseded data were derived.
 DT0758
 DT0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4040860926(NAD 83)
 DT0758_MARKER: P = PIPE CAP
 DT0758_SETTING: 0 = UNSPECIFIED SETTING
 DT0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0758
 DT0758  HISTORY     - Date     Condition        Report By
 DT0758  HISTORY     - 1976     MONUMENTED       AZDT
 DT0758
 DT0758                          STATION DESCRIPTION
 DT0758
 DT0758'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DT0758'NO REFERENCE MARKS.
 DT0758'
 DT0758'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF MORENCI AT THE
 DT0758'SOUTHEAST CORNER OF THE SAN CARLOS INDIAN RESERVATION.
 DT0758'
 DT0758'THE STATION IS A GLO RANGE LINE BRASS CAP STAMPED SE COR WMIR
 DT0758'1913 AND IS SET ON AN IRON PIPE.  A SMALL DEAD JUNIPER TREE SCRIBED
 DT0758'S.E. CORN.  WMIR B.T. IS ABOUT 10 FEET SOUTHEAST OF
 DT0758'STATION.  STATION IS 2 FEET SE OF A 4 FT X 4 FT ROCK CAIRN.
 DT0758'
 DT0758'TO REACH THE STATION FROM THE SMELTER ENTRANCE ON TEMPORARY
 DT0758'U.S. 666 IN MORENCI, GO WESTERLY ON U.S. HWY 666 TO M.P. 172.2
 DT0758'AND A BLADED ROAD ON LEFT WITH A SIGN MARKED LOWER EAGLE CREEK,
 DT0758'TURN LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 6.4 MILES TO EAGLE
 DT0758'CREEK PUMPING STATION.  CROSS CREEK PASSING PUMPS AND GO 0.2
 DT0758'MILE TO A T ROAD, TURN RIGHT AND CONTINUE ON MAIN TRAVELED
 DT0758'ROAD FOR 0.6 MILE TO A TRAIL ON THE RIGHT, STAY LEFT AND
 DT0758'CONTINUE FOR 0.8 MILE TO A CORRAL ON THE LEFT, CONTINUE PAST
 DT0758'CORRAL FOR 0.25 MILE TO THE SAFFORD - MORENCI TRAIL ON THE
 DT0758'LEFT, CONTINUE ON MAIN TRAVELED TRAIL FOR 0.7 MILE TO A CATTLE
 DT0758'GUARD AND CONTINUE UP CANYON FOR 2 MILES TO A SADDLE, STAY ON
 DT0758'MAIN TRAVELED TRAIL FOR 0.5 MILE TO A RESERVATION GATE,
 DT0758'PASS THROUGH GATE AND CONTINUE UP CANYON FOR 0.7 MILE TO
 DT0758'ANOTHER SADDLE AND THE END OF TRUCK TRAVEL.  PACK NE UP A
 DT0758'RIDGE THROUGH SADDLE TO RESERVATION FENCE AND FOLLOW FENCE
 DT0758'NORTH TO STATION.  STATION IS BELOW A ROCKY OUTCROP ABOUT 35
 DT0758'FEET EAST OF FENCE AND ABOUT 0.5 MILE NORTH OF HIGHEST
 DT0758'PART OF HILL.  ABOUT A 40 MIN. PACK.
 DT0758'
 DT0758'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0229 ***********************************************************************
 FR0229  DESIGNATION -  SEAL
 FR0229  PID         -  FR0229
 FR0229  STATE/COUNTY-  AZ/YAVAPAI
 FR0229  USGS QUAD   -  CROOKTON (1973)
 FR0229
 FR0229                         *CURRENT SURVEY CONTROL
 FR0229  ___________________________________________________________________
 FR0229* NAD 83(1992)-  35 16 11.52296(N)    112 41 46.13434(W)     ADJUSTED  
 FR0229* NAVD 88     -      1824.827  (meters)    5986.95   (feet)  POSTED    
 FR0229  ___________________________________________________________________
 FR0229  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 FR0229  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FR0229  DYNAMIC HT  -        1822.340 (meters)    5978.79  (feet)  COMP
 FR0229  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 FR0229
 FR0229  HORZ ORDER  -  SECOND
 FR0229  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0229
 FR0229.The horizontal coordinates were established by classical geodetic methods
 FR0229.and adjusted by the National Geodetic Survey in August 1993.
 FR0229
 FR0229.The orthometric height was determined by differential leveling
 FR0229.and adjusted by the  in 1992.
 FR0229.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0229.was located on a no-check spur therefore a value was not computed.
 FR0229.No vertical observational check was made to the station.
 FR0229
 FR0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0229
 FR0229.The geoid height was determined by GEOID03.
 FR0229
 FR0229.The dynamic height is computed by dividing the NAVD 88
 FR0229.geopotential number by the normal gravity value computed on the
 FR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0229.degrees latitude (g = 980.6199 gals.).
 FR0229
 FR0229.The modeled gravity was interpolated from observed gravity values.
 FR0229
 FR0229;                    North         East     Units Scale Factor Converg.
 FR0229;SPC AZ C     -   473,789.702   142,443.307   MT  0.99996196   -0 27 00.4
 FR0229;SPC AZ C     - 1,554,428.16    467,333.68   iFT  0.99996196   -0 27 00.4
 FR0229;UTM  12      - 3,904,289.804   345,725.955   MT  0.99989332   -0 58 46.6
 FR0229
 FR0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0229!SPC AZ C     -   0.99971762  x   0.99996196  =   0.99967959
 FR0229!UTM  12      -   0.99971762  x   0.99989332  =   0.99961097
 FR0229
 FR0229:                Primary Azimuth Mark                     Grid Az
 FR0229:SPC AZ C     -  ASH FORK SANTA FE RR WATER TK            105 06 10.4
 FR0229:UTM  12      -  ASH FORK SANTA FE RR WATER TK            105 37 56.6
 FR0229
 FR0229|---------------------------------------------------------------------|
 FR0229| PID    Reference Object                     Distance      Geod. Az  |
 FR0229|                                                           dddmmss.s |
 FR0229| FR0880 ASH FORK SANTA FE RR WATER TK       APPROX.19.7 KM 1043910.0 |
 FR0229| FR0231 SEAL RM 1                             9.580 METERS 12653     |
 FR0229| CH3318 SEAL AZ MK                                         2404419.7 |
 FR0229| FR0230 KA 13                                 6.895 METERS 30826     |
 FR0229| FR0892 CROOKTON ATT CO RELAY TOWER         APPROX. 1.4 KM 3113338.6 |
 FR0229|---------------------------------------------------------------------|
 FR0229
 FR0229                          SUPERSEDED SURVEY CONTROL
 FR0229
 FR0229  NAD 83(1986)-  35 16 11.52239(N)    112 41 46.13106(W) AD(       ) 2
 FR0229  NAD 27      -  35 16 11.49290(N)    112 41 43.49490(W) AD(       ) 2
 FR0229  NGVD 29 (??/??/92) 1823.867  (m)         5983.80   (f) ADJ UNCH    2 0
 FR0229
 FR0229.Superseded values are not recommended for survey control.
 FR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0229.See file dsdata.txt to determine how the superseded data were derived.
 FR0229
 FR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE4572604290(NAD 83)
 FR0229_MARKER: DE = TRAVERSE STATION DISK
 FR0229_SETTING: 66 = SET IN ROCK OUTCROP
 FR0229_SP_SET: ROCK OUTCROP
 FR0229_STAMPING: SEAL 1962
 FR0229_MARK LOGO: CGS   
 FR0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0229+STABILITY: POSITION/ELEVATION WELL
 FR0229
 FR0229  HISTORY     - Date     Condition        Report By
 FR0229  HISTORY     - 1962     MONUMENTED       CGS
 FR0229  HISTORY     - 1962     GOOD             CGS
 FR0229  HISTORY     - 1971     GOOD             NGS
 FR0229  HISTORY     - 1982     GOOD             NGS
 FR0229
 FR0229                          STATION DESCRIPTION
 FR0229
 FR0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0229'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF ASH FORK,
 FR0229'ABOUT 10 MILES SOUTHEAST OF SELIGMAN, ABOUT 1/2 MILE SOUTH OF
 FR0229'U.S. HIGHWAY 66 AND IS IN THE APPROXIMATE CENTER OF A SMALL
 FR0229'ROUND HILL.
 FR0229'
 FR0229'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO SOUTH
 FR0229'FOR 0.05 MILE, TURN LEFT, GO EAST ON U.S. HIGHWAY 66 FOR 9.2 MILES
 FR0229'TO THE CROOKTON OVERPASS, CONTINUE SOUTHEAST ON U.S. HIGHWAY 66
 FR0229'FOR 1.6 MILES TO A SIDE ROAD RIGHT, JUST BEFORE REACHING TOP OF
 FR0229'HILL, TURN RIGHT, CROSS CATTLE GUARD AND GO SOUTHEAST ON GRADED
 FR0229'ROAD FOR 0.2 MILE TO FORKS, TAKE LEFT FORK, GO SOUTHEAST AND
 FR0229'SOUTH ON MAIN ROAD FOR 0.3 MILE TO A PIPE LINE, CONTINUE
 FR0229'SOUTH ON MAIN ROAD FOR 0.45 MILE TO PIPELINE, TURN LEFT, GO
 FR0229'EAST ON PIPELINE FOR 0.65 MILE TO PIPELINE MARKER NO. 250,
 FR0229'TURN LEFT, GO NORTH ON A DIM TRACK ROAD FOR ABOUT 160 YARDS
 FR0229'TO THE AZIMUTH MARK, CONTINUE NORTH AND NORTHEAST ON A DIM
 FR0229'TRACK ROAD FOR 0.3 MILE TO TOP OF HILL AND THE STATION.
 FR0229'
 FR0229'THE STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN A
 FR0229'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT 3 X 1 FOOT
 FR0229'PROJECTING ABOUT 1 FOOT AND IS STAMPED SEAL 1962.  THE MARK
 FR0229'IS 16.0 FEET EAST-SOUTHEAST OF WITNESS POST.
 FR0229'
 FR0229'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0229'HOLE IN TOP OF OUTCROPPING BEDROCK, WHICH IS ABOUT 2 X 3 FEET
 FR0229'PROJECTING ABOUT 6 INCHES AND IS STAMPED SEAL NO 1 1962.
 FR0229'THE MARK IS 47.4 FEET EAST-SOUTHEAST OF WITNESS POST.
 FR0229'
 FR0229'KA NO. 13 (AHD), A ARIZONA STATE HIGHWAY TRAVERSE STATION,
 FR0229'IS A BRONZE DISK SET IN TOP OF A IRREGULAR MASS OF CONCRETE
 FR0229'WHICH IS SURROUNDED BY ROCKS AND IS STAMPED KA NO 13 1960.
 FR0229'THE MARK IS 6.5 FEET WEST OF WITNESS POST.
 FR0229'
 FR0229'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0229'TOP OF OUTCROPPING BEDROCK WHICH IS ABOUT 8 X 4 FEET PROJECTING
 FR0229'ABOUT 2 FEET AND IS STAMPED SEAL 1962.  THE MARK IS ABOUT
 FR0229'160 YARDS NORTH OF THE CENTER OF PIPELINE RIGHT-OF-WAY AND
 FR0229'4.6 FEET WEST OF WITNESS POST.
 FR0229'
 FR0229'HEIGHT OF LIGHT ABOVE STATION MARK 1.15 METERS.
 FR0229
 FR0229                          STATION RECOVERY (1962)
 FR0229
 FR0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0229'12.45 MI SE FROM SELIGMAN.
 FR0229'10.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0229'SANTA FE RAILWAY STATION AT SELIGMAN, THENCE 0.25 MILE SOUTHEAST ALONG
 FR0229'A DIRT ROAD TO A FORK IN THE ROAD, TAKE THE LEFT FORK OF THE ROAD AND
 FR0229'GO SOUTHWEST FOR 0.3 MILE TO A PIPE LINE, CROSS THE PIPE LINE AND
 FR0229'CONTINUE SOUTH ALONG A DIRT ROAD FOR 0.45 MILE TO ANOTHER PIPE LINE,
 FR0229'THENCE 0.7 MILE EAST ALONG THE PIPE LINE TO THE FOOT OF A STEEP HILL
 FR0229'AND A TRACK ROAD LEADING NORTHEAST, THENCE 0.35 MILE NORTHEAST ALONG
 FR0229'THE TRACK ROAD TO THE TOP OF THE HILL, 22.6 FEET SOUTHWEST OF KA 13
 FR0229'A.H.D., WHICH WAS USED AS SEAL RM 2, 16.2 EAST-SOUTHEAST OF A METAL
 FR0229'WITNESS POST, AND SET IN TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 1
 FR0229'FOOT.
 FR0229
 FR0229                          STATION RECOVERY (1971)
 FR0229
 FR0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FR0229'GENERAL LOCATION - THE STATION, THE REFERENCE MARKS, AND
 FR0229'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITIOIN AS DESCRIBED
 FR0229'BY THE USC AND GS IN 1962.
 FR0229
 FR0229                          STATION RECOVERY (1982)
 FR0229
 FR0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0231 ***********************************************************************
 FR0231  DESIGNATION -  SEAL RM 1
 FR0231  PID         -  FR0231
 FR0231  STATE/COUNTY-  AZ/YAVAPAI
 FR0231  USGS QUAD   -  CROOKTON (1973)
 FR0231
 FR0231                         *CURRENT SURVEY CONTROL
 FR0231  ___________________________________________________________________
 FR0231* NAD 83(1986)-  35 16 11.     (N)    112 41 46.     (W)     SCALED    
 FR0231* NAVD 88     -      1824.417  (meters)    5985.61   (feet)  POSTED    
 FR0231  ___________________________________________________________________
 FR0231  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FR0231  DYNAMIC HT  -        1821.930 (meters)    5977.45  (feet)  COMP
 FR0231  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 FR0231
 FR0231  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0231
 FR0231.The horizontal coordinates were scaled from a topographic map and have
 FR0231.an estimated accuracy of +/- 6 seconds.
 FR0231
 FR0231.The orthometric height was determined by differential leveling
 FR0231.and adjusted by the  in 1992.
 FR0231.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0231.was located on a no-check spur therefore a value was not computed.
 FR0231.No vertical observational check was made to the station.
 FR0231
 FR0231.The geoid height was determined by GEOID03.
 FR0231
 FR0231.The dynamic height is computed by dividing the NAVD 88
 FR0231.geopotential number by the normal gravity value computed on the
 FR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0231.degrees latitude (g = 980.6199 gals.).
 FR0231
 FR0231.The modeled gravity was interpolated from observed gravity values.
 FR0231
 FR0231;                    North         East    Units  Estimated Accuracy
 FR0231;SPC AZ C     -   473,770.      142,450.      MT  (+/- 180 meters Scaled)
 FR0231
 FR0231                          SUPERSEDED SURVEY CONTROL
 FR0231
 FR0231  NGVD 29 (??/??/92) 1823.456  (m)         5982.46   (f) ADJ UNCH    2 0
 FR0231
 FR0231.Superseded values are not recommended for survey control.
 FR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0231.See file dsdata.txt to determine how the superseded data were derived.
 FR0231
 FR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE457042(NAD 83)
 FR0231_MARKER: DR = REFERENCE MARK DISK
 FR0231_SETTING: 66 = SET IN ROCK OUTCROP
 FR0231_SP_SET: ROCK OUTCROP
 FR0231_STAMPING: SEAL NO 1 1962
 FR0231_MARK LOGO: CGS   
 FR0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0231+STABILITY: POSITION/ELEVATION WELL
 FR0231
 FR0231  HISTORY     - Date     Condition        Report By
 FR0231  HISTORY     - 1962     MONUMENTED       CGS
 FR0231  HISTORY     - 1982     GOOD             NGS
 FR0231
 FR0231                          STATION DESCRIPTION
 FR0231
 FR0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0231'12.45 MI SE FROM SELIGMAN.
 FR0231'10.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON TOPEKA AND
 FR0231'SANTA FE RAILWAY STATION AT SELIGMAN, THENCE 0.25 MILES SOUTHEAST
 FR0231'ALONG A DIRT ROAD TO A FORK IN THE ROAD, TAKE THE LEFT FORK OF THE
 FR0231'ROAD AND GO SOUTHWEST FOR 0.3 MILE TO A PIPE LINE, CROSS THE PIPE LINE
 FR0231'AND CONTINUE SOUTH ALONG A DIRT ROAD FOR 0.45 MILE TO ANOTHER PIPE
 FR0231'LINE, THENCE 0.7 MILE EAST ALONG THE PIPE LINE TO THE FOOT OF A STEEP
 FR0231'HILL AND A TRACK ROAD LEADING NORTHEAST, THENCE 0.35 MILE NORTHEAST
 FR0231'ALONG THE TRACK ROAD TO THE TOP OF A HILL, 31.5 FEET SOUTHEAST OF
 FR0231'TRAVERSE STATION SEAL, 47.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 FR0231'AND IS SET IN AN OUTCROPPING ROCK PROJECTING ABOUT 6 INCHES.
 FR0231
 FR0231                          STATION RECOVERY (1982)
 FR0231
 FR0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0949 ***********************************************************************
 DU0949  DESIGNATION -  SEAM
 DU0949  PID         -  DU0949
 DU0949  STATE/COUNTY-  AZ/MARICOPA
 DU0949  USGS QUAD   -  TEMPE (1982)
 DU0949
 DU0949                         *CURRENT SURVEY CONTROL
 DU0949  ___________________________________________________________________
 DU0949* NAD 83(1992)-  33 27 30.00530(N)    111 58 06.17389(W)     ADJUSTED  
 DU0949* NAVD 88     -       373.414  (meters)    1225.11   (feet)  ADJUSTED  
 DU0949  ___________________________________________________________________
 DU0949  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DU0949  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0949  DYNAMIC HT  -         372.983 (meters)    1223.70  (feet)  COMP
 DU0949  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DU0949
 DU0949  HORZ ORDER  -  SECOND
 DU0949  VERT ORDER  -  SECOND    CLASS 0
 DU0949
 DU0949.The horizontal coordinates were established by classical geodetic methods
 DU0949.and adjusted by the National Geodetic Survey in August 1993.
 DU0949
 DU0949.The orthometric height was determined by differential leveling
 DU0949.and adjusted in November 1993.
 DU0949
 DU0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0949
 DU0949.The geoid height was determined by GEOID03.
 DU0949
 DU0949.The dynamic height is computed by dividing the NAVD 88
 DU0949.geopotential number by the normal gravity value computed on the
 DU0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0949.degrees latitude (g = 980.6199 gals.).
 DU0949
 DU0949.The modeled gravity was interpolated from observed gravity values.
 DU0949
 DU0949;                    North         East     Units Scale Factor Converg.
 DU0949;SPC AZ C     -   272,580.901   208,552.693   MT  0.99990028   -0 01 42.6
 DU0949;SPC AZ C     -   894,294.29    684,228.00   iFT  0.99990028   -0 01 42.6
 DU0949;UTM  12      - 3,702,519.172   410,006.747   MT  0.99969985   -0 32 02.2
 DU0949
 DU0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0949!SPC AZ C     -   0.99994604  x   0.99990028  =   0.99984633
 DU0949!UTM  12      -   0.99994604  x   0.99969985  =   0.99964591
 DU0949
 DU0949|---------------------------------------------------------------------|
 DU0949| PID    Reference Object                     Distance      Geod. Az  |
 DU0949|                                                           dddmmss.s |
 DU0949| DU0950 SEAM RM 1                            12.786 METERS 08829     |
 DU0949| DU2182 GOVERNOR HUNTS TOMB                 APPROX. 2.3 KM 1074411.8 |
 DU0949| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 3.9 KM 3040108.6 |
 DU0949| DU2175 PHOENIX RADIO STA KOOL S MAST       APPROX. 2.1 KM 3081549.4 |
 DU0949| DU0947 SEAM AZ MK                                         3461351.5 |
 DU0949| DU0948 SEAM RM 2                            13.772 METERS 35330     |
 DU0949|---------------------------------------------------------------------|
 DU0949
 DU0949                          SUPERSEDED SURVEY CONTROL
 DU0949
 DU0949  NAD 83(1986)-  33 27 29.99978(N)    111 58 06.17901(W) AD(       ) 2
 DU0949  NAD 27      -  33 27 29.84110(N)    111 58 03.65140(W) AD(       ) 2
 DU0949  NGVD 29 (??/??/92)  372.749  (m)         1222.93   (f) ADJ UNCH    2 0
 DU0949
 DU0949.Superseded values are not recommended for survey control.
 DU0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0949.See file dsdata.txt to determine how the superseded data were derived.
 DU0949
 DU0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1000702519(NAD 83)
 DU0949_MARKER: DE = TRAVERSE STATION DISK
 DU0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0949_STAMPING: SEAM 1963
 DU0949_MARK LOGO: CGS   
 DU0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0949+STABILITY: SURFACE MOTION
 DU0949
 DU0949  HISTORY     - Date     Condition        Report By
 DU0949  HISTORY     - 1963     MONUMENTED       CGS
 DU0949  HISTORY     - 1963     GOOD             CGS
 DU0949  HISTORY     - 1970     GOOD             NGS
 DU0949  HISTORY     - 1982     GOOD             AZDT
 DU0949  HISTORY     - 20061031 GOOD             GEOCAC
 DU0949
 DU0949                          STATION DESCRIPTION
 DU0949
 DU0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0949'STATION IS LOCATED ABOUT 6 MILES EAST OF THE CENTER OF PHOENIX,
 DU0949'BETWEEN NORTH 52ND STREET AND NORTH 53RD STREET AND ON EAST
 DU0949'ROOSEVELT STREET.
 DU0949'
 DU0949'TO REACH FROM THE JUNCTION OF EAST MC DOWELL ROAD AND NORTH
 DU0949'52ND STREET IN THE EAST SECTION OF PHOENIX, GO SOUTH ON NORTH
 DU0949'52ND STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED,
 DU0949'CONTINUE SOUTH ON NORTH 52ND STREET FOR 0.3 MILE TO EAST
 DU0949'ROOSEVELT STREET, TURN LEFT AND GO EAST ON EAST ROOSEVELT
 DU0949'STREET FOR 0.1 MILE TO THE STATION ON LEFT AS DESCRIBED.
 DU0949'
 DU0949'STATION MARK, IS A STANDARD TRAVERSE DISK STAMPED SEAM 1963,
 DU0949'IS SET IN A DRILL HOLE IN BEDROCK ABOUT 6 INCHES BELOW THE
 DU0949'SURFACE OF THE GROUND.  THE MARK IS 175.5 FEET WEST-NORTHWEST
 DU0949'OF NORTH 53RD STREET AND EAST ROOSEVELT STREET SIGN POST, 111
 DU0949'FEET EAST-NORTHEAST OF POWER POLE WITH TRANSFORMER NO. 114,
 DU0949'39 FEET NORTH-NORTHEAST OF POWER POLE, 22.5 FEET NORTH OF
 DU0949'CENTER OF EAST ROOSEVELT STREET AND 4.7 FEET NORTH OF WITNESS
 DU0949'POST.
 DU0949'
 DU0949'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SEAM NO
 DU0949'1 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DU0949'ABOUT 3 INCHES.  THE MARK IS 42.4 FEET EAST OF THE WITNESS
 DU0949'POST, 24 FEET NORTH OF CENTER OF EAST ROOSEVELT STREET AND 5.5
 DU0949'FEET NORTH OF FENCE.
 DU0949'
 DU0949'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SEAM NO 2
 DU0949'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DU0949'WITH THE SURFACE OF THE GROUND.  THE MARK IS 64 FEET NORTH OF
 DU0949'THE CENTER OF EAST ROOSEVELT STREET AND 49.5 FEET NORTH OF THE
 DU0949'WITNESS POST.
 DU0949'
 DU0949'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK STAMPED SEAM 1963,
 DU0949'IS SET IN A DRILL HOLE IN THE EAST CURB OF NORTH 52ND STREET.
 DU0949'THE MARK IS 102.5 FEET EAST OF THE EAST SIDE OF PHEMCO ENGINEERING
 DU0949'AND MANUFACTURING COMPANY AND 4 FEET SOUTH-SOUTHWEST OF
 DU0949'POWER POLE NO. 21.
 DU0949'
 DU0949'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DU0949'NO. 2 IS 64.2 FEET.
 DU0949'
 DU0949'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 DU0949
 DU0949                          STATION RECOVERY (1963)
 DU0949
 DU0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0949'IN PHOENIX.
 DU0949'0.5 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTON OF NORTH
 DU0949'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0949'ABOUT 0.05 MILE EAST ALONG A GRAVEL ROAD, 22 FEET NORTH OF THE CENTER
 DU0949'OF THE ROAD, 39 FEET NORTH-NORTHEAST OF A POWER POLE, 5 FEET NORTH OF
 DU0949'A FENCE, 4.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 0.5 FOOT BELOW
 DU0949'THE LEVEL OF THE ROAD, AND SET IN TOP OF A ROCK ABOUT 6 INCHES BELOW
 DU0949'THE SURFACE OF THE GROUND.  NOTE-- RM 1 IS 42.0 FEET EAST OF TRAVERSE
 DU0949'STATION SEAM, 22 FEET NORTH OF THE CENTER OF THE ROAD, 5.5 FEET NORTH
 DU0949'OF A FENCE, 42.6 FEET EAST OF A METAL WITNESS POST, AND IS A C AND GS
 DU0949'REFERENCE MARK DISK STAMPED SEAM NO 1 1963, SET IN TOP OF A CONCRETE
 DU0949'POST FLUSH WITH THE GROUND.  RM 2 IS 46.2 FEET NORTH-NORTHWEST OF
 DU0949'TRAVERSE STATION SEAM, 68 FEET NORTH OF THE CENTER OF THE ROAD, 85
 DU0949'FEET NORTH OF A POWER POLE, 49.2 FEET NORTH OF A METAL WITNESS POST,
 DU0949'AND IS A C AND GS REFERENCE MARK DISK STAMPED SEAM NO 2 1963, SET IN
 DU0949'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0949
 DU0949                          STATION RECOVERY (1970)
 DU0949
 DU0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DU0949'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DU0949'ROUTE TO THE STATION IS ADEQUATE.
 DU0949'
 DU0949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DU0949'EAST OF PHOENIX
 DU0949
 DU0949                          STATION RECOVERY (1982)
 DU0949
 DU0949'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0949'RECOVERED IN GOOD CONDITION.
 DU0949
 DU0949                          STATION RECOVERY (2006)
 DU0949
 DU0949'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0947 ***********************************************************************
 DU0947  DESIGNATION -  SEAM AZ MK
 DU0947  PID         -  DU0947
 DU0947  STATE/COUNTY-  AZ/MARICOPA
 DU0947  USGS QUAD   -  TEMPE (1982)
 DU0947
 DU0947                         *CURRENT SURVEY CONTROL
 DU0947  ___________________________________________________________________
 DU0947* NAD 83(1986)-  33 27 45.     (N)    111 58 11.     (W)     SCALED    
 DU0947* NAVD 88     -       375.799  (meters)    1232.93   (feet)  ADJUSTED  
 DU0947  ___________________________________________________________________
 DU0947  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0947  DYNAMIC HT  -         375.364 (meters)    1231.51  (feet)  COMP
 DU0947  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 DU0947
 DU0947  VERT ORDER  -  SECOND    CLASS 0
 DU0947
 DU0947.The horizontal coordinates were scaled from a topographic map and have
 DU0947.an estimated accuracy of +/- 6 seconds.
 DU0947
 DU0947.The orthometric height was determined by differential leveling
 DU0947.and adjusted in November 1993.
 DU0947
 DU0947.The geoid height was determined by GEOID03.
 DU0947
 DU0947.The dynamic height is computed by dividing the NAVD 88
 DU0947.geopotential number by the normal gravity value computed on the
 DU0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0947.degrees latitude (g = 980.6199 gals.).
 DU0947
 DU0947.The modeled gravity was interpolated from observed gravity values.
 DU0947
 DU0947;                    North         East    Units  Estimated Accuracy
 DU0947;SPC AZ C     -   273,040.      208,430.      MT  (+/- 180 meters Scaled)
 DU0947
 DU0947                          SUPERSEDED SURVEY CONTROL
 DU0947
 DU0947  NGVD 29 (??/??/92)  375.139  (m)         1230.77   (f) ADJ UNCH    2 0
 DU0947
 DU0947.Superseded values are not recommended for survey control.
 DU0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0947.See file dsdata.txt to determine how the superseded data were derived.
 DU0947
 DU0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098029(NAD 83)
 DU0947_MARKER: DZ = AZIMUTH MARK DISK
 DU0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0947_SP_SET: CURB
 DU0947_STAMPING: SEAM 1963
 DU0947_MARK LOGO: CGS   
 DU0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0947
 DU0947  HISTORY     - Date     Condition        Report By
 DU0947  HISTORY     - 1963     MONUMENTED       CGS
 DU0947  HISTORY     - 1982     GOOD             AZDT
 DU0947  HISTORY     - 20080406 MARK NOT FOUND   GEOCAC
 DU0947
 DU0947                          STATION DESCRIPTION
 DU0947
 DU0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0947'IN PHOENIX.
 DU0947'0.2 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0947'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, ACROSS
 DU0947'THE STREET FROM THE PHOENIX ENGINEERING AND MFG. CO. BUILDING, 36 FEET
 DU0947'EAST OF THE CENTER OF NORTH 52ND STREET, 3 FEET SOUTHWEST OF POWER
 DU0947'POLE NO. 21, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN
 DU0947'TOP OF THE EAST CONCRETE CURB OF THE STREET.
 DU0947
 DU0947                          STATION RECOVERY (1982)
 DU0947
 DU0947'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0947'RECOVERED IN GOOD CONDITION.
 DU0947
 DU0947                          STATION RECOVERY (2008)
 DU0947
 DU0947'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0950 ***********************************************************************
 DU0950  DESIGNATION -  SEAM RM 1
 DU0950  PID         -  DU0950
 DU0950  STATE/COUNTY-  AZ/MARICOPA
 DU0950  USGS QUAD   -  TEMPE (1982)
 DU0950
 DU0950                         *CURRENT SURVEY CONTROL
 DU0950  ___________________________________________________________________
 DU0950* NAD 83(1986)-  33 27 29.     (N)    111 58 06.     (W)     SCALED    
 DU0950* NAVD 88     -       374.000  (meters)    1227.03   (feet)  ADJUSTED  
 DU0950  ___________________________________________________________________
 DU0950  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0950  DYNAMIC HT  -         373.568 (meters)    1225.61  (feet)  COMP
 DU0950  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DU0950
 DU0950  VERT ORDER  -  SECOND    CLASS 0
 DU0950
 DU0950.The horizontal coordinates were scaled from a topographic map and have
 DU0950.an estimated accuracy of +/- 6 seconds.
 DU0950
 DU0950.The orthometric height was determined by differential leveling
 DU0950.and adjusted in November 1993.
 DU0950
 DU0950.The geoid height was determined by GEOID03.
 DU0950
 DU0950.The dynamic height is computed by dividing the NAVD 88
 DU0950.geopotential number by the normal gravity value computed on the
 DU0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0950.degrees latitude (g = 980.6199 gals.).
 DU0950
 DU0950.The modeled gravity was interpolated from observed gravity values.
 DU0950
 DU0950;                    North         East    Units  Estimated Accuracy
 DU0950;SPC AZ C     -   272,550.      208,560.      MT  (+/- 180 meters Scaled)
 DU0950
 DU0950                          SUPERSEDED SURVEY CONTROL
 DU0950
 DU0950  NGVD 29 (??/??/92)  373.338  (m)         1224.86   (f) ADJ UNCH    2 0
 DU0950
 DU0950.Superseded values are not recommended for survey control.
 DU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0950.See file dsdata.txt to determine how the superseded data were derived.
 DU0950
 DU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC100024(NAD 83)
 DU0950_MARKER: DR = REFERENCE MARK DISK
 DU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0950_STAMPING: SEAM NO 1 1963
 DU0950_MARK LOGO: CGS   
 DU0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0950+STABILITY: SURFACE MOTION
 DU0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0950+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 DU0950
 DU0950  HISTORY     - Date     Condition        Report By
 DU0950  HISTORY     - 1963     MONUMENTED       CGS
 DU0950  HISTORY     - 1982     GOOD             AZDT
 DU0950  HISTORY     - 20060817 GOOD             GEOCAC
 DU0950
 DU0950                          STATION DESCRIPTION
 DU0950
 DU0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0950'IN PHOENIX.
 DU0950'0.5 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0950'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0950'ABOUT 0.05 MILE EAST ALONG A GRAVEL ROAD, 42.0 FEET EAST OF TRAVERSE
 DU0950'STATION SEAM, 22 FEET NORTH OF THE CENTER OF THE ROAD, 5.5 FEET NORTH
 DU0950'OF A FENCE, 42.6 FEET EAST OF A METAL WITNESS POST, AND SET IN TOP OF
 DU0950'A CONCRETE POST FLUSH WITH THE GROUND.
 DU0950
 DU0950                          STATION RECOVERY (1982)
 DU0950
 DU0950'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0950'RECOVERED IN GOOD CONDITION.
 DU0950
 DU0950                          STATION RECOVERY (2006)
 DU0950
 DU0950'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0948 ***********************************************************************
 DU0948  DESIGNATION -  SEAM RM 2
 DU0948  PID         -  DU0948
 DU0948  STATE/COUNTY-  AZ/MARICOPA
 DU0948  USGS QUAD   -  TEMPE (1982)
 DU0948
 DU0948                         *CURRENT SURVEY CONTROL
 DU0948  ___________________________________________________________________
 DU0948* NAD 83(1986)-  33 27 29.     (N)    111 58 06.     (W)     SCALED    
 DU0948* NAVD 88     -       373.485  (meters)    1225.34   (feet)  ADJUSTED  
 DU0948  ___________________________________________________________________
 DU0948  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0948  DYNAMIC HT  -         373.053 (meters)    1223.92  (feet)  COMP
 DU0948  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DU0948
 DU0948  VERT ORDER  -  SECOND    CLASS 0
 DU0948
 DU0948.The horizontal coordinates were scaled from a topographic map and have
 DU0948.an estimated accuracy of +/- 6 seconds.
 DU0948
 DU0948.The orthometric height was determined by differential leveling
 DU0948.and adjusted in November 1993.
 DU0948
 DU0948.The geoid height was determined by GEOID03.
 DU0948
 DU0948.The dynamic height is computed by dividing the NAVD 88
 DU0948.geopotential number by the normal gravity value computed on the
 DU0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0948.degrees latitude (g = 980.6199 gals.).
 DU0948
 DU0948.The modeled gravity was interpolated from observed gravity values.
 DU0948
 DU0948;                    North         East    Units  Estimated Accuracy
 DU0948;SPC AZ C     -   272,550.      208,560.      MT  (+/- 180 meters Scaled)
 DU0948
 DU0948                          SUPERSEDED SURVEY CONTROL
 DU0948
 DU0948  NGVD 29 (??/??/92)  372.821  (m)         1223.16   (f) ADJ UNCH    2 0
 DU0948
 DU0948.Superseded values are not recommended for survey control.
 DU0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0948.See file dsdata.txt to determine how the superseded data were derived.
 DU0948
 DU0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC100024(NAD 83)
 DU0948_MARKER: DR = REFERENCE MARK DISK
 DU0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0948_STAMPING: SEAM NO 2 1963
 DU0948_MARK LOGO: CGS   
 DU0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0948+STABILITY: SURFACE MOTION
 DU0948
 DU0948  HISTORY     - Date     Condition        Report By
 DU0948  HISTORY     - 1963     MONUMENTED       CGS
 DU0948  HISTORY     - 1982     GOOD             AZDT
 DU0948  HISTORY     - 20061031 MARK NOT FOUND   GEOCAC
 DU0948
 DU0948                          STATION DESCRIPTION
 DU0948
 DU0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0948'IN PHOENIX.
 DU0948'0.5 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0948'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0948'ABOUT 0.05 MILE EAST ALONG A GRAVEL ROAD, 46.2 FEET NORTH-NORTHWEST OF
 DU0948'TRAVERSE STATION SEAM, 68 FEET NORTH OF THE CENTER OF THE ROAD, 85
 DU0948'FEET NORTH OF A POWER POLE, 49.2 FEET NORTH OF A METAL WITNESS POST,
 DU0948'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0948
 DU0948                          STATION RECOVERY (1982)
 DU0948
 DU0948'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0948'RECOVERED IN GOOD CONDITION.
 DU0948
 DU0948                          STATION RECOVERY (2006)
 DU0948
 DU0948'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0948'CAREFUL MEASUREMENT FROM THE STATION MARK PLACES THIS MARK IN THE
 DU0948'MIDDLE OF AN OFFICIAL PATHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0661 ***********************************************************************
 DV0661  DESIGNATION -  SEAP
 DV0661  PID         -  DV0661
 DV0661  STATE/COUNTY-  AZ/MARICOPA
 DV0661  USGS QUAD   -  PHOENIX (1982)
 DV0661
 DV0661                         *CURRENT SURVEY CONTROL
 DV0661  ___________________________________________________________________
 DV0661* NAD 83(1992)-  33 27 37.63505(N)    112 01 18.06265(W)     ADJUSTED  
 DV0661* NAVD 88     -       342.33   (+/-2cm)    1123.1    (feet)  VERTCON   
 DV0661  ___________________________________________________________________
 DV0661  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DV0661  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0661  HORZ ORDER  -  SECOND
 DV0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0661
 DV0661.The horizontal coordinates were established by classical geodetic methods
 DV0661.and adjusted by the National Geodetic Survey in August 1993.
 DV0661
 DV0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0661.The vertical order pertains to the NGVD 29 superseded value.
 DV0661
 DV0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0661
 DV0661.The geoid height was determined by GEOID03.
 DV0661
 DV0661;                    North         East     Units Scale Factor Converg.
 DV0661;SPC AZ C     -   272,819.680   203,598.055   MT  0.99990117   -0 03 28.4
 DV0661;SPC AZ C     -   895,077.69    667,972.62   iFT  0.99990117   -0 03 28.4
 DV0661;UTM  12      - 3,702,801.593   405,055.375   MT  0.99971114   -0 33 48.1
 DV0661
 DV0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0661!SPC AZ C     -   0.99995094  x   0.99990117  =   0.99985211
 DV0661!UTM  12      -   0.99995094  x   0.99971114  =   0.99966209
 DV0661
 DV0661|---------------------------------------------------------------------|
 DV0661| PID    Reference Object                     Distance      Geod. Az  |
 DV0661|                                                           dddmmss.s |
 DV0661| DV0662 SEAP RM 1                            14.033 METERS 00113     |
 DV0661| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 2.6 KM 0422311.6 |
 DV0661| DV0663 SEAP AZ MK                                         1734435.1 |
 DV0661| CH4992 PHOENIX E PORTLAND/N 27TH PL         90.331 METERS 26614     |
 DV0661| DV1661 SEAP AZ MK 2                        201.999 METERS 26648     |
 DV0661| DV0660 SEAP RM 2                            13.953 METERS 27547     |
 DV0661| DV2079 SEAP 2                                7.544 METERS 27958     |
 DV0661|---------------------------------------------------------------------|
 DV0661
 DV0661                          SUPERSEDED SURVEY CONTROL
 DV0661
 DV0661  NAD 83(1986)-  33 27 37.62937(N)    112 01 18.06797(W) AD(       ) 2
 DV0661  NAD 27      -  33 27 37.47290(N)    112 01 15.53840(W) AD(       ) 2
 DV0661  NGVD 29 (??/??/92)  341.683  (m)         1121.01   (f) ADJ UNCH    2 0
 DV0661
 DV0661.Superseded values are not recommended for survey control.
 DV0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0661.See file dsdata.txt to determine how the superseded data were derived.
 DV0661
 DV0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0505502802(NAD 83)
 DV0661_MARKER: DE = TRAVERSE STATION DISK
 DV0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0661_STAMPING: SEAP 1963
 DV0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0661+STABILITY: SURFACE MOTION
 DV0661
 DV0661  HISTORY     - Date     Condition        Report By
 DV0661  HISTORY     - 1963     MONUMENTED       CGS
 DV0661  HISTORY     - 1963     GOOD             CGS
 DV0661  HISTORY     - 1970     GOOD             NGS
 DV0661  HISTORY     - 1977     SEE DESCRIPTION  NGS
 DV0661  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV0661
 DV0661                          STATION DESCRIPTION
 DV0661
 DV0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0661'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE CENTER
 DV0661'OF PHOENIX, 3/4 MILE SOUTH OF EAST MC DOWELL ROAD, AND IN THE
 DV0661'NORTHEAST CORNER OF THE INTERSECTION OF EAST PORTLAND STREET
 DV0661'AND NORTH 28TH STREET.
 DV0661'
 DV0661'TO REACH FROM THE INTERSECTION OF EAST ROOSEVELT STREET AND
 DV0661'NORTH 28TH STREET, (AZIMUTH MARK IN THE SOUTHEAST CORNER OF THE
 DV0661'INTERSECTION AS DESCRIBED) GO NORTH ON NORTH 28TH STREET FOR
 DV0661'0.15 MILE TO EAST PORTLAND STREET AND STATION AS DESCRIBED.
 DV0661'
 DV0661'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 DV0661'ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 DV0661'STAMPED SEAP 1963.  THE MARK IS 22 FEET WEST OF THE CENTER OF
 DV0661'NORTH 28TH STREET, 19 FEET NORTH OF EAST PORTLAND STREET, AND
 DV0661'10.5 FEET SOUTHEAST OF A WITNESS POST.
 DV0661'
 DV0661'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0661'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 DV0661'STAMPED SEAP NO 1 1963.  THE MARK IS 42.5 FEET NORTH-NORTHWEST
 DV0661'OF A POWER POLE, 36 FEET NORTH OF A WITNESS POST, AND 20 FEET
 DV0661'WEST OF THE CENTER OF NORTH 28TH STREET.
 DV0661'
 DV0661'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0661'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1 INCH AND IS STAMPED
 DV0661'SEAP NO 1 1963.  THE MARK IS 69 FEET WEST OF NORTH 28TH STREET,
 DV0661'42.9 FEET WEST OF A WITNESS POST, AND 24 FEET NORTH OF EAST
 DV0661'PORTLAND STREET.
 DV0661'
 DV0661'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV0661'THE SOUTH CURB OF EAST ROOSEVELT STREET AND IS STAMPED SEAP 1963.
 DV0661'THE MARK IS 40 FEET SOUTH OF THE CENTER OF EAST ROOSEVELT
 DV0661'STREET, 24 FEET EAST OF THE CENTER OF NORTH 28TH STREET, AND
 DV0661'22 FEET WEST OF THE CENTER OF THE DRIVE TO HOUSE NUMBER 913.
 DV0661
 DV0661                          STATION RECOVERY (1963)
 DV0661
 DV0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0661'IN PHOENIX.
 DV0661'0.4 MILE SOUTH ALONG NORTH 28TH STREET FROM THE INTERSECTION OF NORTH
 DV0661'28TH STREET AND EAST MCDOWELL ROAD, AT THE INTERSECTION OF NORTH 28TH
 DV0661'STREET AND EAST PORTLAND STREET IN THE EAST PART OF PHOENIX, 21 FEET
 DV0661'WEST OF THE CENTER OF NORTH 28TH STREET, 21 FEET NORTH OF THE CENTER
 DV0661'OF EAST PORTLAND STREET, 20 FEET SOUTHWEST OF A FIRE HYDRANT, 12 FEET
 DV0661'WEST-SOUTHWEST OF A POWER POLE, 10.5 FEET SOUTH OF A FENCE CORNER,
 DV0661'10.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET,
 DV0661'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0661
 DV0661                          STATION RECOVERY (1970)
 DV0661
 DV0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0661'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DV0661'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 DV0661'WAS IN THE WAY OF STREET CONSTRUCTION AND WAS MOVED AT THIS
 DV0661'TIME.
 DV0661'
 DV0661'THE STATION MARK WHICH IS LOCATED AT THE NORTHEAST CORNER OF
 DV0661'THE INTERSECTION OF EAST PORTLAND STREET AND NORTH 28TH STREET
 DV0661'IS A STANDARD DISK STAMPED, SEAP 1963.  IT IS SET IN THE TOP
 DV0661'OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 DV0661'IT IS 18 FEET NORTH OF THE CENTER LINE OF NORTH PORTLAND STREET,
 DV0661'18 FEET SOUTHWEST OF A FIRE HYDRANT, 21 FEET WEST OF THE CENTER
 DV0661'LINE OF NORTH 28TH STREET AND 5 FEET EAST OF THE PROLONGATION
 DV0661'OF THE SIDE WALK.
 DV0661'
 DV0661'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, SEAP NO 1 1963.
 DV0661'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DV0661'PROJECTS 2 INCHES.  IT IS 27 FEET NORTH-NORTHWEST OF THE FIRE
 DV0661'HYDRANT, 19 FEET WEST OF THE CENTER LINE OF NORTH 28TH STREET
 DV0661'AND 2 FEET EAST OF A WIRE FENCE.
 DV0661'
 DV0661'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SEAP NO 2 1963.
 DV0661'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 DV0661'1 INCH BELOW THE GROUND SURFACE.  IT IS 55 FEET WEST-SOUTHWEST OF
 DV0661'THE FIRE HYDRANT, 23 FEET NORTH OF THE CENTER LINE OF EAST
 DV0661'PORTLAND STREET AND 2-1/2 FEET NORTH OF THE NORTH EDGE OF THE
 DV0661'SIDE WALK.
 DV0661'
 DV0661'THE NEW AZIMUTH MARK IS A STANDARD DISK STAMPED, SEAP 1963 1970.
 DV0661'IT IS SET IN A DRILL HOLE IN THE SIDE WALK AT THE SOUTHEAST
 DV0661'PART OF THE INTERSECTION OF EAST PORTLAND STREET AND NORTH 27TH
 DV0661'STREET.  THE MARK IS 34 FEET WEST OF THE CENTER LINE OF 27TH
 DV0661'STREET AND 18-1/2 FEET SOUTH OF THE CENTER LINE OF EAST PORTLAND
 DV0661'STREET.
 DV0661'
 DV0661'CITY OF PHOENIX DISK IS UNSTAMPED.  THE DISK IS SET IN THE TOP
 DV0661'OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE STREET
 DV0661'SURFACE IN THE CENTER OF THE INTERSECTION OF EAST PORTLAND
 DV0661'STREET AND NORTH 27TH PL.
 DV0661'
 DV0661'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0661'
 DV0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHOENIX
 DV0661
 DV0661                          STATION RECOVERY (1977)
 DV0661
 DV0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 DV0661'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV0661'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1970.  DUE TO STREET
 DV0661'CONSTRUCTION THE STATION WAS MOVED AT THIS TIME.  THE UNDERGROUND
 DV0661'STATION MARK WAS LEFT IN PLACE.  THE AZIMUTH MARK SET IN 1970 AND
 DV0661'REFERENCE MARKS 1 AND 2 SERVE THE NEW STATION.
 DV0661'
 DV0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN
 DV0661'NORTHEASTERN PHOENIX.
 DV0661'
 DV0661'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0661
 DV0661                          STATION RECOVERY (2008)
 DV0661
 DV0661'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0661'MEASUREMENTS FELL UNDER THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2079 ***********************************************************************
 DV2079  DESIGNATION -  SEAP 2
 DV2079  PID         -  DV2079
 DV2079  STATE/COUNTY-  AZ/MARICOPA
 DV2079  USGS QUAD   -  PHOENIX (1982)
 DV2079
 DV2079                         *CURRENT SURVEY CONTROL
 DV2079  ___________________________________________________________________
 DV2079* NAD 83(1992)-  33 27 37.67745(N)    112 01 18.35038(W)     NO CHECK  
 DV2079* NAVD 88     -       342.37   (+/-2cm)    1123.3    (feet)  VERTCON   
 DV2079  ___________________________________________________________________
 DV2079  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DV2079  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2079  HORZ ORDER  -  THIRD
 DV2079  VERT ORDER  -  THIRD (See Below)
 DV2079
 DV2079.The horizontal coordinates were established by classical geodetic methods
 DV2079.and adjusted by the National Geodetic Survey in August 1993.
 DV2079.No horizontal observational check was made to the station.
 DV2079
 DV2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2079.The vertical order pertains to the NGVD 29 superseded value.
 DV2079
 DV2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2079
 DV2079.The geoid height was determined by GEOID03.
 DV2079
 DV2079;                    North         East     Units Scale Factor Converg.
 DV2079;SPC AZ C     -   272,820.993   203,590.627   MT  0.99990118   -0 03 28.6
 DV2079;SPC AZ C     -   895,082.00    667,948.25   iFT  0.99990118   -0 03 28.6
 DV2079;UTM  12      - 3,702,802.972   405,047.960   MT  0.99971115   -0 33 48.3
 DV2079
 DV2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2079!SPC AZ C     -   0.99995093  x   0.99990118  =   0.99985212
 DV2079!UTM  12      -   0.99995093  x   0.99971115  =   0.99966209
 DV2079
 DV2079|---------------------------------------------------------------------|
 DV2079| PID    Reference Object                     Distance      Geod. Az  |
 DV2079|                                                           dddmmss.s |
 DV2079| DV0662 SEAP RM 1                            14.884 METERS 03117     |
 DV2079| DV0661 SEAP                                  7.544 METERS 09958     |
 DV2079| DV1661 SEAP AZ MK 2                        194.661 METERS 26618     |
 DV2079| DV0660 SEAP RM 2                                          27054     |
 DV2079|---------------------------------------------------------------------|
 DV2079
 DV2079                          SUPERSEDED SURVEY CONTROL
 DV2079
 DV2079  NAD 83(1986)-  33 27 37.67177(N)    112 01 18.35569(W) AD(       ) 3
 DV2079  NAD 27      -  33 27 37.51530(N)    112 01 15.82612(W) AD(       ) 3
 DV2079  NGVD 29 (03/28/06)  341.71   (m)         1121.1    (f) RESET       3  
 DV2079
 DV2079.Superseded values are not recommended for survey control.
 DV2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2079.See file dsdata.txt to determine how the superseded data were derived.
 DV2079
 DV2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0504802803(NAD 83)
 DV2079_MARKER: DS = TRIANGULATION STATION DISK
 DV2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2079+STABILITY: SURFACE MOTION
 DV2079
 DV2079  HISTORY     - Date     Condition        Report By
 DV2079  HISTORY     - 1977     MONUMENTED       NGS
 DV2079  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV2079  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV2079
 DV2079                          STATION DESCRIPTION
 DV2079
 DV2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CN)
 DV2079'THE STATION IS LOCATED IN NORTHEASTERN PHOENIX, AT THE
 DV2079'INTERSECTION OF EAST PORTLAND STREET AND NORTH 28TH STREET.
 DV2079'
 DV2079'THE STATION MARK IS A STANDARD DISK STAMPED, SEAP 2 1977.  IT IS
 DV2079'SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 DV2079'INCH.  IT IS 2 FEET NORTH OF THE NORTH EDGE OF NORTH SIDEWALK
 DV2079'ALONG EAST PORTLAND STREET, IN THE NORTHWEST ANGLE FORMED BY
 DV2079'THE 2 STREETS WHICH ARE UNDER CONSTRUCTION AT THIS TIME.
 DV2079'
 DV2079'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, SEAP NO 1 1963.
 DV2079'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV2079'2 INCHES.  IT IS 27 FEET NORTH-NORTHWEST OF A FIRE HYDRANT AND
 DV2079'2 FEET EAST OF A WIRE FENCE.  THE MARK WILL BE JUST WEST OF THE
 DV2079'SIDEWALK ALONG THE WEST SIDE OF NORTH 28TH STREET WHEN
 DV2079'CONSTRUCTION IS COMPLETED.
 DV2079'
 DV2079'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SEAP NO 2 1963.
 DV2079'IT IS SET IN TOP 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 DV2079'THE GROUND SURFACE.  IT IS 55 FEET WEST-SOUTHWEST OF THE FIRE
 DV2079'HYDRANT AND 2-1/2 FEET NORTH OF THE NORTH SIDEWALK ALONG THE NORTH
 DV2079'SIDE OF EAST PORTLAND STREET.
 DV2079'
 DV2079'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SEAP 1963 1970.  IT IS
 DV2079'SET IN A DRILL HOLE IN THE SIDEWALK IN THE SOUTHEAST INTERSECTION
 DV2079'OF EAST PORTLAND STREET AND NORTH 27TH STREET.  THE MARK IS 34
 DV2079'FEET WEST OF THE CENTERLINE OF NORTH 27TH STREET AND 18-1/2 FEET
 DV2079'SOUTH OF THE CENTER LINE OF EAST PORTLAND STREET.
 DV2079'
 DV2079'NEAREST TOWN--PHOENIX.
 DV2079'
 DV2079'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2079
 DV2079                          STATION RECOVERY (2006)
 DV2079
 DV2079'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2079'RM1 WAS RECOVERED AND USED FOR REFERENCE. 30 MINS WITH TAPE MEASURE
 DV2079'AND PROBE REVEALED NOTHING. THE MARK MAY HAVE BEEN REMOVED WHEN A
 DV2079'BLOCK WALL IN THE VICINITY WAS CONSTRUCTED.
 DV2079
 DV2079                          STATION RECOVERY (2008)
 DV2079
 DV2079'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV2079'THE STATION MARK AND REFERENCE MARK 2 WERE SEARCHED FOR AND NOT FOUND.
 DV2079'REFERENCE MARK 1 AND AZIMUTH MARK 2 ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0663 ***********************************************************************
 DV0663  DESIGNATION -  SEAP AZ MK
 DV0663  PID         -  DV0663
 DV0663  STATE/COUNTY-  AZ/MARICOPA
 DV0663  USGS QUAD   -  PHOENIX (1982)
 DV0663
 DV0663                         *CURRENT SURVEY CONTROL
 DV0663  ___________________________________________________________________
 DV0663* NAD 83(1986)-  33 27 29.     (N)    112 01 17.     (W)     SCALED    
 DV0663* NAVD 88     -       341.51   (+/-2cm)    1120.4    (feet)  VERTCON   
 DV0663  ___________________________________________________________________
 DV0663  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0663
 DV0663.The horizontal coordinates were scaled from a topographic map and have
 DV0663.an estimated accuracy of +/- 6 seconds.
 DV0663
 DV0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0663.The vertical order pertains to the NGVD 29 superseded value.
 DV0663
 DV0663.The geoid height was determined by GEOID03.
 DV0663
 DV0663;                    North         East    Units  Estimated Accuracy
 DV0663;SPC AZ C     -   272,550.      203,630.      MT  (+/- 180 meters Scaled)
 DV0663
 DV0663                          SUPERSEDED SURVEY CONTROL
 DV0663
 DV0663  NGVD 29 (??/??/92)  340.857  (m)         1118.30   (f) ADJ UNCH    2 0
 DV0663
 DV0663.Superseded values are not recommended for survey control.
 DV0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0663.See file dsdata.txt to determine how the superseded data were derived.
 DV0663
 DV0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC050025(NAD 83)
 DV0663_MARKER: DZ = AZIMUTH MARK DISK
 DV0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0663_SP_SET: CURB
 DV0663_STAMPING: SEAP 1963
 DV0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0663
 DV0663  HISTORY     - Date     Condition        Report By
 DV0663  HISTORY     - 1963     MONUMENTED       CGS
 DV0663  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV0663  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV0663
 DV0663                          STATION DESCRIPTION
 DV0663
 DV0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0663'IN PHOENIX.
 DV0663'0.5 MILE SOUTH ALONG NORTH 28TH STREET FROM THE INTERSECTION OF NORTH
 DV0663'28TH STREET AND EAST MCDOWELL ROAD, AT THE INTERSECTION OF NORTH 28TH
 DV0663'STREET AND ROOSEVELT STREET IN THE EAST PART OF PHOENIX, 21 FEET EAST
 DV0663'OF THE CENTER OF NORTH 28TH STREET, 38 FEET SOUTH OF THE CENTER OF
 DV0663'ROOSEVELT STREET, ABOUT LEVEL WITH THE STREET, AND SET IN TOP OF THE
 DV0663'CONCRETE CURB AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 DV0663
 DV0663                          STATION RECOVERY (2006)
 DV0663
 DV0663'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0663'THE CURB AND SIDEWALK AT THE DESCRIBED LOCATION ARE MARKED 1995.
 DV0663
 DV0663                          STATION RECOVERY (2008)
 DV0663
 DV0663'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0663'THE CURB HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1661 ***********************************************************************
 DV1661  DESIGNATION -  SEAP AZ MK 2
 DV1661  PID         -  DV1661
 DV1661  STATE/COUNTY-  AZ/MARICOPA
 DV1661  USGS QUAD   -  PHOENIX (1982)
 DV1661
 DV1661                         *CURRENT SURVEY CONTROL
 DV1661  ___________________________________________________________________
 DV1661* NAD 83(1992)-  33 27 37.     (N)    112 01 25.     (W)     SCALED    
 DV1661* NAVD 88     -       341.817  (meters)    1121.44   (feet)  ADJUSTED  
 DV1661  ___________________________________________________________________
 DV1661  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV1661  DYNAMIC HT  -         341.422 (meters)    1120.15  (feet)  COMP
 DV1661  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV1661
 DV1661  VERT ORDER  -  SECOND    CLASS I
 DV1661
 DV1661.The horizontal coordinates were scaled from a topographic map and have
 DV1661.an estimated accuracy of +/- 6 seconds.
 DV1661
 DV1661.The orthometric height was determined by differential leveling
 DV1661.and adjusted in November 1993.
 DV1661
 DV1661.The geoid height was determined by GEOID03.
 DV1661
 DV1661.The dynamic height is computed by dividing the NAVD 88
 DV1661.geopotential number by the normal gravity value computed on the
 DV1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1661.degrees latitude (g = 980.6199 gals.).
 DV1661
 DV1661.The modeled gravity was interpolated from observed gravity values.
 DV1661
 DV1661;                    North         East    Units  Estimated Accuracy
 DV1661;SPC AZ C     -   272,800.      203,420.      MT  (+/- 180 meters Scaled)
 DV1661
 DV1661                          SUPERSEDED SURVEY CONTROL
 DV1661
 DV1661.No superseded survey control is available for this station.
 DV1661
 DV1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC048027(NAD 83)
 DV1661_MARKER: DZ = AZIMUTH MARK DISK
 DV1661_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DV1661_SP_SET: SIDEWALK POST
 DV1661_STAMPING: SEAP AZIMUTH
 DV1661_MARK LOGO: NGS   
 DV1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1661+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DV1661
 DV1661  HISTORY     - Date     Condition        Report By
 DV1661  HISTORY     - 1970     MONUMENTED       NGS
 DV1661  HISTORY     - 1979     GOOD             AZDT
 DV1661  HISTORY     - 20060823 GOOD             GEOCAC
 DV1661  HISTORY     - 20080501 GOOD             GEOCAC
 DV1661
 DV1661                          STATION DESCRIPTION
 DV1661
 DV1661'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV1661'IN PHOENIX.
 DV1661'IN PHOENIX, FROM 20TH STREET AND MCDOWELL TRAVEL SOUTH FOR 0.5 MI
 DV1661'(0.80 KM) TO ROOSEVELT STREET, THENCE EAST 0.95 MI (1.52 KM) TO 27TH
 DV1661'AVENUE, THENCE NORTH ALONG 27TH AVENUE FOR 660.0 FT (201.17 METERS) TO
 DV1661'PORTLAND AVENUE AND THE MARK ON THE SOUTHWEST CORNER, 19.0 FT (5.79
 DV1661'METERS) SOUTH OF THE CENTERLINE OF EAST PORTLAND, 38.0 FT
 DV1661'(11.58 METERS) WEST OF THE CENTERLINE OF 27TH AVENUE, A STANDARD NGS
 DV1661'BRASS CAP ON SIDEWALK.
 DV1661
 DV1661                          STATION RECOVERY (2006)
 DV1661
 DV1661'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1661'RECOVERED IN GOOD CONDITION.
 DV1661
 DV1661                          STATION RECOVERY (2008)
 DV1661
 DV1661'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0662 ***********************************************************************
 DV0662  DESIGNATION -  SEAP RM 1
 DV0662  PID         -  DV0662
 DV0662  STATE/COUNTY-  AZ/MARICOPA
 DV0662  USGS QUAD   -  PHOENIX (1982)
 DV0662
 DV0662                         *CURRENT SURVEY CONTROL
 DV0662  ___________________________________________________________________
 DV0662* NAD 83(1986)-  33 27 37.     (N)    112 01 18.     (W)     SCALED    
 DV0662* NAVD 88     -       342.441  (meters)    1123.49   (feet)  ADJUSTED  
 DV0662  ___________________________________________________________________
 DV0662  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0662  DYNAMIC HT  -         342.045 (meters)    1122.19  (feet)  COMP
 DV0662  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 DV0662
 DV0662  VERT ORDER  -  SECOND    CLASS 0
 DV0662
 DV0662.The horizontal coordinates were scaled from a topographic map and have
 DV0662.an estimated accuracy of +/- 6 seconds.
 DV0662
 DV0662.The orthometric height was determined by differential leveling
 DV0662.and adjusted in November 1993.
 DV0662
 DV0662.The geoid height was determined by GEOID03.
 DV0662
 DV0662.The dynamic height is computed by dividing the NAVD 88
 DV0662.geopotential number by the normal gravity value computed on the
 DV0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0662.degrees latitude (g = 980.6199 gals.).
 DV0662
 DV0662.The modeled gravity was interpolated from observed gravity values.
 DV0662
 DV0662;                    North         East    Units  Estimated Accuracy
 DV0662;SPC AZ C     -   272,800.      203,600.      MT  (+/- 180 meters Scaled)
 DV0662
 DV0662                          SUPERSEDED SURVEY CONTROL
 DV0662
 DV0662  NGVD 29 (??/??/92)  341.780  (m)         1121.32   (f) ADJ UNCH    2 0
 DV0662
 DV0662.Superseded values are not recommended for survey control.
 DV0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0662.See file dsdata.txt to determine how the superseded data were derived.
 DV0662
 DV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC050027(NAD 83)
 DV0662_MARKER: DR = REFERENCE MARK DISK
 DV0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0662_STAMPING: SEAP NO 1 1963
 DV0662_MARK LOGO: CGS   
 DV0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0662+STABILITY: SURFACE MOTION
 DV0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0662+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DV0662
 DV0662  HISTORY     - Date     Condition        Report By
 DV0662  HISTORY     - 1963     MONUMENTED       CGS
 DV0662  HISTORY     - 1979     GOOD             AZDT
 DV0662  HISTORY     - 20060823 GOOD             GEOCAC
 DV0662  HISTORY     - 20080501 GOOD             GEOCAC
 DV0662
 DV0662                          STATION DESCRIPTION
 DV0662
 DV0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0662'IN PHOENIX.
 DV0662'0.4 MILE SOUTH ALONG NORTH 28TH STREET FROM THE INTERSECTION OF NORTH
 DV0662'28TH STREET AND EAST MCDOWELL ROAD, AT THE INTERSECTION OF NORTH 28TH
 DV0662'STREET AND EAST PORTLAND STREET IN THE EAST PART OF PHOENIX, 46.0 FEET
 DV0662'NORTH OF TRAVERSE STATION SEAP, 20 FEET WEST OF THE CENTER OF NORTH
 DV0662'28TH STREET, 67 FEET NORTH OF THE CENTER OF EAST PORTLAND STREET, 1
 DV0662'FOOT EAST OF A FENCE, 35.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 DV0662'LEVEL WITH THE STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0662'INCHES.
 DV0662
 DV0662                          STATION RECOVERY (1979)
 DV0662
 DV0662'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0662'RECOVERED IN GOOD CONDITION.
 DV0662
 DV0662                          STATION RECOVERY (2006)
 DV0662
 DV0662'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0662'RECOVERED IN GOOD CONDITION.
 DV0662
 DV0662                          STATION RECOVERY (2008)
 DV0662
 DV0662'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0662'ADD TO DESCRIPTION, THE MARK IS NOW FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0660 ***********************************************************************
 DV0660  DESIGNATION -  SEAP RM 2
 DV0660  PID         -  DV0660
 DV0660  STATE/COUNTY-  AZ/MARICOPA
 DV0660  USGS QUAD   -  PHOENIX (1982)
 DV0660
 DV0660                         *CURRENT SURVEY CONTROL
 DV0660  ___________________________________________________________________
 DV0660* NAD 83(1986)-  33 27 37.     (N)    112 01 18.     (W)     SCALED    
 DV0660* NAVD 88     -       342.26   (+/-2cm)    1122.9    (feet)  VERTCON   
 DV0660  ___________________________________________________________________
 DV0660  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0660
 DV0660.The horizontal coordinates were scaled from a topographic map and have
 DV0660.an estimated accuracy of +/- 6 seconds.
 DV0660
 DV0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0660.The vertical order pertains to the NGVD 29 superseded value.
 DV0660
 DV0660.The geoid height was determined by GEOID03.
 DV0660
 DV0660;                    North         East    Units  Estimated Accuracy
 DV0660;SPC AZ C     -   272,800.      203,600.      MT  (+/- 180 meters Scaled)
 DV0660
 DV0660                          SUPERSEDED SURVEY CONTROL
 DV0660
 DV0660  NGVD 29 (??/??/92)  341.609  (m)         1120.76   (f) ADJ UNCH    2 0
 DV0660
 DV0660.Superseded values are not recommended for survey control.
 DV0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0660.See file dsdata.txt to determine how the superseded data were derived.
 DV0660
 DV0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC050027(NAD 83)
 DV0660_MARKER: DR = REFERENCE MARK DISK
 DV0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0660_STAMPING: SEAP NO 2 1963
 DV0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0660+STABILITY: SURFACE MOTION
 DV0660
 DV0660  HISTORY     - Date     Condition        Report By
 DV0660  HISTORY     - 1963     MONUMENTED       CGS
 DV0660  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV0660  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV0660
 DV0660                          STATION DESCRIPTION
 DV0660
 DV0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0660'IN PHOENIX.
 DV0660'0.4 MILE SOUTH ALONG NORTH 28TH STREET FROM THE INTERSECTION OF NORTH
 DV0660'28TH STREET AND EAST MCDOWELL ROAD, AT THE INTERSECTION OF NORTH 28TH
 DV0660'STREET AND EAST PORTLAND STREET IN THE EAST PART OF PHOENIX, 45.8 FEET
 DV0660'WEST OF TRAVERSE STATION SEAP, 25 FEET NORTH OF THE CENTER OF EAST
 DV0660'PORTLAND STREET, 66.5 FEET WEST OF THE CENTER OF NORTH 28TH STREET,
 DV0660'6.5 FEET SOUTH OF A FENCE, 42.9 FEET WEST OF A METAL WITNESS POST, AND
 DV0660'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0660
 DV0660                          STATION RECOVERY (2006)
 DV0660
 DV0660'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0660'THE MAIN STATION DESCRIPTION INDICATES THIS MARK TO BE 55 FEET WEST OF
 DV0660'THE FIRE HYDRANT. THAT LOCATION IS NOW A DRIVEWAY.
 DV0660
 DV0660                          STATION RECOVERY (2008)
 DV0660
 DV0660'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2195 ***********************************************************************
 DU2195  DESIGNATION -  SEARS
 DU2195  PID         -  DU2195
 DU2195  STATE/COUNTY-  AZ/MARICOPA
 DU2195  USGS QUAD   -  HORSESHOE DAM (1978)
 DU2195
 DU2195                         *CURRENT SURVEY CONTROL
 DU2195  ___________________________________________________________________
 DU2195* NAD 83(1992)-  33 58 28.45206(N)    111 37 34.07059(W)     ADJUSTED  
 DU2195* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 DU2195  ___________________________________________________________________
 DU2195  LAPLACE CORR-           7.48  (seconds)                    DEFLEC99
 DU2195  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DU2195  HORZ ORDER  -  FIRST
 DU2195
 DU2195.The horizontal coordinates were established by classical geodetic methods
 DU2195.and adjusted by the National Geodetic Survey in August 1993.
 DU2195
 DU2195.The orthometric height was scaled from a topographic map.
 DU2195
 DU2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2195
 DU2195.The geoid height was determined by GEOID03.
 DU2195
 DU2195;                    North         East     Units Scale Factor Converg.
 DU2195;SPC AZ C     -   329,871.421   240,206.456   MT  0.99990888   +0 09 44.5
 DU2195;SPC AZ C     - 1,082,255.32    788,078.92   iFT  0.99990888   +0 09 44.5
 DU2195;UTM  12      - 3,759,512.970   442,160.525   MT  0.99964124   -0 20 59.7
 DU2195
 DU2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2195!SPC AZ C     -   0.99985373  x   0.99990888  =   0.99976262
 DU2195!UTM  12      -   0.99985373  x   0.99964124  =   0.99949502
 DU2195
 DU2195:                Primary Azimuth Mark                     Grid Az
 DU2195:SPC AZ C     -  RIDGE                                    049 18 02.7
 DU2195:UTM  12      -  RIDGE                                    049 48 46.9
 DU2195
 DU2195|---------------------------------------------------------------------|
 DU2195| PID    Reference Object                     Distance      Geod. Az  |
 DU2195|                                                           dddmmss.s |
 DU2195| ES0992 RIDGE                               APPROX. 4.4 KM 0492747.2 |
 DU2195|---------------------------------------------------------------------|
 DU2195
 DU2195                          SUPERSEDED SURVEY CONTROL
 DU2195
 DU2195  NAD 83(1986)-  33 58 28.44455(N)    111 37 34.07912(W) AD(       ) 1
 DU2195  NAD 27      -  33 58 28.30100(N)    111 37 31.57600(W) AD(       ) 1
 DU2195
 DU2195.Superseded values are not recommended for survey control.
 DU2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2195.See file dsdata.txt to determine how the superseded data were derived.
 DU2195
 DU2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4216159513(NAD 83)
 DU2195_MARKER: DS = TRIANGULATION STATION DISK
 DU2195_SETTING: 80 = SET IN A BOULDER
 DU2195_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2195+STABILITY: SURFACE MOTION
 DU2195
 DU2195  HISTORY     - Date     Condition        Report By
 DU2195  HISTORY     - 1924     MONUMENTED       CGS
 DU2195
 DU2195                          STATION DESCRIPTION
 DU2195
 DU2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DU2195'ABOUT 4 MILES EAST OF THE SEARS K RANCH ON THE VERDE RIVER,
 DU2195'1 MILE SOUTH OF DAVENPORT WASH, AND 1-1/2 MILES SOUTHWEST OF
 DU2195'DAVENPORT PEAK, A HIGH CONICAL ROCKY PEAK LYING JUST SOUTH OF
 DU2195'DAVENPORT WASH ABOUT 8 MILES BY TRAIL FROM THE VERDE RIVER.
 DU2195'STATION IS ON A LONG RIDGE FORMING THE DIVIDE BETWEEN DAVENPORT
 DU2195'WASH AND SHEEP CREEK.  THIS RIDGE CONTINUES TO RISE IN ELEVATION
 DU2195'AS IT EXTENDS EASTWARD, AND THE STATION IS ON A LOW KNOLL
 DU2195'WITH A HIGHER SWELL ONE-QUARTER MILE TO THE EASTWARD.  MARKED
 DU2195'BY A STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2098 ***********************************************************************
 DV2098  DESIGNATION -  SEC COR W MCDOWELL RD AND 67TH
 DV2098  PID         -  DV2098
 DV2098  STATE/COUNTY-  AZ/MARICOPA
 DV2098  USGS QUAD   -  FOWLER (1982)
 DV2098
 DV2098                         *CURRENT SURVEY CONTROL
 DV2098  ___________________________________________________________________
 DV2098* NAD 83(1992)-  33 27 57.09850(N)    112 12 12.03367(W)     ADJUSTED  
 DV2098* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 DV2098  ___________________________________________________________________
 DV2098  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DV2098  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV2098  HORZ ORDER  -  SECOND
 DV2098
 DV2098.The horizontal coordinates were established by classical geodetic methods
 DV2098.and adjusted by the National Geodetic Survey in August 1993.
 DV2098
 DV2098.The orthometric height was scaled from a topographic map.
 DV2098
 DV2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2098
 DV2098.The geoid height was determined by GEOID03.
 DV2098
 DV2098;                    North         East     Units Scale Factor Converg.
 DV2098;SPC AZ C     -   273,451.099   186,713.504   MT  0.99990875   -0 09 29.1
 DV2098;SPC AZ C     -   897,149.27    612,577.11   iFT  0.99990875   -0 09 29.1
 DV2098;UTM  12      - 3,703,581.819   388,179.961   MT  0.99975415   -0 39 49.1
 DV2098
 DV2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2098!SPC AZ C     -   0.99995409  x   0.99990875  =   0.99986285
 DV2098!UTM  12      -   0.99995409  x   0.99975415  =   0.99970825
 DV2098
 DV2098                          SUPERSEDED SURVEY CONTROL
 DV2098
 DV2098  NAD 83(1986)-  33 27 57.09237(N)    112 12 12.04016(W) AD(       ) 2
 DV2098  NAD 27      -  33 27 56.93860(N)    112 12 09.49160(W) AD(       ) 2
 DV2098
 DV2098.Superseded values are not recommended for survey control.
 DV2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2098.See file dsdata.txt to determine how the superseded data were derived.
 DV2098
 DV2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8818003582(NAD 83)
 DV2098_MARKER: X = CHISELED CROSS
 DV2098_SETTING: 0 = UNSPECIFIED SETTING
 DV2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2098
 DV2098  HISTORY     - Date     Condition        Report By
 DV2098  HISTORY     - 1963     MONUMENTED       CGS
 DV2098
 DV2098                          STATION DESCRIPTION
 DV2098
 DV2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV2098'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV2098'(U.S. HIGHWAY 80) AND 67TH AVENUE IN THE SOUTHWEST PART OF
 DV2098'PHOENIX, GO NORTH ON 67TH AVENUE FOR 1.0 MILE TO WEST VAN BUREN
 DV2098'STREET, CONTINUE NORTH ON 67TH AVENUE FOR 0.55 MILE TO STAION VAN.
 DV2098'
 DV2098'WEST MC DOWELL ROAD AND 67TH AVENUE SECTION CORNER, IS A PUNCH
 DV2098'MARK IN THE CENTER OF A CHISLED CROSS IN THE CONCRETE WHICH IS
 DV2098'ABOUT 1 INCH BELOW THE BLACKTOP SURFACE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1069 ***********************************************************************
 ET1069  DESIGNATION -  SEC CORNER
 ET1069  PID         -  ET1069
 ET1069  STATE/COUNTY-  AZ/LA PAZ
 ET1069  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET1069
 ET1069                         *CURRENT SURVEY CONTROL
 ET1069  ___________________________________________________________________
 ET1069* NAD 83(1992)-  34 15 41.36869(N)    113 32 18.74071(W)     ADJUSTED  
 ET1069* NAVD 88     -       379.2    (meters)    1244.     (feet)  VERTCON   
 ET1069  ___________________________________________________________________
 ET1069  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 ET1069  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ET1069  HORZ ORDER  -  SECOND
 ET1069
 ET1069.The horizontal coordinates were established by classical geodetic methods
 ET1069.and adjusted by the National Geodetic Survey in August 1993.
 ET1069
 ET1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1069
 ET1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1069
 ET1069.The geoid height was determined by GEOID03.
 ET1069
 ET1069;                    North         East     Units Scale Factor Converg.
 ET1069;SPC AZ W     -   361,689.095   232,834.424   MT  0.99993801   +0 07 08.6
 ET1069;SPC AZ W     - 1,186,644.01    763,892.47   iFT  0.99993801   +0 07 08.6
 ET1069;UTM  12      - 3,794,066.400   266,263.970   MT  1.00027348   -1 25 47.2
 ET1069
 ET1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1069!SPC AZ W     -   0.99994520  x   0.99993801  =   0.99988322
 ET1069!UTM  12      -   0.99994520  x   1.00027348  =   1.00021867
 ET1069
 ET1069|---------------------------------------------------------------------|
 ET1069| PID    Reference Object                     Distance      Geod. Az  |
 ET1069|                                                           dddmmss.s |
 ET1069| CH3319 SEC CORNER RM 1                      13.166 METERS 05853     |
 ET1069| ET1055 CABAL                               APPROX. 6.5 KM 1110532.4 |
 ET1069| ET1070 T11N R12W SECS 29 30 31 32            9.489 METERS 31517     |
 ET1069|---------------------------------------------------------------------|
 ET1069
 ET1069                          SUPERSEDED SURVEY CONTROL
 ET1069
 ET1069  NAD 83(1986)-  34 15 41.36683(N)    113 32 18.74797(W) AD(       ) 2
 ET1069  NAD 27      -  34 15 41.29300(N)    113 32 16.00500(W) AD(       ) 2
 ET1069  NGVD 29 (07/19/86)  378.5    (m)         1242.     (f) VERT ANG    3  
 ET1069
 ET1069.Superseded values are not recommended for survey control.
 ET1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1069.See file dsdata.txt to determine how the superseded data were derived.
 ET1069
 ET1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6626494066(NAD 83)
 ET1069_MARKER: DS = TRIANGULATION STATION DISK
 ET1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1069
 ET1069  HISTORY     - Date     Condition        Report By
 ET1069  HISTORY     - 1948     MONUMENTED       CGS
 ET1069  HISTORY     - 1966     GOOD             CGS
 ET1069  HISTORY     - 19860205 MARK NOT FOUND   USGS
 ET1069
 ET1069                          STATION DESCRIPTION
 ET1069
 ET1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1069'STATION LOCATED ABOUT 2 MILES AIRLINE EAST OF ALAMO CROSSING,
 ET1069'55 YARDS NORTH OF CENTER LINE OF ROAD LEADING TO ALAMO CROSSING,
 ET1069'50 YARDS WEST OF CENTER LINE OF ROAD LEADING TO LK RANCH,
 ET1069'15 YARDS SOUTH OF A SMALL GULLY, 10 FEET NORTH OF A WHITE
 ET1069'WITNESS POST, PROJECTS 4 INCHES, AND STAMPED, SEC CORNER 1948.
 ET1069'
 ET1069'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 ET1069'PROJECTS 4 INCHES, AND STAMPED, SEC CORNER NO 1 1948.
 ET1069'
 ET1069'REFERENCE MARK NO. 2 IS A U.S. GENERAL LAND OFFICE SECTION
 ET1069'CORNER MARK FASTENED TO TOP OF A 2 INCH PIPE, PROJECTS ABOUT
 ET1069'12 INCHES, AND STAMPED, T11N R12W S29 S30 S31 S32 1911.  THIS
 ET1069'MARK IS ALSO A USC AND GS BENCH MARK.
 ET1069'
 ET1069'TO REACH FROM WENDEN, GO NORTH ON BLADED ROAD FOR 11.3 MILES
 ET1069'TO FORK.  TAKE RIGHT FORK AND GO 7.0 MILES TO FORK.  TAKE
 ET1069'LEFT FORK AND GO 14.2 MILES TO REVERSE Y.  CONTINUE STRAIGHT
 ET1069'AHEAD FOR 0.8 MILE TO FORK AND SIGN USGS SANTA MARIA GAGING
 ET1069'STATION.  TAKE LEFT FORK AND GO 3.35 MILES TO FORKS AND STATION
 ET1069'AS DESCRIBED ABOVE.
 ET1069
 ET1069                          STATION RECOVERY (1966)
 ET1069
 ET1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 ET1069'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ET1069'FOUND IN GOOD CONDITION.  THE ALAMO DAM IS NOW UNDER CONSTRUCTION
 ET1069'IN THE VICINITY OF ALAMO CROSSING AND A NEW PAVED ROAD NOW
 ET1069'EXISTS BETWEEN WENDEN AND THE DAM.  ALL LANDSCAPE IS SUBJECT
 ET1069'TO CHANGE DUE TO THE CONSTRUCTION OF THE DAM SO NO NEW
 ET1069'DESCRIPTION TO THE STATION WOULD BE RIGHT IF WRITTEN AT THE
 ET1069'PRESENT TIME.  THE WATER FROM THE DAM WILL BACK UP TO A POINT
 ET1069'WHERE THE STATION SHOULD BE ABOUT 1 MILE EAST OF THE EAST EDGE
 ET1069'AND IN FLAT OPEN COUNTRY.  CONTACT THE RESIDENT
 ET1069'ENGINEER AND HE SHOULD BE ABLE TO HELP YOU AS THIS MARK IS
 ET1069'LOCATED ON THE CONSTRUCTION MAP.
 ET1069'
 ET1069'THIS STATION WAS OCCUPIED BY ASTRONOMIC PARTY G-47.
 ET1069
 ET1069                          STATION RECOVERY (1986)
 ET1069
 ET1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JEP)
 ET1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1571 ***********************************************************************
 CZ1571  DESIGNATION -  SEC X 3537+48.34
 CZ1571  PID         -  CZ1571
 CZ1571  STATE/COUNTY-  AZ/PINAL
 CZ1571  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1571
 CZ1571                         *CURRENT SURVEY CONTROL
 CZ1571  ___________________________________________________________________
 CZ1571* NAD 83(1986)-  32 47 33.     (N)    111 38 39.     (W)     SCALED    
 CZ1571* NAVD 88     -       456.24   (+/-2cm)    1496.8    (feet)  VERTCON   
 CZ1571  ___________________________________________________________________
 CZ1571  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1571  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1571
 CZ1571.The horizontal coordinates were scaled from a topographic map and have
 CZ1571.an estimated accuracy of +/- 6 seconds.
 CZ1571
 CZ1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1571.The vertical order pertains to the NGVD 29 superseded value.
 CZ1571
 CZ1571.The geoid height was determined by GEOID03.
 CZ1571
 CZ1571;                    North         East    Units  Estimated Accuracy
 CZ1571;SPC AZ C     -   198,770.      238,880.      MT  (+/- 180 meters Scaled)
 CZ1571
 CZ1571                          SUPERSEDED SURVEY CONTROL
 CZ1571
 CZ1571  NGVD 29 (??/??/92)  455.690  (m)         1495.04   (f) ADJ UNCH    1 2
 CZ1571
 CZ1571.Superseded values are not recommended for survey control.
 CZ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1571.See file dsdata.txt to determine how the superseded data were derived.
 CZ1571
 CZ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB396284(NAD 83)
 CZ1571_MARKER: DD = SURVEY DISK
 CZ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1571_STAMPING: SEC X STA 3537+48.34
 CZ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1571+STABILITY: SURFACE MOTION
 CZ1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1571+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2007
 CZ1571
 CZ1571  HISTORY     - Date     Condition        Report By
 CZ1571  HISTORY     - UNK      MONUMENTED       AZDT
 CZ1571  HISTORY     - 1975     GOOD             AZDT
 CZ1571  HISTORY     - 20070525 GOOD             GEOCAC
 CZ1571
 CZ1571                          STATION DESCRIPTION
 CZ1571
 CZ1571'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1571'9.55 MI SE FROM CASA BLANCA.
 CZ1571'FROM MILEPOST 202, I-10, EAST FOR 0.05 MILES AND TO THE STATION ON THE
 CZ1571'RIGHT.  ALONG THE SOUTH R/W FENCE LINE.  3 FT. EAST OF A R/W ANGLE
 CZ1571'IRON STENCILED, POT 3537+48.34.  MARKED BY A P AND M SURVEY SIGN. AN
 CZ1571'AHD BRASS CAP, SET IN AN 8 IN. POST, UP 0.4 FT.
 CZ1571
 CZ1571                          STATION RECOVERY (2007)
 CZ1571
 CZ1571'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0914 ***********************************************************************
 FQ0914  DESIGNATION -  SECOND
 FQ0914  PID         -  FQ0914
 FQ0914  STATE/COUNTY-  AZ/NAVAJO
 FQ0914  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0914
 FQ0914                         *CURRENT SURVEY CONTROL
 FQ0914  ___________________________________________________________________
 FQ0914* NAD 83(2007)-  35 52 22.80052(N)    110 30 59.93875(W)     ADJUSTED  
 FQ0914* NAVD 88     -      1920.4    (meters)    6301.     (feet)  GPS OBS   
 FQ0914  ___________________________________________________________________
 FQ0914  EPOCH DATE  -        2007.00
 FQ0914  X           -  -1,814,014.657 (meters)                     COMP
 FQ0914  Y           -  -4,847,507.867 (meters)                     COMP
 FQ0914  Z           -   3,717,894.622 (meters)                     COMP
 FQ0914  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 FQ0914  ELLIP HEIGHT-        1898.466 (meters)          (02/10/07) ADJUSTED
 FQ0914  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 FQ0914
 FQ0914  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0914  Type    PID    Designation                      North   East  Ellip
 FQ0914  -------------------------------------------------------------------
 FQ0914  NETWORK FQ0914 SECOND                            1.96   1.37   7.68
 FQ0914  -------------------------------------------------------------------
 FQ0914
 FQ0914.The horizontal coordinates were established by GPS observations
 FQ0914.and adjusted by the National Geodetic Survey in February 2007.
 FQ0914
 FQ0914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0914.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0914.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0914.The epoch date for horizontal control is a decimal equivalence
 FQ0914.of Year/Month/Day.
 FQ0914
 FQ0914.The orthometric height was determined by GPS observations and a
 FQ0914.high-resolution geoid model.
 FQ0914
 FQ0914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0914
 FQ0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0914
 FQ0914.The ellipsoidal height was determined by GPS observations
 FQ0914.and is referenced to NAD 83.
 FQ0914
 FQ0914.The geoid height was determined by GEOID03.
 FQ0914
 FQ0914;                    North         East     Units Scale Factor Converg.
 FQ0914;SPC AZ E     -   540,479.233   181,756.824   MT  0.99991230   -0 12 18.3
 FQ0914;SPC AZ E     - 1,773,225.83    596,315.04   iFT  0.99991230   -0 12 18.3
 FQ0914;UTM  12      - 3,969,970.313   543,633.121   MT  0.99962346   +0 16 59.7
 FQ0914
 FQ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0914!SPC AZ E     -   0.99970212  x   0.99991230  =   0.99961445
 FQ0914!UTM  12      -   0.99970212  x   0.99962346  =   0.99932569
 FQ0914
 FQ0914|---------------------------------------------------------------------|
 FQ0914| PID    Reference Object                     Distance      Geod. Az  |
 FQ0914|                                                           dddmmss.s |
 FQ0914| CR9994 SECOND RM 1                           3.014 METERS 23807     |
 FQ0914| FQ0758 ORAIBI                              APPROX.16.9 KM 2823345.4 |
 FQ0914| CR9995 SECOND RM 2                           5.782 METERS 31031     |
 FQ0914|---------------------------------------------------------------------|
 FQ0914
 FQ0914                          SUPERSEDED SURVEY CONTROL
 FQ0914
 FQ0914  NAD 83(1992)-  35 52 22.80002(N)    110 30 59.93809(W) AD(       ) 1
 FQ0914  ELLIP H (03/15/96) 1898.490  (m)                       GP(       ) 4 1
 FQ0914  NAD 83(1992)-  35 52 22.80049(N)    110 30 59.94164(W) AD(       ) 3
 FQ0914  NAD 83(1986)-  35 52 22.80289(N)    110 30 59.94003(W) AD(       ) 3
 FQ0914  NGVD 29 (02/23/90) 1919.6    (m)         6298.     (f) VERT ANG    3  
 FQ0914
 FQ0914.Superseded values are not recommended for survey control.
 FQ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0914.See file dsdata.txt to determine how the superseded data were derived.
 FQ0914
 FQ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE4363369970(NAD 83)
 FQ0914_MARKER: DD = SURVEY DISK
 FQ0914_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0914_SP_SET: SET IN ROCK OUTCROP
 FQ0914_STAMPING: SECOND 1964
 FQ0914_MARK LOGO: USGS  
 FQ0914_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0914+STABILITY: POSITION/ELEVATION WELL
 FQ0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0914+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 FQ0914
 FQ0914  HISTORY     - Date     Condition        Report By
 FQ0914  HISTORY     - 1964     MONUMENTED       USGS
 FQ0914  HISTORY     - 19950808 GOOD             NGS
 FQ0914
 FQ0914                          STATION DESCRIPTION
 FQ0914
 FQ0914'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FQ0914'LOCATED ABOUT 7.5 MI NW. OF POLACCA, 6 MI E. OF ORAIBI, ABOUT 4.5
 FQ0914'MI N. OF SHONGOPOVI, ABOUT 500 FT W. OF SHONGOPOVI-PINON RD.  ON
 FQ0914'SANDSTONE OUTCROP.
 FQ0914'
 FQ0914'TO REACH FROM POST OFFICE AT SECOND MESA.  DRIVE 4.3 MI W. ON HWY.
 FQ0914'264 TO RD. JCT. RIGHT.  TURN RIGHT 2.4 MI N. TOWARD PINON TO T-RD.
 FQ0914'LEFT.  STATION IS ABOUT 500 FT LEFT AT END OF T-RD.
 FQ0914'
 FQ0914'STATION MARK--STANDARD TABLET STAMPED---SECOND 1964---, IN ROCK
 FQ0914'OUTCROP.
 FQ0914'
 FQ0914'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, IN SANDSTONE
 FQ0914'OUTCROP.
 FQ0914'
 FQ0914'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, IN SANDSTONE
 FQ0914'OUTCROP.
 FQ0914
 FQ0914                          STATION RECOVERY (1995)
 FQ0914
 FQ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 FQ0914'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHEAST OF THE
 FQ0914'HOPI CULTURAL CENTER ON SECOND MESA, 6 MI (9.7 KM) EAST OF THE VILLAGE
 FQ0914'OF KYKOTSMOVI, JUST WEST OF THE ROAD BETWEEN SECOND MESA AND PINON ON
 FQ0914'HOPI INDIAN TRIBAL LAND ON THE WEST EDGE OF A RIDGE OVERLOOKING ORAIBI
 FQ0914'WASH TO THE WEST .  TO REACH THE STATION FROM THE INTERSECTION OF
 FQ0914'ARIZONA HIGHWAYS 87 AND 264 NEAR SECOND MESA, GO WEST ON ARIZONA 264
 FQ0914'FOR 4.9 MI (7.9 KM) TO THE INTERSECTION WITH A PAVED ROAD ON THE RIGHT
 FQ0914'LEADING TO PINON (THIS INTERSECTION IS JUST SOUTHEST OF THE SITE OF
 FQ0914'THE HOPI CULTURAL CENTER COMPLEX.) TURN RIGHT, NORTHEAST, ON THE ROAD
 FQ0914'TO PINON AND GO 1.9 MI (3.1 KM) TO A MICROWAVE TOWER ON THE LEFT.
 FQ0914'CONTINUE ANOTHER 0.2 MI (0.3 KM) TO A TRACK ROAD AND GATE ON THE LEFT
 FQ0914'(THIS POINT IS 0.1 MI (0.2 KM) NORTH OF MILEPOST 2.) TURN LEFT, WEST,
 FQ0914'PASS THROUGH THE GATE IN THE ROW FENCE, TURN RIGHT ON THE TRACK ROAD
 FQ0914'AND FOLLOW IT NORTH AND WEST FOR 0.15 MI (0.24 KM) TO THE END OF THE
 FQ0914'ROAD AND THE STATION STRAIGHT AHEAD ON TOP OF A LARGE SANDSTONE
 FQ0914'OUTRCOP.  THE STATION IS A USGS DISK STAMPED ---SECOND 1964--- SET IN
 FQ0914'THE TOP OF A LARGE SANDSTONE OUTCROP THAT MEASURES 3 M (9.8 FT) ON A
 FQ0914'SIDE AND IS ABOUT 1.5 M (4.9 FT) ABOVE GROUND LEVEL.  THE STATION IS
 FQ0914'ABOUT 10 M (32.8 FT) SOUTHEAST FROM THE EDGE OF THE MESA TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1056 ***********************************************************************
 ES1056  DESIGNATION -  SECOND KNOLL
 ES1056  PID         -  ES1056
 ES1056  STATE/COUNTY-  AZ/NAVAJO
 ES1056  USGS QUAD   -  SECOND KNOLLS (1970)
 ES1056
 ES1056                         *CURRENT SURVEY CONTROL
 ES1056  ___________________________________________________________________
 ES1056* NAD 83(1992)-  34 36 20.98020(N)    110 13 58.10873(W)     ADJUSTED  
 ES1056* NAVD 88     -      1887.9    (meters)    6194.     (feet)  VERTCON   
 ES1056  ___________________________________________________________________
 ES1056  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ES1056  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ES1056  HORZ ORDER  -  FIRST
 ES1056
 ES1056.The horizontal coordinates were established by classical geodetic methods
 ES1056.and adjusted by the National Geodetic Survey in August 1993.
 ES1056
 ES1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1056
 ES1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1056
 ES1056.The geoid height was determined by GEOID03.
 ES1056
 ES1056;                    North         East     Units Scale Factor Converg.
 ES1056;SPC AZ E     -   399,852.311   207,293.875   MT  0.99990045   -0 02 15.2
 ES1056;SPC AZ E     - 1,311,851.41    680,098.02   iFT  0.99990045   -0 02 15.2
 ES1056;UTM  12      - 3,829,599.760   570,342.349   MT  0.99966099   +0 26 08.6
 ES1056
 ES1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1056!SPC AZ E     -   0.99970753  x   0.99990045  =   0.99960801
 ES1056!UTM  12      -   0.99970753  x   0.99966099  =   0.99936862
 ES1056
 ES1056|---------------------------------------------------------------------|
 ES1056| PID    Reference Object                     Distance      Geod. Az  |
 ES1056|                                                           dddmmss.s |
 ES1056| CD3604 SECOND KNOLL RM 1                    19.039 METERS 18441     |
 ES1056| CD3605 SECOND KNOLL RM 2                    21.319 METERS 27458     |
 ES1056| CD3603 SECOND KNOLL AZ MK                                 3395204.6 |
 ES1056|---------------------------------------------------------------------|
 ES1056
 ES1056                          SUPERSEDED SURVEY CONTROL
 ES1056
 ES1056  NAD 83(1986)-  34 36 20.97380(N)    110 13 58.11351(W) AD(       ) 1
 ES1056  NAD 27      -  34 36 20.85600(N)    110 13 55.68200(W) AD(       ) 1
 ES1056  NGVD 29 (08/03/87) 1887.0    (m)         6191.     (f) VERT ANG    3  
 ES1056
 ES1056.Superseded values are not recommended for survey control.
 ES1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1056.See file dsdata.txt to determine how the superseded data were derived.
 ES1056
 ES1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7034229600(NAD 83)
 ES1056_MARKER: DS = TRIANGULATION STATION DISK
 ES1056_SETTING: 66 = SET IN ROCK OUTCROP
 ES1056_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1056+STABILITY: POSITION/ELEVATION WELL
 ES1056
 ES1056  HISTORY     - Date     Condition        Report By
 ES1056  HISTORY     - 1932     MONUMENTED       USGS
 ES1056  HISTORY     - 1936     GOOD             USGS
 ES1056  HISTORY     - 1958     GOOD             CGS
 ES1056  HISTORY     - 1960     GOOD             USGS
 ES1056  HISTORY     - 1974     GOOD             LOCENG
 ES1056  HISTORY     - 1978     GOOD             NGS
 ES1056  HISTORY     - 1981     GOOD             AZDT
 ES1056  HISTORY     - 1983     GOOD             AZDT
 ES1056
 ES1056                          STATION DESCRIPTION
 ES1056
 ES1056'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 ES1056'THIS IS A TRIANGULATION STATION OF THE U.S. GEOLOGICAL SURVEY.
 ES1056'IT IS ON PROMINENT MESA BUTTE, THE WESTERNMOST OF A GROUP LYING
 ES1056'ABOUT 20 MILES SOUTH OF HOLBROOK, 11-1/2 MILES NORTHWEST OF
 ES1056'SNOWFLAKE, AND IS ABOUT 6 MILES WEST OF THE HOLBROOK-SNOWFLAKE
 ES1056'HIGHWAY.  THE BUTTE IS PROMINENT WITH A SQUARE BOX-LIKE
 ES1056'APPEARANCE, AND IS ON THE HIGHEST POINT IN THE VICINITY.
 ES1056'
 ES1056'TO REACH FROM HOLBROOK, GO SOUTH ON U.S. HIGHWAY 260 TO THE
 ES1056'JUNCTION WITH STATE HIGHWAY 77, WHICH IS ABOUT 1 MILE SOUTH OF
 ES1056'THE CENTER OF TOWN.  FROM HERE GO SOUTH ON HIGHWAY 77 FOR 2.2
 ES1056'MILES TO A FORK IN THE ROAD.  KEEP THE LEFT FORK (HIGHWAY 77)
 ES1056'AND CONTINUE SOUTH FOR 9.7 MILES TO AN OLD DIRT GRADED ROAD JUST
 ES1056'NORTH OF THE RAILROAD TRACKS.  TURN RIGHT ON THE DIRT ROAD AND
 ES1056'GO SOUTHWEST ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR
 ES1056'1.3 MILES TO A SMALL STOCK-WATERING RESERVOIR.  PASS TO THE
 ES1056'RIGHT OF THE RESERVOIR AND CONTINUE ON THE DIRT ROAD FOR 3.5
 ES1056'MILES TO A FORK IN THE ROAD.  TAKE THE LEFT FORK AND GO SOUTH
 ES1056'FOR 1.7 MILES TO A GATE, PASS THROUGH THE GATE AND CONTINUE FOR
 ES1056'0.5 MILE TO A GATE, PASS THROUGH THE GATE AND GO 0.7 MILE.
 ES1056'HERE TURN LEFT AND GO SOUTH FOR 0.1 MILE TO AN OLD OIL WELL
 ES1056'SITE.  FROM HERE GO SOUTH, PASSING TO THE RIGHT OF AN OLD
 ES1056'TIN TANK, FOR 0.2 MILE.  HERE TAKE THE RIGHT FORK AND GO 0.6
 ES1056'MILE.  HERE TAKE THE RIGHT FORK (BOTH ARE DIM) AND GO
 ES1056'SOUTHWEST FOR 0.8 MILE TO A FENCE CORNER, PASS THROUGH THE
 ES1056'GATE IN THE EAST-WEST FENCE, TURN LEFT AND PASS THROUGH THE GATE
 ES1056'IN THE NORTH-SOUTH FENCE.  FROM HERE GO SOUTH ACROSS COUNTRY
 ES1056'FOR 0.7 MILE TO THE FOOT OF THE BUTTE AND END OF TRUCK
 ES1056'TRAVEL.  FROM HERE PACK UP SHOULDER ON THE WESTERNMOST END OF THE
 ES1056'BUTTE TO THE TOP.
 ES1056'
 ES1056'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 ES1056'STATION MARK.  IT IS CEMENTED IN BEDROCK AND IS STAMPED 2ND KNOLL
 ES1056'1932.
 ES1056'
 ES1056'REFERENCE MARK NO. 1 IS 19.041 METERS SOUTH OF THE STATION,
 ES1056'AND IS CEMENTED IN FLAT BEDROCK.  IT IS A STANDARD U.S. GEOLOGICAL
 ES1056'SURVEY REFERENCE MARK AND IS STAMPED 2ND KNOLL 1932 R.M. NO. 1.
 ES1056'
 ES1056'REFERENCE MARK NO. 2 IS 21.320 METERS NORTHWEST OF THE STATION,
 ES1056'AND IS CEMENTED IN FLAT BEDROCK.  IT IS A STANDARD U.S. GEOLOGICAL
 ES1056'SURVEY REFERENCE MARK AND IS STAMPED 2ND KNOLL 1932 R.M. NO. 2.
 ES1056'
 ES1056'AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  IT IS A
 ES1056'STANDARD U.S. COAST AND GEODETIC SURVEY AZIMUTH MARK STAMPED
 ES1056'2ND KNOLL 1936.  IT IS APPROXIMATELY 0.8 MILE NORTHWEST OF THE
 ES1056'STATION, 0.15 MILE NORTHWEST OF THE FENCE CORNER MENTIONED IN THE
 ES1056'DESCRIPTION OF THE STATION.  THE MARK IS CEMENTED IN A FLAT ROCK
 ES1056'THAT IS FLUSH WITH THE SURFACE OF THE GROUND, 100 FEET WEST OF
 ES1056'THE DIRT ROAD LEADING TO THE STATION, 10 FEET NORTHEAST OF A
 ES1056'SMALL TREE.
 ES1056'
 ES1056'A 4-FOOT STAND SAW ALL STATIONS.
 ES1056
 ES1056                          STATION RECOVERY (1958)
 ES1056
 ES1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1056'THIS IS A TRIANGULATION BENCH MARK STATION OF THE U.S. GEOLOGICAL
 ES1056'SURVEY.  THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 ES1056'NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 ES1056'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.  THE
 ES1056'STATION IS LOCATED ABOUT 20 MILES SOUTH OF HOLBROOK, 11 MILES
 ES1056'NORTHWEST OF SNOWFLAKE AND ABOUT 6 MILES WEST OF THE
 ES1056'HOLBROOK-SNOWFLAKE HIGHWAY.  THE BUTTE HAS A SQUARE BOX-LIKE
 ES1056'APPEARANCE, WHICH IS THE MOST WESTERN BUTTE OF A GROUP AND IS
 ES1056'THE HIGHEST POINT IN THE VICINITY.  THE STATION MARK IS A
 ES1056'STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION BENCH MARK
 ES1056'DISK, WHICH IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 ES1056'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 ES1056'2ND KNOLL 1932.
 ES1056'
 ES1056'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A CAIRN AND ABOUT 2 FEET
 ES1056'LOWER THAN THE STATION.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 ES1056'REFERENCE DISK, WHICH IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 ES1056'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 ES1056'2ND KNOLL NO 1 1932.
 ES1056'
 ES1056'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A CAIRN AND ABOUT 1 FOOT
 ES1056'LOWER THAN THE STATION.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 ES1056'REFERENCE DISK, WHICH IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 ES1056'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 ES1056'2ND KNOLL NO 2 1932.
 ES1056'
 ES1056'THE AZIMUTH MARK IS 100 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 ES1056'10 FEET NORTHEAST OF A SMALL SCRUB CEDAR WITH A WITNESS POST
 ES1056'NAILED TO IT.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC
 ES1056'SURVEY AZIMUTH DISK, WHICH IS CEMENTED IN A DRILL HOLE IN
 ES1056'OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF THE GROUND AND IS
 ES1056'STAMPED 2ND KNOLL 1936.
 ES1056'
 ES1056'TO REACH FROM THE POST OFFICE IN SNOWFLAKE, GO NORTH ON STATE
 ES1056'HIGHWAY 77 FOR 0.35 MILE TO A CROSS STREET, TURN LEFT ON A TAR
 ES1056'STREET AND GRAVEL ROAD AND GO WESTERLY FOR 5.3 MILES TO A NARROW
 ES1056'SIDE ROAD RIGHT (JUST AFTER CROSSING A CATTLEGUARD), TURN RIGHT
 ES1056'AND GO NORTHERLY ON A BLADED ROAD FOR 1.8 MILES TO A CATTLEGUARD,
 ES1056'CONTINUE NORTHERLY FOR 3.0 MILES TO A WIRE GATE, PASS THROUGH
 ES1056'GATE AND CONTINUE NORTHERLY FOR 2.0 MILES TO A WIRE GATE, PASS
 ES1056'THROUGH GATE AND GO 0.8 MILE TO A RANCH HOUSE ON THE LEFT AND
 ES1056'A WIRE GATE, PASS THROUGH GATE AND GO WESTERLY FOR 0.5 MILE TO
 ES1056'ANOTHER RANCH HOUSE, PASS THROUGH RANCH YARD AND OVER A
 ES1056'CATTLEGUARD, THENCE NORTH ON A BLADED ROAD FOR 0.65 MILE TO A
 ES1056'CATTLEGUARD, CONTINUE NORTHERLY FOR 1.1 MILES TO A FORK,
 ES1056'KEEP RIGHT FORK FOR 1.5 MILES TO A FORK JUST BEFORE REACHING
 ES1056'THE SUMMIT OF RIDGE, KEEP DIM RIGHT FORK EASTERLY FOR 1.85
 ES1056'MILES TO A WIRE GATE* IN THE EAST-WEST FENCE LINE,
 ES1056'CONTINUE ABOUT 80 FEET TO A T-FENCE CORNER AND A WIRE GATE IN
 ES1056'THE NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AT T-FENCE CORNER
 ES1056'AND THENCE DRIVE SOUTH ACROSS COUNTRY TOWARD PROMINENT
 ES1056'BUTTE FOR 0.7 MILE TO THE WEST BASE OF BUTTE AND END OF TRUCK
 ES1056'TRAVEL.  FROM HERE PACK EAST TO THE TOP OF BUTTE AND STATION.
 ES1056'(15 MINUTE PACK)
 ES1056'
 ES1056'TO REACH AZIMUTH FROM WIRE GATE*, TURN LEFT PASS THROUGH WIRE GATE
 ES1056'AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ES1056'
 ES1056'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 ES1056
 ES1056                          STATION RECOVERY (1960)
 ES1056
 ES1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1056'RECOVERED IN GOOD CONDITION.
 ES1056'
 ES1056'TO REACH FROM JCT. OF STATE HWYS. 77 AND 277 IN SNOWFLAKE, GO 5.1
 ES1056'MI W. ON 277 AS TO HEBER TO RD. ON RIGHT.  TURN RIGHT ON
 ES1056'MAIN-TRAVELED RD. 10.8 MI TO POINT ON RD. NEAR SUMMIT OF
 ES1056'PROMINENT MESA RIM AND DIM RD. ON RIGHT.  TURN RIGHT ON DIM RD.
 ES1056'FOLLOWING ALONG RIM AND THEN ALONG FENCE LINE TO FENCE CORNER AND
 ES1056'GATE, PASS THROUGH GATE AND SWING RIGHT WORKING WAY 0.8 MI
 ES1056'CROSS-COUNTRY TO SOUTHWEST END OF HIGHEST BUTTE IN AREA, HIKE TO
 ES1056'HIGHEST POINT OF TOP AND STATION.
 ES1056
 ES1056                          STATION RECOVERY (1974)
 ES1056
 ES1056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (DK)
 ES1056'SECOND KNOLL RECOVERED GOOD.
 ES1056'
 ES1056'AZ MK RECOVERED GOOD.
 ES1056'
 ES1056'NOT ON NGS LEVEL.
 ES1056
 ES1056                          STATION RECOVERY (1978)
 ES1056
 ES1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ES1056'THE STATION, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 ES1056'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ES1056'
 ES1056'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 77 AND 277
 ES1056'IN SNOW FLAKE, TRAVEL WEST ON HWY. 277 TO MILE POST 331.30 AND A
 ES1056'BLADED ROAD ON THE RIGHT, TURN RIGHT AND CROSS CATTLE GUARD AND GO
 ES1056'0.2 MILES TO A R.R. CROSSING, CROSS R.R. AND GO 0.90 MILES TO A
 ES1056'SECOND R.R. CROSSING, CROSS R.R. AND CONTINUE ON MAIN TRAVELED
 ES1056'ROAD FOR 5.90 MILES TO RANCH BUILDINGS, CONTINUE BETWEEN BUILDINGS
 ES1056'FOR 0.50 MILES TO ANOTHER GROUP OF RANCH BUILDINGS, CONTINUE ON
 ES1056'MAIN TRAVELED ROAD FOR 1.65 MILES TO A Y ROAD FORK, TAKE RIGHT
 ES1056'FORK AND STAY ON MAIN TRAVELED ROAD TO THE BROW OF A CEDAR
 ES1056'COVERED RIDGE AND A TRAIL ON THE RIGHT, TURN RIGHT AND FOLLOW
 ES1056'TRAIL EASTERLY FOR 1.75 MILES TO A WIRE GATE IN A N-S FENCE (GATE
 ES1056'IN FENCE CORNER), PASS THROUGH GATE AND TRAVEL SOUTHEAST ACROSS
 ES1056'COUNTRY FOR 0.65 MILES TO WEST BASE OF A KNOLL AND END OF TRUCK
 ES1056'TRAVEL.  PACK EAST UP KNOLL TO STATION, ABOUT A 10 MINUTE PACK.
 ES1056'
 ES1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MI. S. HOLBROOK,
 ES1056'11.5 MI. NW SNOWFLAKE.
 ES1056'
 ES1056'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1056
 ES1056                          STATION RECOVERY (1981)
 ES1056
 ES1056'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1056'THE STATION WAS RECOVERED AS DESCRIBED.
 ES1056
 ES1056                          STATION RECOVERY (1983)
 ES1056
 ES1056'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES1056'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1978.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2113 ***********************************************************************
 DV2113  DESIGNATION -  SECTION
 DV2113  PID         -  DV2113
 DV2113  STATE/COUNTY-  AZ/MARICOPA
 DV2113  USGS QUAD   -  MOBILE NE (1973)
 DV2113
 DV2113                         *CURRENT SURVEY CONTROL
 DV2113  ___________________________________________________________________
 DV2113* NAD 83(1992)-  33 10 28.18436(N)    112 18 21.73265(W)     ADJUSTED  
 DV2113* NAVD 88     -       383.6    (meters)    1259.     (feet)  VERTCON   
 DV2113  ___________________________________________________________________
 DV2113  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 DV2113  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DV2113  HORZ ORDER  -  SECOND
 DV2113
 DV2113.The horizontal coordinates were established by classical geodetic methods
 DV2113.and adjusted by the National Geodetic Survey in August 1993.
 DV2113
 DV2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2113
 DV2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2113
 DV2113.The geoid height was determined by GEOID03.
 DV2113
 DV2113;                    North         East     Units Scale Factor Converg.
 DV2113;SPC AZ C     -   241,169.741   177,047.420   MT  0.99991625   -0 12 47.0
 DV2113;SPC AZ C     -   791,239.31    580,864.24   iFT  0.99991625   -0 12 47.0
 DV2113;UTM  12      - 3,671,391.307   378,231.941   MT  0.99978281   -0 42 53.1
 DV2113
 DV2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2113!SPC AZ C     -   0.99994456  x   0.99991625  =   0.99986082
 DV2113!UTM  12      -   0.99994456  x   0.99978281  =   0.99972738
 DV2113
 DV2113|---------------------------------------------------------------------|
 DV2113| PID    Reference Object                     Distance      Geod. Az  |
 DV2113|                                                           dddmmss.s |
 DV2113| CH5415 SECTION RM 1                         21.702 METERS 14309     |
 DV2113| DV2112 T3S R1W SEC 12 SE COR                27.952 METERS 20445     |
 DV2113| CH5416 SECTION RM 2                         13.043 METERS 21006     |
 DV2113| CH5414 SECTION AZ MK                                      2675939.0 |
 DV2113|---------------------------------------------------------------------|
 DV2113
 DV2113                          SUPERSEDED SURVEY CONTROL
 DV2113
 DV2113  NAD 83(1986)-  33 10 28.17449(N)    112 18 21.73432(W) AD(       ) 2
 DV2113  NAD 27      -  33 10 28.00681(N)    112 18 19.18406(W) AD(       ) 2
 DV2113  NGVD 29 (07/19/86)  383.0    (m)         1257.     (f) VERT ANG    3  
 DV2113
 DV2113.Superseded values are not recommended for survey control.
 DV2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2113.See file dsdata.txt to determine how the superseded data were derived.
 DV2113
 DV2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7823271391(NAD 83)
 DV2113_MARKER: DS = TRIANGULATION STATION DISK
 DV2113_SETTING: 0 = UNSPECIFIED SETTING
 DV2113
 DV2113  HISTORY     - Date     Condition        Report By
 DV2113  HISTORY     - 1936     MONUMENTED       CGS
 DV2113  HISTORY     - 1968     GOOD             AMS
 DV2113  HISTORY     - 19891019 GOOD             LOCSUR
 DV2113
 DV2113                          STATION DESCRIPTION
 DV2113
 DV2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2113'ABOUT 8-1/2 MILES NORTH BY WEST OF THE RAILROAD STATION AT
 DV2113'MOBILE AND 7-3/4 MILES SOUTHEAST OF THE RAINBOW VALLEY STORE,
 DV2113'ON THE LOW BRUSH-COVERED FLAT LYING WEST OF THE ESTRELLA MOUNTAINS
 DV2113'AND NORTH OF THE SOUTHERN PACIFIC RAILROAD, 46 FEET EAST OF THE
 DV2113'CENTER OF THE SECTION ROAD ALONG THE LINE BETWEEN RANGES 1 E.
 DV2113'AND 1 W.  STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 DV2113'DISKS WELDED TO TOPS OF 3-FOOT SHANKS, SET IN CONCRETE.
 DV2113'REFERENCE MARK NO. 1 IS ABOUT 100 FEET EAST OF THE CENTER OF THE
 DV2113'SECTION ROAD AND 21.702 METERS (71.20 FEET) FROM STATION
 DV2113'S 36 DEG 51 MIN E.  REFERENCE MARK NO. 2 IS 25 FEET
 DV2113'EAST OF THE CENTER OF THE SECTION ROAD, 13.043 METERS
 DV2113'(42.79 FEET) FROM STATION S 30 DEG 06 MIN W.   T. 3
 DV2113'S., R. 1 W., SEC. 12, SOUTHEAST CORNER IS 27.952 METERS
 DV2113'(91.71 FEET) FROM STATION S 24 DEG 45 MIN W.
 DV2113'THE AZIMUTH MARK, A STANDARD BRONZE DISK IS 25
 DV2113'FEET NORTH OF THE CENTER OF THE DIM SECTION LINE ROAD
 DV2113'BETWEEN SECTIONS 12 AND 13, T. 3 S., R. 1 W., ABOUT 300
 DV2113'YARDS SOUTH OF AN ABANDONED SHACK, 100 FEET WEST OF A
 DV2113'DIM TRAIL LEADING NORTH, AND 0.35 MILE FROM STATION
 DV2113'S 88 DEG 00 MIN W.
 DV2113
 DV2113                          STATION RECOVERY (1968)
 DV2113
 DV2113'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DV2113'STA. AND R.M.S RECOVERED IN GOOD CONDITION.
 DV2113'
 DV2113'AZ MK FOUND IN GOOD CONDITION BUT LINE OF SIGHT BETWEEN STA.
 DV2113'AND AZ MK OBSTRUCTED BY TREES.
 DV2113'
 DV2113'DIST. AND DIRECTION TO R.M.S MEASURED.
 DV2113
 DV2113                          STATION RECOVERY (1989)
 DV2113
 DV2113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DM)
 DV2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1097 ***********************************************************************
 CY1097  DESIGNATION -  SEEL RESET
 CY1097  PID         -  CY1097
 CY1097  STATE/COUNTY-  AZ/GRAHAM
 CY1097  USGS QUAD   -  WHITLOCK MTS NE (1966)
 CY1097
 CY1097                         *CURRENT SURVEY CONTROL
 CY1097  ___________________________________________________________________
 CY1097* NAD 83(1992)-  32 39 05.70384(N)    109 20 04.95721(W)     ADJUSTED  
 CY1097* NAVD 88     -      1130.99   (+/-2cm)    3710.6    (feet)  VERTCON   
 CY1097  ___________________________________________________________________
 CY1097  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CY1097  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CY1097  HORZ ORDER  -  FIRST
 CY1097  VERT ORDER  -  THIRD ? (See Below)
 CY1097
 CY1097.The horizontal coordinates were established by classical geodetic methods
 CY1097.and adjusted by the National Geodetic Survey in August 1993.
 CY1097
 CY1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1097.The vertical order pertains to the NGVD 29 superseded value.
 CY1097
 CY1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1097
 CY1097.The geoid height was determined by GEOID03.
 CY1097
 CY1097;                    North         East     Units Scale Factor Converg.
 CY1097;SPC AZ E     -   183,421.369   291,406.488   MT  0.99997509   +0 26 56.0
 CY1097;SPC AZ E     -   601,776.15    956,058.03   iFT  0.99997509   +0 26 56.0
 CY1097;UTM  12      - 3,613,887.415   656,182.232   MT  0.99990079   +0 53 55.2
 CY1097
 CY1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1097!SPC AZ E     -   0.99982661  x   0.99997509  =   0.99980170
 CY1097!UTM  12      -   0.99982661  x   0.99990079  =   0.99972742
 CY1097
 CY1097:                Primary Azimuth Mark                     Grid Az
 CY1097:SPC AZ E     -  TARGET ABOUT 4 MI NE OF SEEL             048 38 56.7
 CY1097:UTM  12      -  TARGET ABOUT 4 MI NE OF SEEL             048 11 57.5
 CY1097
 CY1097|---------------------------------------------------------------------|
 CY1097| PID    Reference Object                     Distance      Geod. Az  |
 CY1097|                                                           dddmmss.s |
 CY1097| CY1096 TARGET ABOUT 4 MI NE OF SEEL        APPROX. 6.3 KM 0490552.7 |
 CY1097| CC8223 SEEL RM 1                            77.540 METERS 09420     |
 CY1097| CY1098 SEEL WM WINDMILL EAST                89.299 METERS 09827     |
 CY1097| CC8222 SEEL AZ MK                                         2992607.3 |
 CY1097| CC8224 SEEL RM 2                             9.215 METERS 30145     |
 CY1097|---------------------------------------------------------------------|
 CY1097
 CY1097                          SUPERSEDED SURVEY CONTROL
 CY1097
 CY1097  NAD 83(1986)-  32 39 05.69882(N)    109 20 04.95405(W) AD(       ) 1
 CY1097  NAD 27      -  32 39 05.44600(N)    109 20 02.71700(W) AD(       ) 1
 CY1097  NGVD 29 (07/19/86) 1130.31   (m)         3708.4    (f) LEVELING    3  
 CY1097
 CY1097.Superseded values are not recommended for survey control.
 CY1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1097.See file dsdata.txt to determine how the superseded data were derived.
 CY1097
 CY1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5618213887(NAD 83)
 CY1097_MARKER: DS = TRIANGULATION STATION DISK
 CY1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1097_STAMPING: SEEL RESET 1963 3709
 CY1097_MARK LOGO: CGS   
 CY1097
 CY1097  HISTORY     - Date     Condition        Report By
 CY1097  HISTORY     - 1945     MONUMENTED       CGS
 CY1097  HISTORY     - 1965     SEE DESCRIPTION  USGS
 CY1097
 CY1097                          STATION DESCRIPTION
 CY1097
 CY1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1097'STATION IS LOCATED ABOUT 20 MILES (AIR LINE) SE OF SOLOMONSVILLE
 CY1097'AND 14 MILES WSW OF DUNCAN.  IT IS AT THE SEELEY RANCH IN THE
 CY1097'WHITLOCK VALLEY.
 CY1097'
 CY1097'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY1097'GO ESE ON U.S. HIGHWAY 70 FOR 15.9 MILES TO A SIGN DUNCAN 20.
 CY1097'CONTINUE ON U.S. HIGHWAY 70 FOR 1.9 MILES TO A GRADED ROAD
 CY1097'TURNING OFF TO THE RIGHT.  TURN RIGHT AND GO 2.7 MILES TO A
 CY1097'FORK.  TAKE THE LEFT FORK AND GO 4.4 MILES TO A FORK.  TAKE
 CY1097'THE RIGHT FORK AND GO 0.5 MILE TO THE TANK AND WINDMILL AT
 CY1097'THE SEELEY RANCH.  GO W 0.05 MILE TO A GATE AT A FENCE CORNER
 CY1097'AND STATION.
 CY1097'
 CY1097'STATION IS 293 FEET W OF THE WINDMILL AT THE SEELEY RANCH,
 CY1097'52-3/4 FEET NNE OF THE FENCE CORNER NEAR THE GATE, 24-1/2 FEET
 CY1097'NE OF A 4 INCH SQUARE WHITE WITNESS POST, AND 23-1/2 FEET
 CY1097'ENE OF A FENCE RUNNING N AND S.  IT IS MARKED BY A BRONZE
 CY1097'STATION DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CY1097'3 INCHES ABOVE THE GROUND AND IS STAMPED---SEEL 1945---.  AN
 CY1097'UNDERGROUND MARK WAS SET IN CONCRETE 24 INCHES BELOW THE
 CY1097'SURFACE OF THE GROUND.
 CY1097'
 CY1097'REFERENCE MARK 1 IS E OF THE STATION AND AT ABOUT THE SAME
 CY1097'LEVEL.  IT IS 7 INCHES FROM THE SIDE OF THE METAL TANK.  IT
 CY1097'IS A BRONZE REFERENCE DISK SET IN THE CONCRETE BASE OF A
 CY1097'ROUND STEEL TANK AND IS STAMPED---SEEL NO 1 1945---.  THE MARK
 CY1097'IS ABOUT 1 FOOT ABOVE THE GROUND.
 CY1097'
 CY1097'REFERENCE MARK 2 IS NNW OF THE STATION AND AT ABOUT THE
 CY1097'SAME LEVEL.  IT IS 1-1/2 FEET ENE OF THE N-S FENCE.  IT IS
 CY1097'A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST WHICH
 CY1097'PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED---SEEL NO 2
 CY1097'1945---.
 CY1097'
 CY1097'AZIMUTH MARK IS 0.4 MILE NNW OF THE STATION, 2 FEET S OF A
 CY1097'4 INCH SQUARE WHITE WITNESS POST WHICH IS SET IN AN E-W
 CY1097'FENCE.  IT IS A BRONZE AZIMUTH DISK SET IN A CONCRETE CYLINDER
 CY1097'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 CY1097'STAMPED---SEEL 1945---.
 CY1097'
 CY1097'A METAL WINDMILL IS 293 FEET E OF THE STATION.  IT IS 30
 CY1097'FEET HIGH WITH WHEEL WHICH IS 15 FEET IN DIAMETER.  IT IS
 CY1097'10 FEET SSE OF THE EDGE OF THE METAL TANK.  BOTH TANK AND
 CY1097'WINDMILL ARE AT THE SEELEY RANCH.
 CY1097
 CY1097                          STATION RECOVERY (1965)
 CY1097
 CY1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY1097'SURFACE STATION MARK WAS DESTROYED.  UNDERGROUND MARK WAS
 CY1097'RECOVERED INTACT AND IN GOOD CONDITION.  NEW MARK CONSISTING OF
 CY1097'CONCRETE POST WITH TABLET WAS SET DIRECTLY OVER UNDERGROUND
 CY1097'MARK.  STAMPED---SEEL RESET 1963 3709---.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1098 ***********************************************************************
 CY1098  DESIGNATION -  SEEL WM WINDMILL EAST
 CY1098  PID         -  CY1098
 CY1098  STATE/COUNTY-  AZ/GRAHAM
 CY1098  USGS QUAD   -  WHITLOCK MTS NE (1966)
 CY1098
 CY1098                         *CURRENT SURVEY CONTROL
 CY1098  ___________________________________________________________________
 CY1098* NAD 83(1992)-  32 39 05.27760(N)    109 20 01.56788(W)     ADJUSTED  
 CY1098* NAVD 88     -              **(meters)            **(feet)            
 CY1098  ___________________________________________________________________
 CY1098  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CY1098  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CY1098  HORZ ORDER  -  THIRD
 CY1098
 CY1098.The horizontal coordinates were established by classical geodetic methods
 CY1098.and adjusted by the National Geodetic Survey in August 1993.
 CY1098
 CY1098
 CY1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1098
 CY1098.The geoid height was determined by GEOID03.
 CY1098
 CY1098;                    North         East     Units Scale Factor Converg.
 CY1098;SPC AZ E     -   183,408.932   291,494.915   MT  0.99997526   +0 26 57.8
 CY1098;SPC AZ E     -   601,735.34    956,348.15   iFT  0.99997526   +0 26 57.8
 CY1098;UTM  12      - 3,613,875.673   656,270.747   MT  0.99990113   +0 53 57.0
 CY1098
 CY1098                          SUPERSEDED SURVEY CONTROL
 CY1098
 CY1098  NAD 83(1986)-  32 39 05.27256(N)    109 20 01.56471(W) AD(       ) 4
 CY1098  NAD 27      -  32 39 05.02000(N)    109 19 59.32800(W) AD(       ) 3
 CY1098
 CY1098.Superseded values are not recommended for survey control.
 CY1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1098.See file dsdata.txt to determine how the superseded data were derived.
 CY1098
 CY1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5627113876(NAD 83)
 CY1098_MARKER: 66 = WINDMILL
 CY1098_MARK LOGO: NONE  
 CY1098
 CY1098  HISTORY     - Date     Condition        Report By
 CY1098  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1098
 CY1098                          STATION DESCRIPTION
 CY1098
 CY1098'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0779 ***********************************************************************
 DT0779  DESIGNATION -  SEEP
 DT0779  PID         -  DT0779
 DT0779  STATE/COUNTY-  AZ/GRAHAM
 DT0779  USGS QUAD   -  MARKHAM CREEK (1989)
 DT0779
 DT0779                         *CURRENT SURVEY CONTROL
 DT0779  ___________________________________________________________________
 DT0779* NAD 83(1992)-  33 03 52.03271(N)    109 50 05.68652(W)     ADJUSTED  
 DT0779* NAVD 88     -      1584.1    (meters)    5197.     (feet)  VERTCON   
 DT0779  ___________________________________________________________________
 DT0779  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 DT0779  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DT0779  HORZ ORDER  -  FIRST
 DT0779
 DT0779.The horizontal coordinates were established by classical geodetic methods
 DT0779.and adjusted by the National Geodetic Survey in August 1993.
 DT0779
 DT0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0779
 DT0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0779
 DT0779.The geoid height was determined by GEOID03.
 DT0779
 DT0779;                    North         East     Units Scale Factor Converg.
 DT0779;SPC AZ E     -   228,947.979   244,337.865   MT  0.99991183   +0 10 51.6
 DT0779;SPC AZ E     -   751,141.66    801,633.42   iFT  0.99991183   +0 10 51.6
 DT0779;UTM  12      - 3,659,035.666   608,761.435   MT  0.99974585   +0 38 08.6
 DT0779
 DT0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0779!SPC AZ E     -   0.99975551  x   0.99991183  =   0.99966736
 DT0779!UTM  12      -   0.99975551  x   0.99974585  =   0.99950142
 DT0779
 DT0779|---------------------------------------------------------------------|
 DT0779| PID    Reference Object                     Distance      Geod. Az  |
 DT0779|                                                           dddmmss.s |
 DT0779| CD3610 SEEP RM 1                             7.384 METERS 06953     |
 DT0779| CY1222 WEBBER PEAK TARGET                  APPROX.23.3 KM 1240004.4 |
 DT0779| CY1243 THATCHER CHURCH STEEPLE             APPROX.25.2 KM 1635355.5 |
 DT0779| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.46.0 KM 1813955.5 |
 DT0779| CD3609 SEEP AZ MK                                         1862836.7 |
 DT0779| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.40.0 KM 1915251.5 |
 DT0779| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.41.0 KM 2074641.5 |
 DT0779| DT0780 PEAK TARGET 5 1/2 MI NW SEEP        APPROX. 8.9 KM 3182140.5 |
 DT0779| CD3611 SEEP RM 2                             7.392 METERS 35012     |
 DT0779|---------------------------------------------------------------------|
 DT0779
 DT0779                          SUPERSEDED SURVEY CONTROL
 DT0779
 DT0779  NAD 83(1986)-  33 03 52.02704(N)    109 50 05.68641(W) AD(       ) 1
 DT0779  NAD 27      -  33 03 51.81700(N)    109 50 03.38900(W) AD(       ) 1
 DT0779  NGVD 29 (07/19/86) 1583.4    (m)         5195.     (f) VERT ANG    3  
 DT0779
 DT0779.Superseded values are not recommended for survey control.
 DT0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0779.See file dsdata.txt to determine how the superseded data were derived.
 DT0779
 DT0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0876159036(NAD 83)
 DT0779_MARKER: DS = TRIANGULATION STATION DISK
 DT0779_SETTING: 66 = SET IN ROCK OUTCROP
 DT0779_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DT0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0779+STABILITY: POSITION/ELEVATION WELL
 DT0779
 DT0779  HISTORY     - Date     Condition        Report By
 DT0779  HISTORY     - 1945     MONUMENTED       CGS
 DT0779  HISTORY     - 1985     GOOD             AZDT
 DT0779
 DT0779                          STATION DESCRIPTION
 DT0779
 DT0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0779'STATION IS LOCATED BY APPROXIMATE AIR LINE DISTANCES--12 MILES
 DT0779'N OF PIMA.  8 MILES E OF FORT THOMAS.  AND 3 MILES SW OF
 DT0779'SEEPAGE SPRINGS.  IT IS ON A HIGH TABLE TOP MOUNTAIN IN THE
 DT0779'GILA RANGE AND HAS TWO FLAT TOPS WITH A SADDLE BETWEEN AND
 DT0779'THE STATION IS ON THE W ONE WHICH IS YELLOW IN COLOR.  THERE
 DT0779'IS A PROMINENT CONE-SHAPED HILL WITH YELLOW ROCKY KNOB ABOUT
 DT0779'1 MILE SW OF THE STATION AND LOWER.
 DT0779'
 DT0779'TO REACH THE STATION FROM THE HIGH SCHOOL IN PIMA, GO N ON
 DT0779'U.S. HIGHWAY 70 FOR 0.4 MILE TO WHERE U.S. HIGHWAY 70 TURNS
 DT0779'W AND INDIAN HOT SPRINGS MACADAM ROAD CONTINUES N.  KEEP N
 DT0779'ON THE MACADAM ROAD FOR 8.1 MILES TO THE W END OF THE VILLAGE
 DT0779'OF EDEN AND END OF MACADAM ROAD.  TURN N ON WIDE GRAVEL ROAD
 DT0779'AND GO 2.0 MILES TO A LEFT TURN JUST AFTER CROSSING A CATTLE
 DT0779'GUARD.  TURN LEFT AND GO 2.2 MILES TO A GATE AND A CEMENT HOUSE
 DT0779'ON THE RIGHT.  TURN RIGHT THROUGH THE GATE PASSING TO THE
 DT0779'RIGHT OF THE HOUSE AND HEADING FOR THE LEFT END OF A FENCE
 DT0779'CORRAL.  FOLLOW TRACK ROAD 0.9 MILE TO SMALL WHITE HOUSE AND
 DT0779'GATE.  PASS THROUGH GATE AND CONTINUE 0.6 MILE TO ANOTHER
 DT0779'GATE AND TWO BUILDINGS BEYOND.  PASS THROUGH GATE, TURN RIGHT
 DT0779'BEFORE REACHING BUILDINGS, CROSS WASH, FOLLOW ROAD LEFT
 DT0779'OUT OF WASH AND CONTINUE ON ROAD ALONG RIDGE FOR 0.8 MILE
 DT0779'TO ANOTHER WASH.  TURN RIGHT IN WASH FOR 0.15 MILE, THENCE LEFT
 DT0779'OUT OF WASH ON TRACK ROAD FOR 1.15 MILES TO A FORK.  KEEP
 DT0779'LEFT FORK AND CONTINUE FOR 3.9 MILES TO THE END OF TRUCK
 DT0779'TRAVEL.  LAST MILE OF ROAD IS DIM BUT CAN BE FOLLOWED.
 DT0779'FROM HERE PACK E ACROSS WASH, N UP RIDGE TO HEAD OF WASH,
 DT0779'THEN UP THE STEEP SIDE OF MOUNTAIN TO SADDLE, THENCE W TO
 DT0779'THE TOP AND THE STATION.  A PACK OF ABOUT 1-1/2 HOURS.
 DT0779'
 DT0779'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 DT0779'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED SEEP
 DT0779'1945.  IT IS LOCATED ABOUT 200 FEET W OF THE HIGHEST PART
 DT0779'OF THE HILL AND ABOUT 10 FEET N OF THE S EDGE OF THE RIM ROCK.
 DT0779'
 DT0779'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 DT0779'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS
 DT0779'STAMPED SEEP NO 1 1945.  IT IS ENE OF THE STATION AND ABOUT
 DT0779'1 FOOT HIGHER.
 DT0779'
 DT0779'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 DT0779'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 1 FOOT AND IS
 DT0779'STAMPED SEEP NO 2 1945.  IT IS N OF THE STATION AND ON ABOUT
 DT0779'THE SAME LEVEL.
 DT0779'
 DT0779'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 DT0779'OUTCROPPING BEDROCK PROJECTING ABOUT 2-1/2 FEET ABOVE THE
 DT0779'GROUND AND IS STAMPED SEEP 1945.  IT IS S OF THE STATION ON
 DT0779'THE HIGHEST POINT OF A ROCKY KNOLL NEAR THE BASE OF THE MOUNTAIN.
 DT0779'IT IS ABOUT 15 FEET NE OF A 4-FOOT ROCK CAIRN.
 DT0779
 DT0779                          STATION RECOVERY (1985)
 DT0779
 DT0779'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DT0779'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DT0779'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0738 ***********************************************************************
 DT0738  DESIGNATION -  SEEP SP
 DT0738  PID         -  DT0738
 DT0738  STATE/COUNTY-  AZ/GREENLEE
 DT0738  USGS QUAD   -  FRITZ CANYON (1967)
 DT0738
 DT0738                         *CURRENT SURVEY CONTROL
 DT0738  ___________________________________________________________________
 DT0738* NAD 83(1992)-  33 15 00.23028(N)    109 07 47.67765(W)     ADJUSTED  
 DT0738* NAVD 88     -      1876.2    (meters)    6155.     (feet)  VERTCON   
 DT0738  ___________________________________________________________________
 DT0738  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DT0738  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DT0738  HORZ ORDER  -  SECOND
 DT0738
 DT0738.The horizontal coordinates were established by classical geodetic methods
 DT0738.and adjusted by the National Geodetic Survey in August 1993.
 DT0738
 DT0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0738
 DT0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0738
 DT0738.The geoid height was determined by GEOID03.
 DT0738
 DT0738;                    North         East     Units Scale Factor Converg.
 DT0738;SPC AZ E     -   249,961.796   309,966.421   MT  1.00001503   +0 34 06.6
 DT0738;SPC AZ E     -   820,084.63  1,016,950.20   iFT  1.00001503   +0 34 06.6
 DT0738;SPC NM W     -   250,236.319   709,179.587   MT  1.00009659   -0 42 39.6
 DT0738;SPC NM W     -   820,983.66  2,326,700.03   sFT  1.00009659   -0 42 39.6
 DT0738;UTM  12      - 3,680,568.808   674,213.937   MT  0.99997421   +1 01 32.2
 DT0738
 DT0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0738!SPC AZ E     -   0.99970939  x   1.00001503  =   0.99972441
 DT0738!SPC NM W     -   0.99970939  x   1.00009659  =   0.99980595
 DT0738!UTM  12      -   0.99970939  x   0.99997421  =   0.99968360
 DT0738
 DT0738|---------------------------------------------------------------------|
 DT0738| PID    Reference Object                     Distance      Geod. Az  |
 DT0738|                                                           dddmmss.s |
 DT0738| CD3612 SEEP SP RM 1                          3.733 METERS 26638     |
 DT0738| DT0766 ROSE                                APPROX.30.7 KM 3130219.3 |
 DT0738| CD3613 SEEP SP RM 2                          6.240 METERS 34106     |
 DT0738|---------------------------------------------------------------------|
 DT0738
 DT0738                          SUPERSEDED SURVEY CONTROL
 DT0738
 DT0738  NAD 83(1986)-  33 15 00.22737(N)    109 07 47.67673(W) AD(       ) 2
 DT0738  NAD 27      -  33 15 00.00296(N)    109 07 45.42613(W) AD(       ) 2
 DT0738  NGVD 29 (07/19/86) 1875.4    (m)         6153.     (f) VERT ANG    3  
 DT0738
 DT0738.Superseded values are not recommended for survey control.
 DT0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0738.See file dsdata.txt to determine how the superseded data were derived.
 DT0738
 DT0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB7421480569(NAD 83)
 DT0738_MARKER: DD = SURVEY DISK
 DT0738_SETTING: 66 = SET IN ROCK OUTCROP
 DT0738
 DT0738  HISTORY     - Date     Condition        Report By
 DT0738  HISTORY     - 1967     MONUMENTED       USGS
 DT0738
 DT0738                          STATION DESCRIPTION
 DT0738
 DT0738'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJH)
 DT0738'LOCATED 3.5 MI. E. OF THE BLUE RIVER.  2.2 MI. N. OF SAN
 DT0738'FRANCISCO RIVER.  AND 4.9 MI. W. OF ARIZONA-NEW MEXICO STATE
 DT0738'LINE.
 DT0738'
 DT0738'REACHED BY HELICOPTER.
 DT0738'
 DT0738'TO REACH FROM CLIFTON, GO N. ON U.S. HIGHWAY 666 (CORONADO
 DT0738'TRAIL) 24.7 MI. TO THE JUNCTION OF THE JUAN MILLER RD.  TURN
 DT0738'RIGHT ON JUAN MILLER RD. FOR 19.7 MI. TO STACY RANCH.  FOLLOW
 DT0738'JEEP RD. FOR 1.8 MI. TO RD. FORKS.  TAKE RIGHT FORK FOR 1.6 MI.
 DT0738'TO RD. FORK.  TAKE LEFT FORK FOR 1.1 MI. TO RD. FORK.  TAKE
 DT0738'RIGHT FORK 0.2 MI. TO SADDLE.  TURN LEFT UP RIDGE FOR 1.1 MI.,
 DT0738'END OF TRUCK TRAVEL.  PACK THROUGH SADDLE IN EASTERLY DIRECTION
 DT0738'TO TOP OF RIDGE.  THEN FOLLOW RIDGE S. TO STATION.  ABOUT A
 DT0738'45-MINUTE PACK.
 DT0738'
 DT0738'STATION MARK--STANDARD TABLET STAMPED SEEP SP 1961 SET IN ROCK.
 DT0738'
 DT0738'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER STAMPED NO 1
 DT0738'SET IN ROCK.
 DT0738'
 DT0738'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER STAMPED NO 2
 DT0738'SET IN ROCK.
 DT0738'
 DT0738'REFERENCE MARK NO. 3--STANDARD REFERENCE MARK TABLET STAMPED
 DT0738'NO 3 1961 SET IN ROCK, 52.7 FEET FROM STATION S 43 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0407 ***********************************************************************
 GR0407  DESIGNATION -  SEISMOGRAPH
 GR0407  PID         -  GR0407
 GR0407  STATE/COUNTY-  AZ/MOHAVE
 GR0407  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0407
 GR0407                         *CURRENT SURVEY CONTROL
 GR0407  ___________________________________________________________________
 GR0407* NAD 83(1992)-  36 07 14.39595(N)    114 00 19.19723(W)     ADJUSTED  
 GR0407* NAVD 88     -       421.104  (meters)    1381.57   (feet)  POSTED    
 GR0407  ___________________________________________________________________
 GR0407  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 GR0407  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR0407  DYNAMIC HT  -         420.680 (meters)    1380.18  (feet)  COMP
 GR0407  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 GR0407
 GR0407  HORZ ORDER  -  THIRD
 GR0407  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0407
 GR0407.The horizontal coordinates were established by classical geodetic methods
 GR0407.and adjusted by the National Geodetic Survey in August 1993.
 GR0407
 GR0407.The orthometric height was determined by differential leveling
 GR0407.and adjusted by the  in 1992.
 GR0407.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0407.was located on a no-check spur therefore a value was not computed.
 GR0407.No vertical observational check was made to the station.
 GR0407
 GR0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0407
 GR0407.The geoid height was determined by GEOID03.
 GR0407
 GR0407.The dynamic height is computed by dividing the NAVD 88
 GR0407.geopotential number by the normal gravity value computed on the
 GR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0407.degrees latitude (g = 980.6199 gals.).
 GR0407
 GR0407.The modeled gravity was interpolated from observed gravity values.
 GR0407
 GR0407;                    North         East     Units Scale Factor Converg.
 GR0407;SPC AZ W     -   567,949.737   190,374.906   MT  0.99993984   -0 09 01.9
 GR0407;SPC AZ W     - 1,863,352.16    624,589.59   iFT  0.99993984   -0 09 01.9
 GR0407;UTM  11      - 4,001,486.529   769,528.236   MT  1.00049520   +1 45 59.0
 GR0407;UTM  12      - 4,001,516.192   229,511.604   MT  1.00050159   -1 46 21.7
 GR0407
 GR0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0407!SPC AZ W     -   0.99993814  x   0.99993984  =   0.99987799
 GR0407!UTM  11      -   0.99993814  x   1.00049520  =   1.00043331
 GR0407!UTM  12      -   0.99993814  x   1.00050159  =   1.00043970
 GR0407
 GR0407|---------------------------------------------------------------------|
 GR0407| PID    Reference Object                     Distance      Geod. Az  |
 GR0407|                                                           dddmmss.s |
 GR0407| CC6451 SEISMOGRAPH RM 1                      4.202 METERS 05245     |
 GR0407| CC6452 SEISMOGRAPH RM 2                      3.388 METERS 08448     |
 GR0407| GR0381 AIRPORT                             APPROX. 4.3 KM 2342740.9 |
 GR0407|---------------------------------------------------------------------|
 GR0407
 GR0407                          SUPERSEDED SURVEY CONTROL
 GR0407
 GR0407  NAD 83(1986)-  36 07 14.39086(N)    114 00 19.19039(W) AD(       ) 3
 GR0407  NAD 27      -  36 07 14.45500(N)    114 00 16.33800(W) AD(       ) 3
 GR0407  NGVD 29 (??/??/92)  420.424  (m)         1379.34   (f) ADJ UNCH    1 1
 GR0407
 GR0407.Superseded values are not recommended for survey control.
 GR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0407.See file dsdata.txt to determine how the superseded data were derived.
 GR0407
 GR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6952801487(NAD 83)
 GR0407_MARKER: B = BOLT
 GR0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0407+STABILITY: SURFACE MOTION
 GR0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0407+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 GR0407
 GR0407  HISTORY     - Date     Condition        Report By
 GR0407  HISTORY     - 1945     MONUMENTED       CGS
 GR0407  HISTORY     - 1950     GOOD             NGS
 GR0407  HISTORY     - 1951     GOOD             USGS
 GR0407  HISTORY     - 1968     GOOD             AZHD
 GR0407  HISTORY     - 20071110 GOOD             GEOCAC
 GR0407
 GR0407                          STATION DESCRIPTION
 GR0407
 GR0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (OSR)
 GR0407'STATION IS THE APPROXIMATE CENTER OF THE SEISMOGRAPH LOCATED
 GR0407'AT PIERCES FERRY, ARIZONA.  STATION MARK IS SET ON TOP OF
 GR0407'THE EARTH MOUND WHICH COVERS THE SEISMOGRAPH VAULT, AND IS
 GR0407'ABOUT 11 FEET W OF THE CONCRETE PORTION OF THE VAULT WHICH
 GR0407'IS NOT COVERED.  IT IS MARKED BY A 1 INCH SQUARE IRON BOLT
 GR0407'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES IN
 GR0407'DIAMETER AND PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 GR0407'
 GR0407'R.M. NO. 1 IS 4.202 METERS (13.79 FEET) NE OF THE STATION.
 GR0407'IT IS THE CENTER OF THE NAIL HOLE IN THE WOOD PLUG WHICH IS
 GR0407'SET IN THE DRILL HOLE ON THE NW CORNER OF THE TOP OF THE
 GR0407'CONCRETE PARAPET WALL OF THE SEISMOGRAPH BUILDING.
 GR0407'
 GR0407'R.M. NO. 2 IS 3.388 METERS (11.12 FEET) EASTERLY OF STATION.
 GR0407'IT IS THE CENTER OF THE AERIAL CONDUIT PIPE WHICH IS ON THE
 GR0407'TOP OF THE W PARAPET WALL OF THE SEISMOGRAPH BUILDING AND
 GR0407'NEAR THE SW CORNER.
 GR0407
 GR0407                          STATION RECOVERY (1950)
 GR0407
 GR0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0407'0.8 MI NW FROM PIERCES FERRY.
 GR0407'0.2 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0407'STATION AT PIERCES FERRY, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD,
 GR0407'THENCE 0.3 MILE NORTHWEST ALONG A DIRT ROAD, ON THE TOP OF THE GRAVEL
 GR0407'BACK-FILL OVER THE VAULT FOR THE SEISMOGRAPH, 30.3 FEET NORTHEAST OF
 GR0407'THE SOUTHWEST CORNER OF A STEEL FENCE AROUND A CONCRETE INSTRUMENT
 GR0407'BUILDING, 10.8 FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND
 GR0407'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 GR0407
 GR0407                          STATION RECOVERY (1951)
 GR0407
 GR0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR0407'RECOVERED IN GOOD CONDITION.
 GR0407
 GR0407                          STATION RECOVERY (1968)
 GR0407
 GR0407'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 GR0407'GENERAL LOCATION THE STATION AND REFERENCE MARKS WERE
 GR0407'RECOVERED, AS DESCRIBED, IN FAIR CONDITION.  AN ADDITION
 GR0407'TO THE DESCRIPTION MIGHT STATE THAT THERE ARE TWO CONCRETE
 GR0407'BUILDINGS (ABANDONED) OF ABOUT 10 FT X 10 FT X 10 FT.  THEY ARE
 GR0407'APPROXIMATELY 600 FEET APART, WITH THE NORTH WEST BUILDING
 GR0407'BEING WHERE THE STATION IS.
 GR0407
 GR0407                          STATION RECOVERY (2007)
 GR0407
 GR0407'RECOVERY NOTE BY GEOCACHING 2007 (ML)
 GR0407'WOODEN PLUG IS NO LONGER IN THE BOLT HOLE FOR RM 1.  NORMAL SPELLING
 GR0407'FOR THIS GENERAL AREA IS 'PEARCE' FROM THE NAME OF THE ORIGINAL FERRY
 GR0407'OPERATOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0312 ***********************************************************************
 GP0312  DESIGNATION -  SEISMOLOGY
 GP0312  PID         -  GP0312
 GP0312  STATE/COUNTY-  AZ/COCONINO
 GP0312  USGS QUAD   -  FERRY SWALE (1985)
 GP0312
 GP0312                         *CURRENT SURVEY CONTROL
 GP0312  ___________________________________________________________________
 GP0312* NAD 83(1986)-  36 58 27.     (N)    111 35 39.     (W)     SCALED    
 GP0312* NAVD 88     -      1338.953  (meters)    4392.88   (feet)  ADJUSTED  
 GP0312  ___________________________________________________________________
 GP0312  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 GP0312  DYNAMIC HT  -        1337.430 (meters)    4387.88  (feet)  COMP
 GP0312  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 GP0312
 GP0312  VERT ORDER  -  FIRST     CLASS II
 GP0312
 GP0312.The horizontal coordinates were scaled from a topographic map and have
 GP0312.an estimated accuracy of +/- 6 seconds.
 GP0312
 GP0312.The orthometric height was determined by differential leveling
 GP0312.and adjusted in June 1991.
 GP0312
 GP0312.The geoid height was determined by GEOID03.
 GP0312
 GP0312.The dynamic height is computed by dividing the NAVD 88
 GP0312.geopotential number by the normal gravity value computed on the
 GP0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0312.degrees latitude (g = 980.6199 gals.).
 GP0312
 GP0312.The modeled gravity was interpolated from observed gravity values.
 GP0312
 GP0312;                    North         East    Units  Estimated Accuracy
 GP0312;SPC AZ C     -   662,650.      242,070.      MT  (+/- 180 meters Scaled)
 GP0312
 GP0312                          SUPERSEDED SURVEY CONTROL
 GP0312
 GP0312  NGVD 29 (??/??/92) 1338.037  (m)         4389.88   (f) ADJ UNCH    1 2
 GP0312
 GP0312.Superseded values are not recommended for survey control.
 GP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0312.See file dsdata.txt to determine how the superseded data were derived.
 GP0312
 GP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF471921(NAD 83)
 GP0312_MARKER: Z = SEE DESCRIPTION
 GP0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0312_SP_SET: STEP
 GP0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0312
 GP0312  HISTORY     - Date     Condition        Report By
 GP0312  HISTORY     - UNK      MONUMENTED       BOR
 GP0312  HISTORY     - 1962     GOOD             NGS
 GP0312
 GP0312                          STATION DESCRIPTION
 GP0312
 GP0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0312'8.5 MI NW FROM PAGE.
 GP0312'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0312'END OF THE GLEN CANYON BRIDGE AT PAGE.  THENCE 0.75 MILE
 GP0312'WEST-NORTHWEST ALONG A PAVED ROAD.  THENCE 2.0 MILES SOUTHWEST ALONG A
 GP0312'TRACK ROAD LEADING TO A BUREAU OF RECLAMATION SEISMOLOGY STATION. AT
 GP0312'THE SEISMOLOGY STATION, A SQUARE PAINTED IN WHITE PAINT ON THE
 GP0312'NORTHWEST CORNER OF THE CONCRETE STEP AT THE ENTRANCE TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0902 ***********************************************************************
 FR0902  DESIGNATION -  SELI
 FR0902  PID         -  FR0902
 FR0902  STATE/COUNTY-  AZ/YAVAPAI
 FR0902  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0902
 FR0902                         *CURRENT SURVEY CONTROL
 FR0902  ___________________________________________________________________
 FR0902* NAD 83(1992)-  35 20 39.60168(N)    112 57 00.00862(W)     ADJUSTED  
 FR0902* NAVD 88     -      2275.     (meters)    7464.     (feet)  SCALED    
 FR0902  ___________________________________________________________________
 FR0902  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FR0902  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0902  HORZ ORDER  -  THIRD
 FR0902
 FR0902.The horizontal coordinates were established by classical geodetic methods
 FR0902.and adjusted by the National Geodetic Survey in June 1998.
 FR0902
 FR0902.The orthometric height was scaled from a topographic map.
 FR0902
 FR0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0902
 FR0902.The geoid height was determined by GEOID03.
 FR0902
 FR0902;                    North         East     Units Scale Factor Converg.
 FR0902;SPC AZ C     -   482,262.078   119,433.239   MT  1.00000869   -0 35 52.1
 FR0902;SPC AZ C     - 1,582,224.67    391,841.34   iFT  1.00000869   -0 35 52.1
 FR0902;UTM  12      - 3,912,974.274   322,796.279   MT  0.99998699   -1 07 42.1
 FR0902
 FR0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0902!SPC AZ C     -   0.99964704  x   1.00000869  =   0.99965573
 FR0902!UTM  12      -   0.99964704  x   0.99998699  =   0.99963404
 FR0902
 FR0902                          SUPERSEDED SURVEY CONTROL
 FR0902
 FR0902  NAD 83(1992)-  35 20 39.60168(N)    112 57 00.00862(W) AD(       ) 3
 FR0902  NAD 83(1986)-  35 20 39.59980(N)    112 57 00.01834(W) AD(       ) 3
 FR0902  NAD 27      -  35 20 39.60400(N)    112 56 57.29400(W) AD(       ) 3
 FR0902
 FR0902.Superseded values are not recommended for survey control.
 FR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0902.See file dsdata.txt to determine how the superseded data were derived.
 FR0902
 FR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2279612974(NAD 83)
 FR0902_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0902_SETTING: 66 = SET IN ROCK OUTCROP
 FR0902_SP_SET: SET IN BEDROCK
 FR0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0902+STABILITY: POSITION/ELEVATION WELL
 FR0902
 FR0902  HISTORY     - Date     Condition        Report By
 FR0902  HISTORY     - 1955     MONUMENTED       CGS
 FR0902
 FR0902                          STATION DESCRIPTION
 FR0902
 FR0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0902'TO REACH FROM THE MAIN INTERSECTION OF SELIGMAN, GO W ON U.S.
 FR0902'HIGHWAY 66 FOR 3.8 MI. TO A TRACK ROAD AT THE BASE OF THE CLIFFS,
 FR0902'TURN RIGHT ON THE TRACK ROAD AND GO 0.65 MI. TO THE END OF THE
 FR0902'ROAD.  GO ACROSS COUNTRY PASSING A ROCK QUARRY TO THE LEFT.
 FR0902'BEAR LEFT UP A RIDGE FOR ABOUT 500 FT. TO A ROAD CROSSING THE
 FR0902'CLIFFS.  TURN LEFT AND FOLLOW THE ROAD UP THE CLIFFS OT THE
 FR0902'CREST OF THE RIDGE AND THE END OF TRUCK TRAVEL.  PACK RIGHT UP
 FR0902'THE SLOPE TO THE FIRST CREST AND THE STATION.  THERE IS A
 FR0902'HIGHER PEAK ON UP THE RIDGE.  THE MARK IS A STANDARD
 FR0902'TOPOGRAPHIC DISK, CEMENTED IN A CREVICE IN A ROCK, AND STAMPED
 FR0902'SELI 1955.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0903 ***********************************************************************
 FR0903  DESIGNATION -  SELIGMAN
 FR0903  PID         -  FR0903
 FR0903  STATE/COUNTY-  AZ/YAVAPAI
 FR0903  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0903
 FR0903                         *CURRENT SURVEY CONTROL
 FR0903  ___________________________________________________________________
 FR0903* NAD 83(1992)-  35 21 07.83936(N)    112 56 58.65173(W)     ADJUSTED  
 FR0903* NAVD 88     -      1908.     (meters)    6260.     (feet)  SCALED    
 FR0903  ___________________________________________________________________
 FR0903  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 FR0903  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FR0903  HORZ ORDER  -  SECOND
 FR0903
 FR0903.The horizontal coordinates were established by classical geodetic methods
 FR0903.and adjusted by the National Geodetic Survey in August 1993.
 FR0903
 FR0903.The orthometric height was scaled from a topographic map.
 FR0903
 FR0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0903
 FR0903.The geoid height was determined by GEOID03.
 FR0903
 FR0903;                    North         East     Units Scale Factor Converg.
 FR0903;SPC AZ C     -   483,131.927   119,476.578   MT  1.00000859   -0 35 51.8
 FR0903;SPC AZ C     - 1,585,078.50    391,983.52   iFT  1.00000859   -0 35 51.8
 FR0903;UTM  12      - 3,913,843.665   322,847.670   MT  0.99998676   -1 07 42.1
 FR0903
 FR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0903!SPC AZ C     -   0.99970459  x   1.00000859  =   0.99971317
 FR0903!UTM  12      -   0.99970459  x   0.99998676  =   0.99969135
 FR0903
 FR0903|---------------------------------------------------------------------|
 FR0903| PID    Reference Object                     Distance      Geod. Az  |
 FR0903|                                                           dddmmss.s |
 FR0903| CH3321 SELIGMAN RM 1                         6.188 METERS 08700     |
 FR0903| FR0901 SELIGMAN SANTA FE RR TANK           APPROX. 7.3 KM 1143821.2 |
 FR0903| CH3320 SELIGMAN AZ MK                                     1822752.7 |
 FR0903| FR0941 ATT TOWER 20 MI SW SELIGMAN         APPROX.20.5 KM 2222731.6 |
 FR0903| CH3322 SELIGMAN RM 2                         7.545 METERS 33332     |
 FR0903|---------------------------------------------------------------------|
 FR0903
 FR0903                          SUPERSEDED SURVEY CONTROL
 FR0903
 FR0903  NAD 83(1986)-  35 21 07.84011(N)    112 56 58.64981(W) AD(       ) 2
 FR0903  NAD 27      -  35 21 07.82140(N)    112 56 55.99280(W) AD(       ) 2
 FR0903  NGVD 29 (07/19/86) 1910.0    (m)         6266.     (f) VERT ANG    3  
 FR0903
 FR0903.Superseded values are not recommended for survey control.
 FR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0903.See file dsdata.txt to determine how the superseded data were derived.
 FR0903
 FR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2284813844(NAD 83)
 FR0903_MARKER: DE = TRAVERSE STATION DISK
 FR0903_SETTING: 66 = SET IN ROCK OUTCROP
 FR0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0903+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FR0903
 FR0903  HISTORY     - Date     Condition        Report By
 FR0903  HISTORY     - 1962     MONUMENTED       CGS
 FR0903  HISTORY     - 1968     GOOD             AMS
 FR0903  HISTORY     - 1973     GOOD             USGS
 FR0903  HISTORY     - 1986     GOOD
 FR0903
 FR0903                          STATION DESCRIPTION
 FR0903
 FR0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0903'STATION IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF SELIGMAN,
 FR0903'ABOUT 1 MILE NORTH OF U.S. HIGHWAY 66, ABOUT 1 MILE EAST OF
 FR0903'U.S. HIGHWAY 66 AND 0.05 MILE SOUTH OF A FEDERAL AVIATION
 FR0903'AGENCY BUILDING WHICH IS ON THE SOUTH END OF A LONG RIDGE.
 FR0903'
 FR0903'TO REACH FROM THE POST OFFICE IN SELIGMAN, GO SOUTH 0.05 MILE
 FR0903'TO U.S. HIGHWAY 66, TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 66
 FR0903'FOR 2.9 MILES TO A SIDE ROAD LEFT, CONTINUE WESTERLY ON U.S.
 FR0903'HIGHWAY 66 FOR 0.8 MILE TO A LOCKED GATE ON THE RIGHT, (A YELLOW
 FR0903'SIGN WITH NO. 10 IS MOUNTED ON GATE) TURN RIGHT THROUGH GATE
 FR0903'AND FOLLOW BLADED ROAD NORTH THEN WESTERLY THAT WINDS UP
 FR0903'THE SIDE OF RIDGE TO WHERE ROAD CROSSES OVER RIDGE AND
 FR0903'BLADED TRAIL SOUTH, (TO REACH THE AZIMUTH MARK FROM HERE,
 FR0903'TURN SHARP RIGHT AND GO SOUTH ALONG RIDGE FOR 0.1 MILE TO THE
 FR0903'MARK), CONTINUE NORTHEASTERLY UP RIDGE FOR 0.25 MILE TO A
 FR0903'FEDERAL AVIATION BUILDING ON THE LEFT, FROM HERE GO SOUTH
 FR0903'ALONG CENTER PART OF RIDGE FOR 0.05 MILE TO STATION ON EDGE OF
 FR0903'RIM ROCK RIDGE.
 FR0903'
 FR0903'STATION MARK, A STANDARD TRAVERSE DISK STAMPED SELIGMAN 1962,
 FR0903'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FORMATION WHICH
 FR0903'MEASURES 3 BY 3 FEET AND IS FLUSH WITH THE GROUND.  THE MARK
 FR0903'IS 54 FEET EAST OF WEST EDGE OF ROCK LEDGE, 45 FEET NORTH
 FR0903'OF SOUTH EDGE OF ROCK LEDGE, 27 FEET WEST OF TRIANGLE BLAZED
 FR0903'PINE TREE AND 9 FEET NORTH-NORTHEAST OF A WITNESS POST.
 FR0903'
 FR0903'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SELIGMAN
 FR0903'NO 1 1962, IS SET IN A DRILL HOLE IN A 5 FEET OVAL SHAPED
 FR0903'OUTCROPPING BEDROCK FORMATION WHICH IS FLUSH WITH THE GROUND
 FR0903'ON NORTH SIDE AND PROJECTS 3 FEET ON SOUTH SIDE.  THE
 FR0903'MARK IS 1 FOOT LOWER THAN STATION IN ELEVATION, 28 FEET
 FR0903'EAST-NORTHEAST OF THE WITNESS POST AND 6 FEET WEST OF A
 FR0903'TRIANGLE BLAZED PINE TREE.
 FR0903'
 FR0903'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SELIGMAN
 FR0903'NO 2 1962, IS SET IN A DRILL HOLE IN A 2 BY 3 FEET OUTCROPPING
 FR0903'BEDROCK FORMATION WHICH IS FLUSH WITH THE GROUND ON THE NORTH
 FR0903'SIDE AND PROJECTS ABOUT 4 INCHES ON THE SOUTH SIDE.  THE
 FR0903'MARK IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION, 45
 FR0903'FEET WEST-NORTHWEST OF A TRIANGLE BLAZED PINE TREE AND 29
 FR0903'FEET NORTH-NORTHWEST OF THE WITNESS POST.
 FR0903'
 FR0903'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED SELIGMAN 1962,
 FR0903'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FORMATION WHICH
 FR0903'MEASURES 3 BY 4 FEET AND PROJECTS ABOUT 5-INCHES.  THE MARK
 FR0903'IS MIDWAY BETWEEN EAST AND WEST SIDE OF SLOPE AND 4 FEET NORTH
 FR0903'OF THE WITNESS POST.
 FR0903'
 FR0903'NOTE--THE KEY TO LOCKED GATE MAY BE OBTAINED FROM SANTA FE
 FR0903'RAILROAD AT 304 PENNACHO IN SELIGMAN.
 FR0903'
 FR0903'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0903
 FR0903                          STATION RECOVERY (1968)
 FR0903
 FR0903'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JDM)
 FR0903'STATION MARK, AZIMUTH MARK AND RMS RECOVERED IN GOOD CONDITION.
 FR0903
 FR0903                          STATION RECOVERY (1973)
 FR0903
 FR0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0903'RM 1 TO RM 2 NOT MEASURED.
 FR0903'
 FR0903'INSTRUMENT STAND 4.1 FT ABOVE STATION MARK.
 FR0903'DESCRIBED IN U. S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 35 112
 FR0903'3, STATION 1010.
 FR0903'
 FR0903'ALL MARKS IN GOOD CONDITION.  AZIMUTH MARKS NOT SEARCHED FOR.
 FR0903
 FR0903                          STATION RECOVERY (1986)
 FR0903
 FR0903'RECOVERED 1986
 FR0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0901 ***********************************************************************
 FR0901  DESIGNATION -  SELIGMAN SANTA FE RR TANK
 FR0901  PID         -  FR0901
 FR0901  STATE/COUNTY-  AZ/YAVAPAI
 FR0901  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0901
 FR0901                         *CURRENT SURVEY CONTROL
 FR0901  ___________________________________________________________________
 FR0901* NAD 83(1992)-  35 19 28.83969(N)    112 52 35.49425(W)     ADJUSTED  
 FR0901* NAVD 88     -              **(meters)            **(feet)            
 FR0901  ___________________________________________________________________
 FR0901  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 FR0901  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FR0901  HORZ ORDER  -  THIRD
 FR0901
 FR0901.The horizontal coordinates were established by classical geodetic methods
 FR0901.and adjusted by the National Geodetic Survey in August 1993.
 FR0901
 FR0901
 FR0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0901
 FR0901.The geoid height was determined by GEOID03.
 FR0901
 FR0901;                    North         East     Units Scale Factor Converg.
 FR0901;SPC AZ C     -   480,014.202   126,091.067   MT  0.99999383   -0 33 18.1
 FR0901;SPC AZ C     - 1,574,849.74    413,684.60   iFT  0.99999383   -0 33 18.1
 FR0901;UTM  12      - 3,910,664.929   329,432.824   MT  0.99995854   -1 05 07.0
 FR0901
 FR0901                          SUPERSEDED SURVEY CONTROL
 FR0901
 FR0901  NAD 83(1986)-  35 19 28.83840(N)    112 52 35.49312(W) AD(       ) 4
 FR0901  NAD 27      -  35 19 28.81900(N)    112 52 32.84200(W) AD(       ) 3
 FR0901
 FR0901.Superseded values are not recommended for survey control.
 FR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0901.See file dsdata.txt to determine how the superseded data were derived.
 FR0901
 FR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2943310665(NAD 83)
 FR0901_MARKER: 53 = ELEVATED TANK
 FR0901
 FR0901  HISTORY     - Date     Condition        Report By
 FR0901  HISTORY     - 1962     FIRST OBSERVED   CGS
 FR0901
 FR0901                          STATION DESCRIPTION
 FR0901
 FR0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0901'STATION IS LOCATED ABOUT 0.1 MILE SOUTH OF THE BUSINESS SECTION
 FR0901'IN SELIGMAN AND ABOUT 0.05 MILE EAST-SOUTHEAST OF THE SANTA
 FR0901'FE DEPOT.
 FR0901'
 FR0901'STATION IS A STEEL WATER TANK, IS SUPPORTED BY 4 LEGS, IS
 FR0901'PAINTED BLACK AND IS APPROXIMATELY 70 FEET HIGH.
 FR0901'
 FR0901'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2169 ***********************************************************************
 DV2169  DESIGNATION -  SELIN
 DV2169  PID         -  DV2169
 DV2169  STATE/COUNTY-  AZ/YAVAPAI
 DV2169  USGS QUAD   -  RED PICACHO (1978)
 DV2169
 DV2169                         *CURRENT SURVEY CONTROL
 DV2169  ___________________________________________________________________
 DV2169* NAD 83(1992)-  33 56 27.26984(N)    112 30 29.24714(W)     ADJUSTED  
 DV2169* NAVD 88     -       993.     (meters)    3258.     (feet)  SCALED    
 DV2169  ___________________________________________________________________
 DV2169  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DV2169  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DV2169  HORZ ORDER  -  FIRST
 DV2169
 DV2169.The horizontal coordinates were established by classical geodetic methods
 DV2169.and adjusted by the National Geodetic Survey in August 1993.
 DV2169
 DV2169.The orthometric height was scaled from a topographic map.
 DV2169
 DV2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2169
 DV2169.The geoid height was determined by GEOID03.
 DV2169
 DV2169;                    North         East     Units Scale Factor Converg.
 DV2169;SPC AZ C     -   326,257.509   158,685.614   MT  0.99993684   -0 19 48.9
 DV2169;SPC AZ C     - 1,070,398.65    520,622.09   iFT  0.99993684   -0 19 48.9
 DV2169;UTM  12      - 3,756,628.332   360,625.525   MT  0.99983946   -0 50 31.8
 DV2169
 DV2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2169!SPC AZ C     -   0.99984876  x   0.99993684  =   0.99978561
 DV2169!UTM  12      -   0.99984876  x   0.99983946  =   0.99968824
 DV2169
 DV2169:                Primary Azimuth Mark                     Grid Az
 DV2169:SPC AZ C     -  CASTLE                                   307 08 47.6
 DV2169:UTM  12      -  CASTLE                                   307 39 30.5
 DV2169
 DV2169|---------------------------------------------------------------------|
 DV2169| PID    Reference Object                     Distance      Geod. Az  |
 DV2169|                                                           dddmmss.s |
 DV2169| DV2167 CASTLE                              APPROX. 1.5 KM 3064858.7 |
 DV2169|---------------------------------------------------------------------|
 DV2169
 DV2169                          SUPERSEDED SURVEY CONTROL
 DV2169
 DV2169  NAD 83(1986)-  33 56 27.26645(N)    112 30 29.25050(W) AD(       ) 1
 DV2169  NAD 27      -  33 56 27.14400(N)    112 30 26.63000(W) AD(       ) 1
 DV2169
 DV2169.Superseded values are not recommended for survey control.
 DV2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2169.See file dsdata.txt to determine how the superseded data were derived.
 DV2169
 DV2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6062656628(NAD 83)
 DV2169_MARKER: DS = TRIANGULATION STATION DISK
 DV2169_SETTING: 66 = SET IN ROCK OUTCROP
 DV2169_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DV2169_STAMPING: SELIN 1924
 DV2169_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2169+STABILITY: POSITION/ELEVATION WELL
 DV2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2169+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2008
 DV2169
 DV2169  HISTORY     - Date     Condition        Report By
 DV2169  HISTORY     - 1924     MONUMENTED       CGS
 DV2169  HISTORY     - 19910820 GOOD             MCDOT
 DV2169  HISTORY     - 20080223 GOOD             GEOCAC
 DV2169
 DV2169                          STATION DESCRIPTION
 DV2169
 DV2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2169'ABOUT 6 MILES NORTH AND 7 MILES EAST OF HOT SPRINGS JUNCTION
 DV2169'OR MORRISTOWN, THREE-EIGHTS MILE NORTHWEST OF THE HOT SPRINGS
 DV2169'JUNCTION-CASTLE-HOT SPRINGS ROAD, AND THREE-FOURTHS MILE EAST OF
 DV2169'ANDREW SELINS HOUSE.  STATION IS ON THE NORTHERLY OF TWO PEAKS
 DV2169'OF ABOUT THE SAME ELEVATION, THE NORTHERLY PEAK HAVING A WHITE
 DV2169'QUARTZ OUTCROP ON TOP AND THE SOUTHERLY PEAK BEING RED AND
 DV2169'ROCKY ON THE SUMMIT.  STATION IS ABOUT 500 FEET IN ELEVATION
 DV2169'ABOVE THE ROAD AND VISIBLE FROM ROAD AND FROM SELINS HOUSE.
 DV2169'MARKED BY A STANDARD BRONZE DISK.
 DV2169
 DV2169                          STATION RECOVERY (1991)
 DV2169
 DV2169'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2169'RECOVERED AS DESCRIBED.
 DV2169
 DV2169                          STATION RECOVERY (2008)
 DV2169
 DV2169'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 DV2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0346 ***********************************************************************
 CY0346  DESIGNATION -  SELLERS
 CY0346  PID         -  CY0346
 CY0346  STATE/COUNTY-  AZ/COCHISE
 CY0346  USGS QUAD   -  SAN SIMON (1987)
 CY0346
 CY0346                         *CURRENT SURVEY CONTROL
 CY0346  ___________________________________________________________________
 CY0346* NAD 83(1992)-  32 15 51.03074(N)    109 13 40.33177(W)     ADJUSTED  
 CY0346* NAVD 88     -      1102.11   (+/-2cm)    3615.8    (feet)  VERTCON   
 CY0346  ___________________________________________________________________
 CY0346  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CY0346  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CY0346  HORZ ORDER  -  SECOND
 CY0346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0346
 CY0346.The horizontal coordinates were established by classical geodetic methods
 CY0346.and adjusted by the National Geodetic Survey in August 1993.
 CY0346
 CY0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0346.The vertical order pertains to the NGVD 29 superseded value.
 CY0346
 CY0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0346
 CY0346.The geoid height was determined by GEOID03.
 CY0346
 CY0346;                    North         East     Units Scale Factor Converg.
 CY0346;SPC AZ E     -   140,545.086   301,807.431   MT  0.99999644   +0 30 04.3
 CY0346;SPC AZ E     -   461,105.93    990,181.86   iFT  0.99999644   +0 30 04.3
 CY0346;UTM  12      - 3,571,096.378   666,916.978   MT  0.99994359   +0 56 46.4
 CY0346
 CY0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0346!SPC AZ E     -   0.99983118  x   0.99999644  =   0.99982762
 CY0346!UTM  12      -   0.99983118  x   0.99994359  =   0.99977478
 CY0346
 CY0346|---------------------------------------------------------------------|
 CY0346| PID    Reference Object                     Distance      Geod. Az  |
 CY0346|                                                           dddmmss.s |
 CY0346| CC8225 T13S R31E SEC 31 RM                  21.436 METERS 03944     |
 CY0346| CY0348 SIMON                               APPROX. 3.1 KM 0993735.4 |
 CY0346| CC8226 T13S R30E SEC 25 RM                  33.715 METERS 35415     |
 CY0346|---------------------------------------------------------------------|
 CY0346
 CY0346                          SUPERSEDED SURVEY CONTROL
 CY0346
 CY0346  NAD 83(1986)-  32 15 51.02635(N)    109 13 40.32969(W) AD(       ) 2
 CY0346  NAD 27      -  32 15 50.74750(N)    109 13 38.11390(W) AD(       ) 2
 CY0346  NGVD 29 (??/??/92) 1101.491  (m)         3613.81   (f) ADJ UNCH    2 0
 CY0346
 CY0346.Superseded values are not recommended for survey control.
 CY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0346.See file dsdata.txt to determine how the superseded data were derived.
 CY0346
 CY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6691771096(NAD 83)
 CY0346_MARKER: DS = TRIANGULATION STATION DISK
 CY0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0346_STAMPING: SELLERS 1960
 CY0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0346+STABILITY: SURFACE MOTION
 CY0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0346+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CY0346
 CY0346  HISTORY     - Date     Condition        Report By
 CY0346  HISTORY     - 1960     MONUMENTED       CGS
 CY0346  HISTORY     - 1960     GOOD             CGS
 CY0346  HISTORY     - 1968     GOOD             CGS
 CY0346  HISTORY     - 1986     GOOD
 CY0346
 CY0346                          STATION DESCRIPTION
 CY0346
 CY0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0346'THE STATION IS LOCATED IN THE Y OF A FORK IN THE ROAD IN
 CY0346'THE SOUTHEAST PART OF THE TOWN OF SAN SIMON.
 CY0346'
 CY0346'TO REACH THE STATION FROM THE POST OFFICE IN SAN SIMON, GO
 CY0346'SOUTH FOR 0.1 MILE TO ARIZONA STATE HIGHWAY 86, CROSS THE
 CY0346'HIGHWAY AND GO SOUTH ON A GRAVELLED ROAD FOR 0.15 MILE TO
 CY0346'A CATTLE GUARD AND THE STATION ON THE RIGHT.
 CY0346'
 CY0346'THE STATION MARK IS A STANDARD DISK STAMPED SELLERS 1960,
 CY0346'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 CY0346'IT IS 19.0 FEET WEST OF THE CENTER OF THE ROAD AND 11.5
 CY0346'FEET WEST OF THE CATTLE GUARD.
 CY0346'
 CY0346'R.M. 1 IS A BUREAU OF LAND MANAGEMENT BRONZE DISK STAMPED
 CY0346'T 13 S R 31 E S 31 R.M. 1952, RIVETED TO THE TOP OF A 2-INCH
 CY0346'IRON PIPE THAT PROJECTS 4 INCHES.  IT IS 24.6 FEET EAST OF
 CY0346'THE CENTER OF A DIRT ROAD AND 43.3 FEET SOUTH OF THE CENTER
 CY0346'OF A DIRT ROAD.
 CY0346'
 CY0346'R.M. 2 IS A B.L.M. BRONZE DISK STAMPED T 13 S R 30 E S 25 R.M. 1952,
 CY0346'RIVETED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 3
 CY0346'INCHES AND IS 37.5 FEET WEST OF THE CENTER OF A DIRT ROAD.
 CY0346'
 CY0346'INTERSECTION STATION SAN SIMON VOR CAN BE USED AS AN AZIMUTH
 CY0346'MARK.  SEE DESCRIPTION THEREOF.
 CY0346
 CY0346                          STATION RECOVERY (1960)
 CY0346
 CY0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0346'IN SAN SIMON.
 CY0346'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON A PAVED
 CY0346'STREET, THENCE 0.15 MILE SOUTH ON GRAVEL ROAD TO MARK, 11.5 FEET WEST
 CY0346'OF A STOCK GUARD, 19.0 FEET WEST OF CENTERLINE OF ROAD, SET IN THE TOP
 CY0346'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 CY0346
 CY0346                          STATION RECOVERY (1968)
 CY0346
 CY0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CY0346'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0346
 CY0346                          STATION RECOVERY (1986)
 CY0346
 CY0346'RECOVERED 1986
 CY0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1148 ***********************************************************************
 CG1148  DESIGNATION -  SELLS
 CG1148  PID         -  CG1148
 CG1148  STATE/COUNTY-  AZ/PIMA
 CG1148  USGS QUAD   -  SELLS WEST (1982)
 CG1148
 CG1148                         *CURRENT SURVEY CONTROL
 CG1148  ___________________________________________________________________
 CG1148* NAD 83(1992)-  31 58 56.87248(N)    111 56 00.01255(W)     ADJUSTED  
 CG1148* NAVD 88     -       882.2    (meters)    2894.     (feet)  VERTCON   
 CG1148  ___________________________________________________________________
 CG1148  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 CG1148  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CG1148  HORZ ORDER  -  SECOND
 CG1148
 CG1148.The horizontal coordinates were established by classical geodetic methods
 CG1148.and adjusted by the National Geodetic Survey in August 1993.
 CG1148
 CG1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1148
 CG1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1148
 CG1148.The geoid height was determined by GEOID03.
 CG1148
 CG1148;                    North         East     Units Scale Factor Converg.
 CG1148;SPC AZ C     -   108,922.894   211,784.643   MT  0.99990003   -0 00 31.8
 CG1148;SPC AZ C     -   357,358.58    694,831.51   iFT  0.99990003   -0 00 31.8
 CG1148;UTM  12      - 3,538,872.446   411,822.850   MT  0.99969589   -0 29 39.8
 CG1148
 CG1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1148!SPC AZ C     -   0.99986632  x   0.99990003  =   0.99976636
 CG1148!UTM  12      -   0.99986632  x   0.99969589  =   0.99956225
 CG1148
 CG1148:                Primary Azimuth Mark                     Grid Az
 CG1148:SPC AZ C     -  BABOQUIVARI PEAK LOH CENTER              126 12 03.0
 CG1148:UTM  12      -  BABOQUIVARI PEAK LOH CENTER              126 41 11.0
 CG1148
 CG1148|---------------------------------------------------------------------|
 CG1148| PID    Reference Object                     Distance      Geod. Az  |
 CG1148|                                                           dddmmss.s |
 CG1148| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.39.6 KM 1261131.2 |
 CG1148| CH5417 SELLS AZ MK                                        1403532.6 |
 CG1148| CH5418 SELLS RM 1                            5.286 METERS 20743     |
 CG1148| CH5419 SELLS RM 2                            4.883 METERS 28728     |
 CG1148|---------------------------------------------------------------------|
 CG1148
 CG1148                          SUPERSEDED SURVEY CONTROL
 CG1148
 CG1148  NAD 83(1986)-  31 58 56.86621(N)    111 56 00.01239(W) AD(       ) 2
 CG1148  NAD 27      -  31 58 56.61600(N)    111 55 57.57200(W) AD(       ) 2
 CG1148  NGVD 29 (07/19/86)  881.5    (m)         2892.     (f) VERT ANG    3  
 CG1148
 CG1148.Superseded values are not recommended for survey control.
 CG1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1148.See file dsdata.txt to determine how the superseded data were derived.
 CG1148
 CG1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1182338872(NAD 83)
 CG1148_MARKER: DS = TRIANGULATION STATION DISK
 CG1148_SETTING: 80 = SET IN A BOULDER
 CG1148_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1148
 CG1148  HISTORY     - Date     Condition        Report By
 CG1148  HISTORY     - 1936     MONUMENTED       CGS
 CG1148  HISTORY     - 1958     GOOD             AMS
 CG1148  HISTORY     - 1978     GOOD             AZDT
 CG1148
 CG1148                          STATION DESCRIPTION
 CG1148
 CG1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1148'ABOUT 6 MILES NORTHWEST OF SELLS ON THE EASTERN END OF THE MOST
 CG1148'EASTERLY OF TWO PROMINENT BUTTES, WHICH ARE ON THE WEST SIDE
 CG1148'OF THE SELLS-AJO HIGHWAY.  MARKED BY A STANDARD BRONZE DISK.
 CG1148'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CG1148'REFERENCE DISK, IS 5.281 METERS (17.33 FEET) FROM
 CG1148'STATION S 27 DEG 48 MIN W. REFERENCE MARK NO. 2,
 CG1148'A STANDARD BRONZE REFERENCE DISK, IS 4.880 METERS
 CG1148'(16.01 FEET) FROM STATION N 72 DEG 30 MIN W. THE
 CG1148'AZIMUTH MARK, A STANDARD BRONZE DISK, IS 3.5 MILES
 CG1148'VIA ROAD, NORTH OF SELLS, 30 FEET WEST OF THE CENTERLINE OF
 CG1148'THE SELLS-AJO HIGHWAY AND 1 MILE FROM STATION S 39 DEG
 CG1148'24 MIN E.
 CG1148
 CG1148                          STATION RECOVERY (1958)
 CG1148
 CG1148'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CG1148'STATION, REFERENCE MARKS AND AZIMUTH MARK WAS RECOVERED AS
 CG1148'DESCRIBED.  THE STATION IS LOCATED ON THE HIGHEST POINT OF LOW
 CG1148'FLAT TOP HILL AND IS MARKED BY A LARGE DARK CAIRN, 104 FEET
 CG1148'NNE OF LONE BUSH.  24 FEET S OF LARGE CACTUS.  50 FEET SE OF
 CG1148'LONE BUSH.  70 FEET W OF LARGE CACTUS.
 CG1148
 CG1148                          STATION RECOVERY (1978)
 CG1148
 CG1148'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CG1148'THE STATION, REFERENCE MARKS 1 AND 2 ANS THE AZIMUTH MARK WERE
 CG1148'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CG1148'
 CG1148'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 86 AND THE
 CG1148'OLD SELLS-AJO HWY. IN SELLS, TRAVEL NORTHWEST ON HWY. 86 FOR 1.0 MILE
 CG1148'TO A GATE ON THE RIGHT, PASS THROUGH GATE AND TRAVEL ON A DIRT ROAD
 CG1148'FOR 0.6 MILE TO WHERE THE ROAD TURNS LEFT.  AT THIS POINT THERE IS A
 CG1148'LANDING STRIP ON THE RIGHT SIDE OF ROAD, CONTINUE ON DIRT ROAD, THE
 CG1148'OLD SELLS-AJO HWY., FOR 3.4 MILES TO A FORK, CONTINUE STRAIGHT AHEAD
 CG1148'ON MAIN ROAD FOR 0.8 MILE AND THE END OF TRUCK TRAVEL.  PACK WESTERLY
 CG1148'TO NORTH SLOPE OF BUTTE AND GO UP NORTH SLOPE STAYING ON EAST SIDE OF
 CG1148'ROCKY OUTCROP THAT JUTS TO THE NORTH AND TO THE STATION.  ABOUT A 45
 CG1148'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4653 ***********************************************************************
 DK4653  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4653  DESIGNATION -  SELMA
 DK4653  PID         -  DK4653
 DK4653  STATE/COUNTY-  AZ/PINAL
 DK4653  USGS QUAD   -  ELOY NORTH (1992)
 DK4653
 DK4653                         *CURRENT SURVEY CONTROL
 DK4653  ___________________________________________________________________
 DK4653* NAD 83(2007)-  32 51 01.57789(N)    111 34 02.41031(W)     ADJUSTED  
 DK4653* NAVD 88     -       451.70   (meters)    1482.0    (feet)  GPS OBS   
 DK4653  ___________________________________________________________________
 DK4653  EPOCH DATE  -        2007.00
 DK4653  X           -  -1,971,719.481 (meters)                     COMP
 DK4653  Y           -  -4,988,301.583 (meters)                     COMP
 DK4653  Z           -   3,440,264.706 (meters)                     COMP
 DK4653  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DK4653  ELLIP HEIGHT-         421.702 (meters)          (04/23/08) ADJUSTED
 DK4653  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DK4653  HORZ ORDER  -  B
 DK4653  ELLP ORDER  -  FOURTH    CLASS I
 DK4653
 DK4653.The horizontal coordinates were established by GPS observations
 DK4653.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4653
 DK4653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4653.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4653.The horizontal coordinates are valid at the epoch date displayed above.
 DK4653.The epoch date for horizontal control is a decimal equivalence
 DK4653.of Year/Month/Day.
 DK4653
 DK4653.The orthometric height was determined by GPS observations and a
 DK4653.high-resolution geoid model.
 DK4653.The orthometric height was determined by GPS observations and a
 DK4653.high-resolution geoid model using precise GPS observation and
 DK4653.processing techniques.
 DK4653
 DK4653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4653
 DK4653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4653
 DK4653.The ellipsoidal height was determined by GPS observations
 DK4653.and is referenced to NAD 83.
 DK4653
 DK4653.The geoid height was determined by GEOID03.
 DK4653
 DK4653;                    North         East     Units Scale Factor Converg.
 DK4653;SPC AZ C     -   205,220.412   246,057.838   MT  0.99991318   +0 11 22.2
 DK4653;SPC AZ C     -   673,295.31    807,276.37   iFT  0.99991318   +0 11 22.2
 DK4653;UTM  12      - 3,634,849.296   446,912.220   MT  0.99963475   -0 18 27.9
 DK4653
 DK4653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4653!SPC AZ C     -   0.99993380  x   0.99991318  =   0.99984698
 DK4653!UTM  12      -   0.99993380  x   0.99963475  =   0.99956857
 DK4653
 DK4653                          SUPERSEDED SURVEY CONTROL
 DK4653
 DK4653.No superseded survey control is available for this station.
 DK4653
 DK4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4691234849(NAD 83)
 DK4653_MARKER: DD = SURVEY DISK
 DK4653_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4653_STAMPING: SELMA 2006 CITY OF ELOY CONTROL POINT
 DK4653_MARK LOGO: NONE  
 DK4653_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4653+STABILITY: SURFACE MOTION
 DK4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4653+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4653
 DK4653  HISTORY     - Date     Condition        Report By
 DK4653  HISTORY     - 20060830 MONUMENTED       PSOMAS
 DK4653
 DK4653                          STATION DESCRIPTION
 DK4653
 DK4653'DESCRIBED BY PSOMAS AND ASSOCIATES 2006
 DK4653'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) EAST OF CASA GRANDE, 9.3
 DK4653'MI (14.9 KM) SOUTH-SOUTHWEST OF COOLIDGE AND 6.6 MI (10.6 KM) NORTH OF
 DK4653'ELOY IN SECTION 31, T. 6 S., R. 8 E., GILA AND SALT RIVER MERIDIAN.
 DK4653' 
 DK4653'TO REACH STATION FROM THE INTERSECTION OF SUNSHINE BOULEVARD AND
 DK4653'INTERSTATE 10, HEAD NORTH ON SUNSHINE BOULEVARD 1 MI (1.6 KM) TO STATE
 DK4653'HIGHWAY 84.  TURN LEFT AND HEAD NORTHWEST ON STATE HIGHWAY 84 FOR 1.2
 DK4653'MI (1.9 KM) TO ELEVEN MILE CORNER ROAD.  TURN RIGHT AND HEAD NORTH ON
 DK4653'ELEVEN MILE CORNER ROAD FOR 6.1 MI (9.8 KM) TO SELMA HIGHWAY.  THE
 DK4653'STATION IS ON THE NORTHEAST CORNER OF THE INTERSECTION OF SELMA
 DK4653'HIGHWAY AND ELEVEN MILE CORNER ROAD.  THE STATION IS 33 FT (10.1 M)
 DK4653'NORTH OF THE CENTERLINE OF SELMA HIGHWAY, 66 FT (20.1 M) EAST OF THE
 DK4653'CENTERLINE OF ELEVEN MILE CORNER ROAD, 4 FT (1.2 M) EAST OF A POWER
 DK4653'POLE, AND 10 FT (3.0 M) SOUTH OF A 4 FT (1.2 M) WIDE IRRIGATION DITCH.
 DK4653'THE STATION IS A BRASS DISK SET IN CONCRETE MARKED 'CITY OF ELOY
 DK4653'CONTROL POINT'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0886 ***********************************************************************
 ET0886  DESIGNATION -  SENATOR
 ET0886  PID         -  ET0886
 ET0886  STATE/COUNTY-  AZ/YAVAPAI
 ET0886  USGS QUAD   -  PRESCOTT (1973)
 ET0886
 ET0886                         *CURRENT SURVEY CONTROL
 ET0886  ___________________________________________________________________
 ET0886* NAD 83(2007)-  34 31 20.37651(N)    112 27 10.17080(W)     ADJUSTED  
 ET0886* NAVD 88     -      1857.6    (meters)    6094.     (feet)  GPS OBS   
 ET0886  ___________________________________________________________________
 ET0886  EPOCH DATE  -        2007.00
 ET0886  X           -  -2,009,733.672 (meters)                     COMP
 ET0886  Y           -  -4,863,247.963 (meters)                     COMP
 ET0886  Z           -   3,595,370.614 (meters)                     COMP
 ET0886  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 ET0886  ELLIP HEIGHT-        1831.202 (meters)          (02/10/07) ADJUSTED
 ET0886  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 ET0886
 ET0886  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0886  Type    PID    Designation                      North   East  Ellip
 ET0886  -------------------------------------------------------------------
 ET0886  NETWORK ET0886 SENATOR                           0.41   0.37   1.12
 ET0886  -------------------------------------------------------------------
 ET0886
 ET0886.The horizontal coordinates were established by GPS observations
 ET0886.and adjusted by the National Geodetic Survey in February 2007.
 ET0886
 ET0886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0886.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0886.The horizontal coordinates are valid at the epoch date displayed above.
 ET0886.The epoch date for horizontal control is a decimal equivalence
 ET0886.of Year/Month/Day.
 ET0886
 ET0886.The orthometric height was determined by GPS observations and a
 ET0886.high-resolution geoid model.
 ET0886
 ET0886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0886
 ET0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0886
 ET0886.The ellipsoidal height was determined by GPS observations
 ET0886.and is referenced to NAD 83.
 ET0886
 ET0886.The geoid height was determined by GEOID03.
 ET0886
 ET0886;                    North         East     Units Scale Factor Converg.
 ET0886;SPC AZ C     -   390,718.786   164,137.003   MT  0.99992985   -0 18 13.9
 ET0886;SPC AZ C     - 1,281,885.78    538,507.23   iFT  0.99992985   -0 18 13.9
 ET0886;UTM  12      - 3,821,031.222   366,656.343   MT  0.99981916   -0 49 24.5
 ET0886
 ET0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0886!SPC AZ C     -   0.99971263  x   0.99992985  =   0.99964250
 ET0886!UTM  12      -   0.99971263  x   0.99981916  =   0.99953184
 ET0886
 ET0886:                Primary Azimuth Mark                     Grid Az
 ET0886:SPC AZ C     -  GLASSFORD                                041 28 37.9
 ET0886:UTM  12      -  GLASSFORD                                041 59 48.5
 ET0886
 ET0886|---------------------------------------------------------------------|
 ET0886| PID    Reference Object                     Distance      Geod. Az  |
 ET0886|                                                           dddmmss.s |
 ET0886| ET0882 GLASSFORD                           APPROX. 9.9 KM 0411024.0 |
 ET0886| CH3323 SENATOR RM 1                          9.449 METERS 11412     |
 ET0886| CH3324 SENATOR RM 2                          9.323 METERS 29521     |
 ET0886|---------------------------------------------------------------------|
 ET0886
 ET0886                          SUPERSEDED SURVEY CONTROL
 ET0886
 ET0886  NAD 83(1992)-  34 31 20.37609(N)    112 27 10.17031(W) AD(       ) A
 ET0886  ELLIP H (09/30/99) 1831.224  (m)                       GP(       ) 3 1
 ET0886  NAD 83(1992)-  34 31 20.37809(N)    112 27 10.17128(W) AD(       ) 2
 ET0886  NAD 83(1986)-  34 31 20.37569(N)    112 27 10.17003(W) AD(       ) 2
 ET0886  NAD 27      -  34 31 20.28629(N)    112 27 07.56168(W) AD(       ) 2
 ET0886  NGVD 29 (07/19/86) 1856.3    (m)         6090.     (f) VERT ANG    3  
 ET0886
 ET0886.Superseded values are not recommended for survey control.
 ET0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0886.See file dsdata.txt to determine how the superseded data were derived.
 ET0886
 ET0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6665621031(NAD 83)
 ET0886_MARKER: DD = SURVEY DISK
 ET0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0886_STAMPING: SENATOR 1980
 ET0886_MARK LOGO: AZDT  
 ET0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0886+STABILITY: SURFACE MOTION
 ET0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0886+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2008
 ET0886
 ET0886  HISTORY     - Date     Condition        Report By
 ET0886  HISTORY     - 1980     MONUMENTED       AZDT
 ET0886  HISTORY     - 19990114 GOOD             AZ-025
 ET0886  HISTORY     - 20010806 GOOD             NGS
 ET0886  HISTORY     - 20081116 GOOD             GEOCAC
 ET0886
 ET0886                          STATION DESCRIPTION
 ET0886
 ET0886'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0886'THE STATION IS LOCATED 1.5 MILES SOUTHEAST OF PRESCOTT, 500 FEET NORTH
 ET0886'OF THE SENATOR HIGHWAY, ON THE TOP OF AN EAST WEST RIDGE.
 ET0886'
 ET0886'THE STATION MARK IS AN ADOT DISK STAMPED, SENATOR 1980.  IT IS SET IN
 ET0886'TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 15 FEET SOUTH OF A TRAIL
 ET0886'ROAD AND 3 FEET NORTH OF THE WITNESS POST.
 ET0886'
 ET0886'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, SENATOR RM 1 1980.  IT IS
 ET0886'SET IN TOP OF A CONCRETE MONUMENT ABOUT 15 FEET SOUTH OF THE TRAIL.
 ET0886'
 ET0886'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, SENATOR RM 2 1980.  IT IS
 ET0886'SET IN TOP OF A CONCRETE MONUMENT ABOUT 15 FEET SOUTH OF THE TRAIL.
 ET0886'
 ET0886'TO REACH THE STATION FROM THE INTERSECTION OF EAST GURLEY STREET AND
 ET0886'MOUNT VERNON STREET IN PRESCOTT, TRAVEL SOUTH ALONG MT VERNON STREET
 ET0886'WHICH IS THE SENATOR HIGHWAY FOR 1.4 MILES TO A CONCRETE RAMP ON LEFT.
 ET0886'TURN LEFT UP RAMP AND FOLLOW MAIN TRAIL FOR 0.5 MILE TO THE STATION.
 ET0886
 ET0886                          STATION RECOVERY (1999)
 ET0886
 ET0886'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0886'RECOVERED AS DESCRIBED.
 ET0886
 ET0886                          STATION RECOVERY (2001)
 ET0886
 ET0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0886'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0886
 ET0886                          STATION RECOVERY (2008)
 ET0886
 ET0886'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0886'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ET0886'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 ET0886'THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1028 ***********************************************************************
 FS1028  DESIGNATION -  SENATOR MOUNTAIN CAIRN
 FS1028  PID         -  FS1028
 FS1028  STATE/COUNTY-  AZ/MOHAVE
 FS1028  USGS QUAD   -  SENATOR MOUNTAIN (1989)
 FS1028
 FS1028                         *CURRENT SURVEY CONTROL
 FS1028  ___________________________________________________________________
 FS1028* NAD 83(1992)-  35 50 11.35815(N)    114 19 03.96519(W)     ADJUSTED  
 FS1028* NAVD 88     -              **(meters)            **(feet)            
 FS1028  ___________________________________________________________________
 FS1028  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 FS1028  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FS1028  HORZ ORDER  -  THIRD
 FS1028
 FS1028.The horizontal coordinates were established by classical geodetic methods
 FS1028.and adjusted by the National Geodetic Survey in August 1993.
 FS1028
 FS1028
 FS1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1028
 FS1028.The geoid height was determined by GEOID03.
 FS1028
 FS1028;                    North         East     Units Scale Factor Converg.
 FS1028;SPC AZ W     -   536,538.547   162,065.620   MT  0.99996574   -0 19 56.7
 FS1028;SPC AZ W     - 1,760,297.07    531,711.35   iFT  0.99996574   -0 19 56.7
 FS1028;UTM  11      - 3,969,134.377   742,269.291   MT  1.00032331   +1 34 16.1
 FS1028
 FS1028                          SUPERSEDED SURVEY CONTROL
 FS1028
 FS1028  NAD 83(1986)-  35 50 11.34944(N)    114 19 03.96168(W) AD(       ) 4
 FS1028  NAD 27      -  35 50 11.39500(N)    114 19 01.08500(W) AD(       ) 3
 FS1028
 FS1028.Superseded values are not recommended for survey control.
 FS1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1028.See file dsdata.txt to determine how the superseded data were derived.
 FS1028
 FS1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4226969134(NAD 83)
 FS1028_MARKER: 72 = CAIRN
 FS1028
 FS1028  HISTORY     - Date     Condition        Report By
 FS1028  HISTORY     - 1935     FIRST OBSERVED   CGS
 FS1028  HISTORY     - 1950     GOOD             CGS
 FS1028
 FS1028                          STATION DESCRIPTION
 FS1028
 FS1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1028'THE POINT INTERSECTED IS A SMALL ROCK CAIRN ON THE HIGHEST
 FS1028'POINT OF SENATOR MOUNTAIN LOCATED ABOUT 26 MILES ESE OF BOULDER
 FS1028'DAM IN THE WHITE HILLS.  ABOUT 5 MILES N OF THE CHLORIDE-BOULDER
 FS1028'DAM HIGHWAY.
 FS1028
 FS1028                          STATION RECOVERY (1950)
 FS1028
 FS1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1028'THE STATION IS ABOUT 5.4 MILES NORTHEAST OF TRIANGULATION
 FS1028'STATION BUG, ABOUT 4.4 MILES NORTHWEST OF TRIANGULATION STATION
 FS1028'CYCLOPIC, AND ON THE HIGHEST POINT AT THE SOUTHEAST END OF A
 FS1028'LONG SLOPING MOUNTAIN.  IT IS A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1945 ***********************************************************************
 DU1945  DESIGNATION -  SENECA
 DU1945  PID         -  DU1945
 DU1945  STATE/COUNTY-  AZ/GILA
 DU1945  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1945
 DU1945                         *CURRENT SURVEY CONTROL
 DU1945  ___________________________________________________________________
 DU1945* NAD 83(1992)-  33 45 25.83367(N)    110 29 46.86389(W)     ADJUSTED  
 DU1945* NAVD 88     -      1719.0    (meters)    5640.     (feet)  VERTCON   
 DU1945  ___________________________________________________________________
 DU1945  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 DU1945  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DU1945  HORZ ORDER  -  THIRD
 DU1945
 DU1945.The horizontal coordinates were established by classical geodetic methods
 DU1945.and adjusted by the National Geodetic Survey in August 1993.
 DU1945
 DU1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1945
 DU1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1945
 DU1945.The geoid height was determined by GEOID03.
 DU1945
 DU1945;                    North         East     Units Scale Factor Converg.
 DU1945;SPC AZ E     -   305,771.286   182,818.774   MT  0.99991150   -0 10 59.5
 DU1945;SPC AZ E     - 1,003,186.63    599,799.13   iFT  0.99991150   -0 10 59.5
 DU1945;UTM  12      - 3,735,346.585   546,643.043   MT  0.99962682   +0 16 47.5
 DU1945
 DU1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1945!SPC AZ E     -   0.99973422  x   0.99991150  =   0.99964575
 DU1945!UTM  12      -   0.99973422  x   0.99962682  =   0.99936114
 DU1945
 DU1945|---------------------------------------------------------------------|
 DU1945| PID    Reference Object                     Distance      Geod. Az  |
 DU1945|                                                           dddmmss.s |
 DU1945| DU1881 SENECA RM 1                           7.081 METERS 05112     |
 DU1945| DU0321 SENECA AZ MK                                       3051236.9 |
 DU1945| DU1882 SENECA RM 2                           6.617 METERS 30833     |
 DU1945|---------------------------------------------------------------------|
 DU1945
 DU1945                          SUPERSEDED SURVEY CONTROL
 DU1945
 DU1945  NAD 83(1986)-  33 45 25.82826(N)    110 29 46.86521(W) AD(       ) 3
 DU1945  NAD 27      -  33 45 25.62950(N)    110 29 44.47690(W) AD(       ) 3
 DU1945  NGVD 29 (07/19/86) 1718.3    (m)         5637.     (f) VERT ANG    3  
 DU1945
 DU1945.Superseded values are not recommended for survey control.
 DU1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1945.See file dsdata.txt to determine how the superseded data were derived.
 DU1945
 DU1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4664335347(NAD 83)
 DU1945_MARKER: DS = TRIANGULATION STATION DISK
 DU1945_SETTING: 80 = SET IN A BOULDER
 DU1945_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1945
 DU1945  HISTORY     - Date     Condition        Report By
 DU1945  HISTORY     - 1958     MONUMENTED       CGS
 DU1945  HISTORY     - 1967     GOOD             AMS
 DU1945  HISTORY     - 1968     GOOD             AMS
 DU1945  HISTORY     - 1972     GOOD             AZHD
 DU1945
 DU1945                          STATION DESCRIPTION
 DU1945
 DU1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU1945'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE
 DU1945'WHICH IS 1 MILE AIRLINE EAST OF SENECA.  THE MARK IS A STANDARD
 DU1945'STATION MARK DISK SET IN A DRILL HOLE IN A LARGE BOULDER.  IT IS
 DU1945'STAMPED SENECA 1958.
 DU1945'
 DU1945'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 DU1945'DRILL HOLE IN A LARGE BOULDER WHCIH IS 3 FEET LOWER IN ELEVATION
 DU1945'THAN THE STATION MARK.  IT IS STAMPED SENECA NO 1 1958.
 DU1945'
 DU1945'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN A DRILL
 DU1945'HOLE IN A LARGE BOULDER WHICH IS 2 FEET LOWER IN ELEVATION THAN
 DU1945'THE STATION MARK.  IT IS STAMPED SENECA NO 2 1958.
 DU1945'
 DU1945'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A DRILL
 DU1945'HOLE IN A BOULDER.  IT IS 101 FEET EAST OF THE CENTER OF U.S.
 DU1945'HIGHWAY 60, 3 FEET EAST OF A FENCE AND 1 FOOT EAST OF A WHITE
 DU1945'WITNESS POST.  IT IS STAMPED SENECA 1958.
 DU1945'
 DU1945'TO REACH THE STATION FROM THE APACHE REST CAFE AND SERVICE
 DU1945'STATION IN SENECA GO NORTHEAST ON U.S. HIGHWAY 60 FOR 0.35
 DU1945'MILE OT A SIDE ROAD RIGHT.* TURN RIGHT PASSING THROUGH A METAL
 DU1945'GATE AND GO 0.2 MILE TO A GRAVEL PIT AND THE END OF TRUCK TRAVEL.
 DU1945'FROM THE END OF TRUCK TRAVEL PACK IN AN EASTERLY DIRECTION TO THE
 DU1945'HIGHEST PART OF THE HILL AND THE STATION AS DESCRIBED.
 DU1945'
 DU1945'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED IN THE
 DU1945'DESCRIPTION ABOVE CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 60 FOR
 DU1945'0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DU1945'
 DU1945'REQUIRED PACKING TIME IS 1-1/2 HOURS.
 DU1945'
 DU1945'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 DU1945
 DU1945                          STATION RECOVERY (1967)
 DU1945
 DU1945'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1945'STATION SENECA IS LOCATED APPROXIMATELY 3.0 AIRMILES (SSE) OF
 DU1945'SALT RIVER BRIDGE ON HWY U.S. 60 AND 27.0 AIRMILES (NE) OF
 DU1945'GLOBE, ARIZONA.
 DU1945'
 DU1945'TO REACH FROM SALT RIVER BRIDGE LOCATED ON HWY 60 BETWEEN GLOBE
 DU1945'AND SHOWLOW, ARIZONA GO (S) ON U.S. 60 FOR 5.3 MI TO A SMALL DIRT
 DU1945'ROAD ON LEFT (E), TURN LEFT AND PASS THROUGH METAL GATE AND
 DU1945'CONTINUE FOR 0.4 MI TO SOUTH BEND IN ROAD AND END OF TRUCK TRAVEL.
 DU1945'PACK IN A EASTERLY DIRECTION TO STATION SITE.  PACK TIME WITH
 DU1945'HEAVY LOAD IS 40 MINUTES.
 DU1945'
 DU1945'THE STATION IS THE HIGHEST POINT OF A NE-SW RIDGE OVERLOOKING HWY
 DU1945'U.S. 60.
 DU1945'
 DU1945'THE STATION MARK IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN
 DU1945'ROCK AND STAMPED SENECA 1958.
 DU1945'
 DU1945'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK AND
 DU1945'STAMPED SENECA 1958 NO 1.  FROM THE STATION IT IS (NE) OF A MAG
 DU1945'AZ OF 36 DEG AT A DISTANCE OF 7.04M AND A DE OF -0.91M.
 DU1945'
 DU1945'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK AND
 DU1945'STAMPED SENECA 1958 NO 2.  FROM THE STATION IT IS (NW) ON A MAG
 DU1945'AZ OF 293 DEG AT A DISTANCE OF 6.64M AND A DE OF -0.60M.
 DU1945'
 DU1945'AZ MK IS A STANDARD USC AND GS DISK CEMENTED IN ROCK AND STAMPED
 DU1945'SENECA 1958.  IT IS 1.2 MI (W) OF STATION OF A MAG AZ OF 253
 DU1945'DEG.  TO REACH AZ MK TRAVEL 0.2 MI (N) OF SAID ROAD (DIRT) ON
 DU1945'U.S. HWY 60.  STATION IS LOCATED 101 FT (E) OF CENTERLINE OF HWY
 DU1945'AND 3 FT (E) OF A BARB WIRE FENCE.
 DU1945'
 DU1945'ALL STATION MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 DU1945'
 DU1945'A CLEAR VIEW OF SIGHT IS AVAILABLE IN ALL DIRECTIONS.  TRIPOD
 DU1945'HEIGHT 1.5M.
 DU1945
 DU1945                          STATION RECOVERY (1968)
 DU1945
 DU1945'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DU1945'THE STATION, REFERENCE MARKS AND AZIMUTH MARK ALL RECOVERED AS
 DU1945'DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 DU1945
 DU1945                          STATION RECOVERY (1972)
 DU1945
 DU1945'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU1945'GENERAL LOCATION - FORT APACHE INDIAN RESERVATION (APPROX.
 DU1945'1 MILE EAST OF SENECA)
 DU1945'
 DU1945'TO REACH - AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU1945'
 DU1945'STATION MARK - STD. USC AND GS B.C. STAMPED SENECA 1958
 DU1945'
 DU1945'REFERENCE MARKS - NO. 1 AND NO. 2 STD. USC AND GS B.C.S
 DU1945'STAMPED SENECA 1958
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1849 ***********************************************************************
 DU1849  DESIGNATION -  SENECA
 DU1849  PID         -  DU1849
 DU1849  STATE/COUNTY-  AZ/GILA
 DU1849  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1849
 DU1849                         *CURRENT SURVEY CONTROL
 DU1849  ___________________________________________________________________
 DU1849* NAD 83(1992)-  33 45 27.93702(N)    110 29 43.52771(W)     ADJUSTED  
 DU1849* NAVD 88     -      1717.0    (meters)    5633.     (feet)  VERTCON   
 DU1849  ___________________________________________________________________
 DU1849  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 DU1849  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DU1849  HORZ ORDER  -  THIRD
 DU1849
 DU1849.The horizontal coordinates were established by classical geodetic methods
 DU1849.and adjusted by the National Geodetic Survey in August 1993.
 DU1849
 DU1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1849
 DU1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1849
 DU1849.The geoid height was determined by GEOID03.
 DU1849
 DU1849;                    North         East     Units Scale Factor Converg.
 DU1849;SPC AZ E     -   305,835.812   182,904.830   MT  0.99991143   -0 10 57.7
 DU1849;SPC AZ E     - 1,003,398.33    600,081.46   iFT  0.99991143   -0 10 57.7
 DU1849;UTM  12      - 3,735,411.785   546,728.550   MT  0.99962692   +0 16 49.4
 DU1849
 DU1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1849!SPC AZ E     -   0.99973454  x   0.99991143  =   0.99964599
 DU1849!UTM  12      -   0.99973454  x   0.99962692  =   0.99936156
 DU1849
 DU1849|---------------------------------------------------------------------|
 DU1849| PID    Reference Object                     Distance      Geod. Az  |
 DU1849|                                                           dddmmss.s |
 DU1849| DU1881 SENECA RM 1                          17.237 METERS 06637     |
 DU1849| DU1882 SENECA RM 2                           9.193 METERS 09810     |
 DU1849| DU1837 CHRYSOTILE                          APPROX. 6.0 KM 2575248.3 |
 DU1849|---------------------------------------------------------------------|
 DU1849
 DU1849                          SUPERSEDED SURVEY CONTROL
 DU1849
 DU1849  NAD 83(1986)-  33 45 27.93063(N)    110 29 43.52909(W) AD(       ) 3
 DU1849  NGVD 29 (09/20/88) 1716.3    (m)         5631.     (f) VERT ANG    3  
 DU1849
 DU1849.Superseded values are not recommended for survey control.
 DU1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1849.See file dsdata.txt to determine how the superseded data were derived.
 DU1849
 DU1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4672935412(NAD 83)
 DU1849_MARKER: DS = TRIANGULATION STATION DISK
 DU1849_SETTING: 80 = SET IN A BOULDER
 DU1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1849+STABILITY: SURFACE MOTION
 DU1849
 DU1849  HISTORY     - Date     Condition        Report By
 DU1849  HISTORY     - 1946     MONUMENTED       USGS
 DU1849  HISTORY     - 1966     GOOD             USGS
 DU1849
 DU1849                          STATION DESCRIPTION
 DU1849
 DU1849'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1849'LOCATED ABOUT 30 MI NE. OF GLOBE, ABOUT 6 MI SE. OF REGAL MINE,
 DU1849'ABOUT 1 MI E. OF SENECA (APACHE REST).  ON NORTHERNMOST EDGE AND
 DU1849'HIGHEST POINT OF N.-S., ROCKY RIDGE.
 DU1849'
 DU1849'TO REACH FROM GLOBE POST OFFICE, DRIVE 35.85 MI E. ON U.S. HWY.
 DU1849'60 TO SENECA.  CONTINUE ON U.S. HWY. 60 0.35 MI N.  TURN RIGHT ON
 DU1849'DIRT RD. 0.4 MI E. TO GRAVEL PIT AND END OF TRUCK TRAVEL.  GO ON
 DU1849'FOOT ABOUT 1.5 MI E. TO SUMMIT OF N.-S., ROCKY RIDGE AND STATION.
 DU1849'A 45-MINUTE PACK.
 DU1849'
 DU1849'STATION MARK--STANDARD TABLET STAMPED---SENECA 1946---, CEMENTED IN
 DU1849'LARGE BOULDER.
 DU1849'
 DU1849'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BOULDER.
 DU1849'
 DU1849'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN BOULDER.
 DU1849
 DU1849                          STATION RECOVERY (1966)
 DU1849
 DU1849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DU1849'RECOVERED AS DESCRIBED BY USGS.
 DU1849'
 DU1849'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0321 ***********************************************************************
 DU0321  DESIGNATION -  SENECA AZ MK
 DU0321  PID         -  DU0321
 DU0321  STATE/COUNTY-  AZ/GILA
 DU0321  USGS QUAD   -  MULE HOOF BEND (1988)
 DU0321
 DU0321                         *CURRENT SURVEY CONTROL
 DU0321  ___________________________________________________________________
 DU0321* NAD 83(1986)-  33 45 56.     (N)    110 30 38.     (W)     SCALED    
 DU0321* NAVD 88     -      1470.285  (meters)    4823.76   (feet)  ADJUSTED  
 DU0321  ___________________________________________________________________
 DU0321  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DU0321  DYNAMIC HT  -        1468.236 (meters)    4817.04  (feet)  COMP
 DU0321  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 DU0321
 DU0321  VERT ORDER  -  FIRST     CLASS II
 DU0321
 DU0321.The horizontal coordinates were scaled from a topographic map and have
 DU0321.an estimated accuracy of +/- 6 seconds.
 DU0321
 DU0321.The orthometric height was determined by differential leveling
 DU0321.and adjusted in June 1991.
 DU0321
 DU0321.The geoid height was determined by GEOID03.
 DU0321
 DU0321.The dynamic height is computed by dividing the NAVD 88
 DU0321.geopotential number by the normal gravity value computed on the
 DU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0321.degrees latitude (g = 980.6199 gals.).
 DU0321
 DU0321.The modeled gravity was interpolated from observed gravity values.
 DU0321
 DU0321;                    North         East    Units  Estimated Accuracy
 DU0321;SPC AZ E     -   306,710.      181,510.      MT  (+/- 180 meters Scaled)
 DU0321
 DU0321                          SUPERSEDED SURVEY CONTROL
 DU0321
 DU0321  NGVD 29 (??/??/92) 1469.631  (m)         4821.61   (f) ADJ UNCH    1 2
 DU0321
 DU0321.Superseded values are not recommended for survey control.
 DU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0321.See file dsdata.txt to determine how the superseded data were derived.
 DU0321
 DU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC453362(NAD 83)
 DU0321_MARKER: DZ = AZIMUTH MARK DISK
 DU0321_SETTING: 80 = SET IN A BOULDER
 DU0321_SP_SET: BOULDER
 DU0321_STAMPING: SENECA 1958
 DU0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0321+STABILITY: SURFACE MOTION
 DU0321
 DU0321  HISTORY     - Date     Condition        Report By
 DU0321  HISTORY     - 1958     MONUMENTED       CGS
 DU0321  HISTORY     - 1960     GOOD             NGS
 DU0321  HISTORY     - 1979     GOOD             NGS
 DU0321  HISTORY     - 19960918 GOOD             USPSQD
 DU0321
 DU0321                          STATION DESCRIPTION
 DU0321
 DU0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DU0321'0.8 MI N FROM SENECA.
 DU0321'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77 AND
 DU0321'789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, IN THE
 DU0321'TOP OF A BOULDER, 104 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2
 DU0321'1/2 FEET EAST OF A FENCE, 1.2 FEET EAST OF A WHITE WOODEN WITNESS
 DU0321'POST, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0321
 DU0321                          STATION RECOVERY (1979)
 DU0321
 DU0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0321'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0321'IN SALT RIVER CANYON, 0.1 MILE SOUTH OF MILE POST 388, SET IN THE
 DU0321'TOP OF A BOULDER, 153 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A
 DU0321'SIGN (SENECA), 104 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2.5
 DU0321'FEET EAST OF A RIGHT OF WAY FENCE AND 1.2 FEET EAST OF A WOODEN
 DU0321'WITNESS POST.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES
 DU0321'NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0321'THE MARK IS 2.5 FT  S FROM A WITNESS POST.
 DU0321'THE MARK IS 20 FT ABOVE THE HIGHWAY.
 DU0321
 DU0321                          STATION RECOVERY (1996)
 DU0321
 DU0321'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1393 ***********************************************************************
 DA1393  DESIGNATION -  SENT
 DA1393  PID         -  DA1393
 DA1393  STATE/COUNTY-  AZ/MARICOPA
 DA1393  USGS QUAD   -  SENTINEL (1986)
 DA1393
 DA1393                         *CURRENT SURVEY CONTROL
 DA1393  ___________________________________________________________________
 DA1393* NAD 83(1992)-  32 50 32.34654(N)    113 11 44.58384(W)     ADJUSTED  
 DA1393* NAVD 88     -       256.6    (meters)     842.     (feet)  VERTCON   
 DA1393  ___________________________________________________________________
 DA1393  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DA1393  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DA1393  HORZ ORDER  -  FIRST
 DA1393
 DA1393.The horizontal coordinates were established by classical geodetic methods
 DA1393.and adjusted by the National Geodetic Survey in August 1993.
 DA1393
 DA1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1393
 DA1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1393
 DA1393.The geoid height was determined by GEOID03.
 DA1393
 DA1393;                    North         East     Units Scale Factor Converg.
 DA1393;SPC AZ C     -   204,990.808    93,624.246   MT  1.00007672   -0 41 37.5
 DA1393;SPC AZ C     -   672,542.02    307,166.16   iFT  1.00007672   -0 41 37.5
 DA1393;UTM  12      - 3,635,942.705   294,500.249   MT  1.00012074   -1 11 28.4
 DA1393
 DA1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1393!SPC AZ C     -   0.99996471  x   1.00007672  =   1.00004143
 DA1393!UTM  12      -   0.99996471  x   1.00012074  =   1.00008544
 DA1393
 DA1393|---------------------------------------------------------------------|
 DA1393| PID    Reference Object                     Distance      Geod. Az  |
 DA1393|                                                           dddmmss.s |
 DA1393| CH3325 SENT RM 1                             6.303 METERS 09456     |
 DA1393| CH3326 SENT RM 2                             6.430 METERS 18904     |
 DA1393| CH4464 I8 ROW DISK                                        3293924.0 |
 DA1393|---------------------------------------------------------------------|
 DA1393
 DA1393                          SUPERSEDED SURVEY CONTROL
 DA1393
 DA1393  NAD 83(1986)-  32 50 32.34093(N)    113 11 44.58997(W) AD(       ) 1
 DA1393  NAD 27      -  32 50 32.16131(N)    113 11 41.93361(W) AD(       ) 1
 DA1393  NGVD 29 (07/19/86)  256.0    (m)          840.     (f) VERT ANG    3  
 DA1393
 DA1393.Superseded values are not recommended for survey control.
 DA1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1393.See file dsdata.txt to determine how the superseded data were derived.
 DA1393
 DA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9450035943(NAD 83)
 DA1393_MARKER: DS = TRIANGULATION STATION DISK
 DA1393_SETTING: 66 = SET IN ROCK OUTCROP
 DA1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1393+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 DA1393
 DA1393  HISTORY     - Date     Condition        Report By
 DA1393  HISTORY     - 1971     MONUMENTED       NGS
 DA1393  HISTORY     - 1981     GOOD             NGS
 DA1393  HISTORY     - 20050205 GOOD             GEOCAC
 DA1393
 DA1393                          STATION DESCRIPTION
 DA1393
 DA1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1393'THE STATION IS LOCATED ABOUT 29 MILES WEST OF GILA BEND, 20 MILES
 DA1393'EAST OF DATELAND, 1.5 MILES SOUTHEAST OF THE SMALL VILLAGE OF
 DA1393'SENTINEL, 0.5 MILE NORTHWEST OF AN ABANDONED RADAR SITE ON THE
 DA1393'MILITARY RESERVATION.  THE PROPERTY IS OWNED BY THE U.S.
 DA1393'GOVERNMENT, PHONE NUMBER 683-2421, GILA BEND AIR FORCE BASE.
 DA1393'
 DA1393'TO REACH THE STATION FROM THE SOUTH END OF THE OVERPASS AT THE
 DA1393'SENTINEL EXIT ON INTERSTATE HIGHWAY 8 ABOUT 30 MILES WEST OF GILA
 DA1393'BEND GO SOUTH ON THE GRAVELED ROAD, CROSSING A CATTLE GUARD AND
 DA1393'RAILROAD TRACK, FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 DA1393'SOUTHEAST ON THE BLADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE
 DA1393'RIGHT FORK AND GO SOUTH TOWARD THE HILL AND A STEEL TOWER FOR
 DA1393'0.7 MILE TO A DIM FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST
 DA1393'ON THE DIM TRACK ROAD FOR 0.2 MILE TO A POWER LINE AND A
 DA1393'T-INTERSECTION.  TURN RIGHT AND GO WEST-NORTHWEST ON THE BLADED
 DA1393'ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 DA1393'HIGHEST POINT OF THE SOUTH END OF THE HILL.
 DA1393'
 DA1393'THE STATION MARK IS A STANDARD DISK STAMPED SENT 1971, CEMENTED IN
 DA1393'A DRILL HOLE IN A 4 X 8 FOOT BEDROCK OUTCROP THAT IS FLUSH WITH THE
 DA1393'GROUND SURFACE.  IT IS 28.8 FEET SOUTHWEST OF A METAL PIPE SET IN A
 DA1393'CONCRETE SLAB AND 10.5 FEET NORTHEAST OF A METAL WITNESS POST
 DA1393'WITH SIGN.
 DA1393'
 DA1393'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SENT NO 1 1971, CEMENTED
 DA1393'IN A DRILL HOLE IN A BOULDER THAT IS 3 FEET SQUARE AND PROJECTS 12
 DA1393'INCHES ABOVE THE GROUND SURFACE.  IT IS 30.7 FEET EAST-NORTHEAST OF
 DA1393'A METAL WITNESS POST WITH SIGN AND 8 FEET WEST OF A METAL PIPE
 DA1393'SET IN A CONCRETE SLAB.
 DA1393'
 DA1393'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SENT NO 2 1971, CEMENTED
 DA1393'IN A DRILL HOLE IN A BOULDER THAT IS 2 FEET WIDE AND 1 FOOT THICK,
 DA1393'IT PROJECTS 3 FEET ON THE SOUTH SIDE.  IT IS 36.6 FEET SOUTHWEST OF
 DA1393'THE METAL PIPE SET IN A CONCRETE SLAB AND 21.9 FEET SOUTHEAST OF A
 DA1393'METAL WITNESS POST WITH SIGN.
 DA1393'
 DA1393'THE ARIZONA STATE HIGHWAY DEPARTMENT DISK, USED FOR AN AZIMUTH MARK
 DA1393'IS UNSTAMPED, IT IS SET IN THE TOP OF A 8-INCH PIPE FILLED WITH
 DA1393'CONCRETE THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DA1393'98 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE
 DA1393'HIGHWAY 8, 65 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET WEST OF
 DA1393'A WHITE ANGLE-IRON WITNESS POST, 1.5 FEET EAST OF A RIGHT-OF-WAY
 DA1393'FENCE CORNER AND THE NORTH ONE OF 2 SIMILAR MARKS AT A JOG IN THE
 DA1393'RIGHT-OF-WAY FENCE.
 DA1393
 DA1393                          STATION RECOVERY (1981)
 DA1393
 DA1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1393'RECOVERED AS DESCRIBED.
 DA1393
 DA1393                          STATION RECOVERY (2005)
 DA1393
 DA1393'RECOVERY NOTE BY GEOCACHING 2005 (RHT)
 DA1393'APPROACHED FROM THE SOUTH FACE OF THE HILL. PRECEEDED AS DESCRIBED
 DA1393'FROM THE CONCRETE SLAB WITH THE METAL PIPE. MY GPS INDICATED N 32
 DA1393'50.539 W 113  11.744.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1175 ***********************************************************************
 DA1175  FBN         -  This is a Federal Base Network Control Station.
 DA1175  DESIGNATION -  SENTINAL RESET
 DA1175  PID         -  DA1175
 DA1175  STATE/COUNTY-  AZ/MARICOPA
 DA1175  USGS QUAD   -  SENTINEL (1986)
 DA1175
 DA1175                         *CURRENT SURVEY CONTROL
 DA1175  ___________________________________________________________________
 DA1175* NAD 83(2007)-  32 51 27.18956(N)    113 13 04.52032(W)     ADJUSTED  
 DA1175* NAVD 88     -       213.085  (meters)     699.10   (feet)  ADJUSTED  
 DA1175  ___________________________________________________________________
 DA1175  EPOCH DATE  -        2007.00
 DA1175  X           -  -2,114,336.892 (meters)                     COMP
 DA1175  Y           -  -4,928,858.996 (meters)                     COMP
 DA1175  Z           -   3,440,797.069 (meters)                     COMP
 DA1175  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DA1175  ELLIP HEIGHT-         181.207 (meters)          (02/10/07) ADJUSTED
 DA1175  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA1175  DYNAMIC HT  -         212.838 (meters)     698.29  (feet)  COMP
 DA1175
 DA1175  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA1175  Type    PID    Designation                      North   East  Ellip
 DA1175  -------------------------------------------------------------------
 DA1175  NETWORK DA1175 SENTINAL RESET                    0.29   0.25   0.76
 DA1175  -------------------------------------------------------------------
 DA1175  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DA1175
 DA1175  VERT ORDER  -  FIRST     CLASS II
 DA1175
 DA1175.The horizontal coordinates were established by GPS observations
 DA1175.and adjusted by the National Geodetic Survey in February 2007.
 DA1175
 DA1175.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA1175.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA1175.The horizontal coordinates are valid at the epoch date displayed above.
 DA1175.The epoch date for horizontal control is a decimal equivalence
 DA1175.of Year/Month/Day.
 DA1175
 DA1175.The orthometric height was determined by differential leveling
 DA1175.and adjusted in June 1991.
 DA1175
 DA1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA1175
 DA1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1175
 DA1175.The ellipsoidal height was determined by GPS observations
 DA1175.and is referenced to NAD 83.
 DA1175
 DA1175.The geoid height was determined by GEOID03.
 DA1175
 DA1175.The dynamic height is computed by dividing the NAVD 88
 DA1175.geopotential number by the normal gravity value computed on the
 DA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1175.degrees latitude (g = 980.6199 gals.).
 DA1175
 DA1175.The modeled gravity was interpolated from observed gravity values.
 DA1175
 DA1175;                    North         East     Units Scale Factor Converg.
 DA1175;SPC AZ C     -   206,705.707    91,566.280   MT  1.00008285   -0 42 21.9
 DA1175;SPC AZ C     -   678,168.33    300,414.30   iFT  1.00008285   -0 42 21.9
 DA1175;SPC AZ W     -   206,087.584   263,161.096   MT  0.99996390   +0 17 19.3
 DA1175;SPC AZ W     -   676,140.37    863,389.42   iFT  0.99996390   +0 17 19.3
 DA1175;UTM  12      - 3,637,675.491   292,457.159   MT  1.00013114   -1 12 13.6
 DA1175
 DA1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1175!SPC AZ C     -   0.99997155  x   1.00008285  =   1.00005440
 DA1175!SPC AZ W     -   0.99997155  x   0.99996390  =   0.99993545
 DA1175!UTM  12      -   0.99997155  x   1.00013114  =   1.00010269
 DA1175
 DA1175|---------------------------------------------------------------------|
 DA1175| PID    Reference Object                     Distance      Geod. Az  |
 DA1175|                                                           dddmmss.s |
 DA1175| DA0818 SENTINAL RM 1                        11.577 METERS 15007     |
 DA1175| DA1392 SENTINAL POINT A                     16.013 METERS 17743     |
 DA1175| DA0738 693                                  53.519 METERS 23612     |
 DA1175| DA0817 D 353                                              2624629.1 |
 DA1175|---------------------------------------------------------------------|
 DA1175
 DA1175                          SUPERSEDED SURVEY CONTROL
 DA1175
 DA1175  ELLIP H (09/30/99)  181.241  (m)                       GP(       ) 3 1
 DA1175  NAD 83(1986)-  32 51 27.18306(N)    113 13 04.52617(W) AD(       ) B
 DA1175  NAD 83(1992)-  32 51 27.18857(N)    113 13 04.51999(W) AD(       ) A
 DA1175  ELLIP H (09/30/92)  181.258  (m)                       GP(       ) 2 1
 DA1175  NAD 83(1986)-  32 51 27.18306(N)    113 13 04.52617(W) AD(       ) 1
 DA1175  NAD 27      -  32 51 27.00590(N)    113 13 01.86680(W) AD(       ) 1
 DA1175  NAVD 88 (09/30/92)  213.09   (m)          699.1    (f) LEVELING    3  
 DA1175  NGVD 29 (07/19/86)  212.48   (m)          697.1    (f) LEVELING    3  
 DA1175
 DA1175.Superseded values are not recommended for survey control.
 DA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1175.See file dsdata.txt to determine how the superseded data were derived.
 DA1175
 DA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9245737675(NAD 83)
 DA1175_MARKER: DD = SURVEY DISK
 DA1175_SETTING: 66 = SET IN ROCK OUTCROP
 DA1175_SP_SET: ROCK OUTCROP
 DA1175_STAMPING: SENTINAL 1960 1971
 DA1175_MARK LOGO: NGS   
 DA1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1175+STABILITY: POSITION/ELEVATION WELL
 DA1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1175+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1175
 DA1175  HISTORY     - Date     Condition        Report By
 DA1175  HISTORY     - 1960     MONUMENTED       NGS
 DA1175  HISTORY     - 1971     MARK NOT FOUND   NGS
 DA1175  HISTORY     - 1980     GOOD             NGS
 DA1175  HISTORY     - 1981     GOOD             NGS
 DA1175  HISTORY     - 19920127 GOOD             NGS
 DA1175  HISTORY     - 19980916 GOOD             AZ-013
 DA1175  HISTORY     - 19981109 GOOD             NGS
 DA1175  HISTORY     - 20000412 GOOD             MCDOT
 DA1175  HISTORY     - 20060128 GOOD             USPSQD
 DA1175  HISTORY     - 20060128 GOOD             USPSQD
 DA1175
 DA1175                          STATION DESCRIPTION
 DA1175
 DA1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 (WWH)
 DA1175'THE STATION IS 0.4 MILE WEST OF THE SENTINEL POST OFFICE, 0.4
 DA1175'MILE EAST OF HIGHWAY MILEPOST 84, 86.5 FEET SOUTH OF THE CENTER
 DA1175'LINE OF U.S. HIGHWAY 80 AND 6.5 FEET SOUTHEAST OF A METAL
 DA1175'WITNESS POST WITH SIGN ATTACHED.
 DA1175'
 DA1175'THE STATION MARK, STAMPED SENTINAL 1960, IS A STANDARD DISK
 DA1175'SET IN CEMENT IN A DRILL HOLE IN A NATURALLY EMBEDDED BOULDER
 DA1175'PROJECTING 2 INCHES.
 DA1175'
 DA1175'REFERENCE MARK 1, STAMPED SENTINAL NO 1 1960, IS A STANDARD
 DA1175'DISK SET IN CEMENT IN A DRILL HOLE IN A LARGE FLAT BOULDER
 DA1175'PROJECTING 8 INCHES AND IS ABOUT 1-FOOT LOWER THAN THE STATION
 DA1175'MARK.
 DA1175'
 DA1175'REFERENCE MARK 2, UNSTAMPED, IS A STANDARD USGS BENCH MARK
 DA1175'DISK FIXED TO THE TOP OF A 4-INCH IRON PIPE PROJECTING 4 INCHES.
 DA1175'IT IS 7-1/2 POLES WEST OF RAILROAD MILEPOST 826, 84.5 FEET
 DA1175'NORTH OF THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD
 DA1175'AND 2 FEET EAST OF A WOODEN WITNESS POST.
 DA1175'
 DA1175'THE AZIMUTH MARK, STAMPED D 353 1960, IS A STANDARD BENCH MARK
 DA1175'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 10 INCHES.
 DA1175'IT IS 0.6 MILE WEST OF THE STATION, 112 FEET SOUTH OF THE
 DA1175'CENTER LINE OF U.S. HIGHWAY 80 AND 3 FEET SOUTH OF A METAL
 DA1175'WITNESS POST WITH SIGN ATTACHED.
 DA1175
 DA1175                          STATION RECOVERY (1971)
 DA1175
 DA1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1175'THE STATION MARK WAS NOT RECOVERED, THE DISK WAS CUT OFF BUT THE STEM
 DA1175'OF THE MARK WAS FOUND AND A NEW DISK SET IN THE SAME HOLE.
 DA1175'REFERENCE MARK 1, THE USGS BM (RM 2) AND THE BENCH MARK, (AZIMUTH
 DA1175'MARK) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  SHORTER
 DA1175'DISTANCES OF 0.007 METER TO REFERENCE MARK 1 AND 0.046 METER TO
 DA1175'REFERENCE MARK 2 WERE NOTED AND VERIFIED AT THIS TIME.  THE
 DA1175'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1960
 DA1175'DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA1175'
 DA1175'THE STATION IS LOCATED ABOUT 30 MILES WEST OF GILA BEND, 19 MILES
 DA1175'EAST OF DATELAND 0.3 MILE WEST OF THE SMALL VILLAGE OF SENTINEL AND
 DA1175'ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8.
 DA1175'
 DA1175'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT THE SENTINEL
 DA1175'EXIT ON INTERSTATE HIGHWAY 8 ABOUT 30 MILES WEST OF GILA BEND, GO
 DA1175'WEST ON INTERSTATE HIGHWAY 8 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DA1175'
 DA1175'THE STATION MARK IS A STANDARD DISK STAMPED SENTINAL 1960 1971,
 DA1175'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED 12X18 INCHES
 DA1175'AND FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET SOUTH OF THE
 DA1175'CENTER OF THE EXIT SIGN, 53 FEET WEST OF THE END OF A CHAINLINK
 DA1175'FENCE, 9.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN SET IN A
 DA1175'RIGHT-OF-WAY FENCE AND ABOUT 5 FEET HIGHER THAN THE EXIT ROAD.
 DA1175'
 DA1175'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SENTINAL NO 1 1960,
 DA1175'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 3 FEET LONG AND 2 FEET
 DA1175'WIDE.  IT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 29
 DA1175'FEET EAST-SOUTHEAST OF THE METAL WITNESS POST WITH SIGN SET IN THE
 DA1175'RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS THE
 DA1175'STATION.
 DA1175'
 DA1175'THE U S GEOLOGICAL SURVEY BENCH MARK USED AS REFERENCE MARK 2 IS
 DA1175'UNSTAMPED, IT IS A BRASS CAN RIVETED TO THE TOP OF A 4-INCH IRON
 DA1175'PIPE SET IN CONCRETE THAT PROJECTS 4 INCHES ABOVE THE GROUND
 DA1175'SURFACE.  IT IS 82 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 DA1175'TRACK, 70 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST OF A
 DA1175'4X4 WOODEN WITNESS POST AND 1 FOOT NORTH-NORTHWEST OF A
 DA1175'SMALL IRON ROD THAT PROJECTS 1 FOOT.
 DA1175'
 DA1175'THE BENCH MARK, USED AS THE AZIMUTH MARK IS A STANDARD DISK STAMPED
 DA1175'D 353 1960, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 DA1175'INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 DA1175'IT IS 115 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE, 4.5
 DA1175'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 3 FEET SOUTH OF A
 DA1175'METAL WITNESS POST WITH SIGN.
 DA1175'
 DA1175'TO REACH THE BENCH MARK (AZIMUTH MARK) FROM THE STATION CONTINUE WEST
 DA1175'ON INTERSTATE HIGHWAY 8 FOR 0.7 MILE TO THE MARK ON THE LEFT.
 DA1175'
 DA1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE WEST OF
 DA1175'SENTINEL.
 DA1175
 DA1175                          STATION RECOVERY (1980)
 DA1175
 DA1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1175'0.5 KM (0.3 MI) SW FROM SENTINEL.
 DA1175'THE MARK IS 0.6 M ABOVE THE TRACKS.
 DA1175'0.5 KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1175'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.25 KM (0.15
 DA1175'MI) SOUTHWEST OF RAILROAD MILEPOLE 826, SET IN TOP OF BEDROCK ON THE
 DA1175'SOUTHEAST INTERSTATE RIGHT-OF-WAY, 47.9 METERS (157 FT) NORTH OF THE
 DA1175'NORTH RAIL, 26.4 METERS (86.5 FT) SOUTH OF THE CENTERLINE OF THE EAST-
 DA1175'BOUND LANES OF THE HIGHWAY, 19.2 METERS (63.0 FT) SOUTHWEST OF THE
 DA1175'CENTER OF AN EXIT SIGN, 16.2 METERS (53.0 FT) WEST OF THE WEST END OF
 DA1175'A CHAIN LINK RIGHT-OF-WAY FENCE LINE.
 DA1175'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 DA1175
 DA1175                          STATION RECOVERY (1981)
 DA1175
 DA1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1175'THE STATION WAS RECOVERED AS DESCRIBED IN 1960.
 DA1175
 DA1175                          STATION RECOVERY (1992)
 DA1175
 DA1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DA1175'THE STATION IS LOCATED ABOUT 50 KM (31.1 MI) WEST OF GILA BEND, JUST
 DA1175'WEST OF EXIT 87 OF INTERSTATE HIGHWAY 8 AT THE SENTINEL COMMUNITY, ON
 DA1175'THE SOUTH RIGHT-OF-WAY OF HIGHWAY 8, AT MILE 86.75, AT POINT WHERE
 DA1175'THE EASTBOUND EXIT RAMP LEAVES THE HIGHWAY.  OWNERSHIP--STATE
 DA1175'DEPARTMENT OF TRANSPORTATION.
 DA1175'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 8 OVERPASS AT EXIT 87
 DA1175'AT SENTINEL, GO WEST ON HIGHWAY 8 FOR 0.38 KM (0.24 MI) TO THE
 DA1175'ENTRANCE RAMP ON THE RIGHT AND THE STATION ON THE LEFT, ACROSS THE
 DA1175'MEDIAN.  CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO END OF RIDGE IN
 DA1175'MEDIAN ON THE LEFT.  TURN LEFT ACROSS MEDIAN, THEN GO EAST ON HIGHWAY
 DA1175'8 FOR 0.10 KM (0.06 MI) TO THE EXIT RAMP ON THE RIGHT.  BEAR RIGHT ON
 DA1175'RAMP FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 DA1175'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN A 0.3 M
 DA1175'(1.0 FT) X 0.5 M (1.6 FT) FLAT BASALT OUTCROP.  LOCATED 27.1 M
 DA1175'(88.9 FT) SOUTH OF AND 1 M (3.3 FT) HIGHER THAN THE CENTER OF THE
 DA1175'EASTBOUND HIGHWAY LANES, 19.5 M (64.0 FT) SOUTHEAST OF MILEPOST 87A,
 DA1175'15.2 M (49.9 FT) WEST-NORTHWEST OF THE WEST END OF A SECTION OF
 DA1175'CHAINLINK RIGHT-OF-WAY FENCE, 2.9 M (9.5 FT) NORTH OF A WITNESS SIGN
 DA1175'ON BARBED WIRE FENCE POST AND 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF A
 DA1175'METAL WITNESS POST.
 DA1175
 DA1175                          STATION RECOVERY (1998)
 DA1175
 DA1175'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998
 DA1175'RECOVERED AS DESCRIBED.
 DA1175
 DA1175                          STATION RECOVERY (1998)
 DA1175
 DA1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DA1175'THE STATION IS LOCATED ON THE SOUTH SIDE OF INTERSTATE HIGHWAY 8 AT
 DA1175'(EXIT 87), ON THE NORTH SIDE OF THE INTERSTATE RIGHT-OF-WAY FENCE, AT
 DA1175'THE BEGINNING OF THE EASTBOUND EXIT RAMP FOR THE SMALL TOWN OF
 DA1175'SENTINEL, ABOUT 50 KM (31.05 MI) WEST OF GILA BEND. OWNERSHIP--ARIZONA
 DA1175'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DA1175'OF SENTINEL ROAD AND THE WESTBOUND ENTRANCE RAMP FOR INTERSTATE
 DA1175'HIGHWAY 8 (EXIT 87) IN SENTINEL, GO WEST ON THE ENTRANCE RAMP FOR 0.16
 DA1175'KM (0.10 MI) TO ITS JUNCTION WITH INTERSTATE HIGHWAY 8.  CONTINUE
 DA1175'AHEAD, WEST ON INTERSTATE HIGHWAY 8 FOR 0.16 KM (0.10 MI) TO AN
 DA1175'EMERGENCY VEHICLE ACCESS ROAD IN THE MEDIAN (AT A HIGHWAY SIGN, NO U
 DA1175'TURN).  TURN LEFT, SOUTH ON THE ROAD FOR ABOUT 15.24 M (50.00 FT) TO
 DA1175'THE EASTBOUND LANES OF INTERSTATE HIGHWAY 8.  TURN LEFT, EAST ON
 DA1175'INTERSTATE HIGHWAY 8 AND GO 0.16 KM (0.10 MI) TO THE EXIT RAMP.  BEAR
 DA1175'RIGHT ON THE EXIT RAMP FOR ABOUT 30.48 M (100.00 FT) TO THE STATION ON
 DA1175'THE RIGHT, ABOUT 1.22 M (4.00 FT) ABOVE THE ENTRANCE RAMP.  THE
 DA1175'STATION IS A CGS DISK SET IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS
 DA1175'27.13 M (89.01 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE
 DA1175'INTERSTATE HIGHWAY, 19.5 M (64.0 FT) SOUTHEAST OF MILEPOST 87A, 2.9 M
 DA1175'(9.5 FT) NORTH OF THE BARBED WIRE RIGHT-OF-WAY FENCE AND 1.8 M (5.9
 DA1175'FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 DA1175
 DA1175                          STATION RECOVERY (2000)
 DA1175
 DA1175'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA1175'RECOVERED AS DESCRIBED
 DA1175'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DA1175'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DA1175
 DA1175                          STATION RECOVERY (2006)
 DA1175
 DA1175'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1175'RECOVERED AS DESCRIBED.
 DA1175
 DA1175                          STATION RECOVERY (2006)
 DA1175
 DA1175'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1175'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0818 ***********************************************************************
 DA0818  DESIGNATION -  SENTINAL RM 1
 DA0818  PID         -  DA0818
 DA0818  STATE/COUNTY-  AZ/MARICOPA
 DA0818  USGS QUAD   -  SENTINEL (1986)
 DA0818
 DA0818                         *CURRENT SURVEY CONTROL
 DA0818  ___________________________________________________________________
 DA0818* NAD 83(1986)-  32 51 27.     (N)    113 13 04.     (W)     SCALED    
 DA0818* NAVD 88     -       212.868  (meters)     698.38   (feet)  ADJUSTED  
 DA0818  ___________________________________________________________________
 DA0818  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA0818  DYNAMIC HT  -         212.622 (meters)     697.58  (feet)  COMP
 DA0818  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DA0818
 DA0818  VERT ORDER  -  FIRST     CLASS II
 DA0818
 DA0818.The horizontal coordinates were scaled from a topographic map and have
 DA0818.an estimated accuracy of +/- 6 seconds.
 DA0818
 DA0818.The orthometric height was determined by differential leveling
 DA0818.and adjusted in June 1991.
 DA0818
 DA0818.The geoid height was determined by GEOID03.
 DA0818
 DA0818.The dynamic height is computed by dividing the NAVD 88
 DA0818.geopotential number by the normal gravity value computed on the
 DA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0818.degrees latitude (g = 980.6199 gals.).
 DA0818
 DA0818.The modeled gravity was interpolated from observed gravity values.
 DA0818
 DA0818;                    North         East    Units  Estimated Accuracy
 DA0818;SPC AZ C     -   206,700.       91,580.      MT  (+/- 180 meters Scaled)
 DA0818
 DA0818                          SUPERSEDED SURVEY CONTROL
 DA0818
 DA0818  NGVD 29 (??/??/92)  212.264  (m)          696.40   (f) ADJ UNCH    1 2
 DA0818
 DA0818.Superseded values are not recommended for survey control.
 DA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0818.See file dsdata.txt to determine how the superseded data were derived.
 DA0818
 DA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB924376(NAD 83)
 DA0818_MARKER: DR = REFERENCE MARK DISK
 DA0818_SETTING: 80 = SET IN A BOULDER
 DA0818_SP_SET: BOULDER
 DA0818_STAMPING: SENTINAL NO 1 1960
 DA0818_MARK LOGO: CGS   
 DA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0818+STABILITY: SURFACE MOTION
 DA0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0818+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0818
 DA0818  HISTORY     - Date     Condition        Report By
 DA0818  HISTORY     - 1960     MONUMENTED       CGS
 DA0818  HISTORY     - 1971     GOOD             NGS
 DA0818  HISTORY     - 1980     GOOD             NGS
 DA0818  HISTORY     - 1980     GOOD             NGS
 DA0818  HISTORY     - 20060128 GOOD             USPSQD
 DA0818  HISTORY     - 20060128 GOOD             USPSQD
 DA0818
 DA0818                          STATION DESCRIPTION
 DA0818
 DA0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0818'0.3 MI W FROM SENTINEL.
 DA0818'0.3 MILE WEST ALONG INTERSTATE HIGHWAY 8 FROM THE CENTER OF THE
 DA0818'OVERPASS AT THE SENTINEL EXIT, 29 FEET EAST-SOUTHEAST OF A METAL
 DA0818'WITNESS POST WITH SIGN SET IN THE RIGHT-OF-WAY FENCE, CEMENTED IN A
 DA0818'DRILL HOLE IN A BOULDER 3 FEET LONG AND 2 FEET WIDE PROJECTING 6
 DA0818'INCHES.
 DA0818
 DA0818                          STATION RECOVERY (1980)
 DA0818
 DA0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0818'0.5 KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0818'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.25 KM (0.15
 DA0818'MI) SOUTHWEST OF RAILROAD MILEPOLE 826, 38.6 METERS (126.5 FT) NORTH
 DA0818'OF THE NORTH RAIL, 53.9 METERS (177.4 FT) NORTHEAST OF BENCH MARK 693
 DA0818'USGS, 11.6 METERS (38.0 FT) SOUTHEAST OF TRIANGULATION STATION
 DA0818'SENTINAL 1960 1971, 6.4 METERS (21.0 FT) SOUTH OF THE SOUTHEAST
 DA0818'HIGHWAY RIGHT-OF-WAY FENCE.
 DA0818'THE MARK IS 8.8 METERS  SE FROM A WITNESS POST.
 DA0818'THE MARK IS 0.6 M ABOVE THE TRACKS.
 DA0818
 DA0818                          STATION RECOVERY (1980)
 DA0818
 DA0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0818'0.5 KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0818'CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.25 KM (0.15
 DA0818'MI) SOUTHWEST OF RAILROAD MILEPOLE 826, 38.6 METERS (126.5 FT) NORTH
 DA0818'OF THE NORTH RAIL, 53.9 METERS (177.4 FT) NORTHEAST OF BENCH MARK 693
 DA0818'USGS, 11.6 METERS (38.0 FT) SOUTHEAST OF TRIANGULATION STATION
 DA0818'SENTINAL 1960 1971, 6.4 METERS (21.0 FT) SOUTH OF THE SOUTHEAST
 DA0818'HIGHWAY RIGHT-OF-WAY FENCE.
 DA0818'THE MARK IS 8.8 METERS  SE FROM A WITNESS POST.
 DA0818'THE MARK IS 0.6 M ABOVE THE TRACKS.
 DA0818
 DA0818                          STATION RECOVERY (2006)
 DA0818
 DA0818'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0818'RECOVERED AS DESCRIBED.
 DA0818
 DA0818                          STATION RECOVERY (2006)
 DA0818
 DA0818'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0818'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1104 ***********************************************************************
 CY1104  DESIGNATION -  SETH
 CY1104  PID         -  CY1104
 CY1104  STATE/COUNTY-  AZ/GRAHAM
 CY1104  USGS QUAD   -  DRY MOUNTAIN (1966)
 CY1104
 CY1104                         *CURRENT SURVEY CONTROL
 CY1104  ___________________________________________________________________
 CY1104* NAD 83(1992)-  32 44 51.34038(N)    109 24 11.03415(W)     ADJUSTED  
 CY1104* NAVD 88     -      1181.3    (meters)    3876.     (feet)  VERTCON   
 CY1104  ___________________________________________________________________
 CY1104  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CY1104  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CY1104  HORZ ORDER  -  FIRST
 CY1104
 CY1104.The horizontal coordinates were established by classical geodetic methods
 CY1104.and adjusted by the National Geodetic Survey in August 1993.
 CY1104
 CY1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1104
 CY1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1104
 CY1104.The geoid height was determined by GEOID03.
 CY1104
 CY1104;                    North         East     Units Scale Factor Converg.
 CY1104;SPC AZ E     -   194,019.966   284,917.251   MT  0.99996312   +0 24 47.1
 CY1104;SPC AZ E     -   636,548.44    934,767.88   iFT  0.99996312   +0 24 47.1
 CY1104;UTM  12      - 3,624,433.829   649,610.421   MT  0.99987600   +0 51 50.4
 CY1104
 CY1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1104!SPC AZ E     -   0.99981872  x   0.99996312  =   0.99978184
 CY1104!UTM  12      -   0.99981872  x   0.99987600  =   0.99969474
 CY1104
 CY1104:                Primary Azimuth Mark                     Grid Az
 CY1104:SPC AZ E     -  SETH AZ MK                               080 15 43.0
 CY1104:UTM  12      -  SETH AZ MK                               079 48 39.7
 CY1104
 CY1104|---------------------------------------------------------------------|
 CY1104| PID    Reference Object                     Distance      Geod. Az  |
 CY1104|                                                           dddmmss.s |
 CY1104| CC8227 SETH AZ MK                                         0804030.1 |
 CY1104| CC8228 SETH RM 1                            11.843 METERS 10017     |
 CY1104| CC8229 SETH RM 2                            18.933 METERS 22119     |
 CY1104| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.43.2 KM 2553754.8 |
 CY1104| CY1221 SAFFORD WATER TANK                  APPROX.30.2 KM 2873047.7 |
 CY1104|---------------------------------------------------------------------|
 CY1104
 CY1104                          SUPERSEDED SURVEY CONTROL
 CY1104
 CY1104  NAD 83(1986)-  32 44 51.33546(N)    109 24 11.03081(W) AD(       ) 1
 CY1104  NAD 27      -  32 44 51.09300(N)    109 24 08.78100(W) AD(       ) 1
 CY1104  NGVD 29 (07/19/86) 1180.6    (m)         3873.     (f) VERT ANG    3  
 CY1104
 CY1104.Superseded values are not recommended for survey control.
 CY1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1104.See file dsdata.txt to determine how the superseded data were derived.
 CY1104
 CY1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4961024434(NAD 83)
 CY1104_MARKER: DS = TRIANGULATION STATION DISK
 CY1104_SETTING: 80 = SET IN A BOULDER
 CY1104_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CY1104
 CY1104  HISTORY     - Date     Condition        Report By
 CY1104  HISTORY     - 1945     MONUMENTED       CGS
 CY1104  HISTORY     - 1976     GOOD             NGS
 CY1104
 CY1104                          STATION DESCRIPTION
 CY1104
 CY1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1104'STATION IS LOCATED ABOUT 16-1/2 MILES (AIR LINE) SW OF GUTHRIE,
 CY1104'14 MILES (AIR LINE) ESE OF SOLOMONSVILLE, AND ABOUT 1/2 MILE
 CY1104'S OF U.S. HIGHWAY 70.  IT IS ON THE FIRST LOW ROCKY RIDGE S
 CY1104'OF THE HIGHWAY.
 CY1104'
 CY1104'TO REACH STATION FROM THE SOLOMONSVILLE POST OFFICE, GO E
 CY1104'AND S ON U.S. HIGHWAY 70 FOR 2.0 MILES TO THE JUNCTION OF
 CY1104'U.S. HIGHWAYS 70 AND 666, CONTINUE ON HIGHWAY 70 FOR 6.1 MILES
 CY1104'TO A GRAVEL ROAD LEADING TO THE RIGHT, CONTINUE ON THE HIGHWAY
 CY1104'FOR 5.0 MILES TO A CONCRETE BRIDGE, CONTINUE STRAIGHT AHEAD
 CY1104'ON THE HIGHWAY FOR 0.7 MILE, THIS IS JUST BEFORE COMING TO
 CY1104'ANOTHER BRIDGE THAT HAS NO RAILS ON IT, HERE TURN RIGHT JUST
 CY1104'BEFORE GOING ONTO THE BRIDGE, CROSS THE FENCE LINE, IT IS
 CY1104'DOWN AT THIS POINT, AND CONTINUE STRAIGHT AHEAD ACROSS AN
 CY1104'OLD ROAD UP TO THE CREST OF THE FIRST RIDGE, TURN LEFT ALONG
 CY1104'THE TOP OF THE RIDGE FOR 0.1 MILE TO THE STATION.
 CY1104'
 CY1104'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 CY1104'ABOUT 3 INCHES AND IS STAMPED SETH 1945.  IT IS SET AMONG
 CY1104'SMALL ROUND BOULDERS THAT COVER THE RATHER FLAT TOP OF THE
 CY1104'RIDGE AND IS ABOUT 100 FEET W OF THE HIGHEST POINT WHICH IS
 CY1104'FORMED BY A GROUP OF BOULDERS, THE STATION BEING ABOUT 2 FEET
 CY1104'LOWER THAN THE HIGHEST POINT.
 CY1104'
 CY1104'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1104'PROJECTING ABOUT 14 INCHES AND IS STAMPED SETH NO 1 1945.
 CY1104'IT IS E OF THE STATION AND ABOUT 1 FOOT HIGHER.
 CY1104'
 CY1104'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CY1104'PROJECTING ABOUT 10 INCHES AND IS STAMPED SETH NO 2 1945.
 CY1104'IT IS SW OF THE STATION AND ABOUT LEVEL WITH IT.
 CY1104'
 CY1104'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CY1104'ARIZONA HIGHWAY DEPT. ELEVATION 3796.61.  THE STATION NUMBER
 CY1104'AND THE DATE HAVE NOT BEEN STAMPED.  THE MARK IS SET IN THE
 CY1104'MIDDLE OF THE S CONCRETE ABUTMENT OF A RAILLESS BRIDGE ON
 CY1104'U.S. HIGHWAY 70.  IT IS REACHED BY CONTINUING, FROM THE
 CY1104'POINT OF TURNING RIGHT TO THE STATION, ON U.S. HIGHWAY 70
 CY1104'FOR 1.0 MILE TO THE BRIDGE, THE MARK BEING ON THE RIGHT OR
 CY1104'S SIDE.  THE MARK IS ABOUT 1 MILE E OF THE STATION.
 CY1104
 CY1104                          STATION RECOVERY (1976)
 CY1104
 CY1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1104'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CY1104'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  ANGLES AND
 CY1104'DISTANCES CHECK THE PUBLISHED DATA.
 CY1104'
 CY1104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 666 AND 70 WHICH
 CY1104'IS 10 MILES EAST OF SAFFORD, TRAVEL SOUTHEAST ON U.S. HWY. 70 TO
 CY1104'MILE POST 357.15 AND A GATE ON THE RIGHT.  PASS THROUGH GATE AND GO
 CY1104'0.07 MILE TO THE EL PASO GASLINE, TURN LEFT ON GAS LINE ROAD FOR
 CY1104'1.4 MILES TO A HIGH POINT ON THE GASLINE ROAD.  TURN RIGHT THROUGH
 CY1104'AN OPEN AREA TO THE TOP OF RIDGE AND STATION.
 CY1104'
 CY1104'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2008 ***********************************************************************
 DU2008  DESIGNATION -  SEVEN
 DU2008  PID         -  DU2008
 DU2008  STATE/COUNTY-  AZ/GILA
 DU2008  USGS QUAD   -  SEVENMILE MTS (1966)
 DU2008
 DU2008                         *CURRENT SURVEY CONTROL
 DU2008  ___________________________________________________________________
 DU2008* NAD 83(1992)-  33 36 06.01239(N)    110 35 09.17913(W)     ADJUSTED  
 DU2008* NAVD 88     -      1954.4    (meters)    6412.     (feet)  VERTCON   
 DU2008  ___________________________________________________________________
 DU2008  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DU2008  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DU2008  HORZ ORDER  -  FIRST
 DU2008
 DU2008.The horizontal coordinates were established by classical geodetic methods
 DU2008.and adjusted by the National Geodetic Survey in August 1993.
 DU2008
 DU2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2008
 DU2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2008
 DU2008.The geoid height was determined by GEOID03.
 DU2008
 DU2008;                    North         East     Units Scale Factor Converg.
 DU2008;SPC AZ E     -   288,554.765   174,454.699   MT  0.99991865   -0 13 55.2
 DU2008;SPC AZ E     -   946,701.98    572,357.94   iFT  0.99991865   -0 13 55.2
 DU2008;UTM  12      - 3,718,068.219   538,420.507   MT  0.99961820   +0 13 45.1
 DU2008
 DU2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2008!SPC AZ E     -   0.99969739  x   0.99991865  =   0.99961606
 DU2008!UTM  12      -   0.99969739  x   0.99961820  =   0.99931571
 DU2008
 DU2008|---------------------------------------------------------------------|
 DU2008| PID    Reference Object                     Distance      Geod. Az  |
 DU2008|                                                           dddmmss.s |
 DU2008| CD3624 SEVEN RM 1                           14.510 METERS 03555     |
 DU2008| CD3623 SEVEN AZ MK                                        1765953.3 |
 DU2008| CD3625 SEVEN RM 2                            9.683 METERS 24308     |
 DU2008|---------------------------------------------------------------------|
 DU2008
 DU2008                          SUPERSEDED SURVEY CONTROL
 DU2008
 DU2008  NAD 83(1986)-  33 36 06.00780(N)    110 35 09.17998(W) AD(       ) 1
 DU2008  NAD 27      -  33 36 05.82200(N)    110 35 06.80300(W) AD(       ) 1
 DU2008  NGVD 29 (07/19/86) 1953.7    (m)         6410.     (f) VERT ANG    3  
 DU2008
 DU2008.Superseded values are not recommended for survey control.
 DU2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2008.See file dsdata.txt to determine how the superseded data were derived.
 DU2008
 DU2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3842118068(NAD 83)
 DU2008_MARKER: DS = TRIANGULATION STATION DISK
 DU2008_SETTING: 80 = SET IN A BOULDER
 DU2008_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2008
 DU2008  HISTORY     - Date     Condition        Report By
 DU2008  HISTORY     - 1938     MONUMENTED       CGS
 DU2008  HISTORY     - 1958     GOOD             CGS
 DU2008  HISTORY     - 1960     GOOD             CGS
 DU2008
 DU2008                          STATION DESCRIPTION
 DU2008
 DU2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2008'STATION IS ABOUT 18 MILES NE OF GLOBE AND ABOUT 2-1/2 MILES
 DU2008'E OF U.S. 60 ON HIGHEST BUTTE IN VICINITY SOMETIMES CALLED
 DU2008'TWIN-BUTTE.  THIS BUTTE HAS STEEP SIDES AND A RIMROCK NEAR
 DU2008'TOP ON S SIDE, AND TWO ROUND-TOPPED POINT SEPARATED BY A
 DU2008'SADDLE FORM TOP OF BUTTE.  STATION IS ON HIGHEST POINT OF
 DU2008'WESTERLY ONE OF THESE POINTS.
 DU2008'
 DU2008'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DU2008'SET IN A BOULDER AND OUTCROPPING BEDROCK.
 DU2008'
 DU2008'TO REACH STATION FROM POST OFFICE IN GLOBE GO S AND E ON U.S.
 DU2008'60 AND 70, 1.2 MILES WHERE HIGHWAYS SEPARATE.  HERE GO NORTHERLY
 DU2008'ON 60, 23.0 MILES TO A CATTLE GUARD.  CONTINUE ON 0.3 MILE TO
 DU2008'A CULVERT AND E-W DRY WASH, END OF TRUCK TRAVEL.  PACK UP WASH
 DU2008'AND HOGBACK TO HIGHEST POINT VISIBLE TO E AND STATION.  IT IS
 DU2008'ABOUT A 2-HOUR PACK WITH HEAVY LOAD.  STATION AND REFERENCE
 DU2008'MARKS ARE IN PROMINENT POINTS OF ROCK AND EASILY LOCATED.
 DU2008'
 DU2008'AZIMUTH MARK IS 0.35 MILE S (APPROXIMATELY) OF STATION IN
 DU2008'CENTER OF N END OF MOST PROMINENT LEDGE OF ROCK IN THAT VICINITY.
 DU2008'IT IS ACROSS HEAD OF A DRAW FROM STATION AND ABOUT 200 FEET
 DU2008'LOWER THAN STATION.
 DU2008
 DU2008                          STATION RECOVERY (1958)
 DU2008
 DU2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU2008'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DU2008'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DU2008'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DU2008'
 DU2008'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF GLOBE, 12
 DU2008'MILES SOUTH-SOUTHWEST OF THE SMALL SETTLEMENT OF SENECA AND
 DU2008'ABOUT 2-1/2 MILES EAST OF U.S. HIGHWAY 60 ON THE HIGHEST BUTTE
 DU2008'IN THE VICINITY SOMETIMES CALLED TWIN-BUTTE.  THE STATION IS
 DU2008'ON THE HIGHEST POINT OF THE MOST WESTERLY BUTTE.  THE MARK IS
 DU2008'A STANDARD STATION DISK CEMENTED IN A DRILL HOLE IN A LARGE
 DU2008'BOULDER, WHICH PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF
 DU2008'THE GROUND.  THE MARK IS STAMPED SEVEN 1938.
 DU2008'
 DU2008'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK CEMENTED
 DU2008'IN A DRILL HOLE IN A LARGE BOULDER, WHICH PROJECTS ABOUT 5
 DU2008'FEET ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED
 DU2008'SEVEN NO 1 1938.
 DU2008'
 DU2008'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK CEMENTED IN
 DU2008'A DRILL HOLE IN A LARGE BOULDER, WHICH PROJECTS ABOUT 3 FEET
 DU2008'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED SEVEN
 DU2008'NO 2 1938.
 DU2008'
 DU2008'THE AZIMUTH MARK IS 5 FEET EAST OF THE WEST EDGE OF A CLIFF
 DU2008'AND 2 FEET NORTH OF A CAIRN.  THE MARK IS A STANDARD AZIMUTH
 DU2008'DISK CEMENTED IN A DRILL HOLE IN CAP ROCK, SET FLUSH WITH
 DU2008'THE SURFACE OF THE GROUND.  THE MARK IS STAMPED SEVEN 1938.
 DU2008'
 DU2008'TO REACH THE STATION FROM THE APACHE REST CHEVRON SERVICE
 DU2008'STATION IN SENECA, GO SOUTHERLY ON U.S. HIGHWAY 60 (THIS
 DU2008'HIGHWAY IS NOW UNDER CONSTRUCTION) FOR 13.5 MILES TO A DIM TRACK
 DU2008'ROAD LEFT AND WIRE GATE, PASS THROUGH GATE AND GO NORTHEAST
 DU2008'FOR 0.1 MILE AND END OF TRUCK TRAVEL.  FROM HERE PACK EAST
 DU2008'UP SANDY WASH TO THE SECOND DRAW ON THE RIGHT, THEN PACK
 DU2008'EAST-SOUTHEAST TOWARDS THE HIGHEST HILL PACKING UP ON TO HOG
 DU2008'BACK TO THE SUMMIT AND STATION AS DESCRIBED.  (2 HOUR PACK).
 DU2008'
 DU2008'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 DU2008
 DU2008                          STATION RECOVERY (1960)
 DU2008
 DU2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU2008'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 DU2008'IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1052 ***********************************************************************
 ES1052  DESIGNATION -  SEVEN
 ES1052  PID         -  ES1052
 ES1052  STATE/COUNTY-  AZ/NAVAJO
 ES1052  USGS QUAD   -  TENMILE CEDARS (1970)
 ES1052
 ES1052                         *CURRENT SURVEY CONTROL
 ES1052  ___________________________________________________________________
 ES1052* NAD 83(1992)-  34 37 50.93773(N)    110 05 37.79357(W)     ADJUSTED  
 ES1052* NAVD 88     -      1708.7    (meters)    5606.     (feet)  VERTCON   
 ES1052  ___________________________________________________________________
 ES1052  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 ES1052  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES1052  HORZ ORDER  -  SECOND
 ES1052
 ES1052.The horizontal coordinates were established by classical geodetic methods
 ES1052.and adjusted by the National Geodetic Survey in August 1993.
 ES1052
 ES1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1052
 ES1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1052
 ES1052.The geoid height was determined by GEOID03.
 ES1052
 ES1052;                    North         East     Units Scale Factor Converg.
 ES1052;SPC AZ E     -   402,624.489   220,038.043   MT  0.99990055   +0 02 29.0
 ES1052;SPC AZ E     - 1,320,946.49    721,909.59   iFT  0.99990055   +0 02 29.0
 ES1052;UTM  12      - 3,832,476.495   583,060.280   MT  0.99968503   +0 30 54.0
 ES1052
 ES1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1052!SPC AZ E     -   0.99973565  x   0.99990055  =   0.99963622
 ES1052!UTM  12      -   0.99973565  x   0.99968503  =   0.99942076
 ES1052
 ES1052|---------------------------------------------------------------------|
 ES1052| PID    Reference Object                     Distance      Geod. Az  |
 ES1052|                                                           dddmmss.s |
 ES1052| CD3626 SEVEN RM 1                            8.084 METERS 17148     |
 ES1052| ES0003 P 45                                APPROX. 9.7 KM 1725905.6 |
 ES1052| CD3627 SEVEN RM 2                            9.790 METERS 35114     |
 ES1052|---------------------------------------------------------------------|
 ES1052
 ES1052                          SUPERSEDED SURVEY CONTROL
 ES1052
 ES1052  NAD 83(1986)-  34 37 50.93019(N)    110 05 37.79747(W) AD(       ) 2
 ES1052  NAD 27      -  34 37 50.81503(N)    110 05 35.38234(W) AD(       ) 2
 ES1052  NGVD 29 (07/19/86) 1707.9    (m)         5603.     (f) VERT ANG    3  
 ES1052
 ES1052.Superseded values are not recommended for survey control.
 ES1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1052.See file dsdata.txt to determine how the superseded data were derived.
 ES1052
 ES1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8306032476(NAD 83)
 ES1052_MARKER: DD = SURVEY DISK
 ES1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1052+STABILITY: SURFACE MOTION
 ES1052
 ES1052  HISTORY     - Date     Condition        Report By
 ES1052  HISTORY     - 1978     MONUMENTED       AZDT
 ES1052
 ES1052                          STATION DESCRIPTION
 ES1052
 ES1052'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ES1052'THE STATION IS ABOUT 19 MILES EAST SOUTHEAST OF HOLBROOK ALONG
 ES1052'THE EAST R/W OF ARIZONA HWY. 77.
 ES1052'
 ES1052'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SEVEN 1978
 ES1052'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 ES1052'IS ON A CREST OF A RIDGE 97 FEET EAST OF HWY. 77 CENTERLINE,
 ES1052'3 FEET WEST OF R/W FENCE AND MARKED WITH A WITNESS POST AND
 ES1052'SIGN 2.3 FEET TO THE EAST.
 ES1052'
 ES1052'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED SEVEN
 ES1052'RM 2 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET WEST
 ES1052'OF R/W FENCE.
 ES1052'
 ES1052'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED SEVEN
 ES1052'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET WEST
 ES1052'OF R/W FENCE.
 ES1052'
 ES1052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND
 ES1052'STATE ROUTE 77 IN HOLBROOK, TRAVEL SOUTH ON HWY. 77 FOR 19.55
 ES1052'MILES TO MILE POST 369.33 AND STATION ON LEFT (EAST) INSIDE THE
 ES1052'HWY. RIGHT-OF-WAY.
 ES1052'
 ES1052'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1034 ***********************************************************************
 ES1034  DESIGNATION -  SEZ A
 ES1034  PID         -  ES1034
 ES1034  STATE/COUNTY-  AZ/YAVAPAI
 ES1034  USGS QUAD   -  SEDONA (1969)
 ES1034
 ES1034                         *CURRENT SURVEY CONTROL
 ES1034  ___________________________________________________________________
 ES1034* NAD 83(1992)-  34 50 50.66412(N)    111 47 21.42201(W)     ADJUSTED  
 ES1034* NAVD 88     -      1455.22   (+/-2cm)    4774.3    (feet)  VERTCON   
 ES1034  ___________________________________________________________________
 ES1034  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 ES1034  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ES1034  HORZ ORDER  -  SECOND
 ES1034  VERT ORDER  -  THIRD ? (See Below)
 ES1034
 ES1034.This mark is at Sedona Airport (SEZ)
 ES1034
 ES1034.The horizontal coordinates were established by classical geodetic methods
 ES1034.and adjusted by the National Geodetic Survey in August 1993.
 ES1034
 ES1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1034.The vertical order pertains to the NGVD 29 superseded value.
 ES1034
 ES1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1034
 ES1034.The geoid height was determined by GEOID03.
 ES1034
 ES1034;                    North         East     Units Scale Factor Converg.
 ES1034;SPC AZ C     -   426,654.733   225,008.925   MT  0.99990167   +0 04 22.0
 ES1034;SPC AZ C     - 1,399,785.87    738,218.26   iFT  0.99990167   +0 04 22.0
 ES1034;UTM  12      - 3,856,405.258   427,842.289   MT  0.99966417   -0 27 03.6
 ES1034
 ES1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1034!SPC AZ C     -   0.99977547  x   0.99990167  =   0.99967716
 ES1034!UTM  12      -   0.99977547  x   0.99966417  =   0.99943972
 ES1034
 ES1034|---------------------------------------------------------------------|
 ES1034| PID    Reference Object                     Distance      Geod. Az  |
 ES1034|                                                           dddmmss.s |
 ES1034| CH3327 SEZ A RM 1                           13.749 METERS 11109     |
 ES1034| CH3328 SEZ A RM 2                           13.322 METERS 19948     |
 ES1034| ES1037 5127=HOUSE                          APPROX.10.3 KM 2145219.8 |
 ES1034|---------------------------------------------------------------------|
 ES1034
 ES1034                          SUPERSEDED SURVEY CONTROL
 ES1034
 ES1034  NAD 83(1986)-  34 50 50.65894(N)    111 47 21.41696(W) AD(       ) 2
 ES1034  NAD 27      -  34 50 50.59147(N)    111 47 18.87253(W) AD(       ) 2
 ES1034  NGVD 29 (07/19/86) 1454.42   (m)         4771.7    (f) LEVELING    3  
 ES1034
 ES1034.Superseded values are not recommended for survey control.
 ES1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1034.See file dsdata.txt to determine how the superseded data were derived.
 ES1034
 ES1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2784256405(NAD 83)
 ES1034_MARKER: DT = TOPOGRAPHIC STATION DISK
 ES1034_SETTING: 66 = SET IN ROCK OUTCROP
 ES1034_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ES1034_STAMPING: SEZ A 1978
 ES1034_MARK LOGO: NGS   
 ES1034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1034+STABILITY: POSITION/ELEVATION WELL
 ES1034
 ES1034  HISTORY     - Date     Condition        Report By
 ES1034  HISTORY     - 1978     MONUMENTED       NGS
 ES1034  HISTORY     - 1979     GOOD             AZDT
 ES1034  HISTORY     - 19880615 GOOD             NGS
 ES1034  HISTORY     - 19950713 GOOD             USPSQD
 ES1034  HISTORY     - 19960516 MARK NOT FOUND   CHANCE
 ES1034
 ES1034                          STATION DESCRIPTION
 ES1034
 ES1034'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1034'THE STATION IS LOCATED ON TOP OF TABLE MOUNTAIN ALONG THE EAST SIDE OF
 ES1034'SEDONA AIRPORT.  IT IS 0.6 MILE SOUTHWEST OF THE NORTHEAST END OF THE
 ES1034'RUNWAY AND ABOUT 100 FEET EAST OF THE EAST EDGE OF THE RUNWAY.
 ES1034'
 ES1034'THE STATION MARK IS A COAST AND GEODETIC SURVEY DISK STAMPED---SEZ A
 ES1034'1978---IT IS SET IN A DRILL HOLE IN BEDROCK ABOUT FLUSH WITH THE
 ES1034'SURROUNDING SURFACE.
 ES1034'
 ES1034'REFERENCE MARK 1 IS AN ADOT RM DISK STAMPED---SEZ A RM 1---IT IS SET
 ES1034'IN A DRILL HOLE IN BEDROCK.
 ES1034'
 ES1034'REFERENCE MARK 2 IS AN ADOT RM DISK STAMPED---SEZ A RM 2---IT IS SET
 ES1034'IN A DRILL HOLE IN BEDROCK.
 ES1034'
 ES1034'TO REACH THE STATION FROM THE JUNCTION OF US 89A AND SR 179 AT THE
 ES1034'POST OFFICE IN SEDONA, TRAVEL SOUTHWEST ON 89A FOR 1.05 MILES TO
 ES1034'AIRPORT ROAD.  TURN LEFT ON AIRPORT ROAD FOR 1.4 MILES TO THE TERMINAL
 ES1034'OBTAIN PERMISSION FROM AIRPORT MANAGER BEFORE PROCEEDING TO STATION
 ES1034'WHICH IS ACROSS RUNWAY 0.6 MILE SW OF THE NE END.
 ES1034
 ES1034                          STATION RECOVERY (1988)
 ES1034
 ES1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ES1034'LOCATED ABOUT 2000 FT (609.6 M) NE OF RUNWAY END 3 ON THE SOUTH SIDE
 ES1034'OF THE RUNWAY.  IT IS 118.1 FT (36.0 M) EAST OF THE 13TH RUNWAY LIGHT
 ES1034'NE OF RUNWAY END 3, 156.4 FT (47.7 M) SOUTH OF THE 14TH RUNWAY LIGHT
 ES1034'NE OF RUNWAY END 3 AND 107.9 FT (32.9 M) SE OF THE SE EDGE OF THE
 ES1034'RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN A DRILL
 ES1034'HOLE IN A LIMESTONE ROCK OUTCROPPING AND STAMPED SEZ A 1978.
 ES1034
 ES1034                          STATION RECOVERY (1995)
 ES1034
 ES1034'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES1034'RECOVERED IN GOOD CONDITION.
 ES1034
 ES1034                          STATION RECOVERY (1996)
 ES1034
 ES1034'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 ES1034'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 ES1034'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1035 ***********************************************************************
 ES1035  DESIGNATION -  SEZ B
 ES1035  PID         -  ES1035
 ES1035  STATE/COUNTY-  AZ/YAVAPAI
 ES1035  USGS QUAD   -  SEDONA (1969)
 ES1035
 ES1035                         *CURRENT SURVEY CONTROL
 ES1035  ___________________________________________________________________
 ES1035* NAD 83(2007)-  34 50 35.95229(N)    111 47 39.16567(W)     ADJUSTED  
 ES1035* NAVD 88     -      1445.1    (meters)    4741.     (feet)  GPS OBS   
 ES1035  ___________________________________________________________________
 ES1035  EPOCH DATE  -        2007.00
 ES1035  X           -  -1,946,048.945 (meters)                     COMP
 ES1035  Y           -  -4,866,895.103 (meters)                     COMP
 ES1035  Z           -   3,624,426.482 (meters)                     COMP
 ES1035  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 ES1035  ELLIP HEIGHT-        1420.595 (meters)          (02/10/07) ADJUSTED
 ES1035  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 ES1035
 ES1035  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES1035  Type    PID    Designation                      North   East  Ellip
 ES1035  -------------------------------------------------------------------
 ES1035  NETWORK ES1035 SEZ B                             0.78   0.63   1.63
 ES1035  -------------------------------------------------------------------
 ES1035
 ES1035.This mark is at Sedona Airport (SEZ)
 ES1035
 ES1035.The horizontal coordinates were established by GPS observations
 ES1035.and adjusted by the National Geodetic Survey in February 2007.
 ES1035
 ES1035.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES1035.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES1035.The horizontal coordinates are valid at the epoch date displayed above.
 ES1035.The epoch date for horizontal control is a decimal equivalence
 ES1035.of Year/Month/Day.
 ES1035
 ES1035.The orthometric height was determined by GPS observations and a
 ES1035.high-resolution geoid model.
 ES1035
 ES1035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1035
 ES1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1035
 ES1035.The ellipsoidal height was determined by GPS observations
 ES1035.and is referenced to NAD 83.
 ES1035
 ES1035.The geoid height was determined by GEOID03.
 ES1035
 ES1035;                    North         East     Units Scale Factor Converg.
 ES1035;SPC AZ C     -   426,200.856   224,558.749   MT  0.99990155   +0 04 11.9
 ES1035;SPC AZ C     - 1,398,296.77    736,741.30   iFT  0.99990155   +0 04 11.9
 ES1035;UTM  12      - 3,855,955.622   427,388.091   MT  0.99966498   -0 27 13.6
 ES1035
 ES1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1035!SPC AZ C     -   0.99977706  x   0.99990155  =   0.99967863
 ES1035!UTM  12      -   0.99977706  x   0.99966498  =   0.99944211
 ES1035
 ES1035:                Primary Azimuth Mark                     Grid Az
 ES1035:SPC AZ C     -  SEZ A                                    044 44 30.2
 ES1035:UTM  12      -  SEZ A                                    045 15 55.7
 ES1035
 ES1035|---------------------------------------------------------------------|
 ES1035| PID    Reference Object                     Distance      Geod. Az  |
 ES1035|                                                           dddmmss.s |
 ES1035| ES1034 SEZ A                               APPROX. 0.6 KM 0444842.1 |
 ES1035|---------------------------------------------------------------------|
 ES1035
 ES1035                          SUPERSEDED SURVEY CONTROL
 ES1035
 ES1035  ELLIP H (08/22/01) 1420.614  (m)                       GP(       ) 4 1
 ES1035  NAD 83(1992)-  34 50 35.95149(N)    111 47 39.16451(W) AD(       ) 2
 ES1035  ELLIP H (10/09/97) 1420.685  (m)                       GP(       ) 4 1
 ES1035  NAD 83(1992)-  34 50 35.95223(N)    111 47 39.15099(W) AD(       ) 2
 ES1035  NAD 83(1986)-  34 50 35.94708(N)    111 47 39.14597(W) AD(       ) 2
 ES1035  NAD 27      -  34 50 35.87959(N)    111 47 36.60079(W) AD(       ) 2
 ES1035  NGVD 29 (07/19/86) 1444.29   (m)         4738.5    (f) LEVELING    3  
 ES1035
 ES1035.Superseded values are not recommended for survey control.
 ES1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1035.See file dsdata.txt to determine how the superseded data were derived.
 ES1035
 ES1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2738855956(NAD 83)
 ES1035_MARKER: DT = TOPOGRAPHIC STATION DISK
 ES1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1035_STAMPING: SEZ B 1978
 ES1035_MARK LOGO: CGS   
 ES1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1035+STABILITY: SURFACE MOTION
 ES1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1035+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1997
 ES1035
 ES1035  HISTORY     - Date     Condition        Report By
 ES1035  HISTORY     - 1978     MONUMENTED       CGS
 ES1035  HISTORY     - 1979     GOOD             AZDT
 ES1035  HISTORY     - 19880615 GOOD             NGS
 ES1035  HISTORY     - 19920516 POOR             CHANCE
 ES1035  HISTORY     - 19970426 GOOD             NGS
 ES1035
 ES1035                          STATION DESCRIPTION
 ES1035
 ES1035'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1035'THE STATION IS LOCATED ON TOP OF TABLE MOUNTAIN AT THE SOUTHEAST END
 ES1035'OF THE RUNWAY ABOUT 100 FEET EAST OF THE EAST EDGE OF RUNWAY.
 ES1035'
 ES1035'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 89A AND SR 179 AT
 ES1035'THE POST OFFICE IN SEDONA.  TRAVEL SOUTHWEST ON 89A FOR 1.05 MILES TO
 ES1035'AIRPORT ROAD.  TURN LEFT FOR 1.4 MILES TO THE TERMINAL BUILDING.
 ES1035'OBTAIN PERMISSION FROM THE AIRPORT MANAGER TO CROSS RUNWAY, THEN CROSS
 ES1035'RUNWAY AND PROCEED TO THE SW END AND STATION.
 ES1035
 ES1035                          STATION RECOVERY (1988)
 ES1035
 ES1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ES1035'LOCATED ON A SMALL HILL NEAR RUNWAY END 3, IT IS 180.1 FT (54.9 M) SE
 ES1035'OF THE CENTERLINE END OF THE RUNWAY, 132.0 FT (40.2 M) SE OF THE MOST
 ES1035'SOUTHEASTERLY THRESHOLD LIGHT AND 143.2 FT (43.6 M) SOUTH OF THE FIRST
 ES1035'RUNWAY LIGHT ON THE SOUTH SIDE OF THE RUNWAY THAT IS NE OF THE RUNWAY
 ES1035'END.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN A CONCRETE
 ES1035'MONUMENT FLUSH WITH THE GROUND AND STAMD SEZ B 1978.
 ES1035
 ES1035                          STATION RECOVERY (1992)
 ES1035
 ES1035'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (MFY)
 ES1035'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN POOR CONDITION.  STATION
 ES1035'APPEARS TO BE UNSTABLE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS  THE
 ES1035'STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) SOUTHWEST OF THE
 ES1035'TOWN OF SEDONA AT THE SEDONA AIRPORT.  OWNERSHIP -- YAVAPAI COUNTY,
 ES1035'JACK E.  LEBARON - AIRPORT MANAGER, PHONE (520) 282-4487  TO REACH THE
 ES1035'STATION FROM THE JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY
 ES1035'179 IN SEDONA, PROCEED SOUTHWEST ON US HIGHWAY 89 ALTERNATE FOR 1.7 KM
 ES1035'(1.05 MI) TO THE JUNCTION WITH AIRPORT ROAD. TURN LEFT AND GO
 ES1035'SOUTHERLY AND UPHILL ON AIRPORT ROAD FOR 1.9 KM (1.20 MI) TO THE
 ES1035'JUNCTION WITH AIR TERMINAL DRIVE.  TURN RIGHT AND GO SOUTHWEST FOR
 ES1035'0.25 KM (0.15 MI) ON AIR TERMINAL DRIVE TO THE TERMINAL AND GATE JUST
 ES1035'SOUTH OF THE TERMINAL BUILDING.  PASS THROUGH GATE AND GO
 ES1035'SOUTH-SOUTHEAST FOR 0.15 KM (0.10 MI) ACROSS THE APRON AND ALONG THE
 ES1035'SOUTHERN TAXIWAY RAMP FROM THE APRON TO THE JUNCTION WITH THE PARALLEL
 ES1035'TAXIWAY.  TURN RIGHT AND GO SOUTHWEST ALONG THE PARALLEL TAXIWAY FOR
 ES1035'0.5 KM (0.30 MI) TO THE END OF THE TAXIWAY.  TURN LEFT AND GO
 ES1035'SOUTHEAST FOR 0.1 KM (0.05 MI) CROSSING RUNWAY 3-21.  TURN RIGHT ON
 ES1035'THE SOUTHEAST SIDE OF RUNWAY 3-21 AND GO SOUTHWEST FOR 0.15 KM (0.10
 ES1035'MI) PARALLELING THE RUNWAY TO THE STATION SOUTHEAST OF THE END OF
 ES1035'APPROACH END OF RUNWAY 3 ON ELEVATED GROUND  THE STATION IS A STANDARD
 ES1035'TOPOGRAPHIC DISK SET INTO THE TOP OF A CONCRETE MONUMENT AND FLUSH
 ES1035'WITH THE GROUND.  THE STATION IS LOCATED 54.9 M (180.1 FT) SOUTHEAST
 ES1035'OF THE CENTERLINE OF RUNWAY 3, 43.6 M (143.0 FT) SOUTH OF THE FIRST
 ES1035'RUNWAY LIGHT ON THE SOUTH SIDE OF THE RUNWAY AND NORTHEAST OF THE
 ES1035'RUNWAY END, AND 40.2 M (131.9 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY
 ES1035'THRESHOLD
 ES1035
 ES1035                          STATION RECOVERY (1997)
 ES1035
 ES1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ES1035'RECOVERED AS DESCRIBED, WITH THE FOLOWING CHANGE.  THE AIRPORT MANAGER
 ES1035'IS ROBERT A.  WISWELL, PHONE (520) 282-4487.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1033 ***********************************************************************
 ES1033  DESIGNATION -  SEZ C
 ES1033  PID         -  ES1033
 ES1033  STATE/COUNTY-  AZ/YAVAPAI
 ES1033  USGS QUAD   -  SEDONA (1969)
 ES1033
 ES1033                         *CURRENT SURVEY CONTROL
 ES1033  ___________________________________________________________________
 ES1033* NAD 83(2007)-  34 51 11.75429(N)    111 46 55.08703(W)     ADJUSTED  
 ES1033* NAVD 88     -      1473.2    (meters)    4833.     (feet)  GPS OBS   
 ES1033  ___________________________________________________________________
 ES1033  EPOCH DATE  -        2007.00
 ES1033  X           -  -1,944,783.447 (meters)                     COMP
 ES1033  Y           -  -4,866,746.803 (meters)                     COMP
 ES1033  Z           -   3,625,348.216 (meters)                     COMP
 ES1033  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 ES1033  ELLIP HEIGHT-        1448.783 (meters)          (02/10/07) ADJUSTED
 ES1033  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ES1033
 ES1033  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES1033  Type    PID    Designation                      North   East  Ellip
 ES1033  -------------------------------------------------------------------
 ES1033  NETWORK ES1033 SEZ C                             0.92   0.65   1.74
 ES1033  -------------------------------------------------------------------
 ES1033
 ES1033.This mark is at Sedona Airport (SEZ)
 ES1033
 ES1033.The horizontal coordinates were established by GPS observations
 ES1033.and adjusted by the National Geodetic Survey in February 2007.
 ES1033
 ES1033.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES1033.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES1033.The horizontal coordinates are valid at the epoch date displayed above.
 ES1033.The epoch date for horizontal control is a decimal equivalence
 ES1033.of Year/Month/Day.
 ES1033
 ES1033.The orthometric height was determined by GPS observations and a
 ES1033.high-resolution geoid model.
 ES1033
 ES1033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1033
 ES1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1033
 ES1033.The ellipsoidal height was determined by GPS observations
 ES1033.and is referenced to NAD 83.
 ES1033
 ES1033.The geoid height was determined by GEOID03.
 ES1033
 ES1033;                    North         East     Units Scale Factor Converg.
 ES1033;SPC AZ C     -   427,305.459   225,677.021   MT  0.99990187   +0 04 37.1
 ES1033;SPC AZ C     - 1,401,920.80    740,410.17   iFT  0.99990187   +0 04 37.1
 ES1033;UTM  12      - 3,857,049.695   428,516.146   MT  0.99966298   -0 26 48.8
 ES1033
 ES1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1033!SPC AZ C     -   0.99977264  x   0.99990187  =   0.99967453
 ES1033!UTM  12      -   0.99977264  x   0.99966298  =   0.99943569
 ES1033
 ES1033:                Primary Azimuth Mark                     Grid Az
 ES1033:SPC AZ C     -  SEZ A                                    225 46 13.7
 ES1033:UTM  12      -  SEZ A                                    226 17 39.6
 ES1033
 ES1033|---------------------------------------------------------------------|
 ES1033| PID    Reference Object                     Distance      Geod. Az  |
 ES1033|                                                           dddmmss.s |
 ES1033| ES1034 SEZ A                               APPROX. 0.9 KM 2255050.8 |
 ES1033|---------------------------------------------------------------------|
 ES1033
 ES1033                          SUPERSEDED SURVEY CONTROL
 ES1033
 ES1033  ELLIP H (08/22/01) 1448.802  (m)                       GP(       ) 4 1
 ES1033  NAD 83(1992)-  34 51 11.75348(N)    111 46 55.08585(W) AD(       ) 2
 ES1033  ELLIP H (10/09/97) 1448.873  (m)                       GP(       ) 4 1
 ES1033  NAD 83(1992)-  34 51 11.75436(N)    111 46 55.07243(W) AD(       ) 2
 ES1033  NAD 83(1986)-  34 51 11.74916(N)    111 46 55.06731(W) AD(       ) 2
 ES1033  NAD 27      -  34 51 11.68175(N)    111 46 52.52389(W) AD(       ) 2
 ES1033  NGVD 29 (07/19/86) 1472.39   (m)         4830.7    (f) LEVELING    3  
 ES1033
 ES1033.Superseded values are not recommended for survey control.
 ES1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1033.See file dsdata.txt to determine how the superseded data were derived.
 ES1033
 ES1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2851657050(NAD 83)
 ES1033_MARKER: DT = TOPOGRAPHIC STATION DISK
 ES1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1033_STAMPING: SEZ C 1978
 ES1033_MARK LOGO: CGS   
 ES1033_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1033+STABILITY: SURFACE MOTION
 ES1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1033+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1997
 ES1033
 ES1033  HISTORY     - Date     Condition        Report By
 ES1033  HISTORY     - 1978     MONUMENTED       CGS
 ES1033  HISTORY     - 1979     GOOD             AZDT
 ES1033  HISTORY     - 19880615 GOOD             NGS
 ES1033  HISTORY     - 19950713 GOOD             USPSQD
 ES1033  HISTORY     - 19960516 POOR             CHANCE
 ES1033  HISTORY     - 19970426 GOOD             NGS
 ES1033
 ES1033                          STATION DESCRIPTION
 ES1033
 ES1033'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1033'THE STATION IS LOCATED ON TOP OF TABLE MOUNTAIN AT THE NORTHEAST END
 ES1033'OF THE SEDONA AIRPORT, ABOUT 100 FEET EAST OF THE EAST EDGE OF RUNWAY
 ES1033'
 ES1033'THE STATION MARK IS A COAST AND GEODETIC SURVEY DISK STAMPED---SEZ C
 ES1033'1978---IT IS SET IN TOP OF A CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 ES1033'WITH THE GROUND SURFACE.
 ES1033'
 ES1033'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 89A AND SR 1779A
 ES1033'THE POST OFFICE IN SEDONA, TRAVEL SOUTHWEST ON 89A FOR 1.05 MILES TO
 ES1033'AIRPORT ROAD.  TURN LEFT FOR 1.4 MILES TO THE TERMINAL BUILDING.
 ES1033'OBTAIN PERMISSION FROM AIRPORT MANAGER TO CROSS THE RUNWAY, THEN CROSS
 ES1033'RUNWAY AND DRIVE TO THE NORTHEAST END OF RUNWAY AND STATION.
 ES1033
 ES1033                          STATION RECOVERY (1988)
 ES1033
 ES1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ES1033'LOCATED ON A SMALL RISE NEAR RUNWAY END 21, IT IS 149.7 FT (45.6 M) SE
 ES1033'OF THE CENTERLINE END OF THE RUNWAY, 103.7 FT (31.6 M) SE OF THE MOST
 ES1033'SOUTHEASTERLY THRESHOLD LIGHT AND 146.2 FT (44.6 M) EAST OF THE FIRST
 ES1033'RUNWAY LIGHT SW OF THE RUNWAY END.  THE STATION IS A STANDARD
 ES1033'TOPOGRAPHIC DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 ES1033'STAMPED SEZ C 1978.
 ES1033
 ES1033                          STATION RECOVERY (1995)
 ES1033
 ES1033'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES1033'RECOVERED IN GOOD CONDITION.
 ES1033
 ES1033                          STATION RECOVERY (1996)
 ES1033
 ES1033'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 ES1033'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN POOR CONDITION.  STATION
 ES1033'APPEARS TO BE UNSTABLE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS  THE
 ES1033'STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) SOUTHWEST OF THE
 ES1033'TOWN OF SEDONA AT THE SEDONA AIRPORT.  OWNERSHIP -- YAVPAI COUNTY,
 ES1033'JACK E.  LEBARON - AIRPORT MANAGER, PHONE (520) 282-4487  TO REACH THE
 ES1033'STATION FROM THE JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY
 ES1033'179 IN SEDONA, PROCEED SOUTHWEST ON US HIGHWAY 89 ALTERNATE FOR 1.7 KM
 ES1033'(1.05 MI) TO THE JUNCTION WITH AIRPORT ROAD. TURN LEFT AND GO
 ES1033'SOUTHERLY AND UPHILL ON AIRPORT ROAD FOR 1.9 KM (1.20 MI) TO THE
 ES1033'JUNCTION WITH AIR TERMINAL DRIVE.  TURN RIGHT AND GO SOUTHWEST FOR
 ES1033'0.25 KM (0.15 MI) ON AIR TERMINAL DRIVE TO THE TERMINAL AND GATE JUST
 ES1033'SOUTH OF THE BUILDING.  PASS THROUGH GATE AND GO EAST-NORTHEAST FOR
 ES1033'0.15 KM (0.10 MI) ACROSS APRON AND ALONG THE NORTHERN TAXIWAY RAMP
 ES1033'FROM THE APRON TO THE JUNCTION WITH THE PARALLEL TAXIWAY.  TURN LEFT
 ES1033'AND GO NORTHEAST ALONG THE PARALLEL TAXIWAY FOR 0.7 KM (0.45 MI) TO
 ES1033'THE END OF THE TAXIWAY AND THE STATION ON THE RIGHT  THE STATION IS A
 ES1033'STANDARD CGS DISK SET INTO THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 ES1033'THE GROUND.  THE STATION IS LOCATED 45.6 M (149.6 FT) SOUTHEAST OF THE
 ES1033'CENTERLINE END OF RUNWAY 21, 44.5 M (146.0 FT) EAST OF THE FIRST
 ES1033'RUNWAY LIGHT SOUTHWEST OF RUNWAY 21 END, 31.6 M (103.7 FT) SOUTHEAST
 ES1033'OF THE MOST SOUTHEASTERLY THRESHOLD LIGHT, AND 25.3 M (83.0 FT) WEST
 ES1033'OF THE SECURITY FENCE GATE
 ES1033
 ES1033                          STATION RECOVERY (1997)
 ES1033
 ES1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ES1033'RECOVERED AS DESCRIBED, WITH THE FOLOWING CHANGE.  THE AIRPORT MANAGER
 ES1033'IS ROBERT A.  WISWELL, PHONE (520) 282-4487.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6827 ***********************************************************************
 AC6827  PACS        -  This is a Primary Airport Control Station.
 AC6827  DESIGNATION -  SEZ D
 AC6827  PID         -  AC6827
 AC6827  STATE/COUNTY-  AZ/YAVAPAI
 AC6827  USGS QUAD   -  SEDONA (1969)
 AC6827
 AC6827                         *CURRENT SURVEY CONTROL
 AC6827  ___________________________________________________________________
 AC6827* NAD 83(2007)-  34 50 53.36274(N)    111 47 17.90817(W)     ADJUSTED  
 AC6827* NAVD 88     -      1457.76   (meters)    4782.7    (feet)  GPS OBS   
 AC6827  ___________________________________________________________________
 AC6827  EPOCH DATE  -        2007.00
 AC6827  X           -  -1,945,437.423 (meters)                     COMP
 AC6827  Y           -  -4,866,820.619 (meters)                     COMP
 AC6827  Z           -   3,624,874.172 (meters)                     COMP
 AC6827  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 AC6827  ELLIP HEIGHT-        1433.322 (meters)          (02/10/07) ADJUSTED
 AC6827  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AC6827
 AC6827  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6827  Type    PID    Designation                      North   East  Ellip
 AC6827  -------------------------------------------------------------------
 AC6827  NETWORK AC6827 SEZ D                             0.57   0.51   1.31
 AC6827  -------------------------------------------------------------------
 AC6827
 AC6827.This mark is at Sedona Airport (SEZ)
 AC6827
 AC6827.The horizontal coordinates were established by GPS observations
 AC6827.and adjusted by the National Geodetic Survey in February 2007.
 AC6827
 AC6827.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6827.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6827.The horizontal coordinates are valid at the epoch date displayed above.
 AC6827.The epoch date for horizontal control is a decimal equivalence
 AC6827.of Year/Month/Day.
 AC6827
 AC6827.The orthometric height was determined by GPS observations and a
 AC6827.high-resolution geoid model.
 AC6827
 AC6827.GPS derived orthometric heights for airport stations designated as
 AC6827.PACS or SACS are published to 2 decimal places.  This maintains
 AC6827.centimeter relative accuracy between the PACS and SACS.  It does
 AC6827.not indicate centimeter accuracy relative to other marks which are
 AC6827.part of the NAVD 88 network.
 AC6827
 AC6827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6827
 AC6827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6827
 AC6827.The ellipsoidal height was determined by GPS observations
 AC6827.and is referenced to NAD 83.
 AC6827
 AC6827.The geoid height was determined by GEOID03.
 AC6827
 AC6827;                    North         East     Units Scale Factor Converg.
 AC6827;SPC AZ C     -   426,737.999   225,098.078   MT  0.99990170   +0 04 24.0
 AC6827;SPC AZ C     - 1,400,059.05    738,510.75   iFT  0.99990170   +0 04 24.0
 AC6827;UTM  12      - 3,856,487.686   427,932.179   MT  0.99966401   -0 27 01.7
 AC6827
 AC6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6827!SPC AZ C     -   0.99977506  x   0.99990170  =   0.99967678
 AC6827!UTM  12      -   0.99977506  x   0.99966401  =   0.99943915
 AC6827
 AC6827                          SUPERSEDED SURVEY CONTROL
 AC6827
 AC6827  ELLIP H (01/12/01) 1433.341  (m)                       GP(       ) 4 1
 AC6827  NAD 83(1992)-  34 50 53.36193(N)    111 47 17.90700(W) AD(       ) B
 AC6827  ELLIP H (03/14/97) 1433.412  (m)                       GP(       ) 3 1
 AC6827
 AC6827.Superseded values are not recommended for survey control.
 AC6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6827.See file dsdata.txt to determine how the superseded data were derived.
 AC6827
 AC6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2793256488(NAD 83)
 AC6827_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6827_SETTING: 66 = SET IN ROCK OUTCROP
 AC6827_STAMPING: SEZ D 1996
 AC6827_MARK LOGO: NGS   
 AC6827_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6827+STABILITY: POSITION/ELEVATION WELL
 AC6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6827+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1997
 AC6827
 AC6827  HISTORY     - Date     Condition        Report By
 AC6827  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6827  HISTORY     - 19970426 GOOD             NGS
 AC6827
 AC6827                          STATION DESCRIPTION
 AC6827
 AC6827'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6827'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) SOUTHWEST OF THE
 AC6827'TOWN OF SEDONA AT THE SEDONA AIRPORT.  OWNERSHIP -- YAVAPAI COUNTY,
 AC6827'JACK E.  LEBARON - AIRPORT MANAGER, PHONE (520) 282-4487 TO REACH THE
 AC6827'STATION FROM THE JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY
 AC6827'179 IN SEDONA, PROCEED SOUTHWEST ON US HIGHWAY 89 ALTERNATE FOR 1.7 KM
 AC6827'(1.05 MI) TO THE JUNCTION WITH AIRPORT ROAD. TURN LEFT AND GO
 AC6827'SOUTHERLY AND UPHILL ON AIRPORT ROAD FOR 1.9 KM (1.20 MI) TO THE
 AC6827'JUNCTION WITH AIR TERMINAL DRIVE.  TURN RIGHT AND GO SOUTHWEST FOR
 AC6827'0.25 KM (0.15 MI) ON AIR TERMINAL DRIVE TO THE TERMINAL AND GATE JUST
 AC6827'SOUTH OF THE TERMINAL BUILDING.  PASS THROUGH GATE AND GO
 AC6827'EAST-NORTHEAST FOR 0.15 KM (0.10 MI) ACROSS THE APRON AND ALONG THE
 AC6827'NORTHERN TAXIWAY RAMP FROM THE APRON TO THE JUNCTION WITH THE PARALLEL
 AC6827'TAXIWAY.  CONTINUE SOUTHEAST FOR 0.1 KM (0.05 MI) CROSSING THE
 AC6827'PARALLEL TAXIWAY AND RUNWAY 3-21 TO THE STATION ON THE EAST SIDE OF
 AC6827'THE RUNWAY APPROXIMATELY 110 M (360.9 FT) NORTHEAST OF A GRAVEL ROAD
 AC6827'LEADING TO A WEATHER STATION THE STATION IS A STANDARD SURVEY DISK SET
 AC6827'INTO A DRILL HOLE IN A ROCK OUTCROP.  THE STATION IS LOCATED AT
 AC6827'APPROXIMATELY MIDFIELD, 36.85 M (120.90 FT) EAST-SOUTHEAST OF RUNWAY
 AC6827'LIGHT RW48, 54.15 M (177.66 FT) SOUTH OF RUNWAY LIGHT RW49, 35.55 M
 AC6827'(116.63 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21, 55.50 M
 AC6827'(182.09 FT) NORTHWEST OF FENCE LINE, AND 1.50 M (4.92 FT) NORTHWEST OF
 AC6827'A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY
 AC6827'AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6827
 AC6827                          STATION RECOVERY (1997)
 AC6827
 AC6827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6827'RECOVERED AS DESCRIBED, WITH THE FOLOWING CHANGE.  THE AIRPORT MANAGER
 AC6827'IS ROBERT A.  WISWELL, PHONE (520) 282-4487.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6828 ***********************************************************************
 AC6828  SACS        -  This is a Secondary Airport Control Station.
 AC6828  DESIGNATION -  SEZ E
 AC6828  PID         -  AC6828
 AC6828  STATE/COUNTY-  AZ/YAVAPAI
 AC6828  USGS QUAD   -  SEDONA (1969)
 AC6828
 AC6828                         *CURRENT SURVEY CONTROL
 AC6828  ___________________________________________________________________
 AC6828* NAD 83(2007)-  34 51 13.67658(N)    111 46 59.48761(W)     ADJUSTED  
 AC6828* NAVD 88     -      1470.79   (meters)    4825.4    (feet)  GPS OBS   
 AC6828  ___________________________________________________________________
 AC6828  EPOCH DATE  -        2007.00
 AC6828  X           -  -1,944,873.989 (meters)                     COMP
 AC6828  Y           -  -4,866,672.060 (meters)                     COMP
 AC6828  Z           -   3,625,395.483 (meters)                     COMP
 AC6828  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 AC6828  ELLIP HEIGHT-        1446.411 (meters)          (02/10/07) ADJUSTED
 AC6828  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AC6828
 AC6828  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6828  Type    PID    Designation                      North   East  Ellip
 AC6828  -------------------------------------------------------------------
 AC6828  NETWORK AC6828 SEZ E                             0.65   0.59   1.33
 AC6828  -------------------------------------------------------------------
 AC6828
 AC6828.This mark is at Sedona Airport (SEZ)
 AC6828
 AC6828.The horizontal coordinates were established by GPS observations
 AC6828.and adjusted by the National Geodetic Survey in February 2007.
 AC6828
 AC6828.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6828.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6828.The horizontal coordinates are valid at the epoch date displayed above.
 AC6828.The epoch date for horizontal control is a decimal equivalence
 AC6828.of Year/Month/Day.
 AC6828
 AC6828.The orthometric height was determined by GPS observations and a
 AC6828.high-resolution geoid model.
 AC6828
 AC6828.GPS derived orthometric heights for airport stations designated as
 AC6828.PACS or SACS are published to 2 decimal places.  This maintains
 AC6828.centimeter relative accuracy between the PACS and SACS.  It does
 AC6828.not indicate centimeter accuracy relative to other marks which are
 AC6828.part of the NAVD 88 network.
 AC6828
 AC6828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6828
 AC6828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6828
 AC6828.The ellipsoidal height was determined by GPS observations
 AC6828.and is referenced to NAD 83.
 AC6828
 AC6828.The geoid height was determined by GEOID03.
 AC6828
 AC6828;                    North         East     Units Scale Factor Converg.
 AC6828;SPC AZ C     -   427,364.541   225,565.165   MT  0.99990184   +0 04 34.6
 AC6828;SPC AZ C     - 1,402,114.64    740,043.19   iFT  0.99990184   +0 04 34.6
 AC6828;UTM  12      - 3,857,109.783   428,404.862   MT  0.99966317   -0 26 51.4
 AC6828
 AC6828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6828!SPC AZ C     -   0.99977301  x   0.99990184  =   0.99967487
 AC6828!UTM  12      -   0.99977301  x   0.99966317  =   0.99943626
 AC6828
 AC6828                          SUPERSEDED SURVEY CONTROL
 AC6828
 AC6828  ELLIP H (01/12/01) 1446.429  (m)                       GP(       ) 4 1
 AC6828  NAD 83(1992)-  34 51 13.67570(N)    111 46 59.48650(W) AD(       ) 1
 AC6828  ELLIP H (03/14/97) 1446.499  (m)                       GP(       ) 3 1
 AC6828
 AC6828.Superseded values are not recommended for survey control.
 AC6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6828.See file dsdata.txt to determine how the superseded data were derived.
 AC6828
 AC6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2840557110(NAD 83)
 AC6828_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6828_SETTING: 66 = SET IN ROCK OUTCROP
 AC6828_STAMPING: SEZ E 1996
 AC6828_MARK LOGO: NGS   
 AC6828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6828+STABILITY: POSITION/ELEVATION WELL
 AC6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6828+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1997
 AC6828
 AC6828  HISTORY     - Date     Condition        Report By
 AC6828  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6828  HISTORY     - 19970426 GOOD             NGS
 AC6828
 AC6828                          STATION DESCRIPTION
 AC6828
 AC6828'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6828'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) SOUTHWEST OF THE
 AC6828'TOWN OF SEDONA AT THE SEDONA AIRPORT.  OWNERSHIP -- YAVAPAI COUNTY,
 AC6828'JACK E.  LEBARON - AIRPORT MANAGER, PHONE (520) 282-4487 TO REACH THE
 AC6828'STATION FROM THE JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY
 AC6828'179 IN SEDONA, PROCEED SOUTHWEST ON US HIGHWAY 89 ALTERNATE FOR 1.7 KM
 AC6828'(1.05 MI) TO THE JUNCTION WITH AIRPORT ROAD. TURN LEFT AND GO
 AC6828'SOUTHERLY AND UPHILL ON AIRPORT ROAD FOR 1.9 KM (1.20 MI) TO THE
 AC6828'JUNCTION WITH AIR TERMINAL DRIVE.  TURN RIGHT AND GO SOUTHWEST FOR
 AC6828'0.25 KM (0.15 MI) ON AIR TERMINAL DRIVE TO THE TERMINAL AND GATE JUST
 AC6828'SOUTH OF THE TERMINAL BUILDING.  PASS THROUGH GATE AND GO
 AC6828'EAST-NORTHEAST FOR 0.15 KM (0.10 MI) ACROSS THE APRON AND ALONG THE
 AC6828'NORTHERN TAXIWAY RAMP FROM THE APRON TO THE JUNCTION WITH THE PARALLEL
 AC6828'TAXIWAY.  TURN LEFT AND GO NORTHEAST ALONG THE PARALLEL TAXIWAY FOR
 AC6828'0.7 KM (0.45 MI) TO THE END OF THE TAXIWAY AND THE STATION ON THE LEFT
 AC6828'THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A 30 CM DIA
 AC6828'CONCRETE MONUMENT SET IN DRILLED OUT BEDROCK.  THE MONUMENT IS 0.5 M
 AC6828'(1.6 FT) DEEP AND THE BOTTOM 30 CM IS BELLED TO 60 CM DIA.  THE TOP OF
 AC6828'THE MONUMENT IS FLUSH WITH THE GROUND.  THE STATION IS LOCATED 19.30 M
 AC6828'(63.32 FT) WEST-NORTHWEST OF A HOLDING POSITION SIGN (RUNWAY 21) ,
 AC6828'22.30 M (73.16 FT) SOUTH OF THE AIRPORT BOUNDARY FENCE, 39.0 M (128.0
 AC6828'FT) SOUTHWEST OF THE WESTERN GATE POST, 17.80 M (58.40 FT)
 AC6828'NORTH-NORTHWEST OF THE NORTHWEST EDGE OF THE PARALLEL TAXIWAY, AND 0.9
 AC6828'M (3.0 FT) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST THE STATION IS
 AC6828'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA
 AC6828'SURVEYS 1996
 AC6828
 AC6828                          STATION RECOVERY (1997)
 AC6828
 AC6828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6828'RECOVERED AS DESCRIBED, WITH THE FOLOWING CHANGE.  THE AIRPORT MANAGER
 AC6828'IS ROBERT A.  WISWELL, PHONE (520) 282-4487.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6829 ***********************************************************************
 AC6829  SACS        -  This is a Secondary Airport Control Station.
 AC6829  DESIGNATION -  SEZ F
 AC6829  PID         -  AC6829
 AC6829  STATE/COUNTY-  AZ/YAVAPAI
 AC6829  USGS QUAD   -  SEDONA (1969)
 AC6829
 AC6829                         *CURRENT SURVEY CONTROL
 AC6829  ___________________________________________________________________
 AC6829* NAD 83(2007)-  34 50 35.73839(N)    111 47 38.79925(W)     ADJUSTED  
 AC6829* NAVD 88     -      1445.45   (meters)    4742.3    (feet)  GPS OBS   
 AC6829  ___________________________________________________________________
 AC6829  EPOCH DATE  -        2007.00
 AC6829  X           -  -1,946,041.813 (meters)                     COMP
 AC6829  Y           -  -4,866,902.344 (meters)                     COMP
 AC6829  Z           -   3,624,421.286 (meters)                     COMP
 AC6829  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 AC6829  ELLIP HEIGHT-        1420.971 (meters)          (02/10/07) ADJUSTED
 AC6829  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AC6829
 AC6829  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6829  Type    PID    Designation                      North   East  Ellip
 AC6829  -------------------------------------------------------------------
 AC6829  NETWORK AC6829 SEZ F                             0.65   0.57   1.35
 AC6829  -------------------------------------------------------------------
 AC6829
 AC6829.This mark is at Sedona Airport (SEZ)
 AC6829
 AC6829.The horizontal coordinates were established by GPS observations
 AC6829.and adjusted by the National Geodetic Survey in February 2007.
 AC6829
 AC6829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6829.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6829.The horizontal coordinates are valid at the epoch date displayed above.
 AC6829.The epoch date for horizontal control is a decimal equivalence
 AC6829.of Year/Month/Day.
 AC6829
 AC6829.The orthometric height was determined by GPS observations and a
 AC6829.high-resolution geoid model.
 AC6829
 AC6829.GPS derived orthometric heights for airport stations designated as
 AC6829.PACS or SACS are published to 2 decimal places.  This maintains
 AC6829.centimeter relative accuracy between the PACS and SACS.  It does
 AC6829.not indicate centimeter accuracy relative to other marks which are
 AC6829.part of the NAVD 88 network.
 AC6829
 AC6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6829
 AC6829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6829
 AC6829.The ellipsoidal height was determined by GPS observations
 AC6829.and is referenced to NAD 83.
 AC6829
 AC6829.The geoid height was determined by GEOID03.
 AC6829
 AC6829;                    North         East     Units Scale Factor Converg.
 AC6829;SPC AZ C     -   426,194.277   224,568.065   MT  0.99990155   +0 04 12.1
 AC6829;SPC AZ C     - 1,398,275.19    736,771.87   iFT  0.99990155   +0 04 12.1
 AC6829;UTM  12      - 3,855,948.959   427,397.344   MT  0.99966497   -0 27 13.4
 AC6829
 AC6829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6829!SPC AZ C     -   0.99977700  x   0.99990155  =   0.99967857
 AC6829!UTM  12      -   0.99977700  x   0.99966497  =   0.99944205
 AC6829
 AC6829                          SUPERSEDED SURVEY CONTROL
 AC6829
 AC6829  ELLIP H (01/12/01) 1420.990  (m)                       GP(       ) 4 1
 AC6829  NAD 83(1992)-  34 50 35.73767(N)    111 47 38.79815(W) AD(       ) 1
 AC6829  ELLIP H (03/14/97) 1421.060  (m)                       GP(       ) 3 1
 AC6829
 AC6829.Superseded values are not recommended for survey control.
 AC6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6829.See file dsdata.txt to determine how the superseded data were derived.
 AC6829
 AC6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2739755949(NAD 83)
 AC6829_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6829_SETTING: 66 = SET IN ROCK OUTCROP
 AC6829_STAMPING: SEZ F 1996
 AC6829_MARK LOGO: NGS   
 AC6829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6829+STABILITY: POSITION/ELEVATION WELL
 AC6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6829+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1997
 AC6829
 AC6829  HISTORY     - Date     Condition        Report By
 AC6829  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6829  HISTORY     - 19970426 GOOD             NGS
 AC6829
 AC6829                          STATION DESCRIPTION
 AC6829
 AC6829'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6829'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) SOUTHWEST OF THE
 AC6829'TOWN OF SEDONA AT THE SEDONA AIRPORT.  OWNERSHIP -- YAVAPAI COUNTY,
 AC6829'JACK E.  LEBARON - AIRPORT MANAGER, PHONE (520) 282-4487 TO REACH THE
 AC6829'STATION FROM THE JUNCTION OF US HIGHWAY 89 ALTERNATE AND STATE HIGHWAY
 AC6829'179 IN SEDONA, PROCEED SOUTHWEST ON US HIGHWAY 89 ALTERNATE FOR 1.7 KM
 AC6829'(1.05 MI) TO THE JUNCTION WITH AIRPORT ROAD. TURN LEFT AND GO
 AC6829'SOUTHERLY AND UPHILL ON AIRPORT ROAD FOR 1.9 KM (1.20 MI) TO THE
 AC6829'JUNCTION WITH AIR TERMINAL DRIVE.  TURN RIGHT AND GO SOUTHWEST FOR
 AC6829'0.25 KM (0.15 MI) ON AIR TERMINAL DRIVE TO THE TERMINAL AND GATE JUST
 AC6829'SOUTH OF THE TERMINAL BUILDING.  PASS THROUGH GATE AND GO
 AC6829'SOUTH-SOUTHEAST FOR 0.15 KM (0.10 MI) ACROSS THE APRON AND ALONG THE
 AC6829'SOUTHERN TAXIWAY RAMP FROM THE APRON TO THE JUNCTION WITH THE PARALLEL
 AC6829'TAXIWAY.  TURN RIGHT AND GO SOUTHWEST ALONG THE PARALLEL TAXIWAY FOR
 AC6829'0.5 KM (0.30 MI) TO THE END OF THE TAXIWAY.  TURN LEFT AND GO
 AC6829'SOUTHEAST FOR 0.1 KM (0.05 MI) CROSSING RUNWAY 3-21.  TURN RIGHT ON
 AC6829'THE SOUTHEAST SIDE OF RUNWAY 3-21 AND GO SOUTHWEST FOR 0.15 KM (0.10
 AC6829'MI) PARALLELING THE RUNWAY TO THE STATION SOUTHEAST OF THE END OF THE
 AC6829'APPROACH END OF RUNWAY 3 ON ELEVATED GROUND THE STATION IS A STANDARD
 AC6829'SURVEY DISK SET INTO THE TOP OF A 30 CM DIA CONCRETE MONUMENT SET IN
 AC6829'DRILLED OUT BEDROCK.  THE MONUMENT IS 0.5 M (1.6 FT) DEEP AND THE
 AC6829'BOTTOM 30 CM IS BELLED TO 45 CM DIA.  THE TOP OF THE MONUMENT IS FLUSH
 AC6829'WITH THE GROUND.  THE STATION IS LOCATED 54.40 M (178.48 FT) SOUTHEAST
 AC6829'OF THE SOUTHEAST CORNER OF THE APPROACH END OF RUNWAY 3, 51.20 M
 AC6829'(167.98 FT) SOUTHEAST OF THE SOUTHEASTERNMOST THRESHOLD LIGHT, 27.85 M
 AC6829'(91.37 FT) SOUTHWEST OF A WINDSOCK BASE, 36.0 M (118.1 FT) NORTHWEST
 AC6829'OF A SOUTHWEST-NORTHEAST FENCE LINE, 11.50 M (37.73 FT) SOUTHEAST OF
 AC6829'NOS DISK IN CONCRETE MONUMENT STAMPED SEZ B 1978, 52.70 M (172.90 FT)
 AC6829'NORTHEAST OF THE SOUTHEASTERN GATE POST IN THE FENCE LINE, AND 0.9 M
 AC6829'(3.0 FT) NORTHWEST OF A CARSONITE WITNESS POST THE STATION IS
 AC6829'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA
 AC6829'SURVEYS 1996
 AC6829
 AC6829                          STATION RECOVERY (1997)
 AC6829
 AC6829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6829'RECOVERED AS DESCRIBED, WITH THE FOLOWING CHANGE.  THE AIRPORT MANAGER
 AC6829'IS ROBERT A.  WISWELL, PHONE (520) 282-4487.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0504 ***********************************************************************
 GO0504  DESIGNATION -  SEZNINI
 GO0504  PID         -  GO0504
 GO0504  STATE/COUNTY-  AZ/APACHE
 GO0504  USGS QUAD   -  MUMMY CAVE RUINS (1982)
 GO0504
 GO0504                         *CURRENT SURVEY CONTROL
 GO0504  ___________________________________________________________________
 GO0504* NAD 83(1992)-  36 08 53.48440(N)    109 17 45.08599(W)     ADJUSTED  
 GO0504* NAVD 88     -      2324.0    (meters)    7625.     (feet)  VERTCON   
 GO0504  ___________________________________________________________________
 GO0504  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 GO0504  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 GO0504  HORZ ORDER  -  FIRST
 GO0504
 GO0504.The horizontal coordinates were established by classical geodetic methods
 GO0504.and adjusted by the National Geodetic Survey in August 1993.
 GO0504
 GO0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0504
 GO0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0504
 GO0504.The geoid height was determined by GEOID03.
 GO0504
 GO0504;                    North         East     Units Scale Factor Converg.
 GO0504;SPC AZ E     -   571,305.755   291,721.324   MT  0.99997564   +0 30 49.3
 GO0504;SPC AZ E     - 1,874,362.71    957,090.96   iFT  0.99997564   +0 30 49.3
 GO0504;UTM  12      - 4,001,730.214   653,309.409   MT  0.99988960   +1 00 19.5
 GO0504
 GO0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0504!SPC AZ E     -   0.99963847  x   0.99997564  =   0.99961412
 GO0504!UTM  12      -   0.99963847  x   0.99988960  =   0.99952811
 GO0504
 GO0504:                Primary Azimuth Mark                     Grid Az
 GO0504:SPC AZ E     -  SEZNINI AZ MK                            007 06 14.6
 GO0504:UTM  12      -  SEZNINI AZ MK                            006 36 44.4
 GO0504
 GO0504|---------------------------------------------------------------------|
 GO0504| PID    Reference Object                     Distance      Geod. Az  |
 GO0504|                                                           dddmmss.s |
 GO0504| CD4872 SEZNINI AZ MK                                      0073703.9 |
 GO0504| CD4874 SEZNINI RM 2                          6.439 METERS 00748     |
 GO0504| GO0501 BLACK PINNACLE LOOKOUT HOUSE        APPROX.17.0 KM 0470558.0 |
 GO0504| GO0502 SONSALA RESET                       APPROX.20.2 KM 1045113.7 |
 GO0504| CD4873 SEZNINI RM 1                          5.701 METERS 22623     |
 GO0504|---------------------------------------------------------------------|
 GO0504
 GO0504                          SUPERSEDED SURVEY CONTROL
 GO0504
 GO0504  NAD 83(1986)-  36 08 53.48534(N)    109 17 45.08582(W) AD(       ) 1
 GO0504  NAD 27      -  36 08 53.47200(N)    109 17 42.71500(W) AD(       ) 1
 GO0504  NGVD 29 (08/22/88) 2323.0    (m)         7621.     (f) VERT ANG    3  
 GO0504
 GO0504.Superseded values are not recommended for survey control.
 GO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0504.See file dsdata.txt to determine how the superseded data were derived.
 GO0504
 GO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF5330901730(NAD 83)
 GO0504_MARKER: DS = TRIANGULATION STATION DISK
 GO0504_SETTING: 80 = SET IN A BOULDER
 GO0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0504+STABILITY: SURFACE MOTION
 GO0504
 GO0504  HISTORY     - Date     Condition        Report By
 GO0504  HISTORY     - 1936     MONUMENTED       USGS
 GO0504  HISTORY     - 1951     GOOD             USGS
 GO0504  HISTORY     - 1955     GOOD             USGS
 GO0504  HISTORY     - 1973     GOOD             AZHD
 GO0504
 GO0504                          STATION DESCRIPTION
 GO0504
 GO0504'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 GO0504'LOCATED 23.0 MI S. OF LUKACHUKAI POST OFFICE, ABOUT 18 MI E. OF
 GO0504'CHINLE INDIAN SCHOOL.  ON MOST NORTHERLY ONE OF TWIN TOPS OF
 GO0504'SEZNINI BUTTE.
 GO0504'
 GO0504'TO REACH FROM CHINLE, DRIVE 27.0 MI NE. ON CHINLE-WHEATFIELD RD.
 GO0504'TO SHEEP DIP CORRAL.  TURN RIGHT 0.25 MI AND FORD TSAILE CREEK,
 GO0504'THEN 3.5 MI TO Y-RD. FORKS.  TAKE RD. LEFT 0.5 MI TO Y-RD. FORK.
 GO0504'TAKE RD. RIGHT 0.4 MI TO Y-RD. FORK.  TAKE RD. LEFT 1.8 MI TO
 GO0504'Y-RD. FORK.  TAKE RD. RIGHT 0.2 MI TO Y-RD. FORK SWINGING LEFT
 GO0504'ACROSS DRAW IN 0.1 MI, THENCE 0.3 MI TO Y-RD. FORK.  TAKE RD.
 GO0504'RIGHT 1.4 MI TO X-ING. OF DRAW, THENCE 1.0 MI TO X-RDS. AND
 GO0504'HOGAN, THENCE STRAIGHT AHEAD 0.9 MI TO X-ING. OF DRAW, THENCE 0.8
 GO0504'MI TO POINT ON RD. OPPOSITE SEZNINI BUTTE.  TURN LEFT THROUGH
 GO0504'SAGEBRUSH TOWARD BUTTE INTO COVE ON NORTH SIDE OF BUTTE.  HIKE UP
 GO0504'NORTH SLOPE TO TOP OF BUTTE AND STATION.  A 45-MINUTE HIKE.
 GO0504'
 GO0504'STATION MARK--STANDARD TABLET STAMPED---SEZNINI 1936---, CEMENTED
 GO0504'IN TOP OF BUTTE.
 GO0504'
 GO0504'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN TOP OF
 GO0504'BUTTE.
 GO0504'
 GO0504'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN TOP OF
 GO0504'BUTTE.
 GO0504
 GO0504                          STATION RECOVERY (1951)
 GO0504
 GO0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (WRH)
 GO0504'THE STATION IS LOCATED ON THE HIGHEST POINT OF SEZNINI MOUNTAIN.
 GO0504'IT IS ABOUT 30 MILES AIRLINE NORTH-NORTHWEST OF FORT DEFINANCE,
 GO0504'ABOUT 35 MILES AIRLINE NORTH-NORTHEAST OF GANADO, AND ABOUT
 GO0504'18 MILES AIRLINE NORTH-NORTHWEST OF SAWMILL.
 GO0504'
 GO0504'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 GO0504'SEZNINI 1936 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK.
 GO0504'
 GO0504'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 GO0504'DISK STAMPED NO 1 SET IN A DRILL HOLE IN AN OUTCROPPING OF
 GO0504'BEDROCK AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 GO0504'
 GO0504'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL
 GO0504'SURVEY DISK STAMPED NO 2 SET IN A DRILL HOLE IN AN OUTCROPPING
 GO0504'OF BEDROCK AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 GO0504'
 GO0504'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SEZNINI 1951
 GO0504'USGS SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 GO0504'IS FLUSH WITH THE GROUND.  IT IS 4 FEET WEST-SOUTHWEST OF A SMALL
 GO0504'CAIRN AND 5 FEET WEST OF A SMALL PINON TREE WITH A TRIANGLE
 GO0504'BLAZE.
 GO0504'
 GO0504'TO REACH THE AZIMUTH MARK FROM THE CROSS ROADS AND THE HOGAN,
 GO0504'CONTINUE STRAIGHT AHEAD IN A SOUTHERLY DIRECTION FOR 0.8
 GO0504'MILE TO A SMALL PINON TREE WITH A TRIANGLE BLAZE WHICH IS
 GO0504'ABOUT 100 YARDS TO THE LEFT OF THE ROAD.  FROM THE TREE, GO ABOUT
 GO0504'100 YARDS EAST TO A SMALL BLUFF, A CAIRN, A SMALL PINON
 GO0504'TREE WITH A TRIANGLE BLAZE, AND THE AZIMUTH MARK.
 GO0504'
 GO0504'TO REACH THE STATION FROM THE FOREST SERVICE HEADQUARTERS
 GO0504'IN FORT DEFINANCE, GO NORTH FOR 0.5 MILE TO A BRIDGE.  CROSS
 GO0504'THE BRIDGE AND CONTINUE NORTH ON THE DIRT ROAD FOR 0.5 MILE TO A
 GO0504'FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 GO0504'NORTHERLY FOR 13.7 MILES TO A FORK AND A SIGN MEXICAN SPRINGS.
 GO0504'CONTINUE NORTH ON THE LEFT FORK FOR 1.3 MILES TO A FORK.
 GO0504'TAKE THE LEFT FORK AS PER SIGN LKACHUKAI AND GO 12.7 MILES
 GO0504'TO A BRIDGE AND A FORK.  TAKE THE RIGHT FORK AND GO 6.3 MILES
 GO0504'TO WHEATFIELD LAKE.  CONTINUE NORTH FOR 1.9 MILES TO A
 GO0504'BRIDGE OVER WHEATFIELD CREEK.  CONTINUE NORTH FOR 6.5 MILES
 GO0504'TO A BRIDGE JUST BEFORE REACHING A SMALL CHURCH ON THE
 GO0504'LEFT.  CONTINUE FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT JUST
 GO0504'AFTER CROSSING OVER A SMALL DITCH.  TURN LEFT AND GO 1.1
 GO0504'MILES TO A FENCE CORNER.  FOLLOW THE FENCE LINE FOR 0.3
 GO0504'MILE.  TURN LEFT AND GO 0.1 MILE TO A CORRAL.  PASS TO THE
 GO0504'RIGHT OF THE CORRAL AND FOLLOW THE TRACK ROAD SOUTHERLY
 GO0504'FOR 0.25 MILE TO A SMALL CANYON.  CROSS THE CREEK, TURN LEFT
 GO0504'AND FOLLOW THE MAIN RIGHT HAND TRACK ROADS FOR 4.5
 GO0504'MILES TO A DAM ON THE LEFT.  PASS TO THE RIGHT OF THE
 GO0504'DAM AND GO SOUTH FOR 1.0 MILE TO A FORK.  TAKE THE LEFT
 GO0504'FORK, CROSS THE WASH AND FOLLOW THE TRACK ROAD FOR 0.8
 GO0504'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.2 MILES
 GO0504'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH FOR 0.8 MILE,
 GO0504'PASSING TO THE RIGHT OF A LAKE, TO A WASH.  CONTINUE SOUTH
 GO0504'FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.6 MILE
 GO0504'TO A CROSS ROAD AND A HOGAN ON THE RIGHT SIDE OF THE ROAD.
 GO0504'CONTINUE STRAIGHT, AHEAD, SOUTH, FOR 2.0 MILES TO A PINON
 GO0504'TREE WITH A TRIANGLE BLAZE.  TURN LEFT AND GO EAST FOR 0.2
 GO0504'MILE THROUGH THE SAGE BRUSH TO THE BASE OF THE HILL AND
 GO0504'THE END OF TRUCK TRAVEL.  PACK UP HILL EASTERLY TO THE
 GO0504'HIGHEST POINT AND THE STATION.  IT IS A 45 MINUTE PACK.
 GO0504'
 GO0504'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 GO0504
 GO0504                          STATION RECOVERY (1955)
 GO0504
 GO0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0504'RECOVERED AS DESCRIBED BY USGS IN 1936.  ALL MARKS IN GOOD
 GO0504'CONDITION.  RECOVERED BY NGS IN 1951.
 GO0504
 GO0504                          STATION RECOVERY (1973)
 GO0504
 GO0504'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (JHW)
 GO0504'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 GO0504'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1323 ***********************************************************************
 DU1323  DESIGNATION -  SGC 17
 DU1323  PID         -  DU1323
 DU1323  STATE/COUNTY-  AZ/MARICOPA
 DU1323  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1323
 DU1323                         *CURRENT SURVEY CONTROL
 DU1323  ___________________________________________________________________
 DU1323* NAD 83(1992)-  33 23 09.74734(N)    111 34 55.96404(W)     ADJUSTED  
 DU1323* NAVD 88     -       478.138  (meters)    1568.69   (feet)  ADJUSTED  
 DU1323  ___________________________________________________________________
 DU1323  X           -  -1,961,083.842 (meters)                     COMP
 DU1323  Y           -  -4,957,628.587 (meters)                     COMP
 DU1323  Z           -   3,490,034.337 (meters)                     COMP
 DU1323  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DU1323  ELLIP HEIGHT-         448.601 (meters)          (08/23/93) ADJUSTED
 DU1323  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1323  DYNAMIC HT  -         477.562 (meters)    1566.80  (feet)  COMP
 DU1323  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 DU1323
 DU1323  HORZ ORDER  -  FIRST
 DU1323  VERT ORDER  -  FIRST     CLASS II
 DU1323  ELLP ORDER  -  FOURTH    CLASS II
 DU1323
 DU1323.The horizontal coordinates were established by GPS observations
 DU1323.and adjusted by the National Geodetic Survey in August 1993.
 DU1323
 DU1323.The orthometric height was determined by differential leveling
 DU1323.and adjusted in June 1991.
 DU1323
 DU1323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1323
 DU1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1323
 DU1323.The ellipsoidal height was determined by GPS observations
 DU1323.and is referenced to NAD 83.
 DU1323
 DU1323.The geoid height was determined by GEOID03.
 DU1323
 DU1323.The dynamic height is computed by dividing the NAVD 88
 DU1323.geopotential number by the normal gravity value computed on the
 DU1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1323.degrees latitude (g = 980.6199 gals.).
 DU1323
 DU1323.The modeled gravity was interpolated from observed gravity values.
 DU1323
 DU1323;                    North         East     Units Scale Factor Converg.
 DU1323;SPC AZ C     -   264,612.224   244,475.976   MT  0.99991193   +0 11 02.6
 DU1323;SPC AZ C     -   868,150.34    802,086.54   iFT  0.99991193   +0 11 02.6
 DU1323;UTM  12      - 3,694,236.203   445,849.874   MT  0.99963615   -0 19 13.4
 DU1323
 DU1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1323!SPC AZ C     -   0.99992958  x   0.99991193  =   0.99984151
 DU1323!UTM  12      -   0.99992958  x   0.99963615  =   0.99956575
 DU1323
 DU1323                          SUPERSEDED SURVEY CONTROL
 DU1323
 DU1323  NAD 83(1986)-  33 23 09.74060(N)    111 34 55.96704(W) AD(       ) 1
 DU1323  NGVD 29 (08/19/88)  477.57   (m)         1566.8    (f) LEVELING    3  
 DU1323
 DU1323.Superseded values are not recommended for survey control.
 DU1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1323.See file dsdata.txt to determine how the superseded data were derived.
 DU1323
 DU1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4585094236(NAD 83)
 DU1323_MARKER: DB = BENCH MARK DISK
 DU1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1323_SP_SET: CONCRETE POST
 DU1323_STAMPING: SGC-17 1978
 DU1323_MARK LOGO: BOR   
 DU1323_PROJECTION: PROJECTING 4 CENTIMETERS
 DU1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1323+STABILITY: SURFACE MOTION
 DU1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1323+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DU1323
 DU1323  HISTORY     - Date     Condition        Report By
 DU1323  HISTORY     - 1978     MONUMENTED       BOR
 DU1323  HISTORY     - 1981     GOOD             NGS
 DU1323  HISTORY     - 19840323 GOOD
 DU1323  HISTORY     - 20061018 GOOD             GEOCAC
 DU1323
 DU1323                          STATION DESCRIPTION
 DU1323
 DU1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1323'6.2 KM (3.9 MI) SW FROM APACHE JUNCTION.
 DU1323'3.0 KILOMETERS (1.9 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU1323'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTIN, THENCE 3.2
 DU1323'KILOMETERS (2.0 MILES) SOUTH ALONG MERIDIAN ROAD, LOCATED AT THE
 DU1323'USGS EXTENSOMETER SITE, 97.8 METERS (321 FEET) WEST OF THE CENTERLINE
 DU1323'OF MERIDIAN ROAD, 67.0 METERS (220 FEET) NORTH OF THE NORTH CORNER OF
 DU1323'THE NORTHWEST ONE OF TWO 10 X 6 FEET GALVANIZED STEEL BUILDINGS
 DU1323'HOUSING USGS EQUIPMENT.
 DU1323'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DU1323
 DU1323                          STATION RECOVERY (1984)
 DU1323
 DU1323'RECOVERED 1984
 DU1323'RECOVERED IN GOOD CONDITION.
 DU1323
 DU1323                          STATION RECOVERY (2006)
 DU1323
 DU1323'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1930 ***********************************************************************
 DU1930  DESIGNATION -  SGC 17
 DU1930  PID         -  DU1930
 DU1930  STATE/COUNTY-  AZ/MARICOPA
 DU1930  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1930
 DU1930                         *CURRENT SURVEY CONTROL
 DU1930  ___________________________________________________________________
 DU1930* NAD 83(1986)-  33 23 09.     (N)    111 34 54.     (W)     SCALED    
 DU1930* NAVD 88     -       477.921  (meters)    1567.98   (feet)  ADJUSTED  
 DU1930  ___________________________________________________________________
 DU1930  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1930  DYNAMIC HT  -         477.345 (meters)    1566.09  (feet)  COMP
 DU1930  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 DU1930  OBS GRAVITY -     979,416.8   (mgal)                       GRAV_OBS
 DU1930
 DU1930  VERT ORDER  -  SECOND    CLASS I
 DU1930
 DU1930.The horizontal coordinates were scaled from a topographic map and have
 DU1930.an estimated accuracy of +/- 6 seconds.
 DU1930
 DU1930.The orthometric height was determined by differential leveling
 DU1930.and adjusted in November 1993.
 DU1930
 DU1930.The geoid height was determined by GEOID03.
 DU1930
 DU1930.The dynamic height is computed by dividing the NAVD 88
 DU1930.geopotential number by the normal gravity value computed on the
 DU1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1930.degrees latitude (g = 980.6199 gals.).
 DU1930
 DU1930.The modeled gravity was interpolated from observed gravity values.
 DU1930.The observed gravity was obtained from relative gravimeter ties
 DU1930.to the IGSN71 gravity network.
 DU1930
 DU1930;                    North         East    Units  Estimated Accuracy
 DU1930;SPC AZ C     -   264,590.      244,530.      MT  (+/- 180 meters Scaled)
 DU1930
 DU1930                          SUPERSEDED SURVEY CONTROL
 DU1930
 DU1930.No superseded survey control is available for this station.
 DU1930
 DU1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB459942(NAD 83)
 DU1930_MARKER: DD = SURVEY DISK
 DU1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1930_SP_SET: CONCRETE POST
 DU1930_STAMPING: SGC-17 1970
 DU1930_MARK LOGO: NONE  
 DU1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1930+STABILITY: SURFACE MOTION
 DU1930
 DU1930  HISTORY     - Date     Condition        Report By
 DU1930  HISTORY     - 1970     MONUMENTED       BOR
 DU1930  HISTORY     - 1984     GOOD             AZDT
 DU1930  HISTORY     - 20061018 MARK NOT FOUND   GEOCAC
 DU1930
 DU1930                          STATION DESCRIPTION
 DU1930
 DU1930'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1930'2.99 KM (1.86 MI) EAST FROM APACHE JUNCTION.
 DU1930'FROM THE INTERSECTION OF CRISOMON ROAD AND STATE ROUTE 360 IN APACHE
 DU1930'JUNCTION TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 2.99 KM
 DU1930'(1.86 MI), THEN APPROXIMATELY 46.77 METERS (160 FT) SOUTH OF THE
 DU1930'CENTERLINE.  THE MARK IS A BOR BRASS CAP.
 DU1930
 DU1930                          STATION RECOVERY (2006)
 DU1930
 DU1930'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1930'THERE IS ANOTHER MONUMENT IN THE AREA, WITH A DIFFERENT DATE (1978),
 DU1930'BUT THE SAME DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1740 ***********************************************************************
 DU1740  DESIGNATION -  SGT 13
 DU1740  PID         -  DU1740
 DU1740  STATE/COUNTY-  AZ/MARICOPA
 DU1740  USGS QUAD   -  TEMPE (1982)
 DU1740
 DU1740                         *CURRENT SURVEY CONTROL
 DU1740  ___________________________________________________________________
 DU1740* NAD 83(1986)-  33 28 58.     (N)    111 56 40.     (W)     SCALED    
 DU1740* NAVD 88     -       388.312  (meters)    1273.99   (feet)  ADJUSTED  
 DU1740  ___________________________________________________________________
 DU1740  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DU1740  DYNAMIC HT  -         387.859 (meters)    1272.50  (feet)  COMP
 DU1740  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 DU1740
 DU1740  VERT ORDER  -  SECOND    CLASS I
 DU1740
 DU1740.The horizontal coordinates were scaled from a topographic map and have
 DU1740.an estimated accuracy of +/- 6 seconds.
 DU1740
 DU1740.The orthometric height was determined by differential leveling
 DU1740.and adjusted in November 1993.
 DU1740
 DU1740.The geoid height was determined by GEOID03.
 DU1740
 DU1740.The dynamic height is computed by dividing the NAVD 88
 DU1740.geopotential number by the normal gravity value computed on the
 DU1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1740.degrees latitude (g = 980.6199 gals.).
 DU1740
 DU1740.The modeled gravity was interpolated from observed gravity values.
 DU1740
 DU1740;                    North         East    Units  Estimated Accuracy
 DU1740;SPC AZ C     -   275,290.      210,780.      MT  (+/- 180 meters Scaled)
 DU1740
 DU1740                          SUPERSEDED SURVEY CONTROL
 DU1740
 DU1740.No superseded survey control is available for this station.
 DU1740
 DU1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122052(NAD 83)
 DU1740_MARKER: DB = BENCH MARK DISK
 DU1740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1740_SP_SET: BRIDGE CONCRETE
 DU1740_STAMPING: SGT 13
 DU1740_MARK LOGO: AZDT  
 DU1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1740+STABILITY: SURFACE MOTION
 DU1740
 DU1740  HISTORY     - Date     Condition        Report By
 DU1740  HISTORY     - UNK      MONUMENTED       AZDT
 DU1740  HISTORY     - 1982     GOOD             AZDT
 DU1740  HISTORY     - 19951014 GOOD             USPSQD
 DU1740  HISTORY     - 20060827 MARK NOT FOUND   GEOCAC
 DU1740
 DU1740                          STATION DESCRIPTION
 DU1740
 DU1740'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1740'IN PHOENIX.
 DU1740'IN PHOENIX, FROM 64TH STREET AND EAST MCDOWELL TRAVEL NORTH ALONG 64TH
 DU1740'STREET FOR 1.0 MILE (1.61 KM) TO THOMAS ROAD, THENCE EAST ALONG THOMAS
 DU1740'FOR 0.04 MI (0.06 KM) TO THE ARIZONA CANAL BRIDGE AND THE MARK ON THE
 DU1740'NORTHWEST CORNER, A STANDARD AZDT BRASS CAP ON THE BRIDGE WALK, 35 FT
 DU1740'(10.67 METERS) NORTH OF THE CENTERLINE OF THOMAS ROAD.
 DU1740
 DU1740                          STATION RECOVERY (1995)
 DU1740
 DU1740'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1740'RECOVERED IN GOOD CONDITION.
 DU1740
 DU1740                          STATION RECOVERY (2006)
 DU1740
 DU1740'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1740'THE BRIDGE HAS BEEN REBUILT SINCE THE LAST RECOVERY. THE WALKWAY HAS
 DU1740'BEEN OVERLAID WITH ABOUT 8 INCHES OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1739 ***********************************************************************
 DU1739  DESIGNATION -  SGT 14
 DU1739  PID         -  DU1739
 DU1739  STATE/COUNTY-  AZ/MARICOPA
 DU1739  USGS QUAD   -  TEMPE (1982)
 DU1739
 DU1739                         *CURRENT SURVEY CONTROL
 DU1739  ___________________________________________________________________
 DU1739* NAD 83(1986)-  33 28 40.     (N)    111 56 40.     (W)     SCALED    
 DU1739* NAVD 88     -       389.327  (meters)    1277.32   (feet)  ADJUSTED  
 DU1739  ___________________________________________________________________
 DU1739  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DU1739  DYNAMIC HT  -         388.874 (meters)    1275.83  (feet)  COMP
 DU1739  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 DU1739
 DU1739  VERT ORDER  -  SECOND    CLASS I
 DU1739
 DU1739.The horizontal coordinates were scaled from a topographic map and have
 DU1739.an estimated accuracy of +/- 6 seconds.
 DU1739
 DU1739.The orthometric height was determined by differential leveling
 DU1739.and adjusted in November 1993.
 DU1739
 DU1739.The geoid height was determined by GEOID03.
 DU1739
 DU1739.The dynamic height is computed by dividing the NAVD 88
 DU1739.geopotential number by the normal gravity value computed on the
 DU1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1739.degrees latitude (g = 980.6199 gals.).
 DU1739
 DU1739.The modeled gravity was interpolated from observed gravity values.
 DU1739
 DU1739;                    North         East    Units  Estimated Accuracy
 DU1739;SPC AZ C     -   274,740.      210,780.      MT  (+/- 180 meters Scaled)
 DU1739
 DU1739                          SUPERSEDED SURVEY CONTROL
 DU1739
 DU1739.No superseded survey control is available for this station.
 DU1739
 DU1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122046(NAD 83)
 DU1739_MARKER: DB = BENCH MARK DISK
 DU1739_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1739_SP_SET: CURB
 DU1739_STAMPING: SGT 14
 DU1739_MARK LOGO: AZDT  
 DU1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1739
 DU1739  HISTORY     - Date     Condition        Report By
 DU1739  HISTORY     - UNK      MONUMENTED       AZDT
 DU1739  HISTORY     - 1982     GOOD             AZDT
 DU1739  HISTORY     - 19951014 GOOD             USPSQD
 DU1739  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DU1739
 DU1739                          STATION DESCRIPTION
 DU1739
 DU1739'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1739'IN PHOENIX.
 DU1739'IN PHOENIX, FROM 64TH STREET AND MCDOWELL TRAVEL NORTH ALONG 64TH
 DU1739'STREET FOR 0.75 MI (1.21 KM) TO WILSHIRE STREET AND THE MARK IN THE
 DU1739'NORTHEAST CORNER, A 1 1/4-INCH (3.17 CM) ALUMINIUM CAP 25 FT
 DU1739'(7.62 METERS) EAST OF THE CENTERLINE OF 64TH STREET, 15 FT
 DU1739'(4.57 METERS) NORTH OF THE CENTERLINE OF WILSHIRE STREET, AND A DISK
 DU1739'SET ON THE CURB.
 DU1739
 DU1739                          STATION RECOVERY (1995)
 DU1739
 DU1739'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1739'RECOVERED IN GOOD CONDITION.
 DU1739
 DU1739                          STATION RECOVERY (2007)
 DU1739
 DU1739'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1739'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1739'MARK. THE CURB AT THE DESCRIBED LOCATION HAS BEEN REDONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1738 ***********************************************************************
 DU1738  DESIGNATION -  SGT 16
 DU1738  PID         -  DU1738
 DU1738  STATE/COUNTY-  AZ/MARICOPA
 DU1738  USGS QUAD   -  TEMPE (1982)
 DU1738
 DU1738                         *CURRENT SURVEY CONTROL
 DU1738  ___________________________________________________________________
 DU1738* NAD 83(1986)-  33 28 16.     (N)    111 56 41.     (W)     SCALED    
 DU1738* NAVD 88     -       392.409  (meters)    1287.43   (feet)  ADJUSTED  
 DU1738  ___________________________________________________________________
 DU1738  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU1738  DYNAMIC HT  -         391.953 (meters)    1285.93  (feet)  COMP
 DU1738  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 DU1738
 DU1738  VERT ORDER  -  SECOND    CLASS I
 DU1738
 DU1738.The horizontal coordinates were scaled from a topographic map and have
 DU1738.an estimated accuracy of +/- 6 seconds.
 DU1738
 DU1738.The orthometric height was determined by differential leveling
 DU1738.and adjusted in November 1993.
 DU1738
 DU1738.The geoid height was determined by GEOID03.
 DU1738
 DU1738.The dynamic height is computed by dividing the NAVD 88
 DU1738.geopotential number by the normal gravity value computed on the
 DU1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1738.degrees latitude (g = 980.6199 gals.).
 DU1738
 DU1738.The modeled gravity was interpolated from observed gravity values.
 DU1738
 DU1738;                    North         East    Units  Estimated Accuracy
 DU1738;SPC AZ C     -   274,000.      210,750.      MT  (+/- 180 meters Scaled)
 DU1738
 DU1738                          SUPERSEDED SURVEY CONTROL
 DU1738
 DU1738.No superseded survey control is available for this station.
 DU1738
 DU1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC122039(NAD 83)
 DU1738_MARKER: DB = BENCH MARK DISK
 DU1738_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU1738_SP_SET: CURB
 DU1738_STAMPING: SGT 16 1965
 DU1738_MARK LOGO: AZDT  
 DU1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1738+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 DU1738
 DU1738  HISTORY     - Date     Condition        Report By
 DU1738  HISTORY     - 1965     MONUMENTED       AZDT
 DU1738  HISTORY     - 1982     GOOD             AZDT
 DU1738  HISTORY     - 19951014 GOOD             USPSQD
 DU1738  HISTORY     - 20070711 GOOD             GEOCAC
 DU1738
 DU1738                          STATION DESCRIPTION
 DU1738
 DU1738'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1738'IN PHOENIX.
 DU1738'IN PHOENIX, FROM 64TH STREET AND EAST MCDOWELL TRAVEL NORTH ALONG 64TH
 DU1738'STREET FOR 0.25 MI (0.40 KM) TO EAST PALM LANE AND THE MARK IN THE
 DU1738'NORTHEAST CORNER, 30 FT (9.14 METERS) NORTH OF CENTERLINE OF PALM
 DU1738'LANE, 10 FT (3.04 METERS) EAST OF 64TH STREET CENTERLINE, A 1 1/4-INCH
 DU1738'ALUMINIUM CAP EPOXIED ON THE CURB.
 DU1738
 DU1738                          STATION RECOVERY (1995)
 DU1738
 DU1738'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1738'RECOVERED IN GOOD CONDITION.
 DU1738
 DU1738                          STATION RECOVERY (2007)
 DU1738
 DU1738'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1723 ***********************************************************************
 DU1723  DESIGNATION -  SGT 24
 DU1723  PID         -  DU1723
 DU1723  STATE/COUNTY-  AZ/MARICOPA
 DU1723  USGS QUAD   -  TEMPE (1982)
 DU1723
 DU1723                         *CURRENT SURVEY CONTROL
 DU1723  ___________________________________________________________________
 DU1723* NAD 83(1986)-  33 24 25.     (N)    111 58 12.     (W)     SCALED    
 DU1723* NAVD 88     -       357.945  (meters)    1174.36   (feet)  ADJUSTED  
 DU1723  ___________________________________________________________________
 DU1723  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1723  DYNAMIC HT  -         357.534 (meters)    1173.01  (feet)  COMP
 DU1723  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 DU1723
 DU1723  VERT ORDER  -  SECOND    CLASS I
 DU1723
 DU1723.The horizontal coordinates were scaled from a topographic map and have
 DU1723.an estimated accuracy of +/- 6 seconds.
 DU1723
 DU1723.The orthometric height was determined by differential leveling
 DU1723.and adjusted in November 1993.
 DU1723
 DU1723.The geoid height was determined by GEOID03.
 DU1723
 DU1723.The dynamic height is computed by dividing the NAVD 88
 DU1723.geopotential number by the normal gravity value computed on the
 DU1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1723.degrees latitude (g = 980.6199 gals.).
 DU1723
 DU1723.The modeled gravity was interpolated from observed gravity values.
 DU1723
 DU1723;                    North         East    Units  Estimated Accuracy
 DU1723;SPC AZ C     -   266,880.      208,400.      MT  (+/- 180 meters Scaled)
 DU1723
 DU1723                          SUPERSEDED SURVEY CONTROL
 DU1723
 DU1723.No superseded survey control is available for this station.
 DU1723
 DU1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098968(NAD 83)
 DU1723_MARKER: DB = BENCH MARK DISK
 DU1723_SETTING: 66 = SET IN ROCK OUTCROP
 DU1723_SP_SET: BEDROCK
 DU1723_STAMPING: SGT-24
 DU1723_MARK LOGO: AZDT  
 DU1723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1723+STABILITY: POSITION/ELEVATION WELL
 DU1723
 DU1723  HISTORY     - Date     Condition        Report By
 DU1723  HISTORY     - UNK      MONUMENTED       AZDT
 DU1723  HISTORY     - 1981     GOOD             AZDT
 DU1723  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU1723
 DU1723                          STATION DESCRIPTION
 DU1723
 DU1723'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1723'IN TEMPE.
 DU1723'IN TEMPE, FROM THE INTERSECTION OF BASELINE ROAD AND INTERSTATE 10
 DU1723'TRAVEL NORTH ALONG INTERSTATE 10 FOR 2.14 MI (3.45 KM) THROUGH A ROCK
 DU1723'CUT TO THE MARK ON THE RIGHT, 350 FT (106.68 METERS) SOUTHEAST UP A
 DU1723'GRADUAL SLOPE, 9.0 FT (2.75 METERS) NORTHWEST OF WITNESS POST, 40 FT
 DU1723'(12.19 METERS) WEST OF A CHAIN LINK FENCE RUNNING NORTH AND SOUTH, 30
 DU1723'FT (9.14 METERS) SOUTHEAST OF A LONE 7 FT (2.12 METERS) WOOD POST, 55
 DU1723'FT (16.76 METERS) SOUTH AND 40 FT (12.19 METERS) WEST OF 5/8-INCH
 DU1723'REBAR IN CONCRETE NORTH 1/4 SECTION 29, 160 FT (48.77 METERS)
 DU1723'NORTHEAST OF MEDIAN INTERSTATE 10, A STANDARD BRASS CAP EPOXIED ON
 DU1723'BEDROCK.
 DU1723
 DU1723                          STATION RECOVERY (2007)
 DU1723
 DU1723'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1723'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1723'MARK. THE WESTERN END OF THE BUTTE HAS BEEN BLASTED AWAY TO CREATE A
 DU1723'NEW EXIT RAMP OFF OF I-10 TO 52ND AVE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1713 ***********************************************************************
 DU1713  DESIGNATION -  SGT 25
 DU1713  PID         -  DU1713
 DU1713  STATE/COUNTY-  AZ/MARICOPA
 DU1713  USGS QUAD   -  TEMPE (1982)
 DU1713
 DU1713                         *CURRENT SURVEY CONTROL
 DU1713  ___________________________________________________________________
 DU1713* NAD 83(1986)-  33 22 41.     (N)    111 58 13.     (W)     SCALED    
 DU1713* NAVD 88     -       371.524  (meters)    1218.91   (feet)  ADJUSTED  
 DU1713  ___________________________________________________________________
 DU1713  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU1713  DYNAMIC HT  -         371.095 (meters)    1217.50  (feet)  COMP
 DU1713  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 DU1713
 DU1713  VERT ORDER  -  SECOND    CLASS I
 DU1713
 DU1713.The horizontal coordinates were scaled from a topographic map and have
 DU1713.an estimated accuracy of +/- 6 seconds.
 DU1713
 DU1713.The orthometric height was determined by differential leveling
 DU1713.and adjusted in November 1993.
 DU1713
 DU1713.The geoid height was determined by GEOID03.
 DU1713
 DU1713.The dynamic height is computed by dividing the NAVD 88
 DU1713.geopotential number by the normal gravity value computed on the
 DU1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1713.degrees latitude (g = 980.6199 gals.).
 DU1713
 DU1713.The modeled gravity was interpolated from observed gravity values.
 DU1713
 DU1713;                    North         East    Units  Estimated Accuracy
 DU1713;SPC AZ C     -   263,680.      208,370.      MT  (+/- 180 meters Scaled)
 DU1713
 DU1713                          SUPERSEDED SURVEY CONTROL
 DU1713
 DU1713.No superseded survey control is available for this station.
 DU1713
 DU1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097936(NAD 83)
 DU1713_MARKER: DB = BENCH MARK DISK
 DU1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1713_SP_SET: CONCRETE HEADWALL
 DU1713_STAMPING: SGT 25
 DU1713_MARK LOGO: SRVWUA
 DU1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1713
 DU1713  HISTORY     - Date     Condition        Report By
 DU1713  HISTORY     - UNK      MONUMENTED       SRVWUA
 DU1713  HISTORY     - 1981     GOOD             AZDT
 DU1713  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DU1713
 DU1713                          STATION DESCRIPTION
 DU1713
 DU1713'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1713'IN TEMPE.
 DU1713'IN TEMPE, 600 FT (182.88 METERS) WEST OF SOUTHBOUND LANE OF INTERSTATE
 DU1713'10 ALONG BASELINE ROAD, 60 FT (18.28 METERS) NORTH OF THE CENTER OF
 DU1713'BASELINE ROAD ON THE EAST SIDE OF DIRT ROAD, A STANDARD SRVWUA BRASS
 DU1713'ON TOP OF CONCRETE FLOODGATE.
 DU1713
 DU1713                          STATION RECOVERY (2006)
 DU1713
 DU1713'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1713'BASELINE ROAD HAS BEEN WIDENED. THE FLOODGATE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1707 ***********************************************************************
 DU1707  DESIGNATION -  SGT 34
 DU1707  PID         -  DU1707
 DU1707  STATE/COUNTY-  AZ/MARICOPA
 DU1707  USGS QUAD   -  TEMPE (1982)
 DU1707
 DU1707                         *CURRENT SURVEY CONTROL
 DU1707  ___________________________________________________________________
 DU1707* NAD 83(1986)-  33 23 11.     (N)    111 57 38.     (W)     SCALED    
 DU1707* NAVD 88     -       360.536  (meters)    1182.86   (feet)  ADJUSTED  
 DU1707  ___________________________________________________________________
 DU1707  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1707  DYNAMIC HT  -         360.120 (meters)    1181.49  (feet)  COMP
 DU1707  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 DU1707
 DU1707  VERT ORDER  -  SECOND    CLASS I
 DU1707
 DU1707.The horizontal coordinates were scaled from a topographic map and have
 DU1707.an estimated accuracy of +/- 6 seconds.
 DU1707
 DU1707.The orthometric height was determined by differential leveling
 DU1707.and adjusted in November 1993.
 DU1707
 DU1707.The geoid height was determined by GEOID03.
 DU1707
 DU1707.The dynamic height is computed by dividing the NAVD 88
 DU1707.geopotential number by the normal gravity value computed on the
 DU1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1707.degrees latitude (g = 980.6199 gals.).
 DU1707
 DU1707.The modeled gravity was interpolated from observed gravity values.
 DU1707
 DU1707;                    North         East    Units  Estimated Accuracy
 DU1707;SPC AZ C     -   264,600.      209,280.      MT  (+/- 180 meters Scaled)
 DU1707
 DU1707                          SUPERSEDED SURVEY CONTROL
 DU1707
 DU1707.No superseded survey control is available for this station.
 DU1707
 DU1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106945(NAD 83)
 DU1707_MARKER: DB = BENCH MARK DISK
 DU1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1707_SP_SET: CONCRETE HEADWALL
 DU1707_STAMPING: SGT 34
 DU1707_MARK LOGO: SRVWUA
 DU1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1707+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DU1707
 DU1707  HISTORY     - Date     Condition        Report By
 DU1707  HISTORY     - UNK      MONUMENTED       SRVWUA
 DU1707  HISTORY     - 1981     GOOD             AZDT
 DU1707  HISTORY     - 20060814 GOOD             GEOCAC
 DU1707
 DU1707                          STATION DESCRIPTION
 DU1707
 DU1707'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1707'IN TEMPE.
 DU1707'IN TEMPE, 2.0 MI (3.22 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1707'TO THE INTERSECTION OF PRIEST DRIVE, THENCE SOUTH 0.43 MI (692 METERS)
 DU1707'TO THE MARK ON THE LEFT ON THE NORTH BANK OF THE WESTERN CANAL, 40 FT
 DU1707'(12.19 METERS) EAST OF THE CENTER OF PRIEST DRIVE, 10 FT (3.05 METERS)
 DU1707'SOUTH OF THE ROAD ON THE NORTH BANK OF CANAL, A STANDARD BRASS CAP
 DU1707'EPOXIED ON A CONCRETE HEADWALL.
 DU1707
 DU1707                          STATION RECOVERY (2006)
 DU1707
 DU1707'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1702 ***********************************************************************
 DU1702  DESIGNATION -  SGT 38
 DU1702  PID         -  DU1702
 DU1702  STATE/COUNTY-  AZ/MARICOPA
 DU1702  USGS QUAD   -  TEMPE (1982)
 DU1702
 DU1702                         *CURRENT SURVEY CONTROL
 DU1702  ___________________________________________________________________
 DU1702* NAD 83(1986)-  33 23 34.     (N)    111 56 36.     (W)     SCALED    
 DU1702* NAVD 88     -       357.214  (meters)    1171.96   (feet)  ADJUSTED  
 DU1702  ___________________________________________________________________
 DU1702  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1702  DYNAMIC HT  -         356.803 (meters)    1170.61  (feet)  COMP
 DU1702  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DU1702
 DU1702  VERT ORDER  -  SECOND    CLASS I
 DU1702
 DU1702.The horizontal coordinates were scaled from a topographic map and have
 DU1702.an estimated accuracy of +/- 6 seconds.
 DU1702
 DU1702.The orthometric height was determined by differential leveling
 DU1702.and adjusted in January 1998.
 DU1702
 DU1702.The geoid height was determined by GEOID03.
 DU1702
 DU1702.The dynamic height is computed by dividing the NAVD 88
 DU1702.geopotential number by the normal gravity value computed on the
 DU1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1702.degrees latitude (g = 980.6199 gals.).
 DU1702
 DU1702.The modeled gravity was interpolated from observed gravity values.
 DU1702
 DU1702;                    North         East    Units  Estimated Accuracy
 DU1702;SPC AZ C     -   265,310.      210,880.      MT  (+/- 180 meters Scaled)
 DU1702
 DU1702                          SUPERSEDED SURVEY CONTROL
 DU1702
 DU1702  NAVD 88 (11/29/93)  357.210  (m)         1171.95   (f) UNKNOWN     2 1
 DU1702
 DU1702.Superseded values are not recommended for survey control.
 DU1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1702.See file dsdata.txt to determine how the superseded data were derived.
 DU1702
 DU1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB122952(NAD 83)
 DU1702_MARKER: DB = BENCH MARK DISK
 DU1702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1702_SP_SET: CONCRETE HEADGATE
 DU1702_STAMPING: SGT 38
 DU1702_MARK LOGO: SRVWUA
 DU1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1702+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DU1702
 DU1702  HISTORY     - Date     Condition        Report By
 DU1702  HISTORY     - UNK      MONUMENTED       SRVWUA
 DU1702  HISTORY     - 1981     GOOD             AZDT
 DU1702  HISTORY     - 20060807 GOOD             GEOCAC
 DU1702  HISTORY     - 20070928 GOOD             GEOCAC
 DU1702
 DU1702                          STATION DESCRIPTION
 DU1702
 DU1702'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1702'IN TEMPE.
 DU1702'IN TEMPE, 1.0 MI (1.61 KM) WEST ALONG SOUTHERN AVENUE FROM THE
 DU1702'INTERSECTION OF RURAL ROAD TO THE INTERSECTION OF THE SOUTHERN PACIFIC
 DU1702'RAILROAD TRACK AND THE MARK IN THE NORTHEAST CORNER, 35 FT
 DU1702'(10.66 METERS) EAST OF THE CENTERLINE OF RAILROAD TRACKS, 40 FT
 DU1702'(12.19 METERS) NORTH OF THE CENTERLINE OF SOUTHERN AVENUE, ON THE
 DU1702'NORTH SIDE OF A 4- BY 10-FOOT CONCRETE BOX, A STANDARD SRVWUA BRASS
 DU1702'CAP EPOXIED ON WALL.
 DU1702
 DU1702                          STATION RECOVERY (2006)
 DU1702
 DU1702'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1702'RECOVERED IN GOOD CONDITION.
 DU1702
 DU1702                          STATION RECOVERY (2007)
 DU1702
 DU1702'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU1702'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU1702'THE DESCRIPTION   THE MARK IS 3.0 FEET EAST OF UTILITY POLE SRPD 21.
 DU1702'HANDHELD COORDINATES
 DU1702'33 23 34.7 (N)   111 56 36.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0185 ***********************************************************************
 CH0185  DESIGNATION -  SHACK
 CH0185  PID         -  CH0185
 CH0185  STATE/COUNTY-  AZ/PIMA
 CH0185  USGS QUAD   -  SOUTH OF LUKEVILLE (1988)
 CH0185
 CH0185                         *CURRENT SURVEY CONTROL
 CH0185  ___________________________________________________________________
 CH0185* NAD 83(1992)-  31 51 55.83838(N)    112 45 19.67188(W)     ADJUSTED  
 CH0185* NAVD 88     -       470.87   (+/-2cm)    1544.8    (feet)  VERTCON   
 CH0185  ___________________________________________________________________
 CH0185  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CH0185  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 CH0185  HORZ ORDER  -  THIRD
 CH0185  VERT ORDER  -  THIRD ? (See Below)
 CH0185
 CH0185.The horizontal coordinates were established by classical geodetic methods
 CH0185.and adjusted by the National Geodetic Survey in August 1993.
 CH0185
 CH0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0185.The vertical order pertains to the NGVD 29 superseded value.
 CH0185
 CH0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0185
 CH0185.The geoid height was determined by GEOID03.
 CH0185
 CH0185;                    North         East     Units Scale Factor Converg.
 CH0185;SPC AZ C     -    96,262.305   133,990.563   MT  0.99997767   -0 26 34.3
 CH0185;SPC AZ C     -   315,821.21    439,601.58   iFT  0.99997767   -0 26 34.3
 CH0185;UTM  12      - 3,526,872.040   333,933.841   MT  0.99994012   -0 55 37.1
 CH0185
 CH0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0185!SPC AZ C     -   0.99993113  x   0.99997767  =   0.99990880
 CH0185!UTM  12      -   0.99993113  x   0.99994012  =   0.99987126
 CH0185
 CH0185|---------------------------------------------------------------------|
 CH0185| PID    Reference Object                     Distance      Geod. Az  |
 CH0185|                                                           dddmmss.s |
 CH0185| CH5423 SHACK RM 1                           22.034 METERS 13617     |
 CH0185| CH0184 BOUNDARY MON 166 MX US              APPROX. 1.5 KM 2714354.5 |
 CH0185| CH5424 SHACK RM 2                            4.851 METERS 29930     |
 CH0185|---------------------------------------------------------------------|
 CH0185
 CH0185                          SUPERSEDED SURVEY CONTROL
 CH0185
 CH0185  NAD 83(1986)-  31 51 55.82705(N)    112 45 19.67284(W) AD(       ) 3
 CH0185  NAD 27      -  31 51 55.58961(N)    112 45 17.09452(W) AD(       ) 3
 CH0185  NGVD 29 (07/19/86)  470.13   (m)         1542.4    (f) LEVELING    3  
 CH0185
 CH0185.Superseded values are not recommended for survey control.
 CH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0185.See file dsdata.txt to determine how the superseded data were derived.
 CH0185
 CH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA3393426872(NAD 83)
 CH0185_MARKER: DS = TRIANGULATION STATION DISK
 CH0185_SETTING: 66 = SET IN ROCK OUTCROP
 CH0185
 CH0185  HISTORY     - Date     Condition        Report By
 CH0185  HISTORY     - 1936     MONUMENTED       CGS
 CH0185  HISTORY     - 1958     GOOD             AMS
 CH0185  HISTORY     - 1972     GOOD             AZHD
 CH0185
 CH0185                          STATION DESCRIPTION
 CH0185
 CH0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0185'ON THE HIGHEST POINT OF THE SOUTHEAST AND HIGHER ONE OF TWO
 CH0185'LOW HILLS, 4.0 MILES EAST OF THE SONOYTA CUSTOMHOUSE.  THE
 CH0185'BOUNDARY ROAD PASSES BETWEEN THE TWO HILLS.  THERE IS A CULTIVATED
 CH0185'FIELD AT THE EAST BASE OF THE HILL ON WHICH THE STATION IS
 CH0185'LOCATED AND A TIN SHACK 0.3 MILE NORTHEAST OF STATION.  MARKED
 CH0185'BY A STANDARD BRONZE DISK. REFERENCE
 CH0185'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS
 CH0185'22.070 METERS (72.41 FEET) FROM STATION S 43 DEG 43 MIN E.
 CH0185'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CH0185'DISK, IS 4.864 METERS (15.96 FEET) FROM STATION
 CH0185'N 60 DEG 30 MIN W. BOUNDARY MONUMENT NO. 166 (I.B.W.C.)
 CH0185'MAY BE USED AS AN AZIMUTH MARK.
 CH0185
 CH0185                          STATION RECOVERY (1958)
 CH0185
 CH0185'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CH0185'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE STATION
 CH0185'IS LOCATED ON THE HIGHEST POINT OF A DARK ROCKY HILL, 55.0
 CH0185'FEET S OF A DARK LONE BUSH.  44.0 FEET WSW OF THE CENTER OF TWO
 CH0185'BUSHES.  23.0 FEET NNW OF LONE BUSH.  41.0 FEET NE OF LONE
 CH0185'BUSH.  1.0 FEET NE OF LONE BUSH.
 CH0185
 CH0185                          STATION RECOVERY (1972)
 CH0185
 CH0185'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0185'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CH0185'AS DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0587 ***********************************************************************
 FQ0587  DESIGNATION -  SHADOW
 FQ0587  PID         -  FQ0587
 FQ0587  STATE/COUNTY-  AZ/COCONINO
 FQ0587  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0587
 FQ0587                         *CURRENT SURVEY CONTROL
 FQ0587  ___________________________________________________________________
 FQ0587* NAD 83(1992)-  35 59 01.74506(N)    111 27 50.31350(W)     ADJUSTED  
 FQ0587* NAVD 88     -      1652.4    (meters)    5421.     (feet)  VERTCON   
 FQ0587  ___________________________________________________________________
 FQ0587  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 FQ0587  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0587  HORZ ORDER  -  FIRST
 FQ0587
 FQ0587.The horizontal coordinates were established by classical geodetic methods
 FQ0587.and adjusted by the National Geodetic Survey in August 1993.
 FQ0587
 FQ0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0587
 FQ0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0587
 FQ0587.The geoid height was determined by GEOID03.
 FQ0587
 FQ0587;                    North         East     Units Scale Factor Converg.
 FQ0587;SPC AZ C     -   552,812.293   254,180.650   MT  0.99992053   +0 15 57.5
 FQ0587;SPC AZ C     - 1,813,688.63    833,926.02   iFT  0.99992053   +0 15 57.5
 FQ0587;UTM  12      - 3,982,253.148   458,174.265   MT  0.99962156   -0 16 21.4
 FQ0587
 FQ0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0587!SPC AZ C     -   0.99974446  x   0.99992053  =   0.99966501
 FQ0587!UTM  12      -   0.99974446  x   0.99962156  =   0.99936612
 FQ0587
 FQ0587|---------------------------------------------------------------------|
 FQ0587| PID    Reference Object                     Distance      Geod. Az  |
 FQ0587|                                                           dddmmss.s |
 FQ0587| CH3330 SHADOW RM 1                           6.860 METERS 07530     |
 FQ0587| FQ0589 AIRPORT                             APPROX.12.2 KM 1450735.9 |
 FQ0587| FQ0588 SHADOW MTN CAIRN                     16.650 METERS 17428     |
 FQ0587| FQ0691 COCONINO                            APPROX.20.1 KM 2521646.0 |
 FQ0587| CH3329 SHADOW AZ MK                                       3161544.8 |
 FQ0587| CH3331 SHADOW RM 2                          13.015 METERS 34847     |
 FQ0587|---------------------------------------------------------------------|
 FQ0587
 FQ0587                          SUPERSEDED SURVEY CONTROL
 FQ0587
 FQ0587  NAD 83(1986)-  35 59 01.74716(N)    111 27 50.30939(W) AD(       ) 1
 FQ0587  NAD 27      -  35 59 01.77200(N)    111 27 47.80200(W) AD(       ) 1
 FQ0587  NGVD 29 (07/12/88) 1651.5    (m)         5418.     (f) VERT ANG    3  
 FQ0587
 FQ0587.Superseded values are not recommended for survey control.
 FQ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0587.See file dsdata.txt to determine how the superseded data were derived.
 FQ0587
 FQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5817482253(NAD 83)
 FQ0587_MARKER: DS = TRIANGULATION STATION DISK
 FQ0587_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0587_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FQ0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0587+STABILITY: POSITION/ELEVATION WELL
 FQ0587
 FQ0587  HISTORY     - Date     Condition        Report By
 FQ0587  HISTORY     - 1951     MONUMENTED       CGS
 FQ0587  HISTORY     - 1955     GOOD             CGS
 FQ0587  HISTORY     - 1955     GOOD             USGS
 FQ0587  HISTORY     - 1977     GOOD             NGS
 FQ0587  HISTORY     - 1983     GOOD             AZDT
 FQ0587
 FQ0587                          STATION DESCRIPTION
 FQ0587
 FQ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0587'THE STATION IS LOCATED ON THE HIGHEST POINT OF SHADOW MOUNTAIN,
 FQ0587'A PROMINENT DARK VOLCANIC MOUNTAIN.  IT IS ABOUT 17 MILES
 FQ0587'AIRLINE SOUTHWEST OF TUBA CITY, ABOUT 9 MILES AIRLINE
 FQ0587'NORTH-NORTHWEST OF CAMERON, AND ABOUT 3 MILES AIRLINE WEST
 FQ0587'OF U.S. HIGHWAY 89.
 FQ0587'
 FQ0587'THE STATION IS IN THE CENTER OF THE HIGHEST NORTH-SOUTH
 FQ0587'RIDGE ON THE SUMMIT.  IT IS A STANDARD DISK SET IN A DRILL
 FQ0587'HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  THE DISK IS
 FQ0587'STAMPED--SHADOW 1951.
 FQ0587'
 FQ0587'REFERENCE MARK NUMBER ONE IS 3 FEET LOWER THAN THE STATION.
 FQ0587'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 FQ0587'PROJECTS 2 INCHES.  THE DISK IS STAMPED--SHADOW NO 1 1951.
 FQ0587'
 FQ0587'REFERENCE MARK NUMBER TWO IS 2 FEET LOWER THAN THE STATION.
 FQ0587'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 FQ0587'PROJECTS 2 INCHES.  THE DISK IS STAMPED--SHADOW NO 2 1951.
 FQ0587'
 FQ0587'THE CAIRN IS IN THE CENTER OF THE NORTH-SOUTH RIDGIT IS
 FQ0587'6 FEET IN DIAMETER AND 4 FEET HIGH.  THE TOP OF THE CAIRN HAS
 FQ0587'BEEN TORN DOWN AND THE ROCKS WERE ROLLED OFF THE TOP INTO
 FQ0587'THE GULLY TO THE WEST.
 FQ0587'
 FQ0587'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTER LINE OF THE
 FQ0587'TRACK ROAD, 4 FEET NORTH OF A SMALL CAIRN, AND ON A BEDROCK
 FQ0587'LEDGE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 FQ0587'THAT PROJECTS 4 FEET ON THE EAST SIDE.  THE DISK IS
 FQ0587'STAMPED--SHADOW 1951.  TO REACH THE MARK FROM THE STATION PACK
 FQ0587'WEST FOR 1/2 MILE TO THE END OF TRUCK TRAVEL.  GO WEST
 FQ0587'ON DIM TRACK ROAD FOR 0.4 MILE TO A CROSS ROAD.  TURN RIGHT,
 FQ0587'NORTHWESTERLY, AND GO 0.6 MILE TO THE MARK ON THE LEFT.
 FQ0587'
 FQ0587'TO REACH THE STATION FROM THE POST OFFICE IN TUBA CITY GO
 FQ0587'SOUTH AND WEST ON THE MAIN TRAVELED ROAD FOR 12.3 MILES TO
 FQ0587'U.S. HIGHWAY 89.  TURN RIGHT, NORTH, AND GO 1.05 MILES TO
 FQ0587'A FORK, JUST AFTER CROSSING BRIDGE OVER MOENCOPI WASH.  TURN
 FQ0587'LEFT, WESTERLY, AND GO 1.8 MILES TO A FORK.  TAKE THE LEFT
 FQ0587'FORK AND GO 0.65 MILE TO A PUMP AND WATER TROUGH ON THE RIGHT.
 FQ0587'CONTINUE, WEST, AND GO 0.9 MILE TO A FORK IN A WASH.  TURN
 FQ0587'LEFT AND GO 1.9 MILES TO A FORK.  TAKE THE RIGHT FORK SOUTH
 FQ0587'AND GO 1.1 MILES TO A CROSS ROAD.  TURN LEFT, EAST, AND GO 0.4
 FQ0587'MILE TO THE END OF THE ROAD AND END OF TRUCK TRAVEL.  PACK
 FQ0587'EAST UP THE GULLY TO THE SADDLE AND THEN TURN RIGHT AND
 FQ0587'GO SOUTHEAST TO THE HIGHEST POINT AND THE STATION.  THE PACK
 FQ0587'WILL REQUIRE ABOUT 1/2 HOUR OVER VOLCANIC CINDERS.
 FQ0587'
 FQ0587'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 FQ0587
 FQ0587                          STATION RECOVERY (1955)
 FQ0587
 FQ0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0587'THE STATION WAS NOT VISITED.  ACCORDING TO LOCAL INFORMATION
 FQ0587'A SIGNAL VISIBLE ON THE MOUNTAIN WAS IN PLACE OVER THE STATION.
 FQ0587'THE SIGNAL APPEARED TO BE IN CORRECT RELATION TO A CAIRN AS
 FQ0587'DESCRIBED IN THE ORIGINAL DESCRIPTION.
 FQ0587
 FQ0587                          STATION RECOVERY (1955)
 FQ0587
 FQ0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FQ0587'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FQ0587'AGREE WITH NGS.  NEW TO REACH FOLLOWS.
 FQ0587'
 FQ0587'TO REACH FROM TUBA CITY, DRIVE 12.3 MI SW. ON GRADED RD.  TURN
 FQ0587'1.4 MI N. ON U.S. HWY. 89.  TURN LEFT AT WEST SIDE OF MOENCOPI
 FQ0587'WASH ON TRACK RD. 1.9 MI TO RD. FORKS.  TAKE LEFT FORK 1.4 MI TO
 FQ0587'RD. FORKS.  TAKE LEFT FORK TO END OF RD. ON NORTH SLOPE OF SHADOW
 FQ0587'MTN.  HIKE S. ALONG RIDGE TO TOP AND STATION.  ABOUT A 20-MINUTE
 FQ0587'PACK.
 FQ0587
 FQ0587                          STATION RECOVERY (1977)
 FQ0587
 FQ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 FQ0587'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN FAIR
 FQ0587'CONDITION.  THE DISTANCE TO RM 2 CHECKED WITHIN 2 MINUTES AND RM 1
 FQ0587'BY 4 SECONDS.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 FQ0587'
 FQ0587'TO REACH THE STATION FROM CAMERON, GO NORTH ON U.S. HWY. 89 TO MILE
 FQ0587'POST 477.4 AND TURN LEFT, WEST, ON GRADED ROAD FOR 3.35 MILES, TAKE
 FQ0587'TRACK ROAD LEFT FOR 1.70 MILES TO A DIM TRACK ROAD AND FORK, TAKE
 FQ0587'LEFT FORK FOR 0.25 MILE TO A WASH THAT RUNS LEFT AND RIGHT, CROSS
 FQ0587'WASH AND CONTINUE 0.50 MILE STRAIGHT AHEAD UP A NARROW CANYON TO
 FQ0587'END OF TRUCK TRAVEL (A 4 X 4 VEHICLE CAN DRIVE LEFT UP A RIDGE
 FQ0587'600 FEET TO GAIN MORE ELEVATION).  CONTINUE UP RIDGE, SOUTHERLY,
 FQ0587'TO TOP OF HILL AND THE STATION.  A STEEP PACK WITH LOOSE FOOTING,
 FQ0587'30 MINUTE PACK WITH EQUIPMENT.
 FQ0587'
 FQ0587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NNW
 FQ0587'CAMERON.
 FQ0587'
 FQ0587'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0587
 FQ0587                          STATION RECOVERY (1983)
 FQ0587
 FQ0587'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0587'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 FQ0587'1977.  THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0588 ***********************************************************************
 FQ0588  DESIGNATION -  SHADOW MTN CAIRN
 FQ0588  PID         -  FQ0588
 FQ0588  STATE/COUNTY-  AZ/COCONINO
 FQ0588  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0588
 FQ0588                         *CURRENT SURVEY CONTROL
 FQ0588  ___________________________________________________________________
 FQ0588* NAD 83(1992)-  35 59 01.20737(N)    111 27 50.24936(W)     ADJUSTED  
 FQ0588* NAVD 88     -      1653.     (meters)    5423.     (feet)  SCALED    
 FQ0588  ___________________________________________________________________
 FQ0588  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 FQ0588  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FQ0588  HORZ ORDER  -  THIRD
 FQ0588
 FQ0588.The horizontal coordinates were established by classical geodetic methods
 FQ0588.and adjusted by the National Geodetic Survey in August 1993.
 FQ0588
 FQ0588.The orthometric height was scaled from a topographic map.
 FQ0588
 FQ0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0588
 FQ0588.The geoid height was determined by GEOID03.
 FQ0588
 FQ0588;                    North         East     Units Scale Factor Converg.
 FQ0588;SPC AZ C     -   552,795.729   254,182.333   MT  0.99992053   +0 15 57.6
 FQ0588;SPC AZ C     - 1,813,634.28    833,931.54   iFT  0.99992053   +0 15 57.6
 FQ0588;UTM  12      - 3,982,236.574   458,175.792   MT  0.99962155   -0 16 21.4
 FQ0588
 FQ0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0588!SPC AZ C     -   0.99974439  x   0.99992053  =   0.99966494
 FQ0588!UTM  12      -   0.99974439  x   0.99962155  =   0.99936604
 FQ0588
 FQ0588                          SUPERSEDED SURVEY CONTROL
 FQ0588
 FQ0588  NAD 83(1986)-  35 59 01.20948(N)    111 27 50.24526(W) AD(       ) 4
 FQ0588  NAD 27      -  35 59 01.23400(N)    111 27 47.73800(W) AD(       ) 3
 FQ0588
 FQ0588.Superseded values are not recommended for survey control.
 FQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0588.See file dsdata.txt to determine how the superseded data were derived.
 FQ0588
 FQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5817682237(NAD 83)
 FQ0588_MARKER: 72 = CAIRN
 FQ0588
 FQ0588  HISTORY     - Date     Condition        Report By
 FQ0588  HISTORY     - 1951     FIRST OBSERVED   CGS
 FQ0588  HISTORY     - 1955     GOOD             CGS
 FQ0588
 FQ0588                          STATION DESCRIPTION
 FQ0588
 FQ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0588'THE CAIRN IS ON THE HIGHEST POINT OF SHADOW MOUNTAIN, ABOUT 17
 FQ0588'MILES AIRLINE SOUTHWEST OF TUBA CITY, ABOUT 9 MILES AIRLINE
 FQ0588'NORTH NORTHWEST OF CAMERON, AND ABOUT 3 MILES WEST OF U.S. HIGHWAY
 FQ0588'89.
 FQ0588'
 FQ0588'THE CAIRN IS 4 FEET HIGH AND 6 FEET IN DIAMETER WITH THE TOP TORN
 FQ0588'DOWN.  IT IS IN THE CENTER OF THE NORTH-SOUTH RIDGE, 16.65
 FQ0588'METERS, 54.63 FEET SOUTH OF STATION SHADOW.
 FQ0588'
 FQ0588'THE CENTER OF THE CAIRN WAS INTERSECTED.
 FQ0588
 FQ0588                          STATION RECOVERY (1955)
 FQ0588
 FQ0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0588'THE STATION WAS NOT VISITED.  A CAIRN WITH THE TOP TORN OFF
 FQ0588'AND ON THE SOUTH SIDE OF THE MOUNTAIN AND SLIGHTLY LOWER THAN THE
 FQ0588'HIGHEST POINT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1110 ***********************************************************************
 CY1110  DESIGNATION -  SHAM
 CY1110  PID         -  CY1110
 CY1110  STATE/COUNTY-  AZ/GREENLEE
 CY1110  USGS QUAD   -  ASH PEAK (1986)
 CY1110
 CY1110                         *CURRENT SURVEY CONTROL
 CY1110  ___________________________________________________________________
 CY1110* NAD 83(1992)-  32 46 19.85325(N)    109 16 27.42435(W)     ADJUSTED  
 CY1110* NAVD 88     -      1327.9    (meters)    4357.     (feet)  VERTCON   
 CY1110  ___________________________________________________________________
 CY1110  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CY1110  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CY1110  HORZ ORDER  -  SECOND
 CY1110
 CY1110.The horizontal coordinates were established by classical geodetic methods
 CY1110.and adjusted by the National Geodetic Survey in August 1993.
 CY1110
 CY1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1110
 CY1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1110
 CY1110.The geoid height was determined by GEOID03.
 CY1110
 CY1110;                    North         East     Units Scale Factor Converg.
 CY1110;SPC AZ E     -   196,840.872   296,962.694   MT  0.99998616   +0 28 59.1
 CY1110;SPC AZ E     -   645,803.39    974,287.05   iFT  0.99998616   +0 28 59.1
 CY1110;UTM  12      - 3,627,349.261   661,632.373   MT  0.99992214   +0 56 03.6
 CY1110
 CY1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1110!SPC AZ E     -   0.99979565  x   0.99998616  =   0.99978181
 CY1110!UTM  12      -   0.99979565  x   0.99992214  =   0.99971780
 CY1110
 CY1110|---------------------------------------------------------------------|
 CY1110| PID    Reference Object                     Distance      Geod. Az  |
 CY1110|                                                           dddmmss.s |
 CY1110| CC8232 SHAM RM 1                            13.035 METERS 10538     |
 CY1110| CY1109 ASH PEAK                            APPROX. 2.5 KM 1530835.6 |
 CY1110| CC8233 SHAM RM 2                            12.898 METERS 28555     |
 CY1110|---------------------------------------------------------------------|
 CY1110
 CY1110                          SUPERSEDED SURVEY CONTROL
 CY1110
 CY1110  NAD 83(1986)-  32 46 19.84895(N)    109 16 27.42104(W) AD(       ) 2
 CY1110  NAD 27      -  32 46 19.60466(N)    109 16 25.18086(W) AD(       ) 2
 CY1110  NGVD 29 (07/19/86) 1327.2    (m)         4354.     (f) VERT ANG    3  
 CY1110
 CY1110.Superseded values are not recommended for survey control.
 CY1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1110.See file dsdata.txt to determine how the superseded data were derived.
 CY1110
 CY1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6163227349(NAD 83)
 CY1110_MARKER: DD = SURVEY DISK
 CY1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1110
 CY1110  HISTORY     - Date     Condition        Report By
 CY1110  HISTORY     - 1976     MONUMENTED       AZDT
 CY1110
 CY1110                          STATION DESCRIPTION
 CY1110
 CY1110'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1110'THE STATION IS ABOUT 25.5 MILES EAST SOUTHEAST OF SAFFORD
 CY1110'IN THE SOUTH R/W OF U.S. HWY. 70 ABOUT 200 FEET EAST OF THE
 CY1110'COUNTY LINE.
 CY1110'
 CY1110'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SHAM 1976
 CY1110'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 3
 CY1110'INCHES.  THE STATION IS 200 FEET EAST OF COUNTY LINE, 5 FOOT NORTH
 CY1110'OF SOUTH R/W FENCE, 95 FEET SOUTH OF HWY. CENTERLINE AND MARKED
 CY1110'WITH A WITNESS POST AND SIGN 4.3 FEET SOUTH.
 CY1110'
 CY1110'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED
 CY1110'SHAM RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1110'PROJECTING 3 INCHES AND IS 5 FOOT NORTH OF SOUTH R/W FENCE LINE.
 CY1110'
 CY1110'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 CY1110'SHAM RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1110'PROJECTING 4 INCHES AND IS 4 FEET NORTH OF R/W FENCELINE.
 CY1110'
 CY1110'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND
 CY1110'70, 10 MILES EAST OF SAFFORD, TRAVEL EAST SOUTHEAST ON HWY. 70 TO
 CY1110'MILE POST 367 AND STATION IN THE SOUTH R/W.
 CY1110'
 CY1110'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0755 ***********************************************************************
 DT0755  DESIGNATION -  SHANNON 2
 DT0755  PID         -  DT0755
 DT0755  STATE/COUNTY-  AZ/GREENLEE
 DT0755  USGS QUAD   -  CLIFTON (1989)
 DT0755
 DT0755                         *CURRENT SURVEY CONTROL
 DT0755  ___________________________________________________________________
 DT0755* NAD 83(1992)-  33 07 26.04484(N)    109 21 24.50255(W)     ADJUSTED  
 DT0755* NAVD 88     -      1761.8    (meters)    5780.     (feet)  VERTCON   
 DT0755  ___________________________________________________________________
 DT0755  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DT0755  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DT0755  HORZ ORDER  -  SECOND
 DT0755
 DT0755.The horizontal coordinates were established by classical geodetic methods
 DT0755.and adjusted by the National Geodetic Survey in August 1993.
 DT0755
 DT0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0755
 DT0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0755
 DT0755.The geoid height was determined by GEOID03.
 DT0755
 DT0755;                    North         East     Units Scale Factor Converg.
 DT0755;SPC AZ E     -   235,783.383   288,931.561   MT  0.99997039   +0 26 33.3
 DT0755;SPC AZ E     -   773,567.53    947,938.19   iFT  0.99997039   +0 26 33.3
 DT0755;UTM  12      - 3,666,224.188   653,293.936   MT  0.99988974   +0 53 53.2
 DT0755
 DT0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0755!SPC AZ E     -   0.99972742  x   0.99997039  =   0.99969782
 DT0755!UTM  12      -   0.99972742  x   0.99988974  =   0.99961719
 DT0755
 DT0755|---------------------------------------------------------------------|
 DT0755| PID    Reference Object                     Distance      Geod. Az  |
 DT0755|                                                           dddmmss.s |
 DT0755| CD3629 SHANNON 2 RM 2                        7.217 METERS 14540     |
 DT0755| DT0751 RENCI                               APPROX. 5.9 KM 1951244.1 |
 DT0755| CD3628 SHANNON 2 RM 1                        4.019 METERS 34821     |
 DT0755|---------------------------------------------------------------------|
 DT0755
 DT0755                          SUPERSEDED SURVEY CONTROL
 DT0755
 DT0755  NAD 83(1986)-  33 07 26.04085(N)    109 21 24.50166(W) AD(       ) 2
 DT0755  NAD 27      -  33 07 25.82024(N)    109 21 22.23145(W) AD(       ) 2
 DT0755  NGVD 29 (07/19/86) 1761.0    (m)         5778.     (f) VERT ANG    3  
 DT0755
 DT0755.Superseded values are not recommended for survey control.
 DT0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0755.See file dsdata.txt to determine how the superseded data were derived.
 DT0755
 DT0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5329466224(NAD 83)
 DT0755_MARKER: DD = SURVEY DISK
 DT0755_SETTING: 66 = SET IN ROCK OUTCROP
 DT0755_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0755+STABILITY: POSITION/ELEVATION WELL
 DT0755
 DT0755  HISTORY     - Date     Condition        Report By
 DT0755  HISTORY     - 1978     MONUMENTED       AZDT
 DT0755
 DT0755                          STATION DESCRIPTION
 DT0755
 DT0755'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0755'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-NORTHWEST OF CLIFTON
 DT0755'ON THE SOUTH END OF A RIDGE JUST NORTH OF THE NEW PHELPS-DODGE
 DT0755'METCALF PIT.
 DT0755'
 DT0755'THE STATION IS A STANDARD U.S.G.S. B.M. TABLET STAMPED SHANNON
 DT0755'NO. 2 1961 AND IS CEMENTED IN A ROCK.
 DT0755'
 DT0755'REFERENCE MARK 1 IS A STANDARD U.S.G.S. REFERENCE MARK DISK
 DT0755'STAMPED NO. 1 CEMENTED IN A BOULDER.
 DT0755'
 DT0755'REFERENCE MARK 2 IS A STANDARD U.S.G.S. REFERENCE MARK DISK
 DT0755'STAMPED NO. 2 CEMENTED IN A ROCK.
 DT0755'
 DT0755'TO REACH THE STATION, A PASS IS NEEDED TO TRAVEL THE PHELPS-DODGE
 DT0755'PROPERTY.  SEE THE PLANT MANAGER AT THE ADMINISTRATION BLDG. AND
 DT0755'A GUIDE WILL BE FURNISHED TO GUIDE YOU TO THE STATION.
 DT0755'
 DT0755'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0939 ***********************************************************************
 ES0939  DESIGNATION -  SHARP
 ES0939  PID         -  ES0939
 ES0939  STATE/COUNTY-  AZ/NAVAJO
 ES0939  USGS QUAD   -  HANKS DRAW (1990)
 ES0939
 ES0939                         *CURRENT SURVEY CONTROL
 ES0939  ___________________________________________________________________
 ES0939* NAD 83(1992)-  34 22 55.54233(N)    110 40 16.32091(W)     ADJUSTED  
 ES0939* NAVD 88     -      2158.7    (meters)    7082.     (feet)  VERTCON   
 ES0939  ___________________________________________________________________
 ES0939  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 ES0939  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0939  HORZ ORDER  -  SECOND
 ES0939
 ES0939.The horizontal coordinates were established by classical geodetic methods
 ES0939.and adjusted by the National Geodetic Survey in August 1993.
 ES0939
 ES0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0939
 ES0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0939
 ES0939.The geoid height was determined by GEOID03.
 ES0939
 ES0939;                    North         East     Units Scale Factor Converg.
 ES0939;SPC AZ E     -   375,149.193   166,962.929   MT  0.99992653   -0 17 05.7
 ES0939;SPC AZ E     - 1,230,804.44    547,778.64   iFT  0.99992653   -0 17 05.7
 ES0939;UTM  12      - 3,804,572.223   530,227.377   MT  0.99961126   +0 11 08.4
 ES0939
 ES0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0939!SPC AZ E     -   0.99966498  x   0.99992653  =   0.99959154
 ES0939!UTM  12      -   0.99966498  x   0.99961126  =   0.99927637
 ES0939
 ES0939:                Primary Azimuth Mark                     Grid Az
 ES0939:SPC AZ E     -  WALNUT                                   006 44 49.6
 ES0939:UTM  12      -  WALNUT                                   006 16 35.5
 ES0939
 ES0939|---------------------------------------------------------------------|
 ES0939| PID    Reference Object                     Distance      Geod. Az  |
 ES0939|                                                           dddmmss.s |
 ES0939| ES0951 WALNUT                              407.118 METERS 0062743.9 |
 ES0939|---------------------------------------------------------------------|
 ES0939
 ES0939                          SUPERSEDED SURVEY CONTROL
 ES0939
 ES0939  NAD 83(1986)-  34 22 55.53623(N)    110 40 16.32553(W) AD(       ) 2
 ES0939  NGVD 29 (08/03/87) 2157.7    (m)         7079.     (f) VERT ANG    3  
 ES0939
 ES0939.Superseded values are not recommended for survey control.
 ES0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0939.See file dsdata.txt to determine how the superseded data were derived.
 ES0939
 ES0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3022704572(NAD 83)
 ES0939_MARKER: DS = TRIANGULATION STATION DISK
 ES0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0939+STABILITY: SURFACE MOTION
 ES0939
 ES0939  HISTORY     - Date     Condition        Report By
 ES0939  HISTORY     - 1984     MONUMENTED       AZDT
 ES0939  HISTORY     - 19971011 GOOD             USPSQD
 ES0939
 ES0939                          STATION DESCRIPTION
 ES0939
 ES0939'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0939'THE STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0939'SIDE OF STATE ROUTE 260.
 ES0939'
 ES0939'THE STATION MARK IS AN AZDT DISK STAMPED---SHARP 1984---.  IT IS SET
 ES0939'IN THE TOP OF A 10 INCH CONCRETE MONUMENT 94 FEET SOUTHEAST OF THE
 ES0939'CENTER LINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE
 ES0939'AND 3 FEET SOUTHEAST OF THE WITNESS POST.
 ES0939'
 ES0939'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0939'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 6.75 MILES TO
 ES0939'MILEPOST 297.2 AND THE STATION ON THE LEFT.
 ES0939
 ES0939                          STATION RECOVERY (1997)
 ES0939
 ES0939'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0730 ***********************************************************************
 FQ0730  DESIGNATION -  SHARP BUTTE 16 MI NW HENNESSY
 FQ0730  PID         -  FQ0730
 FQ0730  STATE/COUNTY-  AZ/NAVAJO
 FQ0730  USGS QUAD   -  TURKEY TRACK BUTTE (1972)
 FQ0730
 FQ0730                         *CURRENT SURVEY CONTROL
 FQ0730  ___________________________________________________________________
 FQ0730* NAD 83(1992)-  35 13 31.54217(N)    110 13 37.03646(W)     ADJUSTED  
 FQ0730* NAVD 88     -              **(meters)            **(feet)            
 FQ0730  ___________________________________________________________________
 FQ0730  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 FQ0730  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FQ0730  HORZ ORDER  -  THIRD
 FQ0730
 FQ0730.The horizontal coordinates were established by classical geodetic methods
 FQ0730.and adjusted by the National Geodetic Survey in August 1993.
 FQ0730
 FQ0730
 FQ0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0730
 FQ0730.The geoid height was determined by GEOID03.
 FQ0730
 FQ0730;                    North         East     Units Scale Factor Converg.
 FQ0730;SPC AZ E     -   468,583.000   207,872.112   MT  0.99990037   -0 02 05.2
 FQ0730;SPC AZ E     - 1,537,345.80    681,995.12   iFT  0.99990037   -0 02 05.2
 FQ0730;UTM  12      - 3,898,316.424   570,348.385   MT  0.99966099   +0 26 45.3
 FQ0730
 FQ0730                          SUPERSEDED SURVEY CONTROL
 FQ0730
 FQ0730  NAD 83(1986)-  35 13 31.53414(N)    110 13 37.04005(W) AD(       ) 4
 FQ0730  NAD 27      -  35 13 31.48000(N)    110 13 34.59000(W) AD(       ) 3
 FQ0730
 FQ0730.Superseded values are not recommended for survey control.
 FQ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0730.See file dsdata.txt to determine how the superseded data were derived.
 FQ0730
 FQ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD7034898316(NAD 83)
 FQ0730
 FQ0730  HISTORY     - Date     Condition        Report By
 FQ0730  HISTORY     - UNK      MONUMENTED
 FQ0730  HISTORY     - 1956     GOOD             CGS
 FQ0730
 FQ0730                          STATION DESCRIPTION
 FQ0730
 FQ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (VRS)
 FQ0730'RECOVERY WAS VERIFIED BY USING THE STATION IN AN AIR PHOTOGRAPHIC
 FQ0730'PLOT.  A COMPLETE DESCRIPTION FOLLOWS--
 FQ0730'
 FQ0730'THE STATION IS A DOME-SHAPED PEAK OF BLACK VOLCANIC ROCK
 FQ0730'WITH A SHARP POINT ATOP, ABOUT 18 MI. N OF HOLBROOK, 8.5 MI.
 FQ0730'W OF THE HOLBROOK-KEAMS CANYON ROAD, AND S OF AND ON LINE
 FQ0730'WITH TWO ISOLATED MESAS IN A ROW.  A CRAG-TOPPED PEAK LIES
 FQ0730'APPROXIMATELY 3 MI. SE OF THE STATION.
 FQ0730'
 FQ0730'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1038 ***********************************************************************
 FS1038  DESIGNATION -  SHARP HIGH PEAK CAIRN
 FS1038  PID         -  FS1038
 FS1038  STATE/COUNTY-  AZ/MOHAVE
 FS1038  USGS QUAD   -  STOCKTON HILL (1980)
 FS1038
 FS1038                         *CURRENT SURVEY CONTROL
 FS1038  ___________________________________________________________________
 FS1038* NAD 83(1992)-  35 21 25.95483(N)    114 06 51.80278(W)     ADJUSTED  
 FS1038* NAVD 88     -              **(meters)            **(feet)            
 FS1038  ___________________________________________________________________
 FS1038  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 FS1038  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS1038  HORZ ORDER  -  THIRD
 FS1038
 FS1038.The horizontal coordinates were established by classical geodetic methods
 FS1038.and adjusted by the National Geodetic Survey in August 1993.
 FS1038
 FS1038
 FS1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1038
 FS1038.The geoid height was determined by GEOID03.
 FS1038
 FS1038;                    North         East     Units Scale Factor Converg.
 FS1038;SPC AZ W     -   483,277.518   180,242.875   MT  0.99994684   -0 12 39.1
 FS1038;SPC AZ W     - 1,585,556.16    591,348.02   iFT  0.99994684   -0 12 39.1
 FS1038;UTM  11      - 3,916,480.156   762,204.191   MT  1.00044735   +1 40 14.8
 FS1038
 FS1038                          SUPERSEDED SURVEY CONTROL
 FS1038
 FS1038  NAD 83(1986)-  35 21 25.94879(N)    114 06 51.80596(W) AD(       ) 4
 FS1038  NAD 27      -  35 21 25.96500(N)    114 06 48.97400(W) AD(       ) 3
 FS1038
 FS1038.Superseded values are not recommended for survey control.
 FS1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1038.See file dsdata.txt to determine how the superseded data were derived.
 FS1038
 FS1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6220416480(NAD 83)
 FS1038_MARKER: 72 = CAIRN
 FS1038
 FS1038  HISTORY     - Date     Condition        Report By
 FS1038  HISTORY     - 1948     FIRST OBSERVED   CGS
 FS1038
 FS1038                          STATION DESCRIPTION
 FS1038
 FS1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1038'THE STATION IS ABOUT 13-1/2 MILES, AIRLINE NORTH-NORTHWEST OF
 FS1038'KINGMAN, 4-1/2 MILES EAST-SOUTHEAST OF CHLORIDE, AND 5-1/2
 FS1038'MILES EAST OF U.S. HIGHWAY 93 AND 466 AT THE NEAREST POINT.  IT
 FS1038'IS ON THE SUMMIT OF A HIGH SHARP PEAK THAT CAN BE EASILY SEEN
 FS1038'FOR A RADIUS OF SEVERAL MILES.
 FS1038'
 FS1038'THE STATION IS A ROCK CAIRN APPROXIMATELY 5 FEET HIGH AND VERY
 FS1038'SYMMETRICAL.
 FS1038'
 FS1038'THE CENTER OF THE TOP OF THE CAIRN WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0327 ***********************************************************************
 CF0327  DESIGNATION -  SHAW
 CF0327  PID         -  CF0327
 CF0327  STATE/COUNTY-  AZ/COCHISE
 CF0327  USGS QUAD   -  RUSTLER PARK (1978)
 CF0327
 CF0327                         *CURRENT SURVEY CONTROL
 CF0327  ___________________________________________________________________
 CF0327* NAD 83(1992)-  31 58 00.92092(N)    109 16 41.31783(W)     ADJUSTED  
 CF0327* NAVD 88     -      2357.2    (meters)    7734.     (feet)  VERTCON   
 CF0327  ___________________________________________________________________
 CF0327  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CF0327  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CF0327  HORZ ORDER  -  FIRST
 CF0327
 CF0327.The horizontal coordinates were established by classical geodetic methods
 CF0327.and adjusted by the National Geodetic Survey in August 1993.
 CF0327
 CF0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0327
 CF0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0327
 CF0327.The geoid height was determined by GEOID03.
 CF0327
 CF0327;                    North         East     Units Scale Factor Converg.
 CF0327;SPC AZ E     -   107,544.312   297,342.533   MT  0.99998696   +0 28 13.6
 CF0327;SPC AZ E     -   352,835.67    975,533.24   iFT  0.99998696   +0 28 13.6
 CF0327;UTM  12      - 3,538,063.926   662,707.723   MT  0.99992650   +0 54 42.5
 CF0327
 CF0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0327!SPC AZ E     -   0.99963410  x   0.99998696  =   0.99962106
 CF0327!UTM  12      -   0.99963410  x   0.99992650  =   0.99956062
 CF0327
 CF0327|---------------------------------------------------------------------|
 CF0327| PID    Reference Object                     Distance      Geod. Az  |
 CF0327|                                                           dddmmss.s |
 CF0327| CC8234 SHAW RM 1                             5.900 METERS 15541     |
 CF0327| CF0324 BUENA VISTA LOOKOUT HOUSE           APPROX. 5.6 KM 1754401.6 |
 CF0327| CF0326 7723=SHAW RM 2                        4.699 METERS 27300     |
 CF0327| CY1149 SUGARLOAF LOOKOUT HOUSE             APPROX. 6.9 KM 3195554.8 |
 CF0327| CY1148 WOOD                                APPROX.17.9 KM 3425937.6 |
 CF0327| CY1147 COCHISE HEAD TARGET                 APPROX.10.4 KM 3483900.4 |
 CF0327|---------------------------------------------------------------------|
 CF0327
 CF0327                          SUPERSEDED SURVEY CONTROL
 CF0327
 CF0327  NAD 83(1986)-  31 58 00.91835(N)    109 16 41.31381(W) AD(       ) 1
 CF0327  NAD 27      -  31 58 00.59400(N)    109 16 39.09100(W) AD(       ) 1
 CF0327  NGVD 29 (02/25/92) 2356.2    (m)         7730.     (f) VERT ANG    3  
 CF0327
 CF0327.Superseded values are not recommended for survey control.
 CF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0327.See file dsdata.txt to determine how the superseded data were derived.
 CF0327
 CF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA6270838064(NAD 83)
 CF0327_MARKER: DS = TRIANGULATION STATION DISK
 CF0327_SETTING: 80 = SET IN A BOULDER
 CF0327_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0327
 CF0327  HISTORY     - Date     Condition        Report By
 CF0327  HISTORY     - 1935     MONUMENTED       CGS
 CF0327  HISTORY     - 1972     GOOD             AZHD
 CF0327
 CF0327                          STATION DESCRIPTION
 CF0327
 CF0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CF0327'STATION IS ON THE CENTRAL ONE OF THE THREE BRUSH-COVERED
 CF0327'SHARP PEAKS ON THE MAIN DIVIDE OF THE CHIRICAHUA MOUNTAINS,
 CF0327'3 MILES SOUTH OF HANDS PASS.
 CF0327'
 CF0327'TO REACH FROM WILLCOX VIA DOS CABEZOS, FROM THE DEPOT IN
 CF0327'WILLCOX FOLLOW THE CHIRICAHUA NATIONAL MONUMENT ROAD SOUTH
 CF0327'FOR 34.5 MILES TO SIGN READING WONDERLAND OF ROCKS, BONITA
 CF0327'CAMP N M - 2 A, CCC 5-1/2 MILES, TURN LEFT AS PER SIGN,
 CF0327'GOING 3.2 MILES AND TURN RIGHT, GO 5.6 MILES AND TURN LEFT
 CF0327'AS PER SIGN JESSE JAMES TRAIL, GO 1-1/2 MILES AND TAKE THE
 CF0327'RIGHT FORK, GOING 1/2 MILE TO AN OLD RANCH HOUSE AND THE
 CF0327'END OF TRUCK TRAVEL.  STATION IS ON THE MOST NORTHERLY OF
 CF0327'THE TWO BRUSH-COVERED HILLS TO THE EAST, ABOUT 1 MILE FROM
 CF0327'THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE SMALL CREEK
 CF0327'BED TO THE EAST, PASSING A PIPE LEADING FROM THE SPRING,
 CF0327'AT THE END OF THE PIPE LINE TURN LEFT ON THE TRAIL AND
 CF0327'FOLLOW IT TO THE TOP OF THE FIRST RIDGE.  FROM HERE THE
 CF0327'STATION CAN BE SEEN AND THE TRAIL ENDS.  BY FOLLOWING
 CF0327'THE RIDGE A GREAT DEAL OF BRUSH MAY BE AVOIDED.  1-1/4
 CF0327'HOURS.  STATION MARK.
 CF0327'
 CF0327'REFERENCE MARK NO. 2 IS U.S. GEOLOGICAL SURVEY BENCH MARK,
 CF0327'ELEV. 7723 FEET.  REFERENCE MARK NO. 1.
 CF0327
 CF0327                          STATION RECOVERY (1972)
 CF0327
 CF0327'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CF0327'A.  GENERAL LOCATION RECOVERED AS DESCRIBED
 CF0327'
 CF0327'D.  REFERENCE MARKS 1 AND 2 IN AND GOOD
 CF0327'
 CF0327'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1248 ***********************************************************************
 DB1248  DESIGNATION -  SHEEP
 DB1248  PID         -  DB1248
 DB1248  STATE/COUNTY-  AZ/YUMA
 DB1248  USGS QUAD   -  WELLTON HILLS (1982)
 DB1248
 DB1248                         *CURRENT SURVEY CONTROL
 DB1248  ___________________________________________________________________
 DB1248* NAD 83(1992)-  32 31 58.98707(N)    114 14 03.36855(W)     ADJUSTED  
 DB1248* NAVD 88     -       959.5    (meters)    3148.     (feet)  VERTCON   
 DB1248  ___________________________________________________________________
 DB1248  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DB1248  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DB1248  HORZ ORDER  -  SECOND
 DB1248
 DB1248.The horizontal coordinates were established by classical geodetic methods
 DB1248.and adjusted by the National Geodetic Survey in August 1993.
 DB1248
 DB1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1248
 DB1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1248
 DB1248.The geoid height was determined by GEOID03.
 DB1248
 DB1248;                    North         East     Units Scale Factor Converg.
 DB1248;SPC AZ W     -   170,081.092   167,869.420   MT  0.99995884   -0 15 37.6
 DB1248;SPC AZ W     -   558,008.83    550,752.69   iFT  0.99995884   -0 15 37.6
 DB1248;UTM  11      - 3,602,896.177   759,758.251   MT  1.00043212   +1 29 17.5
 DB1248
 DB1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1248!SPC AZ W     -   0.99985460  x   0.99995884  =   0.99981345
 DB1248!UTM  11      -   0.99985460  x   1.00043212  =   1.00028666
 DB1248
 DB1248:                Primary Azimuth Mark                     Grid Az
 DB1248:SPC AZ W     -  TINAJAS ALTAS                            148 41 59.1
 DB1248:UTM  11      -  TINAJAS ALTAS                            146 57 04.0
 DB1248
 DB1248|---------------------------------------------------------------------|
 DB1248| PID    Reference Object                     Distance      Geod. Az  |
 DB1248|                                                           dddmmss.s |
 DB1248| DB1306 TINAJAS ALTAS                       APPROX.33.8 KM 1482621.5 |
 DB1248| CF0672 SHEEP RM                             15.204 METERS 16441     |
 DB1248|---------------------------------------------------------------------|
 DB1248
 DB1248                          SUPERSEDED SURVEY CONTROL
 DB1248
 DB1248  NAD 83(1986)-  32 31 58.99694(N)    114 14 03.37756(W) AD(       ) 2
 DB1248  NAD 27      -  32 31 58.81000(N)    114 14 00.59700(W) AD(       ) 2
 DB1248  NGVD 29 (07/19/86)  958.8    (m)         3146.     (f) VERT ANG    3  
 DB1248
 DB1248.Superseded values are not recommended for survey control.
 DB1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1248.See file dsdata.txt to determine how the superseded data were derived.
 DB1248
 DB1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5975802896(NAD 83)
 DB1248_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1248_SETTING: 66 = SET IN ROCK OUTCROP
 DB1248_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DB1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1248
 DB1248  HISTORY     - Date     Condition        Report By
 DB1248  HISTORY     - 1920     MONUMENTED       CGS
 DB1248  HISTORY     - 1964     GOOD             USGS
 DB1248  HISTORY     - 1972     GOOD             AZHD
 DB1248
 DB1248                          STATION DESCRIPTION
 DB1248
 DB1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 DB1248'STATION IS ABOUT 12 MILES BY ROAD OR 10 MILES AIR LINE SSW
 DB1248'FROM WELLTON, ON THE HIGHEST PEAK OF THE GILA MOUNTAIN RANGE
 DB1248'IN THIS VICINITY.
 DB1248'
 DB1248'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DB1248'IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 DB1248'
 DB1248'THE REFERENCE MARK IS 15.204 METERS DISTANT FROM THE STATION
 DB1248'S 15 DEG 19 MIN E.
 DB1248'
 DB1248'STATION IS BEST REACHED FROM WELLTON BY ROAD LEADING S ACROSS
 DB1248'RAILROAD TRACKS W OF RAILWAY STATION.  FOLLOW THIS ROAD FOR
 DB1248'ABOUT 2 MILES AND TAKE W FORK OF ROAD AT HOUSE.  AT NEXT
 DB1248'FORK TAKE LEFT-HAND ROAD LEADING TO FOOT OF MOUNTAIN IN CANYON.
 DB1248'TRUCKS TO FOOT OF MOUNTAIN.  FOLLOW UP LARGE CANYON WITH PEAK
 DB1248'BEARING ABOUT SW.
 DB1248
 DB1248                          STATION RECOVERY (1964)
 DB1248
 DB1248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1248'RECOVERED IN GOOD CONDITION.
 DB1248'
 DB1248'REACHED BY HELICOPTER.
 DB1248
 DB1248                          STATION RECOVERY (1972)
 DB1248
 DB1248'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (WT)
 DB1248'GENERAL LOCATION 10 MILES BY AIR S.S.W. FROM WELLTON ON THE
 DB1248'HIGHEST PEAK IN THIS VICINITY OF THE GILA MOUNTAIN RANGE
 DB1248'IN CENTRAL YUMA COUNTY
 DB1248'
 DB1248'TO REACH STATION REACHED BY HELICOPTER
 DB1248'
 DB1248'STATION MARK STANDARD U.S.C. AND G.S. BRASS CAP SET IN
 DB1248'BEDROCK OUTCROP.  STAMPED SHEEP 1920
 DB1248'
 DB1248'REFERENCE MARKS AS DESCRIBED
 DB1248'
 DB1248'AZIMUTH MARK NONE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1039 ***********************************************************************
 ES1039  DESIGNATION -  SHEEP
 ES1039  PID         -  ES1039
 ES1039  STATE/COUNTY-  AZ/YAVAPAI
 ES1039  USGS QUAD   -  PAGE SPRINGS (1969)
 ES1039
 ES1039                         *CURRENT SURVEY CONTROL
 ES1039  ___________________________________________________________________
 ES1039* NAD 83(1992)-  34 45 35.34930(N)    111 56 55.90598(W)     ADJUSTED  
 ES1039* NAVD 88     -      1126.3    (meters)    3695.     (feet)  VERTCON   
 ES1039  ___________________________________________________________________
 ES1039  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 ES1039  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ES1039  HORZ ORDER  -  SECOND
 ES1039
 ES1039.The horizontal coordinates were established by classical geodetic methods
 ES1039.and adjusted by the National Geodetic Survey in August 1993.
 ES1039
 ES1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1039
 ES1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1039
 ES1039.The geoid height was determined by GEOID03.
 ES1039
 ES1039;                    North         East     Units Scale Factor Converg.
 ES1039;SPC AZ C     -   416,932.090   210,412.609   MT  0.99990011   -0 01 06.1
 ES1039;SPC AZ C     - 1,367,887.43    690,330.08   iFT  0.99990011   -0 01 06.1
 ES1039;UTM  12      - 3,846,818.445   413,161.061   MT  0.99969294   -0 32 27.7
 ES1039
 ES1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1039!SPC AZ C     -   0.99982723  x   0.99990011  =   0.99972736
 ES1039!UTM  12      -   0.99982723  x   0.99969294  =   0.99952023
 ES1039
 ES1039:                Primary Azimuth Mark                     Grid Az
 ES1039:SPC AZ C     -  WHITE                                    035 38 04.3
 ES1039:UTM  12      -  WHITE                                    036 09 25.9
 ES1039
 ES1039|---------------------------------------------------------------------|
 ES1039| PID    Reference Object                     Distance      Geod. Az  |
 ES1039|                                                           dddmmss.s |
 ES1039| ES1038 WHITE                               APPROX. 6.2 KM 0353658.2 |
 ES1039| CH3332 SHEEP RM 1                           12.244 METERS 04634     |
 ES1039| CH3333 SHEEP RM 2                           12.129 METERS 22514     |
 ES1039|---------------------------------------------------------------------|
 ES1039
 ES1039                          SUPERSEDED SURVEY CONTROL
 ES1039
 ES1039  NAD 83(1986)-  34 45 35.34480(N)    111 56 55.90189(W) AD(       ) 2
 ES1039  NAD 27      -  34 45 35.27128(N)    111 56 53.34481(W) AD(       ) 2
 ES1039  NGVD 29 (07/19/86) 1125.5    (m)         3693.     (f) VERT ANG    3  
 ES1039
 ES1039.Superseded values are not recommended for survey control.
 ES1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1039.See file dsdata.txt to determine how the superseded data were derived.
 ES1039
 ES1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1316146818(NAD 83)
 ES1039_MARKER: DD = SURVEY DISK
 ES1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1039
 ES1039  HISTORY     - Date     Condition        Report By
 ES1039  HISTORY     - 1979     MONUMENTED       AZDT
 ES1039  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ES1039
 ES1039                          STATION DESCRIPTION
 ES1039
 ES1039'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1039'THE STATION IS ABOUT 5 MILES ENE OF COTTONWOOD ALONG US HWY 89A TO
 ES1039'SEDONA.
 ES1039'
 ES1039'THE STATION IS A STANDARD ADOT HIGHWAY DIVISION DISK STAMPED---SHEEP7
 ES1039'1979---SET IN A CONCRETE POST, LOCATED 960 FEET SE OF THE CENTER LINE
 ES1039'OF HWY 89A, 4 FEET NW OF RW FENCE, 3.2 FEET N OF A WITNESS POST AND
 ES1039'SIGN.
 ES1039'
 ES1039'REFERENCE MARK 1 IS A ADOT DISK STAMPED---SHEEP RM 1---SET IN A
 ES1039'CONCRETE POST.  IT IS 3.0 FEET NW OF THE R/W FENCE.
 ES1039'
 ES1039'REFERENCE MARK 2 IS A ADOT DISK STAMPED---SHEEP RM 2---SET IN A
 ES1039'CONCRETE POST.  IT IS 3.0 FEET NW OF A R/W FENCE.
 ES1039'
 ES1039'NO AZIMUTH MARK SET.
 ES1039'
 ES1039'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1039'ON MINGUS AVE FOR 0.8 MILE TO US HWY 89A, TURN LEFT AND CONTINUE SOUTH
 ES1039'EAST AND EAST FOR 1.7 MILES TO MAIN ST (89A), TURN RIGHT ON US 89A
 ES1039'AND CONTINUE TOWARD SEDONA FOR 4.85 MILES TO THE STATION ON RIGHT AT
 ES1039'THE CREST OF A HILL, A DRIVE STATION.
 ES1039
 ES1039                          STATION RECOVERY (2005)
 ES1039
 ES1039'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES1039'MARK NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0721 ***********************************************************************
 FQ0721  DESIGNATION -  SHEEP
 FQ0721  PID         -  FQ0721
 FQ0721  STATE/COUNTY-  AZ/NAVAJO
 FQ0721  USGS QUAD   -  SUNFLOWER BUTTE (1973)
 FQ0721
 FQ0721                         *CURRENT SURVEY CONTROL
 FQ0721  ___________________________________________________________________
 FQ0721* NAD 83(1992)-  35 19 41.02490(N)    110 12 42.65924(W)     ADJUSTED  
 FQ0721* NAVD 88     -      1966.7    (meters)    6452.     (feet)  VERTCON   
 FQ0721  ___________________________________________________________________
 FQ0721  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FQ0721  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FQ0721  HORZ ORDER  -  FIRST
 FQ0721
 FQ0721.The horizontal coordinates were established by classical geodetic methods
 FQ0721.and adjusted by the National Geodetic Survey in August 1993.
 FQ0721
 FQ0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0721
 FQ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0721
 FQ0721.The geoid height was determined by GEOID03.
 FQ0721
 FQ0721;                    North         East     Units Scale Factor Converg.
 FQ0721;SPC AZ E     -   479,967.939   209,252.256   MT  0.99990021   -0 01 34.1
 FQ0721;SPC AZ E     - 1,574,697.96    686,523.15   iFT  0.99990021   -0 01 34.1
 FQ0721;UTM  12      - 3,909,709.839   571,632.540   MT  0.99966323   +0 27 20.8
 FQ0721
 FQ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0721!SPC AZ E     -   0.99969500  x   0.99990021  =   0.99959524
 FQ0721!UTM  12      -   0.99969500  x   0.99966323  =   0.99935833
 FQ0721
 FQ0721:                Primary Azimuth Mark                     Grid Az
 FQ0721:SPC AZ E     -  SHEEP AZ MK                              002 15 10.1
 FQ0721:UTM  12      -  SHEEP AZ MK                              001 46 15.2
 FQ0721
 FQ0721|---------------------------------------------------------------------|
 FQ0721| PID    Reference Object                     Distance      Geod. Az  |
 FQ0721|                                                           dddmmss.s |
 FQ0721| CD4875 SHEEP AZ MK                                        0021336.0 |
 FQ0721| CD4876 SHEEP RM 1                            4.630 METERS 11638     |
 FQ0721| CD4877 SHEEP RM 2                            7.620 METERS 35816     |
 FQ0721|---------------------------------------------------------------------|
 FQ0721
 FQ0721                          SUPERSEDED SURVEY CONTROL
 FQ0721
 FQ0721  NAD 83(1986)-  35 19 41.02117(N)    110 12 42.66274(W) AD(       ) 1
 FQ0721  NAD 27      -  35 19 40.97100(N)    110 12 40.20700(W) AD(       ) 1
 FQ0721  NGVD 29 (07/19/86) 1965.8    (m)         6449.     (f) VERT ANG    3  
 FQ0721
 FQ0721.Superseded values are not recommended for survey control.
 FQ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0721.See file dsdata.txt to determine how the superseded data were derived.
 FQ0721
 FQ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE7163309710(NAD 83)
 FQ0721_MARKER: DS = TRIANGULATION STATION DISK
 FQ0721_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0721
 FQ0721  HISTORY     - Date     Condition        Report By
 FQ0721  HISTORY     - 1951     MONUMENTED       CGS
 FQ0721  HISTORY     - 1956     GOOD             CGS
 FQ0721  HISTORY     - 1966     GOOD             USGS
 FQ0721
 FQ0721                          STATION DESCRIPTION
 FQ0721
 FQ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FQ0721'STATION IS LOCATED, AIRLINE, ABOUT 32 MILES NORTH OF HOLBROOK,
 FQ0721'8 MILES SOUTHWEST OF THE INDIAN WELLS TRADING POST, 3 MILES
 FQ0721'SOUTH OF THE GRADED ROAD RUNNING BETWEEN INDIAN WELLS AND DILSON.
 FQ0721'IT IS ON THE EASTERN SIDE OF A SMALL, FLAT TOPPED MESA THAT
 FQ0721'IS DETACHED FROM THE MAIN MESA BY A SMALL SADDLE ON THE NORTH
 FQ0721'SIDE AND HAS SHARP CLIFFS ON THE OTHER THREE SIDES.
 FQ0721'
 FQ0721'TO REACH THE STATION FROM THE INDIAN WELLS TRADING POST, GO
 FQ0721'SOUTH ON THE GRADED ROAD AS PER SIGN LEUPP 55, DILSON 15,
 FQ0721'KEAMS 33 FOR 7.9 MILES TO A FORK LEFT WHERE TELEPHONE WIRES
 FQ0721'CROSS FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE TO A LITTLE
 FQ0721'WASH.  CONTINUE UP HILL FOR 0.3 MILE TO A TRACK CROSS ROAD.
 FQ0721'TURN LEFT AND GO 0.1 MILE TO A GROUP OF HOGANS.  CONTINUE
 FQ0721'STRAIGHT AHEAD FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK
 FQ0721'AND GO 0.15 MILE TO TWO FORKS CLOSE TOGETHER.  TAKE THE LEFT
 FQ0721'FORK AND GO 1.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 FQ0721'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE
 FQ0721'TO A FORK AND HOGANS ON THE LEFT.  TAKE EXTREME RIGHT
 FQ0721'FORK AND GO 0.55 MILE TO AN OLD HOME SITE AND A CEDAR
 FQ0721'TREE ON THE LEFT.  TURN LEFT, SOUTHEAST, CROSS COUNTRY, AND GO
 FQ0721'0.5 MILE TO THE END OF THE MESA AND THE AZIMUTH MARK ON A ROCK
 FQ0721'OUTCROP WITH A 3 FOOT CAIRN.  FROM HERE PACK DOWN HILL,
 FQ0721'SOUTH, ACROSS SADDLE AND THEN FOLLOW STOCK TRAIL TO THE
 FQ0721'TOP OF THE MESA, THEN PACK SOUTHEAST TO THE EDGE OF THE
 FQ0721'MESA AND THE STATION.  TIME OF PACK IS APPROXIMATELY 25
 FQ0721'MINUTES.
 FQ0721'
 FQ0721'STATION MARK, STAMPED SHEEP 1951 IS A STANDARD DISK CEMENTED
 FQ0721'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES
 FQ0721'ABOVE THE GROUND.
 FQ0721'
 FQ0721'REFERENCE MARK NUMBER 1, STAMPED SHEEP NO 1 1951 IS A STANDARD
 FQ0721'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 FQ0721'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 FQ0721'
 FQ0721'REFERENCE MARK NUMBER 2, STAMPED SHEEP NO 2 1951 IS A STANDARD
 FQ0721'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 FQ0721'FLUSH WITH THE GROUND AND 6 INCHES LOWER IN ELEVATION THAN
 FQ0721'THE STATION.  IT IS 2 FEET WEST OF THE EDGE OF THE MESA.
 FQ0721'
 FQ0721'AZIMUTH MARK, STAMPED SHEEP 1951, IS A STANDARD DISK CEMENTED
 FQ0721'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 INCHES
 FQ0721'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO NORTHWEST
 FQ0721'AND THEN NORTH TO THE SADDLE AND THE START OF THE TRAIL.
 FQ0721'THE AZIMUTH MARK IS 125 FEET EAST OF WHERE THE TRUCK PASSES BY
 FQ0721'THE SHOULDER OF THE OUTCROP, 40 FEET WEST SOUTHWEST OF THE
 FQ0721'HIGHEST GROUND IN THE IMMEDIATE VICINITY, AND 3.5 FEET SOUTHEAST
 FQ0721'OF A 3 FOOT CAIRN.
 FQ0721'
 FQ0721'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FQ0721
 FQ0721                          STATION RECOVERY (1956)
 FQ0721
 FQ0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LFW)
 FQ0721'THE STATION MARK, THE AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 FQ0721'RECOVERED IN GOOD CONDITION.  THE 1951 DESCRIPTION BY W.R.H.
 FQ0721'IS ADEQUATE.
 FQ0721
 FQ0721                          STATION RECOVERY (1966)
 FQ0721
 FQ0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0721'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.  STATION
 FQ0721'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW9031 ***********************************************************************
 DW9031  DESIGNATION -  SHEEP
 DW9031  PID         -  DW9031
 DW9031  STATE/COUNTY-  AZ/LA PAZ
 DW9031  USGS QUAD   -  PICACHO NW (1965)
 DW9031
 DW9031                         *CURRENT SURVEY CONTROL
 DW9031  ___________________________________________________________________
 DW9031* NAD 83(1992)-  33 09 24.29118(N)    114 40 06.07928(W)     ADJUSTED  
 DW9031* NAVD 88     -       240.7    (meters)     790.     (feet)  VERTCON   
 DW9031  ___________________________________________________________________
 DW9031  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DW9031  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DW9031  HORZ ORDER  -  THIRD
 DW9031
 DW9031.The horizontal coordinates were established by classical geodetic methods
 DW9031.and adjusted by the National Geodetic Survey in August 1993.
 DW9031
 DW9031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9031
 DW9031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9031
 DW9031.The geoid height was determined by GEOID03.
 DW9031
 DW9031;                    North         East     Units Scale Factor Converg.
 DW9031;SPC AZ W     -   239,517.511   127,693.043   MT  1.00002379   -0 30 08.3
 DW9031;SPC AZ W     -   785,818.61    418,940.43   iFT  1.00002379   -0 30 08.3
 DW9031;SPC CA 6     -   610,921.305 2,147,536.137   MT  0.99995890   +0 52 08.9
 DW9031;SPC CA 6     - 2,004,330.98  7,045,708.14   sFT  0.99995890   +0 52 08.9
 DW9031;UTM  11      - 3,671,084.956   717,450.868   MT  1.00018304   +1 16 32.7
 DW9031
 DW9031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9031!SPC AZ W     -   0.99996744  x   1.00002379  =   0.99999123
 DW9031!SPC CA 6     -   0.99996744  x   0.99995890  =   0.99992634
 DW9031!UTM  11      -   0.99996744  x   1.00018304  =   1.00015048
 DW9031
 DW9031                          SUPERSEDED SURVEY CONTROL
 DW9031
 DW9031  NAD 83(1986)-  33 09 24.29802(N)    114 40 06.08705(W) AD(       ) 3
 DW9031  NGVD 29 (04/26/91)  240.0    (m)          787.     (f) VERT ANG    3  
 DW9031
 DW9031.Superseded values are not recommended for survey control.
 DW9031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9031.See file dsdata.txt to determine how the superseded data were derived.
 DW9031
 DW9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1745171085(NAD 83)
 DW9031_MARKER: DD = SURVEY DISK
 DW9031_SETTING: 66 = SET IN ROCK OUTCROP
 DW9031_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DW9031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW9031+STABILITY: POSITION/ELEVATION WELL
 DW9031
 DW9031  HISTORY     - Date     Condition        Report By
 DW9031  HISTORY     - 1954     MONUMENTED       USGS
 DW9031
 DW9031                          STATION DESCRIPTION
 DW9031
 DW9031'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DW9031'LOCATED ABOUT 36 MI N. OF YUMA, ON HIGHEST POINT OF HIGHEST PEAK.
 DW9031'
 DW9031'TO REACH FROM YUMA POST OFFICE, GO 22.7 MI N. ON HWY. 95 TO RD.
 DW9031'FOLLOW DIRT RD. 30 MI TO RED CLOUD MINE.  TAKE OLD RD. 4.3 MI N.
 DW9031'TO WHERE OLD RD. TAKES OFF TO THE N. DOWN INTO LARGE WASH.  FOLLOW
 DW9031'RD. TO OLD MILL SITE ABOUT 0.5 MI E. OF COLORADO RIVER.  LEAVE
 DW9031'TRUCK AND TAKE 2-HOUR HIKE TO HIGHEST POINT VISIBLE LOOKING S.
 DW9031'FROM TRUCK.
 DW9031'
 DW9031'STATION MARK--U.S. CORPS OF ENGINEERS DISK STAMPED---SHEEP 1942---,
 DW9031'IN CONCRETE IN ROCK OUTCROP.
 DW9031'
 DW9031'RM 1--USE DISK STAMPED---RM 1 SHEEP 1942---, IN GRANITE OUTCROP
 DW9031'34.1 FT S. OF STATION.
 DW9031'
 DW9031'RM 2--USE DISK STAMPED---RM 2 1942---, IN SHARP ROCK OUTCROP 22.5
 DW9031'FT NW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0975 ***********************************************************************
 ES0975  DESIGNATION -  SHEEP BASIN
 ES0975  PID         -  ES0975
 ES0975  STATE/COUNTY-  AZ/GILA
 ES0975  USGS QUAD   -  SHEEP BASIN MTN (1972)
 ES0975
 ES0975                         *CURRENT SURVEY CONTROL
 ES0975  ___________________________________________________________________
 ES0975* NAD 83(1992)-  34 01 46.97744(N)    111 12 43.52044(W)     ADJUSTED  
 ES0975* NAVD 88     -      1908.9    (meters)    6263.     (feet)  VERTCON   
 ES0975  ___________________________________________________________________
 ES0975  LAPLACE CORR-           9.02  (seconds)                    DEFLEC99
 ES0975  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 ES0975  HORZ ORDER  -  FIRST
 ES0975
 ES0975.The horizontal coordinates were established by classical geodetic methods
 ES0975.and adjusted by the National Geodetic Survey in August 1993.
 ES0975
 ES0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0975
 ES0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0975
 ES0975.The geoid height was determined by GEOID03.
 ES0975
 ES0975;                    North         East     Units Scale Factor Converg.
 ES0975;SPC AZ E     -   336,442.606   116,820.161   MT  1.00001485   -0 35 06.3
 ES0975;SPC AZ E     - 1,103,814.32    383,268.24   iFT  1.00001485   -0 35 06.3
 ES0975;UTM  12      - 3,765,471.111   480,420.846   MT  0.99960473   -0 07 07.3
 ES0975
 ES0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0975!SPC AZ E     -   0.99970453  x   1.00001485  =   0.99971938
 ES0975!UTM  12      -   0.99970453  x   0.99960473  =   0.99930938
 ES0975
 ES0975|---------------------------------------------------------------------|
 ES0975| PID    Reference Object                     Distance      Geod. Az  |
 ES0975|                                                           dddmmss.s |
 ES0975| CH3335 SHEEP BASIN RM 1                      5.355 METERS 13606     |
 ES0975| CH3334 SHEEP BASIN AZ MK                                  1611453.5 |
 ES0975| CH3336 SHEEP BASIN RM 2                      5.060 METERS 23809     |
 ES0975|---------------------------------------------------------------------|
 ES0975
 ES0975                          SUPERSEDED SURVEY CONTROL
 ES0975
 ES0975  NAD 83(1986)-  34 01 46.97083(N)    111 12 43.52399(W) AD(       ) 1
 ES0975  NAD 27      -  34 01 46.82400(N)    111 12 41.05100(W) AD(       ) 1
 ES0975  NGVD 29 (07/19/86) 1908.2    (m)         6260.     (f) VERT ANG    3  
 ES0975
 ES0975.Superseded values are not recommended for survey control.
 ES0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0975.See file dsdata.txt to determine how the superseded data were derived.
 ES0975
 ES0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8042165471(NAD 83)
 ES0975_MARKER: DD = SURVEY DISK
 ES0975_SETTING: 66 = SET IN ROCK OUTCROP
 ES0975
 ES0975  HISTORY     - Date     Condition        Report By
 ES0975  HISTORY     - 1947     MONUMENTED       USFS
 ES0975  HISTORY     - 1972     GOOD             AZHD
 ES0975
 ES0975                          STATION DESCRIPTION
 ES0975
 ES0975'DESCRIBED BY US FOREST SERVICE 1947 (DHK)
 ES0975'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT ROCKY
 ES0975'POINT PARTIALLY COVERED BY SCRUBBY TREES AND NEAR THE CENTER OF A
 ES0975'NORTHEAST-SOUTHWEST ROCKY RIDGE KNOWN AS SHEEP BASIN MOUNTAIN.
 ES0975'ABOUT 5.0 MILES AIRLINE EAST OF THE 76 RANCH AND THE CONFLUENCE
 ES0975'OF TONTO AND RYE CREEKS AND ABOUT 15.5 MILES AIRLINE SOUTHEAST
 ES0975'OF PAYSON, SET IN OUTCROPPING BEDROCK FLUSH AND IS STAMPED
 ES0975'SHEEP BASIN 1926, A U.S. FOREST SERVICE MARK.
 ES0975'
 ES0975'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 ES0975'THE STATION AT THE POINT WHERE THE SOUTH BREAK STARTS, SET IN AN
 ES0975'OUTCROPPING BEDROCK WHICH PROJECTS 5 INCHES AND IS STAMPED
 ES0975'SHEEP BASIN USFS NO 1 1946.
 ES0975'
 ES0975'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ES0975'THE STATION, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES
 ES0975'AND IS STAMPED SHEEP BASIN USFS NO 2 1946.
 ES0975'
 ES0975'THE AZIMUTH MARK IS ON THE WEST SLOPE OF THE FIRST HILL TO
 ES0975'THE SOUTH, APPROXIMATELY 0.3 MILE SOUTH OF THE SADDLE MENTIONED
 ES0975'IN DESCRIPTION, APPROXIMATELY 300 YARDS WEST OF AND ABOUT
 ES0975'100 FEET LOWER THAN THE TOP OF HILL, SET IN A 30-FOOT OUTCROP
 ES0975'AND IS STAMPED--SHEEP BASIN USFS 1946.
 ES0975'
 ES0975'TO REACH FROM THE POST OFFICE IN PAYSON, GO SOUTH ON THE
 ES0975'ROOSEVELT ROAD FOR 16.85 MILES TO A STEEL BRIDGE OVER RYE
 ES0975'CREEK, CONTINUE SOUTH FOR 0.15 MILE TO A DIRT ROAD LEFT AND
 ES0975'SIGN 76 RANCH.  TURN LEFT AND FOLLOW DIRT ROAD FOR 0.9 MILE
 ES0975'TO THE 76 RANCH AND END OF TRUCK TRAVEL.  HORSES MAY BE OBTAINED
 ES0975'AT THE 76 RANCH WHICH IS OWNED AND OCCUPIED BY MR. J. VANWINKLE.
 ES0975'FROM THE RANCH HOUSE, FOLLOW THE DEL SHAY TRAIL EAST, CROSSING
 ES0975'TONTO CREEK.  CONTINUE EAST UP A GRADUAL SLOPE FOR ABOUT 1.0
 ES0975'MILE TO A SADDLE.  THE TRAIL THEN DROPS DOWN INTO ALKALI
 ES0975'CREEK, THENCE SWINGS LEFT UP ALKALI CREEK FOR ABOUT 0.25 MILE.
 ES0975'AT THIS POINT THE TRAIL BEARS RIGHT AND LEAVES THE CREEK
 ES0975'BED.  KEEP RIGHT FOLLOWING THE TRAIL UP STEEP GRADE TO A
 ES0975'SADDLE, THEN GO DOWN WASH TO THE SOUTHEAST TO GUN CREEK
 ES0975'(LAST WATER AT GUN CREEK).  CROSS GUN CREEK AND GO THROUGH A
 ES0975'WIRE GATE, THEN SWING RIGHT WITH TRAIL WHICH GOES
 ES0975'EAST-SOUTHEAST UP A STEEP GRADE TO SUMMIT OF SADDLE AT A
 ES0975'T FENCE JUNCTION AND WIRE GATE AT A LARGE PINE TREE.  FROM
 ES0975'HERE PACK EAST ALONG THE TOP OF RIDGE FOR ABOUT 200 YARDS,
 ES0975'THEN DROP NORTHEAST DOWN STEEP ROCKY SLOPE INTO AND
 ES0975'EAST-WEST CANYON.  FOLLOW ALONG THE NORTH SIDE OF CANYON
 ES0975'FLOOR EAST TO SUMMIT AT A SADDLE AND FENCE LINE AND END OF
 ES0975'HORSE TRAVEL.  FROM THIS POINT, PACK NORTH UP STEEP ROCKY
 ES0975'SLOPE TO THE HIGHEST POINT AND STATION SITE AS
 ES0975'DESCRIBED ABOVE.  A 4 1/2-HOUR HORSE PACK PLUS A 45-MINUTE
 ES0975'BACK PACK.
 ES0975
 ES0975                          STATION RECOVERY (1972)
 ES0975
 ES0975'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ELC)
 ES0975'GENERAL LOCATION AS PER DESCRIPTION.
 ES0975'
 ES0975'TO REACH FROM THE P.O. IN PAYSEN GO SOUTH ON THE PHX TO DAYSON
 ES0975'HWY TO THE RYE CREEK BRIDGE CONTINUE SOUTH FOR 0.15 MILE TO A
 ES0975'DIRT ROAD TO THE SIGN 76 RANCH TURN LEFT AND FOLLOW DIRT RD
 ES0975'FOR 0.4 MILE TO THE 76 RANCH.
 ES0975'
 ES0975'STATION MARK AS PER DESCRIPTION.
 ES0975'
 ES0975'REFERENCE MARKS R.M. 1 AND 2.  BOTH IN AND GOOD.
 ES0975'
 ES0975'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES0975'
 ES0975'AT THE RANCH ASK RANCHER TO SHOW TRAIL THRU RANCH BLDS,
 ES0975'4 W/D REQUIRED.  CROSS TONTO CREEK, CONTINUE ON TRAIL FOR 8
 ES0975'MILES TO COFFEEPOT CABIN.  GO THRU GATE PASS CABIN THRU
 ES0975'ANOTHER GATE, TURN 90 DEG RT. ACROSS COFFEE POT CANYON CONTINUE
 ES0975'ON FOR 8 MI TO TURKEY FLAT.  CONTINUE ON TRAIL FOR .4 MILE TO
 ES0975'BOTTOM OF BUCK TANK CANYON.  END OF TRUCK TRAVEL.  PACK N.W.
 ES0975'1.0 MILE TO HIGHEST POINT ON SOUTH END OF LONG RIDGE.  A 2
 ES0975'HR. PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1235 ***********************************************************************
 DB1235  DESIGNATION -  SHEEP HILLS
 DB1235  PID         -  DB1235
 DB1235  STATE/COUNTY-  AZ/YUMA
 DB1235  USGS QUAD   -  SALTON TANKS (1986)
 DB1235
 DB1235                         *CURRENT SURVEY CONTROL
 DB1235  ___________________________________________________________________
 DB1235* NAD 83(1992)-  32 54 38.68335(N)    114 00 14.72503(W)     ADJUSTED  
 DB1235* NAVD 88     -       476.3    (meters)    1563.     (feet)  VERTCON   
 DB1235  ___________________________________________________________________
 DB1235  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DB1235  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DB1235  HORZ ORDER  -  SECOND
 DB1235
 DB1235.The horizontal coordinates were established by classical geodetic methods
 DB1235.and adjusted by the National Geodetic Survey in August 1993.
 DB1235
 DB1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1235
 DB1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1235
 DB1235.The geoid height was determined by GEOID03.
 DB1235
 DB1235;                    North         East     Units Scale Factor Converg.
 DB1235;SPC AZ W     -   211,889.564   189,592.119   MT  0.99994030   -0 08 17.0
 DB1235;SPC AZ W     -   695,175.73    622,021.39   iFT  0.99994030   -0 08 17.0
 DB1235;UTM  11      - 3,645,374.681   780,199.542   MT  1.00056818   +1 37 43.8
 DB1235;UTM  12      - 3,645,396.476   219,035.062   MT  1.00057348   -1 37 59.8
 DB1235
 DB1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1235!SPC AZ W     -   0.99993036  x   0.99994030  =   0.99987066
 DB1235!UTM  11      -   0.99993036  x   1.00056818  =   1.00049850
 DB1235!UTM  12      -   0.99993036  x   1.00057348  =   1.00050380
 DB1235
 DB1235:                Primary Azimuth Mark                     Grid Az
 DB1235:SPC AZ W     -  SHEEP HILLS AZ MK                        051 22 58.8
 DB1235:UTM  11      -  SHEEP HILLS AZ MK                        049 36 58.0
 DB1235:UTM  12      -  SHEEP HILLS AZ MK                        052 52 41.6
 DB1235
 DB1235|---------------------------------------------------------------------|
 DB1235| PID    Reference Object                     Distance      Geod. Az  |
 DB1235|                                                           dddmmss.s |
 DB1235| CF0673 SHEEP HILLS AZ MK                                  0511441.8 |
 DB1235| CF0674 SHEEP HILLS RM 1                     10.610 METERS 11617     |
 DB1235| DA1439 WINDY CAIRN                         APPROX. 4.3 KM 1512224.9 |
 DB1235| CF0675 SHEEP HILLS RM 2                      5.468 METERS 25333     |
 DB1235| DB1240 BLACK POINT CARIN                   APPROX.12.0 KM 2691004.1 |
 DB1235| DW0912 HIGH PK S END CASTLE DOME MTNS      APPROX.15.8 KM 3241155.7 |
 DB1235| DW0916 CASTLE DOME PEAK                    APPROX.23.3 KM 3260100.3 |
 DB1235|---------------------------------------------------------------------|
 DB1235
 DB1235                          SUPERSEDED SURVEY CONTROL
 DB1235
 DB1235  NAD 83(1986)-  32 54 38.68038(N)    114 00 14.72927(W) AD(       ) 2
 DB1235  NAD 27      -  32 54 38.52400(N)    114 00 11.97000(W) AD(       ) 2
 DB1235  NGVD 29 (07/19/86)  475.6    (m)         1560.     (f) VERT ANG    3  
 DB1235
 DB1235.Superseded values are not recommended for survey control.
 DB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1235.See file dsdata.txt to determine how the superseded data were derived.
 DB1235
 DB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8020045375(NAD 83)
 DB1235_MARKER: DS = TRIANGULATION STATION DISK
 DB1235_SETTING: 0 = UNSPECIFIED SETTING
 DB1235
 DB1235  HISTORY     - Date     Condition        Report By
 DB1235  HISTORY     - 1949     MONUMENTED       CGS
 DB1235  HISTORY     - 1952     GOOD             USE
 DB1235
 DB1235                          STATION DESCRIPTION
 DB1235
 DB1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DB1235'THE STATION IS LOCATED ON ONE OF THE HIGHER POINTS OF THE FOOT
 DB1235'HILLS ON THE SOUTH END OF THE CASTLE DOME MOUNTAINS ABOUT 13
 DB1235'MILES AIR LINE NORTH OF ROLL.  THE STATION MARK IS ABOUT 8
 DB1235'FEET SOUTH OF A 5-FOOT CAIRN, WELDED ON THE TOP OF A 2-INCH
 DB1235'IRON PIPE, PROJECTS 10 INCHES AND STAMPED, SHEEP HILLS 1949.
 DB1235'
 DB1235'REFERENCE MARK NO. 1 IS APPROXIMATELY 10 FEET LOWER THAN THE
 DB1235'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, SHEEP HILLS
 DB1235'NO 1 1949.
 DB1235'
 DB1235'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 DB1235'STATION MARK, PROJECTS 2 FEET AND STAMPED, SHEEP HILLS NO 2 1949.
 DB1235'
 DB1235'THE AZIMUTH MARK IS 20 FEET SOUTH OF A WHITE WITNESS POST IN
 DB1235'CAIRN, 10 FEET EAST OF THE CENTER LINE OF ROAD, FLUSH WITH THE
 DB1235'GROUND AND STAMPED, SHEEP HILLS 1949.
 DB1235'
 DB1235'TO REACH THE STATION FROM THE POST OFFICE IN ROLL, GO NORTH
 DB1235'ACROSS RAILROAD TRACKS FOR 0.1 MILE TO FORK.  TAKE RIGHT FORK,
 DB1235'NORTHEAST, FOR 1.4 MILES TO FORK.  TAKE LEFT FORK, NORTH, FOR 0.1
 DB1235'MILE TO FORK.  TAKE LEFT FORK FOR 0.4 MILE TO A T-INTERSECTION
 DB1235'WITH AN OLD GRADED ROAD.  TURN RIGHT AND FOLLOW GRADED ROAD FOR
 DB1235'13.3 MILES TO A ROAD LEFT, WEST, WHICH PASSES BETWEEN CAIRNS.
 DB1235'TURN LEFT AND FOLLOW MAIN TRACK ROAD FOR 3.8 MILES TO
 DB1235'PROSPECTORS CAMP ON THE SOUTH SIDE OF A LARGE WASH.  HERE TURN
 DB1235'INTO WASH AND FOLLOW ROAD UP WASH FOR 0.2 MILE TO POINT
 DB1235'JUST AFTER COMING OUT OF WASH AND THE AZIMUTH MARK ON
 DB1235'THE LEFT, EAST, AS DESCRIBED ABOVE.  CONTINUE ON TRACK ROAD
 DB1235'FOR 0.6 MILE TO MINE AND THE END OF TRUCK TRAVEL.  HERE THE
 DB1235'STATION HILL IS VISIBLE AT 250 DEGREES FROM TRUE NORTH.  PACK
 DB1235'UP WASH TO SADDLE.  THENCE ALONG RIDGE TO THE HIGHEST
 DB1235'POINT AND STATION AS DESCRIBED ABOVE.
 DB1235
 DB1235                          STATION RECOVERY (1952)
 DB1235
 DB1235'RECOVERY NOTE BY US ENGINEERS 1952
 DB1235'RECOVERY TO BASE OF PEAK ONLY.
 DB1235'
 DB1235'TO REACH FROM POSTOFFICE AT ROLL, CROSS RAILROAD TRACKS TO
 DB1235'A GRADED ROAD AND GO NOTTHEAST 1.9 MILES PAST A GRAVEL PLANT
 DB1235'AND GO AROUND GRAVEL PIT BY KEEPING LEFT OF IT UNTIL REACHING
 DB1235'A GRADED ROAD GOING RIGHT (NORTH), GO NORTH 12.45 MILES TO A
 DB1235'FORK LEFT, GO STRAIGHT AHEAD 0.4 MILE TO INTERSECTION WIT
 DB1235'TRACK ROAD (OLD YUMA-QUARTESITE SIGN), GO LEFT ON TRACK ROAD
 DB1235'0.3 MILE TO A TRIPLE FORK, TAKE LEFT FORK 0.5 MILE TO A Y FORK,
 DB1235'GO LEFT 0.4 MILE TO A Y FORK, GO LEFT 1.35 MILE TO A Y FORK,
 DB1235'GO RIGHT 0.55 MILE TO A Y FORK, GO LEFT 0.5 MILE TO AN OLD
 DB1235'PROSPECTORS CAMP AND END OF 2 WHEEL DRIVE TRAVEL, TURN RIGHT
 DB1235'INTO WASH JUST BEFORE REACHING OLD SHACK AND GO 0.2 MILE TO
 DB1235'WITNESS POST AND AZIMUTH MARK, CONTINUE 0.4 MILE TO Y
 DB1235'FORK, GO RIGHT 0.2 MILE TO MINE AND BEGINNING OF PACK.
 DB1235'STATION IS VISIBLE 200 DEGREES FROM TRUE NORTH.  PACK UP
 DB1235'WASH TO SADDLE THENCE ALONG RIDGE TO HIGHEST POINT AND
 DB1235'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0636 ***********************************************************************
 FQ0636  DESIGNATION -  SHEEPHILL
 FQ0636  PID         -  FQ0636
 FQ0636  STATE/COUNTY-  AZ/COCONINO
 FQ0636  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0636
 FQ0636                         *CURRENT SURVEY CONTROL
 FQ0636  ___________________________________________________________________
 FQ0636* NAD 83(1992)-  35 14 10.15860(N)    111 33 52.23583(W)     ADJUSTED  
 FQ0636* NAVD 88     -      2246.1    (meters)    7369.     (feet)  VERTCON   
 FQ0636  ___________________________________________________________________
 FQ0636  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 FQ0636  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0636  HORZ ORDER  -  SECOND
 FQ0636
 FQ0636.The horizontal coordinates were established by classical geodetic methods
 FQ0636.and adjusted by the National Geodetic Survey in August 1993.
 FQ0636
 FQ0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0636
 FQ0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0636
 FQ0636.The geoid height was determined by GEOID03.
 FQ0636
 FQ0636;                    North         East     Units Scale Factor Converg.
 FQ0636;SPC AZ C     -   469,828.127   245,411.969   MT  0.99991266   +0 12 11.4
 FQ0636;SPC AZ C     - 1,541,430.86    805,157.38   iFT  0.99991266   +0 12 11.4
 FQ0636;UTM  12      - 3,899,378.276   448,635.688   MT  0.99963251   -0 19 32.5
 FQ0636
 FQ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0636!SPC AZ C     -   0.99965120  x   0.99991266  =   0.99956389
 FQ0636!UTM  12      -   0.99965120  x   0.99963251  =   0.99928384
 FQ0636
 FQ0636|---------------------------------------------------------------------|
 FQ0636| PID    Reference Object                     Distance      Geod. Az  |
 FQ0636|                                                           dddmmss.s |
 FQ0636| CH3337 SHEEPHILL RM 1                        9.147 METERS 10354     |
 FQ0636| FQ0313 FLAG                                APPROX. 6.5 KM 2201155.4 |
 FQ0636| CH3338 SHEEPHILL RM 2                        9.604 METERS 29501     |
 FQ0636|---------------------------------------------------------------------|
 FQ0636
 FQ0636                          SUPERSEDED SURVEY CONTROL
 FQ0636
 FQ0636  NAD 83(1986)-  35 14 10.15398(N)    111 33 52.23478(W) AD(       ) 2
 FQ0636  NAD 27      -  35 14 10.11732(N)    111 33 49.65366(W) AD(       ) 2
 FQ0636  NGVD 29 (07/19/86) 2245.1    (m)         7366.     (f) VERT ANG    3  
 FQ0636
 FQ0636.Superseded values are not recommended for survey control.
 FQ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0636.See file dsdata.txt to determine how the superseded data were derived.
 FQ0636
 FQ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4863699378(NAD 83)
 FQ0636_MARKER: DD = SURVEY DISK
 FQ0636_SETTING: 80 = SET IN A BOULDER
 FQ0636_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0636
 FQ0636  HISTORY     - Date     Condition        Report By
 FQ0636  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0636
 FQ0636                          STATION DESCRIPTION
 FQ0636
 FQ0636'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0636'THE STATION IS LOCATED IN THE EASTERN MOST PART OF FLAGSTAFF.  IT
 FQ0636'IS ON TOP OF THE WEST HIGH POINT OF A PROMINENT CINDER CONE
 FQ0636'BELONGING TO MRS. MC ANALLY OF COTTONWOOD.
 FQ0636'
 FQ0636'THE STATION MARK IS A DEPARTMENT OF HIGHWAYS DISK WHICH IS SET
 FQ0636'IN A BURIED BOULDER ABOUT FLUSH WITH THE GROUND SURFACE, 28 FEET
 FQ0636'NORTH OF AN OLD TRACK ROAD, 18 FEET WEST OF A 16 INCH PINE TREE
 FQ0636'AND 15 FEET SOUTH OF A JUNIPER TREE.  THE MARK IS STAMPED,
 FQ0636'SHEEPHILL 1974.
 FQ0636'
 FQ0636'REFERENCE MARK 1 IS A DEPARTMENT OF HIGHWAYS DISK STAMPED
 FQ0636'SHEEPHILL NO 1 1974.  THE MARK IS SET IN A BOULDER OUTCROP ABOUT
 FQ0636'2 FEET HIGHER THAN THE STATION AND IN THE CENTER OF THE OLD TRACK
 FQ0636'ROAD.
 FQ0636'
 FQ0636'REFERENCE MARK 2 IS A DEPARTMENT OF HIGHWAYS DISK STAMPED,
 FQ0636'SHEEPHILL NO 2 1974.  IT IS SET IN THE TOP OF A LARGE BOULDER
 FQ0636'WHICH IS ABOUT 7-1/2 FEET LOWER THAN THE STATION.
 FQ0636'
 FQ0636'TO REACH THE STATION FROM THE INTERSECTION AT NORTH 4TH STREET
 FQ0636'AND U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF, GO EAST AND NORTH
 FQ0636'ALONG U.S. 89 FOR 2.7 MILE TO COLONEY MOBIL ESTATES ON THE RIGHT,
 FQ0636'CONTINUE NORTH FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT FOR
 FQ0636'0.05 MILE TO A CROSS ROAD.  TURN RIGHT FOR 0.05 MILE TO A TRACK
 FQ0636'ROAD LEADING UP SHEEPHILL.  FOLLOW THIS ROAD TO ITS END NEAR THE
 FQ0636'TOP OF THE HILL.  PACK WEST ABOUT 5 MINUTES TO THE STATION.
 FQ0636'
 FQ0636'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0904 ***********************************************************************
 ET0904  DESIGNATION -  SHELF
 ET0904  PID         -  ET0904
 ET0904  STATE/COUNTY-  AZ/YAVAPAI
 ET0904  USGS QUAD   -  ESTLER PEAK (1974)
 ET0904
 ET0904                         *CURRENT SURVEY CONTROL
 ET0904  ___________________________________________________________________
 ET0904* NAD 83(1992)-  34 29 18.47217(N)    112 00 45.81977(W)     ADJUSTED  
 ET0904* NAVD 88     -      1426.     (meters)    4678.     (feet)  SCALED    
 ET0904  ___________________________________________________________________
 ET0904  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 ET0904  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 ET0904  HORZ ORDER  -  SECOND
 ET0904
 ET0904.The horizontal coordinates were established by classical geodetic methods
 ET0904.and adjusted by the National Geodetic Survey in August 1993.
 ET0904
 ET0904.The orthometric height was scaled from a topographic map.
 ET0904
 ET0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0904
 ET0904.The geoid height was determined by GEOID03.
 ET0904
 ET0904;                    North         East     Units Scale Factor Converg.
 ET0904;SPC AZ C     -   386,836.426   204,537.421   MT  0.99990096   -0 03 15.8
 ET0904;SPC AZ C     - 1,269,148.38    671,054.53   iFT  0.99990096   -0 03 15.8
 ET0904;UTM  12      - 3,816,783.468   407,013.753   MT  0.99970657   -0 34 24.6
 ET0904
 ET0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0904!SPC AZ C     -   0.99978034  x   0.99990096  =   0.99968132
 ET0904!UTM  12      -   0.99978034  x   0.99970657  =   0.99948697
 ET0904
 ET0904|---------------------------------------------------------------------|
 ET0904| PID    Reference Object                     Distance      Geod. Az  |
 ET0904|                                                           dddmmss.s |
 ET0904| CH3340 SHELF RM 2                            6.770 METERS 02227     |
 ET0904| CH3339 SHELF RM 1                            7.063 METERS 21207     |
 ET0904| ET0906 YA 2                                APPROX. 2.9 KM 2121637.1 |
 ET0904|---------------------------------------------------------------------|
 ET0904
 ET0904                          SUPERSEDED SURVEY CONTROL
 ET0904
 ET0904  NAD 83(1986)-  34 29 18.46703(N)    112 00 45.81825(W) AD(       ) 2
 ET0904  NAD 27      -  34 29 18.37330(N)    112 00 43.25470(W) AD(       ) 2
 ET0904
 ET0904.Superseded values are not recommended for survey control.
 ET0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0904.See file dsdata.txt to determine how the superseded data were derived.
 ET0904
 ET0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0701416783(NAD 83)
 ET0904_MARKER: DS = TRIANGULATION STATION DISK
 ET0904_SETTING: 80 = SET IN A BOULDER
 ET0904_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0904
 ET0904  HISTORY     - Date     Condition        Report By
 ET0904  HISTORY     - 1959     MONUMENTED       CGS
 ET0904  HISTORY     - 1979     GOOD             AZDT
 ET0904
 ET0904                          STATION DESCRIPTION
 ET0904
 ET0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0904'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF CAMP VERDE,
 ET0904'1.5 MILES SOUTH OF A CONCRETE BRIDGE OVER CIENEGO CREEK, 0.1
 ET0904'MILE WEST OF STATE HIGHWAY 79 AND 200 YARDS SOUTHEAST OF THE
 ET0904'HIGHEST POINT OF THE HILL ON A SHELF BETWEEN TWO ROCK CLIFFS.
 ET0904'
 ET0904'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ET0904'SOUTH AND WEST ON A BLACK TOPPED ROAD FOR 3.0 MILES TO THE
 ET0904'JUNCTION OF STATE HIGHWAY 79, TURN LEFT, GO SOUTHWEST ON STATE
 ET0904'HIGHWAY 79 FOR 7.3 MILES TO A CONCRETE BRIDGE OVER CIENEGO
 ET0904'CREEK AND THE FRANK BLISS SERVICE STATION ON THE RIGHT,
 ET0904'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 1.4 MILES TO A METAL
 ET0904'GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE GATE AND GO
 ET0904'SOUTHWEST ACROSS THE COUNTRY FOR 0.2 MILE TO THE BASE OF THE
 ET0904'HILL AND THE END OF TRUCK TRAVEL.  FROM HERE PACK WEST UPHILL
 ET0904'FOR ABOUT 10 MINUTES TO THE FIRST SHELF AND THE STATION.
 ET0904'
 ET0904'THE STATION MARK, STAMPED SHELF 1959, IS A STANDARD DISK
 ET0904'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 ET0904'IT IS 80 FEET WEST OF A ROCK CLIFF, 50 FEET EAST OF A ROCK
 ET0904'CLIFF AND 3.7 FEET NORTHEAST OF A WITNESS POST.
 ET0904'
 ET0904'REFERENCE MARK NO. 1, STAMPED SHELF NO 1 1959, IS A STANDARD
 ET0904'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 ET0904'INCHES AND IS 21.2 FEET SOUTH OF A WITNESS POST.
 ET0904'
 ET0904'REFERENCE MARK NO. 2, STAMPED SHELF NO 2 1959, IS A STANDARD
 ET0904'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 ET0904'INCHES AND IS 24 FEET NORTH OF A WITNESS POST.
 ET0904'
 ET0904'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 45.2 FEET.
 ET0904'
 ET0904'TRIANGULATION STATION YA 2 CAN BE USED FOR AN AZIMUTH MARK.
 ET0904'(SEE DESCRIPTION THEREOF).
 ET0904
 ET0904                          STATION RECOVERY (1979)
 ET0904
 ET0904'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ET0904'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1090 ***********************************************************************
 ES1090  DESIGNATION -  SHELL
 ES1090  PID         -  ES1090
 ES1090  STATE/COUNTY-  AZ/GILA
 ES1090  USGS QUAD   -  GENTRY MOUNTAIN (1990)
 ES1090
 ES1090                         *CURRENT SURVEY CONTROL
 ES1090  ___________________________________________________________________
 ES1090* NAD 83(1992)-  34 05 38.65626(N)    110 48 15.65552(W)     ADJUSTED  
 ES1090* NAVD 88     -      1947.5    (meters)    6389.     (feet)  VERTCON   
 ES1090  ___________________________________________________________________
 ES1090  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 ES1090  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ES1090  HORZ ORDER  -  FIRST
 ES1090
 ES1090.The horizontal coordinates were established by classical geodetic methods
 ES1090.and adjusted by the National Geodetic Survey in August 1993.
 ES1090
 ES1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1090
 ES1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1090
 ES1090.The geoid height was determined by GEOID03.
 ES1090
 ES1090;                    North         East     Units Scale Factor Converg.
 ES1090;SPC AZ E     -   343,271.041   154,518.327   MT  0.99994267   -0 21 26.9
 ES1090;SPC AZ E     - 1,126,217.33    506,949.89   iFT  0.99994267   -0 21 26.9
 ES1090;UTM  12      - 3,772,603.757   518,048.040   MT  0.99960402   +0 06 34.8
 ES1090
 ES1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1090!SPC AZ E     -   0.99969828  x   0.99994267  =   0.99964096
 ES1090!UTM  12      -   0.99969828  x   0.99960402  =   0.99930242
 ES1090
 ES1090:                Primary Azimuth Mark                     Grid Az
 ES1090:SPC AZ E     -  CHEDISKI                                 052 56 39.0
 ES1090:UTM  12      -  CHEDISKI                                 052 28 37.3
 ES1090
 ES1090|---------------------------------------------------------------------|
 ES1090| PID    Reference Object                     Distance      Geod. Az  |
 ES1090|                                                           dddmmss.s |
 ES1090| ES1088 CHEDISKI                            APPROX.16.3 KM 0523512.1 |
 ES1090| CD3634 SHELL RM 1                           10.728 METERS 10416     |
 ES1090| CD3633 SHELL AZ MK                                        1872609.4 |
 ES1090| CD3635 SHELL RM 2                           17.446 METERS 22416     |
 ES1090|---------------------------------------------------------------------|
 ES1090
 ES1090                          SUPERSEDED SURVEY CONTROL
 ES1090
 ES1090  NAD 83(1986)-  34 05 38.64973(N)    110 48 15.66072(W) AD(       ) 1
 ES1090  NAD 27      -  34 05 38.48800(N)    110 48 13.22500(W) AD(       ) 1
 ES1090  NGVD 29 (07/19/86) 1946.6    (m)         6386.     (f) VERT ANG    3  
 ES1090
 ES1090.Superseded values are not recommended for survey control.
 ES1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1090.See file dsdata.txt to determine how the superseded data were derived.
 ES1090
 ES1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1804872604(NAD 83)
 ES1090_MARKER: DS = TRIANGULATION STATION DISK
 ES1090_SETTING: 66 = SET IN ROCK OUTCROP
 ES1090_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1090+STABILITY: POSITION/ELEVATION WELL
 ES1090
 ES1090  HISTORY     - Date     Condition        Report By
 ES1090  HISTORY     - 1938     MONUMENTED       CGS
 ES1090  HISTORY     - 1946     GOOD             USGS
 ES1090  HISTORY     - 1958     GOOD             CGS
 ES1090  HISTORY     - 1960     GOOD             USGS
 ES1090  HISTORY     - 1968     GOOD             AMS
 ES1090  HISTORY     - 1972     GOOD             AZHD
 ES1090  HISTORY     - 1984     GOOD             AZDT
 ES1090
 ES1090                          STATION DESCRIPTION
 ES1090
 ES1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1090'STATION IS ABOUT 8 MILES E OF YOUNG ON A PROMONTORY KNOWN AS
 ES1090'SHELL MT. WHICH HAS A STEEP CLIFF ON N AND E SIDE, ON E SIDE OF
 ES1090'HILL, AND ABOUT 3 FEET LOWER THAN HIGHEST POINT OF HILL.
 ES1090'
 ES1090'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 ES1090'DISKS IN OUTCROPPING BEDROCK.
 ES1090'
 ES1090'STATION IS REACHED FROM YOUNG POST OFFICE BY GOING N ON HEBER
 ES1090'HIGHWAY 10.8 MILES TO A CATTLE GUARD AND FORK.  THIS POINT IS
 ES1090'37.6 MILES S OF HEBER.  TAKE R FORK AND FOLLOW MAIN-TRAVELED
 ES1090'ROAD 5.8 MILES TO A BOARD GATE.  GO THROUGH GATE, THENCE TURN
 ES1090'L AND DRIVE E UP SLOPE AS FAR AS POSSIBLE TO END OF TRUCK TRAVEL,
 ES1090'ABOUT 0.3 MILE.  CONTINUE ON FOOT UP STEEP SLOPE TO TOP AND
 ES1090'STATION ABOUT 15 MINUTES.  WATER AT Q RANCH, 2.7 MILES S OF
 ES1090'GATE.
 ES1090'
 ES1090'AZIMUTH MARK IS ON TOP OF HILL, ABOUT 125 YARDS S OF STATION
 ES1090'AND IS SET IN BEDROCK ABOUT 35 FEET N OF WHERE HILL BREAKS OFF
 ES1090'TO S.  THERE IS A ROCK CAIRN 2-1/2 FEET HIGH BUILT AROUND MARK.
 ES1090
 ES1090                          STATION RECOVERY (1946)
 ES1090
 ES1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 ES1090'RECOVERED AS DESCRIBED BY NGS.
 ES1090
 ES1090                          STATION RECOVERY (1958)
 ES1090
 ES1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1090'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 ES1090'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 ES1090'CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 ES1090'
 ES1090'THE STATION IS LOCATED 19 MILES AIRLINE WEST-NORTHWEST OF
 ES1090'CIBEQUE AND 8 MILES EAST OF YOUNG ON THE TOP OF A SMALL HILL
 ES1090'KNOWN AS SHELL MT.  THE STATION IS ON THE EAST SIDE OF THE
 ES1090'HILL AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE HIGHEST PART
 ES1090'OF THE HILL.  IT IS 15 FEET EAST OF A SMALL CAIRN.  IT IS A
 ES1090'STANDARD STATION MARK DISK SET IN A DRILL HOLE IN BEDROCK.  IT
 ES1090'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED SHELL
 ES1090'1938.
 ES1090'
 ES1090'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 ES1090'DRILL HOLE IN A BOULDER.  THE MARK PROJECTS 5 INCHES ABOVE THE
 ES1090'SURFACE OF THE GROUND AND IS STAMPED SHELL NO 1 1938.
 ES1090'
 ES1090'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN A
 ES1090'DRILL HOLE IN BEDROCK.  THE MARK IS SET FLUSH WITH THE SURFACE
 ES1090'OF THE GROUND AND IS STAMPED SHELL NO 2 1938.
 ES1090'
 ES1090'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A DRILL
 ES1090'HOLE IN OUTCROPPING BED ROCK.  IT IS AT THE SOUTH EDGE OF THE
 ES1090'SAME HILL AS THE STATION IS LOCATED.  IT IS 30 FEET NORTH OF THE
 ES1090'ROCK RIM AND 6 INCHES EAST OF A CAIRN.  THE MARK IS STAMPED
 ES1090'SHELL 1938.
 ES1090'
 ES1090'TO REACH THE STATION FROM THE POST OFFICE IN YOUNG GO NORTH AND
 ES1090'EAST ON THE HEBER ROAD FOR 10.15 MILE TO A FORK AND A SIGN (ROCK
 ES1090'HOUSE 19, PIERCE LINE 17, KYLE MINE E, Q RANCH 8) JUST BEFORE
 ES1090'REACHING A CATTLE GUARD.  TAKE THE RIGHT FORK, SOUTH AND GO
 ES1090'3.35 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.7 MILE
 ES1090'TO THE GENTRY RANCH HOUSE ON THE LEFT.  CONTINUE STRAIGHT AHEAD,
 ES1090'SOUTH AND GO 1.15 MILES TO A CATTLE GUARD AND A SIGN (GENTRY
 ES1090'MTN ALLOTMENT, FLYING V ALLOTMENT) AND THE END OF TRUCK
 ES1090'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK EAST UP THE STEEP
 ES1090'HILL TO THE STATION AT THE EAST SIDE OF THE HILL.  PACKING
 ES1090'TIME IS 25 MINUTES.
 ES1090'
 ES1090'TO REACH THE AZIMUTH MARK FROM THE STATION PACK SOUTH FOR
 ES1090'ABOUT 175 YARDS TO THE SOUTH EDGE OF THE HILL AND THE MARK
 ES1090'AS DESCRIBED.
 ES1090'
 ES1090'HEIGHT OF STAND 1.42 METERS.
 ES1090
 ES1090                          STATION RECOVERY (1960)
 ES1090
 ES1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1090'RECOVERED IN GOOD CONDITION.
 ES1090
 ES1090                          STATION RECOVERY (1968)
 ES1090
 ES1090'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ES1090'MARK IS LOCATED APPROXIMATELY 8.0 AIRMILES (E) OF YOUNG,
 ES1090'ARIZONA.  19.0 AIRMILES (WNW) OF CIBECUE, ARIZONA.
 ES1090'
 ES1090'TO REACH MARK FROM POST OFFICE IN YOUNG, ARIZONA, GO (N) ON
 ES1090'HWY 288 FOR 11.7 MILES TO FORK IN ROAD AND CATTLE GUARD.  TURN
 ES1090'RIGHT (S) AND GO 5.4 MILES TO CATTLE GUARD AND SIGN GENTRY
 ES1090'ALLOTMENT AND FLYING V ALLOTMENT, TURN LEFT (E) PAST CATTLE
 ES1090'GUARD AND GO 0.3 MILE TO END OF VEHICLE TRAVEL.  CONTINUE ON
 ES1090'FOOT (E) TO TOP OF HILL AND STATION SITE.  (1/2 HOUR PACK).
 ES1090'
 ES1090'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN ROCK FLUSH
 ES1090'WITH THE GROUND.  STAMPED SHELL 1938.
 ES1090'
 ES1090'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 5 IN
 ES1090'ABOVE THE GROUND.  STAMPED SHELL NO 1 1938.  IT IS LOCATED
 ES1090'10.73 M (E) OF MARK ON A MAG. AZ. OF 94 DEG AND A DE OF -0.28 M.
 ES1090'
 ES1090'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK FLUSH WITH THE
 ES1090'GROUND.  STAMPED SHELL NO 2 1938.  IT IS LOCATED 17.45 M (SSW)
 ES1090'OF MARK ON A MAG. AZ. OF 208 DEG AND A DE OF +0.50 M.
 ES1090'
 ES1090'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN ROCK FLUSH WITH
 ES1090'THE GROUND.  STAMPED SHELL 1938.  IT IS LOCATED APPROXIMATELY
 ES1090'175 M (S) OF MARK, BUT CANNOT BE SEEN FROM MARK BECAUSE OF
 ES1090'OBSTRUCTING TREES.
 ES1090'
 ES1090'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 ES1090'IN ALL DIRECTIONS EXCEPT IN MAG. AZ. AREA 170 DEG -350 DEG
 ES1090'(TREE AND RIDGE LINE).
 ES1090
 ES1090                          STATION RECOVERY (1972)
 ES1090
 ES1090'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TEJ)
 ES1090'GENERAL LOCATION AS PER DESCRIPTION.
 ES1090'
 ES1090'TO REACH AS PER DESCRIPTION.
 ES1090'
 ES1090'STATION MARK AS PER DESCRIPTION.
 ES1090'
 ES1090'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 ES1090'
 ES1090'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES1090
 ES1090                          STATION RECOVERY (1984)
 ES1090
 ES1090'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1090'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ES1090'AND FOUND IN GOOD CONDITION.  NO MEASUREMENTS OR OBSERVATIONS WERE
 ES1090'OBSERVED AT THIS TIME.  THE OLD DESCRIPTION IS ADEQUATE HOWEVER THE
 ES1090'TRAIL OFF HEBER ROAD IS NOW FOREST SERVICE TRAIL 202.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0742 ***********************************************************************
 FQ0742  DESIGNATION -  SHELL
 FQ0742  PID         -  FQ0742
 FQ0742  STATE/COUNTY-  AZ/NAVAJO
 FQ0742  USGS QUAD   -  WINSLOW (1986)
 FQ0742
 FQ0742                         *CURRENT SURVEY CONTROL
 FQ0742  ___________________________________________________________________
 FQ0742* NAD 83(1992)-  35 00 21.34132(N)    110 38 18.76720(W)     ADJUSTED  
 FQ0742* NAVD 88     -      1482.     (meters)    4862.     (feet)  SCALED    
 FQ0742  ___________________________________________________________________
 FQ0742  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FQ0742  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0742  HORZ ORDER  -  SECOND
 FQ0742
 FQ0742.The horizontal coordinates were established by classical geodetic methods
 FQ0742.and adjusted by the National Geodetic Survey in August 1993.
 FQ0742
 FQ0742.The orthometric height was scaled from a topographic map.
 FQ0742
 FQ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0742
 FQ0742.The geoid height was determined by GEOID03.
 FQ0742
 FQ0742;                    North         East     Units Scale Factor Converg.
 FQ0742;SPC AZ E     -   444,333.568   170,290.205   MT  0.99992285   -0 16 14.5
 FQ0742;SPC AZ E     - 1,457,787.30    558,694.90   iFT  0.99992285   -0 16 14.5
 FQ0742;SPC AZ C     -   444,978.342   330,020.509   MT  1.00006768   +0 43 59.8
 FQ0742;SPC AZ C     - 1,459,902.70  1,082,744.45   iFT  1.00006768   +0 43 59.8
 FQ0742;UTM  12      - 3,873,760.152   532,980.931   MT  0.99961341   +0 12 26.5
 FQ0742
 FQ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0742!SPC AZ E     -   0.99977126  x   0.99992285  =   0.99969413
 FQ0742!SPC AZ C     -   0.99977126  x   1.00006768  =   0.99983893
 FQ0742!UTM  12      -   0.99977126  x   0.99961341  =   0.99938476
 FQ0742
 FQ0742:                Primary Azimuth Mark                     Grid Az
 FQ0742:SPC AZ E     -  LOS ANGELES ALBUQ AWY BCN 47             058 00 28.4
 FQ0742:SPC AZ C     -  LOS ANGELES ALBUQ AWY BCN 47             057 00 14.1
 FQ0742:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 47             057 31 47.4
 FQ0742
 FQ0742|---------------------------------------------------------------------|
 FQ0742| PID    Reference Object                     Distance      Geod. Az  |
 FQ0742|                                                           dddmmss.s |
 FQ0742| FQ0738 LOS ANGELES ALBUQ AWY BCN 47        APPROX. 4.3 KM 0574413.9 |
 FQ0742| CD4880 SHELL AZ MK                                        0833156.8 |
 FQ0742| CD4881 SHELL RM 1                           18.579 METERS 08431     |
 FQ0742| CD4882 SHELL RM 2                            9.724 METERS 17046     |
 FQ0742| FQ0102 SHELL 2                              35.187 METERS 17453     |
 FQ0742| FQ0744 WINSLOW AIRPORT BEACON              APPROX. 7.3 KM 2841238.9 |
 FQ0742| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX. 5.2 KM 2854517.8 |
 FQ0742| FQ0747 WINSLOW AT SF RR PWRHSE STACK       APPROX. 5.3 KM 2882418.3 |
 FQ0742|---------------------------------------------------------------------|
 FQ0742
 FQ0742                          SUPERSEDED SURVEY CONTROL
 FQ0742
 FQ0742  NAD 83(1986)-  35 00 21.33588(N)    110 38 18.77008(W) AD(       ) 2
 FQ0742  NAD 27      -  35 00 21.25700(N)    110 38 16.29600(W) AD(       ) 2
 FQ0742
 FQ0742.Superseded values are not recommended for survey control.
 FQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0742.See file dsdata.txt to determine how the superseded data were derived.
 FQ0742
 FQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3298173760(NAD 83)
 FQ0742_MARKER: DS = TRIANGULATION STATION DISK
 FQ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0742
 FQ0742  HISTORY     - Date     Condition        Report By
 FQ0742  HISTORY     - 1936     MONUMENTED       CGS
 FQ0742  HISTORY     - 1953     SEE DESCRIPTION  CGS
 FQ0742  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0742
 FQ0742                          STATION DESCRIPTION
 FQ0742
 FQ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0742'STATION IS 3 MILES AIRLINE EAST OF WINSLOW, ON THE SOUTH SIDE
 FQ0742'OF U.S. HIGHWAY 66.
 FQ0742'
 FQ0742'STATION REACHED FROM THE CITY LIMITS ON THE EAST SIDE OF
 FQ0742'WINSLOW BY GOING EAST ON U.S. HIGHWAY 66 FOR 3.2 MILES, OR
 FQ0742'0.7 MILE AFTER CROSSING THE LONG STEEL BRIDGE OVER THE LITTLE
 FQ0742'COLORADO RIVER, TO THE SHELL SERVICE STATION, WHERE THE POLACCO
 FQ0742'GRADED ROAD JOINS HIGHWAY 66.  THE STATION IS ABOUT 100 YARDS
 FQ0742'SOUTHEAST OF THE SHELL SERVICE STATION, 19.8 METERS SOUTH
 FQ0742'OF THE CENTERLINE OF HIGHWAY 66, AND 23.7 METERS EAST OF THE
 FQ0742'CENTERLINE OF AN OLD ROAD FORKING OFF HIGHWAY 66 TO THE SOUTH
 FQ0742'AND WEST.  THE STATION IS BESIDE A LARGE BAZELLS AUTO COURT
 FQ0742'SIGNBOARD.
 FQ0742'
 FQ0742'ALL MARKS ARE STANDARD DISKS IN CONCRETE POSTS.
 FQ0742'
 FQ0742'THE AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION, 39 FEET
 FQ0742'NORTH OF THE CENTERLINE OF HIGHWAY 66, AND BESIDE A LARGE
 FQ0742'CAMP KENTON SIGN.
 FQ0742'
 FQ0742'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DISKS SET
 FQ0742'IN SQUARE CONCRETE POSTS.
 FQ0742
 FQ0742                          STATION RECOVERY (1953)
 FQ0742
 FQ0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 FQ0742'THE STATION AND REFERENCE MARKS WERE MOVED S TO PREVENT
 FQ0742'THEIR DESTRUCTION BY NEW HIGHWAY CONSTRUCTION.
 FQ0742
 FQ0742                          STATION RECOVERY (2003)
 FQ0742
 FQ0742'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0102 ***********************************************************************
 FQ0102  FBN         -  This is a Federal Base Network Control Station.
 FQ0102  DESIGNATION -  SHELL 2
 FQ0102  PID         -  FQ0102
 FQ0102  STATE/COUNTY-  AZ/NAVAJO
 FQ0102  USGS QUAD   -  WINSLOW (1986)
 FQ0102
 FQ0102                         *CURRENT SURVEY CONTROL
 FQ0102  ___________________________________________________________________
 FQ0102* NAD 83(2007)-  35 00 20.20429(N)    110 38 18.64373(W)     ADJUSTED  
 FQ0102* NAVD 88     -      1481.725  (meters)    4861.29   (feet)  ADJUSTED  
 FQ0102  ___________________________________________________________________
 FQ0102  EPOCH DATE  -        2007.00
 FQ0102  X           -  -1,843,867.408 (meters)                     COMP
 FQ0102  Y           -  -4,895,535.853 (meters)                     COMP
 FQ0102  Z           -   3,639,213.046 (meters)                     COMP
 FQ0102  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FQ0102  ELLIP HEIGHT-        1457.534 (meters)          (02/10/07) ADJUSTED
 FQ0102  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0102  DYNAMIC HT  -        1479.761 (meters)    4854.85  (feet)  COMP
 FQ0102
 FQ0102  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0102  Type    PID    Designation                      North   East  Ellip
 FQ0102  -------------------------------------------------------------------
 FQ0102  NETWORK FQ0102 SHELL 2                           0.35   0.29   0.94
 FQ0102  -------------------------------------------------------------------
 FQ0102  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 FQ0102
 FQ0102  VERT ORDER  -  FIRST     CLASS II
 FQ0102
 FQ0102.The horizontal coordinates were established by GPS observations
 FQ0102.and adjusted by the National Geodetic Survey in February 2007.
 FQ0102
 FQ0102.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0102.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0102.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0102.The epoch date for horizontal control is a decimal equivalence
 FQ0102.of Year/Month/Day.
 FQ0102
 FQ0102.The orthometric height was determined by differential leveling
 FQ0102.and adjusted in June 1991.
 FQ0102.WARNING-Repeat measurements at this control monument indicate possible
 FQ0102.vertical movement.
 FQ0102
 FQ0102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0102
 FQ0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0102
 FQ0102.The ellipsoidal height was determined by GPS observations
 FQ0102.and is referenced to NAD 83.
 FQ0102
 FQ0102.The geoid height was determined by GEOID03.
 FQ0102
 FQ0102.The dynamic height is computed by dividing the NAVD 88
 FQ0102.geopotential number by the normal gravity value computed on the
 FQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0102.degrees latitude (g = 980.6199 gals.).
 FQ0102
 FQ0102.The modeled gravity was interpolated from observed gravity values.
 FQ0102
 FQ0102;                    North         East     Units Scale Factor Converg.
 FQ0102;SPC AZ E     -   444,298.516   170,293.170   MT  0.99992285   -0 16 14.5
 FQ0102;SPC AZ E     - 1,457,672.30    558,704.63   iFT  0.99992285   -0 16 14.5
 FQ0102;SPC AZ C     -   444,943.343   330,024.089   MT  1.00006769   +0 43 59.9
 FQ0102;SPC AZ C     - 1,459,787.87  1,082,756.20   iFT  1.00006769   +0 43 59.9
 FQ0102;UTM  12      - 3,873,725.138   532,984.188   MT  0.99961341   +0 12 26.5
 FQ0102
 FQ0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0102!SPC AZ E     -   0.99977127  x   0.99992285  =   0.99969414
 FQ0102!SPC AZ C     -   0.99977127  x   1.00006769  =   0.99983894
 FQ0102!UTM  12      -   0.99977127  x   0.99961341  =   0.99938477
 FQ0102
 FQ0102|---------------------------------------------------------------------|
 FQ0102| PID    Reference Object                     Distance      Geod. Az  |
 FQ0102|                                                           dddmmss.s |
 FQ0102| CD4883 SHELL 2 RM 3                          8.943 METERS 07430     |
 FQ0102| CD4880 SHELL AZ MK                                        0815456.8 |
 FQ0102| FQ0105 SHELL 2 AZ MK                                      0815526.8 |
 FQ0102| CD4884 SHELL 2 RM 6                         10.319 METERS 11443     |
 FQ0102| FQ0104 SHELL 2 RM 5                          9.662 METERS 11609     |
 FQ0102| FQ0103 SHELL 2 RM 4                          8.661 METERS 17940     |
 FQ0102| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX. 5.2 KM 2860657.7 |
 FQ0102| FQ0742 SHELL                                35.348 METERS 35501     |
 FQ0102|---------------------------------------------------------------------|
 FQ0102
 FQ0102                          SUPERSEDED SURVEY CONTROL
 FQ0102
 FQ0102  ELLIP H (09/30/99) 1457.552  (m)                       GP(       ) 3 1
 FQ0102  NAD 83(1992)-  35 00 20.19863(N)    110 38 18.64613(W) AD(       ) B
 FQ0102  NAD 83(1992)-  35 00 20.20391(N)    110 38 18.64323(W) AD(       ) A
 FQ0102  ELLIP H (09/30/92) 1457.611  (m)                       GP(       ) 2 1
 FQ0102  NAD 83(1986)-  35 00 20.19863(N)    110 38 18.64613(W) AD(       ) 2
 FQ0102  NAD 27      -  35 00 20.11900(N)    110 38 16.17200(W) AD(       ) 2
 FQ0102  NAVD 88 (09/30/92) 1481.73   (m)         4861.3    (f) LEVELING    3  
 FQ0102  NGVD 29 (??/??/92) 1480.979  (m)         4858.85   (f) ADJ UNCH    1 2
 FQ0102
 FQ0102.Superseded values are not recommended for survey control.
 FQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0102.See file dsdata.txt to determine how the superseded data were derived.
 FQ0102
 FQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3298473725(NAD 83)
 FQ0102_MARKER: DS = TRIANGULATION STATION DISK
 FQ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0102_SP_SET: CONCRETE POST
 FQ0102_STAMPING: SHELL 2 1953
 FQ0102_MARK LOGO: CGS   
 FQ0102_PROJECTION: PROJECTING 8 CENTIMETERS
 FQ0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0102+STABILITY: SURFACE MOTION
 FQ0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0102+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 FQ0102
 FQ0102  HISTORY     - Date     Condition        Report By
 FQ0102  HISTORY     - 1953     MONUMENTED       CGS
 FQ0102  HISTORY     - 1959     GOOD             CGS
 FQ0102  HISTORY     - 1959     GOOD             NGS
 FQ0102  HISTORY     - 1967     GOOD             USE
 FQ0102  HISTORY     - 1979     GOOD             AZDT
 FQ0102  HISTORY     - 1983     GOOD             NGS
 FQ0102  HISTORY     - 19920203 GOOD             NGS
 FQ0102  HISTORY     - 19951128 GOOD             USPSQD
 FQ0102  HISTORY     - 19951210 GOOD             CHANCE
 FQ0102  HISTORY     - 19981119 GOOD             NGS
 FQ0102  HISTORY     - 20030730 GOOD             USPSQD
 FQ0102  HISTORY     - 20040224 GOOD             MSAM
 FQ0102
 FQ0102                          STATION DESCRIPTION
 FQ0102
 FQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 FQ0102'STATION IS LOCATED 3.5 MI. E ALONG U.S. HIGHWAY 66 FROM THE
 FQ0102'POST OFFICE IN WINSLOW, ON THE S SIDE OF THE HIGHWAY, 100
 FQ0102'YDS. S-SE OF A TEXACO SERVICE STATION, 18 FT. S OF THE PROPOSED
 FQ0102'RIGHT-OF-WAY FENCE, AND 4 FT. NW OF A WITNESS POST.  THERE
 FQ0102'IS AN UNDERGROUND MARK CONSISTING OF A STANDARD DISK SET IN
 FQ0102'THE TOP OF A SQUARE BLOCK OF CONCRETE.  THE SURFACE MARK
 FQ0102'IS A STANDARD DISK, STAMPED SHELL 2 1953 AND SET IN THE TOP
 FQ0102'OF A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 3 IN. ABOVE
 FQ0102'THE GROUND.
 FQ0102'
 FQ0102'REFERENCE MARK 3 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 FQ0102'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED SHELL 2 NO 3
 FQ0102'1953 AND SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE PROJECTING
 FQ0102'ABOUT 5 IN. ABOVE THE GROUND.
 FQ0102'
 FQ0102'REFERENCE MARK 4 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 FQ0102'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED SHELL 2 NO 4
 FQ0102'1953 AND SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE PROJECTING
 FQ0102'ABOUT 1 IN. ABOVE THE GROUND.
 FQ0102'
 FQ0102'THE AZIMUTH MARK IS 0.7 MI. E OF THE STATION, AND 39 FT. N OF
 FQ0102'THE CENTER LINE OF U.S. HIGHWAY 66.  IT IS A STANDARD AZIMUTH-MARK
 FQ0102'DISK, STAMPED SHELL 1936 AND SET IN THE TOP OF A CONCRETE
 FQ0102'POST PROJECTING ABOUT 1 IN. ABOVE THE GROUND.
 FQ0102
 FQ0102                          STATION RECOVERY (1959)
 FQ0102
 FQ0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0102'THE STATION MARK, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK
 FQ0102'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 FQ0102'3 HAD BEEN DUG OUT BY ROAD EQUIPMENT.  REFERENCE MARK NO. 5
 FQ0102'WAS ESTABLISHED.
 FQ0102'
 FQ0102'THE STATION IS 3.4 MILES EAST OF WINSLOW ON THE RIGHT-OF-WAY
 FQ0102'OF U.S. HIGHWAY 66 AND ACROSS THE HIGHWAY FROM THE MINNETONKA
 FQ0102'TRADING POST.
 FQ0102'
 FQ0102'THE STATION MARK, STAMPED SHELL 2 1953, IS A STANDARD DISK
 FQ0102'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0102'16 INCHES.  IT IS 136 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 FQ0102'66, 19 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 11.0 FEET
 FQ0102'NORTHEAST OF THE WITNESS POST.
 FQ0102'
 FQ0102'REFERENCE MARK NO. 4, STAMPED SHELL 2 NO 4 1953, IS A STANDARD
 FQ0102'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FQ0102'PROJECTS 1 INCH.  IT IS 21.2 FEET SOUTH OF THE WITNESS POST
 FQ0102'AND 9 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FQ0102'
 FQ0102'REFERENCE MARK NO. 5, STAMPED SHELL 2 NO 5 1953, IS A STANDARD
 FQ0102'DISK SET IN THE TOP OF A 12 SQUARE CONCRETE POST THAT PROJECTS
 FQ0102'4 INCHES.  IT IS 36.1 FEET EAST OF THE WITNESS POST AND 3 FEET
 FQ0102'NORTH OF THE RIGHT-OF-WAY FENCE.
 FQ0102'
 FQ0102'THE AZIMUTH MARK, STAMPED SHELL 2 1953, IS A STANDARD DISK
 FQ0102'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FQ0102'1 FOOT.  IT IS 86 FEET WEST OF THE CENTER OF A WIRE GATE,
 FQ0102'33 FEET NORTH OF THE CENTER OF A MACADAM ROAD (OLD U.S. HIGHWAY
 FQ0102'66) AND 2.5 FEET NORTH OF AN EAST-WEST FENCE LINE.
 FQ0102'
 FQ0102'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW GO SOUTH
 FQ0102'FOR ONE BLOCK TO U.S. HIGHWAY 66, TURN LEFT AND GO EAST ON U.S.
 FQ0102'HIGHWAY 66 FOR 3.4 MILES TO THE STATION AND REFERENCE MARKS
 FQ0102'ON THE RIGHT.
 FQ0102'
 FQ0102'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 FQ0102'HIGHWAY 66 FOR 0.5 MILE TO A MACADAM ROAD LEFT, TURN LEFT,
 FQ0102'LEAVE THE HIGHWAY AND CONTINUE EAST ON THE MACADAM FOR 0.25
 FQ0102'MILE TO THE AZIMUTH MARK ON THE LEFT.
 FQ0102
 FQ0102                          STATION RECOVERY (1959)
 FQ0102
 FQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FQ0102'3.0 MI E FROM WINSLOW.
 FQ0102'3.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0102'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0102'POST OFFICE AT WINSLOW, LOCATED SOUTH OF THE MINNETONKA TRADING POST,
 FQ0102'136 FEET SOUTH OF THE CENTER OF HIGHWAY 66, 19 FEET NORTH OF THE
 FQ0102'RIGHT-OF-WAY FENCE, 11 FEET NORTHEAST OF THE WITNESS POST, SET IN THE
 FQ0102'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FQ0102
 FQ0102                          STATION RECOVERY (1967)
 FQ0102
 FQ0102'RECOVERY NOTE BY US ENGINEERS 1967 (EMB)
 FQ0102'SHELL 2 1953-GOOD-STA. IS SET ON SIDE OF A SMALL DITCH AND IS
 FQ0102'SLOWLY BEING UNCOVERED BY WASHING AWAY OF GROUND.
 FQ0102'
 FQ0102'SHELL 2 NO 4 1953-GOOD - FD. STD. USC AND GS BRASS DISK
 FQ0102'IN 8 IN SQ. CONC. POST.
 FQ0102'
 FQ0102'SHELL 2 NO 5 1959-D.  DESTROYED.  CONC. MON. HAS BEEN BROKEN ABOUT
 FQ0102'5 INCHES FROM TOP.
 FQ0102'
 FQ0102'TO REACH THE STATION FROM THE POST OFFICE AT WINSLOW, ARIZ.
 FQ0102'GO 1 BLOCK SOUTH TO HWY 66 (EASTBOUND) GO 3.6 MILES EAST ON HWY
 FQ0102'66 TO THE MINNETONKA TRADING POST AND UNION 76 SERVICE STA.
 FQ0102'AT THE POLACCA RD. WHICH HEADS NORTH FROM HWY 66.  STA IS
 FQ0102'130 FT PLUS OR MINUS S OF CENTERLINE HWY 66 AND 20 FT NORTH OF A
 FQ0102'BARBED WIRE FENCE.  10 FT FROM A GREEN STEEL FENCE POST WITH
 FQ0102'A STD. USC AND GS SURVEY MARKER SIGN.
 FQ0102'
 FQ0102'(MEAS 28.36 FROM STA. TO R.M. 4)
 FQ0102
 FQ0102                          STATION RECOVERY (1979)
 FQ0102
 FQ0102'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 FQ0102'THE STATION IS 3.4 MILES EAST OF WINSLOW ON THE RIGHT OF WAY OF US HWY
 FQ0102'66 AND ACROSS THE HIGHWAY FROM THE MINNETONKA TRADING POST.
 FQ0102'
 FQ0102'THE STATION MARK, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE
 FQ0102'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 5 HAS BEEN
 FQ0102'DESTROYED.  REFERENCE MARK 6 WAS ESTABLISHED.
 FQ0102'
 FQ0102'REFERENCE MARK 6, STAMPED---SHELL 2 NGS RM 6---,IS A STANDARD DISK SET
 FQ0102'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 33.
 FQ0102'9 FEET ESE OF THE STATION.
 FQ0102'
 FQ0102'THE TO REACH THE STATION DESCRIPTION IS ACCURATE.  A DRIVE STATION.
 FQ0102
 FQ0102                          STATION RECOVERY (1983)
 FQ0102
 FQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0102'RECOVERED IN GOOD CONDITION.
 FQ0102
 FQ0102                          STATION RECOVERY (1992)
 FQ0102
 FQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FQ0102'THE STATION IS LOCATED ABOUT 5.48 KM (3.41 MI) EAST OF WINSLOW, 1.45
 FQ0102'KM (0.90 MI) EAST OF THE LITTLE COLORADO RIVER, 0.56 KM (0.35 MI)
 FQ0102'SOUTH OF INTERSTATE HIGHWAY 40, IN THE SOUTH RIGHT-OF-WAY OF OLD STATE
 FQ0102'HIGHWAY 66 AND ACROSS THE ROAD AND SOUTH OF THE MINNETONKA TRADING
 FQ0102'POST.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 FQ0102'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FQ0102'STATE HIGHWAY 87 NORTH (EXIT 257), LOCATED ABOUT 5.4 KM (3.4 MI) EAST
 FQ0102'OF WINSLOW, GO SOUTH ON HIGHWAY 40 BUSINESS FOR 0.24 KM (0.15 MI) TO
 FQ0102'THE JUNCTION OF OLD STATE HIGHWAY 66.  TURN LEFT, EAST, ON OLD
 FQ0102'HIGHWAY 66 FOR 0.48 KM (0.30 MI) TO THE MINNETONKA TRADING POST ON
 FQ0102'THE LEFT AND THE STATION ON THE RIGHT.
 FQ0102'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FQ0102'PROJECTING 15 CM ABOVE THE GROUND.  LOCATED 41.4 M (135.8 FT) SOUTH
 FQ0102'OF THE CENTERLINE OF OLD HIGHWAY 66, 18.3 M (60.0 FT) EAST OF AN
 FQ0102'EXTENDED LINE OF THE EAST FACE OF THE TRADING POST BUILDING, 6.1 M
 FQ0102'(20.0 FT) NORTH OF A RIGHT-OF-WAY FENCELINE AND 1.8 M (5.9 FT) NORTH
 FQ0102'OF A METAL WITNESS POST.
 FQ0102
 FQ0102                          STATION RECOVERY (1995)
 FQ0102
 FQ0102'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0102'RECOVERED IN GOOD CONDITION.
 FQ0102
 FQ0102                          STATION RECOVERY (1995)
 FQ0102
 FQ0102'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 FQ0102'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FQ0102
 FQ0102                          STATION RECOVERY (1998)
 FQ0102
 FQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FQ0102'THE STATION IS LOCATED ABOUT 5.48 KM (3.40 MI) EAST OF WINSLOW, 1.36
 FQ0102'KM (0.85 MI) EAST OF THE LITTLE COLORADO RIVER, 0.56 KM (0.35 MI)
 FQ0102'SOUTH OF INTERSTATE HIGHWAY 40, IN THE SOUTH RIGHT-OF-WAY OF OLD STATE
 FQ0102'HIGHWAY 66, ACROSS THE ROAD AND SOUTH OF THE MINNETONKA TRADING POST.
 FQ0102'OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 FQ0102'FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 87 NORTH
 FQ0102'(EXIT 257), ABOUT 5.4 KM (3.35 MI) EAST OF WINSLOW, GO SOUTH ON
 FQ0102'HIGHWAY 40 BUSINESS LOOP FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF OLD
 FQ0102'HIGHWAY 66.  TURN LEFT, EAST ON OLD HIGHWAY 66 FOR 0.48 KM (0.30 MI)
 FQ0102'TO THE MINNETONKA TRADING POST ON LEFT AND THE STATION ON RIGHT.  THE
 FQ0102'STATION IS SET IN A 23 CM SQUARE CONCRETE POST PROJECTING 13 CM ABOVE
 FQ0102'GROUND.  LOCATED 41.0 M (134.5 FT) SOUTH OF THE CENTERLINE OF OLD
 FQ0102'HIGHWAY, 41.0 M (134.5 FT) EAST-SOUTHEAST OF A UTILITY POLE, 10.3 M
 FQ0102'(33.8 FT) WEST-NORTHWEST OF AZDT HWY DIV RM 6, 5.9 M (19.4 FT)
 FQ0102'NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 2.0 M (6.6 FT) NORTH OF A
 FQ0102'METAL WITNESS POST.
 FQ0102
 FQ0102                          STATION RECOVERY (2003)
 FQ0102
 FQ0102'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0102'AZM MARK NOT FOUND.  STATION IN GOOD CONDITION.
 FQ0102
 FQ0102                          STATION RECOVERY (2004)
 FQ0102
 FQ0102'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 FQ0102'RECOVERY NOTE MSAM 2004 (DJK)
 FQ0102' 
 FQ0102'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0105 ***********************************************************************
 FQ0105  DESIGNATION -  SHELL 2 AZ MK
 FQ0105  PID         -  FQ0105
 FQ0105  STATE/COUNTY-  AZ/NAVAJO
 FQ0105  USGS QUAD   -  RINCON RANCH (1986)
 FQ0105
 FQ0105                         *CURRENT SURVEY CONTROL
 FQ0105  ___________________________________________________________________
 FQ0105* NAD 83(1986)-  35 00 25.     (N)    110 37 26.     (W)     SCALED    
 FQ0105* NAVD 88     -      1485.014  (meters)    4872.08   (feet)  ADJUSTED  
 FQ0105  ___________________________________________________________________
 FQ0105  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0105  DYNAMIC HT  -        1483.043 (meters)    4865.62  (feet)  COMP
 FQ0105  MODELED GRAV-     979,255.5   (mgal)                       NAVD 88
 FQ0105
 FQ0105  VERT ORDER  -  FIRST     CLASS II
 FQ0105
 FQ0105.The horizontal coordinates were scaled from a topographic map and have
 FQ0105.an estimated accuracy of +/- 6 seconds.
 FQ0105
 FQ0105.The orthometric height was determined by differential leveling
 FQ0105.and adjusted in June 1991.
 FQ0105
 FQ0105.The geoid height was determined by GEOID03.
 FQ0105
 FQ0105.The dynamic height is computed by dividing the NAVD 88
 FQ0105.geopotential number by the normal gravity value computed on the
 FQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0105.degrees latitude (g = 980.6199 gals.).
 FQ0105
 FQ0105.The modeled gravity was interpolated from observed gravity values.
 FQ0105
 FQ0105;                    North         East    Units  Estimated Accuracy
 FQ0105;SPC AZ E     -   444,440.      171,630.      MT  (+/- 180 meters Scaled)
 FQ0105
 FQ0105                          SUPERSEDED SURVEY CONTROL
 FQ0105
 FQ0105  NGVD 29 (??/??/92) 1484.254  (m)         4869.59   (f) ADJ UNCH    1 2
 FQ0105
 FQ0105.Superseded values are not recommended for survey control.
 FQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0105.See file dsdata.txt to determine how the superseded data were derived.
 FQ0105
 FQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD343738(NAD 83)
 FQ0105_MARKER: DZ = AZIMUTH MARK DISK
 FQ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0105_STAMPING: SHELL 2 1953
 FQ0105_MARK LOGO: CGS   
 FQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0105+STABILITY: SURFACE MOTION
 FQ0105
 FQ0105  HISTORY     - Date     Condition        Report By
 FQ0105  HISTORY     - 1959     MONUMENTED       CGS
 FQ0105  HISTORY     - 1959     GOOD             NGS
 FQ0105  HISTORY     - 1983     GOOD             NGS
 FQ0105
 FQ0105                          STATION DESCRIPTION
 FQ0105
 FQ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0105'4.75 MI E FROM WINSLOW.
 FQ0105'4.75 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0105'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0105'POST OFFICE AT WINSLOW, NAVAJO COUNTY, 33 FEET NORTH OF OLD HIGHWAY
 FQ0105'66, 3 FEET NORTH OF THE EAST-WEST FENCE, AND SET IN THE TOP OF A
 FQ0105'CONCRETE POST THAT PROJECTS ABOUT 6 INCHES.
 FQ0105
 FQ0105                          STATION RECOVERY (1983)
 FQ0105
 FQ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0105'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE WITH
 FQ0105'THE EXCEPTION THAT THE HIGHWAY IS NOW INTERSTATE HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0103 ***********************************************************************
 FQ0103  DESIGNATION -  SHELL 2 RM 4
 FQ0103  PID         -  FQ0103
 FQ0103  STATE/COUNTY-  AZ/NAVAJO
 FQ0103  USGS QUAD   -  WINSLOW (1986)
 FQ0103
 FQ0103                         *CURRENT SURVEY CONTROL
 FQ0103  ___________________________________________________________________
 FQ0103* NAD 83(1986)-  35 00 19.     (N)    110 38 18.     (W)     SCALED    
 FQ0103* NAVD 88     -      1481.647  (meters)    4861.04   (feet)  ADJUSTED  
 FQ0103  ___________________________________________________________________
 FQ0103  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0103  DYNAMIC HT  -        1479.683 (meters)    4854.59  (feet)  COMP
 FQ0103  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 FQ0103
 FQ0103  VERT ORDER  -  SECOND    CLASS 0
 FQ0103
 FQ0103.The horizontal coordinates were scaled from a topographic map and have
 FQ0103.an estimated accuracy of +/- 6 seconds.
 FQ0103
 FQ0103.The orthometric height was determined by differential leveling
 FQ0103.and adjusted in June 1991.
 FQ0103
 FQ0103.The geoid height was determined by GEOID03.
 FQ0103
 FQ0103.The dynamic height is computed by dividing the NAVD 88
 FQ0103.geopotential number by the normal gravity value computed on the
 FQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0103.degrees latitude (g = 980.6199 gals.).
 FQ0103
 FQ0103.The modeled gravity was interpolated from observed gravity values.
 FQ0103
 FQ0103;                    North         East    Units  Estimated Accuracy
 FQ0103;SPC AZ E     -   444,260.      170,310.      MT  (+/- 180 meters Scaled)
 FQ0103
 FQ0103                          SUPERSEDED SURVEY CONTROL
 FQ0103
 FQ0103  NGVD 29 (??/??/92) 1480.893  (m)         4858.56   (f) ADJ UNCH    2 0
 FQ0103
 FQ0103.Superseded values are not recommended for survey control.
 FQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0103.See file dsdata.txt to determine how the superseded data were derived.
 FQ0103
 FQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD330736(NAD 83)
 FQ0103_MARKER: DR = REFERENCE MARK DISK
 FQ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0103_STAMPING: SHELL 2 NO 4 1953
 FQ0103_MARK LOGO: CGS   
 FQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0103+STABILITY: SURFACE MOTION
 FQ0103
 FQ0103  HISTORY     - Date     Condition        Report By
 FQ0103  HISTORY     - 1953     MONUMENTED       CGS
 FQ0103  HISTORY     - 1959     GOOD             NGS
 FQ0103  HISTORY     - 1983     GOOD             NGS
 FQ0103  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0103
 FQ0103                          STATION DESCRIPTION
 FQ0103
 FQ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0103'3.0 MI E FROM WINSLOW.
 FQ0103'3.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0103'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0103'POST OFFICE AT WINSLOW, 21.2 FEET SOUTH OF THE WITNESS POST, 9 FEET
 FQ0103'SOUTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE
 FQ0103'CONCRETE POST THAT PROJECTS 1 INCH.
 FQ0103
 FQ0103                          STATION RECOVERY (1983)
 FQ0103
 FQ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0103'RECOVERED IN GOOD CONDITION.
 FQ0103
 FQ0103                          STATION RECOVERY (2003)
 FQ0103
 FQ0103'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0104 ***********************************************************************
 FQ0104  DESIGNATION -  SHELL 2 RM 5
 FQ0104  PID         -  FQ0104
 FQ0104  STATE/COUNTY-  AZ/NAVAJO
 FQ0104  USGS QUAD   -  WINSLOW (1986)
 FQ0104
 FQ0104                         *CURRENT SURVEY CONTROL
 FQ0104  ___________________________________________________________________
 FQ0104* NAD 83(1986)-  35 00 20.     (N)    110 38 18.     (W)     SCALED    
 FQ0104* NAVD 88     -      1481.787  (meters)    4861.50   (feet)  ADJUSTED  
 FQ0104  ___________________________________________________________________
 FQ0104  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 FQ0104  DYNAMIC HT  -        1479.823 (meters)    4855.05  (feet)  COMP
 FQ0104  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 FQ0104
 FQ0104  VERT ORDER  -  SECOND    CLASS 0
 FQ0104
 FQ0104.The horizontal coordinates were scaled from a topographic map and have
 FQ0104.an estimated accuracy of +/- 6 seconds.
 FQ0104
 FQ0104.The orthometric height was determined by differential leveling
 FQ0104.and adjusted in June 1991.
 FQ0104
 FQ0104.The geoid height was determined by GEOID03.
 FQ0104
 FQ0104.The dynamic height is computed by dividing the NAVD 88
 FQ0104.geopotential number by the normal gravity value computed on the
 FQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0104.degrees latitude (g = 980.6199 gals.).
 FQ0104
 FQ0104.The modeled gravity was interpolated from observed gravity values.
 FQ0104
 FQ0104;                    North         East    Units  Estimated Accuracy
 FQ0104;SPC AZ E     -   444,290.      170,310.      MT  (+/- 180 meters Scaled)
 FQ0104
 FQ0104                          SUPERSEDED SURVEY CONTROL
 FQ0104
 FQ0104  NGVD 29 (??/??/92) 1481.032  (m)         4859.02   (f) ADJ UNCH    2 0
 FQ0104
 FQ0104.Superseded values are not recommended for survey control.
 FQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0104.See file dsdata.txt to determine how the superseded data were derived.
 FQ0104
 FQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD330737(NAD 83)
 FQ0104_MARKER: DR = REFERENCE MARK DISK
 FQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0104_STAMPING: SHELL 2 NO 5 1953
 FQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0104+STABILITY: SURFACE MOTION
 FQ0104
 FQ0104  HISTORY     - Date     Condition        Report By
 FQ0104  HISTORY     - 1959     MONUMENTED       CGS
 FQ0104  HISTORY     - 1959     GOOD             NGS
 FQ0104  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0104  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0104
 FQ0104                          STATION DESCRIPTION
 FQ0104
 FQ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FQ0104'3.0 MI E FROM WINSLOW.
 FQ0104'3.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0104'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 FQ0104'POST OFFICE AT WINSLOW, 36.1 FEET EAST OF THE WITNESS POST, 3 FEET
 FQ0104'NORTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12 INCH SQUARE
 FQ0104'CONCRETE POST THAT PROJECTS 4 INCHES.
 FQ0104
 FQ0104                          STATION RECOVERY (1983)
 FQ0104
 FQ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0104'THE POST WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING AND SHOULD
 FQ0104'BE CONSIDERED DESTROYED.
 FQ0104
 FQ0104                          STATION RECOVERY (2003)
 FQ0104
 FQ0104'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0956 ***********************************************************************
 ET0956  DESIGNATION -  SHEPPARD
 ET0956  PID         -  ET0956
 ET0956  STATE/COUNTY-  AZ/YAVAPAI
 ET0956  USGS QUAD   -  KIRKLAND (1969)
 ET0956
 ET0956                         *CURRENT SURVEY CONTROL
 ET0956  ___________________________________________________________________
 ET0956* NAD 83(1992)-  34 23 21.15065(N)    112 38 36.73117(W)     ADJUSTED  
 ET0956* NAVD 88     -      1316.68   (+/-2cm)    4319.8    (feet)  VERTCON   
 ET0956  ___________________________________________________________________
 ET0956  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 ET0956  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 ET0956  HORZ ORDER  -  SECOND
 ET0956  VERT ORDER  -  THIRD ? (See Below)
 ET0956
 ET0956.The horizontal coordinates were established by classical geodetic methods
 ET0956.and adjusted by the National Geodetic Survey in August 1993.
 ET0956
 ET0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0956.The vertical order pertains to the NGVD 29 superseded value.
 ET0956
 ET0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0956
 ET0956.The geoid height was determined by GEOID03.
 ET0956
 ET0956;                    North         East     Units Scale Factor Converg.
 ET0956;SPC AZ C     -   376,062.306   146,522.136   MT  0.99995505   -0 24 38.0
 ET0956;SPC AZ C     - 1,233,800.22    480,715.67   iFT  0.99995505   -0 24 38.0
 ET0956;UTM  12      - 3,806,536.163   348,911.135   MT  0.99988138   -0 55 42.5
 ET0956
 ET0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0956!SPC AZ C     -   0.99979767  x   0.99995505  =   0.99975273
 ET0956!UTM  12      -   0.99979767  x   0.99988138  =   0.99967908
 ET0956
 ET0956|---------------------------------------------------------------------|
 ET0956| PID    Reference Object                     Distance      Geod. Az  |
 ET0956|                                                           dddmmss.s |
 ET0956| CH3341 SHEPPARD RM 1                        12.976 METERS 06316     |
 ET0956| ET0962 YARN                                APPROX.21.0 KM 2034127.1 |
 ET0956| CH3342 SHEPPARD RM 2                        12.863 METERS 24219     |
 ET0956| CH2771 HIGHWAY 89 MP 291                                  25423     |
 ET0956|---------------------------------------------------------------------|
 ET0956
 ET0956                          SUPERSEDED SURVEY CONTROL
 ET0956
 ET0956  NAD 83(1986)-  34 23 21.14955(N)    112 38 36.73191(W) AD(       ) 2
 ET0956  NAD 27      -  34 23 21.06707(N)    112 38 34.10723(W) AD(       ) 2
 ET0956  NGVD 29 (07/19/86) 1315.84   (m)         4317.1    (f) LEVELING    3  
 ET0956
 ET0956.Superseded values are not recommended for survey control.
 ET0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0956.See file dsdata.txt to determine how the superseded data were derived.
 ET0956
 ET0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4891106536(NAD 83)
 ET0956_MARKER: DD = SURVEY DISK
 ET0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0956
 ET0956  HISTORY     - Date     Condition        Report By
 ET0956  HISTORY     - 1980     MONUMENTED       AZDT
 ET0956
 ET0956                          STATION DESCRIPTION
 ET0956
 ET0956'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0956'THE STATION IS LOCATED 4.25 MILES SOUTHWEST OF WILHOIT, 1.8 MILES
 ET0956'NORTHEAST OF KIRTLAND JUNCTION ALONG THE WEST SIDE OF US HIGHWAY 89.
 ET0956'
 ET0956'THE STATION MARK IS AN ADOT DISK STAMPED, SHEPPARD 1980.  IT IS SET IN
 ET0956'TOP OF A CONCRETE MONUMENT 2 FEET EAST OF THE WITNESS POST AND 48 FEET
 ET0956'WEST OF THE CENTERLINE OF THE HIGHWAY.
 ET0956'
 ET0956'REFERENCE MARK 1 IS AN ADOT DISK STAMPED SHEPPARD RM 1 1980.  IT IS
 ET0956'SET IN TOP OF A CONCRETE MONUMENT.
 ET0956'
 ET0956'REFERENCE MARK 2 IS AN ADOT DISK STAMPED SHEPPARD RM 2 1980.  IT IS
 ET0956'SET IN TOP OF A CONCRETE MONUMENT.
 ET0956'
 ET0956'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL, TRAVEL NORTH ON
 ET0956'US HIGHWAY 89 FOR 13.95 MILE TO MILEPOST 291 AND THE STATION ON THE
 ET0956'LEFT.  THIS IS 1.8 MILES NORTH OF STORE IN KIRTLAND JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6870 ***********************************************************************
 DH6870  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6870  DESIGNATION -  SHEPPARD
 DH6870  PID         -  DH6870
 DH6870  STATE/COUNTY-  AZ/GILA
 DH6870  USGS QUAD   -  EL CAPITAN MTN (1964)
 DH6870
 DH6870                         *CURRENT SURVEY CONTROL
 DH6870  ___________________________________________________________________
 DH6870* NAD 83(2007)-  33 14 51.79470(N)    110 47 56.48733(W)     ADJUSTED  
 DH6870* NAVD 88     -      1628.75   (meters)    5343.7    (feet)  GPS OBS   
 DH6870  ___________________________________________________________________
 DH6870  EPOCH DATE  -        2007.00
 DH6870  X           -  -1,896,470.562 (meters)                     COMP
 DH6870  Y           -  -4,992,750.121 (meters)                     COMP
 DH6870  Z           -   3,477,845.723 (meters)                     COMP
 DH6870  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DH6870  ELLIP HEIGHT-        1601.367 (meters)          (02/10/07) ADJUSTED
 DH6870  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DH6870
 DH6870  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6870  Type    PID    Designation                      North   East  Ellip
 DH6870  -------------------------------------------------------------------
 DH6870  NETWORK DH6870 SHEPPARD                          0.57   0.43   1.67
 DH6870  -------------------------------------------------------------------
 DH6870
 DH6870.The horizontal coordinates were established by GPS observations
 DH6870.and adjusted by the National Geodetic Survey in February 2007.
 DH6870
 DH6870.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6870.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6870.The horizontal coordinates are valid at the epoch date displayed above.
 DH6870.The epoch date for horizontal control is a decimal equivalence
 DH6870.of Year/Month/Day.
 DH6870
 DH6870.The orthometric height was determined by GPS observations and a
 DH6870.high-resolution geoid model.
 DH6870.The orthometric height was determined by GPS observations and a
 DH6870.high-resolution geoid model using precise GPS observation and
 DH6870.processing techniques.
 DH6870
 DH6870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6870
 DH6870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6870
 DH6870.The ellipsoidal height was determined by GPS observations
 DH6870.and is referenced to NAD 83.
 DH6870
 DH6870.The geoid height was determined by GEOID03.
 DH6870
 DH6870;                    North         East     Units Scale Factor Converg.
 DH6870;SPC AZ E     -   249,400.958   154,435.258   MT  0.99994279   -0 20 48.1
 DH6870;SPC AZ E     -   818,244.61    506,677.36   iFT  0.99994279   -0 20 48.1
 DH6870;UTM  12      - 3,678,767.838   518,721.692   MT  0.99960432   +0 06 36.7
 DH6870
 DH6870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6870!SPC AZ E     -   0.99974865  x   0.99994279  =   0.99969146
 DH6870!UTM  12      -   0.99974865  x   0.99960432  =   0.99935307
 DH6870
 DH6870                          SUPERSEDED SURVEY CONTROL
 DH6870
 DH6870  NAD 83(1992)-  33 14 51.79455(N)    110 47 56.48701(W) AD(       ) B
 DH6870  ELLIP H (08/22/05) 1601.374  (m)                       GP(       ) 4 2
 DH6870
 DH6870.Superseded values are not recommended for survey control.
 DH6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6870.See file dsdata.txt to determine how the superseded data were derived.
 DH6870
 DH6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1872278768(NAD 83)
 DH6870_MARKER: I = METAL ROD
 DH6870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6870_STAMPING: SHEPPARD 2004
 DH6870_MARK LOGO: NGS   
 DH6870_PROJECTION: RECESSED 5 CENTIMETERS
 DH6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6870+SATELLITE: SATELLITE OBSERVATIONS - 2004  01
 DH6870_ROD/PIPE-DEPTH:  3.7 meters
 DH6870_SLEEVE-DEPTH  :  0.9 meters
 DH6870
 DH6870  HISTORY     - Date     Condition        Report By
 DH6870  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6870
 DH6870                          STATION DESCRIPTION
 DH6870
 DH6870'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6870'STARTING AT THE INTERSECTION OF US-70 AND SR-77, EAST OF GLOBE,AZ.
 DH6870'PROCEED SOUTH ON SR-77 9.8 MILES TO MP 161. TAKE SAFETY TURNOUT TO
 DH6870'WEST. STAY ON MAIN ROAD 1.2 MILES TO DIRT ROAD HEADING NORTHEASTERLY.
 DH6870'TAKE SIDE ROAD 0.1 MILES AROUND HILL TO 'Y'. TAKE LEFT FORK OF 'Y' UP
 DH6870'HILL 0.1 MILES TO TOP OF KNOB. MONUMENT IS 15 FEET EAST OF ROAD AND 4
 DH6870'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1002 ***********************************************************************
 ET1002  DESIGNATION -  SHERIDAN
 ET1002  PID         -  ET1002
 ET1002  STATE/COUNTY-  AZ/YAVAPAI
 ET1002  USGS QUAD   -  SHERIDAN MOUNTAIN (1986)
 ET1002
 ET1002                         *CURRENT SURVEY CONTROL
 ET1002  ___________________________________________________________________
 ET1002* NAD 83(1992)-  34 42 00.60760(N)    112 52 53.58491(W)     ADJUSTED  
 ET1002* NAVD 88     -      1887.6    (meters)    6193.     (feet)  VERTCON   
 ET1002  ___________________________________________________________________
 ET1002  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 ET1002  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 ET1002  HORZ ORDER  -  FIRST
 ET1002
 ET1002.The horizontal coordinates were established by classical geodetic methods
 ET1002.and adjusted by the National Geodetic Survey in August 1993.
 ET1002
 ET1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1002
 ET1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1002
 ET1002.The geoid height was determined by GEOID03.
 ET1002
 ET1002;                    North         East     Units Scale Factor Converg.
 ET1002;SPC AZ C     -   410,738.661   124,964.709   MT  0.99999628   -0 32 57.6
 ET1002;SPC AZ C     - 1,347,567.79    409,989.20   iFT  0.99999628   -0 32 57.6
 ET1002;UTM  12      - 3,841,404.921   327,670.400   MT  0.99996604   -1 04 17.0
 ET1002
 ET1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1002!SPC AZ C     -   0.99970803  x   0.99999628  =   0.99970431
 ET1002!UTM  12      -   0.99970803  x   0.99996604  =   0.99967408
 ET1002
 ET1002|---------------------------------------------------------------------|
 ET1002| PID    Reference Object                     Distance      Geod. Az  |
 ET1002|                                                           dddmmss.s |
 ET1002| CH3344 SHERIDAN RM 1                         5.505 METERS 01334     |
 ET1002| CH3343 SHERIDAN AZ MK                                     0843306.4 |
 ET1002| CH3345 SHERIDAN RM 2                         9.612 METERS 11450     |
 ET1002| ET1001 SHERIDAN MOUNTAIN                    14.825 METERS 27824     |
 ET1002| ET1012 WEATHER BUREAU HOUSE                APPROX.15.4 KM 3471417.0 |
 ET1002|---------------------------------------------------------------------|
 ET1002
 ET1002                          SUPERSEDED SURVEY CONTROL
 ET1002
 ET1002  NAD 83(1986)-  34 42 00.60678(N)    112 52 53.58787(W) AD(       ) 1
 ET1002  NAD 27      -  34 42 00.52900(N)    112 52 50.92300(W) AD(       ) 1
 ET1002  NGVD 29 (07/19/86) 1886.7    (m)         6190.     (f) VERT ANG    3  
 ET1002
 ET1002.Superseded values are not recommended for survey control.
 ET1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1002.See file dsdata.txt to determine how the superseded data were derived.
 ET1002
 ET1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD2767041405(NAD 83)
 ET1002_MARKER: DS = TRIANGULATION STATION DISK
 ET1002_SETTING: 66 = SET IN ROCK OUTCROP
 ET1002_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1002
 ET1002  HISTORY     - Date     Condition        Report By
 ET1002  HISTORY     - 1944     MONUMENTED       CGS
 ET1002  HISTORY     - 1969     GOOD             USGS
 ET1002
 ET1002                          STATION DESCRIPTION
 ET1002
 ET1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1002'STATION IS ABOUT 25-1/2 MILES (AIR LINE) WNW OF PRESCOTT, ON THE
 ET1002'SW END OF SHERIDAN MOUNTAIN.
 ET1002'
 ET1002'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 ET1002'THE SURROUNDING SURFACE AND IS STAMPED SHERIDAN 1944.  IT IS 49
 ET1002'FEET E OF A 5-FOOT CAIRN WHICH IS ON THE HIGHEST POINT
 ET1002'IN THE IMMEDIATE VICINITY.
 ET1002'
 ET1002'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET1002'WHICH PROJECTS 14 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 ET1002'STAMPED SHERIDAN NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION
 ET1002'AS THE STATION MARK.
 ET1002'
 ET1002'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK WHICH
 ET1002'PROJECTS ABOUT 20 INCHES ABOVE THE SURROUNDING SURFACE AND
 ET1002'IS STAMPED SHERIDAN NO 2 1944.  IT IS ABOUT 8 INCHES LOWER IN
 ET1002'ELEVATION THAN THE STATION MARK.
 ET1002'
 ET1002'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER WHICH
 ET1002'PROJECTS ABOUT 14 INCHES ABOVE GROUND AND IS STAMPED
 ET1002'SHERIDAN 1944.  IT IS 4 FEET NW OF A 2-FOOT CAIRN AND IS 6-1/2
 ET1002'FEET NE OF THE TRAIL TO THE STATION.
 ET1002'
 ET1002'TO REACH STATION FROM THE INTERSECTION OF MONTEZUMA AND GURLEY
 ET1002'STREETS IN PRESCOTT, GO W ON GURLEY STREET FOR 0.3 MILE TO
 ET1002'CROSSROADS AND TEXACO SERVICE STATION.  HERE TAKE THE RIGHT TURN
 ET1002'ONTO NORTH GROVE STREET AND GO 1.1 MILES TO A FORK AND THE MILLER
 ET1002'VALLEY SCHOOL.  HERE TAKE THE LEFT FORK FOR 1.4 MILES TO A FORK
 ET1002'AND SIGN ON THE RIGHT READING FAIR OAKS WALNUT CREEK.  HERE TAKE
 ET1002'THE RIGHT FORK AND GO 17-1/2 MILES TO A FORK AND SIGN ON THE
 ET1002'LEFT READING RANCHO MOANO SEVEN V RANCHES SPIDER RANCH.  HERE
 ET1002'TAKE THE RIGHT FORK (MAIN ROAD) AND GO 1.2 MILES TO FORK AND
 ET1002'SIGN LONG MEADOW RANCH RANCHO MOAMO SPIDER RANCH.  FOLLOWING
 ET1002'SIGN TO SPIDER RANCH, GO 0.6 MILE TO A FORK.  HERE TAKE LEFT
 ET1002'FORK AND GO 0.9 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 5.7
 ET1002'MILES TO A FORK.  HERE TAKE THE LEFT FORK AND GO 3.3 MILES TO
 ET1002'THE FIRST BOARD GATE AT THE SPIDER RANCH.  CONTINUE THROUGH
 ET1002'THE RANCH YARD TO A SECOND BOARD GATE FOR 0.1 MILE.
 ET1002'CONTINUE FOR 2.2 MILES TO THE FIRST GATE AT THE DUMBELL RANCH.
 ET1002'CONTINUE INTO THE YARD TO THE S OF THE HOUSE AND TURN LEFT (S)
 ET1002'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE AND FOLLOW A
 ET1002'DIM TRACK ROAD FOR 0.6 MILE TO THE END OF TRUCK TRAVEL AT A
 ET1002'DEEP WASH ABOUT 150 YARDS SE OF A WIRE CORRAL.  FROM HERE
 ET1002'PACK NW UP A GOVERNMENT STOCK TRAIL ONTO A MESA.  CONTINUE
 ET1002'ON TRAIL W ACROSS THE MESA.  AT THE HIGHEST POINT OF THE
 ET1002'MESA SHERIDAN MOUNTAIN AND THE STATION ARE VISIBLE DUE W.
 ET1002'DESCENDING THE W SLOPE OF THE MESA A 2-FOOT CAIRN NEAR THE
 ET1002'AZIMUTH MARK WILL BE FOUND JUST TO THE RIGHT OF THE TRAIL
 ET1002'ABOUT 120 PACES BEFORE A STEEP DROP IS REACHED.  CONTINUE ON THE
 ET1002'TRAIL DOWN INTO THE CANYON TO A FORK AND 6-INCH CEDAR POST.
 ET1002'TAKE LEFT FORK S UP INTO A LOW SADDLE.  HERE TURN RIGHT (W)
 ET1002'UP RIDGE TO THE TOP OF THE MOUNTAIN.  CONTINUE TO THE HIGHEST
 ET1002'POINT AT THE SW END OF THE SUMMIT AND THE STATION.
 ET1002'
 ET1002'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET1002
 ET1002                          STATION RECOVERY (1969)
 ET1002
 ET1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (LJH)
 ET1002'REACHED BY HELICOPTER.  STATION IS ON HIGH FLAT MESA JUST N. OF CEDAR
 ET1002'MESA WHICH IS VERY PROMINENT.  20 MINUTE FLIGHT N. FROM HILLSIDE.
 ET1002'
 ET1002'NEW JEEP TRAIL TO S. OF STATION WILL CHANGE TO REACH TO ABOUT A ONE
 ET1002'HOUR PACK FROM SADDLE S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1468 ***********************************************************************
 DA1468  DESIGNATION -  SHERIDAN
 DA1468  PID         -  DA1468
 DA1468  STATE/COUNTY-  AZ/PIMA
 DA1468  USGS QUAD   -  DREW SPRING WELL (1990)
 DA1468
 DA1468                         *CURRENT SURVEY CONTROL
 DA1468  ___________________________________________________________________
 DA1468* NAD 83(1992)-  32 24 02.78329(N)    112 06 45.17797(W)     ADJUSTED  
 DA1468* NAVD 88     -       996.     (meters)    3268.     (feet)  SCALED    
 DA1468  ___________________________________________________________________
 DA1468  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DA1468  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DA1468  HORZ ORDER  -  SECOND
 DA1468
 DA1468.The horizontal coordinates were established by classical geodetic methods
 DA1468.and adjusted by the National Geodetic Survey in August 1993.
 DA1468
 DA1468.The orthometric height was scaled from a topographic map.
 DA1468
 DA1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1468
 DA1468.The geoid height was determined by GEOID03.
 DA1468
 DA1468;                    North         East     Units Scale Factor Converg.
 DA1468;SPC AZ C     -   155,321.320   194,933.214   MT  0.99990419   -0 06 17.9
 DA1468;SPC AZ C     -   509,584.38    639,544.67   iFT  0.99990419   -0 06 17.9
 DA1468;UTM  12      - 3,585,404.141   395,370.607   MT  0.99973500   -0 35 46.3
 DA1468
 DA1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1468!SPC AZ C     -   0.99984851  x   0.99990419  =   0.99975271
 DA1468!UTM  12      -   0.99984851  x   0.99973500  =   0.99958355
 DA1468
 DA1468:                Primary Azimuth Mark                     Grid Az
 DA1468:SPC AZ C     -  SHERIDAN AZ MK                           048 39 29.3
 DA1468:UTM  12      -  SHERIDAN AZ MK                           049 08 57.7
 DA1468
 DA1468|---------------------------------------------------------------------|
 DA1468| PID    Reference Object                     Distance      Geod. Az  |
 DA1468|                                                           dddmmss.s |
 DA1468| CH5425 SHERIDAN AZ MK                                     0483311.4 |
 DA1468| CH5426 SHERIDAN RM 1                         5.567 METERS 09406     |
 DA1468| CH5427 SHERIDAN RM 2                         7.477 METERS 13240     |
 DA1468|---------------------------------------------------------------------|
 DA1468
 DA1468                          SUPERSEDED SURVEY CONTROL
 DA1468
 DA1468  NAD 83(1986)-  32 24 02.77556(N)    112 06 45.18007(W) AD(       ) 2
 DA1468  NAD 27      -  32 24 02.54200(N)    112 06 42.68400(W) AD(       ) 2
 DA1468
 DA1468.Superseded values are not recommended for survey control.
 DA1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1468.See file dsdata.txt to determine how the superseded data were derived.
 DA1468
 DA1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA9537185404(NAD 83)
 DA1468_MARKER: DS = TRIANGULATION STATION DISK
 DA1468_SETTING: 80 = SET IN A BOULDER
 DA1468_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1468
 DA1468  HISTORY     - Date     Condition        Report By
 DA1468  HISTORY     - 1936     MONUMENTED       CGS
 DA1468  HISTORY     - 1972     GOOD             AZHD
 DA1468
 DA1468                          STATION DESCRIPTION
 DA1468
 DA1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1468'ON THE PAPAGO INDIAN RESERVATION, ABOUT 7 MILES NORTHWEST OF THE
 DA1468'SANTA ROSA INDIAN VILLAGE, ON THE HIGHEST PEAK OF A GROUP OF
 DA1468'PEAKS OF THE SHERIDAN MOUNTAINS.  THERE ARE TWO PEAKS ALMOST THE
 DA1468'SAME HEIGHT, WHICH ARE ABOUT ONE-HALF MILE APART, THE STATION
 DA1468'BEING ON THE HIGHER ONE TO THE NORTHWEST.  THE PEAK IS VERY
 DA1468'PROMINENT, THE SIDES BEING VERY STEEP AND ROCKY.  MARKED BY
 DA1468'A STANDARD BRONZE DISK.  REFERENCE MARK
 DA1468'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 5.567
 DA1468'METERS (18.26 FEET) FROM STATION S 85 DEG 54 MIN E.
 DA1468'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DA1468'IS 7.477 METERS (24.53 FEET) FROM STATION
 DA1468'S 47 DEG 20 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 DA1468'IS AT THE OLD RUINS OF A PROSPECTORS SHACK, WHICH IS
 DA1468'AT THE END OF A ROAD PLAINLY VISIBLE FROM THE STATION.
 DA1468'IT IS 1 MILE FROM STATION N 48 DEG 33 MIN E.
 DA1468
 DA1468                          STATION RECOVERY (1972)
 DA1468
 DA1468'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1468'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DA1468'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DA1468'THE FOLLOWING NOTE IS ADDED ON TO REACH THE STATION.  FROM THE
 DA1468'SANTA ROSA SCHOOL, LOCATED ALONG THE NORTH SOUTH HIGHWAY
 DA1468'FROM CASA GRANDE, ABOUT A MILE NORTHWESTERLY OF THE PAPAGO
 DA1468'VILLAGE OF GU ACHI, NORTHERLY ALONG THE CASA GRANGE HIGHWAY FOR
 DA1468'1.6 MILES, (ALSO 0.6 MILES SOUTHERLY OF THE TURNOFF TO
 DA1468'ANEGAM) THENCE LEFT, WESTERLY, FOR 2.45 MILES TO A GATE IN A
 DA1468'FENCE LOCATED BETWEEN THE SOUTH END OF THE SHERIDAN
 DA1468'MOUNTAINS AND AN OUTLYING HILL TO THE SOUTH, PROCEED THROUGH
 DA1468'THE GATE AND, SWINGING TO THE NORTH CONTINUE FOR 2.1
 DA1468'MILES TO A SECOND GATE, PROCEED THROUGH THE GATE AND
 DA1468'CONTINUE NORTH FOR 2.1 MILES TO AN ABANDONED MINE AND
 DA1468'THE END OF TRUCK TRAVEL.  PACK UP ABOUT 850 FT TO THE TOP OF
 DA1468'THE MOUNTAIN AND TO THE STATION.  ABOUT A 20 MINUTE PACK.
 DA1468'
 DA1468'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1001 ***********************************************************************
 ET1001  DESIGNATION -  SHERIDAN MOUNTAIN
 ET1001  PID         -  ET1001
 ET1001  STATE/COUNTY-  AZ/YAVAPAI
 ET1001  USGS QUAD   -  SHERIDAN MOUNTAIN (1986)
 ET1001
 ET1001                         *CURRENT SURVEY CONTROL
 ET1001  ___________________________________________________________________
 ET1001* NAD 83(1992)-  34 42 00.67793(N)    112 52 54.16117(W)     ADJUSTED  
 ET1001* NAVD 88     -      1888.     (meters)    6194.     (feet)  VERTCON   
 ET1001  ___________________________________________________________________
 ET1001  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 ET1001  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 ET1001  HORZ ORDER  -  SECOND
 ET1001
 ET1001.The horizontal coordinates were established by classical geodetic methods
 ET1001.and adjusted by the National Geodetic Survey in August 1993.
 ET1001
 ET1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1001
 ET1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1001
 ET1001.The geoid height was determined by GEOID03.
 ET1001
 ET1001;                    North         East     Units Scale Factor Converg.
 ET1001;SPC AZ C     -   410,740.968   124,950.065   MT  0.99999631   -0 32 57.9
 ET1001;SPC AZ C     - 1,347,575.35    409,941.16   iFT  0.99999631   -0 32 57.9
 ET1001;UTM  12      - 3,841,407.362   327,655.778   MT  0.99996611   -1 04 17.4
 ET1001
 ET1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1001!SPC AZ C     -   0.99970798  x   0.99999631  =   0.99970429
 ET1001!UTM  12      -   0.99970798  x   0.99996611  =   0.99967410
 ET1001
 ET1001                          SUPERSEDED SURVEY CONTROL
 ET1001
 ET1001  NAD 83(1986)-  34 42 00.67712(N)    112 52 54.16412(W) AD(       ) 2
 ET1001  NAD 27      -  34 42 00.59934(N)    112 52 51.49924(W) AD(       ) 2
 ET1001  NGVD 29 (07/19/86) 1887.     (m)         6191.     (f) VERT ANG    3  
 ET1001
 ET1001.Superseded values are not recommended for survey control.
 ET1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1001.See file dsdata.txt to determine how the superseded data were derived.
 ET1001
 ET1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD2765641407(NAD 83)
 ET1001_MARKER: DD = SURVEY DISK
 ET1001_SETTING: 80 = SET IN A BOULDER
 ET1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1001+STABILITY: SURFACE MOTION
 ET1001
 ET1001  HISTORY     - Date     Condition        Report By
 ET1001  HISTORY     - 1935     MONUMENTED       USFS
 ET1001
 ET1001                          STATION DESCRIPTION
 ET1001
 ET1001'DESCRIBED BY US FOREST SERVICE 1935
 ET1001'STATION IS ON HIGHEST AND MOST PROMINENT MESA IN THE LOCALITY
 ET1001'26 MILES (AIR LINE) NORTHWESTERLY FROM PRESCOTT.
 ET1001'
 ET1001'STATION MARK IS A STANDARD U.S.F.S. TABLET IN LARGE MALPAIS
 ET1001'BOULDER STAMPED SHERIDAN MOUNTAIN 1935.
 ET1001'
 ET1001'TO REACH STATION FROM PRESCOTT, TAKE THE PRESCOTT-SELIGMAN
 ET1001'ROAD 18 MILES TO INTERSECTION WITH THE WILLIAMSON VALLEY-FAIR
 ET1001'OAKS ROAD, THENCE TAKE THIS ROAD WESTWARDLY APPROXIMATELY
 ET1001'18 MILES TO T RANCH HEADQUARTERS AND THE END OF THE ROAD.
 ET1001'FROM THIS POINT TAKE TRAIL WESTWARDLY ABOUT 4 MILES WHERE THE
 ET1001'TRAIL DIVIDES, THENCE TAKE THE SOUTHWESTERLY FORK OF THE
 ET1001'TRAIL AND FOLLOW THIS TRAIL APPROXIMATELY 2 MILES UNTIL IT
 ET1001'TOPS OUT IN A SADDLE ON S SLOPE OF SHERIDAN MOUNTAIN.  THERE
 ET1001'IS NO TRAIL UP THE MOUNTAIN, BUT THE BEST APPROACH IS FROM
 ET1001'JUST N OF THE SADDLE.  THE STATION IS AT THE EXTREME W END
 ET1001'AND HIGHEST POINT OF THE MESA.
 ET1001'
 ET1001'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 6-FOOT
 ET1001'WHITEWASHED ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0289 ***********************************************************************
 GQ0289  DESIGNATION -  SHINARUMP
 GQ0289  PID         -  GQ0289
 GQ0289  STATE/COUNTY-  AZ/COCONINO
 GQ0289  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0289
 GQ0289                         *CURRENT SURVEY CONTROL
 GQ0289  ___________________________________________________________________
 GQ0289* NAD 83(1992)-  36 57 57.05465(N)    112 26 45.20600(W)     ADJUSTED  
 GQ0289* NAVD 88     -      1640.6    (meters)    5383.     (feet)  VERTCON   
 GQ0289  ___________________________________________________________________
 GQ0289  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GQ0289  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GQ0289  HORZ ORDER  -  THIRD
 GQ0289
 GQ0289.The horizontal coordinates were established by classical geodetic methods
 GQ0289.and adjusted by the National Geodetic Survey in August 1993.
 GQ0289
 GQ0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0289
 GQ0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0289
 GQ0289.The geoid height was determined by GEOID03.
 GQ0289
 GQ0289;                    North         East     Units Scale Factor Converg.
 GQ0289;SPC AZ C     -   661,811.310   166,236.363   MT  0.99992735   -0 19 05.7
 GQ0289;SPC AZ C     - 2,171,296.95    545,394.89   iFT  0.99992735   -0 19 05.7
 GQ0289;SPC AZ W     -   662,497.299   329,487.917   MT  1.00009941   +0 47 03.5
 GQ0289;SPC AZ W     - 2,173,547.57  1,080,997.10   iFT  1.00009941   +0 47 03.5
 GQ0289;SPC UT S     - 3,033,630.602   415,764.077   MT  1.00005246   -0 34 46.3
 GQ0289;UTM  12      - 4,092,060.567   371,289.013   MT  0.99980409   -0 52 10.5
 GQ0289
 GQ0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0289!SPC AZ C     -   0.99974608  x   0.99992735  =   0.99967344
 GQ0289!SPC AZ W     -   0.99974608  x   1.00009941  =   0.99984546
 GQ0289!SPC UT S     -   0.99974608  x   1.00005246  =   0.99979852
 GQ0289!UTM  12      -   0.99974608  x   0.99980409  =   0.99955021
 GQ0289
 GQ0289|---------------------------------------------------------------------|
 GQ0289| PID    Reference Object                     Distance      Geod. Az  |
 GQ0289|                                                           dddmmss.s |
 GQ0289| CH3349 SHINARUMP RM 2                       14.401 METERS 03904     |
 GQ0289| CH3350 SHINARUMP RM 2                        7.257 METERS 10814     |
 GQ0289| GQ0288 SHINARUMP CAIRN                       7.048 METERS 12915     |
 GQ0289| CH3348 SHINARUMP RM 1                        4.808 METERS 13946     |
 GQ0289| CH3346 SHINARUMP AZ MK                                    2772934.9 |
 GQ0289| CH3347 SHINARUMP RM 1                       14.439 METERS 34102     |
 GQ0289|---------------------------------------------------------------------|
 GQ0289
 GQ0289                          SUPERSEDED SURVEY CONTROL
 GQ0289
 GQ0289  NAD 83(1986)-  36 57 57.05145(N)    112 26 45.20089(W) AD(       ) 3
 GQ0289  NAD 27      -  36 57 57.08800(N)    112 26 42.50400(W) AD(       ) 3
 GQ0289  NGVD 29 (07/19/86) 1639.7    (m)         5380.     (f) VERT ANG    3  
 GQ0289
 GQ0289.Superseded values are not recommended for survey control.
 GQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0289.See file dsdata.txt to determine how the superseded data were derived.
 GQ0289
 GQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7128992061(NAD 83)
 GQ0289_MARKER: DS = TRIANGULATION STATION DISK
 GQ0289_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0289
 GQ0289  HISTORY     - Date     Condition        Report By
 GQ0289  HISTORY     - 1953     MONUMENTED       CGS
 GQ0289
 GQ0289                          STATION DESCRIPTION
 GQ0289
 GQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0289'STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF KANAB, UTAH AND 6
 GQ0289'MILES EAST-NORTHEAST OF FREDONIA ON A SALIENCE OF THE SHINARUMP
 GQ0289'CLIFF.  THE FLAT-TOPPED RIDGE RUNS NORTH AND SOUTH AND IS
 GQ0289'COVERED WITH JUNIPER TREES AND SAGE.  STATION SITE IS ON THE
 GQ0289'HIGHEST POINT AT SOUTH END OF THE SHELF.
 GQ0289'
 GQ0289'TO REACH FROM THE ARIZONA CHECKING STATION IN FREDONIA, GO
 GQ0289'NORTH ON U.S. 89 FOR 0.6 MILE TO CROSSROADS.  TURN RIGHT
 GQ0289'FOR 0.1 MILE TO WOOD GATE.  PASS THROUGH, TURN LEFT, NORTH
 GQ0289'AND EAST, ON THE FREDONIA AIR STRIP, FOR 0.85 MILE.  TURN
 GQ0289'RIGHT ON OLD WOOD HAULING ROAD FOR 2.05 MILES TO WIRE GATE.
 GQ0289'PASS THROUGH AND CONTINUE ON OLD ROAD FOR 0.4 MILE TO A FORK.
 GQ0289'TAKE LEFT FORK, EAST-NORTHEAST, FOR 0.8 MILE TO ANOTHER DIM
 GQ0289'FORK AT A SMALL JUNIPER TREE WITH TRIANGLE BLAZE.  KEEP LEFT
 GQ0289'FORK, UP A STEEP GRADE, FOR 0.15 MILE TO SUMMIT OF RIM AND
 GQ0289'A DIM FORK.  KEEP RIGHT FORK, MAIN ROAD, FOR 0.35 MILE
 GQ0289'TO DIM TRACK ROAD RIGHT.  TURN RIGHT, SOUTH-SOUTHEAST, FOR
 GQ0289'0.85 MILE TO EDGE OF BLUFF AND AZIMUTH MARK ON EXTREME EDGE OF
 GQ0289'BLUFF OUTCROP.  CONTINUE NORTHEAST, EAST AND SOUTHEAST, FOR
 GQ0289'0.4 MILE TO SOUTH END OF RIDGE AND STATION.
 GQ0289'
 GQ0289'STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 GQ0289'IN OUTCROPPING BEDROCK.
 GQ0289'
 GQ0289'STATION MARK, STAMPED SHINARUMP 1953, IS IN BEDROCK ABOUT 30
 GQ0289'INCHES HIGH.
 GQ0289'
 GQ0289'REFERENCE MARK 1, STAMPED SHINARUMP NO 1 1953, IS IN BEDROCK
 GQ0289'ABOUT 20 INCHES HIGH.
 GQ0289'
 GQ0289'REFERENCE MARK 2, STAMPED SHINARUMP NO 2 1953, IS IN BEDROCK
 GQ0289'ABOUT 40 INCHES HIGH.
 GQ0289'
 GQ0289'AZIMUTH MARK, STAMPED SHINARUMP 1953, IS 9 FEET SOUTH OF A
 GQ0289'WITNESS POST AND ABOUT 4 FEET LOWER THAN THE POST AND TOP
 GQ0289'EDGE OF BLUFF.
 GQ0289'
 GQ0289'A TIE-IN WAS MADE TO THE U.S. GEOLOGICAL SURVEY AND POWELL
 GQ0289'SURVEY TRIANGULATION STATION CAIRN.  THERE IS NO TABLET UNDER
 GQ0289'THIS LARGE CAIRN AND THE APPROXIMATE CENTER WAS OBSERVED
 GQ0289'UPON.
 GQ0289'
 GQ0289'THE TWO REFERENCE MARKS TO THE CAIRN ARE U.S.G.S. REFERENCE
 GQ0289'MARK DISKS CEMENTED IN DRILL HOLES IN BEDROCK.
 GQ0289'
 GQ0289'REFERENCE MARK 1, STAMPED SHINARUMP NO 1, IS IN BEDROCK ABOUT
 GQ0289'30 INCHES HIGH.
 GQ0289'
 GQ0289'REFERENCE MARK 2, STAMPED SHINARUMP NO 2, IS IN BEDROCK ABOUT
 GQ0289'20 INCHES HIGH.
 GQ0289'
 GQ0289'THIS IS A DRIVE STATION WITH 4-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0288 ***********************************************************************
 GQ0288  DESIGNATION -  SHINARUMP CAIRN
 GQ0288  PID         -  GQ0288
 GQ0288  STATE/COUNTY-  AZ/COCONINO
 GQ0288  USGS QUAD   -  SHINARUMP POINT (1988)
 GQ0288
 GQ0288                         *CURRENT SURVEY CONTROL
 GQ0288  ___________________________________________________________________
 GQ0288* NAD 83(1992)-  36 57 56.91000(N)    112 26 44.98533(W)     ADJUSTED  
 GQ0288* NAVD 88     -      1639.9    (meters)    5380.     (feet)  VERTCON   
 GQ0288  ___________________________________________________________________
 GQ0288  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GQ0288  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GQ0288  HORZ ORDER  -  THIRD
 GQ0288
 GQ0288.The horizontal coordinates were established by classical geodetic methods
 GQ0288.and adjusted by the National Geodetic Survey in August 1993.
 GQ0288
 GQ0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0288
 GQ0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0288
 GQ0288.The geoid height was determined by GEOID03.
 GQ0288
 GQ0288;                    North         East     Units Scale Factor Converg.
 GQ0288;SPC AZ C     -   661,806.821   166,241.796   MT  0.99992734   -0 19 05.6
 GQ0288;SPC AZ C     - 2,171,282.22    545,412.72   iFT  0.99992734   -0 19 05.6
 GQ0288;SPC UT S     - 3,033,626.087   415,769.491   MT  1.00005247   -0 34 46.2
 GQ0288;UTM  12      - 4,092,056.027   371,294.402   MT  0.99980407   -0 52 10.4
 GQ0288
 GQ0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0288!SPC AZ C     -   0.99974618  x   0.99992734  =   0.99967354
 GQ0288!SPC UT S     -   0.99974618  x   1.00005247  =   0.99979864
 GQ0288!UTM  12      -   0.99974618  x   0.99980407  =   0.99955030
 GQ0288
 GQ0288:                Primary Azimuth Mark                     Grid Az
 GQ0288:SPC AZ C     -  NORTH ROAD                               105 34 00.1
 GQ0288:SPC UT S     -  NORTH ROAD                               105 49 40.7
 GQ0288:UTM  12      -  NORTH ROAD                               106 07 04.9
 GQ0288
 GQ0288|---------------------------------------------------------------------|
 GQ0288| PID    Reference Object                     Distance      Geod. Az  |
 GQ0288|                                                           dddmmss.s |
 GQ0288| GQ0273 NORTH ROAD                          APPROX.22.0 KM 1051454.5 |
 GQ0288|---------------------------------------------------------------------|
 GQ0288
 GQ0288                          SUPERSEDED SURVEY CONTROL
 GQ0288
 GQ0288  NAD 83(1986)-  36 57 56.90656(N)    112 26 44.97986(W) AD(       ) 4
 GQ0288  NAD 27      -  36 57 56.94300(N)    112 26 42.28300(W) AD(       ) 3
 GQ0288  NGVD 29 (05/08/89) 1639.0    (m)         5377.     (f) VERT ANG    3  
 GQ0288
 GQ0288.Superseded values are not recommended for survey control.
 GQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0288.See file dsdata.txt to determine how the superseded data were derived.
 GQ0288
 GQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7129492056(NAD 83)
 GQ0288_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GQ0288_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0288_SP_SET: SET IN A ROCK LEDGE
 GQ0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0288+STABILITY: POSITION/ELEVATION WELL
 GQ0288
 GQ0288  HISTORY     - Date     Condition        Report By
 GQ0288  HISTORY     - 1871     MONUMENTED       USGS
 GQ0288  HISTORY     - 1933     GOOD             USGS
 GQ0288  HISTORY     - 1953     GOOD             USGS
 GQ0288
 GQ0288                          STATION DESCRIPTION
 GQ0288
 GQ0288'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0288'RECOVERED IN GOOD CONDITION.
 GQ0288'
 GQ0288'LOCATED 7.5 MI SE. OF KANAB, UTAH, 6.3 MI NE. OF FREDONIA.  ON
 GQ0288'SALIENT OF SHINARUMP CLIFF.
 GQ0288'
 GQ0288'TO REACH FROM FREDONIA, FOLLOW WOOD-HAULERS RD. WHICH LEAVES MAIN
 GQ0288'HWY. JUST N. OF FREDONIA AND RUNS NE. THROUGH AIRPLANE LANDING
 GQ0288'FIELD AND LEADS TO TOP OF MESA BACK OF STATION.
 GQ0288'
 GQ0288'STATION MARK--ROCK CAIRN 5 FT. HIGH.
 GQ0288'
 GQ0288'RM 1--STANDARD RM TABLET STAMPED---NO 1 SHINARUMP---, CEMENTED IN
 GQ0288'SANDSTONE LEDGE.
 GQ0288'
 GQ0288'RM 2--STANDARD RM TABLET STAMPED---NO 2 SHINARUMP---, CEMENTED IN
 GQ0288'SANDSTONE LEDGE.
 GQ0288
 GQ0288                          STATION RECOVERY (1953)
 GQ0288
 GQ0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GQ0288'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0591 ***********************************************************************
 GP0591  DESIGNATION -  SHINUMO
 GP0591  PID         -  GP0591
 GP0591  STATE/COUNTY-  AZ/COCONINO
 GP0591  USGS QUAD   -  SHINUMO ALTAR (1988)
 GP0591
 GP0591                         *CURRENT SURVEY CONTROL
 GP0591  ___________________________________________________________________
 GP0591* NAD 83(1992)-  36 25 59.95498(N)    111 42 55.83780(W)     ADJUSTED  
 GP0591* NAVD 88     -      1987.4    (meters)    6520.     (feet)  VERTCON   
 GP0591  ___________________________________________________________________
 GP0591  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 GP0591  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 GP0591  HORZ ORDER  -  FIRST
 GP0591
 GP0591.The horizontal coordinates were established by classical geodetic methods
 GP0591.and adjusted by the National Geodetic Survey in August 1993.
 GP0591
 GP0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0591
 GP0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0591
 GP0591.The geoid height was determined by GEOID03.
 GP0591
 GP0591;                    North         East     Units Scale Factor Converg.
 GP0591;SPC AZ C     -   602,609.473   231,395.450   MT  0.99990401   +0 07 10.1
 GP0591;SPC AZ C     - 1,977,065.20    759,171.42   iFT  0.99990401   +0 07 10.1
 GP0591;UTM  12      - 4,032,249.637   435,866.875   MT  0.99965067   -0 25 29.8
 GP0591
 GP0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0591!SPC AZ C     -   0.99969176  x   0.99990401  =   0.99959580
 GP0591!UTM  12      -   0.99969176  x   0.99965067  =   0.99934254
 GP0591
 GP0591:                Primary Azimuth Mark                     Grid Az
 GP0591:SPC AZ C     -  BITTER                                   017 51 14.2
 GP0591:UTM  12      -  BITTER                                   018 23 54.1
 GP0591
 GP0591|---------------------------------------------------------------------|
 GP0591| PID    Reference Object                     Distance      Geod. Az  |
 GP0591|                                                           dddmmss.s |
 GP0591| GP0618 BITTER                              APPROX.20.6 KM 0175824.3 |
 GP0591| CH3351 SHINUMO RM 3 AZIMUTH                               0234748.0 |
 GP0591| CH3352 SHINUMO RM 1                         11.980 METERS 02759     |
 GP0591| CH3353 SHINUMO RM 2                         17.814 METERS 31015     |
 GP0591|---------------------------------------------------------------------|
 GP0591
 GP0591                          SUPERSEDED SURVEY CONTROL
 GP0591
 GP0591  NAD 83(1986)-  36 25 59.95365(N)    111 42 55.83334(W) AD(       ) 1
 GP0591  NAD 27      -  36 26 00.00000(N)    111 42 53.26400(W) AD(       ) 1
 GP0591  NGVD 29 (07/12/88) 1986.4    (m)         6517.     (f) VERT ANG    3  
 GP0591
 GP0591.Superseded values are not recommended for survey control.
 GP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0591.See file dsdata.txt to determine how the superseded data were derived.
 GP0591
 GP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3586732250(NAD 83)
 GP0591_MARKER: DS = TRIANGULATION STATION DISK
 GP0591_SETTING: 66 = SET IN ROCK OUTCROP
 GP0591_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0591+STABILITY: POSITION/ELEVATION WELL
 GP0591
 GP0591  HISTORY     - Date     Condition        Report By
 GP0591  HISTORY     - 1903     MONUMENTED       USGS
 GP0591  HISTORY     - 1934     GOOD             USGS
 GP0591  HISTORY     - 1938     GOOD             CGS
 GP0591  HISTORY     - 1953     GOOD             CGS
 GP0591  HISTORY     - 1953     GOOD             USGS
 GP0591  HISTORY     - 1972     GOOD             AZHD
 GP0591  HISTORY     - 1983     GOOD             AZDT
 GP0591
 GP0591                          STATION DESCRIPTION
 GP0591
 GP0591'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0591'LOCATED ABOUT 15 MI N. OF MOUTH OF LITTLE COLORADO RIVER, 7 MI E.
 GP0591'OF COLORADO RIVER.  ON HIGHEST POINT OF SOUTH END OF SHINUMO
 GP0591'ALTAR, PROMINENT BALD MESA BUTTE.
 GP0591'
 GP0591'TO REACH FROM WILLOW SPRINGS, TAKE WAGON TO FOOT OF BUTTE.
 GP0591'
 GP0591'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GP0591'IN LIMESTONE ROCK UNDER CENTER OF CAIRN 6 FT. HIGH AND 6 FT. IN
 GP0591'DIAMETER.
 GP0591'
 GP0591'RMS--NONE SET.
 GP0591
 GP0591                          STATION RECOVERY (1934)
 GP0591
 GP0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GP0591'STATION IS LOCATED ON THE HIGHEST PART OF THE SOUTHEASTERN END
 GP0591'OF SHINUMO ALTAR, A PROMINENT, BALD, FLAT-TOPPED BUTTE ABOUT
 GP0591'15 MILES NORTH OF THE MOUTH OF THE LITTLE COLORADO RIVER
 GP0591'AND ABOUT 7 MILES EAST OF THE COLORADO RIVER.
 GP0591'
 GP0591'REACHED FROM THE CEDAR RIDGE TRADING POST ON U.S. HIGHWAY
 GP0591'89.  GO WEST ON ROAD SOUTH OF TRADING POST AND FOLLOW THE
 GP0591'MAIN-TRAVELED ROAD FOR 5.2 MILES PASSING TO NORTH OF TANK,
 GP0591'THENCE ACROSS DAM AT NORTH END AND TURN RIGHT AT SOUTH END OF
 GP0591'DAM AND FOLLOW MAIN-TRAVELED ROAD FOR 2.0 MILES, TAKE RIGHT
 GP0591'FORK, FOLLOW ROAD TO FIRST CROSS ROAD, TAKE LEFT FORK AND
 GP0591'CONTINUE FOR 5.3 MILES TO POINT OPPOSITE SOUTHERN BASE OF
 GP0591'HILL, CAN TURN RIGHT HERE AND GO 0.2 MILE.  CLIMB NORTH TO
 GP0591'HIGHEST POINT OF HILL AND STATION.  15 MINUTES PACK.  STATION
 GP0591'MARK IS STANDARD U.S. GEOLOGICAL SURVEY MARK.
 GP0591'
 GP0591'AZIMUTH MARK 1/8 MILE NORTH-NORTHEAST ON SMALL ROCK LEDGE.
 GP0591'
 GP0591'REFERENCE MARKS NOS. 1 AND 2 ARE SET AS DESCRIBED.
 GP0591
 GP0591                          STATION RECOVERY (1938)
 GP0591
 GP0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 GP0591'ABOUT 27 MILES SOUTH OF THE MARBLE CANYON BRIDGE AND 8 MILES
 GP0591'EAST OF THE COLORADO RIVER ON A LONE, PROMINENT, FLAT-TOPPED
 GP0591'BUTTE KNOWN AS SHINUMO ALTAR.  BUTTE IS ROCKY AND FAIRLY LEVEL
 GP0591'ON TOP, STATION IS LOCATED ON THE SOUTHEAST END OF THE BUTTE.
 GP0591'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GP0591'(UNSTAMPED), SET IN OUTCROPPING BEDROCK.
 GP0591'
 GP0591'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION
 GP0591'AND ABOUT 1 FOOT LOWER IN ELEVATION.
 GP0591'
 GP0591'REFERENCE MARK NO. 2, IS WEST-NORTHWEST OF STATION
 GP0591'AND ABOUT 3 FEET LOWER IN ELEVATION.
 GP0591'
 GP0591'AZIMUTH MARK, IS NORTH-NORTHEAST OF THE STATION
 GP0591'ON THE FIRST BLUFF NORTH OF THE STATION ON THE EAST SIDE OF
 GP0591'BUTTE, APPROXIMATELY 250 METERS.
 GP0591'
 GP0591'STATION IS REACHED FROM CEDAR RIDGE TRADING POST BY GOING
 GP0591'WEST ON DIRT ROAD, THE MAIN-TRAVELED ROAD, FOR 4.8 MILES TO
 GP0591'A SMALL RESERVOIR ON THE LEFT.  THENCE CONTINUE 2.1 MILES TO
 GP0591'A FORK, TAKE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED ROAD FOR
 GP0591'0.45 MILE TO CROSSROADS.  THENCE TURN RIGHT AND GO 2.1 MILES
 GP0591'TO A FORK, THENCE KEEP RIGHT FORK AND CONTINUE 1.25 MILES TO
 GP0591'CROSS ROAD.  THENCE CONTINUE STRAIGHT AHEAD TOWARD THE
 GP0591'SOUTHWEST END OF THE BUTTE FOR 1.65 MILES, THENCE TURN RIGHT
 GP0591'ACROSS COUNTRY FOR 0.15 MILE TO THE SOUTHEAST END OF BUTTE AND
 GP0591'THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH UP THE
 GP0591'SLOPE TO THE HIGHEST POINT AND THE STATION SITE.
 GP0591
 GP0591                          STATION RECOVERY (1953)
 GP0591
 GP0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GP0591'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GP0591'CONDITION.  THE PREVIOUS DESCRIPTION WAS FOUND TO BE ADEQUATE,
 GP0591'BUT SOME DIFFERENCES IN DETAIL WERE NOTED.
 GP0591'
 GP0591'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 GP0591'
 GP0591'THE STATION IS ABOUT 27 MILES SOUTH OF THE MARBLE CANYON
 GP0591'BRIDGE AND 8 MILES EAST OF THE COLORADO RIVER, ON A LONE,
 GP0591'PROMINENT, FLAT-TOPPED BUTTE KNOWN AS SHINUMOS ALTAR.  THE
 GP0591'BUTTE IS THE ONLY ONE IN THE VICINITY AND THE STATION IS ON THE
 GP0591'HIGHEST POINT AT THE EXTREME SOUTHEAST END OF IT.
 GP0591'
 GP0591'TO REACH THE STATION FROM CEDAR RIDGE TRADING POST ON U.S.
 GP0591'HIGHWAY 89 GO WEST ON THE DIRT ROAD LEADING PAST THE SOUTH
 GP0591'SIDE OF THE STORE FOR 4.8 MILES TO AN EARTH RESERVOIR (LOOPS
 GP0591'OF THE ROAD PASS TO THE RIGHT OR LEFT OF IT).  CONTINUE WEST
 GP0591'ON THE MAIN ROAD FOR 2.0 MILES TO A FORK.  TAKE THE RIGHT
 GP0591'FORK AND CONTINUE NORTHWEST, TOWARD THE BUTTE, FOR 4.5 MILES.
 GP0591'THENCE BEAR RIGHT, ACROSS COUNTRY, FOR 0.15 MILE TO THE
 GP0591'SOUTHWEST BASE OF THE BUTTE AND THE END OF TRUCK TRAVEL.  FROM
 GP0591'HERE PACK NORTH UP THE STEEP SLOPE TO THE TOP OF THE RIM
 GP0591'AND THE STATION, ABOUT A 30-MINUTE PACK.
 GP0591'
 GP0591'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 GP0591'MARK (UNSTAMPED) SET IN A 1-FOOT BY 2-FOOT BOULDER PROJECTING
 GP0591'2 INCHES ABOVE THE GROUND.  IT IS NOT SET IN BEDROCK AS
 GP0591'PREVIOUSLY STATED.  IT IS 6 FEET NORTHEAST OF A 4-FOOT CAIRN.
 GP0591'
 GP0591'REFERENCE MARK 1 IS STAMPED SHINUMO NO 1 1934.  IT IS SET
 GP0591'IN BEDROCK FLUSH WITH THE SURFACE AND IS 18 INCHES LOWER THAN
 GP0591'THE STATION MARK.  IT IS A STANDARD USC AND GS DISK.
 GP0591'
 GP0591'REFERENCE MARK 2 IS STAMPED SHINUMO NO 2 1934.  IT IS A STANDARD
 GP0591'USC AND GS DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS
 GP0591'ON THE WEST SLOPE OF THE RIDGE AND 3 FEET LOWER THAN THE STATION
 GP0591'MARK.
 GP0591'
 GP0591'THE AZIMUTH MARK IS STAMPED SHINUMO NO 3 1934.  IT IS A STANDARD
 GP0591'USC AND GS REFERENCE DISK SET IN BEDROCK 1 FOOT NORTHEAST OF
 GP0591'THE RIM OF A 2 FOOT LEDGE.  IT IS ON THE SUMMIT OF THE NEXT
 GP0591'RISE TO THE NORTH AND IS ACROSS A SHALLOW DRAW FROM THE STATION.
 GP0591
 GP0591                          STATION RECOVERY (1953)
 GP0591
 GP0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GP0591'RECOVERED IN GOOD CONDITION.
 GP0591
 GP0591                          STATION RECOVERY (1972)
 GP0591
 GP0591'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0591'GENERAL LOCATION ABOUT 15 MILES N OF THE MOUTH OF THE LITTLE
 GP0591'COLORADO RIVER AND ABOUT 7 MILES E OF THE COLORADO RIVER.
 GP0591'
 GP0591'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GP0591'
 GP0591'STATION MARK STD USGS BC SET IN BEDROCK UNSTAMPED.
 GP0591'
 GP0591'REFERENCE MARKS STD USC AND GS BCS SET IN BEDROCK COND GOOD.
 GP0591'
 GP0591'AZIMUTH MARK NOT OBSERVED.
 GP0591
 GP0591                          STATION RECOVERY (1983)
 GP0591
 GP0591'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0591'THE STATION MARK, REFERENCE MARKS AND THE AZMUTH MARK WERE RECOVERED
 GP0591'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND MISSED BY
 GP0591'THE OBSERVING UNIT.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0591'
 GP0591'TO REACH THE STATION FROM PAGE TRAVEL SOUTH ALONG U.S. HIGHWAY 89 FOR
 GP0591'43.0 MILES TO THE CEDAR RIDGE TRADING POST.  TURN RIGHT ALONG INDIAN
 GP0591'ROUTE 6110 AND TRAVEL WEST FOR 5.15 MILES TO A STOCK TANK ON THE LEFT.
 GP0591'TRAVEL WEST FOR 1.95 MILES TO A FORK, TAKE THE RIGHT FORK FOR 0.6 MILE
 GP0591'TO ANOTHER STOCK TANK ON THE RIGHT, CONTINUE WEST ALONG THE MAIN ROAD
 GP0591'FOR 5.1 MILES TO A ROCK OUTCROP ON THE RIGHT NEAR THE ROAD. CONTINUE
 GP0591'AHEAD SLOWLY ABOUT 0.1 MILE TO A SET OF DIM TRACKS ON THE RIGHT.  TURN
 GP0591'RIGHT TOWARD THE BUTTE FOR 0.3 MILE TO END OF TRUCK TRAVEL.  PACK UP
 GP0591'THE STEEP SLOPE TO THE RIM AND THEN AHEAD FOR ABOUT 100 YARDS TO A
 GP0591'SLIGHTLY HIGHER OUTCROP AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0498 ***********************************************************************
 ER0498  DESIGNATION -  SHOE
 ER0498  PID         -  ER0498
 ER0498  STATE/COUNTY-  AZ/APACHE
 ER0498  USGS QUAD   -  CONCHO (1984)
 ER0498
 ER0498                         *CURRENT SURVEY CONTROL
 ER0498  ___________________________________________________________________
 ER0498* NAD 83(1992)-  34 29 56.05341(N)    109 30 12.11450(W)     ADJUSTED  
 ER0498* NAVD 88     -      1902.0    (meters)    6240.     (feet)  VERTCON   
 ER0498  ___________________________________________________________________
 ER0498  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 ER0498  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 ER0498  HORZ ORDER  -  SECOND
 ER0498
 ER0498.The horizontal coordinates were established by classical geodetic methods
 ER0498.and adjusted by the National Geodetic Survey in August 1993.
 ER0498
 ER0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0498
 ER0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0498
 ER0498.The geoid height was determined by GEOID03.
 ER0498
 ER0498;                    North         East     Units Scale Factor Converg.
 ER0498;SPC AZ E     -   388,189.868   274,272.797   MT  0.99994572   +0 22 32.5
 ER0498;SPC AZ E     - 1,273,588.81    899,845.13   iFT  0.99994572   +0 22 32.5
 ER0498;UTM  12      - 3,818,492.251   637,403.384   MT  0.99983271   +0 50 52.1
 ER0498
 ER0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0498!SPC AZ E     -   0.99970519  x   0.99994572  =   0.99965092
 ER0498!UTM  12      -   0.99970519  x   0.99983271  =   0.99953795
 ER0498
 ER0498|---------------------------------------------------------------------|
 ER0498| PID    Reference Object                     Distance      Geod. Az  |
 ER0498|                                                           dddmmss.s |
 ER0498| CD3636 SHOE RM 1                            12.258 METERS 05958     |
 ER0498| CD3637 SHOE RM 2                            11.866 METERS 24228     |
 ER0498| ER0500 HAM                                 APPROX. 2.7 KM 2545857.8 |
 ER0498|---------------------------------------------------------------------|
 ER0498
 ER0498                          SUPERSEDED SURVEY CONTROL
 ER0498
 ER0498  NAD 83(1986)-  34 29 56.05202(N)    109 30 12.12258(W) AD(       ) 2
 ER0498  NAD 27      -  34 29 55.93510(N)    109 30 09.73336(W) AD(       ) 2
 ER0498  NGVD 29 (07/19/86) 1901.1    (m)         6237.     (f) VERT ANG    3  
 ER0498
 ER0498.Superseded values are not recommended for survey control.
 ER0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0498.See file dsdata.txt to determine how the superseded data were derived.
 ER0498
 ER0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD3740318492(NAD 83)
 ER0498_MARKER: DD = SURVEY DISK
 ER0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0498+STABILITY: SURFACE MOTION
 ER0498
 ER0498  HISTORY     - Date     Condition        Report By
 ER0498  HISTORY     - 1979     MONUMENTED       AZDT
 ER0498
 ER0498                          STATION DESCRIPTION
 ER0498
 ER0498'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0498'THE STATION IS LOCATED ON THE CREST OF A HILL 8 MILES WEST OF ST.
 ER0498'JOHNS ALONG THE NORTH SIDE OF ARIZONA HIGHWAY 61.
 ER0498'
 ER0498'THE STATION MARK IS AN ADOT DISK STAMPED---SHOE 1979---AND IS SET IN
 ER0498'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 3.5 FEET WEST-SOUTHWEST OF
 ER0498'THE WITNESS POST AND SIGN.
 ER0498'
 ER0498'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---SHOE RM 1 1979---AND IS SET
 ER0498'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 50 FEET NORTH OF THE
 ER0498'CENTERLINE OF THE HIGHWAY.
 ER0498'
 ER0498'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---SHOE RM 2 1979---AND IS SET
 ER0498'IN TOP OF A 10 INCH CONCRETE MONUMENT 50 FEET NORTH OF THE CENTERLINE
 ER0498'OF THE HIGHWAY.
 ER0498'
 ER0498'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 666, 180, AND 61
 ER0498'IN ST. JOHNS, TRAVEL WEST ALONG ARIZONA HIGHWAY 61 FOR 8.25 MILES TO
 ER0498'MILE POST 378.45 AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0915 ***********************************************************************
 FQ0915  DESIGNATION -  SHONGOPOVI
 FQ0915  PID         -  FQ0915
 FQ0915  STATE/COUNTY-  AZ/NAVAJO
 FQ0915  USGS QUAD   -  SHUNGOPAVI (1991)
 FQ0915
 FQ0915                         *CURRENT SURVEY CONTROL
 FQ0915  ___________________________________________________________________
 FQ0915* NAD 83(1992)-  35 48 12.58978(N)    110 33 58.90701(W)     ADJUSTED  
 FQ0915* NAVD 88     -      1951.3    (meters)    6402.     (feet)  VERTCON   
 FQ0915  ___________________________________________________________________
 FQ0915  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 FQ0915  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 FQ0915  HORZ ORDER  -  THIRD
 FQ0915
 FQ0915.The horizontal coordinates were established by classical geodetic methods
 FQ0915.and adjusted by the National Geodetic Survey in August 1993.
 FQ0915
 FQ0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0915
 FQ0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0915
 FQ0915.The geoid height was determined by GEOID03.
 FQ0915
 FQ0915;                    North         East     Units Scale Factor Converg.
 FQ0915;SPC AZ E     -   532,785.381   177,236.227   MT  0.99991607   -0 14 01.8
 FQ0915;SPC AZ E     - 1,747,983.53    581,483.68   iFT  0.99991607   -0 14 01.8
 FQ0915;UTM  12      - 3,962,240.509   539,179.512   MT  0.99961891   +0 15 13.3
 FQ0915
 FQ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0915!SPC AZ E     -   0.99969733  x   0.99991607  =   0.99961343
 FQ0915!UTM  12      -   0.99969733  x   0.99961891  =   0.99931636
 FQ0915
 FQ0915:                Primary Azimuth Mark                     Grid Az
 FQ0915:SPC AZ E     -  SECOND                                   030 26 10.2
 FQ0915:UTM  12      -  SECOND                                   029 56 55.1
 FQ0915
 FQ0915|---------------------------------------------------------------------|
 FQ0915| PID    Reference Object                     Distance      Geod. Az  |
 FQ0915|                                                           dddmmss.s |
 FQ0915| FQ0914 SECOND                              APPROX. 8.9 KM 0301208.4 |
 FQ0915| CR9996 SHONGOPOVI RM 1                       7.452 METERS 05227     |
 FQ0915| CR9997 SHONGOPOVI RM 2                       7.315 METERS 14156     |
 FQ0915|---------------------------------------------------------------------|
 FQ0915
 FQ0915                          SUPERSEDED SURVEY CONTROL
 FQ0915
 FQ0915  NAD 83(1986)-  35 48 12.59095(N)    110 33 58.90617(W) AD(       ) 3
 FQ0915  NGVD 29 (02/23/90) 1950.4    (m)         6399.     (f) VERT ANG    3  
 FQ0915
 FQ0915.Superseded values are not recommended for survey control.
 FQ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0915.See file dsdata.txt to determine how the superseded data were derived.
 FQ0915
 FQ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE3918062241(NAD 83)
 FQ0915_MARKER: DS = TRIANGULATION STATION DISK
 FQ0915_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0915_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0915+STABILITY: POSITION/ELEVATION WELL
 FQ0915
 FQ0915  HISTORY     - Date     Condition        Report By
 FQ0915  HISTORY     - 1965     MONUMENTED       USGS
 FQ0915
 FQ0915                          STATION DESCRIPTION
 FQ0915
 FQ0915'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0915'LOCATED ABOUT 6 MI SE. OF ORAIBI, 2 MI W. OF SHONGOPOVI.  AT
 FQ0915'HIGHEST POINT OF PROMINENT MESA.
 FQ0915'
 FQ0915'TO REACH FROM SECOND MESA POST OFFICE, DRIVE 2.2 MI W. ON HWY.
 FQ0915'264 TO TOP OF MESA AND RD. TO SHONGOPOVI.  TURN LEFT ABOUT 200 FT
 FQ0915'TO TRACK RD. RIGHT.  TURN RIGHT 0.1 MI W. PAST CINDER BLOCK
 FQ0915'BUILDING TO POINT OF MESA AND END OF TRUCK TRAVEL.  WALK SW. ALONG
 FQ0915'RIDGE BETWEEN MESAS TO HIGH POINT OF MESA AND STATION ABOUT 200
 FQ0915'YARDS W. OF STONE HOUSE.  ABOUT A 40-MINUTE PACK.
 FQ0915'
 FQ0915'STATION MARK--STANDARD TABLET STAMPED---SHONGOPOVI 1965---,
 FQ0915'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
 FQ0915'
 FQ0915'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, CEMENTED IN
 FQ0915'DRILL HOLE IN SANDSTONE ROCK.
 FQ0915'
 FQ0915'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, CEMENTED IN
 FQ0915'DRILL HOLE IN SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0916 ***********************************************************************
 FQ0916  DESIGNATION -  SHONTO
 FQ0916  PID         -  FQ0916
 FQ0916  STATE/COUNTY-  AZ/NAVAJO
 FQ0916  USGS QUAD   -  BURRO SPRING (1991)
 FQ0916
 FQ0916                         *CURRENT SURVEY CONTROL
 FQ0916  ___________________________________________________________________
 FQ0916* NAD 83(1992)-  35 38 54.76581(N)    110 41 40.82372(W)     ADJUSTED  
 FQ0916* NAVD 88     -      1751.3    (meters)    5746.     (feet)  VERTCON   
 FQ0916  ___________________________________________________________________
 FQ0916  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 FQ0916  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FQ0916  HORZ ORDER  -  THIRD
 FQ0916
 FQ0916.The horizontal coordinates were established by classical geodetic methods
 FQ0916.and adjusted by the National Geodetic Survey in August 1993.
 FQ0916
 FQ0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0916
 FQ0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0916
 FQ0916.The geoid height was determined by GEOID03.
 FQ0916
 FQ0916;                    North         East     Units Scale Factor Converg.
 FQ0916;SPC AZ E     -   515,649.355   165,547.205   MT  0.99992816   -0 18 27.8
 FQ0916;SPC AZ E     - 1,691,762.98    543,133.87   iFT  0.99992816   -0 18 27.8
 FQ0916;UTM  12      - 3,945,011.139   527,639.997   MT  0.99960941   +0 10 40.6
 FQ0916
 FQ0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0916!SPC AZ E     -   0.99972880  x   0.99992816  =   0.99965698
 FQ0916!UTM  12      -   0.99972880  x   0.99960941  =   0.99933832
 FQ0916
 FQ0916|---------------------------------------------------------------------|
 FQ0916| PID    Reference Object                     Distance      Geod. Az  |
 FQ0916|                                                           dddmmss.s |
 FQ0916| CR9998 SHONTO RM 1                          10.823 METERS 01556     |
 FQ0916| FQ0901 EAGLE                               APPROX.17.7 KM 1015549.3 |
 FQ0916| CR9999 SHONTO RM 2                           9.699 METERS 10540     |
 FQ0916|---------------------------------------------------------------------|
 FQ0916
 FQ0916                          SUPERSEDED SURVEY CONTROL
 FQ0916
 FQ0916  NAD 83(1986)-  35 38 54.76493(N)    110 41 40.82492(W) AD(       ) 3
 FQ0916  NGVD 29 (02/23/90) 1750.5    (m)         5743.     (f) VERT ANG    3  
 FQ0916
 FQ0916.Superseded values are not recommended for survey control.
 FQ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0916.See file dsdata.txt to determine how the superseded data were derived.
 FQ0916
 FQ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE2764045011(NAD 83)
 FQ0916_MARKER: DS = TRIANGULATION STATION DISK
 FQ0916_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0916
 FQ0916  HISTORY     - Date     Condition        Report By
 FQ0916  HISTORY     - 1965     MONUMENTED       USGS
 FQ0916  HISTORY     - 1965     GOOD             USGS
 FQ0916
 FQ0916                          STATION DESCRIPTION
 FQ0916
 FQ0916'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0916'LOCATED ABOUT 13 MI SW. OF SHONGOPOVI, 3 MI E. OF ORAIBI WASH.  ON
 FQ0916'HIGHEST POINT OF PROMINENT MESA NEAR SOUTH END IN SANDY AREA JUST
 FQ0916'N. OF A BREAK OF THE MESA.
 FQ0916'
 FQ0916'TO REACH FROM SECOND MESA AT JCT. OF HWY. 264 AND WINSLOW RD.
 FQ0916'(ROUTE 4), DRIVE 2.3 MI S. TO T-RD. W.  TURN RIGHT ON DIRT RD.
 FQ0916'7.1 MI TO WINDMILL, CONTINUE W. AROUND NORTH SIDE OF WINDMILL 0.7
 FQ0916'MI TO Y-RD.  TURN LEFT 1.6 MI S. TO Y-RD.  TURN RIGHT 2.2 MI TO
 FQ0916'LARGE WATER TANK ON NORTH SIDE OF SMALL MESA.  CONTINUE W. AROUND
 FQ0916'MESA 0.3 MI TO Y-RD.  TURN RIGHT 0.1 MI W. TO X-RDS., CONTINUE
 FQ0916'0.7 MI W. TO X-RDS.  TURN LEFT 1.7 MI S. TO X-RDS.  TURN RIGHT
 FQ0916'DOWN INTO AND ACROSS DRAIN TO Y-RD. 0.2 MI.  TURN LEFT TO RIDGE
 FQ0916'FOLLOWING RIDGE 0.9 MI S. TO HIGHEST POINT AND STATION.
 FQ0916'
 FQ0916'STATION MARK--STANDARD TABLET STAMPED---SHONTO 1965---, IN 5-INCH
 FQ0916'CONCRETE POST PROJECTING ABOUT 0.3 FT.
 FQ0916'
 FQ0916'RM 1--STEEL FENCEPOST STAMPED---RM NO 1 1965---, PROJECTING ABOUT
 FQ0916'1.4 FT.
 FQ0916'
 FQ0916'RM 2--STEEL FENCEPOST STAMPED---RM NO 2 1965---, PROJECTING ABOUT
 FQ0916'1.5 FT.
 FQ0916
 FQ0916                          STATION RECOVERY (1965)
 FQ0916
 FQ0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0916'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0654 ***********************************************************************
 GP0654  DESIGNATION -  SHONTO WATER TANK
 GP0654  PID         -  GP0654
 GP0654  STATE/COUNTY-  AZ/NAVAJO
 GP0654  USGS QUAD   -  SHONTO (1970)
 GP0654
 GP0654                         *CURRENT SURVEY CONTROL
 GP0654  ___________________________________________________________________
 GP0654* NAD 83(1992)-  36 35 58.97970(N)    110 39 28.46190(W)     ADJUSTED  
 GP0654* NAVD 88     -              **(meters)            **(feet)            
 GP0654  ___________________________________________________________________
 GP0654  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 GP0654  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 GP0654  HORZ ORDER  -  THIRD
 GP0654
 GP0654.The horizontal coordinates were established by classical geodetic methods
 GP0654.and adjusted by the National Geodetic Survey in August 1993.
 GP0654
 GP0654
 GP0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0654
 GP0654.The geoid height was determined by GEOID03.
 GP0654
 GP0654;                    North         East     Units Scale Factor Converg.
 GP0654;SPC AZ E     -   621,165.864   169,410.057   MT  0.99992379   -0 17 34.4
 GP0654;SPC AZ E     - 2,037,945.75    555,807.27   iFT  0.99992379   -0 17 34.4
 GP0654;SPC AZ C     -   621,791.187   325,980.353   MT  1.00005621   +0 45 02.1
 GP0654;SPC AZ C     - 2,039,997.33  1,069,489.35   iFT  1.00005621   +0 45 02.1
 GP0654;UTM  12      - 4,050,523.589   530,597.035   MT  0.99961153   +0 12 14.3
 GP0654
 GP0654                          SUPERSEDED SURVEY CONTROL
 GP0654
 GP0654  NAD 83(1986)-  36 35 58.97967(N)    110 39 28.46313(W) AD(       ) 4
 GP0654  NAD 27      -  36 35 58.98004(N)    110 39 25.94803(W) AD(       ) 3
 GP0654
 GP0654.Superseded values are not recommended for survey control.
 GP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0654.See file dsdata.txt to determine how the superseded data were derived.
 GP0654
 GP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3059750524(NAD 83)
 GP0654_MARKER: 51 = TANK
 GP0654
 GP0654  HISTORY     - Date     Condition        Report By
 GP0654  HISTORY     - 1970     FIRST OBSERVED   USGS
 GP0654
 GP0654                          STATION DESCRIPTION
 GP0654
 GP0654'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0654'LOCATED AT THE SHONTO BOARDING SCHOOL NEAR THE PLANT MANAGEMENT
 GP0654'OFFICE.  THE SOUTHERMOST OF TWO WATER TANKS AT THE SCHOOL.
 GP0654'
 GP0654'STATION MARK--FINIAL OF A LARGE SILVER COLORED WATER TANK ABOUT
 GP0654'100 FT HIGH WITH THE LETTERS SHONTO PAINTED IN BLACK ON THE SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0812 ***********************************************************************
 DA0812  DESIGNATION -  SHORE RM 2
 DA0812  PID         -  DA0812
 DA0812  STATE/COUNTY-  AZ/MARICOPA
 DA0812  USGS QUAD   -  AZTEC SE (1982)
 DA0812
 DA0812                         *CURRENT SURVEY CONTROL
 DA0812  ___________________________________________________________________
 DA0812* NAD 83(1986)-  32 51 05.     (N)    113 15 30.     (W)     SCALED    
 DA0812* NAVD 88     -       194.463  (meters)     638.00   (feet)  ADJUSTED  
 DA0812  ___________________________________________________________________
 DA0812  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DA0812  DYNAMIC HT  -         194.238 (meters)     637.26  (feet)  COMP
 DA0812  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DA0812
 DA0812  VERT ORDER  -  FIRST     CLASS II
 DA0812
 DA0812.The horizontal coordinates were scaled from a topographic map and have
 DA0812.an estimated accuracy of +/- 6 seconds.
 DA0812
 DA0812.The orthometric height was determined by differential leveling
 DA0812.and adjusted in June 1991.
 DA0812
 DA0812.The geoid height was determined by GEOID03.
 DA0812
 DA0812.The dynamic height is computed by dividing the NAVD 88
 DA0812.geopotential number by the normal gravity value computed on the
 DA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0812.degrees latitude (g = 980.6199 gals.).
 DA0812
 DA0812.The modeled gravity was interpolated from observed gravity values.
 DA0812
 DA0812;                    North         East    Units  Estimated Accuracy
 DA0812;SPC AZ C     -   206,070.       87,780.      MT  (+/- 180 meters Scaled)
 DA0812
 DA0812                          SUPERSEDED SURVEY CONTROL
 DA0812
 DA0812.No superseded survey control is available for this station.
 DA0812
 DA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB886370(NAD 83)
 DA0812_MARKER: DD = SURVEY DISK
 DA0812_SETTING: 66 = SET IN ROCK OUTCROP
 DA0812_SP_SET: ROCK OUTCROP
 DA0812_STAMPING: E 354 RESET 1972
 DA0812_MARK LOGO: NGS   
 DA0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0812+STABILITY: POSITION/ELEVATION WELL
 DA0812
 DA0812  HISTORY     - Date     Condition        Report By
 DA0812  HISTORY     - 1927     MONUMENTED       CGS
 DA0812  HISTORY     - 1980     GOOD             NGS
 DA0812  HISTORY     - 1980     GOOD             NGS
 DA0812
 DA0812                          STATION DESCRIPTION
 DA0812
 DA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DA0812'2.45 MI W FROM SENTINEL.
 DA0812'2.45 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TANK AT SENTINEL,
 DA0812'110 FEET SOUTH OF EAST-BOUND CENTERLINE OF INTERSTATE-8 AT MILE POST
 DA0812'84.35, 3 FEET NORTH OF RIGHT-OF-WAY FENCE, 3.5 FEET HIGHER THAN
 DA0812'CENTERLINE OF ROADWAY AND SET IN DRILL HOLE IN A ROCK OUTCROP.
 DA0812
 DA0812                          STATION RECOVERY (1980)
 DA0812
 DA0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0812'4.75 KM (2.95 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0812'THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, THENCE 0.55 KM (0.35
 DA0812'MI) NORTHWEST ACROSS COUNTRY, SET IN TOP OF A ROCK OUTCROP ON THE
 DA0812'SOUTHEAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8, 0.55 KM (0.35 MI)
 DA0812'NORTHEAST OF HIGHWAY MILEPOST 84, 33.5 METERS (110 FT) SOUTHEAST OF
 DA0812'THE CENTERLINE OF THE EAST-BOUND LANES OF THE HIGHWAY, 0.9 METER
 DA0812'(3.0 FT) NORTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DA0812'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA0812'THE MARK IS 0.6 M ABOVE THE EAST-BOUND LANES.
 DA0812
 DA0812                          STATION RECOVERY (1980)
 DA0812
 DA0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0812'4.75 KM (2.95 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0812'THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, THENCE 0.55 KM (0.35
 DA0812'MI) NORTHWEST ACROSS COUNTRY, SET IN TOP OF A ROCK OUTCROP ON THE
 DA0812'SOUTHEAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 8, 0.55 KM (0.35 MI)
 DA0812'NORTHEAST OF HIGHWAY MILEPOST 84, 33.5 METERS (110 FT) SOUTHEAST OF
 DA0812'THE CENTERLINE OF THE EAST-BOUND LANES OF THE HIGHWAY, 0.9 METER
 DA0812'(3.0 FT) NORTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DA0812'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DA0812'THE MARK IS 0.6 M ABOVE THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1365 ***********************************************************************
 FS1365  DESIGNATION -  SHORT
 FS1365  PID         -  FS1365
 FS1365  STATE/COUNTY-  AZ/MOHAVE
 FS1365  USGS QUAD   -  WHITE HILLS WEST (1989)
 FS1365
 FS1365                         *CURRENT SURVEY CONTROL
 FS1365  ___________________________________________________________________
 FS1365* NAD 83(1992)-  35 37 34.53142(N)    114 25 26.98539(W)     ADJUSTED  
 FS1365* NAVD 88     -       807.7    (meters)    2650.     (feet)  VERTCON   
 FS1365  ___________________________________________________________________
 FS1365  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 FS1365  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS1365  HORZ ORDER  -  SECOND
 FS1365
 FS1365.The horizontal coordinates were established by classical geodetic methods
 FS1365.and adjusted by the National Geodetic Survey in August 1993.
 FS1365
 FS1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1365
 FS1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1365
 FS1365.The geoid height was determined by GEOID03.
 FS1365
 FS1365;                    North         East     Units Scale Factor Converg.
 FS1365;SPC AZ W     -   513,274.752   152,293.116   MT  0.99997927   -0 23 33.8
 FS1365;SPC AZ W     - 1,683,972.28    499,649.33   iFT  0.99997927   -0 23 33.8
 FS1365;UTM  11      - 3,945,551.921   733,270.014   MT  1.00027060   +1 30 03.9
 FS1365
 FS1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1365!SPC AZ W     -   0.99987769  x   0.99997927  =   0.99985697
 FS1365!UTM  11      -   0.99987769  x   1.00027060  =   1.00014826
 FS1365
 FS1365:                Primary Azimuth Mark                     Grid Az
 FS1365:SPC AZ W     -  1285 10                                  148 55 40.6
 FS1365:UTM  11      -  1285 10                                  147 02 02.9
 FS1365
 FS1365|---------------------------------------------------------------------|
 FS1365| PID    Reference Object                     Distance      Geod. Az  |
 FS1365|                                                           dddmmss.s |
 FS1365| FS1340 1285 10                             433.483 METERS 1483206.8 |
 FS1365| CS4832 SHORT RM 1                           15.076 METERS 14837     |
 FS1365| FS1360 POWER                               APPROX. 6.3 KM 3264737.0 |
 FS1365| CS4833 SHORT RM 2                           12.196 METERS 32911     |
 FS1365|---------------------------------------------------------------------|
 FS1365
 FS1365                          SUPERSEDED SURVEY CONTROL
 FS1365
 FS1365  NAD 83(1986)-  35 37 34.52887(N)    114 25 26.98022(W) AD(       ) 2
 FS1365  NGVD 29 (11/23/90)  807.0    (m)         2648.     (f) VERT ANG    3  
 FS1365
 FS1365.Superseded values are not recommended for survey control.
 FS1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1365.See file dsdata.txt to determine how the superseded data were derived.
 FS1365
 FS1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3327045552(NAD 83)
 FS1365_MARKER: DS = TRIANGULATION STATION DISK
 FS1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1365+STABILITY: SURFACE MOTION
 FS1365
 FS1365  HISTORY     - Date     Condition        Report By
 FS1365  HISTORY     - 1981     MONUMENTED       AZDT
 FS1365
 FS1365                          STATION DESCRIPTION
 FS1365
 FS1365'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1365'THE STATION IS LOCATED 36 MILES NORTHWEST OF KINGMAN, 9 MILES NORTH
 FS1365'WEST OF DOLAN SPRINGS AND ALONG THE RIGHT OF WAY OF US HIGHWAY 93.
 FS1365'
 FS1365'THE STATION MARK IS AN ADOT DISK STAMPED, SHORT 1981.  IT IS SET IN
 FS1365'TOP OF A 10 INCH CONCRETE MONUMENT 97 FEET SOUTHWEST OF THE CENTERLINE
 FS1365'OF US 93 AND 3 FEET EAST OF THE WITNESS POST.
 FS1365'
 FS1365'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---SHORT RM 1 1981.  IT IS SET
 FS1365'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1365'
 FS1365'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---SHORT RM 2 1981.  IT IS SET
 FS1365'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1365'
 FS1365'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS1365'MILE ALONG STOCKTON ROAD TO US HIGHWAY 66.  TURN RIGHT ALONG US 66 AND
 FS1365'TRAVEL WEST FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1365'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 29.3 MILES TO THE DOLAN
 FS1365'SPRINGS MEADVIEW ROAD ON THE RIGHT.  CONTINUE NORTH ALONG US 93 FOR
 FS1365'5.9 MILES TO THE BRIDGE OVER DETRITAL WASH, CONTINUE NORTH ALONG US 93
 FS1365'FOR 1.5 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0442 ***********************************************************************
 DV0442  DESIGNATION -  SHOT
 DV0442  PID         -  DV0442
 DV0442  STATE/COUNTY-  AZ/MARICOPA
 DV0442  USGS QUAD   -  TOLLESON (1982)
 DV0442
 DV0442                         *CURRENT SURVEY CONTROL
 DV0442  ___________________________________________________________________
 DV0442* NAD 83(1992)-  33 23 47.59618(N)    112 20 25.25833(W)     ADJUSTED  
 DV0442* NAVD 88     -       282.76   (+/-2cm)     927.7    (feet)  VERTCON   
 DV0442  ___________________________________________________________________
 DV0442  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DV0442  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV0442  HORZ ORDER  -  SECOND
 DV0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0442
 DV0442.The horizontal coordinates were established by classical geodetic methods
 DV0442.and adjusted by the National Geodetic Survey in August 1993.
 DV0442
 DV0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0442.The vertical order pertains to the NGVD 29 superseded value.
 DV0442
 DV0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0442
 DV0442.The geoid height was determined by GEOID03.
 DV0442
 DV0442;                    North         East     Units Scale Factor Converg.
 DV0442;SPC AZ C     -   265,808.417   173,947.345   MT  0.99991914   -0 13 59.6
 DV0442;SPC AZ C     -   872,074.86    570,693.39   iFT  0.99991914   -0 13 59.6
 DV0442;UTM  12      - 3,696,053.039   375,348.734   MT  0.99979157   -0 44 16.3
 DV0442
 DV0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0442!SPC AZ C     -   0.99996037  x   0.99991914  =   0.99987951
 DV0442!UTM  12      -   0.99996037  x   0.99979157  =   0.99975194
 DV0442
 DV0442|---------------------------------------------------------------------|
 DV0442| PID    Reference Object                     Distance      Geod. Az  |
 DV0442|                                                           dddmmss.s |
 DV0442| CH5428 SHOT RM 3                            25.310 METERS 23805     |
 DV0442| DV0443 SHOT RM 1                            25.286 METERS 23811     |
 DV0442| DV0441 SHOT RM 2                            23.641 METERS 29356     |
 DV0442| DV2121 LITCHFIELD PARK NAF BEACON          APPROX. 4.2 KM 3252019.8 |
 DV0442| DV0440 SHOT AZ MK                                         3550749.0 |
 DV0442|---------------------------------------------------------------------|
 DV0442
 DV0442                          SUPERSEDED SURVEY CONTROL
 DV0442
 DV0442  NAD 83(1986)-  33 23 47.59049(N)    112 20 25.26243(W) AD(       ) 2
 DV0442  NAD 27      -  33 23 47.43580(N)    112 20 22.69550(W) AD(       ) 2
 DV0442  NGVD 29 (??/??/92)  282.111  (m)          925.56   (f) ADJ UNCH    2 0
 DV0442
 DV0442.Superseded values are not recommended for survey control.
 DV0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0442.See file dsdata.txt to determine how the superseded data were derived.
 DV0442
 DV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7534996053(NAD 83)
 DV0442_MARKER: DE = TRAVERSE STATION DISK
 DV0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0442_STAMPING: SHOT 1962
 DV0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0442+STABILITY: SURFACE MOTION
 DV0442
 DV0442  HISTORY     - Date     Condition        Report By
 DV0442  HISTORY     - 1962     MONUMENTED       CGS
 DV0442  HISTORY     - 1962     GOOD             CGS
 DV0442  HISTORY     - 1966     GOOD             CGS
 DV0442  HISTORY     - 1972     GOOD             USE
 DV0442  HISTORY     - 1972     GOOD             NGS
 DV0442  HISTORY     - 19960305 MARK NOT FOUND   USPSQD
 DV0442  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV0442
 DV0442                          STATION DESCRIPTION
 DV0442
 DV0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0442'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF AVONDALE,
 DV0442'ABOUT 4 MILES SOUTHWEST OF CASHION AND ON THE EAST SIDE OF A
 DV0442'NORTH AND SOUTH ROAD IN THE ROAD RIGHT-OF-WAY LINE.
 DV0442'
 DV0442'TO REACH THE STATION FROM THE POST OFFICE IN CASHION, GO
 DV0442'WEST ON U.S. HIGHWAY 80 FOR 1.5 MILES TO A SIDE ROAD LEFT
 DV0442'(EL MIRAGE ROAD) TURN LEFT AND GO SOUTH ON EL MIRAGE ROAD
 DV0442'FOR 1.0 MILE TO A CROSSROAD (LOWER BUCKEYE ROAD), TURN RIGHT
 DV0442'ON LOWER BUCKEYE ROAD AND GO WEST AND SOUTHWEST FOR 1.6 MILES
 DV0442'TO THE LAKIN CATTLE CO. ON RIGHT, CONTINUE SOUTH ON BLACKTOP
 DV0442'ROAD FOR 0.7 MILE TO A HOUSE ON THE LEFT AND AZIMUTH MARK
 DV0442'ON THE RIGHT AT A DRIVEWAY, CONTINUE SOUTH FOR 0.15 MILE TO
 DV0442'THE STATION ON THE LEFT SIDE OF ROAD AS DESCRIBED.
 DV0442'
 DV0442'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DV0442'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND STAMPED SHOT
 DV0442'1962.  THE MARK IS 31 FEET EAST OF THE CENTER OF ROAD, 4
 DV0442'FEET NORTH-NORTHWEST OF THE WITNESS POST AND 2 FEET WEST OF
 DV0442'FENCE.
 DV0442'
 DV0442'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0442'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND
 DV0442'STAMPED SHOT NO 1 1962.  THE MARK IS 40 FEET WEST OF THE
 DV0442'CENTER OF ROAD AND 1.3 FEET EAST OF FENCE.
 DV0442'
 DV0442'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DV0442'ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND STAMPED
 DV0442'SHOT NO 2 1962.  THE MARK IS 40 FEET WEST OF THE CENTER
 DV0442'OF ROAD AND 1.3 FEET EAST OF FENCE.
 DV0442'
 DV0442'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 DV0442'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND STAMPED
 DV0442'SHOT 1962.  THE MARK IS 39 FEET WEST OF THE CENTER OF ROAD,
 DV0442'11 FEET NORTH OF THE CENTER OF A DRIVEWAY, 2.2 FEET SOUTH
 DV0442'OF THE WITNESS POST AND 2 FEET NORTHEAST OF A GATE POST.
 DV0442'
 DV0442'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0442
 DV0442                          STATION RECOVERY (1962)
 DV0442
 DV0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0442'5.15 MI SW FROM CASHION.
 DV0442'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST-OFFICE AT
 DV0442'CASHION, THENCE 2.0 MILES SOUTH ALONG SOUTH 115TH AVENUE, THENCE 2.0
 DV0442'MILES WEST ALONG WEST BROADWAY, THENCE 0.75 MILE SOUTH ALONG AN
 DV0442'ASPHALT PAVED ROAD, ABOUT 0.2 MILE SOUTH OF A FARMHOUSE EAST OF THE
 DV0442'ROAD, 30.5 FEET EAST OF THE CENTER OF THE ROAD, 151 FEET SOUTH OF THE
 DV0442'SECOND POWER POLE SOUTH OF THE FARMHOUSE, 2 FEET WEST OF A FENCE, 4.0
 DV0442'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DV0442'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0442
 DV0442                          STATION RECOVERY (1966)
 DV0442
 DV0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DV0442'THE STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH
 DV0442'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 DV0442'MARK NUMBER 1 HAS BEEN DESTROYED.
 DV0442'
 DV0442'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DV0442
 DV0442                          STATION RECOVERY (1972)
 DV0442
 DV0442'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV0442'DESCRIPTION IS ADEQUATE
 DV0442'
 DV0442'SHOT, 1962-GOOD
 DV0442'
 DV0442'SHOT NO 1, 1962-HAS BEEN DISTURBED
 DV0442'
 DV0442'SHOT NO 2, 1962-GOOD
 DV0442
 DV0442                          STATION RECOVERY (1972)
 DV0442
 DV0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DV0442'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DV0442'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 DV0442'MARK 1 HAD BEEN GRADED OUT AND WAS LAYING ON THE SURFACE.  THE
 DV0442'MONUMENT WAS RESET AND STAMPED, SHOT 1962 NO 3 1972 AND
 DV0442'REESTABLISHED.  A WITNESS POST AND SIGN WAS PLACED BY THE
 DV0442'MARK.  THE ROUTE TO THE STATION IS ADEQUATE.
 DV0442'
 DV0442'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV0442'
 DV0442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DV0442'SOUTH OF AVONDALE
 DV0442
 DV0442                          STATION RECOVERY (1996)
 DV0442
 DV0442'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0442'MARK NOT FOUND.
 DV0442
 DV0442                          STATION RECOVERY (2006)
 DV0442
 DV0442'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0440 ***********************************************************************
 DV0440  DESIGNATION -  SHOT AZ MK
 DV0440  PID         -  DV0440
 DV0440  STATE/COUNTY-  AZ/MARICOPA
 DV0440  USGS QUAD   -  TOLLESON (1982)
 DV0440
 DV0440                         *CURRENT SURVEY CONTROL
 DV0440  ___________________________________________________________________
 DV0440* NAD 83(1986)-  33 23 56.     (N)    112 20 26.     (W)     SCALED    
 DV0440* NAVD 88     -       283.86   (+/-2cm)     931.3    (feet)  VERTCON   
 DV0440  ___________________________________________________________________
 DV0440  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0440
 DV0440.The horizontal coordinates were scaled from a topographic map and have
 DV0440.an estimated accuracy of +/- 6 seconds.
 DV0440
 DV0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0440.The vertical order pertains to the NGVD 29 superseded value.
 DV0440
 DV0440.The geoid height was determined by GEOID03.
 DV0440
 DV0440;                    North         East    Units  Estimated Accuracy
 DV0440;SPC AZ C     -   266,070.      173,930.      MT  (+/- 180 meters Scaled)
 DV0440
 DV0440                          SUPERSEDED SURVEY CONTROL
 DV0440
 DV0440  NGVD 29 (??/??/92)  283.206  (m)          929.15   (f) ADJ UNCH    2 0
 DV0440
 DV0440.Superseded values are not recommended for survey control.
 DV0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0440.See file dsdata.txt to determine how the superseded data were derived.
 DV0440
 DV0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB753963(NAD 83)
 DV0440_MARKER: DZ = AZIMUTH MARK DISK
 DV0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0440_STAMPING: SHOT 1962
 DV0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0440+STABILITY: SURFACE MOTION
 DV0440
 DV0440  HISTORY     - Date     Condition        Report By
 DV0440  HISTORY     - 1962     MONUMENTED       CGS
 DV0440  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV0440
 DV0440                          STATION DESCRIPTION
 DV0440
 DV0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0440'4.9 MI SW FROM CASHION.
 DV0440'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST-OFFICE AT
 DV0440'CASHION, THENCE 2.0 MILES SOUTH ALONG SOUTH 115TH AVENUE, THENCE 2.0
 DV0440'MILES WEST ALONG WEST BROADWAY, THENCE 0.5 MILE SOUTH ALONG AN ASPHALT
 DV0440'PAVED ROAD, AT THE JUNCTION OF A DRIVE WEST TO A FARMHOUSE, 39 FEET
 DV0440'WEST OF THE CENTER OF THE ROAD, 8 FEET NORTH OF THE CENTER OF THE
 DV0440'DRIVE, 76 FEET SOUTHWEST OF POWER POLE NO. 72 C- 6-2, 2.3 FEET SOUTH
 DV0440'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DV0440'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0440
 DV0440                          STATION RECOVERY (2006)
 DV0440
 DV0440'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0443 ***********************************************************************
 DV0443  DESIGNATION -  SHOT RM 1
 DV0443  PID         -  DV0443
 DV0443  STATE/COUNTY-  AZ/MARICOPA
 DV0443  USGS QUAD   -  TOLLESON (1982)
 DV0443
 DV0443                         *CURRENT SURVEY CONTROL
 DV0443  ___________________________________________________________________
 DV0443* NAD 83(1986)-  33 23 47.     (N)    112 20 25.     (W)     SCALED    
 DV0443* NAVD 88     -       283.11   (+/-2cm)     928.8    (feet)  VERTCON   
 DV0443  ___________________________________________________________________
 DV0443  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0443
 DV0443.The horizontal coordinates were scaled from a topographic map and have
 DV0443.an estimated accuracy of +/- 6 seconds.
 DV0443
 DV0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0443.The vertical order pertains to the NGVD 29 superseded value.
 DV0443
 DV0443.The geoid height was determined by GEOID03.
 DV0443
 DV0443;                    North         East    Units  Estimated Accuracy
 DV0443;SPC AZ C     -   265,790.      173,950.      MT  (+/- 180 meters Scaled)
 DV0443
 DV0443                          SUPERSEDED SURVEY CONTROL
 DV0443
 DV0443  NGVD 29 (??/??/92)  282.458  (m)          926.70   (f) ADJ UNCH    2 0
 DV0443
 DV0443.Superseded values are not recommended for survey control.
 DV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0443.See file dsdata.txt to determine how the superseded data were derived.
 DV0443
 DV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB753960(NAD 83)
 DV0443_MARKER: DR = REFERENCE MARK DISK
 DV0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0443_STAMPING: SHOT NO 1 1962
 DV0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0443+STABILITY: SURFACE MOTION
 DV0443
 DV0443  HISTORY     - Date     Condition        Report By
 DV0443  HISTORY     - 1962     MONUMENTED       CGS
 DV0443  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV0443
 DV0443                          STATION DESCRIPTION
 DV0443
 DV0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0443'5.15 MI SW FROM CASHION.
 DV0443'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST-OFFICE AT
 DV0443'CASHION, THENCE 2.0 MILES SOUTH ALONG SOUTH 115TH AVENUE, THENCE 2.0
 DV0443'MILES WEST ALONG WEST BROADWAY, THENCE 0.75 MILE SOUTH ALONG AN
 DV0443'ASPHALT PAVED ROAD, ABOUT 0.2 MILE SOUTH OF A FARMHOUSE EAST OF THE
 DV0443'ROAD, 40 FEET WEST OF THE CENTER OF THE ROAD, 200 FEET SOUTHWEST OF
 DV0443'THE SECOND POWER POLE SOUTH OF THE FARMHOUSE, 1.5 FEET EAST OF A
 DV0443'FENCE, 82.9 FEET SOUTHWEST OF TRAVERSE STATION SHOT, 82.7 FEET
 DV0443'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0443'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0443
 DV0443                          STATION RECOVERY (2006)
 DV0443
 DV0443'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0441 ***********************************************************************
 DV0441  DESIGNATION -  SHOT RM 2
 DV0441  PID         -  DV0441
 DV0441  STATE/COUNTY-  AZ/MARICOPA
 DV0441  USGS QUAD   -  TOLLESON (1982)
 DV0441
 DV0441                         *CURRENT SURVEY CONTROL
 DV0441  ___________________________________________________________________
 DV0441* NAD 83(1986)-  33 23 47.     (N)    112 20 25.     (W)     SCALED    
 DV0441* NAVD 88     -       283.11   (+/-2cm)     928.8    (feet)  VERTCON   
 DV0441  ___________________________________________________________________
 DV0441  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0441
 DV0441.The horizontal coordinates were scaled from a topographic map and have
 DV0441.an estimated accuracy of +/- 6 seconds.
 DV0441
 DV0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0441.The vertical order pertains to the NGVD 29 superseded value.
 DV0441
 DV0441.The geoid height was determined by GEOID03.
 DV0441
 DV0441;                    North         East    Units  Estimated Accuracy
 DV0441;SPC AZ C     -   265,790.      173,950.      MT  (+/- 180 meters Scaled)
 DV0441
 DV0441                          SUPERSEDED SURVEY CONTROL
 DV0441
 DV0441  NGVD 29 (??/??/92)  282.455  (m)          926.69   (f) ADJ UNCH    2 0
 DV0441
 DV0441.Superseded values are not recommended for survey control.
 DV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0441.See file dsdata.txt to determine how the superseded data were derived.
 DV0441
 DV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB753960(NAD 83)
 DV0441_MARKER: DR = REFERENCE MARK DISK
 DV0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0441_STAMPING: SHOT NO 2 1962
 DV0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0441+STABILITY: SURFACE MOTION
 DV0441
 DV0441  HISTORY     - Date     Condition        Report By
 DV0441  HISTORY     - 1962     MONUMENTED       CGS
 DV0441  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV0441
 DV0441                          STATION DESCRIPTION
 DV0441
 DV0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0441'5.15 MI SW FROM CASHION.
 DV0441'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST-OFFICE AT
 DV0441'CASHION, THENCE 2.0 MILES SOUTH ALONG SOUTH 115TH AVENUE, THENCE 2.0
 DV0441'MILES WEST ALONG WEST BROADWAY, THENCE 0.75 MILE SOUTH ALONG AN
 DV0441'ASPHALT PAVED ROAD, ABOUT 0.2 MILE SOUTH OF A FARMHOUSE EAST OF THE
 DV0441'ROAD, 40 FEET WEST OF THE CENTER OF THE ROAD, 140 FEET SOUTHWEST OF
 DV0441'THE SECOND POWER POLE SOUTH OF THE FARMHOUSE, 1 FOOT EAST OF A FENCE,
 DV0441'77.5 FEET NORTHWEST OF TRAVERSE STATION SHOT, 80.7 FEET NORTHWEST OF A
 DV0441'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DV0441'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0441
 DV0441                          STATION RECOVERY (2006)
 DV0441
 DV0441'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0172 ***********************************************************************
 ES0172  DESIGNATION -  SHOW LOW
 ES0172  PID         -  ES0172
 ES0172  STATE/COUNTY-  AZ/NAVAJO
 ES0172  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0172
 ES0172                         *CURRENT SURVEY CONTROL
 ES0172  ___________________________________________________________________
 ES0172* NAD 83(1992)-  34 15 46.16192(N)    110 00 09.83716(W)     ADJUSTED  
 ES0172* NAVD 88     -      1954.362  (meters)    6411.94   (feet)  ADJUSTED  
 ES0172  ___________________________________________________________________
 ES0172  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 ES0172  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ES0172  DYNAMIC HT  -        1951.454 (meters)    6402.40  (feet)  COMP
 ES0172  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 ES0172
 ES0172  HORZ ORDER  -  THIRD
 ES0172  VERT ORDER  -  SECOND    CLASS 0
 ES0172
 ES0172.The horizontal coordinates were established by classical geodetic methods
 ES0172.and adjusted by the National Geodetic Survey in August 1993.
 ES0172
 ES0172.The orthometric height was determined by differential leveling
 ES0172.and adjusted in June 1991.
 ES0172
 ES0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0172
 ES0172.The geoid height was determined by GEOID03.
 ES0172
 ES0172.The dynamic height is computed by dividing the NAVD 88
 ES0172.geopotential number by the normal gravity value computed on the
 ES0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0172.degrees latitude (g = 980.6199 gals.).
 ES0172
 ES0172.The modeled gravity was interpolated from observed gravity values.
 ES0172
 ES0172;                    North         East     Units Scale Factor Converg.
 ES0172;SPC AZ E     -   361,816.645   228,456.714   MT  0.99990281   +0 05 32.3
 ES0172;SPC AZ E     - 1,187,062.48    749,529.90   iFT  0.99990281   +0 05 32.3
 ES0172;UTM  12      - 3,791,747.739   591,812.595   MT  0.99970391   +0 33 41.4
 ES0172
 ES0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0172!SPC AZ E     -   0.99969702  x   0.99990281  =   0.99959986
 ES0172!UTM  12      -   0.99969702  x   0.99970391  =   0.99940102
 ES0172
 ES0172|---------------------------------------------------------------------|
 ES0172| PID    Reference Object                     Distance      Geod. Az  |
 ES0172|                                                           dddmmss.s |
 ES0172| ES0174 SHOW LOW RM 2                        17.148 METERS 01749     |
 ES0172| ES0173 SHOW LOW RM 1                         8.997 METERS 10448     |
 ES0172| ER0537 WEST                                APPROX. 2.9 KM 1070529.4 |
 ES0172| CD3640 HIGHWAY 60 STA 336+00 6228.60                      1854358.4 |
 ES0172|---------------------------------------------------------------------|
 ES0172
 ES0172                          SUPERSEDED SURVEY CONTROL
 ES0172
 ES0172  NAD 83(1986)-  34 15 46.15936(N)    110 00 09.84501(W) AD(       ) 3
 ES0172  NAD 27      -  34 15 46.00920(N)    110 00 07.44320(W) AD(       ) 3
 ES0172  NGVD 29 (??/??/92) 1953.435  (m)         6408.89   (f) ADJ UNCH    2 0
 ES0172
 ES0172.Superseded values are not recommended for survey control.
 ES0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0172.See file dsdata.txt to determine how the superseded data were derived.
 ES0172
 ES0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9181391748(NAD 83)
 ES0172_MARKER: DS = TRIANGULATION STATION DISK
 ES0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0172_STAMPING: SHOW LOW 1958
 ES0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0172+STABILITY: SURFACE MOTION
 ES0172
 ES0172  HISTORY     - Date     Condition        Report By
 ES0172  HISTORY     - 1958     MONUMENTED       CGS
 ES0172  HISTORY     - 1960     GOOD             USGS
 ES0172  HISTORY     - 1960     GOOD             NGS
 ES0172  HISTORY     - 1967     GOOD             CGS
 ES0172  HISTORY     - 1968     SEE DESCRIPTION  AZHD
 ES0172  HISTORY     - 1970     MARK NOT FOUND   USGS
 ES0172  HISTORY     - 1971     SEE DESCRIPTION  NGS
 ES0172  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0172  HISTORY     - 19960227 MARK NOT FOUND   CHANCE
 ES0172
 ES0172                          STATION DESCRIPTION
 ES0172
 ES0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 ES0172'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST OF THE
 ES0172'BUSINESS CENTER OF SHOW LOW, 0.2 MILE NORTH OF U.S. HIGHWAY 60
 ES0172'AND ON THE PROPERTY OF THE SHOW LOW AIRPORT.  IT IS 152 FEET
 ES0172'NORTHEAST OF THE NORTHEAST CORNER OF THE AIRPORT HANGAR, 16 FEET
 ES0172'EAST OF THE CENTER OF A TRACK ROAD AND 5 FEET SOUTH OF A WITNESS
 ES0172'POST.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 ES0172'GROUND AND IS STAMPED SHOW LOW 1958.
 ES0172'
 ES0172'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE CENTER OF A TRACK ROAD
 ES0172'AND 29 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ES0172'REFERENCE DISK CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION.
 ES0172'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 ES0172'IS STAMPED SHOW LOW NO 1 1958.
 ES0172'
 ES0172'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF A WITNESS POST AND 35
 ES0172'FEET EAST OF THE CENTER OF A TRACK ROAD.  IT IS A STANDARD
 ES0172'REFERENCE DISK CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE SLAB.
 ES0172'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 ES0172'STAMPED SHOW LOW NO 2 1958.
 ES0172'
 ES0172'THE AZIMUTH MARK IS 93 FEET EAST OF THE SHOW LOW AIRPORT ENTRANCE
 ES0172'SIGN, 66 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 60 AND 2 FEET
 ES0172'NORTH OF A WITNESS POST.  IT IS A U.S. DEPARTMENT OF AGRICULTURE
 ES0172'BUREAU OF PUBLIC ROADS MARK, WHICH IS A 2-INCH GALVANIZED PIPE
 ES0172'WITH A BRONZE CAP SCREWED TO THE TOP.  THE MARK PROJECTS 12
 ES0172'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED 33600
 ES0172'622860 1935.
 ES0172'
 ES0172'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 ES0172'173 ONE BLOCK NORTH OF THE POST OFFICE IN SHOW LOW, GO EAST ON
 ES0172'U.S. HIGHWAY 60 FOR 0.6 MILE TO THE JUNCTION WITH STATE HIGHWAY
 ES0172'77, KEEP RIGHT STRAIGHT AHEAD ON U.S. HIGHWAY 60 FOR 0.95 MILE
 ES0172'TO A SIDE ROAD LEFT AND SIGN SHOW LOW AIRPORT AND AZIMUTH MARK
 ES0172'ON THE RIGHT AS DESCRIBED, TURN LEFT AND GO NORTH FOR 0.2 MILE
 ES0172'TO AIRPORT HANGER AND STATION AS DESCRIBED.
 ES0172'
 ES0172'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 ES0172
 ES0172                          STATION RECOVERY (1960)
 ES0172
 ES0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0172'RECOVERED IN GOOD CONDITION.
 ES0172
 ES0172                          STATION RECOVERY (1960)
 ES0172
 ES0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ES0172'1.85 MI E FROM SHOW LOW.
 ES0172'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0172'SHOW LOW, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 60, THENCE 0.25
 ES0172'MILE NORTH ALONG ACCESS ROAD TO THE SHOW LOW AIRPORT, AT THE AIRPORT,
 ES0172'IN SECTION 15, R 22 E, T 10 N, 152 FEET NORTHEAST OF THE NORTH CORNER
 ES0172'OF THE HANGAR, 21 FEET SOUTHWEST OF WEST CORNER OF A CONCRETE
 ES0172'FOUNDATION FOR A HANGAR, AND IN THE TOP OF A CONCRETE POST PROJECTING
 ES0172'4 INCHES.
 ES0172
 ES0172                          STATION RECOVERY (1967)
 ES0172
 ES0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES0172'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NOS. 1 AND 2
 ES0172'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ES0172'
 ES0172'THE ORIGINAL DESCRIPTION OF THE STATION IS COMPLETELY ADEQUATE.
 ES0172'
 ES0172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE AND ONE
 ES0172'HALF MILES FROM DOWNTOWN SHOW LOW (EAST-NORTHEAST)
 ES0172
 ES0172                          STATION RECOVERY (1968)
 ES0172
 ES0172'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 ES0172'GENERAL LOCATION SHOW LOW AIRPORT
 ES0172'
 ES0172'TO REACH THE DESCRIPTION IS ADEQUATE
 ES0172'
 ES0172'STATION MARK THE STATION MARK IS GONE.  THE CONCRETE POST
 ES0172'WITH THE PRONG HOLE STILL EXISTS.
 ES0172'
 ES0172'REFERENCE MARKS THE TWO REFERENCE MARKS WERE RECOVERED
 ES0172'IN GOOD CONDITION
 ES0172'
 ES0172'AZIMUTH MARK AZIMUTH MARK RECOVERED IN GOOD CONDITION
 ES0172
 ES0172                          STATION RECOVERY (1970)
 ES0172
 ES0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (BKC)
 ES0172'A NEW TIEDOWN AREA WAS BUILT AT THE SHOW LOW AIRPORT AND I WAS
 ES0172'INFORMED BY ONE OF THE AIRPORT OFFICIALS THAT THE MARKS WERE
 ES0172'COVERED BY THE BLACKTOP.  A SEARCH WAS MADE OF THE AREA AND THE
 ES0172'STATION DOES FALL IN THE AREA COVERED WITH NEW BLACKTOP.  WE
 ES0172'HAD NO DEFINATE NEED FOR THE STATION AT THIS TIME SO NO ATTEMPT
 ES0172'WAS MADE TO RECOVER IT.
 ES0172
 ES0172                          STATION RECOVERY (1971)
 ES0172
 ES0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ES0172'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 ES0172'STATION MARK AND REFERENCE MARKS 1 AND 2 ARE REPORTED BURIED IN
 ES0172'PLACE IN THE TIE DOWN AREA OF THE AIRPORT.  THE STATION IS
 ES0172'CONSIDERED RECOVERABLE.  AT TIME OF VISIT THE APPROX. POSITION
 ES0172'OF STATION WAS UNDER THE WING OF AN AIRPLANE AND THE METAL
 ES0172'DETECTOR USED WAS HAMPERED BY INTERFERENCE FROM THE AIRCRAFT.
 ES0172'
 ES0172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHOW LOW
 ES0172'AIRPORT
 ES0172
 ES0172                          STATION RECOVERY (1983)
 ES0172
 ES0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0172'MARK NOT FOUND.
 ES0172
 ES0172                          STATION RECOVERY (1996)
 ES0172
 ES0172'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 ES0172'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 ES0172'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0830 ***********************************************************************
 ES0830  DESIGNATION -  SHOW LOW 2
 ES0830  PID         -  ES0830
 ES0830  STATE/COUNTY-  AZ/NAVAJO
 ES0830  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0830
 ES0830                         *CURRENT SURVEY CONTROL
 ES0830  ___________________________________________________________________
 ES0830* NAD 83(2007)-  34 15 38.68462(N)    110 00 11.91186(W)     ADJUSTED  
 ES0830* NAVD 88     -      1956.526  (meters)    6419.04   (feet)  ADJUSTED  
 ES0830  ___________________________________________________________________
 ES0830  EPOCH DATE  -        2007.00
 ES0830  X           -  -1,805,683.429 (meters)                     COMP
 ES0830  Y           -  -4,960,183.148 (meters)                     COMP
 ES0830  Z           -   3,571,476.135 (meters)                     COMP
 ES0830  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 ES0830  ELLIP HEIGHT-        1932.776 (meters)          (02/10/07) ADJUSTED
 ES0830  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0830  DYNAMIC HT  -        1953.614 (meters)    6409.48  (feet)  COMP
 ES0830
 ES0830  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0830  Type    PID    Designation                      North   East  Ellip
 ES0830  -------------------------------------------------------------------
 ES0830  NETWORK ES0830 SHOW LOW 2                        0.49   0.39   1.25
 ES0830  -------------------------------------------------------------------
 ES0830  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 ES0830
 ES0830  VERT ORDER  -  FIRST     CLASS II
 ES0830
 ES0830.The horizontal coordinates were established by GPS observations
 ES0830.and adjusted by the National Geodetic Survey in February 2007.
 ES0830
 ES0830.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0830.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0830.The horizontal coordinates are valid at the epoch date displayed above.
 ES0830.The epoch date for horizontal control is a decimal equivalence
 ES0830.of Year/Month/Day.
 ES0830
 ES0830.The orthometric height was determined by differential leveling
 ES0830.and adjusted in June 1991.
 ES0830
 ES0830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0830
 ES0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0830
 ES0830.The ellipsoidal height was determined by GPS observations
 ES0830.and is referenced to NAD 83.
 ES0830
 ES0830.The geoid height was determined by GEOID03.
 ES0830
 ES0830.The dynamic height is computed by dividing the NAVD 88
 ES0830.geopotential number by the normal gravity value computed on the
 ES0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0830.degrees latitude (g = 980.6199 gals.).
 ES0830
 ES0830.The modeled gravity was interpolated from observed gravity values.
 ES0830
 ES0830;                    North         East     Units Scale Factor Converg.
 ES0830;SPC AZ E     -   361,586.184   228,404.011   MT  0.99990279   +0 05 31.1
 ES0830;SPC AZ E     - 1,186,306.38    749,356.99   iFT  0.99990279   +0 05 31.1
 ES0830;UTM  12      - 3,791,516.900   591,761.792   MT  0.99970379   +0 33 40.1
 ES0830
 ES0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0830!SPC AZ E     -   0.99969669  x   0.99990279  =   0.99959950
 ES0830!UTM  12      -   0.99969669  x   0.99970379  =   0.99940057
 ES0830
 ES0830|---------------------------------------------------------------------|
 ES0830| PID    Reference Object                     Distance      Geod. Az  |
 ES0830|                                                           dddmmss.s |
 ES0830| DZ1193 SHOW LOW 2 RM 1                      12.114 METERS 07918     |
 ES0830| ER0428 WEST 2                              APPROX. 3.8 KM 0844439.5 |
 ES0830| DZ1192 SHOW LOW 2 RM 2                      12.947 METERS 16854     |
 ES0830|---------------------------------------------------------------------|
 ES0830
 ES0830                          SUPERSEDED SURVEY CONTROL
 ES0830
 ES0830  ELLIP H (01/12/01) 1932.791  (m)                       GP(       ) 4 1
 ES0830  NAD 83(1992)-  34 15 38.68456(N)    110 00 11.91150(W) AD(       ) 1
 ES0830  ELLIP H (03/14/97) 1932.828  (m)                       GP(       ) 3 1
 ES0830  NAD 83(1992)-  34 15 38.68332(N)    110 00 11.91303(W) AD(       ) 2
 ES0830  NAD 83(1986)-  34 15 38.68042(N)    110 00 11.91968(W) AD(       ) 2
 ES0830  NAVD 88 (03/14/97) 1956.53   (m)         6419.0    (f) LEVELING    3  
 ES0830  NGVD 29 (03/22/89) 1955.69   (m)         6416.3    (f) LEVELING    3  
 ES0830
 ES0830.Superseded values are not recommended for survey control.
 ES0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0830.See file dsdata.txt to determine how the superseded data were derived.
 ES0830
 ES0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9176291517(NAD 83)
 ES0830_MARKER: DD = SURVEY DISK
 ES0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0830_SP_SET: CONCRETE POST
 ES0830_STAMPING: SHOW LOW 2 ASA 1160 1981
 ES0830_MARK LOGO: AZDT  
 ES0830_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0830+STABILITY: SURFACE MOTION
 ES0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0830+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 ES0830
 ES0830  HISTORY     - Date     Condition        Report By
 ES0830  HISTORY     - 1981     MONUMENTED       AZDT
 ES0830  HISTORY     - 1983     GOOD             NGS
 ES0830  HISTORY     - 19860615 GOOD             NGS
 ES0830  HISTORY     - 19951209 GOOD             CHANCE
 ES0830  HISTORY     - 20060712 GOOD             NGS
 ES0830
 ES0830                          STATION DESCRIPTION
 ES0830
 ES0830'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0830'THE STATION IS LOCATED 2 MILES NORTHEAST OF SHOWLOW AT THE SHOW LOW
 ES0830'AIRPORT.
 ES0830'
 ES0830'THE STATION MARK IS AN ADOT DISK STAMPED---SHOW LOW 2 1981---.  IT IS
 ES0830'IN TOP OF A CONCRETE MONUMENT.  223 FEET NORTH OF THE RIGHT OF WAY
 ES0830'FENCELINE, 55 FEET SOUTHWEST OF A POWER POLE AND 4 FEET EAST OF THE
 ES0830'WITNESS POST.
 ES0830'
 ES0830'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---SHOW LOW 2 RM 1 1981---.  I
 ES0830'SET IN TOP OF A CONCRETE MONUMENT.
 ES0830'
 ES0830'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---SHOW LOW 2 RM 1 1981---.  I
 ES0830'SET IN TOP OF A CONCRETE MONUMENT.
 ES0830'
 ES0830'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, TRAVEL EAST ON
 ES0830'US HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION WITH STATE ROUTE 77.
 ES0830'CONTINUE EAST ALONG US 60 FOR 1.0 MILE TO THE AIRPORT TURN OFF ON THE
 ES0830'LEFT.  TURN LEFT CROSSING A CATTLE GUARD FOR ABOUT 175 FEET TO THE
 ES0830'STATION ON THE LEFT 100 FEET EAST OF THE AIRPORT ROAD.
 ES0830
 ES0830                          STATION RECOVERY (1983)
 ES0830
 ES0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0830'2.8 KM (1.7 MI) EAST FROM SHOW LOW.
 ES0830'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 ES0830'SHOW LOW, THENCE 2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 60, THENCE
 ES0830'0.2 KM (0.1 MI) NORTH ALONG A PAVED ROAD LEADING TO THE SHOW LOW
 ES0830'MUNICIPAL AIRPORT, 30.6 METERS (100.4 FT) EAST OF THE CENTER OF THE
 ES0830'ROAD AND 16.7 METERS (54.8 FT) SOUTHWEST OF A UTILITY POLE NUMBER 1
 ES0830'69-3.
 ES0830'THE MARK IS 1.2 METERS  ESE FROM A WITNESS POST.
 ES0830'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0830
 ES0830                          STATION RECOVERY (1986)
 ES0830
 ES0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 ES0830'STATION IS LOCATED SOUTH OF THE SOUTH RAMP, EAST OF ARMY NATIONAL
 ES0830'GUARD ARMORY WEST OF A FENCED-IN VEHICLE STORAGE AREA, AND JUST EAST
 ES0830'OF A GRAVEL ROAD.  IT IS 63.6 FT (19.4 M) E OF THE SE CORNER OF A
 ES0830'CONCRETE PAD FOR A PROPANE TANK, 51.0 FT (15.5 M) S OF POWER POLE NTP
 ES0830'5227 65K 27.2 FT (8.3 M) W OF A FENCE CORNER, 7.7 FT (2.3 M) W OF A
 ES0830'WATER VALVE VAULT, AND 3.2 FT (1.0 M) E OF A WITNESS SIGN.  AN ARIZONA
 ES0830'DEPARTMENT OF TRANSPORTATION DISK SET IN THE TOP OF A CIRCULAR
 ES0830'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND, STAMPED, SHOW LOW 2 ASA
 ES0830'1160 1981.
 ES0830
 ES0830                          STATION RECOVERY (1995)
 ES0830
 ES0830'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 ES0830'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 ES0830'THE STATION IS LOCATED APPROXIMATELY 3.2 KM (2.00 MI) NORTHEAST OF THE
 ES0830'CITY OF SHOW LOW AT THE SHOW LOW MUNICIPAL AIRPORT.  OWNERSHIP -- CITY
 ES0830'OF SHOW LOW, DARRELL PURCELL - AIRPORT MANAGER, PHONE (520) 537-5629
 ES0830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 NORTH AND
 ES0830'US HIGHWAY 60 EAST-NORTHEAST OF SHOW LOW, PROCEED EAST-NORTHEAST ON US
 ES0830'HIGHWAY 60 FOR 1.1 KM (0.70 MI) TO AIRPORT ROAD ON THE LEFT. CONTINUE
 ES0830'ON US HIGHWAY 60 FOR ANOTHER 0.4 KM (0.25 MI) TO THE ARMY NATIONAL
 ES0830'GUARD ARMORY COMPOUND ON THE LEFT.  TURN LEFT AND GO THROUGH LOCKED
 ES0830'GATE TO THE STATION ON THE RIGHT.  NOTE -- CONTACT CITY OF SHOW LOW
 ES0830'FOR KEY TO GATE THE STATION IS A SURVEY DISK SET IN THE TOP OF A ROUND
 ES0830'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE STATION IS
 ES0830'LOCATED 22.5 M (73.8 FT) SOUTHWEST OF SOUTHWEST CORNER OF MAINTENANCE
 ES0830'BUILDING, 19.1 M (62.7 FT) NORTHEAST OF NORTHEAST CORNER OF CONCRETE
 ES0830'PAD, 15.5 M (50.9 FT) SOUTH-SOUTHWEST OF UTILITY POLE NTP 5227, 2.3 M
 ES0830'(7.5 FT) WEST-SOUTHWEST OF WATER VALVE BOX, AND 1.0 M (3.3 FT)
 ES0830'SOUTHWEST OF SURVEY WITNESS POST
 ES0830
 ES0830                          STATION RECOVERY (2006)
 ES0830
 ES0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 ES0830'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1129 ***********************************************************************
 ES1129  DESIGNATION -  SHOW LOW AIR
 ES1129  PID         -  ES1129
 ES1129  STATE/COUNTY-  AZ/NAVAJO
 ES1129  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES1129
 ES1129                         *CURRENT SURVEY CONTROL
 ES1129  ___________________________________________________________________
 ES1129* NAD 83(1992)-  34 16 00.22680(N)    110 00 24.70327(W)     ADJUSTED  
 ES1129* NAVD 88     -      1952.2    (meters)    6405.     (feet)  VERTCON   
 ES1129  ___________________________________________________________________
 ES1129  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 ES1129  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES1129  HORZ ORDER  -  SECOND
 ES1129
 ES1129.This mark is at Show Low Municipal Airport (SOW)
 ES1129
 ES1129.The horizontal coordinates were established by classical geodetic methods
 ES1129.and adjusted by the National Geodetic Survey in August 1993.
 ES1129
 ES1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1129
 ES1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1129
 ES1129.The geoid height was determined by GEOID03.
 ES1129
 ES1129;                    North         East     Units Scale Factor Converg.
 ES1129;SPC AZ E     -   362,249.380   228,075.749   MT  0.99990267   +0 05 23.9
 ES1129;SPC AZ E     - 1,188,482.22    748,280.02   iFT  0.99990267   +0 05 23.9
 ES1129;UTM  12      - 3,792,177.254   591,428.176   MT  0.99970304   +0 33 33.2
 ES1129
 ES1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1129!SPC AZ E     -   0.99969736  x   0.99990267  =   0.99960006
 ES1129!UTM  12      -   0.99969736  x   0.99970304  =   0.99940049
 ES1129
 ES1129:                Primary Azimuth Mark                     Grid Az
 ES1129:SPC AZ E     -  JUNCTION                                 251 18 18.4
 ES1129:UTM  12      -  JUNCTION                                 250 50 09.1
 ES1129
 ES1129|---------------------------------------------------------------------|
 ES1129| PID    Reference Object                     Distance      Geod. Az  |
 ES1129|                                                           dddmmss.s |
 ES1129| ES0838 JUNCTION                            APPROX. 1.4 KM 2512342.3 |
 ES1129|---------------------------------------------------------------------|
 ES1129
 ES1129                          SUPERSEDED SURVEY CONTROL
 ES1129
 ES1129  NAD 83(1986)-  34 16 00.22376(N)    110 00 24.70957(W) AD(       ) 2
 ES1129  NGVD 29 (03/22/89) 1951.3    (m)         6402.     (f) VERT ANG    3  
 ES1129
 ES1129.Superseded values are not recommended for survey control.
 ES1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1129.See file dsdata.txt to determine how the superseded data were derived.
 ES1129
 ES1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9142892177(NAD 83)
 ES1129_MARKER: DH = HORIZONTAL CONTROL DISK
 ES1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1129_STAMPING: SHOW LOW AIR 1986
 ES1129_MARK LOGO: NGS   
 ES1129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1129+STABILITY: SURFACE MOTION
 ES1129
 ES1129  HISTORY     - Date     Condition        Report By
 ES1129  HISTORY     - 1986     MONUMENTED       NGS
 ES1129  HISTORY     - 19860615 GOOD             NGS
 ES1129  HISTORY     - 19960521 MARK NOT FOUND   CHANCE
 ES1129
 ES1129                          STATION DESCRIPTION
 ES1129
 ES1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 ES1129'STATION IS LOCATED IN THE NORTH SECTION OF THE FIELD NORTH OF THE
 ES1129'MIDSECTION OF RUNWAY 6/24 AND EAST OF ACCESS ROAD TO THE NDB SITE. IT
 ES1129'IS 197.0 FT (60.0 M) NE OF THE 2ND RUNWAY LIGHT W OF THE INTERSECTION
 ES1129'OF THE MIDFIELD TAXIWAY AND RUNWAY, 127.8 FT (39.0 M) PERPENDICULAR OF
 ES1129'A PK NAIL AND ALUMINUM WASHER STAMPED NOS 90 IN THE SIDE STRIPE OF THE
 ES1129'RUNWAY, 125.0 FT (38.1 M) NW OF THE 1ST RUNWAY LIGHT W OF INTERSECTION
 ES1129'AND 1.2 FT (0.4 M) E OF A WITNESS SIGN.  A NGS HORIZONTAL CONTROL MARK
 ES1129'DISK SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT FLUSH WITH THE
 ES1129'GROUND IT IS STAMPED SHOW LOW AIR 1986.
 ES1129
 ES1129                          STATION RECOVERY (1996)
 ES1129
 ES1129'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 ES1129'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 ES1129'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1069 ***********************************************************************
 ES1069  DESIGNATION -  SHOW LOW RAD STA KVWM MAST
 ES1069  PID         -  ES1069
 ES1069  STATE/COUNTY-  AZ/NAVAJO
 ES1069  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES1069
 ES1069                         *CURRENT SURVEY CONTROL
 ES1069  ___________________________________________________________________
 ES1069* NAD 83(1992)-  34 13 14.42688(N)    110 01 51.88368(W)     ADJUSTED  
 ES1069* NAVD 88     -              **(meters)            **(feet)            
 ES1069  ___________________________________________________________________
 ES1069  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 ES1069  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES1069  HORZ ORDER  -  THIRD
 ES1069
 ES1069.The horizontal coordinates were established by classical geodetic methods
 ES1069.and adjusted by the National Geodetic Survey in August 1993.
 ES1069
 ES1069
 ES1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1069
 ES1069.The geoid height was determined by GEOID03.
 ES1069
 ES1069;                    North         East     Units Scale Factor Converg.
 ES1069;SPC AZ E     -   357,137.857   225,852.527   MT  0.99990192   +0 04 34.5
 ES1069;SPC AZ E     - 1,171,712.13    740,985.98   iFT  0.99990192   +0 04 34.5
 ES1069;UTM  12      - 3,787,048.739   589,247.305   MT  0.99969818   +0 32 41.8
 ES1069
 ES1069                          SUPERSEDED SURVEY CONTROL
 ES1069
 ES1069  NAD 83(1986)-  34 13 14.42317(N)    110 01 51.89469(W) AD(       ) 4
 ES1069  NAD 27      -  34 13 14.27100(N)    110 01 49.49400(W) AD(       ) 3
 ES1069
 ES1069.Superseded values are not recommended for survey control.
 ES1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1069.See file dsdata.txt to determine how the superseded data were derived.
 ES1069
 ES1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8924787049(NAD 83)
 ES1069_MARKER: 42 = RADIO/TV MAST
 ES1069
 ES1069  HISTORY     - Date     Condition        Report By
 ES1069  HISTORY     - 1958     FIRST OBSERVED   CGS
 ES1069
 ES1069                          STATION DESCRIPTION
 ES1069
 ES1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1069'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF SHOW LOW.
 ES1069'THE MAST IS ABOUT 227 FEET IN OVER ALL HEIGHT, COLORED RED AND
 ES1069'WHITE AND THE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 ES1069'
 ES1069'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO
 ES1069'SOUTH ON STATE HIGHWAY NO. 173 FOR 2.1 MILES TO A SIDE ROAD ON
 ES1069'THE RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE STATIONS
 ES1069'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0173 ***********************************************************************
 ES0173  DESIGNATION -  SHOW LOW RM 1
 ES0173  PID         -  ES0173
 ES0173  STATE/COUNTY-  AZ/NAVAJO
 ES0173  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0173
 ES0173                         *CURRENT SURVEY CONTROL
 ES0173  ___________________________________________________________________
 ES0173* NAD 83(1986)-  34 15 46.     (N)    110 00 11.     (W)     SCALED    
 ES0173* NAVD 88     -      1954.474  (meters)    6412.30   (feet)  ADJUSTED  
 ES0173  ___________________________________________________________________
 ES0173  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ES0173  DYNAMIC HT  -        1951.565 (meters)    6402.76  (feet)  COMP
 ES0173  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 ES0173
 ES0173  VERT ORDER  -  SECOND    CLASS 0
 ES0173
 ES0173.The horizontal coordinates were scaled from a topographic map and have
 ES0173.an estimated accuracy of +/- 6 seconds.
 ES0173
 ES0173.The orthometric height was determined by differential leveling
 ES0173.and adjusted in June 1991.
 ES0173
 ES0173.The geoid height was determined by GEOID03.
 ES0173
 ES0173.The dynamic height is computed by dividing the NAVD 88
 ES0173.geopotential number by the normal gravity value computed on the
 ES0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0173.degrees latitude (g = 980.6199 gals.).
 ES0173
 ES0173.The modeled gravity was interpolated from observed gravity values.
 ES0173
 ES0173;                    North         East    Units  Estimated Accuracy
 ES0173;SPC AZ E     -   361,810.      228,430.      MT  (+/- 180 meters Scaled)
 ES0173
 ES0173                          SUPERSEDED SURVEY CONTROL
 ES0173
 ES0173  NGVD 29 (??/??/92) 1953.546  (m)         6409.26   (f) ADJ UNCH    2 0
 ES0173
 ES0173.Superseded values are not recommended for survey control.
 ES0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0173.See file dsdata.txt to determine how the superseded data were derived.
 ES0173
 ES0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC917917(NAD 83)
 ES0173_MARKER: DR = REFERENCE MARK DISK
 ES0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0173_SP_SET: FOUNDATION
 ES0173_STAMPING: SHOW LOW NO 1 1958
 ES0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0173
 ES0173  HISTORY     - Date     Condition        Report By
 ES0173  HISTORY     - 1958     MONUMENTED       CGS
 ES0173  HISTORY     - 1960     GOOD             NGS
 ES0173  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0173  HISTORY     - 19960227 MARK NOT FOUND   CHANCE
 ES0173
 ES0173                          STATION DESCRIPTION
 ES0173
 ES0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0173'1.85 MI E FROM SHOW LOW.
 ES0173'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0173'SHOW LOW, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 60, THENCE 0.25
 ES0173'MILE NORTH ALONG ACCESS ROAD TO THE SHOW LOW AIRPORT, AT THE AIRPORT,
 ES0173'IN SECTION 15, R 22 E, T 10 N, SET IN THE TOP OF A CONCRETE
 ES0173'FOUNDATION, 176 FEET NORTHEAST OF THE NORTH CORNER OF THE HANGAR, 29.4
 ES0173'FEET EAST OF TRIANGULATION MARK SHOW LOW 1958, AND ABOUT 4 INCHES
 ES0173'ABOVE THE GROUND.
 ES0173
 ES0173                          STATION RECOVERY (1983)
 ES0173
 ES0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0173'MARK NOT FOUND.
 ES0173
 ES0173                          STATION RECOVERY (1996)
 ES0173
 ES0173'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 ES0173'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 ES0173'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0174 ***********************************************************************
 ES0174  DESIGNATION -  SHOW LOW RM 2
 ES0174  PID         -  ES0174
 ES0174  STATE/COUNTY-  AZ/NAVAJO
 ES0174  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0174
 ES0174                         *CURRENT SURVEY CONTROL
 ES0174  ___________________________________________________________________
 ES0174* NAD 83(1986)-  34 15 46.     (N)    110 00 11.     (W)     SCALED    
 ES0174* NAVD 88     -      1954.229  (meters)    6411.50   (feet)  ADJUSTED  
 ES0174  ___________________________________________________________________
 ES0174  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ES0174  DYNAMIC HT  -        1951.320 (meters)    6401.96  (feet)  COMP
 ES0174  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 ES0174
 ES0174  VERT ORDER  -  SECOND    CLASS 0
 ES0174
 ES0174.The horizontal coordinates were scaled from a topographic map and have
 ES0174.an estimated accuracy of +/- 6 seconds.
 ES0174
 ES0174.The orthometric height was determined by differential leveling
 ES0174.and adjusted in June 1991.
 ES0174
 ES0174.The geoid height was determined by GEOID03.
 ES0174
 ES0174.The dynamic height is computed by dividing the NAVD 88
 ES0174.geopotential number by the normal gravity value computed on the
 ES0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0174.degrees latitude (g = 980.6199 gals.).
 ES0174
 ES0174.The modeled gravity was interpolated from observed gravity values.
 ES0174
 ES0174;                    North         East    Units  Estimated Accuracy
 ES0174;SPC AZ E     -   361,810.      228,430.      MT  (+/- 180 meters Scaled)
 ES0174
 ES0174                          SUPERSEDED SURVEY CONTROL
 ES0174
 ES0174  NGVD 29 (??/??/92) 1953.301  (m)         6408.45   (f) ADJ UNCH    2 0
 ES0174
 ES0174.Superseded values are not recommended for survey control.
 ES0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0174.See file dsdata.txt to determine how the superseded data were derived.
 ES0174
 ES0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC917917(NAD 83)
 ES0174_MARKER: DR = REFERENCE MARK DISK
 ES0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0174_SP_SET: APRON
 ES0174_STAMPING: SHOW LOW NO 2 1958
 ES0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0174
 ES0174  HISTORY     - Date     Condition        Report By
 ES0174  HISTORY     - 1958     MONUMENTED       CGS
 ES0174  HISTORY     - 1960     GOOD             NGS
 ES0174  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0174  HISTORY     - 19960227 MARK NOT FOUND   CHANCE
 ES0174
 ES0174                          STATION DESCRIPTION
 ES0174
 ES0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0174'1.85 MI E FROM SHOW LOW.
 ES0174'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0174'SHOW LOW, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 60, THENCE 0.25
 ES0174'MILE NORTH ALONG ACCESS ROAD TO THE SHOW LOW AIRPORT, AT THE AIRPORT,
 ES0174'IN SECTION 15, R 22 E, T 10 N, SET IN THE TOP OF A CONCRETE APRON, 195
 ES0174'FEET NORTHEAST OF THE NORTH CORNER OF THE HANGAR, 56.4 FEET NORTH OF
 ES0174'TRIANGULATION MARK SHOW LOW 1958, 1.0 FEET NORTHEAST OF THE SOUTHWEST
 ES0174'EDGE OF A CONCRETE APRON, AND ABOUT LEVEL WITH THE GROUND.
 ES0174
 ES0174                          STATION RECOVERY (1983)
 ES0174
 ES0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0174'MARK NOT FOUND.
 ES0174
 ES0174                          STATION RECOVERY (1996)
 ES0174
 ES0174'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 ES0174'RECOVERY NOTE BY CHANCE 1996  MARK NOT FOUND - SEARCHED 0.5
 ES0174'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0529 ***********************************************************************
 ER0529  DESIGNATION -  SHOW LOW TV ASSOC TOWER
 ER0529  PID         -  ER0529
 ER0529  STATE/COUNTY-  AZ/NAVAJO
 ER0529  USGS QUAD   -  LAKESIDE (1984)
 ER0529
 ER0529                         *CURRENT SURVEY CONTROL
 ER0529  ___________________________________________________________________
 ER0529* NAD 83(1992)-  34 12 21.68858(N)    109 56 34.00714(W)     ADJUSTED  
 ER0529* NAVD 88     -      1954.     (meters)    6411.     (feet)  SCALED    
 ER0529  ___________________________________________________________________
 ER0529  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 ER0529  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ER0529  HORZ ORDER  -  THIRD
 ER0529
 ER0529.The horizontal coordinates were established by classical geodetic methods
 ER0529.and adjusted by the National Geodetic Survey in August 1993.
 ER0529
 ER0529.The orthometric height was scaled from a topographic map.
 ER0529
 ER0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0529
 ER0529.The geoid height was determined by GEOID03.
 ER0529
 ER0529;                    North         East     Units Scale Factor Converg.
 ER0529;SPC AZ E     -   355,527.350   233,991.631   MT  0.99990525   +0 07 33.1
 ER0529;SPC AZ E     - 1,166,428.31    767,689.08   iFT  0.99990525   +0 07 33.1
 ER0529;UTM  12      - 3,785,505.156   597,397.711   MT  0.99971693   +0 35 39.8
 ER0529
 ER0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0529!SPC AZ E     -   0.99969706  x   0.99990525  =   0.99960234
 ER0529!UTM  12      -   0.99969706  x   0.99971693  =   0.99941408
 ER0529
 ER0529:                Primary Azimuth Mark                     Grid Az
 ER0529:SPC AZ E     -  SPRINGER MOUNTAIN LOOKOUT TWR            184 36 52.6
 ER0529:UTM  12      -  SPRINGER MOUNTAIN LOOKOUT TWR            184 08 45.9
 ER0529
 ER0529|---------------------------------------------------------------------|
 ER0529| PID    Reference Object                     Distance      Geod. Az  |
 ER0529|                                                           dddmmss.s |
 ER0529| ER0528 SPRINGER MOUNTAIN LOOKOUT TWR       APPROX. 6.5 KM 1844425.7 |
 ER0529|---------------------------------------------------------------------|
 ER0529
 ER0529                          SUPERSEDED SURVEY CONTROL
 ER0529
 ER0529  NAD 83(1986)-  34 12 21.69050(N)    109 56 34.01478(W) AD(       ) 4
 ER0529  NAD 27      -  34 12 21.53400(N)    109 56 31.62400(W) AD(       ) 3
 ER0529
 ER0529.Superseded values are not recommended for survey control.
 ER0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0529.See file dsdata.txt to determine how the superseded data were derived.
 ER0529
 ER0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9739885505(NAD 83)
 ER0529_MARKER: 43 = RADIO/TV TOWER
 ER0529_SETTING: 0 = UNSPECIFIED SETTING
 ER0529
 ER0529  HISTORY     - Date     Condition        Report By
 ER0529  HISTORY     - 1958     FIRST OBSERVED   CGS
 ER0529  HISTORY     - 1960     GOOD             USGS
 ER0529
 ER0529                          STATION DESCRIPTION
 ER0529
 ER0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0529'THE STATION IS LOCATED ON THE SUMMIT OF A HILL KNOWN LOCALLY AS
 ER0529'PORTER HILL, ABOUT 12 MILES NORTH-NORTHWEST OF MC NARY, ABOUT
 ER0529'7 MILES EAST-SOUTHEAST OF SHOW LOW AND ABOUT 5 MILES
 ER0529'NORTH-NORTHEAST OF LAKESIDE.  THE STATION IS A 4-LEGGED STEEL
 ER0529'STRUCTURE, COLORED RED AND WHITE AND IS 273 FEET IN OVERALL
 ER0529'HEIGHT.  THE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 ER0529'
 ER0529'TO REACH THE STATION FROM THE POST OFFICE IN LAKESIDE, GO NORTH
 ER0529'ON STATE HIGHWAY NO. 173 FOR 0.5 MILE TO A SIDE ROAD ON THE
 ER0529'RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO A SIDE ROAD ON
 ER0529'THE RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.2 MILE TO A SIDE
 ER0529'ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST FOR 4.6 MILES TO A
 ER0529'FORK, TAKE THE LEFT FORK AND GO NORTHERLY FOR 0.4 MILE TO A
 ER0529'CABLE ACROSS THE ROAD, CONTINUE AHEAD FOR 0.5 MILE TO THE TOP OF
 ER0529'THE HILL AND THE STATION AS DESCRIBED.
 ER0529
 ER0529                          STATION RECOVERY (1960)
 ER0529
 ER0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7990 ***********************************************************************
 DK7990  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7990  DESIGNATION -  SHULTZ
 DK7990  PID         -  DK7990
 DK7990  STATE/COUNTY-  AZ/GILA
 DK7990  USGS QUAD   -  INSPIRATION (1982)
 DK7990
 DK7990                         *CURRENT SURVEY CONTROL
 DK7990  ___________________________________________________________________
 DK7990* NAD 83(2007)-  33 22 31.18386(N)    110 54 48.26611(W)     ADJUSTED  
 DK7990* NAVD 88     -      1179.08   (meters)    3868.4    (feet)  GPS OBS   
 DK7990  ___________________________________________________________________
 DK7990  EPOCH DATE  -        2007.00
 DK7990  X           -  -1,903,524.785 (meters)                     COMP
 DK7990  Y           -  -4,981,340.732 (meters)                     COMP
 DK7990  Z           -   3,489,428.853 (meters)                     COMP
 DK7990  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DK7990  ELLIP HEIGHT-        1151.502 (meters)          (01/09/09) ADJUSTED
 DK7990  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DK7990  HORZ ORDER  -  B
 DK7990  ELLP ORDER  -  FOURTH    CLASS II
 DK7990
 DK7990.The horizontal coordinates were established by GPS observations
 DK7990.and adjusted by the National Geodetic Survey in January 2009.
 DK7990
 DK7990.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7990.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7990.The horizontal coordinates are valid at the epoch date displayed above.
 DK7990.The epoch date for horizontal control is a decimal equivalence
 DK7990.of Year/Month/Day.
 DK7990
 DK7990.The orthometric height was determined by GPS observations and a
 DK7990.high-resolution geoid model.
 DK7990.The orthometric height was determined by GPS observations and a
 DK7990.high-resolution geoid model using precise GPS observation and
 DK7990.processing techniques.
 DK7990
 DK7990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7990
 DK7990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7990
 DK7990.The ellipsoidal height was determined by GPS observations
 DK7990.and is referenced to NAD 83.
 DK7990
 DK7990.The geoid height was determined by GEOID03.
 DK7990
 DK7990;                    North         East     Units Scale Factor Converg.
 DK7990;SPC AZ E     -   263,623.372   143,877.827   MT  0.99995950   -0 24 38.9
 DK7990;SPC AZ E     -   864,906.08    472,040.11   iFT  0.99995950   -0 24 38.9
 DK7990;UTM  12      - 3,692,900.540   508,054.712   MT  0.99960080   +0 02 51.5
 DK7990
 DK7990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7990!SPC AZ E     -   0.99981925  x   0.99995950  =   0.99977876
 DK7990!UTM  12      -   0.99981925  x   0.99960080  =   0.99942013
 DK7990
 DK7990                          SUPERSEDED SURVEY CONTROL
 DK7990
 DK7990.No superseded survey control is available for this station.
 DK7990
 DK7990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB0805592901(NAD 83)
 DK7990_MARKER: F = FLANGE-ENCASED ROD
 DK7990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7990_STAMPING: SHULTZ
 DK7990_MARK LOGO: NGS   
 DK7990_PROJECTION: RECESSED 10 CENTIMETERS
 DK7990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7990+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7990_ROD/PIPE-DEPTH:  4.9 meters
 DK7990_SLEEVE-DEPTH  :  0.9 meters
 DK7990
 DK7990  HISTORY     - Date     Condition        Report By
 DK7990  HISTORY     - 20051004 MONUMENTED       NGS
 DK7990
 DK7990                          STATION DESCRIPTION
 DK7990
 DK7990'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DK7990'STARTING AT THE INTERSECTION OF US 60 AND SR 188 IN CLAYPOOL AZ.
 DK7990'PROCEED WEST ON US 60 5.9 MILES TO MP 240.95. TAKE UNNAMED ROAD SOUTH
 DK7990'ACROSS BRIDGE 200 FT. TO UNNAMED ROAD HEADING EAST. TAKE UNNAMED ROAD
 DK7990'EAST 0.1 MILES TO POINT WHERE ROAD BENDS TO SOUTH. MONUMENT IS 40 FT
 DK7990'EAST OF BEND  AND 1FT WEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1064 ***********************************************************************
 ES1064  DESIGNATION -  SHUMWAY
 ES1064  PID         -  ES1064
 ES1064  STATE/COUNTY-  AZ/NAVAJO
 ES1064  USGS QUAD   -  TAYLOR (1970)
 ES1064
 ES1064                         *CURRENT SURVEY CONTROL
 ES1064  ___________________________________________________________________
 ES1064* NAD 83(1992)-  34 25 55.13757(N)    110 05 17.45730(W)     ADJUSTED  
 ES1064* NAVD 88     -      1796.8    (meters)    5895.     (feet)  VERTCON   
 ES1064  ___________________________________________________________________
 ES1064  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 ES1064  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ES1064  HORZ ORDER  -  SECOND
 ES1064
 ES1064.The horizontal coordinates were established by classical geodetic methods
 ES1064.and adjusted by the National Geodetic Survey in August 1993.
 ES1064
 ES1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1064
 ES1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1064
 ES1064.The geoid height was determined by GEOID03.
 ES1064
 ES1064;                    North         East     Units Scale Factor Converg.
 ES1064;SPC AZ E     -   380,570.087   220,573.105   MT  0.99990064   +0 02 39.8
 ES1064;SPC AZ E     - 1,248,589.52    723,665.04   iFT  0.99990064   +0 02 39.8
 ES1064;UTM  12      - 3,810,431.992   583,777.010   MT  0.99968651   +0 30 56.1
 ES1064
 ES1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1064!SPC AZ E     -   0.99972179  x   0.99990064  =   0.99962246
 ES1064!UTM  12      -   0.99972179  x   0.99968651  =   0.99940839
 ES1064
 ES1064:                Primary Azimuth Mark                     Grid Az
 ES1064:SPC AZ E     -  WEST                                     151 24 26.0
 ES1064:UTM  12      -  WEST                                     150 56 09.7
 ES1064
 ES1064|---------------------------------------------------------------------|
 ES1064| PID    Reference Object                     Distance      Geod. Az  |
 ES1064|                                                           dddmmss.s |
 ES1064| ER0537 WEST                                APPROX.22.3 KM 1512705.8 |
 ES1064| CD3641 SHUMWAY RM 1                          5.666 METERS 18928     |
 ES1064| CD3642 SHUMWAY RM 2                          9.435 METERS 27516     |
 ES1064|---------------------------------------------------------------------|
 ES1064
 ES1064                          SUPERSEDED SURVEY CONTROL
 ES1064
 ES1064  NAD 83(1986)-  34 25 55.12972(N)    110 05 17.46449(W) AD(       ) 2
 ES1064  NAD 27      -  34 25 54.99720(N)    110 05 15.05317(W) AD(       ) 2
 ES1064  NGVD 29 (07/19/86) 1796.0    (m)         5892.     (f) VERT ANG    3  
 ES1064
 ES1064.Superseded values are not recommended for survey control.
 ES1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1064.See file dsdata.txt to determine how the superseded data were derived.
 ES1064
 ES1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8377710432(NAD 83)
 ES1064_MARKER: DD = SURVEY DISK
 ES1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1064+STABILITY: SURFACE MOTION
 ES1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1064+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 ES1064
 ES1064  HISTORY     - Date     Condition        Report By
 ES1064  HISTORY     - 1978     MONUMENTED       AZDT
 ES1064  HISTORY     - 1981     GOOD             AZDT
 ES1064  HISTORY     - 20061103 GOOD             GEOCAC
 ES1064
 ES1064                          STATION DESCRIPTION
 ES1064
 ES1064'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ES1064'THE STATION IS ABOUT 1.75 MILES SOUTH OF TAYLOR ON EAST SIDE
 ES1064'OF ARIZONA HWY. 77 ON THE HIGHEST POINT OF A GRASSY HILL AT THE
 ES1064'TAYLOR LAND FILL.
 ES1064'
 ES1064'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SHUMWAY
 ES1064'1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 ES1064'STATION IS ON THE HIGHEST PART OF A NORTH-SOUTH RIDGE NEAR A
 ES1064'DUMP GROUND OR LAND FILL, MARKED WITH A WITNESS POST AND SIGN
 ES1064'4 FEET SOUTHEAST OF STATION.
 ES1064'
 ES1064'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 ES1064'SHUMWAY RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1064'
 ES1064'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED
 ES1064'SHUMWAY RM 2 1978 AND SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1064'
 ES1064'TO REACH THE STATION FROM U.S. POST OFFICE IN TAYLOR, ARIZONA,
 ES1064'TRAVEL SOUTH ON STATE ROUTE 77 FOR 2.10 MILES TO MILEPOST 355.70
 ES1064'AND A GATE ON THE LEFT (SIGN READS TAYLOR LAND FILL), TURN LEFT
 ES1064'THROUGH GATE FOR 0.50 MILE TO STATION ON THE RIGHT ON HIGHEST
 ES1064'POINT ON HILL.  THE ENTIRE TOP OF RIDGE HAS BEEN BLADED FLAT
 ES1064'IN PLACES AND NUMEROUS TRACK ROADS CROSS THE AREA.
 ES1064'
 ES1064'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 ES1064
 ES1064                          STATION RECOVERY (1981)
 ES1064
 ES1064'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1064'THE STATION WAS RECOVERED AS DESCRIBED IN 1978.  THE ROUTE TO THE
 ES1064'STATION REMAINS UNCHANGED.
 ES1064
 ES1064                          STATION RECOVERY (2006)
 ES1064
 ES1064'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES1064'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES1064'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 ES1064'THE AREA IS NO LONGER THE TAYLOR LAND FILL.
 ES1064' 
 ES1064'UPDATE TO THE TO REACH DESCRIPTION FROM THE GATE   THE GATE IS NO
 ES1064'LONGER MARKED TAYLOR LAND FILL, GO THROUGH THE GATE AND TRAVEL .1
 ES1064'MILES ON A DIRT ROAD, CONTINUE STRAIGHT ON A DIM TRACK ROAD .3 MILES
 ES1064'TO STATION LOCATED ON THE HILL TO THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0273 ***********************************************************************
 GO0273  DESIGNATION -  SIBASILA
 GO0273  PID         -  GO0273
 GO0273  STATE/COUNTY-  AZ/APACHE
 GO0273  USGS QUAD   -  DEL MUERTO (1982)
 GO0273
 GO0273                         *CURRENT SURVEY CONTROL
 GO0273  ___________________________________________________________________
 GO0273* NAD 83(1992)-  36 07 43.78112(N)    109 29 39.49712(W)     ADJUSTED  
 GO0273* NAVD 88     -      1884.0    (meters)    6181.     (feet)  VERTCON   
 GO0273  ___________________________________________________________________
 GO0273  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 GO0273  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 GO0273  HORZ ORDER  -  THIRD
 GO0273
 GO0273.The horizontal coordinates were established by classical geodetic methods
 GO0273.and adjusted by the National Geodetic Survey in August 1993.
 GO0273
 GO0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0273
 GO0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0273
 GO0273.The geoid height was determined by GEOID03.
 GO0273
 GO0273;                    North         East     Units Scale Factor Converg.
 GO0273;SPC AZ E     -   569,015.617   273,878.252   MT  0.99994511   +0 23 47.2
 GO0273;SPC AZ E     - 1,866,849.14    898,550.70   iFT  0.99994511   +0 23 47.2
 GO0273;UTM  12      - 3,999,287.320   635,488.469   MT  0.99982619   +0 53 16.4
 GO0273
 GO0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0273!SPC AZ E     -   0.99970755  x   0.99994511  =   0.99965268
 GO0273!UTM  12      -   0.99970755  x   0.99982619  =   0.99953379
 GO0273
 GO0273:                Primary Azimuth Mark                     Grid Az
 GO0273:SPC AZ E     -  BEAUTIFUL                                237 30 38.1
 GO0273:UTM  12      -  BEAUTIFUL                                237 01 08.9
 GO0273
 GO0273|---------------------------------------------------------------------|
 GO0273| PID    Reference Object                     Distance      Geod. Az  |
 GO0273|                                                           dddmmss.s |
 GO0273| GO0505 BEAUTIFUL                           APPROX.12.3 KM 2375425.3 |
 GO0273|---------------------------------------------------------------------|
 GO0273
 GO0273                          SUPERSEDED SURVEY CONTROL
 GO0273
 GO0273  NAD 83(1986)-  36 07 43.78290(N)    109 29 39.49709(W) AD(       ) 3
 GO0273  NGVD 29 (08/22/88) 1883.1    (m)         6178.     (f) VERT ANG    3  
 GO0273
 GO0273.Superseded values are not recommended for survey control.
 GO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0273.See file dsdata.txt to determine how the superseded data were derived.
 GO0273
 GO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE3548899287(NAD 83)
 GO0273_MARKER: DS = TRIANGULATION STATION DISK
 GO0273_SETTING: 66 = SET IN ROCK OUTCROP
 GO0273_SP_SET: SET IN BEDROCK
 GO0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0273+STABILITY: POSITION/ELEVATION WELL
 GO0273
 GO0273  HISTORY     - Date     Condition        Report By
 GO0273  HISTORY     - 1937     MONUMENTED       USGS
 GO0273  HISTORY     - 1949     GOOD             USGS
 GO0273  HISTORY     - 1955     GOOD             USGS
 GO0273
 GO0273                          STATION DESCRIPTION
 GO0273
 GO0273'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 GO0273'LOCATED 5.0 MI SE. OF CHINLE INDIAN SCHOOL.  ON SOUTH SIDE OF
 GO0273'CHINLE-FORT DEFIANCE RD., ON WEST EDGE NEAR NORTH END OF MOST
 GO0273'NORTHERLY ONE OF TWO HILLS.  TRUCK CAN BE DRIVEN TO STATION.
 GO0273'
 GO0273'NO TO REACH GIVEN.
 GO0273'
 GO0273'STATION MARK--STANDARD TABLET STAMPED---SIBASILA 1937---, CEMENTED
 GO0273'IN BEDROCK.
 GO0273'
 GO0273'RM 1--STANDARD RM TABLET STAMPED---NO 1 1937---, CEMENTED IN
 GO0273'BEDROCK.
 GO0273'
 GO0273'RM 2--STANDARD RM TABLET STAMPED---NO 2 1937---, CEMENTED IN
 GO0273'BEDROCK.
 GO0273
 GO0273                          STATION RECOVERY (1949)
 GO0273
 GO0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 GO0273'DESCRIBED BY USGS IN 1937.  RM 1 FOUND DESTROYED AND WAS
 GO0273'REPLACED.
 GO0273'
 GO0273'RM 1--STANDARD RM TABLET STAMPED---1 1949---, CEMENTED IN BEDROCK.
 GO0273
 GO0273                          STATION RECOVERY (1955)
 GO0273
 GO0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0273'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0954 ***********************************************************************
 CG0954  DESIGNATION -  SIBYL
 CG0954  PID         -  CG0954
 CG0954  STATE/COUNTY-  AZ/COCHISE
 CG0954  USGS QUAD   -  SAINT DAVID (1973)
 CG0954
 CG0954                         *CURRENT SURVEY CONTROL
 CG0954  ___________________________________________________________________
 CG0954* NAD 83(1992)-  31 59 22.87534(N)    110 11 04.28382(W)     ADJUSTED  
 CG0954* NAVD 88     -      1261.4    (meters)    4138.     (feet)  VERTCON   
 CG0954  ___________________________________________________________________
 CG0954  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 CG0954  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CG0954  HORZ ORDER  -  FIRST
 CG0954
 CG0954.The horizontal coordinates were established by classical geodetic methods
 CG0954.and adjusted by the National Geodetic Survey in August 1993.
 CG0954
 CG0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0954
 CG0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0954
 CG0954.The geoid height was determined by GEOID03.
 CG0954
 CG0954;                    North         East     Units Scale Factor Converg.
 CG0954;SPC AZ E     -   109,723.768   211,672.652   MT  0.99990004   -0 00 34.1
 CG0954;SPC AZ E     -   359,986.12    694,464.08   iFT  0.99990004   -0 00 34.1
 CG0954;UTM  12      - 3,539,583.081   577,035.904   MT  0.99967319   +0 25 55.3
 CG0954
 CG0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0954!SPC AZ E     -   0.99980631  x   0.99990004  =   0.99970637
 CG0954!UTM  12      -   0.99980631  x   0.99967319  =   0.99947956
 CG0954
 CG0954:                Primary Azimuth Mark                     Grid Az
 CG0954:SPC AZ E     -  LIME                                     024 56 36.5
 CG0954:UTM  12      -  LIME                                     024 30 07.1
 CG0954
 CG0954|---------------------------------------------------------------------|
 CG0954| PID    Reference Object                     Distance      Geod. Az  |
 CG0954|                                                           dddmmss.s |
 CG0954| CZ1782 LIME                                APPROX.13.2 KM 0245602.4 |
 CG0954| CC8241 SIBYL RM 2                           22.405 METERS 24951     |
 CG0954| CG0104 SIBYL RM 1                           23.514 METERS 34035     |
 CG0954|---------------------------------------------------------------------|
 CG0954
 CG0954                          SUPERSEDED SURVEY CONTROL
 CG0954
 CG0954  NAD 83(1986)-  31 59 22.86859(N)    110 11 04.28094(W) AD(       ) 1
 CG0954  NAD 27      -  31 59 22.56700(N)    110 11 02.03500(W) AD(       ) 1
 CG0954  NGVD 29 (07/19/86) 1260.6    (m)         4136.     (f) VERT ANG    3  
 CG0954
 CG0954.Superseded values are not recommended for survey control.
 CG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0954.See file dsdata.txt to determine how the superseded data were derived.
 CG0954
 CG0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7703639583(NAD 83)
 CG0954_MARKER: DS = TRIANGULATION STATION DISK
 CG0954_SETTING: 0 = UNSPECIFIED SETTING
 CG0954
 CG0954  HISTORY     - Date     Condition        Report By
 CG0954  HISTORY     - 1935     MONUMENTED       CGS
 CG0954  HISTORY     - 1941     SEE DESCRIPTION  CGS
 CG0954  HISTORY     - 1946     GOOD             CGS
 CG0954  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0954  HISTORY     - 1958     GOOD             USGS
 CG0954  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CG0954
 CG0954                          STATION DESCRIPTION
 CG0954
 CG0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0954'THE STATION IS ALONG THE HIGHWAY BETWEEN BENSON AND WILCOX, T. 17
 CG0954'S., R. 21 E., AND APPROXIMATELY ON LINE OF SECTIONS 3 AND 4.  IT
 CG0954'IS ABOUT 15 PACES W OF THE CENTER OF HIGHWAY.
 CG0954'
 CG0954'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CG0954'CONCRETE.
 CG0954'
 CG0954'STATION IS REACHED FROM BENSON BY GOING ALONG THE BENSON-LORDSBURG
 CG0954'ROAD FROM THE BENSON DEPOT, A DISTANCE OF 7.2 MILES.  THE STATION
 CG0954'IS TO THE W OF THE CENTER OF THE HIGHWAY ABOUT 15 PACES AND IN
 CG0954'LINE WITH THE EXISTING POLE LINE.
 CG0954'
 CG0954'REFERENCE MARKS ARE BRONZE REFERNCE DISKS SET IN CONCRETE.
 CG0954'A BLACK STEEL STACK AT ST. DAVID WAS USED AS THE AZIMUTH MARK,
 CG0954'DISTANT ABOUT 3 MILES SSW.
 CG0954
 CG0954                          STATION RECOVERY (1941)
 CG0954
 CG0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CAM)
 CG0954'LETTER OF CRAIG A. MC LEOD, TUCSON, ARIZONA, 4/11/41.
 CG0954'
 CG0954'SURVEY MARK DISK WAS FOUND AT THE CITY JUNK COMPANY, ON WEST
 CG0954'CONGRESS STREET, IN TUCSON.  THE MARKER WAS STAMPED SYBIL NO 3
 CG0954'1935.
 CG0954
 CG0954                          STATION RECOVERY (1946)
 CG0954
 CG0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0954'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND TO BE IN
 CG0954'GOOD CONDITION.  THE STACK IN ST. DAVID WHICH WAS USED AS THE
 CG0954'AZIMUTH MARK WAS NOT FOUND AND SO THE BLACK RAILROAD WATER TANK
 CG0954'(LISTED BELOW AS BEING 3 MILES S OF THE STATION) WAS TAKEN FOR A
 CG0954'NEW AZIMUTH MARK.  THIS NEW AZIMUTH MARK MAY NOT BE VISIBLE FROM
 CG0954'THE GROUND.
 CG0954'
 CG0954'THE ORIGINAL DESCRIPTION TO THE STATION WAS FOUND TO BE ACCURATE,
 CG0954'EXCEPT THAT SINCE 1935 STATE HIGHWAY 86 HAS BEEN PAVED AND MOVED
 CG0954'SLIGHTLY.  THE STATION IS NOW 105 FEET NNW OF THE CENTER LINE OF
 CG0954'THE HIGHWAY, AT A POINT WHICH IS STILL 0.05 MILE BEFORE REACHING A
 CG0954'GRAVELED ROAD LEADING RIGHT, AND 7.2 MILES E ON HIGHWAY 86
 CG0954'FROM BENSON.
 CG0954
 CG0954                          STATION RECOVERY (1957)
 CG0954
 CG0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG0954'STATION AND REFERENCE MARKS WERE NOT FOUND ALTHOUGH A THOROUGH
 CG0954'SEARCH OF THE DESCRIBED AREA WAS MADE.  SINCE 1946 AN UNDERGROUND
 CG0954'TELEPHONE CABLE HAS BEEN INSTALLED IN THE IMMEDIATE AREA,
 CG0954'DISTURBING THE AREA CONSIDERABLY.  BROKEN PIECES OF CONCRETE WERE
 CG0954'FOUND IN THE AREA THEREFORE IT IS ASSUMED THAT THE STATION AND
 CG0954'REFERENCE MARKS HAVE IN ALL PROBABILITY BEEN DESTROYED.
 CG0954
 CG0954                          STATION RECOVERY (1958)
 CG0954
 CG0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CG0954'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 CG0954'
 CG0954'TWO REFERENCE MARKS WERE ALSO FOUND IN GOOD CONDITION.
 CG0954
 CG0954                          STATION RECOVERY (1960)
 CG0954
 CG0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0954'STATION HAS BEEN DESTROYED.  R.M. 1 WAS FOUND IN GOOD CONDITION
 CG0954'AND USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION OVER PASS
 CG0954'1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0104 ***********************************************************************
 CG0104  DESIGNATION -  SIBYL RM 1
 CG0104  PID         -  CG0104
 CG0104  STATE/COUNTY-  AZ/COCHISE
 CG0104  USGS QUAD   -  SAINT DAVID (1973)
 CG0104
 CG0104                         *CURRENT SURVEY CONTROL
 CG0104  ___________________________________________________________________
 CG0104* NAD 83(1986)-  31 59 22.     (N)    110 11 04.     (W)     SCALED    
 CG0104* NAVD 88     -      1260.728  (meters)    4136.24   (feet)  ADJUSTED  
 CG0104  ___________________________________________________________________
 CG0104  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CG0104  DYNAMIC HT  -        1258.817 (meters)    4129.97  (feet)  COMP
 CG0104  MODELED GRAV-     979,079.9   (mgal)                       NAVD 88
 CG0104
 CG0104  VERT ORDER  -  FIRST     CLASS II
 CG0104
 CG0104.The horizontal coordinates were scaled from a topographic map and have
 CG0104.an estimated accuracy of +/- 6 seconds.
 CG0104
 CG0104.The orthometric height was determined by differential leveling
 CG0104.and adjusted in June 1991.
 CG0104
 CG0104.The geoid height was determined by GEOID03.
 CG0104
 CG0104.The dynamic height is computed by dividing the NAVD 88
 CG0104.geopotential number by the normal gravity value computed on the
 CG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0104.degrees latitude (g = 980.6199 gals.).
 CG0104
 CG0104.The modeled gravity was interpolated from observed gravity values.
 CG0104
 CG0104;                    North         East    Units  Estimated Accuracy
 CG0104;SPC AZ E     -   109,700.      211,680.      MT  (+/- 180 meters Scaled)
 CG0104
 CG0104                          SUPERSEDED SURVEY CONTROL
 CG0104
 CG0104  NGVD 29 (??/??/92) 1259.866  (m)         4133.41   (f) ADJ UNCH    1 2
 CG0104
 CG0104.Superseded values are not recommended for survey control.
 CG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0104.See file dsdata.txt to determine how the superseded data were derived.
 CG0104
 CG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA770395(NAD 83)
 CG0104_MARKER: DR = REFERENCE MARK DISK
 CG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0104_STAMPING: SIBYL NO 1 1935
 CG0104_PROJECTION: PROJECTING 10 CENTIMETERS
 CG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0104+STABILITY: SURFACE MOTION
 CG0104
 CG0104  HISTORY     - Date     Condition        Report By
 CG0104  HISTORY     - 1935     MONUMENTED       CGS
 CG0104  HISTORY     - 1960     GOOD             NGS
 CG0104  HISTORY     - 1962     GOOD             NGS
 CG0104  HISTORY     - 1979     GOOD             NGS
 CG0104
 CG0104                          STATION DESCRIPTION
 CG0104
 CG0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0104'6.6 MI E FROM BENSON.
 CG0104'6.6 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0104'86-INTERSTATE HIGHWAY 19, 28 FEET SOUTH OF A FENCE, 65 FEET NORTH OF
 CG0104'CENTERLINE OF WESTBOUND TRAFFIC LANE OF HIGHWAY, 1.4 FEET SOUTH OF A
 CG0104'WITNESS POST, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 CG0104'PROJECTING 6 INCHES.
 CG0104
 CG0104                          STATION RECOVERY (1962)
 CG0104
 CG0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0104'RECOVERED IN GOOD CONDITION.
 CG0104
 CG0104                          STATION RECOVERY (1979)
 CG0104
 CG0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0104'12.6 KILOMETERS (7.85 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0104'OCOTILLO STREET UNDERPASS AT BENSON, XXX KILOMETER (XXX MILE)
 CG0104'SOUTHWEST OF THE SIBYL ROAD UNDERPASS, 0.5 KILOMETER (0.3 MILE)
 CG0104'NORTHEAST OF MILE POST 312, 20.7 METERS (68 FEET) NORTHWEST OF THE
 CG0104'CENTERLINE OF THE WESTBOUND LANES, 25.6 METERS (84 FEET) NORTH OF THE
 CG0104'NORTHEAST END OF A METAL GUARD RAIL AND 8.5 METERS (28 FEET) SOUTHEAST
 CG0104'OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 CG0104'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CG0104'THE MARK IS 1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0938 ***********************************************************************
 FR0938  DESIGNATION -  SIDE
 FR0938  PID         -  FR0938
 FR0938  STATE/COUNTY-  AZ/YAVAPAI
 FR0938  USGS QUAD   -  YAMPAI SE (1981)
 FR0938
 FR0938                         *CURRENT SURVEY CONTROL
 FR0938  ___________________________________________________________________
 FR0938* NAD 83(1992)-  35 17 22.90885(N)    113 06 44.52285(W)     ADJUSTED  
 FR0938* NAVD 88     -      1788.2    (meters)    5867.     (feet)  VERTCON   
 FR0938  ___________________________________________________________________
 FR0938  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 FR0938  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FR0938  HORZ ORDER  -  SECOND
 FR0938
 FR0938.The horizontal coordinates were established by classical geodetic methods
 FR0938.and adjusted by the National Geodetic Survey in August 1993.
 FR0938
 FR0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0938
 FR0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0938
 FR0938.The geoid height was determined by GEOID03.
 FR0938
 FR0938;                    North         East     Units Scale Factor Converg.
 FR0938;SPC AZ C     -   476,366.579   104,600.991   MT  1.00004573   -0 41 27.0
 FR0938;SPC AZ C     - 1,562,882.48    343,179.10   iFT  1.00004573   -0 41 27.0
 FR0938;UTM  12      - 3,907,216.316   307,910.206   MT  1.00005475   -1 13 14.6
 FR0938
 FR0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0938!SPC AZ C     -   0.99972345  x   1.00004573  =   0.99976917
 FR0938!UTM  12      -   0.99972345  x   1.00005475  =   0.99977819
 FR0938
 FR0938:                Primary Azimuth Mark                     Grid Az
 FR0938:SPC AZ C     -  SIDE AZ MK                               079 36 51.4
 FR0938:UTM  12      -  SIDE AZ MK                               080 08 39.0
 FR0938
 FR0938|---------------------------------------------------------------------|
 FR0938| PID    Reference Object                     Distance      Geod. Az  |
 FR0938|                                                           dddmmss.s |
 FR0938| CH3357 SIDE AZ MK                                         0785524.4 |
 FR0938| FR0937 KA 7                                  7.140 METERS 11544     |
 FR0938| FR0941 ATT TOWER 20 MI SW SELIGMAN         APPROX. 8.3 KM 1732622.0 |
 FR0938| CH3358 SIDE RM 1                            12.813 METERS 29507     |
 FR0938|---------------------------------------------------------------------|
 FR0938
 FR0938                          SUPERSEDED SURVEY CONTROL
 FR0938
 FR0938  NAD 83(1986)-  35 17 22.90922(N)    113 06 44.52301(W) AD(       ) 2
 FR0938  NAD 27      -  35 17 22.88740(N)    113 06 41.83400(W) AD(       ) 2
 FR0938  NGVD 29 (07/19/86) 1787.2    (m)         5864.     (f) VERT ANG    3  
 FR0938
 FR0938.Superseded values are not recommended for survey control.
 FR0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0938.See file dsdata.txt to determine how the superseded data were derived.
 FR0938
 FR0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0791007216(NAD 83)
 FR0938_MARKER: DE = TRAVERSE STATION DISK
 FR0938_SETTING: 0 = UNSPECIFIED SETTING
 FR0938
 FR0938  HISTORY     - Date     Condition        Report By
 FR0938  HISTORY     - 1962     MONUMENTED       CGS
 FR0938
 FR0938                          STATION DESCRIPTION
 FR0938
 FR0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0938'STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF SELIGMAN,
 FR0938'ABOUT 0.2 MILE NORTH OF THE SELIGMAN-KINGMAN GRADED ROAD AND
 FR0938'AT TRANSMISSION POLES ON SOUTH SIDE OF HILL.
 FR0938'
 FR0938'TO REACH FROM THE POST OFFICE IN SELIGMAN, GO SOUTH 0.05
 FR0938'MILE TO U.S. HIGHWAY 66, TURN RIGHT AND GO WESTERLY ON U.S.
 FR0938'HIGHWAY 66 FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 FR0938'CROSS RAILROAD TRACKS AND GO WESTERLY ON MAIN ROAD FOR 5.7
 FR0938'MILES TO FOOT OF A OVAL SHAPED HILL STRAIGHT AHEAD, BEAR
 FR0938'RIGHT FOLLOWING MAIN ROAD WESTERLY FOR 1.9 MILES TO A SIDE
 FR0938'ROAD LEFT, CONTINUE WESTERLY FOLLOWING MAIN ROAD FOR 3.25
 FR0938'MILES TO A ROAD FORK AND SIGN DOBSON LIVESTOCK CO. FORT ROCK
 FR0938'RANCH, KEEP RIGHT AND GO WESTERLY ON MAIN ROAD FOR 1.4 MILES
 FR0938'TO A TRACK ROAD RIGHT, TURN RIGHT (SHARP) AND GO NORTHERLY
 FR0938'KEEPING LEFT FORK OF TRACK ROAD FOR 0.3 MILE TO A
 FR0938'TRANSMISSION LINE, TURN LEFT AND GO WEST ON TRANSMISSION LINE
 FR0938'ROAD UP STEEP HILL FOR 0.3 MILE TO DOUBLE TRANSMISSION LINE
 FR0938'POLES AND STATION.
 FR0938'
 FR0938'STATION MARK, A STANDARD TRAVERSE DISK BRAZED TO THE TOP OF A
 FR0938'2-INCH CAST IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 FR0938'GROUND AND IS STAMPED SIDE 1962.  THE MARK IS 29 FEET NORTH OF
 FR0938'THE NORTH ONE OF TWO TRANSMISSION POLES, 19 FEET NORTHWEST
 FR0938'OF A SMALL CAIRN AND 5.2 FEET EAST-NORTHEAST OF THE WITNESS
 FR0938'POST.
 FR0938'
 FR0938'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SIDE NO
 FR0938'1 1962, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FORMATION
 FR0938'WHICH MEASURES 2 BY 2 FEET AND PROJECTS ABOUT 5 INCHES.  THE
 FR0938'MARK IS 64 FEET NORTH OF THE CENTER OF TRANSMISSION LINE, 62
 FR0938'FEET NORTHWEST OF TRANSMISSION POLE NO. 16-4 AND 39.3 FEET
 FR0938'NORTHWEST OF THE WITNESS POST.
 FR0938'
 FR0938'KA NO 7 (AHD), IS A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION
 FR0938'BRONZE DISK STAMPED KA NO 7 1960, IS SET IN THE TOP OF A 8 INCH
 FR0938'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 FR0938'THE GROUND.  THE MARK IS 27 FEET EAST-NORTHEAST OF TRANSMISSION
 FR0938'POLE NO. 16-4, 26.7 FEET EAST-SOUTHEAST OF THE WITNESS POST AND
 FR0938'6 FEET EAST OF A SMALL CAIRN.
 FR0938'
 FR0938'AZIMUTH MARK, IS A STANDARD AZIMUTH MARK DISK STAMPED SIDE
 FR0938'1962, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FR0938'FORMATION WHICH MEASURES 2 BY 3 FEET AND IS SET FLUSH WITH
 FR0938'THE GROUND.  THE MARK IS 125 FEET SOUTH OF THE SOUTH ONE OF
 FR0938'TWO TRANSMISSION POLES, 49 FEET SOUTH OF TRANSMISSION LINE AND
 FR0938'3.2 FEET NORTH OF THE WITNESS POST.
 FR0938'
 FR0938'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 FR0938'TRANSMISSION LINE FOR 1.0 MILE TO TOP OF HILL AND THE AZIMUTH
 FR0938'MARK ON RIGHT AS DESCRIBED.
 FR0938'
 FR0938'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1088 ***********************************************************************
 CY1088  DESIGNATION -  SIDE
 CY1088  PID         -  CY1088
 CY1088  STATE/COUNTY-  AZ/GREENLEE
 CY1088  USGS QUAD   -  YORK (1986)
 CY1088
 CY1088                         *CURRENT SURVEY CONTROL
 CY1088  ___________________________________________________________________
 CY1088* NAD 83(1992)-  32 56 52.68239(N)    109 13 34.46144(W)     ADJUSTED  
 CY1088* NAVD 88     -      1117.5    (meters)    3666.     (feet)  VERTCON   
 CY1088  ___________________________________________________________________
 CY1088  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CY1088  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CY1088  HORZ ORDER  -  FIRST
 CY1088
 CY1088.The horizontal coordinates were established by classical geodetic methods
 CY1088.and adjusted by the National Geodetic Survey in August 1993.
 CY1088
 CY1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1088
 CY1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1088
 CY1088.The geoid height was determined by GEOID03.
 CY1088
 CY1088;                    North         East     Units Scale Factor Converg.
 CY1088;SPC AZ E     -   216,373.985   301,290.344   MT  0.99999530   +0 30 41.4
 CY1088;SPC AZ E     -   709,888.40    988,485.38   iFT  0.99999530   +0 30 41.4
 CY1088;UTM  12      - 3,646,914.753   665,805.429   MT  0.99993898   +0 57 53.7
 CY1088
 CY1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1088!SPC AZ E     -   0.99982862  x   0.99999530  =   0.99982393
 CY1088!UTM  12      -   0.99982862  x   0.99993898  =   0.99976761
 CY1088
 CY1088:                Primary Azimuth Mark                     Grid Az
 CY1088:SPC AZ E     -  SIDE AZ MK                               034 08 51.0
 CY1088:UTM  12      -  SIDE AZ MK                               033 41 38.7
 CY1088
 CY1088|---------------------------------------------------------------------|
 CY1088| PID    Reference Object                     Distance      Geod. Az  |
 CY1088|                                                           dddmmss.s |
 CY1088| CC8242 SIDE AZ MK                                         0343932.4 |
 CY1088| CC8243 SIDE RM 1                            17.881 METERS 09720     |
 CY1088| CC8244 SIDE RM 2                             8.704 METERS 29131     |
 CY1088| DT0747 MORENCI SMELTER SMOKESTACK          APPROX.17.0 KM 3200129.3 |
 CY1088|---------------------------------------------------------------------|
 CY1088
 CY1088                          SUPERSEDED SURVEY CONTROL
 CY1088
 CY1088  NAD 83(1986)-  32 56 52.67829(N)    109 13 34.45882(W) AD(       ) 1
 CY1088  NAD 27      -  32 56 52.44300(N)    109 13 32.21700(W) AD(       ) 1
 CY1088  NGVD 29 (07/19/86) 1116.8    (m)         3664.     (f) VERT ANG    3  
 CY1088
 CY1088.Superseded values are not recommended for survey control.
 CY1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1088.See file dsdata.txt to determine how the superseded data were derived.
 CY1088
 CY1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6580546915(NAD 83)
 CY1088_MARKER: DS = TRIANGULATION STATION DISK
 CY1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1088+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 CY1088
 CY1088  HISTORY     - Date     Condition        Report By
 CY1088  HISTORY     - 1945     MONUMENTED       CGS
 CY1088  HISTORY     - 1968     GOOD             AMS
 CY1088  HISTORY     - 1976     GOOD             NGS
 CY1088  HISTORY     - 20061020 GOOD             GEOCAC
 CY1088
 CY1088                          STATION DESCRIPTION
 CY1088
 CY1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1088'STATION IS LOCATED ON A LOW BENCH IN DESERT LAND.  BY
 CY1088'APPROXIMATE AIR LINE DISTANCES, 9 MILES SE OF CLIFTON, 2 MILES
 CY1088'E OF GUTHRIE RAILROAD STATION, AND 0.2 MILE E OF THE JUNCTION
 CY1088'OF STATE HIGHWAY 75 AND A ROAD RUNNING E TO SILVER CITY.
 CY1088'
 CY1088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 CY1088'AND STATE HIGHWAY 75 IN DUNCAN, GO N ON STATE HIGHWAY 75
 CY1088'FOR 19.8 MILES TO A GRAVEL ROAD RIGHT AT A SIGN MULE CREEK
 CY1088'22 BUCK HORN 48 SILVER CITY 86.  TURN RIGHT ON THE GRAVEL
 CY1088'ROAD E FOR 0.2 MILE TO THE STATION 66 FEET SSE OF THE CENTER
 CY1088'OF THE ROAD.  TO REACH THE AZIMUTH MARK, CONTINUE E ON THE
 CY1088'SILVER CITY ROAD FOR 2.0 MILES TO WHERE THE ROAD MAKES A
 CY1088'SHARP RIGHT TURN AND AN OLD ROAD COMES IN FROM THE LEFT.
 CY1088'CONTINUE JUST AROUND THE TURN TO THE RIGHT AND THE AZIMUTH
 CY1088'MARK IS 108 FEET NNW OF THE CENTER OF THE ROAD.
 CY1088'
 CY1088'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY1088'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1088'SIDE 1945.  IT IS LOCATED 174 FEET SW OF A NW FENCE CORNER
 CY1088'AND 10.4 FEET SE OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY1088'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CY1088'
 CY1088'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1088'HOLE IN A BOULDER WHICH PROJECTS ABOUT 7 INCHES ABOVE THE
 CY1088'GROUND AND IS STAMPED SIDE NO 1 1945.  IT IS E OF THE STATION
 CY1088'ON ABOUT THE SAME LEVEL.
 CY1088'
 CY1088'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CY1088'HOLE IN A BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 CY1088'GROUND AND IS STAMPED SIDE NO 2 1945.  IT IS WNW OF THE STATION
 CY1088'ON ABOUT THE SAME LEVEL.
 CY1088'
 CY1088'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 CY1088'THE STAMPING ON WHICH IS PARTIALLY ILLEGIBLE DUE TO BULLET
 CY1088'HOLES IN IT.  IT IS SET ON TOP OF A 4-INCH IRON PIPE WHICH
 CY1088'IS IN TURN SET IN A SQUARE CONCRETE POST.  THE MARK PROJECTS
 CY1088'ABOUT 2 FEET ABOVE THE GROUND, IS LOCATED NNE OF THE STATION,
 CY1088'AND ABOUT 150 YARDS NNE OF U.S. SOIL EROSION SERVICE STATION
 CY1088'JUNCTION 1935.
 CY1088
 CY1088                          STATION RECOVERY (1968)
 CY1088
 CY1088'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY1088'STATION IS LOCATED APPROXIMATELY 8 AIR MILES (SSE) OF CLIFTON
 CY1088'AND 21 AIR MILES (ENE) OF SAFFORD.
 CY1088'
 CY1088'TO REACH FROM THE TOWN HALL IN CLIFTON GO (S) ON PARK AVENUE
 CY1088'FOR 0.6 MILE TO JCT OF PARK AVENUE AND HWY U.S. 666, TURN
 CY1088'LEFT (S) ON U.S. 666 FOR 9.1 MILES TO 3-WAY JCT OF U.S. 666,
 CY1088'ARIZONA 78 AND ARIZONA 75.  FROM HERE THE STATION IS APPROXIMATELY
 CY1088'0.25 MILE ON A MAG AZ OF 83 DEG.
 CY1088'
 CY1088'THE STATION MARK IS A STANDARD USC AND GS BRONZE TRIANGULATION
 CY1088'STATION DISK SET IN A 10 IN X 10 IN CONCRETE BLOCK PROJECTING
 CY1088'4 IN ABOVE THE GROUND AND STAMPED SIDE 1945.  THE STATION
 CY1088'IS LOCATED 3.20 M ON A MAG AZ OF 139 DEG FROM A WITNESS POST.
 CY1088'53.09 M ON A MAG AZ OF 38 DEG FROM A FENCE CORNER.
 CY1088'
 CY1088'R.M. 1 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A
 CY1088'BOULDER PROTRUDING 8 IN ABOVE THE GROUND AND STAMPED SIDE
 CY1088'1 1945.  FROM THE STATION IT IS (E) ON A MAG AZ OF 85 DEG
 CY1088'AT A DISTANCE OF 17.878 M.
 CY1088'
 CY1088'R.M. 2 IS A STANDARD USC AND GS BRONZE R.M. DISK SET IN A
 CY1088'BOULDER PROTRUDING 4 IN ABOVE THE GROUND AND STAMPED SIDE
 CY1088'2 1945.  FROM THE STATION IT IS (W) ON A MAG AZ OF 279 DEG
 CY1088'AT A DISTANCE OF 8.708 M.
 CY1088'
 CY1088'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 CY1088'
 CY1088'ALL MARKS RECOVERED IN EXCELLENT CONDITION.
 CY1088'
 CY1088'VIEW IS EXCELLENT IN ALL DIRECTIONS.
 CY1088
 CY1088                          STATION RECOVERY (1976)
 CY1088
 CY1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1088'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CY1088'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE ANGLES AND
 CY1088'DISTANCES TO MARKS CHECK THE PUBLISHED DATA.
 CY1088'
 CY1088'THE 1968 ROUTE TO THE STATION IS ADEQUATE.
 CY1088'
 CY1088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.7 MILES SE
 CY1088'CLIFTON.
 CY1088'
 CY1088'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1088
 CY1088                          STATION RECOVERY (2006)
 CY1088
 CY1088'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY1088'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CY1088'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CY1088'THE STATION MARK IS 3.3 FEET SOUTH OF A WITNESS POST. ALSO, RECOVERED
 CY1088'CY0242, WHICH FROM THE DESCRIPTION APPEARS TO BE THE AZIMUTH MARK.
 CY1088' 
 CY1088'UPDATE TO THE TO REACH DESCRIPTION   U.S. 666 IS NOW U.S. 191, TURN ON
 CY1088'ARIZONA 75 TO THE PAVED RANGER STATION ENTRANCE ON THE LEFT. PARK IN
 CY1088'THE REAR LOT BEHIND THE MAIN BUILDING AND USE THE GATE IN THE FENCE TO
 CY1088'THE NORTH OF THE MAIN BUILDING TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2287 ***********************************************************************
 CZ2287  DESIGNATION -  SIERRA
 CZ2287  PID         -  CZ2287
 CZ2287  STATE/COUNTY-  AZ/PINAL
 CZ2287  USGS QUAD   -  CHUICHU (1992)
 CZ2287
 CZ2287                         *CURRENT SURVEY CONTROL
 CZ2287  ___________________________________________________________________
 CZ2287* NAD 83(1992)-  32 50 42.14328(N)    111 46 51.06433(W)     ADJUSTED  
 CZ2287* NAVD 88     -       455.5    (meters)    1494.     (feet)  VERTCON   
 CZ2287  ___________________________________________________________________
 CZ2287  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 CZ2287  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2287  HORZ ORDER  -  FIRST
 CZ2287
 CZ2287.The horizontal coordinates were established by classical geodetic methods
 CZ2287.and adjusted by the National Geodetic Survey in August 1993.
 CZ2287
 CZ2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2287
 CZ2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2287
 CZ2287.The geoid height was determined by GEOID03.
 CZ2287
 CZ2287;                    North         East     Units Scale Factor Converg.
 CZ2287;SPC AZ C     -   204,575.870   226,073.266   MT  0.99990199   +0 04 25.2
 CZ2287;SPC AZ C     -   671,180.68    741,710.19   iFT  0.99990199   +0 04 25.2
 CZ2287;UTM  12      - 3,634,378.326   426,927.951   MT  0.99966584   -0 25 24.7
 CZ2287
 CZ2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2287!SPC AZ C     -   0.99993323  x   0.99990199  =   0.99983523
 CZ2287!UTM  12      -   0.99993323  x   0.99966584  =   0.99959909
 CZ2287
 CZ2287:                Primary Azimuth Mark                     Grid Az
 CZ2287:SPC AZ C     -  SIERRA RM 3 AZIMUTH                      013 25 20.4
 CZ2287:UTM  12      -  SIERRA RM 3 AZIMUTH                      013 55 10.3
 CZ2287
 CZ2287|---------------------------------------------------------------------|
 CZ2287| PID    Reference Object                     Distance      Geod. Az  |
 CZ2287|                                                           dddmmss.s |
 CZ2287| CH5431 SIERRA RM 3 AZIMUTH                                0132945.6 |
 CZ2287| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 4.4 KM 0371633.9 |
 CZ2287| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX. 5.0 KM 0652547.8 |
 CZ2287| CZ2293 BIANCO 2                            APPROX. 4.6 KM 2475525.4 |
 CZ2287| CH5429 SIERRA RM 1                           5.680 METERS 28956     |
 CZ2287| CZ2292 CASA GRANDE ATT MICROWAVE TWR       APPROX. 5.1 KM 2965123.0 |
 CZ2287| CH5430 SIERRA RM 2                           8.461 METERS 34939     |
 CZ2287|---------------------------------------------------------------------|
 CZ2287
 CZ2287                          SUPERSEDED SURVEY CONTROL
 CZ2287
 CZ2287  NAD 83(1986)-  32 50 42.13757(N)    111 46 51.06541(W) AD(       ) 1
 CZ2287  NAD 27      -  32 50 41.94080(N)    111 46 48.59630(W) AD(       ) 1
 CZ2287  NGVD 29 (07/19/86)  454.9    (m)         1492.     (f) VERT ANG    3  
 CZ2287
 CZ2287.Superseded values are not recommended for survey control.
 CZ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2287.See file dsdata.txt to determine how the superseded data were derived.
 CZ2287
 CZ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2692834378(NAD 83)
 CZ2287_MARKER: DS = TRIANGULATION STATION DISK
 CZ2287_SETTING: 80 = SET IN A BOULDER
 CZ2287_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ2287
 CZ2287  HISTORY     - Date     Condition        Report By
 CZ2287  HISTORY     - 1960     MONUMENTED       CGS
 CZ2287  HISTORY     - 1971     GOOD             NGS
 CZ2287  HISTORY     - 1973     GOOD             NGS
 CZ2287
 CZ2287                          STATION DESCRIPTION
 CZ2287
 CZ2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ2287'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, PROMINENT,
 CZ2287'ISOLATED HILL, ABOUT 2-1/2 MILES SOUTH AND 1-1/2 MILEST WEST OF CASA
 CZ2287'GRANDE, IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1,
 CZ2287'T 7 S, R 6 E.
 CZ2287'
 CZ2287'REACHED FROM THE POST OFFICE IN CASA GRANDE BY GOING WESTERLY
 CZ2287'ON STATE HIGHWAY 84 FOR 1.5 MILES TO CROSSROADS, TURN LEFT,
 CZ2287'SOUTH, AND FOLLOW GRADED ROAD 2.4 MILES TO A WOODEN BRIDGE AND
 CZ2287'SIDE ROAD RIGHT AT THE SOUTH END OF THE BRIDGE (SIERRA N BASE
 CZ2287'IS ON THE RIGHT AT THIS POINT.  TO REACH SIERRA S BASE FROM
 CZ2287'THIS POINT CONTINUE SOUTH ON THE GRADED ROAD FOR 0.5 MILE TO
 CZ2287'THE MARK ON THE LEFT)
 CZ2287'
 CZ2287'STATION MARK IS A STANDARD DISK, STAMPED SIERRA 1960, CEMENTED
 CZ2287'IN A DRILL HOLE IN A BOULDER.
 CZ2287'
 CZ2287'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SIERRA NO 1 1960,
 CZ2287'CEMENTED IN A DRILL HOLE IN A BOULDER.
 CZ2287'
 CZ2287'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SIERRA NO 2 1960,
 CZ2287'CEMENTED IN A DRILL HOLE IN A BOULDER.
 CZ2287'
 CZ2287'SIERRA N BASE, USED AS AN AZIMUTH MARK, IS A STANDARD DISK,
 CZ2287'STAMPED SIERRA N BASE 1960, CEMENTED IN THE TOP OF A 3-INCH
 CZ2287'SOIL PIPE FILLED WITH CEMENT AND REINFORCED WITH A STEEL FENCE
 CZ2287'POST DRIVEN IN THE CENTER AND PROJECTS 10 INCHES.  IT IS 14
 CZ2287'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 12 FEET NORTH OF THE
 CZ2287'CENTER OF A TRACK ROAD AND 3 FEET SOUTHWEST OF THE SOUTHWEST
 CZ2287'END OF A WOODEN BRIDGE.
 CZ2287'
 CZ2287'SIERRA S BASE IS A STANDARD DISK, STAMPED SIERRA S BASE 1960,
 CZ2287'CEMENTED IN THE TOP OF A 3-INCH SOIL PIPE FILLED WITH CEMENT
 CZ2287'AND REINFORCED WITH A STEEL FENCE POST DRIVEN IN THE CENTER
 CZ2287'AND PROJECTS 16 INCHES.  IT IS 31 FEET NORTH OF THE NORTH
 CZ2287'EDGE OF A CANAL 29 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 CZ2287'6 FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 3 FEET WEST OF A
 CZ2287'GATE POST WHICH IS ALSO A FENCE CORNER POST.
 CZ2287'
 CZ2287'TRAVERSE WAS MADE FROM SIERRA N BASE TO SIERRA S BASE, AND THE
 CZ2287'DISTANCE WAS FOUND TO BE 2,713.094 FEET.
 CZ2287
 CZ2287                          STATION RECOVERY (1971)
 CZ2287
 CZ2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2287'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CZ2287'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK,
 CZ2287'SIERRA N BASE 1960, WAS SEARCHED FOR BUT NOT RECOVERED AND IS
 CZ2287'BELIEVED TO BE DESTROYED.  SHORTER DISTANCES OF 0.010 METER TO
 CZ2287'REFERENCE MARK 1 AND 0.007 METER TO REFERENCE MARK 2 WERE NOTED
 CZ2287'AND VERIFIED AT THIS DATE.  A DIFFERENCE OF 2 MINUTES IN THE
 CZ2287'DIRECTION TO REFERENCE MARK 2 WAS ALSO NOTED.  A COMPLETE NEW
 CZ2287'DESCRIPTION FOLLOWS--
 CZ2287'
 CZ2287'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH-SOUTHWEST OF CASA
 CZ2287'GRANDE, 1.5 MILES NORTH OF INTERSTATE HIGHWAY 8 AND IN THE NORTHEAST
 CZ2287'1/4 OF SECTION 1, T 7 S, R 6 E.
 CZ2287'
 CZ2287'TO REACH THE STATION FROM THE INTERSECTION OF EAST 2ND STREET AND
 CZ2287'WEST MARSHALL STREET, 1 BLOCK NORTH OF THE POST OFFICE IN CASA
 CZ2287'GRANDE GO WEST ON STATE HIGHWAY 84 FOR 1.4 MILES TO THE INTERSECTION
 CZ2287'OF THORTON ROAD.  TURN LEFT AND GO SOUTH ON THORTON ROAD FOR
 CZ2287'2.6 MILES TO A SIDE ROAD RIGHT AT SOUTH SIDE OF A CANAL.  TURN RIGHT
 CZ2287'AND GO WEST ON THE GRADED ROAD FOR 0.05 MILE TO A FORK.  TAKE THE
 CZ2287'RIGHT FORK AND CONTINUE WEST ON THE TRACK ROAD FOR 0.4 MILE TO A
 CZ2287'DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE TRACK
 CZ2287'ROAD FOR 0.3 MILE TO THE END OF TRUCK TRAVEL ON THE EAST SLOPE OF
 CZ2287'THE HILL.  PACK WESTERLY UPHILL FOR 200 FEET TO THE HIGHEST
 CZ2287'POINT OF THE HILL AND THE STATION.
 CZ2287'
 CZ2287'THE STATION MARK IS A STANDARD DISK STAMPED SIERRA 1960, CEMENTED IN
 CZ2287'A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES ABOVE THE GROUND
 CZ2287'SURFACE.  IT IS 21 FEET WEST OF THE EAST EDGE OF THE HILL, 20 FEET
 CZ2287'EAST OF THE WEST EDGE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE
 CZ2287'HIGHEST POINT OF THE HILL.
 CZ2287'
 CZ2287'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SIERRA NO 1 1960,
 CZ2287'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS ON THE WEST SLOPE OF
 CZ2287'THE HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 CZ2287'
 CZ2287'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SIERRA NO 2 1960,
 CZ2287'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS ON THE NORTH SLOPE OF
 CZ2287'THE HILL AND ABOUT 3 FEET LOWER THAN THE STATION.
 CZ2287'
 CZ2287'THE CASA GRANDE MUNICIPAL WATER TANK CAN BE USE FOR AN AZIMUTH
 CZ2287'MARK.
 CZ2287'
 CZ2287'REFERENCE MARK 1 TO REFERENCE MARK 2 IS OBSTRUCTED BY THE CREST OF
 CZ2287'THE HILL.
 CZ2287'
 CZ2287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CZ2287'SOUTH-SOUTHWEST OF CASA GRANDE.
 CZ2287
 CZ2287                          STATION RECOVERY (1973)
 CZ2287
 CZ2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ2287'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ2287'AND FOUND IN GOOD CONDITION.  TRIANGULATION STATION SIERRA NORTH
 CZ2287'BASE WHICH SERVED FOR AN AZIMUTH MARK WAS FOUND DESTROYED AND
 CZ2287'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE ROUTE TO THE
 CZ2287'STATION AND DESCRIPTION OF THE MARKS WAS FOUND ADEQUATE AT
 CZ2287'THIS TIME.
 CZ2287'
 CZ2287'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SIERRA 1960 NO 3
 CZ2287'1973.  IT IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 CZ2287'HEADWALL FOR AN IRRIGATION GATE.  THE MARK IS 1/4 MILE
 CZ2287'NORTH-NORTHEAST OF THE STATION AT A LONE GROUP OF LARGE TREES.
 CZ2287'
 CZ2287'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ2287'
 CZ2287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CZ2287'SOUTHWEST OF CASA GRANDE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4655 ***********************************************************************
 DK4655  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4655  DESIGNATION -  SIERRA
 DK4655  PID         -  DK4655
 DK4655  STATE/COUNTY-  AZ/PINAL
 DK4655  USGS QUAD   -  CASA GRANDE MTS (1992)
 DK4655
 DK4655                         *CURRENT SURVEY CONTROL
 DK4655  ___________________________________________________________________
 DK4655* NAD 83(2007)-  32 52 21.53639(N)    111 42 33.08166(W)     ADJUSTED  
 DK4655* NAVD 88     -       432.52   (meters)    1419.0    (feet)  GPS OBS   
 DK4655  ___________________________________________________________________
 DK4655  EPOCH DATE  -        2007.00
 DK4655  X           -  -1,983,563.060 (meters)                     COMP
 DK4655  Y           -  -4,982,147.783 (meters)                     COMP
 DK4655  Z           -   3,442,323.415 (meters)                     COMP
 DK4655  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DK4655  ELLIP HEIGHT-         402.382 (meters)          (04/23/08) ADJUSTED
 DK4655  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DK4655  HORZ ORDER  -  B
 DK4655  ELLP ORDER  -  FOURTH    CLASS I
 DK4655
 DK4655.The horizontal coordinates were established by GPS observations
 DK4655.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4655
 DK4655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4655.The horizontal coordinates are valid at the epoch date displayed above.
 DK4655.The epoch date for horizontal control is a decimal equivalence
 DK4655.of Year/Month/Day.
 DK4655
 DK4655.The orthometric height was determined by GPS observations and a
 DK4655.high-resolution geoid model.
 DK4655.The orthometric height was determined by GPS observations and a
 DK4655.high-resolution geoid model using precise GPS observation and
 DK4655.processing techniques.
 DK4655
 DK4655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4655
 DK4655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4655
 DK4655.The ellipsoidal height was determined by GPS observations
 DK4655.and is referenced to NAD 83.
 DK4655
 DK4655.The geoid height was determined by GEOID03.
 DK4655
 DK4655;                    North         East     Units Scale Factor Converg.
 DK4655;SPC AZ C     -   207,648.385   232,775.305   MT  0.99990465   +0 06 45.4
 DK4655;SPC AZ C     -   681,261.11    763,698.51   iFT  0.99990465   +0 06 45.4
 DK4655;UTM  12      - 3,637,391.814   433,654.772   MT  0.99965427   -0 23 05.8
 DK4655
 DK4655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4655!SPC AZ C     -   0.99993683  x   0.99990465  =   0.99984148
 DK4655!UTM  12      -   0.99993683  x   0.99965427  =   0.99959112
 DK4655
 DK4655                          SUPERSEDED SURVEY CONTROL
 DK4655
 DK4655.No superseded survey control is available for this station.
 DK4655
 DK4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3365537392(NAD 83)
 DK4655_MARKER: F = FLANGE-ENCASED ROD
 DK4655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4655_STAMPING: SIERRA
 DK4655_MARK LOGO: NGS   
 DK4655_PROJECTION: FLUSH
 DK4655_MAGNETIC: I = MARKER IS A STEEL ROD
 DK4655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4655+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4655_ROD/PIPE-DEPTH:  4.6 meters
 DK4655_SLEEVE-DEPTH  :  0.6 meters
 DK4655
 DK4655  HISTORY     - Date     Condition        Report By
 DK4655  HISTORY     - 20060830 MONUMENTED       MHD
 DK4655
 DK4655                          STATION DESCRIPTION
 DK4655
 DK4655'DESCRIBED BY MHD AND ASSOCIATES 2006
 DK4655'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTHWEST OF ELOY, 9.3 MI
 DK4655'(15.1 KM) NORTH-NORTHEAST OF CHUICHU AND 2.8 MI (4.5 KM) EAST OF CASA
 DK4655'GRANDE LOCATED ON CITY OF CASA GRANDE PROPERTY IN THE NE/4 OF SECTION
 DK4655'27, T. 6 S., R. 6 E., GILA AND SALT RIVER MERIDIAN.
 DK4655' 
 DK4655'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 DK4655'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 DK4655'FLORENCE BOULEVARD 2.45 MI (3.9 KM) TO ARIZOLA ROAD.  TURN RIGHT AND
 DK4655'GO SOUTH ON ARIZOLA 0.32 MI (0.5 KM) TO SIERRA PARKWAY.  TURN LEFT AND
 DK4655'GO EAST ON SIERRA PARKWAY 0.3 MI (0.5 KM) TO END OF PAVEMENT.
 DK4655'CONTINUE SOUTHEAST 0.1 MI (0.2 KM) AROUND CHURCH COMPLEX TO PARK AND
 DK4655'DETENTION BASIN.  STATION IS STAINLESS STEEL ROD DRIVEN TO REFUSAL IN
 DK4655'NGS STANDARD MONUMENT LOGO CAP ON EAST EDGE OF BASIN, 180 FT (55 M)
 DK4655'NORTH OF THE NORTHEAST CORNER OF THE TOP OF BASIN, AND 2 FT (0.6 M)
 DK4655'WEST OF THE PARKING RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1510 ***********************************************************************
 DA1510  DESIGNATION -  SIERRA DEL AJO
 DA1510  PID         -  DA1510
 DA1510  STATE/COUNTY-  AZ/PIMA
 DA1510  USGS QUAD   -  MOUNT AJO (1990)
 DA1510
 DA1510                         *CURRENT SURVEY CONTROL
 DA1510  ___________________________________________________________________
 DA1510* NAD 83(1992)-  32 01 36.37739(N)    112 41 25.83409(W)     ADJUSTED  
 DA1510* NAVD 88     -      1466.3    (meters)    4811.     (feet)  VERTCON   
 DA1510  ___________________________________________________________________
 DA1510  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DA1510  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA1510  HORZ ORDER  -  FIRST
 DA1510
 DA1510.The horizontal coordinates were established by classical geodetic methods
 DA1510.and adjusted by the National Geodetic Survey in August 1993.
 DA1510
 DA1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1510
 DA1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1510
 DA1510.The geoid height was determined by GEOID03.
 DA1510
 DA1510;                    North         East     Units Scale Factor Converg.
 DA1510;SPC AZ C     -   114,097.120   140,264.747   MT  0.99996587   -0 24 37.4
 DA1510;SPC AZ C     -   374,334.38    460,186.18   iFT  0.99996587   -0 24 37.4
 DA1510;UTM  12      - 3,544,652.291   340,358.546   MT  0.99991430   -0 53 48.1
 DA1510
 DA1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1510!SPC AZ C     -   0.99977478  x   0.99996587  =   0.99974066
 DA1510!UTM  12      -   0.99977478  x   0.99991430  =   0.99968910
 DA1510
 DA1510|---------------------------------------------------------------------|
 DA1510| PID    Reference Object                     Distance      Geod. Az  |
 DA1510|                                                           dddmmss.s |
 DA1510| CH5433 SIERRA DEL AJO RM                    37.380 METERS 01125     |
 DA1510| CH5434 SIERRA DEL AJO RM 1                  34.924 METERS 01132     |
 DA1510| DA1507 KERWO WHITE CHAPEL CROSS            APPROX.13.0 KM 0713628.7 |
 DA1510| CH5435 SIERRA DEL AJO RM 2                   6.492 METERS 12435     |
 DA1510| CH5432 SIERRA DEL AJO AZ MK                               1342717.7 |
 DA1510|---------------------------------------------------------------------|
 DA1510
 DA1510                          SUPERSEDED SURVEY CONTROL
 DA1510
 DA1510  NAD 83(1986)-  32 01 36.36660(N)    112 41 25.83544(W) AD(       ) 1
 DA1510  NAD 27      -  32 01 36.11600(N)    112 41 23.31200(W) AD(       ) 1
 DA1510  NGVD 29 (06/20/88) 1465.5    (m)         4808.     (f) VERT ANG    3  
 DA1510
 DA1510.Superseded values are not recommended for survey control.
 DA1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1510.See file dsdata.txt to determine how the superseded data were derived.
 DA1510
 DA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4035944652(NAD 83)
 DA1510
 DA1510  HISTORY     - Date     Condition        Report By
 DA1510  HISTORY     - 1920     MONUMENTED       CGS
 DA1510  HISTORY     - 1936     GOOD             CGS
 DA1510  HISTORY     - 1962     GOOD             USGS
 DA1510
 DA1510                          STATION DESCRIPTION
 DA1510
 DA1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DA1510'ON THE HIGHEST PART OF THE SIERRA DEL AJOS.  TO REACH FROM AJO,
 DA1510'FOLLOW THE AJO-SELLS ROAD EAST FOR 15.5 MILES TO A CROSS
 DA1510'ROAD WITH A SIGN READING POSO REDONDO.  TURN RIGHT HERE AND
 DA1510'FOLLOW THIS ROAD SOUTH TO THE TOWN OF KERWO.  FROM THERE GO
 DA1510'SOUTHWEST TO A CORRAL ON A SMALL HILL APPROXIMATELY 0.3
 DA1510'MILE FROM A CHURCH.  AT THE CORRAL TAKE THE ROAD ON THE SOUTH
 DA1510'AND FOLLOW FOR 1.7 MILES.  TURN LEFT ON THE OLD DIM ROAD AND
 DA1510'FOLLOW IT TO THE FOOT OF THE HILL HEADING DIRECTLY FOR THE
 DA1510'WIDE-MOUTHED CANYON NEAR THE SOUTH END OF THE MOUNTAIN.  THIS
 DA1510'ROAD IS ROUGH AND WINDING.  ABOUT THE CENTER OF THE
 DA1510'WIDE MOUTH AND NEAR THE LONG SLOPING RIDGE ON THE LEFT
 DA1510'(SOUTH) LEAVE TRUCK AND FOLLOW THIS RIDGE UP TO A HIGH
 DA1510'ROCK LEDGE ON THE TOP OF THE RIDGE.  TURN RIGHT AND FOLLOW
 DA1510'THE FOOT OF CLIFF, THEN CLIMB HIGHER TO THE SUMMIT OF
 DA1510'RIDGE, FOLLOW THE RIDGE AROUND SOUTHWEST TO THE HIGHEST
 DA1510'POINT WHERE THE STATION WILL BE FOUND ON THE TOP OF A HUGE ROCK
 DA1510'JUST SOUTH AND ABOUT 50 YARDS FROM A POINT WHICH IS ABOUT
 DA1510'20 FEET HIGHER THAN THE STATION.  MARKED BY A STANDARD
 DA1510'BRONZE DISK.  DISK IS ERRONEOUSLY
 DA1510'STAMPED SIERRA DE AJO.  REFERENCE MARK NO. 1, A STANDARD
 DA1510'BRONZE REFERENCE DISK, IS 34.924 METERS (114.58
 DA1510'FEET) FROM STATION N 11 DEG 32 MIN E.  REFERENCE MARK
 DA1510'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 DA1510'6.492 METERS (21.30 FEET) FROM STATION S 55 DEG
 DA1510'25 MIN E.  THE AZIMUTH MARK IS ON THE RIDGE THAT EXTENDS SOUTHEAST
 DA1510'AND SOUTH FROM THE CREST ON WHICH THE STATION IS LOCATED
 DA1510'AND IS 15 FEET NORTHWEST OF A GENERAL LAND OFFICE PIPE STAMPED
 DA1510'P.I.R. 10M. 1929.  THE AZIMUTH MARK WAS STAMPED SIERRA DEL AJO
 DA1510'1920-1936.  IT IS ONE FOURTH MILE FROM STATION
 DA1510'S 45 DEG 33 MIN E.
 DA1510
 DA1510                          STATION RECOVERY (1962)
 DA1510
 DA1510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1510'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DA1510'STATION IS ON HIGHEST POINT OF SOUTH END OF MOUNTAIN AT ABOUT
 DA1510'SAME ELEVATION AS HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2259 ***********************************************************************
 CZ2259  DESIGNATION -  SIERRA PRIETA
 CZ2259  PID         -  CZ2259
 CZ2259  STATE/COUNTY-  AZ/PINAL
 CZ2259  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ2259
 CZ2259                         *CURRENT SURVEY CONTROL
 CZ2259  ___________________________________________________________________
 CZ2259* NAD 83(1992)-  32 32 44.90165(N)    111 53 21.74893(W)     ADJUSTED  
 CZ2259* NAVD 88     -      1008.7    (meters)    3309.     (feet)  VERTCON   
 CZ2259  ___________________________________________________________________
 CZ2259  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CZ2259  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ2259  HORZ ORDER  -  SECOND
 CZ2259
 CZ2259.The horizontal coordinates were established by classical geodetic methods
 CZ2259.and adjusted by the National Geodetic Survey in August 1993.
 CZ2259
 CZ2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2259
 CZ2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2259
 CZ2259.The geoid height was determined by GEOID03.
 CZ2259
 CZ2259;                    North         East     Units Scale Factor Converg.
 CZ2259;SPC AZ C     -   171,386.601   215,923.253   MT  0.99990008   +0 00 52.9
 CZ2259;SPC AZ C     -   562,292.00    708,409.62   iFT  0.99990008   +0 00 52.9
 CZ2259;UTM  12      - 3,601,285.470   416,493.831   MT  0.99968599   -0 28 42.6
 CZ2259
 CZ2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2259!SPC AZ C     -   0.99984643  x   0.99990008  =   0.99974652
 CZ2259!UTM  12      -   0.99984643  x   0.99968599  =   0.99953246
 CZ2259
 CZ2259:                Primary Azimuth Mark                     Grid Az
 CZ2259:SPC AZ C     -  PICACHO PEAK                             077 40 17.1
 CZ2259:UTM  12      -  PICACHO PEAK                             078 09 52.6
 CZ2259
 CZ2259|---------------------------------------------------------------------|
 CZ2259| PID    Reference Object                     Distance      Geod. Az  |
 CZ2259|                                                           dddmmss.s |
 CZ2259| CZ1943 PICACHO PEAK                        APPROX.46.9 KM 0774110.0 |
 CZ2259| CZ1999 SAWTOOTH                            APPROX.20.8 KM 1043504.2 |
 CZ2259| CG1128 BABOQUIVARI PEAK LOH CENTER         APPROX.90.3 KM 1620339.2 |
 CZ2259| CZ2015 SANTA ROSA                          APPROX.22.0 KM 1764851.8 |
 CZ2259| CH5436 SIERRA PRIETA RM                     17.810 METERS 19014     |
 CZ2259| DA1509 MONTEZUMA HEAD                      APPROX.89.1 KM 2364715.5 |
 CZ2259| DA1511 SPIRE NORTH OF SIERRA DEL AJO       APPROX.90.5 KM 2382054.2 |
 CZ2259|---------------------------------------------------------------------|
 CZ2259
 CZ2259                          SUPERSEDED SURVEY CONTROL
 CZ2259
 CZ2259  NAD 83(1986)-  32 32 44.89711(N)    111 53 21.75362(W) AD(       ) 2
 CZ2259  NAD 27      -  32 32 44.66500(N)    111 53 19.28800(W) AD(       ) 2
 CZ2259  NGVD 29 (07/19/86) 1008.1    (m)         3307.     (f) VERT ANG    3  
 CZ2259
 CZ2259.Superseded values are not recommended for survey control.
 CZ2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2259.See file dsdata.txt to determine how the superseded data were derived.
 CZ2259
 CZ2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1649401285(NAD 83)
 CZ2259_MARKER: DS = TRIANGULATION STATION DISK
 CZ2259_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2259
 CZ2259  HISTORY     - Date     Condition        Report By
 CZ2259  HISTORY     - 1920     MONUMENTED       CGS
 CZ2259  HISTORY     - 1972     GOOD             AZHD
 CZ2259
 CZ2259                          STATION DESCRIPTION
 CZ2259
 CZ2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 CZ2259'ON THE SIERRA PRIETA MOUNTAINS, ABOUT 30 MILES SOUTH OF CASA
 CZ2259'GRANDE AND 2 MILES WEST OF THE LAKE SHORE MINE.  TO REACH FROM
 CZ2259'THE MINE, GO NORTHEAST TOWARD SADDLE SOUTH OF HIGHEST POINT,
 CZ2259'FOLLOW UP SLIDE ROCK AND FOLLOW UP RIDGE TO NORTHWARD TO
 CZ2259'HIGHEST POINT.  MARKED BY A STANDARD BRONZE DISK.
 CZ2259'THE REFERENCE MARK, A STANDARD BRONZE REFERENCE
 CZ2259'DISK IS 17.81 METERS (58.4 FEET) FROM STATION
 CZ2259'S 10 DEG 14 MIN W.
 CZ2259
 CZ2259                          STATION RECOVERY (1972)
 CZ2259
 CZ2259'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CZ2259'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 CZ2259'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 CZ2259'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2289 ***********************************************************************
 CZ2289  DESIGNATION -  SIERRA S BASE
 CZ2289  PID         -  CZ2289
 CZ2289  STATE/COUNTY-  AZ/PINAL
 CZ2289  USGS QUAD   -  CHUICHU (1992)
 CZ2289
 CZ2289                         *CURRENT SURVEY CONTROL
 CZ2289  ___________________________________________________________________
 CZ2289* NAD 83(1992)-  32 50 08.69191(N)    111 46 27.22314(W)     ADJUSTED  
 CZ2289* NAVD 88     -       430.29   (+/-2cm)    1411.7    (feet)  VERTCON   
 CZ2289  ___________________________________________________________________
 CZ2289  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CZ2289  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ2289  HORZ ORDER  -  THIRD
 CZ2289  VERT ORDER  -  THIRD ? (See Below)
 CZ2289
 CZ2289.The horizontal coordinates were established by classical geodetic methods
 CZ2289.and adjusted by the National Geodetic Survey in August 1993.
 CZ2289
 CZ2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2289.The vertical order pertains to the NGVD 29 superseded value.
 CZ2289
 CZ2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2289
 CZ2289.The geoid height was determined by GEOID03.
 CZ2289
 CZ2289;                    North         East     Units Scale Factor Converg.
 CZ2289;SPC AZ C     -   203,546.285   226,694.572   MT  0.99990219   +0 04 38.0
 CZ2289;SPC AZ C     -   667,802.77    743,748.60   iFT  0.99990219   +0 04 38.0
 CZ2289;UTM  12      - 3,633,343.634   427,540.156   MT  0.99966474   -0 25 11.4
 CZ2289
 CZ2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2289!SPC AZ C     -   0.99993719  x   0.99990219  =   0.99983939
 CZ2289!UTM  12      -   0.99993719  x   0.99966474  =   0.99960195
 CZ2289
 CZ2289                          SUPERSEDED SURVEY CONTROL
 CZ2289
 CZ2289  NAD 83(1986)-  32 50 08.68625(N)    111 46 27.22407(W) AD(       ) 3
 CZ2289  NAD 27      -  32 50 08.48800(N)    111 46 24.75680(W) AD(       ) 3
 CZ2289  NGVD 29 (07/19/86)  429.68   (m)         1409.7    (f) LEVELING    3  
 CZ2289
 CZ2289.Superseded values are not recommended for survey control.
 CZ2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2289.See file dsdata.txt to determine how the superseded data were derived.
 CZ2289
 CZ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2754033344(NAD 83)
 CZ2289_MARKER: DS = TRIANGULATION STATION DISK
 CZ2289_SETTING: 0 = UNSPECIFIED SETTING
 CZ2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2289
 CZ2289  HISTORY     - Date     Condition        Report By
 CZ2289  HISTORY     - 1960     MONUMENTED       CGS
 CZ2289  HISTORY     - 1971     MARK NOT FOUND   NGS
 CZ2289  HISTORY     - 1973     MARK NOT FOUND   NGS
 CZ2289  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ2289
 CZ2289                          STATION DESCRIPTION
 CZ2289
 CZ2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ2289'STATION IS LOCATED ON THE EAST SIDE OF A NORTH-SOUTH SECTION
 CZ2289'LINE ROAD, ABOUT 3 MILES SOUTH AND 1-1/2 MILES WEST OF CASA GRANDE,
 CZ2289'NEAR THE LINE BETWEEN SECTIONS 1 AND 6, R 6 E, T 7 S.
 CZ2289'
 CZ2289'REACHED FROM THE POST OFFICE IN CASA GRANDE BY GOING WESTERLY
 CZ2289'ON STATE HIGHWAY 84 FOR 1.5 MILES TO CROSSROADS, TURN LEFT,
 CZ2289'SOUTH, AND FOLLOW GRAVEL ROAD FOR 2.4 MILES TO A WOODEN BRIDGE,
 CZ2289'CONTINUE SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO THE STATION
 CZ2289'ON THE LEFT JUST BEFORE CROSSING A CANAL.
 CZ2289'
 CZ2289'STATION MARK IS A STANDARD DISK, STAMPED SIERRA S BASE 1960,
 CZ2289'CEMENTED IN THE TOP OF A 3-INCH SOIL PIPE FILLED WITH CEMENT
 CZ2289'AND REINFORCED WITH A STEEL FENCE POST DRIVEN IN THE CENTER,
 CZ2289'AND PROJECTS 16 INCHES.  IT IS 31 FEET NORTH OF THE NORTH
 CZ2289'EDGE OF THE CANAL, 29 FEET EAST OF THE CENTER OF THE GRAVEL
 CZ2289'ROAD, 6 FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 3 FEET WEST
 CZ2289'OF A GATE POST WHICH IS ALSO A FENCE CORNER POST.
 CZ2289'
 CZ2289'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 CZ2289'
 CZ2289'TRAVERSE WAS MADE FROM SIERRA N BASE TO SIERRA S BASE, AND
 CZ2289'THE DISTANCE WAS FOUND TO BE 2,713.094 FEET.
 CZ2289
 CZ2289                          STATION RECOVERY (1971)
 CZ2289
 CZ2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2289'THE STATION WAS FOUND TO BE DESTROYED.
 CZ2289'
 CZ2289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CZ2289'SOUTH-SOUTHWEST OF CASA GRANDE.
 CZ2289
 CZ2289                          STATION RECOVERY (1973)
 CZ2289
 CZ2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ2289'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE MARK IS
 CZ2289'BELIEVED DESTROYED BY CONSTRUCTION ALONG AN IRRIGATION DITCH.
 CZ2289'
 CZ2289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 CZ2289'SOUTHWEST OF CASA GRANDE
 CZ2289
 CZ2289                          STATION RECOVERY (2008)
 CZ2289
 CZ2289'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2289'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ2289'MARK. HEAVY EARTHMOVING MACHINERY HAS BEEN ACTIVE AT THE DESCRIBED
 CZ2289'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1191 ***********************************************************************
 CG1191  DESIGNATION -  SIERRAIR
 CG1191  PID         -  CG1191
 CG1191  STATE/COUNTY-  AZ/COCHISE
 CG1191  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1191
 CG1191                         *CURRENT SURVEY CONTROL
 CG1191  ___________________________________________________________________
 CG1191* NAD 83(1992)-  31 35 30.76435(N)    110 19 45.54440(W)     ADJUSTED  
 CG1191* NAVD 88     -      1394.0    (meters)    4573.     (feet)  VERTCON   
 CG1191  ___________________________________________________________________
 CG1191  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CG1191  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CG1191  HORZ ORDER  -  SECOND
 CG1191
 CG1191.This mark is at Libby Aaf-Sierra Vista Mun Airport (FHU)
 CG1191
 CG1191.The horizontal coordinates were established by classical geodetic methods
 CG1191.and adjusted by the National Geodetic Survey in August 1993.
 CG1191
 CG1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1191
 CG1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1191
 CG1191.The geoid height was determined by GEOID03.
 CG1191
 CG1191;                    North         East     Units Scale Factor Converg.
 CG1191;SPC AZ E     -    65,629.243   197,924.421   MT  0.99990294   -0 05 06.7
 CG1191;SPC AZ E     -   215,319.04    649,358.34   iFT  0.99990294   -0 05 06.7
 CG1191;UTM  12      - 3,495,395.109   563,629.167   MT  0.99964993   +0 21 04.9
 CG1191
 CG1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1191!SPC AZ E     -   0.99978555  x   0.99990294  =   0.99968852
 CG1191!UTM  12      -   0.99978555  x   0.99964993  =   0.99943556
 CG1191
 CG1191:                Primary Azimuth Mark                     Grid Az
 CG1191:SPC AZ E     -  SIERRAIR AZ MK                           275 36 14.7
 CG1191:UTM  12      -  SIERRAIR AZ MK                           275 10 03.1
 CG1191
 CG1191|---------------------------------------------------------------------|
 CG1191| PID    Reference Object                     Distance      Geod. Az  |
 CG1191|                                                           dddmmss.s |
 CG1191| CG1192 SIERRAIR AZ MK                      493.578 METERS 2753108.0 |
 CG1191| CS6158 SIERRAIR RM 2                        12.152 METERS 28243     |
 CG1191|---------------------------------------------------------------------|
 CG1191
 CG1191                          SUPERSEDED SURVEY CONTROL
 CG1191
 CG1191  NAD 83(1986)-  31 35 30.75587(N)    110 19 45.53608(W) AD(       ) 2
 CG1191  NGVD 29 (06/28/91) 1393.1    (m)         4571.     (f) VERT ANG    3  
 CG1191
 CG1191.Superseded values are not recommended for survey control.
 CG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1191.See file dsdata.txt to determine how the superseded data were derived.
 CG1191
 CG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6362995395(NAD 83)
 CG1191_MARKER: DS = TRIANGULATION STATION DISK
 CG1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1191+STABILITY: SURFACE MOTION
 CG1191
 CG1191  HISTORY     - Date     Condition        Report By
 CG1191  HISTORY     - 1986     MONUMENTED       AZDT
 CG1191  HISTORY     - 19981001 GOOD             USPSQD
 CG1191
 CG1191                          STATION DESCRIPTION
 CG1191
 CG1191'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1191'THE STATION IS LOCATED 4 MILES NORTHWEST OF SIERRA VISTA AND ABOUT 1/4
 CG1191'MILE EAST OF LIBBY FIELD.
 CG1191'
 CG1191'THE STATION MARK IS AN AZDT DISK STAMPED---SIERRAIR 1986---.  IT IS
 CG1191'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 158 FEET WEST
 CG1191'OF POWER POLE 93021 WHICH IS IN THE ROAD FORK, 76 FEET SOUTH OF THE
 CG1191'CENTER LINE OF AIRPORT ROAD, 22 FEET SOUTH OF THE RIGHT OF WAY FENCE
 CG1191'AND 3 FEET SOUTH OF THE WITNESS POST.
 CG1191'
 CG1191'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SIERRAIR RM 1 1986---.  IT
 CG1191'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 15 FEET
 CG1191'SOUTH OF THE RIGHT OF WAY FENCE.
 CG1191'
 CG1191'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SIERRAIR RM 2 1986---.  IT
 CG1191'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 13 FEET
 CG1191'SOUTH OF THE RIGHT OF WAY FENCE.
 CG1191'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---SIERRAIR AZ 1986---.  IT IS
 CG1191'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 95 FEET
 CG1191'NORTHWEST OF THE SOUTHWEST CORNER OF THE AIRPORT PARKING LOT,  62 FEET
 CG1191'WEST OF THE WEST EDGE OF THE AIRPORT PARKING LOT, 3 FEET SOUTH OF THE
 CG1191'WITNESS POST AND 2-1/2 FEET EAST OF THE RIGHT OF WAY FENCE.
 CG1191'
 CG1191'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL WEST
 CG1191'ALONG FRY BLVD FOR 0.85 MILE TO GARDEN AVENUE.  TURN RIGHT ALONG
 CG1191'GARDEN AVENUE FOR 1.5 MILES TO STATE ROUTE 90.  TRAVEL NORTHWEST ALONG
 CG1191'SR 90 FOR 1.5 MILES TO SIERRA VISTA AIRPORT ROAD ON THE LEFT.  TURN
 CG1191'LEFT AND TRAVEL SOUTHWEST FOR 0.4 MILE TO THE STATION ON THE LEFT
 CG1191'ABOUT 5 FEET HIGHER THAN THE ROAD.
 CG1191'
 CG1191'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL WEST ALONG THE
 CG1191'AIRPORT ROAD FOR 0.35 MILE TO THE WEST SIDE OF THE AIRPORT PARKING LOT
 CG1191'AND THE MARK AT THE WEST FENCE LINE.
 CG1191
 CG1191                          STATION RECOVERY (1998)
 CG1191
 CG1191'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1138 ***********************************************************************
 DA1138  DESIGNATION -  SIGMA
 DA1138  PID         -  DA1138
 DA1138  STATE/COUNTY-  AZ/YUMA
 DA1138  USGS QUAD   -  TACNA (1982)
 DA1138
 DA1138                         *CURRENT SURVEY CONTROL
 DA1138  ___________________________________________________________________
 DA1138* NAD 83(2007)-  32 42 02.00132(N)    113 55 41.82678(W)     ADJUSTED  
 DA1138* NAVD 88     -       106.120  (meters)     348.16   (feet)  ADJUSTED  
 DA1138  ___________________________________________________________________
 DA1138  EPOCH DATE  -        2007.00
 DA1138  X           -  -2,179,068.137 (meters)                     COMP
 DA1138  Y           -  -4,910,800.224 (meters)                     COMP
 DA1138  Z           -   3,426,099.688 (meters)                     COMP
 DA1138  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DA1138  ELLIP HEIGHT-          73.112 (meters)          (02/10/07) ADJUSTED
 DA1138  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA1138  DYNAMIC HT  -         105.997 (meters)     347.76  (feet)  COMP
 DA1138
 DA1138  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DA1138  Type    PID    Designation                      North   East  Ellip
 DA1138  -------------------------------------------------------------------
 DA1138  NETWORK DA1138 SIGMA                             0.41   0.35   1.35
 DA1138  -------------------------------------------------------------------
 DA1138  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DA1138
 DA1138  VERT ORDER  -  FIRST     CLASS II
 DA1138
 DA1138.The horizontal coordinates were established by GPS observations
 DA1138.and adjusted by the National Geodetic Survey in February 2007.
 DA1138
 DA1138.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DA1138.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DA1138.The horizontal coordinates are valid at the epoch date displayed above.
 DA1138.The epoch date for horizontal control is a decimal equivalence
 DA1138.of Year/Month/Day.
 DA1138
 DA1138.The orthometric height was determined by differential leveling
 DA1138.and adjusted in June 1991.
 DA1138
 DA1138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DA1138
 DA1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1138
 DA1138.The ellipsoidal height was determined by GPS observations
 DA1138.and is referenced to NAD 83.
 DA1138
 DA1138.The geoid height was determined by GEOID03.
 DA1138
 DA1138.The dynamic height is computed by dividing the NAVD 88
 DA1138.geopotential number by the normal gravity value computed on the
 DA1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1138.degrees latitude (g = 980.6199 gals.).
 DA1138
 DA1138.The modeled gravity was interpolated from observed gravity values.
 DA1138
 DA1138;                    North         East     Units Scale Factor Converg.
 DA1138;SPC AZ W     -   188,566.313   196,643.723   MT  0.99993678   -0 05 46.7
 DA1138;SPC AZ W     -   618,655.88    645,156.57   iFT  0.99993678   -0 05 46.7
 DA1138;UTM  12      - 3,621,883.241   225,481.377   MT  1.00052936   -1 34 58.8
 DA1138;UTM  11      - 3,622,264.097   787,970.022   MT  1.00062268   +1 39 38.3
 DA1138
 DA1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1138!SPC AZ W     -   0.99998852  x   0.99993678  =   0.99992530
 DA1138!UTM  12      -   0.99998852  x   1.00052936  =   1.00051788
 DA1138!UTM  11      -   0.99998852  x   1.00062268  =   1.00061119
 DA1138
 DA1138|---------------------------------------------------------------------|
 DA1138| PID    Reference Object                     Distance      Geod. Az  |
 DA1138|                                                           dddmmss.s |
 DA1138| DA1137 SIGMA RM 1                           18.430 METERS 08642     |
 DA1138| DA1198 GAEL RM 4                           APPROX. 2.6 KM 2600437.8 |
 DA1138| DA1139 SIGMA RM 2                           19.559 METERS 26031     |
 DA1138|---------------------------------------------------------------------|
 DA1138
 DA1138                          SUPERSEDED SURVEY CONTROL
 DA1138
 DA1138  NAD 83(1992)-  32 42 02.00026(N)    113 55 41.82693(W) AD(       ) A
 DA1138  ELLIP H (01/27/00)   73.137  (m)                       GP(       ) 1 1
 DA1138  NAD 83(1992)-  32 42 02.00104(N)    113 55 41.82643(W) AD(       ) 2
 DA1138  NAD 83(1986)-  32 42 01.99799(N)    113 55 41.83274(W) AD(       ) 2
 DA1138  NAD 27      -  32 42 01.82670(N)    113 55 39.08400(W) AD(       ) 2
 DA1138  NAVD 88 (01/27/00)  106.12   (m)          348.2    (f) LEVELING    3  
 DA1138  NGVD 29 (??/??/92)  105.446  (m)          345.95   (f) ADJ UNCH    1 2
 DA1138
 DA1138.Superseded values are not recommended for survey control.
 DA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1138.See file dsdata.txt to determine how the superseded data were derived.
 DA1138
 DA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2548121883(NAD 83)
 DA1138_MARKER: DE = TRAVERSE STATION DISK
 DA1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1138_STAMPING: SIGMA 1960
 DA1138_MARK LOGO: CGS   
 DA1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1138+STABILITY: SURFACE MOTION
 DA1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1138+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1138
 DA1138  HISTORY     - Date     Condition        Report By
 DA1138  HISTORY     - 1960     MONUMENTED       NGS
 DA1138  HISTORY     - 1960     GOOD             CGS
 DA1138  HISTORY     - 1981     GOOD             NGS
 DA1138  HISTORY     - 1981     GOOD             NGS
 DA1138  HISTORY     - 1981     GOOD             NGS
 DA1138  HISTORY     - 19981120 GOOD             AZ-013
 DA1138  HISTORY     - 20000425 GOOD             MCDOT
 DA1138  HISTORY     - 20070910 GOOD             ENTEL
 DA1138  HISTORY     - 20090206 GOOD             GEOCAC
 DA1138
 DA1138                          STATION DESCRIPTION
 DA1138
 DA1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 (WWH)
 DA1138'THE STATION IS 1.6 MILES EASTERLY ALONG U.S. HIGHWAY 80
 DA1138'FROM THE TACNA POST OFFICE, 93.5 FEET SOUTH OF THE CENTER
 DA1138'LINE OF U.S. HIGHWAY 80, 77 FEET NORTHWEST OF THE NORTH ONE
 DA1138'OF TWO SIGNAL BLOCKS, 57 FEET NORTH OF THE CENTER LINE OF
 DA1138'THE SOUTHERN PACIFIC RAILROAD, AND 5 FEET SOUTH OF A METAL
 DA1138'WITNESS POST WITH SIGN ATTACHED.  THE STATION AND REFERENCE
 DA1138'MARKS ARE SET ON THE APPROXIMATE SOUTH HIGHWAY RIGHT OF WAY
 DA1138'LINE.
 DA1138'
 DA1138'THE STATION, WITH UNDERGROUND MARK, STAMPED SIGMA 1960 IS
 DA1138'A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DA1138'PROJECTING 2 INCHES.
 DA1138'
 DA1138'REFERENCE MARK 1, STAMPED SIGMA NO 1 1960, IS A STANDARD DISK
 DA1138'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 2 FEET
 DA1138'NORTH OF A TELEGRAPH POLE AND ABOUT 2 FEET LOWER THAN THE
 DA1138'STATION MARK.
 DA1138'
 DA1138'REFERENCE MARK 2, STAMPED SIGMA NO 2 1960, IS A STANDARD
 DA1138'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 DA1138'ABOUT LEVEL WITH THE STATION MARK.
 DA1138'
 DA1138'A 2-WHEEL DRIVE STATION.
 DA1138
 DA1138                          STATION RECOVERY (1960)
 DA1138
 DA1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA1138'1.6 MI E FROM TACNA.
 DA1138'1.6 MILES EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT TACNA, 93
 DA1138'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 77 FEET NORTHWEST OF THE
 DA1138'NORTH ONE OF TWO BLOCK SIGNALS, 64.17 FEET EAST OF R.M. 2, 60.46 FEET
 DA1138'WEST OF R.M. 1, 57 FEET NORTH OF THE CENTERLINE OF THE RAILROAD
 DA1138'TRACKS, 5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 DA1138'CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES.
 DA1138
 DA1138                          STATION RECOVERY (1981)
 DA1138
 DA1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1138'RECOVERED IN GOOD CONDITION.
 DA1138
 DA1138                          STATION RECOVERY (1981)
 DA1138
 DA1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1138'RECOVERED IN GOOD CONDITION.
 DA1138
 DA1138                          STATION RECOVERY (1981)
 DA1138
 DA1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1138'RECOVERED IN GOOD CONDITION.
 DA1138
 DA1138                          STATION RECOVERY (1998)
 DA1138
 DA1138'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (SR)
 DA1138'RECOVERED AS DESCRIBED.
 DA1138
 DA1138                          STATION RECOVERY (2000)
 DA1138
 DA1138'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DA1138'RECOVERED AS DESCRIBED
 DA1138'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DA1138'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 DA1138
 DA1138                          STATION RECOVERY (2007)
 DA1138
 DA1138'RECOVERY NOTE BY ENTELLUS INC 2007 (JLR)
 DA1138'RECOVERED IN GOOD CONDITION.
 DA1138
 DA1138                          STATION RECOVERY (2009)
 DA1138
 DA1138'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1138'RECOVERED STATION SIGMA ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DA1138'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1137 ***********************************************************************
 DA1137  DESIGNATION -  SIGMA RM 1
 DA1137  PID         -  DA1137
 DA1137  STATE/COUNTY-  AZ/YUMA
 DA1137  USGS QUAD   -  TACNA (1982)
 DA1137
 DA1137                         *CURRENT SURVEY CONTROL
 DA1137  ___________________________________________________________________
 DA1137* NAD 83(1986)-  32 42 01.     (N)    113 55 42.     (W)     SCALED    
 DA1137* NAVD 88     -       105.316  (meters)     345.52   (feet)  ADJUSTED  
 DA1137  ___________________________________________________________________
 DA1137  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA1137  DYNAMIC HT  -         105.194 (meters)     345.12  (feet)  COMP
 DA1137  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DA1137
 DA1137  VERT ORDER  -  FIRST     CLASS II
 DA1137
 DA1137.The horizontal coordinates were scaled from a topographic map and have
 DA1137.an estimated accuracy of +/- 6 seconds.
 DA1137
 DA1137.The orthometric height was determined by differential leveling
 DA1137.and adjusted in June 1991.
 DA1137
 DA1137.The geoid height was determined by GEOID03.
 DA1137
 DA1137.The dynamic height is computed by dividing the NAVD 88
 DA1137.geopotential number by the normal gravity value computed on the
 DA1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1137.degrees latitude (g = 980.6199 gals.).
 DA1137
 DA1137.The modeled gravity was interpolated from observed gravity values.
 DA1137
 DA1137;                    North         East    Units  Estimated Accuracy
 DA1137;SPC AZ W     -   188,540.      196,640.      MT  (+/- 180 meters Scaled)
 DA1137
 DA1137                          SUPERSEDED SURVEY CONTROL
 DA1137
 DA1137  NGVD 29 (??/??/92)  104.642  (m)          343.31   (f) ADJ UNCH    1 2
 DA1137
 DA1137.Superseded values are not recommended for survey control.
 DA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1137.See file dsdata.txt to determine how the superseded data were derived.
 DA1137
 DA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB254218(NAD 83)
 DA1137_MARKER: DR = REFERENCE MARK DISK
 DA1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1137_STAMPING: SIGMA NO 1 1960
 DA1137_MARK LOGO: CGS   
 DA1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1137+STABILITY: SURFACE MOTION
 DA1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1137+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1137
 DA1137  HISTORY     - Date     Condition        Report By
 DA1137  HISTORY     - 1960     MONUMENTED       CGS
 DA1137  HISTORY     - 1981     GOOD             NGS
 DA1137  HISTORY     - 1981     GOOD             NGS
 DA1137  HISTORY     - 1981     GOOD             NGS
 DA1137  HISTORY     - 20090206 GOOD             GEOCAC
 DA1137
 DA1137                          STATION DESCRIPTION
 DA1137
 DA1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1137'1.6 MI E FROM TACNA.
 DA1137'1.6 MILES EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT TACNA, 60.46
 DA1137'FEET EAST OF THE STATION MARK, 2 FEET NORTH OF A TELEPHONE POLE, SET
 DA1137'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DA1137
 DA1137                          STATION RECOVERY (1981)
 DA1137
 DA1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1137'RECOVERED IN GOOD CONDITION.
 DA1137
 DA1137                          STATION RECOVERY (1981)
 DA1137
 DA1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1137'RECOVERED IN GOOD CONDITION.
 DA1137
 DA1137                          STATION RECOVERY (1981)
 DA1137
 DA1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1137'RECOVERED IN GOOD CONDITION.
 DA1137
 DA1137                          STATION RECOVERY (2009)
 DA1137
 DA1137'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1139 ***********************************************************************
 DA1139  DESIGNATION -  SIGMA RM 2
 DA1139  PID         -  DA1139
 DA1139  STATE/COUNTY-  AZ/YUMA
 DA1139  USGS QUAD   -  TACNA (1982)
 DA1139
 DA1139                         *CURRENT SURVEY CONTROL
 DA1139  ___________________________________________________________________
 DA1139* NAD 83(1986)-  32 42 01.     (N)    113 55 42.     (W)     SCALED    
 DA1139* NAVD 88     -       106.019  (meters)     347.83   (feet)  ADJUSTED  
 DA1139  ___________________________________________________________________
 DA1139  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA1139  DYNAMIC HT  -         105.896 (meters)     347.43  (feet)  COMP
 DA1139  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DA1139
 DA1139  VERT ORDER  -  FIRST     CLASS II
 DA1139
 DA1139.The horizontal coordinates were scaled from a topographic map and have
 DA1139.an estimated accuracy of +/- 6 seconds.
 DA1139
 DA1139.The orthometric height was determined by differential leveling
 DA1139.and adjusted in June 1991.
 DA1139
 DA1139.The geoid height was determined by GEOID03.
 DA1139
 DA1139.The dynamic height is computed by dividing the NAVD 88
 DA1139.geopotential number by the normal gravity value computed on the
 DA1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1139.degrees latitude (g = 980.6199 gals.).
 DA1139
 DA1139.The modeled gravity was interpolated from observed gravity values.
 DA1139
 DA1139;                    North         East    Units  Estimated Accuracy
 DA1139;SPC AZ W     -   188,540.      196,640.      MT  (+/- 180 meters Scaled)
 DA1139
 DA1139                          SUPERSEDED SURVEY CONTROL
 DA1139
 DA1139  NGVD 29 (??/??/92)  105.348  (m)          345.63   (f) ADJ UNCH    1 2
 DA1139
 DA1139.Superseded values are not recommended for survey control.
 DA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1139.See file dsdata.txt to determine how the superseded data were derived.
 DA1139
 DA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB254218(NAD 83)
 DA1139_MARKER: DR = REFERENCE MARK DISK
 DA1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1139_STAMPING: SIGMA NO 2 1960
 DA1139_MARK LOGO: CGS   
 DA1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1139+STABILITY: SURFACE MOTION
 DA1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1139+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1139
 DA1139  HISTORY     - Date     Condition        Report By
 DA1139  HISTORY     - 1960     MONUMENTED       CGS
 DA1139  HISTORY     - 1981     GOOD             NGS
 DA1139  HISTORY     - 1981     GOOD             NGS
 DA1139  HISTORY     - 1981     GOOD             NGS
 DA1139  HISTORY     - 20090206 GOOD             GEOCAC
 DA1139
 DA1139                          STATION DESCRIPTION
 DA1139
 DA1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1139'1.6 MI E FROM TACNA.
 DA1139'1.6 MILES EAST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT TACNA, 64.17
 DA1139'FEET WEST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST
 DA1139'PROJECTING 4 INCHES.
 DA1139
 DA1139                          STATION RECOVERY (1981)
 DA1139
 DA1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1139'RECOVERED IN GOOD CONDITION.
 DA1139
 DA1139                          STATION RECOVERY (1981)
 DA1139
 DA1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1139'RECOVERED IN GOOD CONDITION.
 DA1139
 DA1139                          STATION RECOVERY (1981)
 DA1139
 DA1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1139'RECOVERED IN GOOD CONDITION.
 DA1139
 DA1139                          STATION RECOVERY (2009)
 DA1139
 DA1139'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0534 ***********************************************************************
 FR0534  DESIGNATION -  SIGN
 FR0534  PID         -  FR0534
 FR0534  STATE/COUNTY-  AZ/MOHAVE
 FR0534  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0534
 FR0534                         *CURRENT SURVEY CONTROL
 FR0534  ___________________________________________________________________
 FR0534* NAD 83(1992)-  35 12 08.55458(N)    113 58 29.79755(W)     ADJUSTED  
 FR0534* NAVD 88     -      1122.867  (meters)    3683.94   (feet)  POSTED    
 FR0534  ___________________________________________________________________
 FR0534  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 FR0534  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FR0534  DYNAMIC HT  -        1121.520 (meters)    3679.52  (feet)  COMP
 FR0534  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 FR0534
 FR0534  HORZ ORDER  -  SECOND
 FR0534  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0534
 FR0534.The horizontal coordinates were established by classical geodetic methods
 FR0534.and adjusted by the National Geodetic Survey in August 1993.
 FR0534
 FR0534.The orthometric height was determined by differential leveling
 FR0534.and adjusted by the  in 1992.
 FR0534.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0534.rate of 0.0 thru 1.0 mm/km.
 FR0534
 FR0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0534
 FR0534.The geoid height was determined by GEOID03.
 FR0534
 FR0534.The dynamic height is computed by dividing the NAVD 88
 FR0534.geopotential number by the normal gravity value computed on the
 FR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0534.degrees latitude (g = 980.6199 gals.).
 FR0534
 FR0534.The modeled gravity was interpolated from observed gravity values.
 FR0534
 FR0534;                    North         East     Units Scale Factor Converg.
 FR0534;SPC AZ W     -   466,062.800   192,877.330   MT  0.99993850   -0 07 46.8
 FR0534;SPC AZ W     - 1,529,077.43    632,799.64   iFT  0.99993850   -0 07 46.8
 FR0534;UTM  12      - 3,899,541.678   229,160.391   MT  1.00050412   -1 42 57.6
 FR0534;UTM  11      - 3,899,679.554   775,403.281   MT  1.00053485   +1 44 41.8
 FR0534
 FR0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0534!SPC AZ W     -   0.99982820  x   0.99993850  =   0.99976671
 FR0534!UTM  12      -   0.99982820  x   1.00050412  =   1.00033224
 FR0534!UTM  11      -   0.99982820  x   1.00053485  =   1.00036296
 FR0534
 FR0534:                Primary Azimuth Mark                     Grid Az
 FR0534:SPC AZ W     -  KINGMAN MUN APT CONTROL TOWER            024 04 34.4
 FR0534:UTM  12      -  KINGMAN MUN APT CONTROL TOWER            025 39 45.2
 FR0534:UTM  11      -  KINGMAN MUN APT CONTROL TOWER            022 12 05.8
 FR0534
 FR0534|---------------------------------------------------------------------|
 FR0534| PID    Reference Object                     Distance      Geod. Az  |
 FR0534|                                                           dddmmss.s |
 FR0534| FR0978 KINGMAN MUN APT CONTROL TOWER       APPROX. 6.8 KM 0235647.6 |
 FR0534| FR0979 KINGMAN MUN AIRPORT BEACON          APPROX. 7.1 KM 0244932.7 |
 FR0534| FR0535 SIGN RM 1                             7.287 METERS 07905     |
 FR0534| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX. 4.2 KM 2520332.1 |
 FR0534| FR0533 SIGN RM 2                             6.603 METERS 25709     |
 FR0534| FR0532 SIGN AZ MK                                         2585621.8 |
 FR0534|---------------------------------------------------------------------|
 FR0534
 FR0534                          SUPERSEDED SURVEY CONTROL
 FR0534
 FR0534  NAD 83(1986)-  35 12 08.55193(N)    113 58 29.79535(W) AD(       ) 2
 FR0534  NAD 27      -  35 12 08.56180(N)    113 58 26.97930(W) AD(       ) 2
 FR0534  NGVD 29 (??/??/92) 1122.055  (m)         3681.28   (f) ADJ UNCH    2 0
 FR0534
 FR0534.Superseded values are not recommended for survey control.
 FR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0534.See file dsdata.txt to determine how the superseded data were derived.
 FR0534
 FR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2916099542(NAD 83)
 FR0534_MARKER: DE = TRAVERSE STATION DISK
 FR0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0534_STAMPING: SIGN 1961
 FR0534_MARK LOGO: CGS   
 FR0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0534+STABILITY: SURFACE MOTION
 FR0534
 FR0534  HISTORY     - Date     Condition        Report By
 FR0534  HISTORY     - 1961     MONUMENTED       CGS
 FR0534  HISTORY     - 1962     GOOD             NGS
 FR0534  HISTORY     - 1968     GOOD             AZHD
 FR0534  HISTORY     - 1971     GOOD             AZHD
 FR0534  HISTORY     - 1982     GOOD             NGS
 FR0534
 FR0534                          STATION DESCRIPTION
 FR0534
 FR0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0534'STATION IS LOCATED ABOUT 5.0 MILES EAST-NORTHEAST OF KINGMAN AND
 FR0534'ON ROAD RIGHT-OF-WAY OF STATE ROUTE 93 AT ROAD SIGN (PHOENIX
 FR0534'184--TUCSON 308).
 FR0534'
 FR0534'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0534'93 IN THE NORTHEAST EDGE OF KINGMAN, GO EASTERLY ON STATE
 FR0534'ROUTE 93 FOR 1.75 MILES TO MILE POST 75, CONTINUE EASTERLY
 FR0534'ON STATE ROUTE 93 FOR 0.5 MILE TO AZIMUTH MARK ON LEFT,
 FR0534'CONTINUE EASTERLY ON STATE ROUTE 93 FOR 0.5 MILE TO MILE POST
 FR0534'76, CONTINUE EASTERLY FOR 0.2 MILE TO ROAD SIGN AND STATION
 FR0534'ON RIGHT.
 FR0534'
 FR0534'STATION MARK, A STANDARD TRAVERSE DISK STAMPED SIGN 1961, IS
 FR0534'SET ON THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0534'PROJECTS ABOUT 3 INCHES.  THE MARK IS 31 FEET SOUTH OF THE
 FR0534'CENTER OF STATE ROUTE 93, 3 FEET SOUTH OF THE SOUTH END OF ROAD
 FR0534'SIGN AND 2 FEET NORTH OF THE WITNESS POST AND FENCE.
 FR0534'
 FR0534'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SIGN NO
 FR0534'1 1961, IS SET ON TOP OF A 11 INCH SQUARE CONCRETE POST
 FR0534'WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS 31 FEET SOUTH OF
 FR0534'CENTER OF STATE ROUTE 93, 25 FEET EAST-SOUTHEAST OF CENTER OF
 FR0534'ROAD SIGN, 24.2 FEET EAST OF THE WITNESS POST AND 2 FEET NORTH
 FR0534'OF THE FENCE.
 FR0534'
 FR0534'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SIGN NO
 FR0534'2 1961, IS SET ON TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0534'PROJECTS ABOUT 5 INCHES.  THE MARK IS 31 FEET SOUTH OF
 FR0534'CENTER OF STATE ROUTE 93, 22.5 FEET WEST-SOUTHWEST OF CENTER
 FR0534'OF ROAD SIGN, 21.5 FEET WEST OF WITNESS POST AND 2 FEET
 FR0534'NORTH OF THE FENCE.
 FR0534'
 FR0534'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED SIGN 1961,
 FR0534'IS SET ON THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0534'PROJECTS ABOUT 5 INCHES.  THE MARK IS 33 FEET NORTH OF THE
 FR0534'CENTER OF STATE ROUTE 93, 2.1 FEET EAST OF THE WITNESS POST
 FR0534'AND 1 FOOT SOUTH OF FENCE.
 FR0534'
 FR0534'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0534
 FR0534                          STATION RECOVERY (1962)
 FR0534
 FR0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0534'3.2 MI E FROM KINGMAN.
 FR0534'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0534'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, ABOUT 0.15 MILE EAST
 FR0534'OF MILEPOST 76, AND AT A HIGHWAY SIGN (PHOENIX 184-TUCSON 308), 31
 FR0534'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, 3
 FR0534'FEET SOUTH OF THE HIGHWAY SIGN, 1.9 FEET NORTH OF A METAL WITNESS
 FR0534'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 FR0534'OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0534
 FR0534                          STATION RECOVERY (1968)
 FR0534
 FR0534'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0534'GENERAL LOCATION THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK
 FR0534'WERE RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION IS ADEQUATE.
 FR0534
 FR0534                          STATION RECOVERY (1971)
 FR0534
 FR0534'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0534'GENERAL LOCATION ABOUT 5 MILES NORTHEASTERLY OF THE TOWN OF KINGMAN,
 FR0534'ABOUT 30 FEET SOUTHERLY OF THE CENTERLINE OF AN ABANDONED HIGHWAY.
 FR0534'TO REACH FROM HUALAPAI MOUNTAIN OVERPASS. LOCATED EASTERLY OF
 FR0534'MILEPOST 59, INT. 40, SOUTHTERLY ON THE OVERPASS ROAD FOR 0.2 MILES
 FR0534'TO A STEEL GATE ON THE RIGHT. THROUGH THE GATE AND WESTERLY, ROUGHLY
 FR0534'PARALLELING THE INT. R/W FENCE, PASSING MILE POST 59 AT 0.85 MILES,
 FR0534'UNTIL REACHING AN ABANDONED ROAD AT 1.7 MILES, CONTINUE ON THE
 FR0534'ABANDONED ROAD FOR 2.7 MILES, AND TO THE STATION ON THE LEFT.
 FR0534'CONTINUE ON THE ABANDONED ROAD FOR ABOUT 0.7 MILES AND TO THE STATION
 FR0534'ON THE RIGHT.  THE STATION IS A STANDARD USC AND GS TRIANGULATION
 FR0534'BRASS CAP, SET IN THE TOP OF AN ELEVEN INCH CONCRETE POST UP 0.3
 FR0534'FEET STAMPED, SIGN 1961 AND ABOUT 30 FEET SOUTH OF THE CENTERLINE
 FR0534'OF AN ABANDONED HIGHWAY.  R. M. 1 IS A STANDARD USC AND GS
 FR0534'REFERENCE MARK BRASS CAP, SAT IN AN 11 INCH SQUARE CONCRETE
 FR0534'POST, UP 0.35 FEET, STAMPED SIGN NO 1 1961, EAST OF THE MAIN
 FR0534'STATION AND SOUTH OF THE CENTERLINE OF AN ABANDONED ROAD.  R. M. 2
 FR0534'IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN THE TOP OF
 FR0534'AN 11 INCH SQUARE CONCRETE POST, UP 0.5, FEET STAMPED, SIGN NO 2
 FR0534'1962, WEST OF THE MAIN STATION ON SOUTH OF THE CENTERLINE OF AN
 FR0534'ABANDONED ROAD.  THE AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE
 FR0534'MARK BRASS CAP, SET IN THE TOP OF A 11 INCH CONCRETE POST, UP 0.5
 FR0534'FEET, STAMPED, SIGN 1961, ABOUT 30 FEET NORTHERLY OF THE CENTERLINE
 FR0534'OF AN ABANDONED ROAD.
 FR0534
 FR0534                          STATION RECOVERY (1982)
 FR0534
 FR0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0534'RECOVERED IN GOOD CONDITION.
 FR0534'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FR0534'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1105 ***********************************************************************
 ET1105  DESIGNATION -  SIGN
 ET1105  PID         -  ET1105
 ET1105  STATE/COUNTY-  AZ/MOHAVE
 ET1105  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET1105
 ET1105                         *CURRENT SURVEY CONTROL
 ET1105  ___________________________________________________________________
 ET1105* NAD 83(1992)-  34 36 38.76603(N)    113 31 28.05848(W)     ADJUSTED  
 ET1105* NAVD 88     -       671.42   (+/-2cm)    2202.8    (feet)  VERTCON   
 ET1105  ___________________________________________________________________
 ET1105  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 ET1105  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 ET1105  HORZ ORDER  -  SECOND
 ET1105  VERT ORDER  -  THIRD ? (See Below)
 ET1105
 ET1105.The horizontal coordinates were established by classical geodetic methods
 ET1105.and adjusted by the National Geodetic Survey in August 1993.
 ET1105
 ET1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1105.The vertical order pertains to the NGVD 29 superseded value.
 ET1105
 ET1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1105
 ET1105.The geoid height was determined by GEOID03.
 ET1105
 ET1105;                    North         East     Units Scale Factor Converg.
 ET1105;SPC AZ W     -   400,434.807   234,044.731   MT  0.99993861   +0 07 41.2
 ET1105;SPC AZ W     - 1,313,762.49    767,863.29   iFT  0.99993861   +0 07 41.2
 ET1105;UTM  12      - 3,832,777.691   268,526.492   MT  1.00026046   -1 26 04.3
 ET1105
 ET1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1105!SPC AZ W     -   0.99989920  x   0.99993861  =   0.99983782
 ET1105!UTM  12      -   0.99989920  x   1.00026046  =   1.00015963
 ET1105
 ET1105|---------------------------------------------------------------------|
 ET1105| PID    Reference Object                     Distance      Geod. Az  |
 ET1105|                                                           dddmmss.s |
 ET1105| CH3361 SIGN RM 1                            10.249 METERS 15625     |
 ET1105| ET1101 SAN                                 APPROX. 7.2 KM 3222834.0 |
 ET1105| CH3362 SIGN RM 2                            13.086 METERS 34551     |
 ET1105|---------------------------------------------------------------------|
 ET1105
 ET1105                          SUPERSEDED SURVEY CONTROL
 ET1105
 ET1105  NAD 83(1986)-  34 36 38.76566(N)    113 31 28.06586(W) AD(       ) 2
 ET1105  NAD 27      -  34 36 38.70910(N)    113 31 25.31559(W) AD(       ) 2
 ET1105  NGVD 29 (07/19/86)  670.70   (m)         2200.5    (f) LEVELING    3  
 ET1105
 ET1105.Superseded values are not recommended for survey control.
 ET1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1105.See file dsdata.txt to determine how the superseded data were derived.
 ET1105
 ET1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6852632778(NAD 83)
 ET1105_MARKER: DD = SURVEY DISK
 ET1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1105+STABILITY: SURFACE MOTION
 ET1105
 ET1105  HISTORY     - Date     Condition        Report By
 ET1105  HISTORY     - 1980     MONUMENTED       AZDT
 ET1105  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 ET1105
 ET1105                          STATION DESCRIPTION
 ET1105
 ET1105'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1105'THE STATION IS LOCATED 19.5 MILES NORTHWEST OF BAGDAD, 8.5 MILES
 ET1105'SOUTHEAST OF WIKIEUP AND ALONG US HIGHWAY 93.
 ET1105'
 ET1105'THE STATION MARK IS AN ADOT DISK STAMPED, SIGN 1980.  IT IS SET IN TOP
 ET1105'OF A CONCRETE MONUMENT 3.2 FEET WEST OF WITNESS POST AND 50 FEET SOUTH
 ET1105'OF A CATTLE GUARD.
 ET1105'
 ET1105'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, SIGN RM 1 1980.  IT IS SET
 ET1105'IN TOP OF A CONCRETE MONUMENT.
 ET1105'
 ET1105'REFERENCE MARK 2 IS ADOT DISK SET IN TOP OF THE SOUTHEAST HEADWALL OF
 ET1105'A CATTLE GUARD.
 ET1105'
 ET1105'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SOUTHEAST
 ET1105'ALONG US HIGHWAY 93 FOR 8.03 MILES TO A SIGN AT A CROSSROAD SIGNAL.
 ET1105'THE STATION IS ON THE LEFT 97 FEET EAST OF THE CENTERLINE OF 93 AND
 ET1105'ABOUT 50 FEET SOUTH OF A CATTLE GUARD.
 ET1105
 ET1105                          STATION RECOVERY (2006)
 ET1105
 ET1105'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET1105'LOCATED THE WITNESS POST THAT WAS LOCATED AT ADJUSTED COORDINATES. DUG
 ET1105'IN THE GROUND 3.2 FEET WEST OF THE POST BUT DID NOT FIND THE CONCRETE
 ET1105'MONUMENT OR STATION DISC.
 ET1105' 
 ET1105'LOCATED THE DESTROYED CONCRETE MONUMENT FOR REFERENCE MARK 1 WHICH WAS
 ET1105'BROKEN INTO MULTIPLE PIECES AND STILL HAD THE DISC STEM AND ROUND
 ET1105'IMPRESSION OF THE DISC STAMPED IN THE TOP OF ONE PIECE. DID NOT LOCATE
 ET1105'THE CATTLE GUARD OR REFERENCE MARK 2. THE AREA APPEARS TO HAVE BEEN
 ET1105'GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0532 ***********************************************************************
 FR0532  DESIGNATION -  SIGN AZ MK
 FR0532  PID         -  FR0532
 FR0532  STATE/COUNTY-  AZ/MOHAVE
 FR0532  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0532
 FR0532                         *CURRENT SURVEY CONTROL
 FR0532  ___________________________________________________________________
 FR0532* NAD 83(1986)-  35 12 02.     (N)    113 59 13.     (W)     SCALED    
 FR0532* NAVD 88     -      1115.260  (meters)    3658.98   (feet)  POSTED    
 FR0532  ___________________________________________________________________
 FR0532  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FR0532  DYNAMIC HT  -        1113.930 (meters)    3654.62  (feet)  COMP
 FR0532  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 FR0532
 FR0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0532
 FR0532.The horizontal coordinates were scaled from a topographic map and have
 FR0532.an estimated accuracy of +/- 6 seconds.
 FR0532
 FR0532.The orthometric height was determined by differential leveling
 FR0532.and adjusted by the  in 1992.
 FR0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0532.rate of 0.0 thru 1.0 mm/km.
 FR0532
 FR0532.The geoid height was determined by GEOID03.
 FR0532
 FR0532.The dynamic height is computed by dividing the NAVD 88
 FR0532.geopotential number by the normal gravity value computed on the
 FR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0532.degrees latitude (g = 980.6199 gals.).
 FR0532
 FR0532.The modeled gravity was interpolated from observed gravity values.
 FR0532
 FR0532;                    North         East    Units  Estimated Accuracy
 FR0532;SPC AZ W     -   465,860.      191,780.      MT  (+/- 180 meters Scaled)
 FR0532
 FR0532                          SUPERSEDED SURVEY CONTROL
 FR0532
 FR0532  NGVD 29 (??/??/92) 1114.450  (m)         3656.32   (f) ADJ UNCH    2 0
 FR0532
 FR0532.Superseded values are not recommended for survey control.
 FR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0532.See file dsdata.txt to determine how the superseded data were derived.
 FR0532
 FR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD280993(NAD 83)
 FR0532_MARKER: DZ = AZIMUTH MARK DISK
 FR0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0532_STAMPING: SIGN 1961
 FR0532_MARK LOGO: CGS   
 FR0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0532+STABILITY: SURFACE MOTION
 FR0532
 FR0532  HISTORY     - Date     Condition        Report By
 FR0532  HISTORY     - 1961     MONUMENTED       CGS
 FR0532  HISTORY     - 1962     GOOD             NGS
 FR0532  HISTORY     - 19700323 GOOD             USGS
 FR0532  HISTORY     - 1982     GOOD             NGS
 FR0532
 FR0532                          STATION DESCRIPTION
 FR0532
 FR0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0532'2.45 MI E FROM KINGMAN.
 FR0532'ABOUT 2.45 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0532'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, 32.5 FEET NORTH OF
 FR0532'THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE, 2.0 FEET EAST OF A
 FR0532'METAL WITNESS POST, ABOUT 0.5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 FR0532'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FR0532
 FR0532                          STATION RECOVERY (1970)
 FR0532
 FR0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (ACS)
 FR0532'RECOVERED IN GOOD CONDITION.
 FR0532
 FR0532                          STATION RECOVERY (1982)
 FR0532
 FR0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0532'RECOVERED IN GOOD CONDITION.
 FR0532'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0535 ***********************************************************************
 FR0535  DESIGNATION -  SIGN RM 1
 FR0535  PID         -  FR0535
 FR0535  STATE/COUNTY-  AZ/MOHAVE
 FR0535  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0535
 FR0535                         *CURRENT SURVEY CONTROL
 FR0535  ___________________________________________________________________
 FR0535* NAD 83(1986)-  35 12 09.     (N)    113 58 30.     (W)     SCALED    
 FR0535* NAVD 88     -      1122.954  (meters)    3684.22   (feet)  POSTED    
 FR0535  ___________________________________________________________________
 FR0535  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FR0535  DYNAMIC HT  -        1121.610 (meters)    3679.82  (feet)  COMP
 FR0535  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 FR0535
 FR0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0535
 FR0535.The horizontal coordinates were scaled from a topographic map and have
 FR0535.an estimated accuracy of +/- 6 seconds.
 FR0535
 FR0535.The orthometric height was determined by differential leveling
 FR0535.and adjusted by the  in 1992.
 FR0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0535.rate of 0.0 thru 1.0 mm/km.
 FR0535
 FR0535.The geoid height was determined by GEOID03.
 FR0535
 FR0535.The dynamic height is computed by dividing the NAVD 88
 FR0535.geopotential number by the normal gravity value computed on the
 FR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0535.degrees latitude (g = 980.6199 gals.).
 FR0535
 FR0535.The modeled gravity was interpolated from observed gravity values.
 FR0535
 FR0535;                    North         East    Units  Estimated Accuracy
 FR0535;SPC AZ W     -   466,080.      192,870.      MT  (+/- 180 meters Scaled)
 FR0535
 FR0535                          SUPERSEDED SURVEY CONTROL
 FR0535
 FR0535  NGVD 29 (??/??/92) 1122.142  (m)         3681.56   (f) ADJ UNCH    2 0
 FR0535
 FR0535.Superseded values are not recommended for survey control.
 FR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0535.See file dsdata.txt to determine how the superseded data were derived.
 FR0535
 FR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD291995(NAD 83)
 FR0535_MARKER: DR = REFERENCE MARK DISK
 FR0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0535_STAMPING: SIGN NO 1 1961
 FR0535_MARK LOGO: CGS   
 FR0535_PROJECTION: PROJECTING 8 CENTIMETERS
 FR0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0535+STABILITY: SURFACE MOTION
 FR0535
 FR0535  HISTORY     - Date     Condition        Report By
 FR0535  HISTORY     - 1961     MONUMENTED       CGS
 FR0535  HISTORY     - 1962     GOOD             NGS
 FR0535  HISTORY     - 1982     GOOD             NGS
 FR0535
 FR0535                          STATION DESCRIPTION
 FR0535
 FR0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0535'3.2 MI E FROM KINGMAN.
 FR0535'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0535'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, ABOUT 0.15 MILE EAST
 FR0535'OF MILEPOST 76, AND AT A HIGHWAY SIGN (PHOENIX 184-TUCSON 308), 31
 FR0535'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, 24
 FR0535'FEET EAST OF THE HIGHWAY SIGN, 23.9 FEET EAST OF TRAVERSE STATION SIGN
 FR0535'24.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 FR0535'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FR0535'INCHES.
 FR0535
 FR0535                          STATION RECOVERY (1982)
 FR0535
 FR0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0535'RECOVERED IN GOOD CONDITION.
 FR0535'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0533 ***********************************************************************
 FR0533  DESIGNATION -  SIGN RM 2
 FR0533  PID         -  FR0533
 FR0533  STATE/COUNTY-  AZ/MOHAVE
 FR0533  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0533
 FR0533                         *CURRENT SURVEY CONTROL
 FR0533  ___________________________________________________________________
 FR0533* NAD 83(1986)-  35 12 09.     (N)    113 58 30.     (W)     SCALED    
 FR0533* NAVD 88     -      1122.776  (meters)    3683.64   (feet)  POSTED    
 FR0533  ___________________________________________________________________
 FR0533  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FR0533  DYNAMIC HT  -        1121.430 (meters)    3679.22  (feet)  COMP
 FR0533  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 FR0533
 FR0533  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0533
 FR0533.The horizontal coordinates were scaled from a topographic map and have
 FR0533.an estimated accuracy of +/- 6 seconds.
 FR0533
 FR0533.The orthometric height was determined by differential leveling
 FR0533.and adjusted by the  in 1992.
 FR0533.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0533.rate of 0.0 thru 1.0 mm/km.
 FR0533
 FR0533.The geoid height was determined by GEOID03.
 FR0533
 FR0533.The dynamic height is computed by dividing the NAVD 88
 FR0533.geopotential number by the normal gravity value computed on the
 FR0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0533.degrees latitude (g = 980.6199 gals.).
 FR0533
 FR0533.The modeled gravity was interpolated from observed gravity values.
 FR0533
 FR0533;                    North         East    Units  Estimated Accuracy
 FR0533;SPC AZ W     -   466,080.      192,870.      MT  (+/- 180 meters Scaled)
 FR0533
 FR0533                          SUPERSEDED SURVEY CONTROL
 FR0533
 FR0533  NGVD 29 (??/??/92) 1121.964  (m)         3680.98   (f) ADJ UNCH    2 0
 FR0533
 FR0533.Superseded values are not recommended for survey control.
 FR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0533.See file dsdata.txt to determine how the superseded data were derived.
 FR0533
 FR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD291995(NAD 83)
 FR0533_MARKER: DR = REFERENCE MARK DISK
 FR0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0533_STAMPING: SIGN NO2 1961
 FR0533_MARK LOGO: CGS   
 FR0533_PROJECTION: PROJECTING 8 CENTIMETERS
 FR0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0533+STABILITY: SURFACE MOTION
 FR0533
 FR0533  HISTORY     - Date     Condition        Report By
 FR0533  HISTORY     - 1961     MONUMENTED       CGS
 FR0533  HISTORY     - 1962     GOOD             NGS
 FR0533  HISTORY     - 1982     GOOD             NGS
 FR0533
 FR0533                          STATION DESCRIPTION
 FR0533
 FR0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0533'3.2 MI E FROM KINGMAN.
 FR0533'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0533'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, ABOUT 0.15 MILE EAST
 FR0533'OF MILEPOST 76, AND AT A HIGHWAY SIGN (PHOENIX 184-TUCSON 308), 31
 FR0533'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, 22
 FR0533'FEET WEST OF THE HIGHWAY SIGN, 21.6 FEET WEST OF TRAVERSE STATION SIGN
 FR0533'21.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 FR0533'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FR0533'INCHES.
 FR0533
 FR0533                          STATION RECOVERY (1982)
 FR0533
 FR0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0533'RECOVERED IN GOOD CONDITION.
 FR0533'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1067 ***********************************************************************
 ET1067  DESIGNATION -  SIGNAL
 ET1067  PID         -  ET1067
 ET1067  STATE/COUNTY-  AZ/MOHAVE
 ET1067  USGS QUAD   -  SIGNAL MOUNTAIN (1990)
 ET1067
 ET1067                         *CURRENT SURVEY CONTROL
 ET1067  ___________________________________________________________________
 ET1067* NAD 83(1992)-  34 27 36.49763(N)    113 35 55.63875(W)     ADJUSTED  
 ET1067* NAVD 88     -       716.9    (meters)    2352.     (feet)  VERTCON   
 ET1067  ___________________________________________________________________
 ET1067  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 ET1067  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ET1067  HORZ ORDER  -  SECOND
 ET1067
 ET1067.The horizontal coordinates were established by classical geodetic methods
 ET1067.and adjusted by the National Geodetic Survey in August 1993.
 ET1067
 ET1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1067
 ET1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1067
 ET1067.The geoid height was determined by GEOID03.
 ET1067
 ET1067;                    North         East     Units Scale Factor Converg.
 ET1067;SPC AZ W     -   383,713.457   227,252.944   MT  0.99993571   +0 05 08.0
 ET1067;SPC AZ W     - 1,258,902.42    745,580.52   iFT  0.99993571   +0 05 08.0
 ET1067;UTM  12      - 3,816,241.704   261,279.600   MT  1.00030249   -1 28 16.2
 ET1067
 ET1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1067!SPC AZ W     -   0.99989215  x   0.99993571  =   0.99982786
 ET1067!UTM  12      -   0.99989215  x   1.00030249  =   1.00019460
 ET1067
 ET1067:                Primary Azimuth Mark                     Grid Az
 ET1067:SPC AZ W     -  SIGNAL AZ MK                             011 47 08.3
 ET1067:UTM  12      -  SIGNAL AZ MK                             013 20 32.5
 ET1067
 ET1067|---------------------------------------------------------------------|
 ET1067| PID    Reference Object                     Distance      Geod. Az  |
 ET1067|                                                           dddmmss.s |
 ET1067| CH3363 SIGNAL AZ MK                                       0115216.3 |
 ET1067| CH3365 SIGNAL RM 2                           3.978 METERS 09104     |
 ET1067| ET1068 SIGNAL CAIRN                         10.360 METERS 32501     |
 ET1067| CH3364 SIGNAL RM 1                           9.805 METERS 34400     |
 ET1067|---------------------------------------------------------------------|
 ET1067
 ET1067                          SUPERSEDED SURVEY CONTROL
 ET1067
 ET1067  NAD 83(1986)-  34 27 36.49690(N)    113 35 55.64669(W) AD(       ) 2
 ET1067  NAD 27      -  34 27 36.43600(N)    113 35 52.89300(W) AD(       ) 2
 ET1067  NGVD 29 (07/19/86)  716.2    (m)         2350.     (f) VERT ANG    3  
 ET1067
 ET1067.Superseded values are not recommended for survey control.
 ET1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1067.See file dsdata.txt to determine how the superseded data were derived.
 ET1067
 ET1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6128016242(NAD 83)
 ET1067_MARKER: DS = TRIANGULATION STATION DISK
 ET1067_SETTING: 66 = SET IN ROCK OUTCROP
 ET1067
 ET1067  HISTORY     - Date     Condition        Report By
 ET1067  HISTORY     - 1948     MONUMENTED       CGS
 ET1067
 ET1067                          STATION DESCRIPTION
 ET1067
 ET1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1067'THE STATION IS ON THE HIGHEST POINT OF A PROMINENT FLAT-TOPPED
 ET1067'MESA HAVING RIM ROCK AROUND THE GREATER PORTION.  IT IS ON
 ET1067'THE E. SIDE OF THE BIG SANDY RIVER ABOUT 1-1/2 MILES S.E. OF
 ET1067'SIGNAL AND IS THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY.  THE
 ET1067'STATION IS ON THE WESTERN EDGE OF THE MESA.
 ET1067'
 ET1067'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1067'IN AN IRREGULAR MASS OF OUTCROPPING BEDROCK WHICH IS ABOUT 6
 ET1067'FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE SURROUNDING
 ET1067'AREA.  IS 40 FEET E. OF THE WESTERN EDGE OF THE MESA AND 34
 ET1067'FEET S.E. OF A ROCK CAIRN WHICH IS ABOUT 5 FEET HIGH.  THE MARK
 ET1067'IS STAMPED SIGNAL 1948.
 ET1067'
 ET1067'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 ET1067'HOLE IN A RECTANGULAR-SHAPED MASS OF OUTCROPPING BEDROCK WHICH
 ET1067'IS 2 FT X 2 FT AND WHICH PROJECTS 4 INCHES ABOVE THE SURROUNDING
 ET1067'AREA.  IT IS STAMPED SIGNAL NO 1 1948.
 ET1067'
 ET1067'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 ET1067'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH IS 3 FEET LONG,
 ET1067'2 FEET WIDE AND PROJECTS 10 INCHES ABOVE THE SURROUNDING SURFACE.
 ET1067'IT IS 1 FOOT HIGHER THAN THE STATION MARK AND IS STAMPED
 ET1067'SIGNAL NO 2 1948.
 ET1067'
 ET1067'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1067'IN A HUGE BOULDER ON THE WESTERN EDGE OF THE MESA ABOUT 1/2
 ET1067'MILE N. OF THE STATION.  IT IS APPROXIMATELY 3 FEET LOWER THAN
 ET1067'THE HIGHEST POINT AND ABOUT 6 FEET TO THE N.E.  IT IS SURROUNDED
 ET1067'BY A NUMBER OF LARGE BOULDERS AND IS ABOUT 75 FEET LOWER THAN
 ET1067'THE STATION MARK AND IS STAMPED SIGNAL 1948.
 ET1067'
 ET1067'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN YUCCA
 ET1067'GO S.E. ON A GRADED ROAD FOR 0.2 MILE TO A FORK.  TAKE THE
 ET1067'LEFT FORK STRAIGHT AHEAD AND GO 2.5 MILES TO FORKS.  TAKE
 ET1067'THE RIGHT FORK AND GO 9.6 MILES TO FORKS.  TAKE THE RIGHT
 ET1067'FORK AND GO 9.7 MILES TO FORKS AND SIGN PLANET CROSSING 31
 ET1067'MILES TO CROSSING AND WATER.  KEEP LEFT FORK STRAIGHT AHEAD
 ET1067'FOR 7.2 MILES TO FORK AND SIGN ON LEFT S RANCH 5 MILES.  KEEP
 ET1067'THE RIGHT FORK MAIN TRAVELED ROAD STRAIGHT AHEAD AND GO 5.6
 ET1067'MILES TO FORKS.  TAKE THE LEFT FORK AND GO 8.3 MILES TO
 ET1067'CROSSROADS.  KEEP STRAIGHT AHEAD FOR 0.25 MILE TO THE SIGNAL
 ET1067'RANCH.  FOLLOW AN OLD TRACK ROAD S.E. DOWN INTO THE RIVER
 ET1067'BOTTOMS OF THE BIG SANDY RIVER ABOUT 0.6 MILE.  CROSS THE
 ET1067'RIVER AND CONTINUE E. AND ENE ABOUT 0.5 MILE IN THE RIVER
 ET1067'BOTTOMS TO THE END OF TRUCK TRAVEL.  FROM HERE THE
 ET1067'STATION IS S. ABOUT 1-1/2 MILES ON THE MESA.  PACK E. AND
 ET1067'N. AROUND THE N. END OF THE FIRST PROMINENT RIDGE THENCE
 ET1067'EASTERLY UP A DRAW TO THE N. END OF THE MAIN RIDGE.  GO
 ET1067'UP A STEEP SLOPE TO A SMALL SADDLE THENCE SOUTHERLY ALONG
 ET1067'THE TOP OF THE MESA TO THE HIGHEST POINT AND STATION.  A 1
 ET1067'HOUR AND 40 MINUTE BACK PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1889 ***********************************************************************
 CZ1889  DESIGNATION -  SIGNAL
 CZ1889  PID         -  CZ1889
 CZ1889  STATE/COUNTY-  AZ/PINAL
 CZ1889  USGS QUAD   -  MAMMOTH (1972)
 CZ1889
 CZ1889                         *CURRENT SURVEY CONTROL
 CZ1889  ___________________________________________________________________
 CZ1889* NAD 83(1992)-  32 43 04.04468(N)    110 44 42.03105(W)     ADJUSTED  
 CZ1889* NAVD 88     -      1331.7    (meters)    4369.     (feet)  VERTCON   
 CZ1889  ___________________________________________________________________
 CZ1889  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CZ1889  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CZ1889  HORZ ORDER  -  FIRST
 CZ1889
 CZ1889.The horizontal coordinates were established by classical geodetic methods
 CZ1889.and adjusted by the National Geodetic Survey in August 1993.
 CZ1889
 CZ1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1889
 CZ1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1889
 CZ1889.The geoid height was determined by GEOID03.
 CZ1889
 CZ1889;                    North         East     Units Scale Factor Converg.
 CZ1889;SPC AZ C     -   191,064.100   323,194.688   MT  1.00004871   +0 38 00.0
 CZ1889;SPC AZ C     -   626,850.72  1,060,350.03   iFT  1.00004871   +0 38 00.0
 CZ1889;UTM  12      - 3,620,030.585   523,895.808   MT  0.99960704   +0 08 16.2
 CZ1889
 CZ1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1889!SPC AZ C     -   0.99979538  x   1.00004871  =   0.99984408
 CZ1889!UTM  12      -   0.99979538  x   0.99960704  =   0.99940250
 CZ1889
 CZ1889|---------------------------------------------------------------------|
 CZ1889| PID    Reference Object                     Distance      Geod. Az  |
 CZ1889|                                                           dddmmss.s |
 CZ1889| CC8250 SIGNAL RM 2                           5.033 METERS 00216     |
 CZ1889| CC8248 SIGNAL AZ MK                                       0361554.3 |
 CZ1889| CC8249 SIGNAL RM 1                           3.987 METERS 17758     |
 CZ1889|---------------------------------------------------------------------|
 CZ1889
 CZ1889                          SUPERSEDED SURVEY CONTROL
 CZ1889
 CZ1889  NAD 83(1986)-  32 43 04.04127(N)    110 44 42.02610(W) AD(       ) 1
 CZ1889  NAD 27      -  32 43 03.80000(N)    110 44 39.65200(W) AD(       ) 1
 CZ1889  NGVD 29 (07/19/86) 1331.0    (m)         4367.     (f) VERT ANG    3  
 CZ1889
 CZ1889.Superseded values are not recommended for survey control.
 CZ1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1889.See file dsdata.txt to determine how the superseded data were derived.
 CZ1889
 CZ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2389620031(NAD 83)
 CZ1889_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ1889_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1889_SP_SET: SET IN BEDROCK
 CZ1889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1889+STABILITY: POSITION/ELEVATION WELL
 CZ1889
 CZ1889  HISTORY     - Date     Condition        Report By
 CZ1889  HISTORY     - 1946     MONUMENTED       USGS
 CZ1889  HISTORY     - 1947     GOOD             USGS
 CZ1889  HISTORY     - 1963     GOOD             LOCENG
 CZ1889  HISTORY     - 1967     GOOD             AMS
 CZ1889  HISTORY     - 1970     GOOD             AZHD
 CZ1889  HISTORY     - 1972     GOOD             AZHD
 CZ1889  HISTORY     - 19720419 GOOD             AZDT
 CZ1889
 CZ1889                          STATION DESCRIPTION
 CZ1889
 CZ1889'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1889'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, GO 1.35 MI N. ON
 CZ1889'STATE HWY. 77 TO DIRT RD.  TAKE LEFT FORK 1.5 MI TO FORK, TAKE
 CZ1889'LEFT FORK 4.3 MI TO AN OLD MINING CAMP ON LEFT, CONTINUE 0.8 MI
 CZ1889'TO FORK, TAKE LEFT FORK 0.9 MI TO FORK.  TAKE RIGHT FORK 1 MI TO
 CZ1889'WASH ON RIGHT, GO RIGHT UP WASH 0.2 MI TO FORK.  TAKE LEFT FORK
 CZ1889'100 YDS TO FORK, TAKE LEFT FORK 0.6 MI TO END OF TRUCK TRAVEL.
 CZ1889'PACK ABOUT 1 MI W. TO TOP OF PEAK AND STATION.
 CZ1889
 CZ1889                          STATION RECOVERY (1947)
 CZ1889
 CZ1889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (DHK)
 CZ1889'STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTH OF ORACLE,
 CZ1889'6 MILES AIRLINE WEST OF MAMMOTH, IN THE BLACK HILLS ON WHAT
 CZ1889'IS LOCALLY KNOWN AS SIGNAL PEAK, A USGS TRIANGULATION MARK
 CZ1889'CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH GROUND.  AND
 CZ1889'STAMPED--SIGNAL 1937.
 CZ1889'
 CZ1889'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 CZ1889'STATION, SET FLUSH WITH GROUND AND STAMPED--SIGNAL USGS NO
 CZ1889'1 1947.
 CZ1889'
 CZ1889'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 CZ1889'STATION, PROJECTS 6 INCHES, AND STAMPED--SIGNAL USGS NO
 CZ1889'2 1947.
 CZ1889'
 CZ1889'THERE IS A USGS REFERENCE MARK ABOUT 3 PACES WEST OF
 CZ1889'STATION, STAMPED--2.  DUE TO THE POSITION THE MARK WAS SET AND
 CZ1889'BECAUSE IT IS SO CLOSE TO THE STATION, IT WAS IMPOSSIBLE
 CZ1889'TO CUT IT IN.
 CZ1889'
 CZ1889'AZIMUTH MARK IS 8 PACES EAST OF CENTERLINE OF TRACK ROAD,
 CZ1889'PROJECTS 1 FOOT, AND STAMPED--SIGNAL USGS 1947.
 CZ1889'
 CZ1889'TO REACH FROM POST OFFICE IN MAMMOTH, GO NORTHERLY ON
 CZ1889'HIGHWAY 77 FOR 1.35 MILE TO SIDE ROAD LEFT.  TURN LEFT AND
 CZ1889'GO 0.45 MILE TO A GATE.  PASS THRU AND GO 0.65 MILE TO A
 CZ1889'FORK.  CONTINUE STRAIGHT AHEAD FOR 1.05 MILE TO A RED GATE.
 CZ1889'PASS THRU AND GO 0.55 MILE A FORK.  KEEP LEFT FORK AND GO
 CZ1889'2.3 MILES TO FORK.  KEEP LEFT FORK AND GO 1.1 MILE TO FORK.
 CZ1889'KEEP RIGHT FORK AND GO 0.5 MILE FOR FORK.  TAKE LEFT FORK
 CZ1889'AND GO 1.0 MILE TO A WIRE GATE.  PASS THRU AND GO 0.15 MILE
 CZ1889'TO WASH AND FORK--CONTINUE ACROSS WASH AND FOLLOW OLD TRACK
 CZ1889'ROAD FOR 0.25 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED
 CZ1889'ABOVE--CONTINUE ON TRACK ROAD FOR 0.6 MILE TO WASH AND
 CZ1889'FORK.  TURN RIGHT UP WASH FOR SHORT DISTANCE THEN BEAR LEFT
 CZ1889'FOLLOWING TRACKS AND DIM ROAD FOR 0.8 MILE TO WASH.  TURN
 CZ1889'RIGHT UP WASH FOR 0.45 MILE.  LEAVE WASH AND PICK WAY UP
 CZ1889'RIDGE TO RIGHT OF HIGHEST POINT TO BASE OF NORTH - SOUTH
 CZ1889'RIDGE AND END OF TRUCK TRAVEL--PACK TO TOP OF RIDGE,
 CZ1889'THENCE ALONG RIDGE TO HIGHEST POINT AND STATION AS
 CZ1889'DESCRIBED ABOVE.  A TEN MINUTE PACK.  NOTE.  A VEHICLE WITH
 CZ1889'FOUR WHEEL DRIVE IS REQUIRED TO REACH.
 CZ1889
 CZ1889                          STATION RECOVERY (1963)
 CZ1889
 CZ1889'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (LFV)
 CZ1889'RECOVERED BY MAGMA COPPER CO
 CZ1889'
 CZ1889'STATION MARK WAS FOUND IN GOOD CONDITION.  TABLET INCLINED
 CZ1889'ABOUT 20 DEGREES MAKES DIFFICULT HOLDING MAST OR DETERMINING
 CZ1889'ELEVATION FROM.
 CZ1889'
 CZ1889'REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED IN GOOD CONDITION--CHECK
 CZ1889'MUCH CLOSER TO DESCRIPTIONS THAN USGS.
 CZ1889'
 CZ1889'USGS TABLETS HAVE NO CENTER.  REFERENCE MARK NO. 2 BADLY
 CZ1889'INCLINED.
 CZ1889'
 CZ1889'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 CZ1889'
 CZ1889'TO REACH FROM MAMMOTH NEW POST OFFICE, GO NORTHERLY 2.0 MI.
 CZ1889'TO SIDE RD. CROSS CATTLEGUARD, CONTINUE 0.1 MI. TO FORK, TURN
 CZ1889'RT. FOLLOWING MAIN RD. 2.0 MI. TO FENCE AND CATTLEGUARD, CONTINUE
 CZ1889'0.6 MI. TO PEARL WASH, TURN LEFT UP WASH UNDER S.M.R.R. TRESTLE
 CZ1889'MARKED 601+57, FOLLOW TRACK RD. 5.0 MI TO WIRE GATE, PASS
 CZ1889'THRU AND GO 0.2 MI. TO PEARL WASH, CONTINUE ACROSS AND GO 0.25
 CZ1889'MI. TO AZ. IN ROCK OUTCROP IN LEFT.  RETURN TO PEARL WASH, GO
 CZ1889'0.7 MI. UP WASH TO TRACK RD. RT, THENCE 0.5 MI. TO TOP OF
 CZ1889'DIVIDE, THENCE 1.1 MI. SOUTH TO SIGNAL PEAK.
 CZ1889'
 CZ1889'A 200 YD PACK.  4-W DRIVE IS REQUIRED.
 CZ1889
 CZ1889                          STATION RECOVERY (1967)
 CZ1889
 CZ1889'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1889'STATION SIGNAL IS LOCATED APPROXIMATELY 6.5 AIRMILES (W) OF
 CZ1889'MAMMOTH, ARIZONA AND 7.6 AIRMILES (NNE) OF ORACLE, ARIZONA.
 CZ1889'
 CZ1889'TO REACH FROM MAMMOTH P.O. GO (N) ON MAIN ST 1.0 MI TO JCT
 CZ1889'OF HWY ARIZONA 77, TURN RIGHT (NW) ON HWY 77 AND GO FOR 0.7
 CZ1889'MI TO DIRT ROAD AND CATTLE GUARD ON LEFT, TURN LEFT (W) ON
 CZ1889'DIRT ROAD AND GO FOR 0.1 MI TO FORK IN ROAD, TURN RIGHT (N)
 CZ1889'ONTO RIGHT FORK AND PROCEED FOR 2.6 MI PASSING FENCE AND CATTLE
 CZ1889'GUARD TO INTERSECTION OF ROAD ON LEFT (SW), TURN LEFT (SW) ON
 CZ1889'ROAD PASSING UNDER RR BRIDGE AND PROCEED FOR 3.7 MI TO FENCE
 CZ1889'AND GATE, PROCEED THRU GATE AND CONTINUE FOR 0.2 MI TO
 CZ1889'INTERSECTION OF ROADS, CONTINUE ON LEFT (W) ROAD FOR 1.0 MI TO
 CZ1889'FENCE AND GATE, CONTINUE ON SAME ROAD FOR 0.2 MI TO WASH
 CZ1889'AND ROAD ON RIGHT (SW), CROSS WASH AND CONTINUE ON ROAD
 CZ1889'(S) FOR 0.25 MI TO AZ MK IN ROCK OUTCROP ON LEFT SIDE
 CZ1889'OF ROAD.  RETURN TO WASH JUST CROSSED (N) 0.25 MI AND
 CZ1889'CONTINUE UP WASH (SW) FOR 0.7 MI TO TRACK ON RIGHT (NW), TURN
 CZ1889'RIGHT (NW) ONTO TRACK AND CONTINUE FOR 0.6 MI TO TOP OF
 CZ1889'DIVIDE AND ROAD ON LEFT (S), TURN LEFT (S) ON ROAD AND
 CZ1889'GO FOR 1.1 MI TO END OF FOUR WHEEL DRIVE, PACK UP HILL TO
 CZ1889'THE (S) FOR APPROXIMATELY 300M AND STATION SITE.  PACK
 CZ1889'TIME WITH HEAVY LOAD IS 15 MINUTES THE STATION SITE IS ON
 CZ1889'THE HIGHEST POINT OF STEEP HILL WHICH IS PART OF A N-S
 CZ1889'RIDGE, AMONG ROCKS AND SCATTERED BUSHES.
 CZ1889'
 CZ1889'THE STATION MARK IS A STANDARD USGS DISK STAMPED SIGNAL 1937.
 CZ1889'IT IS CEMENTED IN A SMALL BOULDER AT AN ANGLE OF APPROXIMATELY
 CZ1889'45 DEG AND PROTRUDES ABOUT 8 INCHES.
 CZ1889'
 CZ1889'R.M. 1 IS A STANDARD USC AND GS DISK CEMENTED IN ROCK STAMPED
 CZ1889'USGS SIGNAL NO 1 1947.  FROM THE STATION IT IS (SE).
 CZ1889'DISTANCE OF 3.987 M AND A DE OF -0.13 FT.
 CZ1889'
 CZ1889'A STANDARD USGS DISK CEMENTED IN ROCK STAMPED 2 IS REFERENCED
 CZ1889'FROM THE STATION.  THIS USGS MARK IS (W) A DISTANCE OF 2.184 M
 CZ1889'AND A DIFFERENCE IN ELEVATION OF -0.980 FT.
 CZ1889'
 CZ1889'R.M. 2 IS A STANDARD USC AND GS DISK CEMENTED IN ROCK STAMPED
 CZ1889'USGS SIGNAL NO 2 1947.  FROM THE STATION IT IS (NNW)
 CZ1889'AT A DISTANCE OF 5.03M AND A DE OF -1.22 FT.
 CZ1889'
 CZ1889'THE AZ MK IS A STANDARD USC AND GS DISK STAMPED USGS SIGNAL
 CZ1889'1947.  THE AZ MK IS APPROX 1.5 MI (NNE) OF THE STATION.  THE
 CZ1889'AZ MK IS CEMENTED ON A BIG BOULDER PROJECTING ABOUT 2.5 FEET.
 CZ1889'
 CZ1889'CONDITION OF ALL MARKS EXCELLENT.  THE VIEW IS CLEAR IN ALL
 CZ1889'DIRECTIONS.  NOTE--THE ANGLES FROM AZIMUTH MARK TO REFERENCE
 CZ1889'MARKS 1 AND 2 DO NOT CHECK WITH PREVIOUS PUBLISHED ANGLE.
 CZ1889'FOR THIS REASON REFERENCE MARKS WERE TURNED TWICE AND THE SAME
 CZ1889'ANGLE WAS OBTAINED WITH A DIFFERENCE OF OVER 03 FT ON BOTH
 CZ1889'REFERENCE MARKS.
 CZ1889
 CZ1889                          STATION RECOVERY (1970)
 CZ1889
 CZ1889'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1970 (AD)
 CZ1889'GENERAL LOCATION STATION IS LOCATED 7 AIRLINE MILES NORTH
 CZ1889'OF ORACLE, 6 AIRLINE MILES WEST OF MAMMOTH.  IN THE BLACK
 CZ1889'HILL OF WHAT IS LOCALLY KNOWN AS SIGNAL PEAK.
 CZ1889'
 CZ1889'TO REACH FROM P.O. AT MAMMOTH, ARIZ. GO NORTH ON OLD
 CZ1889'ST. RT. 77 1.0 MILE TO NEW ST. RT 77 TURN RIGHT AND GO 0.6
 CZ1889'MILES TO DIRT ROAD ON LEFT, CROSS CATTLE GUARD, CONTINUE 0.1
 CZ1889'MILES TO FORK, TURN RT. FOLLOWING MAIN RD 2.0 MI. TO FENCE AND
 CZ1889'CATTLEGUARD CONTINUE 0.6 MILE TO PEARL WASH, TURN LEFT UP
 CZ1889'WASH UNDER S.M.R.R. TRESTLE MARKED 601+57, FOLLOW TRACK RD.
 CZ1889'5.0 MILE TO WIRE GATE, PASS THRU AND GO 0.2 MILE TO PEARL
 CZ1889'WASH, CONTINUE ACROSS AND GO 0.25 MILE TO AZ IN ROCK OUTCROP
 CZ1889'ON LEFT.  RETURN TO PEARL WASH.  GO 0.7 MILE UP WASH TO
 CZ1889'TRACK RD. RT.  GO 0.5 MILE TO TOP OF DIVIDE, GO 1.1 SOUTH
 CZ1889'TO SIGNAL PEAK.  10 MINUTE PACK.  4-W DRIVE REQUIRED.
 CZ1889'
 CZ1889'REFERENCE MARKS 1 IS SET FLUSH WITH GROUND 34.87 METERS
 CZ1889'S 2 IS 6 FT LOWER THAN STATION PROJECTS 6 IN 5.033 METERS NORTH
 CZ1889'
 CZ1889'AZIMUTH MARK SEE TO REACH PROJECTS 1 FOOT 1.5 MILES AIRLINE
 CZ1889'NE OF STATION
 CZ1889
 CZ1889                          STATION RECOVERY (1972)
 CZ1889
 CZ1889'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1889'STATION AND R.M.S RECOVERED IN GOOD CONDITION
 CZ1889
 CZ1889                          STATION RECOVERY (1972)
 CZ1889
 CZ1889'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1972 (LFV)
 CZ1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1902 ***********************************************************************
 DU1902  DESIGNATION -  SIGNAL
 DU1902  PID         -  DU1902
 DU1902  STATE/COUNTY-  AZ/GILA
 DU1902  USGS QUAD   -  PINAL PEAK (1979)
 DU1902
 DU1902                         *CURRENT SURVEY CONTROL
 DU1902  ___________________________________________________________________
 DU1902* NAD 83(1992)-  33 17 35.53617(N)    110 50 09.41895(W)     ADJUSTED  
 DU1902* NAVD 88     -      2381.9    (meters)    7815.     (feet)  VERTCON   
 DU1902  ___________________________________________________________________
 DU1902  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 DU1902  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DU1902  HORZ ORDER  -  THIRD
 DU1902
 DU1902.The horizontal coordinates were established by classical geodetic methods
 DU1902.and adjusted by the National Geodetic Survey in August 1993.
 DU1902
 DU1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1902
 DU1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1902
 DU1902.The geoid height was determined by GEOID03.
 DU1902
 DU1902;                    North         East     Units Scale Factor Converg.
 DU1902;SPC AZ E     -   254,466.590   151,026.712   MT  0.99994789   -0 22 02.6
 DU1902;SPC AZ E     -   834,864.14    495,494.46   iFT  0.99994789   -0 22 02.6
 DU1902;UTM  12      - 3,683,804.390   515,274.014   MT  0.99960288   +0 05 24.2
 DU1902
 DU1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1902!SPC AZ E     -   0.99963049  x   0.99994789  =   0.99957840
 DU1902!UTM  12      -   0.99963049  x   0.99960288  =   0.99923352
 DU1902
 DU1902:                Primary Azimuth Mark                     Grid Az
 DU1902:SPC AZ E     -  HAGEN                                    242 54 27.1
 DU1902:UTM  12      -  HAGEN                                    242 27 00.3
 DU1902
 DU1902|---------------------------------------------------------------------|
 DU1902| PID    Reference Object                     Distance      Geod. Az  |
 DU1902|                                                           dddmmss.s |
 DU1902| DU1889 HAGEN                               APPROX.13.6 KM 2423224.5 |
 DU1902|---------------------------------------------------------------------|
 DU1902
 DU1902                          SUPERSEDED SURVEY CONTROL
 DU1902
 DU1902  NAD 83(1986)-  33 17 35.53184(N)    110 50 09.41867(W) AD(       ) 3
 DU1902  NGVD 29 (09/20/88) 2381.1    (m)         7812.     (f) VERT ANG    3  
 DU1902
 DU1902.Superseded values are not recommended for survey control.
 DU1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1902.See file dsdata.txt to determine how the superseded data were derived.
 DU1902
 DU1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1527483804(NAD 83)
 DU1902_MARKER: DD = SURVEY DISK
 DU1902_SETTING: 0 = UNSPECIFIED SETTING
 DU1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1902
 DU1902  HISTORY     - Date     Condition        Report By
 DU1902  HISTORY     - 1934     MONUMENTED       USFS
 DU1902  HISTORY     - 1963     GOOD             USGS
 DU1902
 DU1902                          STATION DESCRIPTION
 DU1902
 DU1902'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DU1902'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.
 DU1902'
 DU1902'TO REACH FROM GLOBE POST OFFICE, GO 3.7 MI W. ON U.S. HWYS. 60
 DU1902'AND 70.  GO LEFT 6 MI S.  GO RIGHT 5.2 MI SW. TO JCT. ON DIVIDE.
 DU1902'GO LEFT 4.7 MI TO JCT.  GO RIGHT 0.6 MI TO 60-FT. STEEL LOT.
 DU1902'
 DU1902'STATION MARK--STANDARD U.S. DEPT. OF AGRICULTURE DISK
 DU1902'STAMPED---SIGNAL 1934---, IN ROCK UNDER CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1435 ***********************************************************************
 DA1435  DESIGNATION -  SIGNAL BUTTE
 DA1435  PID         -  DA1435
 DA1435  STATE/COUNTY-  AZ/YUMA
 DA1435  USGS QUAD   -  GROWLER (1982)
 DA1435
 DA1435                         *CURRENT SURVEY CONTROL
 DA1435  ___________________________________________________________________
 DA1435* NAD 83(1992)-  32 50 08.91603(N)    113 51 49.83375(W)     ADJUSTED  
 DA1435* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 DA1435  ___________________________________________________________________
 DA1435  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DA1435  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DA1435  HORZ ORDER  -  FIRST
 DA1435
 DA1435.The horizontal coordinates were established by classical geodetic methods
 DA1435.and adjusted by the National Geodetic Survey in August 1993.
 DA1435
 DA1435.The orthometric height was scaled from a topographic map.
 DA1435
 DA1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1435
 DA1435.The geoid height was determined by GEOID03.
 DA1435
 DA1435;                    North         East     Units Scale Factor Converg.
 DA1435;SPC AZ W     -   203,556.728   202,702.079   MT  0.99993473   -0 03 42.2
 DA1435;SPC AZ W     -   667,837.03    665,033.07   iFT  0.99993473   -0 03 42.2
 DA1435;UTM  12      - 3,636,719.608   231,930.997   MT  1.00048617   -1 33 13.7
 DA1435
 DA1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1435!SPC AZ W     -   0.99997568  x   0.99993473  =   0.99991041
 DA1435!UTM  12      -   0.99997568  x   1.00048617  =   1.00046184
 DA1435
 DA1435:                Primary Azimuth Mark                     Grid Az
 DA1435:SPC AZ W     -  OWL                                      157 30 52.3
 DA1435:UTM  12      -  OWL                                      159 00 23.8
 DA1435
 DA1435|---------------------------------------------------------------------|
 DA1435| PID    Reference Object                     Distance      Geod. Az  |
 DA1435|                                                           dddmmss.s |
 DA1435| DA1076 OWL                                 APPROX.14.0 KM 1572710.1 |
 DA1435| CH3367 SIGNAL BUTTE RM 2                    14.358 METERS 21046     |
 DA1435| CH3366 SIGNAL BUTTE RM 1                    18.813 METERS 33201     |
 DA1435|---------------------------------------------------------------------|
 DA1435
 DA1435                          SUPERSEDED SURVEY CONTROL
 DA1435
 DA1435  NAD 83(1986)-  32 50 08.91144(N)    113 51 49.83957(W) AD(       ) 1
 DA1435  NAD 27      -  32 50 08.75000(N)    113 51 47.09700(W) AD(       ) 1
 DA1435
 DA1435.Superseded values are not recommended for survey control.
 DA1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1435.See file dsdata.txt to determine how the superseded data were derived.
 DA1435
 DA1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3193136720(NAD 83)
 DA1435_MARKER: DS = TRIANGULATION STATION DISK
 DA1435_SETTING: 66 = SET IN ROCK OUTCROP
 DA1435
 DA1435  HISTORY     - Date     Condition        Report By
 DA1435  HISTORY     - 1934     MONUMENTED       CGS
 DA1435  HISTORY     - 1954     GOOD             USGS
 DA1435  HISTORY     - 1967     GOOD             AMS
 DA1435
 DA1435                          STATION DESCRIPTION
 DA1435
 DA1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1435'STATION IS LOCATED ON THE HIGHEST POINT OF SIGNAL BUTTE, A
 DA1435'BLACK, ROCK-COVERED BUTTE ABOUT 20 MILES, AIR LINE, NE OF
 DA1435'WELLTON.  ANOTHER BUTTE IS ABOUT 1 MILE SE FROM THE STATION.
 DA1435'
 DA1435'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DA1435'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DA1435'
 DA1435'STATION REACHED FROM WELLTON BY FOLLOWING U.S. HIGHWAY 80 E
 DA1435'FOR 7.0 MILES TO TACNA, TURN LEFT, N, ON A GRAVELED ROAD JUST
 DA1435'W OF THE POST OFFICE AND FOLLOW IT 2.6 MILES, TAKE THE LEFT FORK,
 DA1435'CROSSING THE RAILROAD TRACKS ABOUT 1/4 MILE AFTER CROSSING THE
 DA1435'GILA RIVER, GO 2.0 MILES, TURN RIGHT AT CROSSROADS, GO 0.8 MILE
 DA1435'TO ROLL, CROSS RAILROAD TRACKS CONTINUE E 1.2 MILES, TURN LEFT
 DA1435'AT THE MOHAWK VALLEY SCHOOL, GO N 1.0 MILE, TURN RIGHT, FOLLOW
 DA1435'THE GRADED GRAVEL ROAD FOR 7.0 MILES, TURN RIGHT AT CROSS
 DA1435'ROAD, GO 0.4 MILE TO A GATE ON THE LEFT AND GO THROUGH, GO 0.3
 DA1435'MILE AND CROSS RAILROAD TRACKS AND A GATE ON EACH SIDE.
 DA1435'FROM HERE THE ROAD IS VERY SANDY.  CONTINUE N ON THE DIM
 DA1435'TRACKS 0.6 MILE AND TAKE A LEFT FORK, GO 1.8 MILES TO A POINT
 DA1435'ABOUT 1.0 MILE W OF THE BUTTE, TURN RIGHT AND GO 0.5 MILE TO END
 DA1435'OF TRUCK TRAVEL.  WALK E TOWARD STATION WHICH IS ON THE
 DA1435'SOUTHERN END OF THE BUTTE.
 DA1435
 DA1435                          STATION RECOVERY (1954)
 DA1435
 DA1435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DA1435'REVISED DESCRIPTION--TO REACH FROM THE MOHAWK VALLEY SCHOOL,
 DA1435'DRIVE N AND E ON MAIN ROAD FOR 8.1 MILES TO POINT WHERE MAIN
 DA1435'ROAD TURNS SHARPLY TO EAST.  CONTINUE STRAIGHT AHEAD N ON DIRT
 DA1435'ROAD, CROSSING RAILROAD TRACKS AT STATION TYSON.  FOLLOW DIRT
 DA1435'ROAD N AND E FOR 3.8 MILES TO BASE OF HILL.  WALK TO HIGHEST
 DA1435'POINT OF TOP AND STATION SITE.
 DA1435
 DA1435                          STATION RECOVERY (1967)
 DA1435
 DA1435'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1435'THE STATION MARK, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED
 DA1435'AS DESCRIBED.
 DA1435'
 DA1435'THE AZIMUTH MARK (OWL USC AND GS 1934) WAS RECOVERED AS DESCRIBED.
 DA1435'
 DA1435'THE TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1068 ***********************************************************************
 ET1068  DESIGNATION -  SIGNAL CAIRN
 ET1068  PID         -  ET1068
 ET1068  STATE/COUNTY-  AZ/MOHAVE
 ET1068  USGS QUAD   -  SIGNAL MOUNTAIN (1990)
 ET1068
 ET1068                         *CURRENT SURVEY CONTROL
 ET1068  ___________________________________________________________________
 ET1068* NAD 83(1992)-  34 27 36.77312(N)    113 35 55.87143(W)     ADJUSTED  
 ET1068* NAVD 88     -       717.     (meters)    2352.     (feet)  SCALED    
 ET1068  ___________________________________________________________________
 ET1068  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 ET1068  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ET1068  HORZ ORDER  -  SECOND
 ET1068
 ET1068.The horizontal coordinates were established by classical geodetic methods
 ET1068.and adjusted by the National Geodetic Survey in August 1993.
 ET1068
 ET1068.The orthometric height was scaled from a topographic map.
 ET1068
 ET1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1068
 ET1068.The geoid height was determined by GEOID03.
 ET1068
 ET1068;                    North         East     Units Scale Factor Converg.
 ET1068;SPC AZ W     -   383,721.936   227,246.993   MT  0.99993571   +0 05 07.9
 ET1068;SPC AZ W     - 1,258,930.24    745,561.00   iFT  0.99993571   +0 05 07.9
 ET1068;UTM  12      - 3,816,250.345   261,273.880   MT  1.00030252   -1 28 16.4
 ET1068
 ET1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1068!SPC AZ W     -   0.99989218  x   0.99993571  =   0.99982789
 ET1068!UTM  12      -   0.99989218  x   1.00030252  =   1.00019466
 ET1068
 ET1068                          SUPERSEDED SURVEY CONTROL
 ET1068
 ET1068  NAD 83(1986)-  34 27 36.77238(N)    113 35 55.87937(W) AD(       ) 2
 ET1068  NAD 27      -  34 27 36.71200(N)    113 35 53.12600(W) AD(       ) 2
 ET1068
 ET1068.Superseded values are not recommended for survey control.
 ET1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1068.See file dsdata.txt to determine how the superseded data were derived.
 ET1068
 ET1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6127416250(NAD 83)
 ET1068_MARKER: 72 = CAIRN
 ET1068
 ET1068  HISTORY     - Date     Condition        Report By
 ET1068  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1068
 ET1068                          STATION DESCRIPTION
 ET1068
 ET1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET1068'STATION MARK SIGNAL IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1068'IN AN IRREGULAR MASS OF OUTCROPPING BEDROCK WHICH IS ABOUT 6
 ET1068'FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE SURROUNDING
 ET1068'AREA.  IS 40 FEET E. OF THE WESTERN EDGE OF THE MESA AND 34
 ET1068'FEET S.E. OF A ROCK CAIRN WHICH IS ABOUT 5 FEET HIGH.
 ET1068'
 ET1068'TO REACH STATION SIGNAL FROM THE STORE AND POST OFFICE IN YUCCA
 ET1068'GO S.E. ON A GRADED ROAD FOR 0.2 MILE TO A FORK.  TAKE THE
 ET1068'LEFT FORK STRAIGHT AHEAD AND GO 2.5 MILES TO FORKS.  TAKE
 ET1068'THE RIGHT FORK AND GO 9.6 MILES TO FORKS.  TAKE THE RIGHT
 ET1068'FORK AND GO 9.7 MILES TO FORKS AND SIGN PLANET CROSSING 31
 ET1068'MILES TO CROSSING AND WATER.  KEEP LEFT FORK STRAIGHT AHEAD
 ET1068'FOR 7.2 MILES TO FORK AND SIGN ON LEFT S RANCH 5 MILES.  KEEP
 ET1068'THE RIGHT FORK MAIN TRAVELED ROAD STRAIGHT AHEAD AND GO 5.6
 ET1068'MILES TO FORKS.  TAKE THE LEFT FORK AND GO 8.3 MILES TO
 ET1068'CROSSROADS.  KEEP STRAIGHT AHEAD FOR 0.25 MILE TO THE SIGNAL
 ET1068'RANCH.  FOLLOW AN OLD TRACK ROAD S.E. DOWN INTO THE RIVER
 ET1068'BOTTOMS OF THE BIG SANDY RIVER ABOUT 0.6 MILE.  CROSS THE
 ET1068'RIVER AND CONTINUE E. AND ENE ABOUT 0.5 MILE IN THE RIVER
 ET1068'BOTTOMS TO THE END OF TRUCK TRAVEL.  FROM HERE THE
 ET1068'STATION IS S. ABOUT 1-1/2 MILES ON THE MESA.  PACK E. AND
 ET1068'N. AROUND THE N. END OF THE FIRST PROMINENT RIDGE THENCE
 ET1068'EASTERLY UP A DRAW TO THE N. END OF THE MAIN RIDGE.  GO
 ET1068'UP A STEEP SLOPE TO A SMALL SADDLE THENCE SOUTHERLY ALONG
 ET1068'THE TOP OF THE MESA TO THE HIGHEST POINT AND STATION SIGNAL.  A 1
 ET1068'HOUR AND 40 MINUTE BACK PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0298 ***********************************************************************
 GQ0298  DESIGNATION -  SIGNAL HILL
 GQ0298  PID         -  GQ0298
 GQ0298  STATE/COUNTY-  AZ/COCONINO
 GQ0298  USGS QUAD   -  HAVASUPAI POINT (1988)
 GQ0298
 GQ0298                         *CURRENT SURVEY CONTROL
 GQ0298  ___________________________________________________________________
 GQ0298* NAD 83(2007)-  36 10 13.49341(N)    112 21 26.58322(W)     ADJUSTED  
 GQ0298* NAVD 88     -      2065.6    (meters)    6777.     (feet)  GPS OBS   
 GQ0298  ___________________________________________________________________
 GQ0298  EPOCH DATE  -        2007.00
 GQ0298  X           -  -1,961,446.782 (meters)                     COMP
 GQ0298  Y           -  -4,768,891.242 (meters)                     COMP
 GQ0298  Z           -   3,744,678.491 (meters)                     COMP
 GQ0298  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 GQ0298  ELLIP HEIGHT-        2042.394 (meters)          (02/10/07) ADJUSTED
 GQ0298  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GQ0298
 GQ0298  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GQ0298  Type    PID    Designation                      North   East  Ellip
 GQ0298  -------------------------------------------------------------------
 GQ0298  NETWORK GQ0298 SIGNAL HILL                       0.37   0.31   1.33
 GQ0298  -------------------------------------------------------------------
 GQ0298
 GQ0298.The horizontal coordinates were established by GPS observations
 GQ0298.and adjusted by the National Geodetic Survey in February 2007.
 GQ0298
 GQ0298.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0298.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0298.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0298.The epoch date for horizontal control is a decimal equivalence
 GQ0298.of Year/Month/Day.
 GQ0298
 GQ0298.The orthometric height was determined by GPS observations and a
 GQ0298.high-resolution geoid model.
 GQ0298
 GQ0298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0298
 GQ0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0298
 GQ0298.The ellipsoidal height was determined by GPS observations
 GQ0298.and is referenced to NAD 83.
 GQ0298
 GQ0298.The geoid height was determined by GEOID03.
 GQ0298
 GQ0298;                    North         East     Units Scale Factor Converg.
 GQ0298;SPC AZ C     -   573,510.323   173,712.793   MT  0.99991936   -0 15 36.4
 GQ0298;SPC AZ C     - 1,881,595.55    569,923.86   iFT  0.99991936   -0 15 36.4
 GQ0298;UTM  12      - 4,003,703.760   377,922.438   MT  0.99978362   -0 48 04.4
 GQ0298
 GQ0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0298!SPC AZ C     -   0.99967956  x   0.99991936  =   0.99959894
 GQ0298!UTM  12      -   0.99967956  x   0.99978362  =   0.99946325
 GQ0298
 GQ0298|---------------------------------------------------------------------|
 GQ0298| PID    Reference Object                     Distance      Geod. Az  |
 GQ0298|                                                           dddmmss.s |
 GQ0298| CH3368 SIGNAL HILL RM 1                     10.985 METERS 02031     |
 GQ0298| GQ0297 SUBLIME                             APPROX.10.1 KM 0720356.4 |
 GQ0298| GQ0300 BASS                                  5.980 METERS 08138     |
 GQ0298| GQ0299 SIGNAL HILL LOOKOUT TOWER             9.000 METERS 09656     |
 GQ0298|---------------------------------------------------------------------|
 GQ0298
 GQ0298                          SUPERSEDED SURVEY CONTROL
 GQ0298
 GQ0298  NAD 83(1992)-  36 10 13.49336(N)    112 21 26.58295(W) AD(       ) A
 GQ0298  ELLIP H (09/30/99) 2042.405  (m)                       GP(       ) 3 1
 GQ0298  NAD 83(1992)-  36 10 13.49187(N)    112 21 26.58340(W) AD(       ) 1
 GQ0298  NAD 83(1986)-  36 10 13.48614(N)    112 21 26.58429(W) AD(       ) 1
 GQ0298  NAD 27      -  36 10 13.55700(N)    112 21 23.94600(W) AD(       ) 1
 GQ0298  NGVD 29 (05/08/89) 2064.4    (m)         6773.     (f) VERT ANG    3  
 GQ0298
 GQ0298.Superseded values are not recommended for survey control.
 GQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0298.See file dsdata.txt to determine how the superseded data were derived.
 GQ0298
 GQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7792203704(NAD 83)
 GQ0298_MARKER: DS = TRIANGULATION STATION DISK
 GQ0298_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0298_STAMPING: SIGNAL HILL 1934
 GQ0298_MARK LOGO: CGS   
 GQ0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 GQ0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0298+STABILITY: POSITION/ELEVATION WELL
 GQ0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0298+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 GQ0298
 GQ0298  HISTORY     - Date     Condition        Report By
 GQ0298  HISTORY     - 1934     MONUMENTED       CGS
 GQ0298  HISTORY     - 1952     GOOD             CGS
 GQ0298  HISTORY     - 1956     GOOD             USGS
 GQ0298  HISTORY     - 19990125 GOOD             USGS
 GQ0298  HISTORY     - 20030529 GOOD             GRANCN
 GQ0298
 GQ0298                          STATION DESCRIPTION
 GQ0298
 GQ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0298'STATION IS ON THE HIGHEST POINT OF SIGNAL HILL, ABOUT 1.5
 GQ0298'MILES SW OF HAVASUAPI POINT, AND 3.5 MILES (AIR LINE) NE OF
 GQ0298'THE PASTURE RANGE STATION, AND THE HIGHEST POINT IN THE VICINITY.
 GQ0298'
 GQ0298'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0298'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0298'
 GQ0298'REACHED FROM GRAND CANYON VILLAGE AS FOLLOWS.  GO W ON THE HILLTOP
 GQ0298'ROAD 22.2 MILES (PASSING ROWE WELLS AT 3.0 MILES) TURN RIGHT
 GQ0298'AS PER SIGN TO THE RANGER STATION AND FOLLOW THE MAIN-TRAVELED
 GQ0298'ROAD, 3.3 MILES, TURN RIGHT AND GO 2.1 MILES, TAKE RIGHT
 GQ0298'FORK AND GO 0.7 MILE, TURN RIGHT AND FOLLOW THE ROAD 1.0
 GQ0298'MILE TO THE LOOKOUT TOWER AND STATION.  STATION IS 9 METERS
 GQ0298'NW OF THE CENTER OF THE LOOKOUT TOWER.
 GQ0298
 GQ0298                          STATION RECOVERY (1952)
 GQ0298
 GQ0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0298'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GQ0298'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 GQ0298
 GQ0298                          STATION RECOVERY (1956)
 GQ0298
 GQ0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0298'RECOVERED IN GOOD CONDITION.
 GQ0298'
 GQ0298'BASS USGS--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED IN
 GQ0298'FLAT LIMESTONE LEDGE.
 GQ0298
 GQ0298                          STATION RECOVERY (1999)
 GQ0298
 GQ0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1999 (FMG)
 GQ0298'RECOVERED AS DESCRIBED.
 GQ0298
 GQ0298                          STATION RECOVERY (2003)
 GQ0298
 GQ0298'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 GQ0298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0299 ***********************************************************************
 GQ0299  DESIGNATION -  SIGNAL HILL LOOKOUT TOWER
 GQ0299  PID         -  GQ0299
 GQ0299  STATE/COUNTY-  AZ/COCONINO
 GQ0299  USGS QUAD   -  HAVASUPAI POINT (1988)
 GQ0299
 GQ0299                         *CURRENT SURVEY CONTROL
 GQ0299  ___________________________________________________________________
 GQ0299* NAD 83(1992)-  36 10 13.45666(N)    112 21 26.22591(W)     ADJUSTED  
 GQ0299* NAVD 88     -      2061.     (meters)    6762.     (feet)  SCALED    
 GQ0299  ___________________________________________________________________
 GQ0299  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 GQ0299  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GQ0299  HORZ ORDER  -  THIRD
 GQ0299
 GQ0299.The horizontal coordinates were established by classical geodetic methods
 GQ0299.and adjusted by the National Geodetic Survey in August 1993.
 GQ0299
 GQ0299.The orthometric height was scaled from a topographic map.
 GQ0299
 GQ0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0299
 GQ0299.The geoid height was determined by GEOID03.
 GQ0299
 GQ0299;                    North         East     Units Scale Factor Converg.
 GQ0299;SPC AZ C     -   573,509.150   173,721.717   MT  0.99991935   -0 15 36.2
 GQ0299;SPC AZ C     - 1,881,591.70    569,953.14   iFT  0.99991935   -0 15 36.2
 GQ0299;UTM  12      - 4,003,702.502   377,931.350   MT  0.99978360   -0 48 04.2
 GQ0299
 GQ0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0299!SPC AZ C     -   0.99968029  x   0.99991935  =   0.99959966
 GQ0299!UTM  12      -   0.99968029  x   0.99978360  =   0.99946396
 GQ0299
 GQ0299                          SUPERSEDED SURVEY CONTROL
 GQ0299
 GQ0299  NAD 83(1986)-  36 10 13.45093(N)    112 21 26.22679(W) AD(       ) 4
 GQ0299  NAD 27      -  36 10 13.52100(N)    112 21 23.58900(W) AD(       ) 3
 GQ0299
 GQ0299.Superseded values are not recommended for survey control.
 GQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0299.See file dsdata.txt to determine how the superseded data were derived.
 GQ0299
 GQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7793103703(NAD 83)
 GQ0299_MARKER: 57 = LOOKOUT TOWER
 GQ0299
 GQ0299  HISTORY     - Date     Condition        Report By
 GQ0299  HISTORY     - 1934     FIRST OBSERVED   CGS
 GQ0299
 GQ0299                          STATION DESCRIPTION
 GQ0299
 GQ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0299'REACHED FROM GRAND CANYON VILLAGE AS FOLLOWS.  GO W ON THE HILLTOP
 GQ0299'ROAD 22.2 MILES (PASSING ROWE WELLS AT 3.0 MILES) TURN RIGHT
 GQ0299'AS PER SIGN TO THE RANGER STATION AND FOLLOW THE MAIN-TRAVELED
 GQ0299'ROAD, 3.3 MILES, TURN RIGHT AND GO 2.1 MILES, TAKE RIGHT
 GQ0299'FORK AND GO 0.7 MILE, TURN RIGHT AND FOLLOW THE ROAD 1.0
 GQ0299'MILE TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2117 ***********************************************************************
 CZ2117  DESIGNATION -  SIGNAL PEAK
 CZ2117  PID         -  CZ2117
 CZ2117  STATE/COUNTY-  AZ/PINAL
 CZ2117  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2117
 CZ2117                         *CURRENT SURVEY CONTROL
 CZ2117  ___________________________________________________________________
 CZ2117* NAD 83(1992)-  32 57 41.00141(N)    111 39 33.52902(W)     ADJUSTED  
 CZ2117* NAVD 88     -       697.     (meters)    2287.     (feet)  SCALED    
 CZ2117  ___________________________________________________________________
 CZ2117  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ2117  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ2117  HORZ ORDER  -  FIRST
 CZ2117
 CZ2117.The horizontal coordinates were established by classical geodetic methods
 CZ2117.and adjusted by the National Geodetic Survey in August 1993.
 CZ2117
 CZ2117.The orthometric height was scaled from a topographic map.
 CZ2117
 CZ2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2117
 CZ2117.The geoid height was determined by GEOID03.
 CZ2117
 CZ2117;                    North         East     Units Scale Factor Converg.
 CZ2117;SPC AZ C     -   217,499.280   237,418.567   MT  0.99990713   +0 08 24.1
 CZ2117;SPC AZ C     -   713,580.31    778,932.31   iFT  0.99990713   +0 08 24.1
 CZ2117;UTM  12      - 3,647,199.461   438,382.297   MT  0.99964681   -0 21 31.4
 CZ2117
 CZ2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2117!SPC AZ C     -   0.99989536  x   0.99990713  =   0.99980250
 CZ2117!UTM  12      -   0.99989536  x   0.99964681  =   0.99954221
 CZ2117
 CZ2117|---------------------------------------------------------------------|
 CZ2117| PID    Reference Object                     Distance      Geod. Az  |
 CZ2117|                                                           dddmmss.s |
 CZ2117| CH5439 SIGNAL PEAK RM 3                      3.757 METERS 01840     |
 CZ2117| CH5438 SIGNAL PEAK RM 1                      7.420 METERS 12954     |
 CZ2117| CH5437 SIGNAL PEAK AZ MK                   APPROX. 1.6 KM 2302507.5 |
 CZ2117| CZ2118 SIGNAL PEAK RM 2                      6.271 METERS 26815     |
 CZ2117|---------------------------------------------------------------------|
 CZ2117
 CZ2117                          SUPERSEDED SURVEY CONTROL
 CZ2117
 CZ2117  NAD 83(1986)-  32 57 40.99400(N)    111 39 33.53034(W) AD(       ) 1
 CZ2117  NAD 27      -  32 57 40.78000(N)    111 39 31.06700(W) AD(       ) 1
 CZ2117
 CZ2117.Superseded values are not recommended for survey control.
 CZ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2117.See file dsdata.txt to determine how the superseded data were derived.
 CZ2117
 CZ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3838247199(NAD 83)
 CZ2117_MARKER: DS = TRIANGULATION STATION DISK
 CZ2117_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2117
 CZ2117  HISTORY     - Date     Condition        Report By
 CZ2117  HISTORY     - 1935     MONUMENTED       USGS
 CZ2117  HISTORY     - 1959     MARK NOT FOUND   CGS
 CZ2117  HISTORY     - 1960     GOOD             CGS
 CZ2117  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CZ2117  HISTORY     - 1972     GOOD             AZHD
 CZ2117
 CZ2117                          STATION DESCRIPTION
 CZ2117
 CZ2117'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CZ2117'ABOUT 15 MILES, AIR LINE, WEST-SOUTHWEST OF FLORENCE, ON A
 CZ2117'SHARP PEAK, THE HIGHEST IN THE NEAR VICINITY, AND ABOUT 2
 CZ2117'MILES NORTH OF THE LOMA VERDE RANCH.  MARKED BY A STANDARD
 CZ2117'BRONZE DISK.  REFERENCE MARK NO. 1,
 CZ2117'A STANDARD BRONZE REFERENCE DISK IS 7.565 METERS
 CZ2117'(24.82 FEET) FROM STATION.  REFERENCE
 CZ2117'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK IS
 CZ2117'6.348 METERS (20.83 FEET) FROM STATION S 88 DEG 15 MIN W.
 CZ2117'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN BEDROCK
 CZ2117'ON THE HIGHEST ROCKY KNOLL AT THE WEST END OF THE RIDGE
 CZ2117'THAT RUNS SOUTHWEST FROM THE STATION.  IT IS ABOUT 100 FEET
 CZ2117'ABOVE THE ROAD AND 200 YARDS NORTHEAST OF THE ROAD WHERE IT
 CZ2117'MAKES A TURN AROUND THE END OF THE RIDGE, AND IS ABOUT 1.0
 CZ2117'MILE FROM STATION.
 CZ2117
 CZ2117                          STATION RECOVERY (1959)
 CZ2117
 CZ2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ2117'STATION MARK WAS NOT RECOVERED, IT IS BELIEVED TO HAVE BEEN
 CZ2117'DESTROYED BY TREASURE HUNTERS.  THERE IS NOW A HOLE ABOUT
 CZ2117'3-FEET DEEP WHERE THE STATION MARK WAS.
 CZ2117'
 CZ2117'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 CZ2117'CONDITION.
 CZ2117
 CZ2117                          STATION RECOVERY (1960)
 CZ2117
 CZ2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2117'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 CZ2117'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 CZ2117'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  SEE DESCRIPTION
 CZ2117'OF STATION SIGNAL PEAK U.S.G.S. R.M. NO. 2 1935.
 CZ2117
 CZ2117                          STATION RECOVERY (1971)
 CZ2117
 CZ2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CZ2117'AS PREVIOUSLY REPORTED THE STATION MARK WAS DESTROYED.  REFERENCE
 CZ2117'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE IN GOOD CONDITION.
 CZ2117'THE STATION MARK WAS REESTABLISHED ON THE ORIGINAL POSITION
 CZ2117'USING THE OLD ANGLES TO THE AZIMUTH MARK AND THE REFERENCE
 CZ2117'MARKS.  A TRAVERSE WAS MADE TO REFERENCE MARK 2 AND REFERENCE
 CZ2117'MARK 3 WAS ESTABLISHED AT THIS TIME.
 CZ2117'
 CZ2117'THE STATION IS ON THE TOP OF A SHARP PEAK OVERLOOKING CENTRAL
 CZ2117'ARIZONA COLLEGE.
 CZ2117'
 CZ2117'THE STATION MARK IS A STANDARD DISK STAMPED, SIGNAL PEAK USGS
 CZ2117'1935 1971.  IT IS SET IN A DRILL HOLE AT GROUND LEVEL IN AN
 CZ2117'OUTCROP WHICH PROJECTS ABOUT 2 FEET.
 CZ2117'
 CZ2117'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, SIGNAL PEAK USGS
 CZ2117'NO 1 1935.  IT IS SET IN A DRILL HOLE IN A LARGE OUTCROP
 CZ2117'WHICH IS ABOUT 4 FEET LOWER THAN THE STATION.
 CZ2117'
 CZ2117'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SIGNAL PEAK
 CZ2117'USGS NO 2 1935.  IT IS SET IN A DRILL HOLE IN AN OUTCROP ON TOP
 CZ2117'OF THE RIDGE.  THE MARK IS ABOUT 1-1/2 FEET LOWER THAN THE
 CZ2117'STATION.
 CZ2117'
 CZ2117'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SIGNAL PEAK USGS
 CZ2117'NO 3 1935 1971.  IT IS SET IN A DRILL HOLE IN AN OUTCROP WHICH
 CZ2117'IS ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 CZ2117'
 CZ2117'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, SIGNAL PEAK 1936.
 CZ2117'IT IS SET IN A DRILL HOLE ON TOP THE WEST END OF A ROCKY RIDGE.
 CZ2117'THE MARK IS BY A 3 FOOT CAIRN.
 CZ2117'
 CZ2117'TO REACH THE STATION FROM ARIZONA BLVD AND COOLIDGE AVENUE
 CZ2117'IN COOLIDGE GO WEST AND SOUTH ALONG COOLIDGE AVENUE PER
 CZ2117'SIGNS CENTRAL ARIZONA COLLEGE FOR 9.0 MILES TO A CROSS ROAD
 CZ2117'AND THE COLLEGE ON THE RIGHT, CONTINUE WEST ALONG A GRADED
 CZ2117'ROAD FOR 1.1 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT FOR 0.1
 CZ2117'MILE TO A LOW PASS ON THE RIDGE.  (PACK WEST TO THE END OF
 CZ2117'RIDGE AND THE AZIMUTH MARK.) CONTINUE NORTH FOR 0.1 MILE
 CZ2117'TO A GRADED CROSSROAD.  TURN RIGHT AND FOLLOW THE ROAD TO ITS
 CZ2117'END AT THE BASE OF THE BUTTE.  A 45 MINUTE PACK TO THE TOP
 CZ2117'AND STATION.
 CZ2117'
 CZ2117'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ2117'
 CZ2117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 CZ2117'WEST-SOUTHWEST OF FLORENCE
 CZ2117
 CZ2117                          STATION RECOVERY (1972)
 CZ2117
 CZ2117'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ2117'GENERAL LOCATION 6 MILES EAST AND 6 MILES NORTH OF CASA GRANDE
 CZ2117'
 CZ2117'TO REACH APPROXIMATELY 800 FT HIGHER THAN AND 1/2 MILE N.W.
 CZ2117'OF CENTRAL ARIZONA COLLEGE - ON THE FIRST, HIGHEST PROMINENT
 CZ2117'PEAK AT THE S.E. END OF THE SACATON MOUNTAINS
 CZ2117'
 CZ2117'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND
 CZ2117'IN GOOD CONDITION.
 CZ2117'
 CZ2117'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH5437 ***********************************************************************
 CH5437  HT_MOD      -  This is a Height Modernization Survey Station.
 CH5437  DESIGNATION -  SIGNAL PEAK AZ MK
 CH5437  PID         -  CH5437
 CH5437  STATE/COUNTY-  AZ/PINAL
 CH5437  USGS QUAD   -  CASA GRANDE EAST (1992)
 CH5437
 CH5437                         *CURRENT SURVEY CONTROL
 CH5437  ___________________________________________________________________
 CH5437* NAD 83(2007)-  32 57 08.59900(N)    111 40 20.00385(W)     ADJUSTED  
 CH5437* NAVD 88     -       490.41   (meters)    1609.0    (feet)  GPS OBS   
 CH5437  ___________________________________________________________________
 CH5437  X           -  -1,978,591.628 (meters)                     COMP
 CH5437  Y           -  -4,979,006.020 (meters)                     COMP
 CH5437  Z           -   3,449,779.451 (meters)                     COMP
 CH5437  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CH5437  ELLIP HEIGHT-         460.402 (meters)          (04/23/08) ADJUSTED
 CH5437  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CH5437  HORZ ORDER  -  A
 CH5437  ELLP ORDER  -  FOURTH    CLASS II
 CH5437
 CH5437.The horizontal coordinates were established by GPS observations
 CH5437.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CH5437
 CH5437.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CH5437.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CH5437
 CH5437.The orthometric height was determined by GPS observations and a
 CH5437.high-resolution geoid model.
 CH5437.The orthometric height was determined by GPS observations and a
 CH5437.high-resolution geoid model using precise GPS observation and
 CH5437.processing techniques.
 CH5437
 CH5437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CH5437
 CH5437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH5437
 CH5437.The ellipsoidal height was determined by GPS observations
 CH5437.and is referenced to NAD 83.
 CH5437
 CH5437.The geoid height was determined by GEOID03.
 CH5437
 CH5437;                    North         East     Units Scale Factor Converg.
 CH5437;SPC AZ C     -   216,498.293   236,214.024   MT  0.99990644   +0 07 58.7
 CH5437;SPC AZ C     -   710,296.24    774,980.39   iFT  0.99990644   +0 07 58.7
 CH5437;UTM  12      - 3,646,209.253   437,169.402   MT  0.99964867   -0 21 56.4
 CH5437
 CH5437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH5437!SPC AZ C     -   0.99992772  x   0.99990644  =   0.99983417
 CH5437!UTM  12      -   0.99992772  x   0.99964867  =   0.99957642
 CH5437
 CH5437                          SUPERSEDED SURVEY CONTROL
 CH5437
 CH5437.No superseded survey control is available for this station.
 CH5437
 CH5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3716946209(NAD 83)
 CH5437_MARKER: DZ = AZIMUTH MARK DISK
 CH5437_SETTING: 66 = SET IN ROCK OUTCROP
 CH5437_STAMPING: SIGNAL PEAK 1986
 CH5437_MARK LOGO: CGS   
 CH5437_MAGNETIC: N = NO MAGNETIC MATERIAL
 CH5437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CH5437+STABILITY: POSITION/ELEVATION WELL
 CH5437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH5437+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2006
 CH5437
 CH5437  HISTORY     - Date     Condition        Report By
 CH5437  HISTORY     - 1936     MONUMENTED       CGS
 CH5437  HISTORY     - 20030210 GOOD             MHD
 CH5437  HISTORY     - 20060725 GOOD             MHD
 CH5437  HISTORY     - 20061205 GOOD             MHD
 CH5437
 CH5437                          STATION DESCRIPTION
 CH5437
 CH5437'DESCRIBED BY MHD AND ASSOCIATES 2003 (JHD)
 CH5437'FROM STATIC OBSERVATION, FOUND AT
 CH5437'N 32D 57M 08.6S
 CH5437'W 111D 40M 20.0S
 CH5437' 
 CH5437'FROM I-10 AND MCCARTNEY INTERCHANGE.
 CH5437'.7 MILES EAST TO COX ROAD
 CH5437'1 MILE NORTH TO WOODRUFF ROAD
 CH5437'.7 MILES EAST TO SHARP BEND IN ROAD.
 CH5437'5 MINUTE PACK EAST TO TOP OF RIDGE AND STATION
 CH5437
 CH5437                          STATION RECOVERY (2006)
 CH5437
 CH5437'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (JHD)
 CH5437'SCHEDULED FOR GPS OBSERVATION 2006
 CH5437
 CH5437                          STATION RECOVERY (2006)
 CH5437
 CH5437'RECOVERY NOTE BY MHD AND ASSOCIATES 2006 (MHD)
 CH5437'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST OF COOLIDGE, 7.5 MI
 CH5437'(12.1 KM) SOUTHWEST OF BLACKWATER AND 7.0 MI (11.3 KM) NORTHEAST OF
 CH5437'CASA GRANDE.
 CH5437' 
 CH5437'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 287
 CH5437'(FLORENCE BOULEVARD) AND HIGHWAY 387 (PINAL AVENUE), GO EAST ON
 CH5437'FLORENCE BOULEVARD 4.1 MI (6.6 KM) TO INTERSTATE-10.  THEN GO NORTH ON
 CH5437'I-10 4.0 MI (6.4 KM) TO MCCARTNEY ROAD.  EXIT EAST ON MCCARTNEY ROAD
 CH5437'AND GO 0.6 MI (1.0 KM) TO COX ROAD.  TURN LEFT (NORTH) ON COX ROAD AND
 CH5437'GO 1.0 MI (1.6 KM) TO WOODRUFF ROAD.  TURN RIGHT (EAST) ON WOODRUFF
 CH5437'ROAD AND GO 0.8 MI (1.3 KM) TO CURVE TO THE RIGHT.  PACK 600 FT (200
 CH5437'M) EAST TO TOP OF RIDGE.  STATION IS 3.5 FT (1.1 M) BELOW HIGHEST
 CH5437'POINT ON RIDGE.  STATION IS A CGS BRASS CAP IN BEDROCK OUTCROP LOCATED
 CH5437'ON UNDEVELOPED PROPERTY IN THE NORTHEAST 1/4 OF SECTION 31, T. 5 S.,
 CH5437'R. 7 E., GILA AND SALT RIVER MERIDIAN.
 CH5437' 
 CH5437'NOTE--THE DISK HAS BEEN DAMAGED BUT IS STILL IN PLACE AND LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1999 ***********************************************************************
 DU1999  DESIGNATION -  SIGNAL PEAK LOOKOUT TOWER
 DU1999  PID         -  DU1999
 DU1999  STATE/COUNTY-  AZ/GILA
 DU1999  USGS QUAD   -  PINAL PEAK (1979)
 DU1999
 DU1999                         *CURRENT SURVEY CONTROL
 DU1999  ___________________________________________________________________
 DU1999* NAD 83(1992)-  33 17 35.52763(N)    110 50 09.40774(W)     ADJUSTED  
 DU1999* NAVD 88     -              **(meters)            **(feet)            
 DU1999  ___________________________________________________________________
 DU1999  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 DU1999  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DU1999  HORZ ORDER  -  THIRD
 DU1999
 DU1999.The horizontal coordinates were established by classical geodetic methods
 DU1999.and adjusted by the National Geodetic Survey in August 1993.
 DU1999
 DU1999
 DU1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1999
 DU1999.The geoid height was determined by GEOID03.
 DU1999
 DU1999;                    North         East     Units Scale Factor Converg.
 DU1999;SPC AZ E     -   254,466.325   151,027.000   MT  0.99994789   -0 22 02.6
 DU1999;SPC AZ E     -   834,863.27    495,495.41   iFT  0.99994789   -0 22 02.6
 DU1999;UTM  12      - 3,683,804.128   515,274.304   MT  0.99960288   +0 05 24.2
 DU1999
 DU1999                          SUPERSEDED SURVEY CONTROL
 DU1999
 DU1999  NAD 83(1986)-  33 17 35.52227(N)    110 50 09.40911(W) AD(       ) 4
 DU1999  NAD 27      -  33 17 35.31000(N)    110 50 07.01000(W) AD(       ) 3
 DU1999
 DU1999.Superseded values are not recommended for survey control.
 DU1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1999.See file dsdata.txt to determine how the superseded data were derived.
 DU1999
 DU1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1527483804(NAD 83)
 DU1999_MARKER: 57 = LOOKOUT TOWER
 DU1999
 DU1999  HISTORY     - Date     Condition        Report By
 DU1999  HISTORY     - 1938     FIRST OBSERVED   CGS
 DU1999  HISTORY     - 1946     GOOD             USGS
 DU1999  HISTORY     - 1947     GOOD             CGS
 DU1999  HISTORY     - 1963     GOOD             USGS
 DU1999
 DU1999                          STATION DESCRIPTION
 DU1999
 DU1999'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1999'RECOVERED IN GOOD CONDITION.
 DU1999
 DU1999                          STATION RECOVERY (1947)
 DU1999
 DU1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU1999'LOCATED ABOUT 8 MILES AIR LINE SOUTH-SOUTHWEST OF GLOBE ON
 DU1999'WHAT IS KNOWN AS SIGNAL PEAK.  STATION IS THE CENTER OF THE
 DU1999'TOP OF THE STANDARD, U.S. FOREST SERVICE, STRUCTURAL STEEL
 DU1999'LOOKOUT TOWER WHICH IS ABOUT 60 FEET HIGH.
 DU1999
 DU1999                          STATION RECOVERY (1963)
 DU1999
 DU1999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1999'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.
 DU1999'
 DU1999'TO REACH FROM GLOBE POST OFFICE, GO 3.7 MI W. ON U.S. HWYS. 60
 DU1999'AND 70.  GO LEFT 6 MI S.  GO RIGHT 5.2 MI SW. TO JCT. ON DIVIDE.
 DU1999'GO LEFT 4.7 MI TO JCT.  GO RIGHT 0.6 MI TO 60-FT. STEEL LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2118 ***********************************************************************
 CZ2118  DESIGNATION -  SIGNAL PEAK RM 2
 CZ2118  PID         -  CZ2118
 CZ2118  STATE/COUNTY-  AZ/PINAL
 CZ2118  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ2118
 CZ2118                         *CURRENT SURVEY CONTROL
 CZ2118  ___________________________________________________________________
 CZ2118* NAD 83(1992)-  32 57 40.99519(N)    111 39 33.77034(W)     ADJUSTED  
 CZ2118* NAVD 88     -       695.5    (meters)    2282.     (feet)  VERTCON   
 CZ2118  ___________________________________________________________________
 CZ2118  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ2118  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ2118  HORZ ORDER  -  SECOND
 CZ2118
 CZ2118.The horizontal coordinates were established by classical geodetic methods
 CZ2118.and adjusted by the National Geodetic Survey in August 1993.
 CZ2118
 CZ2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2118
 CZ2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2118
 CZ2118.The geoid height was determined by GEOID03.
 CZ2118
 CZ2118;                    North         East     Units Scale Factor Converg.
 CZ2118;SPC AZ C     -   217,499.073   237,412.301   MT  0.99990713   +0 08 23.9
 CZ2118;SPC AZ C     -   713,579.64    778,911.75   iFT  0.99990713   +0 08 23.9
 CZ2118;UTM  12      - 3,647,199.309   438,376.031   MT  0.99964682   -0 21 31.5
 CZ2118
 CZ2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2118!SPC AZ C     -   0.99989552  x   0.99990713  =   0.99980266
 CZ2118!UTM  12      -   0.99989552  x   0.99964682  =   0.99954237
 CZ2118
 CZ2118|---------------------------------------------------------------------|
 CZ2118| PID    Reference Object                     Distance      Geod. Az  |
 CZ2118|                                                           dddmmss.s |
 CZ2118| CH5438 SIGNAL PEAK RM 1                     12.805 METERS 11053     |
 CZ2118| CH5437 SIGNAL PEAK AZ MK                   APPROX. 1.6 KM 2301639.2 |
 CZ2118|---------------------------------------------------------------------|
 CZ2118
 CZ2118                          SUPERSEDED SURVEY CONTROL
 CZ2118
 CZ2118  NAD 83(1986)-  32 57 40.98778(N)    111 39 33.77169(W) AD(       ) 2
 CZ2118  NAD 27      -  32 57 40.77377(N)    111 39 31.30849(W) AD(       ) 2
 CZ2118  NGVD 29 (07/19/86)  695.0    (m)         2280.     (f) VERT ANG    3  
 CZ2118
 CZ2118.Superseded values are not recommended for survey control.
 CZ2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2118.See file dsdata.txt to determine how the superseded data were derived.
 CZ2118
 CZ2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3837647199(NAD 83)
 CZ2118_MARKER: DR = REFERENCE MARK DISK
 CZ2118_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2118+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 CZ2118
 CZ2118  HISTORY     - Date     Condition        Report By
 CZ2118  HISTORY     - 1960     MONUMENTED       USGS
 CZ2118  HISTORY     - 1968     GOOD             AMS
 CZ2118  HISTORY     - 20051208 GOOD             GEOCAC
 CZ2118
 CZ2118                          STATION DESCRIPTION
 CZ2118
 CZ2118'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (C H)
 CZ2118'THE STATION IS ABOUT 6 MILES NORTH AND ABOUT 6 MILES EAST OF CASA
 CZ2118'GRANDE ON A SHARP PEAK, THE HIGHEST IN THE NEAR VICINITY.
 CZ2118'
 CZ2118'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE GO
 CZ2118'WEST ON STATE HIGHWAYS 84 AND 93 FOR 0.2 MILE TO THEIR JUNCTION,
 CZ2118'TURN RIGHT ON STATE HIGHWAY 93 AND GO NORTH TOWARDS PHOENIX FOR
 CZ2118'5.9 MILES TO A CROSSROAD THAT IS JUST NORTH OF HIGHWAY MILE
 CZ2118'POST 184.  TURN RIGHT AND GO EAST ON THE GRADED ROAD FOR 4.0
 CZ2118'MILES TO A CROSSROAD, TURN RIGHT AND FOLLOW THE MAIN TRAVELED
 CZ2118'ROAD SOUTH AND EAST FOR 1.9 MILES TO A FORK, TAKE THE LEFT
 CZ2118'FORK, LEAVING THE MAIN TRAVELED ROAD AND GO 0.05 MILE TO THE
 CZ2118'AZIMUTH MARK ON THE ROCKY OUTCROP ABOUT 150 YARDS TO THE EAST
 CZ2118'AND ABOUT 150 FEET ABOVE THE ROAD.  FROM HERE CONTINUE
 CZ2118'NORTHEAST ON THE TRACK ROAD FOR 0.2 MILE TO A CROSSROAD,
 CZ2118'CONTINUE STRAIGHT AHEAD UP THE CANYON FOR 0.5 MILE TO THE END
 CZ2118'OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST UP THE STEEP
 CZ2118'ROCKY SLOPE TO THE STATION.  LENGTH OF PACK IS ABOUT 30
 CZ2118'MINUTES.
 CZ2118'
 CZ2118'THE STATION MARK, STAMPED SIGNAL PEAK USGS NO 2 1935, IS
 CZ2118'A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 CZ2118'BEDROCK.  IT IS 21 FEET SOUTHWEST OF THE HIGHEST PART OF THE
 CZ2118'HILL.
 CZ2118'
 CZ2118'REFERENCE MARK NO. 1, STAMPED SIGNAL PEAK NO 1 1935, IS A
 CZ2118'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT
 CZ2118'IS 25 FEET SOUTHEAST OF THE HIGHEST PART OF THE HILL.
 CZ2118'
 CZ2118'THE AZIMUTH MARK, STAMPED SIGNAL PEAK 1936, IS A STANDARD
 CZ2118'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ON THE HIGHEST
 CZ2118'ROCKY KNOLL AT THE WEST END OF THE RIDGE THAT RUNS SOUTHWEST
 CZ2118'FROM THE STATION.  IT IS 2 FEET NORTHEAST OF A CAIRN.
 CZ2118
 CZ2118                          STATION RECOVERY (1968)
 CZ2118
 CZ2118'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ2118'STATION MARK AND R.M. 1 RECOVERED AS DESCRIBED.  THE AZIMUTH
 CZ2118'MARK WAS NOT LOCATED AT THIS TIME.
 CZ2118
 CZ2118                          STATION RECOVERY (2005)
 CZ2118
 CZ2118'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 CZ2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0860 ***********************************************************************
 ET0860  DESIGNATION -  SILVER
 ET0860  PID         -  ET0860
 ET0860  STATE/COUNTY-  AZ/YAVAPAI
 ET0860  USGS QUAD   -  COTTONWOOD (1973)
 ET0860
 ET0860                         *CURRENT SURVEY CONTROL
 ET0860  ___________________________________________________________________
 ET0860* NAD 83(1992)-  34 43 50.80059(N)    112 01 30.62896(W)     ADJUSTED  
 ET0860* NAVD 88     -      1059.7    (meters)    3477.     (feet)  VERTCON   
 ET0860  ___________________________________________________________________
 ET0860  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 ET0860  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 ET0860  HORZ ORDER  -  SECOND
 ET0860
 ET0860.The horizontal coordinates were established by classical geodetic methods
 ET0860.and adjusted by the National Geodetic Survey in August 1993.
 ET0860
 ET0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0860
 ET0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0860
 ET0860.The geoid height was determined by GEOID03.
 ET0860
 ET0860;                    North         East     Units Scale Factor Converg.
 ET0860;SPC AZ C     -   413,715.577   203,423.157   MT  0.99990122   -0 03 42.5
 ET0860;SPC AZ C     - 1,357,334.57    667,398.81   iFT  0.99990122   -0 03 42.5
 ET0860;UTM  12      - 3,843,666.431   406,143.972   MT  0.99970857   -0 35 02.8
 ET0860
 ET0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0860!SPC AZ C     -   0.99983771  x   0.99990122  =   0.99973895
 ET0860!UTM  12      -   0.99983771  x   0.99970857  =   0.99954633
 ET0860
 ET0860:                Primary Azimuth Mark                     Grid Az
 ET0860:SPC AZ C     -  SHEEP                                    065 17 17.9
 ET0860:UTM  12      -  SHEEP                                    065 48 38.2
 ET0860
 ET0860|---------------------------------------------------------------------|
 ET0860| PID    Reference Object                     Distance      Geod. Az  |
 ET0860|                                                           dddmmss.s |
 ET0860| ES1039 SHEEP                               APPROX. 7.7 KM 0651335.4 |
 ET0860| CH3369 SILVER RM 1                          10.088 METERS 12323     |
 ET0860| CH3370 SILVER RM 2                          10.138 METERS 30305     |
 ET0860|---------------------------------------------------------------------|
 ET0860
 ET0860                          SUPERSEDED SURVEY CONTROL
 ET0860
 ET0860  NAD 83(1986)-  34 43 50.79645(N)    112 01 30.62500(W) AD(       ) 2
 ET0860  NAD 27      -  34 43 50.72148(N)    112 01 28.06150(W) AD(       ) 2
 ET0860  NGVD 29 (07/19/86) 1058.9    (m)         3474.     (f) VERT ANG    3  
 ET0860
 ET0860.Superseded values are not recommended for survey control.
 ET0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0860.See file dsdata.txt to determine how the superseded data were derived.
 ET0860
 ET0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0614443666(NAD 83)
 ET0860_MARKER: DD = SURVEY DISK
 ET0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0860
 ET0860  HISTORY     - Date     Condition        Report By
 ET0860  HISTORY     - 1979     MONUMENTED       AZDT
 ET0860  HISTORY     - 20040501 MARK NOT FOUND   NGS
 ET0860
 ET0860                          STATION DESCRIPTION
 ET0860
 ET0860'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ET0860'THE STATION IS LOCATED ABOUT 1.25 MILES SOUTH OF COTTONWOOD, 3.5 MILES
 ET0860'SOUTHEAST OF CLARKDALE AND IS SET IN THE WEST R/W OF U.S. HWY. 89A ON
 ET0860'TOP OF A HWY. CUTBANK EAST OF TWO WATER TANKS ON A LOW HILL.
 ET0860'
 ET0860'THE STATION IS AN ADOT HWY. DIVISION DISK SET IN A 10 INCH DIAMETER
 ET0860'CONCRETE MONUMENT AND IS STAMPED---SILVER 1979---THE STATION IS 50 FT.
 ET0860'WEST OF HWY. CENTERLINE, 3 FEET FROM TOP EDGE OF CUTBANK AND IS MARKED
 ET0860'WITH A WITNESS POST AND SIGN 3 FEET TO THE NORTHWEST.
 ET0860'
 ET0860'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---SILVER RM 1
 ET0860'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.3 FEET
 ET0860'AND IS 1 FOOT FROM TOP EDGE OF CUTBANK.
 ET0860'
 ET0860'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---SILVER RM 2
 ET0860'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 ET0860'0.3 FEET, 1 FOOT FROM EDGE OF HWY. CUTBANK.
 ET0860'
 ET0860'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ET0860'ON EAST MINGUS AVE. FOR 0.8 MILES TO U.S. HWY. 89A, TURN LEFT ON HWY.
 ET0860'89A AND TRAVEL SOUTHEASTERLY FOR 0.75 MILE TO THE STATION ON THE RIGHT
 ET0860
 ET0860                          STATION RECOVERY (2004)
 ET0860
 ET0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0860'TWO UPROOTED CONCRETE POSTS WERE FOUND WITH NO DISKS, PRESUMABLY FOR
 ET0860'SILVER AND RM 2.  STATION ASSUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0857 ***********************************************************************
 ET0857  DESIGNATION -  SILVER
 ET0857  PID         -  ET0857
 ET0857  STATE/COUNTY-  AZ/YAVAPAI
 ET0857  USGS QUAD   -  MINNEHAHA (1969)
 ET0857
 ET0857                         *CURRENT SURVEY CONTROL
 ET0857  ___________________________________________________________________
 ET0857* NAD 83(1992)-  34 07 46.81424(N)    112 24 24.33420(W)     ADJUSTED  
 ET0857* NAVD 88     -      1873.5    (meters)    6147.     (feet)  VERTCON   
 ET0857  ___________________________________________________________________
 ET0857  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 ET0857  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 ET0857  HORZ ORDER  -  THIRD
 ET0857
 ET0857.The horizontal coordinates were established by classical geodetic methods
 ET0857.and adjusted by the National Geodetic Survey in August 1993.
 ET0857
 ET0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0857
 ET0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0857
 ET0857.The geoid height was determined by GEOID03.
 ET0857
 ET0857;                    North         East     Units Scale Factor Converg.
 ET0857;SPC AZ C     -   347,144.412   168,156.108   MT  0.99992518   -0 16 29.9
 ET0857;SPC AZ C     - 1,138,925.24    551,693.27   iFT  0.99992518   -0 16 29.9
 ET0857;UTM  12      - 3,777,427.336   370,281.674   MT  0.99980742   -0 47 21.8
 ET0857
 ET0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0857!SPC AZ C     -   0.99971038  x   0.99992518  =   0.99963558
 ET0857!UTM  12      -   0.99971038  x   0.99980742  =   0.99951786
 ET0857
 ET0857:                Primary Azimuth Mark                     Grid Az
 ET0857:SPC AZ C     -  DEL PASCO                                017 26 05.5
 ET0857:UTM  12      -  DEL PASCO                                017 56 57.4
 ET0857
 ET0857|---------------------------------------------------------------------|
 ET0857| PID    Reference Object                     Distance      Geod. Az  |
 ET0857|                                                           dddmmss.s |
 ET0857| ET0855 DEL PASCO                           APPROX.12.1 KM 0170935.6 |
 ET0857|---------------------------------------------------------------------|
 ET0857
 ET0857                          SUPERSEDED SURVEY CONTROL
 ET0857
 ET0857  NAD 83(1986)-  34 07 46.82300(N)    112 24 24.31966(W) AD(       ) 3
 ET0857  NGVD 29 (05/08/89) 1872.7    (m)         6144.     (f) VERT ANG    3  
 ET0857
 ET0857.Superseded values are not recommended for survey control.
 ET0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0857.See file dsdata.txt to determine how the superseded data were derived.
 ET0857
 ET0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7028277427(NAD 83)
 ET0857_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ET0857_SETTING: 66 = SET IN ROCK OUTCROP
 ET0857_SP_SET: SET IN BEDROCK
 ET0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0857+STABILITY: POSITION/ELEVATION WELL
 ET0857
 ET0857  HISTORY     - Date     Condition        Report By
 ET0857  HISTORY     - 1902     MONUMENTED       USGS
 ET0857  HISTORY     - 1903     GOOD             USGS
 ET0857
 ET0857                          STATION DESCRIPTION
 ET0857
 ET0857'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 ET0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2408 ***********************************************************************
 CZ2408  DESIGNATION -  SILVER
 CZ2408  PID         -  CZ2408
 CZ2408  STATE/COUNTY-  AZ/PINAL
 CZ2408  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2408
 CZ2408                         *CURRENT SURVEY CONTROL
 CZ2408  ___________________________________________________________________
 CZ2408* NAD 83(1992)-  32 42 28.42953(N)    111 48 17.55080(W)     ADJUSTED  
 CZ2408* NAVD 88     -       753.6    (meters)    2472.     (feet)  VERTCON   
 CZ2408  ___________________________________________________________________
 CZ2408  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CZ2408  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2408  HORZ ORDER  -  THIRD
 CZ2408
 CZ2408.The horizontal coordinates were established by classical geodetic methods
 CZ2408.and adjusted by the National Geodetic Survey in August 1993.
 CZ2408
 CZ2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2408
 CZ2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2408
 CZ2408.The geoid height was determined by GEOID03.
 CZ2408
 CZ2408;                    North         East     Units Scale Factor Converg.
 CZ2408;SPC AZ C     -   189,365.550   223,840.514   MT  0.99990135   +0 03 37.5
 CZ2408;SPC AZ C     -   621,278.05    734,384.89   iFT  0.99990135   +0 03 37.5
 CZ2408;UTM  12      - 3,619,191.465   424,564.092   MT  0.99967017   -0 26 05.8
 CZ2408
 CZ2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2408!SPC AZ C     -   0.99988645  x   0.99990135  =   0.99978781
 CZ2408!UTM  12      -   0.99988645  x   0.99967017  =   0.99955666
 CZ2408
 CZ2408                          SUPERSEDED SURVEY CONTROL
 CZ2408
 CZ2408  NAD 83(1986)-  32 42 28.42118(N)    111 48 17.54524(W) AD(       ) 3
 CZ2408  NGVD 29 (04/26/91)  753.0    (m)         2470.     (f) VERT ANG    3  
 CZ2408
 CZ2408.Superseded values are not recommended for survey control.
 CZ2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2408.See file dsdata.txt to determine how the superseded data were derived.
 CZ2408
 CZ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2456419191(NAD 83)
 CZ2408_MARKER: DD = SURVEY DISK
 CZ2408_SETTING: 80 = SET IN A BOULDER
 CZ2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2408+STABILITY: SURFACE MOTION
 CZ2408
 CZ2408  HISTORY     - Date     Condition        Report By
 CZ2408  HISTORY     - 1921     MONUMENTED       USGS
 CZ2408
 CZ2408                          STATION DESCRIPTION
 CZ2408
 CZ2408'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2408'LOCATED ABOUT 1 MI E. OF SILVERROOF MINE WHICH IS ABOUT 13 MI SW.
 CZ2408'OF CASA GRANDE ON SOUTHERN PACIFIC RR.  ON HIGHEST POINT OF
 CZ2408'RATHER ROUGH MTN.
 CZ2408'
 CZ2408'TO REACH NOT GIVEN.
 CZ2408'
 CZ2408'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK AT
 CZ2408'CENTER OF ROCK CAIRN ABOUT 7 FT HIGH.
 CZ2408'
 CZ2408'RMS--NONE SET.
 CZ2408'
 CZ2408'NOTE--FORM 9-1165, STATION MARK REPORTED DESTROYED IN 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1997 ***********************************************************************
 CZ1997  DESIGNATION -  SILVER BELL
 CZ1997  PID         -  CZ1997
 CZ1997  STATE/COUNTY-  AZ/PIMA
 CZ1997  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ1997
 CZ1997                         *CURRENT SURVEY CONTROL
 CZ1997  ___________________________________________________________________
 CZ1997* NAD 83(1992)-  32 25 03.76493(N)    111 30 20.10116(W)     ADJUSTED  
 CZ1997* NAVD 88     -      1277.7    (meters)    4192.     (feet)  VERTCON   
 CZ1997  ___________________________________________________________________
 CZ1997  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CZ1997  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ1997  HORZ ORDER  -  SECOND
 CZ1997
 CZ1997.The horizontal coordinates were established by classical geodetic methods
 CZ1997.and adjusted by the National Geodetic Survey in August 1993.
 CZ1997
 CZ1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1997
 CZ1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1997
 CZ1997.The geoid height was determined by GEOID03.
 CZ1997
 CZ1997;                    North         East     Units Scale Factor Converg.
 CZ1997;SPC AZ C     -   157,257.082   252,023.663   MT  0.99991843   +0 13 13.4
 CZ1997;SPC AZ C     -   515,935.31    826,849.29   iFT  0.99991843   +0 13 13.4
 CZ1997;UTM  12      - 3,586,849.940   452,462.428   MT  0.99962787   -0 16 15.8
 CZ1997
 CZ1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1997!SPC AZ C     -   0.99980412  x   0.99991843  =   0.99972256
 CZ1997!UTM  12      -   0.99980412  x   0.99962787  =   0.99943206
 CZ1997
 CZ1997:                Primary Azimuth Mark                     Grid Az
 CZ1997:SPC AZ C     -  BIG MOUNTAIN                             016 12 35.3
 CZ1997:UTM  12      -  BIG MOUNTAIN                             016 42 04.5
 CZ1997
 CZ1997|---------------------------------------------------------------------|
 CZ1997| PID    Reference Object                     Distance      Geod. Az  |
 CZ1997|                                                           dddmmss.s |
 CZ1997| CZ1944 BIG MOUNTAIN                        APPROX.34.8 KM 0162548.7 |
 CZ1997| CZ1943 PICACHO PEAK                        APPROX.26.1 KM 0221344.5 |
 CZ1997| CZ1923 TORTILLA                            APPROX.47.0 KM 0665244.2 |
 CZ1997| CH5441 SILVER BELL RM                       11.900 METERS 10838     |
 CZ1997| CG1075 HELMET PEAK MINERAL HILL            APPROX.64.0 KM 1411216.7 |
 CZ1997| CG1129 COMOBABI PEAK                       APPROX.72.2 KM 1864749.2 |
 CZ1997| CH5442 SILVER BELL RM 1                      7.825 METERS 21505     |
 CZ1997| CZ2015 SANTA ROSA                          APPROX.35.7 KM 2573222.4 |
 CZ1997| CH5440 SILVER BELL AZ MK                                  2764039.6 |
 CZ1997| CZ1999 SAWTOOTH                            APPROX.18.3 KM 2992144.9 |
 CZ1997| CH5443 SILVER BELL RM 2                      8.413 METERS 31510     |
 CZ1997| CZ2044 CASA GRANDE MOUNTAIN                APPROX.47.9 KM 3362949.9 |
 CZ1997|---------------------------------------------------------------------|
 CZ1997
 CZ1997                          SUPERSEDED SURVEY CONTROL
 CZ1997
 CZ1997  NAD 83(1986)-  32 25 03.75997(N)    111 30 20.10043(W) AD(       ) 2
 CZ1997  NAD 27      -  32 25 03.50000(N)    111 30 17.68400(W) AD(       ) 2
 CZ1997  NGVD 29 (07/19/86) 1277.1    (m)         4190.     (f) VERT ANG    3  
 CZ1997
 CZ1997.Superseded values are not recommended for survey control.
 CZ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1997.See file dsdata.txt to determine how the superseded data were derived.
 CZ1997
 CZ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA5246286850(NAD 83)
 CZ1997
 CZ1997  HISTORY     - Date     Condition        Report By
 CZ1997  HISTORY     - 1919     MONUMENTED       CGS
 CZ1997  HISTORY     - 1935     GOOD             CGS
 CZ1997  HISTORY     - 1972     GOOD             AZHD
 CZ1997
 CZ1997                          STATION DESCRIPTION
 CZ1997
 CZ1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1997'NEAR THE TOWN OF SILVERBELL, ON THE HIGHEST PART OF THE
 CZ1997'ROCKY PEAK JUST EAST OF THE TERMINAL OF THE AMERICAN SMELTING
 CZ1997'AND REFINING CO. RAILROAD, WHICH PEAK IS SLIGHTLY LOWER THAN
 CZ1997'A SIMILAR PEAK ABOUT 1 MILE SOUTH.  TO REACH, FOLLOW UP THE
 CZ1997'WASH EAST OF THE ROUNDHOUSE TO THE FOOT OF THE PEAK, THEN
 CZ1997'CLIMB OVER THE LEDGES TO THE TOP.  MARKED BY A STANDARD
 CZ1997'BRONZE DISK.  REFERENCE MARK NO. 1
 CZ1997'IS 7.825 METERS (25.67 FEET) FROM STATION  S 35 DEG 05 MIN W.
 CZ1997'05 MIN.  REFERENCE MARK NO. 2 IS 8.413 METERS (27.60 FEET)
 CZ1997'FROM STATION N 44 DEG 50 MIN W.  THE AZIMUTH MARK,
 CZ1997'A STANDARD BRONZE DISK IS IN BEDROCK NEAR THE
 CZ1997'EAST END OF THE OLD ORE LOADING CHUTE, NEAR THE OLD RAILROAD
 CZ1997'DUMP, ABOUT 0.7 MILE EAST OF THE CENTER OF SILVERBELL AND
 CZ1997'ABOUT 2 MILES FROM STATION N 83 DEG 19 MIN W.
 CZ1997
 CZ1997                          STATION RECOVERY (1972)
 CZ1997
 CZ1997'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TEJ)
 CZ1997'GENERAL LOCATION ABOUT 25 MILES AIRLINE N.W. OF TUCSON
 CZ1997'
 CZ1997'TO REACH FROM RILLITO ARIZ FOLLOW SILVER BELL RD WEST
 CZ1997'FOR 20 MILES TO SILVER BELL MINE OFFICES.  FOLLOW TAILINGS
 CZ1997'ROAD NORTH TO BASE OF HILL.  GO UP WASH TO SADDLE ON LEFT.
 CZ1997'
 CZ1997'STATION MARK CEMENT HOLDING CAP IS ERODING AWAY.
 CZ1997'
 CZ1997'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 CZ1997'
 CZ1997'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2266 ***********************************************************************
 DU2266  DESIGNATION -  SILVER BUTTE
 DU2266  PID         -  DU2266
 DU2266  STATE/COUNTY-  AZ/GILA
 DU2266  USGS QUAD   -  CEDAR CREEK (1978)
 DU2266
 DU2266                         *CURRENT SURVEY CONTROL
 DU2266  ___________________________________________________________________
 DU2266* NAD 83(1992)-  33 53 23.50085(N)    110 11 43.13322(W)     ADJUSTED  
 DU2266* NAVD 88     -      1869.7    (meters)    6134.     (feet)  VERTCON   
 DU2266  ___________________________________________________________________
 DU2266  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 DU2266  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 DU2266  HORZ ORDER  -  THIRD
 DU2266
 DU2266.The horizontal coordinates were established by classical geodetic methods
 DU2266.and adjusted by the National Geodetic Survey in August 1993.
 DU2266
 DU2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2266
 DU2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2266
 DU2266.The geoid height was determined by GEOID03.
 DU2266
 DU2266;                    North         East     Units Scale Factor Converg.
 DU2266;SPC AZ E     -   320,438.708   210,710.204   MT  0.99990009   -0 00 57.5
 DU2266;SPC AZ E     - 1,051,308.10    691,306.44   iFT  0.99990009   -0 00 57.5
 DU2266;UTM  12      - 3,750,235.491   574,407.638   MT  0.99966825   +0 26 55.4
 DU2266
 DU2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2266!SPC AZ E     -   0.99971045  x   0.99990009  =   0.99961057
 DU2266!UTM  12      -   0.99971045  x   0.99966825  =   0.99937879
 DU2266
 DU2266:                Primary Azimuth Mark                     Grid Az
 DU2266:SPC AZ E     -  CARRIZO                                  334 33 13.4
 DU2266:UTM  12      -  CARRIZO                                  334 05 20.5
 DU2266
 DU2266|---------------------------------------------------------------------|
 DU2266| PID    Reference Object                     Distance      Geod. Az  |
 DU2266|                                                           dddmmss.s |
 DU2266| DU1590 CARRIZO                             APPROX.12.6 KM 3343215.9 |
 DU2266|---------------------------------------------------------------------|
 DU2266
 DU2266                          SUPERSEDED SURVEY CONTROL
 DU2266
 DU2266  NAD 83(1986)-  33 53 23.49625(N)    110 11 43.13948(W) AD(       ) 3
 DU2266  NGVD 29 (04/27/90) 1869.0    (m)         6132.     (f) VERT ANG    3  
 DU2266
 DU2266.Superseded values are not recommended for survey control.
 DU2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2266.See file dsdata.txt to determine how the superseded data were derived.
 DU2266
 DU2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC7440850235(NAD 83)
 DU2266_MARKER: DS = TRIANGULATION STATION DISK
 DU2266_SETTING: 66 = SET IN ROCK OUTCROP
 DU2266_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2266+STABILITY: POSITION/ELEVATION WELL
 DU2266
 DU2266  HISTORY     - Date     Condition        Report By
 DU2266  HISTORY     - 1960     MONUMENTED       USGS
 DU2266
 DU2266                          STATION DESCRIPTION
 DU2266
 DU2266'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DU2266'LOCATED ABOUT 14 MI W. OF WHITERIVER, ABOUT 1.5 MI SW. OF CEDAR
 DU2266'CREEK.  ON HIGHEST AND NORTHERN PART OF SILVER BUTTE, IN TOP OF
 DU2266'BROKEN ROCK OUTCROP.
 DU2266'
 DU2266'TO REACH FROM CEDAR CREEK TRADING POST, GO 1.9 MI NW. ON STATE
 DU2266'HWY. 73.  TURN LEFT ON TRACK RD. PASSING THROUGH GATE 1.6 MI TO
 DU2266'FORK.  TAKE LEFT FORK 0.1 MI.  BEAR SE. 1.9 MI CROSS-COUNTRY TO
 DU2266'STOCK TANK WITH FENCE ON EAST EDGE.  CROSS TOP OF DAM AND GO
 DU2266'THROUGH WIRE GATE AT EAST END OF DAM, CONTINUE CROSS-COUNTRY
 DU2266'ABOUT 0.5 MI SSE. TO END OF TRUCK TRAVEL AT SHARP WALLED GULLEY.
 DU2266'PACK TOWARDS SOUTHWEST SLOPE OF BUTTE, THEN UP SOUTHWEST SIDE TO
 DU2266'TOP.  ABOUT A 1-HOUR PACK.
 DU2266'
 DU2266'STATION MARK--STANDARD TABLET STAMPED---SILVER BUTTE 1960---,
 DU2266'CEMENTED IN DRILL HOLE IN SOLID ROCK.
 DU2266'
 DU2266'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1090 ***********************************************************************
 FS1090  DESIGNATION -  SILVER CREEK 2
 FS1090  PID         -  FS1090
 FS1090  STATE/COUNTY-  AZ/MOHAVE
 FS1090  USGS QUAD   -  DAVIS DAM SE (1983)
 FS1090
 FS1090                         *CURRENT SURVEY CONTROL
 FS1090  ___________________________________________________________________
 FS1090* NAD 83(1992)-  35 06 49.64046(N)    114 34 16.47155(W)     NO CHECK  
 FS1090* NAVD 88     -       241.4    (meters)     792.     (feet)  VERTCON   
 FS1090  ___________________________________________________________________
 FS1090  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FS1090  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FS1090  HORZ ORDER  -  SECOND
 FS1090
 FS1090.The horizontal coordinates were established by classical geodetic methods
 FS1090.and adjusted by the National Geodetic Survey in August 1993.
 FS1090.No horizontal observational check was made to the station.
 FS1090
 FS1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1090
 FS1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1090
 FS1090.The geoid height was determined by GEOID03.
 FS1090
 FS1090;                    North         East     Units Scale Factor Converg.
 FS1090;SPC AZ W     -   456,520.714   138,498.360   MT  1.00000238   -0 28 20.6
 FS1090;SPC AZ W     - 1,497,771.37    454,390.94   iFT  1.00000238   -0 28 20.6
 FS1090;SPC CA 5     -   684,341.876 2,312,492.401   MT  0.99994211   +1 57 16.0
 FS1090;SPC CA 5     - 2,245,211.64  7,586,902.15   sFT  0.99994211   +1 57 16.0
 FS1090;SPC NV E     - 8,040,823.190   292,256.282   MT  1.00000486   +0 34 55.9
 FS1090;SPC NV E     -26,380,600.75    958,844.15   sFT  1.00000486   +0 34 55.9
 FS1090;UTM  11      - 3,888,361.385   721,343.541   MT  1.00020384   +1 23 51.3
 FS1090
 FS1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1090!SPC AZ W     -   0.99996684  x   1.00000238  =   0.99996922
 FS1090!SPC CA 5     -   0.99996684  x   0.99994211  =   0.99990895
 FS1090!SPC NV E     -   0.99996684  x   1.00000486  =   0.99997170
 FS1090!UTM  11      -   0.99996684  x   1.00020384  =   1.00017068
 FS1090
 FS1090|---------------------------------------------------------------------|
 FS1090| PID    Reference Object                     Distance      Geod. Az  |
 FS1090|                                                           dddmmss.s |
 FS1090| CC5217 6 EAM                                42.520 METERS 18708     |
 FS1090| CC5216 5 EAM 707                                          3162937.4 |
 FS1090| CC5645 ROUTE 95 STA 1973                     4.717 METERS 32951     |
 FS1090| FS1082 DAVIS DAM SO CAL EDISON STACK       APPROX. 4.0 KM 3324154.3 |
 FS1090|---------------------------------------------------------------------|
 FS1090
 FS1090                          SUPERSEDED SURVEY CONTROL
 FS1090
 FS1090  NAD 83(1986)-  35 06 49.64570(N)    114 34 16.46948(W) AD(       ) 2
 FS1090  NAD 27      -  35 06 49.64313(N)    114 34 13.59784(W) AD(       ) 2
 FS1090  NGVD 29 (07/19/86)  240.7    (m)          790.     (f) VERT ANG    3  
 FS1090
 FS1090.Superseded values are not recommended for survey control.
 FS1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1090.See file dsdata.txt to determine how the superseded data were derived.
 FS1090
 FS1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2134488361(NAD 83)
 FS1090_MARKER: DS = TRIANGULATION STATION DISK
 FS1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1090_STAMPING: SILVER CREEK 2 1973
 FS1090_MARK LOGO: NGS   
 FS1090
 FS1090  HISTORY     - Date     Condition        Report By
 FS1090  HISTORY     - 1973     MONUMENTED       NGS
 FS1090
 FS1090                          STATION DESCRIPTION
 FS1090
 FS1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FS1090'THE STATION IS LOCATED 2-1/2 MILES SOUTH OF BULLHEAD CITY
 FS1090'AND 1 MILE EAST OF ARIZONA HIGHWAY 95.
 FS1090'
 FS1090'THE STATION MARK IS A STANDARD DISK
 FS1090'STAMPED---SILVER CREEK 2 1973---, AND
 FS1090'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 FS1090'WITH THE GROUND SURFACE.  THE MARK IS 73 FEET NORTH OF THE ROAD,
 FS1090'14 FEET SOUTHEAST OF THE WITNESS POST, 12 FEET NORTHEAST OF THE
 FS1090'EAST 1 OF 3 POWER POLES ON EASEMENT OF A POWER LINE.
 FS1090'
 FS1090'6EAM (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 FS1090'STAMPED---6 EAM 1965---, AND
 FS1090'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 FS1090'PROJECTS ABOUT 2 FEET.  IT IS 63 FEET SOUTH OF THE CENTER OF THE
 FS1090'ROAD AND 4 FEET EAST OF A WITNESS POST.  (USED FOR A REFERENCE
 FS1090'MARK)
 FS1090'
 FS1090'MOHAVE COUNTY SURVEY STATION DISK,
 FS1090'STAMPED---1973---.  IS SET IN TOP OF
 FS1090'A 6 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  IT
 FS1090'IS 24 FEET SOUTH OF THE EDGE OF A WIDE WASH, 18 FEET NORTH OF THE
 FS1090'EAST 1 OF 3 POWER POLES AND UNDER THE POWERLINES.  (USED FOR A
 FS1090'REFERENCE MARK)
 FS1090'
 FS1090'5EAA (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 FS1090'STAMPED---5 EAM 707 1965---, AND
 FS1090'IT IS SET IN THE TOP OF A 12 INCH CONCRETE
 FS1090'MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS
 FS1090'ON TOP OF A NARROW RIDGE AT THE NORTH SIDE OF A TRACK ROAD.
 FS1090'40 FEET SOUTH OF SILVER CREEK ROAD, 2 FEET SOUTHEAST OF A
 FS1090'WITNESS POST AND 0.35 MILE WEST OF THE STATION.
 FS1090'
 FS1090'TO REACH THE STATION FROM THE POST OFFICE IN BULLHEAD CITY,
 FS1090'GO SOUTH ALONG ARIZONA HIGHWAY 95 FOR 2.5 MILES TO SILVER
 FS1090'CREEK ROAD.  TURN LEFT AND GO EAST FOR 1.0 MILE TO A HIGHLINE
 FS1090'CROSSING AND STATION ON THE LEFT.  A TRANSFORMER STATION IS ON
 FS1090'THE RIGHT AT THIS POINT.
 FS1090'
 FS1090'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0336 ***********************************************************************
 CF0336  DESIGNATION -  SILVER RESET
 CF0336  PID         -  CF0336
 CF0336  STATE/COUNTY-  AZ/COCHISE
 CF0336  USGS QUAD   -  CINDER HILL (1985)
 CF0336
 CF0336                         *CURRENT SURVEY CONTROL
 CF0336  ___________________________________________________________________
 CF0336* NAD 83(1992)-  31 27 48.40474(N)    109 21 50.98104(W)     ADJUSTED  
 CF0336* NAVD 88     -      1334.5    (meters)    4378.     (feet)  VERTCON   
 CF0336  ___________________________________________________________________
 CF0336  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CF0336  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CF0336  HORZ ORDER  -  SECOND
 CF0336
 CF0336.The horizontal coordinates were established by classical geodetic methods
 CF0336.and adjusted by the National Geodetic Survey in August 1993.
 CF0336
 CF0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0336
 CF0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0336
 CF0336.The geoid height was determined by GEOID03.
 CF0336
 CF0336;                    North         East     Units Scale Factor Converg.
 CF0336;SPC AZ E     -    51,657.475   289,623.026   MT  0.99997171   +0 25 08.0
 CF0336;SPC AZ E     -   169,479.90    950,206.78   iFT  0.99997171   +0 25 08.0
 CF0336;UTM  12      - 3,482,123.433   655,416.392   MT  0.99989792   +0 51 14.4
 CF0336
 CF0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0336!SPC AZ E     -   0.99979471  x   0.99997171  =   0.99976643
 CF0336!UTM  12      -   0.99979471  x   0.99989792  =   0.99969265
 CF0336
 CF0336:                Primary Azimuth Mark                     Grid Az
 CF0336:SPC AZ E     -  SILVER AZ MK                             028 31 47.2
 CF0336:UTM  12      -  SILVER AZ MK                             028 05 40.8
 CF0336
 CF0336|---------------------------------------------------------------------|
 CF0336| PID    Reference Object                     Distance      Geod. Az  |
 CF0336|                                                           dddmmss.s |
 CF0336| CC8254 SILVER AZ MK                                       0285655.2 |
 CF0336| CS5452 SILVER RM 3                          14.406 METERS 04125     |
 CF0336| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.12.4 KM 1931136.7 |
 CF0336| CC8255 SILVER RM 1                          23.984 METERS 22059     |
 CF0336| CC8256 SILVER RM 2                          10.531 METERS 34911     |
 CF0336|---------------------------------------------------------------------|
 CF0336
 CF0336                          SUPERSEDED SURVEY CONTROL
 CF0336
 CF0336  NAD 83(1986)-  31 27 48.40570(N)    109 21 50.96325(W) AD(       ) 2
 CF0336  NAD 27      -  31 27 48.04600(N)    109 21 48.73400(W) AD(       ) 2
 CF0336  NGVD 29 (03/13/91) 1333.7    (m)         4376.     (f) VERT ANG    3  
 CF0336
 CF0336.Superseded values are not recommended for survey control.
 CF0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0336.See file dsdata.txt to determine how the superseded data were derived.
 CF0336
 CF0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV5541682123(NAD 83)
 CF0336_MARKER: DS = TRIANGULATION STATION DISK
 CF0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CF0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0336+STABILITY: SURFACE MOTION
 CF0336
 CF0336  HISTORY     - Date     Condition        Report By
 CF0336  HISTORY     - 1982     MONUMENTED       AZDT
 CF0336
 CF0336                          STATION DESCRIPTION
 CF0336
 CF0336'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0336'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CF0336'RECOVERED.  THE AZIMUTH MARK IS OBSTRUCTED, REFERENCE MARK 2 IS NOT
 CF0336'REAL SOLIDLY SET IN THE GROUND AND REFERENCE MARK 3 WAS ESTABLISHED AT
 CF0336'THIS TIME.  THE STATION MARK WAS ALSO LOOSE AND A NEW SURFACE MARK WAS
 CF0336'SET OVER THE UNDERGROUND MARK.
 CF0336'
 CF0336'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED---SILVER 1938
 CF0336'1982---.  IT IS 3.5 FEET NORTHWEST OF THE WITNESS POST.
 CF0336'
 CF0336'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---SILVER NO 3 1938
 CF0336'1982---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0336'
 CF0336'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0336'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL
 CF0336'NORTH ALONG U.S. 80 FOR 18.65 MILES TO THE STATION ON THE LEFT AT
 CF0336'MILE POST 384.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0983 ***********************************************************************
 ET0983  DESIGNATION -  SIMMONS
 ET0983  PID         -  ET0983
 ET0983  STATE/COUNTY-  AZ/YAVAPAI
 ET0983  USGS QUAD   -  SULLIVAN BUTTES (1979)
 ET0983
 ET0983                         *CURRENT SURVEY CONTROL
 ET0983  ___________________________________________________________________
 ET0983* NAD 83(1992)-  34 50 32.13580(N)    112 34 14.53442(W)     ADJUSTED  
 ET0983* NAVD 88     -      1755.6    (meters)    5760.     (feet)  VERTCON   
 ET0983  ___________________________________________________________________
 ET0983  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 ET0983  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 ET0983  HORZ ORDER  -  FIRST
 ET0983
 ET0983.The horizontal coordinates were established by classical geodetic methods
 ET0983.and adjusted by the National Geodetic Survey in August 1993.
 ET0983
 ET0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0983
 ET0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0983
 ET0983.The geoid height was determined by GEOID03.
 ET0983
 ET0983;                    North         East     Units Scale Factor Converg.
 ET0983;SPC AZ C     -   426,271.472   153,545.304   MT  0.99994408   -0 22 25.2
 ET0983;SPC AZ C     - 1,398,528.45    503,757.56   iFT  0.99994408   -0 22 25.2
 ET0983;UTM  12      - 3,856,675.306   356,389.850   MT  0.99985419   -0 53 51.1
 ET0983
 ET0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0983!SPC AZ C     -   0.99972862  x   0.99994408  =   0.99967271
 ET0983!UTM  12      -   0.99972862  x   0.99985419  =   0.99958285
 ET0983
 ET0983:                Primary Azimuth Mark                     Grid Az
 ET0983:SPC AZ C     -  PHOENIX WILLIAMS AWY BCN 38 A            040 19 08.0
 ET0983:UTM  12      -  PHOENIX WILLIAMS AWY BCN 38 A            040 50 33.9
 ET0983
 ET0983|---------------------------------------------------------------------|
 ET0983| PID    Reference Object                     Distance      Geod. Az  |
 ET0983|                                                           dddmmss.s |
 ET0983| FR0872 PHOENIX WILLIAMS AWY BCN 38 A       APPROX.51.9 KM 0395642.8 |
 ET0983| CH3372 SIMMONS RM 1                          4.913 METERS 09738     |
 ET0983| ET0889 PRESCOTT AIRPORT AIRWAY BCN         APPROX.24.9 KM 1484116.3 |
 ET0983| CH3371 SIMMONS AZ MK                                      2651835.9 |
 ET0983| CH3373 SIMMONS RM 2                          5.367 METERS 33816     |
 ET0983|---------------------------------------------------------------------|
 ET0983
 ET0983                          SUPERSEDED SURVEY CONTROL
 ET0983
 ET0983  NAD 83(1986)-  34 50 32.13566(N)    112 34 14.53254(W) AD(       ) 1
 ET0983  NAD 27      -  34 50 32.05900(N)    112 34 11.90600(W) AD(       ) 1
 ET0983  NGVD 29 (07/19/86) 1754.7    (m)         5757.     (f) VERT ANG    3  
 ET0983
 ET0983.Superseded values are not recommended for survey control.
 ET0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0983.See file dsdata.txt to determine how the superseded data were derived.
 ET0983
 ET0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5639056675(NAD 83)
 ET0983_MARKER: DS = TRIANGULATION STATION DISK
 ET0983_SETTING: 66 = SET IN ROCK OUTCROP
 ET0983_SP_SET: SET IN BEDROCK
 ET0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0983+STABILITY: POSITION/ELEVATION WELL
 ET0983
 ET0983  HISTORY     - Date     Condition        Report By
 ET0983  HISTORY     - 1902     MONUMENTED       USGS
 ET0983  HISTORY     - 1944     GOOD             CGS
 ET0983  HISTORY     - 1973     GOOD             USGS
 ET0983
 ET0983                          STATION DESCRIPTION
 ET0983
 ET0983'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0983'LOCATED 4 MI NE. OF SIMMONS POST OFFICE.  ON HIGHEST OF PROMINENT
 ET0983'HILLS.
 ET0983'
 ET0983'TO REACH NOT GIVEN.
 ET0983'
 ET0983'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN SOLID
 ET0983'GRANITE SANDSTONE.
 ET0983'
 ET0983'RMS--NONE SET.
 ET0983
 ET0983                          STATION RECOVERY (1944)
 ET0983
 ET0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0983'STATION IS ON THE HIGHEST AND MOST PROMINENT HILL IN THE
 ET0983'VICINITY, ABOUT 4 MILES E OF THE OLD SIMMONS RANCH, AND 22
 ET0983'MILES NNW OF PRESCOTT.
 ET0983'
 ET0983'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET
 ET0983'IN BEDROCK.  IT IS NOT STAMPED.
 ET0983'
 ET0983'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET0983'PROJECTING 2 FEET AND IS STAMPED SIMMONS NO 1 1944.
 ET0983'
 ET0983'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET0983'2 FEET LOWER THAN STATION AND IS STAMPED SIMMONS NO 2 1944.
 ET0983'
 ET0983'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 ET0983'6 INCHES AND IS STAMPED SIMMONS USGS 1944.  IT IS 5 FEET
 ET0983'E OF A 3-FOOT ROCK CAIRN, 15 FEET N OF A WHITE WITNESS POST,
 ET0983'AND 25 FEET N OF A SMALL WASH.
 ET0983'
 ET0983'TO REACH STATION FROM PRESCOTT, GO NW FROM THE MILLER VALLEY
 ET0983'SCHOOL FOR 1.4 MILES, TAKE SHARP RIGHT TURN AND GO 1.5 MILES
 ET0983'TO A SMALL BRIDGE AND END OF PAVEMENT.  CONTINUE ON WALNUT
 ET0983'CREEK ROAD AND GO 16.1 MILES TO ROAD ON LEFT AND SIGN CCC
 ET0983'CAMP.  CONTINUE STRAIGHT AHEAD FOR 2.5 MILES, TAKE RIGHT
 ET0983'TURN AND GO 0.5 MILE TO INTERSECTION.  TURN SHARP LEFT AND
 ET0983'GO 1.2 MILES, TAKE RIGHT FORK UP SMALL HILL AND GO 0.2 MILE
 ET0983'TO GATE.  PASS THROUGH GATE AND GO 0.1 MILE TO GATE, THENCE
 ET0983'0.3 MILE AND TAKE RIGHT FORK ONTO A TRACK ROAD.  GO 0.1
 ET0983'MILE ON TRACK ROAD TO FENCE CORNER AND FORKS.  TAKE LEFT
 ET0983'FORK AND GO 0.3 MILE TO GATE.  PASS THROUGH GATE AND TAKE
 ET0983'RIGHT FORK 0.4 MILE TO GATE AND SIGN READING G.W. SULLIVAN
 ET0983'ESTATE.  PASS THROUGH GATE AND GO 0.1 MILE, TAKE LEFT
 ET0983'FORK AND GO 1.0 MILE ACROSS FLATS AND THEN ALONG TOP OF
 ET0983'RIDGE TO BLAZED TREE.  TURN RIGHT, OFF ROAD, AND GO
 ET0983'DOWN HILL TO WASH 0.2 MILE.  CROSS WASH AND TURN LEFT AND
 ET0983'GO UP ALONG RIGHT-HAND SIDE OF WASH, FOLLOWING DIM
 ET0983'TRACKS, FOR 0.7 MILE TO BLAZED TREE NEAR WASH ON LEFT.
 ET0983'CROSS WASH, TURN SHARP RIGHT TO AZIMUTH MARK.  FROM
 ET0983'AZIMUTH MARK PROCEED UP TOWARDS STATION ABOUT 1/4 MILE TO
 ET0983'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK UP
 ET0983'SLOPE TO HIGHEST POINT AND STATION.  A 1/2-HOUR PACK.
 ET0983'
 ET0983'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET0983
 ET0983                          STATION RECOVERY (1973)
 ET0983
 ET0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (UNK)
 ET0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1305 ***********************************************************************
 DA1305  DESIGNATION -  SIMMONS
 DA1305  PID         -  DA1305
 DA1305  STATE/COUNTY-  AZ/YUMA
 DA1305  USGS QUAD   -  PINTA PLAYA (1990)
 DA1305
 DA1305                         *CURRENT SURVEY CONTROL
 DA1305  ___________________________________________________________________
 DA1305* NAD 83(1992)-  32 12 07.29063(N)    113 28 30.82675(W)     ADJUSTED  
 DA1305* NAVD 88     -       671.3    (meters)    2202.     (feet)  VERTCON   
 DA1305  ___________________________________________________________________
 DA1305  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DA1305  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1305  HORZ ORDER  -  THIRD
 DA1305
 DA1305.The horizontal coordinates were established by classical geodetic methods
 DA1305.and adjusted by the National Geodetic Survey in August 1993.
 DA1305
 DA1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1305
 DA1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1305
 DA1305.The geoid height was determined by GEOID03.
 DA1305
 DA1305;                    North         East     Units Scale Factor Converg.
 DA1305;SPC AZ W     -   133,304.612   239,265.138   MT  0.99994161   +0 08 47.1
 DA1305;SPC AZ W     -   437,351.09    784,990.61   iFT  0.99994161   +0 08 47.1
 DA1305;UTM  12      - 3,565,515.749   266,683.833   MT  1.00027136   -1 19 10.8
 DA1305
 DA1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1305!SPC AZ W     -   0.99989978  x   0.99994161  =   0.99984140
 DA1305!UTM  12      -   0.99989978  x   1.00027136  =   1.00017111
 DA1305
 DA1305:                Primary Azimuth Mark                     Grid Az
 DA1305:SPC AZ W     -  SAN                                      037 30 52.0
 DA1305:UTM  12      -  SAN                                      038 58 49.9
 DA1305
 DA1305|---------------------------------------------------------------------|
 DA1305| PID    Reference Object                     Distance      Geod. Az  |
 DA1305|                                                           dddmmss.s |
 DA1305| DA1304 SAN                                 APPROX.14.8 KM 0373939.1 |
 DA1305|---------------------------------------------------------------------|
 DA1305
 DA1305                          SUPERSEDED SURVEY CONTROL
 DA1305
 DA1305  NAD 83(1986)-  32 12 07.27023(N)    113 28 30.83470(W) AD(       ) 3
 DA1305  NGVD 29 (06/20/88)  670.6    (m)         2200.     (f) VERT ANG    3  
 DA1305
 DA1305.Superseded values are not recommended for survey control.
 DA1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1305.See file dsdata.txt to determine how the superseded data were derived.
 DA1305
 DA1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA6668465516(NAD 83)
 DA1305_MARKER: DS = TRIANGULATION STATION DISK
 DA1305_SETTING: 80 = SET IN A BOULDER
 DA1305_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DA1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1305+STABILITY: SURFACE MOTION
 DA1305
 DA1305  HISTORY     - Date     Condition        Report By
 DA1305  HISTORY     - 1962     MONUMENTED       AMS
 DA1305
 DA1305                          STATION DESCRIPTION
 DA1305
 DA1305'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1305'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1305'
 DA1305'LOCATED ABOUT 38 MI WSW. OF AJO, ABOUT 16 MI ESE. OF TULE WELL,
 DA1305'ABOUT 13.5 MI NW. OF PAPAGO WELL, ABOUT 7.5 MI NW. OF SOUTH END
 DA1305'OF RANGE.  ON PROMINENT PEAK IN SIERRA PINTA MOUNTAINS.
 DA1305'
 DA1305'REACHED BY HELICOPTER.
 DA1305'
 DA1305'STATION MARK--USE DISK STAMPED---SIMMONS ARMY MAP SERVICE 1962---,
 DA1305'CEMENTED IN DRILL HOLE IN LARGE GRANITE ROCK PROJECTING 1.1 FT.
 DA1305'
 DA1305'RM 1--USE RM DISK
 DA1305'STAMPED---SIMMONS RM NO 1 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1305'DRILL HOLE IN TOP OF OUTCROPPING BOULDER, ABOUT 2.5 FT LOWER THAN
 DA1305'STATION MARK.
 DA1305'
 DA1305'RM 2--USE RM DISK
 DA1305'STAMPED---SIMMONS RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN
 DA1305'DRILL HOLE IN TOP OF LARGE BOULDER PROJECTING ABOUT 2 FT, ABOUT
 DA1305'25 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0348 ***********************************************************************
 CY0348  DESIGNATION -  SIMON
 CY0348  PID         -  CY0348
 CY0348  STATE/COUNTY-  AZ/COCHISE
 CY0348  USGS QUAD   -  SAN SIMON (1987)
 CY0348
 CY0348                         *CURRENT SURVEY CONTROL
 CY0348  ___________________________________________________________________
 CY0348* NAD 83(1992)-  32 15 34.23242(N)    109 11 43.87953(W)     ADJUSTED  
 CY0348* NAVD 88     -      1104.217  (meters)    3622.75   (feet)  ADJUSTED  
 CY0348  ___________________________________________________________________
 CY0348  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CY0348  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CY0348  DYNAMIC HT  -        1102.579 (meters)    3617.38  (feet)  COMP
 CY0348  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 CY0348
 CY0348  HORZ ORDER  -  SECOND
 CY0348  VERT ORDER  -  FIRST     CLASS II
 CY0348
 CY0348.The horizontal coordinates were established by classical geodetic methods
 CY0348.and adjusted by the National Geodetic Survey in August 1993.
 CY0348
 CY0348.The orthometric height was determined by differential leveling
 CY0348.and adjusted in June 1991.
 CY0348
 CY0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0348
 CY0348.The geoid height was determined by GEOID03.
 CY0348
 CY0348.The dynamic height is computed by dividing the NAVD 88
 CY0348.geopotential number by the normal gravity value computed on the
 CY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0348.degrees latitude (g = 980.6199 gals.).
 CY0348
 CY0348.The modeled gravity was interpolated from observed gravity values.
 CY0348
 CY0348;                    North         East     Units Scale Factor Converg.
 CY0348;SPC AZ E     -   140,054.784   304,859.844   MT  1.00000321   +0 31 06.2
 CY0348;SPC AZ E     -   459,497.32  1,000,196.34   iFT  1.00000321   +0 31 06.2
 CY0348;SPC NM W     -   140,457.642   701,651.819   MT  1.00011975   -0 43 37.8
 CY0348;SPC NM W     -   460,818.11  2,302,002.68   sFT  1.00011975   -0 43 37.8
 CY0348;UTM  12      - 3,570,629.821   669,972.956   MT  0.99995629   +0 57 48.2
 CY0348
 CY0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0348!SPC AZ E     -   0.99983084  x   1.00000321  =   0.99983405
 CY0348!SPC NM W     -   0.99983084  x   1.00011975  =   0.99995057
 CY0348!UTM  12      -   0.99983084  x   0.99995629  =   0.99978713
 CY0348
 CY0348|---------------------------------------------------------------------|
 CY0348| PID    Reference Object                     Distance      Geod. Az  |
 CY0348|                                                           dddmmss.s |
 CY0348| CY0349 SIMON RM 1                           11.193 METERS 09743     |
 CY0348| CC8258 ROUTE 86 STA 4270+30                               2832529.4 |
 CY0348| CY0347 SIMON RM 2                           11.188 METERS 29356     |
 CY0348|---------------------------------------------------------------------|
 CY0348
 CY0348                          SUPERSEDED SURVEY CONTROL
 CY0348
 CY0348  NAD 83(1986)-  32 15 34.22805(N)    109 11 43.87756(W) AD(       ) 2
 CY0348  NAD 27      -  32 15 33.95100(N)    109 11 41.66220(W) AD(       ) 2
 CY0348  NGVD 29 (??/??/92) 1103.647  (m)         3620.88   (f) ADJ UNCH    1 2
 CY0348
 CY0348.Superseded values are not recommended for survey control.
 CY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0348.See file dsdata.txt to determine how the superseded data were derived.
 CY0348
 CY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6997370630(NAD 83)
 CY0348_MARKER: DS = TRIANGULATION STATION DISK
 CY0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0348_STAMPING: SIMON 1960
 CY0348_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0348+STABILITY: SURFACE MOTION
 CY0348
 CY0348  HISTORY     - Date     Condition        Report By
 CY0348  HISTORY     - 1960     MONUMENTED       CGS
 CY0348  HISTORY     - 1960     GOOD             CGS
 CY0348  HISTORY     - 1968     GOOD             CGS
 CY0348  HISTORY     - 1979     GOOD             NGS
 CY0348
 CY0348                          STATION DESCRIPTION
 CY0348
 CY0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0348'THE STATION IS LOCATED ABOUT 2 MILES EAST OF SAN SIMON, 0.8
 CY0348'MILE WEST OF THE ARIZONA INSPECTION STATION AND 95 FEET NORTH
 CY0348'OF ARIZONA STATE HIGHWAY 86.
 CY0348'
 CY0348'TO REACH FROM THE POST OFFICE IN SAN SIMON GO SOUTH FOR 0.1
 CY0348'MILE TO STATE HIGHWAY 86, TURN LEFT, EAST, AND GO 1.9 MILES
 CY0348'TO THE STATION ON THE LEFT.
 CY0348'
 CY0348'STATION MARK IS A STANDARD DISK, STAMPED SIMON 1960, SET IN
 CY0348'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 CY0348'INCHES.  IT IS 6 FEET SOUTH OF A METAL WITNESS POST, 7 FEET
 CY0348'SOUTH OF A FENCE AND 95 FEET NORTH OF ARIZONA STATE HIGHWAY
 CY0348'86.
 CY0348'
 CY0348'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SIMON NO 1
 CY0348'1960, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CY0348'3 INCHES.  IT IS 2 FEET SOUTH OF THE FENCE.
 CY0348'
 CY0348'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SIMON NO 2
 CY0348'1960, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 CY0348'PROJECTS 3 INCHES.  IT IS 1 FOOT SOUTH OF THE FENCE.
 CY0348'
 CY0348'THE AZIMUTH MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT DISK,
 CY0348'STAMPED 360261 4270+30 1939, CEMENTED IN A DRILL HOLE IN THE
 CY0348'SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE, 0.65 MILE WEST OF
 CY0348'THE STATION ON ARIZONA STATE HIGHWAY 86.  IT IS 5 FEET EAST
 CY0348'OF THE SOUTHWEST ABUTMENT OF THE BRIDGE AND 16 FEET SOUTH
 CY0348'OF THE CENTER LINE OF THE HIGHWAY.
 CY0348
 CY0348                          STATION RECOVERY (1960)
 CY0348
 CY0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0348'2.0 MI E FROM SAN SIMON.
 CY0348'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON A PAVED
 CY0348'STREET, THENCE 1.9 MILE EAST ON STATE HIGHWAY 86 TO STATION, 7.0 FEET
 CY0348'SOUTH OF FENCE, 95.0 FEET NORTH OF CENTERLINE OF HIGHWAY, 6 FEET SOUTH
 CY0348'OF WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CY0348'PROJECTING 3 INCHES.
 CY0348
 CY0348                          STATION RECOVERY (1968)
 CY0348
 CY0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CY0348'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0348
 CY0348                          STATION RECOVERY (1979)
 CY0348
 CY0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0348'2.7 KILOMETERS (1.7 MILES) EAST ALONG OLD U. S. HIGHWAY 86 FROM
 CY0348'THE SAN SIMON HIGH SCHOOL IN SAN SIMON, 0.3 KILOMETER (0.2 MILE)
 CY0348'EAST OF THE JUNCTION OF BUSINESS LOOP I 10 AND THE NORTH FRONTAGE
 CY0348'ROAD, 28.6 METERS (93.8 FEET) NORTH OF THE CENTERLINE OF HIGHWAY
 CY0348'86, 36.58 METERS (120.0 FEET) EAST OF THE THIRD POWERPOLE WEST
 CY0348'OF A POWERLINE JUNCTION POLE, 17.6 METERS (57.75 FEET) WEST OF
 CY0348'THE SECOND POWERPOLE EAST OF A POWERLINE JUNCTION POLE,
 CY0348'3.42 METERS (11.25 FEET) SOUTHEAST OF A BRACED ANGLE IRON FENCE
 CY0348'POST, 2.05 METERS (6.75 FEET) SOUTH OF THE RIGHT OF WAY FENCE.
 CY0348'THE MARK IS 1.8 METERS  S FROM A WITNESS POST.
 CY0348'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1479 ***********************************************************************
 DA1479  DESIGNATION -  SIMON
 DA1479  PID         -  DA1479
 DA1479  STATE/COUNTY-  AZ/PIMA
 DA1479  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA1479
 DA1479                         *CURRENT SURVEY CONTROL
 DA1479  ___________________________________________________________________
 DA1479* NAD 83(1992)-  32 10 52.53061(N)    112 18 58.76685(W)     ADJUSTED  
 DA1479* NAVD 88     -       627.95   (+/-2cm)    2060.2    (feet)  VERTCON   
 DA1479  ___________________________________________________________________
 DA1479  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DA1479  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DA1479  HORZ ORDER  -  SECOND
 DA1479  VERT ORDER  -  THIRD ? (See Below)
 DA1479
 DA1479.The horizontal coordinates were established by classical geodetic methods
 DA1479.and adjusted by the National Geodetic Survey in August 1993.
 DA1479
 DA1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1479.The vertical order pertains to the NGVD 29 superseded value.
 DA1479
 DA1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1479
 DA1479.The geoid height was determined by GEOID03.
 DA1479
 DA1479;                    North         East     Units Scale Factor Converg.
 DA1479;SPC AZ C     -   131,034.483   175,673.230   MT  0.99991751   -0 12 46.3
 DA1479;SPC AZ C     -   429,903.16    576,355.74   iFT  0.99991751   -0 12 46.3
 DA1479;UTM  12      - 3,561,286.406   375,906.612   MT  0.99978990   -0 42 04.2
 DA1479
 DA1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1479!SPC AZ C     -   0.99990630  x   0.99991751  =   0.99982381
 DA1479!UTM  12      -   0.99990630  x   0.99978990  =   0.99969622
 DA1479
 DA1479|---------------------------------------------------------------------|
 DA1479| PID    Reference Object                     Distance      Geod. Az  |
 DA1479|                                                           dddmmss.s |
 DA1479| CH5444 SIMON RM 1                           10.973 METERS 08442     |
 DA1479| DA1478 BLANCO                              APPROX. 5.9 KM 1101218.8 |
 DA1479| CH5445 SIMON RM 2                           11.010 METERS 26536     |
 DA1479| DA1477 T14S R1W SEC 24 SE COR              APPROX. 0.6 KM 3391633.6 |
 DA1479|---------------------------------------------------------------------|
 DA1479
 DA1479                          SUPERSEDED SURVEY CONTROL
 DA1479
 DA1479  NAD 83(1986)-  32 10 52.52293(N)    112 18 58.76885(W) AD(       ) 2
 DA1479  NAD 27      -  32 10 52.28604(N)    112 18 56.27929(W) AD(       ) 2
 DA1479  NGVD 29 (07/19/86)  627.25   (m)         2057.9    (f) LEVELING    3  
 DA1479
 DA1479.Superseded values are not recommended for survey control.
 DA1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1479.See file dsdata.txt to determine how the superseded data were derived.
 DA1479
 DA1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7590761286(NAD 83)
 DA1479_MARKER: DD = SURVEY DISK
 DA1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1479
 DA1479  HISTORY     - Date     Condition        Report By
 DA1479  HISTORY     - 1979     MONUMENTED       AZDT
 DA1479  HISTORY     - 19970306 GOOD             USPSQD
 DA1479  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA1479
 DA1479                          STATION DESCRIPTION
 DA1479
 DA1479'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1479'THE STATION IS LOCATED ABOUT 12 MILES WEST OF QUIJOTOA, 4 MILES EAST
 DA1479'OF TRACY AND IS ON THE NORTH SIDE OF HWY. 86 INSIDE THE R/W FENCE.
 DA1479'
 DA1479'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SIMON 1979 AND IS
 DA1479'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 98 FEET NORTH OF HWY.
 DA1479'CENTERLINE INSIDE THE NORTH R/W FENCE LINE AND IS MARKED WITH A
 DA1479'WITNESS POST AND SIGN 2.7 FEET TO THE NORTH.
 DA1479'
 DA1479'RM 2 IS AN ADOT HWY. DIVISION DISK STAMPED SIMON RM2 1979 SET IN A 10
 DA1479'INCH DIAMETER CONCRETE MONUMENT 98 FEET NORTH OF HWY. CENTERLINE AND
 DA1479'3 FEET SOUTH OF R/W FENCE.
 DA1479'
 DA1479'RM 1 IS AN ADOT HWY. DIVISION DISK STAMPED SIMON RM1 1979 AND IS SET
 DA1479'IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET SOUTH OF NORTH R/W
 DA1479'FENCELINE.
 DA1479'
 DA1479'TO REACH THE STATION FROM THE SAN SIMON INDIAN SCHOOL LOCATED 1.6
 DA1479'MILES WEST OF TRACY ON STATE ROUTE 86, TRAVEL EAST ON HWY. 86 FOR 4.7
 DA1479'MILES TO THE STATION ON THE RIGHT INSIDE THE NORTH R/W FENCE LINE.
 DA1479
 DA1479                          STATION RECOVERY (1997)
 DA1479
 DA1479'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1479'RECOVERED IN GOOD CONDITION.
 DA1479
 DA1479                          STATION RECOVERY (1999)
 DA1479
 DA1479'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0393 ***********************************************************************
 CF0393  DESIGNATION -  SIMON
 CF0393  PID         -  CF0393
 CF0393  STATE/COUNTY-  AZ/COCHISE
 CF0393  USGS QUAD   -  RODEO (1987)
 CF0393
 CF0393                         *CURRENT SURVEY CONTROL
 CF0393  ___________________________________________________________________
 CF0393* NAD 83(1992)-  31 45 55.38448(N)    109 04 51.54403(W)     ADJUSTED  
 CF0393* NAVD 88     -      1298.8    (meters)    4261.     (feet)  VERTCON   
 CF0393  ___________________________________________________________________
 CF0393  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CF0393  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CF0393  HORZ ORDER  -  SECOND
 CF0393
 CF0393.The horizontal coordinates were established by classical geodetic methods
 CF0393.and adjusted by the National Geodetic Survey in August 1993.
 CF0393
 CF0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0393
 CF0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0393
 CF0393.The geoid height was determined by GEOID03.
 CF0393
 CF0393;                    North         East     Units Scale Factor Converg.
 CF0393;SPC AZ E     -    85,367.335   316,202.373   MT  1.00003040   +0 34 17.8
 CF0393;SPC AZ E     -   280,076.56  1,037,409.36   iFT  1.00003040   +0 34 17.8
 CF0393;UTM  12      - 3,516,033.403   681,736.574   MT  1.00000736   +1 00 37.9
 CF0393
 CF0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0393!SPC AZ E     -   0.99980025  x   1.00003040  =   0.99983065
 CF0393!UTM  12      -   0.99980025  x   1.00000736  =   0.99980761
 CF0393
 CF0393|---------------------------------------------------------------------|
 CF0393| PID    Reference Object                     Distance      Geod. Az  |
 CF0393|                                                           dddmmss.s |
 CF0393| CS5453 SIMON RM 1                           10.626 METERS 03035     |
 CF0393| CS5454 SIMON RM 2                           10.711 METERS 21129     |
 CF0393|---------------------------------------------------------------------|
 CF0393
 CF0393                          SUPERSEDED SURVEY CONTROL
 CF0393
 CF0393  NAD 83(1986)-  31 45 55.38484(N)    109 04 51.53260(W) AD(       ) 2
 CF0393  NGVD 29 (03/13/91) 1298.0    (m)         4259.     (f) VERT ANG    3  
 CF0393
 CF0393.Superseded values are not recommended for survey control.
 CF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0393.See file dsdata.txt to determine how the superseded data were derived.
 CF0393
 CF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA8173716033(NAD 83)
 CF0393_MARKER: DS = TRIANGULATION STATION DISK
 CF0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0393+STABILITY: SURFACE MOTION
 CF0393
 CF0393  HISTORY     - Date     Condition        Report By
 CF0393  HISTORY     - 1982     MONUMENTED       AZDT
 CF0393
 CF0393                          STATION DESCRIPTION
 CF0393
 CF0393'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0393'THE STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF RODEO, NEW MEXICO
 CF0393'ALONG U.S. HIGHWAY 80.
 CF0393'
 CF0393'THE STATION MARK IS AN AZDT DISK STAMPED---SIMON 1982---.  IT IS 49
 CF0393'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF
 CF0393'THE FENCELINE AND 4 FEET WEST OF THE WITNESS POST.
 CF0393'
 CF0393'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SIMON RM 1 1982---.  IT IS
 CF0393'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0393'
 CF0393'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SIMON RM 2 1982---.  IT IS
 CF0393'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0393'
 CF0393'TO REACH THE STATION FROM THE POST OFFICE IN RODEO, NEW MEXICO TRAVEL
 CF0393'SOUTHWEST ALONG U.S. HIGHWAY 80 FOR 5.75 MILES TO THE STATION ON THE
 CF0393'RIGHT AT MILE POST 411.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0349 ***********************************************************************
 CY0349  DESIGNATION -  SIMON RM 1
 CY0349  PID         -  CY0349
 CY0349  STATE/COUNTY-  AZ/COCHISE
 CY0349  USGS QUAD   -  SAN SIMON (1987)
 CY0349
 CY0349                         *CURRENT SURVEY CONTROL
 CY0349  ___________________________________________________________________
 CY0349* NAD 83(1986)-  32 15 33.     (N)    109 11 43.     (W)     SCALED    
 CY0349* NAVD 88     -      1104.180  (meters)    3622.63   (feet)  ADJUSTED  
 CY0349  ___________________________________________________________________
 CY0349  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CY0349  DYNAMIC HT  -        1102.542 (meters)    3617.26  (feet)  COMP
 CY0349  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 CY0349
 CY0349  VERT ORDER  -  FIRST     CLASS II
 CY0349
 CY0349.The horizontal coordinates were scaled from a topographic map and have
 CY0349.an estimated accuracy of +/- 6 seconds.
 CY0349
 CY0349.The orthometric height was determined by differential leveling
 CY0349.and adjusted in June 1991.
 CY0349
 CY0349.The geoid height was determined by GEOID03.
 CY0349
 CY0349.The dynamic height is computed by dividing the NAVD 88
 CY0349.geopotential number by the normal gravity value computed on the
 CY0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0349.degrees latitude (g = 980.6199 gals.).
 CY0349
 CY0349.The modeled gravity was interpolated from observed gravity values.
 CY0349
 CY0349;                    North         East    Units  Estimated Accuracy
 CY0349;SPC AZ E     -   140,020.      304,880.      MT  (+/- 180 meters Scaled)
 CY0349
 CY0349                          SUPERSEDED SURVEY CONTROL
 CY0349
 CY0349  NGVD 29 (??/??/92) 1103.604  (m)         3620.74   (f) ADJ UNCH    1 2
 CY0349
 CY0349.Superseded values are not recommended for survey control.
 CY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0349.See file dsdata.txt to determine how the superseded data were derived.
 CY0349
 CY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA699705(NAD 83)
 CY0349_MARKER: DR = REFERENCE MARK DISK
 CY0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0349_STAMPING: SIMON NO 1 1960
 CY0349_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0349+STABILITY: SURFACE MOTION
 CY0349
 CY0349  HISTORY     - Date     Condition        Report By
 CY0349  HISTORY     - 1960     MONUMENTED       CGS
 CY0349  HISTORY     - 1979     GOOD             NGS
 CY0349
 CY0349                          STATION DESCRIPTION
 CY0349
 CY0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0349'2.0 MI E FROM SAN SIMON.
 CY0349'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON A PAVED
 CY0349'STREET, THENCE 1.9 MILE EAST ON STATE HIGHWAY 86 TO TRIANGULATION
 CY0349'STATION SIMON, 2.0 FEET SOUTH OF FENCE, SET IN THE TOP OF A 12-INCH
 CY0349'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CY0349
 CY0349                          STATION RECOVERY (1979)
 CY0349
 CY0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0349'2.7 KILOMETERS (1.7 MILES) EAST ALONG OLD U. S. HIGHWAY 86 FROM
 CY0349'THE SAN SIMON HIGH SCHOOL AT SAN SIMON. 0.3 KILOMETER (0.2 MILE)
 CY0349'EAST OF THE JUNCTION OF BUSINESS LOOP I 10 AND THE NORTH FRONTAGE
 CY0349'ROAD, 30.03 METERS (98.5 FEET) NORTH OF THE CENTERLINE OF HIGHWAY
 CY0349'86, 11.23 METERS (36.85 FEET) EAST OF THE STATION MARK, 6.45 METERS
 CY0349'(21.2 FEET) WEST OF THE SECOND POWER POLE WEST OF A POWER LINE
 CY0349'JUNCTION POLE, 0.63 METER (2.1 FEET) SOUTH OF THE RIGHT OF WAY
 CY0349'FENCE.
 CY0349'THE MARK IS 11.1 METERS  E FROM A WITNESS POST.
 CY0349'THE MARK IS 0.2 M BELOW THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0347 ***********************************************************************
 CY0347  DESIGNATION -  SIMON RM 2
 CY0347  PID         -  CY0347
 CY0347  STATE/COUNTY-  AZ/COCHISE
 CY0347  USGS QUAD   -  SAN SIMON (1987)
 CY0347
 CY0347                         *CURRENT SURVEY CONTROL
 CY0347  ___________________________________________________________________
 CY0347* NAD 83(1986)-  32 15 33.     (N)    109 11 43.     (W)     SCALED    
 CY0347* NAVD 88     -      1104.141  (meters)    3622.50   (feet)  ADJUSTED  
 CY0347  ___________________________________________________________________
 CY0347  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CY0347  DYNAMIC HT  -        1102.503 (meters)    3617.13  (feet)  COMP
 CY0347  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 CY0347
 CY0347  VERT ORDER  -  FIRST     CLASS II
 CY0347
 CY0347.The horizontal coordinates were scaled from a topographic map and have
 CY0347.an estimated accuracy of +/- 6 seconds.
 CY0347
 CY0347.The orthometric height was determined by differential leveling
 CY0347.and adjusted in June 1991.
 CY0347
 CY0347.The geoid height was determined by GEOID03.
 CY0347
 CY0347.The dynamic height is computed by dividing the NAVD 88
 CY0347.geopotential number by the normal gravity value computed on the
 CY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0347.degrees latitude (g = 980.6199 gals.).
 CY0347
 CY0347.The modeled gravity was interpolated from observed gravity values.
 CY0347
 CY0347;                    North         East    Units  Estimated Accuracy
 CY0347;SPC AZ E     -   140,020.      304,880.      MT  (+/- 180 meters Scaled)
 CY0347
 CY0347                          SUPERSEDED SURVEY CONTROL
 CY0347
 CY0347  NGVD 29 (??/??/92) 1103.564  (m)         3620.61   (f) ADJ UNCH    1 2
 CY0347
 CY0347.Superseded values are not recommended for survey control.
 CY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0347.See file dsdata.txt to determine how the superseded data were derived.
 CY0347
 CY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA699705(NAD 83)
 CY0347_MARKER: DR = REFERENCE MARK DISK
 CY0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0347_STAMPING: SIMON NO 2 1960
 CY0347_PROJECTION: PROJECTING 20 CENTIMETERS
 CY0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0347+STABILITY: SURFACE MOTION
 CY0347
 CY0347  HISTORY     - Date     Condition        Report By
 CY0347  HISTORY     - 1960     MONUMENTED       CGS
 CY0347  HISTORY     - 1979     GOOD             NGS
 CY0347
 CY0347                          STATION DESCRIPTION
 CY0347
 CY0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0347'2/9 FROM SAN SIMON.
 CY0347'0.1 MILE SOUTH OF THE POST OFFICE AT SAN SIMON, ARIZONA, ON A PAVED
 CY0347'STREET, THENCE 1.9 MILES EAST ON STATE HIGHWAY 86 TO TRIANGULATION
 CY0347'STATION SIMON, 1.0 FOOT SOUTH OF FENCE, SET IN THE TOP OF A 12-INCH
 CY0347'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CY0347
 CY0347                          STATION RECOVERY (1979)
 CY0347
 CY0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0347'2.7 KILOMETERS (1.7 MILES) EAST ALONG OLD U. S. HIGHWAY 86 FROM
 CY0347'THE SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.3 KILOMETER (0.2 MILE)
 CY0347'EAST OF THE JUNCTION OF BUSINESS LOOP I 10 AND THE NORTH FRONTAGE
 CY0347'ROAD, (OLD U. S. 86), 25.4 METERS (83.3 FEET) EAST OF THE THIRD
 CY0347'POWER POLE NORTH OF A GRAVEL ROAD LEADING NORTH, 30.3 METERS (
 CY0347'99.4 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.35 METERS
 CY0347'(27.4 FEET) WEST OF A BRACED ANGLE IRON FENCE POST IN THEE NORTH
 CY0347'RIGHT-OF-WAY FENCE, 11.18 METERS (36.70 FEET) WEST OF STATION
 CY0347'SIMON, 0.4 METER (1.2 FEET) SOUTH OF THE RIGHT OF WAY FENCE.
 CY0347'THE MARK IS 11.3 METERS  W FROM A WITNESS POST.
 CY0347'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0878 ***********************************************************************
 ES0878  DESIGNATION -  SINK HOLE
 ES0878  PID         -  ES0878
 ES0878  STATE/COUNTY-  AZ/COCONINO
 ES0878  USGS QUAD   -  QUAYLE HILL (1971)
 ES0878
 ES0878                         *CURRENT SURVEY CONTROL
 ES0878  ___________________________________________________________________
 ES0878* NAD 83(1992)-  34 38 01.16002(N)    111 06 36.73348(W)     ADJUSTED  
 ES0878* NAVD 88     -      2082.8    (meters)    6833.     (feet)  VERTCON   
 ES0878  ___________________________________________________________________
 ES0878  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 ES0878  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0878  HORZ ORDER  -  SECOND
 ES0878
 ES0878.The horizontal coordinates were established by classical geodetic methods
 ES0878.and adjusted by the National Geodetic Survey in August 1993.
 ES0878
 ES0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0878
 ES0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0878
 ES0878.The geoid height was determined by GEOID03.
 ES0878
 ES0878;                    North         East     Units Scale Factor Converg.
 ES0878;SPC AZ C     -   403,232.798   287,300.611   MT  0.99996736   +0 27 30.1
 ES0878;SPC AZ C     - 1,322,942.25    942,587.31   iFT  0.99996736   +0 27 30.1
 ES0878;UTM  12      - 3,832,423.606   489,899.110   MT  0.99960126   -0 03 45.5
 ES0878
 ES0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0878!SPC AZ C     -   0.99967686  x   0.99996736  =   0.99964423
 ES0878!UTM  12      -   0.99967686  x   0.99960126  =   0.99927825
 ES0878
 ES0878:                Primary Azimuth Mark                     Grid Az
 ES0878:SPC AZ C     -  MACKS                                    224 49 23.5
 ES0878:UTM  12      -  MACKS                                    225 20 39.1
 ES0878
 ES0878|---------------------------------------------------------------------|
 ES0878| PID    Reference Object                     Distance      Geod. Az  |
 ES0878|                                                           dddmmss.s |
 ES0878| ES0866 MACKS                               407.328 METERS 2251653.6 |
 ES0878| ES0843 AZTEC                               APPROX. 0.7 KM 3555534.4 |
 ES0878|---------------------------------------------------------------------|
 ES0878
 ES0878                          SUPERSEDED SURVEY CONTROL
 ES0878
 ES0878  NAD 83(1986)-  34 38 01.15337(N)    111 06 36.73744(W) AD(       ) 2
 ES0878  NGVD 29 (07/10/87) 2081.9    (m)         6830.     (f) VERT ANG    3  
 ES0878
 ES0878.Superseded values are not recommended for survey control.
 ES0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0878.See file dsdata.txt to determine how the superseded data were derived.
 ES0878
 ES0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8989932424(NAD 83)
 ES0878_MARKER: DS = TRIANGULATION STATION DISK
 ES0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0878+STABILITY: SURFACE MOTION
 ES0878
 ES0878  HISTORY     - Date     Condition        Report By
 ES0878  HISTORY     - 1981     MONUMENTED       AZDT
 ES0878  HISTORY     - 19980818 GOOD             USPSQD
 ES0878  HISTORY     - 20080723 MARK NOT FOUND   GEOCAC
 ES0878
 ES0878                          STATION DESCRIPTION
 ES0878
 ES0878'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0878'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0878'STATION ALONG ARIZONA HIGHWAY 87.
 ES0878'
 ES0878'THE STATION MARK IS AN AZDT DISK STAMPED---SINKHOLE 1981---SET IN
 ES0878'TOP OF A 10 INCH CONCRETE MONUMENT 85 FEET EAST OF THE HIGHWAY, 79
 ES0878'FEET SOUTH OF A GRAVELED ROAD AND 4 FEET NORTHWEST OF A CAIRN.
 ES0878'
 ES0878'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0878'
 ES0878'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0878'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0878'CONTINUE NORTH ALONG THE HIGHWAY FOR 4.85 MILES TO THE STATION ON THE
 ES0878'RIGHT AT MILE POST 304.5.
 ES0878
 ES0878                          STATION RECOVERY (1998)
 ES0878
 ES0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0878'RECOVERED IN GOOD CONDITION.
 ES0878
 ES0878                          STATION RECOVERY (2008)
 ES0878
 ES0878'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0878'DID NOT LOCATE STATION SINK HOLE. THE GRAVEL ROAD HAS SINCE BEEN PAVED
 ES0878'AND DRAINAGE ADDED
 ES0878'ALONGSIDE. IT IS POSSIBLE THAT STATION WAS COVERED WITH EXCESS ROCK
 ES0878'AND SOIL FROM THE
 ES0878'RENOVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0863 ***********************************************************************
 FR0863  DESIGNATION -  SISTER
 FR0863  PID         -  FR0863
 FR0863  STATE/COUNTY-  AZ/COCONINO
 FR0863  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0863
 FR0863                         *CURRENT SURVEY CONTROL
 FR0863  ___________________________________________________________________
 FR0863* NAD 83(1992)-  35 16 10.19802(N)    112 13 54.11056(W)     ADJUSTED  
 FR0863* NAVD 88     -      2330.8    (meters)    7647.     (feet)  VERTCON   
 FR0863  ___________________________________________________________________
 FR0863  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 FR0863  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FR0863  HORZ ORDER  -  SECOND
 FR0863
 FR0863.The horizontal coordinates were established by classical geodetic methods
 FR0863.and adjusted by the National Geodetic Survey in August 1993.
 FR0863
 FR0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0863
 FR0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0863
 FR0863.The geoid height was determined by GEOID03.
 FR0863
 FR0863;                    North         East     Units Scale Factor Converg.
 FR0863;SPC AZ C     -   473,515.814   184,698.850   MT  0.99991012   -0 10 54.9
 FR0863;SPC AZ C     - 1,553,529.57    605,967.36   iFT  0.99991012   -0 10 54.9
 FR0863;UTM  12      - 3,903,625.555   387,972.429   MT  0.99975467   -0 42 40.6
 FR0863
 FR0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0863!SPC AZ C     -   0.99963803  x   0.99991012  =   0.99954818
 FR0863!UTM  12      -   0.99963803  x   0.99975467  =   0.99939279
 FR0863
 FR0863|---------------------------------------------------------------------|
 FR0863| PID    Reference Object                     Distance      Geod. Az  |
 FR0863|                                                           dddmmss.s |
 FR0863| CH3376 SISTER RM 3                           8.839 METERS 17157     |
 FR0863| CH3374 SISTER RM 1                           8.908 METERS 17208     |
 FR0863| FR0888 CORVA                               APPROX.10.9 KM 2652814.3 |
 FR0863| CH3375 SISTER RM 2                           7.458 METERS 29904     |
 FR0863| CH3377 SISTER RM 4                           8.772 METERS 32654     |
 FR0863|---------------------------------------------------------------------|
 FR0863
 FR0863                          SUPERSEDED SURVEY CONTROL
 FR0863
 FR0863  NAD 83(1986)-  35 16 10.19597(N)    112 13 54.10670(W) AD(       ) 2
 FR0863  NAD 27      -  35 16 10.15200(N)    112 13 51.49490(W) AD(       ) 2
 FR0863  NGVD 29 (07/19/86) 2329.8    (m)         7644.     (f) VERT ANG    3  
 FR0863
 FR0863.Superseded values are not recommended for survey control.
 FR0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0863.See file dsdata.txt to determine how the superseded data were derived.
 FR0863
 FR0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8797203626(NAD 83)
 FR0863_MARKER: DS = TRIANGULATION STATION DISK
 FR0863_SETTING: 80 = SET IN A BOULDER
 FR0863_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0863
 FR0863  HISTORY     - Date     Condition        Report By
 FR0863  HISTORY     - 1958     MONUMENTED       CGS
 FR0863  HISTORY     - 1972     GOOD             AZHD
 FR0863  HISTORY     - 1976     GOOD             NGS
 FR0863  HISTORY     - 1980     GOOD             AZDT
 FR0863
 FR0863                          STATION DESCRIPTION
 FR0863
 FR0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0863'THE STATION IS ON THE HIGHEST OF THREE HILLS KNOWN LOCALLY AS
 FR0863'THE THREE SISTERS, ABOUT 1.5 MILES NORTHWEST OF WILLIAMS.
 FR0863'
 FR0863'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT
 FR0863'WEIGH STATION AT THE WEST END OF THE DIVIDED HIGHWAY IN
 FR0863'WILLIAMS, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 1.4 MILES
 FR0863'TO A PAVED ROAD RIGHT AT A SIGN WILLIAMS COUNTRY CLUB.  TURN
 FR0863'RIGHT AND GO BENEATH THE SANTA FE RAILROAD UNDERPASS, NORTHWARD
 FR0863'FOR 3.7 MILES TO A ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE
 FR0863'TO THE END OF THE ROAD AT A GRAVEL PIT AND THE END OF TRUCK
 FR0863'TRAVEL.  FROM HERE PACK ABOUT 45 MINUTES TO THE HIGHEST PART
 FR0863'OF THE HILL AND THE STATION.
 FR0863'
 FR0863'THE STATION MARK IS A STANDARD DISK STAMPED SISTER 1958,
 FR0863'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FR0863'
 FR0863'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SISTER NO 1 1958,
 FR0863'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES
 FR0863'AND IS ABOUT 1 FOOT LOWER THAT THE STATION MARK.
 FR0863'
 FR0863'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SISTER NO 2 1958,
 FR0863'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES
 FR0863'AND IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 FR0863
 FR0863                          STATION RECOVERY (1972)
 FR0863
 FR0863'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 FR0863'GENERAL LOCATION 1.5 MILES NW OF WILLIAMS.
 FR0863'
 FR0863'TO REACH AS DESCRIBED.
 FR0863'
 FR0863'STATION MARK GOOD C AND GS SISTER 1958 BRASS DISK.
 FR0863'
 FR0863'REFERENCE MARKS COULD NOT BE FOUND.
 FR0863'
 FR0863'AZIMUTH MARK NONE.
 FR0863
 FR0863                          STATION RECOVERY (1976)
 FR0863
 FR0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FR0863'THE STATION WAS RECOVERED AS DESCRIBED.  THE MARK WAS FOUND IN GOOD
 FR0863'CONDITION AND TWO NEW REFERENCE MARKS WERE SET AT THIS TIME.
 FR0863'
 FR0863'THE PRESENT DESCRIPTION IS ADEQUATE.  REFERENCE MARK INFORMATION
 FR0863'FOLLOWS--
 FR0863'
 FR0863'REFERENCE MARK 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 FR0863'SISTER RM 3 1958 1975 AND IS EPOXIED TO A ROCK.
 FR0863'
 FR0863'REFERENCE MARK 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 FR0863'SISTER RM 4 1958 1975 AND IS EPOXIED TO A ROCK OUTCROP.
 FR0863'
 FR0863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILE NORTHWEST
 FR0863'WILLIAMS.
 FR0863'
 FR0863'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FR0863
 FR0863                          STATION RECOVERY (1980)
 FR0863
 FR0863'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0863'THE STATION MARK AND REFERENCE MARK 3 AND 4 WERE FOUND AS DESCRIBED.
 FR0863'A NEW ROUTE TO THE STATION FOLLOWS.
 FR0863'
 FR0863'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS TRAVEL NORTH FOR
 FR0863'2 BLOCKS TO U.S. HIGHWAY 66 WEST BOUND LANE.  TURN LEFT ON HIGHWAY AND
 FR0863'CONTINUE WEST 2.02 MILES TO A SIDE ROAD RIGHT AND SIGN WILLIAMS
 FR0863'COUNTRY CLUB.  TURN RIGHT PASSING UNDER RAILROAD AND CONTINUE 1.75
 FR0863'MILES TO A CATTLE GUARD AND END OF PAVEMENT, CONTINUE AHEAD 2.47 MILES
 FR0863'TO A TRACK ROAD RIGHT.  TURN RIGHT FOR 0.7 MILE TO A DIM TRACK ROAD ON
 FR0863'THE RIGHT.  TURN RIGHT FOR 0.02 MILE TO A LARGE LOG ON LEFT BLOCKING
 FR0863'THE OLD ROAD.  PACK EAST UP THE OLD ROAD TO POINT JUST ABOVE THE PIT.
 FR0863'PICK WAY THROUGH THE THICK BRUSH IN A NORTHEASTERLY DIRECTION TO THE
 FR0863'HIGHEST POINT AND STATION. A 50 MIN PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1114 ***********************************************************************
 ES1114  DESIGNATION -  SIT
 ES1114  PID         -  ES1114
 ES1114  STATE/COUNTY-  AZ/COCONINO
 ES1114  USGS QUAD   -  ROCK STATION (1986)
 ES1114
 ES1114                         *CURRENT SURVEY CONTROL
 ES1114  ___________________________________________________________________
 ES1114* NAD 83(1992)-  34 56 44.59357(N)    110 46 38.77847(W)     ADJUSTED  
 ES1114* NAVD 88     -      1603.8    (meters)    5262.     (feet)  VERTCON   
 ES1114  ___________________________________________________________________
 ES1114  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ES1114  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES1114  HORZ ORDER  -  SECOND
 ES1114
 ES1114.The horizontal coordinates were established by classical geodetic methods
 ES1114.and adjusted by the National Geodetic Survey in August 1993.
 ES1114
 ES1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1114
 ES1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1114
 ES1114.The geoid height was determined by GEOID03.
 ES1114
 ES1114;                    North         East     Units Scale Factor Converg.
 ES1114;SPC AZ C     -   438,145.655   317,418.658   MT  1.00003341   +0 39 09.4
 ES1114;SPC AZ C     - 1,437,485.74  1,041,399.80   iFT  1.00003341   +0 39 09.4
 ES1114;SPC AZ E     -   437,723.365   157,572.179   MT  0.99993835   -0 20 59.5
 ES1114;SPC AZ E     - 1,436,100.28    516,969.09   iFT  0.99993835   -0 20 59.5
 ES1114;UTM  12      - 3,867,046.303   520,322.528   MT  0.99960509   +0 07 38.9
 ES1114
 ES1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1114!SPC AZ C     -   0.99975211  x   1.00003341  =   0.99978551
 ES1114!SPC AZ E     -   0.99975211  x   0.99993835  =   0.99969047
 ES1114!UTM  12      -   0.99975211  x   0.99960509  =   0.99935730
 ES1114
 ES1114:                Primary Azimuth Mark                     Grid Az
 ES1114:SPC AZ C     -  RNG WINSLOW RADIO INW                    019 01 51.4
 ES1114:SPC AZ E     -  RNG WINSLOW RADIO INW                    020 02 00.3
 ES1114:UTM  12      -  RNG WINSLOW RADIO INW                    019 33 21.9
 ES1114
 ES1114|---------------------------------------------------------------------|
 ES1114| PID    Reference Object                     Distance      Geod. Az  |
 ES1114|                                                           dddmmss.s |
 ES1114| FQ0743 RNG WINSLOW RADIO INW               APPROX.12.4 KM 0194100.8 |
 ES1114| FQ0750 WINSLOW RADIO STA KVNC N MAST       APPROX.12.3 KM 0510327.1 |
 ES1114| FQ0749 WINSLOW RADIO STA KVNC S MAST       APPROX.12.2 KM 0513134.2 |
 ES1114| ES1104 SALT                                APPROX. 4.6 KM 0594240.1 |
 ES1114| CD3645 SIT RM 1                              9.602 METERS 19803     |
 ES1114| CD3646 SIT RM 2                              9.501 METERS 28413     |
 ES1114| FQ0754 WINSLOW AF STA RADAR DOME           APPROX.15.7 KM 3413808.4 |
 ES1114|---------------------------------------------------------------------|
 ES1114
 ES1114                          SUPERSEDED SURVEY CONTROL
 ES1114
 ES1114  NAD 83(1986)-  34 56 44.58775(N)    110 46 38.78132(W) AD(       ) 2
 ES1114  NAD 27      -  34 56 44.50270(N)    110 46 36.29190(W) AD(       ) 2
 ES1114  NGVD 29 (07/19/86) 1603.0    (m)         5259.     (f) VERT ANG    3  
 ES1114
 ES1114.Superseded values are not recommended for survey control.
 ES1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1114.See file dsdata.txt to determine how the superseded data were derived.
 ES1114
 ES1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2032367046(NAD 83)
 ES1114_MARKER: DS = TRIANGULATION STATION DISK
 ES1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1114
 ES1114  HISTORY     - Date     Condition        Report By
 ES1114  HISTORY     - 1958     MONUMENTED       CGS
 ES1114  HISTORY     - 1979     GOOD             AZDT
 ES1114
 ES1114                          STATION DESCRIPTION
 ES1114
 ES1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES1114'THE STATION IS LOCATED ON THE TOP OF A BARE FLAT TOPPED HILL
 ES1114'THAT IS ABOUT 6 MILES SOUTHWEST OF WINSLOW, 2 MILES WEST OF
 ES1114'SALT CREEK AND 0.3 MILE WEST OF STATE HIGHWAY 65.
 ES1114'
 ES1114'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO
 ES1114'SOUTHWEST ON STATE HIGHWAY 65 FOR 5.3 MILES TO A T-FENCE
 ES1114'CORNER AND WIRE GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH
 ES1114'THE GATE AND GO SOUTHWEST ALONG THE RIGHT-OF-WAY FENCE FOR
 ES1114'0.2 MILE TO AN OLD TRACK ROAD, BEAR TO THE RIGHT ON THE TRACK
 ES1114'ROAD AND GO SOUTHWEST FOR 1.5 MILES TO THE TOP OF A LOW
 ES1114'RIDGE, HERE TURN LEFT AND GO EASTERLY FOR 0.05 MILE TO THE
 ES1114'STATION.
 ES1114'
 ES1114'THE STATION MARK, STAMPED SIT 1958, IS A STANDARD DISK SET
 ES1114'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH
 ES1114'AND IS 5 FEET NORTH OF A WITNESS POST.
 ES1114'
 ES1114'REFERENCE MARK NO. 1, STAMPED SIT NO 1 1958, IS A STANDARD
 ES1114'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ES1114'FLUSH WITH THE SURFACE OF THE GROUND AND IS 28 FEET SOUTH
 ES1114'OF A WITNESS POST.
 ES1114'
 ES1114'REFERENCE MARK NO. 2, STAMPED SIT NO 2 1958, IS A STANDARD
 ES1114'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1114'2 INCHES AND IS 35 FEET NORTHWEST OF A WITNESS POST.
 ES1114
 ES1114                          STATION RECOVERY (1979)
 ES1114
 ES1114'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1114'THE STATION IS LOCATED 7 AIRLINE MILES SOUTHWEST OF WINSLOW AND 10
 ES1114'MILES NORTHEAST OF SUNSET PASS ALONG STATE HIGHWAY 87.
 ES1114'
 ES1114'STATE HIGHWAY 65 IS NOW STATE HIGHWAY 87.  THE STATION WAS RECOVERED
 ES1114'AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0030 ***********************************************************************
 EU0030  DESIGNATION -  SITE 5
 EU0030  PID         -  EU0030
 EU0030  STATE/COUNTY-  AZ/MOHAVE
 EU0030  USGS QUAD   -  TOPOCK (1970)
 EU0030
 EU0030                         *CURRENT SURVEY CONTROL
 EU0030  ___________________________________________________________________
 EU0030* NAD 83(1992)-  34 43 37.97934(N)    114 26 23.04946(W)     ADJUSTED  
 EU0030* NAVD 88     -       221.511  (meters)     726.74   (feet)  ADJUSTED  
 EU0030  ___________________________________________________________________
 EU0030  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 EU0030  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0030  DYNAMIC HT  -         221.283 (meters)     725.99  (feet)  COMP
 EU0030  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 EU0030
 EU0030  HORZ ORDER  -  THIRD
 EU0030  VERT ORDER  -  FIRST     CLASS II
 EU0030
 EU0030.The horizontal coordinates were established by classical geodetic methods
 EU0030.and adjusted by the National Geodetic Survey in August 1993.
 EU0030
 EU0030.The orthometric height was determined by differential leveling
 EU0030.and adjusted in June 1991.
 EU0030
 EU0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0030
 EU0030.The geoid height was determined by GEOID03.
 EU0030
 EU0030.The dynamic height is computed by dividing the NAVD 88
 EU0030.geopotential number by the normal gravity value computed on the
 EU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0030.degrees latitude (g = 980.6199 gals.).
 EU0030
 EU0030.The modeled gravity was interpolated from observed gravity values.
 EU0030
 EU0030;                    North         East     Units Scale Factor Converg.
 EU0030;SPC AZ W     -   413,545.548   150,190.695   MT  0.99998250   -0 23 34.6
 EU0030;SPC AZ W     - 1,356,776.73    492,751.62   iFT  0.99998250   -0 23 34.6
 EU0030;SPC CA 5     -   641,902.498 2,325,991.353   MT  0.99992221   +2 01 45.8
 EU0030;SPC CA 5     - 2,105,975.11  7,631,189.96   sFT  0.99992221   +2 01 45.8
 EU0030;UTM  11      - 3,845,778.043   734,428.610   MT  1.00027741   +1 27 33.0
 EU0030
 EU0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0030!SPC AZ W     -   0.99997003  x   0.99998250  =   0.99995253
 EU0030!SPC CA 5     -   0.99997003  x   0.99992221  =   0.99989224
 EU0030!UTM  11      -   0.99997003  x   1.00027741  =   1.00024743
 EU0030
 EU0030|---------------------------------------------------------------------|
 EU0030| PID    Reference Object                     Distance      Geod. Az  |
 EU0030|                                                           dddmmss.s |
 EU0030| EU0029 SITE 5 RM 1                           4.901 METERS 02928     |
 EU0030| EU0931 TOPOCK EL PASO NATL GAS CO TK       472.727 METERS 0492926.6 |
 EU0030| CC5800 6 WR 728                                           0510840.3 |
 EU0030| EU1050 NEEDLES MUNICIPAL AIRPORT BCN       APPROX.17.0 KM 2835244.7 |
 EU0030| EU0031 SITE 5 RM 2                           6.767 METERS 29308     |
 EU0030| EU1051 NEEDLES SILVER WATER TANK           APPROX.19.8 KM 3083458.4 |
 EU0030|---------------------------------------------------------------------|
 EU0030
 EU0030                          SUPERSEDED SURVEY CONTROL
 EU0030
 EU0030  NAD 83(1986)-  34 43 37.98446(N)    114 26 23.05693(W) AD(       ) 3
 EU0030  NAD 27      -  34 43 37.95750(N)    114 26 20.20350(W) AD(       ) 3
 EU0030  NGVD 29 (??/??/??)  220.860  (m)          724.60   (f) ADJUSTED    1 2
 EU0030
 EU0030.Superseded values are not recommended for survey control.
 EU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0030.See file dsdata.txt to determine how the superseded data were derived.
 EU0030
 EU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3442945778(NAD 83)
 EU0030_MARKER: DS = TRIANGULATION STATION DISK
 EU0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0030_STAMPING: SITE 5 1948
 EU0030_MARK LOGO: CGS   
 EU0030_PROJECTION: PROJECTING 8 CENTIMETERS
 EU0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0030+STABILITY: SURFACE MOTION
 EU0030
 EU0030  HISTORY     - Date     Condition        Report By
 EU0030  HISTORY     - 1948     MONUMENTED       CGS
 EU0030  HISTORY     - 1951     GOOD             USAF
 EU0030  HISTORY     - 1961     GOOD             CGS
 EU0030  HISTORY     - 1961     GOOD             NGS
 EU0030  HISTORY     - 1964     GOOD             CGS
 EU0030  HISTORY     - 1971     GOOD             NGS
 EU0030  HISTORY     - 1981     GOOD             NGS
 EU0030
 EU0030                          STATION DESCRIPTION
 EU0030
 EU0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0030'THE STATION IS ON THE WESTERN EDGE OF THE RUNWAY OF THE KINGMAN
 EU0030'U.S. ARMY AIRBASE SITE 5 (NOW ABANDONED).  IT IS ABOUT 2-1/2
 EU0030'MILES, AIRLINE, EAST OF TOPOCK, 12 MILES, AIRLINE, SOUTHEAST
 EU0030'OF NEEDLES, CALIFORNIA, AND 0.1 MILE SOUTH OF THE TOPOCK-YUCCA
 EU0030'ROAD.
 EU0030'
 EU0030'THE STATION, A STANDARD DISK SET IN THE TOP OF A 14 INCH SQUARE
 EU0030'CONCRETE POST WHICH PROJECTING 4 INCHES ABOVE THE SURFACE
 EU0030'OF THE GROUND, IS 9.0 FEET NORTHWEST OF A 4 INCH SQUARE WHITE
 EU0030'WITNESS POST, 100 FEET WEST OF THE RUNWAY AND IS STAMPED
 EU0030'SITE 5 1948.
 EU0030'
 EU0030'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 EU0030'CYLINDRICAL CONCRETE POST WHICH IS 10 INCHES IN DIAMETER AND
 EU0030'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, IS THE
 EU0030'SAME ELEVATION AS THE STATION MARK AND IS STAMPED SITE 5
 EU0030'NO 1 1948.
 EU0030'
 EU0030'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 EU0030'CYLINDRICAL CONCRETE POST 10 INCHES IN DIAMETER, PROJECTING
 EU0030'4 INCHES ABOVE THE SURFACE OF THE GROUND, IS THE SAME
 EU0030'ELEVATION AS THE STATION MARK AND IS STAMPED SITE 5 NO 2 1948.
 EU0030'
 EU0030'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 EU0030'MARK DISK SET, IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 EU0030'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 EU0030'IT IS 21 YARDS SOUTHWEST OF THE TOPOCK-YUCCA ROAD, AND 75
 EU0030'YARDS EAST OF THE CENTER OF THE RUNWAY AND IS NOT STAMPED.
 EU0030'
 EU0030'TO REACH THE STATION FROM TOPOCK GO EAST ON THE TOPOCK-YUCCA
 EU0030'ROAD FOR 3.1 MILES TO THE SITE 5 RUNWAY.  TURN RIGHT AND GO
 EU0030'SOUTH ALONG THE WESTERN EDGE OF THE RUNWAY 0.1 MILE TO THE
 EU0030'STATION.  A DRIVE STATION.
 EU0030
 EU0030                          STATION RECOVERY (1951)
 EU0030
 EU0030'RECOVERY NOTE BY US AIR FORCE 1951
 EU0030'LETTER OF COL. B.B. HUNKPILLER, COMDG., 1ST COMPUTATIONS
 EU0030'TECHNICAL SQUADRON, RAMEY AIR FORCE BASE, PUERTO RICO DATED
 EU0030'27 FEB 1952--
 EU0030'
 EU0030'STATION FOUND AS DESCRIBED WITH ALL MARKS IN GOOD CONDITION.
 EU0030
 EU0030                          STATION RECOVERY (1961)
 EU0030
 EU0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0030'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EU0030'CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.
 EU0030'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 EU0030'
 EU0030'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF NEEDLES, CALIFORNIA,
 EU0030'ABOUT 2-1/2 MILES EAST OF TOPOCK, ABOUT 0.4 MILE NORTH OF U.S.
 EU0030'HIGHWAY 66, ABOUT 0.1 MILE SOUTH OF OLD HIGHWAY AND ON THE WESTERN
 EU0030'EDGE OF THE RUNWAY OF PROPERTY OCCUPIED BY THE EL PASO
 EU0030'NATURAL GAS CO., TOPOCK DISTRICT.
 EU0030'
 EU0030'TO REACH FROM THE FORKS OF ROADS JUST EAST OF THE BRIDGE IN
 EU0030'TOPOCK, GO EAST ON U.S. HIGHWAY 66 FOR 2.65 MILE TO A SIDE
 EU0030'ROAD LEFT AND ARCH OVER ENTRANCE (EL PASO NATURAL GAS CO.,
 EU0030'TOPOCK DISTRICT), TURN LEFT AND GO NORTH ON BLACKTOP ROAD
 EU0030'TOWARDS THE BUILDINGS OF EL PASO GAS CO. FOR 0.3 MILE TO WHERE
 EU0030'BLACKTOP ROAD CURVES RIGHT, BEAR LEFT AND GO NORTHWEST ACROSS
 EU0030'RUNWAY FOR 0.1 MILE TO STATION.
 EU0030'
 EU0030'STATION MARK, A STANDARD STATION DISK STAMPED SITE 5 1948,
 EU0030'IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 EU0030'PROJECTS ABOUT 6 INCHES.  THE MARK IS 190 FEET WEST OF THE WEST
 EU0030'EDGE OF THE RUNWAY, 7 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 EU0030'WOOD WITNESS POST AND 4.5 FEET SOUTH OF A METAL WITNESS POST.
 EU0030'
 EU0030'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SITE 5
 EU0030'NO. 1 1948, IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST
 EU0030'WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 181 FEET WEST OF
 EU0030'THE WEST EDGE OF THE RUNWAY, 17 FEET NORTH-NORTHEAST OF A
 EU0030'4 X 4 INCH WHITE WOOD WITNESS POST AND 12.5 FEET NORTHEAST
 EU0030'OF A METAL WITNESS POST.
 EU0030'
 EU0030'REFERENCE MARK 2, A STANDARD REFERNCE DISK STAMPED SITE 5 NO
 EU0030'2 1948, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 EU0030'PROJECTS ABOUT 2 INCHES.  THE MARK IS 210 FEET WEST OF THE WEST
 EU0030'EDGE OF THE RUNWAY, 29 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 EU0030'WOOD WITNESS POST AND 20.5 FEET WEST-NORTHWEST OF A METAL
 EU0030'WITNESS POST.
 EU0030'
 EU0030'AZIMUTH MARK, IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 EU0030'16 WR 728 FEET 1948.  THE MARK IS 94 FEET EAST OF THE FENCE,
 EU0030'240 FEET NORTH OF THE FENCE AND 1.5 FEET WEST OF THE WITNESS
 EU0030'POST.  THE DISK IS SET IN TOP OF A 6 INCH SQUARE CONCRETE
 EU0030'POST. (PROJ. 5 IN).
 EU0030'
 EU0030'NOTE--THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 28.81 FEET
 EU0030'OR 8.782 M.
 EU0030'
 EU0030'HEIGHT OF LIGHT ABOVE STATION MARK 3.8 METERS.
 EU0030
 EU0030                          STATION RECOVERY (1961)
 EU0030
 EU0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0030'3.4 MI NE FROM TOPOCK.
 EU0030'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0030'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK, TO
 EU0030'A SIGN EL PASO NATURAL GAS COMPANY, THENCE 0.35 MILES NORTH ALONG
 EU0030'AN ASPHALT PAVED ROAD TO A CURVE IN THE ROAD TO THE NORTHEAST,
 EU0030'THENCE 0.10 MILES WEST-NORTHWEST ACROSS THE GRAVEL RUNWAY TO THE
 EU0030'WEST EDGE OF THE RUNWAY, 472 FEET NORTHWEST OF THE CENTER OF THE
 EU0030'ASPHALT PAVED ROAD FROM A POINT WHERE THE ROAD STARTS TO CURVE
 EU0030'TO THE NORTHEAST, 433 FEET WEST-SOUTHWEST OF A FENCE CORNER, 191
 EU0030'FEET WEST OF THE WEST EDGE OF THE RUNWAY, 4.5 FEET SOUTH OF A
 EU0030'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 EU0030'PROJECTING 5 INCHES.
 EU0030
 EU0030                          STATION RECOVERY (1964)
 EU0030
 EU0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0030'THE STATION WITH ALL MARKS APPARENTLY UNDISTURBED AND IN GOOD
 EU0030'CONDITION WAS COVERED AS DESCRIBED IN 1961.  DISTANCE TO REFERENCE
 EU0030'MARKS CHECKED WELL.  THE SMALL DIFFERENCE TO REFERENCE MARK NO.
 EU0030'1 WAS OBTAINED BY MAKING A HORIZONTAL MEASUREMENT.  NO
 EU0030'OBVIOUS REASON FOR DIFFERENCES IN ANGLES COULD BE FOUND AND
 EU0030'OBSERVATIONS WERE DOUBLE CHECKED IN THE FIELD.  THE AIRSTRIP
 EU0030'IS STILL USED BY PLANES FLYING THE PIPELING.  A COMPLETE
 EU0030'DESSCRIPTION FOLLOWS--
 EU0030'
 EU0030'THE STATION IS LOCATED 21 MILES SOUTH OF OATMAN, ARIZONA,
 EU0030'20-1/2 MILES SOUTHEASTOF NEEDLES, CALIFORNIA, AND 2-1/2 MILES
 EU0030'EAST OF TOPOCK, ARIZONA.  IT IS JUST NORTH OF THE MID-POINT
 EU0030'OF A GRAVEL, NORTH-SOUTH AIRSTRIP, AND ABOUT 150 FEET WEST
 EU0030'OF THE WEST EDGE OF THE RUNWAY.
 EU0030'
 EU0030'TO REACH THE STATION FROM THE POST OFFICE IN TOPOCK, GO EAST
 EU0030'ON U.S. HIGHWAY 66 FOR 2.7 MILES TO A ROADSIDE REST AREA ON THE
 EU0030'RIGHT AND A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 EU0030'THROUGH THE GATE OF THE EL PASO GAS CO. ON PAVED ROAD 0.3
 EU0030'MILE TO THE POINT WHERE THE PAVEMENT CURVES RIGHT TO THE
 EU0030'GAS COMPANY BUILDINGS.  TURN LEFT, CROSS THE AIRSTRIP, AND
 EU0030'GO WEST-NORTHWEST 0.1 MILE TO THE STATION.
 EU0030'
 EU0030'THE STATION MARK IS A STANDARD DISK STAMPED SITE 5 1948 CEMENTED
 EU0030'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 EU0030'6 INCHES ABOVE GROUND.  IT IS 4.5 FEET SOUTH OF A METAL
 EU0030'WITNESS POST WITH SIGN.
 EU0030'
 EU0030'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SITE
 EU0030'5 NO 1 1948 CEMENTED IN THE TOP OF A 10-INCH CONCRETE CLYINDER
 EU0030'PROJECTING 2 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER
 EU0030'THAN STATION ELEVATION.
 EU0030'
 EU0030'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SITE
 EU0030'5 NO 2 1948 CEMENTED IN THE TOP OF A 10-INCH DIAMETER MASS
 EU0030'OF CONCRETE PROJECTING 3 INCHES ABOVE GROUND.  IT IS AT THE
 EU0030'SAME ELEVATION AS THE STATION.
 EU0030'
 EU0030'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SERVES AS THE AZIMUTH
 EU0030'MARK.  IT IS A BRONZE DISK STAMPED 6 WR 1948 728 CEMENTED IN
 EU0030'THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES
 EU0030'ABOVE GROUND.  IT IS 90 FEET EAST OF THE WIRE FENCE ALONG THE
 EU0030'EAST SIDE OF THE AIRSTRIP, AND 1.5 FEET SOUTH OF A METAL
 EU0030'WITNESS POST WITH SIGN.
 EU0030
 EU0030                          STATION RECOVERY (1971)
 EU0030
 EU0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0030'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EU0030'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EU0030'
 EU0030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 EU0030'EAST OF TOPOCK.
 EU0030
 EU0030                          STATION RECOVERY (1981)
 EU0030
 EU0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0030'4.75 KM (2.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0030'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, THENCE 0.6 KM (0.4 MI)
 EU0030'NORTH ALONG NEEDLES MOUNTAIN ROAD, THENCE 0.25 KM (0.15 MI)
 EU0030'WEST-SOUTHWEST ACROSS COUNTRY AND A GRAVEL RUNWAY, 0.25 KM (0.15 MI)
 EU0030'SOUTH OF A PAVED ROAD LEADING WEST TO TOPOCK, 58.2 METERS (191 FT)
 EU0030'WEST OF THE WEST EDGE OF A RUNWAY.
 EU0030'THE MARK IS 1.4 METERS  S FROM A WITNESS POST.
 EU0030'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0029 ***********************************************************************
 EU0029  DESIGNATION -  SITE 5 RM 1
 EU0029  PID         -  EU0029
 EU0029  STATE/COUNTY-  AZ/MOHAVE
 EU0029  USGS QUAD   -  TOPOCK (1970)
 EU0029
 EU0029                         *CURRENT SURVEY CONTROL
 EU0029  ___________________________________________________________________
 EU0029* NAD 83(1986)-  34 43 37.     (N)    114 26 23.     (W)     SCALED    
 EU0029* NAVD 88     -       221.289  (meters)     726.01   (feet)  ADJUSTED  
 EU0029  ___________________________________________________________________
 EU0029  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0029  DYNAMIC HT  -         221.062 (meters)     725.27  (feet)  COMP
 EU0029  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 EU0029
 EU0029  VERT ORDER  -  FIRST     CLASS II
 EU0029
 EU0029.The horizontal coordinates were scaled from a topographic map and have
 EU0029.an estimated accuracy of +/- 6 seconds.
 EU0029
 EU0029.The orthometric height was determined by differential leveling
 EU0029.and adjusted in June 1991.
 EU0029
 EU0029.The geoid height was determined by GEOID03.
 EU0029
 EU0029.The dynamic height is computed by dividing the NAVD 88
 EU0029.geopotential number by the normal gravity value computed on the
 EU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0029.degrees latitude (g = 980.6199 gals.).
 EU0029
 EU0029.The modeled gravity was interpolated from observed gravity values.
 EU0029
 EU0029;                    North         East    Units  Estimated Accuracy
 EU0029;SPC AZ W     -   413,520.      150,190.      MT  (+/- 180 meters Scaled)
 EU0029
 EU0029                          SUPERSEDED SURVEY CONTROL
 EU0029
 EU0029  NGVD 29 (??/??/??)  220.638  (m)          723.88   (f) ADJUSTED    1 2
 EU0029
 EU0029.Superseded values are not recommended for survey control.
 EU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0029.See file dsdata.txt to determine how the superseded data were derived.
 EU0029
 EU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU344457(NAD 83)
 EU0029_MARKER: DR = REFERENCE MARK DISK
 EU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0029_STAMPING: SITE 5 NO 1 1948
 EU0029_MARK LOGO: CGS   
 EU0029_PROJECTION: PROJECTING 5 CENTIMETERS
 EU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0029+STABILITY: SURFACE MOTION
 EU0029
 EU0029  HISTORY     - Date     Condition        Report By
 EU0029  HISTORY     - 1948     MONUMENTED       CGS
 EU0029  HISTORY     - 1961     GOOD             NGS
 EU0029  HISTORY     - 1981     GOOD             NGS
 EU0029
 EU0029                          STATION DESCRIPTION
 EU0029
 EU0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0029'3.4 MI NE FROM TOPOCK.
 EU0029'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0029'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK, TO
 EU0029'A SIGN EL PASO NATURAL GAS COMPANY, THENCE 0.35 MILES NORTH ALONG
 EU0029'AN ASPHALT PAVED ROAD TO A CURVE IN THE ROAD TO THE NORTHEAST,
 EU0029'THENCE 0.10 MILES WEST-NORTHWEST ACROSS THE GRAVEL RUNWAY TO THE
 EU0029'WEST EDGE OF THE RUNWAY, 475 FEET NORTHWEST OF THE CENTER OF AN
 EU0029'ASPHALT PAVED ROAD FROM A POINT WHERE THE ROAD STARTS TO CURVE TO
 EU0029'THE NORTHEAST, 421 FEET WEST-SOUTHWEST OF THE FENCE CORNER, 182
 EU0029'FEET WEST OF THE WEST EDGE OF THE RUNWAY, 16.1 FEET
 EU0029'NORTH-NORTHEAST OF TRIANGULATION STATION SITE 5, 12.6 FEET
 EU0029'NORTH-NORTHEAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 EU0029'CONCRETE POST PROJECTING 1 INCH.
 EU0029
 EU0029                          STATION RECOVERY (1981)
 EU0029
 EU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0029'4.75 KM (2.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0029'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, THENCE 0.6 KM (0.4 MI)
 EU0029'NORTH ALONG NEEDLES MOUNTAIN ROAD, THENCE 0.25 KM (0.15 MI)
 EU0029'WEST-SOUTHWEST ACROSS COUNTRY AND A GRAVEL RUNWAY, 55.2 METERS (181
 EU0029'FT) WEST OF THE WEST EDGE OF A RUNWAY, 5 METERS (16.1 FT) NORTHEAST OF
 EU0029'STATION SITE 5.
 EU0029'THE MARK IS 3.8 METERS  NE FROM A WITNESS POST.
 EU0029'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0031 ***********************************************************************
 EU0031  DESIGNATION -  SITE 5 RM 2
 EU0031  PID         -  EU0031
 EU0031  STATE/COUNTY-  AZ/MOHAVE
 EU0031  USGS QUAD   -  TOPOCK (1970)
 EU0031
 EU0031                         *CURRENT SURVEY CONTROL
 EU0031  ___________________________________________________________________
 EU0031* NAD 83(1986)-  34 43 37.     (N)    114 26 23.     (W)     SCALED    
 EU0031* NAVD 88     -       221.422  (meters)     726.45   (feet)  ADJUSTED  
 EU0031  ___________________________________________________________________
 EU0031  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0031  DYNAMIC HT  -         221.195 (meters)     725.70  (feet)  COMP
 EU0031  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 EU0031
 EU0031  VERT ORDER  -  FIRST     CLASS II
 EU0031
 EU0031.The horizontal coordinates were scaled from a topographic map and have
 EU0031.an estimated accuracy of +/- 6 seconds.
 EU0031
 EU0031.The orthometric height was determined by differential leveling
 EU0031.and adjusted in June 1991.
 EU0031
 EU0031.The geoid height was determined by GEOID03.
 EU0031
 EU0031.The dynamic height is computed by dividing the NAVD 88
 EU0031.geopotential number by the normal gravity value computed on the
 EU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0031.degrees latitude (g = 980.6199 gals.).
 EU0031
 EU0031.The modeled gravity was interpolated from observed gravity values.
 EU0031
 EU0031;                    North         East    Units  Estimated Accuracy
 EU0031;SPC AZ W     -   413,520.      150,190.      MT  (+/- 180 meters Scaled)
 EU0031
 EU0031                          SUPERSEDED SURVEY CONTROL
 EU0031
 EU0031  NGVD 29 (??/??/??)  220.771  (m)          724.31   (f) ADJUSTED    1 2
 EU0031
 EU0031.Superseded values are not recommended for survey control.
 EU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0031.See file dsdata.txt to determine how the superseded data were derived.
 EU0031
 EU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU344457(NAD 83)
 EU0031_MARKER: DR = REFERENCE MARK DISK
 EU0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0031_STAMPING: SITE 5 NO 2 1948
 EU0031_MARK LOGO: CGS   
 EU0031_PROJECTION: PROJECTING 8 CENTIMETERS
 EU0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0031+STABILITY: SURFACE MOTION
 EU0031
 EU0031  HISTORY     - Date     Condition        Report By
 EU0031  HISTORY     - 1948     MONUMENTED       CGS
 EU0031  HISTORY     - 1981     GOOD             NGS
 EU0031
 EU0031                          STATION DESCRIPTION
 EU0031
 EU0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EU0031'3.4 MI NW FROM TOPOCK.
 EU0031'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END OF
 EU0031'THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK, TO
 EU0031'A SIGN EL PASO NATURAL GAS COMPANY, THENCE 0.35 MILES NORTH ALONG
 EU0031'AN ASPHALT PAVED ROAD TO A CURVE IN THE ROAD TO THE NORTHEAST,
 EU0031'THENCE 0.10 MILES WEST-NORTHWEST ACROSS THE GRAVEL RUNWAY TO THE
 EU0031'WEST EDGE OF THE RUNWAY, 494 FEET NORTHWEST OF THE CENTER OF THE
 EU0031'ASPHALT PAVED ROAD FROM A POINT WHERE THE ROAD STARTS TO CURVE
 EU0031'NORTHEAST, 455 FEET WEST-SOUTHWEST OF A FENCE CORNER, 211 FEET
 EU0031'WEST OF THE WEST EDGE OF THE RUNWAY, 22.2 FEET WEST-NORTHWEST OF
 EU0031'TRIANGULATION STATION SITE 5, 20.5 FEET WEST OF A METAL WITNESS
 EU0031'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 EU0031
 EU0031                          STATION RECOVERY (1981)
 EU0031
 EU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0031'4.75 KM (2.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE EAST
 EU0031'END OF THE COLORADO RIVER BRIDGE IN TOPOCK, THENCE 0.6 KM (0.4 MI)
 EU0031'NORTH ALONG NEEDLES MOUNTAIN ROAD, THENCE 0.25 KM (0.15 MI)
 EU0031'WEST-SOUTHWEST ACROSS COUNTRY AND A GRAVEL RUNWAY, 64.3 METERS (211
 EU0031'FT) WEST OF THE WEST EDGE OF A RUNWAY, 6.7 METERS (22.2 FT)
 EU0031'WEST-NORTHWEST OF STATION SITE 5.
 EU0031'THE MARK IS 6.2 METERS  W FROM A WITNESS POST.
 EU0031'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0991 ***********************************************************************
 EU0991  DESIGNATION -  SITE 6
 EU0991  PID         -  EU0991
 EU0991  STATE/COUNTY-  AZ/MOHAVE
 EU0991  USGS QUAD   -  LAKE HAVASU CITY SOUTH (1975)
 EU0991
 EU0991                         *CURRENT SURVEY CONTROL
 EU0991  ___________________________________________________________________
 EU0991* NAD 83(1992)-  34 27 22.14784(N)    114 21 52.75041(W)     ADJUSTED  
 EU0991* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 EU0991  ___________________________________________________________________
 EU0991  EPOCH DATE  -        1991.35
 EU0991  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EU0991  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EU0991  HORZ ORDER  -  THIRD
 EU0991
 EU0991.The horizontal coordinates were established by classical geodetic methods
 EU0991.and adjusted by the National Geodetic Survey in June 1996.
 EU0991.The horizontal coordinates are valid at the epoch date displayed above.
 EU0991.The epoch date for horizontal control is a decimal equivalence
 EU0991.of Year/Month/Day.
 EU0991
 EU0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0991
 EU0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0991
 EU0991.The geoid height was determined by GEOID03.
 EU0991
 EU0991;                    North         East     Units Scale Factor Converg.
 EU0991;SPC AZ W     -   383,432.331   156,884.123   MT  0.99997263   -0 20 52.0
 EU0991;SPC AZ W     - 1,257,980.09    514,711.69   iFT  0.99997263   -0 20 52.0
 EU0991;SPC CA 5     -   612,100.422 2,333,950.491   MT  0.99993530   +2 04 19.9
 EU0991;SPC CA 5     - 2,008,199.47  7,657,302.57   sFT  0.99993530   +2 04 19.9
 EU0991;UTM  11      - 3,815,886.413   742,090.976   MT  1.00032247   +1 29 30.3
 EU0991
 EU0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0991!SPC AZ W     -   0.99998196  x   0.99997263  =   0.99995459
 EU0991!SPC CA 5     -   0.99998196  x   0.99993530  =   0.99991726
 EU0991!UTM  11      -   0.99998196  x   1.00032247  =   1.00030443
 EU0991
 EU0991:                Primary Azimuth Mark                     Grid Az
 EU0991:SPC AZ W     -  SITE 6 AZ MK                             048 39 45.9
 EU0991:SPC CA 5     -  SITE 6 AZ MK                             046 14 34.0
 EU0991:UTM  11      -  SITE 6 AZ MK                             046 49 23.6
 EU0991
 EU0991|---------------------------------------------------------------------|
 EU0991| PID    Reference Object                     Distance      Geod. Az  |
 EU0991|                                                           dddmmss.s |
 EU0991| CC6486 SITE 6 AZ MK                                       0481853.9 |
 EU0991| CC6487 SITE 6 RM 1                           9.547 METERS 23536     |
 EU0991| CC6488 SITE 6 RM 2                           9.662 METERS 34055     |
 EU0991|---------------------------------------------------------------------|
 EU0991
 EU0991                          SUPERSEDED SURVEY CONTROL
 EU0991
 EU0991  NAD 83(1992)-  34 27 22.14672(N)    114 21 52.73984(W) AD(       ) 3
 EU0991  NAD 83(1986)-  34 27 22.14682(N)    114 21 52.74870(W) AD(       ) 3
 EU0991  NAD 27      -  34 27 22.09900(N)    114 21 49.90600(W) AD(       ) 3
 EU0991  NGVD 29 (07/19/86)  145.2    (m)          476.     (f) VERT ANG    3  
 EU0991
 EU0991.Superseded values are not recommended for survey control.
 EU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0991.See file dsdata.txt to determine how the superseded data were derived.
 EU0991
 EU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4209115886(NAD 83)
 EU0991_MARKER: DS = TRIANGULATION STATION DISK
 EU0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0991
 EU0991  HISTORY     - Date     Condition        Report By
 EU0991  HISTORY     - 1948     MONUMENTED       CGS
 EU0991  HISTORY     - 1964     GOOD             CGS
 EU0991  HISTORY     - 1976     GOOD             NGS
 EU0991
 EU0991                          STATION DESCRIPTION
 EU0991
 EU0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0991'THE STATION IS APPROXIMATELY 200 YARDS SOUTH-SOUTHWEST OF THE
 EU0991'INTERSECTION OF THE TWO RUNWAYS AT WHAT WAS FORMERLY THE KINGMAN
 EU0991'U.S. ARMY AUXILLARY AIR FIELD SITE 6 (NOW PRIVATELY OWNED AND
 EU0991'OPERATED).  IT IS ABOUT 3/4 MILE NORTHEAST OF THE EASTERN BANK OF
 EU0991'THE COLORADO RIVER, 19 MILES, AIRLINE, SOUTH-SOUTHEAST OF TOPOCK,
 EU0991'32 MILES SOUTHWEST OF YUCCA, AND 3/4 MILE NORTHEAST OF A GROUP
 EU0991'OF BUILDINGS AT SOUTH END OF RUNWAYS.
 EU0991'
 EU0991'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 14 INCH
 EU0991'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 EU0991'THE GROUND.  IT IS 37.8 FEET SOUTHWEST OF A POLE SUPPORTING A WIND
 EU0991'SOCK AND IS STAMPED SITE 6 1948.
 EU0991'
 EU0991'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12
 EU0991'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 EU0991'GROUND AND APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 EU0991'IT IS STAMPED SITE 6 NO 1 1948.
 EU0991'
 EU0991'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12
 EU0991'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 EU0991'SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME ELEVATION
 EU0991'AS THE STATION MARK.  IT IS STAMPED SITE 6 NO 2 1948.
 EU0991'
 EU0991'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 EU0991'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 EU0991'OF THE GROUND.  IT IS ON THE EASTERN EDGE OF A STRIP BETWEEN THE
 EU0991'TWO RUNWAYS AND IS ABOUT 200 YARDS NORTHEAST OF THE INTERSECTION
 EU0991'OF THE TWO RUNWAYS.  IT IS STAMPED SITE 6 1948.
 EU0991'
 EU0991'TO REACH THE STATION FROM TOPOCK GO EASTERLY ON THE MAIN TRAVELED
 EU0991'BLADED ROAD (YUCCA ROAD) FOR 2.45 MILES TO A FORK.  TAKE THE
 EU0991'RIGHT FORK, MAIN TRAVELED ROAD, FOR 4.65 MILES TO A FORK.  TAKE
 EU0991'THE LEFT FORK AND GO 0.5 MILE TO CROSSROADS.  KEEP STRAIGHT AHEAD
 EU0991'ON THE MAIN TRAVELED ROAD FOR 2.9 MILES TO A FORK AND SIGNS
 EU0991'MOHAWK 24 MILES, SITE 6.  TAKE THE RIGHT FORK AS PER SIGN AND GO
 EU0991'SOUTHERLY 11.6 MILES TO FORKS AND SIGN SITE 6.  TAKE THE LEFT
 EU0991'FORK AND GO 1.1 MILES TO FORKS AND SIGNS SITE 6, MOHAWK MINE
 EU0991'10 MILES. KEEP STRAIGHT AHEAD ON THE LEFT FORK AND GO 2.6 MILES TO
 EU0991'FORKS AND SIGN SITE 6.  TAKE THE RIGHT FORK AND GO 6.8 MILES
 EU0991'TO FORKS.  TAKE THE RIGHT FORK, MAIN TRAVELED ROAD AND GO 0.5
 EU0991'MILE TO THE NORTHERN END OF THE AIR FIELD RUNWAY.  GO
 EU0991'SOUTHWEST ALONG THE RUNWAY FOR 0.7 MILE TO THE WINDSOCK AND
 EU0991'STATION.  A DRIVE STATION.
 EU0991'
 EU0991'THE STATION MAY ALSO BE REACHED FROM YUCCA BY FOLLOWING THE
 EU0991'YUCCA-TOPOCK ROAD SOUTH AND WEST FOR 20.5 MILES TO FORK AND SIGN
 EU0991'SITE 6, THENCE AS ABOVE.
 EU0991
 EU0991                          STATION RECOVERY (1964)
 EU0991
 EU0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WMR)
 EU0991'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF THE
 EU0991'STATION IS GOOD.  ANEW TO REACH FOLLOWS.
 EU0991'
 EU0991'TO REACH FROM TOPOCK GO EAST ON U.S. 66 FOR 10.0 MILES TO PAVED
 EU0991'ROAD RIGHT TURN RIGHT AND FOLLOW PAVED ROAD 21.4 MILES TO THE
 EU0991'AIRFIELD AND THE STATION.
 EU0991
 EU0991                          STATION RECOVERY (1976)
 EU0991
 EU0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (FBM)
 EU0991'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EU0991'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 EU0991'STATION IS LOCATED ON THE LAKE HAVASU CITY AIRPORT IN A TRIANGULAR
 EU0991'SHAPED AREA FORMED BY PAVED RUNWAY 5-23, GRAVEL RUNWAY 2-20 AND
 EU0991'A GRAVEL TAXIWAY RUNNING SE FROM RUNWAY 5-23 TO RUNWAY END 2.
 EU0991'
 EU0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EU0991'IN LAKE HAVASU CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0860 ***********************************************************************
 FR0860  DESIGNATION -  SITGREAVES MTN
 FR0860  PID         -  FR0860
 FR0860  STATE/COUNTY-  AZ/COCONINO
 FR0860  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0860
 FR0860                         *CURRENT SURVEY CONTROL
 FR0860  ___________________________________________________________________
 FR0860* NAD 83(1992)-  35 20 33.43608(N)    112 00 22.50400(W)     ADJUSTED  
 FR0860* NAVD 88     -      2863.     (meters)    9393.     (feet)  SCALED    
 FR0860  ___________________________________________________________________
 FR0860  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 FR0860  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 FR0860  HORZ ORDER  -  THIRD
 FR0860
 FR0860.The horizontal coordinates were established by classical geodetic methods
 FR0860.and adjusted by the National Geodetic Survey in August 1993.
 FR0860
 FR0860.The orthometric height was scaled from a topographic map.
 FR0860
 FR0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0860
 FR0860.The geoid height was determined by GEOID03.
 FR0860
 FR0860;                    North         East     Units Scale Factor Converg.
 FR0860;SPC AZ C     -   481,585.759   205,217.048   MT  0.99990082   -0 03 06.6
 FR0860;SPC AZ C     - 1,580,005.77    673,284.28   iFT  0.99990082   -0 03 06.6
 FR0860;UTM  12      - 3,911,504.026   408,560.737   MT  0.99970304   -0 34 55.6
 FR0860
 FR0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0860!SPC AZ C     -   0.99955445  x   0.99990082  =   0.99945531
 FR0860!UTM  12      -   0.99955445  x   0.99970304  =   0.99925762
 FR0860
 FR0860:                Primary Azimuth Mark                     Grid Az
 FR0860:SPC AZ C     -  SQUAW                                    356 02 31.6
 FR0860:UTM  12      -  SQUAW                                    356 34 20.6
 FR0860
 FR0860|---------------------------------------------------------------------|
 FR0860| PID    Reference Object                     Distance      Geod. Az  |
 FR0860|                                                           dddmmss.s |
 FR0860| FR0836 SQUAW                               APPROX. 9.0 KM 3555925.0 |
 FR0860|---------------------------------------------------------------------|
 FR0860
 FR0860                          SUPERSEDED SURVEY CONTROL
 FR0860
 FR0860  NAD 83(1986)-  35 20 33.43460(N)    112 00 22.49952(W) AD(       ) 3
 FR0860  NAD 27      -  35 20 33.40500(N)    112 00 19.92300(W) AD(       ) 3
 FR0860
 FR0860.Superseded values are not recommended for survey control.
 FR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0860.See file dsdata.txt to determine how the superseded data were derived.
 FR0860
 FR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0856111504(NAD 83)
 FR0860_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FR0860_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0860_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FR0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0860+STABILITY: SURFACE MOTION
 FR0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0860+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 FR0860
 FR0860  HISTORY     - Date     Condition        Report By
 FR0860  HISTORY     - 1958     MONUMENTED       CGS
 FR0860  HISTORY     - 1965     GOOD             USGS
 FR0860  HISTORY     - 20050611 GOOD             GEOCAC
 FR0860
 FR0860                          STATION DESCRIPTION
 FR0860
 FR0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0860'THE STATION IS THE CENTER OF A 304 INCH IRON PIPE THAT PROJECTS
 FR0860'2 INCHES ON THE HIGHEST PART OF THE SITGREAVES MOUNTAIN.  THERE
 FR0860'IS A SMALL ROCK CAIRN AT THE STATION.
 FR0860'
 FR0860'IT IS LOCATED ABOUT 11 MILES NORTHEAST OF WILLIAMS, 9 MILES
 FR0860'EAST OF RED LAKE AND 5 MILES NORTHWEST OF PARKS.
 FR0860'
 FR0860'TO REACH FROM THE SANTA FE RAILROAD DEPOT IN FLAGSTAFF, GO WEST
 FR0860'ALONG U.S. HIGHWAY 66 AND 89 FOR 21.4 MILES TO A CROSSROAD
 FR0860'AND A STOCK GUARD ON EACH SIDE OF THE HIGHWAY.  TURN RIGHT,
 FR0860'AS PER SIGN 2 NE SPRINGS - 4 KAUFMAN, AND GO NORTH ON THE
 FR0860'GRADED ROAD FOR 3.0 MILES TO A CROSSROAD, THE EL PASO GAS
 FR0860'PIPELINE AND VALVE HOUSE NUMBER 33 ON THE RIGHT.  TURN LEFT
 FR0860'AND GO WEST 1.9 MILES ON THE PIPELINE ROAD TO A REVERSE
 FR0860'Y-FORK, TURN SHARP RIGHT AND GO NORTHEAST AND NORTH ON A TRACK
 FR0860'ROAD FOR 0.7 MILE TO A FENCE CORNER ON THE LEFT.  CONTINUE
 FR0860'AHEAD ON THE MAIN TRAVELED ROAD FOR 1.3 MILES TO ITS END.
 FR0860'PACK NORTHEAST, NORTH AND NORTHWEST ALONG THE BLAZED TRAIL
 FR0860'TO THE SUMMIT OF THE MOUNTAINS.  IT IS ABOUT A TWO HOUR
 FR0860'PACK.
 FR0860
 FR0860                          STATION RECOVERY (1965)
 FR0860
 FR0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FR0860'RECOVERED IN GOOD CONDITION EXCEPT RM 2 WAS FOUND IN LOOSE GOB OF
 FR0860'CONCRETE SETTING IN SHALLOW HOLE.
 FR0860'
 FR0860'TO REACH FROM FLAGSTAFF POST OFFICE, GO 18.6 MI W. ALONG U.S.
 FR0860'HWY. 66 AND 89 TO PARKS.  TURN RIGHT AND CONTINUE W. ON OLD HWY.
 FR0860'66 4.1 MI TO X-RD.  TURN RIGHT ON FOREST SERVICE RD. 116 AND
 FR0860'TRAVEL 3.1 MI N. ON DIRT RD. TO EL PASO GAS PIPELINE.  TURN LEFT
 FR0860'AND TRAVEL ALONG PIPELINE 2.2 MI TO REVERSE Y-FORK.  TURN SHARP
 FR0860'RIGHT ON FS RD. 75 AND TRAVEL 1.3 MI N. TO Y-FORK, TURN LEFT
 FR0860'ALONG FS RD. 75A AND TRAVEL 0.2 MI N. TO Y-FORK.  TURN RIGHT ON FS
 FR0860'RD. 706 AND TRAVEL 1.4 MI TO END OF RD.  PACK NW. AND N. TO TOP
 FR0860'OF HILL AND STATION.  ABOUT A 1-HOUR PACK.
 FR0860
 FR0860                          STATION RECOVERY (2005)
 FR0860
 FR0860'RECOVERY NOTE BY GEOCACHING 2005 (DJH)
 FR0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1133 ***********************************************************************
 DV1133  DESIGNATION -  SIX
 DV1133  PID         -  DV1133
 DV1133  STATE/COUNTY-  AZ/LA PAZ
 DV1133  USGS QUAD   -  HOPE SW (1990)
 DV1133
 DV1133                         *CURRENT SURVEY CONTROL
 DV1133  ___________________________________________________________________
 DV1133* NAD 83(1992)-  33 36 33.15160(N)    113 37 39.87334(W)     ADJUSTED  
 DV1133* NAVD 88     -       453.80   (+/-2cm)    1488.8    (feet)  VERTCON   
 DV1133  ___________________________________________________________________
 DV1133  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DV1133  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1133  HORZ ORDER  -  SECOND
 DV1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1133
 DV1133.The horizontal coordinates were established by classical geodetic methods
 DV1133.and adjusted by the National Geodetic Survey in August 1993.
 DV1133
 DV1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1133.The vertical order pertains to the NGVD 29 superseded value.
 DV1133
 DV1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1133
 DV1133.The geoid height was determined by GEOID03.
 DV1133
 DV1133;                    North         East     Units Scale Factor Converg.
 DV1133;SPC AZ W     -   289,328.411   224,705.430   MT  0.99993492   +0 04 03.6
 DV1133;SPC AZ W     -   949,240.19    737,222.54   iFT  0.99993492   +0 04 03.6
 DV1133;UTM  12      - 3,721,923.151   256,194.723   MT  1.00033287   -1 27 18.9
 DV1133
 DV1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1133!SPC AZ W     -   0.99993366  x   0.99993492  =   0.99986859
 DV1133!UTM  12      -   0.99993366  x   1.00033287  =   1.00026651
 DV1133
 DV1133|---------------------------------------------------------------------|
 DV1133| PID    Reference Object                     Distance      Geod. Az  |
 DV1133|                                                           dddmmss.s |
 DV1133| DV1131 SIX RM 1                             10.139 METERS 02603     |
 DV1133| CH3255 SIX AZ MK                                          0472201.6 |
 DV1133| DV1132 SIX RM 2                              5.389 METERS 23155     |
 DV1133|---------------------------------------------------------------------|
 DV1133
 DV1133                          SUPERSEDED SURVEY CONTROL
 DV1133
 DV1133  NAD 83(1986)-  33 36 33.14507(N)    113 37 39.88443(W) AD(       ) 2
 DV1133  NAD 27      -  33 36 33.02420(N)    113 37 37.13940(W) AD(       ) 2
 DV1133  NGVD 29 (??/??/92)  453.114  (m)         1486.59   (f) ADJ UNCH    2 0
 DV1133
 DV1133.Superseded values are not recommended for survey control.
 DV1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1133.See file dsdata.txt to determine how the superseded data were derived.
 DV1133
 DV1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5619521923(NAD 83)
 DV1133_MARKER: DE = TRAVERSE STATION DISK
 DV1133_SETTING: 66 = SET IN ROCK OUTCROP
 DV1133_SP_SET: BEDROCK
 DV1133_STAMPING: SIX 1962
 DV1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1133+STABILITY: POSITION/ELEVATION WELL
 DV1133
 DV1133  HISTORY     - Date     Condition        Report By
 DV1133  HISTORY     - 1962     MONUMENTED       CGS
 DV1133  HISTORY     - 1962     GOOD             CGS
 DV1133  HISTORY     - 1981     GOOD             NGS
 DV1133  HISTORY     - 19870212 GOOD             USGS
 DV1133
 DV1133                          STATION DESCRIPTION
 DV1133
 DV1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1133'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SALOME,
 DV1133'ABOUT 7 MILES SOUTH OF HOPE, ABOUT 3 MILES NORTHWEST OF THE SALOME
 DV1133'AIRFIELD AND AND IS ON A SMALL ROCKY RIDGE.
 DV1133'
 DV1133'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO SOUTH
 DV1133'ON BLACKTOP ROAD FOR 0.3 MILE TO FORKS JUST AFTER CROSSING A
 DV1133'CATTLE GUARD, KEEP RIGHT, GO SOUTHWESTERLY ON THE MAIN BLADED ROAD
 DV1133'FOR 5.0 MILES TO FORKS AND A SIGN RIO DEL MONTE MINE, KEEP
 DV1133'RIGHT, CONTINUE SOUTHWEST FOR 3.05 MILES TO FORKS, KEEP RIGHT,
 DV1133'CONTINUE SOUTHWEST FOR 2.15 MILES TO FORKS, KEEP RIGHT FORK,
 DV1133'GO SOUTHWESTERLY FOR 2.9 MILES TO A DIM TRACK ROAD RIGHT, TURN
 DV1133'RIGHT, GO WEST-SOUTHWEST ON DIM TRACK ROAD FOR 0.2 MILE TO
 DV1133'FORKS AND THE AZIMUTH MARK ON RIGHT ABOUT 200 FEET.  KEEP
 DV1133'RIGHT FORK, GO SOUTHWESTERLY FOR 0.4 MILE TO STATION SADDLE ON
 DV1133'LEFT, TURN LEFT, GO SOUTH ON TRACK ROAD FOR 0.1 MILE, TURN
 DV1133'RIGHT, GO WEST 0.05 MILE TO TOP OF SMALL RIDGE AND THE
 DV1133'STATION.
 DV1133'
 DV1133'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE IN
 DV1133'BEDROCK WHICH IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 DV1133'AND IS STAMPED SIX 1962.  THE MARK IS 27.2 FEET NORTH-NORTHWEST
 DV1133'OF A WITNESS POST.
 DV1133'
 DV1133'R.M. NO. 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DV1133'OUTCROPPING BEDROCK WHICH IS ABOUT 2 X 2 FOOT, PROJECTING ABOUT
 DV1133'2 FEET AND IS STAMPED SIX NO 1 1962.  THE MARK IS 57.2 FEET
 DV1133'NORTH-NORTHEAST OF A WITNESS POST.
 DV1133'
 DV1133'R.M. NO. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 DV1133'OUTCROPPING BEDROCK WHICH IS ABOUT 18 X 24 INCHES, PROJECTING
 DV1133'ABOUT 2 FEET AND IS STAMPED SIX NO 2 1962.  THE MARK IS 22.8
 DV1133'FEET NORTHWEST OF A WITNESS POST.
 DV1133'
 DV1133'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DV1133'OUTCROPPING BEDROCK WHICH IS ABOUT 3 X 4 FEET, PROJECTING ABOUT
 DV1133'2 FEET AND IS STAMPED SIX 1962.  THE MARK IS 223 FEET NORTHWEST
 DV1133'OF THE ROAD FORKS AND 4.6 FEET NORTH-NORTHWEST OF WITNESS POST.
 DV1133'
 DV1133'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 49.75 FEET.
 DV1133'
 DV1133'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV1133
 DV1133                          STATION RECOVERY (1962)
 DV1133
 DV1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1133'14.85 MI SW FROM SALOME.
 DV1133'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1133'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1133'THENCE 0.5 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1133'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE
 DV1133'ABOUT 0.05 MILE SOUTH TO THE TOP OF A SMALL HILL, 37 FEET NORTHEAST OF
 DV1133'A 3 FOOT HIGH CAIRN, 27.1 FEET NORTH OF A METAL WITNESS POST, AND SET
 DV1133'IN A DRILL HOLE IN BEDROCK ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 DV1133
 DV1133                          STATION RECOVERY (1981)
 DV1133
 DV1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1133'RECOVERED AS DESCRIBED.
 DV1133
 DV1133                          STATION RECOVERY (1987)
 DV1133
 DV1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0416 ***********************************************************************
 FR0416  DESIGNATION -  SIX
 FR0416  PID         -  FR0416
 FR0416  STATE/COUNTY-  AZ/MOHAVE
 FR0416  USGS QUAD   -  BULL SPRING (1980)
 FR0416
 FR0416                         *CURRENT SURVEY CONTROL
 FR0416  ___________________________________________________________________
 FR0416* NAD 83(1992)-  35 10 56.69245(N)    113 28 52.41439(W)     ADJUSTED  
 FR0416* NAVD 88     -      1479.545  (meters)    4854.14   (feet)  POSTED    
 FR0416  ___________________________________________________________________
 FR0416  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 FR0416  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FR0416  DYNAMIC HT  -        1477.650 (meters)    4847.92  (feet)  COMP
 FR0416  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 FR0416
 FR0416  HORZ ORDER  -  SECOND
 FR0416  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0416
 FR0416.The horizontal coordinates were established by classical geodetic methods
 FR0416.and adjusted by the National Geodetic Survey in August 1993.
 FR0416
 FR0416.The orthometric height was determined by differential leveling
 FR0416.and adjusted by the  in 1992.
 FR0416.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0416.rate of 0.0 thru 1.0 mm/km.
 FR0416
 FR0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0416
 FR0416.The geoid height was determined by GEOID03.
 FR0416
 FR0416.The dynamic height is computed by dividing the NAVD 88
 FR0416.geopotential number by the normal gravity value computed on the
 FR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0416.degrees latitude (g = 980.6199 gals.).
 FR0416
 FR0416.The modeled gravity was interpolated from observed gravity values.
 FR0416
 FR0416;                    North         East     Units Scale Factor Converg.
 FR0416;SPC AZ W     -   463,858.219   237,839.689   MT  0.99994072   +0 09 17.5
 FR0416;SPC AZ W     - 1,521,844.55    780,313.94   iFT  0.99994072   +0 09 17.5
 FR0416;SPC AZ C     -   464,930.858    70,860.160   MT  1.00015018   -0 54 05.8
 FR0416;SPC AZ C     - 1,525,363.71    232,480.84   iFT  1.00015018   -0 54 05.8
 FR0416;UTM  12      - 3,896,092.257   274,063.694   MT  1.00022915   -1 25 48.9
 FR0416
 FR0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0416!SPC AZ W     -   0.99977206  x   0.99994072  =   0.99971279
 FR0416!SPC AZ C     -   0.99977206  x   1.00015018  =   0.99992220
 FR0416!UTM  12      -   0.99977206  x   1.00022915  =   1.00000116
 FR0416
 FR0416|---------------------------------------------------------------------|
 FR0416| PID    Reference Object                     Distance      Geod. Az  |
 FR0416|                                                           dddmmss.s |
 FR0416| DV1131 SIX RM 1                              8.621 METERS 05417     |
 FR0416| FR0427 MILLER                              APPROX. 6.8 KM 0840626.8 |
 FR0416| CH3255 SIX AZ MK                                          1170159.6 |
 FR0416| FR0960 WALK                                APPROX. 5.2 KM 2503224.0 |
 FR0416| DV1132 SIX RM 2                              6.455 METERS 29931     |
 FR0416|---------------------------------------------------------------------|
 FR0416
 FR0416                          SUPERSEDED SURVEY CONTROL
 FR0416
 FR0416  NAD 83(1986)-  35 10 56.69299(N)    113 28 52.41738(W) AD(       ) 2
 FR0416  NAD 27      -  35 10 56.66570(N)    113 28 49.65160(W) AD(       ) 2
 FR0416  NGVD 29 (??/??/92) 1478.696  (m)         4851.36   (f) ADJ UNCH    2 0
 FR0416
 FR0416.Superseded values are not recommended for survey control.
 FR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0416.See file dsdata.txt to determine how the superseded data were derived.
 FR0416
 FR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD7406496092(NAD 83)
 FR0416_MARKER: DE = TRAVERSE STATION DISK
 FR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0416_STAMPING: SIX 1961
 FR0416_MARK LOGO: CGS   
 FR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0416+STABILITY: SURFACE MOTION
 FR0416
 FR0416  HISTORY     - Date     Condition        Report By
 FR0416  HISTORY     - 1962     MONUMENTED       CGS
 FR0416  HISTORY     - 1962     GOOD             CGS
 FR0416
 FR0416                          STATION DESCRIPTION
 FR0416
 FR0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0416'THE STATION IS LOCATED ABOUT 10 MILES EAST OF THE HACKBERRY ROAD,
 FR0416'3 MILES EAST OF TIN MOUNTAIN, 1/2 MILE NORTH OF COTTONWOOD CREEK
 FR0416'ON THE SIDE HILL BETWEEN TWO PIPE LINES AND IN SECTION
 FR0416'19.
 FR0416'
 FR0416'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0416'AND STATE HIGHWAY 93 IN THE NORTHEAST EDGE OF KINGMAN, GO
 FR0416'SOUTHEASTERLY ON STATE HIGHWAY 93 FOR 23 MILES TO MILE POST
 FR0416'95, CONTINUE ON STATE HIGHWAY 93 FOR 1.5 MILES TO FORKS, KEEP
 FR0416'LEFT FORK STRAIGHT AHEAD FOR 0.2 MILE TO CROSS ROAD AND SIGN
 FR0416'HACKBERRY, TURN LEFT (NORTH) ON THE MAIN ROAD FOR 4.8 MILES
 FR0416'TO A SIDE ROAD RIGHT AND SIGN SILVER SPRINGS SUBDIVISION, TURN
 FR0416'RIGHT (EAST) ON BLADED ROAD FOR 5.6 MILES TO A CATTLE GUARD,
 FR0416'CONTINUE ON MAIN BLADED ROAD FOR 1.7 MILES TO FORKS (RIGHT
 FR0416'FORK GOES TO HOUSE), KEEP LEFT ON MAIN BLADED ROAD 2.4 MILES
 FR0416'TO A FENCE LINE AND OLD CATTLE GUARD.  CONTINUE ON MAIN
 FR0416'BLADED ROAD FOR 0.35 MILE TO WHERE THE MAIN ROAD TURNS RIGHT
 FR0416'UP HILL AND PIPE LINE CONTINUES STRAIGHT AHEAD, TURN RIGHT
 FR0416'ON MAIN ROAD FOR 0.1 MILE TO PIPE LINE CROSSING ROAD.
 FR0416'HERE TURN LEFT AND FOLLOW ALONG PIPE LINE FOR 0.25 MILE
 FR0416'TO TOP OF HILL AND THE STATION AS DESCRIBED.
 FR0416'
 FR0416'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG
 FR0416'PIPE LINE FOR 0.15 MILE TO ROAD, TURN RIGHT ON BLADED ROAD
 FR0416'FOR 0.15 MILE TO THE TOP OF SMALL RIDGE, TURN LEFT, ALONG TOP
 FR0416'OF RIDGE FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 FR0416'
 FR0416'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH
 FR0416'SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND IS STAMPED
 FR0416'SIX 1961.  THE MARK IS 64 FEET NORTHWEST OF THE CENTER OF PIPE
 FR0416'LINE RIGHT-OF-WAY, 21 FEET SOUTH-SOUTHEAST OF A TRIANGLE
 FR0416'BLAZED CEDAR TREE AND 10.3 FEET EAST-NORTHEAST OF A WITNESS POST.
 FR0416'
 FR0416'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF
 FR0416'A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6-INCHES AND
 FR0416'IS STAMPED SIX NO 1 1961.  THE MARK IS 65 FEET NORTHWEST OF
 FR0416'THE CENTER OF THE PIPE LINE RIGHT-OF-WAY, 38 FEET EAST-NORTHEAST
 FR0416'OF A WITNESS POST AND 25.6 FEET EAST OF A TRIANGLE BLAZED
 FR0416'CEDAR TREE.
 FR0416'
 FR0416'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A 12-INCH
 FR0416'SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES AND IS STAMPED
 FR0416'SIX NO 2 1961.  THE MARK IS 78 FEET NORTHWEST OF THE CENTER
 FR0416'OF THE PIPE LINE RIGHT-OF-WAY, 18 FEET SOUTHWEST OF A TRIANGLE
 FR0416'BLAZED CEDAR TREE AND 15.6 FEET WEST-NORTHWEST OF A WITNESS POST.
 FR0416'
 FR0416'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 FR0416'IN OUTCROPPING BEDROCK AND IS STAMPED SIX 1961.  THE MARK IS
 FR0416'3.5 FEET WEST OF A WITNESS POST AND ABOUT 0.05 MILE SOUTH-SOUTHEAST
 FR0416'OF THE ROAD.
 FR0416'
 FR0416'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 41.85 FEET
 FR0416'OR 12.758 METERS.
 FR0416'
 FR0416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0416
 FR0416                          STATION RECOVERY (1962)
 FR0416
 FR0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0416'39.35 MI NE FROM KINGMAN.
 FR0416'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0416'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0416'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0416'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 10.0 MILES
 FR0416'EAST ALONG THE DIRT ROAD TO A PIPE LINE CROSSING, THENCE 0.25 MILE
 FR0416'EAST ALONG THE PIPE LINE TO THE TOP OF A STEEP HILL, 43.5 FEET
 FR0416'NORTHWEST OF THE CENTER OF THE PIPE LINE ROAD, 21.8 FEET SOUTHEAST OF
 FR0416'A MULTIPLE TRUNKED, TRIANGLE BLAZED TREE, 10.5 FEET EAST OF A METAL
 FR0416'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FR0416'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0394 ***********************************************************************
 CF0394  DESIGNATION -  SIX
 CF0394  PID         -  CF0394
 CF0394  STATE/COUNTY-  AZ/COCHISE
 CF0394  USGS QUAD   -  PEARCE (1985)
 CF0394
 CF0394                         *CURRENT SURVEY CONTROL
 CF0394  ___________________________________________________________________
 CF0394* NAD 83(1992)-  31 53 37.78926(N)    109 50 00.84632(W)     ADJUSTED  
 CF0394* NAVD 88     -      1493.7    (meters)    4901.     (feet)  VERTCON   
 CF0394  ___________________________________________________________________
 CF0394  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CF0394  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CF0394  HORZ ORDER  -  SECOND
 CF0394
 CF0394.The horizontal coordinates were established by classical geodetic methods
 CF0394.and adjusted by the National Geodetic Survey in August 1993.
 CF0394
 CF0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0394
 CF0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0394
 CF0394.The geoid height was determined by GEOID03.
 CF0394
 CF0394;                    North         East     Units Scale Factor Converg.
 CF0394;SPC AZ E     -    99,143.877   244,868.643   MT  0.99991224   +0 10 33.6
 CF0394;SPC AZ E     -   325,275.19    803,374.81   iFT  0.99991224   +0 10 33.6
 CF0394;UTM  12      - 3,529,260.969   610,305.855   MT  0.99975006   +0 36 58.8
 CF0394
 CF0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0394!SPC AZ E     -   0.99976979  x   0.99991224  =   0.99968205
 CF0394!UTM  12      -   0.99976979  x   0.99975006  =   0.99951991
 CF0394
 CF0394|---------------------------------------------------------------------|
 CF0394| PID    Reference Object                     Distance      Geod. Az  |
 CF0394|                                                           dddmmss.s |
 CF0394| CS5455 SIX RM 1                              9.318 METERS 00833     |
 CF0394| CS5456 SIX RM 2                             10.829 METERS 25716     |
 CF0394|---------------------------------------------------------------------|
 CF0394
 CF0394                          SUPERSEDED SURVEY CONTROL
 CF0394
 CF0394  NAD 83(1986)-  31 53 37.78327(N)    109 50 00.84063(W) AD(       ) 2
 CF0394  NGVD 29 (03/13/91) 1492.8    (m)         4898.     (f) VERT ANG    3  
 CF0394
 CF0394.Superseded values are not recommended for survey control.
 CF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0394.See file dsdata.txt to determine how the superseded data were derived.
 CF0394
 CF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1030629261(NAD 83)
 CF0394_MARKER: DS = TRIANGULATION STATION DISK
 CF0394_SETTING: 66 = SET IN ROCK OUTCROP
 CF0394_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CF0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0394+STABILITY: POSITION/ELEVATION WELL
 CF0394
 CF0394  HISTORY     - Date     Condition        Report By
 CF0394  HISTORY     - 1957     MONUMENTED       USGS
 CF0394  HISTORY     - 1982     GOOD             AZDT
 CF0394
 CF0394                          STATION DESCRIPTION
 CF0394
 CF0394'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0394'LOCATED ABOUT 20 MILES SOUTHEAST OF WILLCOX AND 1.0 MILE SOUTHWEST OF
 CF0394'PEARCE, ARIZONA.
 CF0394'
 CF0394'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CF0394'DESCRIBED IN 1957.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0394'
 CF0394'FROM THE INTERCHANGE OF I-10 AND U.S. HWY 666, 8.5 MILES SOUTHWEST OF
 CF0394'WILLCOX ARIZONA, TRAVEL SOUTHEAST ON HWY 666 FOR 18.2 MILES TO THE
 CF0394'PEARCE TURNOFF ON THE RIGHT.  TURN RIGHT AND TRAVEL SOUTH ON THE
 CF0394'PEARCE ROAD FOR 1.1 MILES TO OLD GENERAL STORE AND BLADED CROSS ROAD,
 CF0394'TURN RIGHT AND TRAVEL WEST FOR 0.7 MILE TO A BRIDGE ACROSS WASH AND A
 CF0394'TRACK ROAD ON THE LEFT SIDE OF WASH.  TURN LEFT ONTO TRACK ROAD AND
 CF0394'TRAVEL 0.4 MILE TO WIRE GATE.  THE  STATION IS ON THE TOP OF HIGH HILL
 CF0394'DIRECTLY SOUTH OF GATE.  PASS THROUGH GATE FOR 0.1 MILE AND DRIVE UP
 CF0394'HILL TO MOST CONVENIENT SPOT.  PACK UP HILL TO THE TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0419 ***********************************************************************
 FR0419  DESIGNATION -  SIX AZ MK
 FR0419  PID         -  FR0419
 FR0419  STATE/COUNTY-  AZ/MOHAVE
 FR0419  USGS QUAD   -  BULL SPRING (1980)
 FR0419
 FR0419                         *CURRENT SURVEY CONTROL
 FR0419  ___________________________________________________________________
 FR0419* NAD 83(1986)-  35 10 51.     (N)    113 28 40.     (W)     SCALED    
 FR0419* NAVD 88     -      1449.533  (meters)    4755.68   (feet)  POSTED    
 FR0419  ___________________________________________________________________
 FR0419  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FR0419  DYNAMIC HT  -        1447.680 (meters)    4749.60  (feet)  COMP
 FR0419  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 FR0419
 FR0419  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0419
 FR0419.The horizontal coordinates were scaled from a topographic map and have
 FR0419.an estimated accuracy of +/- 6 seconds.
 FR0419
 FR0419.The orthometric height was determined by differential leveling
 FR0419.and adjusted by the  in 1992.
 FR0419.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0419.was located on a no-check spur therefore a value was not computed.
 FR0419.No vertical observational check was made to the station.
 FR0419
 FR0419.The geoid height was determined by GEOID03.
 FR0419
 FR0419.The dynamic height is computed by dividing the NAVD 88
 FR0419.geopotential number by the normal gravity value computed on the
 FR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0419.degrees latitude (g = 980.6199 gals.).
 FR0419
 FR0419.The modeled gravity was interpolated from observed gravity values.
 FR0419
 FR0419;                    North         East    Units  Estimated Accuracy
 FR0419;SPC AZ W     -   463,680.      238,150.      MT  (+/- 180 meters Scaled)
 FR0419
 FR0419                          SUPERSEDED SURVEY CONTROL
 FR0419
 FR0419  NGVD 29 (??/??/92) 1448.679  (m)         4752.87   (f) ADJ UNCH    2 0
 FR0419
 FR0419.Superseded values are not recommended for survey control.
 FR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0419.See file dsdata.txt to determine how the superseded data were derived.
 FR0419
 FR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD743959(NAD 83)
 FR0419_MARKER: DZ = AZIMUTH MARK DISK
 FR0419_SETTING: 66 = SET IN ROCK OUTCROP
 FR0419_SP_SET: ROCK OUTCROP
 FR0419_STAMPING: SIX 1961
 FR0419_MARK LOGO: CGS   
 FR0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0419+STABILITY: POSITION/ELEVATION WELL
 FR0419
 FR0419  HISTORY     - Date     Condition        Report By
 FR0419  HISTORY     - 1961     MONUMENTED       CGS
 FR0419  HISTORY     - 1962     GOOD             CGS
 FR0419
 FR0419                          STATION DESCRIPTION
 FR0419
 FR0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0419'39.6 MI NE FROM KINGMAN.
 FR0419'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0419'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0419'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0419'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 10.5 MILES
 FR0419'EAST ALONG THE DIRT ROAD TO A POINT WHERE THE ROAD HAS CURVED TO THE
 FR0419'NORTH AFTER GOING AROUND THE EDGE OF A LARGE HILL, AND ABOUT 0.15 MILE
 FR0419'SOUTH OF A PIPE LINE CROSSING, 258 FEET EAST OF THE CENTER OF THE
 FR0419'ROAD, 3.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE
 FR0419'TOP OF A 2 BY 2 FOOT ROCK OUTCROP ABOUT FLUSH WITH THE GROUND. NOTE--
 FR0419'FROM TRAVERSE STATION SIX THIS MARK IS ABOUT 0.2 MILE EAST ALONG A
 FR0419'PIPE LINE, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1131 ***********************************************************************
 DV1131  DESIGNATION -  SIX RM 1
 DV1131  PID         -  DV1131
 DV1131  STATE/COUNTY-  AZ/LA PAZ
 DV1131  USGS QUAD   -  HOPE SW (1990)
 DV1131
 DV1131                         *CURRENT SURVEY CONTROL
 DV1131  ___________________________________________________________________
 DV1131* NAD 83(1986)-  33 36 33.     (N)    113 37 40.     (W)     SCALED    
 DV1131* NAVD 88     -       453.25   (+/-2cm)    1487.0    (feet)  VERTCON   
 DV1131  ___________________________________________________________________
 DV1131  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1131
 DV1131.The horizontal coordinates were scaled from a topographic map and have
 DV1131.an estimated accuracy of +/- 6 seconds.
 DV1131
 DV1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1131.The vertical order pertains to the NGVD 29 superseded value.
 DV1131
 DV1131.The geoid height was determined by GEOID03.
 DV1131
 DV1131;                    North         East    Units  Estimated Accuracy
 DV1131;SPC AZ W     -   289,320.      224,700.      MT  (+/- 180 meters Scaled)
 DV1131
 DV1131                          SUPERSEDED SURVEY CONTROL
 DV1131
 DV1131  NGVD 29 (??/??/92)  452.565  (m)         1484.79   (f) ADJ UNCH    2 0
 DV1131
 DV1131.Superseded values are not recommended for survey control.
 DV1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1131.See file dsdata.txt to determine how the superseded data were derived.
 DV1131
 DV1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC561219(NAD 83)
 DV1131_MARKER: DR = REFERENCE MARK DISK
 DV1131_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DV1131_SP_SET: UNSPEC. ROCK
 DV1131_STAMPING: SIX NO 1 1962
 DV1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1131
 DV1131  HISTORY     - Date     Condition        Report By
 DV1131  HISTORY     - 1962     MONUMENTED       CGS
 DV1131  HISTORY     - 19870212 GOOD             USGS
 DV1131
 DV1131                          STATION DESCRIPTION
 DV1131
 DV1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1131'14.85 MI SW FROM SALOME.
 DV1131'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1131'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1131'THENCE 0.5 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1131'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE
 DV1131'ABOUT 0.05 MILE SOUTH TO THE TOP OF A SMALL HILL, SET IN TOP OF A 2.5
 DV1131'BY 2.5 FOOT ROCK WHICH PROJECTS ABOUT 2 FEET, 69 FEET NORTHEAST OF A 3
 DV1131'FOOT HIGH CAIRN, 33.6 FEET NORTHEAST OF TRAVERSE STATION SIX, 58.9
 DV1131'FEET NORTHEAST OF A METAL WITNESS POST.
 DV1131
 DV1131                          STATION RECOVERY (1987)
 DV1131
 DV1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0418 ***********************************************************************
 FR0418  DESIGNATION -  SIX RM 1
 FR0418  PID         -  FR0418
 FR0418  STATE/COUNTY-  AZ/MOHAVE
 FR0418  USGS QUAD   -  BULL SPRING (1980)
 FR0418
 FR0418                         *CURRENT SURVEY CONTROL
 FR0418  ___________________________________________________________________
 FR0418* NAD 83(1986)-  35 10 56.     (N)    113 28 52.     (W)     SCALED    
 FR0418* NAVD 88     -      1479.762  (meters)    4854.85   (feet)  POSTED    
 FR0418  ___________________________________________________________________
 FR0418  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FR0418  DYNAMIC HT  -        1477.870 (meters)    4848.65  (feet)  COMP
 FR0418  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 FR0418
 FR0418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0418
 FR0418.The horizontal coordinates were scaled from a topographic map and have
 FR0418.an estimated accuracy of +/- 6 seconds.
 FR0418
 FR0418.The orthometric height was determined by differential leveling
 FR0418.and adjusted by the  in 1992.
 FR0418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0418.rate of 0.0 thru 1.0 mm/km.
 FR0418
 FR0418.The geoid height was determined by GEOID03.
 FR0418
 FR0418.The dynamic height is computed by dividing the NAVD 88
 FR0418.geopotential number by the normal gravity value computed on the
 FR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0418.degrees latitude (g = 980.6199 gals.).
 FR0418
 FR0418.The modeled gravity was interpolated from observed gravity values.
 FR0418
 FR0418;                    North         East    Units  Estimated Accuracy
 FR0418;SPC AZ W     -   463,840.      237,850.      MT  (+/- 180 meters Scaled)
 FR0418
 FR0418                          SUPERSEDED SURVEY CONTROL
 FR0418
 FR0418  NGVD 29 (??/??/92) 1478.912  (m)         4852.06   (f) ADJ UNCH    2 0
 FR0418
 FR0418.Superseded values are not recommended for survey control.
 FR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0418.See file dsdata.txt to determine how the superseded data were derived.
 FR0418
 FR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD740960(NAD 83)
 FR0418_MARKER: DR = REFERENCE MARK DISK
 FR0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0418_STAMPING: SIX NO 1 1961
 FR0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0418+STABILITY: SURFACE MOTION
 FR0418
 FR0418  HISTORY     - Date     Condition        Report By
 FR0418  HISTORY     - 1961     MONUMENTED       CGS
 FR0418  HISTORY     - 1962     GOOD             NGS
 FR0418
 FR0418                          STATION DESCRIPTION
 FR0418
 FR0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0418'39.35 MI NE FROM KINGMAN.
 FR0418'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0418'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0418'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0418'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 10.0 MILES
 FR0418'EAST ALONG THE DIRT ROAD TO A PIPE LINE CROSSING, THENCE 0.25 MILE
 FR0418'EAST ALONG THE PIPE LINE TO THE TOP OF A STEEP HILL, 47 FEET NORTHWEST
 FR0418'OF THE CENTER OF THE PIPE LINE ROAD, 26 FEET EAST OF A MULTIPLE
 FR0418'TRUNKED, TRIANGLE BLAZED TREE, 28.3 FEET NORTHEAST OF TRAVERSE STATION
 FR0418'SIX, 38.2 FEET NORTH NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP
 FR0418'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1132 ***********************************************************************
 DV1132  DESIGNATION -  SIX RM 2
 DV1132  PID         -  DV1132
 DV1132  STATE/COUNTY-  AZ/LA PAZ
 DV1132  USGS QUAD   -  HOPE SW (1990)
 DV1132
 DV1132                         *CURRENT SURVEY CONTROL
 DV1132  ___________________________________________________________________
 DV1132* NAD 83(1986)-  33 36 33.     (N)    113 37 40.     (W)     SCALED    
 DV1132* NAVD 88     -       454.30   (+/-2cm)    1490.5    (feet)  VERTCON   
 DV1132  ___________________________________________________________________
 DV1132  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1132
 DV1132.The horizontal coordinates were scaled from a topographic map and have
 DV1132.an estimated accuracy of +/- 6 seconds.
 DV1132
 DV1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1132.The vertical order pertains to the NGVD 29 superseded value.
 DV1132
 DV1132.The geoid height was determined by GEOID03.
 DV1132
 DV1132;                    North         East    Units  Estimated Accuracy
 DV1132;SPC AZ W     -   289,320.      224,700.      MT  (+/- 180 meters Scaled)
 DV1132
 DV1132                          SUPERSEDED SURVEY CONTROL
 DV1132
 DV1132  NGVD 29 (??/??/92)  453.619  (m)         1488.25   (f) ADJ UNCH    2 0
 DV1132
 DV1132.Superseded values are not recommended for survey control.
 DV1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1132.See file dsdata.txt to determine how the superseded data were derived.
 DV1132
 DV1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC561219(NAD 83)
 DV1132_MARKER: DR = REFERENCE MARK DISK
 DV1132_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DV1132_SP_SET: UNSPEC. ROCK
 DV1132_STAMPING: SIX NO 2 1962
 DV1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1132
 DV1132  HISTORY     - Date     Condition        Report By
 DV1132  HISTORY     - 1962     MONUMENTED       CGS
 DV1132  HISTORY     - 19870212 GOOD             USGS
 DV1132
 DV1132                          STATION DESCRIPTION
 DV1132
 DV1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1132'14.85 MI SW FROM SALOME.
 DV1132'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1132'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1132'THENCE 0.5 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE
 DV1132'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, THENCE
 DV1132'ABOUT 0.05 MILE SOUTH TO THE TOP OF A SMALL HILL, 28 FEET
 DV1132'NORTH-NORTHWEST OF A 3 FOOT HIGH CAIRN, 17.8 FEET SOUTHWEST OF
 DV1132'TRAVERSE STATION SIX, 22.4 FEET NORTHWEST OF A METAL WITNESS POST, AND
 DV1132'SET IN TOP OF A 2 BY 2 FOOT ROCK WHICH PROJECTS ABOUT 2 FEET.
 DV1132
 DV1132                          STATION RECOVERY (1987)
 DV1132
 DV1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0417 ***********************************************************************
 FR0417  DESIGNATION -  SIX RM 2
 FR0417  PID         -  FR0417
 FR0417  STATE/COUNTY-  AZ/MOHAVE
 FR0417  USGS QUAD   -  BULL SPRING (1980)
 FR0417
 FR0417                         *CURRENT SURVEY CONTROL
 FR0417  ___________________________________________________________________
 FR0417* NAD 83(1986)-  35 10 56.     (N)    113 28 52.     (W)     SCALED    
 FR0417* NAVD 88     -      1479.789  (meters)    4854.94   (feet)  POSTED    
 FR0417  ___________________________________________________________________
 FR0417  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FR0417  DYNAMIC HT  -        1477.900 (meters)    4848.74  (feet)  COMP
 FR0417  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 FR0417
 FR0417  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0417
 FR0417.The horizontal coordinates were scaled from a topographic map and have
 FR0417.an estimated accuracy of +/- 6 seconds.
 FR0417
 FR0417.The orthometric height was determined by differential leveling
 FR0417.and adjusted by the  in 1992.
 FR0417.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0417.rate of 0.0 thru 1.0 mm/km.
 FR0417
 FR0417.The geoid height was determined by GEOID03.
 FR0417
 FR0417.The dynamic height is computed by dividing the NAVD 88
 FR0417.geopotential number by the normal gravity value computed on the
 FR0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0417.degrees latitude (g = 980.6199 gals.).
 FR0417
 FR0417.The modeled gravity was interpolated from observed gravity values.
 FR0417
 FR0417;                    North         East    Units  Estimated Accuracy
 FR0417;SPC AZ W     -   463,840.      237,850.      MT  (+/- 180 meters Scaled)
 FR0417
 FR0417                          SUPERSEDED SURVEY CONTROL
 FR0417
 FR0417  NGVD 29 (??/??/92) 1478.939  (m)         4852.15   (f) ADJ UNCH    2 0
 FR0417
 FR0417.Superseded values are not recommended for survey control.
 FR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0417.See file dsdata.txt to determine how the superseded data were derived.
 FR0417
 FR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD740960(NAD 83)
 FR0417_MARKER: DR = REFERENCE MARK DISK
 FR0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0417_STAMPING: SIX NO 2 1961
 FR0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0417+STABILITY: SURFACE MOTION
 FR0417
 FR0417  HISTORY     - Date     Condition        Report By
 FR0417  HISTORY     - 1961     MONUMENTED       CGS
 FR0417  HISTORY     - 1962     GOOD             NGS
 FR0417
 FR0417                          STATION DESCRIPTION
 FR0417
 FR0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0417'39.35 MI NE FROM KINGMAN.
 FR0417'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0417'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0417'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0417'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 10.0 MILES
 FR0417'EAST ALONG THE DIRT ROAD TO A PIPE LINE CROSSING, THENCE 0.25 MILE
 FR0417'EAST ALONG THE PIPE LINE TO THE TOP OF A STEEP HILL, 59.5 FEET NORTH
 FR0417'NORTHWEST OF THE CENTER OF THE PIPE LINE ROAD, 18 FEET SOUTHWEST OF A
 FR0417'MULTIPLE TRUNKED, TRIANGLE BLAZED TREE, 21.2 FEET NORTH-SOUTHWEST OF
 FR0417'TRAVERSE STATION SIX, 15.9 FEET NORTHWEST OF A METAL WITNESS POST, AND
 FR0417'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6834 ***********************************************************************
 AC6834  SACS        -  This is a Secondary Airport Control Station.
 AC6834  DESIGNATION -  SJN A
 AC6834  PID         -  AC6834
 AC6834  STATE/COUNTY-  AZ/APACHE
 AC6834  USGS QUAD   -  ZION RESERVOIR (1984)
 AC6834
 AC6834                         *CURRENT SURVEY CONTROL
 AC6834  ___________________________________________________________________
 AC6834* NAD 83(2007)-  34 31 33.60590(N)    109 22 54.58315(W)     ADJUSTED  
 AC6834* NAVD 88     -      1746.85   (meters)    5731.1    (feet)  GPS OBS   
 AC6834  ___________________________________________________________________
 AC6834  EPOCH DATE  -        2007.00
 AC6834  X           -  -1,746,200.959 (meters)                     COMP
 AC6834  Y           -  -4,963,630.419 (meters)                     COMP
 AC6834  Z           -   3,595,645.564 (meters)                     COMP
 AC6834  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AC6834  ELLIP HEIGHT-        1723.560 (meters)          (02/10/07) ADJUSTED
 AC6834  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AC6834
 AC6834  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6834  Type    PID    Designation                      North   East  Ellip
 AC6834  -------------------------------------------------------------------
 AC6834  NETWORK AC6834 SJN A                             0.67   0.59   1.59
 AC6834  -------------------------------------------------------------------
 AC6834
 AC6834.This mark is at St Johns Industrial Air Park  (SJN)
 AC6834
 AC6834.The horizontal coordinates were established by GPS observations
 AC6834.and adjusted by the National Geodetic Survey in February 2007.
 AC6834
 AC6834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6834.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6834.The horizontal coordinates are valid at the epoch date displayed above.
 AC6834.The epoch date for horizontal control is a decimal equivalence
 AC6834.of Year/Month/Day.
 AC6834
 AC6834.The orthometric height was determined by GPS observations and a
 AC6834.high-resolution geoid model.
 AC6834
 AC6834.GPS derived orthometric heights for airport stations designated as
 AC6834.PACS or SACS are published to 2 decimal places.  This maintains
 AC6834.centimeter relative accuracy between the PACS and SACS.  It does
 AC6834.not indicate centimeter accuracy relative to other marks which are
 AC6834.part of the NAVD 88 network.
 AC6834
 AC6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6834
 AC6834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6834
 AC6834.The ellipsoidal height was determined by GPS observations
 AC6834.and is referenced to NAD 83.
 AC6834
 AC6834.The geoid height was determined by GEOID03.
 AC6834
 AC6834;                    North         East     Units Scale Factor Converg.
 AC6834;SPC AZ E     -   391,275.580   285,410.729   MT  0.99996397   +0 26 41.5
 AC6834;SPC AZ E     - 1,283,712.53    936,386.91   iFT  0.99996397   +0 26 41.5
 AC6834;UTM  12      - 3,821,669.341   648,514.362   MT  0.99987187   +0 55 02.3
 AC6834
 AC6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6834!SPC AZ E     -   0.99972952  x   0.99996397  =   0.99969350
 AC6834!UTM  12      -   0.99972952  x   0.99987187  =   0.99960142
 AC6834
 AC6834                          SUPERSEDED SURVEY CONTROL
 AC6834
 AC6834  ELLIP H (01/12/01) 1723.578  (m)                       GP(       ) 4 1
 AC6834  NAD 83(1992)-  34 31 33.60583(N)    109 22 54.58297(W) AD(       ) 1
 AC6834  ELLIP H (03/14/97) 1723.612  (m)                       GP(       ) 3 1
 AC6834
 AC6834.Superseded values are not recommended for survey control.
 AC6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6834.See file dsdata.txt to determine how the superseded data were derived.
 AC6834
 AC6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4851421669(NAD 83)
 AC6834_MARKER: DD = SURVEY DISK
 AC6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6834_STAMPING: SJN A 1988
 AC6834_MARK LOGO: NOS   
 AC6834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6834+STABILITY: SURFACE MOTION
 AC6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6834+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AC6834
 AC6834  HISTORY     - Date     Condition        Report By
 AC6834  HISTORY     - 1988     MONUMENTED       NOS
 AC6834  HISTORY     - 19951208 GOOD             CHANCE
 AC6834  HISTORY     - 19970515 GOOD             NGS
 AC6834
 AC6834                          STATION DESCRIPTION
 AC6834
 AC6834'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (DAH)
 AC6834'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT NEAR
 AC6834'RUNWAY END 13.  IT IS 276.6 FT (84.3 M) EAST OF THE CENTERLINE END OF
 AC6834'RWY 13, 248.8 FT (75.8 M) NORTH OF THE FIRST RUNWAY LIGHT SOUTHEAST OF
 AC6834'THE DISPLACED THRESHOLD, 248.8 FT (75.8 M) SOUTHEAST OF THE
 AC6834'NORTHEAST-MOST THRESHOLD LIGHT AT THE RUNWAY END, 195.8 FT (59.7 M)
 AC6834'NORTHEAST OF THE N AND W MARKING THE DISPLACED THRESHOLD, 121.0 FT
 AC6834'(36.9 M) SOUTHEAST OF A FENCE CORNER AND 4.4 FT (1.3 M) SOUTHWEST OF A
 AC6834'BARBED WIRE FENCE.  IT IS 136.1 FT (41.5 M) NORTHEAST OF THE
 AC6834'NORTHEAST-MOST THRESHOLD LIGHT AT THE DISPLACED THRESHOLD AND ON RANGE
 AC6834'WITH THESE LIGHTS.  IT IS AN NOS DISK STAMPED SJN A 1988 AND SET IN
 AC6834'THE TOP OF A CONCRETE POST TWO INCHES BELOW THE GROUND LEVEL.
 AC6834
 AC6834                          STATION RECOVERY (1995)
 AC6834
 AC6834'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 AC6834'THE STATION IS LOCATED APPROXIMATELY 1.4 KM (0.85 MI) NORTHWEST OF THE
 AC6834'CITY OF ST.  JOHNS AT THE ST.  JOHNS INDUSTRIAL AIRPARK.  OWNERSHIP --
 AC6834'CITY OF ST.  JOHNS, GARY LISTON - AIRPORT MANAGER, PHONE (602)
 AC6834'337-4254 TO REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY 191, US
 AC6834'HIGHWAY 180 AND STATE HIGHWAY 61 IN ST.  JOHNS, PROCEED WEST ON US
 AC6834'HIGHWAY 180 (STATE HIGHWAY 61) FOR 2.1 KM (1.30 MI) TO THE JUNCTION
 AC6834'WITH 13TH WEST STREET.  TURN RIGHT AND GO NORTH ON 13TH WEST STREET
 AC6834'FOR 1.3 KM (0.80 MI) TO THE JUNCTION WITH AIRPORT STREET.  TURN RIGHT
 AC6834'AND GO EAST ON AIRPORT STREET FOR 0.3 KM (0.20 MI) TO THE TERMINAL
 AC6834'BUILDING AND ACCESS GATE.  PASS THROUGH GATE AND CONTINUE
 AC6834'NORTHEASTERLY FOR 0.15 KM (0.10 MI) ACROSS APRON AND ALONG TAXIWAY TO
 AC6834'THE JUNCTION WITH THE PARALLEL TAXIWAY ALONG RUNWAY 14-32.  TURN LEFT
 AC6834'AND GO NORTH-NORTHWEST ON PARALLEL TAXIWAY FOR 0.7 KM (0.45 MI) TO THE
 AC6834'END OF THE TAXIWAY AT THE APPROACH END OF RUNWAY 14.  TURN RIGHT AND
 AC6834'PROCEED NORTHEAST CROSSING THE APPROACH END OF RUNWAY 14 TO THE
 AC6834'STATION ON THE RIGHT 45 M (147.6 FT) NORTHEAST OF THE DISPLACED
 AC6834'THRESHOLD THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF
 AC6834'CONCRETE POST RECESSED 5 CM BELOW GROUND LEVEL.  THE STATION IS
 AC6834'LOCATED 84.31 M (276.61 FT) EAST OF THE CENTERLINE END OF RUNWAY 14,
 AC6834'75.83 M (248.79 FT) NORTH OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE
 AC6834'DISPLACED THRESHOLD, 75.83 M (248.79 FT) SOUTHEAST OF THE
 AC6834'NORTHEASTERNMOST THRESHOLD LIGHT AT THE RUNWAY END, 59.68 M (195.80
 AC6834'FT) NORTHEAST OF THE NAIL AND WASHER MARKING THE DISPLACED THRESHOLD,
 AC6834'44.5 M (146.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14-32,
 AC6834'41.48 M (136.09 FT) NORTHEAST OF THE NORTHEASTERNMOST THRESHOLD LIGHT
 AC6834'AT THE DISPLACED THRESHOLD AND ON RANGE WITH THESE LIGHTS, AND 0.6 M
 AC6834'(2.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST THE STATION IS
 AC6834'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA
 AC6834'SURVEYS 1996
 AC6834
 AC6834                          STATION RECOVERY (1997)
 AC6834
 AC6834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 AC6834'RECOVERED IN GOOD CONDITION AS DESCRIBED NOTES.  AIRPORT MANAGER IS
 AC6834'GARY LISTON, PO BOX 455, ST JOHNS AZ 85936, PHONE 520-337-4254.  THE
 AC6834'STATION IS LOCATED 16.5 M (54.1 FT) SOUTHWEST FROM A NEW SIX FT CHAIN
 AC6834'LINK PERIMETER FENCE, AND 32.2 M (105.6 FT) SOUTH SOUTHEAST FROM A
 AC6834'FENCE CORNER.  THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT
 AC6834'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6992 ***********************************************************************
 AC6992  DESIGNATION -  SJN C
 AC6992  PID         -  AC6992
 AC6992  STATE/COUNTY-  AZ/APACHE
 AC6992  USGS QUAD   -  ST JOHNS NORTH (1984)
 AC6992
 AC6992                         *CURRENT SURVEY CONTROL
 AC6992  ___________________________________________________________________
 AC6992* NAD 83(2007)-  34 30 47.86254(N)    109 22 27.45769(W)     ADJUSTED  
 AC6992* NAVD 88     -      1748.1    (meters)    5735.     (feet)  GPS OBS   
 AC6992  ___________________________________________________________________
 AC6992  EPOCH DATE  -        2007.00
 AC6992  X           -  -1,745,813.606 (meters)                     COMP
 AC6992  Y           -  -4,964,614.793 (meters)                     COMP
 AC6992  Z           -   3,594,484.623 (meters)                     COMP
 AC6992  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AC6992  ELLIP HEIGHT-        1724.884 (meters)          (02/10/07) ADJUSTED
 AC6992  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AC6992
 AC6992  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6992  Type    PID    Designation                      North   East  Ellip
 AC6992  -------------------------------------------------------------------
 AC6992  NETWORK AC6992 SJN C                             0.67   0.57   1.57
 AC6992  -------------------------------------------------------------------
 AC6992
 AC6992.This mark is at St Johns Industrial Air Park  (SJN)
 AC6992
 AC6992.The horizontal coordinates were established by GPS observations
 AC6992.and adjusted by the National Geodetic Survey in February 2007.
 AC6992
 AC6992.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6992.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6992.The horizontal coordinates are valid at the epoch date displayed above.
 AC6992.The epoch date for horizontal control is a decimal equivalence
 AC6992.of Year/Month/Day.
 AC6992
 AC6992.The orthometric height was determined by GPS observations and a
 AC6992.high-resolution geoid model.
 AC6992
 AC6992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6992
 AC6992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6992
 AC6992.The ellipsoidal height was determined by GPS observations
 AC6992.and is referenced to NAD 83.
 AC6992
 AC6992.The geoid height was determined by GEOID03.
 AC6992
 AC6992;                    North         East     Units Scale Factor Converg.
 AC6992;SPC AZ E     -   389,871.515   286,113.516   MT  0.99996522   +0 26 56.3
 AC6992;SPC AZ E     - 1,279,106.02    938,692.64   iFT  0.99996522   +0 26 56.3
 AC6992;UTM  12      - 3,820,271.246   649,228.636   MT  0.99987449   +0 55 16.6
 AC6992
 AC6992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6992!SPC AZ E     -   0.99972931  x   0.99996522  =   0.99969454
 AC6992!UTM  12      -   0.99972931  x   0.99987449  =   0.99960383
 AC6992
 AC6992                          SUPERSEDED SURVEY CONTROL
 AC6992
 AC6992  ELLIP H (08/22/01) 1724.901  (m)                       GP(       ) 4 1
 AC6992  NAD 83(1992)-  34 30 47.86250(N)    109 22 27.45731(W) AD(       ) 1
 AC6992  ELLIP H (09/26/97) 1724.935  (m)                       GP(       ) 4 1
 AC6992
 AC6992.Superseded values are not recommended for survey control.
 AC6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6992.See file dsdata.txt to determine how the superseded data were derived.
 AC6992
 AC6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4922920271(NAD 83)
 AC6992_MARKER: DD = SURVEY DISK
 AC6992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6992_STAMPING: SJN C 1988
 AC6992_MARK LOGO: NOS   
 AC6992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6992+STABILITY: SURFACE MOTION
 AC6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6992+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AC6992
 AC6992  HISTORY     - Date     Condition        Report By
 AC6992  HISTORY     - 1988     MONUMENTED       NOS
 AC6992  HISTORY     - 19951208 MARK NOT FOUND   CHANCE
 AC6992  HISTORY     - 19970515 GOOD             NGS
 AC6992
 AC6992                          STATION DESCRIPTION
 AC6992
 AC6992'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (DAH)
 AC6992'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE AIRPORT NEAR
 AC6992'RUNWAY END 31 AND THE AIRPORT BEACON.  IT IS 299.4 FT (91.3 M)
 AC6992'SOUTHWEST OF THE CENTERLINE END OF RWY 31 AND APPROXIMATELY ON RANGE
 AC6992'WITH THE END, 197.5 FT (60.2 M) SOUTHWEST OF THE CHISELED SQUARE IN
 AC6992'THE BASE OF A LIGHTED SIGN 31 (V-1-88) 156.2 FT (47.6 M) NORTHWEST OF
 AC6992'THE NORTHWEST CORNER OF AN UNPAINTED METAL HANGAR, 117.7 FT (35.9 M)
 AC6992'NORTHEAST OF THE NORTHEAST LEG OF THE AIRPORT BEACON, 105.1 FT (32.0
 AC6992'M) NORTHWEST OF THE NORTHWEST CORNER OF A GAS PUMP SHED, 21.7 FT (6.6
 AC6992'M) SOUTHEAST OF A CORNER IN A FOUR FT CHAINLINK FENCE AND ON RANGE
 AC6992'WITH THE NW-SE FENCE LINE.  IT IS AN NOS DISK STAMPED SJN C 1988 AND
 AC6992'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND LEVEL IN A
 AC6992'HOLE CUT IN ABANDONED ASPHALT PAVEMENT.
 AC6992
 AC6992                          STATION RECOVERY (1995)
 AC6992
 AC6992'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 AC6992'RECOVERY NOTE BY CHANCE 1995  MARK NOT FOUND - SEARCHED 1.5
 AC6992'PERSON-HOUR.  PRESUMED DESTROYED - FOUND REMAINS OF CONCRETE.
 AC6992
 AC6992                          STATION RECOVERY (1997)
 AC6992
 AC6992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 AC6992'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 AC6992'STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) NORTHWEST OF ST JOHNS AT THE
 AC6992'ST JOHNS INDUSTRIAL AIRPARK, SOUTHWEST OF APPROACH 32 AND NORTH OF THE
 AC6992'BEACON.  OWNERSHIP -- CITY OF ST JOHNS.  AIRPORT MANAGER IS GARY
 AC6992'LISTON, PO BOX 455, ST JOHNS AZ 85936, PHONE 520-337-4254. TO REACH
 AC6992'THE STATION FROM THE JUNCTION OF COMBINED US HIGHWAYS 180 AND 191 WITH
 AC6992'STATE HIGHWAY 61, GO WEST ON COMBINED US HIGHWAY 180 AND STATE ROUTE
 AC6992'61 (COMMERCIAL ST THEN CLEVELAND STREET) FOR 2.1 KM (1.30 MI) TO 13TH
 AC6992'WEST STREET.  TURN RIGHT AND GO NORTH FOR 1.3 KM (0.80 MI) TO AIRPORT
 AC6992'STREET ON RIGHT.  TURN RIGHT AND GO EAST THEN NORTHEAST FOR 0.3 KM
 AC6992'(0.20 MI) TO A GATE AND TERMINAL BUILDING ON RIGHT.  PASS THROUGH GATE
 AC6992'AND CONTINUE NORTHEAST FOR 0.15 KM (0.10 MI) ACROSS AN APRON AND ALONG
 AC6992'A TAXIWAY TO THE PARALLEL TAXIWAY ALONG RUNWAY 14-32.  TURN RIGHT AND
 AC6992'GO SOUTHEAST FOR 0.80 KM (0.50 MI) TO THE STATION ON RIGHT. THE MARK
 AC6992'IS A STANDARD NOS SURVEY DISK IN AN 8 IN ROUND CONCRETE MONUMENT IN AN
 AC6992'ASPHALT PAVEMENT AREA.  THE STATION IS LOCATED ON RANGE WITH THE END
 AC6992'OF PAVEMENT AT APPROACH 32, 299.5 FT (91.3 M) SOUTHWEST OF THE
 AC6992'CENTERLINE END OF RUNWAY, 54.85 M (179.95 FT) SOUTH FROM STATION SJN
 AC6992'E, 49.8 M (163.4 FT) NORTHEAST FROM THE NORTHERLY GATEPOST AT THE EAST
 AC6992'ENTRANCE TO THE APACHE COUNTY FAIRGROUNDS, 47.6 M (156.2 FT) NORTH
 AC6992'FROM THE NORTHWEST CORNER OF A METAL HANGER, 35.9 M (117.8 FT) NORTH
 AC6992'NORTHEAST FROM THE NORTH LEG OF THE AIRPORT BEACON, 30.3 M (99.4 FT)
 AC6992'SOUTHWEST FROM THE WESTERLY END OF A 12 IN METAL CULVERT, AND 0.9 M
 AC6992'(3.0 FT) NORTH FROM AN ORANGE FIBERGLASS NGS WITNESS POST.  THE MARK
 AC6992'IS ABOUT FLUSH WITH THE ASPHALT PAVEMENT. DESCRIBED 15 MAY 1997 WC
 AC6992'WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6833 ***********************************************************************
 AC6833  PACS        -  This is a Primary Airport Control Station.
 AC6833  DESIGNATION -  SJN D
 AC6833  PID         -  AC6833
 AC6833  STATE/COUNTY-  AZ/APACHE
 AC6833  USGS QUAD   -  ZION RESERVOIR (1984)
 AC6833
 AC6833                         *CURRENT SURVEY CONTROL
 AC6833  ___________________________________________________________________
 AC6833* NAD 83(2007)-  34 31 13.40160(N)    109 22 39.07349(W)     ADJUSTED  
 AC6833* NAVD 88     -      1746.96   (meters)    5731.5    (feet)  GPS OBS   
 AC6833  ___________________________________________________________________
 AC6833  EPOCH DATE  -        2007.00
 AC6833  X           -  -1,745,944.859 (meters)                     COMP
 AC6833  Y           -  -4,964,094.747 (meters)                     COMP
 AC6833  Z           -   3,595,132.549 (meters)                     COMP
 AC6833  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AC6833  ELLIP HEIGHT-        1723.682 (meters)          (02/10/07) ADJUSTED
 AC6833  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AC6833
 AC6833  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6833  Type    PID    Designation                      North   East  Ellip
 AC6833  -------------------------------------------------------------------
 AC6833  NETWORK AC6833 SJN D                             0.65   0.57   1.55
 AC6833  -------------------------------------------------------------------
 AC6833
 AC6833.This mark is at St Johns Industrial Air Park  (SJN)
 AC6833
 AC6833.The horizontal coordinates were established by GPS observations
 AC6833.and adjusted by the National Geodetic Survey in February 2007.
 AC6833
 AC6833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6833.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6833.The horizontal coordinates are valid at the epoch date displayed above.
 AC6833.The epoch date for horizontal control is a decimal equivalence
 AC6833.of Year/Month/Day.
 AC6833
 AC6833.The orthometric height was determined by GPS observations and a
 AC6833.high-resolution geoid model.
 AC6833
 AC6833.GPS derived orthometric heights for airport stations designated as
 AC6833.PACS or SACS are published to 2 decimal places.  This maintains
 AC6833.centimeter relative accuracy between the PACS and SACS.  It does
 AC6833.not indicate centimeter accuracy relative to other marks which are
 AC6833.part of the NAVD 88 network.
 AC6833
 AC6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6833
 AC6833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6833
 AC6833.The ellipsoidal height was determined by GPS observations
 AC6833.and is referenced to NAD 83.
 AC6833
 AC6833.The geoid height was determined by GEOID03.
 AC6833
 AC6833;                    North         East     Units Scale Factor Converg.
 AC6833;SPC AZ E     -   390,656.116   285,811.108   MT  0.99996468   +0 26 50.0
 AC6833;SPC AZ E     - 1,281,680.17    937,700.49   iFT  0.99996468   +0 26 50.0
 AC6833;UTM  12      - 3,821,053.256   648,919.798   MT  0.99987336   +0 55 10.7
 AC6833
 AC6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6833!SPC AZ E     -   0.99972950  x   0.99996468  =   0.99969419
 AC6833!UTM  12      -   0.99972950  x   0.99987336  =   0.99960289
 AC6833
 AC6833                          SUPERSEDED SURVEY CONTROL
 AC6833
 AC6833  ELLIP H (01/12/01) 1723.699  (m)                       GP(       ) 4 1
 AC6833  NAD 83(1992)-  34 31 13.40157(N)    109 22 39.07311(W) AD(       ) B
 AC6833  ELLIP H (03/14/97) 1723.733  (m)                       GP(       ) 3 1
 AC6833
 AC6833.Superseded values are not recommended for survey control.
 AC6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6833.See file dsdata.txt to determine how the superseded data were derived.
 AC6833
 AC6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4892021053(NAD 83)
 AC6833_MARKER: I = METAL ROD
 AC6833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6833_STAMPING: SJN D 1996
 AC6833_MARK LOGO: NGS   
 AC6833_PROJECTION: RECESSED 22 CENTIMETERS
 AC6833_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6833+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 AC6833_ROD/PIPE-DEPTH: 12.1 meters
 AC6833
 AC6833  HISTORY     - Date     Condition        Report By
 AC6833  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6833  HISTORY     - 19970515 GOOD             NGS
 AC6833  HISTORY     - 20060323 GOOD             WOOLPT
 AC6833
 AC6833                          STATION DESCRIPTION
 AC6833
 AC6833'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6833'THE STATION IS LOCATED APPROXIMATELY 1.4 KM (0.85 MI) NORTHWEST OF THE
 AC6833'CITY OF ST.  JOHNS AT THE ST.  JOHNS INDUSTRIAL AIRPARK.  OWNERSHIP --
 AC6833'CITY OF ST.  JOHNS, GARY LISTON - AIRPORT MANAGER, PHONE (602)
 AC6833'337-4254 TO REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY 191, US
 AC6833'HIGHWAY 180 AND STATE HIGHWAY 61 IN ST.  JOHNS, PROCEED WEST ON US
 AC6833'HIGHWAY 180 (STATE HIGHWAY 61) FOR 2.1 KM (1.30 MI) TO THE JUNCTION
 AC6833'WITH 13TH WEST STREET.  TURN RIGHT AND GO NORTH ON 13TH WEST STREET
 AC6833'FOR 1.3 KM (0.80 MI) TO THE JUNCTION WITH AIRPORT STREET.  TURN RIGHT
 AC6833'AND GO EAST ON AIRPORT STREET FOR 0.3 KM (0.20 MI) TO THE TERMINAL
 AC6833'BUILDING AND ACCESS GATE.  PASS THROUGH GATE AND CONTINUE
 AC6833'NORTHEASTERLY FOR 0.20 KM (0.10 MI) ACROSS APRON AND ALONG TAXIWAY
 AC6833'CROSSING THE PARALLEL TAXIWAY TO THE JUNCTION WITH RUNWAY 14-32.
 AC6833'CONTINUE NORTHEASTERLY CROSSING RUNWAY 14-32 TO THE STATION SET ON A
 AC6833'SLIGHTLY ELEVATED AREA THE STATION IS THE TOP CENTER OF A STAINLESS
 AC6833'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.10 M (39.70 FT) RECESSED
 AC6833'8 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC
 AC6833'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC6833'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC6833'THE GROUND. THE STATION IS LOCATED 13.70 M (44.95 FT) NORTHWEST OF THE
 AC6833'END OF A METAL CULVERT RUNNING UNDER THE PARALLEL TAXIWAY ALONG RUNWAY
 AC6833'3-21, 26.80 M (87.93 FT) NORTHWEST OF THE CENTERLINE OF THE PARALLEL
 AC6833'TAXIWAY ALONG RUNWAY 2-31, 58.50 M (191.93 FT) NORTHEAST OF THE
 AC6833'NORTHEAST EDGE OF RUNWAY 14-32, 58.70 M (192.58 FT) NORTHEAST OF THE
 AC6833'NORTHEAST CORNER OF A CONCRETE MANHOLE VAULT, 59.0 M (193.6 FT)
 AC6833'EAST-NORTHEAST OF A RUNWAY LIGHT, 26.50 M (86.94 FT) NORTH OF A CABLE
 AC6833'DUCT, AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE WITNESS POST THE
 AC6833'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) -
 AC6833'ARIZONA ANA SURVEYS 1996
 AC6833
 AC6833                          STATION RECOVERY (1997)
 AC6833
 AC6833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 AC6833'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH CORRECTIONS.  AIRPORT
 AC6833'MANAGER IS GARY LISTON, PO BOX 455, ST JOHNS AZ 85936, PHONE
 AC6833'520-337-4254.  THE STATION IS LOCATED 0.6 M (2.0 FT) SOUTHEAST OF AN
 AC6833'ORANGE FIBERGLASS WITNESS POST.  THIS STATION HAS BEEN SELECTED AS
 AC6833'THIS AIRPORTS PRIMARY AIRPORT CONTROL STATION (PACS) .
 AC6833
 AC6833                          STATION RECOVERY (2006)
 AC6833
 AC6833'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 AC6833'RECOVERY NOTE BY WOOLPERT, INC.  2006 (BAJ) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6835 ***********************************************************************
 AC6835  SACS        -  This is a Secondary Airport Control Station.
 AC6835  DESIGNATION -  SJN E
 AC6835  PID         -  AC6835
 AC6835  STATE/COUNTY-  AZ/APACHE
 AC6835  USGS QUAD   -  ST JOHNS NORTH (1984)
 AC6835
 AC6835                         *CURRENT SURVEY CONTROL
 AC6835  ___________________________________________________________________
 AC6835* NAD 83(2007)-  34 30 49.62631(N)    109 22 27.74186(W)     ADJUSTED  
 AC6835* NAVD 88     -      1747.53   (meters)    5733.4    (feet)  GPS OBS   
 AC6835  ___________________________________________________________________
 AC6835  EPOCH DATE  -        2007.00
 AC6835  X           -  -1,745,810.058 (meters)                     COMP
 AC6835  Y           -  -4,964,582.848 (meters)                     COMP
 AC6835  Z           -   3,594,529.068 (meters)                     COMP
 AC6835  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AC6835  ELLIP HEIGHT-        1724.265 (meters)          (02/10/07) ADJUSTED
 AC6835  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AC6835
 AC6835  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6835  Type    PID    Designation                      North   East  Ellip
 AC6835  -------------------------------------------------------------------
 AC6835  NETWORK AC6835 SJN E                             0.71   0.59   1.59
 AC6835  -------------------------------------------------------------------
 AC6835
 AC6835.This mark is at St Johns Industrial Air Park  (SJN)
 AC6835
 AC6835.The horizontal coordinates were established by GPS observations
 AC6835.and adjusted by the National Geodetic Survey in February 2007.
 AC6835
 AC6835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6835.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6835.The horizontal coordinates are valid at the epoch date displayed above.
 AC6835.The epoch date for horizontal control is a decimal equivalence
 AC6835.of Year/Month/Day.
 AC6835
 AC6835.The orthometric height was determined by GPS observations and a
 AC6835.high-resolution geoid model.
 AC6835
 AC6835.GPS derived orthometric heights for airport stations designated as
 AC6835.PACS or SACS are published to 2 decimal places.  This maintains
 AC6835.centimeter relative accuracy between the PACS and SACS.  It does
 AC6835.not indicate centimeter accuracy relative to other marks which are
 AC6835.part of the NAVD 88 network.
 AC6835
 AC6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6835
 AC6835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6835
 AC6835.The ellipsoidal height was determined by GPS observations
 AC6835.and is referenced to NAD 83.
 AC6835
 AC6835.The geoid height was determined by GEOID03.
 AC6835
 AC6835;                    North         East     Units Scale Factor Converg.
 AC6835;SPC AZ E     -   389,925.804   286,105.842   MT  0.99996521   +0 26 56.2
 AC6835;SPC AZ E     - 1,279,284.13    938,667.46   iFT  0.99996521   +0 26 56.2
 AC6835;UTM  12      - 3,820,325.465   649,220.515   MT  0.99987446   +0 55 16.5
 AC6835
 AC6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6835!SPC AZ E     -   0.99972941  x   0.99996521  =   0.99969463
 AC6835!UTM  12      -   0.99972941  x   0.99987446  =   0.99960390
 AC6835
 AC6835                          SUPERSEDED SURVEY CONTROL
 AC6835
 AC6835  ELLIP H (01/12/01) 1724.281  (m)                       GP(       ) 4 1
 AC6835  NAD 83(1992)-  34 30 49.62630(N)    109 22 27.74165(W) AD(       ) 1
 AC6835  ELLIP H (03/14/97) 1724.315  (m)                       GP(       ) 3 1
 AC6835
 AC6835.Superseded values are not recommended for survey control.
 AC6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6835.See file dsdata.txt to determine how the superseded data were derived.
 AC6835
 AC6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD4922120325(NAD 83)
 AC6835_MARKER: DD = SURVEY DISK
 AC6835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6835_STAMPING: SJN E 1996
 AC6835_MARK LOGO: NGS   
 AC6835_PROJECTION: FLUSH
 AC6835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6835+STABILITY: SURFACE MOTION
 AC6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6835+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AC6835_ROD/PIPE-DEPTH: 1.0  meters
 AC6835
 AC6835  HISTORY     - Date     Condition        Report By
 AC6835  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6835  HISTORY     - 19970515 GOOD             NGS
 AC6835
 AC6835                          STATION DESCRIPTION
 AC6835
 AC6835'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6835'THE STATION IS LOCATED APPROXIMATELY 1.4 KM (0.85 MI) NORTHWEST OF THE
 AC6835'CITY OF ST.  JOHNS AT THE ST.  JOHNS INDUSTRIAL AIRPARK.  OWNERSHIP --
 AC6835'CITY OF ST.  JOHNS, GARY LISTON - AIRPORT MANAGER, PHONE (602)
 AC6835'337-4254 TO REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY 191, US
 AC6835'HIGHWAY 180 AND STATE HIGHWAY 61 IN ST.  JOHNS, PROCEED WEST ON US
 AC6835'HIGHWAY 180 (STATE HIGHWAY 61) FOR 2.1 KM (1.30 MI) TO THE JUNCTION
 AC6835'WITH 13TH WEST STREET.  TURN RIGHT AND GO NORTH ON 13TH WEST STREET
 AC6835'FOR 1.3 KM (0.80 MI) TO THE JUNCTION WITH AIRPORT STREET.  TURN RIGHT
 AC6835'AND GO EAST ON AIRPORT STREET FOR 0.3 KM (0.20 MI) TO THE TERMINAL
 AC6835'BUILDING AND ACCESS GATE.  PASS THROUGH GATE AND CONTINUE
 AC6835'NORTHEASTERLY FOR 0.15 KM (0.10 MI) ACROSS APRON AND ALONG TAXIWAY TO
 AC6835'THE JUNCTION WITH THE PARALLEL TAXIWAY ALONG RUNWAY 14-32.  TURN RIGHT
 AC6835'AND GO SOUTH-SOUTHEAST ON PARALLEL TAXIWAY FOR 0.7 KM (0.45 MI) TO THE
 AC6835'STATION ON THE RIGHT THE STATION IS THE CENTER OF A 5 CM SURVEY DISK
 AC6835'SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 10 CM
 AC6835'BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO
 AC6835'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 AC6835'WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 AC6835'OF THE PIPE.  THE STATION IS LOCATED 23.10 M (75.79 FT) SOUTHWEST OF
 AC6835'THE CENTERLINE OF THE PARALLEL TAXIWAY, 15.45 M (50.69 FT) SOUTHWEST
 AC6835'OF A TAXIWAY REFLECTOR, 37.2 M (122.0 FT) WEST OF OF A RUNWAY HOLDING
 AC6835'POSITION SIGN (32) , 48.80 M (160.10 FT) NORTHWEST FROM THE
 AC6835'SOUTHWESTERLY EXTENSION OF THE APPROACH END OF RUNWAY 32,
 AC6835'APPROXIMATELY 85 M (278.9 FT) NORTH OF THE CENTER OF THE AIRPORT
 AC6835'BEACON, AND 0.9 M (3.0 FT) NORTHEAST OF A CARSONITE WITNESS POST THE
 AC6835'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC6835'ARIZONA ANA SURVEYS 1996
 AC6835
 AC6835                          STATION RECOVERY (1997)
 AC6835
 AC6835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 AC6835'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTES.  AIRPORT MANAGER
 AC6835'IS GARY LISTON, PO BOX 455, ST JOHNS AZ 85936, PHONE 520-337-4254. THE
 AC6835'STATION IS ON RANGE WITH THE FIRST PAIR OF TAXIWAY REFLECTORS NORTH OF
 AC6835'APPROACH 32.  THE STATION IS LOCATED 54.85 M (179.95 FT) NORTH FROM
 AC6835'STATION SJN C.  THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT
 AC6835'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0636 ***********************************************************************
 GP0636  DESIGNATION -  SKELETON
 GP0636  PID         -  GP0636
 GP0636  STATE/COUNTY-  AZ/NAVAJO
 GP0636  USGS QUAD   -  KEET SEEL RUIN (1988)
 GP0636
 GP0636                         *CURRENT SURVEY CONTROL
 GP0636  ___________________________________________________________________
 GP0636* NAD 83(1992)-  36 52 27.63337(N)    110 27 51.55323(W)     ADJUSTED  
 GP0636* NAVD 88     -      2465.9    (meters)    8090.     (feet)  VERTCON   
 GP0636  ___________________________________________________________________
 GP0636  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GP0636  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GP0636  HORZ ORDER  -  SECOND
 GP0636
 GP0636.The horizontal coordinates were established by classical geodetic methods
 GP0636.and adjusted by the National Geodetic Survey in November 1997.
 GP0636
 GP0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0636
 GP0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0636
 GP0636.The geoid height was determined by GEOID03.
 GP0636
 GP0636;                    North         East     Units Scale Factor Converg.
 GP0636;SPC AZ E     -   651,567.839   186,824.434   MT  0.99990867   -0 10 43.0
 GP0636;SPC AZ E     - 2,137,689.76    612,941.06   iFT  0.99990867   -0 10 43.0
 GP0636;UTM  12      - 4,081,066.856   547,741.183   MT  0.99962808   +0 19 17.2
 GP0636
 GP0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0636!SPC AZ E     -   0.99961642  x   0.99990867  =   0.99952512
 GP0636!UTM  12      -   0.99961642  x   0.99962808  =   0.99924464
 GP0636
 GP0636|---------------------------------------------------------------------|
 GP0636| PID    Reference Object                     Distance      Geod. Az  |
 GP0636|                                                           dddmmss.s |
 GP0636| CD4891 SKELETON RM 2                         9.294 METERS 10949     |
 GP0636| GP0648 TALL MTN MICROWAVE TOWER            APPROX.19.6 KM 2402035.3 |
 GP0636| CD4890 SKELETON RM 1                         6.795 METERS 34707     |
 GP0636|---------------------------------------------------------------------|
 GP0636
 GP0636                          SUPERSEDED SURVEY CONTROL
 GP0636
 GP0636  NAD 83(1992)-  36 52 27.63287(N)    110 27 51.55432(W) AD(       ) 2
 GP0636  NAD 83(1986)-  36 52 27.63267(N)    110 27 51.55275(W) AD(       ) 2
 GP0636  NAD 27      -  36 52 27.64793(N)    110 27 49.07153(W) AD(       ) 2
 GP0636  NGVD 29 (07/19/86) 2464.9    (m)         8087.     (f) VERT ANG    3  
 GP0636
 GP0636.Superseded values are not recommended for survey control.
 GP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0636.See file dsdata.txt to determine how the superseded data were derived.
 GP0636
 GP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4774181067(NAD 83)
 GP0636_MARKER: DD = SURVEY DISK
 GP0636_SETTING: 66 = SET IN ROCK OUTCROP
 GP0636
 GP0636  HISTORY     - Date     Condition        Report By
 GP0636  HISTORY     - 1970     MONUMENTED       USGS
 GP0636
 GP0636                          STATION DESCRIPTION
 GP0636
 GP0636'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0636'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 GP0636'
 GP0636'LOCATED ABOUT 25 MI SE. OF NAVAJO MTN..  15 MI NW. OF KAYENTA.  9 MI.
 GP0636'S. OF THE UTAH STATE LINE.  ON HIGHEST POINT OF SKELETON MESA.
 GP0636'
 GP0636'REACHED BY HELICOPTER.  MAY BE REACHED BY TRUCK FROM THE TALL MTN.
 GP0636'AREA JUST W. OF NAVAJO NATIONAL MONUMENT, AND PACKING N. ALONG
 GP0636'SKELETON MESA.
 GP0636'
 GP0636'STATION MARK--A STANDARD TABLET STAMPED SKELETON 1952 CEMENTED IN
 GP0636'DRILL HOLE IN SOLID SANDSTONE OUTCROP.
 GP0636'
 GP0636'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1952 CEMENTED IN
 GP0636'DRILL HOLE IN SOLID SANDSTONE OUTCROP.
 GP0636'
 GP0636'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED NO 2 1952 CEMENTED IN
 GP0636'DRILL HOLE IN SOLID SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1776 ***********************************************************************
 CZ1776  DESIGNATION -  SKIM
 CZ1776  PID         -  CZ1776
 CZ1776  STATE/COUNTY-  AZ/COCHISE
 CZ1776  USGS QUAD   -  HOOKERS HOT SPRINGS (1985)
 CZ1776
 CZ1776                         *CURRENT SURVEY CONTROL
 CZ1776  ___________________________________________________________________
 CZ1776* NAD 83(1992)-  32 19 49.06777(N)    110 07 51.47207(W)     ADJUSTED  
 CZ1776* NAVD 88     -      1650.5    (meters)    5415.     (feet)  VERTCON   
 CZ1776  ___________________________________________________________________
 CZ1776  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CZ1776  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CZ1776  HORZ ORDER  -  FIRST
 CZ1776
 CZ1776.The horizontal coordinates were established by classical geodetic methods
 CZ1776.and adjusted by the National Geodetic Survey in August 1993.
 CZ1776
 CZ1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1776
 CZ1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1776
 CZ1776.The geoid height was determined by GEOID03.
 CZ1776
 CZ1776;                    North         East     Units Scale Factor Converg.
 CZ1776;SPC AZ E     -   147,490.413   216,721.127   MT  0.99990014   +0 01 08.7
 CZ1776;SPC AZ E     -   483,892.43    711,027.32   iFT  0.99990014   +0 01 08.7
 CZ1776;UTM  12      - 3,577,379.277   581,790.778   MT  0.99968249   +0 27 53.2
 CZ1776
 CZ1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1776!SPC AZ E     -   0.99974519  x   0.99990014  =   0.99964535
 CZ1776!UTM  12      -   0.99974519  x   0.99968249  =   0.99942776
 CZ1776
 CZ1776|---------------------------------------------------------------------|
 CZ1776| PID    Reference Object                     Distance      Geod. Az  |
 CZ1776|                                                           dddmmss.s |
 CZ1776| CC8260 SKIM RM 1                             7.464 METERS 04844     |
 CZ1776| CC8259 SKIM AZ MK                                         1254926.5 |
 CZ1776| CC8261 SKIM RM 2                             4.277 METERS 31843     |
 CZ1776|---------------------------------------------------------------------|
 CZ1776
 CZ1776                          SUPERSEDED SURVEY CONTROL
 CZ1776
 CZ1776  NAD 83(1986)-  32 19 49.06099(N)    110 07 51.46728(W) AD(       ) 1
 CZ1776  NAD 27      -  32 19 48.81100(N)    110 07 49.20900(W) AD(       ) 1
 CZ1776  NGVD 29 (07/19/86) 1649.6    (m)         5412.     (f) VERT ANG    3  
 CZ1776
 CZ1776.Superseded values are not recommended for survey control.
 CZ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1776.See file dsdata.txt to determine how the superseded data were derived.
 CZ1776
 CZ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8179177379(NAD 83)
 CZ1776_MARKER: DS = TRIANGULATION STATION DISK
 CZ1776_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1776_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CZ1776
 CZ1776  HISTORY     - Date     Condition        Report By
 CZ1776  HISTORY     - 1946     MONUMENTED       CGS
 CZ1776
 CZ1776                          STATION DESCRIPTION
 CZ1776
 CZ1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1776'THE STATION IS LOCATED ON A PROMINENT CONE-SHAPED HILL NEAR
 CZ1776'THE W EDGE OF THE FOREST BOUNDARY OF THE WINCHESTER MOUNTAINS,
 CZ1776'APPROXIMATELY 27 MILES, AIRLINE, NE OF BENSON, 19 MILES WNW
 CZ1776'OF WILLCOX, AND 6 MILES E OF HOOKERS HOT SPRINGS.
 CZ1776'
 CZ1776'TO REACH FROM THE VALLEY NATIONAL BANK AT THE INTERSECTION
 CZ1776'OF STATE HIGHWAY 86 AND THE MAIN STREET IN WILLCOX, GO 0.1
 CZ1776'MILE SW ON HIGHWAY 86 TO TEXACO SERVICE STATION.  HERE TURN
 CZ1776'RIGHT AND GO 0.3 MILE.  HERE JOG LEFT THEN CONTINUE FOR 0.25
 CZ1776'MILE TO CROSS ROAD.  HERE JOG RIGHT AND CONTINUE W FOR 14.9
 CZ1776'MILES ON THE MAIN TRAVELED ROAD TO FORKS.  TAKE RIGHT FORK
 CZ1776'AND GO 2.0 MILES TO A CATTLE GUARD.  CROSS AND CONTINUE FOR
 CZ1776'3.1 MILES TO TRACK ROAD RIGHT AT U.S.G.S. B.M. GWM 27 1942.
 CZ1776'HERE TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.2 MILE TO CATTLE
 CZ1776'GUARD.  CROSS AND CONTINUE FOR 0.6 MILE TO FORKS.  KEEP
 CZ1776'RIGHT FORK (LEFT FORK IS OLD ROAD AND IS WASHED OUT).
 CZ1776'CONTINUE FOR 0.6 MILE TO FORK.  KEEPING LEFT FORK GO FOR
 CZ1776'1.3 MILES TO CATTLE GUARD.  CROSS AND CONTINUE FOR 1.7
 CZ1776'MILES TO WOODEN GATE.  PASS THROUGH AND CONTINUE FOR 0.8 MILE.
 CZ1776'(FROM HERE, AZIMUTH MARK IS 0.1 MILE BEYOND AND ON TOP OF
 CZ1776'RIDGE TO RIGHT OF THE ROAD.) HERE TURN HARD LEFT AND GO
 CZ1776'0.15 MILE ON DIM TRACK ROAD TO EDGE OF CANYON.  FROM
 CZ1776'HERE PACK DOWN INTO CANYON AND UP NEAR RIDGE ON LEFT TO
 CZ1776'HIGHEST POINT AND STATION.  A PACK OF ABOUT 10 MINUTES.
 CZ1776'
 CZ1776'THE STATION MARK IS A BRONZE STATION DISK, STAMPED SKIM 1946,
 CZ1776'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 CZ1776'ABOUT 10 INCHES ABOVE THE GROUND.  IT IS LOCATED 18-1/2 FEET
 CZ1776'SW OF A 2-FOOT ROCK CAIRN AND POLE TARGET WHICH IS ON THE
 CZ1776'HIGHEST POINT.
 CZ1776'
 CZ1776'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED SKIM NO
 CZ1776'1 1946, AND SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ1776'THAT IS PRACTICALLY FLUSH WITH THE GROUND.  IT IS ABOUT 1
 CZ1776'FOOT HIGHER THAN STATION.
 CZ1776'
 CZ1776'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED SKIM NO
 CZ1776'2 1946, AND SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CZ1776'THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND ABOUT 1 FOOT
 CZ1776'LOWER THAN STATION.
 CZ1776'
 CZ1776'AZIMUTH MARK IS A BRONZE AZIMUTH MARK DISK SET IN OUTCROPPING
 CZ1776'BEDROCK.
 CZ1776'
 CZ1776'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1843 ***********************************************************************
 DV1843  DESIGNATION -  SKULL
 DV1843  PID         -  DV1843
 DV1843  STATE/COUNTY-  AZ/MARICOPA
 DV1843  USGS QUAD   -  MARGIES PEAK (1973)
 DV1843
 DV1843                         *CURRENT SURVEY CONTROL
 DV1843  ___________________________________________________________________
 DV1843* NAD 83(1992)-  33 09 32.92876(N)    112 36 21.71061(W)     ADJUSTED  
 DV1843* NAVD 88     -       760.5    (meters)    2495.     (feet)  VERTCON   
 DV1843  ___________________________________________________________________
 DV1843  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 DV1843  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV1843  HORZ ORDER  -  THIRD
 DV1843
 DV1843.The horizontal coordinates were established by classical geodetic methods
 DV1843.and adjusted by the National Geodetic Survey in August 1993.
 DV1843
 DV1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1843
 DV1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1843
 DV1843.The geoid height was determined by GEOID03.
 DV1843
 DV1843;                    North         East     Units Scale Factor Converg.
 DV1843;SPC AZ C     -   239,611.689   149,058.423   MT  0.99995096   -0 22 37.5
 DV1843;SPC AZ C     -   786,127.59    489,036.82   iFT  0.99995096   -0 22 37.5
 DV1843;UTM  12      - 3,670,078.483   350,233.287   MT  0.99987656   -0 52 43.0
 DV1843
 DV1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1843!SPC AZ C     -   0.99988548  x   0.99995096  =   0.99983645
 DV1843!UTM  12      -   0.99988548  x   0.99987656  =   0.99976206
 DV1843
 DV1843|---------------------------------------------------------------------|
 DV1843| PID    Reference Object                     Distance      Geod. Az  |
 DV1843|                                                           dddmmss.s |
 DV1843| DV1853 SKULL RM 1                            1.840 METERS 00445     |
 DV1843| DV1854 SKULL RM 2                            5.710 METERS 11452     |
 DV1843| DV2145 TWIN                                APPROX.12.6 KM 3374457.9 |
 DV1843|---------------------------------------------------------------------|
 DV1843
 DV1843                          SUPERSEDED SURVEY CONTROL
 DV1843
 DV1843  NAD 83(1986)-  33 09 32.92031(N)    112 36 21.71585(W) AD(       ) 3
 DV1843  NGVD 29 (12/08/88)  759.8    (m)         2493.     (f) VERT ANG    3  
 DV1843
 DV1843.Superseded values are not recommended for survey control.
 DV1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1843.See file dsdata.txt to determine how the superseded data were derived.
 DV1843
 DV1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5023370078(NAD 83)
 DV1843_MARKER: DS = TRIANGULATION STATION DISK
 DV1843_SETTING: 66 = SET IN ROCK OUTCROP
 DV1843_SP_SET: SET IN ROCK OUTCROP
 DV1843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1843+STABILITY: POSITION/ELEVATION WELL
 DV1843
 DV1843  HISTORY     - Date     Condition        Report By
 DV1843  HISTORY     - 1949     MONUMENTED       USGS
 DV1843  HISTORY     - 1973     GOOD             USGS
 DV1843
 DV1843                          STATION DESCRIPTION
 DV1843
 DV1843'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1843'LOCATED ABOUT 20.0 MI N. OF GILA BEND.  ON PROMINENT TOP AT NORTH
 DV1843'END OF MARICOPA MOUNTAINS.
 DV1843'
 DV1843'STATION MARK--STANDARD TABLET STAMPED---SKULL 1949---, CEMENTED IN
 DV1843'ROCK OUTCROP.
 DV1843'
 DV1843'RM 1--STANDARD RM TABLET STAMPED---NO 1 SKULL 1949---, IN ROCK
 DV1843'OUTCROP.
 DV1843'
 DV1843'RM 2--STANDARD RM TABLET STAMPED---NO 2 SKULL 1949---, IN ROCK
 DV1843'OUTCROP.
 DV1843
 DV1843                          STATION RECOVERY (1973)
 DV1843
 DV1843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV1843'RECOVERED AS DESCRIBED BY USGS.
 DV1843'
 DV1843'TO REACH FROM VALLEY NATIONAL BANK IN BUCKEYE, GO 18.2 MI S. ON
 DV1843'U.S. HWY. 80 TO RD. FORK LEFT (E.).  TURN LEFT 3.1 MI ON TRACK
 DV1843'RD.  TURN LEFT ACROSS DRAIN 0.2 MI TO BOTTOM OF MOUNTAIN AND END
 DV1843'OF TRUCK TRAVEL.  PACK N. UP BOTTOM OF DRAIN TO TOP OF RIDGE.  TURN
 DV1843'W. ON RIDGE TO TOP AND STATION.  A 1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0122 ***********************************************************************
 DV0122  DESIGNATION -  SKUNK
 DV0122  PID         -  DV0122
 DV0122  STATE/COUNTY-  AZ/MARICOPA
 DV0122  USGS QUAD   -  UNION HILLS (1981)
 DV0122
 DV0122                         *CURRENT SURVEY CONTROL
 DV0122  ___________________________________________________________________
 DV0122* NAD 83(1992)-  33 43 32.39095(N)    112 07 08.51535(W)     ADJUSTED  
 DV0122* NAVD 88     -       448.28   (+/-2cm)    1470.7    (feet)  VERTCON   
 DV0122  ___________________________________________________________________
 DV0122  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DV0122  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DV0122  HORZ ORDER  -  SECOND
 DV0122  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0122
 DV0122.The horizontal coordinates were established by classical geodetic methods
 DV0122.and adjusted by the National Geodetic Survey in August 1993.
 DV0122
 DV0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0122.The vertical order pertains to the NGVD 29 superseded value.
 DV0122
 DV0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0122
 DV0122.The geoid height was determined by GEOID03.
 DV0122
 DV0122;                    North         East     Units Scale Factor Converg.
 DV0122;SPC AZ C     -   302,245.973   194,606.493   MT  0.99990433   -0 06 44.5
 DV0122;SPC AZ C     -   991,620.65    638,472.75   iFT  0.99990433   -0 06 44.5
 DV0122;UTM  12      - 3,732,300.995   396,326.248   MT  0.99973250   -0 37 16.9
 DV0122
 DV0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0122!SPC AZ C     -   0.99993425  x   0.99990433  =   0.99983858
 DV0122!UTM  12      -   0.99993425  x   0.99973250  =   0.99966677
 DV0122
 DV0122|---------------------------------------------------------------------|
 DV0122| PID    Reference Object                     Distance      Geod. Az  |
 DV0122|                                                           dddmmss.s |
 DV0122| DV0123 SKUNK RM 1                           20.092 METERS 09119     |
 DV0122| DV0121 SKUNK AZ MK                                        2002300.4 |
 DV0122| DV2029 PYRAMID PK RESET                    APPROX. 6.2 KM 2922824.5 |
 DV0122| DV0125 Q 56                                168.573 METERS 35020     |
 DV0122| DV0124 SKUNK RM 2                           14.533 METERS 35603     |
 DV0122|---------------------------------------------------------------------|
 DV0122
 DV0122                          SUPERSEDED SURVEY CONTROL
 DV0122
 DV0122  NAD 83(1986)-  33 43 32.38631(N)    112 07 08.52136(W) AD(       ) 2
 DV0122  NAD 27      -  33 43 32.25100(N)    112 07 05.96800(W) AD(       ) 2
 DV0122  NGVD 29 (??/??/92)  447.692  (m)         1468.80   (f) ADJ UNCH    1 2
 DV0122
 DV0122.Superseded values are not recommended for survey control.
 DV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0122.See file dsdata.txt to determine how the superseded data were derived.
 DV0122
 DV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9632632301(NAD 83)
 DV0122_MARKER: DS = TRIANGULATION STATION DISK
 DV0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0122_SP_SET: MONUMENT
 DV0122_STAMPING: SKUNK 1947
 DV0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0122+STABILITY: SURFACE MOTION
 DV0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0122+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DV0122
 DV0122  HISTORY     - Date     Condition        Report By
 DV0122  HISTORY     - 1947     MONUMENTED       CGS
 DV0122  HISTORY     - 1959     GOOD             CGS
 DV0122  HISTORY     - 1970     GOOD             NGS
 DV0122  HISTORY     - 1970     GOOD             NGS
 DV0122  HISTORY     - 1972     GOOD             AZHD
 DV0122  HISTORY     - 1977     GOOD             LOCENG
 DV0122  HISTORY     - 1982     GOOD             AZDT
 DV0122  HISTORY     - 1986     GOOD             AZDT
 DV0122  HISTORY     - 20061122 GOOD             GEOCAC
 DV0122
 DV0122                          STATION DESCRIPTION
 DV0122
 DV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV0122'LOCATED ON THE EAST SIDE OF STATE HIGHWAY 69.  ABOUT 19 MILES
 DV0122'NORTH OF PHOENIX AND 14 MILES NORTH-NORTHEAST OF GLENDALE.
 DV0122'IT IS 44 FEET WEST OF A FENCE CORNER, 52.5 FEET EAST OF THE
 DV0122'CENTER LINE OF THE HIGHWAY, 115.5 FEET SOUTHEAST OF A CATTLE
 DV0122'GUARD AND 5.7 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 DV0122'SKUNK 1947 AND PROJECTS 2 INCHES.
 DV0122'
 DV0122'REFERENCE MARK NO. 1 IS 2.5 FEET SOUTH OF AN EAST AND WEST
 DV0122'FENCE LINE.  IT IS STAMPED SKUNK NO 1 1947 AND PROJECTS 3
 DV0122'INCHES.
 DV0122'
 DV0122'REFERENCE MARK NO. 2 IS 75 FEET SOUTHEAST OF A CATTLE GUARD,
 DV0122'50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 5.5 FEET WEST
 DV0122'OF A NORTH AND SOUTH FENCE LINE.  IT IS STAMPED SKUNK NO 2
 DV0122'1947 AND PROJECTS 3 INCHES.
 DV0122'
 DV0122'BENCH MARK Q56 IS A STANDARD USC AND GS DISK SET IN A CONCRETE
 DV0122'POST PROJECTING 5 INCHES.  IT IS 24.5 FEET EAST OF THE CENTER
 DV0122'LINE OF THE HIGHWAY AND 45 FEET SOUTH OF A SIDE ROAD.  IT IS
 DV0122'STAMPED Q 56 1934.
 DV0122'
 DV0122'THE AZIMUTH MARK IS LOCATED 0.45 MILE SOUTH-SOUTHWEST OF THE
 DV0122'STATION.  39.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 DV0122'IT IS STAMPED SKUNK 1947 AND PROJECTS 4 INCHES.
 DV0122'
 DV0122'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 DV0122'GLENDALE, GO SOUTHEAST ON U.S. HIGHWAYS 60, 70, AND 89 FOR 2.6
 DV0122'MILES TO THEIR JUNCTION WITH STATE HIGHWAY 69.  TURN LEFT
 DV0122'AND FOLLOW HIGHWAY 69 FOR 4.6 MILES TO THE ARIZONA CANAL.
 DV0122'CONTINUE ON HIGHWAY FOR 10.55 MILES TO A CROSSROAD.  CONTINUE
 DV0122'STRAIGHT AHEAD 0.15 MILE TO THE STATION ON THE RIGHT.
 DV0122
 DV0122                          STATION RECOVERY (1959)
 DV0122
 DV0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0122'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DV0122'A NEW WITNESS POST WAS SET, MEASUREMENTS TO THE MARKS ARE AS
 DV0122'FOLLOWS--
 DV0122'
 DV0122'WITNESS POST TO--STATION MARK 29.5 FEET WEST
 DV0122'
 DV0122'R.M. 1 40.0 FEET EAST
 DV0122'
 DV0122'R.M. 2 55.1 FEET NORTHWEST
 DV0122'
 DV0122'THE OLD ROAD HAS BEEN RELOCATED AND THE STATION IS NOW REACHED
 DV0122'FROM THE JUNCTION OF CAMELBACK ROAD AND BLACK CANYON HIGHWAY
 DV0122'IN PHOENIX BY GOING NORTH ON ARIZONA STATE HIGHWAY 69 FOR 14.3
 DV0122'MILES TO A GRADED ROAD ON THE RIGHT.  THIS IS 0.1 MILE SOUTH
 DV0122'OF THE BRIDGE OVER SKUNK CREEK.  TURN RIGHT THROUGH A CATTLE
 DV0122'GUARD AND GO EAST FOR 0.1 MILE TO A TRACK ROAD RIGHT, TURN
 DV0122'RIGHT AND GO 0.05 MILE SOUTHWEST TO AN EAST-WEST FENCE AND
 DV0122'THE STATION.
 DV0122'
 DV0122'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE
 DV0122'CATTLE-GUARD, TURN LEFT AND GO SOUTH ON ARIZONA STATE HIGHWAY
 DV0122'69 FOR 0.35 MILE TO A GRADED ROAD ON THE RIGHT, TURN RIGHT AND
 DV0122'FOLLOW THE ROAD SOUTHWESTERLY FOR 0.15 MILE TO THE AZIMUTH
 DV0122'MARK ON THE RIGHT, 40 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 DV0122
 DV0122                          STATION RECOVERY (1970)
 DV0122
 DV0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0122'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DV0122'1959 DESCRIPTION IS ADEQUATE.
 DV0122
 DV0122                          STATION RECOVERY (1970)
 DV0122
 DV0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0122'12.6 MI S FROM NEW RIVER.
 DV0122'12.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0122'RIVER OR 0.2 MILE SOUTH FROM THE HIGHWAY BRIDGE OVER SKUNK RIVER. 52.5
 DV0122'FEET EAST OF THE CENTER OF AN OLD GRAVELED ROAD 115 FEET SOUTHEAST OF
 DV0122'A CATTLE GUARD 5 1/2 FEET SOUTH OF A WITNESS POST AND ABOUT 200 FEET
 DV0122'EAST OF THE EAST FRONTAGE ROAD.  THE MARK IS SET IN THE TOP OF A 12
 DV0122'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 DV0122
 DV0122                          STATION RECOVERY (1972)
 DV0122
 DV0122'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV0122'GENERAL LOCATION PHX TO PARKER
 DV0122'
 DV0122'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV0122'
 DV0122'STATION MARK STD. USC AND GS B.C.
 DV0122'
 DV0122'REFERENCE MARKS GOOD
 DV0122
 DV0122                          STATION RECOVERY (1977)
 DV0122
 DV0122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (FB)
 DV0122'SKUNK 1947 RECOVERED GOOD.
 DV0122'
 DV0122'SKUNK NO. 1 1947 RECOVERED GOOD.
 DV0122'
 DV0122'SKUNK NO. 2 1947 RECOVERED GOOD.
 DV0122'
 DV0122'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF PHOENIX,
 DV0122'ARIZ.
 DV0122
 DV0122                          STATION RECOVERY (1982)
 DV0122
 DV0122'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV0122'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV0122'AS DESCRIBED IN 1959.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV0122'
 DV0122'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND HAPPY VALLEY ROAD
 DV0122'TRAFFIC INTERCHANGE IN NORTHERN PHOENIX  TRAVEL NORTH ALONG THE EAST
 DV0122'FRONTAGE ROAD FOR 0.9 MILE TO THE STATION 220 FEET TO THE RIGHT AND BY
 DV0122'A FENCE LINE.
 DV0122'
 DV0122'TO REACH THE AZIMUTH MARK FROM INTERSTATE HIGHWAY 17 AND HAPPY VALLEY
 DV0122'ROAD, TRAVEL NORTH ALONG THE WEST FRONTAGE ROAD FOR 0.7 MILE TO A
 DV0122'CATTLE GUARD AND A ROAD LEFT.  TURN LEFT CROSSING THE CATTLE GUARD AND
 DV0122'BEAR LEFT FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 DV0122
 DV0122                          STATION RECOVERY (1986)
 DV0122
 DV0122'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV0122'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV0122'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 DV0122'OBSTRUCTED FROM THE STATION BY SMALL TREES.  A NEW ROUTE TO THE
 DV0122'STATION FOLLOWS.
 DV0122'
 DV0122'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV0122'AND HAPPY VALLEY ROAD IN NORTHERN PHOENIX, TRAVEL EAST ALONG HAPPY
 DV0122'VALLEY ROAD FOR 0.15 MILE TO A DIRT ROAD ON THE LEFT WHICH IS JUST
 DV0122'EAST OF THE FRONTAGE ROAD.  TURN LEFT AND TRAVEL NORTH ALONG DIRT ROAD
 DV0122'WHICH PARALLELS THE FREEWAY FOR ABOUT 1 MILE TO AN EAST WEST FENCE
 DV0122'AND THE STATION ON THE LEFT AT THE SOUTH SIDE OF THE FENCE LINE.  THE
 DV0122'STATION CAN ALSO BE REACHED BY DRIVING NORTH 1 MILE ALONG THE FRONTAGE
 DV0122'ROAD TO THE EAST-WEST FENCE LINE AND WALKING EAST ALONG THE SOUTH SIDE
 DV0122'OF THE FENCE FOR ABOUT 150 FEET.
 DV0122
 DV0122                          STATION RECOVERY (2006)
 DV0122
 DV0122'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0122'RECOVERED AS DESCRIBED. A MINOR POINT, BUT THE MONUMENT IS
 DV0122'SQUARE/RECTANGULAR, NOT ROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0121 ***********************************************************************
 DV0121  DESIGNATION -  SKUNK AZ MK
 DV0121  PID         -  DV0121
 DV0121  STATE/COUNTY-  AZ/MARICOPA
 DV0121  USGS QUAD   -  UNION HILLS (1981)
 DV0121
 DV0121                         *CURRENT SURVEY CONTROL
 DV0121  ___________________________________________________________________
 DV0121* NAD 83(1986)-  33 43 15.     (N)    112 07 16.     (W)     SCALED    
 DV0121* NAVD 88     -       444.94   (+/-2cm)    1459.8    (feet)  VERTCON   
 DV0121  ___________________________________________________________________
 DV0121  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DV0121  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0121
 DV0121.The horizontal coordinates were scaled from a topographic map and have
 DV0121.an estimated accuracy of +/- 6 seconds.
 DV0121
 DV0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0121.The vertical order pertains to the NGVD 29 superseded value.
 DV0121
 DV0121.The geoid height was determined by GEOID03.
 DV0121
 DV0121;                    North         East    Units  Estimated Accuracy
 DV0121;SPC AZ C     -   301,710.      194,410.      MT  (+/- 180 meters Scaled)
 DV0121
 DV0121                          SUPERSEDED SURVEY CONTROL
 DV0121
 DV0121  NGVD 29 (??/??/92)  444.360  (m)         1457.87   (f) ADJ UNCH    1 2
 DV0121
 DV0121.Superseded values are not recommended for survey control.
 DV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0121.See file dsdata.txt to determine how the superseded data were derived.
 DV0121
 DV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961317(NAD 83)
 DV0121_MARKER: DZ = AZIMUTH MARK DISK
 DV0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0121_STAMPING: SKUNK 1947
 DV0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0121+STABILITY: SURFACE MOTION
 DV0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0121+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DV0121
 DV0121  HISTORY     - Date     Condition        Report By
 DV0121  HISTORY     - 1947     MONUMENTED       CGS
 DV0121  HISTORY     - 1970     GOOD             NGS
 DV0121  HISTORY     - 20061122 GOOD             GEOCAC
 DV0121
 DV0121                          STATION DESCRIPTION
 DV0121
 DV0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0121'12.9 MI S FROM NEW RIVER.
 DV0121'ABOUT 13 1/2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE
 DV0121'OVER NEW RIVER TO HAPPY VALLEY ROAD.  EXIT WEST AND TAKE THE WEST
 DV0121'FRONTAGE ROAD NORTH FOR 0.7 MILE, TURN LEFT CROSSING A CATTLE GUARD
 DV0121'AND TAKE THE LEFT FORK SOUTHWEST FOR 0.15 MILE TO THE MARK ON THE
 DV0121'RIGHT.  37 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST
 DV0121'OF THE WITNESS POST AND ABOUT 2 FEET HIGHER THAN THE ROAD.  THE MARK
 DV0121'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DV0121'6 INCHES.
 DV0121
 DV0121                          STATION RECOVERY (2006)
 DV0121
 DV0121'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0123 ***********************************************************************
 DV0123  DESIGNATION -  SKUNK RM 1
 DV0123  PID         -  DV0123
 DV0123  STATE/COUNTY-  AZ/MARICOPA
 DV0123  USGS QUAD   -  UNION HILLS (1981)
 DV0123
 DV0123                         *CURRENT SURVEY CONTROL
 DV0123  ___________________________________________________________________
 DV0123* NAD 83(1986)-  33 43 32.     (N)    112 07 08.     (W)     SCALED    
 DV0123* NAVD 88     -       448.24   (+/-2cm)    1470.6    (feet)  VERTCON   
 DV0123  ___________________________________________________________________
 DV0123  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DV0123  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0123
 DV0123.The horizontal coordinates were scaled from a topographic map and have
 DV0123.an estimated accuracy of +/- 6 seconds.
 DV0123
 DV0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0123.The vertical order pertains to the NGVD 29 superseded value.
 DV0123
 DV0123.The geoid height was determined by GEOID03.
 DV0123
 DV0123;                    North         East    Units  Estimated Accuracy
 DV0123;SPC AZ C     -   302,230.      194,620.      MT  (+/- 180 meters Scaled)
 DV0123
 DV0123                          SUPERSEDED SURVEY CONTROL
 DV0123
 DV0123  NGVD 29 (??/??/92)  447.650  (m)         1468.66   (f) ADJ UNCH    1 2
 DV0123
 DV0123.Superseded values are not recommended for survey control.
 DV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0123.See file dsdata.txt to determine how the superseded data were derived.
 DV0123
 DV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963322(NAD 83)
 DV0123_MARKER: DB = BENCH MARK DISK
 DV0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0123_SP_SET: MONUMENT
 DV0123_STAMPING: SKUNK NO 1 1947
 DV0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0123+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DV0123
 DV0123  HISTORY     - Date     Condition        Report By
 DV0123  HISTORY     - 1947     MONUMENTED       CGS
 DV0123  HISTORY     - 1970     GOOD             NGS
 DV0123  HISTORY     - 20061122 GOOD             GEOCAC
 DV0123
 DV0123                          STATION DESCRIPTION
 DV0123
 DV0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0123'12.6 MI S FROM NEW RIVER.
 DV0123'12.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0123'RIVER OR 0.2 MILE SOUTH OF THE HIGHWAY BRIDGE OVER SKUNK RIVER.  66
 DV0123'FEET EAST OF THE STATION AND 2 1/2 FEET SOUTH OF A FENCE LINE.  THE
 DV0123'MARK IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DV0123'ABOUT 2 INCHES.  IT IS ABOUT 200 FEET EAST OF THE EAST FRONTAGE ROAD.
 DV0123
 DV0123                          STATION RECOVERY (2006)
 DV0123
 DV0123'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0124 ***********************************************************************
 DV0124  DESIGNATION -  SKUNK RM 2
 DV0124  PID         -  DV0124
 DV0124  STATE/COUNTY-  AZ/MARICOPA
 DV0124  USGS QUAD   -  UNION HILLS (1981)
 DV0124
 DV0124                         *CURRENT SURVEY CONTROL
 DV0124  ___________________________________________________________________
 DV0124* NAD 83(1986)-  33 43 32.     (N)    112 07 08.     (W)     SCALED    
 DV0124* NAVD 88     -       448.30   (+/-2cm)    1470.8    (feet)  VERTCON   
 DV0124  ___________________________________________________________________
 DV0124  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DV0124  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0124
 DV0124.The horizontal coordinates were scaled from a topographic map and have
 DV0124.an estimated accuracy of +/- 6 seconds.
 DV0124
 DV0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0124.The vertical order pertains to the NGVD 29 superseded value.
 DV0124
 DV0124.The geoid height was determined by GEOID03.
 DV0124
 DV0124;                    North         East    Units  Estimated Accuracy
 DV0124;SPC AZ C     -   302,230.      194,620.      MT  (+/- 180 meters Scaled)
 DV0124
 DV0124                          SUPERSEDED SURVEY CONTROL
 DV0124
 DV0124  NGVD 29 (??/??/92)  447.717  (m)         1468.88   (f) ADJ UNCH    1 2
 DV0124
 DV0124.Superseded values are not recommended for survey control.
 DV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0124.See file dsdata.txt to determine how the superseded data were derived.
 DV0124
 DV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963322(NAD 83)
 DV0124_MARKER: DB = BENCH MARK DISK
 DV0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0124_SP_SET: MONUMENT
 DV0124_STAMPING: SKUNK NO 2 1947
 DV0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0124+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DV0124
 DV0124  HISTORY     - Date     Condition        Report By
 DV0124  HISTORY     - 1947     MONUMENTED       CGS
 DV0124  HISTORY     - 1970     GOOD             NGS
 DV0124  HISTORY     - 20061122 GOOD             GEOCAC
 DV0124
 DV0124                          STATION DESCRIPTION
 DV0124
 DV0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0124'12.6 MI S FROM NEW RIVER.
 DV0124'12.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0124'RIVER OR 0.2 MILE SOUTH OF THE BRIDGE OVER SKUNK RIVER.  75 FEET
 DV0124'SOUTHEAST OF A CATTLE GUARD, 50 FEET EAST OF THE CENTER OF THE OLD
 DV0124'ROAD AND 6 FEET WEST OF A FENCE LINE.  THE MARK IS SET IN THE TOP OF A
 DV0124'12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS ABOUT
 DV0124'200 FEET EAST OF THE EAST FRONTAGE ROAD.
 DV0124
 DV0124                          STATION RECOVERY (2006)
 DV0124
 DV0124'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2399 ***********************************************************************
 CZ2399  DESIGNATION -  SKY
 CZ2399  PID         -  CZ2399
 CZ2399  STATE/COUNTY-  AZ/PIMA
 CZ2399  USGS QUAD   -  ORO VALLEY (1981)
 CZ2399
 CZ2399                         *CURRENT SURVEY CONTROL
 CZ2399  ___________________________________________________________________
 CZ2399* NAD 83(1992)-  32 23 04.23371(N)    110 58 10.57655(W)     ADJUSTED  
 CZ2399* NAVD 88     -       796.2    (meters)    2612.     (feet)  VERTCON   
 CZ2399  ___________________________________________________________________
 CZ2399  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 CZ2399  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CZ2399  HORZ ORDER  -  SECOND
 CZ2399
 CZ2399.The horizontal coordinates were established by classical geodetic methods
 CZ2399.and adjusted by the National Geodetic Survey in August 1993.
 CZ2399
 CZ2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2399
 CZ2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2399
 CZ2399.The geoid height was determined by GEOID03.
 CZ2399
 CZ2399;                    North         East     Units Scale Factor Converg.
 CZ2399;SPC AZ C     -   153,895.536   302,468.221   MT  0.99999788   +0 30 26.2
 CZ2399;SPC AZ C     -   504,906.61    992,349.81   iFT  0.99999788   +0 30 26.2
 CZ2399;UTM  12      - 3,583,057.357   502,858.962   MT  0.99960010   +0 00 58.6
 CZ2399
 CZ2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2399!SPC AZ C     -   0.99987953  x   0.99999788  =   0.99987741
 CZ2399!UTM  12      -   0.99987953  x   0.99960010  =   0.99947968
 CZ2399
 CZ2399:                Primary Azimuth Mark                     Grid Az
 CZ2399:SPC AZ C     -  SKY AZ MK                                084 24 40.2
 CZ2399:UTM  12      -  SKY AZ MK                                084 54 07.8
 CZ2399
 CZ2399|---------------------------------------------------------------------|
 CZ2399| PID    Reference Object                     Distance      Geod. Az  |
 CZ2399|                                                           dddmmss.s |
 CZ2399| CS5919 SKY AZ MK                                          0845506.4 |
 CZ2399| CS5920 SKY RM 1                             12.039 METERS 09016     |
 CZ2399| CS5921 SKY RM 2                             12.176 METERS 26957     |
 CZ2399|---------------------------------------------------------------------|
 CZ2399
 CZ2399                          SUPERSEDED SURVEY CONTROL
 CZ2399
 CZ2399  NAD 83(1986)-  32 23 04.22924(N)    110 58 10.57230(W) AD(       ) 2
 CZ2399  NGVD 29 (05/15/91)  795.5    (m)         2610.     (f) VERT ANG    3  
 CZ2399
 CZ2399.Superseded values are not recommended for survey control.
 CZ2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2399.See file dsdata.txt to determine how the superseded data were derived.
 CZ2399
 CZ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0285983057(NAD 83)
 CZ2399_MARKER: DS = TRIANGULATION STATION DISK
 CZ2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2399+STABILITY: SURFACE MOTION
 CZ2399
 CZ2399  HISTORY     - Date     Condition        Report By
 CZ2399  HISTORY     - 1983     MONUMENTED       AZDT
 CZ2399  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CZ2399
 CZ2399                          STATION DESCRIPTION
 CZ2399
 CZ2399'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ2399'THE STATION IS LOCATED 11 MILES NORTH OF TUCSON, 1/3 MILE WEST OF U.S.
 CZ2399'HIGHWAY 89 AND ALONG THE SOUTH SIDE OF DESERT SKY ROAD.
 CZ2399'
 CZ2399'THE STATION MARK IS AN AZDT DISK STAMPED---SKY 1983---.  IT IS SET IN
 CZ2399'TOP OF A 10 INCH CONCRETE MONUMENT 30.5 FEET SOUTH OF THE CENTER LINE
 CZ2399'OF DESERT SKY ROAD AND MARKED WITH A WITNESS POST AND SIGN.
 CZ2399'
 CZ2399'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SKY RM 1 1983---.  IT IS
 CZ2399'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2399'
 CZ2399'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SKY RM 2 1983---.  IT IS
 CZ2399'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2399'
 CZ2399'THE AZI MARK IS AN AZDT DISK STAMPED---2630.94 STA 538+41.87 1979---.
 CZ2399'THE MARK IS 90 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 89 AND
 CZ2399'109 FEET NORTH OF DESERT SKY ROAD.
 CZ2399'
 CZ2399'TO REACH THE STATION FROM THE INTERSECTION OF ORACLE ROAD WHICH IS
 CZ2399'U.S. HIGHWAY 89 AND GRANT ROAD IN TUCSON, TRAVEL NORTH ALONG ORACLE
 CZ2399'ROAD FOR 9.2 MILES TO DESERT SKY ROAD AND THE AZIMUTH MARK.  TURN LEFT
 CZ2399'ON DESERT SKY ROAD AND TRAVEL WEST FOR 0.3 MILE TO THE STATION ON THE
 CZ2399'LEFT.
 CZ2399
 CZ2399                          STATION RECOVERY (2001)
 CZ2399
 CZ2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0891 ***********************************************************************
 FR0891  DESIGNATION -  SLAB
 FR0891  PID         -  FR0891
 FR0891  STATE/COUNTY-  AZ/COCONINO
 FR0891  USGS QUAD   -  FITZGERALD HILL (1989)
 FR0891
 FR0891                         *CURRENT SURVEY CONTROL
 FR0891  ___________________________________________________________________
 FR0891* NAD 83(1992)-  35 16 50.88047(N)    112 26 12.66054(W)     ADJUSTED  
 FR0891* NAVD 88     -      1844.     (meters)    6050.     (feet)  SCALED    
 FR0891  ___________________________________________________________________
 FR0891  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 FR0891  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 FR0891  HORZ ORDER  -  SECOND
 FR0891
 FR0891.The horizontal coordinates were established by classical geodetic methods
 FR0891.and adjusted by the National Geodetic Survey in August 1993.
 FR0891
 FR0891.The orthometric height was scaled from a topographic map.
 FR0891
 FR0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0891
 FR0891.The geoid height was determined by GEOID03.
 FR0891
 FR0891;                    North         East     Units Scale Factor Converg.
 FR0891;SPC AZ C     -   474,848.021   166,040.710   MT  0.99992759   -0 18 01.6
 FR0891;SPC AZ C     - 1,557,900.33    544,752.99   iFT  0.99992759   -0 18 01.6
 FR0891;UTM  12      - 3,905,129.917   369,329.938   MT  0.99981043   -0 49 48.1
 FR0891
 FR0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0891!SPC AZ C     -   0.99971452  x   0.99992759  =   0.99964213
 FR0891!UTM  12      -   0.99971452  x   0.99981043  =   0.99952501
 FR0891
 FR0891:                Primary Azimuth Mark                     Grid Az
 FR0891:SPC AZ C     -  JO                                       176 45 32.4
 FR0891:UTM  12      -  JO                                       177 17 18.9
 FR0891
 FR0891|---------------------------------------------------------------------|
 FR0891| PID    Reference Object                     Distance      Geod. Az  |
 FR0891|                                                           dddmmss.s |
 FR0891| FR0879 JO                                  APPROX.10.2 KM 1762730.8 |
 FR0891| FR0880 ASH FORK SANTA FE RR WATER TK       APPROX. 7.7 KM 2162111.8 |
 FR0891| CH3379 SLAB RM 2                            22.060 METERS 25559     |
 FR0891| FR0892 CROOKTON ATT CO RELAY TOWER         APPROX.24.6 KM 2692358.6 |
 FR0891| CH3378 SLAB RM 1                            26.280 METERS 35259     |
 FR0891|---------------------------------------------------------------------|
 FR0891
 FR0891                          SUPERSEDED SURVEY CONTROL
 FR0891
 FR0891  NAD 83(1986)-  35 16 50.87923(N)    112 26 12.65740(W) AD(       ) 2
 FR0891  NAD 27      -  35 16 50.84100(N)    112 26 10.01320(W) AD(       ) 2
 FR0891
 FR0891.Superseded values are not recommended for survey control.
 FR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0891.See file dsdata.txt to determine how the superseded data were derived.
 FR0891
 FR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6933005130(NAD 83)
 FR0891_MARKER: DS = TRIANGULATION STATION DISK
 FR0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0891
 FR0891  HISTORY     - Date     Condition        Report By
 FR0891  HISTORY     - 1958     MONUMENTED       CGS
 FR0891  HISTORY     - 1962     GOOD             CGS
 FR0891
 FR0891                          STATION DESCRIPTION
 FR0891
 FR0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0891'THE STATION IS LOCATED NEAR THE WEST EDGE OF A LONG NORTH-SOUTH
 FR0891'RIDGE THAT IS COVERED THICKLY WITH JUNIPERS, EXCEPTING THE
 FR0891'WESTERLY SLOPES WHICH ARE VERY STEEP AND BARE.  IT IS ABOUT
 FR0891'4 MILES NORTH OF ASH FORK, EASILY DISCERNABLE FROM THE SOUTH
 FR0891'AND WEST BECAUSE OF THE PROMINENT SCARS OF QUARRYING OPERATIONS.
 FR0891'
 FR0891'TO REACH THE STATION FROM ASH FORK POST OFFICE, GO EAST TWO
 FR0891'BLOCKS AND TURN LEFT, FOLLOWING THE ROAD NORTH TWO BLOCKS,
 FR0891'TURN LEFT AND THEN RIGHT TO THE GATE CROSSING OVER SEVEN
 FR0891'SETS OF THE SANTA FE RAILROAD TRACKS.  FOLLOW THE GRADED
 FR0891'ROAD NORTHWARD FOR 0.6 MILE TO A FORK, TAKE THE LEFT AND
 FR0891'CONTINUE NORTH FOR 0.6 MILE TO A STOCK GUARD, STAY ON THE MAIN
 FR0891'ROAD FOR 0.1 MILE TO A FORK AND SIGN SANTA FE WELLS.  KEEP
 FR0891'TO THE LEFT, NORTH, AND GO 1.2 MILE TO A Y FORK, GO RIGHT,
 FR0891'NORTHEAST, 1.2 MILE TO A STOCK GUARD.
 FR0891'
 FR0891'AFTER CROSSING THE STOCK GUARD THERE ARE SEVERAL DIVERGING ROADS,
 FR0891'KEEP TO THE EASTWARD TOWARD A GROUP OF BUILDINGS AT THE BASE
 FR0891'OF THE HILL FOR 0.5 MILE TO A FORKS, TAKE THE ROAD RIGHT,
 FR0891'PASSING TO THE RIGHT OF THE GROUP OF BUILDINGS AND GO 0.3 MILE
 FR0891'TO TWO MORE BUILDINGS.  STAY ON THE MAIN ROAD UP GRADE 0.6
 FR0891'MILE TO A QUARRY PIT, TURN SHARP LEFT UPGRADE AND FOLLOW THE
 FR0891'ROAD TO THE TOP OF THE RIDGE AND ALONG THE RID TO THE SOUTHWARD
 FR0891'FOR 0.6 MILE, TURN LEFT BETWEEN THE TREES FOR ABOUT 200 FEET
 FR0891'TO THE HIGHEST PART OF THE HILL ND THE STATION.
 FR0891'
 FR0891'THE STATION MARK IS A STANDARD DISK STAMPED SLAB 1958, SET
 FR0891'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 FR0891'27 FEET NORTH OF A WITNESS SIGN AND POST.
 FR0891'
 FR0891'R.M. 1 IS A STANDARD DISK STAMPED SLAB NO 1 1958, SET IN A
 FR0891'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS 113 FEET
 FR0891'NORTH OF THE WITNESS SIGN POST.
 FR0891'
 FR0891'R.M. 2 IS A STANDARD DISK STAMPED SLAB NO 2 1958, SET IN A
 FR0891'SQUARE CONCRETE MONUMENT PROJECTS 3 INCHES AND IS 75 FEET
 FR0891'WEST OF THE WITNESS SIGN POST.
 FR0891
 FR0891                          STATION RECOVERY (1962)
 FR0891
 FR0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0891'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 FR0891'BE IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS CHECKED.
 FR0891'A SLIGHT DIFFERENCE IN DISTANCE TO REFERENCE MARK 2 WAS FOUND.
 FR0891'THE ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW TO REACH FOLLOWS--
 FR0891'
 FR0891'TO REACH FROM THE POST OFFICE IN ASH FORK, GO SOUTH 1 BLOCK
 FR0891'TO U.S. HIGHWAY 66 (A ONE WAY STREET EAST), TURN LEFT ON U.S.
 FR0891'HIGHWAY 66 AND GO EAST FOR 2 BLOCKS TO FIRST STREET, TURN LEFT
 FR0891'AND GO NORTH FOR 1 BLOCK TO U.S. HIGHWAY 66 (A ONE WAY STREET
 FR0891'WEST), CROSS U.S. HIGHWAY 66 AND GO 1 BLOCK MAKING A SLIGHT
 FR0891'JOG TO THE RAILROAD TRACKS, CROSS TRACKS KEEPING RIGHT SIDE
 FR0891'OF FORK FOR 0.35 MILE TO ANOTHER FORK, KEEP LEFT (MAIN ROAD)
 FR0891'AND GO NORTHERLY FOR 0.65 MILE TO A CATTLE GUARD, CONTINUE
 FR0891'STRAIGHT AHEAD FOR 1.1 MILES TO ANOTHER CATTLE GATE, CONTINUE
 FR0891'ON MAIN ROAD FOR 0.1 MILE TO FORK, KEEP LEFT STRAIGHT AHEAD
 FR0891'ON MAIN ROAD FOR 1.5 MILES TO ANOTHER FORK, KEEP RIGHT AND
 FR0891'GO 1.35 MILES TO A CATTLE GUARD, KEEP THE RIGHT FORK JUST
 FR0891'AFTER CROSSING CATTLE GUARD FOR 0.05 MILE TO FORK, KEEP
 FR0891'LEFT (MAIN ROAD) AND GO 0.65 MILE TO GREEN COLORED
 FR0891'BUILDINGS ON LEFT, FOLLOW MAIN ROAD FOR 0.3 MILE TO A
 FR0891'SMALL GREEN COLORED BUILDING ON RIGHT, FOLLOW THE MAIN ROAD
 FR0891'THAT GOES UP THE SIDE OF RIDGE FOR 0.6 MILE TO STONE QUARRY,
 FR0891'TURN SHARP LEFT AT THE STONE QUARRY UP GRADE AND FOLLOW THE
 FR0891'ROAD TO THE TOP OF THE RIDGE AND ALONG THE RIM TO THE
 FR0891'SOUTHWARD FOR 0.7 MILE TO A TREE WITH 3 BLAZES, TURN LEFT AND
 FR0891'GO NORTHERLY FOR ABOUT 200 FEET TO HIGHEST PART OF RIDGE TO
 FR0891'THE STATION.
 FR0891'
 FR0891'HEIGHT OF LIGHT ABOVE STATION MARK 14.9 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1059 ***********************************************************************
 ES1059  DESIGNATION -  SLAB
 ES1059  PID         -  ES1059
 ES1059  STATE/COUNTY-  AZ/NAVAJO
 ES1059  USGS QUAD   -  JOSEPH CITY (1986)
 ES1059
 ES1059                         *CURRENT SURVEY CONTROL
 ES1059  ___________________________________________________________________
 ES1059* NAD 83(1992)-  34 53 37.41199(N)    110 19 15.14090(W)     ADJUSTED  
 ES1059* NAVD 88     -      1559.     (meters)    5115.     (feet)  SCALED    
 ES1059  ___________________________________________________________________
 ES1059  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ES1059  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ES1059  HORZ ORDER  -  SECOND
 ES1059
 ES1059.The horizontal coordinates were established by classical geodetic methods
 ES1059.and adjusted by the National Geodetic Survey in August 1993.
 ES1059
 ES1059.The orthometric height was scaled from a topographic map.
 ES1059
 ES1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1059
 ES1059.The geoid height was determined by GEOID03.
 ES1059
 ES1059;                    North         East     Units Scale Factor Converg.
 ES1059;SPC AZ E     -   431,796.200   199,266.061   MT  0.99990245   -0 05 17.6
 ES1059;SPC AZ E     - 1,416,654.20    653,760.04   iFT  0.99990245   -0 05 17.6
 ES1059;UTM  12      - 3,861,468.116   562,052.035   MT  0.99964746   +0 23 18.6
 ES1059
 ES1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1059!SPC AZ E     -   0.99975919  x   0.99990245  =   0.99966166
 ES1059!UTM  12      -   0.99975919  x   0.99964746  =   0.99940673
 ES1059
 ES1059:                Primary Azimuth Mark                     Grid Az
 ES1059:SPC AZ E     -  MIGHT                                    114 19 21.8
 ES1059:UTM  12      -  MIGHT                                    113 50 45.6
 ES1059
 ES1059|---------------------------------------------------------------------|
 ES1059| PID    Reference Object                     Distance      Geod. Az  |
 ES1059|                                                           dddmmss.s |
 ES1059| ES1061 MIGHT                               APPROX. 5.1 KM 1141404.2 |
 ES1059| CD3649 SLAB RM 1                            22.113 METERS 22711     |
 ES1059| CD3650 SLAB RM 2                            17.557 METERS 30424     |
 ES1059|---------------------------------------------------------------------|
 ES1059
 ES1059                          SUPERSEDED SURVEY CONTROL
 ES1059
 ES1059  NAD 83(1986)-  34 53 37.40561(N)    110 19 15.14366(W) AD(       ) 2
 ES1059  NAD 27      -  34 53 37.31020(N)    110 19 12.69480(W) AD(       ) 2
 ES1059
 ES1059.Superseded values are not recommended for survey control.
 ES1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1059.See file dsdata.txt to determine how the superseded data were derived.
 ES1059
 ES1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD6205261468(NAD 83)
 ES1059_MARKER: DS = TRIANGULATION STATION DISK
 ES1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1059
 ES1059  HISTORY     - Date     Condition        Report By
 ES1059  HISTORY     - 1959     MONUMENTED       CGS
 ES1059  HISTORY     - 1972     GOOD             AZHD
 ES1059
 ES1059                          STATION DESCRIPTION
 ES1059
 ES1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1059'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF JOSEPH CITY ON
 ES1059'A SMALL PEAKED HILL, 100 FEET NORTH OF THE OLD BLADED ROAD
 ES1059'BETWEEN WINSLOW AND HOLBROOK.
 ES1059'
 ES1059'TO REACH THE STATION FROM THE INTERSECTION AND TRAFFIC LIGHT
 ES1059'THAT IS ABOUT 50 FEET EAST OF THE JOSEPH CITY POST OFFICE,
 ES1059'GO SOUTHEAST ON THE GRAVELED ROAD FOR 1.1 MILES TO A RAILROAD
 ES1059'GRADE CROSSING, TURN SOUTH ACROSS THE TRACKS AND GO 0.2
 ES1059'MILE TO THE OLD BRIDGE ACROSS THE LITTLE COLORADO RIVER.
 ES1059'CONTINUE SOUTH ON THE BLADED ROAD FOR 3.55 MILES TO A CROSSROAD,
 ES1059'TURN LEFT AND GO 0.1 MILE EAST TO THE SMALL SHARP HILL AND THE
 ES1059'STATION ON THE LEFT.
 ES1059'
 ES1059'THE STATION MARK IS A STANDARD DISK STAMPED SLAB 1959, SET IN
 ES1059'A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 4.6
 ES1059'FEET EAST OF A WITNESS POST.  IT IS ON THE HIGHEST PART OF THE
 ES1059'SMALL HILL, ON THE NORTH AND WEST SIDE OF THE LARGE FLAT
 ES1059'SANDSTONE SLABS THAT CROWN THE HILLTOP.
 ES1059'
 ES1059'R.M. 1 IS A STANDARD DISK STAMPED SLAB NO 1 1959, SET IN A
 ES1059'DRILL HOLE IN A LARGE FLAT BOULDER THAT PROJECTS 4 INCHES.
 ES1059'IT IS NEAR THE BOTTOM OF THE HILL, ABOUT 20 FEET LOWER
 ES1059'THAN THE STATION MARK AND 72.3 FEET SOUTHWEST OF THE WITNESS
 ES1059'POST.
 ES1059'
 ES1059'R.M. 2 IS A STANDARD DISK STAMPED SLAB NO 2 1959, SET IN A
 ES1059'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT IS ON A
 ES1059'SHOULDER OF THE HILL, 55.0 FEET NORTHWEST OF THE WITNESS POST
 ES1059'AND ABOUT 15 FEET LOWER THAN THE STATION MARK.
 ES1059'
 ES1059'TRIANGULATION STATION MIGHT CAN BE USED AS AN AZIMUTH MARK.
 ES1059
 ES1059                          STATION RECOVERY (1972)
 ES1059
 ES1059'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ES1059'GENERAL LOCATION - ORIGINAL DESCRIPTION ADEQUATE.
 ES1059'
 ES1059'STATION MARK - IN AND GOOD.
 ES1059'
 ES1059'REFERENCE MARKS - R.M. 1 AND R.M. 2 IN AND GOOD.
 ES1059'
 ES1059'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0049 ***********************************************************************
 EU0049  DESIGNATION -  SLAB AZ MK
 EU0049  PID         -  EU0049
 EU0049  STATE/COUNTY-  AZ/MOHAVE
 EU0049  USGS QUAD   -  FRANCONIA (1970)
 EU0049
 EU0049                         *CURRENT SURVEY CONTROL
 EU0049  ___________________________________________________________________
 EU0049* NAD 83(1986)-  34 43 47.     (N)    114 18 05.     (W)     SCALED    
 EU0049* NAVD 88     -       305.50   (+/-2cm)    1002.3    (feet)  VERTCON   
 EU0049  ___________________________________________________________________
 EU0049  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EU0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0049
 EU0049.The horizontal coordinates were scaled from a topographic map and have
 EU0049.an estimated accuracy of +/- 6 seconds.
 EU0049
 EU0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0049.The vertical order pertains to the NGVD 29 superseded value.
 EU0049
 EU0049.The geoid height was determined by GEOID03.
 EU0049
 EU0049;                    North         East    Units  Estimated Accuracy
 EU0049;SPC AZ W     -   413,750.      162,860.      MT  (+/- 180 meters Scaled)
 EU0049
 EU0049                          SUPERSEDED SURVEY CONTROL
 EU0049
 EU0049  NGVD 29 (??/??/??)  304.830  (m)         1000.10   (f) ADJUSTED    2 0
 EU0049
 EU0049.Superseded values are not recommended for survey control.
 EU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0049.See file dsdata.txt to determine how the superseded data were derived.
 EU0049
 EU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU470463(NAD 83)
 EU0049_MARKER: DZ = AZIMUTH MARK DISK
 EU0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0049_SP_SET: CULVERT
 EU0049_STAMPING: SLAB 1961
 EU0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0049
 EU0049  HISTORY     - Date     Condition        Report By
 EU0049  HISTORY     - 1961     MONUMENTED       CGS
 EU0049  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0049
 EU0049                          STATION DESCRIPTION
 EU0049
 EU0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EU0049'10.9 MI E FROM TOPOCK.
 EU0049'ABOUT 10.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE EAST END
 EU0049'OF THE U.S. HIGHWAY 66 BRIDGE OVER THE COLORADO RIVER AT TOPOCK,
 EU0049'ABOUT 0.5 MILES EAST OF THE JUNCTION OF AN ASPHALT ROAD TO SITE
 EU0049'SIX, SET IN THE OF THE WINGWALL AT THE SOUTHWEST CORNER OF A 90
 EU0049'FOOT CONCRETE BOX CULVERT WITH 9 OPENINGS, 20 FEET SOUTH OF THE
 EU0049'CENTER LINE OF U.S. HIGHWAY 66 AND ABOUT 1 FOOT BELOW THE LEVEL
 EU0049'OF THE ROAD.
 EU0049
 EU0049                          STATION RECOVERY (1981)
 EU0049
 EU0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0049'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1306 ***********************************************************************
 DA1306  DESIGNATION -  SLAG
 DA1306  PID         -  DA1306
 DA1306  STATE/COUNTY-  AZ/MARICOPA
 DA1306  USGS QUAD   -  PLATT WELL (1986)
 DA1306
 DA1306                         *CURRENT SURVEY CONTROL
 DA1306  ___________________________________________________________________
 DA1306* NAD 83(1992)-  32 43 49.68403(N)    112 32 51.78673(W)     ADJUSTED  
 DA1306* NAVD 88     -       899.3    (meters)    2950.     (feet)  VERTCON   
 DA1306  ___________________________________________________________________
 DA1306  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 DA1306  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DA1306  HORZ ORDER  -  THIRD
 DA1306
 DA1306.The horizontal coordinates were established by classical geodetic methods
 DA1306.and adjusted by the National Geodetic Survey in August 1993.
 DA1306
 DA1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1306
 DA1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1306
 DA1306.The geoid height was determined by GEOID03.
 DA1306
 DA1306;                    North         East     Units Scale Factor Converg.
 DA1306;SPC AZ C     -   192,038.971   154,212.930   MT  0.99994312   -0 20 28.4
 DA1306;SPC AZ C     -   630,049.12    505,947.93   iFT  0.99994312   -0 20 28.4
 DA1306;UTM  12      - 3,622,466.472   354,973.196   MT  0.99985935   -0 50 13.1
 DA1306
 DA1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1306!SPC AZ C     -   0.99986367  x   0.99994312  =   0.99980680
 DA1306!UTM  12      -   0.99986367  x   0.99985935  =   0.99972304
 DA1306
 DA1306:                Primary Azimuth Mark                     Grid Az
 DA1306:SPC AZ C     -  DRY                                      283 54 44.6
 DA1306:UTM  12      -  DRY                                      284 24 29.3
 DA1306
 DA1306|---------------------------------------------------------------------|
 DA1306| PID    Reference Object                     Distance      Geod. Az  |
 DA1306|                                                           dddmmss.s |
 DA1306| DA1548 DRY                                 APPROX.11.9 KM 2833416.2 |
 DA1306|---------------------------------------------------------------------|
 DA1306
 DA1306                          SUPERSEDED SURVEY CONTROL
 DA1306
 DA1306  NAD 83(1986)-  32 43 49.67179(N)    112 32 51.78974(W) AD(       ) 3
 DA1306  NGVD 29 (06/20/88)  898.6    (m)         2948.     (f) VERT ANG    3  
 DA1306
 DA1306.Superseded values are not recommended for survey control.
 DA1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1306.See file dsdata.txt to determine how the superseded data were derived.
 DA1306
 DA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5497322466(NAD 83)
 DA1306_MARKER: DS = TRIANGULATION STATION DISK
 DA1306_SETTING: 80 = SET IN A BOULDER
 DA1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1306+STABILITY: SURFACE MOTION
 DA1306
 DA1306  HISTORY     - Date     Condition        Report By
 DA1306  HISTORY     - 1949     MONUMENTED       USGS
 DA1306
 DA1306                          STATION DESCRIPTION
 DA1306
 DA1306'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DA1306'LOCATED ABOUT 18.0 MI S. OF GILA BEND, 5.0 MI E. OF SAUCEDA WASH,
 DA1306'3.0 MI S. OF SAND TANK WASH.  ON SUMMIT OF PROMINENT BLACK MTN.
 DA1306'
 DA1306'TO REACH FROM GILA BEND AT JCT. OF U.S. HWY. 80 AND STATE HWY.
 DA1306'85, DRIVE 0.5 MI S. ALONG STATE HWY. 85.  TURN LEFT 2.8 MI ALONG
 DA1306'GRADED RD. TO RD. FORKS.  TAKE LEFT FORK 3.5 MI E. ALONG
 DA1306'MAIN-TRAVELED RD. TO FENCE AND GATE, PASS THROUGH GATE 1.6 MI TO
 DA1306'RD. FORKS.  CONTINUE S. ON RIGHT FORK PASSING BY CORRAL AND
 DA1306'THROUGH FENCE 9.9 MI ALONG MAIN-TRAVELED RD. TO DIM TRACK RD. E.
 DA1306'TURN E. 0.4 MI TO RD. FORKS.  TAKE RIGHT FORK 0.7 MI TO RD. FORKS.
 DA1306'TAKE RIGHT FORK 0.3 MI ALONG VERY DIM RD. TO ABANDONED MINE AND
 DA1306'END OF RD.  PACK NE. TO HIGHEST POINT OF TOP AND STATION.  ABOUT
 DA1306'A 1-HOUR PACK.
 DA1306'
 DA1306'STATION MARK--STANDARD TABLET STAMPED---SLAG 1949---, CEMENTED IN
 DA1306'NATURALLY-EMBEDDED BOULDER.
 DA1306'
 DA1306'RM 1--STANDARD RM TABLET STAMPED---NO 1 1949---, CEMENTED IN
 DA1306'NATURALLY-EMBEDDED BOULDER.
 DA1306'
 DA1306'RM 2--STANDARD RM TABLET STAMPED---NO 2 1949---, CEMENTED IN
 DA1306'NATURALLY-EMBEDDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7984 ***********************************************************************
 DK7984  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7984  DESIGNATION -  SLAG
 DK7984  PID         -  DK7984
 DK7984  STATE/COUNTY-  AZ/GILA
 DK7984  USGS QUAD   -  GLOBE (1982)
 DK7984
 DK7984                         *CURRENT SURVEY CONTROL
 DK7984  ___________________________________________________________________
 DK7984* NAD 83(2007)-  33 24 20.40040(N)    110 47 27.53396(W)     ADJUSTED  
 DK7984* NAVD 88     -      1075.95   (meters)    3530.0    (feet)  GPS OBS   
 DK7984  ___________________________________________________________________
 DK7984  EPOCH DATE  -        2007.00
 DK7984  X           -  -1,892,188.759 (meters)                     COMP
 DK7984  Y           -  -4,983,584.882 (meters)                     COMP
 DK7984  Z           -   3,492,182.162 (meters)                     COMP
 DK7984  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 DK7984  ELLIP HEIGHT-        1048.658 (meters)          (01/09/09) ADJUSTED
 DK7984  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DK7984  HORZ ORDER  -  B
 DK7984  ELLP ORDER  -  FOURTH    CLASS II
 DK7984
 DK7984.The horizontal coordinates were established by GPS observations
 DK7984.and adjusted by the National Geodetic Survey in January 2009.
 DK7984
 DK7984.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7984.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7984.The horizontal coordinates are valid at the epoch date displayed above.
 DK7984.The epoch date for horizontal control is a decimal equivalence
 DK7984.of Year/Month/Day.
 DK7984
 DK7984.The orthometric height was determined by GPS observations and a
 DK7984.high-resolution geoid model.
 DK7984.The orthometric height was determined by GPS observations and a
 DK7984.high-resolution geoid model using precise GPS observation and
 DK7984.processing techniques.
 DK7984
 DK7984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7984
 DK7984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7984
 DK7984.The ellipsoidal height was determined by GPS observations
 DK7984.and is referenced to NAD 83.
 DK7984
 DK7984.The geoid height was determined by GEOID03.
 DK7984
 DK7984;                    North         East     Units Scale Factor Converg.
 DK7984;SPC AZ E     -   266,912.954   155,289.569   MT  0.99994156   -0 20 37.4
 DK7984;SPC AZ E     -   875,698.67    509,480.21   iFT  0.99994156   -0 20 37.4
 DK7984;UTM  12      - 3,696,280.186   519,435.796   MT  0.99960466   +0 06 54.3
 DK7984
 DK7984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7984!SPC AZ E     -   0.99983539  x   0.99994156  =   0.99977696
 DK7984!UTM  12      -   0.99983539  x   0.99960466  =   0.99944012
 DK7984
 DK7984                          SUPERSEDED SURVEY CONTROL
 DK7984
 DK7984.No superseded survey control is available for this station.
 DK7984
 DK7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1943696280(NAD 83)
 DK7984_MARKER: DD = SURVEY DISK
 DK7984_SETTING: 66 = SET IN ROCK OUTCROP
 DK7984_STAMPING: SLAG 2005
 DK7984_MARK LOGO: NGS   
 DK7984_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7984+STABILITY: POSITION/ELEVATION WELL
 DK7984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7984+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7984
 DK7984  HISTORY     - Date     Condition        Report By
 DK7984  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7984
 DK7984                          STATION DESCRIPTION
 DK7984
 DK7984'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7984'FROM THE COURTHOUSE NORTH GLOBE, ARIZONA TRAVEL WEST ON U.S. 60 FOR
 DK7984'2.1MI TO THE INTERSECTION OF US 60 AND MURPHY SAINT.  TURN NORTHEAST
 DK7984'ON MURPHY FOR 0.2MI.  MONUMENT IS BRASS CAP IN SLAG ON THE EAST SIDE
 DK7984'OF ROAD 60 FT (18.3 M) BEFORE STOP SIGN
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0274 ***********************************************************************
 GO0274  DESIGNATION -  SLAG RESET
 GO0274  PID         -  GO0274
 GO0274  STATE/COUNTY-  AZ/APACHE
 GO0274  USGS QUAD   -  TALL TREE MESA (1982)
 GO0274
 GO0274                         *CURRENT SURVEY CONTROL
 GO0274  ___________________________________________________________________
 GO0274* NAD 83(1992)-  36 16 07.03141(N)    109 27 48.51806(W)     ADJUSTED  
 GO0274* NAVD 88     -      1924.5    (meters)    6314.     (feet)  VERTCON   
 GO0274  ___________________________________________________________________
 GO0274  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 GO0274  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 GO0274  HORZ ORDER  -  THIRD
 GO0274
 GO0274.The horizontal coordinates were established by classical geodetic methods
 GO0274.and adjusted by the National Geodetic Survey in August 1993.
 GO0274
 GO0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0274
 GO0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0274
 GO0274.The geoid height was determined by GEOID03.
 GO0274
 GO0274;                    North         East     Units Scale Factor Converg.
 GO0274;SPC AZ E     -   584,545.731   276,540.601   MT  0.99994917   +0 24 57.6
 GO0274;SPC AZ E     - 1,917,800.95    907,285.44   iFT  0.99994917   +0 24 57.6
 GO0274;UTM  12      - 4,014,837.920   638,016.993   MT  0.99983470   +0 54 32.8
 GO0274
 GO0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0274!SPC AZ E     -   0.99970118  x   0.99994917  =   0.99965036
 GO0274!UTM  12      -   0.99970118  x   0.99983470  =   0.99953593
 GO0274
 GO0274:                Primary Azimuth Mark                     Grid Az
 GO0274:SPC AZ E     -  INDIAN                                   145 58 23.5
 GO0274:UTM  12      -  INDIAN                                   145 28 48.3
 GO0274
 GO0274|---------------------------------------------------------------------|
 GO0274| PID    Reference Object                     Distance      Geod. Az  |
 GO0274|                                                           dddmmss.s |
 GO0274| GO0257 INDIAN                              APPROX. 8.0 KM 1462321.1 |
 GO0274|---------------------------------------------------------------------|
 GO0274
 GO0274                          SUPERSEDED SURVEY CONTROL
 GO0274
 GO0274  NAD 83(1986)-  36 16 07.03233(N)    109 27 48.51728(W) AD(       ) 3
 GO0274  NGVD 29 (08/22/88) 1923.6    (m)         6311.     (f) VERT ANG    3  
 GO0274
 GO0274.Superseded values are not recommended for survey control.
 GO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0274.See file dsdata.txt to determine how the superseded data were derived.
 GO0274
 GO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3801714838(NAD 83)
 GO0274_MARKER: DS = TRIANGULATION STATION DISK
 GO0274_SETTING: 80 = SET IN A BOULDER
 GO0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0274+STABILITY: SURFACE MOTION
 GO0274
 GO0274  HISTORY     - Date     Condition        Report By
 GO0274  HISTORY     - 1955     MONUMENTED       USGS
 GO0274  HISTORY     - 1968     MARK NOT FOUND   USGS
 GO0274
 GO0274                          STATION DESCRIPTION
 GO0274
 GO0274'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0274'STATION MARK RESET IN DRILL HOLE AND
 GO0274'STAMPED---SLAG RESET 1955---.
 GO0274'
 GO0274'LOCATED ABOUT 13 MI SE. OF MANY FARMS, 8 MI NNE. OF CHINLE, 7 MI
 GO0274'E. OF CHINLE VALLEY STORE.  ON HIGHEST PART OF HIGHEST ISOLATED
 GO0274'TOP IN VICINITY.  TOP IS PARTIALLY WOODED, ABOUT 200 FT LONG, AND
 GO0274'COVERED WITH LOOSE ROCK FORMATION AND IS 70 FT W. OF EAST BREAK
 GO0274'IN CENTER OF RIDGE BETWEEN THREE TREES.
 GO0274'
 GO0274'TO REACH FROM CHINLE POST OFFICE, DRIVE 9.2 MI N. TO CHINLE
 GO0274'VALLEY STORE, CONTINUE N. 1.0 MI TO SECOND X-ING. ON CHINLE WASH,
 GO0274'CROSS SANDY WASH AND DRIVE ABOUT 4.0 MI SE. ALONG MAIN RD. TO
 GO0274'RIGHT (SEVERAL SMALL TOPS ARE VISIBLE ON LEFT ON UPGRADE).  TURN
 GO0274'RIGHT 3.0 MI S. TO HIGHEST PROMINENT SMALL TOP IN VICINITY.
 GO0274
 GO0274                          STATION RECOVERY (1968)
 GO0274
 GO0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0274'1968 RECOVERY FROM FORM 9-1165--STATION MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0451 ***********************************************************************
 FR0451  DESIGNATION -  SLATE
 FR0451  PID         -  FR0451
 FR0451  STATE/COUNTY-  AZ/YAVAPAI
 FR0451  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0451
 FR0451                         *CURRENT SURVEY CONTROL
 FR0451  ___________________________________________________________________
 FR0451* NAD 83(1992)-  35 14 29.77711(N)    113 12 09.21632(W)     ADJUSTED  
 FR0451* NAVD 88     -      1658.269  (meters)    5440.50   (feet)  POSTED    
 FR0451  ___________________________________________________________________
 FR0451  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 FR0451  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FR0451  DYNAMIC HT  -        1656.070 (meters)    5433.29  (feet)  COMP
 FR0451  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 FR0451
 FR0451  HORZ ORDER  -  SECOND
 FR0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0451
 FR0451.The horizontal coordinates were established by classical geodetic methods
 FR0451.and adjusted by the National Geodetic Survey in August 1993.
 FR0451
 FR0451.The orthometric height was determined by differential leveling
 FR0451.and adjusted by the  in 1992.
 FR0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0451.rate of 0.0 thru 1.0 mm/km.
 FR0451
 FR0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0451
 FR0451.The geoid height was determined by GEOID03.
 FR0451
 FR0451.The dynamic height is computed by dividing the NAVD 88
 FR0451.geopotential number by the normal gravity value computed on the
 FR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0451.degrees latitude (g = 980.6199 gals.).
 FR0451
 FR0451.The modeled gravity was interpolated from observed gravity values.
 FR0451
 FR0451;                    North         East     Units Scale Factor Converg.
 FR0451;SPC AZ C     -   471,133.714    96,327.621   MT  1.00006874   -0 44 31.5
 FR0451;SPC AZ C     - 1,545,714.28    316,035.50   iFT  1.00006874   -0 44 31.5
 FR0451;SPC AZ W     -   470,528.872   263,184.383   MT  0.99996392   +0 18 57.2
 FR0451;SPC AZ W     - 1,543,729.90    863,465.82   iFT  0.99996392   +0 18 57.2
 FR0451;UTM  12      - 3,902,060.052   299,588.676   MT  1.00009501   -1 16 16.9
 FR0451
 FR0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0451!SPC AZ C     -   0.99974388  x   1.00006874  =   0.99981260
 FR0451!SPC AZ W     -   0.99974388  x   0.99996392  =   0.99970781
 FR0451!UTM  12      -   0.99974388  x   1.00009501  =   0.99983887
 FR0451
 FR0451:                Primary Azimuth Mark                     Grid Az
 FR0451:SPC AZ C     -  SLATE AZ MK                              052 42 23.8
 FR0451:SPC AZ W     -  SLATE AZ MK                              051 38 55.1
 FR0451:UTM  12      -  SLATE AZ MK                              053 14 09.2
 FR0451
 FR0451|---------------------------------------------------------------------|
 FR0451| PID    Reference Object                     Distance      Geod. Az  |
 FR0451|                                                           dddmmss.s |
 FR0451| FR0454 SLATE AZ MK                                        0515752.3 |
 FR0451| FR0453 SLATE RM 1                            8.922 METERS 06050     |
 FR0451| FR0945 KA 6                                  9.440 METERS 23721     |
 FR0451|---------------------------------------------------------------------|
 FR0451
 FR0451                          SUPERSEDED SURVEY CONTROL
 FR0451
 FR0451  NAD 83(1986)-  35 14 29.77701(N)    113 12 09.21780(W) AD(       ) 2
 FR0451  NAD 27      -  35 14 29.75450(N)    113 12 06.50710(W) AD(       ) 2
 FR0451  NGVD 29 (??/??/92) 1657.367  (m)         5437.54   (f) ADJ UNCH    2 0
 FR0451
 FR0451.Superseded values are not recommended for survey control.
 FR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0451.See file dsdata.txt to determine how the superseded data were derived.
 FR0451
 FR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE9958902060(NAD 83)
 FR0451_MARKER: DE = TRAVERSE STATION DISK
 FR0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0451_STAMPING: SLATE 1961
 FR0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0451+STABILITY: SURFACE MOTION
 FR0451
 FR0451  HISTORY     - Date     Condition        Report By
 FR0451  HISTORY     - 1962     MONUMENTED       CGS
 FR0451  HISTORY     - 1962     GOOD             NGS
 FR0451  HISTORY     - 1971     GOOD             AZHD
 FR0451  HISTORY     - 1972     GOOD             AZHD
 FR0451
 FR0451                          STATION DESCRIPTION
 FR0451
 FR0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0451'STATION IS LOCATED ABOUT 51 MILES EAST OF KINGMAN, 19
 FR0451'MILES WEST-SOUTHWEST OF SELIGMAN AND ABOUT 0.1 MILE NORTH OF
 FR0451'SELIGMAN-KINGMAN DIRT ROAD.
 FR0451'
 FR0451'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 93
 FR0451'IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEAST ON STATE
 FR0451'ROUTE 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE SOUTHEAST
 FR0451'ON STATE ROUTE 93 FOR 1.4 MILES TO FORK, KEEP LEFT STRAIGHT
 FR0451'AHEAD FOR 0.1 MILE TO CROSSROAD AND SIGN HACKBERRY, TURN
 FR0451'LEFT AND GO NORTH ON HACKBERRY ROAD FOR 4.85 MILES TO A SIDE
 FR0451'ROAD RIGHT AND SIGN SILVER SPRINGS SUBDIVISION, TURN RIGHT AND
 FR0451'GO EASTERLY FOR 5.3 MILES TO A CATTLE GUARD, CONTINUE
 FR0451'EASTERLY ON BLADED ROAD FOR 7.1 MILES TO A GATE, CONTINUE
 FR0451'EAST FOR 0.2 MILE TO ANOTHER GATE, CONTINUE EASTERLY FOR 2.3
 FR0451'MILES TO A FORK, KEEP RIGHT FOLLOWING MAIN ROAD EASTERLY
 FR0451'FOR 1.0 MILE TO GATE, CONTINUE EASTERLY 0.8 MILE TO CATTLE
 FR0451'GUARD AND MILLERS RANCH HOUSE, FROM RANCH HOUSE GO SOUTH
 FR0451'THEN EASTERLY ON MAIN ROAD PASSING THROUGH TWO GATES
 FR0451'FOR 3.8 MILES TO RANCH HOUSE AND CORRALS ON RIGHT,
 FR0451'CONTINUE EASTERLY FOR 0.5 MILES TO GATE, CONTINUE
 FR0451'SOUTHEASTERLY ON MAIN ROAD FOR 1.2 MILES TO ANOTHER GATE,
 FR0451'CONTINUE ON MAIN ROAD SOUTHERLY AND EASTERLY FOR 1.1 MILE TO
 FR0451'REVERSE FORK AND SIGN DOBSON LIVESTOCK CO. FORK ROCK
 FR0451'RANCH, CONTINUE STRAIGHT AHEAD EASTERLY ON MAIN ROAD FOR
 FR0451'1.0 MILE TO RANCH BUILDINGS ON LEFT, CONTINUE EASTERLY ON
 FR0451'MAIN ROAD FOR 2.3 MILES TO A CATTLE GUARD, CONTINUE
 FR0451'EASTERLY ON MAIN ROAD FOR 0.4 MILES TO A WATER POND ON RIGHT,
 FR0451'CONTINUE EAST ON MAIN ROAD FOR 0.35 MILE TO A TRIANGLE BLAZED
 FR0451'TREE ON RIGHT, CONTINUE EASTERLY 4.45 MILES TO WHERE PIPELINE
 FR0451'CROSSES ROAD, TURN SHARP LEFT AND GO WESTERLY UP HILL ON
 FR0451'PIPELINE ROAD FOR 0.55 MILE TO STATION ON TOP OF HILL AS
 FR0451'DESCRIBED.
 FR0451'
 FR0451'STATION MARK, A STANDARD TRAVERSE DISK STAMPED SLATE 1961, IS
 FR0451'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH IS SET
 FR0451'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 20 FEET
 FR0451'SOUTH OF CENTER OF PIPELINE ROAD, 13 FEET NORTHWEST OF
 FR0451'PIPELINE PRESSURE GAUGE AND 4.8 FEET NORTHWEST OF THE
 FR0451'WITNESS POST.
 FR0451'
 FR0451'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SLATE NO 1
 FR0451'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0451'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 26
 FR0451'FEET EAST OF THE WITNESS POST, 20.2 FEET EAST-NORTHEAST OF A
 FR0451'PIPELINE PRESSURE GAUGE AND 20 FEET SOUTH OF CENTER OF PIPELINE
 FR0451'ROAD.
 FR0451'
 FR0451'KA NO 6 (AHD), IS A ARIZONA HIGHWAY DEPARTMENT TRAVERSE
 FR0451'STATION BRONZE DISK STAMPED KA NO 6 1960, IS SET IN THE TOP OF A
 FR0451'8 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 FR0451'SURFACE OF THE GROUND.  THE MARK IS 41.8 FEET WEST-NORTHWEST
 FR0451'OF A PIPELINE PRESSURE GAUGE, 34.2 FEET WEST OF THE WITNESS
 FR0451'POST AND 22 FEET SOUTH OF THE CENTER OF PIPELINE.
 FR0451'
 FR0451'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED SLATE 1961, IS
 FR0451'SET IN A DRILL HOLE IN TOP OF THE NORTH CURBING OF CATTLE
 FR0451'GUARD AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 FR0451'
 FR0451'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW PIPELINE ROAD
 FR0451'EAST FOR 0.55 MILE TO ROAD, CONTINUE EAST ON ROAD 0.65 MILE TO
 FR0451'CATTLE GUARD AND AZIMUTH MARK.
 FR0451'
 FR0451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0451
 FR0451                          STATION RECOVERY (1962)
 FR0451
 FR0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0451'21.4 MI W FROM SELIGMAN.
 FR0451'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0451'ITS STATION AT SELIGMAN, THENCE ABOUT 17.9 MILES WEST ALONG A GRAVEL
 FR0451'ROAD TO A PIPE LINE CROSSING, THENCE 0.5 MILE WEST ALONG THE PIPE LINE
 FR0451'TO THE TOP OF A HILL, 26 FEET SOUTH OF THE CENTER OF THE PIPE LINE, 31
 FR0451'FEET EAST OF KA NO. 6 A.H.D., WHICH WAS USED AS RM 2, 4.8 FEET
 FR0451'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FR0451'PIPE LINE, AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 FR0451'GROUND.
 FR0451
 FR0451                          STATION RECOVERY (1971)
 FR0451
 FR0451'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0451'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 FR0451'RECOVERED.  R.M. 1 HAS BEEN BADLY DISTURBED.  WITH THE ABOVE
 FR0451'EXCEPTION, THE USC AND GS 1961 DESCRIPTION IS ADEQUATE.
 FR0451
 FR0451                          STATION RECOVERY (1972)
 FR0451
 FR0451'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 FR0451'GENERAL LOCATION ABOUT 51 MILES EAST OF KINGMAN
 FR0451'
 FR0451'TO REACH AS DESCRIBED
 FR0451'
 FR0451'STATION MARK GOOD - AS DESCRIBED
 FR0451'
 FR0451'REFERENCE MARKS R.M. NO 1 HAS BEEN DISTURBED REFER TO MARK
 FR0451'MAINTENANCE ENGINEER FOR REPAIR BY CFM R.M. NO 2 - GOOD
 FR0451'
 FR0451'AZIMUTH MARK GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1998 ***********************************************************************
 CZ1998  DESIGNATION -  SLATE
 CZ1998  PID         -  CZ1998
 CZ1998  STATE/COUNTY-  AZ/PIMA
 CZ1998  USGS QUAD   -  QUEENS WELL (1989)
 CZ1998
 CZ1998                         *CURRENT SURVEY CONTROL
 CZ1998  ___________________________________________________________________
 CZ1998* NAD 83(1992)-  32 22 06.65261(N)    111 38 23.38223(W)     ADJUSTED  
 CZ1998* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 CZ1998  ___________________________________________________________________
 CZ1998  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CZ1998  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ1998  HORZ ORDER  -  THIRD
 CZ1998
 CZ1998.The horizontal coordinates were established by classical geodetic methods
 CZ1998.and adjusted by the National Geodetic Survey in August 1993.
 CZ1998
 CZ1998.The orthometric height was scaled from a topographic map.
 CZ1998
 CZ1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1998
 CZ1998.The geoid height was determined by GEOID03.
 CZ1998
 CZ1998;                    North         East     Units Scale Factor Converg.
 CZ1998;SPC AZ C     -   151,761.231   239,411.587   MT  0.99990837   +0 08 53.6
 CZ1998;SPC AZ C     -   497,904.30    785,471.09   iFT  0.99990837   +0 08 53.6
 CZ1998;UTM  12      - 3,581,463.882   439,807.219   MT  0.99964468   -0 20 33.2
 CZ1998
 CZ1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1998!SPC AZ C     -   0.99989649  x   0.99990837  =   0.99980487
 CZ1998!UTM  12      -   0.99989649  x   0.99964468  =   0.99954121
 CZ1998
 CZ1998|---------------------------------------------------------------------|
 CZ1998| PID    Reference Object                     Distance      Geod. Az  |
 CZ1998|                                                           dddmmss.s |
 CZ1998| CH5447 SLATE RM 1                            3.109 METERS 08002     |
 CZ1998| CH5446 SLATE AZ MK                                        3123431.6 |
 CZ1998| CH5448 SLATE RM 2                            3.926 METERS 34849     |
 CZ1998|---------------------------------------------------------------------|
 CZ1998
 CZ1998                          SUPERSEDED SURVEY CONTROL
 CZ1998
 CZ1998  NAD 83(1986)-  32 22 06.64706(N)    111 38 23.38201(W) AD(       ) 3
 CZ1998  NAD 27      -  32 22 06.39000(N)    111 38 20.94400(W) AD(       ) 3
 CZ1998
 CZ1998.Superseded values are not recommended for survey control.
 CZ1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1998.See file dsdata.txt to determine how the superseded data were derived.
 CZ1998
 CZ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA3980781464(NAD 83)
 CZ1998_MARKER: DS = TRIANGULATION STATION DISK
 CZ1998_SETTING: 80 = SET IN A BOULDER
 CZ1998_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1998
 CZ1998  HISTORY     - Date     Condition        Report By
 CZ1998  HISTORY     - 1936     MONUMENTED       CGS
 CZ1998
 CZ1998                          STATION DESCRIPTION
 CZ1998
 CZ1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1998'ON THE PAPAGO INDIAN RESERVATION ABOUT 22-1/2 MILES EAST OF
 CZ1998'SANTA ROSA INDIAN VILLAGE, 8 MILES WEST-SOUTHWEST OF SILVER
 CZ1998'BELL MINING CAMP, ABOUT 5 MILES WEST OF THE EAST BOUNDARY
 CZ1998'OF THE RESERVATION, IN T. 12 S., R. 7 E., ON THE ROUNDED SUMMIT
 CZ1998'OF THE MOST WESTERLY ONE OF A GROUP OF LOW HILLS LYING SOUTHWEST
 CZ1998'OF THE SILVER BELL RANGE, AT THE WEST END OF THE SUMMIT, ABOUT
 CZ1998'50 FEET WEST OF THE CENTER OF THE SUMMIT, IN A LARGE,
 CZ1998'RECTANGULAR BOULDER.  MARKED BY A STANDARD BRONZE DISK.
 CZ1998'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ1998'REFERENCE DISK IS 3.109 METERS (10.20 FEET) FROM
 CZ1998'STATION N 80 DEG 02 MIN E.  REFERENCE MARK NO. 2, A
 CZ1998'STANDARD AZIMUTH DISK IS IN A LARGE BOULDER AT
 CZ1998'WEST EDGE OF SUMMIT, 3.926 METERS (12.88 FEET) FROM
 CZ1998'STATION N 11 DEG 11 MIN W.  THE AZIMUTH MARK, A
 CZ1998'STANDARD REFERENCE DISK IS ON THE ROAD
 CZ1998'LEADING PAST THE FOOT OF THE HILL ON WHICH STATION IS
 CZ1998'LOCATED, AT POINT WHERE DIM TRACKS LEAVE ROAD EAST TO BASE
 CZ1998'OF HILL, 12 FEET WEST OF THE CENTER OF THE ROAD, AND 0.3
 CZ1998'MILE FROM STATION N 47 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1799 ***********************************************************************
 DU1799  DESIGNATION -  SLATE
 DU1799  PID         -  DU1799
 DU1799  STATE/COUNTY-  AZ/GILA
 DU1799  USGS QUAD   -  RENO PASS (1964)
 DU1799
 DU1799                         *CURRENT SURVEY CONTROL
 DU1799  ___________________________________________________________________
 DU1799* NAD 83(1992)-  33 57 07.90899(N)    111 24 10.65869(W)     ADJUSTED  
 DU1799* NAVD 88     -      1216.5    (meters)    3991.     (feet)  VERTCON   
 DU1799  ___________________________________________________________________
 DU1799  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DU1799  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DU1799  HORZ ORDER  -  SECOND
 DU1799
 DU1799.The horizontal coordinates were established by classical geodetic methods
 DU1799.and adjusted by the National Geodetic Survey in August 1993.
 DU1799
 DU1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1799
 DU1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1799
 DU1799.The geoid height was determined by GEOID03.
 DU1799
 DU1799;                    North         East     Units Scale Factor Converg.
 DU1799;SPC AZ E     -   328,040.573    99,089.361   MT  1.00006092   -0 41 26.0
 DU1799;SPC AZ E     - 1,076,248.60    325,096.33   iFT  1.00006092   -0 41 26.0
 DU1799;SPC AZ C     -   327,470.852   260,840.672   MT  0.99992778   +0 17 12.9
 DU1799;SPC AZ C     - 1,074,379.44    855,776.48   iFT  0.99992778   +0 17 12.9
 DU1799;UTM  12      - 3,756,928.816   462,766.500   MT  0.99961709   -0 13 30.2
 DU1799
 DU1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1799!SPC AZ E     -   0.99981330  x   1.00006092  =   0.99987421
 DU1799!SPC AZ C     -   0.99981330  x   0.99992778  =   0.99974109
 DU1799!UTM  12      -   0.99981330  x   0.99961709  =   0.99943046
 DU1799
 DU1799:                Primary Azimuth Mark                     Grid Az
 DU1799:SPC AZ E     -  TRANS                                    032 45 57.9
 DU1799:SPC AZ C     -  TRANS                                    031 47 19.0
 DU1799:UTM  12      -  TRANS                                    032 18 02.1
 DU1799
 DU1799|---------------------------------------------------------------------|
 DU1799| PID    Reference Object                     Distance      Geod. Az  |
 DU1799|                                                           dddmmss.s |
 DU1799| DU1801 TRANS                               APPROX. 4.8 KM 0320431.9 |
 DU1799| DU1826 SLATE RM 1                           14.293 METERS 08039     |
 DU1799| DU1824 P M 338 15                            9.109 METERS 12516     |
 DU1799| DU1825 SLATE RM 2                           27.845 METERS 28707     |
 DU1799|---------------------------------------------------------------------|
 DU1799
 DU1799                          SUPERSEDED SURVEY CONTROL
 DU1799
 DU1799  NAD 83(1986)-  33 57 07.90111(N)    111 24 10.66252(W) AD(       ) 2
 DU1799  NGVD 29 (07/10/87) 1215.8    (m)         3989.     (f) VERT ANG    3  
 DU1799
 DU1799.Superseded values are not recommended for survey control.
 DU1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1799.See file dsdata.txt to determine how the superseded data were derived.
 DU1799
 DU1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6276756929(NAD 83)
 DU1799_MARKER: DS = TRIANGULATION STATION DISK
 DU1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1799+STABILITY: SURFACE MOTION
 DU1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1799+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 DU1799
 DU1799  HISTORY     - Date     Condition        Report By
 DU1799  HISTORY     - 1981     MONUMENTED       AZDT
 DU1799  HISTORY     - 20080608 GOOD             GEOCAC
 DU1799
 DU1799                          STATION DESCRIPTION
 DU1799
 DU1799'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1799'THE STATION IS LOCATED 7 MILES NORTHEAST OF SUNFLOWER, 1.5 MILES
 DU1799'SOUTHEAST OF ARIZONA HIGHWAY 87 ALONG THE OLD MOUNT ORD TRAIL.
 DU1799'
 DU1799'THE STATION MARK IS AN AZDT DISK STAMPED---SLATE 1981---SET IN
 DU1799'TOP OF A 10 INCH CONCRETE MONUMET.
 DU1799'
 DU1799'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SLATE RM 1 1981---SET
 DU1799'IN TOP OF A CONCRETE MONUMENT.
 DU1799'
 DU1799'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SLATE RM 2 1981---SET
 DU1799'IN TOP OF A CONCRETE MONUMENT.
 DU1799'
 DU1799'ALSO USED AS A REFERENCE MARK IS A ARIZONA HIGHWAY DEPARTMENT DISK
 DU1799'STAMPED---P+M 338-15 1964---SET IN TOP OF A 8 INCH CONCRETE MONUMENT.
 DU1799'
 DU1799'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST FOR
 DU1799'200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6
 DU1799'MILE TO STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH 21.8 MILES ALONG
 DU1799'STATE ROUTE 87   TO MOUNT ORD ROAD ON THE LEFT JUST BEFORE REACHING
 DU1799'SLATE CREEK AT MILE POST 227.75.  TURN LEFT AND FOLLOW TRAIL ROAD FOR
 DU1799'1.85 MILES TO THE STATION ON THE LEFT.
 DU1799
 DU1799                          STATION RECOVERY (2008)
 DU1799
 DU1799'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1799'NOTE-THE ROAD IS VERY ROUGH AND WASHED OUT, FOUR WHEEL DRIVE
 DU1799'RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0454 ***********************************************************************
 FR0454  DESIGNATION -  SLATE AZ MK
 FR0454  PID         -  FR0454
 FR0454  STATE/COUNTY-  AZ/YAVAPAI
 FR0454  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0454
 FR0454                         *CURRENT SURVEY CONTROL
 FR0454  ___________________________________________________________________
 FR0454* NAD 83(1986)-  35 15 05.     (N)    113 11 13.     (W)     SCALED    
 FR0454* NAVD 88     -      1614.837  (meters)    5298.01   (feet)  POSTED    
 FR0454  ___________________________________________________________________
 FR0454  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FR0454  DYNAMIC HT  -        1612.700 (meters)    5291.00  (feet)  COMP
 FR0454  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 FR0454
 FR0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0454
 FR0454.The horizontal coordinates were scaled from a topographic map and have
 FR0454.an estimated accuracy of +/- 6 seconds.
 FR0454
 FR0454.The orthometric height was determined by differential leveling
 FR0454.and adjusted by the  in 1992.
 FR0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0454.rate of 0.0 thru 1.0 mm/km.
 FR0454
 FR0454.The geoid height was determined by GEOID03.
 FR0454
 FR0454.The dynamic height is computed by dividing the NAVD 88
 FR0454.geopotential number by the normal gravity value computed on the
 FR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0454.degrees latitude (g = 980.6199 gals.).
 FR0454
 FR0454.The modeled gravity was interpolated from observed gravity values.
 FR0454
 FR0454;                    North         East    Units  Estimated Accuracy
 FR0454;SPC AZ C     -   472,200.       97,760.      MT  (+/- 180 meters Scaled)
 FR0454
 FR0454                          SUPERSEDED SURVEY CONTROL
 FR0454
 FR0454  NGVD 29 (??/??/92) 1613.936  (m)         5295.06   (f) ADJ UNCH    2 0
 FR0454
 FR0454.Superseded values are not recommended for survey control.
 FR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0454.See file dsdata.txt to determine how the superseded data were derived.
 FR0454
 FR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE010031(NAD 83)
 FR0454_MARKER: DZ = AZIMUTH MARK DISK
 FR0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0454_SP_SET: CATTLE GUARD
 FR0454_STAMPING: SLATE 1961
 FR0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0454
 FR0454  HISTORY     - Date     Condition        Report By
 FR0454  HISTORY     - 1961     MONUMENTED       CGS
 FR0454  HISTORY     - 1962     GOOD             NGS
 FR0454  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0454
 FR0454                          STATION DESCRIPTION
 FR0454
 FR0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0454'20.3 MI W FROM SELIGMAN.
 FR0454'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0454'STATION AT SELIGMAN, THENCE 17.3 MILES WEST ALONG A GRAVEL AND DIRT
 FR0454'ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CATTLE
 FR0454'GUARD, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 FR0454
 FR0454                          STATION RECOVERY (1975)
 FR0454
 FR0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0678 ***********************************************************************
 FQ0678  DESIGNATION -  SLATE MTN
 FQ0678  PID         -  FQ0678
 FQ0678  STATE/COUNTY-  AZ/COCONINO
 FQ0678  USGS QUAD   -  KENDRICK PEAK (1966)
 FQ0678
 FQ0678                         *CURRENT SURVEY CONTROL
 FQ0678  ___________________________________________________________________
 FQ0678* NAD 83(1992)-  35 29 39.54952(N)    111 50 33.63197(W)     ADJUSTED  
 FQ0678* NAVD 88     -      2505.1    (meters)    8219.     (feet)  VERTCON   
 FQ0678  ___________________________________________________________________
 FQ0678  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 FQ0678  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 FQ0678  HORZ ORDER  -  SECOND
 FQ0678
 FQ0678.The horizontal coordinates were established by classical geodetic methods
 FQ0678.and adjusted by the National Geodetic Survey in August 1993.
 FQ0678
 FQ0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0678
 FQ0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0678
 FQ0678.The geoid height was determined by GEOID03.
 FQ0678
 FQ0678;                    North         East     Units Scale Factor Converg.
 FQ0678;SPC AZ C     -   498,413.559   220,072.971   MT  0.99990056   +0 02 34.7
 FQ0678;SPC AZ C     - 1,635,215.09    722,024.18   iFT  0.99990056   +0 02 34.7
 FQ0678;UTM  12      - 3,928,189.793   423,568.857   MT  0.99967199   -0 29 21.5
 FQ0678
 FQ0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0678!SPC AZ C     -   0.99961054  x   0.99990056  =   0.99951114
 FQ0678!UTM  12      -   0.99961054  x   0.99967199  =   0.99928266
 FQ0678
 FQ0678|---------------------------------------------------------------------|
 FQ0678| PID    Reference Object                     Distance      Geod. Az  |
 FQ0678|                                                           dddmmss.s |
 FQ0678| CH3381 SLATE MT RM 2                         8.909 METERS 06051     |
 FQ0678| CH3380 SLATE MT RM 1                        12.408 METERS 29512     |
 FQ0678| FQ0709 EBERT                               APPROX.17.2 KM 3221113.5 |
 FQ0678|---------------------------------------------------------------------|
 FQ0678
 FQ0678                          SUPERSEDED SURVEY CONTROL
 FQ0678
 FQ0678  NAD 83(1986)-  35 29 39.54736(N)    111 50 33.62708(W) AD(       ) 2
 FQ0678  NAD 27      -  35 29 39.54705(N)    111 50 31.05921(W) AD(       ) 2
 FQ0678  NGVD 29 (07/19/86) 2504.1    (m)         8216.     (f) VERT ANG    3  
 FQ0678
 FQ0678.Superseded values are not recommended for survey control.
 FQ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0678.See file dsdata.txt to determine how the superseded data were derived.
 FQ0678
 FQ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2356928190(NAD 83)
 FQ0678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FQ0678_SETTING: 80 = SET IN A BOULDER
 FQ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0678+STABILITY: SURFACE MOTION
 FQ0678
 FQ0678  HISTORY     - Date     Condition        Report By
 FQ0678  HISTORY     - 1959     MONUMENTED       USGS
 FQ0678  HISTORY     - 1965     GOOD             USGS
 FQ0678  HISTORY     - 1976     GOOD             USGS
 FQ0678
 FQ0678                          STATION DESCRIPTION
 FQ0678
 FQ0678'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0678'RECOVERED IN GOOD CONDITION.
 FQ0678'
 FQ0678'TO REACH FROM FLAGSTAFF POST OFFICE, DRIVE 26.3 MI N. ALONG U.S.
 FQ0678'HWY. 180 TO T-RD. W.  TURN LEFT AND FOLLOW MAIN-TRAVELED RD. 1.9
 FQ0678'MI W. TO T-RD. N. AND SIGN (SLATE MTN).  TURN RIGHT AND FOLLOW RD.
 FQ0678'1.5 MI TO END OF RD. AND END OF TRUCK TRAVEL, ON HIGHEST POINT OF
 FQ0678'TOP.  ABOUT A 3-MINUTE WALK.
 FQ0678
 FQ0678                          STATION RECOVERY (1976)
 FQ0678
 FQ0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (TT)
 FQ0678'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF WILLIAMS, 23.5
 FQ0678'MILES NORTH-NORTHWEST OF FLAGSTAFF, 19.5 MILES EAST SOUTHEAST OF
 FQ0678'VALLE AIRPORT, ON HIGHEST POINT OF PROMINENT, TIMBERED,
 FQ0678'CONICAL-SHAPED HILL.
 FQ0678'
 FQ0678'THE STATION IS A STANDARD USGS DISK STAMPED SLATE MTN. 1959
 FQ0678'CEMENTED IN SHALE ROCK.
 FQ0678'
 FQ0678'REFERENCE MARK 2 IS A COPPER NAIL AND WASHER IN A TREE.
 FQ0678'FROM STATION TO THE RM IS N 60 DEG 57 MIN E.
 FQ0678'
 FQ0678'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER IN A TREE.
 FQ0678'FROM STATION TO RM IS N 65 DEG 68 MIN W.
 FQ0678'
 FQ0678'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND 180 IN
 FQ0678'FLAGSTAFF, TRAVEL NORTH ON U.S. 180 FOR 27.20 MILES TO MILE POST
 FQ0678'242.50 AND JUNCTION WITH FOREST SERVICE RD. 191, TURN LEFT (WEST)
 FQ0678'ON F.S. RD. 191 AND GO 1.45 MILES TO A Y ROAD, TAKE RIGHT FORK AND
 FQ0678'GO 0.05 MILE TO A TRACK ROAD ON THE RIGHT, CONTINUE FOR 0.05 MILE
 FQ0678'TO A SIGN PRIMITIVE RD. AND A RIGHT FORK.  TAKE PRIMITIVE ROAD
 FQ0678'FOR 1.90 MILES TO A SADDLE AND A TURN-AROUNA FALLEN TREE BLOCKS
 FQ0678'THE ROAD ABOUT 200 FEET AHEAD.  PACK UP ROAD FOR 15 MINUTES
 FQ0678'TO TOP OF HILL AND STATION ON HIGHEST POINT OF HILL.
 FQ0678'
 FQ0678'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0453 ***********************************************************************
 FR0453  DESIGNATION -  SLATE RM 1
 FR0453  PID         -  FR0453
 FR0453  STATE/COUNTY-  AZ/YAVAPAI
 FR0453  USGS QUAD   -  CROSS MOUNTAIN (1973)
 FR0453
 FR0453                         *CURRENT SURVEY CONTROL
 FR0453  ___________________________________________________________________
 FR0453* NAD 83(1986)-  35 14 29.     (N)    113 12 09.     (W)     SCALED    
 FR0453* NAVD 88     -      1658.248  (meters)    5440.44   (feet)  POSTED    
 FR0453  ___________________________________________________________________
 FR0453  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FR0453  DYNAMIC HT  -        1656.050 (meters)    5433.22  (feet)  COMP
 FR0453  MODELED GRAV-     979,251.3   (mgal)                       NAVD 88
 FR0453
 FR0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0453
 FR0453.The horizontal coordinates were scaled from a topographic map and have
 FR0453.an estimated accuracy of +/- 6 seconds.
 FR0453
 FR0453.The orthometric height was determined by differential leveling
 FR0453.and adjusted by the  in 1992.
 FR0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0453.rate of 0.0 thru 1.0 mm/km.
 FR0453
 FR0453.The geoid height was determined by GEOID03.
 FR0453
 FR0453.The dynamic height is computed by dividing the NAVD 88
 FR0453.geopotential number by the normal gravity value computed on the
 FR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0453.degrees latitude (g = 980.6199 gals.).
 FR0453
 FR0453.The modeled gravity was interpolated from observed gravity values.
 FR0453
 FR0453;                    North         East    Units  Estimated Accuracy
 FR0453;SPC AZ C     -   471,110.       96,330.      MT  (+/- 180 meters Scaled)
 FR0453
 FR0453                          SUPERSEDED SURVEY CONTROL
 FR0453
 FR0453  NGVD 29 (??/??/92) 1657.346  (m)         5437.48   (f) ADJ UNCH    2 0
 FR0453
 FR0453.Superseded values are not recommended for survey control.
 FR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0453.See file dsdata.txt to determine how the superseded data were derived.
 FR0453
 FR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE995020(NAD 83)
 FR0453_MARKER: DR = REFERENCE MARK DISK
 FR0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0453_STAMPING: SLATE NO 1 1961
 FR0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0453+STABILITY: SURFACE MOTION
 FR0453
 FR0453  HISTORY     - Date     Condition        Report By
 FR0453  HISTORY     - 1961     MONUMENTED       CGS
 FR0453  HISTORY     - 1962     GOOD             NGS
 FR0453  HISTORY     - 1972     POOR             AZHD
 FR0453
 FR0453                          STATION DESCRIPTION
 FR0453
 FR0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0453'21.4 MI W FROM SELIGMAN.
 FR0453'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0453'STATION AT SELIGMAN, THENCE ABOUT 17.9 MILES WEST ALONG A GRAVEL ROAD
 FR0453'TO A PIPE LINE CROSSING, THENCE 0.5 MILE WEST ALONG THE PIPE LINE TO
 FR0453'THE TOP OF A HILL, 26 FEET SOUTH OF THE CENTER OF THE PIPE LINE, 29.2
 FR0453'FEET WEST OF TRAVERSE STATION SLATE, 26 FEET EAST OF A METAL WITNESS
 FR0453'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FR0453
 FR0453                          STATION RECOVERY (1972)
 FR0453
 FR0453'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FR0453'MARK HAS BEEN BADLY DISTURBED AND NEEDS FIXING
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6869 ***********************************************************************
 DH6869  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6869  DESIGNATION -  SLEEP
 DH6869  PID         -  DH6869
 DH6869  STATE/COUNTY-  AZ/GILA
 DH6869  USGS QUAD   -  INSPIRATION (1982)
 DH6869
 DH6869                         *CURRENT SURVEY CONTROL
 DH6869  ___________________________________________________________________
 DH6869* NAD 83(2007)-  33 28 05.31102(N)    110 53 05.81193(W)     ADJUSTED  
 DH6869* NAVD 88     -      1148.76   (meters)    3768.9    (feet)  GPS OBS   
 DH6869  ___________________________________________________________________
 DH6869  EPOCH DATE  -        2007.00
 DH6869  X           -  -1,899,019.613 (meters)                     COMP
 DH6869  Y           -  -4,976,963.691 (meters)                     COMP
 DH6869  Z           -   3,498,005.596 (meters)                     COMP
 DH6869  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DH6869  ELLIP HEIGHT-        1121.296 (meters)          (02/10/07) ADJUSTED
 DH6869  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DH6869
 DH6869  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6869  Type    PID    Designation                      North   East  Ellip
 DH6869  -------------------------------------------------------------------
 DH6869  NETWORK DH6869 SLEEP                             0.39   0.35   1.29
 DH6869  -------------------------------------------------------------------
 DH6869
 DH6869.The horizontal coordinates were established by GPS observations
 DH6869.and adjusted by the National Geodetic Survey in February 2007.
 DH6869
 DH6869.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6869.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6869.The horizontal coordinates are valid at the epoch date displayed above.
 DH6869.The epoch date for horizontal control is a decimal equivalence
 DH6869.of Year/Month/Day.
 DH6869
 DH6869.The orthometric height was determined by GPS observations and a
 DH6869.high-resolution geoid model.
 DH6869.The orthometric height was determined by GPS observations and a
 DH6869.high-resolution geoid model using precise GPS observation and
 DH6869.processing techniques.
 DH6869
 DH6869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6869
 DH6869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6869
 DH6869.The ellipsoidal height was determined by GPS observations
 DH6869.and is referenced to NAD 83.
 DH6869
 DH6869.The geoid height was determined by GEOID03.
 DH6869
 DH6869;                    North         East     Units Scale Factor Converg.
 DH6869;SPC AZ E     -   273,898.123   146,597.041   MT  0.99995493   -0 23 46.1
 DH6869;SPC AZ E     -   898,615.89    480,961.42   iFT  0.99995493   -0 23 46.1
 DH6869;UTM  12      - 3,703,193.078   510,690.586   MT  0.99960141   +0 03 48.4
 DH6869
 DH6869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6869!SPC AZ E     -   0.99982400  x   0.99995493  =   0.99977893
 DH6869!UTM  12      -   0.99982400  x   0.99960141  =   0.99942548
 DH6869
 DH6869                          SUPERSEDED SURVEY CONTROL
 DH6869
 DH6869  NAD 83(1992)-  33 28 05.31086(N)    110 53 05.81164(W) AD(       ) B
 DH6869  ELLIP H (08/22/05) 1121.307  (m)                       GP(       ) 4 2
 DH6869
 DH6869.Superseded values are not recommended for survey control.
 DH6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6869.See file dsdata.txt to determine how the superseded data were derived.
 DH6869
 DH6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1069103193(NAD 83)
 DH6869_MARKER: DD = SURVEY DISK
 DH6869_SETTING: 66 = SET IN ROCK OUTCROP
 DH6869_STAMPING: SLEEP 2004
 DH6869_MARK LOGO: AZ-007
 DH6869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6869+STABILITY: POSITION/ELEVATION WELL
 DH6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6869+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH6869
 DH6869  HISTORY     - Date     Condition        Report By
 DH6869  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6869  HISTORY     - 20051004 GOOD             AZ-007
 DH6869
 DH6869                          STATION DESCRIPTION
 DH6869
 DH6869'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6869'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE,AZ. TRAVEL
 DH6869'NORTH ON SR-188 5.0 MILES TO MP 220. CONTINUE 250FT PAST MP 220 TO
 DH6869'PAVED ROAD INTO WASH ON LEFT (WEST). TAKE ROAD INTO WASH 500 FEET TO
 DH6869'END OF PAVING AND CATTEL GUARD. TAKE FOREST SERVICE (FS) ROAD 225.
 DH6869'TAKE FS 225 1.85 MILES, PASSING WINDMILL 300 FT SOUT OF ROAD AT 0.60
 DH6869'MILES CROSSING CATTLEGUARD AT 1.0 MILES, TAKING LEFT 'Y' AT 1.80 MILES
 DH6869'TO 'T' WHERE FS 225 AND FS 1029 INTERSECT. TURN LEFT (SOUTH) AT 'T'
 DH6869'AND TRAVEL 300 FT TO GATE AT OLD CORRALS. CONTINUE THROUGH GATE AND
 DH6869'ENTER WASH. TRAVEL UP BOTTOM OF WASH 0.70 MILES TO WHERE ROAD LEAVES
 DH6869'WASH TO LEFT AND CLIMBS BANK/HILL. CLIMB HILL 0.10 MILES TO MONUMENT
 DH6869'ON RIGHT (WESTERLY) SIDE OF ROAD. MONUMENT IS APPROX 20 FEET WEST OF
 DH6869'ROAD.
 DH6869
 DH6869                          STATION RECOVERY (2005)
 DH6869
 DH6869'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1120 ***********************************************************************
 CY1120  DESIGNATION -  SLICK
 CY1120  PID         -  CY1120
 CY1120  STATE/COUNTY-  AZ/GRAHAM
 CY1120  USGS QUAD   -  ASH PEAK (1986)
 CY1120
 CY1120                         *CURRENT SURVEY CONTROL
 CY1120  ___________________________________________________________________
 CY1120* NAD 83(1992)-  32 45 11.50001(N)    109 21 32.15211(W)     ADJUSTED  
 CY1120* NAVD 88     -      1235.4    (meters)    4053.     (feet)  VERTCON   
 CY1120  ___________________________________________________________________
 CY1120  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 CY1120  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CY1120  HORZ ORDER  -  SECOND
 CY1120
 CY1120.The horizontal coordinates were established by classical geodetic methods
 CY1120.and adjusted by the National Geodetic Survey in August 1993.
 CY1120
 CY1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1120
 CY1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1120
 CY1120.The geoid height was determined by GEOID03.
 CY1120
 CY1120;                    North         East     Units Scale Factor Converg.
 CY1120;SPC AZ E     -   194,671.639   289,048.422   MT  0.99997062   +0 26 13.3
 CY1120;SPC AZ E     -   638,686.48    948,321.59   iFT  0.99997062   +0 26 13.3
 CY1120;UTM  12      - 3,625,117.940   653,735.992   MT  0.99989143   +0 53 16.9
 CY1120
 CY1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1120!SPC AZ E     -   0.99981020  x   0.99997062  =   0.99978083
 CY1120!UTM  12      -   0.99981020  x   0.99989143  =   0.99970165
 CY1120
 CY1120|---------------------------------------------------------------------|
 CY1120| PID    Reference Object                     Distance      Geod. Az  |
 CY1120|                                                           dddmmss.s |
 CY1120| CC8262 SLICK RM 1                           12.145 METERS 10001     |
 CY1120| CY1104 SETH                                APPROX. 4.2 KM 2612821.8 |
 CY1120| CC8263 SLICK RM 2                           12.043 METERS 28004     |
 CY1120|---------------------------------------------------------------------|
 CY1120
 CY1120                          SUPERSEDED SURVEY CONTROL
 CY1120
 CY1120  NAD 83(1986)-  32 45 11.49532(N)    109 21 32.14871(W) AD(       ) 2
 CY1120  NAD 27      -  32 45 11.25203(N)    109 21 29.90194(W) AD(       ) 2
 CY1120  NGVD 29 (07/19/86) 1234.7    (m)         4051.     (f) VERT ANG    3  
 CY1120
 CY1120.Superseded values are not recommended for survey control.
 CY1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1120.See file dsdata.txt to determine how the superseded data were derived.
 CY1120
 CY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5373625118(NAD 83)
 CY1120_MARKER: DD = SURVEY DISK
 CY1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1120
 CY1120  HISTORY     - Date     Condition        Report By
 CY1120  HISTORY     - 1976     MONUMENTED       AZDT
 CY1120
 CY1120                          STATION DESCRIPTION
 CY1120
 CY1120'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1120'THE STATION IS ABOUT 21 MILES EAST SOUTHEAST OF SAFFORD IN THE
 CY1120'SOUTH R/W OF U.S. HWY. 70.
 CY1120'
 CY1120'THE STATION IS AN ADOT HYW. DIVISION DISK STAMPED SLICK 1976
 CY1120'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE DISK
 CY1120'IS 95 FEET SOUTH OF HWY. CENTERLINE JUST NORTH OF R/W FENCE AND
 CY1120'IS MARKED BY A WITNESS POST AND SIGN 3 FEET SOUTH.
 CY1120'
 CY1120'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED SLICK
 CY1120'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT INSIDE
 CY1120'SOUTH R/W FENCE.
 CY1120'
 CY1120'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED SLICK
 CY1120'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1120'INSIDE SOUTH R/W FENCE.
 CY1120'
 CY1120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND
 CY1120'70, 10 MILES EAST OF SAFFORD, DRIVE SOUTHEAST ON U.S. HWY. 70
 CY1120'TO MILE POST 361.24 AND STATION IN RIGHT (SOUTH) R/W.
 CY1120'
 CY1120'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0127 ***********************************************************************
 FR0127  DESIGNATION -  SLO
 FR0127  PID         -  FR0127
 FR0127  STATE/COUNTY-  AZ/COCONINO
 FR0127  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0127
 FR0127                         *CURRENT SURVEY CONTROL
 FR0127  ___________________________________________________________________
 FR0127* NAD 83(1992)-  35 12 59.54002(N)    112 20 46.39874(W)     ADJUSTED  
 FR0127* NAVD 88     -      1914.431  (meters)    6280.93   (feet)  ADJUSTED  
 FR0127  ___________________________________________________________________
 FR0127  LAPLACE CORR-           8.50  (seconds)                    DEFLEC99
 FR0127  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 FR0127  DYNAMIC HT  -        1911.803 (meters)    6272.31  (feet)  COMP
 FR0127  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 FR0127
 FR0127  HORZ ORDER  -  SECOND
 FR0127  VERT ORDER  -  SECOND    CLASS 0
 FR0127
 FR0127.The horizontal coordinates were established by classical geodetic methods
 FR0127.and adjusted by the National Geodetic Survey in August 1993.
 FR0127
 FR0127.The orthometric height was determined by differential leveling
 FR0127.and adjusted in June 1991.
 FR0127
 FR0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0127
 FR0127.The geoid height was determined by GEOID03.
 FR0127
 FR0127.The dynamic height is computed by dividing the NAVD 88
 FR0127.geopotential number by the normal gravity value computed on the
 FR0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0127.degrees latitude (g = 980.6199 gals.).
 FR0127
 FR0127.The modeled gravity was interpolated from observed gravity values.
 FR0127
 FR0127;                    North         East     Units Scale Factor Converg.
 FR0127;SPC AZ C     -   467,679.729   174,254.062   MT  0.99991884   -0 14 51.8
 FR0127;SPC AZ C     - 1,534,382.31    571,699.68   iFT  0.99991884   -0 14 51.8
 FR0127;UTM  12      - 3,897,886.989   377,475.718   MT  0.99978501   -0 46 35.1
 FR0127
 FR0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0127!SPC AZ C     -   0.99970343  x   0.99991884  =   0.99962229
 FR0127!UTM  12      -   0.99970343  x   0.99978501  =   0.99948850
 FR0127
 FR0127|---------------------------------------------------------------------|
 FR0127| PID    Reference Object                     Distance      Geod. Az  |
 FR0127|                                                           dddmmss.s |
 FR0127| FR0126 SLO RM 1                              4.926 METERS 12430     |
 FR0127| FR0125 SLO RM 2                              3.740 METERS 20530     |
 FR0127| FR0792 CIRCLE                              APPROX. 2.8 KM 2574443.2 |
 FR0127|---------------------------------------------------------------------|
 FR0127
 FR0127                          SUPERSEDED SURVEY CONTROL
 FR0127
 FR0127  NAD 83(1986)-  35 12 59.53827(N)    112 20 46.39576(W) AD(       ) 2
 FR0127  NAD 27      -  35 12 59.49750(N)    112 20 43.75750(W) AD(       ) 2
 FR0127  NGVD 29 (??/??/92) 1913.497  (m)         6277.86   (f) ADJ UNCH    2 0
 FR0127
 FR0127.Superseded values are not recommended for survey control.
 FR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0127.See file dsdata.txt to determine how the superseded data were derived.
 FR0127
 FR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7747697887(NAD 83)
 FR0127_MARKER: DS = TRIANGULATION STATION DISK
 FR0127_SETTING: 66 = SET IN ROCK OUTCROP
 FR0127_SP_SET: BEDROCK
 FR0127_STAMPING: SLO 1958
 FR0127_MARK LOGO: CGS   
 FR0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0127+STABILITY: POSITION/ELEVATION WELL
 FR0127
 FR0127  HISTORY     - Date     Condition        Report By
 FR0127  HISTORY     - 1958     MONUMENTED       CGS
 FR0127  HISTORY     - 1958     GOOD             CGS
 FR0127  HISTORY     - 1974     GOOD             USGS
 FR0127  HISTORY     - 1980     GOOD             AZDT
 FR0127  HISTORY     - 1982     GOOD             NGS
 FR0127
 FR0127                          STATION DESCRIPTION
 FR0127
 FR0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0127'THE STATION IS LOCATED ON THE NORTH SLOPE OF A HILL SURROUNDED BY
 FR0127'SCRUB JUNIPER AND NEAR THE WEST EDGE OF A ROCK LEDGE.  IT IS ABOUT
 FR0127'9 MILES AIRLINE SOUTHWEST OF WILLIAMS, 8 MILES AIRLINE EAST OF ASH
 FR0127'FORK AND ABOUT 600 FEET SOUTH OF U.S. HIGHWAY 66.
 FR0127'
 FR0127'TO REACH THE STATION FROM THE AT AND SF RAILROAD DEPOT IN WILLIAMS,
 FR0127'GO WEST ON U.S. HIGHWAY 66 FOR 6.2 MILES TO A CONCRETE DAM AND
 FR0127'SMALL LAKE ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 3.5
 FR0127'MILES TO HIGHWAY MILE POST 173 ON THE SOUTH SIDE OF THE HIGHWAY
 FR0127'(THIS IS JUST AFTER CROSSING A LARGE HIGHWAY FILL) AND THE END OF
 FR0127'TRUCK TRAVEL.  FROM MILE POST 173 CLIMB THE STEEP BANK ON THE
 FR0127'SOUTH SIDE OF THE HIGHWAY AND FOLLOW THE FENCELINE WEST FOR
 FR0127'ABOUT 300 FEET, TURN LEFT, SOUTH, CROSS THE FENCE AND PACK
 FR0127'SOUTH FOR ABOUT 500 FEET TO THE STATION.
 FR0127'
 FR0127'THE STATION MARK, STAMPED SLO 1958, IS A STANDARD DISK CEMENTED IN
 FR0127'A DRILL HOLE IN BEDROCK AND IS 4 FEET SOUTH OF A WITNESS SIGN
 FR0127'POST.
 FR0127'
 FR0127'REFERENCE MARK NO. 1, STAMPED SLO NO 1 1958, IS A STANDARD DISK
 FR0127'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES AND
 FR0127'IS ABOUT 2 FEET HIGHER THAN THE STATION.
 FR0127'
 FR0127'REFERENCE MARK NO. 2, STAMPED SLO NO 2 1958, IS A STANDARD DISK
 FR0127'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 FR0127'IT IS 17 FEET SOUTH OF A WITNESS SIGN POST AND ABOUT 18 INCHES
 FR0127'HIGHER THAN THE STATION.
 FR0127
 FR0127                          STATION RECOVERY (1958)
 FR0127
 FR0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0127'8.0 MI E FROM ASHFORK.
 FR0127'ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE 7.9 MILES EAST
 FR0127'ALONG U.S. HIGHWAY 66 TO MILEPOST 173 ON THE SOUTH SIDE OF THE HIGHWAY
 FR0127'AND THE END OF TRUCK TRAVEL, FROM MILEPOST 173 CLIMB THE STEEP BANK ON
 FR0127'THE SOUTH SIDE OF THE HIGHWAY AND FOLLOW A FENCELINE WEST FOR ABOUT
 FR0127'300 FEET, THENCE SOUTH ACROSS THE FENCE FOR ABOUT 500 FEET TO THE
 FR0127'MARK.  IT IS 4 FEET SOUTH OF A WITNESS POST SIGN AND CEMENTED IN A
 FR0127'DRILL HOLE IN BEDROCK.
 FR0127
 FR0127                          STATION RECOVERY (1974)
 FR0127
 FR0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DDS)
 FR0127'8.1 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 66
 FR0127'FROM THE POST OFFICE IN ASH FORK TO A POINT 0.3 MILE WEST OF
 FR0127'MILE POST 154 (THIS POINT IS ALSO 9.7 MILES WEST FROM THE RAILROAD
 FR0127'DEPOT IN WILLIAMS).  THENCE 600 FT. SOUTH OF THE HIGHWAY ON A
 FR0127'NORTH SLOPE, NEAR THE WEST EDGE OF A ROCK LEDGE, 4 FT. SOUTH OF
 FR0127'A WITNESS POST AND CEMENTED IN A DRILL HOLE IN A BEDROCK.  A
 FR0127'STANDARD C AND GS TABLET STAMPED SLO 1958.
 FR0127'
 FR0127'SLO RM 1 1958, 8.1 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND
 FR0127'U.S. HIGHWAY 66 FROM THE POST OFFICE IN ASH FORK TO A POINT 0.3
 FR0127'MILE WEST OF MILE POST 154 (THIS POINT IS ALSO 9.7 MILES WEST FROM
 FR0127'THE RAILROAD DEPOT IN WILLIAMS), THENCE 600 FT. SOUTH OF THE
 FR0127'HIGHWAY ON A NORTH SLOPE, NEAR THE WEST EDGE OF A ROCK LEDGE, IN
 FR0127'A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES, 16.16 FT.
 FR0127'SOUTHEAST OF TRIANGULATION STATION SLO, A STANDARD C AND GS RM
 FR0127'TABLET STAMPED SLO RM 1 1958.
 FR0127'
 FR0127'SLO RM 2 1958, 8.1 MILES EAST ALONG INTERSTATE HIGHWAY 40 AND
 FR0127'U.S. HIGHWAY 66 FROM THE POST OFFICE IN ASH FORK TO A POINT 0.3
 FR0127'MILE WEST OF MILE POST 154 (THIS POINT IS ALSO 9.7 MILES WEST
 FR0127'FROM THE RAILROAD DEPOT IN WILLIAMS), THENCE 600 FT. SOUTH OF
 FR0127'THE HIGHWAY ON A NORTH SLOPE, NEAR THE WEST EDGE OF A ROCK LEDGE,
 FR0127'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES, 12.27 FT.
 FR0127'SOUTHWEST OF TRIANGULATION STATION SLO, 17 FT. SOUTH OF A
 FR0127'WITNESS POST SIGN, A STANDARD C AND GS RM TABLET STAMPED SLO
 FR0127'RM 2 1958.
 FR0127
 FR0127                          STATION RECOVERY (1980)
 FR0127
 FR0127'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0127'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FR0127'CONDITION AS DESCRIBED.  THE ROUTE TO THE STATION REMAINS UNCHANGED.
 FR0127
 FR0127                          STATION RECOVERY (1982)
 FR0127
 FR0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0127'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0126 ***********************************************************************
 FR0126  DESIGNATION -  SLO RM 1
 FR0126  PID         -  FR0126
 FR0126  STATE/COUNTY-  AZ/COCONINO
 FR0126  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0126
 FR0126                         *CURRENT SURVEY CONTROL
 FR0126  ___________________________________________________________________
 FR0126* NAD 83(1986)-  35 12 59.     (N)    112 20 46.     (W)     SCALED    
 FR0126* NAVD 88     -      1915.187  (meters)    6283.41   (feet)  ADJUSTED  
 FR0126  ___________________________________________________________________
 FR0126  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 FR0126  DYNAMIC HT  -        1912.557 (meters)    6274.78  (feet)  COMP
 FR0126  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 FR0126
 FR0126  VERT ORDER  -  SECOND    CLASS 0
 FR0126
 FR0126.The horizontal coordinates were scaled from a topographic map and have
 FR0126.an estimated accuracy of +/- 6 seconds.
 FR0126
 FR0126.The orthometric height was determined by differential leveling
 FR0126.and adjusted in June 1991.
 FR0126
 FR0126.The geoid height was determined by GEOID03.
 FR0126
 FR0126.The dynamic height is computed by dividing the NAVD 88
 FR0126.geopotential number by the normal gravity value computed on the
 FR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0126.degrees latitude (g = 980.6199 gals.).
 FR0126
 FR0126.The modeled gravity was interpolated from observed gravity values.
 FR0126
 FR0126;                    North         East    Units  Estimated Accuracy
 FR0126;SPC AZ C     -   467,660.      174,260.      MT  (+/- 180 meters Scaled)
 FR0126
 FR0126                          SUPERSEDED SURVEY CONTROL
 FR0126
 FR0126  NGVD 29 (??/??/92) 1914.253  (m)         6280.35   (f) ADJ UNCH    2 0
 FR0126
 FR0126.Superseded values are not recommended for survey control.
 FR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0126.See file dsdata.txt to determine how the superseded data were derived.
 FR0126
 FR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD774978(NAD 83)
 FR0126_MARKER: DR = REFERENCE MARK DISK
 FR0126_SETTING: 80 = SET IN A BOULDER
 FR0126_SP_SET: BOULDER
 FR0126_STAMPING: SLO NO 1 1958
 FR0126_MARK LOGO: CGS   
 FR0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0126+STABILITY: SURFACE MOTION
 FR0126
 FR0126  HISTORY     - Date     Condition        Report By
 FR0126  HISTORY     - 1958     MONUMENTED       CGS
 FR0126  HISTORY     - 1982     GOOD             NGS
 FR0126
 FR0126                          STATION DESCRIPTION
 FR0126
 FR0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0126'8.0 MI E FROM ASHFORK.
 FR0126'ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE 7.9 MILES EAST
 FR0126'ALONG U.S. HIGHWAY 66 TO MILEPOST 173 ON THE SOUTH SIDE OF THE
 FR0126'HIGHWAY, THE MILEPOST IS 9.7 MILES WEST ALONG HIGHWAY 66 FROM THE AT
 FR0126'AND SF RAILROAD DEPOT IN WILLIAMS, AND THE END OF TRUCK TRAVEL, FROM
 FR0126'MILEPOST 173 CLIMB THE STEEP BANK ON THE SOUTH SIDE OF THE HIGHWAY AND
 FR0126'FOLLOW A FENCELINE WEST FOR ABOUT 300 FEET, THENCE SOUTH ACROSS THE
 FR0126'FENCE ABOUT 500 FEET TO THE MARK.  IT IS CEMENTED IN A DRILL HOLE IN A
 FR0126'BOULDER THAT PROJECTS 18 INCHES.
 FR0126
 FR0126                          STATION RECOVERY (1982)
 FR0126
 FR0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0126'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0125 ***********************************************************************
 FR0125  DESIGNATION -  SLO RM 2
 FR0125  PID         -  FR0125
 FR0125  STATE/COUNTY-  AZ/COCONINO
 FR0125  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0125
 FR0125                         *CURRENT SURVEY CONTROL
 FR0125  ___________________________________________________________________
 FR0125* NAD 83(1986)-  35 12 59.     (N)    112 20 46.     (W)     SCALED    
 FR0125* NAVD 88     -      1915.007  (meters)    6282.82   (feet)  ADJUSTED  
 FR0125  ___________________________________________________________________
 FR0125  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 FR0125  DYNAMIC HT  -        1912.377 (meters)    6274.19  (feet)  COMP
 FR0125  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 FR0125
 FR0125  VERT ORDER  -  SECOND    CLASS 0
 FR0125
 FR0125.The horizontal coordinates were scaled from a topographic map and have
 FR0125.an estimated accuracy of +/- 6 seconds.
 FR0125
 FR0125.The orthometric height was determined by differential leveling
 FR0125.and adjusted in June 1991.
 FR0125
 FR0125.The geoid height was determined by GEOID03.
 FR0125
 FR0125.The dynamic height is computed by dividing the NAVD 88
 FR0125.geopotential number by the normal gravity value computed on the
 FR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0125.degrees latitude (g = 980.6199 gals.).
 FR0125
 FR0125.The modeled gravity was interpolated from observed gravity values.
 FR0125
 FR0125;                    North         East    Units  Estimated Accuracy
 FR0125;SPC AZ C     -   467,660.      174,260.      MT  (+/- 180 meters Scaled)
 FR0125
 FR0125                          SUPERSEDED SURVEY CONTROL
 FR0125
 FR0125  NGVD 29 (??/??/92) 1914.073  (m)         6279.75   (f) ADJ UNCH    2 0
 FR0125
 FR0125.Superseded values are not recommended for survey control.
 FR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0125.See file dsdata.txt to determine how the superseded data were derived.
 FR0125
 FR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD774978(NAD 83)
 FR0125_MARKER: DR = REFERENCE MARK DISK
 FR0125_SETTING: 80 = SET IN A BOULDER
 FR0125_SP_SET: BOULDER
 FR0125_STAMPING: SLO NO 2 1958
 FR0125_MARK LOGO: CGS   
 FR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0125+STABILITY: SURFACE MOTION
 FR0125
 FR0125  HISTORY     - Date     Condition        Report By
 FR0125  HISTORY     - 1958     MONUMENTED       CGS
 FR0125  HISTORY     - 1982     GOOD             NGS
 FR0125
 FR0125                          STATION DESCRIPTION
 FR0125
 FR0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0125'8.0 MI E FROM ASHFORK.
 FR0125'ONE BLOCK SOUTH OF THE POST OFFICE IN ASHFORK, THENCE 7.9 MILES EAST
 FR0125'ALONG U.S. HIGHWAY 66 TO MILEPOST 173 ON THE SOUTH SIDE OF THE
 FR0125'HIGHWAY, THE MILEPOST IS 9.7 MILES WEST ALONG HIGHWAY 66 FROM THE AT
 FR0125'AND SF RAILROAD DEPOT IN WILLIAMS, AND THE END OF TRUCK TRAVEL, FROM
 FR0125'MILEPOST 173 CLIMB THE STEEP BANK ON THE SOUTH SIDE OF THE HIGHWAY AND
 FR0125'FOLLOW A FENCELINE WEST FOR ABOUT 300 FEET, THENCE SOUTH ACROSS THE
 FR0125'FENCE ABOUT 500 FEET TO THE MARK.  IT IS 17 FEET SOUTH OF A WITNESS
 FR0125'POST SIGN, AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18
 FR0125'INCHES.
 FR0125
 FR0125                          STATION RECOVERY (1982)
 FR0125
 FR0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0125'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5008 ***********************************************************************
 DG5008  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5008  DESIGNATION -  SLOAN
 DG5008  PID         -  DG5008
 DG5008  STATE/COUNTY-  AZ/GILA
 DG5008  USGS QUAD   -  GENTRY MOUNTAIN (1990)
 DG5008
 DG5008                         *CURRENT SURVEY CONTROL
 DG5008  ___________________________________________________________________
 DG5008* NAD 83(2007)-  34 00 29.85886(N)    110 47 17.68508(W)     ADJUSTED  
 DG5008* NAVD 88     -      1706.55   (meters)    5598.9    (feet)  GPS OBS   
 DG5008  ___________________________________________________________________
 DG5008  EPOCH DATE  -        2007.00
 DG5008  X           -  -1,878,969.771 (meters)                     COMP
 DG5008  Y           -  -4,949,481.304 (meters)                     COMP
 DG5008  Z           -   3,548,149.633 (meters)                     COMP
 DG5008  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DG5008  ELLIP HEIGHT-        1681.327 (meters)          (02/10/07) ADJUSTED
 DG5008  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DG5008
 DG5008  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5008  Type    PID    Designation                      North   East  Ellip
 DG5008  -------------------------------------------------------------------
 DG5008  NETWORK DG5008 SLOAN                             0.51   0.43   1.14
 DG5008  -------------------------------------------------------------------
 DG5008
 DG5008.The horizontal coordinates were established by GPS observations
 DG5008.and adjusted by the National Geodetic Survey in February 2007.
 DG5008
 DG5008.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5008.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5008.The horizontal coordinates are valid at the epoch date displayed above.
 DG5008.The epoch date for horizontal control is a decimal equivalence
 DG5008.of Year/Month/Day.
 DG5008
 DG5008.The orthometric height was determined by GPS observations and a
 DG5008.high-resolution geoid model.
 DG5008.The orthometric height was determined by GPS observations and a
 DG5008.high-resolution geoid model using precise GPS observation and
 DG5008.processing techniques.
 DG5008
 DG5008.Photographs are available for this station.
 DG5008
 DG5008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5008
 DG5008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5008
 DG5008.The ellipsoidal height was determined by GPS observations
 DG5008.and is referenced to NAD 83.
 DG5008
 DG5008.The geoid height was determined by GEOID03.
 DG5008
 DG5008;                    North         East     Units Scale Factor Converg.
 DG5008;SPC AZ E     -   333,747.953   155,946.438   MT  0.99994062   -0 20 51.6
 DG5008;SPC AZ E     - 1,094,973.60    511,635.30   iFT  0.99994062   -0 20 51.6
 DG5008;UTM  12      - 3,763,095.824   519,553.152   MT  0.99960471   +0 07 06.4
 DG5008
 DG5008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5008!SPC AZ E     -   0.99973613  x   0.99994062  =   0.99967676
 DG5008!UTM  12      -   0.99973613  x   0.99960471  =   0.99934094
 DG5008
 DG5008                          SUPERSEDED SURVEY CONTROL
 DG5008
 DG5008  NAD 83(1992)-  34 00 29.85864(N)    110 47 17.68482(W) AD(       ) A
 DG5008  ELLIP H (03/01/04) 1681.341  (m)                       GP(       ) 4 1
 DG5008
 DG5008.Superseded values are not recommended for survey control.
 DG5008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5008.See file dsdata.txt to determine how the superseded data were derived.
 DG5008
 DG5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1955363096(NAD 83)
 DG5008_MARKER: DD = SURVEY DISK
 DG5008_SETTING: 66 = SET IN ROCK OUTCROP
 DG5008_STAMPING: SLOAN 2003 RLS 14169
 DG5008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5008+STABILITY: POSITION/ELEVATION WELL
 DG5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5008+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003
 DG5008
 DG5008  HISTORY     - Date     Condition        Report By
 DG5008  HISTORY     - 20030219 MONUMENTED       AZ-007
 DG5008
 DG5008                          STATION DESCRIPTION
 DG5008
 DG5008'DESCRIBED BY GILA COUNTY ARIZONA 2003
 DG5008'STATION DESCRIPTION  (2003)
 DG5008' 
 DG5008'DESCRIPTION BY GILA COUNTY SURVEYORS.
 DG5008' 
 DG5008'FROM THE INTERSECTION OF SR-260 AND SR-87 IN PAYSON, TRAVEL EAST ON
 DG5008'SR-260, 31.9 MILES TO FS-512 ON THE SOUTH SIDE.  THEN TRAVEL SOUTH ON
 DG5008'FS-512, 15.15 MILES TO THE FS-202 ON THE LEFT.  THEN TRAVEL 5.85 MILES
 DG5008'ON FS-202 TO AN INTERSECTION, VEER LEFT STAYING ON FS-202.  THEN
 DG5008'TRAVEL ANOTHER 6.2 MILES ON FS-202 TO AN INTERSECTION AND VEER LEFT,
 DG5008'TRAVEL 2.2 MILES TO A ROCK CARIN ON THE LEFT SIDE OF THE ROAD, TURN
 DG5008'LEFT AND TRAVEL 135 FEET TO THE MONUMENT SET IN A LARGE PORTION OF
 DG5008'EXPOSED BEDROCK.
 DG5008' 
 DG5008'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0869 ***********************************************************************
 FR0869  DESIGNATION -  SLOP
 FR0869  PID         -  FR0869
 FR0869  STATE/COUNTY-  AZ/COCONINO
 FR0869  USGS QUAD   -  HOWARD MESA (1989)
 FR0869
 FR0869                         *CURRENT SURVEY CONTROL
 FR0869  ___________________________________________________________________
 FR0869* NAD 83(1992)-  35 23 59.20520(N)    112 09 46.41787(W)     ADJUSTED  
 FR0869* NAVD 88     -      2044.     (meters)    6706.     (feet)  SCALED    
 FR0869  ___________________________________________________________________
 FR0869  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 FR0869  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0869  HORZ ORDER  -  THIRD
 FR0869
 FR0869.The horizontal coordinates were established by classical geodetic methods
 FR0869.and adjusted by the National Geodetic Survey in August 1993.
 FR0869
 FR0869.The orthometric height was scaled from a topographic map.
 FR0869
 FR0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0869
 FR0869.The geoid height was determined by GEOID03.
 FR0869
 FR0869;                    North         East     Units Scale Factor Converg.
 FR0869;SPC AZ C     -   487,950.822   190,994.456   MT  0.99990616   -0 08 33.5
 FR0869;SPC AZ C     - 1,600,888.52    626,622.23   iFT  0.99990616   -0 08 33.5
 FR0869;UTM  12      - 3,917,999.355   394,400.305   MT  0.99973742   -0 40 25.3
 FR0869
 FR0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0869!SPC AZ C     -   0.99968298  x   0.99990616  =   0.99958917
 FR0869!UTM  12      -   0.99968298  x   0.99973742  =   0.99942048
 FR0869
 FR0869                          SUPERSEDED SURVEY CONTROL
 FR0869
 FR0869  NAD 83(1986)-  35 23 59.20512(N)    112 09 46.41390(W) AD(       ) 3
 FR0869  NAD 27      -  35 23 59.18500(N)    112 09 43.81500(W) AD(       ) 3
 FR0869
 FR0869.Superseded values are not recommended for survey control.
 FR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0869.See file dsdata.txt to determine how the superseded data were derived.
 FR0869
 FR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9440017999(NAD 83)
 FR0869_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0869_SETTING: 66 = SET IN ROCK OUTCROP
 FR0869_SP_SET: SET IN BEDROCK
 FR0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0869+STABILITY: POSITION/ELEVATION WELL
 FR0869
 FR0869  HISTORY     - Date     Condition        Report By
 FR0869  HISTORY     - 1955     MONUMENTED       CGS
 FR0869  HISTORY     - 1968     GOOD             AMS
 FR0869
 FR0869                          STATION DESCRIPTION
 FR0869
 FR0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FLW)
 FR0869'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 FR0869'HIGHWAY 64 (2 MI. E OF WILLIAMS), GO N ON STATE HIGHWAY 64 FOR
 FR0869'11.6 MI. TO A GRADED ROAD RIGHT (E) LEADING TO A BORROW PIT
 FR0869'ON THE N SIDE OF THE MOUNTAIN.  TURN RIGHT ONTO THE GRADED
 FR0869'ROAD AND GO E FOR 0.45 MI. TO A TREE LINE ACROSS THE TOP OF A
 FR0869'RIDGE.  TURN RIGHT AND GO DUE S ALONG THE TREE LINE FOR 1200
 FR0869'FT. TO A TALL PROMINENT CEDAR TREE ON THE W SIDE OF THE TREE
 FR0869'LINE AND THE STATION SITE.  THE MARK IS A STANDARD TOPOGRAPHIC
 FR0869'DISK, CEMENTED IN A CREVICE IN ROCK, AND STAMPED SLOP 1955.
 FR0869
 FR0869                          STATION RECOVERY (1968)
 FR0869
 FR0869'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 FR0869'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0141 ***********************************************************************
 FR0141  DESIGNATION -  SLOPE
 FR0141  PID         -  FR0141
 FR0141  STATE/COUNTY-  AZ/COCONINO
 FR0141  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0141
 FR0141                         *CURRENT SURVEY CONTROL
 FR0141  ___________________________________________________________________
 FR0141* NAD 83(1992)-  35 14 37.77886(N)    112 12 50.81376(W)     ADJUSTED  
 FR0141* NAVD 88     -      2113.139  (meters)    6932.86   (feet)  ADJUSTED  
 FR0141  ___________________________________________________________________
 FR0141  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 FR0141  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0141  DYNAMIC HT  -        2110.171 (meters)    6923.12  (feet)  COMP
 FR0141  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 FR0141
 FR0141  HORZ ORDER  -  SECOND
 FR0141  VERT ORDER  -  SECOND    CLASS 0
 FR0141
 FR0141.The horizontal coordinates were established by classical geodetic methods
 FR0141.and adjusted by the National Geodetic Survey in August 1993.
 FR0141
 FR0141.The orthometric height was determined by differential leveling
 FR0141.and adjusted in June 1991.
 FR0141
 FR0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0141
 FR0141.The geoid height was determined by GEOID03.
 FR0141
 FR0141.The dynamic height is computed by dividing the NAVD 88
 FR0141.geopotential number by the normal gravity value computed on the
 FR0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0141.degrees latitude (g = 980.6199 gals.).
 FR0141
 FR0141.The modeled gravity was interpolated from observed gravity values.
 FR0141
 FR0141;                    North         East     Units Scale Factor Converg.
 FR0141;SPC AZ C     -   470,662.963   186,289.952   MT  0.99990903   -0 10 17.9
 FR0141;SPC AZ C     - 1,544,169.83    611,187.51   iFT  0.99990903   -0 10 17.9
 FR0141;UTM  12      - 3,900,758.580   389,536.868   MT  0.99975038   -0 42 02.5
 FR0141
 FR0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0141!SPC AZ C     -   0.99967216  x   0.99990903  =   0.99958122
 FR0141!UTM  12      -   0.99967216  x   0.99975038  =   0.99942263
 FR0141
 FR0141:                Primary Azimuth Mark                     Grid Az
 FR0141:SPC AZ C     -  WILLIAMS RESET                           170 40 41.2
 FR0141:UTM  12      -  WILLIAMS RESET                           171 12 25.8
 FR0141
 FR0141|---------------------------------------------------------------------|
 FR0141| PID    Reference Object                     Distance      Geod. Az  |
 FR0141|                                                           dddmmss.s |
 FR0141| FR0997 WILLIAMS RESET                      APPROX. 4.9 KM 1703023.3 |
 FR0141| FR0139 SLOPE RM 2                           19.450 METERS 21634     |
 FR0141| FR0140 SLOPE RM 1                           22.033 METERS 31913     |
 FR0141|---------------------------------------------------------------------|
 FR0141
 FR0141                          SUPERSEDED SURVEY CONTROL
 FR0141
 FR0141  NAD 83(1986)-  35 14 37.77660(N)    112 12 50.80996(W) AD(       ) 2
 FR0141  NAD 27      -  35 14 37.73440(N)    112 12 48.20320(W) AD(       ) 2
 FR0141  NGVD 29 (??/??/92) 2112.153  (m)         6929.62   (f) ADJ UNCH    2 0
 FR0141
 FR0141.Superseded values are not recommended for survey control.
 FR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0141.See file dsdata.txt to determine how the superseded data were derived.
 FR0141
 FR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8953700759(NAD 83)
 FR0141_MARKER: DS = TRIANGULATION STATION DISK
 FR0141_SETTING: 80 = SET IN A BOULDER
 FR0141_SP_SET: BOULDER
 FR0141_STAMPING: SLOPE 1958
 FR0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0141+STABILITY: SURFACE MOTION
 FR0141
 FR0141  HISTORY     - Date     Condition        Report By
 FR0141  HISTORY     - 1958     MONUMENTED       CGS
 FR0141  HISTORY     - 1958     GOOD             CGS
 FR0141  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0141  HISTORY     - 19870320 MARK NOT FOUND   USPSQD
 FR0141
 FR0141                          STATION DESCRIPTION
 FR0141
 FR0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0141'THE STATION IS AT THE TOP OF A TERRACED HIGHWAY CUT ON THE
 FR0141'NORTH SIDE OF U.S. HIGHWAY 66 AND 89 ABOUT 1.5 MILE WEST OF
 FR0141'WILLIAMS.
 FR0141'
 FR0141'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT
 FR0141'WEIGH STATION AT THE WEST END OF THE DIVIDED HIGHWAY IN
 FR0141'WILLIAMS, GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 1.3 MILE
 FR0141'TO THE TOP OF THE GRADE, THE HIGHWAY CUT, AND THE STATION ON
 FR0141'THE RIGHT.
 FR0141'
 FR0141'THE STATION MARK IS A STANDARD DISK STAMPED SLOPE 1958, SET
 FR0141'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS
 FR0141'10 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FR0141'
 FR0141'R.M. 1 IS A STANDARD DISK STAMPED SLOPE NO 1 1958, SET IN A
 FR0141'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 FR0141'
 FR0141'R.M. 2 IS A STANDARD DISK STAMPED SLOPE NO 2 1958, SET IN A
 FR0141'DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND IS 6 INCHES
 FR0141'NORTH OF THE RIGHT-OF-WAY FENCE.
 FR0141
 FR0141                          STATION RECOVERY (1958)
 FR0141
 FR0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0141'1.5 MI W FROM WILLIAMS.
 FR0141'1.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0141'IN WILLIAMS TO THE TOP OF A GRADE, A HIGHWAY CUT AND THE STATION ON
 FR0141'THE NORTH.  IT IS 10 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND CEMENTED
 FR0141'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FR0141
 FR0141                          STATION RECOVERY (1982)
 FR0141
 FR0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0141'NOT RECOVERED, BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
 FR0141
 FR0141                          STATION RECOVERY (1987)
 FR0141
 FR0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0230 ***********************************************************************
 ET0230  DESIGNATION -  SLOPE
 ET0230  PID         -  ET0230
 ET0230  STATE/COUNTY-  AZ/YAVAPAI
 ET0230  USGS QUAD   -  CLEATOR (1974)
 ET0230
 ET0230                         *CURRENT SURVEY CONTROL
 ET0230  ___________________________________________________________________
 ET0230* NAD 83(1992)-  34 18 36.08751(N)    112 07 47.68062(W)     ADJUSTED  
 ET0230* NAVD 88     -      1242.88   (+/-2cm)    4077.7    (feet)  VERTCON   
 ET0230  ___________________________________________________________________
 ET0230  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 ET0230  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ET0230  HORZ ORDER  -  SECOND
 ET0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0230
 ET0230.The horizontal coordinates were established by classical geodetic methods
 ET0230.and adjusted by the National Geodetic Survey in August 1993.
 ET0230
 ET0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0230.The vertical order pertains to the NGVD 29 superseded value.
 ET0230
 ET0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0230
 ET0230.The geoid height was determined by GEOID03.
 ET0230
 ET0230;                    North         East     Units Scale Factor Converg.
 ET0230;SPC AZ C     -   367,060.504   193,733.247   MT  0.99990475   -0 07 12.7
 ET0230;SPC AZ C     - 1,204,266.75    635,607.77   iFT  0.99990475   -0 07 12.7
 ET0230;UTM  12      - 3,797,109.617   396,033.268   MT  0.99973324   -0 38 13.0
 ET0230
 ET0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0230!SPC AZ C     -   0.99980916  x   0.99990475  =   0.99971393
 ET0230!UTM  12      -   0.99980916  x   0.99973324  =   0.99954245
 ET0230
 ET0230:                Primary Azimuth Mark                     Grid Az
 ET0230:SPC AZ C     -  JET                                      164 12 54.8
 ET0230:UTM  12      -  JET                                      164 43 55.1
 ET0230
 ET0230|---------------------------------------------------------------------|
 ET0230| PID    Reference Object                     Distance      Geod. Az  |
 ET0230|                                                           dddmmss.s |
 ET0230| ET0234 JET                                 APPROX. 3.8 KM 1640542.1 |
 ET0230| ET0229 SLOPE RM 1                           11.558 METERS 20009     |
 ET0230| ET0231 SLOPE RM 2                            6.599 METERS 32118     |
 ET0230|---------------------------------------------------------------------|
 ET0230
 ET0230                          SUPERSEDED SURVEY CONTROL
 ET0230
 ET0230  NAD 83(1986)-  34 18 36.08288(N)    112 07 47.68006(W) AD(       ) 2
 ET0230  NAD 27      -  34 18 35.97880(N)    112 07 45.11280(W) AD(       ) 2
 ET0230  NGVD 29 (??/??/92) 1242.186  (m)         4075.41   (f) ADJ UNCH    2 0
 ET0230
 ET0230.Superseded values are not recommended for survey control.
 ET0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0230.See file dsdata.txt to determine how the superseded data were derived.
 ET0230
 ET0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9603397110(NAD 83)
 ET0230_MARKER: DS = TRIANGULATION STATION DISK
 ET0230_SETTING: 80 = SET IN A BOULDER
 ET0230_SP_SET: BOULDER
 ET0230_STAMPING: SLOPE 1958
 ET0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0230+STABILITY: SURFACE MOTION
 ET0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0230+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 ET0230
 ET0230  HISTORY     - Date     Condition        Report By
 ET0230  HISTORY     - 1959     MONUMENTED       CGS
 ET0230  HISTORY     - 1959     GOOD             NGS
 ET0230  HISTORY     - 1972     GOOD             AZHD
 ET0230  HISTORY     - 1980     GOOD             AZDT
 ET0230  HISTORY     - 20000622 GOOD             AZDT
 ET0230  HISTORY     - 20060715 GOOD             GEOCAC
 ET0230
 ET0230                          STATION DESCRIPTION
 ET0230
 ET0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0230'THE STATION IS ON THE EAST SLOPE OF A HIGH HILL, ABOUT TWO-THIRDS
 ET0230'OF THE WAY TO THE TOP IN DISTANCE AND ELEVATION.  IT IS
 ET0230'APPROXIMATELY 1 MILE SOUTH OF CORDES JUNCTION AND 0.3 MILE
 ET0230'WEST OF ARIZONA STATE HIGHWAY 69.
 ET0230'
 ET0230'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA STATE HIGHWAYS
 ET0230'69 AND 79, WHICH IS 18.4 MILES NORTH OF THE POST OFFICE AT
 ET0230'BLACK CANYON, GO SOUTH ON STATE HIGHWAY 69 TOWARDS PHOENIX
 ET0230'FOR 1.3 MILES TO A TURNOUT ON THE RIGHT AND END OF TRUCK
 ET0230'TRAVEL.  PACK WESTERLY UP A DRAW TOWARD A PROMINENT ROCK
 ET0230'OUTCROP NEAR THE CREST OF THE HILL FOR ABOUT 0.3 MILE AND THE
 ET0230'STATION.
 ET0230'
 ET0230'THE STATION MARK IS A STANDARD DISK STAMPED SLOPE 1958, SET
 ET0230'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS
 ET0230'14.8 FEET SOUTH OF A WITNESS POST.
 ET0230'
 ET0230'R.M. 1 IS A STANDARD DISK STAMPED SLOPE NO 1 1958, SET IN A
 ET0230'DRILL HOLE IN A BOULDER THAT IS FLUSH.  IT IS 52.7 FEET SOUTH
 ET0230'OF THE WITNESS POST.
 ET0230'
 ET0230'R.M. 2 IS A STANDARD DISK STAMPED SLOPE NO 2 1958, SET IN A
 ET0230'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES AND IS 15.9
 ET0230'FEET WEST OF THE WITNESS POST.
 ET0230'
 ET0230'TRIANGULATION STATION JET CAN BE USED AS AN AZIMUTH MARK.
 ET0230'(SEE DESCRIPTION THEREOF.)
 ET0230
 ET0230                          STATION RECOVERY (1959)
 ET0230
 ET0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0230'18.7 MI N FROM BLACK CANYON.
 ET0230'18.75 MILES NORTH ALONG STATE HIGHWAY CANYON, ABOUT 1.0 MILE SOUTH OF
 ET0230'CORDES JUNCTION, 0.3 MILE WEST OF THE HIGHWAY, TO REACH THE STATION
 ET0230'FROM THE HIGHWAY GO WESTERLY UP A DRAW TOWARD A PROMINENT ROCK OUTCROP
 ET0230'THIS IS ABOUT TWO-THRIDS OF THE WAY UP THE HILL, CEMENTED IN A DRILL
 ET0230'HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS 14.8 FEET SOUTH OF THE
 ET0230'WITNESS POST.
 ET0230
 ET0230                          STATION RECOVERY (1972)
 ET0230
 ET0230'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET0230'GENERAL LOCATION 1 MI. S. OF CORDES JUNCTION AND 03 MI W.
 ET0230'OF I-17
 ET0230'
 ET0230'TO REACH AS DESCRIBED
 ET0230'
 ET0230'STATION MARK SLOPE 1958
 ET0230'
 ET0230'REFERENCE MARKS IN AND GOOD
 ET0230
 ET0230                          STATION RECOVERY (1980)
 ET0230
 ET0230'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0230'THE STATION MARK AND REFERENCE MARK WERE DESCRIBED IN 1959.  A NEW
 ET0230'ROUTE TO THE STATION FOLLOWS.
 ET0230'
 ET0230'TO REACH THE STATION FROM THE POST OFFICE IN MAYER, TRAVEL EAST ALONG
 ET0230'CENTRAL AVENUE FOR 0.1 MILE TO ARIZONA HIGHWAY 69.  TURN RIGHT AND
 ET0230'TRAVEL EAST FOR 8.0 MILES TO THE I-17 RAMP AT CORDES JUNCTION.  TRAVEL
 ET0230'SOUTH ALONG I-17 FOR 1.7 MILES TO END OF TRUCK TRAVEL.  PACK NORTHWEST
 ET0230'UP THE DRAIN.  THE STATION IS ABOUT 2/3 OF THE WAY UP THE HILL ON THE
 ET0230'EAST SLOPE AND ABOUT 1/2 WAY BETWEEN TWO PROMINENT OUTCROPS.
 ET0230
 ET0230                          STATION RECOVERY (2000)
 ET0230
 ET0230'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (JQC)
 ET0230'RECOVERED IN GOOD CONDITION.
 ET0230
 ET0230                          STATION RECOVERY (2006)
 ET0230
 ET0230'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0230'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0230'SEARCH BY PID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1058 ***********************************************************************
 CG1058  DESIGNATION -  SLOPE
 CG1058  PID         -  CG1058
 CG1058  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1058  USGS QUAD   -  MT HOPKINS (1981)
 CG1058
 CG1058                         *CURRENT SURVEY CONTROL
 CG1058  ___________________________________________________________________
 CG1058* NAD 83(1992)-  31 37 45.96725(N)    110 57 41.51561(W)     ADJUSTED  
 CG1058* NAVD 88     -      1221.9    (meters)    4009.     (feet)  VERTCON   
 CG1058  ___________________________________________________________________
 CG1058  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 CG1058  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CG1058  HORZ ORDER  -  FIRST
 CG1058
 CG1058.The horizontal coordinates were established by classical geodetic methods
 CG1058.and adjusted by the National Geodetic Survey in August 1993.
 CG1058
 CG1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1058
 CG1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1058
 CG1058.The geoid height was determined by GEOID03.
 CG1058
 CG1058;                    North         East     Units Scale Factor Converg.
 CG1058;SPC AZ C     -    70,177.679   303,967.605   MT  1.00000122   +0 30 03.3
 CG1058;SPC AZ C     -   230,241.73    997,269.05   iFT  1.00000122   +0 30 03.3
 CG1058;UTM  12      - 3,499,363.238   503,648.035   MT  0.99960016   +0 01 12.6
 CG1058
 CG1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1058!SPC AZ C     -   0.99981277  x   1.00000122  =   0.99981399
 CG1058!UTM  12      -   0.99981277  x   0.99960016  =   0.99941300
 CG1058
 CG1058:                Primary Azimuth Mark                     Grid Az
 CG1058:SPC AZ C     -  SLOPE AZ MK                              023 31 09.4
 CG1058:UTM  12      -  SLOPE AZ MK                              024 00 00.1
 CG1058
 CG1058|---------------------------------------------------------------------|
 CG1058| PID    Reference Object                     Distance      Geod. Az  |
 CG1058|                                                           dddmmss.s |
 CG1058| CC8265 SLOPE AZ MK                                        0240112.7 |
 CG1058| CC8267 SLOPE RM 2                            9.456 METERS 10220     |
 CG1058| CG1088 TUMACACORI NATIONAL MON CROSS       APPROX.10.8 KM 2313440.8 |
 CG1058| CC8266 SLOPE RM 1                            9.190 METERS 25251     |
 CG1058|---------------------------------------------------------------------|
 CG1058
 CG1058                          SUPERSEDED SURVEY CONTROL
 CG1058
 CG1058  NAD 83(1986)-  31 37 45.95678(N)    110 57 41.51058(W) AD(       ) 1
 CG1058  NAD 27      -  31 37 45.63500(N)    110 57 39.19100(W) AD(       ) 1
 CG1058  NGVD 29 (07/19/86) 1221.0    (m)         4006.     (f) VERT ANG    3  
 CG1058
 CG1058.Superseded values are not recommended for survey control.
 CG1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1058.See file dsdata.txt to determine how the superseded data were derived.
 CG1058
 CG1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV0364899363(NAD 83)
 CG1058_MARKER: DS = TRIANGULATION STATION DISK
 CG1058_SETTING: 66 = SET IN ROCK OUTCROP
 CG1058_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CG1058
 CG1058  HISTORY     - Date     Condition        Report By
 CG1058  HISTORY     - 1935     MONUMENTED       CGS
 CG1058  HISTORY     - 1959     GOOD             CGS
 CG1058
 CG1058                          STATION DESCRIPTION
 CG1058
 CG1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1058'ABOUT 20 MILES NORTH OF NOGALES, IN SOUTHEAST CORNER OF SEC. 1,
 CG1058'T. 21 S., R. 13 E., ABOUT 5 MILES EAST OF THE TOWN OF TUBAC ON A
 CG1058'LONG HIGH RIDGE RUNNING EAST AND WEST.  MARKED BY A STANDARD BRONZE
 CG1058'DISK.REFERENCE MARK NO. 1, A STANDARD
 CG1058'BRONZE REFERENCE DISK, IS 9.192 METERS (30.16 FEET) FROM
 CG1058'STATION S 72 DEG 51 MIN W. REFERENCE MARK NO. 2, IS
 CG1058'A STANDARD BRONZE REFERENCE DISK, IS 9.460 METERS
 CG1058'(31.04 FEET) FROM STATION S 77 DEG 40 MIN E.          TUMACACORI
 CG1058'NATIONAL MONUMENT MAY BE USED AS AN AZIMUTH MARK.
 CG1058
 CG1058                          STATION RECOVERY (1959)
 CG1058
 CG1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1058'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 CG1058'RECOVERED AND FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 CG1058'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CG1058'
 CG1058'THE STATION IS ABOUT 20 MILES NORTH OF NOGALES, ABOUT 5 MILES EAST
 CG1058'OF TUBAC, ABOUT 2 MILES SOUTH OF THE SUN RISE MINE, ABOUT 1/2
 CG1058'MILE SOUTHWEST OF A WINDMILL AND ABOUT 275 YARDS WEST OF A
 CG1058'NORTH-SOUTH FENCE ON A RIDGE THAT SLOPES OFF SHARP TO THE EAST
 CG1058'AND GRADUALLY TO THE WEST.
 CG1058'
 CG1058'TO REACH THE STATION FROM THE POST OFFICE AT AMADO GO SOUTH ON
 CG1058'U.S. HIGHWAY 89 FOR 1.1 MILES TO A T ROAD LEFT, EAST, AND GO 1.0
 CG1058'MILE TO THE RAILROAD TRACKS AND SECTION HOUSE.  TURN RIGHT AND
 CG1058'GO SOUTH ALONG THE WEST SIDE OF THE RAILROAD TRACKS FOR 0.2
 CG1058'MILE, TURN LEFT ACROSS THE TRACKS AND GO EAST 0.25 MILE TO STOCK
 CG1058'GUARD JUST AFTER TURNING RIGHT.  CONTINUE EASTWARD ON THE GRADED
 CG1058'ROAD FOR 4.5 MILES TO A Y FORK.  THERE IS A SMALL TOOL HOUSE
 CG1058'HERE.  TAKE RIGHT FORK AND FOLLOW GRADED ROAD SOUTHEAST 4.2 MILES
 CG1058'TO THE FIRST HOUSE ON THE LEFT FOR THE SUN RISE MINE.  TURN
 CG1058'RIGHT, SOUTH ACROSS THE WASH THEN FOLLOW THE GRADED ROAD
 CG1058'SOUTHEAST FOR 0.3 MILE TO A FORK, TAKE RIGHT FORK FOLLOWING
 CG1058'TRACK ROAD SOUTH AND WEST FOR 0.3 MILE TO THE END OF TRUCK
 CG1058'TRAVEL AT AN OLD TANK.  FROM HERE PACK NORTH ABOUT 150 FEET
 CG1058'TO THE SUMMIT OF A ROCKY KNOLL TO THE AZIMUTH MARK.  FROM THE
 CG1058'AZIMUTH MARK PACK SOUTH THRU SEVERAL WASHES TO THE
 CG1058'STATION.  LENGTH OF PACK ABOUT 2 HOURS.
 CG1058'
 CG1058'THE STATION MARK, STAMPED SLOPE 1935, IS A STANDARD DISK CEMENTED
 CG1058'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.  IT IS 39
 CG1058'FEET EAST OF A CAIRN.
 CG1058'
 CG1058'REFERENCE MARK NO. 1, STAMPED SLOPE NO 1 1935, IS A STANDARD
 CG1058'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 51 FEET
 CG1058'NORTHEAST OF A CAIRN.
 CG1058'
 CG1058'REFERENCE MARK NO. 2, STAMPED SLOPE NO 2 1935, IS A STANDARD DISK
 CG1058'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 68 FEET EAST OF A
 CG1058'CAIRN.
 CG1058'
 CG1058'THE AZIMUTH MARK, STAMPED SLOPE 1935 1959, IS ABOUT 1/2 MILE SOUTH
 CG1058'OF THE SUN RISE MINE ON THE SUMMIT OF A ROCKY KNOLL, 5.5 FEET EAST
 CG1058'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0140 ***********************************************************************
 FR0140  DESIGNATION -  SLOPE RM 1
 FR0140  PID         -  FR0140
 FR0140  STATE/COUNTY-  AZ/COCONINO
 FR0140  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0140
 FR0140                         *CURRENT SURVEY CONTROL
 FR0140  ___________________________________________________________________
 FR0140* NAD 83(1986)-  35 14 37.     (N)    112 12 51.     (W)     SCALED    
 FR0140* NAVD 88     -      2111.854  (meters)    6928.64   (feet)  ADJUSTED  
 FR0140  ___________________________________________________________________
 FR0140  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0140  DYNAMIC HT  -        2108.887 (meters)    6918.91  (feet)  COMP
 FR0140  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 FR0140
 FR0140  VERT ORDER  -  SECOND    CLASS 0
 FR0140
 FR0140.The horizontal coordinates were scaled from a topographic map and have
 FR0140.an estimated accuracy of +/- 6 seconds.
 FR0140
 FR0140.The orthometric height was determined by differential leveling
 FR0140.and adjusted in June 1991.
 FR0140
 FR0140.The geoid height was determined by GEOID03.
 FR0140
 FR0140.The dynamic height is computed by dividing the NAVD 88
 FR0140.geopotential number by the normal gravity value computed on the
 FR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0140.degrees latitude (g = 980.6199 gals.).
 FR0140
 FR0140.The modeled gravity was interpolated from observed gravity values.
 FR0140
 FR0140;                    North         East    Units  Estimated Accuracy
 FR0140;SPC AZ C     -   470,640.      186,290.      MT  (+/- 180 meters Scaled)
 FR0140
 FR0140                          SUPERSEDED SURVEY CONTROL
 FR0140
 FR0140  NGVD 29 (??/??/92) 2110.868  (m)         6925.41   (f) ADJ UNCH    2 0
 FR0140
 FR0140.Superseded values are not recommended for survey control.
 FR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0140.See file dsdata.txt to determine how the superseded data were derived.
 FR0140
 FR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE895007(NAD 83)
 FR0140_MARKER: DR = REFERENCE MARK DISK
 FR0140_SETTING: 80 = SET IN A BOULDER
 FR0140_SP_SET: BOULDER
 FR0140_STAMPING: SLOPE NO 1 1958
 FR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0140+STABILITY: SURFACE MOTION
 FR0140
 FR0140  HISTORY     - Date     Condition        Report By
 FR0140  HISTORY     - 1958     MONUMENTED       CGS
 FR0140  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0140  HISTORY     - 19870320 MARK NOT FOUND   USPSQD
 FR0140
 FR0140                          STATION DESCRIPTION
 FR0140
 FR0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0140'1.5 MI W FROM WILLIAMS.
 FR0140'1.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0140'IN WILLIAMS TO THE TOP OF A GRADE, A HIGHWAY CUT AND THE MARK ON THE
 FR0140'NORTH SIDE OF THE ROAD.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER
 FR0140'THAT PROJECTS 3 INCHES AND 80 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FR0140
 FR0140                          STATION RECOVERY (1982)
 FR0140
 FR0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0140'NOT RECOVERED, BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
 FR0140
 FR0140                          STATION RECOVERY (1987)
 FR0140
 FR0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0229 ***********************************************************************
 ET0229  DESIGNATION -  SLOPE RM 1
 ET0229  PID         -  ET0229
 ET0229  STATE/COUNTY-  AZ/YAVAPAI
 ET0229  USGS QUAD   -  CLEATOR (1974)
 ET0229
 ET0229                         *CURRENT SURVEY CONTROL
 ET0229  ___________________________________________________________________
 ET0229* NAD 83(1986)-  34 18 35.     (N)    112 07 48.     (W)     SCALED    
 ET0229* NAVD 88     -      1241.99   (+/-2cm)    4074.8    (feet)  VERTCON   
 ET0229  ___________________________________________________________________
 ET0229  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ET0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0229
 ET0229.The horizontal coordinates were scaled from a topographic map and have
 ET0229.an estimated accuracy of +/- 6 seconds.
 ET0229
 ET0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0229.The vertical order pertains to the NGVD 29 superseded value.
 ET0229
 ET0229.The geoid height was determined by GEOID03.
 ET0229
 ET0229;                    North         East    Units  Estimated Accuracy
 ET0229;SPC AZ C     -   367,030.      193,730.      MT  (+/- 180 meters Scaled)
 ET0229
 ET0229                          SUPERSEDED SURVEY CONTROL
 ET0229
 ET0229  NGVD 29 (??/??/92) 1241.300  (m)         4072.50   (f) ADJ UNCH    2 0
 ET0229
 ET0229.Superseded values are not recommended for survey control.
 ET0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0229.See file dsdata.txt to determine how the superseded data were derived.
 ET0229
 ET0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC960970(NAD 83)
 ET0229_MARKER: DR = REFERENCE MARK DISK
 ET0229_SETTING: 80 = SET IN A BOULDER
 ET0229_SP_SET: BOULDER
 ET0229_STAMPING: SLOPE NO 1 1958
 ET0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0229+STABILITY: SURFACE MOTION
 ET0229
 ET0229  HISTORY     - Date     Condition        Report By
 ET0229  HISTORY     - 1958     MONUMENTED       CGS
 ET0229  HISTORY     - 1959     GOOD             NGS
 ET0229
 ET0229                          STATION DESCRIPTION
 ET0229
 ET0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0229'18.7 MI N FROM BLACK CANYON.
 ET0229'18.75 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0229'CANYON, ABOUT 1.0 MILE SOUTH OF CORDES JUNCTION, 0.3 MILE WEST OF THE
 ET0229'HIGHWAY, TO REACH THE STATION FROM THE HIGHWAY GO WESTERLY UP A DRAW
 ET0229'TOWARD A PROMINENT ROCK OUTCROP, THIS IS ABOUT TWO-THRIDS OF THE WAY
 ET0229'UP THE HILL, 52.7 FEET SOUTH OF THE WITNESS POST, CEMENTED IN A DRILL
 ET0229'HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0139 ***********************************************************************
 FR0139  DESIGNATION -  SLOPE RM 2
 FR0139  PID         -  FR0139
 FR0139  STATE/COUNTY-  AZ/COCONINO
 FR0139  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0139
 FR0139                         *CURRENT SURVEY CONTROL
 FR0139  ___________________________________________________________________
 FR0139* NAD 83(1986)-  35 14 37.     (N)    112 12 51.     (W)     SCALED    
 FR0139* NAVD 88     -      2112.663  (meters)    6931.30   (feet)  ADJUSTED  
 FR0139  ___________________________________________________________________
 FR0139  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0139  DYNAMIC HT  -        2109.695 (meters)    6921.56  (feet)  COMP
 FR0139  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 FR0139
 FR0139  VERT ORDER  -  SECOND    CLASS 0
 FR0139
 FR0139.The horizontal coordinates were scaled from a topographic map and have
 FR0139.an estimated accuracy of +/- 6 seconds.
 FR0139
 FR0139.The orthometric height was determined by differential leveling
 FR0139.and adjusted in June 1991.
 FR0139
 FR0139.The geoid height was determined by GEOID03.
 FR0139
 FR0139.The dynamic height is computed by dividing the NAVD 88
 FR0139.geopotential number by the normal gravity value computed on the
 FR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0139.degrees latitude (g = 980.6199 gals.).
 FR0139
 FR0139.The modeled gravity was interpolated from observed gravity values.
 FR0139
 FR0139;                    North         East    Units  Estimated Accuracy
 FR0139;SPC AZ C     -   470,640.      186,290.      MT  (+/- 180 meters Scaled)
 FR0139
 FR0139                          SUPERSEDED SURVEY CONTROL
 FR0139
 FR0139  NGVD 29 (??/??/92) 2111.677  (m)         6928.06   (f) ADJ UNCH    2 0
 FR0139
 FR0139.Superseded values are not recommended for survey control.
 FR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0139.See file dsdata.txt to determine how the superseded data were derived.
 FR0139
 FR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE895007(NAD 83)
 FR0139_MARKER: DR = REFERENCE MARK DISK
 FR0139_SETTING: 80 = SET IN A BOULDER
 FR0139_SP_SET: BOULDER
 FR0139_STAMPING: SLOPE NO 2 1958
 FR0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0139+STABILITY: SURFACE MOTION
 FR0139
 FR0139  HISTORY     - Date     Condition        Report By
 FR0139  HISTORY     - 1958     MONUMENTED       CGS
 FR0139  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0139  HISTORY     - 19870320 MARK NOT FOUND   USPSQD
 FR0139
 FR0139                          STATION DESCRIPTION
 FR0139
 FR0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0139'1.5 MI W FROM WILLIAMS.
 FR0139'1.9 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0139'IN WILLIAMS TO THE TOP OF A GRADE, A HIGHWAY CUT AND THE MARK ON THE
 FR0139'NORTH SIDE OF THE ROAD.  IT IS 6 INCHES NORTH OF THE RIGHT-OF-WAY
 FR0139'FENCE AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4
 FR0139'INCHES.
 FR0139
 FR0139                          STATION RECOVERY (1982)
 FR0139
 FR0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0139'NOT RECOVERED, BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
 FR0139
 FR0139                          STATION RECOVERY (1987)
 FR0139
 FR0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0231 ***********************************************************************
 ET0231  DESIGNATION -  SLOPE RM 2
 ET0231  PID         -  ET0231
 ET0231  STATE/COUNTY-  AZ/YAVAPAI
 ET0231  USGS QUAD   -  CLEATOR (1974)
 ET0231
 ET0231                         *CURRENT SURVEY CONTROL
 ET0231  ___________________________________________________________________
 ET0231* NAD 83(1986)-  34 18 35.     (N)    112 07 48.     (W)     SCALED    
 ET0231* NAVD 88     -      1244.17   (+/-2cm)    4081.9    (feet)  VERTCON   
 ET0231  ___________________________________________________________________
 ET0231  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ET0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0231
 ET0231.The horizontal coordinates were scaled from a topographic map and have
 ET0231.an estimated accuracy of +/- 6 seconds.
 ET0231
 ET0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0231.The vertical order pertains to the NGVD 29 superseded value.
 ET0231
 ET0231.The geoid height was determined by GEOID03.
 ET0231
 ET0231;                    North         East    Units  Estimated Accuracy
 ET0231;SPC AZ C     -   367,030.      193,730.      MT  (+/- 180 meters Scaled)
 ET0231
 ET0231                          SUPERSEDED SURVEY CONTROL
 ET0231
 ET0231  NGVD 29 (??/??/92) 1243.472  (m)         4079.62   (f) ADJ UNCH    2 0
 ET0231
 ET0231.Superseded values are not recommended for survey control.
 ET0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0231.See file dsdata.txt to determine how the superseded data were derived.
 ET0231
 ET0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC960970(NAD 83)
 ET0231_MARKER: DR = REFERENCE MARK DISK
 ET0231_SETTING: 80 = SET IN A BOULDER
 ET0231_SP_SET: BOULDER
 ET0231_STAMPING: SLOPE NO 2 1958
 ET0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0231+STABILITY: SURFACE MOTION
 ET0231
 ET0231  HISTORY     - Date     Condition        Report By
 ET0231  HISTORY     - 1958     MONUMENTED       CGS
 ET0231  HISTORY     - 1959     GOOD             NGS
 ET0231
 ET0231                          STATION DESCRIPTION
 ET0231
 ET0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0231'18.7 MI N FROM BLACK CANYON.
 ET0231'18.75 MILES NORTH ALONG STATE HIGHWAY 698 FROM THE POST OFFICE IN
 ET0231'BLACK CANYON, ABOUT 1.0 MILE SOUTH OF CORDES JUNCTION, 0.3 MILE WEST
 ET0231'OF THE HIGHWAY, TO REACH THE STATION FROM THE HIGHWAY GO WESTERLY UP A
 ET0231'DRAW TOWARD A PROMINENT ROCK OUTCROP, THIS IS ABOUT TWO-THRIDS OF THE
 ET0231'WAY UP THE HILL, 16.0 FEET WEST OF THE WITNESS POST, CEMENTED IN A
 ET0231'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0154 ***********************************************************************
 GQ0154  DESIGNATION -  SM 1 BM 1
 GQ0154  PID         -  GQ0154
 GQ0154  STATE/COUNTY-  AZ/MOHAVE
 GQ0154  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0154
 GQ0154                         *CURRENT SURVEY CONTROL
 GQ0154  ___________________________________________________________________
 GQ0154* NAD 83(1986)-  36 53 06.     (N)    113 56 11.     (W)     SCALED    
 GQ0154* NAVD 88     -       594.631  (meters)    1950.89   (feet)  ADJUSTED  
 GQ0154  ___________________________________________________________________
 GQ0154  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 GQ0154  DYNAMIC HT  -         594.032 (meters)    1948.92  (feet)  COMP
 GQ0154  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 GQ0154
 GQ0154  VERT ORDER  -  FIRST     CLASS II
 GQ0154
 GQ0154.The horizontal coordinates were scaled from a topographic map and have
 GQ0154.an estimated accuracy of +/- 6 seconds.
 GQ0154
 GQ0154.The orthometric height was determined by differential leveling
 GQ0154.and adjusted in June 1991.
 GQ0154
 GQ0154.The geoid height was determined by GEOID03.
 GQ0154
 GQ0154.The dynamic height is computed by dividing the NAVD 88
 GQ0154.geopotential number by the normal gravity value computed on the
 GQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0154.degrees latitude (g = 980.6199 gals.).
 GQ0154
 GQ0154.The modeled gravity was interpolated from observed gravity values.
 GQ0154
 GQ0154;                    North         East    Units  Estimated Accuracy
 GQ0154;SPC AZ W     -   652,750.      196,750.      MT  (+/- 180 meters Scaled)
 GQ0154
 GQ0154                          SUPERSEDED SURVEY CONTROL
 GQ0154
 GQ0154  NGVD 29 (??/??/92)  593.878  (m)         1948.41   (f) ADJ UNCH    1 2
 GQ0154
 GQ0154.Superseded values are not recommended for survey control.
 GQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0154.See file dsdata.txt to determine how the superseded data were derived.
 GQ0154
 GQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF383861(NAD 83)
 GQ0154_MARKER: Z = SEE DESCRIPTION
 GQ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0154_STAMPING: SM 1 BM 1
 GQ0154_PROJECTION: PROJECTING 25 CENTIMETERS
 GQ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0154+STABILITY: SURFACE MOTION
 GQ0154
 GQ0154  HISTORY     - Date     Condition        Report By
 GQ0154  HISTORY     - UNK      MONUMENTED       CGS
 GQ0154  HISTORY     - 1960     GOOD             NGS
 GQ0154  HISTORY     - 1979     GOOD             USGS
 GQ0154  HISTORY     - 1982     GOOD             NGS
 GQ0154
 GQ0154                          STATION DESCRIPTION
 GQ0154
 GQ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0154'0.8 MI NW FROM LITTLEFIELD.
 GQ0154'0.3 MILES NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, TO
 GQ0154'U.S. HIGHWAY 91 THENCE 0.5 MILES NORTHWEST ON U.S. HIGHWAY 91 TO TOP
 GQ0154'OF GRADE TO THE MARK, 70 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 GQ0154'91, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6
 GQ0154'INCHES.
 GQ0154
 GQ0154                          STATION RECOVERY (1979)
 GQ0154
 GQ0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0154'0.8 MILE SW ALONG OLD HIGHWAY 91 FROM THE LITTLEFIELD INTERCHANGE ON
 GQ0154'INTERSTATE HIGHWAY 15. TO TOP OF GRADE TO THE MARK, 70 FEET SOUTH OF
 GQ0154'THE CENTERLINE OF THE OLD HIGHWAY, A SMALL TABLET SET IN THE TOP OF A
 GQ0154'6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND STAMPED SM 1 BM
 GQ0154'1.
 GQ0154
 GQ0154                          STATION RECOVERY (1982)
 GQ0154
 GQ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0154'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GQ0154'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GQ0154'MESQUITE, THENCE 15.25 KM (9.5 MI) NORTH ALONG OLD US HIGHWAY 91, 1.0
 GQ0154'KM (0.6 MI) SOUTHWEST OF THE NORTH BOUND INTERSTATE 15 OVERPASS BRIDGE
 GQ0154'OVER THE HIGHWAY, ON THE INSIDE OF A CURVE AND AT THE TOP OF THE
 GQ0154'GRADE, 21.3 METERS (70 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 GQ0154'MARK IS A FAIRCHILD COPPER WELD, ESTABLISHED BY FAIRCHILD.
 GQ0154'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GQ0154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0162 ***********************************************************************
 GQ0162  DESIGNATION -  SM 2
 GQ0162  PID         -  GQ0162
 GQ0162  STATE/COUNTY-  AZ/MOHAVE
 GQ0162  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0162
 GQ0162                         *CURRENT SURVEY CONTROL
 GQ0162  ___________________________________________________________________
 GQ0162* NAD 83(1986)-  36 53 22.     (N)    113 55 43.     (W)     SCALED    
 GQ0162* NAVD 88     -       562.800  (meters)    1846.45   (feet)  POSTED    
 GQ0162  ___________________________________________________________________
 GQ0162  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GQ0162  DYNAMIC HT  -         562.230 (meters)    1844.58  (feet)  COMP
 GQ0162  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 GQ0162
 GQ0162  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0162
 GQ0162.The horizontal coordinates were scaled from a topographic map and have
 GQ0162.an estimated accuracy of +/- 6 seconds.
 GQ0162
 GQ0162.The orthometric height was determined by differential leveling
 GQ0162.and adjusted by the  in 1992.
 GQ0162.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0162.rate of 1.1 thru 2.0 mm/km.
 GQ0162
 GQ0162.The geoid height was determined by GEOID03.
 GQ0162
 GQ0162.The dynamic height is computed by dividing the NAVD 88
 GQ0162.geopotential number by the normal gravity value computed on the
 GQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0162.degrees latitude (g = 980.6199 gals.).
 GQ0162
 GQ0162.The modeled gravity was interpolated from observed gravity values.
 GQ0162
 GQ0162;                    North         East    Units  Estimated Accuracy
 GQ0162;SPC AZ W     -   653,240.      197,440.      MT  (+/- 180 meters Scaled)
 GQ0162
 GQ0162                          SUPERSEDED SURVEY CONTROL
 GQ0162
 GQ0162  NGVD 29 (??/??/92)  562.045  (m)         1843.98   (f) ADJ UNCH    2 0
 GQ0162
 GQ0162.Superseded values are not recommended for survey control.
 GQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0162.See file dsdata.txt to determine how the superseded data were derived.
 GQ0162
 GQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF390866(NAD 83)
 GQ0162_MARKER: Z = SEE DESCRIPTION
 GQ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0162_STAMPING: SM 2
 GQ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0162+STABILITY: SURFACE MOTION
 GQ0162
 GQ0162  HISTORY     - Date     Condition        Report By
 GQ0162  HISTORY     - UNK      MONUMENTED       CGS
 GQ0162  HISTORY     - 1960     GOOD             NGS
 GQ0162  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0162
 GQ0162                          STATION DESCRIPTION
 GQ0162
 GQ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0162'1.3 MI NE FROM LITTLEFIELD.
 GQ0162'0.3 MILES NE OF POST OFFICE AT LITTLEFIELD, ARIZONA TO U.S. HIGHWAY
 GQ0162'91, THENCE 1.0 MILE NW ON U.S. HWY. 91, 0.7 MILES SOUTHWEST OF BEAVER
 GQ0162'LODGE, ON U.S. HIGHWAY 91, APPROXIMATELY 300 FEET EAST OF A ROAD THAT
 GQ0162'LEADS TO LITTLEFIELD, ARIZONA, 66 FEET SOUTHEAST OF THE CENTERLINE OF
 GQ0162'U.S. HIGHWAY 91 AND 25 FEET WEST OF A 2 X 2 IN. WOOD POST, SET IN THE
 GQ0162'TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 GQ0162
 GQ0162                          STATION RECOVERY (1982)
 GQ0162
 GQ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0184 ***********************************************************************
 GQ0184  DESIGNATION -  SM 24
 GQ0184  PID         -  GQ0184
 GQ0184  STATE/COUNTY-  AZ/MOHAVE
 GQ0184  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0184
 GQ0184                         *CURRENT SURVEY CONTROL
 GQ0184  ___________________________________________________________________
 GQ0184* NAD 83(1986)-  36 58 27.     (N)    113 41 09.     (W)     SCALED    
 GQ0184* NAVD 88     -       815.513  (meters)    2675.56   (feet)  POSTED    
 GQ0184  ___________________________________________________________________
 GQ0184  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 GQ0184  DYNAMIC HT  -         814.680 (meters)    2672.83  (feet)  COMP
 GQ0184  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 GQ0184
 GQ0184  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0184
 GQ0184.The horizontal coordinates were scaled from a topographic map and have
 GQ0184.an estimated accuracy of +/- 6 seconds.
 GQ0184
 GQ0184.The orthometric height was determined by differential leveling
 GQ0184.and adjusted by the  in 1992.
 GQ0184.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0184.rate of 1.1 thru 2.0 mm/km.
 GQ0184
 GQ0184.The geoid height was determined by GEOID03.
 GQ0184
 GQ0184.The dynamic height is computed by dividing the NAVD 88
 GQ0184.geopotential number by the normal gravity value computed on the
 GQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0184.degrees latitude (g = 980.6199 gals.).
 GQ0184
 GQ0184.The modeled gravity was interpolated from observed gravity values.
 GQ0184
 GQ0184;                    North         East    Units  Estimated Accuracy
 GQ0184;SPC AZ W     -   662,630.      219,070.      MT  (+/- 180 meters Scaled)
 GQ0184
 GQ0184                          SUPERSEDED SURVEY CONTROL
 GQ0184
 GQ0184  NGVD 29 (??/??/92)  814.700  (m)         2672.89   (f) ADJ UNCH    2 0
 GQ0184
 GQ0184.Superseded values are not recommended for survey control.
 GQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0184.See file dsdata.txt to determine how the superseded data were derived.
 GQ0184
 GQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF609953(NAD 83)
 GQ0184_MARKER: Z = SEE DESCRIPTION
 GQ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0184_STAMPING: SM 24
 GQ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0184+STABILITY: SURFACE MOTION
 GQ0184
 GQ0184  HISTORY     - Date     Condition        Report By
 GQ0184  HISTORY     - UNK      MONUMENTED       CGS
 GQ0184  HISTORY     - 1960     GOOD             NGS
 GQ0184
 GQ0184                          STATION DESCRIPTION
 GQ0184
 GQ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0184'18.25 MI SE FROM ST GEORGE, UT.
 GQ0184'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0184'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0184'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0184'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA - UTAH
 GQ0184'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0184'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0184'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 3.65
 GQ0184'MILE TO THE MARK, 135 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD,
 GQ0184'AND 30 FEET NORTHEAST OF A DRY WASH, SET IN THE TOP OF A 6-INCH SQUARE
 GQ0184'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0186 ***********************************************************************
 GQ0186  DESIGNATION -  SM 25
 GQ0186  PID         -  GQ0186
 GQ0186  STATE/COUNTY-  AZ/MOHAVE
 GQ0186  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0186
 GQ0186                         *CURRENT SURVEY CONTROL
 GQ0186  ___________________________________________________________________
 GQ0186* NAD 83(1986)-  36 58 31.     (N)    113 40 39.     (W)     SCALED    
 GQ0186* NAVD 88     -       821.573  (meters)    2695.44   (feet)  POSTED    
 GQ0186  ___________________________________________________________________
 GQ0186  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 GQ0186  DYNAMIC HT  -         820.730 (meters)    2692.68  (feet)  COMP
 GQ0186  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 GQ0186
 GQ0186  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0186
 GQ0186.The horizontal coordinates were scaled from a topographic map and have
 GQ0186.an estimated accuracy of +/- 6 seconds.
 GQ0186
 GQ0186.The orthometric height was determined by differential leveling
 GQ0186.and adjusted by the  in 1992.
 GQ0186.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0186.rate of 1.1 thru 2.0 mm/km.
 GQ0186
 GQ0186.The geoid height was determined by GEOID03.
 GQ0186
 GQ0186.The dynamic height is computed by dividing the NAVD 88
 GQ0186.geopotential number by the normal gravity value computed on the
 GQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0186.degrees latitude (g = 980.6199 gals.).
 GQ0186
 GQ0186.The modeled gravity was interpolated from observed gravity values.
 GQ0186
 GQ0186;                    North         East    Units  Estimated Accuracy
 GQ0186;SPC AZ W     -   662,750.      219,820.      MT  (+/- 180 meters Scaled)
 GQ0186
 GQ0186                          SUPERSEDED SURVEY CONTROL
 GQ0186
 GQ0186  NGVD 29 (??/??/92)  820.757  (m)         2692.77   (f) ADJ UNCH    2 0
 GQ0186
 GQ0186.Superseded values are not recommended for survey control.
 GQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0186.See file dsdata.txt to determine how the superseded data were derived.
 GQ0186
 GQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF616954(NAD 83)
 GQ0186_MARKER: Z = SEE DESCRIPTION
 GQ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0186_STAMPING: SM 25
 GQ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0186+STABILITY: SURFACE MOTION
 GQ0186
 GQ0186  HISTORY     - Date     Condition        Report By
 GQ0186  HISTORY     - UNK      MONUMENTED       CGS
 GQ0186  HISTORY     - 1960     GOOD             NGS
 GQ0186
 GQ0186                          STATION DESCRIPTION
 GQ0186
 GQ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0186'17.6 MI SE FROM ST GEORGE, UT.
 GQ0186'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0186'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0186'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0186'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE UTAH - ARIZONA
 GQ0186'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0186'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0186'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 3.0
 GQ0186'MILES UNTIL REACHING A RESERVOIR AND THE MARK, 114 FEET WEST OF THE
 GQ0186'TRACK ROAD LEADING TO THE RESERVOIR AND 10 FEET SOUTH OF THE MAIN
 GQ0186'TRACK ROAD, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING
 GQ0186'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0187 ***********************************************************************
 GQ0187  DESIGNATION -  SM 26
 GQ0187  PID         -  GQ0187
 GQ0187  STATE/COUNTY-  AZ/MOHAVE
 GQ0187  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0187
 GQ0187                         *CURRENT SURVEY CONTROL
 GQ0187  ___________________________________________________________________
 GQ0187* NAD 83(1986)-  36 58 45.     (N)    113 40 11.     (W)     SCALED    
 GQ0187* NAVD 88     -       848.938  (meters)    2785.22   (feet)  POSTED    
 GQ0187  ___________________________________________________________________
 GQ0187  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 GQ0187  DYNAMIC HT  -         848.070 (meters)    2782.38  (feet)  COMP
 GQ0187  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 GQ0187
 GQ0187  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0187
 GQ0187.The horizontal coordinates were scaled from a topographic map and have
 GQ0187.an estimated accuracy of +/- 6 seconds.
 GQ0187
 GQ0187.The orthometric height was determined by differential leveling
 GQ0187.and adjusted by the  in 1992.
 GQ0187.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0187.rate of 1.1 thru 2.0 mm/km.
 GQ0187
 GQ0187.The geoid height was determined by GEOID03.
 GQ0187
 GQ0187.The dynamic height is computed by dividing the NAVD 88
 GQ0187.geopotential number by the normal gravity value computed on the
 GQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0187.degrees latitude (g = 980.6199 gals.).
 GQ0187
 GQ0187.The modeled gravity was interpolated from observed gravity values.
 GQ0187
 GQ0187;                    North         East    Units  Estimated Accuracy
 GQ0187;SPC AZ W     -   663,180.      220,510.      MT  (+/- 180 meters Scaled)
 GQ0187
 GQ0187                          SUPERSEDED SURVEY CONTROL
 GQ0187
 GQ0187  NGVD 29 (??/??/92)  848.120  (m)         2782.54   (f) ADJ UNCH    2 0
 GQ0187
 GQ0187.Superseded values are not recommended for survey control.
 GQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0187.See file dsdata.txt to determine how the superseded data were derived.
 GQ0187
 GQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF623958(NAD 83)
 GQ0187_MARKER: DD = SURVEY DISK
 GQ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0187_STAMPING: SM 26
 GQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0187+STABILITY: SURFACE MOTION
 GQ0187
 GQ0187  HISTORY     - Date     Condition        Report By
 GQ0187  HISTORY     - UNK      MONUMENTED       FAS
 GQ0187  HISTORY     - 1960     GOOD             NGS
 GQ0187  HISTORY     - 1971     GOOD             NGS
 GQ0187
 GQ0187                          STATION DESCRIPTION
 GQ0187
 GQ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0187'17.0 MI SE FROM ST GEORGE, UT.
 GQ0187'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0187'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0187'THENCE 5.6 MILES SOUTH AND ON A GRAVEL AND BLACKTOP ROAD TO A Y-FORK,
 GQ0187'(THIS FORK IS 0.5 MILES SOUTHWEST OF THE UTAH-ARIZONA BORDERLINE)
 GQ0187'THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK, THENCE 1.9 WEST
 GQ0187'AND NORTHWEST ON A TRAIL ROAD TO THE INTERSECTION OF 3 ROADS, THENCE
 GQ0187'FOLLOW THE DIRT ROAD LEADING WEST FOR 2.4 MILES TO THE MARK WHICH IS
 GQ0187'ABOUT 0.1 MILE NORTH OF THE ROAD, 69 FEET NORTH OF A LONE BUSH, 60
 GQ0187'FEET WEST OF A DRY WASH, 6 FEET WEST OF A VERY DIM TRAIL, SET IN THE
 GQ0187'TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 GQ0187
 GQ0187                          STATION RECOVERY (1971)
 GQ0187
 GQ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GQ0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0163 ***********************************************************************
 GQ0163  DESIGNATION -  SM 3
 GQ0163  PID         -  GQ0163
 GQ0163  STATE/COUNTY-  AZ/MOHAVE
 GQ0163  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0163
 GQ0163                         *CURRENT SURVEY CONTROL
 GQ0163  ___________________________________________________________________
 GQ0163* NAD 83(1986)-  36 53 30.     (N)    113 55 02.     (W)     SCALED    
 GQ0163* NAVD 88     -       580.870  (meters)    1905.74   (feet)  POSTED    
 GQ0163  ___________________________________________________________________
 GQ0163  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 GQ0163  DYNAMIC HT  -         580.290 (meters)    1903.83  (feet)  COMP
 GQ0163  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 GQ0163
 GQ0163  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0163
 GQ0163.The horizontal coordinates were scaled from a topographic map and have
 GQ0163.an estimated accuracy of +/- 6 seconds.
 GQ0163
 GQ0163.The orthometric height was determined by differential leveling
 GQ0163.and adjusted by the  in 1992.
 GQ0163.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0163.rate of 1.1 thru 2.0 mm/km.
 GQ0163
 GQ0163.The geoid height was determined by GEOID03.
 GQ0163
 GQ0163.The dynamic height is computed by dividing the NAVD 88
 GQ0163.geopotential number by the normal gravity value computed on the
 GQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0163.degrees latitude (g = 980.6199 gals.).
 GQ0163
 GQ0163.The modeled gravity was interpolated from observed gravity values.
 GQ0163
 GQ0163;                    North         East    Units  Estimated Accuracy
 GQ0163;SPC AZ W     -   653,480.      198,460.      MT  (+/- 180 meters Scaled)
 GQ0163
 GQ0163                          SUPERSEDED SURVEY CONTROL
 GQ0163
 GQ0163  NGVD 29 (??/??/92)  580.113  (m)         1903.25   (f) ADJ UNCH    2 0
 GQ0163
 GQ0163.Superseded values are not recommended for survey control.
 GQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0163.See file dsdata.txt to determine how the superseded data were derived.
 GQ0163
 GQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF400868(NAD 83)
 GQ0163_MARKER: Z = SEE DESCRIPTION
 GQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0163_STAMPING: SM 3
 GQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0163+STABILITY: SURFACE MOTION
 GQ0163
 GQ0163  HISTORY     - Date     Condition        Report By
 GQ0163  HISTORY     - UNK      MONUMENTED       CGS
 GQ0163  HISTORY     - 1960     GOOD             NGS
 GQ0163  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0163
 GQ0163                          STATION DESCRIPTION
 GQ0163
 GQ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0163'0.9 MI NE FROM LITTLEFIELD.
 GQ0163'0.3 MILES NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, TO
 GQ0163'U.S. HIGHWAY 91, THENCE ABOUT 0.6 MILES EAST ACROSS VERY SANDY COUNTRY
 GQ0163'TO A HIGH BLUFF THAT OVERLOOKS THE VIRGIN RIVER, 220 FEET WEST OF THE
 GQ0163'EDGE OF THE BLUFF, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 GQ0163'THAT PROJECTS 6 INCHES.
 GQ0163
 GQ0163                          STATION RECOVERY (1982)
 GQ0163
 GQ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0164 ***********************************************************************
 GQ0164  DESIGNATION -  SM 4
 GQ0164  PID         -  GQ0164
 GQ0164  STATE/COUNTY-  AZ/MOHAVE
 GQ0164  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0164
 GQ0164                         *CURRENT SURVEY CONTROL
 GQ0164  ___________________________________________________________________
 GQ0164* NAD 83(1986)-  36 54 16.     (N)    113 54 27.     (W)     SCALED    
 GQ0164* NAVD 88     -       581.333  (meters)    1907.26   (feet)  POSTED    
 GQ0164  ___________________________________________________________________
 GQ0164  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 GQ0164  DYNAMIC HT  -         580.740 (meters)    1905.31  (feet)  COMP
 GQ0164  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 GQ0164
 GQ0164  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0164
 GQ0164.The horizontal coordinates were scaled from a topographic map and have
 GQ0164.an estimated accuracy of +/- 6 seconds.
 GQ0164
 GQ0164.The orthometric height was determined by differential leveling
 GQ0164.and adjusted by the  in 1992.
 GQ0164.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0164.rate of 1.1 thru 2.0 mm/km.
 GQ0164
 GQ0164.The geoid height was determined by GEOID03.
 GQ0164
 GQ0164.The dynamic height is computed by dividing the NAVD 88
 GQ0164.geopotential number by the normal gravity value computed on the
 GQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0164.degrees latitude (g = 980.6199 gals.).
 GQ0164
 GQ0164.The modeled gravity was interpolated from observed gravity values.
 GQ0164
 GQ0164;                    North         East    Units  Estimated Accuracy
 GQ0164;SPC AZ W     -   654,900.      199,320.      MT  (+/- 180 meters Scaled)
 GQ0164
 GQ0164                          SUPERSEDED SURVEY CONTROL
 GQ0164
 GQ0164  NGVD 29 (??/??/92)  580.566  (m)         1904.74   (f) ADJ UNCH    2 0
 GQ0164
 GQ0164.Superseded values are not recommended for survey control.
 GQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0164.See file dsdata.txt to determine how the superseded data were derived.
 GQ0164
 GQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF409882(NAD 83)
 GQ0164_MARKER: Z = SEE DESCRIPTION
 GQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0164_STAMPING: SM 4
 GQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0164+STABILITY: SURFACE MOTION
 GQ0164
 GQ0164  HISTORY     - Date     Condition        Report By
 GQ0164  HISTORY     - UNK      MONUMENTED       CGS
 GQ0164  HISTORY     - 1960     GOOD             NGS
 GQ0164  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0164
 GQ0164                          STATION DESCRIPTION
 GQ0164
 GQ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0164'1.7 MI SE FROM LITTLEFIELD.
 GQ0164'0.2 MILES NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, THENCE
 GQ0164'1.5 MILES NORTHEAST ON A TRAIL ROAD THAT LEADS ACROSS THE VIRGIN RIVER
 GQ0164'TO THE MARK, 96 FEET SOUTH OF THE TRAIL ROAD, 3 FEET SOUTHWEST OF A 2
 GQ0164'X 2 IN. WOOD POST, SET IN THE TOP OF A 6-INCH SQUARE POST PROJECTING 8
 GQ0164'INCHES.
 GQ0164
 GQ0164                          STATION RECOVERY (1982)
 GQ0164
 GQ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0169 ***********************************************************************
 GQ0169  DESIGNATION -  SM 8
 GQ0169  PID         -  GQ0169
 GQ0169  STATE/COUNTY-  AZ/MOHAVE
 GQ0169  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0169
 GQ0169                         *CURRENT SURVEY CONTROL
 GQ0169  ___________________________________________________________________
 GQ0169* NAD 83(1986)-  36 54 55.     (N)    113 52 29.     (W)     SCALED    
 GQ0169* NAVD 88     -       602.683  (meters)    1977.30   (feet)  POSTED    
 GQ0169  ___________________________________________________________________
 GQ0169  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 GQ0169  DYNAMIC HT  -         602.090 (meters)    1975.36  (feet)  COMP
 GQ0169  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 GQ0169
 GQ0169  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0169
 GQ0169.The horizontal coordinates were scaled from a topographic map and have
 GQ0169.an estimated accuracy of +/- 6 seconds.
 GQ0169
 GQ0169.The orthometric height was determined by differential leveling
 GQ0169.and adjusted by the  in 1992.
 GQ0169.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0169.rate of 1.1 thru 2.0 mm/km.
 GQ0169
 GQ0169.The geoid height was determined by GEOID03.
 GQ0169
 GQ0169.The dynamic height is computed by dividing the NAVD 88
 GQ0169.geopotential number by the normal gravity value computed on the
 GQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0169.degrees latitude (g = 980.6199 gals.).
 GQ0169
 GQ0169.The modeled gravity was interpolated from observed gravity values.
 GQ0169
 GQ0169;                    North         East    Units  Estimated Accuracy
 GQ0169;SPC AZ W     -   656,100.      202,250.      MT  (+/- 180 meters Scaled)
 GQ0169
 GQ0169                          SUPERSEDED SURVEY CONTROL
 GQ0169
 GQ0169  NGVD 29 (??/??/92)  601.928  (m)         1974.83   (f) ADJ UNCH    2 0
 GQ0169
 GQ0169.Superseded values are not recommended for survey control.
 GQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0169.See file dsdata.txt to determine how the superseded data were derived.
 GQ0169
 GQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF439893(NAD 83)
 GQ0169_MARKER: Z = SEE DESCRIPTION
 GQ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0169_STAMPING: SM 8
 GQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0169+STABILITY: SURFACE MOTION
 GQ0169
 GQ0169  HISTORY     - Date     Condition        Report By
 GQ0169  HISTORY     - UNK      MONUMENTED       CGS
 GQ0169  HISTORY     - 1960     GOOD             NGS
 GQ0169  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0169
 GQ0169                          STATION DESCRIPTION
 GQ0169
 GQ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0169'4.1 MI NE FROM LITTLEFIELD.
 GQ0169'0.2 MILES NORTHEAST OF POST OFFICE AT LITTLEFIELD, ARIZONA, TO TRAIL
 GQ0169'LEADING SOUTHEAST, THENCE 3.9 MILES NORTHEAST ON TRAIL ROAD THAT
 GQ0169'CROSSES THE VIRGIN RIVER TO THE MARK, ABOUT 0.4 MILES SOUTHEAST OF
 GQ0169'TRIANGULATION STATION BEAVER, .05 MILE SOUTH OF A TRAIL ROAD, SET IN
 GQ0169'THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 GQ0169'SETTING ON TOP OF AN OLD DIKE.
 GQ0169
 GQ0169                          STATION RECOVERY (1982)
 GQ0169
 GQ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5774 ***********************************************************************
 DH5774  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5774  DESIGNATION -  SMITH CANYON
 DH5774  PID         -  DH5774
 DH5774  STATE/COUNTY-  AZ/COCHISE
 DH5774  USGS QUAD   -  RAILROAD PASS (1979)
 DH5774
 DH5774                         *CURRENT SURVEY CONTROL
 DH5774  ___________________________________________________________________
 DH5774* NAD 83(2007)-  32 15 13.41144(N)    109 44 22.39358(W)     ADJUSTED  
 DH5774* NAVD 88     -      1295.85   (meters)    4251.5    (feet)  GPS OBS   
 DH5774  ___________________________________________________________________
 DH5774  EPOCH DATE  -        2007.00
 DH5774  X           -  -1,823,880.753 (meters)                     COMP
 DH5774  Y           -  -5,082,842.289 (meters)                     COMP
 DH5774  Z           -   3,384,935.705 (meters)                     COMP
 DH5774  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 DH5774  ELLIP HEIGHT-        1268.987 (meters)          (02/10/07) ADJUSTED
 DH5774  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DH5774
 DH5774  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5774  Type    PID    Designation                      North   East  Ellip
 DH5774  -------------------------------------------------------------------
 DH5774  NETWORK DH5774 SMITH CANYON                      0.74   0.61   2.27
 DH5774  -------------------------------------------------------------------
 DH5774
 DH5774.The horizontal coordinates were established by GPS observations
 DH5774.and adjusted by the National Geodetic Survey in February 2007.
 DH5774
 DH5774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5774.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5774.The horizontal coordinates are valid at the epoch date displayed above.
 DH5774.The epoch date for horizontal control is a decimal equivalence
 DH5774.of Year/Month/Day.
 DH5774
 DH5774.The orthometric height was determined by GPS observations and a
 DH5774.high-resolution geoid model.
 DH5774.The orthometric height was determined by GPS observations and a
 DH5774.high-resolution geoid model using precise GPS observation and
 DH5774.processing techniques.
 DH5774
 DH5774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5774
 DH5774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5774
 DH5774.The ellipsoidal height was determined by GPS observations
 DH5774.and is referenced to NAD 83.
 DH5774
 DH5774.The geoid height was determined by GEOID03.
 DH5774
 DH5774;                    North         East     Units Scale Factor Converg.
 DH5774;SPC AZ E     -   139,079.625   253,603.840   MT  0.99991997   +0 13 40.6
 DH5774;SPC AZ E     -   456,297.98    832,033.60   iFT  0.99991997   +0 13 40.6
 DH5774;UTM  12      - 3,569,256.833   618,731.015   MT  0.99977384   +0 40 21.9
 DH5774
 DH5774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5774!SPC AZ E     -   0.99980079  x   0.99991997  =   0.99972078
 DH5774!UTM  12      -   0.99980079  x   0.99977384  =   0.99957468
 DH5774
 DH5774                          SUPERSEDED SURVEY CONTROL
 DH5774
 DH5774  NAD 83(1992)-  32 15 13.41102(N)    109 44 22.39270(W) AD(       ) B
 DH5774  ELLIP H (08/22/05) 1269.010  (m)                       GP(       ) 4 2
 DH5774
 DH5774.Superseded values are not recommended for survey control.
 DH5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5774.See file dsdata.txt to determine how the superseded data were derived.
 DH5774
 DH5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1873169257(NAD 83)
 DH5774_MARKER: DD = SURVEY DISK
 DH5774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5774_STAMPING: SMITH CANYON 2004
 DH5774_MARK LOGO: AZ-003
 DH5774_PROJECTION: FLUSH
 DH5774_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5774+STABILITY: SURFACE MOTION
 DH5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5774+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5774
 DH5774  HISTORY     - Date     Condition        Report By
 DH5774  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5774
 DH5774                          STATION DESCRIPTION
 DH5774
 DH5774'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5774'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AV. AND
 DH5774'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR
 DH5774'4.06 MILES TO A DIRT ROAD THAT BEARS NORTH, HEAD NORTH ON ROAD FOR 1.8
 DH5774'MILES UNTIL IT TURNS INTO MOONLIGHT RD., TRAVEL EASTERLY ON MOONLIGHT
 DH5774'RD. FOR 2.3 MILES TO MARTIN RANCH RD., GO NORTH ON MARTIN RANCH RD.
 DH5774'FOR 1.0 MILES TO THE STATION. THE STATION POINT IS APPROX. 120 FEET
 DH5774'WEST OF THE ROAD CENTERLINE IN AN OPEN SANDY AREA.
 DH5774' 
 DH5774'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5774'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5774'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1906 ***********************************************************************
 CZ1906  DESIGNATION -  SMOKE
 CZ1906  PID         -  CZ1906
 CZ1906  STATE/COUNTY-  AZ/PINAL
 CZ1906  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1906
 CZ1906                         *CURRENT SURVEY CONTROL
 CZ1906  ___________________________________________________________________
 CZ1906* NAD 83(1992)-  32 51 29.44450(N)    111 10 29.45264(W)     ADJUSTED  
 CZ1906* NAVD 88     -       761.6    (meters)    2499.     (feet)  VERTCON   
 CZ1906  ___________________________________________________________________
 CZ1906  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 CZ1906  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CZ1906  HORZ ORDER  -  SECOND
 CZ1906
 CZ1906.The horizontal coordinates were established by classical geodetic methods
 CZ1906.and adjusted by the National Geodetic Survey in August 1993.
 CZ1906
 CZ1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1906
 CZ1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1906
 CZ1906.The geoid height was determined by GEOID03.
 CZ1906
 CZ1906;                    North         East     Units Scale Factor Converg.
 CZ1906;SPC AZ C     -   206,268.584   282,789.902   MT  0.99995942   +0 24 09.0
 CZ1906;SPC AZ C     -   676,734.20    927,788.39   iFT  0.99995942   +0 24 09.0
 CZ1906;UTM  12      - 3,635,578.380   483,640.341   MT  0.99960330   -0 05 41.5
 CZ1906
 CZ1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1906!SPC AZ C     -   0.99988498  x   0.99995942  =   0.99984440
 CZ1906!UTM  12      -   0.99988498  x   0.99960330  =   0.99948832
 CZ1906
 CZ1906|---------------------------------------------------------------------|
 CZ1906| PID    Reference Object                     Distance      Geod. Az  |
 CZ1906|                                                           dddmmss.s |
 CZ1906| CH5450 SMOKE RM 1                           14.757 METERS 17145     |
 CZ1906| CH5451 SMOKE RM 2                           14.501 METERS 25039     |
 CZ1906| CH5449 SMOKE AZ MK                                        2763606.9 |
 CZ1906|---------------------------------------------------------------------|
 CZ1906
 CZ1906                          SUPERSEDED SURVEY CONTROL
 CZ1906
 CZ1906  NAD 83(1986)-  32 51 29.43775(N)    111 10 29.45162(W) AD(       ) 2
 CZ1906  NAD 27      -  32 51 29.19050(N)    111 10 27.05230(W) AD(       ) 2
 CZ1906  NGVD 29 (07/19/86)  761.0    (m)         2497.     (f) VERT ANG    3  
 CZ1906
 CZ1906.Superseded values are not recommended for survey control.
 CZ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1906.See file dsdata.txt to determine how the superseded data were derived.
 CZ1906
 CZ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8364035578(NAD 83)
 CZ1906_MARKER: DS = TRIANGULATION STATION DISK
 CZ1906_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ1906
 CZ1906  HISTORY     - Date     Condition        Report By
 CZ1906  HISTORY     - 1936     MONUMENTED       CGS
 CZ1906  HISTORY     - 1977     GOOD             NGS
 CZ1906
 CZ1906                          STATION DESCRIPTION
 CZ1906
 CZ1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1906'ABOUT 17-1/2 MILES SOUTHEAST OF FLORENCE, AND ABOUT 4 MILES
 CZ1906'EAST OF U.S. HIGHWAY NO. 80, ALONG A WELL-TRAVELED TRACK
 CZ1906'ROAD LEADING EAST FROM THE HIGHWAY, ON A CACTUS AND BRUSH
 CZ1906'COVERED PLAIN, ABOUT 60 YARDS EAST OF A WASH ALONG THE ROAD
 CZ1906'TO THE WEST, 23.5 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 CZ1906'AND 12 FEET EAST-NORTHEAST OF A STUBBY SAGUARO, OPPOSITE
 CZ1906'THE HEAD OF A WASH TO THE NORTH.  MARKED BY A STANDARD BRONZE
 CZ1906'REFERENCE MARK NO. 1, A
 CZ1906'STANDARD BRONZE REFERENCE DISK, IS 14.757 METERS
 CZ1906'(48.42 FEET) FROM STATION.
 CZ1906'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ1906'IS 25 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND
 CZ1906'14.501 METERS (47.58 FEET) FROM STATION.
 CZ1906'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 CZ1906'IS ABOUT 60 YARDS EAST OF CURVE WHERE ROAD CROSSES A
 CZ1906'SHALLOW WASH, 10 FEET SOUTH OF THE CENTER OF THE ROAD AND
 CZ1906'0.3 MILE FROM STATION.
 CZ1906
 CZ1906                          STATION RECOVERY (1977)
 CZ1906
 CZ1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1906'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 CZ1906'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, AZIMUTH MARK WAS
 CZ1906'NOT SEARCHED FOR.  NO HORIZONTAL ANGLES TURNED AT THIS TIME.
 CZ1906'
 CZ1906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17.5 MILES S.E.
 CZ1906'FLORENCE.
 CZ1906'
 CZ1906'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0705 ***********************************************************************
 DA0705  DESIGNATION -  SMURR
 DA0705  PID         -  DA0705
 DA0705  STATE/COUNTY-  AZ/MARICOPA
 DA0705  USGS QUAD   -  SMURR (1973)
 DA0705
 DA0705                         *CURRENT SURVEY CONTROL
 DA0705  ___________________________________________________________________
 DA0705* NAD 83(1992)-  32 55 35.90003(N)    112 50 34.17599(W)     ADJUSTED  
 DA0705* NAVD 88     -       228.301  (meters)     749.02   (feet)  ADJUSTED  
 DA0705  ___________________________________________________________________
 DA0705  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DA0705  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA0705  DYNAMIC HT  -         228.036 (meters)     748.15  (feet)  COMP
 DA0705  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 DA0705
 DA0705  HORZ ORDER  -  THIRD
 DA0705  VERT ORDER  -  FIRST     CLASS II
 DA0705
 DA0705.The horizontal coordinates were established by classical geodetic methods
 DA0705.and adjusted by the National Geodetic Survey in August 1993.
 DA0705
 DA0705.The orthometric height was determined by differential leveling
 DA0705.and adjusted in June 1991.
 DA0705
 DA0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0705
 DA0705.The geoid height was determined by GEOID03.
 DA0705
 DA0705.The dynamic height is computed by dividing the NAVD 88
 DA0705.geopotential number by the normal gravity value computed on the
 DA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0705.degrees latitude (g = 980.6199 gals.).
 DA0705
 DA0705.The modeled gravity was interpolated from observed gravity values.
 DA0705
 DA0705;                    North         East     Units Scale Factor Converg.
 DA0705;SPC AZ C     -   213,996.880   126,742.920   MT  0.99999248   -0 30 12.5
 DA0705;SPC AZ C     -   702,089.50    415,823.23   iFT  0.99999248   -0 30 12.5
 DA0705;UTM  12      - 3,644,660.672   327,696.237   MT  0.99996607   -1 00 07.0
 DA0705
 DA0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0705!SPC AZ C     -   0.99996908  x   0.99999248  =   0.99996156
 DA0705!UTM  12      -   0.99996908  x   0.99996607  =   0.99993515
 DA0705
 DA0705:                Primary Azimuth Mark                     Grid Az
 DA0705:SPC AZ C     -  Y 319                                    088 00 34.5
 DA0705:UTM  12      -  Y 319                                    088 30 29.0
 DA0705
 DA0705|---------------------------------------------------------------------|
 DA0705| PID    Reference Object                     Distance      Geod. Az  |
 DA0705|                                                           dddmmss.s |
 DA0705| DA0580 Y 319                                              0873022.0 |
 DA0705| DA1551 GILA BEND AFB WATER TANK            APPROX.11.6 KM 1151658.5 |
 DA0705| DA0706 SMURR RM 1                           20.325 METERS 14922     |
 DA0705| DA0707 SMURR RM 2                           24.467 METERS 24000     |
 DA0705|---------------------------------------------------------------------|
 DA0705
 DA0705                          SUPERSEDED SURVEY CONTROL
 DA0705
 DA0705  NAD 83(1986)-  32 55 35.89313(N)    112 50 34.18105(W) AD(       ) 3
 DA0705  NAD 27      -  32 55 35.71880(N)    112 50 31.57100(W) AD(       ) 3
 DA0705  NGVD 29 (??/??/92)  227.734  (m)          747.16   (f) ADJ UNCH    1 2
 DA0705
 DA0705.Superseded values are not recommended for survey control.
 DA0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0705.See file dsdata.txt to determine how the superseded data were derived.
 DA0705
 DA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2769644661(NAD 83)
 DA0705_MARKER: DS = TRIANGULATION STATION DISK
 DA0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0705_STAMPING: SMURR 1960
 DA0705_MARK LOGO: CGS   
 DA0705_PROJECTION: FLUSH
 DA0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0705+STABILITY: SURFACE MOTION
 DA0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0705+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0705
 DA0705  HISTORY     - Date     Condition        Report By
 DA0705  HISTORY     - 1960     MONUMENTED       CGS
 DA0705  HISTORY     - 1960     GOOD             CGS
 DA0705  HISTORY     - 1968     GOOD             AMS
 DA0705  HISTORY     - 1973     GOOD             USGS
 DA0705  HISTORY     - 1980     GOOD             NGS
 DA0705  HISTORY     - 1980     GOOD             NGS
 DA0705  HISTORY     - 1980     GOOD             NGS
 DA0705  HISTORY     - 20060220 GOOD             USPSQD
 DA0705  HISTORY     - 20070626 GOOD             GEOCAC
 DA0705
 DA0705                          STATION DESCRIPTION
 DA0705
 DA0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0705'THE STATION IS LOCATED ABOUT 7-1/2 MILES, AIRLINE, WEST OF
 DA0705'GILA BEND, 2 1/2, AIRLINE, EAST OF THE THEBA OVERPASS, ON
 DA0705'SOUTHERN PACIFIC RAILROAD PROPERTY.
 DA0705'
 DA0705'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GILA BEND,
 DA0705'GO SOUTH ON MARTIN AVENUE FOR 1/2 BLOCK TO THE INTERSECTION
 DA0705'AND JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 85.  TURN RIGHT
 DA0705'ON U.S. HIGHWAY 80 AND GO WESTERLY FOR 7.5 MILES TO THE STATION
 DA0705'ON THE LEFT AT A POINT WHERE A POWER LINE CROSSES OVER THE
 DA0705'HIGHWAY TO A RAILROAD SEMAPHORE.
 DA0705'
 DA0705'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED SMURR 1960,
 DA0705'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 DA0705'PROJECTS 6 INCHES ABOVE GROUND LEVEL.  MARK IS 175 FEET
 DA0705'NORTH-NORTHWEST OF A RAILROAD SEMAPHORE, 6 FEET SOUTHWEST OF
 DA0705'A METAL WITNESS POST, AND 30 FEET WEST OF A TRACK ROAD.
 DA0705'
 DA0705'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 DA0705'SMURR NO 1 1960, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DA0705'MONUMENT WHICH PROJECTS 6 INCHES ABOVE GROUND LEVEL.  MARK
 DA0705'IS ABOUT 100 FEET NORTH-NORTHWEST OF A RAILROAD SEMAPHORE.
 DA0705'
 DA0705'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 DA0705'SMURR NO 2 1960, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DA0705'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL.  MARK
 DA0705'IS 3 FEET NORTHEAST OF A POWER POLE.
 DA0705'
 DA0705'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED Y 319
 DA0705'1952, SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER WHICH
 DA0705'PROJECTS 6 INCHES ABOVE GROUND LEVEL.  MARK IS 3 FEET WEST
 DA0705'OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS POST AND DIRECTLY
 DA0705'BENEATH A TELEPHONE LINE.
 DA0705'
 DA0705'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW A TRACK
 DA0705'ROAD ALONG THE NORTH SIDE OF THE SOUTHERN PACIFIC RAILROAD
 DA0705'MAINLINE FOR 0.3 MILE TO THE MARK ON THE LEFT AT ABOVE MENTIONED
 DA0705'WITNESS POST.
 DA0705
 DA0705                          STATION RECOVERY (1960)
 DA0705
 DA0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0705'7.5 MI W FROM GILA BEND.
 DA0705'7.5 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT GILA BEND,
 DA0705'175 FEET NORTHWEST OF A RAILROAD SEMAPHORE, 80.27 FEET NORTHEAST OF
 DA0705'R.M. 2, 66.68 FEET NORTH OF R.M. 1, 30 FEET WEST OF A TRACK ROAD, 6
 DA0705'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 DA0705'CONCRETE POST PROJECTING 6 INCHES.
 DA0705
 DA0705                          STATION RECOVERY (1968)
 DA0705
 DA0705'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 DA0705'STATION MARK AND R.M.S RECOVERED AS DESCRIBED.
 DA0705
 DA0705                          STATION RECOVERY (1973)
 DA0705
 DA0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RBR)
 DA0705'7.5 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0705'POST OFFICE AT GILA BEND.  0.5 MILES WEST OF CROSSING OF
 DA0705'THE GILA BEND CANAL.  550 FEET NW. OF A RAILROAD SEMAPHORE.
 DA0705'185 FEET N. OF CENTERLINE RR TRACKS.  115 FEET S. OF OLD HWY.
 DA0705'80.  6 FT. SW OF METAL WITNESS POST.
 DA0705'
 DA0705'R.M. 1 - 115 FT. N. RR TRACK.  175 FT. S. OF OLD HWY. 80
 DA0705'
 DA0705'R.M. 2 - 145 FT. N. RR TRACK.  140 FT. S. OF OLD HWY 80.
 DA0705'3.0 FT. W. OF POWER POLE.
 DA0705
 DA0705                          STATION RECOVERY (1980)
 DA0705
 DA0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0705'12.15 KM (7.55 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0705'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15 MI) SOUTHWEST
 DA0705'OF RAILROAD SEMAPHORE NUMBER A, AT A T JUNCTION IN THE POWER LINES
 DA0705'CROSSING INTERSTATE HIGHWAY 8, 55.5 METERS (182 FT) NORTHWEST OF THE
 DA0705'NORTHWEST RAIL, 65.5 METERS (215 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0705'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 25.4 METERS (83.5 FT)
 DA0705'NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE.
 DA0705'THE MARK IS 1.8 METERS  SW FROM A WITNESS POST.
 DA0705'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0705
 DA0705                          STATION RECOVERY (1980)
 DA0705
 DA0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0705'12.15 KM (7.55 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0705'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15 MI) SOUTHWEST
 DA0705'OF RAILROAD SEMAPHORE NUMBER A, AT A T JUNCTION IN THE POWER LINES
 DA0705'CROSSING INTERSTATE HIGHWAY 8, 55.5 METERS (182 FT) NORTHWEST OF THE
 DA0705'NORTHWEST RAIL, 65.5 METERS (215 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0705'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 25.4 METERS (83.5 FT)
 DA0705'NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE.
 DA0705'THE MARK IS 1.8 METERS  SW FROM A WITNESS POST.
 DA0705'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0705
 DA0705                          STATION RECOVERY (1980)
 DA0705
 DA0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0705'RECOVERED IN GOOD CONDITION.
 DA0705
 DA0705                          STATION RECOVERY (2006)
 DA0705
 DA0705'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0705'RECOVERED AS DESCRIBED.
 DA0705
 DA0705                          STATION RECOVERY (2007)
 DA0705
 DA0705'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0707 ***********************************************************************
 DA0707  DESIGNATION -  SMURR RM 2
 DA0707  PID         -  DA0707
 DA0707  STATE/COUNTY-  AZ/MARICOPA
 DA0707  USGS QUAD   -  SMURR (1973)
 DA0707
 DA0707                         *CURRENT SURVEY CONTROL
 DA0707  ___________________________________________________________________
 DA0707* NAD 83(1986)-  32 55 35.     (N)    112 50 34.     (W)     SCALED    
 DA0707* NAVD 88     -       228.326  (meters)     749.10   (feet)  ADJUSTED  
 DA0707  ___________________________________________________________________
 DA0707  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA0707  DYNAMIC HT  -         228.061 (meters)     748.23  (feet)  COMP
 DA0707  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 DA0707
 DA0707  VERT ORDER  -  FIRST     CLASS II
 DA0707
 DA0707.The horizontal coordinates were scaled from a topographic map and have
 DA0707.an estimated accuracy of +/- 6 seconds.
 DA0707
 DA0707.The orthometric height was determined by differential leveling
 DA0707.and adjusted in June 1991.
 DA0707
 DA0707.The geoid height was determined by GEOID03.
 DA0707
 DA0707.The dynamic height is computed by dividing the NAVD 88
 DA0707.geopotential number by the normal gravity value computed on the
 DA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0707.degrees latitude (g = 980.6199 gals.).
 DA0707
 DA0707.The modeled gravity was interpolated from observed gravity values.
 DA0707
 DA0707;                    North         East    Units  Estimated Accuracy
 DA0707;SPC AZ C     -   213,970.      126,750.      MT  (+/- 180 meters Scaled)
 DA0707
 DA0707                          SUPERSEDED SURVEY CONTROL
 DA0707
 DA0707  NGVD 29 (??/??/92)  227.759  (m)          747.24   (f) ADJ UNCH    1 2
 DA0707
 DA0707.Superseded values are not recommended for survey control.
 DA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0707.See file dsdata.txt to determine how the superseded data were derived.
 DA0707
 DA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB277446(NAD 83)
 DA0707_MARKER: DR = REFERENCE MARK DISK
 DA0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0707_STAMPING: SMURR NO 2 1960
 DA0707_MARK LOGO: CGS   
 DA0707_PROJECTION: FLUSH
 DA0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0707+STABILITY: SURFACE MOTION
 DA0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0707+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0707
 DA0707  HISTORY     - Date     Condition        Report By
 DA0707  HISTORY     - 1960     MONUMENTED       CGS
 DA0707  HISTORY     - 1980     GOOD             NGS
 DA0707  HISTORY     - 1980     GOOD             NGS
 DA0707  HISTORY     - 20060128 GOOD             USPSQD
 DA0707  HISTORY     - 20060128 GOOD             USPSQD
 DA0707  HISTORY     - 20070626 GOOD             GEOCAC
 DA0707
 DA0707                          STATION DESCRIPTION
 DA0707
 DA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0707'7.5 MI W FROM GILA BEND.
 DA0707'7.5 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT GILA BEND,
 DA0707'80.27 FEET SOUTHWEST OF THE STATION MARK, SET IN A SQUARE CONCRETE
 DA0707'POST PROJECTING 4 INCHES.
 DA0707
 DA0707                          STATION RECOVERY (1980)
 DA0707
 DA0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0707'12.15 KM (7.55 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0707'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15 MI) SOUTHWEST
 DA0707'OF RAILROAD SEMAPHORE NUMBER A, AT A T JUNCTION IN THE POWER LINES
 DA0707'CROSSING INTERSTATE HIGHWAY 8, 24.5 METERS (80.5 FT) NORTH-NORTHEAST
 DA0707'OF THE TRIANGULATION STATION SMURR, 46.9 METERS (154 FT) NORTHWEST
 DA0707'OF THE NORTHWEST RAIL, 74.1 METERS (243 FT) SOUTHEAST OF THE
 DA0707'CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 0.9 METER (3.0
 DA0707'FT) NORTHEAST OF A POWER POLE WITH A GUY WIRE.
 DA0707'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0707
 DA0707                          STATION RECOVERY (1980)
 DA0707
 DA0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0707'12.15 KM (7.55 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0707'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15 MI) SOUTHWEST
 DA0707'OF RAILROAD SEMAPHORE NUMBER A, AT A T JUNCTION IN THE POWER LINES
 DA0707'CROSSING INTERSTATE HIGHWAY 8, 24.5 METERS (80.5 FT) NORTH-NORTHEAST
 DA0707'OF THE TRIANGULATION STATION SMURR, 46.9 METERS (154 FT) NORTHWEST
 DA0707'OF THE NORTHWEST RAIL, 74.1 METERS (243 FT) SOUTHEAST OF THE
 DA0707'CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 0.9 METER (3.0
 DA0707'FT) NORTHEAST OF A POWER POLE WITH A GUY WIRE.
 DA0707'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0707
 DA0707                          STATION RECOVERY (2006)
 DA0707
 DA0707'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0707'RECOVERED AS DESCRIBED.
 DA0707
 DA0707                          STATION RECOVERY (2006)
 DA0707
 DA0707'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0707'RECOVERED AS DESCRIBED.
 DA0707
 DA0707                          STATION RECOVERY (2007)
 DA0707
 DA0707'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0658 ***********************************************************************
 GP0658  DESIGNATION -  SNAG
 GP0658  PID         -  GP0658
 GP0658  STATE/COUNTY-  AZ/COCONINO
 GP0658  USGS QUAD   -  CHAIYAHI RIM NE (1970)
 GP0658
 GP0658                         *CURRENT SURVEY CONTROL
 GP0658  ___________________________________________________________________
 GP0658* NAD 83(1992)-  36 52 50.51468(N)    110 45 46.28618(W)     ADJUSTED  
 GP0658* NAVD 88     -      2124.4    (meters)    6970.     (feet)  VERTCON   
 GP0658  ___________________________________________________________________
 GP0658  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 GP0658  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 GP0658  HORZ ORDER  -  THIRD
 GP0658
 GP0658.The horizontal coordinates were established by classical geodetic methods
 GP0658.and adjusted by the National Geodetic Survey in November 1997.
 GP0658
 GP0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0658
 GP0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0658
 GP0658.The geoid height was determined by GEOID03.
 GP0658
 GP0658;                    North         East     Units Scale Factor Converg.
 GP0658;SPC AZ C     -   652,853.340   316,214.412   MT  1.00003029   +0 41 33.1
 GP0658;SPC AZ C     - 2,141,907.28  1,037,448.86   iFT  1.00003029   +0 41 33.1
 GP0658;UTM  12      - 4,081,664.250   521,132.964   MT  0.99960550   +0 08 32.4
 GP0658
 GP0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0658!SPC AZ C     -   0.99967010  x   1.00003029  =   0.99970038
 GP0658!UTM  12      -   0.99967010  x   0.99960550  =   0.99927573
 GP0658
 GP0658:                Primary Azimuth Mark                     Grid Az
 GP0658:SPC AZ C     -  CANYON                                   084 21 29.8
 GP0658:UTM  12      -  CANYON                                   084 54 30.5
 GP0658
 GP0658|---------------------------------------------------------------------|
 GP0658| PID    Reference Object                     Distance      Geod. Az  |
 GP0658|                                                           dddmmss.s |
 GP0658| GP0650 CANYON                              APPROX.11.1 KM 0850302.9 |
 GP0658|---------------------------------------------------------------------|
 GP0658
 GP0658                          SUPERSEDED SURVEY CONTROL
 GP0658
 GP0658  NAD 83(1992)-  36 52 50.51380(N)    110 45 46.28664(W) AD(       ) 3
 GP0658  NAD 83(1986)-  36 52 50.51328(N)    110 45 46.28196(W) AD(       ) 3
 GP0658  NAD 27      -  36 52 50.51242(N)    110 45 43.78534(W) AD(       ) 3
 GP0658  NGVD 29 (07/19/86) 2123.3    (m)         6966.     (f) VERT ANG    3  
 GP0658
 GP0658.Superseded values are not recommended for survey control.
 GP0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0658.See file dsdata.txt to determine how the superseded data were derived.
 GP0658
 GP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF2113381664(NAD 83)
 GP0658_MARKER: DD = SURVEY DISK
 GP0658_SETTING: 80 = SET IN A BOULDER
 GP0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0658+STABILITY: SURFACE MOTION
 GP0658
 GP0658  HISTORY     - Date     Condition        Report By
 GP0658  HISTORY     - 1953     MONUMENTED       USGS
 GP0658
 GP0658                          STATION DESCRIPTION
 GP0658
 GP0658'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GP0658'LOCATED ABOUT 48 MI. ENE. OF MARBLE CANYON, 32 MI. WNW. OF KAYENTA AND
 GP0658'7 MI. S. OF UTAH-ARIZONA STATE LINE, ON PROMINIENT SMALL TOP.
 GP0658'
 GP0658'REACHED BY HELICOPTER.
 GP0658'
 GP0658'STATION MARK - STANDARD TABLET STAMPED ---SNAG 1953--- SET IN SMALL
 GP0658'BOULDER PROJECTING 0.5 FT. ABOVE GROUND.
 GP0658'
 GP0658'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 GP0658'---R M 1--- SET IN SANDSTONE OUTCROPPING, 32.26 FT. FROM STATION MARK,
 GP0658'N 69 DEG 40 MIN 03 SEC E.
 GP0658'
 GP0658'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 GP0658'---R M 2--- SET IN LARGE BOULDER, 80.90 FT. FROM STATION MARK,
 GP0658'N 51 DEG 37 MIN 13 SEC W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0541 ***********************************************************************
 FR0541  DESIGNATION -  SNAKE
 FR0541  PID         -  FR0541
 FR0541  STATE/COUNTY-  AZ/MOHAVE
 FR0541  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0541
 FR0541                         *CURRENT SURVEY CONTROL
 FR0541  ___________________________________________________________________
 FR0541* NAD 83(1992)-  35 12 19.20077(N)    113 54 37.02204(W)     ADJUSTED  
 FR0541* NAVD 88     -      1236.675  (meters)    4057.32   (feet)  POSTED    
 FR0541  ___________________________________________________________________
 FR0541  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 FR0541  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FR0541  DYNAMIC HT  -        1235.180 (meters)    4052.42  (feet)  COMP
 FR0541  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 FR0541
 FR0541  HORZ ORDER  -  SECOND
 FR0541  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0541
 FR0541.The horizontal coordinates were established by classical geodetic methods
 FR0541.and adjusted by the National Geodetic Survey in August 1993.
 FR0541
 FR0541.The orthometric height was determined by differential leveling
 FR0541.and adjusted by the  in 1992.
 FR0541.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0541.was located on a no-check spur therefore a value was not computed.
 FR0541.No vertical observational check was made to the station.
 FR0541
 FR0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0541
 FR0541.The geoid height was determined by GEOID03.
 FR0541
 FR0541.The dynamic height is computed by dividing the NAVD 88
 FR0541.geopotential number by the normal gravity value computed on the
 FR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0541.degrees latitude (g = 980.6199 gals.).
 FR0541
 FR0541.The modeled gravity was interpolated from observed gravity values.
 FR0541
 FR0541;                    North         East     Units Scale Factor Converg.
 FR0541;SPC AZ W     -   466,379.462   198,765.589   MT  0.99993596   -0 05 32.7
 FR0541;SPC AZ W     - 1,530,116.35    652,118.07   iFT  0.99993596   -0 05 32.7
 FR0541;UTM  12      - 3,899,695.294   235,058.386   MT  1.00046517   -1 40 43.6
 FR0541
 FR0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0541!SPC AZ W     -   0.99981031  x   0.99993596  =   0.99974629
 FR0541!UTM  12      -   0.99981031  x   1.00046517  =   1.00027540
 FR0541
 FR0541|---------------------------------------------------------------------|
 FR0541| PID    Reference Object                     Distance      Geod. Az  |
 FR0541|                                                           dddmmss.s |
 FR0541| FR0542 SNAKE RM 1                            8.390 METERS 12007     |
 FR0541| FR0539 SNAKE AZ MK                                        2524917.9 |
 FR0541| FR0540 SNAKE RM 2                            7.211 METERS 25638     |
 FR0541| FS1051 KINGMAN RADIO STA KAAA MAST         APPROX.10.0 KM 2604306.9 |
 FR0541| FR0978 KINGMAN MUN APT CONTROL TOWER       APPROX. 6.7 KM 3321833.7 |
 FR0541| FR0979 KINGMAN MUN AIRPORT BEACON          APPROX. 6.8 KM 3344444.4 |
 FR0541|---------------------------------------------------------------------|
 FR0541
 FR0541                          SUPERSEDED SURVEY CONTROL
 FR0541
 FR0541  NAD 83(1986)-  35 12 19.19850(N)    113 54 37.02066(W) AD(       ) 2
 FR0541  NAD 27      -  35 12 19.20630(N)    113 54 34.20940(W) AD(       ) 2
 FR0541  NGVD 29 (??/??/92) 1235.854  (m)         4054.63   (f) ADJ UNCH    2 0
 FR0541
 FR0541.Superseded values are not recommended for survey control.
 FR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0541.See file dsdata.txt to determine how the superseded data were derived.
 FR0541
 FR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3505899695(NAD 83)
 FR0541_MARKER: DE = TRAVERSE STATION DISK
 FR0541_SETTING: 66 = SET IN ROCK OUTCROP
 FR0541_SP_SET: BEDROCK OUTCROP
 FR0541_STAMPING: SNAKE 1961
 FR0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0541+STABILITY: POSITION/ELEVATION WELL
 FR0541
 FR0541  HISTORY     - Date     Condition        Report By
 FR0541  HISTORY     - 1961     MONUMENTED       CGS
 FR0541  HISTORY     - 1962     GOOD             NGS
 FR0541  HISTORY     - 1967     GOOD             CGS
 FR0541  HISTORY     - 19700324 GOOD             USGS
 FR0541  HISTORY     - 1971     GOOD             NGS
 FR0541  HISTORY     - 1974     GOOD             NGS
 FR0541
 FR0541                          STATION DESCRIPTION
 FR0541
 FR0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0541'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF KINGMAN,
 FR0541'1 MILE NORTH OF STATE HIGHWAY 93 AND ON THE NORTH EDGE OF THE
 FR0541'SECOND LITLE HUMP OF WHAT IS LOCALLY KNOWN AS RATTLE SNAKE HILL.
 FR0541'THERE ARE HIGHER POINTS ON THE SAME HILL TO THE SOUTH OF
 FR0541'STATION.
 FR0541'
 FR0541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0541'AND STATE HIGHWAY 93 IN THE NORTHEAST EDGE OF KINGMAN, GO
 FR0541'EAST AND SOUTHEAST ON STATE HIGHWAY 93 FOR 5.8 MILES TO
 FR0541'MILE POST 79.  CONTINUE 0.15 MILE TO A GATE ON THE LEFT WHERE
 FR0541'THE POWER LINE CROSSES THE HIGHWAY, TURN LEFT AND GO NORTHEAST
 FR0541'ON A TRACK ROAD ALONG THE POWER LINE FOR 0.35 MILE TO A GATE
 FR0541'AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH GATE AND
 FR0541'CONTINUE ON TRACK ROAD FOR 0.45 MILE TO THE NORTH END OF HILL
 FR0541'AND POWER LINE TOWER (NUMBER 38.4) AND THE STATION ON THE
 FR0541'SECOND LITTLE HUMP ABOUT 150 YARDS SOUTH OF TRACK ROAD.
 FR0541'
 FR0541'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE IN
 FR0541'OUTCROPPING BEDROCK AND IS STAMPED SNAKE 1961.  THE MARK IS
 FR0541'11.6 FEET SOUTHWEST OF A ROCK CAIRN AND 9.5 FEET NORTHWEST
 FR0541'OF A WITNESS POST.
 FR0541'
 FR0541'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0541'HOLE IN OUTCROPPING BEDROCK, ABOUT 5 FEET LOWER IN ELEVATION
 FR0541'THAN STATION AND IS STAMPED SNAKE NO 1 1961.  THE MARK IS
 FR0541'30 FEET SOUTHEAST OF A ROCK CAIRN AND 19 FEET EAST OF A
 FR0541'WITNESS POST.
 FR0541'
 FR0541'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0541'HOLE IN OUTCROPPING BEDROCK, ABOUT 4 FEET LOWER IN ELEVATION
 FR0541'THAN THE STATION AND IS STAMPED SNAKE NO 2 1961.  THE MARK IS
 FR0541'33 FEET SOUTHWEST OF A ROCK CAIRN AND 29.3 FEET WEST OF A
 FR0541'WITNESS POST.
 FR0541'
 FR0541'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 FR0541'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND IS
 FR0541'STAMPED SNAKE 1961.  THE MARK IS 22 FEET SOUTHEAST OF THE
 FR0541'CENTER OF ROAD AND GATE, 1.5 FEET NORTH OF A WITNESS POST AND
 FR0541'1 FOOT EAST-NORTHEAST OF THE FENCE.
 FR0541'
 FR0541'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0541
 FR0541                          STATION RECOVERY (1962)
 FR0541
 FR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0541'7.0 MI NE FROM KINGMAN.
 FR0541'ABOUT 6.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0541'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, TO A POWER LINE
 FR0541'CROSSING AND A TRACK ROAD LEADING NORTH ALONG THE POWER LINE, THENCE
 FR0541'0.6 MILE NORTH ALONG THE TRACK ROAD, THENCE ABOUT 0.10 MILE EAST TO
 FR0541'THE TOP OF THE NORTH END OF A HILL, KNOWN LOCALLY AS RATTLESNAKE HILL,
 FR0541'128 FEET NORTH OF THE HIGHEST PART OF THE HILL, 11.5 FEET SOUTH OF A 3
 FR0541'FOOT HIGH CAIRN, 9.7 FEET WEST OF A METAL WITNESS POST, AND IS SET IN
 FR0541'THE TOP OF A 1 BY 3 FOOT OUTCROPPING BEDROCK PROJECTING ABOUT 0.5
 FR0541'FOOT.
 FR0541
 FR0541                          STATION RECOVERY (1967)
 FR0541
 FR0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 FR0541'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 FR0541'CONDITION AS DESCRIBED.
 FR0541'
 FR0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 FR0541'EAST OF KINGMAN.
 FR0541
 FR0541                          STATION RECOVERY (1970)
 FR0541
 FR0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (ACS)
 FR0541'RECOVERED IN GOOD CONDITION.
 FR0541
 FR0541                          STATION RECOVERY (1971)
 FR0541
 FR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JMK)
 FR0541'ALL MARKS FOUND IN GOOD CONDITION.
 FR0541'
 FR0541'THE AZIMUTH MARK CONTAINS A PUNCH MARK PLUS THE STANDARD
 FR0541'ARROW.  THSES INDENTATIONS ARE NOT COINCIDENT HENCE CONFUSION IS
 FR0541'PRESENT AS TO WHICH MARK CARRIES THE INTENDED AZIMUTH.  ALL
 FR0541'DIRECTIONS SHOWN HEREON ARE TAKEN TO THE STANDARD REFERENCE
 FR0541'MARK ARROW.
 FR0541
 FR0541                          STATION RECOVERY (1974)
 FR0541
 FR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FR0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1251 ***********************************************************************
 DB1251  DESIGNATION -  SNAKE
 DB1251  PID         -  DB1251
 DB1251  STATE/COUNTY-  AZ/YUMA
 DB1251  USGS QUAD   -  WELLTON (1982)
 DB1251
 DB1251                         *CURRENT SURVEY CONTROL
 DB1251  ___________________________________________________________________
 DB1251* NAD 83(1992)-  32 43 49.99843(N)    114 13 47.97117(W)     ADJUSTED  
 DB1251* NAVD 88     -       279.2    (meters)     916.     (feet)  VERTCON   
 DB1251  ___________________________________________________________________
 DB1251  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DB1251  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DB1251  HORZ ORDER  -  FIRST
 DB1251
 DB1251.The horizontal coordinates were established by classical geodetic methods
 DB1251.and adjusted by the National Geodetic Survey in August 1993.
 DB1251
 DB1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1251
 DB1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1251
 DB1251.The geoid height was determined by GEOID03.
 DB1251
 DB1251;                    North         East     Units Scale Factor Converg.
 DB1251;SPC AZ W     -   191,980.828   168,370.137   MT  0.99995828   -0 15 34.3
 DB1251;SPC AZ W     -   629,858.36    552,395.46   iFT  0.99995828   -0 15 34.3
 DB1251;UTM  11      - 3,624,811.342   759,588.582   MT  1.00043100   +1 29 54.8
 DB1251
 DB1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1251!SPC AZ W     -   0.99996140  x   0.99995828  =   0.99991968
 DB1251!UTM  11      -   0.99996140  x   1.00043100  =   1.00039238
 DB1251
 DB1251:                Primary Azimuth Mark                     Grid Az
 DB1251:SPC AZ W     -  SNAKE RM 3                               081 30 28.6
 DB1251:UTM  11      -  SNAKE RM 3                               079 44 59.5
 DB1251
 DB1251|---------------------------------------------------------------------|
 DB1251| PID    Reference Object                     Distance      Geod. Az  |
 DB1251|                                                           dddmmss.s |
 DB1251| CF0692 SNAKE RM 3                                         0811454.3 |
 DB1251| CF0690 SNAKE RM 1                            9.100 METERS 11348     |
 DB1251| CF0691 SNAKE RM 2                                         20746     |
 DB1251| DB1239 MUGGINS CAIRN                       APPROX. 9.2 KM 3585603.5 |
 DB1251|---------------------------------------------------------------------|
 DB1251
 DB1251                          SUPERSEDED SURVEY CONTROL
 DB1251
 DB1251  NAD 83(1986)-  32 43 49.99982(N)    114 13 47.97852(W) AD(       ) 1
 DB1251  NAD 27      -  32 43 49.83300(N)    114 13 45.19400(W) AD(       ) 1
 DB1251  NGVD 29 (04/26/91)  278.5    (m)          914.     (f) VERT ANG    3  
 DB1251
 DB1251.Superseded values are not recommended for survey control.
 DB1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1251.See file dsdata.txt to determine how the superseded data were derived.
 DB1251
 DB1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5958924811(NAD 83)
 DB1251_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1251_SETTING: 80 = SET IN A BOULDER
 DB1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1251+STABILITY: SURFACE MOTION
 DB1251
 DB1251  HISTORY     - Date     Condition        Report By
 DB1251  HISTORY     - 1934     MONUMENTED       USGS
 DB1251  HISTORY     - 1960     GOOD             AMS
 DB1251  HISTORY     - 1964     GOOD             USGS
 DB1251  HISTORY     - 1972     GOOD             AZHD
 DB1251
 DB1251                          STATION DESCRIPTION
 DB1251
 DB1251'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DB1251'STATION IS ABOUT 23 MILES AIR LINE ENE OF YUMA.  ABOUT 8 MILES
 DB1251'AIR LINE WNW OF WELLTON.  ABOUT 5 MILES AIR LINE N OF U.S.
 DB1251'HIGHWAY 80.  ON A PROMINENT POINT IN THE MUGGINS MOUNTAINS.
 DB1251'
 DB1251'STATION MARK IS A STANDARD U.S.G.S. TABLET, AND IS SET IN
 DB1251'DRILL HOLE IN OUTCROP.
 DB1251'
 DB1251'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 DB1251'HOLES IN OUTCROPPING BEDROCK.
 DB1251'
 DB1251'STATION IS REACHED FROM WELLTON BY GOING W ON U.S. HIGHWAY
 DB1251'80 FOR 5.7 MILES TO WHERE A DIM SANDY ROAD LEADS OFF TO THE
 DB1251'RIGHT OR N (THIS POINT IS 0.3 MILE E OF THE FAIRWAY SERVICE
 DB1251'STATION).  TAKE THIS ROAD TO THE N FOR ABOUT 100 FEET AND TAKE
 DB1251'THE LEFT FORK AND GO 1.0 MILE TO FORKS.  TAKE RIGHT FORK AND GO
 DB1251'0.2 MILE TO ANOTHER FORKS.  TAKE LEFT FORK AND GO 0.9 MILE TO
 DB1251'A GATE IN FENCE AT CORNER OF FIELD.  PASS THROUGH GATE AND GO
 DB1251'0.25 MILE TO A NEGRO RANCH.  PASS THE BUILDING ON THE RIGHT
 DB1251'AND GO 0.05 MILE AND ENTER A SMALL DRAW.  GO LEFT DOWN DRAW
 DB1251'FOR 0.05 MILE.  HERE TURN RIGHT UP OUT OF DRAW AND AGAIN
 DB1251'TURN RIGHT ONTO ROAD.  GO E ON THIS ROAD FOR 0.5 MILE TO
 DB1251'SOME BUILDINGS.  HERE TAKE A LEFT FORK AND GO 0.9 MILE TO FORKS.
 DB1251'TAKE LEFT FORK AND GO 0.9 MILE TO FORKS.  TAKE LEFT FORK
 DB1251'AND GO N AND W FOR 0.6 MILE.  HERE THE ROAD OR TRACKS TURN
 DB1251'TO THE RIGHT OR N AND ENTER A WASH.  FROM HERE FOLLOW
 DB1251'TRACKS UP WASH FOR 3.3 MILES (AT THIS POINT THE AZIMUTH
 DB1251'MARK IS ABOUT 4 FEET TO THE RIGHT OR N OF ROAD IN ROCK
 DB1251'OUTCROP).  CONTINUE ON FOR 0.2 MILE.  HERE THE ROAD DROPS INTO
 DB1251'ANOTHER WASH OR DRAW.  CONTINUE ON FOR 0.2 MILE TO
 DB1251'ANOTHER WASH AND END OF TRUCK TRAVEL.  STATION CAN BE SEEN JUST
 DB1251'ACROSS THE WASH TO THE SW.  IT IS THE SHARPER OF THE TWO
 DB1251'PEAKS ACROSS THE WASH AND IS VERY STEEP AND ROCKY.  ABOUT A
 DB1251'35-MINUTE PACK.  THE BEST WAY UP SEEMS TO BE ON THE W SIDE,
 DB1251'HOWEVER, THERE IS NOT MUCH CHOICE.  THE DISTANCE FROM THE
 DB1251'HIGHWAY TO THE FOOT OF STATION IS OVER A VERY SANDY AND
 DB1251'ROUGH ROAD AND THE GOING IS SLOW.
 DB1251
 DB1251                          STATION RECOVERY (1960)
 DB1251
 DB1251'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DB1251'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DB1251'AS DESCRIBED.
 DB1251
 DB1251                          STATION RECOVERY (1964)
 DB1251
 DB1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1251'RECOVERED IN GOOD CONDITION.
 DB1251'
 DB1251'LOCATED ABOUT 23 MI ENE. OF YUMA, ABOUT 8 MI WNW. OF WELLTON,
 DB1251'ABOUT 5 MI N. OF US HWY. 80.  ON PROMINENT POINT IN MUGGINS MTNS.
 DB1251'
 DB1251'TO REACH FROM WELLTON, GO 5.7 MI W. ON US HWY. 80 TO WHERE DIM,
 DB1251'SANDY RD. LEADS OFF TO RIGHT (0.3 MI E. OF FAIRWAY SERVICE
 DB1251'STATION).  GO ABOUT 100 FT N.  TAKE LEFT FORK AND GO 1 MI TO
 DB1251'FORKS.  TAKE RIGHT FORK AND GO 0.2 MI TO ANOTHER FORKS.  TAKE LEFT
 DB1251'FORK AND GO 0.9 MI TO GATE IN FENCE AT CORNER OF FIELD, PASS
 DB1251'THROUGH GATE AND GO 0.25 MI TO A NEGRO RANCH.  PASS BUILDING ON
 DB1251'RIGHT AND GO 0.1 MI AND ENTER A SMALL DRAW.  GO LEFT DOWN DRAW 0.1
 DB1251'MI, TURN RIGHT UP OUT OF DRAW.  TURN RIGHT ONTO RD. AND GO 0.5 MI
 DB1251'E. TO SOME BUILDINGS.  TAKE LEFT FORK AND GO 0.9 MI TO FORKS, TAKE
 DB1251'LEFT FORK AND GO 0.9 MI TO FORKS.  TAKE LEFT FORK AND GO 0.6 MI N.
 DB1251'AND W.  (THE RD. OF TRACKS TURN RIGHT OR N. AND ENTER A WASH)
 DB1251'FOLLOW TRACKS UP WASH 3.3 MI, CONTINUE 0.2 MI TO WHERE RD. DROPS
 DB1251'INTO ANOTHER WASH OR DRAW, CONTINUE 0.2 MI TO ANOTHER WASH AND
 DB1251'END OF TRUCK TRAVEL.  STATION CAN BE SEEN JUST ACROSS THE WASH TO
 DB1251'THE SW.  IT IS THE SHARPER OF THE TWO PEAKS ACROSS THE WASH AND
 DB1251'IS VERY STEEP AND ROCKY.  ABOUT A 35-MINUTE PACK.  THE BEST WAY
 DB1251'UP SEEMS TO BE ON WEST SIDE, HOWEVER, THERE IS NOT MUCH CHOICE.
 DB1251'THE DISTANCE FROM THE HIGHWAY TO THE FOOT OF STATION IS OVER A
 DB1251'VERY SANDY AND ROUGH RD. AND THE GOING IS SLOW.
 DB1251
 DB1251                          STATION RECOVERY (1972)
 DB1251
 DB1251'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DB1251'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 DB1251'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 DB1251'A NOTE IS ADDED ON REACHING THE STATION.
 DB1251'
 DB1251'TO REACH FROM MILEPOST 25, U.S. 95, IN YUMA, EASTERLY
 DB1251'AND NORTHERLY ON U.S. 95 FOR 15.5 MILES TO THE JUNCTION OF
 DB1251'95 WITH DOME VALLEY ROAD.  TURN RIGHT, EAST, AND CONTINUE
 DB1251'FOR 10.2 MILES TO PUMP CANAL, RUNNING EAST.  TURN LEFT, EAST,
 DB1251'AND FOLLOW THE CANAL BANK FOR 2.8 MILES TO A PUMPING PLANT.
 DB1251'TURN LEFT, THEN RIGHT, ON ROAD NORTH OF DRAINAGE DIKE FOR 0.3
 DB1251'MILES.  THENCE LEFT, UP WASH FOR 1.3 MILES TO DRAW AND ROAD.
 DB1251'KEEP ON THE RIGHT FORK OF WASH FOR 0.9 MILES TO END OF TRUCK
 DB1251'TRAVEL.  VERY ROUGH.  WALK UP WASH PAST BLUFF ON THE RIGHT,
 DB1251'PAST WASH ON THE LEFT, APPROXIMATELY 1/2 MILE PACK.
 DB1251'POSSIBLY AN EASIER ENTRANCE ROAD SEEN 1/2 MILE EAST OF
 DB1251'STATION COMING IN FROM WELTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0539 ***********************************************************************
 FR0539  DESIGNATION -  SNAKE AZ MK
 FR0539  PID         -  FR0539
 FR0539  STATE/COUNTY-  AZ/MOHAVE
 FR0539  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0539
 FR0539                         *CURRENT SURVEY CONTROL
 FR0539  ___________________________________________________________________
 FR0539* NAD 83(1986)-  35 12 11.     (N)    113 55 04.     (W)     SCALED    
 FR0539* NAVD 88     -      1195.277  (meters)    3921.50   (feet)  POSTED    
 FR0539  ___________________________________________________________________
 FR0539  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FR0539  DYNAMIC HT  -        1193.830 (meters)    3916.76  (feet)  COMP
 FR0539  MODELED GRAV-     979,381.1   (mgal)                       NAVD 88
 FR0539
 FR0539  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0539
 FR0539.The horizontal coordinates were scaled from a topographic map and have
 FR0539.an estimated accuracy of +/- 6 seconds.
 FR0539
 FR0539.The orthometric height was determined by differential leveling
 FR0539.and adjusted by the  in 1992.
 FR0539.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0539.rate of 0.0 thru 1.0 mm/km.
 FR0539
 FR0539.The geoid height was determined by GEOID03.
 FR0539
 FR0539.The dynamic height is computed by dividing the NAVD 88
 FR0539.geopotential number by the normal gravity value computed on the
 FR0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0539.degrees latitude (g = 980.6199 gals.).
 FR0539
 FR0539.The modeled gravity was interpolated from observed gravity values.
 FR0539
 FR0539;                    North         East    Units  Estimated Accuracy
 FR0539;SPC AZ W     -   466,130.      198,080.      MT  (+/- 180 meters Scaled)
 FR0539
 FR0539                          SUPERSEDED SURVEY CONTROL
 FR0539
 FR0539  NGVD 29 (??/??/92) 1194.453  (m)         3918.80   (f) ADJ UNCH    2 0
 FR0539
 FR0539.Superseded values are not recommended for survey control.
 FR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0539.See file dsdata.txt to determine how the superseded data were derived.
 FR0539
 FR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD343994(NAD 83)
 FR0539_MARKER: DZ = AZIMUTH MARK DISK
 FR0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0539_STAMPING: SNAKE 1961
 FR0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0539+STABILITY: SURFACE MOTION
 FR0539
 FR0539  HISTORY     - Date     Condition        Report By
 FR0539  HISTORY     - 1961     MONUMENTED       CGS
 FR0539  HISTORY     - 1962     GOOD             NGS
 FR0539  HISTORY     - 1974     GOOD             NGS
 FR0539
 FR0539                          STATION DESCRIPTION
 FR0539
 FR0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0539'6.6 MI NE FROM KINGMAN.
 FR0539'ABOUT 6.3 MILE EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0539'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A POWER LINE CROSSING,
 FR0539'THENCE 0.3 MILE NORTHEAST ALONG A TRACK ROAD AND POWER LINE TO AN
 FR0539'EAST-WEST FENCE LINE AND A GATE, 23 FEET EAST OF THE CENTER OF THE
 FR0539'TRACK ROAD, 1 FOOT NORTH OF THE FENCE, 14 FEET EAST OF THE EAST END OF
 FR0539'THE GATE, 1.4 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE
 FR0539'LEVEL OF THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FR0539'PROJECTING 4 INCHES.
 FR0539
 FR0539                          STATION RECOVERY (1974)
 FR0539
 FR0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FR0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0542 ***********************************************************************
 FR0542  DESIGNATION -  SNAKE RM 1
 FR0542  PID         -  FR0542
 FR0542  STATE/COUNTY-  AZ/MOHAVE
 FR0542  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0542
 FR0542                         *CURRENT SURVEY CONTROL
 FR0542  ___________________________________________________________________
 FR0542* NAD 83(1986)-  35 12 19.     (N)    113 54 37.     (W)     SCALED    
 FR0542* NAVD 88     -      1235.437  (meters)    4053.26   (feet)  POSTED    
 FR0542  ___________________________________________________________________
 FR0542  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FR0542  DYNAMIC HT  -        1233.940 (meters)    4048.35  (feet)  COMP
 FR0542  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 FR0542
 FR0542  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0542
 FR0542.The horizontal coordinates were scaled from a topographic map and have
 FR0542.an estimated accuracy of +/- 6 seconds.
 FR0542
 FR0542.The orthometric height was determined by differential leveling
 FR0542.and adjusted by the  in 1992.
 FR0542.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0542.was located on a no-check spur therefore a value was not computed.
 FR0542.No vertical observational check was made to the station.
 FR0542
 FR0542.The geoid height was determined by GEOID03.
 FR0542
 FR0542.The dynamic height is computed by dividing the NAVD 88
 FR0542.geopotential number by the normal gravity value computed on the
 FR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0542.degrees latitude (g = 980.6199 gals.).
 FR0542
 FR0542.The modeled gravity was interpolated from observed gravity values.
 FR0542
 FR0542;                    North         East    Units  Estimated Accuracy
 FR0542;SPC AZ W     -   466,370.      198,770.      MT  (+/- 180 meters Scaled)
 FR0542
 FR0542                          SUPERSEDED SURVEY CONTROL
 FR0542
 FR0542  NGVD 29 (??/??/92) 1234.616  (m)         4050.57   (f) ADJ UNCH    2 0
 FR0542
 FR0542.Superseded values are not recommended for survey control.
 FR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0542.See file dsdata.txt to determine how the superseded data were derived.
 FR0542
 FR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD350996(NAD 83)
 FR0542_MARKER: DR = REFERENCE MARK DISK
 FR0542_SETTING: 66 = SET IN ROCK OUTCROP
 FR0542_SP_SET: BEDROCK OUTCROP
 FR0542_STAMPING: SNAKE NO 1 1961
 FR0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0542+STABILITY: POSITION/ELEVATION WELL
 FR0542
 FR0542  HISTORY     - Date     Condition        Report By
 FR0542  HISTORY     - 1961     MONUMENTED       CGS
 FR0542  HISTORY     - 1962     GOOD             NGS
 FR0542  HISTORY     - 1974     GOOD             NGS
 FR0542
 FR0542                          STATION DESCRIPTION
 FR0542
 FR0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0542'7.0 MI NE FROM KINGMAN.
 FR0542'ABOUT 6.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0542'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, TO A POWER LINE
 FR0542'CROSSING AND A TRACK ROAD LEADING NORTH ALONG THE POWER LINE, THENCE
 FR0542'0.6 MILE NORTH ALONG THE TRACK ROAD, THENCE ABOUT 0.10 MILE EAST TO
 FR0542'THE TOP OF THE NORTH END OF A HILL, KNOWN LOCALLY AS RATTLESNAKE HILL,
 FR0542'110 FEET NORTH OF THE HIGHEST PART OF THE HILL, 30 FEET SOUTHEAST OF A
 FR0542'3 FOOT HIGH CAIRN, 18.9 FEET EAST OF A METAL WITNESS POST, 27.9 FEET
 FR0542'EAST OF TRAVERSE STATION SNAKE, SET IN A 6 BY 6 FOOT OUTCROPPING
 FR0542'BEDROCK 0.5 FOOT ABOVE THE GROUND.
 FR0542
 FR0542                          STATION RECOVERY (1974)
 FR0542
 FR0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FR0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0540 ***********************************************************************
 FR0540  DESIGNATION -  SNAKE RM 2
 FR0540  PID         -  FR0540
 FR0540  STATE/COUNTY-  AZ/MOHAVE
 FR0540  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0540
 FR0540                         *CURRENT SURVEY CONTROL
 FR0540  ___________________________________________________________________
 FR0540* NAD 83(1986)-  35 12 19.     (N)    113 54 37.     (W)     SCALED    
 FR0540* NAVD 88     -      1235.305  (meters)    4052.83   (feet)  POSTED    
 FR0540  ___________________________________________________________________
 FR0540  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FR0540  DYNAMIC HT  -        1233.810 (meters)    4047.93  (feet)  COMP
 FR0540  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 FR0540
 FR0540  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0540
 FR0540.The horizontal coordinates were scaled from a topographic map and have
 FR0540.an estimated accuracy of +/- 6 seconds.
 FR0540
 FR0540.The orthometric height was determined by differential leveling
 FR0540.and adjusted by the  in 1992.
 FR0540.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0540.was located on a no-check spur therefore a value was not computed.
 FR0540.No vertical observational check was made to the station.
 FR0540
 FR0540.The geoid height was determined by GEOID03.
 FR0540
 FR0540.The dynamic height is computed by dividing the NAVD 88
 FR0540.geopotential number by the normal gravity value computed on the
 FR0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0540.degrees latitude (g = 980.6199 gals.).
 FR0540
 FR0540.The modeled gravity was interpolated from observed gravity values.
 FR0540
 FR0540;                    North         East    Units  Estimated Accuracy
 FR0540;SPC AZ W     -   466,370.      198,770.      MT  (+/- 180 meters Scaled)
 FR0540
 FR0540                          SUPERSEDED SURVEY CONTROL
 FR0540
 FR0540  NGVD 29 (??/??/92) 1234.484  (m)         4050.14   (f) ADJ UNCH    2 0
 FR0540
 FR0540.Superseded values are not recommended for survey control.
 FR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0540.See file dsdata.txt to determine how the superseded data were derived.
 FR0540
 FR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD350996(NAD 83)
 FR0540_MARKER: DR = REFERENCE MARK DISK
 FR0540_SETTING: 66 = SET IN ROCK OUTCROP
 FR0540_SP_SET: ROCK OUTCROP
 FR0540_STAMPING: SNAKE NO 2 1961
 FR0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0540+STABILITY: POSITION/ELEVATION WELL
 FR0540
 FR0540  HISTORY     - Date     Condition        Report By
 FR0540  HISTORY     - 1961     MONUMENTED       CGS
 FR0540  HISTORY     - 1962     GOOD             NGS
 FR0540  HISTORY     - 1974     GOOD             NGS
 FR0540
 FR0540                          STATION DESCRIPTION
 FR0540
 FR0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0540'7.0 MI NE FROM KINGMAN.
 FR0540'ABOUT 6.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0540'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A POWER LINE
 FR0540'CROSSING AND A TRACK ROAD LEADING NORTH ALONG THE POWER LINE, THENCE
 FR0540'0.6 MILE NORTH ALONG THE TRACK ROAD, THENCE ABOUT 0.10 MILE EAST TO
 FR0540'THE TOP OF THE NORTH END OF A HILL, KNOWN LOCALLY AS RATTLESNAKE HILL,
 FR0540'128 FEET NORTH OF THE HIGHEST PART OF THE HILL, 33 FEET SOUTHWEST OF A
 FR0540'3 FOOT HIGH CAIRN, 24.2 FEET SOUTHWEST OF TRAVERSE STATION SNAKE, 39.6
 FR0540'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND IS SET IN THE TOP OF
 FR0540'A 2 BY 3 FOOT ROCK OUTCROPPING ABOUT FLUSH WITH THE GROUND.
 FR0540
 FR0540                          STATION RECOVERY (1974)
 FR0540
 FR0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FR0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0391 ***********************************************************************
 GQ0391  DESIGNATION -  SNAP
 GQ0391  PID         -  GQ0391
 GQ0391  STATE/COUNTY-  AZ/MOHAVE
 GQ0391  USGS QUAD   -  SNAP CANYON EAST (1971)
 GQ0391
 GQ0391                         *CURRENT SURVEY CONTROL
 GQ0391  ___________________________________________________________________
 GQ0391* NAD 83(1992)-  36 10 23.26494(N)    113 48 02.25597(W)     ADJUSTED  
 GQ0391* NAVD 88     -      2045.4    (meters)    6711.     (feet)  VERTCON   
 GQ0391  ___________________________________________________________________
 GQ0391  LAPLACE CORR-          15.07  (seconds)                    DEFLEC99
 GQ0391  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 GQ0391  HORZ ORDER  -  FIRST
 GQ0391
 GQ0391.The horizontal coordinates were established by classical geodetic methods
 GQ0391.and adjusted by the National Geodetic Survey in August 1993.
 GQ0391
 GQ0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0391
 GQ0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0391
 GQ0391.The geoid height was determined by GEOID03.
 GQ0391
 GQ0391;                    North         East     Units Scale Factor Converg.
 GQ0391;SPC AZ W     -   573,741.798   208,805.615   MT  0.99993359   -0 01 47.6
 GQ0391;SPC AZ W     - 1,882,354.98    685,057.79   iFT  0.99993359   -0 01 47.6
 GQ0391;UTM  12      - 4,006,786.553   248,108.362   MT  1.00038186   -1 39 14.0
 GQ0391
 GQ0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0391!SPC AZ W     -   0.99968309  x   0.99993359  =   0.99961671
 GQ0391!UTM  12      -   0.99968309  x   1.00038186  =   1.00006483
 GQ0391
 GQ0391|---------------------------------------------------------------------|
 GQ0391| PID    Reference Object                     Distance      Geod. Az  |
 GQ0391|                                                           dddmmss.s |
 GQ0391| CH3387 SNAP RM 1                             5.287 METERS 00853     |
 GQ0391| CH3388 SNAP RM 2                             7.144 METERS 10043     |
 GQ0391| CH3386 SNAP AZ MK                                         1344245.0 |
 GQ0391| GQ0390 MESA POINT CAIRN                      5.690 METERS 30137     |
 GQ0391|---------------------------------------------------------------------|
 GQ0391
 GQ0391                          SUPERSEDED SURVEY CONTROL
 GQ0391
 GQ0391  NAD 83(1986)-  36 10 23.25761(N)    113 48 02.25416(W) AD(       ) 1
 GQ0391  NAD 27      -  36 10 23.30400(N)    113 47 59.43000(W) AD(       ) 1
 GQ0391  NGVD 29 (07/19/86) 2044.6    (m)         6708.     (f) VERT ANG    3  
 GQ0391
 GQ0391.Superseded values are not recommended for survey control.
 GQ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0391.See file dsdata.txt to determine how the superseded data were derived.
 GQ0391
 GQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4810806787(NAD 83)
 GQ0391_MARKER: DS = TRIANGULATION STATION DISK
 GQ0391_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0391
 GQ0391  HISTORY     - Date     Condition        Report By
 GQ0391  HISTORY     - 1934     MONUMENTED       CGS
 GQ0391  HISTORY     - 1953     GOOD             CGS
 GQ0391  HISTORY     - 1965     GOOD             CGS
 GQ0391  HISTORY     - 1972     GOOD             AZHD
 GQ0391
 GQ0391                          STATION DESCRIPTION
 GQ0391
 GQ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0391'STATION IS ON THE WESTERN EDGE OF THE SHIVWITZ PLATEAU ABOUT
 GQ0391'6 MILES E OF GRAND WASH AND ABOUT 6 MILES NE OF THE COLORADO
 GQ0391'RIVER.
 GQ0391'
 GQ0391'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0391'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0391'
 GQ0391'REACHED FROM ST. GEORGE, UTAH, AS FOLLOWS--GO S 31 MILES TO
 GQ0391'WOLF HOLE, ARIZONA.  TAKE LEFT FORK 3.3 MILES, TURN RIGHT AT
 GQ0391'SIGN (PARASHANT) GO 11.1, TAKE LEFT THEN RIGHT FORK BEARING
 GQ0391'S UP DRAW, GO 13.2, TAKE RIGHT FORK GO 0.5, TAKE LEFT FORK GO
 GQ0391'4.0, TAKE RIGHT FORK GO 4.2, TAKE LEFT FORK, GO 3.6 PASS THROUGH
 GQ0391'GATE, GO 2.2, PASS THROUGH GATE, CONTINUE 0.5 AND TAKE RIGHT
 GQ0391'FORK, GO 1.0 TAKE LEFT FORK, GO 5.4 PASS THROUGH GATE, GO 1.2
 GQ0391'TO THE OAK GROVE RANCH, CONTINUE STRAIGHT AHEAD 0.9 TO
 GQ0391'STUSSMACHER RANCH.  TURN RIGHT W AND FOLLOW THE MAIN-TRAVELED
 GQ0391'ROAD (DIM IN PLACES) 8.4 MILES, TURN LEFT ON TRACKS AND
 GQ0391'FOLLOW THEM ABOUT 6 MILES TO STATION.  THE LAST 6 MILES ARE
 GQ0391'ROUGH AND THE TRACKS ARE HARD TO FOLLOW IN PLACES, BUT THE
 GQ0391'HIGHWAY FOLLOWS THE TOP OF THE RIDGES ALL THE WAY.  THIS
 GQ0391'IS A 10-HOUR DRIVE FROM ST. GEORGE, AND A 3-HOUR DRIVE FROM
 GQ0391'THE STUSSMACHER RANCH.  THE POINT THE STATION IS ON CAN BE
 GQ0391'SEEN FOR ABOUT 6 MILES.  THIS POINT IS LOCALLY KNOWN AS
 GQ0391'SNAP POINT.
 GQ0391
 GQ0391                          STATION RECOVERY (1953)
 GQ0391
 GQ0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0391'THE STATION MARK, A STANDARD DISK STAMPED SNAP 1934 AND SET
 GQ0391'IN A DRILL HOLE IN OUTCROPPING BEDROCK, WAS RECOVERED IN GOOD
 GQ0391'CONDITION.
 GQ0391'
 GQ0391'REFERENCE MARKS 1 AND 2, STANDARD DISKS STAMPED SNAP NO 1
 GQ0391'1934 AND SNAP NO 2 1934 RESPECTIVELY AND SET IN DRILL HOLES
 GQ0391'IN OUTCROPPING BEDROCK, WERE RECOVERED IN GOOD CONDITION.
 GQ0391'
 GQ0391'AN AZIMUTH MARK WAS ESTABLISHED ON THIS DATE AS DESCRIBED BELOW.
 GQ0391'
 GQ0391'THE ORIGINAL TO REACH HAS BECOME OBSOLETE, THEREFORE A NEW
 GQ0391'ONE IS GIVEN BELOW.
 GQ0391'
 GQ0391'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST FOR
 GQ0391'0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE PAVED
 GQ0391'ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER CROSSING
 GQ0391'A BRIDGE.  KEEP THE RIGHT FORK AND FOLLOW THE GRADED ROAD SOUTH
 GQ0391'FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE
 GQ0391'GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK AND
 GQ0391'FOLLOW THE GRADED ROAD SOUTH FOR 22.4 MILES TO A CATTLE GUARD
 GQ0391'AND CABIN.  (THIS IS LOCALLY KNOWN AS WOLF HOLE.) CONTINUE
 GQ0391'STRAIGHT AHEAD FOR 0.6 MILE TO A CROSSROAD.  TAKE THE LEFT
 GQ0391'ROAD AND FOLLOW THE BLADED ROAD FOR 2.6 MILES TO A FORK.  TAKE
 GQ0391'THE LEFT FORK AND FOLLOW THE BLADED ROAD FOR 15.7 MILES TO
 GQ0391'AN OLD STONE CHIMNEY, CORRALS AND RESERVOIR ON RIGHT.
 GQ0391'CONTINUE SOUTHEAST FOR 0.3 MILE TO FORK.  TAKE THE
 GQ0391'RIGHT FORK AND GO 2.3 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0391'AND FOLLOW THE BLADED ROAD FOR 15.7 MILES TO A FORK.  TAKE
 GQ0391'THE RIGHT FORK AND FOLLOW THE BLADED ROAD FOR 12.7 MILES TO A
 GQ0391'WIRE GATE ABOUT 1/2 MILE WEST OF THE WARING RANCH.
 GQ0391'CONTINUE SOUTH ON THE BLADED ROAD FOR 6.4 MILES TO A POLE
 GQ0391'GATE.  PASS THROUGH THE GATE AND GO 0.4 MILE TO A FORK.
 GQ0391'TAKE THE RIGHT FORK AND GO 0.4 MILE TO A BOARD GATE.  PASS
 GQ0391'THROUGH THE GATE AND GO 0.4 MILE TO A BUILDING ON THE
 GQ0391'LEFT.  CONTINUE SOUTH FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT
 GQ0391'FORK AND GO 0.3 MILE TO A DIM CROSSROAD AND A TRIANGLE
 GQ0391'BLAZED TREE.  TURN RIGHT AND FOLLOW THE DIM TRACK ROAD FOR
 GQ0391'0.5 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW
 GQ0391'THE DIM ROAD WESTERLY FOR 0.9 MILE TO OLD GATE POSTS.
 GQ0391'CONTINUE WESTERLY ON THE DIM ROAD FOR 3.6 MILES TO TRIANGULATION
 GQ0391'STATION VANE.  CONTINUE WESTERLY ON THE DIM ROAD FOR 1.0 MILE TO A
 GQ0391'WASH IN A FLAT SAGE COVERED DRAW.  CONTINUE WESTERLY ON THE DIM
 GQ0391'ROAD FOR 2.6 MILES TO A FORK AND A TRIANGLE BLAZED TREE.  TAKE THE
 GQ0391'LEFT FORK AND FOLLOW THE DIM TRACKS SOUTH-SOUTHWEST FOR 2.8 MILES
 GQ0391'TO TWO TRIMMED TREES.  CONTINUE SOUTH-SOUTHWEST ON DIM TRACKS
 GQ0391'FOR 0.3 MILE.  TURN RIGHT, CROSS DRAW AND GO 0.1 MILE TO A TREE
 GQ0391'WITH BOARDS NAILED TO IT AND THE AZIMUTH MARK ON LEFT AS
 GQ0391'DESCRIBED BELOW.  FOLLOW THE CREST OF THE RIDGE AND DIM
 GQ0391'TRACKS NORTHWEST, WEST AND SOUTHWEST FOR 4.5 MILES TO THE
 GQ0391'HIGHEST POINT AND THE STATION.  A DRIVE STATION WITH A
 GQ0391'4-WHEEL DRIVE VEHICLE.
 GQ0391'
 GQ0391'THE AZIMUTH MARK, A STANDARD DISK STAMPED SNAP 1934 1953, IS
 GQ0391'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 GQ0391'THE GROUND.  IT IS 210 FEET SOUTH OF THE TREE, ALONG THE ROAD
 GQ0391'THAT HAS THE BOARDS NAILED TO IT, 30 FEET NORTH OF THE SOUTHWEST
 GQ0391'POINT OF THE RIM, 23 FEET NORTHEAST OF A SMALL CAIRN, 15 FEET
 GQ0391'EAST OF THE WEST EDGE OF THE RIM AND 7 FEET EAST OF A TRIMMED
 GQ0391'TREE.
 GQ0391
 GQ0391                          STATION RECOVERY (1965)
 GQ0391
 GQ0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0391'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GQ0391'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GQ0391'
 GQ0391'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 GQ0391'GO EAST FOR 0.7 MILE.  TURN RIGHT AT THE CEMETERY AND GO SOUTH
 GQ0391'ON STATE HIGHWAY 64 FOR 8.0 MILES TO THE UTAH-ARIZONA BOUNDARY
 GQ0391'LINE.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 13.6 MILES TO
 GQ0391'THE SUMMIT OF WOLFHOLE MOUNTAIN AND A CATTLE GUARD.  CONTINUE
 GQ0391'SOUTH ON THE GRAVELED ROAD FOR 5.7 MILES TO A CABIN AND CORRALS
 GQ0391'ON THE RIGHT.  CONTINUE SOUTH FOR 0.5 MILE.  TAKE THE LEFT FORK
 GQ0391'AND CONTINUE SOUTH FOR 18.5 MILES TO A CORRAL ON THE RIGHT.
 GQ0391'CONTINUE SOUTH FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK
 GQ0391'AS PER SIGN PARASHAUNT, AND GO SOUTHWESTERLY FOR 2.3 MILES.
 GQ0391'TAKE THE RIGHT FORK AND GO SOUTH FOR 2.4 MILES TO THE
 GQ0391'SUMMIT OF A LOW RIDGE AND STATION WASP 1953 ON THE LEFT,
 GQ0391'ABOUT 100 YARDS.  CONTINUE SOUTHERLY ON THE MAIN TRAVELED
 GQ0391'ROAD FOR 6.9 MILES TO A CATTLE GUARD AND A POND ON THE
 GQ0391'RIGHT.  CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 8.9 MILES.
 GQ0391'TAKE THE LEFT FORK AT THE POND ON THE RIGHT AND GO
 GQ0391'SOUTHWESTERLY FOR 7.2 MILES TO A CATTLE GUARD AND A SIDE ROAD
 GQ0391'LEFT TO A FARM.  CONTINUE SOUTHWESTERLY FOR 6.7 MILES
 GQ0391'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWESTERLY FOR
 GQ0391'1.5 MILES.  TAKE THE RIGHT FORK AND GO WEST FOR 0.4 MILE.
 GQ0391'PASS THROUGH THE GATE AND GO WEST AND SOUTHWEST FOR 6.1
 GQ0391'MILES.  TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 3.7 MILES TO
 GQ0391'A SIDE ROAD, LEFT, 0.25 MILE BEFORE REACHING A GATE AND A CORRAL.
 GQ0391'TURN LEFT ONTO A FAINT TRACK ROAD WHICH BECOMES FAINTER THE
 GQ0391'FARTHER YOU TRAVEL, AND GO WESTERLY, FOLLOWING MOSTLY THE
 GQ0391'RIDGE TOPS FOR 7.9 MILES TO THE HIGHEST POINT OF SNAP
 GQ0391'POINT AND THE STATION.  THE LAST 7.9 MILES OF TRAVEL WILL
 GQ0391'TAKE ABOUT 3 HOURS TO NEGOTIATE.  TAKE FLAGGING MATERIAL TO MARK
 GQ0391'THE LAST 2 MILES OF TRAVEL.
 GQ0391
 GQ0391                          STATION RECOVERY (1972)
 GQ0391
 GQ0391'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0391'GENERAL LOCATION ON WESTERN EDGE OF SHIVWITZ PLATEAU, ABOUT
 GQ0391'6 MILES E OF GRAND WASH AND ABOUT 6 MILES NE OF THE COLORADO
 GQ0391'RIVER
 GQ0391'
 GQ0391'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0391'
 GQ0391'STATION MARK STD USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 GQ0391'STAMPED SNAP 1934
 GQ0391'
 GQ0391'REFERENCE MARKS STD USC AND GS BCS SET IN DRILL HOLES IN
 GQ0391'BEDROCK--COND GOOD--STAMPED SNAP NO 1 1934 AND SNAP NO 2 1934
 GQ0391'RESPECTIVELY
 GQ0391'
 GQ0391'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1544 ***********************************************************************
 DA1544  DESIGNATION -  SNEED
 DA1544  PID         -  DA1544
 DA1544  STATE/COUNTY-  AZ/PIMA
 DA1544  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1544
 DA1544                         *CURRENT SURVEY CONTROL
 DA1544  ___________________________________________________________________
 DA1544* NAD 83(1992)-  32 27 02.17685(N)    112 57 33.01001(W)     ADJUSTED  
 DA1544* NAVD 88     -       869.17   (+/-2cm)    2851.6    (feet)  VERTCON   
 DA1544  ___________________________________________________________________
 DA1544  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DA1544  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DA1544  HORZ ORDER  -  SECOND
 DA1544  VERT ORDER  -  THIRD ? (See Below)
 DA1544
 DA1544.The horizontal coordinates were established by classical geodetic methods
 DA1544.and adjusted by the National Geodetic Survey in August 1993.
 DA1544
 DA1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1544.The vertical order pertains to the NGVD 29 superseded value.
 DA1544
 DA1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1544
 DA1544.The geoid height was determined by GEOID03.
 DA1544
 DA1544;                    North         East     Units Scale Factor Converg.
 DA1544;SPC AZ C     -   161,308.425   115,342.941   MT  1.00001843   -0 33 33.9
 DA1544;SPC AZ C     -   529,227.12    378,421.72   iFT  1.00001843   -0 33 33.9
 DA1544;UTM  12      - 3,592,073.434   315,841.377   MT  1.00001823   -1 03 05.5
 DA1544
 DA1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1544!SPC AZ C     -   0.99986853  x   1.00001843  =   0.99988695
 DA1544!UTM  12      -   0.99986853  x   1.00001823  =   0.99988675
 DA1544
 DA1544|---------------------------------------------------------------------|
 DA1544| PID    Reference Object                     Distance      Geod. Az  |
 DA1544|                                                           dddmmss.s |
 DA1544| CH5452 SNEED RM 1                            7.518 METERS 07540     |
 DA1544| DA1530 MEAD                                APPROX. 8.2 KM 0831327.5 |
 DA1544|---------------------------------------------------------------------|
 DA1544
 DA1544                          SUPERSEDED SURVEY CONTROL
 DA1544
 DA1544  NAD 83(1986)-  32 27 02.17134(N)    112 57 33.01699(W) AD(       ) 2
 DA1544  NAD 27      -  32 27 01.96645(N)    112 57 30.44981(W) AD(       ) 2
 DA1544  NGVD 29 (07/19/86)  868.48   (m)         2849.3    (f) LEVELING    3  
 DA1544
 DA1544.Superseded values are not recommended for survey control.
 DA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1544.See file dsdata.txt to determine how the superseded data were derived.
 DA1544
 DA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA1584192073(NAD 83)
 DA1544_MARKER: DS = TRIANGULATION STATION DISK
 DA1544_SETTING: 66 = SET IN ROCK OUTCROP
 DA1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1544
 DA1544  HISTORY     - Date     Condition        Report By
 DA1544  HISTORY     - 1931     MONUMENTED       USGS
 DA1544  HISTORY     - 1948     GOOD             USGS
 DA1544  HISTORY     - 1962     GOOD             USGS
 DA1544  HISTORY     - 1975     GOOD             USGS
 DA1544
 DA1544                          STATION DESCRIPTION
 DA1544
 DA1544'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 DA1544'LOCATED ABOUT 3 MI NW. OF SNEEDS RANCH.  ON NORTH END OF BLACK
 DA1544'MOUNTAIN.
 DA1544'
 DA1544'TO REACH TAKE RD. PAST SNEEDS RANCH AROUND SOUTH END OF MOUNTAIN
 DA1544'TO RD. N. ALONG WEST SIDE OF MOUNTAIN.  STATION CAN BE REACHED ON
 DA1544'FOOT FROM POINT 1.5 MI W. OF MOUNTAIN.
 DA1544'
 DA1544'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, UNDER
 DA1544'CAIRN.
 DA1544'
 DA1544'RM 1--STANDARD BRONZE RM TABLET, STAMPING UNKNOWN.
 DA1544
 DA1544                          STATION RECOVERY (1948)
 DA1544
 DA1544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1544'RECOVERED AS DESCRIBED BY USGS.
 DA1544
 DA1544                          STATION RECOVERY (1962)
 DA1544
 DA1544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1544'RECOVERED AS DESCRIBED BY USGS.
 DA1544
 DA1544                          STATION RECOVERY (1975)
 DA1544
 DA1544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (TT)
 DA1544'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF AJO ON THE
 DA1544'HIGHEST POINT ON CHILDS MOUNTAIN.  THIS STATION IS PRESUMED
 DA1544'TO BE USGS SNEED.
 DA1544'
 DA1544'THE STATION IS A STANDARD USGS BENCH MARK DISK WITH NO
 DA1544'STAMPING AND IS CEMENTED IN A ROCK OUTCROP LOCATED ON THE
 DA1544'HIGHEST POINT ON MAIN RIDGE OF CHILDS MOUNTAIN.
 DA1544'
 DA1544'REFERENCE MARK 1 IS A STANDARD USGS RM WITH NO STAMPING.  MARK
 DA1544'IS CEMENTED INTO A ROCK OUTCROP.
 DA1544'
 DA1544'TO REACH THE STATION FROM THE PLAZA IN DOWNTOWN AJO, GO
 DA1544'NORTH ON STATE ROUTE 85 FOR 5 MILES TO A PAVED ROAD WEST
 DA1544'(THIS ROAD LEADS TO RADIO FACILITIES ON CHILDS
 DA1544'MOUNTAIN).  FOLLOW PAVED ROAD 2.5 MILES TO A LOCKED GATE
 DA1544'AND SECURITY GUARD, REGISTER WITH GUARD AND CONTINUE UP
 DA1544'THE MOUNTAIN TO FIRST PAVED ROAD TO THE RIGHT.  TURN RIGHT
 DA1544'AND CONTINUE TO TOP OF MOUNTAIN AND TO THE LAST MICROWAVE
 DA1544'TOWER AND STATION LARUE (ADOT).  PACK WESTERLY UP RIDGE TO
 DA1544'HIGHEST POINT AND THE STATION.  A 20 MINUTE PACK.
 DA1544'
 DA1544'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0514 ***********************************************************************
 ER0514  DESIGNATION -  SNOW
 ER0514  PID         -  ER0514
 ER0514  STATE/COUNTY-  AZ/APACHE
 ER0514  USGS QUAD   -  CONCHO LAKE (1984)
 ER0514
 ER0514                         *CURRENT SURVEY CONTROL
 ER0514  ___________________________________________________________________
 ER0514* NAD 83(1992)-  34 24 32.15115(N)    109 38 54.62332(W)     ADJUSTED  
 ER0514* NAVD 88     -      1975.6    (meters)    6482.     (feet)  VERTCON   
 ER0514  ___________________________________________________________________
 ER0514  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 ER0514  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 ER0514  HORZ ORDER  -  SECOND
 ER0514
 ER0514.The horizontal coordinates were established by classical geodetic methods
 ER0514.and adjusted by the National Geodetic Survey in August 1993.
 ER0514
 ER0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0514
 ER0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0514
 ER0514.The geoid height was determined by GEOID03.
 ER0514
 ER0514;                    North         East     Units Scale Factor Converg.
 ER0514;SPC AZ E     -   378,132.137   260,994.983   MT  0.99992796   +0 17 34.1
 ER0514;SPC AZ E     - 1,240,591.00    856,282.75   iFT  0.99992796   +0 17 34.1
 ER0514;UTM  12      - 3,808,326.857   624,210.450   MT  0.99979017   +0 45 49.8
 ER0514
 ER0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0514!SPC AZ E     -   0.99969364  x   0.99992796  =   0.99962162
 ER0514!UTM  12      -   0.99969364  x   0.99979017  =   0.99948387
 ER0514
 ER0514:                Primary Azimuth Mark                     Grid Az
 ER0514:SPC AZ E     -  LAKE                                     019 24 33.0
 ER0514:UTM  12      -  LAKE                                     018 56 17.3
 ER0514
 ER0514|---------------------------------------------------------------------|
 ER0514| PID    Reference Object                     Distance      Geod. Az  |
 ER0514|                                                           dddmmss.s |
 ER0514| ER0513 LAKE                                APPROX. 4.4 KM 0194207.1 |
 ER0514| CD3654 SNOW RM 1                            12.253 METERS 03445     |
 ER0514| CD3655 SNOW RM 2                            12.213 METERS 21456     |
 ER0514|---------------------------------------------------------------------|
 ER0514
 ER0514                          SUPERSEDED SURVEY CONTROL
 ER0514
 ER0514  NAD 83(1986)-  34 24 32.14929(N)    109 38 54.63128(W) AD(       ) 2
 ER0514  NAD 27      -  34 24 32.01918(N)    109 38 52.24526(W) AD(       ) 2
 ER0514  NGVD 29 (07/19/86) 1974.7    (m)         6479.     (f) VERT ANG    3  
 ER0514
 ER0514.Superseded values are not recommended for survey control.
 ER0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0514.See file dsdata.txt to determine how the superseded data were derived.
 ER0514
 ER0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2421008327(NAD 83)
 ER0514_MARKER: DD = SURVEY DISK
 ER0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0514+STABILITY: SURFACE MOTION
 ER0514
 ER0514  HISTORY     - Date     Condition        Report By
 ER0514  HISTORY     - 1979     MONUMENTED       AZDT
 ER0514
 ER0514                          STATION DESCRIPTION
 ER0514
 ER0514'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0514'THE STATION IS LOCATED ABOUT 5 1/2 MILES WEST-SOUTHWEST OF CONCHO
 ER0514'ALONG THE SOUTHEAST SIDE OF SR 61.
 ER0514'
 ER0514'THE STATION MARK IS AN ADOT DISK STAMPED---SNOW 1979---IT IS SET IN
 ER0514'TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET NORTH OF WITNESS POST.
 ER0514'
 ER0514'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---SNOW RM 1 1979---IT IS SET
 ER0514'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0514'
 ER0514'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---SNOW RM 2 1979---IT IS SET
 ER0514'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0514'
 ER0514'TO REACH THE STATION FROM JUNCTION OF HIGHWAYS 60, 77 AND 260 IN SHOW
 ER0514'LOW, TRAVEL EAST ALONG U.S. 60 FOR 11 MILES TO JUNCTION WITH SR 61.
 ER0514'TRAVEL NORTHEAST ALONG SR 61 FOR 13.88 MILES TO MILE POST 366.88 AND
 ER0514'THE STATION ON THE RIGHT 72 FEET SOUTH OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0544 ***********************************************************************
 ER0544  DESIGNATION -  SNOWFLAKE
 ER0544  PID         -  ER0544
 ER0544  STATE/COUNTY-  AZ/NAVAJO
 ER0544  USGS QUAD   -  POINT OF THE MTN (1984)
 ER0544
 ER0544                         *CURRENT SURVEY CONTROL
 ER0544  ___________________________________________________________________
 ER0544* NAD 83(1992)-  34 32 29.38125(N)    109 59 43.20875(W)     ADJUSTED  
 ER0544* NAVD 88     -      1776.2    (meters)    5827.     (feet)  VERTCON   
 ER0544  ___________________________________________________________________
 ER0544  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 ER0544  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ER0544  HORZ ORDER  -  SECOND
 ER0544
 ER0544.The horizontal coordinates were established by classical geodetic methods
 ER0544.and adjusted by the National Geodetic Survey in August 1993.
 ER0544
 ER0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0544
 ER0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0544
 ER0544.The geoid height was determined by GEOID03.
 ER0544
 ER0544;                    North         East     Units Scale Factor Converg.
 ER0544;SPC AZ E     -   392,727.724   229,085.662   MT  0.99990305   +0 05 49.7
 ER0544;SPC AZ E     - 1,288,476.78    751,593.38   iFT  0.99990305   +0 05 49.7
 ER0544;UTM  12      - 3,822,656.802   592,187.416   MT  0.99970475   +0 34 10.9
 ER0544
 ER0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0544!SPC AZ E     -   0.99972503  x   0.99990305  =   0.99962811
 ER0544!UTM  12      -   0.99972503  x   0.99970475  =   0.99942986
 ER0544
 ER0544|---------------------------------------------------------------------|
 ER0544| PID    Reference Object                     Distance      Geod. Az  |
 ER0544|                                                           dddmmss.s |
 ER0544| CD3656 SNOWFLAKE RM 1                        9.502 METERS 13011     |
 ER0544| CD3657 SNOWFLAKE RM 2                       15.106 METERS 22402     |
 ER0544| ES1077 CLAY SPRINGS                        APPROX.29.9 KM 2330852.5 |
 ER0544|---------------------------------------------------------------------|
 ER0544
 ER0544                          SUPERSEDED SURVEY CONTROL
 ER0544
 ER0544  NAD 83(1986)-  34 32 29.37507(N)    109 59 43.21542(W) AD(       ) 2
 ER0544  NAD 27      -  34 32 29.24500(N)    109 59 40.80420(W) AD(       ) 2
 ER0544  NGVD 29 (07/19/86) 1775.4    (m)         5825.     (f) VERT ANG    3  
 ER0544
 ER0544.Superseded values are not recommended for survey control.
 ER0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0544.See file dsdata.txt to determine how the superseded data were derived.
 ER0544
 ER0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9218722657(NAD 83)
 ER0544_MARKER: DS = TRIANGULATION STATION DISK
 ER0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0544
 ER0544  HISTORY     - Date     Condition        Report By
 ER0544  HISTORY     - 1936     MONUMENTED       CGS
 ER0544  HISTORY     - 1972     GOOD             AZHD
 ER0544
 ER0544                          STATION DESCRIPTION
 ER0544
 ER0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0544'STATION IS ABOUT 5 MILES NORTHEAST OF SNOWFLAKE, ABOUT 1/2
 ER0544'MILE SOUTH OF THE GRADED ROAD LEADING EAST FROM SNOWFLAKE, ON
 ER0544'THE HIGHEST POINT OF A LOW HILL COVERED WITH SCRUB TIMBER, AND THE
 ER0544'HIGHEST POINT IN THE IMMEDIATE VICINITY.  THE STATION OVERLOOKS
 ER0544'THE COUNTRY TO THE WEST AND SOUTH.  THERE IS A SLIGHTLY HIGHER
 ER0544'RIDGE NORTH OF THE GRADED ROAD.
 ER0544'
 ER0544'THE AZIMUTH MARK IS ABOUT 3/4 MILE NORTHWEST OF THE STATION, 52
 ER0544'FEET SOUTH OF THE GRADED ROAD AND 23 FEET SOUTHWEST OF A TRACK
 ER0544'ROAD LEADING TO THE SOUTHEAST.
 ER0544'
 ER0544'TO REACH FROM SNOWFLAKE GO NORTH ON MAIN STREET FROM L.D.S.
 ER0544'CHURCH 0.2 MILE TO END OF STREET.  TURN RIGHT AND GO EAST ON GRADED
 ER0544'ROAD CROSSING BRIDGE AT 0.6 MILE AND COMING TO Y AT 2.0 MILES.
 ER0544'TAKE RIGHT FORK AND GO 3.1 MILES TO TRACK ROAD LEADING SOUTHEAST
 ER0544'AND SIGN NO WOOD HAULING, AND AZIMUTH MARK.  TURN RIGHT AND
 ER0544'GO SOUTHEAST ON TRACK ROAD 0.5 MILE TO ROAD COMING IN FROM
 ER0544'EAST.  AT THIS POINT LEAVE ROAD AND GO SOUTHEAST TO HIGHEST
 ER0544'POINT ON RIDGE AND STATION, APPROACHING TOP FROM NORTHEAST
 ER0544'DUE TO ROCKS ON NORTH SLOPE AT TOP, AT 0.7 MILE.
 ER0544'
 ER0544'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ER0544
 ER0544                          STATION RECOVERY (1972)
 ER0544
 ER0544'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0544'GENERAL LOCATION AS PER DESCRIPTION
 ER0544'
 ER0544'TO REACH FROM JCT SR 77 AND SR 277 (END) IN SNOWFLAKE GO EAST
 ER0544'ON GRADED ROAD, CROSSING BRIDGE AND FOLLOW MAIN GRADED ROAD 5.0
 ER0544'MILES TO LOW HILL ON THE RIGHT.  TURN RIGHT AND FOLLOW THE TRAIL
 ER0544'ALONG BASE OF HILL TO DIM TRACK RD. TO THE LEFT (EAST) 0.5
 ER0544'MILE.  FOLLOW TRAIL TO SUMMIT AND STATION.  FOUR WHEEL DRIVE
 ER0544'REQUIRED.
 ER0544'
 ER0544'STATION MARK IN AND GOOD.
 ER0544'
 ER0544'REFERENCE MARK IN AND GOOD
 ER0544'
 ER0544'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0828 ***********************************************************************
 CZ0828  DESIGNATION -  SNYDERS HILL RM 1
 CZ0828  PID         -  CZ0828
 CZ0828  STATE/COUNTY-  AZ/PIMA
 CZ0828  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0828
 CZ0828                         *CURRENT SURVEY CONTROL
 CZ0828  ___________________________________________________________________
 CZ0828* NAD 83(1986)-  32 09 29.     (N)    111 06 50.     (W)     SCALED    
 CZ0828* NAVD 88     -       797.53   (+/-2cm)    2616.6    (feet)  VERTCON   
 CZ0828  ___________________________________________________________________
 CZ0828  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0828
 CZ0828.The horizontal coordinates were scaled from a topographic map and have
 CZ0828.an estimated accuracy of +/- 6 seconds.
 CZ0828
 CZ0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0828.The vertical order pertains to the NGVD 29 superseded value.
 CZ0828
 CZ0828.The geoid height was determined by GEOID03.
 CZ0828
 CZ0828;                    North         East    Units  Estimated Accuracy
 CZ0828;SPC AZ C     -   128,670.      289,080.      MT  (+/- 180 meters Scaled)
 CZ0828
 CZ0828                          SUPERSEDED SURVEY CONTROL
 CZ0828
 CZ0828  NGVD 29 (??/??/92)  796.86   (m)         2614.4    (f) COMPUTED    2 0
 CZ0828
 CZ0828.Superseded values are not recommended for survey control.
 CZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0828.See file dsdata.txt to determine how the superseded data were derived.
 CZ0828
 CZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA892579(NAD 83)
 CZ0828_MARKER: DR = REFERENCE MARK DISK
 CZ0828_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0828_SP_SET: ROCK OUTCROP
 CZ0828_STAMPING: SNYDERS HILL NO.1 1935
 CZ0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0828+STABILITY: POSITION/ELEVATION WELL
 CZ0828
 CZ0828  HISTORY     - Date     Condition        Report By
 CZ0828  HISTORY     - 1935     MONUMENTED       CGS
 CZ0828  HISTORY     - 1951     GOOD             NGS
 CZ0828
 CZ0828                          STATION DESCRIPTION
 CZ0828
 CZ0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0828'8.9 MI SW FROM TUCSON.
 CZ0828'8.9 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0828'STATE HIGHWAY 86, 1.7 MILES NORTHEAST OF A Y JUNCTION OF A ROAD TO THE
 CZ0828'RANCHO DIABLO, 0.3 MILE EAST OF THE EL PASO NATURAL GAS LINE AND STATE
 CZ0828'HIGHWAY 86 INTERSECTION, AND SET IN THE TOP OF A ROCK OUTCROP OF THE
 CZ0828'TOP OF SNYDERS HILL, AND ABOUT 250 YARDS SOUTH OF THE CENTER LINE OF
 CZ0828'STATE HIGHWAY 86, 57 FEET NORTH OF THE STATION, AND ABOUT 10 FEET
 CZ0828'LOWER THAN THE TOP OF SNYDER HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0829 ***********************************************************************
 CZ0829  DESIGNATION -  SNYDERS HILL RM 2
 CZ0829  PID         -  CZ0829
 CZ0829  STATE/COUNTY-  AZ/PIMA
 CZ0829  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0829
 CZ0829                         *CURRENT SURVEY CONTROL
 CZ0829  ___________________________________________________________________
 CZ0829* NAD 83(1986)-  32 09 28.     (N)    111 06 50.     (W)     SCALED    
 CZ0829* NAVD 88     -       799.49   (+/-2cm)    2623.0    (feet)  VERTCON   
 CZ0829  ___________________________________________________________________
 CZ0829  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0829
 CZ0829.The horizontal coordinates were scaled from a topographic map and have
 CZ0829.an estimated accuracy of +/- 6 seconds.
 CZ0829
 CZ0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0829.The vertical order pertains to the NGVD 29 superseded value.
 CZ0829
 CZ0829.The geoid height was determined by GEOID03.
 CZ0829
 CZ0829;                    North         East    Units  Estimated Accuracy
 CZ0829;SPC AZ C     -   128,640.      289,080.      MT  (+/- 180 meters Scaled)
 CZ0829
 CZ0829                          SUPERSEDED SURVEY CONTROL
 CZ0829
 CZ0829  NGVD 29 (??/??/92)  798.81   (m)         2620.8    (f) COMPUTED    2 0
 CZ0829
 CZ0829.Superseded values are not recommended for survey control.
 CZ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0829.See file dsdata.txt to determine how the superseded data were derived.
 CZ0829
 CZ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA892579(NAD 83)
 CZ0829_MARKER: DR = REFERENCE MARK DISK
 CZ0829_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0829_SP_SET: ROCK OUTCROP
 CZ0829_STAMPING: SNYDERS HILL NO 2 1935
 CZ0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0829+STABILITY: POSITION/ELEVATION WELL
 CZ0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0829+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 CZ0829
 CZ0829  HISTORY     - Date     Condition        Report By
 CZ0829  HISTORY     - 1935     MONUMENTED       CGS
 CZ0829  HISTORY     - 1951     GOOD             NGS
 CZ0829  HISTORY     - 20030626 GOOD             CAP
 CZ0829
 CZ0829                          STATION DESCRIPTION
 CZ0829
 CZ0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0829'8.9 MI SW FROM TUCSON.
 CZ0829'8.9 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0829'STATE HIGHWAY 86, 1.7 MILES NORTHEAST OF A Y JUNCTION OF A ROAD TO THE
 CZ0829'RANCHO DIABLO, 0.3 MILE EAST OF THE EL PASO NATURAL GAS LINE AND STATE
 CZ0829'HIGHWAY 86 INTERSECTION, AND SET ON TOP OF A ROCK OUTCROP PROJECTING
 CZ0829'1/2 FOOT ABOVE THE GROUND, NEAR THE TOP OF SNYDER HILL, 250 YARDS
 CZ0829'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 86, 33.1 FEET EAST OF THE
 CZ0829'STATION, AND ABOUT 4 FEET LOWER THAN THE TOP OF SYNDER HILL.
 CZ0829
 CZ0829                          STATION RECOVERY (2003)
 CZ0829
 CZ0829'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2003 (DLD)
 CZ0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0830 ***********************************************************************
 CZ0830  DESIGNATION -  SNYDERS HILL RM 3 AZIMUTH
 CZ0830  PID         -  CZ0830
 CZ0830  STATE/COUNTY-  AZ/PIMA
 CZ0830  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0830
 CZ0830                         *CURRENT SURVEY CONTROL
 CZ0830  ___________________________________________________________________
 CZ0830* NAD 83(1986)-  32 09 24.     (N)    111 06 49.     (W)     SCALED    
 CZ0830* NAVD 88     -       793.66   (+/-2cm)    2603.9    (feet)  VERTCON   
 CZ0830  ___________________________________________________________________
 CZ0830  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0830
 CZ0830.The horizontal coordinates were scaled from a topographic map and have
 CZ0830.an estimated accuracy of +/- 6 seconds.
 CZ0830
 CZ0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0830.The vertical order pertains to the NGVD 29 superseded value.
 CZ0830
 CZ0830.The geoid height was determined by GEOID03.
 CZ0830
 CZ0830;                    North         East    Units  Estimated Accuracy
 CZ0830;SPC AZ C     -   128,520.      289,110.      MT  (+/- 180 meters Scaled)
 CZ0830
 CZ0830                          SUPERSEDED SURVEY CONTROL
 CZ0830
 CZ0830  NGVD 29 (??/??/92)  792.99   (m)         2601.7    (f) COMPUTED    2 0
 CZ0830
 CZ0830.Superseded values are not recommended for survey control.
 CZ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0830.See file dsdata.txt to determine how the superseded data were derived.
 CZ0830
 CZ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA892578(NAD 83)
 CZ0830_MARKER: DZ = AZIMUTH MARK DISK
 CZ0830_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0830_SP_SET: ROCK OUTCROP
 CZ0830_STAMPING: SNYDER HILL AZI NO 3 1935
 CZ0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0830+STABILITY: POSITION/ELEVATION WELL
 CZ0830
 CZ0830  HISTORY     - Date     Condition        Report By
 CZ0830  HISTORY     - 1935     MONUMENTED       CGS
 CZ0830  HISTORY     - 1951     GOOD             NGS
 CZ0830
 CZ0830                          STATION DESCRIPTION
 CZ0830
 CZ0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0830'8.9 MI SW FROM TUCSON.
 CZ0830'8.9 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG
 CZ0830'STATE HIGHWAY 86, 1.7 MILES NORTHEAST OF A Y JUNCTION OF A ROAD TO THE
 CZ0830'RANCHO DIABLO, 0.3 MILE EAST OF THE EL PASO NATURAL GAS LINE AND STATE
 CZ0830'HIGHWAY 86 INTERSECTION, AND SET ON THE TOP OF A ROCK OUTCROP ON THE
 CZ0830'HIGHEST POINT OF THE SOUTH END OF THE RIDGE OF SNYDER HILL, ABOUT 400
 CZ0830'YARDS SOUTH OF STATE HIGHWAY 86, AND ABOUT 150 YARDS SOUTH OF THE
 CZ0830'STATION, 20 FEET LOWER THAN THE TOP OF SYNDER HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1909 ***********************************************************************
 DV1909  DESIGNATION -  SOCORRO PEAK
 DV1909  PID         -  DV1909
 DV1909  STATE/COUNTY-  AZ/LA PAZ
 DV1909  USGS QUAD   -  SOCORRO PEAK (1989)
 DV1909
 DV1909                         *CURRENT SURVEY CONTROL
 DV1909  ___________________________________________________________________
 DV1909* NAD 83(1992)-  33 45 35.61763(N)    113 27 20.01592(W)     ADJUSTED  
 DV1909* NAVD 88     -              **(meters)            **(feet)            
 DV1909  ___________________________________________________________________
 DV1909  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 DV1909  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DV1909  HORZ ORDER  -  THIRD
 DV1909
 DV1909.The horizontal coordinates were established by classical geodetic methods
 DV1909.and adjusted by the National Geodetic Survey in August 1993.
 DV1909
 DV1909
 DV1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1909
 DV1909.The geoid height was determined by GEOID03.
 DV1909
 DV1909;                    North         East     Units Scale Factor Converg.
 DV1909;SPC AZ W     -   306,073.029   240,636.301   MT  0.99994250   +0 09 49.1
 DV1909;SPC AZ W     - 1,004,176.60    789,489.18   iFT  0.99994250   +0 09 49.1
 DV1909;SPC AZ C     -   307,087.953    70,798.562   MT  1.00015048   -0 51 19.2
 DV1909;SPC AZ C     - 1,007,506.41    232,278.75   iFT  1.00015048   -0 51 19.2
 DV1909;UTM  12      - 3,738,243.277   272,571.496   MT  1.00023769   -1 21 54.6
 DV1909
 DV1909                          SUPERSEDED SURVEY CONTROL
 DV1909
 DV1909  NAD 83(1986)-  33 45 35.61216(N)    113 27 20.02668(W) AD(       ) 4
 DV1909  NAD 27      -  33 45 35.40000(N)    113 27 17.30000(W) AD(       ) 3
 DV1909
 DV1909.Superseded values are not recommended for survey control.
 DV1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1909.See file dsdata.txt to determine how the superseded data were derived.
 DV1909
 DV1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7257138243(NAD 83)
 DV1909_MARKER: 03 = MOUNTAIN PEAK
 DV1909
 DV1909  HISTORY     - Date     Condition        Report By
 DV1909  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1909
 DV1909                          STATION DESCRIPTION
 DV1909
 DV1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1909'SOCORRO PEAK IS LOCATED ABOUT 6 MILES SOUTHEAST OF WENDEN
 DV1909'ON THE WEST EDGE OF THE HARQUAHALLA RANGE.  IT IS ONE OF
 DV1909'SEVERAL PEAKS OF ABOUT THE SAME HEIGHT AND IS FLAT-TOPPED.
 DV1909'THE HIGHEST PART WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1976 ***********************************************************************
 DU1976  DESIGNATION -  SODA
 DU1976  PID         -  DU1976
 DU1976  STATE/COUNTY-  AZ/GILA
 DU1976  USGS QUAD   -  COOLIDGE DAM (1976)
 DU1976
 DU1976                         *CURRENT SURVEY CONTROL
 DU1976  ___________________________________________________________________
 DU1976* NAD 83(1992)-  33 14 18.44640(N)    110 30 51.72994(W)     ADJUSTED  
 DU1976* NAVD 88     -       947.0    (meters)    3107.     (feet)  VERTCON   
 DU1976  ___________________________________________________________________
 DU1976  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DU1976  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DU1976  HORZ ORDER  -  FIRST
 DU1976
 DU1976.The horizontal coordinates were established by classical geodetic methods
 DU1976.and adjusted by the National Geodetic Survey in August 1993.
 DU1976
 DU1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1976
 DU1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1976
 DU1976.The geoid height was determined by GEOID03.
 DU1976
 DU1976;                    North         East     Units Scale Factor Converg.
 DU1976;SPC AZ E     -   248,249.277   180,956.910   MT  0.99991294   -0 11 26.1
 DU1976;SPC AZ E     -   814,466.13    593,690.65   iFT  0.99991294   -0 11 26.1
 DU1976;UTM  12      - 3,677,827.951   545,243.376   MT  0.99962524   +0 15 58.3
 DU1976
 DU1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1976!SPC AZ E     -   0.99985565  x   0.99991294  =   0.99976860
 DU1976!UTM  12      -   0.99985565  x   0.99962524  =   0.99948094
 DU1976
 DU1976|---------------------------------------------------------------------|
 DU1976| PID    Reference Object                     Distance      Geod. Az  |
 DU1976|                                                           dddmmss.s |
 DU1976| CD3662 SODA RM 1                            14.743 METERS 04721     |
 DU1976| CD3661 SODA AZ MK                                         1311136.0 |
 DU1976| CD3663 SODA RM 2                            14.005 METERS 31108     |
 DU1976|---------------------------------------------------------------------|
 DU1976
 DU1976                          SUPERSEDED SURVEY CONTROL
 DU1976
 DU1976  NAD 83(1986)-  33 14 18.44233(N)    110 30 51.73015(W) AD(       ) 1
 DU1976  NAD 27      -  33 14 18.22800(N)    110 30 49.37200(W) AD(       ) 1
 DU1976  NGVD 29 (07/19/86)  946.4    (m)         3105.     (f) VERT ANG    3  
 DU1976
 DU1976.Superseded values are not recommended for survey control.
 DU1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1976.See file dsdata.txt to determine how the superseded data were derived.
 DU1976
 DU1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4524377828(NAD 83)
 DU1976_MARKER: DS = TRIANGULATION STATION DISK
 DU1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1976
 DU1976  HISTORY     - Date     Condition        Report By
 DU1976  HISTORY     - 1945     MONUMENTED       CGS
 DU1976  HISTORY     - 1968     GOOD             AMS
 DU1976  HISTORY     - 1968     GOOD             CGS
 DU1976
 DU1976                          STATION DESCRIPTION
 DU1976
 DU1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1976'STATION IS 19 MILES (AIR LINE) SE OF GLOBE, 9 MILES SSW OF SAN
 DU1976'CARLOS, AND 4-1/2 MILES N OF THE COOLIDGE DAM.  IT IS LOCATED
 DU1976'AT THE JUNCTION OF U.S. HIGHWAY 70 AND THE SAN CARLOS GRAVEL
 DU1976'ROAD.
 DU1976'
 DU1976'TO REACH STATION FROM THE POST OFFICE IN GLOBE, GO E ON U.S.
 DU1976'HIGHWAY 70 FOR 8.8 MILES TO THE JUNCTION OF A SAN CARLOS ROAD
 DU1976'AT CUTTER.  CONTINUE ON U.S. HIGHWAY 70 FOR 12.5 MILES TO
 DU1976'STATION ON THE LEFT AT THE JUNCTION OF U.S. HIGHWAY 70 AND
 DU1976'ANOTHER ROAD TO SAN CARLOS.
 DU1976'
 DU1976'STATION IS 51 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 70,
 DU1976'78 FEET W OF THE CENTER OF THE SAN CARLOS ROAD, 21-1/2 FEET
 DU1976'NNW OF A METAL SIGN READING SAN CARLOS, AND 8 FEET W OF A 4
 DU1976'INCH SQUARE WHITE WITNESS POST.  STATION MARK IS A BRONZE
 DU1976'STATION DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 DU1976'INCHES ABOVE THE GROUND.  IT IS STAMPED SODA 1945.
 DU1976'
 DU1976'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 1/2 FOOT
 DU1976'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1976'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS
 DU1976'STAMPED SODA NO 1 1945.
 DU1976'
 DU1976'REFERENCE MARK 2 IS NW OF THE STATION AND ABOUT 1-1/2 FEET
 DU1976'HIGHER.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 DU1976'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 DU1976'STAMPED SODA NO 2 1945.
 DU1976'
 DU1976'AZIMUTH MARK IS ABOUT 1/2 MILE SE OF THE STATION ON A LOW
 DU1976'RIDGE.  IT IS 23-1/2 FEET E OF THE CENTER OF THE POWER LINE ROAD,
 DU1976'55 FEET ENE OF A WOODEN POWER LINE POST, AND 4-1/2 FEET WNW
 DU1976'OF A 4 INCH SQUARE WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH
 DU1976'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 DU1976'INCHES ABOVE THE GROUND AND IS STAMPED SODA 1945.  TO REACH
 DU1976'FROM THE STATION, GO SE ON U.S. HIGHWAY 70 FOR 0.35 MILE TO
 DU1976'THE POWER LINE MAINTENANCE ROAD ON THE LEFT.  TURN LEFT AND
 DU1976'GO 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DU1976
 DU1976                          STATION RECOVERY (1968)
 DU1976
 DU1976'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 DU1976'MARK IS LOCATED APPROXIMATELY 17.9 AIRMILES (SE) OF GLOBE,
 DU1976'ARIZONA.  8.6 AIRMILES (SSW) OF SAN CARLOS, ARIZONA.
 DU1976'
 DU1976'TO REACH MARK FROM BYLAS TRADING ENTERPRISE STORE AND POST OFFICE
 DU1976'IN BYLAS, ARIZONA GO (W) ON U.S. HWY 70 FOR 2.7 MILES TO A
 DU1976'PAVED ROAD LEFT (OLD U.S. HWY 70) AND A SIGN CALVA.  TURN
 DU1976'LEFT (WNW) AND GO 29.9 MILES TO THE MIDDLE OF COOLIDGE DAM,
 DU1976'FROM HERE CONTINUE ON OLD HWY 70 FOR 5.4 MI TO A DIRT ROAD
 DU1976'RIGHT (T INTERSECTION) AND THE STATION LOCATED ON THE (N)
 DU1976'CORNER OF THE INTERSECTION.  THE STATION IS LOCATED 49.0 FEET
 DU1976'(NNE) OF OLD U.S. HWY 70 AND 76.5 FEET (NW) OF THE DIRT ROAD.
 DU1976'
 DU1976'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A SQUARE
 DU1976'CONCRETE POST PROJECTING 3 IN ABOVE THE GROUND.  STAMPED
 DU1976'SODA 1945.
 DU1976'
 DU1976'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 DU1976'
 DU1976'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A SQUARE CONCRETE
 DU1976'POST PROJECTING 2 IN ABOVE THE GROUND.  STAMPED SODA NO 2 1945.
 DU1976'IT IS LOCATED 45.95 FEET (WNW) OF MARK ON A MAG AZ OF 295 DEG
 DU1976'AND A DE OF +2.3 FEET.
 DU1976'
 DU1976'THE AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN A SQUARE
 DU1976'CONCRETE POST PROJECTING 2 IN ABOVE GROUND.  STAMPED SODA
 DU1976'1945.  IT IS LOCATED APPROXIMATELY 0.5 MILE (ESE) OF MARK ON
 DU1976'A MAG AZ OF 118 DEG.
 DU1976'
 DU1976'CONDITION OF EXISTING MARKS IS GOOD.  VIEW FROM STATION IS
 DU1976'GOOD IN ALL DIRECTIONS EXCEPT IN AREA OF MAG AZ 200 DEG-20 DEG
 DU1976'(UPHILL SLOPE).
 DU1976
 DU1976                          STATION RECOVERY (1968)
 DU1976
 DU1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DU1976'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DU1976'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 1 WHICH
 DU1976'HAS BEEN DESTROYED.
 DU1976'
 DU1976'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DU1976'
 DU1976'U.S. HIGHWAY 70 IS NOW CALLED COOLIDGE DAM ROAD AND NOW JOINS
 DU1976'THE NEW U.S. HIGHWAY 70 IN THE SMALL TOWN OF CUTTER.
 DU1976'
 DU1976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 DU1976'MILES SOUTH-SOUTHWEST OF SAN CARLOS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0378 ***********************************************************************
 GQ0378  DESIGNATION -  SOFT
 GQ0378  PID         -  GQ0378
 GQ0378  STATE/COUNTY-  AZ/MOHAVE
 GQ0378  USGS QUAD   -  GRASSY MOUNTAIN (1971)
 GQ0378
 GQ0378                         *CURRENT SURVEY CONTROL
 GQ0378  ___________________________________________________________________
 GQ0378* NAD 83(1992)-  36 21 52.70925(N)    113 29 00.24415(W)     ADJUSTED  
 GQ0378* NAVD 88     -      1696.9    (meters)    5567.     (feet)  VERTCON   
 GQ0378  ___________________________________________________________________
 GQ0378  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 GQ0378  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 GQ0378  HORZ ORDER  -  SECOND
 GQ0378
 GQ0378.The horizontal coordinates were established by classical geodetic methods
 GQ0378.and adjusted by the National Geodetic Survey in August 1993.
 GQ0378
 GQ0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0378
 GQ0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0378
 GQ0378.The geoid height was determined by GEOID03.
 GQ0378
 GQ0378;                    North         East     Units Scale Factor Converg.
 GQ0378;SPC AZ W     -   595,023.167   237,284.821   MT  0.99994038   +0 09 29.1
 GQ0378;SPC AZ W     - 1,952,175.74    778,493.51   iFT  0.99994038   +0 09 29.1
 GQ0378;UTM  12      - 4,027,257.815   277,190.982   MT  1.00021169   -1 28 23.0
 GQ0378
 GQ0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0378!SPC AZ W     -   0.99973751  x   0.99994038  =   0.99967790
 GQ0378!UTM  12      -   0.99973751  x   1.00021169  =   0.99994914
 GQ0378
 GQ0378:                Primary Azimuth Mark                     Grid Az
 GQ0378:SPC AZ W     -  SOFT RM 3 AZIMUTH                        089 58 34.7
 GQ0378:UTM  12      -  SOFT RM 3 AZIMUTH                        091 36 26.8
 GQ0378
 GQ0378|---------------------------------------------------------------------|
 GQ0378| PID    Reference Object                     Distance      Geod. Az  |
 GQ0378|                                                           dddmmss.s |
 GQ0378| CH3391 SOFT RM 3 AZIMUTH                                  0900803.8 |
 GQ0378| CH3389 SOFT RM 1                             9.120 METERS 12042     |
 GQ0378| CH3390 SOFT RM 2                            18.865 METERS 19814     |
 GQ0378|---------------------------------------------------------------------|
 GQ0378
 GQ0378                          SUPERSEDED SURVEY CONTROL
 GQ0378
 GQ0378  NAD 83(1986)-  36 21 52.70333(N)    113 29 00.24190(W) AD(       ) 2
 GQ0378  NAD 27      -  36 21 52.78800(N)    113 28 57.47400(W) AD(       ) 2
 GQ0378  NGVD 29 (07/19/86) 1696.0    (m)         5564.     (f) VERT ANG    3  
 GQ0378
 GQ0378.Superseded values are not recommended for survey control.
 GQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0378.See file dsdata.txt to determine how the superseded data were derived.
 GQ0378
 GQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7719127258(NAD 83)
 GQ0378_MARKER: DS = TRIANGULATION STATION DISK
 GQ0378_SETTING: 80 = SET IN A BOULDER
 GQ0378_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0378
 GQ0378  HISTORY     - Date     Condition        Report By
 GQ0378  HISTORY     - 1934     MONUMENTED       CGS
 GQ0378  HISTORY     - 1952     GOOD             CGS
 GQ0378
 GQ0378                          STATION DESCRIPTION
 GQ0378
 GQ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0378'STATION IS ON THE E SIDE OF SHIVIWITZ PLATEAU, ABOUT 5 MILES
 GQ0378'(AIR LINE) E BY S FROM MT. TRUMBULL POST OFFICE, AND 60 YARDS
 GQ0378'S OF ROAD RUNNING WESTERLY FROM MT. TRUMBULL POST OFFICE TO
 GQ0378'A CONNECTION WITH ROAD FROM WOLF HOLE S TO OAK GROVE RANCH,
 GQ0378'ON A LOW ROCKY KNOLL, 20.5 FEET S OF SCRUB CEDAR TREE LYING
 GQ0378'ON SUMMIT OF THIS KNOLL.
 GQ0378'
 GQ0378'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0378'IN DRILL HOLES IN BOULDERS.
 GQ0378'
 GQ0378'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH
 GQ0378'A NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE.
 GQ0378'
 GQ0378'REFERENCE MARK NO. 3 (AZIMUTH MARK) LIES 1/2 MILE E ON TOP
 GQ0378'OF SMALL HILL.
 GQ0378'
 GQ0378'REACHED FROM ST. GEORGE, UTAH, AS FOLLOWS--TAKE HIGHWAY TO
 GQ0378'LITTLE ARIZONA FOR 10.0 MILES, CONTINUE ON WOLF HOLE ROAD FOR
 GQ0378'20.7 MILES TO WOLF HOLE, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE,
 GQ0378'TAKE LEFT FORK FOR 3.1 MILES TO SIGN READING MT. TRUMBULL,
 GQ0378'TUWEEP, PAROCHANT MT., TAKE RIGHT FORK AND GO 9.9 MILES, TAKE
 GQ0378'LEFT FORK (MAIN-TRAVELED ROAD) AND GO 14.7 MILES, TAKE LEFT
 GQ0378'FORK GO 3.9 MILES, TURN SHARP LEFT GO 1.8 MILES, TURN SHARP
 GQ0378'LEFT GO 5.6 MILES TO STATION.  CAN ALSO BE REACHED FROM MT.
 GQ0378'TRUMBULL POST OFFICE BY TAKING ROAD W FOR 11.7 MILES.
 GQ0378
 GQ0378                          STATION RECOVERY (1952)
 GQ0378
 GQ0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0378'STATION RECOVERED, AND ALL MARKS IN PLACE IN GOOD CONDITION,
 GQ0378'BUT THE STATION SITE IS NOT LOCATED AS DESCRIBED IN THE OLD
 GQ0378'ORIGINAL DESCRIPTION, IT IS LOCATED 2.0 MILES SE OF THE HIGHEST
 GQ0378'POINT OF PROVERTY MTN. AND IS 9.0 MILES AIRLINE WEST AND 3.0
 GQ0378'MILES S OF THE MT. TRUMBULL P.O., (INSTEAD OF 5.0 MILES AIRLINE
 GQ0378'E BY S, FROM MT. TRUMBULL P.O.)
 GQ0378'
 GQ0378'REACHED FROM ST. GEORGE UTAH, BY GOING S AND SE ON THE MT.
 GQ0378'TRUMBULL ROAD UP OVER THE MTN. FOLLOWING THE MTR. FOR 47.3
 GQ0378'MILES TO A FORK JUST AFTER PASSING CORRAL ON RIGHT THENCE RIGHT
 GQ0378'AND FOLLOW THE MTR. SW FOR 17.5 MILES THEN TURN LEFT S FOR 50
 GQ0378'YARDS AND KEEP LEFT FORK SE FOR 0.7 MILE AND KEEP STRAIGHT AHEAD
 GQ0378'FOR 0.1 MILE THENCE LEFT FORK E FOR 1.4 MILE THENCE RIGHT FORK
 GQ0378'E FOR 2.5 MILE TO A RESERVOIR ON LEFT, KEEP RIGHT STRAIGHT
 GQ0378'AHEAD E FOLLOWING THE OLD ROAD BED FOR 2.3 MILES TO ETT. AT A
 GQ0378'LOW CEDAR TREE WITH THE TOP CUT OUT, THE STATION IS 60
 GQ0378'YARDS S OF THIS POINT UP ON TOP OF A SMALL KNOLL,
 GQ0378'
 GQ0378'REQUIRED 4 FOOT STAND,
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0973 ***********************************************************************
 ET0973  DESIGNATION -  SOL
 ET0973  PID         -  ET0973
 ET0973  STATE/COUNTY-  AZ/YAVAPAI
 ET0973  USGS QUAD   -  CONGRESS SW (1969)
 ET0973
 ET0973                         *CURRENT SURVEY CONTROL
 ET0973  ___________________________________________________________________
 ET0973* NAD 83(1992)-  34 05 10.06711(N)    112 53 46.31647(W)     ADJUSTED  
 ET0973* NAVD 88     -       822.3    (meters)    2698.     (feet)  VERTCON   
 ET0973  ___________________________________________________________________
 ET0973  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 ET0973  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 ET0973  HORZ ORDER  -  SECOND
 ET0973
 ET0973.The horizontal coordinates were established by classical geodetic methods
 ET0973.and adjusted by the National Geodetic Survey in June 1998.
 ET0973
 ET0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0973
 ET0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0973
 ET0973.The geoid height was determined by GEOID03.
 ET0973
 ET0973;                    North         East     Units Scale Factor Converg.
 ET0973;SPC AZ C     -   342,639.755   122,964.938   MT  1.00000070   -0 32 56.4
 ET0973;SPC AZ C     - 1,124,146.18    403,428.27   iFT  1.00000070   -0 32 56.4
 ET0973;UTM  12      - 3,773,328.705   325,055.092   MT  0.99997729   -1 03 46.7
 ET0973
 ET0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0973!SPC AZ C     -   0.99987553  x   1.00000070  =   0.99987623
 ET0973!UTM  12      -   0.99987553  x   0.99997729  =   0.99985282
 ET0973
 ET0973|---------------------------------------------------------------------|
 ET0973| PID    Reference Object                     Distance      Geod. Az  |
 ET0973|                                                           dddmmss.s |
 ET0973| CH3392 SOL RM 1                             12.047 METERS 04018     |
 ET0973| CH3393 SOL RM 2                             12.929 METERS 13013     |
 ET0973| ET1039 MERRIT                              APPROX.10.2 KM 2815753.5 |
 ET0973|---------------------------------------------------------------------|
 ET0973
 ET0973                          SUPERSEDED SURVEY CONTROL
 ET0973
 ET0973  NAD 83(1992)-  34 05 10.06711(N)    112 53 46.31647(W) AD(       ) 2
 ET0973  NAD 83(1986)-  34 05 10.06586(N)    112 53 46.31954(W) AD(       ) 2
 ET0973  NAD 27      -  34 05 09.97251(N)    112 53 43.65803(W) AD(       ) 2
 ET0973  NGVD 29 (07/19/86)  821.6    (m)         2696.     (f) VERT ANG    3  
 ET0973
 ET0973.Superseded values are not recommended for survey control.
 ET0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0973.See file dsdata.txt to determine how the superseded data were derived.
 ET0973
 ET0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2505573329(NAD 83)
 ET0973_MARKER: DD = SURVEY DISK
 ET0973_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0973+WITH SETTING: INFORMATION.
 ET0973_SP_SET: PREFABRICATED CONCRETE POST
 ET0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0973+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 ET0973
 ET0973  HISTORY     - Date     Condition        Report By
 ET0973  HISTORY     - 1969     MONUMENTED       USGS
 ET0973  HISTORY     - 1980     GOOD             AZDT
 ET0973  HISTORY     - 19980702 GOOD             USPSQD
 ET0973  HISTORY     - 20071005 GOOD             GEOCAC
 ET0973
 ET0973                          STATION DESCRIPTION
 ET0973
 ET0973'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (PM)
 ET0973'LOCATED ABOUT 12.4 MI. (AIRLINE) NW. OF WICKENBURG.  ABOUT 6 MI.
 ET0973'SW. OF CONGRESS JUNCTION.  ON U. S. ROUTE 93.
 ET0973'
 ET0973'TO REACH FROM WICKENBURG P. O. DRIVE N. ON U. S. HIGHWAY 89, 5.8
 ET0973'MI. TO THE JUNCTION OF U. S. HIGHWAYS 89 AND 93.  TAKE HIGHWAY 93
 ET0973'AND CONTINUE ON FOR 6.65 MI.  THE STATION MARK IS 0.05 MI. N. OF
 ET0973'HIGHWAY MILEPOST 187, 148 FT. E. OF THE CENTERLINE OF THE HIGHWAY
 ET0973'AND 2.2 FT. W. OF THE RIGHT-OF-WAY FENCE AND 2.2 FT. LOWER THAN
 ET0973'THE HIGHWAY.
 ET0973'
 ET0973'STATION MARK--STANDARD USGS TABLET STAMPED SOL 1969 SET ON
 ET0973'COPPERWELD ROD DRIVEN TO REFUSAL AND SET IN CONCRETE COLLAR.
 ET0973'
 ET0973'REFERENCE MARK NO. 1--STANDARD USGS TABLET STAMPED NO 1 1969 SET
 ET0973'ON COPPERWELD ROD DRIVEN TO REFUSAL AND SET IN CONCRETE COLLAR,
 ET0973'LEVEL WITH STATION MARK.
 ET0973'
 ET0973'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED NO 2
 ET0973'1969 SET ON COPPERWELD ROD DRIVEN TO REFUSAL AND SET IN CONCRETE
 ET0973'COLLAR, LEVEL WITH STATION MARK.
 ET0973
 ET0973                          STATION RECOVERY (1980)
 ET0973
 ET0973'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0973'TO REACH THE STATION FROM THE POST OFFICE IN WICKENBURG, TRAVEL NORTH
 ET0973'ALONG U.S. HIGHWAYS 93 AND 89 FOR 5.8 MILES TO THEIR JUNCTION.  TRAVEL
 ET0973'NORTH ALONG US 93 FOR 6.65 MILES TO THE STATION ON THE RIGHT AT MILE
 ET0973'POST 186.95.  THE STATION IS 148 FEET OF THE CENTERLINE OF THE HIGHWAY
 ET0973'AND 2.2 FEET WEST OF THE RIGHT OF WAY FENCELINE.
 ET0973
 ET0973                          STATION RECOVERY (1998)
 ET0973
 ET0973'RECOVERY NOTE BY US POWER SQUADRON 1998
 ET0973'RECOVERED IN GOOD CONDITION.
 ET0973
 ET0973                          STATION RECOVERY (2007)
 ET0973
 ET0973'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0973'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 ET0973'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION
 ET0973'MARK AND REFERENCE MARK 2 ARE 8 INCHES BELOW THE SURFACE OF THE
 ET0973'GROUND.
 ET0973' 
 ET0973'AN ATTEMPT WAS MADE TO RECOVER REFERENCE MARK 1, BUT IT WAS NOT FOUND.
 ET0973'IT IS PROBABLY BURIED UNDER THE HARD PACK SOIL IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1217 ***********************************************************************
 CY1217  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1217  DESIGNATION -  SOL
 CY1217  PID         -  CY1217
 CY1217  STATE/COUNTY-  AZ/GRAHAM
 CY1217  USGS QUAD   -  SAN JOSE (1985)
 CY1217
 CY1217                         *CURRENT SURVEY CONTROL
 CY1217  ___________________________________________________________________
 CY1217* NAD 83(1992)-  32 48 37.61090(N)    109 31 02.69605(W)     ADJUSTED  
 CY1217* NAVD 88     -      1066.28   (meters)    3498.3    (feet)  GPS OBS   
 CY1217  ___________________________________________________________________
 CY1217  X           -  -1,793,001.881 (meters)                     COMP
 CY1217  Y           -  -5,058,394.225 (meters)                     COMP
 CY1217  Z           -   3,436,872.700 (meters)                     COMP
 CY1217  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 CY1217  ELLIP HEIGHT-        1039.777 (meters)          (01/22/07) ADJUSTED
 CY1217  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CY1217  HORZ ORDER  -  B
 CY1217  ELLP ORDER  -  FOURTH    CLASS I
 CY1217
 CY1217.The horizontal coordinates were established by GPS observations
 CY1217.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY1217
 CY1217.The orthometric height was determined by GPS observations and a
 CY1217.high-resolution geoid model.
 CY1217.The orthometric height was determined by GPS observations and a
 CY1217.high-resolution geoid model using precise GPS observation and
 CY1217.processing techniques.
 CY1217
 CY1217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1217
 CY1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1217
 CY1217.The ellipsoidal height was determined by GPS observations
 CY1217.and is referenced to NAD 83.
 CY1217
 CY1217.The geoid height was determined by GEOID03.
 CY1217
 CY1217;                    North         East     Units Scale Factor Converg.
 CY1217;SPC AZ E     -   200,918.404   274,158.472   MT  0.99994556   +0 21 06.5
 CY1217;SPC AZ E     -   659,181.12    899,470.05   iFT  0.99994556   +0 21 06.5
 CY1217;UTM  12      - 3,631,246.646   638,798.695   MT  0.99983755   +0 48 12.5
 CY1217
 CY1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1217!SPC AZ E     -   0.99983678  x   0.99994556  =   0.99978235
 CY1217!UTM  12      -   0.99983678  x   0.99983755  =   0.99967435
 CY1217
 CY1217:                Primary Azimuth Mark                     Grid Az
 CY1217:SPC AZ E     -  U 40                                     066 51 34.1
 CY1217:UTM  12      -  U 40                                     066 24 28.1
 CY1217
 CY1217|---------------------------------------------------------------------|
 CY1217| PID    Reference Object                     Distance      Geod. Az  |
 CY1217|                                                           dddmmss.s |
 CY1217| CC8271 U 40                                               0671240.6 |
 CY1217| CY0259 U 40                                               0672422.3 |
 CY1217| CC8272 SOL RM 1                             10.927 METERS 13831     |
 CY1217| CC5907 HIGHWAY 666 STA 123+55                             1653848.6 |
 CY1217| CC8273 SOL RM 2                             17.911 METERS 23019     |
 CY1217| CY1222 WEBBER PEAK TARGET                  APPROX.18.4 KM 3253301.6 |
 CY1217|---------------------------------------------------------------------|
 CY1217
 CY1217                          SUPERSEDED SURVEY CONTROL
 CY1217
 CY1217  NAD 83(1992)-  32 48 37.61040(N)    109 31 02.69436(W) AD(       ) 1
 CY1217  NAD 83(1986)-  32 48 37.60475(N)    109 31 02.69138(W) AD(       ) 1
 CY1217  NAD 27      -  32 48 37.36800(N)    109 31 00.42000(W) AD(       ) 1
 CY1217  NGVD 29 (07/19/86) 1065.7    (m)         3496.     (f) VERT ANG    3  
 CY1217
 CY1217.Superseded values are not recommended for survey control.
 CY1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1217.See file dsdata.txt to determine how the superseded data were derived.
 CY1217
 CY1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3879931247(NAD 83)
 CY1217_MARKER: DS = TRIANGULATION STATION DISK
 CY1217_SETTING: 66 = SET IN ROCK OUTCROP
 CY1217_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1217_STAMPING: SOL 1945
 CY1217_MARK LOGO: CGS   
 CY1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1217+STABILITY: POSITION/ELEVATION WELL
 CY1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1217+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2006
 CY1217
 CY1217  HISTORY     - Date     Condition        Report By
 CY1217  HISTORY     - 1945     MONUMENTED       CGS
 CY1217  HISTORY     - 1955     GOOD             CGS
 CY1217  HISTORY     - 1967     GOOD             AMS
 CY1217  HISTORY     - 1976     GOOD             NGS
 CY1217  HISTORY     - 1983     GOOD             AZDT
 CY1217  HISTORY     - 1985     GOOD             AZDT
 CY1217  HISTORY     - 20060608 GOOD             GEOANA
 CY1217  HISTORY     - 20060608 GOOD             GEOANA
 CY1217  HISTORY     - 20061117 GOOD             INDIV
 CY1217
 CY1217                          STATION DESCRIPTION
 CY1217
 CY1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1217'STATION IS 6-1/2 MILES (AIR LINE) E OF SOLOMONSVILLE, ABOUT
 CY1217'3/4 MILE S OF U.S. HIGHWAY 666, AND ABOUT 2 MILES N OF U.S.
 CY1217'HIGHWAY 70.  IT IS AT THE SE END OF A LOW HILL WHICH IS
 CY1217'AT THE SE END OF A LOW GROUP OF HILLS ABOUT 5 MILES E OF THE
 CY1217'JUNCTION OF U.S. HIGHWAYS 666 AND 70.
 CY1217'
 CY1217'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 666 AND
 CY1217'70 ABOUT 2 MILES E OF SOLOMONSVILLE, GO E ON U.S. HIGHWAY
 CY1217'666 FOR 4.5 MILES TO A CATTLE GUARD.  CONTINUE 0.1 MILE TO A
 CY1217'DIM ROAD TO THE RIGHT.  FROM THIS POINT THE AZIMUTH MARK
 CY1217'IS 2.1 MILES ALONG THE HIGHWAY OPPOSITE THE END OF THE PAVEMENT
 CY1217'TO THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO 0.3 MILE
 CY1217'TO A CORRAL ON THE LEFT.  FROM HERE DRIVE S CROSS COUNTRY
 CY1217'FOR 0.9 MILE TOWARD THE E END OF THE RIDGE TO THE END OF
 CY1217'TRUCK TRAVEL ABOUT HALFWAY UP THE HILL.  FROM HERE PACK S
 CY1217'TO THE TOP AND THE STATION.
 CY1217'
 CY1217'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 CY1217'WITH THE SURROUNDING SURFACE AND IS STAMPED SOL 1945.  IT IS
 CY1217'15 FEET S OF THE WITNESS POST.
 CY1217'
 CY1217'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1217'FLUSH WITH THE SURROUNDING SURFACE AND IS ABOUT 10 INCHES
 CY1217'BELOW THE STATION.  THE MARK IS SE OF THE STATION AND THE DISK
 CY1217'IS STAMPED SOL NO 1 1945.
 CY1217'
 CY1217'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CY1217'FLUSH WITH THE SURROUNDING SURFACE AND IS ABOUT 9 INCHES
 CY1217'BELOW THE STATION.  THE MARK IS SW OF THE STATION AND THE
 CY1217'DISK IS STAMPED SOL NO 2 1945.
 CY1217'
 CY1217'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 CY1217'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND AND IS
 CY1217'STAMPED U 40 1934.  IT IS NEARLY IN THE LINE OF TELEPHONE
 CY1217'POLES.  IT IS 11-1/2 FEET SE OF THE WITNESS POST, 131 FEET
 CY1217'S OF THE CENTER OF THE CLIFTON ROAD, AND 86 FEET S OF THE
 CY1217'FENCE LINE.
 CY1217'
 CY1217'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1217
 CY1217                          STATION RECOVERY (1955)
 CY1217
 CY1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY1217'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CY1217
 CY1217                          STATION RECOVERY (1967)
 CY1217
 CY1217'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CY1217'STATION IS LOCATED ABOUT 11.4 AIRMILES (E) OF SAFFORD AND
 CY1217'4.2 AIRMILES (E) OF SAN JOSE, ARIZONA.
 CY1217'
 CY1217'TO REACH FROM SAFFORD GO (E) ON U.S. 70 TO JCT OF U.S. 70
 CY1217'AND 666 (N) ON U.S. 666 FOR 2.4 MILES TO A GATE ON THE LEFT
 CY1217'SIDE OF ROAD, GO THROUGH GATE TO TELEPHONE POLES TURN LEFT
 CY1217'AND FOLLOW TELEPHONE POLES FOR 0.3 MILE, MAKE A RIGHT AND GO
 CY1217'UP HILL TO HIGHEST POINT AND STATION.  THE STATION IS 6.1
 CY1217'FT FROM A WITNESS POST AND STAMPED SOL 1945.
 CY1217'
 CY1217'REFERENCE MARK STAMPED SOL NO 1 1945 IS (SE) ON A MAG AZ OF
 CY1217'126 DEG AT A DISTANCE OF 35.925 FT AND A DE OF -0.55 FEET.
 CY1217'
 CY1217'REFERENCE MARK 2 STAMPED SOL NO 2 1945 IS (SW) ON A MAG
 CY1217'AZ OF 218 DEG AT A DISTANCE OF 59.480 FT AND A DE OF -9.35 FEET.
 CY1217'
 CY1217'AZIMUTH MARK IS A USC AND GS BRONZE BM DISK SET IN A CONCRETE
 CY1217'POST AND IS STAMPED U 40 1934.  BENCH MARK IS 5.5 MILES (N)
 CY1217'ON U.S. 666 FROM JCT. OF U.S. 70 AND U.S. 666 AND 0.4 MILE
 CY1217'ON OLD HIGHWAY FROM TURN OFF ON U.S. 666.  THE BENCH MARK
 CY1217'IS UNDER TELEPHONE LINES AND 92.848 FT FROM CENTERLINE OF OLD
 CY1217'HIGHWAY.  CONDITION OF ALL MARK IS EXCELLENT.  VIEW IS GOOD IN
 CY1217'ALL DIRECTIONS.
 CY1217
 CY1217                          STATION RECOVERY (1976)
 CY1217
 CY1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 CY1217'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CY1217'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS VERY
 CY1217'DIFFICULT TO USE DUE TO ROAD ALIGNMENT AND 123+55 AHD WAS
 CY1217'ESTABLISHED TO SERVE FOR AN AZIMUTH MARK.  THE MARK IS 2.2 MILES
 CY1217'EAST OF THE JUNCTION OF U.S. HWYS. 666 AND 70 IN THE NORTH HEADWALL
 CY1217'OF A BRIDGE AT MILE POST 133.
 CY1217'
 CY1217'THE PUBLISHED ROUTE TO THE STATION WAS FOUND ADEQUATE.
 CY1217'
 CY1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES EAST
 CY1217'OF SOLOMON.
 CY1217'
 CY1217'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CY1217
 CY1217                          STATION RECOVERY (1983)
 CY1217
 CY1217'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1217'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CY1217'AS DESCRIBED AND IN GOOD CONDITION.  THE REFERENCE MARKS CHECK THE
 CY1217'PUBLISHED DATA CLOSELY BUT THE AZIMUTH MARK MISSES THE OLD ANGLE BY
 CY1217'ABOUT 3 MINUTES.  REOBSERVATIONS ON ANOTHER DATE CHECKS THIS DATA.
 CY1217'
 CY1217'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1217'U.S. HIGHWAY 70 FOR 10.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 666.
 CY1217'TURN LEFT ALONG U.S. 666 FOR 2.3 MILES TO A TRACK ROAD LEFT.  TURN
 CY1217'LEFT PASSING THROUGH A GATE AND FOLLOW PHONE LINE ROAD FOR 0.3 MILE TO
 CY1217'THE NOSE OF A LOW RIDGE, BEAR RIGHT UP RIDGE FOR 0.25 MILE TO STATION.
 CY1217'
 CY1217'TO REACH THE AZIMUTH MARK FROM THE GATE TRAVEL NORTHEAST ALONG U.S.666
 CY1217'FOR 2.75 MILE TO TRACK ROAD ON THE LEFT.  TURN LEFT PASSING THROUGH A
 CY1217'GATE AND TRAVEL 0.3 MILE TO A WASHOUT IN THE OLD HIGHWAY AND THE MARK
 CY1217'ON THE LEFT.
 CY1217
 CY1217                          STATION RECOVERY (1985)
 CY1217
 CY1217'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1217'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CY1217'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE ROUTE TO THE STATION IS
 CY1217'ADEQUATE.
 CY1217
 CY1217                          STATION RECOVERY (2006)
 CY1217
 CY1217'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (JN)
 CY1217'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY1217'NOW HIGHWAY 191.
 CY1217
 CY1217                          STATION RECOVERY (2006)
 CY1217
 CY1217'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (JN)
 CY1217'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY1217'NOW HIGHWAY 191.
 CY1217
 CY1217                          STATION RECOVERY (2006)
 CY1217
 CY1217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJN)
 CY1217'ROUTE TO MONUMENT FOUND ADEQUATE WITH MINOR CHANGE.  U.S. HWY 666 IS
 CY1217'NOW U.S. HWY 191. MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5782 ***********************************************************************
 DH5782  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5782  DESIGNATION -  SOLES
 DH5782  PID         -  DH5782
 DH5782  STATE/COUNTY-  AZ/COCHISE
 DH5782  USGS QUAD   -  SULPHUR HILLS (1986)
 DH5782
 DH5782                         *CURRENT SURVEY CONTROL
 DH5782  ___________________________________________________________________
 DH5782* NAD 83(2007)-  31 59 33.65177(N)    109 44 43.73897(W)     ADJUSTED  
 DH5782* NAVD 88     -      1294.44   (meters)    4246.8    (feet)  GPS OBS   
 DH5782  ___________________________________________________________________
 DH5782  EPOCH DATE  -        2007.00
 DH5782  X           -  -1,829,607.456 (meters)                     COMP
 DH5782  Y           -  -5,097,142.292 (meters)                     COMP
 DH5782  Z           -   3,360,414.564 (meters)                     COMP
 DH5782  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 DH5782  ELLIP HEIGHT-        1267.268 (meters)          (02/10/07) ADJUSTED
 DH5782  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DH5782
 DH5782  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5782  Type    PID    Designation                      North   East  Ellip
 DH5782  -------------------------------------------------------------------
 DH5782  NETWORK DH5782 SOLES                             0.80   0.63   2.33
 DH5782  -------------------------------------------------------------------
 DH5782
 DH5782.The horizontal coordinates were established by GPS observations
 DH5782.and adjusted by the National Geodetic Survey in February 2007.
 DH5782
 DH5782.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5782.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5782.The horizontal coordinates are valid at the epoch date displayed above.
 DH5782.The epoch date for horizontal control is a decimal equivalence
 DH5782.of Year/Month/Day.
 DH5782
 DH5782.The orthometric height was determined by GPS observations and a
 DH5782.high-resolution geoid model.
 DH5782.The orthometric height was determined by GPS observations and a
 DH5782.high-resolution geoid model using precise GPS observation and
 DH5782.processing techniques.
 DH5782
 DH5782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5782
 DH5782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5782
 DH5782.The ellipsoidal height was determined by GPS observations
 DH5782.and is referenced to NAD 83.
 DH5782
 DH5782.The geoid height was determined by GEOID03.
 DH5782
 DH5782;                    North         East     Units Scale Factor Converg.
 DH5782;SPC AZ E     -   110,133.031   253,158.303   MT  0.99991953   +0 13 23.3
 DH5782;SPC AZ E     -   361,328.84    830,571.86   iFT  0.99991953   +0 13 23.3
 DH5782;UTM  12      - 3,540,311.892   618,509.429   MT  0.99977320   +0 39 53.0
 DH5782
 DH5782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5782!SPC AZ E     -   0.99980106  x   0.99991953  =   0.99972060
 DH5782!UTM  12      -   0.99980106  x   0.99977320  =   0.99957430
 DH5782
 DH5782                          SUPERSEDED SURVEY CONTROL
 DH5782
 DH5782  NAD 83(1992)-  31 59 33.65142(N)    109 44 43.73804(W) AD(       ) B
 DH5782  ELLIP H (08/22/05) 1267.285  (m)                       GP(       ) 4 2
 DH5782
 DH5782.Superseded values are not recommended for survey control.
 DH5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5782.See file dsdata.txt to determine how the superseded data were derived.
 DH5782
 DH5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1850940312(NAD 83)
 DH5782_MARKER: DD = SURVEY DISK
 DH5782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5782_STAMPING: SOLES 2004
 DH5782_MARK LOGO: AZ-003
 DH5782_PROJECTION: FLUSH
 DH5782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5782+STABILITY: SURFACE MOTION
 DH5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5782+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DH5782
 DH5782  HISTORY     - Date     Condition        Report By
 DH5782  HISTORY     - 20041104 MONUMENTED       AZ-003
 DH5782
 DH5782                          STATION DESCRIPTION
 DH5782
 DH5782'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5782'FROM THE RAILROAD TRACKS AT RAILROAD AV. AND HIGHWAY 186 IN WILLCOX,
 DH5782'AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY 186 FOR 5.92 MILES TO KANSAS
 DH5782'SETTELMENT RD. HEAD SOUTH ON KANSAS SETTELMENT RD. FOR APROX. 14.0
 DH5782'MILES TO PARKER RANCH RD. TURN LEFT AND GO EAST FOR APPROXIMATELY 1.0
 DH5782'MILES TO THE STATION. THE STATION IS LOCATED 10 FEET NORTH OF THE
 DH5782'NORTH R.O.W. FENCE ALONG PARKER RANCH RD, ACROSS FROM AN OLD,
 DH5782'ABANDONED PURPLE HOUSE.
 DH5782' 
 DH5782'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5782'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5782'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1256 ***********************************************************************
 CY1256  DESIGNATION -  SOLOMON
 CY1256  PID         -  CY1256
 CY1256  STATE/COUNTY-  AZ/GRAHAM
 CY1256  USGS QUAD   -  SAFFORD (1985)
 CY1256
 CY1256                         *CURRENT SURVEY CONTROL
 CY1256  ___________________________________________________________________
 CY1256* NAD 83(1992)-  32 51 05.14518(N)    109 40 06.99253(W)     ADJUSTED  
 CY1256* NAVD 88     -       951.4    (meters)    3121.     (feet)  VERTCON   
 CY1256  ___________________________________________________________________
 CY1256  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CY1256  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY1256  HORZ ORDER  -  SECOND
 CY1256
 CY1256.The horizontal coordinates were established by classical geodetic methods
 CY1256.and adjusted by the National Geodetic Survey in August 1993.
 CY1256
 CY1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1256
 CY1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1256
 CY1256.The geoid height was determined by GEOID03.
 CY1256
 CY1256;                    North         East     Units Scale Factor Converg.
 CY1256;SPC AZ E     -   205,386.140   259,978.521   MT  0.99992679   +0 16 12.7
 CY1256;SPC AZ E     -   673,839.04    852,947.90   iFT  0.99992679   +0 16 12.7
 CY1256;UTM  12      - 3,635,601.874   624,585.677   MT  0.99979139   +0 43 20.4
 CY1256
 CY1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1256!SPC AZ E     -   0.99985485  x   0.99992679  =   0.99978166
 CY1256!UTM  12      -   0.99985485  x   0.99979139  =   0.99964627
 CY1256
 CY1256|---------------------------------------------------------------------|
 CY1256| PID    Reference Object                     Distance      Geod. Az  |
 CY1256|                                                           dddmmss.s |
 CY1256| CS6066 SOLOMON RM 1                         12.070 METERS 08947     |
 CY1256| CS6067 SOLOMON RM 2                         12.252 METERS 26949     |
 CY1256|---------------------------------------------------------------------|
 CY1256
 CY1256                          SUPERSEDED SURVEY CONTROL
 CY1256
 CY1256  NAD 83(1986)-  32 51 05.13760(N)    109 40 06.99026(W) AD(       ) 2
 CY1256  NGVD 29 (06/21/91)  950.8    (m)         3119.     (f) VERT ANG    3  
 CY1256
 CY1256.Superseded values are not recommended for survey control.
 CY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1256.See file dsdata.txt to determine how the superseded data were derived.
 CY1256
 CY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2458635602(NAD 83)
 CY1256_MARKER: DS = TRIANGULATION STATION DISK
 CY1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1256+STABILITY: SURFACE MOTION
 CY1256
 CY1256  HISTORY     - Date     Condition        Report By
 CY1256  HISTORY     - 1934     MONUMENTED       USSES
 CY1256  HISTORY     - 1984     GOOD             AZDT
 CY1256
 CY1256                          STATION DESCRIPTION
 CY1256
 CY1256'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 CY1256'THE STATION IS 3-1/2 MILES NORTHEAST OF SAFFORD AND 4 MILES NORTHWEST
 CY1256'OF SOLOMON.
 CY1256'
 CY1256'THE STATION MARK IS A USSES DISK STAMPED---SOLOMON 1934---.  IT IS SET
 CY1256'IN TOP OF A 9X11 INCH CONCRETE MONUMENT.  IT IS 75 FEET SOUTH OF A
 CY1256'BLADED ROAD AND 3 FEET NORTH OF AN AZDT WITNESS POST AND SIGN.
 CY1256'
 CY1256'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SOLOMON RM 1 1934 1984---.
 CY1256'IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1256'
 CY1256'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SOLOMON RM 2 1934 1984---.
 CY1256'IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1256'
 CY1256'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL WEST ALONG
 CY1256'U.S. HIGHWAY 70 FOR 0.2 MILE TO A TRAFFIC LIGHT AT EIGHTH AVENUE.
 CY1256'TURN RIGHT AND TRAVEL NORTH FOR 1.55 MILES TO A FORK.  TAKE THE RIGHT
 CY1256'FORK EAST ALONG THE AIRPORT ROAD FOR 3.2 MILES TO A CROSS ROAD.  TURN
 CY1256'RIGHT AND TRAVEL SOUTH ON BLADED ROAD FOR 0.3 MILE TO A TRACK ROAD ON
 CY1256'THE RIGHT.  TURN RIGHT CROSSING A CATTLE GUARD AND TRAVEL WEST ALONG
 CY1256'THE SOUTH SIDE OF A FENCE FOR 0.1 MILE TO AN OLD BLADED ROAD ON THE
 CY1256'LEFT.  TURN LEFT AND TRAVEL SOUTHWEST FOR 0.15 MILES TO THE STATION ON
 CY1256'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1220 ***********************************************************************
 CY1220  DESIGNATION -  SOLOMONSVILLE SCHOOLHOUSE CHIM
 CY1220  PID         -  CY1220
 CY1220  STATE/COUNTY-  AZ/GRAHAM
 CY1220  USGS QUAD   -  SAFFORD (1985)
 CY1220
 CY1220                         *CURRENT SURVEY CONTROL
 CY1220  ___________________________________________________________________
 CY1220* NAD 83(1992)-  32 48 48.89509(N)    109 37 57.53739(W)     ADJUSTED  
 CY1220* NAVD 88     -              **(meters)            **(feet)            
 CY1220  ___________________________________________________________________
 CY1220  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CY1220  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY1220  HORZ ORDER  -  THIRD
 CY1220
 CY1220.The horizontal coordinates were established by classical geodetic methods
 CY1220.and adjusted by the National Geodetic Survey in August 1993.
 CY1220
 CY1220
 CY1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1220
 CY1220.The geoid height was determined by GEOID03.
 CY1220
 CY1220;                    North         East     Units Scale Factor Converg.
 CY1220;SPC AZ E     -   201,205.614   263,365.627   MT  0.99993082   +0 17 21.8
 CY1220;SPC AZ E     -   660,123.41    864,060.46   iFT  0.99993082   +0 17 21.8
 CY1220;UTM  12      - 3,631,448.741   628,005.199   MT  0.99980204   +0 44 27.9
 CY1220
 CY1220                          SUPERSEDED SURVEY CONTROL
 CY1220
 CY1220  NAD 83(1986)-  32 48 48.88622(N)    109 37 57.53442(W) AD(       ) 4
 CY1220  NAD 27      -  32 48 48.65000(N)    109 37 55.24000(W) AD(       ) 3
 CY1220
 CY1220.Superseded values are not recommended for survey control.
 CY1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1220.See file dsdata.txt to determine how the superseded data were derived.
 CY1220
 CY1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2800531449(NAD 83)
 CY1220_MARKER: 85 = CHIMNEY
 CY1220
 CY1220  HISTORY     - Date     Condition        Report By
 CY1220  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1220  HISTORY     - 1955     GOOD             CGS
 CY1220
 CY1220                          STATION DESCRIPTION
 CY1220
 CY1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY1220'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION AS FOLLOWS--
 CY1220'
 CY1220'LOCATED ON SOLOMON SCHOOLHOUSE, IN THE EXTREME SW CORNER
 CY1220'OF THE VILLAGE OF SOLOMON.  THE STREETS IN SOLOMON ARE NOT
 CY1220'NAMED, ACCORDING TO THE LOCAL POSTMASTER.  THE NAME OF THE
 CY1220'VILLAGE HAS BEEN CHANGED TO SOLOMON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2018 ***********************************************************************
 DU2018  DESIGNATION -  SOMBRERO
 DU2018  PID         -  DU2018
 DU2018  STATE/COUNTY-  AZ/GILA
 DU2018  USGS QUAD   -  SOMBRERO PEAK (1986)
 DU2018
 DU2018                         *CURRENT SURVEY CONTROL
 DU2018  ___________________________________________________________________
 DU2018* NAD 83(1992)-  33 50 48.37375(N)    110 46 59.00631(W)     ADJUSTED  
 DU2018* NAVD 88     -      1961.7    (meters)    6436.     (feet)  VERTCON   
 DU2018  ___________________________________________________________________
 DU2018  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 DU2018  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DU2018  HORZ ORDER  -  FIRST
 DU2018
 DU2018.The horizontal coordinates were established by classical geodetic methods
 DU2018.and adjusted by the National Geodetic Survey in August 1993.
 DU2018
 DU2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2018
 DU2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2018
 DU2018.The geoid height was determined by GEOID03.
 DU2018
 DU2018;                    North         East     Units Scale Factor Converg.
 DU2018;SPC AZ E     -   315,830.078   156,318.122   MT  0.99994010   -0 20 36.0
 DU2018;SPC AZ E     - 1,036,187.92    512,854.73   iFT  0.99994010   -0 20 36.0
 DU2018;UTM  12      - 3,745,187.568   520,070.106   MT  0.99960497   +0 07 15.0
 DU2018
 DU2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2018!SPC AZ E     -   0.99969622  x   0.99994010  =   0.99963633
 DU2018!UTM  12      -   0.99969622  x   0.99960497  =   0.99930131
 DU2018
 DU2018|---------------------------------------------------------------------|
 DU2018| PID    Reference Object                     Distance      Geod. Az  |
 DU2018|                                                           dddmmss.s |
 DU2018| CD3665 SOMBRERO RM 1                         6.386 METERS 02711     |
 DU2018| CD3667 SOMBRERO RM 3                         5.538 METERS 27033     |
 DU2018| CD3664 SOMBRERO AZ MK                                     3200201.6 |
 DU2018| DU2017 BRUSH                               APPROX.10.2 KM 3333259.7 |
 DU2018|---------------------------------------------------------------------|
 DU2018
 DU2018                          SUPERSEDED SURVEY CONTROL
 DU2018
 DU2018  NAD 83(1986)-  33 50 48.36881(N)    110 46 59.00900(W) AD(       ) 1
 DU2018  NAD 27      -  33 50 48.18800(N)    110 46 56.59730(W) AD(       ) 1
 DU2018  NGVD 29 (07/19/86) 1961.0    (m)         6434.     (f) VERT ANG    3  
 DU2018
 DU2018.Superseded values are not recommended for survey control.
 DU2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2018.See file dsdata.txt to determine how the superseded data were derived.
 DU2018
 DU2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2007045188(NAD 83)
 DU2018_MARKER: DD = SURVEY DISK
 DU2018_SETTING: 80 = SET IN A BOULDER
 DU2018_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2018
 DU2018  HISTORY     - Date     Condition        Report By
 DU2018  HISTORY     - 1934     MONUMENTED       USFS
 DU2018  HISTORY     - 1938     GOOD             CGS
 DU2018  HISTORY     - 1947     GOOD             USGS
 DU2018  HISTORY     - 1958     GOOD             CGS
 DU2018  HISTORY     - 1972     GOOD             AZHD
 DU2018
 DU2018                          STATION DESCRIPTION
 DU2018
 DU2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2018'STATION IS ON HIGHEST POINT OF SOMBRERO BUTTE, 20 MILES AIRLINE
 DU2018'SE OF YOUNG AND ABOUT 6 MILES AIRLINE S OF ROCK HOUSE.  STATION
 DU2018'MARK IS A STANDARD U.S. DEPT. OF AGRICULTURE FOREST SERVICE
 DU2018'DISK, SET IN A BURRIED BOULDER FLUSH WITH GROUND.  THERE IS
 DU2018'SUPPOSED TO BE AN UNDERGROUND MARK WHICH IS A CROSS ON A ROCK
 DU2018'2 FEET BELOW SURFACE.
 DU2018'
 DU2018'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 DU2018'BOULDERS.
 DU2018'
 DU2018'STATION IS REACHED FROM YOUNG POST OFFICE BY GOING N ON HEBER
 DU2018'ROAD 10.8 MILES TO A CATTLE GUARD AND FORK.  THIS POINT IS
 DU2018'37.6 MILES S OF HEBER.  HERE TAKE R FORK AND FOLLOW MAIN-TRAVELED
 DU2018'ROAD 5.8 MILES TO A BOARD GATE.  SHELL IS ON BUTTE 1/2 MILE E.
 DU2018'PASS THROUGH GATE AND GO 2.7 MILES TO Q RANCH.  INQUIRE HERE
 DU2018'ABOUT HORSES TO PACK INTO STATION AS THERE MAY NOT BE ANYONE
 DU2018'AT ROCK HOUSE.  R.V. WILSON IS OWNER OF Q RANCH AND WILL BE
 DU2018'GLAD TO COOPERATE.  IT WOULD BE WISE TO HAVE A GUIDE GO ALONG
 DU2018'WITH PARTY.  FROM Q RANCH GO W 0.3 MILE TO FORK.  TAKE L FORK
 DU2018'AND FOLLOW MAIN-TRAVELED ROAD 11.0 MILES TO ROCK HOUSE.  A
 DU2018'TRUCK WITH COMPOUND GEAR WAS DRIVEN 4.8 MILES FARTHER S OF ROCK
 DU2018'HOUSE.  FROM ROCK HOUSE, GO THROUGH BOARD GATE 50 YARDS S OF
 DU2018'ROCK HOUSE AND FOLLOW TRAIL ROAD S ACROSS MEADOW TO
 DU2018'GATE.  PASS THROUGH GATE AND CONTINUE SOUTHERLY ON TRAIL
 DU2018'ROAD 4.4 MILES TO A POINT WHERE ROAD CROSSES A WASH AND TRAIL
 DU2018'FORKS OFF TO L AND UP WASH.  FROM HERE TAKE TRAIL UP WASH TO
 DU2018'LONE PINE TREE SADDLE.  THEN L UP RIDGE TO ANOTHER SADDLE.  HERE
 DU2018'STATION IS VISIBLE AT 124 DEG MAGNETIC.  AZIMUTH MARK IS SET
 DU2018'IN A BOULDER 100 FEET W OF TRAIL, ON S SLOPE OF SADDLE, 30 FEET
 DU2018'NW OF ONE JUNIPER TREE, 20 FEET SE OF ANOTHER, AND 60 FEET NE
 DU2018'OF ANOTHER.  FROM HERE FOLLOW DIM TRAIL SE ALONG S SIDE OF
 DU2018'RIDGE TO SADDLE, THEN SWITCH TO OTHER SIDE OF SADDLE AND FOLLOW
 DU2018'DIM TRAIL SE ON N SIDE OF RIDGE AND OUT ONTO A FLAT.  AN E-W
 DU2018'FENCE IS ON S SIDE OF THIS FLAT, AND ENDS AT A POST CORRAL
 DU2018'ABOUT 1/2 MILE N OF BASE OF BUTTE.  GO THRU CORRAL, THEN S
 DU2018'AND SE ON TRAIL ON E SIDE OF INDIAN RESERVATION FENCE ABOUT
 DU2018'1.0 MILE TO A WIRE GATE IN AN E-W FENCE, ON E SIDE OF BUTTE.
 DU2018'HORSES CAN BE TAKEN A SHORT DISTANCE UP STEEP SLOPE ON R ALONG
 DU2018'FENCE.  TIME CAN BE SAVED BY PACKING FROM WIRE GATE W ALONG
 DU2018'FENCE TO TOP OF BUTTE AND STATION ON W END AND HIGHEST
 DU2018'POINT.
 DU2018
 DU2018                          STATION RECOVERY (1947)
 DU2018
 DU2018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DU2018'RECOVERED AS DESCRIBED BY USFS AND CGS.
 DU2018'
 DU2018'STATION MARK--USFS DISK STAMPED---SOMBRERO 1934---, IN ROCK
 DU2018'IDENTICAL WITH USISFS BOUNDARY MARKER TO APACHE INDIAN
 DU2018'RESERVATION.
 DU2018
 DU2018                          STATION RECOVERY (1958)
 DU2018
 DU2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 DU2018'THE STATION MARK, REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 DU2018'IN GOOD CONDITION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 DU2018'WERE NOT LOCATED.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED
 DU2018'BY THIS PARTY AND STATION BRUSH 1938 WILL SERVE AS THE AZIMUTH
 DU2018'MARK.  A NEW DESCRIPTION FOLLOWS.
 DU2018'
 DU2018'THE STATION IS LOCATED ON THE HIGHEST POINT OF SOMBRERO BUTTE,
 DU2018'ABOUT 20 MILES SOUTHEAST OF YOUNG AND ABOUT 6 MILES SOUTH OF THE
 DU2018'ROCK HOUSE RANCH.  THE MARK IS A U.S. DEPARTMENT OF AGRICULTURE
 DU2018'FOREST SERVICE DISK CEMENTED IN A DRILL HOLE IN A BURRIED BOULDER.
 DU2018'THERE IS SUPPOSED TO BE AN UNDERGROUND MARK WHICH IS A CROSS ON
 DU2018'A ROCK 2 FEET BELOW THE SURFACE OF THE GROUND.  THE MARK IS SET
 DU2018'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED SOMBRERO
 DU2018'1934.
 DU2018'
 DU2018'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 DU2018'IN OUTCROPPING BEDROCK, SET FLUSH WITH THE SURROUNDING SURFACE
 DU2018'AND IS STAMPED SOMBRERO FS NO 1 1938.
 DU2018'
 DU2018'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 DU2018'IN OUTCROPPING BEDROCK, SET FLUSH WITH THE SURROUNDING SURFACE
 DU2018'AND IS STAMPED SOMBRERO USFS NO 3 1938.
 DU2018'
 DU2018'TO REACH THE STATION FROM THE POST OFFICE IN YOUNG, GO NORTHEAST
 DU2018'ON THE YOUNG-HEBER ROAD FOR 10.1 MILE TO A SIDE ROAD ON THE RIGHT
 DU2018'AND SIGNS 19 ROCK HOUSE, 17 PIERCE MINE, Q RANCH 8, TURN RIGHT
 DU2018'AS PER SIGNS AND GO SOUTH FOR 3.3 MILES TO A SIGN NAIL RANCH
 DU2018'AND A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 0.6 MILE
 DU2018'TO THE GENTRY RANCH HOUSE ON THE LEFT, CONTINUE SOUTH FOR 1.1
 DU2018'MILES TO A CATTLE GUARD AND SIGN FLYING V ALLOTMENT, GENTRY
 DU2018'ALLOTMENT, CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.8 MILES
 DU2018'TO THE Q RANCH HOUSE ON THE LEFT, CONTINUE SOUTH FOR 1.0
 DU2018'MILES TO A WIRE GATE, PASS THROUGH THE GATE AND GO SOUTH FOR
 DU2018'1.1 MILES TO A FORK AND SIGN ROCK HOUSE 7, TURN LEFT AS PER
 DU2018'SIGN AND GO SOUTH FOR 1.1 MILES TO A CATTLE GUARD, CONTINUE
 DU2018'SOUTH FOR 1.4 MILES TO A POLE CORRAL ON THE RIGHT AT A FORK,
 DU2018'TAKE THE LEFT FORK AND CONTINUE SOUTH FOR 2.4 MILES TO A
 DU2018'GROUP OF HOUSES AND A MINE ACROSS THE DRAW, CONTINUE
 DU2018'SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 DU2018'SOUTH FOR 1.5 MILES TO A FORK, TAKE THE RIGHT FORK AND GO
 DU2018'SOUTH FOR 0.3 MILE TO A CATTLE GUARD, CONTINUE SOUTH FOR
 DU2018'0.3 MILE TO THE ROCK HOUSE RANCH ON THE LEFT.  FROM HERE HORSES
 DU2018'WERE TAKEN SOUTH FOR ABOUT 5.0 MILES FOLLOWING A TRACK ROAD
 DU2018'AND TRAIL TO A LONE PINE TREE SADDLE, THE PINE TREE IS NOW
 DU2018'DEAD, FROM HERE TURN LEFT AND FOLLOW TRAIL SOUTHEAST UP THE
 DU2018'RIDGE, THEN FOLLOW DIM TRAIL TOWARDS THE STATION PEAK,
 DU2018'PASSING THROUGH THE FORT APACHE RESERVATION FENCE AT THE GATE,
 DU2018'FROM HERE GO SOUTHEAST TOWARDS THE EAST END OF THE PEAK TAKING
 DU2018'HORSES UP STEEP SLOPE AS FAR AS POSSIBLE, FROM HERE PACK
 DU2018'WESTERLY UP STEEP SLOPE TO THE WEST END OF THE HILL AND THE
 DU2018'STATION AS DESCRIBED.
 DU2018'
 DU2018'HORSES WERE RENTED AT THE ROCK HOUSE RANCH, MR. BILL CLARK IS
 DU2018'FOREMAN AT THIS TIME.
 DU2018'
 DU2018'THIS STATION IS A 3-1/2 HOUR HORSE PACK AND A 45 MINUTE BACK PACK.
 DU2018
 DU2018                          STATION RECOVERY (1972)
 DU2018
 DU2018'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DU2018'GENERAL LOCATION--WINKELMAN TO WINSLOW (APPROX. 20 AIRLINE
 DU2018'MILES S.E. OF YOUNG)
 DU2018'
 DU2018'TO REACH--AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DU2018'
 DU2018'STATION MARK--U.S. DEPT. AGR. B.C. NO DATE
 DU2018'
 DU2018'REFERENCE MARKS--R.M.S STAMPED USC AND GS SOMBREO U.S.F.S.
 DU2018'1938
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0905 ***********************************************************************
 CG0905  DESIGNATION -  SOME
 CG0905  PID         -  CG0905
 CG0905  STATE/COUNTY-  AZ/COCHISE
 CG0905  USGS QUAD   -  SAINT DAVID (1973)
 CG0905
 CG0905                         *CURRENT SURVEY CONTROL
 CG0905  ___________________________________________________________________
 CG0905* NAD 83(1992)-  31 58 49.66670(N)    110 11 22.90294(W)     ADJUSTED  
 CG0905* NAVD 88     -      1244.58   (+/-2cm)    4083.3    (feet)  VERTCON   
 CG0905  ___________________________________________________________________
 CG0905  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 CG0905  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CG0905  HORZ ORDER  -  SECOND
 CG0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0905
 CG0905.The horizontal coordinates were established by classical geodetic methods
 CG0905.and adjusted by the National Geodetic Survey in August 1993.
 CG0905
 CG0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0905.The vertical order pertains to the NGVD 29 superseded value.
 CG0905
 CG0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0905
 CG0905.The geoid height was determined by GEOID03.
 CG0905
 CG0905;                    North         East     Units Scale Factor Converg.
 CG0905;SPC AZ E     -   108,701.076   211,183.712   MT  0.99990006   -0 00 43.9
 CG0905;SPC AZ E     -   356,630.83    692,859.95   iFT  0.99990006   -0 00 43.9
 CG0905;UTM  12      - 3,538,556.885   576,554.967   MT  0.99967228   +0 25 45.1
 CG0905
 CG0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0905!SPC AZ E     -   0.99980896  x   0.99990006  =   0.99970904
 CG0905!UTM  12      -   0.99980896  x   0.99967228  =   0.99948130
 CG0905
 CG0905:                Primary Azimuth Mark                     Grid Az
 CG0905:SPC AZ E     -  3 B 5                                    085 43 22.5
 CG0905:UTM  12      -  3 B 5                                    085 16 53.5
 CG0905
 CG0905|---------------------------------------------------------------------|
 CG0905| PID    Reference Object                     Distance      Geod. Az  |
 CG0905|                                                           dddmmss.s |
 CG0905| CC5915 3 B 5                                              0854238.6 |
 CG0905| CG0907 SOME RM 1                            17.932 METERS 10532     |
 CG0905| CG0906 SOME RM 2                            18.065 METERS 21115     |
 CG0905|---------------------------------------------------------------------|
 CG0905
 CG0905                          SUPERSEDED SURVEY CONTROL
 CG0905
 CG0905  NAD 83(1986)-  31 58 49.66011(N)    110 11 22.89977(W) AD(       ) 2
 CG0905  NAD 27      -  31 58 49.35850(N)    110 11 20.64910(W) AD(       ) 2
 CG0905  NGVD 29 (??/??/92) 1243.74   (m)         4080.5    (f) COMPUTED    2 0
 CG0905
 CG0905.Superseded values are not recommended for survey control.
 CG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0905.See file dsdata.txt to determine how the superseded data were derived.
 CG0905
 CG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7655538557(NAD 83)
 CG0905_MARKER: DS = TRIANGULATION STATION DISK
 CG0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0905
 CG0905  HISTORY     - Date     Condition        Report By
 CG0905  HISTORY     - 1962     MONUMENTED       CGS
 CG0905
 CG0905                          STATION DESCRIPTION
 CG0905
 CG0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG0905'STATION IS LOCATED ABOUT 6-1/2 MILES EAST NORTHEAST OF BENSON,
 CG0905'1/2 MILE SOUTH OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 86
 CG0905'ON A FLAT GRASS AND BRUSH COVERED RIDGE.  IT IS NEAR THE CENTER
 CG0905'OF SECTION, T 17 S, R 21 E.
 CG0905'
 CG0905'TO REACH FROM THE BRIDGE OVER THE SAN PEDRO RIVER, (0.75 MILE
 CG0905'EAST OF BENSON) GO EASTERLY ON INTERSTATE HIGHWAY 10 AND STATE
 CG0905'HIGHWAY 86 FOR 6.4 MILES TO THE SIBYL OVERPASS EXIT ROAD, TURN
 CG0905'OFF ON EXIT ROAD FOR 0.2 MILES TO A CROSSROAD AND STOP SIGN,
 CG0905'TURN RIGHT ACROSS CATTLE GUARD CROSSING AND GO SOMEWHAT ON A HARD
 CG0905'SURFACED ROAD FOR 0.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CG0905'GO 0.1 MILE TO A WIRE FENCE, TURN LEFT ALONG THE EAST
 CG0905'SIDE OF FENCELINE AND GO ABOUT 100 YARDS TO A FENCE CORNER,
 CG0905'TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF FENCELINE FOR
 CG0905'0.25 MILES TO THE AZIMUTH MARK ON THE LEFT ABOUT 200 FEET
 CG0905'SOUTH OF THE FENCELINE.  CONTINUE WEST FOLLOWING A POWER LINE
 CG0905'AND DIM TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 CG0905'DESCRIBED BELOW.
 CG0905'
 CG0905'STATION MARK IS 170 FEET SOUTHWEST OF A POWERLINE POLE, (2ND ONE
 CG0905'FROM THE EAST) 3.1 FEET NORTHEAST OF A METAL WITNESS POST AND
 CG0905'SIGN.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH
 CG0905'CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--SOME 1962 AND
 CG0905'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 CG0905'
 CG0905'R.M. 1 IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH
 CG0905'CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--SOME NO 1 1962
 CG0905'AND IT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 CG0905'
 CG0905'R.M. 2 IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH
 CG0905'CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--SOME NO 2 1962
 CG0905'AND IT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 CG0905'
 CG0905'3 B-5 WAS USED AS THE AZIMUTH MARK.  IT IS 65.5 FEET NORTH OF A
 CG0905'GUYED POWERLINE POLE AND 4 FEET EAST OF A WHITE 4 X 4 WITNESS
 CG0905'POST.  IT IS A U.S. CORP OF ENGINEER BRONZE DISK CEMENTED IN
 CG0905'THE TOP OF A 8-INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS
 CG0905'STAMPED--3 B-5 1960 AND IT PROJECTS 2 INCHES ABOVE THE GROUND
 CG0905'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1205 ***********************************************************************
 CY1205  DESIGNATION -  SOMMER
 CY1205  PID         -  CY1205
 CY1205  STATE/COUNTY-  AZ/COCHISE
 CY1205  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1205
 CY1205                         *CURRENT SURVEY CONTROL
 CY1205  ___________________________________________________________________
 CY1205* NAD 83(1992)-  32 17 56.16033(N)    109 45 03.51725(W)     ADJUSTED  
 CY1205* NAVD 88     -      1689.4    (meters)    5543.     (feet)  VERTCON   
 CY1205  ___________________________________________________________________
 CY1205  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 CY1205  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY1205  HORZ ORDER  -  FIRST
 CY1205
 CY1205.The horizontal coordinates were established by classical geodetic methods
 CY1205.and adjusted by the National Geodetic Survey in August 1993.
 CY1205
 CY1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1205
 CY1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1205
 CY1205.The geoid height was determined by GEOID03.
 CY1205
 CY1205;                    North         East     Units Scale Factor Converg.
 CY1205;SPC AZ E     -   144,088.148   252,508.079   MT  0.99991889   +0 13 19.6
 CY1205;SPC AZ E     -   472,730.14    828,438.58   iFT  0.99991889   +0 13 19.6
 CY1205;UTM  12      - 3,574,255.958   617,596.548   MT  0.99977053   +0 40 02.9
 CY1205
 CY1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1205!SPC AZ E     -   0.99973902  x   0.99991889  =   0.99965793
 CY1205!UTM  12      -   0.99973902  x   0.99977053  =   0.99950961
 CY1205
 CY1205:                Primary Azimuth Mark                     Grid Az
 CY1205:SPC AZ E     -  PHOENIX EL PASO AWY BCN T 4              154 49 37.1
 CY1205:UTM  12      -  PHOENIX EL PASO AWY BCN T 4              154 22 53.8
 CY1205
 CY1205|---------------------------------------------------------------------|
 CY1205| PID    Reference Object                     Distance      Geod. Az  |
 CY1205|                                                           dddmmss.s |
 CY1205| CY1181 PHOENIX EL PASO AWY BCN T 4         APPROX.35.6 KM 1550256.7 |
 CY1205| CC8275 SOMMER RM 1                          11.344 METERS 16250     |
 CY1205| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX.33.1 KM 2080538.4 |
 CY1205| CY1200 WILLCOX RAILROAD WATER TANK         APPROX. 9.1 KM 2350351.2 |
 CY1205| CY1201 WILLCOX STANDPIPE                   APPROX. 8.9 KM 2364615.7 |
 CY1205| CC8276 SOMMER RM 2                           8.345 METERS 24817     |
 CY1205| CC8274 SOMMER AZ MK                                       2992401.2 |
 CY1205| CY1206 RASO BLACK WATER TANK               APPROX. 4.6 KM 3580524.9 |
 CY1205|---------------------------------------------------------------------|
 CY1205
 CY1205                          SUPERSEDED SURVEY CONTROL
 CY1205
 CY1205  NAD 83(1986)-  32 17 56.15515(N)    109 45 03.51367(W) AD(       ) 1
 CY1205  NAD 27      -  32 17 55.88900(N)    109 45 01.26900(W) AD(       ) 1
 CY1205  NGVD 29 (07/19/86) 1688.6    (m)         5540.     (f) VERT ANG    3  
 CY1205
 CY1205.Superseded values are not recommended for survey control.
 CY1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1205.See file dsdata.txt to determine how the superseded data were derived.
 CY1205
 CY1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1759774256(NAD 83)
 CY1205_MARKER: DS = TRIANGULATION STATION DISK
 CY1205_SETTING: 66 = SET IN ROCK OUTCROP
 CY1205
 CY1205  HISTORY     - Date     Condition        Report By
 CY1205  HISTORY     - 1945     MONUMENTED       CGS
 CY1205  HISTORY     - 1960     GOOD             CGS
 CY1205
 CY1205                          STATION DESCRIPTION
 CY1205
 CY1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1205'STATION IS ON THE HIGHEST POINT ON THE NW END OF THE DOS
 CY1205'CABEZAS MOUNTAIN RANGE AND BY APPROXIMATE AIR LINE DISTANCES
 CY1205'IS LOCATED 16 MILES W OF BOWIE AND 6 MILES ENE OF WILLCOX.
 CY1205'
 CY1205'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO N 0.05
 CY1205'MILE TO STATE HIGHWAY 86, TURN RIGHT ON HIGHWAY 86 AND GO
 CY1205'E FOR 5.0 MILES TO A DIRT ROAD TO THE RIGHT.  TURN RIGHT
 CY1205'OFF HIGHWAY 86 AND FOLLOW THE MAIN TRAVELED DIRT ROAD FOR 1.5
 CY1205'MILES TO A BOARD GATE JUST AFTER PASSING A RANCH HOUSE.  PASS
 CY1205'THROUGH GATE, TURN RIGHT AND FOLLOW ALONG THE LEFT SIDE OF
 CY1205'A FENCE LINE FOR 0.6 MILE TO AN INTERSECTING FENCE, THENCE
 CY1205'TURN LEFT ALONG THIS FENCE LINE FOR 0.1 MILE TO THE END OF
 CY1205'TRUCK TRAVEL ABOUT 100 YARDS BEFORE REACHING A SMALL WHITE
 CY1205'HILL, ON THE SIDE OF WHICH THE AZIMUTH MARK IS PLACED.  FROM
 CY1205'HERE PACK ESE FOR ABOUT 1 HOUR TO THE HIGHEST POINT AND THE
 CY1205'STATION.
 CY1205'
 CY1205'STATION MARK IS A BRONZE STATION DISK STAMPED SOMMER 1945
 CY1205'AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CY1205'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED ON THE HIGHEST
 CY1205'POINT OF THE HILL, ABOUT 1/8 MILE SW OF A LARGE WHITE WOODEN
 CY1205'CROSS WHICH IS ON THE TOP OF AN ADJOINING HILL, AND 1/4 MILE
 CY1205'E OF ANOTHER HILL WHICH HAS A POLE TARGET IN A ROCK CAIRN
 CY1205'ON TOP OF IT.
 CY1205'
 CY1205'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED SOMMER
 CY1205'NO 1 1945 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1205'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS SSE OF
 CY1205'THE STATION AND ABOUT 4 FEET LOWER.
 CY1205'
 CY1205'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED SOMMER
 CY1205'NO 2 1945 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY1205'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS WSW
 CY1205'OF THE STATION AND ABOUT 5 FEET LOWER.
 CY1205'
 CY1205'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 CY1205'A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS
 CY1205'STAMPED SOMMER 1945.  IT IS ABOUT 20 YARDS SSW FROM THE HIGHEST
 CY1205'POINT OF A LOW, QUARTZ STREWN HILL WHICH FORMS THE END OF
 CY1205'A RIDGE RUNNING NE, 58.6 FEET N OF AN E-W FENCE LINE, AND
 CY1205'16.6 FEET WNW OF A 4- BY 4-INCH WHITE WITNESS POST IN A ROCK
 CY1205'CAIRN.  IT IS WNW OF THE STATION.
 CY1205
 CY1205                          STATION RECOVERY (1960)
 CY1205
 CY1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1205'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CY1205'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0365 ***********************************************************************
 CG0365  DESIGNATION -  SON
 CG0365  PID         -  CG0365
 CG0365  STATE/COUNTY-  AZ/PIMA
 CG0365  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0365
 CG0365                         *CURRENT SURVEY CONTROL
 CG0365  ___________________________________________________________________
 CG0365* NAD 83(1992)-  31 57 21.42026(N)    110 39 34.38624(W)     ADJUSTED  
 CG0365* NAVD 88     -      1160.63   (+/-2cm)    3807.8    (feet)  VERTCON   
 CG0365  ___________________________________________________________________
 CG0365  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 CG0365  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0365  HORZ ORDER  -  SECOND
 CG0365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0365
 CG0365.The horizontal coordinates were established by classical geodetic methods
 CG0365.and adjusted by the National Geodetic Survey in August 1993.
 CG0365
 CG0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0365.The vertical order pertains to the NGVD 29 superseded value.
 CG0365
 CG0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0365
 CG0365.The geoid height was determined by GEOID03.
 CG0365
 CG0365;                    North         East     Units Scale Factor Converg.
 CG0365;SPC AZ C     -   106,673.045   332,197.838   MT  1.00007411   +0 39 55.5
 CG0365;SPC AZ C     -   349,977.18  1,089,887.92   iFT  1.00007411   +0 39 55.5
 CG0365;UTM  12      - 3,535,603.698   532,172.607   MT  0.99961276   +0 10 48.7
 CG0365
 CG0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0365!SPC AZ C     -   0.99982224  x   1.00007411  =   0.99989634
 CG0365!UTM  12      -   0.99982224  x   0.99961276  =   0.99943507
 CG0365
 CG0365:                Primary Azimuth Mark                     Grid Az
 CG0365:SPC AZ C     -  DAVID AZ MK                              078 29 31.6
 CG0365:UTM  12      -  DAVID AZ MK                              078 58 38.4
 CG0365
 CG0365|---------------------------------------------------------------------|
 CG0365| PID    Reference Object                     Distance      Geod. Az  |
 CG0365|                                                           dddmmss.s |
 CG0365| CG1043 DAVID AZ MK                         488.124 METERS 0790927.1 |
 CG0365| CG0364 SON RM 1                              9.280 METERS 08854     |
 CG0365| CG0366 SON RM 2                             11.113 METERS 16939     |
 CG0365|---------------------------------------------------------------------|
 CG0365
 CG0365                          SUPERSEDED SURVEY CONTROL
 CG0365
 CG0365  NAD 83(1986)-  31 57 21.41581(N)    110 39 34.38335(W) AD(       ) 2
 CG0365  NAD 27      -  31 57 21.11680(N)    110 39 32.09070(W) AD(       ) 2
 CG0365  NGVD 29 (??/??/92) 1159.864  (m)         3805.32   (f) ADJ UNCH    2 0
 CG0365
 CG0365.Superseded values are not recommended for survey control.
 CG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0365.See file dsdata.txt to determine how the superseded data were derived.
 CG0365
 CG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3217335604(NAD 83)
 CG0365_MARKER: DB = BENCH MARK DISK
 CG0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0365_STAMPING: SON 1961
 CG0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0365+STABILITY: SURFACE MOTION
 CG0365
 CG0365  HISTORY     - Date     Condition        Report By
 CG0365  HISTORY     - 1962     MONUMENTED       CGS
 CG0365  HISTORY     - 1962     GOOD             NGS
 CG0365  HISTORY     - 1972     GOOD             NGS
 CG0365  HISTORY     - 20061122 GOOD             GEOCAC
 CG0365
 CG0365                          STATION DESCRIPTION
 CG0365
 CG0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0365'STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF TUCSON, 4-3/4 MILES
 CG0365'SOUTHEAST OF MOUNTAIN VIEW AND 4 MILES SOUTHEAST OF THE JUNCTION
 CG0365'OF U.S. HIGHWAY 80 AND STATE HIGHWAY 83.  IT IS IN THE NORTHEAST
 CG0365'1/4 SECTION 13, T 17 S, R 16 E, ON THE SUMMIT OF A SMALL ROUNDED
 CG0365'HILL ABOUT 100 YARDS WEST OF STATE HIGHWAY 83.  IT IS A STANDARD
 CG0365'DISK CEMENTED IN A CYLINDRICAL CONCRETE MONUMENT.  IT IS
 CG0365'STAMPED--SON 1961 AND PROJECTS 4 INCHES ABOVE THE GROUND
 CG0365'SURFACE.
 CG0365'
 CG0365'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND
 CG0365'89 AND INTERSTATE 10 IN TUCSON, GO EAST ON U.S. HIGHWAY 80 AND
 CG0365'INTERSTATE 10 FOR 20.6 MILES TO THE SONOITA OVERPASS AND JUNCTION
 CG0365'OF STATE HIGHWAY 83, TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY
 CG0365'83 FOR 4.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, WEST FOR
 CG0365'ABOUT 100 FEET, THEN TURN LEFT, SOUTH, ALONG THE EAST SLOPE OF A
 CG0365'SMALL RIDGE THEN SOUTHWEST TO THE HIGHEST POINT AND STATION AS
 CG0365'DESCRIBED A DISTANCE OF 0.15 MILE.
 CG0365'
 CG0365'R.M. 1 IS THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 CG0365'CEMENTED IN A CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--SON
 CG0365'NO 1 1961 AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 CG0365'
 CG0365'R.M. 2 IS THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 CG0365'DISK CEMENTED IN A CYLINDRICAL MONUMENT.  IT IS STAMPED--SON
 CG0365'NO 2 1961 AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 CG0365'
 CG0365'AZIMUTH MARK IS 29.0 FEET SOUTH OF A GRADED DIRT ROAD AND 1.7 FEET
 CG0365'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN A
 CG0365'CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--DAVID 1962 AND
 CG0365'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 CG0365'
 CG0365'TO REACH THE AZIMUTH MARK, CONTINUE SOUTHERLY ON STATE HIGHWAY
 CG0365'83 FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON A
 CG0365'DIRT TRACK ROAD FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE
 CG0365'AND CONTINUE EAST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CG0365'AS DESCRIBED.  NO AVAILABLE PICTURE POINT.
 CG0365
 CG0365                          STATION RECOVERY (1962)
 CG0365
 CG0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0365'24.0 MI SE FROM TUCSON.
 CG0365'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0365'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.85 MILES SOUTH
 CG0365'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0365'THENCE WESTERLY 0.15 MILE TO THE TOP OF A SMALL RISE, A BRONZE DISK
 CG0365'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.
 CG0365
 CG0365                          STATION RECOVERY (1972)
 CG0365
 CG0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CG0365'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CG0365'WERE RECOVERED AS DESCRIBED IN 1962.  THE STATION IS ALONG THE
 CG0365'OLD HIGHWAY 0.1 MILE SOUTH OF AN AIR FORCE INSTALLATION.
 CG0365'
 CG0365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 CG0365'SOUTHEAST OF TUCSON
 CG0365
 CG0365                          STATION RECOVERY (2006)
 CG0365
 CG0365'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0364 ***********************************************************************
 CG0364  DESIGNATION -  SON RM 1
 CG0364  PID         -  CG0364
 CG0364  STATE/COUNTY-  AZ/PIMA
 CG0364  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0364
 CG0364                         *CURRENT SURVEY CONTROL
 CG0364  ___________________________________________________________________
 CG0364* NAD 83(1986)-  31 57 21.     (N)    110 39 34.     (W)     SCALED    
 CG0364* NAVD 88     -      1160.48   (+/-2cm)    3807.3    (feet)  VERTCON   
 CG0364  ___________________________________________________________________
 CG0364  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0364
 CG0364.The horizontal coordinates were scaled from a topographic map and have
 CG0364.an estimated accuracy of +/- 6 seconds.
 CG0364
 CG0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0364.The vertical order pertains to the NGVD 29 superseded value.
 CG0364
 CG0364.The geoid height was determined by GEOID03.
 CG0364
 CG0364;                    North         East    Units  Estimated Accuracy
 CG0364;SPC AZ C     -   106,660.      332,210.      MT  (+/- 180 meters Scaled)
 CG0364
 CG0364                          SUPERSEDED SURVEY CONTROL
 CG0364
 CG0364  NGVD 29 (??/??/92) 1159.720  (m)         3804.85   (f) ADJ UNCH    2 0
 CG0364
 CG0364.Superseded values are not recommended for survey control.
 CG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0364.See file dsdata.txt to determine how the superseded data were derived.
 CG0364
 CG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA321355(NAD 83)
 CG0364_MARKER: DR = REFERENCE MARK DISK
 CG0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0364_STAMPING: SON NO 1 1961
 CG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0364+STABILITY: SURFACE MOTION
 CG0364
 CG0364  HISTORY     - Date     Condition        Report By
 CG0364  HISTORY     - 1961     MONUMENTED       CGS
 CG0364  HISTORY     - 1962     GOOD             NGS
 CG0364  HISTORY     - 20061122 GOOD             GEOCAC
 CG0364
 CG0364                          STATION DESCRIPTION
 CG0364
 CG0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0364'24.0 MI SE FROM TUCSON.
 CG0364'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0364'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.85 MILES SOUTH
 CG0364'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0364'THENCE WESTERLY 0.15 MILE TO THE TOP OF A SMALL RISE, A BRONZE DISK
 CG0364'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
 CG0364
 CG0364                          STATION RECOVERY (2006)
 CG0364
 CG0364'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0366 ***********************************************************************
 CG0366  DESIGNATION -  SON RM 2
 CG0366  PID         -  CG0366
 CG0366  STATE/COUNTY-  AZ/PIMA
 CG0366  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0366
 CG0366                         *CURRENT SURVEY CONTROL
 CG0366  ___________________________________________________________________
 CG0366* NAD 83(1986)-  31 57 21.     (N)    110 39 34.     (W)     SCALED    
 CG0366* NAVD 88     -      1160.15   (+/-2cm)    3806.3    (feet)  VERTCON   
 CG0366  ___________________________________________________________________
 CG0366  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0366
 CG0366.The horizontal coordinates were scaled from a topographic map and have
 CG0366.an estimated accuracy of +/- 6 seconds.
 CG0366
 CG0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0366.The vertical order pertains to the NGVD 29 superseded value.
 CG0366
 CG0366.The geoid height was determined by GEOID03.
 CG0366
 CG0366;                    North         East    Units  Estimated Accuracy
 CG0366;SPC AZ C     -   106,660.      332,210.      MT  (+/- 180 meters Scaled)
 CG0366
 CG0366                          SUPERSEDED SURVEY CONTROL
 CG0366
 CG0366  NGVD 29 (??/??/92) 1159.385  (m)         3803.75   (f) ADJ UNCH    2 0
 CG0366
 CG0366.Superseded values are not recommended for survey control.
 CG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0366.See file dsdata.txt to determine how the superseded data were derived.
 CG0366
 CG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA321355(NAD 83)
 CG0366_MARKER: DR = REFERENCE MARK DISK
 CG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0366_STAMPING: SON NO 2 1961
 CG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0366+STABILITY: SURFACE MOTION
 CG0366
 CG0366  HISTORY     - Date     Condition        Report By
 CG0366  HISTORY     - 1961     MONUMENTED       CGS
 CG0366  HISTORY     - 1962     GOOD             NGS
 CG0366  HISTORY     - 20061122 GOOD             GEOCAC
 CG0366
 CG0366                          STATION DESCRIPTION
 CG0366
 CG0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CG0366'24.0 MI SE FROM TUCSON.
 CG0366'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0366'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.85 MILES SOUTH
 CG0366'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0366'THENCE WESTERLY 0.15 MILE TO THE TOP OF A SMALL RISE, A BRONZE DISK
 CG0366'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES.
 CG0366
 CG0366                          STATION RECOVERY (2006)
 CG0366
 CG0366'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1041 ***********************************************************************
 CG1041  DESIGNATION -  SONOITA
 CG1041  PID         -  CG1041
 CG1041  STATE/COUNTY-  AZ/PIMA
 CG1041  USGS QUAD   -  EMPIRE RANCH (1981)
 CG1041
 CG1041                         *CURRENT SURVEY CONTROL
 CG1041  ___________________________________________________________________
 CG1041* NAD 83(1992)-  31 45 48.35354(N)    110 39 25.58426(W)     ADJUSTED  
 CG1041* NAVD 88     -      1458.9    (meters)    4786.     (feet)  VERTCON   
 CG1041  ___________________________________________________________________
 CG1041  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CG1041  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CG1041  HORZ ORDER  -  SECOND
 CG1041
 CG1041.The horizontal coordinates were established by classical geodetic methods
 CG1041.and adjusted by the National Geodetic Survey in August 1993.
 CG1041
 CG1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1041
 CG1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1041
 CG1041.The geoid height was determined by GEOID03.
 CG1041
 CG1041;                    North         East     Units Scale Factor Converg.
 CG1041;SPC AZ C     -    85,328.272   332,676.736   MT  1.00007553   +0 39 47.3
 CG1041;SPC AZ C     -   279,948.40  1,091,459.11   iFT  1.00007553   +0 39 47.3
 CG1041;UTM  12      - 3,514,265.502   532,471.071   MT  0.99961300   +0 10 49.8
 CG1041
 CG1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1041!SPC AZ C     -   0.99977542  x   1.00007553  =   0.99985093
 CG1041!UTM  12      -   0.99977542  x   0.99961300  =   0.99938850
 CG1041
 CG1041|---------------------------------------------------------------------|
 CG1041| PID    Reference Object                     Distance      Geod. Az  |
 CG1041|                                                           dddmmss.s |
 CG1041| CC8278 SONOITA RM 1                         17.670 METERS 08155     |
 CG1041| CC8279 SONOITA RM 2                         23.788 METERS 16756     |
 CG1041| CC8277 SONOITA AZ MK                                      2462813.6 |
 CG1041|---------------------------------------------------------------------|
 CG1041
 CG1041                          SUPERSEDED SURVEY CONTROL
 CG1041
 CG1041  NAD 83(1986)-  31 45 48.34722(N)    110 39 25.57817(W) AD(       ) 2
 CG1041  NAD 27      -  31 45 48.03400(N)    110 39 23.28900(W) AD(       ) 2
 CG1041  NGVD 29 (07/19/86) 1458.0    (m)         4783.     (f) VERT ANG    3  
 CG1041
 CG1041.Superseded values are not recommended for survey control.
 CG1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1041.See file dsdata.txt to determine how the superseded data were derived.
 CG1041
 CG1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA3247114266(NAD 83)
 CG1041_MARKER: Z = SEE DESCRIPTION
 CG1041_SETTING: 0 = UNSPECIFIED SETTING
 CG1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1041+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2008
 CG1041
 CG1041  HISTORY     - Date     Condition        Report By
 CG1041  HISTORY     - 1936     MONUMENTED       CGS
 CG1041  HISTORY     - 1956     GOOD             USE
 CG1041  HISTORY     - 20080919 GOOD             INDIV
 CG1041
 CG1041                          STATION DESCRIPTION
 CG1041
 CG1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1041'THE STATION IS ABOUT 6 MILES DUE N OF THE TOWN OF SONOITA, 1-1/2
 CG1041'MILES S AND 1 MILE W OF THE EMPIRE RANCH, NEAR THE SE CORNER OF
 CG1041'SECTION 24, T-19-S, R-16-E, ON A LOW FLAT GRASSY KNOLL, ON PROPERTY
 CG1041'OWNED BY THE EMPIRE RANCH.  THERE IS HIGHER GROUND TO THE W AND
 CG1041'N OF STATION SITE AND THE GROUND SLOPES OFF GENTLY TO THE SE.
 CG1041'THE STATION IS 16.6 METERS S OF THE CENTERLINE OF A RANCH ROAD.
 CG1041'
 CG1041'R.M. NO. 1 IS 16 PACES S OF CENTERLINE OF RANCH ROAD.  R.M. NO. 2
 CG1041'IS 45 PACES S OF CENTERLINE OF RANCH ROAD.
 CG1041'
 CG1041'THE AZIMUTH MARK IS 11 PACES S OF CENTERLINE OF SAME RANCH ROAD,
 CG1041'41 PACES N OF A BARB WIRE FENCE LINE, 67 PACES NW OF A FENCE
 CG1041'CORNER, MARKED BY A STAKE WHICH IS PROBABLY A SECTION CORNER, 13
 CG1041'PACES W OF A CATTLE PATH AND 0.65 MILE BY ROAD E OF STATE HIGHWAY
 CG1041'NO. 83.
 CG1041'
 CG1041'TO REACH THE STATION FROM THE TOWN OF SONOITA, GO N ON STATE
 CG1041'ROUTE NO. 83 FROM ITS JUNCTION WITH NO. 82 FOR 6.4 MILES TO
 CG1041'EMPIRE RANCH ROAD ON THE RIGHT.  TURN RIGHT AND GO E FOR 1.2 MILES
 CG1041'TO STATION ON THE RIGHT.
 CG1041'
 CG1041'ALL FOUR MARKS PROJECT ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 CG1041'GROUND.
 CG1041'
 CG1041'A 4-FT. STAND USED AT THIS STATION CLEARED ALL LINES.
 CG1041
 CG1041                          STATION RECOVERY (1956)
 CG1041
 CG1041'RECOVERY NOTE BY US ENGINEERS 1956
 CG1041'STATION RECOVERED AS DESCRIBED.
 CG1041
 CG1041                          STATION RECOVERY (2008)
 CG1041
 CG1041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TA)
 CG1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0502 ***********************************************************************
 GO0502  DESIGNATION -  SONSALA RESET
 GO0502  PID         -  GO0502
 GO0502  STATE/COUNTY-  AZ/APACHE
 GO0502  USGS QUAD   -  SONSELA BUTTES (1983)
 GO0502
 GO0502                         *CURRENT SURVEY CONTROL
 GO0502  ___________________________________________________________________
 GO0502* NAD 83(1992)-  36 06 04.42685(N)    109 04 42.91122(W)     ADJUSTED  
 GO0502* NAVD 88     -      2683.9    (meters)    8805.     (feet)  VERTCON   
 GO0502  ___________________________________________________________________
 GO0502  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GO0502  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 GO0502  HORZ ORDER  -  FIRST
 GO0502
 GO0502.The horizontal coordinates were established by classical geodetic methods
 GO0502.and adjusted by the National Geodetic Survey in August 1993.
 GO0502
 GO0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0502
 GO0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0502
 GO0502.The geoid height was determined by GEOID03.
 GO0502
 GO0502;                    North         East     Units Scale Factor Converg.
 GO0502;SPC AZ E     -   566,292.373   311,331.810   MT  1.00001823   +0 38 28.2
 GO0502;SPC AZ E     - 1,857,914.61  1,021,429.82   iFT  1.00001823   +0 38 28.2
 GO0502;UTM  12      - 3,996,885.563   672,960.846   MT  0.99996862   +1 07 56.7
 GO0502
 GO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0502!SPC AZ E     -   0.99958201  x   1.00001823  =   0.99960023
 GO0502!UTM  12      -   0.99958201  x   0.99996862  =   0.99955064
 GO0502
 GO0502|---------------------------------------------------------------------|
 GO0502| PID    Reference Object                     Distance      Geod. Az  |
 GO0502|                                                           dddmmss.s |
 GO0502| CD4895 SONSALA RM 1                          6.419 METERS 06310     |
 GO0502| CD4896 SONSALA RM 2                          8.223 METERS 18810     |
 GO0502| CD4894 SONSALA AZ MK                                      3304433.3 |
 GO0502|---------------------------------------------------------------------|
 GO0502
 GO0502                          SUPERSEDED SURVEY CONTROL
 GO0502
 GO0502  NAD 83(1986)-  36 06 04.42762(N)    109 04 42.91126(W) AD(       ) 1
 GO0502  NAD 27      -  36 06 04.40400(N)    109 04 40.55900(W) AD(       ) 1
 GO0502  NGVD 29 (08/22/88) 2682.8    (m)         8802.     (f) VERT ANG    3  
 GO0502
 GO0502.Superseded values are not recommended for survey control.
 GO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0502.See file dsdata.txt to determine how the superseded data were derived.
 GO0502
 GO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7296196886(NAD 83)
 GO0502_MARKER: V = STONE MONUMENT
 GO0502_SETTING: 66 = SET IN ROCK OUTCROP
 GO0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0502
 GO0502  HISTORY     - Date     Condition        Report By
 GO0502  HISTORY     - 1937     MONUMENTED       USGS
 GO0502  HISTORY     - 1951     GOOD             USGS
 GO0502  HISTORY     - 1955     GOOD             USGS
 GO0502
 GO0502                          STATION DESCRIPTION
 GO0502
 GO0502'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 GO0502'STATION MARK--STANDARD TABLET STAMPED---SONSALA 1937---, SET IN
 GO0502'EXACT CENTER OF 1883 STATION.
 GO0502'
 GO0502'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 GO0502'
 GO0502'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK.
 GO0502
 GO0502                          STATION RECOVERY (1951)
 GO0502
 GO0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (WRH)
 GO0502'THE STATION IS LOCATED ON THE SUMMIT OF A CONICAL PEAK THAT
 GO0502'LAYS IN ABOUT THE CENTER OF THE SONSELA MOUNTAINS.  IT IS
 GO0502'ABOUT 24 MILES AIRLINE NORTH-NORTHEAST OF FT. DEFINANCE,
 GO0502'ABOUT 39 MILES AIRLINE NORTHEAST OF GANADO, AND ABOUT 1-1/2
 GO0502'MILES WEST OF THE ARIZONA-NEW MEXICO STATE LINE.
 GO0502'
 GO0502'THE STATION IS A STANDARD USGS DISK SET IN A DRILL HOLE IN
 GO0502'BEDROCK THAT IS ABOUT 6 INCHES BELOW THE SURFACE.  THE
 GO0502'DISK IS STAMPED SONSALA 1937.
 GO0502'
 GO0502'REFERENCE MARK NUMBER ONE IS 3 FEET LOWER THAN THE STATION.
 GO0502'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 GO0502'PROJECTS 1-1/2 FEET.  THE DISK IS STAMPED SONSALA USGS NO 1
 GO0502'1951.
 GO0502'
 GO0502'REFERENCE MARK NUMBER TWO IS ABOUT 5 FEET LOWER THAN THE
 GO0502'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 GO0502'OUTCROPPING BEDROCK THAT PROJECTS 1 FOOT.  THE DISK IS STAMPED--
 GO0502'SONSALA USGS NO 2 1951.
 GO0502'
 GO0502'THE AZIMUTH MARK IS LOCATED ALONG THE WEST SIDE OF A TRACK
 GO0502'ROAD ABOUT 0.4 MILE SOUTH OF A RANCH HOUSE, 105 FEET SOUTHWEST
 GO0502'OF A TRIANGULAR BLAZED 16-INCH PINE TREE, AND 40 FEET WEST
 GO0502'OF THE CENTER LINE OF THE TRACK ROAD.  IT IS A STANDARD DISK
 GO0502'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1 FOOT.
 GO0502'THE DISK IS STAMPED--SONSALA USGS 1951.  TO REACH THE MARK
 GO0502'FROM THE STATION PACK NORTH FOR ABOUT 1/4 MILE TO A SADDLE.
 GO0502'TURN LEFT, WEST, AND GO ABOUT 3/4 MILE DOWN THE STEEP SLOPE
 GO0502'TO A ROAD THAT RUNS THROUGH A MEADOW.  DRIVE NORTH ON THE
 GO0502'ROAD FOR 2.1 MILES TO THE MARK ON THE LEFT.
 GO0502'
 GO0502'TO REACH THE STATION FROM THE POST OFFICE IN FT. DEFINANCE
 GO0502'GO NORTH ON THE PAVED STREET FOR 0.2 MILE TO THE END OF THE
 GO0502'STREET AND A BRIDGE.  TURN RIGHT AND CROSS OVER THE BRIDGE
 GO0502'AND TAKE THE RIGHT FORK AND FOLLOW THE SHELF ROAD FOR 0.6 MILE
 GO0502'TO A CROSS ROAD ON THE TOP OF A HILL.  TURN LEFT, NORTH,
 GO0502'AND GO 15.3 MILES TO A FORK AND A SIGN TOHATCHI-MEXICAN SPRINGS.
 GO0502'TAKE THE LEFT FORK AND GO 1.4 MILES TO A FORK AND SIGN CRYSTAL
 GO0502'DAY SCHOOL 6.  TAKE THE LEFT FORK AND GL 6.7 MILES TO A FORK.
 GO0502'TAKE THE LEFT FORK, NORTH, AND FOLLOW THE TELEPHONE LINE FOR
 GO0502'2.1 MILES TO A FORK.  TURN LEFT, WEST, AND GO ALONG THE
 GO0502'NORTH SIDE OF THE SONSELA MOUNTAINS FOR 3.1 MILES TO A
 GO0502'BRIDGE AND A FORK.  CROSS OVER THE BRIDGE AND TAKE THE LEFT
 GO0502'FORK, SOUTH, AND GO 3.3 MILES TO A RANCH HOUSE.  GO SOUTH
 GO0502'FROM THE RANCH HOUSE TO A BOARD GATE THAT IS JUST WEST OF
 GO0502'THE BARN.  PASS THROUGH THE GATE AND GO SOUTH ON THE
 GO0502'TRACK ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK,
 GO0502'SOUTH, AND GO 2.5 MILES TO AN OPEN MEADOW AND THE END OF
 GO0502'TRUCK TRAVEL.  FROM THE ROAD PACK EAST ACROSS THE MEADOW TO
 GO0502'THE BASE OF THE MOUNTAIN.  GO EAST UP THE STEEP SLOPE FOR
 GO0502'ABOUT 3/4 MILE TO A SADDLE.  TURN RIGHT, SOUTH, AND GO
 GO0502'UP THE STEEL SLOPE TO THE SUMMIT OF THE CONICAL PEAK AND
 GO0502'THE STATION.
 GO0502'
 GO0502'NOTE--THE PACK IS VERY STEEP AND WILL REQUIRE ABOUT 1 HOUR.
 GO0502'
 GO0502'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 GO0502
 GO0502                          STATION RECOVERY (1955)
 GO0502
 GO0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0502'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 GO0502'RECOVERED BY NGS IN 1951.
 GO0502'
 GO0502'RM 1--NGS DISK STAMPED---SONSALA USGS NO 1 1951---, IN DRILL HOLE
 GO0502'IN BEDROCK PROJECTING 1.5 FT, 3 FT LOWER THAN STATION MARK.
 GO0502'
 GO0502'RM 2--NGS DISK STAMPED---SONSALA USGS NO 2 1951---, IN DRILL HOLE
 GO0502'IN OUTCROPPING BEDROCK PROJECTING 1 FT, 5 FT LOWER THAN STATION
 GO0502'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0576 ***********************************************************************
 CG0576  DESIGNATION -  SOP
 CG0576  PID         -  CG0576
 CG0576  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0576  USGS QUAD   -  AMADO (1981)
 CG0576
 CG0576                         *CURRENT SURVEY CONTROL
 CG0576  ___________________________________________________________________
 CG0576* NAD 83(1992)-  31 39 07.31175(N)    111 03 50.27690(W)     ADJUSTED  
 CG0576* NAVD 88     -       994.590  (meters)    3263.08   (feet)  ADJUSTED  
 CG0576  ___________________________________________________________________
 CG0576  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CG0576  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0576  DYNAMIC HT  -         993.113 (meters)    3258.24  (feet)  COMP
 CG0576  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 CG0576
 CG0576  HORZ ORDER  -  SECOND
 CG0576  VERT ORDER  -  FIRST     CLASS II
 CG0576
 CG0576.The horizontal coordinates were established by classical geodetic methods
 CG0576.and adjusted by the National Geodetic Survey in August 1993.
 CG0576
 CG0576.The orthometric height was determined by differential leveling
 CG0576.and adjusted in June 1991.
 CG0576
 CG0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0576
 CG0576.The geoid height was determined by GEOID03.
 CG0576
 CG0576.The dynamic height is computed by dividing the NAVD 88
 CG0576.geopotential number by the normal gravity value computed on the
 CG0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0576.degrees latitude (g = 980.6199 gals.).
 CG0576
 CG0576.The modeled gravity was interpolated from observed gravity values.
 CG0576
 CG0576;                    North         East     Units Scale Factor Converg.
 CG0576;SPC AZ C     -    72,602.572   294,230.460   MT  0.99998064   +0 26 51.0
 CG0576;SPC AZ C     -   238,197.41    965,323.03   iFT  0.99998064   +0 26 51.0
 CG0576;UTM  12      - 3,501,868.793   493,935.381   MT  0.99960045   -0 02 00.8
 CG0576
 CG0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0576!SPC AZ C     -   0.99984850  x   0.99998064  =   0.99982914
 CG0576!UTM  12      -   0.99984850  x   0.99960045  =   0.99944901
 CG0576
 CG0576|---------------------------------------------------------------------|
 CG0576| PID    Reference Object                     Distance      Geod. Az  |
 CG0576|                                                           dddmmss.s |
 CG0576| CG0575 SOP RM 1                             14.482 METERS 01607     |
 CG0576| CG0584 TUB                                 APPROX. 1.9 KM 1582746.9 |
 CG0576| CG0577 SOP RM 2                             16.085 METERS 25504     |
 CG0576|---------------------------------------------------------------------|
 CG0576
 CG0576                          SUPERSEDED SURVEY CONTROL
 CG0576
 CG0576  NAD 83(1986)-  31 39 07.30156(N)    111 03 50.27360(W) AD(       ) 2
 CG0576  NAD 27      -  31 39 06.98640(N)    111 03 47.93760(W) AD(       ) 2
 CG0576  NGVD 29 (??/??/92)  993.781  (m)         3260.43   (f) ADJ UNCH    1 2
 CG0576
 CG0576.Superseded values are not recommended for survey control.
 CG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0576.See file dsdata.txt to determine how the superseded data were derived.
 CG0576
 CG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9393501869(NAD 83)
 CG0576_MARKER: DB = BENCH MARK DISK
 CG0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0576_STAMPING: SOP 1962
 CG0576_PROJECTION: PROJECTING 18 CENTIMETERS
 CG0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0576+STABILITY: SURFACE MOTION
 CG0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0576+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0576
 CG0576  HISTORY     - Date     Condition        Report By
 CG0576  HISTORY     - 1962     MONUMENTED       CGS
 CG0576  HISTORY     - 1962     GOOD             CGS
 CG0576  HISTORY     - 1967     GOOD             AZHD
 CG0576  HISTORY     - 1979     GOOD             USGS
 CG0576  HISTORY     - 1980     GOOD             NGS
 CG0576  HISTORY     - 20020513 GOOD             INDIV
 CG0576  HISTORY     - 20061022 GOOD             GEOCAC
 CG0576
 CG0576                          STATION DESCRIPTION
 CG0576
 CG0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0576'THE STATION IS LOCATED, AIRLINE, ABOUT 40 MILES SOUTH OF TUCSON,
 CG0576'22 MILES NORTH OF NOGALES, AND 2-1/2 MILES NORTH-NORTHWEST OF
 CG0576'TUBAC ON THE EAST END OF A LOW, GRASSY, EAST-WEST, RIDGE FORMING
 CG0576'ONE OF THE FIRST FOOTHILLS ON THE WEST SIDE OF THE SANTA CRUZ
 CG0576'VALLEY.
 CG0576'
 CG0576'TO REACH FROM THE RURAL POST OFFICE AT AMADO WHICH IS ABOUT 32
 CG0576'MILES SOUTH OF TUCSON AT THE PIMA-SANTA CRUZ COUNTY LINE, GO
 CG0576'SOUTH ON U.S. HIGHWAY 89 FOR 4.7 MILES TO A PAVED SIDE ROAD ON
 CG0576'THE RIGHT.  TURN RIGHT ACROSS METAL CATTLE GUARD AND GO SOUTHWEST
 CG0576'0.3 MILE TO CONCRETE CULVERT AND REFLECTOR WARNING POST ON RIGHT.
 CG0576'TURN RIGHT AND CLIMB ALONG NORTHEAST EDGE OF DRAW TO SUMMIT OF
 CG0576'RIDGE AND STATION.
 CG0576'
 CG0576'THE STATION MARK IS A STANDARD DISK STAMPED SOP 1962 CEMENTED IN
 CG0576'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 6 INCHES
 CG0576'ABOVE GROUND.  IT IS 8.2 FEET WEST OF A METAL WITNESS POST.
 CG0576'
 CG0576'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SOP NO 1 1962
 CG0576'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 CG0576'PROJECTING 2 INCHES ABOVE GROUND ABOUT 2 FEET LOWER THAN STATION
 CG0576'ELEVATION AT THE TOP OF THE NORTHEAST SLOPE OF THE RIDGE.
 CG0576'
 CG0576'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SOP NO 2 1962
 CG0576'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 CG0576'PROJECTING 2 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT HIGHER
 CG0576'THAN STATION ELEVATION IN THE CENTER OF THE RIDGE.
 CG0576
 CG0576                          STATION RECOVERY (1962)
 CG0576
 CG0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CG0576'5.4 MI S FROM AMADO.
 CG0576'5.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0576'THENCE WEST ACROSS COUNTRY 0.35 MILE TO THE TOP OF AN EAST-WEST RIDGE,
 CG0576'8.2 FEET WEST OF A METAL WITNESS POST, A STANDARD STATION MARK DISK
 CG0576'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES.
 CG0576
 CG0576                          STATION RECOVERY (1967)
 CG0576
 CG0576'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 CG0576'THE STATION WAS RECOVERED BY THE ARIZONA STATE HIGHWAY DEPARTMENT,
 CG0576'AND OCCUPIED FOR THE PURPOSE OF ESTABLISHING TRIANGULATION STATION
 CG0576'CUT 2.  THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE REPORTED
 CG0576'IN GOOD CONDITION, BUT NO DISTANCES OR DIRECTIONS WERE ESTABLISHED
 CG0576'AT THIS TIME.
 CG0576
 CG0576                          STATION RECOVERY (1979)
 CG0576
 CG0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0576'AMADO POST OFFICE SOUTH 0.1 MILES, THENCE LEFT EAST 0.15 MILES,
 CG0576'THENCE RIGHT SOUTH ON I 19 FRO 5.4 MILES TO CHAVEZ SIDING
 CG0576'INTERCHANGE, THENCE RIGHT 0.1 MILES WEST TO FRONTAGE ROAD. THENCE
 CG0576'LEFT SW 0.05 MILES, THENCE RIGHT SW TO CATTLE GUARD THENCE WEST
 CG0576'APPROXIMATELY 800 FEET TO TOP OF KNOLL AND STATION MARK.
 CG0576
 CG0576                          STATION RECOVERY (1980)
 CG0576
 CG0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0576'8.4 KILOMETERS (5.2 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0576'ARIVACA ROAD UNDERPASS AT AMADO, THENCE 0.2 KILOMETER (0.1 MILE)
 CG0576'WEST ALONG CHAVEZ SIDING ROAD, THENCE 0.5 KILOMETER (0.3 MILE)
 CG0576'UP HILL ACROSS COUNTRY TO THE TOP OF AN EAST-WEST RIDGE AND AT
 CG0576'THE EAST END, 14.5 METERS (47.5 FEET) SOUTH OF SOP RM 1, 16.1
 CG0576'METERS (52.8 FEET) EAST OF SOP RM 2.
 CG0576'THE MARK IS 2.5 METERS  NW FROM A WITNESS POST.
 CG0576'THE MARK IS 27.0 M ABOVE THE HIGHWAY.
 CG0576
 CG0576                          STATION RECOVERY (2002)
 CG0576
 CG0576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0576'RECOVERED AS DESCRIBED.
 CG0576
 CG0576                          STATION RECOVERY (2006)
 CG0576
 CG0576'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0576'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CG0576'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CG0576'THE STATION MARK IS 5.5 FEET NORTHEAST OF A WITNESS POST.
 CG0576' 
 CG0576'TO REACH THE STATION FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO
 CG0576'SOUTH ON I-19 FOR 5.1 MILES TO THE CHAVEZ SIDING ROAD EXIT. TAKE THE
 CG0576'EXIT AND TURN RIGHT WEST ON CHAVEZ SIDING ROAD TO FRONTAGE ROAD. TURN
 CG0576'LEFT SOUTH ON FRONTAGE ROAD TO THE FIRST ROAD ON THE RIGHT WHICH IS A
 CG0576'PRIVATE ROAD   EL BURRO LANE.
 CG0576'TURN RIGHT WEST AND CROSS THE CATTLE GUARD ON EL BURRO LANE THEN TURN
 CG0576'RIGHT NORTH UP A ROUGH TRACK ROAD APPROXIMATELY 800 FEET TO THE
 CG0576'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0575 ***********************************************************************
 CG0575  DESIGNATION -  SOP RM 1
 CG0575  PID         -  CG0575
 CG0575  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0575  USGS QUAD   -  AMADO (1981)
 CG0575
 CG0575                         *CURRENT SURVEY CONTROL
 CG0575  ___________________________________________________________________
 CG0575* NAD 83(1986)-  31 39 06.     (N)    111 03 49.     (W)     SCALED    
 CG0575* NAVD 88     -       993.483  (meters)    3259.45   (feet)  ADJUSTED  
 CG0575  ___________________________________________________________________
 CG0575  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0575  DYNAMIC HT  -         992.008 (meters)    3254.61  (feet)  COMP
 CG0575  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 CG0575
 CG0575  VERT ORDER  -  FIRST     CLASS II
 CG0575
 CG0575.The horizontal coordinates were scaled from a topographic map and have
 CG0575.an estimated accuracy of +/- 6 seconds.
 CG0575
 CG0575.The orthometric height was determined by differential leveling
 CG0575.and adjusted in June 1991.
 CG0575
 CG0575.The geoid height was determined by GEOID03.
 CG0575
 CG0575.The dynamic height is computed by dividing the NAVD 88
 CG0575.geopotential number by the normal gravity value computed on the
 CG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0575.degrees latitude (g = 980.6199 gals.).
 CG0575
 CG0575.The modeled gravity was interpolated from observed gravity values.
 CG0575
 CG0575;                    North         East    Units  Estimated Accuracy
 CG0575;SPC AZ C     -    72,560.      294,260.      MT  (+/- 180 meters Scaled)
 CG0575
 CG0575                          SUPERSEDED SURVEY CONTROL
 CG0575
 CG0575  NGVD 29 (??/??/92)  992.674  (m)         3256.80   (f) ADJ UNCH    1 2
 CG0575
 CG0575.Superseded values are not recommended for survey control.
 CG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0575.See file dsdata.txt to determine how the superseded data were derived.
 CG0575
 CG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA939018(NAD 83)
 CG0575_MARKER: DR = REFERENCE MARK DISK
 CG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0575_STAMPING: SOP NO 1 1962
 CG0575_PROJECTION: PROJECTING 12 CENTIMETERS
 CG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0575+STABILITY: SURFACE MOTION
 CG0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0575+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0575
 CG0575  HISTORY     - Date     Condition        Report By
 CG0575  HISTORY     - 1962     MONUMENTED       CGS
 CG0575  HISTORY     - 1980     GOOD             NGS
 CG0575  HISTORY     - 20061022 GOOD             GEOCAC
 CG0575
 CG0575                          STATION DESCRIPTION
 CG0575
 CG0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0575'5.4 MI S FROM AMADO.
 CG0575'5.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0575'THENCE WEST ACROSS COUNTRY 0.35 MILE TO THE TOP OF AN EAST-WEST RIDGE,
 CG0575'50.1 FEET NORTH OF A METAL WITNESS POST, A STANDARD REFERENCE MARK
 CG0575'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 CG0575'INCHES.
 CG0575
 CG0575                          STATION RECOVERY (1980)
 CG0575
 CG0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0575'8.4 KILOMETERS (5.2 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0575'ARIVACA ROAD UNDERPASS AT AMADO, THENCE 0.2 KILOMETERS (0.1 MILE)
 CG0575'WEST ALONG CHAVEZ SIDING ROAD, THENCE 0.5 KILOMETER (0.3 MILE) UP
 CG0575'HILL ACROSS COUNTRY, AT THE EAST END OF A EAST-WEST RIDGE AND ON
 CG0575'THE NORTHEAST SLOPE, 14.5 METERS (47.5 FEET) NORTH OF STATION SOP,
 CG0575'26.6 METERS (87.3 FEET) NORTHEAST OF SOP RM 2.
 CG0575'THE MARK IS 15.2 METERS  N FROM A WITNESS POST.
 CG0575'THE MARK IS 27 M ABOVE THE HIGHWAY.
 CG0575
 CG0575                          STATION RECOVERY (2006)
 CG0575
 CG0575'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0575'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CG0575'31 39 07.74 (N)   111 03 50.10 (W)  (NAD 83).
 CG0575' 
 CG0575'TO REACH THE MARK FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO SOUTH
 CG0575'ON I-19 FOR 5.1 MILES TO THE CHAVEZ SIDING ROAD EXIT. TAKE THE EXIT
 CG0575'AND TURN RIGHT WEST ON CHAVEZ SIDING ROAD TO FRONTAGE ROAD. TURN LEFT
 CG0575'SOUTH ON FRONTAGE ROAD TO THE FIRST ROAD ON THE RIGHT WHICH IS A
 CG0575'PRIVATE ROAD   EL BURRO LANE.
 CG0575'TURN RIGHT WEST AND CROSS THE CATTLE GUARD ON EL BURRO LANE THEN TURN
 CG0575'RIGHT NORTH UP A ROUGH TRACK ROAD APPROXIMATELY 800 FEET TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0577 ***********************************************************************
 CG0577  DESIGNATION -  SOP RM 2
 CG0577  PID         -  CG0577
 CG0577  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0577  USGS QUAD   -  AMADO (1981)
 CG0577
 CG0577                         *CURRENT SURVEY CONTROL
 CG0577  ___________________________________________________________________
 CG0577* NAD 83(1986)-  31 39 06.     (N)    111 03 49.     (W)     SCALED    
 CG0577* NAVD 88     -       994.722  (meters)    3263.52   (feet)  ADJUSTED  
 CG0577  ___________________________________________________________________
 CG0577  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0577  DYNAMIC HT  -         993.245 (meters)    3258.67  (feet)  COMP
 CG0577  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 CG0577
 CG0577  VERT ORDER  -  FIRST     CLASS II
 CG0577
 CG0577.The horizontal coordinates were scaled from a topographic map and have
 CG0577.an estimated accuracy of +/- 6 seconds.
 CG0577
 CG0577.The orthometric height was determined by differential leveling
 CG0577.and adjusted in June 1991.
 CG0577
 CG0577.The geoid height was determined by GEOID03.
 CG0577
 CG0577.The dynamic height is computed by dividing the NAVD 88
 CG0577.geopotential number by the normal gravity value computed on the
 CG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0577.degrees latitude (g = 980.6199 gals.).
 CG0577
 CG0577.The modeled gravity was interpolated from observed gravity values.
 CG0577
 CG0577;                    North         East    Units  Estimated Accuracy
 CG0577;SPC AZ C     -    72,560.      294,260.      MT  (+/- 180 meters Scaled)
 CG0577
 CG0577                          SUPERSEDED SURVEY CONTROL
 CG0577
 CG0577  NGVD 29 (??/??/92)  993.913  (m)         3260.86   (f) ADJ UNCH    1 2
 CG0577
 CG0577.Superseded values are not recommended for survey control.
 CG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0577.See file dsdata.txt to determine how the superseded data were derived.
 CG0577
 CG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA939018(NAD 83)
 CG0577_MARKER: DR = REFERENCE MARK DISK
 CG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0577_STAMPING: SOP NO 2 1962
 CG0577_PROJECTION: PROJECTING 20 CENTIMETERS
 CG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0577+STABILITY: SURFACE MOTION
 CG0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0577+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0577
 CG0577  HISTORY     - Date     Condition        Report By
 CG0577  HISTORY     - 1962     MONUMENTED       CGS
 CG0577  HISTORY     - 1980     GOOD             NGS
 CG0577  HISTORY     - 20061022 GOOD             GEOCAC
 CG0577
 CG0577                          STATION DESCRIPTION
 CG0577
 CG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0577'5.4 MI S FROM AMADO.
 CG0577'5.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0577'THENCE WEST ACROSS COUNTRY 0.35 MILE TO THE TOP OF AN EAST-WEST RIDGE,
 CG0577'59.2 FEET WEST OF A METAL WITNESS POST, A STANDARD REFERENCE MARK DISK
 CG0577'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
 CG0577
 CG0577                          STATION RECOVERY (1980)
 CG0577
 CG0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0577'8.4 KILOMETERS (5.2 MILES) SOUTH ALONG INTERSTATE I-19 FROM THE
 CG0577'ARIVACA ROAD UNDERPASS AT AMADO, THENCE 0.2 KILOMETER (0.1 MILE)
 CG0577'WEST ALONG CHAVEZ SIDING ROAD, THENCE 0.5 KILOMETER (0.3 MILE)
 CG0577'WEST UP HILL ACROSS COUNTRY TO THE TOP OF A EAST-WEST RIDGE,
 CG0577'16.1 METERS (52.8 FEET) WEST OF STATION SOP, 26.6 METERS (87.3 FEET)
 CG0577'SOUTHWEST OF SOP RM 1.
 CG0577'THE MARK IS 18.1 METERS  W FROM A WITNESS POST.
 CG0577'THE MARK IS 27 M ABOVE THE HIGHWAY.
 CG0577
 CG0577                          STATION RECOVERY (2006)
 CG0577
 CG0577'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0577'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CG0577'31 39 07.20 (N)   111 03 50.94 (W)  (NAD 83).
 CG0577' 
 CG0577'TO REACH THE MARK FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO SOUTH
 CG0577'ON I-19 FOR 5.1 MILES TO THE CHAVEZ SIDING ROAD EXIT. TAKE THE EXIT
 CG0577'AND TURN RIGHT WEST ON CHAVEZ SIDING ROAD TO FRONTAGE ROAD. TURN LEFT
 CG0577'SOUTH ON FRONTAGE ROAD TO THE FIRST ROAD ON THE RIGHT WHICH IS A
 CG0577'PRIVATE ROAD   EL BURRO LANE.
 CG0577'TURN RIGHT WEST AND CROSS THE CATTLE GUARD ON EL BURRO LANE THEN TURN
 CG0577'RIGHT NORTH UP A ROUGH TRACK ROAD APPROXIMATELY 800 FEET TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0579 ***********************************************************************
 CG0579  DESIGNATION -  SOPORI
 CG0579  PID         -  CG0579
 CG0579  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0579  USGS QUAD   -  AMADO (1981)
 CG0579
 CG0579                         *CURRENT SURVEY CONTROL
 CG0579  ___________________________________________________________________
 CG0579* NAD 83(1992)-  31 38 48.79598(N)    111 04 01.26184(W)     ADJUSTED  
 CG0579* NAVD 88     -      1011.75   (+/-2cm)    3319.4    (feet)  VERTCON   
 CG0579  ___________________________________________________________________
 CG0579  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CG0579  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0579  HORZ ORDER  -  SECOND
 CG0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0579
 CG0579.The horizontal coordinates were established by classical geodetic methods
 CG0579.and adjusted by the National Geodetic Survey in August 1993.
 CG0579
 CG0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0579.The vertical order pertains to the NGVD 29 superseded value.
 CG0579
 CG0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0579
 CG0579.The geoid height was determined by GEOID03.
 CG0579
 CG0579;                    North         East     Units Scale Factor Converg.
 CG0579;SPC AZ C     -    72,030.055   293,945.495   MT  0.99998007   +0 26 45.0
 CG0579;SPC AZ C     -   236,319.08    964,388.11   iFT  0.99998007   +0 26 45.0
 CG0579;UTM  12      - 3,501,298.905   493,645.729   MT  0.99960050   -0 02 06.6
 CG0579
 CG0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0579!SPC AZ C     -   0.99984580  x   0.99998007  =   0.99982588
 CG0579!UTM  12      -   0.99984580  x   0.99960050  =   0.99944637
 CG0579
 CG0579:                Primary Azimuth Mark                     Grid Az
 CG0579:SPC AZ C     -  TUB                                      139 33 48.5
 CG0579:UTM  12      -  TUB                                      140 02 40.1
 CG0579
 CG0579|---------------------------------------------------------------------|
 CG0579| PID    Reference Object                     Distance      Geod. Az  |
 CG0579|                                                           dddmmss.s |
 CG0579| CG0584 TUB                                 APPROX. 1.5 KM 1400033.5 |
 CG0579| CG0580 24 1                                  5.857 METERS 24624     |
 CG0579| CG0578 SOPORI RM 1                          13.653 METERS 35905     |
 CG0579|---------------------------------------------------------------------|
 CG0579
 CG0579                          SUPERSEDED SURVEY CONTROL
 CG0579
 CG0579  NAD 83(1986)-  31 38 48.78572(N)    111 04 01.25857(W) AD(       ) 2
 CG0579  NAD 27      -  31 38 48.47050(N)    111 03 58.92230(W) AD(       ) 2
 CG0579  NGVD 29 (??/??/92) 1010.935  (m)         3316.71   (f) ADJ UNCH    2 0
 CG0579
 CG0579.Superseded values are not recommended for survey control.
 CG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0579.See file dsdata.txt to determine how the superseded data were derived.
 CG0579
 CG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9364601299(NAD 83)
 CG0579_MARKER: DB = BENCH MARK DISK
 CG0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0579_STAMPING: SOPORI 1962
 CG0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0579+STABILITY: SURFACE MOTION
 CG0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0579+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0579
 CG0579  HISTORY     - Date     Condition        Report By
 CG0579  HISTORY     - 1962     MONUMENTED       CGS
 CG0579  HISTORY     - 1962     GOOD             CGS
 CG0579  HISTORY     - 1979     GOOD             USGS
 CG0579  HISTORY     - 20020513 GOOD             INDIV
 CG0579  HISTORY     - 20061022 GOOD             GEOCAC
 CG0579
 CG0579                          STATION DESCRIPTION
 CG0579
 CG0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CG0579'THE STATION IS 5-1/2 MILES SOUTH OF THE PIMA-SANTA CRUZ COUNTY
 CG0579'LINE, 2-1/2 MILES NORTH-NORTHWEST OF TUBAC, 3/4 MILE WEST OF U.S.
 CG0579'HIGHWAY 89, NEAR THE CENTER OF SEC. 36, T 20 S, R 12 E, ON THE
 CG0579'SUMMIT OF AN EAST-WEST RIDGE WHICH DESCENDS FROM THE WEST TO THE
 CG0579'EAST TO THE SANTA CRUZ RIVER BOTTOM LANDS.
 CG0579'
 CG0579'TO REACH THE STATION FROM THE AMADO POST OFFICE, 0.1 MILE SOUTH
 CG0579'OF THE PIMA-SANTA CRUZ COUNTY LINE, DRIVE SOUTH ON U.S. HIGHWAY 89
 CG0579'FOR 4.65 MILES TO A MACADAM SURFACED SIDE ROAD ON THE RIGHT.
 CG0579'TURN RIGHT AND DRIVE WEST AND SOUTHWEST ON THE ROAD FOR 0.6 MILE
 CG0579'TO A BLADED SIDE ROAD ON THE RIGHT.  TURN RIGHT ONTO THE BLADED
 CG0579'ROAD, THENCE TURN RIGHT AGAIN AND DRIVE EAST ALONG THE RIDGE FOR
 CG0579'0.05 MILE TO THE STATION.
 CG0579'
 CG0579'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 CG0579'STAMPED SOPORI 1962.  THE SURFACE-STATION MARK IS SET IN THE TOP
 CG0579'OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 CG0579'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 6
 CG0579'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 CG0579'
 CG0579'REFERENCE MARK 1, A STANDARD DISK STAMPED SOPORI NO 1 1962, IS SET
 CG0579'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 CG0579'DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CG0579'IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 CG0579'
 CG0579'A U.S. ENGINEERS MARK WAS USED FOR REFERENCE MARK 2.  THE MARK,
 CG0579'A 3-INCH IN DIAMETER BRONZE DISK STAMPED 24 - 1 1960, IS CEMENTED
 CG0579'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 CG0579'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0579'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CG0579
 CG0579                          STATION RECOVERY (1962)
 CG0579
 CG0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CG0579'5.9 MI S FROM AMADO.
 CG0579'5.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0579'THENCE 0.85 MILE WEST ALONG AN OILED ROAD, ON TOP OF AN EAST-WEST
 CG0579'RIDGE, 5.3 FEET NORTHEAST OF A METAL WITNESS POST, A STANDARD STATION
 CG0579'MARK DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 CG0579'3 INCHES.
 CG0579
 CG0579                          STATION RECOVERY (1979)
 CG0579
 CG0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0579'AMADO POST OFFICE SOUTH 0.1 MILES, THENCE LEFT EAST 0.15 MILES,
 CG0579'THENCE RIGHT SOUTH ON I 19 FOR 5.4 MILES AND CHEVEZ SIDING
 CG0579'INTERCHANGE, THENCE RIGHT WEST 0.1 MILES THENCE LEFT SOUTH 0.05
 CG0579'MILES, THENCE RIGHT SOUTHWEST 0.5 MILES, THENCE NORTH ON FOOT TO
 CG0579'STATION MARK ON TOP OF RIGHT APPROX. 100 FEET.
 CG0579
 CG0579                          STATION RECOVERY (2002)
 CG0579
 CG0579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0579'RECOVERED AS DESCRIBED.
 CG0579
 CG0579                          STATION RECOVERY (2006)
 CG0579
 CG0579'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0579'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION AS
 CG0579'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION
 CG0579'MARK IS 5.5 FEET NORTHEAST OF A WITNESS POST.
 CG0579' 
 CG0579'TO REACH THE STATION FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO
 CG0579'SOUTH ON I-19 FOR 5.1 MILES TO THE CHAVEZ SIDING ROAD EXIT. TAKE THE
 CG0579'EXIT AND TURN RIGHT WEST ON CHAVEZ SIDING ROAD TO FRONTAGE ROAD. TURN
 CG0579'LEFT SOUTH ON FRONTAGE ROAD TO THE FIRST ROAD ON THE RIGHT WHICH IS A
 CG0579'PRIVATE ROAD   EL BURRO LANE.
 CG0579'TURN RIGHT WEST AND CROSS THE CATTLE GUARD AND FOLLOW EL BURRO LANE
 CG0579'APPROXIMATELY .5 MILES. THE STATION IS LOCATED ABOUT 200 FEET TO THE
 CG0579'NORTH UP THE LOW HILL. THE OWNER OF EL BURRO LANE CAN BE FOUND ANOTHER
 CG0579'.2 MILES DOWN THE ROAD IN THE BUILDING ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1087 ***********************************************************************
 CG1087  DESIGNATION -  SOPORI
 CG1087  PID         -  CG1087
 CG1087  STATE/COUNTY-  AZ/PIMA
 CG1087  USGS QUAD   -  AMADO (1981)
 CG1087
 CG1087                         *CURRENT SURVEY CONTROL
 CG1087  ___________________________________________________________________
 CG1087* NAD 83(2007)-  31 43 49.01284(N)    111 06 54.76713(W)     ADJUSTED  
 CG1087* NAVD 88     -       991.6    (meters)    3253.     (feet)  GPS OBS   
 CG1087  ___________________________________________________________________
 CG1087  EPOCH DATE  -        2007.00
 CG1087  X           -  -1,956,367.358 (meters)                     COMP
 CG1087  Y           -  -5,066,039.084 (meters)                     COMP
 CG1087  Z           -   3,335,537.056 (meters)                     COMP
 CG1087  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CG1087  ELLIP HEIGHT-         961.969 (meters)          (02/10/07) ADJUSTED
 CG1087  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CG1087
 CG1087  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1087  Type    PID    Designation                      North   East  Ellip
 CG1087  -------------------------------------------------------------------
 CG1087  NETWORK CG1087 SOPORI                            1.72   1.12   2.12
 CG1087  -------------------------------------------------------------------
 CG1087
 CG1087.The horizontal coordinates were established by GPS observations
 CG1087.and adjusted by the National Geodetic Survey in February 2007.
 CG1087
 CG1087.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1087.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1087.The horizontal coordinates are valid at the epoch date displayed above.
 CG1087.The epoch date for horizontal control is a decimal equivalence
 CG1087.of Year/Month/Day.
 CG1087
 CG1087.The orthometric height was determined by GPS observations and a
 CG1087.high-resolution geoid model.
 CG1087
 CG1087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1087
 CG1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1087
 CG1087.The ellipsoidal height was determined by GPS observations
 CG1087.and is referenced to NAD 83.
 CG1087
 CG1087.The geoid height was determined by GEOID03.
 CG1087
 CG1087;                    North         East     Units Scale Factor Converg.
 CG1087;SPC AZ C     -    81,241.772   289,306.241   MT  0.99997111   +0 25 17.5
 CG1087;SPC AZ C     -   266,541.25    949,167.46   iFT  0.99997111   +0 25 17.5
 CG1087;UTM  12      - 3,510,545.822   489,085.768   MT  0.99960147   -0 03 38.1
 CG1087
 CG1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1087!SPC AZ C     -   0.99984897  x   0.99997111  =   0.99982009
 CG1087!UTM  12      -   0.99984897  x   0.99960147  =   0.99945050
 CG1087
 CG1087|---------------------------------------------------------------------|
 CG1087| PID    Reference Object                     Distance      Geod. Az  |
 CG1087|                                                           dddmmss.s |
 CG1087| CH5455 SOPORI RM 2                          19.700 METERS 25114     |
 CG1087| CH5791 K 54                                               2633752.8 |
 CG1087| CH5454 SOPORI RM 1                          19.845 METERS 35420     |
 CG1087|---------------------------------------------------------------------|
 CG1087
 CG1087                          SUPERSEDED SURVEY CONTROL
 CG1087
 CG1087  ELLIP H (06/11/02)  961.994  (m)                       GP(       ) 4 2
 CG1087  NAD 83(1992)-  31 43 49.01491(N)    111 06 54.76557(W) AD(       ) 1
 CG1087  ELLIP H (08/23/93)  962.086  (m)                       GP(       ) 4 2
 CG1087  NAD 83(1986)-  31 43 49.00466(N)    111 06 54.76422(W) AD(       ) 1
 CG1087  NAD 27      -  31 43 48.69400(N)    111 06 52.42400(W) AD(       ) 1
 CG1087
 CG1087.Superseded values are not recommended for survey control.
 CG1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1087.See file dsdata.txt to determine how the superseded data were derived.
 CG1087
 CG1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA8908610546(NAD 83)
 CG1087_MARKER: DS = TRIANGULATION STATION DISK
 CG1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1087_SP_SET: CONCRETE POST
 CG1087_STAMPING: SOPORI 1935
 CG1087_MARK LOGO: CGS   
 CG1087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1087+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 CG1087
 CG1087  HISTORY     - Date     Condition        Report By
 CG1087  HISTORY     - 1935     MONUMENTED       CGS
 CG1087  HISTORY     - 1935     GOOD             CGS
 CG1087  HISTORY     - 1959     GOOD             CGS
 CG1087  HISTORY     - 19900706 GOOD             PIMACO
 CG1087  HISTORY     - 19910108 GOOD
 CG1087
 CG1087                          STATION DESCRIPTION
 CG1087
 CG1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1087'ABOUT 29 MILES, AIR LINE, NORTH-NORTHWEST OF NOGALES.  ABOUT
 CG1087'3-1/2 MILES, AIR LINE, WEST OF U.S. HIGHWAY NO. 89, AND ABOUT
 CG1087'0.2 MILE NORTH OF THE ARIVACA ROAD.  FROM KINGSLEY SERVICE STATION
 CG1087'AT ARIVACA JUNCTION ON U.S. HIGHWAY NO. 89, GO WEST ON THE ARIVACA
 CG1087'ROAD FOR 3.4 MILES (1.0 MILE WEST OF SECOND CATTLE GUARD), TURN
 CG1087'RIGHT, NORTH, ONTO DIM ROAD AND GO 0.2 MILE UP TO TOP OF LOW
 CG1087'RIDGE AND STATION.  STATION MARK IS LOCATED ABOUT 7 PACES EAST
 CG1087'OF ROAD.  MARKED BY A STANDARD BRONZE DISK AS DESCRIBED IN
 CG1087'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1087'IS 19.845 METERS (65.11 FEET) FROM STATION N 5 DEG
 CG1087'40 MIN W. REFERENCE MARK NO. 2, A STANDARD BRONZE
 CG1087'REFERENCE DISK, IS 19.700 METERS (64.63 FEET) FROM
 CG1087'STATION S 71 DEG 14 MIN W. AZIMUTH MARK (REFERENCE
 CG1087'MARK NO. 3), IS A U.S.  GEOLOGICAL SURVEY AND STATE SURVEY
 CG1087'DISK SET IN CONCRETE POST.  MARK IS STAMPED K 54 1934 AND IS
 CG1087'SEVEN-EIGHTHS OF A MILE FROM STATION S 83 DEG 37 MIN W.
 CG1087
 CG1087                          STATION RECOVERY (1935)
 CG1087
 CG1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CG1087'RECOVERED IN GOOD CONDITION.
 CG1087
 CG1087                          STATION RECOVERY (1959)
 CG1087
 CG1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1087'STATION WAS RECOVERED AND ALL THE MARKS FOUND IN GOOD CONDITION
 CG1087'AS DESCRIBED.
 CG1087'
 CG1087'REACHED FROM THE AMADO POST OFFICE, GO NORTH ON U.S. HIGHWAY 89 FOR
 CG1087'0.2 MILE TO THE KINGSLEY RANCH.  GO LEFT, WEST, ON THE ROAD THAT
 CG1087'IS JUST NORTH OF THE CAFE AND BAR, AND JUST SOUTH OF THE SERVICE
 CG1087'STATION.  FOLLOW THIS GRADED ROAD WEST FOR 3.2 MILES TO A DIM
 CG1087'TRACK ROAD ON THE RIGHT, NORTH.  TURN ONTO THIS TRACK ROAD, GO
 CG1087'NORTH, UP THE RIDGE, FOR 0.2 MILE TO THE STATION.
 CG1087
 CG1087                          STATION RECOVERY (1990)
 CG1087
 CG1087'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG1087'RECOVERED IN GOOD CONDITION.
 CG1087
 CG1087                          STATION RECOVERY (1991)
 CG1087
 CG1087'RECOVERED 1991
 CG1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0578 ***********************************************************************
 CG0578  DESIGNATION -  SOPORI RM 1
 CG0578  PID         -  CG0578
 CG0578  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0578  USGS QUAD   -  AMADO (1981)
 CG0578
 CG0578                         *CURRENT SURVEY CONTROL
 CG0578  ___________________________________________________________________
 CG0578* NAD 83(1986)-  31 38 48.     (N)    111 04 00.     (W)     SCALED    
 CG0578* NAVD 88     -      1010.70   (+/-2cm)    3315.9    (feet)  VERTCON   
 CG0578  ___________________________________________________________________
 CG0578  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0578
 CG0578.The horizontal coordinates were scaled from a topographic map and have
 CG0578.an estimated accuracy of +/- 6 seconds.
 CG0578
 CG0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0578.The vertical order pertains to the NGVD 29 superseded value.
 CG0578
 CG0578.The geoid height was determined by GEOID03.
 CG0578
 CG0578;                    North         East    Units  Estimated Accuracy
 CG0578;SPC AZ C     -    72,010.      293,980.      MT  (+/- 180 meters Scaled)
 CG0578
 CG0578                          SUPERSEDED SURVEY CONTROL
 CG0578
 CG0578  NGVD 29 (??/??/92) 1009.892  (m)         3313.29   (f) ADJ UNCH    2 0
 CG0578
 CG0578.Superseded values are not recommended for survey control.
 CG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0578.See file dsdata.txt to determine how the superseded data were derived.
 CG0578
 CG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA936012(NAD 83)
 CG0578_MARKER: DR = REFERENCE MARK DISK
 CG0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0578_STAMPING: SOPORI NO 1 1962
 CG0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0578+STABILITY: SURFACE MOTION
 CG0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0578+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0578
 CG0578  HISTORY     - Date     Condition        Report By
 CG0578  HISTORY     - 1962     MONUMENTED       CGS
 CG0578  HISTORY     - 20061022 GOOD             GEOCAC
 CG0578
 CG0578                          STATION DESCRIPTION
 CG0578
 CG0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0578'5.9 MI S FROM AMADO.
 CG0578'5.05 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0578'THENCE 0.85 MILE WEST ALONG AN OILED ROAD, ON THE TOP OF AN EAST-WEST
 CG0578'RIDGE, 49.7 FEET NORTHEAST OF A METAL WITNESS POST, A STANDARD
 CG0578'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 CG0578'WHICH PROJECTS 4 INCHES.
 CG0578
 CG0578                          STATION RECOVERY (2006)
 CG0578
 CG0578'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0578'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 CG0578'31 38 49.20 (N)   111 04 01.38 (W)  (NAD 83).
 CG0578' 
 CG0578'TO REACH THE STATION FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO
 CG0578'SOUTH ON I-19 FOR 5.1 MILES TO THE CHAVEZ SIDING ROAD EXIT. TAKE THE
 CG0578'EXIT AND TURN RIGHT WEST ON CHAVEZ SIDING ROAD TO FRONTAGE ROAD. TURN
 CG0578'LEFT SOUTH ON FRONTAGE ROAD TO THE FIRST ROAD ON THE RIGHT WHICH IS A
 CG0578'PRIVATE ROAD   EL BURRO LANE.
 CG0578'TURN RIGHT WEST AND CROSS THE CATTLE GUARD AND FOLLOW EL BURRO LANE
 CG0578'APPROXIMATELY .5 MILES. THE STATION IS LOCATED ABOUT 200 FEET TO THE
 CG0578'NORTH UP THE LOW HILL. THE OWNER OF EL BURRO LANE CAN BE FOUND ANOTHER
 CG0578'.2 MILES DOWN THE ROAD IN THE BUILDING ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1573 ***********************************************************************
 DA1573  DESIGNATION -  SORRY
 DA1573  PID         -  DA1573
 DA1573  STATE/COUNTY-  AZ/MARICOPA
 DA1573  USGS QUAD   -  BLACK GAP (1986)
 DA1573
 DA1573                         *CURRENT SURVEY CONTROL
 DA1573  ___________________________________________________________________
 DA1573* NAD 83(1992)-  32 51 36.70489(N)    112 45 57.47821(W)     ADJUSTED  
 DA1573* NAVD 88     -       271.02   (+/-2cm)     889.2    (feet)  VERTCON   
 DA1573  ___________________________________________________________________
 DA1573  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DA1573  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA1573  HORZ ORDER  -  SECOND
 DA1573  VERT ORDER  -  THIRD ? (See Below)
 DA1573
 DA1573.The horizontal coordinates were established by classical geodetic methods
 DA1573.and adjusted by the National Geodetic Survey in August 1993.
 DA1573
 DA1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1573.The vertical order pertains to the NGVD 29 superseded value.
 DA1573
 DA1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1573
 DA1573.The geoid height was determined by GEOID03.
 DA1573
 DA1573;                    North         East     Units Scale Factor Converg.
 DA1573;SPC AZ C     -   206,568.028   133,872.036   MT  0.99997788   -0 27 39.0
 DA1573;SPC AZ C     -   677,716.63    439,212.72   iFT  0.99997788   -0 27 39.0
 DA1573;UTM  12      - 3,637,170.387   334,760.273   MT  0.99993668   -0 57 30.3
 DA1573
 DA1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1573!SPC AZ C     -   0.99996235  x   0.99997788  =   0.99994024
 DA1573!UTM  12      -   0.99996235  x   0.99993668  =   0.99989904
 DA1573
 DA1573|---------------------------------------------------------------------|
 DA1573| PID    Reference Object                     Distance      Geod. Az  |
 DA1573|                                                           dddmmss.s |
 DA1573| CH5456 SORRY RM 1                           12.914 METERS 02421     |
 DA1573| DA1556 GAF                                 APPROX. 3.7 KM 0251133.7 |
 DA1573| DA1551 GILA BEND AFB WATER TANK            APPROX. 4.1 KM 0532428.3 |
 DA1573| CH5457 SORRY RM 2                           12.758 METERS 20514     |
 DA1573|---------------------------------------------------------------------|
 DA1573
 DA1573                          SUPERSEDED SURVEY CONTROL
 DA1573
 DA1573  NAD 83(1986)-  32 51 36.69811(N)    112 45 57.48334(W) AD(       ) 2
 DA1573  NAD 27      -  32 51 36.52600(N)    112 45 54.88228(W) AD(       ) 2
 DA1573  NGVD 29 (07/19/86)  270.42   (m)          887.2    (f) LEVELING    3  
 DA1573
 DA1573.Superseded values are not recommended for survey control.
 DA1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1573.See file dsdata.txt to determine how the superseded data were derived.
 DA1573
 DA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3476037170(NAD 83)
 DA1573_MARKER: DD = SURVEY DISK
 DA1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1573+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1573
 DA1573  HISTORY     - Date     Condition        Report By
 DA1573  HISTORY     - 1975     MONUMENTED       AZDT
 DA1573  HISTORY     - 20060128 GOOD             USPSQD
 DA1573  HISTORY     - 20060128 GOOD             USPSQD
 DA1573  HISTORY     - 20070603 GOOD             GEOCAC
 DA1573
 DA1573                          STATION DESCRIPTION
 DA1573
 DA1573'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1573'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF GILA BEND
 DA1573'ALONG THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1573'
 DA1573'THE STATION MARK IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1573'SORRY P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT
 DA1573'PROJECTING 0.3 FEET.  THE STATION IS 82 FEET WEST OF
 DA1573'CENTERLINE OF STATE ROUTE 85, 118 FEET EAST OF THE WEST
 DA1573'RIGHT-OF-WAY FENCE LINE AND 3 FEET EAST OF A WITNESS POST.
 DA1573'
 DA1573'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1573'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT ALONG
 DA1573'THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 42.4
 DA1573'FEET NORTH OF A WITNESS POST, 118 FEET EAST OF RIGHT-OF-WAY
 DA1573'FENCE AND 82 FEET WEST OF CENTERLINE OF HWY. 85.
 DA1573'
 DA1573'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED
 DA1573'RM 2 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT ALONG
 DA1573'THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.  THE MARK IS 41.9
 DA1573'FEET SOUTH OF A WITNESS POST, 118 FEET EAST OF RIGHT-OF-WAY
 DA1573'FENCE, 167 FEET NORTHEAST OF A UTILITY POLE 67 AND 82 FEET
 DA1573'WEST OF CENTERLINE OF HWY. 85.
 DA1573'
 DA1573'TO REACH THE STATION FROM MARTIN AVE AND U.S. 80 IN GILA
 DA1573'BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE AJO-STATE HWY. 85
 DA1573'TURNOFF.  FOLLOW THE RAMP UNDER I-8 OVERPASS AND CONTINUE
 DA1573'SOUTHERLY ON STATE ROUTE 85 TO MILE POST 6.88 (6.4 MILES) AND
 DA1573'THE STATION IN THE WEST RIGHT-OF-WAY.
 DA1573
 DA1573                          STATION RECOVERY (2006)
 DA1573
 DA1573'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1573'RECOVERED AS DESCRIBED.
 DA1573
 DA1573                          STATION RECOVERY (2006)
 DA1573
 DA1573'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1573'RECOVERED AS DESCRIBED.
 DA1573
 DA1573                          STATION RECOVERY (2007)
 DA1573
 DA1573'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1887 ***********************************************************************
 CZ1887  DESIGNATION -  SOTAL
 CZ1887  PID         -  CZ1887
 CZ1887  STATE/COUNTY-  AZ/PINAL
 CZ1887  USGS QUAD   -  CAMPO BONITO (1972)
 CZ1887
 CZ1887                         *CURRENT SURVEY CONTROL
 CZ1887  ___________________________________________________________________
 CZ1887* NAD 83(1992)-  32 35 40.50818(N)    110 43 43.87573(W)     ADJUSTED  
 CZ1887* NAVD 88     -      1383.5    (meters)    4539.     (feet)  VERTCON   
 CZ1887  ___________________________________________________________________
 CZ1887  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CZ1887  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CZ1887  HORZ ORDER  -  SECOND
 CZ1887
 CZ1887.The horizontal coordinates were established by classical geodetic methods
 CZ1887.and adjusted by the National Geodetic Survey in August 1993.
 CZ1887
 CZ1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1887
 CZ1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1887
 CZ1887.The geoid height was determined by GEOID03.
 CZ1887
 CZ1887;                    North         East     Units Scale Factor Converg.
 CZ1887;SPC AZ C     -   177,417.901   324,861.989   MT  1.00005326   +0 38 23.7
 CZ1887;SPC AZ C     -   582,079.73  1,065,820.17   iFT  1.00005326   +0 38 23.7
 CZ1887;UTM  12      - 3,606,376.557   525,444.541   MT  0.99960798   +0 08 45.8
 CZ1887
 CZ1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1887!SPC AZ C     -   0.99978722  x   1.00005326  =   0.99984047
 CZ1887!UTM  12      -   0.99978722  x   0.99960798  =   0.99939528
 CZ1887
 CZ1887|---------------------------------------------------------------------|
 CZ1887| PID    Reference Object                     Distance      Geod. Az  |
 CZ1887|                                                           dddmmss.s |
 CZ1887| CC8280 SOTAL RM 1                           49.737 METERS 17621     |
 CZ1887| CR7600 SOTAL RM 2                            5.376 METERS 18012     |
 CZ1887| CZ1893 ORACLE HILL                         APPROX. 3.9 KM 2654914.0 |
 CZ1887|---------------------------------------------------------------------|
 CZ1887
 CZ1887                          SUPERSEDED SURVEY CONTROL
 CZ1887
 CZ1887  NAD 83(1986)-  32 35 40.50511(N)    110 43 43.87123(W) AD(       ) 2
 CZ1887  NAD 27      -  32 35 40.24891(N)    110 43 41.51198(W) AD(       ) 2
 CZ1887  NGVD 29 (07/19/86) 1382.7    (m)         4536.     (f) VERT ANG    3  
 CZ1887
 CZ1887.Superseded values are not recommended for survey control.
 CZ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1887.See file dsdata.txt to determine how the superseded data were derived.
 CZ1887
 CZ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2544506377(NAD 83)
 CZ1887_MARKER: DD = SURVEY DISK
 CZ1887_SETTING: 80 = SET IN A BOULDER
 CZ1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1887+STABILITY: SURFACE MOTION
 CZ1887
 CZ1887  HISTORY     - Date     Condition        Report By
 CZ1887  HISTORY     - 1946     MONUMENTED       USGS
 CZ1887  HISTORY     - 1977     GOOD             USGS
 CZ1887
 CZ1887                          STATION DESCRIPTION
 CZ1887
 CZ1887'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1887'LOCATED ABOUT 3 MI SE. OF ORACLE.  ABOUT 200 FT N. OF MT. LEMON
 CZ1887'RD., ON HIGHEST POINT OF SHARP ROCKY HILL.
 CZ1887'
 CZ1887'TO REACH FROM ORACLE POST OFFICE, DRIVE 3.2 MI S. ON MT. LEMON
 CZ1887'RD. TO STATION ON LEFT.
 CZ1887'
 CZ1887'STATION MARK--STANDARD TABLET STAMPED---SOTAL 1946---, SET IN ROCK.
 CZ1887'
 CZ1887'RM 1--STANDARD BM TABLET STAMPED---4503 NOGLS RESET 1946---, SET IN
 CZ1887'5-INCH PIPE, 28 FT N. OF CENTER OF RD.  ELEVATION 4514.4 PAINTED
 CZ1887'ON SIDE OF PIPE.
 CZ1887'
 CZ1887'RM 2--STANDARD RM TABLET STAMPED---SOTAL NO 2 1946---, SET IN ROCK.
 CZ1887
 CZ1887                          STATION RECOVERY (1977)
 CZ1887
 CZ1887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (TT)
 CZ1887'THE STATION IS ABOUT 3 MILES SOUTHEAST OF ORACLE ON A SHARP
 CZ1887'ROCKY HILL ABOUT 200 FEET NORTH OF MT. LEMON RD.
 CZ1887'
 CZ1887'THE STATION IS A STANDARD U.S.G.S. DISK STAMPED SOTOL 1946
 CZ1887'AND IS SET IN A SMALL BOULDER OUTCROP AT HIGHEST POINT OF HILL.
 CZ1887'
 CZ1887'REFERENCE MARK 1 IS A STANDARD USGS BENCH MARK DISK STAMPED
 CZ1887'NOGLS 1946 RESET 1946 4503 AND IS SET IN A 5 INCH DIAMETER
 CZ1887'CONCRETE MONUMENT PROJECTING 1.4 FEET AND IS MARKED WITH A
 CZ1887'WOODEN STAFF.  THE DISK IS BADLY BEATEN BUT IN FIRM CONDITION
 CZ1887'AND IS LOCATED 30 FEET NORTH OF DIRT ROAD LEADING TO
 CZ1887'TRIANGULATION STATION, ABOUT 58 PACES SOUTHWEST OF THE STATION
 CZ1887'MARK AND ABOUT 30 FEET LOWER.
 CZ1887'
 CZ1887'TO REACH THE STATION FROM THE POST OFFICE IN ORACLE, DRIVE SOUTH
 CZ1887'ON THE MT. LEMMON RD. FOR 3.2 MILES TO A FORK LEFT (NE), TAKE
 CZ1887'DIRT ROAD LEFT FOR 50 YARDS TO REFERENCE MARK 1, LEFT, CONTINUE
 CZ1887'ON DIRT ROAD AROUND HILL AND TO THE TOP AND THE STATION.
 CZ1887'
 CZ1887'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1114 ***********************************************************************
 FS1114  DESIGNATION -  SOTO
 FS1114  PID         -  FS1114
 FS1114  STATE/COUNTY-  AZ/MOHAVE
 FS1114  USGS QUAD   -  MT MANCHESTER (1983)
 FS1114
 FS1114                         *CURRENT SURVEY CONTROL
 FS1114  ___________________________________________________________________
 FS1114* NAD 83(1992)-  35 00 00.25801(N)    114 37 50.83746(W)     ADJUSTED  
 FS1114* NAVD 88     -       150.0    (meters)     492.     (feet)  VERTCON   
 FS1114  ___________________________________________________________________
 FS1114  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FS1114  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FS1114  HORZ ORDER  -  SECOND
 FS1114
 FS1114.The horizontal coordinates were established by classical geodetic methods
 FS1114.and adjusted by the National Geodetic Survey in August 1993.
 FS1114
 FS1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1114
 FS1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1114
 FS1114.The geoid height was determined by GEOID03.
 FS1114
 FS1114;                    North         East     Units Scale Factor Converg.
 FS1114;SPC AZ W     -   443,951.436   132,958.797   MT  1.00001298   -0 30 18.8
 FS1114;SPC AZ W     - 1,456,533.58    436,216.53   iFT  1.00001298   -0 30 18.8
 FS1114;SPC CA 5     -   671,550.264 2,307,490.269   MT  0.99993154   +1 55 13.8
 FS1114;SPC CA 5     - 2,203,244.49  7,570,490.99   sFT  0.99993154   +1 55 13.8
 FS1114;SPC NV E     - 8,028,154.332   286,948.714   MT  0.99999315   +0 32 47.0
 FS1114;SPC NV E     -26,339,036.34    941,430.91   sFT  0.99999315   +0 32 47.0
 FS1114;UTM  11      - 3,875,615.948   716,215.560   MT  1.00017620   +1 21 34.0
 FS1114
 FS1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1114!SPC AZ W     -   0.99998125  x   1.00001298  =   0.99999423
 FS1114!SPC CA 5     -   0.99998125  x   0.99993154  =   0.99991279
 FS1114!SPC NV E     -   0.99998125  x   0.99999315  =   0.99997440
 FS1114!UTM  11      -   0.99998125  x   1.00017620  =   1.00015744
 FS1114
 FS1114|---------------------------------------------------------------------|
 FS1114| PID    Reference Object                     Distance      Geod. Az  |
 FS1114|                                                           dddmmss.s |
 FS1114| CC6510 SOTO RM 1                            24.701 METERS 01520     |
 FS1114| CC6511 SOTO RM 2                            18.937 METERS 12739     |
 FS1114| CC6509 SOTO AZ MK                                         3353000.0 |
 FS1114|---------------------------------------------------------------------|
 FS1114
 FS1114                          SUPERSEDED SURVEY CONTROL
 FS1114
 FS1114  NAD 83(1986)-  35 00 00.26605(N)    114 37 50.83792(W) AD(       ) 2
 FS1114  NAD 27      -  35 00 00.25982(N)    114 37 47.96326(W) AD(       ) 2
 FS1114  NGVD 29 (07/19/86)  149.3    (m)          490.     (f) VERT ANG    3  
 FS1114
 FS1114.Superseded values are not recommended for survey control.
 FS1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1114.See file dsdata.txt to determine how the superseded data were derived.
 FS1114
 FS1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1621675616(NAD 83)
 FS1114_MARKER: DS = TRIANGULATION STATION DISK
 FS1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FS1114
 FS1114  HISTORY     - Date     Condition        Report By
 FS1114  HISTORY     - 1964     MONUMENTED       CGS
 FS1114
 FS1114                          STATION DESCRIPTION
 FS1114
 FS1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FS1114'THE STATION IS ABOUT 11 MILES NORTH OF NEEDLES, CALIFORNIA,
 FS1114'NEAR THE STATE BOUNDARIES OF CALIFORNIA, NEVADA AND ARIZONA,
 FS1114'AND ON THE EAST BANK OF THE COLORADO RIVER.
 FS1114'
 FS1114'TO REACH THE STATION FROM THE INTERSECTION OF FRONT AND H
 FS1114'STREET AT THE NORTHWEST CORNER OF THE CITY HALL IN NEEDLES,
 FS1114'CALIFORNIA, GO NORTH ON H STREET, CROSSING THE SANTA FE RAILROAD,
 FS1114'FOR 0.15 MILE TO A T-ROAD AND A GOLF COURSE ON THE NORTH SIDE
 FS1114'OF THE INTERSECTION.  TURN RIGHT AND GO EASTERLY ON A PAVED
 FS1114'ROAD FOR 0.4 MILE, THEN BEAR RIGHT AND GO SOUTH FOR 1.0 MILE
 FS1114'TO A BRIDGE OVER THE COLORADO RIVER.  CONTINUE AHEAD, CROSSING
 FS1114'THE BRIDGE FOR 0.1 MILE TO A T-ROAD.  TURN LEFT AND GO
 FS1114'NORTHWEST ON A PAVED ROAD FOR 1.0 MILE TO A ROAD FORK.  BEAR
 FS1114'RIGHT AND GO NORTH ON THE PAVED ROAD FOR 8.2 MILES TO A
 FS1114'CROSSROAD, A SIGN OATMAN - DAVIS DAM IS ON THE RIGHT.
 FS1114'TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 1.6 MILES TO
 FS1114'A ROAD FORK.  BEAR RIGHT AND GO NORTHWEST ON A GRAVEL ROAD
 FS1114'FOR 0.45 MILE TO A LEVEE ROAD.  TURN RIGHT AND GO NORTH
 FS1114'ON THE LEVEE ROAD FOR 1.8 MILES TO A SIDE ROAD ON THE
 FS1114'LEFT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO A T-ROAD ON
 FS1114'THE EAST RIVER BANK.  TURN RIGHT AND GO NORTH ON THE EAST
 FS1114'BANK RIVER ROAD FOR 0.1 MILE TO A TURN-OUT ON THE RIGHT
 FS1114'AND THE STATION ON THE RIGHT.
 FS1114'
 FS1114'STATION MARKS ARE STANDARD DISKS STAMPED SOTO 1964.  THE
 FS1114'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 FS1114'3 INCHES.  IT IS 36 FEET EAST OF THE CENTER OF THE ROAD AND
 FS1114'3.5 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 FS1114'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 FS1114'THE SURFACE OF THE GROUND.
 FS1114'
 FS1114'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SOTO NO 1 1964,
 FS1114'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 FS1114'IS 84 FEET EAST OF THE CENTER OF THE ROAD AND ABOUT 4 FEET
 FS1114'LOWER IN ELEVATION THAN THE STATION.
 FS1114'
 FS1114'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SOTO NO 2
 FS1114'1964, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 FS1114'IT IS 68 FEET EAST OF THE CENTER OF THE ROAD AND ABOUT 4
 FS1114'FEET LOWER IN ELEVATION THAN THE STATION.
 FS1114'
 FS1114'AZIMUTH MARK, A STANDARD DISK STAMPED SOTO 1964, IS SET IN
 FS1114'A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 57
 FS1114'FEET EAST OF A GRAVEL ROAD, 2.5 FEET EAST OF A METAL WITNESS
 FS1114'POST AND AT THE NORTH EDGE OF A WIDE TURN-OUT ON THE EAST
 FS1114'SIDE OF THE ROAD.
 FS1114'
 FS1114'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 FS1114'GRAVEL ROAD ALONG THE EAST SIDE OF THE RIVER FOR 0.3 MILE
 FS1114'TO THE AZIMUTH MARK ON THE RIGHT.
 FS1114'
 FS1114'NOTE--REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE
 FS1114'USING 7 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0646 ***********************************************************************
 GP0646  DESIGNATION -  SOUR
 GP0646  PID         -  GP0646
 GP0646  STATE/COUNTY-  AZ/COCONINO
 GP0646  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0646
 GP0646                         *CURRENT SURVEY CONTROL
 GP0646  ___________________________________________________________________
 GP0646* NAD 83(1992)-  36 23 31.24501(N)    110 53 29.23840(W)     ADJUSTED  
 GP0646* NAVD 88     -      1746.7    (meters)    5731.     (feet)  VERTCON   
 GP0646  ___________________________________________________________________
 GP0646  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 GP0646  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GP0646  HORZ ORDER  -  SECOND
 GP0646
 GP0646.The horizontal coordinates were established by classical geodetic methods
 GP0646.and adjusted by the National Geodetic Survey in August 1993.
 GP0646
 GP0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0646
 GP0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0646
 GP0646.The geoid height was determined by GEOID03.
 GP0646
 GP0646;                    North         East     Units Scale Factor Converg.
 GP0646;SPC AZ C     -   598,495.497   305,329.478   MT  1.00000418   +0 36 29.9
 GP0646;SPC AZ C     - 1,963,567.90  1,001,737.13   iFT  1.00000418   +0 36 29.9
 GP0646;UTM  12      - 4,027,435.266   509,734.249   MT  0.99960117   +0 03 51.8
 GP0646
 GP0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0646!SPC AZ C     -   0.99972938  x   1.00000418  =   0.99973356
 GP0646!UTM  12      -   0.99972938  x   0.99960117  =   0.99933066
 GP0646
 GP0646:                Primary Azimuth Mark                     Grid Az
 GP0646:SPC AZ C     -  POST                                     069 30 14.2
 GP0646:UTM  12      -  POST                                     070 02 52.3
 GP0646
 GP0646|---------------------------------------------------------------------|
 GP0646| PID    Reference Object                     Distance      Geod. Az  |
 GP0646|                                                           dddmmss.s |
 GP0646| GP0642 POST                                APPROX. 8.8 KM 0700644.1 |
 GP0646| CD4898 SOUR RM 2                            11.915 METERS 08712     |
 GP0646| CD4897 SOUR RM 1                            13.110 METERS 33816     |
 GP0646|---------------------------------------------------------------------|
 GP0646
 GP0646                          SUPERSEDED SURVEY CONTROL
 GP0646
 GP0646  NAD 83(1986)-  36 23 31.24524(N)    110 53 29.23639(W) AD(       ) 2
 GP0646  NAD 27      -  36 23 31.27335(N)    110 53 26.71376(W) AD(       ) 2
 GP0646  NGVD 29 (07/19/86) 1745.7    (m)         5727.     (f) VERT ANG    3  
 GP0646
 GP0646.Superseded values are not recommended for survey control.
 GP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0646.See file dsdata.txt to determine how the superseded data were derived.
 GP0646
 GP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF0973427435(NAD 83)
 GP0646_MARKER: DD = SURVEY DISK
 GP0646_SETTING: 0 = UNSPECIFIED SETTING
 GP0646
 GP0646  HISTORY     - Date     Condition        Report By
 GP0646  HISTORY     - 1970     MONUMENTED       USGS
 GP0646
 GP0646                          STATION DESCRIPTION
 GP0646
 GP0646'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0646'RM 1, TO RM 2, NOT MEASURED.
 GP0646'
 GP0646'INSTRUMENT TRIPOD 5.4 FT ABOVE STATION MARK.
 GP0646'
 GP0646'LOCATED ABOUT 42.0 MI (AIRLINE) SW. OF KAYENTA.  ABOUT 26.0 MI NE.
 GP0646'OF TUBA CITY. ABOUT 20.0 MI SW. OF SHONTO.  ON TOP OF A FLAT AREA.
 GP0646'
 GP0646'TO REACH FROM THE POST OFFICE AT TONALEA GO NE. ALONG HIGHWAY 164
 GP0646'TOWARD KAYENTA FOR 5.3 MI TO DIRT RD. ON THE LEFT.  TURN LEFT ON
 GP0646'DIRT RD. FOR 0.75 MI TO TOP OF FLAT AREA.  STATION MARK IS ABOUT
 GP0646'180 FT TO THE LEFT.
 GP0646'
 GP0646'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED SOUR 1970
 GP0646'SET IN CONCRETE POST.
 GP0646'
 GP0646'UNDERGROUND MARK--A STANDARD ALUMINUM TABLET NOT STAMPED, SET 3.0
 GP0646'FT BELOW STATION MARK.
 GP0646'
 GP0646'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED NO 1 1970
 GP0646'SET IN CONCRETE POST.
 GP0646'
 GP0646'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED NO 2 1970
 GP0646'SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5919 ***********************************************************************
 DJ5919  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5919  DESIGNATION -  SOUTH 107
 DJ5919  PID         -  DJ5919
 DJ5919  STATE/COUNTY-  AZ/MARICOPA
 DJ5919  USGS QUAD   -  TOLLESON (1982)
 DJ5919
 DJ5919                         *CURRENT SURVEY CONTROL
 DJ5919  ___________________________________________________________________
 DJ5919* NAD 83(2007)-  33 23 27.54155(N)    112 17 20.84789(W)     ADJUSTED  
 DJ5919* NAVD 88     -       290.76   (meters)     953.9    (feet)  GPS OBS   
 DJ5919  ___________________________________________________________________
 DJ5919  EPOCH DATE  -        2007.00
 DJ5919  X           -  -2,021,925.978 (meters)                     COMP
 DJ5919  Y           -  -4,932,631.638 (meters)                     COMP
 DJ5919  Z           -   3,490,388.586 (meters)                     COMP
 DJ5919  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 DJ5919  ELLIP HEIGHT-         260.500 (meters)          (03/21/07) ADJUSTED
 DJ5919  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DJ5919  HORZ ORDER  -  FIRST
 DJ5919  ELLP ORDER  -  FOURTH    CLASS I
 DJ5919
 DJ5919.The horizontal coordinates were established by GPS observations
 DJ5919.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5919
 DJ5919.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5919.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5919.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5919.The epoch date for horizontal control is a decimal equivalence
 DJ5919.of Year/Month/Day.
 DJ5919
 DJ5919.The orthometric height was determined by GPS observations and a
 DJ5919.high-resolution geoid model.
 DJ5919.The orthometric height was determined by GPS observations and a
 DJ5919.high-resolution geoid model using precise GPS observation and
 DJ5919.processing techniques.
 DJ5919
 DJ5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5919
 DJ5919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5919
 DJ5919.The ellipsoidal height was determined by GPS observations
 DJ5919.and is referenced to NAD 83.
 DJ5919
 DJ5919.The geoid height was determined by GEOID03.
 DJ5919
 DJ5919;                    North         East     Units Scale Factor Converg.
 DJ5919;SPC AZ C     -   265,172.393   178,710.327   MT  0.99991480   -0 12 17.9
 DJ5919;SPC AZ C     -   869,988.17    586,319.97   iFT  0.99991480   -0 12 17.9
 DJ5919;UTM  12      - 3,695,375.181   380,105.298   MT  0.99977722   -0 42 34.4
 DJ5919
 DJ5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5919!SPC AZ C     -   0.99995910  x   0.99991480  =   0.99987391
 DJ5919!UTM  12      -   0.99995910  x   0.99977722  =   0.99973633
 DJ5919
 DJ5919                          SUPERSEDED SURVEY CONTROL
 DJ5919
 DJ5919.No superseded survey control is available for this station.
 DJ5919
 DJ5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8010595375(NAD 83)
 DJ5919_MARKER: I = METAL ROD
 DJ5919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5919_STAMPING: SOUTH 107
 DJ5919_MARK LOGO: NGS   
 DJ5919_PROJECTION: RECESSED 5 CENTIMETERS
 DJ5919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5919+STABILITY: POSITION/ELEVATION WELL
 DJ5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5919+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5919_ROD/PIPE-DEPTH: 4.6  meters
 DJ5919_SLEEVE-DEPTH  : 1 meters
 DJ5919
 DJ5919  HISTORY     - Date     Condition        Report By
 DJ5919  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5919
 DJ5919                          STATION DESCRIPTION
 DJ5919
 DJ5919'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5919'FROM THE 107TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5919'ON 107TH AVENUE, 7.7KM, TO SOUTHERN AVENUE.  CONTINUE SOUTH ON 107TH
 DJ5919'AVENUE, 110M, TO STATION ON THE WEST.  STATION IS MARKED BY A 9/16IN
 DJ5919'STEEL ROD DRIVEN TO REFUSAL (4.6M), ENCASED IN A 1 INCH GREASE FILLED
 DJ5919'PVC SLEEVE, ENCLOSED IN A 5 INCH PVC PIPE WITH AN ALUMINUM NGS LOGO
 DJ5919'CAP STAMPED SOUTH 107, SURROUNDED BY A CONCRETE COLLAR, FLUSH WITH THE
 DJ5919'GROUND.  STATION IS 15.5M WEST OF THE CENTERLINE OF 107TH AVENUE, 3.2M
 DJ5919'EAST OF CENTERLINE CONCRETE DITCH AND 1.5M EAST OF CARSONITE WITNESS
 DJ5919'MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5918 ***********************************************************************
 DJ5918  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5918  DESIGNATION -  SOUTH 115
 DJ5918  PID         -  DJ5918
 DJ5918  STATE/COUNTY-  AZ/MARICOPA
 DJ5918  USGS QUAD   -  TOLLESON (1982)
 DJ5918
 DJ5918                         *CURRENT SURVEY CONTROL
 DJ5918  ___________________________________________________________________
 DJ5918* NAD 83(2007)-  33 23 29.72038(N)    112 18 22.72302(W)     ADJUSTED  
 DJ5918* NAVD 88     -       288.59   (meters)     946.8    (feet)  GPS OBS   
 DJ5918  ___________________________________________________________________
 DJ5918  EPOCH DATE  -        2007.00
 DJ5918  X           -  -2,023,390.857 (meters)                     COMP
 DJ5918  Y           -  -4,931,989.011 (meters)                     COMP
 DJ5918  Z           -   3,490,443.431 (meters)                     COMP
 DJ5918  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DJ5918  ELLIP HEIGHT-         258.313 (meters)          (03/21/07) ADJUSTED
 DJ5918  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DJ5918  HORZ ORDER  -  FIRST
 DJ5918  ELLP ORDER  -  FOURTH    CLASS I
 DJ5918
 DJ5918.The horizontal coordinates were established by GPS observations
 DJ5918.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5918
 DJ5918.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5918.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5918.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5918.The epoch date for horizontal control is a decimal equivalence
 DJ5918.of Year/Month/Day.
 DJ5918
 DJ5918.The orthometric height was determined by GPS observations and a
 DJ5918.high-resolution geoid model.
 DJ5918.The orthometric height was determined by GPS observations and a
 DJ5918.high-resolution geoid model using precise GPS observation and
 DJ5918.processing techniques.
 DJ5918
 DJ5918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5918
 DJ5918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5918
 DJ5918.The ellipsoidal height was determined by GPS observations
 DJ5918.and is referenced to NAD 83.
 DJ5918
 DJ5918.The geoid height was determined by GEOID03.
 DJ5918
 DJ5918;                    North         East     Units Scale Factor Converg.
 DJ5918;SPC AZ C     -   265,245.366   177,111.615   MT  0.99991619   -0 12 52.0
 DJ5918;SPC AZ C     -   870,227.58    581,074.85   iFT  0.99991619   -0 12 52.0
 DJ5918;UTM  12      - 3,695,462.219   378,507.509   MT  0.99978198   -0 43 08.5
 DJ5918
 DJ5918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5918!SPC AZ C     -   0.99995945  x   0.99991619  =   0.99987564
 DJ5918!UTM  12      -   0.99995945  x   0.99978198  =   0.99974144
 DJ5918
 DJ5918                          SUPERSEDED SURVEY CONTROL
 DJ5918
 DJ5918.No superseded survey control is available for this station.
 DJ5918
 DJ5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7850895462(NAD 83)
 DJ5918_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5918_STAMPING: SOUTH 115 2006
 DJ5918_MARK LOGO: NGS   
 DJ5918_PROJECTION: FLUSH
 DJ5918_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5918+STABILITY: SURFACE MOTION
 DJ5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5918+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5918
 DJ5918  HISTORY     - Date     Condition        Report By
 DJ5918  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5918
 DJ5918                          STATION DESCRIPTION
 DJ5918
 DJ5918'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5918'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5918'SOUTH ON AVONDALE BOULEVARD, 7.5 KM TO SOUTHERN AVENUE.  MARK IS A NGS
 DJ5918'HORIZONTAL CONTROL DISK, STAMPED SOUTH 115 2006, IN A CONCRETE POST,
 DJ5918'LEVEL WITH GROUND.  STATION IS 17.5M WEST OF THE CENTERLINE OF
 DJ5918'AVONDALE BOULEVARD, 1.5M SOUTH OF IRRIGATION STRUCTURE, 3.5M EAST OF
 DJ5918'CENTERLINE OF CONCRETE IRRIGATION DITCH, AND 1.5M E OF CARSONITE
 DJ5918'WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5916 ***********************************************************************
 DJ5916  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5916  DESIGNATION -  SOUTH 127
 DJ5916  PID         -  DJ5916
 DJ5916  STATE/COUNTY-  AZ/MARICOPA
 DJ5916  USGS QUAD   -  TOLLESON (1982)
 DJ5916
 DJ5916                         *CURRENT SURVEY CONTROL
 DJ5916  ___________________________________________________________________
 DJ5916* NAD 83(2007)-  33 23 30.50049(N)    112 19 54.64914(W)     ADJUSTED  
 DJ5916* NAVD 88     -       284.73   (meters)     934.2    (feet)  GPS OBS   
 DJ5916  ___________________________________________________________________
 DJ5916  EPOCH DATE  -        2007.00
 DJ5916  X           -  -2,025,582.444 (meters)                     COMP
 DJ5916  Y           -  -4,931,071.532 (meters)                     COMP
 DJ5916  Z           -   3,490,461.370 (meters)                     COMP
 DJ5916  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DJ5916  ELLIP HEIGHT-         254.445 (meters)          (03/21/07) ADJUSTED
 DJ5916  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DJ5916  HORZ ORDER  -  FIRST
 DJ5916  ELLP ORDER  -  FOURTH    CLASS I
 DJ5916
 DJ5916.The horizontal coordinates were established by GPS observations
 DJ5916.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5916
 DJ5916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5916.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5916.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5916.The epoch date for horizontal control is a decimal equivalence
 DJ5916.of Year/Month/Day.
 DJ5916
 DJ5916.The orthometric height was determined by GPS observations and a
 DJ5916.high-resolution geoid model.
 DJ5916.The orthometric height was determined by GPS observations and a
 DJ5916.high-resolution geoid model using precise GPS observation and
 DJ5916.processing techniques.
 DJ5916
 DJ5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5916
 DJ5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5916
 DJ5916.The ellipsoidal height was determined by GPS observations
 DJ5916.and is referenced to NAD 83.
 DJ5916
 DJ5916.The geoid height was determined by GEOID03.
 DJ5916
 DJ5916;                    North         East     Units Scale Factor Converg.
 DJ5916;SPC AZ C     -   265,278.581   174,736.192   MT  0.99991839   -0 13 42.6
 DJ5916;SPC AZ C     -   870,336.55    573,281.47   iFT  0.99991839   -0 13 42.6
 DJ5916;UTM  12      - 3,695,516.344   376,132.783   MT  0.99978916   -0 43 59.1
 DJ5916
 DJ5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5916!SPC AZ C     -   0.99996006  x   0.99991839  =   0.99987845
 DJ5916!UTM  12      -   0.99996006  x   0.99978916  =   0.99974922
 DJ5916
 DJ5916                          SUPERSEDED SURVEY CONTROL
 DJ5916
 DJ5916.No superseded survey control is available for this station.
 DJ5916
 DJ5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7613395516(NAD 83)
 DJ5916_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5916_STAMPING: NO STAMPING
 DJ5916_MARK LOGO: AZ-013
 DJ5916_PROJECTION: RECESSED 12 CENTIMETERS
 DJ5916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5916+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5916
 DJ5916  HISTORY     - Date     Condition        Report By
 DJ5916  HISTORY     - UNK      MONUMENTED       AZ-013
 DJ5916  HISTORY     - 20061101 GOOD             EVANS
 DJ5916
 DJ5916                          STATION DESCRIPTION
 DJ5916
 DJ5916'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5916'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5916'SOUTH ON AVONDALE BOULEVARD, 7.5 KM TO SOUTHERN AVENUE.  TRAVEL WEST
 DJ5916'ON SOUTHERN AVENUE, 2.4KM TO THE STATION AT THE ROAD CENTERLINE.
 DJ5916'STATION IS MARKED BY A MARICOPA HIGHWAY DEPARTMENT BRASS DISK, NO
 DJ5916'STAMPING, RECESSED 12CM IN AN ASPHALT POT HOLE.  STATION IS SOUTH OF
 DJ5916'THE CENTERLINE OF A DRIVEWAY ON THE NORTH SIDE OF SOUTHERN AVENUE, 11M
 DJ5916'EAST OF A POWER LINE CROSSING AND 4M NORTH OF THE EDGE OF PAVEMENT.
 DJ5916'(GDACS CORNER 54103-1)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1862 ***********************************************************************
 GR1862  DESIGNATION -  SOUTH BASE
 GR1862  PID         -  GR1862
 GR1862  STATE/COUNTY-  AZ/MOHAVE
 GR1862  USGS QUAD   -  HOOVER DAM (1997)
 GR1862
 GR1862                         *CURRENT SURVEY CONTROL
 GR1862  ___________________________________________________________________
 GR1862* NAD 83(1992)-  36 00 47.17222(N)    114 44 18.40603(W)     ADJUSTED  
 GR1862* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 GR1862  ___________________________________________________________________
 GR1862  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GR1862  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1862  HORZ ORDER  -  SECOND
 GR1862
 GR1862.The horizontal coordinates were established by classical geodetic methods
 GR1862.and adjusted by the National Geodetic Survey in August 1993.
 GR1862
 GR1862.The orthometric height was scaled from a topographic map.
 GR1862
 GR1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1862
 GR1862.The geoid height was determined by GEOID03.
 GR1862
 GR1862;                    North         East     Units Scale Factor Converg.
 GR1862;SPC AZ W     -   556,437.150   124,257.362   MT  1.00003113   -0 34 52.4
 GR1862;SPC AZ W     - 1,825,581.20    407,668.51   iFT  1.00003113   -0 34 52.4
 GR1862;SPC NV E     - 8,140,454.440   276,158.786   MT  0.99997145   +0 29 48.5
 GR1862;SPC NV E     -26,707,474.28    906,030.95   sFT  0.99997145   +0 29 48.5
 GR1862;UTM  11      - 3,987,767.564   703,811.225   MT  1.00011186   +1 19 48.7
 GR1862
 GR1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1862!SPC AZ W     -   0.99994217  x   1.00003113  =   0.99997330
 GR1862!SPC NV E     -   0.99994217  x   0.99997145  =   0.99991363
 GR1862!UTM  11      -   0.99994217  x   1.00011186  =   1.00005403
 GR1862
 GR1862|---------------------------------------------------------------------|
 GR1862| PID    Reference Object                     Distance      Geod. Az  |
 GR1862|                                                           dddmmss.s |
 GR1862| GR1851 NORTH BASE                          200.824 METERS 03332     |
 GR1862| GR1853 N III                               313.288 METERS 28448     |
 GR1862| GR1852 N II                                341.290 METERS 35012     |
 GR1862|---------------------------------------------------------------------|
 GR1862
 GR1862                          SUPERSEDED SURVEY CONTROL
 GR1862
 GR1862  NAD 83(1986)-  36 00 47.16073(N)    114 44 18.39523(W) AD(       ) 2
 GR1862  NAD 27      -  36 00 47.22900(N)    114 44 15.45800(W) AD(       ) 2
 GR1862
 GR1862.Superseded values are not recommended for survey control.
 GR1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1862.See file dsdata.txt to determine how the superseded data were derived.
 GR1862
 GR1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0381187768(NAD 83)
 GR1862_MARKER: DS = TRIANGULATION STATION DISK
 GR1862_SETTING: 0 = UNSPECIFIED SETTING
 GR1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1862
 GR1862  HISTORY     - Date     Condition        Report By
 GR1862  HISTORY     - 1935     MONUMENTED       BOR
 GR1862  HISTORY     - 1990     GOOD             USPSQD
 GR1862
 GR1862                          STATION DESCRIPTION
 GR1862
 GR1862'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1862'STATION IS A THREE SIDED CONCRETE PIER ABOUT 5 FEET HIGH,
 GR1862'LOCATED ABOUT 800 FEET DOWNSTREAM FROM THE ARIZONA END OF
 GR1862'HOOVER DAM WITH A STANDARD USC AND GS STATION DISK, THE CENTER
 GR1862'OF WHICH HAS BEEN GROUND DOWN TO RECEIVE A FINE SCRATCH MARK.
 GR1862
 GR1862                          STATION RECOVERY (1990)
 GR1862
 GR1862'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0895 ***********************************************************************
 FR0895  DESIGNATION -  SOUTH BUTTE
 FR0895  PID         -  FR0895
 FR0895  STATE/COUNTY-  AZ/YAVAPAI
 FR0895  USGS QUAD   -  SOUTH BUTTE (1973)
 FR0895
 FR0895                         *CURRENT SURVEY CONTROL
 FR0895  ___________________________________________________________________
 FR0895* NAD 83(1992)-  35 06 01.68589(N)    112 39 24.61297(W)     ADJUSTED  
 FR0895* NAVD 88     -      1828.4    (meters)    5999.     (feet)  VERTCON   
 FR0895  ___________________________________________________________________
 FR0895  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 FR0895  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FR0895  HORZ ORDER  -  SECOND
 FR0895
 FR0895.The horizontal coordinates were established by classical geodetic methods
 FR0895.and adjusted by the National Geodetic Survey in August 1993.
 FR0895
 FR0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0895
 FR0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0895
 FR0895.The geoid height was determined by GEOID03.
 FR0895
 FR0895;                    North         East     Units Scale Factor Converg.
 FR0895;SPC AZ C     -   454,969.842   145,880.011   MT  0.99995610   -0 25 32.2
 FR0895;SPC AZ C     - 1,492,683.21    478,608.96   iFT  0.99995610   -0 25 32.2
 FR0895;UTM  12      - 3,885,440.407   348,988.728   MT  0.99988105   -0 57 10.4
 FR0895
 FR0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0895!SPC AZ C     -   0.99971712  x   0.99995610  =   0.99967324
 FR0895!UTM  12      -   0.99971712  x   0.99988105  =   0.99959821
 FR0895
 FR0895|---------------------------------------------------------------------|
 FR0895| PID    Reference Object                     Distance      Geod. Az  |
 FR0895|                                                           dddmmss.s |
 FR0895| CH3394 SOUTH BUTTE RM 1                     10.739 METERS 08318     |
 FR0895| CH3395 SOUTH BUTTE RM 2                      6.691 METERS 23316     |
 FR0895| FR0897 CHINDI                              APPROX.21.3 KM 2445843.3 |
 FR0895|---------------------------------------------------------------------|
 FR0895
 FR0895                          SUPERSEDED SURVEY CONTROL
 FR0895
 FR0895  NAD 83(1986)-  35 06 01.68526(N)    112 39 24.61129(W) AD(       ) 2
 FR0895  NAD 27      -  35 06 01.62718(N)    112 39 21.97343(W) AD(       ) 2
 FR0895  NGVD 29 (07/19/86) 1827.5    (m)         5996.     (f) VERT ANG    3  
 FR0895
 FR0895.Superseded values are not recommended for survey control.
 FR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0895.See file dsdata.txt to determine how the superseded data were derived.
 FR0895
 FR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4898985440(NAD 83)
 FR0895_MARKER: DD = SURVEY DISK
 FR0895_SETTING: 66 = SET IN ROCK OUTCROP
 FR0895_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0895
 FR0895  HISTORY     - Date     Condition        Report By
 FR0895  HISTORY     - 1945     MONUMENTED       USFS
 FR0895  HISTORY     - 1973     GOOD             USGS
 FR0895
 FR0895                          STATION DESCRIPTION
 FR0895
 FR0895'DESCRIBED BY US FOREST SERVICE 1945 (ERS)
 FR0895'THIS STATION IS ON THE HIGHEST POINT OF THE BUTTE LOCATED AT THE
 FR0895'NORTH END OF THE FAULT ESCARPMENT WHICH FORMS THE EAST BOUNDRY OF
 FR0895'CHINO VALLEY.  IT IS ABOUT 13 MILES SOUTHWEST OF ASHFORK.
 FR0895'
 FR0895'MARKED BY A STANDARD FOREST SERVICE DISK SET IN BED ROCK AND STAMPED
 FR0895'SOUTH BUTTE 1945.
 FR0895'
 FR0895'SIGNAL USED WAS FOUR FOOT CAIRN WITH FLUTTER FLAGS.
 FR0895'
 FR0895'TO REACH FROM PRESCOTT GO NORTH ON U. S. 89 FOR 27 MILES TO PAULDEN
 FR0895'POST OFFICE CONTINUE FOR 0.7 MILES TO GRAVEL ROAD LEADING WEST.
 FR0895'FOLLOW THIS GRAVEL CHINO VALLEY ROAD NORTH WESTERLY FOR 18.1 MILES
 FR0895'TO A ROAD LEADING WEST TO K-4 (OLD K-M) RANCH WHICH IS 0.7 MILES
 FR0895'WEST.  LEAVE ROAD AND DRIVE ACROSS COUNTRY TOWARD PROMINENT BUTTE
 FR0895'ABOUT 4 MILES DISTANT IN NORTH WESTERLY DIRECTION.  TRUCK MAY BE
 FR0895'DRIVEN ABOUT 3.5 MILES TO BREAK OF RIDGE RUNNING OFF IN
 FR0895'WESTERLY DIRECTION.  WALK UP RIDGE ABOUT 0.4 MILES TO HIGH
 FR0895'POINT AND STATION.
 FR0895
 FR0895                          STATION RECOVERY (1973)
 FR0895
 FR0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FR0895'RM 1 TO RM 2 NOT MEASURED.
 FR0895'
 FR0895'INSTRUMENT STAND 4.6 FT ABOVE STATION MARK.
 FR0895'
 FR0895'LOCATED ABOUT 13 MI SW. OF ASHFORK ON THE HIGHEST POINT OF THE BUTTE
 FR0895'LOCATED AT THE NORTH END OF THE FAULT ESCARPMENT WHICH FORMS THE
 FR0895'EAST BOUNDARY OF CHINO VALLEY.
 FR0895'
 FR0895'NEW TO REACH DESCRIPTION--FROM THE POST OFFICE IN PAULDEN GO N. 0.7
 FR0895'MI ALONG U. S. HIGHWAY 89, THENCE 16.1 MI NW. ALONG BIG CHINO ROAD
 FR0895'TO A Y-RD., THENCE 2.3 MI ALONG RIGHT FORK TO A WELL AND SOME SMALL
 FR0895'WATER TANKS, THENCE 1.5 MI NE. UP RIDGE TO ANOTHER WELL AND
 FR0895'CORRAL.  CROSS WASH JUST E. OF WELL (APPROXIMATELY 75 FT) AND
 FR0895'ANOTHER RD. FK.  TAKE LEFT FORK UP CANYON FOR 1.6 MI TO ANOTHER RD.
 FR0895'FK. TAKE LEFT FORK FOR 0.9 MI.  AT THIS POINT TURN LEFT UP
 FR0895'SMALL CANYON AND DRIVE CROSS-COUNTRY 0.3 MI TO A FENCE AND END OF
 FR0895'TRUCK TRAVEL.  PACK NW.  UP RIDGE TO HIGHEST POINT IN VICINITY.
 FR0895'STATION MARK IS ON NORTH END OF TOP AND A LITTLE BIT LOWER.  A
 FR0895'4-WHEEL DRIVE VEHICLE IS REQUIRED.
 FR0895'
 FR0895'STATION MARK--A STANDARD USFS TABLET STAMPED SOUTH BUTTE 1945 SET IN
 FR0895'BEDROCK.
 FR0895'
 FR0895'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 SOUTH BUTTE
 FR0895'1973, 35.235 FT FROM STATION MARK.
 FR0895'
 FR0895'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 SOUTH BUTTE
 FR0895'1973, 21.950 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG5952 ***********************************************************************
 DG5952  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5952  DESIGNATION -  SOUTH CANYON TRAILHEAD
 DG5952  PID         -  DG5952
 DG5952  STATE/COUNTY-  AZ/COCONINO
 DG5952  USGS QUAD   -  BUFFALO RANCH (1988)
 DG5952
 DG5952                         *CURRENT SURVEY CONTROL
 DG5952  ___________________________________________________________________
 DG5952* NAD 83(2007)-  36 28 26.68913(N)    111 55 37.89627(W)     ADJUSTED  
 DG5952* NAVD 88     -      1698.86   (meters)    5573.7    (feet)  GPS OBS   
 DG5952  ___________________________________________________________________
 DG5952  EPOCH DATE  -        2007.00
 DG5952  X           -  -1,918,020.184 (meters)                     COMP
 DG5952  Y           -  -4,764,689.372 (meters)                     COMP
 DG5952  Z           -   3,771,618.533 (meters)                     COMP
 DG5952  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 DG5952  ELLIP HEIGHT-        1676.266 (meters)          (02/10/07) ADJUSTED
 DG5952  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DG5952
 DG5952  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5952  Type    PID    Designation                      North   East  Ellip
 DG5952  -------------------------------------------------------------------
 DG5952  NETWORK DG5952 SOUTH CANYON TRAILHEAD            0.33   0.25   0.82
 DG5952  -------------------------------------------------------------------
 DG5952
 DG5952.The horizontal coordinates were established by GPS observations
 DG5952.and adjusted by the National Geodetic Survey in February 2007.
 DG5952
 DG5952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5952.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5952.The horizontal coordinates are valid at the epoch date displayed above.
 DG5952.The epoch date for horizontal control is a decimal equivalence
 DG5952.of Year/Month/Day.
 DG5952
 DG5952.The orthometric height was determined by GPS observations and a
 DG5952.high-resolution geoid model.
 DG5952.The orthometric height was determined by GPS observations and a
 DG5952.high-resolution geoid model using precise GPS observation and
 DG5952.processing techniques.
 DG5952
 DG5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5952
 DG5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5952
 DG5952.The ellipsoidal height was determined by GPS observations
 DG5952.and is referenced to NAD 83.
 DG5952
 DG5952.The geoid height was determined by GEOID03.
 DG5952
 DG5952;                    North         East     Units Scale Factor Converg.
 DG5952;SPC AZ C     -   607,113.246   212,416.678   MT  0.99990001   -0 00 22.5
 DG5952;SPC AZ C     - 1,991,841.36    696,905.11   iFT  0.99990001   -0 00 22.5
 DG5952;UTM  12      - 4,036,932.528   416,936.210   MT  0.99968501   -0 33 04.4
 DG5952
 DG5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5952!SPC AZ C     -   0.99973699  x   0.99990001  =   0.99963703
 DG5952!UTM  12      -   0.99973699  x   0.99968501  =   0.99942209
 DG5952
 DG5952                          SUPERSEDED SURVEY CONTROL
 DG5952
 DG5952  NAD 83(1992)-  36 28 26.68908(N)    111 55 37.89602(W) AD(       ) A
 DG5952  ELLIP H (06/28/04) 1676.269  (m)                       GP(       ) 3 2
 DG5952
 DG5952.Superseded values are not recommended for survey control.
 DG5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5952.See file dsdata.txt to determine how the superseded data were derived.
 DG5952
 DG5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1693636933(NAD 83)
 DG5952_MARKER: Z = SEE DESCRIPTION
 DG5952_SETTING: 66 = SET IN ROCK OUTCROP
 DG5952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG5952+STABILITY: POSITION/ELEVATION WELL
 DG5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5952+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DG5952
 DG5952  HISTORY     - Date     Condition        Report By
 DG5952  HISTORY     - 2003     MONUMENTED       GRANCN
 DG5952  HISTORY     - 20050401 GOOD             GRANCN
 DG5952
 DG5952                          STATION DESCRIPTION
 DG5952
 DG5952'DESCRIBED BY GRAND CANYON MONITORING AND RESEARCH 2003 (FMG)
 DG5952'FROM THE POST OFFICE AT MARBLE CANYON LODGE, TRAVEL 20 MILES WEST (AND
 DG5952'NORTH ON US 89) TOWARD JACOB LAKE UNTIL BUFFALO RANCH/ HOUSE ROCK
 DG5952'VALLEY ROAD 6210.
 DG5952' 
 DG5952'TURN SOUTH ON RD 6210 (ALTERNATELY RD 8910) FOR 21 MILES UNTIL RD 632
 DG5952'ON  LEFT. TURN LEFT FOR 3  MILES UNTIL YOU PASS THE DIRT AIRSTRIP ON
 DG5952'LEFT.  BEFORE THE GAME AND FISH HEADQUARTERS, TURN RIGHT, THROUGH
 DG5952'FENCE.  TRAVEL 1 MILE UNTIL THE PARKING AREA AT THE SOUTH CANYON TRAIL
 DG5952'HEAD. PACK  OVER SLIGHT RISE AND WALK TOWARD SOUTH CANYON.
 DG5952' 
 DG5952'MONUMENT IS A 5/8 INCH DIMPLED PIN CONCRETED IN BEDROCK  APPROXIMATELY
 DG5952'100  METERS NW OF PARKING AREA FOR SOUTH CANYON TRAIL.
 DG5952
 DG5952                          STATION RECOVERY (2005)
 DG5952
 DG5952'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 DG5952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0537 ***********************************************************************
 GP0537  DESIGNATION -  SOUTH CARDENAS
 GP0537  PID         -  GP0537
 GP0537  STATE/COUNTY-  AZ/COCONINO
 GP0537  USGS QUAD   -  CAPE SOLITUDE (1988)
 GP0537
 GP0537                         *CURRENT SURVEY CONTROL
 GP0537  ___________________________________________________________________
 GP0537* NAD 83(1992)-  36 10 48.40543(N)    111 48 08.45768(W)     ADJUSTED  
 GP0537* NAVD 88     -      1873.9    (meters)    6148.     (feet)  VERTCON   
 GP0537  ___________________________________________________________________
 GP0537  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GP0537  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 GP0537  HORZ ORDER  -  THIRD
 GP0537
 GP0537.The horizontal coordinates were established by classical geodetic methods
 GP0537.and adjusted by the National Geodetic Survey in August 1993.
 GP0537
 GP0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0537
 GP0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0537
 GP0537.The geoid height was determined by GEOID03.
 GP0537
 GP0537;                    North         East     Units Scale Factor Converg.
 GP0537;SPC AZ C     -   574,502.364   223,642.755   MT  0.99990130   +0 04 02.9
 GP0537;SPC AZ C     - 1,884,850.28    733,736.07   iFT  0.99990130   +0 04 02.9
 GP0537;UTM  12      - 4,004,224.108   427,850.231   MT  0.99966414   -0 28 25.2
 GP0537
 GP0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0537!SPC AZ C     -   0.99970964  x   0.99990130  =   0.99961096
 GP0537!UTM  12      -   0.99970964  x   0.99966414  =   0.99937387
 GP0537
 GP0537:                Primary Azimuth Mark                     Grid Az
 GP0537:SPC AZ C     -  CARDENAS                                 027 33 54.4
 GP0537:UTM  12      -  CARDENAS                                 028 06 22.5
 GP0537
 GP0537|---------------------------------------------------------------------|
 GP0537| PID    Reference Object                     Distance      Geod. Az  |
 GP0537|                                                           dddmmss.s |
 GP0537| GP0592 CARDENAS                            APPROX. 4.9 KM 0273757.3 |
 GP0537|---------------------------------------------------------------------|
 GP0537
 GP0537                          SUPERSEDED SURVEY CONTROL
 GP0537
 GP0537  NAD 83(1986)-  36 10 48.40608(N)    111 48 08.45445(W) AD(       ) 3
 GP0537  NGVD 29 (05/08/89) 1873.0    (m)         6145.     (f) VERT ANG    3  
 GP0537
 GP0537.Superseded values are not recommended for survey control.
 GP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0537.See file dsdata.txt to determine how the superseded data were derived.
 GP0537
 GP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2785004224(NAD 83)
 GP0537_MARKER: DB = BENCH MARK DISK
 GP0537_SETTING: 0 = UNSPECIFIED SETTING
 GP0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0537
 GP0537  HISTORY     - Date     Condition        Report By
 GP0537  HISTORY     - 1903     MONUMENTED       USGS
 GP0537
 GP0537                          STATION DESCRIPTION
 GP0537
 GP0537'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GP0537'LOCATED ON EAST RIM OF GRAND CANYON, S. OF MOUTH OF LITTLE
 GP0537'COLORADO RIVER.  COUNTRY IS NOT TIMBERED.
 GP0537'
 GP0537'TO REACH FROM THE S., TAKE PACK TRAIN.
 GP0537'
 GP0537'STATION MARK--BRASS BM TABLET STAMPED---6152---.
 GP0537'
 GP0537'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2009 ***********************************************************************
 CZ2009  DESIGNATION -  SOUTH COMOBABI
 CZ2009  PID         -  CZ2009
 CZ2009  STATE/COUNTY-  AZ/PIMA
 CZ2009  USGS QUAD   -  COMOBABI (1979)
 CZ2009
 CZ2009                         *CURRENT SURVEY CONTROL
 CZ2009  ___________________________________________________________________
 CZ2009* NAD 83(1992)-  32 02 14.09694(N)    111 48 24.46888(W)     ADJUSTED  
 CZ2009* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 CZ2009  ___________________________________________________________________
 CZ2009  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CZ2009  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ2009  HORZ ORDER  -  THIRD
 CZ2009
 CZ2009.The horizontal coordinates were established by classical geodetic methods
 CZ2009.and adjusted by the National Geodetic Survey in August 1993.
 CZ2009
 CZ2009.The orthometric height was scaled from a topographic map.
 CZ2009
 CZ2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2009
 CZ2009.The geoid height was determined by GEOID03.
 CZ2009
 CZ2009;                    North         East     Units Scale Factor Converg.
 CZ2009;SPC AZ C     -   115,002.339   223,736.704   MT  0.99990133   +0 03 29.8
 CZ2009;SPC AZ C     -   377,304.26    734,044.30   iFT  0.99990133   +0 03 29.8
 CZ2009;UTM  12      - 3,544,849.012   423,823.435   MT  0.99967156   -0 25 40.8
 CZ2009
 CZ2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2009!SPC AZ C     -   0.99978928  x   0.99990133  =   0.99969063
 CZ2009!UTM  12      -   0.99978928  x   0.99967156  =   0.99946091
 CZ2009
 CZ2009                          SUPERSEDED SURVEY CONTROL
 CZ2009
 CZ2009  NAD 83(1986)-  32 02 14.09121(N)    111 48 24.46903(W) AD(       ) 3
 CZ2009  NAD 27      -  32 02 13.82200(N)    111 48 21.99400(W) AD(       ) 3
 CZ2009
 CZ2009.Superseded values are not recommended for survey control.
 CZ2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2009.See file dsdata.txt to determine how the superseded data were derived.
 CZ2009
 CZ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA2382344849(NAD 83)
 CZ2009
 CZ2009  HISTORY     - Date     Condition        Report By
 CZ2009  HISTORY     - 1919     MONUMENTED       CGS
 CZ2009  HISTORY     - 1934     MARK NOT FOUND   CGS
 CZ2009
 CZ2009                          STATION DESCRIPTION
 CZ2009
 CZ2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GDC)
 CZ2009'ON THE HIGHEST POINT OF THE NORTHERN END OF COMOBABI MOUNTAINS.
 CZ2009'REACHED FROM TUCSON BY FOLLOWING THE AJO ROAD TO THE ABANDONED
 CZ2009'INDIAN VILLAGE ON THE SOUTH SIDE OF THE SADDLE BETWEEN THE
 CZ2009'NORTH AND SOUTH COMOBABI MOUNTAINS.  TAKE THE SOUTH ROAD TO
 CZ2009'THE ABANDONED HOUSES AND FOLLOW TO THE BASE OF THE MOUNTAINS.
 CZ2009'REFERENCE MARK, 7 PACES DISTANT IS S 80 DEG E.  MAGNETIC
 CZ2009'STATION REPORTED LOST IN 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5914 ***********************************************************************
 DJ5914  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5914  DESIGNATION -  SOUTH MCFCD
 DJ5914  PID         -  DJ5914
 DJ5914  STATE/COUNTY-  AZ/MARICOPA
 DJ5914  USGS QUAD   -  TOLLESON (1982)
 DJ5914
 DJ5914                         *CURRENT SURVEY CONTROL
 DJ5914  ___________________________________________________________________
 DJ5914* NAD 83(2007)-  33 23 30.49712(N)    112 20 57.49507(W)     ADJUSTED  
 DJ5914* NAVD 88     -       281.63   (meters)     924.0    (feet)  GPS OBS   
 DJ5914  ___________________________________________________________________
 DJ5914  EPOCH DATE  -        2007.00
 DJ5914  X           -  -2,027,083.808 (meters)                     COMP
 DJ5914  Y           -  -4,930,451.780 (meters)                     COMP
 DJ5914  Z           -   3,490,459.566 (meters)                     COMP
 DJ5914  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DJ5914  ELLIP HEIGHT-         251.324 (meters)          (03/21/07) ADJUSTED
 DJ5914  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DJ5914  HORZ ORDER  -  FIRST
 DJ5914  ELLP ORDER  -  FOURTH    CLASS I
 DJ5914
 DJ5914.The horizontal coordinates were established by GPS observations
 DJ5914.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5914
 DJ5914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5914.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5914.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5914.The epoch date for horizontal control is a decimal equivalence
 DJ5914.of Year/Month/Day.
 DJ5914
 DJ5914.The orthometric height was determined by GPS observations and a
 DJ5914.high-resolution geoid model.
 DJ5914.The orthometric height was determined by GPS observations and a
 DJ5914.high-resolution geoid model using precise GPS observation and
 DJ5914.processing techniques.
 DJ5914
 DJ5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5914
 DJ5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5914
 DJ5914.The ellipsoidal height was determined by GPS observations
 DJ5914.and is referenced to NAD 83.
 DJ5914
 DJ5914.The geoid height was determined by GEOID03.
 DJ5914
 DJ5914;                    North         East     Units Scale Factor Converg.
 DJ5914;SPC AZ C     -   265,285.090   173,112.153   MT  0.99991996   -0 14 17.2
 DJ5914;SPC AZ C     -   870,357.91    567,953.26   iFT  0.99991996   -0 14 17.2
 DJ5914;UTM  12      - 3,695,537.153   374,509.071   MT  0.99979415   -0 44 33.7
 DJ5914
 DJ5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5914!SPC AZ C     -   0.99996055  x   0.99991996  =   0.99988051
 DJ5914!UTM  12      -   0.99996055  x   0.99979415  =   0.99975470
 DJ5914
 DJ5914                          SUPERSEDED SURVEY CONTROL
 DJ5914
 DJ5914.No superseded survey control is available for this station.
 DJ5914
 DJ5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7450995537(NAD 83)
 DJ5914_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5914_STAMPING: SOUTH MCFCD 2006
 DJ5914_MARK LOGO: NGS   
 DJ5914_PROJECTION: FLUSH
 DJ5914_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5914+STABILITY: SURFACE MOTION
 DJ5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5914+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5914
 DJ5914  HISTORY     - Date     Condition        Report By
 DJ5914  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5914
 DJ5914                          STATION DESCRIPTION
 DJ5914
 DJ5914'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5914'FROM THE AVONDALE BOULEVARD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5914'SOUTH ON AVONDALE BOULEVARD, 7.5 KM TO SOUTHERN AVENUE. TRAVEL WEST ON
 DJ5914'SOUTHERN AVENUE, 3.2KM TO DYSART ROAD. CONTINUE ON DYSART ROAD, 382M
 DJ5914'UNTIL PAVED ROAD GIVES WAY TO GRAVEL.  CONTINUE ON WEST ON GRAVEL ROAD
 DJ5914'ANOTHER 410M TO A LARGE, RUSTY IRON SWING GATE AND THE PROPERTY OF THE
 DJ5914'FLOOD CONTROL DISTRICT OF MARICOPA COUNTY (MCFCD).  STATION IS MARKED
 DJ5914'BY A NGS HORIZONTAL CONTROL DISK, STAMPED SOUTH MCFCD 2006, IN A
 DJ5914'CONCRETE POST FLUSH WITH GROUND.  MARK IS 5.8M NORTH OF RUSTY SWING
 DJ5914'GATE, 3.1M NORTH OF CONCRETE IRRIGATION CHANNEL, AND 1M NORTH OF
 DJ5914'CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0148 ***********************************************************************
 CH0148  DESIGNATION -  SOUTH MOUNTAIN
 CH0148  PID         -  CH0148
 CH0148  STATE/COUNTY-  AZ/PIMA
 CH0148  USGS QUAD   -  KUPK (1988)
 CH0148
 CH0148                         *CURRENT SURVEY CONTROL
 CH0148  ___________________________________________________________________
 CH0148* NAD 83(1992)-  31 59 58.83004(N)    112 08 49.02908(W)     ADJUSTED  
 CH0148* NAVD 88     -      1271.3    (meters)    4171.     (feet)  VERTCON   
 CH0148  ___________________________________________________________________
 CH0148  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CH0148  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CH0148  HORZ ORDER  -  FIRST
 CH0148
 CH0148.The horizontal coordinates were established by classical geodetic methods
 CH0148.and adjusted by the National Geodetic Survey in August 1993.
 CH0148
 CH0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0148
 CH0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0148
 CH0148.The geoid height was determined by GEOID03.
 CH0148
 CH0148;                    North         East     Units Scale Factor Converg.
 CH0148;SPC AZ C     -   110,854.161   191,601.639   MT  0.99990584   -0 07 19.3
 CH0148;SPC AZ C     -   363,694.75    628,614.30   iFT  0.99990584   -0 07 19.3
 CH0148;UTM  12      - 3,540,974.343   391,660.625   MT  0.99974475   -0 36 28.2
 CH0148
 CH0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0148!SPC AZ C     -   0.99980530  x   0.99990584  =   0.99971115
 CH0148!UTM  12      -   0.99980530  x   0.99974475  =   0.99955009
 CH0148
 CH0148:                Primary Azimuth Mark                     Grid Az
 CH0148:SPC AZ C     -  SOUTH MOUNTAIN AZ MK                     098 29 20.3
 CH0148:UTM  12      -  SOUTH MOUNTAIN AZ MK                     098 58 29.2
 CH0148
 CH0148|---------------------------------------------------------------------|
 CH0148| PID    Reference Object                     Distance      Geod. Az  |
 CH0148|                                                           dddmmss.s |
 CH0148| CH5458 SOUTH MOUNTAIN AZ MK                               0982201.0 |
 CH0148| CH5459 SOUTH MOUNTAIN RM 1                  14.531 METERS 29316     |
 CH0148| CH5460 SOUTH MOUNTAIN RM 2                  16.419 METERS 34455     |
 CH0148|---------------------------------------------------------------------|
 CH0148
 CH0148                          SUPERSEDED SURVEY CONTROL
 CH0148
 CH0148  NAD 83(1986)-  31 59 58.82249(N)    112 08 49.03002(W) AD(       ) 1
 CH0148  NAD 27      -  31 59 58.55700(N)    112 08 46.55800(W) AD(       ) 1
 CH0148  NGVD 29 (07/19/86) 1270.6    (m)         4169.     (f) VERT ANG    3  
 CH0148
 CH0148.Superseded values are not recommended for survey control.
 CH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0148.See file dsdata.txt to determine how the superseded data were derived.
 CH0148
 CH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9166140974(NAD 83)
 CH0148_MARKER: DS = TRIANGULATION STATION DISK
 CH0148_SETTING: 66 = SET IN ROCK OUTCROP
 CH0148
 CH0148  HISTORY     - Date     Condition        Report By
 CH0148  HISTORY     - 1920     MONUMENTED       CGS
 CH0148  HISTORY     - 1936     GOOD             CGS
 CH0148
 CH0148                          STATION DESCRIPTION
 CH0148
 CH0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CH0148'ON THE SOUTH END OF SOUTH OR QUIJOTOA MOUNTAIN, ABOUT 15
 CH0148'MILES, AIR LINE, WEST OF SELLS, ON THE WESTERN ONE OF THE
 CH0148'TWO RIDGES THAT FORM THE TOP OF THE MOUNTAIN.  MARKED BY A
 CH0148'STANDARD BRONZE DISK. STATION PLATE
 CH0148'HAS BEEN SO BADLY BATTERED IN APPARENT EFFORT TO REMOVE IT
 CH0148'THAT STAMPING IS ALMOST ILLEGIBLE.  REFERENCE MARK NO. 1, A
 CH0148'STANDARD BRONZE REFERENCE DISK, IS 14.531 METERS
 CH0148'(47.67 FEET) FROM STATION N 66 DEG 44 MIN W.
 CH0148'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CH0148'IS 16.419 METERS (53.87 FEET) FROM STATION N 15 DEG 05 MIN W
 CH0148'THE AZIMUTH MARK (1938), IS ON THE
 CH0148'FIRST PROMINENT PEAK NORTH OF THE SOUTH AND HIGHEST END OF
 CH0148'THE EAST RIDGE ON THE MOUNTAIN, ONE-HALF MILE FROM
 CH0148'STATION S 81 DEG 39 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2086 ***********************************************************************
 DV2086  DESIGNATION -  SOUTH MOUNTAIN ST HWY PAT TWR
 DV2086  PID         -  DV2086
 DV2086  STATE/COUNTY-  AZ/MARICOPA
 DV2086  USGS QUAD   -  LONE BUTTE (1973)
 DV2086
 DV2086                         *CURRENT SURVEY CONTROL
 DV2086  ___________________________________________________________________
 DV2086* NAD 83(1992)-  33 19 57.50284(N)    112 04 00.66322(W)     ADJUSTED  
 DV2086* NAVD 88     -              **(meters)            **(feet)            
 DV2086  ___________________________________________________________________
 DV2086  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DV2086  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2086  HORZ ORDER  -  THIRD
 DV2086
 DV2086.The horizontal coordinates were established by classical geodetic methods
 DV2086.and adjusted by the National Geodetic Survey in August 1993.
 DV2086
 DV2086
 DV2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2086
 DV2086.The geoid height was determined by GEOID03.
 DV2086
 DV2086;                    North         East     Units Scale Factor Converg.
 DV2086;SPC AZ C     -   258,650.131   199,379.096   MT  0.99990241   -0 04 57.1
 DV2086;SPC AZ C     -   848,589.67    654,130.89   iFT  0.99990241   -0 04 57.1
 DV2086;UTM  12      - 3,688,672.371   400,712.595   MT  0.99972154   -0 35 10.6
 DV2086
 DV2086                          SUPERSEDED SURVEY CONTROL
 DV2086
 DV2086  NAD 83(1986)-  33 19 57.49680(N)    112 04 00.66845(W) AD(       ) 4
 DV2086  NAD 27      -  33 19 57.33600(N)    112 03 58.13600(W) AD(       ) 3
 DV2086
 DV2086.Superseded values are not recommended for survey control.
 DV2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2086.See file dsdata.txt to determine how the superseded data were derived.
 DV2086
 DV2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0071388672(NAD 83)
 DV2086_MARKER: 55 = TOWER
 DV2086
 DV2086  HISTORY     - Date     Condition        Report By
 DV2086  HISTORY     - 1963     FIRST OBSERVED   CGS
 DV2086
 DV2086                          STATION DESCRIPTION
 DV2086
 DV2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2086'STATION IS LOCATED ON TOP OF SOUTH MOUNTAIN WHICH IS ABOUT
 DV2086'10 MILES SOUTH OF PHOENIX AND IS THE WEST TOWER OF 5.
 DV2086'
 DV2086'STATION IS A STEEL CYLINDRICAL STRUCTURE PAINTED SILVER, IS
 DV2086'APPROX- 80 FEET HIGH AND HAS TWO ANTENAS ON TOP.
 DV2086'
 DV2086'POINT INTERSECTED WAS TOP AND CENTER OF STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0343 ***********************************************************************
 GQ0343  DESIGNATION -  SOUTH POINT
 GQ0343  PID         -  GQ0343
 GQ0343  STATE/COUNTY-  AZ/MOHAVE
 GQ0343  USGS QUAD   -  MOCCASIN (1988)
 GQ0343
 GQ0343                         *CURRENT SURVEY CONTROL
 GQ0343  ___________________________________________________________________
 GQ0343* NAD 83(1992)-  36 52 40.00800(N)    112 48 39.56360(W)     ADJUSTED  
 GQ0343* NAVD 88     -      2006.4    (meters)    6583.     (feet)  VERTCON   
 GQ0343  ___________________________________________________________________
 GQ0343  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GQ0343  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 GQ0343  HORZ ORDER  -  FIRST
 GQ0343
 GQ0343.The horizontal coordinates were established by classical geodetic methods
 GQ0343.and adjusted by the National Geodetic Survey in November 1997.
 GQ0343
 GQ0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0343
 GQ0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0343
 GQ0343.The geoid height was determined by GEOID03.
 GQ0343
 GQ0343;                    North         East     Units Scale Factor Converg.
 GQ0343;SPC AZ W     -   652,341.317   297,071.925   MT  1.00001963   +0 33 48.8
 GQ0343;SPC AZ W     - 2,140,227.42    974,645.42   iFT  1.00001963   +0 33 48.8
 GQ0343;UTM  12      - 4,082,845.268   338,600.116   MT  0.99992093   -1 05 13.3
 GQ0343
 GQ0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0343!SPC AZ W     -   0.99968876  x   1.00001963  =   0.99970839
 GQ0343!UTM  12      -   0.99968876  x   0.99992093  =   0.99960972
 GQ0343
 GQ0343|---------------------------------------------------------------------|
 GQ0343| PID    Reference Object                     Distance      Geod. Az  |
 GQ0343|                                                           dddmmss.s |
 GQ0343| CH3397 SOUTH POINT RM 1                      8.595 METERS 07522     |
 GQ0343| CH3396 SOUTH POINT AZ MK                                  1420103.2 |
 GQ0343| CH3398 SOUTH POINT RM 2                      5.087 METERS 31233     |
 GQ0343|---------------------------------------------------------------------|
 GQ0343
 GQ0343                          SUPERSEDED SURVEY CONTROL
 GQ0343
 GQ0343  NAD 83(1992)-  36 52 40.00574(N)    112 48 39.56587(W) AD(       ) 1
 GQ0343  NAD 83(1986)-  36 52 40.00300(N)    112 48 39.56331(W) AD(       ) 1
 GQ0343  NAD 27      -  36 52 40.05500(N)    112 48 36.82200(W) AD(       ) 1
 GQ0343  NGVD 29 (07/19/86) 2005.5    (m)         6580.     (f) VERT ANG    3  
 GQ0343
 GQ0343.Superseded values are not recommended for survey control.
 GQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0343.See file dsdata.txt to determine how the superseded data were derived.
 GQ0343
 GQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3860082845(NAD 83)
 GQ0343_MARKER: DS = TRIANGULATION STATION DISK
 GQ0343_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0343
 GQ0343  HISTORY     - Date     Condition        Report By
 GQ0343  HISTORY     - 1952     MONUMENTED       CGS
 GQ0343  HISTORY     - 1971     GOOD             LAWPC
 GQ0343
 GQ0343                          STATION DESCRIPTION
 GQ0343
 GQ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0343'THE STATION IS ON THE HIGHEST ONE OF SEVERAL SANDSTONE PINNACLES
 GQ0343'THAT FORM A POINT EXTENDING ABOUT 1/4 MILE SOUTH FROM THE HIGHEST
 GQ0343'POINT OF A LARGE AND PROMINENT MESA.  IT IS ABOUT 12 MILES
 GQ0343'SOUTHEAST OF THE VILLAGE OF SHORT CREEK, 17 MILES WEST-SOUTHWEST OF
 GQ0343'FREDONIA, AND ABOUT 33 MILES SOUTHEAST OF HURRICANE,
 GQ0343'UTAH.
 GQ0343'
 GQ0343'THE STATION CAN BE REACHED FROM THE POST OFFICE AND STORE IN SHORT
 GQ0343'CREEK BY GOING WEST FOR 0.1 MILE TO THE MAIN ROAD THROUGH TOWN.
 GQ0343'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND
 GQ0343'MAKE A JOG TO THE EAST AND THEN CONTINUE SOUTH FOR 2.8 MILES
 GQ0343'TO A T-ROAD.  TURN LEFT AND GO EAST FOR 2.9 MILES TO A ROAD
 GQ0343'INTERSECTION FROM THE SOUTH.  TURN RIGHT AND GO SOUTH FOR 6.9
 GQ0343'MILES TO A T-ROAD.  TURN LEFT AND GO EAST FOR 7.2 MILES
 GQ0343'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE ROAD
 GQ0343'FOR 1.5 MILES TO AN IRON GATE ON THE LEFT.  PASS THROUGH THE
 GQ0343'GATE AND FOLLOW THE TRACK ROAD FOR 1.8 MILES TO THE END OF
 GQ0343'TRUCK TRAVEL.  PACK UP THE CANYON TO THE NORTH-NORTHWEST,
 GQ0343'KEEPING WELL TO THE LEFT OF THE MAIN CANYON, THEN UP THE
 GQ0343'RIDGE ON THE WEST SIDE OF THE MAIN CANYON TO THE CREST OF
 GQ0343'ROCKY-RIMMED RIDGE THAT IS ABOUT 1/2 MILE
 GQ0343'SOUTH-SOUTHWEST OF FOUR PROMINENT ROCK PINNACLES THAT ARE
 GQ0343'JUST EAST OF CREVICE LEADING NORTH TO A SADDLE ON THE
 GQ0343'HIGHER GROUND OF THE MAIN MESA.  FROM THE AFORMENTIONED
 GQ0343'RIDGE GO DOWN ACROSS THE CANYON TO THE NORTH AND UP THE FIRST
 GQ0343'RIDGE ON THE WEST SIDE OF THE MAIN CANYON TO THE CREVICE
 GQ0343'OPENING.  CONTINUE UP THE CREVICE TO THE SADDLE, THEN LEFT
 GQ0343'UP THE MAIN RIDGE (WEST) FOR ABOUT 2-1/2 MILES TO A TREE
 GQ0343'WITH A TRIANGLE BLAZE ON THE HIGHEST POINT.  FROM HERE GO
 GQ0343'SOUTH FOR ABOUT 1/4 MILE TO THE STATION.  THIS IS A 3-HOUR
 GQ0343'PACK.
 GQ0343'
 GQ0343'THE STATION MARK, STAMPED SOUTH POINT 1952, IS A STANDARD DISK THAT
 GQ0343'IS COUNTERSUNK ABOUT 6 INCHES FROM THE TOP OF THE HIGHEST
 GQ0343'POINT OF THE ROCK.
 GQ0343'
 GQ0343'REFERENCE MARK 1, STAMPED SOUTH POINT NO 1 1952, IS A STANDARD
 GQ0343'DISK THAT IS SET IN A DRILL HOLE IN THE SANDSTONE BEDROCK.
 GQ0343'IT IS ABOUT 10 FEET LOWER THAN THE STATION.
 GQ0343'
 GQ0343'REFERENCE MARK 2, STAMPED SOUTH POINT NO 2 1952, IS A STANDARD
 GQ0343'DISK THAT IS SET IN A DRILL HOLE IN THE NEXT SMALL PINNACLE
 GQ0343'NORTHWEST OF THE STATION.  IT IS ABOUT 2 FEET LOWER THAN
 GQ0343'THE STATION.
 GQ0343'
 GQ0343'THE AZIMUTH MARK, STAMPED SOUTH POINT 1952, IS A STANDARD DISK
 GQ0343'THAT IS SET IN THE EAST WING OF THE NORTH ABUTMENT OF A BRIDGE.
 GQ0343'IT IS 5 FEET NORTH OF A WITNESS POST AND 12 FEET NORTH OF THE
 GQ0343'MIDDLE OF THE ROAD.
 GQ0343
 GQ0343                          STATION RECOVERY (1971)
 GQ0343
 GQ0343'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GQ0343'SOUTH POINT 1952-GOOD
 GQ0343'
 GQ0343'R.M. 1-GOOD
 GQ0343'
 GQ0343'R.M. 2-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0923 ***********************************************************************
 FR0923  DESIGNATION -  SOUTH TWIN
 FR0923  PID         -  FR0923
 FR0923  STATE/COUNTY-  AZ/COCONINO
 FR0923  USGS QUAD   -  BIG CHIEF TANK (1981)
 FR0923
 FR0923                         *CURRENT SURVEY CONTROL
 FR0923  ___________________________________________________________________
 FR0923* NAD 83(1992)-  35 36 43.55846(N)    113 01 59.04148(W)     ADJUSTED  
 FR0923* NAVD 88     -      2013.     (meters)    6604.     (feet)  SCALED    
 FR0923  ___________________________________________________________________
 FR0923  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 FR0923  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 FR0923  HORZ ORDER  -  SECOND
 FR0923
 FR0923.The horizontal coordinates were established by classical geodetic methods
 FR0923.and adjusted by the National Geodetic Survey in August 1993.
 FR0923
 FR0923.The orthometric height was scaled from a topographic map.
 FR0923
 FR0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0923
 FR0923.The geoid height was determined by GEOID03.
 FR0923
 FR0923;                    North         East     Units Scale Factor Converg.
 FR0923;SPC AZ C     -   512,051.357   112,218.629   MT  1.00002602   -0 39 00.5
 FR0923;SPC AZ C     - 1,679,958.52    368,171.35   iFT  1.00002602   -0 39 00.5
 FR0923;UTM  12      - 3,942,828.846   315,858.829   MT  1.00001786   -1 11 03.0
 FR0923
 FR0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0923!SPC AZ C     -   0.99968801  x   1.00002602  =   0.99971402
 FR0923!UTM  12      -   0.99968801  x   1.00001786  =   0.99970587
 FR0923
 FR0923|---------------------------------------------------------------------|
 FR0923| PID    Reference Object                     Distance      Geod. Az  |
 FR0923|                                                           dddmmss.s |
 FR0923| CH3399 SOUTH TWIN RM 1                       6.629 METERS 04843     |
 FR0923| FR0924 SOUTH TWIN AZ MK                    APPROX. 2.3 KM 1155547.4 |
 FR0923| FR0940 PICA LARGE TANK                     APPROX.19.6 KM 2093640.0 |
 FR0923| CH3400 SOUTH TWIN RM 2                       3.276 METERS 30059     |
 FR0923|---------------------------------------------------------------------|
 FR0923
 FR0923                          SUPERSEDED SURVEY CONTROL
 FR0923
 FR0923  NAD 83(1986)-  35 36 43.55016(N)    113 01 59.03958(W) AD(       ) 2
 FR0923  NAD 27      -  35 36 43.58500(N)    113 01 56.32900(W) AD(       ) 2
 FR0923
 FR0923.Superseded values are not recommended for survey control.
 FR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0923.See file dsdata.txt to determine how the superseded data were derived.
 FR0923
 FR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1585942829(NAD 83)
 FR0923_MARKER: DS = TRIANGULATION STATION DISK
 FR0923_SETTING: 66 = SET IN ROCK OUTCROP
 FR0923_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FR0923
 FR0923  HISTORY     - Date     Condition        Report By
 FR0923  HISTORY     - 1936     MONUMENTED       CGS
 FR0923  HISTORY     - 1955     GOOD             CGS
 FR0923  HISTORY     - 1972     GOOD             AZHD
 FR0923
 FR0923                          STATION DESCRIPTION
 FR0923
 FR0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0923'ON THE HUALPAI INDIAN RESERVATION, ABOUT 23 MILES EAST BY NORTH
 FR0923'OF PEACH SPRINGS, ABOUT 9-1/2 MILES NORTHEAST OF THE RAILROAD
 FR0923'STOP PICA, ON THE SOUTHERN AND HIGHEST ONE OF TWIN, WOODED
 FR0923'PEAKS OF THE AUBREY CLIFFS, LYING ABOUT 3 MILES NORTH OF THE
 FR0923'POINT WHERE THE CLIFFS SWING FROM A NORTH-SOUTH DIRECTION TO
 FR0923'THE SOUTHEAST AND ABOUT 1-1/2 MILES WEST OF THE EAST BOUNDARY
 FR0923'OF THE RESERVATION, ON THE HIGH POINT NEAR THE SOUTH END OF
 FR0923'THE SUMMIT, ON THE BACKBONE OF THE RIDGE, ABOUT 50 YARDS NORTH
 FR0923'OF THE SOUTH END OF THE SUMMIT, AND 15 FEET EAST OF ITS WEST
 FR0923'EDGE, 7 FEET SOUTHEAST OF A 5-INCH FORKED STUB ABOUT 3 FEET
 FR0923'HIGH.  THE TWIN PEAKS ARE ABOUT 1/4 MILE APART.  STATION
 FR0923'MARK IS SET INTO A MASS OF CONCRETE IN A DEPRESSION IN ROCK OUTCROP.
 FR0923'
 FR0923'REFERENCE MARK NO. 1, SET INTO A DRILL HOLE IN A BOULDER
 FR0923'IS NORTH BY EAST OF THE
 FR0923'STATION, ON THE BACKBONE OF THE SUMMIT.  REFERENCE MARK NO. 2,
 FR0923'SET INTO A DRILL HOLE IN ROCK OUTCROP IS WEST-NORTHWEST OF THE
 FR0923'STATION, AT THE WEST
 FR0923'EDGE OF THE SUMMIT.  THE AZIMUTH MARK, SET INTO A DRILL HOLE IN ROCK
 FR0923'OUTCROP IS SOUTH TWIN AZIMUTH, WHICH WAS OCCUPIED AND IS
 FR0923'ABOUT 1-1/2 MILES EAST BY
 FR0923'SOUTH OF THE STATION, ON THE SUMMIT OF THE THIRD AND HIGHEST
 FR0923'RIDGE ACROSS THE DRAW TO THE EAST, ABOUT 200 YARDS NORTH OF
 FR0923'THE TIMBER LINE ON THE STATION RIDGE.
 FR0923'
 FR0923'TO REACH THE STATION FROM THE POST OFFICE AT PEACH SPRINGS,
 FR0923'GO EASTERLY ON U.S. HIGHWAY 66 FOR 16.55 MILES, OR 3.45 MILES
 FR0923'PAST HYDE PARK STORE AND STATION ON THE LEFT, AND TURN LEFT
 FR0923'(NORTH) ON BLADED ROAD UP VALLEY, THENCE 10.0 MILES OR 9.1
 FR0923'MILES PAST PICA AND KEEP RIGHT AT REVERSE Y-INTERSECTION, THENCE
 FR0923'0.2 MILE AND KEEP RIGHT AT Y, THENCE 1.0 MILE AND TURN RIGHT
 FR0923'(EAST) ON T-ROAD, THENCE 0.5 MILE AND TURN RIGHT AT
 FR0923'T-INTERSECION, THENCE 0.6 MILE AND TURN LEFT (EAST) OFF ROAD AT
 FR0923'POINT OPPOSITE FENCE CORNER OF THE LEFT, AND GO EASTERLY
 FR0923'ACROSS COUNTRY ALONG THE NORTH SIDE OF THE FENCE FOR 2.0
 FR0923'MILES TO FOOT OF THE THIRD MAIN SPUR TO THE NORTH OF THE ONE
 FR0923'FROM THE STATION PEAK, THENCE EAST UP THE SPUR FOR ABOUT 0.25
 FR0923'MILE TO BASE OF THE STEEP SLOPE AND END OF TRUCK TRAVEL.  GO
 FR0923'EAST UP THE SIDE OF THE RIDGE FOR 1/4 MILE TO THE SUMMIT,
 FR0923'THENCE SOUTH ALONG THE RIDGE FOR 1/2 MILE TO STATION, ABOUT
 FR0923'20 MINUTES STEADY PACKING.
 FR0923'
 FR0923'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FR0923
 FR0923                          STATION RECOVERY (1955)
 FR0923
 FR0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0923'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE STATION
 FR0923'FOUND IN THE ORIGINAL DESCRIPTION WERE FOLLOWED, AND A STAND
 FR0923'WAS SEEN IN THE AREA DESCRIBED AT THE STATION SITE.  THE
 FR0923'DIRECTIONS ARE ADEQUATE AND COMPLETE.
 FR0923
 FR0923                          STATION RECOVERY (1972)
 FR0923
 FR0923'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 FR0923'GENERAL LOCATION - ABOUT 9.5 MILES NORTHEAST OF PICA
 FR0923'ON SOUTHERN MOST OF TWIN WOODED PEAKS.
 FR0923'
 FR0923'TO REACH - FROM INTERSECTION OF CHINO AND MAIN ST. IN
 FR0923'SELIGMAN PROCEED WEST ON 66 AND 40 FOR 18.9 MILES, TURN RIGHT
 FR0923'(NORTH) ON PICA CAMP ROAD, CONTINUE 3.1 MILES TO PICA CAMP
 FR0923'RANCH, PASS THROUGH GATE AND CORRALS ON SOUTH SIDE OF RANCH
 FR0923'HOUSE, CONTINUE 0.4 MILES PASS THROUGH GATE, CONTINUE ON WELL
 FR0923'GRADED MAIN ROAD FOR 19.6 MILES TAKE LEFT TURN (WEST) ONTO
 FR0923'500 K.V. POWERLINE POLE CONTINUE 6.7 MILES TO T JUNCTION, TURN
 FR0923'LEFT (SOUTH) ON POWERLINE ROAD, CONTINUE 3.3 MILES TO EAST
 FR0923'BASE OF SOUTHERN MOST PEAK AND STATION ABOUT 10 MINUTE PACK.
 FR0923'
 FR0923'STATION MARK - GOOD-AS DESCRIBED.
 FR0923'
 FR0923'REFERENCE MARKS - GOOD-AS DESCRIBED.
 FR0923'
 FR0923'AZIMUTH MARK - DID NOT VISIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0924 ***********************************************************************
 FR0924  DESIGNATION -  SOUTH TWIN AZ MK
 FR0924  PID         -  FR0924
 FR0924  STATE/COUNTY-  AZ/COCONINO
 FR0924  USGS QUAD   -  BIG CHIEF TANK (1981)
 FR0924
 FR0924                         *CURRENT SURVEY CONTROL
 FR0924  ___________________________________________________________________
 FR0924* NAD 83(1992)-  35 36 11.19099(N)    113 00 37.54897(W)     ADJUSTED  
 FR0924* NAVD 88     -      2013.     (meters)    6604.     (feet)  SCALED    
 FR0924  ___________________________________________________________________
 FR0924  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 FR0924  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 FR0924  HORZ ORDER  -  THIRD
 FR0924
 FR0924.The horizontal coordinates were established by classical geodetic methods
 FR0924.and adjusted by the National Geodetic Survey in August 1993.
 FR0924
 FR0924.The orthometric height was scaled from a topographic map.
 FR0924
 FR0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0924
 FR0924.The geoid height was determined by GEOID03.
 FR0924
 FR0924;                    North         East     Units Scale Factor Converg.
 FR0924;SPC AZ C     -   511,030.798   114,258.426   MT  1.00002099   -0 38 12.5
 FR0924;SPC AZ C     - 1,676,610.23    374,863.60   iFT  1.00002099   -0 38 12.5
 FR0924;UTM  12      - 3,941,789.332   317,889.005   MT  1.00000870   -1 10 14.6
 FR0924
 FR0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0924!SPC AZ C     -   0.99968800  x   1.00002099  =   0.99970899
 FR0924!UTM  12      -   0.99968800  x   1.00000870  =   0.99969670
 FR0924
 FR0924:                Primary Azimuth Mark                     Grid Az
 FR0924:SPC AZ C     -  SOUTH TWIN                               296 34 47.3
 FR0924:UTM  12      -  SOUTH TWIN                               297 06 49.4
 FR0924
 FR0924|---------------------------------------------------------------------|
 FR0924| PID    Reference Object                     Distance      Geod. Az  |
 FR0924|                                                           dddmmss.s |
 FR0924| FR0923 SOUTH TWIN                          APPROX. 2.3 KM 2955634.8 |
 FR0924|---------------------------------------------------------------------|
 FR0924
 FR0924                          SUPERSEDED SURVEY CONTROL
 FR0924
 FR0924  NAD 83(1986)-  35 36 11.18323(N)    113 00 37.54866(W) AD(       ) 3
 FR0924  NAD 27      -  35 36 11.21800(N)    113 00 34.84200(W) AD(       ) 3
 FR0924
 FR0924.Superseded values are not recommended for survey control.
 FR0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0924.See file dsdata.txt to determine how the superseded data were derived.
 FR0924
 FR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE1788941789(NAD 83)
 FR0924_MARKER: DS = TRIANGULATION STATION DISK
 FR0924_SETTING: 66 = SET IN ROCK OUTCROP
 FR0924_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FR0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0924+STABILITY: POSITION/ELEVATION WELL
 FR0924
 FR0924  HISTORY     - Date     Condition        Report By
 FR0924  HISTORY     - 1936     MONUMENTED       CGS
 FR0924
 FR0924                          STATION DESCRIPTION
 FR0924
 FR0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0924'STATION IS AN OCCUPIED AZIMUTH MARK FOR TRIANGULATION STATION
 FR0924'SOUTH TWIN 1936, IT IS LOCATED ABOUT 150 FEET SOUTHWEST OF THE
 FR0924'SUMMIT OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY, IT IS
 FR0924'ABOUT 25 MILES (AIRLINE) EAST-NORTHEAST OF PEACH SPRINGS, ABOUT
 FR0924'8.5 MILES NORTHEAST OF PICA, AND 2.0 MILES EAST OF THE MOST
 FR0924'SOUTHERLY OF TWI PEAKS, (I.E., 2.0 MILES EAST OF STATION SOUTH
 FR0924'TWIN).
 FR0924'
 FR0924'TO REACH FROM PEACH SPRINGS POST OFFICE, GO EAST ON U.S. HIGHWAY
 FR0924'66 FOR 18.0 MILES (4 MILES EAST OF HYDE PARK), TURN LEFT ON OLD
 FR0924'GRADED ROAD, PASSING THROUGH GATE IN HIGHWAY RIGHT-OF-WAY
 FR0924'FENCE, AND FOLLOW THE OLD GRADED ROAD NORTH UP THE BROAD
 FR0924'VALLEY 10.8 MILES TO A POINT WHERE A WELL-TRAVELED ROAD TURNS
 FR0924'OFF TO THE LEFT AND A RANCH HOUSE AND STEEL TANK CAN BE SEEN
 FR0924'IN THE VALLEY TO THE EAST.  STATION SOUTH TWIN IS ON THE
 FR0924'SOUTHERN OF THE TWIN HILLS WHICH APPEAR OVER THE RANCH HOUSE AND
 FR0924'TANK FROM THE POINT ABOVE DESCRIBED.  CONTINUE ON OLD
 FR0924'GRADED ROAD 0.2 MILE, TURN RIGHT ON TO NEWER GRADED ROAD
 FR0924'AND FOLLOW THIS ROAD 1.0 MILE TO WHERE A T-ROAD HEADS EAST
 FR0924'ACROSS THE VALLEY, TURN EAST ON THIS T-ROAD AND GO 0.5 MILE
 FR0924'TO A ROAD INTERSECTION, TURN RIGHT, SOUTH, AT THE INTERSECTION
 FR0924'AND GO 0.6 MILE TO A POINT OPPOSITE A FENCE CORNER, TURN
 FR0924'LEFT HERE AND DRIVE ACROSS COUNTRY ALONG NORTH SIDE OF FENCE
 FR0924'LINE, 2.0 MILES TO THE FOOT OF THE CLIFFS AT THE THIRD
 FR0924'SPUR ON THE RIDGE NORTH OF THE SOUTH TWIN HILL, THIS IS END
 FR0924'OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL, PACK EAST TO
 FR0924'THE CREST OF THE RIDGE, THENCE SOUTH ALONG CREST ABOUT 0.3
 FR0924'MILE TO TOP OF SOUTH TWIN HILL AND STATION SOUTH TWIN.  FROM
 FR0924'HERE THE SOUTH TWIN AZ. MARK IS 2.0 MILES TO THE EAST, (97
 FR0924'DEGREES MAGNETIC).  PACK EAST ACROSS TWO RIDGES AND A
 FR0924'BROAD VALLEY, THEN UP THE THIRD RIDGE TO THE TOP OF THE HILL
 FR0924'AND LOCATION OF STATION ABOUT 150 FEET SOUTHWEST OF SUMMIT.
 FR0924'THE STATION IS LOCATED ABOUT 100 YARDS NORTH OF WHERE THE
 FR0924'TIMBERED SECTION OF THE RIDGE JOINS THE OPEN COUNTRY OR
 FR0924'GRASS-COVERED SECTION.  IT IS ABOUT A 2-HOUR PACK TO STATION
 FR0924'FROM END OF TRUCK TRAVEL.  THERE ARE NO REFERENCE MARKS TO
 FR0924'AZIMUTH STATION.  AZIMUTH MARK, SET INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0924'
 FR0924'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1089 ***********************************************************************
 ET1089  DESIGNATION -  SOUTHERN ONE OF TWO DOME PEAKS
 ET1089  PID         -  ET1089
 ET1089  STATE/COUNTY-  AZ/MOHAVE
 ET1089  USGS QUAD   -  CASTANEDA HILLS (1990)
 ET1089
 ET1089                         *CURRENT SURVEY CONTROL
 ET1089  ___________________________________________________________________
 ET1089* NAD 83(1992)-  34 25 55.01934(N)    113 57 41.14448(W)     ADJUSTED  
 ET1089* NAVD 88     -              **(meters)            **(feet)            
 ET1089  ___________________________________________________________________
 ET1089  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 ET1089  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 ET1089  HORZ ORDER  -  THIRD
 ET1089
 ET1089.The horizontal coordinates were established by classical geodetic methods
 ET1089.and adjusted by the National Geodetic Survey in August 1993.
 ET1089
 ET1089
 ET1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1089
 ET1089.The geoid height was determined by GEOID03.
 ET1089
 ET1089;                    North         East     Units Scale Factor Converg.
 ET1089;SPC AZ W     -   380,596.611   193,927.878   MT  0.99993799   -0 07 10.4
 ET1089;SPC AZ W     - 1,248,676.55    636,246.32   iFT  0.99993799   -0 07 10.4
 ET1089;UTM  12      - 3,814,030.073   227,866.449   MT  1.00051294   -1 40 31.8
 ET1089;UTM  11      - 3,814,240.206   779,224.713   MT  1.00056114   +1 43 09.1
 ET1089
 ET1089                          SUPERSEDED SURVEY CONTROL
 ET1089
 ET1089  NAD 83(1986)-  34 25 55.02141(N)    113 57 41.15440(W) AD(       ) 4
 ET1089  NAD 27      -  34 25 54.99700(N)    113 57 38.34400(W) AD(       ) 3
 ET1089
 ET1089.Superseded values are not recommended for survey control.
 ET1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1089.See file dsdata.txt to determine how the superseded data were derived.
 ET1089
 ET1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD2786614030(NAD 83)
 ET1089_MARKER: 03 = MOUNTAIN PEAK
 ET1089
 ET1089  HISTORY     - Date     Condition        Report By
 ET1089  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1089
 ET1089                          STATION DESCRIPTION
 ET1089
 ET1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1089'THE STATION IS ABOUT 20 MILES WEST BY SOUTH OF SIGNAL, 27 MILES
 ET1089'NORTHEAST OF PARKER, 34 MILES SOUTH-SOUTHEAST OF YUCCA AND AT
 ET1089'THE SOUTHERN END OF A BROAD FLAT VALLEY KNOWN AS DUTCH FLATS.
 ET1089'
 ET1089'THE STATION IS THE CENTER OF THE TOP OF THE DOME-SHAPED PEAK
 ET1089'OF A DARK ROCKY MOUNTAIN WHICH IS VERY PROMINENT AND CAN BE
 ET1089'SEEN FOR SEVERAL MILES IN ALL DIRECTIONS.  THERE IS A SIMILAR
 ET1089'SHAPED MOUNTAIN PEAK OF APPROXIMATELY THE SAME ELEVATION ABOUT
 ET1089'1/2 MILE NORTH BY WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6994 ***********************************************************************
 AC6994  DESIGNATION -  SOW A
 AC6994  PID         -  AC6994
 AC6994  STATE/COUNTY-  AZ/NAVAJO
 AC6994  USGS QUAD   -  SHOW LOW NORTH (1970)
 AC6994
 AC6994                         *CURRENT SURVEY CONTROL
 AC6994  ___________________________________________________________________
 AC6994* NAD 83(2007)-  34 15 54.78915(N)    110 00 13.76006(W)     ADJUSTED  
 AC6994* NAVD 88     -      1953.4    (meters)    6409.     (feet)  GPS OBS   
 AC6994  ___________________________________________________________________
 AC6994  EPOCH DATE  -        2007.00
 AC6994  X           -  -1,805,631.401 (meters)                     COMP
 AC6994  Y           -  -4,959,901.966 (meters)                     COMP
 AC6994  Z           -   3,571,884.633 (meters)                     COMP
 AC6994  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AC6994  ELLIP HEIGHT-        1929.681 (meters)          (02/10/07) ADJUSTED
 AC6994  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AC6994
 AC6994  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6994  Type    PID    Designation                      North   East  Ellip
 AC6994  -------------------------------------------------------------------
 AC6994  NETWORK AC6994 SOW A                             1.53   1.29   2.31
 AC6994  -------------------------------------------------------------------
 AC6994
 AC6994.This mark is at Show Low Municipal Airport (SOW)
 AC6994
 AC6994.The horizontal coordinates were established by GPS observations
 AC6994.and adjusted by the National Geodetic Survey in February 2007.
 AC6994
 AC6994.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6994.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6994.The horizontal coordinates are valid at the epoch date displayed above.
 AC6994.The epoch date for horizontal control is a decimal equivalence
 AC6994.of Year/Month/Day.
 AC6994
 AC6994.The orthometric height was determined by GPS observations and a
 AC6994.high-resolution geoid model.
 AC6994
 AC6994.Photographs are available for this station.
 AC6994
 AC6994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6994
 AC6994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6994
 AC6994.The ellipsoidal height was determined by GPS observations
 AC6994.and is referenced to NAD 83.
 AC6994
 AC6994.The geoid height was determined by GEOID03.
 AC6994
 AC6994;                    North         East     Units Scale Factor Converg.
 AC6994;SPC AZ E     -   362,082.290   228,355.938   MT  0.99990277   +0 05 30.1
 AC6994;SPC AZ E     - 1,187,934.02    749,199.27   iFT  0.99990277   +0 05 30.1
 AC6994;UTM  12      - 3,792,012.496   591,709.668   MT  0.99970367   +0 33 39.3
 AC6994
 AC6994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6994!SPC AZ E     -   0.99969717  x   0.99990277  =   0.99959997
 AC6994!UTM  12      -   0.99969717  x   0.99970367  =   0.99940093
 AC6994
 AC6994                          SUPERSEDED SURVEY CONTROL
 AC6994
 AC6994  ELLIP H (08/22/01) 1929.700  (m)                       GP(       ) 4 2
 AC6994  NAD 83(1992)-  34 15 54.78903(N)    110 00 13.75970(W) AD(       ) 3
 AC6994  ELLIP H (01/12/01) 1929.737  (m)                       GP(       ) 4 2
 AC6994
 AC6994.Superseded values are not recommended for survey control.
 AC6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6994.See file dsdata.txt to determine how the superseded data were derived.
 AC6994
 AC6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9171092012(NAD 83)
 AC6994_MARKER: DD = SURVEY DISK
 AC6994_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6994_SP_SET: WINDSOCK BASE
 AC6994_STAMPING: SOW A 1990
 AC6994_MARK LOGO: NOS   
 AC6994_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6994+STABILITY: SURFACE MOTION
 AC6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6994+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2000
 AC6994
 AC6994  HISTORY     - Date     Condition        Report By
 AC6994  HISTORY     - 1990     MONUMENTED       NOS
 AC6994  HISTORY     - 19960227 POOR             CHANCE
 AC6994  HISTORY     - 20001102 GOOD             NGS
 AC6994
 AC6994                          STATION DESCRIPTION
 AC6994
 AC6994'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (DMM)
 AC6994'STATION IS LOCATED BETWEEN THE RUNWAYS EAST OF THE MIDFIELD TAXIWAY,
 AC6994'WITHIN THE SEGMENTED CIRCLE ENCOMPASSING A WINDSOCK AND WINDTEE.  IT
 AC6994'IS 33.6 FT (10.2 M) SOUTH-SOUTHWEST OF THE SPINDLE OF THE WINDTREE. A
 AC6994'STANDARD NOS DISK STAMPED, SOW A 1990 SET IN A DRILL HOLE IN AN
 AC6994'IRREGULAR MASS OF CONCRETE FORMING THE BASE OF THE WINDSOCK.
 AC6994
 AC6994                          STATION RECOVERY (1996)
 AC6994
 AC6994'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC6994'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN FAIR CONDITION.  STATION
 AC6994'APPEARS TO BE UNSTABLE.  A NEW DESCRIPTION FOLLOWS  THE STATION IS
 AC6994'LOCATED APPROXIMATELY 3.0 KM (1.85 MI) EAST-NORTHEAST OF THE CITY OF
 AC6994'SHOW LOW AT THE SHOW LOW MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF SHOW
 AC6994'LOW, DARRELL PURCELL - AIRPORT MANAGER, PHONE (520) 537-5629  TO REACH
 AC6994'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77 NORTH AND US HIGHWAY
 AC6994'60 EAST-NORTHEAST OF SHOW LOW, PROCEED EAST-NORTHEAST ON US HIGHWAY 60
 AC6994'FOR 0.9 KM (0.55 MI) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO
 AC6994'NORTH ON AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO THE JUNCTION WITH
 AC6994'AIRPORT LOOP ROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.3 KM (0.20 MI)
 AC6994'ON AIRPORT LOOP ROAD TO THE AIRPORT TERMINAL BUILDING AND GATE TO THE
 AC6994'AIRFIELD.  GO STRAIGHT NORTHEAST ACROSS THE NORTHWEST-SOUTHEAST
 AC6994'TAXIWAY TO A GRAVEL ROAD.  CONTINUE NORTHEAST ON THE GRAVEL ROAD TO
 AC6994'THE STATION ON THE LEFT AT THE CIRCLE FOR A WINDSTOCK  THE STATION IS
 AC6994'A STANDARD NOS DISK SET INTO A DRILL HOLE IN AN IRREGULAR MASS OF
 AC6994'CONCRETE FORMING THE BASE OF THE WINDSTOCK.  THE STATION IS LOCATED
 AC6994'20.0 M (65.6 FT) NORTH OF THE GRAVEL ROAD CENTERLINE, 10.2 M (33.5 FT)
 AC6994'SOUTH-SOUTHWEST OF THE SPINDLE OF THE WINDSTOCK, AND 7.1 M (23.3 FT)
 AC6994'NORTH OF STATION SOW B
 AC6994
 AC6994                          STATION RECOVERY (2000)
 AC6994
 AC6994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC6994'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST-NORTHEAST OF SHOW
 AC6994'LOW AT THE SHOW LOW MUNICIPAL AIRPORT, JUST EAST OF THE NEW
 AC6994'TERMINAL,  NEAR MIDFIELD AND NEXT TO A WINDSOCK.  OWNERSHIP--CITY
 AC6994'OF SHOW LOW.   AIRPORT MANAGER IS DARREL PURCELL.  PHONE
 AC6994'520-537-5629.  CONTACT HIM  AT LEAST ONE DAY IN ADVANCE FOR
 AC6994'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 AC6994'GATE.
 AC6994' TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 AC6994'77 ON THE NORTHEAST SIDE OF SHOW LOW, GO EAST-NORTHEAST ON
 AC6994'HIGHWAY 60 FOR 0.9 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AC6994'LEFT.  TURN LEFT, NORTH, FOR 0.3 KM (0.20 MI) TO THE AIRPORT LOOP ROAD
 AC6994'ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON THE ROAD FOR 0.3 KM (0.20
 AC6994'MI) TO THE OLD TERMINAL ON THE RIGHT AND A  LOCKED GATE.  PASS
 AC6994'THROUGH THE GATE, NORTHEAST, CROSSING TAXI 1, THEN ON A PAVED
 AC6994'ROAD FOR 0.15 KM (0.10 MI) TO THE SEGMENTED CIRCLE AND THE STATION
 AC6994'ON THE LEFT.
 AC6994' THE STATION IS SET IN THE TOP OF A 1 M (3.3 FT)  IRREGULAR MASS OF
 AC6994'CONCRETE WHICH IS THE FOUNDATION FOR THE WINDSOCK AND SET FLUSH
 AC6994'WITH THE GROUND.  IT IS 63.0 M (206.7 FT) SOUTHEAST OF THE EDGE OF
 AC6994'TAXI
 AC6994'A, 7.5 M (24.6 FT) NORTHEAST OF SECONDARY AIRPORT CONTROL STATION
 AC6994'(SACS) SOW B 1996, 7.3 M (24.0 FT) NORTHEAST OF A FIBERGLASS WITNESS
 AC6994'POST, AND 0.4 M (1.3 FT) SOUTHWEST OF THE WINDSOCK.
 AC6994'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6831 ***********************************************************************
 AC6831  SACS        -  This is a Secondary Airport Control Station.
 AC6831  DESIGNATION -  SOW B
 AC6831  PID         -  AC6831
 AC6831  STATE/COUNTY-  AZ/NAVAJO
 AC6831  USGS QUAD   -  SHOW LOW NORTH (1970)
 AC6831
 AC6831                         *CURRENT SURVEY CONTROL
 AC6831  ___________________________________________________________________
 AC6831* NAD 83(2007)-  34 15 54.57807(N)    110 00 13.87163(W)     ADJUSTED  
 AC6831* NAVD 88     -      1953.29   (meters)    6408.4    (feet)  GPS OBS   
 AC6831  ___________________________________________________________________
 AC6831  EPOCH DATE  -        2007.00
 AC6831  X           -  -1,805,635.295 (meters)                     COMP
 AC6831  Y           -  -4,959,904.317 (meters)                     COMP
 AC6831  Z           -   3,571,879.173 (meters)                     COMP
 AC6831  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AC6831  ELLIP HEIGHT-        1929.534 (meters)          (02/10/07) ADJUSTED
 AC6831  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AC6831
 AC6831  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6831  Type    PID    Designation                      North   East  Ellip
 AC6831  -------------------------------------------------------------------
 AC6831  NETWORK AC6831 SOW B                             0.49   0.39   1.25
 AC6831  -------------------------------------------------------------------
 AC6831
 AC6831.This mark is at Show Low Municipal Airport (SOW)
 AC6831
 AC6831.The horizontal coordinates were established by GPS observations
 AC6831.and adjusted by the National Geodetic Survey in February 2007.
 AC6831
 AC6831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6831.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6831.The horizontal coordinates are valid at the epoch date displayed above.
 AC6831.The epoch date for horizontal control is a decimal equivalence
 AC6831.of Year/Month/Day.
 AC6831
 AC6831.The orthometric height was determined by GPS observations and a
 AC6831.high-resolution geoid model.
 AC6831
 AC6831.GPS derived orthometric heights for airport stations designated as
 AC6831.PACS or SACS are published to 2 decimal places.  This maintains
 AC6831.centimeter relative accuracy between the PACS and SACS.  It does
 AC6831.not indicate centimeter accuracy relative to other marks which are
 AC6831.part of the NAVD 88 network.
 AC6831
 AC6831.Photographs are available for this station.
 AC6831
 AC6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6831
 AC6831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6831
 AC6831.The ellipsoidal height was determined by GPS observations
 AC6831.and is referenced to NAD 83.
 AC6831
 AC6831.The geoid height was determined by GEOID03.
 AC6831
 AC6831;                    North         East     Units Scale Factor Converg.
 AC6831;SPC AZ E     -   362,075.782   228,353.095   MT  0.99990277   +0 05 30.0
 AC6831;SPC AZ E     - 1,187,912.67    749,189.94   iFT  0.99990277   +0 05 30.0
 AC6831;UTM  12      - 3,792,005.967   591,706.878   MT  0.99970367   +0 33 39.2
 AC6831
 AC6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6831!SPC AZ E     -   0.99969719  x   0.99990277  =   0.99959999
 AC6831!UTM  12      -   0.99969719  x   0.99970367  =   0.99940095
 AC6831
 AC6831                          SUPERSEDED SURVEY CONTROL
 AC6831
 AC6831  ELLIP H (01/12/01) 1929.548  (m)                       GP(       ) 4 1
 AC6831  NAD 83(1992)-  34 15 54.57799(N)    110 00 13.87130(W) AD(       ) 1
 AC6831  ELLIP H (03/14/97) 1929.585  (m)                       GP(       ) 3 1
 AC6831
 AC6831.Superseded values are not recommended for survey control.
 AC6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6831.See file dsdata.txt to determine how the superseded data were derived.
 AC6831
 AC6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9170792006(NAD 83)
 AC6831_MARKER: DD = SURVEY DISK
 AC6831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6831_STAMPING: SOW B 1996
 AC6831_MARK LOGO: NGS   
 AC6831_PROJECTION: FLUSH
 AC6831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6831+STABILITY: SURFACE MOTION
 AC6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6831+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2000
 AC6831_ROD/PIPE-DEPTH: 1.00 meters
 AC6831
 AC6831  HISTORY     - Date     Condition        Report By
 AC6831  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6831  HISTORY     - 20001102 GOOD             NGS
 AC6831
 AC6831                          STATION DESCRIPTION
 AC6831
 AC6831'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6831'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) EAST-NORTHEAST
 AC6831'OF THE CITY OF SHOW LOW AT THE SHOW LOW MUNICIPAL AIRPORT.  OWNERSHIP
 AC6831'-- CITY OF SHOW LOW, DARRELL PURCELL - AIRPORT MANAGER, PHONE (520)
 AC6831'537-5629 TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77
 AC6831'NORTH AND US HIGHWAY 60 EAST-NORTHEAST OF SHOW LOW, PROCEED
 AC6831'EAST-NORTHEAST ON US HIGHWAY 60 FOR 0.9 KM (0.55 MI) TO AIRPORT ROAD
 AC6831'ON THE LEFT.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.3 KM (0.20
 AC6831'MI) TO THE JUNCTION WITH AIRPORT LOOP ROAD.  TURN RIGHT AND GO
 AC6831'NORTHEAST FOR 0.3 KM (0.20 MI) ON AIRPORT LOOP ROAD TO THE AIRPORT
 AC6831'TERMINAL BUILDING AND GATE TO THE AIRFIELD.  PASS THROUGH GATE AND GO
 AC6831'NORTHEAST FOR 0.15 KM (0.10 MI) CROSSING TAXIWAY 1 AND CONTINUING
 AC6831'ALONG A GRAVEL ROAD TO THE STATION ON THE LEFT AT THE SEGMENTED CIRCLE
 AC6831'THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A
 AC6831'1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND
 AC6831'ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AC6831'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC6831'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC6831'STATION IS LOCATED 7.52 M (24.67 FT) SOUTH-SOUTHWEST OF THE WINDSOCK
 AC6831'MAST, 15.75 M (51.67 FT) SOUTH OF THE WIND TEE, 61.0 M (200.1 FT)
 AC6831'SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY A, 17.50 M (57.41 FT) NORTH
 AC6831'OF THE CENTERLINE OF GRAVEL ROAD, 7.08 M (23.23 FT) SOUTH-SOUTHWEST OF
 AC6831'NOS DISK IN CONCRETE MONUMENT STAMPED SOW A 1990, AND 0.9 M (3.0 FT)
 AC6831'WEST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A
 AC6831'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6831
 AC6831                          STATION RECOVERY (2000)
 AC6831
 AC6831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC6831'RECOVERED AS DESCRIBED.
 AC6831'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6830 ***********************************************************************
 AC6830  PACS        -  This is a Primary Airport Control Station.
 AC6830  DESIGNATION -  SOW C
 AC6830  PID         -  AC6830
 AC6830  STATE/COUNTY-  AZ/NAVAJO
 AC6830  USGS QUAD   -  SILVER SPRINGS (1984)
 AC6830
 AC6830                         *CURRENT SURVEY CONTROL
 AC6830  ___________________________________________________________________
 AC6830* NAD 83(2007)-  34 16 08.62716(N)    109 59 50.11219(W)     ADJUSTED  
 AC6830* NAVD 88     -      1949.09   (meters)    6394.6    (feet)  GPS OBS   
 AC6830  ___________________________________________________________________
 AC6830  EPOCH DATE  -        2007.00
 AC6830  X           -  -1,804,979.393 (meters)                     COMP
 AC6830  Y           -  -4,959,879.902 (meters)                     COMP
 AC6830  Z           -   3,572,234.677 (meters)                     COMP
 AC6830  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 AC6830  ELLIP HEIGHT-        1925.343 (meters)          (02/10/07) ADJUSTED
 AC6830  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AC6830
 AC6830  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6830  Type    PID    Designation                      North   East  Ellip
 AC6830  -------------------------------------------------------------------
 AC6830  NETWORK AC6830 SOW C                             0.39   0.35   1.23
 AC6830  -------------------------------------------------------------------
 AC6830
 AC6830.This mark is at Show Low Municipal Airport (SOW)
 AC6830
 AC6830.The horizontal coordinates were established by GPS observations
 AC6830.and adjusted by the National Geodetic Survey in February 2007.
 AC6830
 AC6830.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6830.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6830.The horizontal coordinates are valid at the epoch date displayed above.
 AC6830.The epoch date for horizontal control is a decimal equivalence
 AC6830.of Year/Month/Day.
 AC6830
 AC6830.The orthometric height was determined by GPS observations and a
 AC6830.high-resolution geoid model.
 AC6830
 AC6830.GPS derived orthometric heights for airport stations designated as
 AC6830.PACS or SACS are published to 2 decimal places.  This maintains
 AC6830.centimeter relative accuracy between the PACS and SACS.  It does
 AC6830.not indicate centimeter accuracy relative to other marks which are
 AC6830.part of the NAVD 88 network.
 AC6830
 AC6830.Photographs are available for this station.
 AC6830
 AC6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6830
 AC6830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6830
 AC6830.The ellipsoidal height was determined by GPS observations
 AC6830.and is referenced to NAD 83.
 AC6830
 AC6830.The geoid height was determined by GEOID03.
 AC6830
 AC6830;                    North         East     Units Scale Factor Converg.
 AC6830;SPC AZ E     -   362,509.628   228,960.138   MT  0.99990300   +0 05 43.4
 AC6830;SPC AZ E     - 1,189,336.05    751,181.56   iFT  0.99990300   +0 05 43.4
 AC6830;UTM  12      - 3,792,444.682   592,310.229   MT  0.99970504   +0 33 52.8
 AC6830
 AC6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6830!SPC AZ E     -   0.99969785  x   0.99990300  =   0.99960088
 AC6830!UTM  12      -   0.99969785  x   0.99970504  =   0.99940298
 AC6830
 AC6830|---------------------------------------------------------------------|
 AC6830| PID    Reference Object                     Distance      Geod. Az  |
 AC6830|                                                           dddmmss.s |
 AC6830| AI9415 SOW CL END RWY 24                   148.768 METERS 11141     |
 AC6830| AI9414 SOW CL END RWY 21                   147.352 METERS 20104     |
 AC6830| AI9411 SOW DSPLCD THR 24                   138.278 METERS 21709     |
 AC6830| AI9412 SOW CL END RWY 3                    APPROX. 1.3 KM 2245628.7 |
 AC6830|---------------------------------------------------------------------|
 AC6830
 AC6830                          SUPERSEDED SURVEY CONTROL
 AC6830
 AC6830  ELLIP H (01/12/01) 1925.358  (m)                       GP(       ) 4 1
 AC6830  NAD 83(1992)-  34 16 08.62708(N)    109 59 50.11183(W) AD(       ) B
 AC6830  ELLIP H (03/14/97) 1925.395  (m)                       GP(       ) 3 1
 AC6830
 AC6830.Superseded values are not recommended for survey control.
 AC6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6830.See file dsdata.txt to determine how the superseded data were derived.
 AC6830
 AC6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9231092445(NAD 83)
 AC6830_MARKER: F = FLANGE-ENCASED ROD
 AC6830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6830_STAMPING: SOW C 1996
 AC6830_MARK LOGO: NGS   
 AC6830_PROJECTION: FLUSH
 AC6830_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6830+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 AC6830_ROD/PIPE-DEPTH: 4.0  meters
 AC6830_SLEEVE-DEPTH  : 0.9 meters
 AC6830
 AC6830  HISTORY     - Date     Condition        Report By
 AC6830  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6830  HISTORY     - 20001102 GOOD             NGS
 AC6830  HISTORY     - 20041104 GOOD             MSAM
 AC6830  HISTORY     - 20060712 GOOD             NGS
 AC6830
 AC6830                          STATION DESCRIPTION
 AC6830
 AC6830'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6830'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) EAST-NORTHEAST
 AC6830'OF THE CITY OF SHOW LOW AT THE SHOW LOW MUNICIPAL AIRPORT.  OWNERSHIP
 AC6830'-- CITY OF SHOW LOW, DARRELL PURCELL - AIRPORT MANAGER, PHONE (520)
 AC6830'537-5629 TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77
 AC6830'NORTH AND US HIGHWAY 60 EAST-NORTHEAST OF SHOW LOW, PROCEED
 AC6830'EAST-NORTHEAST ON US HIGHWAY 60 FOR 0.9 KM (0.55 MI) TO AIRPORT ROAD
 AC6830'ON THE LEFT.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.3 KM (0.20
 AC6830'MI) TO THE JUNCTION WITH AIRPORT LOOP ROAD.  TURN RIGHT AND GO
 AC6830'NORTHEAST FOR 0.3 KM (0.20 MI) ON AIRPORT LOOP ROAD TO THE AIRPORT
 AC6830'TERMINAL BUILDING AND GATE TO THE AIRFIELD.  PASS THROUGH GATE AND
 AC6830'TURN RIGHT ONTO TAXIWAY 1.  PROCEED SOUTHEAST ALONG TAXIWAY 1 FOR 0.15
 AC6830'KM (0.10 MI) CROSSING RUNWAY 3-21 TO THE APRON BY THE HANGARS.  TURN
 AC6830'LEFT AND GO NORTHEAST ALONG APRON AND TAXIWAY 2 FOR 0.8 KM (0.50 MI)
 AC6830'TO THE APPROACH END OF RUNWAY 24.  TURN LEFT AND CROSS THE APPROACH
 AC6830'END OF RUNWAY 24.  CONTINUE NORTHWESTERLY TO THE STATION LOCATED 75 M
 AC6830'(246.1 FT) NORTH OF THE RUNWAY END IN AN ELEVATED AREA THE STATION IS
 AC6830'THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 AC6830'OF 4.00 M (13.12 FT) RECESSED 12 CM BELOW GROUND LEVEL IN A 2.5 CM DIA
 AC6830'GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 AC6830'DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AC6830'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED
 AC6830'72.30 M (237.20 FT) NORTH-NORTHWEST OF THE FIRST RUNWAY LIGHT WEST OF
 AC6830'THE APPROACH END OF RUNWAY 24, 75.30 M (247.05 FT) NORTH-NORTHWEST OF
 AC6830'THE NORTH EDGE OF RUNWAY 6-24, 96.40 M (316.27 FT) NORTHWEST OF THE
 AC6830'NORTHERNMOST THRESHOLD LIGHT, 88.70 M (291.01 FT) WEST-NORTHWEST OF
 AC6830'THE CONCRETE BASE OF THE NORTHERN RUNWAY END IDENTIFIER LIGHT (REIL) ,
 AC6830'16.65 M (54.63 FT) EAST-NORTHEAST OF THE CENTER OF THE TOP OF A
 AC6830'CULVERT HEADWALL, 20.40 M (66.93 FT) SOUTH-SOUTHEAST OF THE NORTHEAST
 AC6830'CORNER OF A CONCRETE SLAB NORTHEAST OF THE HEADWALL, 0.9 M (3.0 FT)
 AC6830'SOUTH OF A CARSONITE WITNESS POST, AND 0.9 M (3.0 FT) EAST OF A
 AC6830'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AC6830'CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6830
 AC6830                          STATION RECOVERY (2000)
 AC6830
 AC6830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC6830'RECOVERED AS DESCRIBED.
 AC6830'
 AC6830
 AC6830                          STATION RECOVERY (2004)
 AC6830
 AC6830'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 AC6830'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2004
 AC6830'RECOVERED AS DESCRIBED.
 AC6830
 AC6830                          STATION RECOVERY (2006)
 AC6830
 AC6830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 AC6830'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6832 ***********************************************************************
 AC6832  SACS        -  This is a Secondary Airport Control Station.
 AC6832  DESIGNATION -  SOW D
 AC6832  PID         -  AC6832
 AC6832  STATE/COUNTY-  AZ/NAVAJO
 AC6832  USGS QUAD   -  SHOW LOW NORTH (1970)
 AC6832
 AC6832                         *CURRENT SURVEY CONTROL
 AC6832  ___________________________________________________________________
 AC6832* NAD 83(2007)-  34 15 54.54042(N)    110 00 55.66313(W)     ADJUSTED  
 AC6832* NAVD 88     -      1948.97   (meters)    6394.2    (feet)  GPS OBS   
 AC6832  ___________________________________________________________________
 AC6832  EPOCH DATE  -        2007.00
 AC6832  X           -  -1,806,639.186 (meters)                     COMP
 AC6832  Y           -  -4,959,535.621 (meters)                     COMP
 AC6832  Z           -   3,571,875.773 (meters)                     COMP
 AC6832  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 AC6832  ELLIP HEIGHT-        1925.198 (meters)          (02/10/07) ADJUSTED
 AC6832  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AC6832
 AC6832  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6832  Type    PID    Designation                      North   East  Ellip
 AC6832  -------------------------------------------------------------------
 AC6832  NETWORK AC6832 SOW D                             0.63   0.51   1.29
 AC6832  -------------------------------------------------------------------
 AC6832
 AC6832.This mark is at Show Low Municipal Airport (SOW)
 AC6832
 AC6832.The horizontal coordinates were established by GPS observations
 AC6832.and adjusted by the National Geodetic Survey in February 2007.
 AC6832
 AC6832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6832.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6832.The horizontal coordinates are valid at the epoch date displayed above.
 AC6832.The epoch date for horizontal control is a decimal equivalence
 AC6832.of Year/Month/Day.
 AC6832
 AC6832.The orthometric height was determined by GPS observations and a
 AC6832.high-resolution geoid model.
 AC6832
 AC6832.GPS derived orthometric heights for airport stations designated as
 AC6832.PACS or SACS are published to 2 decimal places.  This maintains
 AC6832.centimeter relative accuracy between the PACS and SACS.  It does
 AC6832.not indicate centimeter accuracy relative to other marks which are
 AC6832.part of the NAVD 88 network.
 AC6832
 AC6832.Photographs are available for this station.
 AC6832
 AC6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6832
 AC6832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6832
 AC6832.The ellipsoidal height was determined by GPS observations
 AC6832.and is referenced to NAD 83.
 AC6832
 AC6832.The geoid height was determined by GEOID03.
 AC6832
 AC6832;                    North         East     Units Scale Factor Converg.
 AC6832;SPC AZ E     -   362,072.973   227,284.074   MT  0.99990239   +0 05 06.5
 AC6832;SPC AZ E     - 1,187,903.45    745,682.66   iFT  0.99990239   +0 05 06.5
 AC6832;UTM  12      - 3,791,994.405   590,638.130   MT  0.99970126   +0 33 15.7
 AC6832
 AC6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6832!SPC AZ E     -   0.99969787  x   0.99990239  =   0.99960029
 AC6832!UTM  12      -   0.99969787  x   0.99970126  =   0.99939922
 AC6832
 AC6832                          SUPERSEDED SURVEY CONTROL
 AC6832
 AC6832  ELLIP H (01/12/01) 1925.211  (m)                       GP(       ) 4 1
 AC6832  NAD 83(1992)-  34 15 54.54022(N)    110 00 55.66288(W) AD(       ) 1
 AC6832  ELLIP H (03/14/97) 1925.249  (m)                       GP(       ) 3 1
 AC6832
 AC6832.Superseded values are not recommended for survey control.
 AC6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6832.See file dsdata.txt to determine how the superseded data were derived.
 AC6832
 AC6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9063891994(NAD 83)
 AC6832_MARKER: DD = SURVEY DISK
 AC6832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6832_STAMPING: SOW D 1996
 AC6832_MARK LOGO: NONE  
 AC6832_PROJECTION: FLUSH
 AC6832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6832+STABILITY: SURFACE MOTION
 AC6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6832+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2000
 AC6832_ROD/PIPE-DEPTH: 1.00 meters
 AC6832
 AC6832  HISTORY     - Date     Condition        Report By
 AC6832  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6832  HISTORY     - 20001102 GOOD             NGS
 AC6832
 AC6832                          STATION DESCRIPTION
 AC6832
 AC6832'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6832'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) EAST-NORTHEAST
 AC6832'OF THE CITY OF SHOW LOW AT THE SHOW LOW MUNICIPAL AIRPORT.  OWNERSHIP
 AC6832'-- CITY OF SHOW LOW, DARRELL PURCELL - AIRPORT MANAGER, PHONE (520)
 AC6832'537-5629 TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77
 AC6832'NORTH AND US HIGHWAY 60 EAST-NORTHEAST OF SHOW LOW, PROCEED
 AC6832'EAST-NORTHEAST ON US HIGHWAY 60 FOR 0.9 KM (0.55 MI) TO AIRPORT ROAD
 AC6832'ON THE LEFT.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.3 KM (0.20
 AC6832'MI) TO THE JUNCTION WITH AIRPORT LOOP ROAD.  TURN RIGHT AND GO
 AC6832'NORTHEAST FOR 0.3 KM (0.20 MI) ON AIRPORT LOOP ROAD TO THE AIRPORT
 AC6832'TERMINAL BUILDING AND GATE TO THE AIRFIELD.  PASS THROUGH GATE AND
 AC6832'TRUN LEFT ONTO TAXIWAY 1.  PROCEED NORTHWEST ALONG TAXIWAY 1 FOR 0.15
 AC6832'KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY A.  TURN LEFT AND GO
 AC6832'WEST-SOUTHWEST ON TAXIWAY A FOR 0.9 KM (0.55 MI) TO THE END OF THE
 AC6832'TAXIWAY AT THE APPROACH END OF RUNWAY 6.  TURN RIGHT AND GO
 AC6832'NORTH-NORTHWEST CROSSING THE APPROACH END OF RUNWAY 6 TO THE STATION
 AC6832'60 M (196.8 FT) NORTH OF THE RUNWAY END THE STATION IS THE CENTER OF A
 AC6832'5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AC6832'RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC
 AC6832'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6832'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6832'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 60.70 M
 AC6832'(199.15 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF RUNWAY 6-21, 69.90 M
 AC6832'(229.33 FT) NORTH-NORTHEAST OF THE NORTHERNMOST THRESHOLD LIGHT, 62.80
 AC6832'M (206.04 FT) NORTHWEST OF THE FIRST RUNWAY LIGHT EAST OF THE APPROACH
 AC6832'END OF RUNWAY 6, APPROXIMATELY 100 M (328.1 FT) WEST-SOUTHWEST OF A
 AC6832'WINDSOCK, 60.90 M (199.80 FT) NORTHEAST OF THE NORTHERN RUNWAY END
 AC6832'IDENTIFIER LIGHT (REIL) , AND 0.9 M (3.0 FT) SOUTHEAST OF A CARSONITE
 AC6832'WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC6832'STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6832
 AC6832                          STATION RECOVERY (2000)
 AC6832
 AC6832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC6832'RECOVERED AS DESCRIBED.
 AC6832'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0332 ***********************************************************************
 GQ0332  DESIGNATION -  SOWATS
 GQ0332  PID         -  GQ0332
 GQ0332  STATE/COUNTY-  AZ/COCONINO
 GQ0332  USGS QUAD   -  JUMPUP POINT (1988)
 GQ0332
 GQ0332                         *CURRENT SURVEY CONTROL
 GQ0332  ___________________________________________________________________
 GQ0332* NAD 83(1992)-  36 30 02.41884(N)    112 31 53.39064(W)     ADJUSTED  
 GQ0332* NAVD 88     -      1980.9    (meters)    6499.     (feet)  VERTCON   
 GQ0332  ___________________________________________________________________
 GQ0332  LAPLACE CORR-          12.67  (seconds)                    DEFLEC99
 GQ0332  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 GQ0332  HORZ ORDER  -  THIRD
 GQ0332
 GQ0332.The horizontal coordinates were established by classical geodetic methods
 GQ0332.and adjusted by the National Geodetic Survey in August 1993.
 GQ0332
 GQ0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0332
 GQ0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0332
 GQ0332.The geoid height was determined by GEOID03.
 GQ0332
 GQ0332;                    North         East     Units Scale Factor Converg.
 GQ0332;SPC AZ C     -   610,239.501   158,282.310   MT  0.99993736   -0 21 56.6
 GQ0332;SPC AZ C     - 2,002,098.10    519,298.92   iFT  0.99993736   -0 21 56.6
 GQ0332;UTM  12      - 4,040,573.140   362,842.711   MT  0.99983178   -0 54 40.1
 GQ0332
 GQ0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0332!SPC AZ C     -   0.99969276  x   0.99993736  =   0.99963014
 GQ0332!UTM  12      -   0.99969276  x   0.99983178  =   0.99952460
 GQ0332
 GQ0332:                Primary Azimuth Mark                     Grid Az
 GQ0332:SPC AZ C     -  SOWATS AZ MK                             126 45 59.0
 GQ0332:UTM  12      -  SOWATS AZ MK                             127 18 42.5
 GQ0332
 GQ0332|---------------------------------------------------------------------|
 GQ0332| PID    Reference Object                     Distance      Geod. Az  |
 GQ0332|                                                           dddmmss.s |
 GQ0332| CH3401 SOWATS AZ MK                                       1262402.4 |
 GQ0332| CH3402 SOWATS RM 1                           9.501 METERS 18542     |
 GQ0332| CH3403 SOWATS RM 2                          10.927 METERS 33909     |
 GQ0332|---------------------------------------------------------------------|
 GQ0332
 GQ0332                          SUPERSEDED SURVEY CONTROL
 GQ0332
 GQ0332  NAD 83(1986)-  36 30 02.41093(N)    112 31 53.38868(W) AD(       ) 3
 GQ0332  NAD 27      -  36 30 02.46500(N)    112 31 50.72400(W) AD(       ) 3
 GQ0332  NGVD 29 (05/08/89) 1980.0    (m)         6496.     (f) VERT ANG    3  
 GQ0332
 GQ0332.Superseded values are not recommended for survey control.
 GQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0332.See file dsdata.txt to determine how the superseded data were derived.
 GQ0332
 GQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6284340573(NAD 83)
 GQ0332_MARKER: DS = TRIANGULATION STATION DISK
 GQ0332_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0332
 GQ0332  HISTORY     - Date     Condition        Report By
 GQ0332  HISTORY     - 1953     MONUMENTED       CGS
 GQ0332  HISTORY     - 1956     GOOD             USGS
 GQ0332
 GQ0332                          STATION DESCRIPTION
 GQ0332
 GQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0332'STATION IS ON THE EAST RIM OF KANAB CANYON ON THE WESTERN
 GQ0332'END OF SEWATS POINT.  THIS IS ABOUT 6-1/2 MILES EAST OF THE
 GQ0332'MOHAVE-COCONINO COUNTY LINE, 6 MILES SOUTH-SOUTHEAST OF
 GQ0332'JUMPUP RANGER STATION AND ABOUT 12 MILES SOUTHWEST OF BIG
 GQ0332'SPRINGS RANGER STATION.  THE HILL IS BARE AND ROUND-TOPPED.
 GQ0332'
 GQ0332'TO REACH FROM THE ARIZONA CHECKING STATION IN FREDONIA, GO SOUTHEAST
 GQ0332'ON U.S. 89 FOR 1.4 MILES TO T-ROAD AND SIGN RYAN 22-BIG
 GQ0332'SPRINGS 27.  TURN RIGHT, SOUTHEASTERLY, AND FOLLOW GRAVELED
 GQ0332'ROAD FOR 27.6 MILES TO BIG SPRINGS FIELD STATION.  CONTINUE
 GQ0332'FOR 2.05 MILES TO SUMMIT OF HILL AT FORK AND SIGN BIG SADDLE-PINE
 GQ0332'FLAT.  TURN RIGHT FOR 0.15 MILE TO FORK.  TAKE LEFT FORK
 GQ0332'FOR 3.65 MILES TO A REVERSE Y-FORK AND SIGN RYAN 13-BIG
 GQ0332'SPRINGS 7.  KEEP LEFT FORK, STRAIGHT AHEAD, ON LOGGING ROAD
 GQ0332'FOR 2.6 MILES TO FORK AND SIGN PINE FLAT 2-GOOSE NECK 11.
 GQ0332'TAKE LEFT FORK FOR 1.05 MILES TO PINE FLAT HUNTING CAMP ON
 GQ0332'RIGHT.  CONTINUE FOR 1.7 MILES TO FORK.  KEEP LEFT FORK FOR
 GQ0332'0.4 MILE TO ANOTHER FORK.  KEEP LEFT FORK FOR 1.45 MILES TO A
 GQ0332'CATTLE GUARD AND METAL GATE.  PASS THROUGH AND GO 1.8 MILES
 GQ0332'TO A T-ROAD ABOUT 50 FEET BEFORE REACHING A CATTLE GUARD,
 GQ0332'AT SIGN SEWATS POINT 9.  TURN SHARP RIGHT, AS PER SIGN, AND GO
 GQ0332'4.5 MILES TO REVERSE Y-FORK.  KEEP RIGHT FORK STRAIGHT AHEAD,
 GQ0332'SOUTH-SOUTHWEST, FOR 0.4 MILE TO FORKS AND SIGN SEWATS POINT
 GQ0332'6-SEWATS SPRINGS 2.  KEEP LEFT FORK STRAIGHT AHEAD FOR 1.4
 GQ0332'MILES TO SEWATS CABIN ON LEFT.  CONTINUE SOUTH FOR 2.4
 GQ0332'MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE ON BLADED ROAD
 GQ0332'FOR 0.4 MILE TO THE END OF THE ROAD AT SEWATS POINT AND THE
 GQ0332'STATION.
 GQ0332'
 GQ0332'STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 GQ0332'HOLES IN BEDROCK.
 GQ0332'
 GQ0332'STATION MARK, STAMPED SOWATS 1953, IS FLUSH WITH THE GROUND.
 GQ0332'
 GQ0332'REFERENCE MARK 1, STAMPED SOWATS NO 1 1953, PROJECTS 3 INCHES.
 GQ0332'
 GQ0332'REFERENCE MARK 2, STAMPED SOWATS NO 2 1953, IS FLUSH WITH
 GQ0332'THE GROUND.
 GQ0332'
 GQ0332'AZIMUTH MARK, STAMPED SOWATS 1953, IS AT THE WEST EDGE OF
 GQ0332'THE BLADED ROAD.  21 FEET EAST OF A SMALL JUNIPER TREE WITH
 GQ0332'TRIANGLE BLAZE, 49 FEET NORTH OF A WOODEN ARROW ON A POST
 GQ0332'POINTING TO A WELL-DEFINED TRAIL AND AT THE BOTTOM OF THE GRADE,
 GQ0332'JUST SOUTH OF A WIRE-FENCE CORRAL.
 GQ0332
 GQ0332                          STATION RECOVERY (1956)
 GQ0332
 GQ0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0084 ***********************************************************************
 CG0084  DESIGNATION -  SPAN 2
 CG0084  PID         -  CG0084
 CG0084  STATE/COUNTY-  AZ/COCHISE
 CG0084  USGS QUAD   -  BENSON (1983)
 CG0084
 CG0084                         *CURRENT SURVEY CONTROL
 CG0084  ___________________________________________________________________
 CG0084* NAD 83(1992)-  31 58 26.46145(N)    110 19 29.42069(W)     NO CHECK  
 CG0084* NAVD 88     -      1169.36   (+/-2cm)    3836.5    (feet)  VERTCON   
 CG0084  ___________________________________________________________________
 CG0084  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CG0084  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0084  HORZ ORDER  -  THIRD
 CG0084  VERT ORDER  -  THIRD (See Below)
 CG0084
 CG0084.The horizontal coordinates were established by classical geodetic methods
 CG0084.and adjusted by the National Geodetic Survey in August 1993.
 CG0084.No horizontal observational check was made to the station.
 CG0084
 CG0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0084.The vertical order pertains to the NGVD 29 superseded value.
 CG0084
 CG0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0084
 CG0084.The geoid height was determined by GEOID03.
 CG0084
 CG0084;                    North         East     Units Scale Factor Converg.
 CG0084;SPC AZ E     -   107,997.079   198,411.065   MT  0.99990276   -0 05 01.5
 CG0084;SPC AZ E     -   354,321.13    650,954.94   iFT  0.99990276   -0 05 01.5
 CG0084;SPC AZ C     -   109,093.048   363,812.713   MT  1.00017908   +0 50 35.1
 CG0084;SPC AZ C     -   357,916.82  1,193,611.26   iFT  1.00017908   +0 50 35.1
 CG0084;UTM  12      - 3,537,754.719   563,791.188   MT  0.99965018   +0 21 27.1
 CG0084
 CG0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0084!SPC AZ E     -   0.99982080  x   0.99990276  =   0.99972358
 CG0084!SPC AZ C     -   0.99982080  x   1.00017908  =   0.99999985
 CG0084!UTM  12      -   0.99982080  x   0.99965018  =   0.99947104
 CG0084
 CG0084|---------------------------------------------------------------------|
 CG0084| PID    Reference Object                     Distance      Geod. Az  |
 CG0084|                                                           dddmmss.s |
 CG0084| CG0085 SPAN 2 RM 4                          11.031 METERS 07350     |
 CG0084| CG0095 BENSON                              APPROX. 3.3 KM 1011953.5 |
 CG0084| CG0083 SPAN                                408.676 METERS 2273340.3 |
 CG0084| CG0086 SPAN 2 RM 3                          14.741 METERS 25351     |
 CG0084|---------------------------------------------------------------------|
 CG0084
 CG0084                          SUPERSEDED SURVEY CONTROL
 CG0084
 CG0084  NAD 83(1986)-  31 58 26.45571(N)    110 19 29.41564(W) AD(       ) 3
 CG0084  NAD 27      -  31 58 26.15694(N)    110 19 27.15862(W) AD(       ) 3
 CG0084  NGVD 29 (03/28/06) 1168.57   (m)         3833.9    (f) RESET       3  
 CG0084
 CG0084.Superseded values are not recommended for survey control.
 CG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0084.See file dsdata.txt to determine how the superseded data were derived.
 CG0084
 CG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6379137755(NAD 83)
 CG0084_MARKER: DS = TRIANGULATION STATION DISK
 CG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0084_STAMPING: SPAN 2 1968
 CG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0084+STABILITY: SURFACE MOTION
 CG0084
 CG0084  HISTORY     - Date     Condition        Report By
 CG0084  HISTORY     - 1968     MONUMENTED       AZHD
 CG0084  HISTORY     - 1968     GOOD             CGS
 CG0084  HISTORY     - 1986     GOOD             AZDT
 CG0084
 CG0084                          STATION DESCRIPTION
 CG0084
 CG0084'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 CG0084'THE STATION IS LOCATED ABOUT 2 MILES WEST OF BENSON.
 CG0084'
 CG0084'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO NORTH 0.5
 CG0084'MILE TO U.S. HIGHWAY 80, TURN LEFT, GO WEST ON HIGHWAY 80 FOR 2.15
 CG0084'MILES TO A DIRT TRACK ROAD, JUST AT THE BEGINNING OF A COMPLETED
 CG0084'SECTION INTERSTATE HIGHWAY 10 AT THE TOP OF THE HILL.  PROCEED ON
 CG0084'THE TRACK ROAD EAST-NORTHEAST ALONG THE TOP OF THE RIDGE FOR 0.10
 CG0084'MILE TO A WASH, CONTINUE ON TRACK ROAD WHICH BEARS RIGHT UP OUT
 CG0084'OF THE WASH FOR 0.22 MILE TO THE TOP OF A RIDGE, CONTINUE ON
 CG0084'TRACK ROAD ALONG CREST OF RIDGE FOR 0.2 MILE TO INTERSTATE
 CG0084'HIGHWAY 10 RIGHT-OF-WAY FENCE AND STATION 350 FEET EAST ALONG
 CG0084'THE RIGHT-OF-WAY FENCE LINE.  (THIS DESCRIPTION WILL NEED REVISING
 CG0084'UPON COMPLETION OF INTERSTATE HIGHWAY 10).
 CG0084'
 CG0084'THE MARK IS A STANDARD DISK STAMPED SPAN 2 1968 PROJECTING 0.37
 CG0084'FEET.  IT IS 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 CG0084'
 CG0084'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SPAN 2 NO 3 1968.
 CG0084'
 CG0084'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SPAN 2 NO 4 1968.
 CG0084'
 CG0084'BENSON 1960 CAN BE USED AS AN AZIMUTH MARK.
 CG0084
 CG0084                          STATION RECOVERY (1968)
 CG0084
 CG0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CG0084'2.85 MI WNW FROM BENSON.
 CG0084'THE STATION IS LOCATED ABOUT 2 MILES WEST OF BENSON.  TO REACH THE
 CG0084'STATION FROM THE POST OFFICE IN BENSON, GO NORTH 0.5 MILE TO U.S.
 CG0084'HIGHWAY 80, TURN LEFT, GO WEST ON HIGHWAY 80 FOR 2.15 MILES TO A DIRT
 CG0084'TRACK ROAD, JUST AT THE BEGINNING OF A COMPLETED SECTION INTERSTATE
 CG0084'HIGHWAY 10 AT THE TOP OF THE HILL.  PROCEED ON THE TRACK ROAD
 CG0084'EAST-NORTHEAST ALONG THE TOP OF THE RIDGE FOR 0.10 MILE TO A WASH,
 CG0084'CONTINUE ON TRACK ROAD WHICH BEARS RIGHT UP OUT OF THE WASH FOR 0.22
 CG0084'MILE TO THE TOP OF A RIDGE, CONTINUE ON TRACK ROAD ALONG CREST OF
 CG0084'RIDGE FOR 0.2 MILE TO INTERSTATE HIGHWAY 10 RIGHT-OF-WAY FENCE AND
 CG0084'STATION 350 FEET EAST ALONG THE RIGHT-OF-WAY FENCE LINE.
 CG0084
 CG0084                          STATION RECOVERY (1986)
 CG0084
 CG0084'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0084'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CG0084'IN 1968.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0084'
 CG0084'TO REACH THE STATION FROM THE POST OFFICE IN BENSON TRAVEL NORTH ALONG
 CG0084'OCOTILLO AVENUE 0.15 MILE TO 4TH STREET.  TURN LEFT AND TRAVEL WEST
 CG0084'FOR 1.15 MILES TO THE END OF TRUCK TRAVEL ON THE INTERSTATE HIGHWAY 10
 CG0084'ON RAMP AT LAMP POST NUMBER 50710.  PACK NORTH TO THE TOP OF CUT AND
 CG0084'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0086 ***********************************************************************
 CG0086  DESIGNATION -  SPAN 2 RM 3
 CG0086  PID         -  CG0086
 CG0086  STATE/COUNTY-  AZ/COCHISE
 CG0086  USGS QUAD   -  BENSON (1983)
 CG0086
 CG0086                         *CURRENT SURVEY CONTROL
 CG0086  ___________________________________________________________________
 CG0086* NAD 83(1986)-  31 58 26.     (N)    110 19 29.     (W)     SCALED    
 CG0086* NAVD 88     -      1169.68   (+/-2cm)    3837.5    (feet)  VERTCON   
 CG0086  ___________________________________________________________________
 CG0086  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0086  VERT ORDER  -  THIRD (See Below)
 CG0086
 CG0086.The horizontal coordinates were scaled from a topographic map and have
 CG0086.an estimated accuracy of +/- 6 seconds.
 CG0086
 CG0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0086.The vertical order pertains to the NGVD 29 superseded value.
 CG0086
 CG0086.The geoid height was determined by GEOID03.
 CG0086
 CG0086;                    North         East    Units  Estimated Accuracy
 CG0086;SPC AZ E     -   107,980.      198,420.      MT  (+/- 180 meters Scaled)
 CG0086
 CG0086                          SUPERSEDED SURVEY CONTROL
 CG0086
 CG0086  NGVD 29 (03/28/06) 1168.89   (m)         3834.9    (f) RESET       3  
 CG0086
 CG0086.Superseded values are not recommended for survey control.
 CG0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0086.See file dsdata.txt to determine how the superseded data were derived.
 CG0086
 CG0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA638377(NAD 83)
 CG0086_MARKER: DR = REFERENCE MARK DISK
 CG0086_SETTING: 0 = UNSPECIFIED SETTING
 CG0086_STAMPING: SPAN 2 NO 3 1968
 CG0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0086
 CG0086  HISTORY     - Date     Condition        Report By
 CG0086  HISTORY     - 1968     MONUMENTED       CGS
 CG0086
 CG0086                          STATION DESCRIPTION
 CG0086
 CG0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CG0086'2.85 MI WNW FROM BENSON.
 CG0086'THE STATION IS LOCATED ABOUT 2 MILES WEST OF BENSON.  TO REACH THE
 CG0086'STATION FROM THE POST OFFICE IN BENSON, GO NORTH 0.5 MILE TO U.S.
 CG0086'HIGHWAY 80, TURN LEFT, GO WEST ON HIGHWAY 80 FOR 2.15 MILES TO A DIRT
 CG0086'TRACK ROAD, JUST AT THE BEGINNING OF A COMPLETED SECTION INTERSTATE
 CG0086'HIGHWAY 10 AT THE TOP OF THE HILL.  PROCEED ON THE TRACK ROAD
 CG0086'EAST-NORTHEAST ALONG THE TOP OF THE RIDGE FOR 0.10 MILE TO A WASH,
 CG0086'CONTINUE ON TRACK ROAD WHICH BEARS RIGHT UP OUT OF THE WASH FOR 0.22
 CG0086'MILE TO THE TOP OF A RIDGE, CONTINUE ON TRACK ROAD ALONG CREST OF
 CG0086'RIDGE FOR 0.2 MILE TO INTERSTATE HIGHWAY 10 RIGHT-OF-WAY FENCE AND
 CG0086'STATION 350 FEET EAST ALONG THE RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0085 ***********************************************************************
 CG0085  DESIGNATION -  SPAN 2 RM 4
 CG0085  PID         -  CG0085
 CG0085  STATE/COUNTY-  AZ/COCHISE
 CG0085  USGS QUAD   -  BENSON (1983)
 CG0085
 CG0085                         *CURRENT SURVEY CONTROL
 CG0085  ___________________________________________________________________
 CG0085* NAD 83(1986)-  31 58 26.     (N)    110 19 29.     (W)     SCALED    
 CG0085* NAVD 88     -      1169.16   (+/-2cm)    3835.8    (feet)  VERTCON   
 CG0085  ___________________________________________________________________
 CG0085  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CG0085  VERT ORDER  -  THIRD (See Below)
 CG0085
 CG0085.The horizontal coordinates were scaled from a topographic map and have
 CG0085.an estimated accuracy of +/- 6 seconds.
 CG0085
 CG0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0085.The vertical order pertains to the NGVD 29 superseded value.
 CG0085
 CG0085.The geoid height was determined by GEOID03.
 CG0085
 CG0085;                    North         East    Units  Estimated Accuracy
 CG0085;SPC AZ E     -   107,980.      198,420.      MT  (+/- 180 meters Scaled)
 CG0085
 CG0085                          SUPERSEDED SURVEY CONTROL
 CG0085
 CG0085  NGVD 29 (03/28/06) 1168.37   (m)         3833.2    (f) RESET       3  
 CG0085
 CG0085.Superseded values are not recommended for survey control.
 CG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0085.See file dsdata.txt to determine how the superseded data were derived.
 CG0085
 CG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA638377(NAD 83)
 CG0085_MARKER: DR = REFERENCE MARK DISK
 CG0085_SETTING: 0 = UNSPECIFIED SETTING
 CG0085_STAMPING: SPAN 2 NO 4 1968
 CG0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0085
 CG0085  HISTORY     - Date     Condition        Report By
 CG0085  HISTORY     - 1968     MONUMENTED       CGS
 CG0085
 CG0085                          STATION DESCRIPTION
 CG0085
 CG0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CG0085'2.85 MI WNW FROM BENSON.
 CG0085'THE STATION IS LOCATED ABOUT 2 MILES WEST OF BENSON.  TO REACH THE
 CG0085'STATION FROM THE POST OFFICE IN BENSON, GO NORTH 0.5 MILE TO U.S.
 CG0085'HIGHWAY 80, TURN LEFT, GO WEST ON HIGHWAY 80 FOR 2.15 MILES TO A DIRT
 CG0085'TRACK ROAD, JUST AT THE BEGINNING OF A COMPLETED SECTION INTERSTATE
 CG0085'HIGHWAY 10 AT THE TOP OF THE HILL.  PROCEED ON THE TRACK ROAD
 CG0085'EAST-NORTHEAST ALONG THE TOP OF THE RIDGE FOR 0.10 MILE TO A WASH
 CG0085'CONTINUE ON TRACK ROAD WHICH BEARS RIGHT UP OUT OF THE WASH FOR 0.22
 CG0085'MILE TO THE TOP OF A RIDGE, CONTINUE ON TRACK ROAD ALONG CREST OF
 CG0085'RIDGE FOR 0.2 MILE TO INTERSTATE HIGHWAY 10 RIGHT-OF-WAY FENCE AND
 CG0085'STATION 350 FEET EAST ALONG THE RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0982 ***********************************************************************
 EU0982  DESIGNATION -  SPAN RM 1
 EU0982  PID         -  EU0982
 EU0982  STATE/COUNTY-  AZ/LA PAZ
 EU0982  USGS QUAD   -  PARKER (1975)
 EU0982
 EU0982                         *CURRENT SURVEY CONTROL
 EU0982  ___________________________________________________________________
 EU0982* NAD 83(1992)-  34 09 34.33347(N)    114 17 55.61164(W)     ADJUSTED  
 EU0982* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 EU0982  ___________________________________________________________________
 EU0982  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 EU0982  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EU0982  HORZ ORDER  -  THIRD
 EU0982
 EU0982.The horizontal coordinates were established by classical geodetic methods
 EU0982.and adjusted by the National Geodetic Survey in August 1993.
 EU0982
 EU0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0982
 EU0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0982
 EU0982.The geoid height was determined by GEOID03.
 EU0982
 EU0982;                    North         East     Units Scale Factor Converg.
 EU0982;SPC AZ W     -   350,496.293   162,759.046   MT  0.99996488   -0 18 29.3
 EU0982;SPC AZ W     - 1,149,922.22    533,986.37   iFT  0.99996488   -0 18 29.3
 EU0982;SPC CA 5     -   579,442.194 2,341,210.123   MT  0.99997505   +2 06 35.1
 EU0982;SPC CA 5     - 1,901,053.26  7,681,120.21   sFT  0.99997505   +2 06 35.1
 EU0982;UTM  11      - 3,783,142.831   749,018.758   MT  1.00036446   +1 31 03.0
 EU0982
 EU0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0982!SPC AZ W     -   0.99998670  x   0.99996488  =   0.99995159
 EU0982!SPC CA 5     -   0.99998670  x   0.99997505  =   0.99996176
 EU0982!UTM  11      -   0.99998670  x   1.00036446  =   1.00035116
 EU0982
 EU0982:                Primary Azimuth Mark                     Grid Az
 EU0982:SPC AZ W     -  CORAL                                    209 58 25.2
 EU0982:SPC CA 5     -  CORAL                                    207 33 20.8
 EU0982:UTM  11      -  CORAL                                    208 08 52.9
 EU0982
 EU0982|---------------------------------------------------------------------|
 EU0982| PID    Reference Object                     Distance      Geod. Az  |
 EU0982|                                                           dddmmss.s |
 EU0982| EU0971 CORAL                               APPROX. 1.0 KM 2093955.9 |
 EU0982| CC6514 SPAN RM 2                            11.285 METERS 26753     |
 EU0982| EU0981 BOUNDARY PT 11 AZ CA                  8.474 METERS 28318     |
 EU0982| EU0983 SPAN                                  8.009 METERS 31141     |
 EU0982|---------------------------------------------------------------------|
 EU0982
 EU0982                          SUPERSEDED SURVEY CONTROL
 EU0982
 EU0982  NAD 83(1986)-  34 09 34.33427(N)    114 17 55.61722(W) AD(       ) 3
 EU0982  NAD 27      -  34 09 34.27700(N)    114 17 52.79437(W) AD(       ) 3
 EU0982  NGVD 29 (07/19/86)  115.4    (m)          379.     (f) VERT ANG    3  
 EU0982
 EU0982.Superseded values are not recommended for survey control.
 EU0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0982.See file dsdata.txt to determine how the superseded data were derived.
 EU0982
 EU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4901983143(NAD 83)
 EU0982_MARKER: DS = TRIANGULATION STATION DISK
 EU0982_SETTING: 0 = UNSPECIFIED SETTING
 EU0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0982+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 EU0982
 EU0982  HISTORY     - Date     Condition        Report By
 EU0982  HISTORY     - 1964     MONUMENTED       CGS
 EU0982  HISTORY     - 20040809 GOOD             GEOCAC
 EU0982  HISTORY     - 20071019 GOOD             GEOCAC
 EU0982
 EU0982                          STATION DESCRIPTION
 EU0982
 EU0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 EU0982'THE STATION IS LOCATED 0.9 MILE NORTH OF PARKER, NEAR THE CENTER
 EU0982'AND ON THE EAST WALKWAY OF AUTO BRIDGE OVER THE COLORADO RIVER.
 EU0982'
 EU0982'TO REACH THE STATION FROM THE JUNCTIONS OF ARIZONA STATE
 EU0982'HIGHWAYS 95 AND SPUR 95 IN PARKER, GO NORTH ON SPUR 95 FOR 0.9
 EU0982'MILE TO THE STATION ON THE RIGHT NEAR THE CENTER OF THE BRIDGE.
 EU0982'
 EU0982'THE STATION MARK, A STANDARD DISK STAMPED SPAN 1964, IS
 EU0982'CEMENTED IN A DRILL HOLE IN CONCRETE OF THE WALKWAY OF BRIDGE
 EU0982'AND FLUSH WITH THE SURFACE.  IT IS 335 FEET SOUTH OF THE
 EU0982'NORTHWEST END OF BRIDGE, 330 FEET NORTH OF THE SOUTHEAST END
 EU0982'OF BRIDGE, 13 FEET EAST OF THE CENTER OF SPUR 95 AND 2 FEET
 EU0982'WEST OF THE EAST GUARD RAIL.
 EU0982'
 EU0982'REFERENCE MARK 1, A STANDARD DISK STAMPED SPAN NO 1 1964, IS
 EU0982'CEMENTED IN A DRILL HOLE IN CONCRETE OF THE WALKWAY OF BRIDGE
 EU0982'AND FLUSH WITH THE SURFACE.  IT IS 356 FEET SOUTH OF THE
 EU0982'NORTHWEST END OF BRIDGE, 309 FEET NORTH OF THE SOUTHEAST END OF
 EU0982'BRIDGE, 13 FEET EAST OF THE CENTER OF SPUR 95 AND 1.5 FEET WEST
 EU0982'OF THE EAST GUARD RAIL.
 EU0982'
 EU0982'REFERENCE MARK 2, A STANDARD DISK STAMPED SPAN NO 2 1964, IS
 EU0982'CEMENTED IN A DRILL HOLE IN CONCRETE OF THE WEST CURB OF
 EU0982'BRIDGE AND FLUSH WITH THE SURFACE.  IT IS 335 FEET NORTH OF THE
 EU0982'SOUTHWEST END OF BRIDGE, 330 FEET SOUTH OF THE NORTHWEST END OF
 EU0982'BRIDGE, 12.5 FEET WEST OF THE CENTER OF SPUR 95 AND 1/2 FOOT
 EU0982'EAST OF THE WEST GUARD RAIL.
 EU0982'
 EU0982'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 EU0982
 EU0982                          STATION RECOVERY (2004)
 EU0982
 EU0982'RECOVERY NOTE BY GEOCACHING 2004 (ACM)
 EU0982'RECOVERED IN GOOD CONDITION.
 EU0982
 EU0982                          STATION RECOVERY (2007)
 EU0982
 EU0982'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 EU0982'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 EU0982'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 EU0982'NOTE THAT THIS STATION IS FOR REFERENCE MARK 1. THE TRIANGULATION
 EU0982'STATION SPAN EU0983 DOES NOT HAVE AN ACTIVE DATA SHEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0946 ***********************************************************************
 ET0946  DESIGNATION -  SPAR
 ET0946  PID         -  ET0946
 ET0946  STATE/COUNTY-  AZ/YAVAPAI
 ET0946  USGS QUAD   -  WILHOIT (1969)
 ET0946
 ET0946                         *CURRENT SURVEY CONTROL
 ET0946  ___________________________________________________________________
 ET0946* NAD 83(1992)-  34 27 29.88496(N)    112 31 01.64506(W)     ADJUSTED  
 ET0946* NAVD 88     -      1758.8    (meters)    5770.     (feet)  VERTCON   
 ET0946  ___________________________________________________________________
 ET0946  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 ET0946  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 ET0946  HORZ ORDER  -  SECOND
 ET0946
 ET0946.The horizontal coordinates were established by classical geodetic methods
 ET0946.and adjusted by the National Geodetic Survey in August 1993.
 ET0946
 ET0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0946
 ET0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0946
 ET0946.The geoid height was determined by GEOID03.
 ET0946
 ET0946;                    North         East     Units Scale Factor Converg.
 ET0946;SPC AZ C     -   383,650.117   158,191.752   MT  0.99993750   -0 20 23.1
 ET0946;SPC AZ C     - 1,258,694.61    519,001.81   iFT  0.99993750   -0 20 23.1
 ET0946;UTM  12      - 3,814,017.449   360,647.910   MT  0.99983936   -0 51 30.7
 ET0946
 ET0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0946!SPC AZ C     -   0.99972818  x   0.99993750  =   0.99966569
 ET0946!UTM  12      -   0.99972818  x   0.99983936  =   0.99956758
 ET0946
 ET0946|---------------------------------------------------------------------|
 ET0946| PID    Reference Object                     Distance      Geod. Az  |
 ET0946|                                                           dddmmss.s |
 ET0946| CH3404 SPAR RM 1                             9.560 METERS 06444     |
 ET0946| ET0947 QUARTZ                              APPROX. 4.6 KM 2200808.2 |
 ET0946| CH3405 SPAR RM 2                            11.219 METERS 35546     |
 ET0946|---------------------------------------------------------------------|
 ET0946
 ET0946                          SUPERSEDED SURVEY CONTROL
 ET0946
 ET0946  NAD 83(1986)-  34 27 29.88288(N)    112 31 01.64457(W) AD(       ) 2
 ET0946  NAD 27      -  34 27 29.79667(N)    112 30 59.03117(W) AD(       ) 2
 ET0946  NGVD 29 (07/19/86) 1757.9    (m)         5767.     (f) VERT ANG    3  
 ET0946
 ET0946.Superseded values are not recommended for survey control.
 ET0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0946.See file dsdata.txt to determine how the superseded data were derived.
 ET0946
 ET0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6064814017(NAD 83)
 ET0946_MARKER: DD = SURVEY DISK
 ET0946_SETTING: 66 = SET IN ROCK OUTCROP
 ET0946_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0946+STABILITY: POSITION/ELEVATION WELL
 ET0946
 ET0946  HISTORY     - Date     Condition        Report By
 ET0946  HISTORY     - 1980     MONUMENTED       AZDT
 ET0946  HISTORY     - 20050529 MARK NOT FOUND   GEOCAC
 ET0946
 ET0946                          STATION DESCRIPTION
 ET0946
 ET0946'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0946'THE STATION IS LOCATED 6.5 MILES SOUTHWEST OF PRESCOTT, 5 MILES NORTH
 ET0946'EAST OF WILHOIT, ON TOP OF A SMALL HILL 100 YARDS SOUTH OF US 89.
 ET0946'
 ET0946'THE STATION MARK IS AN ADOT DISK STAMPED SPAR 1980.  IT IS SET IN A
 ET0946'DRILL HOLE IN A ROCK OUTCROP. 4.4 FEET WEST OF THE WITNESS POST.
 ET0946'
 ET0946'REFERENCE MARK 1 IS AN ADOT DISK STAMPED SPAR RM 1 1980.  IT IS SET IN
 ET0946'A DRILL HOLE IN A BOULDER.
 ET0946'
 ET0946'REFERENCE MARK 2 IS AN ADOT DISK STAMPED SPAR RM 2 1980.  IT IS SET IN
 ET0946'A DRILL HOLE IN A BOULDER.
 ET0946'
 ET0946'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT, TRAVEL WEST ON
 ET0946'GOODWIN STREET 1 BLOCK TO US HIGHWAY 89.  TURN LEFT AND TRAVEL SOUTH
 ET0946'ALONG US 89 FOR 8.75 MILES TO A CURVE RIGHT IN A HIGHWAY CUT.  TURN
 ET0946'LEFT AT NORTH END OF CUT FOR 50 FEET TO END OF TRUCK TRAVEL.  PACK
 ET0946'SOUTH UP RIDGE FOR 250 FEET TO THE STATION.
 ET0946
 ET0946                          STATION RECOVERY (2005)
 ET0946
 ET0946'RECOVERY NOTE BY GEOCACHING 2005 (JMH)
 ET0946'I LOCATED THE WITNESS POST BUT THE ACTUAL BENCHMARK WAS GONE. I SAW
 ET0946'WHERE IN THE ROCK IT WAS DRILLED OUT FOR THE BENCHMARK BUT THERE WAS
 ET0946'NO SIGN OF IT. REFERENCE MARK 1 APPEARED TO BE MISSING AS WELL AS
 ET0946'EVIDENCED BY AN EMPTY DRILL HOLE IN A BOULDER. REFERENCE MARK 2 WAS
 ET0946'FOUND IN GOOD CONDITION, HOWEVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0945 ***********************************************************************
 EU0945  DESIGNATION -  SPEARS
 EU0945  PID         -  EU0945
 EU0945  STATE/COUNTY-  AZ/MOHAVE
 EU0945  USGS QUAD   -  BOUNDARY CONE (1970)
 EU0945
 EU0945                         *CURRENT SURVEY CONTROL
 EU0945  ___________________________________________________________________
 EU0945* NAD 83(1992)-  34 55 14.36794(N)    114 29 31.57201(W)     ADJUSTED  
 EU0945* NAVD 88     -       318.1    (meters)    1044.     (feet)  VERTCON   
 EU0945  ___________________________________________________________________
 EU0945  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 EU0945  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EU0945  HORZ ORDER  -  FIRST
 EU0945
 EU0945.The horizontal coordinates were established by classical geodetic methods
 EU0945.and adjusted by the National Geodetic Survey in August 1993.
 EU0945
 EU0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0945
 EU0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0945
 EU0945.The geoid height was determined by GEOID03.
 EU0945
 EU0945;                    North         East     Units Scale Factor Converg.
 EU0945;SPC AZ W     -   435,038.754   145,553.279   MT  0.99998998   -0 25 29.4
 EU0945;SPC AZ W     - 1,427,292.50    477,537.00   iFT  0.99998998   -0 25 29.4
 EU0945;SPC CA 5     -   663,179.065 2,320,449.648   MT  0.99992649   +1 59 58.4
 EU0945;SPC CA 5     - 2,175,779.98  7,613,008.55   sFT  0.99992649   +1 59 58.4
 EU0945;SPC NV E     - 8,019,474.015   299,704.574   MT  1.00002248   +0 37 29.0
 EU0945;SPC NV E     -26,310,557.66    983,280.76   sFT  1.00002248   +0 37 29.0
 EU0945;UTM  11      - 3,867,115.609   729,095.821   MT  1.00024691   +1 26 10.5
 EU0945
 EU0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0945!SPC AZ W     -   0.99995486  x   0.99998998  =   0.99994484
 EU0945!SPC CA 5     -   0.99995486  x   0.99992649  =   0.99988136
 EU0945!SPC NV E     -   0.99995486  x   1.00002248  =   0.99997734
 EU0945!UTM  11      -   0.99995486  x   1.00024691  =   1.00020176
 EU0945
 EU0945:                Primary Azimuth Mark                     Grid Az
 EU0945:SPC AZ W     -  BOUNDARY CONE                            045 18 49.1
 EU0945:SPC CA 5     -  BOUNDARY CONE                            042 53 21.3
 EU0945:SPC NV E     -  BOUNDARY CONE                            044 15 50.7
 EU0945:UTM  11      -  BOUNDARY CONE                            043 27 09.2
 EU0945
 EU0945|---------------------------------------------------------------------|
 EU0945| PID    Reference Object                     Distance      Geod. Az  |
 EU0945|                                                           dddmmss.s |
 EU0945| EU0943 BOUNDARY CONE                       APPROX. 9.9 KM 0445319.7 |
 EU0945| EU1051 NEEDLES SILVER WATER TANK           APPROX.14.1 KM 2293731.8 |
 EU0945| CC6516 SPEARS RM 2                           7.262 METERS 23254     |
 EU0945| CC6515 SPEARS RM 1                           7.025 METERS 32756     |
 EU0945|---------------------------------------------------------------------|
 EU0945
 EU0945                          SUPERSEDED SURVEY CONTROL
 EU0945
 EU0945  NAD 83(1986)-  34 55 14.37335(N)    114 29 31.57449(W) AD(       ) 1
 EU0945  NAD 27      -  34 55 14.36100(N)    114 29 28.71200(W) AD(       ) 1
 EU0945  NGVD 29 (07/19/86)  317.4    (m)         1041.     (f) VERT ANG    3  
 EU0945
 EU0945.Superseded values are not recommended for survey control.
 EU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0945.See file dsdata.txt to determine how the superseded data were derived.
 EU0945
 EU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2909667116(NAD 83)
 EU0945_MARKER: DS = TRIANGULATION STATION DISK
 EU0945_SETTING: 80 = SET IN A BOULDER
 EU0945_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0945
 EU0945  HISTORY     - Date     Condition        Report By
 EU0945  HISTORY     - 1934     MONUMENTED       CGS
 EU0945
 EU0945                          STATION DESCRIPTION
 EU0945
 EU0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 EU0945'STATION IS ABOUT 9 MILES NE OF NEEDLES, ABOUT 15 MILES N OF
 EU0945'TOPOCK, 5 MILES NE OF SPEARS LAKE AND ABOUT 6 MILES SE OF
 EU0945'BOUNDARY CONE, (SHARP ROCKY PEAK EASILY IDENTIFIED FROM ANY
 EU0945'POINT ALONG THE HIGHWAY N OF TOPOCK) ON A ROUNDED NARROW RIDGE
 EU0945'BETWEEN TWO DEEP WASHES.  IT IS THE HIGHEST POINT IN THE
 EU0945'IMMEDIATE VICINITY.  A 4-FOOT ROCK CAIRN, 4 PACES NE OF STATION,
 EU0945'WAS LEFT TO HELP IDENTIFY THE LOCATION OF THE STATION.
 EU0945'
 EU0945'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 EU0945'WEDGED IN DRILL HOLES IN BOULDERS.
 EU0945'
 EU0945'REACHED AS FOLLOWS--FROM TOPOCK GO N ON U.S. HIGHWAY 66 FOR
 EU0945'20.5 MILES TO A POINT WHERE THE HIGHWAY PASSES THROUGH A
 EU0945'PROMINENT NATURAL ROCK DYKE THAT RUNS DOWN FROM BOUNDARY CONE.
 EU0945'HERE TURN LEFT (SE) OFF THE HIGHWAY ON AN OLD ROAD, GO 0.2
 EU0945'MILE, TAKE RIGHT FORK, GO 0.1 MILE, TAKE RIGHT FORK (STRAIGHT
 EU0945'AHEAD), GO 0.1 MILE, TAKE LEFT FORK (STRAIGHT AHEAD) GO 5.8
 EU0945'MILES TO END OF TRUCK TRAVEL ON A RIDGE JUST AFTER PASSING
 EU0945'THROUGH A WASH, IN WHICH ARE SOME INDECIPHERABLE SIGNS.  CAIRN
 EU0945'AT STATION CAN BE SEEN ABOUT 1-1/2 MILES A LITTLE E OF S FROM
 EU0945'END OF TRUCK TRAVEL.  THERE ARE TWO WIDE WASHES BETWEEN
 EU0945'HERE AND THE STATION.  ABOUT 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0981 ***********************************************************************
 FR0981  DESIGNATION -  SPENCER
 FR0981  PID         -  FR0981
 FR0981  STATE/COUNTY-  AZ/MOHAVE
 FR0981  USGS QUAD   -  SEPARATION CANYON (1967)
 FR0981
 FR0981                         *CURRENT SURVEY CONTROL
 FR0981  ___________________________________________________________________
 FR0981* NAD 83(1992)-  35 45 29.42763(N)    113 32 54.23620(W)     ADJUSTED  
 FR0981* NAVD 88     -      1466.     (meters)    4810.     (feet)  SCALED    
 FR0981  ___________________________________________________________________
 FR0981  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 FR0981  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FR0981  HORZ ORDER  -  SECOND
 FR0981
 FR0981.The horizontal coordinates were established by classical geodetic methods
 FR0981.and adjusted by the National Geodetic Survey in August 1993.
 FR0981
 FR0981.The orthometric height was scaled from a topographic map.
 FR0981
 FR0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0981
 FR0981.The geoid height was determined by GEOID03.
 FR0981
 FR0981;                    North         East     Units Scale Factor Converg.
 FR0981;SPC AZ W     -   527,719.716   231,591.224   MT  0.99993743   +0 07 04.1
 FR0981;SPC AZ W     - 1,731,363.90    759,813.73   iFT  0.99993743   +0 07 04.1
 FR0981;UTM  12      - 3,960,122.415   269,595.404   MT  1.00025420   -1 29 23.5
 FR0981
 FR0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0981!SPC AZ W     -   0.99977409  x   0.99993743  =   0.99971153
 FR0981!UTM  12      -   0.99977409  x   1.00025420  =   1.00002823
 FR0981
 FR0981|---------------------------------------------------------------------|
 FR0981| PID    Reference Object                     Distance      Geod. Az  |
 FR0981|                                                           dddmmss.s |
 FR0981| CH3407 SPENCER RM 1                          8.452 METERS 10026     |
 FR0981| CH3408 SPENCER RM 2                          8.113 METERS 15804     |
 FR0981| CH3406 SPENCER AZ MK                                      1860239.7 |
 FR0981|---------------------------------------------------------------------|
 FR0981
 FR0981                          SUPERSEDED SURVEY CONTROL
 FR0981
 FR0981  NAD 83(1986)-  35 45 29.42119(N)    113 32 54.23624(W) AD(       ) 2
 FR0981  NAD 27      -  35 45 29.46800(N)    113 32 51.45600(W) AD(       ) 2
 FR0981
 FR0981.Superseded values are not recommended for survey control.
 FR0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0981.See file dsdata.txt to determine how the superseded data were derived.
 FR0981
 FR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE6959560122(NAD 83)
 FR0981_MARKER: DS = TRIANGULATION STATION DISK
 FR0981_SETTING: 66 = SET IN ROCK OUTCROP
 FR0981_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0981
 FR0981  HISTORY     - Date     Condition        Report By
 FR0981  HISTORY     - 1936     MONUMENTED       CGS
 FR0981
 FR0981                          STATION DESCRIPTION
 FR0981
 FR0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0981'STATION IS LOCATED ON THE SOUTH HIGH RIM OF THE COLORADO
 FR0981'RIVER, BETWEEN GNEISS AND BRIDGE CANYONS, ON A SMALL KNOLL
 FR0981'ON A MESA.  IT IS THE HIGHEST POINT IN THE VICINITY.  THE
 FR0981'STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 FR0981'STAMPED R.S. SPENCER 1926, SET IN BEDROCK.
 FR0981'
 FR0981'TWO REFERENCE MARKS ARE SET INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0981'
 FR0981'THE AZIMUTH MARK IS ON THE END OF THE SPUR THAT RUNS SOUTH
 FR0981'FROM THE STATION.  IT IS A STANDARD DISK SET IN AN OUTCROP
 FR0981'OF BEDROCK.  THERE IS A 4-FOOT STAND OVER THE MARK.
 FR0981'
 FR0981'TO REACH THE STATION FROM PEACH SPRINGS, GO WEST FROM THE
 FR0981'POST OFFICE FOR 1.9 MILES ON U.S. HIGHWAY 66 TO A GRAVEL ROAD
 FR0981'TO THE RIGHT THROUGH A CATTLE GUARD.  TURN RIGHT OFF U.S.
 FR0981'HIGHWAY 66 AND GO NORTHWEST ON A GRADED GRAVEL ROAD FOR 0.7
 FR0981'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH FOR 6.6
 FR0981'MILES ON A GRADED GRAVEL ROAD TO A CATTLE GUARD IN A DRIFT
 FR0981'FENCE.  PASS OVER THE CATTLE GUARD AND TURN SHARPLY RIGHT ON
 FR0981'AN UNIMPROVED ROAD AND FOLLOW IT IN A NORTHERLY DIRECTION
 FR0981'FOR 4.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.2
 FR0981'TO THE SOUTHEAST FENCE CORNER.  GO NORTH ALONG THE EAST SIDE
 FR0981'OF THE FENCE FOR 0.3 MILE TO THE FENCE CORNER AT THE EAST
 FR0981'END OF MILKWEED TANK DAM.  LEAVE THE FENCE HERE AND FOLLOW
 FR0981'THE MAIN-TRAVELED ROAD NORTHEAST FOR 0.6 MILE TO A GATE.
 FR0981'PASS THROUGH GATE AND FOLLOW THE MAIN TRAVEL FOR 2.8
 FR0981'MILES TO A POINT WHERE THE ROAD COMES UP TO THE RIM OF
 FR0981'THE HINDU CANYON.  (AT THIS POINT STATION MAY BE IDENTIFIED
 FR0981'AS A SMALL FLAT TOP ON TOP OF A LEDGED MESA, BEARING 322
 FR0981'DEGREES MAGNETIC, ABOUT 4 MILES AIRLINE AND SHOWING
 FR0981'SLIGHTLY UNDER THE DISTANT SKYLINE).  CONTINUE ON THE ROAD
 FR0981'WESTERLY FOR ABOUT 200 YARDS ALONG THE RIM AND THEN DOWN
 FR0981'INTO HINDU CANYON ON A LONG STEEP GRADE, THEN FOLLOW THE
 FR0981'ONLY ROAD WEST DOWN THE CANYON TO A FORK, A TOTAL DISTANCE
 FR0981'OF 4.0 MILES.  TURN RIGHT UP A SIDE CANYON AND FOLLOW IT
 FR0981'0.3 MILE TO THE POINT WHERE IT IS WASHED OUT AND
 FR0981'IMPASSABLE.  THIS WAS THE END OF TRUCK TRAVEL IN 1936.
 FR0981'FROM HERE CONTINUE NORTH ABOUT 1/2 MILE TO A LOW SADDLE, TURN
 FR0981'LEFT WITH THE ROAD AND FOLLOW IT DOWNHILL ABOUT 200 YARDS
 FR0981'TO A POINT WHERE IT TURNS SHARPLY RIGHT DOWN A DRAW.  LEAVE
 FR0981'THE ROAD HERE AND GO WEST UP THE DRAW ABOUT 1/2 MILE TO THE
 FR0981'FIRST PROMINENT SIDE DRAW.  TURN RIGHT UP THIS DRAW AND FOLLOW
 FR0981'IT ABOUT 250 YARDS TO A PROMINENT SADDLE IN THE BRIDGE CANYON
 FR0981'RIM (1000-FOOT VERTICAL CLIFF) AND A GENERAL LAND OFFICE
 FR0981'SECTION PIPE IN A PILE OF ROCKS AT THE EDGE OF THE RIM
 FR0981'(SECTIONS 9, 10, 15 AND 16, T. 27 N., R. 12 W.).  FROM A POINT
 FR0981'75 YARDS WEST OF THIS PIPE, THE STATION CAN BE IDENTIFIED AT
 FR0981'ANGLE OF 359 DEGREES MAGNETIC, ABOUT 2 MILES AIRLINE
 FR0981'SHOWING ON THE SKYLINE.  FROM HERE GO WEST ABOUT 1/2 MILE
 FR0981'THEN TURN NORTH ACROSS DEEP CANYON AND GO NORTH AND
 FR0981'NORTHEAST ACROSS SMALL RIDGES AND DRAWS TO THE HIGHEST
 FR0981'POINT AND THE STATION.  THE LAST 4-1/2 MILES OF THE ROAD
 FR0981'GOING DOWN INTO THE HINDU CANYON WILL PROBABLY BE IMPASSABLE
 FR0981'IN ANOTHER YEAR, UNLESS SOME WORK IS DONE ON IT.
 FR0981'
 FR0981'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0937 ***********************************************************************
 EU0937  DESIGNATION -  SPHINX TARGET
 EU0937  PID         -  EU0937
 EU0937  STATE/COUNTY-  AZ/MOHAVE
 EU0937  USGS QUAD   -  WARM SPRINGS SE (1970)
 EU0937
 EU0937                         *CURRENT SURVEY CONTROL
 EU0937  ___________________________________________________________________
 EU0937* NAD 83(1992)-  34 46 14.76850(N)    114 17 13.81513(W)     ADJUSTED  
 EU0937* NAVD 88     -              **(meters)            **(feet)            
 EU0937  ___________________________________________________________________
 EU0937  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 EU0937  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 EU0937  HORZ ORDER  -  THIRD
 EU0937
 EU0937.The horizontal coordinates were established by classical geodetic methods
 EU0937.and adjusted by the National Geodetic Survey in August 1993.
 EU0937
 EU0937
 EU0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0937
 EU0937.The geoid height was determined by GEOID03.
 EU0937
 EU0937;                    North         East     Units Scale Factor Converg.
 EU0937;SPC AZ W     -   418,291.618   164,189.317   MT  0.99996312   -0 18 22.9
 EU0937;SPC AZ W     - 1,372,347.83    538,678.86   iFT  0.99996312   -0 18 22.9
 EU0937;UTM  11      - 3,850,976.121   748,271.215   MT  1.00035978   +1 32 52.5
 EU0937
 EU0937                          SUPERSEDED SURVEY CONTROL
 EU0937
 EU0937  NAD 83(1986)-  34 46 14.77115(N)    114 17 13.82315(W) AD(       ) 4
 EU0937  NAD 27      -  34 46 14.75800(N)    114 17 10.99300(W) AD(       ) 3
 EU0937
 EU0937.Superseded values are not recommended for survey control.
 EU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0937.See file dsdata.txt to determine how the superseded data were derived.
 EU0937
 EU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4827150976(NAD 83)
 EU0937_MARKER: Z = SEE DESCRIPTION
 EU0937_SETTING: 0 = UNSPECIFIED SETTING
 EU0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0937
 EU0937  HISTORY     - Date     Condition        Report By
 EU0937  HISTORY     - 1948     MONUMENTED       USGS
 EU0937
 EU0937                          STATION DESCRIPTION
 EU0937
 EU0937'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FAR)
 EU0937'THE STATION IS ON A LOW BUT FAIRLY PROMINENT HILL ABOUT 10 MILES
 EU0937'EASTNORTHEAST OF TOPOCK, 4 MILES NORTH OF THE ATCHISON, TOPEKA
 EU0937'AND SANTA FE RAILROAD, AND 5 MILES NORTH OF THE TOPOCK - YUCCA
 EU0937'ROAD.  THE HILL SETS ALONE IN THE VALLEY AND IS FAIRLY EASY TO
 EU0937'DISTINGUISH.
 EU0937'
 EU0937'AN EARLIER DESCRIPTION MENTIONS A CAIRN OVER OR NEAR THE STATION.
 EU0937'HOWEVER NO CAIRN WAS VISIBLE AT THE TIME OF THE OBSERVATIONS.
 EU0937'
 EU0937'A TARGET WAS USED FOR SIGHTINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0699 ***********************************************************************
 FQ0699  DESIGNATION -  SPIDER
 FQ0699  PID         -  FQ0699
 FQ0699  STATE/COUNTY-  AZ/COCONINO
 FQ0699  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0699
 FQ0699                         *CURRENT SURVEY CONTROL
 FQ0699  ___________________________________________________________________
 FQ0699* NAD 83(1992)-  35 39 23.98360(N)    111 30 17.16433(W)     ADJUSTED  
 FQ0699* NAVD 88     -      1653.5    (meters)    5425.     (feet)  VERTCON   
 FQ0699  ___________________________________________________________________
 FQ0699  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FQ0699  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 FQ0699  HORZ ORDER  -  SECOND
 FQ0699
 FQ0699.The horizontal coordinates were established by classical geodetic methods
 FQ0699.and adjusted by the National Geodetic Survey in August 1993.
 FQ0699
 FQ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0699
 FQ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0699
 FQ0699.The geoid height was determined by GEOID03.
 FQ0699
 FQ0699;                    North         East     Units Scale Factor Converg.
 FQ0699;SPC AZ C     -   516,499.508   250,654.999   MT  0.99991713   +0 14 24.4
 FQ0699;SPC AZ C     - 1,694,552.19    822,358.92   iFT  0.99991713   +0 14 24.4
 FQ0699;UTM  12      - 3,945,985.676   454,309.905   MT  0.99962572   -0 17 39.3
 FQ0699
 FQ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0699!SPC AZ C     -   0.99974426  x   0.99991713  =   0.99966141
 FQ0699!UTM  12      -   0.99974426  x   0.99962572  =   0.99937007
 FQ0699
 FQ0699|---------------------------------------------------------------------|
 FQ0699| PID    Reference Object                     Distance      Geod. Az  |
 FQ0699|                                                           dddmmss.s |
 FQ0699| CH3412 SPIDER RM 1                           8.066 METERS 04956     |
 FQ0699| CH3413 SPIDER RM 2                           7.300 METERS 18018     |
 FQ0699| FQ0702 HANK                                APPROX. 5.4 KM 1963838.3 |
 FQ0699|---------------------------------------------------------------------|
 FQ0699
 FQ0699                          SUPERSEDED SURVEY CONTROL
 FQ0699
 FQ0699  NAD 83(1986)-  35 39 23.98330(N)    111 30 17.16159(W) AD(       ) 2
 FQ0699  NAD 27      -  35 39 23.98105(N)    111 30 14.62543(W) AD(       ) 2
 FQ0699  NGVD 29 (07/19/86) 1652.6    (m)         5422.     (f) VERT ANG    3  
 FQ0699
 FQ0699.Superseded values are not recommended for survey control.
 FQ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0699.See file dsdata.txt to determine how the superseded data were derived.
 FQ0699
 FQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5431045986(NAD 83)
 FQ0699_MARKER: DD = SURVEY DISK
 FQ0699_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0699
 FQ0699  HISTORY     - Date     Condition        Report By
 FQ0699  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0699
 FQ0699                          STATION DESCRIPTION
 FQ0699
 FQ0699'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0699'THE STATION IS ABOUT 32 MILES NORTHEAST OF FLAGSTAFF, 15.5 MILES
 FQ0699'SOUTHWEST OF CAMERON, ABOUT 0.5 MILE EAST OF U.S. HWY. 89 ON NORTH
 FQ0699'END OF A ROCKY BUTTE.
 FQ0699'
 FQ0699'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED SPIDER 1976
 FQ0699'AND IS SET IN A DRILL HOLE IN A ROCK OUTCROP AND MARKED WITH A
 FQ0699'WITNESS POST AND SIGN 4 FEET TO THE EAST.
 FQ0699'
 FQ0699'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED SPIDER RM
 FQ0699'1 1976 EPOXIED TO ROCK OUTCROP.
 FQ0699'
 FQ0699'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED SPIDER RM
 FQ0699'1 1976 EPOXIED TO A BOULDER.
 FQ0699'
 FQ0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 89,
 FQ0699'6 MILES EAST OF FLAGSTAFF, TRAVEL NORTH ON HWY. 89 TO MILE POST
 FQ0699'450.7 AND THE SPIDER RANCH ROAD TO THE RIGHT, EAST.  GO RIGHT,
 FQ0699'EAST, ON THE RANCH ROAD FOR 0.26 MILE TO A TRAIL RIGHT THAT LEADS
 FQ0699'TO A BORROW PIT, CONTINUE RIGHT ON BORROW PIT ROAD FOR 0.13 MILE
 FQ0699'TO A DIM TRACK LEFT, FOLLOW TRACKS FOR 0.1 MILE TO A DRAINAGE
 FQ0699'AND END OF TRUCK TRAVEL WHICH IS CLOSE TO THE BASE OF A LAVA
 FQ0699'BUTTPACK EAST UP THROUGH A SMALL CREVICE ON THE SOUTH
 FQ0699'END OF BUTTE TO A FLAT AREA AND TO NORTH SIDE OF THE BUTTE AND
 FQ0699'THE STATION.  ABOUT A 10 MINUTE PACK.
 FQ0699'
 FQ0699'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2245 ***********************************************************************
 DI2245  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2245  DESIGNATION -  SPIDERROCKAZ2005 CORS ARP
 DI2245  CORS_ID     -  P011
 DI2245  PID         -  DI2245
 DI2245  STATE/COUNTY-  AZ/APACHE
 DI2245  USGS QUAD   -  CHINLE (1982)
 DI2245
 DI2245                         *CURRENT SURVEY CONTROL
 DI2245  ___________________________________________________________________
 DI2245* NAD 83(CORS)-  36 08 59.36355(N)    109 31 09.17531(W)     ADJUSTED  
 DI2245* NAVD 88     -              **(meters)            **(feet)            
 DI2245  ___________________________________________________________________
 DI2245  EPOCH DATE  -        2002.00
 DI2245  X           -  -1,723,274.674 (meters)                     COMP
 DI2245  Y           -  -4,861,195.778 (meters)                     COMP
 DI2245  Z           -   3,742,648.496 (meters)                     COMP
 DI2245  ELLIP HEIGHT-        1729.375 (meters)          (11/??/06) ADJUSTED
 DI2245  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 DI2245  HORZ ORDER  -  SPECIAL (CORS)
 DI2245  ELLP ORDER  -  SPECIAL (CORS)
 DI2245
 DI2245.ITRF positions are available for this station.
 DI2245.The coordinates were established by GPS observations
 DI2245.and adjusted by the National Geodetic Survey in November 2006.
 DI2245.The coordinates are valid at the epoch date displayed above.
 DI2245.The epoch date for horizontal control is a decimal equivalence
 DI2245.of Year/Month/Day.
 DI2245
 DI2245
 DI2245.The PID for the CORS L1 Phase Center is DI2246.
 DI2245
 DI2245.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2245
 DI2245.The ellipsoidal height was determined by GPS observations
 DI2245.and is referenced to NAD 83.
 DI2245
 DI2245.The geoid height was determined by GEOID03.
 DI2245
 DI2245;                    North         East     Units Scale Factor Converg.
 DI2245;SPC AZ E     -   571,329.855   271,620.532   MT  0.99994181   +0 22 55.0
 DI2245;SPC AZ E     - 1,874,441.78    891,143.48   iFT  0.99994181   +0 22 55.0
 DI2245
 DI2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2245!SPC AZ E     -   0.99972865  x   0.99994181  =   0.99967048
 DI2245
 DI2245                          SUPERSEDED SURVEY CONTROL
 DI2245
 DI2245.No superseded survey control is available for this station.
 DI2245
 DI2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3321101582(NAD 83)
 DI2245_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI2245
 DI2245                          STATION DESCRIPTION
 DI2245
 DI2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI2245'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI2245'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI2245'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI2245'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI2245'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2246 ***********************************************************************
 DI2246  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2246  DESIGNATION -  SPIDERROCKAZ2005 CORS L1 PHASE CENTER
 DI2246  CORS_ID     -  P011
 DI2246  PID         -  DI2246
 DI2246  STATE/COUNTY-  AZ/APACHE
 DI2246  USGS QUAD   -  CHINLE (1982)
 DI2246
 DI2246                         *CURRENT SURVEY CONTROL
 DI2246  ___________________________________________________________________
 DI2246* NAD 83(CORS)-  36 08 59.36358(N)    109 31 09.17527(W)     ADJUSTED  
 DI2246* NAVD 88     -              **(meters)            **(feet)            
 DI2246  ___________________________________________________________________
 DI2246  EPOCH DATE  -        2002.00
 DI2246  X           -  -1,723,274.702 (meters)                     COMP
 DI2246  Y           -  -4,861,195.859 (meters)                     COMP
 DI2246  Z           -   3,742,648.560 (meters)                     COMP
 DI2246  ELLIP HEIGHT-        1729.481 (meters)          (11/??/06) ADJUSTED
 DI2246  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 DI2246  HORZ ORDER  -  SPECIAL (CORS)
 DI2246  ELLP ORDER  -  SPECIAL (CORS)
 DI2246
 DI2246.ITRF positions are available for this station.
 DI2246.The coordinates were established by GPS observations
 DI2246.and adjusted by the National Geodetic Survey in November 2006.
 DI2246.The coordinates are valid at the epoch date displayed above.
 DI2246.The epoch date for horizontal control is a decimal equivalence
 DI2246.of Year/Month/Day.
 DI2246
 DI2246
 DI2246.The PID for the CORS ARP is DI2245.
 DI2246
 DI2246.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2246
 DI2246.The ellipsoidal height was determined by GPS observations
 DI2246.and is referenced to NAD 83.
 DI2246
 DI2246.The geoid height was determined by GEOID03.
 DI2246
 DI2246;                    North         East     Units Scale Factor Converg.
 DI2246;SPC AZ E     -   571,329.856   271,620.533   MT  0.99994181   +0 22 55.0
 DI2246;SPC AZ E     - 1,874,441.78    891,143.48   iFT  0.99994181   +0 22 55.0
 DI2246
 DI2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2246!SPC AZ E     -   0.99972864  x   0.99994181  =   0.99967046
 DI2246
 DI2246                          SUPERSEDED SURVEY CONTROL
 DI2246
 DI2246.No superseded survey control is available for this station.
 DI2246
 DI2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3321101582(NAD 83)
 DI2246_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI2246
 DI2246                          STATION DESCRIPTION
 DI2246
 DI2246'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI2246'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI2246'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI2246'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI2246'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI2246'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI2247 ***********************************************************************
 DI2247  DESIGNATION -  SPIDERROCKAZ2005 GRP
 DI2247  PID         -  DI2247
 DI2247  STATE/COUNTY-  AZ/APACHE
 DI2247  USGS QUAD   -  CHINLE (1982)
 DI2247
 DI2247                         *CURRENT SURVEY CONTROL
 DI2247  ___________________________________________________________________
 DI2247* NAD 83(CORS)-  36 08 59.36355(N)    109 31 09.17531(W)     ADJUSTED  
 DI2247* NAVD 88     -              **(meters)            **(feet)            
 DI2247  ___________________________________________________________________
 DI2247  EPOCH DATE  -        2002.00
 DI2247  X           -  -1,723,274.672 (meters)                     COMP
 DI2247  Y           -  -4,861,195.772 (meters)                     COMP
 DI2247  Z           -   3,742,648.491 (meters)                     COMP
 DI2247  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 DI2247  ELLIP HEIGHT-        1729.366 (meters)          (11/??/06) ADJUSTED
 DI2247  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 DI2247  HORZ ORDER  -  A
 DI2247  ELLP ORDER  -  FOURTH    CLASS I
 DI2247
 DI2247.ITRF positions are available for this station.
 DI2247.The horizontal coordinates were established by GPS observations
 DI2247.and adjusted by the National Geodetic Survey in November 2006.
 DI2247.The horizontal coordinates are valid at the epoch date displayed above.
 DI2247.The epoch date for horizontal control is a decimal equivalence
 DI2247.of Year/Month/Day.
 DI2247
 DI2247
 DI2247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2247
 DI2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI2247
 DI2247.The ellipsoidal height was determined by GPS observations
 DI2247.and is referenced to NAD 83.
 DI2247
 DI2247.The geoid height was determined by GEOID03.
 DI2247
 DI2247;                    North         East     Units Scale Factor Converg.
 DI2247;SPC AZ E     -   571,329.855   271,620.532   MT  0.99994181   +0 22 55.0
 DI2247;SPC AZ E     - 1,874,441.78    891,143.48   iFT  0.99994181   +0 22 55.0
 DI2247;UTM  12      - 4,001,581.824   633,211.253   MT  0.99981865   +0 52 25.1
 DI2247
 DI2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2247!SPC AZ E     -   0.99972865  x   0.99994181  =   0.99967048
 DI2247!UTM  12      -   0.99972865  x   0.99981865  =   0.99954735
 DI2247
 DI2247                          SUPERSEDED SURVEY CONTROL
 DI2247
 DI2247.No superseded survey control is available for this station.
 DI2247
 DI2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3321101582(NAD 83)
 DI2247_STAMPING: UNKNOWN
 DI2247'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P011'
 DI2247'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DI2247'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI2247'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI2247'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI2247'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DI2247'
 DI2247' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2147 ***********************************************************************
 DV2147  DESIGNATION -  SPIKE
 DV2147  PID         -  DV2147
 DV2147  STATE/COUNTY-  AZ/MARICOPA
 DV2147  USGS QUAD   -  BUCKEYE NW (1982)
 DV2147
 DV2147                         *CURRENT SURVEY CONTROL
 DV2147  ___________________________________________________________________
 DV2147* NAD 83(1992)-  33 29 38.73312(N)    112 38 01.18100(W)     ADJUSTED  
 DV2147* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 DV2147  ___________________________________________________________________
 DV2147  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 DV2147  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV2147  HORZ ORDER  -  FIRST
 DV2147
 DV2147.The horizontal coordinates were established by classical geodetic methods
 DV2147.and adjusted by the National Geodetic Survey in August 1993.
 DV2147
 DV2147.The orthometric height was scaled from a topographic map.
 DV2147
 DV2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2147
 DV2147.The geoid height was determined by GEOID03.
 DV2147
 DV2147;                    North         East     Units Scale Factor Converg.
 DV2147;SPC AZ C     -   276,775.356   146,736.479   MT  0.99995471   -0 23 44.5
 DV2147;SPC AZ C     -   908,055.63    481,418.89   iFT  0.99995471   -0 23 44.5
 DV2147;UTM  12      - 3,707,258.431   348,238.339   MT  0.99988395   -0 54 06.2
 DV2147
 DV2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2147!SPC AZ C     -   0.99992806  x   0.99995471  =   0.99988277
 DV2147!UTM  12      -   0.99992806  x   0.99988395  =   0.99981202
 DV2147
 DV2147|---------------------------------------------------------------------|
 DV2147| PID    Reference Object                     Distance      Geod. Az  |
 DV2147|                                                           dddmmss.s |
 DV2147| CH5461 SPIKE RM 1                            4.331 METERS 00925     |
 DV2147| CH5462 SPIKE RM 2                            8.443 METERS 24207     |
 DV2147| DV2197 ERDL                                APPROX. 7.2 KM 3253358.2 |
 DV2147|---------------------------------------------------------------------|
 DV2147
 DV2147                          SUPERSEDED SURVEY CONTROL
 DV2147
 DV2147  NAD 83(1986)-  33 29 38.72732(N)    112 38 01.18611(W) AD(       ) 1
 DV2147  NAD 27      -  33 29 38.57900(N)    112 37 58.57000(W) AD(       ) 1
 DV2147
 DV2147.Superseded values are not recommended for survey control.
 DV2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2147.See file dsdata.txt to determine how the superseded data were derived.
 DV2147
 DV2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4823807258(NAD 83)
 DV2147_MARKER: DS = TRIANGULATION STATION DISK
 DV2147_SETTING: 80 = SET IN A BOULDER
 DV2147_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV2147
 DV2147  HISTORY     - Date     Condition        Report By
 DV2147  HISTORY     - 1956     MONUMENTED       CGS
 DV2147  HISTORY     - 20000622 POOR             AZDT
 DV2147
 DV2147                          STATION DESCRIPTION
 DV2147
 DV2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV2147'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF BUCKEYE ON THE
 DV2147'HIGHEST POINT OF A PROMINENT ROCKY HILL.  THE MARK IS STAMPED
 DV2147'SPIKE 1956.
 DV2147'
 DV2147'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 DV2147'THE STATION AND IS STAMPED SPIKE NO 1 1956.
 DV2147'
 DV2147'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER IN ELEVATION THAN
 DV2147'THE STATION AND IS STAMPED SPIKE NO 2 1956.
 DV2147'
 DV2147'TRIANGULATION STATION ERDL CAN BE USED AS AN AZIMUTH MARK.
 DV2147'(SEE DESCRIPTION THEREOF.)
 DV2147'
 DV2147'TO REACH THE STATION FROM THE POST OFFICE IN BUCKEYE, GO WEST
 DV2147'FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 4.4
 DV2147'MILES TO A CROSSROAD, TURN LEFT AND GO WEST AND NORTHWEST FOR
 DV2147'1.7 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE NORTHWEST
 DV2147'AND NORTH ALONG POWER LINE FOR 2.9 MILES TO A FORK, TAKE RIGHT
 DV2147'FORK AND GO NORTHEAST AND EAST ON SANDY ROAD FOR 1.3 MILES TO
 DV2147'THE END OF TRUCK TRAVEL ON THE NORTH SIDE OF HILL.  (A 4 WHEEL
 DV2147'DRIVE VEHICLE WILL BE NEEDED FOR THIS MILEAGE.) FROM THIS
 DV2147'POINT PACK SOUTH UP HILL TO THE HIGHEST POINT AND STATION
 DV2147'AS DESCRIBED.  (A 20 MINUTE PACK.)
 DV2147
 DV2147                          STATION RECOVERY (2000)
 DV2147
 DV2147'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (RJF)
 DV2147'LOCAL SURVEYOR, R.J..FISH RLS12317 FOUND THE MARK VANDALIZED. BOTH RM
 DV2147'1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1204 ***********************************************************************
 CY1204  DESIGNATION -  SPIKE E
 CY1204  PID         -  CY1204
 CY1204  STATE/COUNTY-  AZ/COCHISE
 CY1204  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1204
 CY1204                         *CURRENT SURVEY CONTROL
 CY1204  ___________________________________________________________________
 CY1204* NAD 83(1992)-  32 18 20.81163(N)    109 49 07.48745(W)     ADJUSTED  
 CY1204* NAVD 88     -      1286.     (meters)    4219.     (feet)  SCALED    
 CY1204  ___________________________________________________________________
 CY1204  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CY1204  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CY1204  HORZ ORDER  -  SECOND
 CY1204
 CY1204.The horizontal coordinates were established by classical geodetic methods
 CY1204.and adjusted by the National Geodetic Survey in August 1993.
 CY1204
 CY1204.The orthometric height was scaled from a topographic map.
 CY1204
 CY1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1204
 CY1204.The geoid height was determined by GEOID03.
 CY1204
 CY1204;                    North         East     Units Scale Factor Converg.
 CY1204;SPC AZ E     -   144,824.696   246,123.303   MT  0.99991323   +0 11 09.4
 CY1204;SPC AZ E     -   475,146.64    807,491.15   iFT  0.99991323   +0 11 09.4
 CY1204;UTM  12      - 3,574,942.745   611,207.227   MT  0.99975251   +0 37 52.9
 CY1204
 CY1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1204!SPC AZ E     -   0.99980240  x   0.99991323  =   0.99971564
 CY1204!UTM  12      -   0.99980240  x   0.99975251  =   0.99955496
 CY1204
 CY1204|---------------------------------------------------------------------|
 CY1204| PID    Reference Object                     Distance      Geod. Az  |
 CY1204|                                                           dddmmss.s |
 CY1204| CC8289 SPIKE E RM 1                         13.731 METERS 05652     |
 CY1204| CY0414 DRURY                               APPROX. 2.0 KM 0964542.1 |
 CY1204| CC8290 SPIKE E RM 2                          7.224 METERS 14404     |
 CY1204| CY1203 WILLCOX RADIO STA KWCX MAST         APPROX. 4.5 KM 1982205.3 |
 CY1204|---------------------------------------------------------------------|
 CY1204
 CY1204                          SUPERSEDED SURVEY CONTROL
 CY1204
 CY1204  NAD 83(1986)-  32 18 20.80617(N)    109 49 07.48390(W) AD(       ) 2
 CY1204  NAD 27      -  32 18 20.54380(N)    109 49 05.23780(W) AD(       ) 2
 CY1204
 CY1204.Superseded values are not recommended for survey control.
 CY1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1204.See file dsdata.txt to determine how the superseded data were derived.
 CY1204
 CY1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1120774943(NAD 83)
 CY1204_MARKER: DS = TRIANGULATION STATION DISK
 CY1204_SETTING: 66 = SET IN ROCK OUTCROP
 CY1204
 CY1204  HISTORY     - Date     Condition        Report By
 CY1204  HISTORY     - 1960     MONUMENTED       CGS
 CY1204  HISTORY     - 1974     GOOD             NGS
 CY1204
 CY1204                          STATION DESCRIPTION
 CY1204
 CY1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1204'THE STATION IS ABOUT 4 MILES NORTH OF WILLCOX ON THE EAST END
 CY1204'OF A SMALL ROCKY EAST-WEST RIDGE.
 CY1204'
 CY1204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CY1204'86 AND 186, JUST WEST OF THE POST OFFICE IN WILLCOX, GO NORTHEAST
 CY1204'ON STATE HIGHWAY 86 FOR 4.7 MILES TO A SIDE ROAD LEFT, TURN
 CY1204'LEFT AND GO WEST ON THE GRADED ROAD FOR 1.2 MILES TO A DRIVE WAY
 CY1204'AND CATTLE GUARD ON THE LEFT.  TURN LEFT ACROSS THE CATTLE
 CY1204'GUARD AND GO SOUTH ON THE TRACK ROAD FOR 0.5 MILE TO THE
 CY1204'EAST END OF THE RIDGE AND THE END OF TRUCK TRAVEL.  FROM
 CY1204'HERE PACK WEST TO THE FIRST SUMMIT AND STATION.  LENGTH
 CY1204'OF PACK IS ABOUT 5 MINUTES.
 CY1204'
 CY1204'THE STATION MARK, STAMPED SPIKE E 1960, IS A STANDARD DISK
 CY1204'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 12 FEET NORTHWEST
 CY1204'OF A 6 IN BY 6 IN POST ABOUT 15 FEET HIGH WITH A CROSS
 CY1204'NEAR THE TOP.
 CY1204'
 CY1204'REFERENCE MARK NO. 1, STAMPED SPIKE E NO 1 1960, IS A STANDARD
 CY1204'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 46 FEET NORTHEAST
 CY1204'OF THE CROSS AND 6 FEET BELOW STATION ELEVATION.
 CY1204'
 CY1204'REFERENCE MARK NO. 2, STAMPED SPIKE E NO 2 1960, IS A STANDARD
 CY1204'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 11 FEET
 CY1204'SOUTHEAST OF THE CROSS.
 CY1204'
 CY1204'TRIANGULATION STATION DRURY 1945 MAY BE USED FOR THE AZIMUTH
 CY1204'MARK.  SEE DESCRIPTION THEREOF.
 CY1204
 CY1204                          STATION RECOVERY (1974)
 CY1204
 CY1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LWW)
 CY1204'THIS MARK WAS RECOVERED AS DESCRIBED.  THE DISTANCE AND DIRECTION TO
 CY1204'THE REFERENCE MARKS WAS NOT CHECKED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4649 ***********************************************************************
 DK4649  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4649  DESIGNATION -  SPILLWAY
 DK4649  PID         -  DK4649
 DK4649  STATE/COUNTY-  AZ/PINAL
 DK4649  USGS QUAD   -  CHUICHU (1992)
 DK4649
 DK4649                         *CURRENT SURVEY CONTROL
 DK4649  ___________________________________________________________________
 DK4649* NAD 83(2007)-  32 47 33.43222(N)    111 48 33.59712(W)     ADJUSTED  
 DK4649* NAVD 88     -       434.85   (meters)    1426.7    (feet)  GPS OBS   
 DK4649  ___________________________________________________________________
 DK4649  EPOCH DATE  -        2007.00
 DK4649  X           -  -1,994,056.528 (meters)                     COMP
 DK4649  Y           -  -4,983,142.864 (meters)                     COMP
 DK4649  Z           -   3,434,866.539 (meters)                     COMP
 DK4649  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DK4649  ELLIP HEIGHT-         404.523 (meters)          (04/23/08) ADJUSTED
 DK4649  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DK4649  HORZ ORDER  -  B
 DK4649  ELLP ORDER  -  FOURTH    CLASS I
 DK4649
 DK4649.The horizontal coordinates were established by GPS observations
 DK4649.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4649
 DK4649.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4649.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4649.The horizontal coordinates are valid at the epoch date displayed above.
 DK4649.The epoch date for horizontal control is a decimal equivalence
 DK4649.of Year/Month/Day.
 DK4649
 DK4649.The orthometric height was determined by GPS observations and a
 DK4649.high-resolution geoid model.
 DK4649.The orthometric height was determined by GPS observations and a
 DK4649.high-resolution geoid model using precise GPS observation and
 DK4649.processing techniques.
 DK4649
 DK4649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4649
 DK4649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4649
 DK4649.The ellipsoidal height was determined by GPS observations
 DK4649.and is referenced to NAD 83.
 DK4649
 DK4649.The geoid height was determined by GEOID03.
 DK4649
 DK4649;                    North         East     Units Scale Factor Converg.
 DK4649;SPC AZ C     -   198,759.965   223,413.117   MT  0.99990125   +0 03 29.3
 DK4649;SPC AZ C     -   652,099.62    732,982.67   iFT  0.99990125   +0 03 29.3
 DK4649;UTM  12      - 3,628,587.058   424,218.103   MT  0.99967081   -0 26 18.1
 DK4649
 DK4649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4649!SPC AZ C     -   0.99993649  x   0.99990125  =   0.99983775
 DK4649!UTM  12      -   0.99993649  x   0.99967081  =   0.99960732
 DK4649
 DK4649                          SUPERSEDED SURVEY CONTROL
 DK4649
 DK4649.No superseded survey control is available for this station.
 DK4649
 DK4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2421828587(NAD 83)
 DK4649_MARKER: DD = SURVEY DISK
 DK4649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DK4649_SP_SET: CONCRETE HEADWALL OF DRAIN BASIN
 DK4649_STAMPING: SPILLWAY 2006 LS14169
 DK4649_MARK LOGO: NONE  
 DK4649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK4649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4649+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4649
 DK4649  HISTORY     - Date     Condition        Report By
 DK4649  HISTORY     - 20060830 MONUMENTED       GEOANA
 DK4649
 DK4649                          STATION DESCRIPTION
 DK4649
 DK4649'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DK4649'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF VAIVA VO, 6.7
 DK4649'MI (10.8 KM) SOUTH-SOUTHWEST OF CASA GRANDE AND 3.2 MI (5.2 KM)
 DK4649'NORTH-NORTHWEST OF CHUICHU.
 DK4649' 
 DK4649'BEGINNING AT THE CASA GRANDE POST OFFICE, GO SOUTH ON PINAL AVENUE A
 DK4649'DISTANCE OF 1.1 MI (1.8 KM) TO ITS INTERSECTION WITH FLORENCE
 DK4649'BOULEVARD.  TURN RIGHT ONTO FLORENCE BOULEVARD AND GO WEST 1.0 MI (1.6
 DK4649'KM) TO ITS INTERSECTION WITH THORNTON ROAD.  TURN LEFT ON THORNTON
 DK4649'ROAD AND GO SOUTH FOR 5.8 MI (9.3 KM) TO ITS INTERSECTION WITH SHEDD
 DK4649'ROAD AND THE SANTA ROSA CANAL.  TURN RIGHT ON SHEDD ROAD AND GO WEST
 DK4649'2.4 MI (3.9 KM) ALONG THE NORTH SIDE OF THE SANTA ROSA CANAL
 DK4649'MAINTENANCE ROAD TO A 7.0 FT (2.1 M) X 7.0 FT (2.1 M) CONCRETE DRAIN
 DK4649'BASIN WITH STEEL DRAIN GRATE ON NORTH EDGE OF SANTA ROSA CANAL.  MARK
 DK4649'IS A 2-1/2 INCH (6 CM) DIAMETER BRASS DISC IN THE NORTHEAST CORNER OF
 DK4649'10 INCH (25 CM) WIDE CONCRETE HEADWALL FOR DRAIN GRATE.  MARK IS 0.5
 DK4649'FT (0.2 M) BELOW MAINTENANCE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2039 ***********************************************************************
 DV2039  DESIGNATION -  SPIRAL
 DV2039  PID         -  DV2039
 DV2039  STATE/COUNTY-  AZ/MARICOPA
 DV2039  USGS QUAD   -  MC MICKEN DAM (1981)
 DV2039
 DV2039                         *CURRENT SURVEY CONTROL
 DV2039  ___________________________________________________________________
 DV2039* NAD 83(1992)-  33 43 51.49089(N)    112 23 08.70790(W)     ADJUSTED  
 DV2039* NAVD 88     -       553.3    (meters)    1815.     (feet)  VERTCON   
 DV2039  ___________________________________________________________________
 DV2039  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DV2039  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV2039  HORZ ORDER  -  SECOND
 DV2039
 DV2039.The horizontal coordinates were established by classical geodetic methods
 DV2039.and adjusted by the National Geodetic Survey in August 1993.
 DV2039
 DV2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2039
 DV2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2039
 DV2039.The geoid height was determined by GEOID03.
 DV2039
 DV2039;                    North         East     Units Scale Factor Converg.
 DV2039;SPC AZ C     -   302,914.813   169,891.653   MT  0.99992329   -0 15 37.7
 DV2039;SPC AZ C     -   993,815.00    557,387.31   iFT  0.99992329   -0 15 37.7
 DV2039;UTM  12      - 3,733,189.263   371,621.934   MT  0.99980318   -0 46 10.6
 DV2039
 DV2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2039!SPC AZ C     -   0.99991783  x   0.99992329  =   0.99984112
 DV2039!UTM  12      -   0.99991783  x   0.99980318  =   0.99972102
 DV2039
 DV2039:                Primary Azimuth Mark                     Grid Az
 DV2039:SPC AZ C     -  PRINCE                                   020 21 14.7
 DV2039:UTM  12      -  PRINCE                                   020 51 47.6
 DV2039
 DV2039|---------------------------------------------------------------------|
 DV2039| PID    Reference Object                     Distance      Geod. Az  |
 DV2039|                                                           dddmmss.s |
 DV2039| DV2044 PRINCE                              APPROX. 5.2 KM 0200537.0 |
 DV2039| CH5464 SPIRAL RM 1                           7.227 METERS 10341     |
 DV2039| DV2019 PEORIA WATER TANK                   APPROX.21.3 KM 1401334.2 |
 DV2039| CH5465 SPIRAL RM 2                           4.200 METERS 22435     |
 DV2039| CH5463 SPIRAL AZ MK                                       2310340.7 |
 DV2039|---------------------------------------------------------------------|
 DV2039
 DV2039                          SUPERSEDED SURVEY CONTROL
 DV2039
 DV2039  NAD 83(1986)-  33 43 51.48406(N)    112 23 08.71597(W) AD(       ) 2
 DV2039  NAD 27      -  33 43 51.35500(N)    112 23 06.12800(W) AD(       ) 2
 DV2039  NGVD 29 (07/19/86)  552.7    (m)         1813.     (f) VERT ANG    3  
 DV2039
 DV2039.Superseded values are not recommended for survey control.
 DV2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2039.See file dsdata.txt to determine how the superseded data were derived.
 DV2039
 DV2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7162233189(NAD 83)
 DV2039_MARKER: DS = TRIANGULATION STATION DISK
 DV2039_SETTING: 66 = SET IN ROCK OUTCROP
 DV2039_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2039+STABILITY: POSITION/ELEVATION WELL
 DV2039
 DV2039  HISTORY     - Date     Condition        Report By
 DV2039  HISTORY     - UNK      MONUMENTED       BOR
 DV2039  HISTORY     - 1947     GOOD             CGS
 DV2039  HISTORY     - 1972     GOOD             AZHD
 DV2039  HISTORY     - 1986     GOOD             AZDT
 DV2039
 DV2039                          STATION DESCRIPTION
 DV2039
 DV2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2039'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF BEARDSLEY.
 DV2039'ABOUT 0.7 MILE NORTHEAST OF A WHITE RANCH HOUSE.  ON THE HIGHEST
 DV2039'POINT OF A NARROW, DARK COLORED EAST AND WEST RIDGE.  ON THE
 DV2039'EAST END AND HIGHEST POINT.  ABOUT 9 FEET SOUTHWEST OF A 6
 DV2039'FOOT ROCK CAIRN.  MARKED BY A U.S. BUREAU OF RECLAMATION
 DV2039'BRONZE DISK SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 DV2039'AND IS STAMPED--SPIRAL.
 DV2039'
 DV2039'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2039'THE STATION, 10 FEET SOUTHEAST OF A ROCK CAIRN, FLUSH WITH THE
 DV2039'GROUND AND IS STAMPED--SPIRAL US B OF R NO 1 1947.
 DV2039'
 DV2039'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 DV2039'STATION, PROJECTS 6 INCHES AND IS STAMPED--SPIRAL US B OF R
 DV2039'NO 2 1947.
 DV2039'
 DV2039'THE AZIMUTH MARK IS ABOUT 8 PACES SOUTHWEST OF A GATE.  ABOUT
 DV2039'7 PACES WEST OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 DV2039'CENTER LINE OF ROAD, 3 FEET NORTHEAST OF A 4 X 4 WHITE WITNESS
 DV2039'POST, FLUSH WITH THE GROUND SURFACE AND IS STAMPED--SPIRAL
 DV2039'US B OF R 1947.
 DV2039'
 DV2039'TO REACH FROM THE RAILROAD STATION AT BEARDSLEY, GO NORTHWEST
 DV2039'ON U.S. HIGHWAY 60 AND 70 FOR 2.0 MILES TO A SIDE ROAD RIGHT
 DV2039'ABOUT 0.15 MILE AFTER PASSING ASHBYS SHELL STATION.  TURN
 DV2039'RIGHT, LEAVING HIGHWAY, AND CROSS TRACKS AND TAKE THE LEFT
 DV2039'FORK AND GO NORTH ON BLADED ROAD FOR 2.5 MILES TO A FORK.  KEEP
 DV2039'RIGHT FORK AND CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO FORK AND
 DV2039'AZIMUTH MARK AS DESCRIBED ABOVE.  TAKE LEFT FORK THROUGH GATE
 DV2039'AND GO NORTH FOR 0.5 MILE TO DIM TRACKS ON RIGHT ABOUT 75
 DV2039'YARDS BEFORE ENTERING FARM YARD.  TURN RIGHT AND GO EAST
 DV2039'ACROSS COUNTRY FOR 0.8 MILE TOWARD PEAK ON LEFT TO A FENCE
 DV2039'LINE.  THENCE LEFT ALONG FENCE FOR APPROXIMATELY 0.2 MILE TO THE
 DV2039'BASE OF PEAK AND THE END OF TRUCK TRAVEL.  PACK NORTH UP
 DV2039'STEEP SLOPE TO HIGHEST POINT AND STATION SITE.  A
 DV2039'20-MINUTE PACK.
 DV2039
 DV2039                          STATION RECOVERY (1972)
 DV2039
 DV2039'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2039'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN.
 DV2039'
 DV2039'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV2039'
 DV2039'STATION MARK STD USBBR B.C.
 DV2039'
 DV2039'REFERENCE MARKS GOOD.
 DV2039
 DV2039                          STATION RECOVERY (1986)
 DV2039
 DV2039'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2039'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DV2039'IN 1947.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW
 DV2039'ROUTE TO THE STATION FOLLOWS.
 DV2039'
 DV2039'TO REACH THE STATION FROM SURPRISE TRAVEL NORTHWEST ALONG US HIGHWAY
 DV2039'60 FOR 4.65 MILES TO 163 AVENUE AT MILE POST 138.05.  TURN RIGHT AND
 DV2039'TRAVEL NORTH CROSSING A RAILROAD FOR 2.8 MILES TO JOMAX ROAD.  TURN
 DV2039'RIGHT AND TRAVEL EAST FOR 0.8 MILE TO A CATTLE GUARD, CONTINUE EAST
 DV2039'AND THEN NORTH FOR 1.25 MILES TO A DIRT ROAD ON THE LEFT.  TURN LEFT
 DV2039'AND FOLLOW DIRT ROAD 1.2 MILES TO THE NORTH SIDE OF HILL AND END OF
 DV2039'TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0684 ***********************************************************************
 FQ0684  DESIGNATION -  SPITZ
 FQ0684  PID         -  FQ0684
 FQ0684  STATE/COUNTY-  AZ/COCONINO
 FQ0684  USGS QUAD   -  PARKS (1974)
 FQ0684
 FQ0684                         *CURRENT SURVEY CONTROL
 FQ0684  ___________________________________________________________________
 FQ0684* NAD 83(1992)-  35 16 05.32606(N)    111 59 31.42525(W)     ADJUSTED  
 FQ0684* NAVD 88     -      2347.     (meters)    7700.     (feet)  SCALED    
 FQ0684  ___________________________________________________________________
 FQ0684  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 FQ0684  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FQ0684  HORZ ORDER  -  SECOND
 FQ0684
 FQ0684.The horizontal coordinates were established by classical geodetic methods
 FQ0684.and adjusted by the National Geodetic Survey in August 1993.
 FQ0684
 FQ0684.The orthometric height was scaled from a topographic map.
 FQ0684
 FQ0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0684
 FQ0684.The geoid height was determined by GEOID03.
 FQ0684
 FQ0684;                    North         East     Units Scale Factor Converg.
 FQ0684;SPC AZ C     -   473,322.792   206,500.460   MT  0.99990058   -0 02 36.7
 FQ0684;SPC AZ C     - 1,552,896.30    677,494.95   iFT  0.99990058   -0 02 36.7
 FQ0684;UTM  12      - 3,903,231.191   409,767.448   MT  0.99970034   -0 34 22.3
 FQ0684
 FQ0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0684!SPC AZ C     -   0.99963539  x   0.99990058  =   0.99953601
 FQ0684!UTM  12      -   0.99963539  x   0.99970034  =   0.99933584
 FQ0684
 FQ0684|---------------------------------------------------------------------|
 FQ0684| PID    Reference Object                     Distance      Geod. Az  |
 FQ0684|                                                           dddmmss.s |
 FQ0684| CH3415 SPITZ RM 2                            4.784 METERS 03201     |
 FQ0684| CH3414 SPITZ RM 1                            4.654 METERS 15343     |
 FQ0684| FR0862 LOW                                 APPROX. 3.4 KM 3405308.3 |
 FQ0684|---------------------------------------------------------------------|
 FQ0684
 FQ0684                          SUPERSEDED SURVEY CONTROL
 FQ0684
 FQ0684  NAD 83(1986)-  35 16 05.32382(N)    111 59 31.42184(W) AD(       ) 2
 FQ0684  NAD 27      -  35 16 05.28400(N)    111 59 28.83710(W) AD(       ) 2
 FQ0684
 FQ0684.Superseded values are not recommended for survey control.
 FQ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0684.See file dsdata.txt to determine how the superseded data were derived.
 FQ0684
 FQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0976703231(NAD 83)
 FQ0684_MARKER: DS = TRIANGULATION STATION DISK
 FQ0684_SETTING: 80 = SET IN A BOULDER
 FQ0684_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0684
 FQ0684  HISTORY     - Date     Condition        Report By
 FQ0684  HISTORY     - 1958     MONUMENTED       CGS
 FQ0684
 FQ0684                          STATION DESCRIPTION
 FQ0684
 FQ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0684'THE STATION IS ON THE HIGHEST POINT OF SPITZ HILL, A HIGH
 FQ0684'CONED SHAPED HILL COVERED WITH TREES.  IT IS ABOUT 11 MILES
 FQ0684'EAST OF WILLIAMS, 4.5 MILES WEST OF PARKS AND 0.5 MILE NORTH
 FQ0684'OF U.S. HIGHWAY 66 AND 89.
 FQ0684'
 FQ0684'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0684'FLAGSTAFF, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 21.3 MILES
 FQ0684'TO A CROSSROAD WITH STOCK GUARDS ON EACH SIDE OF THE HIGHWAY.
 FQ0684'TURN RIGHT, NORTH, AS PER SIGN (2 NE SPRINGS - 4 KAUFMAN SPRINGS)
 FQ0684'AND GO 0.2 MILE TO A DIM TRACK ROAD ON THE RIGHT ALONG A
 FQ0684'POWER LINE.  TURN RIGHT ON THE DIM TRACK ROAD AND FOLLOW IT
 FQ0684'EAST ALONG THE POWER LINE FOR 0.8 MILE.  HERE TURN LEFT AND
 FQ0684'GO ACROSS COUNTRY, NORTH AND WEST, THROUGH BRUSH AND TREES
 FQ0684'AS FAR AS POSSIBLE, THEN PACK NORTHWEST TO THE HIGHEST POINT
 FQ0684'AND THE STATION.  ABOUT A 30 MINUTE PACK.
 FQ0684'
 FQ0684'THE STATION IS A STANDARD DISK, STAMPED SPITZ 1958, CEMENTED
 FQ0684'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES AND
 FQ0684'HAS HIGHER ROCKS ON ALL SIDES.
 FQ0684'
 FQ0684'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPITZ NO 1 1958,
 FQ0684'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES
 FQ0684'AND IS 9 FEET SOUTHEAST OF A LARGE PINE TREE.
 FQ0684'
 FQ0684'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPITZ NO 2 1958,
 FQ0684'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0958 ***********************************************************************
 ES0958  DESIGNATION -  SPOTTED MTN
 ES0958  PID         -  ES0958
 ES0958  STATE/COUNTY-  AZ/NAVAJO
 ES0958  USGS QUAD   -  SPOTTED MOUNTAIN (1977)
 ES0958
 ES0958                         *CURRENT SURVEY CONTROL
 ES0958  ___________________________________________________________________
 ES0958* NAD 83(1992)-  34 00 33.46534(N)    110 36 37.17457(W)     ADJUSTED  
 ES0958* NAVD 88     -      1917.8    (meters)    6292.     (feet)  VERTCON   
 ES0958  ___________________________________________________________________
 ES0958  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 ES0958  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ES0958  HORZ ORDER  -  THIRD
 ES0958
 ES0958.The horizontal coordinates were established by classical geodetic methods
 ES0958.and adjusted by the National Geodetic Survey in August 1993.
 ES0958
 ES0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0958
 ES0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0958
 ES0958.The geoid height was determined by GEOID03.
 ES0958
 ES0958;                    North         East     Units Scale Factor Converg.
 ES0958;SPC AZ E     -   333,773.616   172,381.012   MT  0.99992069   -0 14 53.4
 ES0958;SPC AZ E     - 1,095,057.80    565,554.50   iFT  0.99992069   -0 14 53.4
 ES0958;UTM  12      - 3,763,255.131   535,981.709   MT  0.99961596   +0 13 04.6
 ES0958
 ES0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0958!SPC AZ E     -   0.99970293  x   0.99992069  =   0.99962364
 ES0958!UTM  12      -   0.99970293  x   0.99961596  =   0.99931901
 ES0958
 ES0958|---------------------------------------------------------------------|
 ES0958| PID    Reference Object                     Distance      Geod. Az  |
 ES0958|                                                           dddmmss.s |
 ES0958| DZ1443 SPOTTED MTN RM 1                     28.517 METERS 19507     |
 ES0958| DZ1444 SPOTTED MTN RM 2                     10.162 METERS 28100     |
 ES0958| ES1090 SHELL                               APPROX.20.2 KM 2974502.5 |
 ES0958|---------------------------------------------------------------------|
 ES0958
 ES0958                          SUPERSEDED SURVEY CONTROL
 ES0958
 ES0958  NAD 83(1986)-  34 00 33.45972(N)    110 36 37.17731(W) AD(       ) 3
 ES0958  NGVD 29 (09/20/88) 1917.0    (m)         6289.     (f) VERT ANG    3  
 ES0958
 ES0958.Superseded values are not recommended for survey control.
 ES0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0958.See file dsdata.txt to determine how the superseded data were derived.
 ES0958
 ES0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3598263255(NAD 83)
 ES0958_MARKER: DS = TRIANGULATION STATION DISK
 ES0958_SETTING: 80 = SET IN A BOULDER
 ES0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0958+STABILITY: SURFACE MOTION
 ES0958
 ES0958  HISTORY     - Date     Condition        Report By
 ES0958  HISTORY     - 1946     MONUMENTED       USGS
 ES0958  HISTORY     - 1948     GOOD             USGS
 ES0958  HISTORY     - 1960     GOOD             USGS
 ES0958
 ES0958                          STATION DESCRIPTION
 ES0958
 ES0958'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 ES0958'LOCATED ABOUT 8.3 MI WSW. OF CIBECUE, ABOUT 4.2 MI SSE. OF
 ES0958'GRASSHOPPER.  ON SUMMIT OF LOW HILL.
 ES0958'
 ES0958'TO REACH FROM CIBECUE TRADING CO. STORE, DRIVE 0.2 MI S. TO
 ES0958'BRIDGE.  TURN RIGHT ON GRASSHOPPER RD. 2.8 MI TO BOARD GATE,
 ES0958'CONTINUE 5.7 MI TO SECOND BOARD GATE, CONTINUE 0.05 MI TO SIGN
 ES0958'SALT RIVER DRAW POINTING S.  TURN S. DOWN SALT RIVER DRAW 3.1
 ES0958'MI TO END OF TRUCK TRAVEL.  CLIMB E. TO SUMMIT OF HILL AND
 ES0958'STATION.  A 45-MINUTE WALK.
 ES0958'
 ES0958'STATION MARK--STANDARD TABLET STAMPED---SPOTTED MTN 1946---,
 ES0958'CEMENTED IN ROCK.
 ES0958
 ES0958                          STATION RECOVERY (1948)
 ES0958
 ES0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 ES0958'RECOVERED AS DESCRIBED BY USGS.  TWO RMS ADDED.
 ES0958'
 ES0958'RM 1--COPPER NAIL AND WASHER IN LARGE, BLAZED, JUNIPER TREE.
 ES0958'
 ES0958'RM 2--STANDARD RM TABLET STAMPED---NO 2 1948---, CEMENTED IN ROCK.
 ES0958
 ES0958                          STATION RECOVERY (1960)
 ES0958
 ES0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0958'RECOVERED IN GOOD CONDITION EXCEPT RM 1 NOT FOUND.  TREE HAS BEEN
 ES0958'BURNED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0905 ***********************************************************************
 ET0905  DESIGNATION -  SPRING
 ET0905  PID         -  ET0905
 ET0905  STATE/COUNTY-  AZ/YAVAPAI
 ET0905  USGS QUAD   -  ESTLER PEAK (1974)
 ET0905
 ET0905                         *CURRENT SURVEY CONTROL
 ET0905  ___________________________________________________________________
 ET0905* NAD 83(1992)-  34 23 21.99731(N)    112 01 58.11807(W)     ADJUSTED  
 ET0905* NAVD 88     -      1300.0    (meters)    4265.     (feet)  VERTCON   
 ET0905  ___________________________________________________________________
 ET0905  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 ET0905  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 ET0905  HORZ ORDER  -  SECOND
 ET0905
 ET0905.The horizontal coordinates were established by classical geodetic methods
 ET0905.and adjusted by the National Geodetic Survey in August 1993.
 ET0905
 ET0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0905
 ET0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0905
 ET0905.The geoid height was determined by GEOID03.
 ET0905
 ET0905;                    North         East     Units Scale Factor Converg.
 ET0905;SPC AZ C     -   375,855.040   202,680.350   MT  0.99990141   -0 03 56.2
 ET0905;SPC AZ C     - 1,233,120.21    664,961.78   iFT  0.99990141   -0 03 56.2
 ET0905;UTM  12      - 3,805,821.444   405,057.770   MT  0.99971111   -0 35 00.2
 ET0905
 ET0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0905!SPC AZ C     -   0.99980012  x   0.99990141  =   0.99970155
 ET0905!UTM  12      -   0.99980012  x   0.99971111  =   0.99951129
 ET0905
 ET0905|---------------------------------------------------------------------|
 ET0905| PID    Reference Object                     Distance      Geod. Az  |
 ET0905|                                                           dddmmss.s |
 ET0905| CH3416 SPRING RM 1                           3.328 METERS 05433     |
 ET0905| CH3417 SPRING RM 2                           4.468 METERS 26111     |
 ET0905| ET0216 ASH                                 APPROX. 4.7 KM 2753247.6 |
 ET0905|---------------------------------------------------------------------|
 ET0905
 ET0905                          SUPERSEDED SURVEY CONTROL
 ET0905
 ET0905  NAD 83(1986)-  34 23 21.99164(N)    112 01 58.11741(W) AD(       ) 2
 ET0905  NAD 27      -  34 23 21.89370(N)    112 01 55.55510(W) AD(       ) 2
 ET0905  NGVD 29 (10/09/91) 1299.3    (m)         4263.     (f) VERT ANG    3  
 ET0905
 ET0905.Superseded values are not recommended for survey control.
 ET0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0905.See file dsdata.txt to determine how the superseded data were derived.
 ET0905
 ET0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0505805821(NAD 83)
 ET0905_MARKER: DS = TRIANGULATION STATION DISK
 ET0905_SETTING: 80 = SET IN A BOULDER
 ET0905_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0905+STABILITY: SURFACE MOTION
 ET0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0905+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ET0905
 ET0905  HISTORY     - Date     Condition        Report By
 ET0905  HISTORY     - 1959     MONUMENTED       CGS
 ET0905  HISTORY     - 1966     GOOD             USGS
 ET0905  HISTORY     - 20080816 GOOD             GEOCAC
 ET0905  HISTORY     - 20080925 GOOD             GEOCAC
 ET0905
 ET0905                          STATION DESCRIPTION
 ET0905
 ET0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0905'THE STATION IS LOCATED ON THE HIGHEST POINT OF A VERY ROUGH
 ET0905'AND ROCKY HILL THAT IS 6 MILES NORTHEAST OF CORDES JUNCTION,
 ET0905'3 MILES NORTHWEST OF DUGAS, 0.5 MILE SOUTH OF A POWERLINE
 ET0905'AND JUST NORTH OF SPRING CREEK.
 ET0905'
 ET0905'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON STATE
 ET0905'HIGHWAY 79 FOR 6.1 MILES TO A CROSSROAD AND SIGN ON THE RIGHT,
 ET0905'DUGAS-SYCAMORE STA.  TURN RIGHT AS PER SIGN AND GO EAST ON THE
 ET0905'BLADED ROAD FOR 0.4 MILE TO A Y-FORK, TAKE THE LEFT FORK
 ET0905'AND CONTINUE EAST ON THE BLADED ROAD FOR 2.0 MILES (THIS IS
 ET0905'0.3 MILE BEFORE REACHING A POWERLINE).  HERE TURN RIGHT AND GO
 ET0905'ACROSS COUNTRY FOR 0.2 MILE TO THE BASE OF THE HILL.  FROM
 ET0905'HERE PACK EASTERLY UPHILL FOR ABOUT 10 MINUTES TO THE HIGHEST
 ET0905'POINT OF THE HILL AND THE STATION.
 ET0905'
 ET0905'THE STATION MARK, STAMPED SPRING 1958, IS A STANDARD DISK
 ET0905'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 ET0905'AND IS 11.5 FEET NORTHEAST OF A WITNESS POST.
 ET0905'
 ET0905'REFERENCE MARK NO. 1, STAMPED SPRING NO 1 1958, IS A STANDARD
 ET0905'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8
 ET0905'INCHES AND IS 22.7 FEET NORTHEAST OF A WITNESS POST.
 ET0905'
 ET0905'REFERENCE MARK NO. 2, STAMPED SPRING NO 2 1958, IS A STANDARD
 ET0905'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 ET0905'INCHES AND IS 4.6 FEET WEST OF A WITNESS POST.
 ET0905'
 ET0905'TRIANGULATION STATION ASH CAN BE USED FOR AN AZIMUTH MARK.
 ET0905'(SEE DESCRIPTION THEREOF).
 ET0905
 ET0905                          STATION RECOVERY (1966)
 ET0905
 ET0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ET0905'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 ET0905
 ET0905                          STATION RECOVERY (2008)
 ET0905
 ET0905'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ET0905'GPSR COORDINATES (NAD 83) N34 23.386 W112 02.142
 ET0905'REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 ET0905' 
 ET0905
 ET0905                          STATION RECOVERY (2008)
 ET0905
 ET0905'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0905'RECOVERED STATION SPRING AND SPRING RM 1 IN GOOD CONDITION.  LOCATED
 ET0905'DRILL HOLE FOR SPRING
 ET0905'RM 2 WHICH HAS BEEN REMOVED BY VANDALS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0879 ***********************************************************************
 ES0879  DESIGNATION -  SPRING
 ES0879  PID         -  ES0879
 ES0879  STATE/COUNTY-  AZ/COCONINO
 ES0879  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0879
 ES0879                         *CURRENT SURVEY CONTROL
 ES0879  ___________________________________________________________________
 ES0879* NAD 83(1992)-  34 36 21.80106(N)    111 13 15.02216(W)     ADJUSTED  
 ES0879* NAVD 88     -      2104.6    (meters)    6905.     (feet)  VERTCON   
 ES0879  ___________________________________________________________________
 ES0879  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 ES0879  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0879  HORZ ORDER  -  SECOND
 ES0879
 ES0879.The horizontal coordinates were established by classical geodetic methods
 ES0879.and adjusted by the National Geodetic Survey in August 1993.
 ES0879
 ES0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0879
 ES0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0879
 ES0879.The geoid height was determined by GEOID03.
 ES0879
 ES0879;                    North         East     Units Scale Factor Converg.
 ES0879;SPC AZ C     -   400,095.704   277,177.897   MT  0.99995018   +0 23 42.7
 ES0879;SPC AZ C     - 1,312,649.95    909,376.30   iFT  0.99995018   +0 23 42.7
 ES0879;UTM  12      - 3,829,379.736   479,751.909   MT  0.99960505   -0 07 31.5
 ES0879
 ES0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0879!SPC AZ C     -   0.99967343  x   0.99995018  =   0.99962363
 ES0879!UTM  12      -   0.99967343  x   0.99960505  =   0.99927861
 ES0879
 ES0879:                Primary Azimuth Mark                     Grid Az
 ES0879:SPC AZ C     -  ELK                                      073 59 23.2
 ES0879:UTM  12      -  ELK                                      074 30 37.4
 ES0879
 ES0879|---------------------------------------------------------------------|
 ES0879| PID    Reference Object                     Distance      Geod. Az  |
 ES0879|                                                           dddmmss.s |
 ES0879| ES0853 ELK                                 APPROX. 0.6 KM 0742305.9 |
 ES0879| ES0865 LITTLE                              278.278 METERS 24831     |
 ES0879|---------------------------------------------------------------------|
 ES0879
 ES0879                          SUPERSEDED SURVEY CONTROL
 ES0879
 ES0879  NAD 83(1986)-  34 36 21.79298(N)    111 13 15.02617(W) AD(       ) 2
 ES0879  NGVD 29 (07/10/87) 2103.6    (m)         6902.     (f) VERT ANG    3  
 ES0879
 ES0879.Superseded values are not recommended for survey control.
 ES0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0879.See file dsdata.txt to determine how the superseded data were derived.
 ES0879
 ES0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7975229380(NAD 83)
 ES0879_MARKER: DS = TRIANGULATION STATION DISK
 ES0879_SETTING: 80 = SET IN A BOULDER
 ES0879_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0879+STABILITY: SURFACE MOTION
 ES0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0879+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2008
 ES0879
 ES0879  HISTORY     - Date     Condition        Report By
 ES0879  HISTORY     - 1981     MONUMENTED       AZDT
 ES0879  HISTORY     - 19980819 GOOD             USPSQD
 ES0879  HISTORY     - 20080724 GOOD             GEOCAC
 ES0879
 ES0879                          STATION DESCRIPTION
 ES0879
 ES0879'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0879'THE STATION IS LOCATED 20 MILES NORTHEAST OF PINE, 2 MILES WEST OF THE
 ES0879'BLUE RIDGE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0879'
 ES0879'THE STATION MARK IS AN AZDT DISK STAMPED---SPRING 1981---SET IN A
 ES0879'DRILL HOLE IN A BOULDER 37 FEET NORTHWEST OF THE CENTERLINE OF THE
 ES0879'HIGHWAY AND 5 FEET SOUTH OF A CAIRN.
 ES0879'
 ES0879'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0879'
 ES0879'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0879'STATE ROUTE 87 FOR 29.55 MILES TO THE STATION ON THE LEFT ALONG THE
 ES0879'SOUTH EDGE OF A LOW CUT.  THE STATION IS 1.95 MILES SOUTHWEST BY ROAD
 ES0879'FROM THE BLUE RIDGE RANGER STATION AT MILEPOST 297.65.
 ES0879
 ES0879                          STATION RECOVERY (1998)
 ES0879
 ES0879'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0879'RECOVERED IN GOOD CONDITION.
 ES0879
 ES0879                          STATION RECOVERY (2008)
 ES0879
 ES0879'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0528 ***********************************************************************
 ER0528  DESIGNATION -  SPRINGER MOUNTAIN LOOKOUT TWR
 ER0528  PID         -  ER0528
 ER0528  STATE/COUNTY-  AZ/NAVAJO
 ER0528  USGS QUAD   -  LAKESIDE (1984)
 ER0528
 ER0528                         *CURRENT SURVEY CONTROL
 ER0528  ___________________________________________________________________
 ER0528* NAD 83(1992)-  34 08 51.32303(N)    109 56 54.98925(W)     ADJUSTED  
 ER0528* NAVD 88     -      2196.3    (meters)    7206.     (feet)  VERTCON   
 ER0528  ___________________________________________________________________
 ER0528  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 ER0528  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ER0528  HORZ ORDER  -  THIRD
 ER0528
 ER0528.The horizontal coordinates were established by classical geodetic methods
 ER0528.and adjusted by the National Geodetic Survey in August 1993.
 ER0528
 ER0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0528
 ER0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0528
 ER0528.The geoid height was determined by GEOID03.
 ER0528
 ER0528;                    North         East     Units Scale Factor Converg.
 ER0528;SPC AZ E     -   349,044.894   233,468.391   MT  0.99990498   +0 07 20.6
 ER0528;SPC AZ E     - 1,145,160.41    765,972.41   iFT  0.99990498   +0 07 20.6
 ER0528;UTM  12      - 3,779,019.865   596,927.546   MT  0.99971581   +0 35 24.8
 ER0528
 ER0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0528!SPC AZ E     -   0.99965903  x   0.99990498  =   0.99956404
 ER0528!UTM  12      -   0.99965903  x   0.99971581  =   0.99937494
 ER0528
 ER0528|---------------------------------------------------------------------|
 ER0528| PID    Reference Object                     Distance      Geod. Az  |
 ER0528|                                                           dddmmss.s |
 ER0528| CS4088 SPRINGER MOUNTAIN LOT RM 2            9.268 METERS 00151     |
 ER0528| ER0529 SHOW LOW TV ASSOC TOWER             APPROX. 6.5 KM 0044413.9 |
 ER0528| CS4087 SPRINGER MOUNTAIN LOT RM 1           18.245 METERS 26443     |
 ER0528|---------------------------------------------------------------------|
 ER0528
 ER0528                          SUPERSEDED SURVEY CONTROL
 ER0528
 ER0528  NAD 83(1986)-  34 08 51.32083(N)    109 56 54.99762(W) AD(       ) 4
 ER0528  NAD 27      -  34 08 51.16800(N)    109 56 52.61700(W) AD(       ) 3
 ER0528  NGVD 29 (04/27/90) 2195.4    (m)         7203.     (f) VERT ANG    3  
 ER0528
 ER0528.Superseded values are not recommended for survey control.
 ER0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0528.See file dsdata.txt to determine how the superseded data were derived.
 ER0528
 ER0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9692879020(NAD 83)
 ER0528_MARKER: 57 = LOOKOUT TOWER
 ER0528
 ER0528  HISTORY     - Date     Condition        Report By
 ER0528  HISTORY     - 1958     FIRST OBSERVED   CGS
 ER0528  HISTORY     - 1960     GOOD             USGS
 ER0528
 ER0528                          STATION DESCRIPTION
 ER0528
 ER0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0528'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF LAKE SIDE AND
 ER0528'ABOUT 2 MILES NORTH-NORTHWEST OF PINE TOP ON TOP OF THE
 ER0528'SPRINGER MOUNTAIN IN THE SITGREAVES NATIONAL FOREST.  THE
 ER0528'LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 ER0528'CAB, COLORED GRAY AND YELLOW AND IS ABOUT 30 FEET IN OVER ALL
 ER0528'HEIGHT.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 ER0528'
 ER0528'TO REACH THE STATION FROM THE POST OFFICE IN LAKE SIDE, GO
 ER0528'SOUTH ON STATE HIGHWAY NO. 173 FOR 1.1 MILES TO A SIDE ROAD ON
 ER0528'THE LEFT, TURN LEFT AND GO 1.2 MILES TO A FORK, TAKE THE RIGHT
 ER0528'FORK AND GO 0.3 MILE TO THE STATION AS DESCRIBED.
 ER0528
 ER0528                          STATION RECOVERY (1960)
 ER0528
 ER0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0528'RECOVERED IN GOOD CONDITION.
 ER0528'
 ER0528'RM 1--STANDARD RM TABLET, UNSTAMPED.
 ER0528'
 ER0528'RM 2--STANDARD RM TABLET, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0479 ***********************************************************************
 ER0479  DESIGNATION -  SPRINGERVILLE
 ER0479  PID         -  ER0479
 ER0479  STATE/COUNTY-  AZ/APACHE
 ER0479  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0479
 ER0479                         *CURRENT SURVEY CONTROL
 ER0479  ___________________________________________________________________
 ER0479* NAD 83(1992)-  34 07 35.13392(N)    109 16 51.04594(W)     ADJUSTED  
 ER0479* NAVD 88     -      2170.     (meters)    7119.     (feet)  SCALED    
 ER0479  ___________________________________________________________________
 ER0479  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ER0479  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 ER0479  HORZ ORDER  -  SECOND
 ER0479
 ER0479.The horizontal coordinates were established by classical geodetic methods
 ER0479.and adjusted by the National Geodetic Survey in August 1993.
 ER0479
 ER0479.The orthometric height was scaled from a topographic map.
 ER0479
 ER0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0479
 ER0479.The geoid height was determined by GEOID03.
 ER0479
 ER0479;                    North         East     Units Scale Factor Converg.
 ER0479;SPC AZ E     -   347,030.446   295,067.951   MT  0.99998227   +0 29 49.2
 ER0479;SPC AZ E     - 1,138,551.33    968,070.71   iFT  0.99998227   +0 29 49.2
 ER0479;UTM  12      - 3,777,508.562   658,533.437   MT  0.99990982   +0 57 52.9
 ER0479
 ER0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0479!SPC AZ E     -   0.99966300  x   0.99998227  =   0.99964528
 ER0479!UTM  12      -   0.99966300  x   0.99990982  =   0.99957285
 ER0479
 ER0479:                Primary Azimuth Mark                     Grid Az
 ER0479:SPC AZ E     -  SPRINGERVILLE AZ MK                      040 11 20.4
 ER0479:UTM  12      -  SPRINGERVILLE AZ MK                      039 43 16.7
 ER0479
 ER0479|---------------------------------------------------------------------|
 ER0479| PID    Reference Object                     Distance      Geod. Az  |
 ER0479|                                                           dddmmss.s |
 ER0479| CD3674 SPRINGERVILLE AZ MK                                0404109.6 |
 ER0479| CD3676 SPRINGERVILLE RM 2                   21.946 METERS 07221     |
 ER0479| CD3675 SPRINGERVILLE RM 1                   22.449 METERS 34140     |
 ER0479| ER0480 SPRINGERVILLE SCHOOL CUPOLA         APPROX. 0.7 KM 3532331.2 |
 ER0479|---------------------------------------------------------------------|
 ER0479
 ER0479                          SUPERSEDED SURVEY CONTROL
 ER0479
 ER0479  NAD 83(1986)-  34 07 35.13248(N)    109 16 51.05222(W) AD(       ) 2
 ER0479  NAD 27      -  34 07 34.96527(N)    109 16 48.74301(W) AD(       ) 2
 ER0479
 ER0479.Superseded values are not recommended for survey control.
 ER0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0479.See file dsdata.txt to determine how the superseded data were derived.
 ER0479
 ER0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5853377509(NAD 83)
 ER0479_MARKER: DD = SURVEY DISK
 ER0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0479
 ER0479  HISTORY     - Date     Condition        Report By
 ER0479  HISTORY     - 1936     MONUMENTED       USGS
 ER0479  HISTORY     - 1941     GOOD             AZHD
 ER0479
 ER0479                          STATION DESCRIPTION
 ER0479
 ER0479'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JDT)
 ER0479'ABOUT 1/2 MILE SE OF THE TOWN OF SPRINGERVILLE IN SEC. 33,
 ER0479'T. 9 N, R. 29 E, ON THE MOST PROMINENT GROUND IN THE SPRINGERVILLE
 ER0479'GRAVEYARD, AND ABOUT 225 FEET E OF A N-AND-S FENCE.
 ER0479'
 ER0479'STATION AND REFERENCE MARKS ARE U.S. GEOLOGICAL SURVEY STANDARD
 ER0479'DISKS SET IN CONCRETE.
 ER0479'
 ER0479'REFERENCE MARK NO. 1 IS 73.65 FEET FROM THE STATION
 ER0479'N 18 DEG 20 MIN W.
 ER0479'
 ER0479'REFERENCE MARK NO. 2 IS 72.00 FEET FROM THE STATION
 ER0479'N 72 DEG 21 MIN E.
 ER0479'
 ER0479'AZIMUTH MARK IS 0.5 MILE E OF GUDES CASH STORE, IN THE N
 ER0479'HEADWALL OF A CULVERT AT THE TOP OF A SMALL HILL, AND APPROXIMATELY
 ER0479'0.5 MILE FROM THE STATION N 40 DEG 41 MIN E.
 ER0479
 ER0479                          STATION RECOVERY (1941)
 ER0479
 ER0479'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1941
 ER0479'LETTER OF MR. E.V. MULLER, CHIEF, DIV. OF PLANS, ARIZ. HWY.
 ER0479'DEPT., PHOENIX, ARIZ., DATED AUGUST 28, 1941--
 ER0479'
 ER0479'DUE TO THE WIDENING OF U.S. HIGHWAY 60 (E OF SPRINGERVILLE),
 ER0479'IT WAS NECESSARY TO MOVE AZIMUTH MARK SPRINGERVILLE.  THE OLD
 ER0479'MARK WAS LOCATED 2190 FT. E OF THE CENTER OF TOWN IN THE N
 ER0479'HEADWALL OF A PIPE CULVERT, AND WAS STAMPED SPRINGERVILLE
 ER0479'USGS 1936.  THE MARK WAS MOVED DIRECTLY ON LINE WITH THE OLD
 ER0479'MARK AND THE STATION APPROXIMATELY 15 FT. FARTHER FROM THE
 ER0479'STATION.  THE MARK IS IN THE FENCE LINE 0.5 MI. E OF GUDES CASH
 ER0479'STORE IN SPRINGERVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0481 ***********************************************************************
 ER0481  DESIGNATION -  SPRINGERVILLE RED ROOF BR CH
 ER0481  PID         -  ER0481
 ER0481  STATE/COUNTY-  AZ/APACHE
 ER0481  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0481
 ER0481                         *CURRENT SURVEY CONTROL
 ER0481  ___________________________________________________________________
 ER0481* NAD 83(1992)-  34 07 56.56659(N)    109 16 54.13697(W)     ADJUSTED  
 ER0481* NAVD 88     -              **(meters)            **(feet)            
 ER0481  ___________________________________________________________________
 ER0481  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 ER0481  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0481  HORZ ORDER  -  THIRD
 ER0481
 ER0481.The horizontal coordinates were established by classical geodetic methods
 ER0481.and adjusted by the National Geodetic Survey in August 1993.
 ER0481
 ER0481
 ER0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0481
 ER0481.The geoid height was determined by GEOID03.
 ER0481
 ER0481;                    North         East     Units Scale Factor Converg.
 ER0481;SPC AZ E     -   347,690.115   294,983.027   MT  0.99998210   +0 29 47.7
 ER0481;SPC AZ E     - 1,140,715.60    967,792.08   iFT  0.99998210   +0 29 47.7
 ER0481;UTM  12      - 3,778,167.468   658,443.137   MT  0.99990946   +0 57 51.7
 ER0481
 ER0481                          SUPERSEDED SURVEY CONTROL
 ER0481
 ER0481  NAD 83(1986)-  34 07 56.56777(N)    109 16 54.14339(W) AD(       ) 4
 ER0481  NAD 27      -  34 07 56.40000(N)    109 16 51.86000(W) AD(       ) 3
 ER0481
 ER0481.Superseded values are not recommended for survey control.
 ER0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0481.See file dsdata.txt to determine how the superseded data were derived.
 ER0481
 ER0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5844378167(NAD 83)
 ER0481
 ER0481  HISTORY     - Date     Condition        Report By
 ER0481  HISTORY     - 1920     FIRST OBSERVED   CGS
 ER0481
 ER0481                          STATION DESCRIPTION
 ER0481
 ER0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 ER0481'THIS STATION IS INCORRECTLY SHOWN ON SKETCHES 18 AND 19 AS
 ER0481'EGAR, RED ROOF CHURCH, BROWN STEEPLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0480 ***********************************************************************
 ER0480  DESIGNATION -  SPRINGERVILLE SCHOOL CUPOLA
 ER0480  PID         -  ER0480
 ER0480  STATE/COUNTY-  AZ/APACHE
 ER0480  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0480
 ER0480                         *CURRENT SURVEY CONTROL
 ER0480  ___________________________________________________________________
 ER0480* NAD 83(1992)-  34 07 56.65510(N)    109 16 54.04406(W)     ADJUSTED  
 ER0480* NAVD 88     -              **(meters)            **(feet)            
 ER0480  ___________________________________________________________________
 ER0480  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 ER0480  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0480  HORZ ORDER  -  THIRD
 ER0480
 ER0480.The horizontal coordinates were established by classical geodetic methods
 ER0480.and adjusted by the National Geodetic Survey in August 1993.
 ER0480
 ER0480
 ER0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0480
 ER0480.The geoid height was determined by GEOID03.
 ER0480
 ER0480;                    North         East     Units Scale Factor Converg.
 ER0480;SPC AZ E     -   347,692.863   294,985.383   MT  0.99998210   +0 29 47.8
 ER0480;SPC AZ E     - 1,140,724.62    967,799.81   iFT  0.99998210   +0 29 47.8
 ER0480;UTM  12      - 3,778,170.235   658,445.471   MT  0.99990947   +0 57 51.7
 ER0480
 ER0480                          SUPERSEDED SURVEY CONTROL
 ER0480
 ER0480  NAD 83(1986)-  34 07 56.65721(N)    109 16 54.05138(W) AD(       ) 4
 ER0480  NAD 27      -  34 07 56.48341(N)    109 16 51.74101(W) AD(       ) 3
 ER0480
 ER0480.Superseded values are not recommended for survey control.
 ER0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0480.See file dsdata.txt to determine how the superseded data were derived.
 ER0480
 ER0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5844578170(NAD 83)
 ER0480_MARKER: 86 = CUPOLA
 ER0480
 ER0480  HISTORY     - Date     Condition        Report By
 ER0480  HISTORY     - 1936     FIRST OBSERVED   CGS
 ER0480
 ER0480                          STATION DESCRIPTION
 ER0480
 ER0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0480'THE POINT OBSERVED UPON WAS THE BASE OF THE FLAG POLE ON TOP
 ER0480'OF THE CUPOLA OF THE SPRINGERVILLE GRAMMAR SCHOOL, WHICH IS
 ER0480'LOCATED IN THE EASTERN PART OF THE TOWN OF SPRINGERVILLE
 ER0480'AND IS THE MOST PROMINENT BUILDING IN THE TOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0940 ***********************************************************************
 ES0940  DESIGNATION -  SPRINGS
 ES0940  PID         -  ES0940
 ES0940  STATE/COUNTY-  AZ/COCONINO
 ES0940  USGS QUAD   -  O W POINT (1990)
 ES0940
 ES0940                         *CURRENT SURVEY CONTROL
 ES0940  ___________________________________________________________________
 ES0940* NAD 83(1992)-  34 17 53.08809(N)    110 51 55.45468(W)     ADJUSTED  
 ES0940* NAVD 88     -      2311.7    (meters)    7584.     (feet)  VERTCON   
 ES0940  ___________________________________________________________________
 ES0940  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 ES0940  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ES0940  HORZ ORDER  -  SECOND
 ES0940
 ES0940.The horizontal coordinates were established by classical geodetic methods
 ES0940.and adjusted by the National Geodetic Survey in August 1993.
 ES0940
 ES0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0940
 ES0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0940
 ES0940.The geoid height was determined by GEOID03.
 ES0940
 ES0940;                    North         East     Units Scale Factor Converg.
 ES0940;SPC AZ C     -   366,215.396   310,132.438   MT  1.00001540   +0 35 32.8
 ES0940;SPC AZ C     - 1,201,494.08  1,017,494.88   iFT  1.00001540   +0 35 32.8
 ES0940;SPC AZ E     -   365,936.107   149,039.492   MT  0.99995098   -0 23 37.5
 ES0940;SPC AZ E     - 1,200,577.78    488,974.71   iFT  0.99995098   -0 23 37.5
 ES0940;UTM  12      - 3,795,215.501   512,386.062   MT  0.99960189   +0 04 33.0
 ES0940
 ES0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0940!SPC AZ C     -   0.99964102  x   1.00001540  =   0.99965642
 ES0940!SPC AZ E     -   0.99964102  x   0.99995098  =   0.99959202
 ES0940!UTM  12      -   0.99964102  x   0.99960189  =   0.99924306
 ES0940
 ES0940|---------------------------------------------------------------------|
 ES0940| PID    Reference Object                     Distance      Geod. Az  |
 ES0940|                                                           dddmmss.s |
 ES0940| ES0925 MOSQUITO                            343.039 METERS 07627     |
 ES0940|---------------------------------------------------------------------|
 ES0940
 ES0940                          SUPERSEDED SURVEY CONTROL
 ES0940
 ES0940  NAD 83(1986)-  34 17 53.08290(N)    110 51 55.45897(W) AD(       ) 2
 ES0940  NGVD 29 (08/03/87) 2310.7    (m)         7581.     (f) VERT ANG    3  
 ES0940
 ES0940.Superseded values are not recommended for survey control.
 ES0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0940.See file dsdata.txt to determine how the superseded data were derived.
 ES0940
 ES0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1238695216(NAD 83)
 ES0940_MARKER: DS = TRIANGULATION STATION DISK
 ES0940_SETTING: 66 = SET IN ROCK OUTCROP
 ES0940_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0940+STABILITY: POSITION/ELEVATION WELL
 ES0940
 ES0940  HISTORY     - Date     Condition        Report By
 ES0940  HISTORY     - 1984     MONUMENTED       AZDT
 ES0940  HISTORY     - 19971011 GOOD             USPSQD
 ES0940  HISTORY     - 20050903 GOOD             USPSQD
 ES0940
 ES0940                          STATION DESCRIPTION
 ES0940
 ES0940'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0940'THE STATION IS LOCATE 18 MILES SOUTHWEST OF HEBER ALONG THE SOUTH SIDE
 ES0940'OF STATE ROUTE 260.
 ES0940'
 ES0940'THE STATION MARK IS AN AZDT DISK STAMPED---SPRINGS 1984---.  IT IS SET
 ES0940'IN A DRILL HOLE IN A LARGE SANDSTONE BOULER, 190 FEET WEST OF A TRACK
 ES0940'ROAD, 67 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET
 ES0940'SOUTHWEST OF THE WITNESS POST.
 ES0940'
 ES0940'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0940'AND STATE ROUTE 260.  TRAVEL SOUTHWEST ALONG SR 260 FOR 19.5 MILES TO
 ES0940'YOUNG ROAD ON THE LEFT, CONTINUE SOUTHWEST ALONG THE HIGHWAY FOR 0.55
 ES0940'MILE TO THE STATION ON THE LEFT.
 ES0940
 ES0940                          STATION RECOVERY (1997)
 ES0940
 ES0940'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0940'RECOVERED IN GOOD CONDITION.
 ES0940
 ES0940                          STATION RECOVERY (2005)
 ES0940
 ES0940'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0940'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0508 ***********************************************************************
 GP0508  DESIGNATION -  SPRINGS
 GP0508  PID         -  GP0508
 GP0508  STATE/COUNTY-  AZ/COCONINO
 GP0508  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0508
 GP0508                         *CURRENT SURVEY CONTROL
 GP0508  ___________________________________________________________________
 GP0508* NAD 83(1992)-  36 08 48.47576(N)    111 23 51.40962(W)     ADJUSTED  
 GP0508* NAVD 88     -      1445.1    (meters)    4741.     (feet)  VERTCON   
 GP0508  ___________________________________________________________________
 GP0508  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GP0508  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0508  HORZ ORDER  -  SECOND
 GP0508
 GP0508.The horizontal coordinates were established by classical geodetic methods
 GP0508.and adjusted by the National Geodetic Survey in August 1993.
 GP0508
 GP0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0508
 GP0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0508
 GP0508.The geoid height was determined by GEOID03.
 GP0508
 GP0508;                    North         East     Units Scale Factor Converg.
 GP0508;SPC AZ C     -   570,924.909   260,068.358   MT  0.99992687   +0 18 22.2
 GP0508;SPC AZ C     - 1,873,113.22    853,242.64   iFT  0.99992687   +0 18 22.2
 GP0508;UTM  12      - 4,000,303.999   464,230.460   MT  0.99961576   -0 14 04.3
 GP0508
 GP0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0508!SPC AZ C     -   0.99977693  x   0.99992687  =   0.99970382
 GP0508!UTM  12      -   0.99977693  x   0.99961576  =   0.99939278
 GP0508
 GP0508:                Primary Azimuth Mark                     Grid Az
 GP0508:SPC AZ C     -  HIDDEN                                   004 36 31.9
 GP0508:UTM  12      -  HIDDEN                                   005 08 58.4
 GP0508
 GP0508|---------------------------------------------------------------------|
 GP0508| PID    Reference Object                     Distance      Geod. Az  |
 GP0508|                                                           dddmmss.s |
 GP0508| GP0492 HIDDEN                              APPROX. 5.4 KM 0045454.1 |
 GP0508| CR8007 SPRINGS RM 1                         16.789 METERS 17247     |
 GP0508| CR8008 SPRINGS RM 2                          7.169 METERS 26117     |
 GP0508|---------------------------------------------------------------------|
 GP0508
 GP0508                          SUPERSEDED SURVEY CONTROL
 GP0508
 GP0508  NAD 83(1986)-  36 08 48.47530(N)    111 23 51.40747(W) AD(       ) 2
 GP0508  NGVD 29 (07/12/88) 1444.2    (m)         4738.     (f) VERT ANG    3  
 GP0508
 GP0508.Superseded values are not recommended for survey control.
 GP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0508.See file dsdata.txt to determine how the superseded data were derived.
 GP0508
 GP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6423000304(NAD 83)
 GP0508_MARKER: DS = TRIANGULATION STATION DISK
 GP0508_SETTING: 66 = SET IN ROCK OUTCROP
 GP0508_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0508+STABILITY: POSITION/ELEVATION WELL
 GP0508
 GP0508  HISTORY     - Date     Condition        Report By
 GP0508  HISTORY     - 1983     MONUMENTED       AZDT
 GP0508
 GP0508                          STATION DESCRIPTION
 GP0508
 GP0508'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0508'THE STATION IS LOCATED 19 MILES NORTH OF CAMERON ALONG U.S. HIGHWAY
 GP0508'89.
 GP0508'
 GP0508'THE STATION MARK IS AN AZDT DISK STAMPED---SPRINGS 1983---.  IT IS SET
 GP0508'IN A DRILL HOLE IN SANDSTONE.  IT IS 202 FEET NORTHEAST OF THE HIGHWAY
 GP0508'102 FEET NORTHEAST OF THE RIGHT OF WAY FENCE AND 4 FEET EAST OF THE
 GP0508'WITNESS POST.
 GP0508'
 GP0508'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SPRINGS RM 1 1983---.  IT
 GP0508'IS SET IN A DRILL HOLE IN SANDSTONE.
 GP0508'
 GP0508'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SPRINGS RM 2 1983---.  IT
 GP0508'IS SET IN A DRILL HOLE IN SANDSTONE.
 GP0508'
 GP0508'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 GP0508'FOR 14 MILES TO THE JUNCTION WITH U.S. HIGHWAY 160.  TRAVEL NORTH ON
 GP0508'U.S. 89 FOR 4.7 MILES TO THE STATION ON THE LEFT AT MILE POST 485.65.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0679 ***********************************************************************
 FP0679  DESIGNATION -  SPRINGS
 FP0679  PID         -  FP0679
 FP0679  STATE/COUNTY-  AZ/APACHE
 FP0679  USGS QUAD   -  SANDERS (1971)
 FP0679
 FP0679                         *CURRENT SURVEY CONTROL
 FP0679  ___________________________________________________________________
 FP0679* NAD 83(1992)-  35 07 52.75073(N)    109 19 50.01533(W)     ADJUSTED  
 FP0679* NAVD 88     -      1889.46   (+/-2cm)    6199.0    (feet)  VERTCON   
 FP0679  ___________________________________________________________________
 FP0679  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 FP0679  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 FP0679  HORZ ORDER  -  SECOND
 FP0679  VERT ORDER  -  THIRD ? (See Below)
 FP0679
 FP0679.The horizontal coordinates were established by classical geodetic methods
 FP0679.and adjusted by the National Geodetic Survey in August 1993.
 FP0679
 FP0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0679.The vertical order pertains to the NGVD 29 superseded value.
 FP0679
 FP0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0679
 FP0679.The geoid height was determined by GEOID03.
 FP0679
 FP0679;                    North         East     Units Scale Factor Converg.
 FP0679;SPC AZ E     -   458,461.542   289,557.823   MT  0.99997153   +0 28 52.2
 FP0679;SPC AZ E     - 1,504,138.92    949,992.86   iFT  0.99997153   +0 28 52.2
 FP0679;UTM  12      - 3,888,881.445   652,102.729   MT  0.99988513   +0 57 39.1
 FP0679
 FP0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0679!SPC AZ E     -   0.99970709  x   0.99997153  =   0.99967863
 FP0679!UTM  12      -   0.99970709  x   0.99988513  =   0.99959226
 FP0679
 FP0679|---------------------------------------------------------------------|
 FP0679| PID    Reference Object                     Distance      Geod. Az  |
 FP0679|                                                           dddmmss.s |
 FP0679| CS5194 SPRINGS RM 1                         10.052 METERS 16418     |
 FP0679| CS5195 SPRINGS RM 2                         10.016 METERS 34431     |
 FP0679|---------------------------------------------------------------------|
 FP0679
 FP0679                          SUPERSEDED SURVEY CONTROL
 FP0679
 FP0679  NAD 83(1986)-  35 07 52.74415(N)    109 19 50.01592(W) AD(       ) 2
 FP0679  NGVD 29 (01/29/91) 1888.50   (m)         6195.9    (f) LEVELING    3  
 FP0679
 FP0679.Superseded values are not recommended for survey control.
 FP0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0679.See file dsdata.txt to determine how the superseded data were derived.
 FP0679
 FP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5210388881(NAD 83)
 FP0679_MARKER: DS = TRIANGULATION STATION DISK
 FP0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0679+STABILITY: SURFACE MOTION
 FP0679
 FP0679  HISTORY     - Date     Condition        Report By
 FP0679  HISTORY     - 1982     MONUMENTED       AZDT
 FP0679
 FP0679                          STATION DESCRIPTION
 FP0679
 FP0679'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0679'THE STATION IS LOCATED 6 MILES SOUTH OF SANDERS ALONG U.S. HIGHWAY
 FP0679'666.
 FP0679'
 FP0679'THE STATION MARK IS AN AZDT DISK STAMPED---SPRINGS 1982---SET IN TOP
 FP0679'OF A 10 INCH CONCRETE MONUMENT.  IT IS 72 FEET WEST OF THE CENTER LINE
 FP0679'OF THE HIGHWAY AND 3 FEET SOUTHWEST OF THE WITNESS POST.
 FP0679'
 FP0679'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SPRINGS RM 1 1982---SET IN
 FP0679'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0679'
 FP0679'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SPRINGS RM 2 1982---SET IN
 FP0679'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0679'
 FP0679'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH
 FP0679'FOR 0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.
 FP0679'TRAVEL SOUTH ALONG US 666 FOR 6.25 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0801 ***********************************************************************
 DT0801  DESIGNATION -  SPRINGS
 DT0801  PID         -  DT0801
 DT0801  STATE/COUNTY-  AZ/GRAHAM
 DT0801  USGS QUAD   -  FORT THOMAS (1989)
 DT0801
 DT0801                         *CURRENT SURVEY CONTROL
 DT0801  ___________________________________________________________________
 DT0801* NAD 83(1992)-  33 02 45.95568(N)    109 56 56.05651(W)     ADJUSTED  
 DT0801* NAVD 88     -       856.9    (meters)    2811.     (feet)  VERTCON   
 DT0801  ___________________________________________________________________
 DT0801  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DT0801  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DT0801  HORZ ORDER  -  SECOND
 DT0801
 DT0801.The horizontal coordinates were established by classical geodetic methods
 DT0801.and adjusted by the National Geodetic Survey in August 1993.
 DT0801
 DT0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0801
 DT0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0801
 DT0801.The geoid height was determined by GEOID03.
 DT0801
 DT0801;                    North         East     Units Scale Factor Converg.
 DT0801;SPC AZ E     -   226,884.688   233,697.963   MT  0.99990510   +0 07 07.5
 DT0801;SPC AZ E     -   744,372.34    766,725.60   iFT  0.99990510   +0 07 07.5
 DT0801;UTM  12      - 3,656,888.402   598,140.110   MT  0.99971875   +0 34 23.6
 DT0801
 DT0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0801!SPC AZ E     -   0.99986971  x   0.99990510  =   0.99977482
 DT0801!UTM  12      -   0.99986971  x   0.99971875  =   0.99958849
 DT0801
 DT0801|---------------------------------------------------------------------|
 DT0801| PID    Reference Object                     Distance      Geod. Az  |
 DT0801|                                                           dddmmss.s |
 DT0801| CS6069 SPRINGS RM 2                          9.918 METERS 01100     |
 DT0801| CS6068 SPRINGS RM 1                         12.185 METERS 10848     |
 DT0801|---------------------------------------------------------------------|
 DT0801
 DT0801                          SUPERSEDED SURVEY CONTROL
 DT0801
 DT0801  NAD 83(1986)-  33 02 45.95129(N)    109 56 56.05693(W) AD(       ) 2
 DT0801  NGVD 29 (06/21/91)  856.4    (m)         2810.     (f) VERT ANG    3  
 DT0801
 DT0801.Superseded values are not recommended for survey control.
 DT0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0801.See file dsdata.txt to determine how the superseded data were derived.
 DT0801
 DT0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9814056888(NAD 83)
 DT0801_MARKER: DS = TRIANGULATION STATION DISK
 DT0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0801+STABILITY: SURFACE MOTION
 DT0801
 DT0801  HISTORY     - Date     Condition        Report By
 DT0801  HISTORY     - 1985     MONUMENTED       AZDT
 DT0801
 DT0801                          STATION DESCRIPTION
 DT0801
 DT0801'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DT0801'THE STATION IS LOCATED 1-1/2 MILES NORTH OF FORT THOMAS AND ABOUT 1
 DT0801'MILE NORTH OF A BEND IN U.S. HIGHWAY 70.
 DT0801'
 DT0801'THE STATION MARK IS AN AZDT DISK STAMPED---SPRINGS 1985---.  IT IS SET
 DT0801'IN TOP OF A 10 INCH CONCRETE MONUMENT 10 FEET SOUTHEAST OF THE WITNESS
 DT0801'POST AND ABOUT 90 FEET HIGHER THAN THE ROAD.
 DT0801'
 DT0801'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SPRINGS RM 1 1985---.  IT
 DT0801'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DT0801'
 DT0801'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SPRINGS RM 2 1985---.  IT
 DT0801'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DT0801'
 DT0801'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL NORTHWEST
 DT0801'ALONG U.S. HIGHWAY 70 FOR 13.3 MILES TO A DIRT ROAD ON THE RIGHT ON
 DT0801'THE EAST SIDE OF THE MELVIN JONES MEMORIAL IN FORT THOMAS.  TURN RIGHT
 DT0801'AND TRAVEL NORTH FOR 1.25 MILES TO A FORK JUST AFTER CROSSING A CATTLE
 DT0801'GUARD.  TAKE THE RIGHT FORK AND TRAVEL SOUTHEAST FOR 0.6 MILE TO A
 DT0801'CATTLE GUARD, CONTINUE SOUTHEAST FOR 0.65 MILE TO THE END OF TRUCK
 DT0801'TRAVEL ON TOP OF A SMALL RISE WHICH IS 0.1 MILE BEFORE REACHING THE
 DT0801'THIRD CATTLE GUARD.  PACK NORTHEAST UP THE RIDGE TO THE TOP AND THE
 DT0801'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0941 ***********************************************************************
 ET0941  DESIGNATION -  SPRUCE MOUNTAIN
 ET0941  PID         -  ET0941
 ET0941  STATE/COUNTY-  AZ/YAVAPAI
 ET0941  USGS QUAD   -  GROOM CREEK (1974)
 ET0941
 ET0941                         *CURRENT SURVEY CONTROL
 ET0941  ___________________________________________________________________
 ET0941* NAD 83(1992)-  34 27 47.21313(N)    112 24 13.56627(W)     ADJUSTED  
 ET0941* NAVD 88     -      2409.     (meters)    7904.     (feet)  SCALED    
 ET0941  ___________________________________________________________________
 ET0941  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 ET0941  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ET0941  HORZ ORDER  -  THIRD
 ET0941
 ET0941.The horizontal coordinates were established by classical geodetic methods
 ET0941.and adjusted by the National Geodetic Survey in August 1993.
 ET0941
 ET0941.The orthometric height was scaled from a topographic map.
 ET0941
 ET0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0941
 ET0941.The geoid height was determined by GEOID03.
 ET0941
 ET0941;                    North         East     Units Scale Factor Converg.
 ET0941;SPC AZ C     -   384,128.093   168,609.171   MT  0.99992468   -0 16 32.3
 ET0941;SPC AZ C     - 1,260,262.77    553,179.69   iFT  0.99992468   -0 16 32.3
 ET0941;UTM  12      - 3,814,401.037   371,068.095   MT  0.99980490   -0 47 40.1
 ET0941
 ET0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0941!SPC AZ C     -   0.99962613  x   0.99992468  =   0.99955083
 ET0941!UTM  12      -   0.99962613  x   0.99980490  =   0.99943110
 ET0941
 ET0941                          SUPERSEDED SURVEY CONTROL
 ET0941
 ET0941  NAD 83(1986)-  34 27 47.20786(N)    112 24 13.56579(W) AD(       ) 3
 ET0941  NAD 27      -  34 27 47.13661(N)    112 24 10.97545(W) AD(       ) 3
 ET0941
 ET0941.Superseded values are not recommended for survey control.
 ET0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0941.See file dsdata.txt to determine how the superseded data were derived.
 ET0941
 ET0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7106814401(NAD 83)
 ET0941_MARKER: DD = SURVEY DISK
 ET0941_SETTING: 0 = UNSPECIFIED SETTING
 ET0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0941+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2007
 ET0941
 ET0941  HISTORY     - Date     Condition        Report By
 ET0941  HISTORY     - 1935     MONUMENTED       USFS
 ET0941  HISTORY     - 1958     GOOD             CGS
 ET0941  HISTORY     - 1960     GOOD             CGS
 ET0941  HISTORY     - 20070528 GOOD             GEOCAC
 ET0941
 ET0941                          STATION DESCRIPTION
 ET0941
 ET0941'DESCRIBED BY US FOREST SERVICE 1935
 ET0941'STATION IS CENTER OF LOOKOUT TOWER ON HIGH, TIMBERED PEAK,
 ET0941'ON SAME RIDGE BUT 4 MILES N OF MOUNTAIN UNION LOOKOUT TOWER.
 ET0941'APPROXIMATELY 6 MILES (AIR LINE) SOUTHEASTERLY FROM PRESCOTT.
 ET0941'
 ET0941'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN LEDGE ROCK,
 ET0941'STAMPED SPRUCE MOUNTAIN 1935.
 ET0941'
 ET0941'TO REACH STATION FROM PRESCOTT, TAKE THE SENATOR HIGHWAY
 ET0941'SOUTHERLY, APPROXIMATELY 6 MILES TO JUNCTION WITH ROAD TO
 ET0941'NATIONAL GOLD MINE.  THENCE TAKE THE LATTER ROAD APPROXIMATELY
 ET0941'6 MILES TO SPRUCE MOUNTAIN LOOKOUT.
 ET0941'
 ET0941'SIGNAL--CENTER OF U.S.F.S. LOOKOUT TOWER.
 ET0941
 ET0941                          STATION RECOVERY (1958)
 ET0941
 ET0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 ET0941'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE ORIGINAL
 ET0941'DESCRIPTION IS ADEQUATE.
 ET0941
 ET0941                          STATION RECOVERY (1960)
 ET0941
 ET0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 ET0941'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ET0941
 ET0941                          STATION RECOVERY (2007)
 ET0941
 ET0941'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0875 ***********************************************************************
 FR0875  DESIGNATION -  SPUR
 FR0875  PID         -  FR0875
 FR0875  STATE/COUNTY-  AZ/YAVAPAI
 FR0875  USGS QUAD   -  MEATH SPRING (1979)
 FR0875
 FR0875                         *CURRENT SURVEY CONTROL
 FR0875  ___________________________________________________________________
 FR0875* NAD 83(1992)-  35 04 39.86005(N)    112 25 00.73666(W)     ADJUSTED  
 FR0875* NAVD 88     -      1566.2    (meters)    5138.     (feet)  VERTCON   
 FR0875  ___________________________________________________________________
 FR0875  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 FR0875  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FR0875  HORZ ORDER  -  SECOND
 FR0875
 FR0875.The horizontal coordinates were established by classical geodetic methods
 FR0875.and adjusted by the National Geodetic Survey in August 1993.
 FR0875
 FR0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0875
 FR0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0875
 FR0875.The geoid height was determined by GEOID03.
 FR0875
 FR0875;                    North         East     Units Scale Factor Converg.
 FR0875;SPC AZ C     -   452,312.238   167,744.827   MT  0.99992564   -0 17 14.9
 FR0875;SPC AZ C     - 1,483,964.04    550,343.92   iFT  0.99992564   -0 17 14.9
 FR0875;UTM  12      - 3,882,582.056   370,826.041   MT  0.99980564   -0 48 51.7
 FR0875
 FR0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0875!SPC AZ C     -   0.99975818  x   0.99992564  =   0.99968383
 FR0875!UTM  12      -   0.99975818  x   0.99980564  =   0.99956386
 FR0875
 FR0875:                Primary Azimuth Mark                     Grid Az
 FR0875:SPC AZ C     -  ROCK                                     178 14 25.5
 FR0875:UTM  12      -  ROCK                                     178 46 02.3
 FR0875
 FR0875|---------------------------------------------------------------------|
 FR0875| PID    Reference Object                     Distance      Geod. Az  |
 FR0875|                                                           dddmmss.s |
 FR0875| FR0874 ROCK                                APPROX. 6.4 KM 1775710.6 |
 FR0875| CH3418 SPUR RM 1                             7.079 METERS 18452     |
 FR0875| CH3419 SPUR RM 2                             5.944 METERS 29500     |
 FR0875|---------------------------------------------------------------------|
 FR0875
 FR0875                          SUPERSEDED SURVEY CONTROL
 FR0875
 FR0875  NAD 83(1986)-  35 04 39.85846(N)    112 25 00.73421(W) AD(       ) 2
 FR0875  NAD 27      -  35 04 39.80076(N)    112 24 58.11314(W) AD(       ) 2
 FR0875  NGVD 29 (07/19/86) 1565.3    (m)         5135.     (f) VERT ANG    3  
 FR0875
 FR0875.Superseded values are not recommended for survey control.
 FR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0875.See file dsdata.txt to determine how the superseded data were derived.
 FR0875
 FR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7082682582(NAD 83)
 FR0875_MARKER: DD = SURVEY DISK
 FR0875_SETTING: 66 = SET IN ROCK OUTCROP
 FR0875
 FR0875  HISTORY     - Date     Condition        Report By
 FR0875  HISTORY     - 1974     MONUMENTED       USGS
 FR0875  HISTORY     - 1980     GOOD             AZDT
 FR0875
 FR0875                          STATION DESCRIPTION
 FR0875
 FR0875'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0875'RM 1 TO RM 2 NOT MEASURED.
 FR0875'
 FR0875'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 FR0875'
 FR0875'LOCATED ABOUT 37 MI N. OF PRESCOTT. ABOUT 10.5 MI SE. OF ASHFORK,
 FR0875'ABOUT 0.5 MI W. OF U. S. HWY. 89, 0.5 MI W. OF A CURVE OF THE
 FR0875'A. T. AND S. F. RR., ON A PROMINENT TOP COVERED WITH TREES.
 FR0875'
 FR0875'TO REACH FROM THE JCT. OF U. S. HWY. 66 AND 89, W. OF ASHFORK,
 FR0875'PROCEED S. ALONG U. S. HWY. 89 FOR 8.7 MI TO T-RD. W., JUST S. OF A
 FR0875'BEND IN THE HWY. AND 0.7 MI S. OF MILEPOST 356 ALONG THE HWY. TURN
 FR0875'RIGHT ALONG DIRT RD. FOR ABOUT 0.3 MI TO RR. X-ING. CROSS THE
 FR0875'TRACKS AND PROCEED S. ALONG A DIM RD. (JUST W. OF THE WESTERN
 FR0875'RIGHT-OF-WAY FENCE) FOR ABOUT 1.5 MI TO GATE NEAR THE RR. TRACKS.
 FR0875'CROSSING THE GATE, PROCEED ACROSS COUNTRY FOR ABOUT 0.8 MI TO
 FR0875'HIGHEST POINT AND STATION.
 FR0875'
 FR0875'STATION MARK--A STANDARD ALUMINUM USGS TABLET STAMPED SPUR 1974
 FR0875'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0875'
 FR0875'RM NO. 1--A STANDARD USGS BRONZE TABLET STAMPED SPUR NO 1 1974
 FR0875'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0875'
 FR0875'RM NO. 2--A STANDARD USGS BRONZE TABLET STAMPED SPUR NO 2 1974
 FR0875'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 FR0875
 FR0875                          STATION RECOVERY (1980)
 FR0875
 FR0875'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0875'THE STATION MARK AND REFERENCE MARKS 1 AND WERE RECOVERED AS DESCRIBED
 FR0875'AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 FR0875'
 FR0875'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 FR0875'US HIGHWAY 89 FOR 18.3 MILES TO A SIDE ON THE LEFT AT MILEPOST 355.3.
 FR0875'TURN LEFT PASSING THROUGH A GATE AND TRAVEL 0.25 MILE TO A RR CROSSING
 FR0875'CROSS OVER TRACKS AND PASS THROUGH A GATE FOR ABOUT 25 FEET.   TURN
 FR0875'LEFT AND TRAVEL SOUTH FOR 1.5 MILE TO A FENCE AND A GATE, PASS THROUGH
 FR0875'GATE AND TRAVEL 0.8 MILE, THEN PICK WAY UP SLOPE TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2129 ***********************************************************************
 DV2129  DESIGNATION -  SPUR
 DV2129  PID         -  DV2129
 DV2129  STATE/COUNTY-  AZ/MARICOPA
 DV2129  USGS QUAD   -  AVONDALE SE (1978)
 DV2129
 DV2129                         *CURRENT SURVEY CONTROL
 DV2129  ___________________________________________________________________
 DV2129* NAD 83(1992)-  33 17 17.92245(N)    112 20 02.56115(W)     ADJUSTED  
 DV2129* NAVD 88     -       906.     (meters)    2972.     (feet)  SCALED    
 DV2129  ___________________________________________________________________
 DV2129  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 DV2129  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DV2129  HORZ ORDER  -  SECOND
 DV2129
 DV2129.The horizontal coordinates were established by classical geodetic methods
 DV2129.and adjusted by the National Geodetic Survey in August 1993.
 DV2129
 DV2129.The orthometric height was scaled from a topographic map.
 DV2129
 DV2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2129
 DV2129.The geoid height was determined by GEOID03.
 DV2129
 DV2129;                    North         East     Units Scale Factor Converg.
 DV2129;SPC AZ C     -   253,801.862   174,485.780   MT  0.99991863   -0 13 44.7
 DV2129;SPC AZ C     -   832,683.27    572,459.91   iFT  0.99991863   -0 13 44.7
 DV2129;UTM  12      - 3,684,043.750   375,781.493   MT  0.99979024   -0 43 56.2
 DV2129
 DV2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2129!SPC AZ C     -   0.99986258  x   0.99991863  =   0.99978122
 DV2129!UTM  12      -   0.99986258  x   0.99979024  =   0.99965285
 DV2129
 DV2129|---------------------------------------------------------------------|
 DV2129| PID    Reference Object                     Distance      Geod. Az  |
 DV2129|                                                           dddmmss.s |
 DV2129| CH5472 SPUR RM 1                             5.595 METERS 05754     |
 DV2129| CH5473 SPUR RM 2                             6.588 METERS 12349     |
 DV2129| CH5471 SPUR AZ MK                                         1774109.1 |
 DV2129|---------------------------------------------------------------------|
 DV2129
 DV2129                          SUPERSEDED SURVEY CONTROL
 DV2129
 DV2129  NAD 83(1986)-  33 17 17.91499(N)    112 20 02.56374(W) AD(       ) 2
 DV2129  NAD 27      -  33 17 17.75506(N)    112 20 00.00399(W) AD(       ) 2
 DV2129
 DV2129.Superseded values are not recommended for survey control.
 DV2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2129.See file dsdata.txt to determine how the superseded data were derived.
 DV2129
 DV2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7578184044(NAD 83)
 DV2129_MARKER: DS = TRIANGULATION STATION DISK
 DV2129_SETTING: 66 = SET IN ROCK OUTCROP
 DV2129
 DV2129  HISTORY     - Date     Condition        Report By
 DV2129  HISTORY     - 1936     MONUMENTED       CGS
 DV2129
 DV2129                          STATION DESCRIPTION
 DV2129
 DV2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2129'ABOUT 4-1/2 MILES EAST AND 2-1/2 MILES NORTH OF RAINBOW VALLEY
 DV2129'GROCERY STORE, IN SEC. 2, T. 2 S., R. 1 W., ON THE MIDDLE ONE OF
 DV2129'THREE PEAKS ON A SPUR EXTENDING WEST FROM THE SIERRA ESTRELLA
 DV2129'MOUNTAINS.  THIS PEAK APPEARS TO BE VERY SHARP AND STEEP FROM
 DV2129'THE NORTHWEST OR THE SOUTHEAST.  MARKED BY A STANDARD BRONZE
 DV2129'DISK.  REFERENCE MARK NO. 1, A STANDARD
 DV2129'BRONZE REFERENCE DISK, IS 5.595 METERS (18.36 FEET)
 DV2129'FROM STATION N 57 DEG 54 MIN E.  REFERENCE MARK NO. 2,
 DV2129'A STANDARD BRONZE REFERENCE DISK, IS 6.588 METERS
 DV2129'(21.61 FEET) FROM STATION S 56 DEG 11 MIN E.  THE
 DV2129'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ON THE
 DV2129'SOUTHWEST SIDE OF THE CANYON AND FLATS WHERE THE CANYON
 DV2129'EMERGES INTO THE FLATS, ON A SMALL ROCKY KNOLL AT THE END
 DV2129'OF A RIDGE AND 1 MILE FROM STATION S 02 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2209 ***********************************************************************
 DV2209  DESIGNATION -  SPUR
 DV2209  PID         -  DV2209
 DV2209  STATE/COUNTY-  AZ/MARICOPA
 DV2209  USGS QUAD   -  VULTURE PEAK (1990)
 DV2209
 DV2209                         *CURRENT SURVEY CONTROL
 DV2209  ___________________________________________________________________
 DV2209* NAD 83(1992)-  33 55 18.45353(N)    112 49 53.18287(W)     ADJUSTED  
 DV2209* NAVD 88     -       927.4    (meters)    3043.     (feet)  VERTCON   
 DV2209  ___________________________________________________________________
 DV2209  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DV2209  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV2209  HORZ ORDER  -  FIRST
 DV2209
 DV2209.The horizontal coordinates were established by classical geodetic methods
 DV2209.and adjusted by the National Geodetic Survey in August 1993.
 DV2209
 DV2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2209
 DV2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2209
 DV2209.The geoid height was determined by GEOID03.
 DV2209
 DV2209;                    North         East     Units Scale Factor Converg.
 DV2209;SPC AZ C     -   324,356.651   128,778.612   MT  0.99998816   -0 30 37.9
 DV2209;SPC AZ C     - 1,064,162.24    422,502.01   iFT  0.99998816   -0 30 37.9
 DV2209;UTM  12      - 3,754,994.828   330,704.714   MT  0.99995333   -1 01 20.3
 DV2209
 DV2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2209!SPC AZ C     -   0.99985908  x   0.99998816  =   0.99984724
 DV2209!UTM  12      -   0.99985908  x   0.99995333  =   0.99981242
 DV2209
 DV2209:                Primary Azimuth Mark                     Grid Az
 DV2209:SPC AZ C     -  SPUR AZ MK                               029 07 19.4
 DV2209:UTM  12      -  SPUR AZ MK                               029 38 01.8
 DV2209
 DV2209|---------------------------------------------------------------------|
 DV2209| PID    Reference Object                     Distance      Geod. Az  |
 DV2209|                                                           dddmmss.s |
 DV2209| CH5466 SPUR AZ MK                                         0283641.5 |
 DV2209| DV2183 WICKENBURG CHURCH BELFRY            APPROX.10.8 KM 0604759.7 |
 DV2209| CH5468 SPUR RM 2                             5.328 METERS 08837     |
 DV2209| CH5469 SPUR RM 3                             6.498 METERS 10426     |
 DV2209| CH5470 SPUR RM 4                             6.548 METERS 20334     |
 DV2209| CH5467 SPUR RM 1                             2.480 METERS 35006     |
 DV2209|---------------------------------------------------------------------|
 DV2209
 DV2209                          SUPERSEDED SURVEY CONTROL
 DV2209
 DV2209  NAD 83(1986)-  33 55 18.45118(N)    112 49 53.18465(W) AD(       ) 1
 DV2209  NAD 27      -  33 55 18.34000(N)    112 49 50.54400(W) AD(       ) 1
 DV2209  NGVD 29 (07/19/86)  926.7    (m)         3040.     (f) VERT ANG    3  
 DV2209
 DV2209.Superseded values are not recommended for survey control.
 DV2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2209.See file dsdata.txt to determine how the superseded data were derived.
 DV2209
 DV2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3070554995(NAD 83)
 DV2209_MARKER: DS = TRIANGULATION STATION DISK
 DV2209_SETTING: 66 = SET IN ROCK OUTCROP
 DV2209_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2209+STABILITY: POSITION/ELEVATION WELL
 DV2209
 DV2209  HISTORY     - Date     Condition        Report By
 DV2209  HISTORY     - 1924     MONUMENTED       CGS
 DV2209  HISTORY     - 1948     GOOD             CGS
 DV2209  HISTORY     - 1967     GOOD             AMS
 DV2209  HISTORY     - 1975     GOOD             USE
 DV2209  HISTORY     - 1980     GOOD             AZDT
 DV2209  HISTORY     - 1985     GOOD             AZDT
 DV2209
 DV2209                          STATION DESCRIPTION
 DV2209
 DV2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2209'ABOUT 6 MILES WEST AND 3 MILES SOUTH OF WICKENBURG, ON A
 DV2209'SPUR OR LONG SLOPING RIDGE EXTENDING NORTHWARD FROM A HIGH
 DV2209'DARK-COLORED POINTED HILL.  STATION IS IN NORTHEAST QUARTER OF
 DV2209'SEC. 25. T. 7 N., R. 6 W.  TO REACH FROM THE WICKENBURG-AGUILA
 DV2209'ROAD, TAKE OLD DIM ROAD LEADING SOUTH, ABOUT 7 MILES WEST
 DV2209'OF WICKENBURG.  FOLLOW OLD ROAD ABOUT 1 MILE, HEAD UP DRAW
 DV2209'TO SOUTH THREE-FOURTHS MILE AND CLIMB RIDGE TO EAST.  MARKED
 DV2209'BY A STANDARD BRONZE DISK.  REFERENCE
 DV2209'MARK NO. 1, A CROSS CUT IN ROCK, IS 5.325 METERS (17.47 FEET)
 DV2209'FROM STATION.  REFERENCE MARK NO.
 DV2209'2, A CROSS CUT IN ROCK, IS 2.485 METERS (8.15 FEET) FROM
 DV2209'STATION.
 DV2209
 DV2209                          STATION RECOVERY (1948)
 DV2209
 DV2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2209'THE STATION WAS RECOVERED, FOUND AS DESCRIBED AND IN GOOD
 DV2209'CONDITION.  AN AZIMUTH AND TWO REFERENCE MARKS WERE ESTABLISHED.
 DV2209'
 DV2209'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE SOUTHWEST OF
 DV2209'WICKENBURG ON A FLAT AREA OF A PROMINENT RIDGE, 250 YARDS
 DV2209'NORTHWEST OF THE NORTHERN AND LOWEST OF TWO PEAKS.  THE STATION
 DV2209'MARK IS A BRONZE DISK.  IT PROJECTS
 DV2209'6 INCHES AND IS STAMPED, SPUR 1924.
 DV2209'
 DV2209'REFERENCE MARK NO. 1 IS A CROSS CHISELED IN THE TOP OF A BOULDER
 DV2209'THAT PROJECTS 30 INCHES, IS 1 FOOT HIGHER THAN THE STATION
 DV2209'MARK.
 DV2209'
 DV2209'REFERENCE MARK NO. 2 IS A CROSS CHISELED IN THE TOP OF A BOULDER
 DV2209'THAT PROJECTS 18 INCHES AND IS 1 FOOT HIGHER THAN THE STATION
 DV2209'MARK.
 DV2209'
 DV2209'REFERENCE MARK NO. 3 IS A BRONZE DISK,
 DV2209'PROJECTS 6 INCHES, IS 6 INCHES LOWER THAN THE STATION MARK AND
 DV2209'IS STAMPED, SPUR NO 3 1948.
 DV2209'
 DV2209'REFERENCE MARK NO. 4 IS A BRONZE DISK,
 DV2209'PROJECTS 24 INCHES, IS 1 FOOT LOWER THAN THE STATION MARK
 DV2209'AND IS STAMPED, SPUR NO 4 1948.
 DV2209'
 DV2209'THE AZIMUTH MARK IS A BRONZE DISK,
 DV2209'PROJECTS 1 FOOT, IS SET ON THE NORTHEAST BANK OF A WIDE WASH,
 DV2209'6 FEET SOUTH OF A CAIRN.  IT IS STAMPED, SPUR 1948.
 DV2209'
 DV2209'TO REACH THE STATION FROM WICKENBURG.  GO WEST ON U.S. HIGHWAY
 DV2209'60 AND 70, 6.3 MILES TO A ROAD LEFT.  TURN LEFT OFF HIGHWAY,
 DV2209'GO 200 FEET TO A GATE.  PASS THROUGH GATE GO 100 FEET TO A T
 DV2209'INTERSECTION.  TURN RIGHT, GO 0.05 MILE TO A ROAD LEFT.  TURN
 DV2209'LEFT, FOLLOW MAIN ROAD SOUTHERLY 1.5 MILE.  THE AZIMUTH MARK
 DV2209'IS 90 YARDS NORTH OF THIS POINT.  CONTINUE ON ROAD 0.3 MILE TO
 DV2209'END OF TRUCK TRAVEL.  FROM HERE WALK WESTERLY UP RIDGE TO
 DV2209'STATION.  A 20 MINUTE PACK.
 DV2209'
 DV2209'THE SLIGHT DIFFERENCE BETWEEN DISTANCES MEASURED TO REFERENCE
 DV2209'NO. 1 AND REFERENCE MARK NO. 2 IN 1924 AND 1948 ARE DUE TO
 DV2209'THE INDEFINITE INTERSECTIONS OF CHISELED CROSSES.
 DV2209
 DV2209                          STATION RECOVERY (1967)
 DV2209
 DV2209'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV2209'THE STATION MARK, R.M.S NO. 1, 2, 3, AND 4, ALSO AZIMUTH MARK
 DV2209'WERE RECOVERED AS DESCRIBED.  DIRECTIONS WERE NOT TURNED TO
 DV2209'R.M.S NO.S 1 AND 2.  REVISED DESCRIPTION FOLLOWS.  TO REACH THE
 DV2209'STATION FROM WICKENBURG.  GO WEST ON U.S. HIGHWAY 60 AND 70
 DV2209'FOR 4.05 MILES TO A T ROAD SOUTH.  TURN LEFT AND GO SOUTH FOR
 DV2209'0.3 MILES TO THE OLD HIGHWAY.  TURN RIGHT AND GO WEST FOR
 DV2209'0.5 MILES TO A GATE.  CONTINUE WESTERLY FOR 1.65 MILES TO
 DV2209'A T ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.1 MILES TO A
 DV2209'T ROAD, TURN LEFT.  FOLLOW MAIN ROAD SOUTHERLY 1.5 MILES.
 DV2209'THE AZIMUTH MARK IS 90 YARDS NORTH OF THIS POINT.  CONTINUE
 DV2209'ON ROAD 0.3 MILE TO END OF TRUCK TRAVEL.  FROM HERE WALK
 DV2209'WESTERLY UP RIDGE TO STATION.  A 20 MINUTE PACK.
 DV2209'
 DV2209'CHECK DISTANCES TO R.M.S NO. 3 AND 4.
 DV2209'
 DV2209'R.M. NO. 3 PUB. DIST. 6.501 M. CHECK 6.50 M.
 DV2209'
 DV2209'R.M. NO. 4 PUB. DIST. 6.553 M. CHECK 6.55 M.
 DV2209
 DV2209                          STATION RECOVERY (1975)
 DV2209
 DV2209'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 DV2209'SPUR 1924 - GOOD.
 DV2209
 DV2209                          STATION RECOVERY (1980)
 DV2209
 DV2209'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2209'THE STATION MARK ALL 4 REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 DV2209'AS DESCRIBED IN GOOD CONDITION.  A NEW ROUTE TO STATION FOLLOWS.
 DV2209'
 DV2209'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60 AND 93 IN
 DV2209'WICKENBURG, TRAVEL WEST ALONG US 60 FOR 4.1 MILES TO A ROAD ON THE
 DV2209'LEFT LEADING TO THE FLYING E RANCH.  TURN LEFT FOR 0.3 MILE TO A CROSS
 DV2209'ROAD.  TURN RIGHT ALONG THE OLD HIGHWAY FOR 0.5 MILE TO A GATE, PASS
 DV2209'THROUGH THE GATE AND CONTINUE 1.8 MILES TO A GRAVELED ROAD ON THE LEFT
 DV2209'LEADING DOWNHILL AND CURVES SHARPLY TO THE RIGHT FOR 0.1 MILE TO A
 DV2209'FORK.  TAKE THE LEFT FORK FOR 1.45 MILES TO A FORK.  THE AZIMUTH MARK
 DV2209'IS ABOUT 300 FEET NORTH OF THIS POINT.  TAKE THE RIGHT FORK FOR ABOUT
 DV2209'200 FEED THEN TURN SHARP RIGHT A CROSS COUNTRY AND END OF TRUCK TRAVEL
 DV2209'PACK WEST ONTO SADDLE THEN LEFT UP THE RIDGE TO THE STATION.
 DV2209
 DV2209                          STATION RECOVERY (1985)
 DV2209
 DV2209'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2209'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED.  DUE TO THE NEARNESS
 DV2209'OF RM 1 NO DIRECTION TO THE MARK WAS DETERMINED.
 DV2209'
 DV2209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 93 IN
 DV2209'WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 4.1 MILES TO A ROAD ON THE
 DV2209'LEFT LEADING TO THE FLYING E RANCH.  TURN LEFT FOR 0.3 MILE TO A CROSS
 DV2209'ROAD.  TURN RIGHT ALONG OLD HIGHWAY FOR 0.5 MILE TO A GATE.  PASS
 DV2209'THROUGH GATE AND CONTINUE 1.8 MILES TO A GRAVEL ROAD ON THE LEFT.
 DV2209'TRAVEL DOWNHILL ON ROAD WHICH CURVES TO THE RIGHT FOR 0.1 MILE TO A
 DV2209'FORK.  TAKE THE LEFT FORK 1.45 MILES TO A FORK.  THE AZ1MUTH MARK IS
 DV2209'300 FEET NORTH OF THIS FORK.  TAKE THE RIGHT FORK 200 FEET THE TURN
 DV2209'SHARP RIGHT ACROSS COUNTRY TO END OF TRUCK TRAVEL.  PACK WEST TO THE
 DV2209'SADDLE, THEN LEFT UP RIDGE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1211 ***********************************************************************
 CY1211  DESIGNATION -  SQUARE
 CY1211  PID         -  CY1211
 CY1211  STATE/COUNTY-  AZ/COCHISE
 CY1211  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 CY1211
 CY1211                         *CURRENT SURVEY CONTROL
 CY1211  ___________________________________________________________________
 CY1211* NAD 83(1992)-  32 18 18.74503(N)    109 58 43.04552(W)     ADJUSTED  
 CY1211* NAVD 88     -      1736.3    (meters)    5697.     (feet)  VERTCON   
 CY1211  ___________________________________________________________________
 CY1211  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CY1211  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY1211  HORZ ORDER  -  FIRST
 CY1211
 CY1211.The horizontal coordinates were established by classical geodetic methods
 CY1211.and adjusted by the National Geodetic Survey in August 1993.
 CY1211
 CY1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1211
 CY1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1211
 CY1211.The geoid height was determined by GEOID03.
 CY1211
 CY1211;                    North         East     Units Scale Factor Converg.
 CY1211;SPC AZ E     -   144,723.410   231,067.896   MT  0.99990387   +0 06 01.8
 CY1211;SPC AZ E     -   474,814.34    758,096.77   iFT  0.99990387   +0 06 01.8
 CY1211;UTM  12      - 3,574,724.462   596,155.702   MT  0.99971402   +0 32 45.2
 CY1211
 CY1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1211!SPC AZ E     -   0.99973171  x   0.99990387  =   0.99963561
 CY1211!UTM  12      -   0.99973171  x   0.99971402  =   0.99944581
 CY1211
 CY1211|---------------------------------------------------------------------|
 CY1211| PID    Reference Object                     Distance      Geod. Az  |
 CY1211|                                                           dddmmss.s |
 CY1211| CY1212 SQUARE CAIRN                         27.125 METERS 10322     |
 CY1211| CC8292 SQUARE RM 1                           8.570 METERS 11138     |
 CY1211| CC8291 SQUARE AZ MK                                       2202755.2 |
 CY1211| CC8293 SQUARE RM 2                           6.498 METERS 23233     |
 CY1211|---------------------------------------------------------------------|
 CY1211
 CY1211                          SUPERSEDED SURVEY CONTROL
 CY1211
 CY1211  NAD 83(1986)-  32 18 18.73942(N)    109 58 43.04349(W) AD(       ) 1
 CY1211  NAD 27      -  32 18 18.48100(N)    109 58 40.78600(W) AD(       ) 1
 CY1211  NGVD 29 (07/19/86) 1735.5    (m)         5694.     (f) VERT ANG    3  
 CY1211
 CY1211.Superseded values are not recommended for survey control.
 CY1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1211.See file dsdata.txt to determine how the superseded data were derived.
 CY1211
 CY1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9615674724(NAD 83)
 CY1211_MARKER: DB = BENCH MARK DISK
 CY1211_SETTING: 66 = SET IN ROCK OUTCROP
 CY1211_SP_SET: PARTIALLY EXPOSED BEDROCK
 CY1211
 CY1211  HISTORY     - Date     Condition        Report By
 CY1211  HISTORY     - 1945     MONUMENTED       USGS
 CY1211  HISTORY     - 1946     GOOD             CGS
 CY1211  HISTORY     - 1972     GOOD             AZHD
 CY1211
 CY1211                          STATION DESCRIPTION
 CY1211
 CY1211'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY1211'THE STATION IS 9-1/2 MILES, AIRLINE, WNW OF WILLCOX, AND
 CY1211'13-1/2 MILES, AIRLINE, N OF COCHISE.  THE STATION IS IN THE
 CY1211'WINCHESTER MOUNTAIN RANGE ON THE PEAK KNOWN AS SQUARE MOUNTAIN.
 CY1211'
 CY1211'TO REACH FROM THE VALLEY NATIONAL BANK IN WILLCOX, GO SW ON
 CY1211'STATE HIGHWAY 86 FOR 0.1 MILE TO THE TEXACO STATION AND
 CY1211'CROSSROAD.  HERE TURN RIGHT AND GO 0.3 MILE ON GRADED ROAD
 CY1211'TO A T-INTERSECTION.  HERE JOG LEFT FOR 50 YARDS AND CONTINUE
 CY1211'0.2 MILE TO A T-INTERSECTION.  HERE JOG RIGHT 50 YARDS AND
 CY1211'CONTINUE ON THE MACADAM ROAD 2.0 MILES TO A CROSSROAD.  HERE
 CY1211'TAKE THE RIGHT FORK, A GRADED ROAD CHANGING TO PAVEMENT, AND
 CY1211'GO 3.8 MILES TO A CROSSROAD WITH A HOUSE AND DIRT TANK ON THE
 CY1211'RIGHT.  HERE TAKE THE LEFT FORK, A GRADED ROAD, AND GO 2
 CY1211'MILES TO A FORK.  HERE TAKE THE LEFT FORK STRAIGHT AHEAD AND
 CY1211'GO 1.5 MILES TO WHERE THE ROAD TURNS RIGHT.  CONTINUE 0.2
 CY1211'MILE TO WHERE THE ROAD TURNS LEFT.  CONTINUE 0.4 MILE TO
 CY1211'A RANCHYARD AND FENCE.  HERE TURN RIGHT AND GO 150 YARDS TO A
 CY1211'WIRE GATE AT THE SW CORNER OF THE RANCH HOUSE YARD.  HERE
 CY1211'TURN LEFT THROUGH THE GATE AND GO 0.7 MILE TO A WIRE GATE.
 CY1211'CONTINUE THROUGH THIS AND GO 0.3 MILE TO A DIRT TANK ON
 CY1211'THE LEFT AND A WELL TRAVELED CROSSROAD.  CONTINUE
 CY1211'STRAIGHT AHEAD ON A DIM TRACK ROAD FOR 0.9 MILE TO THE END
 CY1211'OF TRUCK TRAVEL AT THE JUNCTION OF TWO SMALL DRY WASHES.
 CY1211'FROM HERE PACK W AROUND THE BASE OF A SMALL HILL FOR
 CY1211'ABOUT 0.15 MILE.  HERE TURN N UP THE STEEP SLOPE TO A
 CY1211'SADDLE KEEPING TO THE RIGHT OF A SHEER CLIFF.  FROM HERE TURN
 CY1211'W OR LEFT AND GO UP THE RIDGE TO THE HIGHEST POINT AND THE
 CY1211'STATION.
 CY1211'
 CY1211'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 CY1211'5692, AND SET IN BEDROCK PROJECTING ABOUT 2-1/2 FEET ABOVE
 CY1211'THE SURROUNDING SURFACE.  THE STATION IS ON THE HIGHEST POINT
 CY1211'OF PEAK AND 89 FEET W OF A 5-FOOT CAIRN.
 CY1211'
 CY1211'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED SQUARE
 CY1211'USGS BM NO 1 1945, AND SET IN BEDROCK PROJECTING ABOUT 5 INCHES
 CY1211'ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET LOWER THAN
 CY1211'THE STATION.  THE MARK IS ESE OF THE STATION.
 CY1211'
 CY1211'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED SQUARE
 CY1211'USGS BM NO 2 1945, AND SET IN BEDROCK PROJECTING ABOUT 2-1/2
 CY1211'FEET ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 16 INCHES
 CY1211'LOWER THAN THE STATION.  THE MARK IS SW OF THE STATION.
 CY1211'
 CY1211'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED SQUARE
 CY1211'1945, AND SET IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 CY1211'THE MARK IS 2 FEET NE OF A 2-FOOT CAIRN AND 6 FEET NE OF THE
 CY1211'TOP OF THE HILL.  THE MARK IS 1/4 MILE SW OF THE STATION
 CY1211'ACROSS A SADDLE ON THE FIRST HILL WHICH IS ABOUT 50 FEET LOWER
 CY1211'THAN THE STATION.
 CY1211'
 CY1211'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CY1211
 CY1211                          STATION RECOVERY (1946)
 CY1211
 CY1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1211'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND TO
 CY1211'BE IN VERY GOOD CONDITION.
 CY1211'
 CY1211'THE STATION IS IN THE WINCHESTER MOUNTAIN RANGE, ON THE PEAK
 CY1211'LOCALLY KNOWN AS SQUARE MOUNTAIN.  IN APPROXIMATE AIRLINE
 CY1211'DISTANCES IT IS LOCATED 13-1/2 MILES N OF COCHISE AND 9-1/2 MILES
 CY1211'WNW OF WILLCOX.
 CY1211'
 CY1211'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1211'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO THE TEXACO STATION
 CY1211'ON THE RIGHT AND A CROSSROAD.  HERE TURN RIGHT AND GO 0.3
 CY1211'MILE ON GRADED ROAD TO A T-INTERSECTION.  HERE JOG LEFT FOR
 CY1211'50 YARDS AND CONTINUE 0.2 MILE TO ANOTHER T-INTERSECTION.
 CY1211'TURN RIGHT AND GO 1.0 MILE, THENCE TURN LEFT WITH THE MACADAM
 CY1211'ROAD AND GO 2.0 MILES TO A CROSSROAD.  TURN RIGHT HERE AND GO
 CY1211'3.0 MILES TO ANOTHER CROSSROAD WITH A HOUSE AND DIRT TANK ON
 CY1211'THE RIGHT.  HERE TAKE THE LEFT FORK, A GRADED ROAD, AND GO
 CY1211'2.0 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD ON THE LEFT
 CY1211'FORK, PASSING OVER A WOODEN CATTLE GUARD, GOING FOR 1.0
 CY1211'MILE TO ANOTHER FORK.  AGAIN KEEP STRAIGHT AHEAD ON THE
 CY1211'LEFT FORK AND GO 0.5 MILE TO WHERE THE ROAD TURNS RIGHT.
 CY1211'CONTINUE ON THE GRADED ROAD FOR 0.2 MILE TO WHERE THE
 CY1211'ROAD TURNS LEFT THROUGH TWO STONE OR ROCK PILLARS AND
 CY1211'OVER A METAL CATTLE GUARD.  TURN LEFT THROUGH PILLARS
 CY1211'AND OVER CATTLE GUARD, GOING FOR 0.35 MILE TO A GATE.  PASS
 CY1211'THROUGH THIS GATE AND GO 0.1 MILE TO ANOTHER FENCE.  HERE
 CY1211'TURN RIGHT AND GO 150 YARDS TO A WIRE GATE AT THE SW CORNER
 CY1211'OF THE RANCH HOUSE YARD.  TURN LEFT THROUGH THIS GATE
 CY1211'AND BEARING SLIGHTLY RIGHT, PASS THROUGH A SECOND GATE.  FROM
 CY1211'THIS SECOND GATE, BEAR SLIGHTLY LEFT UNTIL PICKING UP A
 CY1211'TRACK ROAD, THEN FOLLOW THE TRACK ROAD FOR 0.7 MILE TO A
 CY1211'WIRE GATE.  CONTINUE THROUGH THIS GATE AND GO 0.3 MILE TO A
 CY1211'DIRT TANK ON THE LEFT AND A WELL-TRAVELED CROSSROAD.
 CY1211'CONTINUE STRAIGHT AHEAD ON THE DIM TRACK ROAD FOR 0.9
 CY1211'MILE TO THE END OF TRUCK TRAVEL AT THE JUNCTION OF TWO
 CY1211'SMALL DRY WASHES.  DO NOT FOLLOW THE TRACK ROAD ACROSS
 CY1211'WASH AND FARTHER UP THE CANYON, FOR IT IS EASIER TO PACK
 CY1211'FROM HERE.  FROM THE END OF TRUCK TRAVEL PACK W AROUND THE
 CY1211'BASE OF A SMALL HILL FOR ABOUT 0.15 MILE.  HERE TURN N UP
 CY1211'THE STEEP SLOPE TO A SADDLE, KEEPING TO THE RIGHT OF A SHEER
 CY1211'CLIFF.  TURN W OR LEFT AT THE SADDLE AND GO UP THE RIDGE TO
 CY1211'THE HIGHEST POINT AND THE STATION.
 CY1211'
 CY1211'THE DESCRIPTIONS OF THE MARKS WERE ALL GOOD EXCEPT FOR THE
 CY1211'AZIMUTH MARK.  THE OLD DESCRIPTION SAYS THAT IT IS STAMPED
 CY1211'ONLY SQUARE 1945, BUT IT WAS FOUND THAT THE MARK WAS STAMPED
 CY1211'SQUARE USGS BM 1945.
 CY1211
 CY1211                          STATION RECOVERY (1972)
 CY1211
 CY1211'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1211'GENERAL LOCATION-SAME AS GIVEN
 CY1211'
 CY1211'TO REACH-DIRECTIONS ARE OK AS GIVEN EXCEPT VALLEY NATIONAL
 CY1211'BANK IN WILLCOX IN 1946 WAS WHERE TRAFFIC SIGNAL IS NOW.
 CY1211'START FROM TRAFFIC LIGHT INSTEAD OF BANK.
 CY1211'
 CY1211'STATION MARK-GOOD
 CY1211'
 CY1211'REFERENCE MARKS-GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1212 ***********************************************************************
 CY1212  DESIGNATION -  SQUARE CAIRN
 CY1212  PID         -  CY1212
 CY1212  STATE/COUNTY-  AZ/COCHISE
 CY1212  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 CY1212
 CY1212                         *CURRENT SURVEY CONTROL
 CY1212  ___________________________________________________________________
 CY1212* NAD 83(1992)-  32 18 18.54144(N)    109 58 42.03675(W)     ADJUSTED  
 CY1212* NAVD 88     -      1737.     (meters)    5699.     (feet)  SCALED    
 CY1212  ___________________________________________________________________
 CY1212  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CY1212  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY1212  HORZ ORDER  -  THIRD
 CY1212
 CY1212.The horizontal coordinates were established by classical geodetic methods
 CY1212.and adjusted by the National Geodetic Survey in August 1993.
 CY1212
 CY1212.The orthometric height was scaled from a topographic map.
 CY1212
 CY1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1212
 CY1212.The geoid height was determined by GEOID03.
 CY1212
 CY1212;                    North         East     Units Scale Factor Converg.
 CY1212;SPC AZ E     -   144,717.186   231,094.295   MT  0.99990388   +0 06 02.3
 CY1212;SPC AZ E     -   474,793.92    758,183.38   iFT  0.99990388   +0 06 02.3
 CY1212;UTM  12      - 3,574,718.444   596,182.143   MT  0.99971408   +0 32 45.8
 CY1212
 CY1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1212!SPC AZ E     -   0.99973163  x   0.99990388  =   0.99963554
 CY1212!UTM  12      -   0.99973163  x   0.99971408  =   0.99944579
 CY1212
 CY1212                          SUPERSEDED SURVEY CONTROL
 CY1212
 CY1212  NAD 83(1986)-  32 18 18.53584(N)    109 58 42.03472(W) AD(       ) 4
 CY1212  NAD 27      -  32 18 18.28000(N)    109 58 39.78000(W) AD(       ) 3
 CY1212
 CY1212.Superseded values are not recommended for survey control.
 CY1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1212.See file dsdata.txt to determine how the superseded data were derived.
 CY1212
 CY1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9618274718(NAD 83)
 CY1212_MARKER: 72 = CAIRN
 CY1212
 CY1212  HISTORY     - Date     Condition        Report By
 CY1212  HISTORY     - UNK      FIRST OBSERVED   USGS
 CY1212
 CY1212                          STATION DESCRIPTION
 CY1212
 CY1212'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1297 ***********************************************************************
 DB1297  DESIGNATION -  SQUAW
 DB1297  PID         -  DB1297
 DB1297  STATE/COUNTY-  AZ/YUMA
 DB1297  USGS QUAD   -  IMPERIAL RESERVOIR (1955)
 DB1297
 DB1297                         *CURRENT SURVEY CONTROL
 DB1297  ___________________________________________________________________
 DB1297* NAD 83(1992)-  32 54 30.97760(N)    114 27 44.16950(W)     ADJUSTED  
 DB1297* NAVD 88     -        59.8    (meters)     196.     (feet)  VERTCON   
 DB1297  ___________________________________________________________________
 DB1297  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DB1297  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DB1297  HORZ ORDER  -  SECOND
 DB1297
 DB1297.The horizontal coordinates were established by classical geodetic methods
 DB1297.and adjusted by the National Geodetic Survey in August 1993.
 DB1297
 DB1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1297
 DB1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1297
 DB1297.The geoid height was determined by GEOID03.
 DB1297
 DB1297;                    North         East     Units Scale Factor Converg.
 DB1297;SPC AZ W     -   211,848.572   146,731.334   MT  0.99998805   -0 23 13.2
 DB1297;SPC AZ W     -   695,041.25    481,402.01   iFT  0.99998805   -0 23 13.2
 DB1297;SPC CA 6     -   583,716.550 2,167,229.933   MT  0.99998152   +0 58 56.6
 DB1297;SPC CA 6     - 1,915,076.71  7,110,320.21   sFT  0.99998152   +0 58 56.6
 DB1297;UTM  11      - 3,644,011.732   737,340.377   MT  1.00029462   +1 22 45.8
 DB1297
 DB1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1297!SPC AZ W     -   0.99999587  x   0.99998805  =   0.99998392
 DB1297!SPC CA 6     -   0.99999587  x   0.99998152  =   0.99997739
 DB1297!UTM  11      -   0.99999587  x   1.00029462  =   1.00029048
 DB1297
 DB1297|---------------------------------------------------------------------|
 DB1297| PID    Reference Object                     Distance      Geod. Az  |
 DB1297|                                                           dddmmss.s |
 DB1297| CF0709 SQUAW RM 1                           13.683 METERS 09348     |
 DB1297| DB1301 IMPERIAL                            APPROX. 2.9 KM 1800430.4 |
 DB1297| CF0710 SQUAW RM 2                            9.790 METERS 32057     |
 DB1297|---------------------------------------------------------------------|
 DB1297
 DB1297                          SUPERSEDED SURVEY CONTROL
 DB1297
 DB1297  NAD 83(1986)-  32 54 30.98284(N)    114 27 44.17417(W) AD(       ) 2
 DB1297  NAD 27      -  32 54 30.83248(N)    114 27 41.36270(W) AD(       ) 2
 DB1297  NGVD 29 (07/19/86)   59.1    (m)          194.     (f) VERT ANG    3  
 DB1297
 DB1297.Superseded values are not recommended for survey control.
 DB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1297.See file dsdata.txt to determine how the superseded data were derived.
 DB1297
 DB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3734044012(NAD 83)
 DB1297_MARKER: DS = TRIANGULATION STATION DISK
 DB1297_SETTING: 66 = SET IN ROCK OUTCROP
 DB1297
 DB1297  HISTORY     - Date     Condition        Report By
 DB1297  HISTORY     - 1964     MONUMENTED       CGS
 DB1297
 DB1297                          STATION DESCRIPTION
 DB1297
 DB1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1297'THE STATION IS LOCATED 19 MILES NORTHWEST OF LAGUNA, 15 MILES
 DB1297'NORTHEAST OF YUMA, AND 1-3/4 MILES NORTH OF IMPERIAL DAM.
 DB1297'IT IS ON LAND OF THE IMPERIAL NATIONAL WILDLIFE REFUGE, ON
 DB1297'A SMALL ISLAND ABOUT 100 FEET IN DIAMETER, IN THE COLORADO
 DB1297'RIVER AND NEARER THE ARIZONA SHORE.
 DB1297'
 DB1297'TO REACH THE STATION FROM THE BUREAU OF RECLAMATION BOATHOUSE
 DB1297'WHICH IS 0.1 MILE NORTH OF THE WATER CONTROL COMMUNICATIONS
 DB1297'HEADQUARTERS BUILDING AT THE WEST END OF IMPERIAL DAM, GO NORTH
 DB1297'BY BOAT BY VARIOUS RIVER CHANNELS FOR 1-3/4 MILES TO THE ISLAND
 DB1297'ON THE STARBOARD SIDE.  THE BEST LANDING POINT IS AT AN OPENING
 DB1297'IN THE REEDS ON THE NORTHWEST SIDE OF THE ISLAND.
 DB1297'
 DB1297'THE STATION MARK IS A STANDARD DISK STAMPED SQUAW 1964 CEMENTED
 DB1297'IN A DRILL HOLE IN A DEPRESSION IN DECOMPOSED BEDROCK.  IT IS
 DB1297'ABOUT 4 INCHES BELOW THE SURROUNDING SURFACE AND ABOUT 12 FEET
 DB1297'ABOVE THE SURFACE OF THE RIVER.
 DB1297'
 DB1297'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SQUAW
 DB1297'NO 1 1964 CEMENTED IN A DRILL HOLE IN DECOMPOSED BEDROCK
 DB1297'HELD TOGETHER WITH CEMENT FLUSH WITH THE SURROUNDING SURFACE.
 DB1297'IT IS ON THE HIGHEST POINT OF THE ISLAND AND IS ABOUT 1 FOOT
 DB1297'HIGHER THAN STATION ELEVATION.
 DB1297'
 DB1297'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SQUAW
 DB1297'NO 2 1964 CEMENTED IN A DRILL HOLE IN A LITTLE RIDGE OF JAGGED
 DB1297'BEDROCK.  IT IS ON THE NORTHWEST SLOPE OF THE ISLAND AND
 DB1297'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 DB1297'
 DB1297'THIS STATION WAS USED TO LOCATE BDRY. PT. NO. 15 CALIF-ARIZ
 DB1297'WHICH LIES ON THE CENTERLINE OF THE COLORADO RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1053 ***********************************************************************
 CG1053  DESIGNATION -  SQUAW
 CG1053  PID         -  CG1053
 CG1053  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1053  USGS QUAD   -  PATAGONIA (1981)
 CG1053
 CG1053                         *CURRENT SURVEY CONTROL
 CG1053  ___________________________________________________________________
 CG1053* NAD 83(1992)-  31 35 05.64710(N)    110 50 19.68233(W)     ADJUSTED  
 CG1053* NAVD 88     -      1756.9    (meters)    5764.     (feet)  VERTCON   
 CG1053  ___________________________________________________________________
 CG1053  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 CG1053  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CG1053  HORZ ORDER  -  FIRST
 CG1053
 CG1053.The horizontal coordinates were established by classical geodetic methods
 CG1053.and adjusted by the National Geodetic Survey in August 1993.
 CG1053
 CG1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1053
 CG1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1053
 CG1053.The geoid height was determined by GEOID03.
 CG1053
 CG1053;                    North         East     Units Scale Factor Converg.
 CG1053;SPC AZ C     -    65,348.258   315,659.644   MT  1.00002903   +0 33 52.5
 CG1053;SPC AZ C     -   214,397.17  1,035,628.75   iFT  1.00002903   +0 33 52.5
 CG1053;UTM  12      - 3,494,437.981   515,294.346   MT  0.99960288   +0 05 03.9
 CG1053
 CG1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1053!SPC AZ C     -   0.99972872  x   1.00002903  =   0.99975774
 CG1053!UTM  12      -   0.99972872  x   0.99960288  =   0.99933171
 CG1053
 CG1053|---------------------------------------------------------------------|
 CG1053| PID    Reference Object                     Distance      Geod. Az  |
 CG1053|                                                           dddmmss.s |
 CG1053| CC8295 SQUAW RM 1                           11.858 METERS 12246     |
 CG1053| CC8294 SQUAW AZ MK                                        1555607.5 |
 CG1053| CC8296 SQUAW RM 2                           10.091 METERS 19001     |
 CG1053|---------------------------------------------------------------------|
 CG1053
 CG1053                          SUPERSEDED SURVEY CONTROL
 CG1053
 CG1053  NAD 83(1986)-  31 35 05.63565(N)    110 50 19.67614(W) AD(       ) 1
 CG1053  NAD 27      -  31 35 05.31100(N)    110 50 17.36100(W) AD(       ) 1
 CG1053  NGVD 29 (07/19/86) 1756.0    (m)         5761.     (f) VERT ANG    3  
 CG1053
 CG1053.Superseded values are not recommended for survey control.
 CG1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1053.See file dsdata.txt to determine how the superseded data were derived.
 CG1053
 CG1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV1529494438(NAD 83)
 CG1053_MARKER: DS = TRIANGULATION STATION DISK
 CG1053_SETTING: 66 = SET IN ROCK OUTCROP
 CG1053
 CG1053  HISTORY     - Date     Condition        Report By
 CG1053  HISTORY     - 1936     MONUMENTED       CGS
 CG1053  HISTORY     - 1938     GOOD             CGS
 CG1053  HISTORY     - 1972     GOOD             AZHD
 CG1053
 CG1053                          STATION DESCRIPTION
 CG1053
 CG1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1053'STATION IS ON A LOW SPUR AT THE S END FO THE SANTA RITA MOUNTAINS.
 CG1053'IT IS ON THE SOUTHERNMOST HIGH HILL ON THE DIVIDE W OF SQUAW GULCH
 CG1053'AND APPEARS FROM THE S AS A SADDLE WITH THE HIGHEST POINT TO THE
 CG1053'W.  THE STATION HILL IS MUCH STEEPER ON THE W SIDE THAN ON THE E
 CG1053'SIDE.  THERE IS A N-S FENCE 1/8 MILE BELOW AND TO THE W OF THE
 CG1053'STATION.  STATION IS 1.5 MILES E OF WISES RANCH.  19 MILES NNE
 CG1053'OF NOGALES.  AND 8.0 MILES NW OF PATAGONIA, AIRLINE.
 CG1053'
 CG1053'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CG1053'OUTCROPPING BEDROCK. AZIMUTH MARK
 CG1053'IS A STANDARD BRONZE DISK SET IN A BOULDER.
 CG1053'
 CG1053'TO REACH FROM PATAGONIA GO ACROSS THE TRACKS N FROM THE POST
 CG1053'OFFICE AND THEN TURN LEFT OR W.  GO 00.2 MILE, TURN RIGHT AT W
 CG1053'END OF STOCK YARDS.  FOLLOW MAIN-TRAVELED ROAD N AND W 01.9 MILES.
 CG1053'TAKE LEFT FORK AND GO 02.6 MILES.  TAKE LEFT FORK, STRAIGHT AHEAD,
 CG1053'AND GO 01.3 MILES.  KEEP THE RIGHT OR LOWER FORK.  (A SIGN HERE
 CG1053'READS ALTO AND BOND).  GO 02.1 MILES TO A T-INTERSECTION.  TURN
 CG1053'RIGHT, (SIGN VICTOR MINE 3.0 MILES), AND GO 00.1 MILE.  TAKE
 CG1053'LEFT FORK UP HILL AND FOLLOW THE MAIN-TRAVELED ROAD, 00.6 MILE
 CG1053'TO END OF TRUCK TRAVEL AT AN OLD MINE-SHAFT.  (THE AZIMUTH
 CG1053'MARK IS ON THE TOP OF THE FIRST HILL TO SE OF THE OLD
 CG1053'MINE-SHAFT, APPROXIMATELY 200 YARDS FROM THE SHAFT TO THE
 CG1053'AZIMUTH MARK).  FROM END OF TRUCK TRAVEL WALK W ALONG THE
 CG1053'OLD ROAD BED TO ANOTHER OLD MINE AND SHAFT.  FROM HERE THE
 CG1053'STATION TRIPOD CAN BE SEEN APPROXIMATELY DUE N ON A HIGH
 CG1053'ROCKY HILL.  FROM THE MINE-SHAFT PICK YOUR WAY ALONG SLOPES
 CG1053'AND RIDGES WHICH IS ABOUT 0.75 MILE N OF MINE-SHAFT.
 CG1053'
 CG1053'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CG1053
 CG1053                          STATION RECOVERY (1938)
 CG1053
 CG1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1053'STATION FOUND AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  REFERENCE
 CG1053'MARK NO. 1 MEASURED BY ANGLE AND DISTANCE, DOES NOT CHECK WITH THE
 CG1053'ORIGINAL DISTANCE.  REFERENCE MARK NO. 2 WAS MEASURED 0.009 METER
 CG1053'SHORTER.  DISTANCES GIVEN BELOW--A COPY OF THE ORIGINAL
 CG1053'DESCRIPTION FOLLOWS--
 CG1053'
 CG1053'STATION IS ON A LOW SPUR AT THE S END OF THE SANTA RITA MOUNTAINS.
 CG1053'IT IS ON THE SOUTHERNMOST HIGH HILL ON THE DIVIDE W OF SQUAW
 CG1053'GULCH AND APPEARS FROM THE S AS A HILL WITH A SADDLE, THE HIGHEST
 CG1053'POINT BEING ON THE W.  THE STATION HILL IS STEEPER ON THE W SIDE
 CG1053'THAN ON THE E SIDE.  THERE IS A N-S FENCE ABOUT 1/8 MILE BELOW
 CG1053'AND W OF THE STATION.  STATION IS 1.5 MILES E OF WISES RANCH.
 CG1053'19 MILES NNE OF NOGALES.  AND 8 MILES NE OF PATAGONIA, AIRLINE.
 CG1053'
 CG1053'TO REACH FROM PATAGONIA GO N ACROSS THE RAILROAD TRACKS FROM
 CG1053'THE POST OFFICE AND TURN LEFT, W.  GO 0.25 MILE AND TURN RIGHT,
 CG1053'N, AT THE W SIDE OF THE STOCK YARDS.  GO 0.15 MILE AND TURN LEFT,
 CG1053'W, AT THE T OF THE ROAD.  FOLLOW THE MAIN-TRAVELED ROAD W AND
 CG1053'NW 1.7 MILES AND KEEP STRAIGHT AHEAD ON LEFT FORK.  CONTINUE ON
 CG1053'MAIN ROAD 2.6 MILES TO FORK.  TAKE LEFT FORK STRAIGHT AHEAD FOR
 CG1053'1.3 MILES.  KEEP THE RIGHT OR LOWER ROAD (NO SIGN HERE AND THE
 CG1053'UPPER ROAD IS NOT USED), AND GO 2.2 MILES TO A Y FORK.  SIGN
 CG1053'HERE READS VICTOR MINE 3M.  TAKE RIGHT FORK AND GO 0.1 MILE.
 CG1053'TAKE LEFT FORK UP HILL, AND GO 0.4 MILE TO FORK.  RIGHT FORK TO
 CG1053'A MINE-SHAFT.  AZIMUTH MARK IS ON THE HIGHEST POINT OF THE
 CG1053'FIRST HILL SE OF THE MINE-SHAFT, APPROXIMATELY 200 YARDS FROM
 CG1053'THE SHAFT.  CONTINUE ON LEFT FORK 0.55 MILE TO END OF TRUCK
 CG1053'TRAVEL ON THE CREST OF THE RIDGE JUST PAST ANOTHER MINE
 CG1053'SHAFT.  FROM HERE THE STATION IS VISIBLE TO THE N AS THE HIGHEST
 CG1053'POINT ON THE SKY LINE.  THE BEST ROUTE TO THE STATION IS TO
 CG1053'FOLLOW THE TRAIL TO THE SADDLE TO THE RIGHT OF THE HILL TO THE
 CG1053'E, THEN LEFT AROUND THE SIDE AND UP THE STEEP SLOPE TO
 CG1053'ANOTHER SADDLE.  PASS TO THE LEFT OF THE SECOND HILL, OVER THE TOP
 CG1053'OF THE NEXT, AND THEN UP THE STEEP SLOPE TO THE HIGHEST POINT
 CG1053'AND STATION, A 40 MINUTE PACK.
 CG1053
 CG1053                          STATION RECOVERY (1972)
 CG1053
 CG1053'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CG1053'A.  GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS WERE
 CG1053'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 CG1053'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0767 ***********************************************************************
 DT0767  DESIGNATION -  SQUAW
 DT0767  PID         -  DT0767
 DT0767  STATE/COUNTY-  AZ/GREENLEE
 DT0767  USGS QUAD   -  ROSE PEAK (1967)
 DT0767
 DT0767                         *CURRENT SURVEY CONTROL
 DT0767  ___________________________________________________________________
 DT0767* NAD 83(1992)-  33 24 11.30867(N)    109 20 56.00420(W)     ADJUSTED  
 DT0767* NAVD 88     -      2168.7    (meters)    7115.     (feet)  VERTCON   
 DT0767  ___________________________________________________________________
 DT0767  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DT0767  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 DT0767  HORZ ORDER  -  SECOND
 DT0767
 DT0767.The horizontal coordinates were established by classical geodetic methods
 DT0767.and adjusted by the National Geodetic Survey in August 1993.
 DT0767
 DT0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0767
 DT0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0767
 DT0767.The geoid height was determined by GEOID03.
 DT0767
 DT0767;                    North         East     Units Scale Factor Converg.
 DT0767;SPC AZ E     -   266,757.554   289,427.822   MT  0.99997132   +0 27 00.8
 DT0767;SPC AZ E     -   875,188.83    949,566.35   iFT  0.99997132   +0 27 00.8
 DT0767;UTM  12      - 3,697,198.834   653,542.985   MT  0.99989066   +0 54 33.0
 DT0767
 DT0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0767!SPC AZ E     -   0.99966344  x   0.99997132  =   0.99963477
 DT0767!UTM  12      -   0.99966344  x   0.99989066  =   0.99955414
 DT0767
 DT0767|---------------------------------------------------------------------|
 DT0767| PID    Reference Object                     Distance      Geod. Az  |
 DT0767|                                                           dddmmss.s |
 DT0767| CD3683 SQUAW RM 1                            4.874 METERS 23756     |
 DT0767| CD3684 SQUAW RM 2                            7.305 METERS 32831     |
 DT0767| DT0766 ROSE                                APPROX. 4.4 KM 3322650.4 |
 DT0767|---------------------------------------------------------------------|
 DT0767
 DT0767                          SUPERSEDED SURVEY CONTROL
 DT0767
 DT0767  NAD 83(1986)-  33 24 11.30529(N)    109 20 56.00403(W) AD(       ) 2
 DT0767  NAD 27      -  33 24 11.09906(N)    109 20 53.72140(W) AD(       ) 2
 DT0767  NGVD 29 (07/19/86) 2167.7    (m)         7112.     (f) VERT ANG    3  
 DT0767
 DT0767.Superseded values are not recommended for survey control.
 DT0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0767.See file dsdata.txt to determine how the superseded data were derived.
 DT0767
 DT0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5354397199(NAD 83)
 DT0767_MARKER: DD = SURVEY DISK
 DT0767_SETTING: 66 = SET IN ROCK OUTCROP
 DT0767_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0767+STABILITY: POSITION/ELEVATION WELL
 DT0767
 DT0767  HISTORY     - Date     Condition        Report By
 DT0767  HISTORY     - 1977     MONUMENTED       AZDT
 DT0767
 DT0767                          STATION DESCRIPTION
 DT0767
 DT0767'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DT0767'THE STATION IS LOCATED ABOUT 33 MILES WEST SOUTHWEST OF ALPINE
 DT0767'ON THE EAST SIDE OF U.S. HWY. 666.
 DT0767'
 DT0767'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SQUAW 1977
 DT0767'AND IS EPOXIED IN A DRILL HOLE IN A REDDISH BROWN ROCK OUTCROP.  THE
 DT0767'STATION IS LOCATED 77 FEET EAST OF HWY. CENTERLINE AND AT CENTER OF
 DT0767'A CURVE AND ABOUT 18 FEET ABOVE HWY. GRADE.  STATION IS MARKED
 DT0767'WITH A WITNESS POST AND SIGN TO NORTHEAST.
 DT0767'
 DT0767'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 DT0767'SQUAW RM 1 1977 AND IS EPOXIED TO A BOULDER AT ABOUT SAME
 DT0767'ELEVATION AS STATION.
 DT0767'
 DT0767'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED
 DT0767'SQUAW RM 2 1977 AND IS EPOXIED TO A BOULDER ABOUT 3 FEET HIGHER
 DT0767'THAN STATION.
 DT0767'
 DT0767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS 180 AND
 DT0767'666 IN ALPINE, TRAVEL SOUTH ON HWY. 666 TO MILE POST 201.50
 DT0767'AND STATION ON THE LEFT, EAST.
 DT0767'
 DT0767'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1091 ***********************************************************************
 ES1091  DESIGNATION -  SQUAW
 ES1091  PID         -  ES1091
 ES1091  STATE/COUNTY-  AZ/GILA
 ES1091  USGS QUAD   -  YOUNG (1990)
 ES1091
 ES1091                         *CURRENT SURVEY CONTROL
 ES1091  ___________________________________________________________________
 ES1091* NAD 83(1992)-  34 00 35.53763(N)    110 57 26.57774(W)     ADJUSTED  
 ES1091* NAVD 88     -      2021.3    (meters)    6632.     (feet)  VERTCON   
 ES1091  ___________________________________________________________________
 ES1091  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 ES1091  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 ES1091  HORZ ORDER  -  FIRST
 ES1091
 ES1091.The horizontal coordinates were established by classical geodetic methods
 ES1091.and adjusted by the National Geodetic Survey in August 1993.
 ES1091
 ES1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1091
 ES1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1091
 ES1091.The geoid height was determined by GEOID03.
 ES1091
 ES1091;                    North         East     Units Scale Factor Converg.
 ES1091;SPC AZ E     -   334,030.615   140,324.748   MT  0.99996573   -0 26 32.3
 ES1091;SPC AZ E     - 1,095,900.97    460,383.03   iFT  0.99996573   -0 26 32.3
 ES1091;UTM  12      - 3,763,251.336   503,935.160   MT  0.99960019   +0 01 25.8
 ES1091
 ES1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1091!SPC AZ E     -   0.99968681  x   0.99996573  =   0.99965255
 ES1091!UTM  12      -   0.99968681  x   0.99960019  =   0.99928712
 ES1091
 ES1091|---------------------------------------------------------------------|
 ES1091| PID    Reference Object                     Distance      Geod. Az  |
 ES1091|                                                           dddmmss.s |
 ES1091| CD3681 SQUAW RM 1                           12.466 METERS 03333     |
 ES1091| CD3680 SQUAW AZ MK                                        1725549.6 |
 ES1091| CD3682 SQUAW RM 2                            8.551 METERS 31426     |
 ES1091|---------------------------------------------------------------------|
 ES1091
 ES1091                          SUPERSEDED SURVEY CONTROL
 ES1091
 ES1091  NAD 83(1986)-  34 00 35.53137(N)    110 57 26.58212(W) AD(       ) 1
 ES1091  NAD 27      -  34 00 35.37000(N)    110 57 24.14000(W) AD(       ) 1
 ES1091  NGVD 29 (08/03/87) 2020.5    (m)         6629.     (f) VERT ANG    3  
 ES1091
 ES1091.Superseded values are not recommended for survey control.
 ES1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1091.See file dsdata.txt to determine how the superseded data were derived.
 ES1091
 ES1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0393563251(NAD 83)
 ES1091_MARKER: DS = TRIANGULATION STATION DISK
 ES1091_SETTING: 66 = SET IN ROCK OUTCROP
 ES1091_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1091+STABILITY: POSITION/ELEVATION WELL
 ES1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1091+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 ES1091
 ES1091  HISTORY     - Date     Condition        Report By
 ES1091  HISTORY     - 1938     MONUMENTED       CGS
 ES1091  HISTORY     - 1946     GOOD             USGS
 ES1091  HISTORY     - 1947     GOOD             USGS
 ES1091  HISTORY     - 1947     GOOD             CGS
 ES1091  HISTORY     - 1960     GOOD             USGS
 ES1091  HISTORY     - 1963     GOOD             USGS
 ES1091  HISTORY     - 1968     GOOD             AMS
 ES1091  HISTORY     - 1972     GOOD             AZHD
 ES1091  HISTORY     - 1984     GOOD             AZDT
 ES1091  HISTORY     - 20060513 GOOD             GEOCAC
 ES1091
 ES1091                          STATION DESCRIPTION
 ES1091
 ES1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1091'ABOUT 9 MILES SOUTH OF YOUNG, ARIZ.  STATION IS ON THE HIGHEST
 ES1091'POINT OF SQUAW PEAK.  THIS PEAK IS STEEP ON ALL SIDES AND IS WELL
 ES1091'COVERED WITH TIMBER.  IT IS ABOUT 1/2 MILE EAST OF THE MAIN
 ES1091'TRAVELED ROAD BETWEEN YOUNG AND GLOBE, ARIZ.
 ES1091'
 ES1091'TO REACH THE STATION FROM YOUNG, ARIZ. GO WEST ON THE MAIN
 ES1091'TRAVELED ROAD (ROAD TO GLOBE, ARIZ.) FROM THE POST OFFICE FOR 1.0
 ES1091'MILE.  THENCE CONTINUE SOUTHERLY FOR 8.2 MILES TO THE SHARP PEAK
 ES1091'ON THE LEFT, EAST.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE
 ES1091'PACK UP THE PEAK TO THE HIGHEST POINT AND THE STATION SITE.
 ES1091'
 ES1091'R.M. 1 IS NORTHEAST OF THE STATION AND ABOUT 15 FEET LOWER IN
 ES1091'ELEVATION.  R.M. 2 IS NORTH NORTHWEST OF THE STATION AND ABOUT
 ES1091'5 FEET LOWER IN ELEVATION.  THE AZIMUTH MARK IS SOUTH OF THE
 ES1091'STATION ABOUT 3/4 MILES DISTANT AND ABOUT 400 FEET LOWER IN
 ES1091'ELEVATION.  IT IS ON THE SOUTH SIDE OF THE ROAD AND ABOUT 50
 ES1091'YARDS TO THE LEFT OF A POND.  THE MARK IS A STANDARD AZIMUTH MARK
 ES1091'CEMENTED INTO THE TOP OF A 3 IN IRON PIPE SUNK SECURELY IN
 ES1091'THE GROUND.
 ES1091
 ES1091                          STATION RECOVERY (1946)
 ES1091
 ES1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 ES1091'RECOVERED AS DESCRIBED BY CGS.
 ES1091
 ES1091                          STATION RECOVERY (1947)
 ES1091
 ES1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 ES1091'RECOVERED AS DESCRIBED BY USGS AND CGS.  ALL MARKS IN GOOD
 ES1091'CONDITION.
 ES1091
 ES1091                          STATION RECOVERY (1947)
 ES1091
 ES1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 ES1091'STATION WAS RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 ES1091'CONDITION.
 ES1091'
 ES1091'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF YOUNG, 0.5 MILE EAST
 ES1091'OF THE YOUNG-GLOBE ROAD ON THE HIGHEST POINT OF A CONE SHAPED
 ES1091'AND TIMBERED HILL KNOWN LOCALLY AS SQUAW PEAK.  THE STATION MARK
 ES1091'IS A BRONZE DISK, PROJECTS 7 FEET AND IS
 ES1091'STAMPED, SQUAW 1938.
 ES1091'
 ES1091'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 ES1091'PROJECTS 3 FEET, IS 8 FEET LOWER THAN STATION MARK AND IS STAMPED,
 ES1091'SQUAW NO 1 1938.
 ES1091'
 ES1091'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 ES1091'SET FLUSH 5 FEET LOWER THAN STATION MARK AND IS STAMPED, SQUAW
 ES1091'NO 2 1938.
 ES1091'
 ES1091'THE AZIMUTH MARK IS A BRONZE REFERENCE MARK,
 ES1091'PROJECTS 10 INCHES, IS 12 PACES SOUTH OF THE CENTERLINE OF
 ES1091'THE YOUNG-GLOBE ROAD AND 2 FEET WEST OF A FENCE LINE.  IT IS
 ES1091'STAMPED, SQUAW 1938 AZIMUTH MARK.  TO REACH THE MARK FROM THE POINT
 ES1091'WHERE THE YOUNG-GLOBE ROAD IS LEFT IN THE DESCRIPTION TO
 ES1091'STATION, CONTINUE SOUTH 1.05 MILE TO MARK ON RIGHT.
 ES1091'
 ES1091'TO REACH THE STATION FROM THE SCHOOL HOUSE IN YOUNG.  GO SOUTH
 ES1091'ON THE YOUNG-GLOBE ROAD 8.1 MILES TO A ROAD LEFT.  TURN LEFT, PASS
 ES1091'THROUGH GATE AND GO 0.2 MILE TO A SAND PIT AND END OF TRUCK TRAVEL.
 ES1091'FROM HERE WALK SOUTHEAST UP STEEP SLOPE TO HIGHEST POINT OF
 ES1091'HILL AND STATION.  A 10 MINUTE PACK.
 ES1091'
 ES1091'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
 ES1091
 ES1091                          STATION RECOVERY (1960)
 ES1091
 ES1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1091'RECOVERED IN GOOD CONDITION.
 ES1091'
 ES1091'REACHED BY HELICOPTER.
 ES1091
 ES1091                          STATION RECOVERY (1963)
 ES1091
 ES1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ES1091'RECOVERED AS DESCRIBED BY USGS AND CGS.
 ES1091'
 ES1091'REACHED BY HELICOPTER.
 ES1091
 ES1091                          STATION RECOVERY (1968)
 ES1091
 ES1091'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ES1091'MARK IS LOCATED APPROXIMATELY 6.5 AIRMILES (S) OF YOUNG, ARIZONA.
 ES1091'27.0 AIRMILES (W) OF CIBECUE, ARIZONA.
 ES1091'
 ES1091'TO REACH MARK FROM POST OFFICE IN YOUNG, ARIZONA, GO (S) ON HWY
 ES1091'288 FOR 6.9 MILES TO DIRT ROAD LEFT.  TURN LEFT (E) ON DIRT ROAD
 ES1091'AND GO 0.2 MILE TO END OF VEHICLE TRAVEL.  PACK (E) TO TOP OF
 ES1091'HILL AND STATION SITE (10 MINUTE PACK).  MARK IS LOCATED 4.6
 ES1091'M (SE) OF LARGE BOULDER.  4.1 M (NNW) OF ANOTHER BOULDER.
 ES1091'
 ES1091'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN ROCK
 ES1091'PROTRUDING 5 FEET ABOVE GROUND.  STAMPED SQUAW 1938.
 ES1091'
 ES1091'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 3 FT
 ES1091'ABOVE GROUND.  STAMPED SQUAW NO 1 1938.  IT IS LOCATED 12.128 M
 ES1091'(NE) OF MARK ON A MAG. AZ. OF 48 DEG AND A DE OF -3.47 M.
 ES1091'
 ES1091'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK FLUSH WITH GROUND.
 ES1091'STAMPED SQUAW NO 2 1938.  IT IS LOCATED 8.55 M (NNW) OF MARK ON A
 ES1091'MAG. AZ. OF 329 DEG AND A DE OF -1.52 M.
 ES1091'
 ES1091'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN CONCRETE PIPE
 ES1091'PROTRUDING 18 IN ABOVE GROUND.  STAMPED SQUAW AZIMUTH MARK 1938.
 ES1091'IT IS LOCATED APPROXIMATELY 1.0 MILE (S) OF MARK.  AZIMUTH MARK
 ES1091'CANNOT BE SEEN FROM STATION DUE TO VEGETATION GROWTH IN THE AREA
 ES1091'AND DOWNHILL SLOPE.
 ES1091'
 ES1091'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW IS EXCELLENT IN ALL
 ES1091'DIRECTIONS.
 ES1091
 ES1091                          STATION RECOVERY (1972)
 ES1091
 ES1091'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TEJ)
 ES1091'GENERAL LOCATION AS PER DESCRIPTION
 ES1091'
 ES1091'TO REACH AS PER DESCRIPTION
 ES1091'
 ES1091'STATION MARK AS PER DESCRIPTION
 ES1091'
 ES1091'REFERENCE MARKS BOTH R.M. 1 AND 2 IN AND GOOD.
 ES1091'
 ES1091'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES1091
 ES1091                          STATION RECOVERY (1984)
 ES1091
 ES1091'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1091'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ES1091'AND FOUND IN GOOD CONDITION.
 ES1091'
 ES1091'TO REACH THE STATION FROM THE POST OFFICE IN YOUNG TRAVEL SOUTH AND
 ES1091'WEST ALONG STATE ROUTE 288 FOR 9.85 MILES TO MILE POST 297.3 AND A
 ES1091'ROAD LEFT.  (THE AZIMUTH MARK IS 1.05 MILES SOUTH OF THIS POINT ON THE
 ES1091'RIGHT).  TURN LEFT PASSING THROUGH A GATE FOR 0.2 MILE TO A FORK.
 ES1091'TAKE RIGHT FORK 0.05 MILE TO A BORROW PIT AND THE END OF TRUCK TRAVEL
 ES1091'PACK SOUTHWEST TO TOP OF HILL AND STATION.
 ES1091
 ES1091                          STATION RECOVERY (2006)
 ES1091
 ES1091'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 ES1091'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK ALL RECOVERED AS
 ES1091'DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0836 ***********************************************************************
 FR0836  DESIGNATION -  SQUAW
 FR0836  PID         -  FR0836
 FR0836  STATE/COUNTY-  AZ/COCONINO
 FR0836  USGS QUAD   -  SQUAW MOUNTAIN (1989)
 FR0836
 FR0836                         *CURRENT SURVEY CONTROL
 FR0836  ___________________________________________________________________
 FR0836* NAD 83(1992)-  35 25 25.12192(N)    112 00 47.48311(W)     ADJUSTED  
 FR0836* NAVD 88     -      2421.8    (meters)    7946.     (feet)  VERTCON   
 FR0836  ___________________________________________________________________
 FR0836  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 FR0836  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FR0836  HORZ ORDER  -  THIRD
 FR0836
 FR0836.The horizontal coordinates were established by classical geodetic methods
 FR0836.and adjusted by the National Geodetic Survey in August 1993.
 FR0836
 FR0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0836
 FR0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0836
 FR0836.The geoid height was determined by GEOID03.
 FR0836
 FR0836;                    North         East     Units Scale Factor Converg.
 FR0836;SPC AZ C     -   490,574.859   204,595.115   MT  0.99990095   -0 03 21.4
 FR0836;SPC AZ C     - 1,609,497.57    671,243.82   iFT  0.99990095   -0 03 21.4
 FR0836;UTM  12      - 3,920,496.727   408,022.217   MT  0.99970425   -0 35 14.3
 FR0836
 FR0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0836!SPC AZ C     -   0.99962366  x   0.99990095  =   0.99952465
 FR0836!UTM  12      -   0.99962366  x   0.99970425  =   0.99932802
 FR0836
 FR0836:                Primary Azimuth Mark                     Grid Az
 FR0836:SPC AZ C     -  T23 24N R4E SECS 4 33 34                 108 31 05.6
 FR0836:UTM  12      -  T23 24N R4E SECS 4 33 34                 109 02 58.5
 FR0836
 FR0836|---------------------------------------------------------------------|
 FR0836| PID    Reference Object                     Distance      Geod. Az  |
 FR0836|                                                           dddmmss.s |
 FR0836| FQ0565 T23 24N R4E SECS 4 33 34            APPROX. 4.6 KM 1082744.2 |
 FR0836|---------------------------------------------------------------------|
 FR0836
 FR0836                          SUPERSEDED SURVEY CONTROL
 FR0836
 FR0836  NAD 83(1986)-  35 25 25.12030(N)    112 00 47.47927(W) AD(       ) 3
 FR0836  NGVD 29 (05/08/89) 2420.7    (m)         7942.     (f) VERT ANG    3  
 FR0836
 FR0836.Superseded values are not recommended for survey control.
 FR0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0836.See file dsdata.txt to determine how the superseded data were derived.
 FR0836
 FR0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0802220497(NAD 83)
 FR0836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FR0836_SETTING: 80 = SET IN A BOULDER
 FR0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0836+STABILITY: SURFACE MOTION
 FR0836
 FR0836  HISTORY     - Date     Condition        Report By
 FR0836  HISTORY     - UNK      MONUMENTED       USGS
 FR0836  HISTORY     - 1965     GOOD             USGS
 FR0836
 FR0836                          STATION DESCRIPTION
 FR0836
 FR0836'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FR0836'RECOVERED IN GOOD CONDITION.
 FR0836'
 FR0836'TO REACH FROM STORE IN PARKS, DRIVE 9.3 MI N. ON MAIN-TRAVELED
 FR0836'RD. TO Y-RD. FORK.  TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED RD.
 FR0836'1.3 MI TO T-RD. AT CATTLEGUARD.  TURN LEFT AND FOLLOW FOREST
 FR0836'SERVICE RD. 112 1.1 MI TO Y-RD. FORK.  TAKE LEFT FORK AND FOLLOW
 FR0836'OLD RD. 0.5 MI W. TO GATE, CONTINUE THROUGH GATE AND FOLLOW OLD
 FR0836'RD. 1.6 MI TO Y-RD. JUST AFTER CROSSING WASH.  TURN LEFT AND
 FR0836'FOLLOW DIM RD. 0.3 MI TO TOP OF RIDGE.  TURN RIGHT CROSS-COUNTRY
 FR0836'0.3 MI W. TO END OF TRUCK TRAVEL.  PACK W. TO HIGHEST TOP AND
 FR0836'STATION.  A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0680 ***********************************************************************
 FP0680  DESIGNATION -  SQUAW
 FP0680  PID         -  FP0680
 FP0680  STATE/COUNTY-  AZ/APACHE
 FP0680  USGS QUAD   -  DEEP LAKE (1972)
 FP0680
 FP0680                         *CURRENT SURVEY CONTROL
 FP0680  ___________________________________________________________________
 FP0680* NAD 83(1992)-  35 00 16.44543(N)    109 13 41.65280(W)     ADJUSTED  
 FP0680* NAVD 88     -      1932.78   (+/-2cm)    6341.1    (feet)  VERTCON   
 FP0680  ___________________________________________________________________
 FP0680  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 FP0680  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 FP0680  HORZ ORDER  -  SECOND
 FP0680  VERT ORDER  -  THIRD ? (See Below)
 FP0680
 FP0680.The horizontal coordinates were established by classical geodetic methods
 FP0680.and adjusted by the National Geodetic Survey in August 1993.
 FP0680
 FP0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0680.The vertical order pertains to the NGVD 29 superseded value.
 FP0680
 FP0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0680
 FP0680.The geoid height was determined by GEOID03.
 FP0680
 FP0680;                    North         East     Units Scale Factor Converg.
 FP0680;SPC AZ E     -   444,483.371   299,015.530   MT  0.99999040   +0 32 18.1
 FP0680;SPC AZ E     - 1,458,278.78    981,022.08   iFT  0.99999040   +0 32 18.1
 FP0680;UTM  12      - 3,874,983.897   661,676.214   MT  0.99992216   +1 00 59.7
 FP0680
 FP0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0680!SPC AZ E     -   0.99970030  x   0.99999040  =   0.99969070
 FP0680!UTM  12      -   0.99970030  x   0.99992216  =   0.99962248
 FP0680
 FP0680|---------------------------------------------------------------------|
 FP0680| PID    Reference Object                     Distance      Geod. Az  |
 FP0680|                                                           dddmmss.s |
 FP0680| CS5196 SQUAW RM 1                            9.974 METERS 15940     |
 FP0680| CS5197 SQUAW RM 2                           10.178 METERS 33914     |
 FP0680|---------------------------------------------------------------------|
 FP0680
 FP0680                          SUPERSEDED SURVEY CONTROL
 FP0680
 FP0680  NAD 83(1986)-  35 00 16.43664(N)    109 13 41.65594(W) AD(       ) 2
 FP0680  NGVD 29 (01/29/91) 1931.80   (m)         6337.9    (f) LEVELING    3  
 FP0680
 FP0680.Superseded values are not recommended for survey control.
 FP0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0680.See file dsdata.txt to determine how the superseded data were derived.
 FP0680
 FP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6167674984(NAD 83)
 FP0680_MARKER: DS = TRIANGULATION STATION DISK
 FP0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0680+STABILITY: SURFACE MOTION
 FP0680
 FP0680  HISTORY     - Date     Condition        Report By
 FP0680  HISTORY     - 1982     MONUMENTED       AZDT
 FP0680
 FP0680                          STATION DESCRIPTION
 FP0680
 FP0680'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0680'THE STATION IS LOCATED 16 MILES SOUTHEAST OF SANDERS ALONG U.S.
 FP0680'HIGHWAY 666.
 FP0680'
 FP0680'THE STATION MARK IS AN AZDT DISK STAMPED---SQUAW 1982---SET IN TOP OF
 FP0680'A 10 INCH CONCRETE MONUMENT.  IT IS 72 FEET EAST OF THE CENTER LINE OF
 FP0680'THE HIGHWAY AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 FP0680'
 FP0680'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SQUAW RM 1 1982---SET IN
 FP0680'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0680'
 FP0680'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SQUAW RM 2 1982---SET IN
 FP0680'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0680'
 FP0680'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS, TRAVEL SOUTH FOR
 FP0680'0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.   TRAVEL
 FP0680'SOUTH ALONG U.S. 666 FOR 17.6 MILES TO THE STATION ON THE LEFT, 4 FEET
 FP0680'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0395 ***********************************************************************
 CF0395  DESIGNATION -  SQUAW MTN
 CF0395  PID         -  CF0395
 CF0395  STATE/COUNTY-  AZ/COCHISE
 CF0395  USGS QUAD   -  APACHE (1987)
 CF0395
 CF0395                         *CURRENT SURVEY CONTROL
 CF0395  ___________________________________________________________________
 CF0395* NAD 83(1992)-  31 40 23.65185(N)    109 10 00.15909(W)     ADJUSTED  
 CF0395* NAVD 88     -      1610.2    (meters)    5283.     (feet)  VERTCON   
 CF0395  ___________________________________________________________________
 CF0395  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CF0395  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CF0395  HORZ ORDER  -  SECOND
 CF0395
 CF0395.The horizontal coordinates were established by classical geodetic methods
 CF0395.and adjusted by the National Geodetic Survey in August 1993.
 CF0395
 CF0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0395
 CF0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0395
 CF0395.The geoid height was determined by GEOID03.
 CF0395
 CF0395;                    North         East     Units Scale Factor Converg.
 CF0395;SPC AZ E     -    75,072.295   308,175.225   MT  1.00001084   +0 31 30.3
 CF0395;SPC AZ E     -   246,300.18  1,011,073.57   iFT  1.00001084   +0 31 30.3
 CF0395;UTM  12      - 3,505,677.570   673,788.667   MT  0.99997251   +0 57 46.3
 CF0395
 CF0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0395!SPC AZ E     -   0.99975138  x   1.00001084  =   0.99976222
 CF0395!UTM  12      -   0.99975138  x   0.99997251  =   0.99972390
 CF0395
 CF0395|---------------------------------------------------------------------|
 CF0395| PID    Reference Object                     Distance      Geod. Az  |
 CF0395|                                                           dddmmss.s |
 CF0395| CS5457 SQUAW MTN RM 1                        7.463 METERS 04639     |
 CF0395| CF0322 PHOENIX EL PASO AWY BCN 24            8.758 METERS 09601     |
 CF0395| CS5458 SQUAW MTN RM 2                        7.530 METERS 15001     |
 CF0395|---------------------------------------------------------------------|
 CF0395
 CF0395                          SUPERSEDED SURVEY CONTROL
 CF0395
 CF0395  NAD 83(1986)-  31 40 23.65065(N)    109 10 00.14298(W) AD(       ) 2
 CF0395  NGVD 29 (03/13/91) 1609.3    (m)         5280.     (f) VERT ANG    3  
 CF0395
 CF0395.Superseded values are not recommended for survey control.
 CF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0395.See file dsdata.txt to determine how the superseded data were derived.
 CF0395
 CF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA7378905678(NAD 83)
 CF0395_MARKER: DS = TRIANGULATION STATION DISK
 CF0395_SETTING: 66 = SET IN ROCK OUTCROP
 CF0395_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0395+STABILITY: POSITION/ELEVATION WELL
 CF0395
 CF0395  HISTORY     - Date     Condition        Report By
 CF0395  HISTORY     - 1957     MONUMENTED       USGS
 CF0395  HISTORY     - 1982     GOOD             AZDT
 CF0395
 CF0395                          STATION DESCRIPTION
 CF0395
 CF0395'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0395'THE STATION IS LOCATED ON TOP OF A LOW PROMINENT HILL KNOWN AS SQUAW
 CF0395'MOUNTAIN.  IT IS 7 MILES WEST OF THE ARIZONA-NEW MEXICO STATE LINE AND
 CF0395'1 MILE NORTHWEST OF U.S. HIGHWAY 80.
 CF0395'
 CF0395'THE STATION MARK IS A STANDARD USGS DISK STAMPED---SQUAW MTN 1957---.
 CF0395'IT IS SET IN TOP OF A DRILL HOLE IN BEDROCK.
 CF0395'
 CF0395'REFERENCE MARK 1 IS A STANDARD USGS DISK STAMPED---NO 1 1957---.  IT
 CF0395'IS SET IN A DRILL HOLE IN BEDROCK.
 CF0395'
 CF0395'REFERENCE MARK 2 IS A STANDARD USGS DISK STAMPED---NO 2 1957---.  IT
 CF0395'IS SET IN A DRILL HOLE IN BEDROCK.
 CF0395'
 CF0395'TO REACH THE STATION FROM THE POST OFFICE IN RODEO NEW MEXICO, TRAVEL
 CF0395'SOUTHWEST ALONG U.S. HIGHWAY 80 FOR 17.1 MILES TO A ROAD ON THE RIGHT.
 CF0395'TURN RIGHT ON PRICE CANYON ROAD FOR 0.6 MILE TO A CATTLE GUARD AND A
 CF0395'FORK.  TAKE THE RIGHT FORK PASSING ALONG THE EAST SIDE OF MALLET
 CF0395'RANCH.  OBTAIN PERMISSION HERE TO TRAVEL ALONG PRIVATE PROPERTY.
 CF0395'TRAVEL AHEAD 125 FEET AND TURN RIGHT ALONG THE SOUTH SIDE OF A METAL
 CF0395'SHED TO A GATE.  PASS THROUGH GATE AND TRAVEL NORTHEAST FOR 0.5 MILE
 CF0395'TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.4 MILE TO A REVERSE FORK
 CF0395'AT A GAS LINE, BARE LEFT AND CONTINUE NORTHEAST ON GAS LINE ROAD ROAD
 CF0395'FOR 2.25 MILES TO 3 POWER POLES.  TURN LEFT ON DIM ROAD TO OLD AIRWAY
 CF0395'BEACON GENERATOR SITE.  TRAVEL NORTHWEST ON OLD ROAD FOR 0.4 MILE TO
 CF0395'END OF TRUCK TRAVEL.  PACK NORTHWEST TO A SMALL SADDLE THEN PACK WEST
 CF0395'THROUGH TREES TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0962 ***********************************************************************
 ES0962  DESIGNATION -  SQUAW PEAK
 ES0962  PID         -  ES0962
 ES0962  STATE/COUNTY-  AZ/YAVAPAI
 ES0962  USGS QUAD   -  HORNER MTN (1967)
 ES0962
 ES0962                         *CURRENT SURVEY CONTROL
 ES0962  ___________________________________________________________________
 ES0962* NAD 83(1992)-  34 28 10.23031(N)    111 52 30.46128(W)     NO CHECK  
 ES0962* NAVD 88     -      1989.6    (meters)    6528.     (feet)  VERTCON   
 ES0962  ___________________________________________________________________
 ES0962  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 ES0962  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 ES0962  HORZ ORDER  -  THIRD
 ES0962
 ES0962.The horizontal coordinates were established by classical geodetic methods
 ES0962.and adjusted by the National Geodetic Survey in August 1993.
 ES0962.No horizontal observational check was made to the station.
 ES0962
 ES0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0962
 ES0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0962
 ES0962.The geoid height was determined by GEOID03.
 ES0962
 ES0962;                    North         East     Units Scale Factor Converg.
 ES0962;SPC AZ C     -   384,730.414   217,175.905   MT  0.99990018   +0 01 24.6
 ES0962;SPC AZ C     - 1,262,238.89    712,519.37   iFT  0.99990018   +0 01 24.6
 ES0962;UTM  12      - 3,814,563.530   419,630.025   MT  0.99967962   -0 29 43.2
 ES0962
 ES0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0962!SPC AZ C     -   0.99969186  x   0.99990018  =   0.99959207
 ES0962!UTM  12      -   0.99969186  x   0.99967962  =   0.99937158
 ES0962
 ES0962|---------------------------------------------------------------------|
 ES0962| PID    Reference Object                     Distance      Geod. Az  |
 ES0962|                                                           dddmmss.s |
 ES0962| CS3999 SQUAW PEAK RM                         1.676 METERS 29206     |
 ES0962| ES1136 CASNER                              APPROX.54.1 KM 3490913.6 |
 ES0962|---------------------------------------------------------------------|
 ES0962
 ES0962                          SUPERSEDED SURVEY CONTROL
 ES0962
 ES0962  NAD 83(1986)-  34 28 10.21520(N)    111 52 30.46629(W) AD(       ) 3
 ES0962  NGVD 29 (05/08/89) 1988.8    (m)         6525.     (f) VERT ANG    3  
 ES0962
 ES0962.Superseded values are not recommended for survey control.
 ES0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0962.See file dsdata.txt to determine how the superseded data were derived.
 ES0962
 ES0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1963014564(NAD 83)
 ES0962_MARKER: DS = TRIANGULATION STATION DISK
 ES0962_SETTING: 80 = SET IN A BOULDER
 ES0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0962+STABILITY: SURFACE MOTION
 ES0962
 ES0962  HISTORY     - Date     Condition        Report By
 ES0962  HISTORY     - 1900     MONUMENTED       USGS
 ES0962  HISTORY     - 1903     GOOD             USGS
 ES0962  HISTORY     - 1930     GOOD             USGS
 ES0962  HISTORY     - 1960     GOOD             USGS
 ES0962  HISTORY     - 1966     GOOD             USGS
 ES0962  HISTORY     - 20080809 GOOD             GEOCAC
 ES0962
 ES0962                          STATION DESCRIPTION
 ES0962
 ES0962'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 ES0962'LOCATED 4 MI SW. OF CAMP VERDE.  ON HIGHEST PART OF SQUAW PEAK.
 ES0962'
 ES0962'NO TO REACH GIVEN.
 ES0962'
 ES0962'STATION MARK--STANDARD BRONZE TABLET, UNSTAMPED, IN FLAT BASALT
 ES0962'ROCK.
 ES0962'
 ES0962'RM--ROCK CAIRN 4-1/2 FT AT BASE AND 6 FT HIGH.
 ES0962
 ES0962                          STATION RECOVERY (1903)
 ES0962
 ES0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1903
 ES0962'RECOVERED IN GOOD CONDITION.
 ES0962
 ES0962                          STATION RECOVERY (1930)
 ES0962
 ES0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1930
 ES0962'RECOVERED AS DESCRIBED BY USGS.
 ES0962
 ES0962                          STATION RECOVERY (1960)
 ES0962
 ES0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES0962'RECOVERED AS DESCRIBED BY USGS.
 ES0962'
 ES0962'TO REACH FROM BARNES SERVICE STATION AND RESTAURANT ON STATE HWY.
 ES0962'79 ABOUT 11 MI S. OF CAMP VERDE, GO ABOUT 0.4 MI N. TOWARD CAMP
 ES0962'VERDE TO GRADED RD. RIGHT.  TURN RIGHT 0.4 MI TO FORK.  TAKE LEFT
 ES0962'FORK 1.5 MI TO FORK.  KEEP RIGHT 0.35 MI TO FORK.  TAKE RIGHT FORK
 ES0962'0.65 MI TO RANCH HOUSE.  TURN LEFT DIRECTLY IN FRONT OF POLE FENCE
 ES0962'AT HOUSE 0.3 MI TO FORK (4-WHEEL DRIVE USED, IN DRY WEATHER
 ES0962'2-WHEEL DRIVE CAN BE DRIVEN TO TOP OF MOUNTAIN).  TAKE RIGHT FORK
 ES0962'ABOUT 7 MI KEEPING TO MAIN BULLDOZED RD. TO END OF TRUCK TRAVEL
 ES0962'ABOUT 400 YARDS BELOW TOP OF SQUAW BUTTE.  THERE IS A TV RELAY
 ES0962'STATION ON TOP.
 ES0962
 ES0962                          STATION RECOVERY (1966)
 ES0962
 ES0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0962'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
 ES0962
 ES0962                          STATION RECOVERY (2008)
 ES0962
 ES0962'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1034 ***********************************************************************
 FS1034  DESIGNATION -  SQUAW PEAK HIGH POINT
 FS1034  PID         -  FS1034
 FS1034  STATE/COUNTY-  AZ/MOHAVE
 FS1034  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS1034
 FS1034                         *CURRENT SURVEY CONTROL
 FS1034  ___________________________________________________________________
 FS1034* NAD 83(1992)-  35 53 44.37164(N)    114 25 35.80896(W)     ADJUSTED  
 FS1034* NAVD 88     -              **(meters)            **(feet)            
 FS1034  ___________________________________________________________________
 FS1034  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 FS1034  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS1034  HORZ ORDER  -  THIRD
 FS1034
 FS1034.The horizontal coordinates were established by classical geodetic methods
 FS1034.and adjusted by the National Geodetic Survey in August 1993.
 FS1034
 FS1034
 FS1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1034
 FS1034.The geoid height was determined by GEOID03.
 FS1034
 FS1034;                    North         East     Units Scale Factor Converg.
 FS1034;SPC AZ W     -   543,166.120   152,277.386   MT  0.99997929   -0 23 48.2
 FS1034;SPC AZ W     - 1,782,041.08    499,597.72   iFT  0.99997929   -0 23 48.2
 FS1034;UTM  11      - 3,975,434.949   732,262.947   MT  1.00026478   +1 30 34.1
 FS1034
 FS1034                          SUPERSEDED SURVEY CONTROL
 FS1034
 FS1034  NAD 83(1986)-  35 53 44.36272(N)    114 25 35.80132(W) AD(       ) 4
 FS1034  NAD 27      -  35 53 44.41000(N)    114 25 32.91000(W) AD(       ) 3
 FS1034
 FS1034.Superseded values are not recommended for survey control.
 FS1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1034.See file dsdata.txt to determine how the superseded data were derived.
 FS1034
 FS1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3226375435(NAD 83)
 FS1034_MARKER: 03 = MOUNTAIN PEAK
 FS1034
 FS1034  HISTORY     - Date     Condition        Report By
 FS1034  HISTORY     - 1935     FIRST OBSERVED   CGS
 FS1034
 FS1034                          STATION DESCRIPTION
 FS1034
 FS1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1034'STATION IS THE HIGHEST PART OF A VERY PROMINENT PEAK KNOWN
 FS1034'AS SQUAW PEAK.  LOCATED IN THE WHITE HILLS, 21 MILES ESE OF
 FS1034'BOULDER DAM, AND ABOUT 8 MILES N OF THE CHLORIDE-BOULDER DAM
 FS1034'HIGHWAY.  THE PEAK HAS STEEP SLOPES ON ALL SIDES AND SHEER
 FS1034'ROCK CLIFFS NEAR THE TOP.
 FS1034'
 FS1034'THIS IS AN INTERSECTION POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2012 ***********************************************************************
 DV2012  DESIGNATION -  SQUAW PEAK RESET
 DV2012  PID         -  DV2012
 DV2012  STATE/COUNTY-  AZ/MARICOPA
 DV2012  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2012
 DV2012                         *CURRENT SURVEY CONTROL
 DV2012  ___________________________________________________________________
 DV2012* NAD 83(1992)-  33 32 50.39636(N)    112 01 15.56181(W)     ADJUSTED  
 DV2012* NAVD 88     -       795.6    (meters)    2610.     (feet)  VERTCON   
 DV2012  ___________________________________________________________________
 DV2012  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DV2012  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV2012  HORZ ORDER  -  FIRST
 DV2012
 DV2012.The horizontal coordinates were established by classical geodetic methods
 DV2012.and adjusted by the National Geodetic Survey in August 1993.
 DV2012
 DV2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2012
 DV2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2012
 DV2012.The geoid height was determined by GEOID03.
 DV2012
 DV2012;                    North         East     Units Scale Factor Converg.
 DV2012;SPC AZ C     -   282,454.612   203,672.313   MT  0.99990116   -0 03 27.5
 DV2012;SPC AZ C     -   926,688.36    668,216.25   iFT  0.99990116   -0 03 27.5
 DV2012;UTM  12      - 3,712,433.662   405,214.694   MT  0.99971076   -0 33 51.4
 DV2012
 DV2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2012!SPC AZ C     -   0.99987976  x   0.99990116  =   0.99978094
 DV2012!UTM  12      -   0.99987976  x   0.99971076  =   0.99959056
 DV2012
 DV2012:                Primary Azimuth Mark                     Grid Az
 DV2012:SPC AZ C     -  SCOTTSDALE THUNDERBIRD ACAD TK           053 46 48.5
 DV2012:UTM  12      -  SCOTTSDALE THUNDERBIRD ACAD TK           054 17 12.4
 DV2012
 DV2012|---------------------------------------------------------------------|
 DV2012| PID    Reference Object                     Distance      Geod. Az  |
 DV2012|                                                           dddmmss.s |
 DV2012| DU2209 SCOTTSDALE THUNDERBIRD ACAD TK      APPROX.11.8 KM 0534321.0 |
 DV2012| CH5475 SQUAW PEAK RM 1                       9.803 METERS 08056     |
 DV2012| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX.14.3 KM 1303709.5 |
 DV2012| CH5476 SQUAW PEAK RM 2                       9.211 METERS 13538     |
 DV2012| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 7.9 KM 1673756.8 |
 DV2012| CH4392 124330                                             25049     |
 DV2012| CH5474 1243.30                                            2504936.1 |
 DV2012| DV2002 ADOBE SPERRY PHOENIX CO TANK        APPROX.16.2 KM 3341421.6 |
 DV2012|---------------------------------------------------------------------|
 DV2012
 DV2012                          SUPERSEDED SURVEY CONTROL
 DV2012
 DV2012  NAD 83(1986)-  33 32 50.39113(N)    112 01 15.56735(W) AD(       ) 1
 DV2012  NAD 27      -  33 32 50.24150(N)    112 01 13.03410(W) AD(       ) 1
 DV2012  NGVD 29 (07/19/86)  795.0    (m)         2608.     (f) VERT ANG    3  
 DV2012
 DV2012.Superseded values are not recommended for survey control.
 DV2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2012.See file dsdata.txt to determine how the superseded data were derived.
 DV2012
 DV2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0521512434(NAD 83)
 DV2012_MARKER: DS = TRIANGULATION STATION DISK
 DV2012_SETTING: 66 = SET IN ROCK OUTCROP
 DV2012
 DV2012  HISTORY     - Date     Condition        Report By
 DV2012  HISTORY     - 1963     MONUMENTED       CGS
 DV2012  HISTORY     - 1972     POOR             USE
 DV2012  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DV2012  HISTORY     - 20041126 POOR             USPSQD
 DV2012
 DV2012                          STATION DESCRIPTION
 DV2012
 DV2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2012'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THE CENTER OF
 DV2012'DOWN TOWN BUSINESS DISTRICT OF PHOENIX, ABOUT 5 MILES EAST OF
 DV2012'BLACK CANYON HIGHWAY, ABOUT 2-1/2 MILES NORTH OF CAMELBACK
 DV2012'ROAD AND ON THE HIGHEST PEAK OF SQUAW PEAK MOUNTAIN.
 DV2012'
 DV2012'TO REACH FROM THE INTERSECTION OF EAST GLENDALE AVENUE AND
 DV2012'NORTH 16TH STREET IN THE NORTHEAST SECTION OF PHOENIX, GO EAST
 DV2012'ON EAST GLENDALE AVENUE FOR 0.9 MILE TO A BLACKTOP ROAD LEFT
 DV2012'JUST AFTER GOING AROUND A CURVE, TURN LEFT AND GO EASTERLY
 DV2012'AND THEN NORTHERLY ON BLACKTOP ROAD FOR 0.9 MILE TO DUG OUT
 DV2012'AREA ON LEFT, TURN LEFT AND GO ABOUT 100 YARDS TO END OF TRUCK
 DV2012'TRAVEL.  THE TRAIL STARTS ON THE NORTH EDGE OF DUG OUT AREA
 DV2012'AT A LONE CATUS, THE TRAIL GOES UP THE EAST SIDE OF MOUNTAIN
 DV2012'AND IS WELL MARKED.  (HOUR PACK).
 DV2012'
 DV2012'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED SQUAW
 DV2012'PEAK 1963, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2012'AND IS LOCATED IN THE HIGHEST PART OF THE PEAK.
 DV2012'
 DV2012'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SQUAW
 DV2012'PEAK NO 1 1963, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DV2012'BEDROCK LOCATED ON THE NORTH ONE OF TWO PEAKS AND IS ABOUT
 DV2012'10 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DV2012'
 DV2012'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SQUAW
 DV2012'PEAK NO 2 1963, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DV2012'BEDROCK LOCATED ON THE SOUTH ONE OF TWO PEAKS AND IS ABOUT
 DV2012'4 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DV2012'
 DV2012'AZIMUTH MARK, IS A U.S. RECLAMATION SERVICE BM DISK STAMPED
 DV2012'124330 FEET, IS SET IN A DRILL HOLE IN THE SOUTHEAST WING
 DV2012'WALL OF BRIDGE OVER ARIZONA CANAL.
 DV2012'
 DV2012'TO REACH THE AZIMUTH MARK (USBR) FROM THE INTERSECTION OF EAST
 DV2012'GLENDALE AVENUE AND NORTH 16TH STREET IN THE NORTHEAST SECTION
 DV2012'OF PHOENIX, GO NORTH ON NORTH 16TH STREET FOR 0.1 MILE TO
 DV2012'BRIDGE OVER ARIZONA CANAL AND MARK AS DESCRIBED.
 DV2012'
 DV2012'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DV2012
 DV2012                          STATION RECOVERY (1972)
 DV2012
 DV2012'RECOVERY NOTE BY US ENGINEERS 1972 (HB)
 DV2012'R.M. 1-DISC GONE, SHANK REMAINS.
 DV2012'
 DV2012'R.M. 2-DISC GONE, SHANK REMAINS.
 DV2012'
 DV2012'DESCRIPTION HOLDS.  BRASS DISC DESTROYED BY VANDELS.  REMAINS
 DV2012'OF SHANK AND DRILL HOLES ARE STILL EVIDENT.
 DV2012'
 DV2012'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 8 MILES
 DV2012'N.E. OF DOWNTOWN PHOENIX.
 DV2012
 DV2012                          STATION RECOVERY (1973)
 DV2012
 DV2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2012'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DV2012'WITH THE DISKS REMOVED FROM THE STEMS.  THE AZIMUTH MARK WAS
 DV2012'IN GOOD CONDITION.  A NEW STATION MARK WAS SET ON ORIGINAL
 DV2012'POSITION AND COUNTERSUNK 2 INCHES IN THE BEDROCK.  THE REFERENCE
 DV2012'MARK STEMS ARE PAINTED GREY AND CONSIDERED MORE PERMANENT
 DV2012'THAN NEW MARKS.  THE ANGLES TO THE REFERENCE MARK STEMS CHECK
 DV2012'THE 1963 DATA.  THE DISTANCES COULD NOT BE MEASURED AT THIS
 DV2012'TIME.  THE ROUTE TO THE STAION IS ADEQUATE.
 DV2012'
 DV2012'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2012'
 DV2012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 DV2012'NORTHEAST OF PHOENIX.
 DV2012
 DV2012                          STATION RECOVERY (2004)
 DV2012
 DV2012'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLB)
 DV2012'RECOVERED IN POOR CONDITION.  THE STATION IS AT THE VERY TOP OF SQUAW
 DV2012'PEAK.  THE MONUMENT IS BADLY SCARRED WITH THE STAMPING BARELY VISIBLE.
 DV2012'NOTE-- SQUAW PEAK HAS BEEN RENAMED PIESTIEWA PEAK AFTER THE FIRST
 DV2012'INDIAN WOMAN KILLED IN IRAQ.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8512 ***********************************************************************
 AH8512  DESIGNATION -  SRP
 AH8512  PID         -  AH8512
 AH8512  STATE/COUNTY-  AZ/MARICOPA
 AH8512  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AH8512
 AH8512                         *CURRENT SURVEY CONTROL
 AH8512  ___________________________________________________________________
 AH8512* NAD 83(1986)-  33 30 43.     (N)    111 50 21.     (W)     SCALED    
 AH8512* NAVD 88     -       393.083  (meters)    1289.64   (feet)  READJUSTED
 AH8512  ___________________________________________________________________
 AH8512  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AH8512  DYNAMIC HT  -         392.620 (meters)    1288.12  (feet)  COMP
 AH8512  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 AH8512
 AH8512  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AH8512
 AH8512.The horizontal coordinates were scaled from a topographic map and have
 AH8512.an estimated accuracy of +/- 6 seconds.
 AH8512
 AH8512.The orthometric height was determined by differential leveling
 AH8512.and adjusted in July 2002.
 AH8512.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AH8512.distribution rate of 0.0 thru 1.0 mm/km.
 AH8512.The height was derived from older observations constrained to new
 AH8512.heights in a crustal motion area.  The height is approximate in
 AH8512.relation to other heights in its vicinity.
 AH8512
 AH8512.The geoid height was determined by GEOID03.
 AH8512
 AH8512.The dynamic height is computed by dividing the NAVD 88
 AH8512.geopotential number by the normal gravity value computed on the
 AH8512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8512.degrees latitude (g = 980.6199 gals.).
 AH8512
 AH8512.The modeled gravity was interpolated from observed gravity values.
 AH8512
 AH8512;                    North         East    Units  Estimated Accuracy
 AH8512;SPC AZ C     -   278,530.      220,560.      MT  (+/- 180 meters Scaled)
 AH8512
 AH8512                          SUPERSEDED SURVEY CONTROL
 AH8512
 AH8512.No superseded survey control is available for this station.
 AH8512
 AH8512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC220083(NAD 83)
 AH8512_MARKER: DD = SURVEY DISK
 AH8512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8512_STAMPING: SRP 1988
 AH8512_MARK LOGO: SRP   
 AH8512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8512+STABILITY: SURFACE MOTION
 AH8512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8512+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 AH8512
 AH8512  HISTORY     - Date     Condition        Report By
 AH8512  HISTORY     - 1988     MONUMENTED       SRP
 AH8512  HISTORY     - 19990307 GOOD             NGS
 AH8512  HISTORY     - 20070404 GOOD             GEOCAC
 AH8512
 AH8512                          STATION DESCRIPTION
 AH8512
 AH8512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8512'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 AH8512'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 AH8512'5.5 KM (3.40 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 AH8512'ARIZONA CANAL, 24.5 M (80.4 FT) SOUTHWEST OF THE ROAD CENTER, 16.9 M
 AH8512'(55.4 FT) NORTHEAST OF THE NORTHEAST BANK OF A CANAL PARALLELING THE
 AH8512'ARIZONA CANAL, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE ROAD, ON THE
 AH8512'EXTENDED CENTER OF COUNTRY CLUB DRIVE, AND THE MONUMENT PROJECTS 0.3 M
 AH8512'(1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY
 AH8512'OWNED BY THE SALT RIVER PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ
 AH8512'85282, TELEPHONE NUMBER (602) 319-2495.
 AH8512
 AH8512                          STATION RECOVERY (2007)
 AH8512
 AH8512'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AH8512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0953 ***********************************************************************
 CG0953  DESIGNATION -  ST DAVID
 CG0953  PID         -  CG0953
 CG0953  STATE/COUNTY-  AZ/COCHISE
 CG0953  USGS QUAD   -  SAINT DAVID (1973)
 CG0953
 CG0953                         *CURRENT SURVEY CONTROL
 CG0953  ___________________________________________________________________
 CG0953* NAD 83(1992)-  31 55 33.26522(N)    110 13 59.58216(W)     ADJUSTED  
 CG0953* NAVD 88     -      1151.0    (meters)    3776.     (feet)  VERTCON   
 CG0953  ___________________________________________________________________
 CG0953  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CG0953  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0953  HORZ ORDER  -  FIRST
 CG0953
 CG0953.The horizontal coordinates were established by classical geodetic methods
 CG0953.and adjusted by the National Geodetic Survey in August 1993.
 CG0953
 CG0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0953
 CG0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0953
 CG0953.The geoid height was determined by GEOID03.
 CG0953
 CG0953;                    North         East     Units Scale Factor Converg.
 CG0953;SPC AZ E     -   102,653.889   207,067.002   MT  0.99990049   -0 02 06.7
 CG0953;SPC AZ E     -   336,790.97    679,353.68   iFT  0.99990049   -0 02 06.7
 CG0953;UTM  12      - 3,532,479.599   572,485.871   MT  0.99966480   +0 24 19.8
 CG0953
 CG0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0953!SPC AZ E     -   0.99982367  x   0.99990049  =   0.99972418
 CG0953!UTM  12      -   0.99982367  x   0.99966480  =   0.99948853
 CG0953
 CG0953|---------------------------------------------------------------------|
 CG0953| PID    Reference Object                     Distance      Geod. Az  |
 CG0953|                                                           dddmmss.s |
 CG0953| CC8298 ST DAVID RM 1                        17.010 METERS 01837     |
 CG0953| CG1193 ST DAVID RM 3 AZIMUTH               413.317 METERS 0963144.4 |
 CG0953| CG0975 AVIATION BEACON 45 A                APPROX.12.9 KM 2671547.9 |
 CG0953| CG0976 WHETSTONE SP RR WATER TANK          APPROX.10.1 KM 2863233.6 |
 CG0953| CC8299 ST DAVID RM 2                        16.755 METERS 29216     |
 CG0953| CG0967 BENSON MUN WATER TANK               APPROX. 8.0 KM 3062315.1 |
 CG0953| CG0966 BENSON SP RR STANDPIPE              APPROX. 7.2 KM 3110028.7 |
 CG0953| CG0970 BENSON SPRR WHITE TANK              APPROX. 6.4 KM 3120818.5 |
 CG0953|---------------------------------------------------------------------|
 CG0953
 CG0953                          SUPERSEDED SURVEY CONTROL
 CG0953
 CG0953  NAD 83(1986)-  31 55 33.25910(N)    110 13 59.57896(W) AD(       ) 1
 CG0953  NAD 27      -  31 55 32.95300(N)    110 13 57.32500(W) AD(       ) 1
 CG0953  NGVD 29 (07/19/86) 1150.2    (m)         3774.     (f) VERT ANG    3  
 CG0953
 CG0953.Superseded values are not recommended for survey control.
 CG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0953.See file dsdata.txt to determine how the superseded data were derived.
 CG0953
 CG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7248632480(NAD 83)
 CG0953_MARKER: DS = TRIANGULATION STATION DISK
 CG0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0953
 CG0953  HISTORY     - Date     Condition        Report By
 CG0953  HISTORY     - 1935     MONUMENTED       CGS
 CG0953  HISTORY     - 1946     GOOD             CGS
 CG0953  HISTORY     - 1960     GOOD             CGS
 CG0953  HISTORY     - 1962     GOOD             CGS
 CG0953  HISTORY     - 1967     GOOD             USAF
 CG0953  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 CG0953
 CG0953                          STATION DESCRIPTION
 CG0953
 CG0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0953'STATION IS LOCATED ON THE SUMMIT OF A RIDGE, ABOUT 1-3/4 MILES
 CG0953'NW OF ST. DAVID, IN SEC. 30, T. 17 S., R. 21 E., AND ON LAND
 CG0953'OWNED BY THE STATE AND LEASED BY MR. POST.
 CG0953'
 CG0953'TO REACH FROM BENSON, GO E AND S ON U.S. HIGHWAY 80 TO THE
 CG0953'BRIDGE CROSSING THE SAN PEDRO RIVER (ABOUT 5 MILES).  FROM THE E
 CG0953'END OF THE BRIDGE CONTINUE FOR ABOUT 0.7 MILE (OR TO THE THIRD LANE
 CG0953'LEADING TO THE LEFT).  TURN LEFT HERE AND FOLLOW LANE FOR 0.7 MILE
 CG0953'TO A DITCH AND A GATE ON THE OTHER SIDE.  PASS THROUGH THE GATE
 CG0953'AND TAKE THE LEFT FORK GOING 0.3 MILE.  PASS THROUGH ANOTHER GATE
 CG0953'AND CROSS THE WASH, THENCE TO THE TOP OF THE RIDGE
 CG0953'(APPROXIMATELY 0.5 MILE).  JUST AFTER REACHING THE CREST OF THE
 CG0953'RIDGE THE STATION WILL BE FOUND TO THE LEFT OF THE ROAD ABOUT 10
 CG0953'PACES AND ABOUT THE CENTER OF THE RIDGE.  (AZIMUTH MARK WILL
 CG0953'BE FOUND ABOUT 0.5 MILE E, ABOUT 30 FEET E OF THE ROAD.  THE
 CG0953'ROAD TURNS TO THE N JUST BEFORE REACHING THE MARK.)
 CG0953'
 CG0953'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CG0953'DISKS SET IN CONCRETE.
 CG0953
 CG0953                          STATION RECOVERY (1946)
 CG0953
 CG0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0953'THE 1935 DESCRIPTION FOR REACHING THE STATION, WITH THE DESCRIPTIONS
 CG0953'OF THE MARKS THEMSELVES, SEEMS ADEQUATE.  ALL MARKS RECOVERED IN
 CG0953'GOOD CONDITION.  SUBSTITUTE THE FOLLOWING INSTEAD OF THE ORIGINAL,
 CG0953'FOR REACHING THE AZIMUTH MARK.
 CG0953'
 CG0953'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE E ON THE
 CG0953'MAIN TRACK ROAD FOR 0.3 MILE TO WHERE THE ROAD JOGS TO THE LEFT
 CG0953'BEFORE CONTINUING E.  THE MARK IS 84 FEET SE OF THE CENTER OF THIS
 CG0953'JOG IN THE ROAD.  IT IS A BRONZE REFERENCE DISK, STAMPED ST.
 CG0953'DAVID AZIMUTH NO 3 1935.
 CG0953
 CG0953                          STATION RECOVERY (1960)
 CG0953
 CG0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0953'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CG0953'
 CG0953'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CG0953'
 CG0953'STATION IS LOCATED ON THE SUMMIT OF A LOW RIDGE, ABOUT 1-1/2
 CG0953'MILES NORTH AND 1/2 MILE WEST OF ST. DAVID, IN THE EAST CENTRAL
 CG0953'PART OF SECTION 30, R. 2 E., T. 17 S.  THE LAND THE STATION IS ON
 CG0953'IS USED FOR A GARBAGE DISPOSAL AREA.
 CG0953'
 CG0953'REACHED FROM THE POST OFFICE IN ST. DAVID BY GOING WEST ON U.S.
 CG0953'HIGHWAY 80 FOR 0.4 MILE TO CROSSROAD, TURN RIGHT, NORTH, AND
 CG0953'FOLLOW MACADAM AND DIRT ROAD FOR 1.4 MILES TO TOP OF RIDGE AND
 CG0953'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION
 CG0953'FOLLOW GRADED ROAD EASTERLY FOR 0.3 MILE TO THE MARK ON TH E
 CG0953'RIGHT.
 CG0953'
 CG0953'STATION MARK IS A STANDARD DISK, STAMPED ST DAVID 1935, SET IN
 CG0953'THE TOP OF A 14-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 CG0953'IT IS 64 FEET WEST OF THE CENTER OF A GRADED ROAD AND 4.3 FEET
 CG0953'SOUTHWEST OF A WITNESS POST.
 CG0953'
 CG0953'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ST DAVID NO 1 1935,
 CG0953'SET IN THE TOP OF A 14-INCH, SQUARE, CONCRETE POST PROJECTING 4
 CG0953'INCHES.  IT IS 70 FEET WEST OF THE CENTER OF THE ROAD AND 54
 CG0953'FEET NORTH OF THE WITNESS POST.
 CG0953'
 CG0953'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ST DAVID NO 2 1935,
 CG0953'SET IN THE TOP OF A 14-INCH, SQUARE, CONCRETE POST PROJECTING
 CG0953'6 INCHES.  IT IS 119 FEET WEST OF THE CENTER OF THE ROAD AND
 CG0953'58.9 FEET WEST OF THE WITNESS POST.
 CG0953'
 CG0953'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED ST DAVID
 CG0953'NO 3 1935, SET IN THE TOP OF A 14-INCH, SQUARE, CONCRETE POST
 CG0953'PROJECTING 4 INCHES.  IT IS 68 FEET EAST OF THE CENTER OF
 CG0953'THE GRADED ROAD.
 CG0953
 CG0953                          STATION RECOVERY (1962)
 CG0953
 CG0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0953'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 CG0953'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 CG0953'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CG0953'
 CG0953'THE STATION IS LOCATED 4-1/2 MILES SOUTHEAST OF BENSON, 1-3/4
 CG0953'MILES NORTHWEST OF ST DAVID ON THE SUMMIT OF A SMALL RIDGE, IN
 CG0953'SEC. 30.  T. 17 S, R. 21 E.
 CG0953'
 CG0953'TO REACH THE STATION FROM THE POST OFFICE IN ST DAVID, GO WEST ON
 CG0953'U.S. HIGHWAY 80 FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 CG0953'NORTH ON AN OILED AND GRAVELED ROAD FOR 1.05 MILES TO A DRY
 CG0953'WASH.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.4 MILE TO WHERE
 CG0953'THE ROAD TOPS OUT ON THE RIDGE.  TURN A SHARP LEFT AND GO WEST
 CG0953'ON A TRACK ROAD FOR ABOUT 90 PACES TO THE STATION ON THE RIGHT,
 CG0953'15 PACES NORTH OF A CURVE IN THE ROAD.
 CG0953'
 CG0953'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A GRAVELED
 CG0953'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CG0953'
 CG0953'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CG0953'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED
 CG0953'ST. DAVID 1935.  IT IS 24 FEET NORTH OF THE CENTER OF A TRACK
 CG0953'AND 4 FEET WEST OF A METAL WITNESS POST.
 CG0953'
 CG0953'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CG0953'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND
 CG0953'IS STAMPED ST. DAVID NO-1. 1935.  IT IS 59 FEET NORTH OF THE CENTER
 CG0953'OF A TRACK ROAD.
 CG0953'
 CG0953'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CG0953'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS
 CG0953'STAMPED ST. DAVID NO-2. 1935.  IT IS 51 FEET EAST OF THE CENTER
 CG0953'OF A TRACK ROAD.
 CG0953'
 CG0953'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 CG0953'OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES
 CG0953'AND IS STAMPED ST. DAVID AZIMUTH NO-3. 1935.  IT IS 65 FEET SOUTH
 CG0953'OF THE CENTER OF A GRAVELED ROAD AND 2.7 FEET SOUTH OF A METAL
 CG0953'WITNESS POST.
 CG0953
 CG0953                          STATION RECOVERY (1967)
 CG0953
 CG0953'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CG0953'RECOVERED STATION, REF MKS, AND AZ MK. AS DESCRIBED
 CG0953
 CG0953                          STATION RECOVERY (2006)
 CG0953
 CG0953'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0953'SEARCHED THE AREA IDENTIFIED BY THE ADJUSTED COORDINATES BUT DID NOT
 CG0953'RECOVER THE STATION, REFERENCE MARK 1 OR REFERENCE MARK 2. DID RECOVER
 CG0953'AZ MARK (CG1193).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1193 ***********************************************************************
 CG1193  DESIGNATION -  ST DAVID RM 3 AZIMUTH
 CG1193  PID         -  CG1193
 CG1193  STATE/COUNTY-  AZ/COCHISE
 CG1193  USGS QUAD   -  SAINT DAVID (1973)
 CG1193
 CG1193                         *CURRENT SURVEY CONTROL
 CG1193  ___________________________________________________________________
 CG1193* NAD 83(1992)-  31 55 31.73916(N)    110 13 43.95035(W)     ADJUSTED  
 CG1193* NAVD 88     -      1156.2    (meters)    3793.     (feet)  VERTCON   
 CG1193  ___________________________________________________________________
 CG1193  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 CG1193  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CG1193  HORZ ORDER  -  SECOND
 CG1193
 CG1193.The horizontal coordinates were established by classical geodetic methods
 CG1193.and adjusted by the National Geodetic Survey in August 1993.
 CG1193
 CG1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1193
 CG1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1193
 CG1193.The geoid height was determined by GEOID03.
 CG1193
 CG1193;                    North         East     Units Scale Factor Converg.
 CG1193;SPC AZ E     -   102,606.645   207,477.569   MT  0.99990043   -0 01 58.4
 CG1193;SPC AZ E     -   336,635.97    680,700.69   iFT  0.99990043   -0 01 58.4
 CG1193;UTM  12      - 3,532,435.524   572,896.692   MT  0.99966553   +0 24 28.1
 CG1193
 CG1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1193!SPC AZ E     -   0.99982285  x   0.99990043  =   0.99972330
 CG1193!UTM  12      -   0.99982285  x   0.99966553  =   0.99948844
 CG1193
 CG1193|---------------------------------------------------------------------|
 CG1193| PID    Reference Object                     Distance      Geod. Az  |
 CG1193|                                                           dddmmss.s |
 CG1193| CC8298 ST DAVID RM 1                        10.692 METERS 10204     |
 CG1193| CC8299 ST DAVID RM 2                        10.704 METERS 20853     |
 CG1193|---------------------------------------------------------------------|
 CG1193
 CG1193                          SUPERSEDED SURVEY CONTROL
 CG1193
 CG1193  NAD 83(1986)-  31 55 31.73322(N)    110 13 43.94607(W) AD(       ) 2
 CG1193  NGVD 29 (06/28/91) 1155.4    (m)         3791.     (f) VERT ANG    3  
 CG1193
 CG1193.Superseded values are not recommended for survey control.
 CG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1193.See file dsdata.txt to determine how the superseded data were derived.
 CG1193
 CG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7289732436(NAD 83)
 CG1193_MARKER: DS = TRIANGULATION STATION DISK
 CG1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1193+STABILITY: SURFACE MOTION
 CG1193
 CG1193  HISTORY     - Date     Condition        Report By
 CG1193  HISTORY     - 1935     MONUMENTED       CGS
 CG1193  HISTORY     - 1986     GOOD             AZDT
 CG1193  HISTORY     - 20060908 GOOD             GEOCAC
 CG1193
 CG1193                          STATION DESCRIPTION
 CG1193
 CG1193'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1193'THE STATION IS LOCATED 4-1/2 MILES SOUTHEAST OF BENSON AND 1-3/4 MILES
 CG1193'NORTHWEST OF ST. DAVID.  IT IS ON A RIDGE ABOUT 0.1 MILE NORTH OF A
 CG1193'LAND FILL.
 CG1193'
 CG1193'THE STATION MARK IS A STANDARD DISK STAMPED---ST DAVID AZIMUTH NO 3
 CG1193'1935---.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT.  THE MARK
 CG1193'IS 73 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 3 FEET SOUTH OF A
 CG1193'WITNESS POST.
 CG1193'
 CG1193'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL WEST
 CG1193'ALONG U.S. HIGHWAY 80 FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT AND
 CG1193'TRAVEL NORTH ON AN OILDED AND GRAVEL ROAD 1.05 MILES TO A WASH,
 CG1193'CONTINUE STRAIGHT AHEAD 0.4 MILE TO THE TOP OF RIDGE AND A LAND FILL
 CG1193'ON THE LEFT, CONTINUE NORTH FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CG1193
 CG1193                          STATION RECOVERY (2006)
 CG1193
 CG1193'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG1193'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG1193'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0468 ***********************************************************************
 ER0468  DESIGNATION -  ST JOHNS
 ER0468  PID         -  ER0468
 ER0468  STATE/COUNTY-  AZ/APACHE
 ER0468  USGS QUAD   -  MESA PARADA NW (1984)
 ER0468
 ER0468                         *CURRENT SURVEY CONTROL
 ER0468  ___________________________________________________________________
 ER0468* NAD 83(1992)-  34 27 35.33195(N)    109 11 38.17010(W)     ADJUSTED  
 ER0468* NAVD 88     -      2052.9    (meters)    6735.     (feet)  VERTCON   
 ER0468  ___________________________________________________________________
 ER0468  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 ER0468  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 ER0468  HORZ ORDER  -  FIRST
 ER0468
 ER0468.The horizontal coordinates were established by classical geodetic methods
 ER0468.and adjusted by the National Geodetic Survey in August 1993.
 ER0468
 ER0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0468
 ER0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0468
 ER0468.The geoid height was determined by GEOID03.
 ER0468
 ER0468;                    North         East     Units Scale Factor Converg.
 ER0468;SPC AZ E     -   384,083.662   302,731.018   MT  0.99999842   +0 33 01.6
 ER0468;SPC AZ E     - 1,260,117.00    993,212.00   iFT  0.99999842   +0 33 01.6
 ER0468;UTM  12      - 3,814,620.911   665,892.006   MT  0.99993922   +1 01 19.8
 ER0468
 ER0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0468!SPC AZ E     -   0.99968144  x   0.99999842  =   0.99967987
 ER0468!UTM  12      -   0.99968144  x   0.99993922  =   0.99962068
 ER0468
 ER0468|---------------------------------------------------------------------|
 ER0468| PID    Reference Object                     Distance      Geod. Az  |
 ER0468|                                                           dddmmss.s |
 ER0468| CD3686 ST JOHNS RM 1                        15.142 METERS 11438     |
 ER0468| CD3685 ST JOHNS AZ MK                                     1425457.1 |
 ER0468| CD3687 ST JOHNS RM 2                        11.450 METERS 21757     |
 ER0468|---------------------------------------------------------------------|
 ER0468
 ER0468                          SUPERSEDED SURVEY CONTROL
 ER0468
 ER0468  NAD 83(1986)-  34 27 35.33145(N)    109 11 38.17780(W) AD(       ) 1
 ER0468  NAD 27      -  34 27 35.17900(N)    109 11 35.85978(W) AD(       ) 1
 ER0468  NGVD 29 (07/19/86) 2052.0    (m)         6732.     (f) VERT ANG    3  
 ER0468
 ER0468.Superseded values are not recommended for survey control.
 ER0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0468.See file dsdata.txt to determine how the superseded data were derived.
 ER0468
 ER0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6589214621(NAD 83)
 ER0468_MARKER: DS = TRIANGULATION STATION DISK
 ER0468_SETTING: 66 = SET IN ROCK OUTCROP
 ER0468
 ER0468  HISTORY     - Date     Condition        Report By
 ER0468  HISTORY     - 1936     MONUMENTED       CGS
 ER0468  HISTORY     - 1958     GOOD             CGS
 ER0468  HISTORY     - 1967     GOOD             CGS
 ER0468  HISTORY     - 1979     GOOD             AZDT
 ER0468
 ER0468                          STATION DESCRIPTION
 ER0468
 ER0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0468'ABOUT 10 MILES (AIR LINE) ESE OF ST. JOHNS, IN SEC. 8 T. 12 N,
 ER0468'R. 30 E, ABOUT 2 MILES E OF THE W END OF A PROMINENT, PARTLY
 ER0468'TIMBERED MESA AND ON THE HIGHEST POINT OF THAT MESA, WHICH IS THE
 ER0468'HIGHEST POINT IN THE VICINITY.  THERE IS A LARGE CLEARING TO THE S
 ER0468'AND W OF THE STATION, WITH A SCATTERING OF SCRUB CEDARS TO THE
 ER0468'N AND E.
 ER0468'
 ER0468'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 ER0468'DRILL HOLES IN ROCK.
 ER0468'
 ER0468'REFERENCE MARK NO. 1 IS 49.69 FEET FROM THE STATION
 ER0468'S 65 DEG 22 MIN E.
 ER0468'
 ER0468'REFERENCE MARK NO. 2 IS 37.58 FEET FROM THE STATION
 ER0468'S 37 DEG 57 MIN W.
 ER0468'
 ER0468'AZIMUTH MARK IS 65 FEET N OF TRACK ROAD TO STATION, 0.05 MILE
 ER0468'E OF POINT WHERE THE ROAD TURNS N TO THE STATION, AND ABOUT
 ER0468'0.3 MILE FROM STATION S 37 DEG 05 MIN E.
 ER0468
 ER0468                          STATION RECOVERY (1958)
 ER0468
 ER0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 ER0468'STATION, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD
 ER0468'CONDITION.  TO REACH THE STATION FROM ST. JOHNS, ARIZONA, GO
 ER0468'EAST ALONG U.S. HIGHWAYS 666 AND 260, FROM THE JUNCTION OF U.S.
 ER0468'HIGHWAYS 666 AND 260 IN ST. JOHNS, FOR .4 MILE TO A DIRT ROAD
 ER0468'TO THE RIGHT.  FOLLOW THIS DIRT ROAD, WHICH CONTINUES ON FROM
 ER0468'THE PAVED HIGHWAY IN AN EASTERLY DIRECTION FOR 12.7 MILES TO THE
 ER0468'TOP OF A RISE AND A TRACK ROAD TO THE LEFT.  TURN LEFT ON THIS
 ER0468'TRACK ROAD, WHICH RUNS ALONG THE TOP OF A HIGH MESA, FOLLOW
 ER0468'FOR .7 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE IN
 ER0468'WESTERLY DIRECTION FOR 2.4 MILES TO THE TOP OF THE HIGHEST POINT
 ER0468'ON THE MESA.  THERE IS A LARGE CLEARING TO THE SOUTHEAST OF
 ER0468'THE STATION, AND ANOTHER TO THE SOUTHWEST WITH SCATTERED CEDARS
 ER0468'TO THE SOUTH AND TO THE NORTH.  REMAINS OF A 5 FT WOODEN TOWER
 ER0468'WERE STILL AT THE STATION SITE IN 1958.
 ER0468
 ER0468                          STATION RECOVERY (1967)
 ER0468
 ER0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ER0468'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ER0468'IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 ER0468'FOLLOWS.
 ER0468'
 ER0468'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS, GO
 ER0468'EAST ON U.S. HIGHWAY 666 AND STATE HIGHWAY 61 FOR 0.6 MILE TO A
 ER0468'GRAVELED ROAD ON THE RIGHT, JUST BEFORE THE HIGHWAY MAKES A LEFT
 ER0468'BEND.  TURN RIGHT OFF THE HIGHWAY ONTO THE GRAVELED FARM ROAD
 ER0468'AND GO EAST-SOUTHEASTERLY FOR 13.5 MILES TO A TRACK ROAD, LEFT AT
 ER0468'THE CREST OF THE MESA.  TURN LEFT ONTO THE TRACK ROAD AND GO
 ER0468'WEST FOR 0.8 MILE TO A FORK AND A WIRE GATE.  PASS THROUGH
 ER0468'THE GATE AND GO NORTH AND WEST ON A FAINT TRACK ROAD FOR 1.4
 ER0468'MILES TO A POINT WHERE THE TRACK ROAD BECOMES TOO FAINT TO
 ER0468'FOLLOW.  FROM HERE, THE STATION CAN BE SEEN TO THE WEST,
 ER0468'ABOUT 2 MILES.  IT IS THE SOUTH ONE OF TWO HIGH RIDGES.  THE
 ER0468'NORTHERN MOST RIDGE HAS A CLIFF WHICH DROPS SHARP ON THE NORTH
 ER0468'SIDE.  DRIVE CROSS COUNTRY FOR ABOUT 2.0 MILES TO THE HIGHEST
 ER0468'PART OF THE STATION RIDGE AND THE STATION WHICH IS LOCATED
 ER0468'IN FAIRLY OPEN RANGE WITH A FEW SCATTERED SCRUB CEDAR TREES.
 ER0468
 ER0468                          STATION RECOVERY (1979)
 ER0468
 ER0468'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0468'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ER0468'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDTION.  THE 1967 ROUTE TO
 ER0468'STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2110 ***********************************************************************
 DV2110  DESIGNATION -  ST JOHNS
 DV2110  PID         -  DV2110
 DV2110  STATE/COUNTY-  AZ/PINAL
 DV2110  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV2110
 DV2110                         *CURRENT SURVEY CONTROL
 DV2110  ___________________________________________________________________
 DV2110* NAD 83(1992)-  33 14 35.67617(N)    112 11 46.69533(W)     ADJUSTED  
 DV2110* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 DV2110  ___________________________________________________________________
 DV2110  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DV2110  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV2110  HORZ ORDER  -  FIRST
 DV2110
 DV2110.The horizontal coordinates were established by classical geodetic methods
 DV2110.and adjusted by the National Geodetic Survey in August 1993.
 DV2110
 DV2110.The orthometric height was scaled from a topographic map.
 DV2110
 DV2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2110
 DV2110.The geoid height was determined by GEOID03.
 DV2110
 DV2110;                    North         East     Units Scale Factor Converg.
 DV2110;SPC AZ C     -   248,761.007   187,301.477   MT  0.99990837   -0 09 11.9
 DV2110;SPC AZ C     -   816,145.04    614,506.16   iFT  0.99990837   -0 09 11.9
 DV2110;UTM  12      - 3,678,891.336   388,550.642   MT  0.99975314   -0 39 21.2
 DV2110
 DV2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2110!SPC AZ C     -   0.99993759  x   0.99990837  =   0.99984596
 DV2110!UTM  12      -   0.99993759  x   0.99975314  =   0.99969074
 DV2110
 DV2110|---------------------------------------------------------------------|
 DV2110| PID    Reference Object                     Distance      Geod. Az  |
 DV2110|                                                           dddmmss.s |
 DV2110| CH5478 ST JOHNS RM 1                        16.900 METERS 06621     |
 DV2110| CH5477 ST JOHNS AZ MK                                     0720101.1 |
 DV2110| CH5479 ST JOHNS RM 2                        16.405 METERS 15543     |
 DV2110|---------------------------------------------------------------------|
 DV2110
 DV2110                          SUPERSEDED SURVEY CONTROL
 DV2110
 DV2110  NAD 83(1986)-  33 14 35.66950(N)    112 11 46.70047(W) AD(       ) 1
 DV2110  NAD 27      -  33 14 35.49575(N)    112 11 44.15980(W) AD(       ) 1
 DV2110
 DV2110.Superseded values are not recommended for survey control.
 DV2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2110.See file dsdata.txt to determine how the superseded data were derived.
 DV2110
 DV2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8855178891(NAD 83)
 DV2110
 DV2110  HISTORY     - Date     Condition        Report By
 DV2110  HISTORY     - 1935     MONUMENTED       CGS
 DV2110  HISTORY     - 1936     GOOD             CGS
 DV2110  HISTORY     - 19880106 GOOD             LOCSUR
 DV2110
 DV2110                          STATION DESCRIPTION
 DV2110
 DV2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DV2110'ABOUT 18 MILES SOUTHWEST OF PHOENIX, ABOUT 3 MILES, AIR LINE,
 DV2110'SOUTH-SOUTHWEST OF THE ST. JOHNS INDIAN SCHOOL ABOUT THREE-FOURTHS
 DV2110'MILE SOUTHWEST OF THE SANTA CRUZ RIVER, ON THE WEST ONE OF
 DV2110'TWO RIDGES THAT EXTEND INTO THE VALLEY TO THE NORTH.  THIS
 DV2110'RIDGE OVERLOOKS A RIDGE TO THE EASTWARD, OR A FORK OF THE SAME
 DV2110'RIDGE, WHICH FORKS ABOUT 200 YARDS SOUTH OF THE STATION.  FROM
 DV2110'CANYON THAT FORMS THE TWO RIDGES, THE STATION IS ON THE FIRST
 DV2110'BENCH BELOW THE HEAD OF THE CANYON AND ON THE WEST RIDGE.
 DV2110'MARKED BY A STANDARD BRONZE DISK.
 DV2110'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DV2110'IS 16.90 METERS (55.45 FEET) FROM STATION N 66 DEG 21 MIN E.
 DV2110'REFERENCE MARK NO. 2, A STANDARD BRONZE
 DV2110'REFERENCE DISK IS 16.405 METERS (53.82 FEET) FROM
 DV2110'STATION S 24 DEG 17 MIN E.  AZIMUTH MARK (1936), A
 DV2110'STANDARD BRONZE DISK IS ABOUT 200 YARDS BACK FROM
 DV2110'THE EXTREME END OF THE ROCKY RIDGE JUST EAST OF THE
 DV2110'STATION AND ONE-FOURTH MILE FROM STATION N 72 DEG 01 MIN E.
 DV2110
 DV2110                          STATION RECOVERY (1988)
 DV2110
 DV2110'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (EK)
 DV2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0144 ***********************************************************************
 CH0144  DESIGNATION -  STA 1
 CH0144  PID         -  CH0144
 CH0144  STATE/COUNTY-  AZ/PIMA
 CH0144  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0144
 CH0144                         *CURRENT SURVEY CONTROL
 CH0144  ___________________________________________________________________
 CH0144* NAD 83(1992)-  31 57 04.23836(N)    113 03 02.63090(W)     ADJUSTED  
 CH0144* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 CH0144  ___________________________________________________________________
 CH0144  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CH0144  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 CH0144  HORZ ORDER  -  THIRD
 CH0144
 CH0144.The horizontal coordinates were established by classical geodetic methods
 CH0144.and adjusted by the National Geodetic Survey in August 1993.
 CH0144
 CH0144.The orthometric height was scaled from a topographic map.
 CH0144
 CH0144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0144
 CH0144.The geoid height was determined by GEOID03.
 CH0144
 CH0144;                    North         East     Units Scale Factor Converg.
 CH0144;SPC AZ C     -   106,015.325   106,149.590   MT  1.00004171   -0 36 00.7
 CH0144;SPC AZ C     -   347,819.31    348,259.81   iFT  1.00004171   -0 36 00.7
 CH0144;UTM  12      - 3,536,860.176   306,176.599   MT  1.00006333   -1 05 08.1
 CH0144
 CH0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0144!SPC AZ C     -   0.99995761  x   1.00004171  =   0.99999931
 CH0144!UTM  12      -   0.99995761  x   1.00006333  =   1.00002093
 CH0144
 CH0144:                Primary Azimuth Mark                     Grid Az
 CH0144:SPC AZ C     -  BOUNDARY MON 173 MX US                   289 25 45.2
 CH0144:UTM  12      -  BOUNDARY MON 173 MX US                   289 54 52.6
 CH0144
 CH0144|---------------------------------------------------------------------|
 CH0144| PID    Reference Object                     Distance      Geod. Az  |
 CH0144|                                                           dddmmss.s |
 CH0144| CH0141 BOUNDARY MON 173 MX US              APPROX. 2.3 KM 2884944.5 |
 CH0144|---------------------------------------------------------------------|
 CH0144
 CH0144                          SUPERSEDED SURVEY CONTROL
 CH0144
 CH0144  NAD 83(1986)-  31 57 04.21743(N)    113 03 02.62815(W) AD(       ) 3
 CH0144
 CH0144.Superseded values are not recommended for survey control.
 CH0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0144.See file dsdata.txt to determine how the superseded data were derived.
 CH0144
 CH0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA0617736860(NAD 83)
 CH0144_MARKER: Z = SEE DESCRIPTION
 CH0144_SETTING: 0 = UNSPECIFIED SETTING
 CH0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0144
 CH0144  HISTORY     - Date     Condition        Report By
 CH0144  HISTORY     - 1962     MONUMENTED       AMS
 CH0144
 CH0144                          STATION DESCRIPTION
 CH0144
 CH0144'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 CH0144'FIELD WORK DONE BY AMS.  ESTABLISHED ONLY AS TURNING POINT IN ET.
 CH0144'NOT RECOVERABLE, NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0124 ***********************************************************************
 FR0124  DESIGNATION -  STA 19
 FR0124  PID         -  FR0124
 FR0124  STATE/COUNTY-  AZ/COCONINO
 FR0124  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0124
 FR0124                         *CURRENT SURVEY CONTROL
 FR0124  ___________________________________________________________________
 FR0124* NAD 83(1986)-  35 13 00.     (N)    112 21 01.     (W)     SCALED    
 FR0124* NAVD 88     -      1865.750  (meters)    6121.21   (feet)  ADJUSTED  
 FR0124  ___________________________________________________________________
 FR0124  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 FR0124  DYNAMIC HT  -        1863.194 (meters)    6112.83  (feet)  COMP
 FR0124  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 FR0124
 FR0124  VERT ORDER  -  SECOND    CLASS 0
 FR0124
 FR0124.The horizontal coordinates were scaled from a topographic map and have
 FR0124.an estimated accuracy of +/- 6 seconds.
 FR0124
 FR0124.The orthometric height was determined by differential leveling
 FR0124.and adjusted in June 1991.
 FR0124
 FR0124.The geoid height was determined by GEOID03.
 FR0124
 FR0124.The dynamic height is computed by dividing the NAVD 88
 FR0124.geopotential number by the normal gravity value computed on the
 FR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0124.degrees latitude (g = 980.6199 gals.).
 FR0124
 FR0124.The modeled gravity was interpolated from observed gravity values.
 FR0124
 FR0124;                    North         East    Units  Estimated Accuracy
 FR0124;SPC AZ C     -   467,700.      173,890.      MT  (+/- 180 meters Scaled)
 FR0124
 FR0124                          SUPERSEDED SURVEY CONTROL
 FR0124
 FR0124  NGVD 29 (??/??/92) 1864.818  (m)         6118.16   (f) ADJ UNCH    2 0
 FR0124
 FR0124.Superseded values are not recommended for survey control.
 FR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0124.See file dsdata.txt to determine how the superseded data were derived.
 FR0124
 FR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD771979(NAD 83)
 FR0124_MARKER: DD = SURVEY DISK
 FR0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FR0124_SP_SET: CULVERT
 FR0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0124
 FR0124  HISTORY     - Date     Condition        Report By
 FR0124  HISTORY     - UNK      MONUMENTED       AZHD
 FR0124  HISTORY     - 1960     GOOD             NGS
 FR0124  HISTORY     - 1974     MARK NOT FOUND   USGS
 FR0124  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0124
 FR0124                          STATION DESCRIPTION
 FR0124
 FR0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FR0124'7.5 MI E FROM ASH FORK.
 FR0124'ONE BLOCK SOUTH OF THE POST OFFICE IN ASH FORK, THENCE 7.9 MILES EAST
 FR0124'ALONG U.S. HIGHWAY 66, 0.25 MILE WEST OF MILEPOST 173, SET IN A DRILL
 FR0124'HOLE IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL OF A CONCRETE
 FR0124'CULVERT.
 FR0124
 FR0124                          STATION RECOVERY (1974)
 FR0124
 FR0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FR0124'MARK NOT FOUND.
 FR0124
 FR0124                          STATION RECOVERY (1982)
 FR0124
 FR0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0124'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0145 ***********************************************************************
 CH0145  DESIGNATION -  STA 2
 CH0145  PID         -  CH0145
 CH0145  STATE/COUNTY-  AZ/PIMA
 CH0145  USGS QUAD   -  WEST OF QUITOBAQUITO SPRINGS (1988)
 CH0145
 CH0145                         *CURRENT SURVEY CONTROL
 CH0145  ___________________________________________________________________
 CH0145* NAD 83(1992)-  31 58 57.62133(N)    113 09 19.05007(W)     ADJUSTED  
 CH0145* NAVD 88     -       372.1    (meters)    1221.     (feet)  VERTCON   
 CH0145  ___________________________________________________________________
 CH0145  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CH0145  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CH0145  HORZ ORDER  -  THIRD
 CH0145
 CH0145.The horizontal coordinates were established by classical geodetic methods
 CH0145.and adjusted by the National Geodetic Survey in August 1993.
 CH0145
 CH0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0145
 CH0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0145
 CH0145.The geoid height was determined by GEOID03.
 CH0145
 CH0145;                    North         East     Units Scale Factor Converg.
 CH0145;SPC AZ C     -   109,616.063    96,304.098   MT  1.00006893   -0 39 22.1
 CH0145;SPC AZ C     -   359,632.75    315,958.33   iFT  1.00006893   -0 39 22.1
 CH0145;UTM  12      - 3,540,544.348   296,361.664   MT  1.00011144   -1 08 31.1
 CH0145
 CH0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0145!SPC AZ C     -   0.99994673  x   1.00006893  =   1.00001565
 CH0145!UTM  12      -   0.99994673  x   1.00011144  =   1.00005816
 CH0145
 CH0145:                Primary Azimuth Mark                     Grid Az
 CH0145:SPC AZ C     -  BOUNDARY MON 176 MX US                   290 48 58.4
 CH0145:UTM  12      -  BOUNDARY MON 176 MX US                   291 18 07.4
 CH0145
 CH0145|---------------------------------------------------------------------|
 CH0145| PID    Reference Object                     Distance      Geod. Az  |
 CH0145|                                                           dddmmss.s |
 CH0145| CH0143 BOUNDARY MON 176 MX US              APPROX. 4.3 KM 2900936.3 |
 CH0145|---------------------------------------------------------------------|
 CH0145
 CH0145                          SUPERSEDED SURVEY CONTROL
 CH0145
 CH0145  NAD 83(1986)-  31 58 57.59892(N)    113 09 19.04604(W) AD(       ) 3
 CH0145  NGVD 29 (06/20/88)  371.4    (m)         1219.     (f) VERT ANG    3  
 CH0145
 CH0145.Superseded values are not recommended for survey control.
 CH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0145.See file dsdata.txt to determine how the superseded data were derived.
 CH0145
 CH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RTA9636240544(NAD 83)
 CH0145_MARKER: Z = SEE DESCRIPTION
 CH0145_SETTING: 0 = UNSPECIFIED SETTING
 CH0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0145
 CH0145  HISTORY     - Date     Condition        Report By
 CH0145  HISTORY     - 1962     MONUMENTED       AMS
 CH0145
 CH0145                          STATION DESCRIPTION
 CH0145
 CH0145'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 CH0145'FIELD WORK DONE BY AMS.  ESTABLISHED ONLY AS TURNING POINT IN ET.
 CH0145'NOT RECOVERABLE, NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1300 ***********************************************************************
 CY1300  FBN         -  This is a Federal Base Network Control Station.
 CY1300  DESIGNATION -  STA 927.72
 CY1300  PID         -  CY1300
 CY1300  STATE/COUNTY-  AZ/GREENLEE
 CY1300  USGS QUAD   -  YORK (1986)
 CY1300
 CY1300                         *CURRENT SURVEY CONTROL
 CY1300  ___________________________________________________________________
 CY1300* NAD 83(2007)-  32 55 48.34331(N)    109 12 30.52409(W)     ADJUSTED  
 CY1300* NAVD 88     -      1058.7    (meters)    3473.     (feet)  GPS OBS   
 CY1300  ___________________________________________________________________
 CY1300  EPOCH DATE  -        2007.00
 CY1300  X           -  -1,763,329.592 (meters)                     COMP
 CY1300  Y           -  -5,061,181.124 (meters)                     COMP
 CY1300  Z           -   3,448,015.626 (meters)                     COMP
 CY1300  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CY1300  ELLIP HEIGHT-        1032.925 (meters)          (02/10/07) ADJUSTED
 CY1300  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CY1300
 CY1300  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY1300  Type    PID    Designation                      North   East  Ellip
 CY1300  -------------------------------------------------------------------
 CY1300  NETWORK CY1300 STA 927.72                        0.33   0.31   0.88
 CY1300  -------------------------------------------------------------------
 CY1300
 CY1300.The horizontal coordinates were established by GPS observations
 CY1300.and adjusted by the National Geodetic Survey in February 2007.
 CY1300
 CY1300.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY1300.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY1300.The horizontal coordinates are valid at the epoch date displayed above.
 CY1300.The epoch date for horizontal control is a decimal equivalence
 CY1300.of Year/Month/Day.
 CY1300
 CY1300.The orthometric height was determined by GPS observations and a
 CY1300.high-resolution geoid model.
 CY1300
 CY1300.Photographs are available for this station.
 CY1300
 CY1300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1300
 CY1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1300
 CY1300.The ellipsoidal height was determined by GPS observations
 CY1300.and is referenced to NAD 83.
 CY1300
 CY1300.The geoid height was determined by GEOID03.
 CY1300
 CY1300;                    North         East     Units Scale Factor Converg.
 CY1300;SPC AZ E     -   214,406.974   302,969.034   MT  0.99999898   +0 31 15.3
 CY1300;SPC AZ E     -   703,434.95    993,992.89   iFT  0.99999898   +0 31 15.3
 CY1300;UTM  12      - 3,644,961.191   667,499.536   MT  0.99994594   +0 58 26.9
 CY1300
 CY1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1300!SPC AZ E     -   0.99983785  x   0.99999898  =   0.99983683
 CY1300!UTM  12      -   0.99983785  x   0.99994594  =   0.99978380
 CY1300
 CY1300                          SUPERSEDED SURVEY CONTROL
 CY1300
 CY1300  ELLIP H (09/30/99) 1032.944  (m)                       GP(       ) 3 1
 CY1300  NAD 83(1986)-  32 55 48.34821(N)    109 12 30.52514(W) AD(       ) B
 CY1300  NAD 83(1992)-  32 55 48.34293(N)    109 12 30.52296(W) AD(       ) A
 CY1300  ELLIP H (09/30/92) 1032.997  (m)                       GP(       ) 2 1
 CY1300
 CY1300.Superseded values are not recommended for survey control.
 CY1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1300.See file dsdata.txt to determine how the superseded data were derived.
 CY1300
 CY1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6750044961(NAD 83)
 CY1300_MARKER: DD = SURVEY DISK
 CY1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY1300_SP_SET: CULVERT HEADWALL
 CY1300_STAMPING: STA 927.72 ELEV. 3471.44
 CY1300_MARK LOGO: AZDT  
 CY1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1300+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 CY1300
 CY1300  HISTORY     - Date     Condition        Report By
 CY1300  HISTORY     - 1992     MONUMENTED       AZDT
 CY1300  HISTORY     - 19981104 GOOD             NGS
 CY1300  HISTORY     - 19990310 GOOD             NGS
 CY1300  HISTORY     - 20050616 GOOD             WOOLPT
 CY1300
 CY1300                          STATION DESCRIPTION
 CY1300
 CY1300'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1992
 CY1300'THE STATION IS LOCATED ABOUT 48.4 KM (30.1 MI) EAST OF SAFFORD, 17.7
 CY1300'KM (11.0 MI) SOUTHEAST OF CLIFTON, 3.2 KM (2.0 MI) SOUTHEAST OF THE
 CY1300'JUNCTION OF STATE HIGHWAY 75 AND U.S. HIGHWAY 666, IN A CONCRETE BOX
 CY1300'CULVERT HEADWALL UNDER HIGHWAY 75 AND 0.88 KM (0.55 MI) SOUTHEAST OF
 CY1300'MILE POST 397.  OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.
 CY1300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 666 AND STATE
 CY1300'HIGHWAYS 78 AND 75, ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF CLIFTON, GO
 CY1300'SOUTHEAST ON STATE HIGHWAY 75 FOR 3.1 KM (1.9 MI) TO THE STATION ON
 CY1300'THE LEFT AT A BOX CULVERT UNDER HIGHWAY.
 CY1300'THE STATION IS AN AZDOT DISK SET IN THE TOP AND CENTER OF THE NORTH
 CY1300'SEVEN FOOT CONCRETE HEADWALL OF A BOX CULVERT UNDER HIGHWAY.  LOCATED
 CY1300'19.8 M (65.0 FT) WEST OF THE CENTER OF AN ASPHALT DRIVE APRON, 6.7 M
 CY1300'(22.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT FLUSH WITH
 CY1300'THE HIGHWAY.
 CY1300
 CY1300                          STATION RECOVERY (1998)
 CY1300
 CY1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CY1300'RECOVERED AS DESCRIBED.  STATE HIGHWAY 666 HAS BEEN RENAMED TO US
 CY1300'HIGHWAY 191.
 CY1300
 CY1300                          STATION RECOVERY (1999)
 CY1300
 CY1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CY1300'RECOVERED AS DESCRIBED.
 CY1300
 CY1300                          STATION RECOVERY (2005)
 CY1300
 CY1300'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 CY1300'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED 48.4 KM
 CY1300'(30.1 MI) EAST OF SAFFORD, ARIZONA AND 17.7 KM (11.0 MI) SOUTHEAST OF
 CY1300'CLIFTON, ARIZONA AND 3.2 KM (2.0 MI) SOUTHEAST OF THE  JUNCTION OF
 CY1300'STATE HIGHWAYS 78 AND 75 AND US HIGHWAY 191, AND 0.9 KM (0.55 MI)
 CY1300'SOUTHEAST OF MILE POST 397.
 CY1300' 
 CY1300'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 CY1300'AND US HIGHWAY 191.  GO SOUTHEAST ON STATE HIGHWAY 75 FOR 3.1 KM (1.9
 CY1300'MI) TO  THE STATION ON THE LEFT IN THE HEADWALL OF A BOX CULVERT.
 CY1300' 
 CY1300'THE MARK IS A AZDOT DISK SET IN THE CENTER OF THE NORTH HEADWALL OF A
 CY1300'BOX CULVERT. IT IS 19.8 M (65.0 FT) WEST OF THE CENTER OF AN ASPHALT
 CY1300'DRIVEWAY, 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 75,
 CY1300'AND ABOUT FLUSH WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1954 ***********************************************************************
 DU1954  DESIGNATION -  STA BL 2
 DU1954  PID         -  DU1954
 DU1954  STATE/COUNTY-  AZ/GRAHAM
 DU1954  USGS QUAD   -  GERONIMO (1989)
 DU1954
 DU1954                         *CURRENT SURVEY CONTROL
 DU1954  ___________________________________________________________________
 DU1954* NAD 83(1992)-  33 05 09.63397(N)    110 03 23.55801(W)     ADJUSTED  
 DU1954* NAVD 88     -       809.4    (meters)    2656.     (feet)  VERTCON   
 DU1954  ___________________________________________________________________
 DU1954  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DU1954  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1954  HORZ ORDER  -  SECOND
 DU1954
 DU1954.The horizontal coordinates were established by classical geodetic methods
 DU1954.and adjusted by the National Geodetic Survey in August 1993.
 DU1954
 DU1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1954
 DU1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1954
 DU1954.The geoid height was determined by GEOID03.
 DU1954
 DU1954;                    North         East     Units Scale Factor Converg.
 DU1954;SPC AZ E     -   231,294.877   223,640.305   MT  0.99990130   +0 03 36.4
 DU1954;SPC AZ E     -   758,841.46    733,728.03   iFT  0.99990130   +0 03 36.4
 DU1954;UTM  12      - 3,661,217.784   588,049.747   MT  0.99969559   +0 30 54.2
 DU1954
 DU1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1954!SPC AZ E     -   0.99987719  x   0.99990130  =   0.99977850
 DU1954!UTM  12      -   0.99987719  x   0.99969559  =   0.99957282
 DU1954
 DU1954                          SUPERSEDED SURVEY CONTROL
 DU1954
 DU1954  NAD 83(1986)-  33 05 09.62946(N)    110 03 23.55794(W) AD(       ) 2
 DU1954  NAD 27      -  33 05 09.42100(N)    110 03 21.25000(W) AD(       ) 2
 DU1954  NGVD 29 (07/19/86)  808.8    (m)         2654.     (f) VERT ANG    3  
 DU1954
 DU1954.Superseded values are not recommended for survey control.
 DU1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1954.See file dsdata.txt to determine how the superseded data were derived.
 DU1954
 DU1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8805061218(NAD 83)
 DU1954_MARKER: Z = SEE DESCRIPTION
 DU1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1954+STABILITY: SURFACE MOTION
 DU1954
 DU1954  HISTORY     - Date     Condition        Report By
 DU1954  HISTORY     - 1945     MONUMENTED       LOCENG
 DU1954
 DU1954                          STATION DESCRIPTION
 DU1954
 DU1954'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (RAM)
 DU1954'THIS MARK CONNECTED TO STATION GERON BY DIRECT MEASUREMENTS.
 DU1954'
 DU1954'STATION IS LOCATED ON THE S SIDE OF U.S. HIGHWAY 70 AT THE E
 DU1954'BOUNDARY OF THE SAN CARLOS INDIAN RESERVATION.  IT IS ABOUT
 DU1954'4-1/2 MILES (AIR LINE) SE OF BYLAS AND 1-1/2 MILES NW OF GERONIMO.
 DU1954'IT IS 66.760 FEET OR 20.349 METERS SSW OF TRIANGULATION STATION
 DU1954'GERON.  IT IS CONNECTED TO THIS STATION.  IT IS 1 FOOT E OF THE
 DU1954'N-S BOUNDARY FENCE, 2-1/2 FEET N OF AN E-W FENCE, ABOUT 210 FEET
 DU1954'SW OF THE CENTER LINE OF U.S. HIGHWAY 70.  IT IS MARKED BY A
 DU1954'STANDARD PHELPS-DODGE CORPORATION SQUARE SHEET METAL
 DU1954'TRIANGULATION STATION MARK SET IN THE TOP OF A SQUARE CONCRETE
 DU1954'POST WHICH PROJECTS 7 INCHES ABOVE THE GROUND AND IS
 DU1954'STAMPED B.L. 2 1943.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1380 ***********************************************************************
 CZ1380  DESIGNATION -  STAN
 CZ1380  PID         -  CZ1380
 CZ1380  STATE/COUNTY-  AZ/PINAL
 CZ1380  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1380
 CZ1380                         *CURRENT SURVEY CONTROL
 CZ1380  ___________________________________________________________________
 CZ1380* NAD 83(1992)-  32 59 47.51413(N)    111 44 51.82862(W)     ADJUSTED  
 CZ1380* NAVD 88     -       476.71   (+/-2cm)    1564.0    (feet)  VERTCON   
 CZ1380  ___________________________________________________________________
 CZ1380  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ1380  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1380  HORZ ORDER  -  SECOND
 CZ1380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1380
 CZ1380.The horizontal coordinates were established by classical geodetic methods
 CZ1380.and adjusted by the National Geodetic Survey in August 1993.
 CZ1380
 CZ1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1380.The vertical order pertains to the NGVD 29 superseded value.
 CZ1380
 CZ1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1380
 CZ1380.The geoid height was determined by GEOID03.
 CZ1380
 CZ1380;                    North         East     Units Scale Factor Converg.
 CZ1380;SPC AZ C     -   221,379.606   229,146.707   MT  0.99990307   +0 05 31.2
 CZ1380;SPC AZ C     -   726,311.04    751,793.66   iFT  0.99990307   +0 05 31.2
 CZ1380;UTM  12      - 3,651,150.683   430,146.617   MT  0.99966016   -0 24 26.0
 CZ1380
 CZ1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1380!SPC AZ C     -   0.99992987  x   0.99990307  =   0.99983295
 CZ1380!UTM  12      -   0.99992987  x   0.99966016  =   0.99959005
 CZ1380
 CZ1380|---------------------------------------------------------------------|
 CZ1380| PID    Reference Object                     Distance      Geod. Az  |
 CZ1380|                                                           dddmmss.s |
 CZ1380| CZ1381 STAN RM 1                            46.139 METERS 05314     |
 CZ1380| DU2118 SACATON PEAK AIR BEACON             APPROX. 6.9 KM 0834314.2 |
 CZ1380| CH5491 STAN AZ MK                                         2274422.8 |
 CZ1380| CH5481 ROUTE 93 STA 1320+00 1560.31                       3193950.7 |
 CZ1380| CZ1379 STAN RM 2                            22.555 METERS 32630     |
 CZ1380|---------------------------------------------------------------------|
 CZ1380
 CZ1380                          SUPERSEDED SURVEY CONTROL
 CZ1380
 CZ1380  NAD 83(1986)-  32 59 47.50725(N)    111 44 51.83078(W) AD(       ) 2
 CZ1380  NAD 27      -  32 59 47.30000(N)    111 44 49.35560(W) AD(       ) 2
 CZ1380  NGVD 29 (??/??/92)  476.176  (m)         1562.25   (f) ADJ UNCH    2 0
 CZ1380
 CZ1380.Superseded values are not recommended for survey control.
 CZ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1380.See file dsdata.txt to determine how the superseded data were derived.
 CZ1380
 CZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3014751151(NAD 83)
 CZ1380_MARKER: DS = TRIANGULATION STATION DISK
 CZ1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1380_STAMPING: STAN 1962
 CZ1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1380+STABILITY: SURFACE MOTION
 CZ1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1380+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 CZ1380
 CZ1380  HISTORY     - Date     Condition        Report By
 CZ1380  HISTORY     - 1962     MONUMENTED       CGS
 CZ1380  HISTORY     - 1962     GOOD             CGS
 CZ1380  HISTORY     - 1972     GOOD             NGS
 CZ1380  HISTORY     - 20041013 GOOD             MHD
 CZ1380  HISTORY     - 20060912 GOOD             GEOCAC
 CZ1380
 CZ1380                          STATION DESCRIPTION
 CZ1380
 CZ1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1380'STATION IS LOCATED ABOUT 8 MILES NORTH OF CASA GRANDE, ABOUT
 CZ1380'1/2 MILE EAST OF THE JUNCTION OF STATE ROUTES 93 AND 187 AND
 CZ1380'IN CLEARED LINE FOR PROPOSED INTERSTATE HIGHWAY.
 CZ1380'
 CZ1380'TO REACH FROM THE POST OFFICE IN CASA GRANDE, GO WEST ON
 CZ1380'STATE ROUTE 93 FOR 0.2 MILE TO SIGN (GILA BEND, PHOENIX),
 CZ1380'TURN RIGHT AND GO NORTH ON STATE ROUTE 93 FOR 8 MILES TO
 CZ1380'JUNCTION OF STATE ROUTE 93 AND 187, KEEP RIGHT AND FOLLOW STATE
 CZ1380'ROUTE 187 EASTERLY FOR 0.65 MILE TO TRACK ROAD RIGHT AT
 CZ1380'CLEARED LINE FOR INTERSTATE HIGHWAY, TURN RIGHT AND GO
 CZ1380'SOUTHEAST FOLLOWING TRACK ROAD ALONG CLEARED LINE FOR 0.5
 CZ1380'MILE TO A FENCE AND STATION.
 CZ1380'
 CZ1380'STATION MARK, A STANDARD TRAVERSE DISK STAMPED STAN 1962, IS
 CZ1380'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 CZ1380'4 INCHES.  THE MARK IS IN CENTER OF PROPOSED INTERSTATE HIGHWAY,
 CZ1380'8.5 FEET NORTH-NORTHWEST OF THE WITNESS POST AND 6 FEET NORTH
 CZ1380'OF FENCE.
 CZ1380'
 CZ1380'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED STAN NO 1
 CZ1380'1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 CZ1380'ABOUT 8 INCHES ABOVE THE GROUND.  THE MARK IS 154 FEET NORTHEAST
 CZ1380'OF THE WITNESS POST, 97 FEET NORTH OF FENCE AND 6 INCHES SOUTHWEST
 CZ1380'OF A YELLOW WITNESS POST.
 CZ1380'
 CZ1380'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED STAN
 CZ1380'NO 2 1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 CZ1380'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 82
 CZ1380'FEET NORTHWEST OF THE WITNESS POST, 68 FEET NORTH OF THE FENCE
 CZ1380'AND 6 INCHES SOUTHEAST OF A YELLOW WITNESS POST.
 CZ1380'
 CZ1380'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED STAN 1962, IS
 CZ1380'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 4
 CZ1380'INCHES ABOVE THE GROUND.  THE MARK IS 101 FEET NORTH OF
 CZ1380'CENTER OF GRAVEL ROAD, 46 FEET WEST OF CENTER OF STATE ROUTE
 CZ1380'93, 25 FEET NORTH OF A TELEPHONE POLE AND 2 FEET SOUTH OF THE
 CZ1380'WITNESS POST.
 CZ1380'
 CZ1380'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 93
 CZ1380'AND 187 (JUST EAST OF STATION), GO SOUTH OF STATE ROUTE 93
 CZ1380'FOR 0.35 MILE TO SIDE ROAD RIGHT AND AZIMUTH MARK AS DESCRIBED.
 CZ1380'
 CZ1380'HEIGHT OF LIGHT ABOVE STATION MARK 3.37 METERS.
 CZ1380
 CZ1380                          STATION RECOVERY (1962)
 CZ1380
 CZ1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ1380'9.35 MI NE FROM CASA GRANDE.
 CZ1380'8.2 MILES NORTH ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE TO
 CZ1380'THE JUNCTION OF STATE 93 AND STATE 187, THENCE 0.65 MILES NORTHEAST
 CZ1380'ALONG STATE 187 TO A CLEARED LINE, THENCE 0.5 MILE SOUTHEAST ALONG THE
 CZ1380'CLEARED LINE TO THE MARK, 6 FT. NORTH OF A FENCELINE, 73.9 FT.
 CZ1380'SOUTHEAST OF R.M. NO 2, 151.3 FT. SOUTHWEST OF R.M. NO. 1, 8.5 FT.
 CZ1380'NORTHWEST OF A STEEL WITNESS POST, A STANDARD DISK SET IN TOP OF A
 CZ1380'CONCRETE POST PROJECTING 4 INCHES.
 CZ1380
 CZ1380                          STATION RECOVERY (1972)
 CZ1380
 CZ1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CZ1380'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CZ1380'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 CZ1380'DURING CONSTRUCTION ALONG ARIZONA HIGHWAY 93.  A NEW AZIMUTH
 CZ1380'MARK WAS ESTABLISHED AT THIS TIME.  DUE TO CHANGES IN THE AREA
 CZ1380'A NEW DESCRIPTION FOLLOWS.
 CZ1380'
 CZ1380'THE STATION MARK IS A STANDARD DISK STAMPED, STAN 1962.  IT
 CZ1380'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1380'2 INCHES.  IT IS IN THE MEDIMUM OF INTERSTATE HIGHWAY 10 IN
 CZ1380'A ROW OF LOW TREES.  95 FEET SOUTHEAST OF THE CENTER OF 4
 CZ1380'CULVERTS, 81 FEET SOUTHEAST OF A DIRT AND GRAVEL LANE CROSSOVER
 CZ1380'AND 4 FEET NORTHWEST OF A WITNESS POST AND SIGN.
 CZ1380'
 CZ1380'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, STAN NO 1 1962.
 CZ1380'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 CZ1380'3 INCHES.  IT IS SET IN THE NORTHEAST RIGHT OF WAY FENCELINE,
 CZ1380'2 FEET SOUTHWEST OF A WITNESS POST AND SIGN.
 CZ1380'
 CZ1380'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, STAN NO 2 1962.
 CZ1380'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 CZ1380'AT THE EDGE OF THE LANE CROSS OVER.  IT WAS BURIED ABOUT 6
 CZ1380'INCHES AND IS LIKELY TO BURIED WHEN SEARCHED FOR AGAIN.  IT
 CZ1380'IS 22 FEET SOUTHEAST OF THE CENTER OF 4 CULVERTS.
 CZ1380'
 CZ1380'THE NEW AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK
 CZ1380'STAMPED, 1320 + 00 1560.31 1967.  IT IS SET IN THE TOP OF A
 CZ1380'STEEL PIPE WHICH IS FILLED WITH CONCRETE.  1-1/2 FEET EAST
 CZ1380'OF AN ANGLE IRON RIGHT OF WAY POST ON THE APPROX. LINE OF 2
 CZ1380'CULVERTS AT AN ANGLE IN THE FENCE LINE.  THE MARK IS 0.25 MILE
 CZ1380'SOUTHEAST OF THE FLORENCE-CASA GRANDE OFF RAMP AND 0.2 MILE
 CZ1380'NORTHWEST OF THE STATION.
 CZ1380'
 CZ1380'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CASA
 CZ1380'GRANDE GO NORTH ALONG ARIZONA HIGHWAY 93 FOR 8.0 MILES
 CZ1380'TO I-10.  GO SOUTHEAST ALONG I-10 FOR 0.45 MILE TO THE STATION
 CZ1380'ON THE LEFT.
 CZ1380'
 CZ1380'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1380'
 CZ1380'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 CZ1380'NORTH OF CASA GRANDE
 CZ1380
 CZ1380                          STATION RECOVERY (2004)
 CZ1380
 CZ1380'RECOVERY NOTE BY MHD AND ASSOCIATES 2004 (JHD)
 CZ1380'RECOVERED IN GOOD CONDITION.
 CZ1380
 CZ1380                          STATION RECOVERY (2006)
 CZ1380
 CZ1380'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1381 ***********************************************************************
 CZ1381  DESIGNATION -  STAN RM 1
 CZ1381  PID         -  CZ1381
 CZ1381  STATE/COUNTY-  AZ/PINAL
 CZ1381  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1381
 CZ1381                         *CURRENT SURVEY CONTROL
 CZ1381  ___________________________________________________________________
 CZ1381* NAD 83(1986)-  32 59 47.     (N)    111 44 51.     (W)     SCALED    
 CZ1381* NAVD 88     -       477.37   (+/-2cm)    1566.2    (feet)  VERTCON   
 CZ1381  ___________________________________________________________________
 CZ1381  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1381
 CZ1381.The horizontal coordinates were scaled from a topographic map and have
 CZ1381.an estimated accuracy of +/- 6 seconds.
 CZ1381
 CZ1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1381.The vertical order pertains to the NGVD 29 superseded value.
 CZ1381
 CZ1381.The geoid height was determined by GEOID03.
 CZ1381
 CZ1381;                    North         East    Units  Estimated Accuracy
 CZ1381;SPC AZ C     -   221,360.      229,170.      MT  (+/- 180 meters Scaled)
 CZ1381
 CZ1381                          SUPERSEDED SURVEY CONTROL
 CZ1381
 CZ1381  NGVD 29 (??/??/92)  476.840  (m)         1564.43   (f) ADJ UNCH    2 0
 CZ1381
 CZ1381.Superseded values are not recommended for survey control.
 CZ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1381.See file dsdata.txt to determine how the superseded data were derived.
 CZ1381
 CZ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB301511(NAD 83)
 CZ1381_MARKER: DR = REFERENCE MARK DISK
 CZ1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1381_STAMPING: STAN NO. 1 1962
 CZ1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1381+STABILITY: SURFACE MOTION
 CZ1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1381+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1381
 CZ1381  HISTORY     - Date     Condition        Report By
 CZ1381  HISTORY     - 1962     MONUMENTED       CGS
 CZ1381  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1381
 CZ1381                          STATION DESCRIPTION
 CZ1381
 CZ1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1381'9.35 MI NE FROM CASA GRANDE.
 CZ1381'8.2 MILES NORTH ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE, TO
 CZ1381'THE JUNCTION OF STATE 93 AND STATE 187, THENCE 0.65 MILES NORTHEAST
 CZ1381'ALONG STATE 187 TO A CLEARED LINE, THENCE 0.5 MILE SOUTHEAST ALONG THE
 CZ1381'CLEARED LINE TO THE MARK, 97 FT. NORTH OF THE FENCELINE, 153.3 FT.
 CZ1381'NORTHEAST OF STATION STAN, 61 FT. SOUTHWEST OF A YELLOW WITNESS POST,
 CZ1381'154 FT. NORTHEAST OF A STEEL WITNESS POST, AN STANDARD DISK SET IN TOP
 CZ1381'OF A CONCRETE POST PROJECTING 8 INCHES.
 CZ1381
 CZ1381                          STATION RECOVERY (2007)
 CZ1381
 CZ1381'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1379 ***********************************************************************
 CZ1379  DESIGNATION -  STAN RM 2
 CZ1379  PID         -  CZ1379
 CZ1379  STATE/COUNTY-  AZ/PINAL
 CZ1379  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1379
 CZ1379                         *CURRENT SURVEY CONTROL
 CZ1379  ___________________________________________________________________
 CZ1379* NAD 83(1986)-  32 59 47.     (N)    111 44 51.     (W)     SCALED    
 CZ1379* NAVD 88     -       476.63   (+/-2cm)    1563.7    (feet)  VERTCON   
 CZ1379  ___________________________________________________________________
 CZ1379  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1379
 CZ1379.The horizontal coordinates were scaled from a topographic map and have
 CZ1379.an estimated accuracy of +/- 6 seconds.
 CZ1379
 CZ1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1379.The vertical order pertains to the NGVD 29 superseded value.
 CZ1379
 CZ1379.The geoid height was determined by GEOID03.
 CZ1379
 CZ1379;                    North         East    Units  Estimated Accuracy
 CZ1379;SPC AZ C     -   221,360.      229,170.      MT  (+/- 180 meters Scaled)
 CZ1379
 CZ1379                          SUPERSEDED SURVEY CONTROL
 CZ1379
 CZ1379  NGVD 29 (??/??/92)  476.097  (m)         1561.99   (f) ADJ UNCH    2 0
 CZ1379
 CZ1379.Superseded values are not recommended for survey control.
 CZ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1379.See file dsdata.txt to determine how the superseded data were derived.
 CZ1379
 CZ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB301511(NAD 83)
 CZ1379_MARKER: DR = REFERENCE MARK DISK
 CZ1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1379_STAMPING: STAN NO. 2 1962
 CZ1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1379+STABILITY: SURFACE MOTION
 CZ1379
 CZ1379  HISTORY     - Date     Condition        Report By
 CZ1379  HISTORY     - 1962     MONUMENTED       CGS
 CZ1379  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ1379
 CZ1379                          STATION DESCRIPTION
 CZ1379
 CZ1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1379'9.35 MI NE FROM CASA GRANDE.
 CZ1379'8.2 MILES NORTH ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE TO
 CZ1379'THE JUNCTION OF STATE 93 AND STATE 187, THENCE 0.65 MILES NORTHEAST
 CZ1379'ALONG STATE 187 TO A CLEARED LINE, THENCE 0.5 MILE SOUTHEAST ALONG THE
 CZ1379'CLEARED LINE TO THE MARK, 73.9 FT. NORTHWEST OF STATION STAN, 68 FT.
 CZ1379'NORTH OF THE FENCELINE, 0.5 FT. SOUTHEAST OF A YELLOW WOODEN WITNESS
 CZ1379'POST, 82 FT. NORTHWEST OF A STEEL WITNESS POST, A STANDARD DISK SET IN
 CZ1379'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CZ1379
 CZ1379                          STATION RECOVERY (2007)
 CZ1379
 CZ1379'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1379'THE DESCRIBED LOCATION IS IN THE SOUTH(EAST)BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1488 ***********************************************************************
 DA1488  DESIGNATION -  STANLEY
 DA1488  PID         -  DA1488
 DA1488  STATE/COUNTY-  AZ/PIMA
 DA1488  USGS QUAD   -  VAYA CHIN (1990)
 DA1488
 DA1488                         *CURRENT SURVEY CONTROL
 DA1488  ___________________________________________________________________
 DA1488* NAD 83(1992)-  32 17 45.43512(N)    112 15 42.58279(W)     ADJUSTED  
 DA1488* NAVD 88     -       661.68   (+/-2cm)    2170.9    (feet)  VERTCON   
 DA1488  ___________________________________________________________________
 DA1488  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DA1488  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DA1488  HORZ ORDER  -  THIRD
 DA1488  VERT ORDER  -  THIRD ? (See Below)
 DA1488
 DA1488.The horizontal coordinates were established by classical geodetic methods
 DA1488.and adjusted by the National Geodetic Survey in August 1993.
 DA1488
 DA1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1488.The vertical order pertains to the NGVD 29 superseded value.
 DA1488
 DA1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1488
 DA1488.The geoid height was determined by GEOID03.
 DA1488
 DA1488;                    North         East     Units Scale Factor Converg.
 DA1488;SPC AZ C     -   143,734.241   180,852.934   MT  0.99991303   -0 11 03.9
 DA1488;SPC AZ C     -   471,569.03    593,349.52   iFT  0.99991303   -0 11 03.9
 DA1488;UTM  12      - 3,573,939.802   381,193.826   MT  0.99977406   -0 40 27.4
 DA1488
 DA1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1488!SPC AZ C     -   0.99990096  x   0.99991303  =   0.99981400
 DA1488!UTM  12      -   0.99990096  x   0.99977406  =   0.99967504
 DA1488
 DA1488:                Primary Azimuth Mark                     Grid Az
 DA1488:SPC AZ C     -  STANLEY AZ MK                            002 04 20.5
 DA1488:UTM  12      -  STANLEY AZ MK                            002 33 44.0
 DA1488
 DA1488|---------------------------------------------------------------------|
 DA1488| PID    Reference Object                     Distance      Geod. Az  |
 DA1488|                                                           dddmmss.s |
 DA1488| CH5492 STANLEY AZ MK                                      0015316.6 |
 DA1488| CH5493 STANLEY RM 1                          8.501 METERS 07431     |
 DA1488| CH5494 STANLEY RM 2                          9.585 METERS 18200     |
 DA1488|---------------------------------------------------------------------|
 DA1488
 DA1488                          SUPERSEDED SURVEY CONTROL
 DA1488
 DA1488  NAD 83(1986)-  32 17 45.42729(N)    112 15 42.58421(W) AD(       ) 3
 DA1488  NAD 27      -  32 17 45.18700(N)    112 15 40.07800(W) AD(       ) 3
 DA1488  NGVD 29 (07/19/86)  660.99   (m)         2168.6    (f) LEVELING    3  
 DA1488
 DA1488.Superseded values are not recommended for survey control.
 DA1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1488.See file dsdata.txt to determine how the superseded data were derived.
 DA1488
 DA1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA8119473940(NAD 83)
 DA1488_MARKER: DS = TRIANGULATION STATION DISK
 DA1488_SETTING: 0 = UNSPECIFIED SETTING
 DA1488
 DA1488  HISTORY     - Date     Condition        Report By
 DA1488  HISTORY     - 1936     MONUMENTED       CGS
 DA1488
 DA1488                          STATION DESCRIPTION
 DA1488
 DA1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1488'ABOUT 10 MILES NORTHWEST OF COVERED WELLS, ABOUT 14 MILES
 DA1488'SOUTHWEST OF SANTA ROSA, AND ABOUT 5 MILES SOUTH OF WINDOW MOUNTAIN,
 DA1488'IN THE FLATS ABOUT 1 MILE NORTH OF THE NORTHERNMOST PEAK OF THE
 DA1488'BLANCO RANGE, 40 YARDS EAST OF THE DIM TRACK ROAD THAT PASSES BY THE
 DA1488'STATION AND 100 YARDS SOUTH OF A SAGUARO WITH TRIANGULAR
 DA1488'BLAZE.  THE STATION MARK IS A STANDARD DISK CAST IN A BRONZE
 DA1488'ROD THAT TAPERS TO A 1-INCH ROD AS IT ENTERS THE CONCRETE, THE
 DA1488'DISK PROJECTING ABOVE THE GROUND ABOUT 8 INCHES.  REFERENCE
 DA1488'MARK NO. 1, SIMILAR TO STATION MARK, IS 8.501 METERS
 DA1488'(27.89 FEET) FROM STATION N 74 DEG 31 MIN E.
 DA1488'REFERENCE MARK NO.  2, SIMILAR TO STATION MARK, IS 9.585
 DA1488'METERS (31.45 FEET) FROM STATION S 02 DEG 00 MIN W.
 DA1488'THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS IN A
 DA1488'BRUSH-COVERED FLAT, ABOUT 125 YARDS WEST OF THE ROAD THAT PASSES
 DA1488'40 YARDS WEST OF THE STATION AND 165 YARDS FROM STATION
 DA1488'N 01 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1307 ***********************************************************************
 DA1307  DESIGNATION -  STANWIX
 DA1307  PID         -  DA1307
 DA1307  STATE/COUNTY-  AZ/MARICOPA
 DA1307  USGS QUAD   -  SENTINEL (1986)
 DA1307
 DA1307                         *CURRENT SURVEY CONTROL
 DA1307  ___________________________________________________________________
 DA1307* NAD 83(1992)-  32 48 51.59090(N)    113 14 22.23744(W)     ADJUSTED  
 DA1307* NAVD 88     -       225.69   (+/-2cm)     740.5    (feet)  VERTCON   
 DA1307  ___________________________________________________________________
 DA1307  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DA1307  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DA1307  HORZ ORDER  -  THIRD
 DA1307  VERT ORDER  -  THIRD ? (See Below)
 DA1307
 DA1307.The horizontal coordinates were established by classical geodetic methods
 DA1307.and adjusted by the National Geodetic Survey in August 1993.
 DA1307
 DA1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1307.The vertical order pertains to the NGVD 29 superseded value.
 DA1307
 DA1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1307
 DA1307.The geoid height was determined by GEOID03.
 DA1307
 DA1307;                    North         East     Units Scale Factor Converg.
 DA1307;SPC AZ C     -   201,937.397    89,485.531   MT  1.00008915   -0 43 01.1
 DA1307;SPC AZ C     -   662,524.27    293,587.70   iFT  1.00008915   -0 43 01.1
 DA1307;UTM  12      - 3,632,925.183   290,334.986   MT  1.00014207   -1 12 50.7
 DA1307
 DA1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1307!SPC AZ C     -   0.99996957  x   1.00008915  =   1.00005872
 DA1307!UTM  12      -   0.99996957  x   1.00014207  =   1.00011164
 DA1307
 DA1307:                Primary Azimuth Mark                     Grid Az
 DA1307:SPC AZ C     -  AZTEC                                    265 25 42.5
 DA1307:UTM  12      -  AZTEC                                    265 55 32.1
 DA1307
 DA1307|---------------------------------------------------------------------|
 DA1307| PID    Reference Object                     Distance      Geod. Az  |
 DA1307|                                                           dddmmss.s |
 DA1307| DA1406 AZTEC                               APPROX.23.1 KM 2644241.4 |
 DA1307|---------------------------------------------------------------------|
 DA1307
 DA1307                          SUPERSEDED SURVEY CONTROL
 DA1307
 DA1307  NAD 83(1986)-  32 48 51.58419(N)    113 14 22.24214(W) AD(       ) 3
 DA1307  NGVD 29 (06/20/88)  225.09   (m)          738.5    (f) LEVELING    3  
 DA1307
 DA1307.Superseded values are not recommended for survey control.
 DA1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1307.See file dsdata.txt to determine how the superseded data were derived.
 DA1307
 DA1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9033532925(NAD 83)
 DA1307_MARKER: DS = TRIANGULATION STATION DISK
 DA1307_SETTING: 66 = SET IN ROCK OUTCROP
 DA1307_SP_SET: SET IN BEDROCK
 DA1307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1307+STABILITY: POSITION/ELEVATION WELL
 DA1307
 DA1307  HISTORY     - Date     Condition        Report By
 DA1307  HISTORY     - 1925     MONUMENTED       USGS
 DA1307  HISTORY     - 1948     GOOD             USGS
 DA1307
 DA1307                          STATION DESCRIPTION
 DA1307
 DA1307'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DA1307'LOCATED ABOUT 4.5 MI SW. OF SENTINEL, A STATION ON SOUTHERN
 DA1307'PACIFIC RR.  ON KNOLL ABOUT 700 FT E. OF RD.  A DRIVE STATION.
 DA1307'
 DA1307'NO TO REACH GIVEN.
 DA1307'
 DA1307'STATION MARK--STANDARD TABLET STAMPED---STANWIX 1925 RS---,
 DA1307'CEMENTED IN SOLID ROCK.
 DA1307'
 DA1307'RM 1--CROSS CUT IN SOLID ROCK.
 DA1307'
 DA1307'RM 2--CROSS CUT IN SOLID ROCK.
 DA1307
 DA1307                          STATION RECOVERY (1948)
 DA1307
 DA1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1307'RECOVERED AS DESCRIBED BY USGS.  RMS AGREE WITH 1925 USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2154 ***********************************************************************
 DU2154  DESIGNATION -  STAPLEY
 DU2154  PID         -  DU2154
 DU2154  STATE/COUNTY-  AZ/MARICOPA
 DU2154  USGS QUAD   -  MESA (1982)
 DU2154
 DU2154                         *CURRENT SURVEY CONTROL
 DU2154  ___________________________________________________________________
 DU2154* NAD 83(1992)-  33 22 51.16343(N)    111 48 19.80415(W)     ADJUSTED  
 DU2154* NAVD 88     -       373.6    (meters)    1226.     (feet)  VERTCON   
 DU2154  ___________________________________________________________________
 DU2154  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DU2154  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU2154  HORZ ORDER  -  SECOND
 DU2154
 DU2154.The horizontal coordinates were established by classical geodetic methods
 DU2154.and adjusted by the National Geodetic Survey in August 1993.
 DU2154
 DU2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2154
 DU2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2154
 DU2154.The geoid height was determined by GEOID03.
 DU2154
 DU2154;                    North         East     Units Scale Factor Converg.
 DU2154;SPC AZ C     -   263,995.281   223,702.877   MT  0.99990132   +0 03 40.2
 DU2154;SPC AZ C     -   866,126.25    733,933.32   iFT  0.99990132   +0 03 40.2
 DU2154;UTM  12      - 3,693,802.267   425,077.425   MT  0.99966921   -0 26 35.6
 DU2154
 DU2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2154!SPC AZ C     -   0.99994602  x   0.99990132  =   0.99984734
 DU2154!UTM  12      -   0.99994602  x   0.99966921  =   0.99961525
 DU2154
 DU2154|---------------------------------------------------------------------|
 DU2154| PID    Reference Object                     Distance      Geod. Az  |
 DU2154|                                                           dddmmss.s |
 DU2154| CH5495 STAPLEY RM 1                          5.530 METERS 00004     |
 DU2154| CH5496 STAPLEY RM 2                         12.268 METERS 18106     |
 DU2154| DU1673 LESEUR                              APPROX. 1.6 KM 2965140.9 |
 DU2154|---------------------------------------------------------------------|
 DU2154
 DU2154                          SUPERSEDED SURVEY CONTROL
 DU2154
 DU2154  NAD 83(1986)-  33 22 51.15783(N)    111 48 19.80845(W) AD(       ) 2
 DU2154  NAD 27      -  33 22 50.98544(N)    111 48 17.30315(W) AD(       ) 2
 DU2154  NGVD 29 (07/19/86)  373.1    (m)         1224.     (f) VERT ANG    3  
 DU2154
 DU2154.Superseded values are not recommended for survey control.
 DU2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2154.See file dsdata.txt to determine how the superseded data were derived.
 DU2154
 DU2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2507793802(NAD 83)
 DU2154_MARKER: DD = SURVEY DISK
 DU2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2154
 DU2154  HISTORY     - Date     Condition        Report By
 DU2154  HISTORY     - 1974     MONUMENTED       AZDT
 DU2154  HISTORY     - 20051216 MARK NOT FOUND   GEOCAC
 DU2154
 DU2154                          STATION DESCRIPTION
 DU2154
 DU2154'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 DU2154'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF MESA AND 2 MILES
 DU2154'NORTHWEST OF GILBERT ON THE EAST SIDE OF STAPLEY ROAD.
 DU2154'
 DU2154'THE STATION MARK IS A ADOT HIGHWAY DIVISION DISK STAMPED STAPLE
 DU2154'P AND M GS 1974 AND IS SET IN A 12 INCH CONCRETE MONUMENT LEVEL
 DU2154'WITH THE GROUND.  STATION IS 14.0 FEET EAST OF AN IRRIGATION DITCH,
 DU2154'38.0 FEET EAST OF CENTERLINE OF STAPLEY RD., AND 2.2 FEET WEST OF
 DU2154'A WITNESS POST.
 DU2154'
 DU2154'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED STAPLEY
 DU2154'RM 1 1974 AND IS SET IN A 12 INCH DIAMETER CONCRETE MONUMENT IN A
 DU2154'DITCH BANK LEVEL WITH THE GROUND.  THE MARK IS 38.0 FEET EAST OF
 DU2154'STAPLEY RD., 14.0 FEET EAST OF IRRIGATION DITCH, 1.7 FEET SOUTH
 DU2154'OF A 16 INCH POWER POLE TAGED 21, AND 1.6 FEET WEST OF A WITNESS
 DU2154'POST.
 DU2154'
 DU2154'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED STAPLEY
 DU2154'RM 2 1974 AND SET IN A 12 INCH DIAMETER CONCRETE MONUMENT SET IN
 DU2154'A DITCH BANK.  THE MARK IS 36.0 FEET EAST OF CENTERLINE OF STAPLEY
 DU2154'RD., 14.0 FEET EAST OF AN IRRIGATION DITCH AND 2.6 FEET WEST OF A
 DU2154'WITNESS POST.
 DU2154'
 DU2154'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60,80,89 AND STATE
 DU2154'ROUTE 87 IN MESA, GO SOUTH ON STATE ROUTE 87 FOR 2.5 MILES TO
 DU2154'BASELINE RD., GO EAST ON BASELINE RD. FOR 2 MILES TO STAPLEY.  TURN
 DU2154'LEFT (NORTH) ON STAPLEY RD. FOR 0.13 MILES TO STATION ON THE
 DU2154'RIGHT (EAST).
 DU2154'
 DU2154'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2154
 DU2154                          STATION RECOVERY (2005)
 DU2154
 DU2154'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2154'THE ADJUSTED COORDINATES POINT TO AN AREA THAT IS NOW A SHOPPING
 DU2154'CENTER PARKING LOT. NO IRRIGATION DITCH OR WITNESS POST WAS FOUND. A
 DU2154'POWER POLE WITH A TAG OF 21 WAS FOUND IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1458 ***********************************************************************
 DA1458  DESIGNATION -  STAR
 DA1458  PID         -  DA1458
 DA1458  STATE/COUNTY-  AZ/MARICOPA
 DA1458  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA1458
 DA1458                         *CURRENT SURVEY CONTROL
 DA1458  ___________________________________________________________________
 DA1458* NAD 83(1992)-  32 49 53.69152(N)    112 18 41.57895(W)     ADJUSTED  
 DA1458* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 DA1458  ___________________________________________________________________
 DA1458  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DA1458  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DA1458  HORZ ORDER  -  THIRD
 DA1458
 DA1458.The horizontal coordinates were established by classical geodetic methods
 DA1458.and adjusted by the National Geodetic Survey in August 1993.
 DA1458
 DA1458.The orthometric height was scaled from a topographic map.
 DA1458
 DA1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1458
 DA1458.The geoid height was determined by GEOID03.
 DA1458
 DA1458;                    North         East     Units Scale Factor Converg.
 DA1458;SPC AZ C     -   203,144.314   176,390.533   MT  0.99991685   -0 12 50.7
 DA1458;SPC AZ C     -   666,483.97    578,709.10   iFT  0.99991685   -0 12 50.7
 DA1458;UTM  12      - 3,633,378.078   377,243.792   MT  0.99978581   -0 42 40.2
 DA1458
 DA1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1458!SPC AZ C     -   0.99990061  x   0.99991685  =   0.99981747
 DA1458!UTM  12      -   0.99990061  x   0.99978581  =   0.99968644
 DA1458
 DA1458                          SUPERSEDED SURVEY CONTROL
 DA1458
 DA1458  NAD 83(1986)-  32 49 53.68159(N)    112 18 41.58120(W) AD(       ) 3
 DA1458  NAD 27      -  32 49 53.51400(N)    112 18 39.06000(W) AD(       ) 3
 DA1458
 DA1458.Superseded values are not recommended for survey control.
 DA1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1458.See file dsdata.txt to determine how the superseded data were derived.
 DA1458
 DA1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7724433378(NAD 83)
 DA1458_MARKER: DD = SURVEY DISK
 DA1458_SETTING: 66 = SET IN ROCK OUTCROP
 DA1458_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1458+STABILITY: POSITION/ELEVATION WELL
 DA1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1458+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2008
 DA1458
 DA1458  HISTORY     - Date     Condition        Report By
 DA1458  HISTORY     - 1960     MONUMENTED       USGS
 DA1458  HISTORY     - 20081129 GOOD             GEOCAC
 DA1458
 DA1458                          STATION DESCRIPTION
 DA1458
 DA1458'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 DA1458'STATION IS LOCATED ABOUT 26.0 MILES BY ROAD, E OF GILA BEND
 DA1458'AND ONE MILE SE OF U.S. HWY 84, ON A PROMINENT LONE BUTTE.
 DA1458'THE STATION IS ABOUT 6 FEET S OF THE HIGHEST POINT OF TOP.
 DA1458'THE MARK IS A STANDARD USGS TABLET STAMPED STAR 1949 CEMENTED
 DA1458'IN DRILL HOLE IN LARGE FLAT ROCK OUTCROP.
 DA1458'
 DA1458'TO REACH THE STATION FROM GILA BEND POST OFFICE, DRIVE
 DA1458'E ON U.S. HWY 80 FOR 1.0 MILE.  TURN RIGHT AT JUNCTION OF
 DA1458'STATE HWY 84 FOR 25.45 MILES.  TURN RIGHT (S) ON DIM TRACK
 DA1458'ROAD AND PROCEED 0.65 MILE.  THENCE LEFT (E) 0.40 MILE TO
 DA1458'END OF ROAD IN SMALL SADDLE ON RIDGE N OF STATION.  WALK
 DA1458'SOUTH TO TOP AND STATION.  A 15 MINUTE PACK.
 DA1458
 DA1458                          STATION RECOVERY (2008)
 DA1458
 DA1458'RECOVERY NOTE BY GEOCACHING 2008 (MDS)
 DA1458'RECOVERED AS DESCRIBED, IN GOOD CONDITION. ALSO NOTE THAT THERE ARE
 DA1458'TWO USGS REFERENCE MARKS, STAMPED REFERENCE MARK 1, AND REFERENCE MARK
 DA1458'2, IN PROXIMITY TO MARK, ALSO STAMPED 1949, AND NOT NOTED IN IN THE
 DA1458'1960 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0917 ***********************************************************************
 FQ0917  DESIGNATION -  STAR
 FQ0917  PID         -  FQ0917
 FQ0917  STATE/COUNTY-  AZ/NAVAJO
 FQ0917  USGS QUAD   -  STAR MOUNTAIN (1991)
 FQ0917
 FQ0917                         *CURRENT SURVEY CONTROL
 FQ0917  ___________________________________________________________________
 FQ0917* NAD 83(1992)-  35 37 52.62730(N)    110 18 13.32417(W)     ADJUSTED  
 FQ0917* NAVD 88     -      1974.2    (meters)    6477.     (feet)  VERTCON   
 FQ0917  ___________________________________________________________________
 FQ0917  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 FQ0917  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 FQ0917  HORZ ORDER  -  THIRD
 FQ0917
 FQ0917.The horizontal coordinates were established by classical geodetic methods
 FQ0917.and adjusted by the National Geodetic Survey in August 1993.
 FQ0917
 FQ0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0917
 FQ0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0917
 FQ0917.The geoid height was determined by GEOID03.
 FQ0917
 FQ0917;                    North         East     Units Scale Factor Converg.
 FQ0917;SPC AZ E     -   513,614.678   200,948.444   MT  0.99990190   -0 04 47.4
 FQ0917;SPC AZ E     - 1,685,087.53    659,279.67   iFT  0.99990190   -0 04 47.4
 FQ0917;UTM  12      - 3,943,277.054   563,047.084   MT  0.99964898   +0 24 20.4
 FQ0917
 FQ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0917!SPC AZ E     -   0.99969373  x   0.99990190  =   0.99959566
 FQ0917!UTM  12      -   0.99969373  x   0.99964898  =   0.99934282
 FQ0917
 FQ0917|---------------------------------------------------------------------|
 FQ0917| PID    Reference Object                     Distance      Geod. Az  |
 FQ0917|                                                           dddmmss.s |
 FQ0917| CS3410 STAR RM 2                            10.625 METERS 10951     |
 FQ0917| FQ0921 TEES TO                             APPROX.13.8 KM 1850112.7 |
 FQ0917| CS3409 STAR RM 1                             9.181 METERS 33259     |
 FQ0917|---------------------------------------------------------------------|
 FQ0917
 FQ0917                          SUPERSEDED SURVEY CONTROL
 FQ0917
 FQ0917  NAD 83(1986)-  35 37 52.62714(N)    110 18 13.32554(W) AD(       ) 3
 FQ0917  NGVD 29 (02/23/90) 1973.3    (m)         6474.     (f) VERT ANG    3  
 FQ0917
 FQ0917.Superseded values are not recommended for survey control.
 FQ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0917.See file dsdata.txt to determine how the superseded data were derived.
 FQ0917
 FQ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6304743277(NAD 83)
 FQ0917_MARKER: DS = TRIANGULATION STATION DISK
 FQ0917_SETTING: 80 = SET IN A BOULDER
 FQ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0917+STABILITY: SURFACE MOTION
 FQ0917
 FQ0917  HISTORY     - Date     Condition        Report By
 FQ0917  HISTORY     - 1965     MONUMENTED       USGS
 FQ0917
 FQ0917                          STATION DESCRIPTION
 FQ0917
 FQ0917'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0917'LOCATED 19 MI SE. OF POLACCA, 13 MI SW. OF KEAMS CANYON.  ON
 FQ0917'HIGHEST POINT OF MESA KNOWN AS STAR MOUNTAIN, A SHARP DARK SPIRE.
 FQ0917'
 FQ0917'TO REACH FROM POLACCA TRADING POST, GO 7.2 MI W. ALONG HWY. 264
 FQ0917'TO RD. INTERSECTION.  TURN LEFT ON HWY. TO WINSLOW 13 MI S. TO
 FQ0917'X-RDS.  TURN LEFT ON DIRT RD. 1.4 MI E. TO Y-RD.  TAKE RIGHT FORK
 FQ0917'2.25 MI TO Y-RD.  TAKE LEFT FORK 0.3 MI TO NORTHERN Y-RD.  TAKE
 FQ0917'LEFT FORK 1.45 MI TO RD. INTERSECTION.  TURN RIGHT 0.2 MI TO Y-RD.
 FQ0917'AT SOUTH SIDE OF BRIDGE.  TURN LEFT 1.9 MI TO RD. INTERSECTION.
 FQ0917'TURN LEFT 0.8 MI TO Y-RD.  TURN RIGHT 0.8 MI TO X-RD., CONTINUE
 FQ0917'STRAIGHT 0.5 MI TO ANOTHER X-RD., CONTINUE STRAIGHT 0.3 MI TO
 FQ0917'Y-RD., CONTINUE STRAIGHT 0.9 MI.  TURN RIGHT 0.3 MI TO Y-RD.  TURN
 FQ0917'LEFT 0.3 MI.  TURN RIGHT ON NEW RD. 0.2 MI.  TURN RIGHT UP RIDGE
 FQ0917'0.7 MI TO END OF TRUCK TRAVEL.  PACK 15 MINUTES TO STATION.
 FQ0917'
 FQ0917'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---STAR 1965---,
 FQ0917'CEMENTED IN LARGE ROCK.
 FQ0917'
 FQ0917'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, CEMENTED IN
 FQ0917'LARGE ROCK, ABOUT 3 FT LOWER THAN STATION MARK.
 FQ0917'
 FQ0917'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, CEMENTED IN
 FQ0917'LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0475 ***********************************************************************
 ER0475  DESIGNATION -  STATE
 ER0475  PID         -  ER0475
 ER0475  STATE/COUNTY-  AZ/APACHE
 ER0475  USGS QUAD   -  COYOTE HILLS (1969)
 ER0475
 ER0475                         *CURRENT SURVEY CONTROL
 ER0475  ___________________________________________________________________
 ER0475* NAD 83(1992)-  34 10 16.71965(N)    109 14 12.55895(W)     ADJUSTED  
 ER0475* NAVD 88     -      2381.0    (meters)    7812.     (feet)  VERTCON   
 ER0475  ___________________________________________________________________
 ER0475  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 ER0475  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 ER0475  HORZ ORDER  -  FIRST
 ER0475
 ER0475.The horizontal coordinates were established by classical geodetic methods
 ER0475.and adjusted by the National Geodetic Survey in August 1993.
 ER0475
 ER0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0475
 ER0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0475
 ER0475.The geoid height was determined by GEOID03.
 ER0475
 ER0475;                    North         East     Units Scale Factor Converg.
 ER0475;SPC AZ E     -   352,045.157   299,083.504   MT  0.99999056   +0 31 20.3
 ER0475;SPC AZ E     - 1,155,003.80    981,245.09   iFT  0.99999056   +0 31 20.3
 ER0475;UTM  12      - 3,782,555.556   662,507.625   MT  0.99992554   +0 59 25.9
 ER0475
 ER0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0475!SPC AZ E     -   0.99962991  x   0.99999056  =   0.99962048
 ER0475!UTM  12      -   0.99962991  x   0.99992554  =   0.99955548
 ER0475
 ER0475|---------------------------------------------------------------------|
 ER0475| PID    Reference Object                     Distance      Geod. Az  |
 ER0475|                                                           dddmmss.s |
 ER0475| CD3689 STATE RM 1                           20.584 METERS 08207     |
 ER0475| ER0212 Z 66                                APPROX. 2.7 KM 1254235.1 |
 ER0475| CD3690 STATE RM 2                            8.418 METERS 20736     |
 ER0475| ER0481 SPRINGERVILLE RED ROOF BR CH        APPROX. 6.0 KM 2234751.3 |
 ER0475|---------------------------------------------------------------------|
 ER0475
 ER0475                          SUPERSEDED SURVEY CONTROL
 ER0475
 ER0475  NAD 83(1986)-  34 10 16.71845(N)    109 14 12.56540(W) AD(       ) 1
 ER0475  NAD 27      -  34 10 16.55505(N)    109 14 10.25949(W) AD(       ) 1
 ER0475  NGVD 29 (07/19/86) 2380.0    (m)         7808.     (f) VERT ANG    3  
 ER0475
 ER0475.Superseded values are not recommended for survey control.
 ER0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0475.See file dsdata.txt to determine how the superseded data were derived.
 ER0475
 ER0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6250882556(NAD 83)
 ER0475_MARKER: DS = TRIANGULATION STATION DISK
 ER0475_SETTING: 80 = SET IN A BOULDER
 ER0475_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ER0475
 ER0475  HISTORY     - Date     Condition        Report By
 ER0475  HISTORY     - 1934     MONUMENTED       CGS
 ER0475  HISTORY     - 1936     GOOD             CGS
 ER0475  HISTORY     - 1968     GOOD             CGS
 ER0475  HISTORY     - 1978     GOOD             NGS
 ER0475
 ER0475                          STATION DESCRIPTION
 ER0475
 ER0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 ER0475'STATION IS ABOUT 4-1/2 MILES NORTHEAST OF SPRINGERVILLE,
 ER0475'ARIZ., IN SEC. 14, T. 9 N., R. 29 E., ON A PROMINENT BUTTE
 ER0475'CUPPED WITH MALPAIS, WHICH IS THE HIGHEST AND MOST NORTHERN
 ER0475'ONE OF A SMALL GROUP OF HILLS VISIBLE FROM SPRINGERVILLE.  TO
 ER0475'REACH THE STATION FROM SPRINGERVILLE, ARIZ., POST OFFICE,
 ER0475'GO EAST ON U.S. HIGHWAY 60 FOR 4.3 MILES TO THE SOUTHEAST
 ER0475'CORNER OF A FENCE, TURN LEFT THROUGH A GATE AND HEAD NORTHEAST
 ER0475'TOWARD THE HIGHEST POINT OF HILL FOR ABOUT 1.5 MILES TO WITHIN
 ER0475'600 YARDS OF THE STATION.  THE STATION AND REFERENCE MARKS
 ER0475'ARE STANDARD DISKS SET IN DRILL HOLES IN BOULDERS.  STATION
 ER0475'WAS STAMPED 1931 BY THE GENERAL LAND OFFICE.  REFERENCE
 ER0475'MARK NO. 1 (1931) IS IN A BOULDER AT THE FOOT OF THE ROCK
 ER0475'KNOLL AND 67.69 FEET FROM THE STATION N 82 DEG 07 MIN E.
 ER0475'AND REFERENCE MARK NO. 2 IS 27.70 FEET FROM THE
 ER0475'STATION S 27 DEG 36 MIN W.  BENCH MARK Z 66
 ER0475'CAN BE USED
 ER0475'FOR THE AZIMUTH MARK.
 ER0475
 ER0475                          STATION RECOVERY (1968)
 ER0475
 ER0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 ER0475'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 ER0475'AND B.M. Z 66 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.
 ER0475'THE STATION WAS VISITED BUT NOT OCCUPIED SO DISTANCES AND
 ER0475'DIRECTIONS WERE NOT VERIFIED.
 ER0475'
 ER0475'DUE TO A CHANGE IN THE HIGHWAY, A NEW TO REACH OF THE STATION
 ER0475'FOLLOWS.
 ER0475'
 ER0475'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGERVILLE,
 ER0475'GO EAST ON U.S. HIGHWAY 60 FOR 4.35 MILES TO A GRAVEL SIDE ROAD
 ER0475'LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.75
 ER0475'MILE TO WHERE THE OLD HIGHWAY CROSSES ROAD.  (THE AZIMUTH
 ER0475'MARK, B.M. Z 66, IS 0.25 MILE EAST ON THE OLD HIGHWAY ON THE
 ER0475'SOUTH SIDE OF THE ROAD).  TURN LEFT AND GO WEST ON THE OLD
 ER0475'BLACKTOP HIGHWAY FOR 1.15 MILES TO A GATE ON THE RIGHT.
 ER0475'TURN RIGHT, PASS THROUGH THE GATE, AND FOLLOW THE MAIN TRACK
 ER0475'ROAD NORTHERLY FOR 1.35 MILES TO THE TOP OF THE HILL AND THE
 ER0475'STATION.
 ER0475
 ER0475                          STATION RECOVERY (1978)
 ER0475
 ER0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ER0475'THE STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 ER0475'RECOVERED AND FOUND IN GOOD CONDITION.  NEW DISTANCES AND DIRECTIONS
 ER0475'WERE MADE AT THIS TIME.
 ER0475'
 ER0475'A NEW TO REACH DESCRIPTION FOLLOWS--
 ER0475'
 ER0475'TO REACH FROM THE JUNCTION OF HWYS. 60-180 AND 666, 0.7 MILES
 ER0475'EAST OF SPRINGERVILLE, TRAVEL EAST ON HWY. 60 FOR 3.6 MILES TO MILE
 ER0475'POST 392.15 AND A GRAVEL ROAD TO THE NORTH.  TURN LEFT AND FOLLOW
 ER0475'GRAVEL ROAD FOR 1.6 MILES TO A TRAIL ON THE LEFT, TURN LEFT ON
 ER0475'TRAIL AND GO 0.55 MILES TO A FORK, TAKE LEFT FORK AND GO 0.8 MILES
 ER0475'AND END OF TRUCK TRAVEL ABOUT 75 FEET SOUTH OF STATION.  A 4 X
 ER0475'4 REQUIRED.
 ER0475'
 ER0475'FOR DESCRIPTION OF AZIMUTH MARK, B.M. Z 66.
 ER0475'
 ER0475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES ENE
 ER0475'OF SPRINGERVILLE.
 ER0475'
 ER0475'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0750 ***********************************************************************
 DT0750  DESIGNATION -  STATION 119
 DT0750  PID         -  DT0750
 DT0750  STATE/COUNTY-  AZ/GREENLEE
 DT0750  USGS QUAD   -  CLIFTON (1989)
 DT0750
 DT0750                         *CURRENT SURVEY CONTROL
 DT0750  ___________________________________________________________________
 DT0750* NAD 83(1992)-  33 04 21.42791(N)    109 22 24.22414(W)     ADJUSTED  
 DT0750* NAVD 88     -      1651.     (meters)    5417.     (feet)  SCALED    
 DT0750  ___________________________________________________________________
 DT0750  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DT0750  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DT0750  HORZ ORDER  -  SECOND
 DT0750
 DT0750.The horizontal coordinates were established by classical geodetic methods
 DT0750.and adjusted by the National Geodetic Survey in August 1993.
 DT0750
 DT0750.The orthometric height was scaled from a topographic map.
 DT0750
 DT0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0750
 DT0750.The geoid height was determined by GEOID03.
 DT0750
 DT0750;                    North         East     Units Scale Factor Converg.
 DT0750;SPC AZ E     -   230,084.349   287,426.499   MT  0.99996762   +0 25 58.5
 DT0750;SPC AZ E     -   754,869.91    943,000.32   iFT  0.99996762   +0 25 58.5
 DT0750;UTM  12      - 3,660,513.844   651,834.321   MT  0.99988425   +0 53 16.1
 DT0750
 DT0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0750!SPC AZ E     -   0.99974489  x   0.99996762  =   0.99971252
 DT0750!UTM  12      -   0.99974489  x   0.99988425  =   0.99962917
 DT0750
 DT0750                          SUPERSEDED SURVEY CONTROL
 DT0750
 DT0750  NAD 83(1986)-  33 04 21.42358(N)    109 22 24.22285(W) AD(       ) 2
 DT0750  NAD 27      -  33 04 21.19900(N)    109 22 21.95200(W) AD(       ) 2
 DT0750
 DT0750.Superseded values are not recommended for survey control.
 DT0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0750.See file dsdata.txt to determine how the superseded data were derived.
 DT0750
 DT0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5183460514(NAD 83)
 DT0750_MARKER: P = PIPE CAP
 DT0750_SETTING: 0 = UNSPECIFIED SETTING
 DT0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0750
 DT0750  HISTORY     - Date     Condition        Report By
 DT0750  HISTORY     - 1945     MONUMENTED       CGS
 DT0750
 DT0750                          STATION DESCRIPTION
 DT0750
 DT0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DT0750'TRIANGULATION STATION 119 IS W OF STATION RENCI.  IT IS MARKED
 DT0750'BY A 1-1/2-INCH IRON PIPE, 7 FEET HIGH, CEMENTED INTO ROCK.
 DT0750'THE BASE IS STAMPED 119.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2400 ***********************************************************************
 CZ2400  DESIGNATION -  STEAVE
 CZ2400  PID         -  CZ2400
 CZ2400  STATE/COUNTY-  AZ/PIMA
 CZ2400  USGS QUAD   -  ORO VALLEY (1981)
 CZ2400
 CZ2400                         *CURRENT SURVEY CONTROL
 CZ2400  ___________________________________________________________________
 CZ2400* NAD 83(1992)-  32 26 09.43065(N)    110 56 03.57106(W)     ADJUSTED  
 CZ2400* NAVD 88     -       861.8    (meters)    2827.     (feet)  VERTCON   
 CZ2400  ___________________________________________________________________
 CZ2400  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 CZ2400  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CZ2400  HORZ ORDER  -  SECOND
 CZ2400
 CZ2400.The horizontal coordinates were established by classical geodetic methods
 CZ2400.and adjusted by the National Geodetic Survey in August 1993.
 CZ2400
 CZ2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2400
 CZ2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2400
 CZ2400.The geoid height was determined by GEOID03.
 CZ2400
 CZ2400;                    North         East     Units Scale Factor Converg.
 CZ2400;SPC AZ C     -   159,630.050   305,735.330   MT  1.00000519   +0 31 36.9
 CZ2400;SPC AZ C     -   523,720.64  1,003,068.67   iFT  1.00000519   +0 31 36.9
 CZ2400;UTM  12      - 3,588,761.354   506,173.797   MT  0.99960047   +0 02 06.8
 CZ2400
 CZ2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2400!SPC AZ C     -   0.99986919  x   1.00000519  =   0.99987438
 CZ2400!UTM  12      -   0.99986919  x   0.99960047  =   0.99946972
 CZ2400
 CZ2400|---------------------------------------------------------------------|
 CZ2400| PID    Reference Object                     Distance      Geod. Az  |
 CZ2400|                                                           dddmmss.s |
 CZ2400| CS5922 STEAVE RM 1                           8.907 METERS 00123     |
 CZ2400| CS5923 STEAVE RM 2                           9.064 METERS 18053     |
 CZ2400|---------------------------------------------------------------------|
 CZ2400
 CZ2400                          SUPERSEDED SURVEY CONTROL
 CZ2400
 CZ2400  NAD 83(1986)-  32 26 09.42585(N)    110 56 03.56431(W) AD(       ) 2
 CZ2400  NGVD 29 (05/15/91)  861.1    (m)         2825.     (f) VERT ANG    3  
 CZ2400
 CZ2400.Superseded values are not recommended for survey control.
 CZ2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2400.See file dsdata.txt to determine how the superseded data were derived.
 CZ2400
 CZ2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0617488761(NAD 83)
 CZ2400_MARKER: DS = TRIANGULATION STATION DISK
 CZ2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2400+STABILITY: SURFACE MOTION
 CZ2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2400+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2007
 CZ2400
 CZ2400  HISTORY     - Date     Condition        Report By
 CZ2400  HISTORY     - 1983     MONUMENTED       AZDT
 CZ2400  HISTORY     - 20010331 GOOD             NGS
 CZ2400  HISTORY     - 20020311 GOOD             INDIV
 CZ2400  HISTORY     - 20070316 GOOD             GEOCAC
 CZ2400
 CZ2400                          STATION DESCRIPTION
 CZ2400
 CZ2400'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ2400'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF CATALINA ALONG U.S.
 CZ2400'HIGHWAY 89.
 CZ2400'
 CZ2400'THE STATION MARK IS AN AZDT DISK STAMPED---STEAVE 1983---.  IT IS SET
 CZ2400'IN TOP OF A 10 INCH CONCRETE MONUMENT 97.5 FEET WEST OF THE CENTERLINE
 CZ2400'OF U.S. HIGHWAY 89 AND 2-1/2 FEET EAST OF THE WITNESS POST.
 CZ2400'
 CZ2400'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---STEAVE RM 1 1983---.  IT IS
 CZ2400'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2400'
 CZ2400'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---STEAVE RM 2 1983---.  IT IS
 CZ2400'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2400'
 CZ2400'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL SOUTH
 CZ2400'ALONG U.S. HIGHWAY 89 FOR 4.5 MILES TO THE STATION ON THE RIGHT AT
 CZ2400'MILE POST 82.45.
 CZ2400
 CZ2400                          STATION RECOVERY (2001)
 CZ2400
 CZ2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CZ2400
 CZ2400                          STATION RECOVERY (2002)
 CZ2400
 CZ2400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CZ2400'RECOVERED. MARK IS APPROXIMATELY 0.6 MILES NORTH OF INTERSECTION OF
 CZ2400'HWY. 89 (ORACLE ROAD) AND TANGERINE ROAD.
 CZ2400
 CZ2400                          STATION RECOVERY (2007)
 CZ2400
 CZ2400'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CZ2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1133 ***********************************************************************
 CY1133  DESIGNATION -  STEEL OIL DERRICK
 CY1133  PID         -  CY1133
 CY1133  STATE/COUNTY-  AZ/COCHISE
 CY1133  USGS QUAD   -  SAN SIMON (1987)
 CY1133
 CY1133                         *CURRENT SURVEY CONTROL
 CY1133  ___________________________________________________________________
 CY1133* NAD 83(1992)-  32 15 09.27539(N)    109 12 56.86813(W)     ADJUSTED  
 CY1133* NAVD 88     -              **(meters)            **(feet)            
 CY1133  ___________________________________________________________________
 CY1133  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 CY1133  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY1133  HORZ ORDER  -  THIRD
 CY1133
 CY1133.The horizontal coordinates were established by classical geodetic methods
 CY1133.and adjusted by the National Geodetic Survey in August 1993.
 CY1133
 CY1133
 CY1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1133
 CY1133.The geoid height was determined by GEOID03.
 CY1133
 CY1133;                    North         East     Units Scale Factor Converg.
 CY1133;SPC AZ E     -   139,268.956   302,956.332   MT  0.99999896   +0 30 26.9
 CY1133;SPC AZ E     -   456,919.15    993,951.22   iFT  0.99999896   +0 30 26.9
 CY1133;UTM  12      - 3,569,829.274   668,075.696   MT  0.99994838   +0 57 08.5
 CY1133
 CY1133                          SUPERSEDED SURVEY CONTROL
 CY1133
 CY1133  NAD 83(1986)-  32 15 09.27155(N)    109 12 56.86660(W) AD(       ) 4
 CY1133  NAD 27      -  32 15 08.95000(N)    109 12 54.56000(W) AD(       ) 3
 CY1133
 CY1133.Superseded values are not recommended for survey control.
 CY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1133.See file dsdata.txt to determine how the superseded data were derived.
 CY1133
 CY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6807669829(NAD 83)
 CY1133_MARKER: 67 = OIL DERRICK
 CY1133
 CY1133  HISTORY     - Date     Condition        Report By
 CY1133  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1133
 CY1133                          STATION DESCRIPTION
 CY1133
 CY1133'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0470 ***********************************************************************
 CY0470  DESIGNATION -  STEELE
 CY0470  PID         -  CY0470
 CY0470  STATE/COUNTY-  AZ/COCHISE
 CY0470  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0470
 CY0470                         *CURRENT SURVEY CONTROL
 CY0470  ___________________________________________________________________
 CY0470* NAD 83(1992)-  32 10 36.44699(N)    109 56 58.58832(W)     ADJUSTED  
 CY0470* NAVD 88     -      1288.124  (meters)    4226.12   (feet)  ADJUSTED  
 CY0470  ___________________________________________________________________
 CY0470  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CY0470  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0470  DYNAMIC HT  -        1286.181 (meters)    4219.75  (feet)  COMP
 CY0470  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 CY0470
 CY0470  HORZ ORDER  -  SECOND
 CY0470  VERT ORDER  -  FIRST     CLASS II
 CY0470
 CY0470.The horizontal coordinates were established by classical geodetic methods
 CY0470.and adjusted by the National Geodetic Survey in August 1993.
 CY0470
 CY0470.The orthometric height was determined by differential leveling
 CY0470.and adjusted in June 1991.
 CY0470
 CY0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0470
 CY0470.The geoid height was determined by GEOID03.
 CY0470
 CY0470.The dynamic height is computed by dividing the NAVD 88
 CY0470.geopotential number by the normal gravity value computed on the
 CY0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0470.degrees latitude (g = 980.6199 gals.).
 CY0470
 CY0470.The modeled gravity was interpolated from observed gravity values.
 CY0470
 CY0470;                    North         East     Units Scale Factor Converg.
 CY0470;SPC AZ E     -   130,489.755   233,829.089   MT  0.99990517   +0 06 56.1
 CY0470;SPC AZ E     -   428,115.99    767,155.80   iFT  0.99990517   +0 06 56.1
 CY0470;UTM  12      - 3,560,515.320   599,026.726   MT  0.99972093   +0 33 33.9
 CY0470
 CY0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0470!SPC AZ E     -   0.99980206  x   0.99990517  =   0.99970725
 CY0470!UTM  12      -   0.99980206  x   0.99972093  =   0.99952304
 CY0470
 CY0470|---------------------------------------------------------------------|
 CY0470| PID    Reference Object                     Distance      Geod. Az  |
 CY0470|                                                           dddmmss.s |
 CY0470| CY0469 STEELE RM 1                           4.145 METERS 16235     |
 CY0470| CY0468 STEELE RM 2                          11.216 METERS 22656     |
 CY0470| CY0467 STEELE AZ MK                                       2313233.9 |
 CY0470|---------------------------------------------------------------------|
 CY0470
 CY0470                          SUPERSEDED SURVEY CONTROL
 CY0470
 CY0470  NAD 83(1986)-  32 10 36.44031(N)    109 56 58.58577(W) AD(       ) 2
 CY0470  NAD 27      -  32 10 36.16670(N)    109 56 56.33740(W) AD(       ) 2
 CY0470  NGVD 29 (??/??/92) 1287.399  (m)         4223.74   (f) ADJ UNCH    1 2
 CY0470
 CY0470.Superseded values are not recommended for survey control.
 CY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0470.See file dsdata.txt to determine how the superseded data were derived.
 CY0470
 CY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9902760515(NAD 83)
 CY0470_MARKER: DB = BENCH MARK DISK
 CY0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0470_STAMPING: STEELE 1960
 CY0470_PROJECTION: PROJECTING 1 CENTIMETERS
 CY0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0470+STABILITY: SURFACE MOTION
 CY0470
 CY0470  HISTORY     - Date     Condition        Report By
 CY0470  HISTORY     - 1960     MONUMENTED       CGS
 CY0470  HISTORY     - 1960     GOOD             CGS
 CY0470  HISTORY     - 1979     GOOD             NGS
 CY0470
 CY0470                          STATION DESCRIPTION
 CY0470
 CY0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0470'THE STATION IS ABOUT 26 MILES NORTHEAST OF BENSON AND ABOUT
 CY0470'8-1/2 MILES SOUTHWEST OF WILLCOX AT THE NORTHWEST CORNER OF
 CY0470'THE OVERPASS ON U.S. HIGHWAY 666.
 CY0470'
 CY0470'TO REACH THE STATION FROM THE POST OFFICE AT BENSON GO NORTHEAST
 CY0470'ON STATE HIGHWAY 86 FOR 17.1 MILES TO THE JOHNSON ROAD UNDER PASS,
 CY0470'CONTINUE NORTHEAST ON STATE HIGHWAY 86 FOR 7.6 MILES TO MILE
 CY0470'POST NO. 318, CONTINUE NORTHEAST ON STATE HIGHWAY 86 FOR 0.3
 CY0470'MILE TO THE AZIMUTH MARK ON THE RIGHT.  FROM HERE CONTINUE
 CY0470'NORTHEAST ON STATE HIGHWAY 86 FOR 0.9 MILE TO THE EXIT FOR
 CY0470'U.S. HIGHWAY 666, TURN RIGHT ON THE EXIT AND GO 0.1 MILE TO
 CY0470'U.S. HIGHWAY 666.  HERE TURN LEFT AND GO NORTHWEST ON U.S.
 CY0470'HIGHWAY 666 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CY0470'
 CY0470'THE STATION MARK, STAMPED STEELE 1960, IS A STANDARD DISK SET
 CY0470'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 CY0470'IT IS 20 FEET EAST OF THE CENTER OF U.S. HIGHWAY 666, 6 FEET
 CY0470'NORTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS AND 3 FEET
 CY0470'EAST OF THE GUARD RAIL.
 CY0470'
 CY0470'REFERENCE MARK NO. 1, STAMPED STEELE NO 1 1960, IS A STANDARD
 CY0470'DISK CEMENTED IN A DRILL HOLE AT THE TOP OF THE GUARDRAIL.  IT
 CY0470'IS 18 FEET EAST OF THE CENTER OF U.S. HIGHWAY 666 AND 4 FEET
 CY0470'ABOVE STATION ELEVATION.
 CY0470'
 CY0470'REFERENCE MARK NO. 2, STAMPED STEELE NO 2 1960, IS A STANDARD
 CY0470'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT OF THE
 CY0470'BRIDGE.  IT IS 16 FEET WEST OF THE CENTER OF U.S. HIGHWAY 666
 CY0470'AND 1 FOOT ABOVE THE ROAD.
 CY0470'
 CY0470'THE AZIMUTH MARK, STAMPED STEELE 1960, IS A STANDARD DISK SET
 CY0470'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 CY0470'INCHES.  IT IS 115 FEET SOUTHEAST OF THE EAST BOUND TRAFFIC
 CY0470'LANE, 16 FEET NORTHEAST OF THE CENTER OF A GATE AND 6 FEET
 CY0470'NORTHWEST OF THE WITNESS POST.
 CY0470
 CY0470                          STATION RECOVERY (1960)
 CY0470
 CY0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0470'8.5 MI SW FROM WILLCOX.
 CY0470'25.9 MILES NORTHEAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CY0470'HIGHWAY 86, THENCE 0.1 MILE NORTHWEST ON U. S. HIGHWAY 666 TO THE
 CY0470'STATION, 6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS, 3
 CY0470'FEET EAST OF THE GUARD RAIL, 20 FEET EAST OF CENTERLINE OF HIGHWAY,
 CY0470'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 CY0470
 CY0470                          STATION RECOVERY (1979)
 CY0470
 CY0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0470'43.8 KILOMETERS (27.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0470'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT THE NORTH CORNER
 CY0470'OF THE U. S. HIGHWAY 666 OVERPASS, 5.8 METERS (19 FEET) NORTHEAST
 CY0470'OF THE CENTERLINE OF HIGHWAY 666 AND 1.2 METERS (4 FEET) NORTHWEST
 CY0470'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE CURB.
 CY0470'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CY0470'THE MARK IS ABOVE LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0467 ***********************************************************************
 CY0467  DESIGNATION -  STEELE AZ MK
 CY0467  PID         -  CY0467
 CY0467  STATE/COUNTY-  AZ/COCHISE
 CY0467  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0467
 CY0467                         *CURRENT SURVEY CONTROL
 CY0467  ___________________________________________________________________
 CY0467* NAD 83(1986)-  32 10 05.     (N)    109 57 41.     (W)     SCALED    
 CY0467* NAVD 88     -      1302.231  (meters)    4272.40   (feet)  ADJUSTED  
 CY0467  ___________________________________________________________________
 CY0467  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CY0467  DYNAMIC HT  -        1300.270 (meters)    4265.97  (feet)  COMP
 CY0467  MODELED GRAV-     979,087.6   (mgal)                       NAVD 88
 CY0467  OBS GRAVITY -     979,089.4   (mgal)                       GRAV_OBS
 CY0467
 CY0467  VERT ORDER  -  FIRST     CLASS II
 CY0467
 CY0467.The horizontal coordinates were scaled from a topographic map and have
 CY0467.an estimated accuracy of +/- 6 seconds.
 CY0467
 CY0467.The orthometric height was determined by differential leveling
 CY0467.and adjusted in June 1991.
 CY0467
 CY0467.The geoid height was determined by GEOID03.
 CY0467
 CY0467.The dynamic height is computed by dividing the NAVD 88
 CY0467.geopotential number by the normal gravity value computed on the
 CY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0467.degrees latitude (g = 980.6199 gals.).
 CY0467
 CY0467.The modeled gravity was interpolated from observed gravity values.
 CY0467.The observed gravity was obtained from relative gravimeter ties
 CY0467.to the IGSN71 gravity network.
 CY0467
 CY0467;                    North         East    Units  Estimated Accuracy
 CY0467;SPC AZ E     -   129,520.      232,720.      MT  (+/- 180 meters Scaled)
 CY0467
 CY0467                          SUPERSEDED SURVEY CONTROL
 CY0467
 CY0467  NGVD 29 (??/??/92) 1301.391  (m)         4269.65   (f) ADJ UNCH    1 2
 CY0467
 CY0467.Superseded values are not recommended for survey control.
 CY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0467.See file dsdata.txt to determine how the superseded data were derived.
 CY0467
 CY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA979595(NAD 83)
 CY0467_MARKER: DZ = AZIMUTH MARK DISK
 CY0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0467_STAMPING: STEELE 1960
 CY0467_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0467+STABILITY: SURFACE MOTION
 CY0467
 CY0467  HISTORY     - Date     Condition        Report By
 CY0467  HISTORY     - 1960     MONUMENTED       CGS
 CY0467  HISTORY     - 1979     GOOD             NGS
 CY0467
 CY0467                          STATION DESCRIPTION
 CY0467
 CY0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0467'8.5 MI SW FROM WILLCOX.
 CY0467'25.0 MILES NORTHEAST OF THE POST OFFICE AT BENSON, ARIZONA ON STATE
 CY0467'HIGHWAY 86, 0.3 MILE NORTHEAST OF MILEPOST 318, 16.0 FEET NORTHEAST OF
 CY0467'A GATE, 115 FEET SOUTHEAST OF CENTERLINE OF THE EASTBOUND TRAFFIC LANE
 CY0467'OF HIGHWAY, 6 FEET NORTHWEST OF WITNESS POST, SET IN THE TOP OF A
 CY0467'12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CY0467
 CY0467                          STATION RECOVERY (1979)
 CY0467
 CY0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0467'42.2 KILOMETERS (26.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0467'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT THE JUNCTION OF A
 CY0467'TRACK ROAD LEADING SOUTHEAST TO A WINDMILL AND CATTLE CORRAL,
 CY0467'0.6 KILOMETER (0.35 MILE) SOUTHWEST OF MILE POST 331, 33.6 METERS
 CY0467'(111 FEET) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 5.9
 CY0467'METERS (19.5 FEET) NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD
 CY0467'AND A WIRE GATE AND 1.6 METERS (5.4 FEET) NORTHWEST OF THE SOUTHEAST
 CY0467'RIGHT-OF-WAY FENCE.
 CY0467'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 CY0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0469 ***********************************************************************
 CY0469  DESIGNATION -  STEELE RM 1
 CY0469  PID         -  CY0469
 CY0469  STATE/COUNTY-  AZ/COCHISE
 CY0469  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0469
 CY0469                         *CURRENT SURVEY CONTROL
 CY0469  ___________________________________________________________________
 CY0469* NAD 83(1986)-  32 10 36.     (N)    109 56 58.     (W)     SCALED    
 CY0469* NAVD 88     -      1289.292  (meters)    4229.95   (feet)  ADJUSTED  
 CY0469  ___________________________________________________________________
 CY0469  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0469  DYNAMIC HT  -        1287.347 (meters)    4223.57  (feet)  COMP
 CY0469  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 CY0469
 CY0469  VERT ORDER  -  FIRST     CLASS II
 CY0469
 CY0469.The horizontal coordinates were scaled from a topographic map and have
 CY0469.an estimated accuracy of +/- 6 seconds.
 CY0469
 CY0469.The orthometric height was determined by differential leveling
 CY0469.and adjusted in June 1991.
 CY0469
 CY0469.The geoid height was determined by GEOID03.
 CY0469
 CY0469.The dynamic height is computed by dividing the NAVD 88
 CY0469.geopotential number by the normal gravity value computed on the
 CY0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0469.degrees latitude (g = 980.6199 gals.).
 CY0469
 CY0469.The modeled gravity was interpolated from observed gravity values.
 CY0469
 CY0469;                    North         East    Units  Estimated Accuracy
 CY0469;SPC AZ E     -   130,480.      233,850.      MT  (+/- 180 meters Scaled)
 CY0469
 CY0469                          SUPERSEDED SURVEY CONTROL
 CY0469
 CY0469  NGVD 29 (??/??/92) 1288.510  (m)         4227.39   (f) ADJ UNCH    1 2
 CY0469
 CY0469.Superseded values are not recommended for survey control.
 CY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0469.See file dsdata.txt to determine how the superseded data were derived.
 CY0469
 CY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA990605(NAD 83)
 CY0469_MARKER: DR = REFERENCE MARK DISK
 CY0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0469_SP_SET: OVERPASS
 CY0469_STAMPING: STEELE NO 1 1960
 CY0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0469
 CY0469  HISTORY     - Date     Condition        Report By
 CY0469  HISTORY     - 1960     MONUMENTED       CGS
 CY0469  HISTORY     - 1979     GOOD             NGS
 CY0469
 CY0469                          STATION DESCRIPTION
 CY0469
 CY0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0469'8.5 MI SW FROM WILLCOX.
 CY0469'25.9 MILES NORTHEAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CY0469'HIGHWAY 86, THENCE 0.1 MILE NORTHWEST ON U. S. HIGHWAY 666 TO
 CY0469'TRIANGULATION STATION STEELE. R M 1 IS CEMENTED IN A DRILL HOLE IN THE
 CY0469'NORTHEAST ABUTMENT OF THE OVERPASS ABOUT 4 FEET HIGHER THAN THE
 CY0469'HIGHWAY, 18.0 FEET EAST OF THE CENTER OF U. S. HIGHWAY 666.
 CY0469
 CY0469                          STATION RECOVERY (1979)
 CY0469
 CY0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0469'43.8 KILOMETERS (27.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0469'FROM THE OCOTILLO STREET OVERPASS AT BENSON, SET IN TOP OF THE
 CY0469'SOUTHEAST END OF THE CONCRETE GUARD RAIL ON THE NORTH CORNER OF THE
 CY0469'U. S. HIGHWAY 666 OVERPASS, AND SET OVER THE NORTHWEST ABUTMENT,
 CY0469'5.3 METERS (17.4 FEET) NORTHEAST OF THE CENTERLINE OF HIGHWAY 666
 CY0469'AND 12 CENTIMETERS (4 INCHES) NORTHWEST OF THE SOUTHEAST END OF THE
 CY0469'GUARD RAIL.
 CY0469'THE MARK IS 4.7 METERS  SE FROM A WITNESS POST.
 CY0469'THE MARK IS 1.1 M ABOVE HIGHWAY 666 CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0468 ***********************************************************************
 CY0468  DESIGNATION -  STEELE RM 2
 CY0468  PID         -  CY0468
 CY0468  STATE/COUNTY-  AZ/COCHISE
 CY0468  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0468
 CY0468                         *CURRENT SURVEY CONTROL
 CY0468  ___________________________________________________________________
 CY0468* NAD 83(1986)-  32 10 36.     (N)    109 56 58.     (W)     SCALED    
 CY0468* NAVD 88     -      1288.516  (meters)    4227.41   (feet)  ADJUSTED  
 CY0468  ___________________________________________________________________
 CY0468  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0468  DYNAMIC HT  -        1286.573 (meters)    4221.03  (feet)  COMP
 CY0468  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 CY0468
 CY0468  VERT ORDER  -  FIRST     CLASS II
 CY0468
 CY0468.The horizontal coordinates were scaled from a topographic map and have
 CY0468.an estimated accuracy of +/- 6 seconds.
 CY0468
 CY0468.The orthometric height was determined by differential leveling
 CY0468.and adjusted in June 1991.
 CY0468
 CY0468.The geoid height was determined by GEOID03.
 CY0468
 CY0468.The dynamic height is computed by dividing the NAVD 88
 CY0468.geopotential number by the normal gravity value computed on the
 CY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0468.degrees latitude (g = 980.6199 gals.).
 CY0468
 CY0468.The modeled gravity was interpolated from observed gravity values.
 CY0468
 CY0468;                    North         East    Units  Estimated Accuracy
 CY0468;SPC AZ E     -   130,480.      233,850.      MT  (+/- 180 meters Scaled)
 CY0468
 CY0468                          SUPERSEDED SURVEY CONTROL
 CY0468
 CY0468  NGVD 29 (??/??/92) 1287.728  (m)         4224.82   (f) ADJ UNCH    1 2
 CY0468
 CY0468.Superseded values are not recommended for survey control.
 CY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0468.See file dsdata.txt to determine how the superseded data were derived.
 CY0468
 CY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA990605(NAD 83)
 CY0468_MARKER: DR = REFERENCE MARK DISK
 CY0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0468_SP_SET: OVERPASS
 CY0468_STAMPING: STEELE NO 2 1960
 CY0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0468
 CY0468  HISTORY     - Date     Condition        Report By
 CY0468  HISTORY     - 1960     MONUMENTED       CGS
 CY0468  HISTORY     - 1979     GOOD             NGS
 CY0468
 CY0468                          STATION DESCRIPTION
 CY0468
 CY0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0468'8.5 MI SW FROM WILLCOX.
 CY0468'25.9 MILES NORTHEAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CY0468'HIGHWAY 86, THENCE 0.1 MILE NORTHWEST ON U.S. HIGHWAY 666 TO
 CY0468'TRIANGULATION STATION STEELE.  R M 2 IS CEMENTED IN A DRILL HOLE IN
 CY0468'THE NORTHWEST ABUTMENT OF THE OVERPASS, ABOUT 1 FOOT HIGHER THAN THE
 CY0468'ROAD, 16.0 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 666.
 CY0468
 CY0468                          STATION RECOVERY (1979)
 CY0468
 CY0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0468'43.8 KILOMETERS (27.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0468'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT THE U. S. HIGHWAY
 CY0468'666 INTERCHANGE, IN TOP OF THE SOUTHWEST CURB OF THE OVERPASS
 CY0468'BRIDGE, 0.6 METER (2 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 CY0468'CURB AND 4.8 METERS (15.8 FEET) SOUTHWEST OF THE CENTERLINE OF
 CY0468'HIGHWAY 666.
 CY0468'THE MARK IS 11.6 METERS  SW FROM A WITNESS POST.
 CY0468'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1749 ***********************************************************************
 CZ1749  DESIGNATION -  STEER
 CZ1749  PID         -  CZ1749
 CZ1749  STATE/COUNTY-  AZ/GRAHAM
 CZ1749  USGS QUAD   -  TELEGRAPH WASH (1972)
 CZ1749
 CZ1749                         *CURRENT SURVEY CONTROL
 CZ1749  ___________________________________________________________________
 CZ1749* NAD 83(1992)-  32 55 45.97758(N)    110 04 10.32770(W)     ADJUSTED  
 CZ1749* NAVD 88     -      1127.2    (meters)    3698.     (feet)  VERTCON   
 CZ1749  ___________________________________________________________________
 CZ1749  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 CZ1749  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CZ1749  HORZ ORDER  -  FIRST
 CZ1749
 CZ1749.The horizontal coordinates were established by classical geodetic methods
 CZ1749.and adjusted by the National Geodetic Survey in August 1993.
 CZ1749
 CZ1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1749
 CZ1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1749
 CZ1749.The geoid height was determined by GEOID03.
 CZ1749
 CZ1749;                    North         East     Units Scale Factor Converg.
 CZ1749;SPC AZ E     -   213,930.938   222,443.534   MT  0.99990102   +0 03 10.1
 CZ1749;SPC AZ E     -   701,873.16    729,801.62   iFT  0.99990102   +0 03 10.1
 CZ1749;UTM  12      - 3,643,848.499   586,990.818   MT  0.99969331   +0 30 21.0
 CZ1749
 CZ1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1749!SPC AZ E     -   0.99982730  x   0.99990102  =   0.99972834
 CZ1749!UTM  12      -   0.99982730  x   0.99969331  =   0.99952066
 CZ1749
 CZ1749:                Primary Azimuth Mark                     Grid Az
 CZ1749:SPC AZ E     -  B 32 3172                                015 56 46.8
 CZ1749:UTM  12      -  B 32 3172                                015 29 35.9
 CZ1749
 CZ1749|---------------------------------------------------------------------|
 CZ1749| PID    Reference Object                     Distance      Geod. Az  |
 CZ1749|                                                           dddmmss.s |
 CZ1749| CC8301 B 32 3172                                          0155956.9 |
 CZ1749| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX.15.3 KM 0400103.0 |
 CZ1749| CC8302 STEER RM 1                            5.314 METERS 12616     |
 CZ1749| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.27.8 KM 1502012.4 |
 CZ1749| CZ1759 WEST PEAK LOOKOUT TOWER             APPROX.21.5 KM 1721515.9 |
 CZ1749| CC8303 STEER RM 2                           11.046 METERS 21739     |
 CZ1749| CZ1756 TARGET ABOUT 4 MI SW OF STEER       APPROX. 6.4 KM 2554118.4 |
 CZ1749|---------------------------------------------------------------------|
 CZ1749
 CZ1749                          SUPERSEDED SURVEY CONTROL
 CZ1749
 CZ1749  NAD 83(1986)-  32 55 45.97323(N)    110 04 10.32748(W) AD(       ) 1
 CZ1749  NAD 27      -  32 55 45.75000(N)    110 04 08.02500(W) AD(       ) 1
 CZ1749  NGVD 29 (07/19/86) 1126.5    (m)         3696.     (f) VERT ANG    3  
 CZ1749
 CZ1749.Superseded values are not recommended for survey control.
 CZ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1749.See file dsdata.txt to determine how the superseded data were derived.
 CZ1749
 CZ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8699143848(NAD 83)
 CZ1749_MARKER: DS = TRIANGULATION STATION DISK
 CZ1749_SETTING: 0 = UNSPECIFIED SETTING
 CZ1749
 CZ1749  HISTORY     - Date     Condition        Report By
 CZ1749  HISTORY     - 1945     MONUMENTED       CGS
 CZ1749  HISTORY     - 1946     GOOD             CGS
 CZ1749  HISTORY     - 1967     GOOD             AMS
 CZ1749  HISTORY     - 1983     GOOD             LOCENG
 CZ1749
 CZ1749                          STATION DESCRIPTION
 CZ1749
 CZ1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CZ1749'STATION IS LOCATED ABOUT 9 MILES, AIRLINE, SW OF FT. THOMAS
 CZ1749'AND 2 MILES S OF BLACK ROCK WASH.  IT IS ON THE HIGHEST POINT
 CZ1749'OF A GROUP OF SANDY HILLS AND RIDGES, THE STATION BEING
 CZ1749'LOCATED ON THE S END OF A LONG RIDGE RUNNING N-S.
 CZ1749'
 CZ1749'TO REACH FROM THE RAILROAD CROSSING JUST E OF THE DEPOT
 CZ1749'IN FT. THOMAS, CROSS THE TRACKS AND TAKE THE RIGHT FORK,
 CZ1749'THIS FORK IS JUST S OF THE CROSSING, AND CONTINUE ON THE
 CZ1749'MAIN TRAVELED ROAD FOR 1.6 MILES TO CATTLE GUARD.  CONTINUE
 CZ1749'FOR 0.7 MILE TO ANOTHER CATTLE GUARD, CONTINUE STRAIGHT
 CZ1749'AHEAD ON THE MAIN TRAVELED ROAD FOR 1.5 MILES TO ANOTHER
 CZ1749'CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO ANOTHER
 CZ1749'CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR 1.8 MILES TO WHERE
 CZ1749'THE ROAD MAKES A SLIGHT LEFT CURVE AND GOES DOWN INTO A LOW
 CZ1749'WIDE WASH.  IT IS AT THIS POINT THAT THE AZIMUTH MARK IS
 CZ1749'REACHED.  IT IS A U.S. GEOLOGICAL SURVEY BENCH-MARK SET IN A
 CZ1749'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.  IT
 CZ1749'IS 30 FEET TO THE RIGHT OF THE ROAD AND 3 FEET S OF A
 CZ1749'WITNESS POST.  TO CONTINUE TO THE STATION, PROCEED AHEAD
 CZ1749'ON THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A TRACK ROAD
 CZ1749'LEADING LEFT TOWARD A CORRAL AND WINDMILL WHICH CAN BE
 CZ1749'SEEN WHEN APPROACHING ON THE MAIN ROAD.  TURN LEFT ON
 CZ1749'THE TRACK ROAD AND CONTINUE FOR 0.1 MILE TO THE RIGHT OF
 CZ1749'THE CORRAL, KEEP STRAIGHT AHEAD FOR 0.2 MILE TO A WIRE
 CZ1749'FENCE AND GATE (DO NOT PASS THROUGH THE GATE BUT TURN
 CZ1749'RIGHT ALONG THE FENCE) AND CONTINUE ON THE DIM TRACKS FOR
 CZ1749'0.6 MILE TO WHERE THE ROAD COMES TO THE FENCE CORNER.
 CZ1749'BEAR RIGHT ACROSS COUNTRY ON THE FIRST RIDGE AND
 CZ1749'CONTINUE ON THE RIDGE FOR 0.4 MILE TO WHERE IT DROPS OFF
 CZ1749'TO THE SANDY WASH ON THE LEFT AND THE END OF TRUCK TRAVEL.
 CZ1749'THE STATION CANNOT BE SEEN FROM HERE BUT A HIGH KNOB CAN BE
 CZ1749'SEEN TO THE SW ON A RIDGE ABOUT 1/2 MILE AWAY.  PACK TO THE
 CZ1749'RIGHT OF THE KNOB INTO THE SADDLE ON THE RIDGE, THEN BEAR
 CZ1749'RIGHT UP THE RIDGE TO WHERE IT MEETS A RIDGE SW.
 CZ1749'THE POINT ON WHICH THE STATION IS LOCATED CAN BE SEEN TO THE
 CZ1749'SW ON THE FAR END OF THE LONG RIDGE.  IT IS DISTINCT IN THAT
 CZ1749'IT IS JUST ABOVE A SHARPLY ERODED GULLY, THE ONLY ONE ON THE
 CZ1749'RIDGE.  CONTINUE ON THE TOP OF THE RIDGE SW FOR ABOUT 1 MILE
 CZ1749'TO THE HIGHEST POINT AND THE STATION.
 CZ1749'
 CZ1749'STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED STEER
 CZ1749'1945, AND SET IN AN IRON PIPE PROJECTING ABOUT 10 INCHES
 CZ1749'ABOVE THE GROUND.  IT IS ON THE HIGHEST POINT AND 10 FEET
 CZ1749'S OF THE DIRT CLIFF FORMED BY EROSION OF THE N SIDE OF THE
 CZ1749'RIDGE.
 CZ1749'
 CZ1749'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED STEER
 CZ1749'NO 1 1945, AND SET IN AN IRON PIPE PROJECTING ABOUT 2 INCHES
 CZ1749'ABOVE THE GROUND.  IT IS ESE OF THE STATION, ABOUT 1 FOOT
 CZ1749'LOWER, AND 12 FEET S OF THE DIRT CLIFF.
 CZ1749'
 CZ1749'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED STEER
 CZ1749'NO 2 1945, AND SET IN AN IRON PIPE PROJECTING ABOUT 2 INCHES
 CZ1749'ABOVE THE GROUND.  IT IS SSW OF THE STATION AND ABOUT 2
 CZ1749'FEET LOWER.
 CZ1749'
 CZ1749'AZIMUTH MARK IS A U.S.G.S. BENCH MARK, STAMPED ELEVATION ABOVE
 CZ1749'SEA 3172 FEET 32 B 1943.  IT IS ABOUT 3 MILES NNE OF THE
 CZ1749'STATION, 30 FEET W OF THE ROAD, AND 3 FEET S OF A WHITE
 CZ1749'WITNESS POST.  THE MARK IS SET IN A 12-INCH SQUARE CONCRETE
 CZ1749'POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  IT IS
 CZ1749'REACHED AS SHOWN ABOVE.
 CZ1749
 CZ1749                          STATION RECOVERY (1946)
 CZ1749
 CZ1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1749'THE PUBLISHED DISTANCES TO THE REFERENCE MARKS ARE
 CZ1749'GIVEN IN REVERSE ORDER.
 CZ1749'
 CZ1749'THE PUBLISHED DESCRIPTION FOR REACHING THE STATION WAS FOUND
 CZ1749'TO BE ADEQUATE AS FAR AS THE AZIMUTH MARK, BUT WAS NOT CHECKED
 CZ1749'BEYOND THAT POINT BY THIS OBSERVING PARTY SINCE THE STATION
 CZ1749'WAS REACHED BY A DEVIOUS ROUTE.
 CZ1749'
 CZ1749'ALL MARKS RECOVERED IN GOOD CONDITION.
 CZ1749
 CZ1749                          STATION RECOVERY (1967)
 CZ1749
 CZ1749'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1749'STATION IS LOCATED ABOUT 14.5 AIRMILES (WNW) OF PIMA AND
 CZ1749'ABOUT 22 AIRMILES (WNW) OF SAFFORD.
 CZ1749'
 CZ1749'TO REACH FROM THE UNION HIGH SCHOOL IN FT. THOMAS GO (W) OF
 CZ1749'U.S. HWY 70, 0.3 MILE TO A ROAD LEFT, TURN LEFT (S) AND PROCEED
 CZ1749'FOR 0.01 MILE CROSSING RAILROAD TRACKS TO A Y INTERSECTION,
 CZ1749'TAKE THE RIGHT FORK (SW) AND GO 0.4 MILE TO A CATTLE GUARD,
 CZ1749'CONTINUE STRAIGHT 1.2 MILE TO A CATTLE GUARD AND A FOUR WAY
 CZ1749'INTERSECTION, TAKE THE ROAD RIGHT (SW) AND PROCEED ON THIS ROAD
 CZ1749'0.8 MILE TO A CATTLE GUARD, CONTINUE STRAIGHT 0.9 MILE TO
 CZ1749'ANOTHER CATTLE GUARD, CONTINUE ON ROAD AND GO 1.1 MILE TO A
 CZ1749'CATTLE GUARD, CONTINUE STRAIGHT FOR 1.8 MILE TO THE
 CZ1749'AZIMUTH MARK LOCATED AT SLIGHT LEFT CURVE ON THE RIGHT
 CZ1749'SIDE OF THE ROAD.  FROM HERE STAY ON THE ROAD AND GO 1.8
 CZ1749'MILE TO A CATTLE GUARD CONTINUE ON ROAD FOR 2.8 MILE TO A
 CZ1749'ROAD LEFT, TURN LEFT (S) AND GO FOR 2.1 MILE.  AT THIS
 CZ1749'POINT THE ROAD WILL HAVE DESCENDED FROM A RIDGE AND WILL BE IN
 CZ1749'A WASH.  ALSO A CORRAL IS ON THE FAR SIDE OF THE WASH, TURN
 CZ1749'RIGHT (SE) DOWNSTREAM, AND GO 0.15 MILE.  MAKE A U TURN INTO
 CZ1749'THE NORTHEAST WASH AND GO 0.03 MILE TO ANOTHER ONE ON
 CZ1749'THE RIGHT, TURN RIGHT (SE) INTO THIS WASH AND GO 0.4
 CZ1749'MILE, HERE A RIDGE CAN BE SEEN ON THE LEFT RUNNING PARALLEL
 CZ1749'WITH THE WASH ABOUT 0.2 MILE AWAY, TAKE THE NEAREST FINGER
 CZ1749'OF THE RIDGE AND DRIVE (NE) UP IT 0.2 MILE TO THE
 CZ1749'HIGHEST POINT AND THE STATION.  THE STATION IS LOCATED ON
 CZ1749'THE HIGHEST POINT OF A NW-SE RIDGE 7 FT (S) OF THE (N) EDGE.
 CZ1749'STATION IS A BRONZE DISK STAMPED STEER 1945.
 CZ1749'
 CZ1749'REFERENCE MARK 1 IS A USC AND GS BRONZE DISK SET IN AN IRON
 CZ1749'PIPE STAMPED STEER 1 1945 AND IS
 CZ1749'S 65 DEG E AT A DISTANCE OF 17.43 FT AND A DE OF -1.2 FROM
 CZ1749'THE STATION.
 CZ1749'
 CZ1749'REFERENCE MARK 2 IS A USC AND GS BRONZE DISK SET IN AN IRON
 CZ1749'PIPE STAMPED STEER 2 1945 AND IS
 CZ1749'S 25 DEG W AT A DISTANCE OF 36.25 FT AND A DE OF -1.3 FROM
 CZ1749'THE STATION.
 CZ1749'
 CZ1749'THE AZIMUTH MARK IS A USGS BENCH MARK SET IN A CONCRETE
 CZ1749'POST AND STAMPED 3172 32 B 1943.  THE BENCH MARK IS 3 FT (S)
 CZ1749'OF A WITNESS POST AND 30 FT 10 IN (SW) OF THE ROAD CENTERLINE.
 CZ1749'
 CZ1749'CONDITION OF ALL MARKS IS GOOD AND VIEW IN ALL DIRECTIONS
 CZ1749'IS GOOD.
 CZ1749
 CZ1749                          STATION RECOVERY (1983)
 CZ1749
 CZ1749'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (WCG)
 CZ1749'GOOD CONDITION, A COLLAR STONE 3 FEET BASE 1 FOOT HIGH, CORNER FALLS
 CZ1749'ABOUT 6 FT SOUTH OF THE N SIDE OF A DIRT CLIFF FOUND BY EROSION AND
 CZ1749'AS CALLED FOR.
 CZ1749'
 CZ1749'BOTH RMS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0199 ***********************************************************************
 DV0199  DESIGNATION -  STELLA
 DV0199  PID         -  DV0199
 DV0199  STATE/COUNTY-  AZ/MARICOPA
 DV0199  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0199
 DV0199                         *CURRENT SURVEY CONTROL
 DV0199  ___________________________________________________________________
 DV0199* NAD 83(1992)-  33 31 46.97496(N)    112 06 46.91294(W)     ADJUSTED  
 DV0199* NAVD 88     -       355.83   (+/-2cm)    1167.4    (feet)  VERTCON   
 DV0199  ___________________________________________________________________
 DV0199  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DV0199  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0199  HORZ ORDER  -  FIRST
 DV0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0199
 DV0199.The horizontal coordinates were established by classical geodetic methods
 DV0199.and adjusted by the National Geodetic Survey in August 1993.
 DV0199
 DV0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0199.The vertical order pertains to the NGVD 29 superseded value.
 DV0199
 DV0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0199
 DV0199.The geoid height was determined by GEOID03.
 DV0199
 DV0199;                    North         East     Units Scale Factor Converg.
 DV0199;SPC AZ C     -   280,513.218   195,121.339   MT  0.99990410   -0 06 30.5
 DV0199;SPC AZ C     -   920,318.96    640,161.87   iFT  0.99990410   -0 06 30.5
 DV0199;UTM  12      - 3,710,568.273   396,648.447   MT  0.99973169   -0 36 53.5
 DV0199
 DV0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0199!SPC AZ C     -   0.99994882  x   0.99990410  =   0.99985293
 DV0199!UTM  12      -   0.99994882  x   0.99973169  =   0.99968053
 DV0199
 DV0199:                Primary Azimuth Mark                     Grid Az
 DV0199:SPC AZ C     -  PHOENIX PUB SER MICROWAVE MAST           019 04 13.5
 DV0199:UTM  12      -  PHOENIX PUB SER MICROWAVE MAST           019 34 36.5
 DV0199
 DV0199|---------------------------------------------------------------------|
 DV0199| PID    Reference Object                     Distance      Geod. Az  |
 DV0199|                                                           dddmmss.s |
 DV0199| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX. 7.5 KM 0185743.0 |
 DV0199| DV2073 PHOENIX INDIAN SCH BOILER STK       APPROX. 5.3 KM 1330323.5 |
 DV0199| CH5498 STELLA RM 3                          24.042 METERS 16649     |
 DV0199| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.22.3 KM 1681111.7 |
 DV0199| DV2086 SOUTH MOUNTAIN ST HWY PAT TWR       APPROX.22.3 KM 1685217.7 |
 DV0199| DV0198 STELLA RM 2                          28.278 METERS 23407     |
 DV0199| DV2022 GLENDALE CALCOT AZ COMPRESS TK      APPROX. 6.0 KM 2521114.8 |
 DV0199| DV2021 GLENDALE FEDERAL COMPRESS S TK      APPROX. 5.0 KM 2572115.6 |
 DV0199| DV2020 GLENDALE FEDERAL COMPRESS N TK      APPROX. 5.2 KM 2595532.3 |
 DV0199| CH5497 STELLA AZ MK                                       2681022.5 |
 DV0199| DV2023 GLENDALE MUNICIPAL TANK 6           APPROX. 7.8 KM 2855606.3 |
 DV0199| DV2009 PHOENIX RAD KPHO N MAST OF 4        APPROX. 1.1 KM 3035229.3 |
 DV0199| DV0197 STELLA RM 1                          25.402 METERS 35928     |
 DV0199|---------------------------------------------------------------------|
 DV0199
 DV0199                          SUPERSEDED SURVEY CONTROL
 DV0199
 DV0199  NAD 83(1986)-  33 31 46.96944(N)    112 06 46.91872(W) AD(       ) 1
 DV0199  NAD 27      -  33 31 46.82040(N)    112 06 44.37700(W) AD(       ) 1
 DV0199  NGVD 29 (??/??/92)  355.275  (m)         1165.60   (f) ADJ UNCH    2 0
 DV0199
 DV0199.Superseded values are not recommended for survey control.
 DV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0199.See file dsdata.txt to determine how the superseded data were derived.
 DV0199
 DV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9664810568(NAD 83)
 DV0199_MARKER: DS = TRIANGULATION STATION DISK
 DV0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0199_SP_SET: MONUMENT
 DV0199_STAMPING: STELLA 1959
 DV0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0199
 DV0199  HISTORY     - Date     Condition        Report By
 DV0199  HISTORY     - 1959     MONUMENTED       CGS
 DV0199  HISTORY     - 1959     GOOD             CGS
 DV0199  HISTORY     - 1962     GOOD             CGS
 DV0199  HISTORY     - 1963     GOOD             CGS
 DV0199  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 DV0199  HISTORY     - 20070302 MARK NOT FOUND   GEOCAC
 DV0199
 DV0199                          STATION DESCRIPTION
 DV0199
 DV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV0199'THE STATION IS IN THE NORTHWEST SECTION OF PHOENIX, ABOUT
 DV0199'1.4 MILES NORTH OF CAMELBACK ROAD, 0.6 MILE SOUTH OF GLENDALE
 DV0199'AVENUE, 100 FEET WEST OF ARIZONA STATE HIGHWAY 69, (BLACK
 DV0199'CANYON HIGHWAY), AND NEAR THE SOUTHEAST CORNER OF THE SAINT
 DV0199'SIMON AND JUDE CATHOLIC CHURCH GROUNDS.
 DV0199'
 DV0199'TO REACH THE STATION FROM THE INTERSECTION OF GLENDALE AVENUE
 DV0199'AND STATE HIGHWAY 69, GO SOUTH ON STATE HIGHWAY 69 FOR 0.65
 DV0199'MILE TO A BLADED ROAD ON THE RIGHT, WEST.  TURN RIGHT ON THE
 DV0199'BLADED ROAD AND GO WEST FOR ABOUT 100 FEET TO THE STATION
 DV0199'ON THE RIGHT, NORTH.
 DV0199'
 DV0199'THE STATION IS A STANDARD DISK, STAMPED STELLA 1959, SET
 DV0199'IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 DV0199'THE GROUND.  IT IS 31 FEET NORTH OF THE BLADED ROAD, 2.1
 DV0199'FEET WEST OF A WITNESS POST AND 1.7 FEET EAST OF A WIRE FENCE.
 DV0199'
 DV0199'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STELLA NO 1
 DV0199'1959, SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 DV0199'FLUSH WITH THE GROUND.  IT IS 111.3 FEET NORTH OF THE BLADED
 DV0199'ROAD, 83.3 FEET NORTH OF THE WITNESS POST, AND IN A NORTH-SOUTH
 DV0199'FENCE LINE.
 DV0199'
 DV0199'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STELLA NO 2
 DV0199'1959, SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 DV0199'FLUSH WITH THE GROUND.  IT IS 94.9 FEET SOUTHWEST OF THE
 DV0199'WITNESS POST AND IN AN EAST-WEST FENCE LINE.
 DV0199'
 DV0199'TRIANGULATION STATION GRAND CAN BE USED FOR AN AZIMUTH MARK.
 DV0199'(SEE DESCRIPTION THEREOF)
 DV0199
 DV0199                          STATION RECOVERY (1959)
 DV0199
 DV0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 DV0199'IN PHOENIX.
 DV0199'3.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0199'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.65 MILE SOUTH OF GLENDALE
 DV0199'AVENUE, IN THE SOUTHEAST CORNER OF THE SAINT SIMON AND JUDE CATHOLIC
 DV0199'CHURCH GROUNDS, ABOUT 100 FEET WEST OF THE HIGHWAY, 31 FEET NORTH OF
 DV0199'AN EAST-WEST ROAD, 1.7 FEET EAST OF A WIRE FENCE, 2 FEET WEST OF THE
 DV0199'WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 DV0199'FLUSH WITH THE GROUND.
 DV0199
 DV0199                          STATION RECOVERY (1962)
 DV0199
 DV0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0199'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 DV0199'TO BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED
 DV0199'AND FOUND LAYING NEAR STATION.  REFERENCE MARK 3 AND AZIMUTH
 DV0199'MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION
 DV0199'TO REFERENCE MARK 1 CHECKED WITH ORIGINAL DESCRIPTION.
 DV0199'
 DV0199'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV0199'
 DV0199'STATION IS LOCATED IN THE NORTHWEST SECTION OF PHOENIX, ABOUT
 DV0199'6.0 MILES NORTHWEST OF THE CENTER OF BUSINESS SECTION, ABOUT
 DV0199'0.6 MILE SOUTH OF W. GLENDALE AVENUE, ABOUT 0.4 MILE NORTH
 DV0199'OF BETHANY HOME ROAD AND ON THE WEST SIDE OF STATE ROUTE 69
 DV0199'(BLACK CANYON HIGHWAY).
 DV0199'
 DV0199'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 69 (BLACK
 DV0199'CANYON HIGHWAY) AND W. GLENDALE AVENUE IN PHOENIX, GO SOUTH
 DV0199'ON BLACK CANYON HIGHWAY SERVICE ROAD FOR 0.65 MILE TO SIDE
 DV0199'ROAD RIGHT AND STATION.
 DV0199'
 DV0199'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED STELLA
 DV0199'1959, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DV0199'WHICH IS SET FLUSH WITH THE GROUND.  THE MARK IS 137 FEET
 DV0199'WEST OF CENTER OF SERVICE ROAD, 78 FEET NORTH OF FENCE,
 DV0199'27 FEET WEST OF TRACK ROAD, 1.5 FEET EAST OF FENCE AND 1.4
 DV0199'FEET NORTH-NORTHEST OF THE WITNESS POST.
 DV0199'
 DV0199'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED STELLA
 DV0199'NO 1 1959, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DV0199'POST WHICH IS SET FLUSH WITH THE GROUND.  THE MARK IS 136 FEET
 DV0199'WEST OF THE CENTER OF SERVICE ROAD, 85.7 FEET NORTH OF THE
 DV0199'WITNESS POST, 31 FEET WEST OF CENTER OF TRACK ROAD AND IS
 DV0199'IN FENCE LINE.
 DV0199'
 DV0199'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED STELLA
 DV0199'NO 3 1959, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 DV0199'IS SET FLUSH WITH THE GROUND.  THE MARK IS 120 FEET WEST OF
 DV0199'CENTER OF SERVICE ROAD, 76.6 FEET SOUTH-SOUTHEAST OF THE
 DV0199'WITNESS POST, 19 FEET EAST OF A FENCE AND 1 FOOT NORTH OF
 DV0199'A FENCE.
 DV0199'
 DV0199'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED STELLA 1959,
 DV0199'IS CEMENTED IN A DRILL HOLE IN TOP OF A CONCRETE CYLINDER
 DV0199'WHICH IS THE FOUNDATION FOR A STREET LIGHT.  THE MARK PROJECTS
 DV0199'ABOUT 3 FEET ABOVE THE GROUND, IS IN THE SOUTHWEST CORNER
 DV0199'OF ST. SIMON AND JUDE CATHOLIC CHURCH GROUNDS, 46 FEET
 DV0199'EAST OF CENTER OF N. 27TH AVENUE, 35 FEET NORTH OF THE NORTH
 DV0199'EDGE OF A CONCRETE IRRIGATION CONTROL GATE AND 20 FEET NORTH
 DV0199'OF CENTER OF DRIVEWAY.
 DV0199'
 DV0199'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE
 DV0199'69 (BLACK CANYON HIGHWAY) AND W. GLENDALE AVENUE, GO WEST
 DV0199'ON W. GLENDALE AVENUE FOR 0.2 MILE TO STOPLIGHT AT N. 27TH
 DV0199'AVENUE, TURN LEFT AND GO SOUTH ON N. 27TH AVENUE FOR 0.65
 DV0199'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 DV0199'
 DV0199'STATION MARK AND REFERENCE MARKS ARE AS DESCRIBED.
 DV0199'
 DV0199'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0199
 DV0199                          STATION RECOVERY (1963)
 DV0199
 DV0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0199'STATION WAS RECOVERED AS DESCRIBED IN THE 1962 RECOVERY
 DV0199'NOTE AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE
 DV0199'DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND A SLIGHT
 DV0199'DIFFERENCE WAS MEASURED.  BECAUSE THIS STATION WAS OCCUPIED
 DV0199'LESS THAN 1 YEAR AGO THE DIRECTION TO THE REFERENCE MARKS
 DV0199'WERE NOT OBSERVED.
 DV0199'
 DV0199'1962 RECOVERY NOTE TO REACH IS ADEQUATE.
 DV0199
 DV0199                          STATION RECOVERY (1991)
 DV0199
 DV0199'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0199'MARK NOT FOUND.
 DV0199
 DV0199                          STATION RECOVERY (2007)
 DV0199
 DV0199'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0199'THE AREA OF THE MARK HAS BEEN LEVELED AND TURFED AS A SPORTS FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0197 ***********************************************************************
 DV0197  DESIGNATION -  STELLA RM 1
 DV0197  PID         -  DV0197
 DV0197  STATE/COUNTY-  AZ/MARICOPA
 DV0197  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0197
 DV0197                         *CURRENT SURVEY CONTROL
 DV0197  ___________________________________________________________________
 DV0197* NAD 83(1986)-  33 31 46.     (N)    112 06 47.     (W)     SCALED    
 DV0197* NAVD 88     -       355.95   (+/-2cm)    1167.8    (feet)  VERTCON   
 DV0197  ___________________________________________________________________
 DV0197  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0197
 DV0197.The horizontal coordinates were scaled from a topographic map and have
 DV0197.an estimated accuracy of +/- 6 seconds.
 DV0197
 DV0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0197.The vertical order pertains to the NGVD 29 superseded value.
 DV0197
 DV0197.The geoid height was determined by GEOID03.
 DV0197
 DV0197;                    North         East    Units  Estimated Accuracy
 DV0197;SPC AZ C     -   280,480.      195,120.      MT  (+/- 180 meters Scaled)
 DV0197
 DV0197                          SUPERSEDED SURVEY CONTROL
 DV0197
 DV0197  NGVD 29 (??/??/92)  355.394  (m)         1165.99   (f) ADJ UNCH    2 0
 DV0197
 DV0197.Superseded values are not recommended for survey control.
 DV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0197.See file dsdata.txt to determine how the superseded data were derived.
 DV0197
 DV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966105(NAD 83)
 DV0197_MARKER: DR = REFERENCE MARK DISK
 DV0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0197_SP_SET: MONUMENT
 DV0197_STAMPING: STELLA NO 1 1959
 DV0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0197
 DV0197  HISTORY     - Date     Condition        Report By
 DV0197  HISTORY     - 1959     MONUMENTED       CGS
 DV0197  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 DV0197  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0197  HISTORY     - 20070302 MARK NOT FOUND   GEOCAC
 DV0197
 DV0197                          STATION DESCRIPTION
 DV0197
 DV0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0197'IN PHOENIX.
 DV0197'3.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0197'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.65 MILE SOUTH OF GLENDALE
 DV0197'AVENUE, 111 FEET NORTH OF A EAST-WEST ROAD, 83 FEET NORTH OF THE
 DV0197'WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 DV0197'PROJECTS 1 INCH.
 DV0197
 DV0197                          STATION RECOVERY (1991)
 DV0197
 DV0197'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0197'MARK NOT FOUND.
 DV0197
 DV0197                          STATION RECOVERY (1995)
 DV0197
 DV0197'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0197'MARK NOT FOUND.
 DV0197
 DV0197                          STATION RECOVERY (2007)
 DV0197
 DV0197'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0197'THE AREA OF THE MARK HAS BEEN LEVELED AND TURFED AS A SPORTS FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0198 ***********************************************************************
 DV0198  DESIGNATION -  STELLA RM 2
 DV0198  PID         -  DV0198
 DV0198  STATE/COUNTY-  AZ/MARICOPA
 DV0198  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0198
 DV0198                         *CURRENT SURVEY CONTROL
 DV0198  ___________________________________________________________________
 DV0198* NAD 83(1986)-  33 31 46.     (N)    112 06 47.     (W)     SCALED    
 DV0198* NAVD 88     -       355.90   (+/-2cm)    1167.6    (feet)  VERTCON   
 DV0198  ___________________________________________________________________
 DV0198  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0198
 DV0198.The horizontal coordinates were scaled from a topographic map and have
 DV0198.an estimated accuracy of +/- 6 seconds.
 DV0198
 DV0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0198.The vertical order pertains to the NGVD 29 superseded value.
 DV0198
 DV0198.The geoid height was determined by GEOID03.
 DV0198
 DV0198;                    North         East    Units  Estimated Accuracy
 DV0198;SPC AZ C     -   280,480.      195,120.      MT  (+/- 180 meters Scaled)
 DV0198
 DV0198                          SUPERSEDED SURVEY CONTROL
 DV0198
 DV0198  NGVD 29 (??/??/92)  355.346  (m)         1165.83   (f) ADJ UNCH    2 0
 DV0198
 DV0198.Superseded values are not recommended for survey control.
 DV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0198.See file dsdata.txt to determine how the superseded data were derived.
 DV0198
 DV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966105(NAD 83)
 DV0198_MARKER: DR = REFERENCE MARK DISK
 DV0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0198_SP_SET: MONUMENT
 DV0198_STAMPING: STELLA NO 2 1959
 DV0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0198
 DV0198  HISTORY     - Date     Condition        Report By
 DV0198  HISTORY     - 1959     MONUMENTED       CGS
 DV0198  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 DV0198  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0198  HISTORY     - 20070302 MARK NOT FOUND   GEOCAC
 DV0198
 DV0198                          STATION DESCRIPTION
 DV0198
 DV0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0198'IN PHOENIX.
 DV0198'3.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0198'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.65 MILE SOUTH OF GLENDALE
 DV0198'AVENUE, 95 FEET SOUTHWEST OF THE WITNESS POST, SET IN THE TOP OF A
 DV0198'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 DV0198
 DV0198                          STATION RECOVERY (1991)
 DV0198
 DV0198'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0198'MARK NOT FOUND.
 DV0198
 DV0198                          STATION RECOVERY (1995)
 DV0198
 DV0198'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0198'MARK NOT FOUND.
 DV0198
 DV0198                          STATION RECOVERY (2007)
 DV0198
 DV0198'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0198'THE AREA OF THE MARK HAS BEEN LEVELED AND TURFED AS A SPORTS FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1792 ***********************************************************************
 DV1792  DESIGNATION -  STEM
 DV1792  PID         -  DV1792
 DV1792  STATE/COUNTY-  AZ/MARICOPA
 DV1792  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1792
 DV1792                         *CURRENT SURVEY CONTROL
 DV1792  ___________________________________________________________________
 DV1792* NAD 83(1986)-  33 41 30.     (N)    112 11 51.     (W)     SCALED    
 DV1792* NAVD 88     -       430.551  (meters)    1412.57   (feet)  ADJUSTED  
 DV1792  ___________________________________________________________________
 DV1792  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1792  DYNAMIC HT  -         430.052 (meters)    1410.93  (feet)  COMP
 DV1792  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DV1792
 DV1792  VERT ORDER  -  SECOND    CLASS I
 DV1792
 DV1792.The horizontal coordinates were scaled from a topographic map and have
 DV1792.an estimated accuracy of +/- 6 seconds.
 DV1792
 DV1792.The orthometric height was determined by differential leveling
 DV1792.and adjusted in November 1993.
 DV1792
 DV1792.The geoid height was determined by GEOID03.
 DV1792
 DV1792.The dynamic height is computed by dividing the NAVD 88
 DV1792.geopotential number by the normal gravity value computed on the
 DV1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1792.degrees latitude (g = 980.6199 gals.).
 DV1792
 DV1792.The modeled gravity was interpolated from observed gravity values.
 DV1792
 DV1792;                    North         East    Units  Estimated Accuracy
 DV1792;SPC AZ C     -   298,490.      187,320.      MT  (+/- 180 meters Scaled)
 DV1792
 DV1792                          SUPERSEDED SURVEY CONTROL
 DV1792
 DV1792.No superseded survey control is available for this station.
 DV1792
 DV1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC890286(NAD 83)
 DV1792_MARKER: I = METAL ROD
 DV1792_SETTING: 66 = SET IN ROCK OUTCROP
 DV1792_SP_SET: ROCK OUTCROP
 DV1792_MARK LOGO: AZDT  
 DV1792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1792+STABILITY: POSITION/ELEVATION WELL
 DV1792
 DV1792  HISTORY     - Date     Condition        Report By
 DV1792  HISTORY     - 1983     MONUMENTED       AZDT
 DV1792
 DV1792                          STATION DESCRIPTION
 DV1792
 DV1792'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1792'32.9 KM (20.45 MI) NORT FROM PHOENIX.
 DV1792'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1792'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 8.4 KM (5.2 MI) WEST
 DV1792'ALONG BEADSLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTH ALONG 67TH AVENUE.
 DV1792'THENCE 0.5 KM (0.35 MI) EAST ACROSS COUNTRY TO A PICNIC AREA LOCATED
 DV1792'IN A SADDLE OF 2 SMALLER MOUNTAINS, AT THUNDERBIRD PARK, IN THE
 DV1792'HIGHEST POINT OF A 2- BY 15-FOOT VEIN OF WHITE QUARTZ, 1 FOOT NORTH OF
 DV1792'THE SOUTH END, ON THE WEST SLOPE OF THE MOUNTIAN NORTHEAST OF THE
 DV1792'PICNIC AREA, 22.9 M (75 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 DV1792'10- BY 15-FOOT BRICK RESTROOM BUILDING, 38.1 METERS (125 FT) EAST OF
 DV1792'EXTENDED CENTERLINE OF A ROAD LEADING TO THE PICNIC AREA, AND 7 METERS
 DV1792'ABOVE THE PARKING AREA, NOTE--THE MARK IS THE STEM OF BENCH MARK F
 DV1792'475, THE CAP HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0918 ***********************************************************************
 FQ0918  DESIGNATION -  STEPHEN
 FQ0918  PID         -  FQ0918
 FQ0918  STATE/COUNTY-  AZ/NAVAJO
 FQ0918  USGS QUAD   -  JEDDITO SPRING (1991)
 FQ0918
 FQ0918                         *CURRENT SURVEY CONTROL
 FQ0918  ___________________________________________________________________
 FQ0918* NAD 83(1992)-  35 37 33.75879(N)    110 11 23.39249(W)     ADJUSTED  
 FQ0918* NAVD 88     -      2012.8    (meters)    6604.     (feet)  VERTCON   
 FQ0918  ___________________________________________________________________
 FQ0918  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 FQ0918  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 FQ0918  HORZ ORDER  -  THIRD
 FQ0918
 FQ0918.The horizontal coordinates were established by classical geodetic methods
 FQ0918.and adjusted by the National Geodetic Survey in August 1993.
 FQ0918
 FQ0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0918
 FQ0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0918
 FQ0918.The geoid height was determined by GEOID03.
 FQ0918
 FQ0918;                    North         East     Units Scale Factor Converg.
 FQ0918;SPC AZ E     -   513,024.809   211,261.790   MT  0.99990005   -0 00 48.6
 FQ0918;SPC AZ E     - 1,683,152.26    693,116.11   iFT  0.99990005   -0 00 48.6
 FQ0918;UTM  12      - 3,942,774.710   573,362.546   MT  0.99966632   +0 28 19.0
 FQ0918
 FQ0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0918!SPC AZ E     -   0.99968763  x   0.99990005  =   0.99958771
 FQ0918!UTM  12      -   0.99968763  x   0.99966632  =   0.99935405
 FQ0918
 FQ0918:                Primary Azimuth Mark                     Grid Az
 FQ0918:SPC AZ E     -  NA AH TE 2 RESET                         179 52 59.7
 FQ0918:UTM  12      -  NA AH TE 2 RESET                         179 23 52.1
 FQ0918
 FQ0918|---------------------------------------------------------------------|
 FQ0918| PID    Reference Object                     Distance      Geod. Az  |
 FQ0918|                                                           dddmmss.s |
 FQ0918| FQ0722 NA AH TE 2 RESET                    APPROX.17.2 KM 1795211.1 |
 FQ0918| CS3411 STEPHEN RM 1                         11.445 METERS 22127     |
 FQ0918| CS3412 STEPHEN RM 2                         10.781 METERS 33850     |
 FQ0918|---------------------------------------------------------------------|
 FQ0918
 FQ0918                          SUPERSEDED SURVEY CONTROL
 FQ0918
 FQ0918  NAD 83(1986)-  35 37 33.75868(N)    110 11 23.39384(W) AD(       ) 3
 FQ0918  NGVD 29 (02/23/90) 2011.9    (m)         6601.     (f) VERT ANG    3  
 FQ0918
 FQ0918.Superseded values are not recommended for survey control.
 FQ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0918.See file dsdata.txt to determine how the superseded data were derived.
 FQ0918
 FQ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE7336342775(NAD 83)
 FQ0918_MARKER: DS = TRIANGULATION STATION DISK
 FQ0918_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0918_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0918+STABILITY: POSITION/ELEVATION WELL
 FQ0918
 FQ0918  HISTORY     - Date     Condition        Report By
 FQ0918  HISTORY     - 1965     MONUMENTED       USGS
 FQ0918
 FQ0918                          STATION DESCRIPTION
 FQ0918
 FQ0918'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0918'LOCATED ABOUT 13 MI S. OF KEAMS CANYON, 7 MI W. OF WHITE CONE
 FQ0918'SCHOOL.  NEAR CENTER OF HIGHEST KNOLL OF STEPHEN BUTTE.
 FQ0918'
 FQ0918'TO REACH FROM WHITE CONE, DRIVE 1.8 MI W. ON DIRT RD. TO X-RD. AT
 FQ0918'POWER LINE, CONTINUE 0.4 MI W. TO X-RDS., CONTINUE 0.05 MI TO
 FQ0918'Y-RD.  TURN LEFT 1 MI TO TRACK RD. INTERSECTION.  TURN RIGHT 1 MI
 FQ0918'NW. TO SMALL VILLAGE, CONTINUE 0.7 MI NW. TO Y-RD.  TURN RIGHT
 FQ0918'1.1 MI TO Y-RD.  TURN RIGHT 1 MI TO X-RD.  DRIVE SW.
 FQ0918'CROSS-COUNTRY TO BASE OF BUTTE.  PACK TO STATION.  ABOUT A
 FQ0918'25-MINUTE PACK.
 FQ0918'
 FQ0918'STATION MARK--STANDARD TABLET STAMPED---STEPHEN 1965---, CEMENTED
 FQ0918'IN DRILL HOLE IN LAVA OUTCROP.
 FQ0918'
 FQ0918'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, WEDGED IN
 FQ0918'DRILL HOLE IN LAVA OUTCROP.
 FQ0918'
 FQ0918'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, WEDGED IN
 FQ0918'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0850 ***********************************************************************
 CZ0850  DESIGNATION -  STEVE
 CZ0850  PID         -  CZ0850
 CZ0850  STATE/COUNTY-  AZ/PIMA
 CZ0850  USGS QUAD   -  MARANA (1992)
 CZ0850
 CZ0850                         *CURRENT SURVEY CONTROL
 CZ0850  ___________________________________________________________________
 CZ0850* NAD 83(2007)-  32 27 38.16151(N)    111 12 43.33168(W)     ADJUSTED  
 CZ0850* NAVD 88     -       606.447  (meters)    1989.65   (feet)  ADJUSTED  
 CZ0850  ___________________________________________________________________
 CZ0850  EPOCH DATE  -        2007.00
 CZ0850  X           -  -1,949,236.921 (meters)                     COMP
 CZ0850  Y           -  -5,022,303.163 (meters)                     COMP
 CZ0850  Z           -   3,403,947.054 (meters)                     COMP
 CZ0850  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 CZ0850  ELLIP HEIGHT-         576.949 (meters)          (02/10/07) ADJUSTED
 CZ0850  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CZ0850  DYNAMIC HT  -         605.647 (meters)    1987.03  (feet)  COMP
 CZ0850
 CZ0850  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0850  Type    PID    Designation                      North   East  Ellip
 CZ0850  -------------------------------------------------------------------
 CZ0850  NETWORK CZ0850 STEVE                             1.12   1.25   2.23
 CZ0850  -------------------------------------------------------------------
 CZ0850  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 CZ0850
 CZ0850  VERT ORDER  -  FIRST     CLASS II
 CZ0850
 CZ0850.The horizontal coordinates were established by GPS observations
 CZ0850.and adjusted by the National Geodetic Survey in February 2007.
 CZ0850
 CZ0850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0850.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0850.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0850.The epoch date for horizontal control is a decimal equivalence
 CZ0850.of Year/Month/Day.
 CZ0850
 CZ0850.The orthometric height was determined by differential leveling
 CZ0850.and adjusted in June 1991.
 CZ0850
 CZ0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0850
 CZ0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0850
 CZ0850.The ellipsoidal height was determined by GPS observations
 CZ0850.and is referenced to NAD 83.
 CZ0850
 CZ0850.The geoid height was determined by GEOID03.
 CZ0850
 CZ0850.The dynamic height is computed by dividing the NAVD 88
 CZ0850.geopotential number by the normal gravity value computed on the
 CZ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0850.degrees latitude (g = 980.6199 gals.).
 CZ0850
 CZ0850.The modeled gravity was interpolated from observed gravity values.
 CZ0850
 CZ0850;                    North         East     Units Scale Factor Converg.
 CZ0850;SPC AZ C     -   162,156.913   279,601.797   MT  0.99995409   +0 22 41.5
 CZ0850;SPC AZ C     -   532,010.87    917,328.73   iFT  0.99995409   +0 22 41.5
 CZ0850;UTM  12      - 3,591,511.425   480,072.761   MT  0.99960490   -0 06 49.7
 CZ0850
 CZ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0850!SPC AZ C     -   0.99990942  x   0.99995409  =   0.99986352
 CZ0850!UTM  12      -   0.99990942  x   0.99960490  =   0.99951436
 CZ0850
 CZ0850|---------------------------------------------------------------------|
 CZ0850| PID    Reference Object                     Distance      Geod. Az  |
 CZ0850|                                                           dddmmss.s |
 CZ0850| CZ0851 STEVE RM 1                           26.206 METERS 07739     |
 CZ0850| CZ1959 CORTARO RAD STA KUAT MAST           APPROX.14.4 KM 1322405.6 |
 CZ0850| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 8.2 KM 1330831.0 |
 CZ0850| CH4644 HIGHWAY 84 STA 262+07.91                           1331025.1 |
 CZ0850| CZ0852 STEVE RM 2                           24.398 METERS 22508     |
 CZ0850| CH5499 STEVE AZ MK                                        3101824.1 |
 CZ0850|---------------------------------------------------------------------|
 CZ0850
 CZ0850                          SUPERSEDED SURVEY CONTROL
 CZ0850
 CZ0850  ELLIP H (09/30/02)  576.945  (m)                       GP(       ) 3 2
 CZ0850  ELLIP H (10/05/93)  577.057  (m)                       GP(       ) 3 2
 CZ0850  NAD 83(1992)-  32 27 38.16286(N)    111 12 43.32965(W) AD(       ) 1
 CZ0850  NAD 83(1986)-  32 27 38.15834(N)    111 12 43.32659(W) AD(       ) 1
 CZ0850  NAD 27      -  32 27 37.90550(N)    111 12 40.95790(W) AD(       ) 1
 CZ0850  NAVD 88 (10/05/93)  606.45   (m)         1989.7    (f) LEVELING    3  
 CZ0850  NGVD 29 (??/??/92)  605.878  (m)         1987.78   (f) ADJ UNCH    1 2
 CZ0850
 CZ0850.Superseded values are not recommended for survey control.
 CZ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0850.See file dsdata.txt to determine how the superseded data were derived.
 CZ0850
 CZ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8007391511(NAD 83)
 CZ0850_MARKER: DS = TRIANGULATION STATION DISK
 CZ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0850_SP_SET: CONCRETE POST
 CZ0850_STAMPING: STEVE 1960
 CZ0850_MARK LOGO: CGS   
 CZ0850_PROJECTION: PROJECTING 2 CENTIMETERS
 CZ0850_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0850+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0850
 CZ0850  HISTORY     - Date     Condition        Report By
 CZ0850  HISTORY     - 1960     MONUMENTED       CGS
 CZ0850  HISTORY     - 1971     GOOD             AZHD
 CZ0850  HISTORY     - 1971     GOOD             NGS
 CZ0850  HISTORY     - 1971     GOOD             NGS
 CZ0850  HISTORY     - 1980     GOOD             NGS
 CZ0850  HISTORY     - 19910212 GOOD             NGS
 CZ0850  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0850
 CZ0850                          STATION DESCRIPTION
 CZ0850
 CZ0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ0850'THE STATION IS AT THE EAST EDGE OF THE TOWN OF MARANA.
 CZ0850'
 CZ0850'TO REACH THE STATION FROM THE POST OFFICE MARANA GO NORTHWEST
 CZ0850'ON STATE HIGHWAY 84 FOR 0.2 MILE TO A GRAVELED ROAD RIGHT,
 CZ0850'TURN RIGHT AND GO NORTHEAST ON THE GRAVELED ROAD FOR 0.05 MILE
 CZ0850'TO THE STATION ON THE LEFT.
 CZ0850'
 CZ0850'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AT MARANA GO
 CZ0850'NORTHWEST ON STATE HIGHWAY 84 FOR 0.8 MILE TO THE DRIVE WAY
 CZ0850'OF MR. A.L. LUCKETT ON THE RIGHT, TURN RIGHT AND GO NORTHEAST
 CZ0850'ON THE DRIVE WAY FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CZ0850'
 CZ0850'THE STATION MARK, STAMPED STEVE 1960, IS A STANDARD DISK
 CZ0850'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0850'2 INCHES.  IT IS 119 FEET NORTHEAST OF THE EAST RAIL OF THE
 CZ0850'RAILROAD TRACKS, 72 FEET NORTHWEST OF A CURVE IN THE GRAVELED
 CZ0850'ROAD AND 36 FEET EAST OF A FENCE CORNER.
 CZ0850'
 CZ0850'REFERENCE MARK NO. 1, STAMPED STEVE NO 1 1960, IS A STANDARD
 CZ0850'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES
 CZ0850'IN DIAMETER AND PROJECTS 7 INCHES.  IT IS 82 FEET NORTH OF
 CZ0850'THE CURVE IN THE GRAVELED ROAD IN AN EAST-WEST FENCE LINE.
 CZ0850'
 CZ0850'REFERENCE MARK NO. 2, STAMPED STEVE NO 2 1960, IS A STANDARD
 CZ0850'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0850'PROJECTS 2 INCHES.  IT IS 52 FEET NORTHWEST OF THE CENTER OF
 CZ0850'THE GRAVELED ROAD, 39 FEET NORTHEAST OF THE EAST RAIL OF THE
 CZ0850'RAILROAD TRACKS AND 2 FEET SOUTH OF A TELEPHONE POLE.
 CZ0850'
 CZ0850'THE AZIMUTH MARK, STAMPED STEVE 1960, IS A STANDARD DISK SET
 CZ0850'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CZ0850'IT IS 125 FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD
 CZ0850'TRACKS, 29 FEET NORTHWEST OF THE CENTER OF THE DRIVE WAY AND
 CZ0850'1 FOOT SOUTHEAST OF A GATE POST.
 CZ0850
 CZ0850                          STATION RECOVERY (1971)
 CZ0850
 CZ0850'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ0850'GENERAL LOCATION-INT. 10 BETWEEN PICACHO AND TUCSON,
 CZ0850'NORTHERLY OF THE TOWN OF MARANA.
 CZ0850'
 CZ0850'TO REACH-FROM THE MARANA UNDERPASS, UNDER INT. 10, EASTERLY
 CZ0850'TOWARD TUCSON ON THE ACCESS ROAD FOR 0.4 MILES, THENCE LEFT
 CZ0850'ACROSS THE RAILROAD TRACKS AND TO THE STATION.  THE STATION
 CZ0850'IS A STANDARD USC AND GS TRIANGULATION BRASS CAP SET IN A 12 IN
 CZ0850'SQUARE CONCRETE POST, FLUSH, STAMPED, STEVE 1960, LOCATED 105 FT
 CZ0850'NORTHERLY OF THE RAILROAD TRACKS, 15 FT SOUTH OF A FENCE, AND
 CZ0850'350 FT WESTERLY OF RAILROAD MILEPOST 962.
 CZ0850'
 CZ0850'REFERENCE MARKS-THE REFERENCE MARK NO 1 IS A STANDARD
 CZ0850'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN CYLINDRICAL
 CZ0850'CONCRETE POST, UP 0.5 FT, STAMPED, STEVE NO 1 1960, LOCATED
 CZ0850'ALONG THE FENCE LINE.  R.M. 2 COULD NOT BE FOUND AND HAS
 CZ0850'PROBABLY BEEN DESTROYED.  THE AZIMUTH MARK COULD NOT BE FOUND.
 CZ0850'IT IS THOUGHT THAT IT HAS BEEN DESTROYED.
 CZ0850
 CZ0850                          STATION RECOVERY (1971)
 CZ0850
 CZ0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMS)
 CZ0850'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CZ0850'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 CZ0850'BEEN DESTROYED.  AN ARIZONA HIGHWAY DEPARTMENT DISK WAS USED
 CZ0850'FOR AN AZIMUTH MARK AT THIS DATE.  THE DISTANCE AND DIRECTION TO THE
 CZ0850'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1960 DATA.  A COMPLETE
 CZ0850'NEW DESCRIPTION FOLLOWS.
 CZ0850'
 CZ0850'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF RILLITO, 1 MILE
 CZ0850'NORTHEAST OF MARANA AND ON THE NORTH SIDE OF THE SOUTHERN PACIFIC
 CZ0850'COMPANY RAILROAD TRACKS.
 CZ0850'
 CZ0850'TO REACH THE STATION FROM THE MARANA EXIT ON INTERSTATE HIGHWAY 10
 CZ0850'ABOUT 20 MILES NORTH-NORTHWEST OF TUCSON, GO NORTHEAST FOR 0.05 MILE
 CZ0850'TO A FRONTAGE ROAD.  TURN RIGHT AND GO SOUTHEAST ON THE FRONTAGE
 CZ0850'ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK
 CZ0850'CONTINUE SOUTHEAST ON THE FRONTAGE ROAD FOR 0.8 MILE TO THE
 CZ0850'MARK ON THE LEFT.) TURN LEFT, CROSSING THE RAILROAD TRACK AND GO
 CZ0850'NORTHEAST FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CZ0850'
 CZ0850'THE STATION MARK IS A STANDARD DISK STAMPED STEVE 1960, SET IN THE
 CZ0850'TOP OF A 11-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CZ0850'GROUND SURFACE.  IT IS 82.5 FEET NORTH OF THE CENTER OF THE
 CZ0850'GRAVELED ROAD, 36.5 FEET SOUTHEAST OF A FENCE CORNER AND 15.5 FEET
 CZ0850'SOUTH OF A METAL WITNESS POST SET IN A FENCE.
 CZ0850'
 CZ0850'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STEVE NO 1 1960, SET IN
 CZ0850'THE TOP OF AN ELIPTICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CZ0850'ABOVE THE GROUND SURFACE.  IT IS 91.5 FEET NORTH OF THE CENTER OF THE
 CZ0850'GRAVELED ROAD AND 3 INCHES SOUTH OF A FENCE.
 CZ0850'
 CZ0850'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STEVE NO 2 1960, SET IN
 CZ0850'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 CZ0850'ABOVE THE GROUND SURFACE.  IT IS 58 FEET NORTHWEST OF THE CENTER OF
 CZ0850'THE GRAVELED ROAD, 39 FEET NORTHEAST OF THE EAST RAIL OF THE
 CZ0850'RAILROAD TRACK AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 CZ0850'
 CZ0850'THE AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED
 CZ0850'2001.73 262+07.91 1931, CEMENTED IN A DRILL HOLE IN THE EAST HEADWALL
 CZ0850'OF THE BRIDGE.  IT IS 28.5 FEET NORTH OF THE SOUTH END OF THE
 CZ0850'BRIDGE, 27.5 FEET SOUTH OF THE NORTH END OF THE BRIDGE AND 16 FEET
 CZ0850'EAST OF THE CENTER OF THE ROAD.
 CZ0850'
 CZ0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHEAST OF
 CZ0850'MARANA.
 CZ0850
 CZ0850                          STATION RECOVERY (1971)
 CZ0850
 CZ0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ0850'1.0 MI NE FROM MARANA.
 CZ0850'0.3 MILE SOUTHEAST ON FRONTAGE ROAD FROM THE MARANA EXIT ON INTERSTATE
 CZ0850'HIGHWAY 10, THENCE 0.05 MILE NORTHEAST ON GRAVELED ROAD, 82.5 FEET
 CZ0850'NORTH OF CENTER OF GRAVELED ROAD, 36.5 FEET SOUTHEAST OF FENCE CORNER,
 CZ0850'15.5 FEET SOUTH OF METAL WITNESS POST, SET IN THE TOP OF A 11-INCH
 CZ0850'SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.  SE 1/4, SEC 23, T11S, R
 CZ0850'11E.
 CZ0850
 CZ0850                          STATION RECOVERY (1980)
 CZ0850
 CZ0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0850'35.4 KILOMETERS (22.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0850'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ0850'SOUTHEAST OF THE INTERSTATE HIGHWAY 10 OVERPASS OVER MARANA ROAD AT
 CZ0850'MARANA, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF MILE POST 962, AT A
 CZ0850'GRAVEL ROAD CROSSING THE TRACKS, 36.3 METERS (119 FEET) NORTHEAST
 CZ0850'OF THE NORTHEAST RAIL, 25.1 METERS (82 FEET) NORTH OF THE CENTERLINE
 CZ0850'OF THE GRAVEL ROAD AT THE CENTER OF THE CURVE IN THE ROAD, 11.0 METERS
 CZ0850'(36 FEET) EAST OF A FENCE CORNER POST AND 4.7 METERS (15.5 FEET)
 CZ0850'SOUTH OF THE EAST-WEST FENCE.
 CZ0850'THE MARK IS 4.7 METERS  S FROM A WITNESS POST.
 CZ0850'THE MARK IS 0.3 M BELOW THE RAILS.
 CZ0850
 CZ0850                          STATION RECOVERY (1991)
 CZ0850
 CZ0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0850'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST.(EXIT
 CZ0850'258), TRAVEL NORTH (WEST BOUND) ON I-10 APPROX 22 MI (35.4 KM) TO
 CZ0850'TRICO-MARANA RD (EXIT 236), EXIT TO THE EAST AND TRAVEL SOUTH ON
 CZ0850'FRONTAGE RD 0.3 MI (0.5 KM) TO A PAVED RD (AMOLE CIRCLE) THAT CROSSES
 CZ0850'THE SOUTHERN PACIFIC RAILROAD TRACKS. MARKER LIES 90 FT (27.4 M)
 CZ0850'NORTHEAST OF THE EAST RAILROAD TRACK AND 73 FT (22.3 M) NORTHWEST OF A
 CZ0850'CURVE IN RD (AMOLE CIRCLE HEADS NORTHEAST OFF OF FRONTAGE RD FOR A
 CZ0850'SHORT DISTANCE THEN TURNS SOUTHEAST TO A SUBDIVISION). TOWNSHIP 11
 CZ0850'SOUTH, RANGE 11 EAST, SECTION 22.
 CZ0850'MARKER IS A STANDARD 3-1/2 INCH BRONZE DISK SET IN THE TOP OF A
 CZ0850'CONCRETE POST, FLUSH. STAMPED  STEVE 1960.
 CZ0850
 CZ0850                          STATION RECOVERY (2006)
 CZ0850
 CZ0850'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0851 ***********************************************************************
 CZ0851  DESIGNATION -  STEVE RM 1
 CZ0851  PID         -  CZ0851
 CZ0851  STATE/COUNTY-  AZ/PIMA
 CZ0851  USGS QUAD   -  MARANA (1992)
 CZ0851
 CZ0851                         *CURRENT SURVEY CONTROL
 CZ0851  ___________________________________________________________________
 CZ0851* NAD 83(1986)-  32 27 38.     (N)    111 12 43.     (W)     SCALED    
 CZ0851* NAVD 88     -       606.636  (meters)    1990.27   (feet)  ADJUSTED  
 CZ0851  ___________________________________________________________________
 CZ0851  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CZ0851  DYNAMIC HT  -         605.837 (meters)    1987.65  (feet)  COMP
 CZ0851  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 CZ0851
 CZ0851  VERT ORDER  -  FIRST     CLASS II
 CZ0851
 CZ0851.The horizontal coordinates were scaled from a topographic map and have
 CZ0851.an estimated accuracy of +/- 6 seconds.
 CZ0851
 CZ0851.The orthometric height was determined by differential leveling
 CZ0851.and adjusted in June 1991.
 CZ0851
 CZ0851.The geoid height was determined by GEOID03.
 CZ0851
 CZ0851.The dynamic height is computed by dividing the NAVD 88
 CZ0851.geopotential number by the normal gravity value computed on the
 CZ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0851.degrees latitude (g = 980.6199 gals.).
 CZ0851
 CZ0851.The modeled gravity was interpolated from observed gravity values.
 CZ0851
 CZ0851;                    North         East    Units  Estimated Accuracy
 CZ0851;SPC AZ C     -   162,150.      279,610.      MT  (+/- 180 meters Scaled)
 CZ0851
 CZ0851                          SUPERSEDED SURVEY CONTROL
 CZ0851
 CZ0851  NGVD 29 (??/??/92)  606.065  (m)         1988.40   (f) ADJ UNCH    1 2
 CZ0851
 CZ0851.Superseded values are not recommended for survey control.
 CZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0851.See file dsdata.txt to determine how the superseded data were derived.
 CZ0851
 CZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA800915(NAD 83)
 CZ0851_MARKER: DR = REFERENCE MARK DISK
 CZ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0851_STAMPING: STEVE NO 1 1960
 CZ0851_PROJECTION: FLUSH
 CZ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0851+STABILITY: SURFACE MOTION
 CZ0851
 CZ0851  HISTORY     - Date     Condition        Report By
 CZ0851  HISTORY     - 1960     MONUMENTED       CGS
 CZ0851  HISTORY     - 1971     GOOD             NGS
 CZ0851  HISTORY     - 1980     GOOD             NGS
 CZ0851  HISTORY     - 19960204 GOOD             USPSQD
 CZ0851
 CZ0851                          STATION DESCRIPTION
 CZ0851
 CZ0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ0851'1.0 MI NE FROM MARANA.
 CZ0851'0.3 MILE SOUTHEAST ON FRONTAGE ROAD FROM THE MARANA EXIT ON INTERSTATE
 CZ0851'HIGHWAY 10, THENCE 0.05 MILE NORTHEAST ON GRAVELED ROAD, 91.5 FEET
 CZ0851'NORTH OF CENTER OF GRAVELED ROAD, 3 INCHES SOUTH OF FENCE, SET IN THE
 CZ0851'TOP OF AN ELIPTICAL CONCRETE MONUMENT PROJECTING 3 INCHES. SE 1/4, SEC
 CZ0851'23, T11S, R11E.
 CZ0851
 CZ0851                          STATION RECOVERY (1980)
 CZ0851
 CZ0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0851'35.4 KILOMETERS (22.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0851'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ0851'SOUTHEAST OF THE INTERSTATE HIGHWAY 10 OVERPASS OVER MARANA ROAD AT
 CZ0851'MARANA, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF MILE POST 962, AT A
 CZ0851'GRAVEL ROAD CROSSING THE TRACKS, 57.6 METERS (189 FEET) NORTHEAST OF
 CZ0851'THE NORTHEAST RAIL, 29.6 METERS (97 FEET) NORTH OF THE CENTER OF A
 CZ0851'CURVE IN THE GRAVEL ROAD, 26.2 METERS (86 FEET) EAST OF STATION STEVE,
 CZ0851'19.4 METERS (64 FEET) NORTHEAST OF THE EXTENDED CENTERLINE OF THE
 CZ0851'GRAVEL ROAD LEADING SOUTHEAST AND 0.1 METER (0.3 FOOT) SOUTH OF A
 CZ0851'FENCE.
 CZ0851'THE MARK IS 26.0 METERS  NE FROM A WITNESS POST.
 CZ0851'THE MARK IS 0.3 M BELOW THE RAILS.
 CZ0851
 CZ0851                          STATION RECOVERY (1996)
 CZ0851
 CZ0851'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0995 ***********************************************************************
 ET0995  DESIGNATION -  STEVENS
 ET0995  PID         -  ET0995
 ET0995  STATE/COUNTY-  AZ/YAVAPAI
 ET0995  USGS QUAD   -  MOUNT JOSH (1979)
 ET0995
 ET0995                         *CURRENT SURVEY CONTROL
 ET0995  ___________________________________________________________________
 ET0995* NAD 83(1992)-  34 41 36.33137(N)    112 38 11.02739(W)     ADJUSTED  
 ET0995* NAVD 88     -      1513.     (meters)    4964.     (feet)  SCALED    
 ET0995  ___________________________________________________________________
 ET0995  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 ET0995  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET0995  HORZ ORDER  -  THIRD
 ET0995
 ET0995.The horizontal coordinates were established by classical geodetic methods
 ET0995.and adjusted by the National Geodetic Survey in August 1993.
 ET0995
 ET0995.The orthometric height was scaled from a topographic map.
 ET0995
 ET0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0995
 ET0995.The geoid height was determined by GEOID03.
 ET0995
 ET0995;                    North         East     Units Scale Factor Converg.
 ET0995;SPC AZ C     -   409,802.656   147,419.048   MT  0.99995358   -0 24 34.8
 ET0995;SPC AZ C     - 1,344,496.90    483,658.29   iFT  0.99995358   -0 24 34.8
 ET0995;UTM  12      - 3,840,264.449   350,114.080   MT  0.99987690   -0 55 53.7
 ET0995
 ET0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0995!SPC AZ C     -   0.99976675  x   0.99995358  =   0.99972034
 ET0995!UTM  12      -   0.99976675  x   0.99987690  =   0.99964367
 ET0995
 ET0995                          SUPERSEDED SURVEY CONTROL
 ET0995
 ET0995  NAD 83(1986)-  34 41 36.33178(N)    112 38 11.02794(W) AD(       ) 3
 ET0995  NAD 27      -  34 41 36.25383(N)    112 38 08.38814(W) AD(       ) 3
 ET0995
 ET0995.Superseded values are not recommended for survey control.
 ET0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0995.See file dsdata.txt to determine how the superseded data were derived.
 ET0995
 ET0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5011440264(NAD 83)
 ET0995_MARKER: DD = SURVEY DISK
 ET0995_SETTING: 66 = SET IN ROCK OUTCROP
 ET0995_SP_SET: SET IN BEDROCK
 ET0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0995+STABILITY: POSITION/ELEVATION WELL
 ET0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0995+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0995
 ET0995  HISTORY     - Date     Condition        Report By
 ET0995  HISTORY     - 1935     MONUMENTED       USFS
 ET0995  HISTORY     - 20090122 GOOD             GEOCAC
 ET0995
 ET0995                          STATION DESCRIPTION
 ET0995
 ET0995'DESCRIBED BY US FOREST SERVICE 1935
 ET0995'STATION IS ON SHARP CONICAL PROMINENT ROCKY POINT OF A LOW
 ET0995'HILL, 5 MI. S OF STEVENS RANCH, AND ABOUT 200 YD. E OF WILLIAMSON
 ET0995'VALLEY-SKULL VALLEY ROAD.
 ET0995'
 ET0995'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN GRANITE BEDROCK,
 ET0995'STAMPED STEVENS 1935.
 ET0995'
 ET0995'TO REACH THE STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET0995'CREEK-SELIGMAN ROAD FOR APPROXIMATELY 18 MI. TO THE INTERSECTION
 ET0995'WITH THE WILLIAMSON VALLEY-FAIR OAKS ROAD, THENCE TAKE THE
 ET0995'LATTER ROAD W FOR APPROXIMATELY 5 MI. TO THE INTERSECTION WITH
 ET0995'THE SKULL VALLEY-WILLIAMSON VALLEY ROAD, THENCE TAKE THE
 ET0995'LATTER ROAD S FOR APPROXIMATELY 2 MI. AND LEAVE CAR.  CLIMB
 ET0995'ABOUT 200 YD. E TO THE TOP OF A GRANITE ROCK AND STATION.
 ET0995'
 ET0995'SIGNAL--FLUTTER FLAGS ON 12-FT. POLE SUPPORTED BY 5-FT. ROCK
 ET0995'CAIRN.
 ET0995
 ET0995                          STATION RECOVERY (2009)
 ET0995
 ET0995'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1090 ***********************************************************************
 ET1090  DESIGNATION -  STEVENS
 ET1090  PID         -  ET1090
 ET1090  STATE/COUNTY-  AZ/MOHAVE
 ET1090  USGS QUAD   -  TULE WASH (1967)
 ET1090
 ET1090                         *CURRENT SURVEY CONTROL
 ET1090  ___________________________________________________________________
 ET1090* NAD 83(1992)-  34 47 26.87194(N)    113 36 28.47997(W)     ADJUSTED  
 ET1090* NAVD 88     -       678.1    (meters)    2225.     (feet)  VERTCON   
 ET1090  ___________________________________________________________________
 ET1090  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 ET1090  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET1090  HORZ ORDER  -  FIRST
 ET1090
 ET1090.The horizontal coordinates were established by classical geodetic methods
 ET1090.and adjusted by the National Geodetic Survey in August 1993.
 ET1090
 ET1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1090
 ET1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1090
 ET1090.The geoid height was determined by GEOID03.
 ET1090
 ET1090;                    North         East     Units Scale Factor Converg.
 ET1090;SPC AZ W     -   420,391.134   226,363.099   MT  0.99993542   +0 04 51.9
 ET1090;SPC AZ W     - 1,379,236.00    742,661.09   iFT  0.99993542   +0 04 51.9
 ET1090;UTM  12      - 3,852,943.456   261,390.728   MT  1.00030178   -1 29 19.4
 ET1090
 ET1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1090!SPC AZ W     -   0.99989811  x   0.99993542  =   0.99983353
 ET1090!UTM  12      -   0.99989811  x   1.00030178  =   1.00019985
 ET1090
 ET1090|---------------------------------------------------------------------|
 ET1090| PID    Reference Object                     Distance      Geod. Az  |
 ET1090|                                                           dddmmss.s |
 ET1090| CH3427 STEVENS RM 1                          7.926 METERS 04503     |
 ET1090| ET1100 SANDY                               APPROX.11.8 KM 1851812.6 |
 ET1090| CH3426 STEVENS AZ MK                                      2461331.6 |
 ET1090| CH3428 STEVENS RM 2                          6.278 METERS 30108     |
 ET1090|---------------------------------------------------------------------|
 ET1090
 ET1090                          SUPERSEDED SURVEY CONTROL
 ET1090
 ET1090  NAD 83(1986)-  34 47 26.87240(N)    113 36 28.48628(W) AD(       ) 1
 ET1090  NAD 27      -  34 47 26.82800(N)    113 36 25.71000(W) AD(       ) 1
 ET1090  NGVD 29 (07/19/86)  677.3    (m)         2222.     (f) VERT ANG    3  
 ET1090
 ET1090.Superseded values are not recommended for survey control.
 ET1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1090.See file dsdata.txt to determine how the superseded data were derived.
 ET1090
 ET1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6139152943(NAD 83)
 ET1090_MARKER: DS = TRIANGULATION STATION DISK
 ET1090_SETTING: 0 = UNSPECIFIED SETTING
 ET1090
 ET1090  HISTORY     - Date     Condition        Report By
 ET1090  HISTORY     - 1944     MONUMENTED       CGS
 ET1090  HISTORY     - 1950     GOOD             CGS
 ET1090  HISTORY     - 1968     GOOD             AMS
 ET1090  HISTORY     - 1979     GOOD             AZDT
 ET1090  HISTORY     - 1980     GOOD             AZDT
 ET1090
 ET1090                          STATION DESCRIPTION
 ET1090
 ET1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1090'STATION IS LOCATED ABOUT 39 MILES (AIR LINE) SE OF KINGMAN,
 ET1090'6 MILES N OF THE POST OFFICE IN WIKIEUP, ABOUT 1/2 MILE E
 ET1090'OF THE BIG SANDY RIVER, ON THE NE END AND HIGHEST PART OF
 ET1090'A NARROW RIDGE WHICH RUNS NE FROM THE RIVER.  IT IS ABOUT
 ET1090'1/2 MILE NW OF A LONE ROUND HILL.
 ET1090'
 ET1090'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 ET1090'2-INCH IRON PIPE WHICH IS SET IN CONCRETE AND PROJECTS ABOUT
 ET1090'8 INCHES ABOVE THE GROUND.  IT IS STAMPED STEVENS 1944.
 ET1090'
 ET1090'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE
 ET1090'TOP OF A 2-INCH IRON PIPE WHICH IS SET IN CONCRETE AND PROJECTS
 ET1090'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED STEVENS NO 1 1944
 ET1090'AND IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 ET1090'
 ET1090'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF
 ET1090'A 2-INCH IRON PIPE WHICH IS SET IN CONCRETE AND PROJECTS
 ET1090'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS STAMPED STEVENS NO
 ET1090'2 1944 AND IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 ET1090'
 ET1090'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 ET1090'A BOULDER FLUSH WITH THE GROUND AND IS STAMPED STEVENS 1944.
 ET1090'IT IS ON THE E SLOPE OF A SMALL RIDGE WHICH RUNS UP TO THE
 ET1090'W OF A GRADED ROAD.  IT IS ABOUT 200 FEET W OF THE ROAD, ABOUT
 ET1090'100 FEET HIGHER, AND 7.6 FEET N OF A 4- BY 4-INCH WHITE WITNESS
 ET1090'POST.
 ET1090'
 ET1090'TO REACH STATION FROM THE POST OFFICE IN WIKIEUP, GO N ON
 ET1090'GRADED ROAD FOR 5.4 MILES TO A ROAD RIGHT AT THE LANE CORNWALL
 ET1090'MAIL BOX.* TURN RIGHT AT THE MAIL BOX AND GO 0.5 MILE, CROSSING
 ET1090'THE BIG SANDY RIVER, TO A WIRE GATE.  CONTINUE THROUGH THE
 ET1090'GATE 0.1 MILE TO A FORKS AT A WINDMILL AND SHED.  TAKE LEFT
 ET1090'FORK N THROUGH A FENCE FOR 0.2 MILE, THEN KEEP RIGHT FORK
 ET1090'FOR 0.1 MILE TO ANOTHER WIRE GATE.  CONTINUE 0.4 MILE, THE
 ET1090'LATTER PART OF WHICH IS ALONG THE E SIDE OF A FENCE LINE, TO
 ET1090'WHERE TRACK ROAD CROSSES A SHARP RIDGE.  TURN RIGHT ONTO
 ET1090'RIDGE AND DRIVE ALONG THE TOP OF IT IN A NE DIRECTION
 ET1090'FOR 0.3 MILE TO THE HIGHEST PART AND THE STATION.
 ET1090'
 ET1090'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT AHEAD
 ET1090'FOR 0.5 MILE TO THE MARK ON THE RIDGE TO THE LEFT.
 ET1090
 ET1090                          STATION RECOVERY (1950)
 ET1090
 ET1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1090'THE STATION WAS RECOVERED AS DESCRIBED IN 1944 AND ALL MARKS
 ET1090'ARE IN GOOD CONDITION.
 ET1090'
 ET1090'THE 1944 ROUTE TO THE STATION IS ADEQUATE WITH THE FOLLOW
 ET1090'EXCEPTION--FROM THE WINDMILL AND SHED MENTIONED IN THE OLD
 ET1090'DESCRIPTION TURN LEFT THROUGH THE GATE AS PER DESCRIPTION
 ET1090'AND GO NORTH 0.15 MILE TO A SMALL DRAW RUNNING EAST- WEST.  CROSS
 ET1090'THE DRAW TO A DIM TRACK ROAD ON THE EAST SIDE OF AN IRRIGATION
 ET1090'DITCH.  FOLLOW THE DIM TRACKS WHICH BEAR TO THE RIGHT THROUGH
 ET1090'SCRUB TREES TO AN OPEN AREA.  BEAR NORTHEAST 0.1 MILE TO A
 ET1090'WIRE GATE IN A FENCE LINE IN A SMALL DRAW.  PASS THROUGH
 ET1090'THE GATE AND FOLLOW THE TRACK ROAD 0.4 MILE TO THE RIDGE
 ET1090'MENTIONED IN THE OLD DESCRIPTION.  FROM HERE FOLLOW THE
 ET1090'ROUTE OF THE DESCRIPTION
 ET1090'
 ET1090'NO DISTANCES OR DIRECTIONS WERE MEASURED SINCE THE STATION WAS
 ET1090'NOT OCCUPIED BY AN OBSERVING UNIT.
 ET1090
 ET1090                          STATION RECOVERY (1968)
 ET1090
 ET1090'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 ET1090'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE
 ET1090'IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO R.M.S WERE
 ET1090'CHECKED SATISFACTORILY.
 ET1090'
 ET1090'A NEW TO REACH FOLLOWS--
 ET1090'
 ET1090'TO REACH FROM THE POST OFFICE IN WIKIEUP GO NORTH ON U.S.
 ET1090'93 FOR 5.4 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO EAST,
 ET1090'CROSSING THE BIG SANDY RIVER FOR 0.7 MILE TO AN OLD PUMP AND
 ET1090'A CROSS TRAIL, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A T
 ET1090'ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.6 MILE TO THE CREST
 ET1090'OF A LOW RIDGE, TURN RIGHT AND FOLLOW DIM TRACK ROAD ALONG TOP
 ET1090'OF RIDGE FOR 0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 ET1090
 ET1090                          STATION RECOVERY (1979)
 ET1090
 ET1090'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1090'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 ET1090'CONDITION, THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW ROUTE TO THE
 ET1090'STATION FOLLOWS.
 ET1090'
 ET1090'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL NORTH
 ET1090'ALONG U.S. HIGHWAY 93 FOR 5.6 MILES TO A BLADED ROAD ON THE RIGHT.
 ET1090'TURN RIGHT FOR 0.7 MILES TO A FORK, TAKE THE RIGHT FORK FOR 0.2 MILE
 ET1090'TO A FORK, TAKE THE LEFT FORK FOR 0.65 MILE TO A RIDGE.  TURN RIGHT
 ET1090'ALONG THE RIDGE FOR 0.3 MILE TO THE HIGHEST POINT AND STATION.
 ET1090'
 ET1090'TO REACH STATION WHEN BIG SANDY RIVER IS FLOWING, TRAVEL SOUTH ALONG
 ET1090'U.S. 93 FROM POST OFFICE IN WIKIEUP FOR 3.1 MILES TO BRIDGE OVER BIG
 ET1090'SANDY RIVER, CROSS BRIDGE AND CONTINUE FOR 0.2 MILES TO A CATTLE GUARD
 ET1090'ON LEFT.  TURN LEFT FOR 10 MILES TO STATION ON RIGHT OF TRAIL ON A
 ET1090'RIDGE.
 ET1090
 ET1090                          STATION RECOVERY (1980)
 ET1090
 ET1090'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1090'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0512 ***********************************************************************
 ER0512  DESIGNATION -  STEVENS
 ER0512  PID         -  ER0512
 ER0512  STATE/COUNTY-  AZ/APACHE
 ER0512  USGS QUAD   -  VERNON (1971)
 ER0512
 ER0512                         *CURRENT SURVEY CONTROL
 ER0512  ___________________________________________________________________
 ER0512* NAD 83(1992)-  34 16 15.17516(N)    109 44 26.11359(W)     ADJUSTED  
 ER0512* NAVD 88     -      2114.4    (meters)    6937.     (feet)  VERTCON   
 ER0512  ___________________________________________________________________
 ER0512  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 ER0512  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 ER0512  HORZ ORDER  -  SECOND
 ER0512
 ER0512.The horizontal coordinates were established by classical geodetic methods
 ER0512.and adjusted by the National Geodetic Survey in August 1993.
 ER0512
 ER0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0512
 ER0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0512
 ER0512.The geoid height was determined by GEOID03.
 ER0512
 ER0512;                    North         East     Units Scale Factor Converg.
 ER0512;SPC AZ E     -   362,780.533   252,594.090   MT  0.99991897   +0 14 23.8
 ER0512;SPC AZ E     - 1,190,224.85    828,720.77   iFT  0.99991897   +0 14 23.8
 ER0512;UTM  12      - 3,792,909.077   615,937.019   MT  0.99976569   +0 42 33.3
 ER0512
 ER0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0512!SPC AZ E     -   0.99967182  x   0.99991897  =   0.99959082
 ER0512!UTM  12      -   0.99967182  x   0.99976569  =   0.99943759
 ER0512
 ER0512:                Primary Azimuth Mark                     Grid Az
 ER0512:SPC AZ E     -  BAN                                      095 42 04.9
 ER0512:UTM  12      -  BAN                                      095 13 55.4
 ER0512
 ER0512|---------------------------------------------------------------------|
 ER0512| PID    Reference Object                     Distance      Geod. Az  |
 ER0512|                                                           dddmmss.s |
 ER0512| ER0510 BAN                                 APPROX. 1.1 KM 0955628.7 |
 ER0512| CD3691 STEVENS RM 1                          9.930 METERS 10457     |
 ER0512| CD3692 STEVENS RM 2                          8.855 METERS 26419     |
 ER0512|---------------------------------------------------------------------|
 ER0512
 ER0512                          SUPERSEDED SURVEY CONTROL
 ER0512
 ER0512  NAD 83(1986)-  34 16 15.17263(N)    109 44 26.12097(W) AD(       ) 2
 ER0512  NAD 27      -  34 16 15.01953(N)    109 44 23.75368(W) AD(       ) 2
 ER0512  NGVD 29 (07/19/86) 2113.5    (m)         6934.     (f) VERT ANG    3  
 ER0512
 ER0512.Superseded values are not recommended for survey control.
 ER0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0512.See file dsdata.txt to determine how the superseded data were derived.
 ER0512
 ER0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1593792909(NAD 83)
 ER0512_MARKER: DD = SURVEY DISK
 ER0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0512+STABILITY: SURFACE MOTION
 ER0512
 ER0512  HISTORY     - Date     Condition        Report By
 ER0512  HISTORY     - 1979     MONUMENTED       AZDT
 ER0512  HISTORY     - 20050729 GOOD             USPSQD
 ER0512
 ER0512                          STATION DESCRIPTION
 ER0512
 ER0512'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0512'THE STATION IS LOCATED ABOUT 28 MILES AIRLINE WEST-NORTHWEST OF
 ER0512'SPRINGERVILLE ALONG U.S. HIGHWAY 60.
 ER0512'
 ER0512'THE STATION MARK IS AN ADOT DISK STAMPED---STEVENS 1979---IT IS SET IN
 ER0512'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 73 FEET SOUTH OF THE CENTER
 ER0512'LINE OF THE HIGHWAY AND 4 FEET NORTH OF WITNESS POST.
 ER0512'
 ER0512'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---STEVENS RM 1 1979---IT IS
 ER0512'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 67 FEET SOUTH OF THE CENTER
 ER0512'LINE OF U.S. 60.
 ER0512'
 ER0512'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---STEVENS RM 2 1979---IT IS
 ER0512'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 73 FEET SOUTH OF THE CENTER
 ER0512'LINE OF U.S. 60.
 ER0512'
 ER0512'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60,77 AND 260 IN
 ER0512'SHOW LOW, TRAVEL EAST ON U.S. 60 FOR 11 MILES TO JUNCTION WITH SR 61.
 ER0512'BEAR RIGHT ON U.S. 60 FOR 5.66 MILES TO MILE POST 358.66 AND STATION
 ER0512'ON THE RIGHT.
 ER0512
 ER0512                          STATION RECOVERY (2005)
 ER0512
 ER0512'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0512'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2199 ***********************************************************************
 DU2199  DESIGNATION -  STEWART DAM
 DU2199  PID         -  DU2199
 DU2199  STATE/COUNTY-  AZ/MARICOPA
 DU2199  USGS QUAD   -  STEWART MTN (1978)
 DU2199
 DU2199                         *CURRENT SURVEY CONTROL
 DU2199  ___________________________________________________________________
 DU2199* NAD 83(1992)-  33 33 55.10048(N)    111 31 51.50351(W)     ADJUSTED  
 DU2199* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 DU2199  ___________________________________________________________________
 DU2199  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DU2199  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DU2199  HORZ ORDER  -  SECOND
 DU2199
 DU2199.The horizontal coordinates were established by classical geodetic methods
 DU2199.and adjusted by the National Geodetic Survey in August 1993.
 DU2199
 DU2199.The orthometric height was scaled from a topographic map.
 DU2199
 DU2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2199
 DU2199.The geoid height was determined by GEOID03.
 DU2199
 DU2199;                    North         East     Units Scale Factor Converg.
 DU2199;SPC AZ C     -   284,509.683   249,169.208   MT  0.99991580   +0 12 47.7
 DU2199;SPC AZ C     -   933,430.72    817,484.28   iFT  0.99991580   +0 12 47.7
 DU2199;UTM  12      - 3,714,085.895   450,717.145   MT  0.99962994   -0 17 36.9
 DU2199
 DU2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2199!SPC AZ C     -   0.99992645  x   0.99991580  =   0.99984226
 DU2199!UTM  12      -   0.99992645  x   0.99962994  =   0.99955642
 DU2199
 DU2199:                Primary Azimuth Mark                     Grid Az
 DU2199:SPC AZ C     -  STEWART DAM AZ MK                        288 18 00.5
 DU2199:UTM  12      -  STEWART DAM AZ MK                        288 48 25.1
 DU2199
 DU2199|---------------------------------------------------------------------|
 DU2199| PID    Reference Object                     Distance      Geod. Az  |
 DU2199|                                                           dddmmss.s |
 DU2199| CH5500 STEWART DAM AZ MK                                  2883048.2 |
 DU2199|---------------------------------------------------------------------|
 DU2199
 DU2199                          SUPERSEDED SURVEY CONTROL
 DU2199
 DU2199  NAD 83(1986)-  33 33 55.09688(N)    111 31 51.50696(W) AD(       ) 2
 DU2199  NAD 27      -  33 33 54.93500(N)    111 31 49.02900(W) AD(       ) 2
 DU2199
 DU2199.Superseded values are not recommended for survey control.
 DU2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2199.See file dsdata.txt to determine how the superseded data were derived.
 DU2199
 DU2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5071714086(NAD 83)
 DU2199_MARKER: DS = TRIANGULATION STATION DISK
 DU2199_SETTING: 80 = SET IN A BOULDER
 DU2199_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2199+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DU2199
 DU2199  HISTORY     - Date     Condition        Report By
 DU2199  HISTORY     - 1935     MONUMENTED       CGS
 DU2199  HISTORY     - 20090207 GOOD             GEOCAC
 DU2199
 DU2199                          STATION DESCRIPTION
 DU2199
 DU2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2199'ON A SMALL HILL ABOUT ONE-HALF MILE SOUTHEAST OF THE EAST END
 DU2199'OF THE STEWART DAM WHICH IS LOCATED ABOUT 24 MILES EAST OF
 DU2199'MESA.  MARKED BY A STANDARD BRONZE DISK.
 DU2199'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2199'IS 12,800 METERS (41.99 FEET) FROM STATION
 DU2199'S 66 DEG 01 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 DU2199'BRONZE REFERENCE DISK, IS 20.230 METERS (66.37 FEET)
 DU2199'FROM STATION N 41 DEG 53 MIN W.  THE AZIMUTH MARK, A
 DU2199'SMALL CROSS MADE IN THE FLOOR OF THE WALK ON THE EAST SIDE
 DU2199'OF THE DAM, IS N 71 DEG 29 MIN W.
 DU2199
 DU2199                          STATION RECOVERY (2009)
 DU2199
 DU2199'RECOVERY NOTE BY GEOCACHING 2009 (MDS)
 DU2199'MARK RECOVERED IN GOOD CONDITION, SOME MINOR DAMAGE, BUT INTACT. RM1
 DU2199'AND RM2 ALSO RECOVERED IN GOOD CONDITION. DID NOT ATTEMPT TO LOCATE
 DU2199'AZIMUTH MARK, AS IT IS NOW LOCATED IN A NO TRESPASSING AREA OF STEWART
 DU2199'DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2198 ***********************************************************************
 DU2198  DESIGNATION -  STEWART MOUNTAIN
 DU2198  PID         -  DU2198
 DU2198  STATE/COUNTY-  AZ/MARICOPA
 DU2198  USGS QUAD   -  STEWART MTN (1978)
 DU2198
 DU2198                         *CURRENT SURVEY CONTROL
 DU2198  ___________________________________________________________________
 DU2198* NAD 83(1992)-  33 34 55.84034(N)    111 33 29.16070(W)     ADJUSTED  
 DU2198* NAVD 88     -       912.8    (meters)    2995.     (feet)  VERTCON   
 DU2198  ___________________________________________________________________
 DU2198  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DU2198  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DU2198  HORZ ORDER  -  FIRST
 DU2198
 DU2198.The horizontal coordinates were established by classical geodetic methods
 DU2198.and adjusted by the National Geodetic Survey in August 1993.
 DU2198
 DU2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2198
 DU2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2198
 DU2198.The geoid height was determined by GEOID03.
 DU2198
 DU2198;                    North         East     Units Scale Factor Converg.
 DU2198;SPC AZ C     -   286,371.839   246,644.148   MT  0.99991365   +0 11 54.0
 DU2198;SPC AZ C     -   939,540.15    809,199.96   iFT  0.99991365   +0 11 54.0
 DU2198;UTM  12      - 3,715,969.785   448,209.370   MT  0.99963307   -0 18 31.4
 DU2198
 DU2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2198!SPC AZ C     -   0.99986129  x   0.99991365  =   0.99977495
 DU2198!UTM  12      -   0.99986129  x   0.99963307  =   0.99949441
 DU2198
 DU2198|---------------------------------------------------------------------|
 DU2198| PID    Reference Object                     Distance      Geod. Az  |
 DU2198|                                                           dddmmss.s |
 DU2198| CH5502 STEWART MOUNTAIN RM 1                 9.633 METERS 11114     |
 DU2198| CH5501 STEWART MOUNTAIN AZ MK                             1372841.9 |
 DU2198| CH5503 STEWART MOUNTAIN RM 2                 8.743 METERS 31801     |
 DU2198|---------------------------------------------------------------------|
 DU2198
 DU2198                          SUPERSEDED SURVEY CONTROL
 DU2198
 DU2198  NAD 83(1986)-  33 34 55.83621(N)    111 33 29.16410(W) AD(       ) 1
 DU2198  NAD 27      -  33 34 55.67800(N)    111 33 26.68200(W) AD(       ) 1
 DU2198  NGVD 29 (07/19/86)  912.2    (m)         2993.     (f) VERT ANG    3  
 DU2198
 DU2198.Superseded values are not recommended for survey control.
 DU2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2198.See file dsdata.txt to determine how the superseded data were derived.
 DU2198
 DU2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4820915970(NAD 83)
 DU2198_MARKER: DS = TRIANGULATION STATION DISK
 DU2198_SETTING: 66 = SET IN ROCK OUTCROP
 DU2198_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2198+STABILITY: POSITION/ELEVATION WELL
 DU2198
 DU2198  HISTORY     - Date     Condition        Report By
 DU2198  HISTORY     - 1935     MONUMENTED       CGS
 DU2198  HISTORY     - 1946     GOOD             CGS
 DU2198  HISTORY     - 1956     GOOD             AMS
 DU2198  HISTORY     - 1981     GOOD             AZDT
 DU2198  HISTORY     - 1983     GOOD             AZDT
 DU2198
 DU2198                          STATION DESCRIPTION
 DU2198
 DU2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2198'ABOUT 20 MILES, AIR LINE, NORTHEAST OF MESA, ABOUT 6 MILES,
 DU2198'AIR LINE, EAST OF THE VERDE RIVER, ABOUT 1-1/2 MILES, AIR LINE,
 DU2198'NORTHWEST OF THE STEWART DAM, ON THE SALT RIVER, ON THE MOST
 DU2198'WESTERN AND HIGHEST OF THE THREE PEAKS WHICH FORM THE SUMMIT
 DU2198'OF STEWART MOUNTAIN.  MARKED BY A STANDARD BRONZE DISK.
 DU2198'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DU2198'REFERENCE DISK, IS 10.472 METERS (34.36 FEET) FROM
 DU2198'STATION S 68 DEG 46 MIN E.  REFERENCE MARK NO. 2,
 DU2198'A STANDARD BRONZE REFERENCE DISK, IS 8.835 METERS
 DU2198'(28.99 FEET) FROM STATION N 41 DEG 58 MIN W.  A ROCK
 DU2198'CAIRN (U.S.G.S.) IS 9.3 METERS (31 FEET) FROM STATION
 DU2198'N 06 DEG E.  NO AZIMUTH MARK ESTABLISHED.  OTHER STATIONS
 DU2198'VISIBLE FROM THE GROUND.
 DU2198
 DU2198                          STATION RECOVERY (1946)
 DU2198
 DU2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2198'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  AN
 DU2198'AZIMUTH MARK WAS ESTABLISHED AS NOTED BELOW.
 DU2198'
 DU2198'TO REACH FROM THE BUCKHORN MINERAL BATHS, A RESORT 7.7 MILES
 DU2198'EAST OF MESA ON U.S. HIGHWAYS 60 AND 70 GO 1.05 MILES TO A CROSS
 DU2198'ROAD AND SIGN SAHUARO LAKE RANCH 17 HERE TURN LEFT, NORTH, ON
 DU2198'GRADED GRAVEL ROAD AND GO 14.0 MILES ON THE MAIN TRAVELED
 DU2198'ROAD TO A BRIDGE ACROSS THE SALT RIVER.  CROSS BRIDGE AND
 DU2198'CONTINUE FOR 2.4 MILES TO A FORK.  KEEP LEFT FORK, MAIN TRAVELED
 DU2198'ROAD AND GO 0.9 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DU2198'FOR 1.35 MILES TO A SIDE ROAD RIGHT AT THE TOP OF A DIVIDE,
 DU2198'AND END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY TO SADDLE
 DU2198'BETWEEN TWO PROMINENT PEAKS AND THENCE SOUTHWESTERLY ACROSS
 DU2198'FLAT AND UP HIGHEST PEAK TO STATION SITE.  A PACK OF 1 HOUR
 DU2198'15 MINUTES.
 DU2198'
 DU2198'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED--STEWART
 DU2198'MT. 1935 AND IS SET IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 DU2198'THE GROUND AND IS LOCATED ON THE MOST WESTERN AND HIGHEST OF
 DU2198'THREE PEAKS OVERLOOKING SAHUARO LAKE AND STEWART DAM TO THE
 DU2198'SOUTHEAST AND IS LOCATED 28-1/2 FEET SOUTH OF THE HIGHEST POINT
 DU2198'MARKED BY OLD ROCK CAIRN.
 DU2198'
 DU2198'R.M. 1 IS A STANDARD REFERENCE DISK STAMPED--STEWART MT. NO. 1
 DU2198'1935 AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 DU2198'10 INCHES ON THE LOWER SIDE AND IS ABOUT 8 FEET LOWER THAN
 DU2198'STATION.
 DU2198'
 DU2198'R.M. 2 IS A STANDARD REFERENCE DISK STAMPED--STEWART MT. NO.
 DU2198'2 1935 AND IS SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 20
 DU2198'INCHES ON THE LOWER SIDE AND IS ABOUT 3 FEET LOWER THAN STATION.
 DU2198'
 DU2198'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED--STEWART
 DU2198'MOUNTAIN 1946 AND IS SET IN A LARGE BOULDER THAT MEASURES
 DU2198'10-1/2 FEET BY 7-1/2 FEET AND SETS 3 FEET ABOVE THE GROUND AND
 DU2198'IS LOCATED 70 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD
 DU2198'AND 15-1/2 FEET EAST-SOUTHEAST OF A 4X4 INCH WHITE WITNESS
 DU2198'POST AND IS BY AIRLINE ABOUT 1/2 MILE SOUTHEAST OF STATION.
 DU2198'
 DU2198'ALL STATIONS EXCEPT OTERO ARE VISIBLE FROM THE GROUND.
 DU2198'
 DU2198'DISCREPANCY IN DISTANCES TO REFERENCE MARKS NOTED AND CHECKED.
 DU2198
 DU2198                          STATION RECOVERY (1956)
 DU2198
 DU2198'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2198'STATION RECOVERED AS DESCRIBED.
 DU2198'
 DU2198'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 DU2198
 DU2198                          STATION RECOVERY (1981)
 DU2198
 DU2198'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2198'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DU2198'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2198'
 DU2198'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST ALONG
 DU2198'MAIN STREET FOR 200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL
 DU2198'SOUTH FOR 0.6 MILE TO STATE ROUTE 87.  TURN RIGHT ALONG SR 87 AND GO
 DU2198'SOUTH FOR 52 MILES TO SAGUARO LAKE ROAD.  TURN LEFT AND TRAVEL SOUTH
 DU2198'EAST FOR 2.9 MILES TO END OF TRUCK TRAVEL AT THE TURN OFF TO BUTCHER
 DU2198'JONES BEACH, PACK ALONG TRAIL TO BASE OF THE MOUNTAIN, PACK UP THE
 DU2198'LEFT OF SOUTH DRAIN TO THE TOP, PACK WEST ACROSS FLAT AND UP MOUNTAIN
 DU2198'TO JUST BEYOND HIGHEST POINT AND STATION.   TO REACH THE AZIMUTH
 DU2198'MARK CONTINUE 1.1 MILES FROM THE TURN OFF TO BUTCHER JONES BEACH
 DU2198'TO A PAVED ROAD LEFT TO SAGUARO DEL NORTE, CONTINUE SOUTH FOR 0.45
 DU2198'MILE TO THE AZIMUTH MARK ON THE LEFT IN A LARGE BOULDER.
 DU2198
 DU2198                          STATION RECOVERY (1983)
 DU2198
 DU2198'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DU2198'THE STATION WAS RECOVERED AS DESCRIBED IN 1982 BY AZDT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0277 ***********************************************************************
 CZ0277  DESIGNATION -  STOCKMAN
 CZ0277  PID         -  CZ0277
 CZ0277  STATE/COUNTY-  AZ/PIMA
 CZ0277  USGS QUAD   -  TUCSON NORTH (1992)
 CZ0277
 CZ0277                         *CURRENT SURVEY CONTROL
 CZ0277  ___________________________________________________________________
 CZ0277* NAD 83(1992)-  32 15 38.35917(N)    111 00 02.32453(W)     ADJUSTED  
 CZ0277* NAVD 88     -       711.37   (+/-2cm)    2333.9    (feet)  VERTCON   
 CZ0277  ___________________________________________________________________
 CZ0277  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CZ0277  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0277  HORZ ORDER  -  SECOND
 CZ0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0277
 CZ0277.The horizontal coordinates were established by classical geodetic methods
 CZ0277.and adjusted by the National Geodetic Survey in August 1993.
 CZ0277
 CZ0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0277.The vertical order pertains to the NGVD 29 superseded value.
 CZ0277
 CZ0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0277
 CZ0277.The geoid height was determined by GEOID03.
 CZ0277
 CZ0277;                    North         East     Units Scale Factor Converg.
 CZ0277;SPC AZ C     -   140,136.235   299,664.894   MT  0.99999183   +0 29 20.3
 CZ0277;SPC AZ C     -   459,764.55    983,152.54   iFT  0.99999183   +0 29 20.3
 CZ0277;UTM  12      - 3,569,327.965   499,939.183   MT  0.99960000   -0 00 01.2
 CZ0277
 CZ0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0277!SPC AZ C     -   0.99989291  x   0.99999183  =   0.99988474
 CZ0277!UTM  12      -   0.99989291  x   0.99960000  =   0.99949295
 CZ0277
 CZ0277|---------------------------------------------------------------------|
 CZ0277| PID    Reference Object                     Distance      Geod. Az  |
 CZ0277|                                                           dddmmss.s |
 CZ0277| CC8308 2333.13                               4.585 METERS 06815     |
 CZ0277| CC8307 STOCKMAN AZ MK                                     0834057.2 |
 CZ0277| CC8309 2332.54                              17.913 METERS 13202     |
 CZ0277|---------------------------------------------------------------------|
 CZ0277
 CZ0277                          SUPERSEDED SURVEY CONTROL
 CZ0277
 CZ0277  NAD 83(1986)-  32 15 38.35519(N)    111 00 02.32267(W) AD(       ) 2
 CZ0277  NAD 27      -  32 15 38.08320(N)    110 59 59.98810(W) AD(       ) 2
 CZ0277  NGVD 29 (??/??/92)  710.708  (m)         2331.71   (f) ADJ UNCH    2 0
 CZ0277
 CZ0277.Superseded values are not recommended for survey control.
 CZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0277.See file dsdata.txt to determine how the superseded data were derived.
 CZ0277
 CZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9993969328(NAD 83)
 CZ0277_MARKER: DS = TRIANGULATION STATION DISK
 CZ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0277_STAMPING: STOCKMAN 1959
 CZ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0277+STABILITY: SURFACE MOTION
 CZ0277
 CZ0277  HISTORY     - Date     Condition        Report By
 CZ0277  HISTORY     - 1959     MONUMENTED       CGS
 CZ0277  HISTORY     - 1959     GOOD             AZDT
 CZ0277  HISTORY     - 1960     GOOD             NGS
 CZ0277  HISTORY     - 1971     GOOD             AZHD
 CZ0277  HISTORY     - 1975     GOOD             USAF
 CZ0277  HISTORY     - 1982     GOOD             AZDT
 CZ0277
 CZ0277                          STATION DESCRIPTION
 CZ0277
 CZ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0277'THE STATION IS IN THE NORTHWEST PART OF TUCSON, NEAR THE SOUTHWEST
 CZ0277'END OF A CONCRETE OVERPASS OVER THE MAINLINE OF THE SOUTHERN
 CZ0277'PACIFIC RAILROAD.
 CZ0277'
 CZ0277'TO REACH THE STATION FROM THE ANNEX STATION POST OFFICE, WHICH
 CZ0277'IS LOCATED AT THE CORNER OF NORTH 9TH AVENUE AND HELEN STREET IN
 CZ0277'TUCSON, GO SOUTH ON NORTH 9TH AVENUE FOR 0.1 MILE TO WEST SPEEDWAY,
 CZ0277'TURN RIGHT AND GO WEST ON WEST SPEEDWAY FOR 0.55 MILE TO THE FREE
 CZ0277'WAY.  TURN RIGHT AND GO NORTHWEST ON THE FREE WAY FOR 1.9 MILES
 CZ0277'TO AN APPROACH TO AN OVERPASS ON THE RIGHT, TURN RIGHT, NORTH,
 CZ0277'0.1 MILE TO THE STATION ON THE LEFT.
 CZ0277'
 CZ0277'TO REACH THE AZIMUTH MARK FROM THE STATION CROSS THE OVERPASS
 CZ0277'AND GO EAST ON THE CASA GRANDE HIGHWAY FOR 0.35 MILE TO THE
 CZ0277'AZIMUTH MARK ON THE LEFT.
 CZ0277'
 CZ0277'THE STATION MARK, STAMPED STOCKMAN 1959, IS A STANDARD DISK
 CZ0277'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0277'7 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE WEST BOUND
 CZ0277'TRAFFIC LANE, 7-1/2 FEET NORTHWEST OF A STREET LAMP POLE AND 2.8
 CZ0277'FEET SOUTHWEST OF A WITNESS POST.
 CZ0277'
 CZ0277'REFERENCE MARK 1, STAMPED 2333.13 1957, IS AN ARIZONA HIGHWAY
 CZ0277'DEPT. ELEV. DISK CEMENTED IN A DRILL HOLE IN THE SOUTH GUARD
 CZ0277'RAIL FOR THE WEST BOUND TRAFFIC LANE.  IT IS 19 FEET SOUTH OF
 CZ0277'THE CENTER OF THE WEST BOUND TRAFFIC LANE AND 5-1/2 FEET EAST
 CZ0277'OF THE WEST END OF THE BRIDGE.
 CZ0277'
 CZ0277'REFERENCE MARK 2, STAMPED 2332.54 1957, IS AN ARIZONA HIGHWAY
 CZ0277'DEPT. ELEV. DISK CEMENTED IN A DRILL HOLE IN THE SOUTH GUARD
 CZ0277'RAIL FOR THE EAST BOUND TRAFFIC.  IT IS 19 FEET SOUTH OF THE
 CZ0277'CENTER OF THE EAST BOUND TRAFFIC LANE AND 3 FEET EAST OF THE
 CZ0277'WEST END OF THE BRIDGE.
 CZ0277'
 CZ0277'THE AZIMUTH MARK, STAMPED STOCKMAN 1959, IS A STANDARD DISK
 CZ0277'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A STREET
 CZ0277'LAMP POLE.  IT IS BETWEEN THE TWO LANES OF TRAFFIC ON THE CASA
 CZ0277'GRANDE HIGHWAY, 60 FEET EAST OF THE INTERSECTION OF THE CASA
 CZ0277'GRANDE HIGHWAY AND THE FLOWING WELLS ROAD AND AT THE BASE OF
 CZ0277'STREET LAMP POLE NO. 178.
 CZ0277
 CZ0277                          STATION RECOVERY (1959)
 CZ0277
 CZ0277'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1959 (TT)
 CZ0277'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CZ0277'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CZ0277'
 CZ0277'TO REACH THE STATION FROM DOWNTOWN TUCSON, TRAVEL WEST ON I-10 TO THE
 CZ0277'MIRACLE MILE EXIT, TURN RIGHT AT EXIT AND GO UP ONTO THE OVERPASS FOR
 CZ0277'0.1 MILE TO THE STATION ON THE LEFT.
 CZ0277'
 CZ0277'THE STATION IS ABOUT 0.1 FOOT BELOW GROUND LEVEL AND 2 FEET SOUTH OF
 CZ0277'THE GUTTER AND GUARD RAIL.
 CZ0277
 CZ0277                          STATION RECOVERY (1960)
 CZ0277
 CZ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0277'IN TUCSON.
 CZ0277'FROM THE ANNEX STATION POST OFFICE LOCATED AT THE CORNER OF 9TH AVENUE
 CZ0277'AND HELEN STREET, TUCSON, ARIZONA, GO SOUTH ON NORTH 9TH AVENUE FOR
 CZ0277'0.1 MILE TO WEST SPEEDWAY, THENCE 0.55 MILE WEST ON WEST SPEEDWAY TO
 CZ0277'THE FREEWAY, THENCE 2.0 MILE NORTHWEST ON THE FREEWAY TO THE OVERPASS,
 CZ0277'20 FEET SOUTH OF CENTER OF THE WESTBOUND TRAFFIC LANE, 7.5 FEET
 CZ0277'NORTHWEST OF STREET LAMP, 2.8 FEET SOUTHWEST OF WITNESS POST, SET IN
 CZ0277'TOP OF 12-INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.
 CZ0277
 CZ0277                          STATION RECOVERY (1971)
 CZ0277
 CZ0277'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ0277'GENERAL LOCATION IN TUCSON.  THE STATION IS A STANDARD
 CZ0277'USC AND GS TRIANGULATION BRASS CAP, SET IN CONCRETE, DOWN 0.3 FT
 CZ0277'BELOW THE SURFACE, STAMPED STOCKMAN 1959, LOCATED IN TUCSON ON THE
 CZ0277'MIRACLE MILE OVERPASS, ABOUT 25 FT WEST OF THE WEST END OF THE
 CZ0277'OVERPASS BRIDGE OVER THE RAILROAD TRACKS, IN THE MEDIAN, 3 FT
 CZ0277'SOUTH OF THE SOUTH CURB OF THE WESTBOUND TRAFFIC LANE AND 12 FT
 CZ0277'NORTH OF THE NORTH EDGE OF THE EASTBOUND LANE.  REFERANCE MARK
 CZ0277'NO. 1 IS AN AHD BRASS CAP, SET IN THE CURB OF THE SOUTHWEST
 CZ0277'CORNER OF WESTBOUND OVERPASS BRIDGE.  REFERENCE MARK NO. 2
 CZ0277'IS AN AHD BRASS CAP, SET IN THE CURB OF THE EASTBOUND OVERPASS
 CZ0277'BRIDGE AND ON THE SOUTHWEST CORNER OF THE BRIDGE.  THE MARKS
 CZ0277'ARE STAMPED RESPECTIVELY, 2333.13 1957 AND 2332.54 1957 THE AZIMUTH
 CZ0277'MARK WAS NOT SEARCHED FOR.
 CZ0277
 CZ0277                          STATION RECOVERY (1975)
 CZ0277
 CZ0277'RECOVERY NOTE BY US AIR FORCE 1975 (JKS)
 CZ0277'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION EXCEPT THAT
 CZ0277'IT IS NOW 4 INCHES BELOW GROUND LEVEL.  REFERENCE MARKS NO. 1 AND
 CZ0277'NO. 2 WERE ALSO RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CZ0277'AZIMUTH MARK WAS NOT SEARCHED FOR.
 CZ0277
 CZ0277                          STATION RECOVERY (1982)
 CZ0277
 CZ0277'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ0277'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1959.
 CZ0277'IT WAS MENTION THAT THE 1979 RECOVERY BY AZDT SHOWS THE DISTANCE TO
 CZ0277'REFERENCE MARK 1 IN SLOPE DISTANCE RATHER THAN IN HORIZONTAL.  THE
 CZ0277'AZIMUTH MARK TO THIS STATION SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0974 ***********************************************************************
 CG0974  DESIGNATION -  STONE
 CG0974  PID         -  CG0974
 CG0974  STATE/COUNTY-  AZ/COCHISE
 CG0974  USGS QUAD   -  BENSON (1983)
 CG0974
 CG0974                         *CURRENT SURVEY CONTROL
 CG0974  ___________________________________________________________________
 CG0974* NAD 83(1992)-  31 56 04.69311(N)    110 22 26.39546(W)     ADJUSTED  
 CG0974* NAVD 88     -      1362.4    (meters)    4470.     (feet)  VERTCON   
 CG0974  ___________________________________________________________________
 CG0974  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CG0974  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0974  HORZ ORDER  -  FIRST
 CG0974
 CG0974.The horizontal coordinates were established by classical geodetic methods
 CG0974.and adjusted by the National Geodetic Survey in August 1993.
 CG0974
 CG0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0974
 CG0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0974
 CG0974.The geoid height was determined by GEOID03.
 CG0974
 CG0974;                    North         East     Units Scale Factor Converg.
 CG0974;SPC AZ E     -   103,638.649   193,756.597   MT  0.99990474   -0 06 34.8
 CG0974;SPC AZ E     -   340,021.81    635,684.37   iFT  0.99990474   -0 06 34.8
 CG0974;SPC AZ C     -   104,658.756   359,228.092   MT  1.00016233   +0 48 58.1
 CG0974;SPC AZ C     -   343,368.62  1,178,569.86   iFT  1.00016233   +0 48 58.1
 CG0974;UTM  12      - 3,533,361.719   559,171.596   MT  0.99964318   +0 19 52.1
 CG0974
 CG0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0974!SPC AZ E     -   0.99979048  x   0.99990474  =   0.99969524
 CG0974!SPC AZ C     -   0.99979048  x   1.00016233  =   0.99995278
 CG0974!UTM  12      -   0.99979048  x   0.99964318  =   0.99943374
 CG0974
 CG0974:                Primary Azimuth Mark                     Grid Az
 CG0974:SPC AZ E     -  ADAMSON                                  080 39 34.7
 CG0974:SPC AZ C     -  ADAMSON                                  079 44 01.8
 CG0974:UTM  12      -  ADAMSON                                  080 13 07.8
 CG0974
 CG0974|---------------------------------------------------------------------|
 CG0974| PID    Reference Object                     Distance      Geod. Az  |
 CG0974|                                                           dddmmss.s |
 CG0974| CG0955 ADAMSON                             APPROX.18.5 KM 0803259.9 |
 CG0974| CC8310 STONE RM 1                            7.149 METERS 10837     |
 CG0974| CG0977 BENSON MTN ST TEL CO MW KPS 85      APPROX. 0.5 KM 1154653.9 |
 CG0974| CG0975 AVIATION BEACON 45 A                APPROX. 1.6 KM 1651413.8 |
 CG0974| CC8311 STONE RM 2                            7.395 METERS 22423     |
 CG0974|---------------------------------------------------------------------|
 CG0974
 CG0974                          SUPERSEDED SURVEY CONTROL
 CG0974
 CG0974  NAD 83(1986)-  31 56 04.68725(N)    110 22 26.39263(W) AD(       ) 1
 CG0974  NAD 27      -  31 56 04.38450(N)    110 22 24.13040(W) AD(       ) 1
 CG0974  NGVD 29 (07/19/86) 1361.6    (m)         4467.     (f) VERT ANG    3  
 CG0974
 CG0974.Superseded values are not recommended for survey control.
 CG0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0974.See file dsdata.txt to determine how the superseded data were derived.
 CG0974
 CG0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5917233362(NAD 83)
 CG0974_MARKER: DS = TRIANGULATION STATION DISK
 CG0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0974
 CG0974  HISTORY     - Date     Condition        Report By
 CG0974  HISTORY     - 1960     MONUMENTED       CGS
 CG0974  HISTORY     - 1970     GOOD             NGS
 CG0974
 CG0974                          STATION DESCRIPTION
 CG0974
 CG0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0974'THE STATION IS ABOUT 5 MILES WEST OF BENSON AND ABOUT 2 MILES
 CG0974'SOUTH OF U.S. HIGHWAY 80 ON A SMALL RIDGE THAT RUNS NORTH
 CG0974'AND SOUTH.
 CG0974'
 CG0974'TO REACH THE STATION FROM THE POST OFFICE AT BENSON GO WEST
 CG0974'ON U.S. HIHGWAY 80 FOR 6.2 MILES TO THE OVERPASS OVER SKYLINE
 CG0974'ROAD.  HERE TURN LEFT AND GO SOUTH AND EAST FOR 0.2 MILE TO A
 CG0974'CATTLE GUARD AND GO SOUTH ON THE GRADED ROAD FOR 1.0 MILE
 CG0974'TO A RANCH.  PASS THRU THE LOTS AT THE RANCH AND CONTINUE
 CG0974'SOUTH ON THE TRACK ROAD FOR 0.7 MILE TO A CROSSROAD, TURN
 CG0974'LEFT AND GO SOUTHEAST ON THE PIPE LINE ROAD FOR 1.3 MILES
 CG0974'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO NORTHEAST
 CG0974'ON THE TRACK ROAD FOR 0.15 MILE TO AN OPENING IN A THREE
 CG0974'WAY FENCE, PASS THRU THE OPENING AND GO NORTH ON THE TRACK
 CG0974'ROAD FOR 0.6 MILE TO THE STATION.
 CG0974'
 CG0974'THE STATION MARK, STAMPED STONE 1960, IS A STANDARD DISK
 CG0974'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CG0974'3 INCHES.  IT IS 4-1/2 FEET SOUTH OF THE WITNESS POST.
 CG0974'
 CG0974'REFERENCE MARK NO. 1, STAMPED STONE NO 1 1960, IS A STANDARD
 CG0974'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CG0974'PROJECTS 4 INCHES.  IT IS 24 FEET EAST OF THE WITNESS POST.
 CG0974'
 CG0974'REFERENCE MARK NO. 2, STAMPED STONE NO 2 1960, IS A STANDARD
 CG0974'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CG0974'PROJECTS 4 INCHES.  IT IS 28 FEET SOUTHWEST OF THE WITNESS POST.
 CG0974'
 CG0974'TRIANGULATION STATION CORNFIELD MAY BE USED FOR THE AZIMUTH
 CG0974'MARK.  SEE DESCRIPTION THEREOF.
 CG0974
 CG0974                          STATION RECOVERY (1970)
 CG0974
 CG0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG0974'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CG0974'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  NO AZIMUTH MARK HAS
 CG0974'BEEN ESTABLISHED FOR THIS STATION.  THE DISTANCE AND
 CG0974'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 CG0974'1960 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CG0974'
 CG0974'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF ST. DAVID, 5
 CG0974'MILES SOUTHWEST OF BENSON, 0.8 MILE NORTH OF THE EL PASO NATURAL GAS
 CG0974'COMPANY PIPELINE AND ON PASTURE LAND OWNED BY MR. DON SMITH OF
 CG0974'BENSON, ARIZONA.
 CG0974'
 CG0974'TO REACH THE STATION FROM THE SKYLINE EXIT ON INTERSTATE HIGHWAY 10
 CG0974'ABOUT 6 MILES WEST OF BENSON GO EAST ON THE SOUTH FRONTAGE ROAD FOR
 CG0974'0.15 MILE TO A CATTLE GUARD AND THE END OF THE PAVEMENT.  CONTINUE
 CG0974'EAST AND THEN SOUTH ON THE GRADED ROAD FOR 1.1 MILES TO THE RANCH
 CG0974'HOME OF MR. DON SMITH.  CONTINUE SOUTH, PASSING TO THE WEST SIDE OF A
 CG0974'BARN TO A METAL GATE.  PASS THROUGH THE GATE AND GO SOUTH
 CG0974'THROUGH THE CORRAL TO TWO METAL GATES.  PASS THROUGH THE RIGHT-HAND
 CG0974'GATE AND GO WEST AND THEN SOUTH ON THE TRACK ROAD FOR 0.8 MILE TO
 CG0974'A T-INTERSECTION AT A PIPELINE ROAD.  TURN LEFT AND GO SOUTHEAST ON
 CG0974'THE TRACK ROAD FOR 0.2 MILE TO A PIPE GATE.  PASS THROUGH THE GATE
 CG0974'AND CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 1.2 MILES TO A DIM TRACK
 CG0974'ROAD LEFT.  TURN LEFT GO NORTH ON THE TRACK ROAD FOR 0.15 MILE TO A
 CG0974'GATE AT A FENCE CORNER.  PASS THROUGH THE GATE AND COTINUE NORTH ON
 CG0974'THE TRACK ROAD FOR 0.65 MILE TO THE STATION ON THE LEFT.
 CG0974'
 CG0974'THE STATION MARK IS A STANDARD DISK STAMPED STONE 1960, SET IN THE
 CG0974'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CG0974'ABOVE THE GROUND SURFACE.  IT IS 4 FEET SOUTH OF A METAL WITNESS POST
 CG0974'WITH SIGN.
 CG0974'
 CG0974'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STONE NO 1 1960, SET IN
 CG0974'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CG0974'ABOVE THE GROUND SURFACE.  IT IS 28 FEET SOUTH-SOUTHWEST OF A METAL
 CG0974'WITNESS POST AND SIGN.
 CG0974'
 CG0974'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STONE NO 2 1960, SET IN
 CG0974'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CG0974'ABOVE THE GROUND SURFACE.  IT IS 23.5 FEET EAST OF A METAL WITNESS
 CG0974'POST AND SIGN.
 CG0974'
 CG0974'THE TOP CENTER OF THE MICROWAVE LISTED ABOVE WAS USED FOR THE
 CG0974'AZIMUTH.
 CG0974'
 CG0974'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 CG0974'
 CG0974'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 CG0974'OF BENSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0978 ***********************************************************************
 CG0978  DESIGNATION -  STONE RM A
 CG0978  PID         -  CG0978
 CG0978  STATE/COUNTY-  AZ/COCHISE
 CG0978  USGS QUAD   -  BENSON (1983)
 CG0978
 CG0978                         *CURRENT SURVEY CONTROL
 CG0978  ___________________________________________________________________
 CG0978* NAD 83(1992)-  31 56 05.32378(N)    110 22 25.80594(W)     ADJUSTED  
 CG0978* NAVD 88     -      1361.9    (meters)    4468.     (feet)  VERTCON   
 CG0978  ___________________________________________________________________
 CG0978  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CG0978  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CG0978  HORZ ORDER  -  FIRST
 CG0978
 CG0978.The horizontal coordinates were established by classical geodetic methods
 CG0978.and adjusted by the National Geodetic Survey in August 1993.
 CG0978
 CG0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0978
 CG0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0978
 CG0978.The geoid height was determined by GEOID03.
 CG0978
 CG0978;                    North         East     Units Scale Factor Converg.
 CG0978;SPC AZ E     -   103,658.043   193,772.117   MT  0.99990473   -0 06 34.5
 CG0978;SPC AZ E     -   340,085.44    635,735.29   iFT  0.99990473   -0 06 34.5
 CG0978;UTM  12      - 3,533,381.227   559,186.963   MT  0.99964320   +0 19 52.4
 CG0978
 CG0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0978!SPC AZ E     -   0.99979056  x   0.99990473  =   0.99969531
 CG0978!UTM  12      -   0.99979056  x   0.99964320  =   0.99943383
 CG0978
 CG0978:                Primary Azimuth Mark                     Grid Az
 CG0978:SPC AZ E     -  BENSON MTN ST TEL CO MW KPS 85           118 40 08.3
 CG0978:UTM  12      -  BENSON MTN ST TEL CO MW KPS 85           118 13 41.4
 CG0978
 CG0978|---------------------------------------------------------------------|
 CG0978| PID    Reference Object                     Distance      Geod. Az  |
 CG0978|                                                           dddmmss.s |
 CG0978| CG0977 BENSON MTN ST TEL CO MW KPS 85      499.936 METERS 1183333.8 |
 CG0978| CG0986 MESCAL EL PASO NAT GAS CO TK        APPROX. 7.6 KM 2994940.4 |
 CG0978|---------------------------------------------------------------------|
 CG0978
 CG0978                          SUPERSEDED SURVEY CONTROL
 CG0978
 CG0978  NAD 83(1986)-  31 56 05.31809(N)    110 22 25.80295(W) AD(       ) 1
 CG0978  NAD 27      -  31 56 05.01520(N)    110 22 23.54087(W) AD(       ) 1
 CG0978  NGVD 29 (07/19/86) 1361.1    (m)         4466.     (f) VERT ANG    3  
 CG0978
 CG0978.Superseded values are not recommended for survey control.
 CG0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0978.See file dsdata.txt to determine how the superseded data were derived.
 CG0978
 CG0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5918733381(NAD 83)
 CG0978_MARKER: DS = TRIANGULATION STATION DISK
 CG0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0978+STABILITY: SURFACE MOTION
 CG0978
 CG0978  HISTORY     - Date     Condition        Report By
 CG0978  HISTORY     - 1970     MONUMENTED       NGS
 CG0978
 CG0978                          STATION DESCRIPTION
 CG0978
 CG0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CG0978'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF ST. DAVID, 5
 CG0978'MILES SOUTHWEST OF BENSON, 0.8 MILE NORTH OF THE EL PASO NATURAL GAS
 CG0978'COMPANY PIPELINE AND ON PASTURE LAND OWNED BY MR. DON SMITH OF
 CG0978'BENSON, ARIZONA.
 CG0978'
 CG0978'THE STATION MARKS ARE STANDARD DISKS STAMPED STONE RM A 1970, THE
 CG0978'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 CG0978'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 CG0978'SURFACE.  IT IS 77.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 CG0978'THE UNDER GROUND MARK IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CG0978'
 CG0978'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STONE 1960.
 CG0978'THE DISTANCE, REDUCED TO SEA LEVEL, IS LISTED BELOW.
 CG0978'
 CG0978'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR STONE 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0166 ***********************************************************************
 CH0166  DESIGNATION -  STONE TANK
 CH0166  PID         -  CH0166
 CH0166  STATE/COUNTY-  AZ/PIMA
 CH0166  USGS QUAD   -  CHUPAN MOUNTAIN (1988)
 CH0166
 CH0166                         *CURRENT SURVEY CONTROL
 CH0166  ___________________________________________________________________
 CH0166* NAD 83(1992)-  31 54 21.94801(N)    112 22 58.59907(W)     ADJUSTED  
 CH0166* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 CH0166  ___________________________________________________________________
 CH0166  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CH0166  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CH0166  HORZ ORDER  -  THIRD
 CH0166
 CH0166.The horizontal coordinates were established by classical geodetic methods
 CH0166.and adjusted by the National Geodetic Survey in August 1993.
 CH0166
 CH0166.The orthometric height was scaled from a topographic map.
 CH0166
 CH0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0166
 CH0166.The geoid height was determined by GEOID03.
 CH0166
 CH0166;                    North         East     Units Scale Factor Converg.
 CH0166;SPC AZ C     -   100,550.345   169,259.321   MT  0.99992398   -0 14 47.2
 CH0166;SPC AZ C     -   329,889.58    555,312.73   iFT  0.99992398   -0 14 47.2
 CH0166;UTM  12      - 3,530,861.483   369,234.928   MT  0.99981089   -0 43 51.7
 CH0166
 CH0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0166!SPC AZ C     -   0.99991958  x   0.99992398  =   0.99984357
 CH0166!UTM  12      -   0.99991958  x   0.99981089  =   0.99973048
 CH0166
 CH0166|---------------------------------------------------------------------|
 CH0166| PID    Reference Object                     Distance      Geod. Az  |
 CH0166|                                                           dddmmss.s |
 CH0166| CH5506 STONE TANK RM 2                      13.430 METERS 01147     |
 CH0166| DA1481 PISINEMO STONE WINDMILL             APPROX.16.0 KM 0230810.8 |
 CH0166| CH5505 STONE TANK RM 1                      12.860 METERS 09027     |
 CH0166| CH0164 WINDMILL AT STONE TANK               66.591 METERS 11059     |
 CH0166| CH5504 STONE TANK AZ MK                                   1202228.4 |
 CH0166|---------------------------------------------------------------------|
 CH0166
 CH0166                          SUPERSEDED SURVEY CONTROL
 CH0166
 CH0166  NAD 83(1986)-  31 54 21.93983(N)    112 22 58.59962(W) AD(       ) 3
 CH0166  NAD 27      -  31 54 21.66900(N)    112 22 56.11400(W) AD(       ) 3
 CH0166
 CH0166.Superseded values are not recommended for survey control.
 CH0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0166.See file dsdata.txt to determine how the superseded data were derived.
 CH0166
 CH0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA6923530861(NAD 83)
 CH0166_MARKER: DS = TRIANGULATION STATION DISK
 CH0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0166
 CH0166  HISTORY     - Date     Condition        Report By
 CH0166  HISTORY     - 1936     MONUMENTED       CGS
 CH0166  HISTORY     - 1958     GOOD             AMS
 CH0166  HISTORY     - 1967     GOOD             CGS
 CH0166
 CH0166                          STATION DESCRIPTION
 CH0166
 CH0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0166'ON THE PAPAGO INDIAN RESERVATION, ABOUT 12 MILES SOUTH-SOUTHWEST
 CH0166'OF THE INDIAN VILLAGE OF PISINEMO.  FROM PISINEMO, GO ABOUT
 CH0166'5-1/2 MILES SOUTHWARD TO INDIAN VILLAGE OF SANTA CRUZ.  ABOUT
 CH0166'100 YARDS NORTHWEST OF MISSION TAKE PLAIN TRACK ROAD SOUTHWARD
 CH0166'2.1 MILES, TAKE RIGHT FORK 0.4 MILE, THEN MIDDLE FORK OF THREE
 CH0166'FOR 1.6 MILES TO CLEARED FIELD ON LEFT OF ROAD.  CONTINUE
 CH0166'ON MAIN ROAD 0.5 MILE ALONG FENCE LINE TO A POINT 50 YARDS
 CH0166'SOUTH OF THE SOUTHWEST FENCE CORNER, THEN TAKE RIGHT FORK AND
 CH0166'GO WEST 0.9 MILE TO WINDMILL WITH STONE RESERVOIR TANK AND
 CH0166'STATION.  MARKED BY STANDARD BRONZE DISKS.
 CH0166'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CH0166'REFERENCE DISK, IS 12.860 METERS (42.19 FEET)
 CH0166'FROM STATION S 89 DEG 33 MIN E. REFERENCE MARK NO.
 CH0166'2, A STANDARD BRONZE REFERENCE DISK, IS 13.430
 CH0166'METERS (44.06 FEET) FROM STATION S 31 DEG 47 MIN W.
 CH0166'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 CH0166'IS ON SOUTH SIDE OF ROAD LEADING TO STATION AND 0.3
 CH0166'MILE FROM STATION S 59 DEG 37 MIN E.
 CH0166
 CH0166                          STATION RECOVERY (1958)
 CH0166
 CH0166'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CH0166'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CH0166'RECOVERED AS DESCRIBED.
 CH0166'
 CH0166'THE STATION IS LOCATED ON A LOW FLAT RIDGE JUST W OF STONE
 CH0166'TANK.  209 FEET W OF THE SW CORNER OF STONE TANK.  215 FEET
 CH0166'NW OF LONE BUSH.  209 FEET SW OF THE NORTH TIP OF LONG CONCRETE
 CH0166'TANK.  239 FEET ESE OF LONE BUSH.  456 FEET WSW OF THE NW
 CH0166'CORNER OF CORRAL.
 CH0166
 CH0166                          STATION RECOVERY (1967)
 CH0166
 CH0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 CH0166'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 CH0166'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 CH0166'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 CH0166'
 CH0166'TO REACH THE STATION FROM THE SANTA CRUZ MISSION AT THE VILLAGE
 CH0166'OF KOM VO, GO SOUTH-SOUTHWEST ON THE MAIN GRADED ROAD FOR
 CH0166'0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHERLY ON
 CH0166'THE MAIN GRADED ROAD FOR 3.8 MILE TO A RANCH HOUSE ON THE LEFT,
 CH0166'THENCE RIGHT AND GO WESTERLY ON THE MAIN GRADED ROAD FOR 1.75
 CH0166'MILES TO A 50 FOOT STEEL TOWER AND THE STATION ABOUT 60 YARDS
 CH0166'WEST OF THE STEEL TOWER.
 CH0166'
 CH0166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--40.0 MILES
 CH0166'SOUTHEAST OF AJO, 22.0 MILES EAST OF STATE HIGHWAY 85, 20.0
 CH0166'MILES SOUTH OF STATE HIGHWAY 86 AND 4.0 MILES SOUTH OF THE
 CH0166'VILLAGE OF KOM VO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2181 ***********************************************************************
 DV2181  DESIGNATION -  STOP
 DV2181  PID         -  DV2181
 DV2181  STATE/COUNTY-  AZ/MARICOPA
 DV2181  USGS QUAD   -  WICKENBURG SW (1965)
 DV2181
 DV2181                         *CURRENT SURVEY CONTROL
 DV2181  ___________________________________________________________________
 DV2181* NAD 83(1992)-  33 51 52.86339(N)    112 37 45.64151(W)     ADJUSTED  
 DV2181* NAVD 88     -       610.4    (meters)    2003.     (feet)  VERTCON   
 DV2181  ___________________________________________________________________
 DV2181  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 DV2181  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV2181  HORZ ORDER  -  SECOND
 DV2181
 DV2181.The horizontal coordinates were established by classical geodetic methods
 DV2181.and adjusted by the National Geodetic Survey in August 1993.
 DV2181
 DV2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2181
 DV2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2181
 DV2181.The geoid height was determined by GEOID03.
 DV2181
 DV2181;                    North         East     Units Scale Factor Converg.
 DV2181;SPC AZ C     -   317,874.498   147,421.106   MT  0.99995358   -0 23 49.7
 DV2181;SPC AZ C     - 1,042,895.33    483,665.05   iFT  0.99995358   -0 23 49.7
 DV2181;UTM  12      - 3,748,346.913   349,287.606   MT  0.99988002   -0 54 29.1
 DV2181
 DV2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2181!SPC AZ C     -   0.99990884  x   0.99995358  =   0.99986242
 DV2181!UTM  12      -   0.99990884  x   0.99988002  =   0.99978887
 DV2181
 DV2181|---------------------------------------------------------------------|
 DV2181| PID    Reference Object                     Distance      Geod. Az  |
 DV2181|                                                           dddmmss.s |
 DV2181| CH5507 STOP RM 1                            21.154 METERS 09623     |
 DV2181| CH5508 STOP RM 2                            10.277 METERS 26958     |
 DV2181| DV2189 HANK                                APPROX. 4.2 KM 3121541.5 |
 DV2181|---------------------------------------------------------------------|
 DV2181
 DV2181                          SUPERSEDED SURVEY CONTROL
 DV2181
 DV2181  NAD 83(1986)-  33 51 52.86062(N)    112 37 45.64525(W) AD(       ) 2
 DV2181  NAD 27      -  33 51 52.73683(N)    112 37 43.00666(W) AD(       ) 2
 DV2181  NGVD 29 (07/19/86)  609.8    (m)         2001.     (f) VERT ANG    3  
 DV2181
 DV2181.Superseded values are not recommended for survey control.
 DV2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2181.See file dsdata.txt to determine how the superseded data were derived.
 DV2181
 DV2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4928848347(NAD 83)
 DV2181_MARKER: DD = SURVEY DISK
 DV2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2181_STAMPING: STOP 1976
 DV2181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2181+STABILITY: SURFACE MOTION
 DV2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2181+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV2181
 DV2181  HISTORY     - Date     Condition        Report By
 DV2181  HISTORY     - 1976     MONUMENTED       AZDT
 DV2181  HISTORY     - 19910816 GOOD             MCDOT
 DV2181  HISTORY     - 19990109 GOOD             USPSQD
 DV2181  HISTORY     - 20000109 GOOD             USPSQD
 DV2181  HISTORY     - 20071005 GOOD             GEOCAC
 DV2181  HISTORY     - 20080427 GOOD             GEOCAC
 DV2181
 DV2181                          STATION DESCRIPTION
 DV2181
 DV2181'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2181'THE STATION IS ABOUT 1 MILE NORTHWEST OF MORRISTOWN IN THE SOUTH
 DV2181'R/W OF STATE HWY. 74.
 DV2181'
 DV2181'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED STOP 1976 AND
 DV2181'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 3 INCHES,
 DV2181'LOCATED ON TOP OF A 12 FOOT CUTBANK AND 4 FEET INSIDE THE R/W
 DV2181'FENCE, MARKED WITH WITNESS POST AND SIGN.
 DV2181'
 DV2181'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED STOP RM 1
 DV2181'1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 4 FEET
 DV2181'NORTH OF SOUTH R/W FENCE LINE.
 DV2181'
 DV2181'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED STOP RM 2
 DV2181'1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT 4 FEET
 DV2181'NORTH OF SOUTH R/W FENCE LINE.
 DV2181'
 DV2181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND STATE
 DV2181'HWY. 74 (0.80 MILE WEST OF MORRISTOWN), GO EAST ON HWY. 74 FOR 0.25
 DV2181'MILE AND THE STATION ON THE RIGHT ON TOP OF A 12 FOOT CUTBANK
 DV2181'INSIDE THE R/W FENCELINE.
 DV2181'
 DV2181'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2181
 DV2181                          STATION RECOVERY (1991)
 DV2181
 DV2181'RECOVERY NOTE BY MARICOPA CO DOT 1991
 DV2181'RECOVERED AS DESCRIBED.  RM1 AND RM2 WERE FOUND IN GOOD CONDITION.
 DV2181
 DV2181                          STATION RECOVERY (1999)
 DV2181
 DV2181'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2181'RECOVERED IN GOOD CONDITION.
 DV2181
 DV2181                          STATION RECOVERY (2000)
 DV2181
 DV2181'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2181'RECOVERED IN GOOD CONDITION.
 DV2181
 DV2181                          STATION RECOVERY (2007)
 DV2181
 DV2181'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2181'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2181'CONDITION AS DESCRIBED.
 DV2181
 DV2181                          STATION RECOVERY (2008)
 DV2181
 DV2181'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2181'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1108 ***********************************************************************
 ET1108  DESIGNATION -  STOUT
 ET1108  PID         -  ET1108
 ET1108  STATE/COUNTY-  AZ/MOHAVE
 ET1108  USGS QUAD   -  BEECHER CANYON (1967)
 ET1108
 ET1108                         *CURRENT SURVEY CONTROL
 ET1108  ___________________________________________________________________
 ET1108* NAD 83(1992)-  34 39 35.39676(N)    113 52 18.09059(W)     ADJUSTED  
 ET1108* NAVD 88     -      1074.0    (meters)    3524.     (feet)  VERTCON   
 ET1108  ___________________________________________________________________
 ET1108  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 ET1108  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 ET1108  HORZ ORDER  -  FIRST
 ET1108
 ET1108.The horizontal coordinates were established by classical geodetic methods
 ET1108.and adjusted by the National Geodetic Survey in August 1993.
 ET1108
 ET1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1108
 ET1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1108
 ET1108.The geoid height was determined by GEOID03.
 ET1108
 ET1108;                    North         East     Units Scale Factor Converg.
 ET1108;SPC AZ W     -   405,860.928   202,205.939   MT  0.99993487   -0 04 09.1
 ET1108;SPC AZ W     - 1,331,564.72    663,405.31   iFT  0.99993487   -0 04 09.1
 ET1108;UTM  12      - 3,839,073.291   236,834.314   MT  1.00045371   -1 38 02.7
 ET1108
 ET1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1108!SPC AZ W     -   0.99983605  x   0.99993487  =   0.99977093
 ET1108!UTM  12      -   0.99983605  x   1.00045371  =   1.00028969
 ET1108
 ET1108|---------------------------------------------------------------------|
 ET1108| PID    Reference Object                     Distance      Geod. Az  |
 ET1108|                                                           dddmmss.s |
 ET1108| CH3430 STOUT RM 1                            6.591 METERS 07851     |
 ET1108| CH3431 STOUT RM 2                            6.033 METERS 27127     |
 ET1108| CH3429 STOUT AZ MK                                        2914201.1 |
 ET1108|---------------------------------------------------------------------|
 ET1108
 ET1108                          SUPERSEDED SURVEY CONTROL
 ET1108
 ET1108  NAD 83(1986)-  34 39 35.39752(N)    113 52 18.09975(W) AD(       ) 1
 ET1108  NAD 27      -  34 39 35.35800(N)    113 52 15.30900(W) AD(       ) 1
 ET1108  NGVD 29 (07/19/86) 1073.2    (m)         3521.     (f) VERT ANG    3  
 ET1108
 ET1108.Superseded values are not recommended for survey control.
 ET1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1108.See file dsdata.txt to determine how the superseded data were derived.
 ET1108
 ET1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD3683439073(NAD 83)
 ET1108_MARKER: DS = TRIANGULATION STATION DISK
 ET1108_SETTING: 80 = SET IN A BOULDER
 ET1108_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET1108
 ET1108  HISTORY     - Date     Condition        Report By
 ET1108  HISTORY     - 1945     MONUMENTED       CGS
 ET1108  HISTORY     - 1948     GOOD             CGS
 ET1108
 ET1108                          STATION DESCRIPTION
 ET1108
 ET1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 ET1108'STATION IS ABOUT 20 MILES SE OF YUCCA AND 5 MILES S AND E
 ET1108'OF THE NEAL RANCH.  IT IS ABOUT 1/2 MILE E OF THE YUCCA-SIGNAL
 ET1108'ROAD, ON A ROCKY GRANITE BUTTE WELL COVERED WITH SMALL BOULDERS.
 ET1108'
 ET1108'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 ET1108'ABOUT 1 FOOT ABOVE THE SURFACE AND IS STAMPED STOUT 1945.
 ET1108'IT IS NOT ON THE HIGHEST POINT BUT IS 20 FEET NNW OF A BOULDER
 ET1108'SET ON END AND IS ABOUT 4 FEET HIGH.  THIS BOULDER IS THE
 ET1108'HIGHEST POINT ON THE BUTTE.
 ET1108'
 ET1108'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1108'ABOUT LEVEL WITH THE SURFACE AND IS STAMPED STOUT NO 1 1945.
 ET1108'IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK.
 ET1108'
 ET1108'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1108'PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND IS STAMPED
 ET1108'STOUT NO 2 1945.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION
 ET1108'THAN STATION MARK.
 ET1108'
 ET1108'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER ABOUT
 ET1108'10 FEET HIGH AND IS STAMPED STOUT 1945.  IT IS 24 FEET WNW
 ET1108'OF A WITNESS POST.
 ET1108'
 ET1108'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO SE ON
 ET1108'THE SIGNAL ROAD FOR 2.6 MILES TO A FORK LEADING LEFT OFF THE
 ET1108'MAIN ROAD, KEEP RIGHT ON MAIN ROAD AND CONTINUE FOR 9.5 MILES
 ET1108'TO ANOTHER FORK LEADING LEFT OFF THE MAIN ROAD, AGAIN KEEP
 ET1108'ON THE MAIN ROAD AND CONTINUE FOR 9.6 MILES TO A FORK.*
 ET1108'THE LEFT FORK LEADS TO ALAMO AND SIGNAL AND THE RIGHT FORK IS
 ET1108'CALLED THE PLANET ROAD.  TAKE LEFT ROAD AND GO 0.6 MILE,
 ET1108'TURN LEFT CROSS COUNTRY TOWARD ROCKY BUTTE AND DRIVE 0.3
 ET1108'MILE TO ITS BASE AND THE END OF TRUCK TRAVEL.  PACK DIRECTLY
 ET1108'UP THE ROCKY SIDE TO THE TOP AND THE STATION.
 ET1108'
 ET1108'*TO REACH AZIMUTH MARK FROM THIS POINT, GO LEFT CROSS COUNTRY
 ET1108'FOR 0.1 MILE TO FIRST HILL.  AT THE BASE OF THE HILL ARE
 ET1108'TWO LARGE BOULDERS, THE MARK BEING IN THE BOULDER CLOSER TO
 ET1108'THE HILL, THE OTHER BOULDER BEING 20 FEET W OF THE MARK.  BOTH
 ET1108'BOULDERS ARE VERY PROMINENT.
 ET1108
 ET1108                          STATION RECOVERY (1948)
 ET1108
 ET1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 ET1108'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 ET1108'CONDITION AS DESCRIBED.
 ET1108'
 ET1108'THE STATION IS ABOUT 20 MILES SOUTHEAST OF YUCCA, 5 MILES
 ET1108'SOUTHEAST OF THE NEAL RANCH, AND ABOUT 1/2 MILE EAST OF
 ET1108'THE SIGNAL- YUCCA ROAD, ON A ROCKY GRANITE BUTTE COVERED
 ET1108'WITH LARGE BOULDERS.
 ET1108'
 ET1108'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN YUCCA
 ET1108'GO SOUTHEASTERLY ON THE YUCCA- SIGNAL ROAD FOR 0.2 MILE TO
 ET1108'A FORK.  KEEP LEFT FORK TOWARDS SIGNAL FOR 2.5 MILES TO A FORK.
 ET1108'TAKE RIGHT FORK AND CONTINUE ON THE SIGNAL ROAD FOR 9.5 MILES
 ET1108'TO A FORK.  KEEP RIGHT FORK ON THE SIGNAL ROAD FOR 9.6 MILES
 ET1108'TO A FORK AND SIGN ON THE RIGHT (PLANET ROAD 31).  (AZIMUTH
 ET1108'MARK IS 0.1 MILE NORTHEAST OF THIS FORK IN A LARGE BOULDER AT
 ET1108'FOOT OF ROCKY HILL).  CONTINUE ON THE SIGNAL ROAD FOR 0.6
 ET1108'MILE OPPOSITE A ROCKY HILL ON THE LEFT.  TURN LEFT OFF THE
 ET1108'ROAD AND CONTINUE CROSS COUNTRY FOR 0.3 MILE TO THE BASE OF
 ET1108'THE ROCKY BUTTE AND END OF TRUCK TRAVEL.  FROM THE BASE OF
 ET1108'THE BUTTE PACK UP ITS STEEP SIDE TO THE TOP AND STATION.
 ET1108'ABOUT 1/2 HOUR PACK.
 ET1108'
 ET1108'THE STATION MARK IS A STANDARD BRONZE DISK SET IN A BOULDER
 ET1108'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND SURFACE AND IS ABOUT
 ET1108'20 FEET NORTH NORTHWEST OF THE HIGHEST POINT OF THE HILL WHICH
 ET1108'IS A LARGE BOULDER ON END.  IT IS STAMPED STOUT 1945.
 ET1108'
 ET1108'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1108'IN OUTCROP PROJECTING ABOUT 2 INCHES, AND IS ABOUT 2 FEET
 ET1108'LOWER THAN THE STATION.  IT IS STAMPED STOUT NO 1 1945.
 ET1108'
 ET1108'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 ET1108'IN A BOULDER PROJECTING ABOUT 2 FEET, AND IS ABOUT 1-1/2
 ET1108'FEET LOWER THAN THE STATION.  IT IS STAMPED STOUT NO 2 1945.
 ET1108'
 ET1108'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A LARGE BOULDER
 ET1108'PROJECTING ABOUT 10 FEET AT THE BASE OF A ROCKY BUTTE ABOUT
 ET1108'3/4 MILE WEST NORTHWEST OF THE STATION.  IT IS STAMPED STOUT
 ET1108'1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1087 ***********************************************************************
 DA1087  DESIGNATION -  STOVAL
 DA1087  PID         -  DA1087
 DA1087  STATE/COUNTY-  AZ/YUMA
 DA1087  USGS QUAD   -  TEXAS HILL (1982)
 DA1087
 DA1087                         *CURRENT SURVEY CONTROL
 DA1087  ___________________________________________________________________
 DA1087* NAD 83(1992)-  32 45 29.68674(N)    113 38 24.95283(W)     ADJUSTED  
 DA1087* NAVD 88     -       118.273  (meters)     388.03   (feet)  ADJUSTED  
 DA1087  ___________________________________________________________________
 DA1087  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DA1087  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1087  DYNAMIC HT  -         118.137 (meters)     387.59  (feet)  COMP
 DA1087  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 DA1087
 DA1087  HORZ ORDER  -  FIRST
 DA1087  VERT ORDER  -  FIRST     CLASS II
 DA1087
 DA1087.The horizontal coordinates were established by classical geodetic methods
 DA1087.and adjusted by the National Geodetic Survey in August 1993.
 DA1087
 DA1087.The orthometric height was determined by differential leveling
 DA1087.and adjusted in June 1991.
 DA1087
 DA1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1087
 DA1087.The geoid height was determined by GEOID03.
 DA1087
 DA1087.The dynamic height is computed by dividing the NAVD 88
 DA1087.geopotential number by the normal gravity value computed on the
 DA1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1087.degrees latitude (g = 980.6199 gals.).
 DA1087
 DA1087.The modeled gravity was interpolated from observed gravity values.
 DA1087
 DA1087;                    North         East     Units Scale Factor Converg.
 DA1087;SPC AZ W     -   194,955.008   223,642.312   MT  0.99993464   +0 03 33.8
 DA1087;SPC AZ W     -   639,616.17    733,734.62   iFT  0.99993464   +0 03 33.8
 DA1087;UTM  12      - 3,627,571.713   252,650.478   MT  1.00035447   -1 25 45.7
 DA1087
 DA1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1087!SPC AZ W     -   0.99998653  x   0.99993464  =   0.99992117
 DA1087!UTM  12      -   0.99998653  x   1.00035447  =   1.00034100
 DA1087
 DA1087:                Primary Azimuth Mark                     Grid Az
 DA1087:SPC AZ W     -  STOVAL OFFSET                            007 36 15.4
 DA1087:UTM  12      -  STOVAL OFFSET                            009 05 34.9
 DA1087
 DA1087|---------------------------------------------------------------------|
 DA1087| PID    Reference Object                     Distance      Geod. Az  |
 DA1087|                                                           dddmmss.s |
 DA1087| DA1422 STOVAL OFFSET                       APPROX. 0.6 KM 0073949.2 |
 DA1087| DA1242 STOVAL RM 3 AZIMUTH                                05914     |
 DA1087| DA1155 STOVAL RM 4 AZIMUTH                                0651714.9 |
 DA1087| DA1186 STOVAL RM 5                          59.494 METERS 13010     |
 DA1087| DA1088 STOVAL RM 1                          20.069 METERS 25107     |
 DA1087| DA1089 STOVAL RM 2                          14.850 METERS 34041     |
 DA1087|---------------------------------------------------------------------|
 DA1087
 DA1087                          SUPERSEDED SURVEY CONTROL
 DA1087
 DA1087  NAD 83(1986)-  32 45 29.68155(N)    113 38 24.95934(W) AD(       ) 1
 DA1087  NAD 27      -  32 45 29.50900(N)    113 38 22.25000(W) AD(       ) 1
 DA1087  NGVD 29 (??/??/92)  117.654  (m)          386.00   (f) ADJ UNCH    1 2
 DA1087
 DA1087.Superseded values are not recommended for survey control.
 DA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1087.See file dsdata.txt to determine how the superseded data were derived.
 DA1087
 DA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5265027572(NAD 83)
 DA1087_MARKER: DS = TRIANGULATION STATION DISK
 DA1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1087_STAMPING: STOVAL 1934
 DA1087_MARK LOGO: CGS   
 DA1087_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1087+STABILITY: SURFACE MOTION
 DA1087
 DA1087  HISTORY     - Date     Condition        Report By
 DA1087  HISTORY     - 1934     MONUMENTED       CGS
 DA1087  HISTORY     - 1952     GOOD             CGS
 DA1087  HISTORY     - 1960     GOOD             CGS
 DA1087  HISTORY     - 1962     GOOD             AMS
 DA1087  HISTORY     - 1967     GOOD             AMS
 DA1087  HISTORY     - 1971     GOOD             NGS
 DA1087  HISTORY     - 1971     GOOD             NGS
 DA1087  HISTORY     - 1981     GOOD             NGS
 DA1087  HISTORY     - 1981     GOOD             NGS
 DA1087  HISTORY     - 1981     GOOD             NGS
 DA1087
 DA1087                          STATION DESCRIPTION
 DA1087
 DA1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1087'STATION IS LOCATED 0.3 MILE W OF THE SOUTHERN PACIFIC RAILROAD
 DA1087'STATION OF STOVAL, WHICH IS 11 MILES W OF AZTEC AND 7.0 MILES
 DA1087'E OF MOHAWK ON U.S. HIGHWAY 80.  STATION IS 131 FEET S OF THE
 DA1087'HIGHWAY AND 47 FEET N OF THE SOUTHERN PACIFIC RAILROAD TRACKS
 DA1087'IN THE TELEGRAPH POLE LINE.
 DA1087'
 DA1087'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DA1087'DISKS SET IN CONCRETE.
 DA1087'
 DA1087'AZIMUTH MARK IS REFERENCE MARK NO. 3, ON THE N SIDE OF THE
 DA1087'HIGHWAY, 0.3 MILE E OF THE STATION, AND OPPOSITE THE RAILROAD
 DA1087'STATION.
 DA1087'
 DA1087'REACHED FROM STOVAL BY GOING W ON U.S. HIGHWAY 80 FOR 0.3 MILE.
 DA1087'TURN RIGHT OFF HIGHWAY JUST AFTER CROSSING A WASH AND GO TO A
 DA1087'POINT 15.0 FEET E OF THE FIRST TELEGRAPH POLE W OF MILEPOST
 DA1087'800 AND STATION.
 DA1087
 DA1087                          STATION RECOVERY (1952)
 DA1087
 DA1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1087'STATION IS LOCATED, 7.1 MILES NORTHEAST ALONG THE SOUTHERN
 DA1087'PACIFIC COMPANY RAILROAD FROM THE STATION AT MOHAWK, 0.2 MILE
 DA1087'SOUTHWEST OF THE SECTION HOUSE AT STOVAL, 1 POLE SOUTHWEST OF
 DA1087'RAILROAD MILEPOST 800, A STANDARD TRIANGULATION STATION DISK
 DA1087'STAMPED STOVAL 1934 SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA1087'0.5 FOOT ABOVE THE GROUND, 130.5 FEET SOUTHEAST OF THE CENTER
 DA1087'LINE OF THE HIGHWAY, 65.8 FEET NORTHEAST OF R.M. NO. 1, 48.5
 DA1087'FEET SOUTHEAST OF R.M. NO. 2, 44.5 FEET NORTHWEST OF THE NORTH
 DA1087'RAIL, 1-1/2 FEET LOWER THAN THE TRACK.  REFERENCE MARK NO. 1,
 DA1087'A STANDARD REFERENCE MARK DISK STAMPED STOVAL R.M. NO. 1
 DA1087'1934 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DA1087'ABOVE THE GROUND, 1-1/2 POLES SOUTHWEST OF MILEPOST 800,
 DA1087'121 FEET SOUTHEAST OF THE CENTER LINE OF THE U.S. HIGHWAY
 DA1087'80, 80.8 FEET SOUTH OF R.M. NO. 2, 65.8 FEET SOUTHWEST OF THE
 DA1087'STATION, 51 FEET NORTHWEST OF THE NORTH RAIL, 1-1/2 FEET LOWER
 DA1087'THAN THE TRACK.  REFERENCE MARK NO. 2, A STANDARD REFERENCE
 DA1087'MARK DISK STAMPED STOVAL R.M. NO. 2 1934 SET IN THE TOP OF
 DA1087'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, 1 POLE WEST
 DA1087'OF RAILROAD MILEPOST 800, 93 FEET NORTHWEST OF THE NORTH
 DA1087'RAIL, 82 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 DA1087'80, 80.8 FEET NORTH OF R.M. NO. 1, 48.5 FEET NORTHWEST OF THE
 DA1087'STATION, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 DA1087'REFERENCE MARK NO. 3, A THOROUGH SEARCH WAS MADE FOR THIS
 DA1087'MARK, BUT WAS RECOVERED AT THIS DATE.
 DA1087
 DA1087                          STATION RECOVERY (1960)
 DA1087
 DA1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1087'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DA1087'AND THE DISTANCES AND DIRECTIONS WERE VERIFIED.  THE AZIMUTH,
 DA1087'REFERENCE MARK 3, HAS BEEN DESTROYED AND A NEW AZIMUTH MARK
 DA1087'ESTABLISHED AT 1.1 MILES EAST OF THE STATION, 2-1/2 POLES
 DA1087'EAST OF RAILROAD MILEPOST 801, 86 FEET NORTH OF THE CENTER
 DA1087'LINE OF THE SOUTHERN PACIFIC RAILROAD, 48 FEET SOUTH OF THE
 DA1087'CENTER LINE OF U.S. HIGHWAY 80 AND 2 FEET EAST OF A METAL
 DA1087'WITNESS POST WITH SIGN ATTACHED.  IT IS A STANDARD REFERENCE
 DA1087'MARK DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES
 DA1087'AND IS STAMPED STOVAL NO 4 1934.
 DA1087'
 DA1087'THE STOVAL RAILROAD STATION IS NO LONGER IN EVIDENCE THEREFORE
 DA1087'GO WEST ALONG U.S. HIGHWAY 80 FROM THE DATELAND POST OFFICE FOR
 DA1087'5.5 MILES TO THE AZIMUTH ON THE LEFT, CONTINUE 1.1 MILES TO
 DA1087'THE STATION ON THE LEFT, 107 FEET SOUTH OF THE CENTER LINE OF
 DA1087'U.S. HIGHWAY 80, 47.5 FEET NORTH OF THE CENTER LINE OF THE
 DA1087'SOUTHERN PACIFIC RAILROAD AND 3.5 FEET SOUTH OF A METAL WITNESS
 DA1087'POST WITH SIGN ATTACHED.
 DA1087'
 DA1087'REFERENCE MARK NUMBERED 4, IS THE SAME DISK AND POST AS WAS
 DA1087'REFERENCE MARK NO. 3 (1934) FOUND REMOVED FROM THE GROUND.  IT
 DA1087'WAS RESET AT THIS NEW LOCATION AND ITS DESIGNATION CHANGED.
 DA1087
 DA1087                          STATION RECOVERY (1962)
 DA1087
 DA1087'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1087'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DA1087'AS DESCRIBED.
 DA1087
 DA1087                          STATION RECOVERY (1967)
 DA1087
 DA1087'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1087'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND R.M. NO. 4 (ALSO
 DA1087'AZIMUTH MARK) WERE RECOVERED AS DESCRIBED.
 DA1087'
 DA1087'R.M. NO. 3 WAS NOT RECOVERED AFTER A THOROUGH SEARCH.
 DA1087'
 DA1087'TO REACH DESCRIPTION TO STATION IS ADEQUATE.
 DA1087'
 DA1087'NOTE--A DIFFERENCE OF 25 MINUTES WAS OBSERVED IN THE DIRECTION TO
 DA1087'R.M. NO. 2.
 DA1087
 DA1087                          STATION RECOVERY (1971)
 DA1087
 DA1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1087'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 DA1087'(REFERENCE MARK 4) WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 DA1087'AND DIRECTION TO REFERENCE MARK 1 COMPARED WITH 1960 OBSERVATIONS.
 DA1087'A DIFFERENCE OF 0.008 METERS SHORTER IN DISTANCE AND 24 MINUTES
 DA1087'AND 47 SECONDS IN DIRECTION WAS NOTED AND VERIFIED TO REFERENCE
 DA1087'MARK 2 ON THIS OCCUPATION.  THERE WAS NO EVIDENCE THAT REFERENCE
 DA1087'MARK 2 HAS BEEN DISTURBED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DA1087'
 DA1087'THE STATION IS ABOUT 6.5 MILES WEST-SOUTHWEST OF DATELAND, 56 FEET
 DA1087'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 8, AND
 DA1087'ON SOUTHERN PACIFIC RAILROAD COMPANY PROPERTY BETWEEN THE RAILROAD
 DA1087'TRACK AND THE INTERSTATE HIGHWAY.
 DA1087'
 DA1087'THE STATION CAN BE REACHED FROM THE POST OFFICE AT DATELAND BY GOING
 DA1087'SOUTH ON PAVED ROAD FOR 0.2 MILE TO A T-INTERSECTION.  TURN RIGHT
 DA1087'AND GO WEST ON PAVED ROAD FOR 4.7 MILES TO THE END OF THE PAVEMENT.
 DA1087'CONTINUE WEST ON DIRT ROAD ALONG NORTH SIDE OF RAILROAD TRACK FOR
 DA1087'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE SOUTH RIGHT-OF-WAY
 DA1087'FENCE OF INTERSTATE HIGHWAY 8.  CONTINUE WEST ON DIRT ROAD FOR
 DA1087'1.1 MILES TO THE STATION ON THE RIGHT ABOUT 100 FEET WEST OF
 DA1087'RAILROAD MILEPOST 800.
 DA1087'
 DA1087'THE STATION MARK IS A STANDARD DISK STAMPED STOVAL 1934, SET IN THE
 DA1087'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 DA1087'THE GROUND.  IT IS 56 FEET SOUTH OF THE RIGHT-OF-WAY FENCE OF THE
 DA1087'INTERSTATE HIGHWAY, 45 FEET NORTH OF THE NORTH RAIL OF THE
 DA1087'RAILROAD TRACK, AND 6.3 FEET SOUTHWEST OF A METAL WITNESS POST
 DA1087'WITH SIGN ATTACHED.
 DA1087'
 DA1087'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STOVAL NO 1 1934, SET IN
 DA1087'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 DA1087'ABOVE THE GROUND.  IT IS 69 FEET WEST OF THE METAL WITNESS POST, 51
 DA1087'FEET NORTH OF THE NORTH RAIL, AND 50 FEET SOUTH OF THE
 DA1087'RIGHT-OF-WAY FENCE.
 DA1087'
 DA1087'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STOVAL NO 2 1934, SET
 DA1087'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 INCH
 DA1087'ABOVE THE GROUND.  IT IS 43 FEET NORTH OF THE METAL WITNESS POST
 DA1087'AND 7.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 DA1087'
 DA1087'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED STOVAL
 DA1087'NO 4 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DA1087'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 84 FEET NORTH OF THE
 DA1087'NORTH RAIL OF THE RAILROAD TRACK, 51 FEET SOUTH OF THE CENTER OF
 DA1087'THE EAST BOUND LANE OF INTERSTATE HIGHWAY 8, 1.9 FEET SOUTHEAST OF
 DA1087'A METAL WITNESS POST WITH SIGN ATTACHED, AND 1 FOOT NORTH OF
 DA1087'THE SOUTH RIGHT-OF-WAY FENCE OF THE INTERSTATE HIGHWAY.
 DA1087'
 DA1087'DUE TO THE STATION MARK BEING UNDER A TELEPHONE LINE AND DIFFICULTY
 DA1087'IN OBTAINING PERMISSION TO ERECT A STEEL TOWER ON THE RAILROAD
 DA1087'RIGHT-OF-WAY, STOVAL RM 5 WAS ESTABLISHED AND OCCUPIED AT THIS
 DA1087'TIME.
 DA1087'
 DA1087'THE GEODIMETER DISTANCES ARE REDUCED TO SEA LEVEL.
 DA1087'
 DA1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 DA1087'WEST-SOUTHWEST OF DATELAND.
 DA1087
 DA1087                          STATION RECOVERY (1971)
 DA1087
 DA1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA1087'6.5 MI WSW FROM DATELAND.
 DA1087'0.2 MILE SOUTH ON PAVED ROAD TO A T-INTERSECTION FROM POST OFFICE AT
 DA1087'DATELAND, THENCE WEST ON PAVED ROAD FOR 4.7 MILES TO END OF PAVEMENT,
 DA1087'THENCE WEST ON DIRT ROAD ALONG NORTH SIDE OF RAILROAD TRACK FOR 1.8
 DA1087'MILES TO STATION ON THE RIGHT, ABOUT 100 FEET WEST OF RAILROAD
 DA1087'MILEPOST 800, 65.85 FEET EAST-NORTHEAST OF R.M. 1, 56 FEET SOUTH OF
 DA1087'THE RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 8, 48.72 FEET
 DA1087'SOUTH-SOUTHEAST OF R.M. 2, 45 FEET NORTH OF THE NORTH RAIL OF THE
 DA1087'RAILROAD TRACK, 6.3 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 DA1087'ATTACHED, SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 DA1087'4 INCHES.
 DA1087
 DA1087                          STATION RECOVERY (1981)
 DA1087
 DA1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1087'19.8 KM (12.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1087'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 800, 13.4 M (44.0 FT)
 DA1087'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 11.3 M (37.0 FT)
 DA1087'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 52.0 M (171 FT)
 DA1087'SOUTHWEST OF THE MILEPOLE, 76.0 M (250 FT) NORTHEAST OF THE CENTERLINE
 DA1087'OF A PAVED ROAD LEADING SOUTHACROSS THE TRACKS, 20.1 M (65.8 FT)
 DA1087'NORTHEAST OF STOVAL RM 1.
 DA1087'THE MARK IS 2.1 METERS  SW FROM A WITNESS POST.
 DA1087'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1087
 DA1087                          STATION RECOVERY (1981)
 DA1087
 DA1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1087'19.8 KM (12.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1087'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 800, 13.4 M (44.0 FT)
 DA1087'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 11.3 M (37.0 FT)
 DA1087'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 52.0 M (171 FT)
 DA1087'SOUTHWEST OF THE MILEPOLE, 76.0 M (250 FT) NORTHEAST OF THE CENTERLINE
 DA1087'OF A PAVED ROAD LEADING SOUTHACROSS THE TRACKS, 20.1 M (65.8 FT)
 DA1087'NORTHEAST OF STOVAL RM 1.
 DA1087'THE MARK IS 2.1 METERS  SW FROM A WITNESS POST.
 DA1087'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1087
 DA1087                          STATION RECOVERY (1981)
 DA1087
 DA1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1422 ***********************************************************************
 DA1422  DESIGNATION -  STOVAL OFFSET
 DA1422  PID         -  DA1422
 DA1422  STATE/COUNTY-  AZ/YUMA
 DA1422  USGS QUAD   -  TEXAS HILL (1982)
 DA1422
 DA1422                         *CURRENT SURVEY CONTROL
 DA1422  ___________________________________________________________________
 DA1422* NAD 83(1992)-  32 45 47.71769(N)    113 38 22.08127(W)     ADJUSTED  
 DA1422* NAVD 88     -       118.89   (+/-2cm)     390.1    (feet)  VERTCON   
 DA1422  ___________________________________________________________________
 DA1422  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DA1422  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1422  HORZ ORDER  -  FIRST
 DA1422  VERT ORDER  -  THIRD ? (See Below)
 DA1422
 DA1422.The horizontal coordinates were established by classical geodetic methods
 DA1422.and adjusted by the National Geodetic Survey in August 1993.
 DA1422
 DA1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1422.The vertical order pertains to the NGVD 29 superseded value.
 DA1422
 DA1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1422
 DA1422.The geoid height was determined by GEOID03.
 DA1422
 DA1422;                    North         East     Units Scale Factor Converg.
 DA1422;SPC AZ W     -   195,510.504   223,716.473   MT  0.99993466   +0 03 35.3
 DA1422;SPC AZ W     -   641,438.66    733,977.93   iFT  0.99993466   +0 03 35.3
 DA1422;UTM  12      - 3,628,125.326   252,739.084   MT  1.00035393   -1 25 44.8
 DA1422
 DA1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1422!SPC AZ W     -   0.99998643  x   0.99993466  =   0.99992110
 DA1422!UTM  12      -   0.99998643  x   1.00035393  =   1.00034036
 DA1422
 DA1422|---------------------------------------------------------------------|
 DA1422| PID    Reference Object                     Distance      Geod. Az  |
 DA1422|                                                           dddmmss.s |
 DA1422| CH3433 STOVAL OFFSET RM 2                   21.743 METERS 05808     |
 DA1422| DA1186 STOVAL RM 5                         APPROX. 0.6 KM 1824921.8 |
 DA1422| DA1087 STOVAL                              APPROX. 0.6 KM 1873950.8 |
 DA1422| CH3432 STOVAL OFFSET RM 1                   20.892 METERS 32101     |
 DA1422|---------------------------------------------------------------------|
 DA1422
 DA1422                          SUPERSEDED SURVEY CONTROL
 DA1422
 DA1422  NAD 83(1986)-  32 45 47.71248(N)    113 38 22.08776(W) AD(       ) 1
 DA1422  NAD 27      -  32 45 47.54029(N)    113 38 19.37838(W) AD(       ) 1
 DA1422  NGVD 29 (07/19/86)  118.28   (m)          388.1    (f) LEVELING    3  
 DA1422
 DA1422.Superseded values are not recommended for survey control.
 DA1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1422.See file dsdata.txt to determine how the superseded data were derived.
 DA1422
 DA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5273928125(NAD 83)
 DA1422_MARKER: DD = SURVEY DISK
 DA1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1422
 DA1422  HISTORY     - Date     Condition        Report By
 DA1422  HISTORY     - 1971     MONUMENTED       AMS
 DA1422
 DA1422                          STATION DESCRIPTION
 DA1422
 DA1422'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1971 (WMJ)
 DA1422'THE STATION IS ABOUT 6.75 MILES WEST-SOUTHWEST OF DATELAND, 0.25
 DA1422'MILE NORTH-NORTHWEST OF INTERSTATE HIGHWAY 8, AND IN FLAT OPEN
 DA1422'DESERT.
 DA1422'
 DA1422'TO REACH THE STATION FROM THE POST OFFICE AT DATELAND, GO NORTH ON
 DA1422'PAVED ROAD UNDER INTERSTATE HIGHWAY 8 FOR 0.2 MILE TO THE
 DA1422'FRONTAGE ROAD ALONG THE NORTH SIDE OF THE INTERSTATE HIGHWAY.  TURN
 DA1422'LEFT AND GO WEST ON THE FRONTAGE ROAD FOR 6.6 MILES TO A SIDE ROAD
 DA1422'RIGHT.  TURN RIGHT AND GO NORTH ON BLADED ROAD FOR 0.2 MILE TO
 DA1422'THE STATION ON THE RIGHT.
 DA1422'
 DA1422'THE STATION MARK IS A U.S. CORPS OF ENGINEERS DISK STAMPED STOVAL
 DA1422'OFFSET 1961, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 DA1422'POST PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 47 FEET EAST OF
 DA1422'THE CENTER OF THE BLADED ROAD.
 DA1422'
 DA1422'REFERENCE MARK 1 IS A U.S. CORPS OF ENGINEERS DISK STAMPED STOVAL
 DA1422'RM NO 1 1961, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 DA1422'POST PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 33 FEET EAST OF
 DA1422'THE CENTER OF THE BLADED ROAD.
 DA1422'
 DA1422'REFERENCE MARK 2 IS A U.S. CORPS OF ENGINEERS DISK STAMPED STOVAL
 DA1422'RM NO 2 1961, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 DA1422'POST PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 80 FEET EAST OF
 DA1422'THE CENTER OF THE BLADED ROAD.
 DA1422'
 DA1422'TRIANGULATION STATION STOVAL 1934 OR STOVAL RM 5 CAN BE USED AS THE
 DA1422'AZIMUTH MARK.
 DA1422'
 DA1422'THE GEODIMETER DISTANCES ABOVE ARE REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1088 ***********************************************************************
 DA1088  DESIGNATION -  STOVAL RM 1
 DA1088  PID         -  DA1088
 DA1088  STATE/COUNTY-  AZ/YUMA
 DA1088  USGS QUAD   -  TEXAS HILL (1982)
 DA1088
 DA1088                         *CURRENT SURVEY CONTROL
 DA1088  ___________________________________________________________________
 DA1088* NAD 83(1986)-  32 45 29.     (N)    113 38 25.     (W)     SCALED    
 DA1088* NAVD 88     -       118.179  (meters)     387.73   (feet)  ADJUSTED  
 DA1088  ___________________________________________________________________
 DA1088  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1088  DYNAMIC HT  -         118.043 (meters)     387.28  (feet)  COMP
 DA1088  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 DA1088
 DA1088  VERT ORDER  -  FIRST     CLASS II
 DA1088
 DA1088.The horizontal coordinates were scaled from a topographic map and have
 DA1088.an estimated accuracy of +/- 6 seconds.
 DA1088
 DA1088.The orthometric height was determined by differential leveling
 DA1088.and adjusted in June 1991.
 DA1088
 DA1088.The geoid height was determined by GEOID03.
 DA1088
 DA1088.The dynamic height is computed by dividing the NAVD 88
 DA1088.geopotential number by the normal gravity value computed on the
 DA1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1088.degrees latitude (g = 980.6199 gals.).
 DA1088
 DA1088.The modeled gravity was interpolated from observed gravity values.
 DA1088
 DA1088;                    North         East    Units  Estimated Accuracy
 DA1088;SPC AZ W     -   194,930.      223,640.      MT  (+/- 180 meters Scaled)
 DA1088
 DA1088                          SUPERSEDED SURVEY CONTROL
 DA1088
 DA1088  NGVD 29 (??/??/92)  117.564  (m)          385.71   (f) ADJ UNCH    1 2
 DA1088
 DA1088.Superseded values are not recommended for survey control.
 DA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1088.See file dsdata.txt to determine how the superseded data were derived.
 DA1088
 DA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB526275(NAD 83)
 DA1088_MARKER: DR = REFERENCE MARK DISK
 DA1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1088_STAMPING: STOVAL NO 1 1934
 DA1088_MARK LOGO: CGS   
 DA1088_PROJECTION: PROJECTING 10 CENTIMETERS
 DA1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1088+STABILITY: SURFACE MOTION
 DA1088
 DA1088  HISTORY     - Date     Condition        Report By
 DA1088  HISTORY     - 1934     MONUMENTED       CGS
 DA1088  HISTORY     - 1971     GOOD             NGS
 DA1088  HISTORY     - 1981     GOOD             NGS
 DA1088  HISTORY     - 1981     GOOD             NGS
 DA1088  HISTORY     - 1981     GOOD             NGS
 DA1088
 DA1088                          STATION DESCRIPTION
 DA1088
 DA1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA1088'6.5 MI WSW FROM DATELAND.
 DA1088'0.2 MILE SOUTH ON PAVED ROAD TO A T-INTERSECTION FROM POST OFFICE AT
 DA1088'DATELAND, THENCE WEST ON PAVED ROAD FOR 4.7 MILES TO END OF PAVEMENT,
 DA1088'THENCE WEST ON DIRT ROAD ALONG NORTH SIDE OF RAILROAD TRACK FOR 1.8
 DA1088'MILES TO MARK ON THE RIGHT, 69 FEET WEST OF A METAL WITNESS POST WITH
 DA1088'SIGN ATTACHED, 65.85 FEET WEST-SOUTHWEST OF THE STATION, 51 FEET NORTH
 DA1088'OF THE NORTH RAIL OF THE RAILROAD TRACK, 50 FEET SOUTH OF THE
 DA1088'RIGHT-OF-WAY FENCE, SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DA1088'PROJECTING 4 INCHES.
 DA1088
 DA1088                          STATION RECOVERY (1981)
 DA1088
 DA1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1088'19.8 KM (12.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1088'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 800, 13.4 M (44.0 FT)
 DA1088'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 10.7 M (35.0 FT)
 DA1088'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 72.0 M (236 FT)
 DA1088'SOUTHWEST OF THE MILEPOLE, 56.1 M (184.0 FT) NORTHEAST OF THE
 DA1088'CENTERLINE OF A PAVED ROAD LEADING SOUTH ACROSS THE TRACKS, 20.1 M
 DA1088'(65.8 FT) SOUTHWEST OF STATION STOVAL.
 DA1088'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1088
 DA1088                          STATION RECOVERY (1981)
 DA1088
 DA1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1088'19.8 KM (12.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1088'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 800, 13.4 M (44.0 FT)
 DA1088'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 10.7 M (35.0 FT)
 DA1088'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 72.0 M (236 FT)
 DA1088'SOUTHWEST OF THE MILEPOLE, 56.1 M (184.0 FT) NORTHEAST OF THE
 DA1088'CENTERLINE OF A PAVED ROAD LEADING SOUTH ACROSS THE TRACKS, 20.1 M
 DA1088'(65.8 FT) SOUTHWEST OF STATION STOVAL.
 DA1088'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1088
 DA1088                          STATION RECOVERY (1981)
 DA1088
 DA1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1089 ***********************************************************************
 DA1089  DESIGNATION -  STOVAL RM 2
 DA1089  PID         -  DA1089
 DA1089  STATE/COUNTY-  AZ/YUMA
 DA1089  USGS QUAD   -  TEXAS HILL (1982)
 DA1089
 DA1089                         *CURRENT SURVEY CONTROL
 DA1089  ___________________________________________________________________
 DA1089* NAD 83(1986)-  32 45 29.     (N)    113 38 25.     (W)     SCALED    
 DA1089* NAVD 88     -       118.27   (+/-2cm)     388.0    (feet)  VERTCON   
 DA1089  ___________________________________________________________________
 DA1089  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1089  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1089
 DA1089.The horizontal coordinates were scaled from a topographic map and have
 DA1089.an estimated accuracy of +/- 6 seconds.
 DA1089
 DA1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1089.The vertical order pertains to the NGVD 29 superseded value.
 DA1089
 DA1089.The geoid height was determined by GEOID03.
 DA1089
 DA1089;                    North         East    Units  Estimated Accuracy
 DA1089;SPC AZ W     -   194,930.      223,640.      MT  (+/- 180 meters Scaled)
 DA1089
 DA1089                          SUPERSEDED SURVEY CONTROL
 DA1089
 DA1089  NGVD 29 (??/??/92)  117.652  (m)          386.00   (f) ADJ UNCH    1 2
 DA1089
 DA1089.Superseded values are not recommended for survey control.
 DA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1089.See file dsdata.txt to determine how the superseded data were derived.
 DA1089
 DA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB526275(NAD 83)
 DA1089_MARKER: DR = REFERENCE MARK DISK
 DA1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1089_STAMPING: STOVAL NO 2 1934
 DA1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1089+STABILITY: SURFACE MOTION
 DA1089
 DA1089  HISTORY     - Date     Condition        Report By
 DA1089  HISTORY     - 1934     MONUMENTED       CGS
 DA1089  HISTORY     - 1971     GOOD             NGS
 DA1089  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1089  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1089  HISTORY     - 1981     GOOD             NGS
 DA1089
 DA1089                          STATION DESCRIPTION
 DA1089
 DA1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA1089'6.5 MI WSW FROM DATELAND.
 DA1089'0.2 MILE SOUTH ON PAVED ROAD TO A T-INTERSECTION FROM POST OFFICE AT
 DA1089'DATELAND, THENCE WEST ON PAVED ROAD FOR 4.7 MILES TO END OF PAVEMENT,
 DA1089'THENCE WEST ON DIRT ROAD ALONG NORTH SIDE OF RAILROAD TRACK FOR 1.8
 DA1089'MILES TO MARK ON THE RIGHT, 48.72 FEET NORTH-NORTHWEST OF THE STATION,
 DA1089'43 FEET NORTH OF THE METAL WITNESS POST AND 7.5 FEET SOUTH OF THE
 DA1089'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DA1089'MONUMENT PROJECTING 1 INCH.
 DA1089
 DA1089                          STATION RECOVERY (1981)
 DA1089
 DA1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1089'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1089'IS BELIEVED DESTROYED.
 DA1089
 DA1089                          STATION RECOVERY (1981)
 DA1089
 DA1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1089'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1089'IS BELIEVED DESTROYED.
 DA1089
 DA1089                          STATION RECOVERY (1981)
 DA1089
 DA1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1155 ***********************************************************************
 DA1155  DESIGNATION -  STOVAL RM 4 AZIMUTH
 DA1155  PID         -  DA1155
 DA1155  STATE/COUNTY-  AZ/YUMA
 DA1155  USGS QUAD   -  DATELAND (1982)
 DA1155
 DA1155                         *CURRENT SURVEY CONTROL
 DA1155  ___________________________________________________________________
 DA1155* NAD 83(1986)-  32 45 54.     (N)    113 37 20.     (W)     SCALED    
 DA1155* NAVD 88     -       122.493  (meters)     401.88   (feet)  ADJUSTED  
 DA1155  ___________________________________________________________________
 DA1155  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DA1155  DYNAMIC HT  -         122.353 (meters)     401.42  (feet)  COMP
 DA1155  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 DA1155
 DA1155  VERT ORDER  -  FIRST     CLASS II
 DA1155
 DA1155.The horizontal coordinates were scaled from a topographic map and have
 DA1155.an estimated accuracy of +/- 6 seconds.
 DA1155
 DA1155.The orthometric height was determined by differential leveling
 DA1155.and adjusted in June 1991.
 DA1155
 DA1155.The geoid height was determined by GEOID03.
 DA1155
 DA1155.The dynamic height is computed by dividing the NAVD 88
 DA1155.geopotential number by the normal gravity value computed on the
 DA1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1155.degrees latitude (g = 980.6199 gals.).
 DA1155
 DA1155.The modeled gravity was interpolated from observed gravity values.
 DA1155
 DA1155;                    North         East    Units  Estimated Accuracy
 DA1155;SPC AZ W     -   195,710.      225,330.      MT  (+/- 180 meters Scaled)
 DA1155
 DA1155                          SUPERSEDED SURVEY CONTROL
 DA1155
 DA1155  NGVD 29 (??/??/92)  121.883  (m)          399.88   (f) ADJ UNCH    1 2
 DA1155
 DA1155.Superseded values are not recommended for survey control.
 DA1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1155.See file dsdata.txt to determine how the superseded data were derived.
 DA1155
 DA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB543282(NAD 83)
 DA1155_MARKER: DR = REFERENCE MARK DISK
 DA1155_SETTING: 0 = UNSPECIFIED SETTING
 DA1155_STAMPING: STOVAL NO 4 1934
 DA1155_MARK LOGO: CGS   
 DA1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1155
 DA1155  HISTORY     - Date     Condition        Report By
 DA1155  HISTORY     - 1960     MONUMENTED       CGS
 DA1155  HISTORY     - 1971     GOOD             NGS
 DA1155  HISTORY     - 1981     GOOD             NGS
 DA1155  HISTORY     - 1981     GOOD             NGS
 DA1155  HISTORY     - 1981     GOOD             NGS
 DA1155
 DA1155                          STATION DESCRIPTION
 DA1155
 DA1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA1155'5.4 MI WSW FROM DATELAND.
 DA1155'0.2 MILE SOUTH ON PAVED ROAD TO A T-INTERSECTION FROM POST OFFICE AT
 DA1155'DATELAND, THENCE WEST ON PAVED ROAD FOR 4.7 MILES TO END OF PAVEMENT,
 DA1155'THENCE WEST ON DIRT ROAD ALONG NORTH SIDE OF RAILROAD TRACK FOR 0.7
 DA1155'MILE TO THE MARK ON THE RIGHT IN THE SOUTH RIGHT-OF-WAY FENCE OF
 DA1155'INTERSTATE HIGHWAY 8, 84 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 DA1155'TRACK, 51 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF THE
 DA1155'HIGHWAY, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 DA1155'AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE INTERSTATE
 DA1155'HIGHWAY.
 DA1155
 DA1155                          STATION RECOVERY (1981)
 DA1155
 DA1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1155'17.95 KM (11.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1155'THE WATER TANK IN AZTEC, 0.2 KM (0.1 MI) NORTHEAST OF RAILROAD
 DA1155'MILEPOLE 801, SET BETWEEN THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8
 DA1155'AND THE FRONTAGE ROAD, 25.6 M (84.0 FT) NORTHWEST OF THE NORTHWEST
 DA1155'RAIL OF THE TRACKS, 15.5 M (51.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1155'THE EAST-BOUND LANES, 6.7 M (22.0 FT) NORTHWEST OF THE CENTERLINE OF
 DA1155'THE FRONTAGE ROAD, 0.1 M (1.0 FT) NORTHWEST OF THE SOUTHEAST BARBED-
 DA1155'WIRE RIGHT-OF-WAY FENCE FOR INTERSTATE 8.
 DA1155'THE MARK IS 06 METERS  NE FROM A WITNESS POST.
 DA1155'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1155
 DA1155                          STATION RECOVERY (1981)
 DA1155
 DA1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1155'17.95 KM (11.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1155'THE WATER TANK IN AZTEC, 0.2 KM (0.1 MI) NORTHEAST OF RAILROAD
 DA1155'MILEPOLE 801, SET BETWEEN THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8
 DA1155'AND THE FRONTAGE ROAD, 25.6 M (84.0 FT) NORTHWEST OF THE NORTHWEST
 DA1155'RAIL OF THE TRACKS, 15.5 M (51.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DA1155'THE EAST-BOUND LANES, 6.7 M (22.0 FT) NORTHWEST OF THE CENTERLINE OF
 DA1155'THE FRONTAGE ROAD, 0.1 M (1.0 FT) NORTHWEST OF THE SOUTHEAST BARBED-
 DA1155'WIRE RIGHT-OF-WAY FENCE FOR INTERSTATE 8.
 DA1155'THE MARK IS 06 METERS  NE FROM A WITNESS POST.
 DA1155'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA1155
 DA1155                          STATION RECOVERY (1981)
 DA1155
 DA1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1186 ***********************************************************************
 DA1186  DESIGNATION -  STOVAL RM 5
 DA1186  PID         -  DA1186
 DA1186  STATE/COUNTY-  AZ/YUMA
 DA1186  USGS QUAD   -  TEXAS HILL (1982)
 DA1186
 DA1186                         *CURRENT SURVEY CONTROL
 DA1186  ___________________________________________________________________
 DA1186* NAD 83(1992)-  32 45 28.44121(N)    113 38 23.20609(W)     ADJUSTED  
 DA1186* NAVD 88     -       118.060  (meters)     387.34   (feet)  ADJUSTED  
 DA1186  ___________________________________________________________________
 DA1186  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DA1186  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1186  DYNAMIC HT  -         117.924 (meters)     386.89  (feet)  COMP
 DA1186  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DA1186
 DA1186  HORZ ORDER  -  FIRST
 DA1186  VERT ORDER  -  FIRST     CLASS II
 DA1186
 DA1186.The horizontal coordinates were established by classical geodetic methods
 DA1186.and adjusted by the National Geodetic Survey in August 1993.
 DA1186
 DA1186.The orthometric height was determined by differential leveling
 DA1186.and adjusted in June 1991.
 DA1186
 DA1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1186
 DA1186.The geoid height was determined by GEOID03.
 DA1186
 DA1186.The dynamic height is computed by dividing the NAVD 88
 DA1186.geopotential number by the normal gravity value computed on the
 DA1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1186.degrees latitude (g = 980.6199 gals.).
 DA1186
 DA1186.The modeled gravity was interpolated from observed gravity values.
 DA1186
 DA1186;                    North         East     Units Scale Factor Converg.
 DA1186;SPC AZ W     -   194,916.689   223,687.816   MT  0.99993465   +0 03 34.7
 DA1186;SPC AZ W     -   639,490.45    733,883.91   iFT  0.99993465   +0 03 34.7
 DA1186;UTM  12      - 3,627,532.207   252,694.990   MT  1.00035420   -1 25 44.7
 DA1186
 DA1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1186!SPC AZ W     -   0.99998657  x   0.99993465  =   0.99992122
 DA1186!UTM  12      -   0.99998657  x   1.00035420  =   1.00034076
 DA1186
 DA1186:                Primary Azimuth Mark                     Grid Az
 DA1186:SPC AZ W     -  STOVAL OFFSET                            002 45 46.5
 DA1186:UTM  12      -  STOVAL OFFSET                            004 15 05.9
 DA1186
 DA1186|---------------------------------------------------------------------|
 DA1186| PID    Reference Object                     Distance      Geod. Az  |
 DA1186|                                                           dddmmss.s |
 DA1186| DA1422 STOVAL OFFSET                       APPROX. 0.6 KM 0024921.2 |
 DA1186| DA1155 STOVAL RM 4 AZIMUTH                                0633518.9 |
 DA1186| DA1187 STOVAL RM 5 RM A                     26.276 METERS 14052     |
 DA1186| DA1087 STOVAL                               59.494 METERS 31010     |
 DA1186|---------------------------------------------------------------------|
 DA1186
 DA1186                          SUPERSEDED SURVEY CONTROL
 DA1186
 DA1186  NAD 83(1986)-  32 45 28.43602(N)    113 38 23.21260(W) AD(       ) 1
 DA1186  NAD 27      -  32 45 28.26341(N)    113 38 20.50330(W) AD(       ) 1
 DA1186  NGVD 29 (07/19/86)  117.42   (m)          385.2    (f) LEVELING    3  
 DA1186
 DA1186.Superseded values are not recommended for survey control.
 DA1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1186.See file dsdata.txt to determine how the superseded data were derived.
 DA1186
 DA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5269527532(NAD 83)
 DA1186_MARKER: DR = REFERENCE MARK DISK
 DA1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1186_SP_SET: CONCRETE POST
 DA1186_STAMPING: STOVAL NO 5 1971
 DA1186_MARK LOGO: NGS   
 DA1186_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1186+STABILITY: SURFACE MOTION
 DA1186
 DA1186  HISTORY     - Date     Condition        Report By
 DA1186  HISTORY     - 1971     MONUMENTED       NGS
 DA1186  HISTORY     - 1981     GOOD             NGS
 DA1186  HISTORY     - 1981     GOOD             NGS
 DA1186
 DA1186                          STATION DESCRIPTION
 DA1186
 DA1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1186'THE STATION IS ABOUT 6.5 MILES WEST-SOUTHWEST OF DATELAND, 121 FEET
 DA1186'SOUTH OF THE WEST END OF RAILROAD BRIDGE NUMBER 799.97 AND IN A VERY
 DA1186'SANDY AREA OF DESERT.
 DA1186'
 DA1186'THE STATION CAN BE REACHED FROM THE POST OFFICE AT DATELAND BY
 DA1186'GOING SOUTH ON PAVED ROAD FOR 0.2 MILE TO A T-INTERSECTION.  TURN
 DA1186'RIGHT AND GO WEST ON PAVED ROAD FOR 4.7 MILES TO THE END OF THE
 DA1186'PAVEMENT.  CONTINUE WEST ON DIRT ROAD ALONG NORTH SIDE OF RAILROAD
 DA1186'TRACK FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE SOUTH
 DA1186'RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 8.  CONTINUE WEST ON
 DA1186'DIRT ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT AND SOUTH OF
 DA1186'THE RAILROAD TRACKS.  STATION CAN ALSO BE REACHED BY 4-WHEEL
 DA1186'DRIVE VEHICLE FROM THE T-INTERSECTION BY GOING EAST ON PAVED ROAD FOR
 DA1186'2.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT CROSSING RAILROAD
 DA1186'TRACKS, THENCE RIGHT AND GO WEST ON SANDY ROAD PARALLELING
 DA1186'RAILROAD TRACKS FOR 8.8 MILES TO THE STATION AS DESCRIBED.
 DA1186'
 DA1186'THE STATION MARK IS A STANDARD DISK STAMPED STOVAL NO 5 1971, SET
 DA1186'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DA1186'4 INCHES.  IT IS 30 FEET SOUTHWEST OF A TELEPHONE POLE AND 5 FEET
 DA1186'NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA1186'
 DA1186'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED STOVAL
 DA1186'NO 4 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DA1186'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 84 FEET NORTH OF THE
 DA1186'NORTH RAIL OF THE RAILROAD TRACK, 51 FEET SOUTH OF THE CENTER OF
 DA1186'THE EAST BOUND LANE OF INTERSTATE HIGHWAY 8, 1.9 FEET SOUTHEAST
 DA1186'OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 1 FOOT NORTH OF THE
 DA1186'SOUTH RIGHT-OF-WAY FENCE OF THE INTERSTATE HIGHWAY.
 DA1186'
 DA1186'THIS STATION WAS ESTABLISHED AND OCCUPIED AT THIS TIME DUE TO THE
 DA1186'LOCATION OF STOVAL 1934 AND DIFFICULTY IN OBTAINING PERMISSION TO
 DA1186'ERECT A STEEL TOWER ON THE RAILROAD RIGHT-OF-WAY.
 DA1186'
 DA1186'THE TRAVERSE DISTANCE AND THE GEODIMETER DISTANCES HAVE BEEN
 DA1186'REDUCED TO SEA LEVEL.
 DA1186'
 DA1186'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 DA1186
 DA1186                          STATION RECOVERY (1981)
 DA1186
 DA1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1186'THE STATION AND RM 5 RM A WERE RECOVERED AS DESCRIBED.
 DA1186
 DA1186                          STATION RECOVERY (1981)
 DA1186
 DA1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1186'19.8 KM (12.3 MI) SW FROM AZTEC.
 DA1186'19.8 KM (12.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1186'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 800, 38.7 M (127 FT)
 DA1186'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 59.5 M (195 FT)
 DA1186'SOUTHEAST ACROSS THE TRACKS FROM STATION STOVAL, 26.3 M (86.3 FT)
 DA1186'NORTHWEST OF STOVAL RM 5 RM A, 5.3 M (17.5 FT) NORTHWEST OF THE
 DA1186'CENTERLINE OF A DIRT RAILROAD SERVICE ROAD.
 DA1186'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 DA1186'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1187 ***********************************************************************
 DA1187  DESIGNATION -  STOVAL RM 5 RM A
 DA1187  PID         -  DA1187
 DA1187  STATE/COUNTY-  AZ/YUMA
 DA1187  USGS QUAD   -  TEXAS HILL (1982)
 DA1187
 DA1187                         *CURRENT SURVEY CONTROL
 DA1187  ___________________________________________________________________
 DA1187* NAD 83(1992)-  32 45 27.77964(N)    113 38 22.56890(W)     ADJUSTED  
 DA1187* NAVD 88     -       118.118  (meters)     387.53   (feet)  ADJUSTED  
 DA1187  ___________________________________________________________________
 DA1187  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DA1187  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DA1187  DYNAMIC HT  -         117.982 (meters)     387.08  (feet)  COMP
 DA1187  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DA1187
 DA1187  HORZ ORDER  -  FIRST
 DA1187  VERT ORDER  -  FIRST     CLASS II
 DA1187
 DA1187.The horizontal coordinates were established by classical geodetic methods
 DA1187.and adjusted by the National Geodetic Survey in August 1993.
 DA1187
 DA1187.The orthometric height was determined by differential leveling
 DA1187.and adjusted in June 1991.
 DA1187
 DA1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1187
 DA1187.The geoid height was determined by GEOID03.
 DA1187
 DA1187.The dynamic height is computed by dividing the NAVD 88
 DA1187.geopotential number by the normal gravity value computed on the
 DA1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1187.degrees latitude (g = 980.6199 gals.).
 DA1187
 DA1187.The modeled gravity was interpolated from observed gravity values.
 DA1187
 DA1187;                    North         East     Units Scale Factor Converg.
 DA1187;SPC AZ W     -   194,896.327   223,704.422   MT  0.99993465   +0 03 35.0
 DA1187;SPC AZ W     -   639,423.65    733,938.39   iFT  0.99993465   +0 03 35.0
 DA1187;UTM  12      - 3,627,511.412   252,711.068   MT  1.00035410   -1 25 44.3
 DA1187
 DA1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1187!SPC AZ W     -   0.99998656  x   0.99993465  =   0.99992121
 DA1187!UTM  12      -   0.99998656  x   1.00035410  =   1.00034065
 DA1187
 DA1187:                Primary Azimuth Mark                     Grid Az
 DA1187:SPC AZ W     -  CONTROL                                  063 26 42.2
 DA1187:UTM  12      -  CONTROL                                  064 56 01.5
 DA1187
 DA1187|---------------------------------------------------------------------|
 DA1187| PID    Reference Object                     Distance      Geod. Az  |
 DA1187|                                                           dddmmss.s |
 DA1187| DA1181 CONTROL                             APPROX.12.6 KM 0633017.2 |
 DA1187| DA1186 STOVAL RM 5                          26.276 METERS 32052     |
 DA1187|---------------------------------------------------------------------|
 DA1187
 DA1187                          SUPERSEDED SURVEY CONTROL
 DA1187
 DA1187  NAD 83(1986)-  32 45 27.77436(N)    113 38 22.57532(W) AD(       ) 1
 DA1187  NAD 27      -  32 45 27.60182(N)    113 38 19.86613(W) AD(       ) 1
 DA1187  NGVD 29 (07/19/86)  117.48   (m)          385.4    (f) LEVELING    3  
 DA1187
 DA1187.Superseded values are not recommended for survey control.
 DA1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1187.See file dsdata.txt to determine how the superseded data were derived.
 DA1187
 DA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB5271127511(NAD 83)
 DA1187_MARKER: DS = TRIANGULATION STATION DISK
 DA1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1187_SP_SET: CONCRETE POST
 DA1187_STAMPING: STOVAL RM A RM 5
 DA1187_MARK LOGO: NGS   
 DA1187_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1187+STABILITY: SURFACE MOTION
 DA1187
 DA1187  HISTORY     - Date     Condition        Report By
 DA1187  HISTORY     - 1971     MONUMENTED       NGS
 DA1187  HISTORY     - 1981     GOOD             NGS
 DA1187
 DA1187                          STATION DESCRIPTION
 DA1187
 DA1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1187'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-SOUTHWEST OF DATELAND
 DA1187'AND ON THE SOUTH SIDE OF THE SOUTHERN PACIFIC COMPANY RAILROAD
 DA1187'TRACK.
 DA1187'
 DA1187'THE STATION MARKS ARE STANDARD DISKS STAMPED STOVAL NO 5 RM A
 DA1187'1971, THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 DA1187'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES
 DA1187'ABOVE THE GROUND SURFACE.  IT IS 84 FEET SOUTHEAST OF A METAL
 DA1187'WITNESS POST WITH SIGN AND AT RAILROAD MILE POST NUMBER 800.  AN
 DA1187'UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND
 DA1187'SURFACE.
 DA1187'
 DA1187'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STOVAL RM 5
 DA1187'1971, THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION ARE
 DA1187'NOTED BELOW.
 DA1187'
 DA1187'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR STOVAL
 DA1187'RM 5 1971.
 DA1187
 DA1187                          STATION RECOVERY (1981)
 DA1187
 DA1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1187'19.8 KM (12.3 MI) SW FROM AZTEC.
 DA1187'19.8 KM (12.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1187'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 800, 61.9 M (203 FT)
 DA1187'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 85.6 M (281 FT)
 DA1187'SOUTHEAST ACROSS THE TRACKS FROM STATION STOVAL, 41.6 M (137 FT)
 DA1187'NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 26.3 M (86.3 FT)
 DA1187'SOUTHEAST OF STOVAL RM 5, 21.0 M (69.0 FT) SOUTHEAST OF THE CENTERLINE
 DA1187'OF A DIRT RAILROAD SERVICE ROAD.
 DA1187'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA1187'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0756 ***********************************************************************
 DT0756  DESIGNATION -  STOVE
 DT0756  PID         -  DT0756
 DT0756  STATE/COUNTY-  AZ/GREENLEE
 DT0756  USGS QUAD   -  COPPERPLATE GULCH (1989)
 DT0756
 DT0756                         *CURRENT SURVEY CONTROL
 DT0756  ___________________________________________________________________
 DT0756* NAD 83(1992)-  33 04 17.48176(N)    109 29 14.76224(W)     ADJUSTED  
 DT0756* NAVD 88     -      1820.1    (meters)    5971.     (feet)  VERTCON   
 DT0756  ___________________________________________________________________
 DT0756  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DT0756  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DT0756  HORZ ORDER  -  SECOND
 DT0756
 DT0756.The horizontal coordinates were established by classical geodetic methods
 DT0756.and adjusted by the National Geodetic Survey in August 1993.
 DT0756
 DT0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0756
 DT0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0756
 DT0756.The geoid height was determined by GEOID03.
 DT0756
 DT0756;                    North         East     Units Scale Factor Converg.
 DT0756;SPC AZ E     -   229,888.119   276,779.479   MT  0.99994957   +0 22 14.4
 DT0756;SPC AZ E     -   754,226.11    908,069.16   iFT  0.99994957   +0 22 14.4
 DT0756;UTM  12      - 3,660,233.119   641,190.190   MT  0.99984579   +0 49 31.9
 DT0756
 DT0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0756!SPC AZ E     -   0.99971834  x   0.99994957  =   0.99966792
 DT0756!UTM  12      -   0.99971834  x   0.99984579  =   0.99956417
 DT0756
 DT0756|---------------------------------------------------------------------|
 DT0756| PID    Reference Object                     Distance      Geod. Az  |
 DT0756|                                                           dddmmss.s |
 DT0756| CD3693 STOVE RM 1                           22.000 METERS 07733     |
 DT0756| DT0757 STOVE RM 2                           12.715 METERS 25120     |
 DT0756| DT0758 SE COR WMIR                         APPROX. 1.0 KM 3122328.9 |
 DT0756|---------------------------------------------------------------------|
 DT0756
 DT0756                          SUPERSEDED SURVEY CONTROL
 DT0756
 DT0756  NAD 83(1986)-  33 04 17.47688(N)    109 29 14.76148(W) AD(       ) 2
 DT0756  NAD 27      -  33 04 17.26386(N)    109 29 12.48291(W) AD(       ) 2
 DT0756  NGVD 29 (07/19/86) 1819.3    (m)         5969.     (f) VERT ANG    3  
 DT0756
 DT0756.Superseded values are not recommended for survey control.
 DT0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0756.See file dsdata.txt to determine how the superseded data were derived.
 DT0756
 DT0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4119060233(NAD 83)
 DT0756_MARKER: DD = SURVEY DISK
 DT0756_SETTING: 66 = SET IN ROCK OUTCROP
 DT0756
 DT0756  HISTORY     - Date     Condition        Report By
 DT0756  HISTORY     - 1976     MONUMENTED       AZDT
 DT0756
 DT0756                          STATION DESCRIPTION
 DT0756
 DT0756'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DT0756'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MORENCI AND 21
 DT0756'MILES EAST-NORTHEAST OF SAFFORD ON A RIDGE EAST OF BEAR CANYON
 DT0756'AND NORTH OF STOVE CANYON TRAIL.
 DT0756'
 DT0756'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED STOVE 1976
 DT0756'AND IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP ON A
 DT0756'RIDGE.  STATION IS MARKED WITH A 3X3X3 FT. ROCK CAIRN WITH A
 DT0756'WITNESS SIGN EPOXIED ON TOP OF CAIRN.  4 FEET EAST-NORTHEAST OF
 DT0756'STATION.
 DT0756'
 DT0756'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED
 DT0756'STOVE RM 1 1976 AND IS EPOXIED TO BEDROCK EAST OF STATION.
 DT0756'
 DT0756'REFERENE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED
 DT0756'STOVE RM 2 1976 AND IS EPOXIED TO BEDROCK WEST OF STATION.
 DT0756'
 DT0756'TO REACH THE STATION FROM THE SMELTER ENTRANCE ON TEMPORARY
 DT0756'U.S. HWY. 666 IN MORENCI, GO WESTERLY ON U.S. 666 TO OUTSKIRTS
 DT0756'OF MORENCI AND MILE POST 172.2 AND A BLADED ROAD LEFT TO EAGLE
 DT0756'CREEK.  TURN LEFT AND FOLLOW MAIN TRAVELED ROAD INTO CANYON
 DT0756'FOR 6.4 MILES TO EAGLE CREEK PUMPING STATION, CONTINUE ON ACROSS
 DT0756'CREEK AND PAST PUMPS FOR 0.2 MILE TO A T ROAD, MAKE SHARP
 DT0756'RIGHT TURN AND CONTINUE 0.6 MILE TO TRAIL ON RIGHT, CONTINUE ON
 DT0756'ON MAIN ROAD FOR 0.8 MILE TO A CORRAL ON LEFT, CONTINUE FOR
 DT0756'0.25 MILE TO SAFFORD-MORENCI TRAIL ON LEFT, CONTINUE ON MAIN
 DT0756'TRAVEL ROAD FOR 0.7 MILE TO A CATTLE GUARD, CONTINUE UP
 DT0756'CANYON FOR 2 MILES TO A SADDLE AND END OF TRUCK TRAVEL.  PACK
 DT0756'NORTHEASTERLY UP THE NOSE OF A RIDGE TO WHERE IT STARTS LEVELING
 DT0756'OFF TO STATION.  ABOUT A 40 MIN. PACK.
 DT0756'
 DT0756'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0757 ***********************************************************************
 DT0757  DESIGNATION -  STOVE RM 2
 DT0757  PID         -  DT0757
 DT0757  STATE/COUNTY-  AZ/GREENLEE
 DT0757  USGS QUAD   -  COPPERPLATE GULCH (1989)
 DT0757
 DT0757                         *CURRENT SURVEY CONTROL
 DT0757  ___________________________________________________________________
 DT0757* NAD 83(1992)-  33 04 17.34968(N)    109 29 15.22665(W)     ADJUSTED  
 DT0757* NAVD 88     -      1819.4    (meters)    5969.     (feet)  VERTCON   
 DT0757  ___________________________________________________________________
 DT0757  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DT0757  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DT0757  HORZ ORDER  -  SECOND
 DT0757
 DT0757.The horizontal coordinates were established by classical geodetic methods
 DT0757.and adjusted by the National Geodetic Survey in August 1993.
 DT0757
 DT0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0757
 DT0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0757
 DT0757.The geoid height was determined by GEOID03.
 DT0757
 DT0757;                    North         East     Units Scale Factor Converg.
 DT0757;SPC AZ E     -   229,883.972   276,767.460   MT  0.99994956   +0 22 14.1
 DT0757;SPC AZ E     -   754,212.51    908,029.72   iFT  0.99994956   +0 22 14.1
 DT0757;UTM  12      - 3,660,228.877   641,178.206   MT  0.99984575   +0 49 31.6
 DT0757
 DT0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0757!SPC AZ E     -   0.99971845  x   0.99994956  =   0.99966802
 DT0757!UTM  12      -   0.99971845  x   0.99984575  =   0.99956424
 DT0757
 DT0757|---------------------------------------------------------------------|
 DT0757| PID    Reference Object                     Distance      Geod. Az  |
 DT0757|                                                           dddmmss.s |
 DT0757| DT0756 STOVE                                12.715 METERS 07120     |
 DT0757| DT0758 SE COR WMIR                         APPROX. 1.0 KM 3130017.3 |
 DT0757|---------------------------------------------------------------------|
 DT0757
 DT0757                          SUPERSEDED SURVEY CONTROL
 DT0757
 DT0757  NAD 83(1986)-  33 04 17.34491(N)    109 29 15.22547(W) AD(       ) 2
 DT0757  NAD 27      -  33 04 17.13178(N)    109 29 12.94730(W) AD(       ) 2
 DT0757  NGVD 29 (07/19/86) 1818.6    (m)         5967.     (f) VERT ANG    3  
 DT0757
 DT0757.Superseded values are not recommended for survey control.
 DT0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0757.See file dsdata.txt to determine how the superseded data were derived.
 DT0757
 DT0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4117860229(NAD 83)
 DT0757_MARKER: DD = SURVEY DISK
 DT0757_SETTING: 66 = SET IN ROCK OUTCROP
 DT0757_SP_SET: SET IN BEDROCK
 DT0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0757+STABILITY: POSITION/ELEVATION WELL
 DT0757
 DT0757  HISTORY     - Date     Condition        Report By
 DT0757  HISTORY     - 1976     MONUMENTED       AZDT
 DT0757
 DT0757                          STATION DESCRIPTION
 DT0757
 DT0757'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DT0757'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MORENCI AND 21
 DT0757'MILES EAST-NORTHEAST OF SAFFORD ON A RIDGE EAST OF BEAR CANYON
 DT0757'AND NORTH OF STOVE CANYON TRAIL.
 DT0757'
 DT0757'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED STOVE RM 2 1976
 DT0757'AND IS EPOXIED TO BEDROCK WEST OF STATION.
 DT0757'
 DT0757'TO REACH THE STATION FROM THE SMELTER ENTRANCE ON TEMPORARY
 DT0757'U.S. HWY. 666 IN MORENCI, GO WERSTERLY ON U.S. 666 TO OUTSKIRTS
 DT0757'OF MORENCI AND MILE POST 172.2 AND A BLADED ROAD LEFT TO EAGLE
 DT0757'CREEK.  TURN LEFT AND FOLLOW MAIN TRAVELED ROAD INTO CANYON
 DT0757'FOR 6.4 MILES TO EAGLE CREEK PUMPING STATION, CONTINUE ON ACROSS
 DT0757'CREEK AND PAST PUMPS FOR 0.2 MILE TO A T ROAD, MAKE SHARP
 DT0757'RIGHT TURN AND CONTINUE 0.6 MILE TO TRAIL ON RIGHT, CONTINUE ON
 DT0757'ON MAIN ROAD FOR 0.8 MILE TO A CORRAL ON LEFT, CONTINUE FOR
 DT0757'0.25 MILE TO SAFFORD MORENCI TRAIL ON LEFT, CONTINUE ON MAIN
 DT0757'TRAVEL ROAD FOR 0.7 MILE TO A CATTLE GUARD, CONTINUE UP CANYON FOR
 DT0757'2 MILES TO A SADDLE AND END OF TRUCK TRAVEL.  PACK NORTHEASTERLY
 DT0757'UP THE NOSE OF A RIDGE TO WHERE IT STARTS LEVELING OFF TO
 DT0757'STATION.  ABOUT A 40 MIN. PACK.
 DT0757'
 DT0757'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2202 ***********************************************************************
 DV2202  DESIGNATION -  STREAK
 DV2202  PID         -  DV2202
 DV2202  STATE/COUNTY-  AZ/MARICOPA
 DV2202  USGS QUAD   -  FLATIRON MOUNTAIN (1990)
 DV2202
 DV2202                         *CURRENT SURVEY CONTROL
 DV2202  ___________________________________________________________________
 DV2202* NAD 83(1992)-  33 34 13.70750(N)    112 49 56.03136(W)     ADJUSTED  
 DV2202* NAVD 88     -       541.7    (meters)    1777.     (feet)  VERTCON   
 DV2202  ___________________________________________________________________
 DV2202  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DV2202  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DV2202  HORZ ORDER  -  SECOND
 DV2202
 DV2202.The horizontal coordinates were established by classical geodetic methods
 DV2202.and adjusted by the National Geodetic Survey in August 1993.
 DV2202
 DV2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2202
 DV2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2202
 DV2202.The geoid height was determined by GEOID03.
 DV2202
 DV2202;                    North         East     Units Scale Factor Converg.
 DV2202;SPC AZ C     -   285,391.819   128,359.528   MT  0.99998905   -0 30 22.7
 DV2202;SPC AZ C     -   936,324.87    421,127.06   iFT  0.99998905   -0 30 22.7
 DV2202;UTM  12      - 3,716,036.574   329,939.229   MT  0.99995656   -1 00 48.2
 DV2202
 DV2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2202!SPC AZ C     -   0.99991977  x   0.99998905  =   0.99990882
 DV2202!UTM  12      -   0.99991977  x   0.99995656  =   0.99987633
 DV2202
 DV2202|---------------------------------------------------------------------|
 DV2202| PID    Reference Object                     Distance      Geod. Az  |
 DV2202|                                                           dddmmss.s |
 DV2202| CH5511 STREAK RM 2                           7.976 METERS 21951     |
 DV2202| CH5509 STREAK AZ MK                                       2842806.5 |
 DV2202| CH5510 STREAK RM 1                          13.716 METERS 33722     |
 DV2202|---------------------------------------------------------------------|
 DV2202
 DV2202                          SUPERSEDED SURVEY CONTROL
 DV2202
 DV2202  NAD 83(1986)-  33 34 13.70123(N)    112 49 56.03394(W) AD(       ) 2
 DV2202  NAD 27      -  33 34 13.55300(N)    112 49 53.39500(W) AD(       ) 2
 DV2202  NGVD 29 (07/19/86)  541.1    (m)         1775.     (f) VERT ANG    3  
 DV2202
 DV2202.Superseded values are not recommended for survey control.
 DV2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2202.See file dsdata.txt to determine how the superseded data were derived.
 DV2202
 DV2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2993916037(NAD 83)
 DV2202_MARKER: DS = TRIANGULATION STATION DISK
 DV2202_SETTING: 66 = SET IN ROCK OUTCROP
 DV2202
 DV2202  HISTORY     - Date     Condition        Report By
 DV2202  HISTORY     - 1948     MONUMENTED       CGS
 DV2202
 DV2202                          STATION DESCRIPTION
 DV2202
 DV2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2202'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE HASSAYAMPA
 DV2202'RIVER, AND ABOUT 7 MILES NORTHEAST OF TONOPAH, ON THE HIGHEST
 DV2202'POINT AND EAST END OF THE MOST SOUTHERLY AND EASTERLY ONE
 DV2202'OF TWO PROMINENT, LOW, BLACK, ROCKY BUTTES DETACHED FROM THE
 DV2202'MOUNTAINS TO THE NORTH, A LIGHT COLORED STREAK EXTENDS DOWN
 DV2202'THE SOUTH SLOPE OF THE BUTTE.  IT IS 30 FEET NORTHEAST OF
 DV2202'A LONE SAHUARO CACTUS, 11 FEET NORTH-NORTHEAST OF A 3 FOOT
 DV2202'CAIRN, PROJECTS 2 FEET, AND IS STAMPED, STREAK 1947.
 DV2202'
 DV2202'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 DV2202'STATION, ON THE NORTH SLOPE, PROJECTS 10 INCHES, AND IS
 DV2202'STAMPED, STREAK NO 1 1947.
 DV2202'
 DV2202'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 DV2202'AS THE STATION, 14 FEET WEST OF A 3 FOOT CAIRN, 4 FEET NORTHEAST
 DV2202'OF A LARGE CACTUS, PROJECTS 2 FEET, AND IS STAMPED, STREAK
 DV2202'NO 2 1947.
 DV2202'
 DV2202'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, ON THE
 DV2202'NORTH SLOPE OF A LOW ROCKY HILL, AT THE BASE OF RIM ROCK,
 DV2202'80 PACES SOUTH OF AND APPROXIMATELY 40 FEET HIGHER THAN
 DV2202'THE CENTER LINE OF ROAD, PROJECTS 3 FEET AND IS STAMPED,
 DV2202'STREAK 1947.
 DV2202'
 DV2202'TO REACH FROM THE UNDERPASS IN WICKENBURG.  GO WEST ON U.S.
 DV2202'HIGHWAYS 60 AND 70 FOR 2.0 MILES TO GRADED ROAD LEFT AT CATTLE
 DV2202'GUARD.  TURN LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 1.5 MILE
 DV2202'TO FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, AND FOLLOW
 DV2202'MAIN TRAVELED ROAD FOR 11.4 MILES TO ENTRANCE TO VULTURE
 DV2202'MINE ON RIGHT.  CONTINUE SOUTHERLY ON MAIN TRAVELED ROAD
 DV2202'FOR 7.3 MILES TO POWER LINE.  CONTINUE FOR 0.2 MILE TO
 DV2202'CROSSROAD.  CONTINUE SOUTH, STRAIGHT AHEAD, FOR 1.8 MILE TO FORK.
 DV2202'TAKE THE LEFT FORK (S) AND GO 4.8 MILES TO A Y
 DV2202'INTERSECTION AT THE OLD BELMONT MINE.  TAKE LEFT FORK,
 DV2202'MAIN TRAVELED ROAD, AND GO 3.2 MILES TO FORK.  TAKE LEFT
 DV2202'FORK AND GO TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD FOR 2.6
 DV2202'MILES TO THE EAST EDGE OF A LOW HILL AND AZIMUTH AS
 DV2202'DESCRIBED ABOVE.  CONTINUE EAST ALONG BLADED ROAD FOR 2.5
 DV2202'MILES TO A POINT JUST SOUTH OF A LIGHT STREAK ON THE
 DV2202'SOUTH SLOPE OF BUTTE.  TURN LEFT (N) ACROSS COUNTRY AND
 DV2202'GO APPROXIMATELY 0.2 MILE TO BASE OF BUTTE AND END OF TRUCK
 DV2202'TRAVEL.  FROM HERE PACK NORTH TO THE HIGHEST POINT AND
 DV2202'STATION SITE AS DESCRIBED ABOVE.  A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0919 ***********************************************************************
 FQ0919  DESIGNATION -  STRIKE
 FQ0919  PID         -  FQ0919
 FQ0919  STATE/COUNTY-  AZ/COCONINO
 FQ0919  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0919
 FQ0919                         *CURRENT SURVEY CONTROL
 FQ0919  ___________________________________________________________________
 FQ0919* NAD 83(1992)-  35 52 40.38590(N)    111 23 24.53471(W)     ADJUSTED  
 FQ0919* NAVD 88     -      1304.3    (meters)    4279.     (feet)  VERTCON   
 FQ0919  ___________________________________________________________________
 FQ0919  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FQ0919  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 FQ0919  HORZ ORDER  -  THIRD
 FQ0919
 FQ0919.The horizontal coordinates were established by classical geodetic methods
 FQ0919.and adjusted by the National Geodetic Survey in August 1993.
 FQ0919
 FQ0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0919
 FQ0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0919
 FQ0919.The geoid height was determined by GEOID03.
 FQ0919
 FQ0919;                    North         East     Units Scale Factor Converg.
 FQ0919;SPC AZ C     -   541,092.643   260,901.354   MT  0.99992784   +0 18 30.9
 FQ0919;SPC AZ C     - 1,775,238.33    855,975.57   iFT  0.99992784   +0 18 30.9
 FQ0919;UTM  12      - 3,970,474.521   464,782.624   MT  0.99961528   -0 13 43.1
 FQ0919
 FQ0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0919!SPC AZ C     -   0.99979912  x   0.99992784  =   0.99972697
 FQ0919!UTM  12      -   0.99979912  x   0.99961528  =   0.99941447
 FQ0919
 FQ0919|---------------------------------------------------------------------|
 FQ0919| PID    Reference Object                     Distance      Geod. Az  |
 FQ0919|                                                           dddmmss.s |
 FQ0919| CS3414 STRIKE RM 2                           9.403 METERS 08554     |
 FQ0919| CS3413 STRIKE RM 1                           9.199 METERS 17530     |
 FQ0919| FQ0575 PLAINS                              APPROX.17.3 KM 1903134.5 |
 FQ0919|---------------------------------------------------------------------|
 FQ0919
 FQ0919                          SUPERSEDED SURVEY CONTROL
 FQ0919
 FQ0919  NAD 83(1986)-  35 52 40.38765(N)    111 23 24.52907(W) AD(       ) 3
 FQ0919  NGVD 29 (02/23/90) 1303.4    (m)         4276.     (f) VERT ANG    3  
 FQ0919
 FQ0919.Superseded values are not recommended for survey control.
 FQ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0919.See file dsdata.txt to determine how the superseded data were derived.
 FQ0919
 FQ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6478370475(NAD 83)
 FQ0919_MARKER: DS = TRIANGULATION STATION DISK
 FQ0919_SETTING: 80 = SET IN A BOULDER
 FQ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0919+STABILITY: SURFACE MOTION
 FQ0919
 FQ0919  HISTORY     - Date     Condition        Report By
 FQ0919  HISTORY     - 1955     MONUMENTED       USGS
 FQ0919
 FQ0919                          STATION DESCRIPTION
 FQ0919
 FQ0919'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0919'LOCATED ABOUT 1.2 MI ENE. OF CAMERON, 1.1 MI E. OF U.S. HWY. 89.
 FQ0919'ON SMALL LONE GROUP OF GRAY AND YELLOW HILLS.
 FQ0919'
 FQ0919'TO REACH FROM CAMERON TRADING POST, DRIVE 0.9 MI N. ON U.S. HWY.
 FQ0919'89.  TURN RIGHT ON AIRPORT RD. 1.0 MI TO RD. FORKS AT SOUTH END OF
 FQ0919'GRADED RUNWAY.  TAKE RIGHT FORK 0.2 MI.  TURN S. 0.6 MI ON TRACK
 FQ0919'RD. TO URANIUM CLAIM POST.  TURN LEFT OFF RD. FOLLOWING RIDGE 0.3
 FQ0919'MI TOWARD TOP TO STATION.
 FQ0919'
 FQ0919'STATION MARK--STANDARD TABLET STAMPED--STRIKE 1955--,CEMENTED IN
 FQ0919'TOP OF BURIED SANDSTONE ROCK.
 FQ0919'
 FQ0919'RM 1--STANDARD RM TABLET STAMPED---STRIKE 1955 NO 1---, CEMENTED IN
 FQ0919'TOP OF BURIED SANDSTONE ROCK.
 FQ0919'
 FQ0919'RM 2--STANDARD RM TABLET STAMPED---STRIKE 1955 NO 2---, CEMENTED IN
 FQ0919'TOP OF BURIED SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0652 ***********************************************************************
 DV0652  DESIGNATION -  STRONG
 DV0652  PID         -  DV0652
 DV0652  STATE/COUNTY-  AZ/MARICOPA
 DV0652  USGS QUAD   -  PHOENIX (1982)
 DV0652
 DV0652                         *CURRENT SURVEY CONTROL
 DV0652  ___________________________________________________________________
 DV0652* NAD 83(1992)-  33 27 30.74318(N)    112 02 21.27343(W)     ADJUSTED  
 DV0652* NAVD 88     -       337.481  (meters)    1107.22   (feet)  ADJUSTED  
 DV0652  ___________________________________________________________________
 DV0652  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DV0652  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0652  DYNAMIC HT  -         337.091 (meters)    1105.94  (feet)  COMP
 DV0652  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0652
 DV0652  HORZ ORDER  -  FIRST
 DV0652  VERT ORDER  -  SECOND    CLASS 0
 DV0652
 DV0652.The horizontal coordinates were established by classical geodetic methods
 DV0652.and adjusted by the National Geodetic Survey in August 1993.
 DV0652
 DV0652.The orthometric height was determined by differential leveling
 DV0652.and adjusted in November 1993.
 DV0652
 DV0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0652
 DV0652.The geoid height was determined by GEOID03.
 DV0652
 DV0652.The dynamic height is computed by dividing the NAVD 88
 DV0652.geopotential number by the normal gravity value computed on the
 DV0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0652.degrees latitude (g = 980.6199 gals.).
 DV0652
 DV0652.The modeled gravity was interpolated from observed gravity values.
 DV0652
 DV0652;                    North         East     Units Scale Factor Converg.
 DV0652;SPC AZ C     -   272,609.156   201,965.640   MT  0.99990160   -0 04 03.3
 DV0652;SPC AZ C     -   894,386.99    662,616.93   iFT  0.99990160   -0 04 03.3
 DV0652;UTM  12      - 3,702,605.515   403,421.474   MT  0.99971499   -0 34 22.8
 DV0652
 DV0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0652!SPC AZ C     -   0.99995170  x   0.99990160  =   0.99985331
 DV0652!UTM  12      -   0.99995170  x   0.99971499  =   0.99966671
 DV0652
 DV0652:                Primary Azimuth Mark                     Grid Az
 DV0652:SPC AZ C     -  STRONG AZ MK                             088 06 19.9
 DV0652:UTM  12      -  STRONG AZ MK                             088 36 39.4
 DV0652
 DV0652|---------------------------------------------------------------------|
 DV0652| PID    Reference Object                     Distance      Geod. Az  |
 DV0652|                                                           dddmmss.s |
 DV0652| DV0655 STRONG AZ MK                                       0880216.6 |
 DV0652| DV0653 STRONG RM 1                          21.402 METERS 13653     |
 DV0652| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 3.4 KM 1391834.1 |
 DV0652| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 3.3 KM 2631623.4 |
 DV0652| DV0651 STRONG RM 2                          17.077 METERS 29031     |
 DV0652|---------------------------------------------------------------------|
 DV0652
 DV0652                          SUPERSEDED SURVEY CONTROL
 DV0652
 DV0652  NAD 83(1986)-  33 27 30.73744(N)    112 02 21.27876(W) AD(       ) 1
 DV0652  NAD 27      -  33 27 30.58050(N)    112 02 18.74720(W) AD(       ) 1
 DV0652  NGVD 29 (??/??/92)  337.061  (m)         1105.84   (f) ADJ UNCH    2 0
 DV0652
 DV0652.Superseded values are not recommended for survey control.
 DV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0652.See file dsdata.txt to determine how the superseded data were derived.
 DV0652
 DV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0342102606(NAD 83)
 DV0652_MARKER: DS = TRIANGULATION STATION DISK
 DV0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0652_STAMPING: STRONG 1962
 DV0652_MARK LOGO: CGS   
 DV0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0652+STABILITY: SURFACE MOTION
 DV0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0652+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DV0652
 DV0652  HISTORY     - Date     Condition        Report By
 DV0652  HISTORY     - 1962     MONUMENTED       CGS
 DV0652  HISTORY     - 1963     GOOD             CGS
 DV0652  HISTORY     - 1963     GOOD             NGS
 DV0652  HISTORY     - 1969     GOOD             AZHD
 DV0652  HISTORY     - 1979     GOOD             AZDT
 DV0652  HISTORY     - 20061203 GOOD             GEOCAC
 DV0652  HISTORY     - 20071002 GOOD             INDIV
 DV0652  HISTORY     - 20080429 GOOD             GEOCAC
 DV0652
 DV0652                          STATION DESCRIPTION
 DV0652
 DV0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0652'STATION IS LOCATED IN THE NORTHEAST SECTION OF PHOENIX AND
 DV0652'IN THE SOUTHWEST CORNER OF N 20TH AND E. ROOSEVELT STREET.
 DV0652'
 DV0652'TO REACH FROM THE JUNCTION OF CENTRAL AVENUE AND JEFFERSON
 DV0652'STREET IN THE BUSINESS SECTION OF PHOENIX, GO EAST ON E.
 DV0652'JEFFERSON STREET (ONE WAY STREET EAST) FOR 2.0 MILES TO N 20TH
 DV0652'STREET, TURN LEFT AND GO NORTH 0.85 MILE TO E. ROOSEVELT
 DV0652'STREET AND STATION AS DESCRIBED.
 DV0652'
 DV0652'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED STRONG 1962,
 DV0652'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DV0652'WITH THE GROUND.  THE MARK IS 70 FEET WEST OF THE CENTER OF
 DV0652'N 20TH STREET, 41.5 FEET SOUTH OF THE CENTER OF E. ROOSEVELT
 DV0652'STREET, 25.2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DV0652'IRRIGATION CONTROL GATE AND 22 FEET WEST OF A 15 INCH TREE.
 DV0652'
 DV0652'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED STRONG NO
 DV0652'1 1962, IS SET IN A DRILL HOLE IN THE WEST CURB OF N 20TH
 DV0652'STREET, 28 FEET WEST OF THE CENTER OF N 20TH STREET, 6.7 FEET
 DV0652'NORTH-NORTHEAST OF A BUS STOP SIGN AND 5.1 FEET EAST OF THE WEST
 DV0652'SIDE OF SIDEWALK.
 DV0652'
 DV0652'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED STRONG NO
 DV0652'2 1962, IS SET IN A DRILL HOLE IN THE SOUTH CURB OF E. ROOSEVELT
 DV0652'STREET, 22.5 FEET SOUTH OF THE CENTER OF E. ROOSEVELT STREET
 DV0652'AND 5.1 FEET NORTH OF THE SOUTH SIDE OF SIDEWALK.
 DV0652'
 DV0652'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED STRONG 1962, IS
 DV0652'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3
 DV0652'INCHES.  THE MARK IS 25 FEET NORTH OF THE CENTER OF E. ROOSEVELT
 DV0652'STREET, 19 FEET WEST OF THE CENTER OF DRIVEWAY TO HOUSE NO. 2204,
 DV0652'3 FEET WEST OF POWER POLE NO. 3207 AND 2.9 FEET SOUTH OF THE
 DV0652'WITNESS POST.
 DV0652'
 DV0652'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF N 20TH STREET
 DV0652'AND E. ROOSEVELT STREET AT STATION, GO EAST ON E. ROOSEVELT STREET
 DV0652'FOR 0.3 MILE TO AZIMUTH MARK ON LEFT.
 DV0652'
 DV0652'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 DV0652
 DV0652                          STATION RECOVERY (1963)
 DV0652
 DV0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0652'STATION WAS RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION
 DV0652'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 DV0652'TO ALL MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK CHECKED,
 DV0652'BUT BECAUSE THIS STATION WAS OCCUPIED LESS THAN ONE YEAR AGO
 DV0652'THE DIRECTION TO THE REFERENCE MARKS WAS NOT OBSERVED.
 DV0652
 DV0652                          STATION RECOVERY (1963)
 DV0652
 DV0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0652'IN PHOENIX.
 DV0652'2.0 MILES EAST ALONG ROOSEVELT STREET FROM THE INTERSECTION OF
 DV0652'ROOSEVELT STREET AND NORTH CENTRAL AVENUE IN PHOENIX, AT THE
 DV0652'INTERSECTION OF ROOSEVELT STREET AND NORTH 20TH STREET, 19.5 FEET
 DV0652'SOUTH OF THE SOUTH CURB OF ROOSEVELT STREET, 49 FEET WEST OF THE WEST
 DV0652'CURB OF NORTH 20TH STREET, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DV0652'OF AN IRRIGATION CONTROL BOX, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DV0652'STREET, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0652
 DV0652                          STATION RECOVERY (1969)
 DV0652
 DV0652'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0652'GENERAL LOCATION PHOENIX
 DV0652'
 DV0652'STATION MARK ALL MARKS RECOVERED AS DESCRIBED DESCRIPTION
 DV0652'IS ADEQUATE
 DV0652
 DV0652                          STATION RECOVERY (1979)
 DV0652
 DV0652'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0652'RECOVERED IN GOOD CONDITION.
 DV0652
 DV0652                          STATION RECOVERY (2006)
 DV0652
 DV0652'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0652'RECOVERED AS DESCRIBED, EXCEPT THAT THE TREE HAS BEEN REMOVED AND THE
 DV0652'MARK IS NOW ABOUT THREE INCHES BELOW GROUND LEVEL.
 DV0652
 DV0652                          STATION RECOVERY (2007)
 DV0652
 DV0652'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MLB)
 DV0652'MARK FOUND ABOUT 8 INCHES BELOW GRADE. IDENTIFIED FROM SLIGHT
 DV0652'DEPRESSION, NO WITNESS POST PRESENT. REQUIRED SOME DIGGING TO RECOVER
 DV0652'MARK. GPS OBSERVATION INDICATES GREATER THAN 1 CM VERTICAL MOTION ON
 DV0652'THIS STATION
 DV0652
 DV0652                          STATION RECOVERY (2008)
 DV0652
 DV0652'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0652'THE STATION MARK IS IN GOOD CONDITION. ADD TO DESCRIPTION, IT IS ABOUT
 DV0652'0.6 FOOT BELOW THE SURFACE AND THE DISK IS STAMPED STRONG 1962 1964.
 DV0652'THE STATION MARK IS IN THE NORTHEAST CORNER OF EDISON PARK, A PHOENIX
 DV0652'CITY PARK. REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION. MEASUREMENTS
 DV0652'FOR THE AZIMUTH FELL UNDER A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0655 ***********************************************************************
 DV0655  DESIGNATION -  STRONG AZ MK
 DV0655  PID         -  DV0655
 DV0655  STATE/COUNTY-  AZ/MARICOPA
 DV0655  USGS QUAD   -  PHOENIX (1982)
 DV0655
 DV0655                         *CURRENT SURVEY CONTROL
 DV0655  ___________________________________________________________________
 DV0655* NAD 83(1986)-  33 27 32.     (N)    112 02 03.     (W)     SCALED    
 DV0655* NAVD 88     -       339.164  (meters)    1112.74   (feet)  ADJUSTED  
 DV0655  ___________________________________________________________________
 DV0655  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0655  DYNAMIC HT  -         338.772 (meters)    1111.45  (feet)  COMP
 DV0655  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 DV0655
 DV0655  VERT ORDER  -  SECOND    CLASS 0
 DV0655
 DV0655.The horizontal coordinates were scaled from a topographic map and have
 DV0655.an estimated accuracy of +/- 6 seconds.
 DV0655
 DV0655.The orthometric height was determined by differential leveling
 DV0655.and adjusted in November 1993.
 DV0655
 DV0655.The geoid height was determined by GEOID03.
 DV0655
 DV0655.The dynamic height is computed by dividing the NAVD 88
 DV0655.geopotential number by the normal gravity value computed on the
 DV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0655.degrees latitude (g = 980.6199 gals.).
 DV0655
 DV0655.The modeled gravity was interpolated from observed gravity values.
 DV0655
 DV0655;                    North         East    Units  Estimated Accuracy
 DV0655;SPC AZ C     -   272,650.      202,440.      MT  (+/- 180 meters Scaled)
 DV0655
 DV0655                          SUPERSEDED SURVEY CONTROL
 DV0655
 DV0655  NGVD 29 (??/??/92)  338.499  (m)         1110.56   (f) ADJ UNCH    2 0
 DV0655
 DV0655.Superseded values are not recommended for survey control.
 DV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0655.See file dsdata.txt to determine how the superseded data were derived.
 DV0655
 DV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC038026(NAD 83)
 DV0655_MARKER: DZ = AZIMUTH MARK DISK
 DV0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0655_STAMPING: STRONG 1962
 DV0655_MARK LOGO: CGS   
 DV0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0655+STABILITY: SURFACE MOTION
 DV0655
 DV0655  HISTORY     - Date     Condition        Report By
 DV0655  HISTORY     - 1962     MONUMENTED       CGS
 DV0655  HISTORY     - 1963     GOOD             NGS
 DV0655  HISTORY     - 1979     GOOD             AZDT
 DV0655  HISTORY     - 20070313 MARK NOT FOUND   GEOCAC
 DV0655  HISTORY     - 20080429 MARK NOT FOUND   GEOCAC
 DV0655
 DV0655                          STATION DESCRIPTION
 DV0655
 DV0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0655'IN PHOENIX.
 DV0655'2.3 MILES EAST ALONG ROOSEVELT STREET FROM THE INTERSECTION OF
 DV0655'ROOSEVELT STREET AND NORTH CENTRAL AVENUE IN PHOENIX, ABOUT 0.3 MILE
 DV0655'EAST OF THE INTERSECTION OF ROOSEVELT STREET AND NORTH 20TH STREET, AT
 DV0655'HOUSE NO. 2204 NORTH OF THE STREET, 24 FEET NORTH OF THE CENTER OF THE
 DV0655'STREET, 43 FEET SOUTHWEST OF HOUSE NO. 2204, 3 FEET WEST OF POWER POLE
 DV0655'NO. 3207, 7 FEET SOUTH OF A FENCE, 2.9 FEET SOUTH OF A METAL WITNESS
 DV0655'POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF
 DV0655'A CONCRETE POST PROJECTING 2 INCHES.
 DV0655
 DV0655                          STATION RECOVERY (1979)
 DV0655
 DV0655'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0655'RECOVERED IN GOOD CONDITION.
 DV0655
 DV0655                          STATION RECOVERY (2007)
 DV0655
 DV0655'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0655'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE ROAD HAS BEEN
 DV0655'WIDENED, AND A SIDEWALK INSTALLED.
 DV0655
 DV0655                          STATION RECOVERY (2008)
 DV0655
 DV0655'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0655'MEASUREMENTS FELL UNDER THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0653 ***********************************************************************
 DV0653  DESIGNATION -  STRONG RM 1
 DV0653  PID         -  DV0653
 DV0653  STATE/COUNTY-  AZ/MARICOPA
 DV0653  USGS QUAD   -  PHOENIX (1982)
 DV0653
 DV0653                         *CURRENT SURVEY CONTROL
 DV0653  ___________________________________________________________________
 DV0653* NAD 83(1986)-  33 27 30.     (N)    112 02 21.     (W)     SCALED    
 DV0653* NAVD 88     -       337.641  (meters)    1107.74   (feet)  ADJUSTED  
 DV0653  ___________________________________________________________________
 DV0653  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0653  DYNAMIC HT  -         337.250 (meters)    1106.46  (feet)  COMP
 DV0653  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0653
 DV0653  VERT ORDER  -  SECOND    CLASS 0
 DV0653
 DV0653.The horizontal coordinates were scaled from a topographic map and have
 DV0653.an estimated accuracy of +/- 6 seconds.
 DV0653
 DV0653.The orthometric height was determined by differential leveling
 DV0653.and adjusted in November 1993.
 DV0653
 DV0653.The geoid height was determined by GEOID03.
 DV0653
 DV0653.The dynamic height is computed by dividing the NAVD 88
 DV0653.geopotential number by the normal gravity value computed on the
 DV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0653.degrees latitude (g = 980.6199 gals.).
 DV0653
 DV0653.The modeled gravity was interpolated from observed gravity values.
 DV0653
 DV0653;                    North         East    Units  Estimated Accuracy
 DV0653;SPC AZ C     -   272,590.      201,970.      MT  (+/- 180 meters Scaled)
 DV0653
 DV0653                          SUPERSEDED SURVEY CONTROL
 DV0653
 DV0653  NGVD 29 (??/??/92)  336.976  (m)         1105.56   (f) ADJ UNCH    2 0
 DV0653
 DV0653.Superseded values are not recommended for survey control.
 DV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0653.See file dsdata.txt to determine how the superseded data were derived.
 DV0653
 DV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034025(NAD 83)
 DV0653_MARKER: DR = REFERENCE MARK DISK
 DV0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0653_SP_SET: CURB
 DV0653_STAMPING: STRONG NO 1 1962
 DV0653_MARK LOGO: CGS   
 DV0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0653+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DV0653
 DV0653  HISTORY     - Date     Condition        Report By
 DV0653  HISTORY     - 1962     MONUMENTED       CGS
 DV0653  HISTORY     - 1963     GOOD             NGS
 DV0653  HISTORY     - 1979     GOOD             AZDT
 DV0653  HISTORY     - 20061203 GOOD             GEOCAC
 DV0653  HISTORY     - 20080429 GOOD             GEOCAC
 DV0653
 DV0653                          STATION DESCRIPTION
 DV0653
 DV0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0653'IN PHOENIX.
 DV0653'2.0 MILES EAST ALONG ROOSEVELT STREET FROM THE INTERSECTION OF
 DV0653'ROOSEVELT STREET AND NORTH CENTRAL AVENUE IN PHOENIX, AT THE
 DV0653'INTERSECTION OF ROOSEVELT STREET AND NORTH 20TH STREET, 70.2 FEET
 DV0653'SOUTHEAST OF TRIANGULATION STRONG, 29 FEET WEST OF THE CENTER OF NORTH
 DV0653'20TH STREET, 71 FEET SOUTH OF THE SOUTH CURB OF ROOSEVELT STREET, 64
 DV0653'FEET SOUTH-SOUTHEAST OF AN IRRIGATION CONTROL BOX, AND SET IN TOP OF
 DV0653'THE WEST CONCRETE CURB OF NORTH 20TH STREET.
 DV0653
 DV0653                          STATION RECOVERY (1979)
 DV0653
 DV0653'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0653'RECOVERED IN GOOD CONDITION.
 DV0653
 DV0653                          STATION RECOVERY (2006)
 DV0653
 DV0653'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0653'RECOVERED IN GOOD CONDITION.
 DV0653
 DV0653                          STATION RECOVERY (2008)
 DV0653
 DV0653'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0651 ***********************************************************************
 DV0651  DESIGNATION -  STRONG RM 2
 DV0651  PID         -  DV0651
 DV0651  STATE/COUNTY-  AZ/MARICOPA
 DV0651  USGS QUAD   -  PHOENIX (1982)
 DV0651
 DV0651                         *CURRENT SURVEY CONTROL
 DV0651  ___________________________________________________________________
 DV0651* NAD 83(1986)-  33 27 30.     (N)    112 02 21.     (W)     SCALED    
 DV0651* NAVD 88     -       337.590  (meters)    1107.58   (feet)  ADJUSTED  
 DV0651  ___________________________________________________________________
 DV0651  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0651  DYNAMIC HT  -         337.200 (meters)    1106.30  (feet)  COMP
 DV0651  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0651
 DV0651  VERT ORDER  -  SECOND    CLASS 0
 DV0651
 DV0651.The horizontal coordinates were scaled from a topographic map and have
 DV0651.an estimated accuracy of +/- 6 seconds.
 DV0651
 DV0651.The orthometric height was determined by differential leveling
 DV0651.and adjusted in November 1993.
 DV0651
 DV0651.The geoid height was determined by GEOID03.
 DV0651
 DV0651.The dynamic height is computed by dividing the NAVD 88
 DV0651.geopotential number by the normal gravity value computed on the
 DV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0651.degrees latitude (g = 980.6199 gals.).
 DV0651
 DV0651.The modeled gravity was interpolated from observed gravity values.
 DV0651
 DV0651;                    North         East    Units  Estimated Accuracy
 DV0651;SPC AZ C     -   272,590.      201,970.      MT  (+/- 180 meters Scaled)
 DV0651
 DV0651                          SUPERSEDED SURVEY CONTROL
 DV0651
 DV0651  NGVD 29 (??/??/92)  336.927  (m)         1105.40   (f) ADJ UNCH    2 0
 DV0651
 DV0651.Superseded values are not recommended for survey control.
 DV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0651.See file dsdata.txt to determine how the superseded data were derived.
 DV0651
 DV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC034025(NAD 83)
 DV0651_MARKER: DR = REFERENCE MARK DISK
 DV0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0651_SP_SET: CURB
 DV0651_STAMPING: STRONG NO 2 1962
 DV0651_MARK LOGO: CGS   
 DV0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0651+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 DV0651
 DV0651  HISTORY     - Date     Condition        Report By
 DV0651  HISTORY     - 1962     MONUMENTED       CGS
 DV0651  HISTORY     - 1963     GOOD             NGS
 DV0651  HISTORY     - 1979     GOOD             AZDT
 DV0651  HISTORY     - 20061203 GOOD             GEOCAC
 DV0651  HISTORY     - 20080429 GOOD             GEOCAC
 DV0651
 DV0651                          STATION DESCRIPTION
 DV0651
 DV0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0651'IN PHOENIX.
 DV0651'2.0 MILES EAST ALONG ROOSEVELT STREET FROM THE INTERSECTION OF
 DV0651'ROOSEVELT STREET AND NORTH CENTRAL AVENUE IN PHOENIX, AT THE
 DV0651'INTERSECTION OF ROOSEVELT STREET AND NORTH 20TH STREET, 56.0 FEET
 DV0651'NORTHWEST OF TRIANGULATION STATION STRONG, 105 FEET WEST OF THE WEST
 DV0651'CURB OF NORTH 29TH STREET, 76.5 FEET WEST OF AN IRRIGATION CONTROL
 DV0651'BOX, AND SET IN TOP OF THE SOUTH CONCRETE CURB OF ROOSEVELT STREET.
 DV0651
 DV0651                          STATION RECOVERY (1979)
 DV0651
 DV0651'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0651'RECOVERED IN GOOD CONDITION.
 DV0651
 DV0651                          STATION RECOVERY (2006)
 DV0651
 DV0651'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0651'RECOVERED IN GOOD CONDITION.
 DV0651
 DV0651                          STATION RECOVERY (2008)
 DV0651
 DV0651'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0943 ***********************************************************************
 FR0943  DESIGNATION -  STROTJOST
 FR0943  PID         -  FR0943
 FR0943  STATE/COUNTY-  AZ/YAVAPAI
 FR0943  USGS QUAD   -  ANVIL ROCK RANCH (1980)
 FR0943
 FR0943                         *CURRENT SURVEY CONTROL
 FR0943  ___________________________________________________________________
 FR0943* NAD 83(1992)-  35 03 32.95717(N)    113 07 42.76407(W)     ADJUSTED  
 FR0943* NAVD 88     -      1600.7    (meters)    5252.     (feet)  VERTCON   
 FR0943  ___________________________________________________________________
 FR0943  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 FR0943  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FR0943  HORZ ORDER  -  SECOND
 FR0943
 FR0943.The horizontal coordinates were established by classical geodetic methods
 FR0943.and adjusted by the National Geodetic Survey in August 1993.
 FR0943
 FR0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0943
 FR0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0943
 FR0943.The geoid height was determined by GEOID03.
 FR0943
 FR0943;                    North         East     Units Scale Factor Converg.
 FR0943;SPC AZ C     -   450,807.846   102,817.697   MT  1.00005055   -0 41 46.3
 FR0943;SPC AZ C     - 1,479,028.37    337,328.40   iFT  1.00005055   -0 41 46.3
 FR0943;UTM  12      - 3,881,674.823   305,891.270   MT  1.00006438   -1 13 23.0
 FR0943
 FR0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0943!SPC AZ C     -   0.99975296  x   1.00005055  =   0.99980350
 FR0943!UTM  12      -   0.99975296  x   1.00006438  =   0.99981733
 FR0943
 FR0943|---------------------------------------------------------------------|
 FR0943| PID    Reference Object                     Distance      Geod. Az  |
 FR0943|                                                           dddmmss.s |
 FR0943| CH3435 STROTJOST RM 1                        9.140 METERS 00357     |
 FR0943| CH3436 STROTJOST RM 2                       17.084 METERS 08829     |
 FR0943| FR0942 T19N R8W SECS 4 5 1/4 COR            20.193 METERS 27208     |
 FR0943| CH3434 STROTJOST AZ MK                                    3585143.2 |
 FR0943|---------------------------------------------------------------------|
 FR0943
 FR0943                          SUPERSEDED SURVEY CONTROL
 FR0943
 FR0943  NAD 83(1986)-  35 03 32.95678(N)    113 07 42.76971(W) AD(       ) 2
 FR0943  NAD 27      -  35 03 32.91500(N)    113 07 40.03300(W) AD(       ) 2
 FR0943  NGVD 29 (07/19/86) 1599.7    (m)         5248.     (f) VERT ANG    3  
 FR0943
 FR0943.Superseded values are not recommended for survey control.
 FR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0943.See file dsdata.txt to determine how the superseded data were derived.
 FR0943
 FR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0589181675(NAD 83)
 FR0943_MARKER: DS = TRIANGULATION STATION DISK
 FR0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0943
 FR0943  HISTORY     - Date     Condition        Report By
 FR0943  HISTORY     - 1944     MONUMENTED       CGS
 FR0943  HISTORY     - 1955     GOOD             CGS
 FR0943  HISTORY     - 1972     GOOD             AZHD
 FR0943
 FR0943                          STATION DESCRIPTION
 FR0943
 FR0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0943'STATION IS LOCATED ABOUT 52 MILES (AIR LINE) NW OF PRESCOTT,
 FR0943'ABOUT 24 MILES (AIR LINE) SW OF SELIGMAN, ABOUT 1/4 MILE N OF
 FR0943'THE STROTJOST RANCH BUIDINGS, JUST E OF THE SELIGMAN-ANVIL
 FR0943'ROCK ROAD, ON NEARLY LEVEL FARM LAND SURROUNDED BY GENTLY
 FR0943'ROLLING HILLS.  IT IS 264 FEET SSW OF A NW FENCE CORNER IN THE
 FR0943'FENCE WHICH RUNS N AND S 57-1/2 FEET E OF THE STATION, 124
 FR0943'FEET E OF GRADED ROAD, 69 FEET E OF FENCE CORENR AT THE END
 FR0943'OF SWINGING WIRE GATE ON TRACK ROAD TO THE STATION, AND
 FR0943'13.2 FEET SSW OF A 4- BY 4-INCH WHITE WITNESS POST.
 FR0943'
 FR0943'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 FR0943'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED
 FR0943'STROTJOST 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 FR0943'
 FR0943'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 FR0943'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED
 FR0943'STROTJOST NO 1 1944.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION
 FR0943'THAN THE STATION MARK.
 FR0943'
 FR0943'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 FR0943'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND AND IS STAMPED
 FR0943'STROTJOST NO 2 1944.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION
 FR0943'THAN THE STATION MARK AND 1.4 FEET W OF N-S FENCE.
 FR0943'
 FR0943'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 FR0943'FLUSH WITH THE GROUND AND IS STAMPED STROTJOST 1944.  IT IS 36
 FR0943'FEET E OF THE CENTER LINE OF GRADED ROAD AND 2.7 FEET E OF A
 FR0943'4-BY 4-INCH WHITE WITNESS POST.
 FR0943'
 FR0943'TO REACH STATION FROM THE POST OFFICE IN SELIGMAN, GO W ON
 FR0943'U.S. HIGHWAY 66 FOR 2.9 MILES TO A DIRT ROAD LEFT.  TURN LEFT
 FR0943'OFF THE HIGHWAY, CROSS THE RAILROAD TRACKS, AND FOLLOW GRADED
 FR0943'ROAD SW FOR 10.5 MILES TO FORKS AND SIGN AIRPORT 5 MI.  TAKE
 FR0943'THE LEFT FORK AND FOLLOW THE GRADED ROAD S FOR 16.7 MILES TO
 FR0943'THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.65 MILE TO A TRACK
 FR0943'ROAD LEFT, THENCE 0.05 MILE ON THE LEFT TRACK TO A WIRE GATE
 FR0943'AND THE STATION 69 FEET E OF THE FENCE CORNER ON THE LEFT.
 FR0943
 FR0943                          STATION RECOVERY (1955)
 FR0943
 FR0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0943'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FR0943'IN GOOD CONDITION AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 FR0943'IS COMPLETE AND ADEQUATE.
 FR0943
 FR0943                          STATION RECOVERY (1972)
 FR0943
 FR0943'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 FR0943'GENERAL LOCATION 24 MILES SW OF SELIGMAN.  TO REACH, STATION MARK,
 FR0943'REFERENCE MARKS, AND AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0952 ***********************************************************************
 DU0952  DESIGNATION -  STUART
 DU0952  PID         -  DU0952
 DU0952  STATE/COUNTY-  AZ/MARICOPA
 DU0952  USGS QUAD   -  TEMPE (1982)
 DU0952
 DU0952                         *CURRENT SURVEY CONTROL
 DU0952  ___________________________________________________________________
 DU0952* NAD 83(1992)-  33 26 54.75989(N)    111 58 11.51757(W)     ADJUSTED  
 DU0952* NAVD 88     -       368.830  (meters)    1210.07   (feet)  ADJUSTED  
 DU0952  ___________________________________________________________________
 DU0952  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DU0952  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0952  DYNAMIC HT  -         368.405 (meters)    1208.68  (feet)  COMP
 DU0952  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 DU0952
 DU0952  HORZ ORDER  -  SECOND
 DU0952  VERT ORDER  -  SECOND    CLASS 0
 DU0952
 DU0952.The horizontal coordinates were established by classical geodetic methods
 DU0952.and adjusted by the National Geodetic Survey in August 1993.
 DU0952
 DU0952.The orthometric height was determined by differential leveling
 DU0952.and adjusted in November 1993.
 DU0952
 DU0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0952
 DU0952.The geoid height was determined by GEOID03.
 DU0952
 DU0952.The dynamic height is computed by dividing the NAVD 88
 DU0952.geopotential number by the normal gravity value computed on the
 DU0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0952.degrees latitude (g = 980.6199 gals.).
 DU0952
 DU0952.The modeled gravity was interpolated from observed gravity values.
 DU0952
 DU0952;                    North         East     Units Scale Factor Converg.
 DU0952;SPC AZ C     -   271,495.202   208,414.155   MT  0.99990030   -0 01 45.6
 DU0952;SPC AZ C     -   890,732.29    683,773.47   iFT  0.99990030   -0 01 45.6
 DU0952;UTM  12      - 3,701,434.954   409,858.668   MT  0.99970018   -0 32 04.6
 DU0952
 DU0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0952!SPC AZ C     -   0.99994677  x   0.99990030  =   0.99984707
 DU0952!UTM  12      -   0.99994677  x   0.99970018  =   0.99964696
 DU0952
 DU0952:                Primary Azimuth Mark                     Grid Az
 DU0952:SPC AZ C     -  TEMPE SALT R PROJECT RAD MAST            102 04 29.3
 DU0952:UTM  12      -  TEMPE SALT R PROJECT RAD MAST            102 34 48.3
 DU0952
 DU0952|---------------------------------------------------------------------|
 DU0952| PID    Reference Object                     Distance      Geod. Az  |
 DU0952|                                                           dddmmss.s |
 DU0952| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 2.8 KM 1020243.7 |
 DU0952| CH5512 STUART AZ MK                                       1194034.6 |
 DU0952| DU2174 TEMPE SALT R PROJECT RADIO TWR      APPROX. 3.9 KM 1252247.5 |
 DU0952| DU0953 STUART RM 1                          14.684 METERS 13759     |
 DU0952| DU2185 PHOENIX CUDAHY PACKING CO TANK      APPROX. 1.1 KM 2781015.8 |
 DU0952| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 4.5 KM 3164025.1 |
 DU0952| DU0951 STUART RM 2                          12.411 METERS 35125     |
 DU0952|---------------------------------------------------------------------|
 DU0952
 DU0952                          SUPERSEDED SURVEY CONTROL
 DU0952
 DU0952  NAD 83(1986)-  33 26 54.75378(N)    111 58 11.52277(W) AD(       ) 2
 DU0952  NAD 27      -  33 26 54.59370(N)    111 58 08.99470(W) AD(       ) 2
 DU0952  NGVD 29 (??/??/92)  368.168  (m)         1207.90   (f) ADJ UNCH    2 0
 DU0952
 DU0952.Superseded values are not recommended for survey control.
 DU0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0952.See file dsdata.txt to determine how the superseded data were derived.
 DU0952
 DU0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0985901435(NAD 83)
 DU0952_MARKER: DE = TRAVERSE STATION DISK
 DU0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0952_STAMPING: STUART 1963
 DU0952_MARK LOGO: CGS   
 DU0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0952+STABILITY: SURFACE MOTION
 DU0952
 DU0952  HISTORY     - Date     Condition        Report By
 DU0952  HISTORY     - 1963     MONUMENTED       CGS
 DU0952  HISTORY     - 1963     GOOD             CGS
 DU0952  HISTORY     - 1982     GOOD             AZDT
 DU0952  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0952
 DU0952                          STATION DESCRIPTION
 DU0952
 DU0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU0952'THE STATION IS LOCATED ABOUT 6 MILES EAST OF THE CENTER OF
 DU0952'PHOENIX, ABOUT 1/2 MILE EAST OF 48TH STREET AND ABOUT 1/4
 DU0952'MILE SOUTH OF EAST VAN BUREN STREET.
 DU0952'
 DU0952'TO REACH THE STATION FROM THE INTERSECTION OF EAST VAN BUREN
 DU0952'STREET AND NORTH 48TH STREET, GO EAST ON EAST VAN BUREN STREET
 DU0952'FOR 0.5 MILE TO 52ND STREET ON LEFT AND THE HILLTOP MOTEL
 DU0952'ON RIGHT, TURN RIGHT, GO SOUTH, PASSING THROUGH MOTEL DRIVEWAY
 DU0952'THENCE TRACK ROAD FOR 0.2 MILE TO TOP OF SMALL KNOLL AND STATION.
 DU0952'
 DU0952'STATION, A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 DU0952'CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED STUART 1963.
 DU0952'THE MARK IS 13 FEET WEST OF CENTER OF TRACK ROAD AND 7 FEET EAST
 DU0952'OF A CONCRETE BLOCK FENCE.
 DU0952'
 DU0952'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DU0952'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES AND STAMPED
 DU0952'STUART NO 1 1963.  THE MARK IS 40 FEET EAST OF A CONCRETE
 DU0952'BLOCK FENCE AND 17 FEE EAST OF CENTER OF TRACK ROAD.
 DU0952'
 DU0952'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DU0952'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 INCH AND STAMPED
 DU0952'STUART NO 2 1963.  THE MARK IS 12 FEET WEST OF CENTER OF TRACK
 DU0952'ROAD AND 1 FOOT EAST OF A CONCRETE BLOCK FENCE.
 DU0952'
 DU0952'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 DU0952'IN THE SOUTH CURBING OF EAST WASHINGTON STREET AND STAMPED
 DU0952'STUART 1963.  THE MARK IS 51 FEET NORTHEAST OF THE NORTHEAST
 DU0952'CORNER OF THE ALLIED SHOE COMPANY OFFICE BUILDING, 35 FEET
 DU0952'SOUTH OF CENTER OF EAST WASHINGTON STREET AND 22.5 FEET WEST OF
 DU0952'A POWER POLE.
 DU0952'
 DU0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRACK
 DU0952'ROAD FOR 0.15 MILE TO EAST WASHINGTON STREET, TURN LEFT, GO
 DU0952'EAST ON EAST WASHINGTON STREET FOR 0.4 MILE TO THE ALLIED
 DU0952'SHOE COMPANY OFFICE BUILDING AND MARK ON RIGHT.
 DU0952
 DU0952                          STATION RECOVERY (1963)
 DU0952
 DU0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DU0952'IN PHOENIX.
 DU0952'1.0 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0952'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0952'0.15 MILE SOUTH THROUGH THE HILL TOP MOTEL DRIVEWAY AND ON A TRACK
 DU0952'ROAD ALONG THE EAST SIDE OF A STONE AND CONCRETE BLOCK FENCE, THIS IS
 DU0952'ABOUT 0.15 MILE NORTH OF EAST WASHINGTON STREET, AND ABOUT 0.25 MILE
 DU0952'EAST OF A LARGE 4 STORY HOUSE THAT IS ON A HIGH KNOLL OR HILL, 12.5
 DU0952'FEET WEST OF THE CENTER OF THE ROAD, 7 FEET EAST OF THE FENCE, ABOUT
 DU0952'LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH
 DU0952'WITH THE GROUND.  NOTE-- RM 1 IS 48.2 FEET SOUTHEAST OF TRAVERSE
 DU0952'STATION STUART, 17 FEET EAST OF THE CENTER OF THE ROAD, 39.5 FEET EAST
 DU0952'OF THE FENCE, AND IS A C AND GS REFERENCE MARK DISK STAMPED STUART NO
 DU0952'1 1963, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. RM 2 IS
 DU0952'40.7 FEET NORTH OF TRAVERSE STATION STUART, 11.5 FEET WEST OF THE
 DU0952'CENTER OF THE ROAD, 1 FOOT EAST OF THE FENCE, AND IS A C AND GS
 DU0952'REFERENCE MARK DISK STAMPED STUART NO 2 1963, SET IN TOP OF A ROCK
 DU0952'OUTCROP ABOUT FLUSH WITH THE GROUND.
 DU0952
 DU0952                          STATION RECOVERY (1982)
 DU0952
 DU0952'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0952'RECOVERED IN GOOD CONDITION.
 DU0952
 DU0952                          STATION RECOVERY (2006)
 DU0952
 DU0952'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0953 ***********************************************************************
 DU0953  DESIGNATION -  STUART RM 1
 DU0953  PID         -  DU0953
 DU0953  STATE/COUNTY-  AZ/MARICOPA
 DU0953  USGS QUAD   -  TEMPE (1982)
 DU0953
 DU0953                         *CURRENT SURVEY CONTROL
 DU0953  ___________________________________________________________________
 DU0953* NAD 83(1986)-  33 26 54.     (N)    111 58 11.     (W)     SCALED    
 DU0953* NAVD 88     -       368.127  (meters)    1207.76   (feet)  ADJUSTED  
 DU0953  ___________________________________________________________________
 DU0953  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0953  DYNAMIC HT  -         367.703 (meters)    1206.37  (feet)  COMP
 DU0953  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 DU0953
 DU0953  VERT ORDER  -  SECOND    CLASS 0
 DU0953
 DU0953.The horizontal coordinates were scaled from a topographic map and have
 DU0953.an estimated accuracy of +/- 6 seconds.
 DU0953
 DU0953.The orthometric height was determined by differential leveling
 DU0953.and adjusted in November 1993.
 DU0953
 DU0953.The geoid height was determined by GEOID03.
 DU0953
 DU0953.The dynamic height is computed by dividing the NAVD 88
 DU0953.geopotential number by the normal gravity value computed on the
 DU0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0953.degrees latitude (g = 980.6199 gals.).
 DU0953
 DU0953.The modeled gravity was interpolated from observed gravity values.
 DU0953
 DU0953;                    North         East    Units  Estimated Accuracy
 DU0953;SPC AZ C     -   271,470.      208,430.      MT  (+/- 180 meters Scaled)
 DU0953
 DU0953                          SUPERSEDED SURVEY CONTROL
 DU0953
 DU0953  NGVD 29 (??/??/92)  367.466  (m)         1205.59   (f) ADJ UNCH    2 0
 DU0953
 DU0953.Superseded values are not recommended for survey control.
 DU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0953.See file dsdata.txt to determine how the superseded data were derived.
 DU0953
 DU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098014(NAD 83)
 DU0953_MARKER: DR = REFERENCE MARK DISK
 DU0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0953_STAMPING: STUART NO 1 1963
 DU0953_MARK LOGO: CGS   
 DU0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0953+STABILITY: SURFACE MOTION
 DU0953
 DU0953  HISTORY     - Date     Condition        Report By
 DU0953  HISTORY     - 1963     MONUMENTED       CGS
 DU0953  HISTORY     - 1982     GOOD             AZDT
 DU0953  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0953
 DU0953                          STATION DESCRIPTION
 DU0953
 DU0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0953'IN PHOENIX.
 DU0953'1.0 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0953'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0953'0.15 MILE SOUTH THROUGH THE HILL TOP MOTEL DRIVEWAY AND ON A TRACK
 DU0953'ROAD ALONG THE EAST SIDE OF A STONE AND CONCRETE BLOCK FENCE, THIS IS
 DU0953'ABOUT 0.15 MILE NORTH OF EAST WASHINGTON STREET, AND ABOUT 0.25 MILE
 DU0953'EAST OF A LARGE 4-STORY HOUSE THAT IS ON A HIGH KNOLL OR HILL, 48.2
 DU0953'FEET SOUTHEAST OF TRAVERSE STATION STUART, 17 FEET EAST OF THE CENTER
 DU0953'OF THE ROAD, 39.5 FEET EAST OF THE FENCE, AND SET IN TOP OF A CONCRETE
 DU0953'POST PROJECTING 2 INCHES.
 DU0953
 DU0953                          STATION RECOVERY (1982)
 DU0953
 DU0953'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0953'RECOVERED IN GOOD CONDITION.
 DU0953
 DU0953                          STATION RECOVERY (2006)
 DU0953
 DU0953'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0951 ***********************************************************************
 DU0951  DESIGNATION -  STUART RM 2
 DU0951  PID         -  DU0951
 DU0951  STATE/COUNTY-  AZ/MARICOPA
 DU0951  USGS QUAD   -  TEMPE (1982)
 DU0951
 DU0951                         *CURRENT SURVEY CONTROL
 DU0951  ___________________________________________________________________
 DU0951* NAD 83(1986)-  33 26 54.     (N)    111 58 11.     (W)     SCALED    
 DU0951* NAVD 88     -       368.472  (meters)    1208.90   (feet)  ADJUSTED  
 DU0951  ___________________________________________________________________
 DU0951  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU0951  DYNAMIC HT  -         368.048 (meters)    1207.50  (feet)  COMP
 DU0951  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 DU0951
 DU0951  VERT ORDER  -  SECOND    CLASS 0
 DU0951
 DU0951.The horizontal coordinates were scaled from a topographic map and have
 DU0951.an estimated accuracy of +/- 6 seconds.
 DU0951
 DU0951.The orthometric height was determined by differential leveling
 DU0951.and adjusted in November 1993.
 DU0951
 DU0951.The geoid height was determined by GEOID03.
 DU0951
 DU0951.The dynamic height is computed by dividing the NAVD 88
 DU0951.geopotential number by the normal gravity value computed on the
 DU0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0951.degrees latitude (g = 980.6199 gals.).
 DU0951
 DU0951.The modeled gravity was interpolated from observed gravity values.
 DU0951
 DU0951;                    North         East    Units  Estimated Accuracy
 DU0951;SPC AZ C     -   271,470.      208,430.      MT  (+/- 180 meters Scaled)
 DU0951
 DU0951                          SUPERSEDED SURVEY CONTROL
 DU0951
 DU0951  NGVD 29 (??/??/92)  367.811  (m)         1206.73   (f) ADJ UNCH    2 0
 DU0951
 DU0951.Superseded values are not recommended for survey control.
 DU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0951.See file dsdata.txt to determine how the superseded data were derived.
 DU0951
 DU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC098014(NAD 83)
 DU0951_MARKER: DR = REFERENCE MARK DISK
 DU0951_SETTING: 66 = SET IN ROCK OUTCROP
 DU0951_SP_SET: ROCK OUTCROP
 DU0951_STAMPING: STUART NO 2 1963
 DU0951_MARK LOGO: CGS   
 DU0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0951+STABILITY: POSITION/ELEVATION WELL
 DU0951
 DU0951  HISTORY     - Date     Condition        Report By
 DU0951  HISTORY     - 1963     MONUMENTED       CGS
 DU0951  HISTORY     - 1982     GOOD             AZDT
 DU0951  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0951
 DU0951                          STATION DESCRIPTION
 DU0951
 DU0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DU0951'IN PHOENIX.
 DU0951'1.0 MILE SOUTH ALONG NORTH 52ND STREET FROM THE INTERSECTION OF NORTH
 DU0951'52ND STREET AND EAST MCDOWELL ROAD IN THE EAST PART OF PHOENIX, THENCE
 DU0951'0.15 MILE SOUTH THROUGH THE HILL TOP MOTEL DRIVEWAY AND ON A TRACK
 DU0951'ROAD ALONG THE EAST SIDE OF A STONE AND CONCRETE BLOCK FENCE, THIS IS
 DU0951'ABOUT 0.15 MILE NORTH OF EAST WASHINGTON STREET, AND ABOUT 0.25 MILE
 DU0951'EAST OF A LARGE 4-STORY HOUSE THAT IS ON A HIGH KNOLL OR HILL, 40.7
 DU0951'FEET NORTH OF TRAVERSE STATION STUART, 11.5 FEET WEST OF THE CENTER OF
 DU0951'THE ROAD, 1 FOOT EAST OF THE FENCE, AND SET IN TOP OF A ROCK OUTCROP
 DU0951'ABOUT FLUSH WITH THE GROUND.
 DU0951
 DU0951                          STATION RECOVERY (1982)
 DU0951
 DU0951'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU0951'RECOVERED IN GOOD CONDITION.
 DU0951
 DU0951                          STATION RECOVERY (2006)
 DU0951
 DU0951'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0873 ***********************************************************************
 FR0873  DESIGNATION -  SU
 FR0873  PID         -  FR0873
 FR0873  STATE/COUNTY-  AZ/COCONINO
 FR0873  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0873
 FR0873                         *CURRENT SURVEY CONTROL
 FR0873  ___________________________________________________________________
 FR0873* NAD 83(1992)-  35 14 58.86807(N)    112 17 00.17584(W)     ADJUSTED  
 FR0873* NAVD 88     -      2176.     (meters)    7139.     (feet)  SCALED    
 FR0873  ___________________________________________________________________
 FR0873  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 FR0873  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 FR0873  HORZ ORDER  -  SECOND
 FR0873
 FR0873.The horizontal coordinates were established by classical geodetic methods
 FR0873.and adjusted by the National Geodetic Survey in August 1993.
 FR0873
 FR0873.The orthometric height was scaled from a topographic map.
 FR0873
 FR0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0873
 FR0873.The geoid height was determined by GEOID03.
 FR0873
 FR0873;                    North         East     Units Scale Factor Converg.
 FR0873;SPC AZ C     -   471,333.915   179,988.482   MT  0.99991372   -0 12 41.9
 FR0873;SPC AZ C     - 1,546,371.11    590,513.39   iFT  0.99991372   -0 12 41.9
 FR0873;UTM  12      - 3,901,487.581   383,242.820   MT  0.99976800   -0 44 26.8
 FR0873
 FR0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0873!SPC AZ C     -   0.99966235  x   0.99991372  =   0.99957610
 FR0873!UTM  12      -   0.99966235  x   0.99976800  =   0.99943043
 FR0873
 FR0873|---------------------------------------------------------------------|
 FR0873| PID    Reference Object                     Distance      Geod. Az  |
 FR0873|                                                           dddmmss.s |
 FR0873| CH3437 SU RM 1                               8.363 METERS 02418     |
 FR0873| FR0135 MCCLELLAN                           APPROX. 3.2 KM 1624803.3 |
 FR0873| CH3438 SU RM 2                               7.218 METERS 26014     |
 FR0873|---------------------------------------------------------------------|
 FR0873
 FR0873                          SUPERSEDED SURVEY CONTROL
 FR0873
 FR0873  NAD 83(1986)-  35 14 58.86614(N)    112 17 00.17235(W) AD(       ) 2
 FR0873  NAD 27      -  35 14 58.82560(N)    112 16 57.54580(W) AD(       ) 2
 FR0873
 FR0873.Superseded values are not recommended for survey control.
 FR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0873.See file dsdata.txt to determine how the superseded data were derived.
 FR0873
 FR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8324301488(NAD 83)
 FR0873_MARKER: DS = TRIANGULATION STATION DISK
 FR0873_SETTING: 80 = SET IN A BOULDER
 FR0873_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0873
 FR0873  HISTORY     - Date     Condition        Report By
 FR0873  HISTORY     - 1958     MONUMENTED       CGS
 FR0873
 FR0873                          STATION DESCRIPTION
 FR0873
 FR0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0873'THE STATION IS ON THE TOP OF A ROCKY HILL THAT IS HEAVILY
 FR0873'TIMBERED WITH SMALL PINES AND JUNIPERS.  IT IS ABOUT 5.5 MILES
 FR0873'WEST OF WILLIAMS AND 4.5 MILES EAST OF WELCH.
 FR0873'
 FR0873'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT WEIGH
 FR0873'STATION AT THE WEST END OF THE DIVIDED HIGHWAY IN WILLIAMS, GO
 FR0873'WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 1.4 MILE TO A SIGN
 FR0873'WILLIAMS COUNTRY CLUB AND A PAVED ROAD RIGHT.  TURN RIGHT,
 FR0873'FOLLOWING THE ROAD BENEATH A RAILROAD OVERPASS AND FOR 1.1 MILE
 FR0873'TO THE END OF THE PAVEMENT, CONTINUE AHEAD ON THE GRAVELED ROAD
 FR0873'FOR 1.8 MILE TO A DIM ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 FR0873'THE BLADED ROAD FOR 1.0 MILE TO A WIRE GATE, GO THROUGH THE
 FR0873'GATE AND FOLLOW THE BLADED ROAD FOR 0.9 MILE TO A DRY WASH AND
 FR0873'END OF TRUCK TRAVEL.  PACK SOUTHWARD UP THE RIDGE TO THE
 FR0873'HIGHEST PART OF THE HILL AND THE STATION, ABOUT ONE-HALF HOUR
 FR0873'PACKING TIME
 FR0873'
 FR0873'THE STATION IS A STANDARD DISK STAMPED SU 1958, SET IN A DRILL
 FR0873'HOLE IN A BOULDER THAT PROJECTS ABOUT 4 INCHES.  IT IS 21 FEET
 FR0873'NORTHEAST OF A WITNESS POST AND SIGN, WHICH IS SET IN AN
 FR0873'OUTCROPPING OF BOULDERS THAT ARE ABOUT 4 FEET HIGHER THAN THE
 FR0873'STATION MARK.
 FR0873'
 FR0873'R.M. 1 IS A STANDARD DISK STAMPED SU NO 1 1958, SET IN A DRILL
 FR0873'HOLE IN A BOULDER THAT PROJECTS 2.5 FEET.  IT IS IN ONE OF AN
 FR0873'OUTCROPPING OF BOULDERS, AND IS 47 FEET NORTHEAST OF THE WITNESS
 FR0873'POST.
 FR0873'
 FR0873'R.M. 2 IS A STANDARD DISK STAMPED SU NO 2 1958, SET IN A DRILL
 FR0873'HOLE IN A BOULDER THAT PROJECTS 8 INCHES.  IT IS 15 FEET NORTHWEST
 FR0873'OF THE WITNESS SIGN POST AT THE SOUTH EDGE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0434 ***********************************************************************
 FR0434  DESIGNATION -  SUB
 FR0434  PID         -  FR0434
 FR0434  STATE/COUNTY-  AZ/MOHAVE
 FR0434  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0434
 FR0434                         *CURRENT SURVEY CONTROL
 FR0434  ___________________________________________________________________
 FR0434* NAD 83(2007)-  35 11 50.85234(N)    113 21 55.15443(W)     ADJUSTED  
 FR0434* NAVD 88     -      1539.705  (meters)    5051.52   (feet)  POSTED    
 FR0434  ___________________________________________________________________
 FR0434  EPOCH DATE  -        2007.00
 FR0434  X           -  -2,069,842.052 (meters)                     COMP
 FR0434  Y           -  -4,791,076.822 (meters)                     COMP
 FR0434  Z           -   3,656,662.154 (meters)                     COMP
 FR0434  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 FR0434  ELLIP HEIGHT-        1513.057 (meters)          (02/10/07) ADJUSTED
 FR0434  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FR0434  DYNAMIC HT  -        1537.680 (meters)    5044.87  (feet)  COMP
 FR0434
 FR0434  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0434  Type    PID    Designation                      North   East  Ellip
 FR0434  -------------------------------------------------------------------
 FR0434  NETWORK FR0434 SUB                               0.53   0.51   0.86
 FR0434  -------------------------------------------------------------------
 FR0434  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 FR0434
 FR0434  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0434
 FR0434.The horizontal coordinates were established by GPS observations
 FR0434.and adjusted by the National Geodetic Survey in February 2007.
 FR0434
 FR0434.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0434.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0434.The horizontal coordinates are valid at the epoch date displayed above.
 FR0434.The epoch date for horizontal control is a decimal equivalence
 FR0434.of Year/Month/Day.
 FR0434
 FR0434.The orthometric height was determined by differential leveling
 FR0434.and adjusted by the  in 1992.
 FR0434.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0434.rate of 0.0 thru 1.0 mm/km.
 FR0434
 FR0434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0434
 FR0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0434
 FR0434.The ellipsoidal height was determined by GPS observations
 FR0434.and is referenced to NAD 83.
 FR0434
 FR0434.The geoid height was determined by GEOID03.
 FR0434
 FR0434.The dynamic height is computed by dividing the NAVD 88
 FR0434.geopotential number by the normal gravity value computed on the
 FR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0434.degrees latitude (g = 980.6199 gals.).
 FR0434
 FR0434.The modeled gravity was interpolated from observed gravity values.
 FR0434
 FR0434;                    North         East     Units Scale Factor Converg.
 FR0434;SPC AZ W     -   465,561.895   248,389.857   MT  0.99994845   +0 13 18.2
 FR0434;SPC AZ W     - 1,527,434.04    814,927.35   iFT  0.99994845   +0 13 18.2
 FR0434;SPC AZ C     -   466,439.969    81,441.937   MT  1.00011440   -0 50 06.4
 FR0434;SPC AZ C     - 1,530,314.86    267,197.96   iFT  1.00011440   -0 50 06.4
 FR0434;UTM  12      - 3,897,503.758   284,659.667   MT  1.00017152   -1 21 50.0
 FR0434
 FR0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0434!SPC AZ W     -   0.99976256  x   0.99994845  =   0.99971102
 FR0434!SPC AZ C     -   0.99976256  x   1.00011440  =   0.99987693
 FR0434!UTM  12      -   0.99976256  x   1.00017152  =   0.99993404
 FR0434
 FR0434|---------------------------------------------------------------------|
 FR0434| PID    Reference Object                     Distance      Geod. Az  |
 FR0434|                                                           dddmmss.s |
 FR0434| FR0948 T21N R10W SECS 17 18 19 20           14.744 METERS 03330     |
 FR0434| FR0432 SUB RM 1                             10.542 METERS 12742     |
 FR0434| FR0431 SUB AZ MK                                          2484646.1 |
 FR0434|---------------------------------------------------------------------|
 FR0434
 FR0434                          SUPERSEDED SURVEY CONTROL
 FR0434
 FR0434  NAD 83(1992)-  35 11 50.85203(N)    113 21 55.15421(W) AD(       ) A
 FR0434  ELLIP H (10/04/01) 1513.058  (m)                       GP(       ) 3 2
 FR0434  NAD 83(1992)-  35 11 50.85475(N)    113 21 55.14804(W) AD(       ) 2
 FR0434  NAD 83(1986)-  35 11 50.85466(N)    113 21 55.15135(W) AD(       ) 2
 FR0434  NAD 27      -  35 11 50.82780(N)    113 21 52.41170(W) AD(       ) 2
 FR0434  NAVD 88 (10/04/01) 1539.70   (m)         5051.5    (f) LEVELING    3  
 FR0434  NGVD 29 (??/??/92) 1538.804  (m)         5048.56   (f) ADJ UNCH    2 0
 FR0434
 FR0434.Superseded values are not recommended for survey control.
 FR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0434.See file dsdata.txt to determine how the superseded data were derived.
 FR0434
 FR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8466097504(NAD 83)
 FR0434_MARKER: DE = TRAVERSE STATION DISK
 FR0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0434_STAMPING: SUB 1961
 FR0434_MARK LOGO: NONE  
 FR0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 FR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0434+STABILITY: SURFACE MOTION
 FR0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0434+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 FR0434
 FR0434  HISTORY     - Date     Condition        Report By
 FR0434  HISTORY     - 1962     MONUMENTED       CGS
 FR0434  HISTORY     - 1962     GOOD             NGS
 FR0434  HISTORY     - 1971     GOOD             AZHD
 FR0434  HISTORY     - 20010321 GOOD             AZ-015
 FR0434
 FR0434                          STATION DESCRIPTION
 FR0434
 FR0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0434'THE STATION IS LOCATED ABOUT 28 MILES WEST OF SELIGMAN, ABOUT
 FR0434'2 MILES EAST OF MILLERS RANCH, ABOUT 1/4 MILE NORTH OF AN
 FR0434'ELECTRIC SUB STATION AND ABOUT 300 FEET NORTH OF THE PIPELINE
 FR0434'RIGHT-OF-WAY.
 FR0434'
 FR0434'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0434'AND STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO
 FR0434'EASTERLY ON STATE HIGHWAY 93 FOR 23.0 MILES TO MILE POST 95,
 FR0434'CONTINUE EAST ON STATE HIGHWAY 93 FOR 1.6 MILES TO FORKS,
 FR0434'TAKE LEFT FORK, LEAVING STATE HIGHWAY 93, AND GO EAST FOR 0.2
 FR0434'MILE TO CROSSROAD AND SIGN HACKBERRY, TURN LEFT, GO NORTH ON
 FR0434'BLADED ROAD FOR 5.4 MILES TO A SIDE ROAD RIGHT AND SIGN SILVER
 FR0434'SPRING SUBDIVISION, TURN RIGHT, GO EASTERLY ON THE MAIN BLADED
 FR0434'ROAD FOR 16.7 MILES TO MILLERS RANCH, TURN RIGHT, GO SOUTH ON
 FR0434'BLADED ROAD FOR 0.4 MILE TO A GATE, PASS THROUGH GATE AND
 FR0434'CONTINUE EASTERLY ON THE MAIN BLADED ROAD FOR 1.4 MILES TO
 FR0434'THE AZIMUTH MARK ON RIGHT AND A GATE, PASS THROUGH GATE, TURN
 FR0434'RIGHT AND FOLLOW FENCE EASTERLY FOR 0.2 MILE TO THE
 FR0434'STATION.
 FR0434'
 FR0434'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF 12 INCH
 FR0434'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 FR0434'SUB 1961.  THE MARK IS 30.5 FEET WEST OF FENCE CORNER, 2.5
 FR0434'FEET NORTH OF WITNESS POST AND 2.4 FEET NORTH OF FENCE.
 FR0434'
 FR0434'R.M. NO. 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 FR0434'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 FR0434'STAMPED SUB NO 1 1961.  THE MARK IS 32.4 FEET SOUTHEAST OF
 FR0434'WITNESS POST, 30 FEET SOUTH OF FENCE CORNER AND 1 FOOT WEST
 FR0434'OF FENCE.
 FR0434'
 FR0434'GENERAL LAND OFFICE SURVEY MARK, IS A 1-1/2 INCH PIPE WITH A
 FR0434'CAP ON TOP, PROJECTS ABOUT 5 INCHES AND IS STAMPED T21N, R10W,
 FR0434'S17, S18, S19, S20 1916.  THE MARK IS 50.0 FEET NORTHEAST
 FR0434'OF WITNESS POST, 31.5 FEET NORTH OF FENCE CORNER AND 2 FEET
 FR0434'WEST OF FENCE.
 FR0434'
 FR0434'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 FR0434'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 FR0434'SUB 1961.  THE MARK IS 22 FEET EAST OF CENTER OF GATE AND ROAD,
 FR0434'2.0 FEET EAST-NORTHEAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 FR0434
 FR0434                          STATION RECOVERY (1962)
 FR0434
 FR0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0434'49.4 MI NE FROM KINGMAN.
 FR0434'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0434'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0434'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0434'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0434'EAST ALONG THE DIRT ROAD TO MILLERS RANCH HOUSE, THENCE 1.8 MILES
 FR0434'SOUTH AND EAST ALONG THE DIRT ROAD TO AN EAST-WEST FENCE LINE AND A
 FR0434'GATE, THENCE 0.2 MILE EAST ALONG THE FENCE LINE TO A FENCE CORNER
 FR0434'WHICH IS ABOUT 100 YARDS NORTH OF A PIPE LINE VALVE, 2.5 FEET NORTH OF
 FR0434'A FENCE, 30 FEET WEST OF THE FENCE CORNER, 2.6 FEET NORTH OF A METAL
 FR0434'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FR0434
 FR0434                          STATION RECOVERY (1971)
 FR0434
 FR0434'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0434'GENERAL LOCATION BETWEEN KINGMAN AND SELIGMAN.  THE STATION,
 FR0434'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FR0434'CONDITION AS DESCRIBED BY THE USC AND GS IN 1962.
 FR0434
 FR0434                          STATION RECOVERY (2001)
 FR0434
 FR0434'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (DHM)
 FR0434'TO REACH FROM THE CITY OF KINGMAN PROCEED EAST ON I-40 TO THE FORT
 FR0434'ROCK EXIT.  PROCEED NORTH ON THE CHIP SEALED ROAD FOR 0.75 MILES TO
 FR0434'THE WEST END OF THE TRANSWESTERN PIPELINE SUB-STATION.  PROCEED
 FR0434'SOUTH DOWN THE CHAIL LINK FENCE LINE APPROX. 600 FT. TO THE STATION.
 FR0434' 
 FR0434'THE STATION IS 48.60 FT SOUTHWEST OF GLO CORNER MARKER T21N R10W
 FR0434'S18/S17/S19/S20.
 FR0434'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0431 ***********************************************************************
 FR0431  DESIGNATION -  SUB AZ MK
 FR0431  PID         -  FR0431
 FR0431  STATE/COUNTY-  AZ/MOHAVE
 FR0431  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0431
 FR0431                         *CURRENT SURVEY CONTROL
 FR0431  ___________________________________________________________________
 FR0431* NAD 83(1986)-  35 11 46.     (N)    113 22 07.     (W)     SCALED    
 FR0431* NAVD 88     -      1536.993  (meters)    5042.62   (feet)  POSTED    
 FR0431  ___________________________________________________________________
 FR0431  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FR0431  DYNAMIC HT  -        1534.970 (meters)    5035.98  (feet)  COMP
 FR0431  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 FR0431
 FR0431  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0431
 FR0431.The horizontal coordinates were scaled from a topographic map and have
 FR0431.an estimated accuracy of +/- 6 seconds.
 FR0431
 FR0431.The orthometric height was determined by differential leveling
 FR0431.and adjusted by the  in 1992.
 FR0431.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0431.rate of 0.0 thru 1.0 mm/km.
 FR0431
 FR0431.The geoid height was determined by GEOID03.
 FR0431
 FR0431.The dynamic height is computed by dividing the NAVD 88
 FR0431.geopotential number by the normal gravity value computed on the
 FR0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0431.degrees latitude (g = 980.6199 gals.).
 FR0431
 FR0431.The modeled gravity was interpolated from observed gravity values.
 FR0431
 FR0431;                    North         East    Units  Estimated Accuracy
 FR0431;SPC AZ W     -   465,410.      248,090.      MT  (+/- 180 meters Scaled)
 FR0431
 FR0431                          SUPERSEDED SURVEY CONTROL
 FR0431
 FR0431  NGVD 29 (??/??/92) 1536.093  (m)         5039.67   (f) ADJ UNCH    2 0
 FR0431
 FR0431.Superseded values are not recommended for survey control.
 FR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0431.See file dsdata.txt to determine how the superseded data were derived.
 FR0431
 FR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD843973(NAD 83)
 FR0431_MARKER: DZ = AZIMUTH MARK DISK
 FR0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0431_STAMPING: SUB 1961
 FR0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0431+STABILITY: SURFACE MOTION
 FR0431
 FR0431  HISTORY     - Date     Condition        Report By
 FR0431  HISTORY     - 1961     MONUMENTED       CGS
 FR0431  HISTORY     - 1962     GOOD             NGS
 FR0431
 FR0431                          STATION DESCRIPTION
 FR0431
 FR0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0431'49.2 MI NE FROM KINGMAN.
 FR0431'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0431'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0431'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0431'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0431'EAST ALONG THE DIRT ROAD TO MILLERS RANCH HOUSE, THENCE 1.8 MILES
 FR0431'SOUTH AND EAST ALONG THE DIRT ROAD TO AN EAST-WEST FENCE LINE AND A
 FR0431'GATE, AND THE CROSSING OF A POWER LINE, 18 FEET EAST OF THE CENTER OF
 FR0431'THE ROAD, 0.5 FEET NORTH OF THE FENCE, 13 FEET EAST OF THE EAST END OF
 FR0431'THE GATE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 FR0431'THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE PROJECTING 4
 FR0431'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0904 ***********************************************************************
 FR0904  DESIGNATION -  SUB DISH
 FR0904  PID         -  FR0904
 FR0904  STATE/COUNTY-  AZ/YAVAPAI
 FR0904  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0904
 FR0904                         *CURRENT SURVEY CONTROL
 FR0904  ___________________________________________________________________
 FR0904* NAD 83(1992)-  35 19 04.69474(N)    112 53 22.73584(W)     ADJUSTED  
 FR0904* NAVD 88     -      1602.     (meters)    5256.     (feet)  SCALED    
 FR0904  ___________________________________________________________________
 FR0904  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 FR0904  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0904  HORZ ORDER  -  SECOND
 FR0904
 FR0904.The horizontal coordinates were established by classical geodetic methods
 FR0904.and adjusted by the National Geodetic Survey in August 1993.
 FR0904
 FR0904.The orthometric height was scaled from a topographic map.
 FR0904
 FR0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0904
 FR0904.The geoid height was determined by GEOID03.
 FR0904
 FR0904;                    North         East     Units Scale Factor Converg.
 FR0904;SPC AZ C     -   479,281.768   124,890.630   MT  0.99999643   -0 33 45.1
 FR0904;SPC AZ C     - 1,572,446.75    409,746.16   iFT  0.99999643   -0 33 45.1
 FR0904;UTM  12      - 3,909,943.659   328,225.702   MT  0.99996364   -1 05 33.7
 FR0904
 FR0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0904!SPC AZ C     -   0.99975262  x   0.99999643  =   0.99974905
 FR0904!UTM  12      -   0.99975262  x   0.99996364  =   0.99971627
 FR0904
 FR0904:                Primary Azimuth Mark                     Grid Az
 FR0904:SPC AZ C     -  SELIGMAN SANTA FE RR TANK                058 36 39.3
 FR0904:UTM  12      -  SELIGMAN SANTA FE RR TANK                059 08 27.9
 FR0904
 FR0904|---------------------------------------------------------------------|
 FR0904| PID    Reference Object                     Distance      Geod. Az  |
 FR0904|                                                           dddmmss.s |
 FR0904| FR0901 SELIGMAN SANTA FE RR TANK           APPROX. 1.4 KM 0580254.2 |
 FR0904| CH3439 SUB DISH RM 1                        11.603 METERS 13325     |
 FR0904| FR0213 DISH                                275.668 METERS 32725     |
 FR0904| CH3440 SUB DISH RM 2                         7.864 METERS 34309     |
 FR0904|---------------------------------------------------------------------|
 FR0904
 FR0904                          SUPERSEDED SURVEY CONTROL
 FR0904
 FR0904  NAD 83(1986)-  35 19 04.69511(N)    112 53 22.73367(W) AD(       ) 2
 FR0904  NAD 27      -  35 19 04.67520(N)    112 53 20.08280(W) AD(       ) 2
 FR0904
 FR0904.Superseded values are not recommended for survey control.
 FR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0904.See file dsdata.txt to determine how the superseded data were derived.
 FR0904
 FR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2822609944(NAD 83)
 FR0904_MARKER: DE = TRAVERSE STATION DISK
 FR0904_SETTING: 66 = SET IN ROCK OUTCROP
 FR0904
 FR0904  HISTORY     - Date     Condition        Report By
 FR0904  HISTORY     - 1962     MONUMENTED       CGS
 FR0904  HISTORY     - 1971     GOOD             NGS
 FR0904
 FR0904                          STATION DESCRIPTION
 FR0904
 FR0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0904'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF SELIGMAN, ABOUT
 FR0904'1 MILE SOUTH OF U.S. HIGHWAY 66 AND ON THE NORTH SLOPE OF A
 FR0904'EAST-WEST RIDGE.
 FR0904'
 FR0904'TO REACH FROM THE MAIN CROSSROAD IN SELIGMAN (COPPER CART
 FR0904'RESTAURANT IN SOUTHWEST CORNER OF INTERSECTION), GO EAST ON
 FR0904'U.S. HIGHWAY 66 FOR 0.8 MILE TO SIDE ROAD RIGHT, TURN RIGHT
 FR0904'CROSSING RAILROAD TRACKS AND GO SOUTH THEN WEST ON MAIN GRAVELED
 FR0904'ROAD FOR 0.5 MILE TO FORK, TAKE RIGHT AT FORK AND GO WESTERLY
 FR0904'0.05 MILE TO CATTLE GUARD AND FORK, TAKE LEFT AT FORK AND GO
 FR0904'WESTERLY FOR 0.2 MILE TO PIPELINE CROSSING, CONTINUE WEST ON
 FR0904'GRAVELED ROAD FOR 0.65 MILE TO FORK, KEEP LEFT AT FORK AND
 FR0904'GO WESTERLY 0.4 MILE TO TRIANGLE BLAZED TELEPHONE POLE, FROM
 FR0904'HERE GO SOUTH-SOUTHWEST UP NORTH SIDE OF RIDGE FOR ABOUT
 FR0904'800 FEET TO STATION ON ROCKY RISE.
 FR0904'
 FR0904'STATION MARK, A STANDARD TRAVERSE DISK STAMPED SUB DISH 1962,
 FR0904'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 FR0904'ABOUT 1 FOOT ABOVE THE GROUND.  THE MARK IS 2 FEET WEST OF THE
 FR0904'WITNESS POST.
 FR0904'
 FR0904'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SUB DISH
 FR0904'NO 1 1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FR0904'WHICH PROJECTS ABOUT 10 INCHES.  THE MARK IS ABOUT 2-1/2 FEET
 FR0904'HIGHER IN ELEVATION THAN THE STATION AND IS 36.9 FEET SOUTHEAST
 FR0904'OF THE WITNESS POST.
 FR0904'
 FR0904'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SUB DISH
 FR0904'NO 2 1962, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FR0904'WHICH PROJECTS ABOUT 15 INCHES IN THE NORTH SIDE AND IS FLUSH
 FR0904'WITH THE GROUND ON THE OTHER SIDES.  THE MARK IS ABOUT 2 FEET
 FR0904'LOWER IN ELEVATION THAN THE STATION AND IS 26.1 FEET
 FR0904'NORTH-NORTHWEST OF THE WITNESS POST.
 FR0904'
 FR0904'SELIGMAN, SANTA FE RAILROAD WATER TANK MAY BE USED AS AZIMUTH.
 FR0904'
 FR0904'A TRAVERSE CONNECTION WAS MADE FROM STATION SUB DISH TO DISH.
 FR0904'THE DISTANCE IS 275.737 METERS OR 904.65 FEET.
 FR0904'
 FR0904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0904
 FR0904                          STATION RECOVERY (1971)
 FR0904
 FR0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHW)
 FR0904'GENERAL LOCATION I 40, SOUTHERLY OF SELIGMAN.  TO REACH
 FR0904'FROM SELIGMAN, EASTERLY, TAKING THE FIRST ROAD RIGHT ACROSS
 FR0904'THE RAILROAD TRACKS TO INT. 40, A DISTANCE OF 2 MILES, WESTERLY
 FR0904'ON THE INT. FOR 1.15 MILES.  PACK SOUTH ABOUT 500 FT UP A ROCKY
 FR0904'SLOPE AND TO THE STATION.  THE STATION IS A STANDARD REFERENCE
 FR0904'MARK BRASS CAP, SET IN AN OUTCROP OF BASALT, UP 0.7 FT, STAMPED,
 FR0904'SUB DISH 1962.  R.M. 1 AND 2 ARE STANDARD USC AND GS REFERENCE
 FR0904'MARK BRASS CAPS.  R.M. 1 IS SET IN A 2-1/2 FT BY 3 FT BASALT
 FR0904'BOULDER, UP 0.5 FT, SOUTHEAST OF THE MAIN STATION, AND
 FR0904'STAMPED, SUB DISH NO 1 1962.  R.M. 2 IS SET IN A 5 FT BY 4 FT
 FR0904'BASALT BOULDER, UP 0.3 FT, LOCATED NORTHWEST OF THE MAIN
 FR0904'STATION, STAMPED, SUB DISH NO 2 1962.  DISH WAS USED FOR
 FR0904'AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2132 ***********************************************************************
 DU2132  DESIGNATION -  SUB GILA
 DU2132  PID         -  DU2132
 DU2132  STATE/COUNTY-  AZ/PINAL
 DU2132  USGS QUAD   -  GILA BUTTE (1981)
 DU2132
 DU2132                         *CURRENT SURVEY CONTROL
 DU2132  ___________________________________________________________________
 DU2132* NAD 83(1992)-  33 09 08.28136(N)    111 52 06.63139(W)     ADJUSTED  
 DU2132* NAVD 88     -       368.1    (meters)    1208.     (feet)  VERTCON   
 DU2132  ___________________________________________________________________
 DU2132  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DU2132  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU2132  HORZ ORDER  -  SECOND
 DU2132
 DU2132.The horizontal coordinates were established by classical geodetic methods
 DU2132.and adjusted by the National Geodetic Survey in August 1993.
 DU2132
 DU2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2132
 DU2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2132
 DU2132.The geoid height was determined by GEOID03.
 DU2132
 DU2132;                    North         East     Units Scale Factor Converg.
 DU2132;SPC AZ C     -   238,641.883   217,852.318   MT  0.99990025   +0 01 34.8
 DU2132;SPC AZ C     -   782,945.81    714,738.58   iFT  0.99990025   +0 01 34.8
 DU2132;UTM  12      - 3,668,506.904   419,005.956   MT  0.99968088   -0 28 29.9
 DU2132
 DU2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2132!SPC AZ C     -   0.99994692  x   0.99990025  =   0.99984718
 DU2132!UTM  12      -   0.99994692  x   0.99968088  =   0.99962782
 DU2132
 DU2132:                Primary Azimuth Mark                     Grid Az
 DU2132:SPC AZ C     -  INDIAN                                   138 14 51.2
 DU2132:UTM  12      -  INDIAN                                   138 44 55.9
 DU2132
 DU2132|---------------------------------------------------------------------|
 DU2132| PID    Reference Object                     Distance      Geod. Az  |
 DU2132|                                                           dddmmss.s |
 DU2132| DU1022 INDIAN                              APPROX. 3.9 KM 1381626.0 |
 DU2132| CH5513 I10 STA 1474+14.18 1190.48                         1470201.0 |
 DU2132|---------------------------------------------------------------------|
 DU2132
 DU2132                          SUPERSEDED SURVEY CONTROL
 DU2132
 DU2132  NAD 83(1986)-  33 09 08.27485(N)    111 52 06.63498(W) AD(       ) 2
 DU2132  NAD 27      -  33 09 08.08300(N)    111 52 04.13740(W) AD(       ) 2
 DU2132  NGVD 29 (07/19/86)  367.6    (m)         1206.     (f) VERT ANG    3  
 DU2132
 DU2132.Superseded values are not recommended for survey control.
 DU2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2132.See file dsdata.txt to determine how the superseded data were derived.
 DU2132
 DU2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1900668507(NAD 83)
 DU2132_MARKER: DD = SURVEY DISK
 DU2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2132
 DU2132  HISTORY     - Date     Condition        Report By
 DU2132  HISTORY     - 1962     MONUMENTED       AZHD
 DU2132
 DU2132                          STATION DESCRIPTION
 DU2132
 DU2132'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 DU2132'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF CHANDLER,
 DU2132'ABOUT 1-1/2 MILES WEST OF STATE HIGHWAY 93, JUST NORTH OF THE
 DU2132'GILA RIVER AND IS SET IN THE CENTERLINE OF THE PROPOSED INTERSTATE
 DU2132'HIGHWAY.
 DU2132'
 DU2132'TO REACH THE STATION FROM EAST BOSTON STREET AND ARIZONA AVENUE
 DU2132'IN CHANDLER, GO SOUTH ON ARIZONA AVENUE (STATE HIGHWAYS 93 AND 87)
 DU2132'FOR 6.8 MILES TO THE JUNCTION OF STATE HIGHWAYS 93 AND 87,
 DU2132'CONTINUE SOUTH ON STATE HIGHWAY 93 FOR 3.1 MILES TO A CROSSROAD,
 DU2132'TURN RIGHT, GO WEST ON A GRAVELED ROAD FOR 0.75 MILE TO 3 FORKS,
 DU2132'KEEP CENTER FORK, CONTINUE WEST FOR 0.15 MILE TO FORKS, KEEP
 DU2132'LEFT FORK, GO SOUTHWEST ON TRACK ROAD FOR 1.1 MILE TO THE
 DU2132'SOUTHWEST SIDE OF A LARGE HILL AND THE AZIMUTH MARK ON THE
 DU2132'LEFT, TURN RIGHT, GO NORTHWEST ALONG CLEARED CENTERLINE OF THE
 DU2132'PROPOSED INTERSTATE HIGHWAY FOR 0.1 MILE TO THE STATION.
 DU2132'
 DU2132'STATION MARK, AN ARIZONA HIGHWAY DEPARTMENT DISK SET IN TOP OF AN
 DU2132'8 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS
 DU2132'STAMPED 1205.83 1468+82.88 1961.  THE MARK IS 82 FEET EAST OF THE
 DU2132'CENTER OF A TRACK ROAD.
 DU2132'
 DU2132'AZIMUTH MARK, AN ARIZONA HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 DU2132'ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DU2132'1190.48 1474+1418 1961.  THE MARK IS SET IN THE CENTER OF THE
 DU2132'PROPOSED INTERSTATE HIGHWAY AND IS 5.4 FEET NORTH OF A WITNESS
 DU2132'POST.
 DU2132'
 DU2132'NOTE--THIS STATION WAS OCCUPIED AS REQUESTED BY THE STATE HIGHWAY
 DU2132'DEPARTMENT.  NO REFERENCE MARKS WERE SET.
 DU2132'
 DU2132'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0432 ***********************************************************************
 FR0432  DESIGNATION -  SUB RM 1
 FR0432  PID         -  FR0432
 FR0432  STATE/COUNTY-  AZ/MOHAVE
 FR0432  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0432
 FR0432                         *CURRENT SURVEY CONTROL
 FR0432  ___________________________________________________________________
 FR0432* NAD 83(1986)-  35 11 50.     (N)    113 21 55.     (W)     SCALED    
 FR0432* NAVD 88     -      1539.782  (meters)    5051.77   (feet)  POSTED    
 FR0432  ___________________________________________________________________
 FR0432  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FR0432  DYNAMIC HT  -        1537.760 (meters)    5045.13  (feet)  COMP
 FR0432  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 FR0432
 FR0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0432
 FR0432.The horizontal coordinates were scaled from a topographic map and have
 FR0432.an estimated accuracy of +/- 6 seconds.
 FR0432
 FR0432.The orthometric height was determined by differential leveling
 FR0432.and adjusted by the  in 1992.
 FR0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0432.rate of 0.0 thru 1.0 mm/km.
 FR0432
 FR0432.The geoid height was determined by GEOID03.
 FR0432
 FR0432.The dynamic height is computed by dividing the NAVD 88
 FR0432.geopotential number by the normal gravity value computed on the
 FR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0432.degrees latitude (g = 980.6199 gals.).
 FR0432
 FR0432.The modeled gravity was interpolated from observed gravity values.
 FR0432
 FR0432;                    North         East    Units  Estimated Accuracy
 FR0432;SPC AZ W     -   465,540.      248,390.      MT  (+/- 180 meters Scaled)
 FR0432
 FR0432                          SUPERSEDED SURVEY CONTROL
 FR0432
 FR0432  NGVD 29 (??/??/92) 1538.880  (m)         5048.81   (f) ADJ UNCH    2 0
 FR0432
 FR0432.Superseded values are not recommended for survey control.
 FR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0432.See file dsdata.txt to determine how the superseded data were derived.
 FR0432
 FR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD846974(NAD 83)
 FR0432_MARKER: DR = REFERENCE MARK DISK
 FR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0432_STAMPING: SUB NO 1 1961
 FR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0432+STABILITY: SURFACE MOTION
 FR0432
 FR0432  HISTORY     - Date     Condition        Report By
 FR0432  HISTORY     - 1961     MONUMENTED       CGS
 FR0432  HISTORY     - 1962     GOOD             NGS
 FR0432
 FR0432                          STATION DESCRIPTION
 FR0432
 FR0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0432'49.4 MI NE FROM KINGMAN.
 FR0432'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0432'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0432'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0432'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0432'EAST ALONG THE DIRT ROAD TO MILLERS RANCH HOUSE, THENCE 1.8 MILES
 FR0432'SOUTH AND EAST ALONG THE DIRT ROAD TO AN EAST-WEST FENCE LINE AND A
 FR0432'GATE, THENCE 0.2 MILE EAST ALONG THE FENCE LINE TO A FENCE CORNER
 FR0432'WHICH IS ABOUT 100 YARDS NORTH OF A PIPE LINE VALVE, 1 FOOT WEST OF A
 FR0432'FENCE, 29 FEET SOUTH OF A FENCE CORNER, 34.6 FEET SOUTHWEST OF STATION
 FR0432'SUB, 32.4 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 FR0432'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1034 ***********************************************************************
 DU1034  DESIGNATION -  SUB SWEET
 DU1034  PID         -  DU1034
 DU1034  STATE/COUNTY-  AZ/PINAL
 DU1034  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1034
 DU1034                         *CURRENT SURVEY CONTROL
 DU1034  ___________________________________________________________________
 DU1034* NAD 83(1992)-  33 01 19.62135(N)    111 46 05.91326(W)     ADJUSTED  
 DU1034* NAVD 88     -       474.28   (+/-2cm)    1556.0    (feet)  VERTCON   
 DU1034  ___________________________________________________________________
 DU1034  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DU1034  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DU1034  HORZ ORDER  -  SECOND
 DU1034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1034
 DU1034.The horizontal coordinates were established by classical geodetic methods
 DU1034.and adjusted by the National Geodetic Survey in August 1993.
 DU1034
 DU1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1034.The vertical order pertains to the NGVD 29 superseded value.
 DU1034
 DU1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1034
 DU1034.The geoid height was determined by GEOID03.
 DU1034
 DU1034;                    North         East     Units Scale Factor Converg.
 DU1034;SPC AZ C     -   224,213.958   227,219.639   MT  0.99990237   +0 04 51.1
 DU1034;SPC AZ C     -   735,610.10    745,471.26   iFT  0.99990237   +0 04 51.1
 DU1034;UTM  12      - 3,654,001.038   428,244.784   MT  0.99966348   -0 25 07.4
 DU1034
 DU1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1034!SPC AZ C     -   0.99993025  x   0.99990237  =   0.99983262
 DU1034!UTM  12      -   0.99993025  x   0.99966348  =   0.99959375
 DU1034
 DU1034:                Primary Azimuth Mark                     Grid Az
 DU1034:SPC AZ C     -  SACATON PEAK AIR BEACON                  103 20 13.7
 DU1034:UTM  12      -  SACATON PEAK AIR BEACON                  103 50 12.2
 DU1034
 DU1034|---------------------------------------------------------------------|
 DU1034| PID    Reference Object                     Distance      Geod. Az  |
 DU1034|                                                           dddmmss.s |
 DU1034| DU2118 SACATON PEAK AIR BEACON             APPROX. 9.0 KM 1032504.8 |
 DU1034| CH5514 I10 STA 2020+96.48 1519.71                         3270507.5 |
 DU1034|---------------------------------------------------------------------|
 DU1034
 DU1034                          SUPERSEDED SURVEY CONTROL
 DU1034
 DU1034  NAD 83(1986)-  33 01 19.61432(N)    111 46 05.91567(W) AD(       ) 2
 DU1034  NAD 27      -  33 01 19.40860(N)    111 46 03.43670(W) AD(       ) 2
 DU1034  NGVD 29 (??/??/92)  473.762  (m)         1554.33   (f) ADJ UNCH    2 0
 DU1034
 DU1034.Superseded values are not recommended for survey control.
 DU1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1034.See file dsdata.txt to determine how the superseded data were derived.
 DU1034
 DU1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2824554001(NAD 83)
 DU1034_MARKER: DE = TRAVERSE STATION DISK
 DU1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1034_STAMPING: 11 SUB SWEET 1961 1554.36 PI 2033.29
 DU1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1034+STABILITY: SURFACE MOTION
 DU1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1034+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU1034
 DU1034  HISTORY     - Date     Condition        Report By
 DU1034  HISTORY     - 1962     MONUMENTED       AZHD
 DU1034  HISTORY     - 1962     GOOD             NGS
 DU1034  HISTORY     - 20061106 GOOD             GEOCAC
 DU1034
 DU1034                          STATION DESCRIPTION
 DU1034
 DU1034'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1962 (CAA)
 DU1034'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF CASA GRANDE,
 DU1034'4 MILES SOUTH OF SACATON, 2 MILES NORTHWEST OF THE JUNCTION
 DU1034'OF STATE HIGHWAYS 93 AND 187, AND ABOUT 1/2 NORTH OF STATE
 DU1034'HIGHWAY 93 ON A SMALL ROCKY KNOLL ON THE CENTERLINE OF PROPOSED
 DU1034'INTERSTATE HIGHWAY.
 DU1034'
 DU1034'TO REACH THE STATION FROM EAST BOSTON STREET AND ARIZONA
 DU1034'AVENUE IN CHANDLER, GO SOUTH ON STATE HIGHWAYS 87 AND 93
 DU1034'(ARIZONA AVENUE) FOR 6.8 MILES TO THE JUNCTION OF STATE
 DU1034'HIGHWAYS 87 AND 93, CONTINUE SOUTH ON STATE HIGHWAY 93 FOR
 DU1034'6.2 MILES TO CROSSROAD AND SIGN INDIAN SCHOOL, CONTINUE SOUTH
 DU1034'AND SOUTHEAST ON STATE HIGHWAY 93 FOR 6.2 MILES TO ANGLING
 DU1034'CROSSROAD AND PIPELINE CROSSING, CONTINUE SOUTHEAST FOR 0.4
 DU1034'MILE TO A TRACK ROAD LEFT JUST AFTER CROSSING A SMALL BRIDGE,
 DU1034'TURN LEFT, GO NORTHEAST ON TRACK ROAD FOR 0.3 MILE TO FORK,
 DU1034'KEEP LEFT FORK, CONTINUE NORTHEAST FOR 0.3 MILE TO A SMALL
 DU1034'ROCKY KNOLL AND THE STATION.
 DU1034'
 DU1034'STATION MARK, AN ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET
 DU1034'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST WHICH PROJECTS
 DU1034'3 INCHES AND IS STAMPED 1554.36 P.I. 2033+29.  11 SUB 1961
 DU1034'SWEET.  THE MARK IS SET IN THE CENTER OF THE PROPOSED INTERSTATE
 DU1034'HIGHWAY ON A SMALL ROCKY KNOLL WHICH IS ABOUT 100 YARDS SOUTH
 DU1034'OF A LARGER ROCKY KNOLL.
 DU1034'
 DU1034'AZIMUTH MARK, AN ARIZONA HIGHWAY DEPARTMENT BRONZE DISK SET IN
 DU1034'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DU1034'OF THE GROUND AND IS STAMPED 1519.71 2020+96.48 1961.  THE
 DU1034'MARK IS 5 FEET NORTH OF A WITNESS POST AND IS IN THE CENTER
 DU1034'OF PROPOSED INTERSTATE HIGHWAY.
 DU1034'
 DU1034'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 DU1034'ALONG THE CENTERLINE OF PROPOSED ROAD FOR 0.25 MILE TO THE
 DU1034'MARK AS DESCRIBED.
 DU1034'
 DU1034'NOTE--OCCUPATION OF THIS STATION WAS REQUESTED BY THE ARIZONA
 DU1034'STATE HIGHWAY DEPARTMENT.  NO REFERENCE MARKS WAS SET AT
 DU1034'THIS STATION.
 DU1034'
 DU1034'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 DU1034
 DU1034                          STATION RECOVERY (1962)
 DU1034
 DU1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DU1034'10.6 MI N FROM CASA GRANDE.
 DU1034'8.3 MILES NORTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT CASA
 DU1034'GRANDE TO THE JUNCTION OF STATE HIGHWAY 187, THENCE 0.65 MILE
 DU1034'NORTHEAST ALONG STATE HIGHWAY 187, THENCE 1.65 MILE NORTHWEST ALONG A
 DU1034'STAKED AND CLEARED LINE THAT IS THE CENTER OF THE MEDIAN STRIP OF
 DU1034'PROPOSED INTERSTATE HIGHWAY 10, ON TOP OF A SMALL ROCKY KNOLL, SET IN
 DU1034'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU1034
 DU1034                          STATION RECOVERY (2006)
 DU1034
 DU1034'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1034'RECOVERED AS DESCRIBED, EXCEPT THAT THE MONUMENT IS SQUARE, NOT ROUND.
 DU1034' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0297 ***********************************************************************
 GQ0297  DESIGNATION -  SUBLIME
 GQ0297  PID         -  GQ0297
 GQ0297  STATE/COUNTY-  AZ/COCONINO
 GQ0297  USGS QUAD   -  SHIVA TEMPLE (1988)
 GQ0297
 GQ0297                         *CURRENT SURVEY CONTROL
 GQ0297  ___________________________________________________________________
 GQ0297* NAD 83(1992)-  36 11 54.23933(N)    112 15 01.87486(W)     ADJUSTED  
 GQ0297* NAVD 88     -      2274.     (meters)    7461.     (feet)  SCALED    
 GQ0297  ___________________________________________________________________
 GQ0297  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 GQ0297  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GQ0297  HORZ ORDER  -  SECOND
 GQ0297
 GQ0297.The horizontal coordinates were established by classical geodetic methods
 GQ0297.and adjusted by the National Geodetic Survey in August 1993.
 GQ0297
 GQ0297.The orthometric height was scaled from a topographic map.
 GQ0297
 GQ0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0297
 GQ0297.The geoid height was determined by GEOID03.
 GQ0297
 GQ0297;                    North         East     Units Scale Factor Converg.
 GQ0297;SPC AZ C     -   576,576.957   183,337.010   MT  0.99991110   -0 11 49.8
 GQ0297;SPC AZ C     - 1,891,656.68    601,499.38   iFT  0.99991110   -0 11 49.8
 GQ0297;UTM  12      - 4,006,678.905   387,573.791   MT  0.99975574   -0 44 19.0
 GQ0297
 GQ0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0297!SPC AZ C     -   0.99964684  x   0.99991110  =   0.99955797
 GQ0297!UTM  12      -   0.99964684  x   0.99975574  =   0.99940267
 GQ0297
 GQ0297|---------------------------------------------------------------------|
 GQ0297| PID    Reference Object                     Distance      Geod. Az  |
 GQ0297|                                                           dddmmss.s |
 GQ0297| CH3441 SUBLIME RM 1                          5.555 METERS 06137     |
 GQ0297| GQ0291 GRAND CANYON WATER TANK             APPROX.19.2 KM 1464438.9 |
 GQ0297| GQ0298 SIGNAL HILL                         APPROX.10.1 KM 2520743.5 |
 GQ0297| CH3442 SUBLIME RM 2                          8.847 METERS 30437     |
 GQ0297|---------------------------------------------------------------------|
 GQ0297
 GQ0297                          SUPERSEDED SURVEY CONTROL
 GQ0297
 GQ0297  NAD 83(1986)-  36 11 54.23445(N)    112 15 01.87420(W) AD(       ) 2
 GQ0297  NAD 27      -  36 11 54.30700(N)    112 14 59.25100(W) AD(       ) 2
 GQ0297
 GQ0297.Superseded values are not recommended for survey control.
 GQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0297.See file dsdata.txt to determine how the superseded data were derived.
 GQ0297
 GQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8757406679(NAD 83)
 GQ0297_MARKER: DS = TRIANGULATION STATION DISK
 GQ0297_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0297
 GQ0297  HISTORY     - Date     Condition        Report By
 GQ0297  HISTORY     - 1934     MONUMENTED       CGS
 GQ0297  HISTORY     - 1952     GOOD             CGS
 GQ0297  HISTORY     - 1956     GOOD             USGS
 GQ0297
 GQ0297                          STATION DESCRIPTION
 GQ0297
 GQ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0297'IN THE GRAND CANYON NATIONAL PARK, ON THE N RIM OF CANYON
 GQ0297'ON POINT SUBLIME, 38 FEET N OF CANYON RIM, AND 22 FEET E OF
 GQ0297'A SIGN POST READING PT. SUBLIME EL. 7464.
 GQ0297'
 GQ0297'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0297'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0297'
 GQ0297'REFERENCE MARK NO. 1 IS 5.555 METERS E, AND REFERENCE MARK
 GQ0297'NO. 2 IS 8.847 METERS NNW OF STATION.
 GQ0297'
 GQ0297'BEST REACHED FROM CHECKING STATION OF GRAND CANYON NATIONAL
 GQ0297'PARK ON N RIM, BY TAKING THE SUBLIME ROAD EASTERLY FOR 16.6
 GQ0297'MILES TO POINT SUBLIME AND STATION.
 GQ0297
 GQ0297                          STATION RECOVERY (1952)
 GQ0297
 GQ0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0297'STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND AS ORIGINAL
 GQ0297'DESCRIBED.
 GQ0297'
 GQ0297'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 GQ0297
 GQ0297                          STATION RECOVERY (1956)
 GQ0297
 GQ0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0268 ***********************************************************************
 GQ0268  DESIGNATION -  SUBLIME
 GQ0268  PID         -  GQ0268
 GQ0268  STATE/COUNTY-  AZ/COCONINO
 GQ0268  USGS QUAD   -  HAVASUPAI POINT (1988)
 GQ0268
 GQ0268                         *CURRENT SURVEY CONTROL
 GQ0268  ___________________________________________________________________
 GQ0268* NAD 83(1992)-  36 11 54.15776(N)    112 15 02.29662(W)     ADJUSTED  
 GQ0268* NAVD 88     -      2274.0    (meters)    7461.     (feet)  VERTCON   
 GQ0268  ___________________________________________________________________
 GQ0268  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 GQ0268  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GQ0268  HORZ ORDER  -  THIRD
 GQ0268
 GQ0268.The horizontal coordinates were established by classical geodetic methods
 GQ0268.and adjusted by the National Geodetic Survey in August 1993.
 GQ0268
 GQ0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0268
 GQ0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0268
 GQ0268.The geoid height was determined by GEOID03.
 GQ0268
 GQ0268;                    North         East     Units Scale Factor Converg.
 GQ0268;SPC AZ C     -   576,574.480   183,326.465   MT  0.99991111   -0 11 50.1
 GQ0268;SPC AZ C     - 1,891,648.56    601,464.78   iFT  0.99991111   -0 11 50.1
 GQ0268;UTM  12      - 4,006,676.528   387,563.225   MT  0.99975577   -0 44 19.3
 GQ0268
 GQ0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0268!SPC AZ C     -   0.99964684  x   0.99991111  =   0.99955798
 GQ0268!UTM  12      -   0.99964684  x   0.99975577  =   0.99940270
 GQ0268
 GQ0268:                Primary Azimuth Mark                     Grid Az
 GQ0268:SPC AZ C     -  BASS                                     252 18 56.1
 GQ0268:UTM  12      -  BASS                                     252 51 25.3
 GQ0268
 GQ0268|---------------------------------------------------------------------|
 GQ0268| PID    Reference Object                     Distance      Geod. Az  |
 GQ0268|                                                           dddmmss.s |
 GQ0268| GQ0300 BASS                                APPROX.10.1 KM 2520706.0 |
 GQ0268|---------------------------------------------------------------------|
 GQ0268
 GQ0268                          SUPERSEDED SURVEY CONTROL
 GQ0268
 GQ0268  NAD 83(1986)-  36 11 54.15305(N)    112 15 02.29639(W) AD(       ) 3
 GQ0268  NGVD 29 (05/08/89) 2273.0    (m)         7457.     (f) VERT ANG    3  
 GQ0268
 GQ0268.Superseded values are not recommended for survey control.
 GQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0268.See file dsdata.txt to determine how the superseded data were derived.
 GQ0268
 GQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8756306677(NAD 83)
 GQ0268_MARKER: DS = TRIANGULATION STATION DISK
 GQ0268_SETTING: 80 = SET IN A BOULDER
 GQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0268+STABILITY: SURFACE MOTION
 GQ0268
 GQ0268  HISTORY     - Date     Condition        Report By
 GQ0268  HISTORY     - 1903     MONUMENTED       USGS
 GQ0268
 GQ0268                          STATION DESCRIPTION
 GQ0268
 GQ0268'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0268'LOCATED NEAR SOUTH END OF HEADLAND KNOWN AS POINT SUBLIME.  THERE
 GQ0268'IS SCATTERING TIMBER ON POINT.
 GQ0268'
 GQ0268'TO REACH TAKE PACK TRAIN ON BLAZED TRAIL TO POINT.
 GQ0268'
 GQ0268'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0268'IN ROCK ABOUT 12 INCHES LOWER THAN GROUND.
 GQ0268'
 GQ0268'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2285 ***********************************************************************
 DV2285  DESIGNATION -  SUBSTA
 DV2285  PID         -  DV2285
 DV2285  STATE/COUNTY-  AZ/MARICOPA
 DV2285  USGS QUAD   -  GLADDEN (1989)
 DV2285
 DV2285                         *CURRENT SURVEY CONTROL
 DV2285  ___________________________________________________________________
 DV2285* NAD 83(1992)-  33 54 34.05203(N)    113 16 49.08368(W)     ADJUSTED  
 DV2285* NAVD 88     -       675.2    (meters)    2215.     (feet)  VERTCON   
 DV2285  ___________________________________________________________________
 DV2285  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DV2285  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DV2285  HORZ ORDER  -  SECOND
 DV2285
 DV2285.The horizontal coordinates were established by classical geodetic methods
 DV2285.and adjusted by the National Geodetic Survey in August 1993.
 DV2285
 DV2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2285
 DV2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2285
 DV2285.The geoid height was determined by GEOID03.
 DV2285
 DV2285;                    North         East     Units Scale Factor Converg.
 DV2285;SPC AZ C     -   323,449.167    87,255.508   MT  1.00009598   -0 45 39.1
 DV2285;SPC AZ C     - 1,061,184.93    286,271.35   iFT  1.00009598   -0 45 39.1
 DV2285;UTM  12      - 3,754,458.253   289,174.806   MT  1.00014796   -1 16 21.4
 DV2285
 DV2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2285!SPC AZ C     -   0.99989874  x   1.00009598  =   0.99999471
 DV2285!UTM  12      -   0.99989874  x   1.00014796  =   1.00004668
 DV2285
 DV2285|---------------------------------------------------------------------|
 DV2285| PID    Reference Object                     Distance      Geod. Az  |
 DV2285|                                                           dddmmss.s |
 DV2285| CS6658 SUBSTA RM 1                          15.101 METERS 01853     |
 DV2285| CS6659 SUBSTA RM 2                          15.353 METERS 29546     |
 DV2285|---------------------------------------------------------------------|
 DV2285
 DV2285                          SUPERSEDED SURVEY CONTROL
 DV2285
 DV2285  NAD 83(1986)-  33 54 34.05184(N)    113 16 49.08711(W) AD(       ) 2
 DV2285  NGVD 29 (11/27/91)  674.5    (m)         2213.     (f) VERT ANG    3  
 DV2285
 DV2285.Superseded values are not recommended for survey control.
 DV2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2285.See file dsdata.txt to determine how the superseded data were derived.
 DV2285
 DV2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8917554458(NAD 83)
 DV2285_MARKER: DS = TRIANGULATION STATION DISK
 DV2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2285+STABILITY: SURFACE MOTION
 DV2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2285+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2285
 DV2285  HISTORY     - Date     Condition        Report By
 DV2285  HISTORY     - 1985     MONUMENTED       AZDT
 DV2285  HISTORY     - 20070323 GOOD             GEOCAC
 DV2285
 DV2285                          STATION DESCRIPTION
 DV2285
 DV2285'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2285'THE STATION IS LOCATED 6-1/2 MILES SOUTHWEST OF AGUILA ALONG THE NORTH
 DV2285'SIDE OF U.S. HIGHWAY 60.
 DV2285'
 DV2285'THE STATION MARK IS AN AZDT DISK STAMPED---SUBSTA 1985---.  IT IS SET
 DV2285'IN TOP OF A 10 INCH CONCRETE MONUMENT 70 FEET NORTHWEST OF THE CENTER
 DV2285'LINE OF THE HIGHWAY, 40 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE AND
 DV2285'4 FEET NORTHWEST OF THE WITNESS POST.
 DV2285'
 DV2285'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SUBSTA RM 1 1985---.  IT IS
 DV2285'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET SOUTHEAST OF THE
 DV2285'RIGHT OF WAY FENCE.
 DV2285'
 DV2285'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SUBSTA RM 2 1985---.  IT IS
 DV2285'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET SOUTHEAST OF THE
 DV2285'RIGHT OF WAY FENCE.
 DV2285'
 DV2285'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL SOUTHWEST
 DV2285'ALONG U.S. HIGHWAY 60 FOR 6.7 MILES TO MILEPOST 77.7 AND THE STATION
 DV2285'ON THE RIGHT.
 DV2285
 DV2285                          STATION RECOVERY (2007)
 DV2285
 DV2285'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2285'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 DV2285'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0887 ***********************************************************************
 DW0887  DESIGNATION -  SUGAR LOAF PK CAIRN
 DW0887  PID         -  DW0887
 DW0887  STATE/COUNTY-  AZ/LA PAZ
 DW0887  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0887
 DW0887                         *CURRENT SURVEY CONTROL
 DW0887  ___________________________________________________________________
 DW0887* NAD 83(1992)-  33 38 01.68637(N)    114 18 58.09193(W)     ADJUSTED  
 DW0887* NAVD 88     -              **(meters)            **(feet)            
 DW0887  ___________________________________________________________________
 DW0887  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DW0887  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DW0887  HORZ ORDER  -  THIRD
 DW0887
 DW0887.The horizontal coordinates were established by classical geodetic methods
 DW0887.and adjusted by the National Geodetic Survey in August 1993.
 DW0887
 DW0887
 DW0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0887
 DW0887.The geoid height was determined by GEOID03.
 DW0887
 DW0887;                    North         East     Units Scale Factor Converg.
 DW0887;SPC AZ W     -   292,193.003   160,837.389   MT  0.99996733   -0 18 48.9
 DW0887;SPC AZ W     -   958,638.46    527,681.72   iFT  0.99996733   -0 18 48.9
 DW0887;UTM  11      - 3,724,784.702   748,942.899   MT  1.00036408   +1 29 14.3
 DW0887
 DW0887                          SUPERSEDED SURVEY CONTROL
 DW0887
 DW0887  NAD 83(1986)-  33 38 01.68518(N)    114 18 58.09915(W) AD(       ) 4
 DW0887  NAD 27      -  33 38 01.59100(N)    114 18 55.28400(W) AD(       ) 3
 DW0887
 DW0887.Superseded values are not recommended for survey control.
 DW0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0887.See file dsdata.txt to determine how the superseded data were derived.
 DW0887
 DW0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4894324785(NAD 83)
 DW0887_MARKER: 72 = CAIRN
 DW0887
 DW0887  HISTORY     - Date     Condition        Report By
 DW0887  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0887  HISTORY     - 1962     GOOD             CGS
 DW0887
 DW0887                          STATION DESCRIPTION
 DW0887
 DW0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0887'STATION IS THE CENTER OF THE CAIRN ON THE BLACK-TOPPED,
 DW0887'CONE-SHAPED MOUNTAIN ABOUT 1-1/2 MILE SOUTH OF U.S. HIGHWAY
 DW0887'60 AND 70 AND ABOUT 5 MILES WEST-SOUTHWEST OF QUARTZSITE.  THE
 DW0887'TOP AND CENTER OF THE CAIRN WAS THE POINT OBSERVED ON.
 DW0887
 DW0887                          STATION RECOVERY (1962)
 DW0887
 DW0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 DW0887'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE CAIRN
 DW0887'WAS IN BAD CONDITION AND REBUILT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1289 ***********************************************************************
 DB1289  DESIGNATION -  SUGARLOAF
 DB1289  PID         -  DB1289
 DB1289  STATE/COUNTY-  AZ/YUMA
 DB1289  USGS QUAD   -  LAGUNA DAM (1979)
 DB1289
 DB1289                         *CURRENT SURVEY CONTROL
 DB1289  ___________________________________________________________________
 DB1289* NAD 83(1992)-  32 47 30.23869(N)    114 29 08.56861(W)     ADJUSTED  
 DB1289* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 DB1289  ___________________________________________________________________
 DB1289  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DB1289  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB1289  HORZ ORDER  -  FIRST
 DB1289
 DB1289.The horizontal coordinates were established by classical geodetic methods
 DB1289.and adjusted by the National Geodetic Survey in August 1993.
 DB1289
 DB1289.The orthometric height was scaled from a topographic map.
 DB1289
 DB1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1289
 DB1289.The geoid height was determined by GEOID03.
 DB1289
 DB1289;                    North         East     Units Scale Factor Converg.
 DB1289;SPC AZ W     -   198,902.744   144,447.934   MT  0.99999187   -0 23 54.5
 DB1289;SPC AZ W     -   652,568.06    473,910.54   iFT  0.99999187   -0 23 54.5
 DB1289;SPC CA 6     -   570,719.878 2,165,256.407   MT  0.99999861   +0 58 10.2
 DB1289;SPC CA 6     - 1,872,436.80  7,103,845.40   sFT  0.99999861   +0 58 10.2
 DB1289;UTM  11      - 3,630,997.871   735,455.912   MT  1.00028365   +1 21 44.4
 DB1289
 DB1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1289!SPC AZ W     -   0.99997313  x   0.99999187  =   0.99996500
 DB1289!SPC CA 6     -   0.99997313  x   0.99999861  =   0.99997174
 DB1289!UTM  11      -   0.99997313  x   1.00028365  =   1.00025678
 DB1289
 DB1289|---------------------------------------------------------------------|
 DB1289| PID    Reference Object                     Distance      Geod. Az  |
 DB1289|                                                           dddmmss.s |
 DB1289| CF1570 SUGARLOAF RM 1                        5.935 METERS 04249     |
 DB1289| CF1571 SUGARLOAF RM 2                        9.870 METERS 22255     |
 DB1289| DB1294 SUGARLOAF RM 1/2 INCH PIPE            2.565 METERS 22458     |
 DB1289|---------------------------------------------------------------------|
 DB1289
 DB1289                          SUPERSEDED SURVEY CONTROL
 DB1289
 DB1289  NAD 83(1986)-  32 47 30.24560(N)    114 29 08.57555(W) AD(       ) 1
 DB1289  NAD 27      -  32 47 30.08400(N)    114 29 05.75800(W) AD(       ) 1
 DB1289
 DB1289.Superseded values are not recommended for survey control.
 DB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1289.See file dsdata.txt to determine how the superseded data were derived.
 DB1289
 DB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3545630998(NAD 83)
 DB1289_MARKER: DS = TRIANGULATION STATION DISK
 DB1289_SETTING: 66 = SET IN ROCK OUTCROP
 DB1289
 DB1289  HISTORY     - Date     Condition        Report By
 DB1289  HISTORY     - 1934     MONUMENTED       CGS
 DB1289  HISTORY     - 1952     MARK NOT FOUND   USE
 DB1289  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DB1289
 DB1289                          STATION DESCRIPTION
 DB1289
 DB1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1289'THIS STATION IS ABOUT 10 MILES AIR LINE NE OF YUMA.  ABOUT
 DB1289'2 MILES S OF THE LAGUNA DAM.  ON A SHARP PEAK KNOWN LOCALLY AS
 DB1289'SQUAW PEAK, IN THE WESTERN PART OF THE LAGUNA MOUNTAINS.  THIS
 DB1289'PEAK IS EASILY IDENTIFIED BECAUSE OF THE SHEER SIDED ROCK ON
 DB1289'IT.
 DB1289'
 DB1289'U.S.B.R. STATION MARK IS 1/2-INCH PIPE WITH CROSS ON IT, WEDGED
 DB1289'IN ROCK.
 DB1289'
 DB1289'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DB1289'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DB1289'
 DB1289'STATION IS REACHED FROM YUMA--FROM THE EASTERN CITY LIMITS ON
 DB1289'U.S. HIGHWAY 80 GO E ON SAME FOR 7.5 MILES TO A ROAD LEADING
 DB1289'OFF TO THE LEFT.  SIGN HERE READS DOME AND QUARTZITE.  TAKE
 DB1289'THIS ROAD TO THE LEFT, N, AND GO 1.8 MILES AND TURN RIGHT.  GO
 DB1289'0.5 MILE TO A STORE AND SIGN READING LAGUNA DAM.  HERE TURN
 DB1289'LEFT, N, AND GO 3.7 MILES.  HERE CROSS DITCH OR CANAL AND GO
 DB1289'STRAIGHT AHEAD 2.9 MILES.  AT THIS POINT CONTINUE STRAIGHT
 DB1289'AHEAD AND GO 1.8 MILES TO WHERE ROAD MAKES A LEFT BEND.  HERE
 DB1289'TURN OFF OF ROAD TO THE RIGHT ONTO ROAD THAT PARALLELS A
 DB1289'DITCH.  FOLLOW THIS ROAD FOR 0.4 MILE.  HERE TURN LEFT AND
 DB1289'CROSS DITCH ON SMALL BRIDGE GOING STRAIGHT AHEAD AND PASSING
 DB1289'OLD SHACK ON THE RIGHT SIDE, AND GO 0.6 MILE ON OLD TRACKS
 DB1289'TOWARD THE SHARP PEAK THAT LAYS ABOUT 3/4 MILE ESE OF OLD
 DB1289'SHACK.  FROM END OF TRUCK TRAVEL FOLLOW WASH E TO FOOT OF
 DB1289'HILLS.  THE S SIDE OF HILL IS ABOUT THE ONLY WAY UP.  ABOUT A
 DB1289'40-MINUTE PACK.
 DB1289
 DB1289                          STATION RECOVERY (1952)
 DB1289
 DB1289'RECOVERY NOTE BY US ENGINEERS 1952
 DB1289'REFERENCE MARKS ARE GOOD.  STATION MARK IS MISSING.
 DB1289'
 DB1289'ROADS IN THE VICINITY OF LAGUNA DAM HAVE BEEN CHANGED SINCE
 DB1289'CONSTRUCTION OF THE GILA CANAL.  TO REACH FROM YUMA, GO N ALONG
 DB1289'HIGHWAY 95 TO MILEPOST 32.2 AND GILA CENTER STORE, TURN LEFT
 DB1289'ON BLACKTOP ROAD AND GO 5.7 MILES TO THE LAGUNA SCHOOL.  TURN
 DB1289'RIGHT ON GRAVEL ROAD AND GO 0.65 MILE TO THE GILA CANAL ROAD.
 DB1289'FROM HERE THERE ARE TWO ALTERNATIVES.  WITHOUT FOUR-WHEEL DRIVE,
 DB1289'GO LEFT (N) ALONG CANAL ROAD TO END OF TUNNEL IN MOUNTAIN,
 DB1289'CROSS HERE AND PACK TOWARD THE PEAK.  WITH FOUR-WHEEL DRIVE,
 DB1289'PROCEED AS FOLLOWS--TURN RIGHT (S) ALONG CANAL ROAD AND GO
 DB1289'1.7 MILES TO BRIDGE 564 70, CROSS BRIDGE AND TURN IMMEDIATELY
 DB1289'TO THE LEFT ON NARROW DIKE ROAD ALONG CANAL, FOLLOW THE
 DB1289'DIKE 0.45 MILE UNTIL IT DOUBLES BACK AND DROPS INTO WASH,
 DB1289'FOLLOW TRACKS IN WASH KEEPING LEFT (N) THROUGH STEEP-SIDED
 DB1289'CUT, STAY IN WASH 0.2 MILE UNTIL TRACKS LEAD BACK ONTO CANAL
 DB1289'ROAD AT THE END OF ROCK-FILLED CRIB.  CONTINUE 0.7 MILE
 DB1289'ALONG CANAL ROAD LOOPING AROUND INTO WASH AND ONTO
 DB1289'TRACK ROAD TO BM 350.  TURN LEFT THROUGH DEEP CUT AND GO
 DB1289'0.35 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND ONTO DESERT
 DB1289'PAVEMENT BEARING RIGHT ALONG FAINT TRACKS 0.2 MILE TO MORE
 DB1289'TRACKS LEFT.  GO LEFT 0.1 MILE CROSSING WASH TO TRACKS ON N
 DB1289'SIDE.  GO 0.15 MILE TOWARD HIGHEST KNOLL JUST S OF SQUAW
 DB1289'PEAK, GO LEFT 0.9 MILE ACROSS WASH, UP HIGHEST KNOLL AND
 DB1289'ALONG THE HIGH RIDGE.  DROP INTO WASH AND GO 0.3 MILE TO GOOD
 DB1289'TRACK ROAD ON N SIDE OF THE WASH, TURN RIGHT (E) ON TRACK
 DB1289'ROAD AND GO 0.3 MILE TO A FORK.  GO LEFT INTO THE WASH AT
 DB1289'OLD MINERS CAMPSITE AND DOUBLE BACK ALONG WASH 0.2 MILE
 DB1289'WHERE TRACKS GO UP THE BACK TO THE N.  GO 0.4 MILE ON LIGHT TRACKS
 DB1289'UP ROCKY RIDGE TO BASE OF PEAK ON SE SIDE.  IT IS A FIFTEEN-MINUTE
 DB1289'PACK FROM HERE TO THE STATION.  THE ROUTE FROM BRIDGE 564 70 TO
 DB1289'THE BASE OF THE PEAK IS MARKED WITH 1- BY 2-STAKES WITH RED
 DB1289'CLOTH.  TWO REFERENCE PLUGS WERE FOUND, BUT NO STATION PLUG.
 DB1289'WOODEN TRIPOD WITH POLE AND FLAG WAS PLACED ON PROBABLE STATION
 DB1289'LOCATION APRIL 7, 1952.
 DB1289
 DB1289                          STATION RECOVERY (1964)
 DB1289
 DB1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1289'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 HAVE BEEN DESTROYED.
 DB1289'
 DB1289'SUGARLOAF 2 USE WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR1847 ***********************************************************************
 GR1847  DESIGNATION -  SUGARLOAF
 GR1847  PID         -  GR1847
 GR1847  STATE/COUNTY-  AZ/MOHAVE
 GR1847  USGS QUAD   -  HOOVER DAM (1997)
 GR1847
 GR1847                         *CURRENT SURVEY CONTROL
 GR1847  ___________________________________________________________________
 GR1847* NAD 83(1992)-  36 00 30.92764(N)    114 44 13.60493(W)     ADJUSTED  
 GR1847* NAVD 88     -       596.1    (meters)    1956.     (feet)  VERTCON   
 GR1847  ___________________________________________________________________
 GR1847  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GR1847  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR1847  HORZ ORDER  -  FIRST
 GR1847
 GR1847.The horizontal coordinates were established by classical geodetic methods
 GR1847.and adjusted by the National Geodetic Survey in August 1993.
 GR1847
 GR1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1847
 GR1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1847
 GR1847.The geoid height was determined by GEOID03.
 GR1847
 GR1847;                    North         East     Units Scale Factor Converg.
 GR1847;SPC AZ W     -   555,935.251   124,372.514   MT  1.00003087   -0 34 49.3
 GR1847;SPC AZ W     - 1,823,934.55    408,046.31   iFT  1.00003087   -0 34 49.3
 GR1847;SPC NV E     - 8,139,954.826   276,283.352   MT  0.99997168   +0 29 51.1
 GR1847;SPC NV E     -26,705,835.12    906,439.63   sFT  0.99997168   +0 29 51.1
 GR1847;UTM  11      - 3,987,269.745   703,943.062   MT  1.00011252   +1 19 51.0
 GR1847
 GR1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1847!SPC AZ W     -   0.99991088  x   1.00003087  =   0.99994175
 GR1847!SPC NV E     -   0.99991088  x   0.99997168  =   0.99988257
 GR1847!UTM  11      -   0.99991088  x   1.00011252  =   1.00002339
 GR1847
 GR1847|---------------------------------------------------------------------|
 GR1847| PID    Reference Object                     Distance      Geod. Az  |
 GR1847|                                                           dddmmss.s |
 GR1847| CC6542 SUGARLOAF RM 1                        3.764 METERS 06038     |
 GR1847| CC6543 SUGARLOAF RM 2                        7.456 METERS 15414     |
 GR1847| FS1176 PASS                                APPROX. 4.3 KM 2514424.8 |
 GR1847| GR1858 CAIRN AT EAST END OF RIDGE          APPROX. 1.0 KM 2551740.0 |
 GR1847| GR1857 CAIRN TOP OF HILL WEST OF DAM       APPROX. 1.1 KM 2952220.0 |
 GR1847|---------------------------------------------------------------------|
 GR1847
 GR1847                          SUPERSEDED SURVEY CONTROL
 GR1847
 GR1847  NAD 83(1986)-  36 00 30.91623(N)    114 44 13.59438(W) AD(       ) 1
 GR1847  NAD 27      -  36 00 30.98500(N)    114 44 10.65800(W) AD(       ) 1
 GR1847  NGVD 29 (11/23/90)  595.4    (m)         1953.     (f) VERT ANG    3  
 GR1847
 GR1847.Superseded values are not recommended for survey control.
 GR1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1847.See file dsdata.txt to determine how the superseded data were derived.
 GR1847
 GR1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0394387270(NAD 83)
 GR1847_MARKER: DS = TRIANGULATION STATION DISK
 GR1847_SETTING: 66 = SET IN ROCK OUTCROP
 GR1847_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GR1847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1847+STABILITY: POSITION/ELEVATION WELL
 GR1847
 GR1847  HISTORY     - Date     Condition        Report By
 GR1847  HISTORY     - 1935     MONUMENTED       BRWE
 GR1847  HISTORY     - 1947     GOOD             USGS
 GR1847  HISTORY     - 1968     GOOD             BOR
 GR1847  HISTORY     - 1981     GOOD             AZDT
 GR1847
 GR1847                          STATION DESCRIPTION
 GR1847
 GR1847'DESCRIBED BY BROCK AND WEYMOUTH ENGINEERS 1935 (EBL)
 GR1847'LOCATED ON A HILL LOCALLY KNOWN AS SUGARLOAF, ABOUT 1/4 MILE
 GR1847'(AIR LINE), SW OF BOULDER DAM ON THE FIRST HIGHEST HILL.  AS
 GR1847'THE STATION IS NEAR THE DAM CONSTRUCTION, ACCURATE MILEAGE
 GR1847'IS IMPOSSIBLE.
 GR1847'
 GR1847'STATION MARK IS A BRONZE BROCK AND WEYMOUTH, ENGR.-PHILA.,
 GR1847'PENNA. TABLET SET IN ROCK OUTCROP.  REFERENCE MARKS NO. 1 AND
 GR1847'NO. 2 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK.
 GR1847'
 GR1847'STATION IS REACHED FROM THE ARIZONA SIDE OF BOULDER DAM,
 GR1847'ON FOOT BY ASCENDING THE HILL ON THE RIGHT BY THE WAY OF THE
 GR1847'STEEP VALLEY LEADING TO CABLEWAY NO. 9 AND CONTINUING TO TOP
 GR1847'OF THE FIRST HILL.  CONTINUE DOWN-STREAM TO THE RIDGE LEADING
 GR1847'TO THE TOP OF SUGARLOAF HILL AND STATION.  STATION IS NOT ON
 GR1847'THE HIGHEST PART OF THE HILL, BUT IS LOCATED ON THE DAM SIDE
 GR1847'AND SOME 5 FEET LOWER THAN THE TOP OF THE HILL.
 GR1847
 GR1847                          STATION RECOVERY (1947)
 GR1847
 GR1847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 GR1847'RECOVERED IN GOOD CONDITION.
 GR1847
 GR1847                          STATION RECOVERY (1968)
 GR1847
 GR1847'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1968 (VA)
 GR1847'SUGARLOAF BRWE EXCELLENT.
 GR1847'
 GR1847'R.M. NO 1-EXCELLENT.
 GR1847'
 GR1847'R.M. NO 2-EXCELLENT.
 GR1847
 GR1847                          STATION RECOVERY (1981)
 GR1847
 GR1847'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 GR1847'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GR1847'CONDITION AND AS DESCRIBED.  A DIFFERENCE IN MEASUREMENT WAS FOUND. TO
 GR1847'ENTER THE RESTRICTED AREA VISIT THE TOWER ON THE NEVADA SIDE OF THE
 GR1847'DAM FOR KEYS AND PERMISSION OR CALL 293 8301.
 GR1847'
 GR1847'TO REACH THE STATION FROM THE ARIZONA SIDE OF BOULDER DAM TRAVEL EAST
 GR1847'UPHILL ON U.S. HIGHWAY 93 TO THE FIRST GATE ON THE RIGHT.  THE STATION
 GR1847'IS VISIBLE FROM THIS POINT ON TOP OF THE ROUND ROCKY HILL.  PASS
 GR1847'THROUGH GATE AND TRAVEL AS FAR AS POSSIBLE TOWARD SADDLE ON THE NORTH
 GR1847'SIDE.  FROM END OF TRUCK TRAVEL PACK TO SADDLE AND THEN PACK SOUTH TO
 GR1847'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1305 ***********************************************************************
 CY1305  DESIGNATION -  SUGARLOAF
 CY1305  PID         -  CY1305
 CY1305  STATE/COUNTY-  AZ/COCHISE
 CY1305  USGS QUAD   -  COCHISE HEAD (1979)
 CY1305
 CY1305                         *CURRENT SURVEY CONTROL
 CY1305  ___________________________________________________________________
 CY1305* NAD 83(1992)-  32 00 51.17053(N)    109 19 29.74299(W)     ADJUSTED  
 CY1305* NAVD 88     -      2228.9    (meters)    7313.     (feet)  VERTCON   
 CY1305  ___________________________________________________________________
 CY1305  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CY1305  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CY1305  HORZ ORDER  -  THIRD
 CY1305
 CY1305.The horizontal coordinates were established by classical geodetic methods
 CY1305.and adjusted by the National Geodetic Survey in August 1993.
 CY1305
 CY1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1305
 CY1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1305
 CY1305.The geoid height was determined by GEOID03.
 CY1305
 CY1305;                    North         East     Units Scale Factor Converg.
 CY1305;SPC AZ E     -   112,752.686   292,879.511   MT  0.99997796   +0 26 46.5
 CY1305;SPC AZ E     -   369,923.51    960,890.78   iFT  0.99997796   +0 26 46.5
 CY1305;UTM  12      - 3,543,237.407   658,204.978   MT  0.99990867   +0 53 17.5
 CY1305
 CY1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1305!SPC AZ E     -   0.99965423  x   0.99997796  =   0.99963220
 CY1305!UTM  12      -   0.99965423  x   0.99990867  =   0.99956294
 CY1305
 CY1305|---------------------------------------------------------------------|
 CY1305| PID    Reference Object                     Distance      Geod. Az  |
 CY1305|                                                           dddmmss.s |
 CY1305| CY1149 SUGARLOAF LOOKOUT HOUSE               6.660 METERS 06258     |
 CY1305|---------------------------------------------------------------------|
 CY1305
 CY1305                          SUPERSEDED SURVEY CONTROL
 CY1305
 CY1305  NAD 83(1986)-  32 00 51.17262(N)    109 19 29.76445(W) AD(       ) 3
 CY1305  NGVD 29 (02/25/92) 2228.0    (m)         7310.     (f) VERT ANG    3  
 CY1305
 CY1305.Superseded values are not recommended for survey control.
 CY1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1305.See file dsdata.txt to determine how the superseded data were derived.
 CY1305
 CY1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5820543237(NAD 83)
 CY1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1305+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 CY1305
 CY1305  HISTORY     - Date     Condition        Report By
 CY1305  HISTORY     - UNK      MONUMENTED
 CY1305  HISTORY     - 20030426 GOOD             NGS
 CY1305
 CY1305                          STATION DESCRIPTION
 CY1305
 CY1305'DESCRIBED UNK
 CY1305'RECOVERED AS DESCRIBED.
 CY1305
 CY1305                          STATION RECOVERY (2003)
 CY1305
 CY1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY1305'STATION ATOP SUGARLOAF IN CHIRICAHUA NAT'L MON, 4 M SW OF SW CORNER OF
 CY1305'LOOKOUT HOUSE AND 4 M N OF INFO SIGN FOR TURKEY CREEK CALDERA.  USFS
 CY1305'SURVEY DISK STAMPED 'SUGARLOAF 1934' IS SET IN RHYOLITE BOULDER WITH
 CY1305'NO COUNTERSINK.  FROM INTERSECTION OF AZ 181 AND AZ 186 GO E ON AZ 181
 CY1305'3 MI TO MONUMENT ENTRANCE AND CONTINUE 7.4 MI TO TURN RIGHT.  GO 0.6
 CY1305'MI TO PARKING LOT AND HIKE TRAIL 0.9 MI TO SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1290 ***********************************************************************
 DB1290  DESIGNATION -  SUGARLOAF 2
 DB1290  PID         -  DB1290
 DB1290  STATE/COUNTY-  AZ/YUMA
 DB1290  USGS QUAD   -  LAGUNA DAM (1979)
 DB1290
 DB1290                         *CURRENT SURVEY CONTROL
 DB1290  ___________________________________________________________________
 DB1290* NAD 83(1992)-  32 47 30.23602(N)    114 29 08.57120(W)     ADJUSTED  
 DB1290* NAVD 88     -       204.9    (meters)     672.     (feet)  VERTCON   
 DB1290  ___________________________________________________________________
 DB1290  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DB1290  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB1290  HORZ ORDER  -  SECOND
 DB1290
 DB1290.The horizontal coordinates were established by classical geodetic methods
 DB1290.and adjusted by the National Geodetic Survey in August 1993.
 DB1290
 DB1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1290
 DB1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1290
 DB1290.The geoid height was determined by GEOID03.
 DB1290
 DB1290;                    North         East     Units Scale Factor Converg.
 DB1290;SPC AZ W     -   198,902.662   144,447.866   MT  0.99999187   -0 23 54.5
 DB1290;SPC AZ W     -   652,567.79    473,910.32   iFT  0.99999187   -0 23 54.5
 DB1290;SPC CA 6     -   570,719.794 2,165,256.341   MT  0.99999861   +0 58 10.2
 DB1290;SPC CA 6     - 1,872,436.52  7,103,845.18   sFT  0.99999861   +0 58 10.2
 DB1290;UTM  11      - 3,630,997.787   735,455.847   MT  1.00028365   +1 21 44.4
 DB1290
 DB1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1290!SPC AZ W     -   0.99997310  x   0.99999187  =   0.99996497
 DB1290!SPC CA 6     -   0.99997310  x   0.99999861  =   0.99997171
 DB1290!UTM  11      -   0.99997310  x   1.00028365  =   1.00025674
 DB1290
 DB1290|---------------------------------------------------------------------|
 DB1290| PID    Reference Object                     Distance      Geod. Az  |
 DB1290|                                                           dddmmss.s |
 DB1290| CF1573 SUGARLOAF 2 RM 3                      6.031 METERS 04309     |
 DB1290| CF1572 SUGARLOAF 2 AZ MK                                  1055337.9 |
 DB1290| CF1574 SUGARLOAF 2 RM 4                      3.179 METERS 20058     |
 DB1290|---------------------------------------------------------------------|
 DB1290
 DB1290                          SUPERSEDED SURVEY CONTROL
 DB1290
 DB1290  NAD 83(1986)-  32 47 30.24274(N)    114 29 08.57815(W) AD(       ) 2
 DB1290  NAD 27      -  32 47 30.08296(N)    114 29 05.76268(W) AD(       ) 2
 DB1290  NGVD 29 (07/19/86)  204.2    (m)          670.     (f) VERT ANG    3  
 DB1290
 DB1290.Superseded values are not recommended for survey control.
 DB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1290.See file dsdata.txt to determine how the superseded data were derived.
 DB1290
 DB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3545630998(NAD 83)
 DB1290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1290_SETTING: 66 = SET IN ROCK OUTCROP
 DB1290_SP_SET: SET IN ROCK OUTCROP
 DB1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1290+STABILITY: POSITION/ELEVATION WELL
 DB1290
 DB1290  HISTORY     - Date     Condition        Report By
 DB1290  HISTORY     - 1964     MONUMENTED       USE
 DB1290  HISTORY     - 1964     GOOD             USGS
 DB1290
 DB1290                          STATION DESCRIPTION
 DB1290
 DB1290'DESCRIBED BY US ENGINEERS 1964 (LGB)
 DB1290'STATION IS LOCATED, AIRLINE ABOUT 10 MILES NORTHEAST OF YUMA,
 DB1290'2 MILES SOUTH OF THE LAGUNA DAM AND IS ON THE HIGHEST POINT
 DB1290'OF A SHARP, ROCKY PEAK WHICH IS LOCALLY KNOWN AS SQUAW PEAK.
 DB1290'
 DB1290'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 DB1290'AND 95 IN THE SOUTHWEST PART OF YUMA, GO EAST ON U.S. HIGHWAY
 DB1290'95 FOR 6.5 MILES TO A PAVED SIDE ROAD LEFT AND THE WINNS GILA
 DB1290'STORE ON THE LEFT.  TURN LEFT AND GO NORTH ON THE PAVED ROAD
 DB1290'FOR 5.8 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT AND AN OLD
 DB1290'CHURCH BUILDING ON THE LEFT.  TURN RIGHT AND GO EAST ON THE
 DB1290'GRAVEL ROAD FOR 0.6 MILE TO THE GILA CANAL.  TURN RIGHT AND
 DB1290'GO SOUTH ON A LEVEE ROAD ALONG THE WEST SIDE OF THE CANAL FOR
 DB1290'1.6 MILES TO A BRIDGE OVER THE CANAL.  TURN LEFT, CROSS THE
 DB1290'BRIDGE THEN TURN SHARP LEFT AND GO NORTH ON A LEVEE ROAD ALONG
 DB1290'THE EAST SIDE OF THE CANAL FOR 1.0 MILE TO A SIDE ROAD
 DB1290'RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON A BULLDOZED ROAD
 DB1290'FOR 0.55 MILE TO A DRAW WHERE THE ROAD IS WASHED OUT.  BEAR
 DB1290'RIGHT CROSSING THE DRAW, THEN FOLLOW TRACK ROAD EAST ALONG
 DB1290'THE CREST OF A RIDGE FOR 1.0 MILE TO WHERE THE TRACK ROAD TURNS
 DB1290'SHARP LEFT.  TURN LEFT AND GO NORTH, DOWNHILL, ON THE TRACK
 DB1290'ROAD FOR 0.05 MILE TO THE INTERSECTION OF A TRACK ROAD.
 DB1290'TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.15 MILE TO A
 DB1290'FORK.  TAKE THE LEFT FORK, DOWN INTO A LARGE WASH, THEN TURN
 DB1290'SHARP LEFT AND GO WEST ON A DIM TRACK ROAD UP THE WASH FOR
 DB1290'0.15 MILE TO WHERE THE TRACK ROAD TURNS SHARP RIGHT AND
 DB1290'LEAVES THE WASH.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD
 DB1290'ALONG THE CREST OF A RIDGE FOR 0.4 MILE TO THE AZIMUTH MARK ON
 DB1290'THE LEFT AND THE END OF TRUCK TRAVEL.  PACK WEST ALONG THE
 DB1290'CREST OF A RIDGE FOR ABOUT 0.05 MILE THEN BEAR RIGHT AND
 DB1290'CONTINUE WEST ON A TRAIL FOR ABOUT 0.3 MILE TO THE HIGHEST
 DB1290'POINT AND THE STATION.  30 MINUTE PACK.  4 WHEEL DRIVE
 DB1290'VEHICLE IS REQUIRED.
 DB1290'
 DB1290'STATION MARK IS A U.S. ARMY CORP OF ENGINEERS BRONZE DISK,
 DB1290'STAMPED SUGARLOAF 2 30 ENGR G.P. 1956, CEMENTED IN THE TOP OF
 DB1290'A 2-INCH IRON PIPE WHICH PROJECTS ABOUT 15 INCHES.  IT IS ON
 DB1290'THE HIGHEST PART OF THE HILL.
 DB1290'
 DB1290'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SUGARLOAF 2 USE NO
 DB1290'3 1964, CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP.  IT IS
 DB1290'ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 DB1290'
 DB1290'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SUGARLOAF 2 USE
 DB1290'NO 4 1964, CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP AND IS
 DB1290'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 DB1290'
 DB1290'AZIMUTH MARK IS A STANDARD DISK, STAMPED SUGARLOAF 2 USE 1964,
 DB1290'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING
 DB1290'ABOUT 8 INCHES.  IT IS 25 FEET WEST OF THE CENTER OF A TRACK
 DB1290'ROAD AND 6 FEET WEST OF A METAL WITNESS POST.
 DB1290
 DB1290                          STATION RECOVERY (1964)
 DB1290
 DB1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1290'RECOVERED IN GOOD CONDITION.
 DB1290'
 DB1290'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1149 ***********************************************************************
 CY1149  DESIGNATION -  SUGARLOAF LOOKOUT HOUSE
 CY1149  PID         -  CY1149
 CY1149  STATE/COUNTY-  AZ/COCHISE
 CY1149  USGS QUAD   -  COCHISE HEAD (1979)
 CY1149
 CY1149                         *CURRENT SURVEY CONTROL
 CY1149  ___________________________________________________________________
 CY1149* NAD 83(1992)-  32 00 51.26878(N)    109 19 29.51692(W)     ADJUSTED  
 CY1149* NAVD 88     -              **(meters)            **(feet)            
 CY1149  ___________________________________________________________________
 CY1149  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CY1149  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CY1149  HORZ ORDER  -  THIRD
 CY1149
 CY1149.The horizontal coordinates were established by classical geodetic methods
 CY1149.and adjusted by the National Geodetic Survey in August 1993.
 CY1149
 CY1149
 CY1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1149
 CY1149.The geoid height was determined by GEOID03.
 CY1149
 CY1149;                    North         East     Units Scale Factor Converg.
 CY1149;SPC AZ E     -   112,755.759   292,885.420   MT  0.99997797   +0 26 46.6
 CY1149;SPC AZ E     -   369,933.59    960,910.17   iFT  0.99997797   +0 26 46.6
 CY1149;UTM  12      - 3,543,240.525   658,210.863   MT  0.99990870   +0 53 17.6
 CY1149
 CY1149                          SUPERSEDED SURVEY CONTROL
 CY1149
 CY1149  NAD 83(1986)-  32 00 51.26661(N)    109 19 29.51218(W) AD(       ) 4
 CY1149  NAD 27      -  32 00 50.95400(N)    109 19 27.29100(W) AD(       ) 3
 CY1149
 CY1149.Superseded values are not recommended for survey control.
 CY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1149.See file dsdata.txt to determine how the superseded data were derived.
 CY1149
 CY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5821143241(NAD 83)
 CY1149_MARKER: 73 = LOOKOUT HOUSE
 CY1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1149+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 CY1149
 CY1149  HISTORY     - Date     Condition        Report By
 CY1149  HISTORY     - 1935     FIRST OBSERVED   CGS
 CY1149  HISTORY     - 20030426 GOOD             NGS
 CY1149
 CY1149                          STATION DESCRIPTION
 CY1149
 CY1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY1149'STATION ATOP SUGARLOAF IN CHIRICAHUA NAT'L MON, AT 5 M BY 5 M STONE
 CY1149'AND WOOD LOOKOUT HUT.  SITE IS CENTER LIGHTNING ROD ON TILED ROOF AND
 CY1149'IS 6.5 M N72E OF STATION SUGARLOAF.  FROM INTERSECTION OF AZ 181 AND
 CY1149'AZ 186 GO E ON AZ 181 3 MI TO MONUMENT ENTRANCE AND CONTINUE 7.4 MI TO
 CY1149'TURN RIGHT.  GO 0.6 MI TO PARKING LOT AND HIKE TRAIL 0.9 MI TO SUMMIT
 CY1149'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1294 ***********************************************************************
 DB1294  DESIGNATION -  SUGARLOAF RM 1/2 INCH PIPE
 DB1294  PID         -  DB1294
 DB1294  STATE/COUNTY-  AZ/YUMA
 DB1294  USGS QUAD   -  LAGUNA DAM (1979)
 DB1294
 DB1294                         *CURRENT SURVEY CONTROL
 DB1294  ___________________________________________________________________
 DB1294* NAD 83(1992)-  32 47 30.17978(N)    114 29 08.63828(W)     ADJUSTED  
 DB1294* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 DB1294  ___________________________________________________________________
 DB1294  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DB1294  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB1294  HORZ ORDER  -  SECOND
 DB1294
 DB1294.The horizontal coordinates were established by classical geodetic methods
 DB1294.and adjusted by the National Geodetic Survey in August 1993.
 DB1294
 DB1294.The orthometric height was scaled from a topographic map.
 DB1294
 DB1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1294
 DB1294.The geoid height was determined by GEOID03.
 DB1294
 DB1294;                    North         East     Units Scale Factor Converg.
 DB1294;SPC AZ W     -   198,900.942   144,446.109   MT  0.99999187   -0 23 54.5
 DB1294;SPC AZ W     -   652,562.15    473,904.56   iFT  0.99999187   -0 23 54.5
 DB1294;SPC CA 6     -   570,718.033 2,165,254.625   MT  0.99999862   +0 58 10.2
 DB1294;SPC CA 6     - 1,872,430.75  7,103,839.55   sFT  0.99999862   +0 58 10.2
 DB1294;UTM  11      - 3,630,996.013   735,454.143   MT  1.00028364   +1 21 44.4
 DB1294
 DB1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1294!SPC AZ W     -   0.99997313  x   0.99999187  =   0.99996500
 DB1294!SPC CA 6     -   0.99997313  x   0.99999862  =   0.99997175
 DB1294!UTM  11      -   0.99997313  x   1.00028364  =   1.00025677
 DB1294
 DB1294                          SUPERSEDED SURVEY CONTROL
 DB1294
 DB1294  NAD 83(1986)-  32 47 30.18670(N)    114 29 08.64522(W) AD(       ) 2
 DB1294  NAD 27      -  32 47 30.02500(N)    114 29 05.82800(W) AD(       ) 2
 DB1294
 DB1294.Superseded values are not recommended for survey control.
 DB1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1294.See file dsdata.txt to determine how the superseded data were derived.
 DB1294
 DB1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3545430996(NAD 83)
 DB1294_MARKER: P = PIPE CAP
 DB1294_SETTING: 0 = UNSPECIFIED SETTING
 DB1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1294
 DB1294  HISTORY     - Date     Condition        Report By
 DB1294  HISTORY     - 1934     MONUMENTED       BOR
 DB1294
 DB1294                          STATION DESCRIPTION
 DB1294
 DB1294'DESCRIBED BY US BUREAU OF RECLAMATION 1934
 DB1294'STATION IS REACHED FROM YUMA--FROM THE EASTERN CITY LIMITS ON
 DB1294'U.S. HIGHWAY 80 GO E ON SAME FOR 7.5 MILES TO A ROAD LEADING
 DB1294'OFF TO THE LEFT.  SIGN HERE READS DOME AND QUARTZITE.  TAKE
 DB1294'THIS ROAD TO THE LEFT, N, AND GO 1.8 MILES AND TURN RIGHT.  GO
 DB1294'0.5 MILE TO A STORE AND SIGN READING LAGUNA DAM.  HERE TURN
 DB1294'LEFT, N, AND GO 3.7 MILES.  HERE CROSS DITCH OR CANAL AND GO
 DB1294'STRAIGHT AHEAD 2.9 MILES.  AT THIS POINT CONTINUE STRAIGHT
 DB1294'AHEAD AND GO 1.8 MILES TO WHERE ROAD MAKES A LEFT BEND.  HERE
 DB1294'TURN OFF OF ROAD TO THE RIGHT ONTO ROAD THAT PARALLELS A
 DB1294'DITCH.  FOLLOW THIS ROAD FOR 0.4 MILE.  HERE TURN LEFT AND
 DB1294'CROSS DITCH ON SMALL BRIDGE GOING STRAIGHT AHEAD AND PASSING
 DB1294'OLD SHACK ON THE RIGHT SIDE, AND GO 0.6 MILE ON OLD TRACKS
 DB1294'TOWARD THE SHARP PEAK THAT LAYS ABOUT 3/4 MILE ESE OF OLD
 DB1294'SHACK.  FROM END OF TRUCK TRAVEL FOLLOW WASH E TO FOOT OF
 DB1294'HILLS.  THE S SIDE OF HILL IS ABOUT THE ONLY WAY UP.  ABOUT A
 DB1294'40-MINUTE PACK.
 DB1294'
 DB1294'U.S.B.R. STATION MARK IS 1/2-INCH PIPE WITH CROSS ON IT, WEDGED
 DB1294'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0351 ***********************************************************************
 GQ0351  DESIGNATION -  SUICIDE
 GQ0351  PID         -  GQ0351
 GQ0351  STATE/COUNTY-  AZ/MOHAVE
 GQ0351  USGS QUAD   -  LOST SPRING MTN WEST (1988)
 GQ0351
 GQ0351                         *CURRENT SURVEY CONTROL
 GQ0351  ___________________________________________________________________
 GQ0351* NAD 83(1992)-  36 57 30.23078(N)    113 10 18.72442(W)     ADJUSTED  
 GQ0351* NAVD 88     -      1740.7    (meters)    5711.     (feet)  VERTCON   
 GQ0351  ___________________________________________________________________
 GQ0351  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 GQ0351  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 GQ0351  HORZ ORDER  -  FIRST
 GQ0351
 GQ0351.The horizontal coordinates were established by classical geodetic methods
 GQ0351.and adjusted by the National Geodetic Survey in November 1997.
 GQ0351
 GQ0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0351
 GQ0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0351
 GQ0351.The geoid height was determined by GEOID03.
 GQ0351
 GQ0351;                    North         East     Units Scale Factor Converg.
 GQ0351;SPC AZ W     -   661,031.827   264,845.340   MT  0.99996598   +0 20 51.4
 GQ0351;SPC AZ W     - 2,168,739.59    868,915.16   iFT  0.99996598   +0 20 51.4
 GQ0351;SPC UT S     - 3,033,708.665   351,103.051   MT  1.00005431   -1 01 27.6
 GQ0351;UTM  12      - 4,092,461.304   306,637.557   MT  1.00006062   -1 18 22.3
 GQ0351
 GQ0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0351!SPC AZ W     -   0.99973053  x   0.99996598  =   0.99969652
 GQ0351!SPC UT S     -   0.99973053  x   1.00005431  =   0.99978483
 GQ0351!UTM  12      -   0.99973053  x   1.00006062  =   0.99979114
 GQ0351
 GQ0351|---------------------------------------------------------------------|
 GQ0351| PID    Reference Object                     Distance      Geod. Az  |
 GQ0351|                                                           dddmmss.s |
 GQ0351| CH3444 SUICIDE RM 1                          6.518 METERS 11518     |
 GQ0351| CH3443 SUICIDE AZ MK                                      1603514.4 |
 GQ0351| CH3445 SUICIDE RM 2                         11.039 METERS 22157     |
 GQ0351|---------------------------------------------------------------------|
 GQ0351
 GQ0351                          SUPERSEDED SURVEY CONTROL
 GQ0351
 GQ0351  NAD 83(1992)-  36 57 30.22780(N)    113 10 18.72638(W) AD(       ) 1
 GQ0351  NAD 83(1986)-  36 57 30.22501(N)    113 10 18.72507(W) AD(       ) 1
 GQ0351  NAD 27      -  36 57 30.28100(N)    113 10 15.92800(W) AD(       ) 1
 GQ0351  NGVD 29 (07/19/86) 1739.8    (m)         5708.     (f) VERT ANG    3  
 GQ0351
 GQ0351.Superseded values are not recommended for survey control.
 GQ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0351.See file dsdata.txt to determine how the superseded data were derived.
 GQ0351
 GQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0663892461(NAD 83)
 GQ0351_MARKER: DS = TRIANGULATION STATION DISK
 GQ0351_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0351_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GQ0351
 GQ0351  HISTORY     - Date     Condition        Report By
 GQ0351  HISTORY     - 1952     MONUMENTED       CGS
 GQ0351
 GQ0351                          STATION DESCRIPTION
 GQ0351
 GQ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0351'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE WEST RIM
 GQ0351'OF A MESA WITH A SHEER CLIFF TO THE WEST.  THE MESA RISES
 GQ0351'SLOWLY FROM THE EAST AND ENDS IN SHEER CLIFFS TO THE NORTH,
 GQ0351'WEST AND SOUTH.  THE STATION IS 14.5 MILES WEST OF CANE
 GQ0351'BEDS, 11 MILES, AIRLINE, WEST-SOUTHWEST OF SHORT CREEK AND
 GQ0351'3 MILES SOUTH OF THE UTAH AND ARIZONA STATE LINE.
 GQ0351'
 GQ0351'TO REACH FROM THE POST OFFICE IN SHORT CREEK, GO WEST 0.1
 GQ0351'MILE, THEN SOUTH 0.2 MILE, MAKE A JOG EAST AND THEN SOUTH,
 GQ0351'RIGHT, ON THE MAIN ROAD AND GO 2.75 MILES TO A T ROAD, TURN
 GQ0351'RIGHT, WEST, GO FOR 1.75 MILES TO A FORK AND RANCH BUILDINGS
 GQ0351'ON THE LEFT, GO STRAIGHT AHEAD, WEST, FOR 1.1 MILES TO A WIRE
 GQ0351'GATE, PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.6 MILE
 GQ0351'TO A FORK, KEEP RIGHT, STRAIGHT AHEAD, FOR 0.3 MILE TO A FORK,
 GQ0351'KEEP LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.9 MILES TO
 GQ0351'A DIM CROSSROAD, CONTINUE STRAIGHT AHEAD, WEST, FOR 1.1
 GQ0351'MILES TO A FORK, KEEP RIGHT, WEST, FOR 0.7 MILE TO A FORK,
 GQ0351'KEEP RIGHT ON THE MAIN TRAVELED ROAD GOING WEST AND THEN
 GQ0351'NORTHWEST FOR 2.9 MILES TO A DIM SIDE ROAD LEFT, HERE TURN
 GQ0351'SHARP LEFT AND FOLLOW THE MAIN TRACK ROAD WEST AND
 GQ0351'SOUTHWEST FOR 0.7 MILE TO A FORK IN AN OPENING IN THE
 GQ0351'TREES, KEEP RIGHT AND FOLLOW THE MAIN TRACK ROAD WEST
 GQ0351'THROUGH THE SAGE BRUSH FOR 1.6 MILES TO A POINT ON A LOW
 GQ0351'ROCKY RIDGE AT A TRIANGLE BLAZE ON A TWIN PINE TREE,
 GQ0351'THE TREE IS 12 PACES TO THE RIGHT OF THE ROAD.  FROM THIS
 GQ0351'POINT PICK YOUR WAY WEST THROUGH THE TREES AND BRUSH FOR
 GQ0351'1.3 MILES TO THE WEST EDGE OF THE MESA NEAR THE LOCATION
 GQ0351'OF THE AZIMUTH MARK, TURN RIGHT, NORTH, GOING 0.35
 GQ0351'MILE TO THE HIGHEST POINT AND THE STATION.
 GQ0351'
 GQ0351'THE STATION IS A STANDARD DISK STAMPED SUICIDE 1952.  IT IS
 GQ0351'CEMENTED IN A DRILL HOLE IN A LARGE SECTION OF EXPOSED BEDROCK
 GQ0351'WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  IT IS 100 YARDS
 GQ0351'NORTH OF THE HIGHEST POINT OF THE MESA RIM, WHERE THE RIM
 GQ0351'RUNS EAST INSTEAD OF NORTH AND SOUTH, IT IS 10 FEET EAST
 GQ0351'OF THE WEST RIM OF THE MESA.  AT THIS POINT THERE IS A LARGE
 GQ0351'SECTION OF THE RIM THAT HAS BROKEN OFF AND HANGS OUT FROM
 GQ0351'THE MAIN MESA RIM.
 GQ0351'
 GQ0351'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUICIDE NO 1 1952.
 GQ0351'IT IS CEMENTED IN A DRILL HOLE IN EXPOSED BEDROCK WHICH PROJECTS
 GQ0351'4 INCHES.  IT IS 6 FEET WEST OF A SMALL JUNIPER TREE.
 GQ0351'
 GQ0351'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SUICIDE NO 2 1952.
 GQ0351'IT IS CEMENTED IN A DRILL HOLE IN A LARGE SECTION OF EXPOSED
 GQ0351'BEDROCK WHICH PROJECTS 4 INCHES.  IT IS ON THE EAST EDGE OF
 GQ0351'THE BEDROCK AND 12 FEET EAST OF A PINE TREE WHICH IS AT THE
 GQ0351'WEST EDGE OF THE BEDROCK.
 GQ0351'
 GQ0351'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUICIDE 1952.
 GQ0351'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0351'IT IS 200 YARDS NORTH OF A HIGHER POINT WHERE THE RIM TURNS
 GQ0351'EAST FROM NORTH AND SOUTH.  IT IS 15 FEET EAST OF THE WEST
 GQ0351'EDGE OF THE MESA RIM AND 0.2 MILE SOUTH FROM WHERE THE RIM TURNS
 GQ0351'WEST TO A HIGHER POINT AND THE STATION.  TO REACH FROM THE
 GQ0351'STATION, GO EAST AND THEN SOUTH ALONG THE RIM TO THE AZIMUTH
 GQ0351'MARK AS DESCRIBED.  IT HAS BEEN MARKED BY TRIMMING 2 SMALL
 GQ0351'JUNIPER TREES, ONE IS ABOUT 10 FEET NORTH OF THE MARK AND
 GQ0351'THE OTHER IS ABOUT 10 FEET TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1918 ***********************************************************************
 CZ1918  DESIGNATION -  SUIZO
 CZ1918  PID         -  CZ1918
 CZ1918  STATE/COUNTY-  AZ/PINAL
 CZ1918  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ1918
 CZ1918                         *CURRENT SURVEY CONTROL
 CZ1918  ___________________________________________________________________
 CZ1918* NAD 83(1992)-  32 37 38.41200(N)    111 00 06.30850(W)     ADJUSTED  
 CZ1918* NAVD 88     -      1056.7    (meters)    3467.     (feet)  VERTCON   
 CZ1918  ___________________________________________________________________
 CZ1918  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CZ1918  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CZ1918  HORZ ORDER  -  SECOND
 CZ1918
 CZ1918.The horizontal coordinates were established by classical geodetic methods
 CZ1918.and adjusted by the National Geodetic Survey in August 1993.
 CZ1918
 CZ1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1918
 CZ1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1918
 CZ1918.The geoid height was determined by GEOID03.
 CZ1918
 CZ1918;                    North         East     Units Scale Factor Converg.
 CZ1918;SPC AZ C     -   180,796.482   299,212.268   MT  0.99999086   +0 29 36.0
 CZ1918;SPC AZ C     -   593,164.31    981,667.55   iFT  0.99999086   +0 29 36.0
 CZ1918;UTM  12      - 3,609,974.685   499,835.617   MT  0.99960000   -0 00 03.4
 CZ1918
 CZ1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1918!SPC AZ C     -   0.99983860  x   0.99999086  =   0.99982947
 CZ1918!UTM  12      -   0.99983860  x   0.99960000  =   0.99943867
 CZ1918
 CZ1918|---------------------------------------------------------------------|
 CZ1918| PID    Reference Object                     Distance      Geod. Az  |
 CZ1918|                                                           dddmmss.s |
 CZ1918| CH5516 SUIZO RM 2                           10.625 METERS 12351     |
 CZ1918| CH5515 SUIZO RM 1                           10.257 METERS 30409     |
 CZ1918| CZ1919 FOREMAN                             APPROX. 6.2 KM 3102949.9 |
 CZ1918|---------------------------------------------------------------------|
 CZ1918
 CZ1918                          SUPERSEDED SURVEY CONTROL
 CZ1918
 CZ1918  NAD 83(1986)-  32 37 38.40667(N)    111 00 06.30473(W) AD(       ) 2
 CZ1918  NAD 27      -  32 37 38.14494(N)    111 00 03.91911(W) AD(       ) 2
 CZ1918  NGVD 29 (07/19/86) 1056.0    (m)         3465.     (f) VERT ANG    3  
 CZ1918
 CZ1918.Superseded values are not recommended for survey control.
 CZ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1918.See file dsdata.txt to determine how the superseded data were derived.
 CZ1918
 CZ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9983609975(NAD 83)
 CZ1918_MARKER: DD = SURVEY DISK
 CZ1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1918_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1918+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 CZ1918
 CZ1918  HISTORY     - Date     Condition        Report By
 CZ1918  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1918  HISTORY     - 20070127 GOOD             GEOCAC
 CZ1918
 CZ1918                          STATION DESCRIPTION
 CZ1918
 CZ1918'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1918'THE STATION IS ABOUT 14 MILES WEST NORTHWEST OF ORACLE, 6.5 MILES
 CZ1918'NORTHWEST OF ORACLE JUNCTION ON THE WEST SIDE OF U.S. HWY. 80-89.
 CZ1918'
 CZ1918'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED SUIZO 1977 AND
 CZ1918'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.4
 CZ1918'FEET.  THE MARK IS 93 FEET WEST OF CENTERLINE OF U.S. HWY. 80-89
 CZ1918'AND IS MARKED WITH A WITNESS POST AND SIGN 3 FEET TO WEST.
 CZ1918'
 CZ1918'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED SUIZO RM
 CZ1918'2 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1918'PROJECTING 0.3 FEET.
 CZ1918'
 CZ1918'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED SUIZO RM
 CZ1918'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1918'PROJECTING 0.3 FEET.
 CZ1918'
 CZ1918'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 77 AND
 CZ1918'U.S. HWY. 80-89 AT ORACLE JUNCTION, TRAVEL NORTH ON U.S. HWY. 80-89
 CZ1918'TO MILE POST 97.55 AND THE STATION ON THE LEFT (WEST)
 CZ1918'IN A PULL-OUT AREA.
 CZ1918'
 CZ1918'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1918
 CZ1918                          STATION RECOVERY (2007)
 CZ1918
 CZ1918'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1194 ***********************************************************************
 CG1194  DESIGNATION -  SULGER
 CG1194  PID         -  CG1194
 CG1194  STATE/COUNTY-  AZ/COCHISE
 CG1194  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1194
 CG1194                         *CURRENT SURVEY CONTROL
 CG1194  ___________________________________________________________________
 CG1194* NAD 83(1992)-  31 41 50.45321(N)    110 21 00.21733(W)     ADJUSTED  
 CG1194* NAVD 88     -      1336.0    (meters)    4383.     (feet)  VERTCON   
 CG1194  ___________________________________________________________________
 CG1194  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CG1194  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CG1194  HORZ ORDER  -  SECOND
 CG1194
 CG1194.The horizontal coordinates were established by classical geodetic methods
 CG1194.and adjusted by the National Geodetic Survey in August 1993.
 CG1194
 CG1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1194
 CG1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1194
 CG1194.The geoid height was determined by GEOID03.
 CG1194
 CG1194;                    North         East     Units Scale Factor Converg.
 CG1194;SPC AZ E     -    77,325.696   195,975.596   MT  0.99990373   -0 05 46.9
 CG1194;SPC AZ E     -   253,693.23    642,964.55   iFT  0.99990373   -0 05 46.9
 CG1194;UTM  12      - 3,507,073.372   561,591.665   MT  0.99964679   +0 20 29.4
 CG1194
 CG1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1194!SPC AZ E     -   0.99979466  x   0.99990373  =   0.99969841
 CG1194!UTM  12      -   0.99979466  x   0.99964679  =   0.99944152
 CG1194
 CG1194|---------------------------------------------------------------------|
 CG1194| PID    Reference Object                     Distance      Geod. Az  |
 CG1194|                                                           dddmmss.s |
 CG1194| CS6159 SULGER RM 1                          12.223 METERS 02557     |
 CG1194| CS6160 SULGER RM 2                          12.231 METERS 15433     |
 CG1194|---------------------------------------------------------------------|
 CG1194
 CG1194                          SUPERSEDED SURVEY CONTROL
 CG1194
 CG1194  NAD 83(1986)-  31 41 50.44540(N)    110 21 00.21143(W) AD(       ) 2
 CG1194  NGVD 29 (06/28/91) 1335.1    (m)         4380.     (f) VERT ANG    3  
 CG1194
 CG1194.Superseded values are not recommended for survey control.
 CG1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1194.See file dsdata.txt to determine how the superseded data were derived.
 CG1194
 CG1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6159207073(NAD 83)
 CG1194_MARKER: DS = TRIANGULATION STATION DISK
 CG1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1194+STABILITY: SURFACE MOTION
 CG1194
 CG1194  HISTORY     - Date     Condition        Report By
 CG1194  HISTORY     - 1986     MONUMENTED       AZDT
 CG1194
 CG1194                          STATION DESCRIPTION
 CG1194
 CG1194'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1194'THE STATION IS LOCATED 4 MILES NORTH OF HUACHUCA CITY, 1/3 MILE NORTH
 CG1194'OF THE JUNCTION OF STATE ROUTES 90 AND 82 AND ALONG THE EAST SIDE OF
 CG1194'STATE ROUTE 90.
 CG1194'
 CG1194'THE STATION MARK IS AN AZDT DISK STAMPED---SULGER 1986---.  IT IS SET
 CG1194'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 80 FEET EAST OF THE
 CG1194'CENTER LINE OF STATE ROUTE 90, 20 FEET WEST OF THE RIGHT OF WAY FENCE
 CG1194'AND 4 FEET NORTH OF THE WITNESS POST.
 CG1194'
 CG1194'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SULGER RM 1 1986---.  IT IS
 CG1194'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET WEST OF THE
 CG1194'RIGHT OF WAY FENCE.
 CG1194'
 CG1194'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SULGER RM 2 1986---.  IT IS
 CG1194'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET WEST OF THE
 CG1194'RIGHT OF WAY FENCE.
 CG1194'
 CG1194'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1194'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG1194'ROUTE 82, CONTINUE NORTH ALONG SR 90 FOR 0.3 MILE TO THE STATION ON
 CG1194'THE RIGHT AT MILE POST 308.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1857 ***********************************************************************
 CZ1857  DESIGNATION -  SUMMERHAVEN
 CZ1857  PID         -  CZ1857
 CZ1857  STATE/COUNTY-  AZ/PIMA
 CZ1857  USGS QUAD   -  MT LEMMON (1981)
 CZ1857
 CZ1857                         *CURRENT SURVEY CONTROL
 CZ1857  ___________________________________________________________________
 CZ1857* NAD 83(1992)-  32 27 12.63147(N)    110 45 13.09808(W)     ADJUSTED  
 CZ1857* NAVD 88     -      2462.0    (meters)    8077.     (feet)  VERTCON   
 CZ1857  ___________________________________________________________________
 CZ1857  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CZ1857  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CZ1857  HORZ ORDER  -  THIRD
 CZ1857
 CZ1857.The horizontal coordinates were established by classical geodetic methods
 CZ1857.and adjusted by the National Geodetic Survey in August 1993.
 CZ1857
 CZ1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1857
 CZ1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1857
 CZ1857.The geoid height was determined by GEOID03.
 CZ1857
 CZ1857;                    North         East     Units Scale Factor Converg.
 CZ1857;SPC AZ C     -   161,747.516   322,706.101   MT  1.00004740   +0 37 27.0
 CZ1857;SPC AZ C     -   530,667.70  1,058,747.05   iFT  1.00004740   +0 37 27.0
 CZ1857;UTM  12      - 3,590,732.232   523,154.938   MT  0.99960661   +0 07 55.9
 CZ1857
 CZ1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1857!SPC AZ C     -   0.99961794  x   1.00004740  =   0.99966532
 CZ1857!UTM  12      -   0.99961794  x   0.99960661  =   0.99922470
 CZ1857
 CZ1857:                Primary Azimuth Mark                     Grid Az
 CZ1857:SPC AZ C     -  SUMMERHAVEN AZ MK                        197 05 28.5
 CZ1857:UTM  12      -  SUMMERHAVEN AZ MK                        197 34 59.6
 CZ1857
 CZ1857|---------------------------------------------------------------------|
 CZ1857| PID    Reference Object                     Distance      Geod. Az  |
 CZ1857|                                                           dddmmss.s |
 CZ1857| CC8319 SUMMERHAVEN AZ MK                                  1974255.5 |
 CZ1857| CC8320 SUMMERHAVEN RM 1                      3.266 METERS 23948     |
 CZ1857| CC8321 SUMMERHAVEN RM 2                      2.546 METERS 33753     |
 CZ1857|---------------------------------------------------------------------|
 CZ1857
 CZ1857                          SUPERSEDED SURVEY CONTROL
 CZ1857
 CZ1857  NAD 83(1986)-  32 27 12.62866(N)    110 45 13.09459(W) AD(       ) 3
 CZ1857  NAD 27      -  32 27 12.34730(N)    110 45 10.74030(W) AD(       ) 3
 CZ1857  NGVD 29 (07/19/86) 2461.0    (m)         8074.     (f) VERT ANG    3  
 CZ1857
 CZ1857.Superseded values are not recommended for survey control.
 CZ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1857.See file dsdata.txt to determine how the superseded data were derived.
 CZ1857
 CZ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2315590732(NAD 83)
 CZ1857_MARKER: DS = TRIANGULATION STATION DISK
 CZ1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1857
 CZ1857  HISTORY     - Date     Condition        Report By
 CZ1857  HISTORY     - 1936     MONUMENTED       CGS
 CZ1857
 CZ1857                          STATION DESCRIPTION
 CZ1857
 CZ1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1857'THE STATION IS ON THE S AND HIGHEST END OF THE ORACLE RIDGE, 11
 CZ1857'MILES S AND 1/2 MILE E OF THE TOWN OF ORACLE.
 CZ1857'
 CZ1857'R.M. NO. 1 IS WSW OF THE STATION AND PROJECTS ABOUT 3 FEET
 CZ1857'ABOVE GROUND.
 CZ1857'
 CZ1857'R.M. NO. 2 IS NNW OF THE STATION AND IS FLUSH WITH THE GROUND.
 CZ1857'
 CZ1857'THE AZIMUTH MARK IS ABOUT 0.3 MILE SSW OF THE STATION, ON
 CZ1857'THE W SLOPE OF A RIDGE ABOUT 30 YARDS E OF A SPRUCE TREE
 CZ1857'WITH A SQUARE BLAZE ON IT.  THIS TREE IS ABOUT 0.1 MILE S
 CZ1857'OF A CATTLE GUARD AND 0.3 MILE S OF A PINE TREE WITH A TRIANGLE
 CZ1857'BLAZED ON IT AND 60 FEET E OF THE SUMMERHAVEN ROAD IN A
 CZ1857'BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND.
 CZ1857'
 CZ1857'ALL OBJECTS VISIBLE FROM A 4-FOOT STAND.
 CZ1857'
 CZ1857'STATION CAN BE REACHED FROM ORACLE BY GOING ON THE SUMMERHAVEN
 CZ1857'ROAD FOR ABOUT 20 MILES TO THE DANGER ARCH ON THE CONTROLLED
 CZ1857'MOUNTAIN ROAD.  CONTINUE ON THIS ROAD FOR 6.1 MILES TO A
 CZ1857'10-INCH TRIANGULAR BLAZE ON A 30-INCH PINE TREE WHICH IS VERY
 CZ1857'NEAR THE TOP OF A SADDLE ON THE RIDGE.  THIS IS THE END OF
 CZ1857'TRUCK TRAVEL.  THE STATION IS ON THE FIRST ROCKY HILL TO THE N
 CZ1857'OF THE SADDLE, ABOUT A 20-MINUTE PACK.  THE STATION IS ON THE S
 CZ1857'END OF THE HILL ON THE W SIDE OF THE RIDGE FALLING RAPIDLY
 CZ1857'TO THE W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0925 ***********************************************************************
 ET0925  DESIGNATION -  SUMMIT
 ET0925  PID         -  ET0925
 ET0925  STATE/COUNTY-  AZ/YAVAPAI
 ET0925  USGS QUAD   -  SQUAW CREEK MESA (1969)
 ET0925
 ET0925                         *CURRENT SURVEY CONTROL
 ET0925  ___________________________________________________________________
 ET0925* NAD 83(1992)-  34 01 54.74087(N)    112 00 48.35434(W)     ADJUSTED  
 ET0925* NAVD 88     -      1649.7    (meters)    5412.     (feet)  VERTCON   
 ET0925  ___________________________________________________________________
 ET0925  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 ET0925  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 ET0925  HORZ ORDER  -  SECOND
 ET0925
 ET0925.The horizontal coordinates were established by classical geodetic methods
 ET0925.and adjusted by the National Geodetic Survey in August 1993.
 ET0925
 ET0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0925
 ET0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0925
 ET0925.The geoid height was determined by GEOID03.
 ET0925
 ET0925;                    North         East     Units Scale Factor Converg.
 ET0925;SPC AZ C     -   336,193.098   204,424.610   MT  0.99990098   -0 03 15.0
 ET0925;SPC AZ C     - 1,102,995.73    670,684.42   iFT  0.99990098   -0 03 15.0
 ET0925;UTM  12      - 3,766,153.022   406,444.904   MT  0.99970789   -0 34 02.0
 ET0925
 ET0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0925!SPC AZ C     -   0.99974545  x   0.99990098  =   0.99964645
 ET0925!UTM  12      -   0.99974545  x   0.99970789  =   0.99945341
 ET0925
 ET0925                          SUPERSEDED SURVEY CONTROL
 ET0925
 ET0925  NAD 83(1986)-  34 01 54.73514(N)    112 00 48.35807(W) AD(       ) 2
 ET0925  NAD 27      -  34 01 54.62100(N)    112 00 45.79900(W) AD(       ) 2
 ET0925  NGVD 29 (07/19/86) 1649.0    (m)         5410.     (f) VERT ANG    3  
 ET0925
 ET0925.Superseded values are not recommended for survey control.
 ET0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0925.See file dsdata.txt to determine how the superseded data were derived.
 ET0925
 ET0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0644566153(NAD 83)
 ET0925_MARKER: DS = TRIANGULATION STATION DISK
 ET0925_SETTING: 66 = SET IN ROCK OUTCROP
 ET0925_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0925+STABILITY: POSITION/ELEVATION WELL
 ET0925
 ET0925  HISTORY     - Date     Condition        Report By
 ET0925  HISTORY     - 1924     MONUMENTED       CGS
 ET0925
 ET0925                          STATION DESCRIPTION
 ET0925
 ET0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET0925'ON THE NEW RIVER MOUNTAINS FORMING THE DIVIDE BETWEEN NEW
 ET0925'RIVER AND THE AGUA FRIA, ABOUT THREE-FOURTHS MILE SOUTHWEST
 ET0925'OF THE HIGHEST SUMMIT OF THE NEW RIVER MOUNTAINS, ON A ROUNDED
 ET0925'HUMP ABOUT 500 FEET BELOW THE SUMMIT AND ABOUT 15 YARDS
 ET0925'WEST OF A LARGE JUNIPER TREE.  MARKED BY A STANDARD BRONZE
 ET0925'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1903 ***********************************************************************
 DU1903  DESIGNATION -  SUMMIT
 DU1903  PID         -  DU1903
 DU1903  STATE/COUNTY-  AZ/PINAL
 DU1903  USGS QUAD   -  PICKETPOST MTN (1981)
 DU1903
 DU1903                         *CURRENT SURVEY CONTROL
 DU1903  ___________________________________________________________________
 DU1903* NAD 83(1992)-  33 16 44.66036(N)    111 13 59.31717(W)     ADJUSTED  
 DU1903* NAVD 88     -       918.3    (meters)    3013.     (feet)  VERTCON   
 DU1903  ___________________________________________________________________
 DU1903  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 DU1903  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DU1903  HORZ ORDER  -  THIRD
 DU1903
 DU1903.The horizontal coordinates were established by classical geodetic methods
 DU1903.and adjusted by the National Geodetic Survey in August 1993.
 DU1903
 DU1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1903
 DU1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1903
 DU1903.The geoid height was determined by GEOID03.
 DU1903
 DU1903;                    North         East     Units Scale Factor Converg.
 DU1903;SPC AZ C     -   252,907.904   277,029.806   MT  0.99994996   +0 22 30.3
 DU1903;SPC AZ C     -   829,750.34    908,890.44   iFT  0.99994996   +0 22 30.3
 DU1903;UTM  12      - 3,682,249.859   478,289.490   MT  0.99960581   -0 07 40.5
 DU1903
 DU1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1903!SPC AZ C     -   0.99986037  x   0.99994996  =   0.99981034
 DU1903!UTM  12      -   0.99986037  x   0.99960581  =   0.99946624
 DU1903
 DU1903:                Primary Azimuth Mark                     Grid Az
 DU1903:SPC AZ C     -  DROMEDARY                                213 37 52.6
 DU1903:UTM  12      -  DROMEDARY                                214 08 03.4
 DU1903
 DU1903|---------------------------------------------------------------------|
 DU1903| PID    Reference Object                     Distance      Geod. Az  |
 DU1903|                                                           dddmmss.s |
 DU1903| DU2076 DROMEDARY                           APPROX. 3.4 KM 2140022.9 |
 DU1903|---------------------------------------------------------------------|
 DU1903
 DU1903                          SUPERSEDED SURVEY CONTROL
 DU1903
 DU1903  NAD 83(1986)-  33 16 44.65530(N)    111 13 59.32032(W) AD(       ) 3
 DU1903  NGVD 29 (09/20/88)  917.7    (m)         3011.     (f) VERT ANG    3  
 DU1903
 DU1903.Superseded values are not recommended for survey control.
 DU1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1903.See file dsdata.txt to determine how the superseded data were derived.
 DU1903
 DU1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7828982250(NAD 83)
 DU1903_MARKER: DS = TRIANGULATION STATION DISK
 DU1903_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU1903_SP_SET: OBJECT IMBEDDED IN GROUND
 DU1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1903
 DU1903  HISTORY     - Date     Condition        Report By
 DU1903  HISTORY     - 1946     MONUMENTED       USGS
 DU1903  HISTORY     - 1963     GOOD             USGS
 DU1903  HISTORY     - 20080907 MARK NOT FOUND   GEOCAC
 DU1903
 DU1903                          STATION DESCRIPTION
 DU1903
 DU1903'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1903'LOCATED ABOUT 8 MI W. OF SUPERIOR.  ON HIGHEST TOP TO N. OF U.S.
 DU1903'HWYS. 60 AND 70, AT POINT WHERE HWY. PASSES OVER SUMMIT (GONZALES
 DU1903'PASS).  THE TOP, A POINT ON N.-S. RIDGE IS ABOUT 400 FT. N. AND
 DU1903'150 FT. HIGHER THAN HWY. AND CAN BE SEEN FROM HWY.
 DU1903'
 DU1903'TO REACH FROM SUPERIOR POST OFFICE, DRIVE 8.8 MI W. ON HWYS. 60
 DU1903'AND 70 TO PASS.  CLIMB N. UP HILL (RIGHT) TO SUMMIT AND STATION.
 DU1903'
 DU1903'STATION MARK--STANDARD TABLET STAMPED---SUMMIT 1946---, CEMENTED
 DU1903'FLUSH IN GROUND.
 DU1903
 DU1903                          STATION RECOVERY (1963)
 DU1903
 DU1903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1903'RECOVERED IN GOOD CONDITION.
 DU1903
 DU1903                          STATION RECOVERY (2008)
 DU1903
 DU1903'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1903'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1903'MARK. THERE WAS A LARGE PILE OF ROCKS AT THE SUMMIT, BUT THE MIDDLE
 DU1903'HAD BEEN HOLLOWED OUT TO GROUND LEVEL. SPENT 3/4 MAN/HOUR SEARCHING
 DU1903'UNDER ROCK-PILE WITH NO EVIDENCE FOUND. A METAL DETECTOR COULD BE VERY
 DU1903'USEFUL HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0239 ***********************************************************************
 ET0239  DESIGNATION -  SUN
 ET0239  PID         -  ET0239
 ET0239  STATE/COUNTY-  AZ/YAVAPAI
 ET0239  USGS QUAD   -  JOES HILL (1969)
 ET0239
 ET0239                         *CURRENT SURVEY CONTROL
 ET0239  ___________________________________________________________________
 ET0239* NAD 83(1992)-  34 13 55.86454(N)    112 07 06.55473(W)     ADJUSTED  
 ET0239* NAVD 88     -      1038.20   (+/-2cm)    3406.2    (feet)  VERTCON   
 ET0239  ___________________________________________________________________
 ET0239  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 ET0239  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 ET0239  HORZ ORDER  -  SECOND
 ET0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0239
 ET0239.The horizontal coordinates were established by classical geodetic methods
 ET0239.and adjusted by the National Geodetic Survey in August 1993.
 ET0239
 ET0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0239.The vertical order pertains to the NGVD 29 superseded value.
 ET0239
 ET0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0239
 ET0239.The geoid height was determined by GEOID03.
 ET0239
 ET0239;                    North         East     Units Scale Factor Converg.
 ET0239;SPC AZ C     -   358,424.652   194,767.560   MT  0.99990426   -0 06 48.7
 ET0239;SPC AZ C     - 1,175,933.90    639,001.18   iFT  0.99990426   -0 06 48.7
 ET0239;UTM  12      - 3,788,466.288   396,989.565   MT  0.99973080   -0 37 45.3
 ET0239
 ET0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0239!SPC AZ C     -   0.99984133  x   0.99990426  =   0.99974561
 ET0239!UTM  12      -   0.99984133  x   0.99973080  =   0.99957217
 ET0239
 ET0239|---------------------------------------------------------------------|
 ET0239| PID    Reference Object                     Distance      Geod. Az  |
 ET0239|                                                           dddmmss.s |
 ET0239| ET0238 SUN RM 1                              6.108 METERS 19858     |
 ET0239| ET0240 SUN RM 2                              4.919 METERS 29838     |
 ET0239| ET0234 JET                                 APPROX. 4.9 KM 3595949.8 |
 ET0239|---------------------------------------------------------------------|
 ET0239
 ET0239                          SUPERSEDED SURVEY CONTROL
 ET0239
 ET0239  NAD 83(1986)-  34 13 55.85960(N)    112 07 06.55490(W) AD(       ) 2
 ET0239  NAD 27      -  34 13 55.74590(N)    112 07 03.98740(W) AD(       ) 2
 ET0239  NGVD 29 (??/??/92) 1037.547  (m)         3404.02   (f) ADJ UNCH    2 0
 ET0239
 ET0239.Superseded values are not recommended for survey control.
 ET0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0239.See file dsdata.txt to determine how the superseded data were derived.
 ET0239
 ET0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9699088466(NAD 83)
 ET0239_MARKER: DS = TRIANGULATION STATION DISK
 ET0239_SETTING: 66 = SET IN ROCK OUTCROP
 ET0239_SP_SET: BEDROCK OUTCROP
 ET0239_STAMPING: SUN 1958
 ET0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0239+STABILITY: POSITION/ELEVATION WELL
 ET0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0239+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0239
 ET0239  HISTORY     - Date     Condition        Report By
 ET0239  HISTORY     - 1959     MONUMENTED       CGS
 ET0239  HISTORY     - 1959     GOOD             NGS
 ET0239  HISTORY     - 20060715 GOOD             GEOCAC
 ET0239  HISTORY     - 20080711 GOOD             GEOCAC
 ET0239
 ET0239                          STATION DESCRIPTION
 ET0239
 ET0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ET0239'THE STATION IS ABOUT 12 MILES NORTH OF BLACK CANYON, 7 MILES
 ET0239'SOUTH OF CORDES JUNCTION, 0.5 MILE EAST OF A DEEP GORGE AND
 ET0239'100 YARDS WEST OF A DEEP ROCK CUT IN ARIZONA STATE HIGHWAY 69.
 ET0239'
 ET0239'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 ET0239'GO NORTH ON HIGHWAY 69 FOR 12.15 MILES TO THE SOUTH END OF A
 ET0239'ROCK CUT.  TURN LEFT OFF THE HIGHWAY AND THEN RIGHT, NORTH,
 ET0239'ALONG THE EAST SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.1 MILE
 ET0239'TO THE END OF TRUCK TRAVEL.  PACK WEST ACROSS COUNTRY TO THE
 ET0239'TOP OF A SLIGHT RISE AND THE STATION.
 ET0239'
 ET0239'THE STATION IS A STANDARD DISK, STAMPED SUN 1958, CEMENTED IN A
 ET0239'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 ET0239'GROUND AND IS 23.3 FEET EAST OF A WITNESS POST.
 ET0239'
 ET0239'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUN NO 1 1958,
 ET0239'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 ET0239'2 FEET ON THE SOUTH AND IS FLUSH ON THE NORTH.  THE MARK IS
 ET0239'32.2 FEET SOUTHEAST OF A WITNESS POST.
 ET0239'
 ET0239'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUN NO 2 1958,
 ET0239'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 ET0239'6 INCHES AND IS 7.1 FEET EAST OF A WITNESS POST.
 ET0239'
 ET0239'TRIANGULATION STATION JET CAN BE USED FOR AN AZIMUTH MARK.
 ET0239'(SEE THE DESCRIPTION THEREOF.)
 ET0239
 ET0239                          STATION RECOVERY (1959)
 ET0239
 ET0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ET0239'12.0 MI N FROM BLACK CANYON.
 ET0239'12.15 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0239'CANYON TO THE SOUTH END OF A ROCK OUT, TURN WEST OFF THE HIGHWAY AND
 ET0239'THEN NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.1 MILE, THENCE GO
 ET0239'WEST TO THE TOP OF A SLIGHT RISE, 23.  3 FEET EAST OF THE WITNESS
 ET0239'POST, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 ET0239'WITH THE GROUND.
 ET0239
 ET0239                          STATION RECOVERY (2006)
 ET0239
 ET0239'RECOVERY NOTE BY GEOCACHING 2006 (KLW)
 ET0239'PHOTOS ARE POSTED AT WWW.GEOCACHING.COM UNDER FIND A BENCHMARK.
 ET0239'SEARCH BY PID.
 ET0239
 ET0239                          STATION RECOVERY (2008)
 ET0239
 ET0239'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0239'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0055 ***********************************************************************
 FQ0055  DESIGNATION -  SUN
 FQ0055  PID         -  FQ0055
 FQ0055  STATE/COUNTY-  AZ/COCONINO
 FQ0055  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0055
 FQ0055                         *CURRENT SURVEY CONTROL
 FQ0055  ___________________________________________________________________
 FQ0055* NAD 83(1992)-  35 05 49.94585(N)    110 57 17.24570(W)     ADJUSTED  
 FQ0055* NAVD 88     -      1555.072  (meters)    5101.93   (feet)  ADJUSTED  
 FQ0055  ___________________________________________________________________
 FQ0055  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FQ0055  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 FQ0055  DYNAMIC HT  -        1552.998 (meters)    5095.13  (feet)  COMP
 FQ0055  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 FQ0055
 FQ0055  HORZ ORDER  -  SECOND
 FQ0055  VERT ORDER  -  FIRST     CLASS II
 FQ0055
 FQ0055.The horizontal coordinates were established by classical geodetic methods
 FQ0055.and adjusted by the National Geodetic Survey in August 1993.
 FQ0055
 FQ0055.The orthometric height was determined by differential leveling
 FQ0055.and adjusted in June 1991.
 FQ0055
 FQ0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0055
 FQ0055.The geoid height was determined by GEOID03.
 FQ0055
 FQ0055.The dynamic height is computed by dividing the NAVD 88
 FQ0055.geopotential number by the normal gravity value computed on the
 FQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0055.degrees latitude (g = 980.6199 gals.).
 FQ0055
 FQ0055.The modeled gravity was interpolated from observed gravity values.
 FQ0055
 FQ0055;                    North         East     Units Scale Factor Converg.
 FQ0055;SPC AZ C     -   454,780.712   301,056.585   MT  0.99999475   +0 33 11.1
 FQ0055;SPC AZ C     - 1,492,062.70    987,718.45   iFT  0.99999475   +0 33 11.1
 FQ0055;UTM  12      - 3,883,823.992   504,120.560   MT  0.99960021   +0 01 33.6
 FQ0055
 FQ0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0055!SPC AZ C     -   0.99975975  x   0.99999475  =   0.99975450
 FQ0055!UTM  12      -   0.99975975  x   0.99960021  =   0.99936006
 FQ0055
 FQ0055:                Primary Azimuth Mark                     Grid Az
 FQ0055:SPC AZ C     -  DENNISON                                 097 55 59.1
 FQ0055:UTM  12      -  DENNISON                                 098 27 36.6
 FQ0055
 FQ0055|---------------------------------------------------------------------|
 FQ0055| PID    Reference Object                     Distance      Geod. Az  |
 FQ0055|                                                           dddmmss.s |
 FQ0055| FQ0061 DENNISON                            APPROX. 4.8 KM 0982910.2 |
 FQ0055| FQ0057 SUN RM 1                             14.053 METERS 10232     |
 FQ0055| FQ0056 SUN RM 2                             13.853 METERS 17845     |
 FQ0055|---------------------------------------------------------------------|
 FQ0055
 FQ0055                          SUPERSEDED SURVEY CONTROL
 FQ0055
 FQ0055  NAD 83(1986)-  35 05 49.93960(N)    110 57 17.24858(W) AD(       ) 2
 FQ0055  NAD 27      -  35 05 49.88770(N)    110 57 14.73910(W) AD(       ) 2
 FQ0055  NGVD 29 (??/??/92) 1554.258  (m)         5099.26   (f) ADJ UNCH    1 2
 FQ0055
 FQ0055.Superseded values are not recommended for survey control.
 FQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0055.See file dsdata.txt to determine how the superseded data were derived.
 FQ0055
 FQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0412183824(NAD 83)
 FQ0055_MARKER: DS = TRIANGULATION STATION DISK
 FQ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0055_STAMPING: SUN 1958
 FQ0055_MARK LOGO: CGS   
 FQ0055_PROJECTION: PROJECTING 10 CENTIMETERS
 FQ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0055+STABILITY: SURFACE MOTION
 FQ0055
 FQ0055  HISTORY     - Date     Condition        Report By
 FQ0055  HISTORY     - 1958     MONUMENTED       CGS
 FQ0055  HISTORY     - 1958     GOOD             CGS
 FQ0055  HISTORY     - 1983     GOOD             NGS
 FQ0055
 FQ0055                          STATION DESCRIPTION
 FQ0055
 FQ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0055'THE STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF U.S.
 FQ0055'HIGHWAY 66, 15 MILES WEST OF WINSLOW, 4 MILES EAST OF RIMMY JIMS
 FQ0055'TRADING POST AND 1 MILE EAST OF SUNSHINE OVERPASS.
 FQ0055'
 FQ0055'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0055'ON U.S. HIGHWAY 66 FOR 9.3 MILES TO HOPI HOUSE CAFE ON THE
 FQ0055'RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 5.5 MILES TO THE STATION
 FQ0055'ON THE LEFT.
 FQ0055'
 FQ0055'THE STATION MARK, STAMPED SUN 1958, IS A STANDARD DISK SET
 FQ0055'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FQ0055'3 INCHES.  IT IS 250 FEET SOUTH OF U.S. HIGHWAY 66, 8 FEET
 FQ0055'EAST OF A WITNESS POST AND 4 FEET NORTH OF A FENCELINE.
 FQ0055'
 FQ0055'REFERENCE MARK NO. 1, STAMPED SUN NO 1 1958, IS A STANDARD DISK
 FQ0055'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FQ0055'PROJECTS 2 INCHES.  IT IS 53 FEET EAST OF A WITNESS POST AND
 FQ0055'2 FEET NORTH OF A FENCELINE.
 FQ0055'
 FQ0055'REFERENCE MARK NO. 2, STAMPED SUN NO 2 1958, IS A STANDARD DISK
 FQ0055'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 FQ0055'FLUSH WITH THE SURFACE OF THE GROUND AND 41 FEET SOUTH OF A
 FQ0055'FENCELINE AND WITNESS POST.
 FQ0055
 FQ0055                          STATION RECOVERY (1958)
 FQ0055
 FQ0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0055'12.0 MI W FROM WINSLOW.
 FQ0055'14.8 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0055'250 FEET SOUTH OF THE HIGHWAY, 8 FEET EAST OF A WITNESS POST, 4 FEET
 FQ0055'NORTH OF A FENCELINE AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0055'MONUMENT THAT PROJECTS 3 INCHES.
 FQ0055
 FQ0055                          STATION RECOVERY (1983)
 FQ0055
 FQ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0055'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  25.1 KM (15.6
 FQ0055'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0055'POST OFFICE IN WINSLOW, 0.6 KM (0.35 MI) WEST OF MILEPOST 238, 76.2
 FQ0055'METERS (250.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0055'THE HIGHWAY, 13.8 METERS (45.3 FT) NORTH OF RM 2 AND 12.0 METERS (39.4
 FQ0055'FT) SOUTH OF A FENCE.
 FQ0055'THE MARK IS 12.1 METERS  S FROM A WITNESS POST.
 FQ0055'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2037 ***********************************************************************
 DU2037  DESIGNATION -  SUN
 DU2037  PID         -  DU2037
 DU2037  STATE/COUNTY-  AZ/MARICOPA
 DU2037  USGS QUAD   -  BOULDER MTN (1964)
 DU2037
 DU2037                         *CURRENT SURVEY CONTROL
 DU2037  ___________________________________________________________________
 DU2037* NAD 83(1992)-  33 50 56.59447(N)    111 28 33.17976(W)     ADJUSTED  
 DU2037* NAVD 88     -      1160.3    (meters)    3807.     (feet)  VERTCON   
 DU2037  ___________________________________________________________________
 DU2037  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 DU2037  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DU2037  HORZ ORDER  -  SECOND
 DU2037
 DU2037.The horizontal coordinates were established by classical geodetic methods
 DU2037.and adjusted by the National Geodetic Survey in August 1993.
 DU2037
 DU2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2037
 DU2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2037
 DU2037.The geoid height was determined by GEOID03.
 DU2037
 DU2037;                    North         East     Units Scale Factor Converg.
 DU2037;SPC AZ C     -   315,999.837   254,149.642   MT  0.99992050   +0 14 43.9
 DU2037;SPC AZ C     - 1,036,744.87    833,824.28   iFT  0.99992050   +0 14 43.9
 DU2037;UTM  12      - 3,745,521.430   455,975.438   MT  0.99962389   -0 15 54.3
 DU2037
 DU2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2037!SPC AZ C     -   0.99982222  x   0.99992050  =   0.99974274
 DU2037!UTM  12      -   0.99982222  x   0.99962389  =   0.99944618
 DU2037
 DU2037:                Primary Azimuth Mark                     Grid Az
 DU2037:SPC AZ C     -  SUN AZ MK                                036 24 23.6
 DU2037:UTM  12      -  SUN AZ MK                                036 55 01.8
 DU2037
 DU2037|---------------------------------------------------------------------|
 DU2037| PID    Reference Object                     Distance      Geod. Az  |
 DU2037|                                                           dddmmss.s |
 DU2037| CH5517 SUN AZ MK                                          0363907.5 |
 DU2037| CH5518 SUN RM 1                              3.870 METERS 11812     |
 DU2037| DU1788 ALDER                               APPROX. 6.2 KM 3493833.3 |
 DU2037| CH5519 SUN RM 2                              6.307 METERS 35914     |
 DU2037|---------------------------------------------------------------------|
 DU2037
 DU2037                          SUPERSEDED SURVEY CONTROL
 DU2037
 DU2037  NAD 83(1986)-  33 50 56.58663(N)    111 28 33.18213(W) AD(       ) 2
 DU2037  NAD 83(1986)-  33 50 56.59104(N)    111 28 33.17910(W) AD(       ) 1
 DU2037  NAD 27      -  33 50 56.44500(N)    111 28 30.69000(W) AD(       ) 1
 DU2037  NGVD 29 (07/19/86) 1159.7    (m)         3805.     (f) VERT ANG    3  
 DU2037
 DU2037.Superseded values are not recommended for survey control.
 DU2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2037.See file dsdata.txt to determine how the superseded data were derived.
 DU2037
 DU2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5597545521(NAD 83)
 DU2037_MARKER: DS = TRIANGULATION STATION DISK
 DU2037_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU2037+WITH SETTING: INFORMATION.
 DU2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2037+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DU2037
 DU2037  HISTORY     - Date     Condition        Report By
 DU2037  HISTORY     - 1946     MONUMENTED       CGS
 DU2037  HISTORY     - 1981     GOOD             AZDT
 DU2037  HISTORY     - 20080507 GOOD             GEOCAC
 DU2037
 DU2037                          STATION DESCRIPTION
 DU2037
 DU2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2037'THE STATION IS LOCATED 36 MILES AIRLINE NE OF MESA, ARIZONA,
 DU2037'AND 1 MILE SOUTH OF SUNFLOWER.
 DU2037'
 DU2037'TO REACH THE STATION FROM THE BUCKHORN MINERAL BATHS, A RESORT
 DU2037'LOCATED ABOUT 7.7 MILES EAST OF MESA, ARIZONA, ON U.S. HIGHWAY 60
 DU2037'AND 70, GO EAST 1.05 MILES TO A CROSS ROAD AND SIGN SAHUARO LAKE
 DU2037'RANCH 17.  HERE TURN LEFT, NORTH, ON GRADED GRAVEL ROAD AND GO
 DU2037'6.85 MILES TO A FORK.  TAKE THE RIGHT FORK WHICH PASSES OVER A
 DU2037'CATTLE GUARD, AND FOLLOW THE MAIN TRAVELED GRADED ROAD FOR 7.3
 DU2037'MILES TO THE BRIDGE THAT CROSSES THE SALT RIVER.  CROSS BRIDGE
 DU2037'AND CONTINUE FOR 2.4 MILES TO A FORK.  TAKE LEFT FORK, ON THE
 DU2037'MAIN TRAVELED ROAD AND GO 18.3 MILES TO A FORK, THE LEFT FORK
 DU2037'OF WHICH LEADS TO THE DOS S RANCH, TAKE RIGHT FORK ON MAIN
 DU2037'TRAVELED ROAD FOR 2.55 MILES TO A CATTLE GUARD, CONTINUE ON
 DU2037'THIS ROAD FOR 6.1 MILES TO HIGHEST POINT ON ROAD.  FROM
 DU2037'HERE PACK WESTERLY UP SMALL HILL TO THE HIGHEST POINT
 DU2037'OF THE FIRST BARE RIDGE AND STATION SITE.  ESTIMATED PACKING
 DU2037'TIME 5 MIN.
 DU2037'
 DU2037'THE STATION IS A STANDARD TRIANGULATION STATION MARK STAMPED.
 DU2037'SUN 1946, AND IS WELDED TO THE TOP OF A 2-INCH IRON PIPE, WHICH
 DU2037'PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 DU2037'
 DU2037'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED--SUN
 DU2037'NO. 1 1946, AND IS WELDED TO THE TOP OF A 2-INCH IRON PIPE,
 DU2037'WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  THIS MARK IS ESE
 DU2037'OF STATION AND 16 INCHES BELOW STATION.
 DU2037'
 DU2037'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK STAMPED--SUN
 DU2037'NO. 2 1946, AND IS WELDED TO THE TOP OF A 2-INCH IRON PIPE, WHICH
 DU2037'IS FLUSH WITH THE SURROUNDING SURFACE.  THIS MARK IS N. OF
 DU2037'STATION AND 14 INCHES BELOW STATION.
 DU2037'
 DU2037'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED SUN 1946,
 DU2037'AND IS CEMENTED INTO A DRILL HOLE IN AN OUTCROP SLAB, 50 FT BY 20
 DU2037'FT IN SIZE.  THIS MARK IS 1/4 MILE NE OF STATION APPROX. 160 FT. NE
 DU2037'OF ROAD, AND 31 FT. NNE OF A 2 FT. ROCK CAIRN.  TO REACH THE
 DU2037'VICINITY OF THE AZIMUTH MARK FROM THE HIGHEST POINT OF ROAD
 DU2037'BELOW STATION, CONTINUE ON THE MAIN TRAVELED ROAD 0.1 MILE IN
 DU2037'THE DIRECTION OF SUNFLOWER.
 DU2037
 DU2037                          STATION RECOVERY (1981)
 DU2037
 DU2037'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2037'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DU2037'AS DESCRIBED IN 1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 DU2037'
 DU2037'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL WEST ON
 DU2037'MAIN STREET 200 FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH
 DU2037'ALONG SOUTH MCLANE ROAD FOR 0.6 MILE TO STATE ROUTE 87, TURN RIGHT ON
 DU2037'SR 87 AND TRAVEL SOUTH FOR 32.55 MILES TO THE SECOND SUNFLOWER ROAD
 DU2037'EXIT, CONTINUE SOUTH ALONG SR 87 FOR 0.5 MILE TO A TRAIL ROAD AT
 DU2037'THE TOP OF A HILL.  TURN RIGHT AND TRAVEL WEST FOR 0.05 MILE TO A
 DU2037'CATTLE GUARD, CONTINUE WEST FOR 0.7 MILE PASSING A BORROW PIT TO A
 DU2037'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL NORTH 0.2 MILE TO A
 DU2037'SADDLE JUST BEFORE REACHING A HELIPORT.  TURN LEFT AT SADDLE AND
 DU2037'TRAVEL 0.1 MILE TO STATION.  A 4 WHEEL DRIVE IS ONLY REQUIRED IN WET
 DU2037'WEATHER.
 DU2037
 DU2037                          STATION RECOVERY (2008)
 DU2037
 DU2037'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2037'RECOVERED SUN, RM1 AND RM2 IN GOOD CONDITION. ALSO RECOVERED AZIMUTH
 DU2037'MARK AT N 33
 DU2037'51.037 W 111 28.470 (COORDINATES FROM HANDHELD GPSR).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0238 ***********************************************************************
 ET0238  DESIGNATION -  SUN RM 1
 ET0238  PID         -  ET0238
 ET0238  STATE/COUNTY-  AZ/YAVAPAI
 ET0238  USGS QUAD   -  JOES HILL (1969)
 ET0238
 ET0238                         *CURRENT SURVEY CONTROL
 ET0238  ___________________________________________________________________
 ET0238* NAD 83(1986)-  34 13 55.     (N)    112 07 06.     (W)     SCALED    
 ET0238* NAVD 88     -      1038.01   (+/-2cm)    3405.5    (feet)  VERTCON   
 ET0238  ___________________________________________________________________
 ET0238  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 ET0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0238
 ET0238.The horizontal coordinates were scaled from a topographic map and have
 ET0238.an estimated accuracy of +/- 6 seconds.
 ET0238
 ET0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0238.The vertical order pertains to the NGVD 29 superseded value.
 ET0238
 ET0238.The geoid height was determined by GEOID03.
 ET0238
 ET0238;                    North         East    Units  Estimated Accuracy
 ET0238;SPC AZ C     -   358,400.      194,780.      MT  (+/- 180 meters Scaled)
 ET0238
 ET0238                          SUPERSEDED SURVEY CONTROL
 ET0238
 ET0238  NGVD 29 (??/??/92) 1037.361  (m)         3403.41   (f) ADJ UNCH    2 0
 ET0238
 ET0238.Superseded values are not recommended for survey control.
 ET0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0238.See file dsdata.txt to determine how the superseded data were derived.
 ET0238
 ET0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970884(NAD 83)
 ET0238_MARKER: DR = REFERENCE MARK DISK
 ET0238_SETTING: 66 = SET IN ROCK OUTCROP
 ET0238_SP_SET: BEDROCK OUTCROP
 ET0238_STAMPING: SUN NO 1 1958
 ET0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0238+STABILITY: POSITION/ELEVATION WELL
 ET0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0238+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0238
 ET0238  HISTORY     - Date     Condition        Report By
 ET0238  HISTORY     - 1958     MONUMENTED       CGS
 ET0238  HISTORY     - 1959     GOOD             NGS
 ET0238  HISTORY     - 20080711 GOOD             GEOCAC
 ET0238
 ET0238                          STATION DESCRIPTION
 ET0238
 ET0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0238'12.0 MI N FROM BLACK CANYON.
 ET0238'12.15 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN
 ET0238'BLACK CANYON TO THE SOUTH END OF A ROCK CUT, TURN WEST OFF THE HIGHWAY
 ET0238'AND THENCE NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.1 MILE, THENCE
 ET0238'GO WEST TO THE TOP OF A SLIGHT RISE, 32 FEET SOUTHEAST OF THE WITNESS
 ET0238'POST, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 2
 ET0238'FEET ON THE SOUTH AND IS FLUSH ON THE NORTH.
 ET0238
 ET0238                          STATION RECOVERY (2008)
 ET0238
 ET0238'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0238'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0057 ***********************************************************************
 FQ0057  DESIGNATION -  SUN RM 1
 FQ0057  PID         -  FQ0057
 FQ0057  STATE/COUNTY-  AZ/COCONINO
 FQ0057  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0057
 FQ0057                         *CURRENT SURVEY CONTROL
 FQ0057  ___________________________________________________________________
 FQ0057* NAD 83(1986)-  35 05 50.     (N)    110 57 17.     (W)     SCALED    
 FQ0057* NAVD 88     -      1554.973  (meters)    5101.61   (feet)  ADJUSTED  
 FQ0057  ___________________________________________________________________
 FQ0057  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 FQ0057  DYNAMIC HT  -        1552.900 (meters)    5094.81  (feet)  COMP
 FQ0057  MODELED GRAV-     979,246.7   (mgal)                       NAVD 88
 FQ0057
 FQ0057  VERT ORDER  -  SECOND    CLASS 0
 FQ0057
 FQ0057.The horizontal coordinates were scaled from a topographic map and have
 FQ0057.an estimated accuracy of +/- 6 seconds.
 FQ0057
 FQ0057.The orthometric height was determined by differential leveling
 FQ0057.and adjusted in June 1991.
 FQ0057
 FQ0057.The geoid height was determined by GEOID03.
 FQ0057
 FQ0057.The dynamic height is computed by dividing the NAVD 88
 FQ0057.geopotential number by the normal gravity value computed on the
 FQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0057.degrees latitude (g = 980.6199 gals.).
 FQ0057
 FQ0057.The modeled gravity was interpolated from observed gravity values.
 FQ0057
 FQ0057;                    North         East    Units  Estimated Accuracy
 FQ0057;SPC AZ C     -   454,780.      301,060.      MT  (+/- 180 meters Scaled)
 FQ0057
 FQ0057                          SUPERSEDED SURVEY CONTROL
 FQ0057
 FQ0057  NGVD 29 (??/??/92) 1554.160  (m)         5098.94   (f) ADJ UNCH    2 0
 FQ0057
 FQ0057.Superseded values are not recommended for survey control.
 FQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0057.See file dsdata.txt to determine how the superseded data were derived.
 FQ0057
 FQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD041838(NAD 83)
 FQ0057_MARKER: DR = REFERENCE MARK DISK
 FQ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0057_STAMPING: SUN NO 1 1958
 FQ0057_MARK LOGO: CGS   
 FQ0057_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0057+STABILITY: SURFACE MOTION
 FQ0057
 FQ0057  HISTORY     - Date     Condition        Report By
 FQ0057  HISTORY     - 1958     MONUMENTED       CGS
 FQ0057  HISTORY     - 1983     GOOD             NGS
 FQ0057
 FQ0057                          STATION DESCRIPTION
 FQ0057
 FQ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0057'12.0 MI W FROM WINSLOW.
 FQ0057'14.8 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0057'53 FEET EAST OF A WITNESS POST AND 2 FEET NORTH OF A FENCELINE, SET IN
 FQ0057'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 FQ0057
 FQ0057                          STATION RECOVERY (1983)
 FQ0057
 FQ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0057'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  25.1 KM (15.6
 FQ0057'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0057'POST OFFICE IN WINSLOW, 0.6 KM (0.35 MI) EAST OF MILEPOST 238, 76.8
 FQ0057'METERS (252.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0057'THE HIGHWAY, 14.1 METERS (46.3 FT) EAST OF THE STATION MARK AND 11.3
 FQ0057'METERS (37.1 FT) EAST OF A FENCE.
 FQ0057'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0240 ***********************************************************************
 ET0240  DESIGNATION -  SUN RM 2
 ET0240  PID         -  ET0240
 ET0240  STATE/COUNTY-  AZ/YAVAPAI
 ET0240  USGS QUAD   -  JOES HILL (1969)
 ET0240
 ET0240                         *CURRENT SURVEY CONTROL
 ET0240  ___________________________________________________________________
 ET0240* NAD 83(1986)-  34 13 55.     (N)    112 07 06.     (W)     SCALED    
 ET0240* NAVD 88     -      1038.30   (+/-2cm)    3406.5    (feet)  VERTCON   
 ET0240  ___________________________________________________________________
 ET0240  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 ET0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0240
 ET0240.The horizontal coordinates were scaled from a topographic map and have
 ET0240.an estimated accuracy of +/- 6 seconds.
 ET0240
 ET0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0240.The vertical order pertains to the NGVD 29 superseded value.
 ET0240
 ET0240.The geoid height was determined by GEOID03.
 ET0240
 ET0240;                    North         East    Units  Estimated Accuracy
 ET0240;SPC AZ C     -   358,400.      194,780.      MT  (+/- 180 meters Scaled)
 ET0240
 ET0240                          SUPERSEDED SURVEY CONTROL
 ET0240
 ET0240  NGVD 29 (??/??/92) 1037.648  (m)         3404.35   (f) ADJ UNCH    2 0
 ET0240
 ET0240.Superseded values are not recommended for survey control.
 ET0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0240.See file dsdata.txt to determine how the superseded data were derived.
 ET0240
 ET0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC970884(NAD 83)
 ET0240_MARKER: DR = REFERENCE MARK DISK
 ET0240_SETTING: 66 = SET IN ROCK OUTCROP
 ET0240_SP_SET: BEDROCK OUTCROP
 ET0240_STAMPING: SUN NO 2 1958
 ET0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0240+STABILITY: POSITION/ELEVATION WELL
 ET0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0240+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0240
 ET0240  HISTORY     - Date     Condition        Report By
 ET0240  HISTORY     - 1958     MONUMENTED       CGS
 ET0240  HISTORY     - 1959     GOOD             NGS
 ET0240  HISTORY     - 20080711 GOOD             GEOCAC
 ET0240
 ET0240                          STATION DESCRIPTION
 ET0240
 ET0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0240'12.0 MI N FROM BLACK CANYON.
 ET0240'12.15 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0240'CANYON TO THE SOUTH END OF A ROCK CUT, TURN WEST OFF THE HIGHWAY AND
 ET0240'THENCE GO WEST TO THE TOP OF A SLIGHT RISE, 7 FEET EAST OF THE WITNESS
 ET0240'POST, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6
 ET0240'INCHES.
 ET0240
 ET0240                          STATION RECOVERY (2008)
 ET0240
 ET0240'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0240'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0056 ***********************************************************************
 FQ0056  DESIGNATION -  SUN RM 2
 FQ0056  PID         -  FQ0056
 FQ0056  STATE/COUNTY-  AZ/COCONINO
 FQ0056  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0056
 FQ0056                         *CURRENT SURVEY CONTROL
 FQ0056  ___________________________________________________________________
 FQ0056* NAD 83(1986)-  35 05 48.     (N)    110 57 18.     (W)     SCALED    
 FQ0056* NAVD 88     -      1554.892  (meters)    5101.34   (feet)  ADJUSTED  
 FQ0056  ___________________________________________________________________
 FQ0056  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 FQ0056  DYNAMIC HT  -        1552.818 (meters)    5094.54  (feet)  COMP
 FQ0056  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 FQ0056
 FQ0056  VERT ORDER  -  SECOND    CLASS 0
 FQ0056
 FQ0056.The horizontal coordinates were scaled from a topographic map and have
 FQ0056.an estimated accuracy of +/- 6 seconds.
 FQ0056
 FQ0056.The orthometric height was determined by differential leveling
 FQ0056.and adjusted in June 1991.
 FQ0056
 FQ0056.The geoid height was determined by GEOID03.
 FQ0056
 FQ0056.The dynamic height is computed by dividing the NAVD 88
 FQ0056.geopotential number by the normal gravity value computed on the
 FQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0056.degrees latitude (g = 980.6199 gals.).
 FQ0056
 FQ0056.The modeled gravity was interpolated from observed gravity values.
 FQ0056
 FQ0056;                    North         East    Units  Estimated Accuracy
 FQ0056;SPC AZ C     -   454,720.      301,040.      MT  (+/- 180 meters Scaled)
 FQ0056
 FQ0056                          SUPERSEDED SURVEY CONTROL
 FQ0056
 FQ0056  NGVD 29 (??/??/92) 1554.078  (m)         5098.67   (f) ADJ UNCH    2 0
 FQ0056
 FQ0056.Superseded values are not recommended for survey control.
 FQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0056.See file dsdata.txt to determine how the superseded data were derived.
 FQ0056
 FQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD041837(NAD 83)
 FQ0056_MARKER: DR = REFERENCE MARK DISK
 FQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0056_STAMPING: SUN NO 2 1958
 FQ0056_MARK LOGO: CGS   
 FQ0056_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0056+STABILITY: SURFACE MOTION
 FQ0056
 FQ0056  HISTORY     - Date     Condition        Report By
 FQ0056  HISTORY     - 1958     MONUMENTED       CGS
 FQ0056  HISTORY     - 1983     GOOD             NGS
 FQ0056
 FQ0056                          STATION DESCRIPTION
 FQ0056
 FQ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0056'12.0 MI W FROM WINSLOW.
 FQ0056'14.8 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0056'41 FEET SOUTH OF A FENCELINE AND WITNESS POST AND SET IN THE TOP OF A
 FQ0056'12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 FQ0056
 FQ0056                          STATION RECOVERY (1983)
 FQ0056
 FQ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0056'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  25.1 KM (15.6
 FQ0056'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0056'POST OFFICE IN WINSLOW, 0.6 KM (0.35 MI) EAST OF MILEPOST 238, 90.2
 FQ0056'METERS (295.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FQ0056'THE HIGHWAY, 25.8 METERS (84.6 FT) SOUTH OF A FENCE AND 13.8 METERS
 FQ0056'(45.3 FT) SOUTH OF THE STATION MARK.
 FQ0056'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1844 ***********************************************************************
 DV1844  HT_MOD      -  This is a Height Modernization Survey Station.
 DV1844  DESIGNATION -  SUNDAD
 DV1844  PID         -  DV1844
 DV1844  STATE/COUNTY-  AZ/MARICOPA
 DV1844  USGS QUAD   -  HYDER NE (1964)
 DV1844
 DV1844                         *CURRENT SURVEY CONTROL
 DV1844  ___________________________________________________________________
 DV1844* NAD 83(2007)-  33 08 42.66274(N)    113 16 40.61975(W)     ADJUSTED  
 DV1844* NAVD 88     -       336.05   (meters)    1102.5    (feet)  GPS OBS   
 DV1844  ___________________________________________________________________
 DV1844  EPOCH DATE  -        2007.00
 DV1844  X           -  -2,112,673.957 (meters)                     COMP
 DV1844  Y           -  -4,910,775.384 (meters)                     COMP
 DV1844  Z           -   3,467,618.043 (meters)                     COMP
 DV1844  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DV1844  ELLIP HEIGHT-         304.452 (meters)          (02/10/07) ADJUSTED
 DV1844  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DV1844
 DV1844  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1844  Type    PID    Designation                      North   East  Ellip
 DV1844  -------------------------------------------------------------------
 DV1844  NETWORK DV1844 SUNDAD                            0.41   0.35   1.04
 DV1844  -------------------------------------------------------------------
 DV1844
 DV1844.The horizontal coordinates were established by GPS observations
 DV1844.and adjusted by the National Geodetic Survey in February 2007.
 DV1844
 DV1844.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1844.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1844.The horizontal coordinates are valid at the epoch date displayed above.
 DV1844.The epoch date for horizontal control is a decimal equivalence
 DV1844.of Year/Month/Day.
 DV1844
 DV1844.The orthometric height was determined by GPS observations and a
 DV1844.high-resolution geoid model.
 DV1844.The orthometric height was determined by GPS observations and a
 DV1844.high-resolution geoid model using precise GPS observation and
 DV1844.processing techniques.
 DV1844
 DV1844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1844
 DV1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1844
 DV1844.The ellipsoidal height was determined by GPS observations
 DV1844.and is referenced to NAD 83.
 DV1844
 DV1844.The geoid height was determined by GEOID03.
 DV1844
 DV1844;                    North         East     Units Scale Factor Converg.
 DV1844;SPC AZ C     -   238,676.669    86,360.323   MT  1.00009880   -0 44 39.8
 DV1844;SPC AZ C     -   783,059.94    283,334.39   iFT  1.00009880   -0 44 39.8
 DV1844;UTM  12      - 3,669,692.333   287,529.925   MT  1.00015663   -1 14 45.5
 DV1844
 DV1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1844!SPC AZ C     -   0.99995220  x   1.00009880  =   1.00005100
 DV1844!UTM  12      -   0.99995220  x   1.00015663  =   1.00010883
 DV1844
 DV1844:                Primary Azimuth Mark                     Grid Az
 DV1844:SPC AZ C     -  CORTEZ                                   019 58 25.5
 DV1844:UTM  12      -  CORTEZ                                   020 28 31.2
 DV1844
 DV1844|---------------------------------------------------------------------|
 DV1844| PID    Reference Object                     Distance      Geod. Az  |
 DV1844|                                                           dddmmss.s |
 DV1844| DV1913 CORTEZ                              APPROX.13.9 KM 0191345.7 |
 DV1844| DV1856 SUNDAD RM 2                           7.260 METERS 17410     |
 DV1844| DV1855 SUNDAD RM 1                           7.280 METERS 23059     |
 DV1844|---------------------------------------------------------------------|
 DV1844
 DV1844                          SUPERSEDED SURVEY CONTROL
 DV1844
 DV1844  NAD 83(1992)-  33 08 42.66171(N)    113 16 40.61966(W) AD(       ) A
 DV1844  ELLIP H (01/27/00)  304.472  (m)                       GP(       ) 1 1
 DV1844  NAD 83(1992)-  33 08 42.66020(N)    113 16 40.62187(W) AD(       ) 3
 DV1844  NAD 83(1986)-  33 08 42.65204(N)    113 16 40.62747(W) AD(       ) 3
 DV1844  NGVD 29 (12/08/88)  335.3    (m)         1100.     (f) VERT ANG    3  
 DV1844
 DV1844.Superseded values are not recommended for survey control.
 DV1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1844.See file dsdata.txt to determine how the superseded data were derived.
 DV1844
 DV1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8753069692(NAD 83)
 DV1844_MARKER: DS = TRIANGULATION STATION DISK
 DV1844_SETTING: 66 = SET IN ROCK OUTCROP
 DV1844_SP_SET: SET IN BEDROCK
 DV1844_STAMPING: SUNDAD 1949
 DV1844_MARK LOGO: USGS  
 DV1844_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1844+STABILITY: POSITION/ELEVATION WELL
 DV1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1844+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 DV1844
 DV1844  HISTORY     - Date     Condition        Report By
 DV1844  HISTORY     - 1949     MONUMENTED       USGS
 DV1844  HISTORY     - 1964     GOOD             USGS
 DV1844  HISTORY     - 19991014 GOOD             AZ-013
 DV1844  HISTORY     - 20000418 GOOD             MCDOT
 DV1844
 DV1844                          STATION DESCRIPTION
 DV1844
 DV1844'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV1844'LOCATED ABOUT 17 MI NNW. OF SENTINEL, 4 MI SW. OF SUNDAD.  ON TOP
 DV1844'OF PEAKED BUTTE WHICH RISES UP FROM DESERT FLOOR.
 DV1844'
 DV1844'TO REACH FROM SENTINEL, DRIVE 12.2 MI N. TO AGUA CALIENTE,
 DV1844'CONTINUE 3.2 MI TO RR. ABOUT 0.25 MI E. OF RR. MAINTENANCE
 DV1844'STATION HYDER.  TURN RIGHT 4.3 MI E. ALONG SOUTH SIDE OF RR.
 DV1844'TRACKS.  TURN LEFT ACROSS TRACKS 6 MI N.  TURN LEFT OFF RD. ABOUT
 DV1844'1.5 MI CROSS-COUNTRY TO BASE OF HIGHEST BUTTE IN VICINITY.  A
 DV1844'10-MINUTE PACK.
 DV1844'
 DV1844'STATION MARK--STANDARD TABLET STAMPED---SUNDAD 1949---, CEMENTED IN
 DV1844'BEDROCK.
 DV1844'
 DV1844'RM 1--STANDARD RM TABLET STAMPED---SUNDAD NO 1 1949---, CEMENTED IN
 DV1844'BOULDER.
 DV1844'
 DV1844'RM 2--STANDARD RM TABLET STAMPED---SUNDAD NO 2 1949---, CEMENTED IN
 DV1844'BOULDER.
 DV1844
 DV1844                          STATION RECOVERY (1964)
 DV1844
 DV1844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1844'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
 DV1844
 DV1844                          STATION RECOVERY (1999)
 DV1844
 DV1844'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1999 (MM)
 DV1844'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NNW OF SENTINEL, 4 MI
 DV1844'(6.4 KM) SOUTHWEST OF SUNDAD, ON TOP OF PEAKED BUTTE WHICH RISES FROM
 DV1844'THE FLOOR.  OWNERSHIP- UNKNOWN.  TO REACH THE STATION FROM THE
 DV1844'INTERSECT OF INTERSTATE I-8 AND SENTINAL OVERPASS, EXIT 87, WHICH IS
 DV1844'AGUA CALIENTE ROAD, GO NORTH ON AGUA CALIENTE ROAD FOR 15.4 MI (24.8
 DV1844'KM) TO HYDER ROAD, GO EAST, RIGHT, ON HYDER ROAD 4.3 MI (6.9 KM) TO
 DV1844'155TH AVENUE, GO NORTH, LEFT ON 155TH AVENUE 4.2 MI (6.8 KM) TO A
 DV1844'COWBOY GATE, CONTINUE THROUGH GATE AS ROAD TURNS TO DIRT FOR 1.8 MI
 DV1844'(2.9 KM) , GO WEST TO BASE OF TALLEST PEAK, MONUMENT IS A 30 MINUTE
 DV1844'PACK UP PEAK.  MONUMENT IS BRASS CAP, CONCRETED INTO BEDROCK.
 DV1844'INSCRIBED- US GEOLOGICAL SURVEY BENCH MARK FOR INFORMATION INRITE THE
 DV1844'DIRECTOR WASHINGTON DC COOPERATION WITH THE STATE ELEVATION ABOVE SEA
 DV1844'FT SUNDAD 1949.  DESCRIBED BY BRIAN DALAGER
 DV1844
 DV1844                          STATION RECOVERY (2000)
 DV1844
 DV1844'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV1844'TO REACH THE STATION FROM INTERSTATE 8 AND SENTINEL INTERCHANGE (EXIT
 DV1844'87) , DRIVE NORTH-NORTHWEST ON AGUA CALIENTE ROAD FOR 9.6 MI (15.4 KM)
 DV1844'TO A BRIDGE OVER THE GILA RIVER, THENCE CONTINUE NORTH ON AGUA
 DV1844'CALIENTE ROAD FOR 1.7 MI (2.7 KM) TO OLD AGUA CALIENTE ROAD (A GRADED
 DV1844'DIRT ROAD) ON YOUR LEFT (WEST) , THENCE CONTINUE NORTH ON AGUA
 DV1844'CALIENTE ROAD FOR 3.4 MI (5.5 KM) TO HYDER ROAD (A GRADED DIRT ROAD) ,
 DV1844'THENCE TURN RIGHT (NORTHEAST) ON TO HYDER ROAD (SOUTHERN PACIFIC
 DV1844'RAILROAD RUNS ALONG NORTH SIDE OF HYDER ROAD) AND DRIVE 2.3 MI (3.7
 DV1844'KM) TO 555TH AVENUE (A GRADED DIRT ROAD) ON YOUR LEFT (NORTH) , THENCE
 DV1844'TURN LEFT (NORTH) ON TO 555TH AVENUE ACROSS SOUTHERN PACIFIC RAILROAD
 DV1844'TRACKS AND DRIVE 4.5 MI (7.2 KM) TO LAHMAN ROAD (A GRADED DIRT ROAD) ,
 DV1844'THENCE CONTINUE NORTH ON UNMARKED DIRT ROAD FOR 2.1 MI (3.4 KM) TO A
 DV1844'G.L.O BRASS CAP MARKING THE NORTHWEST CORNER OF SECTION 26, TOWNSHIP 3
 DV1844'SOUTH, RANGE 10 WEST, THENCE TURN LEFT (WEST) AND DRIVE CROSS COUNTRY
 DV1844'FOR 0.3 MI (0.5 KM) TO THE EASTERN BASE OF THE HIGHEST BUTTE IN
 DV1844'VICINITY TO END OF TRUCK TRAVEL, PARK AT THIS LOCATION AND HIKE WEST
 DV1844'600 FT (182.9 M) TO THE HIGHEST POINT AND STATION AS PREVIOUSLY
 DV1844'DESCRIBED
 DV1844'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 DV1844'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1832 ***********************************************************************
 CZ1832  DESIGNATION -  SUNDT
 CZ1832  PID         -  CZ1832
 CZ1832  STATE/COUNTY-  AZ/PIMA
 CZ1832  USGS QUAD   -  TUCSON SE (1992)
 CZ1832
 CZ1832                         *CURRENT SURVEY CONTROL
 CZ1832  ___________________________________________________________________
 CZ1832* NAD 83(2007)-  32 07 07.29452(N)    110 46 19.84581(W)     ADJUSTED  
 CZ1832* NAVD 88     -       901.2    (meters)    2957.     (feet)  GPS OBS   
 CZ1832  ___________________________________________________________________
 CZ1832  EPOCH DATE  -        2007.00
 CZ1832  X           -  -1,917,896.385 (meters)                     COMP
 CZ1832  Y           -  -5,056,292.326 (meters)                     COMP
 CZ1832  Z           -   3,372,049.667 (meters)                     COMP
 CZ1832  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 CZ1832  ELLIP HEIGHT-         872.325 (meters)          (02/10/07) ADJUSTED
 CZ1832  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CZ1832
 CZ1832  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1832  Type    PID    Designation                      North   East  Ellip
 CZ1832  -------------------------------------------------------------------
 CZ1832  NETWORK CZ1832 SUNDT                             1.14   1.12   2.47
 CZ1832  -------------------------------------------------------------------
 CZ1832
 CZ1832.The horizontal coordinates were established by GPS observations
 CZ1832.and adjusted by the National Geodetic Survey in February 2007.
 CZ1832
 CZ1832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1832.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1832.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1832.The epoch date for horizontal control is a decimal equivalence
 CZ1832.of Year/Month/Day.
 CZ1832
 CZ1832.The orthometric height was determined by GPS observations and a
 CZ1832.high-resolution geoid model.
 CZ1832
 CZ1832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1832
 CZ1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1832
 CZ1832.The ellipsoidal height was determined by GPS observations
 CZ1832.and is referenced to NAD 83.
 CZ1832
 CZ1832.The geoid height was determined by GEOID03.
 CZ1832
 CZ1832;                    North         East     Units Scale Factor Converg.
 CZ1832;SPC AZ C     -   124,600.844   321,358.995   MT  1.00004380   +0 36 30.8
 CZ1832;SPC AZ C     -   408,795.42  1,054,327.41   iFT  1.00004380   +0 36 30.8
 CZ1832;UTM  12      - 3,553,614.748   521,491.132   MT  0.99960570   +0 07 16.1
 CZ1832
 CZ1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1832!SPC AZ C     -   0.99986305  x   1.00004380  =   0.99990684
 CZ1832!UTM  12      -   0.99986305  x   0.99960570  =   0.99946880
 CZ1832
 CZ1832|---------------------------------------------------------------------|
 CZ1832| PID    Reference Object                     Distance      Geod. Az  |
 CZ1832|                                                           dddmmss.s |
 CZ1832| CC8323 SUNDT RM 1                           23.899 METERS 06320     |
 CZ1832| CC8322 SUNDT AZ MK                                        1855306.3 |
 CZ1832| CC8324 SUNDT RM 2                           26.119 METERS 25019     |
 CZ1832|---------------------------------------------------------------------|
 CZ1832
 CZ1832                          SUPERSEDED SURVEY CONTROL
 CZ1832
 CZ1832  ELLIP H (07/18/02)  872.356  (m)                       GP(       ) 4 2
 CZ1832  NAD 83(1992)-  32 07 07.29459(N)    110 46 19.84471(W) AD(       ) 1
 CZ1832  ELLIP H (08/23/93)  872.469  (m)                       GP(       ) 4 2
 CZ1832  NAD 83(1986)-  32 07 07.28995(N)    110 46 19.84173(W) AD(       ) 1
 CZ1832  NAD 27      -  32 07 07.00394(N)    110 46 17.53391(W) AD(       ) 1
 CZ1832  NGVD 29 (07/19/86)  900.7    (m)         2955.     (f) VERT ANG    3  
 CZ1832
 CZ1832.Superseded values are not recommended for survey control.
 CZ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1832.See file dsdata.txt to determine how the superseded data were derived.
 CZ1832
 CZ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2149153615(NAD 83)
 CZ1832_MARKER: DS = TRIANGULATION STATION DISK
 CZ1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1832_SP_SET: CONCRETE POST
 CZ1832_STAMPING: SUNDT 1970
 CZ1832_MARK LOGO: CGS   
 CZ1832_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1832+STABILITY: SURFACE MOTION
 CZ1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1832+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 CZ1832
 CZ1832  HISTORY     - Date     Condition        Report By
 CZ1832  HISTORY     - 1970     MONUMENTED       NGS
 CZ1832  HISTORY     - 1970     GOOD             CGS
 CZ1832  HISTORY     - 19900411 GOOD             AZ-019
 CZ1832  HISTORY     - 20031207 GOOD             GEOCAC
 CZ1832  HISTORY     - 20060316 GOOD             USPSQD
 CZ1832  HISTORY     - 20061215 GOOD             GEOCAC
 CZ1832
 CZ1832                          STATION DESCRIPTION
 CZ1832
 CZ1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (NMJ)
 CZ1832'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF TUCSON, 6 MILES
 CZ1832'NORTHWEST OF VAIL, 4 MILES NORTH OF INTERSTATE HIGHWAY 10, ON THE
 CZ1832'EAST SIDE OF HOUGHTON ROAD AND ON PROPERTY OWNED BY THE M. M. SUNDT
 CZ1832'CONSTRUCTION COMPANY, BOX 2592, TUCSON, ARIZONA.
 CZ1832'
 CZ1832'TO REACH THE STATION FROM THE HOUGHTON ROAD EXIT ON INTERSTATE
 CZ1832'HIGHWAY 10, ABOUT 16 MILES SOUTHEAST OF TUCSON, GO NORTH ON HOUGHTON
 CZ1832'ROAD FOR 1.6 MILES TO A RAILROAD OVERPASS.  CONTINUE AHEAD NORTH
 CZ1832'ON HOUGHTON ROAD FOR 2.3 MILES TO THE AZIMUTH MARK ON THE
 CZ1832'LEFT.  CONTINUE AHEAD NORTH ON HOUGHTON ROAD FOR 0.4 MILE TO THE
 CZ1832'STATION ON THE RIGHT INSIDE THE SECURITY FENCE.
 CZ1832'
 CZ1832'THE STATION MARK IS A STANDARD DISK STAMPED SUNDT 1970, SET IN THE
 CZ1832'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CZ1832'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 89 FEET
 CZ1832'SOUTHEAST OF THE SECURITY FENCE CORNER, 82 FEET EAST OF THE
 CZ1832'NORTH-SOUTH SECURITY FENCE AND 36 FEET SOUTH OF THE EAST-WEST
 CZ1832'SECURITY FENCE.  AN UNDERGROUND DISK WAS SET ABOUT 42
 CZ1832'INCHES BELOW THE GROUND SURFACE.
 CZ1832'
 CZ1832'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUNDT NO 1 1970, SET IN
 CZ1832'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CZ1832'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 151 FEET EAST
 CZ1832'OF THE SECURITY FENCE CORNER AND 1 FOOT SOUTH OF THE EAST-WEST
 CZ1832'SECURITY FENCE.
 CZ1832'
 CZ1832'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SUNDT NO 2 1970, SET IN
 CZ1832'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CZ1832'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET
 CZ1832'SOUTH OF THE SECURITY FENCE CORNER AND 1 FOOT EAST OF THE SECURITY
 CZ1832'FENCE.
 CZ1832'
 CZ1832'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUNDT 1970, SET IN THE
 CZ1832'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 CZ1832'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET WEST
 CZ1832'OF THE CENTER OF HOUGHTON ROAD, 7.5 FEET NORTHWEST OF POWER LINE POLE
 CZ1832'AND 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN SET IN A
 CZ1832'NORTH-SOUTH FENCE.
 CZ1832
 CZ1832                          STATION RECOVERY (1970)
 CZ1832
 CZ1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 CZ1832'RECOVERED IN GOOD CONDITION.
 CZ1832
 CZ1832                          STATION RECOVERY (1990)
 CZ1832
 CZ1832'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1832'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND HOUGHTON
 CZ1832'ROAD, EXIT NUMBER 275, TRAVEL NORTH ALONG HOUGHTON ROAD 6.6 KM
 CZ1832'(4.10 MI) TO THE INTERSECTION OF HOUGHTON ROAD AND VALENCIA ROAD.
 CZ1832'THE MONUMENT IS APPROXIMATELY 60.96 M (200.00 FT) SOUTHEAST OF THE
 CZ1832'INTERSECTION IN AN OPEN FIELD.
 CZ1832
 CZ1832                          STATION RECOVERY (2003)
 CZ1832
 CZ1832'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ1832'RECOVERED IN GOOD CONDITION.
 CZ1832
 CZ1832                          STATION RECOVERY (2006)
 CZ1832
 CZ1832'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1832'RECOVERED IN GOOD SHAPE.
 CZ1832
 CZ1832                          STATION RECOVERY (2006)
 CZ1832
 CZ1832'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1832'AREA IS UNDER DEVELOPMENT. CZ1832 SUNDT AND RM 1 LOCATED. RM 1 IS
 CZ1832'SHOWING DAMAGE TO THE MONUMENT NOT THE MARKER. RM 2 COULD NOT BE
 CZ1832'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0981 ***********************************************************************
 ET0981  DESIGNATION -  SUNFLOWER
 ET0981  PID         -  ET0981
 ET0981  STATE/COUNTY-  AZ/YAVAPAI
 ET0981  USGS QUAD   -  DATE (1969)
 ET0981
 ET0981                         *CURRENT SURVEY CONTROL
 ET0981  ___________________________________________________________________
 ET0981* NAD 83(1992)-  34 18 37.76624(N)    112 59 17.40057(W)     ADJUSTED  
 ET0981* NAVD 88     -      1434.7    (meters)    4707.     (feet)  VERTCON   
 ET0981  ___________________________________________________________________
 ET0981  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 ET0981  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 ET0981  HORZ ORDER  -  SECOND
 ET0981
 ET0981.The horizontal coordinates were established by classical geodetic methods
 ET0981.and adjusted by the National Geodetic Survey in August 1993.
 ET0981
 ET0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0981
 ET0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0981
 ET0981.The geoid height was determined by GEOID03.
 ET0981
 ET0981;                    North         East     Units Scale Factor Converg.
 ET0981;SPC AZ C     -   367,611.478   114,739.054   MT  1.00001985   -0 36 14.5
 ET0981;SPC AZ C     - 1,206,074.40    376,440.47   iFT  1.00001985   -0 36 14.5
 ET0981;SPC AZ W     -   367,366.661   283,480.771   MT  0.99999392   +0 25 46.0
 ET0981;SPC AZ W     - 1,205,271.20    930,055.02   iFT  0.99999392   +0 25 46.0
 ET0981;UTM  12      - 3,798,373.037   317,054.321   MT  1.00001257   -1 07 15.6
 ET0981
 ET0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0981!SPC AZ C     -   0.99977934  x   1.00001985  =   0.99979918
 ET0981!SPC AZ W     -   0.99977934  x   0.99999392  =   0.99977326
 ET0981!UTM  12      -   0.99977934  x   1.00001257  =   0.99979190
 ET0981
 ET0981:                Primary Azimuth Mark                     Grid Az
 ET0981:SPC AZ C     -  GRAY                                     012 17 33.6
 ET0981:SPC AZ W     -  GRAY                                     011 15 33.1
 ET0981:UTM  12      -  GRAY                                     012 48 34.7
 ET0981
 ET0981|---------------------------------------------------------------------|
 ET0981| PID    Reference Object                     Distance      Geod. Az  |
 ET0981|                                                           dddmmss.s |
 ET0981| ET0982 GRAY                                APPROX.13.0 KM 0114119.1 |
 ET0981| CH3447 SUNFLOWER RM 2                        7.666 METERS 06140     |
 ET0981| CH3446 SUNFLOWER RM 1                       13.353 METERS 18505     |
 ET0981|---------------------------------------------------------------------|
 ET0981
 ET0981                          SUPERSEDED SURVEY CONTROL
 ET0981
 ET0981  NAD 83(1986)-  34 18 37.76554(N)    112 59 17.40491(W) AD(       ) 2
 ET0981  NAD 27      -  34 18 37.68317(N)    112 59 14.72917(W) AD(       ) 2
 ET0981  NGVD 29 (07/19/86) 1433.9    (m)         4704.     (f) VERT ANG    3  
 ET0981
 ET0981.Superseded values are not recommended for survey control.
 ET0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0981.See file dsdata.txt to determine how the superseded data were derived.
 ET0981
 ET0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1705498373(NAD 83)
 ET0981_MARKER: DD = SURVEY DISK
 ET0981_SETTING: 0 = UNSPECIFIED SETTING
 ET0981
 ET0981  HISTORY     - Date     Condition        Report By
 ET0981  HISTORY     - 1967     MONUMENTED       USGS
 ET0981  HISTORY     - 1969     GOOD             USGS
 ET0981
 ET0981                          STATION DESCRIPTION
 ET0981
 ET0981'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (BSB)
 ET0981'LOCATED ABOUT 10.4 MI. (AIRLINE) N. AND ABOUT 8.3 MI. W. OF
 ET0981'CONGRESS.  ON THE N. END OF A HIGH PROMINENT TOP.
 ET0981'
 ET0981'TO REACH FROM WHERE THE SPUR LINE OF THE ATCHISON, TOPEKA AND SANTA
 ET0981'FE RR. CROSSES ARIZONA STATE HIGHWAY 71 IN CONGRESS, GO 2.2 MI. NE.
 ET0981'ON ARIZONA STATE HIGHWAY 71 TO A GRADED DIRT RD. GOING N. TO BAGDAD
 ET0981'AND CLOSELY FOLLOWING THE RR. TRACK.  GO 11.4 MI. AND PASS THRU
 ET0981'DATE CREEK.  CONTINUE ON BAGDAD RD. 2 MI.  TURN LEFT ON TRACK RD.
 ET0981'FOR 0.5 MI. AND PASS THRU FIRST WIRE GATE.  GO 1.1 MI. AND PASS
 ET0981'THRU SECOND WIRE GATE.  GO 0.4 MI. AND PASS THRU THIRD WIRE
 ET0981'GATE.  TURN LEFT PAST ABANDONED RANCH HOUSE AND GO 1.1 MI. TO
 ET0981'FOURTH WIRE GATE.  FOLLOW TRACK RD. UP SLOPING RIDGE AND GO 1.3 MI.
 ET0981'THRU FIFTH WIRE GATE.  GO 0.1 MI. AND BEGIN 4-WHEEL DRIVE
 ET0981'TRAVEL AT ROUGH DRAIN CROSSING.  GO 0.6 MI. AND TAKE TRAIL
 ET0981'FORK TO RIGHT.  CONTINUE ON 0.5 MI. AND END OF TRUCK TRAVEL AT
 ET0981'SHARP CURVE RIGHT IN SADDLE AT BASE OF MOUNTAIN.  ABOUT A
 ET0981'45-MINUTE PACK TO TOP AND STATION MARK.
 ET0981'
 ET0981'STATION MARK--STANDARD USGS TABLET STAMPED SUNFLOWER 1966 CEMENTED
 ET0981'IN STONE.
 ET0981'
 ET0981'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED RM 1 1966 CEMENTED
 ET0981'IN STONE.
 ET0981'
 ET0981'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED RM 2 1966 CEMENTED
 ET0981'IN STONE.
 ET0981
 ET0981                          STATION RECOVERY (1969)
 ET0981
 ET0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ET0981'DESCRIPTION IS ADEQUATE.
 ET0981'
 ET0981'ALL MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2051 ***********************************************************************
 CZ2051  DESIGNATION -  SUNLAND GIN RD STA 21+00
 CZ2051  PID         -  CZ2051
 CZ2051  STATE/COUNTY-  AZ/PINAL
 CZ2051  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2051
 CZ2051                         *CURRENT SURVEY CONTROL
 CZ2051  ___________________________________________________________________
 CZ2051* NAD 83(1992)-  32 48 25.23792(N)    111 40 14.59234(W)     ADJUSTED  
 CZ2051* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 CZ2051  ___________________________________________________________________
 CZ2051  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ2051  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ2051  HORZ ORDER  -  SECOND
 CZ2051
 CZ2051.The horizontal coordinates were established by classical geodetic methods
 CZ2051.and adjusted by the National Geodetic Survey in August 1993.
 CZ2051
 CZ2051.The orthometric height was scaled from a topographic map.
 CZ2051
 CZ2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2051
 CZ2051.The geoid height was determined by GEOID03.
 CZ2051
 CZ2051;                    North         East     Units Scale Factor Converg.
 CZ2051;SPC AZ C     -   200,377.405   236,392.132   MT  0.99990654   +0 07 59.7
 CZ2051;SPC AZ C     -   657,406.18    775,564.74   iFT  0.99990654   +0 07 59.7
 CZ2051;UTM  12      - 3,630,091.583   437,207.476   MT  0.99964862   -0 21 48.3
 CZ2051
 CZ2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2051!SPC AZ C     -   0.99993383  x   0.99990654  =   0.99984038
 CZ2051!UTM  12      -   0.99993383  x   0.99964862  =   0.99958248
 CZ2051
 CZ2051                          SUPERSEDED SURVEY CONTROL
 CZ2051
 CZ2051  NAD 83(1986)-  32 48 25.23253(N)    111 40 14.59276(W) AD(       ) 2
 CZ2051  NAD 27      -  32 48 25.02140(N)    111 40 12.13993(W) AD(       ) 2
 CZ2051
 CZ2051.Superseded values are not recommended for survey control.
 CZ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2051.See file dsdata.txt to determine how the superseded data were derived.
 CZ2051
 CZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3720730092(NAD 83)
 CZ2051_MARKER: DD = SURVEY DISK
 CZ2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2051+STABILITY: SURFACE MOTION
 CZ2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2051+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ2051
 CZ2051  HISTORY     - Date     Condition        Report By
 CZ2051  HISTORY     - 1971     MONUMENTED       NGS
 CZ2051  HISTORY     - 20070311 GOOD             GEOCAC
 CZ2051
 CZ2051                          STATION DESCRIPTION
 CZ2051
 CZ2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ2051'STATION MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK STAMPED 21+00
 CZ2051'1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 6-INCHES IN
 CZ2051'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 CZ2051'IS 2 FEET SOUTH-SOUTHWEST OF AN ARIZONA HIGHWAY DEPARTMENT
 CZ2051'WITNESS POST MARKED 21+00 AND 0.5 FOOT WEST OF A CORNER FENCE
 CZ2051'POST.
 CZ2051
 CZ2051                          STATION RECOVERY (2007)
 CZ2051
 CZ2051'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2392 ***********************************************************************
 CZ2392  DESIGNATION -  SUNNY
 CZ2392  PID         -  CZ2392
 CZ2392  STATE/COUNTY-  AZ/PIMA
 CZ2392  USGS QUAD   -  TUCSON EAST (1992)
 CZ2392
 CZ2392                         *CURRENT SURVEY CONTROL
 CZ2392  ___________________________________________________________________
 CZ2392* NAD 83(2007)-  32 14 50.13837(N)    110 51 27.98744(W)     ADJUSTED  
 CZ2392* NAVD 88     -       759.0    (meters)    2490.     (feet)  VERTCON   
 CZ2392  ___________________________________________________________________
 CZ2392  EPOCH DATE  -        2007.00
 CZ2392  X           -  -1,922,701.073 (meters)                     COMP
 CZ2392  Y           -  -5,046,212.343 (meters)                     COMP
 CZ2392  Z           -   3,384,041.861 (meters)                     COMP
 CZ2392  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 CZ2392  ELLIP HEIGHT-         730.283 (meters)          (02/10/07) ADJUSTED
 CZ2392  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CZ2392
 CZ2392  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2392  Type    PID    Designation                      North   East  Ellip
 CZ2392  -------------------------------------------------------------------
 CZ2392  NETWORK CZ2392 SUNNY                             0.51   1.06   2.76
 CZ2392  -------------------------------------------------------------------
 CZ2392
 CZ2392.The horizontal coordinates were established by GPS observations
 CZ2392.and adjusted by the National Geodetic Survey in February 2007.
 CZ2392
 CZ2392.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2392.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2392.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2392.The epoch date for horizontal control is a decimal equivalence
 CZ2392.of Year/Month/Day.
 CZ2392
 CZ2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2392
 CZ2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2392
 CZ2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2392
 CZ2392.The ellipsoidal height was determined by GPS observations
 CZ2392.and is referenced to NAD 83.
 CZ2392
 CZ2392.The geoid height was determined by GEOID03.
 CZ2392
 CZ2392;                    North         East     Units Scale Factor Converg.
 CZ2392;SPC AZ C     -   138,774.771   313,141.104   MT  1.00002274   +0 33 54.2
 CZ2392;SPC AZ C     -   455,297.81  1,027,365.83   iFT  1.00002274   +0 33 54.2
 CZ2392;UTM  12      - 3,567,852.080   513,397.808   MT  0.99960221   +0 04 33.2
 CZ2392
 CZ2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2392!SPC AZ C     -   0.99988535  x   1.00002274  =   0.99990809
 CZ2392!UTM  12      -   0.99988535  x   0.99960221  =   0.99948760
 CZ2392
 CZ2392                          SUPERSEDED SURVEY CONTROL
 CZ2392
 CZ2392  ELLIP H (06/11/02)  730.306  (m)                       GP(       ) 4 2
 CZ2392  NAD 83(1992)-  32 14 50.13789(N)    110 51 27.98652(W) AD(       ) 1
 CZ2392  ELLIP H (08/23/93)  730.383  (m)                       GP(       ) 4 2
 CZ2392  NAD 83(1986)-  32 14 50.13308(N)    110 51 27.98539(W) AD(       ) 1
 CZ2392  NGVD 29 (05/25/90)  758.3    (m)         2488.     (f) GPS OBS     3  
 CZ2392
 CZ2392.Superseded values are not recommended for survey control.
 CZ2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2392.See file dsdata.txt to determine how the superseded data were derived.
 CZ2392
 CZ2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1339867852(NAD 83)
 CZ2392_MARKER: DV = VERTICAL CONTROL DISK
 CZ2392_SETTING: 0 = UNSPECIFIED SETTING
 CZ2392_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2392+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2392
 CZ2392  HISTORY     - Date     Condition        Report By
 CZ2392  HISTORY     - 1987     MONUMENTED       NGS
 CZ2392  HISTORY     - 19960521 GOOD             USPSQD
 CZ2392  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CZ2392
 CZ2392                          STATION DESCRIPTION
 CZ2392
 CZ2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2392'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF TUCSON, NEAR THE
 CZ2392'JUNCTION OF WILMOT ROAD AND SUNNY DRIVE, IN THE NORTHEAST WINGWALL
 CZ2392'OF A SMALL BRIDGE ON WILMOT ROAD.
 CZ2392'OWNERSHIP--ROAD RIGHT-OF-WAY.
 CZ2392'
 CZ2392'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2392'SPEEDWAY BLVD IN TUCSON, GO EAST FOR 10.5 KM (6.5 MI) ON SPEEDWAY
 CZ2392'BLVD TO THE INTERSECTION OF CRAYCROFT RD.
 CZ2392'TURN LEFT AND GO NORTH FOR 0.9 KM (0.55 MI) ON CRAYCROFT RD TO THE
 CZ2392'INTERSECTION OF PIMA ST.
 CZ2392'TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI) ON PIMA ST TO A PAVED
 CZ2392'ROAD LEFT, WILMOT RD.
 CZ2392'TURN LEFT AND GO NORTH FOR 0.5 KM (0.3 MI) ON WILMOT RD TO SUNNY DR
 CZ2392'ON THE LEFT, A ROAD BRIDGE, AND THE STATION ON THE RIGHT.
 CZ2392'
 CZ2392'THE STATION IS A STANDARD NGS DISK
 CZ2392'STAMPED---SUNNY 1987---,
 CZ2392'SET INTO A DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTHEAST
 CZ2392'WINGWALL OF A SMALL ROAD BRIDGE.  LOCATED
 CZ2392'7.92 METERS (26.0 FT) EAST FROM THE APPROXIMATE CENTER OF WILMOT RD
 CZ2392'AND
 CZ2392'0.30 METERS (1.0 FT) WEST-SOUTHWEST FROM THE EAST END OF THE
 CZ2392'NORTHEAST WINGWALL OF ROAD BRIDGE.
 CZ2392'
 CZ2392'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2392'
 CZ2392'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2392'
 CZ2392'DESCRIBED BY D.F. CALLAHAN.
 CZ2392
 CZ2392                          STATION RECOVERY (1996)
 CZ2392
 CZ2392'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ2392'RECOVERED IN GOOD CONDITION.
 CZ2392
 CZ2392                          STATION RECOVERY (2001)
 CZ2392
 CZ2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2392'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0654 ***********************************************************************
 FQ0654  DESIGNATION -  SUNNYSLOPE
 FQ0654  PID         -  FQ0654
 FQ0654  STATE/COUNTY-  AZ/COCONINO
 FQ0654  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0654
 FQ0654                         *CURRENT SURVEY CONTROL
 FQ0654  ___________________________________________________________________
 FQ0654* NAD 83(1992)-  35 12 39.93093(N)    111 37 37.84241(W)     ADJUSTED  
 FQ0654* NAVD 88     -      2167.5    (meters)    7111.     (feet)  VERTCON   
 FQ0654  ___________________________________________________________________
 FQ0654  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FQ0654  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0654  HORZ ORDER  -  SECOND
 FQ0654
 FQ0654.The horizontal coordinates were established by classical geodetic methods
 FQ0654.and adjusted by the National Geodetic Survey in August 1993.
 FQ0654
 FQ0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0654
 FQ0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0654
 FQ0654.The geoid height was determined by GEOID03.
 FQ0654
 FQ0654;                    North         East     Units Scale Factor Converg.
 FQ0654;SPC AZ C     -   467,029.333   239,716.205   MT  0.99990856   +0 10 00.9
 FQ0654;SPC AZ C     - 1,532,248.47    786,470.49   iFT  0.99990856   +0 10 00.9
 FQ0654;UTM  12      - 3,896,632.913   442,915.909   MT  0.99964016   -0 21 41.9
 FQ0654
 FQ0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0654!SPC AZ C     -   0.99966352  x   0.99990856  =   0.99957211
 FQ0654!UTM  12      -   0.99966352  x   0.99964016  =   0.99930380
 FQ0654
 FQ0654|---------------------------------------------------------------------|
 FQ0654| PID    Reference Object                     Distance      Geod. Az  |
 FQ0654|                                                           dddmmss.s |
 FQ0654| CH3449 SUNNYSLOPE RM 2                       5.993 METERS 04823     |
 FQ0654| FQ0655 CHURCH LATTER DAY SAINTS SPIRE      APPROX. 2.0 KM 2181002.9 |
 FQ0654| CH3448 SUNNYSLOPE RM 1                       9.085 METERS 32523     |
 FQ0654|---------------------------------------------------------------------|
 FQ0654
 FQ0654                          SUPERSEDED SURVEY CONTROL
 FQ0654
 FQ0654  NAD 83(1986)-  35 12 39.92608(N)    111 37 37.84122(W) AD(       ) 2
 FQ0654  NAD 27      -  35 12 39.88792(N)    111 37 35.25454(W) AD(       ) 2
 FQ0654  NGVD 29 (07/19/86) 2166.5    (m)         7108.     (f) VERT ANG    3  
 FQ0654
 FQ0654.Superseded values are not recommended for survey control.
 FQ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0654.See file dsdata.txt to determine how the superseded data were derived.
 FQ0654
 FQ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4291696633(NAD 83)
 FQ0654_MARKER: DD = SURVEY DISK
 FQ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0654
 FQ0654  HISTORY     - Date     Condition        Report By
 FQ0654  HISTORY     - 1974     MONUMENTED       AZDT
 FQ0654
 FQ0654                          STATION DESCRIPTION
 FQ0654
 FQ0654'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1974 (TT)
 FQ0654'THE STATION IS LOCATED IN FLAGSTAFF, 1/2 MILE SOUTH OF BUFFALO
 FQ0654'PARK ON PROPERTY BELONGING TO THE U.S. FORREST SERVICE.  THE
 FQ0654'STATION IS JUST NORTH OF THE EASTERN MOST POWER POLE ON SUNNYSLOPE
 FQ0654'MESA.
 FQ0654'
 FQ0654'THE STATION MARK IS A DEPARTMENT OF HIGHWAYS DISK STAMPED,
 FQ0654'SUNNYSLOPE 1974.  IT IS SET IN A DRILL HOLE IN A LARGE OUTCROP
 FQ0654'OF BEDROCK WHICH PROJECTS SEVERAL INCHES, 142 FEET NORTH OF THE
 FQ0654'POWER POLE AND 51-1/2 FEET WEST OF A 12 INCH PINE TREE.
 FQ0654'
 FQ0654'REFERENCE MARK 1 IS A DEPARTMENT OF HIGHWAYS DISK STAMPED,
 FQ0654'SUNNYSLOPE NO 1 1974.  IT IS SET IN A DRILL HOLE IN AN OUTCROP
 FQ0654'OF BEDROCK WHICH PROJECTS SEVERAL INCHES.  IT IS 160 FEET NORTH OF
 FQ0654'THE POWER POLE AND 21-1/2 FEET WEST OF A 12 INCH PINE TREE.
 FQ0654'
 FQ0654'REFERENCE MARK 2 IS A DEPARTMENT OF HIGHWAYS DISK STAMPED,
 FQ0654'SUNNYSLOPE NO 2 1974.  IT IS SET IN A DRILL HOLE IN AN OUTCROP
 FQ0654'WHICH PROJECTS SEVERAL INCHES, 160 FEET NORTH OF THE POWER POLE
 FQ0654'AND 52 FEET WEST OF THE 12 INCH TREE.
 FQ0654'
 FQ0654'TO REACH THE STATION FROM NORTH 4TH STREE AND SANTA FE STREET IS
 FQ0654'EAST FLAGSTAFF, GO NORTH ALONG 4TH STREET FOR 0.95 MILE TO EAST
 FQ0654'CEDAR STREET.  TURN LEFT AND GO 0.5 MILE TO AN INTERSECTION AT A
 FQ0654'SCHOOL.  BEAR RIGHT ALONG EAST CEDAR STREET FOR 0.6 MILE TO NORTH
 FQ0654'GEMINI STREET ON LEFT AND BUFFALO PARK ON THE RIGHT.  TURN LEFT
 FQ0654'AND GO SOUTH ALONG DIRT ROAD FOR 0.45 MILE TO POWER LINE ROAD,
 FQ0654'TURN LEFT ALONG THE POWER LINE TO THE EAST END OF MESA AND
 FQ0654'STATION.
 FQ0654'
 FQ0654'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2007 ***********************************************************************
 DV2007  DESIGNATION -  SUNNYSLOPE
 DV2007  PID         -  DV2007
 DV2007  STATE/COUNTY-  AZ/MARICOPA
 DV2007  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2007
 DV2007                         *CURRENT SURVEY CONTROL
 DV2007  ___________________________________________________________________
 DV2007* NAD 83(1992)-  33 35 08.17172(N)    112 04 20.24635(W)     ADJUSTED  
 DV2007* NAVD 88     -       642.2    (meters)    2107.     (feet)  VERTCON   
 DV2007  ___________________________________________________________________
 DV2007  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 DV2007  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV2007  HORZ ORDER  -  SECOND
 DV2007
 DV2007.The horizontal coordinates were established by classical geodetic methods
 DV2007.and adjusted by the National Geodetic Survey in August 1993.
 DV2007
 DV2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2007
 DV2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2007
 DV2007.The geoid height was determined by GEOID03.
 DV2007
 DV2007;                    North         East     Units Scale Factor Converg.
 DV2007;SPC AZ C     -   286,704.971   198,914.711   MT  0.99990257   -0 05 09.9
 DV2007;SPC AZ C     -   940,633.11    652,607.32   iFT  0.99990257   -0 05 09.9
 DV2007;UTM  12      - 3,716,725.146   400,495.755   MT  0.99972206   -0 35 35.6
 DV2007
 DV2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2007!SPC AZ C     -   0.99990385  x   0.99990257  =   0.99980643
 DV2007!UTM  12      -   0.99990385  x   0.99972206  =   0.99962593
 DV2007
 DV2007|---------------------------------------------------------------------|
 DV2007| PID    Reference Object                     Distance      Geod. Az  |
 DV2007|                                                           dddmmss.s |
 DV2007| CH5521 SUNNYSLOPE RM 1                       3.951 METERS 04927     |
 DV2007| CH5520 SUNNYSLOPE AZ MK                                   2290247.1 |
 DV2007| CH5522 SUNNYSLOPE RM 2                       4.273 METERS 29052     |
 DV2007|---------------------------------------------------------------------|
 DV2007
 DV2007                          SUPERSEDED SURVEY CONTROL
 DV2007
 DV2007  NAD 83(1986)-  33 35 08.16670(N)    112 04 20.25232(W) AD(       ) 2
 DV2007  NAD 27      -  33 35 08.02300(N)    112 04 17.71100(W) AD(       ) 2
 DV2007  NGVD 29 (07/19/86)  641.6    (m)         2105.     (f) VERT ANG    3  
 DV2007
 DV2007.Superseded values are not recommended for survey control.
 DV2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2007.See file dsdata.txt to determine how the superseded data were derived.
 DV2007
 DV2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0049616725(NAD 83)
 DV2007_MARKER: DS = TRIANGULATION STATION DISK
 DV2007_SETTING: 66 = SET IN ROCK OUTCROP
 DV2007_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2007+STABILITY: POSITION/ELEVATION WELL
 DV2007
 DV2007  HISTORY     - Date     Condition        Report By
 DV2007  HISTORY     - 1947     MONUMENTED       CGS
 DV2007  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DV2007  HISTORY     - 1986     MARK NOT FOUND   AZDT
 DV2007  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV2007
 DV2007                          STATION DESCRIPTION
 DV2007
 DV2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2007'LOCATED ON THE HIGHEST POINT OF THE SOUTHEAST ONE OF THE TWO SHAW
 DV2007'BUTTES.  ABOUT 1.5 MILES NORTHWEST OF SUNNYSLOPE, 9 MILES
 DV2007'NORTH OF PHOENIX AND 3 MILES NORTHWEST OF SQUAW PEAK.  IT IS
 DV2007'STAMPED--SUNNYSLOPE 1947 AND IS FLUSH WITH THE GROUND.
 DV2007'
 DV2007'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE BUTTE.
 DV2007'6 FEET LOWER THAN THE STATION.  IT IS STAMPED--SUNNYSLOPE
 DV2007'NO 1 1947 AND IS FLUSH WITH THE GROUND.
 DV2007'
 DV2007'REFERENCE MARK NO. 2 IS LOCATED ON THE CREST OF THE BUTTE.
 DV2007'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED--SUNNYSLOPE
 DV2007'NO 2 1947 AND PROJECTS 6 INCHES.
 DV2007'
 DV2007'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SLOPE OF THE WEST
 DV2007'PART OF THE BUTTE.  IN THE FIRST OUTCROP ABOVE THE VALLEY
 DV2007'FLOOR AND ABOUT 200 FEET WEST OF THE END OF TRUCK TRAVEL.
 DV2007'IT IS STAMPED--SUNNYSLOPE 1947 AND PROJECTS 3 FEET.
 DV2007'
 DV2007'TO REACH THE STATION FROM THE POST OFFICE AND FIVE CORNERS
 DV2007'IN SUNNYSLOPE, GO WEST 0.5 MILE TO NORTH CENTRAL STREET.
 DV2007'TURN RIGHT 0.25 MILE TO A CROSSROAD.  TURN LEFT 0.20 MILE TO
 DV2007'A FORK AND A DIRT ROAD.  TAKE RIGHT FORK 0.40 MILE TO A FORK AND
 DV2007'HOUSE ON THE LEFT.  CONTINUE STRAIGHT AHEAD 0.15 MILE TO A FORK.
 DV2007'TAKE RIGHT FORK 0.15 MILE TO A DIM TRACK ROAD ON THE RIGHT.
 DV2007'FOLLOW DIM ROAD 0.40 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 DV2007'PACK UP THE WEST SIDE OF A WASH TO A SADDLE, THENCE RIGHT TO
 DV2007'THE HIGHEST POINT AND THE STATION.  ABOUT A 30-MINUTE PACK.
 DV2007
 DV2007                          STATION RECOVERY (1963)
 DV2007
 DV2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2007'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DV2007'FOUND REMOVED BY VANDALS AND A NEW STATION WAS ESTABLISHED BY
 DV2007'USGS.  PART OF AN OLD DRILL HOLE WAS FOUND ON THE HIGHEST POINT
 DV2007'OF THE HILL AND WAS DEEPENED 0.6 FEET BEFORE A STATION MARK
 DV2007'COULD BE SET IN SOLID ROCK IN APPROXIMATELY THE SAME POSITION
 DV2007'AS ORIGINAL STATION SUNNYSLOPE 1947.  THE AZIMUTH MARK WAS
 DV2007'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DV2007'
 DV2007'THIS INFORMATION WAS FURNISHED BY USGS DESCRIPTION OF STATION
 DV2007'SUNNYSLOPE 2 1963 AND RECOVERY VISIT.
 DV2007
 DV2007                          STATION RECOVERY (1986)
 DV2007
 DV2007'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2007'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR AND NOT RECOVERED.
 DV2007'THE STATION IS BELIEVED DESTROYED.
 DV2007
 DV2007                          STATION RECOVERY (2004)
 DV2007
 DV2007'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV2007'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2006 ***********************************************************************
 DV2006  DESIGNATION -  SUNNYSLOPE 2
 DV2006  PID         -  DV2006
 DV2006  STATE/COUNTY-  AZ/MARICOPA
 DV2006  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2006
 DV2006                         *CURRENT SURVEY CONTROL
 DV2006  ___________________________________________________________________
 DV2006* NAD 83(1992)-  33 35 08.17444(N)    112 04 20.24572(W)     ADJUSTED  
 DV2006* NAVD 88     -       642.1    (meters)    2107.     (feet)  VERTCON   
 DV2006  ___________________________________________________________________
 DV2006  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 DV2006  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV2006  HORZ ORDER  -  FIRST
 DV2006
 DV2006.The horizontal coordinates were established by classical geodetic methods
 DV2006.and adjusted by the National Geodetic Survey in August 1993.
 DV2006
 DV2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2006
 DV2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2006
 DV2006.The geoid height was determined by GEOID03.
 DV2006
 DV2006;                    North         East     Units Scale Factor Converg.
 DV2006;SPC AZ C     -   286,705.055   198,914.727   MT  0.99990257   -0 05 09.9
 DV2006;SPC AZ C     -   940,633.38    652,607.37   iFT  0.99990257   -0 05 09.9
 DV2006;UTM  12      - 3,716,725.229   400,495.772   MT  0.99972206   -0 35 35.6
 DV2006
 DV2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2006!SPC AZ C     -   0.99990386  x   0.99990257  =   0.99980644
 DV2006!UTM  12      -   0.99990386  x   0.99972206  =   0.99962595
 DV2006
 DV2006|---------------------------------------------------------------------|
 DV2006| PID    Reference Object                     Distance      Geod. Az  |
 DV2006|                                                           dddmmss.s |
 DV2006| CH5523 SUNNYSLOPE 2 RM 3                    12.427 METERS 11601     |
 DV2006| DV2010 PHOENIX RAD KPHO S MAST OF 4        APPROX. 7.5 KM 2180321.1 |
 DV2006| CH5520 SUNNYSLOPE AZ MK                                   2290231.0 |
 DV2006| CH5524 SUNNYSLOPE 2 RM 4                     7.395 METERS 28335     |
 DV2006| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX. 1.6 KM 3043921.7 |
 DV2006| DV2002 ADOBE SPERRY PHOENIX CO TANK        APPROX.10.6 KM 3473533.4 |
 DV2006|---------------------------------------------------------------------|
 DV2006
 DV2006                          SUPERSEDED SURVEY CONTROL
 DV2006
 DV2006  NAD 83(1986)-  33 35 08.16932(N)    112 04 20.25160(W) AD(       ) 1
 DV2006  NAD 27      -  33 35 08.02420(N)    112 04 17.71200(W) AD(       ) 1
 DV2006  NGVD 29 (07/19/86)  641.5    (m)         2105.     (f) VERT ANG    3  
 DV2006
 DV2006.Superseded values are not recommended for survey control.
 DV2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2006.See file dsdata.txt to determine how the superseded data were derived.
 DV2006
 DV2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0049616725(NAD 83)
 DV2006_MARKER: DD = SURVEY DISK
 DV2006_SETTING: 66 = SET IN ROCK OUTCROP
 DV2006
 DV2006  HISTORY     - Date     Condition        Report By
 DV2006  HISTORY     - 1963     MONUMENTED       USGS
 DV2006  HISTORY     - 1973     MARK NOT FOUND   NGS
 DV2006
 DV2006                          STATION DESCRIPTION
 DV2006
 DV2006'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (CAA)
 DV2006'STATION IS LOCATED ABOUT 9 MILES NORTH OF THE BUSINESS CENTER
 DV2006'OF PHOENIX, ABOUT 3 MILES NORTH OF SQUAW PEAK, ABOUT 1.5
 DV2006'MILES NORTHWEST OF SUNNYSLOPE AND ON THE HIGHEST POINT OF
 DV2006'SUNNYSLOPE MOUNTAIN.
 DV2006'
 DV2006'TO REACH FROM THE JUNCTION OF BLACK CANYON HIGHWAY AND PEORIA
 DV2006'AVENUE, ABOUT 9.0 MILES NORTHWEST OF THE BUSINESS CENTER OF
 DV2006'PHOENIX, GO EAST ON PEORIA AVENUE FOR 2.0 MILES TO NORTH 7TH
 DV2006'AVENUE AND END OF BLACKTOP, CONTINUE STRAIGHT AHEAD AND GO
 DV2006'EAST ON BLADED ROAD FOR 0.2 MILE TO A TRACK ROAD RIGHT, TURN
 DV2006'RIGHT AND GO SOUTH 0.1 MILE TO DIAGONAL CROSSROAD, TURN SHARP
 DV2006'LEFT AND GO EASTERLY ON TRACK ROAD FOR 0.15 MILE TO THE
 DV2006'AZIMUTH MARK ON LEFT IN A OUTSTANDING GROUP OF OUTCROPPING
 DV2006'BEDROCK AND END OF TRUCK TRAVEL FOR 2-WHEEL DRIVE.  FROM
 DV2006'HERE PACK NORTHERLY TO RIDGE THENCE RIGHT EASTERLY UP
 DV2006'RIDGE TO TOP OF MOUNTAIN AND STATION AS DESCRIBED.  THIS
 DV2006'IS ABOUT A 45 MINUTE PACK.
 DV2006'
 DV2006'STATION MARK, A USGS DISK STAMPED SUNNYSLOPE 2 1963 IS CEMENTED
 DV2006'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 6 INCHES BELOW
 DV2006'SURFACE OF ROCK ON HIGHEST PEAK OF MOUNTAIN.
 DV2006'
 DV2006'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED SUNNYSLOPE
 DV2006'2 USGS NO. 3 1963, IS CEMENTED IN A DRILL HOLE IN TOP OF
 DV2006'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 1.5 FEET.  THE MARK IS
 DV2006'41 FEET SOUTHEAST OF STATION AND IS 5 FEET LOWER IN ELEVATION
 DV2006'THAN THE STATION MARK.
 DV2006'
 DV2006'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED SUNNYSLOPE
 DV2006'2 USGS NO. 4 1963, IS CEMENTED IN A DRILL HOLE IN TOP OF
 DV2006'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 FEET.  THE MARK IS
 DV2006'24.3 FEET WEST-NORTHWEST OF STATION AND IS 3 FEET LOWER IN
 DV2006'ELEVATION THAN THE STATION.
 DV2006'
 DV2006'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED SUNNYSLOPE 1947,
 DV2006'IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH
 DV2006'PROJECTS ABOUT 3.5 FEET.  THE MARK IS 20 FEET WEST OF
 DV2006'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 FEET ABOVE THE
 DV2006'SURROUNDING AREA.  THIS IS THE ONLY OUTSTANDING GROUP OF BEDROCK
 DV2006'AND IS EASILY IDENTIFIED.
 DV2006'
 DV2006'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2006
 DV2006                          STATION RECOVERY (1973)
 DV2006
 DV2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2006'THE STATION MARK WAS NOT RECOVERED, ANGLES OBSERVED FROM THE
 DV2006'APPROXIMATE LOCATION OF THE STATION INDICATE THE MARK SHOULD
 DV2006'BE UNDER THE WEST EDGE OF A LOW STONE AND CEMENT WALL.  REFERENCE
 DV2006'MARK 3 HAS BEEN DESTROYED BY VANDALS.  REFERENCE MARK 4 IS
 DV2006'INSIDE THE CHAIN LINK FENCE IN A LARGE BOULDER WHICH MAY HAVE
 DV2006'SHIFTED OFF POSITION.  THE AZIMUTH MARK WAS FOUND IN THE
 DV2006'DESCRIBED LOCATION IN GOOD CONDITION.
 DV2006'
 DV2006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 DV2006'NORTH OF PHOENIX
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0741 ***********************************************************************
 DT0741  DESIGNATION -  SUNSET
 DT0741  PID         -  DT0741
 DT0741  STATE/COUNTY-  AZ/GREENLEE
 DT0741  USGS QUAD   -  RATTLESNAKE SPRING (1989)
 DT0741
 DT0741                         *CURRENT SURVEY CONTROL
 DT0741  ___________________________________________________________________
 DT0741* NAD 83(1992)-  33 07 21.04663(N)    109 13 38.33444(W)     ADJUSTED  
 DT0741* NAVD 88     -      2128.4    (meters)    6983.     (feet)  VERTCON   
 DT0741  ___________________________________________________________________
 DT0741  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 DT0741  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 DT0741  HORZ ORDER  -  FIRST
 DT0741
 DT0741.The horizontal coordinates were established by classical geodetic methods
 DT0741.and adjusted by the National Geodetic Survey in August 1993.
 DT0741
 DT0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0741
 DT0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0741
 DT0741.The geoid height was determined by GEOID03.
 DT0741
 DT0741;                    North         East     Units Scale Factor Converg.
 DT0741;SPC AZ E     -   235,730.212   301,016.726   MT  0.99999471   +0 30 48.0
 DT0741;SPC AZ E     -   773,393.08    987,587.68   iFT  0.99999471   +0 30 48.0
 DT0741;UTM  12      - 3,666,267.100   665,378.307   MT  0.99993722   +0 58 07.9
 DT0741
 DT0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0741!SPC AZ E     -   0.99966989  x   0.99999471  =   0.99966460
 DT0741!UTM  12      -   0.99966989  x   0.99993722  =   0.99960713
 DT0741
 DT0741|---------------------------------------------------------------------|
 DT0741| PID    Reference Object                     Distance      Geod. Az  |
 DT0741|                                                           dddmmss.s |
 DT0741| CD3702 SUNSET RM 1                           8.345 METERS 03337     |
 DT0741| CD3701 SUNSET AZ MK                                       0792448.7 |
 DT0741| CD3703 SUNSET RM 2                          15.772 METERS 16625     |
 DT0741| DT0747 MORENCI SMELTER SMOKESTACK          APPROX.12.5 KM 2393152.1 |
 DT0741| DT0751 RENCI                               APPROX.14.7 KM 2475655.1 |
 DT0741| DT0777 HIGHEST PEAK                        APPROX.28.6 KM 2500417.1 |
 DT0741| DT0749 MORENCI SILVER TANK                 APPROX.13.2 KM 2500801.7 |
 DT0741| DT0765 ROSE PEAK LOOKOUT                   APPROX.37.7 KM 3391259.9 |
 DT0741|---------------------------------------------------------------------|
 DT0741
 DT0741                          SUPERSEDED SURVEY CONTROL
 DT0741
 DT0741  NAD 83(1986)-  33 07 21.04318(N)    109 13 38.33326(W) AD(       ) 1
 DT0741  NAD 27      -  33 07 20.81800(N)    109 13 36.08000(W) AD(       ) 1
 DT0741  NGVD 29 (07/19/86) 2127.6    (m)         6980.     (f) VERT ANG    3  
 DT0741
 DT0741.Superseded values are not recommended for survey control.
 DT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0741.See file dsdata.txt to determine how the superseded data were derived.
 DT0741
 DT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6537866267(NAD 83)
 DT0741_MARKER: DD = SURVEY DISK
 DT0741_SETTING: 80 = SET IN A BOULDER
 DT0741_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0741
 DT0741  HISTORY     - Date     Condition        Report By
 DT0741  HISTORY     - 1934     MONUMENTED       USGS
 DT0741  HISTORY     - 1945     GOOD             CGS
 DT0741  HISTORY     - 1966     GOOD             CGS
 DT0741  HISTORY     - 1978     GOOD             NGS
 DT0741  HISTORY     - 1978     GOOD             NGS
 DT0741
 DT0741                          STATION DESCRIPTION
 DT0741
 DT0741'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DT0741'STATION IS LOCATED ON SUNSET PEAK, ABOUT 6 MILES NE OF CLIFTON,
 DT0741'IN SEC. 32, T. 3 S., R. 30 E.
 DT0741'
 DT0741'TO REACH FROM THE POST OFFICE IN CLIFTON, CROSS THE RAILROAD
 DT0741'TRACKS TO THE RIGHT, THEN TURN LEFT AND FOLLOW ROAD UP THE SW
 DT0741'SIDE OF THE RIVER 0.6 MILE, CROSS BRIDGE (SAN FRANCISCO RIVER)
 DT0741'AND FOLLOW THE MAIN ROAD 5.1 MILES, AT THIS POINT TAKE THE
 DT0741'RIGHT FORK WHERE MAIN ROAD CROSSES RIVER AND FOLLOW IT 0.5 MILE
 DT0741'TO THE WM. MC BRIDE PLACE.  A TRAIL GOES UP THE RIDGE ABOUT
 DT0741'100 YARDS E OF THE FARMHOUSE.  FOLLOW THIS TRAIL TO THE TOP OF
 DT0741'RIDGE, THEN GO UP THE RIDGE IN A NE DIRECTION TO THE PEAK,
 DT0741'ABOUT A 5-MINUTE WALK BY TRAIL.
 DT0741'
 DT0741'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN A DRILL
 DT0741'HOLE IN A BOULDER.  DISK STAMPED WITH AN ELEVATION OF 5900 FEET
 DT0741'ABOVE SEA LEVEL.
 DT0741'
 DT0741'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN BOULDERS.
 DT0741
 DT0741                          STATION RECOVERY (1945)
 DT0741
 DT0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0741'STATION WAS RECOVERED WITH ALL MARKS AS DESCRIBED AND IN GOOD
 DT0741'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AS NOTED BELOW.
 DT0741'
 DT0741'STATION IS LOCATED ABOUT 8-1/2 MILES (AIR LINE) ENE OF MORENCI, 6
 DT0741'MILES NE OF CLIFTON, AND 3-1/4 MILES E OF THE SAN FRANCISCO RIVER,
 DT0741'ON THE HIGHEST POINT OF THE HIGHEST CONE-SHAPED PEAK IN THE
 DT0741'VICINITY.  IT IS KNOWN LOCALLY AS SUNSET PEAK.
 DT0741'
 DT0741'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, GO N
 DT0741'0.05 MILE AND TURN RIGHT CROSSING RAILROAD TRACKS.  TURN LEFT,
 DT0741'JUST BEFORE CROSSING BRIDGE, AND FOLLOW THE ROAD ALONG THE W
 DT0741'SIDE OF THE RIVER FOR 0.55 MILE.  TURN RIGHT ACROSS BRIDGE AND GO
 DT0741'0.9 MILE TO CATTLE GUARD.  CROSS CATTLE GUARD AND TAKE LEFT
 DT0741'FORK FOR 1.2 MILES.  FORD RIVER AND GO 1.0 MILE TO PUMP STATION.
 DT0741'CONTINUE FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.05
 DT0741'MILE TO RIVER.  FORD RIVER AND GO 0.6 MILE ALONG THE RIGHT SIDE
 DT0741'OF THE RIVER.  FORD RIVER AND GO 0.2 MILE TO A POINT
 DT0741'OPPOSITE A HOUSE AND WINDMILL ON THE RIGHT BANK.  HERE TAKE
 DT0741'LEFT FORK AND GO 0.2 MILE.  FORD RIVER AND GO 0.4 MILE TO
 DT0741'FORKS.  TAKE RIGHT FORK AND GO 0.5 MILE TO THE END OF TRUCK
 DT0741'TRAVEL AT THE FORD RANCH HOUSE.  FOLLOW TRAIL TO E UP THE SIDE
 DT0741'OF THE HILL FOR ABOUT 200 YARDS.  AT TRAIL FORKS TAKE
 DT0741'RIGHT FORK CROSSING A SMALL CANYON AND GO UP THE STEEP
 DT0741'RIDGE TO THE LEFT OF THE YELLOW BROWN CLIFFS AND THEN ON
 DT0741'TO TOP OF RIDGE AND GATE.  CONTINUE ALONG TOP OF RIDGE E TO
 DT0741'MOUNTAIN.  THEN CLIMB TO TOP OF PEAK AND STATION.  BURROS MAY
 DT0741'BE TAKEN TO TOP.
 DT0741'
 DT0741'THE STATION IS ABOUT 200 FEET SSW OF AND 8 FEET LOWER THAN
 DT0741'THE HIGHEST POINT.  IT IS MARKED BY A STANDARD U.S. GEOLOGICAL
 DT0741'SURVEY STATION DISK SET IN A DRILL HOLE IN A BOULDER WHICH
 DT0741'PROJECTS 1 FOOT ABOVE THE GROUND AND IS STAMPED 1900.  IT WAS
 DT0741'NOT STAMPED 5900 AS NOTED IN THE ORIGINAL DESCRIPTION.
 DT0741'
 DT0741'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 4 FEET LOWER.
 DT0741'IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER
 DT0741'WHICH PROJECTS 1-1/2 FEET ABOVE THE GROUND.  IT IS STAMPED
 DT0741'SUNSET USGS NO 1 1934.
 DT0741'
 DT0741'REFERENCE MARK 2 IS SSE OF THE STATION AND ABOUT 5-1/2 FEET
 DT0741'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A
 DT0741'BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND.  IT IS STAMPED
 DT0741'SUNSET USGS NO 2 1934.
 DT0741'
 DT0741'AZIMUTH MARK IS 1/4 MILE E OF THE STATION.  IT IS SET ON A
 DT0741'RIDGE GOING SE FROM THE TOP OF THE MOUNTAIN, ABOUT TWO-THIRDS
 DT0741'OF THE WAY DOWN TO WHERE IT DROPS OFF IN A CLIFF.  IT IS 2 FEET
 DT0741'SW OF A 1-1/2-FOOT ROCK CAIRN.  IT IS A BRONZE AZIMUTH DISK SET
 DT0741'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE
 DT0741'THE GROUND AND IS STAMPED SUNSET USGS 1945.
 DT0741'
 DT0741'NOTE--DISCREPANCIES IN DISTANCES TO REFERENCE MARKS WERE NOTED.
 DT0741'NEW MEASUREMENTS DO NOT AGREE WITH PUBLISHED FIGURES.  NEW ONES
 DT0741'WERE CHECKED.
 DT0741
 DT0741                          STATION RECOVERY (1966)
 DT0741
 DT0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0741'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DT0741'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE ROUTING
 DT0741'TO THE STATION IS INADEQUATE DUE TO CHANGES IN ROADS.
 DT0741'
 DT0741'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DT0741'
 DT0741'THE STATION IS ABOUT 10-1/2 MILES WEST OF THE ARIZONA-NEW MEXICO
 DT0741'STATE LINE, 6-1/2 MILES NORTHEAST OF CLIFTON AND ON SUNSET PEAK.
 DT0741'
 DT0741'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CLIFTON, GO SOUTH
 DT0741'ON U.S. HIGHWAY 666 FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT
 DT0741'FORK AND FOLLOW WARD CANYON ROAD SOUTH THEN EASTERLY, PASSING
 DT0741'UNDER U.S. HIGHWAY 666 FOR 3.0 MILES TO A DIAGONAL CROSSROAD.
 DT0741'CONTINUE EASTERLY FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT.
 DT0741'TURN LEFT AND GO NORTH FOR 0.3 MILE TO A ROCK MONUMENT WITH A
 DT0741'SIGN LOMA LINDA ESTATES.  CONTINUE NORTH AND NORTHEAST FOR 0.3
 DT0741'MILE TO A FORK.  TAKE THE RIGHT FORK WHICH LEADS ACROSS A
 DT0741'CANYON AND GO NORTHEASTERLY FOR 1.9 MILES TO A MESH WIRE GATE
 DT0741'AND A FORK JUST BEYOND THE GATE.  PASS THROUGH THE GATE, TAKE
 DT0741'THE LEFT FORK AND GO NORTHERLY FOR 3.95 MILES TO A CORRAL AND A
 DT0741'GATE.  PASS THROUGH THE GATE AND GO NORTHERLY ON A BLADED
 DT0741'ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH THE GATE AND
 DT0741'CONTINUE NORTHERLY FOR 1.8 MILES TO A WIRE GATE AT A SADDLE.
 DT0741'PASS THROUGH THE GATE AND GO NORTHERLY ON A TRACK ROAD FOR 0.3
 DT0741'MILE TO A CORRAL.  TURN LEFT, CROSS A WASH AND FOLLOW A
 DT0741'NARROW MOUNTAIN ROAD FOR 0.5 MILE TO A WIRE GATE AT THE EAST
 DT0741'END OF A CORRAL.  PASS THROUGH THE GATE AND CONTINUE
 DT0741'NORTHERLY ON A TRACK ROAD FOR 1.5 MILES TO A SIDE ROAD ON THE
 DT0741'LEFT AT A STOCK POND.  CONTINUE NORTH AND WEST FOR 1.7
 DT0741'MILES TO A WIRE GATE AND A SIDE ROAD ON THE RIGHT.  CONTINUE
 DT0741'WEST AND SOUTH ON A TRACK ROAD FOR 1.4 MILES TO A POINT WHERE
 DT0741'THE ROAD CROSSES A RIDGE AND THE END OF TRUCK TRAVEL.  PACK
 DT0741'SOUTHWEST AND WEST FOR 3/4 MILE TO THE STATION AT THE WEST
 DT0741'END OF THE RIDGE.  NOTE--A 45 MINUTE PACK.  A 4-WHEEL DRIVE
 DT0741'VEHICLE IS REQUIRED TO REACH THE END OF TRUCK TRAVEL.
 DT0741'
 DT0741'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 DT0741'WHICH IS NOT STAMPED, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT
 DT0741'BOULDER THAT PROJECTS 1 FOOT.  IT IS 240 FEET SOUTH-SOUTHWEST OF
 DT0741'THE HIGHEST POINT OF SUNSET PEAK AND 50 FEET NORTH OF THE SOUTH
 DT0741'EDGE OF THE PEAK.
 DT0741'
 DT0741'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUNSET USGS 1934
 DT0741'NO 1, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 DT0741'1 FOOT.  IT IS 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DT0741'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 55.26 FEET OR
 DT0741'16.845 METERS.
 DT0741'
 DT0741'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SUNSET USGS NO 2
 DT0741'1934, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 DT0741'4 INCHES.  IT IS 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DT0741'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 28.06 FEET OR
 DT0741'8.552 METERS.
 DT0741'
 DT0741'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUNSET USGS 1945,
 DT0741'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 DT0741'IT IS 2 FEET SOUTHWEST OF A 1-1/2 FOOT HIGH CAIRN.
 DT0741'
 DT0741'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST AND
 DT0741'NORTHEAST TO A LOWER POINT ON THE RIDGE AND THE AZIMUTH MARK.
 DT0741'A 10 MINUTE PACK.
 DT0741'
 DT0741'NOT POSSIBLE TO MEASURE BETWEEN REFERENCE MARKS.
 DT0741'
 DT0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 DT0741'NORTHEAST OF CLIFTON.
 DT0741
 DT0741                          STATION RECOVERY (1978)
 DT0741
 DT0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0741'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 DT0741'CONDITION.  THE ANGLES TO RMS CHECKED BUT THE DISTANCES DID NOT
 DT0741'CHECK PUBLISHED DISTANCES.  THE AZIMUTH MARK WAS NOT RECOVERED.
 DT0741'
 DT0741'A NEW DESCRIPTION FOLLOWS--
 DT0741'
 DT0741'TO REACH THE STATION FROM THE THREE-WAY INTERSECTION OF ARIZONA
 DT0741'HWYS. 78 AND 75 AND U.S. HWY. 666, 9 MILES SOUTH OF CLIFTON, TRAVEL
 DT0741'EAST ON HWY. 78 FOR 16.5 MILES TO MILE POST 171.25 AND A TRAIL AND
 DT0741'A CATTLE GUARD ON THE LEFT (THIS TRAIL LEADS TO THE MARTINEZ RANCH
 DT0741'AND THE SAN FRANCISCO RIVER), TURN LEFT AND TRAVEL ON MAIN TRAVELED
 DT0741'TRAIL FOR 10.90 MILES TO A SIGN PLEASANT VALLEY TRAIL, TURN
 DT0741'LEFT AND FOLLOW MAIN TRAVELED TRAIL FOR 8.6 MILES TO A FORK IN A
 DT0741'BOTTOM OF A WASH, TAKE RIGHT FORK AND GO 0.1 MILE TO AN OLD
 DT0741'CORRAL, PASS THROUGH CORRAL AND GO 1.5 MILE TO A GATE, PASS THROUGH
 DT0741'GATE AND GO 1.6 MILES TO ANOTHER CORRAL AND A TANK ON THE RIGHT,
 DT0741'CONTINUE ON TRAIL FOR 1.1 MILE TO A TANK ON THE RIGHT, BEAR LEFT AT
 DT0741'TANK AND GO 0.1 MILE TO A GATE, PASS THROUGH GATE AND MAKE A SHARP
 DT0741'RIGHT TURN AND FOLLOW TRAIL PARALLELING FENCE TO A TRAIL AND SIGN
 DT0741'POST ON THE LEFT.  FOLLOW FENCE TO A GATE, PASS THROUGH GATE
 DT0741'AND CONTINUE UP STEEP SLOPE FOR 1.4 MILES TO A SMALL SADDLE AND
 DT0741'END OF TRUCK TRAVEL.  FROM HERE, PACK WESTERLY CONTOURING RIDGE
 DT0741'TO HIGHEST POINT AND THE STATION.  ABOUT A 40 MINUTE PACK, 4 X 4
 DT0741'REQUIRED.
 DT0741'
 DT0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 DT0741'NORTHEAST OF CLIFTON.
 DT0741'
 DT0741'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DT0741
 DT0741                          STATION RECOVERY (1978)
 DT0741
 DT0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 DT0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1121 ***********************************************************************
 ES1121  DESIGNATION -  SUNSET
 ES1121  PID         -  ES1121
 ES1121  STATE/COUNTY-  AZ/COCONINO
 ES1121  USGS QUAD   -  WEST SUNSET MOUNTAIN (1986)
 ES1121
 ES1121                         *CURRENT SURVEY CONTROL
 ES1121  ___________________________________________________________________
 ES1121* NAD 83(1992)-  34 54 14.26134(N)    110 57 42.05104(W)     ADJUSTED  
 ES1121* NAVD 88     -      1973.5    (meters)    6475.     (feet)  VERTCON   
 ES1121  ___________________________________________________________________
 ES1121  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 ES1121  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ES1121  HORZ ORDER  -  FIRST
 ES1121
 ES1121.The horizontal coordinates were established by classical geodetic methods
 ES1121.and adjusted by the National Geodetic Survey in August 1993.
 ES1121
 ES1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1121
 ES1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1121
 ES1121.The geoid height was determined by GEOID03.
 ES1121
 ES1121;                    North         East     Units Scale Factor Converg.
 ES1121;SPC AZ C     -   433,336.995   300,633.323   MT  0.99999384   +0 32 47.3
 ES1121;SPC AZ C     - 1,421,709.30    986,329.80   iFT  0.99999384   +0 32 47.3
 ES1121;UTM  12      - 3,862,393.512   503,500.767   MT  0.99960015   +0 01 18.9
 ES1121
 ES1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1121!SPC AZ C     -   0.99969409  x   0.99999384  =   0.99968793
 ES1121!UTM  12      -   0.99969409  x   0.99960015  =   0.99929436
 ES1121
 ES1121:                Primary Azimuth Mark                     Grid Az
 ES1121:SPC AZ C     -  WINSLOW AF STA RADAR DOME                030 46 22.6
 ES1121:UTM  12      -  WINSLOW AF STA RADAR DOME                031 17 51.0
 ES1121
 ES1121|---------------------------------------------------------------------|
 ES1121| PID    Reference Object                     Distance      Geod. Az  |
 ES1121|                                                           dddmmss.s |
 ES1121| FQ0754 WINSLOW AF STA RADAR DOME           APPROX.22.8 KM 0311909.9 |
 ES1121| FQ0745 WINSLOW TALL TANK COAL CHUTE        APPROX.26.5 KM 0583439.3 |
 ES1121| FQ0746 WINSLOW ICEPLANT LONE STACK         APPROX.26.9 KM 0595053.8 |
 ES1121| CD3698 SUNSET AZ MK 2                                     0652632.8 |
 ES1121| FQ0731 SHARP BUTTE 13 MI W HENNESSY        APPROX.71.5 KM 0683038.0 |
 ES1121| CD3697 SUNSET AZ MK                                       0911442.2 |
 ES1121| ES1117 TABLE MOUNTAIN HIGHEST POINT        APPROX. 9.0 KM 1405350.2 |
 ES1121| CD3699 SUNSET RM 1                          13.904 METERS 18627     |
 ES1121| ES0964 BLUE RIDGE LEFT SHOULDER            APPROX.42.8 KM 2061803.8 |
 ES1121| ES0876 ROCK                                APPROX.41.6 KM 2175547.2 |
 ES1121| ES0967 HUTCH MOUNTAIN LOOKOUT TOWER        APPROX.40.8 KM 2512116.2 |
 ES1121| CD3700 SUNSET RM 2                           8.597 METERS 25902     |
 ES1121| FQ0625 AGASSIZ PEAK                        APPROX.80.3 KM 3055124.9 |
 ES1121| FQ0596 SUNSHINE ATT MICROWAVE TOWER        APPROX.24.4 KM 3441109.3 |
 ES1121|---------------------------------------------------------------------|
 ES1121
 ES1121                          SUPERSEDED SURVEY CONTROL
 ES1121
 ES1121  NAD 83(1986)-  34 54 14.25407(N)    110 57 42.05447(W) AD(       ) 1
 ES1121  NAD 27      -  34 54 14.17700(N)    110 57 39.55900(W) AD(       ) 1
 ES1121  NGVD 29 (07/19/86) 1972.6    (m)         6472.     (f) VERT ANG    3  
 ES1121
 ES1121.Superseded values are not recommended for survey control.
 ES1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1121.See file dsdata.txt to determine how the superseded data were derived.
 ES1121
 ES1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0350162394(NAD 83)
 ES1121_MARKER: DS = TRIANGULATION STATION DISK
 ES1121_SETTING: 66 = SET IN ROCK OUTCROP
 ES1121_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1121+STABILITY: POSITION/ELEVATION WELL
 ES1121
 ES1121  HISTORY     - Date     Condition        Report By
 ES1121  HISTORY     - 1919     MONUMENTED       CGS
 ES1121  HISTORY     - 1936     GOOD             CGS
 ES1121  HISTORY     - 1955     GOOD             USGS
 ES1121  HISTORY     - 1958     GOOD             CGS
 ES1121  HISTORY     - 1970     GOOD             USGS
 ES1121  HISTORY     - 1972     GOOD             AZHD
 ES1121  HISTORY     - 1979     GOOD             AZDT
 ES1121  HISTORY     - 1981     GOOD             AZDT
 ES1121
 ES1121                          STATION DESCRIPTION
 ES1121
 ES1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 ES1121'STATION IS ON THE HIGHEST POINT OF A LAVA RIDGE NORTH OF SUNSET
 ES1121'PASS AND ABOUT 15 MILES SOUTHWEST FROM WINSLOW.  AS VIEWED FROM
 ES1121'THE WINSLOW SIDE, IT IS THE SECOND PEAK TO THE RIGHT OF SUNSET
 ES1121'PASS.  THE TOP OF THE RIDGE IS A NARROW LAVA ROCK EXTENDING
 ES1121'NORTH AND SOUTH.  STATION IS NEAR THE NORTH END, AND AS NEAR
 ES1121'THE EAST EDGE AS WAS POSSIBLE TO PLACE IT.  A SMALL ROCK CAIRN
 ES1121'WAS FOUND ABOUT TWO METERS SOUTH OF THE STATION, WHICH MAY
 ES1121'HAVE BEEN U.S. GEOLOGICAL SURVEY MARK.  BOTH STATION MARK
 ES1121'AND REFERENCE MARK ARE CEMENTED INTO SOLID ROCK.
 ES1121'
 ES1121'STATION MARK IS STAMPED 1919 BUT WAS OCCUPIED IN 1920.
 ES1121'
 ES1121'SURFACE, REFERENCE MARKS ARE SET AS DESCRIBED.
 ES1121'THERE IS NO UNDERGROUND OR WITNESS MARK.
 ES1121'
 ES1121'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.295 METERS.
 ES1121
 ES1121                          STATION RECOVERY (1936)
 ES1121
 ES1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1121'ABOUT 20 MILES SOUTHWEST OF WINSLOW.  THE STATION WAS FOUND AS
 ES1121'DESCRIBED IN GOOD CONDITION, AND THE REFERENCE MARK WAS ALSO
 ES1121'FOUND IN GOOD CONDITION.  THIS STATION IS ON A HIGH POINT OF A
 ES1121'LAVA RIDGE NORTH OF SUNSET PASS, ON THE EXTREME NORTHERN PEAK
 ES1121'OF THE SUNSET MOUNTAINS.  THE TOP OF THE RIDGE IS A NARROW
 ES1121'LAVA ROCK EXTENDING NORTH AND SOUTH, AND THE STATION IS ON THE
 ES1121'HIGHEST POINT AT THE NORTH END, ABOUT 5 FEET FROM THE EDGE OF A
 ES1121'6-FOOT CLIFF.
 ES1121'
 ES1121'AN AZIMUTH MARK AND ANOTHER REFERENCE MARK WERE SET AT THIS
 ES1121'STATION.  THE AZIMUTH MARK IS ABOUT 1/2 MILE EAST OF THE STATION
 ES1121'AT THE FOOT OF THE SLOPE OF THE STATION HILL.
 ES1121'
 ES1121'TO REACH THE STATION FROM WINSLOW, GO WEST FROM THE CENTER OF
 ES1121'TOWN ON U.S. HIGHWAY 66 FOR 1.9 MILES TO A GRAVEL ROAD TO THE
 ES1121'LEFT (SOUTH) ACROSS THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ES1121'TRACKS.  TURN LEFT AND GO SOUTH ON A GRAVEL HIGHWAY FOR 15.0
 ES1121'MILES TO A POINT WHERE THE MAIN ROAD TURNS LEFT, AN UNIMPROVED
 ES1121'ROAD CONTINUES STRAIGHT AHEAD, AND A DIM ROAD TURNS RIGHT AND
 ES1121'GOES WEST ALONG THE NORTH SIDE OF SUNSET MOUNTAINS.  TURN RIGHT
 ES1121'AND FOLLOW THIS DIM ROAD WEST FOR 2.7 MILES TO A POINT WHICH
 ES1121'IS NORTHEAST OF A BARE PEAK WHICH IS THE HIGHEST IN THE
 ES1121'VICINITY.  TURN LEFT HERE, OFF THE ROAD, AND GO SOUTHWEST FOR
 ES1121'ABOUT 1 MILE TO THE FOOT OF THE MOUNTAIN AND THE END OF
 ES1121'TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST UP THE STEEP
 ES1121'SLOPE TO THE HIGHEST POINT (ABOUT 1/2-HOUR PACK) AND
 ES1121'THE STATION SUNSET.
 ES1121'
 ES1121'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 ES1121
 ES1121                          STATION RECOVERY (1955)
 ES1121
 ES1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 ES1121'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 ES1121
 ES1121                          STATION RECOVERY (1958)
 ES1121
 ES1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES1121'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 ES1121'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ES1121'THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW ONE WAS ESTABLISHED.
 ES1121'
 ES1121'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ES1121'
 ES1121'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH
 ES1121'LAVA RIDGE THAT IS NORTH OF SUNSET PASS, 15 MILES SOUTHWEST
 ES1121'OF WINSLOW AND 5 MILES WEST OF STATE HIGHWAY 65.  AS VIEWED
 ES1121'FROM THE WINSLOW SIDE IT IS THE SECOND PEAK TO THE RIGHT OF SUNSET
 ES1121'PASS.
 ES1121'
 ES1121'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO SOUTH
 ES1121'ON STATE HIGHWAY 65 FOR 16.0 MILES TO A T-ROAD AND CATTLE
 ES1121'GUARD ON THE RIGHT, TURN RIGHT, WEST, GO 3.6 MILES ON A
 ES1121'GRADED ROAD TO A T-ROAD RIGHT, TURN RIGHT, GO NORTH ALONG THE
 ES1121'EAST SIDE OF A FENCE PASSING A WINDMILL AND CORRAL ON THE LEFT
 ES1121'TO A CROSSROAD, TURN LEFT, GO WEST ON THE TRACK ROAD FOR
 ES1121'0.5 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT,
 ES1121'CONTINUE WEST AND SOUTHWEST ON THE TRACK ROAD FOR 1.0 MILE
 ES1121'TO THE END OF TRUCK TRAVEL AT A LARGE CINDER PIT.  FROM HERE
 ES1121'PACK WEST UPHILL TO THE TOP OF THE RIDGE AND THE STATION.
 ES1121'A 20 MINUTE PACK.
 ES1121'
 ES1121'THE STATION MARK, STAMPED SUNSET 1919, IS A STANDARD DISK
 ES1121'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS 12 FEET
 ES1121'NORTH OF A WITNESS SIGN POST.
 ES1121'
 ES1121'REFERENCE MARK NO. 1, STAMPED SUNSET 1919, IS A STANDARD DISK
 ES1121'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 32 FEET SOUTH
 ES1121'OF A WITNESS SIGN POST.
 ES1121'
 ES1121'REFERENCE MARK NO. 2, STAMPED SUNSET NO 2 1920 1936, IS A
 ES1121'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ES1121'THAT PROJECTS 1 FOOT.  IT IS 28 FEET WEST OF A WITNESS SIGN
 ES1121'POST AND ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION.
 ES1121'
 ES1121'THE AZIMUTH MARK, STAMPED SUNSET 1920 1958, IS A STANDARD
 ES1121'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ES1121'4 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 ES1121'5 FEET SOUTH OF A WITNESS SIGN POST, 3 FEET SOUTH OF A FENCE
 ES1121'CORNER AND 1 FOOT WEST OF A FENCE.
 ES1121
 ES1121                          STATION RECOVERY (1970)
 ES1121
 ES1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES1121'RECOVERED AS DESCRIBED BY USGS AND CGS.  ALL MARKS IN GOOD
 ES1121'CONDITION.  NEW TO REACH FOLLOWS.
 ES1121'
 ES1121'TO REACH FROM JCT. OF U.S. HWY. 66 AND STATE HWY. 87 IN WINSLOW,
 ES1121'GO 17.1 MI S. ON HWY. 87 TO T-RD. E. AND CATTLEGUARD IN SUNSET
 ES1121'PASS.  TURN RIGHT (W.) THROUGH CATTLEGUARD PAST CINDER STOCKPILE
 ES1121'PROCEEDING 5.1 MI NORTHWESTERLY ALONG MAIN GRADED RD. TO END OF
 ES1121'TRUCK TRAVEL AT LARGE CINDER PIT.  LEAVE TRUCK AND PACK
 ES1121'NORTHWESTERLY AROUND SOUTH SIDE OF CINDER PIT TO HIGHEST POINT
 ES1121'AND STATION.
 ES1121
 ES1121                          STATION RECOVERY (1972)
 ES1121
 ES1121'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TET)
 ES1121'GENERAL LOCATION AS PER DESCRIPTION
 ES1121'
 ES1121'TO REACH AS PER DESCRIPTION
 ES1121'
 ES1121'STATION MARK AS PER DESCRIPTION
 ES1121'
 ES1121'REFERENCE MARK R.M. 1 (STAMPED 1919) AND R.M. 2 (STAMPED
 ES1121'1920 AND 1936) BOTH IN AND GOOD.
 ES1121'
 ES1121'AZIMUTH MARK IN AND GOOD.
 ES1121
 ES1121                          STATION RECOVERY (1979)
 ES1121
 ES1121'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1121'THE STATION IS LOCATED 15 AIRLINE MILES SOUTHWEST OF WINSLOW AND 4
 ES1121'MILES NORTHWEST OF SUNSET PASS AND ALONG STATE HIGHWAY 87.
 ES1121'
 ES1121'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND ALL
 ES1121'MARKS WERE FOUND TO BE IN GOOD CONDITION.
 ES1121'
 ES1121'A NEW TO REACH DISCRIPTION FOLLOWS.
 ES1121'
 ES1121'FROM THE POST OFFICE IN WINSLOW TRAVEL SOUTH ON STATE HIGHWAY 87 FOR
 ES1121'16.5 MILES TO A CATTLE GUARD AND BLADED ROAD ON THE RIGHT, CROSS
 ES1121'CATTLE GUARD AND TRAVEL ON WIDE BLADED ROAD FOR 4.65 MILES TO AN
 ES1121'INTERSECTION IN FRONT OF A CINDER PIT.  TURN LEFT ONTO DIRT ROAD FOR
 ES1121'1.65 MILES TO A DIRT ROAD LEFT,TURN LEFT FOR 50 FEET WHERE ROAD
 ES1121'DIVIDES.  BEAR RIGHT AND TRAVEL ON TRACK ROAD FOR 0.3 MILES TO A DIM
 ES1121'TRACK ROAD ON THE LEFT,TURN LEFT AND CROSS A SMALL STREAM BED AND
 ES1121'TRAVEL 0.4 MILES UP A STEEP RIDGE TO THE END OF TRUCK TRAVEL.  STATION
 ES1121'IS 100 FEET AHEAD ON HIGHEST POINT OF ROCKY OUTCROP.  PACK TIME IS 30
 ES1121'MINUTES.  A 4X4 VEHICLE IS REQUIRED.
 ES1121
 ES1121                          STATION RECOVERY (1981)
 ES1121
 ES1121'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES1121'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1981.
 ES1121'THE ROUTE TO THE STATION REMAINS UNCHANGED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0610 ***********************************************************************
 FQ0610  DESIGNATION -  SUNSET CRATER
 FQ0610  PID         -  FQ0610
 FQ0610  STATE/COUNTY-  AZ/COCONINO
 FQ0610  USGS QUAD   -  SUNSET CRATER EAST (1969)
 FQ0610
 FQ0610                         *CURRENT SURVEY CONTROL
 FQ0610  ___________________________________________________________________
 FQ0610* NAD 83(1992)-  35 21 56.08542(N)    111 30 02.34726(W)     ADJUSTED  
 FQ0610* NAVD 88     -      2451.31   (+/-2cm)    8042.3    (feet)  VERTCON   
 FQ0610  ___________________________________________________________________
 FQ0610  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 FQ0610  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 FQ0610  HORZ ORDER  -  SECOND
 FQ0610  VERT ORDER  -  THIRD ? (See Below)
 FQ0610
 FQ0610.The horizontal coordinates were established by classical geodetic methods
 FQ0610.and adjusted by the National Geodetic Survey in August 1993.
 FQ0610
 FQ0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0610.The vertical order pertains to the NGVD 29 superseded value.
 FQ0610
 FQ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0610
 FQ0610.The geoid height was determined by GEOID03.
 FQ0610
 FQ0610;                    North         East     Units Scale Factor Converg.
 FQ0610;SPC AZ C     -   484,208.398   251,163.865   MT  0.99991761   +0 14 26.8
 FQ0610;SPC AZ C     - 1,588,610.23    824,028.43   iFT  0.99991761   +0 14 26.8
 FQ0610;UTM  12      - 3,913,700.655   454,518.603   MT  0.99962549   -0 17 23.2
 FQ0610
 FQ0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0610!SPC AZ C     -   0.99961903  x   0.99991761  =   0.99953668
 FQ0610!UTM  12      -   0.99961903  x   0.99962549  =   0.99924467
 FQ0610
 FQ0610:                Primary Azimuth Mark                     Grid Az
 FQ0610:SPC AZ C     -  SUNSET CRATER AZ MK                      051 54 55.5
 FQ0610:UTM  12      -  SUNSET CRATER AZ MK                      052 26 45.5
 FQ0610
 FQ0610|---------------------------------------------------------------------|
 FQ0610| PID    Reference Object                     Distance      Geod. Az  |
 FQ0610|                                                           dddmmss.s |
 FQ0610| CH3450 SUNSET CRATER AZ MK                                0520922.3 |
 FQ0610| FQ0760 SUNSET CRATER RM 1                   13.546 METERS 10052     |
 FQ0610| FQ0604 LOS ANGELES ALBUQ AWY BCN 43 A      APPROX.31.7 KM 1393716.9 |
 FQ0610| FQ0606 LOS ANGELES ALBUQ AWY BCN 42        APPROX.23.8 KM 1732007.5 |
 FQ0610| FQ0634 ELDEN MOUNTAIN LOOKOUT TOWER        APPROX.16.4 KM 2123321.8 |
 FQ0610| CH3452 SUNSET CRATER RM 3                    3.499 METERS 24037     |
 FQ0610| CH3451 SUNSET CRATER RM 2                    9.269 METERS 24628     |
 FQ0610| FQ0264 P 5 RESET                           APPROX. 5.5 KM 2763840.2 |
 FQ0610|---------------------------------------------------------------------|
 FQ0610
 FQ0610                          SUPERSEDED SURVEY CONTROL
 FQ0610
 FQ0610  NAD 83(1986)-  35 21 56.08142(N)    111 30 02.34641(W) AD(       ) 2
 FQ0610  NAD 27      -  35 21 56.05453(N)    111 29 59.78005(W) AD(       ) 2
 FQ0610  NGVD 29 (07/19/86) 2450.29   (m)         8039.0    (f) LEVELING    3  
 FQ0610
 FQ0610.Superseded values are not recommended for survey control.
 FQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0610.See file dsdata.txt to determine how the superseded data were derived.
 FQ0610
 FQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5451913701(NAD 83)
 FQ0610_MARKER: DS = TRIANGULATION STATION DISK
 FQ0610_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0610
 FQ0610  HISTORY     - Date     Condition        Report By
 FQ0610  HISTORY     - 1936     MONUMENTED       CGS
 FQ0610  HISTORY     - 1959     GOOD             CGS
 FQ0610  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FQ0610
 FQ0610                          STATION DESCRIPTION
 FQ0610
 FQ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0610'STATION IS ABOUT 15 MILES AIRLINE NORTHEAST OF FLAGSTAFF ON THE
 FQ0610'HIGHEST POINT OF THE NORTHEAST RIM OF SUNSET CRATER, WHICH IS
 FQ0610'A NATIONAL MONUMENT.  THE MARK IS SET IN ROCK OUTCROP.
 FQ0610'THERE IS NO UNDERGROUND MARK.
 FQ0610'
 FQ0610'REFERENCE MARK NO. 1 IS EAST OF THE STATION IN ROCK OUTCROP.
 FQ0610'
 FQ0610'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION IN ROCK
 FQ0610'OUTCROP.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 FQ0610'IS 71.68 FEET.
 FQ0610'
 FQ0610'THE AZIMUTH MARK IS NORTHEAST OF THE STATION IN ANGLE FORMED
 FQ0610'BY Y-INTERSECTION OF ROADS, 30 FEET EAST OF SIGN POST WITH
 FQ0610'SIGNS HEISEN SPRINGS, WUPATKI RUINS, OLEARY BASIN, DEADMAN
 FQ0610'FLAT.  THE MARK PROJECTS 4 INCHES.
 FQ0610'
 FQ0610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FQ0610'89, AT TOWNSEND CAMP, 6.0 MILES EAST OF FLAGSTAFF, GO
 FQ0610'NORTHEASTERLY ON HIGHWAY 89 FOR 6.0 MILES TO GRADED ROAD 1/3
 FQ0610'RIGHT AT SUNSET CRATER SIGN.  GO 0.3 MILE ON SUNSET CRATER ROAD
 FQ0610'TO FORKS, TAKE RIGHT FORK FOR 2.1 MILES TO FORKS, TAKE RIGHT
 FQ0610'FORK 1.5 MILES TO BASE OF SUNSET CRATER, TAKE LEFT FORK MARKED
 FQ0610'ONE WAY ROAD AROUND LEFT OR NORTH FOOT OF PEAK FOR 1.5 MILES TO
 FQ0610'FORKS AND SIGNS HEISEN SPRINGS, WUPATKI RUINS, OLEARY BASIN,
 FQ0610'DEADMAN FLAT.  HERE TURN SHARP RIGHT, INTO TREES AND DRIVE
 FQ0610'SOUTHWEST FOR 0.5 MILE TO BASE OF PEAK, AND END OF TRUCK
 FQ0610'TRAVEL.  FROM HERE CLIMB SOUTHWEST TO TOP OF PEAK AND STATION, A
 FQ0610'1-1/2 HOUR PACK WITH OBSERVING PARTY EQUIPMENT, POOR
 FQ0610'FOOTING.
 FQ0610'
 FQ0610'SIGNALS SHOWN FROM THE GROUND AT CINDER, GRAND FALLS, MERRIAM
 FQ0610'AZ., MERRIAM AND TUFA ARE VISIBLE FROM THE GROUND AT THIS
 FQ0610'STATION.
 FQ0610
 FQ0610                          STATION RECOVERY (1959)
 FQ0610
 FQ0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLM)
 FQ0610'THE AZIMUTH MARK, STAMPED SUNSET CRATER 1936, WAS DESTROYED IN
 FQ0610'1959.  THIS WAS REPORTED AND THE DISK RETURNED TO THE OFFICE
 FQ0610'BY MR. RUSSELL L. MAHAN, SUPERINTENDENT, WUPATKI NATIONAL
 FQ0610'MONUMENT, FLAGSTAFF, ARIZONA.
 FQ0610
 FQ0610                          STATION RECOVERY (1974)
 FQ0610
 FQ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TT)
 FQ0610'REFERENCE MARK 1 WAS THE ONLY REMAINING MARK AT THIS STATION.
 FQ0610'USING THE DISTANCE AND AZIMUTH TO THIS MARK AND 4 OLD STATIONS
 FQ0610'FOR REFERENCE THE STATION WAS REMONUMENTED ON THE ORIGINAL
 FQ0610'POSITION, REFERENCE MARK 3 WAS ESTABLISHED AND P-5 RESET USED
 FQ0610'FOR A NEW AZIMUTH MARK.
 FQ0610'
 FQ0610'THE STATION MARK IS A STANDARD DISK STAMPED, SUNSET CRATER 1936
 FQ0610'1974, IS EPOXIED INTO A LARGE BOULDER WHICH WAS BURIED ABOUT
 FQ0610'4 INCHES BELOW THE GROUND SURFACE.
 FQ0610'
 FQ0610'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUNSET CRATER NO
 FQ0610'1 1936.  IT IS SET IN A DRILLHOLE ON TOP OF A PROMINENT OUTCROP.
 FQ0610'
 FQ0610'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SUNSET CRATER NO
 FQ0610'3 1936 1974.  IT IS EPOXIED INTO A DRILLHOLE IN AN OUTCROP
 FQ0610'WHICH IS ABOUT 2-1/2 FEET HIGHER THAN THE STATION.
 FQ0610'
 FQ0610'P-5 RESET 1954, IS A USC AND GS BENCHMARK SET IN TOP OF A
 FQ0610'CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 FQ0610'
 FQ0610'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET AND
 FQ0610'U.S. HIGHWAYS 66 AND 89 IN EAST FLAGSTAFF GO EAST AND NORTH
 FQ0610'ALONG U.S. 89 FOR 13.9 MILES TO THE ENTRANCE OF SUNSET CRATER
 FQ0610'NATIONAL MONUMENT.  TURN RIGHT ALONG THE MAIN ROAD FOR 0.9
 FQ0610'MILE TO THE AZIMUTH MARK ON THE RIGHT ABOUT 100 FEET SOUTH OF
 FQ0610'THE INTERSECTION OF A GRADED ROAD.  CONTINUE AHEAD ON THE PAVED
 FQ0610'ROAD FOR 2.1 MILES TO THE VISITOR CENTER AND CAMPGROUN
 FQ0610'OBTAIN PERMISSION TO CLIMB SUNSET CRATER FROM THE PARK RANGER
 FQ0610'AND THE ROUTE HE WISHES YOU TO USE.
 FQ0610'
 FQ0610'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0610'
 FQ0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 FQ0610'NORTHEAST OF FLAGSTAFF
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0760 ***********************************************************************
 FQ0760  DESIGNATION -  SUNSET CRATER RM 1
 FQ0760  PID         -  FQ0760
 FQ0760  STATE/COUNTY-  AZ/COCONINO
 FQ0760  USGS QUAD   -  SUNSET CRATER EAST (1969)
 FQ0760
 FQ0760                         *CURRENT SURVEY CONTROL
 FQ0760  ___________________________________________________________________
 FQ0760* NAD 83(1992)-  35 21 56.00259(N)    111 30 01.82028(W)     ADJUSTED  
 FQ0760* NAVD 88     -      2451.2    (meters)    8042.     (feet)  VERTCON   
 FQ0760  ___________________________________________________________________
 FQ0760  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 FQ0760  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 FQ0760  HORZ ORDER  -  THIRD
 FQ0760
 FQ0760.The horizontal coordinates were established by classical geodetic methods
 FQ0760.and adjusted by the National Geodetic Survey in August 1993.
 FQ0760
 FQ0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0760
 FQ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0760
 FQ0760.The geoid height was determined by GEOID03.
 FQ0760
 FQ0760;                    North         East     Units Scale Factor Converg.
 FQ0760;SPC AZ C     -   484,205.901   251,177.177   MT  0.99991762   +0 14 27.1
 FQ0760;SPC AZ C     - 1,588,602.04    824,072.10   iFT  0.99991762   +0 14 27.1
 FQ0760;UTM  12      - 3,913,698.036   454,531.889   MT  0.99962548   -0 17 22.9
 FQ0760
 FQ0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0760!SPC AZ C     -   0.99961905  x   0.99991762  =   0.99953670
 FQ0760!UTM  12      -   0.99961905  x   0.99962548  =   0.99924467
 FQ0760
 FQ0760:                Primary Azimuth Mark                     Grid Az
 FQ0760:SPC AZ C     -  CINDER                                   346 27 49.4
 FQ0760:UTM  12      -  CINDER                                   346 59 39.4
 FQ0760
 FQ0760|---------------------------------------------------------------------|
 FQ0760| PID    Reference Object                     Distance      Geod. Az  |
 FQ0760|                                                           dddmmss.s |
 FQ0760| FQ0700 CINDER                              APPROX.17.9 KM 3464216.5 |
 FQ0760|---------------------------------------------------------------------|
 FQ0760
 FQ0760                          SUPERSEDED SURVEY CONTROL
 FQ0760
 FQ0760  NAD 83(1986)-  35 21 55.99761(N)    111 30 01.81612(W) AD(       ) 3
 FQ0760  NGVD 29 (05/08/89) 2450.2    (m)         8039.     (f) VERT ANG    3  
 FQ0760
 FQ0760.Superseded values are not recommended for survey control.
 FQ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0760.See file dsdata.txt to determine how the superseded data were derived.
 FQ0760
 FQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5453213698(NAD 83)
 FQ0760_MARKER: DR = REFERENCE MARK DISK
 FQ0760_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0760
 FQ0760  HISTORY     - Date     Condition        Report By
 FQ0760  HISTORY     - 1936     MONUMENTED       CGS
 FQ0760  HISTORY     - 1965     GOOD             USGS
 FQ0760  HISTORY     - 1969     GOOD             USGS
 FQ0760
 FQ0760                          STATION DESCRIPTION
 FQ0760
 FQ0760'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0760'TO REACH FROM POST OFFICE IN FLAGSTAFF, GO E. ON U.S. HWY. 66
 FQ0760'THEN N. ON U.S. HWY. 89 FOR A TOTAL OF 16.3 MI TO SUNSET CRATER
 FQ0760'RD.  CONTINUE E. ON SUNSET CRATER RD. 2.5 MI TO BASE OF CRATER.
 FQ0760'FOLLOW FOOT TRAIL TO NORTH RIM OF CRATER AND STATION.  A 1-HOUR
 FQ0760'PACK.
 FQ0760'
 FQ0760'POSITION COMPUTED FROM NGS TIE BETWEEN SUNSET CRATER AND SUNSET
 FQ0760'CRATER RM 1 USING NGS VALUES FOR SUNSET CRATER.
 FQ0760
 FQ0760                          STATION RECOVERY (1969)
 FQ0760
 FQ0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0760'RECOVERED AS DESCRIBED BY NGS AND USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1760 ***********************************************************************
 CZ1760  DESIGNATION -  SUNSET EAST BASE
 CZ1760  PID         -  CZ1760
 CZ1760  STATE/COUNTY-  AZ/GRAHAM
 CZ1760  USGS QUAD   -  SIERRA BONITA RANCH (1972)
 CZ1760
 CZ1760                         *CURRENT SURVEY CONTROL
 CZ1760  ___________________________________________________________________
 CZ1760* NAD 83(1992)-  32 33 27.48824(N)    110 06 39.34892(W)     ADJUSTED  
 CZ1760* NAVD 88     -      1372.37   (+/-2cm)    4502.5    (feet)  VERTCON   
 CZ1760  ___________________________________________________________________
 CZ1760  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CZ1760  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CZ1760  HORZ ORDER  -  FIRST
 CZ1760  VERT ORDER  -  THIRD ? (See Below)
 CZ1760
 CZ1760.The horizontal coordinates were established by classical geodetic methods
 CZ1760.and adjusted by the National Geodetic Survey in August 1993.
 CZ1760
 CZ1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1760.The vertical order pertains to the NGVD 29 superseded value.
 CZ1760
 CZ1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1760
 CZ1760.The geoid height was determined by GEOID03.
 CZ1760
 CZ1760;                    North         East     Units Scale Factor Converg.
 CZ1760;SPC AZ E     -   172,699.374   218,594.061   MT  0.99990034   +0 01 48.0
 CZ1760;SPC AZ E     -   566,599.00    717,172.12   iFT  0.99990034   +0 01 48.0
 CZ1760;UTM  12      - 3,602,596.636   583,466.585   MT  0.99968591   +0 28 42.5
 CZ1760
 CZ1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1760!SPC AZ E     -   0.99978880  x   0.99990034  =   0.99968916
 CZ1760!UTM  12      -   0.99978880  x   0.99968591  =   0.99947477
 CZ1760
 CZ1760|---------------------------------------------------------------------|
 CZ1760| PID    Reference Object                     Distance      Geod. Az  |
 CZ1760|                                                           dddmmss.s |
 CZ1760| CC8328 SUNSET EAST BASE RM 3                15.723 METERS 04700     |
 CZ1760| CC8326 SUNSET EAST BASE RM 1                28.253 METERS 20148     |
 CZ1760| CC8325 SUNSET EAST BASE AZ MK                             2714410.8 |
 CZ1760| CC8327 SUNSET EAST BASE RM 2                37.344 METERS 30744     |
 CZ1760|---------------------------------------------------------------------|
 CZ1760
 CZ1760                          SUPERSEDED SURVEY CONTROL
 CZ1760
 CZ1760  NAD 83(1986)-  32 33 27.48510(N)    110 06 39.34776(W) AD(       ) 1
 CZ1760  NAD 27      -  32 33 27.22900(N)    110 06 37.05900(W) AD(       ) 1
 CZ1760  NGVD 29 (07/19/86) 1371.61   (m)         4500.0    (f) LEVELING    3  
 CZ1760
 CZ1760.Superseded values are not recommended for survey control.
 CZ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1760.See file dsdata.txt to determine how the superseded data were derived.
 CZ1760
 CZ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8346702597(NAD 83)
 CZ1760_MARKER: DS = TRIANGULATION STATION DISK
 CZ1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1760
 CZ1760  HISTORY     - Date     Condition        Report By
 CZ1760  HISTORY     - 1945     MONUMENTED       CGS
 CZ1760  HISTORY     - 1946     GOOD             CGS
 CZ1760  HISTORY     - 1947     GOOD             CGS
 CZ1760  HISTORY     - 1972     GOOD             AZHD
 CZ1760  HISTORY     - 1973     GOOD             NGS
 CZ1760
 CZ1760                          STATION DESCRIPTION
 CZ1760
 CZ1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CZ1760'STATION IS LOCATED ABOUT 8.5 MILES W OF BONITA, NEAR THE
 CZ1760'REMAINS OF THE OLD SUNSET SCHOOL, ON THE S SIDE OF A GRADED ROAD,
 CZ1760'AND 51 FEET NE OF A CATTLE GUARD.
 CZ1760'
 CZ1760'TO REACH FROM THE GENERAL STORE IN BONITA, GO S ON GRADED
 CZ1760'ROAD TOWARD WILLCOX FOR 0.3 MILE TO FORKS AT SCHOOLHOUSE.
 CZ1760'TAKE LEFT FORK AND FOLLOW MAIN GRADED ROAD W FOR 7.45 MILES
 CZ1760'TO CROSS ROAD, THENCE CONTINUE STRAIGHT AHEAD FOR 1.0 MILE
 CZ1760'TO CATTLE GUARD AND STATION ON LEFT JUST AFTER CROSSING
 CZ1760'GUARD.
 CZ1760'
 CZ1760'STATION MARK IS 41.5 FEET S OF THE CENTER LINE OF ROAD AND
 CZ1760'40.5 FEET W OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS A
 CZ1760'BRONZE STATION DISK, STAMPED SUNSET EAST BASE 1945, AND SET
 CZ1760'IN A SQUARE-TOPPED CONCRETE POST PROJECTING 4 INCHES ABOVE
 CZ1760'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 CZ1760'IN CONCRETE.
 CZ1760'
 CZ1760'REFERENCE MARK 1 IS SSW OF THE STATION.  IT IS A BRONZE REFERENCE
 CZ1760'DISK, STAMPED SUNSET EAST BASE NO 1 1945, AND SET IN A
 CZ1760'SQUARE-TOPPED CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 CZ1760'GROUND.
 CZ1760'
 CZ1760'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 CZ1760'DISK, STAMPED SUNSET EAST BASE NO 2 1945, AND SET IN A SQUARE-TOPPED
 CZ1760'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 CZ1760'
 CZ1760'AZIMUTH MARK IS 0.55 MILE W OF THE STATION AND ABOUT 30
 CZ1760'FEET N OF THE CENTER LINE OF THE ROAD.  IT IS A BRONZE AZIMUTH
 CZ1760'DISK SET IN A SQUARE-TOPPED CONCRETE POST PROJECTING 6 INCHES
 CZ1760'ABOVE THE GROUND AND STAMPED SUNSET EAST BASE 1945.
 CZ1760'
 CZ1760'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CZ1760
 CZ1760                          STATION RECOVERY (1946)
 CZ1760
 CZ1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1760'THE 1945 PUBLISHED DESCRIPTION FOR THIS STATION IS ADEQUATE
 CZ1760'WITH THE FOLLOWING CORRECTIONS.
 CZ1760'
 CZ1760'TO REACH THE STATION FROM BONITA, TURN RIGHT INSTEAD OF LEFT
 CZ1760'AT THE FIRST FORK.  THE STATION IS SW INSTEAD OF NE OF THE
 CZ1760'CATTLE GUARD AND THE WITNESS POST MENTIONED IS LOCATED IN THE
 CZ1760'N-S FENCE LINE THROUGH WHICH THE CATTLE GUARD PASSES.
 CZ1760'
 CZ1760'REFERENCE MARK 1 IS STAMPED SUNSET EAST BASE NO 1 1945 AND
 CZ1760'IS 70.6 FEET W OF THE SAME N-S FENCE LINE.  IT IS AT ABOUT
 CZ1760'THE SAME LEVEL AS THE STATION.
 CZ1760'
 CZ1760'REFERENCE MARK 2 IS ABOUT 1 FOOT HIGHER THAN THE STATION AND
 CZ1760'38 FEET N OF THE CENTER OF THE E-W ROAD PAST THE STATION.
 CZ1760'
 CZ1760'THE AZIMUTH MARK IS 48 FEET N OF THE CENTER OF THE ROAD AND
 CZ1760'5.0 FEET E OF A 4- BY 4-INCH WHITE WITNESS POST.
 CZ1760'
 CZ1760'ALL MARKS RECOVERED IN GOOD CONDITION.  THE SLIGHT DISCREPANCIES
 CZ1760'BETWEEN THE MEASURED AND THE PUBLISHED DISTANCES TO THE
 CZ1760'REFERENCE MARKS HAVE BEEN NOTED.
 CZ1760
 CZ1760                          STATION RECOVERY (1947)
 CZ1760
 CZ1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 CZ1760'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ1760
 CZ1760                          STATION RECOVERY (1972)
 CZ1760
 CZ1760'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1760'REFERENCE MARKS-R.M. 1 IN AND GOOD 2 HAS BEEN HIT - CAP AND
 CZ1760'TOP OF POST AT 45 DEG ANGLE.
 CZ1760'
 CZ1760'AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME.
 CZ1760
 CZ1760                          STATION RECOVERY (1973)
 CZ1760
 CZ1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CH)
 CZ1760'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 CZ1760'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 CZ1760'2 WAS FOUND DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED
 CZ1760'AT THIS TIME.  THE 1946 RECOVERY NOTE WAS FOUND CORRECT
 CZ1760'AND ADEQUATE.
 CZ1760'
 CZ1760'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SUNSET EAST
 CZ1760'BASE 1945 NO 3 1973.  IT IS SET IN A DRILL HOLE IN THE SOUTHWEST
 CZ1760'CORNER OF A CONCRETE HEADWALL FOR A CATTLE GUARD, 12 FEET
 CZ1760'SOUTH OF THE CENTER OF GRADED ROAD.
 CZ1760'
 CZ1760'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1760'
 CZ1760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 CZ1760'WEST OF BONITA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1761 ***********************************************************************
 CZ1761  DESIGNATION -  SUNSET WEST BASE
 CZ1761  PID         -  CZ1761
 CZ1761  STATE/COUNTY-  AZ/GRAHAM
 CZ1761  USGS QUAD   -  HARRISON CANYON (1972)
 CZ1761
 CZ1761                         *CURRENT SURVEY CONTROL
 CZ1761  ___________________________________________________________________
 CZ1761* NAD 83(1992)-  32 33 26.46082(N)    110 12 34.98734(W)     ADJUSTED  
 CZ1761* NAVD 88     -      1473.57   (+/-2cm)    4834.5    (feet)  VERTCON   
 CZ1761  ___________________________________________________________________
 CZ1761  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CZ1761  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CZ1761  HORZ ORDER  -  FIRST
 CZ1761  VERT ORDER  -  THIRD ? (See Below)
 CZ1761
 CZ1761.The horizontal coordinates were established by classical geodetic methods
 CZ1761.and adjusted by the National Geodetic Survey in August 1993.
 CZ1761
 CZ1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1761.The vertical order pertains to the NGVD 29 superseded value.
 CZ1761
 CZ1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1761
 CZ1761.The geoid height was determined by GEOID03.
 CZ1761
 CZ1761;                    North         East     Units Scale Factor Converg.
 CZ1761;SPC AZ E     -   172,667.175   209,317.083   MT  0.99990020   -0 01 23.4
 CZ1761;SPC AZ E     -   566,493.36    686,735.84   iFT  0.99990020   -0 01 23.4
 CZ1761;UTM  12      - 3,602,491.847   574,192.215   MT  0.99966787   +0 25 31.1
 CZ1761
 CZ1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1761!SPC AZ E     -   0.99977293  x   0.99990020  =   0.99967316
 CZ1761!UTM  12      -   0.99977293  x   0.99966787  =   0.99944088
 CZ1761
 CZ1761|---------------------------------------------------------------------|
 CZ1761| PID    Reference Object                     Distance      Geod. Az  |
 CZ1761|                                                           dddmmss.s |
 CZ1761| CC8330 SUNSET WEST BASE RM 1                15.748 METERS 07921     |
 CZ1761| CC8329 H 54 4856                                          2250115.1 |
 CZ1761| CC8331 SUNSET WEST BASE RM 2                16.605 METERS 34338     |
 CZ1761|---------------------------------------------------------------------|
 CZ1761
 CZ1761                          SUPERSEDED SURVEY CONTROL
 CZ1761
 CZ1761  NAD 83(1986)-  32 33 26.45787(N)    110 12 34.98637(W) AD(       ) 1
 CZ1761  NAD 27      -  32 33 26.20500(N)    110 12 32.68800(W) AD(       ) 1
 CZ1761  NGVD 29 (07/19/86) 1472.76   (m)         4831.9    (f) LEVELING    3  
 CZ1761
 CZ1761.Superseded values are not recommended for survey control.
 CZ1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1761.See file dsdata.txt to determine how the superseded data were derived.
 CZ1761
 CZ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7419202492(NAD 83)
 CZ1761_MARKER: DS = TRIANGULATION STATION DISK
 CZ1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1761
 CZ1761  HISTORY     - Date     Condition        Report By
 CZ1761  HISTORY     - 1945     MONUMENTED       CGS
 CZ1761  HISTORY     - 1946     GOOD             CGS
 CZ1761  HISTORY     - 1947     GOOD             CGS
 CZ1761
 CZ1761                          STATION DESCRIPTION
 CZ1761
 CZ1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CZ1761'STATION IS LOCATED ABOUT 14 MILES W OF BONITA, S OF A GRADED
 CZ1761'ROAD, AND ON THE PROPERTY OF MR. L.J. PULMER.  IT IS ABOUT
 CZ1761'0.1 MILE E OF A DIRT TANK.
 CZ1761'
 CZ1761'TO REACH FROM THE GENERAL STORE IN BONITA, GO S ON GRADED
 CZ1761'ROAD TOWARD WILLCOX FOR 0.3 MILE TO FORKS AT SCHOOLHOUSE,
 CZ1761'TAKE RIGHT FORK AND GO W FOR 7.45 MILES TO CROSS ROAD, GO
 CZ1761'5.9 MILES TO CATTLE GUARD AND FORK.  KEEP STRAIGHT AHEAD FOR
 CZ1761'0.8 MILE TO STATION ON LEFT, ABOUT 0.1 MILE BEFORE REACHING
 CZ1761'DIRT TANK.
 CZ1761'
 CZ1761'STATION IS 25 METERS S OF THE CENTER LINE OF A GRADED ROAD.
 CZ1761'A BRONZE STATION DISK SET IN A SQUARE-TOPPED CONCRETE POST
 CZ1761'PROJCTING 6 INCHES ABOVE THE GROUND AND STAMPED SUNSET
 CZ1761'WEST BASE 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK
 CZ1761'SET IN CONCRETE.
 CZ1761'
 CZ1761'REFERENCE MARK 1 IS ENE OF THE STATION.  IT IS A BRONZE
 CZ1761'REFERENCE DISK, STAMPED SUNSET WEST BASE NO 1 1945, AND SET
 CZ1761'IN A SQUARE-TOPPED CONCRETE POST PROJECTING 6 INCHES ABOVE
 CZ1761'THE GROUND.
 CZ1761'
 CZ1761'REFERENCE MARK 2 IS NNW OF THE STATION.  IT IS A BRONZE REFERENCE
 CZ1761'DISK SET IN A SQUARE-TOPPED CONCRETE POST PROJECTING 6 INCHES
 CZ1761'ABOVE THE GROUND AND IS STAMPED SUNSET WEST BASE NO 2 1945.
 CZ1761'
 CZ1761'AZIMUTH MARK IS 0.3 MILE SW OF THE STATION AND 1 FOOT W OF
 CZ1761'A N-S FENCE LINE NEAR A SMALL CLUMP OF TREES.  A U.S. GEOLOGICAL
 CZ1761'SURVEY BENCH MARK SET IN A SQUARE CONCRETE POST PROJECTING
 CZ1761'7 INCHES ABOVE THE GROUND, STAMPED H 54 1939 4856.
 CZ1761'
 CZ1761'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 CZ1761
 CZ1761                          STATION RECOVERY (1946)
 CZ1761
 CZ1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CZ1761'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ1761
 CZ1761                          STATION RECOVERY (1947)
 CZ1761
 CZ1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 CZ1761'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ1761'THE AZIMUTH MARK IS 45 FEET NORTH OF THE FENCE CORNER AND 1
 CZ1761'FOOT EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0594 ***********************************************************************
 FQ0594  DESIGNATION -  SUNSHINE
 FQ0594  PID         -  FQ0594
 FQ0594  STATE/COUNTY-  AZ/COCONINO
 FQ0594  USGS QUAD   -  CANYON DIABLO (1983)
 FQ0594
 FQ0594                         *CURRENT SURVEY CONTROL
 FQ0594  ___________________________________________________________________
 FQ0594* NAD 83(1992)-  35 09 23.91041(N)    111 04 00.11523(W)     ADJUSTED  
 FQ0594* NAVD 88     -      1621.     (meters)    5318.     (feet)  SCALED    
 FQ0594  ___________________________________________________________________
 FQ0594  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FQ0594  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0594  HORZ ORDER  -  SECOND
 FQ0594
 FQ0594.The horizontal coordinates were established by classical geodetic methods
 FQ0594.and adjusted by the National Geodetic Survey in August 1993.
 FQ0594
 FQ0594.The orthometric height was scaled from a topographic map.
 FQ0594
 FQ0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0594
 FQ0594.The geoid height was determined by GEOID03.
 FQ0594
 FQ0594;                    North         East     Units Scale Factor Converg.
 FQ0594;SPC AZ C     -   461,281.382   290,797.086   MT  0.99997388   +0 29 22.0
 FQ0594;SPC AZ C     - 1,513,390.36    954,058.68   iFT  0.99997388   +0 29 22.0
 FQ0594;UTM  12      - 3,890,416.303   493,925.257   MT  0.99960045   -0 02 18.3
 FQ0594
 FQ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0594!SPC AZ C     -   0.99974942  x   0.99997388  =   0.99972331
 FQ0594!UTM  12      -   0.99974942  x   0.99960045  =   0.99934997
 FQ0594
 FQ0594:                Primary Azimuth Mark                     Grid Az
 FQ0594:SPC AZ C     -  LEUPP TANK                               032 46 22.4
 FQ0594:UTM  12      -  LEUPP TANK                               033 18 02.7
 FQ0594
 FQ0594|---------------------------------------------------------------------|
 FQ0594| PID    Reference Object                     Distance      Geod. Az  |
 FQ0594|                                                           dddmmss.s |
 FQ0594| FQ0757 LEUPP TANK                          APPROX.17.0 KM 0331544.4 |
 FQ0594| CH3454 SUNSHINE RM 1                        10.348 METERS 10907     |
 FQ0594| FQ0593 T20N R12 12 1/2E SECS 1 3 CC          4.535 METERS 18526     |
 FQ0594| CH3455 SUNSHINE RM 2                        12.738 METERS 25249     |
 FQ0594| CH3453 SUNSHINE AZ MK                                     2700434.4 |
 FQ0594|---------------------------------------------------------------------|
 FQ0594
 FQ0594                          SUPERSEDED SURVEY CONTROL
 FQ0594
 FQ0594  NAD 83(1986)-  35 09 23.90342(N)    111 04 00.11623(W) AD(       ) 2
 FQ0594  NAD 27      -  35 09 23.85200(N)    111 03 57.60200(W) AD(       ) 2
 FQ0594
 FQ0594.Superseded values are not recommended for survey control.
 FQ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0594.See file dsdata.txt to determine how the superseded data were derived.
 FQ0594
 FQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9392590416(NAD 83)
 FQ0594_MARKER: DS = TRIANGULATION STATION DISK
 FQ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0594
 FQ0594  HISTORY     - Date     Condition        Report By
 FQ0594  HISTORY     - 1936     MONUMENTED       CGS
 FQ0594
 FQ0594                          STATION DESCRIPTION
 FQ0594
 FQ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0594'THE STATION IS LOCATED IN THE PLAINS COUNTRY ON THE SOUTH
 FQ0594'BOUNDARY LINE OF THE NAVAJO INDIAN RESERVATION, 3 MILES NORTH
 FQ0594'OF U.S. HIGHWAY 66, 3 MILES EAST AND 0.5 MILE NORTH OF THE CANYON
 FQ0594'DIABLO RAILROAD STATION, 2.1 MILES DUE EAST OF THE INTERSECTION
 FQ0594'OF THE RAILROAD WITH BOUNDARY FENCE, 14.88 FEET DUE NORTH OF
 FQ0594'BOUNDARY FENCE AND GENERAL LAND OFFICE PIPE (TWP. CORNER),
 FQ0594'MARKED T20N R12E R12 1/2E S4 S3 1917.  STATION MARK PROJECTS 4
 FQ0594'INCHES.
 FQ0594'
 FQ0594'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 3 FEET
 FQ0594'NORTH OF BOUNDARY FENCE.  PROJECTS 6 INCHES.
 FQ0594'
 FQ0594'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, 18 INCHES
 FQ0594'NORTH OF BOUNDARY FENCE.  PROJECTS 5 INCHES.
 FQ0594'
 FQ0594'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION AND
 FQ0594'20 FEET NORTH OF BOUNDARY FENCE.  IT PROJECTS 5 INCHES.
 FQ0594'
 FQ0594'TO REACH FROM FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 FOR 35.2
 FQ0594'MILES TO BRIDGE ACROSS CANYON DIABLO.  CONTINUE ON HIGHWAY
 FQ0594'66 FOR 100 YARDS, TURN LEFT ON GRADED ROAD MARKED LEUPP-15
 FQ0594'MILES AND GO 3.4 MILES TO MAIN LINE OF ATCHISON, TOPEKA AND
 FQ0594'SANTA FE RAILWAY.  CONTINUE 50 FEET, THEN LEAVE ROAD AND DRIVE
 FQ0594'SOUTHEASTERLY ALONG RIGHT-OF-WAY FENCE AND RAILROAD FOR 0.6
 FQ0594'MILE TO THE INTERSECTION OF NAVAJO INDIAN RESERVATION SOUTH
 FQ0594'BOUNDARY EAST-WEST FENCE AND THE RAILROAD.  TURN 1/2 LEFT AND
 FQ0594'DRIVE ACROSS COUNTRY DUE EAST ALONG NORTH SIDE OF FENCE FOR
 FQ0594'2.1 MILES TO GENERAL LAND OFFICE MARK IN FENCE LINE AND
 FQ0594'STATION.
 FQ0594'
 FQ0594'LIGHTS SHOWN FROM THE GROUND AT STATIONS SUNSET-1920, WOODLAND
 FQ0594'AND MERRIAM, AND FROM A 64-FOOT TOWER AT MARSHALL WERE VISIBLE
 FQ0594'FROM THE GROUND AT THIS STATION.
 FQ0594'
 FQ0594'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN
 FQ0594'CONCRETE POSTS.
 FQ0594'
 FQ0594'HEIGHT OF LIGHT ABOVE STATION MARK - 10 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0596 ***********************************************************************
 FQ0596  DESIGNATION -  SUNSHINE ATT MICROWAVE TOWER
 FQ0596  PID         -  FQ0596
 FQ0596  STATE/COUNTY-  AZ/COCONINO
 FQ0596  USGS QUAD   -  METEOR CRATER (1983)
 FQ0596
 FQ0596                         *CURRENT SURVEY CONTROL
 FQ0596  ___________________________________________________________________
 FQ0596* NAD 83(1992)-  35 06 56.91251(N)    111 02 04.96242(W)     ADJUSTED  
 FQ0596* NAVD 88     -              **(meters)            **(feet)            
 FQ0596  ___________________________________________________________________
 FQ0596  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FQ0596  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 FQ0596  HORZ ORDER  -  THIRD
 FQ0596
 FQ0596.The horizontal coordinates were established by classical geodetic methods
 FQ0596.and adjusted by the National Geodetic Survey in August 1993.
 FQ0596
 FQ0596
 FQ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0596
 FQ0596.The geoid height was determined by GEOID03.
 FQ0596
 FQ0596;                    North         East     Units Scale Factor Converg.
 FQ0596;SPC AZ C     -   456,776.906   293,751.490   MT  0.99997962   +0 30 26.5
 FQ0596;SPC AZ C     - 1,498,611.90    963,751.61   iFT  0.99997962   +0 30 26.5
 FQ0596;UTM  12      - 3,885,886.520   496,836.962   MT  0.99960012   -0 01 11.9
 FQ0596
 FQ0596                          SUPERSEDED SURVEY CONTROL
 FQ0596
 FQ0596  NAD 83(1986)-  35 06 56.90647(N)    111 02 04.96475(W) AD(       ) 4
 FQ0596  NAD 27      -  35 06 56.92700(N)    111 02 02.41400(W) AD(       ) 3
 FQ0596
 FQ0596.Superseded values are not recommended for survey control.
 FQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0596.See file dsdata.txt to determine how the superseded data were derived.
 FQ0596
 FQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9683785887(NAD 83)
 FQ0596_MARKER: 45 = MICROWAVE TOWER
 FQ0596
 FQ0596  HISTORY     - Date     Condition        Report By
 FQ0596  HISTORY     - 1958     FIRST OBSERVED   CGS
 FQ0596
 FQ0596                          STATION DESCRIPTION
 FQ0596
 FQ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0596'THE STATION IS THE CENTER OF THE TOP OF THE MICRO-WAVE TOWER.
 FQ0596'THE TOWER IS A 4-LEGGED STEEL STRUCTURE THAT IS ABOUT 130
 FQ0596'FEET IN HEIGHT.
 FQ0596'
 FQ0596'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO
 FQ0596'WEST ON U.S. HIGHWAY 66 FOR 19.0 MILES TO A T-ROAD RIGHT,
 FQ0596'THAT IS JUST WEST OF RIMMY JIMS STORE AND SERVICE STATION,
 FQ0596'TURN RIGHT, NORTH, GO 0.2 MILE TO A FORK, TAKE THE LEFT FORK
 FQ0596'AND GO 0.25 MILE TO THE END OF THE ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0137 ***********************************************************************
 FR0137  DESIGNATION -  SUPAI
 FR0137  PID         -  FR0137
 FR0137  STATE/COUNTY-  AZ/COCONINO
 FR0137  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0137
 FR0137                         *CURRENT SURVEY CONTROL
 FR0137  ___________________________________________________________________
 FR0137* NAD 83(1992)-  35 13 39.34366(N)    112 14 24.67570(W)     ADJUSTED  
 FR0137* NAVD 88     -      2173.619  (meters)    7131.28   (feet)  ADJUSTED  
 FR0137  ___________________________________________________________________
 FR0137  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 FR0137  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FR0137  DYNAMIC HT  -        2170.546 (meters)    7121.20  (feet)  COMP
 FR0137  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 FR0137
 FR0137  HORZ ORDER  -  SECOND
 FR0137  VERT ORDER  -  SECOND    CLASS 0
 FR0137
 FR0137.The horizontal coordinates were established by classical geodetic methods
 FR0137.and adjusted by the National Geodetic Survey in August 1993.
 FR0137
 FR0137.The orthometric height was determined by differential leveling
 FR0137.and adjusted in June 1991.
 FR0137
 FR0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0137
 FR0137.The geoid height was determined by GEOID03.
 FR0137
 FR0137.The dynamic height is computed by dividing the NAVD 88
 FR0137.geopotential number by the normal gravity value computed on the
 FR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0137.degrees latitude (g = 980.6199 gals.).
 FR0137
 FR0137.The modeled gravity was interpolated from observed gravity values.
 FR0137
 FR0137;                    North         East     Units Scale Factor Converg.
 FR0137;SPC AZ C     -   468,869.696   183,911.259   MT  0.99991068   -0 11 11.8
 FR0137;SPC AZ C     - 1,538,286.40    603,383.40   iFT  0.99991068   -0 11 11.8
 FR0137;UTM  12      - 3,898,987.625   387,142.096   MT  0.99975697   -0 42 55.6
 FR0137
 FR0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0137!SPC AZ C     -   0.99966269  x   0.99991068  =   0.99957340
 FR0137!UTM  12      -   0.99966269  x   0.99975697  =   0.99941975
 FR0137
 FR0137|---------------------------------------------------------------------|
 FR0137| PID    Reference Object                     Distance      Geod. Az  |
 FR0137|                                                           dddmmss.s |
 FR0137| CH3456 SUPAI RM 1                            6.206 METERS 10700     |
 FR0137| FR0684 SUPAI RM 2                            5.427 METERS 23913     |
 FR0137| FR0135 MCCLELLAN                           APPROX. 3.0 KM 2585303.2 |
 FR0137|---------------------------------------------------------------------|
 FR0137
 FR0137                          SUPERSEDED SURVEY CONTROL
 FR0137
 FR0137  NAD 83(1986)-  35 13 39.34147(N)    112 14 24.67203(W) AD(       ) 2
 FR0137  NAD 27      -  35 13 39.30160(N)    112 14 22.05720(W) AD(       ) 2
 FR0137  NGVD 29 (??/??/92) 2172.623  (m)         7128.01   (f) ADJ UNCH    2 0
 FR0137
 FR0137.Superseded values are not recommended for survey control.
 FR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0137.See file dsdata.txt to determine how the superseded data were derived.
 FR0137
 FR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8714298988(NAD 83)
 FR0137_MARKER: DS = TRIANGULATION STATION DISK
 FR0137_SETTING: 80 = SET IN A BOULDER
 FR0137_SP_SET: BOULDER
 FR0137_STAMPING: SUPAI 1958
 FR0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0137+STABILITY: SURFACE MOTION
 FR0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0137+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 FR0137
 FR0137  HISTORY     - Date     Condition        Report By
 FR0137  HISTORY     - 1958     MONUMENTED       CGS
 FR0137  HISTORY     - 1958     GOOD             CGS
 FR0137  HISTORY     - 1971     GOOD             AZHD
 FR0137  HISTORY     - 20000715 GOOD             AZDT
 FR0137  HISTORY     - 20011127 GOOD             INDIV
 FR0137
 FR0137                          STATION DESCRIPTION
 FR0137
 FR0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0137'THE STATION IS ON THE SUMMIT OF A WOODED HILL ABOUT 3.5 MILES
 FR0137'SOUTHWEST OF WILLIAMS, 0.5 MILE SOUTH OF THE SANTA FE RAILROAD
 FR0137'SECTION BUILDINGS AT SUPAI AND 0.3 MILE NORTH OF U.S. HIGHWAY
 FR0137'66 AND 89.
 FR0137'
 FR0137'TO REACH THE STATION FROM THE ARIZONA HIGHWAY DEPARTMENT WEIGH
 FR0137'STATION AT THE WEST END OF THE DIVIDED HIGHWAY IN WILLIAMS, GO
 FR0137'WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 2.8 MILES TO A SIDE ROAD
 FR0137'ON THE RIGHT, AT THE WEST END OF A CABLE GUARD FENCE AND A SIGN
 FR0137'1 SIGNAL HILL.  TURN SHARP RIGHT AND FOLLOW THE DIRT ROAD FOR
 FR0137'0.15 MILE TO A FENCE CORNER ON THE LEFT, TURN LEFT AROUND A
 FR0137'GROUP OF TREES TO A GATE THROUGH THE FENCE THAT IS 100 FEET
 FR0137'WEST OF THE FENCE CORNER.  GO THROUGH THE LOCKED GATE AND
 FR0137'FOLLOW THE TRACK ROAD SOUTHERLY ALONG THE FENCE FOR 0.1 MILE,
 FR0137'TURN RIGHT UP A WASH AND FOLLOW THE TRACK ROAD FOR 0.2 MILE
 FR0137'TO A DIM FORK, TAKE THE RIGHT FORK AND GO 0.1 MILE TO THE
 FR0137'END OF TRUCK TRAVEL.  PACK FOR ABOUT 5 MINUTES TO THE TOP OF
 FR0137'THE HILL AND THE STATION.
 FR0137'
 FR0137'THE STATION MARK IS A STANDARD DISK STAMPED SUPAI 1958, CEMENTED
 FR0137'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2.5 FEET AND IS 5
 FR0137'FEET EAST OF A WITNESS POST.
 FR0137'
 FR0137'R.M. 1 IS A STANDARD DISK STAMPED SUPAI NO 1 1958, SET IN A
 FR0137'DRILL HOLE IN A BOULDER THAT PROJECTS 5 FEET.  IT IS ABOUT
 FR0137'2 FEET HIGHER THAN THE STATION MARK AND IS 25 FEET EAST OF THE
 FR0137'WITNESS POST.
 FR0137'
 FR0137'R.M. 2 IS A STANDARD DISK STAMPED SUPAI NO 2 1958, SET IN A
 FR0137'DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET AND IS ABOUT 1
 FR0137'FOOT LOWER THAN THE STATION MARK.  IT IS 14 FEET SOUTH OF THE
 FR0137'WITNESS POST.
 FR0137
 FR0137                          STATION RECOVERY (1958)
 FR0137
 FR0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0137'3.0 MI SW FROM WILLIAMS.
 FR0137'3.4 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0137'IN WILLIAMS, THENCE 0.15 MILE NORTH ON A DIRT ROAD TO A FENCE CORNER,
 FR0137'THENCE WEST AROUND A GROUP OF TREES TO A GATE THROUGH THE FENCE,
 FR0137'THENCE THROUGH THE FENCE GATE AND FOLLOW THE TRACK ROAD SOUTHERLY
 FR0137'ALONG THE FENCE FOR 0.1 MILE, THENCE WEST UP A WASH AND FOLLOW THE
 FR0137'TRACK ROAD FOR 0.2 MILE TO A DIM FORK, THENCE TAKE THE RIGHT FORK AND
 FR0137'GO 0.1 MILE TO THE END OF TRUCK TRAVEL, PACK FOR ABOUT FIVE MINUTES TO
 FR0137'THE TOP OF THE HILL AND THE MARK.  IT IS 5 FEET EAST OF A WITNESS POST
 FR0137'AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
 FR0137
 FR0137                          STATION RECOVERY (1971)
 FR0137
 FR0137'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0137'GENERAL LOCATION THE STATION, AND THE REFERENCE MARKS WERE
 FR0137'RECOVERED AS DESCRIBED BY THE USC AND GS IN 1958.  THE DESCRIPTION
 FR0137'IS ADEQUATE.
 FR0137
 FR0137                          STATION RECOVERY (2000)
 FR0137
 FR0137'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0137'RECOVERED IN GOOD CONDITION.
 FR0137
 FR0137                          STATION RECOVERY (2001)
 FR0137
 FR0137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 FR0137'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0269 ***********************************************************************
 GQ0269  DESIGNATION -  SUPAI
 GQ0269  PID         -  GQ0269
 GQ0269  STATE/COUNTY-  AZ/COCONINO
 GQ0269  USGS QUAD   -  SUPAI (1988)
 GQ0269
 GQ0269                         *CURRENT SURVEY CONTROL
 GQ0269  ___________________________________________________________________
 GQ0269* NAD 83(1992)-  36 08 37.82391(N)    112 41 25.58399(W)     ADJUSTED  
 GQ0269* NAVD 88     -      1751.2    (meters)    5745.     (feet)  VERTCON   
 GQ0269  ___________________________________________________________________
 GQ0269  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GQ0269  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GQ0269  HORZ ORDER  -  THIRD
 GQ0269
 GQ0269.The horizontal coordinates were established by classical geodetic methods
 GQ0269.and adjusted by the National Geodetic Survey in August 1993.
 GQ0269
 GQ0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0269
 GQ0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0269
 GQ0269.The geoid height was determined by GEOID03.
 GQ0269
 GQ0269;                    North         East     Units Scale Factor Converg.
 GQ0269;SPC AZ C     -   570,749.162   143,726.970   MT  0.99995972   -0 27 23.0
 GQ0269;SPC AZ C     - 1,872,536.62    471,545.18   iFT  0.99995972   -0 27 23.0
 GQ0269;UTM  12      - 4,001,226.095   347,915.041   MT  0.99988500   -0 59 50.1
 GQ0269
 GQ0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0269!SPC AZ C     -   0.99972891  x   0.99995972  =   0.99968864
 GQ0269!UTM  12      -   0.99972891  x   0.99988500  =   0.99961394
 GQ0269
 GQ0269:                Primary Azimuth Mark                     Grid Az
 GQ0269:SPC AZ C     -  OLIVER                                   068 15 52.7
 GQ0269:UTM  12      -  OLIVER                                   068 48 19.8
 GQ0269
 GQ0269|---------------------------------------------------------------------|
 GQ0269| PID    Reference Object                     Distance      Geod. Az  |
 GQ0269|                                                           dddmmss.s |
 GQ0269| GQ0263 OLIVER                              APPROX. 9.7 KM 0674829.7 |
 GQ0269|---------------------------------------------------------------------|
 GQ0269
 GQ0269                          SUPERSEDED SURVEY CONTROL
 GQ0269
 GQ0269  NAD 83(1986)-  36 08 37.81624(N)    112 41 25.58153(W) AD(       ) 3
 GQ0269  NGVD 29 (05/08/89) 1750.4    (m)         5743.     (f) VERT ANG    3  
 GQ0269
 GQ0269.Superseded values are not recommended for survey control.
 GQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0269.See file dsdata.txt to determine how the superseded data were derived.
 GQ0269
 GQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF4791501226(NAD 83)
 GQ0269_MARKER: DS = TRIANGULATION STATION DISK
 GQ0269_SETTING: 80 = SET IN A BOULDER
 GQ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0269+STABILITY: SURFACE MOTION
 GQ0269
 GQ0269  HISTORY     - Date     Condition        Report By
 GQ0269  HISTORY     - 1903     MONUMENTED       USGS
 GQ0269  HISTORY     - 1956     GOOD             USGS
 GQ0269
 GQ0269                          STATION DESCRIPTION
 GQ0269
 GQ0269'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GQ0269'LOCATED 0.75 MI SE. OF HILLTOP STOREHOUSE.  ON SMALL ROUND-TOPPED
 GQ0269'BUTTE, AT HEAD OF WALAPAI TRAIL.
 GQ0269'
 GQ0269'TO REACH FROM HILLTOP, TAKE SADDLE HORSES.
 GQ0269'
 GQ0269'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 GQ0269'IN LIMESTONE ROCK UNDER CAIRN 5 FT. AT BASE AND 6 FT. HIGH.
 GQ0269'
 GQ0269'RMS--NONE SET.
 GQ0269
 GQ0269                          STATION RECOVERY (1956)
 GQ0269
 GQ0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0269'RECOVERED IN GOOD CONDITION.
 GQ0269'
 GQ0269'LOCATED ABOUT 2 MI SE. OF HUALPAI HILLTOP.  AT HEAD OF HUALPAI
 GQ0269'TRAIL, ON SMALL ROUND TOP BUTTE.
 GQ0269'
 GQ0269'TO REACH FROM WALAPAI HILLTOP AT HEAD OF WALAPAI TRAIL, DRIVE 3.1
 GQ0269'MI S.  TURN LEFT IN SADDLE ON DIM RD. AND FOLLOW 2.2 MI TO TOP OF
 GQ0269'RIDGE.  TURN LEFT 0.1 MI TO TOP AND STATION.
 GQ0269'
 GQ0269'RM 1--COPPER NAIL AND WASHER WEDGED IN CRACK OF ROCK OUTCROP.
 GQ0269'
 GQ0269'RM 2--COPPER NAIL AND WASHER IN CRACK OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0684 ***********************************************************************
 FR0684  DESIGNATION -  SUPAI RM 2
 FR0684  PID         -  FR0684
 FR0684  STATE/COUNTY-  AZ/COCONINO
 FR0684  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0684
 FR0684                         *CURRENT SURVEY CONTROL
 FR0684  ___________________________________________________________________
 FR0684* NAD 83(1986)-  35 13 39.     (N)    112 14 25.     (W)     SCALED    
 FR0684* NAVD 88     -      2173.094  (meters)    7129.56   (feet)  ADJUSTED  
 FR0684  ___________________________________________________________________
 FR0684  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FR0684  DYNAMIC HT  -        2170.023 (meters)    7119.48  (feet)  COMP
 FR0684  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 FR0684
 FR0684  VERT ORDER  -  SECOND    CLASS 0
 FR0684
 FR0684.The horizontal coordinates were scaled from a topographic map and have
 FR0684.an estimated accuracy of +/- 6 seconds.
 FR0684
 FR0684.The orthometric height was determined by differential leveling
 FR0684.and adjusted in June 1991.
 FR0684
 FR0684.The geoid height was determined by GEOID03.
 FR0684
 FR0684.The dynamic height is computed by dividing the NAVD 88
 FR0684.geopotential number by the normal gravity value computed on the
 FR0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0684.degrees latitude (g = 980.6199 gals.).
 FR0684
 FR0684.The modeled gravity was interpolated from observed gravity values.
 FR0684
 FR0684;                    North         East    Units  Estimated Accuracy
 FR0684;SPC AZ C     -   468,860.      183,900.      MT  (+/- 180 meters Scaled)
 FR0684
 FR0684                          SUPERSEDED SURVEY CONTROL
 FR0684
 FR0684  NGVD 29 (??/??/92) 2172.098  (m)         7126.29   (f) ADJ UNCH    2 0
 FR0684
 FR0684.Superseded values are not recommended for survey control.
 FR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0684.See file dsdata.txt to determine how the superseded data were derived.
 FR0684
 FR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD871989(NAD 83)
 FR0684_MARKER: DR = REFERENCE MARK DISK
 FR0684_SETTING: 80 = SET IN A BOULDER
 FR0684_SP_SET: BOULDER
 FR0684_STAMPING: SUPAI NO 2 1958
 FR0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0684+STABILITY: SURFACE MOTION
 FR0684
 FR0684  HISTORY     - Date     Condition        Report By
 FR0684  HISTORY     - 1958     MONUMENTED       CGS
 FR0684
 FR0684                          STATION DESCRIPTION
 FR0684
 FR0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0684'3 MI SW FROM WILLIAMS.
 FR0684'3.4 MILES WEST ALONG U.S HIGHWAY 66 FROM THE AT AND SF RAILROAD DEPOT
 FR0684'IN WILLIAMS, THENCE 0.15 MILE NORTH ON A DIRT ROAD TO A FENCE CORNER,
 FR0684'THENCE WEST AROUND A GROUP OF TREES TO A GATE THROUGH THE FENCE,
 FR0684'THENCE THROUGH THE FENCE GATE AND FOLLOW THE TRACK ROAD SOUTHERLY
 FR0684'ALONG THE FENCE FOR 0.1 MILE, THENCE WEST UP A WASH AND FOLLOW THE
 FR0684'TRACK ROAD FOR 0.2 MILE TO A DIM FORK, THENCE TAKE THE RIGHT FORK AND
 FR0684'GO 0.1 MILE TO THE END OF TRUCK TRAVEL, PACK FOR ABOUT FIVE MINUTES TO
 FR0684'THE TOP OF THE HILL AND THE MARK.  IT IS 14 FEET SOUTH OF THE WITNESS
 FR0684'POST AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2042 ***********************************************************************
 DU2042  DESIGNATION -  SUPERIOR
 DU2042  PID         -  DU2042
 DU2042  STATE/COUNTY-  AZ/PINAL
 DU2042  USGS QUAD   -  SUPERIOR (1981)
 DU2042
 DU2042                         *CURRENT SURVEY CONTROL
 DU2042  ___________________________________________________________________
 DU2042* NAD 83(1992)-  33 18 30.84957(N)    111 06 52.58942(W)     ADJUSTED  
 DU2042* NAVD 88     -       961.3    (meters)    3154.     (feet)  VERTCON   
 DU2042  ___________________________________________________________________
 DU2042  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 DU2042  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DU2042  HORZ ORDER  -  SECOND
 DU2042
 DU2042.The horizontal coordinates were established by classical geodetic methods
 DU2042.and adjusted by the National Geodetic Survey in August 1993.
 DU2042
 DU2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2042
 DU2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2042
 DU2042.The geoid height was determined by GEOID03.
 DU2042
 DU2042;                    North         East     Units Scale Factor Converg.
 DU2042;SPC AZ C     -   256,257.761   288,046.452   MT  0.99996875   +0 26 25.7
 DU2042;SPC AZ C     -   840,740.69    945,034.29   iFT  0.99996875   +0 26 25.7
 DU2042;UTM  12      - 3,685,501.676   489,331.202   MT  0.99960140   -0 03 46.6
 DU2042
 DU2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2042!SPC AZ C     -   0.99985356  x   0.99996875  =   0.99982231
 DU2042!UTM  12      -   0.99985356  x   0.99960140  =   0.99945502
 DU2042
 DU2042|---------------------------------------------------------------------|
 DU2042| PID    Reference Object                     Distance      Geod. Az  |
 DU2042|                                                           dddmmss.s |
 DU2042| CH5526 SUPERIOR RM 1                         7.038 METERS 03241     |
 DU2042| CH5525 SUPERIOR AZ MK                                     0615533.3 |
 DU2042| CH5527 SUPERIOR RM 2                         4.792 METERS 32146     |
 DU2042|---------------------------------------------------------------------|
 DU2042
 DU2042                          SUPERSEDED SURVEY CONTROL
 DU2042
 DU2042  NAD 83(1986)-  33 18 30.84473(N)    111 06 52.59160(W) AD(       ) 2
 DU2042  NAD 27      -  33 18 30.64800(N)    111 06 50.16500(W) AD(       ) 2
 DU2042  NGVD 29 (07/19/86)  960.6    (m)         3152.     (f) VERT ANG    3  
 DU2042
 DU2042.Superseded values are not recommended for survey control.
 DU2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2042.See file dsdata.txt to determine how the superseded data were derived.
 DU2042
 DU2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8933185502(NAD 83)
 DU2042_MARKER: DS = TRIANGULATION STATION DISK
 DU2042_SETTING: 80 = SET IN A BOULDER
 DU2042_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2042+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 DU2042
 DU2042  HISTORY     - Date     Condition        Report By
 DU2042  HISTORY     - 1946     MONUMENTED       CGS
 DU2042  HISTORY     - 1967     GOOD             AMS
 DU2042  HISTORY     - 1968     GOOD             CGS
 DU2042  HISTORY     - 20040730 GOOD             INDIV
 DU2042  HISTORY     - 20060115 GOOD             USPSQD
 DU2042  HISTORY     - 20080526 GOOD             GEOCAC
 DU2042
 DU2042                          STATION DESCRIPTION
 DU2042
 DU2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2042'THE STATION IS LOCATED ABOUT 1.5 MILE AIR LINE NORTHWEST
 DU2042'OF SUPERIOR AND ABOUT 2 MILES SOUTHWEST OF THE SILVER KING
 DU2042'MINE ON A SMALL BRUSH COVERED HILL.  THE STATION MARK IS
 DU2042'STAMPED--SUPERIOR 1946 AND IS SET IN A BOULDER WHICH PROJECTS
 DU2042'3 INCHES.  IT IS 100 FEET NORTHWEST OF AND 5 FEET HIGHER
 DU2042'THAN THE ROAD.
 DU2042'
 DU2042'REFERENCE MARK NO. 1 IS STAMPED--SUPERIOR NO 1 1946 AND IS
 DU2042'SET IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS 6 INCHES
 DU2042'HIGHER THAN STATION MARK.
 DU2042'
 DU2042'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--SUPERIOR NO
 DU2042'2 1946 AND IS SET IN A BOULDER WHICH PROJECTS 3 INCHES.  IT
 DU2042'IS AT THE SAME ELEVATION AS THE STATION MARK.
 DU2042'
 DU2042'THE AZIMUTH MARK IS STAMPED--SUPERIOR 1946 AND IS SET IN A
 DU2042'BOULDER WHICH PROJECTS 6 INCHES.  IT IS 3 FEET WEST OF A
 DU2042'FOUR-FOOT ROCK CAIRN ON HIGHEST POINT OF THE RIDGE.
 DU2042'
 DU2042'TO REACH STATION FROM THE POST OFFICE IN SUPERIOR, GO WEST
 DU2042'ON U.S. HIGHWAY 60 AND 70 FOR 1.8 MILE TO AIRPORT ON LEFT
 DU2042'AND A ROAD RIGHT.  TURN RIGHT OFF HIGHWAY, GO 0.6 MILE TO
 DU2042'A FORK.  TURN RIGHT, GO 1.3 MILE TO STATION ON LEFT.  A DRIVE
 DU2042'STATION.
 DU2042
 DU2042                          STATION RECOVERY (1967)
 DU2042
 DU2042'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CCS)
 DU2042'STATION, AZ. MARK AND R.M.S RECOVERED AS DESCRIBED.  AZIMUTH
 DU2042'AND DISTANCE CHECKS RECORDED IN VOL. 12 W. PG. 24
 DU2042'
 DU2042'R.M. NO 1 WAS FOUND LOOSE, BUT IN PLACE.  ANIMALS HAVE
 DU2042'BURROWED UNDER THE ROCK AND IT HAS BECOME LOOSE IN THE GROUND.
 DU2042
 DU2042                          STATION RECOVERY (1968)
 DU2042
 DU2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DU2042'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DU2042'
 DU2042'TO REACH THE STATION FROM THE POST OFFICE IN SUPERIOR GO WEST
 DU2042'ON U.S. HIGHWAY 60 AND 70 FOR 1.8 MILES TO THE AIRPORT ON THE
 DU2042'LEFT AND A ROAD RIGHT.  TURN RIGHT (NORTH) AND GO FOR 0.55
 DU2042'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILES TO
 DU2042'ANOTHER FORK.  TAKE THE RIGHT FORK AS PER THE SIGN SILVER KING
 DU2042'MINE AND FOR 0.2 MILES TO AN ELECTRIC POWER STATION ON THE LEFT.
 DU2042'CONTINUE ON THE ROAD AROUND THE POWER STATION FOR 1.1 MILES
 DU2042'TO THE STATION ON A RISE AND ABOUT 100 FEET TO THE LEFT (WEST)
 DU2042'OF THE ROAD.
 DU2042'
 DU2042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 DU2042'NW OF SUPERIOR
 DU2042
 DU2042                          STATION RECOVERY (2004)
 DU2042
 DU2042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SS)
 DU2042'RECOVERED IN GOOD CONDITION.
 DU2042
 DU2042                          STATION RECOVERY (2006)
 DU2042
 DU2042'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU2042'RECOVERED AS DESCRIBED.  CAP IS MISSING.
 DU2042
 DU2042                          STATION RECOVERY (2008)
 DU2042
 DU2042'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2042'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 DU2042'DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION - THE STATION
 DU2042'MARK IS LOCATED 4.3 FEET NORTHWEST OF A WITNESS POST.
 DU2042' 
 DU2042'A SMALL PORTION OF THE CEMENT THAT WAS USED TO SET REFERENCE MARK 1
 DU2042'WAS FOUND IN A BOULDER BUT THE DISK AND DRILL HOLE WERE GONE. THE
 DU2042'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2086 ***********************************************************************
 DU2086  DESIGNATION -  SUPERSTITION
 DU2086  PID         -  DU2086
 DU2086  STATE/COUNTY-  AZ/PINAL
 DU2086  USGS QUAD   -  GOLDFIELD (1981)
 DU2086
 DU2086                         *CURRENT SURVEY CONTROL
 DU2086  ___________________________________________________________________
 DU2086* NAD 83(1992)-  33 24 39.66108(N)    111 24 02.75525(W)     ADJUSTED  
 DU2086* NAVD 88     -      1542.1    (meters)    5059.     (feet)  VERTCON   
 DU2086  ___________________________________________________________________
 DU2086  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 DU2086  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DU2086  HORZ ORDER  -  FIRST
 DU2086
 DU2086.The horizontal coordinates were established by classical geodetic methods
 DU2086.and adjusted by the National Geodetic Survey in August 1993.
 DU2086
 DU2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2086
 DU2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2086
 DU2086.The geoid height was determined by GEOID03.
 DU2086
 DU2086;                    North         East     Units Scale Factor Converg.
 DU2086;SPC AZ C     -   267,451.058   261,343.312   MT  0.99992838   +0 17 02.7
 DU2086;SPC AZ C     -   877,464.10    857,425.56   iFT  0.99992838   +0 17 02.7
 DU2086;UTM  12      - 3,696,925.591   462,736.598   MT  0.99961712   -0 13 14.4
 DU2086
 DU2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2086!SPC AZ C     -   0.99976250  x   0.99992838  =   0.99969090
 DU2086!UTM  12      -   0.99976250  x   0.99961712  =   0.99937971
 DU2086
 DU2086:                Primary Azimuth Mark                     Grid Az
 DU2086:SPC AZ C     -  FOUR PEAKS                               012 29 26.3
 DU2086:UTM  12      -  FOUR PEAKS                               012 59 43.4
 DU2086
 DU2086|---------------------------------------------------------------------|
 DU2086| PID    Reference Object                     Distance      Geod. Az  |
 DU2086|                                                           dddmmss.s |
 DU2086| DU2031 FOUR PEAKS                          APPROX.30.7 KM 0124629.0 |
 DU2086| CH5529 SUPERSTITION RM NE                    1.760 METERS 04312     |
 DU2086| CH5531 SUPERSTITION RM 3                     6.053 METERS 17914     |
 DU2086| CZ1935 DESERT PEAK                         APPROX.76.8 KM 1795812.0 |
 DU2086| CG1129 COMOBABI PEAK                                      1854806.8 |
 DU2086| CH5530 SUPERSTITION AZ MK                                 2035641.5 |
 DU2086| DV2128 MARE                                APPROX.83.3 KM 2594119.2 |
 DU2086| CH5528 SUPERSTITION RM CROSS                 2.267 METERS 29025     |
 DU2086|---------------------------------------------------------------------|
 DU2086
 DU2086                          SUPERSEDED SURVEY CONTROL
 DU2086
 DU2086  NAD 83(1986)-  33 24 39.65650(N)    111 24 02.75909(W) AD(       ) 1
 DU2086  NAD 27      -  33 24 39.48000(N)    111 24 00.28500(W) AD(       ) 1
 DU2086  NGVD 29 (07/19/86) 1541.5    (m)         5057.     (f) VERT ANG    3  
 DU2086
 DU2086.Superseded values are not recommended for survey control.
 DU2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2086.See file dsdata.txt to determine how the superseded data were derived.
 DU2086
 DU2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6273796926(NAD 83)
 DU2086_MARKER: DD = SURVEY DISK
 DU2086_SETTING: 66 = SET IN ROCK OUTCROP
 DU2086_SP_SET: SET IN BEDROCK
 DU2086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2086+STABILITY: POSITION/ELEVATION WELL
 DU2086
 DU2086  HISTORY     - Date     Condition        Report By
 DU2086  HISTORY     - 1899     MONUMENTED       USGS
 DU2086  HISTORY     - 1910     GOOD             USGS
 DU2086  HISTORY     - 1936     GOOD             CGS
 DU2086  HISTORY     - 1938     GOOD             CGS
 DU2086  HISTORY     - 1946     GOOD             CGS
 DU2086
 DU2086                          STATION DESCRIPTION
 DU2086
 DU2086'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2086'LOCATED ON EASTERN END OF SUPERSTITION MTN., ON HIGH, SHARP
 DU2086'POINT.  PROBABLY HIGHEST POINT ON MTN. WHICH IS ALMOST
 DU2086'INACCESSIBLE EXCEPT FROM SOUTHERN FACE.
 DU2086'
 DU2086'TO REACH NOT GIVEN.
 DU2086'
 DU2086'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, SET IN SOLID
 DU2086'ROCK UNDER ROCK CAIRN 5 FT AT BASE AND 7 FT HIGH.
 DU2086'
 DU2086'RMS--NONE SET.
 DU2086
 DU2086                          STATION RECOVERY (1910)
 DU2086
 DU2086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1910 (JSH)
 DU2086'THIS STATION IS IDENTICAL WITH UNITED STATES GEOLOGICAL SURVEY
 DU2086'STATION CALLED SUPERSTITION POINT.  IT IS ON HIGHEST PEAK OF
 DU2086'SUPERSTITION MTS, 25 MILES N OF FLORENCE AND 25 MILES E
 DU2086'OF MESA, TOWNS ON A BRANCH OF SOUTHERN PACIFIC, AND ABOUT
 DU2086'3 MILES NW OF CRISWELL RANCH (OLD BARKS RANCH).  PEAK IS
 DU2086'RUGGED, BUT WITH CARE PACK ANIMALS CAN BE TAKEN WITHIN 50 METERS
 DU2086'OF TOP.  BEST APPROACH IS FROM MESA VIA CRISWELL RANCH.
 DU2086'STATION IS MARKED WITH A UNITED STATES GEOLOGICAL SURVEY DISK
 DU2086'STATION MARK CEMENTED INTO A DRILL HOLE IN SOLID ROCK.
 DU2086'REFERENCE MARK, A CROSS CUT IN TOP OF A LARGE ROCK, IS 2.265
 DU2086'METERS FROM STATION N 69 DEG 27 MIN W.
 DU2086
 DU2086                          STATION RECOVERY (1936)
 DU2086
 DU2086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WM)
 DU2086'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 DU2086'IS A REVISED DESCRIPTION.  STATION IS IDENTICAL WITH U.S.
 DU2086'GEOLOGICAL SURVEY STATION CALLED SUPERSTITION POINT.  IT
 DU2086'IS ON HIGHEST PEAK OF SUPERSTITION MTS., WHICH IS NEAR SE
 DU2086'END OF MOUNTAIN AND ON JAGGED ROCK PEAK.  IT IS ABOUT 26 MILES
 DU2086'N OF FLORENCE, 25 MILES E OF MESA, AND ABOUT 8-1/2 MILES E
 DU2086'OF APACHE JUNCTION.  PEAK IS RUGGED, BUT WITH CARE PACK
 DU2086'ANIMALS CAN BE TAKEN WITHIN 50 METERS OF TOP.  STATION IS
 DU2086'BEST REACHED FROM SE BASE OF MOUNTAIN.
 DU2086'
 DU2086'REACHED FROM APACHE JUNCTION BY GOING SE ON U.S. 80 (PAVED)
 DU2086'5.9 MILES TO LOST DUTCHMAN SERVICE STATION AT A BEND IN
 DU2086'HIGHWAY (THIS SERVICE STATION IS ABOUT 13 MILES NW OF FLORENCE
 DU2086'JUNCTION ON U.S. 80).  THENCE CONTINUE E ON U.S. 80, 2.45 MILES
 DU2086'TO A SIDE ROAD ON L.  THENCE LEAVE U.S. 80, TURN L AND FOLLOW
 DU2086'MAIN-TRAVELED, UNIMPROVED ROAD NORTHEASTERLY 4.1 MILES TO
 DU2086'A FORK.  THENCE L FORK NORTHEASTERLY 1.5 MILES TO A DIM
 DU2086'FORK ABOUT 50 YARDS AFTER CROSSING A WASH.  THENCE TAKE L
 DU2086'FORK ON MAIN-TRAVELED ROAD 0.6 MILE TO A FORK.  THENCE LEAVE
 DU2086'MAIN-TRAVELED ROAD, TAKE L FORK, AND GO NORTHERLY TOWARDS
 DU2086'MOUNTAIN 0.6 MILE TO A GATE IN FOREST RESERVATION FENCE.
 DU2086'PASS THRU GATE AND CONTINUE 0.25 MILE TO END OF ROAD AT AN
 DU2086'OLD TENT FRAME AT BASE OF MOUNTAIN.  (NOTE--WATER ABOUT
 DU2086'100 YARDS N ON SIDE OF MOUNTAIN).  FROM END OF TRUCK TRAVEL
 DU2086'PACK W ALONG BASE OF MOUNTAIN TOWARDS HIGH ROCK BLUFF, TO A
 DU2086'WASH, THEN R, UP WASH TO SADDLE.  STATION CAN BE SEEN
 DU2086'FROM THIS SADDLE.  THEN TURN L TO TOP OF MOUNTAIN, THEN R,
 DU2086'ALONG TOP OF MOUNTAIN TO HIGHEST POINT AND STATION.  IT IS
 DU2086'ABOUT A 2 1/2-HOUR PACK OF ROUGH GOING.
 DU2086'
 DU2086'STATION IS MARKED WITH A U.S. GEOLOGICAL SURVEY ALUMINUM DISK
 DU2086'STATION MARK CEMENTED INTO A DRILL HOLE IN SOLID ROCK OUTCROP
 DU2086'ON HIGHEST POINT OF PEAK.  MARK IS NOT STAMPED.  REFERENCE
 DU2086'MARKS ARE STAMPED.  CROSS CUT IN TOP OF A LARGE ROCK WNW
 DU2086'OF STATION, MARKED IN 1910.  A STANDARD DISK REFERENCE MARK
 DU2086'STAMPED SUPERSTITION 1910-1936 WAS SET IN DRILL HOLE IN SOLID
 DU2086'ROCK NE OF STATION.
 DU2086
 DU2086                          STATION RECOVERY (1938)
 DU2086
 DU2086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2086'LOCATED ABOUT 25 MILES E OF MESA, ARIZONA, AND ABOUT 6 MILES
 DU2086'NNE OF SAND TANKS SERVICE STATION (ON U.S. 60), ON SOUTHEASTERNMOST
 DU2086'ONE OF TWO HIGHEST PEAKS OF SUPERSTITION MTS.  IT IS ON HIGHEST
 DU2086'POINT OF PEAK, WHICH IS NARROW AND HAS NEARLY VERTICAL SIDES
 DU2086'NEAR TOP.
 DU2086'
 DU2086'TO REACH STATION FROM MESA, GO E ON U.S. 60 ABOUT 18 MILES
 DU2086'TO APACHE JUNCTION.  THENCE CONTINUE E ON U.S. 60, 5.8 MILES
 DU2086'TO SAND TANKS SERVICE STATION.  THENCE CONTINUE E ON U.S. 60,
 DU2086'1.0 MILE TO A CATTLE GUARD AND A GATE ON L.  HERE LEAVE
 DU2086'HIGHWAY, TAKE TRACK ROAD L THRU GATE N AND NORTHEASTERLY
 DU2086'1.2 MILES TO A FORK AT A SIGN, (MA PA AND THE BABY, TO CANYON
 DU2086'KEEP LEFT).  THENCE TAKE R FORK E 0.1 MILE TO FORK AT SIGN
 DU2086'(DONS).  HERE TAKE L FORK AND GO NORTHERLY 0.9 MILE TO PLAIN
 DU2086'TRACK ROAD COMING IN FROM R.  THENCE CONTINUE NORTHERLY ON
 DU2086'TRACK ROAD 0.1 MILE TO A DIM FORK L.  HERE TAKE L FORK
 DU2086'NORTHERLY 0.3 MILE TO W SIDE OF BARCLAYS CORRALS.  THENCE KEEP
 DU2086'STRAIGHT AHEAD ALONG W SIDE OF CORRALS AND N 0.3 MILE TO A
 DU2086'DIM FORK.  THENCE R FORK 1.3 MILES TO A FOREST SERVICE
 DU2086'FENCE.  HERE GO THRU GATE AND CONTINUE NORTHERLY ON TRACK
 DU2086'ROAD UP A ROCKY RIDGE 0.9 MILE TO WHERE GRADE GETS TOO STEEP
 DU2086'AND ROCKY AT END OF TRUCK TRAVEL.  FROM HERE PACK UP
 DU2086'RIDGE TO R FOLLOWING BREAKS IN CLIFFS TO HIGHEST POINT AND
 DU2086'STATION.  PEAK IS E ABOUT THREE HOURS OF HARD PACKING
 DU2086'FROM END OF TRUCK TRAVEL.
 DU2086'
 DU2086'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DU2086'SINCE NO INFORMATION CONCERNING EXISTENCE OR WHEREABOUTS
 DU2086'OF AZIMUTH MARK WAS AT HAND, ONLY A SUPERFICIAL SEARCH WAS
 DU2086'MADE FOR IT.
 DU2086'
 DU2086'STATION IS A STANDARD U.S.G.S. MARK CEMENTED INTO BEDROCK.
 DU2086'ONE REFERENCE MARK IS A CHISELED CROSS IN A ROCK, AND OTHER
 DU2086'REFERENCE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE MARK
 DU2086'STAMPED 1910 AND 1936.
 DU2086
 DU2086                          STATION RECOVERY (1946)
 DU2086
 DU2086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 DU2086'STATION AND REFERENCE MARK FOUND IN GOOD CONDITION AND AS
 DU2086'DESCRIBED.  AN ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK
 DU2086'WAS ESTABLISHED.
 DU2086'
 DU2086'THE STATION IS LOCATED ABOUT 25 MILES AIRLINE EAST OF MESA
 DU2086'AND ABOUT 6 MILES NORTH OF U.S. HIGHWAY 60, 70, 80 AND 89, ON
 DU2086'THE MOST SOUTHEASTERLY OF THE TWO HIGHEST PEAKS OF SUPERSTITION
 DU2086'MOUNTAIN.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY
 DU2086'BENCH MARK SET IN BEDROCK FLUSH WITH GROUND LEVEL ON THE HIGHEST
 DU2086'POINT OF PEAK.  THE PEAK HAS ALMOST VERTICAL SIDES NEAR THE
 DU2086'TOP.  THE MARK IS NOT STAMPED.
 DU2086'
 DU2086'A U.S.C. AND G.S. BRONZE REFERENCE DISK, STAMPED, SUPERSTITION
 DU2086'1910 1936, IS SET IN BEDROCK NORTHEAST OF AND SAME ELEVATION
 DU2086'AS STATION MARK.
 DU2086'
 DU2086'A CROSS IS CHISELED IN OUTCROPPING BED ROCK WEST-NORTHWEST
 DU2086'OF AND SAME ELEVATION AS STATION MARK.
 DU2086'
 DU2086'REFERENCE MARK NO. 3 IS A U.S.C. AND G.S. BRONZE REFERENCE
 DU2086'DISK STAMPED, SUPERSTITION 1946, SET IN OUTCROPPING BEDROCK
 DU2086'WHICH PROJECTS 4 FEET.  IT IS SOUTH OF AND 2 FEET LOWER THAN
 DU2086'STATION MARK.
 DU2086'
 DU2086'THE AZIMUTH MARK IS A U.S.C. AND G.S. BRONZE DISK STAMPED,
 DU2086'SUPERSTITION 1946, SET IN THE NORTHEAST END OF THE NORTH
 DU2086'ABUTMENT OF A CATTLE GUARD, 32 PACES EAST OF SUPERSTITION
 DU2086'MOUNTAIN HISTORIC MARKER, 19 PACES EAST OF CENTER LINE OF
 DU2086'U.S. HIGHWAY 60, 70, 80 AND 89, 9 FEET NORTH OF CENTER LINE
 DU2086'OF ROAD LEADING TOWARD SUPERSTITION MOUNTAIN.
 DU2086'
 DU2086'TO REACH STATION FROM FLORENCE JUNCTION.  GO WEST ON HIGHWAY
 DU2086'8.2 MILES TO A ROAD RIGHT THROUGH A CATTLE GUARD AT A HISTORICAL
 DU2086'MARKER, ALSO AZIMUTH MARK AS DESCRIBED ABOVE.  TURN RIGHT OFF
 DU2086'HIGHWAY AND FOLLOW ROAD 4.6 MILES TO A FORK.  TURN LEFT,
 DU2086'GO 0.7 MILE TO A ROAD LEFT.  TURN LEFT, GO 0.2 MILE TO A
 DU2086'FORK.  TAKE MAIN TRAVELED ROAD TO RIGHT AND GO 0.5 MILE TO
 DU2086'A FORK.  KEEP ON ROAD TO RIGHT AND GO 0.8 MILE TO A WIRE FENCE
 DU2086'AND END OF TRUCK TRAVEL.  FROM HERE CROSS FENCE AND PACK NORTH
 DU2086'UP THE RIDGE TO THE MAIN CANYON, EAST OF THE VERTICAL CLIFFS.
 DU2086'FOLLOW UP CANYON TO SADDLE, THENCE LEFT UP STEEP SLOPE TO
 DU2086'TOP OF RIDGE, THENCE RIGHT ALONG CREST OF RIDGE TO HIGHEST
 DU2086'POINT AND STATION AS DESCRIBED ABOVE.  A FOUR HOUR PACK.
 DU2086'
 DU2086'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1686 ***********************************************************************
 DB1686  DESIGNATION -  SUPP RM 1
 DB1686  PID         -  DB1686
 DB1686  STATE/COUNTY-  AZ/YUMA
 DB1686  USGS QUAD   -  FORTUNA MINE (1965)
 DB1686
 DB1686                         *CURRENT SURVEY CONTROL
 DB1686  ___________________________________________________________________
 DB1686* NAD 83(1992)-  32 35 37.98249(N)    114 18 59.37985(W)     ADJUSTED  
 DB1686* NAVD 88     -       830.3    (meters)    2724.     (feet)  VERTCON   
 DB1686  ___________________________________________________________________
 DB1686  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DB1686  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DB1686  HORZ ORDER  -  THIRD
 DB1686
 DB1686.The horizontal coordinates were established by classical geodetic methods
 DB1686.and adjusted by the National Geodetic Survey in August 1993.
 DB1686
 DB1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1686
 DB1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1686
 DB1686.The geoid height was determined by GEOID03.
 DB1686
 DB1686;                    North         East     Units Scale Factor Converg.
 DB1686;SPC AZ W     -   176,864.949   160,181.251   MT  0.99996819   -0 18 18.6
 DB1686;SPC AZ W     -   580,265.58    525,529.04   iFT  0.99996819   -0 18 18.6
 DB1686;UTM  11      - 3,609,444.980   751,862.990   MT  1.00038229   +1 26 46.7
 DB1686
 DB1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1686!SPC AZ W     -   0.99987490  x   0.99996819  =   0.99984309
 DB1686!UTM  11      -   0.99987490  x   1.00038229  =   1.00025714
 DB1686
 DB1686                          SUPERSEDED SURVEY CONTROL
 DB1686
 DB1686  NAD 83(1986)-  32 35 37.98809(N)    114 18 59.38554(W) AD(       ) 3
 DB1686  NGVD 29 (04/26/91)  829.6    (m)         2722.     (f) VERT ANG    3  
 DB1686
 DB1686.Superseded values are not recommended for survey control.
 DB1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1686.See file dsdata.txt to determine how the superseded data were derived.
 DB1686
 DB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5186309445(NAD 83)
 DB1686_MARKER: H = DRILL HOLE
 DB1686_SETTING: 66 = SET IN ROCK OUTCROP
 DB1686_SP_SET: SET IN ROCK OUTCROP
 DB1686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1686+STABILITY: POSITION/ELEVATION WELL
 DB1686
 DB1686  HISTORY     - Date     Condition        Report By
 DB1686  HISTORY     - 1964     MONUMENTED       USGS
 DB1686
 DB1686                          STATION DESCRIPTION
 DB1686
 DB1686'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1686'LOCATED ABOUT 20 MI SE. OF YUMA, ABOUT 5 MI SE. OF TELEGRAPH
 DB1686'PASS, ABOUT 3 MI NE. OF FORTUNA MINE.  ON SHARP TOP IN GILA MTNS.
 DB1686'
 DB1686'REACHED BY HELICOPTER.
 DB1686'
 DB1686'STATION MARK--DRILL HOLE IN ROCK OUTCROP.
 DB1686'
 DB1686'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5752 ***********************************************************************
 DH5752  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5752  DESIGNATION -  SUTHERLAND
 DH5752  PID         -  DH5752
 DH5752  STATE/COUNTY-  AZ/COCHISE
 DH5752  USGS QUAD   -  TOMBSTONE SE (1982)
 DH5752
 DH5752                         *CURRENT SURVEY CONTROL
 DH5752  ___________________________________________________________________
 DH5752* NAD 83(2007)-  31 35 53.91097(N)    110 06 19.33299(W)     ADJUSTED  
 DH5752* NAVD 88     -      1276.53   (meters)    4188.1    (feet)  GPS OBS   
 DH5752  ___________________________________________________________________
 DH5752  EPOCH DATE  -        2007.00
 DH5752  X           -  -1,869,503.651 (meters)                     COMP
 DH5752  Y           -  -5,107,175.519 (meters)                     COMP
 DH5752  Z           -   3,323,230.476 (meters)                     COMP
 DH5752  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DH5752  ELLIP HEIGHT-        1248.698 (meters)          (02/10/07) ADJUSTED
 DH5752  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DH5752
 DH5752  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5752  Type    PID    Designation                      North   East  Ellip
 DH5752  -------------------------------------------------------------------
 DH5752  NETWORK DH5752 SUTHERLAND                        2.18   1.84   5.37
 DH5752  -------------------------------------------------------------------
 DH5752
 DH5752.The horizontal coordinates were established by GPS observations
 DH5752.and adjusted by the National Geodetic Survey in February 2007.
 DH5752
 DH5752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5752.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5752.The horizontal coordinates are valid at the epoch date displayed above.
 DH5752.The epoch date for horizontal control is a decimal equivalence
 DH5752.of Year/Month/Day.
 DH5752
 DH5752.The orthometric height was determined by GPS observations and a
 DH5752.high-resolution geoid model.
 DH5752.The orthometric height was determined by GPS observations and a
 DH5752.high-resolution geoid model using precise GPS observation and
 DH5752.processing techniques.
 DH5752
 DH5752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5752
 DH5752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5752
 DH5752.The ellipsoidal height was determined by GPS observations
 DH5752.and is referenced to NAD 83.
 DH5752
 DH5752.The geoid height was determined by GEOID03.
 DH5752
 DH5752;                    North         East     Units Scale Factor Converg.
 DH5752;SPC AZ E     -    66,332.238   219,176.617   MT  0.99990042   +0 01 55.6
 DH5752;SPC AZ E     -   217,625.45    719,083.39   iFT  0.99990042   +0 01 55.6
 DH5752;UTM  12      - 3,496,259.831   584,870.453   MT  0.99968884   +0 28 07.6
 DH5752
 DH5752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5752!SPC AZ E     -   0.99980396  x   0.99990042  =   0.99970440
 DH5752!UTM  12      -   0.99980396  x   0.99968884  =   0.99949286
 DH5752
 DH5752                          SUPERSEDED SURVEY CONTROL
 DH5752
 DH5752  NAD 83(1992)-  31 35 53.91081(N)    110 06 19.33271(W) AD(       ) B
 DH5752  ELLIP H (08/22/05) 1248.709  (m)                       GP(       ) 4 2
 DH5752
 DH5752.Superseded values are not recommended for survey control.
 DH5752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5752.See file dsdata.txt to determine how the superseded data were derived.
 DH5752
 DH5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8487096260(NAD 83)
 DH5752_MARKER: DD = SURVEY DISK
 DH5752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5752_STAMPING: SUTHERLAND 2004
 DH5752_MARK LOGO: AZ-003
 DH5752_PROJECTION: FLUSH
 DH5752_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5752+STABILITY: SURFACE MOTION
 DH5752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5752+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5752
 DH5752  HISTORY     - Date     Condition        Report By
 DH5752  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5752
 DH5752                          STATION DESCRIPTION
 DH5752
 DH5752'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5752'FROM THE POST OFFICE IN TOMBSTONE AZ. GO EAST ON SAFFORD ST. 0.1 MILE
 DH5752'TO SR 80, TURN RIGHT ONTO SR 80 AND GO 15.7 MILES TO HWY 90, MERGE
 DH5752'RIGHT ONTO HWY 90 AND TRAVEL WEST FOR 6.34 MILES TO N. HIGH KNOLLS RD.
 DH5752'TURN RIGHT AND TRAVEL NORTH FOR 1.5 MILES TO WATERING HOLE RD. GO EAST
 DH5752'ON WATERING HOLE FOR 1.0 MILES AND TURN LEFT ON TO GUNSMOKE RD.,
 DH5752'TRAVEL NORTH 0.8 MILE TO THE INTERSECTION OF GUNSMOKE AND SUNDANCE,
 DH5752'WHERE OFF TO THE NORTH IS A NARROW TRAIL, CONTINUE NORTH FOR 1.0 MILE
 DH5752'ON THE TRAIL TO THE STATION. POINT IS APPROX. 15 FEET SOUTH OF FENCE
 DH5752'LINE AND 20 FEET NW OF A STONE W/SECTION CORNER MARKINGS T21S R22E
 DH5752'SECTIONS 16-15-21-22.
 DH5752' 
 DH5752'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5752'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5752'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2286 ***********************************************************************
 DV2286  DESIGNATION -  SUTTLES
 DV2286  PID         -  DV2286
 DV2286  STATE/COUNTY-  AZ/MARICOPA
 DV2286  USGS QUAD   -  OUTLAW HILL (1990)
 DV2286
 DV2286                         *CURRENT SURVEY CONTROL
 DV2286  ___________________________________________________________________
 DV2286* NAD 83(1992)-  33 56 20.52356(N)    112 55 00.01193(W)     ADJUSTED  
 DV2286* NAVD 88     -       833.0    (meters)    2733.     (feet)  VERTCON   
 DV2286  ___________________________________________________________________
 DV2286  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DV2286  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DV2286  HORZ ORDER  -  SECOND
 DV2286
 DV2286.The horizontal coordinates were established by classical geodetic methods
 DV2286.and adjusted by the National Geodetic Survey in August 1993.
 DV2286
 DV2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2286
 DV2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2286
 DV2286.The geoid height was determined by GEOID03.
 DV2286
 DV2286;                    North         East     Units Scale Factor Converg.
 DV2286;SPC AZ C     -   326,342.532   120,916.423   MT  1.00000531   -0 33 30.1
 DV2286;SPC AZ C     - 1,070,677.60    396,707.42   iFT  1.00000531   -0 33 30.1
 DV2286;UTM  12      - 3,757,050.817   322,860.790   MT  0.99998683   -1 04 13.4
 DV2286
 DV2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2286!SPC AZ C     -   0.99987390  x   1.00000531  =   0.99987921
 DV2286!UTM  12      -   0.99987390  x   0.99998683  =   0.99986074
 DV2286
 DV2286|---------------------------------------------------------------------|
 DV2286| PID    Reference Object                     Distance      Geod. Az  |
 DV2286|                                                           dddmmss.s |
 DV2286| CS6660 SUTTLES RM 1                         18.476 METERS 01402     |
 DV2286| CS6661 SUTTLES RM 2                          8.247 METERS 16444     |
 DV2286|---------------------------------------------------------------------|
 DV2286
 DV2286                          SUPERSEDED SURVEY CONTROL
 DV2286
 DV2286  NAD 83(1986)-  33 56 20.52069(N)    112 55 00.01181(W) AD(       ) 2
 DV2286  NGVD 29 (11/27/91)  832.2    (m)         2730.     (f) VERT ANG    3  
 DV2286
 DV2286.Superseded values are not recommended for survey control.
 DV2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2286.See file dsdata.txt to determine how the superseded data were derived.
 DV2286
 DV2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2286157051(NAD 83)
 DV2286_MARKER: DS = TRIANGULATION STATION DISK
 DV2286_SETTING: 66 = SET IN ROCK OUTCROP
 DV2286_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2286+STABILITY: POSITION/ELEVATION WELL
 DV2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2286+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 DV2286
 DV2286  HISTORY     - Date     Condition        Report By
 DV2286  HISTORY     - 1985     MONUMENTED       AZDT
 DV2286  HISTORY     - 20080930 GOOD             GEOCAC
 DV2286
 DV2286                          STATION DESCRIPTION
 DV2286
 DV2286'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2286'THE STATION IS LOCATED ON TOP OF A ROCKY HILL 11 MILES SOUTHWEST OF
 DV2286'WICKENBURG AND ABOUT 1000 FEET SOUTH OF U.S. HIGHWAY 60.
 DV2286'
 DV2286'THE STATION MARK IS AN AZDT DISK STAMPED---SUTTLES 1985---.  IT IS SET
 DV2286'IN A DRILL HOLE IN A ROCK OUTCROP 10 FEET SOUTHEAST OF THE WITNESS
 DV2286'POST.
 DV2286'
 DV2286'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SUTTLES RM 1 1985---.  IT
 DV2286'IS SET IN A DRILL HOLE IN A BOULDER.
 DV2286'
 DV2286'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SUTTLES RM 2 1985---.  IT
 DV2286'IS SET IN A DRILL HOLE IN A BOULDER.
 DV2286'
 DV2286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 93 AND 89
 DV2286'IN WICKENBURG TRAVEL WEST ALONG U.S. HIGHWAY 60 FOR 11.6 MILES TO MILE
 DV2286'POST 99.1 AND END OF TRUCK TRAVEL.  PACK SOUTH TO THE TOP OF THE LOW
 DV2286'ROCKY HILL AND THE STATION.
 DV2286
 DV2286                          STATION RECOVERY (2008)
 DV2286
 DV2286'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV2286'RECOVERED STATION SUTTLES ALONG WITH RM 1 AND RM 2.  THE SURFACE OF
 DV2286'THE STATION DISK HAS
 DV2286'BEEN BATTERED BY VANDALS, OBSCURING STAMPING.  THE REFERENCE MARKS ARE
 DV2286'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0606 ***********************************************************************
 DV0606  DESIGNATION -  SUTTON
 DV0606  PID         -  DV0606
 DV0606  STATE/COUNTY-  AZ/MARICOPA
 DV0606  USGS QUAD   -  FOWLER (1982)
 DV0606
 DV0606                         *CURRENT SURVEY CONTROL
 DV0606  ___________________________________________________________________
 DV0606* NAD 83(1992)-  33 27 37.76538(N)    112 07 32.80506(W)     ADJUSTED  
 DV0606* NAVD 88     -       327.438  (meters)    1074.27   (feet)  ADJUSTED  
 DV0606  ___________________________________________________________________
 DV0606  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DV0606  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0606  DYNAMIC HT  -         327.058 (meters)    1073.02  (feet)  COMP
 DV0606  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV0606
 DV0606  HORZ ORDER  -  SECOND
 DV0606  VERT ORDER  -  FIRST     CLASS II
 DV0606
 DV0606.The horizontal coordinates were established by classical geodetic methods
 DV0606.and adjusted by the National Geodetic Survey in August 1993.
 DV0606
 DV0606.The orthometric height was determined by differential leveling
 DV0606.and adjusted in November 1993.
 DV0606
 DV0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0606
 DV0606.The geoid height was determined by GEOID03.
 DV0606
 DV0606.The dynamic height is computed by dividing the NAVD 88
 DV0606.geopotential number by the normal gravity value computed on the
 DV0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0606.degrees latitude (g = 980.6199 gals.).
 DV0606
 DV0606.The modeled gravity was interpolated from observed gravity values.
 DV0606
 DV0606;                    North         East     Units Scale Factor Converg.
 DV0606;SPC AZ C     -   272,838.320   193,921.837   MT  0.99990466   -0 06 55.1
 DV0606;SPC AZ C     -   895,138.85    636,226.50   iFT  0.99990466   -0 06 55.1
 DV0606;UTM  12      - 3,702,905.576   395,381.439   MT  0.99973494   -0 37 14.8
 DV0606
 DV0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0606!SPC AZ C     -   0.99995331  x   0.99990466  =   0.99985797
 DV0606!UTM  12      -   0.99995331  x   0.99973494  =   0.99968826
 DV0606
 DV0606:                Primary Azimuth Mark                     Grid Az
 DV0606:SPC AZ C     -  PHOENIX RADIO STA KHAT MAST              044 47 45.5
 DV0606:UTM  12      -  PHOENIX RADIO STA KHAT MAST              045 18 05.2
 DV0606
 DV0606|---------------------------------------------------------------------|
 DV0606| PID    Reference Object                     Distance      Geod. Az  |
 DV0606|                                                           dddmmss.s |
 DV0606| DV2063 PHOENIX RADIO STA KHAT MAST         APPROX. 1.1 KM 0444050.4 |
 DV0606| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 4.8 KM 0970704.5 |
 DV0606| DV0607 SUTTON RM 1                          22.748 METERS 18547     |
 DV0606| DV0608 SUTTON RM 2                          29.863 METERS 35706     |
 DV0606| DV0609 SUTTON AZ MK                                       3590931.3 |
 DV0606|---------------------------------------------------------------------|
 DV0606
 DV0606                          SUPERSEDED SURVEY CONTROL
 DV0606
 DV0606  NAD 83(1986)-  33 27 37.75949(N)    112 07 32.81055(W) AD(       ) 2
 DV0606  NAD 27      -  33 27 37.60450(N)    112 07 30.26990(W) AD(       ) 2
 DV0606  NGVD 29 (??/??/92)  326.784  (m)         1072.12   (f) ADJ UNCH    1 2
 DV0606
 DV0606.Superseded values are not recommended for survey control.
 DV0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0606.See file dsdata.txt to determine how the superseded data were derived.
 DV0606
 DV0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9538102906(NAD 83)
 DV0606_MARKER: DE = TRAVERSE STATION DISK
 DV0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0606_STAMPING: SUTTON 1963
 DV0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0606+STABILITY: SURFACE MOTION
 DV0606
 DV0606  HISTORY     - Date     Condition        Report By
 DV0606  HISTORY     - 1963     MONUMENTED       CGS
 DV0606  HISTORY     - 1963     GOOD             CGS
 DV0606  HISTORY     - 1981     GOOD             AZDT
 DV0606  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0606  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0606
 DV0606                          STATION DESCRIPTION
 DV0606
 DV0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0606'STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF THE CENTER OF
 DV0606'PHOENIX, 0.6 MILE NORTH OF WEST VAN BUREN STREET, 0.4 MILE SOUTH
 DV0606'OF WEST MC DOWELL ROAD AND ON THE SUTTON SCHOOL GROUNDS ON THE
 DV0606'EAST SIDE OF NORTH 31ST AVENUE IN THE WEST SECTION OF PHOENIX.
 DV0606'
 DV0606'TO REACH FROM THE BLACK CANYON HIGHWAY AND WEST MC DOWELL ROAD
 DV0606'IN THE WEST SECTION OF PHOENIX, GO WEST ON WEST MC DOWELL ROAD
 DV0606'FOR 0.9 MILE TO THE INTERSECTION OF NORTH 31ST AVENUE, (AZIMUTH
 DV0606'MARK AND 1/4 CORNER MARK ARE LOCATED AT THIS INTERSECTION AS
 DV0606'DESCRIBED.), TURN LEFT AND GO SOUTH ON NORTH 31ST AVENUE FOR
 DV0606'0.4 MILE TO THE SUTTON SCHOOL ON LEFT AND STATION AS DESCRIBED.
 DV0606'
 DV0606'STATION MARK, A STANDARD TRAVERSE DISK STAMPED SUTTON 1963,
 DV0606'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH
 DV0606'WITH THE GROUND.  THE MARK IS 194.5 FEET NORTHWEST OF THE
 DV0606'NORTHWEST CORNER OF THE SUTTON SCHOOL LIBRARY, 30.5 FEET EAST
 DV0606'OF THE CENTER OF NORTH 31ST AVENUE, 13.2 FEET SOUTHWEST OF THE
 DV0606'NORTH END OF A SMALL BACK STOP, 11.8 FEET NORTHWEST OF THE
 DV0606'SOUTH END OF THE SMALL BACK STOP AND 7.5 FEET EAST OF FENCE.
 DV0606'
 DV0606'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SUTTON NO 1
 DV0606'1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DV0606'FLUSH WITH THE GROUND.  THE MARK IS 69 FEET SOUTH-SOUTHWEST OF THE
 DV0606'SOUTH END OF SMALL BACK STOP, 22.5 FEET EAST OF CENTER OF NORTH
 DV0606'31ST AVENUE AND 1 FOOT EAST OF FENCE.
 DV0606'
 DV0606'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SUTTON
 DV0606'NO 2 1963, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 DV0606'SET FLUSH WITH THE GROUND.  THE MARK IS 89.5 FEET NORTH-NORTHWEST
 DV0606'OF THE NORTH END OF A SMALL BACK STOP, 23 FEET EAST OF THE CENTER
 DV0606'OF NORTH 31ST AVENUE AND 1.5 FEET EAST OF THE FENCE.
 DV0606'
 DV0606'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK STAMPED SUTTON 1963,
 DV0606'IS SET IN A DRILL HOLE IN THE WEST CURB OF NORTH 31ST AVENUE.
 DV0606'THE MARK IS 49.5 FEET SOUTH OF THE CENTER OF WEST MC DOWELL
 DV0606'ROAD, 20.5 FEET EAST OF THE NORTHEAST CORNER OF THE VALLEY OF THE
 DV0606'SUN SCHOOL AND 20 FEET WEST OF THE CENTER OF NORTH 31ST AVENUE.
 DV0606'
 DV0606'1/4 CORNER, IS A PHOENIX CITY SURVEY MARK LOCATED AT THE
 DV0606'INTERSECTION OF WEST MC DOWELL ROAD AND NORTH 31ST AVENUE.
 DV0606'THE MARK IS IN THE APPROXIMATE CENTER OF INTERSECTION AND IS A
 DV0606'2-1/2 INCH CAP WITH A CROSS ON TOP.  THE MARK IS ABOUT 5
 DV0606'INCHES BELOW THE SURFACE OF THE ROAD AND IS UNDER A ROUND METAL
 DV0606'COVER.
 DV0606'
 DV0606'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 DV0606
 DV0606                          STATION RECOVERY (1963)
 DV0606
 DV0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0606'IN PHOENIX.
 DV0606'THE STATION IS LOCATED AT THE WEST SIDE OF THE SUTTON GRADE SCHOOL
 DV0606'GROUNDS, WHICH IS ABOUT 0.4 MILE SOUTH ALONG 31ST AVENUE FROM ITS
 DV0606'JUNCTION WITH WEST MCDOWELL ROAD IN THE WEST PART OF PHOENIX, 32 FEET
 DV0606'EAST OF THE CENTER OF 31ST AVENUE, 194 FEET NORTHWEST OF THE NORTHWEST
 DV0606'CORNER OF THE SCHOOL BUILDING, 8.4 FEET EAST OF A FENCE, ABOUT 0.5
 DV0606'FOOT BELOW THE LEVEL OF THE AVENUE, AND SET IN TOP OF A CONCRETE POST
 DV0606'FLUSH WITH THE GROUND.
 DV0606
 DV0606                          STATION RECOVERY (1981)
 DV0606
 DV0606'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0606'0.90 MILE (1.45 KM) WEST ALONG MCDOWELL ROAD FROM THE INTERSECTION OF
 DV0606'INTERSTATE 17 IN PHOENIX TO 31ST AVENUE, THENCE SOUTH 0.35 MILE
 DV0606'(0.56 KM) TO THE MARK ON THE LEFT, 7.6 FT (2.32 M) EAST OF NORTH-
 DV0606'SOUTH CHAIN LINK FENCE, 32.0 FT (9.75 M) EAST OF 31ST AVENUE
 DV0606'CENTERLINE, 8.0 FT (2.44 M) WEST OF CENTER OF CHAINLINK BACKSTOP.
 DV0606'STANDARD CGS BRASS CAP IN CONCRETE POST 0.2 FT (0.06 M) BELOW
 DV0606'SURFACE, IN THE SCHOOLYARD OF SUTTON SCHOOL.
 DV0606
 DV0606                          STATION RECOVERY (2006)
 DV0606
 DV0606'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0606'FOUND RM1
 DV0606
 DV0606                          STATION RECOVERY (2007)
 DV0606
 DV0606'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0609 ***********************************************************************
 DV0609  DESIGNATION -  SUTTON AZ MK
 DV0609  PID         -  DV0609
 DV0609  STATE/COUNTY-  AZ/MARICOPA
 DV0609  USGS QUAD   -  FOWLER (1982)
 DV0609
 DV0609                         *CURRENT SURVEY CONTROL
 DV0609  ___________________________________________________________________
 DV0609* NAD 83(1986)-  33 27 56.     (N)    112 07 34.     (W)     SCALED    
 DV0609* NAVD 88     -       329.52   (+/-2cm)    1081.1    (feet)  VERTCON   
 DV0609  ___________________________________________________________________
 DV0609  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0609
 DV0609.The horizontal coordinates were scaled from a topographic map and have
 DV0609.an estimated accuracy of +/- 6 seconds.
 DV0609
 DV0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0609.The vertical order pertains to the NGVD 29 superseded value.
 DV0609
 DV0609.The geoid height was determined by GEOID03.
 DV0609
 DV0609;                    North         East    Units  Estimated Accuracy
 DV0609;SPC AZ C     -   273,400.      193,890.      MT  (+/- 180 meters Scaled)
 DV0609
 DV0609                          SUPERSEDED SURVEY CONTROL
 DV0609
 DV0609  NGVD 29 (??/??/92)  328.885  (m)         1079.02   (f) ADJ UNCH    2 0
 DV0609
 DV0609.Superseded values are not recommended for survey control.
 DV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0609.See file dsdata.txt to determine how the superseded data were derived.
 DV0609
 DV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC953034(NAD 83)
 DV0609_MARKER: DZ = AZIMUTH MARK DISK
 DV0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0609_SP_SET: CURB
 DV0609_STAMPING: SUTTON 1963
 DV0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0609
 DV0609  HISTORY     - Date     Condition        Report By
 DV0609  HISTORY     - 1963     MONUMENTED       CGS
 DV0609  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0609  HISTORY     - 20061026 MARK NOT FOUND   GEOCAC
 DV0609
 DV0609                          STATION DESCRIPTION
 DV0609
 DV0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0609'IN PHOENIX.
 DV0609'AT THE INTERSECTION OF NORTH 31ST AVENUE AND WEST MCDOWELL ROAD IN THE
 DV0609'WEST PART OF PHOENIX, SET IN TOP OF THE CONCRETE CURB AT THE SOUTHWEST
 DV0609'CORNER OF THE INTERSECTION, 48 FEET SOUTH OF THE CENTER OF WEST
 DV0609'MCDOWELL ROAD, 18 FEET WEST OF THE CENTER OF NORTH 31ST AVENUE, 9 FEET
 DV0609'EAST OF A FENCE, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET.
 DV0609
 DV0609                          STATION RECOVERY (1996)
 DV0609
 DV0609'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0609'MARK NOT FOUND.
 DV0609
 DV0609                          STATION RECOVERY (2006)
 DV0609
 DV0609'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0607 ***********************************************************************
 DV0607  DESIGNATION -  SUTTON RM 1
 DV0607  PID         -  DV0607
 DV0607  STATE/COUNTY-  AZ/MARICOPA
 DV0607  USGS QUAD   -  FOWLER (1982)
 DV0607
 DV0607                         *CURRENT SURVEY CONTROL
 DV0607  ___________________________________________________________________
 DV0607* NAD 83(1986)-  33 27 38.     (N)    112 07 33.     (W)     SCALED    
 DV0607* NAVD 88     -       327.613  (meters)    1074.84   (feet)  ADJUSTED  
 DV0607  ___________________________________________________________________
 DV0607  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0607  DYNAMIC HT  -         327.232 (meters)    1073.59  (feet)  COMP
 DV0607  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV0607
 DV0607  VERT ORDER  -  FIRST     CLASS II
 DV0607
 DV0607.The horizontal coordinates were scaled from a topographic map and have
 DV0607.an estimated accuracy of +/- 6 seconds.
 DV0607
 DV0607.The orthometric height was determined by differential leveling
 DV0607.and adjusted in November 1993.
 DV0607
 DV0607.The geoid height was determined by GEOID03.
 DV0607
 DV0607.The dynamic height is computed by dividing the NAVD 88
 DV0607.geopotential number by the normal gravity value computed on the
 DV0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0607.degrees latitude (g = 980.6199 gals.).
 DV0607
 DV0607.The modeled gravity was interpolated from observed gravity values.
 DV0607
 DV0607;                    North         East    Units  Estimated Accuracy
 DV0607;SPC AZ C     -   272,850.      193,920.      MT  (+/- 180 meters Scaled)
 DV0607
 DV0607                          SUPERSEDED SURVEY CONTROL
 DV0607
 DV0607  NGVD 29 (??/??/92)  326.957  (m)         1072.69   (f) ADJ UNCH    1 2
 DV0607
 DV0607.Superseded values are not recommended for survey control.
 DV0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0607.See file dsdata.txt to determine how the superseded data were derived.
 DV0607
 DV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC953029(NAD 83)
 DV0607_MARKER: DR = REFERENCE MARK DISK
 DV0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0607_STAMPING: SUTTON NO 1 1963
 DV0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0607+STABILITY: SURFACE MOTION
 DV0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0607+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2007
 DV0607
 DV0607  HISTORY     - Date     Condition        Report By
 DV0607  HISTORY     - 1963     MONUMENTED       CGS
 DV0607  HISTORY     - 1981     GOOD             AZDT
 DV0607  HISTORY     - 20070412 GOOD             GEOCAC
 DV0607
 DV0607                          STATION DESCRIPTION
 DV0607
 DV0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0607'IN PHOENIX.
 DV0607'THE STATION IS LOCATED AT THE WEST SIDE OF THE SUTTON GRADE SCHOOL
 DV0607'GROUNDS WHICH IS ABOUT 0.4 MILE SOUTH ALONG 31ST AVENUE FROM ITS
 DV0607'JUNCTION WITH WEST MCDOWELL ROAD IN THE WEST PART OF PHOENIX, 74.8
 DV0607'FEET SOUTH OF TRAVERSE STATION SUTTON, 24.5 FEET EAST OF THE CENTER OF
 DV0607'31ST AVENUE, 133 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 DV0607'BUILDING, 1 FOOT EAST OF A FENCE, AND SET IN TOP OF A CONCRETE POST
 DV0607'FLUSH WITH THE GROUND.
 DV0607
 DV0607                          STATION RECOVERY (1981)
 DV0607
 DV0607'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0607'0.90 MILE (1.45 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV0607'INTERSECTION OF INTERSTATE 17 IN PHOENIX TO 31ST AVENUE.  THENCE SOUTH
 DV0607'0.35 MILE (0.56 KM) TO THE MARK ON THE LEFT.  24.5 FEET
 DV0607'(7.47 METERS) EAST OF CENTERLINE OF 31ST AVENUE.  1 FT (0.30 METER)
 DV0607'EAST OF A 6-FOOT CHAIN-LINK FENCE AROUND THE SUTTON ELEMENTARY SCHOOL
 DV0607'PLAYGROUND.  74.8 FT (22.80 METERS) SOUTH OF TRAVERSE STATION SUTTON
 DV0607
 DV0607                          STATION RECOVERY (2007)
 DV0607
 DV0607'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0608 ***********************************************************************
 DV0608  DESIGNATION -  SUTTON RM 2
 DV0608  PID         -  DV0608
 DV0608  STATE/COUNTY-  AZ/MARICOPA
 DV0608  USGS QUAD   -  FOWLER (1982)
 DV0608
 DV0608                         *CURRENT SURVEY CONTROL
 DV0608  ___________________________________________________________________
 DV0608* NAD 83(1986)-  33 27 38.     (N)    112 07 33.     (W)     SCALED    
 DV0608* NAVD 88     -       327.636  (meters)    1074.92   (feet)  ADJUSTED  
 DV0608  ___________________________________________________________________
 DV0608  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DV0608  DYNAMIC HT  -         327.255 (meters)    1073.67  (feet)  COMP
 DV0608  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 DV0608
 DV0608  VERT ORDER  -  FIRST     CLASS II
 DV0608
 DV0608.The horizontal coordinates were scaled from a topographic map and have
 DV0608.an estimated accuracy of +/- 6 seconds.
 DV0608
 DV0608.The orthometric height was determined by differential leveling
 DV0608.and adjusted in November 1993.
 DV0608
 DV0608.The geoid height was determined by GEOID03.
 DV0608
 DV0608.The dynamic height is computed by dividing the NAVD 88
 DV0608.geopotential number by the normal gravity value computed on the
 DV0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0608.degrees latitude (g = 980.6199 gals.).
 DV0608
 DV0608.The modeled gravity was interpolated from observed gravity values.
 DV0608
 DV0608;                    North         East    Units  Estimated Accuracy
 DV0608;SPC AZ C     -   272,850.      193,920.      MT  (+/- 180 meters Scaled)
 DV0608
 DV0608                          SUPERSEDED SURVEY CONTROL
 DV0608
 DV0608  NGVD 29 (??/??/92)  326.977  (m)         1072.76   (f) ADJ UNCH    1 2
 DV0608
 DV0608.Superseded values are not recommended for survey control.
 DV0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0608.See file dsdata.txt to determine how the superseded data were derived.
 DV0608
 DV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC953029(NAD 83)
 DV0608_MARKER: DR = REFERENCE MARK DISK
 DV0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0608_STAMPING: SUTTON NO 2 1963
 DV0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0608+STABILITY: SURFACE MOTION
 DV0608
 DV0608  HISTORY     - Date     Condition        Report By
 DV0608  HISTORY     - 1963     MONUMENTED       CGS
 DV0608  HISTORY     - 1981     GOOD             AZDT
 DV0608  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0608
 DV0608                          STATION DESCRIPTION
 DV0608
 DV0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0608'IN PHOENIX.
 DV0608'THE STATION IS LOCATED AT THE WEST SIDE OF THE SUTTON GRADE SCHOOL
 DV0608'GROUNDS WHICH IS ABOUT 0.4 MILE SOUTH ALONG 31ST AVENUE FROM ITS
 DV0608'JUNCTION WITH WEST MCDOWELL ROAD IN THE WEST PART OF PHOENIX, 98.0
 DV0608'FEET NORTH OF TRAVERSE STATION SUTTON, 25 FEET EAST OF THE CENTER OF
 DV0608'31ST AVENUE, 290 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 DV0608'BUILDING, 1.5 FEET EAST OF A FENCE, AND SET IN TOP OF A CONCRETE POST
 DV0608'FLUSH WITH THE GROUND.
 DV0608
 DV0608                          STATION RECOVERY (1981)
 DV0608
 DV0608'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0608'0.90 MILE (1.45 KM) WEST ALONG MCDOWELL ROAD FROM THE
 DV0608'INTERSECTION OF INTERSTATE 17 IN PHOENIX TO 31ST AVENUE.  THENCE SOUTH
 DV0608'0.35 MILE (0.56 KM) TO THE MARK ON THE LEFT.  25 FEET EAST OF
 DV0608'THE CENTER OF 31ST AVENUE.  1.5 FT (0.46 METER) EAST OF A SIX FT
 DV0608'CHAIN LINK FENCE AROUND THE SUTTON ELEMENTARY SCHOOL PLAYGROUND.
 DV0608'98.0 FT (29.87 METERS) NORTH OF TRAVERSE STATION SUTTON.
 DV0608
 DV0608                          STATION RECOVERY (2007)
 DV0608
 DV0608'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0641 ***********************************************************************
 DV0641  DESIGNATION -  SVEUM
 DV0641  PID         -  DV0641
 DV0641  STATE/COUNTY-  AZ/MARICOPA
 DV0641  USGS QUAD   -  PHOENIX (1982)
 DV0641
 DV0641                         *CURRENT SURVEY CONTROL
 DV0641  ___________________________________________________________________
 DV0641* NAD 83(1992)-  33 27 35.70267(N)    112 03 56.80176(W)     ADJUSTED  
 DV0641* NAVD 88     -       331.799  (meters)    1088.58   (feet)  ADJUSTED  
 DV0641  ___________________________________________________________________
 DV0641  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 DV0641  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0641  DYNAMIC HT  -         331.416 (meters)    1087.32  (feet)  COMP
 DV0641  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0641
 DV0641  HORZ ORDER  -  SECOND
 DV0641  VERT ORDER  -  SECOND    CLASS 0
 DV0641
 DV0641.The horizontal coordinates were established by classical geodetic methods
 DV0641.and adjusted by the National Geodetic Survey in August 1993.
 DV0641
 DV0641.The orthometric height was determined by differential leveling
 DV0641.and adjusted in November 1993.
 DV0641
 DV0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0641
 DV0641.The geoid height was determined by GEOID03.
 DV0641
 DV0641.The dynamic height is computed by dividing the NAVD 88
 DV0641.geopotential number by the normal gravity value computed on the
 DV0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0641.degrees latitude (g = 980.6199 gals.).
 DV0641
 DV0641.The modeled gravity was interpolated from observed gravity values.
 DV0641
 DV0641;                    North         East     Units Scale Factor Converg.
 DV0641;SPC AZ C     -   272,765.163   199,499.168   MT  0.99990237   -0 04 56.0
 DV0641;SPC AZ C     -   894,898.83    654,524.83   iFT  0.99990237   -0 04 56.0
 DV0641;UTM  12      - 3,702,783.241   400,956.928   MT  0.99972094   -0 35 15.6
 DV0641
 DV0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0641!SPC AZ C     -   0.99995260  x   0.99990237  =   0.99985498
 DV0641!UTM  12      -   0.99995260  x   0.99972094  =   0.99967355
 DV0641
 DV0641|---------------------------------------------------------------------|
 DV0641| PID    Reference Object                     Distance      Geod. Az  |
 DV0641|                                                           dddmmss.s |
 DV0641| DV0643 SVEUM RM 1                           15.078 METERS 04424     |
 DV0641| DV0642 SVEUM RM 2                           12.932 METERS 27023     |
 DV0641| DV0640 SVEUM AZ MK                                        2705827.2 |
 DV0641|---------------------------------------------------------------------|
 DV0641
 DV0641                          SUPERSEDED SURVEY CONTROL
 DV0641
 DV0641  NAD 83(1986)-  33 27 35.69691(N)    112 03 56.80718(W) AD(       ) 2
 DV0641  NAD 27      -  33 27 35.54070(N)    112 03 54.27230(W) AD(       ) 2
 DV0641  NGVD 29 (??/??/92)  331.138  (m)         1086.41   (f) ADJ UNCH    2 0
 DV0641
 DV0641.Superseded values are not recommended for survey control.
 DV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0641.See file dsdata.txt to determine how the superseded data were derived.
 DV0641
 DV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0095702783(NAD 83)
 DV0641_MARKER: DE = TRAVERSE STATION DISK
 DV0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0641_SP_SET: CURB
 DV0641_STAMPING: SVEUM 1963
 DV0641_MARK LOGO: CGS   
 DV0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0641
 DV0641  HISTORY     - Date     Condition        Report By
 DV0641  HISTORY     - 1963     MONUMENTED       CGS
 DV0641  HISTORY     - 1963     GOOD             CGS
 DV0641  HISTORY     - 1969     GOOD             AZHD
 DV0641  HISTORY     - 1971     GOOD             AZHD
 DV0641  HISTORY     - 1979     GOOD             AZDT
 DV0641  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 DV0641
 DV0641                          STATION DESCRIPTION
 DV0641
 DV0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0641'STATION IS LOCATED JUST WEST OF THE INTERSECTION OF NORTH 7TH
 DV0641'STREET AND EAST PORTLAND STREET IN THE NORTH CENTRAL PART OF
 DV0641'PHOENIX.
 DV0641'
 DV0641'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 7TH STREET
 DV0641'AND EAST PORTLAND STREET, GO WEST ON EAST PORTLAND STREET TO THE
 DV0641'THIRD HOUSE ON THE LEFT (535 EAST PORTLAND STREET) AND THE
 DV0641'STATION IN THE CURB AS DESCRIBED.
 DV0641'
 DV0641'STATION MARK, A STANDARD TRAVERSE DISK STAMPED SVEUM 1963, IS
 DV0641'SET IN A DRILL HOLE IN THE SOUTH CURB OF EAST PORTLAND STREET
 DV0641'IN FRONT OF HOUSE NUMBER 535.  THE MARK IS 7.3 FEET NORTH-NORTHEAST
 DV0641'OF THE EAST ONE OF TWO PALM TREES IN FRONT OF THE HOUSE, 15.4
 DV0641'FEET WEST OF THE CENTER OF THE DRIVEWAY, 18 FEET SOUTH OF THE
 DV0641'CENTER OF EAST PORTLAND STREET AND 57.5 FEET NORTH OF THE
 DV0641'NORTHEAST CORNER OF THE HOUSE.
 DV0641'
 DV0641'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED SVEUM NO 1 1963,
 DV0641'IS SET IN A DRILL HOLE IN THE NORTH CURB OF EAST PORTLAND
 DV0641'STREET IN FRONT OF HOUSE NUMBER 546.  THE MARK IS 18 FEET EAST OF
 DV0641'THE CENTER OF A DRIVEWAY, 18 FEET NORTH OF THE CENTER OF EAST
 DV0641'PORTLAND STREET, 19.4 FEET WEST OF A SIDEWALK AND 57.5 FEET
 DV0641'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 DV0641'
 DV0641'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED SVEUM NO 2
 DV0641'1963, IS SET IN A DRILL HOLE IN THE SOUTH CURB OF EAST PORTLAND
 DV0641'STREET IN FRONT OF HOUSE NUMBER 535.  THE MARK IS 2 FEET NORTH
 DV0641'OF THE WEST ONE OF TWO PALM TREES IN FRONT OF THE HOUSE, 8 FEET
 DV0641'EAST OF THE CENTER OF A DRIVEWAY, 18 FEET SOUTH OF THE CENTER
 DV0641'OF EAST PORTLAND STREET AND 57.4 FEET NORTH OF THE NORTHWEST
 DV0641'CORNER OF THE HOUSE.
 DV0641'
 DV0641'AZIMUTH MARK, A STANDARD DISK STAMPED SVEUM 1963, IS SET IN A
 DV0641'DRILL HOLE IN THE WEST CURB OF NORTH CENTRAL AVENUE AT THE
 DV0641'INTERSECTION OF NORTH CENTRAL AVENUE AND PORTLAND STREET.  THE
 DV0641'MARK IS IN THE NORTHWEST CORNER OF THE INTERSECTION, 42 FEET
 DV0641'NORTH OF THE CENTER OF PORTLAND STREET AND 66.7 FEET SOUTHEAST
 DV0641'OF THE SOUTHEAST CORNER OF THE GALLERIES NATIONAL BUILDING.
 DV0641'
 DV0641'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON EAST
 DV0641'PORTLAND STREET FOR 0.50 MILE TO NORTH CENTRAL AVENUE AND THE
 DV0641'MARK AS DESCRIBED.
 DV0641'
 DV0641'HEIGHT OF LIGHT ABOVE STATION MARK 1.67 METERS.
 DV0641
 DV0641                          STATION RECOVERY (1963)
 DV0641
 DV0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0641'IN PHOENIX.
 DV0641'ABOUT 50 YARDS WEST ON EAST PORTLAND STREET FROM THE INTERSECTION OF
 DV0641'EAST PORTLAND STREET AND NORTH 7TH STREET IN PHOENIX, ABOUT 0.5 MILE
 DV0641'EAST OF NORTH CENTRAL AVENUE, 18 FEET SOUTH OF THE CENTER OF EAST
 DV0641'PORTLAND STREET, 15 FEET WEST OF THE CENTER OF A-DRIVE-WAY TO HOUSE
 DV0641'NO. 535, 58 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE NO. 535, ABOUT
 DV0641'0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF THE SOUTH
 DV0641'CONCRETE CURB OF EAST PORTLAND STREET.
 DV0641
 DV0641                          STATION RECOVERY (1969)
 DV0641
 DV0641'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (EHT)
 DV0641'GENERAL LOCATION PHOENIX
 DV0641'
 DV0641'STATION MARK ALL MARKS RECOVERED IN GOOD CONDITION
 DV0641'DESCRIPTION IS ADEQUATE
 DV0641
 DV0641                          STATION RECOVERY (1971)
 DV0641
 DV0641'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RM)
 DV0641'GENERAL LOCATION 7TH ST AND PORTLAND ST
 DV0641'
 DV0641'STATION MARK GOOD SHAPE
 DV0641'
 DV0641'REFERENCE MARKS R.M. 1 HAS BEEN PRYED OF OF THE CURB
 DV0641'BUT THE SHANK IS STILL IN THE CONCRETE.
 DV0641'
 DV0641'AZIMUTH MARK GOOD SHAPE
 DV0641
 DV0641                          STATION RECOVERY (1979)
 DV0641
 DV0641'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0641'RECOVERED IN GOOD CONDITION.
 DV0641
 DV0641                          STATION RECOVERY (2006)
 DV0641
 DV0641'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DV0641'EAST PORTLAND STREET HAS BEEN WIDENED AND THE CURBS REPLACED. EXAMINED
 DV0641'AREAS DESCRIBED AND UNABLE TO LOCATE THE STATION, THE REFERENCE MARKS,
 DV0641'OR THE AZIMUTH.
 DV0641'THE CURB HAS BEEN REPLACED AT THE NORTHWEST CORNER OF CENTRAL AVENUE
 DV0641'AND PORTLAND STREET, THE DESCRIBED AZIMUTH LOCATION. A NAIL SURROUNDED
 DV0641'BY A PLASTIC RING LABELED SURVEY MARKER IS LOCATED IN THE APPROXIMATE
 DV0641'POSITION OF REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0640 ***********************************************************************
 DV0640  DESIGNATION -  SVEUM AZ MK
 DV0640  PID         -  DV0640
 DV0640  STATE/COUNTY-  AZ/MARICOPA
 DV0640  USGS QUAD   -  PHOENIX (1982)
 DV0640
 DV0640                         *CURRENT SURVEY CONTROL
 DV0640  ___________________________________________________________________
 DV0640* NAD 83(1986)-  33 27 36.     (N)    112 04 27.     (W)     SCALED    
 DV0640* NAVD 88     -       330.872  (meters)    1085.54   (feet)  ADJUSTED  
 DV0640  ___________________________________________________________________
 DV0640  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0640  DYNAMIC HT  -         330.490 (meters)    1084.28  (feet)  COMP
 DV0640  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV0640
 DV0640  VERT ORDER  -  SECOND    CLASS 0
 DV0640
 DV0640.The horizontal coordinates were scaled from a topographic map and have
 DV0640.an estimated accuracy of +/- 6 seconds.
 DV0640
 DV0640.The orthometric height was determined by differential leveling
 DV0640.and adjusted in November 1993.
 DV0640
 DV0640.The geoid height was determined by GEOID03.
 DV0640
 DV0640.The dynamic height is computed by dividing the NAVD 88
 DV0640.geopotential number by the normal gravity value computed on the
 DV0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0640.degrees latitude (g = 980.6199 gals.).
 DV0640
 DV0640.The modeled gravity was interpolated from observed gravity values.
 DV0640
 DV0640;                    North         East    Units  Estimated Accuracy
 DV0640;SPC AZ C     -   272,780.      198,720.      MT  (+/- 180 meters Scaled)
 DV0640
 DV0640                          SUPERSEDED SURVEY CONTROL
 DV0640
 DV0640  NGVD 29 (??/??/92)  330.213  (m)         1083.37   (f) ADJ UNCH    2 0
 DV0640
 DV0640.Superseded values are not recommended for survey control.
 DV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0640.See file dsdata.txt to determine how the superseded data were derived.
 DV0640
 DV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC001028(NAD 83)
 DV0640_MARKER: DZ = AZIMUTH MARK DISK
 DV0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0640_SP_SET: CURB
 DV0640_STAMPING: SVEUM 1963
 DV0640_MARK LOGO: CGS   
 DV0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0640
 DV0640  HISTORY     - Date     Condition        Report By
 DV0640  HISTORY     - 1963     MONUMENTED       CGS
 DV0640  HISTORY     - 1979     GOOD             AZDT
 DV0640  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0640
 DV0640                          STATION DESCRIPTION
 DV0640
 DV0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0640'IN PHOENIX.
 DV0640'AT THE INTERSECTION OF NORTH CENTRAL AVENUE AND PORTLAND STREET IN
 DV0640'PHOENIX, 41 FEET NORTH OF THE CENTER OF PORTLAND STREET, 13.5 FEET
 DV0640'NORTH OF THE NORTH EDGE OF THE SIDEWALK, 15.7 FEET EAST OF THE EAST
 DV0640'EDGE OF THE SIDEWALK, 22.7 FEET SOUTHEAST OF A STREET LIGHT POLE,
 DV0640'ABOUT LEVEL WITH THE AVENUE, AND IS SET IN TOP OF THE WEST CONCRETE
 DV0640'CURB OF NORTH CENTRAL AVENUE.
 DV0640
 DV0640                          STATION RECOVERY (1979)
 DV0640
 DV0640'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0640'RECOVERED IN GOOD CONDITION.
 DV0640
 DV0640                          STATION RECOVERY (2006)
 DV0640
 DV0640'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0643 ***********************************************************************
 DV0643  DESIGNATION -  SVEUM RM 1
 DV0643  PID         -  DV0643
 DV0643  STATE/COUNTY-  AZ/MARICOPA
 DV0643  USGS QUAD   -  PHOENIX (1982)
 DV0643
 DV0643                         *CURRENT SURVEY CONTROL
 DV0643  ___________________________________________________________________
 DV0643* NAD 83(1986)-  33 27 35.     (N)    112 03 57.     (W)     SCALED    
 DV0643* NAVD 88     -       331.849  (meters)    1088.74   (feet)  ADJUSTED  
 DV0643  ___________________________________________________________________
 DV0643  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0643  DYNAMIC HT  -         331.465 (meters)    1087.48  (feet)  COMP
 DV0643  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0643
 DV0643  VERT ORDER  -  SECOND    CLASS 0
 DV0643
 DV0643.The horizontal coordinates were scaled from a topographic map and have
 DV0643.an estimated accuracy of +/- 6 seconds.
 DV0643
 DV0643.The orthometric height was determined by differential leveling
 DV0643.and adjusted in November 1993.
 DV0643
 DV0643.The geoid height was determined by GEOID03.
 DV0643
 DV0643.The dynamic height is computed by dividing the NAVD 88
 DV0643.geopotential number by the normal gravity value computed on the
 DV0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0643.degrees latitude (g = 980.6199 gals.).
 DV0643
 DV0643.The modeled gravity was interpolated from observed gravity values.
 DV0643
 DV0643;                    North         East    Units  Estimated Accuracy
 DV0643;SPC AZ C     -   272,740.      199,490.      MT  (+/- 180 meters Scaled)
 DV0643
 DV0643                          SUPERSEDED SURVEY CONTROL
 DV0643
 DV0643  NGVD 29 (??/??/92)  331.189  (m)         1086.58   (f) ADJ UNCH    2 0
 DV0643
 DV0643.Superseded values are not recommended for survey control.
 DV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0643.See file dsdata.txt to determine how the superseded data were derived.
 DV0643
 DV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC009027(NAD 83)
 DV0643_MARKER: DR = REFERENCE MARK DISK
 DV0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0643_SP_SET: CURB
 DV0643_STAMPING: SVEUM NO 1 1963
 DV0643_MARK LOGO: CGS   
 DV0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0643
 DV0643  HISTORY     - Date     Condition        Report By
 DV0643  HISTORY     - 1963     MONUMENTED       CGS
 DV0643  HISTORY     - 1979     GOOD             AZDT
 DV0643  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 DV0643
 DV0643                          STATION DESCRIPTION
 DV0643
 DV0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0643'IN PHOENIX.
 DV0643'ABOUT 50 YARDS WEST ON EAST PORTLAND STREET FROM THE INTERSECTION OF
 DV0643'EAST PORTLAND STREET AND NORTH 7TH STREET IN PHOENIX, ABOUT 0.5 MILE
 DV0643'EAST OF NORTH CENTRAL AVENUE, 37.5 FEET NORTH OF TRAVERSE STATION
 DV0643'SVEUM, 20 FEET NORTH OF THE CENTER OF EAST PORTLAND STREET, 12 FEET
 DV0643'WEST OF THE CENTER OF A DRIVE TO CITY CLUB FINISHED STUDIOS, AND SET
 DV0643'IN TOP OF THE NORTH CONCRETE CURB OF EAST PORTLAND STREET.
 DV0643
 DV0643                          STATION RECOVERY (1979)
 DV0643
 DV0643'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0643'RECOVERED IN GOOD CONDITION.
 DV0643
 DV0643                          STATION RECOVERY (2006)
 DV0643
 DV0643'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DV0643'EAST PORTLAND STREET HAS BEEN WIDENED AND THE CURBS REPLACED. A NAIL
 DV0643'SURROUNDED BY A PLASTIC RING LABELED SURVEY MARKER IS LOCATED IN THE
 DV0643'APPROXIMATE POSITION OF REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0642 ***********************************************************************
 DV0642  DESIGNATION -  SVEUM RM 2
 DV0642  PID         -  DV0642
 DV0642  STATE/COUNTY-  AZ/MARICOPA
 DV0642  USGS QUAD   -  PHOENIX (1982)
 DV0642
 DV0642                         *CURRENT SURVEY CONTROL
 DV0642  ___________________________________________________________________
 DV0642* NAD 83(1986)-  33 27 35.     (N)    112 03 57.     (W)     SCALED    
 DV0642* NAVD 88     -       331.781  (meters)    1088.52   (feet)  ADJUSTED  
 DV0642  ___________________________________________________________________
 DV0642  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0642  DYNAMIC HT  -         331.398 (meters)    1087.26  (feet)  COMP
 DV0642  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0642
 DV0642  VERT ORDER  -  SECOND    CLASS 0
 DV0642
 DV0642.The horizontal coordinates were scaled from a topographic map and have
 DV0642.an estimated accuracy of +/- 6 seconds.
 DV0642
 DV0642.The orthometric height was determined by differential leveling
 DV0642.and adjusted in November 1993.
 DV0642
 DV0642.The geoid height was determined by GEOID03.
 DV0642
 DV0642.The dynamic height is computed by dividing the NAVD 88
 DV0642.geopotential number by the normal gravity value computed on the
 DV0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0642.degrees latitude (g = 980.6199 gals.).
 DV0642
 DV0642.The modeled gravity was interpolated from observed gravity values.
 DV0642
 DV0642;                    North         East    Units  Estimated Accuracy
 DV0642;SPC AZ C     -   272,740.      199,490.      MT  (+/- 180 meters Scaled)
 DV0642
 DV0642                          SUPERSEDED SURVEY CONTROL
 DV0642
 DV0642  NGVD 29 (??/??/92)  331.120  (m)         1086.35   (f) ADJ UNCH    2 0
 DV0642
 DV0642.Superseded values are not recommended for survey control.
 DV0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0642.See file dsdata.txt to determine how the superseded data were derived.
 DV0642
 DV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC009027(NAD 83)
 DV0642_MARKER: DR = REFERENCE MARK DISK
 DV0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0642_SP_SET: CURB
 DV0642_STAMPING: SVEUM NO 2 1963
 DV0642_MARK LOGO: CGS   
 DV0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0642
 DV0642  HISTORY     - Date     Condition        Report By
 DV0642  HISTORY     - 1963     MONUMENTED       CGS
 DV0642  HISTORY     - 1979     GOOD             AZDT
 DV0642  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 DV0642
 DV0642                          STATION DESCRIPTION
 DV0642
 DV0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0642'IN PHOENIX.
 DV0642'ABOUT 50 YARDS WEST ON EAST PORTLAND STREET FROM THE INTERSECTION OF
 DV0642'EAST PORTLAND STREET AND NORTH 7TH STREET IN PHOENIX, ABOUT 0.5 MILE
 DV0642'EAST OF NORTH CENTRAL AVENUE, 42.0 FEET WEST OF TRAVERSE STATION
 DV0642'SVEUM, 18 FEET SOUTH OF THE CENTER OF EAST PORTLAND STREET, 58 FEET
 DV0642'NORTH OF THE NORTHWEST CORNER OF HOUSE NO. 535, AND SET IN THE TOP OF
 DV0642'THE SOUTH CONCRETE CURB OF EAST PORTLAND STREET.
 DV0642
 DV0642                          STATION RECOVERY (1979)
 DV0642
 DV0642'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0642'RECOVERED IN GOOD CONDITION.
 DV0642
 DV0642                          STATION RECOVERY (2006)
 DV0642
 DV0642'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DV0642'EAST PORTLAND STREET HAS BEEN WIDENED AND THE CURBS REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0510 ***********************************************************************
 CZ0510  DESIGNATION -  SW COR
 CZ0510  PID         -  CZ0510
 CZ0510  STATE/COUNTY-  AZ/PIMA
 CZ0510  USGS QUAD   -  MARANA (1992)
 CZ0510
 CZ0510                         *CURRENT SURVEY CONTROL
 CZ0510  ___________________________________________________________________
 CZ0510* NAD 83(1986)-  32 25 37.     (N)    111 08 14.     (W)     SCALED    
 CZ0510* NAVD 88     -       646.32   (+/-2cm)    2120.5    (feet)  VERTCON   
 CZ0510  ___________________________________________________________________
 CZ0510  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0510
 CZ0510.The horizontal coordinates were scaled from a topographic map and have
 CZ0510.an estimated accuracy of +/- 6 seconds.
 CZ0510
 CZ0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0510.The vertical order pertains to the NGVD 29 superseded value.
 CZ0510
 CZ0510.The geoid height was determined by GEOID03.
 CZ0510
 CZ0510;                    North         East    Units  Estimated Accuracy
 CZ0510;SPC AZ C     -   158,470.      286,660.      MT  (+/- 180 meters Scaled)
 CZ0510
 CZ0510                          SUPERSEDED SURVEY CONTROL
 CZ0510
 CZ0510  NGVD 29 (??/??/92)  645.69   (m)         2118.4    (f) COMPUTED    2 0
 CZ0510
 CZ0510.Superseded values are not recommended for survey control.
 CZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0510.See file dsdata.txt to determine how the superseded data were derived.
 CZ0510
 CZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA870877(NAD 83)
 CZ0510_MARKER: P = PIPE CAP
 CZ0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0510_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0510
 CZ0510  HISTORY     - Date     Condition        Report By
 CZ0510  HISTORY     - UNK      MONUMENTED       USE
 CZ0510  HISTORY     - 1962     GOOD             NGS
 CZ0510
 CZ0510                          STATION DESCRIPTION
 CZ0510
 CZ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0510'2.8 MI NE FROM RILLITO.
 CZ0510'FROM THE RAILROAD STATION IN RILLITO GO NORTHWEST ON STATE HIGHWAY 84
 CZ0510'FOR 1.1 MILES THENCE EAST ON AN OILED ROAD FOR 1.55 MILES, THENCE
 CZ0510'NORTHWEST FOR 0.25 MILE TO THE MARK.  IT IS 4.5 FEET SOUTHWEST OF A
 CZ0510'WHITE WITNESS POST, 2 FEET WEST OF A FENCE, AND CONSISTS OF A BRONZE
 CZ0510'CAP SECURED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 2
 CZ0510'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1080 ***********************************************************************
 ET1080  DESIGNATION -  SWANSEA
 ET1080  PID         -  ET1080
 ET1080  STATE/COUNTY-  AZ/LA PAZ
 ET1080  USGS QUAD   -  BUTLER PASS (1990)
 ET1080
 ET1080                         *CURRENT SURVEY CONTROL
 ET1080  ___________________________________________________________________
 ET1080* NAD 83(1992)-  34 05 08.59374(N)    113 46 14.86414(W)     ADJUSTED  
 ET1080* NAVD 88     -       919.9    (meters)    3018.     (feet)  VERTCON   
 ET1080  ___________________________________________________________________
 ET1080  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 ET1080  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 ET1080  HORZ ORDER  -  FIRST
 ET1080
 ET1080.The horizontal coordinates were established by classical geodetic methods
 ET1080.and adjusted by the National Geodetic Survey in August 1993.
 ET1080
 ET1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1080
 ET1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1080
 ET1080.The geoid height was determined by GEOID03.
 ET1080
 ET1080;                    North         East     Units Scale Factor Converg.
 ET1080;SPC AZ W     -   342,172.888   211,440.863   MT  0.99993338   -0 00 42.0
 ET1080;SPC AZ W     - 1,122,614.46    693,703.62   iFT  0.99993338   -0 00 42.0
 ET1080;UTM  12      - 3,775,126.618   244,342.998   MT  1.00040578   -1 33 13.3
 ET1080
 ET1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1080!SPC AZ W     -   0.99986038  x   0.99993338  =   0.99979377
 ET1080!UTM  12      -   0.99986038  x   1.00040578  =   1.00026610
 ET1080
 ET1080|---------------------------------------------------------------------|
 ET1080| PID    Reference Object                     Distance      Geod. Az  |
 ET1080|                                                           dddmmss.s |
 ET1080| CH3458 SWANSEA RM 1                          9.434 METERS 17943     |
 ET1080| CH3457 SWANSEA AZ MK                                      2345436.5 |
 ET1080| CH3459 SWANSEA RM 2                         11.919 METERS 32004     |
 ET1080|---------------------------------------------------------------------|
 ET1080
 ET1080                          SUPERSEDED SURVEY CONTROL
 ET1080
 ET1080  NAD 83(1986)-  34 05 08.59141(N)    113 46 14.87272(W) AD(       ) 1
 ET1080  NAD 27      -  34 05 08.51200(N)    113 46 12.10500(W) AD(       ) 1
 ET1080  NGVD 29 (07/19/86)  919.2    (m)         3016.     (f) VERT ANG    3  
 ET1080
 ET1080.Superseded values are not recommended for survey control.
 ET1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1080.See file dsdata.txt to determine how the superseded data were derived.
 ET1080
 ET1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4434375127(NAD 83)
 ET1080_MARKER: DS = TRIANGULATION STATION DISK
 ET1080_SETTING: 66 = SET IN ROCK OUTCROP
 ET1080
 ET1080  HISTORY     - Date     Condition        Report By
 ET1080  HISTORY     - 1948     MONUMENTED       CGS
 ET1080
 ET1080                          STATION DESCRIPTION
 ET1080
 ET1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1080'STATION LOCATED ON THE HIGHEST POINT OF A HIGH, PROMINENT,
 ET1080'ROCKY PEAK ABOUT MIDWAY OF THE BUCKSKIN MOUNTAIN RANGE, ON
 ET1080'THE NORTH SIDE OF BUTLER VALLEY, ABOUT 22.5 MILES AIRLINE
 ET1080'NORTHWEST OF SALOME, 20 MILES NORTHEAST OF BOUSE, 18.5 MILES
 ET1080'AIRLINE SOUTHWEST OF ALAMO CROSSING, 7.0 MILES AIRLINE SOUTHEAST
 ET1080'OF THE OLD SWANSEA MINE, 6 FEET NORTHWEST OF CAIRN, SET FLUSH,
 ET1080'AND STAMPED, SWANSEA 1948.
 ET1080'
 ET1080'REFERENCE MARK NO. 1 IS APPROXIMATELY 24 INCHES LOWER THAN
 ET1080'STATION, PROJECTS 12 INCHES, AND STAMPED, SWANSEA NO 1 1948.
 ET1080'
 ET1080'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 ET1080'STATION, PROJECTS 12 INCHES, AND STAMPED, SWANSEA NO 2 1948.
 ET1080'
 ET1080'AZIMUTH MARK IS LOCATED 50 YARDS NORTH OF THE SOUTH END OF
 ET1080'A RIDGE RUNNING IN A NORTH AND SOUTH DIRECTION, 50 YARDS
 ET1080'SOUTH OF WHERE ROAD CROSSES RIDGE, 12 FEET SOUTHEAST OF A
 ET1080'WHITE WITNESS POST, PROJECTS 20 INCHES, AND STAMPED, SWANSEA
 ET1080'1948.
 ET1080'
 ET1080'TO REACH FROM WENDEN, GO NORTH ON BLADED ROAD FOR 11.3 MILES
 ET1080'TO FORKS.  TAKE LEFT FORK AND GO 9.4 MILES TO FORKS AND GREEN
 ET1080'BUILDING.  TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.2 MILE TO
 ET1080'CROSSROAD.  TAKE ROAD TO EXTREME LEFT AND GO 4.5 MILES TO
 ET1080'WHERE ROAD CROSSES SMALL WASH.  TURN RIGHT UP WASH FOR 0.2 MILE
 ET1080'TO FORK IN WASH.  TAKE RIGHT FORK AND CONTINUE UP WASH FOR
 ET1080'0.4 MILE TO WHERE A TRACK ROAD CAN BE FOUND ON LEFT, WEST,
 ET1080'SIDE OF WASH.  LEAVE WASH AND FOLLOW TRACK ROAD FOR 1.25 MILE
 ET1080'TO WHERE ROAD GOES OVER RIDGE AND END OF TRUCK TRAVEL
 ET1080'(AZIMUTH MARK IS AT THIS POINT AS DESCRIBED ABOVE).  WITH A
 ET1080'FOUR WHEEL DRIVE VEHICLE IT IS POSSIBLE TO DRIVE FURTHER, BY
 ET1080'GOING DOWN EAST SIDE OF RIDGE AND DROPPING INTO WASH,
 ET1080'THENCE UP WASH FOR 0.75 MILE TO FORK IN WASH.  TAKE RIGHT
 ET1080'FORK AND GO ABOUT 0.3 MILE.  LEAVE WASH, GOING TO THE RIGHT
 ET1080'AND UP RIDGE TO TOP, THENCE NORTHERLY ALONG RIDGE TO
 ET1080'POINT JUST BEFORE GETTING TO A ROCKY POINT.  DROP DOWN INTO
 ET1080'WASH ON RIGHT AND FOLLOW UP THIS WASH FOR SHORT DISTANCE
 ET1080'TO FORK IN WASH.  LEAVE WASH, GOING UP RIDGE IN THE FORK
 ET1080'OF THE TWO WASHES, TO A EAST-WEST RIDGE.  TURN RIGHT AND GO
 ET1080'UP THIS RIDGE AS FAR AS POSSIBLE TO END OF TRUCK TRAVEL.
 ET1080'PACK UP RIDGE IN NORTHEASTERLY DIRECTION TO HIGHEST POINT AND
 ET1080'STATION AS DESCRIBED ABOVE.  BY USING A FOUR WHEEL DRIVE
 ET1080'VEHICLE THE PACK IS 20 MINUTES, OTHERWISE IT IS A 1 AND
 ET1080'1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2145 ***********************************************************************
 DU2145  DESIGNATION -  SWEET
 DU2145  PID         -  DU2145
 DU2145  STATE/COUNTY-  AZ/PINAL
 DU2145  USGS QUAD   -  GILA BUTTE SE (1981)
 DU2145
 DU2145                         *CURRENT SURVEY CONTROL
 DU2145  ___________________________________________________________________
 DU2145* NAD 83(1992)-  33 01 41.57740(N)    111 46 45.43364(W)     ADJUSTED  
 DU2145* NAVD 88     -       554.2    (meters)    1818.     (feet)  VERTCON   
 DU2145  ___________________________________________________________________
 DU2145  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DU2145  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU2145  HORZ ORDER  -  FIRST
 DU2145
 DU2145.The horizontal coordinates were established by classical geodetic methods
 DU2145.and adjusted by the National Geodetic Survey in August 1993.
 DU2145
 DU2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2145
 DU2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2145
 DU2145.The geoid height was determined by GEOID03.
 DU2145
 DU2145;                    North         East     Units Scale Factor Converg.
 DU2145;SPC AZ C     -   224,888.896   226,193.194   MT  0.99990203   +0 04 29.6
 DU2145;SPC AZ C     -   737,824.46    742,103.65   iFT  0.99990203   +0 04 29.6
 DU2145;UTM  12      - 3,654,684.737   427,224.506   MT  0.99966530   -0 25 29.2
 DU2145
 DU2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2145!SPC AZ C     -   0.99991770  x   0.99990203  =   0.99981974
 DU2145!UTM  12      -   0.99991770  x   0.99966530  =   0.99958303
 DU2145
 DU2145|---------------------------------------------------------------------|
 DU2145| PID    Reference Object                     Distance      Geod. Az  |
 DU2145|                                                           dddmmss.s |
 DU2145| CH5533 SWEET RM 1                           15.295 METERS 02409     |
 DU2145| DU2117 SACATON WATER TANK                  APPROX. 6.8 KM 0315553.9 |
 DU2145| DU2115 SACATON WATER TANK OLD              APPROX. 6.9 KM 0315616.4 |
 DU2145| DU2116 AIRWAY BEACON AT AIRPORT 34 A       APPROX. 6.6 KM 0454013.9 |
 DU2145| DU2114 PHOENIX TUCSON AWY BCN 3 A          APPROX. 4.7 KM 0670552.6 |
 DU2145| DU2118 SACATON PEAK AIR BEACON             APPROX.10.2 KM 1054659.8 |
 DU2145| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX.17.0 KM 1712707.8 |
 DU2145| CH5532 SWEET AZ MK                                        1735434.4 |
 DU2145| CH5534 SWEET RM 2                           10.877 METERS 30900     |
 DU2145|---------------------------------------------------------------------|
 DU2145
 DU2145                          SUPERSEDED SURVEY CONTROL
 DU2145
 DU2145  NAD 83(1986)-  33 01 41.57032(N)    111 46 45.43613(W) AD(       ) 1
 DU2145  NAD 27      -  33 01 41.36543(N)    111 46 42.95516(W) AD(       ) 1
 DU2145  NGVD 29 (07/19/86)  553.7    (m)         1817.     (f) VERT ANG    3  
 DU2145
 DU2145.Superseded values are not recommended for survey control.
 DU2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2145.See file dsdata.txt to determine how the superseded data were derived.
 DU2145
 DU2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2722554685(NAD 83)
 DU2145_MARKER: DS = TRIANGULATION STATION DISK
 DU2145_SETTING: 80 = SET IN A BOULDER
 DU2145_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2145+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2007
 DU2145
 DU2145  HISTORY     - Date     Condition        Report By
 DU2145  HISTORY     - 1935     MONUMENTED       CGS
 DU2145  HISTORY     - 1962     GOOD             CGS
 DU2145  HISTORY     - 1975     GOOD             LOCENG
 DU2145  HISTORY     - 1976     GOOD             NGS
 DU2145  HISTORY     - 20070528 GOOD             GEOCAC
 DU2145
 DU2145                          STATION DESCRIPTION
 DU2145
 DU2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2145'ABOUT 7 MILES NORTH OF CASA GRANDE ON THE SECOND AND HIGHEST
 DU2145'HILL EAST OF THE ROAD, AND ABOUT 0.3 MILE FROM THE ROAD.
 DU2145'MARKED BY A STANDARD BRONZE DISK.
 DU2145'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2145'IS 15.298 METERS (50.19 FEET FROM STATION
 DU2145'N 24 DEG 10 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2145'REFERENCE DISK, IS 11.985 METERS (39.32 FEET) FROM
 DU2145'STATION N 61 DEG 00 MIN W.  SACATON, WATER TANK MAY
 DU2145'BE USED AS AN AZIMUTH MARK.
 DU2145
 DU2145                          STATION RECOVERY (1962)
 DU2145
 DU2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DU2145'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DU2145'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 DU2145'TO BOTH REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 DU2145'AN AZIMUTH MARK WAS SET AT THIS TIME.
 DU2145'
 DU2145'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 DU2145'THE NORTHWEST END OF A SMALL CONCRETE HEADWALL OF A CULVERT
 DU2145'AND IS STAMPED SWEET 1935.  THE MARK IS 21 FEET NORTHEAST OF
 DU2145'THE CENTER OF STATE HIGHWAY 93.
 DU2145'
 DU2145'THE ORIGINAL DESCRIPTION TO THE STATION IS ADEQUATE, A NEW
 DU2145'TO REACH FOLLOWS.
 DU2145'
 DU2145'TO REACH THE STATION FROM THE INTERSECTION OF EAST BOSTON STREET
 DU2145'AND ARIZONA AVENUE IN CHANDLER, GO SOUTH ON ARIZONA AVENUE
 DU2145'(STATE HIGHWAYS 87 AND 93) FOR 6.6 MILES TO THE JUNCTION
 DU2145'OF STATE HIGHWAYS 87 AND 93, CONTINUE SOUTH ON STATE HIGHWAY
 DU2145'93 FOR 6.0 MILES TO A CROSSROAD AND SIGN INDIAN HOSPITAL,
 DU2145'CONTINUE SOUTH AND SOUTHEASTERLY ON STATE HIGHWAY 93 FOR 7.4
 DU2145'MILES TO A PIPELINE, CONTINUE SOUTHEAST FOR 0.85 MILE TO
 DU2145'ANOTHER PIPELINE CROSSING, (CONTINUE SOUTHEAST ON STATE HIGHWAY
 DU2145'93 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT) TURN LEFT,
 DU2145'GO NORTHWEST ON PIPELINE ROAD FOR 0.25 MILE TO A TRACK
 DU2145'ROAD RIGHT, TURN RIGHT, GO EAST-NORTHEAST ON TRACK ROAD
 DU2145'FOR 0.2 MILE TO FORKS, KEEP RIGHT, GO NORTHEAST FOR 0.1
 DU2145'MILE TO THE BASE OF ROCKY HILL AND END OF TRUCK TRAVEL,
 DU2145'PACK NORTHEAST TO TOP OF HILL AND STATION.  (ABOUT 15
 DU2145'MINUTE PACK).
 DU2145
 DU2145                          STATION RECOVERY (1975)
 DU2145
 DU2145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 DU2145'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DU2145
 DU2145                          STATION RECOVERY (1976)
 DU2145
 DU2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DU2145'THE STATION WAS RECOVERED AS DESCRIBED AND STATION MARK AND
 DU2145'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 DU2145'NOT SEARCHED FOR AT THIS TIME.
 DU2145'
 DU2145'THE 1962 TO REACH DESCRIPTION IS ADEQUATE EXCEPT THE ROUTE TO THE
 DU2145'STATION NOW CROSSES OVER INTERSTATE 10 AND ABOUT 3 MILES PAST I-10
 DU2145'THE ROAD IS CLOSED.  PROCEED AROUND TO THE RIGHT OF THE ROAD BLOCK
 DU2145'AND BACK ON TO THE OLD HIGHWAY IN ABOUT 150 YARDS.  AT THE SECOND
 DU2145'PIPE LINE CROSSING, TURN LEFT ON TO A TRACK ROAD AND CONTINUE AS
 DU2145'DESCRIBED.
 DU2145'
 DU2145'AN ALTERNATE TO REACH DESCRIPTION FOLLOWS--
 DU2145'
 DU2145'FROM THE INTERSECTION OF STATE ROUTE 87 AND WILLIAMSFIELD ROAD IN
 DU2145'CHANDLER, GO SOUTH ON STATE ROUTE 87 AND 7 MILES TO A Y
 DU2145'INTERSECTION, TAKE THE ROAD AHEAD (STATE ROUTE 93) AND GO SOUTH 6
 DU2145'MILES TO JUNCTION OF I-10, TAKE SOUTHBOUND LANE OF I-10 FOR
 DU2145'7 MILES AND TO THE STATION ON THE RIGHT.
 DU2145'
 DU2145'IF MUCH EQUIPMENT MUST BE PACKED IN TO STATION, THE 1962 ROUTE WILL
 DU2145'BE THE EASIEST.
 DU2145'
 DU2145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH
 DU2145'OF CASA GRANDE.
 DU2145'
 DU2145'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 FEET.
 DU2145
 DU2145                          STATION RECOVERY (2007)
 DU2145
 DU2145'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1308 ***********************************************************************
 DA1308  DESIGNATION -  SWEET
 DA1308  PID         -  DA1308
 DA1308  STATE/COUNTY-  AZ/YUMA
 DA1308  USGS QUAD   -  EAST OF BUCK PEAK (1990)
 DA1308
 DA1308                         *CURRENT SURVEY CONTROL
 DA1308  ___________________________________________________________________
 DA1308* NAD 83(1992)-  32 23 27.20600(N)    113 46 27.04498(W)     ADJUSTED  
 DA1308* NAVD 88     -       507.3    (meters)    1664.     (feet)  VERTCON   
 DA1308  ___________________________________________________________________
 DA1308  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DA1308  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DA1308  HORZ ORDER  -  THIRD
 DA1308
 DA1308.The horizontal coordinates were established by classical geodetic methods
 DA1308.and adjusted by the National Geodetic Survey in August 1993.
 DA1308
 DA1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1308
 DA1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1308
 DA1308.The geoid height was determined by GEOID03.
 DA1308
 DA1308;                    North         East     Units Scale Factor Converg.
 DA1308;SPC AZ W     -   154,214.033   211,085.133   MT  0.99993340   -0 00 46.6
 DA1308;SPC AZ W     -   505,951.55    692,536.53   iFT  0.99993340   -0 00 46.6
 DA1308;UTM  12      - 3,587,150.269   239,037.961   MT  1.00043988   -1 29 13.0
 DA1308
 DA1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1308!SPC AZ W     -   0.99992555  x   0.99993340  =   0.99985895
 DA1308!UTM  12      -   0.99992555  x   1.00043988  =   1.00036539
 DA1308
 DA1308:                Primary Azimuth Mark                     Grid Az
 DA1308:SPC AZ W     -  HEART                                    103 39 46.5
 DA1308:UTM  12      -  HEART                                    105 08 12.9
 DA1308
 DA1308|---------------------------------------------------------------------|
 DA1308| PID    Reference Object                     Distance      Geod. Az  |
 DA1308|                                                           dddmmss.s |
 DA1308| DA1284 HEART                               APPROX.15.3 KM 1033859.9 |
 DA1308|---------------------------------------------------------------------|
 DA1308
 DA1308                          SUPERSEDED SURVEY CONTROL
 DA1308
 DA1308  NAD 83(1986)-  32 23 27.18537(N)    113 46 27.08269(W) AD(       ) 3
 DA1308  NGVD 29 (06/20/88)  506.6    (m)         1662.     (f) VERT ANG    3  
 DA1308
 DA1308.Superseded values are not recommended for survey control.
 DA1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1308.See file dsdata.txt to determine how the superseded data were derived.
 DA1308
 DA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA3903887150(NAD 83)
 DA1308_MARKER: DS = TRIANGULATION STATION DISK
 DA1308_SETTING: 66 = SET IN ROCK OUTCROP
 DA1308_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1308+STABILITY: POSITION/ELEVATION WELL
 DA1308
 DA1308  HISTORY     - Date     Condition        Report By
 DA1308  HISTORY     - 1962     MONUMENTED       AMS
 DA1308
 DA1308                          STATION DESCRIPTION
 DA1308
 DA1308'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1308'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1308'
 DA1308'LOCATED ABOUT 54 MI W. OF AJO, ABOUT 30 MI SW. OF DATELAND, ABOUT
 DA1308'12 MI N. OF TULE WELL.  ON PROMINENT BLACK BUTTE IN TULE DESERT ON
 DA1308'HIGHEST POINT OF HILL.
 DA1308'
 DA1308'REACHED BY HELICOPTER.
 DA1308'
 DA1308'STATION MARK--USE DISK STAMPED---SWEET ARMY MAP SERVICE 1962---,
 DA1308'CEMENTED IN DRILL HOLE IN ROCK OUTCROP ABOUT FLUSH WITH GROUND.
 DA1308'
 DA1308'RM 1--USE RM DISK
 DA1308'STAMPED---SWEET RM NO 1 ARMY MAP SERVICE 1962---, CEMENTED IN DRILL
 DA1308'HOLE IN ROCK OUTCROP, ABOUT 18 FT LOWER THAN STATION MARK.
 DA1308'
 DA1308'RM 2--USE RM DISK
 DA1308'STAMPED---SWEET RM NO 2 ARMY MAP SERVICE 1962---, CEMENTED IN DRILL
 DA1308'HOLE IN ROCK OUTCROP, ABOUT 23 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0168 ***********************************************************************
 CH0168  DESIGNATION -  SWEETWATER
 CH0168  PID         -  CH0168
 CH0168  STATE/COUNTY-  AZ/PIMA
 CH0168  USGS QUAD   -  PIA OIK (1988)
 CH0168
 CH0168                         *CURRENT SURVEY CONTROL
 CH0168  ___________________________________________________________________
 CH0168* NAD 83(1992)-  31 57 50.41719(N)    112 33 06.73161(W)     ADJUSTED  
 CH0168* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 CH0168  ___________________________________________________________________
 CH0168  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CH0168  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 CH0168  HORZ ORDER  -  THIRD
 CH0168
 CH0168.The horizontal coordinates were established by classical geodetic methods
 CH0168.and adjusted by the National Geodetic Survey in August 1993.
 CH0168
 CH0168.The orthometric height was scaled from a topographic map.
 CH0168
 CH0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0168
 CH0168.The geoid height was determined by GEOID03.
 CH0168
 CH0168;                    North         East     Units Scale Factor Converg.
 CH0168;SPC AZ C     -   107,052.230   153,319.674   MT  0.99994444   -0 20 10.6
 CH0168;SPC AZ C     -   351,221.23    503,017.30   iFT  0.99994444   -0 20 10.6
 CH0168;UTM  12      - 3,537,497.421   353,352.416   MT  0.99986522   -0 49 18.1
 CH0168
 CH0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0168!SPC AZ C     -   0.99988207  x   0.99994444  =   0.99982652
 CH0168!UTM  12      -   0.99988207  x   0.99986522  =   0.99974731
 CH0168
 CH0168|---------------------------------------------------------------------|
 CH0168| PID    Reference Object                     Distance      Geod. Az  |
 CH0168|                                                           dddmmss.s |
 CH0168| CH5537 SWEETWATER RM 2                       3.858 METERS 07017     |
 CH0168| CH5535 SWEETWATER AZ MK                                   0955536.5 |
 CH0168| CH5536 SWEETWATER RM 1                       3.560 METERS 35706     |
 CH0168|---------------------------------------------------------------------|
 CH0168
 CH0168                          SUPERSEDED SURVEY CONTROL
 CH0168
 CH0168  NAD 83(1986)-  31 57 50.40659(N)    112 33 06.73138(W) AD(       ) 3
 CH0168  NAD 27      -  31 57 50.14700(N)    112 33 04.22200(W) AD(       ) 3
 CH0168
 CH0168.Superseded values are not recommended for survey control.
 CH0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0168.See file dsdata.txt to determine how the superseded data were derived.
 CH0168
 CH0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA5335237497(NAD 83)
 CH0168_MARKER: DS = TRIANGULATION STATION DISK
 CH0168_SETTING: 80 = SET IN A BOULDER
 CH0168_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CH0168
 CH0168  HISTORY     - Date     Condition        Report By
 CH0168  HISTORY     - 1936     MONUMENTED       CGS
 CH0168  HISTORY     - 1972     GOOD             AZHD
 CH0168
 CH0168                          STATION DESCRIPTION
 CH0168
 CH0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0168'ABOUT 8 MILES SOUTH OF KERWO OR CUBO, 15 MILES SOUTHWEST OF
 CH0168'PISINEMO, AND 1-1/2 MILES NORTHWEST OF THE INDIAN VILLAGE
 CH0168'KNOWN LOCALLY AS SWEETWATER, ON THE HIGH POINT ON THE SOUTH END
 CH0168'OF A LAVA RIDGE.  MARKED BY A STANDARD BRONZE DISK.
 CH0168'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CH0168'DISK, IS 3.560 METERS (11.68 FEET) FROM STATION
 CH0168'N 02 DEG 54 MIN W. REFERENCE MARK NO. 2, A STANDARD
 CH0168'BRONZE REFERENCE DISK, IS 3.858 METERS (12.66 FEET)
 CH0168'FROM STATION N 70 DEG 17 MIN E. THE AZIMUTH MARK,
 CH0168'A STANDARD BRONZE DISK, IS ABOUT 1.2 MILES NORTHEAST
 CH0168'OF THE VILLAGE OF SWEETWATER, 21 FEET WEST OF THE TRACK
 CH0168'ROAD TO THE NORTHEAST FROM THE VILLAGE AND 0.8 MILE FROM
 CH0168'STATION S 84 DEG 04 MIN E.
 CH0168
 CH0168                          STATION RECOVERY (1972)
 CH0168
 CH0168'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 CH0168'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CH0168'AS DESCRIBED BY THE USC AND GS.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0710 ***********************************************************************
 CY0710  DESIGNATION -  SWIFT
 CY0710  PID         -  CY0710
 CY0710  STATE/COUNTY-  AZ/GRAHAM
 CY0710  USGS QUAD   -  ARTESIA (1966)
 CY0710
 CY0710                         *CURRENT SURVEY CONTROL
 CY0710  ___________________________________________________________________
 CY0710* NAD 83(1992)-  32 43 48.39223(N)    109 42 51.15892(W)     ADJUSTED  
 CY0710* NAVD 88     -       985.431  (meters)    3233.03   (feet)  ADJUSTED  
 CY0710  ___________________________________________________________________
 CY0710  X           -  -1,811,969.460 (meters)                     COMP
 CY0710  Y           -  -5,056,682.221 (meters)                     COMP
 CY0710  Z           -   3,429,335.987 (meters)                     COMP
 CY0710  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 CY0710  ELLIP HEIGHT-         958.590 (meters)          (01/22/07) ADJUSTED
 CY0710  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY0710  DYNAMIC HT  -         984.034 (meters)    3228.45  (feet)  COMP
 CY0710  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 CY0710
 CY0710  HORZ ORDER  -  B
 CY0710  VERT ORDER  -  FIRST     CLASS II
 CY0710  ELLP ORDER  -  FOURTH    CLASS I
 CY0710
 CY0710.The horizontal coordinates were established by GPS observations
 CY0710.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0710
 CY0710.The orthometric height was determined by differential leveling
 CY0710.and adjusted in June 1991.
 CY0710
 CY0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0710
 CY0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0710
 CY0710.The ellipsoidal height was determined by GPS observations
 CY0710.and is referenced to NAD 83.
 CY0710
 CY0710.The geoid height was determined by GEOID03.
 CY0710
 CY0710.The dynamic height is computed by dividing the NAVD 88
 CY0710.geopotential number by the normal gravity value computed on the
 CY0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0710.degrees latitude (g = 980.6199 gals.).
 CY0710
 CY0710.The modeled gravity was interpolated from observed gravity values.
 CY0710
 CY0710;                    North         East     Units Scale Factor Converg.
 CY0710;SPC AZ E     -   191,913.597   255,767.663   MT  0.99992217   +0 14 40.7
 CY0710;SPC AZ E     -   629,637.79    839,132.75   iFT  0.99992217   +0 14 40.7
 CY0710;UTM  12      - 3,622,098.456   620,481.662   MT  0.99977899   +0 41 43.0
 CY0710
 CY0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0710!SPC AZ E     -   0.99984952  x   0.99992217  =   0.99977170
 CY0710!UTM  12      -   0.99984952  x   0.99977899  =   0.99962854
 CY0710
 CY0710|---------------------------------------------------------------------|
 CY0710| PID    Reference Object                     Distance      Geod. Az  |
 CY0710|                                                           dddmmss.s |
 CY0710| CY0712 SWIFT RM 1                           13.622 METERS 06931     |
 CY0710| CY0709 S 430                               117.321 METERS 22123     |
 CY0710| CC8335 SWIFT AZ MK                                        2224338.3 |
 CY0710| CY0711 SWIFT RM 2                           15.355 METERS 33328     |
 CY0710|---------------------------------------------------------------------|
 CY0710
 CY0710                          SUPERSEDED SURVEY CONTROL
 CY0710
 CY0710  NAD 83(1992)-  32 43 48.39259(N)    109 42 51.15460(W) AD(       ) 2
 CY0710  NAD 83(1986)-  32 43 48.38534(N)    109 42 51.14952(W) AD(       ) 2
 CY0710  NAD 27      -  32 43 48.13900(N)    109 42 48.85700(W) AD(       ) 2
 CY0710  NAVD 88 (01/22/07)  985.43   (m)         3233.0    (f) LEVELING    3  
 CY0710  NGVD 29 (07/20/88)  984.73   (m)         3230.7    (f) LEVELING    3  
 CY0710
 CY0710.Superseded values are not recommended for survey control.
 CY0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0710.See file dsdata.txt to determine how the superseded data were derived.
 CY0710
 CY0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2048222098(NAD 83)
 CY0710_MARKER: DS = TRIANGULATION STATION DISK
 CY0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0710_SP_SET: CONCRETE POST
 CY0710_STAMPING: SWIFT 1945
 CY0710_MARK LOGO: CGS   
 CY0710_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0710+STABILITY: SURFACE MOTION
 CY0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0710+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0710
 CY0710  HISTORY     - Date     Condition        Report By
 CY0710  HISTORY     - 1945     MONUMENTED       CGS
 CY0710  HISTORY     - 1979     GOOD             NGS
 CY0710  HISTORY     - 1983     GOOD             AZDT
 CY0710  HISTORY     - 20060608 GOOD             GEOANA
 CY0710  HISTORY     - 20060608 GOOD             GEOANA
 CY0710  HISTORY     - 20061117 GOOD             INDIV
 CY0710  HISTORY     - 20081010 GOOD             GEOCAC
 CY0710
 CY0710                          STATION DESCRIPTION
 CY0710
 CY0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0710'STATION IS ABOUT 7 MILES (AIR LINE) S OF SAFFORD.  IT IS
 CY0710'AT THE JUNCTION OF THE SWIFT TRAIL WITH U.S. HIGHWAY 666.
 CY0710'
 CY0710'TO REACH THE STATION FROM THE BUENA VISTA HOTEL IN SAFFORD,
 CY0710'GO S AND E ON U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION
 CY0710'OF U.S. HIGHWAYS 70 AND 666.  TURN RIGHT (S) AND GO 7.1
 CY0710'MILES TO SWIFT TRAIL JUNCTION.  TURN LEFT OFF THE HIGHWAY
 CY0710'GOING THROUGH GATE AND THEN GO N ALONG THE E SIDE OF THE
 CY0710'FENCE FOR 90 FEET TO STATION.  TO REACH THE AZIMUTH MARK
 CY0710'TAKE THE SWIFT TRAIL (MACADAM ROAD GOING SW) FOR 3.3 MILES
 CY0710'FROM THE SWIFT TRAIL JUNCTION.  HERE TAKE A ROAD TURNING
 CY0710'OFF TO THE RIGHT FOR 0.1 MILE.  THE AZIMUTH MARK IS ABOUT
 CY0710'250 FEET N OF HERE.
 CY0710'
 CY0710'STATION IS 79 FEET ENE OF THE CENTER OF THE NEAREST POINT
 CY0710'ON THE SWIFT TRAIL, 59 FEET ENE OF THE CENTER LINE OF U.S.
 CY0710'HIGHWAY 666, AND 90 FEET NNW OF THE CENTER OF A DIRT ROAD
 CY0710'RUNNING E FROM U.S. HIGHWAY 666.  IT IS 24-1/2 FEET N OF
 CY0710'A 4 INCH SQUARE WHITE WITNESS POST SET IN THE WIRE RIGHT-OF-WAY
 CY0710'FENCE AND 8-1/2 FEET ENE OF THE WIRE RIGHT-OF-WAY FENCE.
 CY0710'IT IS MARKED BY A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY0710'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND AND IS STAMPED
 CY0710'SWIFT 1945.  UNDERGROUND MARK - 7A.
 CY0710'
 CY0710'REFERENCE MARK 1 IS ENE OF THE STATION AND AT ABOUT THE
 CY0710'SAME LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0710'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT
 CY0710'IS STAMPED SWIFT NO 1 1945.
 CY0710'
 CY0710'REFERENCE MARK 2 IS NNW OF THE STATION AND AT ABOUT THE
 CY0710'SAME LEVEL.  IT IS 3-3/4 FEET ENE OF THE RIGHT-OF-WAY FENCE.
 CY0710'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 CY0710'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0710'SWIFT NO 2 1945.
 CY0710'
 CY0710'AZIMUTH MARK IS 3 MILES SW OF THE STATION, ABOUT 50 FEET
 CY0710'HIGHER, AND ABOUT 250 FEET N OF THE END OF TRUCK TRAVEL.
 CY0710'IT IS 6 FEET NE OF A 4 INCH SQUARE WHITE WITNESS POST.  IT
 CY0710'IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A BOULDER
 CY0710'WHICH PROJECTS 3 FEET ABOVE THE GROUND AND IS STAMPED SWIFT
 CY0710'1945.
 CY0710
 CY0710                          STATION RECOVERY (1979)
 CY0710
 CY0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0710'7.3 MI SOUTH FROM SAFFORD.
 CY0710'7.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0710'HIGHWAY 70 IN SAFFORD, 0.3 MILE SOUTH OF MILE POST 114, 59 FEET EAST
 CY0710'OF THE CENTERLINE OF HIGHWAY 666, 33 FEET NORTHWEST OF THE EXTENDED
 CY0710'CENTERLINE OF HIGHWAY 366, 50.5 FEET SOUTH OF RM 2, 44.5 FEET WEST
 CY0710'OF RM 1 AND 9 FEET EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 CY0710'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CY0710'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0710
 CY0710                          STATION RECOVERY (1983)
 CY0710
 CY0710'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0710'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1945.  A NEW
 CY0710'ROUTE TO THE STATION FOLLOWS.
 CY0710'
 CY0710'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0710'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0710'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 7.35 MILES TO THE
 CY0710'JUNCTION WITH STATE ROUTE 366 AND THE STATION ON THE LEFT.  90.5 FEET
 CY0710'NORTH OF THE HIGHWAY JUNCTION, 9 FEET NORTH OF THE RIGHT OF WAY FENCE
 CY0710'AND MARKED WITH A WITNESS POST AND SIGN.
 CY0710
 CY0710                          STATION RECOVERY (2006)
 CY0710
 CY0710'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (CRS)
 CY0710'RECOVERED AS DESCRIBED.  NOTE DEEP 0.5 CM (0.25 INCH) DIAMETER HOLE IN
 CY0710'TOP CENTER OF DISK (ELEVATION REFERENCE IS TO TOP OF DISK).
 CY0710
 CY0710                          STATION RECOVERY (2006)
 CY0710
 CY0710'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (CRS)
 CY0710'RECOVERED AS DESCRIBED.  NOTE DEEP 0.5 CM (0.25 INCH) DIAMETER HOLE IN
 CY0710'TOP CENTER OF DISK (ELEVATION REFERENCE IS TO TOP OF DISK).
 CY0710
 CY0710                          STATION RECOVERY (2006)
 CY0710
 CY0710'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJN)
 CY0710'MONUMENT FOUND IN GOOD CONDITION. DESCRIPTION TO MONUEMENT WAS FOUND
 CY0710'ADEQUATE WITH ONE MINOR CHANGE. HWY 666 IS NOW HWY 191 MONUMENT WAS
 CY0710'FOUND ON EAST SIDE OF HWY AND ON EAST SIDE OF FENCE.
 CY0710
 CY0710                          STATION RECOVERY (2008)
 CY0710
 CY0710'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0712 ***********************************************************************
 CY0712  DESIGNATION -  SWIFT RM 1
 CY0712  PID         -  CY0712
 CY0712  STATE/COUNTY-  AZ/GRAHAM
 CY0712  USGS QUAD   -  ARTESIA (1966)
 CY0712
 CY0712                         *CURRENT SURVEY CONTROL
 CY0712  ___________________________________________________________________
 CY0712* NAD 83(1992)-  32 43 48.54697(N)    109 42 50.66883(W)     NO CHECK  
 CY0712* NAVD 88     -       985.235  (meters)    3232.39   (feet)  ADJUSTED  
 CY0712  ___________________________________________________________________
 CY0712  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 CY0712  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY0712  DYNAMIC HT  -         983.839 (meters)    3227.81  (feet)  COMP
 CY0712  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 CY0712
 CY0712  HORZ ORDER  -  THIRD
 CY0712  VERT ORDER  -  FIRST     CLASS II
 CY0712
 CY0712.The horizontal coordinates were established by classical geodetic methods
 CY0712.and adjusted by the National Geodetic Survey in August 1993.
 CY0712.No horizontal observational check was made to the station.
 CY0712
 CY0712.The orthometric height was determined by differential leveling
 CY0712.and adjusted in June 1991.
 CY0712
 CY0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0712
 CY0712.The geoid height was determined by GEOID03.
 CY0712
 CY0712.The dynamic height is computed by dividing the NAVD 88
 CY0712.geopotential number by the normal gravity value computed on the
 CY0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0712.degrees latitude (g = 980.6199 gals.).
 CY0712
 CY0712.The modeled gravity was interpolated from observed gravity values.
 CY0712
 CY0712;                    North         East     Units Scale Factor Converg.
 CY0712;SPC AZ E     -   191,918.418   255,780.403   MT  0.99992218   +0 14 41.0
 CY0712;SPC AZ E     -   629,653.60    839,174.55   iFT  0.99992218   +0 14 41.0
 CY0712;UTM  12      - 3,622,103.376   620,494.362   MT  0.99977903   +0 41 43.3
 CY0712
 CY0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0712!SPC AZ E     -   0.99984956  x   0.99992218  =   0.99977175
 CY0712!UTM  12      -   0.99984956  x   0.99977903  =   0.99962862
 CY0712
 CY0712                          SUPERSEDED SURVEY CONTROL
 CY0712
 CY0712  NAD 83(1986)-  32 43 48.53969(N)    109 42 50.66383(W) AD(       ) 3
 CY0712  NGVD 29 (07/20/88)  984.51   (m)         3230.0    (f) LEVELING    3  
 CY0712
 CY0712.Superseded values are not recommended for survey control.
 CY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0712.See file dsdata.txt to determine how the superseded data were derived.
 CY0712
 CY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2049422103(NAD 83)
 CY0712_MARKER: DR = REFERENCE MARK DISK
 CY0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0712_SP_SET: CONCRETE POST
 CY0712_STAMPING: SWIFT NO 1 1945
 CY0712_PROJECTION: FLUSH
 CY0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0712+STABILITY: SURFACE MOTION
 CY0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0712+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0712
 CY0712  HISTORY     - Date     Condition        Report By
 CY0712  HISTORY     - 1945     MONUMENTED       CGS
 CY0712  HISTORY     - 1979     GOOD             NGS
 CY0712  HISTORY     - 20081010 GOOD             GEOCAC
 CY0712
 CY0712                          STATION DESCRIPTION
 CY0712
 CY0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0712'7.3 MI SOUTH FROM SAFFORD.
 CY0712'7.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0712'HIGHWAY 70 IN SAFFORD, 0.3 MILE SOUTH OF HIGHWAY MILE POST 114, 103
 CY0712'FEET EAST OF THE CENTERLINE OF HIGHWAY 666, 44.5 FEET EAST OF STATION
 CY0712'SWIFT AND 53 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 CY0712'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CY0712'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0712
 CY0712                          STATION RECOVERY (2008)
 CY0712
 CY0712'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0711 ***********************************************************************
 CY0711  DESIGNATION -  SWIFT RM 2
 CY0711  PID         -  CY0711
 CY0711  STATE/COUNTY-  AZ/GRAHAM
 CY0711  USGS QUAD   -  ARTESIA (1966)
 CY0711
 CY0711                         *CURRENT SURVEY CONTROL
 CY0711  ___________________________________________________________________
 CY0711* NAD 83(1992)-  32 43 48.83819(N)    109 42 51.42237(W)     NO CHECK  
 CY0711* NAVD 88     -       985.363  (meters)    3232.81   (feet)  ADJUSTED  
 CY0711  ___________________________________________________________________
 CY0711  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 CY0711  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY0711  DYNAMIC HT  -         983.967 (meters)    3228.23  (feet)  COMP
 CY0711  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 CY0711
 CY0711  HORZ ORDER  -  THIRD
 CY0711  VERT ORDER  -  FIRST     CLASS II
 CY0711
 CY0711.The horizontal coordinates were established by classical geodetic methods
 CY0711.and adjusted by the National Geodetic Survey in August 1993.
 CY0711.No horizontal observational check was made to the station.
 CY0711
 CY0711.The orthometric height was determined by differential leveling
 CY0711.and adjusted in June 1991.
 CY0711
 CY0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0711
 CY0711.The geoid height was determined by GEOID03.
 CY0711
 CY0711.The dynamic height is computed by dividing the NAVD 88
 CY0711.geopotential number by the normal gravity value computed on the
 CY0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0711.degrees latitude (g = 980.6199 gals.).
 CY0711
 CY0711.The modeled gravity was interpolated from observed gravity values.
 CY0711
 CY0711;                    North         East     Units Scale Factor Converg.
 CY0711;SPC AZ E     -   191,927.305   255,760.746   MT  0.99992216   +0 14 40.6
 CY0711;SPC AZ E     -   629,682.76    839,110.06   iFT  0.99992216   +0 14 40.6
 CY0711;UTM  12      - 3,622,112.107   620,474.638   MT  0.99977897   +0 41 42.9
 CY0711
 CY0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0711!SPC AZ E     -   0.99984954  x   0.99992216  =   0.99977171
 CY0711!UTM  12      -   0.99984954  x   0.99977897  =   0.99962854
 CY0711
 CY0711                          SUPERSEDED SURVEY CONTROL
 CY0711
 CY0711  NAD 83(1986)-  32 43 48.83088(N)    109 42 51.41723(W) AD(       ) 3
 CY0711  NGVD 29 (07/20/88)  984.64   (m)         3230.4    (f) LEVELING    3  
 CY0711
 CY0711.Superseded values are not recommended for survey control.
 CY0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0711.See file dsdata.txt to determine how the superseded data were derived.
 CY0711
 CY0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2047522112(NAD 83)
 CY0711_MARKER: DR = REFERENCE MARK DISK
 CY0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0711_SP_SET: CONCRETE POST
 CY0711_STAMPING: SWIFT NO 2 1945
 CY0711_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0711+STABILITY: SURFACE MOTION
 CY0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0711+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0711
 CY0711  HISTORY     - Date     Condition        Report By
 CY0711  HISTORY     - 1945     MONUMENTED       CGS
 CY0711  HISTORY     - 1979     GOOD             NGS
 CY0711  HISTORY     - 20081010 GOOD             GEOCAC
 CY0711
 CY0711                          STATION DESCRIPTION
 CY0711
 CY0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0711'7.3 MI SOUTH FROM SAFFORD.
 CY0711'7.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0711'HIGHWAY 70 IN SAFFORD, 0.3 MILE SOUTH OF MILE POST 114, 54 FEET EAST
 CY0711'OF THE CENTERLINE OF HIGHWAY 666, 50.5 FEET NORTH OF STATION SWIFT
 CY0711'AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 CY0711'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CY0711'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0711
 CY0711                          STATION RECOVERY (2008)
 CY0711
 CY0711'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2338 ***********************************************************************
 DV2338  DESIGNATION -  SWL 97
 DV2338  PID         -  DV2338
 DV2338  STATE/COUNTY-  AZ/MARICOPA
 DV2338  USGS QUAD   -  LAVEEN (1973)
 DV2338
 DV2338                         *CURRENT SURVEY CONTROL
 DV2338  ___________________________________________________________________
 DV2338* NAD 83(1986)-  33 19 31.     (N)    112 10 11.     (W)     SCALED    
 DV2338* NAVD 88     -       320.632  (meters)    1051.94   (feet)  ADJUSTED  
 DV2338  ___________________________________________________________________
 DV2338  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV2338  DYNAMIC HT  -         320.268 (meters)    1050.75  (feet)  COMP
 DV2338  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 DV2338
 DV2338  VERT ORDER  -  FIRST     CLASS II
 DV2338
 DV2338.The horizontal coordinates were scaled from a topographic map and have
 DV2338.an estimated accuracy of +/- 6 seconds.
 DV2338
 DV2338.The orthometric height was determined by differential leveling
 DV2338.and adjusted in August 1994.
 DV2338
 DV2338.The geoid height was determined by GEOID03.
 DV2338
 DV2338.The dynamic height is computed by dividing the NAVD 88
 DV2338.geopotential number by the normal gravity value computed on the
 DV2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2338.degrees latitude (g = 980.6199 gals.).
 DV2338
 DV2338.The modeled gravity was interpolated from observed gravity values.
 DV2338
 DV2338;                    North         East    Units  Estimated Accuracy
 DV2338;SPC AZ C     -   257,850.      189,800.      MT  (+/- 180 meters Scaled)
 DV2338
 DV2338                          SUPERSEDED SURVEY CONTROL
 DV2338
 DV2338.No superseded survey control is available for this station.
 DV2338
 DV2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911879(NAD 83)
 DV2338_MARKER: DD = SURVEY DISK
 DV2338_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2338_SP_SET: FOOTING
 DV2338_STAMPING: BM SWL NO. 97 1986
 DV2338_MARK LOGO: AZDT  
 DV2338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2338+STABILITY: POSITION/ELEVATION WELL
 DV2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2338+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DV2338
 DV2338  HISTORY     - Date     Condition        Report By
 DV2338  HISTORY     - 1986     MONUMENTED       AZDT
 DV2338  HISTORY     - 19940325 GOOD             NGS
 DV2338  HISTORY     - 20060821 GOOD             GEOCAC
 DV2338
 DV2338                          STATION DESCRIPTION
 DV2338
 DV2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2338'4.0 KM (2.50 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2338'LAVEEN, NEAR THE NORTHEAST EDGE OF THE CONCRETE FOOTING FOR HIGHLINE
 DV2338'TOWER NUMBER 97, 18.7 M (61.4 FT) WEST OF THE AVENUE CENTERLINE, AND
 DV2338'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE AND GROUND SURFACE.
 DV2338
 DV2338                          STATION RECOVERY (2006)
 DV2338
 DV2338'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2338'THE MARK IS SLIGHTLY DAMAGED, EITHER BY VANDALISM OR PERHAPS AN
 DV2338'AUTOMOBILE CRASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0602 ***********************************************************************
 FQ0602  DESIGNATION -  SWNIR
 FQ0602  PID         -  FQ0602
 FQ0602  STATE/COUNTY-  AZ/COCONINO
 FQ0602  USGS QUAD   -  BABBITT WASH (1983)
 FQ0602
 FQ0602                         *CURRENT SURVEY CONTROL
 FQ0602  ___________________________________________________________________
 FQ0602* NAD 83(1992)-  35 09 23.85861(N)    111 14 34.65050(W)     ADJUSTED  
 FQ0602* NAVD 88     -      1755.     (meters)    5758.     (feet)  SCALED    
 FQ0602  ___________________________________________________________________
 FQ0602  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FQ0602  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0602  HORZ ORDER  -  SECOND
 FQ0602
 FQ0602.The horizontal coordinates were established by classical geodetic methods
 FQ0602.and adjusted by the National Geodetic Survey in August 1993.
 FQ0602
 FQ0602.The orthometric height was scaled from a topographic map.
 FQ0602
 FQ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0602
 FQ0602.The geoid height was determined by GEOID03.
 FQ0602
 FQ0602;                    North         East     Units Scale Factor Converg.
 FQ0602;SPC AZ C     -   461,156.828   274,738.508   MT  0.99994641   +0 23 16.6
 FQ0602;SPC AZ C     - 1,512,981.72    901,373.06   iFT  0.99994641   +0 23 16.6
 FQ0602;UTM  12      - 3,890,439.686   477,871.944   MT  0.99960603   -0 08 23.6
 FQ0602
 FQ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0602!SPC AZ C     -   0.99972835  x   0.99994641  =   0.99967477
 FQ0602!UTM  12      -   0.99972835  x   0.99960603  =   0.99933448
 FQ0602
 FQ0602|---------------------------------------------------------------------|
 FQ0602| PID    Reference Object                     Distance      Geod. Az  |
 FQ0602|                                                           dddmmss.s |
 FQ0602| CH3462 SWNIR RM 2                           14.466 METERS 00424     |
 FQ0602| FQ0603 T21N R11E SEC 32 SW COR NIR           1.703 METERS 09445     |
 FQ0602| CH3460 SWNIR AZ MK                                        2000223.2 |
 FQ0602| FQ0604 LOS ANGELES ALBUQ AWY BCN 43 A      APPROX. 3.1 KM 2515844.4 |
 FQ0602| CH3461 SWNIR RM 1                           18.744 METERS 26906     |
 FQ0602|---------------------------------------------------------------------|
 FQ0602
 FQ0602                          SUPERSEDED SURVEY CONTROL
 FQ0602
 FQ0602  NAD 83(1986)-  35 09 23.85409(N)    111 14 34.65150(W) AD(       ) 2
 FQ0602  NAD 27      -  35 09 23.80300(N)    111 14 32.12400(W) AD(       ) 2
 FQ0602
 FQ0602.Superseded values are not recommended for survey control.
 FQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0602.See file dsdata.txt to determine how the superseded data were derived.
 FQ0602
 FQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7787290440(NAD 83)
 FQ0602_MARKER: P = PIPE CAP
 FQ0602_SETTING: 0 = UNSPECIFIED SETTING
 FQ0602
 FQ0602  HISTORY     - Date     Condition        Report By
 FQ0602  HISTORY     - 1936     MONUMENTED       USGLO
 FQ0602  HISTORY     - 1955     GOOD             CGS
 FQ0602  HISTORY     - 1958     GOOD             CGS
 FQ0602
 FQ0602                          STATION DESCRIPTION
 FQ0602
 FQ0602'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JDT)
 FQ0602'STATION IS 26 MILES EAST OF FLAGSTAFF, LOCATED AT THE LONE
 FQ0602'SOUTHWEST FENCE CORNER OF THE SOUTHWEST CORNER OF THE NAVAJO
 FQ0602'INDIAN RESERVATION.  IT IS 0.5 MILE NORTH OF U.S. HIGHWAY
 FQ0602'66.  STATION MARK IS A GENERAL LAND OFFICE CAPPED 2-INCH PIPE
 FQ0602'SET IN CONCRETE AND PROJECTING 14 INCHES ABOVE THE SURFACE OF
 FQ0602'THE GROUND.  THE MARK IS STAMPED T20N R11
 FQ0602'
 FQ0602'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FQ0602'DEPOT AT FLAGSTAFF GO EAST ON U.S. HIGHWAY 66 FOR 25.0 MILES
 FQ0602'TO THE LONE STAR SERVICE STATION (TEXACO) ON SOUTH SIDE OF
 FQ0602'HIGHWAY.  CONTINUE EAST ON U.S. HIGHWAY 66 FOR 1.2 MILES AND
 FQ0602'TURN LEFT (NORTH) JUST BEFORE REACHING LARGE AND BROWN CAMP
 FQ0602'KEYTON SIGNBOARD.  FOLLOW DIM TRAIL NORTH FOR 0.5 MILE TO FENCE
 FQ0602'CORNER AND STATION.
 FQ0602'
 FQ0602'REFERENCE MARK NO. 1, IS WEST OF THE STATION.
 FQ0602'
 FQ0602'REFERENCE MARK NO. 2, IS NORTH OF THE STATION AND IN
 FQ0602'LINE WITH FENCE.
 FQ0602'
 FQ0602'GENERAL LAND OFFICE SOUTHWEST CORNER NAVAJO INDIAN RESERVATION
 FQ0602'MARK IS A CAPPED 3-1/2 INCH PIPE STAMPED T21N R11E S32 SW
 FQ0602'COR N1R.  IT PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE
 FQ0602'GROUND AND IS SET INSIDE OF FENCE CORNER.
 FQ0602'
 FQ0602'AZIMUTH MARK IS 1.1 MILES EAST ALONG U.S. HIGHWAY 66 FROM
 FQ0602'THE LONE STAR SERVICE STATION, 50 FEET SOUTH OF THE CENTERLINE
 FQ0602'OF THE HIGHWAY, 6 FEET SOUTH OF THE TELEPHONE LINE, ABOUT MIDWAY
 FQ0602'BETWEEN TWO HIGHWAY DIP SIGNS AND TWO TELEPHONE POLES, ABOUT
 FQ0602'200 FEET SOUTHWEST OF A LARGE AND YELLOW CAMP KEYTON SIGNBOARD
 FQ0602'AND IS SET IN ROCK OUTCROP FLUSH WITH THE GROUND.
 FQ0602'
 FQ0602'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 FQ0602
 FQ0602                          STATION RECOVERY (1955)
 FQ0602
 FQ0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0602'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FQ0602'THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE
 FQ0602'U.S.G.L.O. SW CORNER NAVAJO INDIAN RESERVATION MARK WAS ALSO
 FQ0602'RECOVERED IN GOOD CONDITION.  ALL DISTANCES TO REFERENCE MARKS
 FQ0602'CHECKED.  THE MARKS ARE STAMPED AS FOLLOWS--
 FQ0602'
 FQ0602'STATION STAMPED SWNIR 1936.
 FQ0602'
 FQ0602'REFERENCE MARK 1 STAMPED SWNIR NO 1 1936.
 FQ0602'
 FQ0602'REFERENCE MARK 2 STAMPED SWNIR NO 2 1936.
 FQ0602'
 FQ0602'GENERAL LAND OFFICE RESERVATION MARKER STAMPED T21N R11E S32
 FQ0602'SW COR NIR.
 FQ0602'
 FQ0602'A PART OF THE ORIGINAL DESCRIPTION SHOULD BE ALTERED AS FOLLOWS--
 FQ0602'
 FQ0602'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA
 FQ0602'FE RAILWAY DEPOT IN FLAGSTAFF, PROCEED E ON U.S. HIGHWAY 66
 FQ0602'FOR 25.0 MI. TO THE TOONERVILLE TRADING POST.  CONTINUE ALONG
 FQ0602'THE HIGHWAY FOR 1.4 MI. TO A GATE IN THE FENCE ON THE N SIDE OF
 FQ0602'THE HIGHWAY.  TURN LEFT THROUGH THE GATE AND GO ABOUT 0.2
 FQ0602'MI. NW (PARALLELING THE HIGHWAY) TO A FENCE CORNER.  TURN RIGHT
 FQ0602'(NE) AND FOLLOW THE FENCE LINE FOR 0.45 MI. TO THE FENCE CORNER
 FQ0602'FORMED BY E-W AND N-S FENCES WHICH IS THE STATION SITE.
 FQ0602
 FQ0602                          STATION RECOVERY (1958)
 FQ0602
 FQ0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0602'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN
 FQ0602'GOOD CONDITION AS DESCRIBED.  ORIGINAL (1936) DESCRIPTION
 FQ0602'IS ADEQUATE.  STATION WAS NOT OCCUPIED BUT A TRAVERSE CONNECTION
 FQ0602'WAS MADE FROM STATION T 21 N, R 11 E, SEC. 32 SW COR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0601 ***********************************************************************
 FQ0601  DESIGNATION -  SWNIR RM 3
 FQ0601  PID         -  FQ0601
 FQ0601  STATE/COUNTY-  AZ/COCONINO
 FQ0601  USGS QUAD   -  BABBITT WASH (1983)
 FQ0601
 FQ0601                         *CURRENT SURVEY CONTROL
 FQ0601  ___________________________________________________________________
 FQ0601* NAD 83(1992)-  35 08 56.33713(N)    111 14 15.58830(W)     ADJUSTED  
 FQ0601* NAVD 88     -      1753.     (meters)    5751.     (feet)  SCALED    
 FQ0601  ___________________________________________________________________
 FQ0601  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FQ0601  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FQ0601  HORZ ORDER  -  SECOND
 FQ0601
 FQ0601.The horizontal coordinates were established by classical geodetic methods
 FQ0601.and adjusted by the National Geodetic Survey in August 1993.
 FQ0601
 FQ0601.The orthometric height was scaled from a topographic map.
 FQ0601
 FQ0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0601
 FQ0601.The geoid height was determined by GEOID03.
 FQ0601
 FQ0601;                    North         East     Units Scale Factor Converg.
 FQ0601;SPC AZ C     -   460,312.026   275,226.711   MT  0.99994716   +0 23 27.3
 FQ0601;SPC AZ C     - 1,510,210.06    902,974.77   iFT  0.99994716   +0 23 27.3
 FQ0601;UTM  12      - 3,889,590.712   478,352.181   MT  0.99960578   -0 08 12.6
 FQ0601
 FQ0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0601!SPC AZ C     -   0.99972866  x   0.99994716  =   0.99967583
 FQ0601!UTM  12      -   0.99972866  x   0.99960578  =   0.99933455
 FQ0601
 FQ0601:                Primary Azimuth Mark                     Grid Az
 FQ0601:SPC AZ C     -  T21N R11E SEC 32 SW COR NIR              330 03 34.0
 FQ0601:UTM  12      -  T21N R11E SEC 32 SW COR NIR              330 35 13.9
 FQ0601
 FQ0601|---------------------------------------------------------------------|
 FQ0601| PID    Reference Object                     Distance      Geod. Az  |
 FQ0601|                                                           dddmmss.s |
 FQ0601| FQ0603 T21N R11E SEC 32 SW COR NIR         APPROX. 1.0 KM 3302701.3 |
 FQ0601|---------------------------------------------------------------------|
 FQ0601
 FQ0601                          SUPERSEDED SURVEY CONTROL
 FQ0601
 FQ0601  NAD 83(1986)-  35 08 56.33131(N)    111 14 15.58950(W) AD(       ) 2
 FQ0601  NAD 27      -  35 08 56.28720(N)    111 14 13.06890(W) AD(       ) 2
 FQ0601
 FQ0601.Superseded values are not recommended for survey control.
 FQ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0601.See file dsdata.txt to determine how the superseded data were derived.
 FQ0601
 FQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7835289591(NAD 83)
 FQ0601_MARKER: DS = TRIANGULATION STATION DISK
 FQ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0601+STABILITY: SURFACE MOTION
 FQ0601
 FQ0601  HISTORY     - Date     Condition        Report By
 FQ0601  HISTORY     - 1958     MONUMENTED       CGS
 FQ0601
 FQ0601                          STATION DESCRIPTION
 FQ0601
 FQ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0601'STATION IS 145 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66,
 FQ0601'7 FEET EAST OF A WITNESS POST AND 3 FEET NORTH OF A FENCE.  IT IS
 FQ0601'A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FQ0601'MONUMENT THAT PROJECTS 2 INCHES, AND STAMPED SWNIR GLO 1936
 FQ0601'NO 3 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0428 ***********************************************************************
 CG0428  DESIGNATION -  SYCAMORE
 CG0428  PID         -  CG0428
 CG0428  STATE/COUNTY-  AZ/PIMA
 CG0428  USGS QUAD   -  FRESNO WASH (1982)
 CG0428
 CG0428                         *CURRENT SURVEY CONTROL
 CG0428  ___________________________________________________________________
 CG0428* NAD 83(1992)-  31 45 12.95620(N)    111 28 48.00058(W)     ADJUSTED  
 CG0428* NAVD 88     -      1056.01   (+/-2cm)    3464.6    (feet)  VERTCON   
 CG0428  ___________________________________________________________________
 CG0428  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CG0428  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0428  HORZ ORDER  -  SECOND
 CG0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0428
 CG0428.The horizontal coordinates were established by classical geodetic methods
 CG0428.and adjusted by the National Geodetic Survey in August 1993.
 CG0428
 CG0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0428.The vertical order pertains to the NGVD 29 superseded value.
 CG0428
 CG0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0428
 CG0428.The geoid height was determined by GEOID03.
 CG0428
 CG0428;                    North         East     Units Scale Factor Converg.
 CG0428;SPC AZ C     -    83,630.620   254,727.997   MT  0.99992110   +0 13 47.3
 CG0428;SPC AZ C     -   274,378.67    835,721.77   iFT  0.99992110   +0 13 47.3
 CG0428;UTM  12      - 3,513,224.739   454,540.352   MT  0.99962549   -0 15 09.4
 CG0428
 CG0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0428!SPC AZ C     -   0.99983894  x   0.99992110  =   0.99976005
 CG0428!UTM  12      -   0.99983894  x   0.99962549  =   0.99946449
 CG0428
 CG0428|---------------------------------------------------------------------|
 CG0428| PID    Reference Object                     Distance      Geod. Az  |
 CG0428|                                                           dddmmss.s |
 CG0428| CG0429 SYCAMORE RM 1                        30.161 METERS 03102     |
 CG0428| CG0430 SYCAMORE RM 2                        46.147 METERS 12100     |
 CG0428| CG0431 SYCAMORE AZ MK                                     1943626.1 |
 CG0428|---------------------------------------------------------------------|
 CG0428
 CG0428                          SUPERSEDED SURVEY CONTROL
 CG0428
 CG0428  NAD 83(1986)-  31 45 12.94875(N)    111 28 47.99985(W) AD(       ) 2
 CG0428  NAD 27      -  31 45 12.64100(N)    111 28 45.63100(W) AD(       ) 2
 CG0428  NGVD 29 (??/??/92) 1055.228  (m)         3462.03   (f) ADJ UNCH    2 0
 CG0428
 CG0428.Superseded values are not recommended for survey control.
 CG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0428.See file dsdata.txt to determine how the superseded data were derived.
 CG0428
 CG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA5454013225(NAD 83)
 CG0428_MARKER: DS = TRIANGULATION STATION DISK
 CG0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0428_STAMPING: SYCAMORE 1936
 CG0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0428+STABILITY: SURFACE MOTION
 CG0428
 CG0428  HISTORY     - Date     Condition        Report By
 CG0428  HISTORY     - 1936     MONUMENTED       CGS
 CG0428  HISTORY     - 1951     GOOD             CGS
 CG0428  HISTORY     - 1951     GOOD             NGS
 CG0428  HISTORY     - 1977     GOOD             USGS
 CG0428
 CG0428                          STATION DESCRIPTION
 CG0428
 CG0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0428'ABOUT 45 MILES SOUTHWEST OF TUCSON, 26 MILES SOUTH OF ROBLES
 CG0428'JUNCTION, 10 MILES SOUTH-SOUTHWEST OF THE PALO ALTO RANCH AND 93
 CG0428'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON A LOW GRASSY
 CG0428'DIVIDE ON THE EAST SIDE OF THE BABOQUIVARI MOUNTAINS, THE GROUND
 CG0428'TO WEST GETTING GRADUALLY HIGHER TO THE BASE OF THE MOUNTAINS.
 CG0428'MARKED BY STANDARD BRONZE DISKS.
 CG0428'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG0428'IS ON THE WEST SIDE OF THE HIGHWAY AND 30.161 METERS (98.95
 CG0428'FEET) FROM STATION N 31 DEG 02 MIN E. REFERENCE MARK
 CG0428'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS ON THE
 CG0428'EAST SIDE OF THE HIGHWAY AND 46.147 METERS (151.40 FEET) FROM
 CG0428'STATION S 59 DEG 00 MIN E. THE AZIMUTH MARK, A
 CG0428'STANDARD BRONZE DISK, IS ON THE SECOND RIDGE SOUTH OF
 CG0428'THE STATION, ABOUT 20 FEET EAST OF THE HIGHWAY, AND 0.3
 CG0428'MILE FROM STATION S 14 DEG 35 MIN W.
 CG0428
 CG0428                          STATION RECOVERY (1951)
 CG0428
 CG0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CG0428'STATION, REFERENCE MARK, AND AZIMUTH MARK WERE FOUND IN GOOD
 CG0428'CONDITION.  WITNESS POSTS WERE SET BY R.M. 2 AND THE AZIMUTH
 CG0428'MARK.  DESCRIPTION FOLLOWS--
 CG0428'
 CG0428'STATION IS ABOUT 45 MILES SW OF TUCSON, 10 MILES SSW OF THE PALO
 CG0428'ALTO RANCH, 19 - 1/2 MILES N OF THE SCHOOLHOUSE AT SASABE, AND
 CG0428'ON A LOW GRASSY DIVIDE ON THE E SIDE OF THE BABOQUIVARI MOUNTAINS.
 CG0428'
 CG0428'TO REACH FROM SASABE, GO 19-1/2 MILES N OF THE SASABE SCHOOLHOUSE
 CG0428'ALONG THE THREE POINTS-SASABE ROAD.
 CG0428'
 CG0428'STATION MARK, STAMPED SYCAMORE 1936, IS A STANDARD DISK SET IN
 CG0428'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0428'IT IS 151.5 FEET NW OF AND ACROSS THE ROAD FROM R.M. 2, 92 FEET
 CG0428'NW OF THE CENTER LINE OF THE ROAD, 99 FEET SW OF R.M. 1, 51.9 FEET
 CG0428'E OF A POWER LINE POLE WITH A GUY WIRE, AND ABOUT 1 FOOT HIGHER
 CG0428'THAN THE ROAD.
 CG0428'
 CG0428'R.M. 1 IS A STANDARD DISK, STAMPED SYCAMORE NO 1 1936, SET IN
 CG0428'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0428'IT IS 134.4 FEET NE OF A POWER LINE POLE WITH A GUY WIRE, 82 FEET
 CG0428'NW OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 CG0428'
 CG0428'R.M. 2 IS A STANDARD DISK, STAMPED SYCAMORE NO 2 1936, SET IN
 CG0428'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0428'IT IS 58 FEET SE OF THE CENTER LINE OF THE ROAD, 17 FEET N OF
 CG0428'THE CENTER LINE OF A TRACK ROAD LEADING E, 2.3 FEET NW OF THE
 CG0428'WITNESS POST, AND ABOUT LEVEL WITH THE MAIN ROAD.
 CG0428'
 CG0428'AZIMUTH MARK IS A STANDARD DISK, STAMPED SYCAMORE 1936, SET IN
 CG0428'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0428'IT IS 0.4 MILE S OF THE STATION, 140 FEET E OF A POWER LINE POLE,
 CG0428'36 FEET E OF THE CENTER LINE OF THE ROAD, 2.7 FEET S OF THE
 CG0428'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CG0428'
 CG0428'WITNESS POSTS ARE MADE OF 4- BY 4-INCH POSTS PAINTED WHITE AND
 CG0428'STENCILED WITH BLACK LETTERS USBM AND PROJECTING 18 INCHES ABOVE
 CG0428'THE GROUND.  THEY WERE SET 2.7 FEET N OF THE AZIMUTH MARK AND
 CG0428'2.3 FEET SE OF R.M. 2.
 CG0428'
 CG0428'DISTANCES BETWEEN MARKS WERE MEASURED TO THE TENTH OF A FOOT.
 CG0428'DIRECTIONS WERE NOT CHECKED.
 CG0428
 CG0428                          STATION RECOVERY (1951)
 CG0428
 CG0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CG0428'19.55 MI N FROM SASABE.
 CG0428'19.55 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0428'HOUSE AT SASABE, 151.5 FEET NORTHWEST OF THE ROAD LEADING EAST FROM R
 CG0428'M NO. 2, 92 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 99 FEET
 CG0428'SOUTHWEST OF THE R M NO. 1, 51.9 FEET EAST OF A POWER LINE POLE WITH A
 CG0428'GUY WIRE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 CG0428'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CG0428
 CG0428                          STATION RECOVERY (1977)
 CG0428
 CG0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0428'ALONG THE THREE POINTS-SASABE RD. SHOULD READ ALONG STATE HWY.286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0880 ***********************************************************************
 ES0880  DESIGNATION -  SYCAMORE
 ES0880  PID         -  ES0880
 ES0880  STATE/COUNTY-  AZ/GILA
 ES0880  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0880
 ES0880                         *CURRENT SURVEY CONTROL
 ES0880  ___________________________________________________________________
 ES0880* NAD 83(1992)-  34 18 45.07301(N)    111 24 12.47262(W)     ADJUSTED  
 ES0880* NAVD 88     -      1589.2    (meters)    5214.     (feet)  VERTCON   
 ES0880  ___________________________________________________________________
 ES0880  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 ES0880  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 ES0880  HORZ ORDER  -  SECOND
 ES0880
 ES0880.The horizontal coordinates were established by classical geodetic methods
 ES0880.and adjusted by the National Geodetic Survey in August 1993.
 ES0880
 ES0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0880
 ES0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0880
 ES0880.The geoid height was determined by GEOID03.
 ES0880
 ES0880;                    North         East     Units Scale Factor Converg.
 ES0880;SPC AZ E     -   368,009.402    99,526.963   MT  1.00005968   -0 41 50.2
 ES0880;SPC AZ E     - 1,207,379.93    326,532.03   iFT  1.00005968   -0 41 50.2
 ES0880;UTM  12      - 3,796,882.169   462,877.807   MT  0.99961699   -0 13 38.8
 ES0880
 ES0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0880!SPC AZ E     -   0.99975456  x   1.00005968  =   0.99981423
 ES0880!UTM  12      -   0.99975456  x   0.99961699  =   0.99937164
 ES0880
 ES0880|---------------------------------------------------------------------|
 ES0880| PID    Reference Object                     Distance      Geod. Az  |
 ES0880|                                                           dddmmss.s |
 ES0880| DZ1307 SYCAMORE RM 1                         8.167 METERS 15314     |
 ES0880| DZ1308 SYCAMORE RM 2                        12.533 METERS 25725     |
 ES0880| ES0984 BUCK                                APPROX. 5.0 KM 3355508.2 |
 ES0880|---------------------------------------------------------------------|
 ES0880
 ES0880                          SUPERSEDED SURVEY CONTROL
 ES0880
 ES0880  NAD 83(1986)-  34 18 45.06035(N)    111 24 12.47521(W) AD(       ) 2
 ES0880  NGVD 29 (07/10/87) 1588.5    (m)         5212.     (f) VERT ANG    3  
 ES0880
 ES0880.Superseded values are not recommended for survey control.
 ES0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0880.See file dsdata.txt to determine how the superseded data were derived.
 ES0880
 ES0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6287896882(NAD 83)
 ES0880_MARKER: DS = TRIANGULATION STATION DISK
 ES0880_SETTING: 80 = SET IN A BOULDER
 ES0880_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0880+STABILITY: SURFACE MOTION
 ES0880
 ES0880  HISTORY     - Date     Condition        Report By
 ES0880  HISTORY     - 1981     MONUMENTED       AZDT
 ES0880
 ES0880                          STATION DESCRIPTION
 ES0880
 ES0880'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0880'THE STATION IS LOCATED 6 MILES SOUTHEAST OF PINE, 6.5 MILES NORTHWEST
 ES0880'OF PAYSON AND ABOUT 1500 FEET SOUTH OF ARIZONA HIGHWAY 87.
 ES0880'
 ES0880'THE STATION MARK IS AN AZDT DISK STAMPED---SYCAMORE 1981---SET IN
 ES0880'A DRILL HOLE IN A BOULDER 20 FEET SOUTHEAST OF A CAIRN.
 ES0880'
 ES0880'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---SYCAMORE RM 1 1981---SET
 ES0880'IN A DRILL HOLE IN A BOULDER.
 ES0880'
 ES0880'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---SYCAMORE RM 2 1981---SET
 ES0880'IN A DRILL HOLE IN A BOULDER.
 ES0880'
 ES0880'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL EAST ON
 ES0880'MAIN STREET FOR 0.6 MILE TO A TRAFFIC LIGHT AT STATE ROUTE 87.  TURN
 ES0880'LEFT ALONG SR 87 FOR 0.75 MILE TO JUNCTION WITH SR 260.  TRAVEL NORTH
 ES0880'ALONG SR 87 FOR 8.35 MILES TO A PULLOUT AREA ON THE LEFT AND END OF
 ES0880'TRUCK TRAVEL.  THE STATION IS VISIBLE ON THE ROCK OUTCROP TO THE
 ES0880'SOUTH.  PACK WEST ALONG SR 87 FOR 150 FEET TO A CLEAR AREA ON THE FILL
 ES0880'PACK DOWN TO THE CREEK AND UP THE NORTH SIDE OF THE HILL TO THE ROCK A
 ES0880'OUTCROP.  PACK WEST AROUND THE WEST END OF THE OUTCROP THEN EAST TO
 ES0880'STATION IN FLAT AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0429 ***********************************************************************
 CG0429  DESIGNATION -  SYCAMORE RM 1
 CG0429  PID         -  CG0429
 CG0429  STATE/COUNTY-  AZ/PIMA
 CG0429  USGS QUAD   -  FRESNO WASH (1982)
 CG0429
 CG0429                         *CURRENT SURVEY CONTROL
 CG0429  ___________________________________________________________________
 CG0429* NAD 83(1986)-  31 45 12.     (N)    111 28 47.     (W)     SCALED    
 CG0429* NAVD 88     -      1055.41   (+/-2cm)    3462.6    (feet)  VERTCON   
 CG0429  ___________________________________________________________________
 CG0429  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0429
 CG0429.The horizontal coordinates were scaled from a topographic map and have
 CG0429.an estimated accuracy of +/- 6 seconds.
 CG0429
 CG0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0429.The vertical order pertains to the NGVD 29 superseded value.
 CG0429
 CG0429.The geoid height was determined by GEOID03.
 CG0429
 CG0429;                    North         East    Units  Estimated Accuracy
 CG0429;SPC AZ C     -    83,600.      254,750.      MT  (+/- 180 meters Scaled)
 CG0429
 CG0429                          SUPERSEDED SURVEY CONTROL
 CG0429
 CG0429  NGVD 29 (??/??/92) 1054.624  (m)         3460.05   (f) ADJ UNCH    2 0
 CG0429
 CG0429.Superseded values are not recommended for survey control.
 CG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0429.See file dsdata.txt to determine how the superseded data were derived.
 CG0429
 CG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA545131(NAD 83)
 CG0429_MARKER: DR = REFERENCE MARK DISK
 CG0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0429_STAMPING: SYCAMORE NO. 1 1936
 CG0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0429+STABILITY: SURFACE MOTION
 CG0429
 CG0429  HISTORY     - Date     Condition        Report By
 CG0429  HISTORY     - 1936     MONUMENTED       CGS
 CG0429  HISTORY     - 1951     GOOD             NGS
 CG0429  HISTORY     - 1977     GOOD             USGS
 CG0429  HISTORY     - 20010331 GOOD             NGS
 CG0429
 CG0429                          STATION DESCRIPTION
 CG0429
 CG0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0429'19.55 MI N FROM SASABE.
 CG0429'19.55 MILES NORTH ALONG THE THREE POINTS-SASABE FROM THE SCHOOL HOUSE
 CG0429'AT SASABE, 134.4 FEET NORTHEAST OF THE POWER LINE POLE WITH A GUY
 CG0429'WIRE, 99 FEET NORTHEAST OF THE STATION SYCAMORE, 82 FEET NORTHWEST OF
 CG0429'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0429'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0429
 CG0429                          STATION RECOVERY (1977)
 CG0429
 CG0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0429'ALONG THE THREE POINTS-SASABE RD. SHOULD READ ALONG STATE HWY.286.
 CG0429
 CG0429                          STATION RECOVERY (2001)
 CG0429
 CG0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0429'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0430 ***********************************************************************
 CG0430  DESIGNATION -  SYCAMORE RM 2
 CG0430  PID         -  CG0430
 CG0430  STATE/COUNTY-  AZ/PIMA
 CG0430  USGS QUAD   -  FRESNO WASH (1982)
 CG0430
 CG0430                         *CURRENT SURVEY CONTROL
 CG0430  ___________________________________________________________________
 CG0430* NAD 83(1986)-  31 45 12.     (N)    111 28 47.     (W)     SCALED    
 CG0430* NAVD 88     -      1055.05   (+/-2cm)    3461.4    (feet)  VERTCON   
 CG0430  ___________________________________________________________________
 CG0430  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CG0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0430
 CG0430.The horizontal coordinates were scaled from a topographic map and have
 CG0430.an estimated accuracy of +/- 6 seconds.
 CG0430
 CG0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0430.The vertical order pertains to the NGVD 29 superseded value.
 CG0430
 CG0430.The geoid height was determined by GEOID03.
 CG0430
 CG0430;                    North         East    Units  Estimated Accuracy
 CG0430;SPC AZ C     -    83,600.      254,750.      MT  (+/- 180 meters Scaled)
 CG0430
 CG0430                          SUPERSEDED SURVEY CONTROL
 CG0430
 CG0430  NGVD 29 (??/??/92) 1054.271  (m)         3458.89   (f) ADJ UNCH    2 0
 CG0430
 CG0430.Superseded values are not recommended for survey control.
 CG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0430.See file dsdata.txt to determine how the superseded data were derived.
 CG0430
 CG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA545131(NAD 83)
 CG0430_MARKER: DR = REFERENCE MARK DISK
 CG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0430_STAMPING: SYCAMORE NO. 2 1936
 CG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0430+STABILITY: SURFACE MOTION
 CG0430
 CG0430  HISTORY     - Date     Condition        Report By
 CG0430  HISTORY     - 1936     MONUMENTED       CGS
 CG0430  HISTORY     - 1951     GOOD             NGS
 CG0430  HISTORY     - 1977     GOOD             USGS
 CG0430  HISTORY     - 20010331 GOOD             NGS
 CG0430
 CG0430                          STATION DESCRIPTION
 CG0430
 CG0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0430'19.55 MI N FROM SASABE.
 CG0430'19.55 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0430'HOUSE AT SASABE, 151.5 FEET SOUTHEAST ACROSS THE ROAD FROM THE
 CG0430'STATION, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET
 CG0430'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 2.3 FEET
 CG0430'NORTHWEST OF THE WITNESS POST AND ABOUT LEVEL WITH THE ROAD, AND SET
 CG0430'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0430
 CG0430                          STATION RECOVERY (1977)
 CG0430
 CG0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0430'ALONG THE THREE POINTS-SASABE RD. SHOULD READ ALONG STATE HWY.286.
 CG0430
 CG0430                          STATION RECOVERY (2001)
 CG0430
 CG0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2057 ***********************************************************************
 DV2057  DESIGNATION -  SYENITE 2
 DV2057  PID         -  DV2057
 DV2057  STATE/COUNTY-  AZ/MARICOPA
 DV2057  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2057
 DV2057                         *CURRENT SURVEY CONTROL
 DV2057  ___________________________________________________________________
 DV2057* NAD 83(1992)-  33 50 57.58743(N)    112 23 20.68007(W)     ADJUSTED  
 DV2057* NAVD 88     -       848.6    (meters)    2784.     (feet)  VERTCON   
 DV2057  ___________________________________________________________________
 DV2057  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DV2057  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DV2057  HORZ ORDER  -  SECOND
 DV2057
 DV2057.The horizontal coordinates were established by classical geodetic methods
 DV2057.and adjusted by the National Geodetic Survey in August 1993.
 DV2057
 DV2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2057
 DV2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2057
 DV2057.The geoid height was determined by GEOID03.
 DV2057
 DV2057;                    North         East     Units Scale Factor Converg.
 DV2057;SPC AZ C     -   316,043.420   169,643.677   MT  0.99992355   -0 15 47.3
 DV2057;SPC AZ C     - 1,036,887.86    556,573.74   iFT  0.99992355   -0 15 47.3
 DV2057;UTM  12      - 3,746,317.980   371,490.820   MT  0.99980359   -0 46 25.8
 DV2057
 DV2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2057!SPC AZ C     -   0.99987140  x   0.99992355  =   0.99979496
 DV2057!UTM  12      -   0.99987140  x   0.99980359  =   0.99967502
 DV2057
 DV2057|---------------------------------------------------------------------|
 DV2057| PID    Reference Object                     Distance      Geod. Az  |
 DV2057|                                                           dddmmss.s |
 DV2057| CH5540 SYENITE 2 RM 2                        6.939 METERS 03002     |
 DV2057| DV1989 WHITE                               APPROX.15.8 KM 1030058.1 |
 DV2057| CH5539 SYENITE 2 RM 1                        1.970 METERS 15049     |
 DV2057|---------------------------------------------------------------------|
 DV2057
 DV2057                          SUPERSEDED SURVEY CONTROL
 DV2057
 DV2057  NAD 83(1986)-  33 50 57.58321(N)    112 23 20.68403(W) AD(       ) 2
 DV2057  NAD 27      -  33 50 57.45690(N)    112 23 18.08312(W) AD(       ) 2
 DV2057  NGVD 29 (07/19/86)  848.0    (m)         2782.     (f) VERT ANG    3  
 DV2057
 DV2057.Superseded values are not recommended for survey control.
 DV2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2057.See file dsdata.txt to determine how the superseded data were derived.
 DV2057
 DV2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7149146318(NAD 83)
 DV2057_MARKER: DD = SURVEY DISK
 DV2057_SETTING: 66 = SET IN ROCK OUTCROP
 DV2057_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DV2057
 DV2057  HISTORY     - Date     Condition        Report By
 DV2057  HISTORY     - 1978     MONUMENTED       USGS
 DV2057
 DV2057                          STATION DESCRIPTION
 DV2057
 DV2057'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (TT)
 DV2057'THE STATION IS ABOUT 14 MILES EAST OF MORRISTOWN, 7 MILES WEST OF
 DV2057'LAKE PLEASANT, 1.7 MILES NORTH OF ARIZONA HWY. 74, ON A PROMINENT
 DV2057'CONICAL SHAPED BUTTE.
 DV2057'
 DV2057'THE STATION IS AN STANDARD USGS DISK STAMPED SYENITE 2 1963 AND
 DV2057'IS SET IN A DRILL HOLE IN BEDROCK.  STATION IS NEAR THE NORTH END
 DV2057'OF TOP OF BUTTE AND ON HIGHEST POINT.
 DV2057'
 DV2057'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK TABLET STAMPED
 DV2057'NO. 1 1963 CEMENTED IN A DRILL HOLE IN BEDROCK AND 2 FEET LOWER
 DV2057'THAN STATION.
 DV2057'
 DV2057'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK TABLET STAMPED
 DV2057'NO. 2 1963 CEMENTED IN A DRILL HOLE IN BEDROCK 0.5 FOOT LOWER
 DV2057'THAN STATION MARK.
 DV2057'
 DV2057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND STATE
 DV2057'HWY. 74, 0.8 MILES NORTHWEST OF MORRISTOWN, GO EAST ON HWY. 74 TO
 DV2057'MILE POST 14 AND A GATE LEFT, NORTH, IN THE R/W FENCE, FOLLOW
 DV2057'TRACK ROAD FOR 0.1 MILE TO A FORK, TAKE LEFT FORK AND BEAR LEFT
 DV2057'THEN RIGHT AS TRACK LENDS DOWN INTO A WASH, FOLLOW WASH 1.35
 DV2057'MILES (ROUGH GOING - 4 WHEEL DRIVE REQUIRED), LEAVE WASH AND
 DV2057'FOLLOW TRUCK TRACKS FOR 0.45 MILES IN A NORTHWEST DIRECTION
 DV2057'TO END OF TRUCK TRAVEL.  STATION IS ON TALLEST PEAK AHEAD.  A
 DV2057'ONE HOUR, ROUGH, STEEP CLIMB.
 DV2057'
 DV2057'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0522 ***********************************************************************
 FS0522  DESIGNATION -  T
 FS0522  PID         -  FS0522
 FS0522  STATE/COUNTY-  AZ/MOHAVE
 FS0522  USGS QUAD   -  KINGMAN SE (1980)
 FS0522
 FS0522                         *CURRENT SURVEY CONTROL
 FS0522  ___________________________________________________________________
 FS0522* NAD 83(1986)-  35 02 29.     (N)    114 07 18.     (W)     SCALED    
 FS0522* NAVD 88     -       767.771  (meters)    2518.93   (feet)  ADJUSTED  
 FS0522  ___________________________________________________________________
 FS0522  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FS0522  DYNAMIC HT  -         766.894 (meters)    2516.05  (feet)  COMP
 FS0522  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 FS0522
 FS0522  VERT ORDER  -  FIRST     CLASS II
 FS0522
 FS0522.The horizontal coordinates were scaled from a topographic map and have
 FS0522.an estimated accuracy of +/- 6 seconds.
 FS0522
 FS0522.The orthometric height was determined by differential leveling
 FS0522.and adjusted in June 1991.
 FS0522
 FS0522.The geoid height was determined by GEOID03.
 FS0522
 FS0522.The dynamic height is computed by dividing the NAVD 88
 FS0522.geopotential number by the normal gravity value computed on the
 FS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0522.degrees latitude (g = 980.6199 gals.).
 FS0522
 FS0522.The modeled gravity was interpolated from observed gravity values.
 FS0522
 FS0522;                    North         East    Units  Estimated Accuracy
 FS0522;SPC AZ W     -   448,240.      179,450.      MT  (+/- 180 meters Scaled)
 FS0522
 FS0522                          SUPERSEDED SURVEY CONTROL
 FS0522
 FS0522  NGVD 29 (??/??/92)  767.016  (m)         2516.45   (f) ADJ UNCH    1 2
 FS0522
 FS0522.Superseded values are not recommended for survey control.
 FS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0522.See file dsdata.txt to determine how the superseded data were derived.
 FS0522
 FS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU625814(NAD 83)
 FS0522_MARKER: DB = BENCH MARK DISK
 FS0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0522_SP_SET: BRIDGE
 FS0522_STAMPING: ELEV 2516.452 FT
 FS0522_MARK LOGO: CGS   
 FS0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0522
 FS0522  HISTORY     - Date     Condition        Report By
 FS0522  HISTORY     - UNK      MONUMENTED       CGS
 FS0522  HISTORY     - 1961     GOOD             NGS
 FS0522  HISTORY     - 1981     GOOD             NGS
 FS0522
 FS0522                          STATION DESCRIPTION
 FS0522
 FS0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0522'11.5 MI N FROM YUCCA.
 FS0522'ABOUT 11.5 MILES NORTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0522'RAILWAY FROM THE STATION AT YUCCA, ABOUT 12.0 MILES SOUTH ALONG
 FS0522'THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM THE STATION AT
 FS0522'KINGMAN, ABOUT 2 POLES SOUTH OF MILEAGE POLE 528 1/2, AT A STEEL
 FS0522'GIRDER BRIDGE, SET IN TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 FS0522'WINGWALL, 9 FT WEST OF THE WEST RAIL OF THE SOUTH BOUND TRACK,
 FS0522'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- IN THE
 FS0522'ORIGINAL DESCRIPTION THE MARK WAS DESCRIBED AS BEING 1.4 MILES
 FS0522'SOUTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM THE
 FS0522'STATION AT GRIFFITH (FORMERLY DRAKE).  THE STATION HAS BEEN
 FS0522'DESTROYED.
 FS0522
 FS0522                          STATION RECOVERY (1981)
 FS0522
 FS0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0380 ***********************************************************************
 FR0380  DESIGNATION -  T 1
 FR0380  PID         -  FR0380
 FR0380  STATE/COUNTY-  AZ/MOHAVE
 FR0380  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0380
 FR0380                         *CURRENT SURVEY CONTROL
 FR0380  ___________________________________________________________________
 FR0380* NAD 83(1986)-  35 31 39.     (N)    113 25 36.     (W)     SCALED    
 FR0380* NAVD 88     -      1460.146  (meters)    4790.50   (feet)  POSTED    
 FR0380  ___________________________________________________________________
 FR0380  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FR0380  DYNAMIC HT  -        1458.310 (meters)    4784.47  (feet)  COMP
 FR0380  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 FR0380
 FR0380  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0380
 FR0380.The horizontal coordinates were scaled from a topographic map and have
 FR0380.an estimated accuracy of +/- 6 seconds.
 FR0380
 FR0380.The orthometric height was determined by differential leveling
 FR0380.and adjusted by the  in 1992.
 FR0380.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0380.rate of 0.0 thru 1.0 mm/km.
 FR0380
 FR0380.The geoid height was determined by GEOID03.
 FR0380
 FR0380.The dynamic height is computed by dividing the NAVD 88
 FR0380.geopotential number by the normal gravity value computed on the
 FR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0380.degrees latitude (g = 980.6199 gals.).
 FR0380
 FR0380.The modeled gravity was interpolated from observed gravity values.
 FR0380
 FR0380;                    North         East    Units  Estimated Accuracy
 FR0380;SPC AZ W     -   502,160.      242,680.      MT  (+/- 180 meters Scaled)
 FR0380
 FR0380                          SUPERSEDED SURVEY CONTROL
 FR0380
 FR0380  NGVD 29 (??/??/92) 1459.205  (m)         4787.41   (f) ADJ UNCH    1 2
 FR0380
 FR0380.Superseded values are not recommended for survey control.
 FR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0380.See file dsdata.txt to determine how the superseded data were derived.
 FR0380
 FR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE799342(NAD 83)
 FR0380_MARKER: DB = BENCH MARK DISK
 FR0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0380_SP_SET: SANDSTONE POST
 FR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0380+STABILITY: SURFACE MOTION
 FR0380
 FR0380  HISTORY     - Date     Condition        Report By
 FR0380  HISTORY     - UNK      MONUMENTED       CGS
 FR0380  HISTORY     - 1935     GOOD             NGS
 FR0380  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0380
 FR0380                          STATION DESCRIPTION
 FR0380
 FR0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0380'IN PEACH SPRINGS.
 FR0380'AT PEACH SPRINGS, MOHAVE COUNTY, 84 FEET SOUTH OF THE SOUTHWEST CORNER
 FR0380'OF THE ATCHISON TOPEKA AND SANTA FE RAILWAY SECTION FOREMANS HOUSE,
 FR0380'5-1/2 POLES EAST OF MILEPOST 466, AT THE SOUTHWEST CORNER OF AN
 FR0380'ORCHARD ADJOINING THE STATION, 18-1/2 FEET NORTH OF THE CENTERLINE OF
 FR0380'THE NORTH TRACK, AND 3 FEET NORTH OF THE HEDGE AROUND THE ORCHARD. THE
 FR0380'BOTTOM OF A SQUARE HOLE, IN THE TOP OF A RED SANDSTONE POST LETTERED
 FR0380'U.S.B.M. AND ABOUT FLUSH WITH THE GROUND.
 FR0380
 FR0380                          STATION RECOVERY (1982)
 FR0380
 FR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0380'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0058 ***********************************************************************
 DU0058  DESIGNATION -  T 101
 DU0058  PID         -  DU0058
 DU0058  STATE/COUNTY-  AZ/GILA
 DU0058  USGS QUAD   -  BRUSHY CANYON (1966)
 DU0058
 DU0058                         *CURRENT SURVEY CONTROL
 DU0058  ___________________________________________________________________
 DU0058* NAD 83(1986)-  33 41 42.     (N)    110 29 18.     (W)     SCALED    
 DU0058* NAVD 88     -      1717.572  (meters)    5635.07   (feet)  ADJUSTED  
 DU0058  ___________________________________________________________________
 DU0058  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DU0058  DYNAMIC HT  -        1715.082 (meters)    5626.90  (feet)  COMP
 DU0058  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 DU0058
 DU0058  VERT ORDER  -  SECOND    CLASS 0
 DU0058
 DU0058.The horizontal coordinates were scaled from a topographic map and have
 DU0058.an estimated accuracy of +/- 6 seconds.
 DU0058
 DU0058.The orthometric height was determined by differential leveling
 DU0058.and adjusted in June 1991.
 DU0058
 DU0058.The geoid height was determined by GEOID03.
 DU0058
 DU0058.The dynamic height is computed by dividing the NAVD 88
 DU0058.geopotential number by the normal gravity value computed on the
 DU0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0058.degrees latitude (g = 980.6199 gals.).
 DU0058
 DU0058.The modeled gravity was interpolated from observed gravity values.
 DU0058
 DU0058;                    North         East    Units  Estimated Accuracy
 DU0058;SPC AZ E     -   298,870.      183,540.      MT  (+/- 180 meters Scaled)
 DU0058
 DU0058                          SUPERSEDED SURVEY CONTROL
 DU0058
 DU0058  NGVD 29 (??/??/92) 1716.852  (m)         5632.71   (f) ADJ UNCH    2 0
 DU0058
 DU0058.Superseded values are not recommended for survey control.
 DU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0058.See file dsdata.txt to determine how the superseded data were derived.
 DU0058
 DU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC474284(NAD 83)
 DU0058_MARKER: DB = BENCH MARK DISK
 DU0058_SETTING: 80 = SET IN A BOULDER
 DU0058_SP_SET: BOULDER
 DU0058_STAMPING: T-101 1935
 DU0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0058+STABILITY: SURFACE MOTION
 DU0058
 DU0058  HISTORY     - Date     Condition        Report By
 DU0058  HISTORY     - 1935     MONUMENTED       USFS
 DU0058  HISTORY     - 1935     GOOD             NGS
 DU0058
 DU0058                          STATION DESCRIPTION
 DU0058
 DU0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0058'37.4 MI NE FROM GLOBE.
 DU0058'33.5 MI. N.E. OF ALONG U.S. HWY NO. 60, THENCE 3.9 MI. E. ON ROAD TO
 DU0058'HILLTOP.  ON THE SIDE OF A HILL, 130 FT. SOUTH OF THE CENTER LINE OF A
 DU0058'SPILLWAY OF A DIRT DAM, 60 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY
 DU0058'AND SET IN THE TOP OF A BROWN SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0496 ***********************************************************************
 ET0496  DESIGNATION -  T 102
 ET0496  PID         -  ET0496
 ET0496  STATE/COUNTY-  AZ/YAVAPAI
 ET0496  USGS QUAD   -  SIMMONS (1979)
 ET0496
 ET0496                         *CURRENT SURVEY CONTROL
 ET0496  ___________________________________________________________________
 ET0496* NAD 83(1986)-  34 46 20.     (N)    112 39 56.     (W)     SCALED    
 ET0496* NAVD 88     -      1406.969  (meters)    4616.03   (feet)  POSTED    
 ET0496  ___________________________________________________________________
 ET0496  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 ET0496  DYNAMIC HT  -        1405.110 (meters)    4609.93  (feet)  COMP
 ET0496  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 ET0496
 ET0496  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0496
 ET0496.The horizontal coordinates were scaled from a topographic map and have
 ET0496.an estimated accuracy of +/- 6 seconds.
 ET0496
 ET0496.The orthometric height was determined by differential leveling
 ET0496.and adjusted in November 2005.
 ET0496.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0496.was located on a no-check spur therefore a value was not computed.
 ET0496.No vertical observational check was made to the station.
 ET0496
 ET0496.The geoid height was determined by GEOID03.
 ET0496
 ET0496.The dynamic height is computed by dividing the NAVD 88
 ET0496.geopotential number by the normal gravity value computed on the
 ET0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0496.degrees latitude (g = 980.6199 gals.).
 ET0496
 ET0496.The modeled gravity was interpolated from observed gravity values.
 ET0496
 ET0496;                    North         East    Units  Estimated Accuracy
 ET0496;SPC AZ C     -   418,560.      144,810.      MT  (+/- 180 meters Scaled)
 ET0496
 ET0496                          SUPERSEDED SURVEY CONTROL
 ET0496
 ET0496  NGVD 29 (??/??/92) 1406.142  (m)         4613.32   (f) ADJ UNCH    2 0
 ET0496
 ET0496.Superseded values are not recommended for survey control.
 ET0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0496.See file dsdata.txt to determine how the superseded data were derived.
 ET0496
 ET0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD475490(NAD 83)
 ET0496_MARKER: DD = SURVEY DISK
 ET0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0496_STAMPING: T 102 1935
 ET0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0496+STABILITY: SURFACE MOTION
 ET0496
 ET0496  HISTORY     - Date     Condition        Report By
 ET0496  HISTORY     - 1935     MONUMENTED       USFS
 ET0496  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0496
 ET0496                          STATION DESCRIPTION
 ET0496
 ET0496'DESCRIBED BY US FOREST SERVICE 1935
 ET0496'26.6 MI SE FROM WALNUT CREEK R S.
 ET0496'26.6 MI S.E. ALONG ROAD TO SIMMONS SKULL VALLEY) 0.3 MI. E. OF THE
 ET0496'CROSS TRIANGLE RANCH HEAD QUARTERS, 36 FT. S. OF CENTER LINE OF ROAD
 ET0496'AND 2 FT. N. OF FENCE.
 ET0496
 ET0496                          STATION RECOVERY (1974)
 ET0496
 ET0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0270 ***********************************************************************
 FR0270  DESIGNATION -  T 103
 FR0270  PID         -  FR0270
 FR0270  STATE/COUNTY-  AZ/YAVAPAI
 FR0270  USGS QUAD   -  RED MOUNTAIN (1973)
 FR0270
 FR0270                         *CURRENT SURVEY CONTROL
 FR0270  ___________________________________________________________________
 FR0270* NAD 83(1986)-  35 05 52.     (N)    112 52 12.     (W)     SCALED    
 FR0270* NAVD 88     -      1751.285  (meters)    5745.67   (feet)  POSTED    
 FR0270  ___________________________________________________________________
 FR0270  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FR0270  DYNAMIC HT  -        1748.960 (meters)    5738.05  (feet)  COMP
 FR0270  MODELED GRAV-     979,243.4   (mgal)                       NAVD 88
 FR0270
 FR0270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0270
 FR0270.The horizontal coordinates were scaled from a topographic map and have
 FR0270.an estimated accuracy of +/- 6 seconds.
 FR0270
 FR0270.The orthometric height was determined by differential leveling
 FR0270.and adjusted in November 2005.
 FR0270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0270.was located on a no-check spur therefore a value was not computed.
 FR0270.No vertical observational check was made to the station.
 FR0270
 FR0270.The geoid height was determined by GEOID03.
 FR0270
 FR0270.The dynamic height is computed by dividing the NAVD 88
 FR0270.geopotential number by the normal gravity value computed on the
 FR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0270.degrees latitude (g = 980.6199 gals.).
 FR0270
 FR0270.The modeled gravity was interpolated from observed gravity values.
 FR0270
 FR0270;                    North         East    Units  Estimated Accuracy
 FR0270;SPC AZ C     -   454,840.      126,440.      MT  (+/- 180 meters Scaled)
 FR0270
 FR0270                          SUPERSEDED SURVEY CONTROL
 FR0270
 FR0270  NGVD 29 (??/??/92) 1750.355  (m)         5742.62   (f) ADJ UNCH    2 0
 FR0270
 FR0270.Superseded values are not recommended for survey control.
 FR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0270.See file dsdata.txt to determine how the superseded data were derived.
 FR0270
 FR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD295854(NAD 83)
 FR0270_MARKER: DB = BENCH MARK DISK
 FR0270_SETTING: 66 = SET IN ROCK OUTCROP
 FR0270_SP_SET: LIMESTONE OUTCROP
 FR0270_STAMPING: T 103 1935
 FR0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0270+STABILITY: POSITION/ELEVATION WELL
 FR0270
 FR0270  HISTORY     - Date     Condition        Report By
 FR0270  HISTORY     - 1935     MONUMENTED       USFS
 FR0270
 FR0270                          STATION DESCRIPTION
 FR0270
 FR0270'DESCRIBED BY US FOREST SERVICE 1935
 FR0270'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 FR0270'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 FR0270'YAVAPAI COUNTY, THENCE ABOUT 13.3 MILES NORTH ALONG THE ROAD LEADING
 FR0270'TO SELIGMAN, ABOUT 0.6 MILE SOUTH OF AN IRON MINE, AT THE TOP OF A
 FR0270'STEEP GRADE, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 FR0270'LOWER THAN THE ROAD, AND IN AN OUTCROP OF LIMESTONE ABOUT FLUSH WITH
 FR0270'THE GROUND.  A UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED T
 FR0270'103 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0470 ***********************************************************************
 DU0470  DESIGNATION -  T 107
 DU0470  PID         -  DU0470
 DU0470  STATE/COUNTY-  AZ/PINAL
 DU0470  USGS QUAD   -  SUPERIOR (1981)
 DU0470
 DU0470                         *CURRENT SURVEY CONTROL
 DU0470  ___________________________________________________________________
 DU0470* NAD 83(1986)-  33 17 36.     (N)    111 05 57.     (W)     SCALED    
 DU0470* NAVD 88     -       856.43   (+/-2cm)    2809.8    (feet)  VERTCON   
 DU0470  ___________________________________________________________________
 DU0470  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DU0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0470
 DU0470.The horizontal coordinates were scaled from a topographic map and have
 DU0470.an estimated accuracy of +/- 6 seconds.
 DU0470
 DU0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0470.The vertical order pertains to the NGVD 29 superseded value.
 DU0470
 DU0470.The geoid height was determined by GEOID03.
 DU0470
 DU0470;                    North         East    Units  Estimated Accuracy
 DU0470;SPC AZ C     -   254,580.      289,500.      MT  (+/- 180 meters Scaled)
 DU0470
 DU0470                          SUPERSEDED SURVEY CONTROL
 DU0470
 DU0470  NGVD 29 (??/??/92)  855.763  (m)         2807.62   (f) ADJ UNCH    2 0
 DU0470
 DU0470.Superseded values are not recommended for survey control.
 DU0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0470.See file dsdata.txt to determine how the superseded data were derived.
 DU0470
 DU0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB907838(NAD 83)
 DU0470_MARKER: DB = BENCH MARK DISK
 DU0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0470_SP_SET: WALL
 DU0470_STAMPING: T 107 1935
 DU0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0470+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU0470
 DU0470  HISTORY     - Date     Condition        Report By
 DU0470  HISTORY     - 1935     MONUMENTED       CGS
 DU0470  HISTORY     - 20060115 GOOD             USPSQD
 DU0470  HISTORY     - 20070506 GOOD             GEOCAC
 DU0470
 DU0470                          STATION DESCRIPTION
 DU0470
 DU0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0470'IN SUPERIOR.
 DU0470'AT SUPERIOR, 0.3 MILE WEST OF THE HIGH SCHOOL, AT THE INTERSECTION OF
 DU0470'MAIN STREET AND LOB AVENUE, AT THE NORTHWEST CORNER OF THE BUILDING
 DU0470'BELONGING IN 1935 TO THE L. GARCIA SON AND CO., IN THE CONCRETE WALL,
 DU0470'AND 2.7 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED T 107 1935
 DU0470'AND SET VERTICALLY.
 DU0470
 DU0470                          STATION RECOVERY (2006)
 DU0470
 DU0470'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0470'RECOVERED AS DESCRIBED.
 DU0470
 DU0470                          STATION RECOVERY (2007)
 DU0470
 DU0470'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0470'THE MARK IS AT THE WEST END OF THE NORTH SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0361 ***********************************************************************
 DU0361  DESIGNATION -  T 108
 DU0361  PID         -  DU0361
 DU0361  STATE/COUNTY-  AZ/GILA
 DU0361  USGS QUAD   -  SEVENMILE MTS (1966)
 DU0361
 DU0361                         *CURRENT SURVEY CONTROL
 DU0361  ___________________________________________________________________
 DU0361* NAD 83(1986)-  33 33 29.     (N)    110 36 51.     (W)     SCALED    
 DU0361* NAVD 88     -      1159.082  (meters)    3802.75   (feet)  ADJUSTED  
 DU0361  ___________________________________________________________________
 DU0361  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DU0361  DYNAMIC HT  -        1157.474 (meters)    3797.48  (feet)  COMP
 DU0361  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 DU0361
 DU0361  VERT ORDER  -  SECOND    CLASS 0
 DU0361
 DU0361.The horizontal coordinates were scaled from a topographic map and have
 DU0361.an estimated accuracy of +/- 6 seconds.
 DU0361
 DU0361.The orthometric height was determined by differential leveling
 DU0361.and adjusted in June 1991.
 DU0361
 DU0361.The geoid height was determined by GEOID03.
 DU0361
 DU0361.The dynamic height is computed by dividing the NAVD 88
 DU0361.geopotential number by the normal gravity value computed on the
 DU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0361.degrees latitude (g = 980.6199 gals.).
 DU0361
 DU0361.The modeled gravity was interpolated from observed gravity values.
 DU0361
 DU0361;                    North         East    Units  Estimated Accuracy
 DU0361;SPC AZ E     -   283,730.      171,810.      MT  (+/- 180 meters Scaled)
 DU0361
 DU0361                          SUPERSEDED SURVEY CONTROL
 DU0361
 DU0361  NGVD 29 (??/??/92) 1158.407  (m)         3800.54   (f) ADJ UNCH    2 0
 DU0361
 DU0361.Superseded values are not recommended for survey control.
 DU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0361.See file dsdata.txt to determine how the superseded data were derived.
 DU0361
 DU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC358132(NAD 83)
 DU0361_MARKER: DB = BENCH MARK DISK
 DU0361_SETTING: 66 = SET IN ROCK OUTCROP
 DU0361_SP_SET: LAVA OUTCROP
 DU0361_STAMPING: T 108 1935
 DU0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0361+STABILITY: POSITION/ELEVATION WELL
 DU0361
 DU0361  HISTORY     - Date     Condition        Report By
 DU0361  HISTORY     - 1935     MONUMENTED       CGS
 DU0361
 DU0361                          STATION DESCRIPTION
 DU0361
 DU0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0361'2.3 MI N FROM SAN CARLOS.
 DU0361'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA
 DU0361'COUNTY, THENCE ABOUT 18.2 MILES NORTHWEST ALONG THE SEVEN MILE CREEK
 DU0361'ROAD, ABOUT 0.9 MILE SOUTH OF THE BOUNDARY LINE BETWEEN CROOK NATIONAL
 DU0361'FOREST AND SAN CARLOS INDIAN RESERVATION, ABOUT 0.3 MILE SOUTH OF THE
 DU0361'RYAN RANCH SIGN, AT THE CURVE OF A WASH, IN THE TOP OF A RED LAVA
 DU0361'OUTCROP, 12 FEET WEST OF THE EAST EDGE, AND ABOUT 10 FEET HIGHER THAN
 DU0361'A STREAM BED.  A STANDARD DISK, STAMPED T 108 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0137 ***********************************************************************
 CH0137  DESIGNATION -  T 109
 CH0137  PID         -  CH0137
 CH0137  STATE/COUNTY-  AZ/PIMA
 CH0137  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0137
 CH0137                         *CURRENT SURVEY CONTROL
 CH0137  ___________________________________________________________________
 CH0137* NAD 83(1986)-  31 58 49.     (N)    113 00 59.     (W)     SCALED    
 CH0137* NAVD 88     -       380.93   (+/-2cm)    1249.8    (feet)  VERTCON   
 CH0137  ___________________________________________________________________
 CH0137  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 CH0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0137
 CH0137.The horizontal coordinates were scaled from a topographic map and have
 CH0137.an estimated accuracy of +/- 6 seconds.
 CH0137
 CH0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0137.The vertical order pertains to the NGVD 29 superseded value.
 CH0137
 CH0137.The geoid height was determined by GEOID03.
 CH0137
 CH0137;                    North         East    Units  Estimated Accuracy
 CH0137;SPC AZ C     -   109,210.      109,430.      MT  (+/- 180 meters Scaled)
 CH0137
 CH0137                          SUPERSEDED SURVEY CONTROL
 CH0137
 CH0137  NGVD 29 (??/??/92)  380.23   (m)         1247.5    (f) COMPUTED    2 0
 CH0137
 CH0137.Superseded values are not recommended for survey control.
 CH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0137.See file dsdata.txt to determine how the superseded data were derived.
 CH0137
 CH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA094400(NAD 83)
 CH0137_MARKER: DB = BENCH MARK DISK
 CH0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0137_STAMPING: T 109 1935
 CH0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0137+STABILITY: SURFACE MOTION
 CH0137
 CH0137  HISTORY     - Date     Condition        Report By
 CH0137  HISTORY     - 1935     MONUMENTED       CGS
 CH0137  HISTORY     - 1952     GOOD             NGS
 CH0137
 CH0137                          STATION DESCRIPTION
 CH0137
 CH0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CH0137'17.8 MI N FROM LUKEVILLE.
 CH0137'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0137'LUKEVILLE TO A JUNCTION, THENCE 14.05 MILES WEST ALONG TO QUITOVOQUITO
 CH0137'AND Y JUNCTION, THENCE 2.8 MILES NORTH ALONG THE BATES WELL ROAD, 1
 CH0137'MILE NORTHWEST OF A Y JUNCTION OF A ROAD TO DRIPPING SPRING, 0.65 MILE
 CH0137'SOUTH OF A SUMMIT, 13 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CH0137'2.2 FEET NORTH OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.4
 CH0137'FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0360 ***********************************************************************
 DA0360  DESIGNATION -  T 110
 DA0360  PID         -  DA0360
 DA0360  STATE/COUNTY-  AZ/PIMA
 DA0360  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0360
 DA0360                         *CURRENT SURVEY CONTROL
 DA0360  ___________________________________________________________________
 DA0360* NAD 83(1986)-  32 06 50.     (N)    112 46 10.     (W)     SCALED    
 DA0360* NAVD 88     -       571.569  (meters)    1875.22   (feet)  ADJUSTED  
 DA0360  ___________________________________________________________________
 DA0360  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DA0360  DYNAMIC HT  -         570.819 (meters)    1872.76  (feet)  COMP
 DA0360  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 DA0360
 DA0360  VERT ORDER  -  FIRST     CLASS II
 DA0360
 DA0360.The horizontal coordinates were scaled from a topographic map and have
 DA0360.an estimated accuracy of +/- 6 seconds.
 DA0360
 DA0360.The orthometric height was determined by differential leveling
 DA0360.and adjusted in June 1991.
 DA0360
 DA0360.The geoid height was determined by GEOID03.
 DA0360
 DA0360.The dynamic height is computed by dividing the NAVD 88
 DA0360.geopotential number by the normal gravity value computed on the
 DA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0360.degrees latitude (g = 980.6199 gals.).
 DA0360
 DA0360.The modeled gravity was interpolated from observed gravity values.
 DA0360
 DA0360;                    North         East    Units  Estimated Accuracy
 DA0360;SPC AZ C     -   123,810.      132,890.      MT  (+/- 180 meters Scaled)
 DA0360
 DA0360                          SUPERSEDED SURVEY CONTROL
 DA0360
 DA0360  NGVD 29 (??/??/92)  570.828  (m)         1872.79   (f) ADJ UNCH    1 2
 DA0360
 DA0360.Superseded values are not recommended for survey control.
 DA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0360.See file dsdata.txt to determine how the superseded data were derived.
 DA0360
 DA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA330544(NAD 83)
 DA0360_MARKER: DB = BENCH MARK DISK
 DA0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0360_STAMPING: T 110 1935
 DA0360_PROJECTION: PROJECTING 15 CENTIMETERS
 DA0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0360+STABILITY: SURFACE MOTION
 DA0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0360+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA0360
 DA0360  HISTORY     - Date     Condition        Report By
 DA0360  HISTORY     - 1935     MONUMENTED       CGS
 DA0360  HISTORY     - 1953     GOOD             NGS
 DA0360  HISTORY     - 1981     GOOD             NGS
 DA0360  HISTORY     - 19990120 GOOD             USPSQD
 DA0360  HISTORY     - 20061112 GOOD             USPSQD
 DA0360
 DA0360                          STATION DESCRIPTION
 DA0360
 DA0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0360'21.9 MI SE FROM AJO.
 DA0360'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0360'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0360'HIGHWAY 86, THENCE 11.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY,
 DA0360'62.3 FEET NORTHEAST OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF
 DA0360'A CULVERT, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET
 DA0360'NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET
 DA0360'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DA0360
 DA0360                          STATION RECOVERY (1981)
 DA0360
 DA0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0360'17.45 KM (10.85 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA0360'OF STATE HIGHWAY 86 IN WHY, 0.4 KM (0.25 MI) NORTHEAST OF HIGHWAY
 DA0360'MILEPOST 64, 12.8 M (42.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA0360'HIGHWAY, 18.9 M (62.3 FT) NORTHEAST OF THE NORTHEAST END OF THE
 DA0360'SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 DA0360'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA0360'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 DA0360
 DA0360                          STATION RECOVERY (1999)
 DA0360
 DA0360'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0360'RECOVERED IN GOOD CONDITION.
 DA0360
 DA0360                          STATION RECOVERY (2006)
 DA0360
 DA0360'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0137 ***********************************************************************
 ET0137  DESIGNATION -  T 111
 ET0137  PID         -  ET0137
 ET0137  STATE/COUNTY-  AZ/YAVAPAI
 ET0137  USGS QUAD   -  CHERRY (1973)
 ET0137
 ET0137                         *CURRENT SURVEY CONTROL
 ET0137  ___________________________________________________________________
 ET0137* NAD 83(1986)-  34 35 18.     (N)    112 03 08.     (W)     SCALED    
 ET0137* NAVD 88     -      1554.01   (+/-2cm)    5098.4    (feet)  VERTCON   
 ET0137  ___________________________________________________________________
 ET0137  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 ET0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0137
 ET0137.The horizontal coordinates were scaled from a topographic map and have
 ET0137.an estimated accuracy of +/- 6 seconds.
 ET0137
 ET0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0137.The vertical order pertains to the NGVD 29 superseded value.
 ET0137
 ET0137.The geoid height was determined by GEOID03.
 ET0137
 ET0137;                    North         East    Units  Estimated Accuracy
 ET0137;SPC AZ C     -   397,920.      200,930.      MT  (+/- 180 meters Scaled)
 ET0137
 ET0137                          SUPERSEDED SURVEY CONTROL
 ET0137
 ET0137  NGVD 29 (??/??/92) 1553.165  (m)         5095.68   (f) ADJ UNCH    2 0
 ET0137
 ET0137.Superseded values are not recommended for survey control.
 ET0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0137.See file dsdata.txt to determine how the superseded data were derived.
 ET0137
 ET0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD035278(NAD 83)
 ET0137_MARKER: DB = BENCH MARK DISK
 ET0137_SETTING: 80 = SET IN A BOULDER
 ET0137_SP_SET: BOULDER
 ET0137_STAMPING: T 111
 ET0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0137+STABILITY: SURFACE MOTION
 ET0137
 ET0137  HISTORY     - Date     Condition        Report By
 ET0137  HISTORY     - UNK      MONUMENTED       CGS
 ET0137  HISTORY     - 1973     GOOD             USGS
 ET0137  HISTORY     - 20090220 GOOD             GEOCAC
 ET0137
 ET0137                          STATION DESCRIPTION
 ET0137
 ET0137'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0137'0.4 MI SW FROM CHERRY.
 ET0137'ABOUT 0.5 MILES SOUTHWEST ALONG THE DEWEY ROAD FROM THE CROSSING OF
 ET0137'THE MAIN ROAD, IN CHERRY, AND THE CHERRY CREEK, ABOUT 90 FEET EAST OF
 ET0137'A 30 FOOT BOULDER 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 ET0137'3 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A GRANITE BOULDER.
 ET0137
 ET0137                          STATION RECOVERY (2009)
 ET0137
 ET0137'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ET0137'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0137'THE DESCRIPTION - THE MAIN ROAD IS CHERRY ROAD. HANDHELD COORDINATES
 ET0137'34 35 18.2 (N)   112 03 07.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0445 ***********************************************************************
 CG0445  DESIGNATION -  T 112
 CG0445  PID         -  CG0445
 CG0445  STATE/COUNTY-  AZ/PIMA
 CG0445  USGS QUAD   -  FRESNO WASH (1982)
 CG0445
 CG0445                         *CURRENT SURVEY CONTROL
 CG0445  ___________________________________________________________________
 CG0445* NAD 83(1986)-  31 48 55.     (N)    111 28 08.     (W)     SCALED    
 CG0445* NAVD 88     -       995.80   (+/-2cm)    3267.1    (feet)  VERTCON   
 CG0445  ___________________________________________________________________
 CG0445  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CG0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0445
 CG0445.The horizontal coordinates were scaled from a topographic map and have
 CG0445.an estimated accuracy of +/- 6 seconds.
 CG0445
 CG0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0445.The vertical order pertains to the NGVD 29 superseded value.
 CG0445
 CG0445.The geoid height was determined by GEOID03.
 CG0445
 CG0445;                    North         East    Units  Estimated Accuracy
 CG0445;SPC AZ C     -    90,470.      255,750.      MT  (+/- 180 meters Scaled)
 CG0445
 CG0445                          SUPERSEDED SURVEY CONTROL
 CG0445
 CG0445  NGVD 29 (??/??/92)  995.038  (m)         3264.55   (f) ADJ UNCH    2 0
 CG0445
 CG0445.Superseded values are not recommended for survey control.
 CG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0445.See file dsdata.txt to determine how the superseded data were derived.
 CG0445
 CG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA556200(NAD 83)
 CG0445_MARKER: DB = BENCH MARK DISK
 CG0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0445_STAMPING: T 112 1935
 CG0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0445+STABILITY: SURFACE MOTION
 CG0445
 CG0445  HISTORY     - Date     Condition        Report By
 CG0445  HISTORY     - 1935     MONUMENTED       CGS
 CG0445  HISTORY     - 1952     GOOD             NGS
 CG0445
 CG0445                          STATION DESCRIPTION
 CG0445
 CG0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0445'22.85 MI SW FROM THREE POINTS.
 CG0445'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0445'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 2.25 MILES WEST
 CG0445'ALONG THE ELKHORN RANCH ROAD, 1 MILE WEST OF A CATTLE GUARD AND (USGS
 CG0445'CHISELED SQUARE 3193.7), 133 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 CG0445'ROAD, 45.5 FEET NORTH OF THE CENTER OF A WIRE GATE AND FENCE LINE
 CG0445'LEADING EAST AND WEST, 2.2 FEET OF THE WITNESS POST, AND ABOUT LEVEL
 CG0445'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 CG0445'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0241 ***********************************************************************
 DT0241  DESIGNATION -  T 114
 DT0241  PID         -  DT0241
 DT0241  STATE/COUNTY-  AZ/APACHE
 DT0241  USGS QUAD   -  MOUNT BALDY (1978)
 DT0241
 DT0241                         *CURRENT SURVEY CONTROL
 DT0241  ___________________________________________________________________
 DT0241* NAD 83(1986)-  33 59 56.     (N)    109 30 27.     (W)     SCALED    
 DT0241* NAVD 88     -      2805.130  (meters)    9203.16   (feet)  ADJUSTED  
 DT0241  ___________________________________________________________________
 DT0241  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DT0241  DYNAMIC HT  -        2800.442 (meters)    9187.78  (feet)  COMP
 DT0241  MODELED GRAV-     978,862.4   (mgal)                       NAVD 88
 DT0241
 DT0241  VERT ORDER  -  SECOND    CLASS 0
 DT0241
 DT0241.The horizontal coordinates were scaled from a topographic map and have
 DT0241.an estimated accuracy of +/- 6 seconds.
 DT0241
 DT0241.The orthometric height was determined by differential leveling
 DT0241.and adjusted in June 1991.
 DT0241
 DT0241.The geoid height was determined by GEOID03.
 DT0241
 DT0241.The dynamic height is computed by dividing the NAVD 88
 DT0241.geopotential number by the normal gravity value computed on the
 DT0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0241.degrees latitude (g = 980.6199 gals.).
 DT0241
 DT0241.The modeled gravity was interpolated from observed gravity values.
 DT0241
 DT0241;                    North         East    Units  Estimated Accuracy
 DT0241;SPC AZ E     -   332,730.      274,250.      MT  (+/- 180 meters Scaled)
 DT0241
 DT0241                          SUPERSEDED SURVEY CONTROL
 DT0241
 DT0241  NGVD 29 (??/??/92) 2803.896  (m)         9199.12   (f) ADJ UNCH    2 0
 DT0241
 DT0241.Superseded values are not recommended for survey control.
 DT0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0241.See file dsdata.txt to determine how the superseded data were derived.
 DT0241
 DT0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC378630(NAD 83)
 DT0241_MARKER: DB = BENCH MARK DISK
 DT0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0241_STAMPING: T-114 1935
 DT0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0241+STABILITY: SURFACE MOTION
 DT0241
 DT0241  HISTORY     - Date     Condition        Report By
 DT0241  HISTORY     - 1935     MONUMENTED       CGS
 DT0241  HISTORY     - 1976     GOOD             USGS
 DT0241
 DT0241                          STATION DESCRIPTION
 DT0241
 DT0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0241'15.7 MI SW FROM SPRINGERVILLE.
 DT0241'15.7 MI SW ON HWY NO. 73, THENCE 4.5 MI S ALONG ROAD TO VOIGT RANCH
 DT0241'(5.5 MI N OF VOIGT RANCH) ON THE ROAD TO THE VOIGT RANCH, ABOUT 150
 DT0241'YDS SE OF THE SE END OF THE WHITE MT. RESERVOIR, 43 FEET W OF THE
 DT0241'CENTERLINE OF THE ROAD.  AND 30 FEET E OF A FENCE LINE.
 DT0241
 DT0241                          STATION RECOVERY (1976)
 DT0241
 DT0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DT0241'7.05 MILES SOUTH ALONG STATE HWY. 273 FROM THE JCT. OF STATE HWYS 260
 DT0241'AND 273, TO A ROAD JCT. EAST. THENCE NORTH ALONG DIRT ROAD 0.90
 DT0241'MILES. BM IS ABOUT .50 YARDS SOUTHEAST OF SOUTHEAST EDGE OF WHITE
 DT0241'MTN. RESERVOIR. 43 FEET EAST OF CENTER LINE OF RD. 30 FT. EAST OF A
 DT0241'FENCE, A STANDARD C AND GS TABLET STAMPED T 114 1935 SET IN TOP OF A
 DT0241'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0457 ***********************************************************************
 CG0457  DESIGNATION -  T 115
 CG0457  PID         -  CG0457
 CG0457  STATE/COUNTY-  AZ/PIMA
 CG0457  USGS QUAD   -  PENITAS HILLS (1979)
 CG0457
 CG0457                         *CURRENT SURVEY CONTROL
 CG0457  ___________________________________________________________________
 CG0457* NAD 83(1986)-  31 48 01.     (N)    111 15 59.     (W)     SCALED    
 CG0457* NAVD 88     -      1100.21   (+/-2cm)    3609.6    (feet)  VERTCON   
 CG0457  ___________________________________________________________________
 CG0457  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CG0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0457
 CG0457.The horizontal coordinates were scaled from a topographic map and have
 CG0457.an estimated accuracy of +/- 6 seconds.
 CG0457
 CG0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0457.The vertical order pertains to the NGVD 29 superseded value.
 CG0457
 CG0457.The geoid height was determined by GEOID03.
 CG0457
 CG0457;                    North         East    Units  Estimated Accuracy
 CG0457;SPC AZ C     -    88,910.      274,930.      MT  (+/- 180 meters Scaled)
 CG0457
 CG0457                          SUPERSEDED SURVEY CONTROL
 CG0457
 CG0457  NGVD 29 (??/??/92) 1099.422  (m)         3607.02   (f) ADJ UNCH    2 0
 CG0457
 CG0457.Superseded values are not recommended for survey control.
 CG0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0457.See file dsdata.txt to determine how the superseded data were derived.
 CG0457
 CG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA747183(NAD 83)
 CG0457_MARKER: DB = BENCH MARK DISK
 CG0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0457_STAMPING: T 115 1935
 CG0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0457+STABILITY: SURFACE MOTION
 CG0457
 CG0457  HISTORY     - Date     Condition        Report By
 CG0457  HISTORY     - 1935     MONUMENTED       CGS
 CG0457  HISTORY     - 1951     GOOD             NGS
 CG0457  HISTORY     - 1975     GOOD             USGS
 CG0457
 CG0457                          STATION DESCRIPTION
 CG0457
 CG0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0457'28.7 MI SE FROM THREE POINTS.
 CG0457'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0457'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG SASABE ROAD, THENCE 9.4
 CG0457'MILES EAST ALONG A TRACK ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT
 CG0457'AND GRAVEL ROAD TO A T JUNCTION WITH A TRACK ROAD LEADING SOUTHEAST,
 CG0457'THENCE ACROSS THE RAVINE FOR 0.3 MILE, THENCE 0.4 MILE UP THE RAVINE
 CG0457'IN A NORTHEAST DIRECTION, 0.45 MILE NORTHEAST OF A Y JUNCTION OF A
 CG0457'ROAD LEADING SOUTH, 0.3 MILE NORTHEAST OF A T JUNCTION OF A VERY DIM
 CG0457'TRACK ROAD LEADING WEST, 90 FEET SOUTH OF AN EXPOSED 22 INCH WATER
 CG0457'PIPE LINE, 65 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 45
 CG0457'FEET NORTH OF THE NORTH BASE OF A LONG RIDGE, 2.3 FEET NORTH OF A
 CG0457'WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 CG0457'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0457
 CG0457                          STATION RECOVERY (1975)
 CG0457
 CG0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0457'THREE POINTS, 0.2 MI E. OF THREE POINTS SCHOOL, ALONG STATE HWY. 86,
 CG0457'THENCE 17.2 MI S. ALONG STATE HWY. 286, THENCE 9.1 MI E. ALONG TRACK
 CG0457'RD. TO RD. X-ING, THENCE 1.2 MI S. ALONG TRACK RD. TO PAPAGO WELL,
 CG0457'THENCE 0.4 MI W. ALONG TRACK RD. 65 FT S. OF CENTERLINE OF RD. SET IN
 CG0457'TOP OF CONCRETE POST PROJECTING 0.5 FT ABOVE GROUND. STANDARD DISK
 CG0457'STAMPED T 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0545 ***********************************************************************
 FS0545  DESIGNATION -  T 116
 FS0545  PID         -  FS0545
 FS0545  STATE/COUNTY-  AZ/MOHAVE
 FS0545  USGS QUAD   -  CHLORIDE (1968)
 FS0545
 FS0545                         *CURRENT SURVEY CONTROL
 FS0545  ___________________________________________________________________
 FS0545* NAD 83(1986)-  35 23 50.     (N)    114 12 01.     (W)     SCALED    
 FS0545* NAVD 88     -      1180.793  (meters)    3873.99   (feet)  ADJUSTED  
 FS0545  ___________________________________________________________________
 FS0545  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS0545  DYNAMIC HT  -        1179.386 (meters)    3869.37  (feet)  COMP
 FS0545  MODELED GRAV-     979,401.5   (mgal)                       NAVD 88
 FS0545  OBS GRAVITY -     979,402.8   (mgal)                       GRAV_OBS
 FS0545
 FS0545  VERT ORDER  -  FIRST     CLASS II
 FS0545
 FS0545.The horizontal coordinates were scaled from a topographic map and have
 FS0545.an estimated accuracy of +/- 6 seconds.
 FS0545
 FS0545.The orthometric height was determined by differential leveling
 FS0545.and adjusted in June 1991.
 FS0545
 FS0545.The geoid height was determined by GEOID03.
 FS0545
 FS0545.The dynamic height is computed by dividing the NAVD 88
 FS0545.geopotential number by the normal gravity value computed on the
 FS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0545.degrees latitude (g = 980.6199 gals.).
 FS0545
 FS0545.The modeled gravity was interpolated from observed gravity values.
 FS0545.The observed gravity was obtained from relative gravimeter ties
 FS0545.to the IGSN71 gravity network.
 FS0545
 FS0545;                    North         East    Units  Estimated Accuracy
 FS0545;SPC AZ W     -   487,750.      172,460.      MT  (+/- 180 meters Scaled)
 FS0545
 FS0545                          SUPERSEDED SURVEY CONTROL
 FS0545
 FS0545  NGVD 29 (??/??/92) 1179.952  (m)         3871.23   (f) ADJ UNCH    1 2
 FS0545
 FS0545.Superseded values are not recommended for survey control.
 FS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0545.See file dsdata.txt to determine how the superseded data were derived.
 FS0545
 FS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV542206(NAD 83)
 FS0545_MARKER: DB = BENCH MARK DISK
 FS0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0545_STAMPING: T 116 1935
 FS0545_MARK LOGO: CGS   
 FS0545_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0545+STABILITY: SURFACE MOTION
 FS0545
 FS0545  HISTORY     - Date     Condition        Report By
 FS0545  HISTORY     - 1935     MONUMENTED       CGS
 FS0545  HISTORY     - 1940     GOOD             NGS
 FS0545  HISTORY     - 1982     GOOD             NGS
 FS0545  HISTORY     - 1982     GOOD             NGS
 FS0545
 FS0545                          STATION DESCRIPTION
 FS0545
 FS0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0545'1.1 MI S FROM CHLORIDE.
 FS0545'1.1 MILES SOUTH ALONG THE OLD KINGMAN ROAD FROM CHLORIDE, ABOUT
 FS0545'450 FEET SOUTH OF THE JUNCTION OF A ROAD LEADING WEST TO A
 FS0545'DUMP, 47 FEET WEST OF THE CENTERLINE OF THE OLD ROAD, AND 2.4
 FS0545'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FS0545'STAMPED T 116 1935 AND SET IN THE TOP OF A CONCRETE POST
 FS0545'PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0545
 FS0545                          STATION RECOVERY (1982)
 FS0545
 FS0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0545'1.8 KM (1.1 MI) SOUTH ALONG THE OLD HIGHWAY FROM THE POST OFFICE IN
 FS0545'CHLORIDE, 137.2 METERS (450 FT) SOUTH OF THE JUNCTION OF A ROAD
 FS0545'LEADING TO A DUMP, 14.3 METERS (47 FT) WEST OF THE CENTERLINE OF THE
 FS0545'OLD HIGHWAY.
 FS0545'THE MARK IS 0.73 METERS  W FROM A WITNESS POST.
 FS0545
 FS0545                          STATION RECOVERY (1982)
 FS0545
 FS0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0545'1.8 KM (1.1 MI) SOUTH ALONG THE OLD HIGHWAY FROM THE POST OFFICE IN
 FS0545'CHLORIDE, 137.2 METERS (450 FT) SOUTH OF THE JUNCTION OF A ROAD
 FS0545'LEADING TO A DUMP, 14.3 METERS (47 FT) WEST OF THE CENTERLINE OF THE
 FS0545'OLD HIGHWAY.
 FS0545'THE MARK IS 0.73 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0606 ***********************************************************************
 CG0606  DESIGNATION -  T 117
 CG0606  PID         -  CG0606
 CG0606  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0606  USGS QUAD   -  RUBY (1981)
 CG0606
 CG0606                         *CURRENT SURVEY CONTROL
 CG0606  ___________________________________________________________________
 CG0606* NAD 83(1986)-  31 28 09.     (N)    111 12 55.     (W)     SCALED    
 CG0606* NAVD 88     -      1353.09   (+/-2cm)    4439.3    (feet)  VERTCON   
 CG0606  ___________________________________________________________________
 CG0606  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CG0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0606
 CG0606.The horizontal coordinates were scaled from a topographic map and have
 CG0606.an estimated accuracy of +/- 6 seconds.
 CG0606
 CG0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0606.The vertical order pertains to the NGVD 29 superseded value.
 CG0606
 CG0606.The geoid height was determined by GEOID03.
 CG0606
 CG0606;                    North         East    Units  Estimated Accuracy
 CG0606;SPC AZ C     -    52,230.      280,010.      MT  (+/- 180 meters Scaled)
 CG0606
 CG0606                          SUPERSEDED SURVEY CONTROL
 CG0606
 CG0606  NGVD 29 (??/??/92) 1352.195  (m)         4436.33   (f) ADJ UNCH    2 0
 CG0606
 CG0606.Superseded values are not recommended for survey control.
 CG0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0606.See file dsdata.txt to determine how the superseded data were derived.
 CG0606
 CG0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV795816(NAD 83)
 CG0606_MARKER: DB = BENCH MARK DISK
 CG0606_SETTING: 66 = SET IN ROCK OUTCROP
 CG0606_SP_SET: ROCK LEDGE
 CG0606_STAMPING: T 117 1935
 CG0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0606+STABILITY: POSITION/ELEVATION WELL
 CG0606
 CG0606  HISTORY     - Date     Condition        Report By
 CG0606  HISTORY     - 1935     MONUMENTED       CGS
 CG0606
 CG0606                          STATION DESCRIPTION
 CG0606
 CG0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0606'2.0 MI SE FROM RUBY.
 CG0606'2.0 MILES SOUTHEAST ALONG THE NOGALES ROAD FROM RUBY, SANTA CRUZ
 CG0606'COUNTY, 1.8 MILES SOUTHEAST OF THE PUBLIC SCHOOL, 0.5 MILE NORTHWEST
 CG0606'OF THE JUNCTION OF A ROAD LEADING NORTH, ON THE INSIDE OF A SHARP
 CG0606'CURVE, 85 FEET NORTH OF A WATER PIPE LINE, 37 FEET SOUTH OF THE
 CG0606'CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK LEDGE, AND 3 FEET HIGHER
 CG0606'THAN THE ROAD.  A STANDARD DISK, STAMPED T 117 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0632 ***********************************************************************
 CG0632  DESIGNATION -  T 118
 CG0632  PID         -  CG0632
 CG0632  STATE/COUNTY-  AZ/PIMA
 CG0632  USGS QUAD   -  SELLS EAST (1982)
 CG0632
 CG0632                         *CURRENT SURVEY CONTROL
 CG0632  ___________________________________________________________________
 CG0632* NAD 83(1986)-  31 55 28.     (N)    111 48 21.     (W)     SCALED    
 CG0632* NAVD 88     -       779.97   (+/-2cm)    2559.0    (feet)  VERTCON   
 CG0632  ___________________________________________________________________
 CG0632  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CG0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0632
 CG0632.The horizontal coordinates were scaled from a topographic map and have
 CG0632.an estimated accuracy of +/- 6 seconds.
 CG0632
 CG0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0632.The vertical order pertains to the NGVD 29 superseded value.
 CG0632
 CG0632.The geoid height was determined by GEOID03.
 CG0632
 CG0632;                    North         East    Units  Estimated Accuracy
 CG0632;SPC AZ C     -   102,500.      223,840.      MT  (+/- 180 meters Scaled)
 CG0632
 CG0632                          SUPERSEDED SURVEY CONTROL
 CG0632
 CG0632  NGVD 29 (??/??/92)  779.263  (m)         2556.63   (f) ADJ UNCH    2 0
 CG0632
 CG0632.Superseded values are not recommended for survey control.
 CG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0632.See file dsdata.txt to determine how the superseded data were derived.
 CG0632
 CG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA238323(NAD 83)
 CG0632_MARKER: DB = BENCH MARK DISK
 CG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0632_STAMPING: T 118 1935
 CG0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0632+STABILITY: SURFACE MOTION
 CG0632
 CG0632  HISTORY     - Date     Condition        Report By
 CG0632  HISTORY     - 1935     MONUMENTED       CGS
 CG0632  HISTORY     - 1952     GOOD             NGS
 CG0632
 CG0632                          STATION DESCRIPTION
 CG0632
 CG0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0632'5.2 MI E FROM SELLS.
 CG0632'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0632'THENCE 3.7 MILES EAST ALONG THE STATE HIGHWAY 86, 151 1/2 FEET SOUTH
 CG0632'OF THE CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF A DIM ROAD LEADING
 CG0632'SOUTH, 41 FEET SOUTHEAST OF A TELEPHONE POLE, 1.9 FEET NORTH OF A
 CG0632'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 CG0632'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0392 ***********************************************************************
 FS0392  DESIGNATION -  T 119
 FS0392  PID         -  FS0392
 FS0392  STATE/COUNTY-  AZ/MOHAVE
 FS0392  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0392
 FS0392                         *CURRENT SURVEY CONTROL
 FS0392  ___________________________________________________________________
 FS0392* NAD 83(1986)-  35 56 10.     (N)    114 29 20.     (W)     SCALED    
 FS0392* NAVD 88     -       508.447  (meters)    1668.13   (feet)  POSTED    
 FS0392  ___________________________________________________________________
 FS0392  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FS0392  DYNAMIC HT  -         507.930 (meters)    1666.43  (feet)  COMP
 FS0392  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 FS0392
 FS0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0392
 FS0392.The horizontal coordinates were scaled from a topographic map and have
 FS0392.an estimated accuracy of +/- 6 seconds.
 FS0392
 FS0392.The orthometric height was determined by differential leveling
 FS0392.and adjusted by the  in 1992.
 FS0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0392.rate of 0.0 thru 1.0 mm/km.
 FS0392
 FS0392.The geoid height was determined by GEOID03.
 FS0392
 FS0392.The dynamic height is computed by dividing the NAVD 88
 FS0392.geopotential number by the normal gravity value computed on the
 FS0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0392.degrees latitude (g = 980.6199 gals.).
 FS0392
 FS0392.The modeled gravity was interpolated from observed gravity values.
 FS0392
 FS0392;                    North         East    Units  Estimated Accuracy
 FS0392;SPC AZ W     -   547,700.      146,690.      MT  (+/- 180 meters Scaled)
 FS0392
 FS0392                          SUPERSEDED SURVEY CONTROL
 FS0392
 FS0392  NGVD 29 (??/??/92)  507.72   (m)         1665.7    (f) COMPUTED    1 2
 FS0392
 FS0392.Superseded values are not recommended for survey control.
 FS0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0392.See file dsdata.txt to determine how the superseded data were derived.
 FS0392
 FS0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV265797(NAD 83)
 FS0392_MARKER: DB = BENCH MARK DISK
 FS0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0392_STAMPING: T 119 1935
 FS0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0392+STABILITY: SURFACE MOTION
 FS0392
 FS0392  HISTORY     - Date     Condition        Report By
 FS0392  HISTORY     - 1935     MONUMENTED       CGS
 FS0392  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0392  HISTORY     - 1963     MARK NOT FOUND   NGS
 FS0392
 FS0392                          STATION DESCRIPTION
 FS0392
 FS0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0392'10.2 MI S FROM MOUTH OF DETRITAL WASH.
 FS0392'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE HILLS
 FS0392'ROAD TO JUNCTION OF DETRITAL WASH ROAD, 10.7 MILES NORTH ALONG
 FS0392'DETRITAL WASH ROAD, 315 FEET SOUTH OF A HILL, 55 FEET WEST OF
 FS0392'THE CENTER OF A WASH, AND 24 FEET EAST OF THE CENTERLINE OF THE
 FS0392'ROAD.  A STANDARD DISK, STAMPED T 119 1935 AND SET IN THE TOP
 FS0392'OF A CONCRETE POST.  NOTE-- IT IS POSSIBLE THAT THE MARK HAS BEEN
 FS0392'COVERED BY DRIFT WOOD AND SAND THAT HAS COLLECTED AT THIS POINT.
 FS0392
 FS0392                          STATION RECOVERY (1963)
 FS0392
 FS0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1085 ***********************************************************************
 DV1085  DESIGNATION -  T 12
 DV1085  PID         -  DV1085
 DV1085  STATE/COUNTY-  AZ/LA PAZ
 DV1085  USGS QUAD   -  HARRISBURG VALLEY (1990)
 DV1085
 DV1085                         *CURRENT SURVEY CONTROL
 DV1085  ___________________________________________________________________
 DV1085* NAD 83(1986)-  33 44 10.     (N)    113 31 52.     (W)     SCALED    
 DV1085* NAVD 88     -       520.91   (+/-2cm)    1709.0    (feet)  VERTCON   
 DV1085  ___________________________________________________________________
 DV1085  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DV1085  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1085
 DV1085.The horizontal coordinates were scaled from a topographic map and have
 DV1085.an estimated accuracy of +/- 6 seconds.
 DV1085
 DV1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1085.The vertical order pertains to the NGVD 29 superseded value.
 DV1085
 DV1085.The geoid height was determined by GEOID03.
 DV1085
 DV1085;                    North         East    Units  Estimated Accuracy
 DV1085;SPC AZ W     -   303,420.      233,640.      MT  (+/- 180 meters Scaled)
 DV1085
 DV1085                          SUPERSEDED SURVEY CONTROL
 DV1085
 DV1085  NGVD 29 (??/??/92)  520.201  (m)         1706.69   (f) ADJ UNCH    1 2
 DV1085
 DV1085.Superseded values are not recommended for survey control.
 DV1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1085.See file dsdata.txt to determine how the superseded data were derived.
 DV1085
 DV1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC655357(NAD 83)
 DV1085_MARKER: DB = BENCH MARK DISK
 DV1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1085_STAMPING: 1706.693 T 12 1927
 DV1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1085+STABILITY: SURFACE MOTION
 DV1085
 DV1085  HISTORY     - Date     Condition        Report By
 DV1085  HISTORY     - 1927     MONUMENTED       CGS
 DV1085  HISTORY     - 1934     GOOD             NGS
 DV1085  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1085  HISTORY     - 19870224 MARK NOT FOUND   USGS
 DV1085
 DV1085                          STATION DESCRIPTION
 DV1085
 DV1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1085'5.7 MI SE FROM SALOME.
 DV1085'5.7 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD FROM THE JUNCTION OF
 DV1085'U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, NEAR THE NORD RANCH, OPPOSITE
 DV1085'A HOUSE IN A SADDLE SOUTH OF THE ROAD, 150 FEET SOUTHEAST OF A BLAZED
 DV1085'GIANT CACTUS NORTH OF THE ROAD, AND 33 FEET SOUTH OF THE CENTERLINE OF
 DV1085'THE ROAD.  A STANDARD DISK, STAMPED 1706.693 T 12 1927 AND SET IN THE
 DV1085'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 DV1085
 DV1085                          STATION RECOVERY (1981)
 DV1085
 DV1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1085'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DV1085
 DV1085                          STATION RECOVERY (1987)
 DV1085
 DV1085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0424 ***********************************************************************
 GR0424  DESIGNATION -  T 120
 GR0424  PID         -  GR0424
 GR0424  STATE/COUNTY-  AZ/MOHAVE
 GR0424  USGS QUAD   -  BONELLI BAY (1983)
 GR0424
 GR0424                         *CURRENT SURVEY CONTROL
 GR0424  ___________________________________________________________________
 GR0424* NAD 83(1986)-  36 02 02.     (N)    114 27 50.     (W)     SCALED    
 GR0424* NAVD 88     -       382.279  (meters)    1254.19   (feet)  POSTED    
 GR0424  ___________________________________________________________________
 GR0424  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0424  DYNAMIC HT  -         381.900 (meters)    1252.95  (feet)  COMP
 GR0424  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 GR0424
 GR0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0424
 GR0424.The horizontal coordinates were scaled from a topographic map and have
 GR0424.an estimated accuracy of +/- 6 seconds.
 GR0424
 GR0424.The orthometric height was determined by differential leveling
 GR0424.and adjusted by the  in 1992.
 GR0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0424.rate of 0.0 thru 1.0 mm/km.
 GR0424
 GR0424.The geoid height was determined by GEOID03.
 GR0424
 GR0424.The dynamic height is computed by dividing the NAVD 88
 GR0424.geopotential number by the normal gravity value computed on the
 GR0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0424.degrees latitude (g = 980.6199 gals.).
 GR0424
 GR0424.The modeled gravity was interpolated from observed gravity values.
 GR0424
 GR0424;                    North         East    Units  Estimated Accuracy
 GR0424;SPC AZ W     -   558,530.      149,020.      MT  (+/- 180 meters Scaled)
 GR0424
 GR0424                          SUPERSEDED SURVEY CONTROL
 GR0424
 GR0424  NGVD 29 (??/??/92)  381.560  (m)         1251.83   (f) ADJ UNCH    1 1
 GR0424
 GR0424.Superseded values are not recommended for survey control.
 GR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0424.See file dsdata.txt to determine how the superseded data were derived.
 GR0424
 GR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV284906(NAD 83)
 GR0424_MARKER: DB = BENCH MARK DISK
 GR0424_SETTING: 80 = SET IN A BOULDER
 GR0424_SP_SET: BOULDER
 GR0424_STAMPING: T 120 1935
 GR0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0424+STABILITY: SURFACE MOTION
 GR0424
 GR0424  HISTORY     - Date     Condition        Report By
 GR0424  HISTORY     - 1935     MONUMENTED       CGS
 GR0424  HISTORY     - 1950     GOOD             NGS
 GR0424  HISTORY     - 1963     GOOD             NGS
 GR0424
 GR0424                          STATION DESCRIPTION
 GR0424
 GR0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0424'1.3 MI S FROM MOUTH OF DETRITAL WASH.
 GR0424'1.3 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0424'ABOUT MIDWAY BETWEEN THE WEST BANK OF THE MAIN CHANNEL AND THE
 GR0424'FOOTHILLS, 48 FEET NORTH OF THE NORTH EDGE OF A DRY WASH, IN THE TOP
 GR0424'OF A 4- BY 3-FOOT BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, AND
 GR0424'5.0 FEET EAST OF A WITNESS POST.
 GR0424
 GR0424                          STATION RECOVERY (1963)
 GR0424
 GR0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0305 ***********************************************************************
 FS0305  DESIGNATION -  T 121
 FS0305  PID         -  FS0305
 FS0305  STATE/COUNTY-  AZ/MOHAVE
 FS0305  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0305
 FS0305                         *CURRENT SURVEY CONTROL
 FS0305  ___________________________________________________________________
 FS0305* NAD 83(1992)-  35 37 08.90141(N)    114 25 05.07965(W)     ADJUSTED  
 FS0305* NAVD 88     -       814.136  (meters)    2671.04   (feet)  ADJUSTED  
 FS0305  ___________________________________________________________________
 FS0305  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 FS0305  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0305  DYNAMIC HT  -         813.234 (meters)    2668.09  (feet)  COMP
 FS0305  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 FS0305
 FS0305  HORZ ORDER  -  SECOND
 FS0305  VERT ORDER  -  FIRST     CLASS I
 FS0305
 FS0305.The horizontal coordinates were established by classical geodetic methods
 FS0305.and adjusted by the National Geodetic Survey in August 1993.
 FS0305
 FS0305.The orthometric height was determined by differential leveling
 FS0305.and adjusted in June 1991.
 FS0305
 FS0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0305
 FS0305.The geoid height was determined by GEOID03.
 FS0305
 FS0305.The dynamic height is computed by dividing the NAVD 88
 FS0305.geopotential number by the normal gravity value computed on the
 FS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0305.degrees latitude (g = 980.6199 gals.).
 FS0305
 FS0305.The modeled gravity was interpolated from observed gravity values.
 FS0305
 FS0305;                    North         East     Units Scale Factor Converg.
 FS0305;SPC AZ W     -   512,481.110   152,838.943   MT  0.99997845   -0 23 20.7
 FS0305;SPC AZ W     - 1,681,368.47    501,440.10   iFT  0.99997845   -0 23 20.7
 FS0305;UTM  11      - 3,944,776.520   733,841.936   MT  1.00027389   +1 30 15.8
 FS0305
 FS0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0305!SPC AZ W     -   0.99987669  x   0.99997845  =   0.99985514
 FS0305!UTM  11      -   0.99987669  x   1.00027389  =   1.00015055
 FS0305
 FS0305                          SUPERSEDED SURVEY CONTROL
 FS0305
 FS0305  NAD 83(1986)-  35 37 08.89889(N)    114 25 05.07451(W) AD(       ) 2
 FS0305  NAD 27      -  35 37 08.92600(N)    114 25 02.19900(W) AD(       ) 2
 FS0305  NGVD 29 (??/??/92)  813.408  (m)         2668.66   (f) ADJ UNCH    1 1
 FS0305
 FS0305.Superseded values are not recommended for survey control.
 FS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0305.See file dsdata.txt to determine how the superseded data were derived.
 FS0305
 FS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3384244777(NAD 83)
 FS0305_MARKER: DB = BENCH MARK DISK
 FS0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0305_STAMPING: T 121 1935
 FS0305_MARK LOGO: CGS   
 FS0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0305+STABILITY: SURFACE MOTION
 FS0305
 FS0305  HISTORY     - Date     Condition        Report By
 FS0305  HISTORY     - 1935     MONUMENTED       CGS
 FS0305  HISTORY     - 1949     GOOD             NGS
 FS0305  HISTORY     - 1950     GOOD             CGS
 FS0305  HISTORY     - 1950     GOOD             NGS
 FS0305  HISTORY     - 1981     MARK NOT FOUND   USGS
 FS0305  HISTORY     - 1982     GOOD             NGS
 FS0305  HISTORY     - 19870304 MARK NOT FOUND   USPSQD
 FS0305
 FS0305                          STATION DESCRIPTION
 FS0305
 FS0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0305'17.9 MI NW FROM GRASSHOPPER JUNCTION.
 FS0305'17.9 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0305'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 172 1/2 FEET NORTHEAST
 FS0305'OF AND ACROSS THE HIGHWAY FROM MILEPOST 35, 100.8 FEET NORTHEAST
 FS0305'OF THE CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHWEST OF THE
 FS0305'SOUTHWEST BANK OF A SMALL DRAINAGE DITCH, 2.2 FEET EAST OF A
 FS0305'WITNESS POST, 0.6 FOOT NORTHEAST OF A FENCE, ABOUT 2 FEET LOWER
 FS0305'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0305'PROJECTING 0.5 FOOT ABOVE THE GROUND.  U.S. HIGHWAY 93 IS NOW
 FS0305'U.S. HIGHWAY 93-466.  THE STATION IS LOCATED FROM CHLORIDE (BY
 FS0305'ROAD) FROM THE POST OFFICE BY GOING WEST 3.7 MILES TO THE
 FS0305'INTERSECTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 93-466, THENCE
 FS0305'NORTH ON U.S. HIGHWAY 16.7 MILES TO THE STATION IN THE EAST
 FS0305'RIGHT-OF-WAY FENCE LINE.  THE STATION IS 2.4 FEET SOUTHEAST OF
 FS0305'A WITNESS POST, AND PROJECTS ABOUT 8 INCHES.
 FS0305
 FS0305                          STATION RECOVERY (1950)
 FS0305
 FS0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FS0305'B.M. T 121 IS NORTHEAST OF STATION DETRITAL IN THE EAST
 FS0305'HIGHWAY RIGHT-OF-WAY FENCE, 101 FEET EAST OF THE CENTER LINE
 FS0305'OF HIGHWAY, AND 2.4 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 FS0305'IS A STANDARD BENCH MARK DISK SET IN A 10 INCH SQUARE CONCRETE
 FS0305'POST, PROJECTING ABOUT 8 INCHES.  STAMPED T 121 1935.
 FS0305'
 FS0305'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 FS0305'62 WITH U.S. HIGHWAY 93-466 WHICH IS ABOUT 19 MILES NORTHWEST
 FS0305'OF KINGMAN, GO NORTHWEST ON U.S. HIGHWAY 93-466 FOR 15.8 MILES
 FS0305'TO THE BRIDGE OVER DETRITAL WASH.  DETRITAL AZIMUTH MARK ON THE RIGHT
 FS0305'AS DESCRIBED.  THENCE CONTINUE ON HIGHWAY 0.8 MILE TO THE STATION.
 FS0305
 FS0305                          STATION RECOVERY (1950)
 FS0305
 FS0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FS0305'RECOVERED IN GOOD CONDITION.
 FS0305
 FS0305                          STATION RECOVERY (1981)
 FS0305
 FS0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FS0305'MARK NOT FOUND.
 FS0305
 FS0305                          STATION RECOVERY (1982)
 FS0305
 FS0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0305'RECOVERED IN GOOD CONDITION.
 FS0305
 FS0305                          STATION RECOVERY (1987)
 FS0305
 FS0305'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0933 ***********************************************************************
 FS0933  DESIGNATION -  T 121 RESET
 FS0933  PID         -  FS0933
 FS0933  STATE/COUNTY-  AZ/MOHAVE
 FS0933  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0933
 FS0933                         *CURRENT SURVEY CONTROL
 FS0933  ___________________________________________________________________
 FS0933* NAD 83(1986)-  35 37 06.     (N)    114 25 09.     (W)     SCALED    
 FS0933* NAVD 88     -       815.195  (meters)    2674.52   (feet)  ADJUSTED  
 FS0933  ___________________________________________________________________
 FS0933  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0933  DYNAMIC HT  -         814.291 (meters)    2671.55  (feet)  COMP
 FS0933  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 FS0933
 FS0933  VERT ORDER  -  FIRST     CLASS II
 FS0933
 FS0933.The horizontal coordinates were scaled from a topographic map and have
 FS0933.an estimated accuracy of +/- 6 seconds.
 FS0933
 FS0933.The orthometric height was determined by differential leveling
 FS0933.and adjusted in June 1991.
 FS0933
 FS0933.The geoid height was determined by GEOID03.
 FS0933
 FS0933.The dynamic height is computed by dividing the NAVD 88
 FS0933.geopotential number by the normal gravity value computed on the
 FS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0933.degrees latitude (g = 980.6199 gals.).
 FS0933
 FS0933.The modeled gravity was interpolated from observed gravity values.
 FS0933
 FS0933;                    North         East    Units  Estimated Accuracy
 FS0933;SPC AZ W     -   512,390.      152,740.      MT  (+/- 180 meters Scaled)
 FS0933
 FS0933                          SUPERSEDED SURVEY CONTROL
 FS0933
 FS0933.No superseded survey control is available for this station.
 FS0933
 FS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV337446(NAD 83)
 FS0933_MARKER: DB = BENCH MARK DISK
 FS0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0933_SP_SET: CONCRETE POST
 FS0933_STAMPING: T 121 RESET 1981
 FS0933_MARK LOGO: NGS   
 FS0933_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0933+STABILITY: SURFACE MOTION
 FS0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0933+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 FS0933
 FS0933  HISTORY     - Date     Condition        Report By
 FS0933  HISTORY     - 1981     MONUMENTED       AZDT
 FS0933  HISTORY     - 1982     GOOD             NGS
 FS0933  HISTORY     - 20050717 GOOD             USPSQD
 FS0933
 FS0933                          STATION DESCRIPTION
 FS0933
 FS0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0933'28.8 KM (17.9 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0933'28.8 KM (17.9 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0933'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, AT MILEPOST 35, 29.8 METERS
 FS0933'(98 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.3 METERS (43.6
 FS0933'FT) SOUTHEAST OF TRIANGULATION STATION DETRITAL, 0.6 METER (2 FT)
 FS0933'NORTHEAST OF A FENCE.
 FS0933'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FS0933'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0933
 FS0933                          STATION RECOVERY (2005)
 FS0933
 FS0933'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FS0933'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0705 ***********************************************************************
 CG0705  DESIGNATION -  T 122
 CG0705  PID         -  CG0705
 CG0705  STATE/COUNTY-  AZ/PIMA
 CG0705  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0705
 CG0705                         *CURRENT SURVEY CONTROL
 CG0705  ___________________________________________________________________
 CG0705* NAD 83(1986)-  31 31 27.     (N)    111 39 44.     (W)     SCALED    
 CG0705* NAVD 88     -       919.05   (+/-2cm)    3015.2    (feet)  VERTCON   
 CG0705  ___________________________________________________________________
 CG0705  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CG0705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0705
 CG0705.The horizontal coordinates were scaled from a topographic map and have
 CG0705.an estimated accuracy of +/- 6 seconds.
 CG0705
 CG0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0705.The vertical order pertains to the NGVD 29 superseded value.
 CG0705
 CG0705.The geoid height was determined by GEOID03.
 CG0705
 CG0705;                    North         East    Units  Estimated Accuracy
 CG0705;SPC AZ C     -    58,140.      237,520.      MT  (+/- 180 meters Scaled)
 CG0705
 CG0705                          SUPERSEDED SURVEY CONTROL
 CG0705
 CG0705  NGVD 29 (??/??/92)  918.281  (m)         3012.73   (f) ADJ UNCH    2 0
 CG0705
 CG0705.Superseded values are not recommended for survey control.
 CG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0705.See file dsdata.txt to determine how the superseded data were derived.
 CG0705
 CG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV371878(NAD 83)
 CG0705_MARKER: DB = BENCH MARK DISK
 CG0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0705_STAMPING: T 122 1935
 CG0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0705+STABILITY: SURFACE MOTION
 CG0705
 CG0705  HISTORY     - Date     Condition        Report By
 CG0705  HISTORY     - 1935     MONUMENTED       CGS
 CG0705  HISTORY     - 1952     GOOD             NGS
 CG0705  HISTORY     - 1977     GOOD             USGS
 CG0705
 CG0705                          STATION DESCRIPTION
 CG0705
 CG0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0705'13.4 MI SE FROM SAN MIGUEL.
 CG0705'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0705'MIGUEL, THENCE 9.1 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0705'43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A
 CG0705'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 CG0705'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND A METAL
 CG0705'TAG STAMPED 3013.1.
 CG0705
 CG0705                          STATION RECOVERY (1977)
 CG0705
 CG0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0705'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0705'THENCE 7.6 MI S. ALONG DIRT AND MAIN RD. TO RD. JUNCTION, THENCE 1.5
 CG0705'MI E. (ABOUT 0.2 MI NW. OF RD. JUNCTION). 43 FT SW. OF CENTERLINE OF
 CG0705'RD., ABOUT 0.5 FT HIGHER THAN RD. SET IN CONCRETE POST PROJECTING 0.5
 CG0705'FT ABOVE GROUND. STANDARD DISK STAMPED T-122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0499 ***********************************************************************
 FR0499  DESIGNATION -  T 124
 FR0499  PID         -  FR0499
 FR0499  STATE/COUNTY-  AZ/MOHAVE
 FR0499  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0499
 FR0499                         *CURRENT SURVEY CONTROL
 FR0499  ___________________________________________________________________
 FR0499* NAD 83(1986)-  35 16 13.     (N)    113 57 23.     (W)     SCALED    
 FR0499* NAVD 88     -      1009.496  (meters)    3311.99   (feet)  ADJUSTED  
 FR0499  ___________________________________________________________________
 FR0499  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FR0499  DYNAMIC HT  -        1008.299 (meters)    3308.06  (feet)  COMP
 FR0499  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 FR0499
 FR0499  VERT ORDER  -  FIRST     CLASS I
 FR0499
 FR0499.The horizontal coordinates were scaled from a topographic map and have
 FR0499.an estimated accuracy of +/- 6 seconds.
 FR0499
 FR0499.The orthometric height was determined by differential leveling
 FR0499.and adjusted in June 1991.
 FR0499
 FR0499.The geoid height was determined by GEOID03.
 FR0499
 FR0499.The dynamic height is computed by dividing the NAVD 88
 FR0499.geopotential number by the normal gravity value computed on the
 FR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0499.degrees latitude (g = 980.6199 gals.).
 FR0499
 FR0499.The modeled gravity was interpolated from observed gravity values.
 FR0499
 FR0499;                    North         East    Units  Estimated Accuracy
 FR0499;SPC AZ W     -   473,590.      194,580.      MT  (+/- 180 meters Scaled)
 FR0499
 FR0499                          SUPERSEDED SURVEY CONTROL
 FR0499
 FR0499  NGVD 29 (??/??/92) 1008.696  (m)         3309.36   (f) ADJ UNCH    1 1
 FR0499
 FR0499.Superseded values are not recommended for survey control.
 FR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0499.See file dsdata.txt to determine how the superseded data were derived.
 FR0499
 FR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE310070(NAD 83)
 FR0499_MARKER: DB = BENCH MARK DISK
 FR0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0499_STAMPING: T 124 1935
 FR0499_MARK LOGO: CGS   
 FR0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0499+STABILITY: SURFACE MOTION
 FR0499
 FR0499  HISTORY     - Date     Condition        Report By
 FR0499  HISTORY     - 1935     MONUMENTED       CGS
 FR0499  HISTORY     - 1947     GOOD             NGS
 FR0499  HISTORY     - 1982     GOOD             NGS
 FR0499
 FR0499                          STATION DESCRIPTION
 FR0499
 FR0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FR0499'8.6 MI NE FROM KINGMAN.
 FR0499'8.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0499'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 152 FEET NORTHWEST OF
 FR0499'MILEPOST 508, 110 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FR0499'SOUTHEAST TRACK, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND
 FR0499'2 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED
 FR0499'T 124 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 FR0499'ABOVE GROUND.
 FR0499
 FR0499                          STATION RECOVERY (1982)
 FR0499
 FR0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0499'RECOVERED IN GOOD CONDITION.
 FR0499'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 FR0499'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0488 ***********************************************************************
 FS0488  DESIGNATION -  T 125
 FS0488  PID         -  FS0488
 FS0488  STATE/COUNTY-  AZ/MOHAVE
 FS0488  USGS QUAD   -  RED LAKE (1968)
 FS0488
 FS0488                         *CURRENT SURVEY CONTROL
 FS0488  ___________________________________________________________________
 FS0488* NAD 83(1986)-  35 42 30.     (N)    114 02 53.     (W)     SCALED    
 FS0488* NAVD 88     -       841.011  (meters)    2759.22   (feet)  POSTED    
 FS0488  ___________________________________________________________________
 FS0488  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FS0488  DYNAMIC HT  -         840.060 (meters)    2756.10  (feet)  COMP
 FS0488  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 FS0488
 FS0488  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0488
 FS0488.The horizontal coordinates were scaled from a topographic map and have
 FS0488.an estimated accuracy of +/- 6 seconds.
 FS0488
 FS0488.The orthometric height was determined by differential leveling
 FS0488.and adjusted by the  in 1992.
 FS0488.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0488.rate of 1.1 thru 2.0 mm/km.
 FS0488
 FS0488.The geoid height was determined by GEOID03.
 FS0488
 FS0488.The dynamic height is computed by dividing the NAVD 88
 FS0488.geopotential number by the normal gravity value computed on the
 FS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0488.degrees latitude (g = 980.6199 gals.).
 FS0488
 FS0488.The modeled gravity was interpolated from observed gravity values.
 FS0488
 FS0488;                    North         East    Units  Estimated Accuracy
 FS0488;SPC AZ W     -   522,210.      186,390.      MT  (+/- 180 meters Scaled)
 FS0488
 FS0488                          SUPERSEDED SURVEY CONTROL
 FS0488
 FS0488  NGVD 29 (??/??/92)  840.265  (m)         2756.77   (f) ADJ UNCH    1 1
 FS0488
 FS0488.Superseded values are not recommended for survey control.
 FS0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0488.See file dsdata.txt to determine how the superseded data were derived.
 FS0488
 FS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV670556(NAD 83)
 FS0488_MARKER: DB = BENCH MARK DISK
 FS0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0488_STAMPING: T 125 1935
 FS0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0488+STABILITY: SURFACE MOTION
 FS0488
 FS0488  HISTORY     - Date     Condition        Report By
 FS0488  HISTORY     - 1935     MONUMENTED       CGS
 FS0488  HISTORY     - 1940     GOOD             NGS
 FS0488  HISTORY     - 1970     GOOD             USGS
 FS0488
 FS0488                          STATION DESCRIPTION
 FS0488
 FS0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0488'30.6 MI N FROM HACKBERRY.
 FS0488'30.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED
 FS0488'LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY,
 FS0488'7.4 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 193, 7.3 MILES
 FS0488'NORTHWEST OF THE JUNCTION OF THE NEW ROAD, 3.1 MILES NORTHWEST
 FS0488'OF A LARGE EARTH RESERVOIR, 0.4 MILE WEST OF A FENCE CORNER, 27
 FS0488'FEET SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD, AND 2 FEET WEST
 FS0488'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 125
 FS0488'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 FS0488'ABOVE GROUND.
 FS0488
 FS0488                          STATION RECOVERY (1970)
 FS0488
 FS0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0382 ***********************************************************************
 GR0382  DESIGNATION -  T 126
 GR0382  PID         -  GR0382
 GR0382  STATE/COUNTY-  AZ/MOHAVE
 GR0382  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0382
 GR0382                         *CURRENT SURVEY CONTROL
 GR0382  ___________________________________________________________________
 GR0382* NAD 83(1986)-  36 04 23.     (N)    114 03 46.     (W)     SCALED    
 GR0382* NAVD 88     -       806.078  (meters)    2644.61   (feet)  POSTED    
 GR0382  ___________________________________________________________________
 GR0382  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GR0382  DYNAMIC HT  -         805.220 (meters)    2641.79  (feet)  COMP
 GR0382  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 GR0382
 GR0382  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0382
 GR0382.The horizontal coordinates were scaled from a topographic map and have
 GR0382.an estimated accuracy of +/- 6 seconds.
 GR0382
 GR0382.The orthometric height was determined by differential leveling
 GR0382.and adjusted by the  in 1992.
 GR0382.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0382.rate of 0.0 thru 1.0 mm/km.
 GR0382
 GR0382.The geoid height was determined by GEOID03.
 GR0382
 GR0382.The dynamic height is computed by dividing the NAVD 88
 GR0382.geopotential number by the normal gravity value computed on the
 GR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0382.degrees latitude (g = 980.6199 gals.).
 GR0382
 GR0382.The modeled gravity was interpolated from observed gravity values.
 GR0382
 GR0382;                    North         East    Units  Estimated Accuracy
 GR0382;SPC AZ W     -   562,680.      185,190.      MT  (+/- 180 meters Scaled)
 GR0382
 GR0382                          SUPERSEDED SURVEY CONTROL
 GR0382
 GR0382  NGVD 29 (??/??/92)  805.371  (m)         2642.29   (f) ADJ UNCH    1 1
 GR0382
 GR0382.Superseded values are not recommended for survey control.
 GR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0382.See file dsdata.txt to determine how the superseded data were derived.
 GR0382
 GR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV645960(NAD 83)
 GR0382_MARKER: DB = BENCH MARK DISK
 GR0382_SETTING: 80 = SET IN A BOULDER
 GR0382_SP_SET: BOULDER
 GR0382_STAMPING: T 126 1935
 GR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0382+STABILITY: SURFACE MOTION
 GR0382
 GR0382  HISTORY     - Date     Condition        Report By
 GR0382  HISTORY     - 1935     MONUMENTED       CGS
 GR0382  HISTORY     - 1950     GOOD             NGS
 GR0382  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0382
 GR0382                          STATION DESCRIPTION
 GR0382
 GR0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0382'5.8 MI SW FROM PIERCES FERRY.
 GR0382'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0382'STATION AT PIERCES FERRY, THENCE 5.3 MILES SOUTHWEST ALONG AN OLD
 GR0382'ABANDONED ROAD, ABOUT 200 YARDS WEST OF THE PARK SERVICE ROAD, ABOUT
 GR0382'100 YARDS NORTH OF THE FOOT OF A STEEP GRADE, IN THE TOP OF THE EAST
 GR0382'EDGE OF A BOULDER, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 GR0382'ABOUT LEVEL WITH THE ROAD.
 GR0382
 GR0382                          STATION RECOVERY (1979)
 GR0382
 GR0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0086 ***********************************************************************
 GQ0086  DESIGNATION -  T 127
 GQ0086  PID         -  GQ0086
 GQ0086  STATE/COUNTY-  AZ/MOHAVE
 GQ0086  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0086
 GQ0086                         *CURRENT SURVEY CONTROL
 GQ0086  ___________________________________________________________________
 GQ0086* NAD 83(1986)-  36 09 44.     (N)    113 57 23.     (W)     SCALED    
 GQ0086* NAVD 88     -       386.725  (meters)    1268.78   (feet)  POSTED    
 GQ0086  ___________________________________________________________________
 GQ0086  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GQ0086  DYNAMIC HT  -         386.320 (meters)    1267.45  (feet)  COMP
 GQ0086  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 GQ0086
 GQ0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0086
 GQ0086.The horizontal coordinates were scaled from a topographic map and have
 GQ0086.an estimated accuracy of +/- 6 seconds.
 GQ0086
 GQ0086.The orthometric height was determined by differential leveling
 GQ0086.and adjusted by the  in 1992.
 GQ0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0086.rate of 0.0 thru 1.0 mm/km.
 GQ0086
 GQ0086.The geoid height was determined by GEOID03.
 GQ0086
 GQ0086.The dynamic height is computed by dividing the NAVD 88
 GQ0086.geopotential number by the normal gravity value computed on the
 GQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0086.degrees latitude (g = 980.6199 gals.).
 GQ0086
 GQ0086.The modeled gravity was interpolated from observed gravity values.
 GQ0086
 GQ0086;                    North         East    Units  Estimated Accuracy
 GQ0086;SPC AZ W     -   572,550.      194,790.      MT  (+/- 180 meters Scaled)
 GQ0086
 GQ0086                          SUPERSEDED SURVEY CONTROL
 GQ0086
 GQ0086  NGVD 29 (??/??/92)  386.028  (m)         1266.49   (f) ADJ UNCH    1 1
 GQ0086
 GQ0086.Superseded values are not recommended for survey control.
 GQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0086.See file dsdata.txt to determine how the superseded data were derived.
 GQ0086
 GQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF340059(NAD 83)
 GQ0086_MARKER: DB = BENCH MARK DISK
 GQ0086_SETTING: 80 = SET IN A BOULDER
 GQ0086_SP_SET: BOULDER
 GQ0086_STAMPING: T 127 1935
 GQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0086+STABILITY: SURFACE MOTION
 GQ0086
 GQ0086  HISTORY     - Date     Condition        Report By
 GQ0086  HISTORY     - 1935     MONUMENTED       CGS
 GQ0086  HISTORY     - 1950     GOOD             NGS
 GQ0086
 GQ0086                          STATION DESCRIPTION
 GQ0086
 GQ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0086'63.9 MI SE FROM RIVERSIDE, NV.
 GQ0086'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0086'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0086'THENCE 24.2 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0086'FERRY ROAD, IN SNAP CANYON, 0.1 MILE NORTH OF A POINT WHERE THE ROAD
 GQ0086'ASCENDS THE EAST BANK, SET VERTICALLY IN THE SOUTH FACE OF A 9-FOOT
 GQ0086'HIGH BOULDER, ABOUT 60 YARDS EAST OF A POINT WHERE THE CANYON CURVES
 GQ0086'TO THE SOUTH, DIRECTLY ACROSS THE CANYON FROM A 12-FOOT HIGH BLACK AND
 GQ0086'WHITE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0419 ***********************************************************************
 FS0419  DESIGNATION -  T 128
 FS0419  PID         -  FS0419
 FS0419  STATE/COUNTY-  AZ/MOHAVE
 FS0419  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0419
 FS0419                         *CURRENT SURVEY CONTROL
 FS0419  ___________________________________________________________________
 FS0419* NAD 83(1986)-  35 57 18.     (N)    114 09 21.     (W)     SCALED    
 FS0419* NAVD 88     -       572.766  (meters)    1879.15   (feet)  POSTED    
 FS0419  ___________________________________________________________________
 FS0419  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0419  DYNAMIC HT  -         572.170 (meters)    1877.19  (feet)  COMP
 FS0419  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 FS0419
 FS0419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0419
 FS0419.The horizontal coordinates were scaled from a topographic map and have
 FS0419.an estimated accuracy of +/- 6 seconds.
 FS0419
 FS0419.The orthometric height was determined by differential leveling
 FS0419.and adjusted by the  in 1992.
 FS0419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0419.rate of 0.0 thru 1.0 mm/km.
 FS0419
 FS0419.The geoid height was determined by GEOID03.
 FS0419
 FS0419.The dynamic height is computed by dividing the NAVD 88
 FS0419.geopotential number by the normal gravity value computed on the
 FS0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0419.degrees latitude (g = 980.6199 gals.).
 FS0419
 FS0419.The modeled gravity was interpolated from observed gravity values.
 FS0419
 FS0419;                    North         East    Units  Estimated Accuracy
 FS0419;SPC AZ W     -   549,620.      176,750.      MT  (+/- 180 meters Scaled)
 FS0419
 FS0419                          SUPERSEDED SURVEY CONTROL
 FS0419
 FS0419  NGVD 29 (??/??/92)  572.104  (m)         1876.98   (f) ADJ UNCH    1 1
 FS0419
 FS0419.Superseded values are not recommended for survey control.
 FS0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0419.See file dsdata.txt to determine how the superseded data were derived.
 FS0419
 FS0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV565826(NAD 83)
 FS0419_MARKER: DB = BENCH MARK DISK
 FS0419_SETTING: 80 = SET IN A BOULDER
 FS0419_SP_SET: BOULDER
 FS0419_STAMPING: T 128 1935
 FS0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0419+STABILITY: SURFACE MOTION
 FS0419
 FS0419  HISTORY     - Date     Condition        Report By
 FS0419  HISTORY     - 1935     MONUMENTED       CGS
 FS0419  HISTORY     - 1950     GOOD             NGS
 FS0419  HISTORY     - 19870220 GOOD             USPSQD
 FS0419
 FS0419                          STATION DESCRIPTION
 FS0419
 FS0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0419'5.2 MI S FROM MOUTH OF HUALPAI WASH.
 FS0419'5.2 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0419'WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE WEST SIDE OF HUALPAI
 FS0419'WASH, IN THE TOP OF A LARGE FLAT BOULDER, ABOUT 60 YARDS WEST OF
 FS0419'THE CENTER LINE OF THE ROAD, 68 FEET WEST OF THE APPROXIMATE CENTER
 FS0419'OF THE WEST CHANNEL OF THE WASH, 2 FEET NORTHWEST OF A CAIRN,
 FS0419'AND ABOUT 3 FEET HIGHER THAN THE BED OF THE WEST CHANNEL.
 FS0419
 FS0419                          STATION RECOVERY (1987)
 FS0419
 FS0419'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0101 ***********************************************************************
 GQ0101  DESIGNATION -  T 129
 GQ0101  PID         -  GQ0101
 GQ0101  STATE/COUNTY-  AZ/MOHAVE
 GQ0101  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0101
 GQ0101                         *CURRENT SURVEY CONTROL
 GQ0101  ___________________________________________________________________
 GQ0101* NAD 83(1986)-  36 12 00.     (N)    113 54 05.     (W)     SCALED    
 GQ0101* NAVD 88     -       610.600  (meters)    2003.28   (feet)  POSTED    
 GQ0101  ___________________________________________________________________
 GQ0101  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 GQ0101  DYNAMIC HT  -         609.940 (meters)    2001.11  (feet)  COMP
 GQ0101  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 GQ0101
 GQ0101  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0101
 GQ0101.The horizontal coordinates were scaled from a topographic map and have
 GQ0101.an estimated accuracy of +/- 6 seconds.
 GQ0101
 GQ0101.The orthometric height was determined by differential leveling
 GQ0101.and adjusted by the  in 1992.
 GQ0101.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0101.rate of 0.0 thru 1.0 mm/km.
 GQ0101
 GQ0101.The geoid height was determined by GEOID03.
 GQ0101
 GQ0101.The dynamic height is computed by dividing the NAVD 88
 GQ0101.geopotential number by the normal gravity value computed on the
 GQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0101.degrees latitude (g = 980.6199 gals.).
 GQ0101
 GQ0101.The modeled gravity was interpolated from observed gravity values.
 GQ0101
 GQ0101;                    North         East    Units  Estimated Accuracy
 GQ0101;SPC AZ W     -   576,730.      199,750.      MT  (+/- 180 meters Scaled)
 GQ0101
 GQ0101                          SUPERSEDED SURVEY CONTROL
 GQ0101
 GQ0101  NGVD 29 (??/??/92)  609.881  (m)         2000.92   (f) ADJ UNCH    1 1
 GQ0101
 GQ0101.Superseded values are not recommended for survey control.
 GQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0101.See file dsdata.txt to determine how the superseded data were derived.
 GQ0101
 GQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF391100(NAD 83)
 GQ0101_MARKER: DB = BENCH MARK DISK
 GQ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0101_STAMPING: T 129 1935
 GQ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0101+STABILITY: SURFACE MOTION
 GQ0101
 GQ0101  HISTORY     - Date     Condition        Report By
 GQ0101  HISTORY     - 1935     MONUMENTED       CGS
 GQ0101  HISTORY     - 1950     GOOD             NGS
 GQ0101
 GQ0101                          STATION DESCRIPTION
 GQ0101
 GQ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0101'59.6 MI SE FROM RIVERSIDE, NV.
 GQ0101'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0101'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0101'THENCE 19.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0101'FERRY ROAD, ABOUT 150 YARDS NORTH OF THE SOUTHWEST END OF A SANDSTONE
 GQ0101'RIDGE, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET WEST
 GQ0101'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 GQ0101'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0812 ***********************************************************************
 DV0812  DESIGNATION -  T 13
 DV0812  PID         -  DV0812
 DV0812  STATE/COUNTY-  AZ/MARICOPA
 DV0812  USGS QUAD   -  COTTON CENTER NW (1973)
 DV0812
 DV0812                         *CURRENT SURVEY CONTROL
 DV0812  ___________________________________________________________________
 DV0812* NAD 83(1992)-  33 07 49.94995(N)    112 40 19.44785(W)     ADJUSTED  
 DV0812* NAVD 88     -       226.941  (meters)     744.56   (feet)  ADJUSTED  
 DV0812  ___________________________________________________________________
 DV0812  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DV0812  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DV0812  DYNAMIC HT  -         226.676 (meters)     743.69  (feet)  COMP
 DV0812  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 DV0812
 DV0812  HORZ ORDER  -  THIRD
 DV0812  VERT ORDER  -  FIRST     CLASS II
 DV0812
 DV0812.The horizontal coordinates were established by classical geodetic methods
 DV0812.and adjusted by the National Geodetic Survey in August 1993.
 DV0812
 DV0812.The orthometric height was determined by differential leveling
 DV0812.and adjusted in June 1991.
 DV0812
 DV0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0812
 DV0812.The geoid height was determined by GEOID03.
 DV0812
 DV0812.The dynamic height is computed by dividing the NAVD 88
 DV0812.geopotential number by the normal gravity value computed on the
 DV0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0812.degrees latitude (g = 980.6199 gals.).
 DV0812
 DV0812.The modeled gravity was interpolated from observed gravity values.
 DV0812
 DV0812;                    North         East     Units Scale Factor Converg.
 DV0812;SPC AZ C     -   236,481.856   142,875.601   MT  0.99996123   -0 24 46.4
 DV0812;SPC AZ C     -   775,859.11    468,751.97   iFT  0.99996123   -0 24 46.4
 DV0812;UTM  12      - 3,667,003.079   344,023.736   MT  0.99989997   -0 54 50.6
 DV0812
 DV0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0812!SPC AZ C     -   0.99996926  x   0.99996123  =   0.99993049
 DV0812!UTM  12      -   0.99996926  x   0.99989997  =   0.99986923
 DV0812
 DV0812:                Primary Azimuth Mark                     Grid Az
 DV0812:SPC AZ C     -  NOSE                                     227 37 23.9
 DV0812:UTM  12      -  NOSE                                     228 07 28.1
 DV0812
 DV0812|---------------------------------------------------------------------|
 DV0812| PID    Reference Object                     Distance      Geod. Az  |
 DV0812|                                                           dddmmss.s |
 DV0812| DV1840 NOSE                                APPROX. 7.3 KM 2271237.5 |
 DV0812|---------------------------------------------------------------------|
 DV0812
 DV0812                          SUPERSEDED SURVEY CONTROL
 DV0812
 DV0812  NAD 83(1986)-  33 07 49.94113(N)    112 40 19.45580(W) AD(       ) 3
 DV0812  NGVD 29 (??/??/92)  226.305  (m)          742.47   (f) ADJ UNCH    1 2
 DV0812
 DV0812.Superseded values are not recommended for survey control.
 DV0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0812.See file dsdata.txt to determine how the superseded data were derived.
 DV0812
 DV0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4402467003(NAD 83)
 DV0812_MARKER: DB = BENCH MARK DISK
 DV0812_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DV0812_STAMPING: T 13 1927 742.630
 DV0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0812+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV0812
 DV0812  HISTORY     - Date     Condition        Report By
 DV0812  HISTORY     - 1927     MONUMENTED       CGS
 DV0812  HISTORY     - 1967     GOOD             NGS
 DV0812  HISTORY     - 1973     GOOD             USGS
 DV0812  HISTORY     - 1981     GOOD             NGS
 DV0812  HISTORY     - 20060128 GOOD             USPSQD
 DV0812  HISTORY     - 20060129 GOOD             USPSQD
 DV0812  HISTORY     - 20070417 GOOD             GEOCAC
 DV0812
 DV0812                          STATION DESCRIPTION
 DV0812
 DV0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0812'13.85 MI N FROM GILA BEND.
 DV0812'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0812'GILA BEND, THENCE 13.0 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DV0812'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 33, T 3 S, R 4 W, AT A JUNCTION
 DV0812'OF THE HIGHWAY AND A GRAVELED ROAD WHICH LEADS NORTHEAST, ABOUT 0.1
 DV0812'MILE SOUTHEAST AND ACROSS THE HIGHWAY FROM A FRAME HOUSE WHICH HAS A
 DV0812'STUCCO FRONT, 184 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 67
 DV0812'FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 173 FEET
 DV0812'SOUTHWEST OF THE SOUTHWEST END OF THE CONCRETE RAILING OF A BRIDGE,
 DV0812'169 1/2 FEET WEST OF AN IRRIGATION WELL, 33 FEET EAST OF A 5-FORKED
 DV0812'MESQUITE TREE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 DV0812'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DV0812'INCHES.
 DV0812
 DV0812                          STATION RECOVERY (1973)
 DV0812
 DV0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV0812'DESCRIBED IN NGS LEVEL LINE AS FOLLOWS.
 DV0812'
 DV0812'0.85 MI E. ALONG SOUTHERN PACIFIC RR. FROM STATION AT GILA BEND,
 DV0812'THENCE 13.0 MI N. ALONG ARLINGTON-HASSAYAMPA RD. (OLD U.S. HWY.
 DV0812'80) IN SECTION 33, T3S, R4W.  AT JCT. OF HWY. AND GRAVEL RD. NE.
 DV0812'ABOUT 0.1 MI SE. AND ACROSS HWY. FROM FRAME HOUSE WITH STUCCO
 DV0812'FRONT.  184 FT NE. OF CENTERLINE OF HWY., 173 FT SW. OF SOUTHWEST
 DV0812'END OF CONCRETE RAILING OF BRIDGE, 169.5 FT W. OF IRRIGATION
 DV0812'WELL, 67 FT SE. OF CENTERLINE OF GRAVEL RD., 33 FT E. OF 5-FORKED
 DV0812'MESQUITE TREE, 1.4 FT SE. OF METAL WITNESS POST, ABOUT LEVEL WITH
 DV0812'HWY.
 DV0812'
 DV0812'STATION MARK--NGS BM TABLET STAMPED---T13 1927 742.630---, IN
 DV0812'CONCRETE POST PROJECTING 0.3 FT.
 DV0812
 DV0812                          STATION RECOVERY (1981)
 DV0812
 DV0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0812'RECOVERED IN GOOD CONDITION.
 DV0812
 DV0812                          STATION RECOVERY (2006)
 DV0812
 DV0812'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0812'RECOVERED AS DESCRIBED.
 DV0812
 DV0812                          STATION RECOVERY (2006)
 DV0812
 DV0812'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0812'RECOVERED AS DESCRIBED.
 DV0812
 DV0812                          STATION RECOVERY (2007)
 DV0812
 DV0812'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0472 ***********************************************************************
 FS0472  DESIGNATION -  T 130
 FS0472  PID         -  FS0472
 FS0472  STATE/COUNTY-  AZ/MOHAVE
 FS0472  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0472
 FS0472                         *CURRENT SURVEY CONTROL
 FS0472  ___________________________________________________________________
 FS0472* NAD 83(1986)-  35 53 30.     (N)    114 01 41.     (W)     SCALED    
 FS0472* NAVD 88     -      1212.909  (meters)    3979.35   (feet)  POSTED    
 FS0472  ___________________________________________________________________
 FS0472  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FS0472  DYNAMIC HT  -        1211.530 (meters)    3974.83  (feet)  COMP
 FS0472  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 FS0472
 FS0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0472
 FS0472.The horizontal coordinates were scaled from a topographic map and have
 FS0472.an estimated accuracy of +/- 6 seconds.
 FS0472
 FS0472.The orthometric height was determined by differential leveling
 FS0472.and adjusted by the  in 1992.
 FS0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0472.rate of 0.0 thru 1.0 mm/km.
 FS0472
 FS0472.The geoid height was determined by GEOID03.
 FS0472
 FS0472.The dynamic height is computed by dividing the NAVD 88
 FS0472.geopotential number by the normal gravity value computed on the
 FS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0472.degrees latitude (g = 980.6199 gals.).
 FS0472
 FS0472.The modeled gravity was interpolated from observed gravity values.
 FS0472
 FS0472;                    North         East    Units  Estimated Accuracy
 FS0472;SPC AZ W     -   542,550.      188,260.      MT  (+/- 180 meters Scaled)
 FS0472
 FS0472                          SUPERSEDED SURVEY CONTROL
 FS0472
 FS0472  NGVD 29 (??/??/92) 1212.179  (m)         3976.96   (f) ADJ UNCH    2 0
 FS0472
 FS0472.Superseded values are not recommended for survey control.
 FS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0472.See file dsdata.txt to determine how the superseded data were derived.
 FS0472
 FS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV682760(NAD 83)
 FS0472_MARKER: DB = BENCH MARK DISK
 FS0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0472_STAMPING: T 130 1935
 FS0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0472+STABILITY: SURFACE MOTION
 FS0472
 FS0472  HISTORY     - Date     Condition        Report By
 FS0472  HISTORY     - 1935     MONUMENTED       CGS
 FS0472  HISTORY     - 1986     GOOD             USPSQD
 FS0472  HISTORY     - 20001201 GOOD             AZ-015
 FS0472
 FS0472                          STATION DESCRIPTION
 FS0472
 FS0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FS0472'69.1 MI NW FROM PEACH SPRINGS.
 FS0472'69.1 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FS0472'COUNTY, 2.2 MILES NORTHWEST OF DUNCAN RANCH, 0.1 MILE EAST OF A
 FS0472'SMALL VALLEY, AND 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 FS0472'A STANDARD DISK, STAMPED T 130 1935 AND SET IN THE TOP OF A
 FS0472'CONCRETE POST.
 FS0472
 FS0472                          STATION RECOVERY (1986)
 FS0472
 FS0472'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0472'RECOVERED IN GOOD CONDITION.
 FS0472
 FS0472                          STATION RECOVERY (2000)
 FS0472
 FS0472'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FS0472'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FS0472'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0401 ***********************************************************************
 ES0401  DESIGNATION -  T 131
 ES0401  PID         -  ES0401
 ES0401  STATE/COUNTY-  AZ/YAVAPAI
 ES0401  USGS QUAD   -  ARNOLD MESA (1967)
 ES0401
 ES0401                         *CURRENT SURVEY CONTROL
 ES0401  ___________________________________________________________________
 ES0401* NAD 83(1986)-  34 23 54.     (N)    111 58 59.     (W)     SCALED    
 ES0401* NAVD 88     -      1269.51   (+/-2cm)    4165.1    (feet)  VERTCON   
 ES0401  ___________________________________________________________________
 ES0401  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 ES0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0401
 ES0401.The horizontal coordinates were scaled from a topographic map and have
 ES0401.an estimated accuracy of +/- 6 seconds.
 ES0401
 ES0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0401.The vertical order pertains to the NGVD 29 superseded value.
 ES0401
 ES0401.The geoid height was determined by GEOID03.
 ES0401
 ES0401;                    North         East    Units  Estimated Accuracy
 ES0401;SPC AZ C     -   376,840.      207,260.      MT  (+/- 180 meters Scaled)
 ES0401
 ES0401                          SUPERSEDED SURVEY CONTROL
 ES0401
 ES0401  NGVD 29 (??/??/92) 1268.780  (m)         4162.66   (f) ADJ UNCH    2 0
 ES0401
 ES0401.Superseded values are not recommended for survey control.
 ES0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0401.See file dsdata.txt to determine how the superseded data were derived.
 ES0401
 ES0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD096067(NAD 83)
 ES0401_MARKER: DB = BENCH MARK DISK
 ES0401_SETTING: 66 = SET IN ROCK OUTCROP
 ES0401_SP_SET: ROCK OUTCROP
 ES0401_STAMPING: T 131 1935
 ES0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0401+STABILITY: POSITION/ELEVATION WELL
 ES0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0401+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0401
 ES0401  HISTORY     - Date     Condition        Report By
 ES0401  HISTORY     - 1935     MONUMENTED       CGS
 ES0401  HISTORY     - 1952     GOOD             NGS
 ES0401  HISTORY     - 20080816 GOOD             GEOCAC
 ES0401  HISTORY     - 20080925 GOOD             GEOCAC
 ES0401
 ES0401                          STATION DESCRIPTION
 ES0401
 ES0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0401'3.0 MI NW FROM DUGAS.
 ES0401'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0401'2.4 MILES NORTH ALONG A DIM TRACK ROAD, AT THE TOP OF A STEEP GRADE,
 ES0401'AT A ROCKY RIM, SET ON TOP OF A ROCK OUTCROP, 0.5 MILE SOUTHWEST OF A
 ES0401'WIRE GATE ACROSS THE ROAD, 0.15 MILE NORTHWEST OF A ROCKY CREEK
 ES0401'CROSSING THE ROAD, 78 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 ES0401'AND MEASURED ALONG THE RIM, 6.0 FEET WEST OF A 6-INCH JUNIPER TREE,
 ES0401'AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 ES0401
 ES0401                          STATION RECOVERY (2008)
 ES0401
 ES0401'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0401'RECOVERED IN GOOD CONDITION.
 ES0401
 ES0401                          STATION RECOVERY (2008)
 ES0401
 ES0401'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0401'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0401'34 23.888' W
 ES0401'111.58.989'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0245 ***********************************************************************
 DT0245  DESIGNATION -  T 132
 DT0245  PID         -  DT0245
 DT0245  STATE/COUNTY-  AZ/APACHE
 DT0245  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0245
 DT0245                         *CURRENT SURVEY CONTROL
 DT0245  ___________________________________________________________________
 DT0245* NAD 83(1986)-  33 57 22.     (N)    109 29 45.     (W)     SCALED    
 DT0245* NAVD 88     -      2842.925  (meters)    9327.16   (feet)  ADJUSTED  
 DT0245  ___________________________________________________________________
 DT0245  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DT0245  DYNAMIC HT  -        2838.132 (meters)    9311.44  (feet)  COMP
 DT0245  MODELED GRAV-     978,846.1   (mgal)                       NAVD 88
 DT0245
 DT0245  VERT ORDER  -  SECOND    CLASS 0
 DT0245
 DT0245.The horizontal coordinates were scaled from a topographic map and have
 DT0245.an estimated accuracy of +/- 6 seconds.
 DT0245
 DT0245.The orthometric height was determined by differential leveling
 DT0245.and adjusted in June 1991.
 DT0245
 DT0245.The geoid height was determined by GEOID03.
 DT0245
 DT0245.The dynamic height is computed by dividing the NAVD 88
 DT0245.geopotential number by the normal gravity value computed on the
 DT0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0245.degrees latitude (g = 980.6199 gals.).
 DT0245
 DT0245.The modeled gravity was interpolated from observed gravity values.
 DT0245
 DT0245;                    North         East    Units  Estimated Accuracy
 DT0245;SPC AZ E     -   327,990.      275,360.      MT  (+/- 180 meters Scaled)
 DT0245
 DT0245                          SUPERSEDED SURVEY CONTROL
 DT0245
 DT0245  NGVD 29 (??/??/92) 2841.665  (m)         9323.03   (f) ADJ UNCH    2 0
 DT0245
 DT0245.Superseded values are not recommended for survey control.
 DT0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0245.See file dsdata.txt to determine how the superseded data were derived.
 DT0245
 DT0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC389583(NAD 83)
 DT0245_MARKER: DB = BENCH MARK DISK
 DT0245_SETTING: 66 = SET IN ROCK OUTCROP
 DT0245_SP_SET: ROCK OUTCROP
 DT0245_STAMPING: T - 132 1935
 DT0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0245+STABILITY: POSITION/ELEVATION WELL
 DT0245
 DT0245  HISTORY     - Date     Condition        Report By
 DT0245  HISTORY     - 1935     MONUMENTED       CGS
 DT0245
 DT0245                          STATION DESCRIPTION
 DT0245
 DT0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0245'1.8 MI N FROM VOIGT RANCH.
 DT0245'1.8 MI N ALONG ROAD TO JCT WITH HWY NO. 73 ON THE VOIGT RANCH ROAD,
 DT0245'NEAR THE TOP OF THE GRADE, ON THE NORTH SIDE OF THE RIDGE, 66 FEET W
 DT0245'OF THE CENTERLINE OF THE ROAD, 10 FEET W OF A ROCK LEDGE.  SET ON TOP
 DT0245'OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0146 ***********************************************************************
 ET0146  DESIGNATION -  T 133
 ET0146  PID         -  ET0146
 ET0146  STATE/COUNTY-  AZ/YAVAPAI
 ET0146  USGS QUAD   -  CHERRY (1973)
 ET0146
 ET0146                         *CURRENT SURVEY CONTROL
 ET0146  ___________________________________________________________________
 ET0146* NAD 83(1986)-  34 36 04.     (N)    112 06 05.     (W)     SCALED    
 ET0146* NAVD 88     -      1622.68   (+/-2cm)    5323.7    (feet)  VERTCON   
 ET0146  ___________________________________________________________________
 ET0146  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 ET0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0146
 ET0146.The horizontal coordinates were scaled from a topographic map and have
 ET0146.an estimated accuracy of +/- 6 seconds.
 ET0146
 ET0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0146.The vertical order pertains to the NGVD 29 superseded value.
 ET0146
 ET0146.The geoid height was determined by GEOID03.
 ET0146
 ET0146;                    North         East    Units  Estimated Accuracy
 ET0146;SPC AZ C     -   399,340.      196,420.      MT  (+/- 180 meters Scaled)
 ET0146
 ET0146                          SUPERSEDED SURVEY CONTROL
 ET0146
 ET0146  NGVD 29 (??/??/92) 1621.812  (m)         5320.89   (f) ADJ UNCH    2 0
 ET0146
 ET0146.Superseded values are not recommended for survey control.
 ET0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0146.See file dsdata.txt to determine how the superseded data were derived.
 ET0146
 ET0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD990293(NAD 83)
 ET0146_MARKER: DB = BENCH MARK DISK
 ET0146_SETTING: 80 = SET IN A BOULDER
 ET0146_SP_SET: BOULDER
 ET0146_STAMPING: T 133 1935
 ET0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0146+STABILITY: SURFACE MOTION
 ET0146
 ET0146  HISTORY     - Date     Condition        Report By
 ET0146  HISTORY     - 1935     MONUMENTED       CGS
 ET0146  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0146
 ET0146                          STATION DESCRIPTION
 ET0146
 ET0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0146'7.0 MI E FROM DEWEY.
 ET0146'ABOUT 7.0 MILES EAST ALONG A ROAD FROM DEWEY, THENCE ABOUT 5.3 MILES
 ET0146'NORTH ALONG THE JEROME ROAD, ABOUT 1.2 MILES NORTH OF A FARMHOUSE,
 ET0146'ABOUT 700 FEET SOUTH OF THE BEGINNING OF A ROAD, AT A BEND IN THE
 ET0146'CREEK, 35 FEET EAST OF THE CENTER LINE OF THE CREEK, 6 FEET EAST OF
 ET0146'THE CENTER LINE OF THE ROAD, IN THE TOP OF A BOULDER, 5 FEET HIGHER
 ET0146'THAN THE CREEK LEVEL, AND ABOUT 2 FEET ABOVE GROUND.
 ET0146
 ET0146                          STATION RECOVERY (1973)
 ET0146
 ET0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0057 ***********************************************************************
 FS0057  DESIGNATION -  T 134
 FS0057  PID         -  FS0057
 FS0057  STATE/COUNTY-  AZ/MOHAVE
 FS0057  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0057
 FS0057                         *CURRENT SURVEY CONTROL
 FS0057  ___________________________________________________________________
 FS0057* NAD 83(1986)-  35 58 47.     (N)    114 41 48.     (W)     SCALED    
 FS0057* NAVD 88     -       471.731  (meters)    1547.67   (feet)  ADJUSTED  
 FS0057  ___________________________________________________________________
 FS0057  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FS0057  DYNAMIC HT  -         471.258 (meters)    1546.12  (feet)  COMP
 FS0057  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 FS0057
 FS0057  VERT ORDER  -  FIRST     CLASS I
 FS0057
 FS0057.The horizontal coordinates were scaled from a topographic map and have
 FS0057.an estimated accuracy of +/- 6 seconds.
 FS0057
 FS0057.The orthometric height was determined by differential leveling
 FS0057.and adjusted in June 1991.
 FS0057
 FS0057.The geoid height was determined by GEOID03.
 FS0057
 FS0057.The dynamic height is computed by dividing the NAVD 88
 FS0057.geopotential number by the normal gravity value computed on the
 FS0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0057.degrees latitude (g = 980.6199 gals.).
 FS0057
 FS0057.The modeled gravity was interpolated from observed gravity values.
 FS0057
 FS0057;                    North         East    Units  Estimated Accuracy
 FS0057;SPC AZ W     -   552,700.      127,990.      MT  (+/- 180 meters Scaled)
 FS0057
 FS0057                          SUPERSEDED SURVEY CONTROL
 FS0057
 FS0057  NGVD 29 (??/??/92)  471.009  (m)         1545.30   (f) ADJ UNCH    1 1
 FS0057
 FS0057.Superseded values are not recommended for survey control.
 FS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0057.See file dsdata.txt to determine how the superseded data were derived.
 FS0057
 FS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV076841(NAD 83)
 FS0057_MARKER: DB = BENCH MARK DISK
 FS0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0057_SP_SET: BRIDGE
 FS0057_STAMPING: T 134 1935
 FS0057_MARK LOGO: CGS   
 FS0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0057+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 FS0057
 FS0057  HISTORY     - Date     Condition        Report By
 FS0057  HISTORY     - 1935     MONUMENTED       CGS
 FS0057  HISTORY     - 1950     GOOD             NGS
 FS0057  HISTORY     - 1970     GOOD             NGS
 FS0057  HISTORY     - 1981     GOOD             NGS
 FS0057  HISTORY     - 20050520 GOOD             GEOCAC
 FS0057
 FS0057                          STATION DESCRIPTION
 FS0057
 FS0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0057'4.3 MI SE FROM HOOVER DAM.
 FS0057'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0057'(ARIZONA) END OF HOOVER DAM, AT A LARGE CONCRETE BRIDGE OVER A
 FS0057'DRY WASH, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST GUARD
 FS0057'RAIL BASE, 12.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FS0057'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FS0057
 FS0057                          STATION RECOVERY (1970)
 FS0057
 FS0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FS0057'RECOVERED IN GOOD CONDITION.
 FS0057
 FS0057                          STATION RECOVERY (1981)
 FS0057
 FS0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0057'6.9 KM (4.3 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0057'OF HOOVER DAM, THENCE 0.2 KM (0.1 MI) NORTH ALONG THE OLD HIGHWAY, IN
 FS0057'TOP AND 1.8 METERS (6 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 FS0057'SOUTHWEST CURB OF THE BRIDGE OVER WHITE ROCK CANYON, 3.7 METERS (12.3
 FS0057'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FS0057'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FS0057
 FS0057                          STATION RECOVERY (2005)
 FS0057
 FS0057'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 FS0057'BRIDGE STRUCTURE IS NORTH OF CURRENT HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0593 ***********************************************************************
 GR0593  DESIGNATION -  T 135
 GR0593  PID         -  GR0593
 GR0593  STATE/COUNTY-  AZ/MOHAVE
 GR0593  USGS QUAD   -  HOOVER DAM (1997)
 GR0593
 GR0593                         *CURRENT SURVEY CONTROL
 GR0593  ___________________________________________________________________
 GR0593* NAD 83(1986)-  36 00 54.     (N)    114 44 13.     (W)     SCALED    
 GR0593* NAVD 88     -       376.416  (meters)    1234.96   (feet)  ADJUSTED  
 GR0593  ___________________________________________________________________
 GR0593  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0593  DYNAMIC HT  -         376.047 (meters)    1233.75  (feet)  COMP
 GR0593  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 GR0593
 GR0593  VERT ORDER  -  FIRST     CLASS I
 GR0593
 GR0593.The horizontal coordinates were scaled from a topographic map and have
 GR0593.an estimated accuracy of +/- 6 seconds.
 GR0593
 GR0593.The orthometric height was determined by differential leveling
 GR0593.and adjusted in June 1991.
 GR0593
 GR0593.The geoid height was determined by GEOID03.
 GR0593
 GR0593.The dynamic height is computed by dividing the NAVD 88
 GR0593.geopotential number by the normal gravity value computed on the
 GR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0593.degrees latitude (g = 980.6199 gals.).
 GR0593
 GR0593.The modeled gravity was interpolated from observed gravity values.
 GR0593
 GR0593;                    North         East    Units  Estimated Accuracy
 GR0593;SPC AZ W     -   556,650.      124,400.      MT  (+/- 180 meters Scaled)
 GR0593
 GR0593                          SUPERSEDED SURVEY CONTROL
 GR0593
 GR0593  NGVD 29 (??/??/92)  375.700  (m)         1232.61   (f) ADJ UNCH    1 1
 GR0593
 GR0593.Superseded values are not recommended for survey control.
 GR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0593.See file dsdata.txt to determine how the superseded data were derived.
 GR0593
 GR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039879(NAD 83)
 GR0593_MARKER: DD = SURVEY DISK
 GR0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0593_SP_SET: SIDEWALK
 GR0593_STAMPING: T 135 1935
 GR0593_MARK LOGO: CGS   
 GR0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0593+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 GR0593
 GR0593  HISTORY     - Date     Condition        Report By
 GR0593  HISTORY     - 1935     MONUMENTED       BOR
 GR0593  HISTORY     - 1950     GOOD             NGS
 GR0593  HISTORY     - 1963     GOOD             NGS
 GR0593  HISTORY     - 1981     GOOD             NGS
 GR0593  HISTORY     - 1990     GOOD             USPSQD
 GR0593  HISTORY     - 1990     GOOD             USPSQD
 GR0593  HISTORY     - 20050520 GOOD             GEOCAC
 GR0593
 GR0593                          STATION DESCRIPTION
 GR0593
 GR0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0593'IN HOOVER DAM.
 GR0593'ON TOP OF HOOVER DAM, 15.7 FEET NORTH OF THE SOUTHEAST (ARIZONA) END,
 GR0593'22.7 FEET SOUTH OF THE SOUTH EDGE OF A STAIRWAY NICHE, AT THE
 GR0593'SOUTHWEST CORNER OF BLOCK A, IN THE TOP OF THE WEST (DOWNSTREAM)
 GR0593'SIDEWALK, AND 0.6 FOOT EAST OF THE WEST GUARD RAIL.
 GR0593
 GR0593                          STATION RECOVERY (1963)
 GR0593
 GR0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0593'RECOVERED IN GOOD CONDITION.
 GR0593
 GR0593                          STATION RECOVERY (1981)
 GR0593
 GR0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0593'RECOVERED IN GOOD CONDITION.
 GR0593
 GR0593                          STATION RECOVERY (1990)
 GR0593
 GR0593'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0593'RECOVERED IN GOOD CONDITION.
 GR0593
 GR0593                          STATION RECOVERY (1990)
 GR0593
 GR0593'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0593'RECOVERED IN GOOD CONDITION.
 GR0593
 GR0593                          STATION RECOVERY (2005)
 GR0593
 GR0593'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 GR0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0267 ***********************************************************************
 DT0267  DESIGNATION -  T 136
 DT0267  PID         -  DT0267
 DT0267  STATE/COUNTY-  AZ/APACHE
 DT0267  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0267
 DT0267                         *CURRENT SURVEY CONTROL
 DT0267  ___________________________________________________________________
 DT0267* NAD 83(1986)-  33 47 01.     (N)    109 25 11.     (W)     SCALED    
 DT0267* NAVD 88     -      2435.765  (meters)    7991.34   (feet)  ADJUSTED  
 DT0267  ___________________________________________________________________
 DT0267  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DT0267  DYNAMIC HT  -        2431.788 (meters)    7978.29  (feet)  COMP
 DT0267  MODELED GRAV-     978,915.5   (mgal)                       NAVD 88
 DT0267
 DT0267  VERT ORDER  -  SECOND    CLASS 0
 DT0267
 DT0267.The horizontal coordinates were scaled from a topographic map and have
 DT0267.an estimated accuracy of +/- 6 seconds.
 DT0267
 DT0267.The orthometric height was determined by differential leveling
 DT0267.and adjusted in June 1991.
 DT0267
 DT0267.The geoid height was determined by GEOID03.
 DT0267
 DT0267.The dynamic height is computed by dividing the NAVD 88
 DT0267.geopotential number by the normal gravity value computed on the
 DT0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0267.degrees latitude (g = 980.6199 gals.).
 DT0267
 DT0267.The modeled gravity was interpolated from observed gravity values.
 DT0267
 DT0267;                    North         East    Units  Estimated Accuracy
 DT0267;SPC AZ E     -   308,910.      282,540.      MT  (+/- 180 meters Scaled)
 DT0267
 DT0267                          SUPERSEDED SURVEY CONTROL
 DT0267
 DT0267  NGVD 29 (??/??/92) 2434.666  (m)         7987.73   (f) ADJ UNCH    2 0
 DT0267
 DT0267.Superseded values are not recommended for survey control.
 DT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0267.See file dsdata.txt to determine how the superseded data were derived.
 DT0267
 DT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC463392(NAD 83)
 DT0267_MARKER: DB = BENCH MARK DISK
 DT0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0267_STAMPING: T-136 1935
 DT0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0267+STABILITY: SURFACE MOTION
 DT0267
 DT0267  HISTORY     - Date     Condition        Report By
 DT0267  HISTORY     - 1935     MONUMENTED       CGS
 DT0267
 DT0267                          STATION DESCRIPTION
 DT0267
 DT0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0267'6.8 MI SE FROM RESERVATION RANCH.
 DT0267'6.8 MI SE ALONG ROAD TO BEAVERHEAD LODGE. ON THE TOP OF A SMALL LOW
 DT0267'RIDGE, 42 FT S OF THE CENTERLINE OF THE ROAD WHERE IT TURNS TO THE NE,
 DT0267'12 FT S OF A 12 INCH PINE TREE, 21 FT W OF A 18 INCH PINE TREE, 15 FT
 DT0267'E OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0296 ***********************************************************************
 DT0296  DESIGNATION -  T 137
 DT0296  PID         -  DT0296
 DT0296  STATE/COUNTY-  AZ/APACHE
 DT0296  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0296
 DT0296                         *CURRENT SURVEY CONTROL
 DT0296  ___________________________________________________________________
 DT0296* NAD 83(1986)-  33 55 46.     (N)    109 03 42.     (W)     SCALED    
 DT0296* NAVD 88     -      2583.914  (meters)    8477.39   (feet)  ADJUSTED  
 DT0296  ___________________________________________________________________
 DT0296  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 DT0296  DYNAMIC HT  -        2579.645 (meters)    8463.39  (feet)  COMP
 DT0296  MODELED GRAV-     978,890.2   (mgal)                       NAVD 88
 DT0296
 DT0296  VERT ORDER  -  SECOND    CLASS 0
 DT0296
 DT0296.The horizontal coordinates were scaled from a topographic map and have
 DT0296.an estimated accuracy of +/- 6 seconds.
 DT0296
 DT0296.The orthometric height was determined by differential leveling
 DT0296.and adjusted in June 1991.
 DT0296
 DT0296.The geoid height was determined by GEOID03.
 DT0296
 DT0296.The dynamic height is computed by dividing the NAVD 88
 DT0296.geopotential number by the normal gravity value computed on the
 DT0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0296.degrees latitude (g = 980.6199 gals.).
 DT0296
 DT0296.The modeled gravity was interpolated from observed gravity values.
 DT0296
 DT0296;                    North         East    Units  Estimated Accuracy
 DT0296;SPC AZ E     -   325,380.      315,520.      MT  (+/- 180 meters Scaled)
 DT0296
 DT0296                          SUPERSEDED SURVEY CONTROL
 DT0296
 DT0296  NGVD 29 (??/??/92) 2582.792  (m)         8473.71   (f) ADJ UNCH    2 0
 DT0296
 DT0296.Superseded values are not recommended for survey control.
 DT0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0296.See file dsdata.txt to determine how the superseded data were derived.
 DT0296
 DT0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC791560(NAD 83)
 DT0296_MARKER: DB = BENCH MARK DISK
 DT0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0296_STAMPING: T 137 1935
 DT0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0296+STABILITY: SURFACE MOTION
 DT0296
 DT0296  HISTORY     - Date     Condition        Report By
 DT0296  HISTORY     - 1935     MONUMENTED       CGS
 DT0296
 DT0296                          STATION DESCRIPTION
 DT0296
 DT0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0296'12.1 MI NE FROM ALPINE.
 DT0296'12.1 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. ABOUT 0.1 MI. NW
 DT0296'OF BECKERS RANCH HOUSE, ABOUT 90 FT. N OF GATE, 12 FT. SW OF 30 INCH
 DT0296'PINE TREE AND 42 FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0551 ***********************************************************************
 CY0551  DESIGNATION -  T 14
 CY0551  PID         -  CY0551
 CY0551  STATE/COUNTY-  AZ/GRAHAM
 CY0551  USGS QUAD   -  SAN JOSE (1985)
 CY0551
 CY0551                         *CURRENT SURVEY CONTROL
 CY0551  ___________________________________________________________________
 CY0551* NAD 83(1986)-  32 46 24.     (N)    109 36 40.     (W)     SCALED    
 CY0551* NAVD 88     -       924.44   (+/-2cm)    3032.9    (feet)  VERTCON   
 CY0551  ___________________________________________________________________
 CY0551  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0551  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0551
 CY0551.The horizontal coordinates were scaled from a topographic map and have
 CY0551.an estimated accuracy of +/- 6 seconds.
 CY0551
 CY0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0551.The vertical order pertains to the NGVD 29 superseded value.
 CY0551
 CY0551.The geoid height was determined by GEOID03.
 CY0551
 CY0551;                    North         East    Units  Estimated Accuracy
 CY0551;SPC AZ E     -   196,750.      265,410.      MT  (+/- 180 meters Scaled)
 CY0551
 CY0551                          SUPERSEDED SURVEY CONTROL
 CY0551
 CY0551  NGVD 29 (??/??/92)  923.832  (m)         3030.94   (f) ADJ UNCH    1 2
 CY0551
 CY0551.Superseded values are not recommended for survey control.
 CY0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0551.See file dsdata.txt to determine how the superseded data were derived.
 CY0551
 CY0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB300270(NAD 83)
 CY0551_MARKER: DB = BENCH MARK DISK
 CY0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0551_STAMPING: 3030.939 T 14 1932
 CY0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0551+STABILITY: SURFACE MOTION
 CY0551
 CY0551  HISTORY     - Date     Condition        Report By
 CY0551  HISTORY     - 1932     MONUMENTED       CGS
 CY0551
 CY0551                          STATION DESCRIPTION
 CY0551
 CY0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0551'2.5 MI SE FROM SOLOMONSVILLE.
 CY0551'ON SOUTHERN PACIFIC RAILROAD, 700 FEET NORTH OF MILEPOST 1130, 50 FEET
 CY0551'WEST OF RAILROAD CENTERLINE, SOUTH END OF RAILROAD EXCAVATION, 270
 CY0551'FEET NORTHWEST OF RAILROAD TRESTLE MARKED 1130.07.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0116 ***********************************************************************
 ES0116  DESIGNATION -  T 140
 ES0116  PID         -  ES0116
 ES0116  STATE/COUNTY-  AZ/NAVAJO
 ES0116  USGS QUAD   -  CLAY SPRINGS (1990)
 ES0116
 ES0116                         *CURRENT SURVEY CONTROL
 ES0116  ___________________________________________________________________
 ES0116* NAD 83(1986)-  34 20 31.     (N)    110 16 45.     (W)     SCALED    
 ES0116* NAVD 88     -      1978.168  (meters)    6490.04   (feet)  ADJUSTED  
 ES0116  ___________________________________________________________________
 ES0116  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0116  DYNAMIC HT  -        1975.257 (meters)    6480.49  (feet)  COMP
 ES0116  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 ES0116
 ES0116  VERT ORDER  -  SECOND    CLASS 0
 ES0116
 ES0116.The horizontal coordinates were scaled from a topographic map and have
 ES0116.an estimated accuracy of +/- 6 seconds.
 ES0116
 ES0116.The orthometric height was determined by differential leveling
 ES0116.and adjusted in June 1991.
 ES0116
 ES0116.The geoid height was determined by GEOID03.
 ES0116
 ES0116.The dynamic height is computed by dividing the NAVD 88
 ES0116.geopotential number by the normal gravity value computed on the
 ES0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0116.degrees latitude (g = 980.6199 gals.).
 ES0116
 ES0116.The modeled gravity was interpolated from observed gravity values.
 ES0116
 ES0116;                    North         East    Units  Estimated Accuracy
 ES0116;SPC AZ E     -   370,590.      203,010.      MT  (+/- 180 meters Scaled)
 ES0116
 ES0116                          SUPERSEDED SURVEY CONTROL
 ES0116
 ES0116  NGVD 29 (??/??/92) 1977.258  (m)         6487.05   (f) ADJ UNCH    2 0
 ES0116
 ES0116.Superseded values are not recommended for survey control.
 ES0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0116.See file dsdata.txt to determine how the superseded data were derived.
 ES0116
 ES0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD663003(NAD 83)
 ES0116_MARKER: DB = BENCH MARK DISK
 ES0116_SETTING: 0 = UNSPECIFIED SETTING
 ES0116_STAMPING: T 140 1935
 ES0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0116
 ES0116  HISTORY     - Date     Condition        Report By
 ES0116  HISTORY     - 1935     MONUMENTED       CGS
 ES0116  HISTORY     - 1960     GOOD             USGS
 ES0116
 ES0116                          STATION DESCRIPTION
 ES0116
 ES0116'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0116'3.6 MI NW FROM PINEDALE.
 ES0116'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 160 FROM THE RANGER STATION AT
 ES0116'PINEDALE, NAVAJO COUNTY, OPPOSITE A WIDE CURVE, AND 22 FEET NORTH OF
 ES0116'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED T 140 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0234 ***********************************************************************
 ES0234  DESIGNATION -  T 141
 ES0234  PID         -  ES0234
 ES0234  STATE/COUNTY-  AZ/NAVAJO
 ES0234  USGS QUAD   -  CLEAR CREEK RESERVOIR (1970)
 ES0234
 ES0234                         *CURRENT SURVEY CONTROL
 ES0234  ___________________________________________________________________
 ES0234* NAD 83(1986)-  34 56 31.     (N)    110 38 39.     (W)     SCALED    
 ES0234* NAVD 88     -      1536.795  (meters)    5041.97   (feet)  ADJUSTED  
 ES0234  ___________________________________________________________________
 ES0234  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0234  DYNAMIC HT  -        1534.737 (meters)    5035.22  (feet)  COMP
 ES0234  MODELED GRAV-     979,241.4   (mgal)                       NAVD 88
 ES0234
 ES0234  VERT ORDER  -  SECOND    CLASS 0
 ES0234
 ES0234.The horizontal coordinates were scaled from a topographic map and have
 ES0234.an estimated accuracy of +/- 6 seconds.
 ES0234
 ES0234.The orthometric height was determined by differential leveling
 ES0234.and adjusted in June 1991.
 ES0234
 ES0234.The geoid height was determined by GEOID03.
 ES0234
 ES0234.The dynamic height is computed by dividing the NAVD 88
 ES0234.geopotential number by the normal gravity value computed on the
 ES0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0234.degrees latitude (g = 980.6199 gals.).
 ES0234
 ES0234.The modeled gravity was interpolated from observed gravity values.
 ES0234
 ES0234;                    North         East    Units  Estimated Accuracy
 ES0234;SPC AZ E     -   437,240.      169,740.      MT  (+/- 180 meters Scaled)
 ES0234
 ES0234                          SUPERSEDED SURVEY CONTROL
 ES0234
 ES0234  NGVD 29 (??/??/92) 1536.033  (m)         5039.47   (f) ADJ UNCH    2 0
 ES0234
 ES0234.Superseded values are not recommended for survey control.
 ES0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0234.See file dsdata.txt to determine how the superseded data were derived.
 ES0234
 ES0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD324666(NAD 83)
 ES0234_MARKER: DB = BENCH MARK DISK
 ES0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0234_STAMPING: T-141 1935
 ES0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0234+STABILITY: SURFACE MOTION
 ES0234
 ES0234  HISTORY     - Date     Condition        Report By
 ES0234  HISTORY     - 1935     MONUMENTED       CGS
 ES0234
 ES0234                          STATION DESCRIPTION
 ES0234
 ES0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0234'5.9 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0234'5.9 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  AT THE JUNCTION
 ES0234'OF A SIDE ROAD BEARING TO THE SOUTH EAST, 55 FEET NORTHWEST OF THE
 ES0234'JUNCTION AND 31 FT W OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0181 ***********************************************************************
 ES0181  DESIGNATION -  T 142
 ES0181  PID         -  ES0181
 ES0181  STATE/COUNTY-  AZ/COCONINO
 ES0181  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0181
 ES0181                         *CURRENT SURVEY CONTROL
 ES0181  ___________________________________________________________________
 ES0181* NAD 83(1986)-  34 25 34.     (N)    110 58 40.     (W)     SCALED    
 ES0181* NAVD 88     -      2327.009  (meters)    7634.53   (feet)  ADJUSTED  
 ES0181  ___________________________________________________________________
 ES0181  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ES0181  DYNAMIC HT  -        2323.500 (meters)    7623.02  (feet)  COMP
 ES0181  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 ES0181
 ES0181  VERT ORDER  -  SECOND    CLASS 0
 ES0181
 ES0181.The horizontal coordinates were scaled from a topographic map and have
 ES0181.an estimated accuracy of +/- 6 seconds.
 ES0181
 ES0181.The orthometric height was determined by differential leveling
 ES0181.and adjusted in June 1991.
 ES0181.WARNING-Repeat measurements at this control monument indicate possible
 ES0181.vertical movement.
 ES0181
 ES0181.The geoid height was determined by GEOID03.
 ES0181
 ES0181.The dynamic height is computed by dividing the NAVD 88
 ES0181.geopotential number by the normal gravity value computed on the
 ES0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0181.degrees latitude (g = 980.6199 gals.).
 ES0181
 ES0181.The modeled gravity was interpolated from observed gravity values.
 ES0181
 ES0181;                    North         East    Units  Estimated Accuracy
 ES0181;SPC AZ C     -   380,320.      299,660.      MT  (+/- 180 meters Scaled)
 ES0181
 ES0181                          SUPERSEDED SURVEY CONTROL
 ES0181
 ES0181  NGVD 29 (??/??/92) 2325.958  (m)         7631.08   (f) ADJ UNCH    2 0
 ES0181
 ES0181.Superseded values are not recommended for survey control.
 ES0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0181.See file dsdata.txt to determine how the superseded data were derived.
 ES0181
 ES0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD020094(NAD 83)
 ES0181_MARKER: DB = BENCH MARK DISK
 ES0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0181_STAMPING: T-142 1935
 ES0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0181+STABILITY: SURFACE MOTION
 ES0181
 ES0181  HISTORY     - Date     Condition        Report By
 ES0181  HISTORY     - 1935     MONUMENTED       CGS
 ES0181  HISTORY     - 20050903 GOOD             USPSQD
 ES0181
 ES0181                          STATION DESCRIPTION
 ES0181
 ES0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0181'51.6 MI SW FROM WINSLOW.
 ES0181'3.4 MI N ALONG ROAD TO WINSLOW.  51.6 S.W. OF WINSLOW (UNION OIL CO.
 ES0181'PLANT) ON A CURVE IN THE ROAD, 33 FEET SOUTH WEST OF THE CENTERLINE OF
 ES0181'THE ROAD, AND 21 FEET NORTHEAST OF THE TELEPHONE LINE.
 ES0181
 ES0181                          STATION RECOVERY (2005)
 ES0181
 ES0181'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0181'RECOVERED IN GOOD CONDITION.  LONGITUDE SHOULD BE W110 DEGREES. 58
 ES0181'MINUTES. 41.0 SECONDS. REVISED DESCRIPTION-DELETE LAST SENTENCE.
 ES0181'REPLACE WITH STATION IS 81 FEET NORTH WEST OF CENTERLINE IN A CLUMP OF
 ES0181'PINE TREES.  MARK IS IN A CLUMP OF PINE TREES
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0181 ***********************************************************************
 DU0181  DESIGNATION -  T 145
 DU0181  PID         -  DU0181
 DU0181  STATE/COUNTY-  AZ/GRAHAM
 DU0181  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0181
 DU0181                         *CURRENT SURVEY CONTROL
 DU0181  ___________________________________________________________________
 DU0181* NAD 83(1986)-  33 21 03.     (N)    110 02 14.     (W)     SCALED    
 DU0181* NAVD 88     -      1498.096  (meters)    4915.00   (feet)  ADJUSTED  
 DU0181  ___________________________________________________________________
 DU0181  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DU0181  DYNAMIC HT  -        1495.909 (meters)    4907.83  (feet)  COMP
 DU0181  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 DU0181
 DU0181  VERT ORDER  -  SECOND    CLASS 0
 DU0181
 DU0181.The horizontal coordinates were scaled from a topographic map and have
 DU0181.an estimated accuracy of +/- 6 seconds.
 DU0181
 DU0181.The orthometric height was determined by differential leveling
 DU0181.and adjusted in June 1991.
 DU0181
 DU0181.The geoid height was determined by GEOID03.
 DU0181
 DU0181.The dynamic height is computed by dividing the NAVD 88
 DU0181.geopotential number by the normal gravity value computed on the
 DU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0181.degrees latitude (g = 980.6199 gals.).
 DU0181
 DU0181.The modeled gravity was interpolated from observed gravity values.
 DU0181
 DU0181;                    North         East    Units  Estimated Accuracy
 DU0181;SPC AZ E     -   260,670.      225,410.      MT  (+/- 180 meters Scaled)
 DU0181
 DU0181                          SUPERSEDED SURVEY CONTROL
 DU0181
 DU0181  NGVD 29 (??/??/92) 1497.383  (m)         4912.66   (f) ADJ UNCH    2 0
 DU0181
 DU0181.Superseded values are not recommended for survey control.
 DU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0181.See file dsdata.txt to determine how the superseded data were derived.
 DU0181
 DU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB895905(NAD 83)
 DU0181_MARKER: DB = BENCH MARK DISK
 DU0181_SETTING: 80 = SET IN A BOULDER
 DU0181_SP_SET: BOULDER
 DU0181_STAMPING: T 145 1935
 DU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0181+STABILITY: SURFACE MOTION
 DU0181
 DU0181  HISTORY     - Date     Condition        Report By
 DU0181  HISTORY     - 1935     MONUMENTED       CGS
 DU0181  HISTORY     - 1952     GOOD             NGS
 DU0181
 DU0181                          STATION DESCRIPTION
 DU0181
 DU0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0181'2.5 MI SW FROM ASH CREEK RANCH.
 DU0181'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM THE ASH
 DU0181'CREEK RANCH, THENCE 1.3 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD,
 DU0181'THENCE 0.1 MILE SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, 0.2 MILE
 DU0181'NORTH OF THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST TO ARSENIC
 DU0181'TUBS, AT A GATE, IN THE TOP OF A MALPAIS ROCK OUTCROP, 117.0 FEET
 DU0181'NORTHWEST OF THE WEST END OF THE GATE, 107 1/2 FEET WEST OF THE CENTER
 DU0181'LINE OF THE ROAD, 2.6 FEET SOUTHEAST OF A CAIRN, ABOUT 1 1/2 FOOT
 DU0181'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A 3 INCH BY 3 INCH BOULDER
 DU0181'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0146 ***********************************************************************
 ES0146  DESIGNATION -  T 146
 ES0146  PID         -  ES0146
 ES0146  STATE/COUNTY-  AZ/NAVAJO
 ES0146  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0146
 ES0146                         *CURRENT SURVEY CONTROL
 ES0146  ___________________________________________________________________
 ES0146* NAD 83(1986)-  34 02 51.     (N)    110 13 28.     (W)     SCALED    
 ES0146* NAVD 88     -      1693.187  (meters)    5555.06   (feet)  ADJUSTED  
 ES0146  ___________________________________________________________________
 ES0146  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0146  DYNAMIC HT  -        1690.743 (meters)    5547.05  (feet)  COMP
 ES0146  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 ES0146
 ES0146  VERT ORDER  -  SECOND    CLASS 0
 ES0146
 ES0146.The horizontal coordinates were scaled from a topographic map and have
 ES0146.an estimated accuracy of +/- 6 seconds.
 ES0146
 ES0146.The orthometric height was determined by differential leveling
 ES0146.and adjusted in June 1991.
 ES0146
 ES0146.The geoid height was determined by GEOID03.
 ES0146
 ES0146.The dynamic height is computed by dividing the NAVD 88
 ES0146.geopotential number by the normal gravity value computed on the
 ES0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0146.degrees latitude (g = 980.6199 gals.).
 ES0146
 ES0146.The modeled gravity was interpolated from observed gravity values.
 ES0146
 ES0146;                    North         East    Units  Estimated Accuracy
 ES0146;SPC AZ E     -   337,920.      208,030.      MT  (+/- 180 meters Scaled)
 ES0146
 ES0146                          SUPERSEDED SURVEY CONTROL
 ES0146
 ES0146  NGVD 29 (??/??/92) 1692.385  (m)         5552.43   (f) ADJ UNCH    2 0
 ES0146
 ES0146.Superseded values are not recommended for survey control.
 ES0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0146.See file dsdata.txt to determine how the superseded data were derived.
 ES0146
 ES0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC715676(NAD 83)
 ES0146_MARKER: DB = BENCH MARK DISK
 ES0146_SETTING: 66 = SET IN ROCK OUTCROP
 ES0146_SP_SET: ROCK LEDGE
 ES0146_STAMPING: T 146 1960
 ES0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0146+STABILITY: POSITION/ELEVATION WELL
 ES0146
 ES0146  HISTORY     - Date     Condition        Report By
 ES0146  HISTORY     - 1960     MONUMENTED       CGS
 ES0146  HISTORY     - 19960919 GOOD             USPSQD
 ES0146
 ES0146                          STATION DESCRIPTION
 ES0146
 ES0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0146'19.7 MI SW FROM SHOW LOW.
 ES0146'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0146'SHOW LOW, THENCE 19.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0146'HIGHWAY 77, 1.15 MILE SOUTHWEST OF CEDAR CANYON BRIDGE, SET IN THE TOP
 ES0146'OF A ROCK LEDGE ON THE SOUTHEAST WALL OF CORDUROY CREEK CANYON, ABOUT
 ES0146'FLUSH WITH THE GROUND, 304 FEET NORTHWEST OF THE CENTER LINE OF THE
 ES0146'HIGHWAY, 190 FEET NORTHWEST OF A FENCE, AND ABOUT 10 FEET BELOW THE
 ES0146'HIGHWAY.
 ES0146
 ES0146                          STATION RECOVERY (1996)
 ES0146
 ES0146'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0048 ***********************************************************************
 DU0048  DESIGNATION -  T 147
 DU0048  PID         -  DU0048
 DU0048  STATE/COUNTY-  AZ/GILA
 DU0048  USGS QUAD   -  CARRIZO (1978)
 DU0048
 DU0048                         *CURRENT SURVEY CONTROL
 DU0048  ___________________________________________________________________
 DU0048* NAD 83(1986)-  33 55 56.     (N)    110 20 44.     (W)     SCALED    
 DU0048* NAVD 88     -      1706.534  (meters)    5598.85   (feet)  ADJUSTED  
 DU0048  ___________________________________________________________________
 DU0048  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DU0048  DYNAMIC HT  -        1704.090 (meters)    5590.84  (feet)  COMP
 DU0048  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 DU0048
 DU0048  VERT ORDER  -  FIRST     CLASS II
 DU0048
 DU0048.The horizontal coordinates were scaled from a topographic map and have
 DU0048.an estimated accuracy of +/- 6 seconds.
 DU0048
 DU0048.The orthometric height was determined by differential leveling
 DU0048.and adjusted in June 1991.
 DU0048
 DU0048.The geoid height was determined by GEOID03.
 DU0048
 DU0048.The dynamic height is computed by dividing the NAVD 88
 DU0048.geopotential number by the normal gravity value computed on the
 DU0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0048.degrees latitude (g = 980.6199 gals.).
 DU0048
 DU0048.The modeled gravity was interpolated from observed gravity values.
 DU0048
 DU0048;                    North         East    Units  Estimated Accuracy
 DU0048;SPC AZ E     -   325,150.      196,820.      MT  (+/- 180 meters Scaled)
 DU0048
 DU0048                          SUPERSEDED SURVEY CONTROL
 DU0048
 DU0048  NGVD 29 (??/??/92) 1705.779  (m)         5596.38   (f) ADJ UNCH    1 2
 DU0048
 DU0048.Superseded values are not recommended for survey control.
 DU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0048.See file dsdata.txt to determine how the superseded data were derived.
 DU0048
 DU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC604548(NAD 83)
 DU0048_MARKER: DB = BENCH MARK DISK
 DU0048_SETTING: 66 = SET IN ROCK OUTCROP
 DU0048_SP_SET: ROCK CLIFF
 DU0048_STAMPING: T 147 1960
 DU0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0048+STABILITY: POSITION/ELEVATION WELL
 DU0048
 DU0048  HISTORY     - Date     Condition        Report By
 DU0048  HISTORY     - 1960     MONUMENTED       CGS
 DU0048  HISTORY     - 1979     GOOD             NGS
 DU0048
 DU0048                          STATION DESCRIPTION
 DU0048
 DU0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0048'22.3 MI NE FROM SENECA.
 DU0048'ABOUT 22.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0048'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, SET
 DU0048'VERTICALLY IN THE SOUTH FACE OF A RED ROCK CLIFF, 45 FEET NORTH OF THE
 DU0048'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DU0048'HIGHWAY.
 DU0048
 DU0048                          STATION RECOVERY (1979)
 DU0048
 DU0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0048'16.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU0048'IN THE SALT RIVER CANYON, 0.5 MILE NORTHEAST OF MILE POST 309, SET
 DU0048'VERTICALLY IN THE SOUTH FACE OF A ROCK CLIFF, 45 FEET NORTH OF THE
 DU0048'CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU0048'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU0048'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0383 ***********************************************************************
 DT0383  DESIGNATION -  T 149
 DT0383  PID         -  DT0383
 DT0383  STATE/COUNTY-  AZ/GRAHAM
 DT0383  USGS QUAD   -  TULE TUBS (1967)
 DT0383
 DT0383                         *CURRENT SURVEY CONTROL
 DT0383  ___________________________________________________________________
 DT0383* NAD 83(1986)-  33 21 34.     (N)    109 58 31.     (W)     SCALED    
 DT0383* NAVD 88     -      1538.146  (meters)    5046.40   (feet)  ADJUSTED  
 DT0383  ___________________________________________________________________
 DT0383  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DT0383  DYNAMIC HT  -        1535.880 (meters)    5038.97  (feet)  COMP
 DT0383  MODELED GRAV-     979,110.3   (mgal)                       NAVD 88
 DT0383
 DT0383  VERT ORDER  -  SECOND    CLASS 0
 DT0383
 DT0383.The horizontal coordinates were scaled from a topographic map and have
 DT0383.an estimated accuracy of +/- 6 seconds.
 DT0383
 DT0383.The orthometric height was determined by differential leveling
 DT0383.and adjusted in June 1991.
 DT0383
 DT0383.The geoid height was determined by GEOID03.
 DT0383
 DT0383.The dynamic height is computed by dividing the NAVD 88
 DT0383.geopotential number by the normal gravity value computed on the
 DT0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0383.degrees latitude (g = 980.6199 gals.).
 DT0383
 DT0383.The modeled gravity was interpolated from observed gravity values.
 DT0383
 DT0383;                    North         East    Units  Estimated Accuracy
 DT0383;SPC AZ E     -   261,630.      231,170.      MT  (+/- 180 meters Scaled)
 DT0383
 DT0383                          SUPERSEDED SURVEY CONTROL
 DT0383
 DT0383  NGVD 29 (??/??/92) 1537.408  (m)         5043.98   (f) ADJ UNCH    2 0
 DT0383
 DT0383.Superseded values are not recommended for survey control.
 DT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0383.See file dsdata.txt to determine how the superseded data were derived.
 DT0383
 DT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB953916(NAD 83)
 DT0383_MARKER: DB = BENCH MARK DISK
 DT0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0383_STAMPING: T 149 1935
 DT0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0383+STABILITY: SURFACE MOTION
 DT0383
 DT0383  HISTORY     - Date     Condition        Report By
 DT0383  HISTORY     - 1935     MONUMENTED       CGS
 DT0383
 DT0383                          STATION DESCRIPTION
 DT0383
 DT0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0383'3.7 MI SE FROM ASH CREEK RANCH.
 DT0383'3.7 MI. SE ALONG ROAD TO HAT RANCH. ABOUT 135 FT. N OF SINGLE STRAND
 DT0383'PHONE LINE AND 70 FT. S OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0104 ***********************************************************************
 DU0104  DESIGNATION -  T 15
 DU0104  PID         -  DU0104
 DU0104  STATE/COUNTY-  AZ/GRAHAM
 DU0104  USGS QUAD   -  CALVA (1989)
 DU0104
 DU0104                         *CURRENT SURVEY CONTROL
 DU0104  ___________________________________________________________________
 DU0104* NAD 83(1986)-  33 09 57.     (N)    110 09 18.     (W)     SCALED    
 DU0104* NAVD 88     -       794.058  (meters)    2605.17   (feet)  ADJUSTED  
 DU0104  ___________________________________________________________________
 DU0104  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU0104  DYNAMIC HT  -         792.980 (meters)    2601.64  (feet)  COMP
 DU0104  MODELED GRAV-     979,254.1   (mgal)                       NAVD 88
 DU0104
 DU0104  VERT ORDER  -  FIRST     CLASS II
 DU0104
 DU0104.The horizontal coordinates were scaled from a topographic map and have
 DU0104.an estimated accuracy of +/- 6 seconds.
 DU0104
 DU0104.The orthometric height was determined by differential leveling
 DU0104.and adjusted in June 1991.
 DU0104
 DU0104.The geoid height was determined by GEOID03.
 DU0104
 DU0104.The dynamic height is computed by dividing the NAVD 88
 DU0104.geopotential number by the normal gravity value computed on the
 DU0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0104.degrees latitude (g = 980.6199 gals.).
 DU0104
 DU0104.The modeled gravity was interpolated from observed gravity values.
 DU0104
 DU0104;                    North         East    Units  Estimated Accuracy
 DU0104;SPC AZ E     -   240,140.      214,450.      MT  (+/- 180 meters Scaled)
 DU0104
 DU0104                          SUPERSEDED SURVEY CONTROL
 DU0104
 DU0104  NGVD 29 (??/??/92)  793.478  (m)         2603.27   (f) ADJ UNCH    1 2
 DU0104
 DU0104.Superseded values are not recommended for survey control.
 DU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0104.See file dsdata.txt to determine how the superseded data were derived.
 DU0104
 DU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB787699(NAD 83)
 DU0104_MARKER: DB = BENCH MARK DISK
 DU0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0104_SP_SET: RAILING
 DU0104_STAMPING: 2603.269 T 15 1933
 DU0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0104
 DU0104  HISTORY     - Date     Condition        Report By
 DU0104  HISTORY     - 1933     MONUMENTED       CGS
 DU0104
 DU0104                          STATION DESCRIPTION
 DU0104
 DU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0104'4.0 MI NW FROM BYLAS.
 DU0104'ON CONCRETE RAILING OF HIGHWAY BRIDGE, 1.2 MILES NORTHWEST OF NAVAJO
 DU0104'PT., AT HIGHWAY STATION 1424 + 39, 90 FEET NORTHEAST OF SOUTHERN
 DU0104'PACIFIC RAILROAD CENTER-LINE, 140 FEET NORTHWEST OF MILEPOST 1174,
 DU0104'WESTERLY CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0066 ***********************************************************************
 DU0066  DESIGNATION -  T 150
 DU0066  PID         -  DU0066
 DU0066  STATE/COUNTY-  AZ/GILA
 DU0066  USGS QUAD   -  CHIRICAHUA BUTTE (1966)
 DU0066
 DU0066                         *CURRENT SURVEY CONTROL
 DU0066  ___________________________________________________________________
 DU0066* NAD 83(1986)-  33 32 18.     (N)    110 09 20.     (W)     SCALED    
 DU0066* NAVD 88     -      1554.900  (meters)    5101.37   (feet)  ADJUSTED  
 DU0066  ___________________________________________________________________
 DU0066  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DU0066  DYNAMIC HT  -        1552.620 (meters)    5093.89  (feet)  COMP
 DU0066  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 DU0066
 DU0066  VERT ORDER  -  SECOND    CLASS 0
 DU0066
 DU0066.The horizontal coordinates were scaled from a topographic map and have
 DU0066.an estimated accuracy of +/- 6 seconds.
 DU0066
 DU0066.The orthometric height was determined by differential leveling
 DU0066.and adjusted in June 1991.
 DU0066
 DU0066.The geoid height was determined by GEOID03.
 DU0066
 DU0066.The dynamic height is computed by dividing the NAVD 88
 DU0066.geopotential number by the normal gravity value computed on the
 DU0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0066.degrees latitude (g = 980.6199 gals.).
 DU0066
 DU0066.The modeled gravity was interpolated from observed gravity values.
 DU0066
 DU0066;                    North         East    Units  Estimated Accuracy
 DU0066;SPC AZ E     -   281,450.      214,390.      MT  (+/- 180 meters Scaled)
 DU0066
 DU0066                          SUPERSEDED SURVEY CONTROL
 DU0066
 DU0066  NGVD 29 (??/??/92) 1554.168  (m)         5098.97   (f) ADJ UNCH    2 0
 DU0066
 DU0066.Superseded values are not recommended for survey control.
 DU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0066.See file dsdata.txt to determine how the superseded data were derived.
 DU0066
 DU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC784112(NAD 83)
 DU0066_MARKER: DB = BENCH MARK DISK
 DU0066_SETTING: 66 = SET IN ROCK OUTCROP
 DU0066_SP_SET: ROCK OUTCROP
 DU0066_STAMPING: T 150 1935
 DU0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0066+STABILITY: POSITION/ELEVATION WELL
 DU0066
 DU0066  HISTORY     - Date     Condition        Report By
 DU0066  HISTORY     - 1935     MONUMENTED       CGS
 DU0066
 DU0066                          STATION DESCRIPTION
 DU0066
 DU0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0066'3.9 MI NW FROM WARM SPRING.
 DU0066'3.9 MILES NORTHWEST ALONG THE HILLTOP ROAD FROM WARM SPRING, GILA
 DU0066'COUNTY, 7.7 MILES NORTHEAST ALONG THE ROCKY CREEK ROAD, 0.8 MILE SOUTH
 DU0066'OF A ROAD JUNCTION LEADING TO TURKEY TANKS, 0.1 MILE NORTH OF THE
 DU0066'JUNCTION OF A DIRT ROAD LEADING EAST, 25 FEET WEST OF THE CENTERLINE
 DU0066'OF THE ROAD, 15 FEET NORTH OF A 10-INCH BLACK OAK TREE, AND IN THE TOP
 DU0066'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED T 150 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0584 ***********************************************************************
 CY0584  DESIGNATION -  T 153
 CY0584  PID         -  CY0584
 CY0584  STATE/COUNTY-  AZ/GRAHAM
 CY0584  USGS QUAD   -  PIMA (1985)
 CY0584
 CY0584                         *CURRENT SURVEY CONTROL
 CY0584  ___________________________________________________________________
 CY0584* NAD 83(1992)-  32 58 32.83384(N)    109 46 53.31372(W)     ADJUSTED  
 CY0584* NAVD 88     -      1076.922  (meters)    3533.20   (feet)  ADJUSTED  
 CY0584  ___________________________________________________________________
 CY0584  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 CY0584  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CY0584  DYNAMIC HT  -        1075.410 (meters)    3528.24  (feet)  COMP
 CY0584  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 CY0584
 CY0584  HORZ ORDER  -  FIRST
 CY0584  VERT ORDER  -  SECOND    CLASS 0
 CY0584
 CY0584.The horizontal coordinates were established by classical geodetic methods
 CY0584.and adjusted by the National Geodetic Survey in August 1993.
 CY0584
 CY0584.The orthometric height was determined by differential leveling
 CY0584.and adjusted in June 1991.
 CY0584
 CY0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0584
 CY0584.The geoid height was determined by GEOID03.
 CY0584
 CY0584.The dynamic height is computed by dividing the NAVD 88
 CY0584.geopotential number by the normal gravity value computed on the
 CY0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0584.degrees latitude (g = 980.6199 gals.).
 CY0584
 CY0584.The modeled gravity was interpolated from observed gravity values.
 CY0584
 CY0584;                    North         East     Units Scale Factor Converg.
 CY0584;SPC AZ E     -   219,132.378   249,363.643   MT  0.99991598   +0 12 34.8
 CY0584;SPC AZ E     -   718,938.25    818,122.19   iFT  0.99991598   +0 12 34.8
 CY0584;UTM  12      - 3,649,261.787   613,864.039   MT  0.99975986   +0 39 47.9
 CY0584
 CY0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0584!SPC AZ E     -   0.99983513  x   0.99991598  =   0.99975113
 CY0584!UTM  12      -   0.99983513  x   0.99975986  =   0.99959503
 CY0584
 CY0584:                Primary Azimuth Mark                     Grid Az
 CY0584:SPC AZ E     -  T5S R25E SECS 21 22 1/4 COR              023 40 37.5
 CY0584:UTM  12      -  T5S R25E SECS 21 22 1/4 COR              023 13 24.4
 CY0584
 CY0584|---------------------------------------------------------------------|
 CY0584| PID    Reference Object                     Distance      Geod. Az  |
 CY0584|                                                           dddmmss.s |
 CY0584| CC6066 T5S R25E SECS 21 22 1/4 COR                        0235312.3 |
 CY0584| CC6067 T 153 RM 1                           22.253 METERS 06313     |
 CY0584| CC6068 T 153 RM 2                           13.754 METERS 33701     |
 CY0584|---------------------------------------------------------------------|
 CY0584
 CY0584                          SUPERSEDED SURVEY CONTROL
 CY0584
 CY0584  NAD 83(1986)-  32 58 32.82836(N)    109 46 53.31405(W) AD(       ) 1
 CY0584  NAD 27      -  32 58 32.60100(N)    109 46 51.02100(W) AD(       ) 1
 CY0584  NGVD 29 (??/??/92) 1076.302  (m)         3531.17   (f) ADJ UNCH    2 0
 CY0584
 CY0584.Superseded values are not recommended for survey control.
 CY0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0584.See file dsdata.txt to determine how the superseded data were derived.
 CY0584
 CY0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1386449262(NAD 83)
 CY0584_MARKER: DB = BENCH MARK DISK
 CY0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0584_STAMPING: T 153 1935
 CY0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0584+STABILITY: SURFACE MOTION
 CY0584
 CY0584  HISTORY     - Date     Condition        Report By
 CY0584  HISTORY     - 1945     MONUMENTED       CGS
 CY0584  HISTORY     - 1945     GOOD             NGS
 CY0584
 CY0584                          STATION DESCRIPTION
 CY0584
 CY0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0584'STATION IS LOCATED BY APPROXIMATE AIR LINE DISTANCES--11 MILES
 CY0584'NNW OF SAFFORD AND 6-1/2 MILES NNE OF PIMA, ON A MESA ALONG
 CY0584'THE E SIDE OF BIG SPRING WASH.
 CY0584'
 CY0584'TO REACH THE STATION FROM THE HIGH SCHOOL IN PIMA, GO N FOR 0.3
 CY0584'MILE ON U.S. HIGHWAY 70 TO WHERE IT TURNS W AND A MACADAM ROAD
 CY0584'CONTINUES N.  CONTINUE N, CROSSING THE GILA RIVER BRIDGE, 2.15
 CY0584'MILES TO THE PUBLIC SCHOOL IN BRYCE.  CONTINUE N 0.05 MILE TO A
 CY0584'CATTLE GUARD ON THE RIGHT.  TURN RIGHT ON A DIRT ROAD ACROSS
 CY0584'THE CATTLE GUARD, TAKE THE MIDDLE ONE OF THREE FORKS AND FOLLOW
 CY0584'THE MAIN TRAVELED ROAD E 0.3 MILE TO ANOTHER FORK.  KEEP
 CY0584'THE LEFT FORK FOR 0.05 MILE TO A BRIDGE ACROSS IRRIGATION
 CY0584'DITCH.  CROSS BRIDGE, THEN A DIKE, TAKE LEFT FORK, MAIN ROAD,
 CY0584'AND FOLLOW THE ROAD UP BIG SPRING WASH FORK AND OUT ONTO A MESA
 CY0584'ON THE E SIDE, 3.8 MILES TO A WIRE ENCLOSURE ON THE RIGHT.
 CY0584'CONTINUE N ALONG ROAD 0.7 MILE TO THE STATION, 64 FEET WNW
 CY0584'OF THE ROAD.  CONTINUE N ALONG ROAD 0.6 MILE TO THE AZIMUTH
 CY0584'MARK, 37 FEET WNW OF ROAD.
 CY0584'
 CY0584'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE CONCRETE
 CY0584'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED
 CY0584'T 153 1935.  IT IS LOCATED 64 FEET WNW OF THE CENTER OF THE
 CY0584'ROAD PAST THE STATION AND 10.4 FEET ENE OF A 4- BY 4-INCH WHITE
 CY0584'WITNESS POST.
 CY0584'
 CY0584'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0584'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY0584'AND IS STAMPED BM T 153 NO 1 1945.  IT IS ENE OF THE STATION
 CY0584'ON ABOUT THE SAME LEVEL AND 10 FEET WNW OF THE CENTER OF THE
 CY0584'ROAD PAST THE STATION.
 CY0584'
 CY0584'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0584'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 CY0584'AND IS STAMPED BM T 153 NO 2 1945.  IT IS NNW OF THE STATION ON
 CY0584'ABOUT THE SAME LEVEL.
 CY0584'
 CY0584'AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE SURVEY BRASS
 CY0584'CAPPED 3/4-INCH IRON PIPE SURROUNDED BY A ROCK CAIRN AND
 CY0584'PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND IS STAMPED 1/4
 CY0584'S21 S22 1921.  IT IS NNE OF THE STATION, 37 FEET WNW OF THE
 CY0584'CENTER OF THE ROAD, AND 8.4 FEET NE OF A 4- BY 4-INCH WHITE
 CY0584'WITNESS POST.
 CY0584
 CY0584                          STATION RECOVERY (1945)
 CY0584
 CY0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CY0584'7.0 MI N FROM PIMA.
 CY0584'7.0 MILES NORTH ALONG THE HAT RANCH ROAD FROM THE PUBLIC SCHOOL AT
 CY0584'PIMA, GRAHAM COUNTY, 0.6 MILE SOUTH OF U.S.G.L.O. SECTION-CORNER BENCH
 CY0584'MARK S 21 S. 22 1914, AND 65 FEET WEST OF THE CENTERLINE OF THE ROAD.
 CY0584'A STANDARD DISK, STAMPED T 153 1935 AND SET IN THE TOP OF A CONCRETE
 CY0584'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0451 ***********************************************************************
 ES0451  DESIGNATION -  T 155
 ES0451  PID         -  ES0451
 ES0451  STATE/COUNTY-  AZ/YAVAPAI
 ES0451  USGS QUAD   -  ROVER PEAK (1967)
 ES0451
 ES0451                         *CURRENT SURVEY CONTROL
 ES0451  ___________________________________________________________________
 ES0451* NAD 83(1986)-  34 07 15.     (N)    111 46 36.     (W)     SCALED    
 ES0451* NAVD 88     -       935.84   (+/-2cm)    3070.3    (feet)  VERTCON   
 ES0451  ___________________________________________________________________
 ES0451  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 ES0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0451
 ES0451.The horizontal coordinates were scaled from a topographic map and have
 ES0451.an estimated accuracy of +/- 6 seconds.
 ES0451
 ES0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0451.The vertical order pertains to the NGVD 29 superseded value.
 ES0451
 ES0451.The geoid height was determined by GEOID03.
 ES0451
 ES0451;                    North         East    Units  Estimated Accuracy
 ES0451;SPC AZ C     -   346,070.      226,270.      MT  (+/- 180 meters Scaled)
 ES0451
 ES0451                          SUPERSEDED SURVEY CONTROL
 ES0451
 ES0451  NGVD 29 (??/??/92)  935.148  (m)         3068.06   (f) ADJ UNCH    2 0
 ES0451
 ES0451.Superseded values are not recommended for survey control.
 ES0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0451.See file dsdata.txt to determine how the superseded data were derived.
 ES0451
 ES0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC283758(NAD 83)
 ES0451_MARKER: DB = BENCH MARK DISK
 ES0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0451_SP_SET: CULVERT
 ES0451_STAMPING: T 155 1935
 ES0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0451
 ES0451  HISTORY     - Date     Condition        Report By
 ES0451  HISTORY     - 1935     MONUMENTED       CGS
 ES0451  HISTORY     - 1952     GOOD             NGS
 ES0451  HISTORY     - 1966     MARK NOT FOUND   USGS
 ES0451  HISTORY     - 20070811 MARK NOT FOUND   GEOCAC
 ES0451
 ES0451                          STATION DESCRIPTION
 ES0451
 ES0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0451'34.8 MI SE FROM CORDES.
 ES0451'34.8 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0451'CORDES, AT THE TOP OF A SMALL GRADE, ON THE OUTSIDE OF A CURVE, IN TOP
 ES0451'OF THE CENTER OF A 6-FOOT BY 3-FOOT OUTCROP PROJECTING 1 FOOT ABOVE
 ES0451'THE GROUND, 111.0 FEET NORTH OF THE SOUTHWEST END OF A 18-INCH
 ES0451'CORRUGATED METAL PIPE CULVERT, 20 FEET NORTHEAST OF THE CENTER LINE OF
 ES0451'THE ROAD AT THE CURVE, AND ABOUT LEVEL WITH THE ROAD.
 ES0451
 ES0451                          STATION RECOVERY (1966)
 ES0451
 ES0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0451'MARK NOT FOUND.
 ES0451
 ES0451                          STATION RECOVERY (2007)
 ES0451
 ES0451'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0451'THERE IS NO ROCK OUTCROPPING OF THE DESCRIBED DIMENSIONS AT THE
 ES0451'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0234 ***********************************************************************
 DU0234  DESIGNATION -  T 16
 DU0234  PID         -  DU0234
 DU0234  STATE/COUNTY-  AZ/GILA
 DU0234  USGS QUAD   -  GLOBE (1982)
 DU0234
 DU0234                         *CURRENT SURVEY CONTROL
 DU0234  ___________________________________________________________________
 DU0234* NAD 83(1986)-  33 22 58.     (N)    110 46 09.     (W)     SCALED    
 DU0234* NAVD 88     -      1098.715  (meters)    3604.70   (feet)  ADJUSTED  
 DU0234  ___________________________________________________________________
 DU0234  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DU0234  DYNAMIC HT  -        1097.217 (meters)    3599.79  (feet)  COMP
 DU0234  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 DU0234
 DU0234  VERT ORDER  -  FIRST     CLASS II
 DU0234
 DU0234.The horizontal coordinates were scaled from a topographic map and have
 DU0234.an estimated accuracy of +/- 6 seconds.
 DU0234
 DU0234.The orthometric height was determined by differential leveling
 DU0234.and adjusted in June 1991.
 DU0234
 DU0234.The geoid height was determined by GEOID03.
 DU0234
 DU0234.The dynamic height is computed by dividing the NAVD 88
 DU0234.geopotential number by the normal gravity value computed on the
 DU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0234.degrees latitude (g = 980.6199 gals.).
 DU0234
 DU0234.The modeled gravity was interpolated from observed gravity values.
 DU0234
 DU0234;                    North         East    Units  Estimated Accuracy
 DU0234;SPC AZ E     -   264,360.      157,300.      MT  (+/- 180 meters Scaled)
 DU0234
 DU0234                          SUPERSEDED SURVEY CONTROL
 DU0234
 DU0234  NGVD 29 (??/??/92) 1098.085  (m)         3602.63   (f) ADJ UNCH    1 2
 DU0234
 DU0234.Superseded values are not recommended for survey control.
 DU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0234.See file dsdata.txt to determine how the superseded data were derived.
 DU0234
 DU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB214937(NAD 83)
 DU0234_MARKER: DB = BENCH MARK DISK
 DU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0234_STAMPING: 3602.634 T 16 1933
 DU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0234+STABILITY: SURFACE MOTION
 DU0234
 DU0234  HISTORY     - Date     Condition        Report By
 DU0234  HISTORY     - 1933     MONUMENTED       CGS
 DU0234  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0234
 DU0234                          STATION DESCRIPTION
 DU0234
 DU0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0234'1.3 MI E FROM GLOBE.
 DU0234'ON SOUTHERN PACIFIC RIGHT OF WAY, 300 FEET NORTHWEST OF RAILROAD
 DU0234'TRESTLE, 14 FEET NORTHEAST OF RAILROAD CENTERLINE.
 DU0234
 DU0234                          STATION RECOVERY (1979)
 DU0234
 DU0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0234'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0274 ***********************************************************************
 DU0274  DESIGNATION -  T 17
 DU0274  PID         -  DU0274
 DU0274  STATE/COUNTY-  AZ/GILA
 DU0274  USGS QUAD   -  CUTTER (1979)
 DU0274
 DU0274                         *CURRENT SURVEY CONTROL
 DU0274  ___________________________________________________________________
 DU0274* NAD 83(1986)-  33 18 00.     (N)    110 44 45.     (W)     SCALED    
 DU0274* NAVD 88     -      1270.39   (+/-2cm)    4167.9    (feet)  VERTCON   
 DU0274  ___________________________________________________________________
 DU0274  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DU0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0274
 DU0274.The horizontal coordinates were scaled from a topographic map and have
 DU0274.an estimated accuracy of +/- 6 seconds.
 DU0274
 DU0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0274.The vertical order pertains to the NGVD 29 superseded value.
 DU0274
 DU0274.The geoid height was determined by GEOID03.
 DU0274
 DU0274;                    North         East    Units  Estimated Accuracy
 DU0274;SPC AZ E     -   255,170.      159,420.      MT  (+/- 180 meters Scaled)
 DU0274
 DU0274                          SUPERSEDED SURVEY CONTROL
 DU0274
 DU0274  NGVD 29 (??/??/92) 1269.74   (m)         4165.8    (f) COMPUTED    2 0
 DU0274
 DU0274.Superseded values are not recommended for survey control.
 DU0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0274.See file dsdata.txt to determine how the superseded data were derived.
 DU0274
 DU0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB236845(NAD 83)
 DU0274_MARKER: DB = BENCH MARK DISK
 DU0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0274_STAMPING: 4165.832 T 17 1933
 DU0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0274+STABILITY: SURFACE MOTION
 DU0274
 DU0274  HISTORY     - Date     Condition        Report By
 DU0274  HISTORY     - 1933     MONUMENTED       CGS
 DU0274  HISTORY     - 1974     MARK NOT FOUND   USGS
 DU0274
 DU0274                          STATION DESCRIPTION
 DU0274
 DU0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0274'11.51 MI SE FROM GLOBE.
 DU0274'POST AT SIDE OF HIGHWAY, NEAR SUMMIT OF GRADE, 1.5 MILES NORTH OF
 DU0274'RANGER RANCH, ON WEST SIDE OF HILL, 35 FEET EAST OF HIGHWAY
 DU0274'CENTER-LINE.
 DU0274
 DU0274                          STATION RECOVERY (1974)
 DU0274
 DU0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DU0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0295 ***********************************************************************
 CZ0295  DESIGNATION -  T 18 RESET
 CZ0295  PID         -  CZ0295
 CZ0295  STATE/COUNTY-  AZ/PINAL
 CZ0295  USGS QUAD   -  MAMMOTH (1972)
 CZ0295
 CZ0295                         *CURRENT SURVEY CONTROL
 CZ0295  ___________________________________________________________________
 CZ0295* NAD 83(1986)-  32 44 31.     (N)    110 38 49.     (W)     SCALED    
 CZ0295* NAVD 88     -       711.21   (+/-2cm)    2333.4    (feet)  VERTCON   
 CZ0295  ___________________________________________________________________
 CZ0295  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CZ0295  VERT ORDER  -  THIRD (See Below)
 CZ0295
 CZ0295.The horizontal coordinates were scaled from a topographic map and have
 CZ0295.an estimated accuracy of +/- 6 seconds.
 CZ0295
 CZ0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0295.The vertical order pertains to the NGVD 29 superseded value.
 CZ0295
 CZ0295.The geoid height was determined by GEOID03.
 CZ0295
 CZ0295;                    North         East    Units  Estimated Accuracy
 CZ0295;SPC AZ C     -   193,850.      332,360.      MT  (+/- 180 meters Scaled)
 CZ0295
 CZ0295                          SUPERSEDED SURVEY CONTROL
 CZ0295
 CZ0295  NGVD 29 (03/28/06)  710.57   (m)         2331.3    (f) RESET       3  
 CZ0295
 CZ0295.Superseded values are not recommended for survey control.
 CZ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0295.See file dsdata.txt to determine how the superseded data were derived.
 CZ0295
 CZ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB330227(NAD 83)
 CZ0295_MARKER: DB = BENCH MARK DISK
 CZ0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0295_SP_SET: BRIDGE
 CZ0295_STAMPING: T 18 RESET
 CZ0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0295
 CZ0295  HISTORY     - Date     Condition        Report By
 CZ0295  HISTORY     - 1961     MONUMENTED       AZHD
 CZ0295  HISTORY     - 1961     GOOD             AZDT
 CZ0295  HISTORY     - 1967     GOOD             AZDT
 CZ0295  HISTORY     - 20070223 MARK NOT FOUND   GEOCAC
 CZ0295
 CZ0295                          STATION DESCRIPTION
 CZ0295
 CZ0295'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1961
 CZ0295'1.5 MI N FROM MAMMOTH.
 CZ0295'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 77 FROM MAMMOTH, AT THE
 CZ0295'HIGHWAY BRIDGE OVER THE SAN PEDRO RIVER, SET ON THE FOOTWALK AT THE
 CZ0295'SOUTHWEST CORNER OF THE BRIDGE, 5 FEET NORTHERLY OF THE SOUTHWEST END
 CZ0295'OF THE GUARD RAIL AND ABOUT 1 FOOT ABOVE THE BRIDGE DECK.
 CZ0295
 CZ0295                          STATION RECOVERY (1967)
 CZ0295
 CZ0295'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 CZ0295'RECOVERED IN GOOD CONDITION.
 CZ0295
 CZ0295                          STATION RECOVERY (2007)
 CZ0295
 CZ0295'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0295'DID NOT FIND THE MARK. THERE IS NO FOOTWALK ON THE CURRENT BRIDGE AND
 CZ0295'NO MARK WAS FOUND IN THE SOUTHWEST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0140 ***********************************************************************
 CZ0140  DESIGNATION -  T 19
 CZ0140  PID         -  CZ0140
 CZ0140  STATE/COUNTY-  AZ/PIMA
 CZ0140  USGS QUAD   -  TUCSON (1992)
 CZ0140
 CZ0140                         *CURRENT SURVEY CONTROL
 CZ0140  ___________________________________________________________________
 CZ0140* NAD 83(1986)-  32 14 21.     (N)    110 58 29.     (W)     SCALED    
 CZ0140* NAVD 88     -       722.30   (+/-2cm)    2369.7    (feet)  VERTCON   
 CZ0140  ___________________________________________________________________
 CZ0140  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0140
 CZ0140.The horizontal coordinates were scaled from a topographic map and have
 CZ0140.an estimated accuracy of +/- 6 seconds.
 CZ0140
 CZ0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0140.The vertical order pertains to the NGVD 29 superseded value.
 CZ0140
 CZ0140.The geoid height was determined by GEOID03.
 CZ0140
 CZ0140;                    North         East    Units  Estimated Accuracy
 CZ0140;SPC AZ C     -   137,780.      302,130.      MT  (+/- 180 meters Scaled)
 CZ0140
 CZ0140                          SUPERSEDED SURVEY CONTROL
 CZ0140
 CZ0140  NGVD 29 (??/??/92)  721.64   (m)         2367.6    (f) COMPUTED    2 0
 CZ0140
 CZ0140.Superseded values are not recommended for survey control.
 CZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0140.See file dsdata.txt to determine how the superseded data were derived.
 CZ0140
 CZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA023669(NAD 83)
 CZ0140_MARKER: DB = BENCH MARK DISK
 CZ0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0140_SP_SET: RETAINING WALL
 CZ0140_STAMPING: 2367.869 T 19 1933
 CZ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0140
 CZ0140  HISTORY     - Date     Condition        Report By
 CZ0140  HISTORY     - 1933     MONUMENTED       CGS
 CZ0140  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ0140
 CZ0140                          STATION DESCRIPTION
 CZ0140
 CZ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0140'1.4 MI N FROM TUCSON.
 CZ0140'1.4 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 89 FROM THE VALLEY NATIONAL
 CZ0140'BANK AT TUCSON, PIMA COUNTY, AT THE SOUTHEAST CORNER OF THE
 CZ0140'INTERSECTION OF NORTH TENTH AVENUE, IN THE CONCRETE RETAINING WALL,
 CZ0140'AND 9 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED 2367.869 T 19
 CZ0140'1933.  NOTE-- IT WAS REPORTED THAT THE LOT AT THIS LOCATION HAS BEEN
 CZ0140'CLEARED BY A BULLDOZER, AND THERE IS NO RETAINING WALL AT THE CORNER
 CZ0140'REFERRED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0268 ***********************************************************************
 ES0268  DESIGNATION -  T 20
 ES0268  PID         -  ES0268
 ES0268  STATE/COUNTY-  AZ/GILA
 ES0268  USGS QUAD   -  GISELA (1972)
 ES0268
 ES0268                         *CURRENT SURVEY CONTROL
 ES0268  ___________________________________________________________________
 ES0268* NAD 83(1986)-  34 04 07.     (N)    111 19 35.     (W)     SCALED    
 ES0268* NAVD 88     -       884.004  (meters)    2900.27   (feet)  ADJUSTED  
 ES0268  ___________________________________________________________________
 ES0268  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ES0268  DYNAMIC HT  -         882.866 (meters)    2896.54  (feet)  COMP
 ES0268  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 ES0268
 ES0268  VERT ORDER  -  FIRST     CLASS II
 ES0268
 ES0268.The horizontal coordinates were scaled from a topographic map and have
 ES0268.an estimated accuracy of +/- 6 seconds.
 ES0268
 ES0268.The orthometric height was determined by differential leveling
 ES0268.and adjusted in June 1991.
 ES0268
 ES0268.The geoid height was determined by GEOID03.
 ES0268
 ES0268.The dynamic height is computed by dividing the NAVD 88
 ES0268.geopotential number by the normal gravity value computed on the
 ES0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0268.degrees latitude (g = 980.6199 gals.).
 ES0268
 ES0268.The modeled gravity was interpolated from observed gravity values.
 ES0268
 ES0268;                    North         East    Units  Estimated Accuracy
 ES0268;SPC AZ E     -   340,870.      106,310.      MT  (+/- 180 meters Scaled)
 ES0268
 ES0268                          SUPERSEDED SURVEY CONTROL
 ES0268
 ES0268  NGVD 29 (??/??/92)  883.374  (m)         2898.20   (f) ADJ UNCH    1 2
 ES0268
 ES0268.Superseded values are not recommended for survey control.
 ES0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0268.See file dsdata.txt to determine how the superseded data were derived.
 ES0268
 ES0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC698698(NAD 83)
 ES0268_MARKER: DB = BENCH MARK DISK
 ES0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0268_STAMPING: 2898.203 T 20 1933
 ES0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0268+STABILITY: SURFACE MOTION
 ES0268
 ES0268  HISTORY     - Date     Condition        Report By
 ES0268  HISTORY     - 1933     MONUMENTED       CGS
 ES0268  HISTORY     - 1972     MARK NOT FOUND   USGS
 ES0268  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0268
 ES0268                          STATION DESCRIPTION
 ES0268
 ES0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ES0268'13.8 MI S FROM PAYSON.
 ES0268'13.8 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0268'OFFICE AT PAYSON, GILA COUNTY, 4.1 MILES SOUTH OF THE GENERAL STORE AT
 ES0268'RYE, 2.6 MILES NORTHWEST OF A STEEL BRIDGE OVER RYE CREEK, 235 YARDS
 ES0268'SOUTH OF A CATTLEGUARD, OPPOSITE THE MOUTH OF A SMALL RAVINE, AND
 ES0268'ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP
 ES0268'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 ES0268
 ES0268                          STATION RECOVERY (1972)
 ES0268
 ES0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ES0268'MARK NOT FOUND.
 ES0268
 ES0268                          STATION RECOVERY (1982)
 ES0268
 ES0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0268'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0438 ***********************************************************************
 DU0438  DESIGNATION -  T 21
 DU0438  PID         -  DU0438
 DU0438  STATE/COUNTY-  AZ/MARICOPA
 DU0438  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0438
 DU0438                         *CURRENT SURVEY CONTROL
 DU0438  ___________________________________________________________________
 DU0438* NAD 83(1986)-  33 32 19.     (N)    111 26 34.     (W)     SCALED    
 DU0438* NAVD 88     -       511.363  (meters)    1677.70   (feet)  ADJUSTED  
 DU0438  ___________________________________________________________________
 DU0438  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DU0438  DYNAMIC HT  -         510.722 (meters)    1675.59  (feet)  COMP
 DU0438  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 DU0438
 DU0438  VERT ORDER  -  FIRST     CLASS II
 DU0438
 DU0438.The horizontal coordinates were scaled from a topographic map and have
 DU0438.an estimated accuracy of +/- 6 seconds.
 DU0438
 DU0438.The orthometric height was determined by differential leveling
 DU0438.and adjusted in June 1991.
 DU0438
 DU0438.The geoid height was determined by GEOID03.
 DU0438
 DU0438.The dynamic height is computed by dividing the NAVD 88
 DU0438.geopotential number by the normal gravity value computed on the
 DU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0438.degrees latitude (g = 980.6199 gals.).
 DU0438
 DU0438.The modeled gravity was interpolated from observed gravity values.
 DU0438
 DU0438;                    North         East    Units  Estimated Accuracy
 DU0438;SPC AZ C     -   281,580.      257,370.      MT  (+/- 180 meters Scaled)
 DU0438
 DU0438                          SUPERSEDED SURVEY CONTROL
 DU0438
 DU0438  NGVD 29 (??/??/92)  510.760  (m)         1675.72   (f) ADJ UNCH    1 2
 DU0438
 DU0438.Superseded values are not recommended for survey control.
 DU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0438.See file dsdata.txt to determine how the superseded data were derived.
 DU0438
 DU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC588110(NAD 83)
 DU0438_MARKER: DB = BENCH MARK DISK
 DU0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0438_SP_SET: BRIDGE
 DU0438_STAMPING: T 21 1933
 DU0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0438
 DU0438  HISTORY     - Date     Condition        Report By
 DU0438  HISTORY     - 1933     MONUMENTED       CGS
 DU0438  HISTORY     - 1948     GOOD             NGS
 DU0438  HISTORY     - 1980     GOOD             NGS
 DU0438  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 DU0438  HISTORY     - 20070512 GOOD             GEOCAC
 DU0438  HISTORY     - 20081008 GOOD             GEOCAC
 DU0438
 DU0438                          STATION DESCRIPTION
 DU0438
 DU0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0438'3.8 MI W FROM TORTILLA FLAT.
 DU0438'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0438'TORTILLA FLAT, AT THE SOUTHEAST END OF THE LARGE BRIDGE OVER WILLOW
 DU0438'CREEK, 21.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 18.4
 DU0438'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND IN THE
 DU0438'CENTER OF THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE AND ABOUT
 DU0438'LEVEL WITH THE HIGHWAY.
 DU0438
 DU0438                          STATION RECOVERY (1980)
 DU0438
 DU0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0438'RECOVERED IN GOOD CONDITION.
 DU0438
 DU0438                          STATION RECOVERY (2003)
 DU0438
 DU0438'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0438'MARK NOT FOUND.
 DU0438
 DU0438                          STATION RECOVERY (2007)
 DU0438
 DU0438'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0438'RECOVERED IN GOOD CONDITION.
 DU0438
 DU0438                          STATION RECOVERY (2008)
 DU0438
 DU0438'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0804 ***********************************************************************
 DU0804  DESIGNATION -  T 22
 DU0804  PID         -  DU0804
 DU0804  STATE/COUNTY-  AZ/MARICOPA
 DU0804  USGS QUAD   -  GUADALUPE (1982)
 DU0804
 DU0804                         *CURRENT SURVEY CONTROL
 DU0804  ___________________________________________________________________
 DU0804* NAD 83(1986)-  33 19 13.     (N)    111 57 19.     (W)     SCALED    
 DU0804* NAVD 88     -       362.46   (+/-2cm)    1189.2    (feet)  VERTCON   
 DU0804  ___________________________________________________________________
 DU0804  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DU0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0804
 DU0804.The horizontal coordinates were scaled from a topographic map and have
 DU0804.an estimated accuracy of +/- 6 seconds.
 DU0804
 DU0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0804.The vertical order pertains to the NGVD 29 superseded value.
 DU0804
 DU0804.The geoid height was determined by GEOID03.
 DU0804
 DU0804;                    North         East    Units  Estimated Accuracy
 DU0804;SPC AZ C     -   257,270.      209,770.      MT  (+/- 180 meters Scaled)
 DU0804
 DU0804                          SUPERSEDED SURVEY CONTROL
 DU0804
 DU0804  NGVD 29 (??/??/92)  361.890  (m)         1187.30   (f) ADJ UNCH    2 0
 DU0804
 DU0804.Superseded values are not recommended for survey control.
 DU0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0804.See file dsdata.txt to determine how the superseded data were derived.
 DU0804
 DU0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB110872(NAD 83)
 DU0804_MARKER: DB = BENCH MARK DISK
 DU0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0804_STAMPING: T 22 1933
 DU0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0804+STABILITY: SURFACE MOTION
 DU0804
 DU0804  HISTORY     - Date     Condition        Report By
 DU0804  HISTORY     - 1933     MONUMENTED       CGS
 DU0804  HISTORY     - 1948     GOOD             NGS
 DU0804  HISTORY     - 1959     POOR             DOD
 DU0804  HISTORY     - 20010221 MARK NOT FOUND   MCDOT
 DU0804
 DU0804                          STATION DESCRIPTION
 DU0804
 DU0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0804'7.7 MI S FROM TEMPE.
 DU0804'7.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0804'STATION AT TEMPE, 200 FEET NORTHEAST OF MILEPOST 922, AT THE CROSSING
 DU0804'OF A DIRT ROAD, 50.2 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 DU0804'31.3 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, SET IN THE TOP OF
 DU0804'A CONCRETE POST.  NOTE-- CONCRETE POST BADLY CHIPPED AND DISK LOOSE.
 DU0804'CHECK POINT RECOVERED AS DESCRIBED.
 DU0804
 DU0804                          STATION RECOVERY (1959)
 DU0804
 DU0804'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DU0804'MARK RECOVERED IN POOR CONDITION.
 DU0804
 DU0804                          STATION RECOVERY (2001)
 DU0804
 DU0804'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DU0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0242 ***********************************************************************
 DV0242  DESIGNATION -  T 23
 DV0242  PID         -  DV0242
 DV0242  STATE/COUNTY-  AZ/MARICOPA
 DV0242  USGS QUAD   -  EL MIRAGE (1982)
 DV0242
 DV0242                         *CURRENT SURVEY CONTROL
 DV0242  ___________________________________________________________________
 DV0242* NAD 83(1986)-  33 35 41.     (N)    112 15 43.     (W)     SCALED    
 DV0242* NAVD 88     -       347.68   (+/-2cm)    1140.7    (feet)  VERTCON   
 DV0242  ___________________________________________________________________
 DV0242  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DV0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0242
 DV0242.The horizontal coordinates were scaled from a topographic map and have
 DV0242.an estimated accuracy of +/- 6 seconds.
 DV0242
 DV0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0242.The vertical order pertains to the NGVD 29 superseded value.
 DV0242
 DV0242.The geoid height was determined by GEOID03.
 DV0242
 DV0242;                    North         East    Units  Estimated Accuracy
 DV0242;SPC AZ C     -   287,760.      181,310.      MT  (+/- 180 meters Scaled)
 DV0242
 DV0242                          SUPERSEDED SURVEY CONTROL
 DV0242
 DV0242  NGVD 29 (??/??/92)  347.122  (m)         1138.85   (f) ADJ UNCH    2 0
 DV0242
 DV0242.Superseded values are not recommended for survey control.
 DV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0242.See file dsdata.txt to determine how the superseded data were derived.
 DV0242
 DV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC829179(NAD 83)
 DV0242_MARKER: DB = BENCH MARK DISK
 DV0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0242_SP_SET: ABUTMENT
 DV0242_STAMPING: T 23 1933
 DV0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0242
 DV0242  HISTORY     - Date     Condition        Report By
 DV0242  HISTORY     - 1933     MONUMENTED       CGS
 DV0242  HISTORY     - 1956     MARK NOT FOUND   USGS
 DV0242  HISTORY     - 20080415 MARK NOT FOUND   GEOCAC
 DV0242
 DV0242                          STATION DESCRIPTION
 DV0242
 DV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0242'1.8 MI NW FROM PEORIA.
 DV0242'NEW RIVER CONCRETE HIGHWAY BRIDGE, AT SOUTHEAST END OF, 1.3 MILES
 DV0242'SOUTHEAST OF MARINETTE, 120 FEET SOUTH OF MILEPOST 178, ON TOP OF
 DV0242'NORTH END OF BRIDGE ABUTMENT.
 DV0242
 DV0242                          STATION RECOVERY (1956)
 DV0242
 DV0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV0242'MARK NOT FOUND.
 DV0242
 DV0242                          STATION RECOVERY (2008)
 DV0242
 DV0242'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0242'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0242'MARK. THERE IS NO MARK AT THE DESCRIBED LOCATION. THE BRIDGE FROM 1933
 DV0242'HAS LONG SINCE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0846 ***********************************************************************
 ET0846  DESIGNATION -  T 24
 ET0846  PID         -  ET0846
 ET0846  STATE/COUNTY-  AZ/YAVAPAI
 ET0846  USGS QUAD   -  FLORES (1969)
 ET0846
 ET0846                         *CURRENT SURVEY CONTROL
 ET0846  ___________________________________________________________________
 ET0846* NAD 83(1986)-  34 00 00.     (N)    112 49 57.     (W)     SCALED    
 ET0846* NAVD 88     -       716.89   (+/-2cm)    2352.0    (feet)  VERTCON   
 ET0846  ___________________________________________________________________
 ET0846  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ET0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0846
 ET0846.The horizontal coordinates were scaled from a topographic map and have
 ET0846.an estimated accuracy of +/- 6 seconds.
 ET0846
 ET0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0846.The vertical order pertains to the NGVD 29 superseded value.
 ET0846
 ET0846.The geoid height was determined by GEOID03.
 ET0846
 ET0846;                    North         East    Units  Estimated Accuracy
 ET0846;SPC AZ C     -   333,030.      128,760.      MT  (+/- 180 meters Scaled)
 ET0846
 ET0846                          SUPERSEDED SURVEY CONTROL
 ET0846
 ET0846  NGVD 29 (??/??/92)  716.21   (m)         2349.8    (f) COMPUTED    2 0
 ET0846
 ET0846.Superseded values are not recommended for survey control.
 ET0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0846.See file dsdata.txt to determine how the superseded data were derived.
 ET0846
 ET0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC307636(NAD 83)
 ET0846_MARKER: DB = BENCH MARK DISK
 ET0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0846_SP_SET: ABUTMENT
 ET0846_STAMPING: T 24 1933
 ET0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0846
 ET0846  HISTORY     - Date     Condition        Report By
 ET0846  HISTORY     - 1933     MONUMENTED       CGS
 ET0846  HISTORY     - 1934     GOOD             NGS
 ET0846
 ET0846                          STATION DESCRIPTION
 ET0846
 ET0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0846'1.8 MI W FROM MATTHIE.
 ET0846'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0846'MATTHIE JUNCTION, YAVAPAI COUNTY, 0.4 MILE NORTHWEST OF A ROCK CUT,
 ET0846'200 FEET SOUTHEAST OF MILEPOST 2, AT TRESTLE F 2, AND IN THE TOP OF
 ET0846'THE NORTH WING WALL OF THE WEST ABUTMENT.  A STANDARD DISK, STAMPED T
 ET0846'24 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0391 ***********************************************************************
 FS0391  DESIGNATION -  T 253
 FS0391  PID         -  FS0391
 FS0391  STATE/COUNTY-  AZ/MOHAVE
 FS0391  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0391
 FS0391                         *CURRENT SURVEY CONTROL
 FS0391  ___________________________________________________________________
 FS0391* NAD 83(1986)-  35 56 13.     (N)    114 29 20.     (W)     SCALED    
 FS0391* NAVD 88     -       511.203  (meters)    1677.17   (feet)  POSTED    
 FS0391  ___________________________________________________________________
 FS0391  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FS0391  DYNAMIC HT  -         510.690 (meters)    1675.49  (feet)  COMP
 FS0391  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 FS0391
 FS0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0391
 FS0391.The horizontal coordinates were scaled from a topographic map and have
 FS0391.an estimated accuracy of +/- 6 seconds.
 FS0391
 FS0391.The orthometric height was determined by differential leveling
 FS0391.and adjusted by the  in 1992.
 FS0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0391.rate of 0.0 thru 1.0 mm/km.
 FS0391
 FS0391.The geoid height was determined by GEOID03.
 FS0391
 FS0391.The dynamic height is computed by dividing the NAVD 88
 FS0391.geopotential number by the normal gravity value computed on the
 FS0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0391.degrees latitude (g = 980.6199 gals.).
 FS0391
 FS0391.The modeled gravity was interpolated from observed gravity values.
 FS0391
 FS0391;                    North         East    Units  Estimated Accuracy
 FS0391;SPC AZ W     -   547,790.      146,690.      MT  (+/- 180 meters Scaled)
 FS0391
 FS0391                          SUPERSEDED SURVEY CONTROL
 FS0391
 FS0391  NGVD 29 (??/??/92)  510.481  (m)         1674.80   (f) ADJ UNCH    1 1
 FS0391
 FS0391.Superseded values are not recommended for survey control.
 FS0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0391.See file dsdata.txt to determine how the superseded data were derived.
 FS0391
 FS0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV265798(NAD 83)
 FS0391_MARKER: DB = BENCH MARK DISK
 FS0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0391_STAMPING: T 253 1940
 FS0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0391+STABILITY: SURFACE MOTION
 FS0391
 FS0391  HISTORY     - Date     Condition        Report By
 FS0391  HISTORY     - 1940     MONUMENTED       CGS
 FS0391  HISTORY     - 1950     GOOD             NGS
 FS0391  HISTORY     - 1963     GOOD             NGS
 FS0391
 FS0391                          STATION DESCRIPTION
 FS0391
 FS0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0391'10.1 MI S FROM MOUTH OF DETRITAL WASH.
 FS0391'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0391'MEAD, THENCE 3.2 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.7
 FS0391'MILE SOUTHEAST OF B.M. U 253, ABOUT 105 YARDS SOUTH OF THE SOUTH
 FS0391'BASE OF A PROIMENT HILL, ON THE EAST BANK OF THE WASH, AT THE
 FS0391'Y JUNCTION OF A SMALL DRY WASH LEADING SOUTHEAST, 6 1/2 FEET
 FS0391'SOUTHEAST OF A CAIRN, 3.2 FEET SOUTHWEST OF A WITNESS POST,
 FS0391'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0391'THE GROUND.
 FS0391
 FS0391                          STATION RECOVERY (1963)
 FS0391
 FS0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0478 ***********************************************************************
 FS0478  DESIGNATION -  T 254
 FS0478  PID         -  FS0478
 FS0478  STATE/COUNTY-  AZ/MOHAVE
 FS0478  USGS QUAD   -  MT TIPTON NW (1980)
 FS0478
 FS0478                         *CURRENT SURVEY CONTROL
 FS0478  ___________________________________________________________________
 FS0478* NAD 83(1986)-  35 40 08.     (N)    114 11 55.     (W)     SCALED    
 FS0478* NAVD 88     -      1028.474  (meters)    3374.25   (feet)  POSTED    
 FS0478  ___________________________________________________________________
 FS0478  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FS0478  DYNAMIC HT  -        1027.310 (meters)    3370.43  (feet)  COMP
 FS0478  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 FS0478
 FS0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0478
 FS0478.The horizontal coordinates were scaled from a topographic map and have
 FS0478.an estimated accuracy of +/- 6 seconds.
 FS0478
 FS0478.The orthometric height was determined by differential leveling
 FS0478.and adjusted by the  in 1992.
 FS0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0478.rate of 0.0 thru 1.0 mm/km.
 FS0478
 FS0478.The geoid height was determined by GEOID03.
 FS0478
 FS0478.The dynamic height is computed by dividing the NAVD 88
 FS0478.geopotential number by the normal gravity value computed on the
 FS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0478.degrees latitude (g = 980.6199 gals.).
 FS0478
 FS0478.The modeled gravity was interpolated from observed gravity values.
 FS0478
 FS0478;                    North         East    Units  Estimated Accuracy
 FS0478;SPC AZ W     -   517,890.      172,750.      MT  (+/- 180 meters Scaled)
 FS0478
 FS0478                          SUPERSEDED SURVEY CONTROL
 FS0478
 FS0478  NGVD 29 (??/??/92) 1027.702  (m)         3371.72   (f) ADJ UNCH    1 1
 FS0478
 FS0478.Superseded values are not recommended for survey control.
 FS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0478.See file dsdata.txt to determine how the superseded data were derived.
 FS0478
 FS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV535508(NAD 83)
 FS0478_MARKER: DB = BENCH MARK DISK
 FS0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0478_STAMPING: T 254 1941
 FS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0478+STABILITY: SURFACE MOTION
 FS0478
 FS0478  HISTORY     - Date     Condition        Report By
 FS0478  HISTORY     - 1941     MONUMENTED       CGS
 FS0478  HISTORY     - 1950     GOOD             NGS
 FS0478  HISTORY     - 1970     GOOD             USGS
 FS0478
 FS0478                          STATION DESCRIPTION
 FS0478
 FS0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0478'24.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0478'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0478'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 13.5 MILES
 FS0478'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, AT THE
 FS0478'JUNCTION OF A DIRT ROAD LEADING EAST, 88 FEET SOUTHEAST OF THE
 FS0478'CENTER LINE OF THE ROAD, 31 FEET NORTH OF THE CENTER LINE OF
 FS0478'THE ROAD LEADING EAST, 3.3 FEET NORTHWEST OF A WITNESS POST, ABOUT
 FS0478'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0478'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0478
 FS0478                          STATION RECOVERY (1970)
 FS0478
 FS0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0557 ***********************************************************************
 ET0557  DESIGNATION -  T 255
 ET0557  PID         -  ET0557
 ET0557  STATE/COUNTY-  AZ/YAVAPAI
 ET0557  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0557
 ET0557                         *CURRENT SURVEY CONTROL
 ET0557  ___________________________________________________________________
 ET0557* NAD 83(1986)-  34 53 56.     (N)    112 34 22.     (W)     SCALED    
 ET0557* NAVD 88     -      1353.923  (meters)    4442.00   (feet)  POSTED    
 ET0557  ___________________________________________________________________
 ET0557  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ET0557  DYNAMIC HT  -        1352.160 (meters)    4436.21  (feet)  COMP
 ET0557  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 ET0557
 ET0557  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0557
 ET0557.The horizontal coordinates were scaled from a topographic map and have
 ET0557.an estimated accuracy of +/- 6 seconds.
 ET0557
 ET0557.The orthometric height was determined by differential leveling
 ET0557.and adjusted in November 2005.
 ET0557.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0557.rate of 0.0 thru 1.0 mm/km.
 ET0557
 ET0557.The geoid height was determined by GEOID03.
 ET0557
 ET0557.The dynamic height is computed by dividing the NAVD 88
 ET0557.geopotential number by the normal gravity value computed on the
 ET0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0557.degrees latitude (g = 980.6199 gals.).
 ET0557
 ET0557.The modeled gravity was interpolated from observed gravity values.
 ET0557
 ET0557;                    North         East    Units  Estimated Accuracy
 ET0557;SPC AZ C     -   432,560.      153,400.      MT  (+/- 180 meters Scaled)
 ET0557
 ET0557                          SUPERSEDED SURVEY CONTROL
 ET0557
 ET0557  NGVD 29 (??/??/92) 1353.141  (m)         4439.43   (f) ADJ UNCH    2 0
 ET0557
 ET0557.Superseded values are not recommended for survey control.
 ET0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0557.See file dsdata.txt to determine how the superseded data were derived.
 ET0557
 ET0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD562629(NAD 83)
 ET0557_MARKER: DB = BENCH MARK DISK
 ET0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0557_STAMPING: T 255 1941
 ET0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0557+STABILITY: SURFACE MOTION
 ET0557
 ET0557  HISTORY     - Date     Condition        Report By
 ET0557  HISTORY     - 1941     MONUMENTED       CGS
 ET0557  HISTORY     - 1974     GOOD             USGS
 ET0557
 ET0557                          STATION DESCRIPTION
 ET0557
 ET0557'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0557'6.7 MI NW FROM PAULDEN.
 ET0557'0.5 MI N ALONG US HWY 89 FROM POST OFFICE AT PAULDEN, THENCE 0.7 MI
 ET0557'WEST ALONG COUNTY ROAD TO ROAD FORK, THENCE 3.5 MI WEST ALONG ROAD
 ET0557'PARALLEL TO THE A.T.AND S.F. RY TO CATTLE GUARD, THENCE 1.0 MI NW
 ET0557'ALONG MAIN ROAD TO ROAD FORK, THENCE 1.0 MI W ALONG ROAD TO POINT ON
 ET0557'ROAD AT TWO PROMINENT CEDAR TREES ON SOUTH SIDE OF THE ROAD.  70 FT NE
 ET0557'OF CEDAR TREE, 34 FT N (NORMAL) OF THE CENTER LINE OF THE ROAD AND
 ET0557'ABOUT 2 FT HIGHER THAN THE ROAD.  A STANDARD USC AND GS DISK STAMPED T
 ET0557'255 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 ET0557'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0564 ***********************************************************************
 ET0564  DESIGNATION -  T 256
 ET0564  PID         -  ET0564
 ET0564  STATE/COUNTY-  AZ/YAVAPAI
 ET0564  USGS QUAD   -  INDIAN PEAK (1986)
 ET0564
 ET0564                         *CURRENT SURVEY CONTROL
 ET0564  ___________________________________________________________________
 ET0564* NAD 83(1986)-  34 55 34.     (N)    112 48 17.     (W)     SCALED    
 ET0564* NAVD 88     -      1539.33   (+/-2cm)    5050.3    (feet)  VERTCON   
 ET0564  ___________________________________________________________________
 ET0564  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0564
 ET0564.The horizontal coordinates were scaled from a topographic map and have
 ET0564.an estimated accuracy of +/- 6 seconds.
 ET0564
 ET0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0564.The vertical order pertains to the NGVD 29 superseded value.
 ET0564
 ET0564.The geoid height was determined by GEOID03.
 ET0564
 ET0564;                    North         East    Units  Estimated Accuracy
 ET0564;SPC AZ C     -   435,740.      132,230.      MT  (+/- 180 meters Scaled)
 ET0564
 ET0564                          SUPERSEDED SURVEY CONTROL
 ET0564
 ET0564  NGVD 29 (??/??/92) 1538.403  (m)         5047.24   (f) ADJ UNCH    2 0
 ET0564
 ET0564.Superseded values are not recommended for survey control.
 ET0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0564.See file dsdata.txt to determine how the superseded data were derived.
 ET0564
 ET0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD351663(NAD 83)
 ET0564_MARKER: DB = BENCH MARK DISK
 ET0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0564_STAMPING: T 256 1941
 ET0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0564+STABILITY: SURFACE MOTION
 ET0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0564+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0564
 ET0564  HISTORY     - Date     Condition        Report By
 ET0564  HISTORY     - 1941     MONUMENTED       CGS
 ET0564  HISTORY     - 20080823 GOOD             GEOCAC
 ET0564
 ET0564                          STATION DESCRIPTION
 ET0564
 ET0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0564'2.8 MI E FROM WALNUT CREEK RANGER STA.
 ET0564'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK STATION, 0.3 MILE
 ET0564'EAST OF A ROAD TO A RANCH HOUSE, AT THE WEST END OF A WYE INTERSECTION
 ET0564'OF A ROAD LEADING SOUTH, 275 FEET EAST OF A POLE CORRAL AND A CURVE IN
 ET0564'THE ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET
 ET0564'SOUTHEAST OF A SMALL CEDAR TREE IN A FENCE LINE, 4 FEET SOUTH OF A
 ET0564'6-WIRE FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 ET0564'WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 ET0564'FOOT ABOVE GROUND.
 ET0564
 ET0564                          STATION RECOVERY (2008)
 ET0564
 ET0564'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0246 ***********************************************************************
 DB0246  DESIGNATION -  T 257
 DB0246  PID         -  DB0246
 DB0246  STATE/COUNTY-  AZ/YUMA
 DB0246  USGS QUAD   -  YUMA EAST (1994)
 DB0246
 DB0246                         *CURRENT SURVEY CONTROL
 DB0246  ___________________________________________________________________
 DB0246* NAD 83(1986)-  32 39 40.     (N)    114 35 15.     (W)     SCALED    
 DB0246* NAVD 88     -        66.09   (+/-2cm)     216.8    (feet)  VERTCON   
 DB0246  ___________________________________________________________________
 DB0246  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DB0246  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0246
 DB0246.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0246
 DB0246.The horizontal coordinates were scaled from a topographic map and have
 DB0246.an estimated accuracy of +/- 6 seconds.
 DB0246
 DB0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0246.The vertical order pertains to the NGVD 29 superseded value.
 DB0246
 DB0246.The geoid height was determined by GEOID03.
 DB0246
 DB0246;                    North         East    Units  Estimated Accuracy
 DB0246;SPC AZ W     -   184,490.      134,800.      MT  (+/- 180 meters Scaled)
 DB0246
 DB0246                          SUPERSEDED SURVEY CONTROL
 DB0246
 DB0246  NGVD 29 (??/??/??)   65.430  (m)          214.66   (f) ADJUSTED    1 2
 DB0246
 DB0246.Superseded values are not recommended for survey control.
 DB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0246.See file dsdata.txt to determine how the superseded data were derived.
 DB0246
 DB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS262162(NAD 83)
 DB0246_MARKER: DB = BENCH MARK DISK
 DB0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0246_SP_SET: CONCRETE BASE
 DB0246_STAMPING: T 257 1945
 DB0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0246
 DB0246  HISTORY     - Date     Condition        Report By
 DB0246  HISTORY     - 1945     MONUMENTED       CGS
 DB0246  HISTORY     - 1972     GOOD             NGS
 DB0246  HISTORY     - 19960305 MARK NOT FOUND   CHANCE
 DB0246
 DB0246                          STATION DESCRIPTION
 DB0246
 DB0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0246'AT YUMA.
 DB0246'AT YUMA COUNTY AIRPORT, YUMA COUNTY, AT THE EAST END OF HANGER
 DB0246'226, 8.6 FEET SOUTH OF THE NORTHEAST CORNER, IN THE TOP OF THE
 DB0246'CONCRETE BASE OF THE NORTH DOOR BUMPER, 2.6 FEET WEST OF THE
 DB0246'EAST END, AND ABOUT 3 FEET HIGHER THAN THE GROUND.  A STANDARD
 DB0246'DISK, STAMPED T 257 1945.  NOTE-- STAMPING HAS BEEN OBLITERATED
 DB0246'AND STAMPED OVER WITH 214.57.
 DB0246
 DB0246                          STATION RECOVERY (1972)
 DB0246
 DB0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0246'RECOVERED IN GOOD CONDITION.
 DB0246
 DB0246                          STATION RECOVERY (1996)
 DB0246
 DB0246'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DB0246'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DB0246'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0506 ***********************************************************************
 DV0506  DESIGNATION -  T 258
 DV0506  PID         -  DV0506
 DV0506  STATE/COUNTY-  AZ/MARICOPA
 DV0506  USGS QUAD   -  EL MIRAGE (1982)
 DV0506
 DV0506                         *CURRENT SURVEY CONTROL
 DV0506  ___________________________________________________________________
 DV0506* NAD 83(1986)-  33 30 02.     (N)    112 21 30.     (W)     SCALED    
 DV0506* NAVD 88     -       319.60   (+/-2cm)    1048.6    (feet)  VERTCON   
 DV0506  ___________________________________________________________________
 DV0506  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0506
 DV0506.The horizontal coordinates were scaled from a topographic map and have
 DV0506.an estimated accuracy of +/- 6 seconds.
 DV0506
 DV0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0506.The vertical order pertains to the NGVD 29 superseded value.
 DV0506
 DV0506.The geoid height was determined by GEOID03.
 DV0506
 DV0506;                    North         East    Units  Estimated Accuracy
 DV0506;SPC AZ C     -   277,350.      172,320.      MT  (+/- 180 meters Scaled)
 DV0506
 DV0506                          SUPERSEDED SURVEY CONTROL
 DV0506
 DV0506  NGVD 29 (??/??/92)  319.035  (m)         1046.70   (f) ADJ UNCH    2 0
 DV0506
 DV0506.Superseded values are not recommended for survey control.
 DV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0506.See file dsdata.txt to determine how the superseded data were derived.
 DV0506
 DV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738076(NAD 83)
 DV0506_MARKER: DB = BENCH MARK DISK
 DV0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0506_STAMPING: T 258 1945
 DV0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0506+STABILITY: SURFACE MOTION
 DV0506
 DV0506  HISTORY     - Date     Condition        Report By
 DV0506  HISTORY     - 1945     MONUMENTED       CGS
 DV0506  HISTORY     - 20060816 GOOD             GEOCAC
 DV0506
 DV0506                          STATION DESCRIPTION
 DV0506
 DV0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0506'IN LITCHFIELD PARK.
 DV0506'AT LITCHFIELD PARK, MARICOPA COUNTY, 0.5 MILE NORTH ALONG A COUNTY
 DV0506'ROAD FROM THE POST OFFICE, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 DV0506'WEST, 4.3 FEET SOUTH OF THE SOUTH CURB OF THE PRIVATE ROAD, 4.6 FEET
 DV0506'WEST OF THE WEST CURB OF THE MAIN ROAD, AND 1.3 FEET NORTH OF A WHITE
 DV0506'WOODEN WITNESS POST.  AN IRON BENCH MARK DISK, STAMPED T 258 1945 AND
 DV0506'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0506
 DV0506                          STATION RECOVERY (2006)
 DV0506
 DV0506'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0460 ***********************************************************************
 CZ0460  DESIGNATION -  T 259
 CZ0460  PID         -  CZ0460
 CZ0460  STATE/COUNTY-  AZ/PINAL
 CZ0460  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0460
 CZ0460                         *CURRENT SURVEY CONTROL
 CZ0460  ___________________________________________________________________
 CZ0460* NAD 83(1986)-  32 56 38.     (N)    111 25 19.     (W)     SCALED    
 CZ0460* NAVD 88     -       478.05   (+/-2cm)    1568.4    (feet)  VERTCON   
 CZ0460  ___________________________________________________________________
 CZ0460  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0460
 CZ0460.The horizontal coordinates were scaled from a topographic map and have
 CZ0460.an estimated accuracy of +/- 6 seconds.
 CZ0460
 CZ0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0460.The vertical order pertains to the NGVD 29 superseded value.
 CZ0460
 CZ0460.The geoid height was determined by GEOID03.
 CZ0460
 CZ0460;                    North         East    Units  Estimated Accuracy
 CZ0460;SPC AZ C     -   215,640.      259,620.      MT  (+/- 180 meters Scaled)
 CZ0460
 CZ0460                          SUPERSEDED SURVEY CONTROL
 CZ0460
 CZ0460  NGVD 29 (??/??/92)  477.582  (m)         1566.87   (f) ADJ UNCH    2 0
 CZ0460
 CZ0460.Superseded values are not recommended for survey control.
 CZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0460.See file dsdata.txt to determine how the superseded data were derived.
 CZ0460
 CZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB605451(NAD 83)
 CZ0460_MARKER: DB = BENCH MARK DISK
 CZ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0460_STAMPING: T 259 1945
 CZ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0460+STABILITY: SURFACE MOTION
 CZ0460
 CZ0460  HISTORY     - Date     Condition        Report By
 CZ0460  HISTORY     - 1945     MONUMENTED       CGS
 CZ0460  HISTORY     - 20071110 MARK NOT FOUND   GEOCAC
 CZ0460
 CZ0460                          STATION DESCRIPTION
 CZ0460
 CZ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0460'IN COOLIDGE A A FIELD.
 CZ0460'AT COOLIDGE ARMY AIR FIELD, 75 FEET SOUTH OF THE MAIN GATE, AND 2.2
 CZ0460'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE GUARDHOUSE. A STANDARD
 CZ0460'DISK, STAMPED T 259 1945 AND SET IN THE TOP OF A CONCRETE POST
 CZ0460'PROJECTING 0.4 FOOT ABOVE GROUND.
 CZ0460
 CZ0460                          STATION RECOVERY (2007)
 CZ0460
 CZ0460'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0460'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ0460'MARK.
 CZ0460'THE GUARDHOUSE HAS BEEN REMOVED, AND THE MARK MAY HAVE BEEN DESTROYED
 CZ0460'AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0356 ***********************************************************************
 ET0356  DESIGNATION -  T 26
 ET0356  PID         -  ET0356
 ET0356  STATE/COUNTY-  AZ/YAVAPAI
 ET0356  USGS QUAD   -  KIRKLAND (1969)
 ET0356
 ET0356                         *CURRENT SURVEY CONTROL
 ET0356  ___________________________________________________________________
 ET0356* NAD 83(1986)-  34 27 19.     (N)    112 41 50.     (W)     SCALED    
 ET0356* NAVD 88     -      1254.369  (meters)    4115.38   (feet)  POSTED    
 ET0356  ___________________________________________________________________
 ET0356  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 ET0356  DYNAMIC HT  -        1252.720 (meters)    4109.97  (feet)  COMP
 ET0356  MODELED GRAV-     979,275.8   (mgal)                       NAVD 88
 ET0356
 ET0356  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0356
 ET0356.The horizontal coordinates were scaled from a topographic map and have
 ET0356.an estimated accuracy of +/- 6 seconds.
 ET0356
 ET0356.The orthometric height was determined by differential leveling
 ET0356.and adjusted in November 2005.
 ET0356.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0356.rate of 3.1 thru 4.0 mm/km.
 ET0356
 ET0356.The geoid height was determined by GEOID03.
 ET0356
 ET0356.The dynamic height is computed by dividing the NAVD 88
 ET0356.geopotential number by the normal gravity value computed on the
 ET0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0356.degrees latitude (g = 980.6199 gals.).
 ET0356
 ET0356.The modeled gravity was interpolated from observed gravity values.
 ET0356
 ET0356;                    North         East    Units  Estimated Accuracy
 ET0356;SPC AZ C     -   383,430.      141,640.      MT  (+/- 180 meters Scaled)
 ET0356
 ET0356                          SUPERSEDED SURVEY CONTROL
 ET0356
 ET0356  NGVD 29 (??/??/92) 1253.576  (m)         4112.77   (f) ADJ UNCH    1 2
 ET0356
 ET0356.Superseded values are not recommended for survey control.
 ET0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0356.See file dsdata.txt to determine how the superseded data were derived.
 ET0356
 ET0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD440139(NAD 83)
 ET0356_MARKER: DB = BENCH MARK DISK
 ET0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0356_STAMPING: T 26 1933
 ET0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0356+STABILITY: SURFACE MOTION
 ET0356
 ET0356  HISTORY     - Date     Condition        Report By
 ET0356  HISTORY     - 1933     MONUMENTED       CGS
 ET0356  HISTORY     - 1950     GOOD             NGS
 ET0356
 ET0356                          STATION DESCRIPTION
 ET0356
 ET0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0356'3.3 MI N FROM KIRKLAND.
 ET0356'3.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0356'THE STATION AT KIRKLAND, 3.3 MILES SOUTH OF SKULL VALLEY, 0.25 MILE
 ET0356'MILE SOUTH OF THE C. R. DENNEY RANCHHOUSE, 0.2 MILE SOUTH OF MILEPOLE
 ET0356'83 1/2, 324 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD AT A
 ET0356'POINT WHERE THE ROAD CROSSES THE RAILROAD, 37.7 FEET SOUTHEAST OF THE
 ET0356'SOUTHEAST RAIL, 31.5 FEET EAST OF THE EAST CORNER OF A MOTOR SCOOTER
 ET0356'DERAIL PLATFORM, 1.7 FEET NORTHWEST OF A FENCE, 1.6 FEET SOUTHWEST OF
 ET0356'A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A
 ET0356'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0052 ***********************************************************************
 CZ0052  DESIGNATION -  T 260
 CZ0052  PID         -  CZ0052
 CZ0052  STATE/COUNTY-  AZ/PIMA
 CZ0052  USGS QUAD   -  TUCSON (1992)
 CZ0052
 CZ0052                         *CURRENT SURVEY CONTROL
 CZ0052  ___________________________________________________________________
 CZ0052* NAD 83(1986)-  32 11 09.     (N)    110 54 28.     (W)     SCALED    
 CZ0052* NAVD 88     -       780.188  (meters)    2559.67   (feet)  ADJUSTED  
 CZ0052  ___________________________________________________________________
 CZ0052  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0052  DYNAMIC HT  -         779.102 (meters)    2556.10  (feet)  COMP
 CZ0052  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 CZ0052
 CZ0052  VERT ORDER  -  FIRST     CLASS II
 CZ0052
 CZ0052.The horizontal coordinates were scaled from a topographic map and have
 CZ0052.an estimated accuracy of +/- 6 seconds.
 CZ0052
 CZ0052.The orthometric height was determined by differential leveling
 CZ0052.and adjusted in June 1991.
 CZ0052
 CZ0052.The geoid height was determined by GEOID03.
 CZ0052
 CZ0052.The dynamic height is computed by dividing the NAVD 88
 CZ0052.geopotential number by the normal gravity value computed on the
 CZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0052.degrees latitude (g = 980.6199 gals.).
 CZ0052
 CZ0052.The modeled gravity was interpolated from observed gravity values.
 CZ0052
 CZ0052;                    North         East    Units  Estimated Accuracy
 CZ0052;SPC AZ C     -   131,920.      308,490.      MT  (+/- 180 meters Scaled)
 CZ0052
 CZ0052                          SUPERSEDED SURVEY CONTROL
 CZ0052
 CZ0052  NGVD 29 (??/??/92)  779.529  (m)         2557.50   (f) ADJ UNCH    1 2
 CZ0052
 CZ0052.Superseded values are not recommended for survey control.
 CZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0052.See file dsdata.txt to determine how the superseded data were derived.
 CZ0052
 CZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA086610(NAD 83)
 CZ0052_MARKER: DB = BENCH MARK DISK
 CZ0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0052_SP_SET: CONCRETE BLOCK
 CZ0052_STAMPING: T 260 1945
 CZ0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0052
 CZ0052  HISTORY     - Date     Condition        Report By
 CZ0052  HISTORY     - 1945     MONUMENTED       CGS
 CZ0052  HISTORY     - 1952     GOOD             NGS
 CZ0052  HISTORY     - 1979     GOOD             NGS
 CZ0052
 CZ0052                          STATION DESCRIPTION
 CZ0052
 CZ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0052'4.3 MI SE FROM TUCSON.
 CZ0052'4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0052'STATION AT TUCSON, THENCE 0.1 MILE EAST ALONG AVIATION FIELD ROAD, AT
 CZ0052'THE SOUTHEAST BOUNDARY OF THE DAVIS-MONTHAN AIR FORCE BASE, ABOUT 90
 CZ0052'YARDS WEST OF GATE A (SOUTHEAST GATE), IN TOP OF THE SOUTHWEST ONE OF
 CZ0052'2 4 X 4 FOOT CONCRETE BLOCKS SET FLUSH WITH THE GROUND, ABOUT 13 1/4
 CZ0052'FEET NORTHEAST OF A POINT IN LINE WITH A ROW OF POLES, 113 FEET
 CZ0052'SOUTHWEST (ACROSS THE ROAD) FROM THE BOUNDARY FENCE, 44 FEET SOUTHWEST
 CZ0052'OF THE CENTERLINE AND ABOUT LEVEL WITH THE ROAD, 14.3 FEET EAST OF THE
 CZ0052'1ST TELEGRAPH POLE NORTHWEST OF A POLE WITH 2 TRANSFORMERS, AND 0.9
 CZ0052'FOOT WEST OF THE EAST CORNER OF THE CONCRETE BLOCK.
 CZ0052
 CZ0052                          STATION RECOVERY (1979)
 CZ0052
 CZ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0052'4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0052'STATION AT TUCSON, THENCE 0.1 MILE SOUTHEAST ALONG AN ABANDONED
 CZ0052'ASPHALT ROAD IN THE DAVIS-MONTHAN AIR FORCE BASE, IN TOP OF THE EAST
 CZ0052'CORNER OF THE SOUTHWEST ONE OF TWO 4- BY 4-FOOT CONCRETE BLOCKS SET
 CZ0052'FLUSH WITH THE GROUND, 24 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 CZ0052'ASPHALT AND 24.5 FEET EAST OF POWER LINE POLE 5, WHICH IS THE FOURTH
 CZ0052'POLE SOUTHEAST OF THE NORTHWEST BOUNDARY OF THE AIR FORCE BASE.  THE
 CZ0052'DISK WAS SCRAPED WITH A BLADER AND THE YEAR 1945 WAS RESTAMPED ON THE
 CZ0052'DISK.
 CZ0052'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CZ0052'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0739 ***********************************************************************
 DV0739  DESIGNATION -  T 263
 DV0739  PID         -  DV0739
 DV0739  STATE/COUNTY-  AZ/MARICOPA
 DV0739  USGS QUAD   -  WINTERSBURG (1984)
 DV0739
 DV0739                         *CURRENT SURVEY CONTROL
 DV0739  ___________________________________________________________________
 DV0739* NAD 83(1986)-  33 29 28.     (N)    112 47 55.     (W)     SCALED    
 DV0739* NAVD 88     -       343.011  (meters)    1125.36   (feet)  ADJUSTED  
 DV0739  ___________________________________________________________________
 DV0739  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DV0739  DYNAMIC HT  -         342.613 (meters)    1124.06  (feet)  COMP
 DV0739  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 DV0739
 DV0739  VERT ORDER  -  FIRST     CLASS II
 DV0739
 DV0739.The horizontal coordinates were scaled from a topographic map and have
 DV0739.an estimated accuracy of +/- 6 seconds.
 DV0739
 DV0739.The orthometric height was determined by differential leveling
 DV0739.and adjusted in June 1991.
 DV0739
 DV0739.The geoid height was determined by GEOID03.
 DV0739
 DV0739.The dynamic height is computed by dividing the NAVD 88
 DV0739.geopotential number by the normal gravity value computed on the
 DV0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0739.degrees latitude (g = 980.6199 gals.).
 DV0739
 DV0739.The modeled gravity was interpolated from observed gravity values.
 DV0739
 DV0739;                    North         East    Units  Estimated Accuracy
 DV0739;SPC AZ C     -   276,560.      131,410.      MT  (+/- 180 meters Scaled)
 DV0739
 DV0739                          SUPERSEDED SURVEY CONTROL
 DV0739
 DV0739  NGVD 29 (??/??/92)  342.370  (m)         1123.26   (f) ADJ UNCH    1 2
 DV0739
 DV0739.Superseded values are not recommended for survey control.
 DV0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0739.See file dsdata.txt to determine how the superseded data were derived.
 DV0739
 DV0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC329071(NAD 83)
 DV0739_MARKER: DB = BENCH MARK DISK
 DV0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0739_STAMPING: T 263 1947
 DV0739_PROJECTION: PROJECTING 15 CENTIMETERS
 DV0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0739+STABILITY: SURFACE MOTION
 DV0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0739+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0739
 DV0739  HISTORY     - Date     Condition        Report By
 DV0739  HISTORY     - 1947     MONUMENTED       CGS
 DV0739  HISTORY     - 1967     GOOD             NGS
 DV0739  HISTORY     - 1981     GOOD             NGS
 DV0739  HISTORY     - 20010406 GOOD             MCDOT
 DV0739  HISTORY     - 20080530 GOOD             GEOCAC
 DV0739
 DV0739                          STATION DESCRIPTION
 DV0739
 DV0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0739'8.2 MI E FROM TONOPAH.
 DV0739'8.2 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0739'TONOPAH, IN S 29, T 2 N, R 5 W, NEAR THE BOTTOM OF A DIP IN THE ROAD,
 DV0739'0.5 MILE WEST OF THE JUNCTION OF INDIAN SCHOOL ROAD AND A DIRT ROAD,
 DV0739'44 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A
 DV0739'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 DV0739'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0739
 DV0739                          STATION RECOVERY (1981)
 DV0739
 DV0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0739'11.6 KM (7.2 MI) EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0739'AT TONOPAH, THENCE 1.6 KM (1.0 MI)EAST-SOUTHEAST ALONG THE OLD INDIAN
 DV0739'SCHOOL ROAD, 0.25 KM (0.15 MI) SOUTH OF INDIAN SCHOOL ROAD, AT THE
 DV0739'WEST END OF A DIP IN THE ROAD, 13.4 METERS (44 FT) SOUTH OF THE CENTER
 DV0739'LINE OF THE ROAD.
 DV0739'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DV0739'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV0739
 DV0739                          STATION RECOVERY (2001)
 DV0739
 DV0739'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0739'FROM INTERSECTION OF 355TH AVE + INDIAN SCHOOL RD. GO 1.5 MILES E
 DV0739'THENCE .2 MILE S OF INDIAN SCHOOL RD (ON DIRT RD.) TO BM U263 THENCE
 DV0739'.5 MILES W TO BM T263
 DV0739'USCG BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST + METAL SURVEY
 DV0739'MARKER SIGN
 DV0739' 
 DV0739' 
 DV0739' 
 DV0739' 
 DV0739
 DV0739                          STATION RECOVERY (2008)
 DV0739
 DV0739'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0739'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0739'THE DESCRIPTION - THE 4X4 WOODEN WITNESS POST WAS NOT FOUND. HANDHELD
 DV0739'COORDINATES
 DV0739'33 29 29.1 (N)   112 47 53.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0711 ***********************************************************************
 DV0711  DESIGNATION -  T 264
 DV0711  PID         -  DV0711
 DV0711  STATE/COUNTY-  AZ/MARICOPA
 DV0711  USGS QUAD   -  VALENCIA (1982)
 DV0711
 DV0711                         *CURRENT SURVEY CONTROL
 DV0711  ___________________________________________________________________
 DV0711* NAD 83(1992)-  33 25 13.69137(N)    112 32 20.57938(W)     ADJUSTED  
 DV0711* NAVD 88     -       306.25   (+/-2cm)    1004.8    (feet)  VERTCON   
 DV0711  ___________________________________________________________________
 DV0711  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DV0711  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DV0711  HORZ ORDER  -  SECOND
 DV0711  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0711
 DV0711.The horizontal coordinates were established by classical geodetic methods
 DV0711.and adjusted by the National Geodetic Survey in August 1993.
 DV0711
 DV0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0711.The vertical order pertains to the NGVD 29 superseded value.
 DV0711
 DV0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0711
 DV0711.The geoid height was determined by GEOID03.
 DV0711
 DV0711;                    North         East     Units Scale Factor Converg.
 DV0711;SPC AZ C     -   268,553.585   155,479.081   MT  0.99994129   -0 20 34.1
 DV0711;SPC AZ C     -   881,081.32    510,101.97   iFT  0.99994129   -0 20 34.1
 DV0711;UTM  12      - 3,698,960.507   356,907.369   MT  0.99985244   -0 50 52.2
 DV0711
 DV0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0711!SPC AZ C     -   0.99995670  x   0.99994129  =   0.99989800
 DV0711!UTM  12      -   0.99995670  x   0.99985244  =   0.99980915
 DV0711
 DV0711                          SUPERSEDED SURVEY CONTROL
 DV0711
 DV0711  NAD 83(1986)-  33 25 13.68537(N)    112 32 20.58411(W) AD(       ) 2
 DV0711  NAD 27      -  33 25 13.53680(N)    112 32 17.98890(W) AD(       ) 2
 DV0711  NGVD 29 (??/??/92)  305.61   (m)         1002.7    (f) COMPUTED    1 2
 DV0711
 DV0711.Superseded values are not recommended for survey control.
 DV0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0711.See file dsdata.txt to determine how the superseded data were derived.
 DV0711
 DV0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5690798961(NAD 83)
 DV0711_MARKER: DB = BENCH MARK DISK
 DV0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0711_STAMPING: T 264 1947
 DV0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0711+STABILITY: SURFACE MOTION
 DV0711
 DV0711  HISTORY     - Date     Condition        Report By
 DV0711  HISTORY     - 1962     MONUMENTED       CGS
 DV0711  HISTORY     - 1962     GOOD             NGS
 DV0711  HISTORY     - 1967     GOOD             NGS
 DV0711  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0711
 DV0711                          STATION DESCRIPTION
 DV0711
 DV0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0711'TO REACH FROM THE AVONDALE CITY HALL IN AVONDALE, GO WEST ON
 DV0711'WESTERN AVENUE FOR 0.9 MILE TO S. LITCHFIELD ROAD AT STOPLIGHT,
 DV0711'CONTINUE WEST ON YUMA ROAD FOR 6.5 MILES TO PERRYVILLE ROAD
 DV0711'AT PERRYVILLE, CONTINUE WEST ON YUMA ROAD FOR 1.0 MILE TO END
 DV0711'OF BLACK TOP ROAD, CONTINUE WEST ON MAIN GRAVEL ROAD FOR 1.6
 DV0711'MILE TO AIRPORT ROAD, CONTINUE STRAIGHT AHEAD WEST FOLLOWING
 DV0711'MAIN GRAVEL ROAD FOR 2.1 MILES TO A TRACK ROAD LEFT AND POWER
 DV0711'POLE NO. 158-1 ON RIGHT, TURN LEFT AND GO SOUTH 0.5 MILE TO
 DV0711'SIDE ROAD LEFT AT A DOUBLE POWER POLES WITH THREE
 DV0711'TRANSFORMERS, CONTINUE
 DV0711'SOUTH ON TRACK ROAD FOR 0.5 MILE TO FORK, KEEP RIGHT AT
 DV0711'FORK AND GO SOUTH 0.05 MILE TO TRANSMISSION LINE,
 DV0711'CONTINUE SOUTH 200 FEET TO STATION ROAM.
 DV0711'
 DV0711'A GEODETIC LEVEL MARK STAMPED T 264 1947
 DV0711'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV0711'3 INCHES ABOVE THE GROUND.  THE MARK IS 25 FEET SOUTH OF
 DV0711'CENTER OF TRANSMISSION LINE ROAD, 16 FEET EAST OF CENTER OF
 DV0711'BLADED ROAD AND 3.2 FEET SOUTHWEST OF THE WITNESS POST.
 DV0711
 DV0711                          STATION RECOVERY (1962)
 DV0711
 DV0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0711'8.0 MI NE FROM BUCKEYE.
 DV0711'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0711'BUCKEYE, THENCE 3.8 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD,
 DV0711'THENCE 2.9 MILES EAST ALONG THE TONOPH-PERRYVILLE ROAD, THENCE 1.0
 DV0711'MILE SOUTH ALONG A DIRT ROAD, 0.1 MILE NORTH OF THE ROOSEVELT
 DV0711'IRRIGATION CANAL, AT A POINT WHERE A HIGH TENSION POWER LINE CROSSES
 DV0711'OVER THE ROAD AND DIRECTLY BELOW THE CENTER WIRE OF FIVE WIRES, 24.8
 DV0711'FEET SOUTH OF THE CENTER LINE OF A DIM ROAD WHICH FOLLOWS THE POWER
 DV0711'LINE, 16.6 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 3.2
 DV0711'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DV0711'ROADS, SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0711
 DV0711                          STATION RECOVERY (1967)
 DV0711
 DV0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0711'RECOVERED IN GOOD CONDITION.
 DV0711
 DV0711                          STATION RECOVERY (1981)
 DV0711
 DV0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0711'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0065 ***********************************************************************
 DV0065  DESIGNATION -  T 266
 DV0065  PID         -  DV0065
 DV0065  STATE/COUNTY-  AZ/MARICOPA
 DV0065  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0065
 DV0065                         *CURRENT SURVEY CONTROL
 DV0065  ___________________________________________________________________
 DV0065* NAD 83(1986)-  33 40 01.     (N)    112 14 15.     (W)     SCALED    
 DV0065* NAVD 88     -       383.07   (+/-2cm)    1256.8    (feet)  VERTCON   
 DV0065  ___________________________________________________________________
 DV0065  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0065  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0065
 DV0065.The horizontal coordinates were scaled from a topographic map and have
 DV0065.an estimated accuracy of +/- 6 seconds.
 DV0065
 DV0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0065.The vertical order pertains to the NGVD 29 superseded value.
 DV0065
 DV0065.The geoid height was determined by GEOID03.
 DV0065
 DV0065;                    North         East    Units  Estimated Accuracy
 DV0065;SPC AZ C     -   295,760.      183,610.      MT  (+/- 180 meters Scaled)
 DV0065
 DV0065                          SUPERSEDED SURVEY CONTROL
 DV0065
 DV0065  NGVD 29 (??/??/92)  382.50   (m)         1254.9    (f) COMPUTED    1 2
 DV0065
 DV0065.Superseded values are not recommended for survey control.
 DV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0065.See file dsdata.txt to determine how the superseded data were derived.
 DV0065
 DV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852259(NAD 83)
 DV0065_MARKER: DB = BENCH MARK DISK
 DV0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0065_STAMPING: T 266 1948
 DV0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0065+STABILITY: SURFACE MOTION
 DV0065
 DV0065  HISTORY     - Date     Condition        Report By
 DV0065  HISTORY     - 1948     MONUMENTED       CGS
 DV0065  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0065  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0065
 DV0065                          STATION DESCRIPTION
 DV0065
 DV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0065'12.1 MI NW FROM GLENDALE.
 DV0065'ABOUT 9.1 MILES NORTH ALONG LATERAL 18 FROM THE ATCHISON, TOPEKA AND
 DV0065'SANTA FE RAILROAD STATION AT GLENDALE, THENCE 3.0 MILES WEST ALONG A
 DV0065'DIRT ROAD, AT A ROAD CROSSING, 70.9 FEET NORTH OF THE CENTER LINE OF
 DV0065'THE EAST-WEST ROAD, 61.7 FEET EAST OF THE CENTER LINE OF THE
 DV0065'NORTH-SOUTH ROAD, 1.2 FEET NORTH OF A WIRE FENCE, 2.2 FEET EAST OF A
 DV0065'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS, SET IN THE TOP
 DV0065'OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0065
 DV0065                          STATION RECOVERY (1967)
 DV0065
 DV0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0065'MARK NOT FOUND.
 DV0065
 DV0065                          STATION RECOVERY (2007)
 DV0065
 DV0065'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0065'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0065'MARK. THE ROADS HAVE BEEN WIDENED AND THE AREA IS NOW A HOUSING
 DV0065'DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0293 ***********************************************************************
 DV0293  DESIGNATION -  T 267
 DV0293  PID         -  DV0293
 DV0293  STATE/COUNTY-  AZ/MARICOPA
 DV0293  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0293
 DV0293                         *CURRENT SURVEY CONTROL
 DV0293  ___________________________________________________________________
 DV0293* NAD 83(1986)-  33 30 36.     (N)    112 00 48.     (W)     SCALED    
 DV0293* NAVD 88     -       369.57   (+/-2cm)    1212.5    (feet)  VERTCON   
 DV0293  ___________________________________________________________________
 DV0293  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0293
 DV0293.The horizontal coordinates were scaled from a topographic map and have
 DV0293.an estimated accuracy of +/- 6 seconds.
 DV0293
 DV0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0293.The vertical order pertains to the NGVD 29 superseded value.
 DV0293
 DV0293.The geoid height was determined by GEOID03.
 DV0293
 DV0293;                    North         East    Units  Estimated Accuracy
 DV0293;SPC AZ C     -   278,310.      204,380.      MT  (+/- 180 meters Scaled)
 DV0293
 DV0293                          SUPERSEDED SURVEY CONTROL
 DV0293
 DV0293  NGVD 29 (??/??/92)  368.968  (m)         1210.52   (f) ADJ UNCH    2 0
 DV0293
 DV0293.Superseded values are not recommended for survey control.
 DV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0293.See file dsdata.txt to determine how the superseded data were derived.
 DV0293
 DV0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058082(NAD 83)
 DV0293_MARKER: DB = BENCH MARK DISK
 DV0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0293_SP_SET: IRRIGATION CANAL
 DV0293_STAMPING: T 267 1948
 DV0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0293
 DV0293  HISTORY     - Date     Condition        Report By
 DV0293  HISTORY     - 1948     MONUMENTED       CGS
 DV0293  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV0293  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 DV0293  HISTORY     - 20070711 MARK NOT FOUND   GEOCAC
 DV0293
 DV0293                          STATION DESCRIPTION
 DV0293
 DV0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0293'8.8 MI NE FROM PHOENIX.
 DV0293'ABOUT 4.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0293'UNION STATION AT PHOENIX, THENCE 4.5 MILES NORTH ALONG THIRTY-SECOND
 DV0293'STREET, AT THE INTERSECTION OF THIRTY-SECOND STREET AND THE CAMELBACK
 DV0293'ROAD, 30.3 FEET WEST OF THE CENTER LINE OF THIRTY-SECOND STREET, 28.5
 DV0293'FEET SOUTH OF THE CENTER LINE OF THE CAMELBACK ROAD, SET ON TOP AND AT
 DV0293'THE NORTH END OF A CONCRETE HEADWALL OF AN IRRIGATION CANAL, 0.4 FOOT
 DV0293'WEST OF THE EAST EDGE OF THE HEADWALL AND ABOUT LEVEL WITH THE STREET.
 DV0293
 DV0293                          STATION RECOVERY (1963)
 DV0293
 DV0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV0293'MARK NOT FOUND.
 DV0293
 DV0293                          STATION RECOVERY (1995)
 DV0293
 DV0293'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0293'MARK NOT FOUND.
 DV0293
 DV0293                          STATION RECOVERY (2007)
 DV0293
 DV0293'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0293'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0293'MARK. THE ROADS HAVE BEEN WIDENED, AND THE DESCRIBED LOCATION IS
 DV0293'INSIDE THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1084 ***********************************************************************
 DU1084  DESIGNATION -  T 268
 DU1084  PID         -  DU1084
 DU1084  STATE/COUNTY-  AZ/MARICOPA
 DU1084  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1084
 DU1084                         *CURRENT SURVEY CONTROL
 DU1084  ___________________________________________________________________
 DU1084* NAD 83(1986)-  33 30 43.     (N)    111 50 22.     (W)     SCALED    
 DU1084* NAVD 88     -       393.041  (meters)    1289.50   (feet)  READJUSTED
 DU1084  ___________________________________________________________________
 DU1084  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1084  DYNAMIC HT  -         392.570 (meters)    1287.96  (feet)  COMP
 DU1084  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 DU1084
 DU1084  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1084
 DU1084.The horizontal coordinates were scaled from a topographic map and have
 DU1084.an estimated accuracy of +/- 6 seconds.
 DU1084
 DU1084.The orthometric height was determined by differential leveling
 DU1084.and adjusted in July 2002.
 DU1084.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1084.distribution rate of 0.0 thru 1.0 mm/km.
 DU1084.The height was derived from older observations constrained to new
 DU1084.heights in a crustal motion area.  The height is approximate in
 DU1084.relation to other heights in its vicinity.
 DU1084
 DU1084.The geoid height was determined by GEOID03.
 DU1084
 DU1084.The dynamic height is computed by dividing the NAVD 88
 DU1084.geopotential number by the normal gravity value computed on the
 DU1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1084.degrees latitude (g = 980.6199 gals.).
 DU1084
 DU1084.The modeled gravity was interpolated from observed gravity values.
 DU1084
 DU1084;                    North         East    Units  Estimated Accuracy
 DU1084;SPC AZ C     -   278,530.      220,530.      MT  (+/- 180 meters Scaled)
 DU1084
 DU1084                          SUPERSEDED SURVEY CONTROL
 DU1084
 DU1084  NAVD 88 (04/19/99)  393.023  (m)         1289.44   (f) UNKNOWN     1 2
 DU1084  NAVD 88 (06/15/91)  393.041  (m)         1289.50   (f) UNKNOWN     1 2
 DU1084  NGVD 29 (??/??/92)  392.485  (m)         1287.68   (f) ADJ UNCH    1 2
 DU1084
 DU1084.Superseded values are not recommended for survey control.
 DU1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1084.See file dsdata.txt to determine how the superseded data were derived.
 DU1084
 DU1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC220083(NAD 83)
 DU1084_MARKER: DB = BENCH MARK DISK
 DU1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1084_STAMPING: T 268 1948
 DU1084_PROJECTION: PROJECTING 20 CENTIMETERS
 DU1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1084+STABILITY: SURFACE MOTION
 DU1084
 DU1084  HISTORY     - Date     Condition        Report By
 DU1084  HISTORY     - 1948     MONUMENTED       CGS
 DU1084  HISTORY     - 1967     GOOD             NGS
 DU1084  HISTORY     - 1981     GOOD             NGS
 DU1084  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1084  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1084  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU1084
 DU1084                          STATION DESCRIPTION
 DU1084
 DU1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1084'8.7 MI NE FROM SCOTTSDALE.
 DU1084'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1084'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 5.6
 DU1084'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1084'ARIZONA CANAL, ON THE LINE BETWEEN SECTION 15 AND 16, T 2 N, R 5 E, 65
 DU1084'FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, ON THE EXTENDED
 DU1084'CENTER LINE OF COUNTRY CLUB DRIVE, 77 FEET NORTHEAST OF A CONCRETE
 DU1084'RETAINING WALL ON THE NORTHEAST SIDE OF A SMALL CANAL, 1.0 FOOT EAST
 DU1084'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE DIRT
 DU1084'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 DU1084
 DU1084                          STATION RECOVERY (1981)
 DU1084
 DU1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1084'7.5 KILOMETERS (4.65 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1084'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, CONCRETE POST IS ABOUT
 DU1084'91.0 METERS (300.0 FEET) NORTHEAST OF A LARGE WATER TANK AND ON THE
 DU1084'EXTENDED CENTERLINE OF COUNTRY CLUB DRIVE, 19.1 METERS (65.0 FEET)
 DU1084'SOUTHWEST OF THE CENTERLINE OF THE SOUTH CANAL ROAD AND 23.5 METERS
 DU1084'(77.0 FEET) NORTHEAST OF THE NORTHEAST CONCRETE RETAINING WALL FOR A
 DU1084'SMALL CANAL PARALLELING THE ARIZONA CANAL.
 DU1084'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DU1084'THE MARK IS 1.2 M BELOW CANAL ROAD.
 DU1084
 DU1084                          STATION RECOVERY (1998)
 DU1084
 DU1084'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1084'MARK NOT FOUND.
 DU1084
 DU1084                          STATION RECOVERY (1999)
 DU1084
 DU1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1084'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1084
 DU1084                          STATION RECOVERY (2007)
 DU1084
 DU1084'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1084'THE REMAINS OF WHAT APPEARED TO BE THE CONCRETE MONUMENT WERE FOUND AT
 DU1084'THE DESCRIBED LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0462 ***********************************************************************
 DU0462  DESIGNATION -  T 269
 DU0462  PID         -  DU0462
 DU0462  STATE/COUNTY-  AZ/PINAL
 DU0462  USGS QUAD   -  GOLDFIELD (1981)
 DU0462
 DU0462                         *CURRENT SURVEY CONTROL
 DU0462  ___________________________________________________________________
 DU0462* NAD 83(1986)-  33 27 19.     (N)    111 29 28.     (W)     SCALED    
 DU0462* NAVD 88     -       610.01   (+/-2cm)    2001.3    (feet)  VERTCON   
 DU0462  ___________________________________________________________________
 DU0462  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DU0462  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0462
 DU0462.The horizontal coordinates were scaled from a topographic map and have
 DU0462.an estimated accuracy of +/- 6 seconds.
 DU0462
 DU0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0462.The vertical order pertains to the NGVD 29 superseded value.
 DU0462
 DU0462.The geoid height was determined by GEOID03.
 DU0462
 DU0462;                    North         East    Units  Estimated Accuracy
 DU0462;SPC AZ C     -   272,320.      252,920.      MT  (+/- 180 meters Scaled)
 DU0462
 DU0462                          SUPERSEDED SURVEY CONTROL
 DU0462
 DU0462  NGVD 29 (??/??/92)  609.393  (m)         1999.32   (f) ADJ UNCH    1 2
 DU0462
 DU0462.Superseded values are not recommended for survey control.
 DU0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0462.See file dsdata.txt to determine how the superseded data were derived.
 DU0462
 DU0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC543018(NAD 83)
 DU0462_MARKER: DB = BENCH MARK DISK
 DU0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0462_SP_SET: WASH
 DU0462_STAMPING: T 269 1948
 DU0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0462
 DU0462  HISTORY     - Date     Condition        Report By
 DU0462  HISTORY     - 1948     MONUMENTED       CGS
 DU0462  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0462
 DU0462                          STATION DESCRIPTION
 DU0462
 DU0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0462'4.3 MI NE FROM APACHE JUNCTION.
 DU0462'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0462'JUNCTION, AT A WASH, AT A CURVE IN THE HIGHWAY, 19.5 FEET NORTHWEST OF
 DU0462'THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE SOUTHWEST END OF
 DU0462'A 10-FEET LONG CONCRETE HEADWALL, 0.6 FOOT NORTHEAST OF THE SOUTHWEST
 DU0462'END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 DU0462
 DU0462                          STATION RECOVERY (1980)
 DU0462
 DU0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0462'SEARCHED FOR BUT NOT RECOVERED. NOTE-HIGHWAY WIDENED , MARK PRESUMED
 DU0462'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0399 ***********************************************************************
 DU0399  DESIGNATION -  T 270
 DU0399  PID         -  DU0399
 DU0399  STATE/COUNTY-  AZ/MARICOPA
 DU0399  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0399
 DU0399                         *CURRENT SURVEY CONTROL
 DU0399  ___________________________________________________________________
 DU0399* NAD 83(1986)-  33 39 03.     (N)    111 11 12.     (W)     SCALED    
 DU0399* NAVD 88     -       623.214  (meters)    2044.66   (feet)  ADJUSTED  
 DU0399  ___________________________________________________________________
 DU0399  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DU0399  DYNAMIC HT  -         622.421 (meters)    2042.06  (feet)  COMP
 DU0399  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 DU0399
 DU0399  VERT ORDER  -  FIRST     CLASS II
 DU0399
 DU0399.The horizontal coordinates were scaled from a topographic map and have
 DU0399.an estimated accuracy of +/- 6 seconds.
 DU0399
 DU0399.The orthometric height was determined by differential leveling
 DU0399.and adjusted in June 1991.
 DU0399
 DU0399.The geoid height was determined by GEOID03.
 DU0399
 DU0399.The dynamic height is computed by dividing the NAVD 88
 DU0399.geopotential number by the normal gravity value computed on the
 DU0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0399.degrees latitude (g = 980.6199 gals.).
 DU0399
 DU0399.The modeled gravity was interpolated from observed gravity values.
 DU0399
 DU0399;                    North         East    Units  Estimated Accuracy
 DU0399;SPC AZ C     -   294,170.      281,070.      MT  (+/- 180 meters Scaled)
 DU0399
 DU0399                          SUPERSEDED SURVEY CONTROL
 DU0399
 DU0399  NGVD 29 (??/??/92)  622.615  (m)         2042.70   (f) ADJ UNCH    1 2
 DU0399
 DU0399.Superseded values are not recommended for survey control.
 DU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0399.See file dsdata.txt to determine how the superseded data were derived.
 DU0399
 DU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC826234(NAD 83)
 DU0399_MARKER: DB = BENCH MARK DISK
 DU0399_SETTING: 66 = SET IN ROCK OUTCROP
 DU0399_SP_SET: ROCK OUTCROP
 DU0399_STAMPING: T 270 1948
 DU0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0399+STABILITY: POSITION/ELEVATION WELL
 DU0399
 DU0399  HISTORY     - Date     Condition        Report By
 DU0399  HISTORY     - 1948     MONUMENTED       CGS
 DU0399  HISTORY     - 1980     GOOD             NGS
 DU0399  HISTORY     - 20080716 GOOD             GEOCAC
 DU0399
 DU0399                          STATION DESCRIPTION
 DU0399
 DU0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0399'5.3 MI SW FROM ROOSEVELT.
 DU0399'5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.4 MILE
 DU0399'SOUTH OF MILE POST 239, 38.5 FEET SOUTH OF THE CENTER LINE OF THE
 DU0399'HIGHWAY, 27.3 FEET SOUTHEAST OF THE STEEL TELEPHONE POLE, ABOUT 2.0
 DU0399'FEET ABOVE THE LEVEL OF THE GROUND, SET ON THE NORTH SIDE OF A DEEP
 DU0399'RAVINE LEADING WEST, ON THE NORTH SIDE OF A LARGE ROCK OUTCROP AND
 DU0399'ABOUT 7.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0399
 DU0399                          STATION RECOVERY (1980)
 DU0399
 DU0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0399'4.8 KM (3.0 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE SOUTHWEST
 DU0399'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVLET, 0.7 KM (0.45 MI)
 DU0399'SOUTHWEST OF HIGHWAY MILEPOST 239, 0.1 KM (0.05 MI) NORTH OF A
 DU0399'HAIRPIN HIGHWAY CURVE AND A DRY WASH, IN TOP OF THE EAST EDGE
 DU0399'OF A ROCK OUTCROP, 11.6 METERS (38.0 FT) WEST OF THE CENTERLINE OF
 DU0399'THE HIGHWAY, 18.3 METERS (60.0 FT) NORTHWEST OF THE SOUTH END OF THE
 DU0399'OUTCROP, 1.0 METER (3.3 FT) BELOW THE TOP OF THE OUTCROP.
 DU0399'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
 DU0399
 DU0399                          STATION RECOVERY (2008)
 DU0399
 DU0399'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0399'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 DU0399'33 39.059 W 111
 DU0399'11.205.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0389 ***********************************************************************
 DV0389  DESIGNATION -  T 271
 DV0389  PID         -  DV0389
 DV0389  STATE/COUNTY-  AZ/MARICOPA
 DV0389  USGS QUAD   -  LAVEEN (1973)
 DV0389
 DV0389                         *CURRENT SURVEY CONTROL
 DV0389  ___________________________________________________________________
 DV0389* NAD 83(1986)-  33 18 43.     (N)    112 10 09.     (W)     SCALED    
 DV0389* NAVD 88     -       326.713  (meters)    1071.89   (feet)  ADJUSTED  
 DV0389  ___________________________________________________________________
 DV0389  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0389  DYNAMIC HT  -         326.340 (meters)    1070.67  (feet)  COMP
 DV0389  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 DV0389
 DV0389  VERT ORDER  -  FIRST     CLASS II
 DV0389
 DV0389.The horizontal coordinates were scaled from a topographic map and have
 DV0389.an estimated accuracy of +/- 6 seconds.
 DV0389
 DV0389.The orthometric height was determined by differential leveling
 DV0389.and adjusted in August 1994.
 DV0389
 DV0389.The geoid height was determined by GEOID03.
 DV0389
 DV0389.The dynamic height is computed by dividing the NAVD 88
 DV0389.geopotential number by the normal gravity value computed on the
 DV0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0389.degrees latitude (g = 980.6199 gals.).
 DV0389
 DV0389.The modeled gravity was interpolated from observed gravity values.
 DV0389
 DV0389;                    North         East    Units  Estimated Accuracy
 DV0389;SPC AZ C     -   256,370.      189,850.      MT  (+/- 180 meters Scaled)
 DV0389
 DV0389                          SUPERSEDED SURVEY CONTROL
 DV0389
 DV0389  NGVD 29 (??/??/92)  326.132  (m)         1069.98   (f) ADJ UNCH    1 2
 DV0389
 DV0389.Superseded values are not recommended for survey control.
 DV0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0389.See file dsdata.txt to determine how the superseded data were derived.
 DV0389
 DV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911864(NAD 83)
 DV0389_MARKER: DB = BENCH MARK DISK
 DV0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0389_SP_SET: CONCRETE POST
 DV0389_STAMPING: T 271 1948
 DV0389_MARK LOGO: CGS   
 DV0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0389+STABILITY: SURFACE MOTION
 DV0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0389+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 DV0389
 DV0389  HISTORY     - Date     Condition        Report By
 DV0389  HISTORY     - 1948     MONUMENTED       CGS
 DV0389  HISTORY     - 1963     GOOD             DOD
 DV0389  HISTORY     - 19940325 GOOD             NGS
 DV0389
 DV0389                          STATION DESCRIPTION
 DV0389
 DV0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0389'2.5 MI N FROM KOMATKE.
 DV0389'2.5 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, 104 FEET SOUTHWEST OF A
 DV0389'TWIN PIPE CULVERT, 60.3 FEET WEST OF THE CENTER LINE OF LATERAL 17,
 DV0389'2.6 FEET SOUTH OF A POWER LINE POLE, 1.5 FEET BELOW THE LEVEL OF THE
 DV0389'ROAD, 2.8 FEET NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF
 DV0389'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0389
 DV0389                          STATION RECOVERY (1963)
 DV0389
 DV0389'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1963
 DV0389'RECOVERED IN GOOD CONDITION.
 DV0389
 DV0389                          STATION RECOVERY (1994)
 DV0389
 DV0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0389'5.6 KM (3.45 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0389'LAVEEN, 32.6 M (107.0 FT) SOUTHWEST THE WEST END OF 2 CULVERTS UNDER
 DV0389'THE AVENUE, 18.6 M (61.0 FT) WEST OF THE AVENUE CENTERLINE, 17.8 M
 DV0389'(58.4 FT) NORTH OF A T-JUNCTION UTILITY POLE WITH 1 GUY CABLE, 8.8 M
 DV0389'(28.9 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) BELOW
 DV0389'THE LEVEL OF THE AVENUE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND
 DV0389'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0418 ***********************************************************************
 DV0418  DESIGNATION -  T 272
 DV0418  PID         -  DV0418
 DV0418  STATE/COUNTY-  AZ/MARICOPA
 DV0418  USGS QUAD   -  LONE BUTTE (1973)
 DV0418
 DV0418                         *CURRENT SURVEY CONTROL
 DV0418  ___________________________________________________________________
 DV0418* NAD 83(1986)-  33 20 51.     (N)    112 05 02.     (W)     SCALED    
 DV0418* NAVD 88     -       430.38   (+/-2cm)    1412.0    (feet)  VERTCON   
 DV0418  ___________________________________________________________________
 DV0418  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0418
 DV0418.The horizontal coordinates were scaled from a topographic map and have
 DV0418.an estimated accuracy of +/- 6 seconds.
 DV0418
 DV0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0418.The vertical order pertains to the NGVD 29 superseded value.
 DV0418
 DV0418.The geoid height was determined by GEOID03.
 DV0418
 DV0418;                    North         East    Units  Estimated Accuracy
 DV0418;SPC AZ C     -   260,300.      197,800.      MT  (+/- 180 meters Scaled)
 DV0418
 DV0418                          SUPERSEDED SURVEY CONTROL
 DV0418
 DV0418  NGVD 29 (??/??/92)  429.732  (m)         1409.88   (f) ADJ UNCH    2 0
 DV0418
 DV0418.Superseded values are not recommended for survey control.
 DV0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0418.See file dsdata.txt to determine how the superseded data were derived.
 DV0418
 DV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB991903(NAD 83)
 DV0418_MARKER: DB = BENCH MARK DISK
 DV0418_SETTING: 80 = SET IN A BOULDER
 DV0418_SP_SET: BOULDER
 DV0418_STAMPING: T 272 1948
 DV0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0418+STABILITY: SURFACE MOTION
 DV0418
 DV0418  HISTORY     - Date     Condition        Report By
 DV0418  HISTORY     - 1948     MONUMENTED       CGS
 DV0418  HISTORY     - 1959     MARK NOT FOUND   DOD
 DV0418  HISTORY     - 20070515 POOR             GEOCAC
 DV0418  HISTORY     - 20081210 GOOD             GEOCAC
 DV0418
 DV0418                          STATION DESCRIPTION
 DV0418
 DV0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0418'7.4 MI S FROM PHOENIX.
 DV0418'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0418'PHOENIX THENCE 1.6 MILES SOUTHWEST ALONG THE MAIN ROAD THROUGH SOUTH
 DV0418'MT. PARK, 39.6 FEET NORTHEAST OF A CONCRETE APRON IN THE STREAM BED,
 DV0418'30.8 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET ABOVE THE
 DV0418'LEVEL OF THE ROAD SET IN THE TOP OF A GRANITE BOULDER ABOUT 3.0 FEET
 DV0418'ABOVE THE LEVEL OF THE GROUND.
 DV0418
 DV0418                          STATION RECOVERY (1959)
 DV0418
 DV0418'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DV0418'MARK NOT FOUND.
 DV0418
 DV0418                          STATION RECOVERY (2007)
 DV0418
 DV0418'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0418'RECOVERED AS DESCRIBED, BUT THE MARK HAS RECEIVED A SERIOUS GOUGE THAT
 DV0418'HAS OBLITERATED THE DESIGNATION STAMPING. THE MARK IS OTHERWISE SOLID
 DV0418'AND IN GOOD CONDITION.
 DV0418
 DV0418                          STATION RECOVERY (2008)
 DV0418
 DV0418'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV0418'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES
 DV0418'OF N 33 20.843' W 112 05.057'.  AS PREVIOUSLY NOTED THE DESIGNATION
 DV0418'IS NO LONGER LEGIBLE DUE TO VANDALISM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0363 ***********************************************************************
 DV0363  DESIGNATION -  T 273
 DV0363  PID         -  DV0363
 DV0363  STATE/COUNTY-  AZ/MARICOPA
 DV0363  USGS QUAD   -  PIMA BUTTE (1967)
 DV0363
 DV0363                         *CURRENT SURVEY CONTROL
 DV0363  ___________________________________________________________________
 DV0363* NAD 83(1986)-  33 12 15.     (N)    112 01 49.     (W)     SCALED    
 DV0363* NAVD 88     -       340.786  (meters)    1118.06   (feet)  ADJUSTED  
 DV0363  ___________________________________________________________________
 DV0363  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0363  DYNAMIC HT  -         340.391 (meters)    1116.77  (feet)  COMP
 DV0363  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DV0363
 DV0363  VERT ORDER  -  FIRST     CLASS II
 DV0363
 DV0363.The horizontal coordinates were scaled from a topographic map and have
 DV0363.an estimated accuracy of +/- 6 seconds.
 DV0363
 DV0363.The orthometric height was determined by differential leveling
 DV0363.and adjusted in August 1994.
 DV0363
 DV0363.The geoid height was determined by GEOID03.
 DV0363
 DV0363.The dynamic height is computed by dividing the NAVD 88
 DV0363.geopotential number by the normal gravity value computed on the
 DV0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0363.degrees latitude (g = 980.6199 gals.).
 DV0363
 DV0363.The modeled gravity was interpolated from observed gravity values.
 DV0363
 DV0363;                    North         East    Units  Estimated Accuracy
 DV0363;SPC AZ C     -   244,400.      202,770.      MT  (+/- 180 meters Scaled)
 DV0363
 DV0363                          SUPERSEDED SURVEY CONTROL
 DV0363
 DV0363  NGVD 29 (??/??/92)  340.254  (m)         1116.32   (f) ADJ UNCH    1 2
 DV0363
 DV0363.Superseded values are not recommended for survey control.
 DV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0363.See file dsdata.txt to determine how the superseded data were derived.
 DV0363
 DV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB039743(NAD 83)
 DV0363_MARKER: DB = BENCH MARK DISK
 DV0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0363_SP_SET: CONCRETE POST
 DV0363_STAMPING: T 273 1948
 DV0363_MARK LOGO: CGS   
 DV0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0363+STABILITY: SURFACE MOTION
 DV0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0363+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 DV0363
 DV0363  HISTORY     - Date     Condition        Report By
 DV0363  HISTORY     - 1948     MONUMENTED       CGS
 DV0363  HISTORY     - 1959     GOOD             NGS
 DV0363  HISTORY     - 19940325 GOOD             NGS
 DV0363
 DV0363                          STATION DESCRIPTION
 DV0363
 DV0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0363'10.6 MI SE FROM KOMATKE.
 DV0363'10.6 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 46.9 FEET
 DV0363'WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND 4.1
 DV0363'FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DV0363'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DV0363
 DV0363                          STATION RECOVERY (1959)
 DV0363
 DV0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0363'RECOVERED IN GOOD CONDITION.
 DV0363
 DV0363                          STATION RECOVERY (1994)
 DV0363
 DV0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0363'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0363'LAVEEN, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG BELTLINE ROAD, THENCE
 DV0363'1.6 KM (1.00 MI) SOUTHERLY ALONG A DIRT ROAD, 13.8 M (45.3 FT) WEST
 DV0363'OF AND LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) EAST OF A WITNESS
 DV0363'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0399 ***********************************************************************
 DV0399  DESIGNATION -  T 274
 DV0399  PID         -  DV0399
 DV0399  STATE/COUNTY-  AZ/PINAL
 DV0399  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0399
 DV0399                         *CURRENT SURVEY CONTROL
 DV0399  ___________________________________________________________________
 DV0399* NAD 83(1986)-  33 10 18.     (N)    112 08 30.     (W)     SCALED    
 DV0399* NAVD 88     -       343.31   (+/-2cm)    1126.3    (feet)  VERTCON   
 DV0399  ___________________________________________________________________
 DV0399  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0399
 DV0399.The horizontal coordinates were scaled from a topographic map and have
 DV0399.an estimated accuracy of +/- 6 seconds.
 DV0399
 DV0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0399.The vertical order pertains to the NGVD 29 superseded value.
 DV0399
 DV0399.The geoid height was determined by GEOID03.
 DV0399
 DV0399;                    North         East    Units  Estimated Accuracy
 DV0399;SPC AZ C     -   240,810.      192,380.      MT  (+/- 180 meters Scaled)
 DV0399
 DV0399                          SUPERSEDED SURVEY CONTROL
 DV0399
 DV0399  NGVD 29 (??/??/92)  342.742  (m)         1124.48   (f) ADJ UNCH    2 0
 DV0399
 DV0399.Superseded values are not recommended for survey control.
 DV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0399.See file dsdata.txt to determine how the superseded data were derived.
 DV0399
 DV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB935708(NAD 83)
 DV0399_MARKER: DB = BENCH MARK DISK
 DV0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0399_STAMPING: T 274 1948
 DV0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0399+STABILITY: SURFACE MOTION
 DV0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0399+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0399
 DV0399  HISTORY     - Date     Condition        Report By
 DV0399  HISTORY     - 1948     MONUMENTED       CGS
 DV0399  HISTORY     - 20071223 GOOD             GEOCAC
 DV0399
 DV0399                          STATION DESCRIPTION
 DV0399
 DV0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0399'8.2 MI S FROM KOMATKE.
 DV0399'8.2 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 60.6 FEET
 DV0399'EAST OF THE CENTER LINE OF THE ROAD, 22.4 FEET NORTH OF A WASH, ABOUT
 DV0399'LEVEL WITH THE ROAD, 3.3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DV0399'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DV0399'GROUND.
 DV0399
 DV0399                          STATION RECOVERY (2007)
 DV0399
 DV0399'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0848 ***********************************************************************
 DU0848  DESIGNATION -  T 275
 DU0848  PID         -  DU0848
 DU0848  STATE/COUNTY-  AZ/PINAL
 DU0848  USGS QUAD   -  GILA BUTTE NW (1981)
 DU0848
 DU0848                         *CURRENT SURVEY CONTROL
 DU0848  ___________________________________________________________________
 DU0848* NAD 83(1986)-  33 08 32.     (N)    111 59 20.     (W)     SCALED    
 DU0848* NAVD 88     -       350.494  (meters)    1149.91   (feet)  ADJUSTED  
 DU0848  ___________________________________________________________________
 DU0848  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DU0848  DYNAMIC HT  -         350.080 (meters)    1148.55  (feet)  COMP
 DU0848  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 DU0848
 DU0848  VERT ORDER  -  FIRST     CLASS II
 DU0848
 DU0848.The horizontal coordinates were scaled from a topographic map and have
 DU0848.an estimated accuracy of +/- 6 seconds.
 DU0848
 DU0848.The orthometric height was determined by differential leveling
 DU0848.and adjusted in August 1994.
 DU0848
 DU0848.The geoid height was determined by GEOID03.
 DU0848
 DU0848.The dynamic height is computed by dividing the NAVD 88
 DU0848.geopotential number by the normal gravity value computed on the
 DU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0848.degrees latitude (g = 980.6199 gals.).
 DU0848
 DU0848.The modeled gravity was interpolated from observed gravity values.
 DU0848
 DU0848;                    North         East    Units  Estimated Accuracy
 DU0848;SPC AZ C     -   237,530.      206,620.      MT  (+/- 180 meters Scaled)
 DU0848
 DU0848                          SUPERSEDED SURVEY CONTROL
 DU0848
 DU0848  NGVD 29 (??/??/92)  349.984  (m)         1148.24   (f) ADJ UNCH    1 2
 DU0848
 DU0848.Superseded values are not recommended for survey control.
 DU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0848.See file dsdata.txt to determine how the superseded data were derived.
 DU0848
 DU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB077674(NAD 83)
 DU0848_MARKER: DB = BENCH MARK DISK
 DU0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0848_SP_SET: CONCRETE POST
 DU0848_STAMPING: T 275 1948
 DU0848_MARK LOGO: CGS   
 DU0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0848+STABILITY: SURFACE MOTION
 DU0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0848+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2006
 DU0848
 DU0848  HISTORY     - Date     Condition        Report By
 DU0848  HISTORY     - 1948     MONUMENTED       CGS
 DU0848  HISTORY     - 19940425 GOOD             NGS
 DU0848  HISTORY     - 20061208 GOOD             GEOCAC
 DU0848
 DU0848                          STATION DESCRIPTION
 DU0848
 DU0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0848'7.7 MI NW FROM CASA BLANCA.
 DU0848'5.5 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0848'THENCE 1.5 MILES NORTH ALONG SACATE ROAD, THENCE 0.7 MILE WEST ALONG A
 DU0848'DIRT ROAD, 0.2 MILE NORTHWEST OF AN OLD CHURCH, 59.0 FEET WEST OF THE
 DU0848'ROAD TO THE CHURCH, 43.8 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DU0848'ROAD, 12.2 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRACK ROAD,
 DU0848'ABOUT LEVEL WITH THE ROAD AND 2.2 FEET SOUTH OF A WHITE WOODEN WITNESS
 DU0848'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DU0848'GROUND.
 DU0848
 DU0848                          STATION RECOVERY (1994)
 DU0848
 DU0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0848'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU0848'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU0848'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 13.3 KM
 DU0848'(8.25 MI) WESTERLY ALONG CASA BLANCA ROAD, THENCE 2.4 KM (1.50 MI)
 DU0848'NORTHERLY ALONG SACATE ROAD, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG A
 DU0848'DIRT ROAD, 17.5 M (57.4 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD
 DU0848'LEADING TO AN ABANDONED CHURCH, 13.6 M (44.6 FT) SOUTH-SOUTHWEST OF
 DU0848'THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 DU0848'ROADS, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 DU0848'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DU0848
 DU0848                          STATION RECOVERY (2006)
 DU0848
 DU0848'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0822 ***********************************************************************
 DU0822  DESIGNATION -  T 276
 DU0822  PID         -  DU0822
 DU0822  STATE/COUNTY-  AZ/PINAL
 DU0822  USGS QUAD   -  GILA BUTTE (1981)
 DU0822
 DU0822                         *CURRENT SURVEY CONTROL
 DU0822  ___________________________________________________________________
 DU0822* NAD 83(1986)-  33 11 36.     (N)    111 50 28.     (W)     SCALED    
 DU0822* NAVD 88     -       370.24   (+/-2cm)    1214.7    (feet)  VERTCON   
 DU0822  ___________________________________________________________________
 DU0822  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0822
 DU0822.The horizontal coordinates were scaled from a topographic map and have
 DU0822.an estimated accuracy of +/- 6 seconds.
 DU0822
 DU0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0822.The vertical order pertains to the NGVD 29 superseded value.
 DU0822
 DU0822.The geoid height was determined by GEOID03.
 DU0822
 DU0822;                    North         East    Units  Estimated Accuracy
 DU0822;SPC AZ C     -   243,190.      220,410.      MT  (+/- 180 meters Scaled)
 DU0822
 DU0822                          SUPERSEDED SURVEY CONTROL
 DU0822
 DU0822  NGVD 29 (??/??/92)  369.745  (m)         1213.07   (f) ADJ UNCH    2 0
 DU0822
 DU0822.Superseded values are not recommended for survey control.
 DU0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0822.See file dsdata.txt to determine how the superseded data were derived.
 DU0822
 DU0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215730(NAD 83)
 DU0822_MARKER: DB = BENCH MARK DISK
 DU0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0822_SP_SET: CONCRETE BASE
 DU0822_STAMPING: T 276 1948
 DU0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0822
 DU0822  HISTORY     - Date     Condition        Report By
 DU0822  HISTORY     - 1948     MONUMENTED       CGS
 DU0822  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0822  HISTORY     - 20071213 MARK NOT FOUND   GEOCAC
 DU0822
 DU0822                          STATION DESCRIPTION
 DU0822
 DU0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0822'7.3 MI N FROM CASA BLANCA.
 DU0822'0.5 MILE WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0822'THENCE 2.0 MILES NORTH ALONG THE ADAMS ROAD, THENCE 1.6 MILES
 DU0822'NORTHEAST ALONG A DIM TRACK ROAD, THENCE 2.2 MILES NORTH ALONG A DIM
 DU0822'TRACK ROAD TO A T INTERSECTION, THENCE 1.0 MILE EAST ALONG A DIRT ROAD
 DU0822'TO THE HIGHWAY LEADING NORTH TO CHANDLER, 42.4 FEET SOUTH OF THE
 DU0822'CENTER LINE OF A DIRT ROAD LEADING WEST, 15.2 FEET WEST OF THE CENTER
 DU0822'LINE OF THE HIGHWAY, 13.0 FEET NORTH OF THE CENTER LINE OF A WASH, SET
 DU0822'IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH CONCRETE BASE OF A
 DU0822'BRIDGE IN THE HIGHWAY OVER A WASH.
 DU0822
 DU0822                          STATION RECOVERY (1994)
 DU0822
 DU0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0822'MARK NOT FOUND.
 DU0822
 DU0822                          STATION RECOVERY (2007)
 DU0822
 DU0822'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0822'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0822'MARK. THE BRIDGE HAS BEEN REBUILT AND WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0976 ***********************************************************************
 CZ0976  DESIGNATION -  T 277
 CZ0976  PID         -  CZ0976
 CZ0976  STATE/COUNTY-  AZ/PINAL
 CZ0976  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0976
 CZ0976                         *CURRENT SURVEY CONTROL
 CZ0976  ___________________________________________________________________
 CZ0976* NAD 83(1986)-  32 56 48.     (N)    111 52 15.     (W)     SCALED    
 CZ0976* NAVD 88     -       408.555  (meters)    1340.40   (feet)  ADJUSTED  
 CZ0976  ___________________________________________________________________
 CZ0976  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ0976  DYNAMIC HT  -         408.060 (meters)    1338.78  (feet)  COMP
 CZ0976  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 CZ0976  OBS GRAVITY -     979,412.7   (mgal)                       GRAV_OBS
 CZ0976
 CZ0976  VERT ORDER  -  FIRST     CLASS II
 CZ0976
 CZ0976.The horizontal coordinates were scaled from a topographic map and have
 CZ0976.an estimated accuracy of +/- 6 seconds.
 CZ0976
 CZ0976.The orthometric height was determined by differential leveling
 CZ0976.and adjusted in June 1991.
 CZ0976
 CZ0976.The geoid height was determined by GEOID03.
 CZ0976
 CZ0976.The dynamic height is computed by dividing the NAVD 88
 CZ0976.geopotential number by the normal gravity value computed on the
 CZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0976.degrees latitude (g = 980.6199 gals.).
 CZ0976
 CZ0976.The modeled gravity was interpolated from observed gravity values.
 CZ0976.The observed gravity was obtained from relative gravimeter ties
 CZ0976.to the IGSN71 gravity network.
 CZ0976
 CZ0976;                    North         East    Units  Estimated Accuracy
 CZ0976;SPC AZ C     -   215,840.      217,650.      MT  (+/- 180 meters Scaled)
 CZ0976
 CZ0976                          SUPERSEDED SURVEY CONTROL
 CZ0976
 CZ0976  NGVD 29 (??/??/92)  407.958  (m)         1338.44   (f) ADJ UNCH    1 2
 CZ0976
 CZ0976.Superseded values are not recommended for survey control.
 CZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0976.See file dsdata.txt to determine how the superseded data were derived.
 CZ0976
 CZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB186457(NAD 83)
 CZ0976_MARKER: P = PIPE CAP
 CZ0976_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0976_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0976_STAMPING: T 277
 CZ0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0976+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 CZ0976
 CZ0976  HISTORY     - Date     Condition        Report By
 CZ0976  HISTORY     - UNK      MONUMENTED       USGS
 CZ0976  HISTORY     - 1967     GOOD             NGS
 CZ0976  HISTORY     - 1980     GOOD             NGS
 CZ0976  HISTORY     - 1980     GOOD             NGS
 CZ0976  HISTORY     - 20050329 GOOD             EVANS
 CZ0976  HISTORY     - 20061101 GOOD             GEOCAC
 CZ0976
 CZ0976                          STATION DESCRIPTION
 CZ0976
 CZ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0976'8.5 MI NW FROM CASA GRANDE.
 CZ0976'ABOUT 8.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0976'STATION AT CASA GRANDE, IN S 32, T 5 S, R 5 E, 3 1/2 POLES SOUTHEAST
 CZ0976'OF A WOODEN RAILROAD TRESTLE, 17 POLES SOUTHEAST OF MILEPOST 910, 53
 CZ0976'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 81 FEET NORTHEAST
 CZ0976'OF THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS THE TRACKS ON THE
 CZ0976'SOUTHWEST SIDE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, 0.8 FOOT
 CZ0976'SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 CZ0976'THE TRACKS, A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A 3 1/2-INCH
 CZ0976'IRON PIPE PROJECTING 6 INCHES.
 CZ0976
 CZ0976                          STATION RECOVERY (1980)
 CZ0976
 CZ0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0976'RECOVERED IN GOOD CONDITION.
 CZ0976
 CZ0976                          STATION RECOVERY (1980)
 CZ0976
 CZ0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0976'RECOVERED IN GOOD CONDITION.
 CZ0976
 CZ0976                          STATION RECOVERY (2005)
 CZ0976
 CZ0976'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 CZ0976'RECOVERED AS DESCRIBED
 CZ0976
 CZ0976                          STATION RECOVERY (2006)
 CZ0976
 CZ0976'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1101 ***********************************************************************
 CZ1101  DESIGNATION -  T 278
 CZ1101  PID         -  CZ1101
 CZ1101  STATE/COUNTY-  AZ/PINAL
 CZ1101  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1101
 CZ1101                         *CURRENT SURVEY CONTROL
 CZ1101  ___________________________________________________________________
 CZ1101* NAD 83(1986)-  32 52 47.     (N)    111 48 32.     (W)     SCALED    
 CZ1101* NAVD 88     -       417.78   (+/-2cm)    1370.7    (feet)  VERTCON   
 CZ1101  ___________________________________________________________________
 CZ1101  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1101  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1101
 CZ1101.The horizontal coordinates were scaled from a topographic map and have
 CZ1101.an estimated accuracy of +/- 6 seconds.
 CZ1101
 CZ1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1101.The vertical order pertains to the NGVD 29 superseded value.
 CZ1101
 CZ1101.The geoid height was determined by GEOID03.
 CZ1101
 CZ1101;                    North         East    Units  Estimated Accuracy
 CZ1101;SPC AZ C     -   208,420.      223,450.      MT  (+/- 180 meters Scaled)
 CZ1101
 CZ1101                          SUPERSEDED SURVEY CONTROL
 CZ1101
 CZ1101  NGVD 29 (??/??/92)  417.145  (m)         1368.58   (f) ADJ UNCH    1 2
 CZ1101
 CZ1101.Superseded values are not recommended for survey control.
 CZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1101.See file dsdata.txt to determine how the superseded data were derived.
 CZ1101
 CZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB243382(NAD 83)
 CZ1101_MARKER: DD = SURVEY DISK
 CZ1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1101_SP_SET: ABUTMENT
 CZ1101_STAMPING: T 278
 CZ1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1101
 CZ1101  HISTORY     - Date     Condition        Report By
 CZ1101  HISTORY     - UNK      MONUMENTED       AZHD
 CZ1101  HISTORY     - 1948     GOOD             NGS
 CZ1101  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1101  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ1101
 CZ1101                          STATION DESCRIPTION
 CZ1101
 CZ1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1101'3.2 MI W FROM CASA GRANDE.
 CZ1101'3.2 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1101'STEEL WATER TANK AT CASA GRANDE, 36.5 FEET WEST OF THE CENTER LINE OF
 CZ1101'THE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 CZ1101'TOP OF THE SOUTHWEST END OF THE SOUTH ABUTMENT.
 CZ1101
 CZ1101                          STATION RECOVERY (1966)
 CZ1101
 CZ1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1101'MARK NOT FOUND.
 CZ1101
 CZ1101                          STATION RECOVERY (2006)
 CZ1101
 CZ1101'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1101'THERE IS NO LONGER A BRIDGE ABUTMENT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0308 ***********************************************************************
 DV0308  DESIGNATION -  T 279
 DV0308  PID         -  DV0308
 DV0308  STATE/COUNTY-  AZ/MARICOPA
 DV0308  USGS QUAD   -  MOBILE (1978)
 DV0308
 DV0308                         *CURRENT SURVEY CONTROL
 DV0308  ___________________________________________________________________
 DV0308* NAD 83(1986)-  33 03 26.     (N)    112 15 48.     (W)     SCALED    
 DV0308* NAVD 88     -       401.439  (meters)    1317.05   (feet)  ADJUSTED  
 DV0308  ___________________________________________________________________
 DV0308  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DV0308  DYNAMIC HT  -         400.954 (meters)    1315.46  (feet)  COMP
 DV0308  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 DV0308
 DV0308  VERT ORDER  -  FIRST     CLASS II
 DV0308
 DV0308.The horizontal coordinates were scaled from a topographic map and have
 DV0308.an estimated accuracy of +/- 6 seconds.
 DV0308
 DV0308.The orthometric height was determined by differential leveling
 DV0308.and adjusted in June 1991.
 DV0308
 DV0308.The geoid height was determined by GEOID03.
 DV0308
 DV0308.The dynamic height is computed by dividing the NAVD 88
 DV0308.geopotential number by the normal gravity value computed on the
 DV0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0308.degrees latitude (g = 980.6199 gals.).
 DV0308
 DV0308.The modeled gravity was interpolated from observed gravity values.
 DV0308
 DV0308;                    North         East    Units  Estimated Accuracy
 DV0308;SPC AZ C     -   228,150.      180,990.      MT  (+/- 180 meters Scaled)
 DV0308
 DV0308                          SUPERSEDED SURVEY CONTROL
 DV0308
 DV0308  NGVD 29 (??/??/92)  400.826  (m)         1315.04   (f) ADJ UNCH    1 2
 DV0308
 DV0308.Superseded values are not recommended for survey control.
 DV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0308.See file dsdata.txt to determine how the superseded data were derived.
 DV0308
 DV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB820583(NAD 83)
 DV0308_MARKER: DB = BENCH MARK DISK
 DV0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0308_SP_SET: ABUTMENT
 DV0308_STAMPING: T 279 1948
 DV0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0308+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0308
 DV0308  HISTORY     - Date     Condition        Report By
 DV0308  HISTORY     - 1948     MONUMENTED       CGS
 DV0308  HISTORY     - 1967     GOOD             NGS
 DV0308  HISTORY     - 1980     GOOD             NGS
 DV0308  HISTORY     - 1980     GOOD             NGS
 DV0308  HISTORY     - 19941202 GOOD             USPSQD
 DV0308  HISTORY     - 20070321 GOOD             GEOCAC
 DV0308
 DV0308                          STATION DESCRIPTION
 DV0308
 DV0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0308'0.45 MI E FROM MOBILE.
 DV0308'ABOUT 0.45 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0308'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 28, T 4 S, R 1 E, 0.25 MILE
 DV0308'SOUTHWEST OF MILEPOST 885, 0.2 MILE EAST OF THE CROSSING OF THE
 DV0308'RAILROAD AND A PIPE LINE, 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 DV0308'THE MAIN TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 DV0308'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 884.73, 1.8 FEET NORTHWEST
 DV0308'OF A WOODEN RAILING, AND ABOUT 10 INCHES BELOW THE LEVEL OF THE
 DV0308'TRACKS.
 DV0308
 DV0308                          STATION RECOVERY (1980)
 DV0308
 DV0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0308'RECOVERED IN GOOD CONDITION.
 DV0308
 DV0308                          STATION RECOVERY (1980)
 DV0308
 DV0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0308'RECOVERED IN GOOD CONDITION.
 DV0308
 DV0308                          STATION RECOVERY (1994)
 DV0308
 DV0308'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0308'RECOVERED IN GOOD CONDITION.
 DV0308
 DV0308                          STATION RECOVERY (2007)
 DV0308
 DV0308'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0084 ***********************************************************************
 ET0084  DESIGNATION -  T 28
 ET0084  PID         -  ET0084
 ET0084  STATE/COUNTY-  AZ/YAVAPAI
 ET0084  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0084
 ET0084                         *CURRENT SURVEY CONTROL
 ET0084  ___________________________________________________________________
 ET0084* NAD 83(1986)-  34 44 32.     (N)    112 08 22.     (W)     SCALED    
 ET0084* NAVD 88     -      1802.284  (meters)    5912.99   (feet)  POSTED    
 ET0084  ___________________________________________________________________
 ET0084  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 ET0084  DYNAMIC HT  -        1799.790 (meters)    5904.81  (feet)  COMP
 ET0084  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 ET0084
 ET0084  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0084
 ET0084.The horizontal coordinates were scaled from a topographic map and have
 ET0084.an estimated accuracy of +/- 6 seconds.
 ET0084
 ET0084.The orthometric height was determined by differential leveling
 ET0084.and adjusted in November 2005.
 ET0084.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0084.rate of 3.1 thru 4.0 mm/km.
 ET0084
 ET0084.The geoid height was determined by GEOID03.
 ET0084
 ET0084.The dynamic height is computed by dividing the NAVD 88
 ET0084.geopotential number by the normal gravity value computed on the
 ET0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0084.degrees latitude (g = 980.6199 gals.).
 ET0084
 ET0084.The modeled gravity was interpolated from observed gravity values.
 ET0084
 ET0084;                    North         East    Units  Estimated Accuracy
 ET0084;SPC AZ C     -   415,000.      192,960.      MT  (+/- 180 meters Scaled)
 ET0084
 ET0084                          SUPERSEDED SURVEY CONTROL
 ET0084
 ET0084  NGVD 29 (??/??/92) 1801.407  (m)         5910.12   (f) ADJ UNCH    1 2
 ET0084
 ET0084.Superseded values are not recommended for survey control.
 ET0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0084.See file dsdata.txt to determine how the superseded data were derived.
 ET0084
 ET0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD956450(NAD 83)
 ET0084_MARKER: DB = BENCH MARK DISK
 ET0084_SETTING: 66 = SET IN ROCK OUTCROP
 ET0084_SP_SET: LIMESTONE LEDGE
 ET0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0084+STABILITY: POSITION/ELEVATION WELL
 ET0084
 ET0084  HISTORY     - Date     Condition        Report By
 ET0084  HISTORY     - 1933     MONUMENTED       CGS
 ET0084  HISTORY     - 1973     GOOD             USGS
 ET0084
 ET0084                          STATION DESCRIPTION
 ET0084
 ET0084'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0084'3.0 MI SW FROM JEROME.
 ET0084'ABOUT 3.1 MILES SOUTHWEST ALONG STATE HIGWAY 89A FROM THE P.O. AT
 ET0084'JEROME, YAVAPAI CO.  ABOUT 0.6 MILES WEST OF AN OLD CONCRETE SWIMMING
 ET0084'POOL AT WALNUT SPRINGS.  35 FEET EAST OF THE NORTHEAST CORNER OF A
 ET0084'CULVERT RAILING OVER A GULCH.  5.0 FEET WEST OF A TREE.  A STANDARD
 ET0084'USC AND GS TABLET STAMPED 5910.116 T 25 1933 CEMENTED IN A LIMESTONE
 ET0084'LEDGE 28.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3.0
 ET0084'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0715 ***********************************************************************
 ET0715  DESIGNATION -  T 280
 ET0715  PID         -  ET0715
 ET0715  STATE/COUNTY-  AZ/LA PAZ
 ET0715  USGS QUAD   -  POWERLINE WELL (1990)
 ET0715
 ET0715                         *CURRENT SURVEY CONTROL
 ET0715  ___________________________________________________________________
 ET0715* NAD 83(1986)-  34 03 21.     (N)    113 53 45.     (W)     SCALED    
 ET0715* NAVD 88     -       426.69   (+/-2cm)    1399.9    (feet)  VERTCON   
 ET0715  ___________________________________________________________________
 ET0715  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 ET0715  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0715
 ET0715.The horizontal coordinates were scaled from a topographic map and have
 ET0715.an estimated accuracy of +/- 6 seconds.
 ET0715
 ET0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0715.The vertical order pertains to the NGVD 29 superseded value.
 ET0715
 ET0715.The geoid height was determined by GEOID03.
 ET0715
 ET0715;                    North         East    Units  Estimated Accuracy
 ET0715;SPC AZ W     -   338,870.      199,900.      MT  (+/- 180 meters Scaled)
 ET0715
 ET0715                          SUPERSEDED SURVEY CONTROL
 ET0715
 ET0715  NGVD 29 (??/??/92)  426.030  (m)         1397.73   (f) ADJ UNCH    1 2
 ET0715
 ET0715.Superseded values are not recommended for survey control.
 ET0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0715.See file dsdata.txt to determine how the superseded data were derived.
 ET0715
 ET0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC327721(NAD 83)
 ET0715_MARKER: DB = BENCH MARK DISK
 ET0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0715_STAMPING: T 280 1948
 ET0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0715+STABILITY: SURFACE MOTION
 ET0715
 ET0715  HISTORY     - Date     Condition        Report By
 ET0715  HISTORY     - 1948     MONUMENTED       CGS
 ET0715
 ET0715                          STATION DESCRIPTION
 ET0715
 ET0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0715'11.9 MI NE FROM BOUSE.
 ET0715'11.9 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0715'AT BOUSE, ON THE WEST SLOPE OF A SANDY KNOLL, ABOUT 36 YARDS EAST OF
 ET0715'THE CENTER LINE OF A WIDE DRY WASH, 50 FEET EAST OF THE CENTER LINE OF
 ET0715'THE ROAD, 2.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 ET0715'FEET ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 ET0715'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1217 ***********************************************************************
 DV1217  DESIGNATION -  T 281
 DV1217  PID         -  DV1217
 DV1217  STATE/COUNTY-  AZ/LA PAZ
 DV1217  USGS QUAD   -  HOPE (1990)
 DV1217
 DV1217                         *CURRENT SURVEY CONTROL
 DV1217  ___________________________________________________________________
 DV1217* NAD 83(1986)-  33 44 08.     (N)    113 43 48.     (W)     SCALED    
 DV1217* NAVD 88     -       431.047  (meters)    1414.19   (feet)  ADJUSTED  
 DV1217  ___________________________________________________________________
 DV1217  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV1217  DYNAMIC HT  -         430.554 (meters)    1412.58  (feet)  COMP
 DV1217  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 DV1217
 DV1217  VERT ORDER  -  FIRST     CLASS II
 DV1217
 DV1217.The horizontal coordinates were scaled from a topographic map and have
 DV1217.an estimated accuracy of +/- 6 seconds.
 DV1217
 DV1217.The orthometric height was determined by differential leveling
 DV1217.and adjusted in June 1991.
 DV1217
 DV1217.The geoid height was determined by GEOID03.
 DV1217
 DV1217.The dynamic height is computed by dividing the NAVD 88
 DV1217.geopotential number by the normal gravity value computed on the
 DV1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1217.degrees latitude (g = 980.6199 gals.).
 DV1217
 DV1217.The modeled gravity was interpolated from observed gravity values.
 DV1217
 DV1217;                    North         East    Units  Estimated Accuracy
 DV1217;SPC AZ W     -   303,340.      215,210.      MT  (+/- 180 meters Scaled)
 DV1217
 DV1217                          SUPERSEDED SURVEY CONTROL
 DV1217
 DV1217  NGVD 29 (??/??/92)  430.355  (m)         1411.92   (f) ADJ UNCH    1 2
 DV1217
 DV1217.Superseded values are not recommended for survey control.
 DV1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1217.See file dsdata.txt to determine how the superseded data were derived.
 DV1217
 DV1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC470361(NAD 83)
 DV1217_MARKER: DB = BENCH MARK DISK
 DV1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1217_STAMPING: T 281 1948
 DV1217_MARK LOGO: CGS   
 DV1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1217+STABILITY: SURFACE MOTION
 DV1217
 DV1217  HISTORY     - Date     Condition        Report By
 DV1217  HISTORY     - 1948     MONUMENTED       CGS
 DV1217  HISTORY     - 1981     GOOD             NGS
 DV1217
 DV1217                          STATION DESCRIPTION
 DV1217
 DV1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1217'1.4 MI SE FROM VICKSBURG.
 DV1217'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1217'VICKSBURG, 36 YARDS SOUTHWEST OF A POWER LINE, 54 FEET NORTHEAST OF
 DV1217'THE CENTER LINE OF THE HIGHWAY, 2.8 FEET EAST OF A WHITE WOODEN
 DV1217'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE HIGHWAY.  SET
 DV1217'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DV1217
 DV1217                          STATION RECOVERY (1981)
 DV1217
 DV1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0668 ***********************************************************************
 DU0668  DESIGNATION -  T 282
 DU0668  PID         -  DU0668
 DU0668  STATE/COUNTY-  AZ/PINAL
 DU0668  USGS QUAD   -  SACATON NE (1978)
 DU0668
 DU0668                         *CURRENT SURVEY CONTROL
 DU0668  ___________________________________________________________________
 DU0668* NAD 83(1986)-  33 08 27.     (N)    111 30 30.     (W)     SCALED    
 DU0668* NAVD 88     -       462.616  (meters)    1517.77   (feet)  ADJUSTED  
 DU0668  ___________________________________________________________________
 DU0668  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0668  DYNAMIC HT  -         462.059 (meters)    1515.94  (feet)  COMP
 DU0668  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 DU0668  OBS GRAVITY -     979,419.7   (mgal)                       GRAV_OBS
 DU0668
 DU0668  VERT ORDER  -  FIRST     CLASS II
 DU0668
 DU0668.The horizontal coordinates were scaled from a topographic map and have
 DU0668.an estimated accuracy of +/- 6 seconds.
 DU0668
 DU0668.The orthometric height was determined by differential leveling
 DU0668.and adjusted in November 1993.
 DU0668
 DU0668.The geoid height was determined by GEOID03.
 DU0668
 DU0668.The dynamic height is computed by dividing the NAVD 88
 DU0668.geopotential number by the normal gravity value computed on the
 DU0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0668.degrees latitude (g = 980.6199 gals.).
 DU0668
 DU0668.The modeled gravity was interpolated from observed gravity values.
 DU0668.The observed gravity was obtained from relative gravimeter ties
 DU0668.to the IGSN71 gravity network.
 DU0668
 DU0668;                    North         East    Units  Estimated Accuracy
 DU0668;SPC AZ C     -   237,440.      251,460.      MT  (+/- 180 meters Scaled)
 DU0668
 DU0668                          SUPERSEDED SURVEY CONTROL
 DU0668
 DU0668  NGVD 29 (??/??/92)  462.379  (m)         1516.99   (f) ADJ UNCH    1 2
 DU0668
 DU0668.Superseded values are not recommended for survey control.
 DU0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0668.See file dsdata.txt to determine how the superseded data were derived.
 DU0668
 DU0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB525670(NAD 83)
 DU0668_MARKER: DB = BENCH MARK DISK
 DU0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0668_SP_SET: CONCRETE POST
 DU0668_STAMPING: T 282 1948
 DU0668_MARK LOGO: CGS   
 DU0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0668+STABILITY: SURFACE MOTION
 DU0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0668+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 DU0668
 DU0668  HISTORY     - Date     Condition        Report By
 DU0668  HISTORY     - 1948     MONUMENTED       CGS
 DU0668  HISTORY     - 1967     GOOD             NGS
 DU0668  HISTORY     - 19920110 GOOD             NGS
 DU0668  HISTORY     - 20061020 GOOD             GEOCAC
 DU0668
 DU0668                          STATION DESCRIPTION
 DU0668
 DU0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0668'0.8 MI NW FROM MAGMA.
 DU0668'ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DU0668'STATION SIGN AT MAGMA, IN S 26, T 3 S, R 8 E, 14 1/2 FEET SOUTHWEST OF
 DU0668'THE SOUTHWEST SET OF TRACKS, 21 FEET NORTHEAST OF THE CENTER LINE OF A
 DU0668'DIRT ROAD WHICH PARALLELS THE TRACKS, 13 FEET NORTHWEST OF MILEPOST
 DU0668'949, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 DU0668'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST ABOUT 8
 DU0668'INCHES BELOW THE LEVEL OF THE GROUND.
 DU0668
 DU0668                          STATION RECOVERY (1992)
 DU0668
 DU0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0668'0.2 KM (0.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0668'IN QUEEN CREEK, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG OCOTILLO ROAD,
 DU0668'THENCE 16.1 KM (10.00 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC
 DU0668'RAILROAD, 5.3 M (17.4 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, 4.6
 DU0668'M (15.1 FT) SOUTHWEST OF THE NEAR RAIL, 3.9 M (12.8 FT) NORTHWEST OF
 DU0668'MILEPOST 949, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0
 DU0668'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M
 DU0668'(0.16 FT) BELOW THE GROUND SURFACE.
 DU0668
 DU0668                          STATION RECOVERY (2006)
 DU0668
 DU0668'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0378 ***********************************************************************
 CZ0378  DESIGNATION -  T 283
 CZ0378  PID         -  CZ0378
 CZ0378  STATE/COUNTY-  AZ/PINAL
 CZ0378  USGS QUAD   -  PICACHO RESERVOIR (1992)
 CZ0378
 CZ0378                         *CURRENT SURVEY CONTROL
 CZ0378  ___________________________________________________________________
 CZ0378* NAD 83(1986)-  32 51 58.     (N)    111 29 18.     (W)     SCALED    
 CZ0378* NAVD 88     -       450.217  (meters)    1477.09   (feet)  ADJUSTED  
 CZ0378  ___________________________________________________________________
 CZ0378  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0378  DYNAMIC HT  -         449.656 (meters)    1475.25  (feet)  COMP
 CZ0378  MODELED GRAV-     979,378.6   (mgal)                       NAVD 88
 CZ0378
 CZ0378  VERT ORDER  -  FIRST     CLASS II
 CZ0378
 CZ0378.The horizontal coordinates were scaled from a topographic map and have
 CZ0378.an estimated accuracy of +/- 6 seconds.
 CZ0378
 CZ0378.The orthometric height was determined by differential leveling
 CZ0378.and adjusted in November 1993.
 CZ0378
 CZ0378.The geoid height was determined by GEOID03.
 CZ0378
 CZ0378.The dynamic height is computed by dividing the NAVD 88
 CZ0378.geopotential number by the normal gravity value computed on the
 CZ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0378.degrees latitude (g = 980.6199 gals.).
 CZ0378
 CZ0378.The modeled gravity was interpolated from observed gravity values.
 CZ0378
 CZ0378;                    North         East    Units  Estimated Accuracy
 CZ0378;SPC AZ C     -   206,990.      253,450.      MT  (+/- 180 meters Scaled)
 CZ0378
 CZ0378                          SUPERSEDED SURVEY CONTROL
 CZ0378
 CZ0378  NGVD 29 (??/??/92)  449.989  (m)         1476.34   (f) ADJ UNCH    1 2
 CZ0378
 CZ0378.Superseded values are not recommended for survey control.
 CZ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0378.See file dsdata.txt to determine how the superseded data were derived.
 CZ0378
 CZ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB543365(NAD 83)
 CZ0378_MARKER: DB = BENCH MARK DISK
 CZ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0378_SP_SET: CONCRETE POST
 CZ0378_STAMPING: T 283 1949
 CZ0378_MARK LOGO: CGS   
 CZ0378_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0378+STABILITY: SURFACE MOTION
 CZ0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0378+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0378
 CZ0378  HISTORY     - Date     Condition        Report By
 CZ0378  HISTORY     - 1949     MONUMENTED       CGS
 CZ0378  HISTORY     - 1967     GOOD             NGS
 CZ0378  HISTORY     - 19920103 GOOD             NGS
 CZ0378  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0378
 CZ0378                          STATION DESCRIPTION
 CZ0378
 CZ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0378'12.3 MI N FROM PICACHO.
 CZ0378'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0378'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 9.7 MILES NORTH ALONG
 CZ0378'THE SOUTHERN PACIFIC RAILROAD, THENCE 1.3 MILES SOUTHEAST ALONG A DIRT
 CZ0378'ROAD ON THE NORTH BANK OF THE CASA GRANDE-FLORENCE CANAL, THENCE 0.3
 CZ0378'MILE NORTH ALONG A PRIVATE DIRT ROAD, IN S 26, T 6 S, R 8 E, 0.2 MILE
 CZ0378'WEST OF A LEVEE, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 CZ0378'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CZ0378'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CZ0378
 CZ0378                          STATION RECOVERY (1992)
 CZ0378
 CZ0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0378'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ0378'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ0378'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ0378'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 13.6 KM (8.45 MI)
 CZ0378'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 1.9 KM (1.20
 CZ0378'MI) SOUTHEASTERLY ALONG THE NORTH BANK OF THE CASA GRANDE CANAL,
 CZ0378'THENCE 0.3 KM (0.20 MI) NORTHEASTERLY ALONG A DIRT ROAD, THENCE 0.4
 CZ0378'KM (0.25 MI) NORTHERLY ALONG A DIRT ROAD, 6.8 M (22.3 FT) EAST OF THE
 CZ0378'ROAD CENTER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 CZ0378'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 CZ0378'ABOVE THE GROUND SURFACE.
 CZ0378
 CZ0378                          STATION RECOVERY (2007)
 CZ0378
 CZ0378'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0203 ***********************************************************************
 DV0203  DESIGNATION -  T 284 RESET
 DV0203  PID         -  DV0203
 DV0203  STATE/COUNTY-  AZ/MARICOPA
 DV0203  USGS QUAD   -  GLENDALE (1982)
 DV0203
 DV0203                         *CURRENT SURVEY CONTROL
 DV0203  ___________________________________________________________________
 DV0203* NAD 83(1986)-  33 32 00.     (N)    112 09 05.     (W)     SCALED    
 DV0203* NAVD 88     -       356.22   (+/-2cm)    1168.7    (feet)  VERTCON   
 DV0203  ___________________________________________________________________
 DV0203  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV0203  VERT ORDER  -  THIRD (See Below)
 DV0203
 DV0203.The horizontal coordinates were scaled from a topographic map and have
 DV0203.an estimated accuracy of +/- 6 seconds.
 DV0203
 DV0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0203.The vertical order pertains to the NGVD 29 superseded value.
 DV0203
 DV0203.The geoid height was determined by GEOID03.
 DV0203
 DV0203;                    North         East    Units  Estimated Accuracy
 DV0203;SPC AZ C     -   280,920.      191,560.      MT  (+/- 180 meters Scaled)
 DV0203
 DV0203                          SUPERSEDED SURVEY CONTROL
 DV0203
 DV0203  NGVD 29 (??/??/??)  355.66   (m)         1166.9    (f) RESET       3  
 DV0203
 DV0203.Superseded values are not recommended for survey control.
 DV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0203.See file dsdata.txt to determine how the superseded data were derived.
 DV0203
 DV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC930110(NAD 83)
 DV0203_MARKER: DB = BENCH MARK DISK
 DV0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0203_SP_SET: CURB
 DV0203_STAMPING: T 284 1949 RESET 1962
 DV0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0203+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2007
 DV0203
 DV0203  HISTORY     - Date     Condition        Report By
 DV0203  HISTORY     - 1962     MONUMENTED       CGS
 DV0203  HISTORY     - 20050628 GOOD             GEOCAC
 DV0203  HISTORY     - 20070412 GOOD             GEOCAC
 DV0203
 DV0203                          STATION DESCRIPTION
 DV0203
 DV0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0203'8.5 MI NW FROM PHOENIX.
 DV0203'ABOUT 6.9 MILES NORTHWEST ALONG THE ATCHISON AND SANTA RR FROM THE
 DV0203'STATION AT PHOENIX, THENCE 1.6 MILES NORTH ALONG BLACK CANYON RD THIS
 DV0203'MARK IS SET IN A DRILL HOLE IN THE HEAVY CURB NEAR THE CENTER OF CURVE
 DV0203'AT THE INTERSECTION OF 6600 N 43RD AVE. AND 4200 W TUCKEY LANE, FLUSH
 DV0203'WITH THE CURB, 46 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 DV0203'BRICK TILE HOUSE (4243 W TUCKEY LANE), 44.5 FEET SOUTH OF THE STREET
 DV0203'SIGN W TUCKEY LANE-N 43RD AVE. AND 19.5 FEET NORTH-NORTHEAST OF A
 DV0203'STREET LAMP POST.
 DV0203
 DV0203                          STATION RECOVERY (2005)
 DV0203
 DV0203'RECOVERY NOTE BY GEOCACHING 2005 (TR)
 DV0203'FOUND IN GOOD CONDITION.  MILD SCUFFING FROM HANDICAPPED CURB
 DV0203'INSTALLATION MARS THE RIGHT SIDE SLIGHTLY, BUT OTHERWISE EASILY
 DV0203'IDENTIFIABLE
 DV0203
 DV0203                          STATION RECOVERY (2007)
 DV0203
 DV0203'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0379 ***********************************************************************
 GR0379  DESIGNATION -  T 285
 GR0379  PID         -  GR0379
 GR0379  STATE/COUNTY-  AZ/MOHAVE
 GR0379  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0379
 GR0379                         *CURRENT SURVEY CONTROL
 GR0379  ___________________________________________________________________
 GR0379* NAD 83(1986)-  36 05 29.     (N)    114 03 06.     (W)     SCALED    
 GR0379* NAVD 88     -       899.849  (meters)    2952.25   (feet)  POSTED    
 GR0379  ___________________________________________________________________
 GR0379  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GR0379  DYNAMIC HT  -         898.890 (meters)    2949.11  (feet)  COMP
 GR0379  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 GR0379
 GR0379  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0379
 GR0379.The horizontal coordinates were scaled from a topographic map and have
 GR0379.an estimated accuracy of +/- 6 seconds.
 GR0379
 GR0379.The orthometric height was determined by differential leveling
 GR0379.and adjusted by the  in 1992.
 GR0379.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0379.was located on a no-check spur therefore a value was not computed.
 GR0379.No vertical observational check was made to the station.
 GR0379
 GR0379.The geoid height was determined by GEOID03.
 GR0379
 GR0379.The dynamic height is computed by dividing the NAVD 88
 GR0379.geopotential number by the normal gravity value computed on the
 GR0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0379.degrees latitude (g = 980.6199 gals.).
 GR0379
 GR0379.The modeled gravity was interpolated from observed gravity values.
 GR0379
 GR0379;                    North         East    Units  Estimated Accuracy
 GR0379;SPC AZ W     -   564,710.      186,190.      MT  (+/- 180 meters Scaled)
 GR0379
 GR0379                          SUPERSEDED SURVEY CONTROL
 GR0379
 GR0379  NGVD 29 (??/??/92)  899.137  (m)         2949.92   (f) ADJ UNCH    1 1
 GR0379
 GR0379.Superseded values are not recommended for survey control.
 GR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0379.See file dsdata.txt to determine how the superseded data were derived.
 GR0379
 GR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV654981(NAD 83)
 GR0379_MARKER: DB = BENCH MARK DISK
 GR0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0379_STAMPING: T 285 1950
 GR0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0379+STABILITY: SURFACE MOTION
 GR0379
 GR0379  HISTORY     - Date     Condition        Report By
 GR0379  HISTORY     - 1950     MONUMENTED       CGS
 GR0379
 GR0379                          STATION DESCRIPTION
 GR0379
 GR0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0379'7.9 MI SW FROM PIERCES FERRY.
 GR0379'5.8 MILES SOUTHWEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 GR0379'RANGER STATION AT PIERCES FERRY, THENCE 2.1 MILES NORTHEAST ALONG A
 GR0379'DIRT ROAD, 52 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT
 GR0379'ROAD LEADING EAST TO THE SOUTHWEST END OF THE NORTHEAST-SOUTHWEST
 GR0379'RUNWAY OF THE PIERCE FERRY AIRPORT, 30 FEET WEST OF THE CENTER LINE OF
 GR0379'THE ROAD, 3 FEET NORTH OF A 6-INCH JOSHUA TREE, 2.6 FEET SOUTH OF A
 GR0379'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GR0379'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0743 ***********************************************************************
 ET0743  DESIGNATION -  T 286
 ET0743  PID         -  ET0743
 ET0743  STATE/COUNTY-  AZ/MOHAVE
 ET0743  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0743
 ET0743                         *CURRENT SURVEY CONTROL
 ET0743  ___________________________________________________________________
 ET0743* NAD 83(1986)-  34 34 18.     (N)    113 34 28.     (W)     SCALED    
 ET0743* NAVD 88     -       495.113  (meters)    1624.38   (feet)  POSTED    
 ET0743  ___________________________________________________________________
 ET0743  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ET0743  DYNAMIC HT  -         494.550 (meters)    1622.54  (feet)  COMP
 ET0743  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 ET0743
 ET0743  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0743
 ET0743.The horizontal coordinates were scaled from a topographic map and have
 ET0743.an estimated accuracy of +/- 6 seconds.
 ET0743
 ET0743.The orthometric height was determined by differential leveling
 ET0743.and adjusted in November 2005.
 ET0743.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0743.rate of 1.1 thru 2.0 mm/km.
 ET0743
 ET0743.The geoid height was determined by GEOID03.
 ET0743
 ET0743.The dynamic height is computed by dividing the NAVD 88
 ET0743.geopotential number by the normal gravity value computed on the
 ET0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0743.degrees latitude (g = 980.6199 gals.).
 ET0743
 ET0743.The modeled gravity was interpolated from observed gravity values.
 ET0743
 ET0743;                    North         East    Units  Estimated Accuracy
 ET0743;SPC AZ W     -   396,090.      229,470.      MT  (+/- 180 meters Scaled)
 ET0743
 ET0743                          SUPERSEDED SURVEY CONTROL
 ET0743
 ET0743  NGVD 29 (??/??/92)  494.410  (m)         1622.08   (f) ADJ UNCH    1 2
 ET0743
 ET0743.Superseded values are not recommended for survey control.
 ET0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0743.See file dsdata.txt to determine how the superseded data were derived.
 ET0743
 ET0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD638285(NAD 83)
 ET0743_MARKER: DB = BENCH MARK DISK
 ET0743_SETTING: 80 = SET IN A BOULDER
 ET0743_SP_SET: GRANITE BOULDER
 ET0743_STAMPING: T 256 1950
 ET0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0743+STABILITY: SURFACE MOTION
 ET0743
 ET0743  HISTORY     - Date     Condition        Report By
 ET0743  HISTORY     - 1950     MONUMENTED       CGS
 ET0743  HISTORY     - 1967     MARK NOT FOUND   NGS
 ET0743
 ET0743                          STATION DESCRIPTION
 ET0743
 ET0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0743'8.7 MI NE FROM SIGNAL.
 ET0743'8.7 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0743'INTERSECTION AT SIGNAL, 0.5 MILE NORTHWEST OF A FORD OF THE BIG SANDY
 ET0743'RIVER, ABOUT 65 YARDS SOUTHEAST OF THE FOOT OF A GRADE, ON THE OUTSIDE
 ET0743'OF A SHARP CURVE, ON THE NORTH SIDE OF A DRY WASH, IN THE TOP OF A
 ET0743'GRANITE BOULDER, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 54.5
 ET0743'FEET EAST OF THE CENTER OF THE EAST END OF A 24-INCH CORRUGATED METAL
 ET0743'PIPE CULVERT, 12 1/2 FEET SOUTH OF A BOULDER WITH THE WHITE PAINTED
 ET0743'LETTERS B M, AND ABOUT 9 FEET HIGHER THAN THE ROAD.
 ET0743
 ET0743                          STATION RECOVERY (1967)
 ET0743
 ET0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ET0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0611 ***********************************************************************
 ET0611  DESIGNATION -  T 287
 ET0611  PID         -  ET0611
 ET0611  STATE/COUNTY-  AZ/MOHAVE
 ET0611  USGS QUAD   -  KAISER SPRING (1980)
 ET0611
 ET0611                         *CURRENT SURVEY CONTROL
 ET0611  ___________________________________________________________________
 ET0611* NAD 83(1986)-  34 35 53.     (N)    113 23 51.     (W)     SCALED    
 ET0611* NAVD 88     -       988.397  (meters)    3242.77   (feet)  POSTED    
 ET0611  ___________________________________________________________________
 ET0611  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 ET0611  DYNAMIC HT  -         987.200 (meters)    3238.84  (feet)  COMP
 ET0611  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 ET0611
 ET0611  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 ET0611
 ET0611.The horizontal coordinates were scaled from a topographic map and have
 ET0611.an estimated accuracy of +/- 6 seconds.
 ET0611
 ET0611.The orthometric height was determined by differential leveling
 ET0611.and adjusted in November 2005.
 ET0611
 ET0611.The geoid height was determined by GEOID03.
 ET0611
 ET0611.The dynamic height is computed by dividing the NAVD 88
 ET0611.geopotential number by the normal gravity value computed on the
 ET0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0611.degrees latitude (g = 980.6199 gals.).
 ET0611
 ET0611.The modeled gravity was interpolated from observed gravity values.
 ET0611
 ET0611;                    North         East    Units  Estimated Accuracy
 ET0611;SPC AZ W     -   399,060.      245,690.      MT  (+/- 180 meters Scaled)
 ET0611
 ET0611                          SUPERSEDED SURVEY CONTROL
 ET0611
 ET0611  NGVD 29 (??/??/92)  987.672  (m)         3240.39   (f) ADJ UNCH    1 2
 ET0611
 ET0611.Superseded values are not recommended for survey control.
 ET0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0611.See file dsdata.txt to determine how the superseded data were derived.
 ET0611
 ET0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD801310(NAD 83)
 ET0611_MARKER: DB = BENCH MARK DISK
 ET0611_SETTING: 66 = SET IN ROCK OUTCROP
 ET0611_SP_SET: BOULDER
 ET0611_STAMPING: T 287 1950
 ET0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0611+STABILITY: POSITION/ELEVATION WELL
 ET0611
 ET0611  HISTORY     - Date     Condition        Report By
 ET0611  HISTORY     - 1950     MONUMENTED       CGS
 ET0611  HISTORY     - 1975     GOOD             USGS
 ET0611
 ET0611                          STATION DESCRIPTION
 ET0611
 ET0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0611'19.8 MI SE FROM WIKIEUP.
 ET0611'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0611'WIKIEUP, THENCE 12.4 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT THE
 ET0611'SOUTHEAST END AND ON THE OUTSIDE OF A CURVE, AT THE T JUNCTION OF A
 ET0611'SHORT DEAD END TRACK ROAD LEADING SOUTHWEST, IN THE TOP OF THE LARGEST
 ET0611'ONE OF A GROUP OF BOULDERS, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 ET0611'THE TRACK ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 ET0611'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0611'LETTERS B M.
 ET0611
 ET0611                          STATION RECOVERY (1975)
 ET0611
 ET0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0611'WIKIEUP POST OFFICE, 8.0 MI S. OF, ALONG STATE HWY. 93, THENCE 9.2 MI
 ET0611'SE. ALONG COUNTY DIRT RD., AT SOUTHEAST END ON OUTSIDE OF CURVE, AT
 ET0611'T-JCT. OF SHORT DEADEND TRACK RD. SW. 60 FT SE. OF CENTERLINE OF
 ET0611'TRACK RD., 47 FT SW. OF AND ABOUT 2.5 FT HIGHER THAN CENTERLINE OF
 ET0611'RD. IN TOP OF LARGEST ONE OF GROUP OF BOULDERS. NGS TABLET STAMPED T
 ET0611'287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0354 ***********************************************************************
 ET0354  DESIGNATION -  T 288
 ET0354  PID         -  ET0354
 ET0354  STATE/COUNTY-  AZ/YAVAPAI
 ET0354  USGS QUAD   -  KIRKLAND (1969)
 ET0354
 ET0354                         *CURRENT SURVEY CONTROL
 ET0354  ___________________________________________________________________
 ET0354* NAD 83(1986)-  34 26 23.     (N)    112 41 49.     (W)     SCALED    
 ET0354* NAVD 88     -      1227.417  (meters)    4026.95   (feet)  POSTED    
 ET0354  ___________________________________________________________________
 ET0354  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 ET0354  DYNAMIC HT  -        1225.810 (meters)    4021.68  (feet)  COMP
 ET0354  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 ET0354
 ET0354  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0354
 ET0354.The horizontal coordinates were scaled from a topographic map and have
 ET0354.an estimated accuracy of +/- 6 seconds.
 ET0354
 ET0354.The orthometric height was determined by differential leveling
 ET0354.and adjusted in November 2005.
 ET0354.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0354.rate of 1.1 thru 2.0 mm/km.
 ET0354
 ET0354.The geoid height was determined by GEOID03.
 ET0354
 ET0354.The dynamic height is computed by dividing the NAVD 88
 ET0354.geopotential number by the normal gravity value computed on the
 ET0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0354.degrees latitude (g = 980.6199 gals.).
 ET0354
 ET0354.The modeled gravity was interpolated from observed gravity values.
 ET0354
 ET0354;                    North         East    Units  Estimated Accuracy
 ET0354;SPC AZ C     -   381,700.      141,650.      MT  (+/- 180 meters Scaled)
 ET0354
 ET0354                          SUPERSEDED SURVEY CONTROL
 ET0354
 ET0354  NGVD 29 (??/??/92) 1226.628  (m)         4024.36   (f) ADJ UNCH    1 2
 ET0354
 ET0354.Superseded values are not recommended for survey control.
 ET0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0354.See file dsdata.txt to determine how the superseded data were derived.
 ET0354
 ET0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD440122(NAD 83)
 ET0354_MARKER: DB = BENCH MARK DISK
 ET0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0354_SP_SET: CULVERT
 ET0354_STAMPING: T 288 1950
 ET0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0354
 ET0354  HISTORY     - Date     Condition        Report By
 ET0354  HISTORY     - 1950     MONUMENTED       CGS
 ET0354
 ET0354                          STATION DESCRIPTION
 ET0354
 ET0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0354'2.0 MI N FROM KIRKLAND.
 ET0354'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0354'THE STATION AT KIRKLAND, 31.9 FEET NORTHWEST OF MILEPOLE 85, AT A
 ET0354'24-INCH CONCRETE PIPE CULVERT NO. E 85, IN THE TOP OF THE APPROXIMATE
 ET0354'CENTER OF THE NORTHEAST CONCRETE HEAD WALL, 9.7 FEET NORTHEAST OF THE
 ET0354'NORTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0332 ***********************************************************************
 ES0332  DESIGNATION -  T 29
 ES0332  PID         -  ES0332
 ES0332  STATE/COUNTY-  AZ/GILA
 ES0332  USGS QUAD   -  STRAWBERRY (1967)
 ES0332
 ES0332                         *CURRENT SURVEY CONTROL
 ES0332  ___________________________________________________________________
 ES0332* NAD 83(1986)-  34 24 28.     (N)    111 36 14.     (W)     SCALED    
 ES0332* NAVD 88     -      1252.820  (meters)    4110.29   (feet)  ADJUSTED  
 ES0332  ___________________________________________________________________
 ES0332  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 ES0332  DYNAMIC HT  -        1251.156 (meters)    4104.83  (feet)  COMP
 ES0332  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 ES0332
 ES0332  VERT ORDER  -  FIRST     CLASS II
 ES0332
 ES0332.The horizontal coordinates were scaled from a topographic map and have
 ES0332.an estimated accuracy of +/- 6 seconds.
 ES0332
 ES0332.The orthometric height was determined by differential leveling
 ES0332.and adjusted in June 1991.
 ES0332
 ES0332.The geoid height was determined by GEOID03.
 ES0332
 ES0332.The dynamic height is computed by dividing the NAVD 88
 ES0332.geopotential number by the normal gravity value computed on the
 ES0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0332.degrees latitude (g = 980.6199 gals.).
 ES0332
 ES0332.The modeled gravity was interpolated from observed gravity values.
 ES0332
 ES0332;                    North         East    Units  Estimated Accuracy
 ES0332;SPC AZ E     -   378,820.       81,230.      MT  (+/- 180 meters Scaled)
 ES0332
 ES0332                          SUPERSEDED SURVEY CONTROL
 ES0332
 ES0332  NGVD 29 (??/??/92) 1252.067  (m)         4107.82   (f) ADJ UNCH    1 2
 ES0332
 ES0332.Superseded values are not recommended for survey control.
 ES0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0332.See file dsdata.txt to determine how the superseded data were derived.
 ES0332
 ES0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD445075(NAD 83)
 ES0332_MARKER: DB = BENCH MARK DISK
 ES0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0332+STABILITY: SURFACE MOTION
 ES0332
 ES0332  HISTORY     - Date     Condition        Report By
 ES0332  HISTORY     - UNK      MONUMENTED       CGS
 ES0332  HISTORY     - 1933     GOOD             NGS
 ES0332  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0332
 ES0332                          STATION DESCRIPTION
 ES0332
 ES0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0332'12.0 MI NW FROM PINE.
 ES0332'CONCRETE POST, AT SIDE OF HIGHWAY, 0.8 MILES NORTHEAST OF IRVING CREEK
 ES0332'POWER PLANT, INSIDE OF HORSESHOE CURVE, 200 FEET SOUTH OF GULCH, 40
 ES0332'FEET WEST OF HIGHWAY CENTER-LINE.
 ES0332
 ES0332                          STATION RECOVERY (1982)
 ES0332
 ES0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0332'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0581 ***********************************************************************
 ET0581  DESIGNATION -  T 290
 ET0581  PID         -  ET0581
 ET0581  STATE/COUNTY-  AZ/YAVAPAI
 ET0581  USGS QUAD   -  BIG SHIPP MOUNTAIN (1986)
 ET0581
 ET0581                         *CURRENT SURVEY CONTROL
 ET0581  ___________________________________________________________________
 ET0581* NAD 83(1986)-  34 31 30.     (N)    113 07 30.     (W)     SCALED    
 ET0581* NAVD 88     -       912.554  (meters)    2993.94   (feet)  POSTED    
 ET0581  ___________________________________________________________________
 ET0581  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 ET0581  DYNAMIC HT  -         911.440 (meters)    2990.28  (feet)  COMP
 ET0581  MODELED GRAV-     979,379.8   (mgal)                       NAVD 88
 ET0581
 ET0581  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0581
 ET0581.The horizontal coordinates were scaled from a topographic map and have
 ET0581.an estimated accuracy of +/- 6 seconds.
 ET0581
 ET0581.The orthometric height was determined by differential leveling
 ET0581.and adjusted in November 2005.
 ET0581.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0581.rate of 2.1 thru 3.0 mm/km.
 ET0581
 ET0581.The geoid height was determined by GEOID03.
 ET0581
 ET0581.The dynamic height is computed by dividing the NAVD 88
 ET0581.geopotential number by the normal gravity value computed on the
 ET0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0581.degrees latitude (g = 980.6199 gals.).
 ET0581
 ET0581.The modeled gravity was interpolated from observed gravity values.
 ET0581
 ET0581;                    North         East    Units  Estimated Accuracy
 ET0581;SPC AZ C     -   391,550.      102,430.      MT  (+/- 180 meters Scaled)
 ET0581
 ET0581                          SUPERSEDED SURVEY CONTROL
 ET0581
 ET0581  NGVD 29 (??/??/92)  911.820  (m)         2991.53   (f) ADJ UNCH    1 2
 ET0581
 ET0581.Superseded values are not recommended for survey control.
 ET0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0581.See file dsdata.txt to determine how the superseded data were derived.
 ET0581
 ET0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD049224(NAD 83)
 ET0581_MARKER: DB = BENCH MARK DISK
 ET0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0581_SP_SET: BRIDGE
 ET0581_STAMPING: T 290 1950
 ET0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0581
 ET0581  HISTORY     - Date     Condition        Report By
 ET0581  HISTORY     - 1950     MONUMENTED       CGS
 ET0581
 ET0581                          STATION DESCRIPTION
 ET0581
 ET0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0581'7.6 MI SE FROM BAGDAD.
 ET0581'7.6 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0581'AT BAGDAD, 0.8 MILE NORTHEAST OF A DIRT ROAD LEADING SOUTHWEST, AT A
 ET0581'SMALL WOODEN BRIDGE OVER A DRY WASH, IN THE TOP OF THE WEST CONCRETE
 ET0581'WING WALL, 12 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 ET0581'1/2 FOOT HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED
 ET0581'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0562 ***********************************************************************
 CZ0562  DESIGNATION -  T 291
 CZ0562  PID         -  CZ0562
 CZ0562  STATE/COUNTY-  AZ/PIMA
 CZ0562  USGS QUAD   -  JAYNES (1992)
 CZ0562
 CZ0562                         *CURRENT SURVEY CONTROL
 CZ0562  ___________________________________________________________________
 CZ0562* NAD 83(1986)-  32 16 23.     (N)    111 00 12.     (W)     SCALED    
 CZ0562* NAVD 88     -       698.77   (+/-2cm)    2292.5    (feet)  VERTCON   
 CZ0562  ___________________________________________________________________
 CZ0562  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0562  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0562
 CZ0562.The horizontal coordinates were scaled from a topographic map and have
 CZ0562.an estimated accuracy of +/- 6 seconds.
 CZ0562
 CZ0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0562.The vertical order pertains to the NGVD 29 superseded value.
 CZ0562
 CZ0562.The geoid height was determined by GEOID03.
 CZ0562
 CZ0562;                    North         East    Units  Estimated Accuracy
 CZ0562;SPC AZ C     -   141,510.      299,400.      MT  (+/- 180 meters Scaled)
 CZ0562
 CZ0562                          SUPERSEDED SURVEY CONTROL
 CZ0562
 CZ0562  NGVD 29 (??/??/92)  698.106  (m)         2290.37   (f) ADJ UNCH    1 2
 CZ0562
 CZ0562.Superseded values are not recommended for survey control.
 CZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0562.See file dsdata.txt to determine how the superseded data were derived.
 CZ0562
 CZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA996707(NAD 83)
 CZ0562_MARKER: DB = BENCH MARK DISK
 CZ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0562_STAMPING: T 291 1951
 CZ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0562+STABILITY: SURFACE MOTION
 CZ0562
 CZ0562  HISTORY     - Date     Condition        Report By
 CZ0562  HISTORY     - 1951     MONUMENTED       CGS
 CZ0562
 CZ0562                          STATION DESCRIPTION
 CZ0562
 CZ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0562'2.5 MI SE FROM JAYNES.
 CZ0562'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY AND THE SOUTHERN PACIFIC
 CZ0562'RAILROAD FROM THE RAILROAD STATION AT JAYNES, AT THE GILPIN AIRPORT,
 CZ0562'0.2 MILE SOUTHEAST OF THE CONTROL TOWER BUILDING, AT THE SOUTHEAST END
 CZ0562'OF AND AT THE N.E. EDGE OF THE SOUTHEAST-NORTHWEST RUNWAY, 30.0 FEET
 CZ0562'SOUTHWEST OF A SOUTHEAST-NORTHWEST GRAVEL ROAD, 2.6 FEET SOUTH OF A
 CZ0562'WITNESS POST, 1.7 FEET NORTHWEST OF A NORTH-SOUTH FENCELINE, IN THE
 CZ0562'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0900 ***********************************************************************
 CZ0900  DESIGNATION -  T 292
 CZ0900  PID         -  CZ0900
 CZ0900  STATE/COUNTY-  AZ/PIMA
 CZ0900  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0900
 CZ0900                         *CURRENT SURVEY CONTROL
 CZ0900  ___________________________________________________________________
 CZ0900* NAD 83(1986)-  32 27 04.     (N)    111 32 51.     (W)     SCALED    
 CZ0900* NAVD 88     -       692.79   (+/-2cm)    2272.9    (feet)  VERTCON   
 CZ0900  ___________________________________________________________________
 CZ0900  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0900
 CZ0900.The horizontal coordinates were scaled from a topographic map and have
 CZ0900.an estimated accuracy of +/- 6 seconds.
 CZ0900
 CZ0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0900.The vertical order pertains to the NGVD 29 superseded value.
 CZ0900
 CZ0900.The geoid height was determined by GEOID03.
 CZ0900
 CZ0900;                    North         East    Units  Estimated Accuracy
 CZ0900;SPC AZ C     -   160,950.      248,070.      MT  (+/- 180 meters Scaled)
 CZ0900
 CZ0900                          SUPERSEDED SURVEY CONTROL
 CZ0900
 CZ0900  NGVD 29 (??/??/92)  692.223  (m)         2271.07   (f) ADJ UNCH    2 0
 CZ0900
 CZ0900.Superseded values are not recommended for survey control.
 CZ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0900.See file dsdata.txt to determine how the superseded data were derived.
 CZ0900
 CZ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA485905(NAD 83)
 CZ0900_MARKER: DB = BENCH MARK DISK
 CZ0900_SETTING: 80 = SET IN A BOULDER
 CZ0900_SP_SET: BOULDER
 CZ0900_STAMPING: T 292 1951
 CZ0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0900+STABILITY: SURFACE MOTION
 CZ0900
 CZ0900  HISTORY     - Date     Condition        Report By
 CZ0900  HISTORY     - 1951     MONUMENTED       CGS
 CZ0900
 CZ0900                          STATION DESCRIPTION
 CZ0900
 CZ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0900'2.8 MI NE FROM SILVER BELL CEMETERY.
 CZ0900'2.8 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0900'CEMETERY, 0.05 MILE SOUTHEAST OF AN INTERSECTION WITH AN OLD RAILROAD
 CZ0900'BED, AT A POINT WHERE A SMALL WASH CROSSES THE ROAD, AND SET IN THE
 CZ0900'TOP OF A 3 BY 3 FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND AND
 CZ0900'LOCATED ON THE SOUTH BANK OF THE WASH, 74 FEET EAST ALONG A WASH FROM
 CZ0900'THE CENTER LINE OF THE ROAD, 46 FEET NORTHEAST OF THE CENTER LINE OF
 CZ0900'THE ROAD, AND 4 FEET SOUTH OF THE CENTER LINE OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0573 ***********************************************************************
 CZ0573  DESIGNATION -  T 293
 CZ0573  PID         -  CZ0573
 CZ0573  STATE/COUNTY-  AZ/PIMA
 CZ0573  USGS QUAD   -  MARANA (1992)
 CZ0573
 CZ0573                         *CURRENT SURVEY CONTROL
 CZ0573  ___________________________________________________________________
 CZ0573* NAD 83(1986)-  32 24 23.     (N)    111 12 21.     (W)     SCALED    
 CZ0573* NAVD 88     -       620.21   (+/-2cm)    2034.8    (feet)  VERTCON   
 CZ0573  ___________________________________________________________________
 CZ0573  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CZ0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0573
 CZ0573.The horizontal coordinates were scaled from a topographic map and have
 CZ0573.an estimated accuracy of +/- 6 seconds.
 CZ0573
 CZ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0573.The vertical order pertains to the NGVD 29 superseded value.
 CZ0573
 CZ0573.The geoid height was determined by GEOID03.
 CZ0573
 CZ0573;                    North         East    Units  Estimated Accuracy
 CZ0573;SPC AZ C     -   156,150.      280,230.      MT  (+/- 180 meters Scaled)
 CZ0573
 CZ0573                          SUPERSEDED SURVEY CONTROL
 CZ0573
 CZ0573  NGVD 29 (??/??/92)  619.607  (m)         2032.83   (f) ADJ UNCH    2 0
 CZ0573
 CZ0573.Superseded values are not recommended for survey control.
 CZ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0573.See file dsdata.txt to determine how the superseded data were derived.
 CZ0573
 CZ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA806855(NAD 83)
 CZ0573_MARKER: DB = BENCH MARK DISK
 CZ0573_SETTING: 0 = UNSPECIFIED SETTING
 CZ0573_STAMPING: T 293 1951
 CZ0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0573
 CZ0573  HISTORY     - Date     Condition        Report By
 CZ0573  HISTORY     - 1951     MONUMENTED       CGS
 CZ0573  HISTORY     - 1967     GOOD             USGS
 CZ0573
 CZ0573                          STATION DESCRIPTION
 CZ0573
 CZ0573'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0573'4.6 MI W FROM RILLITO.
 CZ0573'4.6 MILES WEST OF RILLITO FROM THE RAILROAD DEPOT AT RILLITO, GO SOUTH
 CZ0573'ON U.S. INTERSTATE 10 FOR 1.5 MILES TO AVRA ROAD, THEN WEST (RIGHT)
 CZ0573'FOR 5.0 MILES TO SIDE ROAD NORTH (RIGHT).  AT THIS POINT TAKE A SHARP
 CZ0573'RIGHT (ABOUT 135 DEGRESS) AND TAKE DIM TRACK ROAD NE FOR ABOUT 0.55
 CZ0573'MILE TO JUNCTION WITH THE ABANDONED (SILVERBELL) ROAD. THEN BM IS
 CZ0573'ABOUT 45 FEET NW OF THE ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0647 ***********************************************************************
 CZ0647  DESIGNATION -  T 294
 CZ0647  PID         -  CZ0647
 CZ0647  STATE/COUNTY-  AZ/PIMA
 CZ0647  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0647
 CZ0647                         *CURRENT SURVEY CONTROL
 CZ0647  ___________________________________________________________________
 CZ0647* NAD 83(1986)-  32 21 42.     (N)    111 22 21.     (W)     SCALED    
 CZ0647* NAVD 88     -       634.35   (+/-2cm)    2081.2    (feet)  VERTCON   
 CZ0647  ___________________________________________________________________
 CZ0647  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0647
 CZ0647.The horizontal coordinates were scaled from a topographic map and have
 CZ0647.an estimated accuracy of +/- 6 seconds.
 CZ0647
 CZ0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0647.The vertical order pertains to the NGVD 29 superseded value.
 CZ0647
 CZ0647.The geoid height was determined by GEOID03.
 CZ0647
 CZ0647;                    North         East    Units  Estimated Accuracy
 CZ0647;SPC AZ C     -   151,100.      264,570.      MT  (+/- 180 meters Scaled)
 CZ0647
 CZ0647                          SUPERSEDED SURVEY CONTROL
 CZ0647
 CZ0647  NGVD 29 (??/??/92)  633.778  (m)         2079.32   (f) ADJ UNCH    2 0
 CZ0647
 CZ0647.Superseded values are not recommended for survey control.
 CZ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0647.See file dsdata.txt to determine how the superseded data were derived.
 CZ0647
 CZ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA649805(NAD 83)
 CZ0647_MARKER: DB = BENCH MARK DISK
 CZ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0647_STAMPING: T 294 1951
 CZ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0647+STABILITY: SURFACE MOTION
 CZ0647
 CZ0647  HISTORY     - Date     Condition        Report By
 CZ0647  HISTORY     - 1951     MONUMENTED       CGS
 CZ0647  HISTORY     - 1962     GOOD             NGS
 CZ0647
 CZ0647                          STATION DESCRIPTION
 CZ0647
 CZ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0647'19.75 MI W FROM CORTARO.
 CZ0647'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0647'CORTARO, THENCE 15.3 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE
 CZ0647'0.75 MILES SOUTH ALONG AN OILED ROAD ALONG THE SOUTH SIDE OF THE
 CZ0647'TUCSON COMPRESSOR AIRPORT, 20.6 FEET WEST-SOUTHWEST OF THE CENTER OF A
 CZ0647'METAL GATE, 5.3 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1.2 FEET NORTH
 CZ0647'OF A WHITE WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH
 CZ0647'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0939 ***********************************************************************
 CZ0939  DESIGNATION -  T 295
 CZ0939  PID         -  CZ0939
 CZ0939  STATE/COUNTY-  AZ/PIMA
 CZ0939  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0939
 CZ0939                         *CURRENT SURVEY CONTROL
 CZ0939  ___________________________________________________________________
 CZ0939* NAD 83(1986)-  32 28 46.     (N)    111 30 39.     (W)     SCALED    
 CZ0939* NAVD 88     -       653.34   (+/-2cm)    2143.5    (feet)  VERTCON   
 CZ0939  ___________________________________________________________________
 CZ0939  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0939
 CZ0939.The horizontal coordinates were scaled from a topographic map and have
 CZ0939.an estimated accuracy of +/- 6 seconds.
 CZ0939
 CZ0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0939.The vertical order pertains to the NGVD 29 superseded value.
 CZ0939
 CZ0939.The geoid height was determined by GEOID03.
 CZ0939
 CZ0939;                    North         East    Units  Estimated Accuracy
 CZ0939;SPC AZ C     -   164,100.      251,500.      MT  (+/- 180 meters Scaled)
 CZ0939
 CZ0939                          SUPERSEDED SURVEY CONTROL
 CZ0939
 CZ0939  NGVD 29 (??/??/92)  652.785  (m)         2141.68   (f) ADJ UNCH    2 0
 CZ0939
 CZ0939.Superseded values are not recommended for survey control.
 CZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0939.See file dsdata.txt to determine how the superseded data were derived.
 CZ0939
 CZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA520936(NAD 83)
 CZ0939_MARKER: DB = BENCH MARK DISK
 CZ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0939_STAMPING: T 295 1951
 CZ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0939+STABILITY: SURFACE MOTION
 CZ0939
 CZ0939  HISTORY     - Date     Condition        Report By
 CZ0939  HISTORY     - 1951     MONUMENTED       CGS
 CZ0939
 CZ0939                          STATION DESCRIPTION
 CZ0939
 CZ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0939'7.0 MI NE FROM SILVER BELL.
 CZ0939'6.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER
 CZ0939'BELL, THENCE 0.3 MILE SOUTHEAST ALONG SILVER BELL ROAD, INSIDE OF A
 CZ0939'TRIANGLE FORMED BY A Y JUNCTION OF A ROAD LEADING SOUTH, 0.3 MILE
 CZ0939'SOUTHEAST OF A INTERSECTION AND (A.D.S. 13 USGS), 176 FEET SOUTHEAST
 CZ0939'OF THE NORTHWEST CORNER OF THE TRIANGLE, 128 FEET WEST OF THE EAST
 CZ0939'CORNER OF THE TRIANGLE, 60 FEET SOUTHWEST OF THE CENTER LINE OF SILVER
 CZ0939'BELL ROAD, 3.7 FEET NORTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER
 CZ0939'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ0939'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0819 ***********************************************************************
 CZ0819  DESIGNATION -  T 296
 CZ0819  PID         -  CZ0819
 CZ0819  STATE/COUNTY-  AZ/PIMA
 CZ0819  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0819
 CZ0819                         *CURRENT SURVEY CONTROL
 CZ0819  ___________________________________________________________________
 CZ0819* NAD 83(1986)-  32 08 45.     (N)    111 10 12.     (W)     SCALED    
 CZ0819* NAVD 88     -       728.72   (+/-2cm)    2390.8    (feet)  VERTCON   
 CZ0819  ___________________________________________________________________
 CZ0819  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0819
 CZ0819.This mark is at Ryan Field Airport (RYN)
 CZ0819
 CZ0819.The horizontal coordinates were scaled from a topographic map and have
 CZ0819.an estimated accuracy of +/- 6 seconds.
 CZ0819
 CZ0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0819.The vertical order pertains to the NGVD 29 superseded value.
 CZ0819
 CZ0819.The geoid height was determined by GEOID03.
 CZ0819
 CZ0819;                    North         East    Units  Estimated Accuracy
 CZ0819;SPC AZ C     -   127,280.      283,800.      MT  (+/- 180 meters Scaled)
 CZ0819
 CZ0819                          SUPERSEDED SURVEY CONTROL
 CZ0819
 CZ0819  NGVD 29 (??/??/92)  728.040  (m)         2388.58   (f) ADJ UNCH    2 0
 CZ0819
 CZ0819.Superseded values are not recommended for survey control.
 CZ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0819.See file dsdata.txt to determine how the superseded data were derived.
 CZ0819
 CZ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA839566(NAD 83)
 CZ0819_MARKER: DB = BENCH MARK DISK
 CZ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0819_STAMPING: T 296 1951
 CZ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0819+STABILITY: SURFACE MOTION
 CZ0819
 CZ0819  HISTORY     - Date     Condition        Report By
 CZ0819  HISTORY     - 1951     MONUMENTED       CGS
 CZ0819  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 CZ0819  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 CZ0819  HISTORY     - 19951218 MARK NOT FOUND   CHANCE
 CZ0819
 CZ0819                          STATION DESCRIPTION
 CZ0819
 CZ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0819'12.7 MI SW FROM TUCSON.
 CZ0819'12.7 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0819'STATE HIGHWAY 86 TO THE ENTRANCE OF THE RYAN AIRPORT, THENCE 0.2 MILE
 CZ0819'NORTHWEST TO THE MAIN CONTROL TOWER, THENCE 0.55 MILE NORTHEAST OF THE
 CZ0819'MAIN CONTROL TOWER TO THE NORTHEAST CORNER OF RYAN AIRPORT, 161 FEET
 CZ0819'NORTH OF THE NORTHEAST CORNER OF THE EAST ONE OF TWO NORTH-SOUTH
 CZ0819'RUNWAYS, 4.4 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ0819'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CZ0819'ABOVE THE GROUND.
 CZ0819
 CZ0819                          STATION RECOVERY (1979)
 CZ0819
 CZ0819'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0819'MARK NOT FOUND.
 CZ0819
 CZ0819                          STATION RECOVERY (1995)
 CZ0819
 CZ0819'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0819'MARK NOT FOUND.
 CZ0819
 CZ0819                          STATION RECOVERY (1995)
 CZ0819
 CZ0819'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 CZ0819'RECOVERY NOTE BY CHANCE 1995 MARK NOT FOUND - SEARCHED 0.5
 CZ0819'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1224 ***********************************************************************
 CZ1224  DESIGNATION -  T 297
 CZ1224  PID         -  CZ1224
 CZ1224  STATE/COUNTY-  AZ/PINAL
 CZ1224  USGS QUAD   -  VAIVA VO (1993)
 CZ1224
 CZ1224                         *CURRENT SURVEY CONTROL
 CZ1224  ___________________________________________________________________
 CZ1224* NAD 83(1986)-  32 41 37.     (N)    111 55 49.     (W)     SCALED    
 CZ1224* NAVD 88     -       443.48   (+/-2cm)    1455.0    (feet)  VERTCON   
 CZ1224  ___________________________________________________________________
 CZ1224  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1224
 CZ1224.The horizontal coordinates were scaled from a topographic map and have
 CZ1224.an estimated accuracy of +/- 6 seconds.
 CZ1224
 CZ1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1224.The vertical order pertains to the NGVD 29 superseded value.
 CZ1224
 CZ1224.The geoid height was determined by GEOID03.
 CZ1224
 CZ1224;                    North         East    Units  Estimated Accuracy
 CZ1224;SPC AZ C     -   187,780.      212,080.      MT  (+/- 180 meters Scaled)
 CZ1224
 CZ1224                          SUPERSEDED SURVEY CONTROL
 CZ1224
 CZ1224  NGVD 29 (??/??/92)  442.87   (m)         1453.0    (f) COMPUTED    2 0
 CZ1224
 CZ1224.Superseded values are not recommended for survey control.
 CZ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1224.See file dsdata.txt to determine how the superseded data were derived.
 CZ1224
 CZ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB127177(NAD 83)
 CZ1224_MARKER: DB = BENCH MARK DISK
 CZ1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1224_STAMPING: T 297 1951
 CZ1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1224+STABILITY: SURFACE MOTION
 CZ1224
 CZ1224  HISTORY     - Date     Condition        Report By
 CZ1224  HISTORY     - 1951     MONUMENTED       CGS
 CZ1224
 CZ1224                          STATION DESCRIPTION
 CZ1224
 CZ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1224'1.3 MI S FROM COCKLEBUR.
 CZ1224'1.3 MILES SOUTH ALONG A TRACK ROAD FROM THE WATER WELL AT THE INDIAN
 CZ1224'VILLAGE AT COCKLEBUR, ABOUT 100 YARDS SOUTH OF A POINT WHERE THE ROAD
 CZ1224'CROSSES A WASH, IN A CLEARING, 32 1/2 FEET WEST OF THE CENTER LINE OF
 CZ1224'THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CZ1224'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1224'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0635 ***********************************************************************
 DA0635  DESIGNATION -  T 298
 DA0635  PID         -  DA0635
 DA0635  STATE/COUNTY-  AZ/MARICOPA
 DA0635  USGS QUAD   -  SOUTH OF GILA BEND (1986)
 DA0635
 DA0635                         *CURRENT SURVEY CONTROL
 DA0635  ___________________________________________________________________
 DA0635* NAD 83(1986)-  32 49 39.     (N)    112 37 59.     (W)     SCALED    
 DA0635* NAVD 88     -       333.72   (+/-2cm)    1094.9    (feet)  VERTCON   
 DA0635  ___________________________________________________________________
 DA0635  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DA0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0635
 DA0635.The horizontal coordinates were scaled from a topographic map and have
 DA0635.an estimated accuracy of +/- 6 seconds.
 DA0635
 DA0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0635.The vertical order pertains to the NGVD 29 superseded value.
 DA0635
 DA0635.The geoid height was determined by GEOID03.
 DA0635
 DA0635;                    North         East    Units  Estimated Accuracy
 DA0635;SPC AZ C     -   202,850.      146,290.      MT  (+/- 180 meters Scaled)
 DA0635
 DA0635                          SUPERSEDED SURVEY CONTROL
 DA0635
 DA0635  NGVD 29 (??/??/92)  333.092  (m)         1092.82   (f) ADJ UNCH    2 0
 DA0635
 DA0635.Superseded values are not recommended for survey control.
 DA0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0635.See file dsdata.txt to determine how the superseded data were derived.
 DA0635
 DA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB471333(NAD 83)
 DA0635_MARKER: DB = BENCH MARK DISK
 DA0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0635_STAMPING: T 298 1951
 DA0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0635+STABILITY: SURFACE MOTION
 DA0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0635+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0635
 DA0635  HISTORY     - Date     Condition        Report By
 DA0635  HISTORY     - 1951     MONUMENTED       CGS
 DA0635  HISTORY     - 1980     GOOD             USGS
 DA0635  HISTORY     - 20090206 GOOD             GEOCAC
 DA0635
 DA0635                          STATION DESCRIPTION
 DA0635
 DA0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0635'10.6 MI SE FROM GILA BEND.
 DA0635'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0635'COMPANY RAILROAD AT GILA, THENCE 1.9 MILES SOUTH ALONG A GRADED ROAD,
 DA0635'THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE SOUTH ALONG
 DA0635'A TRACK ROAD, THENCE 6.6 MILES SOUTHEAST ALONG A TRACK ROAD ON A ROCKY
 DA0635'BARREN PATCH INSIDE OF THE SOUTHEAST END OF A SMALL LOOP FORMED BY THE
 DA0635'OLD AND PRESENT ROADS, 20 1/2 FEET SOUTHWEST OF THE OLD ROAD, 19 FEET
 DA0635'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHWEST OF A
 DA0635'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0635'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0635
 DA0635                          STATION RECOVERY (1980)
 DA0635
 DA0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0635'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0635'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0635'NINEMILE WELL, HENCE PROCEED EAST AND SE FOR 2.35 MILES ON TRACK ROAD
 DA0635'TO BM ON NE. BM IS ON A ROCKLY BARREN PATCH INSIDE OF THE SE END OF A
 DA0635'SMALL LOOP FORMED BY THE OLD AND PRESENT ROADS, 19 FT NE OF THE
 DA0635'CENTER OF THE ROAD, 2.6 FT SW OF A 4X4 WITNESS POST, SET IN THE TOP
 DA0635'OF A CONCRETE POST PROJECTING 0.4 FT AND ABOUT LEVEL WITH THE ROAD.
 DA0635
 DA0635                          STATION RECOVERY (2009)
 DA0635
 DA0635'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0635'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0635'32 49 38.8 (N)   112 38 00.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1372 ***********************************************************************
 CZ1372  DESIGNATION -  T 299
 CZ1372  PID         -  CZ1372
 CZ1372  STATE/COUNTY-  AZ/PINAL
 CZ1372  USGS QUAD   -  ELOY NW (1981)
 CZ1372
 CZ1372                         *CURRENT SURVEY CONTROL
 CZ1372  ___________________________________________________________________
 CZ1372* NAD 83(1986)-  32 40 10.     (N)    111 43 25.     (W)     SCALED    
 CZ1372* NAVD 88     -       468.09   (+/-2cm)    1535.7    (feet)  VERTCON   
 CZ1372  ___________________________________________________________________
 CZ1372  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ1372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1372
 CZ1372.The horizontal coordinates were scaled from a topographic map and have
 CZ1372.an estimated accuracy of +/- 6 seconds.
 CZ1372
 CZ1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1372.The vertical order pertains to the NGVD 29 superseded value.
 CZ1372
 CZ1372.The geoid height was determined by GEOID03.
 CZ1372
 CZ1372;                    North         East    Units  Estimated Accuracy
 CZ1372;SPC AZ C     -   185,110.      231,470.      MT  (+/- 180 meters Scaled)
 CZ1372
 CZ1372                          SUPERSEDED SURVEY CONTROL
 CZ1372
 CZ1372  NGVD 29 (??/??/92)  467.509  (m)         1533.82   (f) ADJ UNCH    2 0
 CZ1372
 CZ1372.Superseded values are not recommended for survey control.
 CZ1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1372.See file dsdata.txt to determine how the superseded data were derived.
 CZ1372
 CZ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB321148(NAD 83)
 CZ1372_MARKER: DB = BENCH MARK DISK
 CZ1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1372_STAMPING: T 299 1952
 CZ1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1372+STABILITY: SURFACE MOTION
 CZ1372
 CZ1372  HISTORY     - Date     Condition        Report By
 CZ1372  HISTORY     - 1952     MONUMENTED       CGS
 CZ1372  HISTORY     - 1966     GOOD             NGS
 CZ1372
 CZ1372                          STATION DESCRIPTION
 CZ1372
 CZ1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1372'7.6 MI SE FROM WHITE HORSE PASS.
 CZ1372'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1372'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1372'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.7 MILES EAST ALONG
 CZ1372'A TRACK ROAD, THENCE 0.6 MILE SOUTHEAST ALONG A DIM TRACK ROAD, AT A
 CZ1372'NORTH-SOUTH FENCE LINE, 0.2 MILE SOUTH OF A RESERVOIR, 1.8 FEET WEST
 CZ1372'OF THE FENCE, 1.4 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF
 CZ1372'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 CZ1372
 CZ1372                          STATION RECOVERY (1966)
 CZ1372
 CZ1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0040 ***********************************************************************
 FQ0040  DESIGNATION -  T 3
 FQ0040  PID         -  FQ0040
 FQ0040  STATE/COUNTY-  AZ/COCONINO
 FQ0040  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0040
 FQ0040                         *CURRENT SURVEY CONTROL
 FQ0040  ___________________________________________________________________
 FQ0040* NAD 83(1986)-  35 05 28.     (N)    110 55 56.     (W)     SCALED    
 FQ0040* NAVD 88     -      1538.754  (meters)    5048.40   (feet)  ADJUSTED  
 FQ0040  ___________________________________________________________________
 FQ0040  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FQ0040  DYNAMIC HT  -        1536.704 (meters)    5041.67  (feet)  COMP
 FQ0040  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 FQ0040
 FQ0040  VERT ORDER  -  FIRST     CLASS II
 FQ0040
 FQ0040.The horizontal coordinates were scaled from a topographic map and have
 FQ0040.an estimated accuracy of +/- 6 seconds.
 FQ0040
 FQ0040.The orthometric height was determined by differential leveling
 FQ0040.and adjusted in June 1991.
 FQ0040
 FQ0040.The geoid height was determined by GEOID03.
 FQ0040
 FQ0040.The dynamic height is computed by dividing the NAVD 88
 FQ0040.geopotential number by the normal gravity value computed on the
 FQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0040.degrees latitude (g = 980.6199 gals.).
 FQ0040
 FQ0040.The modeled gravity was interpolated from observed gravity values.
 FQ0040
 FQ0040;                    North         East    Units  Estimated Accuracy
 FQ0040;SPC AZ C     -   454,130.      303,120.      MT  (+/- 180 meters Scaled)
 FQ0040
 FQ0040                          SUPERSEDED SURVEY CONTROL
 FQ0040
 FQ0040  NGVD 29 (??/??/92) 1537.954  (m)         5045.77   (f) ADJ UNCH    1 2
 FQ0040
 FQ0040.Superseded values are not recommended for survey control.
 FQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0040.See file dsdata.txt to determine how the superseded data were derived.
 FQ0040
 FQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD061831(NAD 83)
 FQ0040_MARKER: DB = BENCH MARK DISK
 FQ0040_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0040_SP_SET: ROCK OUTCROP
 FQ0040_STAMPING: 5045.692
 FQ0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0040+STABILITY: POSITION/ELEVATION WELL
 FQ0040
 FQ0040  HISTORY     - Date     Condition        Report By
 FQ0040  HISTORY     - UNK      MONUMENTED       CGS
 FQ0040  HISTORY     - 1934     GOOD             NGS
 FQ0040  HISTORY     - 1968     MARK NOT FOUND   USGS
 FQ0040  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0040
 FQ0040                          STATION DESCRIPTION
 FQ0040
 FQ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0040'1.6 MI NW FROM DENNISON.
 FQ0040'1.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FQ0040'FROM THE STATION AT DENNISON, COCONINO COUNTY, 30 YARDS WEST OF
 FQ0040'MILEPOST 300, 27-1/2 FEET WEST OF THE NORTHWEST SUPPORT OF A RAIL
 FQ0040'RACK, 27.3 FEET NORTHWEST OF A POLE, 28.7 FEET SOUTHWEST OF THE
 FQ0040'CENTERLINE OF THE SOUTHWEST TRACK, AND IN THE TOP OF A ROCK OUTCROP
 FQ0040'ABOUT FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED 5045.692.
 FQ0040'NOTE-- IT MAY EITHER BE COVERED UP OR SCRAPED AWAY BY A BULLDOZER.
 FQ0040'THERE WERE BULLDOZER TRACKS IN THE AREA.
 FQ0040
 FQ0040                          STATION RECOVERY (1968)
 FQ0040
 FQ0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0040'MARK NOT FOUND.
 FQ0040
 FQ0040                          STATION RECOVERY (1983)
 FQ0040
 FQ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0458 ***********************************************************************
 ES0458  DESIGNATION -  T 30
 ES0458  PID         -  ES0458
 ES0458  STATE/COUNTY-  AZ/YAVAPAI
 ES0458  USGS QUAD   -  CAMP VERDE (1969)
 ES0458
 ES0458                         *CURRENT SURVEY CONTROL
 ES0458  ___________________________________________________________________
 ES0458* NAD 83(1986)-  34 33 01.     (N)    111 51 02.     (W)     SCALED    
 ES0458* NAVD 88     -       936.866  (meters)    3073.70   (feet)  ADJUSTED  
 ES0458  ___________________________________________________________________
 ES0458  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0458  DYNAMIC HT  -         935.696 (meters)    3069.86  (feet)  COMP
 ES0458  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 ES0458
 ES0458  VERT ORDER  -  FIRST     CLASS II
 ES0458
 ES0458.The horizontal coordinates were scaled from a topographic map and have
 ES0458.an estimated accuracy of +/- 6 seconds.
 ES0458
 ES0458.The orthometric height was determined by differential leveling
 ES0458.and adjusted in June 1991.
 ES0458
 ES0458.The geoid height was determined by GEOID03.
 ES0458
 ES0458.The dynamic height is computed by dividing the NAVD 88
 ES0458.geopotential number by the normal gravity value computed on the
 ES0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0458.degrees latitude (g = 980.6199 gals.).
 ES0458
 ES0458.The modeled gravity was interpolated from observed gravity values.
 ES0458
 ES0458;                    North         East    Units  Estimated Accuracy
 ES0458;SPC AZ C     -   393,690.      219,430.      MT  (+/- 180 meters Scaled)
 ES0458
 ES0458                          SUPERSEDED SURVEY CONTROL
 ES0458
 ES0458  NGVD 29 (??/??/92)  936.157  (m)         3071.38   (f) ADJ UNCH    1 2
 ES0458
 ES0458.Superseded values are not recommended for survey control.
 ES0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0458.See file dsdata.txt to determine how the superseded data were derived.
 ES0458
 ES0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD219235(NAD 83)
 ES0458_MARKER: DB = BENCH MARK DISK
 ES0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0458_SP_SET: CURB
 ES0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0458
 ES0458  HISTORY     - Date     Condition        Report By
 ES0458  HISTORY     - UNK      MONUMENTED       CGS
 ES0458  HISTORY     - 1933     GOOD             NGS
 ES0458  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0458
 ES0458                          STATION DESCRIPTION
 ES0458
 ES0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0458'0.9 MI SE FROM CAMP VERDE.
 ES0458'VERDE RIVER CONCRETE ARCH HIGHWAY BRIDGE, SOUTHEAST END OF, NORTHEAST
 ES0458'SIDE OF HIGHWAY, ON TOP OF CONCRETE CURB.
 ES0458
 ES0458                          STATION RECOVERY (1982)
 ES0458
 ES0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0458'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0011 ***********************************************************************
 GP0011  DESIGNATION -  T 30
 GP0011  PID         -  GP0011
 GP0011  STATE/COUNTY-  AZ/NAVAJO
 GP0011  USGS QUAD   -  MYSTERY VALLEY (1988)
 GP0011
 GP0011                         *CURRENT SURVEY CONTROL
 GP0011  ___________________________________________________________________
 GP0011* NAD 83(1986)-  36 53 14.     (N)    110 14 53.     (W)     SCALED    
 GP0011* NAVD 88     -      1616.912  (meters)    5304.82   (feet)  ADJUSTED  
 GP0011  ___________________________________________________________________
 GP0011  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 GP0011  DYNAMIC HT  -        1615.028 (meters)    5298.64  (feet)  COMP
 GP0011  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 GP0011
 GP0011  VERT ORDER  -  FIRST     CLASS II
 GP0011
 GP0011.The horizontal coordinates were scaled from a topographic map and have
 GP0011.an estimated accuracy of +/- 6 seconds.
 GP0011
 GP0011.The orthometric height was determined by differential leveling
 GP0011.and adjusted in June 1991.
 GP0011
 GP0011.The geoid height was determined by GEOID03.
 GP0011
 GP0011.The dynamic height is computed by dividing the NAVD 88
 GP0011.geopotential number by the normal gravity value computed on the
 GP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0011.degrees latitude (g = 980.6199 gals.).
 GP0011
 GP0011.The modeled gravity was interpolated from observed gravity values.
 GP0011
 GP0011;                    North         East    Units  Estimated Accuracy
 GP0011;SPC AZ E     -   652,960.      206,110.      MT  (+/- 180 meters Scaled)
 GP0011
 GP0011                          SUPERSEDED SURVEY CONTROL
 GP0011
 GP0011  NGVD 29 (??/??/92) 1615.998  (m)         5301.82   (f) ADJ UNCH    1 2
 GP0011
 GP0011.Superseded values are not recommended for survey control.
 GP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0011.See file dsdata.txt to determine how the superseded data were derived.
 GP0011
 GP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF670826(NAD 83)
 GP0011_MARKER: DB = BENCH MARK DISK
 GP0011_SETTING: 66 = SET IN ROCK OUTCROP
 GP0011_SP_SET: OUTCROP
 GP0011_STAMPING: 5301 820 T 30 1933
 GP0011_MARK LOGO: CGS   
 GP0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0011+STABILITY: POSITION/ELEVATION WELL
 GP0011
 GP0011  HISTORY     - Date     Condition        Report By
 GP0011  HISTORY     - 1933     MONUMENTED       CGS
 GP0011  HISTORY     - 1934     GOOD             NGS
 GP0011  HISTORY     - 1983     GOOD             NGS
 GP0011
 GP0011                          STATION DESCRIPTION
 GP0011
 GP0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0011'13.6 MI NE FROM KAYENTA.
 GP0011'13.6 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0011'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, AT THE BASE OF A
 GP0011'HILL, 65 YARDS SOUTH OF THE CENTERLINE OF A WASH, AT THE NORTH SIDE OF
 GP0011'THE NORTHWEST END OF A GROUP OF SANDSTONE OUTCROPS, 36 FEET SOUTHEAST
 GP0011'OF THE CENTERLINE OF THE ROAD, IN A 3- BY 4-FOOT FLAT SURFACE ON THE
 GP0011'TOP OF AN OUTCROP, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 GP0011'STAMPED 5301 820 T 30 1933.
 GP0011
 GP0011                          STATION RECOVERY (1983)
 GP0011
 GP0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0011'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.3 KM
 GP0011'(14.45 MI) NORTHERLY ALONG U. S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0011'U.S. HIGHWAY 163 IN KAYENTA, 0.2 KM (0.1 MI) NORTH OF MILEPOST 408, IN
 GP0011'THE NORTHWEST EDGE OF A VERY LARGE EXPOSED AREA OF OUTCROPPING
 GP0011'BEDROCK, 65.5 METERS (214.9 FT) SOUTH-SOUTHEAST OF THE EAST END OF A
 GP0011'60-INCH METAL PIPE CULVERT, 55.7 METERS (182.7 FT) EAST OF THE
 GP0011'CENTERLINE OF THE HIGHWAY, 33.4 METERS (109.6 FT) EAST OF A FENCE,
 GP0011'2.3 METERS (7.5 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP, AND
 GP0011'1.6 METERS (5.2 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
 GP0011'THE MARK IS 33.4 METERS  E FROM A WITNESS POST.
 GP0011'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0084 ***********************************************************************
 DA0084  DESIGNATION -  T 300
 DA0084  PID         -  DA0084
 DA0084  STATE/COUNTY-  AZ/PINAL
 DA0084  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0084
 DA0084                         *CURRENT SURVEY CONTROL
 DA0084  ___________________________________________________________________
 DA0084* NAD 83(1986)-  32 51 16.     (N)    112 04 59.     (W)     SCALED    
 DA0084* NAVD 88     -       468.39   (+/-2cm)    1536.7    (feet)  VERTCON   
 DA0084  ___________________________________________________________________
 DA0084  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0084
 DA0084.The horizontal coordinates were scaled from a topographic map and have
 DA0084.an estimated accuracy of +/- 6 seconds.
 DA0084
 DA0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0084.The vertical order pertains to the NGVD 29 superseded value.
 DA0084
 DA0084.The geoid height was determined by GEOID03.
 DA0084
 DA0084;                    North         East    Units  Estimated Accuracy
 DA0084;SPC AZ C     -   205,620.      197,790.      MT  (+/- 180 meters Scaled)
 DA0084
 DA0084                          SUPERSEDED SURVEY CONTROL
 DA0084
 DA0084  NGVD 29 (??/??/92)  467.776  (m)         1534.70   (f) ADJ UNCH    2 0
 DA0084
 DA0084.Superseded values are not recommended for survey control.
 DA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0084.See file dsdata.txt to determine how the superseded data were derived.
 DA0084
 DA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB986356(NAD 83)
 DA0084_MARKER: DB = BENCH MARK DISK
 DA0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0084_STAMPING: T 300 1952
 DA0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0084+STABILITY: SURFACE MOTION
 DA0084
 DA0084  HISTORY     - Date     Condition        Report By
 DA0084  HISTORY     - 1952     MONUMENTED       CGS
 DA0084  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0084
 DA0084                          STATION DESCRIPTION
 DA0084
 DA0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0084'7.2 MI W FROM STANFIELD.
 DA0084'7.2 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0084'STANFIELD AT THE T JUNCTION OF HIDDEN VALLEY ROAD, WHICH LEADS
 DA0084'NORTHEAST, 49.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY MEASURED
 DA0084'FROM THE APPROXIMENT CENTER OF THE JUNCTION, 0.9 FOOT NORTH OF A
 DA0084'FENCE, 1.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0084'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0084'WITH THE HIGHWAY.  NOTE-- THE SITE HAS HAD HEAVY EQUIPMENT WORKING.
 DA0084
 DA0084                          STATION RECOVERY (1963)
 DA0084
 DA0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0408 ***********************************************************************
 CG0408  DESIGNATION -  T 301
 CG0408  PID         -  CG0408
 CG0408  STATE/COUNTY-  AZ/PIMA
 CG0408  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0408
 CG0408                         *CURRENT SURVEY CONTROL
 CG0408  ___________________________________________________________________
 CG0408* NAD 83(1986)-  31 56 46.     (N)    111 23 24.     (W)     SCALED    
 CG0408* NAVD 88     -       860.80   (+/-2cm)    2824.1    (feet)  VERTCON   
 CG0408  ___________________________________________________________________
 CG0408  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0408
 CG0408.The horizontal coordinates were scaled from a topographic map and have
 CG0408.an estimated accuracy of +/- 6 seconds.
 CG0408
 CG0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0408.The vertical order pertains to the NGVD 29 superseded value.
 CG0408
 CG0408.The geoid height was determined by GEOID03.
 CG0408
 CG0408;                    North         East    Units  Estimated Accuracy
 CG0408;SPC AZ C     -   105,010.      263,150.      MT  (+/- 180 meters Scaled)
 CG0408
 CG0408                          SUPERSEDED SURVEY CONTROL
 CG0408
 CG0408  NGVD 29 (??/??/92)  860.082  (m)         2821.79   (f) ADJ UNCH    2 0
 CG0408
 CG0408.Superseded values are not recommended for survey control.
 CG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0408.See file dsdata.txt to determine how the superseded data were derived.
 CG0408
 CG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA631345(NAD 83)
 CG0408_MARKER: DB = BENCH MARK DISK
 CG0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0408_STAMPING: T 301 1951 DOT
 CG0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0408+STABILITY: SURFACE MOTION
 CG0408
 CG0408  HISTORY     - Date     Condition        Report By
 CG0408  HISTORY     - 1951     MONUMENTED       CGS
 CG0408  HISTORY     - 1974     GOOD             USGS
 CG0408  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0408
 CG0408                          STATION DESCRIPTION
 CG0408
 CG0408'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0408'10.4 MI S FROM THREE POINTS.
 CG0408'10.4 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0408'ALONG A PAVED ROAD LEADING SOUTH TO SASABE 492 FEET SOUTHWEST OF THE
 CG0408'CENTER OF THE ROAD AND A LARGE WASH ACROSS THE ROAD, 60 FEET WEST OF
 CG0408'THE CENTERLINE OF THE ROAD, 1.8 FEET NORTH OF THE WITNESS POST, AND
 CG0408'ABOUT 2.3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0408'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 CG0408
 CG0408                          STATION RECOVERY (2001)
 CG0408
 CG0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0719 ***********************************************************************
 CG0719  DESIGNATION -  T 302
 CG0719  PID         -  CG0719
 CG0719  STATE/COUNTY-  AZ/PIMA
 CG0719  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0719
 CG0719                         *CURRENT SURVEY CONTROL
 CG0719  ___________________________________________________________________
 CG0719* NAD 83(1986)-  31 33 22.     (N)    111 33 12.     (W)     SCALED    
 CG0719* NAVD 88     -      1106.45   (+/-2cm)    3630.1    (feet)  VERTCON   
 CG0719  ___________________________________________________________________
 CG0719  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0719
 CG0719.The horizontal coordinates were scaled from a topographic map and have
 CG0719.an estimated accuracy of +/- 6 seconds.
 CG0719
 CG0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0719.The vertical order pertains to the NGVD 29 superseded value.
 CG0719
 CG0719.The geoid height was determined by GEOID03.
 CG0719
 CG0719;                    North         East    Units  Estimated Accuracy
 CG0719;SPC AZ C     -    61,710.      247,850.      MT  (+/- 180 meters Scaled)
 CG0719
 CG0719                          SUPERSEDED SURVEY CONTROL
 CG0719
 CG0719  NGVD 29 (??/??/92) 1105.655  (m)         3627.47   (f) ADJ UNCH    2 0
 CG0719
 CG0719.Superseded values are not recommended for survey control.
 CG0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0719.See file dsdata.txt to determine how the superseded data were derived.
 CG0719
 CG0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV474913(NAD 83)
 CG0719_MARKER: DB = BENCH MARK DISK
 CG0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0719_STAMPING: T 302 1951
 CG0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0719+STABILITY: SURFACE MOTION
 CG0719
 CG0719  HISTORY     - Date     Condition        Report By
 CG0719  HISTORY     - 1951     MONUMENTED       CGS
 CG0719  HISTORY     - 1975     GOOD             USGS
 CG0719
 CG0719                          STATION DESCRIPTION
 CG0719
 CG0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0719'6 MI N FROM SASABE.
 CG0719'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0719'SASABE, THENCE 1 MILE WEST ALONG A DIRT ROAD, 1 MILE WEST OF B.M. Z
 CG0719'122, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF
 CG0719'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0719'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0719
 CG0719                          STATION RECOVERY (1975)
 CG0719
 CG0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0719'SASABE, 3.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO X-RDS.,
 CG0719'THENCE 1.0 MI W. ALONG RD. TO SIERRA VISTA RANCH, THENCE 0.65 MI N.
 CG0719'ALONG DIRT RD. (AT SMALL CURVE IN RD. AND ABOUT 400 FT W. OF RD.).
 CG0719'SET IN TOP OF CONCRETE POST. STANDARD DISK STAMPED T 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1324 ***********************************************************************
 CZ1324  DESIGNATION -  T 303
 CZ1324  PID         -  CZ1324
 CZ1324  STATE/COUNTY-  AZ/PINAL
 CZ1324  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1324
 CZ1324                         *CURRENT SURVEY CONTROL
 CZ1324  ___________________________________________________________________
 CZ1324* NAD 83(1986)-  32 33 52.     (N)    111 38 14.     (W)     SCALED    
 CZ1324* NAVD 88     -       493.65   (+/-2cm)    1619.6    (feet)  VERTCON   
 CZ1324  ___________________________________________________________________
 CZ1324  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ1324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1324
 CZ1324.The horizontal coordinates were scaled from a topographic map and have
 CZ1324.an estimated accuracy of +/- 6 seconds.
 CZ1324
 CZ1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1324.The vertical order pertains to the NGVD 29 superseded value.
 CZ1324
 CZ1324.The geoid height was determined by GEOID03.
 CZ1324
 CZ1324;                    North         East    Units  Estimated Accuracy
 CZ1324;SPC AZ C     -   173,490.      239,600.      MT  (+/- 180 meters Scaled)
 CZ1324
 CZ1324                          SUPERSEDED SURVEY CONTROL
 CZ1324
 CZ1324  NGVD 29 (??/??/92)  493.113  (m)         1617.82   (f) ADJ UNCH    2 0
 CZ1324
 CZ1324.Superseded values are not recommended for survey control.
 CZ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1324.See file dsdata.txt to determine how the superseded data were derived.
 CZ1324
 CZ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB401031(NAD 83)
 CZ1324_MARKER: DB = BENCH MARK DISK
 CZ1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1324_STAMPING: T 303 1951
 CZ1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1324+STABILITY: SURFACE MOTION
 CZ1324
 CZ1324  HISTORY     - Date     Condition        Report By
 CZ1324  HISTORY     - 1951     MONUMENTED       CGS
 CZ1324  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1324  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1324
 CZ1324                          STATION DESCRIPTION
 CZ1324
 CZ1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1324'17.3 MI SW FROM ELOY.
 CZ1324'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1324'RAILROAD STATION AT ELOY, THENCE 11.1 MILES SOUTH ALONG SUNSHINE
 CZ1324'BLVD., THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 5 MILES WEST
 CZ1324'ALONG A TRACK ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING
 CZ1324'SOUTHWEST, NEAR THE EAST EDGE OF A LARGE CLEARING, 16 1/2 FEET
 CZ1324'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST, 16
 CZ1324'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 2.8 FEET WEST OF A
 CZ1324'WITNESS POST, AND ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE
 CZ1324'POST PROJECTING 0.8 FOOT.
 CZ1324
 CZ1324                          STATION RECOVERY (1963)
 CZ1324
 CZ1324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1324'MARK NOT FOUND.
 CZ1324
 CZ1324                          STATION RECOVERY (1977)
 CZ1324
 CZ1324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0757 ***********************************************************************
 CG0757  DESIGNATION -  T 305
 CG0757  PID         -  CG0757
 CG0757  STATE/COUNTY-  AZ/PIMA
 CG0757  USGS QUAD   -  SAN MIGUEL (1984)
 CG0757
 CG0757                         *CURRENT SURVEY CONTROL
 CG0757  ___________________________________________________________________
 CG0757* NAD 83(1986)-  31 37 25.     (N)    111 46 58.     (W)     SCALED    
 CG0757* NAVD 88     -       751.82   (+/-2cm)    2466.6    (feet)  VERTCON   
 CG0757  ___________________________________________________________________
 CG0757  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0757
 CG0757.The horizontal coordinates were scaled from a topographic map and have
 CG0757.an estimated accuracy of +/- 6 seconds.
 CG0757
 CG0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0757.The vertical order pertains to the NGVD 29 superseded value.
 CG0757
 CG0757.The geoid height was determined by GEOID03.
 CG0757
 CG0757;                    North         East    Units  Estimated Accuracy
 CG0757;SPC AZ C     -    69,140.      226,060.      MT  (+/- 180 meters Scaled)
 CG0757
 CG0757                          SUPERSEDED SURVEY CONTROL
 CG0757
 CG0757  NGVD 29 (??/??/92)  751.082  (m)         2464.17   (f) ADJ UNCH    2 0
 CG0757
 CG0757.Superseded values are not recommended for survey control.
 CG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0757.See file dsdata.txt to determine how the superseded data were derived.
 CG0757
 CG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV257989(NAD 83)
 CG0757_MARKER: DB = BENCH MARK DISK
 CG0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0757_STAMPING: T 305 1952
 CG0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0757+STABILITY: SURFACE MOTION
 CG0757
 CG0757  HISTORY     - Date     Condition        Report By
 CG0757  HISTORY     - 1952     MONUMENTED       CGS
 CG0757  HISTORY     - 1977     GOOD             USGS
 CG0757
 CG0757                          STATION DESCRIPTION
 CG0757
 CG0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0757'0.8 MI N FROM SAN MIGUEL.
 CG0757'0.2 MILE EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION AND
 CG0757'SCHOOL AT SAN MIGUEL, THENCE 0.6 MILE NORTH ALONG A WAGON ROAD
 CG0757'FOLLOWING A LINE OF TELEPHONE POLES, 100 FEET NORTH OF A FENCE CORNER
 CG0757'POST, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 9.7 FEET WEST OF A
 CG0757'TELEPHONE POLE, 3.5 FEET EAST OF A FENCE LINE, 2.2 FEET NORTH OF A
 CG0757'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CG0757'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CG0757
 CG0757                          STATION RECOVERY (1977)
 CG0757
 CG0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0757'SAN MIGUEL, 0.2 MI E. ALONG DIRT RD. FROM THE QUEEN OF ANGELS
 CG0757'MISSION. THENCE 0.6 MI N. ALONG A LINE OF TELEPHONE POLES. 110 FT N.
 CG0757'OF A FENCE CORNER POST, 9.7 FT W. OF A TELEPHONE POLE, 3.5 FT E. OF A
 CG0757'FENCE LINE. SET IN CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND.
 CG0757'STANDARD DISK STAMPED T 305 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0704 ***********************************************************************
 CG0704  DESIGNATION -  T 306
 CG0704  PID         -  CG0704
 CG0704  STATE/COUNTY-  AZ/PIMA
 CG0704  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0704
 CG0704                         *CURRENT SURVEY CONTROL
 CG0704  ___________________________________________________________________
 CG0704* NAD 83(1986)-  31 31 46.     (N)    111 40 24.     (W)     SCALED    
 CG0704* NAVD 88     -       899.80   (+/-2cm)    2952.1    (feet)  VERTCON   
 CG0704  ___________________________________________________________________
 CG0704  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CG0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0704
 CG0704.The horizontal coordinates were scaled from a topographic map and have
 CG0704.an estimated accuracy of +/- 6 seconds.
 CG0704
 CG0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0704.The vertical order pertains to the NGVD 29 superseded value.
 CG0704
 CG0704.The geoid height was determined by GEOID03.
 CG0704
 CG0704;                    North         East    Units  Estimated Accuracy
 CG0704;SPC AZ C     -    58,720.      236,470.      MT  (+/- 180 meters Scaled)
 CG0704
 CG0704                          SUPERSEDED SURVEY CONTROL
 CG0704
 CG0704  NGVD 29 (??/??/92)  899.035  (m)         2949.58   (f) ADJ UNCH    2 0
 CG0704
 CG0704.Superseded values are not recommended for survey control.
 CG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0704.See file dsdata.txt to determine how the superseded data were derived.
 CG0704
 CG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV360884(NAD 83)
 CG0704_MARKER: DB = BENCH MARK DISK
 CG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0704_STAMPING: T 306 1952
 CG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0704+STABILITY: SURFACE MOTION
 CG0704
 CG0704  HISTORY     - Date     Condition        Report By
 CG0704  HISTORY     - 1952     MONUMENTED       CGS
 CG0704  HISTORY     - 1977     GOOD             USGS
 CG0704
 CG0704                          STATION DESCRIPTION
 CG0704
 CG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0704'12.6 MI SE FROM SAN MIGUEL.
 CG0704'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0704'MIGUEL, THENCE 8.3 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD,
 CG0704'0.6 MILE EAST OF A WIRE GATE ACROSS THE ROAD, 25 FEET NORTHEAST OF THE
 CG0704'CENTE LINE OF THE ROAD, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 CG0704'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CG0704'FOOT ABOVE THE GROUND.
 CG0704
 CG0704                          STATION RECOVERY (1977)
 CG0704
 CG0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0704'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0704'THENCE 7.6 MI S. ALONG DIRT AND MAIN RD. TO RD. JUNCTION, THENCE 0.7
 CG0704'MI E. ALONG RD. FROM WIRE GATE ACROSS RD. ABOUT 700 FT SE. (ALONG
 CG0704'RD.) FROM RD. JUNCTION, 67 FT SW. OF CENTERLINE OF RD., ABOUT LEVEL
 CG0704'WITH RD. SET IN CONCRETE POST PROJECTING 0.4 FT ABOVE GROUND.
 CG0704'STANDARD DISK STAMPED T-306 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0848 ***********************************************************************
 DA0848  DESIGNATION -  T 307
 DA0848  PID         -  DA0848
 DA0848  STATE/COUNTY-  AZ/PIMA
 DA0848  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0848
 DA0848                         *CURRENT SURVEY CONTROL
 DA0848  ___________________________________________________________________
 DA0848* NAD 83(1986)-  32 05 59.     (N)    113 01 15.     (W)     SCALED    
 DA0848* NAVD 88     -       366.29   (+/-2cm)    1201.7    (feet)  VERTCON   
 DA0848  ___________________________________________________________________
 DA0848  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DA0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0848
 DA0848.The horizontal coordinates were scaled from a topographic map and have
 DA0848.an estimated accuracy of +/- 6 seconds.
 DA0848
 DA0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0848.The vertical order pertains to the NGVD 29 superseded value.
 DA0848
 DA0848.The geoid height was determined by GEOID03.
 DA0848
 DA0848;                    North         East    Units  Estimated Accuracy
 DA0848;SPC AZ C     -   122,460.      109,140.      MT  (+/- 180 meters Scaled)
 DA0848
 DA0848                          SUPERSEDED SURVEY CONTROL
 DA0848
 DA0848  NGVD 29 (??/??/92)  365.582  (m)         1199.41   (f) ADJ UNCH    2 0
 DA0848
 DA0848.Superseded values are not recommended for survey control.
 DA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0848.See file dsdata.txt to determine how the superseded data were derived.
 DA0848
 DA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA093532(NAD 83)
 DA0848_MARKER: DB = BENCH MARK DISK
 DA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0848_STAMPING: T 307 1952
 DA0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0848+STABILITY: SURFACE MOTION
 DA0848
 DA0848  HISTORY     - Date     Condition        Report By
 DA0848  HISTORY     - 1952     MONUMENTED       CGS
 DA0848
 DA0848                          STATION DESCRIPTION
 DA0848
 DA0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0848'27.05 MI NW FROM LUKEVILLE.
 DA0848'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0848'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 DA0848'JUNCTION, THENCE 12.05 MILES NORTH ALONG THE BATES WELL ROAD, 250
 DA0848'YARDS NORTHWEST OF THE SOUTHWEST END OF A LONG, LOW RANGE OF
 DA0848'MOUNTAINS, 45 1/2 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.2 FEET
 DA0848'WEST OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND
 DA0848'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0444 ***********************************************************************
 DA0444  DESIGNATION -  T 308
 DA0444  PID         -  DA0444
 DA0444  STATE/COUNTY-  AZ/PIMA
 DA0444  USGS QUAD   -  KINO PEAK (1990)
 DA0444
 DA0444                         *CURRENT SURVEY CONTROL
 DA0444  ___________________________________________________________________
 DA0444* NAD 83(1986)-  32 01 22.     (N)    112 57 34.     (W)     SCALED    
 DA0444* NAVD 88     -       437.60   (+/-2cm)    1435.7    (feet)  VERTCON   
 DA0444  ___________________________________________________________________
 DA0444  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DA0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0444
 DA0444.The horizontal coordinates were scaled from a topographic map and have
 DA0444.an estimated accuracy of +/- 6 seconds.
 DA0444
 DA0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0444.The vertical order pertains to the NGVD 29 superseded value.
 DA0444
 DA0444.The geoid height was determined by GEOID03.
 DA0444
 DA0444;                    North         East    Units  Estimated Accuracy
 DA0444;SPC AZ C     -   113,870.      114,860.      MT  (+/- 180 meters Scaled)
 DA0444
 DA0444                          SUPERSEDED SURVEY CONTROL
 DA0444
 DA0444  NGVD 29 (??/??/92)  436.887  (m)         1433.35   (f) ADJ UNCH    2 0
 DA0444
 DA0444.Superseded values are not recommended for survey control.
 DA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0444.See file dsdata.txt to determine how the superseded data were derived.
 DA0444
 DA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA149446(NAD 83)
 DA0444_MARKER: DB = BENCH MARK DISK
 DA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0444_STAMPING: T 308 1952
 DA0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0444+STABILITY: SURFACE MOTION
 DA0444
 DA0444  HISTORY     - Date     Condition        Report By
 DA0444  HISTORY     - 1952     MONUMENTED       CGS
 DA0444
 DA0444                          STATION DESCRIPTION
 DA0444
 DA0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0444'22.65 MI NW FROM LUKEVILLE.
 DA0444'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0444'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0444'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA0444'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.2 MILES
 DA0444'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, 156 FEET SOUTHEAST
 DA0444'OF THE CENTER OF A ROAD AND WASH CROSSING THE ROAD, 36 1/2 FEET
 DA0444'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF THE WITNESS
 DA0444'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN A CONCRETE
 DA0444'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0404 ***********************************************************************
 DA0404  DESIGNATION -  T 309
 DA0404  PID         -  DA0404
 DA0404  STATE/COUNTY-  AZ/PIMA
 DA0404  USGS QUAD   -  GUNSIGHT (1990)
 DA0404
 DA0404                         *CURRENT SURVEY CONTROL
 DA0404  ___________________________________________________________________
 DA0404* NAD 83(1986)-  32 10 59.     (N)    112 39 34.     (W)     SCALED    
 DA0404* NAVD 88     -       642.18   (+/-2cm)    2106.9    (feet)  VERTCON   
 DA0404  ___________________________________________________________________
 DA0404  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0404
 DA0404.The horizontal coordinates were scaled from a topographic map and have
 DA0404.an estimated accuracy of +/- 6 seconds.
 DA0404
 DA0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0404.The vertical order pertains to the NGVD 29 superseded value.
 DA0404
 DA0404.The geoid height was determined by GEOID03.
 DA0404
 DA0404;                    North         East    Units  Estimated Accuracy
 DA0404;SPC AZ C     -   131,410.      143,320.      MT  (+/- 180 meters Scaled)
 DA0404
 DA0404                          SUPERSEDED SURVEY CONTROL
 DA0404
 DA0404  NGVD 29 (??/??/92)  641.444  (m)         2104.47   (f) ADJ UNCH    2 0
 DA0404
 DA0404.Superseded values are not recommended for survey control.
 DA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0404.See file dsdata.txt to determine how the superseded data were derived.
 DA0404
 DA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA435619(NAD 83)
 DA0404_MARKER: DB = BENCH MARK DISK
 DA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0404_STAMPING: T 309 1952
 DA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0404+STABILITY: SURFACE MOTION
 DA0404
 DA0404  HISTORY     - Date     Condition        Report By
 DA0404  HISTORY     - 1952     MONUMENTED       CGS
 DA0404  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA0404
 DA0404                          STATION DESCRIPTION
 DA0404
 DA0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0404'19.55 MI SE FROM AJO.
 DA0404'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0404'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 16.35 MILES SOUTHEAST
 DA0404'ALONG HIGHWAY 86 TO AN INTERSECTION OF A ROAD NORTH AND A ROAD LEADING
 DA0404'SOUTH TO KERWOO, THENCE 3.05 MILES SOUTH ALONG A ROAD LEADING SOUTH TO
 DA0404'KERWOO, 44 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH
 DA0404'OF THE WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET
 DA0404'IN A CONCRETE POST PROJECTING 0.4 FOOT.
 DA0404
 DA0404                          STATION RECOVERY (1997)
 DA0404
 DA0404'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0499 ***********************************************************************
 ES0499  DESIGNATION -  T 31
 ES0499  PID         -  ES0499
 ES0499  STATE/COUNTY-  AZ/COCONINO
 ES0499  USGS QUAD   -  MUNDS PARK (1974)
 ES0499
 ES0499                         *CURRENT SURVEY CONTROL
 ES0499  ___________________________________________________________________
 ES0499* NAD 83(1986)-  34 52 48.     (N)    111 44 57.     (W)     SCALED    
 ES0499* NAVD 88     -      1350.334  (meters)    4430.22   (feet)  ADJUSTED  
 ES0499  ___________________________________________________________________
 ES0499  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0499  DYNAMIC HT  -        1348.589 (meters)    4424.50  (feet)  COMP
 ES0499  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 ES0499
 ES0499  VERT ORDER  -  FIRST     CLASS II
 ES0499
 ES0499.The horizontal coordinates were scaled from a topographic map and have
 ES0499.an estimated accuracy of +/- 6 seconds.
 ES0499
 ES0499.The orthometric height was determined by differential leveling
 ES0499.and adjusted in June 1991.
 ES0499
 ES0499.The geoid height was determined by GEOID03.
 ES0499
 ES0499.The dynamic height is computed by dividing the NAVD 88
 ES0499.geopotential number by the normal gravity value computed on the
 ES0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0499.degrees latitude (g = 980.6199 gals.).
 ES0499
 ES0499.The modeled gravity was interpolated from observed gravity values.
 ES0499
 ES0499;                    North         East    Units  Estimated Accuracy
 ES0499;SPC AZ C     -   430,280.      228,670.      MT  (+/- 180 meters Scaled)
 ES0499
 ES0499                          SUPERSEDED SURVEY CONTROL
 ES0499
 ES0499  NGVD 29 (??/??/92) 1349.515  (m)         4427.53   (f) ADJ UNCH    1 2
 ES0499
 ES0499.Superseded values are not recommended for survey control.
 ES0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0499.See file dsdata.txt to determine how the superseded data were derived.
 ES0499
 ES0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD315599(NAD 83)
 ES0499_MARKER: DB = BENCH MARK DISK
 ES0499_SETTING: 66 = SET IN ROCK OUTCROP
 ES0499_SP_SET: SANDSTONE LEDGE
 ES0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0499+STABILITY: POSITION/ELEVATION WELL
 ES0499
 ES0499  HISTORY     - Date     Condition        Report By
 ES0499  HISTORY     - UNK      MONUMENTED       CGS
 ES0499  HISTORY     - 1933     GOOD             NGS
 ES0499  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0499
 ES0499                          STATION DESCRIPTION
 ES0499
 ES0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0499'1.5 MI N FROM SEDONA.
 ES0499'AT SIDE OF HIGHWAY, IN SMALL RAVINE, 30 FEET NORTHWEST OF HIGHWAY
 ES0499'CENTER-LINE, 4 FEET ABOVE GRADE, IN VERTICAL FACE OF SANDSTONE LEDGE
 ES0499'PAINTED WHITE B.M.
 ES0499
 ES0499                          STATION RECOVERY (1982)
 ES0499
 ES0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0499'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0031 ***********************************************************************
 GP0031  DESIGNATION -  T 31
 GP0031  PID         -  GP0031
 GP0031  STATE/COUNTY-  AZ/NAVAJO
 GP0031  USGS QUAD   -  CHILCHINBITO (1968)
 GP0031
 GP0031                         *CURRENT SURVEY CONTROL
 GP0031  ___________________________________________________________________
 GP0031* NAD 83(1986)-  36 31 36.     (N)    110 04 32.     (W)     SCALED    
 GP0031* NAVD 88     -      1809.335  (meters)    5936.13   (feet)  ADJUSTED  
 GP0031  ___________________________________________________________________
 GP0031  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GP0031  DYNAMIC HT  -        1807.062 (meters)    5928.67  (feet)  COMP
 GP0031  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 GP0031
 GP0031  VERT ORDER  -  FIRST     CLASS II
 GP0031
 GP0031.The horizontal coordinates were scaled from a topographic map and have
 GP0031.an estimated accuracy of +/- 6 seconds.
 GP0031
 GP0031.The orthometric height was determined by differential leveling
 GP0031.and adjusted in June 1991.
 GP0031
 GP0031.The geoid height was determined by GEOID03.
 GP0031
 GP0031.The dynamic height is computed by dividing the NAVD 88
 GP0031.geopotential number by the normal gravity value computed on the
 GP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0031.degrees latitude (g = 980.6199 gals.).
 GP0031
 GP0031.The modeled gravity was interpolated from observed gravity values.
 GP0031
 GP0031;                    North         East    Units  Estimated Accuracy
 GP0031;SPC AZ E     -   612,950.      221,520.      MT  (+/- 180 meters Scaled)
 GP0031
 GP0031                          SUPERSEDED SURVEY CONTROL
 GP0031
 GP0031  NGVD 29 (??/??/92) 1808.378  (m)         5932.99   (f) ADJ UNCH    1 2
 GP0031
 GP0031.Superseded values are not recommended for survey control.
 GP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0031.See file dsdata.txt to determine how the superseded data were derived.
 GP0031
 GP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF827427(NAD 83)
 GP0031_MARKER: DB = BENCH MARK DISK
 GP0031_SETTING: 66 = SET IN ROCK OUTCROP
 GP0031_SP_SET: SANDSTONE OUTCROP
 GP0031_STAMPING: 5932.987 T 31 1933
 GP0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0031+STABILITY: POSITION/ELEVATION WELL
 GP0031
 GP0031  HISTORY     - Date     Condition        Report By
 GP0031  HISTORY     - 1933     MONUMENTED       CGS
 GP0031  HISTORY     - 1934     GOOD             NGS
 GP0031
 GP0031                          STATION DESCRIPTION
 GP0031
 GP0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0031'18.9 MI SE FROM KAYENTA.
 GP0031'18.9 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN LEE FROM THE POST
 GP0031'OFFICE AT KAYENTA, NAVAJO COUNTY, 0.5 MILE NORTHWEST OF CHILI CHIN
 GP0031'BETOA TRADING POST, ON THE NORTHWEST SLOPE OF A HILL, 90 FEET
 GP0031'NORTHWEST OF THE MIDDLE OF A CURVE TO THE SOUTH, 54 FEET EAST OF THE
 GP0031'CREST OF A SMALL RISE, 20 FEET NORTHEAST OF THE CENTERLINE OF THE
 GP0031'ROAD, IN THE TOP OF THE HIGHEST POINT OF A LOW, FLAT, GRAY, SANDSTONE
 GP0031'OUTCROP, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GP0031'5932.987 T 31 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0277 ***********************************************************************
 DA0277  DESIGNATION -  T 310
 DA0277  PID         -  DA0277
 DA0277  STATE/COUNTY-  AZ/PIMA
 DA0277  USGS QUAD   -  SANTA ROSA (1990)
 DA0277
 DA0277                         *CURRENT SURVEY CONTROL
 DA0277  ___________________________________________________________________
 DA0277* NAD 83(1986)-  32 20 53.     (N)    112 06 39.     (W)     SCALED    
 DA0277* NAVD 88     -       589.04   (+/-2cm)    1932.5    (feet)  VERTCON   
 DA0277  ___________________________________________________________________
 DA0277  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DA0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0277
 DA0277.The horizontal coordinates were scaled from a topographic map and have
 DA0277.an estimated accuracy of +/- 6 seconds.
 DA0277
 DA0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0277.The vertical order pertains to the NGVD 29 superseded value.
 DA0277
 DA0277.The geoid height was determined by GEOID03.
 DA0277
 DA0277;                    North         East    Units  Estimated Accuracy
 DA0277;SPC AZ C     -   149,480.      195,080.      MT  (+/- 180 meters Scaled)
 DA0277
 DA0277                          SUPERSEDED SURVEY CONTROL
 DA0277
 DA0277  NGVD 29 (??/??/92)  588.392  (m)         1930.42   (f) ADJ UNCH    2 0
 DA0277
 DA0277.Superseded values are not recommended for survey control.
 DA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0277.See file dsdata.txt to determine how the superseded data were derived.
 DA0277
 DA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA954795(NAD 83)
 DA0277_MARKER: DB = BENCH MARK DISK
 DA0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0277_STAMPING: T 310 1952
 DA0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0277+STABILITY: SURFACE MOTION
 DA0277
 DA0277  HISTORY     - Date     Condition        Report By
 DA0277  HISTORY     - 1952     MONUMENTED       CGS
 DA0277
 DA0277                          STATION DESCRIPTION
 DA0277
 DA0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0277'4.65 MI NW FROM SANTA ROSA.
 DA0277'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0277'SANTA ROSA, THENCE 3.05 MILES WEST ALONG A GRADED ROAD 0.25 MILE WEST
 DA0277'OF A SLIGHT CURVE IN THE ROAD, ABOUT IN LINE WITH A TELEPHONE LINE, 57
 DA0277'1/2 FEET NORTHWEST OF THE POINT WHERE A DRAINAGE DITCH EAST OF THE
 DA0277'JUNCTION WITH THE ROAD, 55 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 DA0277'LEVEL WITH THE ROAD, 3.0 FEET WEST OF A TELEPHONE POLE, 2.0 FEET EAST
 DA0277'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0277'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0191 ***********************************************************************
 DA0191  DESIGNATION -  T 311
 DA0191  PID         -  DA0191
 DA0191  STATE/COUNTY-  AZ/MARICOPA
 DA0191  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0191
 DA0191                         *CURRENT SURVEY CONTROL
 DA0191  ___________________________________________________________________
 DA0191* NAD 83(1986)-  32 34 06.     (N)    112 13 06.     (W)     SCALED    
 DA0191* NAVD 88     -       625.26   (+/-2cm)    2051.4    (feet)  VERTCON   
 DA0191  ___________________________________________________________________
 DA0191  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DA0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0191
 DA0191.The horizontal coordinates were scaled from a topographic map and have
 DA0191.an estimated accuracy of +/- 6 seconds.
 DA0191
 DA0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0191.The vertical order pertains to the NGVD 29 superseded value.
 DA0191
 DA0191.The geoid height was determined by GEOID03.
 DA0191
 DA0191;                    North         East    Units  Estimated Accuracy
 DA0191;SPC AZ C     -   173,920.      185,040.      MT  (+/- 180 meters Scaled)
 DA0191
 DA0191                          SUPERSEDED SURVEY CONTROL
 DA0191
 DA0191  NGVD 29 (??/??/92)  624.590  (m)         2049.18   (f) ADJ UNCH    2 0
 DA0191
 DA0191.Superseded values are not recommended for survey control.
 DA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0191.See file dsdata.txt to determine how the superseded data were derived.
 DA0191
 DA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB856040(NAD 83)
 DA0191_MARKER: DB = BENCH MARK DISK
 DA0191_SETTING: 66 = SET IN ROCK OUTCROP
 DA0191_SP_SET: RED OUTCROP
 DA0191_STAMPING: T 311 1958
 DA0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0191+STABILITY: POSITION/ELEVATION WELL
 DA0191
 DA0191  HISTORY     - Date     Condition        Report By
 DA0191  HISTORY     - 1952     MONUMENTED       CGS
 DA0191
 DA0191                          STATION DESCRIPTION
 DA0191
 DA0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0191'7.7 MI NE FROM VENTANA.
 DA0191'7.7 MILES NORTH AND NORTHEAST ALONG A TRACK ROAD FROM THE WATER TANK
 DA0191'AT VENTANA, 0.5 MILE NORTHWEST OF THE CHURCH AT A SMALL INDIAN
 DA0191'VILLAGE, AT THE CROSSING OF A LARGE, DEEP ROCKY WASH, IN TOP OF A RED
 DA0191'OUTCROP LOCATED ON THE WEST EDGE OF THE WASH AND PROJECTING 1 1/2
 DA0191'FEET, 14 FEET WEST OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER THAN
 DA0191'THE WASH, 10 1/2 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH
 DA0191'THE ROAD, 2.0 FEET WEST OF THE EAST END OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0109 ***********************************************************************
 CZ0109  DESIGNATION -  T 312
 CZ0109  PID         -  CZ0109
 CZ0109  STATE/COUNTY-  AZ/PIMA
 CZ0109  USGS QUAD   -  RINCON PEAK (1981)
 CZ0109
 CZ0109                         *CURRENT SURVEY CONTROL
 CZ0109  ___________________________________________________________________
 CZ0109* NAD 83(1986)-  32 01 02.     (N)    110 37 02.     (W)     SCALED    
 CZ0109* NAVD 88     -      1043.37   (+/-2cm)    3423.1    (feet)  VERTCON   
 CZ0109  ___________________________________________________________________
 CZ0109  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CZ0109  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0109
 CZ0109.The horizontal coordinates were scaled from a topographic map and have
 CZ0109.an estimated accuracy of +/- 6 seconds.
 CZ0109
 CZ0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0109.The vertical order pertains to the NGVD 29 superseded value.
 CZ0109
 CZ0109.The geoid height was determined by GEOID03.
 CZ0109
 CZ0109;                    North         East    Units  Estimated Accuracy
 CZ0109;SPC AZ C     -   113,520.      336,120.      MT  (+/- 180 meters Scaled)
 CZ0109
 CZ0109                          SUPERSEDED SURVEY CONTROL
 CZ0109
 CZ0109  NGVD 29 (??/??/92) 1042.619  (m)         3420.66   (f) ADJ UNCH    1 2
 CZ0109
 CZ0109.Superseded values are not recommended for survey control.
 CZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0109.See file dsdata.txt to determine how the superseded data were derived.
 CZ0109
 CZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA361424(NAD 83)
 CZ0109_MARKER: DB = BENCH MARK DISK
 CZ0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0109_SP_SET: CULVERT
 CZ0109_STAMPING: T 312 1952
 CZ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0109
 CZ0109  HISTORY     - Date     Condition        Report By
 CZ0109  HISTORY     - 1952     MONUMENTED       CGS
 CZ0109
 CZ0109                          STATION DESCRIPTION
 CZ0109
 CZ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0109'2.6 MI NW FROM PANTANO.
 CZ0109'2.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0109'SOUTHERN PACIFIC WATER TANK AT PANTANO, ABOUT 2 POLES SOUTHEAST OF
 CZ0109'MILEPOLE 1010, AT CULVERT 1010.04, SET IN TOP OF THE SOUTHWEST
 CZ0109'CONCRETE HEADWALL, 11.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.8 FEET
 CZ0109'SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND ABOUT 2 FEET LOWER
 CZ0109'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0450 ***********************************************************************
 ES0450  DESIGNATION -  T 313
 ES0450  PID         -  ES0450
 ES0450  STATE/COUNTY-  AZ/YAVAPAI
 ES0450  USGS QUAD   -  BLOODY BASIN (1967)
 ES0450
 ES0450                         *CURRENT SURVEY CONTROL
 ES0450  ___________________________________________________________________
 ES0450* NAD 83(1986)-  34 07 59.     (N)    111 46 26.     (W)     SCALED    
 ES0450* NAVD 88     -       816.51   (+/-2cm)    2678.8    (feet)  VERTCON   
 ES0450  ___________________________________________________________________
 ES0450  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 ES0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0450
 ES0450.The horizontal coordinates were scaled from a topographic map and have
 ES0450.an estimated accuracy of +/- 6 seconds.
 ES0450
 ES0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0450.The vertical order pertains to the NGVD 29 superseded value.
 ES0450
 ES0450.The geoid height was determined by GEOID03.
 ES0450
 ES0450;                    North         East    Units  Estimated Accuracy
 ES0450;SPC AZ C     -   347,420.      226,530.      MT  (+/- 180 meters Scaled)
 ES0450
 ES0450                          SUPERSEDED SURVEY CONTROL
 ES0450
 ES0450  NGVD 29 (??/??/92)  815.833  (m)         2676.61   (f) ADJ UNCH    2 0
 ES0450
 ES0450.Superseded values are not recommended for survey control.
 ES0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0450.See file dsdata.txt to determine how the superseded data were derived.
 ES0450
 ES0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC286771(NAD 83)
 ES0450_MARKER: DB = BENCH MARK DISK
 ES0450_SETTING: 66 = SET IN ROCK OUTCROP
 ES0450_SP_SET: ROCK WALL
 ES0450_STAMPING: T 313 1952
 ES0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0450+STABILITY: POSITION/ELEVATION WELL
 ES0450
 ES0450  HISTORY     - Date     Condition        Report By
 ES0450  HISTORY     - 1952     MONUMENTED       CGS
 ES0450  HISTORY     - 20070811 MARK NOT FOUND   GEOCAC
 ES0450
 ES0450                          STATION DESCRIPTION
 ES0450
 ES0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0450'33.7 MI SE FROM CORDES.
 ES0450'33.7 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0450'CORDES, 0.5 MILE SOUTHEAST OF A LARGE CORRAL, AT THE CROSSING OF
 ES0450'TANGLE CREEK, IN THE WEST END OF A MASSIVE ROCKWALL ON THE SOUTH BANK
 ES0450'OF THE CREEK, 43.1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT THE
 ES0450'CENTER OF THE CREEK, 23.1/2 FEET SOUTHEAST OF THE CENTER LINE OF AND
 ES0450'ABOUT 3 FEET HIGHER THAN THE ROAD, AND 15.7 FEET EAST OF A 15-INCH
 ES0450'TREE.
 ES0450
 ES0450                          STATION RECOVERY (2007)
 ES0450
 ES0450'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0450'A LARGE BERM OF SAND AND GRAVEL HAS BEEN PUSHED UP AGAINST THE CLIFF
 ES0450'BASE, EITHER BY FLOODWATERS OR ROAD MACHINERY CLEARING THE CROSSING.
 ES0450'ALSO A CONSIDERABLE AMOUNT HAS BEEN WASHED DOWN FROM ABOVE. MOST
 ES0450'LIKELY STILL PRESENT, BUT A 30 MINUTE SEARCH WAS FRUITLESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0379 ***********************************************************************
 ES0379  DESIGNATION -  T 314
 ES0379  PID         -  ES0379
 ES0379  STATE/COUNTY-  AZ/YAVAPAI
 ES0379  USGS QUAD   -  TULE MESA (1967)
 ES0379
 ES0379                         *CURRENT SURVEY CONTROL
 ES0379  ___________________________________________________________________
 ES0379* NAD 83(1986)-  34 20 47.     (N)    111 46 56.     (W)     SCALED    
 ES0379* NAVD 88     -      1565.34   (+/-2cm)    5135.6    (feet)  VERTCON   
 ES0379  ___________________________________________________________________
 ES0379  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 ES0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0379
 ES0379.The horizontal coordinates were scaled from a topographic map and have
 ES0379.an estimated accuracy of +/- 6 seconds.
 ES0379
 ES0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0379.The vertical order pertains to the NGVD 29 superseded value.
 ES0379
 ES0379.The geoid height was determined by GEOID03.
 ES0379
 ES0379;                    North         East    Units  Estimated Accuracy
 ES0379;SPC AZ C     -   371,080.      225,730.      MT  (+/- 180 meters Scaled)
 ES0379
 ES0379                          SUPERSEDED SURVEY CONTROL
 ES0379
 ES0379  NGVD 29 (??/??/92) 1564.559  (m)         5133.06   (f) ADJ UNCH    2 0
 ES0379
 ES0379.Superseded values are not recommended for survey control.
 ES0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0379.See file dsdata.txt to determine how the superseded data were derived.
 ES0379
 ES0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD280008(NAD 83)
 ES0379_MARKER: DB = BENCH MARK DISK
 ES0379_SETTING: 66 = SET IN ROCK OUTCROP
 ES0379_SP_SET: CLAY COUTCROP
 ES0379_STAMPING: T 314 1952
 ES0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0379+STABILITY: POSITION/ELEVATION WELL
 ES0379
 ES0379  HISTORY     - Date     Condition        Report By
 ES0379  HISTORY     - 1952     MONUMENTED       CGS
 ES0379
 ES0379                          STATION DESCRIPTION
 ES0379
 ES0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0379'6.1 MI W FROM VERDE HOT SPRINGS.
 ES0379'6.1 MILES WEST ALONG A TRAIL FROM THE VERDE HOT SPRINGS HOTEL, 16.0
 ES0379'MILES EAST OF THE DUGAS RANCH, ON THE NORTHEAST END OF A SWITCH BACK
 ES0379'CURVE, IN TOP OF A CLAY OUTCROP PROJECTING FROM THE SOUTH FACE OF A
 ES0379'CULVERT, 65 FEET EAST OF THE CENTER OF THE CURVE, 14 FEET NORTH OF AND
 ES0379'ABOUT 2 1/2 FEET HIGHER THAN THE CENTER LINE OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0508 ***********************************************************************
 ET0508  DESIGNATION -  T 315
 ET0508  PID         -  ET0508
 ET0508  STATE/COUNTY-  AZ/YAVAPAI
 ET0508  USGS QUAD   -  MOUNT JOSH (1979)
 ET0508
 ET0508                         *CURRENT SURVEY CONTROL
 ET0508  ___________________________________________________________________
 ET0508* NAD 83(1986)-  34 43 09.     (N)    112 43 21.     (W)     SCALED    
 ET0508* NAVD 88     -      1506.289  (meters)    4941.88   (feet)  POSTED    
 ET0508  ___________________________________________________________________
 ET0508  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0508  DYNAMIC HT  -        1504.280 (meters)    4935.29  (feet)  COMP
 ET0508  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 ET0508
 ET0508  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0508
 ET0508.The horizontal coordinates were scaled from a topographic map and have
 ET0508.an estimated accuracy of +/- 6 seconds.
 ET0508
 ET0508.The orthometric height was determined by differential leveling
 ET0508.and adjusted in November 2005.
 ET0508.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0508.rate of 1.1 thru 2.0 mm/km.
 ET0508
 ET0508.The geoid height was determined by GEOID03.
 ET0508
 ET0508.The dynamic height is computed by dividing the NAVD 88
 ET0508.geopotential number by the normal gravity value computed on the
 ET0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0508.degrees latitude (g = 980.6199 gals.).
 ET0508
 ET0508.The modeled gravity was interpolated from observed gravity values.
 ET0508
 ET0508;                    North         East    Units  Estimated Accuracy
 ET0508;SPC AZ C     -   412,720.      139,550.      MT  (+/- 180 meters Scaled)
 ET0508
 ET0508                          SUPERSEDED SURVEY CONTROL
 ET0508
 ET0508  NGVD 29 (??/??/92) 1505.458  (m)         4939.16   (f) ADJ UNCH    2 0
 ET0508
 ET0508.Superseded values are not recommended for survey control.
 ET0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0508.See file dsdata.txt to determine how the superseded data were derived.
 ET0508
 ET0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD422432(NAD 83)
 ET0508_MARKER: DB = BENCH MARK DISK
 ET0508_SETTING: 0 = UNSPECIFIED SETTING
 ET0508_STAMPING: T 315 1952
 ET0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0508
 ET0508  HISTORY     - Date     Condition        Report By
 ET0508  HISTORY     - 1952     MONUMENTED       CGS
 ET0508  HISTORY     - 1974     GOOD             USGS
 ET0508
 ET0508                          STATION DESCRIPTION
 ET0508
 ET0508'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0508'17.6 MI N FROM SKULL VALLEY.
 ET0508'FROM THE P.O. AT SKULL VALLEY GO 4.8 MI. ON THE PAVED ROAD TOWARD
 ET0508'PRESCOTT, GO LEFT ON A GRADED COUNTY RD. 2.9 MI. TO T-RD. WEST, GO
 ET0508'STRAIGHT 1.0 MI. TO T-RD. EAST, GO STRAIGHT 2.8 MI. TO T-RD TO NE, GO
 ET0508'STRAIGHT (NW) 2.6 MI. TO GATE WAY OF THE MOANA RANCH, GO 0.3 MI. (KEEP
 ET0508'TO THE RIGHT) TO A GATE AT THE SO. END OF A LARGE BARN, GO THROUGH
 ET0508'GATE, 0.15 MI. TO GATE, GO THROUGH GATE AND LEFT UPHILL THEN RIGHT
 ET0508'ACROSS DAM, GOING 0.4 MI. TO Y-RD. NORTH, GO STRAIGHT 1.4 MI. TO Y-RD
 ET0508'NORTH, GO STRAIGHT (NW) 1.0 MI. TO A DIM X-RD. GO STRAIGHT (NW) 0.4
 ET0508'MI. TO GATE, 55 FT SE CENTER LINE OF GRADED RD., 45 FT. NW OF TRACK
 ET0508'RD., 15 FT. WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0609 ***********************************************************************
 ES0609  DESIGNATION -  T 316
 ES0609  PID         -  ES0609
 ES0609  STATE/COUNTY-  AZ/YAVAPAI
 ES0609  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0609
 ES0609                         *CURRENT SURVEY CONTROL
 ES0609  ___________________________________________________________________
 ES0609* NAD 83(1986)-  34 30 47.     (N)    112 00 00.     (W)     SCALED    
 ES0609* NAVD 88     -      1355.17   (+/-2cm)    4446.1    (feet)  VERTCON   
 ES0609  ___________________________________________________________________
 ES0609  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0609
 ES0609.The horizontal coordinates were scaled from a topographic map and have
 ES0609.an estimated accuracy of +/- 6 seconds.
 ES0609
 ES0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0609.The vertical order pertains to the NGVD 29 superseded value.
 ES0609
 ES0609.The geoid height was determined by GEOID03.
 ES0609
 ES0609;                    North         East    Units  Estimated Accuracy
 ES0609;SPC AZ C     -   389,560.      205,710.      MT  (+/- 180 meters Scaled)
 ES0609
 ES0609                          SUPERSEDED SURVEY CONTROL
 ES0609
 ES0609  NGVD 29 (??/??/92) 1354.350  (m)         4443.40   (f) ADJ UNCH    2 0
 ES0609
 ES0609.Superseded values are not recommended for survey control.
 ES0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0609.See file dsdata.txt to determine how the superseded data were derived.
 ES0609
 ES0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD082194(NAD 83)
 ES0609_MARKER: DB = BENCH MARK DISK
 ES0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0609_STAMPING: T 316 1952
 ES0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0609+STABILITY: SURFACE MOTION
 ES0609
 ES0609  HISTORY     - Date     Condition        Report By
 ES0609  HISTORY     - 1952     MONUMENTED       CGS
 ES0609  HISTORY     - 1960     GOOD             NGS
 ES0609
 ES0609                          STATION DESCRIPTION
 ES0609
 ES0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0609'12.1 MI SE FROM CHERRY.
 ES0609'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0609'THENCE 7.0 MILES SOUTHEAST ALONG A TRACK ROAD, AT A FENCE LINE AND A
 ES0609'GATE ACROSS THE ROAD, 90 YARDS NORTH OF THE NORTHWEST CORNER OF A POLE
 ES0609'CORRAL, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD AND CENTER OF A
 ES0609'STEEL GATE ACROSS THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST, 1.6 FEET
 ES0609'WEST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 ES0609'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ES0609
 ES0609                          STATION RECOVERY (1960)
 ES0609
 ES0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ES0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0072 ***********************************************************************
 CZ0072  DESIGNATION -  T 317
 CZ0072  PID         -  CZ0072
 CZ0072  STATE/COUNTY-  AZ/PIMA
 CZ0072  USGS QUAD   -  TUCSON SE (1992)
 CZ0072
 CZ0072                         *CURRENT SURVEY CONTROL
 CZ0072  ___________________________________________________________________
 CZ0072* NAD 83(1986)-  32 07 02.     (N)    110 50 09.     (W)     SCALED    
 CZ0072* NAVD 88     -       856.81   (+/-2cm)    2811.1    (feet)  VERTCON   
 CZ0072  ___________________________________________________________________
 CZ0072  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CZ0072  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0072
 CZ0072.The horizontal coordinates were scaled from a topographic map and have
 CZ0072.an estimated accuracy of +/- 6 seconds.
 CZ0072
 CZ0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0072.The vertical order pertains to the NGVD 29 superseded value.
 CZ0072
 CZ0072.The geoid height was determined by GEOID03.
 CZ0072
 CZ0072;                    North         East    Units  Estimated Accuracy
 CZ0072;SPC AZ C     -   124,380.      315,350.      MT  (+/- 180 meters Scaled)
 CZ0072
 CZ0072                          SUPERSEDED SURVEY CONTROL
 CZ0072
 CZ0072  NGVD 29 (??/??/92)  856.146  (m)         2808.87   (f) ADJ UNCH    1 2
 CZ0072
 CZ0072.Superseded values are not recommended for survey control.
 CZ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0072.See file dsdata.txt to determine how the superseded data were derived.
 CZ0072
 CZ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA154534(NAD 83)
 CZ0072_MARKER: DB = BENCH MARK DISK
 CZ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0072_STAMPING: T 317 1952
 CZ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0072+STABILITY: SURFACE MOTION
 CZ0072
 CZ0072  HISTORY     - Date     Condition        Report By
 CZ0072  HISTORY     - 1952     MONUMENTED       CGS
 CZ0072
 CZ0072                          STATION DESCRIPTION
 CZ0072
 CZ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0072'8.9 MI NW FROM VAIL.
 CZ0072'8.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0072'THE STATION AT VAIL, IN THE Y JUNCTION FORMED BY A SPUR TRACK LEADING
 CZ0072'NORTH TO WILMOT, 4.7 MILES SOUTH OF THE STATION SIGN AT WILMOT, 86.2
 CZ0072'FEET SOUTH OF THE SOUTH RAIL OF THE SPUR LINE, 70.4 FEET NORTHEAST OF
 CZ0072'THE NORTHEAST RAIL OF THE MAIN TRACK, 2.2 FEET SOUTHEAST OF A WITNESS
 CZ0072'POST, 1.7 FEET NORTHEAST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE
 CZ0072'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 CZ0072'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0288 ***********************************************************************
 ET0288  DESIGNATION -  T 318
 ET0288  PID         -  ET0288
 ET0288  STATE/COUNTY-  AZ/YAVAPAI
 ET0288  USGS QUAD   -  CLEATOR (1974)
 ET0288
 ET0288                         *CURRENT SURVEY CONTROL
 ET0288  ___________________________________________________________________
 ET0288* NAD 83(1986)-  34 17 18.     (N)    112 07 33.     (W)     SCALED    
 ET0288* NAVD 88     -      1124.67   (+/-2cm)    3689.9    (feet)  VERTCON   
 ET0288  ___________________________________________________________________
 ET0288  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 ET0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0288
 ET0288.The horizontal coordinates were scaled from a topographic map and have
 ET0288.an estimated accuracy of +/- 6 seconds.
 ET0288
 ET0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0288.The vertical order pertains to the NGVD 29 superseded value.
 ET0288
 ET0288.The geoid height was determined by GEOID03.
 ET0288
 ET0288;                    North         East    Units  Estimated Accuracy
 ET0288;SPC AZ C     -   364,650.      194,100.      MT  (+/- 180 meters Scaled)
 ET0288
 ET0288                          SUPERSEDED SURVEY CONTROL
 ET0288
 ET0288  NGVD 29 (??/??/92) 1123.992  (m)         3687.63   (f) ADJ UNCH    2 0
 ET0288
 ET0288.Superseded values are not recommended for survey control.
 ET0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0288.See file dsdata.txt to determine how the superseded data were derived.
 ET0288
 ET0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963947(NAD 83)
 ET0288_MARKER: DB = BENCH MARK DISK
 ET0288_SETTING: 80 = SET IN A BOULDER
 ET0288_SP_SET: BOULDER
 ET0288_STAMPING: T 318 1952
 ET0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0288+STABILITY: SURFACE MOTION
 ET0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0288+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0288
 ET0288  HISTORY     - Date     Condition        Report By
 ET0288  HISTORY     - 1952     MONUMENTED       CGS
 ET0288  HISTORY     - 1974     GOOD             USGS
 ET0288  HISTORY     - 20080709 GOOD             GEOCAC
 ET0288  HISTORY     - 20080817 GOOD             GEOCAC
 ET0288
 ET0288                          STATION DESCRIPTION
 ET0288
 ET0288'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0288'3.40 MI E FROM CORDES.
 ET0288'2.8 MILES EAST ALONG THE BLOODY BASIN ROAD FROM ROAD JUNCTION AT
 ET0288'CORDES, 0.45 MILES NORTHWEST OF THE JUNCTION OF I 17, 0.15 MILE
 ET0288'NORTHWEST OF THE CROSSING OF A STEEL TOWER TRANSMISSION LINE, AT A
 ET0288'WASH CROSSING IN TOP OF A 3-FOOT BY 4-FOOT BOULDER LOCATED ON THE EAST
 ET0288'EDGE OF THE WASH AND PROJECTING 4 FEET ABOVE THE WASH BED, 109 FEET
 ET0288'NORTHEAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD.
 ET0288
 ET0288                          STATION RECOVERY (2008)
 ET0288
 ET0288'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0288'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES OF N
 ET0288'34 17.329 W 112
 ET0288'07.557.
 ET0288
 ET0288                          STATION RECOVERY (2008)
 ET0288
 ET0288'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0288'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0288'17.328' W112 07.557'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0126 ***********************************************************************
 GO0126  DESIGNATION -  T 32
 GO0126  PID         -  GO0126
 GO0126  STATE/COUNTY-  AZ/APACHE
 GO0126  USGS QUAD   -  MANY FARMS (1968)
 GO0126
 GO0126                         *CURRENT SURVEY CONTROL
 GO0126  ___________________________________________________________________
 GO0126* NAD 83(1986)-  36 18 19.     (N)    109 36 28.     (W)     SCALED    
 GO0126* NAVD 88     -      1628.001  (meters)    5341.20   (feet)  ADJUSTED  
 GO0126  ___________________________________________________________________
 GO0126  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GO0126  DYNAMIC HT  -        1625.989 (meters)    5334.60  (feet)  COMP
 GO0126  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 GO0126
 GO0126  VERT ORDER  -  FIRST     CLASS II
 GO0126
 GO0126.The horizontal coordinates were scaled from a topographic map and have
 GO0126.an estimated accuracy of +/- 6 seconds.
 GO0126
 GO0126.The orthometric height was determined by differential leveling
 GO0126.and adjusted in June 1991.
 GO0126
 GO0126.The geoid height was determined by GEOID03.
 GO0126
 GO0126.The dynamic height is computed by dividing the NAVD 88
 GO0126.geopotential number by the normal gravity value computed on the
 GO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0126.degrees latitude (g = 980.6199 gals.).
 GO0126
 GO0126.The modeled gravity was interpolated from observed gravity values.
 GO0126
 GO0126;                    North         East    Units  Estimated Accuracy
 GO0126;SPC AZ E     -   588,530.      263,550.      MT  (+/- 180 meters Scaled)
 GO0126
 GO0126                          SUPERSEDED SURVEY CONTROL
 GO0126
 GO0126  NGVD 29 (??/??/92) 1627.140  (m)         5338.38   (f) ADJ UNCH    1 2
 GO0126
 GO0126.Superseded values are not recommended for survey control.
 GO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0126.See file dsdata.txt to determine how the superseded data were derived.
 GO0126
 GO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF249187(NAD 83)
 GO0126_MARKER: DB = BENCH MARK DISK
 GO0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0126_STAMPING: T 32 1933 5338.375
 GO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0126+STABILITY: SURFACE MOTION
 GO0126
 GO0126  HISTORY     - Date     Condition        Report By
 GO0126  HISTORY     - 1933     MONUMENTED       CGS
 GO0126  HISTORY     - 1968     MARK NOT FOUND   USGS
 GO0126
 GO0126                          STATION DESCRIPTION
 GO0126
 GO0126'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0126'12.1 MI NW FROM CHIN LEE.
 GO0126'12.1 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0126'ROAD, 2.7 MILES NORTHWEST OF FRAZERS TRADING POST, AT A CURVE TO THE
 GO0126'SOUTH, ABOUT .1 MILE SOUTHEAST OF THE NORTHEAST POINT OF A LONE HILL,
 GO0126'SET 150 FEET SOUTHEAST OF A WASH WHICH CROSSES THE ROAD, AND 36 FEET
 GO0126'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK SET IN A CONCRETE
 GO0126'POST THE SAME LEVEL AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8621 ***********************************************************************
 DE8621  DESIGNATION -  T 320 RESET
 DE8621  PID         -  DE8621
 DE8621  STATE/COUNTY-  AZ/MARICOPA
 DE8621  USGS QUAD   -  SENTINEL (1986)
 DE8621
 DE8621                         *CURRENT SURVEY CONTROL
 DE8621  ___________________________________________________________________
 DE8621* NAD 83(1986)-  32 51 53.     (N)    113 08 38.     (W)     SCALED    
 DE8621* NAVD 88     -       230.14   (meters)     755.1    (feet)  RESET     
 DE8621  ___________________________________________________________________
 DE8621  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DE8621  VERT ORDER  -  THIRD
 DE8621
 DE8621.The horizontal coordinates were scaled from a topographic map and have
 DE8621.an estimated accuracy of +/- 6 seconds.
 DE8621
 DE8621.The orthometric height was computed from unverified reset data.
 DE8621.No vertical observational check was made to the station.
 DE8621
 DE8621.The geoid height was determined by GEOID03.
 DE8621
 DE8621;                    North         East    Units  Estimated Accuracy
 DE8621;SPC AZ C     -   207,420.       98,510.      MT  (+/- 180 meters Scaled)
 DE8621
 DE8621                          SUPERSEDED SURVEY CONTROL
 DE8621
 DE8621.No superseded survey control is available for this station.
 DE8621
 DE8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB994383(NAD 83)
 DE8621_MARKER: DV = VERTICAL CONTROL DISK
 DE8621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8621_STAMPING: T 320 RESET 2002
 DE8621_MARK LOGO: NGS   
 DE8621_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8621+STABILITY: SURFACE MOTION
 DE8621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8621+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DE8621
 DE8621  HISTORY     - Date     Condition        Report By
 DE8621  HISTORY     - 2002     MONUMENTED       NGS
 DE8621  HISTORY     - 20060128 GOOD             USPSQD
 DE8621  HISTORY     - 20060128 GOOD             USPSQD
 DE8621
 DE8621                          STATION DESCRIPTION
 DE8621
 DE8621'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8621'TO REACH THE STATION GO, NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 DE8621'FRON THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DE8621'RAILROAD MILEPOST 830, 28.5 METERS (93.5 FT) NORTHWEST OF THE
 DE8621'NORTHWEST RAIL, 33.30 METERS (109.25 FT) NORTHWEST OF A RAILROAD
 DE8621'SIGNAL BLOCK NUMBER 8300, 0.9 METERS (3.0 FT) NORTHEAST OF THE
 DE8621'MILEPOST.  THE MARK IS 0.50 METERS (1.64 FT) WEST OF A WHITE CARSONITE
 DE8621'POST WITH A SURVEY MARKER SIGN.  THE MARK IS 0.5 M (1.6 FT) BELOW THE
 DE8621'TRACKS.
 DE8621
 DE8621                          STATION RECOVERY (2006)
 DE8621
 DE8621'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DE8621'RECOVERED AS DESCRIBED.
 DE8621
 DE8621                          STATION RECOVERY (2006)
 DE8621
 DE8621'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DE8621'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1113 ***********************************************************************
 DA1113  DESIGNATION -  T 321
 DA1113  PID         -  DA1113
 DA1113  STATE/COUNTY-  AZ/YUMA
 DA1113  USGS QUAD   -  AZTEC HILLS (1982)
 DA1113
 DA1113                         *CURRENT SURVEY CONTROL
 DA1113  ___________________________________________________________________
 DA1113* NAD 83(1986)-  32 49 22.     (N)    113 26 59.     (W)     SCALED    
 DA1113* NAVD 88     -       151.93   (+/-2cm)     498.5    (feet)  VERTCON   
 DA1113  ___________________________________________________________________
 DA1113  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DA1113  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1113
 DA1113.The horizontal coordinates were scaled from a topographic map and have
 DA1113.an estimated accuracy of +/- 6 seconds.
 DA1113
 DA1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1113.The vertical order pertains to the NGVD 29 superseded value.
 DA1113
 DA1113.The geoid height was determined by GEOID03.
 DA1113
 DA1113;                    North         East    Units  Estimated Accuracy
 DA1113;SPC AZ W     -   202,150.      241,480.      MT  (+/- 180 meters Scaled)
 DA1113
 DA1113                          SUPERSEDED SURVEY CONTROL
 DA1113
 DA1113  NGVD 29 (??/??/92)  151.381  (m)          496.66   (f) ADJ UNCH    1 2
 DA1113
 DA1113.Superseded values are not recommended for survey control.
 DA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1113.See file dsdata.txt to determine how the superseded data were derived.
 DA1113
 DA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB706342(NAD 83)
 DA1113_MARKER: DB = BENCH MARK DISK
 DA1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1113_STAMPING: T 321 1952
 DA1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1113+STABILITY: SURFACE MOTION
 DA1113
 DA1113  HISTORY     - Date     Condition        Report By
 DA1113  HISTORY     - 1952     MONUMENTED       CGS
 DA1113  HISTORY     - 1960     GOOD             NGS
 DA1113  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA1113  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA1113
 DA1113                          STATION DESCRIPTION
 DA1113
 DA1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1113'0.2 MI W FROM IN AZTEC.
 DA1113'AT AZTEC, ABOUT 0.15 MILE WESTWARD FROM THE RAILROAD WATER TANK AND
 DA1113'ALONG THE NORTH SIDE OF THE RAILROAD TRACKS AND 44.7 FEET NORTH FROM
 DA1113'THE NORTH RAIL OF THE MAIN LINE TRACK OF THE SOUTHERN PACIFIC COMPANY
 DA1113'RAILROAD, 124 FEET WEST FROM A SWITCH STAND, 15 FEET SOUTH AND THENCE
 DA1113'33 FEET WEST FROM A POLE MARKED 1 F WHICH IS THE THIRD POLE WEST FROM
 DA1113'RAILROAD MILE POST 812, 21 FEET SOUTHWEST FROM A SPIKE DRIVEN IN A
 DA1113'TREE, SET IN A SQUARE TOPPED CONCRETE POST BURIED 6-INCH BELOW GROUND
 DA1113'SURFACE, AND A STONE SETTING ON THE MARK AND BEARING ABOVE GROUND.
 DA1113'NOTE-- BUT BURIED ABOUT 6 INCHES BELOW THE GROUND SURFACE.
 DA1113
 DA1113                          STATION RECOVERY (1980)
 DA1113
 DA1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1113'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE AREA DESCRIBED HAS BEEN
 DA1113'GRADED, MARK BELIEVED DESTROYED.
 DA1113
 DA1113                          STATION RECOVERY (1980)
 DA1113
 DA1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1113'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE AREA DESCRIBED HAS BEEN
 DA1113'GRADED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1072 ***********************************************************************
 DA1072  DESIGNATION -  T 322
 DA1072  PID         -  DA1072
 DA1072  STATE/COUNTY-  AZ/YUMA
 DA1072  USGS QUAD   -  MOHAWK (1982)
 DA1072
 DA1072                         *CURRENT SURVEY CONTROL
 DA1072  ___________________________________________________________________
 DA1072* NAD 83(1986)-  32 42 52.     (N)    113 50 04.     (W)     SCALED    
 DA1072* NAVD 88     -       114.97   (+/-2cm)     377.2    (feet)  VERTCON   
 DA1072  ___________________________________________________________________
 DA1072  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DA1072  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1072
 DA1072.The horizontal coordinates were scaled from a topographic map and have
 DA1072.an estimated accuracy of +/- 6 seconds.
 DA1072
 DA1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1072.The vertical order pertains to the NGVD 29 superseded value.
 DA1072
 DA1072.The geoid height was determined by GEOID03.
 DA1072
 DA1072;                    North         East    Units  Estimated Accuracy
 DA1072;SPC AZ W     -   190,100.      205,440.      MT  (+/- 180 meters Scaled)
 DA1072
 DA1072                          SUPERSEDED SURVEY CONTROL
 DA1072
 DA1072  NGVD 29 (??/??/92)  114.312  (m)          375.04   (f) ADJ UNCH    1 2
 DA1072
 DA1072.Superseded values are not recommended for survey control.
 DA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1072.See file dsdata.txt to determine how the superseded data were derived.
 DA1072
 DA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB343231(NAD 83)
 DA1072_MARKER: DB = BENCH MARK DISK
 DA1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1072_SP_SET: ABUTMENT
 DA1072_STAMPING: T 322 1952
 DA1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1072
 DA1072  HISTORY     - Date     Condition        Report By
 DA1072  HISTORY     - 1952     MONUMENTED       CGS
 DA1072  HISTORY     - 1964     MARK NOT FOUND   USGS
 DA1072  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1072  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1072
 DA1072                          STATION DESCRIPTION
 DA1072
 DA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1072'4.8 MI W FROM MOHAWK.
 DA1072'4.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1072'STATION AT MOHAWK, IN THE SOUTHWEST ABUTMENT OF BRIDGE NO. 787.91, 2
 DA1072'1/2 POLES WEST OF MILEPOST 788, 261 FEET EAST OF THE EAST BOUND
 DA1072'SEMAPHORE NO. 7878, 156.3 FEET SOUTH OF THE CENTER LINE OF THE
 DA1072'HIGHWAY, 5.8 FEET NORTH OF THE NORTH RAIL, AND 0.9 FOOT LOWER THAN THE
 DA1072'RAILROAD TRACK.
 DA1072
 DA1072                          STATION RECOVERY (1964)
 DA1072
 DA1072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1072'MARK NOT FOUND.
 DA1072
 DA1072                          STATION RECOVERY (1981)
 DA1072
 DA1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1072'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE BRIDGE DESCRIBED HAS BEEN
 DA1072'REMOVED AND NEW TRACKS CONSTRUCTED, MARK BELIEVED DESTROYED.
 DA1072
 DA1072                          STATION RECOVERY (1981)
 DA1072
 DA1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1072'SEARCHED FOR BUT NOT RECOVERED. NOTE-THE BRIDGE DESCRIBED HAS BEEN
 DA1072'REMOVED AND NEW TRACKS CONSTRUCTED, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0183 ***********************************************************************
 DU0183  DESIGNATION -  T 323
 DU0183  PID         -  DU0183
 DU0183  STATE/COUNTY-  AZ/GRAHAM
 DU0183  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0183
 DU0183                         *CURRENT SURVEY CONTROL
 DU0183  ___________________________________________________________________
 DU0183* NAD 83(1986)-  33 20 11.     (N)    110 03 17.     (W)     SCALED    
 DU0183* NAVD 88     -      1510.472  (meters)    4955.61   (feet)  ADJUSTED  
 DU0183  ___________________________________________________________________
 DU0183  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DU0183  DYNAMIC HT  -        1508.268 (meters)    4948.38  (feet)  COMP
 DU0183  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 DU0183
 DU0183  VERT ORDER  -  SECOND    CLASS 0
 DU0183
 DU0183.The horizontal coordinates were scaled from a topographic map and have
 DU0183.an estimated accuracy of +/- 6 seconds.
 DU0183
 DU0183.The orthometric height was determined by differential leveling
 DU0183.and adjusted in June 1991.
 DU0183
 DU0183.The geoid height was determined by GEOID03.
 DU0183
 DU0183.The dynamic height is computed by dividing the NAVD 88
 DU0183.geopotential number by the normal gravity value computed on the
 DU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0183.degrees latitude (g = 980.6199 gals.).
 DU0183
 DU0183.The modeled gravity was interpolated from observed gravity values.
 DU0183
 DU0183;                    North         East    Units  Estimated Accuracy
 DU0183;SPC AZ E     -   259,060.      223,780.      MT  (+/- 180 meters Scaled)
 DU0183
 DU0183                          SUPERSEDED SURVEY CONTROL
 DU0183
 DU0183  NGVD 29 (??/??/92) 1509.766  (m)         4953.29   (f) ADJ UNCH    2 0
 DU0183
 DU0183.Superseded values are not recommended for survey control.
 DU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0183.See file dsdata.txt to determine how the superseded data were derived.
 DU0183
 DU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB879889(NAD 83)
 DU0183_MARKER: DB = BENCH MARK DISK
 DU0183_SETTING: 66 = SET IN ROCK OUTCROP
 DU0183_SP_SET: ROCK OUTCROP
 DU0183_STAMPING: T 323 1952
 DU0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0183+STABILITY: POSITION/ELEVATION WELL
 DU0183
 DU0183  HISTORY     - Date     Condition        Report By
 DU0183  HISTORY     - 1952     MONUMENTED       CGS
 DU0183
 DU0183                          STATION DESCRIPTION
 DU0183
 DU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0183'4.2 MI SW FROM ASH CREEK RANCH.
 DU0183'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0183'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0183'1.8 MILES SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, AT THE JUNCTION
 DU0183'OF A TRACK ROAD LEADING NORTHEAST, ABOUT 0.1 MILE NORTHEAST OF A POINT
 DU0183'WHERE THE ROAD CROSSES A DRY WASH, ON A ROCKY POINT OF A HILL, 886
 DU0183'FEET WEST OF THE CENTER LINE OF THE ROAD, 207 FEET WEST OF THE
 DU0183'APPROXIMATE CENTER OF THE WASH, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DU0183'THE TOP OF A MALPAIS ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0399 ***********************************************************************
 CY0399  DESIGNATION -  T 324
 CY0399  PID         -  CY0399
 CY0399  STATE/COUNTY-  AZ/COCHISE
 CY0399  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0399
 CY0399                         *CURRENT SURVEY CONTROL
 CY0399  ___________________________________________________________________
 CY0399* NAD 83(1986)-  32 15 12.     (N)    109 52 19.     (W)     SCALED    
 CY0399* NAVD 88     -      1274.47   (+/-2cm)    4181.3    (feet)  VERTCON   
 CY0399  ___________________________________________________________________
 CY0399  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY0399  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0399
 CY0399.The horizontal coordinates were scaled from a topographic map and have
 CY0399.an estimated accuracy of +/- 6 seconds.
 CY0399
 CY0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0399.The vertical order pertains to the NGVD 29 superseded value.
 CY0399
 CY0399.The geoid height was determined by GEOID03.
 CY0399
 CY0399;                    North         East    Units  Estimated Accuracy
 CY0399;SPC AZ E     -   138,990.      241,130.      MT  (+/- 180 meters Scaled)
 CY0399
 CY0399                          SUPERSEDED SURVEY CONTROL
 CY0399
 CY0399  NGVD 29 (??/??/92) 1273.715  (m)         4178.85   (f) ADJ UNCH    1 2
 CY0399
 CY0399.Superseded values are not recommended for survey control.
 CY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0399.See file dsdata.txt to determine how the superseded data were derived.
 CY0399
 CY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA062690(NAD 83)
 CY0399_MARKER: DB = BENCH MARK DISK
 CY0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0399_STAMPING: T 324 1952
 CY0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0399+STABILITY: SURFACE MOTION
 CY0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0399+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 CY0399
 CY0399  HISTORY     - Date     Condition        Report By
 CY0399  HISTORY     - 1952     MONUMENTED       CGS
 CY0399  HISTORY     - 20051113 GOOD             NGS
 CY0399
 CY0399                          STATION DESCRIPTION
 CY0399
 CY0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0399'2.6 MI W FROM WILLCOX.
 CY0399'2.6 MILES WEST ALONG MALEY STREET AND A COUNTY ROAD, AT A CATTLE GUARD
 CY0399'AND DRIVEWAY TO A PRIVATE HOME, 37.0 FEET NORTH OF THE CENTER LINE OF
 CY0399'THE ROAD, 25.4 FEET EAST OF A NORTH-SOUTH FENCE, 21.5 FEET SOUTHWEST
 CY0399'OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 5.0 FEET NORTH OF AN
 CY0399'EAST-WEST FENCE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 CY0399'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 CY0399'ABOVE THE GROUND.
 CY0399
 CY0399                          STATION RECOVERY (2005)
 CY0399
 CY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0399'COUNTY ROAD IS NOW CALLED AIRPORT ROAD.  WTINESS SIGN IS NOW ATTACHED
 CY0399'TO FENCE POST.  CATTLE GUARD IS GONE.  STATION IS AT 2600 AIRPORT
 CY0399'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0042 ***********************************************************************
 CG0042  DESIGNATION -  T 325
 CG0042  PID         -  CG0042
 CG0042  STATE/COUNTY-  AZ/COCHISE
 CG0042  USGS QUAD   -  KNOB HILL (1973)
 CG0042
 CG0042                         *CURRENT SURVEY CONTROL
 CG0042  ___________________________________________________________________
 CG0042* NAD 83(1986)-  31 58 55.     (N)    110 07 31.     (W)     SCALED    
 CG0042* NAVD 88     -      1318.81   (+/-2cm)    4326.8    (feet)  VERTCON   
 CG0042  ___________________________________________________________________
 CG0042  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CG0042  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0042
 CG0042.The horizontal coordinates were scaled from a topographic map and have
 CG0042.an estimated accuracy of +/- 6 seconds.
 CG0042
 CG0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0042.The vertical order pertains to the NGVD 29 superseded value.
 CG0042
 CG0042.The geoid height was determined by GEOID03.
 CG0042
 CG0042;                    North         East    Units  Estimated Accuracy
 CG0042;SPC AZ E     -   108,870.      217,270.      MT  (+/- 180 meters Scaled)
 CG0042
 CG0042                          SUPERSEDED SURVEY CONTROL
 CG0042
 CG0042  NGVD 29 (??/??/92) 1317.940  (m)         4323.94   (f) ADJ UNCH    1 2
 CG0042
 CG0042.Superseded values are not recommended for survey control.
 CG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0042.See file dsdata.txt to determine how the superseded data were derived.
 CG0042
 CG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA826387(NAD 83)
 CG0042_MARKER: DB = BENCH MARK DISK
 CG0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0042_SP_SET: CULVERT
 CG0042_STAMPING: T 325 1952
 CG0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0042
 CG0042  HISTORY     - Date     Condition        Report By
 CG0042  HISTORY     - 1952     MONUMENTED       CGS
 CG0042
 CG0042                          STATION DESCRIPTION
 CG0042
 CG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0042'6.4 MI SW FROM DRAGOON.
 CG0042'6.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0042'THE STATION AT DRAGOON, IN THE TOP AND ABOUT THE MIDDLE OF THE WEST
 CG0042'HEADWALL OF A LARGE CONCRETE ARCH CULVERT NUMBER 1047.54, AT THE SOUTH
 CG0042'END AND ON THE OUTSIDE OF A CURVE IN THE TRACK, 4 1/2 RAILS NORTH OF
 CG0042'SEMAPHORE NUMBER 1047.7 AND A SECTION CAR -SIDING, 25.0 FEET WEST OF
 CG0042'THE WEST RAIL, 6.9 FEET SOUTH OF THE NORTH END OF A CULVERT, AND ABOUT
 CG0042'11.0 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0310 ***********************************************************************
 FP0310  DESIGNATION -  T 33
 FP0310  PID         -  FP0310
 FP0310  STATE/COUNTY-  AZ/APACHE
 FP0310  USGS QUAD   -  GANADO MESA (1972)
 FP0310
 FP0310                         *CURRENT SURVEY CONTROL
 FP0310  ___________________________________________________________________
 FP0310* NAD 83(1986)-  35 50 56.     (N)    109 35 51.     (W)     SCALED    
 FP0310* NAVD 88     -      1928.249  (meters)    6326.26   (feet)  ADJUSTED  
 FP0310  ___________________________________________________________________
 FP0310  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 FP0310  DYNAMIC HT  -        1925.710 (meters)    6317.93  (feet)  COMP
 FP0310  MODELED GRAV-     979,246.9   (mgal)                       NAVD 88
 FP0310
 FP0310  VERT ORDER  -  FIRST     CLASS II
 FP0310
 FP0310.The horizontal coordinates were scaled from a topographic map and have
 FP0310.an estimated accuracy of +/- 6 seconds.
 FP0310
 FP0310.The orthometric height was determined by differential leveling
 FP0310.and adjusted in June 1991.
 FP0310
 FP0310.The geoid height was determined by GEOID03.
 FP0310
 FP0310.The dynamic height is computed by dividing the NAVD 88
 FP0310.geopotential number by the normal gravity value computed on the
 FP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0310.degrees latitude (g = 980.6199 gals.).
 FP0310
 FP0310.The modeled gravity was interpolated from observed gravity values.
 FP0310
 FP0310;                    North         East    Units  Estimated Accuracy
 FP0310;SPC AZ E     -   537,900.      264,770.      MT  (+/- 180 meters Scaled)
 FP0310
 FP0310                          SUPERSEDED SURVEY CONTROL
 FP0310
 FP0310  NGVD 29 (??/??/92) 1927.336  (m)         6323.27   (f) ADJ UNCH    1 2
 FP0310
 FP0310.Superseded values are not recommended for survey control.
 FP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0310.See file dsdata.txt to determine how the superseded data were derived.
 FP0310
 FP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE266680(NAD 83)
 FP0310_MARKER: DB = BENCH MARK DISK
 FP0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0310_STAMPING: 6323.268 T 33 1933
 FP0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0310+STABILITY: SURFACE MOTION
 FP0310
 FP0310  HISTORY     - Date     Condition        Report By
 FP0310  HISTORY     - 1933     MONUMENTED       CGS
 FP0310  HISTORY     - 1972     GOOD             USGS
 FP0310
 FP0310                          STATION DESCRIPTION
 FP0310
 FP0310'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0310'13.4 MI NW FROM GANADO.
 FP0310'.15 MILES S. FROM THE P.O. AT GANADO TO STATE HIWAY 264.  WEST ALONG
 FP0310'STATE HIWAY 264 6.15 MILES TO INTERSECTION WITH STATE HIWAY 63 TO
 FP0310'CHINLE.  NORTH ALONG STATE HIWAY 63 TO CHINLE 7.10 MILES.  467 FEET
 FP0310'EAST OF CENTERLINE OF HIGHWAY.  44 FEET WEST OF CENTERLINE OF
 FP0310'ABANDONED ROAD.  AND 3 FEET EAST OF A POLE.  A STANDARD DISK STAMPED
 FP0310'6323.268 T 33 1933 AND SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 FP0310'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0301 ***********************************************************************
 CY0301  DESIGNATION -  T 330
 CY0301  PID         -  CY0301
 CY0301  STATE/COUNTY-  AZ/COCHISE
 CY0301  USGS QUAD   -  OLGA (1974)
 CY0301
 CY0301                         *CURRENT SURVEY CONTROL
 CY0301  ___________________________________________________________________
 CY0301* NAD 83(1986)-  32 16 45.     (N)    109 16 20.     (W)     SCALED    
 CY0301* NAVD 88     -      1096.325  (meters)    3596.86   (feet)  ADJUSTED  
 CY0301  ___________________________________________________________________
 CY0301  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0301  DYNAMIC HT  -        1094.704 (meters)    3591.54  (feet)  COMP
 CY0301  MODELED GRAV-     979,123.7   (mgal)                       NAVD 88
 CY0301
 CY0301  VERT ORDER  -  FIRST     CLASS II
 CY0301
 CY0301.The horizontal coordinates were scaled from a topographic map and have
 CY0301.an estimated accuracy of +/- 6 seconds.
 CY0301
 CY0301.The orthometric height was determined by differential leveling
 CY0301.and adjusted in June 1991.
 CY0301
 CY0301.The geoid height was determined by GEOID03.
 CY0301
 CY0301.The dynamic height is computed by dividing the NAVD 88
 CY0301.geopotential number by the normal gravity value computed on the
 CY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0301.degrees latitude (g = 980.6199 gals.).
 CY0301
 CY0301.The modeled gravity was interpolated from observed gravity values.
 CY0301
 CY0301;                    North         East    Units  Estimated Accuracy
 CY0301;SPC AZ E     -   142,170.      297,620.      MT  (+/- 180 meters Scaled)
 CY0301
 CY0301                          SUPERSEDED SURVEY CONTROL
 CY0301
 CY0301  NGVD 29 (??/??/92) 1095.659  (m)         3594.67   (f) ADJ UNCH    1 2
 CY0301
 CY0301.Superseded values are not recommended for survey control.
 CY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0301.See file dsdata.txt to determine how the superseded data were derived.
 CY0301
 CY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA627726(NAD 83)
 CY0301_MARKER: DB = BENCH MARK DISK
 CY0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0301_STAMPING: T 330 1952
 CY0301_PROJECTION: PROJECTING 6 CENTIMETERS
 CY0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0301+STABILITY: SURFACE MOTION
 CY0301
 CY0301  HISTORY     - Date     Condition        Report By
 CY0301  HISTORY     - 1952     MONUMENTED       CGS
 CY0301  HISTORY     - 1960     GOOD             NGS
 CY0301  HISTORY     - 1979     GOOD             NGS
 CY0301
 CY0301                          STATION DESCRIPTION
 CY0301
 CY0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0301'2.9 MI W FROM SAN SIMON.
 CY0301'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0301'RAILROAD STATION AT SAN SIMON, THENCE 2.75 MILES WEST ALONG STATE
 CY0301'HIGHWAY 86, 0.4 MILE EAST OF RAILROAD MILEPOST 1111.  97 FEET SOUTH OF
 CY0301'THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 100 FEET NORTH OF THE
 CY0301'CENTER LINE OF THE HIGHWAY, 93 FEET SOUTHWEST OF A TELEPHONE POLE, 4.3
 CY0301'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0301'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CY0301
 CY0301                          STATION RECOVERY (1960)
 CY0301
 CY0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0301'RECOVERED IN GOOD CONDITION.
 CY0301
 CY0301                          STATION RECOVERY (1979)
 CY0301
 CY0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0301'4.9 KILOMETERS (3.05 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0301'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.2 KILOMETER (0.1 MILE) WEST OF
 CY0301'THE CROSSING OF A POWER LINE, 0.3 KILOMETER (0.2 MILE) EAST OF
 CY0301'RAILROAD BRIDGE 1111.23, 29.8 METERS (98 FEET) NORTH OF THE
 CY0301'CENTERLINE OF THE HIGHWAY AND 29.4 METERS (97 FEET) SOUTH OF THE
 CY0301'SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS.
 CY0301'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 CY0301'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0516 ***********************************************************************
 DA0516  DESIGNATION -  T 331
 DA0516  PID         -  DA0516
 DA0516  STATE/COUNTY-  AZ/MARICOPA
 DA0516  USGS QUAD   -  BLACK GAP (1986)
 DA0516
 DA0516                         *CURRENT SURVEY CONTROL
 DA0516  ___________________________________________________________________
 DA0516* NAD 83(1986)-  32 45 46.     (N)    112 49 09.     (W)     SCALED    
 DA0516* NAVD 88     -       311.868  (meters)    1023.19   (feet)  ADJUSTED  
 DA0516  ___________________________________________________________________
 DA0516  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA0516  DYNAMIC HT  -         311.503 (meters)    1021.99  (feet)  COMP
 DA0516  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 DA0516
 DA0516  VERT ORDER  -  FIRST     CLASS II
 DA0516
 DA0516.The horizontal coordinates were scaled from a topographic map and have
 DA0516.an estimated accuracy of +/- 6 seconds.
 DA0516
 DA0516.The orthometric height was determined by differential leveling
 DA0516.and adjusted in June 1991.
 DA0516
 DA0516.The geoid height was determined by GEOID03.
 DA0516
 DA0516.The dynamic height is computed by dividing the NAVD 88
 DA0516.geopotential number by the normal gravity value computed on the
 DA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0516.degrees latitude (g = 980.6199 gals.).
 DA0516
 DA0516.The modeled gravity was interpolated from observed gravity values.
 DA0516
 DA0516;                    North         East    Units  Estimated Accuracy
 DA0516;SPC AZ C     -   195,810.      128,800.      MT  (+/- 180 meters Scaled)
 DA0516
 DA0516                          SUPERSEDED SURVEY CONTROL
 DA0516
 DA0516  NGVD 29 (??/??/92)  311.254  (m)         1021.17   (f) ADJ UNCH    1 2
 DA0516
 DA0516.Superseded values are not recommended for survey control.
 DA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0516.See file dsdata.txt to determine how the superseded data were derived.
 DA0516
 DA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB295264(NAD 83)
 DA0516_MARKER: DB = BENCH MARK DISK
 DA0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0516_STAMPING: T 331 1953
 DA0516_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0516+STABILITY: SURFACE MOTION
 DA0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0516+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0516
 DA0516  HISTORY     - Date     Condition        Report By
 DA0516  HISTORY     - 1953     MONUMENTED       CGS
 DA0516  HISTORY     - 1980     GOOD             NGS
 DA0516  HISTORY     - 1984     GOOD             DMA
 DA0516  HISTORY     - 20060219 GOOD             USPSQD
 DA0516  HISTORY     - 20070603 GOOD             GEOCAC
 DA0516
 DA0516                          STATION DESCRIPTION
 DA0516
 DA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0516'14.2 MI S FROM GILA BEND.
 DA0516'14.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0516'COMPANY RAILROAD STATION AT GILA BEND, 11 POLES SOUTH OF TUCSON,
 DA0516'CORNELIA AND GILA BEND RAILROAD MILEPOLE 14, 167 FEET NORTHWEST OF THE
 DA0516'NORTHWEST CORNER OF RAILROAD WOODEN BRIDGE 144, 98.0 FEET WEST OF THE
 DA0516'WEST RAIL, 59.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 DA0516'NORTHWEST OF A TELEPHONE POLE, 2.2 FEET WEST OF A WITNESS POST, ABOUT
 DA0516'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0516'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0516
 DA0516                          STATION RECOVERY (1980)
 DA0516
 DA0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0516'22.5 KM (14.0 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0516'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.9 KM (0.55
 DA0516'MI) SOUTHWEST OF A POWER LINE CROSSING, 0.5 KM (0.3 MI) SOUTHWEST
 DA0516'OF STATE HIGHWAY 85 MILEPOST 14, 11 TELEGRAPH POLES SOUTHWEST OF
 DA0516'RAILWAY MILEPOLE 14, 29.9 METERS (98.0 FT) NORTHWEST OF THE NORTHWEST
 DA0516'RAIL OF THE TRACKS, 50.9 METERS (167 FT) SOUTHEAST OF THE CENTERLINE
 DA0516'OF THE HIGHWAY, 50.9 METERS (167 FT) NORTH OF THE NORTHWEST CORNER
 DA0516'OF RAILWAY BRIDGE NUMBER 144, 2.1 METERS (7.0 FT) SOUTHWEST OF AN
 DA0516'IRON BRACE IN THE RIGHT-OF-WAY FENCE LINE, 0.9 METER (3.0 FT)
 DA0516'NORTHEAST OF AN IRON TELEGRAPH POLE, 0.3 METER (1.0 FT) NORTHWEST
 DA0516'OF THE OF THE FENCE LINE.
 DA0516'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DA0516'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0516
 DA0516                          STATION RECOVERY (1984)
 DA0516
 DA0516'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 DA0516'RECOVERED IN GOOD CONDITION.
 DA0516
 DA0516                          STATION RECOVERY (2006)
 DA0516
 DA0516'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0516'RECOVERED AS DESCRIBED.
 DA0516
 DA0516                          STATION RECOVERY (2007)
 DA0516
 DA0516'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0561 ***********************************************************************
 DA0561  DESIGNATION -  T 332
 DA0561  PID         -  DA0561
 DA0561  STATE/COUNTY-  AZ/MARICOPA
 DA0561  USGS QUAD   -  MIDWAY SW (1986)
 DA0561
 DA0561                         *CURRENT SURVEY CONTROL
 DA0561  ___________________________________________________________________
 DA0561* NAD 83(1986)-  32 31 55.     (N)    112 56 10.     (W)     SCALED    
 DA0561* NAVD 88     -       369.47   (+/-2cm)    1212.2    (feet)  VERTCON   
 DA0561  ___________________________________________________________________
 DA0561  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DA0561  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0561
 DA0561.The horizontal coordinates were scaled from a topographic map and have
 DA0561.an estimated accuracy of +/- 6 seconds.
 DA0561
 DA0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0561.The vertical order pertains to the NGVD 29 superseded value.
 DA0561
 DA0561.The geoid height was determined by GEOID03.
 DA0561
 DA0561;                    North         East    Units  Estimated Accuracy
 DA0561;SPC AZ C     -   170,310.      117,600.      MT  (+/- 180 meters Scaled)
 DA0561
 DA0561                          SUPERSEDED SURVEY CONTROL
 DA0561
 DA0561  NGVD 29 (??/??/92)  368.816  (m)         1210.02   (f) ADJ UNCH    1 2
 DA0561
 DA0561.Superseded values are not recommended for survey control.
 DA0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0561.See file dsdata.txt to determine how the superseded data were derived.
 DA0561
 DA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB181010(NAD 83)
 DA0561_MARKER: DB = BENCH MARK DISK
 DA0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0561_STAMPING: T 332 1953
 DA0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0561+STABILITY: SURFACE MOTION
 DA0561
 DA0561  HISTORY     - Date     Condition        Report By
 DA0561  HISTORY     - 1953     MONUMENTED       CGS
 DA0561
 DA0561                          STATION DESCRIPTION
 DA0561
 DA0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0561'13.9 MI NW FROM AJO.
 DA0561'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0561'THE STATION AT AJO, THENCE 4.1 MILES NORTHWEST ALONG A GRAVELED ROAD,
 DA0561'AT WILLIAMS AIR FORCE AUXILIARY FIELD NO. 1, AT THE NORTH INSIDE
 DA0561'CORNER OF A TRIANGLE FORMED BY THE 3 RUNWAYS, 88 FEET SOUTHWEST OF THE
 DA0561'SOUTHWEST EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY, 66 FEET EAST OF THE
 DA0561'EAST EDGE OF THE NORTH-SOUTH RUNWAY, 39 1/2 FEET NORTH OF THE CENTER
 DA0561'LINE OF A TRACK ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 DA0561'WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0561'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0193 ***********************************************************************
 CZ0193  DESIGNATION -  T 333
 CZ0193  PID         -  CZ0193
 CZ0193  STATE/COUNTY-  AZ/PIMA
 CZ0193  USGS QUAD   -  TUCSON (1992)
 CZ0193
 CZ0193                         *CURRENT SURVEY CONTROL
 CZ0193  ___________________________________________________________________
 CZ0193* NAD 83(1986)-  32 09 26.     (N)    110 57 40.     (W)     SCALED    
 CZ0193* NAVD 88     -       764.152  (meters)    2507.06   (feet)  ADJUSTED  
 CZ0193  ___________________________________________________________________
 CZ0193  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ0193  DYNAMIC HT  -         763.095 (meters)    2503.59  (feet)  COMP
 CZ0193  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 CZ0193
 CZ0193  VERT ORDER  -  FIRST     CLASS II
 CZ0193
 CZ0193.The horizontal coordinates were scaled from a topographic map and have
 CZ0193.an estimated accuracy of +/- 6 seconds.
 CZ0193
 CZ0193.The orthometric height was determined by differential leveling
 CZ0193.and adjusted in June 1991.
 CZ0193
 CZ0193.The geoid height was determined by GEOID03.
 CZ0193
 CZ0193.The dynamic height is computed by dividing the NAVD 88
 CZ0193.geopotential number by the normal gravity value computed on the
 CZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0193.degrees latitude (g = 980.6199 gals.).
 CZ0193
 CZ0193.The modeled gravity was interpolated from observed gravity values.
 CZ0193
 CZ0193;                    North         East    Units  Estimated Accuracy
 CZ0193;SPC AZ C     -   128,700.      303,490.      MT  (+/- 180 meters Scaled)
 CZ0193
 CZ0193                          SUPERSEDED SURVEY CONTROL
 CZ0193
 CZ0193  NGVD 29 (??/??/92)  763.503  (m)         2504.93   (f) ADJ UNCH    1 2
 CZ0193
 CZ0193.Superseded values are not recommended for survey control.
 CZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0193.See file dsdata.txt to determine how the superseded data were derived.
 CZ0193
 CZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036578(NAD 83)
 CZ0193_MARKER: DB = BENCH MARK DISK
 CZ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0193_STAMPING: T 333 1953
 CZ0193_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0193+STABILITY: SURFACE MOTION
 CZ0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0193+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CZ0193
 CZ0193  HISTORY     - Date     Condition        Report By
 CZ0193  HISTORY     - 1953     MONUMENTED       CGS
 CZ0193  HISTORY     - 1980     GOOD             NGS
 CZ0193  HISTORY     - 20060315 GOOD             USPSQD
 CZ0193  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0193
 CZ0193                          STATION DESCRIPTION
 CZ0193
 CZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CZ0193'4.6 MI S FROM TUCSON.
 CZ0193'4.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0193'STATION AT TUCSON, 0.4 MILE SOUTH OF THE INTERSECTION OF FLETCHER
 CZ0193'AVENUE AND IRVINGTON ROAD, 5 1/2 FEET SOUTH OF MILEPOLE 989, 92 FEET
 CZ0193'EAST OF THE CENTER LINE OF SOUTH FLETCHER AVENUE, 35.8 FEET WEST OF
 CZ0193'THE WEST RAIL, 2.1 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 CZ0193'THAN THE TOP OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 CZ0193'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0193
 CZ0193                          STATION RECOVERY (1980)
 CZ0193
 CZ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0193'7.4 KILOMETERS (4.6 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0193'RAILROAD FROM THE STATION AT TUCSON, 0.6 KILOMETER (0.4 MILE)
 CZ0193'SOUTH OF THE CROSSING OF IRVINGTON ROAD, 1.7 METERS (5.5 FEET)
 CZ0193'SOUTH OF THE RAILROAD MILEPOST 989, 11 METERS (36 FEET) WEST OF
 CZ0193'THE WEST RAIL, 30.5 METERS (100 FEET) NORTH OF THE EXTENDED
 CZ0193'CENTERLINE OF VAQUERO PLACE, 28.6 METERS (93.7 FEET) EAST OF THE
 CZ0193'CENTERLINE OF FLETCHER AVENUE.
 CZ0193'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CZ0193'THE MARK IS 0.3 M BELOW THE RAILS.
 CZ0193
 CZ0193                          STATION RECOVERY (2006)
 CZ0193
 CZ0193'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0193'RECOVERED AS DESCRIBED.
 CZ0193
 CZ0193                          STATION RECOVERY (2007)
 CZ0193
 CZ0193'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0391 ***********************************************************************
 CG0391  DESIGNATION -  T 334
 CG0391  PID         -  CG0391
 CG0391  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0391  USGS QUAD   -  TUBAC (1981)
 CG0391
 CG0391                         *CURRENT SURVEY CONTROL
 CG0391  ___________________________________________________________________
 CG0391* NAD 83(1986)-  31 35 03.     (N)    111 02 30.     (W)     SCALED    
 CG0391* NAVD 88     -       985.77   (+/-2cm)    3234.1    (feet)  VERTCON   
 CG0391  ___________________________________________________________________
 CG0391  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0391  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0391
 CG0391.The horizontal coordinates were scaled from a topographic map and have
 CG0391.an estimated accuracy of +/- 6 seconds.
 CG0391
 CG0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0391.The vertical order pertains to the NGVD 29 superseded value.
 CG0391
 CG0391.The geoid height was determined by GEOID03.
 CG0391
 CG0391;                    North         East    Units  Estimated Accuracy
 CG0391;SPC AZ C     -    65,100.      296,410.      MT  (+/- 180 meters Scaled)
 CG0391
 CG0391                          SUPERSEDED SURVEY CONTROL
 CG0391
 CG0391  NGVD 29 (??/??/92)  984.935  (m)         3231.41   (f) ADJ UNCH    1 2
 CG0391
 CG0391.Superseded values are not recommended for survey control.
 CG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0391.See file dsdata.txt to determine how the superseded data were derived.
 CG0391
 CG0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV960943(NAD 83)
 CG0391_MARKER: DB = BENCH MARK DISK
 CG0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0391_STAMPING: T 334 1953
 CG0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0391+STABILITY: SURFACE MOTION
 CG0391
 CG0391  HISTORY     - Date     Condition        Report By
 CG0391  HISTORY     - 1953     MONUMENTED       CGS
 CG0391
 CG0391                          STATION DESCRIPTION
 CG0391
 CG0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0391'8.7 MI S FROM AMADO.
 CG0391'8.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0391'WATER TANK AT AMADO, ACROSS THE TRACK FROM MILEPOLE 1030, 18.8 FEET
 CG0391'NORTHEAST OF THE NORTHEAST CORNER OF A CULVERT, 21.0 FEET EAST OF THE
 CG0391'EAST RAIL, 20 1/2 FET WEST OF THE CENTER LINE OF A DIRT ROAD, 19 1/2
 CG0391'FEET NORTH OF THE CENTER OF A SMALL DRAIN DITCH, 1.9 FEET SOUTHWEST OF
 CG0391'A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 CG0391'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0488 ***********************************************************************
 DA0488  DESIGNATION -  T 336
 DA0488  PID         -  DA0488
 DA0488  STATE/COUNTY-  AZ/PIMA
 DA0488  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0488
 DA0488                         *CURRENT SURVEY CONTROL
 DA0488  ___________________________________________________________________
 DA0488* NAD 83(1986)-  32 29 11.     (N)    112 35 45.     (W)     SCALED    
 DA0488* NAVD 88     -       796.01   (+/-2cm)    2611.6    (feet)  VERTCON   
 DA0488  ___________________________________________________________________
 DA0488  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DA0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0488
 DA0488.The horizontal coordinates were scaled from a topographic map and have
 DA0488.an estimated accuracy of +/- 6 seconds.
 DA0488
 DA0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0488.The vertical order pertains to the NGVD 29 superseded value.
 DA0488
 DA0488.The geoid height was determined by GEOID03.
 DA0488
 DA0488;                    North         East    Units  Estimated Accuracy
 DA0488;SPC AZ C     -   165,000.      149,530.      MT  (+/- 180 meters Scaled)
 DA0488
 DA0488                          SUPERSEDED SURVEY CONTROL
 DA0488
 DA0488  NGVD 29 (??/??/92)  795.252  (m)         2609.09   (f) ADJ UNCH    2 0
 DA0488
 DA0488.Superseded values are not recommended for survey control.
 DA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0488.See file dsdata.txt to determine how the superseded data were derived.
 DA0488
 DA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA500954(NAD 83)
 DA0488_MARKER: DB = BENCH MARK DISK
 DA0488_SETTING: 66 = SET IN ROCK OUTCROP
 DA0488_SP_SET: ROCK OUTCROP
 DA0488_STAMPING: T 336 1961
 DA0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0488+STABILITY: POSITION/ELEVATION WELL
 DA0488
 DA0488  HISTORY     - Date     Condition        Report By
 DA0488  HISTORY     - 1961     MONUMENTED       CGS
 DA0488
 DA0488                          STATION DESCRIPTION
 DA0488
 DA0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0488'19.65 MI E FROM AJO.
 DA0488'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0488'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0488'STATE HIGHWAY 85.  THENCE 18.1 MILES EAST ALONG A DIRT ROAD WHICH
 DA0488'FOLLOWS A PIPE LINE.  1.45 MILES WEST OF A GATE ENTERING THE PAPAGO
 DA0488'INDIAN RESERVATION.  SET IN THE TOP OF A BLACK ROCK OUTCROP WHICH
 DA0488'PROJECTS 30 INCHES, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 DA0488'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0259 ***********************************************************************
 DA0259  DESIGNATION -  T 337
 DA0259  PID         -  DA0259
 DA0259  STATE/COUNTY-  AZ/PIMA
 DA0259  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA0259
 DA0259                         *CURRENT SURVEY CONTROL
 DA0259  ___________________________________________________________________
 DA0259* NAD 83(1986)-  32 07 43.     (N)    112 17 10.     (W)     SCALED    
 DA0259* NAVD 88     -       648.22   (+/-2cm)    2126.7    (feet)  VERTCON   
 DA0259  ___________________________________________________________________
 DA0259  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DA0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0259
 DA0259.The horizontal coordinates were scaled from a topographic map and have
 DA0259.an estimated accuracy of +/- 6 seconds.
 DA0259
 DA0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0259.The vertical order pertains to the NGVD 29 superseded value.
 DA0259
 DA0259.The geoid height was determined by GEOID03.
 DA0259
 DA0259;                    North         East    Units  Estimated Accuracy
 DA0259;SPC AZ C     -   125,190.      178,500.      MT  (+/- 180 meters Scaled)
 DA0259
 DA0259                          SUPERSEDED SURVEY CONTROL
 DA0259
 DA0259  NGVD 29 (??/??/92)  647.530  (m)         2124.44   (f) ADJ UNCH    2 0
 DA0259
 DA0259.Superseded values are not recommended for survey control.
 DA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0259.See file dsdata.txt to determine how the superseded data were derived.
 DA0259
 DA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA786554(NAD 83)
 DA0259_MARKER: DB = BENCH MARK DISK
 DA0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0259_STAMPING: T 337 1961
 DA0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0259+STABILITY: SURFACE MOTION
 DA0259
 DA0259  HISTORY     - Date     Condition        Report By
 DA0259  HISTORY     - 1961     MONUMENTED       CGS
 DA0259
 DA0259                          STATION DESCRIPTION
 DA0259
 DA0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0259'7.5 MI N FROM PISINIMO.
 DA0259'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0259'PISONIMO, AN INDIAN VILLAGE.  THENCE 7.15 MILES NORTH ALONG A GRAVELED
 DA0259'ROAD.  95 FEET WEST OF THE CENTER LINE OF THE ROAD, 103 FEET SOUTHEAST
 DA0259'OF A TELEPHONE POLE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 DA0259'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0259'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0112 ***********************************************************************
 CH0112  DESIGNATION -  T 338
 CH0112  PID         -  CH0112
 CH0112  STATE/COUNTY-  AZ/PIMA
 CH0112  USGS QUAD   -  PIA OIK (1988)
 CH0112
 CH0112                         *CURRENT SURVEY CONTROL
 CH0112  ___________________________________________________________________
 CH0112* NAD 83(1986)-  31 56 24.     (N)    112 34 35.     (W)     SCALED    
 CH0112* NAVD 88     -       619.94   (+/-2cm)    2033.9    (feet)  VERTCON   
 CH0112  ___________________________________________________________________
 CH0112  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 CH0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0112
 CH0112.The horizontal coordinates were scaled from a topographic map and have
 CH0112.an estimated accuracy of +/- 6 seconds.
 CH0112
 CH0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0112.The vertical order pertains to the NGVD 29 superseded value.
 CH0112
 CH0112.The geoid height was determined by GEOID03.
 CH0112
 CH0112;                    North         East    Units  Estimated Accuracy
 CH0112;SPC AZ C     -   104,400.      150,990.      MT  (+/- 180 meters Scaled)
 CH0112
 CH0112                          SUPERSEDED SURVEY CONTROL
 CH0112
 CH0112  NGVD 29 (??/??/92)  619.199  (m)         2031.49   (f) ADJ UNCH    2 0
 CH0112
 CH0112.Superseded values are not recommended for survey control.
 CH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0112.See file dsdata.txt to determine how the superseded data were derived.
 CH0112
 CH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA509348(NAD 83)
 CH0112_MARKER: DB = BENCH MARK DISK
 CH0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0112_SP_SET: 13 1/2 FT
 CH0112_STAMPING: T 338 1961
 CH0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0112
 CH0112  HISTORY     - Date     Condition        Report By
 CH0112  HISTORY     - 1961     MONUMENTED       CGS
 CH0112
 CH0112                          STATION DESCRIPTION
 CH0112
 CH0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0112'9.7 MI N FROM MENAGERS.
 CH0112'ABOUT 9.7 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0112'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  1.55 MILES SOUTH OF THE
 CH0112'JUNCTION OF THE GRADED DIRT ROAD AND A ROAD LEADING EAST TO A SMALL
 CH0112'INDIAN VILLAGE, 2.2 MILES NORTH OF THE JUNCTION OF THE GRADED DIRT
 CH0112'ROAD AND A ROAD LEADING EAST TO PIA OIK, 0.2 MILE SOUTH OF A WASH, 71
 CH0112'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A METAL
 CH0112'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 CH0112'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 1/2 FEET AND IS
 CH0112'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0042 ***********************************************************************
 CH0042  DESIGNATION -  T 339
 CH0042  PID         -  CH0042
 CH0042  STATE/COUNTY-  AZ/PIMA
 CH0042  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0042
 CH0042                         *CURRENT SURVEY CONTROL
 CH0042  ___________________________________________________________________
 CH0042* NAD 83(1986)-  31 40 42.     (N)    112 01 06.     (W)     SCALED    
 CH0042* NAVD 88     -       713.71   (+/-2cm)    2341.6    (feet)  VERTCON   
 CH0042  ___________________________________________________________________
 CH0042  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 CH0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0042
 CH0042.The horizontal coordinates were scaled from a topographic map and have
 CH0042.an estimated accuracy of +/- 6 seconds.
 CH0042
 CH0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0042.The vertical order pertains to the NGVD 29 superseded value.
 CH0042
 CH0042.The geoid height was determined by GEOID03.
 CH0042
 CH0042;                    North         East    Units  Estimated Accuracy
 CH0042;SPC AZ C     -    75,210.      203,720.      MT  (+/- 180 meters Scaled)
 CH0042
 CH0042                          SUPERSEDED SURVEY CONTROL
 CH0042
 CH0042  NGVD 29 (??/??/92)  712.980  (m)         2339.17   (f) ADJ UNCH    2 0
 CH0042
 CH0042.Superseded values are not recommended for survey control.
 CH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0042.See file dsdata.txt to determine how the superseded data were derived.
 CH0042
 CH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA034052(NAD 83)
 CH0042_MARKER: DB = BENCH MARK DISK
 CH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0042_STAMPING: T 339 1961
 CH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0042+STABILITY: SURFACE MOTION
 CH0042
 CH0042  HISTORY     - Date     Condition        Report By
 CH0042  HISTORY     - 1961     MONUMENTED       CGS
 CH0042
 CH0042                          STATION DESCRIPTION
 CH0042
 CH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0042'8.5 MI SW FROM VAMORI.
 CH0042'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CH0042'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CH0042'THENCE 7.9 MILES SOUTHWEST ALONG A DIRT ROAD, 1.9 MILES NORTHEAST OF A
 CH0042'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0042'NUMBERED 70, 1.4 MILES GENERAL WESTERLY DIRECTION FROM A 4X4-INCH
 CH0042'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 71,
 CH0042'2.0 MILES EAST OF AN ABANDONED INDIAN VILLAGE, 38 FEET SOUTHEAST OF
 CH0042'THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 CH0042'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0042'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0777 ***********************************************************************
 CG0777  DESIGNATION -  T 340
 CG0777  PID         -  CG0777
 CG0777  STATE/COUNTY-  AZ/PIMA
 CG0777  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0777
 CG0777                         *CURRENT SURVEY CONTROL
 CG0777  ___________________________________________________________________
 CG0777* NAD 83(1986)-  31 44 54.     (N)    111 49 44.     (W)     SCALED    
 CG0777* NAVD 88     -       739.06   (+/-2cm)    2424.7    (feet)  VERTCON   
 CG0777  ___________________________________________________________________
 CG0777  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0777
 CG0777.The horizontal coordinates were scaled from a topographic map and have
 CG0777.an estimated accuracy of +/- 6 seconds.
 CG0777
 CG0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0777.The vertical order pertains to the NGVD 29 superseded value.
 CG0777
 CG0777.The geoid height was determined by GEOID03.
 CG0777
 CG0777;                    North         East    Units  Estimated Accuracy
 CG0777;SPC AZ C     -    82,970.      221,680.      MT  (+/- 180 meters Scaled)
 CG0777
 CG0777                          SUPERSEDED SURVEY CONTROL
 CG0777
 CG0777  NGVD 29 (??/??/92)  738.345  (m)         2422.39   (f) ADJ UNCH    2 0
 CG0777
 CG0777.Superseded values are not recommended for survey control.
 CG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0777.See file dsdata.txt to determine how the superseded data were derived.
 CG0777
 CG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA214128(NAD 83)
 CG0777_MARKER: DB = BENCH MARK DISK
 CG0777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CG0777_SP_SET: 15 FT
 CG0777_STAMPING: T 340 1961
 CG0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0777
 CG0777  HISTORY     - Date     Condition        Report By
 CG0777  HISTORY     - 1961     MONUMENTED       CGS
 CG0777
 CG0777                          STATION DESCRIPTION
 CG0777
 CG0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0777'5.45 MI NE FROM VAMORI.
 CG0777'ABOUT 5.45 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE WINDMILL
 CG0777'AND TWO WATER TANKS AT VAMORI, 0.3 MILE NORTHEAST OF A 4X4-INCH WHITE
 CG0777'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 73, AT
 CG0777'THE SOUTHWEST POINT OF A TRIANGLE FORMED BY THE ROADS, 41 FEET
 CG0777'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST TO VAMORI,
 CG0777'87 FEET WEST OF THE SOUTHWEST POINT OF THE TRIANGLE, 1.9 FEET
 CG0777'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 CG0777'THE ROAD, CLAMPED ON A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 CG0777'DEPTH OF 15 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0198 ***********************************************************************
 FQ0198  DESIGNATION -  T 341
 FQ0198  PID         -  FQ0198
 FQ0198  STATE/COUNTY-  AZ/COCONINO
 FQ0198  USGS QUAD   -  ANGELL (1983)
 FQ0198
 FQ0198                         *CURRENT SURVEY CONTROL
 FQ0198  ___________________________________________________________________
 FQ0198* NAD 83(1986)-  35 10 24.     (N)    111 19 29.     (W)     SCALED    
 FQ0198* NAVD 88     -      1836.329  (meters)    6024.69   (feet)  ADJUSTED  
 FQ0198  ___________________________________________________________________
 FQ0198  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FQ0198  DYNAMIC HT  -        1833.818 (meters)    6016.45  (feet)  COMP
 FQ0198  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 FQ0198
 FQ0198  VERT ORDER  -  SECOND    CLASS 0
 FQ0198
 FQ0198.The horizontal coordinates were scaled from a topographic map and have
 FQ0198.an estimated accuracy of +/- 6 seconds.
 FQ0198
 FQ0198.The orthometric height was determined by differential leveling
 FQ0198.and adjusted in June 1991.
 FQ0198
 FQ0198.The geoid height was determined by GEOID03.
 FQ0198
 FQ0198.The dynamic height is computed by dividing the NAVD 88
 FQ0198.geopotential number by the normal gravity value computed on the
 FQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0198.degrees latitude (g = 980.6199 gals.).
 FQ0198
 FQ0198.The modeled gravity was interpolated from observed gravity values.
 FQ0198
 FQ0198;                    North         East    Units  Estimated Accuracy
 FQ0198;SPC AZ C     -   462,960.      267,280.      MT  (+/- 180 meters Scaled)
 FQ0198
 FQ0198                          SUPERSEDED SURVEY CONTROL
 FQ0198
 FQ0198  NGVD 29 (??/??/92) 1835.404  (m)         6021.65   (f) ADJ UNCH    2 0
 FQ0198
 FQ0198.Superseded values are not recommended for survey control.
 FQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0198.See file dsdata.txt to determine how the superseded data were derived.
 FQ0198
 FQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD704923(NAD 83)
 FQ0198_MARKER: DB = BENCH MARK DISK
 FQ0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0198_SP_SET: BRIDGE
 FQ0198_STAMPING: T 341 1958
 FQ0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0198
 FQ0198  HISTORY     - Date     Condition        Report By
 FQ0198  HISTORY     - 1958     MONUMENTED       CGS
 FQ0198  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0198
 FQ0198                          STATION DESCRIPTION
 FQ0198
 FQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0198'20.0 MI E FROM FLAGSTAFF.
 FQ0198'20.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0198'IN FLAGSTAFF, 0.35 MILE EAST OF MILE POST NUMBER 235, 8 FEET NORTH OF
 FQ0198'THE HIGHWAY, 1 FOOT FROM THE EAST END OF A NORTH HEADWALL OF A
 FQ0198'CONCRETE BRIDGE, CEMENTED IN A DRILL HOLE AND ABOUT 6 FEET LOWER THAN
 FQ0198'THE HIGHWAY.
 FQ0198
 FQ0198                          STATION RECOVERY (1983)
 FQ0198
 FQ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0062 ***********************************************************************
 CH0062  DESIGNATION -  T 341
 CH0062  PID         -  CH0062
 CH0062  STATE/COUNTY-  AZ/PIMA
 CH0062  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0062
 CH0062                         *CURRENT SURVEY CONTROL
 CH0062  ___________________________________________________________________
 CH0062* NAD 83(1986)-  31 51 30.     (N)    112 09 46.     (W)     SCALED    
 CH0062* NAVD 88     -       578.43   (+/-2cm)    1897.7    (feet)  VERTCON   
 CH0062  ___________________________________________________________________
 CH0062  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 CH0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0062
 CH0062.The horizontal coordinates were scaled from a topographic map and have
 CH0062.an estimated accuracy of +/- 6 seconds.
 CH0062
 CH0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0062.The vertical order pertains to the NGVD 29 superseded value.
 CH0062
 CH0062.The geoid height was determined by GEOID03.
 CH0062
 CH0062;                    North         East    Units  Estimated Accuracy
 CH0062;SPC AZ C     -    95,190.      190,070.      MT  (+/- 180 meters Scaled)
 CH0062
 CH0062                          SUPERSEDED SURVEY CONTROL
 CH0062
 CH0062  NGVD 29 (??/??/92)  577.747  (m)         1895.49   (f) ADJ UNCH    2 0
 CH0062
 CH0062.Superseded values are not recommended for survey control.
 CH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0062.See file dsdata.txt to determine how the superseded data were derived.
 CH0062
 CH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA899253(NAD 83)
 CH0062_MARKER: DB = BENCH MARK DISK
 CH0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0062_STAMPING: T 341 1961
 CH0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0062+STABILITY: SURFACE MOTION
 CH0062
 CH0062  HISTORY     - Date     Condition        Report By
 CH0062  HISTORY     - 1961     MONUMENTED       CGS
 CH0062
 CH0062                          STATION DESCRIPTION
 CH0062
 CH0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0062'2.3 MI SW FROM CHUWUT MURK.
 CH0062'ABOUT 2.3 MILES SOUTHWEST ALONG A DIM TRAIL ROAD FROM THE STUCCO
 CH0062'CHURCH AT CHUWUT MURK, AN INDIAN VILLAGE.  OR ABOUT 3.1 MILES
 CH0062'NORTHEAST ALONG A DIM TRAIL ROAD FROM A WELL AND STONE WATER TANK AT
 CH0062'KOTS KUG, AN INDIAN VILLAGE.  0.85 MILE SOUTHWEST OF A GATE IN AN
 CH0062'EAST-WEST FENCE LINE ACROSS THE TRAIL ROAD, 25 FEET SOUTHEAST OF THE
 CH0062'CENTER LINE OF THE TRAIL ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 CH0062'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 CH0062'A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THIS MARK IS 2.4 MILES
 CH0062'NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 CH0062'FEET AND IS NUMBERED 64, 0.7 MILE EAST AND 2.3 MILES GENERAL SOUTHERLY
 CH0062'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 CH0062'16 FEET AND IS NUMBERED 63.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0920 ***********************************************************************
 DA0920  DESIGNATION -  T 342
 DA0920  PID         -  DA0920
 DA0920  STATE/COUNTY-  AZ/PIMA
 DA0920  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0920
 DA0920                         *CURRENT SURVEY CONTROL
 DA0920  ___________________________________________________________________
 DA0920* NAD 83(1986)-  32 08 10.     (N)    113 04 18.     (W)     SCALED    
 DA0920* NAVD 88     -       344.09   (+/-2cm)    1128.9    (feet)  VERTCON   
 DA0920  ___________________________________________________________________
 DA0920  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DA0920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0920
 DA0920.The horizontal coordinates were scaled from a topographic map and have
 DA0920.an estimated accuracy of +/- 6 seconds.
 DA0920
 DA0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0920.The vertical order pertains to the NGVD 29 superseded value.
 DA0920
 DA0920.The geoid height was determined by GEOID03.
 DA0920
 DA0920;                    North         East    Units  Estimated Accuracy
 DA0920;SPC AZ C     -   126,540.      104,390.      MT  (+/- 180 meters Scaled)
 DA0920
 DA0920                          SUPERSEDED SURVEY CONTROL
 DA0920
 DA0920  NGVD 29 (??/??/92)  343.401  (m)         1126.64   (f) ADJ UNCH    2 0
 DA0920
 DA0920.Superseded values are not recommended for survey control.
 DA0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0920.See file dsdata.txt to determine how the superseded data were derived.
 DA0920
 DA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA045574(NAD 83)
 DA0920_MARKER: DB = BENCH MARK DISK
 DA0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0920_STAMPING: T 342 1961
 DA0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0920+STABILITY: SURFACE MOTION
 DA0920
 DA0920  HISTORY     - Date     Condition        Report By
 DA0920  HISTORY     - 1961     MONUMENTED       CGS
 DA0920  HISTORY     - 1962     GOOD             NGS
 DA0920
 DA0920                          STATION DESCRIPTION
 DA0920
 DA0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0920'27.65 MI SW FROM AJO.
 DA0920'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0920'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0920'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0920'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0920'HENRY GRAYS RANCH HOUSE.  THENCE 8.1 MILES SOUTHWEST ALONG A TRAIL
 DA0920'ROAD, 0.45 MILE NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0920'WHICH PROJECTS 16 FEET AND IS NUMBERED 51, 0.9 MILE NORTHEAST OF AN
 DA0920'ENTRANCE GATE TO THE CABEZA PRIETA GAME REFUGE, 25 FEET NORTHWEST OF
 DA0920'THE CENTER LINE OF THE TRAIL ROAD, 1.7 FEET NORTHWEST OF A METAL
 DA0920'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TAIL ROAD, AND SET
 DA0920'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0063 ***********************************************************************
 FQ0063  DESIGNATION -  T 342
 FQ0063  PID         -  FQ0063
 FQ0063  STATE/COUNTY-  AZ/COCONINO
 FQ0063  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0063
 FQ0063                         *CURRENT SURVEY CONTROL
 FQ0063  ___________________________________________________________________
 FQ0063* NAD 83(1986)-  35 04 57.     (N)    110 53 20.     (W)     SCALED    
 FQ0063* NAVD 88     -      1526.957  (meters)    5009.69   (feet)  ADJUSTED  
 FQ0063  ___________________________________________________________________
 FQ0063  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0063  DYNAMIC HT  -        1524.922 (meters)    5003.01  (feet)  COMP
 FQ0063  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 FQ0063
 FQ0063  VERT ORDER  -  FIRST     CLASS II
 FQ0063
 FQ0063.The horizontal coordinates were scaled from a topographic map and have
 FQ0063.an estimated accuracy of +/- 6 seconds.
 FQ0063
 FQ0063.The orthometric height was determined by differential leveling
 FQ0063.and adjusted in June 1991.
 FQ0063
 FQ0063.The geoid height was determined by GEOID03.
 FQ0063
 FQ0063.The dynamic height is computed by dividing the NAVD 88
 FQ0063.geopotential number by the normal gravity value computed on the
 FQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0063.degrees latitude (g = 980.6199 gals.).
 FQ0063
 FQ0063.The modeled gravity was interpolated from observed gravity values.
 FQ0063
 FQ0063;                    North         East    Units  Estimated Accuracy
 FQ0063;SPC AZ C     -   453,210.      307,080.      MT  (+/- 180 meters Scaled)
 FQ0063
 FQ0063                          SUPERSEDED SURVEY CONTROL
 FQ0063
 FQ0063  NGVD 29 (??/??/92) 1526.166  (m)         5007.10   (f) ADJ UNCH    1 2
 FQ0063
 FQ0063.Superseded values are not recommended for survey control.
 FQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0063.See file dsdata.txt to determine how the superseded data were derived.
 FQ0063
 FQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD101821(NAD 83)
 FQ0063_MARKER: DB = BENCH MARK DISK
 FQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0063_STAMPING: T 342 1958
 FQ0063_MARK LOGO: CGS   
 FQ0063_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0063+STABILITY: SURFACE MOTION
 FQ0063
 FQ0063  HISTORY     - Date     Condition        Report By
 FQ0063  HISTORY     - 1958     MONUMENTED       CGS
 FQ0063  HISTORY     - 1983     GOOD             NGS
 FQ0063
 FQ0063                          STATION DESCRIPTION
 FQ0063
 FQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0063'12.0 MI W FROM WINSLOW.
 FQ0063'11.85 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN
 FQ0063'WINSLOW, 82 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 35
 FQ0063'FEET NORTH OF A TELEPHONE POLE, 18 INCHES NORTH OF THE FENCE, 2 FEET
 FQ0063'EAST OF A WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 FQ0063'POST THAT PROJECTS 6 INCHES.
 FQ0063
 FQ0063                          STATION RECOVERY (1983)
 FQ0063
 FQ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0063'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  18.8 KM (11.7
 FQ0063'MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0063'POST OFFICE IN WINSLOW, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 242,
 FQ0063'70.4 METERS (231.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 FQ0063'LANES OF THE HIGHWAY, 25.0 METERS (82.0 FT) NORTHEAST OF THE NEAR RAIL
 FQ0063'OF THE SANTA FE RAILROAD, 10.7 METERS (35.1 FT) NORTH OF A UTILITY
 FQ0063'POLE AND 0.6 METER (2.0 FT) NORTHEAST OF A FENCE.
 FQ0063'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FQ0063'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0188 ***********************************************************************
 DV0188  DESIGNATION -  T 343
 DV0188  PID         -  DV0188
 DV0188  STATE/COUNTY-  AZ/MARICOPA
 DV0188  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0188
 DV0188                         *CURRENT SURVEY CONTROL
 DV0188  ___________________________________________________________________
 DV0188* NAD 83(1986)-  33 36 27.     (N)    112 07 04.     (W)     SCALED    
 DV0188* NAVD 88     -       394.85   (+/-2cm)    1295.4    (feet)  VERTCON   
 DV0188  ___________________________________________________________________
 DV0188  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0188
 DV0188.The horizontal coordinates were scaled from a topographic map and have
 DV0188.an estimated accuracy of +/- 6 seconds.
 DV0188
 DV0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0188.The vertical order pertains to the NGVD 29 superseded value.
 DV0188
 DV0188.The geoid height was determined by GEOID03.
 DV0188
 DV0188;                    North         East    Units  Estimated Accuracy
 DV0188;SPC AZ C     -   289,140.      194,700.      MT  (+/- 180 meters Scaled)
 DV0188
 DV0188                          SUPERSEDED SURVEY CONTROL
 DV0188
 DV0188  NGVD 29 (??/??/92)  394.30   (m)         1293.6    (f) COMPUTED    2 0
 DV0188
 DV0188.Superseded values are not recommended for survey control.
 DV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0188.See file dsdata.txt to determine how the superseded data were derived.
 DV0188
 DV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC963191(NAD 83)
 DV0188_MARKER: DB = BENCH MARK DISK
 DV0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0188_STAMPING: T 343 1959
 DV0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0188+STABILITY: SURFACE MOTION
 DV0188
 DV0188  HISTORY     - Date     Condition        Report By
 DV0188  HISTORY     - 1959     MONUMENTED       CGS
 DV0188  HISTORY     - 1963     MARK NOT FOUND   NGS
 DV0188  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0188
 DV0188                          STATION DESCRIPTION
 DV0188
 DV0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0188'3.0 MI N FROM PHOENIX.
 DV0188'9.4 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0188'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.15 MILE SOUTH OF MILEPOST
 DV0188'NUMBER 211, ABOUT 0.1 MILE NORTHEAST OF THE NORTHEAST END OF THE
 DV0188'GENERAL ELECTRIC BUILDING, 78 FEET NORTH OF THE CENTER OF THE MAIN
 DV0188'ENTRANCE OF THE GENERAL ELECTRIC COMPUTER DEPARTMENT, 53 FEET WEST OF
 DV0188'THE CENTER OF THE HIGHWAY, 6 FEET SOUTH OF A POWER POLE, 1 FOOT WEST
 DV0188'OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 DV0188'THAT PROJECTS 8 INCHES.
 DV0188
 DV0188                          STATION RECOVERY (1963)
 DV0188
 DV0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DV0188'MARK NOT FOUND.
 DV0188
 DV0188                          STATION RECOVERY (1995)
 DV0188
 DV0188'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0189 ***********************************************************************
 DV0189  DESIGNATION -  T 343 RESET
 DV0189  PID         -  DV0189
 DV0189  STATE/COUNTY-  AZ/MARICOPA
 DV0189  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0189
 DV0189                         *CURRENT SURVEY CONTROL
 DV0189  ___________________________________________________________________
 DV0189* NAD 83(1986)-  33 36 29.     (N)    112 07 05.     (W)     SCALED    
 DV0189* NAVD 88     -       393.889  (meters)    1292.28   (feet)  ADJUSTED  
 DV0189  ___________________________________________________________________
 DV0189  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0189  DYNAMIC HT  -         393.432 (meters)    1290.78  (feet)  COMP
 DV0189  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 DV0189
 DV0189  VERT ORDER  -  FIRST     CLASS II
 DV0189
 DV0189.The horizontal coordinates were scaled from a topographic map and have
 DV0189.an estimated accuracy of +/- 6 seconds.
 DV0189
 DV0189.The orthometric height was determined by differential leveling
 DV0189.and adjusted in June 1991.
 DV0189
 DV0189.The geoid height was determined by GEOID03.
 DV0189
 DV0189.The dynamic height is computed by dividing the NAVD 88
 DV0189.geopotential number by the normal gravity value computed on the
 DV0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0189.degrees latitude (g = 980.6199 gals.).
 DV0189
 DV0189.The modeled gravity was interpolated from observed gravity values.
 DV0189
 DV0189;                    North         East    Units  Estimated Accuracy
 DV0189;SPC AZ C     -   289,200.      194,670.      MT  (+/- 180 meters Scaled)
 DV0189
 DV0189                          SUPERSEDED SURVEY CONTROL
 DV0189
 DV0189.No superseded survey control is available for this station.
 DV0189
 DV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC962192(NAD 83)
 DV0189_MARKER: DB = BENCH MARK DISK
 DV0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0189_SP_SET: FOUNDATION
 DV0189_STAMPING: T 343 RESET 1961
 DV0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0189
 DV0189  HISTORY     - Date     Condition        Report By
 DV0189  HISTORY     - 1961     MONUMENTED       CGS
 DV0189  HISTORY     - 1981     GOOD             NGS
 DV0189  HISTORY     - 19910502 GOOD             USPSQD
 DV0189
 DV0189                          STATION DESCRIPTION
 DV0189
 DV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DV0189'9.3 MI N FROM PHOENIX.
 DV0189'THIS MARK IS LOCATED 9.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE
 DV0189'INTERSECTION OF GRAND AVENUE AND STATE HIGHWAY 69 IN PHOENIX, ON THE
 DV0189'PROPERTY OF GENERAL ELECTRIC COMPANY, 40.5 FEET EAST OF THE EAST FACE
 DV0189'OF A BUILDING, 22 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK
 DV0189'LEADING TO THE EAST AND MAIN ENTRANCE OF THE BUILDING, 2 INCHES NORTH
 DV0189'OF THE FLAGPOLE, AND SET IN THE TOP AND NEAR THE CENTER OF THE
 DV0189'CONCRETE FOUNDATION OF A METAL FLAGPOLE, ABOUT 3 INCHES ABOVE THE
 DV0189'LEVEL OF THE GROUND.
 DV0189
 DV0189                          STATION RECOVERY (1981)
 DV0189
 DV0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0189'14.6 KM (9.1 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV0189'INTERSECTION OF GRAND AVENUE AT PHOENIX, AT THE MAIN ENTRANCE TO THE
 DV0189'HONEYWELL LARGE INFORMATION SYSTEMS DIVISION BUILDING, IN TOP OF THE
 DV0189'FLAGPOLE FOUNDATION, 84.1 METERS (276 FT) WEST OF THE CENTERLINE OF
 DV0189'THE WEST FRONTAGE ROAD, 12.3 METERS (40.5 FT) EAST OF THE EAST FACE
 DV0189'OF THE BUILDING, 6.7 METERS (22.0 FT) NORTH OF THE NORTH EDGE OF THE
 DV0189'ENTRANCE SIDEWALK, 0.06 METER (0.2 FT) NORTH OF THE FLAGPOLE.
 DV0189'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 DV0189
 DV0189                          STATION RECOVERY (1991)
 DV0189
 DV0189'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0896 ***********************************************************************
 DA0896  DESIGNATION -  T 344
 DA0896  PID         -  DA0896
 DA0896  STATE/COUNTY-  AZ/YUMA
 DA0896  USGS QUAD   -  LAS PLAYAS (1990)
 DA0896
 DA0896                         *CURRENT SURVEY CONTROL
 DA0896  ___________________________________________________________________
 DA0896* NAD 83(1986)-  32 03 26.     (N)    113 23 30.     (W)     SCALED    
 DA0896* NAVD 88     -       209.87   (+/-2cm)     688.5    (feet)  VERTCON   
 DA0896  ___________________________________________________________________
 DA0896  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DA0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0896
 DA0896.The horizontal coordinates were scaled from a topographic map and have
 DA0896.an estimated accuracy of +/- 6 seconds.
 DA0896
 DA0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0896.The vertical order pertains to the NGVD 29 superseded value.
 DA0896
 DA0896.The geoid height was determined by GEOID03.
 DA0896
 DA0896;                    North         East    Units  Estimated Accuracy
 DA0896;SPC AZ W     -   117,270.      247,200.      MT  (+/- 180 meters Scaled)
 DA0896
 DA0896                          SUPERSEDED SURVEY CONTROL
 DA0896
 DA0896  NGVD 29 (??/??/92)  209.188  (m)          686.31   (f) ADJ UNCH    2 0
 DA0896
 DA0896.Superseded values are not recommended for survey control.
 DA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0896.See file dsdata.txt to determine how the superseded data were derived.
 DA0896
 DA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA742492(NAD 83)
 DA0896_MARKER: DB = BENCH MARK DISK
 DA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0896_STAMPING: T 344 1961
 DA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0896+STABILITY: SURFACE MOTION
 DA0896
 DA0896  HISTORY     - Date     Condition        Report By
 DA0896  HISTORY     - 1961     MONUMENTED       CGS
 DA0896  HISTORY     - 1962     GOOD             NGS
 DA0896
 DA0896                          STATION DESCRIPTION
 DA0896
 DA0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0896'8.9 MI SW FROM PAPAGO WELL.
 DA0896'ABOUT 8.9 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0896'TANK AT PAPAGO WELL, 0.3 MILE SOUTH-SOUTHEAST OF A 4X4-INCH WHITE
 DA0896'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30, AT
 DA0896'THE UNITED STATES-MEXICO BORDER FENCE, 106 FEET WEST OF THE CENTER OF
 DA0896'THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD FOLLOWING THE BORDER
 DA0896'FENCE, 10 FEET SOUTH OF THE TRAIL ROAD LEADING NORTHWEST, 1.5 FEET
 DA0896'NORTH-NORTHEAST OF THE BORDER FENCE, 1.5 FEET EAST OF A METAL WITNESS
 DA0896'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0896'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0570 ***********************************************************************
 ES0570  DESIGNATION -  T 344
 ES0570  PID         -  ES0570
 ES0570  STATE/COUNTY-  AZ/YAVAPAI
 ES0570  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0570
 ES0570                         *CURRENT SURVEY CONTROL
 ES0570  ___________________________________________________________________
 ES0570* NAD 83(1986)-  34 39 33.     (N)    111 47 28.     (W)     SCALED    
 ES0570* NAVD 88     -      1092.197  (meters)    3583.32   (feet)  ADJUSTED  
 ES0570  ___________________________________________________________________
 ES0570  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 ES0570  DYNAMIC HT  -        1090.814 (meters)    3578.78  (feet)  COMP
 ES0570  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 ES0570
 ES0570  VERT ORDER  -  SECOND    CLASS 0
 ES0570
 ES0570.The horizontal coordinates were scaled from a topographic map and have
 ES0570.an estimated accuracy of +/- 6 seconds.
 ES0570
 ES0570.The orthometric height was determined by differential leveling
 ES0570.and adjusted in June 1991.
 ES0570
 ES0570.The geoid height was determined by GEOID03.
 ES0570
 ES0570.The dynamic height is computed by dividing the NAVD 88
 ES0570.geopotential number by the normal gravity value computed on the
 ES0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0570.degrees latitude (g = 980.6199 gals.).
 ES0570
 ES0570.The modeled gravity was interpolated from observed gravity values.
 ES0570
 ES0570;                    North         East    Units  Estimated Accuracy
 ES0570;SPC AZ C     -   405,770.      224,870.      MT  (+/- 180 meters Scaled)
 ES0570
 ES0570                          SUPERSEDED SURVEY CONTROL
 ES0570
 ES0570  NGVD 29 (??/??/92) 1091.463  (m)         3580.91   (f) ADJ UNCH    2 0
 ES0570
 ES0570.Superseded values are not recommended for survey control.
 ES0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0570.See file dsdata.txt to determine how the superseded data were derived.
 ES0570
 ES0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD275355(NAD 83)
 ES0570_MARKER: DB = BENCH MARK DISK
 ES0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0570_STAMPING: T 344 1959
 ES0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0570+STABILITY: SURFACE MOTION
 ES0570
 ES0570  HISTORY     - Date     Condition        Report By
 ES0570  HISTORY     - 1959     MONUMENTED       CGS
 ES0570  HISTORY     - 1960     GOOD             NGS
 ES0570  HISTORY     - 1969     GOOD             NGS
 ES0570
 ES0570                          STATION DESCRIPTION
 ES0570
 ES0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0570'8.7 MI N FROM CAMP VERDE.
 ES0570'2.8 MILES NORTHWEST ALONG THE ROAD LEADING TO COTTONWOOD FROM THE POST
 ES0570'OFFICE AT CAMP VERDE, THENCE 6.1 MILES NORTH ALONG STATE HIGHWAY 79 TO
 ES0570'THE MCGUIREVILLE INTERCHANGE, THENCE 1.95 MILES NORTHEAST ALONG
 ES0570'INTERSTATE HIGHWAY 17, 61 FEET NORTHWEST OF THE CENTERLINE OF THE
 ES0570'SOUTHBOUND LANE, 36 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 18 FEET
 ES0570'EAST OF A TRAIL, 4 FEET EAST OF A WITNESS POST, PUT IN THE TOP OF A
 ES0570'ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 ES0570
 ES0570                          STATION RECOVERY (1969)
 ES0570
 ES0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0871 ***********************************************************************
 DA0871  DESIGNATION -  T 345
 DA0871  PID         -  DA0871
 DA0871  STATE/COUNTY-  AZ/PIMA
 DA0871  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0871
 DA0871                         *CURRENT SURVEY CONTROL
 DA0871  ___________________________________________________________________
 DA0871* NAD 83(1986)-  32 20 45.     (N)    113 11 57.     (W)     SCALED    
 DA0871* NAVD 88     -       239.72   (+/-2cm)     786.5    (feet)  VERTCON   
 DA0871  ___________________________________________________________________
 DA0871  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DA0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0871
 DA0871.The horizontal coordinates were scaled from a topographic map and have
 DA0871.an estimated accuracy of +/- 6 seconds.
 DA0871
 DA0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0871.The vertical order pertains to the NGVD 29 superseded value.
 DA0871
 DA0871.The geoid height was determined by GEOID03.
 DA0871
 DA0871;                    North         East    Units  Estimated Accuracy
 DA0871;SPC AZ C     -   149,940.       92,640.      MT  (+/- 180 meters Scaled)
 DA0871
 DA0871                          SUPERSEDED SURVEY CONTROL
 DA0871
 DA0871  NGVD 29 (??/??/92)  239.065  (m)          784.33   (f) ADJ UNCH    2 0
 DA0871
 DA0871.Superseded values are not recommended for survey control.
 DA0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0871.See file dsdata.txt to determine how the superseded data were derived.
 DA0871
 DA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA930808(NAD 83)
 DA0871_MARKER: DB = BENCH MARK DISK
 DA0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0871_STAMPING: T 345 1961
 DA0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0871+STABILITY: SURFACE MOTION
 DA0871
 DA0871  HISTORY     - Date     Condition        Report By
 DA0871  HISTORY     - 1961     MONUMENTED       CGS
 DA0871  HISTORY     - 1962     GOOD             NGS
 DA0871
 DA0871                          STATION DESCRIPTION
 DA0871
 DA0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0871'13.05 MI S FROM TONY TANK.
 DA0871'ABOUT 13.05 MILES SOUTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK
 DA0871'AT TONY TANK.  OR ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA
 DA0871'AND GILA BEND RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES
 DA0871'SOUTHEAST ALONG STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN
 DA0871'OILED ROAD.  THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT
 DA0871'ROAD TO BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES
 DA0871'SOUTHWEST ALONG A TRAIL ROAD.  THENCE 19.7 MILES NORTHWEST ALONG A
 DA0871'TRAIL ROAD, 0.4 MILE NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0871'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 45, 1.2 MILES
 DA0871'NORTH OF A SIGN MARKING A BOMBING AND GUNNERY RANGE, 27 FEET EAST OF
 DA0871'THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A METAL WITNESS POST,
 DA0871'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0871'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0558 ***********************************************************************
 ES0558  DESIGNATION -  T 345
 ES0558  PID         -  ES0558
 ES0558  STATE/COUNTY-  AZ/YAVAPAI
 ES0558  USGS QUAD   -  CASNER BUTTE (1965)
 ES0558
 ES0558                         *CURRENT SURVEY CONTROL
 ES0558  ___________________________________________________________________
 ES0558* NAD 83(1986)-  34 44 37.     (N)    111 41 06.     (W)     SCALED    
 ES0558* NAVD 88     -      1552.518  (meters)    5093.55   (feet)  ADJUSTED  
 ES0558  ___________________________________________________________________
 ES0558  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ES0558  DYNAMIC HT  -        1550.460 (meters)    5086.80  (feet)  COMP
 ES0558  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 ES0558
 ES0558  VERT ORDER  -  SECOND    CLASS 0
 ES0558
 ES0558.The horizontal coordinates were scaled from a topographic map and have
 ES0558.an estimated accuracy of +/- 6 seconds.
 ES0558
 ES0558.The orthometric height was determined by differential leveling
 ES0558.and adjusted in June 1991.
 ES0558
 ES0558.The geoid height was determined by GEOID03.
 ES0558
 ES0558.The dynamic height is computed by dividing the NAVD 88
 ES0558.geopotential number by the normal gravity value computed on the
 ES0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0558.degrees latitude (g = 980.6199 gals.).
 ES0558
 ES0558.The modeled gravity was interpolated from observed gravity values.
 ES0558
 ES0558;                    North         East    Units  Estimated Accuracy
 ES0558;SPC AZ C     -   415,160.      234,570.      MT  (+/- 180 meters Scaled)
 ES0558
 ES0558                          SUPERSEDED SURVEY CONTROL
 ES0558
 ES0558  NGVD 29 (??/??/92) 1551.711  (m)         5090.91   (f) ADJ UNCH    2 0
 ES0558
 ES0558.Superseded values are not recommended for survey control.
 ES0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0558.See file dsdata.txt to determine how the superseded data were derived.
 ES0558
 ES0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD372448(NAD 83)
 ES0558_MARKER: DB = BENCH MARK DISK
 ES0558_SETTING: 80 = SET IN A BOULDER
 ES0558_SP_SET: BOULDER
 ES0558_STAMPING: T 345 1959
 ES0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0558+STABILITY: SURFACE MOTION
 ES0558
 ES0558  HISTORY     - Date     Condition        Report By
 ES0558  HISTORY     - 1959     MONUMENTED       CGS
 ES0558  HISTORY     - 1960     GOOD             NGS
 ES0558
 ES0558                          STATION DESCRIPTION
 ES0558
 ES0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0558'35.1 MI S FROM FLAGSTAFF.
 ES0558'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0558'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0558'THENCE 35.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO THE MARK, ABOUT
 ES0558'0.4 MILE NORTHEAST OF A LARGE BORROW PIT, 110 FEET SOUTHEAST OF THE
 ES0558'CENTER OF THE HIGHWAY, 94 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 18
 ES0558'FEET EAST OF A WITNESS SIGN NAILED TO A TREE AND CEMENTED IN A DRILL
 ES0558'HOLE IN BOULDER PROJECTING 8 INCHES.  3 1/2 FEET LOWER THAN THE
 ES0558'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0967 ***********************************************************************
 DA0967  DESIGNATION -  T 346
 DA0967  PID         -  DA0967
 DA0967  STATE/COUNTY-  AZ/YUMA
 DA0967  USGS QUAD   -  COYOTE WATER (1990)
 DA0967
 DA0967                         *CURRENT SURVEY CONTROL
 DA0967  ___________________________________________________________________
 DA0967* NAD 83(1986)-  32 16 32.     (N)    113 56 36.     (W)     SCALED    
 DA0967* NAVD 88     -       335.15   (+/-2cm)    1099.6    (feet)  VERTCON   
 DA0967  ___________________________________________________________________
 DA0967  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DA0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0967
 DA0967.The horizontal coordinates were scaled from a topographic map and have
 DA0967.an estimated accuracy of +/- 6 seconds.
 DA0967
 DA0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0967.The vertical order pertains to the NGVD 29 superseded value.
 DA0967
 DA0967.The geoid height was determined by GEOID03.
 DA0967
 DA0967;                    North         East    Units  Estimated Accuracy
 DA0967;SPC AZ W     -   141,440.      195,150.      MT  (+/- 180 meters Scaled)
 DA0967
 DA0967                          SUPERSEDED SURVEY CONTROL
 DA0967
 DA0967  NGVD 29 (??/??/92)  334.455  (m)         1097.29   (f) ADJ UNCH    2 0
 DA0967
 DA0967.Superseded values are not recommended for survey control.
 DA0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0967.See file dsdata.txt to determine how the superseded data were derived.
 DA0967
 DA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA227747(NAD 83)
 DA0967_MARKER: DB = BENCH MARK DISK
 DA0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0967_STAMPING: T 346 1961
 DA0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0967+STABILITY: SURFACE MOTION
 DA0967
 DA0967  HISTORY     - Date     Condition        Report By
 DA0967  HISTORY     - 1961     MONUMENTED       CGS
 DA0967  HISTORY     - 1962     GOOD             NGS
 DA0967
 DA0967                          STATION DESCRIPTION
 DA0967
 DA0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0967'12.85 MI W FROM TULE WELL.
 DA0967'ABOUT 12.85 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0967'COMMISSION SHELTER AT TULE WELL, 3.5 MILES EAST OF A 4X4-INCH WHITE
 DA0967'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 16, 21 FEET
 DA0967'NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 1.8 FEET WEST OF A METAL
 DA0967'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DA0967'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0268 ***********************************************************************
 FP0268  DESIGNATION -  T 346
 FP0268  PID         -  FP0268
 FP0268  STATE/COUNTY-  AZ/APACHE
 FP0268  USGS QUAD   -  KACHINA POINT (1972)
 FP0268
 FP0268                         *CURRENT SURVEY CONTROL
 FP0268  ___________________________________________________________________
 FP0268* NAD 83(1986)-  35 02 25.     (N)    109 49 01.     (W)     SCALED    
 FP0268* NAVD 88     -      1705.417  (meters)    5595.19   (feet)  ADJUSTED  
 FP0268  ___________________________________________________________________
 FP0268  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 FP0268  DYNAMIC HT  -        1703.040 (meters)    5587.39  (feet)  COMP
 FP0268  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 FP0268
 FP0268  VERT ORDER  -  FIRST     CLASS II
 FP0268
 FP0268.The horizontal coordinates were scaled from a topographic map and have
 FP0268.an estimated accuracy of +/- 6 seconds.
 FP0268
 FP0268.The orthometric height was determined by differential leveling
 FP0268.and adjusted in June 1991.
 FP0268.WARNING-Repeat measurements at this control monument indicate possible
 FP0268.vertical movement.
 FP0268
 FP0268.The geoid height was determined by GEOID03.
 FP0268
 FP0268.The dynamic height is computed by dividing the NAVD 88
 FP0268.geopotential number by the normal gravity value computed on the
 FP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0268.degrees latitude (g = 980.6199 gals.).
 FP0268
 FP0268.The modeled gravity was interpolated from observed gravity values.
 FP0268
 FP0268;                    North         East    Units  Estimated Accuracy
 FP0268;SPC AZ E     -   448,100.      245,270.      MT  (+/- 180 meters Scaled)
 FP0268
 FP0268                          SUPERSEDED SURVEY CONTROL
 FP0268
 FP0268  NGVD 29 (??/??/92) 1704.527  (m)         5592.27   (f) ADJ UNCH    1 2
 FP0268
 FP0268.Superseded values are not recommended for survey control.
 FP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0268.See file dsdata.txt to determine how the superseded data were derived.
 FP0268
 FP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD079781(NAD 83)
 FP0268_MARKER: DB = BENCH MARK DISK
 FP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0268_STAMPING: T 346 1959
 FP0268_MARK LOGO: CGS   
 FP0268_PROJECTION: PROJECTING 8 CENTIMETERS
 FP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0268+STABILITY: SURFACE MOTION
 FP0268
 FP0268  HISTORY     - Date     Condition        Report By
 FP0268  HISTORY     - 1959     MONUMENTED       CGS
 FP0268  HISTORY     - 1972     GOOD             USGS
 FP0268  HISTORY     - 1983     GOOD             NGS
 FP0268
 FP0268                          STATION DESCRIPTION
 FP0268
 FP0268'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0268'23.7 MI E FROM HOLBROOK.
 FP0268'FROM PETRIFIED FOREST N.P. ROAD OVERPASS OF I-40 HIGHWAY GO W. ALONG
 FP0268'HIGHWAY 0.9 MI., BM IS 108 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC,
 FP0268'LANE AND 1.0 FT S. OF R/W FENCE.  116 FT. W. OF FENCE CORNER.  A
 FP0268'STANDARD TABLET SET IN 12 INCH CONCRETE POST, PROJECTS 4 INCHES.
 FP0268
 FP0268                          STATION RECOVERY (1983)
 FP0268
 FP0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0268'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  35.8 KM (22.25
 FP0268'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0268'NAVAJO BOULEVARD IN HOLBROOK, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST
 FP0268'309, AT A POWERLINE CROSSING, 30.0 METERS (98.4 FT) NORTHWEST OF THE
 FP0268'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 2.5 METERS
 FP0268'(8.2 FT) SOUTHEAST OF A UTILITY POLE WITH TWO GUY WIRES AND 1.0 METER
 FP0268'(3.3 FT) SOUTHEAST OF A FENCE.
 FP0268'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 FP0268'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0993 ***********************************************************************
 DA0993  DESIGNATION -  T 347
 DA0993  PID         -  DA0993
 DA0993  STATE/COUNTY-  AZ/YUMA
 DA0993  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0993
 DA0993                         *CURRENT SURVEY CONTROL
 DA0993  ___________________________________________________________________
 DA0993* NAD 83(1986)-  32 13 54.     (N)    113 44 12.     (W)     SCALED    
 DA0993* NAVD 88     -       353.57   (+/-2cm)    1160.0    (feet)  VERTCON   
 DA0993  ___________________________________________________________________
 DA0993  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DA0993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0993
 DA0993.The horizontal coordinates were scaled from a topographic map and have
 DA0993.an estimated accuracy of +/- 6 seconds.
 DA0993
 DA0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0993.The vertical order pertains to the NGVD 29 superseded value.
 DA0993
 DA0993.The geoid height was determined by GEOID03.
 DA0993
 DA0993;                    North         East    Units  Estimated Accuracy
 DA0993;SPC AZ W     -   136,560.      214,620.      MT  (+/- 180 meters Scaled)
 DA0993
 DA0993                          SUPERSEDED SURVEY CONTROL
 DA0993
 DA0993  NGVD 29 (??/??/92)  352.869  (m)         1157.70   (f) ADJ UNCH    2 0
 DA0993
 DA0993.Superseded values are not recommended for survey control.
 DA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0993.See file dsdata.txt to determine how the superseded data were derived.
 DA0993
 DA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA421694(NAD 83)
 DA0993_MARKER: DB = BENCH MARK DISK
 DA0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0993_STAMPING: T 347 1962
 DA0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0993+STABILITY: SURFACE MOTION
 DA0993
 DA0993  HISTORY     - Date     Condition        Report By
 DA0993  HISTORY     - 1962     MONUMENTED       CGS
 DA0993
 DA0993                          STATION DESCRIPTION
 DA0993
 DA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0993'1.0 MI NE FROM TULE WELL.
 DA0993'ABOUT 1.0 MILE NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0993'COMMISSION SHELTER AT TULE WELL, 0.9 MILE NORTHEAST OF A 4X4-INCH
 DA0993'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28,
 DA0993'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A METAL
 DA0993'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 DA0993'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0414 ***********************************************************************
 ER0414  DESIGNATION -  T 347
 ER0414  PID         -  ER0414
 ER0414  STATE/COUNTY-  AZ/APACHE
 ER0414  USGS QUAD   -  ADAMANA (1982)
 ER0414
 ER0414                         *CURRENT SURVEY CONTROL
 ER0414  ___________________________________________________________________
 ER0414* NAD 83(1986)-  34 59 48.     (N)    109 49 30.     (W)     SCALED    
 ER0414* NAVD 88     -      1650.776  (meters)    5415.92   (feet)  ADJUSTED  
 ER0414  ___________________________________________________________________
 ER0414  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ER0414  DYNAMIC HT  -        1648.491 (meters)    5408.42  (feet)  COMP
 ER0414  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 ER0414
 ER0414  VERT ORDER  -  SECOND    CLASS 0
 ER0414
 ER0414.The horizontal coordinates were scaled from a topographic map and have
 ER0414.an estimated accuracy of +/- 6 seconds.
 ER0414
 ER0414.The orthometric height was determined by differential leveling
 ER0414.and adjusted in June 1991.
 ER0414
 ER0414.The geoid height was determined by GEOID03.
 ER0414
 ER0414.The dynamic height is computed by dividing the NAVD 88
 ER0414.geopotential number by the normal gravity value computed on the
 ER0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0414.degrees latitude (g = 980.6199 gals.).
 ER0414
 ER0414.The modeled gravity was interpolated from observed gravity values.
 ER0414
 ER0414;                    North         East    Units  Estimated Accuracy
 ER0414;SPC AZ E     -   443,260.      244,550.      MT  (+/- 180 meters Scaled)
 ER0414
 ER0414                          SUPERSEDED SURVEY CONTROL
 ER0414
 ER0414  NGVD 29 (??/??/92) 1649.901  (m)         5413.05   (f) ADJ UNCH    2 0
 ER0414
 ER0414.Superseded values are not recommended for survey control.
 ER0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0414.See file dsdata.txt to determine how the superseded data were derived.
 ER0414
 ER0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD072733(NAD 83)
 ER0414_MARKER: DB = BENCH MARK DISK
 ER0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0414_STAMPING: T 347 1959
 ER0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0414+STABILITY: SURFACE MOTION
 ER0414
 ER0414  HISTORY     - Date     Condition        Report By
 ER0414  HISTORY     - 1959     MONUMENTED       CGS
 ER0414
 ER0414                          STATION DESCRIPTION
 ER0414
 ER0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ER0414'23.5 MI E FROM HOLBROOK.
 ER0414'23.0 MILES NORTH AND EAST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE
 ER0414'AT HOLBROOK, THENCE 2.6 MILES SOUTH ALONG A DIRT ROAD LEADING TO
 ER0414'ADAMANA, 48.0 FEET EAST OF THE CENTER OF THE DIRT ROAD, 2.8 FEET
 ER0414'SOUTHWEST OF THE WITNESS POST, 2.8 FEET NORTHWEST OF A POWER POLE, SET
 ER0414'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0030 ***********************************************************************
 DB0030  DESIGNATION -  T 348
 DB0030  PID         -  DB0030
 DB0030  STATE/COUNTY-  AZ/YUMA
 DB0030  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB0030
 DB0030                         *CURRENT SURVEY CONTROL
 DB0030  ___________________________________________________________________
 DB0030* NAD 83(1986)-  32 26 16.     (N)    114 15 34.     (W)     SCALED    
 DB0030* NAVD 88     -       274.66   (+/-2cm)     901.1    (feet)  VERTCON   
 DB0030  ___________________________________________________________________
 DB0030  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DB0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0030
 DB0030.The horizontal coordinates were scaled from a topographic map and have
 DB0030.an estimated accuracy of +/- 6 seconds.
 DB0030
 DB0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0030.The vertical order pertains to the NGVD 29 superseded value.
 DB0030
 DB0030.The geoid height was determined by GEOID03.
 DB0030
 DB0030;                    North         East    Units  Estimated Accuracy
 DB0030;SPC AZ W     -   159,530.      165,450.      MT  (+/- 180 meters Scaled)
 DB0030
 DB0030                          SUPERSEDED SURVEY CONTROL
 DB0030
 DB0030  NGVD 29 (??/??/??)  273.973  (m)          898.86   (f) ADJUSTED    2 0
 DB0030
 DB0030.Superseded values are not recommended for survey control.
 DB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0030.See file dsdata.txt to determine how the superseded data were derived.
 DB0030
 DB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR576922(NAD 83)
 DB0030_MARKER: DB = BENCH MARK DISK
 DB0030_SETTING: 66 = SET IN ROCK OUTCROP
 DB0030_SP_SET: ROCK OUTCROP
 DB0030_STAMPING: T 348 1962
 DB0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0030+STABILITY: POSITION/ELEVATION WELL
 DB0030
 DB0030  HISTORY     - Date     Condition        Report By
 DB0030  HISTORY     - 1962     MONUMENTED       CGS
 DB0030
 DB0030                          STATION DESCRIPTION
 DB0030
 DB0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0030'28 MI SSW FROM LIGURTA.
 DB0030'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0030'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH-SOUTHEAST
 DB0030'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0030'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0030'A WASH, THENCE 8.85 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 2.2
 DB0030'MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0030'PROJECTS 16 FEET AND IS NUMBERED 11, 130 FEET NORTHWEST OF A
 DB0030'SANDY WASH, 58 FEET SOUTHWEST OF THE FOOT OF A ROCKY HILL, 40
 DB0030'FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 24 FEET NORTH
 DB0030'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 DB0030'THE ROAD, AND SET IN THE TOP OF A FLAT GRANITE OUTCROP WHICH
 DB0030'PROJECTS ABOUT 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1178 ***********************************************************************
 CZ1178  DESIGNATION -  T 348
 CZ1178  PID         -  CZ1178
 CZ1178  STATE/COUNTY-  AZ/PINAL
 CZ1178  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1178
 CZ1178                         *CURRENT SURVEY CONTROL
 CZ1178  ___________________________________________________________________
 CZ1178* NAD 83(1986)-  32 49 51.     (N)    111 42 28.     (W)     SCALED    
 CZ1178* NAVD 88     -       447.27   (+/-2cm)    1467.4    (feet)  VERTCON   
 CZ1178  ___________________________________________________________________
 CZ1178  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CZ1178  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1178
 CZ1178.The horizontal coordinates were scaled from a topographic map and have
 CZ1178.an estimated accuracy of +/- 6 seconds.
 CZ1178
 CZ1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1178.The vertical order pertains to the NGVD 29 superseded value.
 CZ1178
 CZ1178.The geoid height was determined by GEOID03.
 CZ1178
 CZ1178;                    North         East    Units  Estimated Accuracy
 CZ1178;SPC AZ C     -   203,010.      232,920.      MT  (+/- 180 meters Scaled)
 CZ1178
 CZ1178                          SUPERSEDED SURVEY CONTROL
 CZ1178
 CZ1178  NGVD 29 (??/??/92)  446.731  (m)         1465.65   (f) ADJ UNCH    1 2
 CZ1178
 CZ1178.Superseded values are not recommended for survey control.
 CZ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1178.See file dsdata.txt to determine how the superseded data were derived.
 CZ1178
 CZ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB337327(NAD 83)
 CZ1178_MARKER: DB = BENCH MARK DISK
 CZ1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1178_SP_SET: STOVEPIPE
 CZ1178_STAMPING: T 348 1960
 CZ1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1178+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 CZ1178
 CZ1178  HISTORY     - Date     Condition        Report By
 CZ1178  HISTORY     - 1960     MONUMENTED       CGS
 CZ1178  HISTORY     - 1966     GOOD             NGS
 CZ1178  HISTORY     - 1975     POOR             AZDT
 CZ1178  HISTORY     - 1977     GOOD             USGS
 CZ1178  HISTORY     - 20070519 GOOD             GEOCAC
 CZ1178
 CZ1178                          STATION DESCRIPTION
 CZ1178
 CZ1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1178'9.7 MI SE FROM CASA GRANDE.
 CZ1178'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1178'CASA GRANDE, THENCE 1.0 MILE SOUTH ON SUNLAND GIN ROAD TO NEW HIGHWAY,
 CZ1178'THENCE ABOUT 2.7 MILES NORTHWEST ON NEW HIGHWAY, 0.9 MILE SOUTHEAST OF
 CZ1178'TRIANGULATION STATION GRAVEL, 150 FEET SOUTH OF NEW HIGHWAY, 3.0 FEET
 CZ1178'SOUTHEAST OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED
 CZ1178'STOVEPIPE PROJECTING 18 INCHES.
 CZ1178
 CZ1178                          STATION RECOVERY (1966)
 CZ1178
 CZ1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1178'RECOVERED IN GOOD CONDITION.
 CZ1178
 CZ1178                          STATION RECOVERY (1975)
 CZ1178
 CZ1178'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1178'FROM MILEPOST 176, I-8, EAST FOR 0.55 MILES TO THE RAMP LEADING TO THE
 CZ1178'REST AREA ON THE SOUTH, THENCE CONTINUE FOR 0.1 MILES AND TO THE
 CZ1178'STATION ON THE RIGHT.  ABOUT 130 FT. SOUTH OF THE SOUTH EDGE OF THE
 CZ1178'ROAD TO THE REST AREA.  ON THE BOTTOM AND THE WEST SIDE OF A LARGE
 CZ1178'DRAIN.  A USC AND GS BENCH MARK BRASS CAP, SET IN AN 8 IN. STOVE PIPE.
 CZ1178
 CZ1178                          STATION RECOVERY (1977)
 CZ1178
 CZ1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1178'CASA GRANDE POST OFFICE, 6 MI SE. OF, ALONG STATE HWY. 84, THENCE 1.0
 CZ1178'MI S. ON SUNLAND GIN RD. TO I-8, THENCE ABOUT 2.7 NW. ON I-8. 0.65 MI
 CZ1178'E. OF MILEPOST 176, 0.1 MI E. ALONG OFFRAMP TO REST AREA ON S. SIDE
 CZ1178'HIGHWAY. 130 FT S. OF S. EDGE RD. TO REST AREA, ON BOTTOM AND WEST
 CZ1178'SIDE OF WASH, 3.0 FT SE. OF METAL WITNESS POST. SET IN TOP OF 8-INCH
 CZ1178'CONCRETE-FILLED STOVEPIPE PROJECTING 3 FT. NGS BRASS TABLET STAMPED T
 CZ1178'348 1960.
 CZ1178
 CZ1178                          STATION RECOVERY (2007)
 CZ1178
 CZ1178'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0001 ***********************************************************************
 DB0001  DESIGNATION -  T 349
 DB0001  PID         -  DB0001
 DB0001  STATE/COUNTY-  AZ/YUMA
 DB0001  USGS QUAD   -  RAVEN BUTTE (1990)
 DB0001
 DB0001                         *CURRENT SURVEY CONTROL
 DB0001  ___________________________________________________________________
 DB0001* NAD 83(1986)-  32 29 26.     (N)    114 01 52.     (W)     SCALED    
 DB0001* NAVD 88     -       261.04   (+/-2cm)     856.4    (feet)  VERTCON   
 DB0001  ___________________________________________________________________
 DB0001  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DB0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0001
 DB0001.The horizontal coordinates were scaled from a topographic map and have
 DB0001.an estimated accuracy of +/- 6 seconds.
 DB0001
 DB0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0001.The vertical order pertains to the NGVD 29 superseded value.
 DB0001
 DB0001.The geoid height was determined by GEOID03.
 DB0001
 DB0001;                    North         East    Units  Estimated Accuracy
 DB0001;SPC AZ W     -   165,300.      186,940.      MT  (+/- 180 meters Scaled)
 DB0001
 DB0001                          SUPERSEDED SURVEY CONTROL
 DB0001
 DB0001  NGVD 29 (??/??/??)  260.335  (m)          854.12   (f) ADJUSTED    2 0
 DB0001
 DB0001.Superseded values are not recommended for survey control.
 DB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0001.See file dsdata.txt to determine how the superseded data were derived.
 DB0001
 DB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR789986(NAD 83)
 DB0001_MARKER: DB = BENCH MARK DISK
 DB0001_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0001_SP_SET: 6 FEET
 DB0001_STAMPING: T 349 1961
 DB0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0001
 DB0001  HISTORY     - Date     Condition        Report By
 DB0001  HISTORY     - 1961     MONUMENTED       CGS
 DB0001  HISTORY     - 1962     GOOD             NGS
 DB0001
 DB0001                          STATION DESCRIPTION
 DB0001
 DB0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0001'16.2 MI SE FROM WELLTON.
 DB0001'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0001'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH
 DB0001'ALONG A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE
 DB0001'SOUTHEAST AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0
 DB0001'MILES NORTHEAST ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE
 DB0001'12.45 MILES SOUTHEAST ALONG A TRAIL ROAD, 1.4 MILES SOUTHEAST
 DB0001'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0001'AND IS NUMBER 6, 0.3 MILE SOUTHEAST OF A HILL, 37 FEET SOUTHWEST
 DB0001'OF THE CENTER LINE OF THE TRAIL ROAD, 2.8 FEET SOUTHWEST OF A
 DB0001'METAL WITNESS POST, AND CLAMPED ON A COPPER COATED ROD WHICH IS
 DB0001'DRIVEN TO A DEPTH OF 6 FEET AND IS ENCASED IN A 6-INCH TILE
 DB0001'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0024 ***********************************************************************
 CZ0024  DESIGNATION -  T 349
 CZ0024  PID         -  CZ0024
 CZ0024  STATE/COUNTY-  AZ/COCHISE
 CZ0024  USGS QUAD   -  DRAGOON (1995)
 CZ0024
 CZ0024                         *CURRENT SURVEY CONTROL
 CZ0024  ___________________________________________________________________
 CZ0024* NAD 83(1986)-  32 02 18.     (N)    110 02 29.     (W)     SCALED    
 CZ0024* NAVD 88     -      1413.91   (+/-2cm)    4638.8    (feet)  VERTCON   
 CZ0024  ___________________________________________________________________
 CZ0024  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CZ0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0024
 CZ0024.The horizontal coordinates were scaled from a topographic map and have
 CZ0024.an estimated accuracy of +/- 6 seconds.
 CZ0024
 CZ0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0024.The vertical order pertains to the NGVD 29 superseded value.
 CZ0024
 CZ0024.The geoid height was determined by GEOID03.
 CZ0024
 CZ0024;                    North         East    Units  Estimated Accuracy
 CZ0024;SPC AZ E     -   115,120.      225,190.      MT  (+/- 180 meters Scaled)
 CZ0024
 CZ0024                          SUPERSEDED SURVEY CONTROL
 CZ0024
 CZ0024  NGVD 29 (??/??/92) 1413.035  (m)         4635.93   (f) ADJ UNCH    2 0
 CZ0024
 CZ0024.Superseded values are not recommended for survey control.
 CZ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0024.See file dsdata.txt to determine how the superseded data were derived.
 CZ0024
 CZ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA905450(NAD 83)
 CZ0024_MARKER: DB = BENCH MARK DISK
 CZ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0024_STAMPING: T 349 1960
 CZ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0024+STABILITY: SURFACE MOTION
 CZ0024
 CZ0024  HISTORY     - Date     Condition        Report By
 CZ0024  HISTORY     - 1960     MONUMENTED       CGS
 CZ0024
 CZ0024                          STATION DESCRIPTION
 CZ0024
 CZ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0024'17.4 MI E FROM BENSON.
 CZ0024'17.5 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0024'HIGHWAY 86 TO THE JOHNSON ROAD OVERPASS, THENCE 3.4 MILES SOUTH AND
 CZ0024'EAST ON A GRAVEL ROAD TO THE MARK, AT A POINT WHERE A POWER LINE
 CZ0024'CROSSES THE ROAD, 2.0 FEET SOUTHWEST OF A POWER POLE, 32.0 FEET WEST
 CZ0024'OF CENTER OF ROAD, 2 FEET NORTHWEST OF WITNESS POST, SET IN THE TOP OF
 CZ0024'A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0305 ***********************************************************************
 ER0305  DESIGNATION -  T 35
 ER0305  PID         -  ER0305
 ER0305  STATE/COUNTY-  AZ/APACHE
 ER0305  USGS QUAD   -  POTTER MESA TANK (1982)
 ER0305
 ER0305                         *CURRENT SURVEY CONTROL
 ER0305  ___________________________________________________________________
 ER0305* NAD 83(1986)-  34 38 15.     (N)    109 40 51.     (W)     SCALED    
 ER0305* NAVD 88     -      1656.636  (meters)    5435.15   (feet)  ADJUSTED  
 ER0305  ___________________________________________________________________
 ER0305  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ER0305  DYNAMIC HT  -        1654.299 (meters)    5427.48  (feet)  COMP
 ER0305  MODELED GRAV-     979,166.6   (mgal)                       NAVD 88
 ER0305
 ER0305  VERT ORDER  -  SECOND    CLASS 0
 ER0305
 ER0305.The horizontal coordinates were scaled from a topographic map and have
 ER0305.an estimated accuracy of +/- 6 seconds.
 ER0305
 ER0305.The orthometric height was determined by differential leveling
 ER0305.and adjusted in June 1991.
 ER0305
 ER0305.The geoid height was determined by GEOID03.
 ER0305
 ER0305.The dynamic height is computed by dividing the NAVD 88
 ER0305.geopotential number by the normal gravity value computed on the
 ER0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0305.degrees latitude (g = 980.6199 gals.).
 ER0305
 ER0305.The modeled gravity was interpolated from observed gravity values.
 ER0305
 ER0305;                    North         East    Units  Estimated Accuracy
 ER0305;SPC AZ E     -   403,470.      257,900.      MT  (+/- 180 meters Scaled)
 ER0305
 ER0305                          SUPERSEDED SURVEY CONTROL
 ER0305
 ER0305  NGVD 29 (??/??/92) 1655.796  (m)         5432.39   (f) ADJ UNCH    2 0
 ER0305
 ER0305.Superseded values are not recommended for survey control.
 ER0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0305.See file dsdata.txt to determine how the superseded data were derived.
 ER0305
 ER0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD209336(NAD 83)
 ER0305_MARKER: DB = BENCH MARK DISK
 ER0305_SETTING: 80 = SET IN A BOULDER
 ER0305_SP_SET: BOULDER
 ER0305_STAMPING: T 35 1934
 ER0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0305+STABILITY: SURFACE MOTION
 ER0305
 ER0305  HISTORY     - Date     Condition        Report By
 ER0305  HISTORY     - 1934     MONUMENTED       CGS
 ER0305
 ER0305                          STATION DESCRIPTION
 ER0305
 ER0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0305'35.6 MI SE FROM HOLBROOK.
 ER0305'IN APACHE COUNTY, 35.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE
 ER0305'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO
 ER0305'COUNTY, 3.8 MILES NORTHWEST OF THE SCHOOLHOUSE AT HUNT, 1.7 MILES
 ER0305'SOUTHEAST OF THE BRIDGE OVER LITTLE COLORADO RIVER, AT THE
 ER0305'INTERSECTION OF AN OLD ROAD BED, 48 FEET NORTH OF THE CENTERLINE OF
 ER0305'THE HIGHWAY, AND IN THE TOP OF A LARGE ROUND SANDSTONE BOULDER.  A
 ER0305'STANDARD DISK, STAMPED T 35 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0980 ***********************************************************************
 DA0980  DESIGNATION -  T 350
 DA0980  PID         -  DA0980
 DA0980  STATE/COUNTY-  AZ/YUMA
 DA0980  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0980
 DA0980                         *CURRENT SURVEY CONTROL
 DA0980  ___________________________________________________________________
 DA0980* NAD 83(1986)-  32 22 03.     (N)    113 40 04.     (W)     SCALED    
 DA0980* NAVD 88     -       254.29   (+/-2cm)     834.3    (feet)  VERTCON   
 DA0980  ___________________________________________________________________
 DA0980  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA0980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0980
 DA0980.The horizontal coordinates were scaled from a topographic map and have
 DA0980.an estimated accuracy of +/- 6 seconds.
 DA0980
 DA0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0980.The vertical order pertains to the NGVD 29 superseded value.
 DA0980
 DA0980.The geoid height was determined by GEOID03.
 DA0980
 DA0980;                    North         East    Units  Estimated Accuracy
 DA0980;SPC AZ W     -   151,620.      221,100.      MT  (+/- 180 meters Scaled)
 DA0980
 DA0980                          SUPERSEDED SURVEY CONTROL
 DA0980
 DA0980  NGVD 29 (??/??/92)  253.613  (m)          832.06   (f) ADJ UNCH    2 0
 DA0980
 DA0980.Superseded values are not recommended for survey control.
 DA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0980.See file dsdata.txt to determine how the superseded data were derived.
 DA0980
 DA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA489843(NAD 83)
 DA0980_MARKER: DB = BENCH MARK DISK
 DA0980_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0980_SP_SET: 16 FT
 DA0980_STAMPING: T 350 1962
 DA0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0980
 DA0980  HISTORY     - Date     Condition        Report By
 DA0980  HISTORY     - 1962     MONUMENTED       CGS
 DA0980
 DA0980                          STATION DESCRIPTION
 DA0980
 DA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0980'14.3 MI NE FROM TULE WELL.
 DA0980'ABOUT 14.3 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0980'COMMISSION SHELTER AT TULE WELL.  0.6 MILE NORTH OF THE JUNCTION OF
 DA0980'THE TRAIL ROAD AND A TRAIL ROAD LEADING SOUTHEAST, 0.55 MILE
 DA0980'SOUTH-SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0980'PROJECTS 16 FEET AND IS NUMBERED 25, 12 FEET EAST OF THE CENTER LINE
 DA0980'OF THE ROAD, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 DA0980'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DA0980'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 DA0980'6-INCH TILE WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1124 ***********************************************************************
 DA1124  DESIGNATION -  T 351
 DA1124  PID         -  DA1124
 DA1124  STATE/COUNTY-  AZ/YUMA
 DA1124  USGS QUAD   -  MOHAWK (1982)
 DA1124
 DA1124                         *CURRENT SURVEY CONTROL
 DA1124  ___________________________________________________________________
 DA1124* NAD 83(1986)-  32 38 49.     (N)    113 48 52.     (W)     SCALED    
 DA1124* NAVD 88     -       124.36   (+/-2cm)     408.0    (feet)  VERTCON   
 DA1124  ___________________________________________________________________
 DA1124  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DA1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1124
 DA1124.The horizontal coordinates were scaled from a topographic map and have
 DA1124.an estimated accuracy of +/- 6 seconds.
 DA1124
 DA1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1124.The vertical order pertains to the NGVD 29 superseded value.
 DA1124
 DA1124.The geoid height was determined by GEOID03.
 DA1124
 DA1124;                    North         East    Units  Estimated Accuracy
 DA1124;SPC AZ W     -   182,610.      207,310.      MT  (+/- 180 meters Scaled)
 DA1124
 DA1124                          SUPERSEDED SURVEY CONTROL
 DA1124
 DA1124  NGVD 29 (??/??/92)  123.699  (m)          405.84   (f) ADJ UNCH    2 0
 DA1124
 DA1124.Superseded values are not recommended for survey control.
 DA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1124.See file dsdata.txt to determine how the superseded data were derived.
 DA1124
 DA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB359156(NAD 83)
 DA1124_MARKER: DB = BENCH MARK DISK
 DA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1124_STAMPING: T 351 1962
 DA1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1124+STABILITY: SURFACE MOTION
 DA1124
 DA1124  HISTORY     - Date     Condition        Report By
 DA1124  HISTORY     - 1962     MONUMENTED       CGS
 DA1124
 DA1124                          STATION DESCRIPTION
 DA1124
 DA1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1124'11.3 MI SE FROM TACNA.
 DA1124'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1124'TACNA.  THENCE 5.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1124'WELL, 4.7 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1124'WHICH PROJECTS 16 FEET AND IS NUMBERED 24, 43 FEET NORTHEAST OF THE
 DA1124'CENTER LINE OF THE TRAIL ROAD, 3.0 FEET NORTHEAST OF A METAL WITNESS
 DA1124'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1124'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1019 ***********************************************************************
 DA1019  DESIGNATION -  T 352
 DA1019  PID         -  DA1019
 DA1019  STATE/COUNTY-  AZ/YUMA
 DA1019  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1019
 DA1019                         *CURRENT SURVEY CONTROL
 DA1019  ___________________________________________________________________
 DA1019* NAD 83(1986)-  32 26 14.     (N)    113 35 31.     (W)     SCALED    
 DA1019* NAVD 88     -       204.15   (+/-2cm)     669.8    (feet)  VERTCON   
 DA1019  ___________________________________________________________________
 DA1019  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DA1019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1019
 DA1019.The horizontal coordinates were scaled from a topographic map and have
 DA1019.an estimated accuracy of +/- 6 seconds.
 DA1019
 DA1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1019.The vertical order pertains to the NGVD 29 superseded value.
 DA1019
 DA1019.The geoid height was determined by GEOID03.
 DA1019
 DA1019;                    North         East    Units  Estimated Accuracy
 DA1019;SPC AZ W     -   159,360.      228,220.      MT  (+/- 180 meters Scaled)
 DA1019
 DA1019                          SUPERSEDED SURVEY CONTROL
 DA1019
 DA1019  NGVD 29 (??/??/92)  203.502  (m)          667.66   (f) ADJ UNCH    2 0
 DA1019
 DA1019.Superseded values are not recommended for survey control.
 DA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1019.See file dsdata.txt to determine how the superseded data were derived.
 DA1019
 DA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA563918(NAD 83)
 DA1019_MARKER: DB = BENCH MARK DISK
 DA1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1019_STAMPING: T 352 1962
 DA1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1019+STABILITY: SURFACE MOTION
 DA1019
 DA1019  HISTORY     - Date     Condition        Report By
 DA1019  HISTORY     - 1962     MONUMENTED       CGS
 DA1019
 DA1019                          STATION DESCRIPTION
 DA1019
 DA1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1019'24.95 MI W FROM TONY TANK.
 DA1019'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA1019'TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 DA1019'1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF THE BASE OF THE
 DA1019'MOHAWK MOUNTAINS TO A PASS.  THENCE 1.85 MILES SOUTH SOUTHWEST ALONG A
 DA1019'TRAIL ROAD THROUGH THE PASS.  THENCE 6.2 MILES WEST ALONG A DIM TRAIL
 DA1019'ROAD.  OR ABOUT 18.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE
 DA1019'WINDMILL AND GAME COMMISSION SHELTER AT TULE WELL.  THENCE 4.7 MILES
 DA1019'EAST ALONG A SANDY TRAIL ROAD, APPROXIMATELY 1.4 MILES NORTHEAST OF A
 DA1019'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA1019'NUMBERED 42, 0.7 MILE SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA1019'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 41, 0.35 MILE WEST
 DA1019'SOUTHWEST OF A WASH, 13 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 DA1019'ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 DA1019'THE LEVEL OF THE TRAIL ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 DA1019'HAS A 6-INCH TILE FORM AND WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0776 ***********************************************************************
 DA0776  DESIGNATION -  T 353
 DA0776  PID         -  DA0776
 DA0776  STATE/COUNTY-  AZ/MARICOPA
 DA0776  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0776
 DA0776                         *CURRENT SURVEY CONTROL
 DA0776  ___________________________________________________________________
 DA0776* NAD 83(1986)-  32 40 55.     (N)    113 17 16.     (W)     SCALED    
 DA0776* NAVD 88     -       202.83   (+/-2cm)     665.5    (feet)  VERTCON   
 DA0776  ___________________________________________________________________
 DA0776  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DA0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0776
 DA0776.The horizontal coordinates were scaled from a topographic map and have
 DA0776.an estimated accuracy of +/- 6 seconds.
 DA0776
 DA0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0776.The vertical order pertains to the NGVD 29 superseded value.
 DA0776
 DA0776.The geoid height was determined by GEOID03.
 DA0776
 DA0776;                    North         East    Units  Estimated Accuracy
 DA0776;SPC AZ C     -   187,310.       84,780.      MT  (+/- 180 meters Scaled)
 DA0776
 DA0776                          SUPERSEDED SURVEY CONTROL
 DA0776
 DA0776  NGVD 29 (??/??/92)  202.226  (m)          663.47   (f) ADJ UNCH    2 0
 DA0776
 DA0776.Superseded values are not recommended for survey control.
 DA0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0776.See file dsdata.txt to determine how the superseded data were derived.
 DA0776
 DA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB854183(NAD 83)
 DA0776_MARKER: DB = BENCH MARK DISK
 DA0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0776_STAMPING: T 353 1961
 DA0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0776+STABILITY: SURFACE MOTION
 DA0776
 DA0776  HISTORY     - Date     Condition        Report By
 DA0776  HISTORY     - 1961     MONUMENTED       CGS
 DA0776  HISTORY     - 1962     GOOD             NGS
 DA0776
 DA0776                          STATION DESCRIPTION
 DA0776
 DA0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0776'16.45 MI SSW FROM SENTINEL.
 DA0776'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0776'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0776'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 4.5
 DA0776'MILES SOUTH ALONG A DIM TRAIL ROAD.  THENCE 1.1 MILES SOUTHEAST ALONG
 DA0776'A DIM TRAIL ROAD, 0.5 MILE NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0776'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 33, 14 FEET
 DA0776'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET SOUTHEAST OF
 DA0776'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0776'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0213 ***********************************************************************
 DB0213  DESIGNATION -  T 353
 DB0213  PID         -  DB0213
 DB0213  STATE/COUNTY-  AZ/YUMA
 DB0213  USGS QUAD   -  YUMA EAST (1994)
 DB0213
 DB0213                         *CURRENT SURVEY CONTROL
 DB0213  ___________________________________________________________________
 DB0213* NAD 83(1986)-  32 41 54.     (N)    114 36 42.     (W)     SCALED    
 DB0213* NAVD 88     -        53.760  (meters)     176.38   (feet)  ADJUSTED  
 DB0213  ___________________________________________________________________
 DB0213  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DB0213  DYNAMIC HT  -          53.699 (meters)     176.18  (feet)  COMP
 DB0213  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 DB0213
 DB0213  VERT ORDER  -  FIRST     CLASS II
 DB0213
 DB0213.The horizontal coordinates were scaled from a topographic map and have
 DB0213.an estimated accuracy of +/- 6 seconds.
 DB0213
 DB0213.The orthometric height was determined by differential leveling
 DB0213.and adjusted in June 1991.
 DB0213
 DB0213.The geoid height was determined by GEOID03.
 DB0213
 DB0213.The dynamic height is computed by dividing the NAVD 88
 DB0213.geopotential number by the normal gravity value computed on the
 DB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0213.degrees latitude (g = 980.6199 gals.).
 DB0213
 DB0213.The modeled gravity was interpolated from observed gravity values.
 DB0213
 DB0213;                    North         East    Units  Estimated Accuracy
 DB0213;SPC AZ W     -   188,630.      132,570.      MT  (+/- 180 meters Scaled)
 DB0213
 DB0213                          SUPERSEDED SURVEY CONTROL
 DB0213
 DB0213  NGVD 29 (??/??/??)   53.103  (m)          174.22   (f) ADJUSTED    1 2
 DB0213
 DB0213.Superseded values are not recommended for survey control.
 DB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0213.See file dsdata.txt to determine how the superseded data were derived.
 DB0213
 DB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS238203(NAD 83)
 DB0213_MARKER: DB = BENCH MARK DISK
 DB0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0213_SP_SET: BRIDGE
 DB0213_STAMPING: T 353 1960
 DB0213_MARK LOGO: CGS   
 DB0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0213+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DB0213
 DB0213  HISTORY     - Date     Condition        Report By
 DB0213  HISTORY     - 1960     MONUMENTED       CGS
 DB0213  HISTORY     - 1973     GOOD             NGS
 DB0213  HISTORY     - 1981     GOOD             NGS
 DB0213  HISTORY     - 1981     GOOD             NGS
 DB0213  HISTORY     - 19950523 GOOD             USPSQD
 DB0213  HISTORY     - 20060405 GOOD             INDIV
 DB0213
 DB0213                          STATION DESCRIPTION
 DB0213
 DB0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0213'1.8 MI S FROM YUMA.
 DB0213'1.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DB0213'DEPOT AT YUMA, 24.6 FEET EAST OF THE CENTERLINE OF THE NORTH
 DB0213'TRACK, 1.4 FEET SOUTH OF THE NORTH END OF THE CENTER BRIDGE
 DB0213'SUPPORT, 3.6 FEET HIGHER THAN THE TRACKS, SET VERTICALLY IN THE
 DB0213'OVERPASS BRIDGE SUPPORT.
 DB0213
 DB0213                          STATION RECOVERY (1973)
 DB0213
 DB0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DB0213'RECOVERED IN GOOD CONDITION.
 DB0213
 DB0213                          STATION RECOVERY (1981)
 DB0213
 DB0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0213'NOTE-SET VERTICALLY IN THE CENTER OF THE WEST FACE OF THE EAST ONE
 DB0213'OF TWO CONCRETE PIERS SUPPORTING THE 16TH AVENUE OVERPASS, 0.6 M
 DB0213'(2.0 FT) ABOVE THE TRACKS.
 DB0213
 DB0213                          STATION RECOVERY (1981)
 DB0213
 DB0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0213'NOTE-SET VERTICALLY IN THE CENTER OF THE WEST FACE OF THE EAST ONE
 DB0213'OF TWO CONCRETE PIERS SUPPORTING THE 16TH AVENUE OVERPASS, 0.6 M
 DB0213'(2.0 FT) ABOVE THE TRACKS.
 DB0213
 DB0213                          STATION RECOVERY (1995)
 DB0213
 DB0213'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0213'RECOVERED IN GOOD CONDITION.
 DB0213
 DB0213                          STATION RECOVERY (2006)
 DB0213
 DB0213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0213'RECOVERED IN EXCELLENT CONDITION. A US COAST AND GEODETIC SURVEY FOUR
 DB0213'INCH DIAMETER BRASS CAP PROPERLY STAMPED THAT IS SET VERTICALLY IN THE
 DB0213'WEST FACE OF THE MOST EASTERLY NORTH-SOUTH SPAN OF TWO NORTH-SOUTH
 DB0213'SUPPORT SPANS OF CONCRETE SUPPORT COLUMNS.
 DB0213'LOCATED IN THE MIDDLE OF THE 4TH SUPPORT COLUMN FROM THE SOUTH END OF
 DB0213'A TOTAL OF 7 SUPPORT COMUMNS BEING TWO FEET ABOVE THE NATURAL GROUND
 DB0213'SURFACE AND ONE HALF OF A FOOT ABOVE THE RECENTLY ELEVATED RAILROAD
 DB0213'TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0249 ***********************************************************************
 CZ0249  DESIGNATION -  T 354
 CZ0249  PID         -  CZ0249
 CZ0249  STATE/COUNTY-  AZ/PIMA
 CZ0249  USGS QUAD   -  TUCSON SE (1992)
 CZ0249
 CZ0249                         *CURRENT SURVEY CONTROL
 CZ0249  ___________________________________________________________________
 CZ0249* NAD 83(1986)-  32 06 32.     (N)    110 50 59.     (W)     SCALED    
 CZ0249* NAVD 88     -       849.717  (meters)    2787.78   (feet)  ADJUSTED  
 CZ0249  ___________________________________________________________________
 CZ0249  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CZ0249  DYNAMIC HT  -         848.504 (meters)    2783.80  (feet)  COMP
 CZ0249  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 CZ0249  OBS GRAVITY -     979,183.9   (mgal)                       GRAV_OBS
 CZ0249
 CZ0249  VERT ORDER  -  FIRST     CLASS II
 CZ0249
 CZ0249.The horizontal coordinates were scaled from a topographic map and have
 CZ0249.an estimated accuracy of +/- 6 seconds.
 CZ0249
 CZ0249.The orthometric height was determined by differential leveling
 CZ0249.and adjusted in June 1991.
 CZ0249
 CZ0249.The geoid height was determined by GEOID03.
 CZ0249
 CZ0249.The dynamic height is computed by dividing the NAVD 88
 CZ0249.geopotential number by the normal gravity value computed on the
 CZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0249.degrees latitude (g = 980.6199 gals.).
 CZ0249
 CZ0249.The modeled gravity was interpolated from observed gravity values.
 CZ0249.The observed gravity was obtained from relative gravimeter ties
 CZ0249.to the IGSN71 gravity network.
 CZ0249
 CZ0249;                    North         East    Units  Estimated Accuracy
 CZ0249;SPC AZ C     -   123,440.      314,050.      MT  (+/- 180 meters Scaled)
 CZ0249
 CZ0249                          SUPERSEDED SURVEY CONTROL
 CZ0249
 CZ0249  NGVD 29 (??/??/92)  849.060  (m)         2785.62   (f) ADJ UNCH    1 2
 CZ0249
 CZ0249.Superseded values are not recommended for survey control.
 CZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0249.See file dsdata.txt to determine how the superseded data were derived.
 CZ0249
 CZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA141525(NAD 83)
 CZ0249_MARKER: DB = BENCH MARK DISK
 CZ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0249_STAMPING: T 354 1960
 CZ0249_PROJECTION: PROJECTING 8 CENTIMETERS
 CZ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0249+STABILITY: SURFACE MOTION
 CZ0249
 CZ0249  HISTORY     - Date     Condition        Report By
 CZ0249  HISTORY     - 1960     MONUMENTED       CGS
 CZ0249  HISTORY     - 1979     GOOD             NGS
 CZ0249  HISTORY     - 1996     GOOD             USPSQD
 CZ0249  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0249
 CZ0249                          STATION DESCRIPTION
 CZ0249
 CZ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0249'8.7 MI SE FROM TUCSON.
 CZ0249'8.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0249'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 256, 93 FEET SOUTHWEST OF
 CZ0249'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 68.5 FEET SOUTHWEST OF
 CZ0249'THE MILE POST, 1.8 FEET NORTHEAST OF A FENCE LINE, 1.7 FEET SOUTHWEST
 CZ0249'OF A METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 CZ0249'6 INCHES.
 CZ0249
 CZ0249                          STATION RECOVERY (1979)
 CZ0249
 CZ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0249'9.2 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0249'HIGHWAY 89 INTERCHANGE AT TUCSON, 242 FEET WEST OF AND ACROSS THE
 CZ0249'SOUTHWEST INTERSTATE 10 FRONTAGE ROAD FROM MILE POST 270, 28.5 FEET
 CZ0249'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST FRONTAGE ROAD AND 1.5
 CZ0249'FEET NORTHEAST OF THE SOUTHWEST FRONTAGE ROAD RIGHT-OF-WAY FENCE.
 CZ0249'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0249'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CZ0249
 CZ0249                          STATION RECOVERY (1996)
 CZ0249
 CZ0249'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0249'RECOVERED IN GOOD CONDITION.
 CZ0249
 CZ0249                          STATION RECOVERY (2006)
 CZ0249
 CZ0249'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0249'MARK NOT FOUND.  RECENT HOME CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0084 ***********************************************************************
 FS0084  DESIGNATION -  T 355
 FS0084  PID         -  FS0084
 FS0084  STATE/COUNTY-  AZ/MOHAVE
 FS0084  USGS QUAD   -  MOUNT WILSON (1989)
 FS0084
 FS0084                         *CURRENT SURVEY CONTROL
 FS0084  ___________________________________________________________________
 FS0084* NAD 83(1986)-  35 52 46.     (N)    114 36 07.     (W)     SCALED    
 FS0084* NAVD 88     -       663.033  (meters)    2175.30   (feet)  POSTED    
 FS0084  ___________________________________________________________________
 FS0084  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FS0084  DYNAMIC HT  -         662.360 (meters)    2173.09  (feet)  COMP
 FS0084  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 FS0084
 FS0084  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0084
 FS0084.The horizontal coordinates were scaled from a topographic map and have
 FS0084.an estimated accuracy of +/- 6 seconds.
 FS0084
 FS0084.The orthometric height was determined by differential leveling
 FS0084.and adjusted by the  in 1992.
 FS0084.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0084.rate of 1.1 thru 2.0 mm/km.
 FS0084
 FS0084.The geoid height was determined by GEOID03.
 FS0084
 FS0084.The dynamic height is computed by dividing the NAVD 88
 FS0084.geopotential number by the normal gravity value computed on the
 FS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0084.degrees latitude (g = 980.6199 gals.).
 FS0084
 FS0084.The modeled gravity was interpolated from observed gravity values.
 FS0084
 FS0084;                    North         East    Units  Estimated Accuracy
 FS0084;SPC AZ W     -   541,490.      136,430.      MT  (+/- 180 meters Scaled)
 FS0084
 FS0084                          SUPERSEDED SURVEY CONTROL
 FS0084
 FS0084  NGVD 29 (??/??/92)  662.329  (m)         2172.99   (f) ADJ UNCH    1 2
 FS0084
 FS0084.Superseded values are not recommended for survey control.
 FS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0084.See file dsdata.txt to determine how the superseded data were derived.
 FS0084
 FS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV164732(NAD 83)
 FS0084_MARKER: DB = BENCH MARK DISK
 FS0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0084_SP_SET: CULVERT
 FS0084_STAMPING: T 355 1963
 FS0084_MARK LOGO: CGS   
 FS0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0084
 FS0084  HISTORY     - Date     Condition        Report By
 FS0084  HISTORY     - 1963     MONUMENTED       CGS
 FS0084  HISTORY     - 1981     GOOD             NGS
 FS0084  HISTORY     - 19870519 GOOD             USPSQD
 FS0084
 FS0084                          STATION DESCRIPTION
 FS0084
 FS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0084'13.4 MI SE FROM HOOVER DAM.
 FS0084'13.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0084'(ARIZONA) END OF HOOVER DAM, 181 FEET SOUTH OF THE SOUTH END OF
 FS0084'THE EAST HEAD WALL OF A CATTLEGUARD, SET VERTICALLY IN THE WEST
 FS0084'FACE OF A ROCK CUT, 21 1/2 FEET EAST OF THE CENTER LINE OF THE
 FS0084'HIGHWAY, 94 FEET SOUTH OF THE NORTH END OF THE CUT, 108 FEET
 FS0084'SOUTH OF THE SOUTH END OF THE EAST HEAD WALL OF A 36-INCH PIPE
 FS0084'CULVERT, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 FS0084
 FS0084                          STATION RECOVERY (1981)
 FS0084
 FS0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0084'16.2 KM (10.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0084'OF HOOVER DAM, THENCE 5.05 KM (3.15 MI) SOUTHEAST ALONG THE OLD
 FS0084'HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A ROCK CUT, 55.2 METERS
 FS0084'(181 FT) SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A CATTLE
 FS0084'GUARD, 6.6 METERS (21.5 FT) EAST OF THE CENTER OF THE OLD HIGHWAY,
 FS0084'28.7 METERS (94 FT) SOUTH OF THE NORTH END OF THE CUT, 32.9 METERS
 FS0084'(108 FT) SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A 36-INCH PIPE
 FS0084'CULVERT.
 FS0084'THE MARK IS 1.2 M ABOVE THE OLD HIGHWAY.
 FS0084
 FS0084                          STATION RECOVERY (1987)
 FS0084
 FS0084'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0847 ***********************************************************************
 EU0847  DESIGNATION -  T 356
 EU0847  PID         -  EU0847
 EU0847  STATE/COUNTY-  AZ/LA PAZ
 EU0847  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0847
 EU0847                         *CURRENT SURVEY CONTROL
 EU0847  ___________________________________________________________________
 EU0847* NAD 83(1986)-  34 16 38.     (N)    114 03 51.     (W)     SCALED    
 EU0847* NAVD 88     -       146.62   (+/-2cm)     481.0    (feet)  VERTCON   
 EU0847  ___________________________________________________________________
 EU0847  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EU0847  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0847
 EU0847.The horizontal coordinates were scaled from a topographic map and have
 EU0847.an estimated accuracy of +/- 6 seconds.
 EU0847
 EU0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0847.The vertical order pertains to the NGVD 29 superseded value.
 EU0847
 EU0847.The geoid height was determined by GEOID03.
 EU0847
 EU0847;                    North         East    Units  Estimated Accuracy
 EU0847;SPC AZ W     -   363,460.      184,430.      MT  (+/- 180 meters Scaled)
 EU0847
 EU0847                          SUPERSEDED SURVEY CONTROL
 EU0847
 EU0847  NGVD 29 (08/15/05)  146.001  (m)          479.00   (f) ADJUSTED    1 1
 EU0847
 EU0847.Superseded values are not recommended for survey control.
 EU0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0847.See file dsdata.txt to determine how the superseded data were derived.
 EU0847
 EU0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT702967(NAD 83)
 EU0847_MARKER: DB = BENCH MARK DISK
 EU0847_SETTING: 80 = SET IN A BOULDER
 EU0847_STAMPING: T 356 1976
 EU0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0847+STABILITY: SURFACE MOTION
 EU0847
 EU0847  HISTORY     - Date     Condition        Report By
 EU0847  HISTORY     - 1976     MONUMENTED       NGS
 EU0847
 EU0847                          STATION DESCRIPTION
 EU0847
 EU0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0847'35.75 MI NW FROM BOUSE.
 EU0847'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0847'BOUSE, THENCE 7.8 MILES WEST ALONG THE PLANET RANCH ROAD, IN TOP OF A
 EU0847'7 FT. BY 6 FT. BOULDER PROJECTING 3 FT. ABOVE GROUND, 125 FT. NORTH OF
 EU0847'THE CENTERLINE OF THE ROAD, 70 FT. NORTH OF THE CENTERLINE OF A POWER
 EU0847'LINE ROAD, 62 FT. SOUTH OF A BARB WIRE FENCE LINE, 0.2 MILE EAST OF A
 EU0847'POWERLINE CROSSING THE ROAD.
 EU0847'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0090 ***********************************************************************
 CG0090  DESIGNATION -  T 358 RESET
 CG0090  PID         -  CG0090
 CG0090  STATE/COUNTY-  AZ/COCHISE
 CG0090  USGS QUAD   -  BENSON (1983)
 CG0090
 CG0090                         *CURRENT SURVEY CONTROL
 CG0090  ___________________________________________________________________
 CG0090* NAD 83(1986)-  31 58 39.     (N)    110 18 26.     (W)     SCALED    
 CG0090* NAVD 88     -      1098.13   (+/-2cm)    3602.8    (feet)  VERTCON   
 CG0090  ___________________________________________________________________
 CG0090  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0090  VERT ORDER  -  THIRD (See Below)
 CG0090
 CG0090.The horizontal coordinates were scaled from a topographic map and have
 CG0090.an estimated accuracy of +/- 6 seconds.
 CG0090
 CG0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0090.The vertical order pertains to the NGVD 29 superseded value.
 CG0090
 CG0090.The geoid height was determined by GEOID03.
 CG0090
 CG0090;                    North         East    Units  Estimated Accuracy
 CG0090;SPC AZ E     -   108,380.      200,080.      MT  (+/- 180 meters Scaled)
 CG0090
 CG0090                          SUPERSEDED SURVEY CONTROL
 CG0090
 CG0090  NGVD 29 (03/28/06) 1097.35   (m)         3600.2    (f) RESET       3  
 CG0090
 CG0090.Superseded values are not recommended for survey control.
 CG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0090.See file dsdata.txt to determine how the superseded data were derived.
 CG0090
 CG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA654381(NAD 83)
 CG0090_MARKER: DB = BENCH MARK DISK
 CG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0090_STAMPING: T 358 RESET 1968
 CG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0090+STABILITY: SURFACE MOTION
 CG0090
 CG0090  HISTORY     - Date     Condition        Report By
 CG0090  HISTORY     - 1968     MONUMENTED       AZHD
 CG0090
 CG0090                          STATION DESCRIPTION
 CG0090
 CG0090'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968
 CG0090'1.75 MI NW FROM BENSON.
 CG0090'0.6 MILE WEST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT BENSON,
 CG0090'THENCE 0.6 WEST ALONG GRAVELED ROAD TO OCOTILLO ROAD, THENCE 0.5 MILE
 CG0090'NORTH ALONG GRAVEL ROAD TO A ROAD LEADING EAST, 100 FEET SOUTH OF A
 CG0090'ROAD LEADING EAST (BENCH MARK T 358 RESET IS 90 FEET LEFT OF THIS
 CG0090'POINT), 68 FEET EAST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE LINE, 10.5
 CG0090'FEET SOUTH OF FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 CG0090'PROJECTING 3 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK SHOULD BE
 CG0090'REDESCRIBED UPON THE COMPLETION OF INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0331 ***********************************************************************
 DA0331  DESIGNATION -  T 36
 DA0331  PID         -  DA0331
 DA0331  STATE/COUNTY-  AZ/PIMA
 DA0331  USGS QUAD   -  AJO SOUTH (1990)
 DA0331
 DA0331                         *CURRENT SURVEY CONTROL
 DA0331  ___________________________________________________________________
 DA0331* NAD 83(1986)-  32 18 53.     (N)    112 46 01.     (W)     SCALED    
 DA0331* NAVD 88     -       510.685  (meters)    1675.47   (feet)  ADJUSTED  
 DA0331  ___________________________________________________________________
 DA0331  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DA0331  DYNAMIC HT  -         510.025 (meters)    1673.31  (feet)  COMP
 DA0331  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 DA0331
 DA0331  VERT ORDER  -  FIRST     CLASS II
 DA0331
 DA0331.The horizontal coordinates were scaled from a topographic map and have
 DA0331.an estimated accuracy of +/- 6 seconds.
 DA0331
 DA0331.The orthometric height was determined by differential leveling
 DA0331.and adjusted in June 1991.
 DA0331
 DA0331.The geoid height was determined by GEOID03.
 DA0331
 DA0331.The dynamic height is computed by dividing the NAVD 88
 DA0331.geopotential number by the normal gravity value computed on the
 DA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0331.degrees latitude (g = 980.6199 gals.).
 DA0331
 DA0331.The modeled gravity was interpolated from observed gravity values.
 DA0331
 DA0331;                    North         East    Units  Estimated Accuracy
 DA0331;SPC AZ C     -   146,080.      133,300.      MT  (+/- 180 meters Scaled)
 DA0331
 DA0331                          SUPERSEDED SURVEY CONTROL
 DA0331
 DA0331  NGVD 29 (??/??/92)  509.970  (m)         1673.13   (f) ADJ UNCH    1 2
 DA0331
 DA0331.Superseded values are not recommended for survey control.
 DA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0331.See file dsdata.txt to determine how the superseded data were derived.
 DA0331
 DA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA336766(NAD 83)
 DA0331_MARKER: DB = BENCH MARK DISK
 DA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0331_STAMPING: T 36 1933 1673.366
 DA0331_PROJECTION: PROJECTING 30 CENTIMETERS
 DA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0331+STABILITY: SURFACE MOTION
 DA0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0331+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA0331
 DA0331  HISTORY     - Date     Condition        Report By
 DA0331  HISTORY     - 1933     MONUMENTED       CGS
 DA0331  HISTORY     - 1953     GOOD             NGS
 DA0331  HISTORY     - 1981     GOOD             NGS
 DA0331  HISTORY     - 19970305 GOOD             USPSQD
 DA0331  HISTORY     - 19990203 GOOD             USPSQD
 DA0331  HISTORY     - 20061112 GOOD             USPSQD
 DA0331
 DA0331                          STATION DESCRIPTION
 DA0331
 DA0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0331'7.25 MI SE FROM AJO.
 DA0331'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0331'FROM THE STATION AT AJO, THENCE 7.1 MILES SOUTHEAST ALONG STATE
 DA0331'HIGHWAY 86, 0.6 MILE SOUTHEAST OF THE SOUTHEAST END OF A CURVE IN THE
 DA0331'HIGHWAY, 128.8 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM AN IRON
 DA0331'POLE SUPPORTING AN ACME BEER SIGN, 43 FEET SOUTHWEST OF THE CENTER
 DA0331'LINE OF THE HIGHWAY, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT
 DA0331'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0331'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0331
 DA0331                          STATION RECOVERY (1981)
 DA0331
 DA0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0331'6.0 KM (3.7 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA0331'STATE HIGHWAY 86 IN WHY, 0.3 KM (0.2 MI) SOUTHEAST OF HIGHWAY MILEPOST
 DA0331'49, 13.1 M (43.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DA0331'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DA0331'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0331
 DA0331                          STATION RECOVERY (1997)
 DA0331
 DA0331'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0331'RECOVERED IN GOOD CONDITION.
 DA0331
 DA0331                          STATION RECOVERY (1999)
 DA0331
 DA0331'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0331'RECOVERED IN GOOD CONDITION.
 DA0331
 DA0331                          STATION RECOVERY (2006)
 DA0331
 DA0331'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1049 ***********************************************************************
 DU1049  DESIGNATION -  T 360
 DU1049  PID         -  DU1049
 DU1049  STATE/COUNTY-  AZ/PINAL
 DU1049  USGS QUAD   -  SACATON BUTTE (1967)
 DU1049
 DU1049                         *CURRENT SURVEY CONTROL
 DU1049  ___________________________________________________________________
 DU1049* NAD 83(1986)-  33 00 46.     (N)    111 58 38.     (W)     SCALED    
 DU1049* NAVD 88     -       371.819  (meters)    1219.88   (feet)  ADJUSTED  
 DU1049  ___________________________________________________________________
 DU1049  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DU1049  DYNAMIC HT  -         371.370 (meters)    1218.40  (feet)  COMP
 DU1049  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 DU1049  OBS GRAVITY -     979,421.5   (mgal)                       GRAV_OBS
 DU1049
 DU1049  VERT ORDER  -  FIRST     CLASS II
 DU1049
 DU1049.The horizontal coordinates were scaled from a topographic map and have
 DU1049.an estimated accuracy of +/- 6 seconds.
 DU1049
 DU1049.The orthometric height was determined by differential leveling
 DU1049.and adjusted in June 1991.
 DU1049
 DU1049.The geoid height was determined by GEOID03.
 DU1049
 DU1049.The dynamic height is computed by dividing the NAVD 88
 DU1049.geopotential number by the normal gravity value computed on the
 DU1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1049.degrees latitude (g = 980.6199 gals.).
 DU1049
 DU1049.The modeled gravity was interpolated from observed gravity values.
 DU1049.The observed gravity was obtained from relative gravimeter ties
 DU1049.to the IGSN71 gravity network.
 DU1049
 DU1049;                    North         East    Units  Estimated Accuracy
 DU1049;SPC AZ C     -   223,170.      207,700.      MT  (+/- 180 meters Scaled)
 DU1049
 DU1049                          SUPERSEDED SURVEY CONTROL
 DU1049
 DU1049  NGVD 29 (??/??/92)  371.951  (m)         1220.31   (f) ADJ UNCH    1 2
 DU1049
 DU1049.Superseded values are not recommended for survey control.
 DU1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1049.See file dsdata.txt to determine how the superseded data were derived.
 DU1049
 DU1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB087531(NAD 83)
 DU1049_MARKER: DB = BENCH MARK DISK
 DU1049_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1049_SP_SET: 16 FT
 DU1049_STAMPING: T 360 1967
 DU1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1049+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DU1049
 DU1049  HISTORY     - Date     Condition        Report By
 DU1049  HISTORY     - 1967     MONUMENTED       CGS
 DU1049  HISTORY     - 1980     GOOD             NGS
 DU1049  HISTORY     - 1980     GOOD             NGS
 DU1049  HISTORY     - 20060807 GOOD             GEOCAC
 DU1049
 DU1049                          STATION DESCRIPTION
 DU1049
 DU1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1049'5.35 MI SE FROM MARICOPA.
 DU1049'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DU1049'MARICOPA, THENCE 5.25 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DU1049'RAILROAD, IN S 8, T 5 S, R 4 E, 47 FEET NORTHEAST OF THE NORTHEAST
 DU1049'RAIL OF THE MAIN TRACK, 83 FEET SOUTHWEST OF THE CENTER LINE OF A
 DU1049'PAVED ROAD WHICH IS MARICOPA ROAD, 2.8 FEET EAST OF MILEPOST NUMBER
 DU1049'903, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET WEST OF A METAL
 DU1049'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE
 DU1049'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 DU1049'FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 6 INCHES.
 DU1049
 DU1049                          STATION RECOVERY (1980)
 DU1049
 DU1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1049'RECOVERED IN GOOD CONDITION.
 DU1049
 DU1049                          STATION RECOVERY (1980)
 DU1049
 DU1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1049'RECOVERED IN GOOD CONDITION.
 DU1049
 DU1049                          STATION RECOVERY (2006)
 DU1049
 DU1049'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0800 ***********************************************************************
 DV0800  DESIGNATION -  T 361
 DV0800  PID         -  DV0800
 DV0800  STATE/COUNTY-  AZ/MARICOPA
 DV0800  USGS QUAD   -  SPRING MTN (1978)
 DV0800
 DV0800                         *CURRENT SURVEY CONTROL
 DV0800  ___________________________________________________________________
 DV0800* NAD 83(1986)-  33 13 32.     (N)    112 45 52.     (W)     SCALED    
 DV0800* NAVD 88     -       229.622  (meters)     753.35   (feet)  ADJUSTED  
 DV0800  ___________________________________________________________________
 DV0800  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV0800  DYNAMIC HT  -         229.358 (meters)     752.49  (feet)  COMP
 DV0800  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 DV0800
 DV0800  VERT ORDER  -  FIRST     CLASS II
 DV0800
 DV0800.The horizontal coordinates were scaled from a topographic map and have
 DV0800.an estimated accuracy of +/- 6 seconds.
 DV0800
 DV0800.The orthometric height was determined by differential leveling
 DV0800.and adjusted in June 1991.
 DV0800
 DV0800.The geoid height was determined by GEOID03.
 DV0800
 DV0800.The dynamic height is computed by dividing the NAVD 88
 DV0800.geopotential number by the normal gravity value computed on the
 DV0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0800.degrees latitude (g = 980.6199 gals.).
 DV0800
 DV0800.The modeled gravity was interpolated from observed gravity values.
 DV0800
 DV0800;                    North         East    Units  Estimated Accuracy
 DV0800;SPC AZ C     -   247,090.      134,340.      MT  (+/- 180 meters Scaled)
 DV0800
 DV0800                          SUPERSEDED SURVEY CONTROL
 DV0800
 DV0800  NGVD 29 (??/??/92)  228.981  (m)          751.25   (f) ADJ UNCH    1 2
 DV0800
 DV0800.Superseded values are not recommended for survey control.
 DV0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0800.See file dsdata.txt to determine how the superseded data were derived.
 DV0800
 DV0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB355776(NAD 83)
 DV0800_MARKER: DB = BENCH MARK DISK
 DV0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0800_SP_SET: CONCRETE ANCHOR
 DV0800_STAMPING: T 361 1967
 DV0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0800
 DV0800  HISTORY     - Date     Condition        Report By
 DV0800  HISTORY     - 1967     MONUMENTED       CGS
 DV0800  HISTORY     - 1981     GOOD             NGS
 DV0800  HISTORY     - 20001226 MARK NOT FOUND   NGS
 DV0800  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0800
 DV0800                          STATION DESCRIPTION
 DV0800
 DV0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0800'8.5 MI SW FROM ARLINGTON.
 DV0800'8.5 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0800'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0800'28, T 2 S, R 5 W, ABOUT 0.2 MILE SOUTHEAST OF THE EAST END OF A
 DV0800'HIGHWAY BRIDGE OVER THE GILA RIVER, 113 FEET SOUTHWEST OF THE CENTER
 DV0800'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH CORNER OF A 34- BY
 DV0800'34-FOOT CONCRETE ANCHOR TO WHICH ARE ATTACHED STEEL CABLES FOR A PIPE
 DV0800'LINE SUSPENSION BRIDGE OVER THE GILA RIVER, ABOUT LEVEL WITH THE
 DV0800'HIGHWAY, AND ABOUT 5 FEET ABOVE THE GROUND.
 DV0800
 DV0800                          STATION RECOVERY (1981)
 DV0800
 DV0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0800'RECOVERED IN GOOD CONDITION.
 DV0800
 DV0800                          STATION RECOVERY (2000)
 DV0800
 DV0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV0800'STATION SHOULD BE CONSIDERED DESTROYED.  NO TRACE OF CONCRETE PAD OR
 DV0800'SUSPENSION PIPELINE MENTIONED IN ORIGINAL DESCRIPTION, HOWEVER THERE
 DV0800'IS NOW AN UNDERGROUND PIPELINE THAT CROSSES THE RIVER AT THIS
 DV0800'LOCATION.
 DV0800
 DV0800                          STATION RECOVERY (2007)
 DV0800
 DV0800'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0800'ALL COMPONENTS OF THE BRIDGE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0745 ***********************************************************************
 DV0745  DESIGNATION -  T 362
 DV0745  PID         -  DV0745
 DV0745  STATE/COUNTY-  AZ/MARICOPA
 DV0745  USGS QUAD   -  WINTERSBURG (1984)
 DV0745
 DV0745                         *CURRENT SURVEY CONTROL
 DV0745  ___________________________________________________________________
 DV0745* NAD 83(1986)-  33 29 37.     (N)    112 52 04.     (W)     SCALED    
 DV0745* NAVD 88     -       340.631  (meters)    1117.55   (feet)  ADJUSTED  
 DV0745  ___________________________________________________________________
 DV0745  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV0745  DYNAMIC HT  -         340.231 (meters)    1116.24  (feet)  COMP
 DV0745  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DV0745
 DV0745  VERT ORDER  -  FIRST     CLASS II
 DV0745
 DV0745.The horizontal coordinates were scaled from a topographic map and have
 DV0745.an estimated accuracy of +/- 6 seconds.
 DV0745
 DV0745.The orthometric height was determined by differential leveling
 DV0745.and adjusted in June 1991.
 DV0745
 DV0745.The geoid height was determined by GEOID03.
 DV0745
 DV0745.The dynamic height is computed by dividing the NAVD 88
 DV0745.geopotential number by the normal gravity value computed on the
 DV0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0745.degrees latitude (g = 980.6199 gals.).
 DV0745
 DV0745.The modeled gravity was interpolated from observed gravity values.
 DV0745
 DV0745;                    North         East    Units  Estimated Accuracy
 DV0745;SPC AZ C     -   276,900.      124,980.      MT  (+/- 180 meters Scaled)
 DV0745
 DV0745                          SUPERSEDED SURVEY CONTROL
 DV0745
 DV0745  NGVD 29 (??/??/92)  340.006  (m)         1115.50   (f) ADJ UNCH    1 2
 DV0745
 DV0745.Superseded values are not recommended for survey control.
 DV0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0745.See file dsdata.txt to determine how the superseded data were derived.
 DV0745
 DV0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC264075(NAD 83)
 DV0745_MARKER: DB = BENCH MARK DISK
 DV0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0745_STAMPING: T 362 1967
 DV0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0745+STABILITY: SURFACE MOTION
 DV0745
 DV0745  HISTORY     - Date     Condition        Report By
 DV0745  HISTORY     - 1967     MONUMENTED       CGS
 DV0745  HISTORY     - 1981     GOOD             NGS
 DV0745  HISTORY     - 20010417 POOR             MCDOT
 DV0745  HISTORY     - 20080530 POOR             GEOCAC
 DV0745
 DV0745                          STATION DESCRIPTION
 DV0745
 DV0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0745'4.25 MI E FROM TONOPAH.
 DV0745'4.25 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0745'TONOPAH, IN S 27, T 2 N, R 6 W, 0.25 MILE EAST OF THE RUTH FISHER
 DV0745'SCHOOL, 40 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF INDIAN
 DV0745'SCHOOL ROAD AND WINTERSBURG ROAD, 33 FEET SOUTH OF THE CENTER LINE OF
 DV0745'INDIAN SCHOOL ROAD, 24 FEET EAST OF THE CENTER LINE OF WINTERSBURG
 DV0745'ROAD, 64 FEET SOUTH AND ACROSS INDIAN SCHOOL ROAD FROM POWER POLE
 DV0745'NUMBER 16-13-64-67GF, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 DV0745'NORTHWEST OF A FENCE CORNER POST, 2.0 FEET SOUTHEAST OF A METAL
 DV0745'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN
 DV0745'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0745
 DV0745                          STATION RECOVERY (1981)
 DV0745
 DV0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0745'RECOVERED IN GOOD CONDITION.
 DV0745
 DV0745                          STATION RECOVERY (2001)
 DV0745
 DV0745'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0745'FOUND CONC. BASE + SURVEY MARKER BUT CAP IS MISSING
 DV0745'SE CORNER OF WINTERSBURG + INDIAN SCHOOL RD.
 DV0745' 
 DV0745' 
 DV0745' 
 DV0745' 
 DV0745
 DV0745                          STATION RECOVERY (2008)
 DV0745
 DV0745'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0745'RECOVERED IN POOR CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0745'33 29 37.1 (N)   112 52 03.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0993 ***********************************************************************
 CZ0993  DESIGNATION -  T 363
 CZ0993  PID         -  CZ0993
 CZ0993  STATE/COUNTY-  AZ/PINAL
 CZ0993  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0993
 CZ0993                         *CURRENT SURVEY CONTROL
 CZ0993  ___________________________________________________________________
 CZ0993* NAD 83(1986)-  32 54 04.     (N)    111 46 23.     (W)     SCALED    
 CZ0993* NAVD 88     -       431.390  (meters)    1415.32   (feet)  ADJUSTED  
 CZ0993  ___________________________________________________________________
 CZ0993  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ0993  DYNAMIC HT  -         430.865 (meters)    1413.60  (feet)  COMP
 CZ0993  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 CZ0993
 CZ0993  VERT ORDER  -  FIRST     CLASS II
 CZ0993
 CZ0993.The horizontal coordinates were scaled from a topographic map and have
 CZ0993.an estimated accuracy of +/- 6 seconds.
 CZ0993
 CZ0993.The orthometric height was determined by differential leveling
 CZ0993.and adjusted in June 1991.
 CZ0993
 CZ0993.The geoid height was determined by GEOID03.
 CZ0993
 CZ0993.The dynamic height is computed by dividing the NAVD 88
 CZ0993.geopotential number by the normal gravity value computed on the
 CZ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0993.degrees latitude (g = 980.6199 gals.).
 CZ0993
 CZ0993.The modeled gravity was interpolated from observed gravity values.
 CZ0993
 CZ0993;                    North         East    Units  Estimated Accuracy
 CZ0993;SPC AZ C     -   210,800.      226,800.      MT  (+/- 180 meters Scaled)
 CZ0993
 CZ0993                          SUPERSEDED SURVEY CONTROL
 CZ0993
 CZ0993  NGVD 29 (??/??/92)  430.789  (m)         1413.35   (f) ADJ UNCH    1 2
 CZ0993
 CZ0993.Superseded values are not recommended for survey control.
 CZ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0993.See file dsdata.txt to determine how the superseded data were derived.
 CZ0993
 CZ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB277405(NAD 83)
 CZ0993_MARKER: DB = BENCH MARK DISK
 CZ0993_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0993_SP_SET: ROCK OUTCROP
 CZ0993_STAMPING: T 363 1967
 CZ0993_MARK LOGO: CGS   
 CZ0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0993+STABILITY: POSITION/ELEVATION WELL
 CZ0993
 CZ0993  HISTORY     - Date     Condition        Report By
 CZ0993  HISTORY     - 1967     MONUMENTED       CGS
 CZ0993  HISTORY     - 1970     GOOD             NGS
 CZ0993  HISTORY     - 1980     GOOD             NGS
 CZ0993  HISTORY     - 1980     GOOD             NGS
 CZ0993  HISTORY     - 1984     GOOD             NGS
 CZ0993
 CZ0993                          STATION DESCRIPTION
 CZ0993
 CZ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0993'2.35 MI NW FROM CASA GRANDE.
 CZ0993'ABOUT 1.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0993'THE STATION AT CASA GRANDE, THENCE 0.45 MILE NORTH ALONG A PAVED ROAD,
 CZ0993'THENCE 0.45 MILE NORTH ALONG A DIRT ROAD, IN S 18, T 6 S, R 6 S, 155
 CZ0993'FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE WEST
 CZ0993'EDGE OF A ROCK OUTCROP ON THE WEST SLOPE AND AT THE BASE OF THE
 CZ0993'HIGHEST ROCKY PEAK IN THE VICINITY, ABOUT 3 FEET BELOW THE TOP OF THE
 CZ0993'OUTCROP, ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 15 FEET
 CZ0993'ABOVE THE LEVEL OF THE ROAD.
 CZ0993
 CZ0993                          STATION RECOVERY (1970)
 CZ0993
 CZ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ0993'RECOVERED IN GOOD CONDITION.
 CZ0993
 CZ0993                          STATION RECOVERY (1980)
 CZ0993
 CZ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0993'RECOVERED IN GOOD CONDITION.
 CZ0993
 CZ0993                          STATION RECOVERY (1980)
 CZ0993
 CZ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0993'RECOVERED IN GOOD CONDITION.
 CZ0993
 CZ0993                          STATION RECOVERY (1984)
 CZ0993
 CZ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ0993'RECOVERED IN GOOD CONDITION EXCEPT ADD--0.6 METER EAST FROM A WITNESS
 CZ0993'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0685 ***********************************************************************
 DU0685  DESIGNATION -  T 364
 DU0685  PID         -  DU0685
 DU0685  STATE/COUNTY-  AZ/MARICOPA
 DU0685  USGS QUAD   -  HIGLEY (1981)
 DU0685
 DU0685                         *CURRENT SURVEY CONTROL
 DU0685  ___________________________________________________________________
 DU0685* NAD 83(1986)-  33 16 38.     (N)    111 38 04.     (W)     SCALED    
 DU0685* NAVD 88     -       425.78   (+/-2cm)    1396.9    (feet)  VERTCON   
 DU0685  ___________________________________________________________________
 DU0685  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0685  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0685
 DU0685.The horizontal coordinates were scaled from a topographic map and have
 DU0685.an estimated accuracy of +/- 6 seconds.
 DU0685
 DU0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0685.The vertical order pertains to the NGVD 29 superseded value.
 DU0685
 DU0685.The geoid height was determined by GEOID03.
 DU0685
 DU0685;                    North         East    Units  Estimated Accuracy
 DU0685;SPC AZ C     -   252,530.      239,650.      MT  (+/- 180 meters Scaled)
 DU0685
 DU0685                          SUPERSEDED SURVEY CONTROL
 DU0685
 DU0685  NGVD 29 (??/??/92)  425.287  (m)         1395.30   (f) ADJ UNCH    1 2
 DU0685
 DU0685.Superseded values are not recommended for survey control.
 DU0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0685.See file dsdata.txt to determine how the superseded data were derived.
 DU0685
 DU0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB409822(NAD 83)
 DU0685_MARKER: DB = BENCH MARK DISK
 DU0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU0685_SP_SET: 28 FT.
 DU0685_STAMPING: T 364 1967
 DU0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0685
 DU0685  HISTORY     - Date     Condition        Report By
 DU0685  HISTORY     - 1967     MONUMENTED       CGS
 DU0685  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0685  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0685  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0685
 DU0685                          STATION DESCRIPTION
 DU0685
 DU0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0685'1.0 MI N FROM QUEEN CREEK.
 DU0685'ABOUT 1.0 MILE NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0685'SCHOOL AT QUEEN CREEK, IN S 9, T 2 S, R 7 E, 68 FEET SOUTHWEST OF THE
 DU0685'CENTER OF THE INTERSECTION OF ELLSWORTH AVENUE AND GERMANN ROAD, 46
 DU0685'FEET WEST OF THE CENTER LINE OF ELLSWORTH AVENUE, 53 FEET SOUTH OF THE
 DU0685'CENTER LINE OF GERMANN ROAD, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, 1
 DU0685'FOOT EAST OF THE EAST EDGE OF A CONCRETE IRRIGATION DITCH, 1.3 FEET
 DU0685'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS AND ON THE
 DU0685'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 28
 DU0685'FEET AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 1 INCH.
 DU0685
 DU0685                          STATION RECOVERY (1979)
 DU0685
 DU0685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0685'THE TELEPHONE POLE MENTIONED IN THE ORIGINAL DESCRIPTION APPEARS TO
 DU0685'HAVE BEEN REMOVED.
 DU0685
 DU0685                          STATION RECOVERY (1992)
 DU0685
 DU0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0685'MARK NOT FOUND.
 DU0685
 DU0685                          STATION RECOVERY (2006)
 DU0685
 DU0685'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0685'ELLSWORTH ROAD HAS BEEN WIDENED IN THIS AREA. NO WITNESS POST WAS
 DU0685'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0008 ***********************************************************************
 DV0008  DESIGNATION -  T 365
 DV0008  PID         -  DV0008
 DV0008  STATE/COUNTY-  AZ/MARICOPA
 DV0008  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0008
 DV0008                         *CURRENT SURVEY CONTROL
 DV0008  ___________________________________________________________________
 DV0008* NAD 83(1986)-  33 31 25.     (N)    112 01 43.     (W)     SCALED    
 DV0008* NAVD 88     -       380.47   (+/-2cm)    1248.3    (feet)  VERTCON   
 DV0008  ___________________________________________________________________
 DV0008  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0008
 DV0008.The horizontal coordinates were scaled from a topographic map and have
 DV0008.an estimated accuracy of +/- 6 seconds.
 DV0008
 DV0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0008.The vertical order pertains to the NGVD 29 superseded value.
 DV0008
 DV0008.The geoid height was determined by GEOID03.
 DV0008
 DV0008;                    North         East    Units  Estimated Accuracy
 DV0008;SPC AZ C     -   279,830.      202,960.      MT  (+/- 180 meters Scaled)
 DV0008
 DV0008                          SUPERSEDED SURVEY CONTROL
 DV0008
 DV0008  NGVD 29 (??/??/92)  379.874  (m)         1246.30   (f) ADJ UNCH    1 2
 DV0008
 DV0008.Superseded values are not recommended for survey control.
 DV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0008.See file dsdata.txt to determine how the superseded data were derived.
 DV0008
 DV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC044098(NAD 83)
 DV0008_MARKER: DB = BENCH MARK DISK
 DV0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0008_SP_SET: CULVERT
 DV0008_STAMPING: T 365 1967
 DV0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0008
 DV0008  HISTORY     - Date     Condition        Report By
 DV0008  HISTORY     - 1967     MONUMENTED       CGS
 DV0008  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0008
 DV0008                          STATION DESCRIPTION
 DV0008
 DV0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0008'3.85 MI SE FROM SUNNYSLOPE.
 DV0008'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0008'SUNNYSLOPE, THENCE 3.25 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0008'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 14, T 2
 DV0008'N, R 3 E, 0.4 MILE WEST OF THE ARIZONA BILTMORE HOTEL, 13 FEET NORTH
 DV0008'OF THE CENTER LINE OF THE DIRT ROAD, SET IN THE CENTER OF THE TOP OF
 DV0008'THE NORTH CONCRETE HEAD WALL OF CULVERT NUMBER 1-9, 117 YARDS EAST OF
 DV0008'THE EXTENDED CENTER LINE OF NORTH 24TH STREET, AND ABOUT 6 INCHES
 DV0008'ABOVE THE LEVEL OF THE ROAD.
 DV0008
 DV0008                          STATION RECOVERY (1981)
 DV0008
 DV0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0008'BELIEVED DESTROYED BY CONSTRUCTION OF A NEW HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0073 ***********************************************************************
 DV0073  DESIGNATION -  T 366
 DV0073  PID         -  DV0073
 DV0073  STATE/COUNTY-  AZ/MARICOPA
 DV0073  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0073
 DV0073                         *CURRENT SURVEY CONTROL
 DV0073  ___________________________________________________________________
 DV0073* NAD 83(1986)-  33 43 35.     (N)    112 17 14.     (W)     SCALED    
 DV0073* NAVD 88     -       386.558  (meters)    1268.23   (feet)  ADJUSTED  
 DV0073  ___________________________________________________________________
 DV0073  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV0073  DYNAMIC HT  -         386.112 (meters)    1266.77  (feet)  COMP
 DV0073  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DV0073
 DV0073  VERT ORDER  -  FIRST     CLASS II
 DV0073
 DV0073.The horizontal coordinates were scaled from a topographic map and have
 DV0073.an estimated accuracy of +/- 6 seconds.
 DV0073
 DV0073.The orthometric height was determined by differential leveling
 DV0073.and adjusted in June 1991.
 DV0073
 DV0073.The geoid height was determined by GEOID03.
 DV0073
 DV0073.The dynamic height is computed by dividing the NAVD 88
 DV0073.geopotential number by the normal gravity value computed on the
 DV0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0073.degrees latitude (g = 980.6199 gals.).
 DV0073
 DV0073.The modeled gravity was interpolated from observed gravity values.
 DV0073
 DV0073;                    North         East    Units  Estimated Accuracy
 DV0073;SPC AZ C     -   302,370.      179,020.      MT  (+/- 180 meters Scaled)
 DV0073
 DV0073                          SUPERSEDED SURVEY CONTROL
 DV0073
 DV0073  NGVD 29 (??/??/92)  385.935  (m)         1266.19   (f) ADJ UNCH    1 2
 DV0073
 DV0073.Superseded values are not recommended for survey control.
 DV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0073.See file dsdata.txt to determine how the superseded data were derived.
 DV0073
 DV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC807325(NAD 83)
 DV0073_MARKER: DB = BENCH MARK DISK
 DV0073_SETTING: 66 = SET IN ROCK OUTCROP
 DV0073_SP_SET: ROCK OUTCROP
 DV0073_STAMPING: T 366 1967
 DV0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0073+STABILITY: POSITION/ELEVATION WELL
 DV0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0073+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV0073
 DV0073  HISTORY     - Date     Condition        Report By
 DV0073  HISTORY     - 1967     MONUMENTED       CGS
 DV0073  HISTORY     - 1981     GOOD             NGS
 DV0073  HISTORY     - 20051022 GOOD             GEOCAC
 DV0073  HISTORY     - 20071102 GOOD             GEOCAC
 DV0073
 DV0073                          STATION DESCRIPTION
 DV0073
 DV0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0073'8.7 MI N FROM SUN CITY.
 DV0073'ABOUT 6.25 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0073'CITY, THENCE 2.45 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 32, T
 DV0073'5 N, R 1 E, AT THE SOUTHWEST TOE OF A ROCKY HILL ON THE SOUTHEAST BANK
 DV0073'OF THE AGUA FRIA RIVER, 116 FEET NORTHEAST OF THE CENTER LINE OF THE
 DV0073'ROAD, SET IN THE TOP OF A ROCK OUTCROP, 75 FEET EAST OF THE MORE
 DV0073'NORTHEASTERLY OF 2 POWER POLES ON THE EAST SIDE OF A NARROW ABANDONED
 DV0073'CANAL, 32 FEET EAST OF THE CENTER LINE OF A NARROW LEVEE ON THE WEST
 DV0073'SIDE OF THE CANAL, AND ABOUT 4 FEET ABOVE THE BOTTOM OF THE CANAL.
 DV0073
 DV0073                          STATION RECOVERY (1981)
 DV0073
 DV0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0073'RECOVERED IN GOOD CONDITION.
 DV0073
 DV0073                          STATION RECOVERY (2005)
 DV0073
 DV0073'RECOVERY NOTE BY GEOCACHING 2005 (RHT)
 DV0073'LISTED COORDINATES WERE ABOUT 35' OFF, RECOVERED AS DESCRIBED AT THE
 DV0073'FOLLOWING COORDINATES- N 33  43.586 W 112  17.240
 DV0073' 
 DV0073
 DV0073                          STATION RECOVERY (2007)
 DV0073
 DV0073'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0073'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0073'THE DESCRIPTION - THE MARK IS 13 FEET EAST OF APS POLE 618422.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0219 ***********************************************************************
 DA0219  DESIGNATION -  T 37
 DA0219  PID         -  DA0219
 DA0219  STATE/COUNTY-  AZ/PIMA
 DA0219  USGS QUAD   -  VAINOM KUG (1990)
 DA0219
 DA0219                         *CURRENT SURVEY CONTROL
 DA0219  ___________________________________________________________________
 DA0219* NAD 83(1986)-  32 07 10.     (N)    112 02 51.     (W)     SCALED    
 DA0219* NAVD 88     -       653.58   (+/-2cm)    2144.3    (feet)  VERTCON   
 DA0219  ___________________________________________________________________
 DA0219  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DA0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0219
 DA0219.The horizontal coordinates were scaled from a topographic map and have
 DA0219.an estimated accuracy of +/- 6 seconds.
 DA0219
 DA0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0219.The vertical order pertains to the NGVD 29 superseded value.
 DA0219
 DA0219.The geoid height was determined by GEOID03.
 DA0219
 DA0219;                    North         East    Units  Estimated Accuracy
 DA0219;SPC AZ C     -   124,120.      201,010.      MT  (+/- 180 meters Scaled)
 DA0219
 DA0219                          SUPERSEDED SURVEY CONTROL
 DA0219
 DA0219  NGVD 29 (??/??/92)  652.899  (m)         2142.05   (f) ADJ UNCH    2 0
 DA0219
 DA0219.Superseded values are not recommended for survey control.
 DA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0219.See file dsdata.txt to determine how the superseded data were derived.
 DA0219
 DA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA011541(NAD 83)
 DA0219_MARKER: DB = BENCH MARK DISK
 DA0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0219_STAMPING: 2142.191 T 37 1933
 DA0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0219+STABILITY: SURFACE MOTION
 DA0219
 DA0219  HISTORY     - Date     Condition        Report By
 DA0219  HISTORY     - 1933     MONUMENTED       CGS
 DA0219  HISTORY     - 1934     GOOD             NGS
 DA0219  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0219
 DA0219                          STATION DESCRIPTION
 DA0219
 DA0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0219'18.9 MI NW FROM SELLS.
 DA0219'18.9 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 DA0219'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 6.4 MILES EAST OF
 DA0219'SAVAGES STORE (IN 1934), 60 FEET NORTH OF THE CENTERLINE OF THE
 DA0219'HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 DA0219'2142.191 T 37 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 DA0219'INCHES ABOVE GROUND.
 DA0219
 DA0219                          STATION RECOVERY (1999)
 DA0219
 DA0219'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0765 ***********************************************************************
 CZ0765  DESIGNATION -  T 38
 CZ0765  PID         -  CZ0765
 CZ0765  STATE/COUNTY-  AZ/PIMA
 CZ0765  USGS QUAD   -  SAN PEDRO (1992)
 CZ0765
 CZ0765                         *CURRENT SURVEY CONTROL
 CZ0765  ___________________________________________________________________
 CZ0765* NAD 83(1986)-  32 02 22.     (N)    111 29 12.     (W)     SCALED    
 CZ0765* NAVD 88     -       876.92   (+/-2cm)    2877.0    (feet)  VERTCON   
 CZ0765  ___________________________________________________________________
 CZ0765  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0765
 CZ0765.The horizontal coordinates were scaled from a topographic map and have
 CZ0765.an estimated accuracy of +/- 6 seconds.
 CZ0765
 CZ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0765.The vertical order pertains to the NGVD 29 superseded value.
 CZ0765
 CZ0765.The geoid height was determined by GEOID03.
 CZ0765
 CZ0765;                    North         East    Units  Estimated Accuracy
 CZ0765;SPC AZ C     -   115,320.      253,970.      MT  (+/- 180 meters Scaled)
 CZ0765
 CZ0765                          SUPERSEDED SURVEY CONTROL
 CZ0765
 CZ0765  NGVD 29 (??/??/92)  876.200  (m)         2874.67   (f) ADJ UNCH    2 0
 CZ0765
 CZ0765.Superseded values are not recommended for survey control.
 CZ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0765.See file dsdata.txt to determine how the superseded data were derived.
 CZ0765
 CZ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA540449(NAD 83)
 CZ0765_MARKER: DB = BENCH MARK DISK
 CZ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0765_STAMPING: 2874.902 T 38 1933
 CZ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0765+STABILITY: SURFACE MOTION
 CZ0765
 CZ0765  HISTORY     - Date     Condition        Report By
 CZ0765  HISTORY     - 1933     MONUMENTED       CGS
 CZ0765  HISTORY     - 1934     GOOD             NGS
 CZ0765  HISTORY     - 1975     GOOD             USGS
 CZ0765  HISTORY     - 19970306 GOOD             USPSQD
 CZ0765  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0765
 CZ0765                          STATION DESCRIPTION
 CZ0765
 CZ0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0765'26.5 MI NE FROM SELLS.
 CZ0765'26.5 MILES NORTHEAST OF SELLS, PIMA COUNTY.  THIS BENCH MARK MAY BE
 CZ0765'REACHED FROM SELLS BY GOING 14.8 MILES NORTHEAST ALONG STATE HIGHWAY
 CZ0765'86, THENCE 11.7 MILES NORTHEAST ALONG THE OLD AJO-TUCSON HIGHWAY.  IT
 CZ0765'IS 1.5 MILES EAST OF ROADSIDE MINE, 0.2 MILE EAST OF A TURN IN THE
 CZ0765'ROAD AND THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 40 FEET NORTH OF
 CZ0765'THE CENTER LINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A
 CZ0765'STANDARD DISK, STAMPED 2874.902 T 38 1933 AND SET IN THE TOP OF A
 CZ0765'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CZ0765
 CZ0765                          STATION RECOVERY (1975)
 CZ0765
 CZ0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0765'TUCSON, 32.9 MI SW. OF ALONG STATE HWY. 86 FROM V.A. HOSPITAL, OR
 CZ0765'10.9 MI W. OF THREE POINTS. 0.2 MI W. OF MILEPOST 140. 0.15 MI E. OF
 CZ0765'T-RD. S. 95 FT NW. OF CULVERT, 62 FT SOUTH OF EAST-WEST FENCE, 37 FT
 CZ0765'N. OF HWY. SET IN TOP OF CONCRETE POST PROJECTING 0.8 FT. NGS DISK
 CZ0765'STAMPED T 38 2874.902 1933.
 CZ0765
 CZ0765                          STATION RECOVERY (1997)
 CZ0765
 CZ0765'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0765'RECOVERED IN GOOD CONDITION.
 CZ0765
 CZ0765                          STATION RECOVERY (1999)
 CZ0765
 CZ0765'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0292 ***********************************************************************
 FR0292  DESIGNATION -  T 385
 FR0292  PID         -  FR0292
 FR0292  STATE/COUNTY-  AZ/COCONINO
 FR0292  USGS QUAD   -  TRINITY MTN (1981)
 FR0292
 FR0292                         *CURRENT SURVEY CONTROL
 FR0292  ___________________________________________________________________
 FR0292* NAD 83(1986)-  35 25 33.     (N)    112 50 21.     (W)     SCALED    
 FR0292* NAVD 88     -      1738.020  (meters)    5702.15   (feet)  POSTED    
 FR0292  ___________________________________________________________________
 FR0292  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 FR0292  DYNAMIC HT  -        1735.650 (meters)    5694.38  (feet)  COMP
 FR0292  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 FR0292
 FR0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0292
 FR0292.The horizontal coordinates were scaled from a topographic map and have
 FR0292.an estimated accuracy of +/- 6 seconds.
 FR0292
 FR0292.The orthometric height was determined by differential leveling
 FR0292.and adjusted by the  in 1992.
 FR0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0292.rate of 0.0 thru 1.0 mm/km.
 FR0292
 FR0292.The geoid height was determined by GEOID03.
 FR0292
 FR0292.The dynamic height is computed by dividing the NAVD 88
 FR0292.geopotential number by the normal gravity value computed on the
 FR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0292.degrees latitude (g = 980.6199 gals.).
 FR0292
 FR0292.The modeled gravity was interpolated from observed gravity values.
 FR0292
 FR0292;                    North         East    Units  Estimated Accuracy
 FR0292;SPC AZ C     -   491,200.      129,590.      MT  (+/- 180 meters Scaled)
 FR0292
 FR0292                          SUPERSEDED SURVEY CONTROL
 FR0292
 FR0292  NGVD 29 (??/??/92) 1737.061  (m)         5699.01   (f) ADJ UNCH    2 0
 FR0292
 FR0292.Superseded values are not recommended for survey control.
 FR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0292.See file dsdata.txt to determine how the superseded data were derived.
 FR0292
 FR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE330218(NAD 83)
 FR0292_MARKER: DB = BENCH MARK DISK
 FR0292_SETTING: 66 = SET IN ROCK OUTCROP
 FR0292_SP_SET: LAVA OUTCROP
 FR0292_STAMPING: T 385 1968
 FR0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0292+STABILITY: POSITION/ELEVATION WELL
 FR0292
 FR0292  HISTORY     - Date     Condition        Report By
 FR0292  HISTORY     - 1968     MONUMENTED       CGS
 FR0292
 FR0292                          STATION DESCRIPTION
 FR0292
 FR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0292'9.4 MI N FROM SELIGMAN.
 FR0292'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0292'THE STATION AT SELIGMAN, THENCE 8.35 MILES NORTH ALONG A DIRT ROAD,
 FR0292'0.55 MILE NORTH OF THE JUNCTION OF A ROAD NORTHEAST TO A LARGE BLACK
 FR0292'WATER TANK, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 1 1/2
 FR0292'FEET ABOVE THE GROUND, 69 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FR0292'2.0 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN
 FR0292'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0317 ***********************************************************************
 FR0317  DESIGNATION -  T 386
 FR0317  PID         -  FR0317
 FR0317  STATE/COUNTY-  AZ/COCONINO
 FR0317  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0317
 FR0317                         *CURRENT SURVEY CONTROL
 FR0317  ___________________________________________________________________
 FR0317* NAD 83(1986)-  35 39 12.     (N)    112 52 18.     (W)     SCALED    
 FR0317* NAVD 88     -      1878.870  (meters)    6164.26   (feet)  POSTED    
 FR0317  ___________________________________________________________________
 FR0317  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 FR0317  DYNAMIC HT  -        1876.380 (meters)    6156.09  (feet)  COMP
 FR0317  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 FR0317
 FR0317  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0317
 FR0317.The horizontal coordinates were scaled from a topographic map and have
 FR0317.an estimated accuracy of +/- 6 seconds.
 FR0317
 FR0317.The orthometric height was determined by differential leveling
 FR0317.and adjusted by the  in 1992.
 FR0317.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0317.rate of 0.0 thru 1.0 mm/km.
 FR0317
 FR0317.The geoid height was determined by GEOID03.
 FR0317
 FR0317.The dynamic height is computed by dividing the NAVD 88
 FR0317.geopotential number by the normal gravity value computed on the
 FR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0317.degrees latitude (g = 980.6199 gals.).
 FR0317
 FR0317.The modeled gravity was interpolated from observed gravity values.
 FR0317
 FR0317;                    North         East    Units  Estimated Accuracy
 FR0317;SPC AZ C     -   516,470.      126,890.      MT  (+/- 180 meters Scaled)
 FR0317
 FR0317                          SUPERSEDED SURVEY CONTROL
 FR0317
 FR0317  NGVD 29 (??/??/92) 1877.963  (m)         6161.28   (f) ADJ UNCH    2 0
 FR0317
 FR0317.Superseded values are not recommended for survey control.
 FR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0317.See file dsdata.txt to determine how the superseded data were derived.
 FR0317
 FR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE305471(NAD 83)
 FR0317_MARKER: DB = BENCH MARK DISK
 FR0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0317_SP_SET: FOUNDATION
 FR0317_STAMPING: T 386 1968
 FR0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0317
 FR0317  HISTORY     - Date     Condition        Report By
 FR0317  HISTORY     - 1968     MONUMENTED       CGS
 FR0317
 FR0317                          STATION DESCRIPTION
 FR0317
 FR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0317'28.35 MI N FROM SELIGMAN.
 FR0317'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0317'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0317'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.4 MILES EAST
 FR0317'ALONG A DIRT ROAD ALONG A POWER LINE, 2 TOWERS EAST OF BENCH MARK S
 FR0317'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG
 FR0317'OF TOWER 872, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 FR0317'1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0051 ***********************************************************************
 FR0051  DESIGNATION -  T 387
 FR0051  PID         -  FR0051
 FR0051  STATE/COUNTY-  AZ/COCONINO
 FR0051  USGS QUAD   -  MARKHAM DAM (1980)
 FR0051
 FR0051                         *CURRENT SURVEY CONTROL
 FR0051  ___________________________________________________________________
 FR0051* NAD 83(1986)-  35 43 51.     (N)    112 27 34.     (W)     SCALED    
 FR0051* NAVD 88     -      1699.332  (meters)    5575.23   (feet)  POSTED    
 FR0051  ___________________________________________________________________
 FR0051  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FR0051  DYNAMIC HT  -        1697.140 (meters)    5568.03  (feet)  COMP
 FR0051  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 FR0051
 FR0051  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0051
 FR0051.The horizontal coordinates were scaled from a topographic map and have
 FR0051.an estimated accuracy of +/- 6 seconds.
 FR0051
 FR0051.The orthometric height was determined by differential leveling
 FR0051.and adjusted by the  in 1992.
 FR0051.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0051.rate of 0.0 thru 1.0 mm/km.
 FR0051
 FR0051.The geoid height was determined by GEOID03.
 FR0051
 FR0051.The dynamic height is computed by dividing the NAVD 88
 FR0051.geopotential number by the normal gravity value computed on the
 FR0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0051.degrees latitude (g = 980.6199 gals.).
 FR0051
 FR0051.The modeled gravity was interpolated from observed gravity values.
 FR0051
 FR0051;                    North         East    Units  Estimated Accuracy
 FR0051;SPC AZ C     -   524,790.      164,260.      MT  (+/- 180 meters Scaled)
 FR0051
 FR0051                          SUPERSEDED SURVEY CONTROL
 FR0051
 FR0051  NGVD 29 (??/??/92) 1698.493  (m)         5572.47   (f) ADJ UNCH    2 0
 FR0051
 FR0051.Superseded values are not recommended for survey control.
 FR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0051.See file dsdata.txt to determine how the superseded data were derived.
 FR0051
 FR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE680550(NAD 83)
 FR0051_MARKER: DB = BENCH MARK DISK
 FR0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0051_SP_SET: FOUNDATION
 FR0051_STAMPING: T 387 1968
 FR0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0051
 FR0051  HISTORY     - Date     Condition        Report By
 FR0051  HISTORY     - 1968     MONUMENTED       CGS
 FR0051
 FR0051                          STATION DESCRIPTION
 FR0051
 FR0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0051'12.05 MI W FROM WILLAHA.
 FR0051'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0051'THE SIDING SIGN AT WILLAHA, THENCE 11.25 MILES WEST ALONG A STEEL
 FR0051'TOWER POWER LINE, 2 TOWERS WEST OF BENCH MARK S 387, IN THE TOP OF THE
 FR0051'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 796, 48 1/2
 FR0051'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT HIGHER THAN
 FR0051'THE ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0348 ***********************************************************************
 FR0348  DESIGNATION -  T 388
 FR0348  PID         -  FR0348
 FR0348  STATE/COUNTY-  AZ/COCONINO
 FR0348  USGS QUAD   -  BLACK TANK (1980)
 FR0348
 FR0348                         *CURRENT SURVEY CONTROL
 FR0348  ___________________________________________________________________
 FR0348* NAD 83(1986)-  35 44 41.     (N)    112 41 00.     (W)     SCALED    
 FR0348* NAVD 88     -      1701.264  (meters)    5581.56   (feet)  POSTED    
 FR0348  ___________________________________________________________________
 FR0348  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FR0348  DYNAMIC HT  -        1699.060 (meters)    5574.33  (feet)  COMP
 FR0348  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 FR0348
 FR0348  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0348
 FR0348.The horizontal coordinates were scaled from a topographic map and have
 FR0348.an estimated accuracy of +/- 6 seconds.
 FR0348
 FR0348.The orthometric height was determined by differential leveling
 FR0348.and adjusted by the  in 1992.
 FR0348.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0348.was located on a no-check spur therefore a value was not computed.
 FR0348.No vertical observational check was made to the station.
 FR0348
 FR0348.The geoid height was determined by GEOID03.
 FR0348
 FR0348.The dynamic height is computed by dividing the NAVD 88
 FR0348.geopotential number by the normal gravity value computed on the
 FR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0348.degrees latitude (g = 980.6199 gals.).
 FR0348
 FR0348.The modeled gravity was interpolated from observed gravity values.
 FR0348
 FR0348;                    North         East    Units  Estimated Accuracy
 FR0348;SPC AZ C     -   526,460.      144,020.      MT  (+/- 180 meters Scaled)
 FR0348
 FR0348                          SUPERSEDED SURVEY CONTROL
 FR0348
 FR0348  NGVD 29 (??/??/92) 1700.395  (m)         5578.71   (f) ADJ UNCH    2 0
 FR0348
 FR0348.Superseded values are not recommended for survey control.
 FR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0348.See file dsdata.txt to determine how the superseded data were derived.
 FR0348
 FR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE477569(NAD 83)
 FR0348_MARKER: DB = BENCH MARK DISK
 FR0348_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0348_SP_SET: 8 FT
 FR0348_STAMPING: T 388 1968
 FR0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0348
 FR0348  HISTORY     - Date     Condition        Report By
 FR0348  HISTORY     - 1968     MONUMENTED       CGS
 FR0348
 FR0348                          STATION DESCRIPTION
 FR0348
 FR0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0348'27.25 MI W FROM WILLAHA.
 FR0348'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0348'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0348'TOWER POWER LINE, THENCE 2.8 MILES NORTH ALONG A TRACK ROAD, 33 FEET
 FR0348'EAST OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF THE EAST END OF A
 FR0348'GATE ACROSS THE ROAD, 3.5 FEET NORTH OF A FENCE, 5.3 FEET NORTHEAST OF
 FR0348'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 FR0348'5/8-INCH COPPER COATED ROD DRIVEN 8 FEET.  THE UPPER PORTION OF THE
 FR0348'ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5 FOOT ABOVE THE
 FR0348'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0371 ***********************************************************************
 FR0371  DESIGNATION -  T 389
 FR0371  PID         -  FR0371
 FR0371  STATE/COUNTY-  AZ/COCONINO
 FR0371  USGS QUAD   -  SUPAI CAMP (1981)
 FR0371
 FR0371                         *CURRENT SURVEY CONTROL
 FR0371  ___________________________________________________________________
 FR0371* NAD 83(1986)-  35 58 05.     (N)    112 47 19.     (W)     SCALED    
 FR0371* NAVD 88     -      1797.491  (meters)    5897.27   (feet)  POSTED    
 FR0371  ___________________________________________________________________
 FR0371  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0371  DYNAMIC HT  -        1795.190 (meters)    5889.72  (feet)  COMP
 FR0371  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 FR0371
 FR0371  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0371
 FR0371.The horizontal coordinates were scaled from a topographic map and have
 FR0371.an estimated accuracy of +/- 6 seconds.
 FR0371
 FR0371.The orthometric height was determined by differential leveling
 FR0371.and adjusted by the  in 1992.
 FR0371.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0371.was located on a no-check spur therefore a value was not computed.
 FR0371.No vertical observational check was made to the station.
 FR0371
 FR0371.The geoid height was determined by GEOID03.
 FR0371
 FR0371.The dynamic height is computed by dividing the NAVD 88
 FR0371.geopotential number by the normal gravity value computed on the
 FR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0371.degrees latitude (g = 980.6199 gals.).
 FR0371
 FR0371.The modeled gravity was interpolated from observed gravity values.
 FR0371
 FR0371;                    North         East    Units  Estimated Accuracy
 FR0371;SPC AZ C     -   551,320.      134,720.      MT  (+/- 180 meters Scaled)
 FR0371
 FR0371                          SUPERSEDED SURVEY CONTROL
 FR0371
 FR0371  NGVD 29 (??/??/92) 1796.603  (m)         5894.35   (f) ADJ UNCH    2 0
 FR0371
 FR0371.Superseded values are not recommended for survey control.
 FR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0371.See file dsdata.txt to determine how the superseded data were derived.
 FR0371
 FR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE387818(NAD 83)
 FR0371_MARKER: DB = BENCH MARK DISK
 FR0371_SETTING: 66 = SET IN ROCK OUTCROP
 FR0371_SP_SET: OUTCROP
 FR0371_STAMPING: T 389 1968
 FR0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0371+STABILITY: POSITION/ELEVATION WELL
 FR0371
 FR0371  HISTORY     - Date     Condition        Report By
 FR0371  HISTORY     - 1968     MONUMENTED       CGS
 FR0371
 FR0371                          STATION DESCRIPTION
 FR0371
 FR0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0371'56.4 MI NE FROM PEACH SPRINGS.
 FR0371'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0371'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0371'ROAD, THENCE 3.45 MILES SOUTH ALONG A TRACK ROAD, 0.6 MILE NORTH OF
 FR0371'THE INTERSECTION OF A TRACK ROAD, 0.4 MILE SOUTH OF THE JUNCTION OF A
 FR0371'ROAD SOUTHEAST, AT A GROUP OF OUTCROPS, IN THE TOP OF AN OUTCROP WHICH
 FR0371'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 24 FEET WEST OF THE CENTER
 FR0371'LINE OF THE ROAD, 1.4 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL
 FR0371'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0368 ***********************************************************************
 DT0368  DESIGNATION -  T 39
 DT0368  PID         -  DT0368
 DT0368  STATE/COUNTY-  AZ/GREENLEE
 DT0368  USGS QUAD   -  RATTLESNAKE SPRING (1989)
 DT0368
 DT0368                         *CURRENT SURVEY CONTROL
 DT0368  ___________________________________________________________________
 DT0368* NAD 83(1986)-  33 01 48.     (N)    109 08 25.     (W)     SCALED    
 DT0368* NAVD 88     -      1472.215  (meters)    4830.09   (feet)  ADJUSTED  
 DT0368  ___________________________________________________________________
 DT0368  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DT0368  DYNAMIC HT  -        1470.037 (meters)    4822.95  (feet)  COMP
 DT0368  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 DT0368
 DT0368  VERT ORDER  -  SECOND    CLASS 0
 DT0368
 DT0368.The horizontal coordinates were scaled from a topographic map and have
 DT0368.an estimated accuracy of +/- 6 seconds.
 DT0368
 DT0368.The orthometric height was determined by differential leveling
 DT0368.and adjusted in June 1991.
 DT0368
 DT0368.The geoid height was determined by GEOID03.
 DT0368
 DT0368.The dynamic height is computed by dividing the NAVD 88
 DT0368.geopotential number by the normal gravity value computed on the
 DT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0368.degrees latitude (g = 980.6199 gals.).
 DT0368
 DT0368.The modeled gravity was interpolated from observed gravity values.
 DT0368
 DT0368;                    North         East    Units  Estimated Accuracy
 DT0368;SPC AZ E     -   225,550.      309,240.      MT  (+/- 180 meters Scaled)
 DT0368
 DT0368                          SUPERSEDED SURVEY CONTROL
 DT0368
 DT0368  NGVD 29 (??/??/92) 1471.428  (m)         4827.51   (f) ADJ UNCH    2 0
 DT0368
 DT0368.Superseded values are not recommended for survey control.
 DT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0368.See file dsdata.txt to determine how the superseded data were derived.
 DT0368
 DT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB736561(NAD 83)
 DT0368_MARKER: DB = BENCH MARK DISK
 DT0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0368_STAMPING: T 39 1934
 DT0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0368+STABILITY: SURFACE MOTION
 DT0368
 DT0368  HISTORY     - Date     Condition        Report By
 DT0368  HISTORY     - 1934     MONUMENTED       CGS
 DT0368  HISTORY     - 1958     GOOD             USGS
 DT0368  HISTORY     - 19861218 MARK NOT FOUND   USGS
 DT0368
 DT0368                          STATION DESCRIPTION
 DT0368
 DT0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0368'17.1 MI SE FROM CLIFTON.
 DT0368'ON STATE HWY. NO. 78, 7.0 MILES NORTH EAST OF JUNCTION WITH HWY. NO.
 DT0368'75, ON OPEN NARROW RIDGE, ABOUT 400 YDS. EAST OF PLACE WHERE ROAD
 DT0368'DROPS DOWN INTO LARGE WASH, 30 FT. SOUTH OF CENTER LINE OF HWY.
 DT0368
 DT0368                          STATION RECOVERY (1958)
 DT0368
 DT0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0368'RECOVERED IN GOOD CONDITION.
 DT0368
 DT0368                          STATION RECOVERY (1986)
 DT0368
 DT0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 DT0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0551 ***********************************************************************
 FR0551  DESIGNATION -  T 391
 FR0551  PID         -  FR0551
 FR0551  STATE/COUNTY-  AZ/MOHAVE
 FR0551  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0551
 FR0551                         *CURRENT SURVEY CONTROL
 FR0551  ___________________________________________________________________
 FR0551* NAD 83(1986)-  35 11 18.     (N)    113 51 08.     (W)     SCALED    
 FR0551* NAVD 88     -      1290.247  (meters)    4233.09   (feet)  POSTED    
 FR0551  ___________________________________________________________________
 FR0551  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FR0551  DYNAMIC HT  -        1288.650 (meters)    4227.85  (feet)  COMP
 FR0551  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 FR0551
 FR0551  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0551
 FR0551.The horizontal coordinates were scaled from a topographic map and have
 FR0551.an estimated accuracy of +/- 6 seconds.
 FR0551
 FR0551.The orthometric height was determined by differential leveling
 FR0551.and adjusted by the  in 1992.
 FR0551.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0551.rate of 0.0 thru 1.0 mm/km.
 FR0551
 FR0551.The geoid height was determined by GEOID03.
 FR0551
 FR0551.The dynamic height is computed by dividing the NAVD 88
 FR0551.geopotential number by the normal gravity value computed on the
 FR0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0551.degrees latitude (g = 980.6199 gals.).
 FR0551
 FR0551.The modeled gravity was interpolated from observed gravity values.
 FR0551
 FR0551;                    North         East    Units  Estimated Accuracy
 FR0551;SPC AZ W     -   464,490.      204,050.      MT  (+/- 180 meters Scaled)
 FR0551
 FR0551                          SUPERSEDED SURVEY CONTROL
 FR0551
 FR0551  NGVD 29 (??/??/92) 1289.406  (m)         4230.33   (f) ADJ UNCH    2 0
 FR0551
 FR0551.Superseded values are not recommended for survey control.
 FR0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0551.See file dsdata.txt to determine how the superseded data were derived.
 FR0551
 FR0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD402976(NAD 83)
 FR0551_MARKER: DB = BENCH MARK DISK
 FR0551_SETTING: 66 = SET IN ROCK OUTCROP
 FR0551_SP_SET: BEDROCK OUTCROP
 FR0551_STAMPING: T 391 1962
 FR0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0551+STABILITY: POSITION/ELEVATION WELL
 FR0551
 FR0551  HISTORY     - Date     Condition        Report By
 FR0551  HISTORY     - 1962     MONUMENTED       CGS
 FR0551
 FR0551                          STATION DESCRIPTION
 FR0551
 FR0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0551'11.5 MI NE FROM KINGMAN.
 FR0551'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0551'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A SIGN GETZ RANCH
 FR0551'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0551'ROAD TO A PIPE LINE, THENCE 1.6 MILE EAST ALONG THE PIPE LINE ROAD TO
 FR0551'A NORTH-SOUTH FENCE LINE, 71 FEET SOUTH OF THE CENTER OF THE PIPE LINE
 FR0551'ROAD, 70 FEET SOUTHEAST OF TELEPHONE POLE NO. 6, 2.5 FEET WEST OF THE
 FR0551'FENCE, 2.8 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 FR0551'LEVEL OF THE PIPE LINE ROAD, AND IS SET IN THE TOP OF A 2 BY 2 FOOT
 FR0551'OUTCROPPING BEDROCK PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0435 ***********************************************************************
 FR0435  DESIGNATION -  T 392
 FR0435  PID         -  FR0435
 FR0435  STATE/COUNTY-  AZ/MOHAVE
 FR0435  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0435
 FR0435                         *CURRENT SURVEY CONTROL
 FR0435  ___________________________________________________________________
 FR0435* NAD 83(1986)-  35 12 14.     (N)    113 21 10.     (W)     SCALED    
 FR0435* NAVD 88     -      1561.303  (meters)    5122.37   (feet)  POSTED    
 FR0435  ___________________________________________________________________
 FR0435  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 FR0435  DYNAMIC HT  -        1559.240 (meters)    5115.61  (feet)  COMP
 FR0435  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 FR0435
 FR0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0435
 FR0435.The horizontal coordinates were scaled from a topographic map and have
 FR0435.an estimated accuracy of +/- 6 seconds.
 FR0435
 FR0435.The orthometric height was determined by differential leveling
 FR0435.and adjusted by the  in 1992.
 FR0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0435.rate of 0.0 thru 1.0 mm/km.
 FR0435
 FR0435.The geoid height was determined by GEOID03.
 FR0435
 FR0435.The dynamic height is computed by dividing the NAVD 88
 FR0435.geopotential number by the normal gravity value computed on the
 FR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0435.degrees latitude (g = 980.6199 gals.).
 FR0435
 FR0435.The modeled gravity was interpolated from observed gravity values.
 FR0435
 FR0435;                    North         East    Units  Estimated Accuracy
 FR0435;SPC AZ W     -   466,280.      249,530.      MT  (+/- 180 meters Scaled)
 FR0435
 FR0435                          SUPERSEDED SURVEY CONTROL
 FR0435
 FR0435  NGVD 29 (??/??/92) 1560.396  (m)         5119.40   (f) ADJ UNCH    2 0
 FR0435
 FR0435.Superseded values are not recommended for survey control.
 FR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0435.See file dsdata.txt to determine how the superseded data were derived.
 FR0435
 FR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD858981(NAD 83)
 FR0435_MARKER: DB = BENCH MARK DISK
 FR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0435_STAMPING: T 392 1962
 FR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0435+STABILITY: SURFACE MOTION
 FR0435
 FR0435  HISTORY     - Date     Condition        Report By
 FR0435  HISTORY     - 1962     MONUMENTED       CGS
 FR0435  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0435
 FR0435                          STATION DESCRIPTION
 FR0435
 FR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0435'50.1 MI NE FROM KINGMAN.
 FR0435'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S.
 FR0435'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0435'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0435'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 17.9 MILES
 FR0435'EAST ALONG THE DIRT ROAD TO MILLERS RANCH HOUSE, THENCE 2.7 MILES EAST
 FR0435'ALONG THE DIRT ROAD, WHICH IS ABOUT 0.9 MILE EAST OF A POWER LINE
 FR0435'CROSSING, AND AN EAST-WEST FENCE LINE AND GATE, AT THE TOP OF A LOW
 FR0435'GRADE, 15 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 41 FEET NORTH OF A
 FR0435'TRIANGLE BLAZED TREE, 2.7 FEET EAST OF A METAL WITNESS POST, ABOUT
 FR0435'LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 FR0435'INCH.  NOTE-- THIS MARK MAY BE REACHED FROM THE ATCHISON, TOPEKA, AND
 FR0435'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPIA COUNTY, BY GOING 3.0
 FR0435'MILES WEST ALONG THE A.T. AND S.F. RAILWAY, THENCE 29.8 MILES WEST
 FR0435'ALONG A GRAVEL AND DIRT ROAD.
 FR0435
 FR0435                          STATION RECOVERY (1975)
 FR0435
 FR0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0203 ***********************************************************************
 FR0203  DESIGNATION -  T 393
 FR0203  PID         -  FR0203
 FR0203  STATE/COUNTY-  AZ/YAVAPAI
 FR0203  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0203
 FR0203                         *CURRENT SURVEY CONTROL
 FR0203  ___________________________________________________________________
 FR0203* NAD 83(1986)-  35 18 35.     (N)    112 59 11.     (W)     SCALED    
 FR0203* NAVD 88     -      1588.841  (meters)    5212.72   (feet)  POSTED    
 FR0203  ___________________________________________________________________
 FR0203  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 FR0203  DYNAMIC HT  -        1586.760 (meters)    5205.90  (feet)  COMP
 FR0203  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 FR0203
 FR0203  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0203
 FR0203.The horizontal coordinates were scaled from a topographic map and have
 FR0203.an estimated accuracy of +/- 6 seconds.
 FR0203
 FR0203.The orthometric height was determined by differential leveling
 FR0203.and adjusted by the  in 1992.
 FR0203.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0203.rate of 0.0 thru 1.0 mm/km.
 FR0203
 FR0203.The geoid height was determined by GEOID03.
 FR0203
 FR0203.The dynamic height is computed by dividing the NAVD 88
 FR0203.geopotential number by the normal gravity value computed on the
 FR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0203.degrees latitude (g = 980.6199 gals.).
 FR0203
 FR0203.The modeled gravity was interpolated from observed gravity values.
 FR0203
 FR0203;                    North         East    Units  Estimated Accuracy
 FR0203;SPC AZ C     -   478,460.      116,080.      MT  (+/- 180 meters Scaled)
 FR0203
 FR0203                          SUPERSEDED SURVEY CONTROL
 FR0203
 FR0203  NGVD 29 (??/??/92) 1587.972  (m)         5209.87   (f) ADJ UNCH    2 0
 FR0203
 FR0203.Superseded values are not recommended for survey control.
 FR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0203.See file dsdata.txt to determine how the superseded data were derived.
 FR0203
 FR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE194092(NAD 83)
 FR0203_MARKER: DB = BENCH MARK DISK
 FR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0203_STAMPING: T 393 1962
 FR0203_MARK LOGO: CGS   
 FR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0203+STABILITY: SURFACE MOTION
 FR0203
 FR0203  HISTORY     - Date     Condition        Report By
 FR0203  HISTORY     - 1962     MONUMENTED       CGS
 FR0203  HISTORY     - 1979     GOOD             USGS
 FR0203  HISTORY     - 1982     GOOD             NGS
 FR0203
 FR0203                          STATION DESCRIPTION
 FR0203
 FR0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0203'6.85 MI W FROM SELIGMAN.
 FR0203'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0203'ITS STATION AT SELIGMAN, THENCE 3.85 MILES WEST ALONG A GRAVEL ROAD,
 FR0203'27 FEET NORTH OF THE CENTER OF THE ROAD, 3.2 FEET SOUTH OF A METAL
 FR0203'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE
 FR0203'POST PROJECTING 4 INCHES.
 FR0203
 FR0203                          STATION RECOVERY (1979)
 FR0203
 FR0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0203'2.85 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0203'ITS STATION AT SELIGMAN, THENCE 3.9 MILES WEST ALONG A GRAVEL ROAD,
 FR0203'45 FEET NORTH OF THE CENTER OF THE ROAD, 3.2 FEET SOUTH OF A METAL
 FR0203'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FR0203'CONCRETE POST PROJECTION 4 INCHES.
 FR0203
 FR0203                          STATION RECOVERY (1982)
 FR0203
 FR0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0793 ***********************************************************************
 DW0793  DESIGNATION -  T 394
 DW0793  PID         -  DW0793
 DW0793  STATE/COUNTY-  AZ/LA PAZ
 DW0793  USGS QUAD   -  LA PAZ MTN (1970)
 DW0793
 DW0793                         *CURRENT SURVEY CONTROL
 DW0793  ___________________________________________________________________
 DW0793* NAD 83(1986)-  33 38 24.     (N)    114 23 12.     (W)     SCALED    
 DW0793* NAVD 88     -       285.414  (meters)     936.40   (feet)  ADJUSTED  
 DW0793  ___________________________________________________________________
 DW0793  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DW0793  DYNAMIC HT  -         285.096 (meters)     935.35  (feet)  COMP
 DW0793  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 DW0793
 DW0793  VERT ORDER  -  FIRST     CLASS II
 DW0793
 DW0793.The horizontal coordinates were scaled from a topographic map and have
 DW0793.an estimated accuracy of +/- 6 seconds.
 DW0793
 DW0793.The orthometric height was determined by differential leveling
 DW0793.and adjusted in June 1991.
 DW0793
 DW0793.The geoid height was determined by GEOID03.
 DW0793
 DW0793.The dynamic height is computed by dividing the NAVD 88
 DW0793.geopotential number by the normal gravity value computed on the
 DW0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0793.degrees latitude (g = 980.6199 gals.).
 DW0793
 DW0793.The modeled gravity was interpolated from observed gravity values.
 DW0793
 DW0793;                    North         East    Units  Estimated Accuracy
 DW0793;SPC AZ W     -   292,920.      154,300.      MT  (+/- 180 meters Scaled)
 DW0793
 DW0793                          SUPERSEDED SURVEY CONTROL
 DW0793
 DW0793  NGVD 29 (??/??/??)  284.717  (m)          934.11   (f) ADJUSTED    1 2
 DW0793
 DW0793.Superseded values are not recommended for survey control.
 DW0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0793.See file dsdata.txt to determine how the superseded data were derived.
 DW0793
 DW0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT423253(NAD 83)
 DW0793_MARKER: DB = BENCH MARK DISK
 DW0793_SETTING: 66 = SET IN ROCK OUTCROP
 DW0793_SP_SET: ROCK CUT
 DW0793_STAMPING: T 394 1962
 DW0793_MARK LOGO: CGS   
 DW0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0793+STABILITY: POSITION/ELEVATION WELL
 DW0793
 DW0793  HISTORY     - Date     Condition        Report By
 DW0793  HISTORY     - 1962     MONUMENTED       CGS
 DW0793  HISTORY     - 1971     MARK NOT FOUND   USGS
 DW0793  HISTORY     - 1981     GOOD             NGS
 DW0793
 DW0793                          STATION DESCRIPTION
 DW0793
 DW0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0793'9.3 MI E FROM EHRENBERG.
 DW0793'ABOUT 9.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0793'EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, THENCE
 DW0793'0.1 MILE SOUTHWEST ON OLD HIGHWAY 60, SET VERTICALLY IN THE
 DW0793'WEST FACE OF A LARGE ROCK CUT, 20 FEET SOUTHEAST OF THE
 DW0793'CENTER OF THE OLD HIGHWAY, ABOUT 100 YARDS SOUTHEAST OF THE
 DW0793'CENTER OF THE NEW HIGHWAY, ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD
 DW0793'HIGHWAY.
 DW0793
 DW0793                          STATION RECOVERY (1971)
 DW0793
 DW0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0793'MARK NOT FOUND.
 DW0793
 DW0793                          STATION RECOVERY (1981)
 DW0793
 DW0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0793'14.5 KM (9.0 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END OF
 DW0793'THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERB, 0.2 KM (0.1
 DW0793'MI) SOUTHWEST OF HIGHWAY MILEPOST 9, 0.2 KM (0.1 MI) SOUTHEAST ACROSS
 DW0793'A DRY WASH AND THE EAST-BOUND LANES FROM A FOUR CHANNEL BRIDGE, SET
 DW0793'VERTICALLY IN THE WEST FACE OF A SMOOTH OUTCROP IN A ROCK CUT FOR THE
 DW0793'OLD HIGHWAY GRADE, 33.2 METERS (109 FT) SOUTHEAST OF THE CENTERLINE OF
 DW0793'THE EAST-BOUND LANES, 28.7 METERS (94.0 FT) SOUTHEAST OF THE SOUTHWEST
 DW0793'END OF A GALVANIZED STEEL GUARDRAIL, 17.4 METERS (57.0 FT) NORTH OF
 DW0793'THE SOUTH END OF THE CUT, 4.0 METERS (13.0 FT) SOUTHEAST OF A BRACED
 DW0793'ANGLE IRON POST AT THE END OF THE RIGHT-OF-WAY FENCE, 1.0 METERS (3.0
 DW0793'FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1092 ***********************************************************************
 DV1092  DESIGNATION -  T 395 3
 DV1092  PID         -  DV1092
 DV1092  STATE/COUNTY-  AZ/LA PAZ
 DV1092  USGS QUAD   -  BEAR HILLS (1990)
 DV1092
 DV1092                         *CURRENT SURVEY CONTROL
 DV1092  ___________________________________________________________________
 DV1092* NAD 83(1986)-  33 39 27.     (N)    113 58 27.     (W)     SCALED    
 DV1092* NAVD 88     -       461.52   (+/-2cm)    1514.2    (feet)  VERTCON   
 DV1092  ___________________________________________________________________
 DV1092  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DV1092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1092
 DV1092.The horizontal coordinates were scaled from a topographic map and have
 DV1092.an estimated accuracy of +/- 6 seconds.
 DV1092
 DV1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1092.The vertical order pertains to the NGVD 29 superseded value.
 DV1092
 DV1092.The geoid height was determined by GEOID03.
 DV1092
 DV1092;                    North         East    Units  Estimated Accuracy
 DV1092;SPC AZ W     -   294,700.      192,570.      MT  (+/- 180 meters Scaled)
 DV1092
 DV1092                          SUPERSEDED SURVEY CONTROL
 DV1092
 DV1092  NGVD 29 (??/??/92)  460.815  (m)         1511.86   (f) ADJ UNCH    2 0
 DV1092
 DV1092.Superseded values are not recommended for survey control.
 DV1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1092.See file dsdata.txt to determine how the superseded data were derived.
 DV1092
 DV1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC241281(NAD 83)
 DV1092_MARKER: DB = BENCH MARK DISK
 DV1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1092_STAMPING: T 395 (3) 1962
 DV1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1092+STABILITY: SURFACE MOTION
 DV1092
 DV1092  HISTORY     - Date     Condition        Report By
 DV1092  HISTORY     - 1962     MONUMENTED       CGS
 DV1092
 DV1092                          STATION DESCRIPTION
 DV1092
 DV1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1092'2.85 MI SW FROM BRENDA.
 DV1092'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1092'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 DV1092'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1092'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL
 DV1092'WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1109 ***********************************************************************
 DV1109  DESIGNATION -  T 396
 DV1109  PID         -  DV1109
 DV1109  STATE/COUNTY-  AZ/LA PAZ
 DV1109  USGS QUAD   -  VICKSBURG (1990)
 DV1109
 DV1109                         *CURRENT SURVEY CONTROL
 DV1109  ___________________________________________________________________
 DV1109* NAD 83(1986)-  33 40 22.     (N)    113 46 02.     (W)     SCALED    
 DV1109* NAVD 88     -       359.01   (+/-2cm)    1177.9    (feet)  VERTCON   
 DV1109  ___________________________________________________________________
 DV1109  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1109
 DV1109.The horizontal coordinates were scaled from a topographic map and have
 DV1109.an estimated accuracy of +/- 6 seconds.
 DV1109
 DV1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1109.The vertical order pertains to the NGVD 29 superseded value.
 DV1109
 DV1109.The geoid height was determined by GEOID03.
 DV1109
 DV1109;                    North         East    Units  Estimated Accuracy
 DV1109;SPC AZ W     -   296,370.      211,760.      MT  (+/- 180 meters Scaled)
 DV1109
 DV1109                          SUPERSEDED SURVEY CONTROL
 DV1109
 DV1109  NGVD 29 (??/??/92)  358.343  (m)         1175.66   (f) ADJ UNCH    2 0
 DV1109
 DV1109.Superseded values are not recommended for survey control.
 DV1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1109.See file dsdata.txt to determine how the superseded data were derived.
 DV1109
 DV1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC434293(NAD 83)
 DV1109_MARKER: DB = BENCH MARK DISK
 DV1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1109_STAMPING: T 396 1962
 DV1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1109+STABILITY: SURFACE MOTION
 DV1109
 DV1109  HISTORY     - Date     Condition        Report By
 DV1109  HISTORY     - 1962     MONUMENTED       CGS
 DV1109  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1109  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1109
 DV1109                          STATION DESCRIPTION
 DV1109
 DV1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1109'6.8 MI SW FROM HOPE.
 DV1109'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1109'HIGHWAY 72 AT HOPE, THENCE 3.1 MILES SOUTH ALONG A BLADED ROAD, 22
 DV1109'FEET WEST OF THE CENTER OF THE ROAD, 1.5 FEET EAST OF A FENCE, 2.8
 DV1109'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 DV1109'OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1109
 DV1109                          STATION RECOVERY (1981)
 DV1109
 DV1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1109'NOT RECOVERED. NOTE-DESCRIBED LOCATION IS A GRAVEL DRIVE TO A FIELD
 DV1109'EQUIPMENT STOREAGE YARD, MARK BELIEVED DESTROYED.
 DV1109
 DV1109                          STATION RECOVERY (1987)
 DV1109
 DV1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (PK)
 DV1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0359 ***********************************************************************
 CG0359  DESIGNATION -  T 399
 CG0359  PID         -  CG0359
 CG0359  STATE/COUNTY-  AZ/PIMA
 CG0359  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0359
 CG0359                         *CURRENT SURVEY CONTROL
 CG0359  ___________________________________________________________________
 CG0359* NAD 83(1986)-  31 58 40.     (N)    110 40 01.     (W)     SCALED    
 CG0359* NAVD 88     -      1119.53   (+/-2cm)    3673.0    (feet)  VERTCON   
 CG0359  ___________________________________________________________________
 CG0359  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CG0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0359
 CG0359.The horizontal coordinates were scaled from a topographic map and have
 CG0359.an estimated accuracy of +/- 6 seconds.
 CG0359
 CG0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0359.The vertical order pertains to the NGVD 29 superseded value.
 CG0359
 CG0359.The geoid height was determined by GEOID03.
 CG0359
 CG0359;                    North         East    Units  Estimated Accuracy
 CG0359;SPC AZ C     -   109,090.      331,470.      MT  (+/- 180 meters Scaled)
 CG0359
 CG0359                          SUPERSEDED SURVEY CONTROL
 CG0359
 CG0359  NGVD 29 (??/??/92) 1118.783  (m)         3670.54   (f) ADJ UNCH    2 0
 CG0359
 CG0359.Superseded values are not recommended for survey control.
 CG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0359.See file dsdata.txt to determine how the superseded data were derived.
 CG0359
 CG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA314380(NAD 83)
 CG0359_MARKER: DB = BENCH MARK DISK
 CG0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0359_STAMPING: T 399 1962
 CG0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0359+STABILITY: SURFACE MOTION
 CG0359
 CG0359  HISTORY     - Date     Condition        Report By
 CG0359  HISTORY     - 1962     MONUMENTED       CGS
 CG0359
 CG0359                          STATION DESCRIPTION
 CG0359
 CG0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0359'22.4 MI SE FROM TUCSON.
 CG0359'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0359'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 2.45 MILE SOUTH
 CG0359'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS,
 CG0359'15.6 FEET SOUTH-SOUTHWEST OF A POWERLINE BRACE POLE, 2.6 FEET EAST OF
 CG0359'A METAL WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH
 CG0359'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0258 ***********************************************************************
 CY0258  DESIGNATION -  T 40
 CY0258  PID         -  CY0258
 CY0258  STATE/COUNTY-  AZ/GRAHAM
 CY0258  USGS QUAD   -  TOLLGATE TANK (1985)
 CY0258
 CY0258                         *CURRENT SURVEY CONTROL
 CY0258  ___________________________________________________________________
 CY0258* NAD 83(1986)-  32 49 50.     (N)    109 26 39.     (W)     SCALED    
 CY0258* NAVD 88     -      1112.849  (meters)    3651.07   (feet)  ADJUSTED  
 CY0258  ___________________________________________________________________
 CY0258  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CY0258  DYNAMIC HT  -        1111.266 (meters)    3645.88  (feet)  COMP
 CY0258  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 CY0258
 CY0258  VERT ORDER  -  SECOND    CLASS 0
 CY0258
 CY0258.The horizontal coordinates were scaled from a topographic map and have
 CY0258.an estimated accuracy of +/- 6 seconds.
 CY0258
 CY0258.The orthometric height was determined by differential leveling
 CY0258.and adjusted in June 1991.
 CY0258
 CY0258.The geoid height was determined by GEOID03.
 CY0258
 CY0258.The dynamic height is computed by dividing the NAVD 88
 CY0258.geopotential number by the normal gravity value computed on the
 CY0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0258.degrees latitude (g = 980.6199 gals.).
 CY0258
 CY0258.The modeled gravity was interpolated from observed gravity values.
 CY0258
 CY0258;                    North         East    Units  Estimated Accuracy
 CY0258;SPC AZ E     -   203,190.      281,000.      MT  (+/- 180 meters Scaled)
 CY0258
 CY0258                          SUPERSEDED SURVEY CONTROL
 CY0258
 CY0258  NGVD 29 (??/??/92) 1112.189  (m)         3648.91   (f) ADJ UNCH    2 0
 CY0258
 CY0258.Superseded values are not recommended for survey control.
 CY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0258.See file dsdata.txt to determine how the superseded data were derived.
 CY0258
 CY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB456335(NAD 83)
 CY0258_MARKER: DB = BENCH MARK DISK
 CY0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0258_STAMPING: T 40 1934
 CY0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0258+STABILITY: SURFACE MOTION
 CY0258
 CY0258  HISTORY     - Date     Condition        Report By
 CY0258  HISTORY     - 1934     MONUMENTED       CGS
 CY0258
 CY0258                          STATION DESCRIPTION
 CY0258
 CY0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0258'11.6 MI E FROM SOLOMONVILLE.
 CY0258'11.6 MILES EAST ALONG HWY. NO.71.  ON STATE HWY. NO.71, 1.8 MILES
 CY0258'NORTH EAST OF JUNCTION WITH U.S. HWY. NO.180, ABOUT 28 FT. SOUTH OF
 CY0258'TELEPHONE POLE NO. 821, 30 FT. WEST OF CENTER LINE OF HWY., IN THE
 CY0258'LINE OF TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0188 ***********************************************************************
 GP0188  DESIGNATION -  T 401
 GP0188  PID         -  GP0188
 GP0188  STATE/COUNTY-  AZ/COCONINO
 GP0188  USGS QUAD   -  TANNER WELL (1985)
 GP0188
 GP0188                         *CURRENT SURVEY CONTROL
 GP0188  ___________________________________________________________________
 GP0188* NAD 83(1986)-  36 33 28.     (N)    111 38 02.     (W)     SCALED    
 GP0188* NAVD 88     -      1623.232  (meters)    5325.55   (feet)  ADJUSTED  
 GP0188  ___________________________________________________________________
 GP0188  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 GP0188  DYNAMIC HT  -        1621.243 (meters)    5319.03  (feet)  COMP
 GP0188  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 GP0188
 GP0188  VERT ORDER  -  FIRST     CLASS II
 GP0188
 GP0188.The horizontal coordinates were scaled from a topographic map and have
 GP0188.an estimated accuracy of +/- 6 seconds.
 GP0188
 GP0188.The orthometric height was determined by differential leveling
 GP0188.and adjusted in June 1991.
 GP0188
 GP0188.The geoid height was determined by GEOID03.
 GP0188
 GP0188.The dynamic height is computed by dividing the NAVD 88
 GP0188.geopotential number by the normal gravity value computed on the
 GP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0188.degrees latitude (g = 980.6199 gals.).
 GP0188
 GP0188.The modeled gravity was interpolated from observed gravity values.
 GP0188
 GP0188;                    North         East    Units  Estimated Accuracy
 GP0188;SPC AZ C     -   616,440.      238,670.      MT  (+/- 180 meters Scaled)
 GP0188
 GP0188                          SUPERSEDED SURVEY CONTROL
 GP0188
 GP0188  NGVD 29 (??/??/92) 1622.231  (m)         5322.27   (f) ADJ UNCH    1 2
 GP0188
 GP0188.Superseded values are not recommended for survey control.
 GP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0188.See file dsdata.txt to determine how the superseded data were derived.
 GP0188
 GP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF432460(NAD 83)
 GP0188_MARKER: DB = BENCH MARK DISK
 GP0188_SETTING: 66 = SET IN ROCK OUTCROP
 GP0188_SP_SET: ROCK LEDGE
 GP0188_STAMPING: T 401 1962
 GP0188_MARK LOGO: CGS   
 GP0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0188+STABILITY: POSITION/ELEVATION WELL
 GP0188
 GP0188  HISTORY     - Date     Condition        Report By
 GP0188  HISTORY     - 1962     MONUMENTED       CGS
 GP0188  HISTORY     - 1983     GOOD             NGS
 GP0188
 GP0188                          STATION DESCRIPTION
 GP0188
 GP0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0188'6.1 MI S FROM BITTER SPRINGS.
 GP0188'ABOUT 6.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0188'STATION AT BITTER SPRINGS, 224 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GP0188'HIGHWAY, 210 FEET SOUTHWEST OF THE SOUTHWEST HEADWALL OF A CULVERT, 11
 GP0188'FEET SOUTHEAST OF THE CENTERLINE OF A TRAIL ROAD LEADING SOUTHWEST,
 GP0188'7.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL
 GP0188'ROAD, AND SET IN THE TOP OF A ROCK LEDGE ON THE SOUTHEAST BANK OF A
 GP0188'WASH.
 GP0188
 GP0188                          STATION RECOVERY (1983)
 GP0188
 GP0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0188'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.2 KM
 GP0188'(5.75 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0188'ALTERNATE IN BITTER SPRINGS, IN TOP OF A PORTION OF LIMESTONE BEDROCK
 GP0188'ON THE NORTHWEST BANK OF A DRY WASH AND 0.5 FOOT BELOW THE SURFACE OF
 GP0188'THE GROUND, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 518, 68.3 METERS
 GP0188'(224 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 59.1 METERS (194 FT)
 GP0188'SOUTHWEST OF THE CENTER OF THE SOUTHWEST END OF A 4- BY 4-FOOT BOX
 GP0188'CULVERT, 12.5 METERS (41 FT) NORTHWEST OF THE CENTER OF THE WASH,
 GP0188'5.8 METERS (19 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, 0.75 METER
 GP0188'(2.5 FT) NORTHEAST OF THE NORTHEAST END OF A LIMESTONE LEDGE.
 GP0188'THE MARK IS 2.2 METERS  NW FROM A WITNESS POST.
 GP0188'THE MARK IS 3.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1298 ***********************************************************************
 DU1298  DESIGNATION -  T 403
 DU1298  PID         -  DU1298
 DU1298  STATE/COUNTY-  AZ/GILA
 DU1298  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU1298
 DU1298                         *CURRENT SURVEY CONTROL
 DU1298  ___________________________________________________________________
 DU1298* NAD 83(1986)-  33 40 07.     (N)    111 09 43.     (W)     SCALED    
 DU1298* NAVD 88     -       689.057  (meters)    2260.68   (feet)  ADJUSTED  
 DU1298  ___________________________________________________________________
 DU1298  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU1298  DYNAMIC HT  -         688.182 (meters)    2257.81  (feet)  COMP
 DU1298  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 DU1298
 DU1298  VERT ORDER  -  FIRST     CLASS II
 DU1298
 DU1298.The horizontal coordinates were scaled from a topographic map and have
 DU1298.an estimated accuracy of +/- 6 seconds.
 DU1298
 DU1298.The orthometric height was determined by differential leveling
 DU1298.and adjusted in June 1991.
 DU1298
 DU1298.The geoid height was determined by GEOID03.
 DU1298
 DU1298.The dynamic height is computed by dividing the NAVD 88
 DU1298.geopotential number by the normal gravity value computed on the
 DU1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1298.degrees latitude (g = 980.6199 gals.).
 DU1298
 DU1298.The modeled gravity was interpolated from observed gravity values.
 DU1298
 DU1298;                    North         East    Units  Estimated Accuracy
 DU1298;SPC AZ E     -   296,350.      121,060.      MT  (+/- 180 meters Scaled)
 DU1298
 DU1298                          SUPERSEDED SURVEY CONTROL
 DU1298
 DU1298.No superseded survey control is available for this station.
 DU1298
 DU1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC849254(NAD 83)
 DU1298_MARKER: DB = BENCH MARK DISK
 DU1298_SETTING: 66 = SET IN ROCK OUTCROP
 DU1298_SP_SET: ROCK OUTCROP
 DU1298_STAMPING: T 403 1979
 DU1298_MARK LOGO: NGS   
 DU1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1298+STABILITY: POSITION/ELEVATION WELL
 DU1298
 DU1298  HISTORY     - Date     Condition        Report By
 DU1298  HISTORY     - 1979     MONUMENTED       NGS
 DU1298  HISTORY     - 1980     GOOD             NGS
 DU1298  HISTORY     - 1983     GOOD             NGS
 DU1298  HISTORY     - 1988     GOOD             USPSQD
 DU1298
 DU1298                          STATION DESCRIPTION
 DU1298
 DU1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1298'2.1 MI WEST FROM ROOSEVELT.
 DU1298'2.1 MILES WEST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM THE
 DU1298'POST OFFICE IN ROOSEVELT, 62.6 FEET EAST AND ACROSS THE
 DU1298'HIGHWAY FROM THE CENTER OF A 6 FOOT HIGH CHAIN LINK FENCE GATE
 DU1298'WHICH IS ACCESS TO A SMALL MICROWAVE BUILDING, 9.8 FEET EAST
 DU1298'OF THE CENTER OF THE HIGHWAY.
 DU1298'THE MARK IS 1.2 FT  S FROM A WITNESS POST.
 DU1298'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 DU1298
 DU1298                          STATION RECOVERY (1980)
 DU1298
 DU1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1298'RECOVERED IN GOOD CONDITION.
 DU1298
 DU1298                          STATION RECOVERY (1983)
 DU1298
 DU1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU1298'RECOVERED IN GOOD CONDITION.
 DU1298
 DU1298                          STATION RECOVERY (1988)
 DU1298
 DU1298'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DU1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0291 ***********************************************************************
 GP0291  DESIGNATION -  T 403
 GP0291  PID         -  GP0291
 GP0291  STATE/COUNTY-  AZ/COCONINO
 GP0291  USGS QUAD   -  LEES FERRY (1985)
 GP0291
 GP0291                         *CURRENT SURVEY CONTROL
 GP0291  ___________________________________________________________________
 GP0291* NAD 83(2007)-  36 47 08.80981(N)    111 32 21.82797(W)     ADJUSTED  
 GP0291* NAVD 88     -      1643.216  (meters)    5391.12   (feet)  ADJUSTED  
 GP0291  ___________________________________________________________________
 GP0291  EPOCH DATE  -        2007.00
 GP0291  X           -  -1,878,132.046 (meters)                     COMP
 GP0291  Y           -  -4,758,318.543 (meters)                     COMP
 GP0291  Z           -   3,799,350.493 (meters)                     COMP
 GP0291  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 GP0291  ELLIP HEIGHT-        1620.027 (meters)          (02/10/07) ADJUSTED
 GP0291  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0291  DYNAMIC HT  -        1641.299 (meters)    5384.83  (feet)  COMP
 GP0291
 GP0291  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0291  Type    PID    Designation                      North   East  Ellip
 GP0291  -------------------------------------------------------------------
 GP0291  NETWORK GP0291 T 403                             0.43   0.33   0.82
 GP0291  -------------------------------------------------------------------
 GP0291  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 GP0291
 GP0291  VERT ORDER  -  FIRST     CLASS II
 GP0291
 GP0291.The horizontal coordinates were established by GPS observations
 GP0291.and adjusted by the National Geodetic Survey in February 2007.
 GP0291
 GP0291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0291.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0291.The horizontal coordinates are valid at the epoch date displayed above.
 GP0291.The epoch date for horizontal control is a decimal equivalence
 GP0291.of Year/Month/Day.
 GP0291
 GP0291.The orthometric height was determined by differential leveling
 GP0291.and adjusted in June 1991.
 GP0291
 GP0291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0291
 GP0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0291
 GP0291.The ellipsoidal height was determined by GPS observations
 GP0291.and is referenced to NAD 83.
 GP0291
 GP0291.The geoid height was determined by GEOID03.
 GP0291
 GP0291.The dynamic height is computed by dividing the NAVD 88
 GP0291.geopotential number by the normal gravity value computed on the
 GP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0291.degrees latitude (g = 980.6199 gals.).
 GP0291
 GP0291.The modeled gravity was interpolated from observed gravity values.
 GP0291
 GP0291;                    North         East     Units Scale Factor Converg.
 GP0291;SPC AZ C     -   641,765.715   247,032.108   MT  0.99991396   +0 13 33.3
 GP0291;SPC AZ C     - 2,105,530.56    810,472.80   iFT  0.99991396   +0 13 33.3
 GP0291;UTM  12      - 4,071,244.397   451,872.102   MT  0.99962854   -0 19 22.8
 GP0291
 GP0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0291!SPC AZ C     -   0.99974582  x   0.99991396  =   0.99965981
 GP0291!UTM  12      -   0.99974582  x   0.99962854  =   0.99937446
 GP0291
 GP0291                          SUPERSEDED SURVEY CONTROL
 GP0291
 GP0291  NAD 83(1992)-  36 47 08.80973(N)    111 32 21.82770(W) AD(       ) B
 GP0291  ELLIP H (08/22/05) 1620.031  (m)                       GP(       ) 3 1
 GP0291  NAVD 88 (08/22/05) 1643.22   (m)         5391.1    (f) LEVELING    3  
 GP0291  NGVD 29 (??/??/92) 1642.296  (m)         5388.10   (f) ADJ UNCH    1 2
 GP0291
 GP0291.Superseded values are not recommended for survey control.
 GP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0291.See file dsdata.txt to determine how the superseded data were derived.
 GP0291
 GP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5187271244(NAD 83)
 GP0291_MARKER: DB = BENCH MARK DISK
 GP0291_SETTING: 66 = SET IN ROCK OUTCROP
 GP0291_SP_SET: ROCK OUTCROP
 GP0291_STAMPING: T 403 1962
 GP0291_MARK LOGO: CGS   
 GP0291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GP0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0291+STABILITY: POSITION/ELEVATION WELL
 GP0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0291+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GP0291
 GP0291  HISTORY     - Date     Condition        Report By
 GP0291  HISTORY     - 1962     MONUMENTED       CGS
 GP0291  HISTORY     - 1983     GOOD             NGS
 GP0291  HISTORY     - 20050401 GOOD             NGS
 GP0291
 GP0291                          STATION DESCRIPTION
 GP0291
 GP0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0291'12.4 MI S FROM PAGE.
 GP0291'ABOUT 12.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0291'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  OR 0.2 MILE SOUTH ALONG U.S.
 GP0291'HIGHWAY 89 A FROM THE CHEVRON SERVICE STATION AT BITTER SPRINGS,
 GP0291'ARIZONA AND THENCE 13.95 MILES NORTHEAST ALONG U.S. HIGHWAY 89 LEADING
 GP0291'TO PAGE, 121 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 115 FEET
 GP0291'NORTH OF THE WEST END OF A METAL GUARD RAIL, 40 FEET WEST OF THE EAST
 GP0291'EDGE OF A ROCKY RIM OVERLOOKING A DEEP WASH, 12 FEET NORTH OF A ROCK
 GP0291'CAIRN, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GP0291'OF LARGE ROCK OUTCROP.
 GP0291
 GP0291                          STATION RECOVERY (1983)
 GP0291
 GP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0291'RECOVERED IN GOOD CONDITION.
 GP0291
 GP0291                          STATION RECOVERY (2005)
 GP0291
 GP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GP0291'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1170 ***********************************************************************
 DU1170  DESIGNATION -  T 404
 DU1170  PID         -  DU1170
 DU1170  STATE/COUNTY-  AZ/GILA
 DU1170  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1170
 DU1170                         *CURRENT SURVEY CONTROL
 DU1170  ___________________________________________________________________
 DU1170* NAD 83(1986)-  33 28 16.     (N)    110 43 18.     (W)     SCALED    
 DU1170* NAVD 88     -      1298.747  (meters)    4260.97   (feet)  ADJUSTED  
 DU1170  ___________________________________________________________________
 DU1170  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DU1170  DYNAMIC HT  -        1296.932 (meters)    4255.02  (feet)  COMP
 DU1170  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 DU1170
 DU1170  VERT ORDER  -  FIRST     CLASS II
 DU1170
 DU1170.The horizontal coordinates were scaled from a topographic map and have
 DU1170.an estimated accuracy of +/- 6 seconds.
 DU1170
 DU1170.The orthometric height was determined by differential leveling
 DU1170.and adjusted in June 1991.
 DU1170
 DU1170.The geoid height was determined by GEOID03.
 DU1170
 DU1170.The dynamic height is computed by dividing the NAVD 88
 DU1170.geopotential number by the normal gravity value computed on the
 DU1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1170.degrees latitude (g = 980.6199 gals.).
 DU1170
 DU1170.The modeled gravity was interpolated from observed gravity values.
 DU1170
 DU1170;                    North         East    Units  Estimated Accuracy
 DU1170;SPC AZ E     -   274,130.      161,780.      MT  (+/- 180 meters Scaled)
 DU1170
 DU1170                          SUPERSEDED SURVEY CONTROL
 DU1170
 DU1170.No superseded survey control is available for this station.
 DU1170
 DU1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC258035(NAD 83)
 DU1170_MARKER: DB = BENCH MARK DISK
 DU1170_SETTING: 66 = SET IN ROCK OUTCROP
 DU1170_SP_SET: ROCK OUTCROP
 DU1170_STAMPING: T 404 1979
 DU1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1170+STABILITY: POSITION/ELEVATION WELL
 DU1170
 DU1170  HISTORY     - Date     Condition        Report By
 DU1170  HISTORY     - 1979     MONUMENTED       NGS
 DU1170
 DU1170                          STATION DESCRIPTION
 DU1170
 DU1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1170'6.9 MI NE FROM GLOBE.
 DU1170'6.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1170'COURTHOUSE IN GLOBE, 0.3 MILES SOUTH OF MILE MARKER NUMBER 259, 30.5
 DU1170'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1170'THE MARK IS 3.1 FT  NNE FROM A WITNESS POST.
 DU1170'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0217 ***********************************************************************
 GP0217  DESIGNATION -  T 404
 GP0217  PID         -  GP0217
 GP0217  STATE/COUNTY-  AZ/COCONINO
 GP0217  USGS QUAD   -  BITTER SPRINGS (1985)
 GP0217
 GP0217                         *CURRENT SURVEY CONTROL
 GP0217  ___________________________________________________________________
 GP0217* NAD 83(1986)-  36 44 47.     (N)    111 38 13.     (W)     SCALED    
 GP0217* NAVD 88     -      1191.745  (meters)    3909.92   (feet)  POSTED    
 GP0217  ___________________________________________________________________
 GP0217  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0217  DYNAMIC HT  -        1190.360 (meters)    3905.37  (feet)  COMP
 GP0217  MODELED GRAV-     979,429.4   (mgal)                       NAVD 88
 GP0217
 GP0217  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0217
 GP0217.The horizontal coordinates were scaled from a topographic map and have
 GP0217.an estimated accuracy of +/- 6 seconds.
 GP0217
 GP0217.The orthometric height was determined by differential leveling
 GP0217.and adjusted by the  in 1992.
 GP0217.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0217.rate of 0.0 thru 1.0 mm/km.
 GP0217
 GP0217.The geoid height was determined by GEOID03.
 GP0217
 GP0217.The dynamic height is computed by dividing the NAVD 88
 GP0217.geopotential number by the normal gravity value computed on the
 GP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0217.degrees latitude (g = 980.6199 gals.).
 GP0217
 GP0217.The modeled gravity was interpolated from observed gravity values.
 GP0217
 GP0217;                    North         East    Units  Estimated Accuracy
 GP0217;SPC AZ C     -   637,370.      238,340.      MT  (+/- 180 meters Scaled)
 GP0217
 GP0217                          SUPERSEDED SURVEY CONTROL
 GP0217
 GP0217  NGVD 29 (??/??/92) 1190.839  (m)         3906.94   (f) ADJ UNCH    1 2
 GP0217
 GP0217.Superseded values are not recommended for survey control.
 GP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0217.See file dsdata.txt to determine how the superseded data were derived.
 GP0217
 GP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF431669(NAD 83)
 GP0217_MARKER: DB = BENCH MARK DISK
 GP0217_SETTING: 66 = SET IN ROCK OUTCROP
 GP0217_SP_SET: ROCK OUTCROP
 GP0217_STAMPING: T 404 1962
 GP0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0217+STABILITY: POSITION/ELEVATION WELL
 GP0217
 GP0217  HISTORY     - Date     Condition        Report By
 GP0217  HISTORY     - 1962     MONUMENTED       CGS
 GP0217
 GP0217                          STATION DESCRIPTION
 GP0217
 GP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0217'6.45 MI SE FROM MARBLE CANYON.
 GP0217'ABOUT 6.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0217'OFFICE AND SERVICE STATION AT MARBLE CANYON, 120 FEET WEST-NORTHWEST
 GP0217'OF THE CENTERLINE OF THE HIGHWAY, 78 FEET WEST OF THE SOUTHWEST END OF
 GP0217'A CONCRETE-BOX CULVERT, 65.0 FEET NORTH OF A METAL WITNESS POST, 6.0
 GP0217'FEET SOUTHEAST OF A ROCK CAIRN, ABOUT 8 FEET BELOW THE LEVEL OF THE
 GP0217'HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1202 ***********************************************************************
 DU1202  DESIGNATION -  T 405
 DU1202  PID         -  DU1202
 DU1202  STATE/COUNTY-  AZ/GILA
 DU1202  USGS QUAD   -  CHRYSOTILE (1966)
 DU1202
 DU1202                         *CURRENT SURVEY CONTROL
 DU1202  ___________________________________________________________________
 DU1202* NAD 83(1986)-  33 42 22.     (N)    110 32 19.     (W)     SCALED    
 DU1202* NAVD 88     -      1747.726  (meters)    5734.00   (feet)  ADJUSTED  
 DU1202  ___________________________________________________________________
 DU1202  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DU1202  DYNAMIC HT  -        1745.193 (meters)    5725.69  (feet)  COMP
 DU1202  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 DU1202
 DU1202  VERT ORDER  -  FIRST     CLASS II
 DU1202
 DU1202.The horizontal coordinates were scaled from a topographic map and have
 DU1202.an estimated accuracy of +/- 6 seconds.
 DU1202
 DU1202.The orthometric height was determined by differential leveling
 DU1202.and adjusted in June 1991.
 DU1202
 DU1202.The geoid height was determined by GEOID03.
 DU1202
 DU1202.The dynamic height is computed by dividing the NAVD 88
 DU1202.geopotential number by the normal gravity value computed on the
 DU1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1202.degrees latitude (g = 980.6199 gals.).
 DU1202
 DU1202.The modeled gravity was interpolated from observed gravity values.
 DU1202
 DU1202;                    North         East    Units  Estimated Accuracy
 DU1202;SPC AZ E     -   300,120.      178,880.      MT  (+/- 180 meters Scaled)
 DU1202
 DU1202                          SUPERSEDED SURVEY CONTROL
 DU1202
 DU1202.No superseded survey control is available for this station.
 DU1202
 DU1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC427296(NAD 83)
 DU1202_MARKER: DB = BENCH MARK DISK
 DU1202_SETTING: 66 = SET IN ROCK OUTCROP
 DU1202_SP_SET: ROCK OUTCROP
 DU1202_STAMPING: T 405 1979
 DU1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1202+STABILITY: POSITION/ELEVATION WELL
 DU1202
 DU1202  HISTORY     - Date     Condition        Report By
 DU1202  HISTORY     - 1979     MONUMENTED       NGS
 DU1202
 DU1202                          STATION DESCRIPTION
 DU1202
 DU1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1202'27.9 MI NE FROM GLOBE.
 DU1202'27.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1202'COURTHOUSE IN GLOBE, 0.1 MILE NORTHEAST OF MILE MARKER NUMBER 283,
 DU1202'31.1 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1202'THE MARK IS 1 FT  S FROM A WITNESS POST.
 DU1202'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0311 ***********************************************************************
 GP0311  DESIGNATION -  T 405
 GP0311  PID         -  GP0311
 GP0311  STATE/COUNTY-  AZ/COCONINO
 GP0311  USGS QUAD   -  FERRY SWALE (1985)
 GP0311
 GP0311                         *CURRENT SURVEY CONTROL
 GP0311  ___________________________________________________________________
 GP0311* NAD 83(1986)-  36 58 32.     (N)    111 35 12.     (W)     SCALED    
 GP0311* NAVD 88     -      1319.828  (meters)    4330.14   (feet)  ADJUSTED  
 GP0311  ___________________________________________________________________
 GP0311  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 GP0311  DYNAMIC HT  -        1318.330 (meters)    4325.22  (feet)  COMP
 GP0311  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 GP0311
 GP0311  VERT ORDER  -  FIRST     CLASS II
 GP0311
 GP0311.The horizontal coordinates were scaled from a topographic map and have
 GP0311.an estimated accuracy of +/- 6 seconds.
 GP0311
 GP0311.The orthometric height was determined by differential leveling
 GP0311.and adjusted in June 1991.
 GP0311
 GP0311.The geoid height was determined by GEOID03.
 GP0311
 GP0311.The dynamic height is computed by dividing the NAVD 88
 GP0311.geopotential number by the normal gravity value computed on the
 GP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0311.degrees latitude (g = 980.6199 gals.).
 GP0311
 GP0311.The modeled gravity was interpolated from observed gravity values.
 GP0311
 GP0311;                    North         East    Units  Estimated Accuracy
 GP0311;SPC AZ C     -   662,810.      242,740.      MT  (+/- 180 meters Scaled)
 GP0311
 GP0311                          SUPERSEDED SURVEY CONTROL
 GP0311
 GP0311  NGVD 29 (??/??/92) 1318.914  (m)         4327.14   (f) ADJ UNCH    1 2
 GP0311
 GP0311.Superseded values are not recommended for survey control.
 GP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0311.See file dsdata.txt to determine how the superseded data were derived.
 GP0311
 GP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF477923(NAD 83)
 GP0311_MARKER: DB = BENCH MARK DISK
 GP0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0311_STAMPING: T 405 1962
 GP0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0311+STABILITY: SURFACE MOTION
 GP0311
 GP0311  HISTORY     - Date     Condition        Report By
 GP0311  HISTORY     - 1962     MONUMENTED       CGS
 GP0311
 GP0311                          STATION DESCRIPTION
 GP0311
 GP0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0311'8.1 MI NW FROM PAGE.
 GP0311'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0311'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0311'WEST-NORTHWEST ALONG AN ASPHALT ROAD.  THENCE 1.6 MILES SOUTHWEST
 GP0311'ALONG A TRACK ROAD LEADING TO A BUREAU OF RECLAMATION SEISMOLOGY
 GP0311'STATION, 0.4 MILE NORTHEAST OF THE SEISMOLOGY STATION, 24 FEET
 GP0311'NORTH-NORTHEAST OF A POWER POLE, 16 FEET NORTHWEST OF THE CENTERLINE
 GP0311'OF THE TRACK ROAD, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 GP0311'LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GP0311'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0447 ***********************************************************************
 DT0447  DESIGNATION -  T 406
 DT0447  PID         -  DT0447
 DT0447  STATE/COUNTY-  AZ/NAVAJO
 DT0447  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0447
 DT0447                         *CURRENT SURVEY CONTROL
 DT0447  ___________________________________________________________________
 DT0447* NAD 83(1986)-  33 53 02.     (N)    109 57 06.     (W)     SCALED    
 DT0447* NAVD 88     -      1681.062  (meters)    5515.28   (feet)  ADJUSTED  
 DT0447  ___________________________________________________________________
 DT0447  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 DT0447  DYNAMIC HT  -        1678.589 (meters)    5507.17  (feet)  COMP
 DT0447  MODELED GRAV-     979,106.4   (mgal)                       NAVD 88
 DT0447
 DT0447  VERT ORDER  -  FIRST     CLASS II
 DT0447
 DT0447.The horizontal coordinates were scaled from a topographic map and have
 DT0447.an estimated accuracy of +/- 6 seconds.
 DT0447
 DT0447.The orthometric height was determined by differential leveling
 DT0447.and adjusted in June 1991.
 DT0447
 DT0447.The geoid height was determined by GEOID03.
 DT0447
 DT0447.The dynamic height is computed by dividing the NAVD 88
 DT0447.geopotential number by the normal gravity value computed on the
 DT0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0447.degrees latitude (g = 980.6199 gals.).
 DT0447
 DT0447.The modeled gravity was interpolated from observed gravity values.
 DT0447
 DT0447;                    North         East    Units  Estimated Accuracy
 DT0447;SPC AZ E     -   319,800.      233,250.      MT  (+/- 180 meters Scaled)
 DT0447
 DT0447                          SUPERSEDED SURVEY CONTROL
 DT0447
 DT0447.No superseded survey control is available for this station.
 DT0447
 DT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC969497(NAD 83)
 DT0447_MARKER: DB = BENCH MARK DISK
 DT0447_SETTING: 66 = SET IN ROCK OUTCROP
 DT0447_SP_SET: ROCK OUTCROP
 DT0447_STAMPING: T 406 1979
 DT0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0447+STABILITY: POSITION/ELEVATION WELL
 DT0447
 DT0447  HISTORY     - Date     Condition        Report By
 DT0447  HISTORY     - 1979     MONUMENTED       NGS
 DT0447
 DT0447                          STATION DESCRIPTION
 DT0447
 DT0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0447'3.6 MI NORTH FROM WHITERIVER.
 DT0447'3.6 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0447'HEADQUARTERS IN WHITERIVER, 0.1 MILE SOUTH OF A PAVED ROAD LEADING
 DT0447'EAST, 150 FEET SOUTH OF THE NORTH END OF A CUT, 137.7 FEET NORTHWEST
 DT0447'OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 8 1 80 AND
 DT0447'39.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0447'THE MARK IS 1 FT  W FROM A WITNESS POST.
 DT0447'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1252 ***********************************************************************
 DU1252  DESIGNATION -  T 407
 DU1252  PID         -  DU1252
 DU1252  STATE/COUNTY-  AZ/GILA
 DU1252  USGS QUAD   -  CANYON DAY (1978)
 DU1252
 DU1252                         *CURRENT SURVEY CONTROL
 DU1252  ___________________________________________________________________
 DU1252* NAD 83(1986)-  33 47 28.     (N)    110 01 59.     (W)     SCALED    
 DU1252* NAVD 88     -      1544.436  (meters)    5067.04   (feet)  ADJUSTED  
 DU1252  ___________________________________________________________________
 DU1252  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DU1252  DYNAMIC HT  -        1542.199 (meters)    5059.70  (feet)  COMP
 DU1252  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 DU1252
 DU1252  VERT ORDER  -  FIRST     CLASS II
 DU1252
 DU1252.The horizontal coordinates were scaled from a topographic map and have
 DU1252.an estimated accuracy of +/- 6 seconds.
 DU1252
 DU1252.The orthometric height was determined by differential leveling
 DU1252.and adjusted in June 1991.
 DU1252
 DU1252.The geoid height was determined by GEOID03.
 DU1252
 DU1252.The dynamic height is computed by dividing the NAVD 88
 DU1252.geopotential number by the normal gravity value computed on the
 DU1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1252.degrees latitude (g = 980.6199 gals.).
 DU1252
 DU1252.The modeled gravity was interpolated from observed gravity values.
 DU1252
 DU1252;                    North         East    Units  Estimated Accuracy
 DU1252;SPC AZ E     -   309,490.      225,730.      MT  (+/- 180 meters Scaled)
 DU1252
 DU1252                          SUPERSEDED SURVEY CONTROL
 DU1252
 DU1252.No superseded survey control is available for this station.
 DU1252
 DU1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC895394(NAD 83)
 DU1252_MARKER: DB = BENCH MARK DISK
 DU1252_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1252+WITH SETTING: INFORMATION.
 DU1252_SP_SET: SHALLOW SET METAL ROD
 DU1252_STAMPING: T 407 1979
 DU1252_PROJECTION: FLUSH
 DU1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1252_ROD/PIPE-DEPTH: 1.52 meters
 DU1252
 DU1252  HISTORY     - Date     Condition        Report By
 DU1252  HISTORY     - 1979     MONUMENTED       NGS
 DU1252
 DU1252                          STATION DESCRIPTION
 DU1252
 DU1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1252'5.5 MI SW FROM WHITERIVER.
 DU1252'5.5 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1252'HEADQUARTERS IN WHITE RIVER, 107.5 FEET SOUTHEAST OF AND ACROSS THE
 DU1252'HIGHWAY FROM THE CENTER OF A PAVED ROAD LEADING NORTH, 88.9 FEET
 DU1252'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTH OF A FENCE.
 DU1252'NOTE=REFUSAL WAS REACHED AT 5 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1252'A 4-INCH SCREW PLUG.
 DU1252'THE MARK IS 2.3 FT  W FROM A WITNESS POST.
 DU1252'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0385 ***********************************************************************
 ER0385  DESIGNATION -  T 408
 ER0385  PID         -  ER0385
 ER0385  STATE/COUNTY-  AZ/APACHE
 ER0385  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0385
 ER0385                         *CURRENT SURVEY CONTROL
 ER0385  ___________________________________________________________________
 ER0385* NAD 83(1986)-  34 04 15.     (N)    109 12 01.     (W)     SCALED    
 ER0385* NAVD 88     -      2243.440  (meters)    7360.35   (feet)  ADJUSTED  
 ER0385  ___________________________________________________________________
 ER0385  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ER0385  DYNAMIC HT  -        2239.897 (meters)    7348.73  (feet)  COMP
 ER0385  MODELED GRAV-     978,975.9   (mgal)                       NAVD 88
 ER0385
 ER0385  VERT ORDER  -  FIRST     CLASS II
 ER0385
 ER0385.The horizontal coordinates were scaled from a topographic map and have
 ER0385.an estimated accuracy of +/- 6 seconds.
 ER0385
 ER0385.The orthometric height was determined by differential leveling
 ER0385.and adjusted in June 1991.
 ER0385
 ER0385.The geoid height was determined by GEOID03.
 ER0385
 ER0385.The dynamic height is computed by dividing the NAVD 88
 ER0385.geopotential number by the normal gravity value computed on the
 ER0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0385.degrees latitude (g = 980.6199 gals.).
 ER0385
 ER0385.The modeled gravity was interpolated from observed gravity values.
 ER0385
 ER0385;                    North         East    Units  Estimated Accuracy
 ER0385;SPC AZ E     -   340,930.      302,560.      MT  (+/- 180 meters Scaled)
 ER0385
 ER0385                          SUPERSEDED SURVEY CONTROL
 ER0385
 ER0385.No superseded survey control is available for this station.
 ER0385
 ER0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC660714(NAD 83)
 ER0385_MARKER: I = METAL ROD
 ER0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0385_SP_SET: STAINLESS STEEL ROD
 ER0385_STAMPING: T 408 1980
 ER0385_PROJECTION: FLUSH
 ER0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0385_ROD/PIPE-DEPTH: 4.0  meters
 ER0385
 ER0385  HISTORY     - Date     Condition        Report By
 ER0385  HISTORY     - 1980     MONUMENTED       NGS
 ER0385
 ER0385                          STATION DESCRIPTION
 ER0385
 ER0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0385'14.7 KM NW FROM NUTRIOSO.
 ER0385'14.7 KM (9.15 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 ER0385'POST OFFICE IN NUTRIOSO, 1.2 KM (0.75 MI) NORTHWEST OF MILE
 ER0385'POST 409, 33.1 METERS (108.5 FT) NORTHWEST OF THE NORTHWEST END OF A
 ER0385'BOX CULVERT, 14.2 METERS (46.6 FT) WEST OF THE CENTERLINE OF THE
 ER0385'HIGHWAY AND 9.5 METERS (31.2 FT) NORTHWEST OF THE CENTER OF A DIRT
 ER0385'ROAD LEADING SOUTHWEST.  NOTE=REFUSAL WAS REACHED AT 4.0 METERS
 ER0385'(13.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ER0385'CAP.
 ER0385'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 ER0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0479 ***********************************************************************
 DT0479  DESIGNATION -  T 409
 DT0479  PID         -  DT0479
 DT0479  STATE/COUNTY-  AZ/APACHE
 DT0479  USGS QUAD   -  LUNA LAKE (1991)
 DT0479
 DT0479                         *CURRENT SURVEY CONTROL
 DT0479  ___________________________________________________________________
 DT0479* NAD 83(1986)-  33 48 44.     (N)    109 03 40.     (W)     SCALED    
 DT0479* NAVD 88     -      2456.334  (meters)    8058.82   (feet)  ADJUSTED  
 DT0479  ___________________________________________________________________
 DT0479  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DT0479  DYNAMIC HT  -        2452.339 (meters)    8045.72  (feet)  COMP
 DT0479  MODELED GRAV-     978,920.9   (mgal)                       NAVD 88
 DT0479
 DT0479  VERT ORDER  -  FIRST     CLASS II
 DT0479
 DT0479.The horizontal coordinates were scaled from a topographic map and have
 DT0479.an estimated accuracy of +/- 6 seconds.
 DT0479
 DT0479.The orthometric height was determined by differential leveling
 DT0479.and adjusted in June 1991.
 DT0479
 DT0479.The geoid height was determined by GEOID03.
 DT0479
 DT0479.The dynamic height is computed by dividing the NAVD 88
 DT0479.geopotential number by the normal gravity value computed on the
 DT0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0479.degrees latitude (g = 980.6199 gals.).
 DT0479
 DT0479.The modeled gravity was interpolated from observed gravity values.
 DT0479
 DT0479;                    North         East    Units  Estimated Accuracy
 DT0479;SPC AZ E     -   312,380.      315,710.      MT  (+/- 180 meters Scaled)
 DT0479
 DT0479                          SUPERSEDED SURVEY CONTROL
 DT0479
 DT0479.No superseded survey control is available for this station.
 DT0479
 DT0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC794430(NAD 83)
 DT0479_MARKER: I = METAL ROD
 DT0479_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0479+WITH SETTING: INFORMATION.
 DT0479_SP_SET: SHALLOW SET METAL ROD
 DT0479_STAMPING: T 409 1980
 DT0479_PROJECTION: FLUSH
 DT0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0479_ROD/PIPE-DEPTH: 1.5  meters
 DT0479
 DT0479  HISTORY     - Date     Condition        Report By
 DT0479  HISTORY     - 1980     MONUMENTED       NGS
 DT0479  HISTORY     - 20050729 GOOD             USPSQD
 DT0479
 DT0479                          STATION DESCRIPTION
 DT0479
 DT0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0479'10.1 KM SE FROM ALPINE.
 DT0479'10.1 KM (6.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0479'POST OFFICE IN ALPINE, 0.6 KM (0.4 MI) SOUTHEAST OF MILE
 DT0479'POST 432, 30.3 METERS (98.4 FT) SOUTH OF THE CENTERLINE OF THE
 DT0479'HIGHWAY, 6.0 METERS (19.7 FT) WEST OF THE CENTER OF A DIRT ROAD
 DT0479'LEADING SOUTH, 4.1 METERS (13.4 FT) WEST OF THE WEST END OF A GATE
 DT0479'POST, 0.5 METERS (1.6 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS
 DT0479'REACHED AT 1.5 METERS (5.0 FT).  ACCESS TO THE DATUM POINT IS
 DT0479'THROUGH A 5-INCH LOGO CAP.
 DT0479'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DT0479'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 DT0479
 DT0479                          STATION RECOVERY (2005)
 DT0479
 DT0479'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0479'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0197 ***********************************************************************
 ER0197  DESIGNATION -  T 41
 ER0197  PID         -  ER0197
 ER0197  STATE/COUNTY-  AZ/APACHE
 ER0197  USGS QUAD   -  EAGAR (1984)
 ER0197
 ER0197                         *CURRENT SURVEY CONTROL
 ER0197  ___________________________________________________________________
 ER0197* NAD 83(1986)-  34 06 28.     (N)    109 17 31.     (W)     SCALED    
 ER0197* NAVD 88     -      2169.354  (meters)    7117.29   (feet)  ADJUSTED  
 ER0197  ___________________________________________________________________
 ER0197  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ER0197  DYNAMIC HT  -        2165.959 (meters)    7106.15  (feet)  COMP
 ER0197  MODELED GRAV-     978,993.4   (mgal)                       NAVD 88
 ER0197
 ER0197  VERT ORDER  -  FIRST     CLASS II
 ER0197
 ER0197.The horizontal coordinates were scaled from a topographic map and have
 ER0197.an estimated accuracy of +/- 6 seconds.
 ER0197
 ER0197.The orthometric height was determined by differential leveling
 ER0197.and adjusted in June 1991.
 ER0197.WARNING-Repeat measurements at this control monument indicate possible
 ER0197.vertical movement.
 ER0197
 ER0197.The geoid height was determined by GEOID03.
 ER0197
 ER0197.The dynamic height is computed by dividing the NAVD 88
 ER0197.geopotential number by the normal gravity value computed on the
 ER0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0197.degrees latitude (g = 980.6199 gals.).
 ER0197
 ER0197.The modeled gravity was interpolated from observed gravity values.
 ER0197
 ER0197;                    North         East    Units  Estimated Accuracy
 ER0197;SPC AZ E     -   344,950.      294,060.      MT  (+/- 180 meters Scaled)
 ER0197
 ER0197                          SUPERSEDED SURVEY CONTROL
 ER0197
 ER0197  NGVD 29 (??/??/92) 2168.367  (m)         7114.05   (f) ADJ UNCH    1 2
 ER0197
 ER0197.Superseded values are not recommended for survey control.
 ER0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0197.See file dsdata.txt to determine how the superseded data were derived.
 ER0197
 ER0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC575754(NAD 83)
 ER0197_MARKER: DB = BENCH MARK DISK
 ER0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0197_SP_SET: BUILDING
 ER0197_STAMPING: T 41 1934
 ER0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0197
 ER0197  HISTORY     - Date     Condition        Report By
 ER0197  HISTORY     - 1934     MONUMENTED       CGS
 ER0197  HISTORY     - 1980     GOOD             NGS
 ER0197
 ER0197                          STATION DESCRIPTION
 ER0197
 ER0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0197'IN EAGAR.
 ER0197'AT EAGAR, APACHE COUNTY, AT THE GRAMMAR SCHOOL BUILDING, 105 FEET WEST
 ER0197'OF THE CENTERLINE OF STATE HIGHWAY 73, 3 FEET WEST OF THE CENTER OF
 ER0197'THE CONCRETE TOP OF THE MAIN EAST LANDING, 17 INCHES EAST OF THE WALL,
 ER0197'AND 3-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED T 41 1934.
 ER0197
 ER0197                          STATION RECOVERY (1980)
 ER0197
 ER0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0197'IN EAGAR, IN THE MAIN EAST ENTRANCE TO THE ELEMENTARY SCHOOL, 0.3
 ER0197'KM (0.2 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 180 B
 ER0197'AND 260, ABOVE THE FOUNDATION OF THE BUILDING,
 ER0197'0.9 METER (3.0 FT) WEST OF THE TOP STEP OF THE ENTRANCE, 0.9 METER
 ER0197'(3.0 FT) EAST OF THE SOUTH EDGE OF THE DOOR AND 0.2 METER (0.8 FT)
 ER0197'NORTH OF THE SOUTH WALL OF THE ENTRANCE.
 ER0197'THE MARK IS 1.1 M ABOVE THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1020 ***********************************************************************
 DV1020  DESIGNATION -  T 413
 DV1020  PID         -  DV1020
 DV1020  STATE/COUNTY-  AZ/LA PAZ
 DV1020  USGS QUAD   -  WELDON HILL (1990)
 DV1020
 DV1020                         *CURRENT SURVEY CONTROL
 DV1020  ___________________________________________________________________
 DV1020* NAD 83(1986)-  33 38 07.     (N)    113 21 14.     (W)     SCALED    
 DV1020* NAVD 88     -       455.130  (meters)    1493.21   (feet)  ADJUSTED  
 DV1020  ___________________________________________________________________
 DV1020  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV1020  DYNAMIC HT  -         454.594 (meters)    1491.45  (feet)  COMP
 DV1020  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 DV1020
 DV1020  VERT ORDER  -  FIRST     CLASS II
 DV1020
 DV1020.The horizontal coordinates were scaled from a topographic map and have
 DV1020.an estimated accuracy of +/- 6 seconds.
 DV1020
 DV1020.The orthometric height was determined by differential leveling
 DV1020.and adjusted in June 1991.
 DV1020
 DV1020.The geoid height was determined by GEOID03.
 DV1020
 DV1020.The dynamic height is computed by dividing the NAVD 88
 DV1020.geopotential number by the normal gravity value computed on the
 DV1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1020.degrees latitude (g = 980.6199 gals.).
 DV1020
 DV1020.The modeled gravity was interpolated from observed gravity values.
 DV1020
 DV1020;                    North         East    Units  Estimated Accuracy
 DV1020;SPC AZ W     -   292,280.      250,110.      MT  (+/- 180 meters Scaled)
 DV1020
 DV1020                          SUPERSEDED SURVEY CONTROL
 DV1020
 DV1020  NGVD 29 (??/??/92)  454.450  (m)         1490.97   (f) ADJ UNCH    1 2
 DV1020
 DV1020.Superseded values are not recommended for survey control.
 DV1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1020.See file dsdata.txt to determine how the superseded data were derived.
 DV1020
 DV1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC816242(NAD 83)
 DV1020_MARKER: DB = BENCH MARK DISK
 DV1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1020_STAMPING: T 413 1962
 DV1020_MARK LOGO: CGS   
 DV1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1020+STABILITY: SURFACE MOTION
 DV1020
 DV1020  HISTORY     - Date     Condition        Report By
 DV1020  HISTORY     - 1962     MONUMENTED       CGS
 DV1020  HISTORY     - 1981     GOOD             NGS
 DV1020  HISTORY     - 20060519 MARK NOT FOUND   GEOCAC
 DV1020
 DV1020                          STATION DESCRIPTION
 DV1020
 DV1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1020'18.5 MI SE FROM SALOME.
 DV1020'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1020'AT SALOME, AT THE JUNCTION OF A BLADED ROAD SOUTH, 45 FEET SOUTHWEST
 DV1020'OF THE CENTER OF THE ASPHALT PAVED ROAD, 28 FEET EAST OF THE CENTER OF
 DV1020'THE BLADED ROAD, 2.2 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 DV1020'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV1020
 DV1020                          STATION RECOVERY (1981)
 DV1020
 DV1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1020'RECOVERED IN GOOD CONDITION.
 DV1020
 DV1020                          STATION RECOVERY (2006)
 DV1020
 DV1020'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1020'DID NOT LOCATE THE WITNESS POST ALONG THE BLADED ROAD WHICH IS AVENUE
 DV1020'75 AND IS NOW ASPHALT IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1027 ***********************************************************************
 DU1027  DESIGNATION -  T 414
 DU1027  PID         -  DU1027
 DU1027  STATE/COUNTY-  AZ/PINAL
 DU1027  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1027
 DU1027                         *CURRENT SURVEY CONTROL
 DU1027  ___________________________________________________________________
 DU1027* NAD 83(1986)-  33 05 52.     (N)    111 49 33.     (W)     SCALED    
 DU1027* NAVD 88     -       384.92   (+/-2cm)    1262.9    (feet)  VERTCON   
 DU1027  ___________________________________________________________________
 DU1027  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU1027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1027
 DU1027.The horizontal coordinates were scaled from a topographic map and have
 DU1027.an estimated accuracy of +/- 6 seconds.
 DU1027
 DU1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1027.The vertical order pertains to the NGVD 29 superseded value.
 DU1027
 DU1027.The geoid height was determined by GEOID03.
 DU1027
 DU1027;                    North         East    Units  Estimated Accuracy
 DU1027;SPC AZ C     -   232,600.      221,840.      MT  (+/- 180 meters Scaled)
 DU1027
 DU1027                          SUPERSEDED SURVEY CONTROL
 DU1027
 DU1027  NGVD 29 (??/??/92)  384.445  (m)         1261.30   (f) ADJ UNCH    2 0
 DU1027
 DU1027.Superseded values are not recommended for survey control.
 DU1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1027.See file dsdata.txt to determine how the superseded data were derived.
 DU1027
 DU1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB229624(NAD 83)
 DU1027_MARKER: DB = BENCH MARK DISK
 DU1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1027_STAMPING: T 414 1962
 DU1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1027+STABILITY: SURFACE MOTION
 DU1027
 DU1027  HISTORY     - Date     Condition        Report By
 DU1027  HISTORY     - 1962     MONUMENTED       CGS
 DU1027  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 DU1027
 DU1027                          STATION DESCRIPTION
 DU1027
 DU1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1027'4.35 MI SE FROM CASA BLANCA.
 DU1027'3.85 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA
 DU1027'DAY SCHOOL, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, 33 FEET WEST OF
 DU1027'THE CENTER OF THE ROAD, 3 FEET EAST OF A FENCE, 3.8 FEET NORTHWEST OF
 DU1027'A METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD, AND SET IN TOP
 DU1027'OF A CONCRETE POST PROJECTING 6 INCHES.
 DU1027
 DU1027                          STATION RECOVERY (2007)
 DU1027
 DU1027'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1027'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1027'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1028 ***********************************************************************
 DU1028  DESIGNATION -  T 414 RESET
 DU1028  PID         -  DU1028
 DU1028  STATE/COUNTY-  AZ/PINAL
 DU1028  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1028
 DU1028                         *CURRENT SURVEY CONTROL
 DU1028  ___________________________________________________________________
 DU1028* NAD 83(1986)-  33 05 52.     (N)    111 49 33.     (W)     SCALED    
 DU1028* NAVD 88     -       385.55   (+/-2cm)    1264.9    (feet)  VERTCON   
 DU1028  ___________________________________________________________________
 DU1028  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU1028  VERT ORDER  -  THIRD (See Below)
 DU1028
 DU1028.The horizontal coordinates were scaled from a topographic map and have
 DU1028.an estimated accuracy of +/- 6 seconds.
 DU1028
 DU1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1028.The vertical order pertains to the NGVD 29 superseded value.
 DU1028
 DU1028.The geoid height was determined by GEOID03.
 DU1028
 DU1028;                    North         East    Units  Estimated Accuracy
 DU1028;SPC AZ C     -   232,600.      221,840.      MT  (+/- 180 meters Scaled)
 DU1028
 DU1028                          SUPERSEDED SURVEY CONTROL
 DU1028
 DU1028  NGVD 29 (03/28/06)  385.07   (m)         1263.4    (f) RESET       3  
 DU1028
 DU1028.Superseded values are not recommended for survey control.
 DU1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1028.See file dsdata.txt to determine how the superseded data were derived.
 DU1028
 DU1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB229624(NAD 83)
 DU1028_MARKER: DB = BENCH MARK DISK
 DU1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1028_STAMPING: T 414 RESET 1975
 DU1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1028+STABILITY: SURFACE MOTION
 DU1028
 DU1028  HISTORY     - Date     Condition        Report By
 DU1028  HISTORY     - 1975     MONUMENTED       AZHD
 DU1028  HISTORY     - 20070519 GOOD             GEOCAC
 DU1028
 DU1028                          STATION DESCRIPTION
 DU1028
 DU1028'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1975
 DU1028'4.35 MI SW FROM CASA BLANCA.
 DU1028'FROM MILEPOST 178, I-10, NORTHWEST, TOWARD PHOENIX, FOR 0.2 MILES AND
 DU1028'TO THE STATION ON THE LEFT.  1.0 FT. WEST OF THE EAST R/W FENCE LINE.
 DU1028'300 FT. SOUTH OF THE GAS LINE ROAD OVERPASS.  MARKED BY A P AND M
 DU1028'SURVEY SIGN.
 DU1028
 DU1028                          STATION RECOVERY (2007)
 DU1028
 DU1028'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0859 ***********************************************************************
 DV0859  DESIGNATION -  T 415 68
 DV0859  PID         -  DV0859
 DV0859  STATE/COUNTY-  AZ/MARICOPA
 DV0859  USGS QUAD   -  WINTERSBURG (1984)
 DV0859
 DV0859                         *CURRENT SURVEY CONTROL
 DV0859  ___________________________________________________________________
 DV0859* NAD 83(1986)-  33 28 41.     (N)    112 50 58.     (W)     SCALED    
 DV0859* NAVD 88     -       334.53   (+/-2cm)    1097.5    (feet)  VERTCON   
 DV0859  ___________________________________________________________________
 DV0859  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DV0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0859
 DV0859.The horizontal coordinates were scaled from a topographic map and have
 DV0859.an estimated accuracy of +/- 6 seconds.
 DV0859
 DV0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0859.The vertical order pertains to the NGVD 29 superseded value.
 DV0859
 DV0859.The geoid height was determined by GEOID03.
 DV0859
 DV0859;                    North         East    Units  Estimated Accuracy
 DV0859;SPC AZ C     -   275,160.      126,670.      MT  (+/- 180 meters Scaled)
 DV0859
 DV0859                          SUPERSEDED SURVEY CONTROL
 DV0859
 DV0859  NGVD 29 (??/??/92)  333.908  (m)         1095.50   (f) ADJ UNCH    2 0
 DV0859
 DV0859.Superseded values are not recommended for survey control.
 DV0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0859.See file dsdata.txt to determine how the superseded data were derived.
 DV0859
 DV0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC281058(NAD 83)
 DV0859_MARKER: DB = BENCH MARK DISK
 DV0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0859_STAMPING: T 415 68 1962
 DV0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0859+STABILITY: SURFACE MOTION
 DV0859
 DV0859  HISTORY     - Date     Condition        Report By
 DV0859  HISTORY     - 1962     MONUMENTED       CGS
 DV0859
 DV0859                          STATION DESCRIPTION
 DV0859
 DV0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0859'6.2 MI SE FROM TONOPAH.
 DV0859'5.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0859'THENCE 1.05 MILES SOUTH ALONG A TRACK ROAD, ABOUT 0.05 MILE SOUTH OF
 DV0859'THE JUNCTION OF AN EAST-WEST TRACK ROAD, AND IN THE CENTER OF THE
 DV0859'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF
 DV0859'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0859'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1488 ***********************************************************************
 CZ1488  DESIGNATION -  T 418
 CZ1488  PID         -  CZ1488
 CZ1488  STATE/COUNTY-  AZ/COCHISE
 CZ1488  USGS QUAD   -  DRAGOON (1995)
 CZ1488
 CZ1488                         *CURRENT SURVEY CONTROL
 CZ1488  ___________________________________________________________________
 CZ1488* NAD 83(1986)-  32 05 23.     (N)    110 02 20.     (W)     SCALED    
 CZ1488* NAVD 88     -      1460.026  (meters)    4790.10   (feet)  ADJUSTED  
 CZ1488  ___________________________________________________________________
 CZ1488  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CZ1488  DYNAMIC HT  -        1457.789 (meters)    4782.76  (feet)  COMP
 CZ1488  MODELED GRAV-     979,055.4   (mgal)                       NAVD 88
 CZ1488
 CZ1488  VERT ORDER  -  FIRST     CLASS II
 CZ1488
 CZ1488.The horizontal coordinates were scaled from a topographic map and have
 CZ1488.an estimated accuracy of +/- 6 seconds.
 CZ1488
 CZ1488.The orthometric height was determined by differential leveling
 CZ1488.and adjusted in June 1991.
 CZ1488
 CZ1488.The geoid height was determined by GEOID03.
 CZ1488
 CZ1488.The dynamic height is computed by dividing the NAVD 88
 CZ1488.geopotential number by the normal gravity value computed on the
 CZ1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1488.degrees latitude (g = 980.6199 gals.).
 CZ1488
 CZ1488.The modeled gravity was interpolated from observed gravity values.
 CZ1488
 CZ1488;                    North         East    Units  Estimated Accuracy
 CZ1488;SPC AZ E     -   120,820.      225,420.      MT  (+/- 180 meters Scaled)
 CZ1488
 CZ1488                          SUPERSEDED SURVEY CONTROL
 CZ1488
 CZ1488.No superseded survey control is available for this station.
 CZ1488
 CZ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA906507(NAD 83)
 CZ1488_MARKER: DB = BENCH MARK DISK
 CZ1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1488_SP_SET: STAINLESS STEEL ROD
 CZ1488_STAMPING: T 418 1979
 CZ1488_PROJECTION: FLUSH
 CZ1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1488_ROD/PIPE-DEPTH: 4.3  meters
 CZ1488
 CZ1488  HISTORY     - Date     Condition        Report By
 CZ1488  HISTORY     - 1979     MONUMENTED       NGS
 CZ1488
 CZ1488                          STATION DESCRIPTION
 CZ1488
 CZ1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1488'30.8 KM NE FROM BENSON.
 CZ1488'30.8 KILOMETERS (19.15 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1488'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 1.4 KILOMETER (0.9 MILE)
 CZ1488'NORTHEAST OF THE JOHNSON ROAD OVERPASS, 43 METERS (142 FEET)
 CZ1488'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 40.4 METERS
 CZ1488'(133 FEET) SOUTHWEST OF A BRACED 5-CENTIMETER ANGLE IRON FENCE POST,
 CZ1488'20.4 METERS (67 FEET) NORTHEAST OF THE CENTERLINE OF A TRACK ROAD
 CZ1488'AND WIRE GATE IN THE SOUTHEAST RIGHT-OF-WAY FENCE AND 0.6 METER (2.1
 CZ1488'FEET) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  THE ROD WAS
 CZ1488'DRIVEN TO REFUSAL.
 CZ1488'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CZ1488'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0863 ***********************************************************************
 CG0863  DESIGNATION -  T 419
 CG0863  PID         -  CG0863
 CG0863  STATE/COUNTY-  AZ/PIMA
 CG0863  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0863
 CG0863                         *CURRENT SURVEY CONTROL
 CG0863  ___________________________________________________________________
 CG0863* NAD 83(1986)-  31 47 23.     (N)    111 01 19.     (W)     SCALED    
 CG0863* NAVD 88     -       900.891  (meters)    2955.67   (feet)  ADJUSTED  
 CG0863  ___________________________________________________________________
 CG0863  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0863  DYNAMIC HT  -         899.565 (meters)    2951.32  (feet)  COMP
 CG0863  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 CG0863
 CG0863  VERT ORDER  -  FIRST     CLASS II
 CG0863
 CG0863.The horizontal coordinates were scaled from a topographic map and have
 CG0863.an estimated accuracy of +/- 6 seconds.
 CG0863
 CG0863.The orthometric height was determined by differential leveling
 CG0863.and adjusted in June 1991.
 CG0863
 CG0863.The geoid height was determined by GEOID03.
 CG0863
 CG0863.The dynamic height is computed by dividing the NAVD 88
 CG0863.geopotential number by the normal gravity value computed on the
 CG0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0863.degrees latitude (g = 980.6199 gals.).
 CG0863
 CG0863.The modeled gravity was interpolated from observed gravity values.
 CG0863
 CG0863;                    North         East    Units  Estimated Accuracy
 CG0863;SPC AZ C     -    87,900.      298,090.      MT  (+/- 180 meters Scaled)
 CG0863
 CG0863                          SUPERSEDED SURVEY CONTROL
 CG0863
 CG0863.No superseded survey control is available for this station.
 CG0863
 CG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA979171(NAD 83)
 CG0863_MARKER: DB = BENCH MARK DISK
 CG0863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0863_SP_SET: PIER
 CG0863_STAMPING: T 419 1980
 CG0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0863
 CG0863  HISTORY     - Date     Condition        Report By
 CG0863  HISTORY     - 1980     MONUMENTED       NGS
 CG0863  HISTORY     - 19950302 GOOD             USPSQD
 CG0863  HISTORY     - 20020414 GOOD             USPSQD
 CG0863
 CG0863                          STATION DESCRIPTION
 CG0863
 CG0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0863'7.4 KM SOUTH FROM CONTINENTAL.
 CG0863'7.4 KILOMETERS (4.6 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0863'FROM THE CONTINENTAL ROAD UNDERPASS AT CONTINENTAL, AT CANOA
 CG0863'ROAD UNDERPASS, SET VERTICALLY IN THE WEST FACE OF THE WEST PIER
 CG0863'OF THE WEST PIER IN THE NORTH ROW OF PIERS FOR THE SOUTH BOUND
 CG0863'TRAFFIC LANE, 6.4 METERS (21.0 FEET) NORTH OF THE CENTERLINE OF
 CG0863'CANOA ROAD, 1.4 METERS (4.5 FEET) ABOVE THE GROUND.
 CG0863'THE MARK IS 1.2 M BELOW THE CANOA ROAD.
 CG0863
 CG0863                          STATION RECOVERY (1995)
 CG0863
 CG0863'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0863'RECOVERED IN GOOD CONDITION.
 CG0863
 CG0863                          STATION RECOVERY (2002)
 CG0863
 CG0863'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0214 ***********************************************************************
 CF0214  DESIGNATION -  T 420
 CF0214  PID         -  CF0214
 CF0214  STATE/COUNTY-  AZ/COCHISE
 CF0214  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0214
 CF0214                         *CURRENT SURVEY CONTROL
 CF0214  ___________________________________________________________________
 CF0214* NAD 83(1986)-  31 50 16.     (N)    109 41 44.     (W)     SCALED    
 CF0214* NAVD 88     -      1300.980  (meters)    4268.30   (feet)  ADJUSTED  
 CF0214  ___________________________________________________________________
 CF0214  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CF0214  DYNAMIC HT  -        1298.969 (meters)    4261.70  (feet)  COMP
 CF0214  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 CF0214
 CF0214  VERT ORDER  -  FIRST     CLASS II
 CF0214
 CF0214.The horizontal coordinates were scaled from a topographic map and have
 CF0214.an estimated accuracy of +/- 6 seconds.
 CF0214
 CF0214.The orthometric height was determined by differential leveling
 CF0214.and adjusted in June 1991.
 CF0214
 CF0214.The geoid height was determined by GEOID03.
 CF0214
 CF0214.The dynamic height is computed by dividing the NAVD 88
 CF0214.geopotential number by the normal gravity value computed on the
 CF0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0214.degrees latitude (g = 980.6199 gals.).
 CF0214
 CF0214.The modeled gravity was interpolated from observed gravity values.
 CF0214
 CF0214;                    North         East    Units  Estimated Accuracy
 CF0214;SPC AZ E     -    92,980.      257,950.      MT  (+/- 180 meters Scaled)
 CF0214
 CF0214                          SUPERSEDED SURVEY CONTROL
 CF0214
 CF0214.No superseded survey control is available for this station.
 CF0214
 CF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA234231(NAD 83)
 CF0214_MARKER: DB = BENCH MARK DISK
 CF0214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0214_SP_SET: STAINLESS STEEL ROD
 CF0214_STAMPING: T 420 1980
 CF0214_PROJECTION: FLUSH
 CF0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0214_ROD/PIPE-DEPTH: 6.1  meters
 CF0214
 CF0214  HISTORY     - Date     Condition        Report By
 CF0214  HISTORY     - 1980     MONUMENTED       NGS
 CF0214
 CF0214                          STATION DESCRIPTION
 CF0214
 CF0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0214'20.9 KM SE FROM PEARCE.
 CF0214'20.9 KILOMETERS (13.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0214'FROM THE POST OFFICE IN PEARCE, 15.2 METERS (49.9 FEET) WEST
 CF0214'OF THE CENTERLINE OF THE HIGHWAY, 51.2 METERS (167.9 FEET)
 CF0214'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ARIZONA FEEDS BUILDING,
 CF0214'21.7 METERS (71.1 FEET) SOUTH OF POWER POLE NUMBER G12288843
 CF0214'WITH THREE TRANSFORMERS, 19.0 METERS (62.3 FEET) NORTHWEST OF
 CF0214'MILEPOST 35, 1.0 METER (3.2 FEET) EAST OF POWER POLE NUMBER 254,
 CF0214'0.3 METERS (0.9 FEET) EAST OF THE RIGHT-OF-WAY FENCE,
 CF0214'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0214'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0242 ***********************************************************************
 CF0242  DESIGNATION -  T 421
 CF0242  PID         -  CF0242
 CF0242  STATE/COUNTY-  AZ/COCHISE
 CF0242  USGS QUAD   -  DOUGLAS NE (1978)
 CF0242
 CF0242                         *CURRENT SURVEY CONTROL
 CF0242  ___________________________________________________________________
 CF0242* NAD 83(1986)-  31 26 05.     (N)    109 35 19.     (W)     SCALED    
 CF0242* NAVD 88     -      1235.655  (meters)    4053.98   (feet)  ADJUSTED  
 CF0242  ___________________________________________________________________
 CF0242  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0242  DYNAMIC HT  -        1233.735 (meters)    4047.68  (feet)  COMP
 CF0242  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 CF0242
 CF0242  VERT ORDER  -  FIRST     CLASS II
 CF0242
 CF0242.The horizontal coordinates were scaled from a topographic map and have
 CF0242.an estimated accuracy of +/- 6 seconds.
 CF0242
 CF0242.The orthometric height was determined by differential leveling
 CF0242.and adjusted in June 1991.
 CF0242
 CF0242.The geoid height was determined by GEOID03.
 CF0242
 CF0242.The dynamic height is computed by dividing the NAVD 88
 CF0242.geopotential number by the normal gravity value computed on the
 CF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0242.degrees latitude (g = 980.6199 gals.).
 CF0242
 CF0242.The modeled gravity was interpolated from observed gravity values.
 CF0242
 CF0242;                    North         East    Units  Estimated Accuracy
 CF0242;SPC AZ E     -    48,340.      268,310.      MT  (+/- 180 meters Scaled)
 CF0242
 CF0242                          SUPERSEDED SURVEY CONTROL
 CF0242
 CF0242.No superseded survey control is available for this station.
 CF0242
 CF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV341786(NAD 83)
 CF0242_MARKER: DB = BENCH MARK DISK
 CF0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0242_SP_SET: STAINLESS STEEL ROD
 CF0242_STAMPING: T 421 1980
 CF0242_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0242_ROD/PIPE-DEPTH: 3.0  meters
 CF0242
 CF0242  HISTORY     - Date     Condition        Report By
 CF0242  HISTORY     - 1980     MONUMENTED       NGS
 CF0242  HISTORY     - 19981001 GOOD             USPSQD
 CF0242
 CF0242                          STATION DESCRIPTION
 CF0242
 CF0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0242'11.5 KM NW FROM DOUGLAS.
 CF0242'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0242'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS THENCE, 9.3
 CF0242'KILOMETERS (5.8 MILES) NORTH ALONG U.S. HIGHWAY 666, 0.3
 CF0242'KILOMETER (0.2 MILE) SOUTHEAST OF A DIRT ROAD LEADING
 CF0242'WEST AND POWERLINE CROSSING, 0.25 KILOMETER (0.15 MILE)
 CF0242'SOUTHEAST OF HIGHWAY MILEPOST 6, 0.2 KILOMETER (0.1 MILE)
 CF0242'NORTHWEST OF A DIRT ROAD LEADING EAST, 14.9 METERS (48.9 FEET)
 CF0242'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.9 METERS
 CF0242'(42.5 FEET) WEST-SOUTHWEST OF A TELEPHONE POLE NUMBER 7, 0.6
 CF0242'METER (2 FEET) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CF0242'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CF0242'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 CF0242
 CF0242                          STATION RECOVERY (1998)
 CF0242
 CF0242'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1418 ***********************************************************************
 CZ1418  DESIGNATION -  T 423
 CZ1418  PID         -  CZ1418
 CZ1418  STATE/COUNTY-  AZ/PIMA
 CZ1418  USGS QUAD   -  JAYNES (1992)
 CZ1418
 CZ1418                         *CURRENT SURVEY CONTROL
 CZ1418  ___________________________________________________________________
 CZ1418* NAD 83(1986)-  32 17 39.     (N)    111 01 46.     (W)     SCALED    
 CZ1418* NAVD 88     -       683.561  (meters)    2242.65   (feet)  ADJUSTED  
 CZ1418  ___________________________________________________________________
 CZ1418  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1418  DYNAMIC HT  -         682.632 (meters)    2239.60  (feet)  COMP
 CZ1418  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 CZ1418
 CZ1418  VERT ORDER  -  FIRST     CLASS II
 CZ1418
 CZ1418.The horizontal coordinates were scaled from a topographic map and have
 CZ1418.an estimated accuracy of +/- 6 seconds.
 CZ1418
 CZ1418.The orthometric height was determined by differential leveling
 CZ1418.and adjusted in June 1991.
 CZ1418
 CZ1418.The geoid height was determined by GEOID03.
 CZ1418
 CZ1418.The dynamic height is computed by dividing the NAVD 88
 CZ1418.geopotential number by the normal gravity value computed on the
 CZ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1418.degrees latitude (g = 980.6199 gals.).
 CZ1418
 CZ1418.The modeled gravity was interpolated from observed gravity values.
 CZ1418
 CZ1418;                    North         East    Units  Estimated Accuracy
 CZ1418;SPC AZ C     -   143,830.      296,920.      MT  (+/- 180 meters Scaled)
 CZ1418
 CZ1418                          SUPERSEDED SURVEY CONTROL
 CZ1418
 CZ1418.No superseded survey control is available for this station.
 CZ1418
 CZ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA972730(NAD 83)
 CZ1418_MARKER: DB = BENCH MARK DISK
 CZ1418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1418_SP_SET: OVERPASS PIER
 CZ1418_STAMPING: T 423 1980
 CZ1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1418
 CZ1418  HISTORY     - Date     Condition        Report By
 CZ1418  HISTORY     - 1980     MONUMENTED       NGS
 CZ1418  HISTORY     - 19960522 GOOD             USPSQD
 CZ1418  HISTORY     - 19970309 GOOD             USPSQD
 CZ1418  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1418
 CZ1418                          STATION DESCRIPTION
 CZ1418
 CZ1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1418'10.0 KM NW FROM TUCSON.
 CZ1418'10.0 KILOMETERS (6.2 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1418'RAILROAD FROM THE STATION AT TUCSON, AT THE INTERSTATE HIGHWAY 10
 CZ1418'OVERPASS OVER RUTHRAUFF ROAD, SET VERTICALLY IN THE EAST FACE OF
 CZ1418'THE EASTERNMOST PIER OF 6 PIERS IN THE NORTHWEST ROW OF PIERS FOR THE
 CZ1418'NORTHBOUND TRAFFIC LANE, 82.3 METERS (270 FEET) SOUTHWEST OF THE
 CZ1418'RAILROAD AND 9.6 METERS (31.5 FEET) NORTH OF THE CENTERLINE OF
 CZ1418'RUTHRAUFF ROAD.
 CZ1418'THE MARK IS 1.4 M ABOVE THE GROUND.
 CZ1418
 CZ1418                          STATION RECOVERY (1996)
 CZ1418
 CZ1418'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1418'RECOVERED IN GOOD CONDITION.
 CZ1418
 CZ1418                          STATION RECOVERY (1997)
 CZ1418
 CZ1418'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1418'RECOVERED IN GOOD CONDITION.
 CZ1418
 CZ1418                          STATION RECOVERY (2007)
 CZ1418
 CZ1418'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1506 ***********************************************************************
 CZ1506  DESIGNATION -  T 424
 CZ1506  PID         -  CZ1506
 CZ1506  STATE/COUNTY-  AZ/PINAL
 CZ1506  USGS QUAD   -  ELOY NORTH (1992)
 CZ1506
 CZ1506                         *CURRENT SURVEY CONTROL
 CZ1506  ___________________________________________________________________
 CZ1506* NAD 83(1986)-  32 46 39.     (N)    111 33 49.     (W)     SCALED    
 CZ1506* NAVD 88     -       467.055  (meters)    1532.33   (feet)  READJUSTED
 CZ1506  ___________________________________________________________________
 CZ1506  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1506  DYNAMIC HT  -         466.470 (meters)    1530.41  (feet)  COMP
 CZ1506  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 CZ1506  OBS GRAVITY -     979,366.9   (mgal)                       GRAV_OBS
 CZ1506
 CZ1506  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1506
 CZ1506.The horizontal coordinates were scaled from a topographic map and have
 CZ1506.an estimated accuracy of +/- 6 seconds.
 CZ1506
 CZ1506.The orthometric height was determined by differential leveling
 CZ1506.and adjusted in April 1999.
 CZ1506.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1506.mark was located on a no-check spur therefore a value was not computed.
 CZ1506.The height was derived from older observations constrained to new
 CZ1506.heights in a crustal motion area.  The height is approximate in
 CZ1506.relation to other heights in its vicinity.
 CZ1506.No vertical observational check was made to the station.
 CZ1506
 CZ1506.The geoid height was determined by GEOID03.
 CZ1506
 CZ1506.The dynamic height is computed by dividing the NAVD 88
 CZ1506.geopotential number by the normal gravity value computed on the
 CZ1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1506.degrees latitude (g = 980.6199 gals.).
 CZ1506
 CZ1506.The modeled gravity was interpolated from observed gravity values.
 CZ1506.The observed gravity was obtained from relative gravimeter ties
 CZ1506.to the IGSN71 gravity network.
 CZ1506
 CZ1506;                    North         East    Units  Estimated Accuracy
 CZ1506;SPC AZ C     -   197,130.      246,430.      MT  (+/- 180 meters Scaled)
 CZ1506
 CZ1506                          SUPERSEDED SURVEY CONTROL
 CZ1506
 CZ1506  NAVD 88 (06/15/91)  467.207  (m)         1532.83   (f) UNKNOWN     1 2
 CZ1506
 CZ1506.Superseded values are not recommended for survey control.
 CZ1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1506.See file dsdata.txt to determine how the superseded data were derived.
 CZ1506
 CZ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB472267(NAD 83)
 CZ1506_MARKER: DV = VERTICAL CONTROL DISK
 CZ1506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1506_SP_SET: STAINLESS STEEL ROD
 CZ1506_STAMPING: T 424 1980
 CZ1506_MARK LOGO: NGS   
 CZ1506_PROJECTION: RECESSED 4 CENTIMETERS
 CZ1506_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1506+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1506_ROD/PIPE-DEPTH: 7.3  meters
 CZ1506
 CZ1506  HISTORY     - Date     Condition        Report By
 CZ1506  HISTORY     - 1980     MONUMENTED       NGS
 CZ1506  HISTORY     - 1984     GOOD             NGS
 CZ1506  HISTORY     - 19911205 GOOD             NGS
 CZ1506
 CZ1506                          STATION DESCRIPTION
 CZ1506
 CZ1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1506'24.1 KM SE FROM CASA GRANDE.
 CZ1506'THE MARK IS 0.25 M BELOW THE FOUNDATION FLOOR.
 CZ1506'21.7 KILOMETERS (13.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1506'RAILROAD FROM THE STATION AT CASA GRANDE, THENCE 2 KILOMETERS (1.25
 CZ1506'MILES) NORTH ALONG ELEVEN MILE CORNER ROAD, THENCE 0.4 KILOMETER
 CZ1506'(0.25 MILE) EAST ALONG HOUSER ROAD TO A 2.4- BY 3.0-METER GALVANIZED
 CZ1506'SHEET METAL BUILDING HOUSING A U.S.G.S. EXTENSOMETER RECORDER,
 CZ1506'23.2 METERS (76 FEET) SOUTH OF THE APPROXIMATE CENTERLINE OF
 CZ1506'HOUSER ROAD, 2.1 METERS (6.9 FEET) NORTH OF THE CENTER OF THE
 CZ1506'BUILDING ENTRANCE AND 0.25 METER (0.8 FOOT) NORTHWEST OF THE
 CZ1506'NORTHWEST CORNER OF THE BUILDING.
 CZ1506
 CZ1506                          STATION RECOVERY (1984)
 CZ1506
 CZ1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1506'RECOVERED IN GOOD CONDITION.
 CZ1506
 CZ1506                          STATION RECOVERY (1991)
 CZ1506
 CZ1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1506'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1506'ELOY, THENCE 1.5 KM (0.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1506'THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG 11-MILE CORNER ROAD, THENCE
 CZ1506'0.4 KM (0.25 MI) EASTERLY ALONG HOUSER ROAD, NEAR THE NORTHWEST
 CZ1506'CORNER OF A 7 BY 9-FOOT BUILDING HOUSING A U.S.G.S. EXTENSOMETER
 CZ1506'RECORDER, 23.2 M (76.1 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER,
 CZ1506'AND 0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 CZ1506'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE WITH A SCREW CAP AND
 CZ1506'IS FLUSH WITH THE GROUND SURFACE.  U.S.G.S BENCH MARKS D 7 8 AND 31
 CZ1506'BBA ARE LOCATED INSIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0007 ***********************************************************************
 DU0007  DESIGNATION -  T 43
 DU0007  PID         -  DU0007
 DU0007  STATE/COUNTY-  AZ/GILA
 DU0007  USGS QUAD   -  CONE BUTTE (1978)
 DU0007
 DU0007                         *CURRENT SURVEY CONTROL
 DU0007  ___________________________________________________________________
 DU0007* NAD 83(1986)-  33 45 51.     (N)    110 09 01.     (W)     SCALED    
 DU0007* NAVD 88     -      1439.609  (meters)    4723.12   (feet)  ADJUSTED  
 DU0007  ___________________________________________________________________
 DU0007  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DU0007  DYNAMIC HT  -        1437.554 (meters)    4716.38  (feet)  COMP
 DU0007  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 DU0007
 DU0007  VERT ORDER  -  FIRST     CLASS II
 DU0007
 DU0007.The horizontal coordinates were scaled from a topographic map and have
 DU0007.an estimated accuracy of +/- 6 seconds.
 DU0007
 DU0007.The orthometric height was determined by differential leveling
 DU0007.and adjusted in June 1991.
 DU0007
 DU0007.The geoid height was determined by GEOID03.
 DU0007
 DU0007.The dynamic height is computed by dividing the NAVD 88
 DU0007.geopotential number by the normal gravity value computed on the
 DU0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0007.degrees latitude (g = 980.6199 gals.).
 DU0007
 DU0007.The modeled gravity was interpolated from observed gravity values.
 DU0007
 DU0007;                    North         East    Units  Estimated Accuracy
 DU0007;SPC AZ E     -   306,500.      214,880.      MT  (+/- 180 meters Scaled)
 DU0007
 DU0007                          SUPERSEDED SURVEY CONTROL
 DU0007
 DU0007  NGVD 29 (??/??/92) 1438.931  (m)         4720.89   (f) ADJ UNCH    1 2
 DU0007
 DU0007.Superseded values are not recommended for survey control.
 DU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0007.See file dsdata.txt to determine how the superseded data were derived.
 DU0007
 DU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC786363(NAD 83)
 DU0007_MARKER: DB = BENCH MARK DISK
 DU0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0007_STAMPING: T 43 1934
 DU0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0007+STABILITY: SURFACE MOTION
 DU0007
 DU0007  HISTORY     - Date     Condition        Report By
 DU0007  HISTORY     - 1934     MONUMENTED       CGS
 DU0007
 DU0007                          STATION DESCRIPTION
 DU0007
 DU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0007'14.8 MI SW FROM WHITERIVER.
 DU0007'IN GILA COUNTY, 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0007'WHITERIVER, NAVAJO COUNTY, 5.6 MILES SOUTHWEST OF THE GILA-NAVAJO
 DU0007'COUNTY LINE, 100 YARDS WEST OF AMOS WASH, AT THE WEST END OF A SHALE
 DU0007'OUTCROP ON AN OPEN FLAT, AND 27 FEET WEST OF THE CENTERLINE OF THE
 DU0007'HIGHWAY.  A STANDARD DISK, STAMPED T 43 1934 AND SET IN THE TOP OF A
 DU0007'CONCRETE POST.  NOTE-- 11.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73
 DU0007'FROM WHITERIVER, NAVAJO COUNTY, TO THE JUNCTION OF THE OLD HIGHWAY 73
 DU0007'(T-ROAD SOUTH). THENCE SOUTH ON GRADED ROAD 3.4 MILES, 100 YARDS WEST
 DU0007'OF AMOS WASH, AT THE WEST END OF A SHALE OUTCROP ON AN OPEN FLAT, 23
 DU0007'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0724 ***********************************************************************
 CY0724  DESIGNATION -  T 430
 CY0724  PID         -  CY0724
 CY0724  STATE/COUNTY-  AZ/GRAHAM
 CY0724  USGS QUAD   -  SAFFORD (1985)
 CY0724
 CY0724                         *CURRENT SURVEY CONTROL
 CY0724  ___________________________________________________________________
 CY0724* NAD 83(1992)-  32 49 42.53496(N)    109 42 27.79851(W)     ADJUSTED  
 CY0724* NAVD 88     -       893.602  (meters)    2931.76   (feet)  ADJUSTED  
 CY0724  ___________________________________________________________________
 CY0724  X           -  -1,809,378.607 (meters)                     COMP
 CY0724  Y           -  -5,051,253.322 (meters)                     COMP
 CY0724  Z           -   3,438,459.942 (meters)                     COMP
 CY0724  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 CY0724  ELLIP HEIGHT-         866.689 (meters)          (01/22/07) ADJUSTED
 CY0724  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CY0724  DYNAMIC HT  -         892.349 (meters)    2927.65  (feet)  COMP
 CY0724  MODELED GRAV-     979,206.8   (mgal)                       NAVD 88
 CY0724
 CY0724  HORZ ORDER  -  B
 CY0724  VERT ORDER  -  FIRST     CLASS II
 CY0724  ELLP ORDER  -  FOURTH    CLASS I
 CY0724
 CY0724.The horizontal coordinates were established by GPS observations
 CY0724.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0724
 CY0724.The orthometric height was determined by differential leveling
 CY0724.and adjusted in June 1991.
 CY0724
 CY0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0724
 CY0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0724
 CY0724.The ellipsoidal height was determined by GPS observations
 CY0724.and is referenced to NAD 83.
 CY0724
 CY0724.The geoid height was determined by GEOID03.
 CY0724
 CY0724.The dynamic height is computed by dividing the NAVD 88
 CY0724.geopotential number by the normal gravity value computed on the
 CY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0724.degrees latitude (g = 980.6199 gals.).
 CY0724
 CY0724.The modeled gravity was interpolated from observed gravity values.
 CY0724
 CY0724;                    North         East     Units Scale Factor Converg.
 CY0724;SPC AZ E     -   202,824.884   256,328.560   MT  0.99992276   +0 14 55.7
 CY0724;SPC AZ E     -   665,435.97    840,972.97   iFT  0.99992276   +0 14 55.7
 CY0724;UTM  12      - 3,633,012.264   620,956.539   MT  0.99978040   +0 42 02.4
 CY0724
 CY0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0724!SPC AZ E     -   0.99986394  x   0.99992276  =   0.99978672
 CY0724!UTM  12      -   0.99986394  x   0.99978040  =   0.99964437
 CY0724
 CY0724                          SUPERSEDED SURVEY CONTROL
 CY0724
 CY0724  NAVD 88 (01/22/07)  893.60   (m)         2931.8    (f) LEVELING    3  
 CY0724
 CY0724.Superseded values are not recommended for survey control.
 CY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0724.See file dsdata.txt to determine how the superseded data were derived.
 CY0724
 CY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2095733012(NAD 83)
 CY0724_MARKER: I = METAL ROD
 CY0724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0724_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0724_STAMPING: T 430 1979
 CY0724_MARK LOGO: NGS   
 CY0724_PROJECTION: RECESSED 3 CENTIMETERS
 CY0724_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0724+STABILITY: POSITION/ELEVATION WELL
 CY0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0724+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY0724_ROD/PIPE-DEPTH: 8.84 meters
 CY0724
 CY0724  HISTORY     - Date     Condition        Report By
 CY0724  HISTORY     - 1979     MONUMENTED       NGS
 CY0724  HISTORY     - 20050429 GOOD             TERRSV
 CY0724  HISTORY     - 20060608 GOOD             GEOANA
 CY0724  HISTORY     - 20060608 GOOD             GEOANA
 CY0724  HISTORY     - 20060825 GOOD             GEOCAC
 CY0724
 CY0724                          STATION DESCRIPTION
 CY0724
 CY0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0724'0.4 MI SOUTH FROM SAFFORD.
 CY0724'0.4 MILE SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0724'HIGHWAY 70 IN SAFFORD, 0.05 MILE NORTH OF ELEVENTH STREET, 0.05 MILE
 CY0724'SOUTH OF THE ASSEMBLY OF GOD CHURCH, 41 FEET WEST OF THE CENTERLINE
 CY0724'OF THE HIGHWAY, 96 FEET SOUTH OF POWER POLE WITH STREET LAMP NO. 762
 CY0724'AND 22 FEET NORTH OF THE NORTH END OF A CONCRETE HIGHWAY BRIDGE.
 CY0724'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CY0724'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CY0724
 CY0724                          STATION RECOVERY (2005)
 CY0724
 CY0724'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 CY0724'THE STATION WAS RECOVERED AS DESCRIBED, BURIED APPROXIMATELY 0.10 M.
 CY0724'THERE IS AN OLD STYLE METAL WITNESS POST AND SIGN WHICH PROTRUDES 0.30
 CY0724'M APPROXIMATELY 0.55 M TO THE WEST OF THE STATION.
 CY0724
 CY0724                          STATION RECOVERY (2006)
 CY0724
 CY0724'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RAN)
 CY0724'RECOVERED AS DESCRIBED.
 CY0724
 CY0724                          STATION RECOVERY (2006)
 CY0724
 CY0724'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RAN)
 CY0724'RECOVERED AS DESCRIBED.
 CY0724
 CY0724                          STATION RECOVERY (2006)
 CY0724
 CY0724'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0724'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0724'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191. HANDHELD COORDINATES
 CY0724'32 49 42.48 (N)   109 42 27.90 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0228 ***********************************************************************
 CF0228  DESIGNATION -  T 431
 CF0228  PID         -  CF0228
 CF0228  STATE/COUNTY-  AZ/COCHISE
 CF0228  USGS QUAD   -  ELFRIDA (1986)
 CF0228
 CF0228                         *CURRENT SURVEY CONTROL
 CF0228  ___________________________________________________________________
 CF0228* NAD 83(1986)-  31 39 24.     (N)    109 40 34.     (W)     SCALED    
 CF0228* NAVD 88     -      1260.660  (meters)    4136.02   (feet)  ADJUSTED  
 CF0228  ___________________________________________________________________
 CF0228  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0228  DYNAMIC HT  -        1258.704 (meters)    4129.60  (feet)  COMP
 CF0228  MODELED GRAV-     979,045.0   (mgal)                       NAVD 88
 CF0228
 CF0228  VERT ORDER  -  FIRST     CLASS II
 CF0228
 CF0228.The horizontal coordinates were scaled from a topographic map and have
 CF0228.an estimated accuracy of +/- 6 seconds.
 CF0228
 CF0228.The orthometric height was determined by differential leveling
 CF0228.and adjusted in June 1991.
 CF0228
 CF0228.The geoid height was determined by GEOID03.
 CF0228
 CF0228.The dynamic height is computed by dividing the NAVD 88
 CF0228.geopotential number by the normal gravity value computed on the
 CF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0228.degrees latitude (g = 980.6199 gals.).
 CF0228
 CF0228.The modeled gravity was interpolated from observed gravity values.
 CF0228
 CF0228;                    North         East    Units  Estimated Accuracy
 CF0228;SPC AZ E     -    72,910.      259,880.      MT  (+/- 180 meters Scaled)
 CF0228
 CF0228                          SUPERSEDED SURVEY CONTROL
 CF0228
 CF0228.No superseded survey control is available for this station.
 CF0228
 CF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA255031(NAD 83)
 CF0228_MARKER: I = METAL ROD
 CF0228_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CF0228_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CF0228_STAMPING: T 431 1980
 CF0228_PROJECTION: FLUSH
 CF0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0228+STABILITY: POSITION/ELEVATION WELL
 CF0228_ROD/PIPE-DEPTH: 9.1  meters
 CF0228_SLEEVE-DEPTH  : 7.6 meters
 CF0228
 CF0228  HISTORY     - Date     Condition        Report By
 CF0228  HISTORY     - 1980     MONUMENTED       NGS
 CF0228
 CF0228                          STATION DESCRIPTION
 CF0228
 CF0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0228'3.2 KM SOUTH FROM ELFRIDA.
 CF0228'3.2 KILOMETERS (2.0 MILES) SOUTH ALONG U.S. HIGHWAY 666 FROM
 CF0228'THE POST OFFICE IN ELFRIDA, 1.05 KILOMETERS (0.65 MILE) SOUTH
 CF0228'OF HIGHWAY MILEPOST 23, 0.55 KILOMETER (0.35 MILE) NORTH OF
 CF0228'HIGHWAY MILEPOST 22, 29.4 METERS (96.6 FEET) WEST OF THE
 CF0228'CENTERLINE OF THE HIGHWAY, 50.8 METERS (166.6 FEET) SOUTH OF A
 CF0228'POWER POLE WITH THREE TRANSFORMERS, 20.9 METERS (68.5 FEET)
 CF0228'NORTH OF A T-JUNCTION OF A POWERLINE, 7.5 METERS (24.6 FEET)
 CF0228'NORTH OF THE NORTH END OF A METAL GATE, 0.9 METER (3 FEET)
 CF0228'EAST OF THE RIGHT-OF-WAY FENCE.
 CF0228'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0228'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0701 ***********************************************************************
 CY0701  DESIGNATION -  T 436
 CY0701  PID         -  CY0701
 CY0701  STATE/COUNTY-  AZ/GRAHAM
 CY0701  USGS QUAD   -  ARTESIA (1966)
 CY0701
 CY0701                         *CURRENT SURVEY CONTROL
 CY0701  ___________________________________________________________________
 CY0701* NAD 83(1986)-  32 39 01.     (N)    109 41 49.     (W)     SCALED    
 CY0701* NAVD 88     -      1101.407  (meters)    3613.53   (feet)  ADJUSTED  
 CY0701  ___________________________________________________________________
 CY0701  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0701  DYNAMIC HT  -        1099.818 (meters)    3608.32  (feet)  COMP
 CY0701  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 CY0701
 CY0701  VERT ORDER  -  FIRST     CLASS II
 CY0701
 CY0701.The horizontal coordinates were scaled from a topographic map and have
 CY0701.an estimated accuracy of +/- 6 seconds.
 CY0701
 CY0701.The orthometric height was determined by differential leveling
 CY0701.and adjusted in June 1991.
 CY0701
 CY0701.The geoid height was determined by GEOID03.
 CY0701
 CY0701.The dynamic height is computed by dividing the NAVD 88
 CY0701.geopotential number by the normal gravity value computed on the
 CY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0701.degrees latitude (g = 980.6199 gals.).
 CY0701
 CY0701.The modeled gravity was interpolated from observed gravity values.
 CY0701
 CY0701;                    North         East    Units  Estimated Accuracy
 CY0701;SPC AZ E     -   183,070.      257,430.      MT  (+/- 180 meters Scaled)
 CY0701
 CY0701                          SUPERSEDED SURVEY CONTROL
 CY0701
 CY0701.No superseded survey control is available for this station.
 CY0701
 CY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB222132(NAD 83)
 CY0701_MARKER: DB = BENCH MARK DISK
 CY0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0701_SP_SET: STAINLESS STEEL ROD
 CY0701_STAMPING: T 436 1979
 CY0701_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0701+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0701_ROD/PIPE-DEPTH: 3.05 meters
 CY0701
 CY0701  HISTORY     - Date     Condition        Report By
 CY0701  HISTORY     - 1979     MONUMENTED       NGS
 CY0701  HISTORY     - 20081010 GOOD             GEOCAC
 CY0701
 CY0701                          STATION DESCRIPTION
 CY0701
 CY0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0701'12.9 MI SOUTH FROM SAFFORD.
 CY0701'12.95 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0701'HIGHWAY 70 IN SAFFORD, 199 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0701'275 FEET NORTHEAST OF MILE POST 108 ON THE EAST SIDE OF THE HIGHWAY,
 CY0701'131 FEET EAST OF THE EAST END OF A 10-FOOT DIAMETER STEEL STOCK
 CY0701'CULVERT UNDER THE HIGHWAY, 6 FEET NORTH OF AN ANGLE IN THE EAST
 CY0701'HIGHWAY RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF THE FENCE.  THE ROD WAS
 CY0701'DRIVEN TO REFUSAL.
 CY0701'THE MARK IS 3 FT  S FROM A WITNESS POST.
 CY0701'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 CY0701
 CY0701                          STATION RECOVERY (2008)
 CY0701
 CY0701'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0701'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0701'38.992' W109  41.830'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1142 ***********************************************************************
 DU1142  DESIGNATION -  T 437
 DU1142  PID         -  DU1142
 DU1142  STATE/COUNTY-  AZ/GILA
 DU1142  USGS QUAD   -  SAN CARLOS (1979)
 DU1142
 DU1142                         *CURRENT SURVEY CONTROL
 DU1142  ___________________________________________________________________
 DU1142* NAD 83(1986)-  33 18 11.     (N)    110 28 41.     (W)     SCALED    
 DU1142* NAVD 88     -       855.744  (meters)    2807.55   (feet)  ADJUSTED  
 DU1142  ___________________________________________________________________
 DU1142  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DU1142  DYNAMIC HT  -         854.609 (meters)    2803.83  (feet)  COMP
 DU1142  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 DU1142
 DU1142  VERT ORDER  -  FIRST     CLASS II
 DU1142
 DU1142.The horizontal coordinates were scaled from a topographic map and have
 DU1142.an estimated accuracy of +/- 6 seconds.
 DU1142
 DU1142.The orthometric height was determined by differential leveling
 DU1142.and adjusted in June 1991.
 DU1142
 DU1142.The geoid height was determined by GEOID03.
 DU1142
 DU1142.The dynamic height is computed by dividing the NAVD 88
 DU1142.geopotential number by the normal gravity value computed on the
 DU1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1142.degrees latitude (g = 980.6199 gals.).
 DU1142
 DU1142.The modeled gravity was interpolated from observed gravity values.
 DU1142
 DU1142;                    North         East    Units  Estimated Accuracy
 DU1142;SPC AZ E     -   255,400.      184,360.      MT  (+/- 180 meters Scaled)
 DU1142
 DU1142                          SUPERSEDED SURVEY CONTROL
 DU1142
 DU1142.No superseded survey control is available for this station.
 DU1142
 DU1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB485850(NAD 83)
 DU1142_MARKER: DB = BENCH MARK DISK
 DU1142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1142_SP_SET: STAINLESS STEEL ROD
 DU1142_STAMPING: T 437 1979
 DU1142_PROJECTION: FLUSH
 DU1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1142_ROD/PIPE-DEPTH: 2.4  meters
 DU1142
 DU1142  HISTORY     - Date     Condition        Report By
 DU1142  HISTORY     - 1979     MONUMENTED       NGS
 DU1142  HISTORY     - 20081008 MARK NOT FOUND   GEOCAC
 DU1142
 DU1142                          STATION DESCRIPTION
 DU1142
 DU1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1142'29.3 KM SE FROM GLOBE.
 DU1142'29.3 KILOMETERS (18.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1142'THE NEW COUNTY COURTHOUSE IN GLOBE, 30.2 METERS (99 FEET) SOUTH-
 DU1142'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.1 METERS (112 FEET)
 DU1142'SOUTHEAST OF HIGHWAY MILE POST 270, 32.3 METERS (106 FEET) WEST-
 DU1142'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH TO AN
 DU1142'ELECTRIC SUBSTATION AND SUPPLY YARD, 8.5 METERS (27.8 FEET) EAST-
 DU1142'SOUTHEAST OF A POWER LINE POLE AND 0.3 METER (1 FOOT) NORTH-NORTHEAST
 DU1142'OF THE RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1142'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 DU1142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1142
 DU1142                          STATION RECOVERY (2008)
 DU1142
 DU1142'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1142'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1142'MARK. NO WITNESS POST WAS LOCATED, AND THERE IS NO LONGER A UTILITY
 DU1142'POLE 106 FEET FROM THE ROAD TO THE SUBSTATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1108 ***********************************************************************
 DU1108  DESIGNATION -  T 438
 DU1108  PID         -  DU1108
 DU1108  STATE/COUNTY-  AZ/GRAHAM
 DU1108  USGS QUAD   -  GERONIMO (1989)
 DU1108
 DU1108                         *CURRENT SURVEY CONTROL
 DU1108  ___________________________________________________________________
 DU1108* NAD 83(1986)-  33 05 48.     (N)    110 04 26.     (W)     SCALED    
 DU1108* NAVD 88     -       805.428  (meters)    2642.47   (feet)  ADJUSTED  
 DU1108  ___________________________________________________________________
 DU1108  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1108  DYNAMIC HT  -         804.328 (meters)    2638.87  (feet)  COMP
 DU1108  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 DU1108
 DU1108  VERT ORDER  -  FIRST     CLASS II
 DU1108
 DU1108.The horizontal coordinates were scaled from a topographic map and have
 DU1108.an estimated accuracy of +/- 6 seconds.
 DU1108
 DU1108.The orthometric height was determined by differential leveling
 DU1108.and adjusted in June 1991.
 DU1108
 DU1108.The geoid height was determined by GEOID03.
 DU1108
 DU1108.The dynamic height is computed by dividing the NAVD 88
 DU1108.geopotential number by the normal gravity value computed on the
 DU1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1108.degrees latitude (g = 980.6199 gals.).
 DU1108
 DU1108.The modeled gravity was interpolated from observed gravity values.
 DU1108
 DU1108;                    North         East    Units  Estimated Accuracy
 DU1108;SPC AZ E     -   232,480.      222,020.      MT  (+/- 180 meters Scaled)
 DU1108
 DU1108                          SUPERSEDED SURVEY CONTROL
 DU1108
 DU1108.No superseded survey control is available for this station.
 DU1108
 DU1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB864623(NAD 83)
 DU1108_MARKER: DB = BENCH MARK DISK
 DU1108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1108_SP_SET: STAINLESS STEEL ROD
 DU1108_STAMPING: T 438 1979
 DU1108_PROJECTION: PROJECTING 5 CENTIMETERS
 DU1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1108+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU1108
 DU1108  HISTORY     - Date     Condition        Report By
 DU1108  HISTORY     - 1979     MONUMENTED       NGS
 DU1108  HISTORY     - 20081009 GOOD             GEOCAC
 DU1108
 DU1108                          STATION DESCRIPTION
 DU1108
 DU1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1108'4.2 KM SE FROM BYLAS.
 DU1108'4.2 KILOMETERS (2.6 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE
 DU1108'POST OFFICE IN BYLAS, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF HIGHWAY
 DU1108'MILE POST 299, 30.3 METERS (99 FEET) NORTHEAST OF THE CENTERLINE OF
 DU1108'THE HIGHWAY, 30.5 METERS (100 FEET) EAST OF THE NORTH END OF A 2-METER
 DU1108'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY AND 0.3 METER (1 FOOT)
 DU1108'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 DU1108'THE MARK IS 1 METERS  NW FROM A WITNESS POST.
 DU1108'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1108
 DU1108                          STATION RECOVERY (2008)
 DU1108
 DU1108'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1108'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1108'05.780' W110  04.454'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0029 ***********************************************************************
 DU0029  DESIGNATION -  T 44
 DU0029  PID         -  DU0029
 DU0029  STATE/COUNTY-  AZ/GILA
 DU0029  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0029
 DU0029                         *CURRENT SURVEY CONTROL
 DU0029  ___________________________________________________________________
 DU0029* NAD 83(1986)-  33 30 41.     (N)    110 24 03.     (W)     SCALED    
 DU0029* NAVD 88     -      1229.268  (meters)    4033.02   (feet)  ADJUSTED  
 DU0029  ___________________________________________________________________
 DU0029  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DU0029  DYNAMIC HT  -        1227.575 (meters)    4027.47  (feet)  COMP
 DU0029  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 DU0029
 DU0029  VERT ORDER  -  FIRST     CLASS II
 DU0029
 DU0029.The horizontal coordinates were scaled from a topographic map and have
 DU0029.an estimated accuracy of +/- 6 seconds.
 DU0029
 DU0029.The orthometric height was determined by differential leveling
 DU0029.and adjusted in June 1991.
 DU0029
 DU0029.The geoid height was determined by GEOID03.
 DU0029
 DU0029.The dynamic height is computed by dividing the NAVD 88
 DU0029.geopotential number by the normal gravity value computed on the
 DU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0029.degrees latitude (g = 980.6199 gals.).
 DU0029
 DU0029.The modeled gravity was interpolated from observed gravity values.
 DU0029
 DU0029;                    North         East    Units  Estimated Accuracy
 DU0029;SPC AZ E     -   278,490.      191,610.      MT  (+/- 180 meters Scaled)
 DU0029
 DU0029                          SUPERSEDED SURVEY CONTROL
 DU0029
 DU0029  NGVD 29 (??/??/92) 1228.626  (m)         4030.92   (f) ADJ UNCH    1 2
 DU0029
 DU0029.Superseded values are not recommended for survey control.
 DU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0029.See file dsdata.txt to determine how the superseded data were derived.
 DU0029
 DU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC556081(NAD 83)
 DU0029_MARKER: DB = BENCH MARK DISK
 DU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0029_STAMPING: T 44 1934
 DU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0029+STABILITY: SURFACE MOTION
 DU0029
 DU0029  HISTORY     - Date     Condition        Report By
 DU0029  HISTORY     - 1934     MONUMENTED       CGS
 DU0029
 DU0029                          STATION DESCRIPTION
 DU0029
 DU0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0029'14.3 MI N FROM SAN CARLOS.
 DU0029'14.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0029'AT CASADOR SPRING, 86 FEET NORTH OF A WASH, 75 FEET WEST OF THE
 DU0029'CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF A PIPE FROM THE
 DU0029'SPRING.  A STANDARD DISK, STAMPED T 44 1934 AND SET IN THE TOP OF A
 DU0029'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0109 ***********************************************************************
 ES0109  DESIGNATION -  T 45
 ES0109  PID         -  ES0109
 ES0109  STATE/COUNTY-  AZ/NAVAJO
 ES0109  USGS QUAD   -  TAYLOR (1970)
 ES0109
 ES0109                         *CURRENT SURVEY CONTROL
 ES0109  ___________________________________________________________________
 ES0109* NAD 83(1986)-  34 29 14.     (N)    110 04 13.     (W)     SCALED    
 ES0109* NAVD 88     -      1709.884  (meters)    5609.84   (feet)  ADJUSTED  
 ES0109  ___________________________________________________________________
 ES0109  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES0109  DYNAMIC HT  -        1707.443 (meters)    5601.84  (feet)  COMP
 ES0109  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 ES0109
 ES0109  VERT ORDER  -  FIRST     CLASS II
 ES0109
 ES0109.The horizontal coordinates were scaled from a topographic map and have
 ES0109.an estimated accuracy of +/- 6 seconds.
 ES0109
 ES0109.The orthometric height was determined by differential leveling
 ES0109.and adjusted in June 1991.
 ES0109
 ES0109.The geoid height was determined by GEOID03.
 ES0109
 ES0109.The dynamic height is computed by dividing the NAVD 88
 ES0109.geopotential number by the normal gravity value computed on the
 ES0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0109.degrees latitude (g = 980.6199 gals.).
 ES0109
 ES0109.The modeled gravity was interpolated from observed gravity values.
 ES0109
 ES0109;                    North         East    Units  Estimated Accuracy
 ES0109;SPC AZ E     -   386,700.      222,210.      MT  (+/- 180 meters Scaled)
 ES0109
 ES0109                          SUPERSEDED SURVEY CONTROL
 ES0109
 ES0109  NGVD 29 (??/??/92) 1709.074  (m)         5607.19   (f) ADJ UNCH    1 2
 ES0109
 ES0109.Superseded values are not recommended for survey control.
 ES0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0109.See file dsdata.txt to determine how the superseded data were derived.
 ES0109
 ES0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD853165(NAD 83)
 ES0109_MARKER: DB = BENCH MARK DISK
 ES0109_SETTING: 66 = SET IN ROCK OUTCROP
 ES0109_SP_SET: SANDSTONE OUTCROP
 ES0109_STAMPING: T-45 1934
 ES0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0109+STABILITY: POSITION/ELEVATION WELL
 ES0109
 ES0109  HISTORY     - Date     Condition        Report By
 ES0109  HISTORY     - 1934     MONUMENTED       CGS
 ES0109  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0109
 ES0109                          STATION DESCRIPTION
 ES0109
 ES0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0109'1.2 MI S FROM SNOW FLAKE.
 ES0109'1.2 MILES SOUTH OF, ALONG APACHE RAILROAD 94 FEET EAST OF CENTER LINE
 ES0109'OF TRACK.  ACROSS TRACK FROM MILEPOST NO. 36.  SET IN TOP OF
 ES0109'PROJECTING KNOB OF SAND STONE.  ABOUT 2 FEET ABOVE GROUND SURFACE.
 ES0109
 ES0109                          STATION RECOVERY (1983)
 ES0109
 ES0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1151 ***********************************************************************
 DB1151  DESIGNATION -  T 469
 DB1151  PID         -  DB1151
 DB1151  STATE/COUNTY-  AZ/YUMA
 DB1151  USGS QUAD   -  YUMA EAST (1994)
 DB1151
 DB1151                         *CURRENT SURVEY CONTROL
 DB1151  ___________________________________________________________________
 DB1151* NAD 83(1986)-  32 41 25.     (N)    114 35 56.     (W)     SCALED    
 DB1151* NAVD 88     -        67.367  (meters)     221.02   (feet)  ADJUSTED  
 DB1151  ___________________________________________________________________
 DB1151  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB1151  DYNAMIC HT  -          67.292 (meters)     220.77  (feet)  COMP
 DB1151  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 DB1151
 DB1151  VERT ORDER  -  FIRST     CLASS II
 DB1151
 DB1151.The horizontal coordinates were scaled from a topographic map and have
 DB1151.an estimated accuracy of +/- 6 seconds.
 DB1151
 DB1151.The orthometric height was determined by differential leveling
 DB1151.and adjusted in June 1991.
 DB1151
 DB1151.The geoid height was determined by GEOID03.
 DB1151
 DB1151.The dynamic height is computed by dividing the NAVD 88
 DB1151.geopotential number by the normal gravity value computed on the
 DB1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1151.degrees latitude (g = 980.6199 gals.).
 DB1151
 DB1151.The modeled gravity was interpolated from observed gravity values.
 DB1151
 DB1151;                    North         East    Units  Estimated Accuracy
 DB1151;SPC AZ W     -   187,730.      133,760.      MT  (+/- 180 meters Scaled)
 DB1151
 DB1151                          SUPERSEDED SURVEY CONTROL
 DB1151
 DB1151.No superseded survey control is available for this station.
 DB1151
 DB1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS251195(NAD 83)
 DB1151_MARKER: DB = BENCH MARK DISK
 DB1151_SETTING: 66 = SET IN ROCK OUTCROP
 DB1151_SP_SET: ROCK OUTCROP
 DB1151_STAMPING: T 469 1981
 DB1151_MARK LOGO: NGS   
 DB1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1151+STABILITY: POSITION/ELEVATION WELL
 DB1151
 DB1151  HISTORY     - Date     Condition        Report By
 DB1151  HISTORY     - 1981     MONUMENTED       NGS
 DB1151  HISTORY     - 19950523 GOOD             USPSQD
 DB1151
 DB1151                          STATION DESCRIPTION
 DB1151
 DB1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1151'4.8 KM (3.0 MI) SE FROM YUMA.
 DB1151'4.55 KM (2.85 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB1151'THE STATION IN YUMA, THENCE 0.25 KM (0.15 MI) NORTH ALONG PACIFIC
 DB1151'AVENUE, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF GILA RIDGE ROAD, SET
 DB1151'IN TOP OF THE EAST EDGE OF A ROCK OUTCROP, 36.9 M (121 FT) NORTH OF
 DB1151'THE SOUTH END OF A ROCK CUT, 21.3 M (70.0 FT) WEST OF THE CENTERLINE
 DB1151'OF PACIFIC AVENUE, 17.7 M (58.0 FT) EAST OF A CYCLONE FENCE AROUND THE
 DB1151'TANNER COMPANY, 12.3 M (40.5 FT) SOUTH OF THE NORTH END OF THE CUT.
 DB1151'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DB1151'THE MARK IS 0.6 M ABOVE THE AVENUE.
 DB1151
 DB1151                          STATION RECOVERY (1995)
 DB1151
 DB1151'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0159 ***********************************************************************
 ER0159  DESIGNATION -  T 47
 ER0159  PID         -  ER0159
 ER0159  STATE/COUNTY-  AZ/APACHE
 ER0159  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0159
 ER0159                         *CURRENT SURVEY CONTROL
 ER0159  ___________________________________________________________________
 ER0159* NAD 83(1986)-  34 31 43.     (N)    109 22 10.     (W)     SCALED    
 ER0159* NAVD 88     -      1718.956  (meters)    5639.61   (feet)  ADJUSTED  
 ER0159  ___________________________________________________________________
 ER0159  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 ER0159  DYNAMIC HT  -        1716.501 (meters)    5631.55  (feet)  COMP
 ER0159  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 ER0159
 ER0159  VERT ORDER  -  SECOND    CLASS 0
 ER0159
 ER0159.The horizontal coordinates were scaled from a topographic map and have
 ER0159.an estimated accuracy of +/- 6 seconds.
 ER0159
 ER0159.The orthometric height was determined by differential leveling
 ER0159.and adjusted in June 1991.
 ER0159
 ER0159.The geoid height was determined by GEOID03.
 ER0159
 ER0159.The dynamic height is computed by dividing the NAVD 88
 ER0159.geopotential number by the normal gravity value computed on the
 ER0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0159.degrees latitude (g = 980.6199 gals.).
 ER0159
 ER0159.The modeled gravity was interpolated from observed gravity values.
 ER0159
 ER0159;                    North         East    Units  Estimated Accuracy
 ER0159;SPC AZ E     -   391,570.      286,550.      MT  (+/- 180 meters Scaled)
 ER0159
 ER0159                          SUPERSEDED SURVEY CONTROL
 ER0159
 ER0159  NGVD 29 (??/??/92) 1718.131  (m)         5636.90   (f) ADJ UNCH    2 0
 ER0159
 ER0159.Superseded values are not recommended for survey control.
 ER0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0159.See file dsdata.txt to determine how the superseded data were derived.
 ER0159
 ER0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD496219(NAD 83)
 ER0159_MARKER: DB = BENCH MARK DISK
 ER0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0159_STAMPING: T 47 1934
 ER0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0159+STABILITY: SURFACE MOTION
 ER0159
 ER0159  HISTORY     - Date     Condition        Report By
 ER0159  HISTORY     - 1934     MONUMENTED       CGS
 ER0159  HISTORY     - 1974     MARK NOT FOUND   USGS
 ER0159  HISTORY     - 20040315 MARK NOT FOUND   GEOCAC
 ER0159
 ER0159                          STATION DESCRIPTION
 ER0159
 ER0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0159'2.2 MI N FROM ST JOHNS.
 ER0159'2.2 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY NO.
 ER0159'61, AT NORTH END OF FENCE LINE.  6 FEET EAST OF IRRIGATION DITCH, 45
 ER0159'FEET NORTHWEST OF THE WEST END OF GALVINIZED IRON CULVERT, 3 FEET EAST
 ER0159'OF FENCE LINE AND 30 FEET WEST OF THE CENTER LINE OF HWY. TABLET IN
 ER0159'CONCRETE POST 6 INCHES HIGH.
 ER0159
 ER0159                          STATION RECOVERY (1974)
 ER0159
 ER0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ER0159'MARK NOT FOUND.
 ER0159
 ER0159                          STATION RECOVERY (2004)
 ER0159
 ER0159'RECOVERY NOTE BY GEOCACHING 2004 (BU)
 ER0159'MARK NOT FOUND AFTER THOROUGH SEARCH OF AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1206 ***********************************************************************
 DA1206  DESIGNATION -  T 470
 DA1206  PID         -  DA1206
 DA1206  STATE/COUNTY-  AZ/PIMA
 DA1206  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA1206
 DA1206                         *CURRENT SURVEY CONTROL
 DA1206  ___________________________________________________________________
 DA1206* NAD 83(1986)-  32 15 45.     (N)    112 44 31.     (W)     SCALED    
 DA1206* NAVD 88     -       543.011  (meters)    1781.53   (feet)  ADJUSTED  
 DA1206  ___________________________________________________________________
 DA1206  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA1206  DYNAMIC HT  -         542.308 (meters)    1779.22  (feet)  COMP
 DA1206  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 DA1206
 DA1206  VERT ORDER  -  FIRST     CLASS II
 DA1206
 DA1206.The horizontal coordinates were scaled from a topographic map and have
 DA1206.an estimated accuracy of +/- 6 seconds.
 DA1206
 DA1206.The orthometric height was determined by differential leveling
 DA1206.and adjusted in June 1991.
 DA1206
 DA1206.The geoid height was determined by GEOID03.
 DA1206
 DA1206.The dynamic height is computed by dividing the NAVD 88
 DA1206.geopotential number by the normal gravity value computed on the
 DA1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1206.degrees latitude (g = 980.6199 gals.).
 DA1206
 DA1206.The modeled gravity was interpolated from observed gravity values.
 DA1206
 DA1206;                    North         East    Units  Estimated Accuracy
 DA1206;SPC AZ C     -   140,270.      135,610.      MT  (+/- 180 meters Scaled)
 DA1206
 DA1206                          SUPERSEDED SURVEY CONTROL
 DA1206
 DA1206.No superseded survey control is available for this station.
 DA1206
 DA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA359708(NAD 83)
 DA1206_MARKER: DB = BENCH MARK DISK
 DA1206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1206_SP_SET: WELL CASING
 DA1206_STAMPING: T 470 1981
 DA1206_MARK LOGO: NGS   
 DA1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1206+STABILITY: POSITION/ELEVATION WELL
 DA1206
 DA1206  HISTORY     - Date     Condition        Report By
 DA1206  HISTORY     - 1981     MONUMENTED       NGS
 DA1206  HISTORY     - 19970306 GOOD             USPSQD
 DA1206  HISTORY     - 19990203 MARK NOT FOUND   USPSQD
 DA1206
 DA1206                          STATION DESCRIPTION
 DA1206
 DA1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1206'IN WHY.
 DA1206'IN WHY, 0.7 KM (0.45 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE
 DA1206'JUNCTION OF STATE HIGHWAY 86, AT THE WHY MUNICIPAL WATER WORKS, SET
 DA1206'IN TOP OF THE EAST EDGE OF A CONCRETE WELL CASING, 152.4 M (500 FT)
 DA1206'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.3 M (24.0 FT) NORTHEAST
 DA1206'OF THE SOUTHWEST CORNER OF A FENCE AROUND THE WATER WORKS, 0.8 M
 DA1206'(2.5 FT) SOUTHEAST OF THE WELL. NOTE-WELL DEPTH IS 914 FT.
 DA1206'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DA1206
 DA1206                          STATION RECOVERY (1997)
 DA1206
 DA1206'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1206'RECOVERED IN GOOD CONDITION.
 DA1206
 DA1206                          STATION RECOVERY (1999)
 DA1206
 DA1206'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0830 ***********************************************************************
 ET0830  DESIGNATION -  T 471
 ET0830  PID         -  ET0830
 ET0830  STATE/COUNTY-  AZ/MOHAVE
 ET0830  USGS QUAD   -  CREAMERY CANYON (1967)
 ET0830
 ET0830                         *CURRENT SURVEY CONTROL
 ET0830  ___________________________________________________________________
 ET0830* NAD 83(1986)-  34 45 07.     (N)    113 58 20.     (W)     SCALED    
 ET0830* NAVD 88     -       869.826  (meters)    2853.75   (feet)  ADJUSTED  
 ET0830  ___________________________________________________________________
 ET0830  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ET0830  DYNAMIC HT  -         868.804 (meters)    2850.40  (feet)  COMP
 ET0830  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 ET0830
 ET0830  VERT ORDER  -  FIRST     CLASS II
 ET0830
 ET0830.The horizontal coordinates were scaled from a topographic map and have
 ET0830.an estimated accuracy of +/- 6 seconds.
 ET0830
 ET0830.The orthometric height was determined by differential leveling
 ET0830.and adjusted in June 1991.
 ET0830
 ET0830.The geoid height was determined by GEOID03.
 ET0830
 ET0830.The dynamic height is computed by dividing the NAVD 88
 ET0830.geopotential number by the normal gravity value computed on the
 ET0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0830.degrees latitude (g = 980.6199 gals.).
 ET0830
 ET0830.The modeled gravity was interpolated from observed gravity values.
 ET0830
 ET0830;                    North         East    Units  Estimated Accuracy
 ET0830;SPC AZ W     -   416,090.      193,010.      MT  (+/- 180 meters Scaled)
 ET0830
 ET0830                          SUPERSEDED SURVEY CONTROL
 ET0830
 ET0830.No superseded survey control is available for this station.
 ET0830
 ET0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD279495(NAD 83)
 ET0830_MARKER: I = METAL ROD
 ET0830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0830_SP_SET: STAINLESS STEEL ROD
 ET0830_STAMPING: T 471 1981
 ET0830_MARK LOGO: NGS   
 ET0830_PROJECTION: FLUSH
 ET0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0830_ROD/PIPE-DEPTH: 3.7  meters
 ET0830
 ET0830  HISTORY     - Date     Condition        Report By
 ET0830  HISTORY     - 1981     MONUMENTED       NGS
 ET0830
 ET0830                          STATION DESCRIPTION
 ET0830
 ET0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0830'22.2 KM (13.8 MI) SE FROM YUCCA.
 ET0830'22.2 KM (13.8 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0830'INTERSTATE HIGHWAY 40 IN YUCCA, 0.2 KM (0.1 MI) NORTHWEST OF A LARGE
 ET0830'SANDY WASH, 13.7 METERS (45.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 ET0830'ROAD, ROD DRIVEN TO REFUSAL.
 ET0830'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ET0830'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1253 ***********************************************************************
 DV1253  DESIGNATION -  T 474
 DV1253  PID         -  DV1253
 DV1253  STATE/COUNTY-  AZ/MARICOPA
 DV1253  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1253
 DV1253                         *CURRENT SURVEY CONTROL
 DV1253  ___________________________________________________________________
 DV1253* NAD 83(1986)-  33 35 36.     (N)    112 05 43.     (W)     SCALED    
 DV1253* NAVD 88     -       414.186  (meters)    1358.88   (feet)  ADJUSTED  
 DV1253  ___________________________________________________________________
 DV1253  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1253  DYNAMIC HT  -         413.707 (meters)    1357.30  (feet)  COMP
 DV1253  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DV1253
 DV1253  VERT ORDER  -  FIRST     CLASS II
 DV1253
 DV1253.The horizontal coordinates were scaled from a topographic map and have
 DV1253.an estimated accuracy of +/- 6 seconds.
 DV1253
 DV1253.The orthometric height was determined by differential leveling
 DV1253.and adjusted in June 1991.
 DV1253
 DV1253.The geoid height was determined by GEOID03.
 DV1253
 DV1253.The dynamic height is computed by dividing the NAVD 88
 DV1253.geopotential number by the normal gravity value computed on the
 DV1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1253.degrees latitude (g = 980.6199 gals.).
 DV1253
 DV1253.The modeled gravity was interpolated from observed gravity values.
 DV1253
 DV1253;                    North         East    Units  Estimated Accuracy
 DV1253;SPC AZ C     -   287,570.      196,780.      MT  (+/- 180 meters Scaled)
 DV1253
 DV1253                          SUPERSEDED SURVEY CONTROL
 DV1253
 DV1253.No superseded survey control is available for this station.
 DV1253
 DV1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC983176(NAD 83)
 DV1253_MARKER: DB = BENCH MARK DISK
 DV1253_SETTING: 66 = SET IN ROCK OUTCROP
 DV1253_SP_SET: ROCK OUTCROP
 DV1253_STAMPING: T 474 1981
 DV1253_MARK LOGO: NGS   
 DV1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1253+STABILITY: POSITION/ELEVATION WELL
 DV1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1253+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2007
 DV1253
 DV1253  HISTORY     - Date     Condition        Report By
 DV1253  HISTORY     - 1981     MONUMENTED       NGS
 DV1253  HISTORY     - 1981     GOOD             AZDT
 DV1253  HISTORY     - 19910504 MARK NOT FOUND   USPSQD
 DV1253  HISTORY     - 20070315 GOOD             GEOCAC
 DV1253
 DV1253                          STATION DESCRIPTION
 DV1253
 DV1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1253'15.9 KM (9.85 MI) NE FROM PHOENIX.
 DV1253'13.4 KM (8.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1253'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 1.6 KM (1.0 MI) EAST
 DV1253'ALONG CACTUS ROAD, THENCE 0.5 KM (0.3 MI) SOUTH ALONG 19TH AVENUE,
 DV1253'THENCE 0.4 KM (0.25 MI) EAST ALONG SUNNYSIDE DRIVE, IN TOP OF A
 DV1253'GRANITE OUTCROP, 4.8 METERS (15.8 FT) NORTH-NORTHEAST OF THE
 DV1253'NORTH-NORTHEAST EDGE OF THE WEST ONE OF TWO WATER TANKS, 42.2 METERS
 DV1253'(138.4 FT) NORTHWEST OF BENCH MARK S 474.
 DV1253'THE MARK IS 0.55 METERS  SW FROM A WITNESS POST.
 DV1253'THE MARK IS 0.15 M BELOW THE TOP OF THE TANK FLOOR.
 DV1253
 DV1253                          STATION RECOVERY (1981)
 DV1253
 DV1253'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1253'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1253'INTERSECTION OF MCDOWELL ROAD IN PHOENIX, TO CACTUS ROAD.  THENCE
 DV1253'1 MILE (1.6 KM) EAST ALONG CACTUS ROAD TO 19TH AVENUE, THENCE
 DV1253'0.25 MILE (0.40 KM) SOUTH ALONG 19TH AVENUE TO SUNNYSIDE DRIVE,
 DV1253'THENCE 0.25 MILE (0.40 KM) EAST ALONG SUNNYSIDE DRIVE TO THE
 DV1253'SUNNYSLOPE WATER TANKS AND THE MARK.  15.3 FT (4.66 METERS) NORTH OF
 DV1253'THE NORTH FACE OF THE WEST TANK.  74.6 FT (22.74 METERS) NORTHWEST
 DV1253'OF THE WEST FACE OF THE EAST TANK.  1.6 FT (0.49 METER) SOUTHWEST OF
 DV1253'A METAL WITNESS POST AND SIGN.
 DV1253
 DV1253                          STATION RECOVERY (1991)
 DV1253
 DV1253'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1253'MARK NOT FOUND.
 DV1253
 DV1253                          STATION RECOVERY (2007)
 DV1253
 DV1253'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1282 ***********************************************************************
 DV1282  DESIGNATION -  T 475
 DV1282  PID         -  DV1282
 DV1282  STATE/COUNTY-  AZ/MARICOPA
 DV1282  USGS QUAD   -  VALENCIA (1982)
 DV1282
 DV1282                         *CURRENT SURVEY CONTROL
 DV1282  ___________________________________________________________________
 DV1282* NAD 83(1986)-  33 26 06.     (N)    112 33 10.     (W)     SCALED    
 DV1282* NAVD 88     -       326.200  (meters)    1070.21   (feet)  ADJUSTED  
 DV1282  ___________________________________________________________________
 DV1282  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV1282  DYNAMIC HT  -         325.827 (meters)    1068.98  (feet)  COMP
 DV1282  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 DV1282
 DV1282  VERT ORDER  -  FIRST     CLASS II
 DV1282
 DV1282.The horizontal coordinates were scaled from a topographic map and have
 DV1282.an estimated accuracy of +/- 6 seconds.
 DV1282
 DV1282.The orthometric height was determined by differential leveling
 DV1282.and adjusted in June 1991.
 DV1282
 DV1282.The geoid height was determined by GEOID03.
 DV1282
 DV1282.The dynamic height is computed by dividing the NAVD 88
 DV1282.geopotential number by the normal gravity value computed on the
 DV1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1282.degrees latitude (g = 980.6199 gals.).
 DV1282
 DV1282.The modeled gravity was interpolated from observed gravity values.
 DV1282
 DV1282;                    North         East    Units  Estimated Accuracy
 DV1282;SPC AZ C     -   270,170.      154,210.      MT  (+/- 180 meters Scaled)
 DV1282
 DV1282                          SUPERSEDED SURVEY CONTROL
 DV1282
 DV1282.No superseded survey control is available for this station.
 DV1282
 DV1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC556005(NAD 83)
 DV1282_MARKER: I = METAL ROD
 DV1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1282_SP_SET: STAINLESS STEEL ROD
 DV1282_STAMPING: T 475 1981
 DV1282_MARK LOGO: NGS   
 DV1282_PROJECTION: FLUSH
 DV1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1282_ROD/PIPE-DEPTH: 5.8  meters
 DV1282
 DV1282  HISTORY     - Date     Condition        Report By
 DV1282  HISTORY     - 1981     MONUMENTED       NGS
 DV1282  HISTORY     - 20061011 GOOD             GEOCAC
 DV1282
 DV1282                          STATION DESCRIPTION
 DV1282
 DV1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1282'10.0 KM (6.25 MI) NE FROM BUCKEYE.
 DV1282'0.5 KM (0.3 MI) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1282'STATION AT BUCKEYE, THENCE 6.1 KM (3.8 MI) NORTH ALONG MILLER ROAD,
 DV1282'THENCE 3.4 KM (2.15 MI) EAST ALONG YUMA ROAD, AT A HIGH TENSION
 DV1282'POWER LINE TOWER, 98.5 METERS (323 FT) SOUTH OF THE CENTERLINE OF THE
 DV1282'ROAD, 1.2 METERS (4.0 FT) SOUTHWEST OF THE WEST FACE OF THE CONCRETE
 DV1282'FOUNDATION FOR THE EAST LEG OF THE TOWER.
 DV1282'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DV1282'THE MARK IS 0.6 M BELOW TOP OF LEG FOUNDATION.
 DV1282
 DV1282                          STATION RECOVERY (2006)
 DV1282
 DV1282'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1382 ***********************************************************************
 DV1382  DESIGNATION -  T 477
 DV1382  PID         -  DV1382
 DV1382  STATE/COUNTY-  AZ/LA PAZ
 DV1382  USGS QUAD   -  SALOME (1990)
 DV1382
 DV1382                         *CURRENT SURVEY CONTROL
 DV1382  ___________________________________________________________________
 DV1382* NAD 83(1986)-  33 46 28.2    (N)    113 36 04.5    (W)     HD_HELD2  
 DV1382* NAVD 88     -       558.238  (meters)    1831.49   (feet)  ADJUSTED  
 DV1382  ___________________________________________________________________
 DV1382  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV1382  DYNAMIC HT  -         557.582 (meters)    1829.33  (feet)  COMP
 DV1382  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 DV1382
 DV1382  VERT ORDER  -  FIRST     CLASS II
 DV1382
 DV1382.The horizontal coordinates were established by autonomous hand held GPS
 DV1382.observations and have an estimated accuracy of +/- 10 meters.
 DV1382
 DV1382.The orthometric height was determined by differential leveling
 DV1382.and adjusted in June 1991.
 DV1382
 DV1382.The geoid height was determined by GEOID03.
 DV1382
 DV1382.The dynamic height is computed by dividing the NAVD 88
 DV1382.geopotential number by the normal gravity value computed on the
 DV1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1382.degrees latitude (g = 980.6199 gals.).
 DV1382
 DV1382.The modeled gravity was interpolated from observed gravity values.
 DV1382
 DV1382;                    North         East    Units  Estimated Accuracy
 DV1382;SPC AZ W     -   307,664.      227,138.      MT  (+/- 10 meters HH2 GPS)
 DV1382
 DV1382                          SUPERSEDED SURVEY CONTROL
 DV1382
 DV1382.No superseded survey control is available for this station.
 DV1382
 DV1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5911540195(NAD 83)
 DV1382_MARKER: DB = BENCH MARK DISK
 DV1382_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1382+WITH SETTING: PAVEMENT
 DV1382_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1382_STAMPING: T 477 1981
 DV1382_MARK LOGO: NGS   
 DV1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1382+STABILITY: POSITION/ELEVATION WELL
 DV1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1382+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 DV1382
 DV1382  HISTORY     - Date     Condition        Report By
 DV1382  HISTORY     - 1981     MONUMENTED       NGS
 DV1382  HISTORY     - 20080209 GOOD             GEOCAC
 DV1382
 DV1382                          STATION DESCRIPTION
 DV1382
 DV1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1382'1.4 KM (0.85 MI) SE FROM SALOME.
 DV1382'1.4 KM (0.85 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1382'HIGHWAY 60 AT SALOME, AT AN ABANDONED DEEP WATER WELL, IN TOP OF THE
 DV1382'NORTHEAST CORNER OF THE 6 BY 6 FOOT CONCRETER PAD WHICH IS ATTACHED
 DV1382'TO THE CASING, 0.2 KM (.01 MI) SOUTHEAST OF THE SALOME HIGH SCHOOL
 DV1382'FLAG POLE, 29.4 METERS (96.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DV1382'ROAD, 51.3 METERS (168.3 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 DV1382'SALOME HIGH SCHOOL YARD FENCE, 0.65 METER (2.3 FT) NORTH-NORTHEAST
 DV1382'OF THE CENTER OF THE WELL, 0.3 METER (1.0 FT) NORTHEAST OF THE BASE
 DV1382'OF A 3-INCH GALVANIZED METEL PIPE VENT.
 DV1382'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1382
 DV1382                          STATION RECOVERY (2008)
 DV1382
 DV1382'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1313 ***********************************************************************
 DW1313  DESIGNATION -  T 478
 DW1313  PID         -  DW1313
 DW1313  STATE/COUNTY-  AZ/LA PAZ
 DW1313  USGS QUAD   -  PLOMOSA PASS (1990)
 DW1313
 DW1313                         *CURRENT SURVEY CONTROL
 DW1313  ___________________________________________________________________
 DW1313* NAD 83(1986)-  33 40 28.     (N)    114 03 33.     (W)     SCALED    
 DW1313* NAVD 88     -       512.724  (meters)    1682.16   (feet)  ADJUSTED  
 DW1313  ___________________________________________________________________
 DW1313  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DW1313  DYNAMIC HT  -         512.132 (meters)    1680.22  (feet)  COMP
 DW1313  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 DW1313
 DW1313  VERT ORDER  -  FIRST     CLASS II
 DW1313
 DW1313.The horizontal coordinates were scaled from a topographic map and have
 DW1313.an estimated accuracy of +/- 6 seconds.
 DW1313
 DW1313.The orthometric height was determined by differential leveling
 DW1313.and adjusted in June 1991.
 DW1313
 DW1313.The geoid height was determined by GEOID03.
 DW1313
 DW1313.The dynamic height is computed by dividing the NAVD 88
 DW1313.geopotential number by the normal gravity value computed on the
 DW1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1313.degrees latitude (g = 980.6199 gals.).
 DW1313
 DW1313.The modeled gravity was interpolated from observed gravity values.
 DW1313
 DW1313;                    North         East    Units  Estimated Accuracy
 DW1313;SPC AZ W     -   296,600.      184,690.      MT  (+/- 180 meters Scaled)
 DW1313
 DW1313                          SUPERSEDED SURVEY CONTROL
 DW1313
 DW1313.No superseded survey control is available for this station.
 DW1313
 DW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT726299(NAD 83)
 DW1313_MARKER: DB = BENCH MARK DISK
 DW1313_SETTING: 66 = SET IN ROCK OUTCROP
 DW1313_SP_SET: ROCK OUTCROP
 DW1313_STAMPING: T 478 1981
 DW1313_MARK LOGO: NGS   
 DW1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1313+STABILITY: POSITION/ELEVATION WELL
 DW1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW1313+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW1313
 DW1313  HISTORY     - Date     Condition        Report By
 DW1313  HISTORY     - 1981     MONUMENTED       NGS
 DW1313  HISTORY     - 20090218 GOOD             GEOCAC
 DW1313
 DW1313                          STATION DESCRIPTION
 DW1313
 DW1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1313'15.2 KM (9.45 MI) EAST FROM QUARTZSITE.
 DW1313'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1313'HIGHWAY 95 OVERPASS IN QUARTZSITE, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 DW1313'ALONG GOLD NUGGET ROAD, THENCE 1.9 KM (1.15 MI) EAST ALONG THE OLD
 DW1313'U.S. HIGHWAY 60, AT THE WEST END OF A HIGHWAY CUT, SET IN TOP OF A
 DW1313'ROCK OUTCROP, 5.7 METERS (18.7 FT) NORTH OF THE CENTERLINE OF THE
 DW1313'HIGHWAY, 73.2 METERS (240 FT) EAST OF BENCH MARK 1667.91 AZHD, 15.2
 DW1313'METERS (50.0 FT) WEST OF THE EAST END OF THE CUT.
 DW1313'THE MARK IS 2.3 METERS  E FROM A WITNESS POST.
 DW1313'THE MARK IS 0.35 M ABOVE THE HIGHWAY CENTERLINE.
 DW1313
 DW1313                          STATION RECOVERY (2009)
 DW1313
 DW1313'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW1313'RECOVERED IN GOOD CONDITION. THE SIGN HAS BEEN
 DW1313' REMOVED FROM THE WITNESS POST BUT THE STAKE
 DW1313' REMAINS. HANDHELD GPSR (HH2) INDICATED
 DW1313' COORDINATES OF N 33 40 28.2 W 114 03 32.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1475 ***********************************************************************
 DV1475  DESIGNATION -  T 479
 DV1475  PID         -  DV1475
 DV1475  STATE/COUNTY-  AZ/LA PAZ
 DV1475  USGS QUAD   -  SALOME (1990)
 DV1475
 DV1475                         *CURRENT SURVEY CONTROL
 DV1475  ___________________________________________________________________
 DV1475* NAD 83(1986)-  33 48 26.     (N)    113 34 05.     (W)     SCALED    
 DV1475* NAVD 88     -       567.410  (meters)    1861.58   (feet)  ADJUSTED  
 DV1475  ___________________________________________________________________
 DV1475  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DV1475  DYNAMIC HT  -         566.742 (meters)    1859.39  (feet)  COMP
 DV1475  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 DV1475
 DV1475  VERT ORDER  -  FIRST     CLASS II
 DV1475
 DV1475.The horizontal coordinates were scaled from a topographic map and have
 DV1475.an estimated accuracy of +/- 6 seconds.
 DV1475
 DV1475.The orthometric height was determined by differential leveling
 DV1475.and adjusted in June 1991.
 DV1475
 DV1475.The geoid height was determined by GEOID03.
 DV1475
 DV1475.The dynamic height is computed by dividing the NAVD 88
 DV1475.geopotential number by the normal gravity value computed on the
 DV1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1475.degrees latitude (g = 980.6199 gals.).
 DV1475
 DV1475.The modeled gravity was interpolated from observed gravity values.
 DV1475
 DV1475;                    North         East    Units  Estimated Accuracy
 DV1475;SPC AZ W     -   311,300.      230,210.      MT  (+/- 180 meters Scaled)
 DV1475
 DV1475                          SUPERSEDED SURVEY CONTROL
 DV1475
 DV1475.No superseded survey control is available for this station.
 DV1475
 DV1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC622437(NAD 83)
 DV1475_MARKER: DB = BENCH MARK DISK
 DV1475_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1475+WITH SETTING: PAVEMENT
 DV1475_SP_SET: WELL CASING FOUNDATION
 DV1475_STAMPING: T 479 1981
 DV1475_MARK LOGO: NGS   
 DV1475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1475+STABILITY: POSITION/ELEVATION WELL
 DV1475
 DV1475  HISTORY     - Date     Condition        Report By
 DV1475  HISTORY     - 1981     MONUMENTED       NGS
 DV1475
 DV1475                          STATION DESCRIPTION
 DV1475
 DV1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1475'5.2 KM (3.25 MI) NE FROM SALOME.
 DV1475'5.2 KM (3.25 MI) NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE T JUNCTION
 DV1475'OF SALOME ROAD IN SALOME, 0.6 KM (0.4 MI) SOUTHWEST OF HIGHWAY
 DV1475'MILEPOST 60, 0.5 KM (0.3 MI) NORTHEAST OF THE ATCHISON, TOPEKA AND
 DV1475'SANTA FE RAILROAD MILEPOST 47, ALSO 2.95 KM (1.85 MI) SOUTHWEST OF THE
 DV1475'JUNCTION OF THE WENDEN-LAKE ALAMO ROAD IN WENDEN, SET IN TOP OF THE
 DV1475'NORTH CORNER OF A CONCRETE PAD FOR AN ELECTRIC IRRIGATION PUMP, 35.7
 DV1475'METERS (117 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.0 METERS
 DV1475'(16.5 FT) SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD, 3.0 METERS (10.0
 DV1475'FT) EAST OF THE SOUTHEAST ONE OF TWO IRON LEGS SUPPORTING THREE LARGE
 DV1475'ELECTRIC BOXES FOR THE PUMP, 0.55 METERS (1.8 FT) SOUTHWEST OF THE
 DV1475'NORTHEAST EDGE OF THE PAD, 0.8 METERS (2.6 FT) NORTH OF THE CENTER OF
 DV1475'THE PUMP, 0.3 METERS (1.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 DV1475'PAD.
 DV1475'THE MARK IS 0.7 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0763 ***********************************************************************
 ET0763  DESIGNATION -  T 480
 ET0763  PID         -  ET0763
 ET0763  STATE/COUNTY-  AZ/LA PAZ
 ET0763  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0763
 ET0763                         *CURRENT SURVEY CONTROL
 ET0763  ___________________________________________________________________
 ET0763* NAD 83(1986)-  34 10 11.     (N)    113 29 33.     (W)     SCALED    
 ET0763* NAVD 88     -       559.551  (meters)    1835.79   (feet)  ADJUSTED  
 ET0763  ___________________________________________________________________
 ET0763  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 ET0763  DYNAMIC HT  -         558.914 (meters)    1833.70  (feet)  COMP
 ET0763  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 ET0763
 ET0763  VERT ORDER  -  FIRST     CLASS II
 ET0763
 ET0763.The horizontal coordinates were scaled from a topographic map and have
 ET0763.an estimated accuracy of +/- 6 seconds.
 ET0763
 ET0763.The orthometric height was determined by differential leveling
 ET0763.and adjusted in June 1991.
 ET0763
 ET0763.The geoid height was determined by GEOID03.
 ET0763
 ET0763.The dynamic height is computed by dividing the NAVD 88
 ET0763.geopotential number by the normal gravity value computed on the
 ET0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0763.degrees latitude (g = 980.6199 gals.).
 ET0763
 ET0763.The modeled gravity was interpolated from observed gravity values.
 ET0763
 ET0763;                    North         East    Units  Estimated Accuracy
 ET0763;SPC AZ W     -   351,520.      237,100.      MT  (+/- 180 meters Scaled)
 ET0763
 ET0763                          SUPERSEDED SURVEY CONTROL
 ET0763
 ET0763.No superseded survey control is available for this station.
 ET0763
 ET0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC702837(NAD 83)
 ET0763_MARKER: DB = BENCH MARK DISK
 ET0763_SETTING: 66 = SET IN ROCK OUTCROP
 ET0763_SP_SET: ROCK OUTCROP
 ET0763_STAMPING: T 480 1981
 ET0763_MARK LOGO: NGS   
 ET0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0763+STABILITY: POSITION/ELEVATION WELL
 ET0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0763+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0763
 ET0763  HISTORY     - Date     Condition        Report By
 ET0763  HISTORY     - 1981     MONUMENTED       NGS
 ET0763  HISTORY     - 19990306 GOOD             USPSQD
 ET0763  HISTORY     - 20081016 GOOD             GEOCAC
 ET0763
 ET0763                          STATION DESCRIPTION
 ET0763
 ET0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0763'16.6 KM (10.35 MI) SE FROM ALAMO LAKE.
 ET0763'16.6 KM (10.35 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0763'SOUTHEAST END OF ALAMO DAM, 0.7 KM (0.45 MI) NORTHEAST OF A CATTLE
 ET0763'GUARD IN THE ROAD, 0.25 KM (0.15 MI) SOUTHWEST OF THE SOUTHWEST END OF
 ET0763'A ROAD CURVE, SET IN A SHELF OF GRAY OUTCROP BELOW THE HIGHEST POINT
 ET0763'OF A HIGH ROCK ROAD CUT, 6.1 METERS (20.0 FT) NORTHWEST OF THE
 ET0763'CENTERLINE OF THE ROAD, 34.5 METERS (113 FT) SOUTHWEST OF THE
 ET0763'NORTHEAST END OF THE CUT.
 ET0763'THE MARK IS 0.55 METERS  NE FROM A WITNESS POST.
 ET0763'THE MARK IS 0.8 M ABOVE THE ROAD CENTERLINE.
 ET0763
 ET0763                          STATION RECOVERY (1999)
 ET0763
 ET0763'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0763'RECOVERED IN GOOD CONDITION.
 ET0763
 ET0763                          STATION RECOVERY (2008)
 ET0763
 ET0763'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0763'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0763' 
 ET0763'N 34 10.145'  W 113 29.572'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0805 ***********************************************************************
 ET0805  DESIGNATION -  T 481
 ET0805  PID         -  ET0805
 ET0805  STATE/COUNTY-  AZ/MOHAVE
 ET0805  USGS QUAD   -  SIGNAL (1990)
 ET0805
 ET0805                         *CURRENT SURVEY CONTROL
 ET0805  ___________________________________________________________________
 ET0805* NAD 83(2007)-  34 26 32.45865(N)    113 43 36.32946(W)     NO CHECK  
 ET0805* NAVD 88     -       699.996  (meters)    2296.57   (feet)  ADJUSTED  
 ET0805  ___________________________________________________________________
 ET0805  EPOCH DATE  -        2007.00
 ET0805  X           -  -2,118,995.421 (meters)                     COMP
 ET0805  Y           -  -4,821,087.552 (meters)                     COMP
 ET0805  Z           -   3,587,398.663 (meters)                     COMP
 ET0805  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 ET0805  ELLIP HEIGHT-         670.118 (meters)          (02/10/07) NO CHECK
 ET0805  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 ET0805  DYNAMIC HT  -         699.179 (meters)    2293.89  (feet)  COMP
 ET0805
 ET0805  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0805  Type    PID    Designation                      North   East  Ellip
 ET0805  -------------------------------------------------------------------
 ET0805  NETWORK ET0805 T 481                             1.04   0.94   2.67
 ET0805  -------------------------------------------------------------------
 ET0805  MODELED GRAV-     979,446.7   (mgal)                       NAVD 88
 ET0805  OBS GRAVITY -     979,445.0   (mgal)                       GRAV_OBS
 ET0805
 ET0805  VERT ORDER  -  FIRST     CLASS II
 ET0805
 ET0805.The horizontal coordinates were established by GPS observations
 ET0805.and adjusted by the National Geodetic Survey in February 2007.
 ET0805
 ET0805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0805.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0805.No horizontal observational check was made to the station.
 ET0805.The horizontal coordinates are valid at the epoch date displayed above.
 ET0805.The epoch date for horizontal control is a decimal equivalence
 ET0805.of Year/Month/Day.
 ET0805
 ET0805.The orthometric height was determined by differential leveling
 ET0805.and adjusted in June 1991.
 ET0805
 ET0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0805
 ET0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0805
 ET0805.The ellipsoidal height was determined by GPS observations
 ET0805.and is referenced to NAD 83.
 ET0805
 ET0805.The geoid height was determined by GEOID03.
 ET0805
 ET0805.The dynamic height is computed by dividing the NAVD 88
 ET0805.geopotential number by the normal gravity value computed on the
 ET0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0805.degrees latitude (g = 980.6199 gals.).
 ET0805
 ET0805.The modeled gravity was interpolated from observed gravity values.
 ET0805.The observed gravity was obtained from relative gravimeter ties
 ET0805.to the IGSN71 gravity network.
 ET0805
 ET0805;                    North         East     Units Scale Factor Converg.
 ET0805;SPC AZ W     -   381,730.160   215,495.854   MT  0.99993339   +0 00 47.3
 ET0805;SPC AZ W     - 1,252,395.54    707,007.40   iFT  0.99993339   +0 00 47.3
 ET0805;UTM  12      - 3,814,577.809   249,468.214   MT  1.00037373   -1 32 34.8
 ET0805
 ET0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0805!SPC AZ W     -   0.99989482  x   0.99993339  =   0.99982822
 ET0805!UTM  12      -   0.99989482  x   1.00037373  =   1.00026851
 ET0805
 ET0805                          SUPERSEDED SURVEY CONTROL
 ET0805
 ET0805  NAD 83(1992)-  34 26 32.45782(N)    113 43 36.32950(W) AD(       ) 1
 ET0805  ELLIP H (09/30/99)  670.142  (m)                       GP(       ) 3 1
 ET0805  NAVD 88 (09/30/99)  700.00   (m)         2296.6    (f) LEVELING    3  
 ET0805
 ET0805.Superseded values are not recommended for survey control.
 ET0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0805.See file dsdata.txt to determine how the superseded data were derived.
 ET0805
 ET0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4946814578(NAD 83)
 ET0805_MARKER: F = FLANGE-ENCASED ROD
 ET0805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0805_SP_SET: STAINLESS STEEL ROD
 ET0805_STAMPING: T 481 1981
 ET0805_MARK LOGO: NGS   
 ET0805_PROJECTION: FLUSH
 ET0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0805+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 ET0805_ROD/PIPE-DEPTH: 2.7  meters
 ET0805
 ET0805  HISTORY     - Date     Condition        Report By
 ET0805  HISTORY     - 1981     MONUMENTED       NGS
 ET0805  HISTORY     - 19981111 GOOD             NGS
 ET0805  HISTORY     - 20080625 GOOD             GEOANA
 ET0805
 ET0805                          STATION DESCRIPTION
 ET0805
 ET0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0805'65.8 KM (40.9 MI) SE FROM YUCCA.
 ET0805'65.8 KM (40.9 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0805'INTERSTATE HIGHWAY 40 IN YUCCA, 0.5 KM (0.3 MI) SOUTH OF THE JUNCTION
 ET0805'OF A DIRT ROAD LEADING WEST TO MC CRACKIN MINE, 0.1 KM (0.05 MI)
 ET0805'SOUTHWEST OF THE NORTHEAST END OF A LOW RIDGE LEADING INTO A WASH,
 ET0805'11.4 METERS (37.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8.4
 ET0805'METERS (27.6 FT) SOUTHWEST OF A TRIPLE-TRUNKED PALO VERDE TREE.
 ET0805'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 ET0805'THE MARK IS 1.3 M ABOVE THE ROAD.
 ET0805
 ET0805                          STATION RECOVERY (1998)
 ET0805
 ET0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 ET0805'THE STATION IS LOCATED ABOUT 65.79 KM (40.85 MI) SOUTHEAST OF YUCCA,
 ET0805'41.18 KM (25.60 MI) SOUTHWEST OF WIKIEUP, 3.23 KM (2.00 MI) SOUTHWEST
 ET0805'OF THE JUNCTION OF ALAMO ROAD AND SIGNAL ROAD.  OWNERSHIP--ARIZONA
 ET0805'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 ET0805'OF STATE HIGHWAY 93 AND SIGNAL ROAD, LOCATED ABOUT 12.87 KM (8.00 MI)
 ET0805'SOUTHEAST OF WIKIEUP, GO SOUTHWESTERLY ON SIGNAL ROAD (A ROUGH DIRT
 ET0805'ROAD) FOR 28.64 KM (17.80 MI) TO THE INTERSECTION OF ALAMO ROAD. TURN
 ET0805'LEFT, SOUTHWESTERLY ON ALAMO ROAD (A DIRT ROAD MARKED WITH ROAD SIGN)
 ET0805'FOR 3.29 KM (2.05 MI) TO THE STATION ON THE LEFT, ABOUT 1.52 M (4.99
 ET0805'FT) ABOVE THE ROAD.  THE STATION CAN ALSO BE REACHED FROM THE JUNCTION
 ET0805'OF INTERSTATE HIGHWAY 40 (EXIT 25) AND ALAMO ROAD IN YUCCA, BY GOING
 ET0805'SOUTHEASTERLY ON ALAMO ROAD FOR 62.36 KM (38.75 MI) TO THE
 ET0805'INTERSECTION OF SIGNAL ROAD (A DIRT ROAD MARKED WITH A ROAD SIGN),
 ET0805'CONTINUE AHEAD ON ALAMO ROAD FOR 3.29 KM (2.05 MI) TO THE STATION ON
 ET0805'THE LEFT.  THE STATION IS A PUNCH POINT OF TOP OF A STAINLESS STEEL
 ET0805'DATUM POINT CRIMPED TO A STAINLESS STEEL ROD ENCASED IN A 13 CM PVC
 ET0805'PIPE WITH AN NGS LOGO CAP.  IT IS 11.4 M (37.4 FT) SOUTHEAST OF THE
 ET0805'CENTER OF ALAMO ROAD.  8.4 M (27.6 FT) SOUTHWEST OF A TRIPLE-TRUNK
 ET0805'PALO VERDE TREE AND 0.4 M (1.3 FT) NORTHWEST OF A METAL WITNESS POST.
 ET0805
 ET0805                          STATION RECOVERY (2008)
 ET0805
 ET0805'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 ET0805'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0194 ***********************************************************************
 GQ0194  DESIGNATION -  T 482
 GQ0194  PID         -  GQ0194
 GQ0194  STATE/COUNTY-  AZ/COCONINO
 GQ0194  USGS QUAD   -  PHANTOM RANCH (1988)
 GQ0194
 GQ0194                         *CURRENT SURVEY CONTROL
 GQ0194  ___________________________________________________________________
 GQ0194* NAD 83(1986)-  36 03 22.     (N)    112 07 16.     (W)     SCALED    
 GQ0194* NAVD 88     -      2126.519  (meters)    6976.75   (feet)  POSTED    
 GQ0194  ___________________________________________________________________
 GQ0194  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 GQ0194  DYNAMIC HT  -        2123.630 (meters)    6967.28  (feet)  COMP
 GQ0194  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 GQ0194
 GQ0194  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0194
 GQ0194.The horizontal coordinates were scaled from a topographic map and have
 GQ0194.an estimated accuracy of +/- 6 seconds.
 GQ0194
 GQ0194.The orthometric height was determined by differential leveling
 GQ0194.and adjusted by the  in 1992.
 GQ0194.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0194.rate of 0.0 thru 1.0 mm/km.
 GQ0194
 GQ0194.The geoid height was determined by GEOID03.
 GQ0194
 GQ0194.The dynamic height is computed by dividing the NAVD 88
 GQ0194.geopotential number by the normal gravity value computed on the
 GQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0194.degrees latitude (g = 980.6199 gals.).
 GQ0194
 GQ0194.The modeled gravity was interpolated from observed gravity values.
 GQ0194
 GQ0194;                    North         East    Units  Estimated Accuracy
 GQ0194;SPC AZ C     -   560,760.      194,940.      MT  (+/- 180 meters Scaled)
 GQ0194
 GQ0194                          SUPERSEDED SURVEY CONTROL
 GQ0194
 GQ0194.No superseded survey control is available for this station.
 GQ0194
 GQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE990907(NAD 83)
 GQ0194_MARKER: DB = BENCH MARK DISK
 GQ0194_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0194_SP_SET: ROCK OUTCROP
 GQ0194_STAMPING: T 482 1981
 GQ0194_MARK LOGO: NGS   
 GQ0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0194+STABILITY: POSITION/ELEVATION WELL
 GQ0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0194+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 GQ0194
 GQ0194  HISTORY     - Date     Condition        Report By
 GQ0194  HISTORY     - 1981     MONUMENTED       NGS
 GQ0194  HISTORY     - 20000715 GOOD             AZDT
 GQ0194  HISTORY     - 20070515 GOOD             INDIV
 GQ0194
 GQ0194                          STATION DESCRIPTION
 GQ0194
 GQ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GQ0194'1.6 KM (1.0 MI) EAST FROM GRAND CANYON VILLAGE.
 GQ0194'1.6 KM (1.0 MI) EAST ALONG THE SOUTH ENTRANCE ROAD FROM THE JUNCTION
 GQ0194'OF THE EAST END OF THE VILLAGE LOOP ROAD AT GRAND CANYON VILLAGE, IN
 GQ0194'TOP OF A MASSIVE SANDSTONE OUTCROP 3 METERS (10 FT) NORTH OF THE SOUTH
 GQ0194'END, ON THE WEST EDGE OF A SHALLOW DRY WASH WHICH PARALLELS THE ROAD,
 GQ0194'ACROSS THE ROAD FROM A STANDARD SERVICE STATION, 0.2 KM (0.1 MI)
 GQ0194'NORTHEAST OF THE NORTHEAST ENTRANCE TO THE VISTER CENTER, 0.2 KM
 GQ0194'(0.1 MI) SOUTH OF A POWERLINE CROSSING, 30.5 METERS (100 FT) WEST OF
 GQ0194'THE CENTERLINE OF THE ROAD, 9.5 METERS (31 FT) NORTH OF A 12-INCH
 GQ0194'PINON TREE, 7.3 METERS (24 FT) WEST OF AND LEVEL WITH THE CENTER OF A
 GQ0194'TRAIL, 1.8 METERS (6 FT) WEST OF AND 1.5 FEET ABOVE THE CENTER OF A
 GQ0194'WASH.
 GQ0194'THE MARK IS 1.1 METERS  SE FROM A WITNESS POST.
 GQ0194'THE MARK IS 1.5 M BELOW THE ROAD.
 GQ0194
 GQ0194                          STATION RECOVERY (2000)
 GQ0194
 GQ0194'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 GQ0194'RECOVERED IN GOOD CONDITION.
 GQ0194
 GQ0194                          STATION RECOVERY (2007)
 GQ0194
 GQ0194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JKM)
 GQ0194' 
 GQ0194'MARK RECOVERED IN GOOD CONDITION.  THE VISITOR CENTER REFERRED TO IN
 GQ0194'THE DESCRIPTION IS NO LONGER IN USE.  THE CURRENT VISITOR CENTER
 GQ0194'(CANYON VIEW CENTER) IS LOCATED NEAR MATHER POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0853 ***********************************************************************
 EU0853  DESIGNATION -  T 484
 EU0853  PID         -  EU0853
 EU0853  STATE/COUNTY-  AZ/MOHAVE
 EU0853  USGS QUAD   -  YUCCA NW (1970)
 EU0853
 EU0853                         *CURRENT SURVEY CONTROL
 EU0853  ___________________________________________________________________
 EU0853* NAD 83(1986)-  34 54 53.     (N)    114 09 10.     (W)     SCALED    
 EU0853* NAVD 88     -       603.206  (meters)    1979.02   (feet)  ADJUSTED  
 EU0853  ___________________________________________________________________
 EU0853  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 EU0853  DYNAMIC HT  -         602.531 (meters)    1976.80  (feet)  COMP
 EU0853  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 EU0853  OBS GRAVITY -     979,493.0   (mgal)                       GRAV_OBS
 EU0853
 EU0853  VERT ORDER  -  FIRST     CLASS II
 EU0853
 EU0853.The horizontal coordinates were scaled from a topographic map and have
 EU0853.an estimated accuracy of +/- 6 seconds.
 EU0853
 EU0853.The orthometric height was determined by differential leveling
 EU0853.and adjusted in June 1991.
 EU0853
 EU0853.The geoid height was determined by GEOID03.
 EU0853
 EU0853.The dynamic height is computed by dividing the NAVD 88
 EU0853.geopotential number by the normal gravity value computed on the
 EU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0853.degrees latitude (g = 980.6199 gals.).
 EU0853
 EU0853.The modeled gravity was interpolated from observed gravity values.
 EU0853.The observed gravity was obtained from relative gravimeter ties
 EU0853.to the IGSN71 gravity network.
 EU0853
 EU0853;                    North         East    Units  Estimated Accuracy
 EU0853;SPC AZ W     -   434,200.      176,560.      MT  (+/- 180 meters Scaled)
 EU0853
 EU0853                          SUPERSEDED SURVEY CONTROL
 EU0853
 EU0853.No superseded survey control is available for this station.
 EU0853
 EU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU601672(NAD 83)
 EU0853_MARKER: DB = BENCH MARK DISK
 EU0853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0853_SP_SET: PIER
 EU0853_STAMPING: T 484 1981
 EU0853_MARK LOGO: NGS   
 EU0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0853
 EU0853  HISTORY     - Date     Condition        Report By
 EU0853  HISTORY     - 1981     MONUMENTED       NGS
 EU0853
 EU0853                          STATION DESCRIPTION
 EU0853
 EU0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0853'5.8 KM (3.6 MI) NE FROM YUCCA.
 EU0853'5.8 KM (3.6 MI) NORTHEAST ALONG THE EAST BOUND LANES OF INTERSTATE
 EU0853'HIGHWAY 40 FROM THE ALAMO ROAD OVERPASS IN YUCCA, AT THE OLD TRAILS
 EU0853'ROAD OVERPASS, SET VERTICALLY IN THE EAST FACE OF THE CENTER PIER,
 EU0853'15.8 METERS (52 FT) WEST OF THE EAST BOUND LANES, 2.1 METERS (6.8 FT)
 EU0853'NORTH OF THE SOUTH EDGE AND 1.8 METERS (6.3 FT) SOUTH OF THE NORTH
 EU0853'EDGE OF THE PIER, 1.5 METERS (5 FT) ABOVE THE GROUND.
 EU0853'THE MARK IS 0.3 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0960 ***********************************************************************
 FS0960  DESIGNATION -  T 485
 FS0960  PID         -  FS0960
 FS0960  STATE/COUNTY-  AZ/MOHAVE
 FS0960  USGS QUAD   -  MOUNT WILSON (1989)
 FS0960
 FS0960                         *CURRENT SURVEY CONTROL
 FS0960  ___________________________________________________________________
 FS0960* NAD 83(1986)-  35 52 42.     (N)    114 36 47.     (W)     SCALED    
 FS0960* NAVD 88     -       562.899  (meters)    1846.78   (feet)  ADJUSTED  
 FS0960  ___________________________________________________________________
 FS0960  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0960  DYNAMIC HT  -         562.330 (meters)    1844.91  (feet)  COMP
 FS0960  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 FS0960
 FS0960  VERT ORDER  -  FIRST     CLASS II
 FS0960
 FS0960.The horizontal coordinates were scaled from a topographic map and have
 FS0960.an estimated accuracy of +/- 6 seconds.
 FS0960
 FS0960.The orthometric height was determined by differential leveling
 FS0960.and adjusted in June 1991.
 FS0960
 FS0960.The geoid height was determined by GEOID03.
 FS0960
 FS0960.The dynamic height is computed by dividing the NAVD 88
 FS0960.geopotential number by the normal gravity value computed on the
 FS0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0960.degrees latitude (g = 980.6199 gals.).
 FS0960
 FS0960.The modeled gravity was interpolated from observed gravity values.
 FS0960
 FS0960;                    North         East    Units  Estimated Accuracy
 FS0960;SPC AZ W     -   541,380.      135,430.      MT  (+/- 180 meters Scaled)
 FS0960
 FS0960                          SUPERSEDED SURVEY CONTROL
 FS0960
 FS0960.No superseded survey control is available for this station.
 FS0960
 FS0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV154730(NAD 83)
 FS0960_MARKER: DB = BENCH MARK DISK
 FS0960_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0960_SP_SET: HEADWALL
 FS0960_STAMPING: T 485 1981
 FS0960_MARK LOGO: NGS   
 FS0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0960+STABILITY: SURFACE MOTION
 FS0960
 FS0960  HISTORY     - Date     Condition        Report By
 FS0960  HISTORY     - 1981     MONUMENTED       NGS
 FS0960
 FS0960                          STATION DESCRIPTION
 FS0960
 FS0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0960'21.1 KM (13.1 MI) SE FROM HOOVER DAM.
 FS0960'21.1 KM (13.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0960'OF HOOVER DAM, IN TOP AND 15 CM (5.5 INCHES) SOUTHEAST OF THE
 FS0960'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 8 BY 21 FOOT BOX CULVERT,
 FS0960'45.1 METERS (148 FT) SOUTHEAST OF MILEPOST 13, 9.1 METERS (30 FT)
 FS0960'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0960'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0695 ***********************************************************************
 FR0695  DESIGNATION -  T 486
 FR0695  PID         -  FR0695
 FR0695  STATE/COUNTY-  AZ/MOHAVE
 FR0695  USGS QUAD   -  VALENTINE (1980)
 FR0695
 FR0695                         *CURRENT SURVEY CONTROL
 FR0695  ___________________________________________________________________
 FR0695* NAD 83(1986)-  35 22 42.     (N)    113 43 38.     (W)     SCALED    
 FR0695* NAVD 88     -      1080.125  (meters)    3543.71   (feet)  ADJUSTED  
 FR0695  ___________________________________________________________________
 FR0695  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FR0695  DYNAMIC HT  -        1078.832 (meters)    3539.47  (feet)  COMP
 FR0695  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 FR0695
 FR0695  VERT ORDER  -  FIRST     CLASS II
 FR0695
 FR0695.The horizontal coordinates were scaled from a topographic map and have
 FR0695.an estimated accuracy of +/- 6 seconds.
 FR0695
 FR0695.The orthometric height was determined by differential leveling
 FR0695.and adjusted in June 1991.
 FR0695
 FR0695.The geoid height was determined by GEOID03.
 FR0695
 FR0695.The dynamic height is computed by dividing the NAVD 88
 FR0695.geopotential number by the normal gravity value computed on the
 FR0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0695.degrees latitude (g = 980.6199 gals.).
 FR0695
 FR0695.The modeled gravity was interpolated from observed gravity values.
 FR0695
 FR0695;                    North         East    Units  Estimated Accuracy
 FR0695;SPC AZ W     -   485,560.      215,430.      MT  (+/- 180 meters Scaled)
 FR0695
 FR0695                          SUPERSEDED SURVEY CONTROL
 FR0695
 FR0695.No superseded survey control is available for this station.
 FR0695
 FR0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE522184(NAD 83)
 FR0695_MARKER: DB = BENCH MARK DISK
 FR0695_SETTING: 66 = SET IN ROCK OUTCROP
 FR0695_SP_SET: ROCK OUTCROP
 FR0695_STAMPING: T 486 1982
 FR0695_MARK LOGO: NGS   
 FR0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0695+STABILITY: POSITION/ELEVATION WELL
 FR0695
 FR0695  HISTORY     - Date     Condition        Report By
 FR0695  HISTORY     - 1982     MONUMENTED       NGS
 FR0695
 FR0695                          STATION DESCRIPTION
 FR0695
 FR0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0695'37.8 KM (23.5 MI) SW FROM PEACH SPRINGS.
 FR0695'37.8 KM (23.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0695'OFFICE AT PEACH SPRINGS, 0.4 KM (0.25 MILE) SOUTHEAST OF HIGHWAY
 FR0695'MILEPOST 80, 0.2 KM (0.1 MILE) SOUTHEAST OF A HIGHWAY BRIDGE, 24.0
 FR0695'METERS (79.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.0
 FR0695'METERS (79.0 FEET) NORTHEAST OF A FENCE CORNER POST, IN TOP AND 3.0
 FR0695'METERS (10.0 FEET) NORTHWEST OF THE SOUTHEAST EDGE OF A FLAT 10 BY 10
 FR0695'FOOT GRANITE OUTCROP ON THE NORTHWEST EDGE OF A LARGE GROUP OF
 FR0695'OUTCROP.
 FR0695'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 FR0695'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0721 ***********************************************************************
 FR0721  DESIGNATION -  T 487
 FR0721  PID         -  FR0721
 FR0721  STATE/COUNTY-  AZ/MOHAVE
 FR0721  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0721
 FR0721                         *CURRENT SURVEY CONTROL
 FR0721  ___________________________________________________________________
 FR0721* NAD 83(2007)-  35 31 38.05583(N)    113 25 59.42420(W)     ADJUSTED  
 FR0721* NAVD 88     -      1456.642  (meters)    4779.00   (feet)  ADJUSTED  
 FR0721  ___________________________________________________________________
 FR0721  EPOCH DATE  -        2007.00
 FR0721  X           -  -2,067,064.845 (meters)                     COMP
 FR0721  Y           -  -4,769,127.342 (meters)                     COMP
 FR0721  Z           -   3,686,459.142 (meters)                     COMP
 FR0721  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 FR0721  ELLIP HEIGHT-        1430.591 (meters)          (02/10/07) ADJUSTED
 FR0721  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0721  DYNAMIC HT  -        1454.817 (meters)    4773.01  (feet)  COMP
 FR0721
 FR0721  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0721  Type    PID    Designation                      North   East  Ellip
 FR0721  -------------------------------------------------------------------
 FR0721  NETWORK FR0721 T 487                             0.41   0.31   0.84
 FR0721  -------------------------------------------------------------------
 FR0721  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 FR0721
 FR0721  VERT ORDER  -  FIRST     CLASS II
 FR0721
 FR0721.The horizontal coordinates were established by GPS observations
 FR0721.and adjusted by the National Geodetic Survey in February 2007.
 FR0721
 FR0721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0721.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0721.The horizontal coordinates are valid at the epoch date displayed above.
 FR0721.The epoch date for horizontal control is a decimal equivalence
 FR0721.of Year/Month/Day.
 FR0721
 FR0721.The orthometric height was determined by differential leveling
 FR0721.and adjusted in June 1991.
 FR0721
 FR0721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0721
 FR0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0721
 FR0721.The ellipsoidal height was determined by GPS observations
 FR0721.and is referenced to NAD 83.
 FR0721
 FR0721.The geoid height was determined by GEOID03.
 FR0721
 FR0721.The dynamic height is computed by dividing the NAVD 88
 FR0721.geopotential number by the normal gravity value computed on the
 FR0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0721.degrees latitude (g = 980.6199 gals.).
 FR0721
 FR0721.The modeled gravity was interpolated from observed gravity values.
 FR0721
 FR0721;                    North         East     Units Scale Factor Converg.
 FR0721;SPC AZ W     -   502,125.876   242,093.911   MT  0.99994350   +0 11 02.8
 FR0721;SPC AZ W     - 1,647,394.61    794,271.36   iFT  0.99994350   +0 11 02.8
 FR0721;UTM  12      - 3,934,237.353   279,380.771   MT  1.00019984   -1 24 52.1
 FR0721
 FR0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0721!SPC AZ W     -   0.99977551  x   0.99994350  =   0.99971902
 FR0721!UTM  12      -   0.99977551  x   1.00019984  =   0.99997530
 FR0721
 FR0721                          SUPERSEDED SURVEY CONTROL
 FR0721
 FR0721  NAD 83(1992)-  35 31 38.05558(N)    113 25 59.42359(W) AD(       ) B
 FR0721  ELLIP H (08/22/05) 1430.594  (m)                       GP(       ) 3 1
 FR0721  NAVD 88 (08/22/05) 1456.64   (m)         4779.0    (f) LEVELING    3  
 FR0721
 FR0721.Superseded values are not recommended for survey control.
 FR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0721.See file dsdata.txt to determine how the superseded data were derived.
 FR0721
 FR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7938134237(NAD 83)
 FR0721_MARKER: DB = BENCH MARK DISK
 FR0721_SETTING: 66 = SET IN ROCK OUTCROP
 FR0721_SP_SET: ROCK OUTCROP
 FR0721_STAMPING: T 487 1982
 FR0721_MARK LOGO: NGS   
 FR0721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0721+STABILITY: POSITION/ELEVATION WELL
 FR0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0721+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0721
 FR0721  HISTORY     - Date     Condition        Report By
 FR0721  HISTORY     - 1982     MONUMENTED       NGS
 FR0721  HISTORY     - 20050401 GOOD             NGS
 FR0721
 FR0721                          STATION DESCRIPTION
 FR0721
 FR0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0721'0.6 KM (0.4 MI) SW FROM PEACH SPRINGS.
 FR0721'0.6 KM (0.4 MILE) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0721'AT PEACH SPRINGS, 0.16 KM (0.1 MILE) SOUTHWEST OF MILEPOST 103, 13.4
 FR0721'METERS (44.0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.6 METERS
 FR0721'(12.0 FEET) NORTH OF A 55 MPH HIGHWAY SIGN, 4.5 METERS (15.0 FEET)
 FR0721'SOUTHEAST OF A SMALL JUNIPER TREE, IN THE EXPOSSED PORTION OF OUTCROP
 FR0721'IN A LOW HIGHWAY CUT.
 FR0721'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FR0721'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FR0721
 FR0721                          STATION RECOVERY (2005)
 FR0721
 FR0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0721'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0755 ***********************************************************************
 FR0755  DESIGNATION -  T 488
 FR0755  PID         -  FR0755
 FR0755  STATE/COUNTY-  AZ/YAVAPAI
 FR0755  USGS QUAD   -  CROOKTON (1973)
 FR0755
 FR0755                         *CURRENT SURVEY CONTROL
 FR0755  ___________________________________________________________________
 FR0755* NAD 83(1986)-  35 16 48.     (N)    112 42 08.     (W)     SCALED    
 FR0755* NAVD 88     -      1769.275  (meters)    5804.70   (feet)  ADJUSTED  
 FR0755  ___________________________________________________________________
 FR0755  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 FR0755  DYNAMIC HT  -        1766.879 (meters)    5796.84  (feet)  COMP
 FR0755  MODELED GRAV-     979,216.8   (mgal)                       NAVD 88
 FR0755
 FR0755  VERT ORDER  -  FIRST     CLASS II
 FR0755
 FR0755.The horizontal coordinates were scaled from a topographic map and have
 FR0755.an estimated accuracy of +/- 6 seconds.
 FR0755
 FR0755.The orthometric height was determined by differential leveling
 FR0755.and adjusted in June 1991.
 FR0755
 FR0755.The geoid height was determined by GEOID03.
 FR0755
 FR0755.The dynamic height is computed by dividing the NAVD 88
 FR0755.geopotential number by the normal gravity value computed on the
 FR0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0755.degrees latitude (g = 980.6199 gals.).
 FR0755
 FR0755.The modeled gravity was interpolated from observed gravity values.
 FR0755
 FR0755;                    North         East    Units  Estimated Accuracy
 FR0755;SPC AZ C     -   474,920.      141,900.      MT  (+/- 180 meters Scaled)
 FR0755
 FR0755                          SUPERSEDED SURVEY CONTROL
 FR0755
 FR0755.No superseded survey control is available for this station.
 FR0755
 FR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE451054(NAD 83)
 FR0755_MARKER: DB = BENCH MARK DISK
 FR0755_SETTING: 66 = SET IN ROCK OUTCROP
 FR0755_SP_SET: ROCK OUTCROP
 FR0755_STAMPING: T 488 1982
 FR0755_MARK LOGO: NGS   
 FR0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0755+STABILITY: POSITION/ELEVATION WELL
 FR0755
 FR0755  HISTORY     - Date     Condition        Report By
 FR0755  HISTORY     - 1982     MONUMENTED       NGS
 FR0755
 FR0755                          STATION DESCRIPTION
 FR0755
 FR0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0755'17.0 KM (10.6 MI) EAST FROM SELIGMAN.
 FR0755'17.0 KM (10.6 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0755'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF A MASSIVE
 FR0755'VOLCANIC OUTCROP PROJECTING 6-INCHES OUT OF THE EAST END OF A HIGHWAY
 FR0755'CUT, 0.2 KM (0.1 MI) EAST OF A SUMMIT, 27.4 METERS (90 FT) WEST OF THE
 FR0755'CENTER OF A TRACK ROAD LEADING NORTH, 8.2 METERS (27 FT) NORTH OF THE
 FR0755'CENTERLINE OF THE HIGHWAY, 6 METERS (20 FT) WEST OF THE EAST END OF
 FR0755'THE HIGHWAY CUT, 1.5 METERS (5 FT) SOUTH OF THE TOP OF THE CUT BANK.
 FR0755'THE MARK IS 3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0781 ***********************************************************************
 FR0781  DESIGNATION -  T 489
 FR0781  PID         -  FR0781
 FR0781  STATE/COUNTY-  AZ/COCONINO
 FR0781  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0781
 FR0781                         *CURRENT SURVEY CONTROL
 FR0781  ___________________________________________________________________
 FR0781* NAD 83(1986)-  35 15 34.     (N)    112 09 09.     (W)     SCALED    
 FR0781* NAVD 88     -      2108.416  (meters)    6917.36   (feet)  ADJUSTED  
 FR0781  ___________________________________________________________________
 FR0781  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FR0781  DYNAMIC HT  -        2105.451 (meters)    6907.63  (feet)  COMP
 FR0781  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 FR0781
 FR0781  VERT ORDER  -  FIRST     CLASS II
 FR0781
 FR0781.The horizontal coordinates were scaled from a topographic map and have
 FR0781.an estimated accuracy of +/- 6 seconds.
 FR0781
 FR0781.The orthometric height was determined by differential leveling
 FR0781.and adjusted in June 1991.
 FR0781
 FR0781.The geoid height was determined by GEOID03.
 FR0781
 FR0781.The dynamic height is computed by dividing the NAVD 88
 FR0781.geopotential number by the normal gravity value computed on the
 FR0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0781.degrees latitude (g = 980.6199 gals.).
 FR0781
 FR0781.The modeled gravity was interpolated from observed gravity values.
 FR0781
 FR0781;                    North         East    Units  Estimated Accuracy
 FR0781;SPC AZ C     -   472,380.      191,900.      MT  (+/- 180 meters Scaled)
 FR0781
 FR0781                          SUPERSEDED SURVEY CONTROL
 FR0781
 FR0781.No superseded survey control is available for this station.
 FR0781
 FR0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE951024(NAD 83)
 FR0781_MARKER: DB = BENCH MARK DISK
 FR0781_SETTING: 66 = SET IN ROCK OUTCROP
 FR0781_SP_SET: ROCK OUTCROP
 FR0781_STAMPING: T 489 1982
 FR0781_MARK LOGO: NGS   
 FR0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0781+STABILITY: POSITION/ELEVATION WELL
 FR0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0781+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0781
 FR0781  HISTORY     - Date     Condition        Report By
 FR0781  HISTORY     - 1982     MONUMENTED       NGS
 FR0781  HISTORY     - 20000715 GOOD             AZDT
 FR0781
 FR0781                          STATION DESCRIPTION
 FR0781
 FR0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0781'4.0 KM (2.5 MI) EAST FROM WILLIAMS.
 FR0781'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0781'AND SANTA FE RAILROAD STATION IN WILLIAMS, 0.2 KM (0.1 MI) SOUTH OF
 FR0781'THE INTERSTATE HIGHWAY 40 OVERPASS OVER STATE ROUTE 64 LEADING NORTH
 FR0781'TO GRAND CANYON, IN THE TOP OF A 2 BY 3 FOOT EXPOSSED PORTION OF A
 FR0781'MASSIVE VOLCANIC OUTCROP PROJECTING 6-INCHES ABOVE THE BOTTOM OF A
 FR0781'DRAINAGE RUNOFF DITCH, 95.9 METERS (315 FT) SOUTH OF THE CENTERLINE OF
 FR0781'THE EAST BOUND ON RAMP, 20.1 METERS (66 FT) EAST OF THE CENTERLINE US
 FR0781'HIGHWAY 66 AND THE EXIT CENTERLINE 64 LEADING NORTH, 11.8 METERS (39
 FR0781'FT) WEST OF RIGHT-OF-WAY MARKER SC3033+86.60, 8.2 METERS (27 FT)
 FR0781'NORTHWEST OF THE NORTHWEST CORNER OF A STEEL METER BOX, 7.3 METERS (24
 FR0781'FT) NORTHEAST OF AN ELECTRIC ACCESS COVER.
 FR0781'THE MARK IS 0.1 METERS  E FROM A WITNESS POST.
 FR0781'THE MARK IS 2 M BELOW THE HIGHWAY.
 FR0781
 FR0781                          STATION RECOVERY (2000)
 FR0781
 FR0781'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0057 ***********************************************************************
 GP0057  DESIGNATION -  T 49
 GP0057  PID         -  GP0057
 GP0057  STATE/COUNTY-  AZ/COCONINO
 GP0057  USGS QUAD   -  COW SPRINGS (1970)
 GP0057
 GP0057                         *CURRENT SURVEY CONTROL
 GP0057  ___________________________________________________________________
 GP0057* NAD 83(1986)-  36 23 38.     (N)    110 52 09.     (W)     SCALED    
 GP0057* NAVD 88     -      1740.989  (meters)    5711.89   (feet)  ADJUSTED  
 GP0057  ___________________________________________________________________
 GP0057  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 GP0057  DYNAMIC HT  -        1738.812 (meters)    5704.75  (feet)  COMP
 GP0057  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 GP0057
 GP0057  VERT ORDER  -  FIRST     CLASS II
 GP0057
 GP0057.The horizontal coordinates were scaled from a topographic map and have
 GP0057.an estimated accuracy of +/- 6 seconds.
 GP0057
 GP0057.The orthometric height was determined by differential leveling
 GP0057.and adjusted in June 1991.
 GP0057
 GP0057.The geoid height was determined by GEOID03.
 GP0057
 GP0057.The dynamic height is computed by dividing the NAVD 88
 GP0057.geopotential number by the normal gravity value computed on the
 GP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0057.degrees latitude (g = 980.6199 gals.).
 GP0057
 GP0057.The modeled gravity was interpolated from observed gravity values.
 GP0057
 GP0057;                    North         East    Units  Estimated Accuracy
 GP0057;SPC AZ C     -   598,730.      307,330.      MT  (+/- 180 meters Scaled)
 GP0057
 GP0057                          SUPERSEDED SURVEY CONTROL
 GP0057
 GP0057  NGVD 29 (??/??/92) 1740.019  (m)         5708.71   (f) ADJ UNCH    1 2
 GP0057
 GP0057.Superseded values are not recommended for survey control.
 GP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0057.See file dsdata.txt to determine how the superseded data were derived.
 GP0057
 GP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF117276(NAD 83)
 GP0057_MARKER: DB = BENCH MARK DISK
 GP0057_SETTING: 0 = UNSPECIFIED SETTING
 GP0057_STAMPING: T 49 1934
 GP0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0057
 GP0057  HISTORY     - Date     Condition        Report By
 GP0057  HISTORY     - 1934     MONUMENTED       CGS
 GP0057  HISTORY     - 1970     GOOD             USGS
 GP0057  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0057
 GP0057                          STATION DESCRIPTION
 GP0057
 GP0057'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0057'7.0 MI NE FROM TONALEA.
 GP0057'7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 164 FROM TONALEA, COCONINO
 GP0057'COUNTY, 0.7 MILE NORTHEAST ALONG U.S. HWY. 164 FROM COW SPRINGS WAS
 GP0057'BRIDGE, TURN SHARP RIGHT ON TO THE UNUSED TUBA CITY-KAYENTA DIRT ROAD,
 GP0057'THENCE 1/4 MILE TO MARK ON TOP OF A SANDY RIDGE 35 FEET NORTHWEST OF
 GP0057'CENTERLINE.
 GP0057
 GP0057                          STATION RECOVERY (1983)
 GP0057
 GP0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0388 ***********************************************************************
 FQ0388  DESIGNATION -  T 490
 FQ0388  PID         -  FQ0388
 FQ0388  STATE/COUNTY-  AZ/COCONINO
 FQ0388  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0388
 FQ0388                         *CURRENT SURVEY CONTROL
 FQ0388  ___________________________________________________________________
 FQ0388* NAD 83(1986)-  35 11 37.     (N)    111 44 09.     (W)     SCALED    
 FQ0388* NAVD 88     -      2225.559  (meters)    7301.69   (feet)  ADJUSTED  
 FQ0388  ___________________________________________________________________
 FQ0388  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 FQ0388  DYNAMIC HT  -        2222.380 (meters)    7291.26  (feet)  COMP
 FQ0388  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 FQ0388
 FQ0388  VERT ORDER  -  FIRST     CLASS II
 FQ0388
 FQ0388.The horizontal coordinates were scaled from a topographic map and have
 FQ0388.an estimated accuracy of +/- 6 seconds.
 FQ0388
 FQ0388.The orthometric height was determined by differential leveling
 FQ0388.and adjusted in June 1991.
 FQ0388
 FQ0388.The geoid height was determined by GEOID03.
 FQ0388
 FQ0388.The dynamic height is computed by dividing the NAVD 88
 FQ0388.geopotential number by the normal gravity value computed on the
 FQ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0388.degrees latitude (g = 980.6199 gals.).
 FQ0388
 FQ0388.The modeled gravity was interpolated from observed gravity values.
 FQ0388
 FQ0388;                    North         East    Units  Estimated Accuracy
 FQ0388;SPC AZ C     -   465,070.      229,830.      MT  (+/- 180 meters Scaled)
 FQ0388
 FQ0388                          SUPERSEDED SURVEY CONTROL
 FQ0388
 FQ0388.No superseded survey control is available for this station.
 FQ0388
 FQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD330947(NAD 83)
 FQ0388_MARKER: DB = BENCH MARK DISK
 FQ0388_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0388_SP_SET: ROCK OUTCROP
 FQ0388_STAMPING: T 490 1982
 FQ0388_MARK LOGO: NGS   
 FQ0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0388+STABILITY: POSITION/ELEVATION WELL
 FQ0388
 FQ0388  HISTORY     - Date     Condition        Report By
 FQ0388  HISTORY     - 1982     MONUMENTED       NGS
 FQ0388  HISTORY     - 1982     GOOD             NGS
 FQ0388  HISTORY     - 1982     GOOD             NGS
 FQ0388  HISTORY     - 1983     GOOD             NGS
 FQ0388
 FQ0388                          STATION DESCRIPTION
 FQ0388
 FQ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0388'7.1 KM (4.4 MI) WEST FROM FLAGSTAFF.
 FQ0388'7.1 KM (4.4 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0388'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, AT MILEPOST 191, 0.05 MILE
 FQ0388'SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER THE ATCHISON, TOPEKA
 FQ0388'AND SANTA FE RAILROAD, AT THE NORTHWEST END OF A HIGHWAY CUT, IN TOP
 FQ0388'OF A 8 BY 10 FOOT EXPOSSED PORTION OF A MASSIVE VOLCANIC OUTCROP
 FQ0388'PROJECTING 2 FEET ABOVE THE TOP OF THE CUT, 103.7 METERS (345 FT)
 FQ0388'SOUTHEAST OF THE SOUTH CORNER OF THE EAST BOUND TRAFFIC LANES BRIDGE,
 FQ0388'22.8 METERS (75 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 FQ0388'TRAFFIC LANES, 22.8 METERS (75 FT) SOUTHEAST OF A SIGN READING GAS
 FQ0388'FOOD LODGING NEXT 4 EXITS, 10.9 METERS (36 FT) NORTHEAST OF THE RIGHT
 FQ0388'OF WAY FENCE.
 FQ0388'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FQ0388'THE MARK IS 4 M ABOVE THE HIGHWAY.
 FQ0388
 FQ0388                          STATION RECOVERY (1982)
 FQ0388
 FQ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0388'RECOVERED IN GOOD CONDITION.
 FQ0388
 FQ0388                          STATION RECOVERY (1982)
 FQ0388
 FQ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0388'RECOVERED IN GOOD CONDITION.
 FQ0388
 FQ0388                          STATION RECOVERY (1983)
 FQ0388
 FQ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0646 ***********************************************************************
 ES0646  DESIGNATION -  T 491
 ES0646  PID         -  ES0646
 ES0646  STATE/COUNTY-  AZ/COCONINO
 ES0646  USGS QUAD   -  MUNDS PARK (1974)
 ES0646
 ES0646                         *CURRENT SURVEY CONTROL
 ES0646  ___________________________________________________________________
 ES0646* NAD 83(1986)-  34 55 46.     (N)    111 44 26.     (W)     SCALED    
 ES0646* NAVD 88     -      1450.890  (meters)    4760.13   (feet)  ADJUSTED  
 ES0646  ___________________________________________________________________
 ES0646  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0646  DYNAMIC HT  -        1448.977 (meters)    4753.85  (feet)  COMP
 ES0646  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 ES0646
 ES0646  VERT ORDER  -  FIRST     CLASS II
 ES0646
 ES0646.The horizontal coordinates were scaled from a topographic map and have
 ES0646.an estimated accuracy of +/- 6 seconds.
 ES0646
 ES0646.The orthometric height was determined by differential leveling
 ES0646.and adjusted in June 1991.
 ES0646
 ES0646.The geoid height was determined by GEOID03.
 ES0646
 ES0646.The dynamic height is computed by dividing the NAVD 88
 ES0646.geopotential number by the normal gravity value computed on the
 ES0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0646.degrees latitude (g = 980.6199 gals.).
 ES0646
 ES0646.The modeled gravity was interpolated from observed gravity values.
 ES0646
 ES0646;                    North         East    Units  Estimated Accuracy
 ES0646;SPC AZ C     -   435,760.      229,450.      MT  (+/- 180 meters Scaled)
 ES0646
 ES0646                          SUPERSEDED SURVEY CONTROL
 ES0646
 ES0646.No superseded survey control is available for this station.
 ES0646
 ES0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD323654(NAD 83)
 ES0646_MARKER: DB = BENCH MARK DISK
 ES0646_SETTING: 66 = SET IN ROCK OUTCROP
 ES0646_SP_SET: ROCK OUTCROP
 ES0646_STAMPING: T 491 1982
 ES0646_MARK LOGO: NGS   
 ES0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0646+STABILITY: POSITION/ELEVATION WELL
 ES0646
 ES0646  HISTORY     - Date     Condition        Report By
 ES0646  HISTORY     - 1982     MONUMENTED       NGS
 ES0646
 ES0646                          STATION DESCRIPTION
 ES0646
 ES0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0646'9.3 KM (5.8 MI) NORTH FROM SEDONA.
 ES0646'9.3 KM (5.8 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0646'OFFICE IN SEDONA, IN TOP OF THE NORTH END AND AT THE BASE OF A HIGH
 ES0646'SANDSTONE CUT, AT A DRIVEWAY LEADING EAST ACROSS THE CREEK, 0.15 KM
 ES0646'(0.1 MI) SOUTH OF MILEPOST 380, 6.4 METERS (21.0 FT) WEST OF THE
 ES0646'HIGHWAY CENTERLINE, 54.8 METERS (180.0 FT) NORTH OF THE EXTENDED
 ES0646'CENTERLINE OF THE DRIVEWAY, 91.4 METERS (300.0 FT) SOUTH OF THE SOUTH
 ES0646'END OF A STEEL GUARD RAIL AND A 24 INCH CORRUGATED METAL PIPE CULVERT
 ES0646'WITH A HEADWALL.
 ES0646'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0646'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0468 ***********************************************************************
 FQ0468  DESIGNATION -  T 492
 FQ0468  PID         -  FQ0468
 FQ0468  STATE/COUNTY-  AZ/COCONINO
 FQ0468  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0468
 FQ0468                         *CURRENT SURVEY CONTROL
 FQ0468  ___________________________________________________________________
 FQ0468* NAD 83(1986)-  35 21 25.     (N)    111 34 14.     (W)     SCALED    
 FQ0468* NAVD 88     -      2207.151  (meters)    7241.29   (feet)  ADJUSTED  
 FQ0468  ___________________________________________________________________
 FQ0468  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FQ0468  DYNAMIC HT  -        2204.018 (meters)    7231.02  (feet)  COMP
 FQ0468  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 FQ0468
 FQ0468  VERT ORDER  -  FIRST     CLASS II
 FQ0468
 FQ0468.The horizontal coordinates were scaled from a topographic map and have
 FQ0468.an estimated accuracy of +/- 6 seconds.
 FQ0468
 FQ0468.The orthometric height was determined by differential leveling
 FQ0468.and adjusted in June 1991.
 FQ0468
 FQ0468.The geoid height was determined by GEOID03.
 FQ0468
 FQ0468.The dynamic height is computed by dividing the NAVD 88
 FQ0468.geopotential number by the normal gravity value computed on the
 FQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0468.degrees latitude (g = 980.6199 gals.).
 FQ0468
 FQ0468.The modeled gravity was interpolated from observed gravity values.
 FQ0468
 FQ0468;                    North         East    Units  Estimated Accuracy
 FQ0468;SPC AZ C     -   483,230.      244,820.      MT  (+/- 180 meters Scaled)
 FQ0468
 FQ0468                          SUPERSEDED SURVEY CONTROL
 FQ0468
 FQ0468.No superseded survey control is available for this station.
 FQ0468
 FQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE481127(NAD 83)
 FQ0468_MARKER: DB = BENCH MARK DISK
 FQ0468_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0468_SP_SET: ROCK OUTCROP
 FQ0468_STAMPING: T 492 1982
 FQ0468_MARK LOGO: NGS   
 FQ0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0468+STABILITY: POSITION/ELEVATION WELL
 FQ0468
 FQ0468  HISTORY     - Date     Condition        Report By
 FQ0468  HISTORY     - 1982     MONUMENTED       NGS
 FQ0468
 FQ0468                          STATION DESCRIPTION
 FQ0468
 FQ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0468'27.8 KM (17.3 MI) NORTH FROM FLAGSTAFF.
 FQ0468'27.8 KM (17.3 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0468'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE NORTH END OF A HIGH
 FQ0468'ROCKY CUT, IN TOP OF A PORTION OF OUTCROP, 9.7 METERS (32 FT) WEST OF
 FQ0468'THE HIGHWAY CENTERLINE, 22.8 METERS (75 FT) SOUTH OF THE SOUTH END OF
 FQ0468'A HEADWALL, 12.1 METERS (40 FT) EAST OF A FENCE.
 FQ0468'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0468'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0673 ***********************************************************************
 ES0673  DESIGNATION -  T 493
 ES0673  PID         -  ES0673
 ES0673  STATE/COUNTY-  AZ/YAVAPAI
 ES0673  USGS QUAD   -  CORNVILLE (1968)
 ES0673
 ES0673                         *CURRENT SURVEY CONTROL
 ES0673  ___________________________________________________________________
 ES0673* NAD 83(1986)-  34 40 02.     (N)    111 58 11.     (W)     SCALED    
 ES0673* NAVD 88     -      1029.650  (meters)    3378.11   (feet)  ADJUSTED  
 ES0673  ___________________________________________________________________
 ES0673  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ES0673  DYNAMIC HT  -        1028.350 (meters)    3373.84  (feet)  COMP
 ES0673  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 ES0673
 ES0673  VERT ORDER  -  FIRST     CLASS II
 ES0673
 ES0673.The horizontal coordinates were scaled from a topographic map and have
 ES0673.an estimated accuracy of +/- 6 seconds.
 ES0673
 ES0673.The orthometric height was determined by differential leveling
 ES0673.and adjusted in June 1991.
 ES0673
 ES0673.The geoid height was determined by GEOID03.
 ES0673
 ES0673.The dynamic height is computed by dividing the NAVD 88
 ES0673.geopotential number by the normal gravity value computed on the
 ES0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0673.degrees latitude (g = 980.6199 gals.).
 ES0673
 ES0673.The modeled gravity was interpolated from observed gravity values.
 ES0673
 ES0673;                    North         East    Units  Estimated Accuracy
 ES0673;SPC AZ C     -   406,660.      208,500.      MT  (+/- 180 meters Scaled)
 ES0673
 ES0673                          SUPERSEDED SURVEY CONTROL
 ES0673
 ES0673.No superseded survey control is available for this station.
 ES0673
 ES0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD111365(NAD 83)
 ES0673_MARKER: DB = BENCH MARK DISK
 ES0673_SETTING: 66 = SET IN ROCK OUTCROP
 ES0673_SP_SET: ROCK OUTCROP
 ES0673_STAMPING: T 493 1982
 ES0673_MARK LOGO: NGS   
 ES0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0673+STABILITY: POSITION/ELEVATION WELL
 ES0673
 ES0673  HISTORY     - Date     Condition        Report By
 ES0673  HISTORY     - 1982     MONUMENTED       NGS
 ES0673  HISTORY     - 19950426 GOOD             USPSQD
 ES0673
 ES0673                          STATION DESCRIPTION
 ES0673
 ES0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0673'6.8 KM (4.2 MI) SE FROM COTTONWOOD.
 ES0673'6.8 KM (4.2 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF
 ES0673'US HIGHWAY 89 ALTERNATE IN COTTONWOOD, IN TOP OF A LEDGE OF LIMESTONE
 ES0673'OUTCROP OVERLOOKING THE EAST BANK OF WILBUR CANYON, 0.1 KM (0.05 MI)
 ES0673'SOUTHEAST OF A BRIDGE OVER WILBUR CANYON, 0.5 KM (0.3 MI) NORTHWEST OF
 ES0673'MILEPOST 395, 21.3 METERS (70 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 ES0673'91.4 METERS (300 FT) SOUTHEAST OF THE SOUTH CORNER OF THE BRIDGE, 18.2
 ES0673'METERS (60 FT) WEST OF THE NORTHWEST END OF A STEEL GUARD RAIL, 1.8
 ES0673'METERS (6 FT) NORTHEAST OF A DROP OFF TO A WASH.
 ES0673'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 ES0673'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0673
 ES0673                          STATION RECOVERY (1995)
 ES0673
 ES0673'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0697 ***********************************************************************
 ES0697  DESIGNATION -  T 494
 ES0697  PID         -  ES0697
 ES0697  STATE/COUNTY-  AZ/YAVAPAI
 ES0697  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0697
 ES0697                         *CURRENT SURVEY CONTROL
 ES0697  ___________________________________________________________________
 ES0697* NAD 83(1986)-  34 27 03.     (N)    111 41 44.     (W)     SCALED    
 ES0697* NAVD 88     -      1200.148  (meters)    3937.49   (feet)  ADJUSTED  
 ES0697  ___________________________________________________________________
 ES0697  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 ES0697  DYNAMIC HT  -        1198.577 (meters)    3932.33  (feet)  COMP
 ES0697  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 ES0697
 ES0697  VERT ORDER  -  FIRST     CLASS II
 ES0697
 ES0697.The horizontal coordinates were scaled from a topographic map and have
 ES0697.an estimated accuracy of +/- 6 seconds.
 ES0697
 ES0697.The orthometric height was determined by differential leveling
 ES0697.and adjusted in June 1991.
 ES0697
 ES0697.The geoid height was determined by GEOID03.
 ES0697
 ES0697.The dynamic height is computed by dividing the NAVD 88
 ES0697.geopotential number by the normal gravity value computed on the
 ES0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0697.degrees latitude (g = 980.6199 gals.).
 ES0697
 ES0697.The modeled gravity was interpolated from observed gravity values.
 ES0697
 ES0697;                    North         East    Units  Estimated Accuracy
 ES0697;SPC AZ C     -   382,680.      233,680.      MT  (+/- 180 meters Scaled)
 ES0697
 ES0697                          SUPERSEDED SURVEY CONTROL
 ES0697
 ES0697.No superseded survey control is available for this station.
 ES0697
 ES0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD361123(NAD 83)
 ES0697_MARKER: DB = BENCH MARK DISK
 ES0697_SETTING: 80 = SET IN A BOULDER
 ES0697_SP_SET: BOULDER
 ES0697_STAMPING: T 494 1982
 ES0697_MARK LOGO: NGS   
 ES0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0697+STABILITY: SURFACE MOTION
 ES0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0697+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0697
 ES0697  HISTORY     - Date     Condition        Report By
 ES0697  HISTORY     - 1982     MONUMENTED       NGS
 ES0697  HISTORY     - 20080725 GOOD             GEOCAC
 ES0697
 ES0697                          STATION DESCRIPTION
 ES0697
 ES0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0697'24.5 KM (15.2 MI) SE FROM CAMP VERDE.
 ES0697'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0697'OFFICE IN CAMP VERDE, THENCE 11.7 KM (7.3 MI) SOUTHEAST ALONG FOSSIL
 ES0697'CREEK ROAD, IN TOP OF A 6 BY 6 FOOT PORTION OF A LARGE EMBEDDED
 ES0697'BOULDER OVERLOOKING A GRASSY SLOPE WITH A MASSIVE BOULDER AT ITS
 ES0697'BOTTOM, 8.5 METERS (28 FT) SOUTH OF THE ROAD CENTERLINE.
 ES0697'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0697'THE MARK IS 1.5 M BELOW THE ROAD.
 ES0697
 ES0697                          STATION RECOVERY (2008)
 ES0697
 ES0697'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0697'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0697'34 27 04.2 (N)   111 41 43.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0709 ***********************************************************************
 ES0709  DESIGNATION -  T 495
 ES0709  PID         -  ES0709
 ES0709  STATE/COUNTY-  AZ/GILA
 ES0709  USGS QUAD   -  STRAWBERRY (1967)
 ES0709
 ES0709                         *CURRENT SURVEY CONTROL
 ES0709  ___________________________________________________________________
 ES0709* NAD 83(1986)-  34 24 18.     (N)    111 36 52.     (W)     SCALED    
 ES0709* NAVD 88     -      1162.857  (meters)    3815.14   (feet)  ADJUSTED  
 ES0709  ___________________________________________________________________
 ES0709  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 ES0709  DYNAMIC HT  -        1161.320 (meters)    3810.10  (feet)  COMP
 ES0709  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 ES0709
 ES0709  VERT ORDER  -  FIRST     CLASS II
 ES0709
 ES0709.The horizontal coordinates were scaled from a topographic map and have
 ES0709.an estimated accuracy of +/- 6 seconds.
 ES0709
 ES0709.The orthometric height was determined by differential leveling
 ES0709.and adjusted in June 1991.
 ES0709
 ES0709.The geoid height was determined by GEOID03.
 ES0709
 ES0709.The dynamic height is computed by dividing the NAVD 88
 ES0709.geopotential number by the normal gravity value computed on the
 ES0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0709.degrees latitude (g = 980.6199 gals.).
 ES0709
 ES0709.The modeled gravity was interpolated from observed gravity values.
 ES0709
 ES0709;                    North         East    Units  Estimated Accuracy
 ES0709;SPC AZ E     -   378,530.       80,250.      MT  (+/- 180 meters Scaled)
 ES0709
 ES0709                          SUPERSEDED SURVEY CONTROL
 ES0709
 ES0709.No superseded survey control is available for this station.
 ES0709
 ES0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD435072(NAD 83)
 ES0709_MARKER: DB = BENCH MARK DISK
 ES0709_SETTING: 80 = SET IN A BOULDER
 ES0709_SP_SET: BOULDER
 ES0709_STAMPING: T 495 1982
 ES0709_MARK LOGO: NGS   
 ES0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0709+STABILITY: SURFACE MOTION
 ES0709
 ES0709  HISTORY     - Date     Condition        Report By
 ES0709  HISTORY     - 1982     MONUMENTED       NGS
 ES0709
 ES0709                          STATION DESCRIPTION
 ES0709
 ES0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0709'20.2 KM (12.6 MI) NW FROM PINE.
 ES0709'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0709'IN PINE, THENCE 15.4 KM (9.6 MI) WEST ALONG FOSSIL CREEK ROAD, 0.5 KM
 ES0709'(0.3 MI) EAST OF THE IRVING POWER PLANT, IN TOP OF A 4 BY 6 FOOT
 ES0709'BOULDER PROJECTING 1 FOOT ABOVE THE LEVEL OF AN ABANDON FOUNDATION,
 ES0709'41.1 METERS (135 FT) NORTH OF THE ROAD CENTERLINE, 36.5 METERS (120
 ES0709'FT) EAST OF A TURNOUT AREA, 15.1 METERS (51 FT) SOUTHEAST OF A BOULDER
 ES0709'BEARING INDIAN PETROGLYPHS, 27.7 METERS (91 FT) NORTH OF A TELEPHONE
 ES0709'POLE.
 ES0709'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0709'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0746 ***********************************************************************
 ES0746  DESIGNATION -  T 496
 ES0746  PID         -  ES0746
 ES0746  STATE/COUNTY-  AZ/GILA
 ES0746  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0746
 ES0746                         *CURRENT SURVEY CONTROL
 ES0746  ___________________________________________________________________
 ES0746* NAD 83(1986)-  34 10 36.     (N)    111 20 18.     (W)     SCALED    
 ES0746* NAVD 88     -      1434.255  (meters)    4705.55   (feet)  ADJUSTED  
 ES0746  ___________________________________________________________________
 ES0746  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 ES0746  DYNAMIC HT  -        1432.332 (meters)    4699.24  (feet)  COMP
 ES0746  MODELED GRAV-     979,244.0   (mgal)                       NAVD 88
 ES0746  OBS GRAVITY -     979,242.9   (mgal)                       GRAV_OBS
 ES0746
 ES0746  VERT ORDER  -  FIRST     CLASS II
 ES0746
 ES0746.The horizontal coordinates were scaled from a topographic map and have
 ES0746.an estimated accuracy of +/- 6 seconds.
 ES0746
 ES0746.The orthometric height was determined by differential leveling
 ES0746.and adjusted in June 1991.
 ES0746
 ES0746.The geoid height was determined by GEOID03.
 ES0746
 ES0746.The dynamic height is computed by dividing the NAVD 88
 ES0746.geopotential number by the normal gravity value computed on the
 ES0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0746.degrees latitude (g = 980.6199 gals.).
 ES0746
 ES0746.The modeled gravity was interpolated from observed gravity values.
 ES0746.The observed gravity was obtained from relative gravimeter ties
 ES0746.to the IGSN71 gravity network.
 ES0746
 ES0746;                    North         East    Units  Estimated Accuracy
 ES0746;SPC AZ E     -   352,870.      105,350.      MT  (+/- 180 meters Scaled)
 ES0746
 ES0746                          SUPERSEDED SURVEY CONTROL
 ES0746
 ES0746.No superseded survey control is available for this station.
 ES0746
 ES0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC688817(NAD 83)
 ES0746_MARKER: DB = BENCH MARK DISK
 ES0746_SETTING: 80 = SET IN A BOULDER
 ES0746_SP_SET: BOULDER
 ES0746_STAMPING: T 496 1982
 ES0746_MARK LOGO: NGS   
 ES0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0746+STABILITY: SURFACE MOTION
 ES0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0746+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 ES0746
 ES0746  HISTORY     - Date     Condition        Report By
 ES0746  HISTORY     - 1982     MONUMENTED       NGS
 ES0746  HISTORY     - 20080608 GOOD             GEOCAC
 ES0746
 ES0746                          STATION DESCRIPTION
 ES0746
 ES0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0746'6.6 KM (4.1 MI) SOUTH FROM PAYSON.
 ES0746'6.6 KM (4.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0746'PAYSON, IN TOP OF THE HIGHEST POINT OF A 4 BY 4 FOOT GRANITE BOULDER
 ES0746'PROJECTING 2 FEET ABOVE THE GROUND, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 ES0746'248, 0.1 KM (0.05 MI) NORTH OF THE T JUNCTION OF A DIRT ROAD LEADING
 ES0746'WEST, 17.4 METERS (57 FT) WEST OF THE SOUTH BOUND CENTERLINE, 5.0
 ES0746'METERS (16 FT) EAST OF THE CENTER OF A SMALL WASH, 37.5 METERS (123
 ES0746'FT) NORTH OF THE WEST END OF A 24 INCH CORRUGATED METAL PIPE CULVERT.
 ES0746'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0746'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 ES0746
 ES0746                          STATION RECOVERY (2008)
 ES0746
 ES0746'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0746'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ES0746'10.626' W111 20.287'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1613 ***********************************************************************
 DU1613  DESIGNATION -  T 497
 DU1613  PID         -  DU1613
 DU1613  STATE/COUNTY-  AZ/GILA
 DU1613  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1613
 DU1613                         *CURRENT SURVEY CONTROL
 DU1613  ___________________________________________________________________
 DU1613* NAD 83(1986)-  33 53 34.     (N)    111 18 37.     (W)     SCALED    
 DU1613* NAVD 88     -       732.449  (meters)    2403.04   (feet)  ADJUSTED  
 DU1613  ___________________________________________________________________
 DU1613  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DU1613  DYNAMIC HT  -         731.509 (meters)    2399.96  (feet)  COMP
 DU1613  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 DU1613  OBS GRAVITY -     979,336.4   (mgal)                       GRAV_OBS
 DU1613
 DU1613  VERT ORDER  -  FIRST     CLASS II
 DU1613
 DU1613.The horizontal coordinates were scaled from a topographic map and have
 DU1613.an estimated accuracy of +/- 6 seconds.
 DU1613
 DU1613.The orthometric height was determined by differential leveling
 DU1613.and adjusted in June 1991.
 DU1613
 DU1613.The geoid height was determined by GEOID03.
 DU1613
 DU1613.The dynamic height is computed by dividing the NAVD 88
 DU1613.geopotential number by the normal gravity value computed on the
 DU1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1613.degrees latitude (g = 980.6199 gals.).
 DU1613
 DU1613.The modeled gravity was interpolated from observed gravity values.
 DU1613.The observed gravity was obtained from relative gravimeter ties
 DU1613.to the IGSN71 gravity network.
 DU1613
 DU1613;                    North         East    Units  Estimated Accuracy
 DU1613;SPC AZ E     -   321,350.      107,580.      MT  (+/- 180 meters Scaled)
 DU1613
 DU1613                          SUPERSEDED SURVEY CONTROL
 DU1613
 DU1613.No superseded survey control is available for this station.
 DU1613
 DU1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC713503(NAD 83)
 DU1613_MARKER: I = METAL ROD
 DU1613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1613_SP_SET: STAINLESS STEEL ROD
 DU1613_STAMPING: T 497 1983
 DU1613_MARK LOGO: NGS   
 DU1613_PROJECTION: FLUSH
 DU1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1613_ROD/PIPE-DEPTH: 2.2  meters
 DU1613
 DU1613  HISTORY     - Date     Condition        Report By
 DU1613  HISTORY     - 1983     MONUMENTED       NGS
 DU1613  HISTORY     - 20070101 MARK NOT FOUND   GEOCAC
 DU1613
 DU1613                          STATION DESCRIPTION
 DU1613
 DU1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1613'2.2 KM (1.4 MI) NORTH FROM PUNKIN CENTER.
 DU1613'2.2 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1613'PUNKIN CENTER, NEAR THE TOP OF THE CREST OF A HILL, 18.1 METERS (60
 DU1613'FT) EAST OF THE HIGHWAY CENTERLINE, 14.6 METERS (48 FT) EAST-SOUTHEAST
 DU1613'OF MILEPOST 264.
 DU1613'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DU1613'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DU1613
 DU1613                          STATION RECOVERY (2007)
 DU1613
 DU1613'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1613'THE HIGHWAY HAS RECENTLY BEEN WIDENED AND IMPROVED. THE MILEPOST SIGN
 DU1613'IS AT THE LOWEST POINT EAST OF THE CENTERLINE, NOTHING TO THE
 DU1613'EAST-SOUTHEAST IS BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0512 ***********************************************************************
 FQ0512  DESIGNATION -  T 498
 FQ0512  PID         -  FQ0512
 FQ0512  STATE/COUNTY-  AZ/COCONINO
 FQ0512  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0512
 FQ0512                         *CURRENT SURVEY CONTROL
 FQ0512  ___________________________________________________________________
 FQ0512* NAD 83(1986)-  35 54 24.     (N)    111 24 17.     (W)     SCALED    
 FQ0512* NAVD 88     -      1277.366  (meters)    4190.82   (feet)  ADJUSTED  
 FQ0512  ___________________________________________________________________
 FQ0512  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FQ0512  DYNAMIC HT  -        1275.780 (meters)    4185.62  (feet)  COMP
 FQ0512  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 FQ0512
 FQ0512  VERT ORDER  -  FIRST     CLASS II
 FQ0512
 FQ0512.The horizontal coordinates were scaled from a topographic map and have
 FQ0512.an estimated accuracy of +/- 6 seconds.
 FQ0512
 FQ0512.The orthometric height was determined by differential leveling
 FQ0512.and adjusted in June 1991.
 FQ0512
 FQ0512.The geoid height was determined by GEOID03.
 FQ0512
 FQ0512.The dynamic height is computed by dividing the NAVD 88
 FQ0512.geopotential number by the normal gravity value computed on the
 FQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0512.degrees latitude (g = 980.6199 gals.).
 FQ0512
 FQ0512.The modeled gravity was interpolated from observed gravity values.
 FQ0512
 FQ0512;                    North         East    Units  Estimated Accuracy
 FQ0512;SPC AZ C     -   544,280.      259,570.      MT  (+/- 180 meters Scaled)
 FQ0512
 FQ0512                          SUPERSEDED SURVEY CONTROL
 FQ0512
 FQ0512.No superseded survey control is available for this station.
 FQ0512
 FQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE634736(NAD 83)
 FQ0512_MARKER: I = METAL ROD
 FQ0512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0512_SP_SET: STAINLESS STEEL ROD
 FQ0512_STAMPING: T 498 1983
 FQ0512_MARK LOGO: NGS   
 FQ0512_PROJECTION: FLUSH
 FQ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0512+STABILITY: SURFACE MOTION
 FQ0512_ROD/PIPE-DEPTH: 1.0  meters
 FQ0512
 FQ0512  HISTORY     - Date     Condition        Report By
 FQ0512  HISTORY     - 1983     MONUMENTED       NGS
 FQ0512
 FQ0512                          STATION DESCRIPTION
 FQ0512
 FQ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0512'3.7 KM (2.3 MI) NORTH FROM CAMERON.
 FQ0512'3.7 KM (2.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0512'CAMERON, AT MILEPOST 469, 73.1 METERS (240 FT) EAST OF THE HIGHWAY
 FQ0512'CENTERLINE, 64.0 METERS (210 FT) EAST OF MILEPOST 469, 0.3 METER (1
 FQ0512'FT) WEST OF THE EAST RIGHT OF WAY FENCE.
 FQ0512'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0512'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0363 ***********************************************************************
 GP0363  DESIGNATION -  T 499
 GP0363  PID         -  GP0363
 GP0363  STATE/COUNTY-  AZ/COCONINO
 GP0363  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0363
 GP0363                         *CURRENT SURVEY CONTROL
 GP0363  ___________________________________________________________________
 GP0363* NAD 83(1986)-  36 29 36.     (N)    111 34 46.     (W)     SCALED    
 GP0363* NAVD 88     -      1691.596  (meters)    5549.84   (feet)  ADJUSTED  
 GP0363  ___________________________________________________________________
 GP0363  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 GP0363  DYNAMIC HT  -        1689.495 (meters)    5542.95  (feet)  COMP
 GP0363  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 GP0363
 GP0363  VERT ORDER  -  FIRST     CLASS II
 GP0363
 GP0363.The horizontal coordinates were scaled from a topographic map and have
 GP0363.an estimated accuracy of +/- 6 seconds.
 GP0363
 GP0363.The orthometric height was determined by differential leveling
 GP0363.and adjusted in June 1991.
 GP0363
 GP0363.The geoid height was determined by GEOID03.
 GP0363
 GP0363.The dynamic height is computed by dividing the NAVD 88
 GP0363.geopotential number by the normal gravity value computed on the
 GP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0363.degrees latitude (g = 980.6199 gals.).
 GP0363
 GP0363.The modeled gravity was interpolated from observed gravity values.
 GP0363
 GP0363;                    North         East    Units  Estimated Accuracy
 GP0363;SPC AZ C     -   609,300.      243,570.      MT  (+/- 180 meters Scaled)
 GP0363
 GP0363                          SUPERSEDED SURVEY CONTROL
 GP0363
 GP0363.No superseded survey control is available for this station.
 GP0363
 GP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF481388(NAD 83)
 GP0363_MARKER: DB = BENCH MARK DISK
 GP0363_SETTING: 66 = SET IN ROCK OUTCROP
 GP0363_SP_SET: ROCK OUTCROP
 GP0363_STAMPING: T 499 1983
 GP0363_MARK LOGO: NGS   
 GP0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0363+STABILITY: POSITION/ELEVATION WELL
 GP0363
 GP0363  HISTORY     - Date     Condition        Report By
 GP0363  HISTORY     - 1983     MONUMENTED       NGS
 GP0363
 GP0363                          STATION DESCRIPTION
 GP0363
 GP0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0363'17.8 KM (11.1 MI) SOUTH FROM BITTER SPRINGS.
 GP0363'17.85 KM (11.15 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0363'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN TOP OF THE NORTHWEST EDGE
 GP0363'OF A 3- BY 4-FOOT PORTION OF GRAY SANDSTONE BEDROCK IN THE SOUTHEAST
 GP0363'END OF A SLOPING CUT, 0.16 KM (0.1 MI) SOUTHEAST OF MILEPOST 513,
 GP0363'16.4 METERS (54 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 56.2 METERS
 GP0363'(184.5 FT) NORTHWEST OF THE CENTER OF A PAVED ENTRANCE ROAD FOR A
 GP0363'TRACK ROAD LEADING WEST, 44.9 METERS (147.5 FT) NORTHWEST OF THE
 GP0363'NORTHWEST END OF THE SOUTHWEST HEADWALL FOR A 6- BY 6-FOOT BOX
 GP0363'CULVERT, 44.8 METERS (147 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0363'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 GP0363'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0272 ***********************************************************************
 FQ0272  DESIGNATION -  T 5
 FQ0272  PID         -  FQ0272
 FQ0272  STATE/COUNTY-  AZ/COCONINO
 FQ0272  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0272
 FQ0272                         *CURRENT SURVEY CONTROL
 FQ0272  ___________________________________________________________________
 FQ0272* NAD 83(1986)-  35 29 38.     (N)    111 33 19.     (W)     SCALED    
 FQ0272* NAVD 88     -      1877.101  (meters)    6158.46   (feet)  ADJUSTED  
 FQ0272  ___________________________________________________________________
 FQ0272  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FQ0272  DYNAMIC HT  -        1874.587 (meters)    6150.21  (feet)  COMP
 FQ0272  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 FQ0272
 FQ0272  VERT ORDER  -  FIRST     CLASS II
 FQ0272
 FQ0272.The horizontal coordinates were scaled from a topographic map and have
 FQ0272.an estimated accuracy of +/- 6 seconds.
 FQ0272
 FQ0272.The orthometric height was determined by differential leveling
 FQ0272.and adjusted in June 1991.
 FQ0272
 FQ0272.The geoid height was determined by GEOID03.
 FQ0272
 FQ0272.The dynamic height is computed by dividing the NAVD 88
 FQ0272.geopotential number by the normal gravity value computed on the
 FQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0272.degrees latitude (g = 980.6199 gals.).
 FQ0272
 FQ0272.The modeled gravity was interpolated from observed gravity values.
 FQ0272
 FQ0272;                    North         East    Units  Estimated Accuracy
 FQ0272;SPC AZ C     -   498,420.      246,150.      MT  (+/- 180 meters Scaled)
 FQ0272
 FQ0272                          SUPERSEDED SURVEY CONTROL
 FQ0272
 FQ0272  NGVD 29 (??/??/92) 1876.177  (m)         6155.42   (f) ADJ UNCH    1 2
 FQ0272
 FQ0272.Superseded values are not recommended for survey control.
 FQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0272.See file dsdata.txt to determine how the superseded data were derived.
 FQ0272
 FQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE496279(NAD 83)
 FQ0272_MARKER: DB = BENCH MARK DISK
 FQ0272_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0272_SP_SET: ROCK OUTCROP
 FQ0272_STAMPING: ELEV 6155.424 FT
 FQ0272_MARK LOGO: CGS   
 FQ0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0272+STABILITY: POSITION/ELEVATION WELL
 FQ0272
 FQ0272  HISTORY     - Date     Condition        Report By
 FQ0272  HISTORY     - UNK      MONUMENTED       CGS
 FQ0272  HISTORY     - 1934     GOOD             NGS
 FQ0272  HISTORY     - 1983     GOOD             NGS
 FQ0272
 FQ0272                          STATION DESCRIPTION
 FQ0272
 FQ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0272'18.2 MI N FROM TOWNSEND.
 FQ0272'18.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S.
 FQ0272'HIGHWAY 66 AT TOWNSEND, COCONINO COUNTY, 3.3 MILES SOUTH OF THE
 FQ0272'BOUNDARY SIGN OF COCONINO NATIONAL FOREST, 65 YARDS NORTH OF A POINT
 FQ0272'OPPOSITE A ROCKY KNOLL, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FQ0272'33 FEET SOUTHEAST OF A TALL CEDAR TREE, AT THE MIDDLE OF THE WEST EDGE
 FQ0272'OF A GROUP OF BLACK ROCK OUTCROPS, AND IN THE TOP OF A SMALL ROCK
 FQ0272'OUTCROP PROJECTING 6 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 FQ0272'STAMPED ELEV 6155.424 FT.
 FQ0272
 FQ0272                          STATION RECOVERY (1983)
 FQ0272
 FQ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0272'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0272'43.4 KM (27.0 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0272'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A SMALL VOLCANIC
 FQ0272'ROCK SURROUNDED BY JUNIPER TREES, ON THE OLD HIGHWAY AND AT THE BASE
 FQ0272'OF A ROCKY SLOPE, 0.1 KM (0.05 MI) WEST OF MILEPOST 439, 21.3 METERS
 FQ0272'(70 FT) EAST OF THE OLD HIGHWAY CENTERLINE, 137.1 METERS (450 FT)
 FQ0272'WEST-SOUTHWEST OF A GATE, 121.9 METERS (400 FT) WEST OF THE WEST END
 FQ0272'OF A BOX CULVERT, 21.3 METERS (70 FT) SOUTH OF THE CENTER OF A DIRT
 FQ0272'ROAD LEADING WEST.  NOTE--T 5 WAS STAMPED ON THE DISK BY THIS UNIT IN
 FQ0272'1983.
 FQ0272'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FQ0272'THE MARK IS 3.0 M BELOW THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0159 ***********************************************************************
 GP0159  DESIGNATION -  T 50
 GP0159  PID         -  GP0159
 GP0159  STATE/COUNTY-  AZ/COCONINO
 GP0159  USGS QUAD   -  MOENAVE SE (1969)
 GP0159
 GP0159                         *CURRENT SURVEY CONTROL
 GP0159  ___________________________________________________________________
 GP0159* NAD 83(1986)-  36 01 49.     (N)    111 21 56.     (W)     SCALED    
 GP0159* NAVD 88     -      1368.720  (meters)    4490.54   (feet)  ADJUSTED  
 GP0159  ___________________________________________________________________
 GP0159  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 GP0159  DYNAMIC HT  -        1367.043 (meters)    4485.04  (feet)  COMP
 GP0159  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 GP0159
 GP0159  VERT ORDER  -  FIRST     CLASS II
 GP0159
 GP0159.The horizontal coordinates were scaled from a topographic map and have
 GP0159.an estimated accuracy of +/- 6 seconds.
 GP0159
 GP0159.The orthometric height was determined by differential leveling
 GP0159.and adjusted in June 1991.
 GP0159
 GP0159.The geoid height was determined by GEOID03.
 GP0159
 GP0159.The dynamic height is computed by dividing the NAVD 88
 GP0159.geopotential number by the normal gravity value computed on the
 GP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0159.degrees latitude (g = 980.6199 gals.).
 GP0159
 GP0159.The modeled gravity was interpolated from observed gravity values.
 GP0159
 GP0159;                    North         East    Units  Estimated Accuracy
 GP0159;SPC AZ C     -   558,010.      263,030.      MT  (+/- 180 meters Scaled)
 GP0159
 GP0159                          SUPERSEDED SURVEY CONTROL
 GP0159
 GP0159  NGVD 29 (??/??/92) 1367.841  (m)         4487.66   (f) ADJ UNCH    1 2
 GP0159
 GP0159.Superseded values are not recommended for survey control.
 GP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0159.See file dsdata.txt to determine how the superseded data were derived.
 GP0159
 GP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE670873(NAD 83)
 GP0159_MARKER: DB = BENCH MARK DISK
 GP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0159_STAMPING: T 50 1934
 GP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0159+STABILITY: SURFACE MOTION
 GP0159
 GP0159  HISTORY     - Date     Condition        Report By
 GP0159  HISTORY     - 1934     MONUMENTED       CGS
 GP0159
 GP0159                          STATION DESCRIPTION
 GP0159
 GP0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0159'11.0 MI SW FROM TUBA CITY.
 GP0159'11.0 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0159'COUNTY, 2.1 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 89, 0.9
 GP0159'MILE SOUTHWEST OF THE FOOT OF A STEEP ASCENDING GRADE TO A MESA, AT A
 GP0159'SLIGHT RISE OF GROUND, AND 52 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GP0159'ROAD.  A STANDARD DISK, STAMPED T 50 1934 AND SET IN THE TOP OF A
 GP0159'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0787 ***********************************************************************
 ES0787  DESIGNATION -  T 500
 ES0787  PID         -  ES0787
 ES0787  STATE/COUNTY-  AZ/NAVAJO
 ES0787  USGS QUAD   -  HOLBROOK (1986)
 ES0787
 ES0787                         *CURRENT SURVEY CONTROL
 ES0787  ___________________________________________________________________
 ES0787* NAD 83(1986)-  34 53 04.     (N)    110 09 48.     (W)     SCALED    
 ES0787* NAVD 88     -      1581.308  (meters)    5188.01   (feet)  ADJUSTED  
 ES0787  ___________________________________________________________________
 ES0787  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0787  DYNAMIC HT  -        1579.138 (meters)    5180.89  (feet)  COMP
 ES0787  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 ES0787
 ES0787  VERT ORDER  -  FIRST     CLASS II
 ES0787
 ES0787.The horizontal coordinates were scaled from a topographic map and have
 ES0787.an estimated accuracy of +/- 6 seconds.
 ES0787
 ES0787.The orthometric height was determined by differential leveling
 ES0787.and adjusted in June 1991.
 ES0787
 ES0787.The geoid height was determined by GEOID03.
 ES0787
 ES0787.The dynamic height is computed by dividing the NAVD 88
 ES0787.geopotential number by the normal gravity value computed on the
 ES0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0787.degrees latitude (g = 980.6199 gals.).
 ES0787
 ES0787.The modeled gravity was interpolated from observed gravity values.
 ES0787
 ES0787;                    North         East    Units  Estimated Accuracy
 ES0787;SPC AZ E     -   430,760.      213,670.      MT  (+/- 180 meters Scaled)
 ES0787
 ES0787                          SUPERSEDED SURVEY CONTROL
 ES0787
 ES0787.No superseded survey control is available for this station.
 ES0787
 ES0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD764605(NAD 83)
 ES0787_MARKER: DB = BENCH MARK DISK
 ES0787_SETTING: 66 = SET IN ROCK OUTCROP
 ES0787_SP_SET: ROCK OUTCROP
 ES0787_STAMPING: T 500 1983
 ES0787_MARK LOGO: NGS   
 ES0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0787+STABILITY: POSITION/ELEVATION WELL
 ES0787
 ES0787  HISTORY     - Date     Condition        Report By
 ES0787  HISTORY     - 1983     MONUMENTED       NGS
 ES0787
 ES0787                          STATION DESCRIPTION
 ES0787
 ES0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0787'2.1 KM (1.3 MI) SOUTH FROM HOLBROOK.
 ES0787'2.1 KM (1.3 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0787'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) NORTH OF MILEPOST 387,
 ES0787'IN THE CENTER OF THE NORTHWESTERN 1/4 OF A 6 BY 25 FT EXPOSED AREA OF
 ES0787'OUTCROPPING BEDROCK, 60.0 METERS (196.8 FT) WEST OF THE CENTERLINE OF
 ES0787'THE HIGHWAY AND 57.3 METERS (188.0 FT) NORTHEAST OF A UTILITY POLE
 ES0787'NUMBER 29-PS98279 WITH ONE GUY WIRE.
 ES0787'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ES0787'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0812 ***********************************************************************
 ES0812  DESIGNATION -  T 501
 ES0812  PID         -  ES0812
 ES0812  STATE/COUNTY-  AZ/NAVAJO
 ES0812  USGS QUAD   -  TAYLOR (1970)
 ES0812
 ES0812                         *CURRENT SURVEY CONTROL
 ES0812  ___________________________________________________________________
 ES0812* NAD 83(1986)-  34 28 11.     (N)    110 05 29.     (W)     SCALED    
 ES0812* NAVD 88     -      1715.231  (meters)    5627.39   (feet)  ADJUSTED  
 ES0812  ___________________________________________________________________
 ES0812  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ES0812  DYNAMIC HT  -        1712.778 (meters)    5619.34  (feet)  COMP
 ES0812  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 ES0812
 ES0812  VERT ORDER  -  FIRST     CLASS II
 ES0812
 ES0812.The horizontal coordinates were scaled from a topographic map and have
 ES0812.an estimated accuracy of +/- 6 seconds.
 ES0812
 ES0812.The orthometric height was determined by differential leveling
 ES0812.and adjusted in June 1991.
 ES0812
 ES0812.The geoid height was determined by GEOID03.
 ES0812
 ES0812.The dynamic height is computed by dividing the NAVD 88
 ES0812.geopotential number by the normal gravity value computed on the
 ES0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0812.degrees latitude (g = 980.6199 gals.).
 ES0812
 ES0812.The modeled gravity was interpolated from observed gravity values.
 ES0812
 ES0812;                    North         East    Units  Estimated Accuracy
 ES0812;SPC AZ E     -   384,760.      220,280.      MT  (+/- 180 meters Scaled)
 ES0812
 ES0812                          SUPERSEDED SURVEY CONTROL
 ES0812
 ES0812.No superseded survey control is available for this station.
 ES0812
 ES0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD834146(NAD 83)
 ES0812_MARKER: I = METAL ROD
 ES0812_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0812+WITH SETTING: INFORMATION.
 ES0812_SP_SET: SHALLOW SET METAL ROD
 ES0812_STAMPING: T 501 1983
 ES0812_MARK LOGO: NGS   
 ES0812_PROJECTION: FLUSH
 ES0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0812_ROD/PIPE-DEPTH: 3.0  meters
 ES0812
 ES0812  HISTORY     - Date     Condition        Report By
 ES0812  HISTORY     - 1983     MONUMENTED       NGS
 ES0812
 ES0812                          STATION DESCRIPTION
 ES0812
 ES0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0812'26.2 KM (16.25 MI) NORT FROM SHOW LOW.
 ES0812'26.2 KM (16.25 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0812'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 ES0812'358, IN THE SMALL COMMUNITY OF TAYLOR, 100.5 METERS (329.7 FT) WEST OF
 ES0812'THE CENTERLINE OF THE HIGHWAY, 12.1 METERS (39.7 FT) WEST OF THE
 ES0812'NORTHWEST CORNER OF A MULTI METAL PIPE CULVERT, 9.3 METERS (30.5 FT)
 ES0812'NORTH OF THE CENTERLINE OF BULLPOCK LANE AND 0.8 METER (2.6 FT) EAST
 ES0812'OF UTILITY POLE NUMBER 3P-8.  ACCESS TO THE DATUM POINT IS
 ES0812'THROUGH  A 5-INCH LOGO CAP.
 ES0812'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 ES0812'THE MARK IS 0.5 M BELOW THE LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0831 ***********************************************************************
 ES0831  DESIGNATION -  T 502
 ES0831  PID         -  ES0831
 ES0831  STATE/COUNTY-  AZ/NAVAJO
 ES0831  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0831
 ES0831                         *CURRENT SURVEY CONTROL
 ES0831  ___________________________________________________________________
 ES0831* NAD 83(1986)-  34 13 51.     (N)    110 01 36.     (W)     SCALED    
 ES0831* NAVD 88     -      1945.246  (meters)    6382.03   (feet)  ADJUSTED  
 ES0831  ___________________________________________________________________
 ES0831  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0831  DYNAMIC HT  -        1942.343 (meters)    6372.50  (feet)  COMP
 ES0831  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 ES0831
 ES0831  VERT ORDER  -  FIRST     CLASS II
 ES0831
 ES0831.The horizontal coordinates were scaled from a topographic map and have
 ES0831.an estimated accuracy of +/- 6 seconds.
 ES0831
 ES0831.The orthometric height was determined by differential leveling
 ES0831.and adjusted in June 1991.
 ES0831
 ES0831.The geoid height was determined by GEOID03.
 ES0831
 ES0831.The dynamic height is computed by dividing the NAVD 88
 ES0831.geopotential number by the normal gravity value computed on the
 ES0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0831.degrees latitude (g = 980.6199 gals.).
 ES0831
 ES0831.The modeled gravity was interpolated from observed gravity values.
 ES0831
 ES0831;                    North         East    Units  Estimated Accuracy
 ES0831;SPC AZ E     -   358,270.      226,260.      MT  (+/- 180 meters Scaled)
 ES0831
 ES0831                          SUPERSEDED SURVEY CONTROL
 ES0831
 ES0831.No superseded survey control is available for this station.
 ES0831
 ES0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC896881(NAD 83)
 ES0831_MARKER: DB = BENCH MARK DISK
 ES0831_SETTING: 66 = SET IN ROCK OUTCROP
 ES0831_SP_SET: ROCK OUTCROP
 ES0831_STAMPING: T 502 1983
 ES0831_MARK LOGO: NGS   
 ES0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0831+STABILITY: POSITION/ELEVATION WELL
 ES0831
 ES0831  HISTORY     - Date     Condition        Report By
 ES0831  HISTORY     - 1983     MONUMENTED       NGS
 ES0831
 ES0831                          STATION DESCRIPTION
 ES0831
 ES0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0831'2.8 KM (1.75 MI) SE FROM SHOW LOW.
 ES0831'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 260 FROM ITS
 ES0831'JUNCTION WITH STATE HIGHWAY 77 IN SHOW LOW, 0.7 KM (0.45 MI) SOUTH OF
 ES0831'MILEPOST 343, IN THE CENTER OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY
 ES0831'CUT, 65.5 METERS (214.9 FT) NORTH OF THE SOUTH END OF THE CUT AND A
 ES0831'FENCE CORNER AND 12.2 METERS (40.0 FT) WEST OF THE CENTERLINE OF THE
 ES0831'HIGHWAY.
 ES0831'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 ES0831'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0527 ***********************************************************************
 FQ0527  DESIGNATION -  T 503
 FQ0527  PID         -  FQ0527
 FQ0527  STATE/COUNTY-  AZ/NAVAJO
 FQ0527  USGS QUAD   -  WINSLOW (1986)
 FQ0527
 FQ0527                         *CURRENT SURVEY CONTROL
 FQ0527  ___________________________________________________________________
 FQ0527* NAD 83(2007)-  35 01 53.88429(N)    110 42 54.72150(W)     ADJUSTED  
 FQ0527* NAVD 88     -      1488.008  (meters)    4881.91   (feet)  ADJUSTED  
 FQ0527  ___________________________________________________________________
 FQ0527  EPOCH DATE  -        2007.00
 FQ0527  X           -  -1,849,833.950 (meters)                     COMP
 FQ0527  Y           -  -4,891,518.463 (meters)                     COMP
 FQ0527  Z           -   3,641,581.511 (meters)                     COMP
 FQ0527  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FQ0527  ELLIP HEIGHT-        1463.852 (meters)          (02/10/07) ADJUSTED
 FQ0527  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0527  DYNAMIC HT  -        1486.047 (meters)    4875.47  (feet)  COMP
 FQ0527
 FQ0527  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0527  Type    PID    Designation                      North   East  Ellip
 FQ0527  -------------------------------------------------------------------
 FQ0527  NETWORK FQ0527 T 503                             1.22   1.00   2.16
 FQ0527  -------------------------------------------------------------------
 FQ0527  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 FQ0527
 FQ0527  VERT ORDER  -  FIRST     CLASS II
 FQ0527
 FQ0527.The horizontal coordinates were established by GPS observations
 FQ0527.and adjusted by the National Geodetic Survey in February 2007.
 FQ0527
 FQ0527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0527.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0527.The epoch date for horizontal control is a decimal equivalence
 FQ0527.of Year/Month/Day.
 FQ0527
 FQ0527.The orthometric height was determined by differential leveling
 FQ0527.and adjusted in June 1991.
 FQ0527
 FQ0527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0527
 FQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0527
 FQ0527.The ellipsoidal height was determined by GPS observations
 FQ0527.and is referenced to NAD 83.
 FQ0527
 FQ0527.The geoid height was determined by GEOID03.
 FQ0527
 FQ0527.The dynamic height is computed by dividing the NAVD 88
 FQ0527.geopotential number by the normal gravity value computed on the
 FQ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0527.degrees latitude (g = 980.6199 gals.).
 FQ0527
 FQ0527.The modeled gravity was interpolated from observed gravity values.
 FQ0527
 FQ0527;                    North         East     Units Scale Factor Converg.
 FQ0527;SPC AZ E     -   447,220.958   163,309.380   MT  0.99993086   -0 18 53.6
 FQ0527;SPC AZ E     - 1,467,260.36    535,791.93   iFT  0.99993086   -0 18 53.6
 FQ0527;UTM  12      - 3,876,588.285   525,978.464   MT  0.99960832   +0 09 48.5
 FQ0527
 FQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0527!SPC AZ E     -   0.99977028  x   0.99993086  =   0.99970115
 FQ0527!UTM  12      -   0.99977028  x   0.99960832  =   0.99937869
 FQ0527
 FQ0527                          SUPERSEDED SURVEY CONTROL
 FQ0527
 FQ0527  ELLIP H (08/22/01) 1463.876  (m)                       GP(       ) 4 1
 FQ0527  NAD 83(1992)-  35 01 53.88392(N)    110 42 54.72093(W) AD(       ) 3
 FQ0527  ELLIP H (12/16/97) 1463.917  (m)                       GP(       ) 4 1
 FQ0527  NAVD 88 (12/16/97) 1488.01   (m)         4881.9    (f) LEVELING    3  
 FQ0527
 FQ0527.Superseded values are not recommended for survey control.
 FQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0527.See file dsdata.txt to determine how the superseded data were derived.
 FQ0527
 FQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2597876588(NAD 83)
 FQ0527_MARKER: I = METAL ROD
 FQ0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0527_SP_SET: SHALLOW SET METAL ROD
 FQ0527_STAMPING: T 503 1983
 FQ0527_MARK LOGO: NGS   
 FQ0527_PROJECTION: FLUSH
 FQ0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0527+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FQ0527_ROD/PIPE-DEPTH: 1.8  meters
 FQ0527
 FQ0527  HISTORY     - Date     Condition        Report By
 FQ0527  HISTORY     - 1983     MONUMENTED       NGS
 FQ0527  HISTORY     - 19970528 GOOD             NGS
 FQ0527  HISTORY     - 20030730 GOOD             USPSQD
 FQ0527
 FQ0527                          STATION DESCRIPTION
 FQ0527
 FQ0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0527'IN WINSLOW.
 FQ0527'IN WINSLOW, AT THE INTERSECTION OF WEST THIRD AND FLEMING STREETS,
 FQ0527'27.0 METERS (88.6 FT) NORTHWEST OF THE CENTERLINE OF INDIANA AVENUE,
 FQ0527'18.7 METERS (61.4 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 FQ0527'BOUND LANES OF WEST THIRD STREET, 8.3 METERS (27.2 FT) SOUTHWEST OF
 FQ0527'THE CENTER OF FLEMING STREET AND 1.0 METER (3.3 FT) NORTHWEST OF
 FQ0527'UTILITY POLE NUMBER 45.  REFUSAL WAS REACHED AT 6.0 FT.  ACCESS
 FQ0527'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FQ0527'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FQ0527'THE MARK IS 0.3 M ABOVE WEST THIRD STREET.
 FQ0527
 FQ0527                          STATION RECOVERY (1997)
 FQ0527
 FQ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 FQ0527'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTES.  TO REACH FROM
 FQ0527'THE POST OFFICE AT THE JUNCTION OF WESTBOUND INTERSTATE 40 BUSINESS
 FQ0527'(US HIGHWAY 66, THIRD STREET) AND STATE HIGHWAY 87 (WILLIAMSON AVE) ,
 FQ0527'GO WEST THEN NORTHWEST ON THIRD STREET FOR 1.8 KM (1.10 MI) TO THE
 FQ0527'STATION ON RIGHT AS DESCRIBED.  THE STATION IS LOCATED 1.1 KM (0.70
 FQ0527'MI) EAST FROM INTERSTATE HIGHWAY 40 EXIT 252.  THE STATION IS
 FQ0527'OBSTRUCTED BY A UTILITY POLE 1 M (3.3 FT) TO THE SOUTHWEST.
 FQ0527
 FQ0527                          STATION RECOVERY (2003)
 FQ0527
 FQ0527'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0537 ***********************************************************************
 FQ0537  DESIGNATION -  T 504
 FQ0537  PID         -  FQ0537
 FQ0537  STATE/COUNTY-  AZ/COCONINO
 FQ0537  USGS QUAD   -  BABBITT WASH (1983)
 FQ0537
 FQ0537                         *CURRENT SURVEY CONTROL
 FQ0537  ___________________________________________________________________
 FQ0537* NAD 83(1986)-  35 07 59.     (N)    111 11 37.     (W)     SCALED    
 FQ0537* NAVD 88     -      1745.682  (meters)    5727.29   (feet)  ADJUSTED  
 FQ0537  ___________________________________________________________________
 FQ0537  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FQ0537  DYNAMIC HT  -        1743.308 (meters)    5719.50  (feet)  COMP
 FQ0537  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 FQ0537
 FQ0537  VERT ORDER  -  FIRST     CLASS II
 FQ0537
 FQ0537.The horizontal coordinates were scaled from a topographic map and have
 FQ0537.an estimated accuracy of +/- 6 seconds.
 FQ0537
 FQ0537.The orthometric height was determined by differential leveling
 FQ0537.and adjusted in June 1991.
 FQ0537
 FQ0537.The geoid height was determined by GEOID03.
 FQ0537
 FQ0537.The dynamic height is computed by dividing the NAVD 88
 FQ0537.geopotential number by the normal gravity value computed on the
 FQ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0537.degrees latitude (g = 980.6199 gals.).
 FQ0537
 FQ0537.The modeled gravity was interpolated from observed gravity values.
 FQ0537
 FQ0537;                    North         East    Units  Estimated Accuracy
 FQ0537;SPC AZ C     -   458,570.      279,250.      MT  (+/- 180 meters Scaled)
 FQ0537
 FQ0537                          SUPERSEDED SURVEY CONTROL
 FQ0537
 FQ0537.No superseded survey control is available for this station.
 FQ0537
 FQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD823878(NAD 83)
 FQ0537_MARKER: DB = BENCH MARK DISK
 FQ0537_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0537_SP_SET: ROCK OUTCROP
 FQ0537_STAMPING: T 504 1983
 FQ0537_MARK LOGO: NGS   
 FQ0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0537
 FQ0537  HISTORY     - Date     Condition        Report By
 FQ0537  HISTORY     - 1983     MONUMENTED       NGS
 FQ0537
 FQ0537                          STATION DESCRIPTION
 FQ0537
 FQ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0537'45.1 KM (28.0 MI) EAST FROM FLAGSTAFF.
 FQ0537'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0537'RAILROAD STATION IN FLAGSTAFF, THENCE 31.5 KM (19.55 MI) EASTERLY
 FQ0537'ALONG INTERSTATE HIGHWAY 40, IN THE CENTER OF A 2 BY 7 FT EXPOSED AREA
 FQ0537'OF OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 224,
 FQ0537'39.7 METERS (130.2 FT) NORTHWEST OF THE NORTHWEST END OF A GUARD RAIL,
 FQ0537'15.6 METERS (51.2 FT) SOUTHWEST OF A FENCE AND 13.6 METERS (44.6 FT)
 FQ0537'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 FQ0537'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FQ0537'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0467 ***********************************************************************
 GP0467  DESIGNATION -  T 505
 GP0467  PID         -  GP0467
 GP0467  STATE/COUNTY-  AZ/COCONINO
 GP0467  USGS QUAD   -  MOENKOPI (1969)
 GP0467
 GP0467                         *CURRENT SURVEY CONTROL
 GP0467  ___________________________________________________________________
 GP0467* NAD 83(1986)-  36 06 43.     (N)    111 14 04.     (W)     SCALED    
 GP0467* NAVD 88     -      1426.594  (meters)    4680.42   (feet)  ADJUSTED  
 GP0467  ___________________________________________________________________
 GP0467  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 GP0467  DYNAMIC HT  -        1424.825 (meters)    4674.61  (feet)  COMP
 GP0467  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 GP0467
 GP0467  VERT ORDER  -  FIRST     CLASS II
 GP0467
 GP0467.The horizontal coordinates were scaled from a topographic map and have
 GP0467.an estimated accuracy of +/- 6 seconds.
 GP0467
 GP0467.The orthometric height was determined by differential leveling
 GP0467.and adjusted in June 1991.
 GP0467
 GP0467.The geoid height was determined by GEOID03.
 GP0467
 GP0467.The dynamic height is computed by dividing the NAVD 88
 GP0467.geopotential number by the normal gravity value computed on the
 GP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0467.degrees latitude (g = 980.6199 gals.).
 GP0467
 GP0467.The modeled gravity was interpolated from observed gravity values.
 GP0467
 GP0467;                    North         East    Units  Estimated Accuracy
 GP0467;SPC AZ C     -   567,150.      274,780.      MT  (+/- 180 meters Scaled)
 GP0467
 GP0467                          SUPERSEDED SURVEY CONTROL
 GP0467
 GP0467.No superseded survey control is available for this station.
 GP0467
 GP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE789963(NAD 83)
 GP0467_MARKER: DB = BENCH MARK DISK
 GP0467_SETTING: 66 = SET IN ROCK OUTCROP
 GP0467_SP_SET: ROCK OUTCROP
 GP0467_STAMPING: T 505 1983
 GP0467_MARK LOGO: NGS   
 GP0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0467+STABILITY: POSITION/ELEVATION WELL
 GP0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GP0467+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GP0467
 GP0467  HISTORY     - Date     Condition        Report By
 GP0467  HISTORY     - 1983     MONUMENTED       NGS
 GP0467  HISTORY     - 20050415 GOOD             NGS
 GP0467
 GP0467                          STATION DESCRIPTION
 GP0467
 GP0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0467'0.9 KM (0.55 MI) SW FROM TUBA CITY.
 GP0467'0.9 KM (0.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0467'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY , SET VERTICALLY IN THE
 GP0467'EAST FACE OF A 15- BY 450-FOOT ROCK CUT, 0.4 KM (0.25 MI) NORTHEAST OF
 GP0467'MILEPOST 321, 82.9 METERS (272.0 FT) SOUTHWEST OF THE WEST LEG OF A
 GP0467'HIGHWAY INFORMATION SIGN (JUNCTION 264 1/2 MILE), 44.0 METERS
 GP0467'(144.4 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT, AND 7.5 METERS
 GP0467'(24.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GP0467'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 GP0467'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 GP0467
 GP0467                          STATION RECOVERY (2005)
 GP0467
 GP0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0444 ***********************************************************************
 GP0444  DESIGNATION -  T 506
 GP0444  PID         -  GP0444
 GP0444  STATE/COUNTY-  AZ/COCONINO
 GP0444  USGS QUAD   -  TONALEA (1982)
 GP0444
 GP0444                         *CURRENT SURVEY CONTROL
 GP0444  ___________________________________________________________________
 GP0444* NAD 83(1986)-  36 20 09.     (N)    110 55 15.     (W)     SCALED    
 GP0444* NAVD 88     -      1671.279  (meters)    5483.19   (feet)  ADJUSTED  
 GP0444  ___________________________________________________________________
 GP0444  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 GP0444  DYNAMIC HT  -        1669.182 (meters)    5476.31  (feet)  COMP
 GP0444  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 GP0444
 GP0444  VERT ORDER  -  FIRST     CLASS II
 GP0444
 GP0444.The horizontal coordinates were scaled from a topographic map and have
 GP0444.an estimated accuracy of +/- 6 seconds.
 GP0444
 GP0444.The orthometric height was determined by differential leveling
 GP0444.and adjusted in June 1991.
 GP0444
 GP0444.The geoid height was determined by GEOID03.
 GP0444
 GP0444.The dynamic height is computed by dividing the NAVD 88
 GP0444.geopotential number by the normal gravity value computed on the
 GP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0444.degrees latitude (g = 980.6199 gals.).
 GP0444
 GP0444.The modeled gravity was interpolated from observed gravity values.
 GP0444
 GP0444;                    North         East    Units  Estimated Accuracy
 GP0444;SPC AZ C     -   592,230.      302,760.      MT  (+/- 180 meters Scaled)
 GP0444
 GP0444                          SUPERSEDED SURVEY CONTROL
 GP0444
 GP0444.No superseded survey control is available for this station.
 GP0444
 GP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF071212(NAD 83)
 GP0444_MARKER: I = METAL ROD
 GP0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0444_SP_SET: STAINLESS STEEL ROD
 GP0444_STAMPING: T 506 1983
 GP0444_MARK LOGO: NGS   
 GP0444_PROJECTION: FLUSH
 GP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0444_ROD/PIPE-DEPTH: 12.2 meters
 GP0444
 GP0444  HISTORY     - Date     Condition        Report By
 GP0444  HISTORY     - 1983     MONUMENTED       NGS
 GP0444
 GP0444                          STATION DESCRIPTION
 GP0444
 GP0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0444'38.4 KM (23.85 MI) NE FROM TUBA CITY.
 GP0444'38.4 KM (23.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0444'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 2.4 KM (1.5 MI)
 GP0444'NORTHEAST OF THE RED LAKE TRADING POST, 0.6 KM (0.35 MI) NORTHEAST OF
 GP0444'THE ELEPHANT FEET MONUMENT AND REST AREA, 0.5 KM (0.3 MI) NORTHEAST OF
 GP0444'MILEPOST 345, AND 30.6 METERS (100.4 FT) SOUTHEAST OF THE CENTERLINE
 GP0444'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GP0444'LOGO CAP.
 GP0444'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0444'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0478 ***********************************************************************
 FQ0478  DESIGNATION -  T 508
 FQ0478  PID         -  FQ0478
 FQ0478  STATE/COUNTY-  AZ/COCONINO
 FQ0478  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0478
 FQ0478                         *CURRENT SURVEY CONTROL
 FQ0478  ___________________________________________________________________
 FQ0478* NAD 83(1986)-  35 29 02.     (N)    111 33 22.     (W)     SCALED    
 FQ0478* NAVD 88     -      1912.196  (meters)    6273.60   (feet)  ADJUSTED  
 FQ0478  ___________________________________________________________________
 FQ0478  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 FQ0478  DYNAMIC HT  -        1909.652 (meters)    6265.25  (feet)  COMP
 FQ0478  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 FQ0478
 FQ0478  VERT ORDER  -  FIRST     CLASS II
 FQ0478
 FQ0478.The horizontal coordinates were scaled from a topographic map and have
 FQ0478.an estimated accuracy of +/- 6 seconds.
 FQ0478
 FQ0478.The orthometric height was determined by differential leveling
 FQ0478.and adjusted in June 1991.
 FQ0478
 FQ0478.The geoid height was determined by GEOID03.
 FQ0478
 FQ0478.The dynamic height is computed by dividing the NAVD 88
 FQ0478.geopotential number by the normal gravity value computed on the
 FQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0478.degrees latitude (g = 980.6199 gals.).
 FQ0478
 FQ0478.The modeled gravity was interpolated from observed gravity values.
 FQ0478
 FQ0478;                    North         East    Units  Estimated Accuracy
 FQ0478;SPC AZ C     -   497,310.      246,080.      MT  (+/- 180 meters Scaled)
 FQ0478
 FQ0478                          SUPERSEDED SURVEY CONTROL
 FQ0478
 FQ0478.No superseded survey control is available for this station.
 FQ0478
 FQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE495268(NAD 83)
 FQ0478_MARKER: DB = BENCH MARK DISK
 FQ0478_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0478_SP_SET: ROCK OUTCROP
 FQ0478_STAMPING: T 508 1983
 FQ0478_MARK LOGO: NGS   
 FQ0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0478+STABILITY: POSITION/ELEVATION WELL
 FQ0478
 FQ0478  HISTORY     - Date     Condition        Report By
 FQ0478  HISTORY     - 1983     MONUMENTED       NGS
 FQ0478
 FQ0478                          STATION DESCRIPTION
 FQ0478
 FQ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0478'42.2 KM (26.2 MI) NORTH FROM FLAGSTAFF.
 FQ0478'42.2 KM (26.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0478'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 4 BY 6 FOOT
 FQ0478'PORTION OF VOLCANIC OUTCROP AT THE SOUTH END OF A LOW CUT, 0.6 KM
 FQ0478'(0.35 MI) NORTH OF MILEPOST 438, 0.1 KM (0.05 MI) SOUTHEAST ACROSS THE
 FQ0478'HIGHWAY FROM A FOREST SERVICE SIGN, 9.1 METERS (30 FT) EAST OF THE
 FQ0478'HIGHWAY CENTERLINE, 11.5 METERS (38 FT) WEST OF THE RIGHT OF WAY
 FQ0478'FENCE.
 FQ0478'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0478'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0023 ***********************************************************************
 GQ0023  DESIGNATION -  T 51
 GQ0023  PID         -  GQ0023
 GQ0023  STATE/COUNTY-  AZ/COCONINO
 GQ0023  USGS QUAD   -  JACOB LAKE (1988)
 GQ0023
 GQ0023                         *CURRENT SURVEY CONTROL
 GQ0023  ___________________________________________________________________
 GQ0023* NAD 83(1986)-  36 42 49.     (N)    112 12 58.     (W)     SCALED    
 GQ0023* NAVD 88     -      2415.391  (meters)    7924.50   (feet)  POSTED    
 GQ0023  ___________________________________________________________________
 GQ0023  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 GQ0023  DYNAMIC HT  -        2412.190 (meters)    7913.99  (feet)  COMP
 GQ0023  MODELED GRAV-     979,216.3   (mgal)                       NAVD 88
 GQ0023
 GQ0023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0023
 GQ0023.The horizontal coordinates were scaled from a topographic map and have
 GQ0023.an estimated accuracy of +/- 6 seconds.
 GQ0023
 GQ0023.The orthometric height was determined by differential leveling
 GQ0023.and adjusted by the  in 1992.
 GQ0023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0023.rate of 0.0 thru 1.0 mm/km.
 GQ0023
 GQ0023.The geoid height was determined by GEOID03.
 GQ0023
 GQ0023.The dynamic height is computed by dividing the NAVD 88
 GQ0023.geopotential number by the normal gravity value computed on the
 GQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0023.degrees latitude (g = 980.6199 gals.).
 GQ0023
 GQ0023.The modeled gravity was interpolated from observed gravity values.
 GQ0023
 GQ0023;                    North         East    Units  Estimated Accuracy
 GQ0023;SPC AZ C     -   633,730.      186,610.      MT  (+/- 180 meters Scaled)
 GQ0023
 GQ0023                          SUPERSEDED SURVEY CONTROL
 GQ0023
 GQ0023  NGVD 29 (??/??/92) 2414.174  (m)         7920.50   (f) ADJ UNCH    1 2
 GQ0023
 GQ0023.Superseded values are not recommended for survey control.
 GQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0023.See file dsdata.txt to determine how the superseded data were derived.
 GQ0023
 GQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF913637(NAD 83)
 GQ0023_MARKER: DB = BENCH MARK DISK
 GQ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0023_STAMPING: T 51 1934
 GQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0023+STABILITY: SURFACE MOTION
 GQ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GQ0023+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1994
 GQ0023
 GQ0023  HISTORY     - Date     Condition        Report By
 GQ0023  HISTORY     - 1934     MONUMENTED       CGS
 GQ0023  HISTORY     - 19940602 GOOD             NGS
 GQ0023
 GQ0023                          STATION DESCRIPTION
 GQ0023
 GQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0023'IN JACOB LAKE.
 GQ0023'AT JACOB LAKE, COCONINO COUNTY, IN THE WYE AT THE JUNCTION OF U.S.
 GQ0023'HIGHWAY 89 AND THE HIGHWAY LEADING TO BRIGHT ANGEL POINT, 145 FEET
 GQ0023'SOUTHEAST OF A SERVICE STATION, 64 FEET SOUTH OF THE CENTERLINE OF
 GQ0023'U.S. HIGHWAY 89, 59 FEET EAST OF THE CENTERLINE OF THE HIGHWAY LEADING
 GQ0023'SOUTH, AND 39 FEET WEST OF A ROW OF POLES.  A STANDARD DISK, STAMPED T
 GQ0023'51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 GQ0023'ABOVE GROUND.
 GQ0023
 GQ0023                          STATION RECOVERY (1994)
 GQ0023
 GQ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 GQ0023'AT JACOB LAKE, AZ, AT SOUTH END OF TRIANGULAR TRAFFIC ISLAND AT
 GQ0023'INTERSECTION OF US ALTERNATE 89 AND AZ 67 (WHICH GOES SOUTH TO NORTH
 GQ0023'RIM OF GRAND CANYON).  ON A SQUARE CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0518 ***********************************************************************
 FQ0518  DESIGNATION -  T 510
 FQ0518  PID         -  FQ0518
 FQ0518  STATE/COUNTY-  AZ/COCONINO
 FQ0518  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0518
 FQ0518                         *CURRENT SURVEY CONTROL
 FQ0518  ___________________________________________________________________
 FQ0518* NAD 83(1986)-  35 59 40.     (N)    111 23 43.     (W)     SCALED    
 FQ0518* NAVD 88     -      1333.089  (meters)    4373.64   (feet)  ADJUSTED  
 FQ0518  ___________________________________________________________________
 FQ0518  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FQ0518  DYNAMIC HT  -        1331.454 (meters)    4368.28  (feet)  COMP
 FQ0518  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 FQ0518
 FQ0518  VERT ORDER  -  FIRST     CLASS II
 FQ0518
 FQ0518.The horizontal coordinates were scaled from a topographic map and have
 FQ0518.an estimated accuracy of +/- 6 seconds.
 FQ0518
 FQ0518.The orthometric height was determined by differential leveling
 FQ0518.and adjusted in June 1991.
 FQ0518
 FQ0518.The geoid height was determined by GEOID03.
 FQ0518
 FQ0518.The dynamic height is computed by dividing the NAVD 88
 FQ0518.geopotential number by the normal gravity value computed on the
 FQ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0518.degrees latitude (g = 980.6199 gals.).
 FQ0518
 FQ0518.The modeled gravity was interpolated from observed gravity values.
 FQ0518
 FQ0518;                    North         East    Units  Estimated Accuracy
 FQ0518;SPC AZ C     -   554,020.      260,370.      MT  (+/- 180 meters Scaled)
 FQ0518
 FQ0518                          SUPERSEDED SURVEY CONTROL
 FQ0518
 FQ0518.No superseded survey control is available for this station.
 FQ0518
 FQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE643834(NAD 83)
 FQ0518_MARKER: I = METAL ROD
 FQ0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0518_SP_SET: STAINLESS STEEL ROD
 FQ0518_STAMPING: T 510 1983
 FQ0518_MARK LOGO: NGS   
 FQ0518_PROJECTION: FLUSH
 FQ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0518+STABILITY: SURFACE MOTION
 FQ0518_ROD/PIPE-DEPTH: 1.0  meters
 FQ0518
 FQ0518  HISTORY     - Date     Condition        Report By
 FQ0518  HISTORY     - 1983     MONUMENTED       NGS
 FQ0518
 FQ0518                          STATION DESCRIPTION
 FQ0518
 FQ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0518'13.5 KM (8.4 MI) NORTH FROM CAMERON.
 FQ0518'13.5 KM (8.4 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0518'CAMERON, 0.1 KM (0.05 MI) NORTH OF MILEPOST 475, 67.0 METERS (223 FT)
 FQ0518'WEST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) EAST OF THE RIGHT OF
 FQ0518'WAY FENCE.
 FQ0518'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FQ0518'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0485 ***********************************************************************
 FQ0485  DESIGNATION -  T 511
 FQ0485  PID         -  FQ0485
 FQ0485  STATE/COUNTY-  AZ/COCONINO
 FQ0485  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0485
 FQ0485                         *CURRENT SURVEY CONTROL
 FQ0485  ___________________________________________________________________
 FQ0485* NAD 83(1986)-  35 34 48.     (N)    111 31 47.     (W)     SCALED    
 FQ0485* NAVD 88     -      1699.605  (meters)    5576.12   (feet)  ADJUSTED  
 FQ0485  ___________________________________________________________________
 FQ0485  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FQ0485  DYNAMIC HT  -        1697.384 (meters)    5568.83  (feet)  COMP
 FQ0485  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 FQ0485
 FQ0485  VERT ORDER  -  FIRST     CLASS II
 FQ0485
 FQ0485.The horizontal coordinates were scaled from a topographic map and have
 FQ0485.an estimated accuracy of +/- 6 seconds.
 FQ0485
 FQ0485.The orthometric height was determined by differential leveling
 FQ0485.and adjusted in June 1991.
 FQ0485
 FQ0485.The geoid height was determined by GEOID03.
 FQ0485
 FQ0485.The dynamic height is computed by dividing the NAVD 88
 FQ0485.geopotential number by the normal gravity value computed on the
 FQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0485.degrees latitude (g = 980.6199 gals.).
 FQ0485
 FQ0485.The modeled gravity was interpolated from observed gravity values.
 FQ0485
 FQ0485;                    North         East    Units  Estimated Accuracy
 FQ0485;SPC AZ C     -   507,990.      248,430.      MT  (+/- 180 meters Scaled)
 FQ0485
 FQ0485                          SUPERSEDED SURVEY CONTROL
 FQ0485
 FQ0485.No superseded survey control is available for this station.
 FQ0485
 FQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE520374(NAD 83)
 FQ0485_MARKER: DB = BENCH MARK DISK
 FQ0485_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0485_SP_SET: ROCK OUTCROP
 FQ0485_STAMPING: T 511 1983
 FQ0485_MARK LOGO: NGS   
 FQ0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0485+STABILITY: POSITION/ELEVATION WELL
 FQ0485
 FQ0485  HISTORY     - Date     Condition        Report By
 FQ0485  HISTORY     - 1983     MONUMENTED       NGS
 FQ0485
 FQ0485                          STATION DESCRIPTION
 FQ0485
 FQ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0485'34.6 KM (21.5 MI) SOUTH FROM CAMERON.
 FQ0485'34.6 KM (21.5 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0485'CAMERON, IN TOP OF A VOLCANIC OUTCROP FLUSH WITH THE SURFACE OF THE
 FQ0485'GROUND AT THE SOUTH END OF A LOW CUT, 0.6 KM (0.4 MI) NORTH OF THE T
 FQ0485'JUNCTION OF A ROAD LEADING EAST TO WUPATKI, 0.2 KM (0.15 MI) SOUTH OF
 FQ0485'A BOX CULVERT, 0.3 KM (0.2 MI) NORTH OF MILEPOST 445, 13.7 METERS (45
 FQ0485'FT) WEST OF THE HIGHWAY CENTERLINE, 11.2 METERS (37 FT) EAST OF THE
 FQ0485'RIGHT OF WAY FENCE.
 FQ0485'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FQ0485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0417 ***********************************************************************
 GP0417  DESIGNATION -  T 512
 GP0417  PID         -  GP0417
 GP0417  STATE/COUNTY-  AZ/NAVAJO
 GP0417  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0417
 GP0417                         *CURRENT SURVEY CONTROL
 GP0417  ___________________________________________________________________
 GP0417* NAD 83(1986)-  36 34 07.     (N)    110 29 11.     (W)     SCALED    
 GP0417* NAVD 88     -      2005.791  (meters)    6580.67   (feet)  ADJUSTED  
 GP0417  ___________________________________________________________________
 GP0417  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GP0417  DYNAMIC HT  -        2003.234 (meters)    6572.28  (feet)  COMP
 GP0417  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 GP0417
 GP0417  VERT ORDER  -  FIRST     CLASS II
 GP0417
 GP0417.The horizontal coordinates were scaled from a topographic map and have
 GP0417.an estimated accuracy of +/- 6 seconds.
 GP0417
 GP0417.The orthometric height was determined by differential leveling
 GP0417.and adjusted in June 1991.
 GP0417
 GP0417.The geoid height was determined by GEOID03.
 GP0417
 GP0417.The dynamic height is computed by dividing the NAVD 88
 GP0417.geopotential number by the normal gravity value computed on the
 GP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0417.degrees latitude (g = 980.6199 gals.).
 GP0417
 GP0417.The modeled gravity was interpolated from observed gravity values.
 GP0417
 GP0417;                    North         East    Units  Estimated Accuracy
 GP0417;SPC AZ E     -   617,650.      184,740.      MT  (+/- 180 meters Scaled)
 GP0417
 GP0417                          SUPERSEDED SURVEY CONTROL
 GP0417
 GP0417.No superseded survey control is available for this station.
 GP0417
 GP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF459471(NAD 83)
 GP0417_MARKER: I = METAL ROD
 GP0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0417_SP_SET: STAINLESS STEEL ROD
 GP0417_STAMPING: T 512 1983
 GP0417_MARK LOGO: NGS   
 GP0417_PROJECTION: FLUSH
 GP0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0417_ROD/PIPE-DEPTH: 5.8  meters
 GP0417
 GP0417  HISTORY     - Date     Condition        Report By
 GP0417  HISTORY     - 1983     MONUMENTED       NGS
 GP0417
 GP0417                          STATION DESCRIPTION
 GP0417
 GP0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0417'28.9 KM (17.95 MI) SW FROM KAYENTA.
 GP0417'28.9 KM (17.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0417'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 1.6 KM (1.0 MI) NORTHEAST
 GP0417'OF STATE HIGHWAY 564, 0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 375, AT A
 GP0417'UTILITY LINE CROSSING, 65.0 METERS (213.3 FT) NORTH OF THE CENTERLINE
 GP0417'OF THE HIGHWAY, 18.2 METERS (59.7 FT) NORTHWEST OF THE NORTHWEST 1 OF
 GP0417'2 UTILITY POLES, AND 16.8 METERS (55.1 FT) EAST OF A DOUBLE BRACED
 GP0417'FENCE POST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GP0417'CAP.
 GP0417'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 GP0417'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0394 ***********************************************************************
 GP0394  DESIGNATION -  T 513
 GP0394  PID         -  GP0394
 GP0394  STATE/COUNTY-  AZ/NAVAJO
 GP0394  USGS QUAD   -  TSEYI-HATSOSI (1988)
 GP0394
 GP0394                         *CURRENT SURVEY CONTROL
 GP0394  ___________________________________________________________________
 GP0394* NAD 83(1986)-  36 50 14.     (N)    110 15 12.     (W)     SCALED    
 GP0394* NAVD 88     -      1679.885  (meters)    5511.42   (feet)  ADJUSTED  
 GP0394  ___________________________________________________________________
 GP0394  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 GP0394  DYNAMIC HT  -        1677.899 (meters)    5504.91  (feet)  COMP
 GP0394  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 GP0394
 GP0394  VERT ORDER  -  FIRST     CLASS II
 GP0394
 GP0394.The horizontal coordinates were scaled from a topographic map and have
 GP0394.an estimated accuracy of +/- 6 seconds.
 GP0394
 GP0394.The orthometric height was determined by differential leveling
 GP0394.and adjusted in June 1991.
 GP0394
 GP0394.The geoid height was determined by GEOID03.
 GP0394
 GP0394.The dynamic height is computed by dividing the NAVD 88
 GP0394.geopotential number by the normal gravity value computed on the
 GP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0394.degrees latitude (g = 980.6199 gals.).
 GP0394
 GP0394.The modeled gravity was interpolated from observed gravity values.
 GP0394
 GP0394;                    North         East    Units  Estimated Accuracy
 GP0394;SPC AZ E     -   647,410.      205,630.      MT  (+/- 180 meters Scaled)
 GP0394
 GP0394                          SUPERSEDED SURVEY CONTROL
 GP0394
 GP0394.No superseded survey control is available for this station.
 GP0394
 GP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF665770(NAD 83)
 GP0394_MARKER: I = METAL ROD
 GP0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0394_SP_SET: STAINLESS STEEL ROD
 GP0394_STAMPING: T 513 1983
 GP0394_MARK LOGO: NGS   
 GP0394_PROJECTION: FLUSH
 GP0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0394_ROD/PIPE-DEPTH: 3.7  meters
 GP0394
 GP0394  HISTORY     - Date     Condition        Report By
 GP0394  HISTORY     - 1983     MONUMENTED       NGS
 GP0394
 GP0394                          STATION DESCRIPTION
 GP0394
 GP0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0394'16.5 KM (10.25 MI) NE FROM KAYENTA.
 GP0394'16.5 KM (10.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS
 GP0394'JUNCTION WITH U.S. HIGHWAY 160 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHEAST
 GP0394'OF MILEPOST 404, 52.1 METERS (170.8 FT) NORTHWEST OF THE CENTER OF A
 GP0394'DRY WASH, AND 23.0 METERS (75.5 FT) NORTHEAST OF THE CENTER OF THE
 GP0394'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0394'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 GP0394'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2510 ***********************************************************************
 CZ2510  HT_MOD      -  This is a Height Modernization Survey Station.
 CZ2510  DESIGNATION -  T 516
 CZ2510  PID         -  CZ2510
 CZ2510  STATE/COUNTY-  AZ/PINAL
 CZ2510  USGS QUAD   -  ELOY NORTH (1992)
 CZ2510
 CZ2510                         *CURRENT SURVEY CONTROL
 CZ2510  ___________________________________________________________________
 CZ2510* NAD 83(2007)-  32 45 47.92797(N)    111 30 57.06333(W)     ADJUSTED  
 CZ2510* NAVD 88     -       474.21   (meters)    1555.8    (feet)  GPS OBS   
 CZ2510  ___________________________________________________________________
 CZ2510  X           -  -1,969,163.350 (meters)                     COMP
 CZ2510  Y           -  -4,994,959.570 (meters)                     COMP
 CZ2510  Z           -   3,432,155.223 (meters)                     COMP
 CZ2510  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 CZ2510  ELLIP HEIGHT-         444.229 (meters)          (04/23/08) ADJUSTED
 CZ2510  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ2510  HORZ ORDER  -  A
 CZ2510  ELLP ORDER  -  FOURTH    CLASS II
 CZ2510
 CZ2510.The horizontal coordinates were established by GPS observations
 CZ2510.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 CZ2510
 CZ2510.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2510.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2510
 CZ2510.The orthometric height was determined by GPS observations and a
 CZ2510.high-resolution geoid model.
 CZ2510.The orthometric height was determined by GPS observations and a
 CZ2510.high-resolution geoid model using precise GPS observation and
 CZ2510.processing techniques. It supersedes the leveled height previously
 CZ2510.determined for this station.
 CZ2510
 CZ2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2510
 CZ2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2510
 CZ2510.The ellipsoidal height was determined by GPS observations
 CZ2510.and is referenced to NAD 83.
 CZ2510
 CZ2510.The geoid height was determined by GEOID03.
 CZ2510
 CZ2510;                    North         East     Units Scale Factor Converg.
 CZ2510;SPC AZ C     -   195,576.143   250,913.584   MT  0.99991738   +0 13 00.9
 CZ2510;SPC AZ C     -   641,654.01    823,207.30   iFT  0.99991738   +0 13 00.9
 CZ2510;UTM  12      - 3,625,166.044   451,682.831   MT  0.99962879   -0 16 45.0
 CZ2510
 CZ2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2510!SPC AZ C     -   0.99993026  x   0.99991738  =   0.99984764
 CZ2510!UTM  12      -   0.99993026  x   0.99962879  =   0.99955907
 CZ2510
 CZ2510                          SUPERSEDED SURVEY CONTROL
 CZ2510
 CZ2510  NAVD 88 (11/29/93)  474.267  (m)         1555.99   (f) ADJUSTED    1 2
 CZ2510
 CZ2510.Superseded values are not recommended for survey control.
 CZ2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2510.See file dsdata.txt to determine how the superseded data were derived.
 CZ2510
 CZ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5168325166(NAD 83)
 CZ2510_MARKER: F = FLANGE-ENCASED ROD
 CZ2510_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2510_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2510_STAMPING: T 516 1992
 CZ2510_MARK LOGO: NGS   
 CZ2510_PROJECTION: FLUSH
 CZ2510_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2510+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2006
 CZ2510_ROD/PIPE-DEPTH: 5.5  meters
 CZ2510_SLEEVE-DEPTH  : 0.9 meters
 CZ2510
 CZ2510  HISTORY     - Date     Condition        Report By
 CZ2510  HISTORY     - 1992     MONUMENTED       NGS
 CZ2510  HISTORY     - 20060923 GOOD             GEOCAC
 CZ2510  HISTORY     - 20061205 GOOD             PSOMAS
 CZ2510
 CZ2510                          STATION DESCRIPTION
 CZ2510
 CZ2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2510'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2510'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2510'THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, 20.2 M
 CZ2510'(66.3 FT) NORTH OF THE CENTERLINE OF BATTAGLIA DRIVE, 15.4 M (50.5
 CZ2510'FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 CZ2510'THE HIGHWAY, 1.4 M (4.6 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE,
 CZ2510'AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 CZ2510'POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2510
 CZ2510                          STATION RECOVERY (2006)
 CZ2510
 CZ2510'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2510'RECOVERED IN GOOD CONDITION.
 CZ2510
 CZ2510                          STATION RECOVERY (2006)
 CZ2510
 CZ2510'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2006 (PM)
 CZ2510'RECOVERED AS DESCRIBED.
 CZ2510' 
 CZ2510'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 CZ2510'OF A FIXED HEIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2310 ***********************************************************************
 DU2310  DESIGNATION -  T 517
 DU2310  PID         -  DU2310
 DU2310  STATE/COUNTY-  AZ/MARICOPA
 DU2310  USGS QUAD   -  BUCKHORN (1982)
 DU2310
 DU2310                         *CURRENT SURVEY CONTROL
 DU2310  ___________________________________________________________________
 DU2310* NAD 83(1986)-  33 27 05.     (N)    111 43 06.     (W)     SCALED    
 DU2310* NAVD 88     -       426.843  (meters)    1400.40   (feet)  ADJUSTED  
 DU2310  ___________________________________________________________________
 DU2310  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU2310  DYNAMIC HT  -         426.339 (meters)    1398.75  (feet)  COMP
 DU2310  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 DU2310
 DU2310  VERT ORDER  -  FIRST     CLASS II
 DU2310
 DU2310.The horizontal coordinates were scaled from a topographic map and have
 DU2310.an estimated accuracy of +/- 6 seconds.
 DU2310
 DU2310.The orthometric height was determined by differential leveling
 DU2310.and adjusted in November 1993.
 DU2310
 DU2310.The geoid height was determined by GEOID03.
 DU2310
 DU2310.The dynamic height is computed by dividing the NAVD 88
 DU2310.geopotential number by the normal gravity value computed on the
 DU2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2310.degrees latitude (g = 980.6199 gals.).
 DU2310
 DU2310.The modeled gravity was interpolated from observed gravity values.
 DU2310
 DU2310;                    North         East    Units  Estimated Accuracy
 DU2310;SPC AZ C     -   271,830.      231,800.      MT  (+/- 180 meters Scaled)
 DU2310
 DU2310                          SUPERSEDED SURVEY CONTROL
 DU2310
 DU2310.No superseded survey control is available for this station.
 DU2310
 DU2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC332015(NAD 83)
 DU2310_MARKER: I = METAL ROD
 DU2310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2310_SP_SET: STAINLESS STEEL ROD
 DU2310_STAMPING: T 517 1992
 DU2310_MARK LOGO: NGS   
 DU2310_PROJECTION: FLUSH
 DU2310_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2310+STABILITY: POSITION/ELEVATION WELL
 DU2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2310+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2310_ROD/PIPE-DEPTH: 4.7  meters
 DU2310
 DU2310  HISTORY     - Date     Condition        Report By
 DU2310  HISTORY     - 1992     MONUMENTED       NGS
 DU2310  HISTORY     - 20061227 MARK NOT FOUND   GEOCAC
 DU2310
 DU2310                          STATION DESCRIPTION
 DU2310
 DU2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2310'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2310'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2310'4.0 KM (2.50 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, THENCE 1.6 KM
 DU2310'(1.00 MI) EASTERLY ALONG EAST MCKELLIPS ROAD, 16.9 M (55.4 FT) EAST
 DU2310'OF THE CENTERLINE OF THE NORTHBOUND LANES OF NORTH HIGLEY ROAD, 7.1 M
 DU2310'(23.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD,
 DU2310'1.2 M (3.9 FT) EAST OF THE NORTHEAST CORNER OF A UTILITY PEDESTAL,
 DU2310'0.3 M (1.0 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.3 M (1.0 FT)
 DU2310'NORTH OF THE NORTH EDGE OF THE FOOTING FOR A TRAFFIC SIGNAL, AND 0.2
 DU2310'M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 DU2310'POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2310
 DU2310                          STATION RECOVERY (2006)
 DU2310
 DU2310'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2310'THE INTERSECTION HAS BEEN EXPANDED. THE SIDEWALK IS NOW IN CONTACT
 DU2310'WITH THE TRAFFIC SIGNAL FOUNDATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2336 ***********************************************************************
 DU2336  DESIGNATION -  T 518
 DU2336  PID         -  DU2336
 DU2336  STATE/COUNTY-  AZ/MARICOPA
 DU2336  USGS QUAD   -  TEMPE (1982)
 DU2336
 DU2336                         *CURRENT SURVEY CONTROL
 DU2336  ___________________________________________________________________
 DU2336* NAD 83(1986)-  33 24 30.     (N)    111 56 53.     (W)     SCALED    
 DU2336* NAVD 88     -       352.536  (meters)    1156.61   (feet)  ADJUSTED  
 DU2336  ___________________________________________________________________
 DU2336  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2336  DYNAMIC HT  -         352.130 (meters)    1155.28  (feet)  COMP
 DU2336  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 DU2336
 DU2336  VERT ORDER  -  FIRST     CLASS II
 DU2336
 DU2336.The horizontal coordinates were scaled from a topographic map and have
 DU2336.an estimated accuracy of +/- 6 seconds.
 DU2336
 DU2336.The orthometric height was determined by differential leveling
 DU2336.and adjusted in November 1993.
 DU2336
 DU2336.The geoid height was determined by GEOID03.
 DU2336
 DU2336.The dynamic height is computed by dividing the NAVD 88
 DU2336.geopotential number by the normal gravity value computed on the
 DU2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2336.degrees latitude (g = 980.6199 gals.).
 DU2336
 DU2336.The modeled gravity was interpolated from observed gravity values.
 DU2336
 DU2336;                    North         East    Units  Estimated Accuracy
 DU2336;SPC AZ C     -   267,040.      210,440.      MT  (+/- 180 meters Scaled)
 DU2336
 DU2336                          SUPERSEDED SURVEY CONTROL
 DU2336
 DU2336.No superseded survey control is available for this station.
 DU2336
 DU2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118969(NAD 83)
 DU2336_MARKER: I = METAL ROD
 DU2336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2336_SP_SET: STAINLESS STEEL ROD
 DU2336_STAMPING: T 518 1992
 DU2336_MARK LOGO: NGS   
 DU2336_PROJECTION: FLUSH
 DU2336_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2336+STABILITY: POSITION/ELEVATION WELL
 DU2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2336+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DU2336_ROD/PIPE-DEPTH: 4.3  meters
 DU2336
 DU2336  HISTORY     - Date     Condition        Report By
 DU2336  HISTORY     - 1992     MONUMENTED       NGS
 DU2336  HISTORY     - 20060807 GOOD             GEOCAC
 DU2336  HISTORY     - 20070928 GOOD             GEOCAC
 DU2336
 DU2336                          STATION DESCRIPTION
 DU2336
 DU2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2336'IN TEMPE, AT THE INTERSECTION OF WEST 19TH AND SOUTH ROOSEVELT
 DU2336'STREETS, NEAR THE SOUTHEAST CORNER OF CLARK PARK, 21.3 M (69.9 FT)
 DU2336'WEST OF THE CENTER OF ROOSEVELT, 15.5 M (50.9 FT) NORTH OF AND LEVEL
 DU2336'WITH THE CENTER OF 19TH STREET, 12.0 M (39.4 FT) SOUTH OF THE CENTER
 DU2336'OF AN ENTRANCE ROAD LEADING TO A PARKING AREA, 5.3 M (17.4 FT) 5.3 M
 DU2336'(17.4 FT) NORTHEAST OF THE NORTHWEST END OF A SIGN (CLARK PARK CITY
 DU2336'OF TEMPE ARIZONA), 2.0 M (6.6 FT) WEST OF THE WEST EDGE OF A
 DU2336'SIDEWALK, AND 1.0 M (3.3 FT) EAST OF THE SOUTHEAST CORNER OF A STUCCO
 DU2336'WALL.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2336
 DU2336                          STATION RECOVERY (2006)
 DU2336
 DU2336'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2336'THE COVER OF THE LOGO CAP IS MISSING/BROKEN OFF.
 DU2336
 DU2336                          STATION RECOVERY (2007)
 DU2336
 DU2336'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2336'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU2336'COORDINATES
 DU2336'33 24 30.4 (N)   111 56 53.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2308 ***********************************************************************
 DV2308  DESIGNATION -  T 519
 DV2308  PID         -  DV2308
 DV2308  STATE/COUNTY-  AZ/MARICOPA
 DV2308  USGS QUAD   -  FOWLER (1982)
 DV2308
 DV2308                         *CURRENT SURVEY CONTROL
 DV2308  ___________________________________________________________________
 DV2308* NAD 83(1986)-  33 24 30.     (N)    112 14 07.     (W)     SCALED    
 DV2308* NAVD 88     -       302.447  (meters)     992.28   (feet)  ADJUSTED  
 DV2308  ___________________________________________________________________
 DV2308  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV2308  DYNAMIC HT  -         302.098 (meters)     991.13  (feet)  COMP
 DV2308  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 DV2308
 DV2308  VERT ORDER  -  FIRST     CLASS II
 DV2308
 DV2308.The horizontal coordinates were scaled from a topographic map and have
 DV2308.an estimated accuracy of +/- 6 seconds.
 DV2308
 DV2308.The orthometric height was determined by differential leveling
 DV2308.and adjusted in November 1993.
 DV2308
 DV2308.The geoid height was determined by GEOID03.
 DV2308
 DV2308.The dynamic height is computed by dividing the NAVD 88
 DV2308.geopotential number by the normal gravity value computed on the
 DV2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2308.degrees latitude (g = 980.6199 gals.).
 DV2308
 DV2308.The modeled gravity was interpolated from observed gravity values.
 DV2308
 DV2308;                    North         East    Units  Estimated Accuracy
 DV2308;SPC AZ C     -   267,080.      183,730.      MT  (+/- 180 meters Scaled)
 DV2308
 DV2308                          SUPERSEDED SURVEY CONTROL
 DV2308
 DV2308.No superseded survey control is available for this station.
 DV2308
 DV2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB851972(NAD 83)
 DV2308_MARKER: DV = VERTICAL CONTROL DISK
 DV2308_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2308_SP_SET: FOOTING
 DV2308_STAMPING: T 519 1992
 DV2308_MARK LOGO: NGS   
 DV2308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2308+STABILITY: POSITION/ELEVATION WELL
 DV2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2308+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2308
 DV2308  HISTORY     - Date     Condition        Report By
 DV2308  HISTORY     - 1992     MONUMENTED       NGS
 DV2308  HISTORY     - 20060810 GOOD             GEOCAC
 DV2308
 DV2308                          STATION DESCRIPTION
 DV2308
 DV2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2308'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2308'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2308'91ST AVENUE, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG WEST BROADWAY
 DV2308'ROAD, NEAR THE SOUTHEAST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2308'TOWER NUMBER 29, 120.0 M (393.7 FT) EAST OF THE EXTENDED CENTER OF
 DV2308'SOUTH 83RD AVENUE, 13.4 M (44.0 FT) NORTH OF AND LEVEL WITH THE ROAD
 DV2308'CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 DV2308
 DV2308                          STATION RECOVERY (2006)
 DV2308
 DV2308'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0667 ***********************************************************************
 FS0667  DESIGNATION -  T 52
 FS0667  PID         -  FS0667
 FS0667  STATE/COUNTY-  AZ/MOHAVE
 FS0667  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0667
 FS0667                         *CURRENT SURVEY CONTROL
 FS0667  ___________________________________________________________________
 FS0667* NAD 83(1986)-  35 29 45.     (N)    114 33 29.     (W)     SCALED    
 FS0667* NAVD 88     -       634.118  (meters)    2080.44   (feet)  POSTED    
 FS0667  ___________________________________________________________________
 FS0667  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FS0667  DYNAMIC HT  -         633.440 (meters)    2078.21  (feet)  COMP
 FS0667  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 FS0667
 FS0667  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0667
 FS0667.The horizontal coordinates were scaled from a topographic map and have
 FS0667.an estimated accuracy of +/- 6 seconds.
 FS0667
 FS0667.The orthometric height was determined by differential leveling
 FS0667.and adjusted by the  in 1992.
 FS0667.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0667.rate of 1.1 thru 2.0 mm/km.
 FS0667
 FS0667.The geoid height was determined by GEOID03.
 FS0667
 FS0667.The dynamic height is computed by dividing the NAVD 88
 FS0667.geopotential number by the normal gravity value computed on the
 FS0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0667.degrees latitude (g = 980.6199 gals.).
 FS0667
 FS0667.The modeled gravity was interpolated from observed gravity values.
 FS0667
 FS0667;                    North         East    Units  Estimated Accuracy
 FS0667;SPC AZ W     -   498,900.      140,050.      MT  (+/- 180 meters Scaled)
 FS0667
 FS0667                          SUPERSEDED SURVEY CONTROL
 FS0667
 FS0667  NGVD 29 (??/??/92)  633.377  (m)         2078.00   (f) ADJ UNCH    1 2
 FS0667
 FS0667.Superseded values are not recommended for survey control.
 FS0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0667.See file dsdata.txt to determine how the superseded data were derived.
 FS0667
 FS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV215307(NAD 83)
 FS0667_MARKER: DB = BENCH MARK DISK
 FS0667_SETTING: 66 = SET IN ROCK OUTCROP
 FS0667_SP_SET: ROCK OUTCROP
 FS0667_STAMPING: T 52 1934
 FS0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0667+STABILITY: POSITION/ELEVATION WELL
 FS0667
 FS0667  HISTORY     - Date     Condition        Report By
 FS0667  HISTORY     - 1934     MONUMENTED       CGS
 FS0667  HISTORY     - 1950     GOOD             NGS
 FS0667
 FS0667                          STATION DESCRIPTION
 FS0667
 FS0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0667'21.6 MI W FROM GRASSHOPPER JUNCTION.
 FS0667'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0667'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 14.2 MILES
 FS0667'WEST ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING,
 FS0667'IN THE TOP OF THE NORTH END OF A LARGE LIMESTONE OUTCROP, 37
 FS0667'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 1/2 FEET
 FS0667'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2348 ***********************************************************************
 DU2348  DESIGNATION -  T 521
 DU2348  PID         -  DU2348
 DU2348  STATE/COUNTY-  AZ/PINAL
 DU2348  USGS QUAD   -  SACATON BUTTE (1967)
 DU2348
 DU2348                         *CURRENT SURVEY CONTROL
 DU2348  ___________________________________________________________________
 DU2348* NAD 83(1986)-  33 07 03.     (N)    111 53 18.     (W)     SCALED    
 DU2348* NAVD 88     -       366.923  (meters)    1203.81   (feet)  ADJUSTED  
 DU2348  ___________________________________________________________________
 DU2348  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DU2348  DYNAMIC HT  -         366.486 (meters)    1202.38  (feet)  COMP
 DU2348  MODELED GRAV-     979,436.7   (mgal)                       NAVD 88
 DU2348
 DU2348  VERT ORDER  -  FIRST     CLASS II
 DU2348
 DU2348.The horizontal coordinates were scaled from a topographic map and have
 DU2348.an estimated accuracy of +/- 6 seconds.
 DU2348
 DU2348.The orthometric height was determined by differential leveling
 DU2348.and adjusted in August 1994.
 DU2348
 DU2348.The geoid height was determined by GEOID03.
 DU2348
 DU2348.The dynamic height is computed by dividing the NAVD 88
 DU2348.geopotential number by the normal gravity value computed on the
 DU2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2348.degrees latitude (g = 980.6199 gals.).
 DU2348
 DU2348.The modeled gravity was interpolated from observed gravity values.
 DU2348
 DU2348;                    North         East    Units  Estimated Accuracy
 DU2348;SPC AZ C     -   234,780.      216,000.      MT  (+/- 180 meters Scaled)
 DU2348
 DU2348                          SUPERSEDED SURVEY CONTROL
 DU2348
 DU2348.No superseded survey control is available for this station.
 DU2348
 DU2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB171646(NAD 83)
 DU2348_MARKER: I = METAL ROD
 DU2348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2348_SP_SET: STAINLESS STEEL ROD
 DU2348_STAMPING: T 521 1994
 DU2348_MARK LOGO: NGS   
 DU2348_PROJECTION: FLUSH
 DU2348_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2348+STABILITY: POSITION/ELEVATION WELL
 DU2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2348+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU2348_ROD/PIPE-DEPTH: 8.4  meters
 DU2348
 DU2348  HISTORY     - Date     Condition        Report By
 DU2348  HISTORY     - 1994     MONUMENTED       NGS
 DU2348  HISTORY     - 20061106 GOOD             GEOCAC
 DU2348
 DU2348                          STATION DESCRIPTION
 DU2348
 DU2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2348'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2348'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2348'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 4.8 KM (3.00 MI)
 DU2348'WESTERLY ALONG CASA BLANCA ROAD, 16.3 M (53.5 FT) SOUTH OF THE ROAD
 DU2348'CENTERLINE, 6.6 M (21.7 FT) EAST OF THE CENTER OF THE WEST ENTRANCE
 DU2348'ROAD LEADING TO THE CASA BLANCA DAY SCHOOL, 0.9 M (3.0 FT) SOUTH OF A
 DU2348'WITNESS POST AND CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 DU2348'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH
 DU2348'LOGO CAP. THE MONUMENT IS ON PROPERTY OWNED BY THE CASA BLANCA DAY
 DU2348'SCHOOL, CONTRACT--B.L. SANCHEZ--ACTING PRINCIPAL, P.O. BOX 940,
 DU2348'BAPCHULE, AZ 85203, TELEPHONE NUMBER (602) 315-3487.
 DU2348
 DU2348                          STATION RECOVERY (2006)
 DU2348
 DU2348'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0456 ***********************************************************************
 FS0456  DESIGNATION -  T 53
 FS0456  PID         -  FS0456
 FS0456  STATE/COUNTY-  AZ/MOHAVE
 FS0456  USGS QUAD   -  GARNET MTN (1989)
 FS0456
 FS0456                         *CURRENT SURVEY CONTROL
 FS0456  ___________________________________________________________________
 FS0456* NAD 83(1986)-  35 52 13.     (N)    114 04 59.     (W)     SCALED    
 FS0456* NAVD 88     -      1210.475  (meters)    3971.37   (feet)  POSTED    
 FS0456  ___________________________________________________________________
 FS0456  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 FS0456  DYNAMIC HT  -        1209.090 (meters)    3966.82  (feet)  COMP
 FS0456  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 FS0456
 FS0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0456
 FS0456.The horizontal coordinates were scaled from a topographic map and have
 FS0456.an estimated accuracy of +/- 6 seconds.
 FS0456
 FS0456.The orthometric height was determined by differential leveling
 FS0456.and adjusted by the  in 1992.
 FS0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0456.rate of 0.0 thru 1.0 mm/km.
 FS0456
 FS0456.The geoid height was determined by GEOID03.
 FS0456
 FS0456.The dynamic height is computed by dividing the NAVD 88
 FS0456.geopotential number by the normal gravity value computed on the
 FS0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0456.degrees latitude (g = 980.6199 gals.).
 FS0456
 FS0456.The modeled gravity was interpolated from observed gravity values.
 FS0456
 FS0456;                    North         East    Units  Estimated Accuracy
 FS0456;SPC AZ W     -   540,190.      183,280.      MT  (+/- 180 meters Scaled)
 FS0456
 FS0456                          SUPERSEDED SURVEY CONTROL
 FS0456
 FS0456  NGVD 29 (??/??/92) 1209.704  (m)         3968.84   (f) ADJ UNCH    1 1
 FS0456
 FS0456.Superseded values are not recommended for survey control.
 FS0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0456.See file dsdata.txt to determine how the superseded data were derived.
 FS0456
 FS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV633734(NAD 83)
 FS0456_MARKER: DB = BENCH MARK DISK
 FS0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0456_STAMPING: T 53 1934
 FS0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0456+STABILITY: SURFACE MOTION
 FS0456
 FS0456  HISTORY     - Date     Condition        Report By
 FS0456  HISTORY     - 1934     MONUMENTED       CGS
 FS0456  HISTORY     - 1950     GOOD             NGS
 FS0456  HISTORY     - 1986     GOOD             USPSQD
 FS0456
 FS0456                          STATION DESCRIPTION
 FS0456
 FS0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0456'20 MI S FROM PIERCES FERRY.
 FS0456'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0456'RANGER STATION AT PIERCES FERRY, THENCE 6.6 MILES SOUTH ALONG
 FS0456'A DIRT ROAD, 0.9 MILE NORTH OF THE JUNCTION OF A DIRT ROAD
 FS0456'LEADING SOUTHEAST, 13 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FS0456'2.8 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FS0456'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FS0456'ABOVE GROUND.
 FS0456
 FS0456                          STATION RECOVERY (1986)
 FS0456
 FS0456'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0117 ***********************************************************************
 GQ0117  DESIGNATION -  T 54
 GQ0117  PID         -  GQ0117
 GQ0117  STATE/COUNTY-  AZ/MOHAVE
 GQ0117  USGS QUAD   -  GYP HILLS (1971)
 GQ0117
 GQ0117                         *CURRENT SURVEY CONTROL
 GQ0117  ___________________________________________________________________
 GQ0117* NAD 83(1986)-  36 16 31.     (N)    113 54 31.     (W)     SCALED    
 GQ0117* NAVD 88     -       585.875  (meters)    1922.16   (feet)  POSTED    
 GQ0117  ___________________________________________________________________
 GQ0117  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GQ0117  DYNAMIC HT  -         585.270 (meters)    1920.17  (feet)  COMP
 GQ0117  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 GQ0117
 GQ0117  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0117
 GQ0117.The horizontal coordinates were scaled from a topographic map and have
 GQ0117.an estimated accuracy of +/- 6 seconds.
 GQ0117
 GQ0117.The orthometric height was determined by differential leveling
 GQ0117.and adjusted by the  in 1992.
 GQ0117.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0117.rate of 0.0 thru 1.0 mm/km.
 GQ0117
 GQ0117.The geoid height was determined by GEOID03.
 GQ0117
 GQ0117.The dynamic height is computed by dividing the NAVD 88
 GQ0117.geopotential number by the normal gravity value computed on the
 GQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0117.degrees latitude (g = 980.6199 gals.).
 GQ0117
 GQ0117.The modeled gravity was interpolated from observed gravity values.
 GQ0117
 GQ0117;                    North         East    Units  Estimated Accuracy
 GQ0117;SPC AZ W     -   585,090.      199,110.      MT  (+/- 180 meters Scaled)
 GQ0117
 GQ0117                          SUPERSEDED SURVEY CONTROL
 GQ0117
 GQ0117  NGVD 29 (??/??/92)  585.180  (m)         1919.88   (f) ADJ UNCH    1 1
 GQ0117
 GQ0117.Superseded values are not recommended for survey control.
 GQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0117.See file dsdata.txt to determine how the superseded data were derived.
 GQ0117
 GQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF387184(NAD 83)
 GQ0117_MARKER: DB = BENCH MARK DISK
 GQ0117_SETTING: 80 = SET IN A BOULDER
 GQ0117_SP_SET: BOULDER
 GQ0117_STAMPING: T 54 1934
 GQ0117_MARK LOGO: CGS   
 GQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0117+STABILITY: SURFACE MOTION
 GQ0117
 GQ0117  HISTORY     - Date     Condition        Report By
 GQ0117  HISTORY     - 1934     MONUMENTED       CGS
 GQ0117  HISTORY     - 1950     GOOD             NGS
 GQ0117  HISTORY     - 1970     GOOD             USGS
 GQ0117
 GQ0117                          STATION DESCRIPTION
 GQ0117
 GQ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0117'51.1 MI SE FROM RIVERSIDE, NV.
 GQ0117'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0117'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0117'THENCE 11.4 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0117'FERRY ROAD, 0.1 MILE SOUTH OF AND ACROSS A WASH FROM A POINT WHERE THE
 GQ0117'ROAD ENTERS THE WASH AFTER DESCENDING A GRADE THROUGH A NARROW CUT, AT
 GQ0117'THE FOOT OF THE SOUTHEAST BANK OF THE WASH, IN THE TOP OF A
 GQ0117'CONGLOMERATE BOULDER, ABOUT 75 YARDS SOUTHEAST OF THE APPROXIMATE
 GQ0117'CENTER OF THE WASH, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 GQ0117'AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GQ0117
 GQ0117                          STATION RECOVERY (1970)
 GQ0117
 GQ0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GQ0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0135 ***********************************************************************
 DV0135  DESIGNATION -  T 56
 DV0135  PID         -  DV0135
 DV0135  STATE/COUNTY-  AZ/MARICOPA
 DV0135  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0135
 DV0135                         *CURRENT SURVEY CONTROL
 DV0135  ___________________________________________________________________
 DV0135* NAD 83(1986)-  33 48 42.     (N)    112 08 10.     (W)     SCALED    
 DV0135* NAVD 88     -       521.23   (+/-2cm)    1710.1    (feet)  VERTCON   
 DV0135  ___________________________________________________________________
 DV0135  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DV0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0135
 DV0135.The horizontal coordinates were scaled from a topographic map and have
 DV0135.an estimated accuracy of +/- 6 seconds.
 DV0135
 DV0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0135.The vertical order pertains to the NGVD 29 superseded value.
 DV0135
 DV0135.The geoid height was determined by GEOID03.
 DV0135
 DV0135;                    North         East    Units  Estimated Accuracy
 DV0135;SPC AZ C     -   311,790.      193,040.      MT  (+/- 180 meters Scaled)
 DV0135
 DV0135                          SUPERSEDED SURVEY CONTROL
 DV0135
 DV0135  NGVD 29 (??/??/92)  520.625  (m)         1708.08   (f) ADJ UNCH    2 0
 DV0135
 DV0135.Superseded values are not recommended for survey control.
 DV0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0135.See file dsdata.txt to determine how the superseded data were derived.
 DV0135
 DV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC948418(NAD 83)
 DV0135_MARKER: DB = BENCH MARK DISK
 DV0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0135_STAMPING: T 56 1934
 DV0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0135+STABILITY: SURFACE MOTION
 DV0135
 DV0135  HISTORY     - Date     Condition        Report By
 DV0135  HISTORY     - 1934     MONUMENTED       CGS
 DV0135  HISTORY     - 1970     GOOD             NGS
 DV0135  HISTORY     - 1971     GOOD             NGS
 DV0135  HISTORY     - 1977     GOOD             LOCENG
 DV0135
 DV0135                          STATION DESCRIPTION
 DV0135
 DV0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0135'6.75 MI S FROM NEW RIVER.
 DV0135'6.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0135'RIVER TO THE MARK ON THE LEFT.  ABOUT 750 FEET EAST OF THE CENTER OF
 DV0135'THE HIGHWAY, 29 FEET EAST OF THE CENTER OF AN OLD GRAVELED ROAD AND 4
 DV0135'FEET SOUTH OF THE WITNESS POST.  THE MARK IS SET IN THE TOP OF A 6
 DV0135'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  THIS MARK IS
 DV0135'0.75 MILE SOUTH OF PIONEER ROAD.
 DV0135
 DV0135                          STATION RECOVERY (1971)
 DV0135
 DV0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DV0135'RECOVERED IN GOOD CONDITION.
 DV0135
 DV0135                          STATION RECOVERY (1977)
 DV0135
 DV0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 DV0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0201 ***********************************************************************
 ET0201  DESIGNATION -  T 57
 ET0201  PID         -  ET0201
 ET0201  STATE/COUNTY-  AZ/YAVAPAI
 ET0201  USGS QUAD   -  POLAND JUNCTION (1975)
 ET0201
 ET0201                         *CURRENT SURVEY CONTROL
 ET0201  ___________________________________________________________________
 ET0201* NAD 83(1986)-  34 27 10.     (N)    112 16 18.     (W)     SCALED    
 ET0201* NAVD 88     -      1493.79   (+/-2cm)    4900.9    (feet)  VERTCON   
 ET0201  ___________________________________________________________________
 ET0201  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 ET0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0201
 ET0201.The horizontal coordinates were scaled from a topographic map and have
 ET0201.an estimated accuracy of +/- 6 seconds.
 ET0201
 ET0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0201.The vertical order pertains to the NGVD 29 superseded value.
 ET0201
 ET0201.The geoid height was determined by GEOID03.
 ET0201
 ET0201;                    North         East    Units  Estimated Accuracy
 ET0201;SPC AZ C     -   382,930.      180,740.      MT  (+/- 180 meters Scaled)
 ET0201
 ET0201                          SUPERSEDED SURVEY CONTROL
 ET0201
 ET0201  NGVD 29 (??/??/92) 1492.956  (m)         4898.14   (f) ADJ UNCH    2 0
 ET0201
 ET0201.Superseded values are not recommended for survey control.
 ET0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0201.See file dsdata.txt to determine how the superseded data were derived.
 ET0201
 ET0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD831130(NAD 83)
 ET0201_MARKER: DB = BENCH MARK DISK
 ET0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0201_SP_SET: CONCRETE BASE
 ET0201_STAMPING: T 57 1934
 ET0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0201
 ET0201  HISTORY     - Date     Condition        Report By
 ET0201  HISTORY     - 1934     MONUMENTED       CGS
 ET0201  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0201
 ET0201                          STATION DESCRIPTION
 ET0201
 ET0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0201'4.4 MI N FROM MAYER.
 ET0201'4.4 MILES NORTH ALONG STATE HIGHWAY 69 FROM MAYER, YAVAPAI COUNTY, 4.2
 ET0201'MILES SOUTH OF HUMBOLDT, AT AN ARIZONA LIGHT AND POWER CO.
 ET0201'SUB-STATION, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 ET0201'CONCRETE BASE OF A TRANSFORMER.  A STANDARD DISK, STAMPED T 57 1934.
 ET0201
 ET0201                          STATION RECOVERY (1974)
 ET0201
 ET0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0428 ***********************************************************************
 CZ0428  DESIGNATION -  T 59
 CZ0428  PID         -  CZ0428
 CZ0428  STATE/COUNTY-  AZ/PINAL
 CZ0428  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ0428
 CZ0428                         *CURRENT SURVEY CONTROL
 CZ0428  ___________________________________________________________________
 CZ0428* NAD 83(1986)-  32 45 23.     (N)    111 08 27.     (W)     SCALED    
 CZ0428* NAVD 88     -       812.50   (+/-2cm)    2665.7    (feet)  VERTCON   
 CZ0428  ___________________________________________________________________
 CZ0428  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CZ0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0428
 CZ0428.The horizontal coordinates were scaled from a topographic map and have
 CZ0428.an estimated accuracy of +/- 6 seconds.
 CZ0428
 CZ0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0428.The vertical order pertains to the NGVD 29 superseded value.
 CZ0428
 CZ0428.The geoid height was determined by GEOID03.
 CZ0428
 CZ0428;                    North         East    Units  Estimated Accuracy
 CZ0428;SPC AZ C     -   195,000.      286,060.      MT  (+/- 180 meters Scaled)
 CZ0428
 CZ0428                          SUPERSEDED SURVEY CONTROL
 CZ0428
 CZ0428  NGVD 29 (??/??/92)  811.888  (m)         2663.67   (f) ADJ UNCH    2 0
 CZ0428
 CZ0428.Superseded values are not recommended for survey control.
 CZ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0428.See file dsdata.txt to determine how the superseded data were derived.
 CZ0428
 CZ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB868242(NAD 83)
 CZ0428_MARKER: DB = BENCH MARK DISK
 CZ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0428_STAMPING: T 59 1934
 CZ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0428+STABILITY: SURFACE MOTION
 CZ0428
 CZ0428  HISTORY     - Date     Condition        Report By
 CZ0428  HISTORY     - 1934     MONUMENTED       CGS
 CZ0428  HISTORY     - 1965     MARK NOT FOUND   NGS
 CZ0428
 CZ0428                          STATION DESCRIPTION
 CZ0428
 CZ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0428'18.6 MI N FROM WALNUT WELLS.
 CZ0428'18.6 MILES NORTH ALONG U.S. HIGHWAY 80 FROM WALNUT WELLS, 47 FEET
 CZ0428'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF A WIRE
 CZ0428'FENCE. A STANDARD DISK, STAMPED T 59 1934 AND SET IN THE TOP OF A
 CZ0428'CONCRETE POST.
 CZ0428
 CZ0428                          STATION RECOVERY (1965)
 CZ0428
 CZ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CZ0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0140 ***********************************************************************
 GP0140  DESIGNATION -  T 6
 GP0140  PID         -  GP0140
 GP0140  STATE/COUNTY-  AZ/COCONINO
 GP0140  USGS QUAD   -  THE GAP (1981)
 GP0140
 GP0140                         *CURRENT SURVEY CONTROL
 GP0140  ___________________________________________________________________
 GP0140* NAD 83(1986)-  36 17 40.     (N)    111 26 59.     (W)     SCALED    
 GP0140* NAVD 88     -      1601.039  (meters)    5252.74   (feet)  POSTED    
 GP0140  ___________________________________________________________________
 GP0140  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GP0140  DYNAMIC HT  -        1599.040 (meters)    5246.18  (feet)  COMP
 GP0140  MODELED GRAV-     979,327.3   (mgal)                       NAVD 88
 GP0140
 GP0140  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0140
 GP0140.The horizontal coordinates were scaled from a topographic map and have
 GP0140.an estimated accuracy of +/- 6 seconds.
 GP0140
 GP0140.The orthometric height was determined by differential leveling
 GP0140.and adjusted by the  in 1992.
 GP0140.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0140.rate of 1.1 thru 2.0 mm/km.
 GP0140
 GP0140.The geoid height was determined by GEOID03.
 GP0140
 GP0140.The dynamic height is computed by dividing the NAVD 88
 GP0140.geopotential number by the normal gravity value computed on the
 GP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0140.degrees latitude (g = 980.6199 gals.).
 GP0140
 GP0140.The modeled gravity was interpolated from observed gravity values.
 GP0140
 GP0140;                    North         East    Units  Estimated Accuracy
 GP0140;SPC AZ C     -   587,280.      255,300.      MT  (+/- 180 meters Scaled)
 GP0140
 GP0140                          SUPERSEDED SURVEY CONTROL
 GP0140
 GP0140  NGVD 29 (??/??/92) 1600.088  (m)         5249.62   (f) ADJ UNCH    1 2
 GP0140
 GP0140.Superseded values are not recommended for survey control.
 GP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0140.See file dsdata.txt to determine how the superseded data were derived.
 GP0140
 GP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF596167(NAD 83)
 GP0140_MARKER: DB = BENCH MARK DISK
 GP0140_SETTING: 66 = SET IN ROCK OUTCROP
 GP0140_SP_SET: SANDSTONE OUTCROP
 GP0140_STAMPING: ELEV 5249.622 FT
 GP0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0140+STABILITY: POSITION/ELEVATION WELL
 GP0140
 GP0140  HISTORY     - Date     Condition        Report By
 GP0140  HISTORY     - UNK      MONUMENTED       CGS
 GP0140  HISTORY     - 1921     GOOD             NGS
 GP0140
 GP0140                          STATION DESCRIPTION
 GP0140
 GP0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1921
 GP0140'30.1 MI N FROM CAMERON.
 GP0140'30.1 MILES NORTH ALONG THE 1921 ROUTE OF U.S. HIGHWAY 89 FROM THE
 GP0140'NORTH END OF THE SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 0.8
 GP0140'MILE SOUTH OF THE TRADING POST AT THE GAP, OPPOSITE THE RAILED BRIDGE
 GP0140'AT STATION 1597+, AT THE MOUTH OF A SMALL CANYON, 245 YARDS NORTHEAST
 GP0140'OF THE CENTER OF THE BRIDGE, 43 YARDS WEST ALONG AN ABANDONED ROAD
 GP0140'FROM THE MIDDLE OF A WASH LOCATED AT THE BASE OF A HILL, 12 FEET
 GP0140'SOUTHWEST OF THE CENTERLINE OF THE OLD ROAD, AND IN THE TOP OF A GRAY
 GP0140'SANDSTONE OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND.  A STANDARD
 GP0140'DISK, STAMPED ELEV 5249.622 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0056 ***********************************************************************
 GQ0056  DESIGNATION -  T 61
 GQ0056  PID         -  GQ0056
 GQ0056  STATE/COUNTY-  AZ/COCONINO
 GQ0056  USGS QUAD   -  PHANTOM RANCH (1988)
 GQ0056
 GQ0056                         *CURRENT SURVEY CONTROL
 GQ0056  ___________________________________________________________________
 GQ0056* NAD 83(2007)-  36 02 56.82052(N)    112 05 50.97490(W)     ADJUSTED  
 GQ0056* NAVD 88     -      2174.002  (meters)    7132.54   (feet)  POSTED    
 GQ0056  ___________________________________________________________________
 GQ0056  EPOCH DATE  -        2007.00
 GQ0056  X           -  -1,942,813.105 (meters)                     COMP
 GQ0056  Y           -  -4,785,172.347 (meters)                     COMP
 GQ0056  Z           -   3,733,865.265 (meters)                     COMP
 GQ0056  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GQ0056  ELLIP HEIGHT-        2151.040 (meters)          (02/10/07) ADJUSTED
 GQ0056  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0056  DYNAMIC HT  -        2171.050 (meters)    7122.85  (feet)  COMP
 GQ0056
 GQ0056  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GQ0056  Type    PID    Designation                      North   East  Ellip
 GQ0056  -------------------------------------------------------------------
 GQ0056  NETWORK GQ0056 T 61                              0.39   0.31   0.78
 GQ0056  -------------------------------------------------------------------
 GQ0056  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 GQ0056
 GQ0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0056
 GQ0056.The horizontal coordinates were established by GPS observations
 GQ0056.and adjusted by the National Geodetic Survey in February 2007.
 GQ0056
 GQ0056.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0056.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0056.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0056.The epoch date for horizontal control is a decimal equivalence
 GQ0056.of Year/Month/Day.
 GQ0056
 GQ0056.The orthometric height was determined by differential leveling
 GQ0056.and adjusted by the  in 1992.
 GQ0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0056.rate of 0.0 thru 1.0 mm/km.
 GQ0056
 GQ0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0056
 GQ0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0056
 GQ0056.The ellipsoidal height was determined by GPS observations
 GQ0056.and is referenced to NAD 83.
 GQ0056
 GQ0056.The geoid height was determined by GEOID03.
 GQ0056
 GQ0056.The dynamic height is computed by dividing the NAVD 88
 GQ0056.geopotential number by the normal gravity value computed on the
 GQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0056.degrees latitude (g = 980.6199 gals.).
 GQ0056
 GQ0056.The modeled gravity was interpolated from observed gravity values.
 GQ0056
 GQ0056;                    North         East     Units Scale Factor Converg.
 GQ0056;SPC AZ C     -   559,977.449   197,067.765   MT  0.99990327   -0 06 23.1
 GQ0056;SPC AZ C     - 1,837,196.35    646,547.79   iFT  0.99990327   -0 06 23.1
 GQ0056;UTM  12      - 3,989,953.445   401,145.060   MT  0.99972041   -0 38 45.3
 GQ0056
 GQ0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0056!SPC AZ C     -   0.99966251  x   0.99990327  =   0.99956581
 GQ0056!UTM  12      -   0.99966251  x   0.99972041  =   0.99938302
 GQ0056
 GQ0056                          SUPERSEDED SURVEY CONTROL
 GQ0056
 GQ0056  NAD 83(1992)-  36 02 56.82045(N)    112 05 50.97453(W) AD(       ) B
 GQ0056  ELLIP H (08/22/05) 2151.041  (m)                       GP(       ) 3 1
 GQ0056  NAVD 88 (08/22/05) 2174.14   (m)         7133.0    (f) LEVELING    3  
 GQ0056  NGVD 29 (??/??/92) 2172.971  (m)         7129.16   (f) ADJ UNCH    1 2
 GQ0056
 GQ0056.Superseded values are not recommended for survey control.
 GQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0056.See file dsdata.txt to determine how the superseded data were derived.
 GQ0056
 GQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0114589953(NAD 83)
 GQ0056_MARKER: DB = BENCH MARK DISK
 GQ0056_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0056_SP_SET: OUTCROP
 GQ0056_STAMPING: T-61 1934
 GQ0056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GQ0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0056+STABILITY: POSITION/ELEVATION WELL
 GQ0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0056+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GQ0056
 GQ0056  HISTORY     - Date     Condition        Report By
 GQ0056  HISTORY     - 1934     MONUMENTED       CGS
 GQ0056  HISTORY     - 1981     GOOD             NGS
 GQ0056  HISTORY     - 20000715 GOOD             AZDT
 GQ0056  HISTORY     - 20050401 GOOD             AZDT
 GQ0056
 GQ0056                          STATION DESCRIPTION
 GQ0056
 GQ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0056'2.3 MI E FROM GRAND CANYON.
 GQ0056'2.3 MI EAST ON STATE HWY NO. 64.  ABOUT 110 YDS WEST OF AND 18 IN
 GQ0056'STONE CULVERT, AND ABOUT 236 YDS WEST OF A N.P.S. SIGN MARKED SCENIC
 GQ0056'VIEW 400 FT 80 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. IN A
 GQ0056'LIMESTONE OUTCROP 6 INCHES ABOVE THE GROUND SURFACE.
 GQ0056
 GQ0056                          STATION RECOVERY (1981)
 GQ0056
 GQ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GQ0056'4.5 KM (2.8 MI) EAST ALONG THE SOUTH ENTRANCE ROAD FROM THE JUNCTION
 GQ0056'OF THE EAST END OF THE VILLAGE LOOP ROAD AT GRAND CANYON VILLAGE,
 GQ0056'THENCE 0.8 KM (0.5 MI) EAST ALONG EAST RIM ROAD, IN TOP OF A 2 BY 3
 GQ0056'FOOT SANDSTONE BOULDER PROJECTING 3-INCHES, ON THE SOUTHWEST EDGE OF
 GQ0056'A 6-FOOT WIDE TRAIL, AT A SMALL EAST BOUND PULLOUT, 0.3 KM (0.2 MI)
 GQ0056'WEST OF A SCENIC OVERLOOK AREA, 26.7 METERS (87.5 FT) SOUTH-SOUTHWEST
 GQ0056'OF THE CENTERLINE OF THE ROAD, 40.5 METERS (133 FT) SOUTHEAST OF A
 GQ0056'U S BUREAU OF PUBLIC ROADS PIPE MARK 120+10.22, 3 METERS 10 FT)
 GQ0056'SOUTHWEST OF THE CENTER OF THE TRAIL,
 GQ0056'THE MARK IS 0.27 METERS  SW FROM A WITNESS POST.
 GQ0056'THE MARK IS 0.5 M BELOW THE ROAD.
 GQ0056
 GQ0056                          STATION RECOVERY (2000)
 GQ0056
 GQ0056'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 GQ0056'RECOVERED IN GOOD CONDITION.
 GQ0056
 GQ0056                          STATION RECOVERY (2005)
 GQ0056
 GQ0056'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2005
 GQ0056'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0374 ***********************************************************************
 FQ0374  DESIGNATION -  T 62
 FQ0374  PID         -  FQ0374
 FQ0374  STATE/COUNTY-  AZ/COCONINO
 FQ0374  USGS QUAD   -  COCONINO POINT (1988)
 FQ0374
 FQ0374                         *CURRENT SURVEY CONTROL
 FQ0374  ___________________________________________________________________
 FQ0374* NAD 83(1986)-  35 53 01.     (N)    111 31 34.     (W)     SCALED    
 FQ0374* NAVD 88     -      1443.715  (meters)    4736.59   (feet)  POSTED    
 FQ0374  ___________________________________________________________________
 FQ0374  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0374  DYNAMIC HT  -        1441.890 (meters)    4730.60  (feet)  COMP
 FQ0374  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 FQ0374
 FQ0374  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0374
 FQ0374.The horizontal coordinates were scaled from a topographic map and have
 FQ0374.an estimated accuracy of +/- 6 seconds.
 FQ0374
 FQ0374.The orthometric height was determined by differential leveling
 FQ0374.and adjusted by the  in 1992.
 FQ0374.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0374.rate of 0.0 thru 1.0 mm/km.
 FQ0374
 FQ0374.The geoid height was determined by GEOID03.
 FQ0374
 FQ0374.The dynamic height is computed by dividing the NAVD 88
 FQ0374.geopotential number by the normal gravity value computed on the
 FQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0374.degrees latitude (g = 980.6199 gals.).
 FQ0374
 FQ0374.The modeled gravity was interpolated from observed gravity values.
 FQ0374
 FQ0374;                    North         East    Units  Estimated Accuracy
 FQ0374;SPC AZ C     -   541,670.      248,620.      MT  (+/- 180 meters Scaled)
 FQ0374
 FQ0374                          SUPERSEDED SURVEY CONTROL
 FQ0374
 FQ0374  NGVD 29 (??/??/92) 1442.817  (m)         4733.64   (f) ADJ UNCH    2 0
 FQ0374
 FQ0374.Superseded values are not recommended for survey control.
 FQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0374.See file dsdata.txt to determine how the superseded data were derived.
 FQ0374
 FQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE525711(NAD 83)
 FQ0374_MARKER: DB = BENCH MARK DISK
 FQ0374_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0374_SP_SET: LIMESTONE LEDGE
 FQ0374_STAMPING: T 62 1934
 FQ0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0374+STABILITY: POSITION/ELEVATION WELL
 FQ0374
 FQ0374  HISTORY     - Date     Condition        Report By
 FQ0374  HISTORY     - 1934     MONUMENTED       CGS
 FQ0374
 FQ0374                          STATION DESCRIPTION
 FQ0374
 FQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0374'8.5 MI W FROM CAMERON.
 FQ0374'ABOUT 8.5 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0374'COUNTY, 68 FEET SOUTH OF A DOUBLE 3-FOOT GALVANIZED-IRON CULVERT AT
 FQ0374'THE SOUTH EDGE OF A ROCKY WASH, 23 FEET WEST OF THE CENTERT LINE OF
 FQ0374'THE HIGHWAY, AND IN THE TOP OF A LIMESTONE LEDGE.  A STANDARD DISK,
 FQ0374'STAMPED T 62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0123 ***********************************************************************
 FQ0123  DESIGNATION -  T 63
 FQ0123  PID         -  FQ0123
 FQ0123  STATE/COUNTY-  AZ/COCONINO
 FQ0123  USGS QUAD   -  HOWELL MESA (1967)
 FQ0123
 FQ0123                         *CURRENT SURVEY CONTROL
 FQ0123  ___________________________________________________________________
 FQ0123* NAD 83(1986)-  35 58 09.     (N)    110 48 28.     (W)     SCALED    
 FQ0123* NAVD 88     -      1775.225  (meters)    5824.22   (feet)  ADJUSTED  
 FQ0123  ___________________________________________________________________
 FQ0123  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 FQ0123  DYNAMIC HT  -        1772.944 (meters)    5816.73  (feet)  COMP
 FQ0123  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 FQ0123
 FQ0123  VERT ORDER  -  SECOND    CLASS 0
 FQ0123
 FQ0123.The horizontal coordinates were scaled from a topographic map and have
 FQ0123.an estimated accuracy of +/- 6 seconds.
 FQ0123
 FQ0123.The orthometric height was determined by differential leveling
 FQ0123.and adjusted in June 1991.
 FQ0123
 FQ0123.The geoid height was determined by GEOID03.
 FQ0123
 FQ0123.The dynamic height is computed by dividing the NAVD 88
 FQ0123.geopotential number by the normal gravity value computed on the
 FQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0123.degrees latitude (g = 980.6199 gals.).
 FQ0123
 FQ0123.The modeled gravity was interpolated from observed gravity values.
 FQ0123
 FQ0123;                    North         East    Units  Estimated Accuracy
 FQ0123;SPC AZ C     -   551,660.      313,370.      MT  (+/- 180 meters Scaled)
 FQ0123
 FQ0123                          SUPERSEDED SURVEY CONTROL
 FQ0123
 FQ0123  NGVD 29 (??/??/92) 1774.329  (m)         5821.28   (f) ADJ UNCH    2 0
 FQ0123
 FQ0123.Superseded values are not recommended for survey control.
 FQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0123.See file dsdata.txt to determine how the superseded data were derived.
 FQ0123
 FQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE173805(NAD 83)
 FQ0123_MARKER: DB = BENCH MARK DISK
 FQ0123_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0123_SP_SET: SANDSTONE OUTCROP
 FQ0123_STAMPING: T 63 1934
 FQ0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0123+STABILITY: POSITION/ELEVATION WELL
 FQ0123
 FQ0123  HISTORY     - Date     Condition        Report By
 FQ0123  HISTORY     - 1934     MONUMENTED       CGS
 FQ0123  HISTORY     - 1967     GOOD             USGS
 FQ0123
 FQ0123                          STATION DESCRIPTION
 FQ0123
 FQ0123'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FQ0123'16.25 MI NW FROM ORAIBI.
 FQ0123'ORAIBI POST OFFICE 0.5 MILE NORTH TO HIGHWAY 264.  THENCE WEST 16.25
 FQ0123'TO BM T 63.  0.10 MILE EAST OF ROAD INTERSECTION LEADING NORTH TO BLUE
 FQ0123'CANYON.  60 FEET NORTH OF CENTERLINE OF HIGHWAY 264, 125 FEET WEST OF
 FQ0123'SMALL DRY WASH, IN THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0009 ***********************************************************************
 FQ0009  DESIGNATION -  T 64
 FQ0009  PID         -  FQ0009
 FQ0009  STATE/COUNTY-  AZ/NAVAJO
 FQ0009  USGS QUAD   -  SUN ALTAR (1991)
 FQ0009
 FQ0009                         *CURRENT SURVEY CONTROL
 FQ0009  ___________________________________________________________________
 FQ0009* NAD 83(1986)-  35 50 10.     (N)    110 15 50.     (W)     SCALED    
 FQ0009* NAVD 88     -      1813.826  (meters)    5950.86   (feet)  ADJUSTED  
 FQ0009  ___________________________________________________________________
 FQ0009  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 FQ0009  DYNAMIC HT  -        1811.453 (meters)    5943.08  (feet)  COMP
 FQ0009  MODELED GRAV-     979,259.6   (mgal)                       NAVD 88
 FQ0009
 FQ0009  VERT ORDER  -  SECOND    CLASS 0
 FQ0009
 FQ0009.The horizontal coordinates were scaled from a topographic map and have
 FQ0009.an estimated accuracy of +/- 6 seconds.
 FQ0009
 FQ0009.The orthometric height was determined by differential leveling
 FQ0009.and adjusted in June 1991.
 FQ0009
 FQ0009.The geoid height was determined by GEOID03.
 FQ0009
 FQ0009.The dynamic height is computed by dividing the NAVD 88
 FQ0009.geopotential number by the normal gravity value computed on the
 FQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0009.degrees latitude (g = 980.6199 gals.).
 FQ0009
 FQ0009.The modeled gravity was interpolated from observed gravity values.
 FQ0009
 FQ0009;                    North         East    Units  Estimated Accuracy
 FQ0009;SPC AZ E     -   536,330.      204,580.      MT  (+/- 180 meters Scaled)
 FQ0009
 FQ0009                          SUPERSEDED SURVEY CONTROL
 FQ0009
 FQ0009  NGVD 29 (??/??/92) 1812.923  (m)         5947.90   (f) ADJ UNCH    2 0
 FQ0009
 FQ0009.Superseded values are not recommended for survey control.
 FQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0009.See file dsdata.txt to determine how the superseded data were derived.
 FQ0009
 FQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE664660(NAD 83)
 FQ0009_MARKER: DB = BENCH MARK DISK
 FQ0009_SETTING: 80 = SET IN A BOULDER
 FQ0009_SP_SET: BOULDER
 FQ0009_STAMPING: T 64 1934
 FQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0009+STABILITY: SURFACE MOTION
 FQ0009
 FQ0009  HISTORY     - Date     Condition        Report By
 FQ0009  HISTORY     - 1934     MONUMENTED       CGS
 FQ0009  HISTORY     - 1944     GOOD             NGS
 FQ0009  HISTORY     - 19860324 POOR             USGS
 FQ0009
 FQ0009                          STATION DESCRIPTION
 FQ0009
 FQ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0009'5.0 MI W FROM KEAMS CANYON.
 FQ0009'5.0 MILES WEST ALONG THE ORAIBI ROAD FROM KEAMS CANYON, NAVAJO COUNTY,
 FQ0009'125 FEET EAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO A
 FQ0009'WINDMILL ON THE SOUTH SIDE OF KEAMS CANYON WASH, 136 FEET SOUTH OF A
 FQ0009'ROW OF TELEPHONE POLES, 99 FEET NORTH OF ANOTHER ROW OF TELEPHONE
 FQ0009'POLES, 62 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF
 FQ0009'A GRAY SANDSTONE BOULDER.  A STANDARD DISK, STAMPED T 64 1934.
 FQ0009
 FQ0009                          STATION RECOVERY (1944)
 FQ0009
 FQ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 FQ0009'RECOVERED IN GOOD CONDITION.
 FQ0009
 FQ0009                          STATION RECOVERY (1986)
 FQ0009
 FQ0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0009'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0134 ***********************************************************************
 ES0134  DESIGNATION -  T 65
 ES0134  PID         -  ES0134
 ES0134  STATE/COUNTY-  AZ/NAVAJO
 ES0134  USGS QUAD   -  ARIPINE (1990)
 ES0134
 ES0134                         *CURRENT SURVEY CONTROL
 ES0134  ___________________________________________________________________
 ES0134* NAD 83(1986)-  34 27 39.     (N)    110 29 33.     (W)     SCALED    
 ES0134* NAVD 88     -      1933.547  (meters)    6343.65   (feet)  ADJUSTED  
 ES0134  ___________________________________________________________________
 ES0134  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0134  DYNAMIC HT  -        1930.741 (meters)    6334.44  (feet)  COMP
 ES0134  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 ES0134
 ES0134  VERT ORDER  -  SECOND    CLASS 0
 ES0134
 ES0134.The horizontal coordinates were scaled from a topographic map and have
 ES0134.an estimated accuracy of +/- 6 seconds.
 ES0134
 ES0134.The orthometric height was determined by differential leveling
 ES0134.and adjusted in June 1991.
 ES0134
 ES0134.The geoid height was determined by GEOID03.
 ES0134
 ES0134.The dynamic height is computed by dividing the NAVD 88
 ES0134.geopotential number by the normal gravity value computed on the
 ES0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0134.degrees latitude (g = 980.6199 gals.).
 ES0134
 ES0134.The modeled gravity was interpolated from observed gravity values.
 ES0134
 ES0134;                    North         East    Units  Estimated Accuracy
 ES0134;SPC AZ E     -   383,820.      183,420.      MT  (+/- 180 meters Scaled)
 ES0134
 ES0134                          SUPERSEDED SURVEY CONTROL
 ES0134
 ES0134  NGVD 29 (??/??/92) 1932.633  (m)         6340.65   (f) ADJ UNCH    2 0
 ES0134
 ES0134.Superseded values are not recommended for survey control.
 ES0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0134.See file dsdata.txt to determine how the superseded data were derived.
 ES0134
 ES0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD466133(NAD 83)
 ES0134_MARKER: DB = BENCH MARK DISK
 ES0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0134_STAMPING: T-65 1934
 ES0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0134+STABILITY: SURFACE MOTION
 ES0134
 ES0134  HISTORY     - Date     Condition        Report By
 ES0134  HISTORY     - 1934     MONUMENTED       CGS
 ES0134  HISTORY     - 1956     GOOD             NGS
 ES0134
 ES0134                          STATION DESCRIPTION
 ES0134
 ES0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0134'7.7 MI NE FROM HEBER.
 ES0134'ON GLOBE TO HOLBROOK HIWAY.  AT WEST ENTRANCE TO FENCED IN LANE.  0.2
 ES0134'MILE EAST OF WEST ENTRANCE.  0.3 MILE WEST OF LARGE WASH.  30 FEET
 ES0134'NORTH OF CENTER LINE OF HIWAY.  PRECAST POST.
 ES0134
 ES0134                          STATION RECOVERY (1956)
 ES0134
 ES0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0033 ***********************************************************************
 FQ0033  DESIGNATION -  T 66
 FQ0033  PID         -  FQ0033
 FQ0033  STATE/COUNTY-  AZ/NAVAJO
 FQ0033  USGS QUAD   -  FIVE BUTTES (1972)
 FQ0033
 FQ0033                         *CURRENT SURVEY CONTROL
 FQ0033  ___________________________________________________________________
 FQ0033* NAD 83(1986)-  35 20 37.     (N)    110 03 29.     (W)     SCALED    
 FQ0033* NAVD 88     -      1694.836  (meters)    5560.47   (feet)  ADJUSTED  
 FQ0033  ___________________________________________________________________
 FQ0033  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 FQ0033  DYNAMIC HT  -        1692.572 (meters)    5553.05  (feet)  COMP
 FQ0033  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 FQ0033
 FQ0033  VERT ORDER  -  SECOND    CLASS 0
 FQ0033
 FQ0033.The horizontal coordinates were scaled from a topographic map and have
 FQ0033.an estimated accuracy of +/- 6 seconds.
 FQ0033
 FQ0033.The orthometric height was determined by differential leveling
 FQ0033.and adjusted in June 1991.
 FQ0033
 FQ0033.The geoid height was determined by GEOID03.
 FQ0033
 FQ0033.The dynamic height is computed by dividing the NAVD 88
 FQ0033.geopotential number by the normal gravity value computed on the
 FQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0033.degrees latitude (g = 980.6199 gals.).
 FQ0033
 FQ0033.The modeled gravity was interpolated from observed gravity values.
 FQ0033
 FQ0033;                    North         East    Units  Estimated Accuracy
 FQ0033;SPC AZ E     -   481,700.      223,230.      MT  (+/- 180 meters Scaled)
 FQ0033
 FQ0033                          SUPERSEDED SURVEY CONTROL
 FQ0033
 FQ0033  NGVD 29 (??/??/92) 1693.986  (m)         5557.69   (f) ADJ UNCH    2 0
 FQ0033
 FQ0033.Superseded values are not recommended for survey control.
 FQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0033.See file dsdata.txt to determine how the superseded data were derived.
 FQ0033
 FQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE855115(NAD 83)
 FQ0033_MARKER: DB = BENCH MARK DISK
 FQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0033_STAMPING: T 66 1934
 FQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0033+STABILITY: SURFACE MOTION
 FQ0033
 FQ0033  HISTORY     - Date     Condition        Report By
 FQ0033  HISTORY     - 1934     MONUMENTED       CGS
 FQ0033  HISTORY     - 1972     MARK NOT FOUND   USGS
 FQ0033
 FQ0033                          STATION DESCRIPTION
 FQ0033
 FQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0033'4.6 MI S FROM INDIAN WELLS.
 FQ0033'4.6 MILES SOUTH ALONG THE HOLBROOK-KEAMS CANYON ROAD FROM INDIAN
 FQ0033'WELLS, NAVAJO COUNTY, DUE WEST OF TWIN PEAKS, AT A ROAD FORK, 18 FEET
 FQ0033'EAST OF THE WEST FORK, AND 18 FEET WEST OF THE EAST FORK.  A STANDARD
 FQ0033'DISK, STAMPED T 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0033
 FQ0033                          STATION RECOVERY (1972)
 FQ0033
 FQ0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1086 ***********************************************************************
 CZ1086  DESIGNATION -  T 68
 CZ1086  PID         -  CZ1086
 CZ1086  STATE/COUNTY-  AZ/PINAL
 CZ1086  USGS QUAD   -  COOLIDGE (1992)
 CZ1086
 CZ1086                         *CURRENT SURVEY CONTROL
 CZ1086  ___________________________________________________________________
 CZ1086* NAD 83(1986)-  32 58 34.     (N)    111 31 16.     (W)     SCALED    
 CZ1086* NAVD 88     -       433.73   (+/-2cm)    1423.0    (feet)  VERTCON   
 CZ1086  ___________________________________________________________________
 CZ1086  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CZ1086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1086
 CZ1086.The horizontal coordinates were scaled from a topographic map and have
 CZ1086.an estimated accuracy of +/- 6 seconds.
 CZ1086
 CZ1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1086.The vertical order pertains to the NGVD 29 superseded value.
 CZ1086
 CZ1086.The geoid height was determined by GEOID03.
 CZ1086
 CZ1086;                    North         East    Units  Estimated Accuracy
 CZ1086;SPC AZ C     -   219,170.      250,330.      MT  (+/- 180 meters Scaled)
 CZ1086
 CZ1086                          SUPERSEDED SURVEY CONTROL
 CZ1086
 CZ1086  NGVD 29 (??/??/92)  433.245  (m)         1421.40   (f) ADJ UNCH    2 0
 CZ1086
 CZ1086.Superseded values are not recommended for survey control.
 CZ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1086.See file dsdata.txt to determine how the superseded data were derived.
 CZ1086
 CZ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB513487(NAD 83)
 CZ1086_MARKER: DB = BENCH MARK DISK
 CZ1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1086_SP_SET: PILLAR
 CZ1086_STAMPING: T 68 1934
 CZ1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1086
 CZ1086  HISTORY     - Date     Condition        Report By
 CZ1086  HISTORY     - 1934     MONUMENTED       CGS
 CZ1086  HISTORY     - 1945     GOOD             NGS
 CZ1086  HISTORY     - 1977     GOOD             USGS
 CZ1086  HISTORY     - 20060923 MARK NOT FOUND   GEOCAC
 CZ1086
 CZ1086                          STATION DESCRIPTION
 CZ1086
 CZ1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CZ1086'IN COOLIDGE.
 CZ1086'AT COOLIDGE, PINAL COUNTY, AT THE PUBLIC SCHOOL, IN THE TOP OF THE
 CZ1086'NORTH LANDING OF THE ENTRANCE, 3 FEET NORTH OF THE MAIN WALL, AND AT
 CZ1086'THE WEST SIDE OF THE THIRD PILLAR FROM THE WEST END.  A STANDARD DISK,
 CZ1086'STAMPED T 68 1934.
 CZ1086
 CZ1086                          STATION RECOVERY (1977)
 CZ1086
 CZ1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1086'COOLIDGE, AT N. ENTRANCE TO OLD PUBLIC SCHOOL ON ROOSEVELT AVE.
 CZ1086'BETWEEN 3RD AND 4TH STREETS. SET IN TOP OF LANDING, 3 FT N. OF MAIN
 CZ1086'WALL, AT W. SIDE OF THIRD PILLAR FROM W. END. NGS DISK STAMPED T 68
 CZ1086'1934.
 CZ1086
 CZ1086                          STATION RECOVERY (2006)
 CZ1086
 CZ1086'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1086'THE SCHOOL HAS BEEN TORN DOWN AND AN APARTMENT BUILDING NOW OCCUPIES
 CZ1086'THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0206 ***********************************************************************
 DB0206  DESIGNATION -  T 7
 DB0206  PID         -  DB0206
 DB0206  STATE/COUNTY-  AZ/YUMA
 DB0206  USGS QUAD   -  YUMA EAST (1994)
 DB0206
 DB0206                         *CURRENT SURVEY CONTROL
 DB0206  ___________________________________________________________________
 DB0206* NAD 83(1986)-  32 43 39.     (N)    114 36 55.     (W)     SCALED    
 DB0206* NAVD 88     -        47.644  (meters)     156.31   (feet)  ADJUSTED  
 DB0206  ___________________________________________________________________
 DB0206  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB0206  DYNAMIC HT  -          47.591 (meters)     156.14  (feet)  COMP
 DB0206  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DB0206
 DB0206  VERT ORDER  -  FIRST     CLASS II
 DB0206
 DB0206.The horizontal coordinates were scaled from a topographic map and have
 DB0206.an estimated accuracy of +/- 6 seconds.
 DB0206
 DB0206.The orthometric height was determined by differential leveling
 DB0206.and adjusted in June 1991.
 DB0206
 DB0206.The geoid height was determined by GEOID03.
 DB0206
 DB0206.The dynamic height is computed by dividing the NAVD 88
 DB0206.geopotential number by the normal gravity value computed on the
 DB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0206.degrees latitude (g = 980.6199 gals.).
 DB0206
 DB0206.The modeled gravity was interpolated from observed gravity values.
 DB0206
 DB0206;                    North         East    Units  Estimated Accuracy
 DB0206;SPC AZ W     -   191,870.      132,250.      MT  (+/- 180 meters Scaled)
 DB0206
 DB0206                          SUPERSEDED SURVEY CONTROL
 DB0206
 DB0206  NGVD 29 (??/??/??)   46.982  (m)          154.14   (f) ADJUSTED    1 2
 DB0206
 DB0206.Superseded values are not recommended for survey control.
 DB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0206.See file dsdata.txt to determine how the superseded data were derived.
 DB0206
 DB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS234235(NAD 83)
 DB0206_MARKER: DB = BENCH MARK DISK
 DB0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0206_SP_SET: BRIDGE ABUTMENT
 DB0206_STAMPING: 154.032 T 7 1927
 DB0206_MARK LOGO: CGS   
 DB0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0206+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2009
 DB0206
 DB0206  HISTORY     - Date     Condition        Report By
 DB0206  HISTORY     - 1927     MONUMENTED       CGS
 DB0206  HISTORY     - 1960     GOOD             NGS
 DB0206  HISTORY     - 1981     GOOD             NGS
 DB0206  HISTORY     - 1981     GOOD             NGS
 DB0206  HISTORY     - 19950524 GOOD             USPSQD
 DB0206  HISTORY     - 20070616 GOOD             GEOCAC
 DB0206  HISTORY     - 20070616 GOOD             GEOCAC
 DB0206  HISTORY     - 20090208 GOOD             GEOCAC
 DB0206
 DB0206                          STATION DESCRIPTION
 DB0206
 DB0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0206'0.2 MI W FROM YUMA.
 DB0206'0.2 MILE WEST ALONG THE SOUTHERN PACIFIC CO., RAILROAD FROM THE
 DB0206'STATION AT YUMA, YUMA COUNTY, AT STEEL BRIDGE 732 A OVER COLORADO
 DB0206'RIVER, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT, 2.5 FEET EAST
 DB0206'OF THE WEST END, 11 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 DB0206'1.0 FOOT LOWER THAN THE TRACK.
 DB0206
 DB0206                          STATION RECOVERY (1981)
 DB0206
 DB0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0206'RECOVERED IN GOOD CONDITION.
 DB0206
 DB0206                          STATION RECOVERY (1981)
 DB0206
 DB0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0206'RECOVERED IN GOOD CONDITION.
 DB0206
 DB0206                          STATION RECOVERY (1995)
 DB0206
 DB0206'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0206'RECOVERED IN GOOD CONDITION.
 DB0206
 DB0206                          STATION RECOVERY (2007)
 DB0206
 DB0206'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0206'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DB0206'COORDINATES
 DB0206'32 45 00.0 (N)   114 45 15.1 (W)  (NAD 83).
 DB0206
 DB0206                          STATION RECOVERY (2007)
 DB0206
 DB0206'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB0206'RECOVERED IN GOOD CONDITION AS DESCRIBED. NOTE THAT COORDINATES LISTED
 DB0206'IN THE RECOVERY ENTRY FOR 20070616 ARE INCORRECT.
 DB0206
 DB0206                          STATION RECOVERY (2009)
 DB0206
 DB0206'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0206'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0206'OF N 32 43 40.5 W
 DB0206'114 36 55.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0143 ***********************************************************************
 FQ0143  DESIGNATION -  T 70
 FQ0143  PID         -  FQ0143
 FQ0143  STATE/COUNTY-  AZ/NAVAJO
 FQ0143  USGS QUAD   -  BURRO SPRING (1991)
 FQ0143
 FQ0143                         *CURRENT SURVEY CONTROL
 FQ0143  ___________________________________________________________________
 FQ0143* NAD 83(1986)-  35 44 03.     (N)    110 41 27.     (W)     SCALED    
 FQ0143* NAVD 88     -      1656.491  (meters)    5434.67   (feet)  ADJUSTED  
 FQ0143  ___________________________________________________________________
 FQ0143  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 FQ0143  DYNAMIC HT  -        1654.357 (meters)    5427.67  (feet)  COMP
 FQ0143  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 FQ0143
 FQ0143  VERT ORDER  -  SECOND    CLASS 0
 FQ0143
 FQ0143.The horizontal coordinates were scaled from a topographic map and have
 FQ0143.an estimated accuracy of +/- 6 seconds.
 FQ0143
 FQ0143.The orthometric height was determined by differential leveling
 FQ0143.and adjusted in June 1991.
 FQ0143
 FQ0143.The geoid height was determined by GEOID03.
 FQ0143
 FQ0143.The dynamic height is computed by dividing the NAVD 88
 FQ0143.geopotential number by the normal gravity value computed on the
 FQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0143.degrees latitude (g = 980.6199 gals.).
 FQ0143
 FQ0143.The modeled gravity was interpolated from observed gravity values.
 FQ0143
 FQ0143;                    North         East    Units  Estimated Accuracy
 FQ0143;SPC AZ E     -   525,150.      165,950.      MT  (+/- 180 meters Scaled)
 FQ0143
 FQ0143                          SUPERSEDED SURVEY CONTROL
 FQ0143
 FQ0143  NGVD 29 (??/??/92) 1655.640  (m)         5431.88   (f) ADJ UNCH    2 0
 FQ0143
 FQ0143.Superseded values are not recommended for survey control.
 FQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0143.See file dsdata.txt to determine how the superseded data were derived.
 FQ0143
 FQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE279545(NAD 83)
 FQ0143_MARKER: DB = BENCH MARK DISK
 FQ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0143_STAMPING: T 70 1934
 FQ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0143+STABILITY: SURFACE MOTION
 FQ0143
 FQ0143  HISTORY     - Date     Condition        Report By
 FQ0143  HISTORY     - 1934     MONUMENTED       CGS
 FQ0143  HISTORY     - 19851203 MARK NOT FOUND   USGS
 FQ0143
 FQ0143                          STATION DESCRIPTION
 FQ0143
 FQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0143'11.2 MI S FROM ORAIBI.
 FQ0143'ABOUT 11.2 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0143'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 80 YARDS NORTH OF A 36-INCH
 FQ0143'GALVANIZED-IRON PIPE CULVERT, AND 108 FEET EAST OF THE CENTER LINE OF
 FQ0143'THE HIGHWAY.  A STANDARD DISK, STAMPED T 70 1934 AND SET IN THE TOP OF
 FQ0143'A CONCRETE POST.
 FQ0143
 FQ0143                          STATION RECOVERY (1985)
 FQ0143
 FQ0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RVP)
 FQ0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0091 ***********************************************************************
 FQ0091  DESIGNATION -  T 71
 FQ0091  PID         -  FQ0091
 FQ0091  STATE/COUNTY-  AZ/COCONINO
 FQ0091  USGS QUAD   -  TUCKER MESA NW (1968)
 FQ0091
 FQ0091                         *CURRENT SURVEY CONTROL
 FQ0091  ___________________________________________________________________
 FQ0091* NAD 83(1986)-  35 10 20.     (N)    110 55 13.     (W)     SCALED    
 FQ0091* NAVD 88     -      1464.092  (meters)    4803.44   (feet)  ADJUSTED  
 FQ0091  ___________________________________________________________________
 FQ0091  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FQ0091  DYNAMIC HT  -        1462.172 (meters)    4797.14  (feet)  COMP
 FQ0091  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 FQ0091
 FQ0091  VERT ORDER  -  SECOND    CLASS 0
 FQ0091
 FQ0091.The horizontal coordinates were scaled from a topographic map and have
 FQ0091.an estimated accuracy of +/- 6 seconds.
 FQ0091
 FQ0091.The orthometric height was determined by differential leveling
 FQ0091.and adjusted in June 1991.
 FQ0091
 FQ0091.The geoid height was determined by GEOID03.
 FQ0091
 FQ0091.The dynamic height is computed by dividing the NAVD 88
 FQ0091.geopotential number by the normal gravity value computed on the
 FQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0091.degrees latitude (g = 980.6199 gals.).
 FQ0091
 FQ0091.The modeled gravity was interpolated from observed gravity values.
 FQ0091
 FQ0091;                    North         East    Units  Estimated Accuracy
 FQ0091;SPC AZ C     -   463,130.      304,120.      MT  (+/- 180 meters Scaled)
 FQ0091
 FQ0091                          SUPERSEDED SURVEY CONTROL
 FQ0091
 FQ0091  NGVD 29 (??/??/92) 1463.324  (m)         4800.92   (f) ADJ UNCH    2 0
 FQ0091
 FQ0091.Superseded values are not recommended for survey control.
 FQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0091.See file dsdata.txt to determine how the superseded data were derived.
 FQ0091
 FQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD072921(NAD 83)
 FQ0091_MARKER: DB = BENCH MARK DISK
 FQ0091_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0091_SP_SET: SANDSTONE OUTCROP
 FQ0091_STAMPING: T 71 1934
 FQ0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0091+STABILITY: POSITION/ELEVATION WELL
 FQ0091
 FQ0091  HISTORY     - Date     Condition        Report By
 FQ0091  HISTORY     - 1934     MONUMENTED       CGS
 FQ0091
 FQ0091                          STATION DESCRIPTION
 FQ0091
 FQ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0091'8.1 MI SW FROM LEUPP.
 FQ0091'8.1 MILES SOUTHEAST ALONG THE HIGHWAY TO WINSLOW FROM LEUPP, COCONINO
 FQ0091'COUNTY, AT THE HEAD OF A SMALL DRY WASH, ABOUT 380 FEET SOUTHWEST OF
 FQ0091'THE CENTER LINE OF THE HIGHWAY, 2-1/2 FEET WEST OF A SMALL ROCK CAIRN,
 FQ0091'AND IN THE TOP OF THE SOUTH END OF A LARGE, BROWN SANDSTONE OUTCROP. A
 FQ0091'STANDARD DISK, STAMPED T 71 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0348 ***********************************************************************
 DT0348  DESIGNATION -  T 73
 DT0348  PID         -  DT0348
 DT0348  STATE/COUNTY-  AZ/GREENLEE
 DT0348  USGS QUAD   -  CLIFTON (1989)
 DT0348
 DT0348                         *CURRENT SURVEY CONTROL
 DT0348  ___________________________________________________________________
 DT0348* NAD 83(1986)-  33 06 23.     (N)    109 21 52.     (W)     SCALED    
 DT0348* NAVD 88     -      1334.307  (meters)    4377.64   (feet)  ADJUSTED  
 DT0348  ___________________________________________________________________
 DT0348  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DT0348  DYNAMIC HT  -        1332.353 (meters)    4371.23  (feet)  COMP
 DT0348  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 DT0348
 DT0348  VERT ORDER  -  SECOND    CLASS 0
 DT0348
 DT0348.The horizontal coordinates were scaled from a topographic map and have
 DT0348.an estimated accuracy of +/- 6 seconds.
 DT0348
 DT0348.The orthometric height was determined by differential leveling
 DT0348.and adjusted in June 1991.
 DT0348
 DT0348.The geoid height was determined by GEOID03.
 DT0348
 DT0348.The dynamic height is computed by dividing the NAVD 88
 DT0348.geopotential number by the normal gravity value computed on the
 DT0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0348.degrees latitude (g = 980.6199 gals.).
 DT0348
 DT0348.The modeled gravity was interpolated from observed gravity values.
 DT0348
 DT0348;                    North         East    Units  Estimated Accuracy
 DT0348;SPC AZ E     -   233,840.      288,230.      MT  (+/- 180 meters Scaled)
 DT0348
 DT0348                          SUPERSEDED SURVEY CONTROL
 DT0348
 DT0348  NGVD 29 (??/??/92) 1333.532  (m)         4375.10   (f) ADJ UNCH    2 0
 DT0348
 DT0348.Superseded values are not recommended for survey control.
 DT0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0348.See file dsdata.txt to determine how the superseded data were derived.
 DT0348
 DT0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB526642(NAD 83)
 DT0348_MARKER: DB = BENCH MARK DISK
 DT0348_SETTING: 80 = SET IN A BOULDER
 DT0348_SP_SET: BOULDER
 DT0348_STAMPING: T-73 1934
 DT0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0348+STABILITY: SURFACE MOTION
 DT0348
 DT0348  HISTORY     - Date     Condition        Report By
 DT0348  HISTORY     - 1934     MONUMENTED       CGS
 DT0348  HISTORY     - 1961     MARK NOT FOUND   USGS
 DT0348
 DT0348                          STATION DESCRIPTION
 DT0348
 DT0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0348'6.1 MI N FROM CLIFTON.
 DT0348'6.1 MI NORTH ON STATE HWY NO. 71, FROM P.O.  AT METCALF, ABOUT 80 YDS
 DT0348'WEST OF THE POST OFFICE, 18 FEET SOUTH OF A BUILDING CONTAINING SIX
 DT0348'GARAGES, 12 FEET WEST OF A POWER POLE, AND 27 FEET WEST OF THE
 DT0348'CENTERLINE OF THE HIGHWAY.
 DT0348
 DT0348                          STATION RECOVERY (1961)
 DT0348
 DT0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DT0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1650 ***********************************************************************
 DU1650  DESIGNATION -  T 73.3
 DU1650  PID         -  DU1650
 DU1650  STATE/COUNTY-  AZ/MARICOPA
 DU1650  USGS QUAD   -  BUCKHORN (1982)
 DU1650
 DU1650                         *CURRENT SURVEY CONTROL
 DU1650  ___________________________________________________________________
 DU1650* NAD 83(1986)-  33 23 12.     (N)    111 43 40.     (W)     SCALED    
 DU1650* NAVD 88     -       394.992  (meters)    1295.90   (feet)  ADJUSTED  
 DU1650  ___________________________________________________________________
 DU1650  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU1650  DYNAMIC HT  -         394.521 (meters)    1294.36  (feet)  COMP
 DU1650  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 DU1650
 DU1650  VERT ORDER  -  SECOND    CLASS I
 DU1650
 DU1650.The horizontal coordinates were scaled from a topographic map and have
 DU1650.an estimated accuracy of +/- 6 seconds.
 DU1650
 DU1650.The orthometric height was determined by differential leveling
 DU1650.and adjusted in January 1998.
 DU1650
 DU1650.The geoid height was determined by GEOID03.
 DU1650
 DU1650.The dynamic height is computed by dividing the NAVD 88
 DU1650.geopotential number by the normal gravity value computed on the
 DU1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1650.degrees latitude (g = 980.6199 gals.).
 DU1650
 DU1650.The modeled gravity was interpolated from observed gravity values.
 DU1650
 DU1650;                    North         East    Units  Estimated Accuracy
 DU1650;SPC AZ C     -   264,650.      230,930.      MT  (+/- 180 meters Scaled)
 DU1650
 DU1650                          SUPERSEDED SURVEY CONTROL
 DU1650
 DU1650  NAVD 88 (11/29/93)  394.984  (m)         1295.88   (f) UNKNOWN     2 1
 DU1650
 DU1650.Superseded values are not recommended for survey control.
 DU1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1650.See file dsdata.txt to determine how the superseded data were derived.
 DU1650
 DU1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB323943(NAD 83)
 DU1650_MARKER: I = METAL ROD
 DU1650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1650+WITH SETTING: INFORMATION.
 DU1650_SP_SET: REBAR
 DU1650_MARK LOGO: AZDT  
 DU1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1650
 DU1650  HISTORY     - Date     Condition        Report By
 DU1650  HISTORY     - 1981     MONUMENTED       AZDT
 DU1650  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1650  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1650
 DU1650                          STATION DESCRIPTION
 DU1650
 DU1650'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1650'IN MESA.
 DU1650'IN MESA, 2 MILES (3.22 KM) SOUTH OF AND 2.5 MILES (4.03 KM) WEST OF
 DU1650'THE INTERSECTION OF U.S. 60 AND POWER ROAD, ALONG THE MEDIAN OF THE
 DU1650'SUPERSTITION FREEWAY, NEAR THE LOCATION OF THE CENTER OF SECTION 34,
 DU1650'40 FEET (12.19 METERS) WESTERLY OF THE SOUTHWEST CORNER OF A CITRUS
 DU1650'ORCHARD, 20 FEET (6.10 METERS) NORTH OF THE CENTERLINE OF AN EAST-WEST
 DU1650'DITCH, 1 FOOT (0.30 METERS) SOUTH OF SOUTHEAST CORNER POST OF A FENCE,
 DU1650'A 5/8-INCH REBAR EXPOSED 0.1 FOOT (1.85 CM).
 DU1650
 DU1650                          STATION RECOVERY (1994)
 DU1650
 DU1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1650'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1650
 DU1650                          STATION RECOVERY (2008)
 DU1650
 DU1650'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1650'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1650'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0261 ***********************************************************************
 CG0261  DESIGNATION -  T 75
 CG0261  PID         -  CG0261
 CG0261  STATE/COUNTY-  AZ/PIMA
 CG0261  USGS QUAD   -  GREEN VALLEY (1981)
 CG0261
 CG0261                         *CURRENT SURVEY CONTROL
 CG0261  ___________________________________________________________________
 CG0261* NAD 83(1986)-  31 51 11.     (N)    110 58 30.     (W)     SCALED    
 CG0261* NAVD 88     -       872.65   (+/-2cm)    2863.0    (feet)  VERTCON   
 CG0261  ___________________________________________________________________
 CG0261  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CG0261  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0261
 CG0261.The horizontal coordinates were scaled from a topographic map and have
 CG0261.an estimated accuracy of +/- 6 seconds.
 CG0261
 CG0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0261.The vertical order pertains to the NGVD 29 superseded value.
 CG0261
 CG0261.The geoid height was determined by GEOID03.
 CG0261
 CG0261;                    North         East    Units  Estimated Accuracy
 CG0261;SPC AZ C     -    94,960.      302,480.      MT  (+/- 180 meters Scaled)
 CG0261
 CG0261                          SUPERSEDED SURVEY CONTROL
 CG0261
 CG0261  NGVD 29 (??/??/92)  871.908  (m)         2860.58   (f) ADJ UNCH    1 2
 CG0261
 CG0261.Superseded values are not recommended for survey control.
 CG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0261.See file dsdata.txt to determine how the superseded data were derived.
 CG0261
 CG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA023241(NAD 83)
 CG0261_MARKER: DB = BENCH MARK DISK
 CG0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0261_STAMPING: T 75 1934
 CG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0261+STABILITY: SURFACE MOTION
 CG0261
 CG0261  HISTORY     - Date     Condition        Report By
 CG0261  HISTORY     - 1934     MONUMENTED       CGS
 CG0261  HISTORY     - 1953     GOOD             NGS
 CG0261  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0261  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0261
 CG0261                          STATION DESCRIPTION
 CG0261
 CG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0261'IN CONTINENTAL.
 CG0261'AT CONTINENTAL, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.2 MILE
 CG0261'(7 POLES) SOUTH OF MILEPOLE 1010, 0.1 MILE SOUTH OF THE STORE AND GAS
 CG0261'STATION, 3 1/2 POLES NORTH OF THE SIDING SIGN, AT THE CROSSING OF A
 CG0261'GRAVELED ROAD, 66.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 CG0261'BRIDGE, 66 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 52 FEET
 CG0261'SOUTH OF A TELEPHONE POLE, 17.3 FEET WEST OF THE WEST RAIL, 2.0 FEET
 CG0261'EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE TRACK, AND SET
 CG0261'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0261
 CG0261                          STATION RECOVERY (1976)
 CG0261
 CG0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0261'MARK NOT FOUND.
 CG0261
 CG0261                          STATION RECOVERY (1980)
 CG0261
 CG0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0261'MARK WAS SEARCHED FOR BUT NOT RECOVERED, BELIEVED DESTROYED
 CG0261'BY CONSTRUCTION OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0226 ***********************************************************************
 CG0226  DESIGNATION -  T 76
 CG0226  PID         -  CG0226
 CG0226  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0226  USGS QUAD   -  CUMERO CANYON (1981)
 CG0226
 CG0226                         *CURRENT SURVEY CONTROL
 CG0226  ___________________________________________________________________
 CG0226* NAD 83(1986)-  31 23 39.     (N)    110 52 15.     (W)     SCALED    
 CG0226* NAVD 88     -      1102.48   (+/-2cm)    3617.1    (feet)  VERTCON   
 CG0226  ___________________________________________________________________
 CG0226  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CG0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0226
 CG0226.The horizontal coordinates were scaled from a topographic map and have
 CG0226.an estimated accuracy of +/- 6 seconds.
 CG0226
 CG0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0226.The vertical order pertains to the NGVD 29 superseded value.
 CG0226
 CG0226.The geoid height was determined by GEOID03.
 CG0226
 CG0226;                    North         East    Units  Estimated Accuracy
 CG0226;SPC AZ C     -    44,170.      312,820.      MT  (+/- 180 meters Scaled)
 CG0226
 CG0226                          SUPERSEDED SURVEY CONTROL
 CG0226
 CG0226  NGVD 29 (??/??/92) 1101.604  (m)         3614.18   (f) ADJ UNCH    2 0
 CG0226
 CG0226.Superseded values are not recommended for survey control.
 CG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0226.See file dsdata.txt to determine how the superseded data were derived.
 CG0226
 CG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV122732(NAD 83)
 CG0226_MARKER: DB = BENCH MARK DISK
 CG0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0226_STAMPING: T 76 1934
 CG0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0226+STABILITY: SURFACE MOTION
 CG0226
 CG0226  HISTORY     - Date     Condition        Report By
 CG0226  HISTORY     - 1934     MONUMENTED       CGS
 CG0226  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0226  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0226
 CG0226                          STATION DESCRIPTION
 CG0226
 CG0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0226'7.4 MI NE FROM NOGALES.
 CG0226'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 CG0226'NOGALES, SANTA CRUZ COUNTY, 45 YARDS NORTH OF THE JIM HATHWAY HOUSE
 CG0226'AND SERVICE STATION IN 1934, 45 FEET EAST OF THE CENTERLINE OF THE
 CG0226'HIGHWAY, 20 FEET NORTH OF A GATE, AND 1 FOOT WEST OF A FENCE LINE.  A
 CG0226'STANDARD DISK, STAMPED T 76 1934 AND SET IN THE TOP OF A CONCRETE
 CG0226'POST.
 CG0226
 CG0226                          STATION RECOVERY (1957)
 CG0226
 CG0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CG0226'MARK NOT FOUND.
 CG0226
 CG0226                          STATION RECOVERY (1976)
 CG0226
 CG0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0158 ***********************************************************************
 CG0158  DESIGNATION -  T 77
 CG0158  PID         -  CG0158
 CG0158  STATE/COUNTY-  AZ/COCHISE
 CG0158  USGS QUAD   -  FAIRBANK (1952)
 CG0158
 CG0158                         *CURRENT SURVEY CONTROL
 CG0158  ___________________________________________________________________
 CG0158* NAD 83(1986)-  31 42 33.     (N)    110 12 30.     (W)     SCALED    
 CG0158* NAVD 88     -      1192.97   (+/-2cm)    3913.9    (feet)  VERTCON   
 CG0158  ___________________________________________________________________
 CG0158  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CG0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0158
 CG0158.The horizontal coordinates were scaled from a topographic map and have
 CG0158.an estimated accuracy of +/- 6 seconds.
 CG0158
 CG0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0158.The vertical order pertains to the NGVD 29 superseded value.
 CG0158
 CG0158.The geoid height was determined by GEOID03.
 CG0158
 CG0158;                    North         East    Units  Estimated Accuracy
 CG0158;SPC AZ E     -    78,620.      209,410.      MT  (+/- 180 meters Scaled)
 CG0158
 CG0158                          SUPERSEDED SURVEY CONTROL
 CG0158
 CG0158  NGVD 29 (??/??/92) 1192.172  (m)         3911.32   (f) ADJ UNCH    2 0
 CG0158
 CG0158.Superseded values are not recommended for survey control.
 CG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0158.See file dsdata.txt to determine how the superseded data were derived.
 CG0158
 CG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA750084(NAD 83)
 CG0158_MARKER: DB = BENCH MARK DISK
 CG0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0158_SP_SET: CULVERT
 CG0158_STAMPING: T 77 1934
 CG0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0158
 CG0158  HISTORY     - Date     Condition        Report By
 CG0158  HISTORY     - 1934     MONUMENTED       CGS
 CG0158  HISTORY     - 1935     GOOD             NGS
 CG0158
 CG0158                          STATION DESCRIPTION
 CG0158
 CG0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0158'2 MI W FROM FAIRBANK.
 CG0158'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FAIRBANK,
 CG0158'COCHISE COUNTY, AT CONCRETE CULVERT 1053.09, IN THE TOP OF THE NORTH
 CG0158'CONCRETE HEADWALL, AND 12 FEET NORTH OF THE CENTERLINE OF THE TRACK. A
 CG0158'STANDARD DISK, STAMPED T 77 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1648 ***********************************************************************
 DU1648  DESIGNATION -  T 78.6
 DU1648  PID         -  DU1648
 DU1648  STATE/COUNTY-  AZ/MARICOPA
 DU1648  USGS QUAD   -  BUCKHORN (1982)
 DU1648
 DU1648                         *CURRENT SURVEY CONTROL
 DU1648  ___________________________________________________________________
 DU1648* NAD 83(1986)-  33 23 10.     (N)    111 42 38.     (W)     SCALED    
 DU1648* NAVD 88     -       403.086  (meters)    1322.46   (feet)  ADJUSTED  
 DU1648  ___________________________________________________________________
 DU1648  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU1648  DYNAMIC HT  -         402.605 (meters)    1320.88  (feet)  COMP
 DU1648  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DU1648
 DU1648  VERT ORDER  -  SECOND    CLASS I
 DU1648
 DU1648.The horizontal coordinates were scaled from a topographic map and have
 DU1648.an estimated accuracy of +/- 6 seconds.
 DU1648
 DU1648.The orthometric height was determined by differential leveling
 DU1648.and adjusted in January 1998.
 DU1648
 DU1648.The geoid height was determined by GEOID03.
 DU1648
 DU1648.The dynamic height is computed by dividing the NAVD 88
 DU1648.geopotential number by the normal gravity value computed on the
 DU1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1648.degrees latitude (g = 980.6199 gals.).
 DU1648
 DU1648.The modeled gravity was interpolated from observed gravity values.
 DU1648
 DU1648;                    North         East    Units  Estimated Accuracy
 DU1648;SPC AZ C     -   264,590.      232,540.      MT  (+/- 180 meters Scaled)
 DU1648
 DU1648                          SUPERSEDED SURVEY CONTROL
 DU1648
 DU1648  NAVD 88 (11/29/93)  403.082  (m)         1322.44   (f) UNKNOWN     2 1
 DU1648
 DU1648.Superseded values are not recommended for survey control.
 DU1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1648.See file dsdata.txt to determine how the superseded data were derived.
 DU1648
 DU1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB339943(NAD 83)
 DU1648_MARKER: I = METAL ROD
 DU1648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1648+WITH SETTING: INFORMATION.
 DU1648_SP_SET: SHALLOW SET METAL ROD
 DU1648_MARK LOGO: AZDT  
 DU1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1648
 DU1648  HISTORY     - Date     Condition        Report By
 DU1648  HISTORY     - 1981     MONUMENTED       AZDT
 DU1648  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1648  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1648
 DU1648                          STATION DESCRIPTION
 DU1648
 DU1648'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1648'IN MESA.
 DU1648'IN MESA, 2 MILES (3.22 KM) SOUTH ALONG POWER ROAD FROM THE
 DU1648'INTERSECTION OF U.S. 60, THENCE 1.5 MI (2.4 KM) WEST ON SUPERSTITION
 DU1648'FREEWAY CORRIDOR, NEAR CENTER OF SECTION 35, 5 FT (1.52 METERS) WEST
 DU1648'OF THE CENTER LINE OF A NORTH-SOUTH FIELD ROAD, 4 FT (1.22 METERS)
 DU1648'SOUTH OF THE CENTER LINE OF AN EAST-WEST CONCRETE DITCH, 1 FT
 DU1648'(.30 METERS) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BOX, A REBAR
 DU1648'UP 0.05 FT (0.015 METERS)
 DU1648
 DU1648                          STATION RECOVERY (1994)
 DU1648
 DU1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1648'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1648
 DU1648                          STATION RECOVERY (2008)
 DU1648
 DU1648'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1648'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1648'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0112 ***********************************************************************
 DB0112  DESIGNATION -  T 8
 DB0112  PID         -  DB0112
 DB0112  STATE/COUNTY-  AZ/YUMA
 DB0112  USGS QUAD   -  WELLTON MESA (1982)
 DB0112
 DB0112                         *CURRENT SURVEY CONTROL
 DB0112  ___________________________________________________________________
 DB0112* NAD 83(1986)-  32 41 37.     (N)    114 02 53.     (W)     SCALED    
 DB0112* NAVD 88     -        91.76   (+/-2cm)     301.0    (feet)  VERTCON   
 DB0112  ___________________________________________________________________
 DB0112  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DB0112  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0112
 DB0112.The horizontal coordinates were scaled from a topographic map and have
 DB0112.an estimated accuracy of +/- 6 seconds.
 DB0112
 DB0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0112.The vertical order pertains to the NGVD 29 superseded value.
 DB0112
 DB0112.The geoid height was determined by GEOID03.
 DB0112
 DB0112;                    North         East    Units  Estimated Accuracy
 DB0112;SPC AZ W     -   187,820.      185,410.      MT  (+/- 180 meters Scaled)
 DB0112
 DB0112                          SUPERSEDED SURVEY CONTROL
 DB0112
 DB0112  NGVD 29 (??/??/??)   91.119  (m)          298.95   (f) ADJUSTED    1 2
 DB0112
 DB0112.Superseded values are not recommended for survey control.
 DB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0112.See file dsdata.txt to determine how the superseded data were derived.
 DB0112
 DB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS767211(NAD 83)
 DB0112_MARKER: DB = BENCH MARK DISK
 DB0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0112_STAMPING: 298.946 T 8 1927
 DB0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0112+STABILITY: SURFACE MOTION
 DB0112
 DB0112  HISTORY     - Date     Condition        Report By
 DB0112  HISTORY     - 1927     MONUMENTED       CGS
 DB0112  HISTORY     - 1958     GOOD             NGS
 DB0112
 DB0112                          STATION DESCRIPTION
 DB0112
 DB0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DB0112'5.4 MI NE FROM WELLTON.
 DB0112'5.4 MILES NORTHEAST ALONG THE WELLTON-HASSAYAMPA-PHOENIX BRANCH
 DB0112'OF THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT
 DB0112'WELLTON, YUMA COUNTY, AT THE SIDING AT MING, 14 RAILS EAST OF
 DB0112'SEMAPHORES 7752 AND 7753, 42 YARDS WEST OF THE BOARD FENCE
 DB0112'SURROUNDING THE SECTION FOREMANS HOUSE, 100 FEET SOUTH OF THE
 DB0112'CENTERLINE OF THE TRACK, JUST INSIDE THE RIGHT-OF-WAY FENCE,
 DB0112'1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 DB0112'POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.  NOTE-- INSTEAD OF
 DB0112'SECTION FOREMANS HOUSE SHOULD READ-- 160 FEET WEST OF THE MOST
 DB0112'WESTERLY OF THREE FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0183 ***********************************************************************
 CG0183  DESIGNATION -  T 80
 CG0183  PID         -  CG0183
 CG0183  STATE/COUNTY-  AZ/COCHISE
 CG0183  USGS QUAD   -  HEREFORD (1983)
 CG0183
 CG0183                         *CURRENT SURVEY CONTROL
 CG0183  ___________________________________________________________________
 CG0183* NAD 83(1986)-  31 24 51.     (N)    110 05 29.     (W)     SCALED    
 CG0183* NAVD 88     -      1300.17   (+/-2cm)    4265.6    (feet)  VERTCON   
 CG0183  ___________________________________________________________________
 CG0183  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CG0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0183
 CG0183.The horizontal coordinates were scaled from a topographic map and have
 CG0183.an estimated accuracy of +/- 6 seconds.
 CG0183
 CG0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0183.The vertical order pertains to the NGVD 29 superseded value.
 CG0183
 CG0183.The geoid height was determined by GEOID03.
 CG0183
 CG0183;                    North         East    Units  Estimated Accuracy
 CG0183;SPC AZ E     -    45,920.      220,520.      MT  (+/- 180 meters Scaled)
 CG0183
 CG0183                          SUPERSEDED SURVEY CONTROL
 CG0183
 CG0183  NGVD 29 (??/??/92) 1299.315  (m)         4262.84   (f) ADJ UNCH    2 0
 CG0183
 CG0183.Superseded values are not recommended for survey control.
 CG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0183.See file dsdata.txt to determine how the superseded data were derived.
 CG0183
 CG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV863758(NAD 83)
 CG0183_MARKER: DB = BENCH MARK DISK
 CG0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0183_SP_SET: ABUTMENT
 CG0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0183+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 CG0183
 CG0183  HISTORY     - Date     Condition        Report By
 CG0183  HISTORY     - UNK      MONUMENTED       CGS
 CG0183  HISTORY     - 1945     GOOD             NGS
 CG0183  HISTORY     - 20051105 GOOD             NGS
 CG0183
 CG0183                          STATION DESCRIPTION
 CG0183
 CG0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CG0183'1.9 MI S FROM HEREFORD.
 CG0183'ALONG THE SOUTHERN PACIFIC CO. RR, 1.9 MILES SOUTH OF THE STATION AT
 CG0183'HEREFORD, COCHISE CO., A BRONZE BENCH MARK DISK, SET IN A DRILL HOLE
 CG0183'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE
 CG0183'1070.74, 6.9 FEET WEST OF THE WEST RAIL AND LEVEL WITH THE BASE OF THE
 CG0183'RAIL.
 CG0183
 CG0183                          STATION RECOVERY (2005)
 CG0183
 CG0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG0183'RAILROAD IS NOW SAN PEDRO AND SOUTHWESTERN.  MARK IS 3.3 MILES NW
 CG0183'ALONG HEREFORD ROAD FROM ROUTE AZ 92.  IT IS 0.9 M S OF A WITNESS
 CG0183'SIGN.  RV 346 IS ON N ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0099 ***********************************************************************
 CF0099  DESIGNATION -  T 81
 CF0099  PID         -  CF0099
 CF0099  STATE/COUNTY-  AZ/COCHISE
 CF0099  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0099
 CF0099                         *CURRENT SURVEY CONTROL
 CF0099  ___________________________________________________________________
 CF0099* NAD 83(1986)-  31 24 57.     (N)    109 29 44.     (W)     SCALED    
 CF0099* NAVD 88     -      1297.99   (+/-2cm)    4258.5    (feet)  VERTCON   
 CF0099  ___________________________________________________________________
 CF0099  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CF0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0099
 CF0099.The horizontal coordinates were scaled from a topographic map and have
 CF0099.an estimated accuracy of +/- 6 seconds.
 CF0099
 CF0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0099.The vertical order pertains to the NGVD 29 superseded value.
 CF0099
 CF0099.The geoid height was determined by GEOID03.
 CF0099
 CF0099;                    North         East    Units  Estimated Accuracy
 CF0099;SPC AZ E     -    46,300.      277,170.      MT  (+/- 180 meters Scaled)
 CF0099
 CF0099                          SUPERSEDED SURVEY CONTROL
 CF0099
 CF0099  NGVD 29 (??/??/92) 1297.148  (m)         4255.73   (f) ADJ UNCH    2 0
 CF0099
 CF0099.Superseded values are not recommended for survey control.
 CF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0099.See file dsdata.txt to determine how the superseded data were derived.
 CF0099
 CF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV430766(NAD 83)
 CF0099_MARKER: DB = BENCH MARK DISK
 CF0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0099_STAMPING: T-81 1934
 CF0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0099+STABILITY: SURFACE MOTION
 CF0099
 CF0099  HISTORY     - Date     Condition        Report By
 CF0099  HISTORY     - 1934     MONUMENTED       CGS
 CF0099  HISTORY     - 1935     GOOD             NGS
 CF0099
 CF0099                          STATION DESCRIPTION
 CF0099
 CF0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0099'6.0 MI NE FROM DOUGLAS.
 CF0099'6.0 MI. N E. OF DEPOT ALONG THE S.P.R.R., 0.25 MI. N.E. OF A SMALL
 CF0099'RANCH HOUSE, 1/2 POLE S.W. OF MILE POST NO. 1113, 100 FT. S.E. OF THE
 CF0099'CENTER LINE OF TRACK, AND 2 FT. N.W. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0232 ***********************************************************************
 ES0232  DESIGNATION -  T 82
 ES0232  PID         -  ES0232
 ES0232  STATE/COUNTY-  AZ/NAVAJO
 ES0232  USGS QUAD   -  HEBER (1990)
 ES0232
 ES0232                         *CURRENT SURVEY CONTROL
 ES0232  ___________________________________________________________________
 ES0232* NAD 83(1986)-  34 23 53.     (N)    110 30 29.     (W)     SCALED    
 ES0232* NAVD 88     -      2009.481  (meters)    6592.77   (feet)  ADJUSTED  
 ES0232  ___________________________________________________________________
 ES0232  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0232  DYNAMIC HT  -        2006.524 (meters)    6583.07  (feet)  COMP
 ES0232  MODELED GRAV-     979,091.8   (mgal)                       NAVD 88
 ES0232
 ES0232  VERT ORDER  -  SECOND    CLASS 0
 ES0232
 ES0232.The horizontal coordinates were scaled from a topographic map and have
 ES0232.an estimated accuracy of +/- 6 seconds.
 ES0232
 ES0232.The orthometric height was determined by differential leveling
 ES0232.and adjusted in June 1991.
 ES0232
 ES0232.The geoid height was determined by GEOID03.
 ES0232
 ES0232.The dynamic height is computed by dividing the NAVD 88
 ES0232.geopotential number by the normal gravity value computed on the
 ES0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0232.degrees latitude (g = 980.6199 gals.).
 ES0232
 ES0232.The modeled gravity was interpolated from observed gravity values.
 ES0232
 ES0232;                    North         East    Units  Estimated Accuracy
 ES0232;SPC AZ E     -   376,860.      181,970.      MT  (+/- 180 meters Scaled)
 ES0232
 ES0232                          SUPERSEDED SURVEY CONTROL
 ES0232
 ES0232  NGVD 29 (??/??/92) 2008.540  (m)         6589.69   (f) ADJ UNCH    2 0
 ES0232
 ES0232.Superseded values are not recommended for survey control.
 ES0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0232.See file dsdata.txt to determine how the superseded data were derived.
 ES0232
 ES0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD452064(NAD 83)
 ES0232_MARKER: DB = BENCH MARK DISK
 ES0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0232_STAMPING: T 82 1935
 ES0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0232+STABILITY: SURFACE MOTION
 ES0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0232+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 ES0232
 ES0232  HISTORY     - Date     Condition        Report By
 ES0232  HISTORY     - 1935     MONUMENTED       CGS
 ES0232  HISTORY     - 1960     GOOD             USGS
 ES0232  HISTORY     - 20051008 GOOD             EVANS
 ES0232
 ES0232                          STATION DESCRIPTION
 ES0232
 ES0232'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0232'4.8 MI W FROM ARIPINE.
 ES0232'4.8 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ARIZONA HIGHWAY
 ES0232'MAINTENANCE YARD AT ARIPINE, NAVAJO COUNTY, 60 FEET NORTH OF AN OLD
 ES0232'ROAD LEADING SOUTH, AND 29 FEET NORTH OF THE CENTERLINE OF THE ROAD. A
 ES0232'STANDARD DISK, STAMPED T 82 1935 AND SET IN THE TOP OF A CONCRETE
 ES0232'POST.
 ES0232
 ES0232                          STATION RECOVERY (2005)
 ES0232
 ES0232'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0232'FROM THE JUNCTION OF HWY 260 AND 277 TRAVEL SOUTHEASTERLY ON HWY 260
 ES0232'TO MILE POST 310.14 TO FOREST SERVICE RD. 9886A ON THE LEFT. TRAVEL
 ES0232'NORTH ON FS RD 9886A 0.28 MILES TO A DIRT RD ON THE RIGHT. TRAVEL
 ES0232'EASTARLY ON DIRT RD 0.48 MILES AND THE STATION ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0126 ***********************************************************************
 DA0126  DESIGNATION -  T 83
 DA0126  PID         -  DA0126
 DA0126  STATE/COUNTY-  AZ/MARICOPA
 DA0126  USGS QUAD   -  ESTRELLA (1979)
 DA0126
 DA0126                         *CURRENT SURVEY CONTROL
 DA0126  ___________________________________________________________________
 DA0126* NAD 83(1986)-  32 52 50.     (N)    112 27 12.     (W)     SCALED    
 DA0126* NAVD 88     -       470.30   (+/-2cm)    1543.0    (feet)  VERTCON   
 DA0126  ___________________________________________________________________
 DA0126  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0126
 DA0126.The horizontal coordinates were scaled from a topographic map and have
 DA0126.an estimated accuracy of +/- 6 seconds.
 DA0126
 DA0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0126.The vertical order pertains to the NGVD 29 superseded value.
 DA0126
 DA0126.The geoid height was determined by GEOID03.
 DA0126
 DA0126;                    North         East    Units  Estimated Accuracy
 DA0126;SPC AZ C     -   208,630.      163,140.      MT  (+/- 180 meters Scaled)
 DA0126
 DA0126                          SUPERSEDED SURVEY CONTROL
 DA0126
 DA0126  NGVD 29 (??/??/92)  469.641  (m)         1540.81   (f) ADJ UNCH    2 0
 DA0126
 DA0126.Superseded values are not recommended for survey control.
 DA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0126.See file dsdata.txt to determine how the superseded data were derived.
 DA0126
 DA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB640389(NAD 83)
 DA0126_MARKER: DB = BENCH MARK DISK
 DA0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0126_STAMPING: T 83 1935
 DA0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0126+STABILITY: SURFACE MOTION
 DA0126
 DA0126  HISTORY     - Date     Condition        Report By
 DA0126  HISTORY     - 1935     MONUMENTED       CGS
 DA0126
 DA0126                          STATION DESCRIPTION
 DA0126
 DA0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0126'15.7 MI E FROM GILA.
 DA0126'15.7 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 DA0126'PACIFIC CO. RAILROAD STATION AT GILA, MARICOPA COUNTY, AND 45 FEET
 DA0126'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 83
 DA0126'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1644 ***********************************************************************
 DU1644  DESIGNATION -  T 83.8
 DU1644  PID         -  DU1644
 DU1644  STATE/COUNTY-  AZ/MARICOPA
 DU1644  USGS QUAD   -  BUCKHORN (1982)
 DU1644
 DU1644                         *CURRENT SURVEY CONTROL
 DU1644  ___________________________________________________________________
 DU1644* NAD 83(1986)-  33 23 12.     (N)    111 41 36.     (W)     SCALED    
 DU1644* NAVD 88     -       412.079  (meters)    1351.96   (feet)  ADJUSTED  
 DU1644  ___________________________________________________________________
 DU1644  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1644  DYNAMIC HT  -         411.587 (meters)    1350.35  (feet)  COMP
 DU1644  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 DU1644
 DU1644  VERT ORDER  -  SECOND    CLASS I
 DU1644
 DU1644.The horizontal coordinates were scaled from a topographic map and have
 DU1644.an estimated accuracy of +/- 6 seconds.
 DU1644
 DU1644.The orthometric height was determined by differential leveling
 DU1644.and adjusted in January 1998.
 DU1644
 DU1644.The geoid height was determined by GEOID03.
 DU1644
 DU1644.The dynamic height is computed by dividing the NAVD 88
 DU1644.geopotential number by the normal gravity value computed on the
 DU1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1644.degrees latitude (g = 980.6199 gals.).
 DU1644
 DU1644.The modeled gravity was interpolated from observed gravity values.
 DU1644
 DU1644;                    North         East    Units  Estimated Accuracy
 DU1644;SPC AZ C     -   264,650.      234,140.      MT  (+/- 180 meters Scaled)
 DU1644
 DU1644                          SUPERSEDED SURVEY CONTROL
 DU1644
 DU1644  NAVD 88 (11/29/93)  412.078  (m)         1351.96   (f) UNKNOWN     2 1
 DU1644
 DU1644.Superseded values are not recommended for survey control.
 DU1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1644.See file dsdata.txt to determine how the superseded data were derived.
 DU1644
 DU1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB355943(NAD 83)
 DU1644_MARKER: I = METAL ROD
 DU1644_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1644+WITH SETTING: INFORMATION.
 DU1644_SP_SET: REBAR
 DU1644_MARK LOGO: AZDT  
 DU1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1644
 DU1644  HISTORY     - Date     Condition        Report By
 DU1644  HISTORY     - 1971     MONUMENTED       AZDT
 DU1644  HISTORY     - 1981     GOOD             AZDT
 DU1644  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1644  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1644
 DU1644                          STATION DESCRIPTION
 DU1644
 DU1644'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1644'IN MESA.
 DU1644'2.0 MILES (3.22 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER
 DU1644'ROAD IN MESA TO THE SUPERSTITION FREEWAY CORRIDOR, THENCE 0.5 MILE
 DU1644'(0.8 KM) WEST TO THE STATION LOCATED NEAR THE CENTER OF SECTION 36,
 DU1644'T1N, R6E, 15 FT (4.57 METERS) SOUTH OF AN EAST-WEST FIELD ROAD, 3.5 FT
 DU1644'(1.06 METERS) EAST OF A NORTH-SOUTH DITCH, A 5/8-INCH REBAR PROJECTING
 DU1644'0.05 FOOT.
 DU1644
 DU1644                          STATION RECOVERY (1994)
 DU1644
 DU1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1644'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1644
 DU1644                          STATION RECOVERY (2008)
 DU1644
 DU1644'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1644'IT IS NOT POSSIBLE TO SEARCH AT THE DESCRIBED LOCATION. THE FREEWAY
 DU1644'HAS BEEN BUILT, AND THE ENTIRE AREA IS PAVED OVER. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1258 ***********************************************************************
 CZ1258  DESIGNATION -  T 84
 CZ1258  PID         -  CZ1258
 CZ1258  STATE/COUNTY-  AZ/PINAL
 CZ1258  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1258
 CZ1258                         *CURRENT SURVEY CONTROL
 CZ1258  ___________________________________________________________________
 CZ1258* NAD 83(1986)-  32 30 30.     (N)    111 57 00.     (W)     SCALED    
 CZ1258* NAVD 88     -       487.65   (+/-2cm)    1599.9    (feet)  VERTCON   
 CZ1258  ___________________________________________________________________
 CZ1258  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CZ1258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1258
 CZ1258.The horizontal coordinates were scaled from a topographic map and have
 CZ1258.an estimated accuracy of +/- 6 seconds.
 CZ1258
 CZ1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1258.The vertical order pertains to the NGVD 29 superseded value.
 CZ1258
 CZ1258.The geoid height was determined by GEOID03.
 CZ1258
 CZ1258;                    North         East    Units  Estimated Accuracy
 CZ1258;SPC AZ C     -   167,230.      210,230.      MT  (+/- 180 meters Scaled)
 CZ1258
 CZ1258                          SUPERSEDED SURVEY CONTROL
 CZ1258
 CZ1258  NGVD 29 (??/??/92)  487.052  (m)         1597.94   (f) ADJ UNCH    2 0
 CZ1258
 CZ1258.Superseded values are not recommended for survey control.
 CZ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1258.See file dsdata.txt to determine how the superseded data were derived.
 CZ1258
 CZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA107971(NAD 83)
 CZ1258_MARKER: DB = BENCH MARK DISK
 CZ1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1258_STAMPING: T 84 1935
 CZ1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1258+STABILITY: SURFACE MOTION
 CZ1258
 CZ1258  HISTORY     - Date     Condition        Report By
 CZ1258  HISTORY     - 1935     MONUMENTED       CGS
 CZ1258  HISTORY     - 1952     GOOD             NGS
 CZ1258  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1258
 CZ1258                          STATION DESCRIPTION
 CZ1258
 CZ1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1258'IN KOMELIH.
 CZ1258'AT KOMELIH, ABOUT 140 YARDS NORTH OF THE WINDMILL, AT THE T JUNCTION
 CZ1258'OF THE CASA GRANDE COVERED WELLS ROAD AND A DIRT ROAD WHICH LEADS EAST
 CZ1258'TO THE INDIAN VILLAGE, ON THE OUTSIDE OF A CURVE, ABOUT 200 YARDS
 CZ1258'NORTHEAST OF A WOODEN BRIDGE OVER A WIDE WASH, 37 FEET NORTHEAST OF
 CZ1258'THE CENTER LINE OF A DIRT ROAD, 30 1/2 FEET WEST OF A POINT IN LINE
 CZ1258'WITH A TELEPHONE LINE, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CZ1258'COVERED WELLS ROAD, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 CZ1258'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CZ1258'FOOT ABOVE THE GROUND.
 CZ1258
 CZ1258                          STATION RECOVERY (1963)
 CZ1258
 CZ1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0064 ***********************************************************************
 DA0064  DESIGNATION -  T 86
 DA0064  PID         -  DA0064
 DA0064  STATE/COUNTY-  AZ/MARICOPA
 DA0064  USGS QUAD   -  KAKA NW (1986)
 DA0064
 DA0064                         *CURRENT SURVEY CONTROL
 DA0064  ___________________________________________________________________
 DA0064* NAD 83(1986)-  32 44 39.     (N)    112 23 46.     (W)     SCALED    
 DA0064* NAVD 88     -       895.86   (+/-2cm)    2939.2    (feet)  VERTCON   
 DA0064  ___________________________________________________________________
 DA0064  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DA0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0064
 DA0064.The horizontal coordinates were scaled from a topographic map and have
 DA0064.an estimated accuracy of +/- 6 seconds.
 DA0064
 DA0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0064.The vertical order pertains to the NGVD 29 superseded value.
 DA0064
 DA0064.The geoid height was determined by GEOID03.
 DA0064
 DA0064;                    North         East    Units  Estimated Accuracy
 DA0064;SPC AZ C     -   193,480.      168,430.      MT  (+/- 180 meters Scaled)
 DA0064
 DA0064                          SUPERSEDED SURVEY CONTROL
 DA0064
 DA0064  NGVD 29 (??/??/92)  895.130  (m)         2936.77   (f) ADJ UNCH    2 0
 DA0064
 DA0064.Superseded values are not recommended for survey control.
 DA0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0064.See file dsdata.txt to determine how the superseded data were derived.
 DA0064
 DA0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB692237(NAD 83)
 DA0064_MARKER: DB = BENCH MARK DISK
 DA0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0064_STAMPING: T 86 1935
 DA0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0064+STABILITY: SURFACE MOTION
 DA0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0064+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0064
 DA0064  HISTORY     - Date     Condition        Report By
 DA0064  HISTORY     - 1935     MONUMENTED       CGS
 DA0064  HISTORY     - 1952     GOOD             NGS
 DA0064  HISTORY     - 20090206 GOOD             GEOCAC
 DA0064
 DA0064                          STATION DESCRIPTION
 DA0064
 DA0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0064'3.8 MI NW FROM STOUTS WELL.
 DA0064'3.8 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0064'AT A FENCE, AT THE CROSSING OF A GATE, AT THE SUMMIT OF A GRADE, 23
 DA0064'1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GATE, 7.7 FEET WEST OF
 DA0064'THE FENCE, 1.5 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0064'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT
 DA0064'HIGHER THAN THE ROAD.
 DA0064
 DA0064                          STATION RECOVERY (2009)
 DA0064
 DA0064'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0064'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0064'THE DESCRIPTION - THE WITNESS POST IS GONE. THE MARK IS LOCATED IN
 DA0064'AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR). VISIT THE BMGR TO
 DA0064'OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT IS OBTAINED CALL
 DA0064'THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON EXITING THE AREA.
 DA0064'HANDHELD COORDINATES
 DA0064'32 44 41.2 (N)   112 23 47.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0412 ***********************************************************************
 CZ0412  DESIGNATION -  T 89
 CZ0412  PID         -  CZ0412
 CZ0412  STATE/COUNTY-  AZ/PINAL
 CZ0412  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0412
 CZ0412                         *CURRENT SURVEY CONTROL
 CZ0412  ___________________________________________________________________
 CZ0412* NAD 83(1986)-  32 32 41.     (N)    111 25 45.     (W)     SCALED    
 CZ0412* NAVD 88     -       544.85   (+/-2cm)    1787.6    (feet)  VERTCON   
 CZ0412  ___________________________________________________________________
 CZ0412  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0412
 CZ0412.The horizontal coordinates were scaled from a topographic map and have
 CZ0412.an estimated accuracy of +/- 6 seconds.
 CZ0412
 CZ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0412.The vertical order pertains to the NGVD 29 superseded value.
 CZ0412
 CZ0412.The geoid height was determined by GEOID03.
 CZ0412
 CZ0412;                    North         East    Units  Estimated Accuracy
 CZ0412;SPC AZ C     -   171,370.      259,150.      MT  (+/- 180 meters Scaled)
 CZ0412
 CZ0412                          SUPERSEDED SURVEY CONTROL
 CZ0412
 CZ0412  NGVD 29 (??/??/92)  544.378  (m)         1786.01   (f) ADJ UNCH    2 0
 CZ0412
 CZ0412.Superseded values are not recommended for survey control.
 CZ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0412.See file dsdata.txt to determine how the superseded data were derived.
 CZ0412
 CZ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB597008(NAD 83)
 CZ0412_MARKER: DB = BENCH MARK DISK
 CZ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0412_STAMPING: T 89 1935
 CZ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0412+STABILITY: SURFACE MOTION
 CZ0412
 CZ0412  HISTORY     - Date     Condition        Report By
 CZ0412  HISTORY     - 1935     MONUMENTED       CGS
 CZ0412  HISTORY     - 1951     GOOD             NGS
 CZ0412  HISTORY     - 1977     GOOD             USGS
 CZ0412
 CZ0412                          STATION DESCRIPTION
 CZ0412
 CZ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0412'7.4 MI SW FROM RED ROCK.
 CZ0412'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0412'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ0412'GRADED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRADED ROAD, THENCE 0.1
 CZ0412'MILE EAST ALONG A GRADED ROAD LEADING TO THE LA OSA RANCH, AT THE LA
 CZ0412'OSA RANCH HOUSE, 94 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21.8
 CZ0412'FEET EAST OF THE SOUTHEAST CORNER OF THE WEST RANCH HOUSE, 6.3 FEET
 CZ0412'EAST OF THE SOUTH GATE POST OF A GATE WAY TO THE RANCH HOUSE, AND SET
 CZ0412'IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0412
 CZ0412                          STATION RECOVERY (1977)
 CZ0412
 CZ0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0412'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0412'STATION AT RED ROCK, THENCE 6.5 MI SW. ALONG SASCO RD., THENCE 0.7 MI
 CZ0412'NW., THENCE 0.1 MI E. AT LA OSA RANCH HOUSE, 94 FT S. OF CENTERLINE
 CZ0412'OF RD., 21.8 FT E. OF SOUTHEAST CORNER OF WEST RANCH HOUSE, 6.3 FT E.
 CZ0412'OF SOUTH GATE POST. IN CONCRETE POST PROJECTING 0.5 FT. NGS DISK
 CZ0412'STAMPED T 89 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1052 ***********************************************************************
 DV1052  DESIGNATION -  T 9
 DV1052  PID         -  DV1052
 DV1052  STATE/COUNTY-  AZ/MARICOPA
 DV1052  USGS QUAD   -  HYDER SE (1982)
 DV1052
 DV1052                         *CURRENT SURVEY CONTROL
 DV1052  ___________________________________________________________________
 DV1052* NAD 83(1986)-  33 02 43.     (N)    113 17 17.     (W)     SCALED    
 DV1052* NAVD 88     -       167.05   (+/-2cm)     548.1    (feet)  VERTCON   
 DV1052  ___________________________________________________________________
 DV1052  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DV1052  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1052
 DV1052.The horizontal coordinates were scaled from a topographic map and have
 DV1052.an estimated accuracy of +/- 6 seconds.
 DV1052
 DV1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1052.The vertical order pertains to the NGVD 29 superseded value.
 DV1052
 DV1052.The geoid height was determined by GEOID03.
 DV1052
 DV1052;                    North         East    Units  Estimated Accuracy
 DV1052;SPC AZ C     -   227,610.       85,270.      MT  (+/- 180 meters Scaled)
 DV1052
 DV1052                          SUPERSEDED SURVEY CONTROL
 DV1052
 DV1052  NGVD 29 (??/??/92)  166.462  (m)          546.13   (f) ADJ UNCH    1 2
 DV1052
 DV1052.Superseded values are not recommended for survey control.
 DV1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1052.See file dsdata.txt to determine how the superseded data were derived.
 DV1052
 DV1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB863586(NAD 83)
 DV1052_MARKER: DB = BENCH MARK DISK
 DV1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1052_STAMPING: 546.134 T 9 1927
 DV1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1052+STABILITY: SURFACE MOTION
 DV1052
 DV1052  HISTORY     - Date     Condition        Report By
 DV1052  HISTORY     - 1927     MONUMENTED       CGS
 DV1052  HISTORY     - 20021010 POOR             MCDOT
 DV1052
 DV1052                          STATION DESCRIPTION
 DV1052
 DV1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1052'4.4 MI E FROM AGUA.
 DV1052'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 50 FEET SOUTH OF THE
 DV1052'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1052'LINE.  10 TELEPHONE POLES WEST OF MILEPOST 827.  7-2/3 TELEPHONE POLES
 DV1052'WEST OF SIGNBOARD CAMEL.  6-2/3 TELEPHONE POLES WEST OF CONCRETE
 DV1052'TELEPHONE BOOTH.  585 FEET EAST OF BRIDGE NO. 826 A.  MARK IS 1 FOOT
 DV1052'ABOVE THE GROUND LEVEL, AND 4 1/2 FEET BELOW TRACK LEVEL. MARK IS ON
 DV1052'THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
 DV1052
 DV1052                          STATION RECOVERY (2002)
 DV1052
 DV1052'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV1052'FOUND CONCRETE BLOCK OUT OF GROUND WITH CAP IMPRESSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0906 ***********************************************************************
 CZ0906  DESIGNATION -  T 90
 CZ0906  PID         -  CZ0906
 CZ0906  STATE/COUNTY-  AZ/PIMA
 CZ0906  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0906
 CZ0906                         *CURRENT SURVEY CONTROL
 CZ0906  ___________________________________________________________________
 CZ0906* NAD 83(1986)-  32 25 35.     (N)    111 34 46.     (W)     SCALED    
 CZ0906* NAVD 88     -       680.39   (+/-2cm)    2232.2    (feet)  VERTCON   
 CZ0906  ___________________________________________________________________
 CZ0906  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0906
 CZ0906.The horizontal coordinates were scaled from a topographic map and have
 CZ0906.an estimated accuracy of +/- 6 seconds.
 CZ0906
 CZ0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0906.The vertical order pertains to the NGVD 29 superseded value.
 CZ0906
 CZ0906.The geoid height was determined by GEOID03.
 CZ0906
 CZ0906;                    North         East    Units  Estimated Accuracy
 CZ0906;SPC AZ C     -   158,200.      245,070.      MT  (+/- 180 meters Scaled)
 CZ0906
 CZ0906                          SUPERSEDED SURVEY CONTROL
 CZ0906
 CZ0906  NGVD 29 (??/??/92)  679.818  (m)         2230.37   (f) ADJ UNCH    2 0
 CZ0906
 CZ0906.Superseded values are not recommended for survey control.
 CZ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0906.See file dsdata.txt to determine how the superseded data were derived.
 CZ0906
 CZ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA455878(NAD 83)
 CZ0906_MARKER: DB = BENCH MARK DISK
 CZ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0906_STAMPING: T 90 1935
 CZ0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0906+STABILITY: SURFACE MOTION
 CZ0906
 CZ0906  HISTORY     - Date     Condition        Report By
 CZ0906  HISTORY     - 1935     MONUMENTED       CGS
 CZ0906  HISTORY     - 1952     GOOD             NGS
 CZ0906
 CZ0906                          STATION DESCRIPTION
 CZ0906
 CZ0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0906'1.45 MI W FROM SILVER BELL CEMETERY.
 CZ0906'1.45 MILES WEST ALONG A TRACK ROAD LEADING FROM THE SILVER BELL
 CZ0906'CEMETERY, 0.7 MILE SOUTHWEST OF THE Y JUNCTION OF A DIM TRACK ROAD
 CZ0906'LEADING SOUTH, ON THE WEST SLOPE OF A RIDGE, AT THE CROSSING OF AN
 CZ0906'EAST-WEST ROCKY WASH, 30 FEET SOUTH OF THE CENTER LINE OF THE WASH, 20
 CZ0906'FEET NORTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT LOWER THAN THE
 CZ0906'ROAD, 2.1 FEET EAST OF THE WITNESS POST, AND SET IN A CONCRETE POST
 CZ0906'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1354 ***********************************************************************
 CZ1354  DESIGNATION -  T 91
 CZ1354  PID         -  CZ1354
 CZ1354  STATE/COUNTY-  AZ/PINAL
 CZ1354  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1354
 CZ1354                         *CURRENT SURVEY CONTROL
 CZ1354  ___________________________________________________________________
 CZ1354* NAD 83(1986)-  32 33 36.     (N)    111 57 50.     (W)     SCALED    
 CZ1354* NAVD 88     -       486.86   (+/-2cm)    1597.3    (feet)  VERTCON   
 CZ1354  ___________________________________________________________________
 CZ1354  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CZ1354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1354
 CZ1354.The horizontal coordinates were scaled from a topographic map and have
 CZ1354.an estimated accuracy of +/- 6 seconds.
 CZ1354
 CZ1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1354.The vertical order pertains to the NGVD 29 superseded value.
 CZ1354
 CZ1354.The geoid height was determined by GEOID03.
 CZ1354
 CZ1354;                    North         East    Units  Estimated Accuracy
 CZ1354;SPC AZ C     -   172,960.      208,930.      MT  (+/- 180 meters Scaled)
 CZ1354
 CZ1354                          SUPERSEDED SURVEY CONTROL
 CZ1354
 CZ1354  NGVD 29 (??/??/92)  486.262  (m)         1595.34   (f) ADJ UNCH    2 0
 CZ1354
 CZ1354.Superseded values are not recommended for survey control.
 CZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1354.See file dsdata.txt to determine how the superseded data were derived.
 CZ1354
 CZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB095029(NAD 83)
 CZ1354_MARKER: DB = BENCH MARK DISK
 CZ1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1354_STAMPING: T 91 1935
 CZ1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1354+STABILITY: SURFACE MOTION
 CZ1354
 CZ1354  HISTORY     - Date     Condition        Report By
 CZ1354  HISTORY     - 1935     MONUMENTED       CGS
 CZ1354  HISTORY     - 1952     GOOD             NGS
 CZ1354
 CZ1354                          STATION DESCRIPTION
 CZ1354
 CZ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1354'5.4 MI NE FROM QUAJOTE.
 CZ1354'5.4 MILES NORTHEAST ALONG A GRADED ROAD FROM THE WELL AT THE INDIAN
 CZ1354'VILLAGE OF QUAJOTE, 183 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CZ1354'ROAD, 80 FEET SOUTH OF A TELEPHONE POLE BEARING A UNITED STATES
 CZ1354'GEOLOGICAL SURVEY PLATE, 1.4 FEET NORTHWEST OF A WITNESS POST, AND SET
 CZ1354'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND,
 CZ1354'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1279 ***********************************************************************
 CZ1279  DESIGNATION -  T 92
 CZ1279  PID         -  CZ1279
 CZ1279  STATE/COUNTY-  AZ/PIMA
 CZ1279  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1279
 CZ1279                         *CURRENT SURVEY CONTROL
 CZ1279  ___________________________________________________________________
 CZ1279* NAD 83(1986)-  32 30 05.     (N)    111 46 40.     (W)     SCALED    
 CZ1279* NAVD 88     -       505.52   (+/-2cm)    1658.5    (feet)  VERTCON   
 CZ1279  ___________________________________________________________________
 CZ1279  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1279
 CZ1279.The horizontal coordinates were scaled from a topographic map and have
 CZ1279.an estimated accuracy of +/- 6 seconds.
 CZ1279
 CZ1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1279.The vertical order pertains to the NGVD 29 superseded value.
 CZ1279
 CZ1279.The geoid height was determined by GEOID03.
 CZ1279
 CZ1279;                    North         East    Units  Estimated Accuracy
 CZ1279;SPC AZ C     -   166,470.      226,410.      MT  (+/- 180 meters Scaled)
 CZ1279
 CZ1279                          SUPERSEDED SURVEY CONTROL
 CZ1279
 CZ1279  NGVD 29 (??/??/92)  504.962  (m)         1656.70   (f) ADJ UNCH    2 0
 CZ1279
 CZ1279.Superseded values are not recommended for survey control.
 CZ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1279.See file dsdata.txt to determine how the superseded data were derived.
 CZ1279
 CZ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA269962(NAD 83)
 CZ1279_MARKER: DB = BENCH MARK DISK
 CZ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1279_STAMPING: T 92 1935
 CZ1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1279+STABILITY: SURFACE MOTION
 CZ1279
 CZ1279  HISTORY     - Date     Condition        Report By
 CZ1279  HISTORY     - 1935     MONUMENTED       CGS
 CZ1279  HISTORY     - 1952     GOOD             NGS
 CZ1279
 CZ1279                          STATION DESCRIPTION
 CZ1279
 CZ1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1279'27.7 MI SW FROM TOLTEC.
 CZ1279'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84, FROM THE SOUTHERN PACIFIC
 CZ1279'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1279'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1279'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1279'THENCE 7.9 MILES SOUTHWEST ALONG A DIRT ROAD, ABOUT 235 YARDS
 CZ1279'NORTHEAST OF A GATE WHICH THE ROAD PASSES THROUGH, ABOUT 235 YARDS
 CZ1279'NORTHEAST OF THE 1/4 SECTION S5 S6 (GENERAL LAND OFFICE), ABOUT 215
 CZ1279'YARDS NORTHEAST OF A WATER WELL AND A LARGE DIESEL PUMP, 505 FEET EAST
 CZ1279'OF THE CENTER LINE OF THE ROAD, 490 FEET EAST OF A NORTHSOUTH FENCE
 CZ1279'LINE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CZ1279'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CZ1279'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0683 ***********************************************************************
 CZ0683  DESIGNATION -  T 93
 CZ0683  PID         -  CZ0683
 CZ0683  STATE/COUNTY-  AZ/PIMA
 CZ0683  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0683
 CZ0683                         *CURRENT SURVEY CONTROL
 CZ0683  ___________________________________________________________________
 CZ0683* NAD 83(1986)-  32 18 19.     (N)    111 28 03.     (W)     SCALED    
 CZ0683* NAVD 88     -       706.52   (+/-2cm)    2318.0    (feet)  VERTCON   
 CZ0683  ___________________________________________________________________
 CZ0683  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0683
 CZ0683.The horizontal coordinates were scaled from a topographic map and have
 CZ0683.an estimated accuracy of +/- 6 seconds.
 CZ0683
 CZ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0683.The vertical order pertains to the NGVD 29 superseded value.
 CZ0683
 CZ0683.The geoid height was determined by GEOID03.
 CZ0683
 CZ0683;                    North         East    Units  Estimated Accuracy
 CZ0683;SPC AZ C     -   144,800.      255,660.      MT  (+/- 180 meters Scaled)
 CZ0683
 CZ0683                          SUPERSEDED SURVEY CONTROL
 CZ0683
 CZ0683  NGVD 29 (??/??/92)  705.915  (m)         2315.99   (f) ADJ UNCH    2 0
 CZ0683
 CZ0683.Superseded values are not recommended for survey control.
 CZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0683.See file dsdata.txt to determine how the superseded data were derived.
 CZ0683
 CZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA559743(NAD 83)
 CZ0683_MARKER: DB = BENCH MARK DISK
 CZ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0683_STAMPING: T 93 1935
 CZ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0683+STABILITY: SURFACE MOTION
 CZ0683
 CZ0683  HISTORY     - Date     Condition        Report By
 CZ0683  HISTORY     - 1935     MONUMENTED       CGS
 CZ0683  HISTORY     - 1951     GOOD             NGS
 CZ0683
 CZ0683                          STATION DESCRIPTION
 CZ0683
 CZ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0683'13.0 MI SE FROM SILVER BELL.
 CZ0683'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0683'SILVER BELL, THENCE 12.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, 1.4
 CZ0683'MILES WEST OF THE FINCH RANCH, 0.4 MILE EAST OF THE PAPAGO INDIAN
 CZ0683'RESERVATION BOUNDRY FENCE, 6 FEET SOUTH OF THE CENTER LINE OF THE
 CZ0683'ROAD, 2 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN
 CZ0683'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0683'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0721 ***********************************************************************
 CZ0721  DESIGNATION -  T 94
 CZ0721  PID         -  CZ0721
 CZ0721  STATE/COUNTY-  AZ/PIMA
 CZ0721  USGS QUAD   -  AVRA (1992)
 CZ0721
 CZ0721                         *CURRENT SURVEY CONTROL
 CZ0721  ___________________________________________________________________
 CZ0721* NAD 83(1986)-  32 18 24.     (N)    111 13 06.     (W)     SCALED    
 CZ0721* NAVD 88     -       698.64   (+/-2cm)    2292.1    (feet)  VERTCON   
 CZ0721  ___________________________________________________________________
 CZ0721  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CZ0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0721
 CZ0721.The horizontal coordinates were scaled from a topographic map and have
 CZ0721.an estimated accuracy of +/- 6 seconds.
 CZ0721
 CZ0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0721.The vertical order pertains to the NGVD 29 superseded value.
 CZ0721
 CZ0721.The geoid height was determined by GEOID03.
 CZ0721
 CZ0721;                    North         East    Units  Estimated Accuracy
 CZ0721;SPC AZ C     -   145,080.      279,120.      MT  (+/- 180 meters Scaled)
 CZ0721
 CZ0721                          SUPERSEDED SURVEY CONTROL
 CZ0721
 CZ0721  NGVD 29 (??/??/92)  697.998  (m)         2290.02   (f) ADJ UNCH    2 0
 CZ0721
 CZ0721.Superseded values are not recommended for survey control.
 CZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0721.See file dsdata.txt to determine how the superseded data were derived.
 CZ0721
 CZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA794744(NAD 83)
 CZ0721_MARKER: DB = BENCH MARK DISK
 CZ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0721_STAMPING: T 94 1935
 CZ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0721+STABILITY: SURFACE MOTION
 CZ0721
 CZ0721  HISTORY     - Date     Condition        Report By
 CZ0721  HISTORY     - 1935     MONUMENTED       CGS
 CZ0721  HISTORY     - 1951     GOOD             NGS
 CZ0721  HISTORY     - 20011028 GOOD             INDIV
 CZ0721
 CZ0721                          STATION DESCRIPTION
 CZ0721
 CZ0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0721'11.95 MI W FROM CORTARO.
 CZ0721'1.75 MILES SOUTHWEST ALONG CORTARO ROAD FROM THE GENERAL STORE AND
 CZ0721'POST OFFICE AT CORTARO, THENCE 7.05 MILES SOUTHWEST ALONG KINNEY ROAD,
 CZ0721'THENCE 3.15 MILES WEST ALONG ENCINAS DRIVE, ALSO 21.9 MILES WEST OF
 CZ0721'TUCSON, 6.2 MILES WEST OF THE U. S. VETERANS HOSPITAL IN TUCSON, ALONG
 CZ0721'STATE HIGHWAY 86, THENCE 13.2 MILES NORTHWEST ALONG KINNEY ROAD (VIA
 CZ0721'MCCAIN LOOP), THENCE 2.5 MILES NORTHWEST ALONG PALO VERDE TRAIL ROAD,
 CZ0721'AT AN INTERSECTION FORMED BY THE PALO VERDE ROAD LEADING SOUTH AND THE
 CZ0721'TWIN PEAKS ROAD LEADING NORTH, AND A GRAVEL AND SAND ROAD WHICH LEADS
 CZ0721'NORTHWEST TO A GROUP OF ADOBE RUINS, 70 FEET NORTHWEST OF THE CENTER
 CZ0721'LINE OF PALO VERDE TRAIL ROAD, 35 FEET SOUTH WEST OF THE CENTER LINE
 CZ0721'OF THE ROAD WHICH LEADS NORTHWEST, 2 FEET EAST OF A WITNESS POST, AND
 CZ0721'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD LEADING NORTHWEST, AND SET IN A
 CZ0721'CONCRETE POST PROJECTING 0.6 FOOT.
 CZ0721
 CZ0721                          STATION RECOVERY (2001)
 CZ0721
 CZ0721'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ0721'WITNESS POST LYING ON GROUND NEXT TO MARKER.  TWO RECENTLY EMPLACE
 CZ0721'THIN POSTS ARE NEXT TO MARKER.  MEAS. GPS COORDS N32 18 24.8, W111 13
 CZ0721'06.4, ELEV. 2278 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0626 ***********************************************************************
 FR0626  DESIGNATION -  T 95
 FR0626  PID         -  FR0626
 FR0626  STATE/COUNTY-  AZ/MOHAVE
 FR0626  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0626
 FR0626                         *CURRENT SURVEY CONTROL
 FR0626  ___________________________________________________________________
 FR0626* NAD 83(1986)-  35 42 10.     (N)    113 49 41.     (W)     SCALED    
 FR0626* NAVD 88     -      1578.377  (meters)    5178.39   (feet)  POSTED    
 FR0626  ___________________________________________________________________
 FR0626  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0626  DYNAMIC HT  -        1576.440 (meters)    5172.04  (feet)  COMP
 FR0626  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 FR0626
 FR0626  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0626
 FR0626.The horizontal coordinates were scaled from a topographic map and have
 FR0626.an estimated accuracy of +/- 6 seconds.
 FR0626
 FR0626.The orthometric height was determined by differential leveling
 FR0626.and adjusted by the  in 1992.
 FR0626.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0626.rate of 0.0 thru 1.0 mm/km.
 FR0626
 FR0626.The geoid height was determined by GEOID03.
 FR0626
 FR0626.The dynamic height is computed by dividing the NAVD 88
 FR0626.geopotential number by the normal gravity value computed on the
 FR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0626.degrees latitude (g = 980.6199 gals.).
 FR0626
 FR0626.The modeled gravity was interpolated from observed gravity values.
 FR0626
 FR0626;                    North         East    Units  Estimated Accuracy
 FR0626;SPC AZ W     -   521,560.      206,300.      MT  (+/- 180 meters Scaled)
 FR0626
 FR0626                          SUPERSEDED SURVEY CONTROL
 FR0626
 FR0626  NGVD 29 (??/??/92) 1577.504  (m)         5175.53   (f) ADJ UNCH    2 0
 FR0626
 FR0626.Superseded values are not recommended for survey control.
 FR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0626.See file dsdata.txt to determine how the superseded data were derived.
 FR0626
 FR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE441546(NAD 83)
 FR0626_MARKER: DB = BENCH MARK DISK
 FR0626_SETTING: 80 = SET IN A BOULDER
 FR0626_SP_SET: BOULDER
 FR0626_STAMPING: T 95 1935
 FR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0626+STABILITY: SURFACE MOTION
 FR0626
 FR0626  HISTORY     - Date     Condition        Report By
 FR0626  HISTORY     - 1935     MONUMENTED       CGS
 FR0626  HISTORY     - 1968     GOOD             USGS
 FR0626
 FR0626                          STATION DESCRIPTION
 FR0626
 FR0626'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0626'34.5 MI NW FROM PEACH SPRINGS.
 FR0626'29.3 MILES NORTHWEST OF PEACH SPRING TO Y RD. WEST, CONT. FOR 3.8
 FR0626'MILES TO END OF TRUCK TRAVEL AT STOCK TANK, CONT NORTH ALONG DRAIN FOR
 FR0626'0.4 MILES TO A CURVE TO THE WEST BANK OF A DREP WASH, IN TOP OF LARGE
 FR0626'BOULDER, 6 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0404 ***********************************************************************
 FR0404  DESIGNATION -  T 96
 FR0404  PID         -  FR0404
 FR0404  STATE/COUNTY-  AZ/MOHAVE
 FR0404  USGS QUAD   -  NELSON (1967)
 FR0404
 FR0404                         *CURRENT SURVEY CONTROL
 FR0404  ___________________________________________________________________
 FR0404* NAD 83(2007)-  35 35 31.83233(N)    113 20 09.87321(W)     ADJUSTED  
 FR0404* NAVD 88     -      1618.111  (meters)    5308.75   (feet)  POSTED    
 FR0404  ___________________________________________________________________
 FR0404  EPOCH DATE  -        2007.00
 FR0404  X           -  -2,057,371.758 (meters)                     COMP
 FR0404  Y           -  -4,768,896.167 (meters)                     COMP
 FR0404  Z           -   3,692,415.908 (meters)                     COMP
 FR0404  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 FR0404  ELLIP HEIGHT-        1592.401 (meters)          (02/10/07) ADJUSTED
 FR0404  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FR0404  DYNAMIC HT  -        1616.040 (meters)    5301.96  (feet)  COMP
 FR0404
 FR0404  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0404  Type    PID    Designation                      North   East  Ellip
 FR0404  -------------------------------------------------------------------
 FR0404  NETWORK FR0404 T 96                              0.27   0.22   0.71
 FR0404  -------------------------------------------------------------------
 FR0404  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 FR0404
 FR0404  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0404
 FR0404.The horizontal coordinates were established by GPS observations
 FR0404.and adjusted by the National Geodetic Survey in February 2007.
 FR0404
 FR0404.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0404.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0404.The horizontal coordinates are valid at the epoch date displayed above.
 FR0404.The epoch date for horizontal control is a decimal equivalence
 FR0404.of Year/Month/Day.
 FR0404
 FR0404.The orthometric height was determined by differential leveling
 FR0404.and adjusted by the  in 1992.
 FR0404.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0404.was located on a no-check spur therefore a value was not computed.
 FR0404.No vertical observational check was made to the station.
 FR0404
 FR0404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0404
 FR0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0404
 FR0404.The ellipsoidal height was determined by GPS observations
 FR0404.and is referenced to NAD 83.
 FR0404
 FR0404.The geoid height was determined by GEOID03.
 FR0404
 FR0404.The dynamic height is computed by dividing the NAVD 88
 FR0404.geopotential number by the normal gravity value computed on the
 FR0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0404.degrees latitude (g = 980.6199 gals.).
 FR0404
 FR0404.The modeled gravity was interpolated from observed gravity values.
 FR0404
 FR0404;                    North         East     Units Scale Factor Converg.
 FR0404;SPC AZ W     -   509,363.007   250,869.735   MT  0.99995067   +0 14 27.3
 FR0404;SPC AZ W     - 1,671,138.47    823,063.44   iFT  0.99995067   +0 14 27.3
 FR0404;UTM  12      - 3,941,228.257   288,357.276   MT  1.00015201   -1 21 36.5
 FR0404
 FR0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0404!SPC AZ W     -   0.99975012  x   0.99995067  =   0.99970081
 FR0404!UTM  12      -   0.99975012  x   1.00015201  =   0.99990210
 FR0404
 FR0404                          SUPERSEDED SURVEY CONTROL
 FR0404
 FR0404  NAD 83(1992)-  35 35 31.83198(N)    113 20 09.87244(W) AD(       ) A
 FR0404  ELLIP H (09/30/99) 1592.406  (m)                       GP(       ) 3 1
 FR0404  NAVD 88 (08/22/05) 1618.11   (m)         5308.7    (f) LEVELING    3  
 FR0404  NGVD 29 (??/??/92) 1617.142  (m)         5305.57   (f) ADJ UNCH    2 0
 FR0404
 FR0404.Superseded values are not recommended for survey control.
 FR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0404.See file dsdata.txt to determine how the superseded data were derived.
 FR0404
 FR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8835741228(NAD 83)
 FR0404_MARKER: DB = BENCH MARK DISK
 FR0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0404_STAMPING: T 96 1935
 FR0404_MARK LOGO: CGS   
 FR0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 FR0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0404+STABILITY: SURFACE MOTION
 FR0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0404+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0404
 FR0404  HISTORY     - Date     Condition        Report By
 FR0404  HISTORY     - 1935     MONUMENTED       CGS
 FR0404  HISTORY     - 1967     GOOD             USGS
 FR0404  HISTORY     - 1982     GOOD             NGS
 FR0404  HISTORY     - 19990125 GOOD             USGS
 FR0404  HISTORY     - 20030529 GOOD             GRANCN
 FR0404  HISTORY     - 20050401 GOOD             GRANCN
 FR0404
 FR0404                          STATION DESCRIPTION
 FR0404
 FR0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0404'4.0 MI E FROM PEACH SPRINGS.
 FR0404'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0404'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0404'ABOUT 3.5 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0404'ABOUT 100 YARDS NORTH OF A ROAD JUNCTION, AT A CURVE TO THE LEFT
 FR0404'LEADING TO A SMALL DEPRESSION AND OVER A RIDGE, AND 16 FEET EAST OF
 FR0404'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED T 96 1935 AND
 FR0404'SET IN THE TOP OF A CONCRETE POST.
 FR0404
 FR0404                          STATION RECOVERY (1967)
 FR0404
 FR0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0404'RECOVERED IN GOOD CONDITION.
 FR0404
 FR0404                          STATION RECOVERY (1982)
 FR0404
 FR0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0404'RECOVERED IN GOOD CONDITION.
 FR0404
 FR0404                          STATION RECOVERY (1999)
 FR0404
 FR0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1999 (FMG)
 FR0404'RECOVERED AS DESCRIBED.
 FR0404
 FR0404                          STATION RECOVERY (2003)
 FR0404
 FR0404'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2003
 FR0404'RECOVERED AS DESCRIBED.
 FR0404
 FR0404                          STATION RECOVERY (2005)
 FR0404
 FR0404'RECOVERY NOTE BY GRAND CANYON MONITORING AND RESEARCH 2005
 FR0404'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0399 ***********************************************************************
 FR0399  DESIGNATION -  T 97
 FR0399  PID         -  FR0399
 FR0399  STATE/COUNTY-  AZ/MOHAVE
 FR0399  USGS QUAD   -  DIAMOND PEAK (1967)
 FR0399
 FR0399                         *CURRENT SURVEY CONTROL
 FR0399  ___________________________________________________________________
 FR0399* NAD 83(1986)-  35 45 57.     (N)    113 22 13.     (W)     SCALED    
 FR0399* NAVD 88     -       418.439  (meters)    1372.83   (feet)  POSTED    
 FR0399  ___________________________________________________________________
 FR0399  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 FR0399  DYNAMIC HT  -         417.900 (meters)    1371.06  (feet)  COMP
 FR0399  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 FR0399
 FR0399  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0399
 FR0399.The horizontal coordinates were scaled from a topographic map and have
 FR0399.an estimated accuracy of +/- 6 seconds.
 FR0399
 FR0399.The orthometric height was determined by differential leveling
 FR0399.and adjusted by the  in 1992.
 FR0399.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0399.was located on a no-check spur therefore a value was not computed.
 FR0399.No vertical observational check was made to the station.
 FR0399
 FR0399.The geoid height was determined by GEOID03.
 FR0399
 FR0399.The dynamic height is computed by dividing the NAVD 88
 FR0399.geopotential number by the normal gravity value computed on the
 FR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0399.degrees latitude (g = 980.6199 gals.).
 FR0399
 FR0399.The modeled gravity was interpolated from observed gravity values.
 FR0399
 FR0399;                    North         East    Units  Estimated Accuracy
 FR0399;SPC AZ W     -   528,620.      247,700.      MT  (+/- 180 meters Scaled)
 FR0399
 FR0399                          SUPERSEDED SURVEY CONTROL
 FR0399
 FR0399  NGVD 29 (??/??/92)  417.454  (m)         1369.60   (f) ADJ UNCH    2 0
 FR0399
 FR0399.Superseded values are not recommended for survey control.
 FR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0399.See file dsdata.txt to determine how the superseded data were derived.
 FR0399
 FR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE857605(NAD 83)
 FR0399_MARKER: DB = BENCH MARK DISK
 FR0399_SETTING: 66 = SET IN ROCK OUTCROP
 FR0399_SP_SET: GRANITE LEDGE
 FR0399_STAMPING: T 97 1935
 FR0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0399+STABILITY: POSITION/ELEVATION WELL
 FR0399
 FR0399  HISTORY     - Date     Condition        Report By
 FR0399  HISTORY     - 1935     MONUMENTED       CGS
 FR0399
 FR0399                          STATION DESCRIPTION
 FR0399
 FR0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0399'20.6 MI N FROM PEACH SPRINGS.
 FR0399'ABOUT 20.6 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0399'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, THENCE ABOUT 1.0 MILE
 FR0399'NORTH ALONG THE DIAMOND CREEK TRAIL, ABOUT 300 YARDS SOUTH OF COLORADO
 FR0399'RIVER, AT A SPUR LEDGE PROJECTION AT THE WEST CANYON WALL, ABOUT 100
 FR0399'FEET EAST OF THE POINT OF THE SPUR, IN THE TOP OF AN INCLINED GRANITE
 FR0399'LEDGE, AND ABOUT 4 FEET HIGHER THAN THE CREEK BED. A STANDARD DISK,
 FR0399'STAMPED T 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1581 ***********************************************************************
 DA1581  DESIGNATION -  T10 9S R15W SECS 1 6 36
 DA1581  PID         -  DA1581
 DA1581  STATE/COUNTY-  AZ/YUMA
 DA1581  USGS QUAD   -  MOHAWK SE (1965)
 DA1581
 DA1581                         *CURRENT SURVEY CONTROL
 DA1581  ___________________________________________________________________
 DA1581* NAD 83(1992)-  32 35 31.31281(N)    113 45 26.46630(W)     ADJUSTED  
 DA1581* NAVD 88     -       145.9    (meters)     479.     (feet)  VERTCON   
 DA1581  ___________________________________________________________________
 DA1581  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DA1581  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DA1581  HORZ ORDER  -  THIRD
 DA1581
 DA1581.The horizontal coordinates were established by classical geodetic methods
 DA1581.and adjusted by the National Geodetic Survey in August 1993.
 DA1581
 DA1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1581
 DA1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1581
 DA1581.The geoid height was determined by GEOID03.
 DA1581
 DA1581;                    North         East     Units Scale Factor Converg.
 DA1581;SPC AZ W     -   176,517.909   212,669.857   MT  0.99993334   -0 00 14.3
 DA1581;SPC AZ W     -   579,127.00    697,735.75   iFT  0.99993334   -0 00 14.3
 DA1581;UTM  12      - 3,609,416.966   241,198.547   MT  1.00042599   -1 29 09.9
 DA1581
 DA1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1581!SPC AZ W     -   0.99998224  x   0.99993334  =   0.99991558
 DA1581!UTM  12      -   0.99998224  x   1.00042599  =   1.00040822
 DA1581
 DA1581                          SUPERSEDED SURVEY CONTROL
 DA1581
 DA1581  NAD 83(1986)-  32 35 31.30935(N)    113 45 26.47188(W) AD(       ) 3
 DA1581  NGVD 29 (04/26/91)  145.3    (m)          477.     (f) VERT ANG    3  
 DA1581
 DA1581.Superseded values are not recommended for survey control.
 DA1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1581.See file dsdata.txt to determine how the superseded data were derived.
 DA1581
 DA1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4119909417(NAD 83)
 DA1581_MARKER: DD = SURVEY DISK
 DA1581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1581
 DA1581  HISTORY     - Date     Condition        Report By
 DA1581  HISTORY     - 1964     MONUMENTED       USGS
 DA1581
 DA1581                          STATION DESCRIPTION
 DA1581
 DA1581'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DA1581'LOCATED AT NE COR SEC 1 T10S R15W.
 DA1581'
 DA1581'TO REACH NOT GIVEN.
 DA1581'
 DA1581'STATION MARK--GENERAL LAND OFFICE CAP
 DA1581'STAMPED---T9S R15W S36 S1 S6 R15W T10S CC 1937---, ON IRON PIPE
 DA1581'PROJECTING 0.6 FT ABOVE GROUND.
 DA1581'
 DA1581'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1703 ***********************************************************************
 DB1703  DESIGNATION -  T10 9S R22 21W SECS 1 6 31 36
 DB1703  PID         -  DB1703
 DB1703  STATE/COUNTY-  AZ/YUMA
 DB1703  USGS QUAD   -  FORTUNA SW (1965)
 DB1703
 DB1703                         *CURRENT SURVEY CONTROL
 DB1703  ___________________________________________________________________
 DB1703* NAD 83(1992)-  32 35 51.96753(N)    114 27 36.87245(W)     ADJUSTED  
 DB1703* NAVD 88     -       115.54   (+/-2cm)     379.1    (feet)  VERTCON   
 DB1703  ___________________________________________________________________
 DB1703  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DB1703  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DB1703  HORZ ORDER  -  THIRD
 DB1703  VERT ORDER  -  THIRD ? (See Below)
 DB1703
 DB1703.The horizontal coordinates were established by classical geodetic methods
 DB1703.and adjusted by the National Geodetic Survey in August 1993.
 DB1703
 DB1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1703.The vertical order pertains to the NGVD 29 superseded value.
 DB1703
 DB1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1703
 DB1703.The geoid height was determined by GEOID03.
 DB1703
 DB1703;                    North         East     Units Scale Factor Converg.
 DB1703;SPC AZ W     -   177,376.734   146,689.758   MT  0.99998812   -0 22 57.5
 DB1703;SPC AZ W     -   581,944.67    481,265.61   iFT  0.99998812   -0 22 57.5
 DB1703;UTM  11      - 3,609,544.195   738,357.253   MT  1.00030063   +1 22 08.1
 DB1703
 DB1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1703!SPC AZ W     -   0.99998719  x   0.99998812  =   0.99997531
 DB1703!UTM  11      -   0.99998719  x   1.00030063  =   1.00028781
 DB1703
 DB1703                          SUPERSEDED SURVEY CONTROL
 DB1703
 DB1703  NAD 83(1986)-  32 35 51.97138(N)    114 27 36.87897(W) AD(       ) 3
 DB1703  NGVD 29 (04/26/91)  114.88   (m)          376.9    (f) LEVELING    3  
 DB1703
 DB1703.Superseded values are not recommended for survey control.
 DB1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1703.See file dsdata.txt to determine how the superseded data were derived.
 DB1703
 DB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3835709544(NAD 83)
 DB1703_MARKER: DD = SURVEY DISK
 DB1703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1703_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1703
 DB1703  HISTORY     - Date     Condition        Report By
 DB1703  HISTORY     - 1964     MONUMENTED       USGS
 DB1703
 DB1703                          STATION DESCRIPTION
 DB1703
 DB1703'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1703'LOCATED AT SW COR T9S R21W.
 DB1703'
 DB1703'TO REACH NOT GIVEN.
 DB1703'
 DB1703'STATION MARK--GENERAL LAND OFFICE CAP
 DB1703'STAMPED---T9S R22W 36 31 1 6 T10S R21W 1920---, ON IRON PIPE
 DB1703'PROJECTING 1 FT ABOVE GROUND.
 DB1703'
 DB1703'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1262 ***********************************************************************
 CZ1262  DESIGNATION -  T10 9S R5E SECS 4 5 32 33
 CZ1262  PID         -  CZ1262
 CZ1262  STATE/COUNTY-  AZ/PINAL
 CZ1262  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1262
 CZ1262                         *CURRENT SURVEY CONTROL
 CZ1262  ___________________________________________________________________
 CZ1262* NAD 83(1986)-  32 35 37.     (N)    111 51 39.     (W)     SCALED    
 CZ1262* NAVD 88     -       472.65   (+/-2cm)    1550.7    (feet)  VERTCON   
 CZ1262  ___________________________________________________________________
 CZ1262  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1262
 CZ1262.The horizontal coordinates were scaled from a topographic map and have
 CZ1262.an estimated accuracy of +/- 6 seconds.
 CZ1262
 CZ1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1262.The vertical order pertains to the NGVD 29 superseded value.
 CZ1262
 CZ1262.The geoid height was determined by GEOID03.
 CZ1262
 CZ1262;                    North         East    Units  Estimated Accuracy
 CZ1262;SPC AZ C     -   176,690.      218,600.      MT  (+/- 180 meters Scaled)
 CZ1262
 CZ1262                          SUPERSEDED SURVEY CONTROL
 CZ1262
 CZ1262  NGVD 29 (??/??/92)  472.076  (m)         1548.80   (f) ADJ UNCH    2 0
 CZ1262
 CZ1262.Superseded values are not recommended for survey control.
 CZ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1262.See file dsdata.txt to determine how the superseded data were derived.
 CZ1262
 CZ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB192065(NAD 83)
 CZ1262_MARKER: P = PIPE CAP
 CZ1262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1262_STAMPING: T9S R5E S32 S33 S5 S4 T10S1915
 CZ1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1262
 CZ1262  HISTORY     - Date     Condition        Report By
 CZ1262  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1262  HISTORY     - 1952     GOOD             NGS
 CZ1262
 CZ1262                          STATION DESCRIPTION
 CZ1262
 CZ1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1262'2.8 MI E FROM JACKRABBIT.
 CZ1262'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1262'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 2.4 MILES EAST ALONG A
 CZ1262'TRACK ROAD, 0.7 MILE SOUTHEAST OF THE CHURCH AT AN INDIAN VILLAGE, 70
 CZ1262'FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 37 FEET
 CZ1262'WEST OF THE CENTER LINE OF A DEEP NORTHSOUTH WASH, RIVETED ON TOP OF A
 CZ1262'3 INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0426 ***********************************************************************
 ES0426  DESIGNATION -  T10N R3E SECS 24 25 SC
 ES0426  PID         -  ES0426
 ES0426  STATE/COUNTY-  AZ/YAVAPAI
 ES0426  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0426
 ES0426                         *CURRENT SURVEY CONTROL
 ES0426  ___________________________________________________________________
 ES0426* NAD 83(1986)-  34 13 29.     (N)    111 59 08.     (W)     SCALED    
 ES0426* NAVD 88     -      1175.23   (+/-2cm)    3855.7    (feet)  VERTCON   
 ES0426  ___________________________________________________________________
 ES0426  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ES0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0426
 ES0426.The horizontal coordinates were scaled from a topographic map and have
 ES0426.an estimated accuracy of +/- 6 seconds.
 ES0426
 ES0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0426.The vertical order pertains to the NGVD 29 superseded value.
 ES0426
 ES0426.The geoid height was determined by GEOID03.
 ES0426
 ES0426;                    North         East    Units  Estimated Accuracy
 ES0426;SPC AZ C     -   357,580.      207,010.      MT  (+/- 180 meters Scaled)
 ES0426
 ES0426                          SUPERSEDED SURVEY CONTROL
 ES0426
 ES0426  NGVD 29 (??/??/92) 1174.542  (m)         3853.48   (f) ADJ UNCH    2 0
 ES0426
 ES0426.Superseded values are not recommended for survey control.
 ES0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0426.See file dsdata.txt to determine how the superseded data were derived.
 ES0426
 ES0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC092875(NAD 83)
 ES0426_MARKER: P = PIPE CAP
 ES0426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0426_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0426_STAMPING: T10N T10N R3E S30 S24 R4E S25 1941
 ES0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0426+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2008
 ES0426
 ES0426  HISTORY     - Date     Condition        Report By
 ES0426  HISTORY     - 1941     MONUMENTED       USGLO
 ES0426  HISTORY     - 1952     GOOD             NGS
 ES0426  HISTORY     - 20080302 GOOD             GEOCAC
 ES0426
 ES0426                          STATION DESCRIPTION
 ES0426
 ES0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0426'15.3 MI SE FROM CORDES.
 ES0426'15.3 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0426'CORDES, 0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO
 ES0426'CANON, AT THE WEST BOUNDARY OF THE TONTO NATIONAL FOREST, 157 FEET
 ES0426'SOUTH OF THE CENTER LINE OF THE ROAD, 19.3 FEET SOUTH OF TI0N R4E S19
 ES0426'(USGLO), 5.7 FEET WEST OF THE BOUNDARY FENCE, 1.8 FEET EAST OF THE
 ES0426'CENTER OF A 1 1/2-FOOT HIGH ROCK CAIRN, AND RIVETED ON TOP OF A 2-INCH
 ES0426'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 ES0426
 ES0426                          STATION RECOVERY (2008)
 ES0426
 ES0426'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0410 ***********************************************************************
 ES0410  DESIGNATION -  T10N R4E SECS 18 19 1/4 COR
 ES0410  PID         -  ES0410
 ES0410  STATE/COUNTY-  AZ/YAVAPAI
 ES0410  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0410
 ES0410                         *CURRENT SURVEY CONTROL
 ES0410  ___________________________________________________________________
 ES0410* NAD 83(1986)-  34 14 19.     (N)    111 58 38.     (W)     SCALED    
 ES0410* NAVD 88     -      1189.11   (+/-2cm)    3901.3    (feet)  VERTCON   
 ES0410  ___________________________________________________________________
 ES0410  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 ES0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0410
 ES0410.The horizontal coordinates were scaled from a topographic map and have
 ES0410.an estimated accuracy of +/- 6 seconds.
 ES0410
 ES0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0410.The vertical order pertains to the NGVD 29 superseded value.
 ES0410
 ES0410.The geoid height was determined by GEOID03.
 ES0410
 ES0410;                    North         East    Units  Estimated Accuracy
 ES0410;SPC AZ C     -   359,120.      207,780.      MT  (+/- 180 meters Scaled)
 ES0410
 ES0410                          SUPERSEDED SURVEY CONTROL
 ES0410
 ES0410  NGVD 29 (??/??/92) 1188.426  (m)         3899.03   (f) ADJ UNCH    2 0
 ES0410
 ES0410.Superseded values are not recommended for survey control.
 ES0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0410.See file dsdata.txt to determine how the superseded data were derived.
 ES0410
 ES0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC100890(NAD 83)
 ES0410_MARKER: P = PIPE CAP
 ES0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0410_STAMPING: 1/4 S18 S19 1941
 ES0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0410
 ES0410  HISTORY     - Date     Condition        Report By
 ES0410  HISTORY     - 1941     MONUMENTED       USGLO
 ES0410
 ES0410                          STATION DESCRIPTION
 ES0410
 ES0410'DESCRIBED BY US GENERAL LAND OFFICE 1941
 ES0410'12.65 MI S FROM DUGAS.
 ES0410'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 10.2
 ES0410'MILES SOUTH ALONG A DIM TRACK ROAD, THENCE 0.45 MILE SOUTHWEST ALONG A
 ES0410'VERY DIM TRACK ROAD, 0.95 MILE NORTHEAST OF A GATE AT THE WEST
 ES0410'BOUNDARY OF THE TONTO NATIONAL FOREST, AT A SMALL SANDY WASH CROSSING,
 ES0410'42 FEET SOUTHEAST OF THE CENTER LINE AND ABOUT LEVEL WITH THE ROAD, 12
 ES0410'FEET NORTHEAST OF THE CENTER LINE OF A WASH, 3 FEET NORTH OF A 2
 ES0410'1/2-FOOT HIGH ROCK CAIRN, AND RIVETED ON THE TOP OF A 1-INCH PIPE
 ES0410'PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0425 ***********************************************************************
 ES0425  DESIGNATION -  T10N R4E SECS 19 30 CC
 ES0425  PID         -  ES0425
 ES0425  STATE/COUNTY-  AZ/YAVAPAI
 ES0425  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0425
 ES0425                         *CURRENT SURVEY CONTROL
 ES0425  ___________________________________________________________________
 ES0425* NAD 83(1986)-  34 13 29.     (N)    111 59 08.     (W)     SCALED    
 ES0425* NAVD 88     -      1174.88   (+/-2cm)    3854.6    (feet)  VERTCON   
 ES0425  ___________________________________________________________________
 ES0425  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 ES0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0425
 ES0425.The horizontal coordinates were scaled from a topographic map and have
 ES0425.an estimated accuracy of +/- 6 seconds.
 ES0425
 ES0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0425.The vertical order pertains to the NGVD 29 superseded value.
 ES0425
 ES0425.The geoid height was determined by GEOID03.
 ES0425
 ES0425;                    North         East    Units  Estimated Accuracy
 ES0425;SPC AZ C     -   357,580.      207,010.      MT  (+/- 180 meters Scaled)
 ES0425
 ES0425                          SUPERSEDED SURVEY CONTROL
 ES0425
 ES0425  NGVD 29 (??/??/92) 1174.196  (m)         3852.34   (f) ADJ UNCH    2 0
 ES0425
 ES0425.Superseded values are not recommended for survey control.
 ES0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0425.See file dsdata.txt to determine how the superseded data were derived.
 ES0425
 ES0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC092875(NAD 83)
 ES0425_MARKER: P = PIPE CAP
 ES0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0425_STAMPING: T10 N T10N S24 R4E R3E S19 S30 1941
 ES0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0425+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2008
 ES0425
 ES0425  HISTORY     - Date     Condition        Report By
 ES0425  HISTORY     - 1941     MONUMENTED       USGLO
 ES0425  HISTORY     - 1952     GOOD             NGS
 ES0425  HISTORY     - 20080302 GOOD             GEOCAC
 ES0425
 ES0425                          STATION DESCRIPTION
 ES0425
 ES0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0425'15.3 MI SE FROM CORDES.
 ES0425'15.3 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0425'CORDES, 0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO
 ES0425'CANON, AT THE WEST BOUNDARY OF THE TONTO NATIONAL FOREST, 138 FEET
 ES0425'SOUTH OF THE CENTER LINE OF AND ABOUT 4 FEET HIGHER THAN THE ROAD AT A
 ES0425'CATTLE GUARD, 19.3 FEET NORTH OF A GENERAL LAND OFFICE MARK, 5.7 FEET
 ES0425'WEST OF THE BOUNDARY FENCE, 3 FEET WEST OF THE CENTER OF A 2-FOOT HIGH
 ES0425'ROCK CAIRN, AND RIVETED ON TOP OF A 2-INCH IRON PIPE PROJECTING 1.0
 ES0425'FOOT ABOVE THE GROUND.
 ES0425
 ES0425                          STATION RECOVERY (2008)
 ES0425
 ES0425'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 ES0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1173 ***********************************************************************
 ES1173  DESIGNATION -  T10N R5E SEC 24 1/4 COR EAST
 ES1173  PID         -  ES1173
 ES1173  STATE/COUNTY-  AZ/YAVAPAI
 ES1173  USGS QUAD   -  BLOODY BASIN (1967)
 ES1173
 ES1173                         *CURRENT SURVEY CONTROL
 ES1173  ___________________________________________________________________
 ES1173* NAD 83(1992)-  34 13 55.18023(N)    111 46 32.60836(W)     ADJUSTED  
 ES1173* NAVD 88     -      1191.8    (meters)    3910.     (feet)  VERTCON   
 ES1173  ___________________________________________________________________
 ES1173  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 ES1173  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 ES1173  HORZ ORDER  -  THIRD
 ES1173
 ES1173.The horizontal coordinates were established by classical geodetic methods
 ES1173.and adjusted by the National Geodetic Survey in August 1993.
 ES1173
 ES1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1173
 ES1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1173
 ES1173.The geoid height was determined by GEOID03.
 ES1173
 ES1173;                    North         East     Units Scale Factor Converg.
 ES1173;SPC AZ C     -   358,394.131   226,344.109   MT  0.99990208   +0 04 45.4
 ES1173;SPC AZ C     - 1,175,833.76    742,598.78   iFT  0.99990208   +0 04 45.4
 ES1173;UTM  12      - 3,788,151.625   428,558.046   MT  0.99966291   -0 26 11.0
 ES1173
 ES1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1173!SPC AZ C     -   0.99981714  x   0.99990208  =   0.99971924
 ES1173!UTM  12      -   0.99981714  x   0.99966291  =   0.99948011
 ES1173
 ES1173                          SUPERSEDED SURVEY CONTROL
 ES1173
 ES1173  NAD 83(1992)-  34 13 55.17609(N)    111 46 32.61155(W) AD(       ) 3
 ES1173  NGVD 29 (10/09/91) 1191.1    (m)         3908.     (f) VERT ANG    3  
 ES1173
 ES1173.Superseded values are not recommended for survey control.
 ES1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1173.See file dsdata.txt to determine how the superseded data were derived.
 ES1173
 ES1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2855888152(NAD 83)
 ES1173_MARKER: DU = BOUNDARY MARKER
 ES1173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1173
 ES1173  HISTORY     - Date     Condition        Report By
 ES1173  HISTORY     - 1941     MONUMENTED       USGLO
 ES1173  HISTORY     - 1966     GOOD             USGS
 ES1173
 ES1173                          STATION DESCRIPTION
 ES1173
 ES1173'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1173'LOCATED ABOUT 25 MI S. AND ABOUT 3 MI E. OF CAMP VERDE, ABOUT 0.25
 ES1173'MI S. OF POWERLINE RD.  ON RIDGE BETWEEN YELLOWJACKET CANYON AND
 ES1173'RED CREEK.
 ES1173'
 ES1173'TO REACH NOT GIVEN.
 ES1173'
 ES1173'STATION MARK--GLO CAP STAMPED---S24-1/4 1941---, ON PIPE.
 ES1173'
 ES1173'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0373 ***********************************************************************
 CZ0373  DESIGNATION -  T10S R10 11E SECS 31 36 SC
 CZ0373  PID         -  CZ0373
 CZ0373  STATE/COUNTY-  AZ/PIMA
 CZ0373  USGS QUAD   -  RED ROCK (1993)
 CZ0373
 CZ0373                         *CURRENT SURVEY CONTROL
 CZ0373  ___________________________________________________________________
 CZ0373* NAD 83(1986)-  32 30 05.     (N)    111 15 39.     (W)     SCALED    
 CZ0373* NAVD 88     -       595.344  (meters)    1953.22   (feet)  ADJUSTED  
 CZ0373  ___________________________________________________________________
 CZ0373  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CZ0373  DYNAMIC HT  -         594.564 (meters)    1950.67  (feet)  COMP
 CZ0373  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 CZ0373
 CZ0373  VERT ORDER  -  FIRST     CLASS II
 CZ0373
 CZ0373.The horizontal coordinates were scaled from a topographic map and have
 CZ0373.an estimated accuracy of +/- 6 seconds.
 CZ0373
 CZ0373.The orthometric height was determined by differential leveling
 CZ0373.and adjusted in June 1991.
 CZ0373
 CZ0373.The geoid height was determined by GEOID03.
 CZ0373
 CZ0373.The dynamic height is computed by dividing the NAVD 88
 CZ0373.geopotential number by the normal gravity value computed on the
 CZ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0373.degrees latitude (g = 980.6199 gals.).
 CZ0373
 CZ0373.The modeled gravity was interpolated from observed gravity values.
 CZ0373
 CZ0373;                    North         East    Units  Estimated Accuracy
 CZ0373;SPC AZ C     -   166,650.      274,990.      MT  (+/- 180 meters Scaled)
 CZ0373
 CZ0373                          SUPERSEDED SURVEY CONTROL
 CZ0373
 CZ0373  NGVD 29 (??/??/92)  594.819  (m)         1951.50   (f) ADJ UNCH    1 2
 CZ0373
 CZ0373.Superseded values are not recommended for survey control.
 CZ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0373.See file dsdata.txt to determine how the superseded data were derived.
 CZ0373
 CZ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA754960(NAD 83)
 CZ0373_MARKER: P = PIPE CAP
 CZ0373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0373_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0373_STAMPING: S T 10 S R 10 E R 11 E S 36 S 31 1919
 CZ0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0373+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ0373
 CZ0373  HISTORY     - Date     Condition        Report By
 CZ0373  HISTORY     - 1919     MONUMENTED       USGLO
 CZ0373  HISTORY     - 1951     GOOD             NGS
 CZ0373  HISTORY     - 1980     GOOD             NGS
 CZ0373  HISTORY     - 20061210 GOOD             GEOCAC
 CZ0373
 CZ0373                          STATION DESCRIPTION
 CZ0373
 CZ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0373'4.2 MI NW FROM MARANA.
 CZ0373'4.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND STATE
 CZ0373'HIGHWAY 84 FROM THE POST OFFICE AT MARANA, ABOUT 3 POLES NORTHWEST OF
 CZ0373'MILE POLE 958, 209 FEET NORTHEAST OF SIGNAL TOWER NUMBER 9577, 205.5
 CZ0373'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 106.8 FEET
 CZ0373'NORTHEAST OF RAILROAD RIGHT-OF-WAY FENCE, 1.6 FEET WEST OF (BM 1940
 CZ0373'USGS), IN TOP OF A 3 INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE
 CZ0373'GROUND.
 CZ0373
 CZ0373                          STATION RECOVERY (1980)
 CZ0373
 CZ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0373'42.0 KILOMETERS (26.1 MILE) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ0373'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.2 KILOMETER (0.1
 CZ0373'MILE) NORTHWEST OF RAILROAD MILE POST NUMBER 958, 62.6 METERS
 CZ0373'(205.5 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 CZ0373'36.5 METERS (119.7 FEET) EAST OF A FENCE CORNER POST, 32.5 METERS
 CZ0373'(106.8 FEET) NORTHEAST OF RAILROAD RIGHT-OF-WAY FENCE, 0.45 METES,
 CZ0373'(1.6 FEET) WEST OF BM 1940 USGS, 2.45 METERS (8.0 FEET) SOUTH OF
 CZ0373'A FENCE.  RIVETED TO THE TOP OF A IRON PIPE PROJECTING 27 CM.
 CZ0373'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 CZ0373'THE MARK IS .3 M BELOW THE RAILS.
 CZ0373
 CZ0373                          STATION RECOVERY (2006)
 CZ0373
 CZ0373'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0097 ***********************************************************************
 DB0097  DESIGNATION -  T10S R17W SEC 32 1/4 COR SOUTH
 DB0097  PID         -  DB0097
 DB0097  STATE/COUNTY-  AZ/YUMA
 DB0097  USGS QUAD   -  WELLTON SE (1965)
 DB0097
 DB0097                         *CURRENT SURVEY CONTROL
 DB0097  ___________________________________________________________________
 DB0097* NAD 83(1986)-  32 30 29.     (N)    114 02 20.     (W)     SCALED    
 DB0097* NAVD 88     -       252.47   (+/-2cm)     828.3    (feet)  VERTCON   
 DB0097  ___________________________________________________________________
 DB0097  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0097
 DB0097.The horizontal coordinates were scaled from a topographic map and have
 DB0097.an estimated accuracy of +/- 6 seconds.
 DB0097
 DB0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0097.The vertical order pertains to the NGVD 29 superseded value.
 DB0097
 DB0097.The geoid height was determined by GEOID03.
 DB0097
 DB0097;                    North         East    Units  Estimated Accuracy
 DB0097;SPC AZ W     -   167,240.      186,220.      MT  (+/- 180 meters Scaled)
 DB0097
 DB0097                          SUPERSEDED SURVEY CONTROL
 DB0097
 DB0097  NGVD 29 (??/??/??)  251.776  (m)          826.04   (f) ADJUSTED    2 0
 DB0097
 DB0097.Superseded values are not recommended for survey control.
 DB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0097.See file dsdata.txt to determine how the superseded data were derived.
 DB0097
 DB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS781006(NAD 83)
 DB0097_MARKER: P = PIPE CAP
 DB0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0097_STAMPING: 1/4 S 32 37
 DB0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0097
 DB0097  HISTORY     - Date     Condition        Report By
 DB0097  HISTORY     - UNK      MONUMENTED       USGLO
 DB0097  HISTORY     - 1962     GOOD             NGS
 DB0097
 DB0097                          STATION DESCRIPTION
 DB0097
 DB0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0097'14.6 MI SE FROM WELLTON.
 DB0097'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0097'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0097'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0097'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0097'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 10.95 MILES
 DB0097'SOUTHEAST ALONG A DIM TRAIL ROAD, 300 FEET SOUTHEAST OF A
 DB0097'4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DB0097'IS NUMBER 6, 0.3 MILE SOUTHWEST OF THE BASE OF A ROCK MOUNTAIN,
 DB0097'AT A CURVE IN THE TRAIL ROAD, 12 FEET SOUTHWEST OF THE CENTER
 DB0097'LINE OF THE TRAIL ROAD, 3.0 FEET SOUTHWEST OF A METAL WITNESS
 DB0097'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD, A CAP
 DB0097'RIVETED ON THE TOP OF A 1-INCH METAL PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0094 ***********************************************************************
 DB0094  DESIGNATION -  T10S R18 17W SECS 19 24 1/4 COR
 DB0094  PID         -  DB0094
 DB0094  STATE/COUNTY-  AZ/YUMA
 DB0094  USGS QUAD   -  WELLTON SE (1965)
 DB0094
 DB0094                         *CURRENT SURVEY CONTROL
 DB0094  ___________________________________________________________________
 DB0094* NAD 83(1986)-  32 32 41.     (N)    114 03 50.     (W)     SCALED    
 DB0094* NAVD 88     -       195.59   (+/-2cm)     641.7    (feet)  VERTCON   
 DB0094  ___________________________________________________________________
 DB0094  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DB0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0094
 DB0094.The horizontal coordinates were scaled from a topographic map and have
 DB0094.an estimated accuracy of +/- 6 seconds.
 DB0094
 DB0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0094.The vertical order pertains to the NGVD 29 superseded value.
 DB0094
 DB0094.The geoid height was determined by GEOID03.
 DB0094
 DB0094;                    North         East    Units  Estimated Accuracy
 DB0094;SPC AZ W     -   171,320.      183,880.      MT  (+/- 180 meters Scaled)
 DB0094
 DB0094                          SUPERSEDED SURVEY CONTROL
 DB0094
 DB0094  NGVD 29 (??/??/??)  194.913  (m)          639.48   (f) ADJUSTED    2 0
 DB0094
 DB0094.Superseded values are not recommended for survey control.
 DB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0094.See file dsdata.txt to determine how the superseded data were derived.
 DB0094
 DB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS757046(NAD 83)
 DB0094_MARKER: P = PIPE CAP
 DB0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0094_STAMPING: 1/4 S 24 S 16
 DB0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0094
 DB0094  HISTORY     - Date     Condition        Report By
 DB0094  HISTORY     - UNK      MONUMENTED       USGLO
 DB0094  HISTORY     - 1962     GOOD             NGS
 DB0094
 DB0094                          STATION DESCRIPTION
 DB0094
 DB0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0094'11.6 MI SE FROM WELLTON.
 DB0094'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0094'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0094'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0094'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0094'ALONG THE SOUTHEAST SIDE OF A LEVEE, THENCE 7.9 MILES SOUTHEAST
 DB0094'ALONG A DIM TRAIL ROAD, 3.9 MILES SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0094'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0094'2.9 MILES NORTHWEST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST
 DB0094'WHICH PROJECTS 16 FEET AND IS NUMBER 6, 24 FEET SOUTHWEST OF THE
 DB0094'CENTER LINE OF THE TRAIL ROAD, 14 FEET NORTHEAST OF A SHALLOW
 DB0094'WASH WITH SCATTERED IRONWOOD TREES ALONG THE WASH, 2.0 FEET WEST
 DB0094'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, A CAP
 DB0094'RIVETED ON THE TOP OF A 1-INCH METAL PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1453 ***********************************************************************
 DA1453  DESIGNATION -  T10S R1W SEC 25 SE COR
 DA1453  PID         -  DA1453
 DA1453  STATE/COUNTY-  AZ/MARICOPA
 DA1453  USGS QUAD   -  KAKA (1986)
 DA1453
 DA1453                         *CURRENT SURVEY CONTROL
 DA1453  ___________________________________________________________________
 DA1453* NAD 83(1992)-  32 31 16.35710(N)    112 18 22.94618(W)     ADJUSTED  
 DA1453* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 DA1453  ___________________________________________________________________
 DA1453  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DA1453  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DA1453  HORZ ORDER  -  THIRD
 DA1453
 DA1453.The horizontal coordinates were established by classical geodetic methods
 DA1453.and adjusted by the National Geodetic Survey in August 1993.
 DA1453
 DA1453.The orthometric height was scaled from a topographic map.
 DA1453
 DA1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1453
 DA1453.The geoid height was determined by GEOID03.
 DA1453
 DA1453;                    North         East     Units Scale Factor Converg.
 DA1453;SPC AZ C     -   168,725.913   176,748.713   MT  0.99991652   -0 12 34.2
 DA1453;SPC AZ C     -   553,562.71    579,884.23   iFT  0.99991652   -0 12 34.2
 DA1453;UTM  12      - 3,598,962.375   377,304.608   MT  0.99978564   -0 42 08.7
 DA1453
 DA1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1453!SPC AZ C     -   0.99989731  x   0.99991652  =   0.99981384
 DA1453!UTM  12      -   0.99989731  x   0.99978564  =   0.99968297
 DA1453
 DA1453:                Primary Azimuth Mark                     Grid Az
 DA1453:SPC AZ C     -  BITTER                                   052 50 53.5
 DA1453:UTM  12      -  BITTER                                   053 20 28.0
 DA1453
 DA1453|---------------------------------------------------------------------|
 DA1453| PID    Reference Object                     Distance      Geod. Az  |
 DA1453|                                                           dddmmss.s |
 DA1453| DA1450 BITTER                              APPROX.20.3 KM 0523819.3 |
 DA1453| CH5226 GLO 23 RM 1                                        05326     |
 DA1453| CH5227 GLO 23 RM 2                                        13934     |
 DA1453|---------------------------------------------------------------------|
 DA1453
 DA1453                          SUPERSEDED SURVEY CONTROL
 DA1453
 DA1453  NAD 83(1986)-  32 31 16.34854(N)    112 18 22.94567(W) AD(       ) 3
 DA1453  NAD 27      -  32 31 16.13700(N)    112 18 20.43500(W) AD(       ) 3
 DA1453
 DA1453.Superseded values are not recommended for survey control.
 DA1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1453.See file dsdata.txt to determine how the superseded data were derived.
 DA1453
 DA1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7730598962(NAD 83)
 DA1453_MARKER: P = PIPE CAP
 DA1453_SETTING: 0 = UNSPECIFIED SETTING
 DA1453
 DA1453  HISTORY     - Date     Condition        Report By
 DA1453  HISTORY     - 1936     MONUMENTED       USGLO
 DA1453  HISTORY     - 1967     GOOD             CGS
 DA1453
 DA1453                          STATION DESCRIPTION
 DA1453
 DA1453'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1453'THE SOUTHEAST CORNER OF SEC. 25, T. 10 S., R. 1 W., MARKED
 DA1453'BY A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE
 DA1453'BLOCK 9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE
 DA1453'CAP IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE
 DA1453'1936-1914.  REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE
 DA1453'BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 104.180
 DA1453'METERS (341.80 FEET) S. 40 DEG E.  (MAGNETIC) REFERENCE MARK
 DA1453'NO. 2, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 DA1453'26 INCHES IN GROUND, IS 13.730 METERS (45.05 FEET) N. 54
 DA1453'DEG E.  (MAGNETIC).
 DA1453
 DA1453                          STATION RECOVERY (1967)
 DA1453
 DA1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DA1453'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DA1453'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 1 WHICH WAS
 DA1453'DESTROYED.
 DA1453'
 DA1453'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DA1453'
 DA1453'TO REACH THE STATION FROM THE FORK IN THE ROAD WHICH IS ABOUT
 DA1453'75 YARDS SOUTHWEST OF THE WATER TANK IN KAKA, GO NORTHWEST ON
 DA1453'A TRACK ROAD FOR 0.1 MILE.  TURN RIGHT ONTO A TRACK SIDE ROAD
 DA1453'AND GO NORTH FOR 0.3 MILE TO A REVERSE Y FORK.  TURN RIGHT AND
 DA1453'GO NORTHEAST ON THE PIPELINE ROAD FOR 0.15 MILE TO A WATER WELL
 DA1453'ON THE RIGHT, SOUTHEAST SIDE.  CONTINUE NORTHEAST ON THE
 DA1453'PIPELINE ROAD FOR 0.65 MILE TO THE STATION ON THE RIGHT, ABOUT
 DA1453'75 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.
 DA1453'
 DA1453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4
 DA1453'MILES NORTHEAST OF THE INDIAN VILLAGE OF KAKA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1687 ***********************************************************************
 DB1687  DESIGNATION -  T10S R23W SECS 23 25 36
 DB1687  PID         -  DB1687
 DB1687  STATE/COUNTY-  AZ/YUMA
 DB1687  USGS QUAD   -  YUMA SE (1965)
 DB1687
 DB1687                         *CURRENT SURVEY CONTROL
 DB1687  ___________________________________________________________________
 DB1687* NAD 83(1992)-  32 31 25.86901(N)    114 33 45.39202(W)     ADJUSTED  
 DB1687* NAVD 88     -        92.42   (+/-2cm)     303.2    (feet)  VERTCON   
 DB1687  ___________________________________________________________________
 DB1687  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DB1687  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB1687  HORZ ORDER  -  THIRD
 DB1687  VERT ORDER  -  THIRD ? (See Below)
 DB1687
 DB1687.The horizontal coordinates were established by classical geodetic methods
 DB1687.and adjusted by the National Geodetic Survey in August 1993.
 DB1687
 DB1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1687.The vertical order pertains to the NGVD 29 superseded value.
 DB1687
 DB1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1687
 DB1687.The geoid height was determined by GEOID03.
 DB1687
 DB1687;                    North         East     Units Scale Factor Converg.
 DB1687;SPC AZ W     -   169,248.667   137,017.814   MT  1.00000518   -0 26 12.9
 DB1687;SPC AZ W     -   555,277.78    449,533.51   iFT  1.00000518   -0 26 12.9
 DB1687;UTM  11      - 3,601,122.261   728,935.395   MT  1.00024634   +1 18 39.7
 DB1687
 DB1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1687!SPC AZ W     -   0.99999086  x   1.00000518  =   0.99999604
 DB1687!UTM  11      -   0.99999086  x   1.00024634  =   1.00023720
 DB1687
 DB1687                          SUPERSEDED SURVEY CONTROL
 DB1687
 DB1687  NAD 83(1986)-  32 31 25.87824(N)    114 33 45.40208(W) AD(       ) 3
 DB1687  NGVD 29 (04/26/91)   91.75   (m)          301.0    (f) LEVELING    3  
 DB1687
 DB1687.Superseded values are not recommended for survey control.
 DB1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1687.See file dsdata.txt to determine how the superseded data were derived.
 DB1687
 DB1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2893501122(NAD 83)
 DB1687_MARKER: DD = SURVEY DISK
 DB1687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1687_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1687
 DB1687  HISTORY     - Date     Condition        Report By
 DB1687  HISTORY     - 1964     MONUMENTED       USGS
 DB1687
 DB1687                          STATION DESCRIPTION
 DB1687
 DB1687'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1687'NO DESCRIPTION AVAILABLE.
 DB1687'
 DB1687'STATION MARK--GENERAL LAND OFFICE CAP
 DB1687'STAMPED---T10S R23W S25 S36 1920---, ON PIPE PROJECTING 0.7 FT
 DB1687'ABOVE GROUND.
 DB1687'
 DB1687'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1688 ***********************************************************************
 DB1688  DESIGNATION -  T10S R23W SECS 24 25
 DB1688  PID         -  DB1688
 DB1688  STATE/COUNTY-  AZ/YUMA
 DB1688  USGS QUAD   -  YUMA SE (1965)
 DB1688
 DB1688                         *CURRENT SURVEY CONTROL
 DB1688  ___________________________________________________________________
 DB1688* NAD 83(1992)-  32 32 18.30219(N)    114 33 46.02638(W)     ADJUSTED  
 DB1688* NAVD 88     -        92.3    (meters)     303.     (feet)  VERTCON   
 DB1688  ___________________________________________________________________
 DB1688  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DB1688  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DB1688  HORZ ORDER  -  THIRD
 DB1688
 DB1688.The horizontal coordinates were established by classical geodetic methods
 DB1688.and adjusted by the National Geodetic Survey in August 1993.
 DB1688
 DB1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1688
 DB1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1688
 DB1688.The geoid height was determined by GEOID03.
 DB1688
 DB1688;                    North         East     Units Scale Factor Converg.
 DB1688;SPC AZ W     -   170,863.931   137,013.581   MT  1.00000518   -0 26 13.9
 DB1688;SPC AZ W     -   560,577.20    449,519.62   iFT  1.00000518   -0 26 13.9
 DB1688;UTM  11      - 3,602,737.034   728,881.871   MT  1.00024604   +1 18 41.3
 DB1688
 DB1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1688!SPC AZ W     -   0.99999088  x   1.00000518  =   0.99999606
 DB1688!UTM  11      -   0.99999088  x   1.00024604  =   1.00023692
 DB1688
 DB1688                          SUPERSEDED SURVEY CONTROL
 DB1688
 DB1688  NAD 83(1986)-  32 32 18.31135(N)    114 33 46.03608(W) AD(       ) 3
 DB1688  NGVD 29 (04/26/91)   91.6    (m)          301.     (f) VERT ANG    3  
 DB1688
 DB1688.Superseded values are not recommended for survey control.
 DB1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1688.See file dsdata.txt to determine how the superseded data were derived.
 DB1688
 DB1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2888202737(NAD 83)
 DB1688_MARKER: DD = SURVEY DISK
 DB1688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1688_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1688
 DB1688  HISTORY     - Date     Condition        Report By
 DB1688  HISTORY     - 1964     MONUMENTED       USGS
 DB1688
 DB1688                          STATION DESCRIPTION
 DB1688
 DB1688'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1688'LOCATED AT SE COR SEC 24 T10S R23W.
 DB1688'
 DB1688'TO REACH TAKE FOUR-WHEEL DRIVE.
 DB1688'
 DB1688'STATION MARK--GENERAL LAND OFFICE CAP
 DB1688'STAMPED---S24 S25 T10S R23W---, ON PIPE PROJECTING 1 FT ABOVE
 DB1688'GROUND.
 DB1688'
 DB1688'RM 1--STANDARD BM TABLET STAMPED---11 LHL 1963---, CEMENTED IN TOP
 DB1688'OF CONCRETE POST.
 DB1688'
 DB1688'RM 2--GENERAL LAND OFFICE CAP STAMPED---S19 S30 T10S R22W---, ON
 DB1688'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1689 ***********************************************************************
 DB1689  DESIGNATION -  T10S R23W SECS 34 35
 DB1689  PID         -  DB1689
 DB1689  STATE/COUNTY-  AZ/YUMA
 DB1689  USGS QUAD   -  YUMA SE (1965)
 DB1689
 DB1689                         *CURRENT SURVEY CONTROL
 DB1689  ___________________________________________________________________
 DB1689* NAD 83(1992)-  32 30 31.93893(N)    114 35 48.80447(W)     ADJUSTED  
 DB1689* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 DB1689  ___________________________________________________________________
 DB1689  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DB1689  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DB1689  HORZ ORDER  -  THIRD
 DB1689
 DB1689.The horizontal coordinates were established by classical geodetic methods
 DB1689.and adjusted by the National Geodetic Survey in August 1993.
 DB1689
 DB1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1689
 DB1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1689
 DB1689.The geoid height was determined by GEOID03.
 DB1689
 DB1689;                    North         East     Units Scale Factor Converg.
 DB1689;SPC AZ W     -   167,612.495   133,783.896   MT  1.00001139   -0 27 18.6
 DB1689;SPC AZ W     -   549,909.76    438,923.54   iFT  1.00001139   -0 27 18.6
 DB1689;UTM  11      - 3,599,387.830   725,752.149   MT  1.00022849   +1 17 31.4
 DB1689
 DB1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1689!SPC AZ W     -   0.99999325  x   1.00001139  =   1.00000464
 DB1689!UTM  11      -   0.99999325  x   1.00022849  =   1.00022174
 DB1689
 DB1689                          SUPERSEDED SURVEY CONTROL
 DB1689
 DB1689  NAD 83(1986)-  32 30 31.94964(N)    114 35 48.81501(W) AD(       ) 3
 DB1689  NGVD 29 (04/26/91)   76.6    (m)          251.     (f) VERT ANG    3  
 DB1689
 DB1689.Superseded values are not recommended for survey control.
 DB1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1689.See file dsdata.txt to determine how the superseded data were derived.
 DB1689
 DB1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2575299388(NAD 83)
 DB1689_MARKER: DD = SURVEY DISK
 DB1689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1689
 DB1689  HISTORY     - Date     Condition        Report By
 DB1689  HISTORY     - 1964     MONUMENTED       USGS
 DB1689
 DB1689                          STATION DESCRIPTION
 DB1689
 DB1689'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1689'LOCATED AT SW COR SEC 35 T10S R23W.
 DB1689'
 DB1689'TO REACH TAKE FOUR-WHEEL DRIVE.
 DB1689'
 DB1689'STATION MARK--GENERAL LAND OFFICE CAP
 DB1689'STAMPED---S34 S35 T10S R23W---, ON PIPE PROJECTING 0.4 FT ABOVE
 DB1689'GROUND.
 DB1689'
 DB1689'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1358 ***********************************************************************
 CZ1358  DESIGNATION -  T10S R3 4E SECS 13 18 19 24
 CZ1358  PID         -  CZ1358
 CZ1358  STATE/COUNTY-  AZ/PINAL
 CZ1358  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1358
 CZ1358                         *CURRENT SURVEY CONTROL
 CZ1358  ___________________________________________________________________
 CZ1358* NAD 83(1986)-  32 33 00.     (N)    111 59 53.     (W)     SCALED    
 CZ1358* NAVD 88     -       504.95   (+/-2cm)    1656.7    (feet)  VERTCON   
 CZ1358  ___________________________________________________________________
 CZ1358  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CZ1358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1358
 CZ1358.The horizontal coordinates were scaled from a topographic map and have
 CZ1358.an estimated accuracy of +/- 6 seconds.
 CZ1358
 CZ1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1358.The vertical order pertains to the NGVD 29 superseded value.
 CZ1358
 CZ1358.The geoid height was determined by GEOID03.
 CZ1358
 CZ1358;                    North         East    Units  Estimated Accuracy
 CZ1358;SPC AZ C     -   171,850.      205,720.      MT  (+/- 180 meters Scaled)
 CZ1358
 CZ1358                          SUPERSEDED SURVEY CONTROL
 CZ1358
 CZ1358  NGVD 29 (??/??/92)  504.33   (m)         1654.6    (f) COMPUTED    2 0
 CZ1358
 CZ1358.Superseded values are not recommended for survey control.
 CZ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1358.See file dsdata.txt to determine how the superseded data were derived.
 CZ1358
 CZ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB062018(NAD 83)
 CZ1358_MARKER: P = PIPE CAP
 CZ1358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1358_STAMPING: T10S R3E R4E 1914 S13S18 S24 1S19
 CZ1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1358
 CZ1358  HISTORY     - Date     Condition        Report By
 CZ1358  HISTORY     - 1914     MONUMENTED       USGLO
 CZ1358  HISTORY     - 1952     GOOD             NGS
 CZ1358  HISTORY     - 1977     POOR             USGS
 CZ1358
 CZ1358                          STATION DESCRIPTION
 CZ1358
 CZ1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1358'3.3 MI SE FROM QUAJOTE.
 CZ1358'3.3 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE WELL AT QUAJOTE, ON
 CZ1358'TOP OF A SMALL RISE, 57 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CZ1358'ROAD, A BRASS CAP RIVETED ON THE TOP OF A 2 1/2 INCH IRON PIPE
 CZ1358'PROJECTING 0.7 FOOT ABOVE THE GROUND, AND ABOUT 1 1/2 FEET LOWER THAN
 CZ1358'THE ROAD.
 CZ1358
 CZ1358                          STATION RECOVERY (1977)
 CZ1358
 CZ1358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1358'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2262 ***********************************************************************
 CZ2262  DESIGNATION -  T10S R4E SEC 33 SE COR
 CZ2262  PID         -  CZ2262
 CZ2262  STATE/COUNTY-  AZ/PIMA
 CZ2262  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ2262
 CZ2262                         *CURRENT SURVEY CONTROL
 CZ2262  ___________________________________________________________________
 CZ2262* NAD 83(1992)-  32 30 23.86337(N)    111 56 48.27446(W)     ADJUSTED  
 CZ2262* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 CZ2262  ___________________________________________________________________
 CZ2262  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CZ2262  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CZ2262  HORZ ORDER  -  THIRD
 CZ2262
 CZ2262.The horizontal coordinates were established by classical geodetic methods
 CZ2262.and adjusted by the National Geodetic Survey in August 1993.
 CZ2262
 CZ2262.The orthometric height was scaled from a topographic map.
 CZ2262
 CZ2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2262
 CZ2262.The geoid height was determined by GEOID03.
 CZ2262
 CZ2262;                    North         East     Units Scale Factor Converg.
 CZ2262;SPC AZ C     -   167,042.497   210,534.022   MT  0.99990010   -0 00 58.2
 CZ2262;SPC AZ C     -   548,039.69    690,728.42   iFT  0.99990010   -0 00 58.2
 CZ2262;UTM  12      - 3,596,988.785   411,068.559   MT  0.99969752   -0 30 31.7
 CZ2262
 CZ2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2262!SPC AZ C     -   0.99992778  x   0.99990010  =   0.99982789
 CZ2262!UTM  12      -   0.99992778  x   0.99969752  =   0.99962532
 CZ2262
 CZ2262                          SUPERSEDED SURVEY CONTROL
 CZ2262
 CZ2262  NAD 83(1986)-  32 30 23.85539(N)    111 56 48.27745(W) AD(       ) 3
 CZ2262  NAD 27      -  32 30 23.63000(N)    111 56 45.78600(W) AD(       ) 3
 CZ2262
 CZ2262.Superseded values are not recommended for survey control.
 CZ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2262.See file dsdata.txt to determine how the superseded data were derived.
 CZ2262
 CZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA1106996989(NAD 83)
 CZ2262_MARKER: P = PIPE CAP
 CZ2262_SETTING: 0 = UNSPECIFIED SETTING
 CZ2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2262+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 CZ2262
 CZ2262  HISTORY     - Date     Condition        Report By
 CZ2262  HISTORY     - 1936     MONUMENTED       USGLO
 CZ2262  HISTORY     - 20040728 GOOD             INDIV
 CZ2262
 CZ2262                          STATION DESCRIPTION
 CZ2262
 CZ2262'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 CZ2262'THE SOUTHEAST CORNER OF SEC. 33, T. 10 S., R. 4 E., MARKED BY
 CZ2262'A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK 9
 CZ2262'BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE CAP IS
 CZ2262'STAMPED WITH THE SECTION, TOWNSHIP, RANGE AND DATE 1936-1914.
 CZ2262'REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7
 CZ2262'BY 12 BY 30 INCHES SET 28 INCHES IN GROUND, IS 43.402 METERS
 CZ2262'(142.39 FEET) NORTH (MAGNETIC).  REFERENCE MARK NO. 2, A BRASS
 CZ2262'CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES
 CZ2262'IN GROUND, IS 23.50 METERS (77.1 FEET) WEST (MAGNETIC).
 CZ2262
 CZ2262                          STATION RECOVERY (2004)
 CZ2262
 CZ2262'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MJA)
 CZ2262'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2257 ***********************************************************************
 CZ2257  DESIGNATION -  T10S R5E SEC 36 SE COR
 CZ2257  PID         -  CZ2257
 CZ2257  STATE/COUNTY-  AZ/PIMA
 CZ2257  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ2257
 CZ2257                         *CURRENT SURVEY CONTROL
 CZ2257  ___________________________________________________________________
 CZ2257* NAD 83(1992)-  32 30 23.92484(N)    111 47 33.48766(W)     ADJUSTED  
 CZ2257* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 CZ2257  ___________________________________________________________________
 CZ2257  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CZ2257  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2257  HORZ ORDER  -  THIRD
 CZ2257
 CZ2257.The horizontal coordinates were established by classical geodetic methods
 CZ2257.and adjusted by the National Geodetic Survey in August 1993.
 CZ2257
 CZ2257.The orthometric height was scaled from a topographic map.
 CZ2257
 CZ2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2257
 CZ2257.The geoid height was determined by GEOID03.
 CZ2257
 CZ2257;                    North         East     Units Scale Factor Converg.
 CZ2257;SPC AZ C     -   167,050.771   225,014.032   MT  0.99990167   +0 03 60.0
 CZ2257;SPC AZ C     -   548,066.83    738,235.01   iFT  0.99990167   +0 03 60.0
 CZ2257;UTM  12      - 3,596,872.583   425,544.948   MT  0.99966836   -0 25 33.5
 CZ2257
 CZ2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2257!SPC AZ C     -   0.99992603  x   0.99990167  =   0.99982770
 CZ2257!UTM  12      -   0.99992603  x   0.99966836  =   0.99959441
 CZ2257
 CZ2257:                Primary Azimuth Mark                     Grid Az
 CZ2257:SPC AZ C     -  TOOTH                                    022 10 29.8
 CZ2257:UTM  12      -  TOOTH                                    022 40 03.3
 CZ2257
 CZ2257|---------------------------------------------------------------------|
 CZ2257| PID    Reference Object                     Distance      Geod. Az  |
 CZ2257|                                                           dddmmss.s |
 CZ2257| CZ2258 TOOTH                               APPROX. 7.4 KM 0221429.8 |
 CZ2257|---------------------------------------------------------------------|
 CZ2257
 CZ2257                          SUPERSEDED SURVEY CONTROL
 CZ2257
 CZ2257  NAD 83(1986)-  32 30 23.91885(N)    111 47 33.48712(W) AD(       ) 3
 CZ2257  NAD 27      -  32 30 23.67600(N)    111 47 31.02400(W) AD(       ) 3
 CZ2257
 CZ2257.Superseded values are not recommended for survey control.
 CZ2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2257.See file dsdata.txt to determine how the superseded data were derived.
 CZ2257
 CZ2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA2554596873(NAD 83)
 CZ2257_MARKER: P = PIPE CAP
 CZ2257_SETTING: 0 = UNSPECIFIED SETTING
 CZ2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2257
 CZ2257  HISTORY     - Date     Condition        Report By
 CZ2257  HISTORY     - 1936     MONUMENTED       USGLO
 CZ2257
 CZ2257                          STATION DESCRIPTION
 CZ2257
 CZ2257'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 CZ2257'THE SOUTHEAST CORNER OF SEC. 36, T. 10 S., R. 5 E. MARKED BY A
 CZ2257'3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK 9 BY
 CZ2257'15 BY 36 INCHES SET 34 INCHES IN GROUND.  THE CAP IS STAMPED
 CZ2257'WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1915.  REFERENCE
 CZ2257'MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30
 CZ2257'INCHES SET 28 INCHES IN GROUND, IS 320.544 METERS (1,051.65
 CZ2257'FEET) WEST (MAGNETIC).  REFERENCE MARK NO. 2, A BRASS CAP SET
 CZ2257'IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN
 CZ2257'GROUND, IS 16.04 METERS (52.6 FEET) N. 7 DEG W. (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1269 ***********************************************************************
 CZ1269  DESIGNATION -  T10S R5E SECS 25 26 35 36
 CZ1269  PID         -  CZ1269
 CZ1269  STATE/COUNTY-  AZ/PINAL
 CZ1269  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1269
 CZ1269                         *CURRENT SURVEY CONTROL
 CZ1269  ___________________________________________________________________
 CZ1269* NAD 83(1986)-  32 31 16.     (N)    111 48 33.     (W)     SCALED    
 CZ1269* NAVD 88     -       496.94   (+/-2cm)    1630.4    (feet)  VERTCON   
 CZ1269  ___________________________________________________________________
 CZ1269  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1269
 CZ1269.The horizontal coordinates were scaled from a topographic map and have
 CZ1269.an estimated accuracy of +/- 6 seconds.
 CZ1269
 CZ1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1269.The vertical order pertains to the NGVD 29 superseded value.
 CZ1269
 CZ1269.The geoid height was determined by GEOID03.
 CZ1269
 CZ1269;                    North         East    Units  Estimated Accuracy
 CZ1269;SPC AZ C     -   168,650.      223,460.      MT  (+/- 180 meters Scaled)
 CZ1269
 CZ1269                          SUPERSEDED SURVEY CONTROL
 CZ1269
 CZ1269  NGVD 29 (??/??/92)  496.378  (m)         1628.53   (f) ADJ UNCH    2 0
 CZ1269
 CZ1269.Superseded values are not recommended for survey control.
 CZ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1269.See file dsdata.txt to determine how the superseded data were derived.
 CZ1269
 CZ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA240984(NAD 83)
 CZ1269_MARKER: P = PIPE CAP
 CZ1269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1269_STAMPING: T10S R5E S26 S25 S35 S36 1915
 CZ1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1269
 CZ1269  HISTORY     - Date     Condition        Report By
 CZ1269  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1269  HISTORY     - 1952     GOOD             NGS
 CZ1269
 CZ1269                          STATION DESCRIPTION
 CZ1269
 CZ1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1269'8.8 MI SE FROM JACKRABBIT.
 CZ1269'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1269'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 8.4 MILES EAST AND
 CZ1269'SOUTHEAST ALONG A TRACK ROAD, AT A LARGE CLEARING, 127 FEET NORTHWEST
 CZ1269'OF THE WEST END OF A LEVEE, 8 FEET EAST OF THE CENTER LINE OF THE
 CZ1269'ROAD, RIVETED ON THE TOP OF A 2 INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 CZ1269'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1290 ***********************************************************************
 CZ1290  DESIGNATION -  T10S R6 7E SECS 13 18 19 24
 CZ1290  PID         -  CZ1290
 CZ1290  STATE/COUNTY-  AZ/PINAL
 CZ1290  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1290
 CZ1290                         *CURRENT SURVEY CONTROL
 CZ1290  ___________________________________________________________________
 CZ1290* NAD 83(1986)-  32 33 00.     (N)    111 41 22.     (W)     SCALED    
 CZ1290* NAVD 88     -       497.87   (+/-2cm)    1633.4    (feet)  VERTCON   
 CZ1290  ___________________________________________________________________
 CZ1290  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1290
 CZ1290.The horizontal coordinates were scaled from a topographic map and have
 CZ1290.an estimated accuracy of +/- 6 seconds.
 CZ1290
 CZ1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1290.The vertical order pertains to the NGVD 29 superseded value.
 CZ1290
 CZ1290.The geoid height was determined by GEOID03.
 CZ1290
 CZ1290;                    North         East    Units  Estimated Accuracy
 CZ1290;SPC AZ C     -   171,870.      234,700.      MT  (+/- 180 meters Scaled)
 CZ1290
 CZ1290                          SUPERSEDED SURVEY CONTROL
 CZ1290
 CZ1290  NGVD 29 (??/??/92)  497.33   (m)         1631.7    (f) COMPUTED    2 0
 CZ1290
 CZ1290.Superseded values are not recommended for survey control.
 CZ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1290.See file dsdata.txt to determine how the superseded data were derived.
 CZ1290
 CZ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB352016(NAD 83)
 CZ1290_MARKER: P = PIPE CAP
 CZ1290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1290_STAMPING: T10S R6E R7E S13 S18 S24 S19 1915
 CZ1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1290
 CZ1290  HISTORY     - Date     Condition        Report By
 CZ1290  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1290  HISTORY     - 1952     GOOD             NGS
 CZ1290  HISTORY     - 1977     POOR             USGS
 CZ1290
 CZ1290                          STATION DESCRIPTION
 CZ1290
 CZ1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1290'20.8 MI S FROM TOLTEC.
 CZ1290'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1290'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1290'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1290'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1290'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AT A JUNCTION WITH A DIRT
 CZ1290'ROAD LEADING SOUTHWEST, AT AN ANGLE IN A FENCE, AT A POINT WHERE THE
 CZ1290'ROAD PASSES THROUGH A WIRE GATE AND MAKES A SHARP TURN TO THE WEST
 CZ1290'FOLLOWING A FENCE LINE, 43.8 FEET NORTHWEST OF BENCH MARK X 304, 28.4
 CZ1290'FEET NORTH OF THE MAIN WEST GATE POST OF THE WEST ONE OF TWO GATES, 11
 CZ1290'FEET WEST OF THE CENTER LINE OF THE ROAD, AND RIVETED ON THE TOP OF A
 CZ1290'3 INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1290'WITH THE ROAD.
 CZ1290
 CZ1290                          STATION RECOVERY (1977)
 CZ1290
 CZ1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1290'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1291 ***********************************************************************
 CZ1291  DESIGNATION -  T10S R6 7E SECS 7 12 13 18
 CZ1291  PID         -  CZ1291
 CZ1291  STATE/COUNTY-  AZ/PINAL
 CZ1291  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1291
 CZ1291                         *CURRENT SURVEY CONTROL
 CZ1291  ___________________________________________________________________
 CZ1291* NAD 83(1986)-  32 33 50.     (N)    111 41 22.     (W)     SCALED    
 CZ1291* NAVD 88     -       484.87   (+/-2cm)    1590.8    (feet)  VERTCON   
 CZ1291  ___________________________________________________________________
 CZ1291  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ1291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1291
 CZ1291.The horizontal coordinates were scaled from a topographic map and have
 CZ1291.an estimated accuracy of +/- 6 seconds.
 CZ1291
 CZ1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1291.The vertical order pertains to the NGVD 29 superseded value.
 CZ1291
 CZ1291.The geoid height was determined by GEOID03.
 CZ1291
 CZ1291;                    North         East    Units  Estimated Accuracy
 CZ1291;SPC AZ C     -   173,410.      234,700.      MT  (+/- 180 meters Scaled)
 CZ1291
 CZ1291                          SUPERSEDED SURVEY CONTROL
 CZ1291
 CZ1291  NGVD 29 (??/??/92)  484.333  (m)         1589.02   (f) ADJ UNCH    2 0
 CZ1291
 CZ1291.Superseded values are not recommended for survey control.
 CZ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1291.See file dsdata.txt to determine how the superseded data were derived.
 CZ1291
 CZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB352031(NAD 83)
 CZ1291_MARKER: P = PIPE CAP
 CZ1291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1291_STAMPING: T10S R6E R7E S12 S7 S13 S18 1915
 CZ1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1291
 CZ1291  HISTORY     - Date     Condition        Report By
 CZ1291  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1291  HISTORY     - 1952     GOOD             NGS
 CZ1291  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1291
 CZ1291                          STATION DESCRIPTION
 CZ1291
 CZ1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1291'19.8 MI S FROM TOLTEC.
 CZ1291'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1291'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1291'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1291'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1291'AT A JUNCTION WITH A PRIVATE ROAD LEADING NORTH OF THE CENTER LINE OF
 CZ1291'A DIRT ROAD LEADING SOUTH, AT THE CENTER LINE OF A PRIVATE ROAD
 CZ1291'LEADING NORTH, 13.5 FEET SOUTHWEST OF A FENCE CORNER, 7 FEET NORTH OF
 CZ1291'AND ABOUT 1/2 FOOT HIGHER THAN THE CENTER LINE OF THE EASTWEST ROAD
 CZ1291'AND THE CENTER OF THE JUNCTION, RIVETED ON THE TOP OF A 2 1/2 INCH
 CZ1291'IRON PIPE AND PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE ROAD.
 CZ1291'NOTE-- (THIS MARK WAS APPARENTLY HIT BY AN AUTOMOBILE AS THE IRON PIPE
 CZ1291'IS LEANING SLIGHTLY TO THE WEST.)
 CZ1291
 CZ1291                          STATION RECOVERY (1977)
 CZ1291
 CZ1291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1286 ***********************************************************************
 CZ1286  DESIGNATION -  T10S R6E SECS 26 27 1/4 COR
 CZ1286  PID         -  CZ1286
 CZ1286  STATE/COUNTY-  AZ/PINAL
 CZ1286  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1286
 CZ1286                         *CURRENT SURVEY CONTROL
 CZ1286  ___________________________________________________________________
 CZ1286* NAD 83(1986)-  32 31 42.     (N)    111 43 28.     (W)     SCALED    
 CZ1286* NAVD 88     -       503.29   (+/-2cm)    1651.2    (feet)  VERTCON   
 CZ1286  ___________________________________________________________________
 CZ1286  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ1286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1286
 CZ1286.The horizontal coordinates were scaled from a topographic map and have
 CZ1286.an estimated accuracy of +/- 6 seconds.
 CZ1286
 CZ1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1286.The vertical order pertains to the NGVD 29 superseded value.
 CZ1286
 CZ1286.The geoid height was determined by GEOID03.
 CZ1286
 CZ1286;                    North         East    Units  Estimated Accuracy
 CZ1286;SPC AZ C     -   169,470.      231,420.      MT  (+/- 180 meters Scaled)
 CZ1286
 CZ1286                          SUPERSEDED SURVEY CONTROL
 CZ1286
 CZ1286  NGVD 29 (??/??/92)  502.740  (m)         1649.41   (f) ADJ UNCH    2 0
 CZ1286
 CZ1286.Superseded values are not recommended for survey control.
 CZ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1286.See file dsdata.txt to determine how the superseded data were derived.
 CZ1286
 CZ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA319992(NAD 83)
 CZ1286_MARKER: P = PIPE CAP
 CZ1286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1286_STAMPING: 1/4 S27 S26 1915
 CZ1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1286
 CZ1286  HISTORY     - Date     Condition        Report By
 CZ1286  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1286  HISTORY     - 1952     GOOD             NGS
 CZ1286
 CZ1286                          STATION DESCRIPTION
 CZ1286
 CZ1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1286'23.4 MI SW FROM TOLTEC.
 CZ1286'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1286'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1286'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1286'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1286'THENCE 3.6 MILES SOUTHWEST ALONG A DIRT ROAD, AT A Y JUNCTION WITH A
 CZ1286'DIM TRACK ROAD LEADING WEST, 85 FEET EAST OF THE APPROXIMATE CENTER OF
 CZ1286'Y JUNCTION, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 CZ1286'34.8 FEET EAST OF A 4 1/2 FEET HIGH WOODEN POST BEARING A METAL UNITED
 CZ1286'STATES GEOLOGICAL SURVEY TAG STAMPED 1649.4, AND RIVETED ON THE TOP OF
 CZ1286'A 1 INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE ROAD, AND ABOUT LEVEL
 CZ1286'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1284 ***********************************************************************
 CZ1284  DESIGNATION -  T10S R6E SECS 27 28 33 34
 CZ1284  PID         -  CZ1284
 CZ1284  STATE/COUNTY-  AZ/PINAL
 CZ1284  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1284
 CZ1284                         *CURRENT SURVEY CONTROL
 CZ1284  ___________________________________________________________________
 CZ1284* NAD 83(1986)-  32 31 16.     (N)    111 44 28.     (W)     SCALED    
 CZ1284* NAVD 88     -       500.87   (+/-2cm)    1643.3    (feet)  VERTCON   
 CZ1284  ___________________________________________________________________
 CZ1284  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ1284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1284
 CZ1284.The horizontal coordinates were scaled from a topographic map and have
 CZ1284.an estimated accuracy of +/- 6 seconds.
 CZ1284
 CZ1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1284.The vertical order pertains to the NGVD 29 superseded value.
 CZ1284
 CZ1284.The geoid height was determined by GEOID03.
 CZ1284
 CZ1284;                    North         East    Units  Estimated Accuracy
 CZ1284;SPC AZ C     -   168,660.      229,850.      MT  (+/- 180 meters Scaled)
 CZ1284
 CZ1284                          SUPERSEDED SURVEY CONTROL
 CZ1284
 CZ1284  NGVD 29 (??/??/92)  500.319  (m)         1641.46   (f) ADJ UNCH    2 0
 CZ1284
 CZ1284.Superseded values are not recommended for survey control.
 CZ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1284.See file dsdata.txt to determine how the superseded data were derived.
 CZ1284
 CZ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA303984(NAD 83)
 CZ1284_MARKER: P = PIPE CAP
 CZ1284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1284_STAMPING: T10S R6E S28 S27 S33 S34 1915
 CZ1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1284
 CZ1284  HISTORY     - Date     Condition        Report By
 CZ1284  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1284  HISTORY     - 1952     GOOD             NGS
 CZ1284  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1284
 CZ1284                          STATION DESCRIPTION
 CZ1284
 CZ1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1284'24.6 MI SW FROM TOLTEC.
 CZ1284'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1284'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1284'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1284'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1284'THENCE 4.8 MILES SOUTHWEST ALONG A DIRT ROAD, 25 FEET NORTH OF THE
 CZ1284'CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A WITNESS POST, AND RIVETED
 CZ1284'ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 1.0 FOOT AND ABOUT LEVEL
 CZ1284'WITH THE ROAD.
 CZ1284
 CZ1284                          STATION RECOVERY (1977)
 CZ1284
 CZ1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1336 ***********************************************************************
 CZ1336  DESIGNATION -  T10S R8E SECS 10 11 1/4 COR
 CZ1336  PID         -  CZ1336
 CZ1336  STATE/COUNTY-  AZ/PINAL
 CZ1336  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1336
 CZ1336                         *CURRENT SURVEY CONTROL
 CZ1336  ___________________________________________________________________
 CZ1336* NAD 83(1986)-  32 34 01.     (N)    111 30 02.     (W)     SCALED    
 CZ1336* NAVD 88     -       530.45   (+/-2cm)    1740.3    (feet)  VERTCON   
 CZ1336  ___________________________________________________________________
 CZ1336  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ1336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1336
 CZ1336.The horizontal coordinates were scaled from a topographic map and have
 CZ1336.an estimated accuracy of +/- 6 seconds.
 CZ1336
 CZ1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1336.The vertical order pertains to the NGVD 29 superseded value.
 CZ1336
 CZ1336.The geoid height was determined by GEOID03.
 CZ1336
 CZ1336;                    North         East    Units  Estimated Accuracy
 CZ1336;SPC AZ C     -   173,810.      252,430.      MT  (+/- 180 meters Scaled)
 CZ1336
 CZ1336                          SUPERSEDED SURVEY CONTROL
 CZ1336
 CZ1336  NGVD 29 (??/??/92)  529.932  (m)         1738.62   (f) ADJ UNCH    2 0
 CZ1336
 CZ1336.Superseded values are not recommended for survey control.
 CZ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1336.See file dsdata.txt to determine how the superseded data were derived.
 CZ1336
 CZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB530033(NAD 83)
 CZ1336_MARKER: P = PIPE CAP
 CZ1336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1336_STAMPING: 1/4 S 10 S 11 13
 CZ1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1336
 CZ1336  HISTORY     - Date     Condition        Report By
 CZ1336  HISTORY     - UNK      MONUMENTED       USGLO
 CZ1336  HISTORY     - 1951     GOOD             NGS
 CZ1336
 CZ1336                          STATION DESCRIPTION
 CZ1336
 CZ1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1336'12.0 MI W FROM RED ROCK.
 CZ1336'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1336'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ1336'GRADED ROAD, THENCE 5.4 MILES NORTHWEST ALONG A GRADED ROAD, 0.5 MILE
 CZ1336'NORTHWEST OF A Y JUNCTION WITH A GRADED ROAD LEADING WEST, AT A Y
 CZ1336'JUNCTION WITH A DIM TRACK ROAD LEADING NORTH TO A RANCH, IN LINE WITH
 CZ1336'THE PROLONGATION OF THE TRACK ROAD, 32.6 FEET NORTHEAST ACROSS FROM
 CZ1336'BENCH MARK M 303, 18 1/2 FEET EAST OF THE POINT OF THE Y JUNCTION, 8
 CZ1336'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, RIVITED ON THE TOP OF A
 CZ1336'1 INCH IRON PIPE PROJECTING 1 FOOT, ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1582 ***********************************************************************
 DA1582  DESIGNATION -  T11 10S R16 15W SECS 1 31 36
 DA1582  PID         -  DA1582
 DA1582  STATE/COUNTY-  AZ/YUMA
 DA1582  USGS QUAD   -  MOHAWK SE (1965)
 DA1582
 DA1582                         *CURRENT SURVEY CONTROL
 DA1582  ___________________________________________________________________
 DA1582* NAD 83(1992)-  32 30 30.93912(N)    113 51 34.78229(W)     ADJUSTED  
 DA1582* NAVD 88     -       216.8    (meters)     711.     (feet)  VERTCON   
 DA1582  ___________________________________________________________________
 DA1582  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DA1582  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DA1582  HORZ ORDER  -  THIRD
 DA1582
 DA1582.The horizontal coordinates were established by classical geodetic methods
 DA1582.and adjusted by the National Geodetic Survey in August 1993.
 DA1582
 DA1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1582
 DA1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1582
 DA1582.The geoid height was determined by GEOID03.
 DA1582
 DA1582;                    North         East     Units Scale Factor Converg.
 DA1582;SPC AZ W     -   167,270.916   203,056.009   MT  0.99993464   -0 03 32.2
 DA1582;SPC AZ W     -   548,789.09    666,194.26   iFT  0.99993464   -0 03 32.2
 DA1582;UTM  12      - 3,600,416.733   231,343.836   MT  1.00049012   -1 32 16.0
 DA1582
 DA1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1582!SPC AZ W     -   0.99997116  x   0.99993464  =   0.99990580
 DA1582!UTM  12      -   0.99997116  x   1.00049012  =   1.00046126
 DA1582
 DA1582                          SUPERSEDED SURVEY CONTROL
 DA1582
 DA1582  NAD 83(1986)-  32 30 30.93122(N)    113 51 34.77977(W) AD(       ) 3
 DA1582  NGVD 29 (04/26/91)  216.1    (m)          709.     (f) VERT ANG    3  
 DA1582
 DA1582.Superseded values are not recommended for survey control.
 DA1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1582.See file dsdata.txt to determine how the superseded data were derived.
 DA1582
 DA1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3134400417(NAD 83)
 DA1582_MARKER: DD = SURVEY DISK
 DA1582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1582
 DA1582  HISTORY     - Date     Condition        Report By
 DA1582  HISTORY     - 1964     MONUMENTED       USGS
 DA1582
 DA1582                          STATION DESCRIPTION
 DA1582
 DA1582'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DA1582'LOCATED ABOUT 27 MI SW. OF DATELAND, ABOUT 20 MI SE. OF WELLTON.
 DA1582'
 DA1582'REACHED BY HELICOPTER.
 DA1582'
 DA1582'STATION MARK--GENERAL LAND OFFICE CAP
 DA1582'STAMPED---T10S R15W R16W T11S 36 31 1---, ON IRON PIPE PROJECTING
 DA1582'0.7 FT ABOVE GROUND.
 DA1582'
 DA1582'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1690 ***********************************************************************
 DB1690  DESIGNATION -  T11 10S R21 20W SECS 1 6
 DB1690  PID         -  DB1690
 DB1690  STATE/COUNTY-  AZ/YUMA
 DB1690  USGS QUAD   -  FORTUNA MINE (1965)
 DB1690
 DB1690                         *CURRENT SURVEY CONTROL
 DB1690  ___________________________________________________________________
 DB1690* NAD 83(1992)-  32 30 33.26856(N)    114 21 29.93656(W)     ADJUSTED  
 DB1690* NAVD 88     -       164.60   (+/-2cm)     540.0    (feet)  VERTCON   
 DB1690  ___________________________________________________________________
 DB1690  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 DB1690  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1690  HORZ ORDER  -  THIRD
 DB1690  VERT ORDER  -  THIRD ? (See Below)
 DB1690
 DB1690.The horizontal coordinates were established by classical geodetic methods
 DB1690.and adjusted by the National Geodetic Survey in August 1993.
 DB1690
 DB1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1690.The vertical order pertains to the NGVD 29 superseded value.
 DB1690
 DB1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1690
 DB1690.The geoid height was determined by GEOID03.
 DB1690
 DB1690;                    North         East     Units Scale Factor Converg.
 DB1690;SPC AZ W     -   167,500.446   156,201.661   MT  0.99997361   -0 19 37.0
 DB1690;SPC AZ W     -   549,542.15    512,472.64   iFT  0.99997361   -0 19 37.0
 DB1690;UTM  11      - 3,599,959.558   748,169.665   MT  1.00035953   +1 25 13.7
 DB1690
 DB1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1690!SPC AZ W     -   0.99997946  x   0.99997361  =   0.99995307
 DB1690!UTM  11      -   0.99997946  x   1.00035953  =   1.00033898
 DB1690
 DB1690                          SUPERSEDED SURVEY CONTROL
 DB1690
 DB1690  NAD 83(1986)-  32 30 33.27542(N)    114 21 29.94482(W) AD(       ) 3
 DB1690  NGVD 29 (04/26/91)  163.93   (m)          537.8    (f) LEVELING    3  
 DB1690
 DB1690.Superseded values are not recommended for survey control.
 DB1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1690.See file dsdata.txt to determine how the superseded data were derived.
 DB1690
 DB1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4817099960(NAD 83)
 DB1690_MARKER: DD = SURVEY DISK
 DB1690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1690_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1690
 DB1690  HISTORY     - Date     Condition        Report By
 DB1690  HISTORY     - 1964     MONUMENTED       USGS
 DB1690
 DB1690                          STATION DESCRIPTION
 DB1690
 DB1690'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1690'LOCATED AT NE COR SEC 1 T11S R21W.
 DB1690'
 DB1690'TO REACH NOT GIVEN.
 DB1690'
 DB1690'STATION MARK--GENERAL LAND OFFICE CAP
 DB1690'STAMPED---10S S36 S31 S1 S6 R21W R20W T11S 1920---, ON PIPE
 DB1690'PROJECTING 1.1 FT ABOVE GROUND.
 DB1690'
 DB1690'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1691 ***********************************************************************
 DB1691  DESIGNATION -  T11 10S R24 23W SECS 1 6
 DB1691  PID         -  DB1691
 DB1691  STATE/COUNTY-  AZ/YUMA
 DB1691  USGS QUAD   -  SOMERTON (1965)
 DB1691
 DB1691                         *CURRENT SURVEY CONTROL
 DB1691  ___________________________________________________________________
 DB1691* NAD 83(1992)-  32 30 32.38766(N)    114 39 58.97952(W)     ADJUSTED  
 DB1691* NAVD 88     -        54.26   (+/-2cm)     178.0    (feet)  VERTCON   
 DB1691  ___________________________________________________________________
 DB1691  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DB1691  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DB1691  HORZ ORDER  -  THIRD
 DB1691  VERT ORDER  -  THIRD ? (See Below)
 DB1691
 DB1691.The horizontal coordinates were established by classical geodetic methods
 DB1691.and adjusted by the National Geodetic Survey in August 1993.
 DB1691
 DB1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1691.The vertical order pertains to the NGVD 29 superseded value.
 DB1691
 DB1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1691
 DB1691.The geoid height was determined by GEOID03.
 DB1691
 DB1691;                    North         East     Units Scale Factor Converg.
 DB1691;SPC AZ W     -   167,680.323   127,254.028   MT  1.00002473   -0 29 33.1
 DB1691;SPC AZ W     -   550,132.29    417,500.09   iFT  1.00002473   -0 29 33.1
 DB1691;UTM  11      - 3,599,256.507   719,221.993   MT  1.00019266   +1 15 16.8
 DB1691
 DB1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1691!SPC AZ W     -   0.99999688  x   1.00002473  =   1.00002161
 DB1691!UTM  11      -   0.99999688  x   1.00019266  =   1.00018954
 DB1691
 DB1691                          SUPERSEDED SURVEY CONTROL
 DB1691
 DB1691  NAD 83(1986)-  32 30 32.40153(N)    114 39 58.98995(W) AD(       ) 3
 DB1691  NGVD 29 (04/26/91)   53.58   (m)          175.8    (f) LEVELING    3  
 DB1691
 DB1691.Superseded values are not recommended for survey control.
 DB1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1691.See file dsdata.txt to determine how the superseded data were derived.
 DB1691
 DB1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1922299257(NAD 83)
 DB1691_MARKER: DD = SURVEY DISK
 DB1691_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1691_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1691
 DB1691  HISTORY     - Date     Condition        Report By
 DB1691  HISTORY     - 1964     MONUMENTED       USGS
 DB1691
 DB1691                          STATION DESCRIPTION
 DB1691
 DB1691'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1691'NO DESCRIPTION AVAILABLE.
 DB1691'
 DB1691'STATION MARK--GENERAL LAND OFFICE CAP
 DB1691'STAMPED---T10S R24W 36 31 1 6 T11S R23W 1920---, ON PIPE PROJECTING
 DB1691'1 FT ABOVE GROUND.
 DB1691'
 DB1691'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1692 ***********************************************************************
 DB1692  DESIGNATION -  T11 10S R25 24W SECS 1 6 31 36
 DB1692  PID         -  DB1692
 DB1692  STATE/COUNTY-  AZ/YUMA
 DB1692  USGS QUAD   -  GADSDEN (1973)
 DB1692
 DB1692                         *CURRENT SURVEY CONTROL
 DB1692  ___________________________________________________________________
 DB1692* NAD 83(1992)-  32 30 31.56768(N)    114 46 10.74403(W)     ADJUSTED  
 DB1692* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 DB1692  ___________________________________________________________________
 DB1692  EPOCH DATE  -        1991.35
 DB1692  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DB1692  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DB1692  HORZ ORDER  -  THIRD
 DB1692
 DB1692.The horizontal coordinates were established by classical geodetic methods
 DB1692.and adjusted by the National Geodetic Survey in June 1996.
 DB1692.The horizontal coordinates are valid at the epoch date displayed above.
 DB1692.The epoch date for horizontal control is a decimal equivalence
 DB1692.of Year/Month/Day.
 DB1692
 DB1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1692
 DB1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1692
 DB1692.The geoid height was determined by GEOID03.
 DB1692
 DB1692;                    North         East     Units Scale Factor Converg.
 DB1692;SPC AZ W     -   167,743.182   117,550.025   MT  1.00004649   -0 32 52.9
 DB1692;SPC AZ W     -   550,338.52    385,662.81   iFT  1.00004649   -0 32 52.9
 DB1692;UTM  11      - 3,599,023.443   709,519.310   MT  1.00014135   +1 11 56.7
 DB1692
 DB1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1692!SPC AZ W     -   1.00000107  x   1.00004649  =   1.00004756
 DB1692!UTM  11      -   1.00000107  x   1.00014135  =   1.00014242
 DB1692
 DB1692                          SUPERSEDED SURVEY CONTROL
 DB1692
 DB1692  NAD 83(1992)-  32 30 31.56843(N)    114 46 10.74368(W) AD(       ) 3
 DB1692  NAD 83(1986)-  32 30 31.58299(N)    114 46 10.75405(W) AD(       ) 3
 DB1692  NGVD 29 (04/26/91)   27.0    (m)           89.     (f) VERT ANG    3  
 DB1692
 DB1692.Superseded values are not recommended for survey control.
 DB1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1692.See file dsdata.txt to determine how the superseded data were derived.
 DB1692
 DB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR0951999023(NAD 83)
 DB1692_MARKER: DD = SURVEY DISK
 DB1692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1692_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1692
 DB1692  HISTORY     - Date     Condition        Report By
 DB1692  HISTORY     - 1964     MONUMENTED       USGS
 DB1692  HISTORY     - 20070616 MARK NOT FOUND   GEOCAC
 DB1692
 DB1692                          STATION DESCRIPTION
 DB1692
 DB1692'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1692'LOCATED 1.8 MI N. OF PORT OF ENTRY AT SAN LUIS, MEXICO, ALONG
 DB1692'HWY. 95.  1 MI E. OF HWY. 95.  ON SMALL LEVEE JUST E. OF T-JCT.
 DB1692'FORMED BY FARM RDS.
 DB1692'
 DB1692'TO REACH NOT GIVEN.
 DB1692'
 DB1692'STATION MARK--BRASS CAP
 DB1692'STAMPED---T10S R25W S36 S31 S1 S6 T11S R24W---, BURIED UNDER ABOUT 3
 DB1692'FT OF SAND.  UNABLE TO DETERMINE THE AGENCY NAME AND DATE ON CAP
 DB1692'DUE TO THE POOR CONDITION OF THE BRASS CAP AND DUE TO THE
 DB1692'DRIFTING SAND.
 DB1692'
 DB1692'RMS--NONE SET.
 DB1692
 DB1692                          STATION RECOVERY (2007)
 DB1692
 DB1692'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1692'THE ADJUSTED COORDINATES POINT TO A SURVEY HAND HOLE AND AN UN-STAMPED
 DB1692'DISK THAT IS ABOUT LEVEL WITH THE ROAD. THE DISK IS SET IN CEMENT THAT
 DB1692'IS FILLED IN A PVC PIPE PROJECTING 1 FOOT BELOW THE SURFACE OF THE
 DB1692'ROAD. USE WITH CAUTION AS THE UNSTAMPED DISK DOES NOT APPEAR TO BE
 DB1692'WORN BY DRIFTING SAND AND IS NOT 3 FEET BELOW THE SURFACE OF THE
 DB1692'GROUND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1571 ***********************************************************************
 DA1571  DESIGNATION -  T11 10S R6W SECS 3 4 33 34
 DA1571  PID         -  DA1571
 DA1571  STATE/COUNTY-  AZ/MARICOPA
 DA1571  USGS QUAD   -  MIDWAY SW (1986)
 DA1571
 DA1571                         *CURRENT SURVEY CONTROL
 DA1571  ___________________________________________________________________
 DA1571* NAD 83(1992)-  32 30 19.22832(N)    112 52 52.50530(W)     ADJUSTED  
 DA1571* NAVD 88     -       400.84   (+/-2cm)    1315.1    (feet)  VERTCON   
 DA1571  ___________________________________________________________________
 DA1571  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DA1571  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA1571  HORZ ORDER  -  SECOND
 DA1571  VERT ORDER  -  THIRD ? (See Below)
 DA1571
 DA1571.The horizontal coordinates were established by classical geodetic methods
 DA1571.and adjusted by the National Geodetic Survey in August 1993.
 DA1571
 DA1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1571.The vertical order pertains to the NGVD 29 superseded value.
 DA1571
 DA1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1571
 DA1571.The geoid height was determined by GEOID03.
 DA1571
 DA1571;                    North         East     Units Scale Factor Converg.
 DA1571;SPC AZ C     -   167,309.342   122,724.044   MT  1.00000127   -0 31 06.2
 DA1571;SPC AZ C     -   548,915.16    402,637.94   iFT  1.00000127   -0 31 06.2
 DA1571;UTM  12      - 3,598,010.640   323,273.725   MT  0.99998514   -1 00 40.3
 DA1571
 DA1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1571!SPC AZ C     -   0.99994202  x   1.00000127  =   0.99994329
 DA1571!UTM  12      -   0.99994202  x   0.99998514  =   0.99992716
 DA1571
 DA1571:                Primary Azimuth Mark                     Grid Az
 DA1571:SPC AZ C     -  DEADMAN RM 3                             002 04 14.1
 DA1571:UTM  12      -  DEADMAN RM 3                             002 33 48.2
 DA1571
 DA1571|---------------------------------------------------------------------|
 DA1571| PID    Reference Object                     Distance      Geod. Az  |
 DA1571|                                                           dddmmss.s |
 DA1571| DA1570 DEADMAN RM 3                        APPROX. 3.9 KM 0013307.9 |
 DA1571|---------------------------------------------------------------------|
 DA1571
 DA1571                          SUPERSEDED SURVEY CONTROL
 DA1571
 DA1571  NAD 83(1986)-  32 30 19.22280(N)    112 52 52.51264(W) AD(       ) 2
 DA1571  NAD 27      -  32 30 19.01969(N)    112 52 49.94456(W) AD(       ) 2
 DA1571  NGVD 29 (07/19/86)  400.18   (m)         1312.9    (f) LEVELING    3  
 DA1571
 DA1571.Superseded values are not recommended for survey control.
 DA1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1571.See file dsdata.txt to determine how the superseded data were derived.
 DA1571
 DA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2327498011(NAD 83)
 DA1571_MARKER: DD = SURVEY DISK
 DA1571_SETTING: 0 = UNSPECIFIED SETTING
 DA1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1571+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1571
 DA1571  HISTORY     - Date     Condition        Report By
 DA1571  HISTORY     - 1975     MONUMENTED       USGLO
 DA1571  HISTORY     - 20060220 GOOD             USPSQD
 DA1571  HISTORY     - 20070603 GOOD             GEOCAC
 DA1571
 DA1571                          STATION DESCRIPTION
 DA1571
 DA1571'DESCRIBED BY US GENERAL LAND OFFICE 1975 (TT)
 DA1571'THE STATION IS LOCATED ABOUT 32 MILES SOUTHWEST OF GILA
 DA1571'BEND AND 9 MILES NORTH OF AJO ON THE WEST SIDE OF STATE
 DA1571'ROUTE 85.
 DA1571'
 DA1571'THE STATION IS A GENERAL LAND OFFICE DISK STAMPED
 DA1571'33 34 4 3 T 11S R6W.  STATION IS A STANDARD BRASS CAP
 DA1571'PROJECTING 10.5 INCHES AND IS 75.5 FEET WEST OF STATE
 DA1571'HWY 85 CENTERLINE ON THE MARICOPA-PIMA COUNTY LINE.
 DA1571'
 DA1571'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80 IN
 DA1571'GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE
 DA1571'AJO-STATE ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP
 DA1571'UNDER I-80 OVERPASS CONTINUE SOUTHERLY ON STATE 85 TO MILE POST
 DA1571'32.5 (32 MILES), AND A COUNTY LINE SIGN.  THE MARK IS 75.5 FEET
 DA1571'WEST OF THE CENTERLINE.
 DA1571'
 DA1571'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1571
 DA1571                          STATION RECOVERY (2006)
 DA1571
 DA1571'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1571'RECOVERED AS DESCRIBED.
 DA1571
 DA1571                          STATION RECOVERY (2007)
 DA1571
 DA1571'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0668 ***********************************************************************
 ET0668  DESIGNATION -  T11 12N R14W SECS 2 35 1/4 COR
 ET0668  PID         -  ET0668
 ET0668  STATE/COUNTY-  AZ/MOHAVE
 ET0668  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0668
 ET0668                         *CURRENT SURVEY CONTROL
 ET0668  ___________________________________________________________________
 ET0668* NAD 83(1986)-  34 20 05.     (N)    113 41 15.     (W)     SCALED    
 ET0668* NAVD 88     -       646.16   (+/-2cm)    2119.9    (feet)  VERTCON   
 ET0668  ___________________________________________________________________
 ET0668  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ET0668  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0668
 ET0668.The horizontal coordinates were scaled from a topographic map and have
 ET0668.an estimated accuracy of +/- 6 seconds.
 ET0668
 ET0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0668.The vertical order pertains to the NGVD 29 superseded value.
 ET0668
 ET0668.The geoid height was determined by GEOID03.
 ET0668
 ET0668;                    North         East    Units  Estimated Accuracy
 ET0668;SPC AZ W     -   369,790.      219,110.      MT  (+/- 180 meters Scaled)
 ET0668
 ET0668                          SUPERSEDED SURVEY CONTROL
 ET0668
 ET0668  NGVD 29 (??/??/92)  645.449  (m)         2117.61   (f) ADJ UNCH    1 2
 ET0668
 ET0668.Superseded values are not recommended for survey control.
 ET0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0668.See file dsdata.txt to determine how the superseded data were derived.
 ET0668
 ET0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD527025(NAD 83)
 ET0668_MARKER: P = PIPE CAP
 ET0668_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0668_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0668_STAMPING: 1/4 S 35 S 2 6
 ET0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0668
 ET0668  HISTORY     - Date     Condition        Report By
 ET0668  HISTORY     - 1916     MONUMENTED       USGLO
 ET0668  HISTORY     - 1934     POOR             NGS
 ET0668
 ET0668                          STATION DESCRIPTION
 ET0668
 ET0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0668'52.0 MI SE FROM YUCCA.
 ET0668'52 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0668'POST OFFICE AT YUCCA, MOHAVE COUNTY, 0.7 MILE EAST OF A HIGH KNOB WITH
 ET0668'A FLAT ROCK LEDGE ON THE TOP, 0.6 MILE NORTHWEST OF A ROCKY MOUNTAIN
 ET0668'WITH A PROMINENT STONE ARCH FORMATION ON THE TOP, 18 YARDS NORTHWEST
 ET0668'OF THE CENTER OF THE CREST OF A PROMINENT SADDLE, 38 YARDS NORTHWEST
 ET0668'OF A BLAZED GIANT CACTUS WITH TWO CROOKED BRANCHES ON THE SOUTHWEST
 ET0668'SIDE, AND 2 FEET SOUTH OF A STONE PILE.  A UNITED STATES GENERAL LAND
 ET0668'OFFICE STANDARD QUARTER-SECTION-CORNER CAP, STAMPED 1/4 S 35 S 2 6 AND
 ET0668'RIVETED ON THE TOP OF A 1-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 ET0668'GROUND.  NOTE-- THE PIPE IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1063 ***********************************************************************
 ET1063  DESIGNATION -  T11N R10W SECS 31 32 1/4 COR
 ET1063  PID         -  ET1063
 ET1063  STATE/COUNTY-  AZ/YAVAPAI
 ET1063  USGS QUAD   -  ARRASTRA MTN SE (1967)
 ET1063
 ET1063                         *CURRENT SURVEY CONTROL
 ET1063  ___________________________________________________________________
 ET1063* NAD 83(1992)-  34 15 09.04746(N)    113 19 48.99572(W)     ADJUSTED  
 ET1063* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 ET1063  ___________________________________________________________________
 ET1063  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 ET1063  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ET1063  HORZ ORDER  -  SECOND
 ET1063
 ET1063.The horizontal coordinates were established by classical geodetic methods
 ET1063.and adjusted by the National Geodetic Survey in August 1993.
 ET1063
 ET1063.The orthometric height was scaled from a topographic map.
 ET1063
 ET1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1063
 ET1063.The geoid height was determined by GEOID03.
 ET1063
 ET1063;                    North         East     Units Scale Factor Converg.
 ET1063;SPC AZ C     -   361,565.112    83,159.790   MT  1.00010890   -0 47 44.7
 ET1063;SPC AZ C     - 1,186,237.24    272,833.96   iFT  1.00010890   -0 47 44.7
 ET1063;SPC AZ W     -   360,752.711   252,018.494   MT  0.99995175   +0 14 10.5
 ET1063;SPC AZ W     - 1,183,571.89    826,832.33   iFT  0.99995175   +0 14 10.5
 ET1063;UTM  12      - 3,792,611.521   285,421.007   MT  1.00016760   -1 18 43.5
 ET1063
 ET1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1063!SPC AZ C     -   0.99989910  x   1.00010890  =   1.00000799
 ET1063!SPC AZ W     -   0.99989910  x   0.99995175  =   0.99985085
 ET1063!UTM  12      -   0.99989910  x   1.00016760  =   1.00006668
 ET1063
 ET1063                          SUPERSEDED SURVEY CONTROL
 ET1063
 ET1063  NAD 83(1986)-  34 15 09.04606(N)    113 19 49.00028(W) AD(       ) 2
 ET1063  NAD 27      -  34 15 08.96800(N)    113 19 46.28600(W) AD(       ) 2
 ET1063
 ET1063.Superseded values are not recommended for survey control.
 ET1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1063.See file dsdata.txt to determine how the superseded data were derived.
 ET1063
 ET1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8542192612(NAD 83)
 ET1063_MARKER: P = PIPE CAP
 ET1063_SETTING: 0 = UNSPECIFIED SETTING
 ET1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1063
 ET1063  HISTORY     - Date     Condition        Report By
 ET1063  HISTORY     - 1944     MONUMENTED       USGLO
 ET1063
 ET1063                          STATION DESCRIPTION
 ET1063
 ET1063'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 ET1063'STATION IS LOCATED ON A HIGH PART OF THE ROLLING PLATEAU 23 MILES
 ET1063'NNW OF AGUILA, ABOUT 28 MILES (AIR LINE) WNW OF CONGRESS JUNCTION,
 ET1063'ABOUT 4 MILES S OF THE SANTA MARIA RIVER, AND ABOUT 1 MILE E OF
 ET1063'THE YUMA-YAVAPAI COUNTY LINE.
 ET1063'
 ET1063'STATION MARK IS A STANDARD G.L.O. BRASS-CAPPED 1-INCH PIPE
 ET1063'PROJECTING ABOUT 7 INCHES ABOVE THE GROUND AND IS STAMPED 1/4 S31
 ET1063'S32 1914.  IT IS LOCATED E OF STATION ALAMO, 16.9 FEET S OF THE
 ET1063'CENTER LINE OF GRAVEL ROAD, AND 2 FEET SE OF A SMALL ROCK
 ET1063'CAIRN.
 ET1063'
 ET1063'DISTANCE FROM TRIANGULATION STATION ALAMO IS 413.1 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1070 ***********************************************************************
 ET1070  DESIGNATION -  T11N R12W SECS 29 30 31 32
 ET1070  PID         -  ET1070
 ET1070  STATE/COUNTY-  AZ/LA PAZ
 ET1070  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET1070
 ET1070                         *CURRENT SURVEY CONTROL
 ET1070  ___________________________________________________________________
 ET1070* NAD 83(1992)-  34 15 41.58751(N)    113 32 19.00169(W)     ADJUSTED  
 ET1070* NAVD 88     -       379.23   (+/-2cm)    1244.2    (feet)  VERTCON   
 ET1070  ___________________________________________________________________
 ET1070  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 ET1070  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ET1070  HORZ ORDER  -  SECOND
 ET1070  VERT ORDER  -  THIRD ? (See Below)
 ET1070
 ET1070.The horizontal coordinates were established by classical geodetic methods
 ET1070.and adjusted by the National Geodetic Survey in August 1993.
 ET1070
 ET1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1070.The vertical order pertains to the NGVD 29 superseded value.
 ET1070
 ET1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1070
 ET1070.The geoid height was determined by GEOID03.
 ET1070
 ET1070;                    North         East     Units Scale Factor Converg.
 ET1070;SPC AZ W     -   361,695.823   232,827.734   MT  0.99993800   +0 07 08.4
 ET1070;SPC AZ W     - 1,186,666.09    763,870.52   iFT  0.99993800   +0 07 08.4
 ET1070;UTM  12      - 3,794,073.309   266,257.462   MT  1.00027352   -1 25 47.3
 ET1070
 ET1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1070!SPC AZ W     -   0.99994519  x   0.99993800  =   0.99988320
 ET1070!UTM  12      -   0.99994519  x   1.00027352  =   1.00021870
 ET1070
 ET1070                          SUPERSEDED SURVEY CONTROL
 ET1070
 ET1070  NAD 83(1986)-  34 15 41.58565(N)    113 32 19.00895(W) AD(       ) 2
 ET1070  NAD 27      -  34 15 41.51200(N)    113 32 16.26600(W) AD(       ) 2
 ET1070  NGVD 29 (07/19/86)  378.57   (m)         1242.0    (f) LEVELING    3  
 ET1070
 ET1070.Superseded values are not recommended for survey control.
 ET1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1070.See file dsdata.txt to determine how the superseded data were derived.
 ET1070
 ET1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6625794073(NAD 83)
 ET1070_MARKER: DD = SURVEY DISK
 ET1070_SETTING: 0 = UNSPECIFIED SETTING
 ET1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1070
 ET1070  HISTORY     - Date     Condition        Report By
 ET1070  HISTORY     - 1948     MONUMENTED       USGLO
 ET1070  HISTORY     - 20010730 MARK NOT FOUND   NGS
 ET1070
 ET1070                          STATION DESCRIPTION
 ET1070
 ET1070'DESCRIBED BY US GENERAL LAND OFFICE 1948
 ET1070'A U.S. GENERAL LAND OFFICE SECTION
 ET1070'CORNER MARK FASTENED TO TOP OF A 2 INCH PIPE, PROJECTS ABOUT
 ET1070'12 INCHES, AND STAMPED, T11N R12W S29 S30 S31 S32 1911.  THIS
 ET1070'MARK IS ALSO A USC AND GS BENCH MARK.
 ET1070'
 ET1070'TO REACH STATION SEC CORNER FROM WENDEN, GO NORTH ON BLADED ROAD FOR
 ET1070'11.3 MILES TO FORK.  TAKE RIGHT FORK AND GO 7.0 MILES TO FORK.  TAKE
 ET1070'LEFT FORK AND GO 14.2 MILES TO REVERSE Y.  CONTINUE STRAIGHT
 ET1070'AHEAD FOR 0.8 MILE TO FORK AND SIGN USGS SANTA MARIA GAGING
 ET1070'STATION.  TAKE LEFT FORK AND GO 3.35 MILES TO FORKS AND STATION SEC
 ET1070'CORNER
 ET1070
 ET1070                          STATION RECOVERY (2001)
 ET1070
 ET1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET1070'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0673 ***********************************************************************
 ET0673  DESIGNATION -  T11N R13W SECS 25 26 35 36
 ET0673  PID         -  ET0673
 ET0673  STATE/COUNTY-  AZ/LA PAZ
 ET0673  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0673
 ET0673                         *CURRENT SURVEY CONTROL
 ET0673  ___________________________________________________________________
 ET0673* NAD 83(1986)-  34 15 35.     (N)    113 34 23.     (W)     SCALED    
 ET0673* NAVD 88     -       323.73   (+/-2cm)    1062.1    (feet)  VERTCON   
 ET0673  ___________________________________________________________________
 ET0673  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0673  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0673
 ET0673.The horizontal coordinates were scaled from a topographic map and have
 ET0673.an estimated accuracy of +/- 6 seconds.
 ET0673
 ET0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0673.The vertical order pertains to the NGVD 29 superseded value.
 ET0673
 ET0673.The geoid height was determined by GEOID03.
 ET0673
 ET0673;                    North         East    Units  Estimated Accuracy
 ET0673;SPC AZ W     -   361,490.      229,660.      MT  (+/- 180 meters Scaled)
 ET0673
 ET0673                          SUPERSEDED SURVEY CONTROL
 ET0673
 ET0673  NGVD 29 (??/??/92)  323.071  (m)         1059.94   (f) ADJ UNCH    1 2
 ET0673
 ET0673.Superseded values are not recommended for survey control.
 ET0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0673.See file dsdata.txt to determine how the superseded data were derived.
 ET0673
 ET0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC630939(NAD 83)
 ET0673_MARKER: P = PIPE CAP
 ET0673_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0673_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0673_STAMPING: T 11 N R 13 W S 25 S 26 S 35 S 36
 ET0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0673
 ET0673  HISTORY     - Date     Condition        Report By
 ET0673  HISTORY     - UNK      MONUMENTED       USGLO
 ET0673  HISTORY     - 1934     GOOD             NGS
 ET0673  HISTORY     - 20010730 MARK NOT FOUND   NGS
 ET0673
 ET0673                          STATION DESCRIPTION
 ET0673
 ET0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0673'39.6 MI N FROM WENDEN.
 ET0673'39.6 MILES NORTH OF WENDEN, YUMA COUNTY, FROM THE JUNCTION OF U.S.
 ET0673'HIGHWAY 60, 33.2 MILES NORTH ALONG A ROAD, THENCE 6.4 MILES WEST ALONG
 ET0673'THE ROAD LEADING TO ALAMO CROSSING, ON THE EAST BANK OF WILLIAMS
 ET0673'RIVER, 45 YARDS SOUTH OF THE HAND RANCH HOUSE, 75 FEET SOUTHEAST OF
 ET0673'THE GATE TO THE RANCH, AT THE JUNCTION OF A ROAD LEADING SOUTH, 20
 ET0673'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, AND 11 FEET NORTH OF THE
 ET0673'CENTERLINE OF THE MAIN ROAD.  A UNITED STATES GENERAL LAND OFFICE
 ET0673'STANDARD SECTION-CORNER CAP, STAMPED T 11 N R 13 W S 25 S 26 S 35 S 36
 ET0673'AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 ET0673'GROUND.
 ET0673
 ET0673                          STATION RECOVERY (2001)
 ET0673
 ET0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0673'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0077 ***********************************************************************
 EU0077  DESIGNATION -  T11N R18W SECS 12 13 SC
 EU0077  PID         -  EU0077
 EU0077  STATE/COUNTY-  AZ/MOHAVE
 EU0077  USGS QUAD   -  YUCCA (1970)
 EU0077
 EU0077                         *CURRENT SURVEY CONTROL
 EU0077  ___________________________________________________________________
 EU0077* NAD 83(1986)-  34 51 56.     (N)    114 08 23.     (W)     SCALED    
 EU0077* NAVD 88     -       571.97   (+/-2cm)    1876.5    (feet)  VERTCON   
 EU0077  ___________________________________________________________________
 EU0077  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EU0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EU0077
 EU0077.The horizontal coordinates were scaled from a topographic map and have
 EU0077.an estimated accuracy of +/- 6 seconds.
 EU0077
 EU0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0077.The vertical order pertains to the NGVD 29 superseded value.
 EU0077
 EU0077.The geoid height was determined by GEOID03.
 EU0077
 EU0077;                    North         East    Units  Estimated Accuracy
 EU0077;SPC AZ W     -   428,740.      177,730.      MT  (+/- 180 meters Scaled)
 EU0077
 EU0077                          SUPERSEDED SURVEY CONTROL
 EU0077
 EU0077  NGVD 29 (??/??/??)  571.240  (m)         1874.14   (f) ADJUSTED    2 0
 EU0077
 EU0077.Superseded values are not recommended for survey control.
 EU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0077.See file dsdata.txt to determine how the superseded data were derived.
 EU0077
 EU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614618(NAD 83)
 EU0077_MARKER: P = PIPE CAP
 EU0077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0077_STAMPING: T 17 N-R 18 W-S 12 S 13 1915
 EU0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0077
 EU0077  HISTORY     - Date     Condition        Report By
 EU0077  HISTORY     - 1915     MONUMENTED       USGLO
 EU0077  HISTORY     - 1961     GOOD             NGS
 EU0077
 EU0077                          STATION DESCRIPTION
 EU0077
 EU0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0077'1 MI SE FROM YUCCA.
 EU0077'ABOUT 0.3 MILE EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0077'THENCE 0.10 MILE SOUTH ALONG U.S. HIGHWAY 66, THENCE ABOUT 0.6
 EU0077'MILE SOUTHEAST ALONG THE OLD YUCCA-SIGNAL ROAD NOW ABANDONED, ON
 EU0077'WHAT IS NOW THE PROPERTY OF THE FORD PROVING GROUND, AND NEAR
 EU0077'A FENCE CORNER, 64 FEET NORTHEAST OF THE CENTER OF THE OLD
 EU0077'YUCCA-SIGNAL ROAD, 0.6 FEET SOUTH OF THE FENCE CORNER, 98.3 FEET
 EU0077'NORTHWEST OF TRIANGULATION STATION GLOFF, 33.1 FEET NORTH OF A
 EU0077'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 EU0077'AND IS A METAL CAP FASTENED TO THE TOP OF A 3.5 INCH METAL PIPE
 EU0077'PROJECTING 10 INCHES.  NOTE-- THE MARK CAN NOT BE REACHED BY TRUCK
 EU0077'BY FOLLOWING ABOVE DESCRIPTION.  TO REACH BY TRUCK GO 0.3 MILE
 EU0077'EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA, THENCE 0.5
 EU0077'MILE NORTH ALONG U.S. HIGHWAY 66 TO THE FORD PROVING GROUND GUARD
 EU0077'GATE, THENCE ABOUT 100 YARDS EAST ALONG THE MAIN ROAD, THENCE
 EU0077'0.25 MILE SOUTH AND SOUTHEAST ALONG A SAND ROAD, THENCE 0.6 MILE
 EU0077'SOUTH ALONG A SAND ROAD, THENCE 0.35 MILE SOUTHEAST ALONG THE
 EU0077'OLD YUCCA-SIGNAL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0283 ***********************************************************************
 ET0283  DESIGNATION -  T11N R2E SECS 28 29 1/4 COR
 ET0283  PID         -  ET0283
 ET0283  STATE/COUNTY-  AZ/YAVAPAI
 ET0283  USGS QUAD   -  CLEATOR (1974)
 ET0283
 ET0283                         *CURRENT SURVEY CONTROL
 ET0283  ___________________________________________________________________
 ET0283* NAD 83(1986)-  34 18 12.     (N)    112 09 51.     (W)     SCALED    
 ET0283* NAVD 88     -      1153.47   (+/-2cm)    3784.3    (feet)  VERTCON   
 ET0283  ___________________________________________________________________
 ET0283  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 ET0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0283
 ET0283.The horizontal coordinates were scaled from a topographic map and have
 ET0283.an estimated accuracy of +/- 6 seconds.
 ET0283
 ET0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0283.The vertical order pertains to the NGVD 29 superseded value.
 ET0283
 ET0283.The geoid height was determined by GEOID03.
 ET0283
 ET0283;                    North         East    Units  Estimated Accuracy
 ET0283;SPC AZ C     -   366,330.      190,580.      MT  (+/- 180 meters Scaled)
 ET0283
 ET0283                          SUPERSEDED SURVEY CONTROL
 ET0283
 ET0283  NGVD 29 (??/??/92) 1152.768  (m)         3782.04   (f) ADJ UNCH    2 0
 ET0283
 ET0283.Superseded values are not recommended for survey control.
 ET0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0283.See file dsdata.txt to determine how the superseded data were derived.
 ET0283
 ET0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC928964(NAD 83)
 ET0283_MARKER: P = PIPE CAP
 ET0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0283_STAMPING: 1/4 S29 S28 1916
 ET0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0283
 ET0283  HISTORY     - Date     Condition        Report By
 ET0283  HISTORY     - 1916     MONUMENTED       USGLO
 ET0283
 ET0283                          STATION DESCRIPTION
 ET0283
 ET0283'DESCRIBED BY US GENERAL LAND OFFICE 1916
 ET0283'0.15 MI E FROM CORDES.
 ET0283'0.15 MILE EAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0283'CORDES, ABOUT 130 YARDS WEST OF THE MAIN ENTRANCE TO THE CORDES
 ET0283'AIRPORT, ABOUT 65 YARDS EAST OF A LARGE BARN AT A WOODEN CORRAL, 90
 ET0283'FEET SOUTH OF THE CENTER LINE OF AND ABOUT 1 1/2 FEET LOWER THAN THE
 ET0283'ROAD, 164.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CORRAL, 12.7
 ET0283'FEET NORTHWEST OF A WITNESS POST, AND RIVETED ON TOP OF A 1-INCH IRON
 ET0283'PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1989 ***********************************************************************
 CZ1989  DESIGNATION -  T11S R10E SECS 22 27 1/4 COR
 CZ1989  PID         -  CZ1989
 CZ1989  STATE/COUNTY-  AZ/PIMA
 CZ1989  USGS QUAD   -  WEST OF MARANA (1989)
 CZ1989
 CZ1989                         *CURRENT SURVEY CONTROL
 CZ1989  ___________________________________________________________________
 CZ1989* NAD 83(1992)-  32 27 04.08189(N)    111 18 46.18665(W)     ADJUSTED  
 CZ1989* NAVD 88     -       589.76   (+/-2cm)    1934.9    (feet)  VERTCON   
 CZ1989  ___________________________________________________________________
 CZ1989  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CZ1989  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ1989  HORZ ORDER  -  FIRST
 CZ1989  VERT ORDER  -  THIRD ? (See Below)
 CZ1989
 CZ1989.The horizontal coordinates were established by classical geodetic methods
 CZ1989.and adjusted by the National Geodetic Survey in August 1993.
 CZ1989
 CZ1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1989.The vertical order pertains to the NGVD 29 superseded value.
 CZ1989
 CZ1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1989
 CZ1989.The geoid height was determined by GEOID03.
 CZ1989
 CZ1989;                    North         East     Units Scale Factor Converg.
 CZ1989;SPC AZ C     -   161,049.126   270,132.086   MT  0.99993973   +0 19 26.5
 CZ1989;SPC AZ C     -   528,376.40    886,260.12   iFT  0.99993973   +0 19 26.5
 CZ1989;UTM  12      - 3,590,485.333   470,597.102   MT  0.99961066   -0 10 04.3
 CZ1989
 CZ1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1989!SPC AZ C     -   0.99991208  x   0.99993973  =   0.99985182
 CZ1989!UTM  12      -   0.99991208  x   0.99961066  =   0.99952278
 CZ1989
 CZ1989|---------------------------------------------------------------------|
 CZ1989| PID    Reference Object                     Distance      Geod. Az  |
 CZ1989|                                                           dddmmss.s |
 CZ1989| CZ0581 GLO E RM 1                           19.000 METERS 08340     |
 CZ1989| CH5230 GLO E AZ MK                                        0891523.4 |
 CZ1989| CZ1990 GLO E 2                              29.634 METERS 11239     |
 CZ1989| CZ1965 AIRWAY BEACON 8                     APPROX.17.1 KM 1133501.2 |
 CZ1989| CZ0582 GLO E RM 2                           19.325 METERS 16628     |
 CZ1989| CH5233 GLO E RM 3                           21.385 METERS 28820     |
 CZ1989| CZ1930 AIRWAY BEACON W OF AIRPORT 38       APPROX.15.0 KM 3285916.1 |
 CZ1989| CZ1942 AIRWAY BEACON ON PICACHO PEAK       APPROX.22.0 KM 3380206.5 |
 CZ1989|---------------------------------------------------------------------|
 CZ1989
 CZ1989                          SUPERSEDED SURVEY CONTROL
 CZ1989
 CZ1989  NAD 83(1986)-  32 27 04.07696(N)    111 18 46.18510(W) AD(       ) 1
 CZ1989  NAD 27      -  32 27 03.82700(N)    111 18 43.80300(W) AD(       ) 1
 CZ1989  NGVD 29 (07/19/86)  589.23   (m)         1933.2    (f) LEVELING    3  
 CZ1989
 CZ1989.Superseded values are not recommended for survey control.
 CZ1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1989.See file dsdata.txt to determine how the superseded data were derived.
 CZ1989
 CZ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7059790485(NAD 83)
 CZ1989_MARKER: P = PIPE CAP
 CZ1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1989
 CZ1989  HISTORY     - Date     Condition        Report By
 CZ1989  HISTORY     - 1935     MONUMENTED       USGLO
 CZ1989  HISTORY     - 1951     SEE DESCRIPTION  CGS
 CZ1989  HISTORY     - 1960     GOOD             CGS
 CZ1989  HISTORY     - 1973     SEE DESCRIPTION  DMA
 CZ1989  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CZ1989
 CZ1989                          STATION DESCRIPTION
 CZ1989
 CZ1989'DESCRIBED BY US GENERAL LAND OFFICE 1935 (EBL)
 CZ1989'ABOUT 8-1/2 MILES, AIR LINE, SOUTH OF THE TOWN OF RED ROCK,
 CZ1989'ABOUT 1 MILE SOUTH OF THE SANTA CRUZ RIVER, AND ABOUT 100
 CZ1989'FEET NORTH OF THE TUCSON-SILVERBELL ROAD, AT THE PIPE MARKING
 CZ1989'THE QUARTER OF SECTIONS 22 AND 27, T. 11 S., R. 10 E.  A
 CZ1989'CONCRETE POST, STAMPED U.S.C. AND G.S.-1935, WAS BUILT AROUND
 CZ1989'THE GENERAL LAND OFFICE PIPE MARKING THE STATION.  REFERENCE
 CZ1989'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 CZ1989'19.000 METERS (62.34 FEET) FROM STATION.
 CZ1989'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ1989'DISK IS 19.330 METERS (63.42 FEET) FROM STATION
 CZ1989
 CZ1989                          STATION RECOVERY (1951)
 CZ1989
 CZ1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 CZ1989'THE STATION MARK AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 CZ1989'R.M. 1 HAD BEEN HIT BY A VEHICLE OR A LARGE OBJECT AND IS
 CZ1989'AT A 30 DEG ANGLE WITH THE GROUND.  A 3-FOOT BY 4- BY 4-INCH
 CZ1989'WITNESS POST, PAINTED WHITE AND STENCILED USBM, WAS SET 10
 CZ1989'INCHES IN THE GROUND, 2.3 FEET E OF THE STATION MARK.
 CZ1989'
 CZ1989'STATION IS ABOUT 8-1/2 MILES, AIR LINE, S OF THE TOWN OF RED
 CZ1989'ROCK, ABOUT 1 MILE S OF THE SANTA CRUZ RIVER, 0.75 MILE NW
 CZ1989'OF THE TRICO COOPERATIVE ELECTRIC POWER PLANT, ABOUT 100
 CZ1989'FEET NE OF THE TUCSON-SILVER BELL ROAD, AND AT A PIPE MARKING
 CZ1989'THE QUARTER OF SECTIONS S 22, S 27, T 11 S, R 10 E.
 CZ1989'
 CZ1989'TO REACH FROM TUCSON, FOLLOW STATE HIGHWAY 84 TO CORTARO
 CZ1989'POST OFFICE, THENCE 0.9 MILE SW TO THE INTERSECTION WITH THE
 CZ1989'SILVER BELL ROAD, THENCE 18.9 MILES NW TO AN INTERSECTION
 CZ1989'WHICH IS 0.75 MILE NW OF THE TRICO COOPERATIVE ELECTRIC
 CZ1989'POWER PLANT.
 CZ1989'
 CZ1989'A CONCRETE POST WAS BUILT AROUND THE GENERAL LAND OFFICE
 CZ1989'PIPE AND A BRONZE CAP MARKING THE STATION AND  THE
 CZ1989'LETTERS 1/4 S 22 S 27 1921 TO WHICH WAS ADDED USC AND GS 1935.  IT
 CZ1989'IS 137 FEET W OF THE CENTER OF THE ROAD INTERSECTION, 63.4
 CZ1989'FEET NNW OF R.M. 1, 61.9 FEET W OF R.M. 2, 23.4 FEET S ACROSS
 CZ1989'THE TRACK ROAD LEADING E FROM A POWER LINE POLE, 12-1/2 FEET
 CZ1989'S OF THE CENTER LINE OF THE TRACK ROAD LEADING E, ABOUT
 CZ1989'LEVEL WITH THE SILVER BELL ROAD.  THE CONCRETE POST PROJECTS
 CZ1989'0.4 FOOT ABOVE THE GROUND.
 CZ1989'
 CZ1989'R.M. 1 IS A STANDARD DISK SET IN CONCRETE AND IS STAMPED
 CZ1989'G.L.O.E. NUMBER 1 1935.  IT IS 61.9 FEET E OF THE STATION,
 CZ1989'82.9 FEET N OF R.M. 2, 7 FEET S OF THE CENTER LINE OF THE
 CZ1989'TRACK ROAD LEADING E, ABOUT LEVEL WITH THE SILVER BELL ROAD,
 CZ1989'AND THE CONCRETE POST PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CZ1989'THIS MARK HAS BEEN DISTURBED.
 CZ1989'
 CZ1989'R.M. 2 IS A STANDARD DISK SET IN CONCRETE AND IS STAMPED
 CZ1989'G.L.O.E. NUMBER 2 1935.  IT IS 73-1/2 FEET NE OF THE CENTER
 CZ1989'LINE OF THE SILVER BELL ROAD, 82.9 FEET S OF R.M. 1, 63.4
 CZ1989'FEET SSE OF THE STATION, ABOUT LEVEL WITH THE SILVER BELL
 CZ1989'ROAD, AND THE CONCRETE POST PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CZ1989'
 CZ1989'INSTRUMENT NOT AVAILABLE FOR MEASURING DIRECTION TO REFERENCE
 CZ1989'MARKS AND DISTANCES BETWEEN MARKS MEASURED TO THE CLOSEST
 CZ1989'TENTH OF A FOOT.
 CZ1989
 CZ1989                          STATION RECOVERY (1960)
 CZ1989
 CZ1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1989'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 CZ1989'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED WHEN
 CZ1989'ROADS WERE IMPROVED.  REFERENCE MARK NO. 3 AND AN AZIMUTH
 CZ1989'MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CZ1989'
 CZ1989'THE STATION IS ABOUT 6 MILES WEST OF MARANA AND ABOUT 3 MILES
 CZ1989'SOUTH OF THE MARANA AIR FORCE BASE.
 CZ1989'
 CZ1989'TO REACH THE STATION FROM THE POST OFFICE AT MARANA GO NORTHWEST
 CZ1989'ON STATE HIGHWAY 84 FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN
 CZ1989'LEFT AND GO WEST ON THE MACADAM ROAD FOR 4.0 MILES TO A
 CZ1989'BRIDGE OVER THE SANTA CRUZ RIVER.  CONTINUE WEST ON THE MACADAM
 CZ1989'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CZ1989'WEST ON THE MACADAM ROAD FOR 0.2 MILE TO A T ROAD INTERSECTION,
 CZ1989'TURN LEFT, SOUTH, AND GO 0.05 MILE TO A SIDE ROAD RIGHT, TURN
 CZ1989'RIGHT LEAVING THE MAIN TRAVELED ROAD AND FOLLOW THE TRACK
 CZ1989'ROAD NORTHWEST AND WEST FOR 0.5 MILE TO THE STATION ON THE
 CZ1989'RIGHT.
 CZ1989'
 CZ1989'THE STATION MARK, STAMPED U S C AND G S 1935, IS A G.L.O.
 CZ1989'DISK SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT
 CZ1989'PROJECTS 8 INCHES.  IT IS 84 FEET EAST OF THE CENTER OF A
 CZ1989'CATTLE GUARD, 23 FEET SOUTH OF A POWER LINE POLE, 20 FEET
 CZ1989'NORTH OF THE CENTER OF THE TRACK ROAD AND 2.6 FEET WEST OF
 CZ1989'THE WITNESS POST.
 CZ1989'
 CZ1989'REFERENCE MARK 2, STAMPED GLO E NO 2 1935, IS A STANDARD
 CZ1989'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ1989'PROJECTS 6 INCHES.  IT IS 90 FEET EAST OF THE CENTER OF A
 CZ1989'BLADED ROAD, 63 FEET SOUTH OF THE WITNESS POST AND 44 FEET
 CZ1989'SOUTH OF THE TRACK ROAD.
 CZ1989'
 CZ1989'REFERENCE MARK 3, STAMPED GLO E NO 3 1935, IS A STANDARD
 CZ1989'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ1989'PROJECTS 6 INCHES.  IT IS 72 FEET WEST OF THE WITNESS POST,
 CZ1989'20 FEET NORTHEAST OF THE CENTER OF THE CATTLE GUARD AND 2
 CZ1989'FEET SOUTH OF AN EAST-WEST FENCE LINE.
 CZ1989'
 CZ1989'THE AZIMUTH MARK, STAMPED GLO E 1959, IS A STANDARD DISK
 CZ1989'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ1989'6 INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF THE MACADAM
 CZ1989'ROAD, 2.4 FEET WEST OF A POWER LINE POLE AND 1.5 FEET SOUTH
 CZ1989'OF THE WITNESS POST.
 CZ1989
 CZ1989                          STATION RECOVERY (1973)
 CZ1989
 CZ1989'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973 (AC)
 CZ1989'STATION MARK AND MONUMENT FOUND REMOVED FROM GROUND.  REFERENCE
 CZ1989'MARKS FOUND IN GOOD CONDITION.
 CZ1989
 CZ1989                          STATION RECOVERY (1973)
 CZ1989
 CZ1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ1989'THE STATION MARK WAS DESTROYED BY CONSTRUCTION OF TRICO
 CZ1989'MARANA ROAD.  REFERENCE MARKS 2 AND 3 AND THE 1959 AZIMUTH
 CZ1989'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 CZ1989'WAS REESTABLISHED ON A TEMPORARY POINT AT THIS TIME AND MOVED
 CZ1989'TO A NEARBY LOCATION.  SEE DESCRIPTION TO GLO E 2.
 CZ1989'
 CZ1989'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1989'
 CZ1989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CZ1989'WEST OF MARANA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1693 ***********************************************************************
 DB1693  DESIGNATION -  T11S R21W SECS 1 2 11 12
 DB1693  PID         -  DB1693
 DB1693  STATE/COUNTY-  AZ/YUMA
 DB1693  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB1693
 DB1693                         *CURRENT SURVEY CONTROL
 DB1693  ___________________________________________________________________
 DB1693* NAD 83(1992)-  32 29 40.99880(N)    114 22 31.70393(W)     ADJUSTED  
 DB1693* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 DB1693  ___________________________________________________________________
 DB1693  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 DB1693  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DB1693  HORZ ORDER  -  THIRD
 DB1693
 DB1693.The horizontal coordinates were established by classical geodetic methods
 DB1693.and adjusted by the National Geodetic Survey in August 1993.
 DB1693
 DB1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1693
 DB1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1693
 DB1693.The geoid height was determined by GEOID03.
 DB1693
 DB1693;                    North         East     Units Scale Factor Converg.
 DB1693;SPC AZ W     -   165,899.706   154,580.033   MT  0.99997592   -0 20 09.7
 DB1693;SPC AZ W     -   544,290.37    507,152.34   iFT  0.99997592   -0 20 09.7
 DB1693;UTM  11      - 3,598,309.497   746,596.995   MT  1.00034993   +1 24 38.4
 DB1693
 DB1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1693!SPC AZ W     -   0.99998245  x   0.99997592  =   0.99995837
 DB1693!UTM  11      -   0.99998245  x   1.00034993  =   1.00033237
 DB1693
 DB1693                          SUPERSEDED SURVEY CONTROL
 DB1693
 DB1693  NAD 83(1986)-  32 29 41.00656(N)    114 22 31.71188(W) AD(       ) 3
 DB1693  NGVD 29 (04/26/91)  145.0    (m)          476.     (f) VERT ANG    3  
 DB1693
 DB1693.Superseded values are not recommended for survey control.
 DB1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1693.See file dsdata.txt to determine how the superseded data were derived.
 DB1693
 DB1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4659798309(NAD 83)
 DB1693_MARKER: DD = SURVEY DISK
 DB1693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1693_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1693
 DB1693  HISTORY     - Date     Condition        Report By
 DB1693  HISTORY     - 1964     MONUMENTED       USGS
 DB1693
 DB1693                          STATION DESCRIPTION
 DB1693
 DB1693'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1693'DESCRIPTION NOT AVAILABLE.
 DB1693'
 DB1693'STATION MARK--GENERAL LAND OFFICE CAP
 DB1693'STAMPED---T11S R21W S2 S1 S11 S12 1920---, ON PIPE PROJECTING 1 FT
 DB1693'ABOVE GROUND.
 DB1693'
 DB1693'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1694 ***********************************************************************
 DB1694  DESIGNATION -  T11S R22W SECS 1 2 11 12
 DB1694  PID         -  DB1694
 DB1694  STATE/COUNTY-  AZ/YUMA
 DB1694  USGS QUAD   -  WEST OF VOPOKI RIDGE (1990)
 DB1694
 DB1694                         *CURRENT SURVEY CONTROL
 DB1694  ___________________________________________________________________
 DB1694* NAD 83(1992)-  32 29 40.95780(N)    114 28 38.39969(W)     ADJUSTED  
 DB1694* NAVD 88     -        95.1    (meters)     312.     (feet)  VERTCON   
 DB1694  ___________________________________________________________________
 DB1694  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 DB1694  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DB1694  HORZ ORDER  -  THIRD
 DB1694
 DB1694.The horizontal coordinates were established by classical geodetic methods
 DB1694.and adjusted by the National Geodetic Survey in August 1993.
 DB1694
 DB1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1694
 DB1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1694
 DB1694.The geoid height was determined by GEOID03.
 DB1694
 DB1694;                    North         East     Units Scale Factor Converg.
 DB1694;SPC AZ W     -   165,959.158   145,007.352   MT  0.99999093   -0 23 26.7
 DB1694;SPC AZ W     -   544,485.43    475,745.91   iFT  0.99999093   -0 23 26.7
 DB1694;UTM  11      - 3,598,077.065   737,023.715   MT  1.00029283   +1 21 21.1
 DB1694
 DB1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1694!SPC AZ W     -   0.99999044  x   0.99999093  =   0.99998137
 DB1694!UTM  11      -   0.99999044  x   1.00029283  =   1.00028326
 DB1694
 DB1694                          SUPERSEDED SURVEY CONTROL
 DB1694
 DB1694  NAD 83(1986)-  32 29 40.96563(N)    114 28 38.40419(W) AD(       ) 3
 DB1694  NGVD 29 (04/26/91)   94.4    (m)          310.     (f) VERT ANG    3  
 DB1694
 DB1694.Superseded values are not recommended for survey control.
 DB1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1694.See file dsdata.txt to determine how the superseded data were derived.
 DB1694
 DB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR3702498077(NAD 83)
 DB1694_MARKER: DD = SURVEY DISK
 DB1694_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1694_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1694
 DB1694  HISTORY     - Date     Condition        Report By
 DB1694  HISTORY     - 1964     MONUMENTED       USGS
 DB1694
 DB1694                          STATION DESCRIPTION
 DB1694
 DB1694'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1694'DESCRIPTION NOT AVAILABLE.
 DB1694'
 DB1694'STATION MARK--GENERAL LAND OFFICE CAP
 DB1694'STAMPED---T11S R22W 2 1 11 12---, ON PIPE PROJECTING 0.6 FT ABOVE
 DB1694'GROUND.
 DB1694'
 DB1694'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1215 ***********************************************************************
 CY1215  DESIGNATION -  T11S R23 24E SECS 7 12 1/4 COR
 CY1215  PID         -  CY1215
 CY1215  STATE/COUNTY-  AZ/GRAHAM
 CY1215  USGS QUAD   -  WEST OF GREASEWOOD MOUNTAIN (1985)
 CY1215
 CY1215                         *CURRENT SURVEY CONTROL
 CY1215  ___________________________________________________________________
 CY1215* NAD 83(1992)-  32 29 33.70839(N)    109 56 39.40745(W)     ADJUSTED  
 CY1215* NAVD 88     -      1352.     (meters)    4436.     (feet)  SCALED    
 CY1215  ___________________________________________________________________
 CY1215  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 CY1215  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CY1215  HORZ ORDER  -  SECOND
 CY1215
 CY1215.The horizontal coordinates were established by classical geodetic methods
 CY1215.and adjusted by the National Geodetic Survey in August 1993.
 CY1215
 CY1215.The orthometric height was scaled from a topographic map.
 CY1215
 CY1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1215
 CY1215.The geoid height was determined by GEOID03.
 CY1215
 CY1215;                    North         East     Units Scale Factor Converg.
 CY1215;SPC AZ E     -   165,519.050   234,258.814   MT  0.99990538   +0 07 10.1
 CY1215;SPC AZ E     -   543,041.50    768,565.66   iFT  0.99990538   +0 07 10.1
 CY1215;UTM  12      - 3,595,540.447   599,183.881   MT  0.99972131   +0 34 01.8
 CY1215
 CY1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1215!SPC AZ E     -   0.99979202  x   0.99990538  =   0.99969742
 CY1215!UTM  12      -   0.99979202  x   0.99972131  =   0.99951339
 CY1215
 CY1215                          SUPERSEDED SURVEY CONTROL
 CY1215
 CY1215  NAD 83(1986)-  32 29 33.70449(N)    109 56 39.40533(W) AD(       ) 2
 CY1215  NAD 27      -  32 29 33.45100(N)    109 56 37.14400(W) AD(       ) 2
 CY1215
 CY1215.Superseded values are not recommended for survey control.
 CY1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1215.See file dsdata.txt to determine how the superseded data were derived.
 CY1215
 CY1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9918495540(NAD 83)
 CY1215_MARKER: P = PIPE CAP
 CY1215_SETTING: 0 = UNSPECIFIED SETTING
 CY1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1215
 CY1215  HISTORY     - Date     Condition        Report By
 CY1215  HISTORY     - 1946     MONUMENTED       USGLO
 CY1215
 CY1215                          STATION DESCRIPTION
 CY1215
 CY1215'DESCRIBED BY US GENERAL LAND OFFICE 1946
 CY1215'STATION IS LOCATED, BY APPROXIMATE AIRLINE DISTANCES, 17-1/2
 CY1215'MILES NNW OF WILLCOX AND 7 MILES SSE OF BONITA,
 CY1215'BETWEEN THE BROOKRESON AND ESTES RANCHES.
 CY1215'
 CY1215'TO REACH FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1215'GO S ON STATE HIGHWAY 86 FOR 0.1 MILE TO TEXACO SERVICE STATION
 CY1215'ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3 MILE, THENCE JOG
 CY1215'LEFT 35 YARDS, THENCE RIGHT AND GO 0.2 MILE, THENCE RIGHT
 CY1215'(N) ON A MACADAM ROAD.  GO 1.0 MILE, THENCE LEFT AND GO 2.0
 CY1215'MILES, THENCE RIGHT FOR 5 MILES, THENCE LEFT FOR 3 MILES, THENCE
 CY1215'RIGHT FOR 4 MILES, THENCE LEFT FOR 2 MILES, THENCE RIGHT FOR
 CY1215'2 MILES, THENCE LEFT FOR 1 MILE TO THE MONZINGO RANCH HOUSE ON
 CY1215'THE RIGHT.  HERE TURN RIGHT AND GO 6 MILES, THENCE RIGHT FOR
 CY1215'0.25 MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A RANCH ROAD
 CY1215'CONTINUES STRAIGHT AHEAD.  KEEP STRAIGHT AHEAD ACROSS
 CY1215'CATTLE GUARD AND FOLLOW MAIN ROAD 1.15 MILES TO THE ESTES
 CY1215'RANCH AND BOARD GATE AT THE WINDMILL.  PASS THROUGH GATE
 CY1215'AND GO ABOUT 50 YARDS TO GATE AT CORNER OF BARN, PASS
 CY1215'THROUGH AND GO TO THE LEFT ACROSS CORRAL TO A GATE WHICH
 CY1215'LEAVES THE CORRAL AT RIGHT ANGLES TO THE GATE BY WHICH IT
 CY1215'WAS ENTERED, A DISTANCE OF ABOUT 25 YARDS.  GO THROUGH AND
 CY1215'INTO PASTURE ALONG TRACK ROAD FOR 0.6 MILE TO AN EARTH
 CY1215'TANK.  CONTINUE ON ROAD ALONG E SIDE OF TANK AND GO 0.45
 CY1215'MILE TO A LEFT FORK AND THE AZIMUTH MARK ON THE RIGHT.
 CY1215'KEEP STRAIGHT AHEAD 0.5 MILE TO STATION ESTES ON THE RIGHT JUST
 CY1215'BEFORE REACHING TWO GATES IN A CROSS FENCE LINE.
 CY1215'
 CY1215'THE STATION MARK IS A STANDARD BRASS-CAPPED 1-INCH IRON PIPE
 CY1215'1/4 SECTION CORNER OF THE GENERAL LAND OFFICE, STAMPED 1/4
 CY1215'S12 S7 1913.  IT PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT
 CY1215'IS LOCATED SE OF STATION ESTES AND 0.8 FOOT S OF THE CENTER
 CY1215'OF T-FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1695 ***********************************************************************
 DB1695  DESIGNATION -  T11S R23W SECS 13 18 19 24
 DB1695  PID         -  DB1695
 DB1695  STATE/COUNTY-  AZ/YUMA
 DB1695  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1695
 DB1695                         *CURRENT SURVEY CONTROL
 DB1695  ___________________________________________________________________
 DB1695* NAD 83(1992)-  32 27 56.58580(N)    114 33 44.90931(W)     ADJUSTED  
 DB1695* NAVD 88     -        61.3    (meters)     201.     (feet)  VERTCON   
 DB1695  ___________________________________________________________________
 DB1695  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DB1695  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DB1695  HORZ ORDER  -  THIRD
 DB1695
 DB1695.The horizontal coordinates were established by classical geodetic methods
 DB1695.and adjusted by the National Geodetic Survey in August 1993.
 DB1695
 DB1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1695
 DB1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1695
 DB1695.The geoid height was determined by GEOID03.
 DB1695
 DB1695;                    North         East     Units Scale Factor Converg.
 DB1695;SPC AZ W     -   162,801.900   136,981.297   MT  1.00000525   -0 26 10.2
 DB1695;SPC AZ W     -   534,126.97    449,413.70   iFT  1.00000525   -0 26 10.2
 DB1695;UTM  11      - 3,594,675.819   729,095.422   MT  1.00024725   +1 18 32.5
 DB1695
 DB1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1695!SPC AZ W     -   0.99999577  x   1.00000525  =   1.00000102
 DB1695!UTM  11      -   0.99999577  x   1.00024725  =   1.00024302
 DB1695
 DB1695                          SUPERSEDED SURVEY CONTROL
 DB1695
 DB1695  NAD 83(1986)-  32 27 56.59502(N)    114 33 44.92233(W) AD(       ) 3
 DB1695  NGVD 29 (04/26/91)   60.6    (m)          199.     (f) VERT ANG    3  
 DB1695
 DB1695.Superseded values are not recommended for survey control.
 DB1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1695.See file dsdata.txt to determine how the superseded data were derived.
 DB1695
 DB1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2909594676(NAD 83)
 DB1695_MARKER: DD = SURVEY DISK
 DB1695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1695_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1695
 DB1695  HISTORY     - Date     Condition        Report By
 DB1695  HISTORY     - 1964     MONUMENTED       USGS
 DB1695
 DB1695                          STATION DESCRIPTION
 DB1695
 DB1695'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1695'LOCATED AT SE COR SEC 13 T11S R23W.
 DB1695'
 DB1695'TO REACH NOT GIVEN.
 DB1695'
 DB1695'STATION MARK--GENERAL LAND OFFICE BRASS CAP
 DB1695'STAMPED---T11S R23W 13 18 19 24---, ON PIPE.
 DB1695'
 DB1695'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1696 ***********************************************************************
 DB1696  DESIGNATION -  T11S R24W SECS 19 24 25 30
 DB1696  PID         -  DB1696
 DB1696  STATE/COUNTY-  AZ/YUMA
 DB1696  USGS QUAD   -  SOUTH OF SOMERTON (1990)
 DB1696
 DB1696                         *CURRENT SURVEY CONTROL
 DB1696  ___________________________________________________________________
 DB1696* NAD 83(1992)-  32 27 56.53462(N)    114 39 58.85181(W)     ADJUSTED  
 DB1696* NAVD 88     -        51.2    (meters)     168.     (feet)  VERTCON   
 DB1696  ___________________________________________________________________
 DB1696  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DB1696  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DB1696  HORZ ORDER  -  THIRD
 DB1696
 DB1696.The horizontal coordinates were established by classical geodetic methods
 DB1696.and adjusted by the National Geodetic Survey in August 1993.
 DB1696
 DB1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1696
 DB1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1696
 DB1696.The geoid height was determined by GEOID03.
 DB1696
 DB1696;                    North         East     Units Scale Factor Converg.
 DB1696;SPC AZ W     -   162,879.413   127,216.118   MT  1.00002481   -0 29 30.9
 DB1696;SPC AZ W     -   534,381.28    417,375.72   iFT  1.00002481   -0 29 30.9
 DB1696;UTM  11      - 3,594,455.865   719,330.408   MT  1.00019325   +1 15 11.5
 DB1696
 DB1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1696!SPC AZ W     -   0.99999738  x   1.00002481  =   1.00002219
 DB1696!UTM  11      -   0.99999738  x   1.00019325  =   1.00019063
 DB1696
 DB1696                          SUPERSEDED SURVEY CONTROL
 DB1696
 DB1696  NAD 83(1986)-  32 27 56.54869(N)    114 39 58.86422(W) AD(       ) 3
 DB1696  NGVD 29 (04/26/91)   50.5    (m)          166.     (f) VERT ANG    3  
 DB1696
 DB1696.Superseded values are not recommended for survey control.
 DB1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1696.See file dsdata.txt to determine how the superseded data were derived.
 DB1696
 DB1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR1933094456(NAD 83)
 DB1696_MARKER: DD = SURVEY DISK
 DB1696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1696_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1696
 DB1696  HISTORY     - Date     Condition        Report By
 DB1696  HISTORY     - 1964     MONUMENTED       USGS
 DB1696
 DB1696                          STATION DESCRIPTION
 DB1696
 DB1696'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1696'LOCATED AT NE COR SEC 24 T11S R24W.
 DB1696'
 DB1696'TO REACH TAKE 4-WHEEL DRIVE.
 DB1696'
 DB1696'STATION MARK--GENERAL LAND OFFICE CAP
 DB1696'STAMPED---S24 S25 S19 S30 T11S R24W---, ON IRON PIPE PROJECTING 1.3
 DB1696'FT ABOVE GROUND.
 DB1696'
 DB1696'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0480 ***********************************************************************
 DA0480  DESIGNATION -  T11S R4E SECS 33 34 SC
 DA0480  PID         -  DA0480
 DA0480  STATE/COUNTY-  AZ/PIMA
 DA0480  USGS QUAD   -  BURRO GAP (1990)
 DA0480
 DA0480                         *CURRENT SURVEY CONTROL
 DA0480  ___________________________________________________________________
 DA0480* NAD 83(1986)-  32 25 04.     (N)    112 40 37.     (W)     SCALED    
 DA0480* NAVD 88     -       580.17   (+/-2cm)    1903.4    (feet)  VERTCON   
 DA0480  ___________________________________________________________________
 DA0480  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0480
 DA0480.The horizontal coordinates were scaled from a topographic map and have
 DA0480.an estimated accuracy of +/- 6 seconds.
 DA0480
 DA0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0480.The vertical order pertains to the NGVD 29 superseded value.
 DA0480
 DA0480.The geoid height was determined by GEOID03.
 DA0480
 DA0480;                    North         East    Units  Estimated Accuracy
 DA0480;SPC AZ C     -   157,440.      141,850.      MT  (+/- 180 meters Scaled)
 DA0480
 DA0480                          SUPERSEDED SURVEY CONTROL
 DA0480
 DA0480  NGVD 29 (??/??/92)  579.448  (m)         1901.07   (f) ADJ UNCH    2 0
 DA0480
 DA0480.Superseded values are not recommended for survey control.
 DA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0480.See file dsdata.txt to determine how the superseded data were derived.
 DA0480
 DA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA423879(NAD 83)
 DA0480_MARKER: DD = SURVEY DISK
 DA0480_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0480+WITH SETTING: INTO GROUND
 DA0480_STAMPING: T 11 S R 4 W S 36 S 34 S 453 T 12 S
 DA0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0480+STABILITY: SURFACE MOTION
 DA0480
 DA0480  HISTORY     - Date     Condition        Report By
 DA0480  HISTORY     - UNK      MONUMENTED       USGLO
 DA0480  HISTORY     - 1961     GOOD             NGS
 DA0480
 DA0480                          STATION DESCRIPTION
 DA0480
 DA0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DA0480'12.45 MI E FROM AJO.
 DA0480'ABOUT 0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0480'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0480'STATE HIGHWAY 85.  THENCE 10.9 MILES EAST ALONG A DIRT ROAD WHICH
 DA0480'FOLLOWS A PIPE LINE.  1.25 MILES NORTHEAST OF A METAL WINDMILL, 0.1
 DA0480'MILE NORTH OF 2 VALVES ON A PIPE LINE, AT THE NORTHWEST CORNER OF A
 DA0480'FENCE AROUND THE PAPAGO INDIAN RESERVATION, 10 FEET SOUTHEAST OF THE
 DA0480'CENTER LINE OF THE ROAD, 1.4 FEET NORTHWEST OF A FENCE CORNER POST,
 DA0480'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF AN IRON
 DA0480'PIPE PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1272 ***********************************************************************
 CZ1272  DESIGNATION -  T11S R5 6E SECS 1 6 CC
 CZ1272  PID         -  CZ1272
 CZ1272  STATE/COUNTY-  AZ/PINAL
 CZ1272  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1272
 CZ1272                         *CURRENT SURVEY CONTROL
 CZ1272  ___________________________________________________________________
 CZ1272* NAD 83(1986)-  32 30 23.     (N)    111 47 32.     (W)     SCALED    
 CZ1272* NAVD 88     -       501.85   (+/-2cm)    1646.5    (feet)  VERTCON   
 CZ1272  ___________________________________________________________________
 CZ1272  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ1272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1272
 CZ1272.The horizontal coordinates were scaled from a topographic map and have
 CZ1272.an estimated accuracy of +/- 6 seconds.
 CZ1272
 CZ1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1272.The vertical order pertains to the NGVD 29 superseded value.
 CZ1272
 CZ1272.The geoid height was determined by GEOID03.
 CZ1272
 CZ1272;                    North         East    Units  Estimated Accuracy
 CZ1272;SPC AZ C     -   167,020.      225,050.      MT  (+/- 180 meters Scaled)
 CZ1272
 CZ1272                          SUPERSEDED SURVEY CONTROL
 CZ1272
 CZ1272  NGVD 29 (??/??/92)  501.294  (m)         1644.66   (f) ADJ UNCH    2 0
 CZ1272
 CZ1272.Superseded values are not recommended for survey control.
 CZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1272.See file dsdata.txt to determine how the superseded data were derived.
 CZ1272
 CZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA255968(NAD 83)
 CZ1272_MARKER: P = PIPE CAP
 CZ1272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1272_STAMPING: CC S1 S6 R5E R6E T11S 1916
 CZ1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1272
 CZ1272  HISTORY     - Date     Condition        Report By
 CZ1272  HISTORY     - 1916     MONUMENTED       USGLO
 CZ1272  HISTORY     - 1952     GOOD             NGS
 CZ1272
 CZ1272                          STATION DESCRIPTION
 CZ1272
 CZ1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1272'10.3 MI SE FROM JACKRABBIT.
 CZ1272'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1272'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 9.8 MILES EAST AND
 CZ1272'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.1 MILE EAST ALONG A DIM TRACK
 CZ1272'ROAD, AT A FENCE CORNER, ON THE PINAL-PIMA COUNTY LINE, WIRED AGAINST
 CZ1272'THE NORTHWEST SIDE OF THE CORNER FENCE POST, 14 1/2 FEET NORTH OF THE
 CZ1272'CENTER OF A GATE WHICH ROAD PASSES THROUGH, 9.2 FEET NORTH OF THE
 CZ1272'NORTH GATE POST, 3.1 FEET NORTHEAST OF BENCH MARK E 310, 1.6 FEET EAST
 CZ1272'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 INCH IRON PIPE PROJECTING
 CZ1272'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1276 ***********************************************************************
 CZ1276  DESIGNATION -  T11S R5 6E SECS 1 6 7 12
 CZ1276  PID         -  CZ1276
 CZ1276  STATE/COUNTY-  AZ/PIMA
 CZ1276  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ1276
 CZ1276                         *CURRENT SURVEY CONTROL
 CZ1276  ___________________________________________________________________
 CZ1276* NAD 83(1986)-  32 29 31.     (N)    111 47 41.     (W)     SCALED    
 CZ1276* NAVD 88     -       507.25   (+/-2cm)    1664.2    (feet)  VERTCON   
 CZ1276  ___________________________________________________________________
 CZ1276  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1276
 CZ1276.The horizontal coordinates were scaled from a topographic map and have
 CZ1276.an estimated accuracy of +/- 6 seconds.
 CZ1276
 CZ1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1276.The vertical order pertains to the NGVD 29 superseded value.
 CZ1276
 CZ1276.The geoid height was determined by GEOID03.
 CZ1276
 CZ1276;                    North         East    Units  Estimated Accuracy
 CZ1276;SPC AZ C     -   165,420.      224,820.      MT  (+/- 180 meters Scaled)
 CZ1276
 CZ1276                          SUPERSEDED SURVEY CONTROL
 CZ1276
 CZ1276  NGVD 29 (??/??/92)  506.688  (m)         1662.36   (f) ADJ UNCH    2 0
 CZ1276
 CZ1276.Superseded values are not recommended for survey control.
 CZ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1276.See file dsdata.txt to determine how the superseded data were derived.
 CZ1276
 CZ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA253952(NAD 83)
 CZ1276_MARKER: P = PIPE CAP
 CZ1276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1276_STAMPING: T11S R5E R6E S1 S6 S12 S7 1916
 CZ1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1276
 CZ1276  HISTORY     - Date     Condition        Report By
 CZ1276  HISTORY     - 1916     MONUMENTED       USGLO
 CZ1276  HISTORY     - 1916     GOOD             NGS
 CZ1276
 CZ1276                          STATION DESCRIPTION
 CZ1276
 CZ1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 CZ1276'11.3 MI SE FROM JACKRABBIT.
 CZ1276'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1276'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 10.9 MILE EAST AND
 CZ1276'SOUTHEAST ALONG A TRACK ROAD, 0.1 MILE WEST OF A WATER TANK AND A
 CZ1276'WOODEN SHED, AT A POINT WHERE THE ROAD PASSES THROUGH A GATE, AT A T
 CZ1276'IN A FENCE LINE, IN LINE WITH THE PROLONGATION OF THE FENCE LEADING
 CZ1276'EAST, IN LINE WITH NORTHSOUTH FENCE LINE, 23.5 FEET SOUTH OF BENCH
 CZ1276'MARK W 92, 7 FEET SOUTH OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 CZ1276'ROAD, 1.6 FEET SOUTH OF THE SOUTH GATE POST, RIVETED ON THE TOP OF A 3
 CZ1276'INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1274 ***********************************************************************
 CZ1274  DESIGNATION -  T11S R5 6E SECS 1 6 1/4 COR
 CZ1274  PID         -  CZ1274
 CZ1274  STATE/COUNTY-  AZ/PIMA
 CZ1274  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ1274
 CZ1274                         *CURRENT SURVEY CONTROL
 CZ1274  ___________________________________________________________________
 CZ1274* NAD 83(1986)-  32 29 57.     (N)    111 47 42.     (W)     SCALED    
 CZ1274* NAVD 88     -       504.97   (+/-2cm)    1656.7    (feet)  VERTCON   
 CZ1274  ___________________________________________________________________
 CZ1274  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1274
 CZ1274.The horizontal coordinates were scaled from a topographic map and have
 CZ1274.an estimated accuracy of +/- 6 seconds.
 CZ1274
 CZ1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1274.The vertical order pertains to the NGVD 29 superseded value.
 CZ1274
 CZ1274.The geoid height was determined by GEOID03.
 CZ1274
 CZ1274;                    North         East    Units  Estimated Accuracy
 CZ1274;SPC AZ C     -   166,220.      224,790.      MT  (+/- 180 meters Scaled)
 CZ1274
 CZ1274                          SUPERSEDED SURVEY CONTROL
 CZ1274
 CZ1274  NGVD 29 (??/??/92)  504.416  (m)         1654.90   (f) ADJ UNCH    2 0
 CZ1274
 CZ1274.Superseded values are not recommended for survey control.
 CZ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1274.See file dsdata.txt to determine how the superseded data were derived.
 CZ1274
 CZ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA253960(NAD 83)
 CZ1274_MARKER: P = PIPE CAP
 CZ1274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1274_STAMPING: 1/4 S1 S6 1916
 CZ1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1274
 CZ1274  HISTORY     - Date     Condition        Report By
 CZ1274  HISTORY     - 1916     MONUMENTED       USGLO
 CZ1274  HISTORY     - 1952     GOOD             NGS
 CZ1274
 CZ1274                          STATION DESCRIPTION
 CZ1274
 CZ1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1274'10.8 MI SE FROM JACKRABBIT.
 CZ1274'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1274'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 10.4 MILES EAST AND
 CZ1274'SOUTHEAST ALONG A TRACK ROAD, 0.5 MILE NORTH OF THE POINT WHERE THE
 CZ1274'ROAD TURNS EAST AND PASSES THROUGH A GATE, AT A T IN A FENCE LINE, 9
 CZ1274'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.0 FEET SOUTHWEST OF THE
 CZ1274'FENCE POST AT THE T WITH THE UNITED STATES GEOLOGICAL SURVEY TAG
 CZ1274'STAMPED 1654.9, 0.9 FOOT WEST OF THE NORTHSOUTH FENCE LINE, RIVETED ON
 CZ1274'THE TOP OF A 1 INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1278 ***********************************************************************
 CZ1278  DESIGNATION -  T11S R6E SECS 5 6 7 8
 CZ1278  PID         -  CZ1278
 CZ1278  STATE/COUNTY-  AZ/PIMA
 CZ1278  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ1278
 CZ1278                         *CURRENT SURVEY CONTROL
 CZ1278  ___________________________________________________________________
 CZ1278* NAD 83(1986)-  32 29 31.     (N)    111 46 41.     (W)     SCALED    
 CZ1278* NAVD 88     -       508.10   (+/-2cm)    1667.0    (feet)  VERTCON   
 CZ1278  ___________________________________________________________________
 CZ1278  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1278
 CZ1278.The horizontal coordinates were scaled from a topographic map and have
 CZ1278.an estimated accuracy of +/- 6 seconds.
 CZ1278
 CZ1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1278.The vertical order pertains to the NGVD 29 superseded value.
 CZ1278
 CZ1278.The geoid height was determined by GEOID03.
 CZ1278
 CZ1278;                    North         East    Units  Estimated Accuracy
 CZ1278;SPC AZ C     -   165,420.      226,390.      MT  (+/- 180 meters Scaled)
 CZ1278
 CZ1278                          SUPERSEDED SURVEY CONTROL
 CZ1278
 CZ1278  NGVD 29 (??/??/92)  507.541  (m)         1665.16   (f) ADJ UNCH    2 0
 CZ1278
 CZ1278.Superseded values are not recommended for survey control.
 CZ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1278.See file dsdata.txt to determine how the superseded data were derived.
 CZ1278
 CZ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA269952(NAD 83)
 CZ1278_MARKER: P = PIPE CAP
 CZ1278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1278_STAMPING: T11S R6E S6 S5 S7 S8 1916
 CZ1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1278
 CZ1278  HISTORY     - Date     Condition        Report By
 CZ1278  HISTORY     - 1916     MONUMENTED       USGLO
 CZ1278  HISTORY     - 1952     GOOD             NGS
 CZ1278
 CZ1278                          STATION DESCRIPTION
 CZ1278
 CZ1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1278'12.5 MI SE FROM JACKRABBIT.
 CZ1278'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1278'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 10.9 MILES EAST AND
 CZ1278'SOUTHEAST ALONG A TRACK ROAD, THENCE 1.0 MILE EAST ALONG A DIM TRACK
 CZ1278'ROAD, 28.2 MILES SOUTH OF THE SOUTHERN PACIFIC RAILROAD STATION AT
 CZ1278'TOLTEC, 0.5 MILE SOUTH OF THE Y JUNCTION OF A DIRT ROAD, LEADING
 CZ1278'SOUTHEAST, AT THE SOUTHWEST CORNER OF AN INTERSECTION OF THE TRACK
 CZ1278'ROADS, AT A POINT WHERE THE MAIN ROAD TURNS FROM EAST TO NORTH AT A T
 CZ1278'IN A FENCE LINE, 60 FEET WEST OF THE CENTER LINE OF THE NORTHSOUTH
 CZ1278'ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 1.0 FOOT
 CZ1278'NORTHWEST OF THE T IN THE FENCE, ABOUT LEVEL WITH THE ROADS RIVETED ON
 CZ1278'THE TOP OF A 2 INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1280 ***********************************************************************
 CZ1280  DESIGNATION -  T11S R6E SECS 5 6 CC
 CZ1280  PID         -  CZ1280
 CZ1280  STATE/COUNTY-  AZ/PINAL
 CZ1280  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1280
 CZ1280                         *CURRENT SURVEY CONTROL
 CZ1280  ___________________________________________________________________
 CZ1280* NAD 83(1986)-  32 30 23.     (N)    111 46 32.     (W)     SCALED    
 CZ1280* NAVD 88     -       504.06   (+/-2cm)    1653.7    (feet)  VERTCON   
 CZ1280  ___________________________________________________________________
 CZ1280  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1280
 CZ1280.The horizontal coordinates were scaled from a topographic map and have
 CZ1280.an estimated accuracy of +/- 6 seconds.
 CZ1280
 CZ1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1280.The vertical order pertains to the NGVD 29 superseded value.
 CZ1280
 CZ1280.The geoid height was determined by GEOID03.
 CZ1280
 CZ1280;                    North         East    Units  Estimated Accuracy
 CZ1280;SPC AZ C     -   167,020.      226,620.      MT  (+/- 180 meters Scaled)
 CZ1280
 CZ1280                          SUPERSEDED SURVEY CONTROL
 CZ1280
 CZ1280  NGVD 29 (??/??/92)  503.508  (m)         1651.93   (f) ADJ UNCH    2 0
 CZ1280
 CZ1280.Superseded values are not recommended for survey control.
 CZ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1280.See file dsdata.txt to determine how the superseded data were derived.
 CZ1280
 CZ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA271968(NAD 83)
 CZ1280_MARKER: P = PIPE CAP
 CZ1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1280_STAMPING: T10S R6E CC S6 S5 T11S 1916
 CZ1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1280
 CZ1280  HISTORY     - Date     Condition        Report By
 CZ1280  HISTORY     - 1916     MONUMENTED       USGLO
 CZ1280  HISTORY     - 1952     GOOD             NGS
 CZ1280
 CZ1280                          STATION DESCRIPTION
 CZ1280
 CZ1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1280'27.2 MI SW FROM TOLTEC.
 CZ1280'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1280'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1280'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1280'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1280'THENCE 7.4 MILES SOUTHWEST ALONG A DIRT ROAD, AT A POINT WHERE THE
 CZ1280'ROAD TURNS FROM WEST TO SOUTH, PASSING THROUGH A GATE, AT THE T
 CZ1280'JUNCTION OF A TRACK ROAD CONTINUING WEST, AT THE EAST GATE POST, ON
 CZ1280'THE PINAL-PIMA COMPANY LINE, AT A T IN A FENCE LINE, 15 FEET SOUTH OF
 CZ1280'THE CENTER LINE OF THE EASTWEST ROAD, 5 FEET EAST OF THE CENTER LINE
 CZ1280'OF THE ROAD LEADING SOUTH, 1.4 FEET WEST OF THE EAST GATE POST, ABOUT
 CZ1280'LEVEL WITH THE ROADS, RIVETED ON THE TOP OF A 2 INCH IRON PIPE
 CZ1280'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1275 ***********************************************************************
 CZ1275  DESIGNATION -  T11S R6E SECS 6 7 1/4 COR
 CZ1275  PID         -  CZ1275
 CZ1275  STATE/COUNTY-  AZ/PIMA
 CZ1275  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ1275
 CZ1275                         *CURRENT SURVEY CONTROL
 CZ1275  ___________________________________________________________________
 CZ1275* NAD 83(1986)-  32 29 29.     (N)    111 47 14.     (W)     SCALED    
 CZ1275* NAVD 88     -       507.69   (+/-2cm)    1665.6    (feet)  VERTCON   
 CZ1275  ___________________________________________________________________
 CZ1275  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ1275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1275
 CZ1275.The horizontal coordinates were scaled from a topographic map and have
 CZ1275.an estimated accuracy of +/- 6 seconds.
 CZ1275
 CZ1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1275.The vertical order pertains to the NGVD 29 superseded value.
 CZ1275
 CZ1275.The geoid height was determined by GEOID03.
 CZ1275
 CZ1275;                    North         East    Units  Estimated Accuracy
 CZ1275;SPC AZ C     -   165,360.      225,530.      MT  (+/- 180 meters Scaled)
 CZ1275
 CZ1275                          SUPERSEDED SURVEY CONTROL
 CZ1275
 CZ1275  NGVD 29 (??/??/92)  507.134  (m)         1663.82   (f) ADJ UNCH    2 0
 CZ1275
 CZ1275.Superseded values are not recommended for survey control.
 CZ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1275.See file dsdata.txt to determine how the superseded data were derived.
 CZ1275
 CZ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA260951(NAD 83)
 CZ1275_MARKER: P = PIPE CAP
 CZ1275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1275_STAMPING: 1/4 S6 S7 1916
 CZ1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1275
 CZ1275  HISTORY     - Date     Condition        Report By
 CZ1275  HISTORY     - 1916     MONUMENTED       USGLO
 CZ1275  HISTORY     - 1952     GOOD             NGS
 CZ1275
 CZ1275                          STATION DESCRIPTION
 CZ1275
 CZ1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1275'11.8 MI SE FROM JACKRABBIT.
 CZ1275'0.4 MILES NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1275'ABANDONED JACKRABBIT MINE  AT JACKRABBIT, THENCE 10.9 MILES EAST AND
 CZ1275'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.5 MILE EAST ALONG A DIM TRACK
 CZ1275'ROAD AND A FENCE LINE, 0.5 MILE WEST OF THE INTERSECTION OF TRACK
 CZ1275'ROADS, ABOUT 0.4 MILE EAST ALONG A FENCE LINE FROM THE SITE OF AN
 CZ1275'ABANDONED RANCH, IN LINE WITH A EASTWEST FENCE LINE, 8 FEET SOUTH OF
 CZ1275'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 0.7 FOOT EAST OF A
 CZ1275'FENCE POST BEARING A USGS METAL TAG STAMPED 1663.8 RIVETED ON THE TOP
 CZ1275'OF A 1 INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1540 ***********************************************************************
 DA1540  DESIGNATION -  T11S R6W SECS 3 4 9 10
 DA1540  PID         -  DA1540
 DA1540  STATE/COUNTY-  AZ/PIMA
 DA1540  USGS QUAD   -  CHILDS MOUNTAIN (1990)
 DA1540
 DA1540                         *CURRENT SURVEY CONTROL
 DA1540  ___________________________________________________________________
 DA1540* NAD 83(1992)-  32 29 27.04846(N)    112 52 52.43986(W)     ADJUSTED  
 DA1540* NAVD 88     -       409.05   (+/-2cm)    1342.0    (feet)  VERTCON   
 DA1540  ___________________________________________________________________
 DA1540  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DA1540  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA1540  HORZ ORDER  -  SECOND
 DA1540  VERT ORDER  -  THIRD ? (See Below)
 DA1540
 DA1540.The horizontal coordinates were established by classical geodetic methods
 DA1540.and adjusted by the National Geodetic Survey in August 1993.
 DA1540
 DA1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1540.The vertical order pertains to the NGVD 29 superseded value.
 DA1540
 DA1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1540
 DA1540.The geoid height was determined by GEOID03.
 DA1540
 DA1540;                    North         East     Units Scale Factor Converg.
 DA1540;SPC AZ C     -   165,702.025   122,711.213   MT  1.00000130   -0 31 05.4
 DA1540;SPC AZ C     -   543,641.81    402,595.84   iFT  1.00000130   -0 31 05.4
 DA1540;UTM  12      - 3,596,403.519   323,247.073   MT  0.99998526   -1 00 38.9
 DA1540
 DA1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1540!SPC AZ C     -   0.99994074  x   1.00000130  =   0.99994204
 DA1540!UTM  12      -   0.99994074  x   0.99998526  =   0.99992600
 DA1540
 DA1540                          SUPERSEDED SURVEY CONTROL
 DA1540
 DA1540  NAD 83(1986)-  32 29 27.04301(N)    112 52 52.44656(W) AD(       ) 2
 DA1540  NAD 27      -  32 29 26.83808(N)    112 52 49.88102(W) AD(       ) 2
 DA1540  NGVD 29 (07/19/86)  408.39   (m)         1339.9    (f) LEVELING    3  
 DA1540
 DA1540.Superseded values are not recommended for survey control.
 DA1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1540.See file dsdata.txt to determine how the superseded data were derived.
 DA1540
 DA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA2324796404(NAD 83)
 DA1540_MARKER: P = PIPE CAP
 DA1540_SETTING: 0 = UNSPECIFIED SETTING
 DA1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1540+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1540
 DA1540  HISTORY     - Date     Condition        Report By
 DA1540  HISTORY     - 1975     MONUMENTED       USGLO
 DA1540  HISTORY     - 20060220 GOOD             USPSQD
 DA1540  HISTORY     - 20070603 GOOD             GEOCAC
 DA1540
 DA1540                          STATION DESCRIPTION
 DA1540
 DA1540'DESCRIBED BY US GENERAL LAND OFFICE 1975 (TT)
 DA1540'THE STATION IS LOCATED ABOUT 33 MILES SOUTHWEST OF GILA BEND AND
 DA1540'8 MILES NORTH OF AJO ON THE AST SIDE OF STATE ROUTE 85.
 DA1540'
 DA1540'THE STATION IS A GENERAL LAND OFFICE DISK STAMPED T 11 S, R 6 W
 DA1540'4 3 9 10.  THE STATION IS A STANDARD US GLOS BRASS CAP SET ON A
 DA1540'2 INCH IRON PIPE PROJECTING 9-1/2 INCHES ABOVE GROUND LEVEL, 102
 DA1540'FEET EAST OF CENTERLINE OF HWY. 85, 2 FEET EAST OF THE EAST RIGHT
 DA1540'OF WAY FENCE LINE AND ABOUT 20 FEET EAST-SOUTHEAST OF STATION
 DA1540'CORNEZ.
 DA1540'
 DA1540'TO REACH THE STATION FROM MARTIN AVE. AND U.S. HWY. 80
 DA1540'IN GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE
 DA1540'AJO-STATE ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW
 DA1540'RAMP UNDER I-80 OVERPASS CONTINUE SOUTHERLY ON STATE
 DA1540'ROUTE 85 TO MILE POST 33.5 AND STATION ON THE LEFT (EAST).
 DA1540'
 DA1540'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1540
 DA1540                          STATION RECOVERY (2006)
 DA1540
 DA1540'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1540'RECOVERED AS DESCRIBED.
 DA1540
 DA1540                          STATION RECOVERY (2007)
 DA1540
 DA1540'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1996 ***********************************************************************
 CZ1996  DESIGNATION -  T11S R7E SEC 36 SE COR
 CZ1996  PID         -  CZ1996
 CZ1996  STATE/COUNTY-  AZ/PIMA
 CZ1996  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ1996
 CZ1996                         *CURRENT SURVEY CONTROL
 CZ1996  ___________________________________________________________________
 CZ1996* NAD 83(1992)-  32 25 20.69765(N)    111 35 25.85098(W)     ADJUSTED  
 CZ1996* NAVD 88     -       665.25   (+/-2cm)    2182.6    (feet)  VERTCON   
 CZ1996  ___________________________________________________________________
 CZ1996  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CZ1996  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1996  HORZ ORDER  -  THIRD
 CZ1996  VERT ORDER  -  THIRD ? (See Below)
 CZ1996
 CZ1996.The horizontal coordinates were established by classical geodetic methods
 CZ1996.and adjusted by the National Geodetic Survey in August 1993.
 CZ1996
 CZ1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1996.The vertical order pertains to the NGVD 29 superseded value.
 CZ1996
 CZ1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1996
 CZ1996.The geoid height was determined by GEOID03.
 CZ1996
 CZ1996;                    North         East     Units Scale Factor Converg.
 CZ1996;SPC AZ C     -   157,751.077   244,034.046   MT  0.99991160   +0 10 29.5
 CZ1996;SPC AZ C     -   517,556.03    800,636.63   iFT  0.99991160   +0 10 29.5
 CZ1996;UTM  12      - 3,587,412.288   444,479.595   MT  0.99963801   -0 18 59.8
 CZ1996
 CZ1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1996!SPC AZ C     -   0.99990028  x   0.99991160  =   0.99981189
 CZ1996!UTM  12      -   0.99990028  x   0.99963801  =   0.99953833
 CZ1996
 CZ1996:                Primary Azimuth Mark                     Grid Az
 CZ1996:SPC AZ C     -  SILVER BELL                              093 32 17.0
 CZ1996:UTM  12      -  SILVER BELL                              094 01 46.3
 CZ1996
 CZ1996|---------------------------------------------------------------------|
 CZ1996| PID    Reference Object                     Distance      Geod. Az  |
 CZ1996|                                                           dddmmss.s |
 CZ1996| CZ1997 SILVER BELL                         APPROX. 8.0 KM 0934246.5 |
 CZ1996|---------------------------------------------------------------------|
 CZ1996
 CZ1996                          SUPERSEDED SURVEY CONTROL
 CZ1996
 CZ1996  NAD 83(1986)-  32 25 20.69249(N)    111 35 25.85093(W) AD(       ) 3
 CZ1996  NAD 27      -  32 25 20.43500(N)    111 35 23.41700(W) AD(       ) 3
 CZ1996  NGVD 29 (07/19/86)  664.68   (m)         2180.7    (f) LEVELING    3  
 CZ1996
 CZ1996.Superseded values are not recommended for survey control.
 CZ1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1996.See file dsdata.txt to determine how the superseded data were derived.
 CZ1996
 CZ1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA4448087412(NAD 83)
 CZ1996_MARKER: I = METAL ROD
 CZ1996_SETTING: 0 = UNSPECIFIED SETTING
 CZ1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1996
 CZ1996  HISTORY     - Date     Condition        Report By
 CZ1996  HISTORY     - 1936     MONUMENTED       USGLO
 CZ1996
 CZ1996                          STATION DESCRIPTION
 CZ1996
 CZ1996'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 CZ1996'THE SOUTHEAST CORNER OF SEC. 36, T. 11 S., R. 7 E., MARKED
 CZ1996'BY A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE
 CZ1996'BLOCK 9 BY 15 BY 36 INCHES SET 34 INCHES IN GROUND.  THE
 CZ1996'CAP IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE
 CZ1996'1936-1916.  REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE
 CZ1996'BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN GROUND, IS 12.265
 CZ1996'METERS (40.24 FEET) WEST (MAGNETIC).  REFERENCE MARK NO. 2,
 CZ1996'A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 CZ1996'28 INCHES IN GROUND, IS 15.335 METERS (50.31 FEET) NORTH
 CZ1996'(MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0908 ***********************************************************************
 CZ0908  DESIGNATION -  T11S R83 SEC 31 SW COR RM 1
 CZ0908  PID         -  CZ0908
 CZ0908  STATE/COUNTY-  AZ/PIMA
 CZ0908  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0908
 CZ0908                         *CURRENT SURVEY CONTROL
 CZ0908  ___________________________________________________________________
 CZ0908* NAD 83(1986)-  32 25 20.     (N)    111 35 26.     (W)     SCALED    
 CZ0908* NAVD 88     -       664.99   (+/-2cm)    2181.7    (feet)  VERTCON   
 CZ0908  ___________________________________________________________________
 CZ0908  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0908
 CZ0908.The horizontal coordinates were scaled from a topographic map and have
 CZ0908.an estimated accuracy of +/- 6 seconds.
 CZ0908
 CZ0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0908.The vertical order pertains to the NGVD 29 superseded value.
 CZ0908
 CZ0908.The geoid height was determined by GEOID03.
 CZ0908
 CZ0908;                    North         East    Units  Estimated Accuracy
 CZ0908;SPC AZ C     -   157,730.      244,030.      MT  (+/- 180 meters Scaled)
 CZ0908
 CZ0908                          SUPERSEDED SURVEY CONTROL
 CZ0908
 CZ0908  NGVD 29 (??/??/92)  664.42   (m)         2179.9    (f) COMPUTED    2 0
 CZ0908
 CZ0908.Superseded values are not recommended for survey control.
 CZ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0908.See file dsdata.txt to determine how the superseded data were derived.
 CZ0908
 CZ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA444873(NAD 83)
 CZ0908_MARKER: DD = SURVEY DISK
 CZ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0908_STAMPING: R M N 1 1936
 CZ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0908+STABILITY: SURFACE MOTION
 CZ0908
 CZ0908  HISTORY     - Date     Condition        Report By
 CZ0908  HISTORY     - 1936     MONUMENTED       USGLO
 CZ0908  HISTORY     - 1952     GOOD             NGS
 CZ0908
 CZ0908                          STATION DESCRIPTION
 CZ0908
 CZ0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0908'2.15 MI W FROM SILVER BELL CEMETERY.
 CZ0908'SAME DESCRIPTION TO REACH AS THE STATION, 47.7 FEET SOUTHWEST OF THE
 CZ0908'NORTH GATE POST, 40.2 FEET WEST OF THE STATION, 12 FEET NORTHWEST OF
 CZ0908'THE CENTER LINE AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE
 CZ0908'POST PROJECTING 0.4 FOOT, AND ABOUT 1 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0909 ***********************************************************************
 CZ0909  DESIGNATION -  T11S R8E SEC 31 SW COR RM 2
 CZ0909  PID         -  CZ0909
 CZ0909  STATE/COUNTY-  AZ/PIMA
 CZ0909  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0909
 CZ0909                         *CURRENT SURVEY CONTROL
 CZ0909  ___________________________________________________________________
 CZ0909* NAD 83(1986)-  32 25 20.     (N)    111 35 25.     (W)     SCALED    
 CZ0909* NAVD 88     -       664.55   (+/-2cm)    2180.3    (feet)  VERTCON   
 CZ0909  ___________________________________________________________________
 CZ0909  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0909
 CZ0909.The horizontal coordinates were scaled from a topographic map and have
 CZ0909.an estimated accuracy of +/- 6 seconds.
 CZ0909
 CZ0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0909.The vertical order pertains to the NGVD 29 superseded value.
 CZ0909
 CZ0909.The geoid height was determined by GEOID03.
 CZ0909
 CZ0909;                    North         East    Units  Estimated Accuracy
 CZ0909;SPC AZ C     -   157,730.      244,060.      MT  (+/- 180 meters Scaled)
 CZ0909
 CZ0909                          SUPERSEDED SURVEY CONTROL
 CZ0909
 CZ0909  NGVD 29 (??/??/92)  663.983  (m)         2178.42   (f) ADJ UNCH    2 0
 CZ0909
 CZ0909.Superseded values are not recommended for survey control.
 CZ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0909.See file dsdata.txt to determine how the superseded data were derived.
 CZ0909
 CZ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA445873(NAD 83)
 CZ0909_MARKER: DD = SURVEY DISK
 CZ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0909_STAMPING: R M N 2 1936
 CZ0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0909+STABILITY: SURFACE MOTION
 CZ0909
 CZ0909  HISTORY     - Date     Condition        Report By
 CZ0909  HISTORY     - 1936     MONUMENTED       USGLO
 CZ0909  HISTORY     - 1952     GOOD             NGS
 CZ0909
 CZ0909                          STATION DESCRIPTION
 CZ0909
 CZ0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0909'2.15 MI W FROM SILVER BELL CEMETERY.
 CZ0909'SAME DESCRIPTION TO REACH AS THE STATION, DIRECTLY IN LINE WITH THE
 CZ0909'NORTH-SOUTH FENCE LINE, 50.3 FEET NORTH OF THE STATION, 39 1/2 FEET
 CZ0909'NORTH OF THE CENTER LINE OF AND ABOUT 2 FEET LOWER THAN THE ROAD, 28.6
 CZ0909'FEET NORTH OF THE NORTH GATE POST, AND SET IN A CONCRETE POST
 CZ0909'PROJECTING 0.4 FOOT, AND ABOUT 2 1/2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0627 ***********************************************************************
 CZ0627  DESIGNATION -  T11S R9 10E SECS 1 6 CC
 CZ0627  PID         -  CZ0627
 CZ0627  STATE/COUNTY-  AZ/PIMA
 CZ0627  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0627
 CZ0627                         *CURRENT SURVEY CONTROL
 CZ0627  ___________________________________________________________________
 CZ0627* NAD 83(1986)-  32 30 01.     (N)    111 22 49.     (W)     SCALED    
 CZ0627* NAVD 88     -       566.96   (+/-2cm)    1860.1    (feet)  VERTCON   
 CZ0627  ___________________________________________________________________
 CZ0627  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0627
 CZ0627.The horizontal coordinates were scaled from a topographic map and have
 CZ0627.an estimated accuracy of +/- 6 seconds.
 CZ0627
 CZ0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0627.The vertical order pertains to the NGVD 29 superseded value.
 CZ0627
 CZ0627.The geoid height was determined by GEOID03.
 CZ0627
 CZ0627;                    North         East    Units  Estimated Accuracy
 CZ0627;SPC AZ C     -   166,470.      263,760.      MT  (+/- 180 meters Scaled)
 CZ0627
 CZ0627                          SUPERSEDED SURVEY CONTROL
 CZ0627
 CZ0627  NGVD 29 (??/??/92)  566.482  (m)         1858.53   (f) ADJ UNCH    2 0
 CZ0627
 CZ0627.Superseded values are not recommended for survey control.
 CZ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0627.See file dsdata.txt to determine how the superseded data were derived.
 CZ0627
 CZ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA642959(NAD 83)
 CZ0627_MARKER: P = PIPE CAP
 CZ0627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0627_STAMPING: T 10 S S 1 R 9 E S 6 R 10 T 11 S 1911
 CZ0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0627
 CZ0627  HISTORY     - Date     Condition        Report By
 CZ0627  HISTORY     - 1911     MONUMENTED       USGLO
 CZ0627  HISTORY     - 1951     GOOD             NGS
 CZ0627
 CZ0627                          STATION DESCRIPTION
 CZ0627
 CZ0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0627'10.1 MI S FROM RED ROCK.
 CZ0627'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0627'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0627'ROAD, THENCE 4.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD, AT
 CZ0627'A Y JUNCTION FORMED BY THE MAIN ROAD AND A GRADED ROAD LEADING
 CZ0627'NORTHEAST AND AT A POINT WHERE THE LINE TURNS FROM A
 CZ0627'SOUTHWEST-NORTHEAST GRADED ROAD TO A DIRT ROAD LEADING SOUTHEAST, IN
 CZ0627'LINE WITH THE PROLONGATION OF THE DIRT ROAD, AND DIRECTLY IN LINE WITH
 CZ0627'THE EAST-WEST WIRE FENCE, 3.4 FEET NORTH OF BM X 292, AND RIVITED ON
 CZ0627'THE TOP OF A 2 INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE THE
 CZ0627'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1697 ***********************************************************************
 DB1697  DESIGNATION -  T12 11S R21 20W SEC 36
 DB1697  PID         -  DB1697
 DB1697  STATE/COUNTY-  AZ/YUMA
 DB1697  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB1697
 DB1697                         *CURRENT SURVEY CONTROL
 DB1697  ___________________________________________________________________
 DB1697* NAD 83(1992)-  32 25 19.65147(N)    114 21 30.39586(W)     ADJUSTED  
 DB1697* NAVD 88     -       143.12   (+/-2cm)     469.6    (feet)  VERTCON   
 DB1697  ___________________________________________________________________
 DB1697  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 DB1697  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DB1697  HORZ ORDER  -  THIRD
 DB1697  VERT ORDER  -  THIRD ? (See Below)
 DB1697
 DB1697.The horizontal coordinates were established by classical geodetic methods
 DB1697.and adjusted by the National Geodetic Survey in August 1993.
 DB1697
 DB1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1697.The vertical order pertains to the NGVD 29 superseded value.
 DB1697
 DB1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1697
 DB1697.The geoid height was determined by GEOID03.
 DB1697
 DB1697;                    North         East     Units Scale Factor Converg.
 DB1697;SPC AZ W     -   157,840.214   156,134.603   MT  0.99997370   -0 19 34.4
 DB1697;SPC AZ W     -   517,848.47    512,252.63   iFT  0.99997370   -0 19 34.4
 DB1697;UTM  11      - 3,590,298.031   748,396.945   MT  1.00036093   +1 25 01.2
 DB1697
 DB1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1697!SPC AZ W     -   0.99998288  x   0.99997370  =   0.99995658
 DB1697!UTM  11      -   0.99998288  x   1.00036093  =   1.00034380
 DB1697
 DB1697                          SUPERSEDED SURVEY CONTROL
 DB1697
 DB1697  NAD 83(1986)-  32 25 19.66051(N)    114 21 30.40769(W) AD(       ) 3
 DB1697  NGVD 29 (04/26/91)  142.44   (m)          467.3    (f) LEVELING    3  
 DB1697
 DB1697.Superseded values are not recommended for survey control.
 DB1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1697.See file dsdata.txt to determine how the superseded data were derived.
 DB1697
 DB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4839790298(NAD 83)
 DB1697_MARKER: DD = SURVEY DISK
 DB1697_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1697_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1697
 DB1697  HISTORY     - Date     Condition        Report By
 DB1697  HISTORY     - 1964     MONUMENTED       USGS
 DB1697
 DB1697                          STATION DESCRIPTION
 DB1697
 DB1697'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1697'LOCATED AT COR T11 12S R20 21W.  142.74 FT FROM USGS BM 49 BKC
 DB1697'1963.
 DB1697'
 DB1697'TO REACH NOT GIVEN.
 DB1697'
 DB1697'STATION MARK--GENERAL LAND OFFICE CAP, STAMPING UNKNOWN, ON IRON
 DB1697'PIPE PROJECTING 1 FT ABOVE GROUND.
 DB1697'
 DB1697'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1698 ***********************************************************************
 DB1698  DESIGNATION -  T12 11S R22 21W SECS 1 6 31 36
 DB1698  PID         -  DB1698
 DB1698  STATE/COUNTY-  AZ/YUMA
 DB1698  USGS QUAD   -  WEST OF VOPOKI RIDGE (1990)
 DB1698
 DB1698                         *CURRENT SURVEY CONTROL
 DB1698  ___________________________________________________________________
 DB1698* NAD 83(1992)-  32 25 19.71354(N)    114 27 36.90670(W)     ADJUSTED  
 DB1698* NAVD 88     -       111.3    (meters)     365.     (feet)  VERTCON   
 DB1698  ___________________________________________________________________
 DB1698  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 DB1698  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB1698  HORZ ORDER  -  THIRD
 DB1698
 DB1698.The horizontal coordinates were established by classical geodetic methods
 DB1698.and adjusted by the National Geodetic Survey in August 1993.
 DB1698
 DB1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1698
 DB1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1698
 DB1698.The geoid height was determined by GEOID03.
 DB1698
 DB1698;                    North         East     Units Scale Factor Converg.
 DB1698;SPC AZ W     -   157,901.208   146,559.106   MT  0.99998834   -0 22 50.9
 DB1698;SPC AZ W     -   518,048.58    480,836.96   iFT  0.99998834   -0 22 50.9
 DB1698;UTM  11      - 3,590,067.632   738,820.663   MT  1.00030339   +1 21 44.4
 DB1698
 DB1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1698!SPC AZ W     -   0.99998791  x   0.99998834  =   0.99997625
 DB1698!UTM  11      -   0.99998791  x   1.00030339  =   1.00029129
 DB1698
 DB1698                          SUPERSEDED SURVEY CONTROL
 DB1698
 DB1698  NAD 83(1986)-  32 25 19.72422(N)    114 27 36.91269(W) AD(       ) 3
 DB1698  NGVD 29 (04/26/91)  110.6    (m)          363.     (f) VERT ANG    3  
 DB1698
 DB1698.Superseded values are not recommended for survey control.
 DB1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1698.See file dsdata.txt to determine how the superseded data were derived.
 DB1698
 DB1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR3882190068(NAD 83)
 DB1698_MARKER: DD = SURVEY DISK
 DB1698_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1698_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1698
 DB1698  HISTORY     - Date     Condition        Report By
 DB1698  HISTORY     - 1964     MONUMENTED       USGS
 DB1698
 DB1698                          STATION DESCRIPTION
 DB1698
 DB1698'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1698'LOCATED AT SW COR SEC 31 T11S R21W.
 DB1698'
 DB1698'TO REACH NOT GIVEN.
 DB1698'
 DB1698'STATION MARK--GENERAL LAND OFFICE CAP
 DB1698'STAMPED---1 6 31 36 T11 12S R21 22W 1920---, ON PIPE PROJECTING 0.3
 DB1698'FT ABOVE GROUND.
 DB1698'
 DB1698'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1699 ***********************************************************************
 DB1699  DESIGNATION -  T12 11S R23 22W SECS 1 6 31 36
 DB1699  PID         -  DB1699
 DB1699  STATE/COUNTY-  AZ/YUMA
 DB1699  USGS QUAD   -  SOUTHEAST OF SOMERTON (1990)
 DB1699
 DB1699                         *CURRENT SURVEY CONTROL
 DB1699  ___________________________________________________________________
 DB1699* NAD 83(1992)-  32 25 19.84085(N)    114 33 44.80311(W)     ADJUSTED  
 DB1699* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 DB1699  ___________________________________________________________________
 DB1699  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DB1699  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DB1699  HORZ ORDER  -  THIRD
 DB1699
 DB1699.The horizontal coordinates were established by classical geodetic methods
 DB1699.and adjusted by the National Geodetic Survey in August 1993.
 DB1699
 DB1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1699
 DB1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1699
 DB1699.The geoid height was determined by GEOID03.
 DB1699
 DB1699;                    North         East     Units Scale Factor Converg.
 DB1699;SPC AZ W     -   157,973.613   136,947.338   MT  1.00000531   -0 26 08.2
 DB1699;SPC AZ W     -   518,286.13    449,302.29   iFT  1.00000531   -0 26 08.2
 DB1699;UTM  11      - 3,589,847.566   729,208.462   MT  1.00024790   +1 18 26.9
 DB1699
 DB1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1699!SPC AZ W     -   0.99999642  x   1.00000531  =   1.00000173
 DB1699!UTM  11      -   0.99999642  x   1.00024790  =   1.00024431
 DB1699
 DB1699                          SUPERSEDED SURVEY CONTROL
 DB1699
 DB1699  NAD 83(1986)-  32 25 19.84991(N)    114 33 44.81838(W) AD(       ) 3
 DB1699  NGVD 29 (04/26/91)   56.6    (m)          186.     (f) VERT ANG    3  
 DB1699
 DB1699.Superseded values are not recommended for survey control.
 DB1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1699.See file dsdata.txt to determine how the superseded data were derived.
 DB1699
 DB1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR2920889848(NAD 83)
 DB1699_MARKER: DD = SURVEY DISK
 DB1699_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1699_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1699
 DB1699  HISTORY     - Date     Condition        Report By
 DB1699  HISTORY     - 1964     MONUMENTED       USGS
 DB1699
 DB1699                          STATION DESCRIPTION
 DB1699
 DB1699'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1699'NO DESCRIPTION AVAILABLE.
 DB1699'
 DB1699'STATION MARK--GENERAL LAND OFFICE CAP
 DB1699'STAMPED---T11S R22 23W 36 31 1 6 T12S 1920---, ON PIPE PROJECTING 1
 DB1699'FT ABOVE GROUND.
 DB1699'
 DB1699'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1213 ***********************************************************************
 CY1213  DESIGNATION -  T12 11S R23E SECS 2 3 34 35
 CY1213  PID         -  CY1213
 CY1213  STATE/COUNTY-  AZ/GRAHAM
 CY1213  USGS QUAD   -  WEST OF GREASEWOOD MOUNTAIN (1985)
 CY1213
 CY1213                         *CURRENT SURVEY CONTROL
 CY1213  ___________________________________________________________________
 CY1213* NAD 83(1992)-  32 25 38.52292(N)    109 58 42.58523(W)     ADJUSTED  
 CY1213* NAVD 88     -      1312.8    (meters)    4307.     (feet)  VERTCON   
 CY1213  ___________________________________________________________________
 CY1213  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CY1213  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CY1213  HORZ ORDER  -  FIRST
 CY1213
 CY1213.The horizontal coordinates were established by classical geodetic methods
 CY1213.and adjusted by the National Geodetic Survey in August 1993.
 CY1213
 CY1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1213
 CY1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1213
 CY1213.The geoid height was determined by GEOID03.
 CY1213
 CY1213;                    North         East     Units Scale Factor Converg.
 CY1213;SPC AZ E     -   158,268.884   231,056.122   MT  0.99990386   +0 06 03.3
 CY1213;SPC AZ E     -   519,254.87    758,058.14   iFT  0.99990386   +0 06 03.3
 CY1213;UTM  12      - 3,588,266.860   596,038.476   MT  0.99971374   +0 32 52.1
 CY1213
 CY1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1213!SPC AZ E     -   0.99979818  x   0.99990386  =   0.99970206
 CY1213!UTM  12      -   0.99979818  x   0.99971374  =   0.99951198
 CY1213
 CY1213|---------------------------------------------------------------------|
 CY1213| PID    Reference Object                     Distance      Geod. Az  |
 CY1213|                                                           dddmmss.s |
 CY1213| CC8318 SULPHUR RM 3                          6.086 METERS 00411     |
 CY1213| CC8317 SULPHUR RM 2                          7.713 METERS 12336     |
 CY1213| CC8315 SULPHUR AZ MK                                      1765842.9 |
 CY1213| CC8316 SULPHUR RM 1                          5.308 METERS 21750     |
 CY1213| CZ1773 CAIRN 3 AND 1/2 MI N OF ROSE        APPROX. 7.7 KM 2840441.8 |
 CY1213|---------------------------------------------------------------------|
 CY1213
 CY1213                          SUPERSEDED SURVEY CONTROL
 CY1213
 CY1213  NAD 83(1986)-  32 25 38.51838(N)    109 58 42.58327(W) AD(       ) 1
 CY1213  NAD 27      -  32 25 38.26600(N)    109 58 40.31700(W) AD(       ) 1
 CY1213  NGVD 29 (07/19/86) 1312.0    (m)         4304.     (f) VERT ANG    3  
 CY1213
 CY1213.Superseded values are not recommended for survey control.
 CY1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1213.See file dsdata.txt to determine how the superseded data were derived.
 CY1213
 CY1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9603888267(NAD 83)
 CY1213_MARKER: DD = SURVEY DISK
 CY1213_SETTING: 0 = UNSPECIFIED SETTING
 CY1213
 CY1213  HISTORY     - Date     Condition        Report By
 CY1213  HISTORY     - 1946     MONUMENTED       USGLO
 CY1213
 CY1213                          STATION DESCRIPTION
 CY1213
 CY1213'DESCRIBED BY US GENERAL LAND OFFICE 1946 (CAE)
 CY1213'THE STATION IS LOCATED ABOUT 15 MILES NW OF WILLCOX, AIRLINE,
 CY1213'AND ABOUT 11 MILES S OF BONITA, AIRLINE, IN THE SULPHUR
 CY1213'SPRING VALLEY.  IT IS ON THE GRAHAM-COCHISE COUNTY LINE, AT
 CY1213'THE MONZINGO RANCH, AND ABOUT 100 YARDS W OF THE WILLCOX-BONITA
 CY1213'ROAD.
 CY1213'
 CY1213'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK IN WILLCOX,
 CY1213'GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO THE TEXCO STATION
 CY1213'ON THE RIGHT, AND A CROSSROAD.  TURN RIGHT HERE AND GO 0.3
 CY1213'MILE ON GRADED ROAD TO A T-INTERSECTION.  HERE JOG LEFT FOR
 CY1213'50 YARDS AND CONTINUE 0.2 MILE TO ANOTHER T-INTERSECTION.
 CY1213'TURN RIGHT HERE AND GO 1.0 MILE, THENCE TURN LEFT WITH THE
 CY1213'MACADAM ROAD AND GO 1.8 MILES TO A CROSSROAD.  TURN RIGHT
 CY1213'HERE, KEEPING ON THE MACADAM ROAD, AND GOING FOR 4.7 MILES.
 CY1213'THENCE TURN LEFT WITH THE MACADAM ROAD AND GO 1.85 MILES TO
 CY1213'THE END OF THE MACADAM ROAD.  KEEP STRAIGHT AHEAD ON THE
 CY1213'WELL GRADED GRAVEL ROAD FOR 0.95 MILE.  TURN RIGHT HERE WITH
 CY1213'THE MAIN TRAVELED GRADED GRAVEL ROAD AND GO 1.9 MILES TO
 CY1213'WHERE STATION MACK IS LOCATED ON THE RIGHT OR E SIDE OF
 CY1213'THE ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.8 MILES, THENCE
 CY1213'TURN LEFT WITH THE MAIN TRAVELED GRADED ROAD AND GO 1.9
 CY1213'MILES, THENCE TURN RIGHT WITH THE MAIN TRAVELED GRADED
 CY1213'ROAD AND GO 1.95 MILES, THENCE TURN LEFT AGAIN WITH THE
 CY1213'MAIN TRAVELED GRADED ROAD AND GO 1.0 MILE TO THE MONZINGO
 CY1213'RANCH AND WHERE THE MAIN ROAD TURNS RIGHT AGAIN.  HERE
 CY1213'CONTINUE STRAIGHT AHEAD THROUGH A RED WOODEN GATE.  AFTER
 CY1213'PASSING THROUGH THIS GATE TURN SHARP RIGHT AND PASS
 CY1213'THROUGH A SECOND GATE AND THEN TURN SHARP LEFT AND FOLLOW THE
 CY1213'FENCE W FOR ABOUT 75 YARDS TO THE END OF TRUCK TRAVEL
 CY1213'AND THE STATION.  (TO REACH THE AZIMUTH MARK FROM THE RED
 CY1213'GATE MENTIONED ABOVE, TURN SHARP LEFT AFTER PASSING THROUGH
 CY1213'THE GATE AND FOLLOW THE FENCE S FOR 0.45 MILE TO THE 4-INCH
 CY1213'SQUARE WHITE WITNESS POST AND THE AZIMUTH MARK.)
 CY1213'
 CY1213'THE STATION MARK IS A STANDARD GENERAL LAND OFFICE STATION
 CY1213'MARK, STAMPED T11S R23E S34 S35 S3 S2 T12S R23E 1913.  IT
 CY1213'PROJECTS ABOUT 8 INCHES ABOVE THE SURROUNDING SURFACE.  IT
 CY1213'IS LOCATED 28 FEET N OF THE CENTER OF A TRACK ROAD, 14 FEET
 CY1213'N OF THE FENCE, AND 13 FEET N OF A 4-INCH SQUARE WHITE WITNESS
 CY1213'POST.
 CY1213'
 CY1213'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CY1213'MARK, STAMPED SULPHUR NO 1 1940, AND SET IN A CYLINDRICAL
 CY1213'CONCRETE POST WHICH IS ABOUT 4 INCHES IN DIAMETER.  IT PROJECTS
 CY1213'ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED
 CY1213'SW OF THE STATION AND IS JUST SLIGHTLY LOWER.
 CY1213'
 CY1213'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CY1213'MARK, STAMPED SULPHUR NO 2 1940, AND SET IN A CYLINDRICAL
 CY1213'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURROUNDING
 CY1213'SURFACE.  IT IS ABOUT 4 INCHES IN DIAMETER.  IT IS LOCATED
 CY1213'ESE OF THE STATION AND ON THE SAME LEVEL.
 CY1213'
 CY1213'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK, STAMPED SULPHUR
 CY1213'USGLO NO 3 1946, AND SET IN A SQUARE CONCRETE POST WHICH
 CY1213'PROJECTS 4 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT
 CY1213'LEVEL WITH THE STATION AND IS LOCATED N OF THE STATION.
 CY1213'
 CY1213'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED SULPHUR
 CY1213'USGLO 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 CY1213'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 0.45 MILE
 CY1213'S OF THE STATION, ABOUT 150 FEET E OF A STONE BUILDING, 60
 CY1213'FEET S OF A GATE IN THE FENCE, 24 FEET W OF THE CENTER OF A
 CY1213'TRACK ROAD, 7.9 FEET SW OF A 4-INCH-SQUARE WHITE WITNESS POST,
 CY1213'AND 4.7 FEET W OF THE FENCE.
 CY1213'
 CY1213'HEIGHT OF LIGHT ABOVE STATION MARK - 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0907 ***********************************************************************
 CZ0907  DESIGNATION -  T12 11S R8E SECS 6 31 1/4 COR
 CZ0907  PID         -  CZ0907
 CZ0907  STATE/COUNTY-  AZ/PIMA
 CZ0907  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0907
 CZ0907                         *CURRENT SURVEY CONTROL
 CZ0907  ___________________________________________________________________
 CZ0907* NAD 83(1986)-  32 25 19.     (N)    111 35 26.     (W)     SCALED    
 CZ0907* NAVD 88     -       665.19   (+/-2cm)    2182.4    (feet)  VERTCON   
 CZ0907  ___________________________________________________________________
 CZ0907  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0907
 CZ0907.The horizontal coordinates were scaled from a topographic map and have
 CZ0907.an estimated accuracy of +/- 6 seconds.
 CZ0907
 CZ0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0907.The vertical order pertains to the NGVD 29 superseded value.
 CZ0907
 CZ0907.The geoid height was determined by GEOID03.
 CZ0907
 CZ0907;                    North         East    Units  Estimated Accuracy
 CZ0907;SPC AZ C     -   157,700.      244,030.      MT  (+/- 180 meters Scaled)
 CZ0907
 CZ0907                          SUPERSEDED SURVEY CONTROL
 CZ0907
 CZ0907  NGVD 29 (??/??/92)  664.614  (m)         2180.49   (f) ADJ UNCH    2 0
 CZ0907
 CZ0907.Superseded values are not recommended for survey control.
 CZ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0907.See file dsdata.txt to determine how the superseded data were derived.
 CZ0907
 CZ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA444873(NAD 83)
 CZ0907_MARKER: DD = SURVEY DISK
 CZ0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0907_STAMPING: T 11 S R 8 E S 31S6 T 12 S 1936 1916
 CZ0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0907+STABILITY: SURFACE MOTION
 CZ0907
 CZ0907  HISTORY     - Date     Condition        Report By
 CZ0907  HISTORY     - 1936     MONUMENTED       USGLO
 CZ0907  HISTORY     - 1952     GOOD             NGS
 CZ0907
 CZ0907                          STATION DESCRIPTION
 CZ0907
 CZ0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0907'2.15 MI W FROM SILVER BELL CEMETERY.
 CZ0907'2.15 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY, AT A
 CZ0907'POINT WHERE THE ROAD PASSES THROUGH A GATE, AT A T IN A FENCE LINE, 11
 CZ0907'FEET SOUTHEAST OF THE CENTER LINE AND ABOUT 1/2 FOOT HIGHER THAN THE
 CZ0907'ROAD, 4.5 FEET SOUTHEAST OF THE SOUTHEAST GATE POST, 3 FEET SOUTH OF
 CZ0907'THE WITNESS POST, 0.7 FOOT NORTH OF THE FENCE POST ATA T, AND SET IN A
 CZ0907'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1171 ***********************************************************************
 ES1171  DESIGNATION -  T12N R4E SECS 1 12 SC
 ES1171  PID         -  ES1171
 ES1171  STATE/COUNTY-  AZ/YAVAPAI
 ES1171  USGS QUAD   -  ARNOLD MESA (1967)
 ES1171
 ES1171                         *CURRENT SURVEY CONTROL
 ES1171  ___________________________________________________________________
 ES1171* NAD 83(1992)-  34 26 30.05946(N)    111 52 53.07686(W)     ADJUSTED  
 ES1171* NAVD 88     -      1762.8    (meters)    5783.     (feet)  VERTCON   
 ES1171  ___________________________________________________________________
 ES1171  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 ES1171  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 ES1171  HORZ ORDER  -  THIRD
 ES1171
 ES1171.The horizontal coordinates were established by classical geodetic methods
 ES1171.and adjusted by the National Geodetic Survey in August 1993.
 ES1171
 ES1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1171
 ES1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1171
 ES1171.The geoid height was determined by GEOID03.
 ES1171
 ES1171;                    North         East     Units Scale Factor Converg.
 ES1171;SPC AZ C     -   381,643.832   216,599.879   MT  0.99990013   +0 01 11.8
 ES1171;SPC AZ C     - 1,252,112.31    710,629.52   iFT  0.99990013   +0 01 11.8
 ES1171;UTM  12      - 3,811,482.967   419,026.216   MT  0.99968082   -0 29 54.7
 ES1171
 ES1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1171!SPC AZ C     -   0.99972744  x   0.99990013  =   0.99962760
 ES1171!UTM  12      -   0.99972744  x   0.99968082  =   0.99940835
 ES1171
 ES1171                          SUPERSEDED SURVEY CONTROL
 ES1171
 ES1171  NAD 83(1992)-  34 26 30.04192(N)    111 52 53.08054(W) AD(       ) 3
 ES1171  NGVD 29 (10/09/91) 1762.0    (m)         5781.     (f) VERT ANG    3  
 ES1171
 ES1171.Superseded values are not recommended for survey control.
 ES1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1171.See file dsdata.txt to determine how the superseded data were derived.
 ES1171
 ES1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1902611483(NAD 83)
 ES1171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1171
 ES1171  HISTORY     - Date     Condition        Report By
 ES1171  HISTORY     - UNK      MONUMENTED       USGLO
 ES1171  HISTORY     - 1966     GOOD             USGS
 ES1171
 ES1171                          STATION DESCRIPTION
 ES1171
 ES1171'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1171'LOCATED ABOUT 12 MI NW. OF CHILDS, 9 MI SW. OF CAMP VERDE, 2 MI
 ES1171'SW. OF SQUAW PEAK.
 ES1171'
 ES1171'REACHED BY HELICOPTER.
 ES1171'
 ES1171'STATION MARK--GLO CAP STAMPED---T12N S1 S12 R4E---, ON PIPE
 ES1171'PROJECTING 1.5 FT. ABOVE GROUND.
 ES1171'
 ES1171'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1174 ***********************************************************************
 ES1174  DESIGNATION -  T12N R7 8E SECS 19 24 25 30
 ES1174  PID         -  ES1174
 ES1174  STATE/COUNTY-  AZ/YAVAPAI
 ES1174  USGS QUAD   -  STRAWBERRY (1967)
 ES1174
 ES1174                         *CURRENT SURVEY CONTROL
 ES1174  ___________________________________________________________________
 ES1174* NAD 83(1992)-  34 24 15.44677(N)    111 33 15.40572(W)     ADJUSTED  
 ES1174* NAVD 88     -      1783.8    (meters)    5852.     (feet)  VERTCON   
 ES1174  ___________________________________________________________________
 ES1174  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 ES1174  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 ES1174  HORZ ORDER  -  THIRD
 ES1174
 ES1174.The horizontal coordinates were established by classical geodetic methods
 ES1174.and adjusted by the National Geodetic Survey in August 1993.
 ES1174
 ES1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1174
 ES1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1174
 ES1174.The geoid height was determined by GEOID03.
 ES1174
 ES1174;                    North         East     Units Scale Factor Converg.
 ES1174;SPC AZ C     -   377,555.273   246,676.381   MT  0.99991368   +0 12 17.1
 ES1174;SPC AZ C     - 1,238,698.40    809,305.71   iFT  0.99991368   +0 12 17.1
 ES1174;SPC AZ E     -   378,368.721    85,784.425   MT  1.00010056   -0 47 02.9
 ES1174;SPC AZ E     - 1,241,367.19    281,444.96   iFT  1.00010056   -0 47 02.9
 ES1174;UTM  12      - 3,807,123.647   449,056.984   MT  0.99963199   -0 18 47.5
 ES1174
 ES1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1174!SPC AZ C     -   0.99972403  x   0.99991368  =   0.99963773
 ES1174!SPC AZ E     -   0.99972403  x   1.00010056  =   0.99982456
 ES1174!UTM  12      -   0.99972403  x   0.99963199  =   0.99935612
 ES1174
 ES1174                          SUPERSEDED SURVEY CONTROL
 ES1174
 ES1174  NAD 83(1992)-  34 24 15.44123(N)    111 33 15.40842(W) AD(       ) 3
 ES1174  NGVD 29 (10/09/91) 1783.0    (m)         5850.     (f) VERT ANG    3  
 ES1174
 ES1174.Superseded values are not recommended for survey control.
 ES1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1174.See file dsdata.txt to determine how the superseded data were derived.
 ES1174
 ES1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4905707124(NAD 83)
 ES1174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1174
 ES1174  HISTORY     - Date     Condition        Report By
 ES1174  HISTORY     - UNK      MONUMENTED
 ES1174  HISTORY     - 1966     GOOD             USGS
 ES1174
 ES1174                          STATION DESCRIPTION
 ES1174
 ES1174'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1174'LOCATED 7 MI NW. OF PINE.  ALONG HWY. LEADING TO COTTONWOOD, 500
 ES1174'FT. NE. OF OLD BARN.
 ES1174'
 ES1174'TO REACH NOT GIVEN.
 ES1174'
 ES1174'STATION MARK--4-INCH BRASS CAP STAMPED---FOREST RESERVE BOUNDARY
 ES1174'POST NO 57 A 1903 R8E S30 T12N S19 S24 S25 R7E---, ON 3-1/2-INCH
 ES1174'IRON PIPE PROJECTING 1.6 FT. ABOVE GROUND.
 ES1174'
 ES1174'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0649 ***********************************************************************
 CZ0649  DESIGNATION -  T12S R10 11E SECS 13 18 19 24
 CZ0649  PID         -  CZ0649
 CZ0649  STATE/COUNTY-  AZ/PIMA
 CZ0649  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0649
 CZ0649                         *CURRENT SURVEY CONTROL
 CZ0649  ___________________________________________________________________
 CZ0649* NAD 83(1986)-  32 22 42.     (N)    111 22 21.     (W)     SCALED    
 CZ0649* NAVD 88     -       630.99   (+/-2cm)    2070.2    (feet)  VERTCON   
 CZ0649  ___________________________________________________________________
 CZ0649  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0649
 CZ0649.The horizontal coordinates were scaled from a topographic map and have
 CZ0649.an estimated accuracy of +/- 6 seconds.
 CZ0649
 CZ0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0649.The vertical order pertains to the NGVD 29 superseded value.
 CZ0649
 CZ0649.The geoid height was determined by GEOID03.
 CZ0649
 CZ0649;                    North         East    Units  Estimated Accuracy
 CZ0649;SPC AZ C     -   152,950.      264,560.      MT  (+/- 180 meters Scaled)
 CZ0649
 CZ0649                          SUPERSEDED SURVEY CONTROL
 CZ0649
 CZ0649  NGVD 29 (??/??/92)  630.427  (m)         2068.33   (f) ADJ UNCH    2 0
 CZ0649
 CZ0649.Superseded values are not recommended for survey control.
 CZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0649.See file dsdata.txt to determine how the superseded data were derived.
 CZ0649
 CZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA649824(NAD 83)
 CZ0649_MARKER: P = PIPE CAP
 CZ0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0649_STAMPING: T12S S13 S18 S19 S24 1922 R9E R10E
 CZ0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0649
 CZ0649  HISTORY     - Date     Condition        Report By
 CZ0649  HISTORY     - 1922     MONUMENTED       USGLO
 CZ0649  HISTORY     - 1962     POOR             NGS
 CZ0649
 CZ0649                          STATION DESCRIPTION
 CZ0649
 CZ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0649'19.5 MI W FROM CORTARO.
 CZ0649'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE IN
 CZ0649'CORTARO, THENCE 15.3 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.5
 CZ0649'MILE NORTH ALONG A GRAVELED ROAD, 0.6 FOOT EAST OF A NORTHEAST FENCE
 CZ0649'CORNER, 1.3 FEET SOUTH OF A WHITE WITNESS POST, A METAL CAP RIVETED TO
 CZ0649'THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0693 ***********************************************************************
 CZ0693  DESIGNATION -  T12S R11E SECS 29 30 31 32
 CZ0693  PID         -  CZ0693
 CZ0693  STATE/COUNTY-  AZ/PIMA
 CZ0693  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0693
 CZ0693                         *CURRENT SURVEY CONTROL
 CZ0693  ___________________________________________________________________
 CZ0693* NAD 83(1986)-  32 21 08.     (N)    111 15 02.     (W)     SCALED    
 CZ0693* NAVD 88     -       627.89   (+/-2cm)    2060.0    (feet)  VERTCON   
 CZ0693  ___________________________________________________________________
 CZ0693  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0693  VERT ORDER  -  ? (See Below)
 CZ0693
 CZ0693.The horizontal coordinates were scaled from a topographic map and have
 CZ0693.an estimated accuracy of +/- 6 seconds.
 CZ0693
 CZ0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0693.The vertical order pertains to the NGVD 29 superseded value.
 CZ0693
 CZ0693.The geoid height was determined by GEOID03.
 CZ0693
 CZ0693;                    North         East    Units  Estimated Accuracy
 CZ0693;SPC AZ C     -   150,120.      276,060.      MT  (+/- 180 meters Scaled)
 CZ0693
 CZ0693                          SUPERSEDED SURVEY CONTROL
 CZ0693
 CZ0693  NGVD 29 (??/??/92)  627.284  (m)         2058.01   (f) ADJ UNCH    ?  
 CZ0693
 CZ0693.Superseded values are not recommended for survey control.
 CZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0693.See file dsdata.txt to determine how the superseded data were derived.
 CZ0693
 CZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA764795(NAD 83)
 CZ0693_MARKER: P = PIPE CAP
 CZ0693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0693_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0693_STAMPING: T 12 S R 11 E S 30 S 29 S 31 S 32 1913
 CZ0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0693
 CZ0693  HISTORY     - Date     Condition        Report By
 CZ0693  HISTORY     - 1913     MONUMENTED       USGLO
 CZ0693  HISTORY     - 1951     GOOD             NGS
 CZ0693  HISTORY     - 1967     POOR             USGS
 CZ0693
 CZ0693                          STATION DESCRIPTION
 CZ0693
 CZ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0693'10.6 MI W FROM RILLITO.
 CZ0693'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0693'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0693'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 4.3 MILES
 CZ0693'NORTHWEST ALONG SILVER BELL ROAD THRU MARANA NO 2 AIRPORT, THENCE 1.6
 CZ0693'MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 3.2 MILES SOUTH ALONG A
 CZ0693'TRACK ROAD, 0.05 MILE EAST OF AN ELECTRIC IRRIGATION PUMP, AT THE
 CZ0693'CORNER OF A NORTH-SOUTH AND EAST-WEST FENCE LINE, 151 FEET SOUTH OF
 CZ0693'(USC AND GS BM K 292), 116 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CZ0693'29.6 FEET EAST OF A POWER LINE POLE, 16.8 FEET SOUTHEAST OF A FENCE
 CZ0693'CORNER, RIVITED ON THE TOP OF A 1 1/2 INCH IRON PIPE, PROJECTING 1.5
 CZ0693'FEET ABOVE THE GROUND.  NOTE-- THIS MARK IS LOOSE IN THE GROUND AND IS
 CZ0693'LEANING TO THE NORTH.
 CZ0693
 CZ0693                          STATION RECOVERY (1967)
 CZ0693
 CZ0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0693'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0694 ***********************************************************************
 CZ0694  DESIGNATION -  T12S R11E SECS 31 32 SC
 CZ0694  PID         -  CZ0694
 CZ0694  STATE/COUNTY-  AZ/PIMA
 CZ0694  USGS QUAD   -  AVRA (1992)
 CZ0694
 CZ0694                         *CURRENT SURVEY CONTROL
 CZ0694  ___________________________________________________________________
 CZ0694* NAD 83(1986)-  32 20 07.     (N)    111 15 01.     (W)     SCALED    
 CZ0694* NAVD 88     -       637.08   (+/-2cm)    2090.2    (feet)  VERTCON   
 CZ0694  ___________________________________________________________________
 CZ0694  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CZ0694  VERT ORDER  -  ? (See Below)
 CZ0694
 CZ0694.The horizontal coordinates were scaled from a topographic map and have
 CZ0694.an estimated accuracy of +/- 6 seconds.
 CZ0694
 CZ0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0694.The vertical order pertains to the NGVD 29 superseded value.
 CZ0694
 CZ0694.The geoid height was determined by GEOID03.
 CZ0694
 CZ0694;                    North         East    Units  Estimated Accuracy
 CZ0694;SPC AZ C     -   148,240.      276,090.      MT  (+/- 180 meters Scaled)
 CZ0694
 CZ0694                          SUPERSEDED SURVEY CONTROL
 CZ0694
 CZ0694  NGVD 29 (??/??/92)  636.462  (m)         2088.13   (f) ADJ UNCH    ?  
 CZ0694
 CZ0694.Superseded values are not recommended for survey control.
 CZ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0694.See file dsdata.txt to determine how the superseded data were derived.
 CZ0694
 CZ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA764776(NAD 83)
 CZ0694_MARKER: P = PIPE CAP
 CZ0694_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0694_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0694_STAMPING: SEE TEXT
 CZ0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0694
 CZ0694  HISTORY     - Date     Condition        Report By
 CZ0694  HISTORY     - 1913     MONUMENTED       USGLO
 CZ0694  HISTORY     - 1967     POOR             USGS
 CZ0694  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ0694
 CZ0694                          STATION DESCRIPTION
 CZ0694
 CZ0694'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0694'11.7 MI W FROM RILLITO.
 CZ0694'TO REACH FROM POSTOFFICE AT RILLITO GO SOUTH ON U.S. INTERSTATE 10 FOR
 CZ0694'1.5 MILES TO AVRA VALLEY ROAD.  TURN RIGHT (WEST) AND GO 5.0 MILES TO
 CZ0694'SANDARIO ROAD.  TURN LEFT (SOUTH) AND GO 5.1 MILES TO PICTURE ROCKS
 CZ0694'ROAD.  TURN RIGHT (WEST) AND GO 1.9 MILES TO A TRACK ROAD AT
 CZ0694'POWERLINE.  TURN RIGHT (NORTH) AND GO 0.5 MILES TO A FENCE CORNER.
 CZ0694'STATION IS ABOUT 20 FEET EAST OF THE FENCE CORNER, AND 29.46 FEET
 CZ0694'SOUTHWEST OF USGS STATION K-11.  STAMPED T 12 S T 11 S R 15 E R 16 E S
 CZ0694'31 S 32 S 36 S 37 1913.
 CZ0694
 CZ0694                          STATION RECOVERY (1997)
 CZ0694
 CZ0694'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1489 ***********************************************************************
 DA1489  DESIGNATION -  T12S R2W SEC 25 SE COR
 DA1489  PID         -  DA1489
 DA1489  STATE/COUNTY-  AZ/PIMA
 DA1489  USGS QUAD   -  HICKIWAN (1990)
 DA1489
 DA1489                         *CURRENT SURVEY CONTROL
 DA1489  ___________________________________________________________________
 DA1489* NAD 83(1992)-  32 20 44.21008(N)    112 25 13.84979(W)     ADJUSTED  
 DA1489* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 DA1489  ___________________________________________________________________
 DA1489  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DA1489  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DA1489  HORZ ORDER  -  THIRD
 DA1489
 DA1489.The horizontal coordinates were established by classical geodetic methods
 DA1489.and adjusted by the National Geodetic Survey in August 1993.
 DA1489
 DA1489.The orthometric height was scaled from a topographic map.
 DA1489
 DA1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1489
 DA1489.The geoid height was determined by GEOID03.
 DA1489
 DA1489;                    North         East     Units Scale Factor Converg.
 DA1489;SPC AZ C     -   149,299.831   165,933.834   MT  0.99992773   -0 16 10.5
 DA1489;SPC AZ C     -   489,828.84    544,402.34   iFT  0.99992773   -0 16 10.5
 DA1489;UTM  12      - 3,579,632.126   366,324.720   MT  0.99982036   -0 45 36.4
 DA1489
 DA1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1489!SPC AZ C     -   0.99989862  x   0.99992773  =   0.99982635
 DA1489!UTM  12      -   0.99989862  x   0.99982036  =   0.99971899
 DA1489
 DA1489:                Primary Azimuth Mark                     Grid Az
 DA1489:SPC AZ C     -  GRANDE                                   170 34 06.3
 DA1489:UTM  12      -  GRANDE                                   171 03 32.2
 DA1489
 DA1489|---------------------------------------------------------------------|
 DA1489| PID    Reference Object                     Distance      Geod. Az  |
 DA1489|                                                           dddmmss.s |
 DA1489| DA1490 GRANDE                              APPROX. 6.4 KM 1701755.8 |
 DA1489|---------------------------------------------------------------------|
 DA1489
 DA1489                          SUPERSEDED SURVEY CONTROL
 DA1489
 DA1489  NAD 83(1986)-  32 20 44.20239(N)    112 25 13.85243(W) AD(       ) 3
 DA1489  NAD 27      -  32 20 43.98200(N)    112 25 11.34800(W) AD(       ) 3
 DA1489
 DA1489.Superseded values are not recommended for survey control.
 DA1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1489.See file dsdata.txt to determine how the superseded data were derived.
 DA1489
 DA1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6632579632(NAD 83)
 DA1489_MARKER: P = PIPE CAP
 DA1489_SETTING: 0 = UNSPECIFIED SETTING
 DA1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1489
 DA1489  HISTORY     - Date     Condition        Report By
 DA1489  HISTORY     - 1936     MONUMENTED       USGLO
 DA1489
 DA1489                          STATION DESCRIPTION
 DA1489
 DA1489'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1489'THE SOUTHEAST CORNER OF SEC. 25, T. 12 S., R. 2 W., MARKED BY
 DA1489'A 2-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 DA1489'9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE CAP IS STAMPED
 DA1489'WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1924.  REFERENCE
 DA1489'MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30
 DA1489'INCHES SET 26 INCHES IN GROUND, IS 257.97 METERS (846.4 FEET)
 DA1489'N. 2 DEG 15 MIN W. (MAGNETIC).  REFERENCE MARK NO. 2, A BRASS
 DA1489'CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES
 DA1489'IN GROUND, IS 16.495 METERS (54.12 FEET) N. 73 DEG 54 MIN W.
 DA1489'(MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2017 ***********************************************************************
 CZ2017  DESIGNATION -  T12S R4E SEC 36 SE COR
 CZ2017  PID         -  CZ2017
 CZ2017  STATE/COUNTY-  AZ/PIMA
 CZ2017  USGS QUAD   -  SANTA ROSA MOUNTAINS SW (1989)
 CZ2017
 CZ2017                         *CURRENT SURVEY CONTROL
 CZ2017  ___________________________________________________________________
 CZ2017* NAD 83(1992)-  32 19 50.91289(N)    111 54 33.06967(W)     ADJUSTED  
 CZ2017* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 CZ2017  ___________________________________________________________________
 CZ2017  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CZ2017  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 CZ2017  HORZ ORDER  -  THIRD
 CZ2017
 CZ2017.The horizontal coordinates were established by classical geodetic methods
 CZ2017.and adjusted by the National Geodetic Survey in August 1993.
 CZ2017
 CZ2017.The orthometric height was scaled from a topographic map.
 CZ2017
 CZ2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2017
 CZ2017.The geoid height was determined by GEOID03.
 CZ2017
 CZ2017;                    North         East     Units Scale Factor Converg.
 CZ2017;SPC AZ C     -   147,546.708   214,064.250   MT  0.99990001   +0 00 14.4
 CZ2017;SPC AZ C     -   484,077.13    702,310.53   iFT  0.99990001   +0 00 14.4
 CZ2017;UTM  12      - 3,577,467.458   414,430.738   MT  0.99969029   -0 29 10.6
 CZ2017
 CZ2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2017!SPC AZ C     -   0.99991757  x   0.99990001  =   0.99981759
 CZ2017!UTM  12      -   0.99991757  x   0.99969029  =   0.99960789
 CZ2017
 CZ2017                          SUPERSEDED SURVEY CONTROL
 CZ2017
 CZ2017  NAD 83(1986)-  32 19 50.90574(N)    111 54 33.07373(W) AD(       ) 3
 CZ2017  NAD 27      -  32 19 50.65900(N)    111 54 30.59900(W) AD(       ) 3
 CZ2017
 CZ2017.Superseded values are not recommended for survey control.
 CZ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2017.See file dsdata.txt to determine how the superseded data were derived.
 CZ2017
 CZ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA1443177467(NAD 83)
 CZ2017_MARKER: P = PIPE CAP
 CZ2017_SETTING: 0 = UNSPECIFIED SETTING
 CZ2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2017
 CZ2017  HISTORY     - Date     Condition        Report By
 CZ2017  HISTORY     - 1936     MONUMENTED       USGLO
 CZ2017
 CZ2017                          STATION DESCRIPTION
 CZ2017
 CZ2017'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 CZ2017'THE SOUTHEAST CORNER OF SEC. 36, T. 12 S., R. 4 E., MARKED
 CZ2017'BY A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 CZ2017'9 BY 15 BY 36 INCHES SET 30 INCHES IN GROUND.  THE CAP IS STAMPED
 CZ2017'WITH THE SECTION, TOWNSHIP, RANGE AND DATE 1936-1924.  REFERENCE
 CZ2017'MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30
 CZ2017'INCHES SET 26 INCHES IN GROUND, IS 14.51 METERS (47.6 FEET)
 CZ2017'N. 45 DEG W. (MAGNETIC).  REFERENCE MARK NO. 2, A BRASS CAP
 CZ2017'SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN
 CZ2017'GROUND, IS 13.26 METERS (43.5 FEET) S. 45 DEG E. (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0943 ***********************************************************************
 CZ0943  DESIGNATION -  T12S R8E SECS 16 17 20 21
 CZ0943  PID         -  CZ0943
 CZ0943  STATE/COUNTY-  AZ/PIMA
 CZ0943  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0943
 CZ0943                         *CURRENT SURVEY CONTROL
 CZ0943  ___________________________________________________________________
 CZ0943* NAD 83(1986)-  32 22 29.     (N)    111 32 34.     (W)     SCALED    
 CZ0943* NAVD 88     -       728.35   (+/-2cm)    2389.6    (feet)  VERTCON   
 CZ0943  ___________________________________________________________________
 CZ0943  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0943
 CZ0943.The horizontal coordinates were scaled from a topographic map and have
 CZ0943.an estimated accuracy of +/- 6 seconds.
 CZ0943
 CZ0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0943.The vertical order pertains to the NGVD 29 superseded value.
 CZ0943
 CZ0943.The geoid height was determined by GEOID03.
 CZ0943
 CZ0943;                    North         East    Units  Estimated Accuracy
 CZ0943;SPC AZ C     -   152,480.      248,540.      MT  (+/- 180 meters Scaled)
 CZ0943
 CZ0943                          SUPERSEDED SURVEY CONTROL
 CZ0943
 CZ0943  NGVD 29 (??/??/92)  727.752  (m)         2387.63   (f) ADJ UNCH    2 0
 CZ0943
 CZ0943.Superseded values are not recommended for survey control.
 CZ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0943.See file dsdata.txt to determine how the superseded data were derived.
 CZ0943
 CZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA489821(NAD 83)
 CZ0943_MARKER: P = PIPE CAP
 CZ0943_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0943_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0943_STAMPING: T 12 S R 8 E S 17 S 16 1925 S 20 S 21
 CZ0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0943
 CZ0943  HISTORY     - Date     Condition        Report By
 CZ0943  HISTORY     - 1925     MONUMENTED       USGLO
 CZ0943  HISTORY     - 1951     GOOD             NGS
 CZ0943
 CZ0943                          STATION DESCRIPTION
 CZ0943
 CZ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0943'5.6 MI SE FROM SILVER BELL.
 CZ0943'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY,
 CZ0943'THENCE 5.5 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT THE BOUNDRY OF THE
 CZ0943'PAPAGO INDIAN RESERVATION, 40 FEET WEST OF THE CENTER LINE OF THE
 CZ0943'ROAD, 37.2 FEET WEST OF THE WEST GATE POST OF A GATE ACROSS THE ROAD,
 CZ0943'2.9 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHEAST OF THE SOUTHEAST BANK
 CZ0943'OF A WASH, RIVITED ON THE TOP OF A 2 1/2 INCH IRON PIPE, PROJECTING 1
 CZ0943'FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0653 ***********************************************************************
 CZ0653  DESIGNATION -  T12S R9 10E SECS 1 6 1/4 COR
 CZ0653  PID         -  CZ0653
 CZ0653  STATE/COUNTY-  AZ/PIMA
 CZ0653  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0653
 CZ0653                         *CURRENT SURVEY CONTROL
 CZ0653  ___________________________________________________________________
 CZ0653* NAD 83(1986)-  32 24 56.     (N)    111 22 20.     (W)     SCALED    
 CZ0653* NAVD 88     -       618.52   (+/-2cm)    2029.3    (feet)  VERTCON   
 CZ0653  ___________________________________________________________________
 CZ0653  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0653
 CZ0653.The horizontal coordinates were scaled from a topographic map and have
 CZ0653.an estimated accuracy of +/- 6 seconds.
 CZ0653
 CZ0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0653.The vertical order pertains to the NGVD 29 superseded value.
 CZ0653
 CZ0653.The geoid height was determined by GEOID03.
 CZ0653
 CZ0653;                    North         East    Units  Estimated Accuracy
 CZ0653;SPC AZ C     -   157,070.      264,570.      MT  (+/- 180 meters Scaled)
 CZ0653
 CZ0653                          SUPERSEDED SURVEY CONTROL
 CZ0653
 CZ0653  NGVD 29 (??/??/92)  617.98   (m)         2027.5    (f) COMPUTED    2 0
 CZ0653
 CZ0653.Superseded values are not recommended for survey control.
 CZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0653.See file dsdata.txt to determine how the superseded data were derived.
 CZ0653
 CZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA650865(NAD 83)
 CZ0653_MARKER: P = PIPE CAP
 CZ0653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ0653_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ0653_STAMPING: S1 1/4 S6 1922
 CZ0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0653
 CZ0653  HISTORY     - Date     Condition        Report By
 CZ0653  HISTORY     - 1922     MONUMENTED       USGLO
 CZ0653  HISTORY     - 1952     GOOD             NGS
 CZ0653
 CZ0653                          STATION DESCRIPTION
 CZ0653
 CZ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0653'22.7 MI W FROM RILLITO.
 CZ0653'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0653'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0653'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0653'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0653'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0653'TO MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD TO
 CZ0653'AN INTERSECTION, THENCE 3.1 MILES NORTH ALONG A GRAVEL ROAD, A BRONZE
 CZ0653'CAP RIVETED TO THE TOP OF A 3/4 INCH PIPE, PROJECTING 1 FOOT ABOVE THE
 CZ0653'GROUND, 305 FEET SOUTHWEST OF (USC AND GS BM X 294), 145 FEET EAST OF
 CZ0653'THE CENTER LINE OF THE ROAD, 76 FEET SOUTHEAST OF A LONE MESQUITE
 CZ0653'TREE, 1.9 FEET EAST OF THE WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 CZ0653'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0127 ***********************************************************************
 ET0127  DESIGNATION -  T13N R1 1/2 2E SEC 1 6 CC
 ET0127  PID         -  ET0127
 ET0127  STATE/COUNTY-  AZ/YAVAPAI
 ET0127  USGS QUAD   -  HUMBOLDT (1973)
 ET0127
 ET0127                         *CURRENT SURVEY CONTROL
 ET0127  ___________________________________________________________________
 ET0127* NAD 83(1986)-  34 32 42.     (N)    112 10 48.     (W)     SCALED    
 ET0127* NAVD 88     -      1522.24   (+/-2cm)    4994.2    (feet)  VERTCON   
 ET0127  ___________________________________________________________________
 ET0127  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 ET0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0127
 ET0127.The horizontal coordinates were scaled from a topographic map and have
 ET0127.an estimated accuracy of +/- 6 seconds.
 ET0127
 ET0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0127.The vertical order pertains to the NGVD 29 superseded value.
 ET0127
 ET0127.The geoid height was determined by GEOID03.
 ET0127
 ET0127;                    North         East    Units  Estimated Accuracy
 ET0127;SPC AZ C     -   393,140.      189,190.      MT  (+/- 180 meters Scaled)
 ET0127
 ET0127                          SUPERSEDED SURVEY CONTROL
 ET0127
 ET0127  NGVD 29 (??/??/92) 1521.417  (m)         4991.52   (f) ADJ UNCH    2 0
 ET0127
 ET0127.Superseded values are not recommended for survey control.
 ET0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0127.See file dsdata.txt to determine how the superseded data were derived.
 ET0127
 ET0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD917232(NAD 83)
 ET0127_MARKER: P = PIPE CAP
 ET0127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0127_STAMPING: S1-S6 R1 1/2 E R2 E T 1 3R C C 1923
 ET0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0127
 ET0127  HISTORY     - Date     Condition        Report By
 ET0127  HISTORY     - 1923     MONUMENTED       USGLO
 ET0127  HISTORY     - 1935     GOOD             NGS
 ET0127  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0127
 ET0127                          STATION DESCRIPTION
 ET0127
 ET0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0127'4.4 MI E FROM DEWEY.
 ET0127'ABOUT 4.4 MILES EAST ALONG THE CHERRY ROAD FROM DEWEY, YAVAPAI COUNTY,
 ET0127'ABOUT 0.3 MILE NORTHEAST OF THE TOP OF A ROAD GRADE, 30 FEET NORTHWEST
 ET0127'OF A FENCE CORNER, AND 8 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ET0127'ROAD, AND RIVETED ON THE TOP OF AN IRON PIPE.
 ET0127
 ET0127                          STATION RECOVERY (1973)
 ET0127
 ET0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0649 ***********************************************************************
 ET0649  DESIGNATION -  T13N R10W SECS 10 11 1/4 COR
 ET0649  PID         -  ET0649
 ET0649  STATE/COUNTY-  AZ/YAVAPAI
 ET0649  USGS QUAD   -  ARRASTRA MTN NE (1967)
 ET0649
 ET0649                         *CURRENT SURVEY CONTROL
 ET0649  ___________________________________________________________________
 ET0649* NAD 83(1986)-  34 28 52.     (N)    113 17 07.     (W)     SCALED    
 ET0649* NAVD 88     -       919.67   (+/-2cm)    3017.3    (feet)  VERTCON   
 ET0649  ___________________________________________________________________
 ET0649  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 ET0649  VERT ORDER  -  ? (See Below)
 ET0649
 ET0649.The horizontal coordinates were scaled from a topographic map and have
 ET0649.an estimated accuracy of +/- 6 seconds.
 ET0649
 ET0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0649.The vertical order pertains to the NGVD 29 superseded value.
 ET0649
 ET0649.The geoid height was determined by GEOID03.
 ET0649
 ET0649;                    North         East    Units  Estimated Accuracy
 ET0649;SPC AZ C     -   386,870.       87,650.      MT  (+/- 180 meters Scaled)
 ET0649
 ET0649                          SUPERSEDED SURVEY CONTROL
 ET0649
 ET0649  NGVD 29 (??/??/92)  918.915  (m)         3014.81   (f) ADJ UNCH    ?  
 ET0649
 ET0649.Superseded values are not recommended for survey control.
 ET0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0649.See file dsdata.txt to determine how the superseded data were derived.
 ET0649
 ET0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD901178(NAD 83)
 ET0649_MARKER: P = PIPE CAP
 ET0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0649_STAMPING: 1/4 S10 S11 1933
 ET0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0649+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0649
 ET0649  HISTORY     - Date     Condition        Report By
 ET0649  HISTORY     - 1933     MONUMENTED       USGLO
 ET0649  HISTORY     - 1950     GOOD             NGS
 ET0649  HISTORY     - 20081130 GOOD             GEOCAC
 ET0649
 ET0649                          STATION DESCRIPTION
 ET0649
 ET0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0649'19.4 MI SW FROM BAGDAD.
 ET0649'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0649'AT BAGDAD, THENCE 12.6 MILES WEST ALONG A COUNTY DIRT ROAD, 0.4 MILE
 ET0649'NORTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING EAST, 0.3 MILE SOUTH
 ET0649'OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 59 1/2 FEET NORTHEAST OF
 ET0649'THE APPROXIMATE CENTER OF A DRY WASH AT A POINT WHERE IT CROSSES THE
 ET0649'ROAD, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A
 ET0649'CAIRN, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 1-INCH
 ET0649'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE-- MARK WAS NOT
 ET0649'SUITABLE FOR PERMANENT BENCH MARK.  HIT AS EXTRA FORE SIGHT.
 ET0649
 ET0649                          STATION RECOVERY (2008)
 ET0649
 ET0649'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0649'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0649'THE DESCRIPTION - THE CAIRN WAS NOT FOUND. HANDHELD COORDINATES
 ET0649'34 28 51.8 (N)   113 17 07.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1175 ***********************************************************************
 ES1175  DESIGNATION -  T13N R5E R6E SECS 30 31
 ES1175  PID         -  ES1175
 ES1175  STATE/COUNTY-  AZ/YAVAPAI
 ES1175  USGS QUAD   -  HORNER MTN (1967)
 ES1175
 ES1175                         *CURRENT SURVEY CONTROL
 ES1175  ___________________________________________________________________
 ES1175* NAD 83(1992)-  34 28 52.81427(N)    111 46 01.93820(W)     ADJUSTED  
 ES1175* NAVD 88     -       958.9    (meters)    3146.     (feet)  VERTCON   
 ES1175  ___________________________________________________________________
 ES1175  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 ES1175  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES1175  HORZ ORDER  -  THIRD
 ES1175
 ES1175.The horizontal coordinates were established by classical geodetic methods
 ES1175.and adjusted by the National Geodetic Survey in August 1993.
 ES1175
 ES1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1175
 ES1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1175
 ES1175.The geoid height was determined by GEOID03.
 ES1175
 ES1175;                    North         East     Units Scale Factor Converg.
 ES1175;SPC AZ C     -   386,051.826   227,088.242   MT  0.99990232   +0 05 04.6
 ES1175;SPC AZ C     - 1,266,574.23    745,040.16   iFT  0.99990232   +0 05 04.6
 ES1175;UTM  12      - 3,815,794.833   429,551.632   MT  0.99966117   -0 26 03.7
 ES1175
 ES1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1175!SPC AZ C     -   0.99985356  x   0.99990232  =   0.99975590
 ES1175!UTM  12      -   0.99985356  x   0.99966117  =   0.99951478
 ES1175
 ES1175                          SUPERSEDED SURVEY CONTROL
 ES1175
 ES1175  NAD 83(1992)-  34 28 52.80548(N)    111 46 01.93853(W) AD(       ) 3
 ES1175  NGVD 29 (10/09/91)  958.2    (m)         3144.     (f) VERT ANG    3  
 ES1175
 ES1175.Superseded values are not recommended for survey control.
 ES1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1175.See file dsdata.txt to determine how the superseded data were derived.
 ES1175
 ES1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2955215795(NAD 83)
 ES1175_MARKER: DU = BOUNDARY MARKER
 ES1175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1175
 ES1175  HISTORY     - Date     Condition        Report By
 ES1175  HISTORY     - 1916     MONUMENTED       USGLO
 ES1175  HISTORY     - 1966     GOOD             USGS
 ES1175
 ES1175                          STATION DESCRIPTION
 ES1175
 ES1175'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1175'LOCATED 5.75 MI S. AND 5 MI E. OF CAMP VERDE.  IN AREA REFERRED TO
 ES1175'LOCALLY AS COTTONWOOD BASIN.
 ES1175'
 ES1175'TO REACH NOT GIVEN.
 ES1175'
 ES1175'STATION MARK--GLO CAP STAMPED---R5E CC T13N R6E S30 S31 1916---, ON
 ES1175'IRON PIPE.
 ES1175'
 ES1175'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1176 ***********************************************************************
 ES1176  DESIGNATION -  T13N R6E SECS 32 33 SC
 ES1176  PID         -  ES1176
 ES1176  STATE/COUNTY-  AZ/YAVAPAI
 ES1176  USGS QUAD   -  HACKBERRY MTN (1967)
 ES1176
 ES1176                         *CURRENT SURVEY CONTROL
 ES1176  ___________________________________________________________________
 ES1176* NAD 83(1992)-  34 28 00.53642(N)    111 43 48.56042(W)     ADJUSTED  
 ES1176* NAVD 88     -      1179.9    (meters)    3871.     (feet)  VERTCON   
 ES1176  ___________________________________________________________________
 ES1176  LAPLACE CORR-           7.95  (seconds)                    DEFLEC99
 ES1176  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES1176  HORZ ORDER  -  THIRD
 ES1176
 ES1176.The horizontal coordinates were established by classical geodetic methods
 ES1176.and adjusted by the National Geodetic Survey in August 1993.
 ES1176
 ES1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1176
 ES1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1176
 ES1176.The geoid height was determined by GEOID03.
 ES1176
 ES1176;                    North         East     Units Scale Factor Converg.
 ES1176;SPC AZ C     -   384,446.735   230,494.248   MT  0.99990362   +0 06 20.0
 ES1176;SPC AZ C     - 1,261,308.19    756,214.72   iFT  0.99990362   +0 06 20.0
 ES1176;UTM  12      - 3,814,159.363   432,942.132   MT  0.99965543   -0 24 47.6
 ES1176
 ES1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1176!SPC AZ C     -   0.99981886  x   0.99990362  =   0.99972250
 ES1176!UTM  12      -   0.99981886  x   0.99965543  =   0.99947436
 ES1176
 ES1176                          SUPERSEDED SURVEY CONTROL
 ES1176
 ES1176  NAD 83(1992)-  34 28 00.54165(N)    111 43 48.57642(W) AD(       ) 3
 ES1176  NGVD 29 (10/09/91) 1179.2    (m)         3869.     (f) VERT ANG    3  
 ES1176
 ES1176.Superseded values are not recommended for survey control.
 ES1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1176.See file dsdata.txt to determine how the superseded data were derived.
 ES1176
 ES1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3294214159(NAD 83)
 ES1176_MARKER: DU = BOUNDARY MARKER
 ES1176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1176
 ES1176  HISTORY     - Date     Condition        Report By
 ES1176  HISTORY     - 1916     MONUMENTED       USGLO
 ES1176  HISTORY     - 1966     GOOD             USGS
 ES1176  HISTORY     - 20080725 POOR             GEOCAC
 ES1176
 ES1176                          STATION DESCRIPTION
 ES1176
 ES1176'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1176'LOCATED 10 MI SE. OF CAMP VERDE, 8 MI NW. OF CHILDS.  ABOUT 100
 ES1176'FT. S. OF DRAIN, ON SOUTHWEST SIDE OF LOW HILL.
 ES1176'
 ES1176'TO REACH NOT GIVEN.
 ES1176'
 ES1176'STATION MARK--GLO BRASS CAP STAMPED---T13N R6E S32 S33 1916---, ON
 ES1176'IRON PIPE PROJECTING 1.1 FT. ABOVE GROUND.
 ES1176'
 ES1176'RMS--NONE SET.
 ES1176
 ES1176                          STATION RECOVERY (2008)
 ES1176
 ES1176'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES1176'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES1176'THE DESCRIPTION - THE IRON PIPE IS STABLE BUT LEANING 30 DEGREES OFF
 ES1176'VERTICAL.
 ES1176' 
 ES1176'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF ARIZONA 260
 ES1176'AND FOSSIL CREEK ROAD, TAKE FOSSIL CREEK ROAD EAST FOR 4.6 MILES TO A
 ES1176'SHARP TURN IN THE ROAD AND A GATE. PARK, AND PACK WEST THROUGH THE
 ES1176'GATE FOR 0.6 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1484 ***********************************************************************
 DA1484  DESIGNATION -  T13S R2W SEC 36 SE COR
 DA1484  PID         -  DA1484
 DA1484  STATE/COUNTY-  AZ/PIMA
 DA1484  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA1484
 DA1484                         *CURRENT SURVEY CONTROL
 DA1484  ___________________________________________________________________
 DA1484* NAD 83(1992)-  32 14 38.71528(N)    112 25 14.16467(W)     ADJUSTED  
 DA1484* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 DA1484  ___________________________________________________________________
 DA1484  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DA1484  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DA1484  HORZ ORDER  -  THIRD
 DA1484
 DA1484.The horizontal coordinates were established by classical geodetic methods
 DA1484.and adjusted by the National Geodetic Survey in August 1993.
 DA1484
 DA1484.The orthometric height was scaled from a topographic map.
 DA1484
 DA1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1484
 DA1484.The geoid height was determined by GEOID03.
 DA1484
 DA1484;                    North         East     Units Scale Factor Converg.
 DA1484;SPC AZ C     -   138,042.351   165,872.699   MT  0.99992780   -0 16 07.9
 DA1484;SPC AZ C     -   452,894.85    544,201.77   iFT  0.99992780   -0 16 07.9
 DA1484;UTM  12      - 3,568,376.786   366,167.357   MT  0.99982088   -0 45 29.0
 DA1484
 DA1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1484!SPC AZ C     -   0.99990870  x   0.99992780  =   0.99983651
 DA1484!UTM  12      -   0.99990870  x   0.99982088  =   0.99972960
 DA1484
 DA1484                          SUPERSEDED SURVEY CONTROL
 DA1484
 DA1484  NAD 83(1986)-  32 14 38.70744(N)    112 25 14.16782(W) AD(       ) 3
 DA1484  NAD 27      -  32 14 38.47500(N)    112 25 11.66300(W) AD(       ) 3
 DA1484
 DA1484.Superseded values are not recommended for survey control.
 DA1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1484.See file dsdata.txt to determine how the superseded data were derived.
 DA1484
 DA1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6616768377(NAD 83)
 DA1484_MARKER: P = PIPE CAP
 DA1484_SETTING: 0 = UNSPECIFIED SETTING
 DA1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1484
 DA1484  HISTORY     - Date     Condition        Report By
 DA1484  HISTORY     - 1936     MONUMENTED       USGLO
 DA1484
 DA1484                          STATION DESCRIPTION
 DA1484
 DA1484'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1484'THE SOUTHEAST CORNER OF SEC. 36, T. 13 S., R. 2 W., MARKED BY
 DA1484'A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 DA1484'9 BY 12 BY 36 INCHES SET 34 INCHES IN GROUND.  THE CAP IS STAMPED
 DA1484'WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1924.  REFERENCE
 DA1484'MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30
 DA1484'INCHES SET 28 INCHES IN GROUND, IS 359.07 METERS (1,178.0 FEET)
 DA1484'N. 72 DEG 37 MIN E. (MAGNETIC).  REFERENCE MARK NO. 2, A BRASS
 DA1484'CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES
 DA1484'IN GROUND, IS 16.645 METERS (54.61 FEET) S. 63-1/4 DEG W.
 DA1484'(MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1512 ***********************************************************************
 DA1512  DESIGNATION -  T13S R5E SEC 36 SE COR
 DA1512  PID         -  DA1512
 DA1512  STATE/COUNTY-  AZ/PIMA
 DA1512  USGS QUAD   -  GUNSIGHT (1990)
 DA1512
 DA1512                         *CURRENT SURVEY CONTROL
 DA1512  ___________________________________________________________________
 DA1512* NAD 83(1992)-  32 14 38.96019(N)    112 43 38.62635(W)     ADJUSTED  
 DA1512* NAVD 88     -       560.78   (+/-2cm)    1839.8    (feet)  VERTCON   
 DA1512  ___________________________________________________________________
 DA1512  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 DA1512  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA1512  HORZ ORDER  -  SECOND
 DA1512  VERT ORDER  -  THIRD ? (See Below)
 DA1512
 DA1512.The horizontal coordinates were established by classical geodetic methods
 DA1512.and adjusted by the National Geodetic Survey in August 1993.
 DA1512
 DA1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1512.The vertical order pertains to the NGVD 29 superseded value.
 DA1512
 DA1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1512
 DA1512.The geoid height was determined by GEOID03.
 DA1512
 DA1512;                    North         East     Units Scale Factor Converg.
 DA1512;SPC AZ C     -   138,226.865   136,961.854   MT  0.99997195   -0 25 57.2
 DA1512;SPC AZ C     -   453,500.21    449,349.91   iFT  0.99997195   -0 25 57.2
 DA1512;UTM  12      - 3,568,808.108   337,261.342   MT  0.99992660   -0 55 18.5
 DA1512
 DA1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1512!SPC AZ C     -   0.99991691  x   0.99997195  =   0.99988886
 DA1512!UTM  12      -   0.99991691  x   0.99992660  =   0.99984352
 DA1512
 DA1512|---------------------------------------------------------------------|
 DA1512| PID    Reference Object                     Distance      Geod. Az  |
 DA1512|                                                           dddmmss.s |
 DA1512| CH5228 GLO 6 RM 3                           12.916 METERS 14720     |
 DA1512| DA1517 SAGE                                APPROX. 2.8 KM 2710130.8 |
 DA1512| CH5229 GLO 6 RM 4                           13.378 METERS 32628     |
 DA1512|---------------------------------------------------------------------|
 DA1512
 DA1512                          SUPERSEDED SURVEY CONTROL
 DA1512
 DA1512  NAD 83(1986)-  32 14 38.94959(N)    112 43 38.63042(W) AD(       ) 2
 DA1512  NAD 27      -  32 14 38.72700(N)    112 43 36.10100(W) AD(       ) 2
 DA1512  NGVD 29 (07/19/86)  560.05   (m)         1837.4    (f) LEVELING    3  
 DA1512
 DA1512.Superseded values are not recommended for survey control.
 DA1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1512.See file dsdata.txt to determine how the superseded data were derived.
 DA1512
 DA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3726168808(NAD 83)
 DA1512_MARKER: P = PIPE CAP
 DA1512_SETTING: 0 = UNSPECIFIED SETTING
 DA1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1512+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 DA1512
 DA1512  HISTORY     - Date     Condition        Report By
 DA1512  HISTORY     - 1936     MONUMENTED       USGLO
 DA1512  HISTORY     - 1977     GOOD             USGLO
 DA1512  HISTORY     - 19970306 GOOD             USPSQD
 DA1512  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA1512  HISTORY     - 20060615 GOOD             INDIV
 DA1512
 DA1512                          STATION DESCRIPTION
 DA1512
 DA1512'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1512'THE SOUTHEAST CORNER OF SEC. 36, T. 13 S., R. 5 W., MARKED BY A
 DA1512'3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK 9 BY 15
 DA1512'BY 36 INCHES SET 32 INCHES IN GROUND.  THE CAP IS STAMPED WITH
 DA1512'THE SECTION, TOWNSHIP, RANGE AND DATE 1936-1918.  REFERENCE MARK
 DA1512'NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES
 DA1512'SET 28 INCHES IN GROUND, IS 37.29 METERS (122.3 FEET) SOUTH
 DA1512'(MAGNETIC).  REFERENCE MARK NO. 2, A BRASS CAP SET IN CONCRETE
 DA1512'BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN GROUND, IS 39.507
 DA1512'METERS (129.62 FEET) WEST (MAGNETIC).
 DA1512
 DA1512                          STATION RECOVERY (1977)
 DA1512
 DA1512'RECOVERY NOTE BY US GENERAL LAND OFFICE 1977 (TT)
 DA1512'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DA1512'CONDITION.
 DA1512'
 DA1512'THE STATION IS ABOUT 12 MILES SOUTHEAST OF AJO AND 1.8 MILES SE OF
 DA1512'WHY ALONG THE LEFT R/W OF ARIZONA HWY. 86.
 DA1512'
 DA1512'THE STATION IS A BRASS CAP SET IN A 3 INCH IRON PIPE CEMENTED IN A
 DA1512'9 BY 15 BY 36 INCHES CEMENT BLOCK AND STAMPED WITH SECTION TOWNSHIP
 DA1512'AND RANGE (SW CORNER SECTION 36, T13S, R5W 1936-1918.  STATION IS
 DA1512'25 FEET FROM R/W FENCE AND MARKED WITH A WITNESS POST AND SIGN.
 DA1512'
 DA1512'RM 4 IS A STANDARD USC AND GS DISK STAMPED GLO NO. 4 AND SET IN A
 DA1512'CONCRETE POST 25 FEET FROM R/W FENCELINE.
 DA1512'
 DA1512'RM 3 IS A STANDARD USC AND GS DISK STAMPED GLO NO. 3 AND SET IN A
 DA1512'CONCRETE POST 25 FEET FROM R/W FENCELINE.
 DA1512'
 DA1512'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWYS. 85 AND 86
 DA1512'TRAVEL SOUTHEAST ON HWY. 86 FOR 1.8 MILES AND THE STATION ON THE
 DA1512'LEFT.
 DA1512'
 DA1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTHEAST
 DA1512'OF AJO.
 DA1512'
 DA1512'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA1512
 DA1512                          STATION RECOVERY (1997)
 DA1512
 DA1512'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1512'RECOVERED IN GOOD CONDITION.
 DA1512
 DA1512                          STATION RECOVERY (1999)
 DA1512
 DA1512'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1512'MARK NOT FOUND.
 DA1512
 DA1512                          STATION RECOVERY (2006)
 DA1512
 DA1512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JB)
 DA1512'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0601 ***********************************************************************
 ET0601  DESIGNATION -  T14N R11W SECS 17 18 19 20
 ET0601  PID         -  ET0601
 ET0601  STATE/COUNTY-  AZ/YAVAPAI
 ET0601  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0601
 ET0601                         *CURRENT SURVEY CONTROL
 ET0601  ___________________________________________________________________
 ET0601* NAD 83(1986)-  34 32 48.     (N)    113 20 16.     (W)     SCALED    
 ET0601* NAVD 88     -       824.633  (meters)    2705.48   (feet)  POSTED    
 ET0601  ___________________________________________________________________
 ET0601  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0601  DYNAMIC HT  -         823.640 (meters)    2702.23  (feet)  COMP
 ET0601  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 ET0601
 ET0601  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0601
 ET0601.The horizontal coordinates were scaled from a topographic map and have
 ET0601.an estimated accuracy of +/- 6 seconds.
 ET0601
 ET0601.The orthometric height was determined by differential leveling
 ET0601.and adjusted in November 2005.
 ET0601.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0601.rate of 1.1 thru 2.0 mm/km.
 ET0601
 ET0601.The geoid height was determined by GEOID03.
 ET0601
 ET0601.The dynamic height is computed by dividing the NAVD 88
 ET0601.geopotential number by the normal gravity value computed on the
 ET0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0601.degrees latitude (g = 980.6199 gals.).
 ET0601
 ET0601.The modeled gravity was interpolated from observed gravity values.
 ET0601
 ET0601;                    North         East    Units  Estimated Accuracy
 ET0601;SPC AZ C     -   394,210.       82,930.      MT  (+/- 180 meters Scaled)
 ET0601
 ET0601                          SUPERSEDED SURVEY CONTROL
 ET0601
 ET0601  NGVD 29 (??/??/92)  823.910  (m)         2703.11   (f) ADJ UNCH    1 2
 ET0601
 ET0601.Superseded values are not recommended for survey control.
 ET0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0601.See file dsdata.txt to determine how the superseded data were derived.
 ET0601
 ET0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD854252(NAD 83)
 ET0601_MARKER: P = PIPE CAP
 ET0601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0601_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0601_STAMPING: T14N R10W S18 S17 S19 S20 1923
 ET0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0601+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0601
 ET0601  HISTORY     - Date     Condition        Report By
 ET0601  HISTORY     - 1923     MONUMENTED       USGLO
 ET0601  HISTORY     - 1950     GOOD             NGS
 ET0601  HISTORY     - 20081130 GOOD             GEOCAC
 ET0601
 ET0601                          STATION DESCRIPTION
 ET0601
 ET0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0601'25.8 MI W FROM BAGDAD.
 ET0601'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0601'AT BAGDAD, THENCE 19.0 MILES WEST ALONG A COUNTY DIRT ROAD, 43 FEET
 ET0601'SOUTHEAST OF A LARGE LONE BRUSHY JUNIPER TREE, 22 FEET NORTHEAST OF
 ET0601'THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF THE FOOT OF THE
 ET0601'SOUTHWEST SLOPE OF A HILL, 2.5 FEET SOUTHEAST OF A WITNESS POST, AND
 ET0601'RIVETED ON THE TOP OF A 2-INCH PIPE PROJECTING 0.6 FOOT ABOVE THE
 ET0601'GROUND.
 ET0601
 ET0601                          STATION RECOVERY (2008)
 ET0601
 ET0601'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0601'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0601'THE DESCRIPTION - THE SIGN IS MISSING FROM THE WITNESS POST. HANDHELD
 ET0601'COORDINATES
 ET0601'34 32 48.7 (N)   113 20 16.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1018 ***********************************************************************
 ET1018  DESIGNATION -  T14N R9 8W SECS 25 30 31 36
 ET1018  PID         -  ET1018
 ET1018  STATE/COUNTY-  AZ/YAVAPAI
 ET1018  USGS QUAD   -  BAGDAD (1986)
 ET1018
 ET1018                         *CURRENT SURVEY CONTROL
 ET1018  ___________________________________________________________________
 ET1018* NAD 83(1992)-  34 31 03.98247(N)    113 08 42.45077(W)     ADJUSTED  
 ET1018* NAVD 88     -       966.     (meters)    3169.     (feet)  SCALED    
 ET1018  ___________________________________________________________________
 ET1018  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 ET1018  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 ET1018  HORZ ORDER  -  SECOND
 ET1018
 ET1018.The horizontal coordinates were established by classical geodetic methods
 ET1018.and adjusted by the National Geodetic Survey in August 1993.
 ET1018
 ET1018.The orthometric height was scaled from a topographic map.
 ET1018
 ET1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1018
 ET1018.The geoid height was determined by GEOID03.
 ET1018
 ET1018;                    North         East     Units Scale Factor Converg.
 ET1018;SPC AZ C     -   390,768.376   100,570.500   MT  1.00005676   -0 41 46.3
 ET1018;SPC AZ C     - 1,282,048.48    329,955.71   iFT  1.00005676   -0 41 46.3
 ET1018;UTM  12      - 3,821,657.332   303,095.750   MT  1.00007791   -1 12 57.4
 ET1018
 ET1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1018!SPC AZ C     -   0.99985289  x   1.00005676  =   0.99990965
 ET1018!UTM  12      -   0.99985289  x   1.00007791  =   0.99993079
 ET1018
 ET1018                          SUPERSEDED SURVEY CONTROL
 ET1018
 ET1018  NAD 83(1986)-  34 31 03.98242(N)    113 08 42.45784(W) AD(       ) 2
 ET1018  NAD 27      -  34 31 03.90300(N)    113 08 39.75500(W) AD(       ) 2
 ET1018
 ET1018.Superseded values are not recommended for survey control.
 ET1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1018.See file dsdata.txt to determine how the superseded data were derived.
 ET1018
 ET1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0309621657(NAD 83)
 ET1018_MARKER: P = PIPE CAP
 ET1018_SETTING: 0 = UNSPECIFIED SETTING
 ET1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1018
 ET1018  HISTORY     - Date     Condition        Report By
 ET1018  HISTORY     - 1944     MONUMENTED       USGLO
 ET1018
 ET1018                          STATION DESCRIPTION
 ET1018
 ET1018'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 ET1018'STATION IS ABOUT 39 MILES (AIR LINE) DUE W OF PRESCOTT, ABOUT 30
 ET1018'MILES (AIR LINE) ESE OF WIKIEUP, ABOUT 3-1/2 MILES (AIR LINE) W
 ET1018'OF PIKES SERVICE STATION, NE OF A SMALL RISE, AND IN ROUGH BARREN
 ET1018'COUNTRY WITH DESERT VEGETATION JUST S OF THE HILLSIDE-WIKIEUP
 ET1018'ROAD.
 ET1018'
 ET1018'STATION MARK IS A STANDARD G.L.O. BRASS-CAPPED 2-INCH IRON PIPE
 ET1018'PROJECTING 1 FOOT ABOVE THE GROUND AND IS STAMPED T14N R9W R8W
 ET1018'S25 S30 S36 S31 1917.  IT IS LOCATED 30 FEET SSE OF THE CENTER
 ET1018'LINE OF GRAVEL ROAD.
 ET1018'
 ET1018'IT IS NE OF TRIANGULATION STATION PIKE, 308.6 FEET DISTANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1477 ***********************************************************************
 DA1477  DESIGNATION -  T14S R1W SEC 24 SE COR
 DA1477  PID         -  DA1477
 DA1477  STATE/COUNTY-  AZ/PIMA
 DA1477  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA1477
 DA1477                         *CURRENT SURVEY CONTROL
 DA1477  ___________________________________________________________________
 DA1477* NAD 83(1992)-  32 11 09.24906(N)    112 19 06.20491(W)     ADJUSTED  
 DA1477* NAVD 88     -       626.5    (meters)    2055.     (feet)  VERTCON   
 DA1477  ___________________________________________________________________
 DA1477  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DA1477  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DA1477  HORZ ORDER  -  SECOND
 DA1477
 DA1477.The horizontal coordinates were established by classical geodetic methods
 DA1477.and adjusted by the National Geodetic Survey in August 1993.
 DA1477
 DA1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1477
 DA1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1477
 DA1477.The geoid height was determined by GEOID03.
 DA1477
 DA1477;                    North         East     Units Scale Factor Converg.
 DA1477;SPC AZ C     -   131,550.137   175,480.320   MT  0.99991769   -0 12 50.4
 DA1477;SPC AZ C     -   431,594.94    575,722.83   iFT  0.99991769   -0 12 50.4
 DA1477;UTM  12      - 3,561,803.620   375,718.128   MT  0.99979048   -0 42 08.5
 DA1477
 DA1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1477!SPC AZ C     -   0.99990652  x   0.99991769  =   0.99982422
 DA1477!UTM  12      -   0.99990652  x   0.99979048  =   0.99969702
 DA1477
 DA1477:                Primary Azimuth Mark                     Grid Az
 DA1477:SPC AZ C     -  BLANCO                                   114 13 50.2
 DA1477:UTM  12      -  BLANCO                                   114 43 08.3
 DA1477
 DA1477|---------------------------------------------------------------------|
 DA1477| PID    Reference Object                     Distance      Geod. Az  |
 DA1477|                                                           dddmmss.s |
 DA1477| DA1478 BLANCO                              APPROX. 6.3 KM 1140059.8 |
 DA1477| DA1479 SIMON                               APPROX. 0.6 KM 1591629.7 |
 DA1477| DA1480 GLO 10 RM 1                         APPROX. 0.5 KM 1800009.6 |
 DA1477| CH5224 GLO 10 RM 2                          13.044 METERS 27541     |
 DA1477|---------------------------------------------------------------------|
 DA1477
 DA1477                          SUPERSEDED SURVEY CONTROL
 DA1477
 DA1477  NAD 83(1986)-  32 11 09.24138(N)    112 19 06.20695(W) AD(       ) 2
 DA1477  NAD 27      -  32 11 09.00500(N)    112 19 03.71700(W) AD(       ) 2
 DA1477  NGVD 29 (07/19/86)  625.8    (m)         2053.     (f) VERT ANG    3  
 DA1477
 DA1477.Superseded values are not recommended for survey control.
 DA1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1477.See file dsdata.txt to determine how the superseded data were derived.
 DA1477
 DA1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7571861804(NAD 83)
 DA1477_MARKER: P = PIPE CAP
 DA1477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1477_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 DA1477
 DA1477  HISTORY     - Date     Condition        Report By
 DA1477  HISTORY     - 1936     MONUMENTED       USGLO
 DA1477  HISTORY     - 1979     GOOD             AZDT
 DA1477  HISTORY     - 19970306 GOOD             USPSQD
 DA1477
 DA1477                          STATION DESCRIPTION
 DA1477
 DA1477'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1477'THE SOUTHEAST CORNER OF SEC. 24, T. 14 S., R. 1 W., MARKED BY
 DA1477'A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 DA1477'9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE CAP IS
 DA1477'STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1918.
 DA1477'REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7
 DA1477'BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 543.763 METERS
 DA1477'(1,796.68 FEET) SOUTH (MAGNETIC).  REFERENCE MARK NO. 2, A
 DA1477'BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 DA1477'26 INCHES IN GROUND, IS 13.045 METERS (42.80 FEET) N. 84-1/2
 DA1477'DEG W. (MAGNETIC).
 DA1477
 DA1477                          STATION RECOVERY (1979)
 DA1477
 DA1477'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1477'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 DA1477'FOUND IN GOOD CONDITION.
 DA1477'
 DA1477'TO REACH THE STATION FROM THE SAN SIMON SCHOOL WHICH IS LOCATED 1.6
 DA1477'MILES WEST OF TRACY ON STATE ROUTE 86, TRAVEL EAST ON HWY. 86 FOR 4.90
 DA1477'MILES TO R.M. 1 ON THE LEFT ABOUT 28 FEET NORTH OF HWY. CENTERLINE.
 DA1477'THE STATION IS ABOUT 1700 FEET DUE NORTH OF R.M. 1 ON A FLAT AREA JUST
 DA1477'NORTH OF THE SECOND BUSHY WASH.
 DA1477
 DA1477                          STATION RECOVERY (1997)
 DA1477
 DA1477'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1184 ***********************************************************************
 CY1184  DESIGNATION -  T14S R25 26E SECS 24 25 19 30
 CY1184  PID         -  CY1184
 CY1184  STATE/COUNTY-  AZ/COCHISE
 CY1184  USGS QUAD   -  SIMMONS PEAK (1978)
 CY1184
 CY1184                         *CURRENT SURVEY CONTROL
 CY1184  ___________________________________________________________________
 CY1184* NAD 83(1992)-  32 11 42.51986(N)    109 44 20.77792(W)     ADJUSTED  
 CY1184* NAVD 88     -      1286.3    (meters)    4220.     (feet)  VERTCON   
 CY1184  ___________________________________________________________________
 CY1184  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CY1184  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CY1184  HORZ ORDER  -  SECOND
 CY1184
 CY1184.The horizontal coordinates were established by classical geodetic methods
 CY1184.and adjusted by the National Geodetic Survey in August 1993.
 CY1184
 CY1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1184
 CY1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1184
 CY1184.The geoid height was determined by GEOID03.
 CY1184
 CY1184;                    North         East     Units Scale Factor Converg.
 CY1184;SPC AZ E     -   132,584.274   253,671.974   MT  0.99992003   +0 13 40.1
 CY1184;SPC AZ E     -   434,987.78    832,257.13   iFT  0.99992003   +0 13 40.1
 CY1184;UTM  12      - 3,562,763.154   618,849.514   MT  0.99977419   +0 40 18.8
 CY1184
 CY1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1184!SPC AZ E     -   0.99980231  x   0.99992003  =   0.99972235
 CY1184!UTM  12      -   0.99980231  x   0.99977419  =   0.99957654
 CY1184
 CY1184                          SUPERSEDED SURVEY CONTROL
 CY1184
 CY1184  NAD 83(1986)-  32 11 42.51402(N)    109 44 20.77369(W) AD(       ) 2
 CY1184  NAD 27      -  32 11 42.23700(N)    109 44 18.53400(W) AD(       ) 2
 CY1184  NGVD 29 (07/19/86) 1285.5    (m)         4218.     (f) VERT ANG    3  
 CY1184
 CY1184.Superseded values are not recommended for survey control.
 CY1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1184.See file dsdata.txt to determine how the superseded data were derived.
 CY1184
 CY1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1885062763(NAD 83)
 CY1184_MARKER: DD = SURVEY DISK
 CY1184_SETTING: 0 = UNSPECIFIED SETTING
 CY1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1184
 CY1184  HISTORY     - Date     Condition        Report By
 CY1184  HISTORY     - 1945     MONUMENTED       USGLO
 CY1184
 CY1184                          STATION DESCRIPTION
 CY1184
 CY1184'DESCRIBED BY US GENERAL LAND OFFICE 1945 (RAM)
 CY1184'STATION IS LOCATED ABOUT 6-1/2 MILES (AIR LINE) SE OF WILLCOX
 CY1184'ALONG THE S SIDE OF THE WILLCOX-DOS CABEZOS ROAD.  IT IS
 CY1184'ABOUT 42 FEET SSW OF THE CENTER OF THIS ROAD AND IS IN THE
 CY1184'FENCE LINE ALONG THE S SIDE OF THE ROAD.
 CY1184'
 CY1184'THE STATION IS MARKED BY A STANDARD GENERAL LAND OFFICE SECTION
 CY1184'CORNER BRASS MARK STAMPED R25E R26E S24 S19 S25 S30 1913 AND
 CY1184'IS SET ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS ABOUT
 CY1184'3/4 FOOT ABOVE THE GROUND.  PART OF THE STAMPING ON THE
 CY1184'MARK HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1502 ***********************************************************************
 DA1502  DESIGNATION -  T14S R3W SEC 13 SE COR
 DA1502  PID         -  DA1502
 DA1502  STATE/COUNTY-  AZ/PIMA
 DA1502  USGS QUAD   -  HOTASON VO (1990)
 DA1502
 DA1502                         *CURRENT SURVEY CONTROL
 DA1502  ___________________________________________________________________
 DA1502* NAD 83(1992)-  32 12 01.86370(N)    112 31 22.61306(W)     ADJUSTED  
 DA1502* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 DA1502  ___________________________________________________________________
 DA1502  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DA1502  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DA1502  HORZ ORDER  -  THIRD
 DA1502
 DA1502.The horizontal coordinates were established by classical geodetic methods
 DA1502.and adjusted by the National Geodetic Survey in August 1993.
 DA1502
 DA1502.The orthometric height was scaled from a topographic map.
 DA1502
 DA1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1502
 DA1502.The geoid height was determined by GEOID03.
 DA1502
 DA1502;                    North         East     Units Scale Factor Converg.
 DA1502;SPC AZ C     -   133,261.076   156,200.847   MT  0.99994028   -0 19 23.1
 DA1502;SPC AZ C     -   437,208.25    512,469.97   iFT  0.99994028   -0 19 23.1
 DA1502;UTM  12      - 3,563,678.666   356,455.998   MT  0.99985410   -0 48 42.1
 DA1502
 DA1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1502!SPC AZ C     -   0.99990243  x   0.99994028  =   0.99984272
 DA1502!UTM  12      -   0.99990243  x   0.99985410  =   0.99975655
 DA1502
 DA1502|---------------------------------------------------------------------|
 DA1502| PID    Reference Object                     Distance      Geod. Az  |
 DA1502|                                                           dddmmss.s |
 DA1502| DA1501 GLO 5 RM 1                          350.960 METERS 00000     |
 DA1502| DA1500 NINE MILE PEAK                      APPROX. 0.7 KM 2790058.8 |
 DA1502|---------------------------------------------------------------------|
 DA1502
 DA1502                          SUPERSEDED SURVEY CONTROL
 DA1502
 DA1502  NAD 83(1986)-  32 12 01.85482(N)    112 31 22.61551(W) AD(       ) 3
 DA1502  NAD 27      -  32 12 01.62300(N)    112 31 20.10200(W) AD(       ) 3
 DA1502
 DA1502.Superseded values are not recommended for survey control.
 DA1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1502.See file dsdata.txt to determine how the superseded data were derived.
 DA1502
 DA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5645663679(NAD 83)
 DA1502_MARKER: P = PIPE CAP
 DA1502_SETTING: 0 = UNSPECIFIED SETTING
 DA1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1502
 DA1502  HISTORY     - Date     Condition        Report By
 DA1502  HISTORY     - 1936     MONUMENTED       USGLO
 DA1502  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA1502
 DA1502                          STATION DESCRIPTION
 DA1502
 DA1502'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1502'THE SOUTHEAST CORNER OF SEC. 13, T. 14 S., R. 3 W., MARKED
 DA1502'BY A 2-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 DA1502'9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE CAP IS
 DA1502'STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1918.
 DA1502'G. L. O. STATION NO. 5, REFERENCE MARK NO. 1, A BRASS CAP SET IN
 DA1502'CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND,
 DA1502'IS 350.958 METERS (1,151.43 FEET) FROM STATION
 DA1502'N 00 DEG 00 MIN E.  REFERENCE MARK NO. 2, A BRASS CAP
 DA1502'SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES
 DA1502'IN GROUND, IS 12.05 METERS (39.5 FEET) N. 80 DEG W.
 DA1502'(MAGNETIC).
 DA1502
 DA1502                          STATION RECOVERY (1997)
 DA1502
 DA1502'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1514 ***********************************************************************
 DA1514  DESIGNATION -  T14S R4W SECS 16 21 1/4 COR
 DA1514  PID         -  DA1514
 DA1514  STATE/COUNTY-  AZ/PIMA
 DA1514  USGS QUAD   -  GUNSIGHT (1990)
 DA1514
 DA1514                         *CURRENT SURVEY CONTROL
 DA1514  ___________________________________________________________________
 DA1514* NAD 83(1992)-  32 12 01.96749(N)    112 41 06.87834(W)     NO CHECK  
 DA1514* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 DA1514  ___________________________________________________________________
 DA1514  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DA1514  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DA1514  HORZ ORDER  -  THIRD
 DA1514
 DA1514.The horizontal coordinates were established by classical geodetic methods
 DA1514.and adjusted by the National Geodetic Survey in August 1993.
 DA1514.No horizontal observational check was made to the station.
 DA1514
 DA1514.The orthometric height was scaled from a topographic map.
 DA1514
 DA1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1514
 DA1514.The geoid height was determined by GEOID03.
 DA1514
 DA1514;                    North         East     Units Scale Factor Converg.
 DA1514;SPC AZ C     -   133,362.107   140,899.537   MT  0.99996473   -0 24 34.5
 DA1514;SPC AZ C     -   437,539.72    462,268.82   iFT  0.99996473   -0 24 34.5
 DA1514;UTM  12      - 3,563,910.167   341,157.175   MT  0.99991116   -0 53 53.6
 DA1514
 DA1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1514!SPC AZ C     -   0.99987939  x   0.99996473  =   0.99984412
 DA1514!UTM  12      -   0.99987939  x   0.99991116  =   0.99979056
 DA1514
 DA1514                          SUPERSEDED SURVEY CONTROL
 DA1514
 DA1514  NAD 83(1986)-  32 12 01.95699(N)    112 41 06.88107(W) AD(       ) 3
 DA1514  NAD 27      -  32 12 01.72700(N)    112 41 04.35600(W) AD(       ) 3
 DA1514
 DA1514.Superseded values are not recommended for survey control.
 DA1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1514.See file dsdata.txt to determine how the superseded data were derived.
 DA1514
 DA1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4115763910(NAD 83)
 DA1514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DA1514_SETTING: 0 = UNSPECIFIED SETTING
 DA1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1514
 DA1514  HISTORY     - Date     Condition        Report By
 DA1514  HISTORY     - 1936     MONUMENTED       USGLO
 DA1514  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA1514
 DA1514                          STATION DESCRIPTION
 DA1514
 DA1514'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1514'G. L. O. 1/4 CORNER, SECS.  16 AND 21, A STANDARD GENERAL
 DA1514'LAND OFFICE DISK STAMPED 1/4 S16/S21 SCREWED ON TOP OF A
 DA1514'1-INCH IRON PIPE, PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND
 DA1514'AND SURROUNDED BY A PILE OF SMALL ROCKS, IS 5.478 METERS
 DA1514'(17.97 FEET) FROM STATION GUNSIGHT N 04 DEG 35 MIN E.
 DA1514
 DA1514                          STATION RECOVERY (1997)
 DA1514
 DA1514'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0352 ***********************************************************************
 DA0352  DESIGNATION -  T14S R5W SECS 26 27 1/4 COR
 DA0352  PID         -  DA0352
 DA0352  STATE/COUNTY-  AZ/PIMA
 DA0352  USGS QUAD   -  ARMENTA WELL (1990)
 DA0352
 DA0352                         *CURRENT SURVEY CONTROL
 DA0352  ___________________________________________________________________
 DA0352* NAD 83(1986)-  32 10 40.     (N)    112 45 41.     (W)     SCALED    
 DA0352* NAVD 88     -       553.51   (+/-2cm)    1816.0    (feet)  VERTCON   
 DA0352  ___________________________________________________________________
 DA0352  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0352  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0352
 DA0352.The horizontal coordinates were scaled from a topographic map and have
 DA0352.an estimated accuracy of +/- 6 seconds.
 DA0352
 DA0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0352.The vertical order pertains to the NGVD 29 superseded value.
 DA0352
 DA0352.The geoid height was determined by GEOID03.
 DA0352
 DA0352;                    North         East    Units  Estimated Accuracy
 DA0352;SPC AZ C     -   130,890.      133,700.      MT  (+/- 180 meters Scaled)
 DA0352
 DA0352                          SUPERSEDED SURVEY CONTROL
 DA0352
 DA0352  NGVD 29 (??/??/92)  552.789  (m)         1813.61   (f) ADJ UNCH    1 2
 DA0352
 DA0352.Superseded values are not recommended for survey control.
 DA0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0352.See file dsdata.txt to determine how the superseded data were derived.
 DA0352
 DA0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA339615(NAD 83)
 DA0352_MARKER: P = PIPE CAP
 DA0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0352_STAMPING: 1/4 S27 S26 1918
 DA0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0352
 DA0352  HISTORY     - Date     Condition        Report By
 DA0352  HISTORY     - 1918     MONUMENTED       USGLO
 DA0352  HISTORY     - 1953     GOOD             NGS
 DA0352  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA0352  HISTORY     - 19970305 GOOD             USPSQD
 DA0352
 DA0352                          STATION DESCRIPTION
 DA0352
 DA0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0352'17.4 MI SE FROM AJO.
 DA0352'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0352'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0352'HIGHWAY 86, THENCE 6.5 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 0.1
 DA0352'MILE SOUTH OF A DOUBLE CONCRETE BOX CULVERT, 92 FEET EAST OF THE
 DA0352'CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 DA0352'LEVEL WITH THE HIGHWAY, AND RIVETED ON TOP OF A 3/4-INCH IRON PIPE
 DA0352'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DA0352
 DA0352                          STATION RECOVERY (1981)
 DA0352
 DA0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0352'CONCRETE POST WAS FOUND BUT DISK WAS NOT INTACT. MARK BELIEVED
 DA0352'DESTROYED.
 DA0352
 DA0352                          STATION RECOVERY (1997)
 DA0352
 DA0352'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0394 ***********************************************************************
 DA0394  DESIGNATION -  T14S R7W SECS 25 26 35 36
 DA0394  PID         -  DA0394
 DA0394  STATE/COUNTY-  AZ/PIMA
 DA0394  USGS QUAD   -  BATES WELL (1990)
 DA0394
 DA0394                         *CURRENT SURVEY CONTROL
 DA0394  ___________________________________________________________________
 DA0394* NAD 83(1986)-  32 10 16.     (N)    112 56 56.     (W)     SCALED    
 DA0394* NAVD 88     -       416.23   (+/-2cm)    1365.6    (feet)  VERTCON   
 DA0394  ___________________________________________________________________
 DA0394  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DA0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0394
 DA0394.The horizontal coordinates were scaled from a topographic map and have
 DA0394.an estimated accuracy of +/- 6 seconds.
 DA0394
 DA0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0394.The vertical order pertains to the NGVD 29 superseded value.
 DA0394
 DA0394.The geoid height was determined by GEOID03.
 DA0394
 DA0394;                    North         East    Units  Estimated Accuracy
 DA0394;SPC AZ C     -   130,310.      116,010.      MT  (+/- 180 meters Scaled)
 DA0394
 DA0394                          SUPERSEDED SURVEY CONTROL
 DA0394
 DA0394  NGVD 29 (??/??/92)  415.522  (m)         1363.26   (f) ADJ UNCH    2 0
 DA0394
 DA0394.Superseded values are not recommended for survey control.
 DA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0394.See file dsdata.txt to determine how the superseded data were derived.
 DA0394
 DA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA162610(NAD 83)
 DA0394_MARKER: P = PIPE CAP
 DA0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0394_STAMPING: T14S R7W S26 S25 S35 S36 31
 DA0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0394
 DA0394  HISTORY     - Date     Condition        Report By
 DA0394  HISTORY     - UNK      MONUMENTED       USGLO
 DA0394  HISTORY     - 1962     GOOD             NGS
 DA0394
 DA0394                          STATION DESCRIPTION
 DA0394
 DA0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0394'19.75 MI S FROM AJO.
 DA0394'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0394'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0394'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0394'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0394'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 0.2 MILE NORTHEAST
 DA0394'ALONG A TRAIL ROAD, ABOUT 0.25 MILE NORTHEAST OF HENRY GRAYS RANCH
 DA0394'HOUSE, 147.2 FEET NORTHWEST OF BENCH MARK J 109, 13 FEET SOUTH OF THE
 DA0394'CENTER LINE OF THE TRAIL ROAD, 8 FEET SOUTHEAST OF AN OLD TRAIL ROAD
 DA0394'LEADING NORTHEAST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD, A
 DA0394'CAP ON A METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0885 ***********************************************************************
 DA0885  DESIGNATION -  T14S R8W SECS 15 16 21 22
 DA0885  PID         -  DA0885
 DA0885  STATE/COUNTY-  AZ/PIMA
 DA0885  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0885
 DA0885                         *CURRENT SURVEY CONTROL
 DA0885  ___________________________________________________________________
 DA0885* NAD 83(1986)-  32 12 01.     (N)    113 05 08.     (W)     SCALED    
 DA0885* NAVD 88     -       324.62   (+/-2cm)    1065.0    (feet)  VERTCON   
 DA0885  ___________________________________________________________________
 DA0885  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DA0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0885
 DA0885.The horizontal coordinates were scaled from a topographic map and have
 DA0885.an estimated accuracy of +/- 6 seconds.
 DA0885
 DA0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0885.The vertical order pertains to the NGVD 29 superseded value.
 DA0885
 DA0885.The geoid height was determined by GEOID03.
 DA0885
 DA0885;                    North         East    Units  Estimated Accuracy
 DA0885;SPC AZ C     -   133,670.      103,160.      MT  (+/- 180 meters Scaled)
 DA0885
 DA0885                          SUPERSEDED SURVEY CONTROL
 DA0885
 DA0885  NGVD 29 (??/??/92)  323.933  (m)         1062.77   (f) ADJ UNCH    2 0
 DA0885
 DA0885.Superseded values are not recommended for survey control.
 DA0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0885.See file dsdata.txt to determine how the superseded data were derived.
 DA0885
 DA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA034645(NAD 83)
 DA0885_MARKER: P = PIPE CAP
 DA0885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0885_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0885_STAMPING: S16 S15 S21 S22 40
 DA0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0885
 DA0885  HISTORY     - Date     Condition        Report By
 DA0885  HISTORY     - UNK      MONUMENTED       USGLO
 DA0885  HISTORY     - 1962     GOOD             NGS
 DA0885
 DA0885                          STATION DESCRIPTION
 DA0885
 DA0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0885'29.15 MI SW FROM AJO.
 DA0885'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0885'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0885'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0885'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0885'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 4.1 MILES SOUTHWEST
 DA0885'ALONG A TRAIL ROAD.  THENCE 5.5 MILES NORTHWEST ALONG A TRAIL ROAD,
 DA0885'1.15 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0885'PROJECTS 16 FEET AND IS NUMBERED 48, AT A BOUNDARY FENCE CORNER OF THE
 DA0885'CABEZA PRIETA GAME REFUGE, 11 1/2 FEET NORTH OF THE CENTER OF A GATE
 DA0885'AND THE TRAIL ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 4
 DA0885'INCHES NORTHWEST OF A FENCE CORNER, A CAP ON THE TOP OF A 2-INCH METAL
 DA0885'PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0511 ***********************************************************************
 ET0511  DESIGNATION -  T15 1/2N R4W SEC 19 NW COR
 ET0511  PID         -  ET0511
 ET0511  STATE/COUNTY-  AZ/YAVAPAI
 ET0511  USGS QUAD   -  MOUNT JOSH (1979)
 ET0511
 ET0511                         *CURRENT SURVEY CONTROL
 ET0511  ___________________________________________________________________
 ET0511* NAD 83(1986)-  34 43 07.     (N)    112 43 45.     (W)     SCALED    
 ET0511* NAVD 88     -      1512.525  (meters)    4962.34   (feet)  POSTED    
 ET0511  ___________________________________________________________________
 ET0511  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ET0511  DYNAMIC HT  -        1510.510 (meters)    4955.73  (feet)  COMP
 ET0511  MODELED GRAV-     979,247.3   (mgal)                       NAVD 88
 ET0511
 ET0511  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0511
 ET0511.The horizontal coordinates were scaled from a topographic map and have
 ET0511.an estimated accuracy of +/- 6 seconds.
 ET0511
 ET0511.The orthometric height was determined by differential leveling
 ET0511.and adjusted in November 2005.
 ET0511.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0511.was located on a no-check spur therefore a value was not computed.
 ET0511.No vertical observational check was made to the station.
 ET0511
 ET0511.The geoid height was determined by GEOID03.
 ET0511
 ET0511.The dynamic height is computed by dividing the NAVD 88
 ET0511.geopotential number by the normal gravity value computed on the
 ET0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0511.degrees latitude (g = 980.6199 gals.).
 ET0511
 ET0511.The modeled gravity was interpolated from observed gravity values.
 ET0511
 ET0511;                    North         East    Units  Estimated Accuracy
 ET0511;SPC AZ C     -   412,660.      138,940.      MT  (+/- 180 meters Scaled)
 ET0511
 ET0511                          SUPERSEDED SURVEY CONTROL
 ET0511
 ET0511  NGVD 29 (??/??/92) 1511.69   (m)         4959.6    (f) COMPUTED    2 0
 ET0511
 ET0511.Superseded values are not recommended for survey control.
 ET0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0511.See file dsdata.txt to determine how the superseded data were derived.
 ET0511
 ET0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD416432(NAD 83)
 ET0511_MARKER: P = PIPE CAP
 ET0511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0511_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0511_STAMPING: T16NR4W S31 S25 S19 R5W R4W T16N T15 1/2 N CC 1924
 ET0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0511
 ET0511  HISTORY     - Date     Condition        Report By
 ET0511  HISTORY     - 1924     MONUMENTED       USGLO
 ET0511  HISTORY     - 1952     GOOD             NGS
 ET0511
 ET0511                          STATION DESCRIPTION
 ET0511
 ET0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0511'18.5 MI N FROM SKULL VALLEY.
 ET0511'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0511'POST OFFICE AT SKULL VALLEY, THENCE 10.2 MILES NORTH ALONG A GRADED
 ET0511'COUNTY ROAD, THENCE 3.4 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 0.3
 ET0511'MILE WEST ALONG A GRADED COUNTY ROAD, ON A SMALL ISLAND FORMED BY A
 ET0511'CIRCULAR BRANCH OF A WASH, 114 YARDS EAST OF THE CENTER OF A Y
 ET0511'JUNCTION FORMED BY THE GRADED COUNTY ROAD, AND A GRADED ROAD, BETWEEN
 ET0511'TWO SMALL TREES, 130 FEET EAST OF THE GATE TO A POLE CORRAL, 90 FEET
 ET0511'NORTHWEST OF THE CENTER LINE AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 71
 ET0511'FEET SOUTH OF THE SOUTH BASE OF A HILL, 7.0 FEET NORTH OF THE SOUTH
 ET0511'EDGE OF THE ISLAND, 2.0 FEET SOUTHEAST OF A WITNESS POST, AND RIVETED
 ET0511'ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0515 ***********************************************************************
 ET0515  DESIGNATION -  T15 15 1/2N R4W SECS 3 4 33 34
 ET0515  PID         -  ET0515
 ET0515  STATE/COUNTY-  AZ/YAVAPAI
 ET0515  USGS QUAD   -  MOUNT JOSH (1979)
 ET0515
 ET0515                         *CURRENT SURVEY CONTROL
 ET0515  ___________________________________________________________________
 ET0515* NAD 83(1986)-  34 40 46.     (N)    112 40 46.     (W)     SCALED    
 ET0515* NAVD 88     -      1504.137  (meters)    4934.82   (feet)  POSTED    
 ET0515  ___________________________________________________________________
 ET0515  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 ET0515  DYNAMIC HT  -        1502.130 (meters)    4928.24  (feet)  COMP
 ET0515  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 ET0515
 ET0515  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0515
 ET0515.The horizontal coordinates were scaled from a topographic map and have
 ET0515.an estimated accuracy of +/- 6 seconds.
 ET0515
 ET0515.The orthometric height was determined by differential leveling
 ET0515.and adjusted in November 2005.
 ET0515.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0515.was located on a no-check spur therefore a value was not computed.
 ET0515.No vertical observational check was made to the station.
 ET0515
 ET0515.The geoid height was determined by GEOID03.
 ET0515
 ET0515.The dynamic height is computed by dividing the NAVD 88
 ET0515.geopotential number by the normal gravity value computed on the
 ET0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0515.degrees latitude (g = 980.6199 gals.).
 ET0515
 ET0515.The modeled gravity was interpolated from observed gravity values.
 ET0515
 ET0515;                    North         East    Units  Estimated Accuracy
 ET0515;SPC AZ C     -   408,280.      143,460.      MT  (+/- 180 meters Scaled)
 ET0515
 ET0515                          SUPERSEDED SURVEY CONTROL
 ET0515
 ET0515  NGVD 29 (??/??/92) 1503.31   (m)         4932.1    (f) COMPUTED    2 0
 ET0515
 ET0515.Superseded values are not recommended for survey control.
 ET0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0515.See file dsdata.txt to determine how the superseded data were derived.
 ET0515
 ET0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD461387(NAD 83)
 ET0515_MARKER: P = PIPE CAP
 ET0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0515_STAMPING: T15 1/2 NR4W S33 S34 S4 S3 T15N 1924
 ET0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0515
 ET0515  HISTORY     - Date     Condition        Report By
 ET0515  HISTORY     - 1924     MONUMENTED       USGLO
 ET0515  HISTORY     - 1952     GOOD             NGS
 ET0515
 ET0515                          STATION DESCRIPTION
 ET0515
 ET0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0515'14.2 MI N FROM SKULL VALLEY.
 ET0515'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0515'POST OFFICE AT SKULL VALLEY, THENCE 9.6 MILES NORTH ALONG A GRADED
 ET0515'COUNTY ROAD, AT A LARGE CLEARING, ABOUT 0.6 MILE SOUTH OF THE PRESCOTT
 ET0515'RANGER RANCH, 83 YARDS SOUTHEAST OF THE CROSSING OF STRICKLAND WASH,
 ET0515'143 FEET SOUTHWEST OF THE CENTER LINE AND ABOUT 2 FEET HIGHER THAN THE
 ET0515'ROAD, 1.0 FOOT SOUTHWEST OF A WITNESS POST, RIVETED ON TOP OF A 1
 ET0515'1/2-INCH PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1014 ***********************************************************************
 ET1014  DESIGNATION -  T15 16N R8 7W SECS 1 6 31 CC
 ET1014  PID         -  ET1014
 ET1014  STATE/COUNTY-  AZ/YAVAPAI
 ET1014  USGS QUAD   -  BEHM MESA (1986)
 ET1014
 ET1014                         *CURRENT SURVEY CONTROL
 ET1014  ___________________________________________________________________
 ET1014* NAD 83(1992)-  34 43 06.48027(N)    113 02 26.22266(W)     ADJUSTED  
 ET1014* NAVD 88     -      1663.3    (meters)    5457.     (feet)  VERTCON   
 ET1014  ___________________________________________________________________
 ET1014  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 ET1014  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 ET1014  HORZ ORDER  -  SECOND
 ET1014
 ET1014.The horizontal coordinates were established by classical geodetic methods
 ET1014.and adjusted by the National Geodetic Survey in August 1993.
 ET1014
 ET1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1014
 ET1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1014
 ET1014.The geoid height was determined by GEOID03.
 ET1014
 ET1014;                    North         East     Units Scale Factor Converg.
 ET1014;SPC AZ C     -   412,919.729   110,414.365   MT  1.00003058   -0 38 24.7
 ET1014;SPC AZ C     - 1,354,723.52    362,251.85   iFT  1.00003058   -0 38 24.7
 ET1014;UTM  12      - 3,843,718.480   313,140.761   MT  1.00003037   -1 09 45.2
 ET1014
 ET1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1014!SPC AZ C     -   0.99974325  x   1.00003058  =   0.99977382
 ET1014!UTM  12      -   0.99974325  x   1.00003037  =   0.99977361
 ET1014
 ET1014:                Primary Azimuth Mark                     Grid Az
 ET1014:SPC AZ C     -  WEATHER BUREAU HOUSE                     041 21 38.1
 ET1014:UTM  12      -  WEATHER BUREAU HOUSE                     041 52 58.6
 ET1014
 ET1014|---------------------------------------------------------------------|
 ET1014| PID    Reference Object                     Distance      Geod. Az  |
 ET1014|                                                           dddmmss.s |
 ET1014| ET1012 WEATHER BUREAU HOUSE                APPROX.17.1 KM 0404313.4 |
 ET1014| CH2351 GLO G RM 1                           44.266 METERS 09524     |
 ET1014| CH2352 GLO G RM 2                           61.594 METERS 20355     |
 ET1014| CH2350 GLO G AZ MK                                        3145309.1 |
 ET1014|---------------------------------------------------------------------|
 ET1014
 ET1014                          SUPERSEDED SURVEY CONTROL
 ET1014
 ET1014  NAD 83(1986)-  34 43 06.47946(N)    113 02 26.22770(W) AD(       ) 2
 ET1014  NAD 27      -  34 43 06.40700(N)    113 02 23.54100(W) AD(       ) 2
 ET1014  NGVD 29 (07/19/86) 1662.4    (m)         5454.     (f) VERT ANG    3  
 ET1014
 ET1014.Superseded values are not recommended for survey control.
 ET1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1014.See file dsdata.txt to determine how the superseded data were derived.
 ET1014
 ET1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD1314143718(NAD 83)
 ET1014_MARKER: P = PIPE CAP
 ET1014_SETTING: 0 = UNSPECIFIED SETTING
 ET1014
 ET1014  HISTORY     - Date     Condition        Report By
 ET1014  HISTORY     - 1944     MONUMENTED       USGLO
 ET1014
 ET1014                          STATION DESCRIPTION
 ET1014
 ET1014'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 ET1014'STATION IS THE GENERAL LAND OFFICE 3-INCH IRON PIPE MARKING
 ET1014'THE CORNERS OF SECTIONS 1 AND 6 AND THE S BOUNDARY OF SECTION
 ET1014'31, TPS. 15 AND 16 N., RS. 7 AND 8 W.  IT IS LOCATED ON NEARLY
 ET1014'LEVEL RANGE LAND, ABOUT 35 MILES (AIR LINE) WNW OF PRESCOTT,
 ET1014'AND 0.5 MILE E OF THE STROTJOST RANCH BUILDINGS.
 ET1014'
 ET1014'STATION MARK IS A GENERAL LAND OFFICE BRASS CAP ON A 3-INCH
 ET1014'PIPE PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  STAMPED T16N
 ET1014'R7W S31 S1 S6 R8W R7W T15N CC 1930.  IT IS LOCATED 330 FEET
 ET1014'S OF FORK IN TRACK ROAD AND 24-1/2 FEET W OF AN UNPAINTED
 ET1014'4- BY 4-INCH WITNESS POST.
 ET1014'
 ET1014'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 ET1014'HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 ET1014'GROUND AND IS STAMPED GLO G NO 1 1944.  IT IS AT ABOUT THE
 ET1014'SAME ELEVATION AS THE STATION MARK.
 ET1014'
 ET1014'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 ET1014'IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND
 ET1014'AND IS STAMPED GLO G NO 2 1944.  IT IS ABOUT 2 FEET HIGHER
 ET1014'IN ELEVATION THAN STATION MARK AND IS ABOUT 1 FOOT W OF A
 ET1014'SMALL ROCK CAIRN.
 ET1014'
 ET1014'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 ET1014'A BOULDER WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND AND
 ET1014'IS STAMPED GLO G 1944.  IT IS ABOUT 3/4 MILE N OF THE STROTJOST
 ET1014'RANCH, 42 FEET E OF THE CENTER LINE OF BLADED ROAD, AND 30
 ET1014'FEET ESE OF AN UNPAINTED 4- BY 4-INCH WITNESS POST WHICH IS
 ET1014'SURROUNDED BY A ROCK CAIRN.
 ET1014'
 ET1014'TO REACH STATION FROM PRESCOTT, GO W, FROM THE INTERSECTION
 ET1014'OF MONTEZUMA AND GURLEY STREETS, ON GURLEY STREET FOR 0.4
 ET1014'MILE TO A TEXACO SERVICE STATION.  TURN RIGHT HERE ONTO GROVE
 ET1014'AVENUE AND GO 1.1 MILES, TAKE LEFT FORK AT THE MILLER VALLEY
 ET1014'SCHOOL AND CONTINUE ON PAVED HIGHWAY FOR 1.4 MILES TO JUNCTION.
 ET1014'TURN SHARP RIGHT AND GO 1.5 MILES TO SMALL BRIDGE AND END
 ET1014'OF PAVEMENT.  CONTINUE ON GRADED GRAVEL ROAD FOR 16.1 MILES
 ET1014'TO ROAD ON LEFT AND SIGN CCC CAMP.  CONTINUE STRAIGHT AHEAD
 ET1014'FOR 4.8 MILES TO ROAD ON LEFT AND SIGN YOLO RANCH.  TURN
 ET1014'LEFT, CROSS CATTLE GUARD, AND FOLLOW GRADED ROAD FOR 15.6
 ET1014'MILES TO THE CAMP WOOD POST OFFICE ON THE RIGHT.  CONTINUE
 ET1014'STRAIGHT AHEAD FOR 2.6 MILES TO A FORK.  TAKE THE LEFT FORK
 ET1014'AS PER SIGN YOLO RANCH AND GO 3.4 MILES TO ANOTHER FORK.
 ET1014'TAKE THE LEFT FORK AS PER SIGN YOLO RANCH AND GO 0.4 MILE
 ET1014'AND TAKE A LEFT FORK JUST AFTER CROSSING A WASH 0.1 MILE W
 ET1014'OF THE YOLO RANCH.  GO 8.6 MILES ON ROUGH BLADED ROAD TO
 ET1014'THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.4 MILE TO A GATE,
 ET1014'PASS THROUGH THE GATE, TAKE THE LEFT FORK, AND CONTINUE 0.7
 ET1014'MILE TO THE GATE AT THE STROTJOST RANCH BUILDINGS.  PASS THROUGH
 ET1014'THE GATE AND FOLLOW THE TRACK ROAD E FOR 0.5 MILE TO A
 ET1014'FORK.  HERE TURN RIGHT CROSS COUNTRY FOR 330 FEET TO THE
 ET1014'STATION.
 ET1014'
 ET1014'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0580 ***********************************************************************
 ER0580  DESIGNATION -  T15N R28E SECS 19 30 1/4 COR
 ER0580  PID         -  ER0580
 ER0580  STATE/COUNTY-  AZ/APACHE
 ER0580  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0580
 ER0580                         *CURRENT SURVEY CONTROL
 ER0580  ___________________________________________________________________
 ER0580* NAD 83(1986)-  34 41 19.     (N)    109 24 45.     (W)     SCALED    
 ER0580* NAVD 88     -      1724.984  (meters)    5659.39   (feet)  ADJUSTED  
 ER0580  ___________________________________________________________________
 ER0580  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0580  DYNAMIC HT  -        1722.525 (meters)    5651.32  (feet)  COMP
 ER0580  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 ER0580
 ER0580  VERT ORDER  -  SECOND    CLASS II
 ER0580
 ER0580.The horizontal coordinates were scaled from a topographic map and have
 ER0580.an estimated accuracy of +/- 6 seconds.
 ER0580
 ER0580.The orthometric height was determined by differential leveling
 ER0580.and adjusted in June 1991.
 ER0580
 ER0580.The geoid height was determined by GEOID03.
 ER0580
 ER0580.The dynamic height is computed by dividing the NAVD 88
 ER0580.geopotential number by the normal gravity value computed on the
 ER0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0580.degrees latitude (g = 980.6199 gals.).
 ER0580
 ER0580.The modeled gravity was interpolated from observed gravity values.
 ER0580
 ER0580;                    North         East    Units  Estimated Accuracy
 ER0580;SPC AZ E     -   409,290.      282,460.      MT  (+/- 180 meters Scaled)
 ER0580
 ER0580                          SUPERSEDED SURVEY CONTROL
 ER0580
 ER0580  NGVD 29 (??/??/92) 1724.13   (m)         5656.6    (f) COMPUTED    2 2
 ER0580
 ER0580.Superseded values are not recommended for survey control.
 ER0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0580.See file dsdata.txt to determine how the superseded data were derived.
 ER0580
 ER0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD454396(NAD 83)
 ER0580_MARKER: P = PIPE CAP
 ER0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0580_SP_SET: PIPE
 ER0580_STAMPING: T15N R28E S19 1/4 S30 1963
 ER0580_MARK LOGO: BLM   
 ER0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0580
 ER0580  HISTORY     - Date     Condition        Report By
 ER0580  HISTORY     - 1963     MONUMENTED       BLM
 ER0580  HISTORY     - 1972     GOOD             USGS
 ER0580
 ER0580                          STATION DESCRIPTION
 ER0580
 ER0580'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0580'40.6 KM (25.20 MI) NORTH FROM ST JOHNS.
 ER0580'4.8 MILES WEST OF THE ST JOHNS POST OFFICE ALONG HIGHWAYS 61 AND 180
 ER0580'TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG HIGHWAY 180
 ER0580'TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE ROAD TOWARD
 ER0580'NAVAJO TO A T-ROAD EAST, THENCE 5.0 MILES EAST, 50 FEET SOUTH OF THE
 ER0580'ROAD, SET ON A 2-INCH IRON PIPE PROJECTING 1 FOOT, A STANDARD BLM
 ER0580'CADASTRAL SURVEY BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0582 ***********************************************************************
 ER0582  DESIGNATION -  T15N R28E SECS 20 29 1/4 COR
 ER0582  PID         -  ER0582
 ER0582  STATE/COUNTY-  AZ/APACHE
 ER0582  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0582
 ER0582                         *CURRENT SURVEY CONTROL
 ER0582  ___________________________________________________________________
 ER0582* NAD 83(1986)-  34 41 19.     (N)    109 23 42.     (W)     SCALED    
 ER0582* NAVD 88     -      1712.219  (meters)    5617.51   (feet)  ADJUSTED  
 ER0582  ___________________________________________________________________
 ER0582  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0582  DYNAMIC HT  -        1709.776 (meters)    5609.49  (feet)  COMP
 ER0582  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 ER0582
 ER0582  VERT ORDER  -  SECOND    CLASS II
 ER0582
 ER0582.The horizontal coordinates were scaled from a topographic map and have
 ER0582.an estimated accuracy of +/- 6 seconds.
 ER0582
 ER0582.The orthometric height was determined by differential leveling
 ER0582.and adjusted in June 1991.
 ER0582
 ER0582.The geoid height was determined by GEOID03.
 ER0582
 ER0582.The dynamic height is computed by dividing the NAVD 88
 ER0582.geopotential number by the normal gravity value computed on the
 ER0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0582.degrees latitude (g = 980.6199 gals.).
 ER0582
 ER0582.The modeled gravity was interpolated from observed gravity values.
 ER0582
 ER0582;                    North         East    Units  Estimated Accuracy
 ER0582;SPC AZ E     -   409,300.      284,060.      MT  (+/- 180 meters Scaled)
 ER0582
 ER0582                          SUPERSEDED SURVEY CONTROL
 ER0582
 ER0582  NGVD 29 (??/??/92) 1711.37   (m)         5614.7    (f) COMPUTED    2 2
 ER0582
 ER0582.Superseded values are not recommended for survey control.
 ER0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0582.See file dsdata.txt to determine how the superseded data were derived.
 ER0582
 ER0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD470396(NAD 83)
 ER0582_MARKER: P = PIPE CAP
 ER0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0582_SP_SET: SHALLOW-SET PIPE
 ER0582_STAMPING: T15N R28E S20 S29 1/4 1968
 ER0582_MARK LOGO: BLM   
 ER0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0582
 ER0582  HISTORY     - Date     Condition        Report By
 ER0582  HISTORY     - 1968     MONUMENTED       BLM
 ER0582  HISTORY     - 1972     GOOD             USGS
 ER0582
 ER0582                          STATION DESCRIPTION
 ER0582
 ER0582'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0582'42.2 KM (26.20 MI) NORTH FROM ST JOHNS.
 ER0582'FROM THE POST OFFICE AT ST JOHNS, 4.8 MILES WEST ALONG HIGHWAYS 61
 ER0582'AND 180 TO A Y-ROAD NORTHWEST, THENCE 2.9 MILES NORTHWEST ALONG
 ER0582'HIGHWAY 180 TO A T-ROAD NORTHEAST, THENCE 12.5 MILES NORTH ALONG THE
 ER0582'ROAD TOWARD NAVAJO TO A T-ROAD EAST, THENCE 6.0 MILES EAST, 45 FEET
 ER0582'SOUTH OF A FENCE, SET ON A 2-INCH IRON PIPE PROJECTING 1 FOOT, A
 ER0582'STANDARD BLM BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0584 ***********************************************************************
 ER0584  DESIGNATION -  T15N R28E SECS 21 28 1/4 COR
 ER0584  PID         -  ER0584
 ER0584  STATE/COUNTY-  AZ/APACHE
 ER0584  USGS QUAD   -  CEDAR LAKE WASH (1984)
 ER0584
 ER0584                         *CURRENT SURVEY CONTROL
 ER0584  ___________________________________________________________________
 ER0584* NAD 83(1986)-  34 41 19.     (N)    109 22 38.     (W)     SCALED    
 ER0584* NAVD 88     -      1719.539  (meters)    5641.52   (feet)  ADJUSTED  
 ER0584  ___________________________________________________________________
 ER0584  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0584  DYNAMIC HT  -        1717.085 (meters)    5633.47  (feet)  COMP
 ER0584  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 ER0584
 ER0584  VERT ORDER  -  SECOND    CLASS II
 ER0584
 ER0584.The horizontal coordinates were scaled from a topographic map and have
 ER0584.an estimated accuracy of +/- 6 seconds.
 ER0584
 ER0584.The orthometric height was determined by differential leveling
 ER0584.and adjusted in June 1991.
 ER0584
 ER0584.The geoid height was determined by GEOID03.
 ER0584
 ER0584.The dynamic height is computed by dividing the NAVD 88
 ER0584.geopotential number by the normal gravity value computed on the
 ER0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0584.degrees latitude (g = 980.6199 gals.).
 ER0584
 ER0584.The modeled gravity was interpolated from observed gravity values.
 ER0584
 ER0584;                    North         East    Units  Estimated Accuracy
 ER0584;SPC AZ E     -   409,320.      285,690.      MT  (+/- 180 meters Scaled)
 ER0584
 ER0584                          SUPERSEDED SURVEY CONTROL
 ER0584
 ER0584  NGVD 29 (??/??/92) 1718.69   (m)         5638.7    (f) COMPUTED    2 2
 ER0584
 ER0584.Superseded values are not recommended for survey control.
 ER0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0584.See file dsdata.txt to determine how the superseded data were derived.
 ER0584
 ER0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD486397(NAD 83)
 ER0584_MARKER: P = PIPE CAP
 ER0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0584_SP_SET: SHALLOW-SET PIPE
 ER0584_STAMPING: T15N R28E S21 S28 1/4 1963
 ER0584_MARK LOGO: BLM   
 ER0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0584
 ER0584  HISTORY     - Date     Condition        Report By
 ER0584  HISTORY     - 1963     MONUMENTED       BLM
 ER0584  HISTORY     - 1972     GOOD             USGS
 ER0584
 ER0584                          STATION DESCRIPTION
 ER0584
 ER0584'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0584'29.5 KM (18.30 MI) NE FROM ST JOHNS.
 ER0584'FROM THE POST OFFICE IN ST JOHNS, 12.4 MILES EAST AND NORTH ALONG
 ER0584'HIGHWAY 666 TO A T-ROAD WEST AT A CATTLEGUARD, THENCE 1.6 MILES
 ER0584'NORTHWEST TO AN OLD RANCH WITH A WINDMILL, THENCE 0.7 MILES NORTH TO
 ER0584'A FENCE CORNER, THENCE 3.5 MILES WEST ALONG A FENCE LINE, 70 FEET
 ER0584'SOUTHWEST OF A FENCE CORNER, SET ON A 2-INCH IRON PIPE, A STANDARD
 ER0584'BLM CADASTRAL BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0518 ***********************************************************************
 ET0518  DESIGNATION -  T15N R4W SECS 2 3 10 11
 ET0518  PID         -  ET0518
 ET0518  STATE/COUNTY-  AZ/YAVAPAI
 ET0518  USGS QUAD   -  MOUNT JOSH (1979)
 ET0518
 ET0518                         *CURRENT SURVEY CONTROL
 ET0518  ___________________________________________________________________
 ET0518* NAD 83(1986)-  34 39 55.     (N)    112 39 43.     (W)     SCALED    
 ET0518* NAVD 88     -      1531.282  (meters)    5023.88   (feet)  POSTED    
 ET0518  ___________________________________________________________________
 ET0518  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ET0518  DYNAMIC HT  -        1529.240 (meters)    5017.18  (feet)  COMP
 ET0518  MODELED GRAV-     979,246.2   (mgal)                       NAVD 88
 ET0518
 ET0518  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0518
 ET0518.The horizontal coordinates were scaled from a topographic map and have
 ET0518.an estimated accuracy of +/- 6 seconds.
 ET0518
 ET0518.The orthometric height was determined by differential leveling
 ET0518.and adjusted in November 2005.
 ET0518.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0518.rate of 2.1 thru 3.0 mm/km.
 ET0518
 ET0518.The geoid height was determined by GEOID03.
 ET0518
 ET0518.The dynamic height is computed by dividing the NAVD 88
 ET0518.geopotential number by the normal gravity value computed on the
 ET0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0518.degrees latitude (g = 980.6199 gals.).
 ET0518
 ET0518.The modeled gravity was interpolated from observed gravity values.
 ET0518
 ET0518;                    North         East    Units  Estimated Accuracy
 ET0518;SPC AZ C     -   406,700.      145,060.      MT  (+/- 180 meters Scaled)
 ET0518
 ET0518                          SUPERSEDED SURVEY CONTROL
 ET0518
 ET0518  NGVD 29 (??/??/92) 1530.45   (m)         5021.2    (f) COMPUTED    2 0
 ET0518
 ET0518.Superseded values are not recommended for survey control.
 ET0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0518.See file dsdata.txt to determine how the superseded data were derived.
 ET0518
 ET0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD477371(NAD 83)
 ET0518_MARKER: DD = SURVEY DISK
 ET0518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0518_STAMPING: S3 S2 S10 S11 1934
 ET0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0518
 ET0518  HISTORY     - Date     Condition        Report By
 ET0518  HISTORY     - 1934     MONUMENTED       USGLO
 ET0518  HISTORY     - 1952     GOOD             NGS
 ET0518
 ET0518                          STATION DESCRIPTION
 ET0518
 ET0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0518'12.7 MI N FROM SKULL VALLEY.
 ET0518'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0518'POST OFFICE AT SKULL VALLEY, THENCE 8.1 MILES NORTH ALONG A GRADED
 ET0518'COUNTY ROAD, 0.5 MILE NORTH OF L 102 (USFS), 82 FEET WEST OF THE
 ET0518'CENTER LINE OF A DIRT ROAD, 56 FEET SOUTH OF A TELEPHONE POLE, AND
 ET0518'STANDARD UNITED STATES GENERAL LAND OFFICE DISK RIVETED ON THE TOP OF
 ET0518'A 2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0892 ***********************************************************************
 DA0892  DESIGNATION -  T15S R12 11W
 DA0892  PID         -  DA0892
 DA0892  STATE/COUNTY-  AZ/YUMA
 DA0892  USGS QUAD   -  LAS PLAYAS (1990)
 DA0892
 DA0892                         *CURRENT SURVEY CONTROL
 DA0892  ___________________________________________________________________
 DA0892* NAD 83(1986)-  32 04 32.     (N)    113 27 01.     (W)     SCALED    
 DA0892* NAVD 88     -       211.00   (+/-2cm)     692.3    (feet)  VERTCON   
 DA0892  ___________________________________________________________________
 DA0892  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DA0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0892
 DA0892.The horizontal coordinates were scaled from a topographic map and have
 DA0892.an estimated accuracy of +/- 6 seconds.
 DA0892
 DA0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0892.The vertical order pertains to the NGVD 29 superseded value.
 DA0892
 DA0892.The geoid height was determined by GEOID03.
 DA0892
 DA0892;                    North         East    Units  Estimated Accuracy
 DA0892;SPC AZ W     -   119,290.      241,660.      MT  (+/- 180 meters Scaled)
 DA0892
 DA0892                          SUPERSEDED SURVEY CONTROL
 DA0892
 DA0892  NGVD 29 (??/??/92)  210.315  (m)          690.01   (f) ADJ UNCH    2 0
 DA0892
 DA0892.Superseded values are not recommended for survey control.
 DA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0892.See file dsdata.txt to determine how the superseded data were derived.
 DA0892
 DA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA687514(NAD 83)
 DA0892_MARKER: P = PIPE CAP
 DA0892_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0892_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0892_STAMPING: T15S R12W R11W S36 S31 CC MEXICO 40
 DA0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0892
 DA0892  HISTORY     - Date     Condition        Report By
 DA0892  HISTORY     - UNK      MONUMENTED       USGLO
 DA0892  HISTORY     - 1962     GOOD             NGS
 DA0892
 DA0892                          STATION DESCRIPTION
 DA0892
 DA0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0892'12.75 MI SW FROM PAPAGO WELL.
 DA0892'ABOUT 8.9 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0892'TANK AT PAPAGO WELL.  THENCE 3.85 MILES NORTHWEST ALONG THE UNITED
 DA0892'STATES-MEXICO BORDER FENCE, 0.85 MILE NORTHWEST OF A CONCRETE MARKER
 DA0892'NUMBERED 180, 17 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 2.5
 DA0892'FEET SOUTH OF THE BORDER FENCE, 3.2 FEET SOUTH OF A METAL WITNESS
 DA0892'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND RIVETED ON A 2-INCH METAL
 DA0892'PIPE PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 0.3 MILE
 DA0892'SOUTH-SOUTHEAST AND 3.8 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0892'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1010 ***********************************************************************
 DA1010  DESIGNATION -  T15S R13 12W
 DA1010  PID         -  DA1010
 DA1010  STATE/COUNTY-  AZ/YUMA
 DA1010  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1010
 DA1010                         *CURRENT SURVEY CONTROL
 DA1010  ___________________________________________________________________
 DA1010* NAD 83(1986)-  32 06 28.     (N)    113 33 08.     (W)     SCALED    
 DA1010* NAVD 88     -       244.87   (+/-2cm)     803.4    (feet)  VERTCON   
 DA1010  ___________________________________________________________________
 DA1010  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DA1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1010
 DA1010.The horizontal coordinates were scaled from a topographic map and have
 DA1010.an estimated accuracy of +/- 6 seconds.
 DA1010
 DA1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1010.The vertical order pertains to the NGVD 29 superseded value.
 DA1010
 DA1010.The geoid height was determined by GEOID03.
 DA1010
 DA1010;                    North         East    Units  Estimated Accuracy
 DA1010;SPC AZ W     -   122,840.      232,030.      MT  (+/- 180 meters Scaled)
 DA1010
 DA1010                          SUPERSEDED SURVEY CONTROL
 DA1010
 DA1010  NGVD 29 (??/??/92)  244.185  (m)          801.13   (f) ADJ UNCH    2 0
 DA1010
 DA1010.Superseded values are not recommended for survey control.
 DA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1010.See file dsdata.txt to determine how the superseded data were derived.
 DA1010
 DA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA591552(NAD 83)
 DA1010_MARKER: P = PIPE CAP
 DA1010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1010_STAMPING: T 15 S R 13 W R 12 W S 24 S 19 CC 40 MEXICO
 DA1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1010
 DA1010  HISTORY     - Date     Condition        Report By
 DA1010  HISTORY     - UNK      MONUMENTED       USGLO
 DA1010  HISTORY     - 1962     GOOD             NGS
 DA1010
 DA1010                          STATION DESCRIPTION
 DA1010
 DA1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1010'15.6 MI SE FROM TULE WELL.
 DA1010'ABOUT 15.6 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1010'COMMISSION SHELTER AT TULE WELL.  3.4 MILES SOUTHEAST OF A 4X4-INCH
 DA1010'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1010'2.5 MILES WEST OF BORDER MONUMENT NUMBER 181, 17 FEET SOUTH OF THE
 DA1010'CENTER LINE OF THE ROAD, 3.0 FEET SOUTH OF THE UNITED STATES-MEXICO
 DA1010'BORDER FENCE, 4.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 DA1010'WITH THE ROAD, AND ON THE TOP OF A 2 1/2-INCH IRON PIPE WHICH PROJECTS
 DA1010'12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1003 ***********************************************************************
 DA1003  DESIGNATION -  T15S R14 13W SECS 7 12 CC
 DA1003  PID         -  DA1003
 DA1003  STATE/COUNTY-  AZ/YUMA
 DA1003  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1003
 DA1003                         *CURRENT SURVEY CONTROL
 DA1003  ___________________________________________________________________
 DA1003* NAD 83(1986)-  32 08 21.     (N)    113 39 16.     (W)     SCALED    
 DA1003* NAVD 88     -       304.79   (+/-2cm)    1000.0    (feet)  VERTCON   
 DA1003  ___________________________________________________________________
 DA1003  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1003
 DA1003.The horizontal coordinates were scaled from a topographic map and have
 DA1003.an estimated accuracy of +/- 6 seconds.
 DA1003
 DA1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1003.The vertical order pertains to the NGVD 29 superseded value.
 DA1003
 DA1003.The geoid height was determined by GEOID03.
 DA1003
 DA1003;                    North         East    Units  Estimated Accuracy
 DA1003;SPC AZ W     -   126,310.      222,380.      MT  (+/- 180 meters Scaled)
 DA1003
 DA1003                          SUPERSEDED SURVEY CONTROL
 DA1003
 DA1003  NGVD 29 (??/??/92)  304.101  (m)          997.70   (f) ADJ UNCH    2 0
 DA1003
 DA1003.Superseded values are not recommended for survey control.
 DA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1003.See file dsdata.txt to determine how the superseded data were derived.
 DA1003
 DA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA496589(NAD 83)
 DA1003_MARKER: P = PIPE CAP
 DA1003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1003_STAMPING: R 14 W R 13 W S 12 S 7 MEXICO C C 4C
 DA1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1003
 DA1003  HISTORY     - Date     Condition        Report By
 DA1003  HISTORY     - UNK      MONUMENTED       USGLO
 DA1003  HISTORY     - 1962     GOOD             NGS
 DA1003
 DA1003                          STATION DESCRIPTION
 DA1003
 DA1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1003'8.6 MI SE FROM TULE WELL.
 DA1003'ABOUT 8.6 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1003'COMMISSION SHELTER AT TULE WELL.  3.6 MILES NORTHWEST OF A 4X4-INCH
 DA1003'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1003'0.5 MILE EAST OF A CURVE IN THE ROAD, AT THE FOOT OF A ROCKY HILL, 18
 DA1003'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FEET EAST OF A METAL
 DA1003'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A CAP ON
 DA1003'THE TOP OF A 1 1/2-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1506 ***********************************************************************
 DA1506  DESIGNATION -  T15S R3W SEC 36 SE COR
 DA1506  PID         -  DA1506
 DA1506  STATE/COUNTY-  AZ/PIMA
 DA1506  USGS QUAD   -  GU VO (1990)
 DA1506
 DA1506                         *CURRENT SURVEY CONTROL
 DA1506  ___________________________________________________________________
 DA1506* NAD 83(1992)-  32 04 11.51005(N)    112 31 22.77136(W)     ADJUSTED  
 DA1506* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 DA1506  ___________________________________________________________________
 DA1506  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DA1506  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DA1506  HORZ ORDER  -  THIRD
 DA1506
 DA1506.The horizontal coordinates were established by classical geodetic methods
 DA1506.and adjusted by the National Geodetic Survey in August 1993.
 DA1506
 DA1506.The orthometric height was scaled from a topographic map.
 DA1506
 DA1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1506
 DA1506.The geoid height was determined by GEOID03.
 DA1506
 DA1506;                    North         East     Units Scale Factor Converg.
 DA1506;SPC AZ C     -   118,774.102   156,115.152   MT  0.99994040   -0 19 19.0
 DA1506;SPC AZ C     -   389,678.81    512,188.82   iFT  0.99994040   -0 19 19.0
 DA1506;UTM  12      - 3,549,194.190   356,247.007   MT  0.99985485   -0 48 31.6
 DA1506
 DA1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1506!SPC AZ C     -   0.99990575  x   0.99994040  =   0.99984616
 DA1506!UTM  12      -   0.99990575  x   0.99985485  =   0.99976062
 DA1506
 DA1506:                Primary Azimuth Mark                     Grid Az
 DA1506:SPC AZ C     -  LLANO                                    057 15 59.3
 DA1506:UTM  12      -  LLANO                                    057 45 11.9
 DA1506
 DA1506|---------------------------------------------------------------------|
 DA1506| PID    Reference Object                     Distance      Geod. Az  |
 DA1506|                                                           dddmmss.s |
 DA1506| DA1483 LLANO                               APPROX. 9.3 KM 0565640.3 |
 DA1506|---------------------------------------------------------------------|
 DA1506
 DA1506                          SUPERSEDED SURVEY CONTROL
 DA1506
 DA1506  NAD 83(1986)-  32 04 11.50082(N)    112 31 22.77320(W) AD(       ) 3
 DA1506  NAD 27      -  32 04 11.25900(N)    112 31 20.26400(W) AD(       ) 3
 DA1506
 DA1506.Superseded values are not recommended for survey control.
 DA1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1506.See file dsdata.txt to determine how the superseded data were derived.
 DA1506
 DA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5624749194(NAD 83)
 DA1506_MARKER: P = PIPE CAP
 DA1506_SETTING: 0 = UNSPECIFIED SETTING
 DA1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1506
 DA1506  HISTORY     - Date     Condition        Report By
 DA1506  HISTORY     - 1936     MONUMENTED       USGLO
 DA1506
 DA1506                          STATION DESCRIPTION
 DA1506
 DA1506'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1506'THE SOUTHEAST CORNER OF SEC. 36, T. 15 S., R. 3 W., MARKED BY
 DA1506'A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 DA1506'9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE CAP IS
 DA1506'STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1918.
 DA1506'REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY
 DA1506'12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 189.85 METERS
 DA1506'(622.9 FEET) S. 30 DEG E. (MAGNETIC).  REFERENCE MARK NO. 2,
 DA1506'A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 DA1506'26 INCHES IN GROUND, IS 146.874 METERS (481.87 FEET) S. 30
 DA1506'DEG W. (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2010 ***********************************************************************
 CZ2010  DESIGNATION -  T15S R4E SEC 34 SE COR
 CZ2010  PID         -  CZ2010
 CZ2010  STATE/COUNTY-  AZ/PIMA
 CZ2010  USGS QUAD   -  KO VAYA (1979)
 CZ2010
 CZ2010                         *CURRENT SURVEY CONTROL
 CZ2010  ___________________________________________________________________
 CZ2010* NAD 83(1992)-  32 04 18.22305(N)    111 56 45.21780(W)     ADJUSTED  
 CZ2010* NAVD 88     -       822.     (meters)    2697.     (feet)  SCALED    
 CZ2010  ___________________________________________________________________
 CZ2010  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CZ2010  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 CZ2010  HORZ ORDER  -  THIRD
 CZ2010
 CZ2010.The horizontal coordinates were established by classical geodetic methods
 CZ2010.and adjusted by the National Geodetic Survey in August 1993.
 CZ2010
 CZ2010.The orthometric height was scaled from a topographic map.
 CZ2010
 CZ2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2010
 CZ2010.The geoid height was determined by GEOID03.
 CZ2010
 CZ2010;                    North         East     Units Scale Factor Converg.
 CZ2010;SPC AZ C     -   118,820.405   210,600.661   MT  0.99990009   -0 00 55.9
 CZ2010;SPC AZ C     -   389,830.73    690,947.05   iFT  0.99990009   -0 00 55.9
 CZ2010;UTM  12      - 3,548,777.635   410,723.114   MT  0.99969829   -0 30 08.2
 CZ2010
 CZ2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2010!SPC AZ C     -   0.99987581  x   0.99990009  =   0.99977591
 CZ2010!UTM  12      -   0.99987581  x   0.99969829  =   0.99957414
 CZ2010
 CZ2010                          SUPERSEDED SURVEY CONTROL
 CZ2010
 CZ2010  NAD 83(1986)-  32 04 18.21623(N)    111 56 45.21776(W) AD(       ) 3
 CZ2010  NAD 27      -  32 04 17.96400(N)    111 56 42.76900(W) AD(       ) 3
 CZ2010
 CZ2010.Superseded values are not recommended for survey control.
 CZ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2010.See file dsdata.txt to determine how the superseded data were derived.
 CZ2010
 CZ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA1072348778(NAD 83)
 CZ2010_MARKER: I = METAL ROD
 CZ2010_SETTING: 0 = UNSPECIFIED SETTING
 CZ2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2010
 CZ2010  HISTORY     - Date     Condition        Report By
 CZ2010  HISTORY     - 1936     MONUMENTED       USGLO
 CZ2010  HISTORY     - 1958     MARK NOT FOUND   AMS
 CZ2010  HISTORY     - 19750502 MARK NOT FOUND   USGS
 CZ2010
 CZ2010                          STATION DESCRIPTION
 CZ2010
 CZ2010'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 CZ2010'THE SOUTHEAST CORNER OF SEC. 34, T. 15 S., R. 4 E., MARKED
 CZ2010'BY A 2-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE
 CZ2010'BLOCK 9 BY 15 BY 36 INCHES SET 22 INCHES IN GROUND.  THE CAP
 CZ2010'IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1924.
 CZ2010'REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7
 CZ2010'BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 360.481 METERS
 CZ2010'1,182.68 FEET) N. 45 DEG 22 MIN W.  (MAGNETIC).  REFERENCE
 CZ2010'MARK NO. 2, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30
 CZ2010'INCHES SET 26 INCHES IN GROUND, IS 106.358 METERS (348.94
 CZ2010'FEET) S. 88 DEG 00 MIN E. (MAGNETIC).
 CZ2010
 CZ2010                          STATION RECOVERY (1958)
 CZ2010
 CZ2010'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CZ2010'STATION WAS NOT LOCATED, A FOUR HOUR SEARCH WAS MADE BY TWO
 CZ2010'MEN.
 CZ2010
 CZ2010                          STATION RECOVERY (1975)
 CZ2010
 CZ2010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JRM)
 CZ2010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0934 ***********************************************************************
 EU0934  DESIGNATION -  T16 1/2N R20W SECS 27 28 1/4 COR
 EU0934  PID         -  EU0934
 EU0934  STATE/COUNTY-  AZ/MOHAVE
 EU0934  USGS QUAD   -  WARM SPRINGS SE (1970)
 EU0934
 EU0934                         *CURRENT SURVEY CONTROL
 EU0934  ___________________________________________________________________
 EU0934* NAD 83(1992)-  34 47 08.09300(N)    114 21 06.16195(W)     ADJUSTED  
 EU0934* NAVD 88     -       343.9    (meters)    1128.     (feet)  VERTCON   
 EU0934  ___________________________________________________________________
 EU0934  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 EU0934  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 EU0934  HORZ ORDER  -  FIRST
 EU0934
 EU0934.The horizontal coordinates were established by classical geodetic methods
 EU0934.and adjusted by the National Geodetic Survey in August 1993.
 EU0934
 EU0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0934
 EU0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0934
 EU0934.The geoid height was determined by GEOID03.
 EU0934
 EU0934;                    North         East     Units Scale Factor Converg.
 EU0934;SPC AZ W     -   419,968.258   158,291.257   MT  0.99997070   -0 20 35.8
 EU0934;SPC AZ W     - 1,377,848.62    519,328.27   iFT  0.99997070   -0 20 35.8
 EU0934;UTM  11      - 3,852,461.563   742,319.754   MT  1.00032378   +1 30 41.8
 EU0934
 EU0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0934!SPC AZ W     -   0.99995081  x   0.99997070  =   0.99992151
 EU0934!UTM  11      -   0.99995081  x   1.00032378  =   1.00027457
 EU0934
 EU0934|---------------------------------------------------------------------|
 EU0934| PID    Reference Object                     Distance      Geod. Az  |
 EU0934|                                                           dddmmss.s |
 EU0934| CC5299 GLO D RM 1                            8.725 METERS 00605     |
 EU0934| CC5300 GLO D RM 2                            8.208 METERS 18946     |
 EU0934| CC5298 GLO D AZ MK                                        1993105.5 |
 EU0934|---------------------------------------------------------------------|
 EU0934
 EU0934                          SUPERSEDED SURVEY CONTROL
 EU0934
 EU0934  NAD 83(1986)-  34 47 08.09594(N)    114 21 06.16852(W) AD(       ) 1
 EU0934  NAD 27      -  34 47 08.07400(N)    114 21 03.31700(W) AD(       ) 1
 EU0934  NGVD 29 (07/19/86)  343.2    (m)         1126.     (f) VERT ANG    3  
 EU0934
 EU0934.Superseded values are not recommended for survey control.
 EU0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0934.See file dsdata.txt to determine how the superseded data were derived.
 EU0934
 EU0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4232052462(NAD 83)
 EU0934_MARKER: I = METAL ROD
 EU0934_SETTING: 0 = UNSPECIFIED SETTING
 EU0934
 EU0934  HISTORY     - Date     Condition        Report By
 EU0934  HISTORY     - 1945     MONUMENTED       USGLO
 EU0934
 EU0934                          STATION DESCRIPTION
 EU0934
 EU0934'DESCRIBED BY US GENERAL LAND OFFICE 1945 (EHB)
 EU0934'STATION IS LOCATED 8 MILES (AIR LINE) E OF TOPOCK, ABOUT 4 MILES
 EU0934'N OF POWELL SIDING ON THE ATCHISON, TOPEKA AND SANTA FE. RAILWAY,
 EU0934'ON A LOW PLATEAU SLIGHTLY ABOVE THE RAILROAD RIGHT-OF-WAY.
 EU0934'
 EU0934'STATION MARK IS A STANDARD GENERAL LAND OFFICE 1-INCH IRON POST
 EU0934'SET IN AN IRREGULAR CONCRETE BLOCK AND PROJECTS ABOUT 9 INCHES
 EU0934'ABOVE THE GROUND.  IT IS 8 FEET SE OF THE CENTER LINE OF TRACK
 EU0934'ROAD LEADING TO STATION AND IS STAMPED 1/4 S28 S27 1916.
 EU0934'
 EU0934'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0934'WHICH PROJECTS 7 INCHES ABOVE THE GROUND AND IS STAMPED GLO D NO
 EU0934'1 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EU0934'
 EU0934'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0934'PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED GLO D NO 2
 EU0934'1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EU0934'
 EU0934'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER WHICH
 EU0934'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND AND IS STAMPED GLO D
 EU0934'1945.  IT IS 27-1/2 FEET SE OF THE TRACK ROAD LEADING TO STATION
 EU0934'AND 5-1/2 FEET NE OF A 3-1/2-FOOT CAIRN.
 EU0934'
 EU0934'TO REACH STATION FROM THE POST OFFICE IN TOPOCK, GO E ON THE
 EU0934'GRADED ROAD WHICH RUNS ALONG THE S SIDE OF THE ATCHISON, TOPEKA
 EU0934'AND SANTA FE RAILWAY FOR 8.5 MILES TO A FORK AND SIGN READING
 EU0934'YUCCA TOPOCK ON THE RIGHT.  HERE TURN LEFT OR N AND GO 0.8 MILE
 EU0934'TO A RAILROAD CROSSING.  CONTINUE 0.05 MILE AND TURN LEFT ON A
 EU0934'BLADED ROAD AND GO 0.2 MILE TO A FORK.  HERE TURN RIGHT (N) AND
 EU0934'GO 3.7 MILES ON A TRACK ROAD TO 3-1/2-FOOT CAIRN AND THE AZIMUTH
 EU0934'MARK ON THE RIGHT.  CONTINUE 0.3 MILE TO THE STATION.  SEE ALSO
 EU0934'DESCRIPTIONS OF POINT AND WARM ABOVE.
 EU0934'
 EU0934'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1099 ***********************************************************************
 ET1099  DESIGNATION -  T16N R13W SECS 21 22 27 28 RESET
 ET1099  PID         -  ET1099
 ET1099  STATE/COUNTY-  AZ/MOHAVE
 ET1099  USGS QUAD   -  WIKIEUP (1967)
 ET1099
 ET1099                         *CURRENT SURVEY CONTROL
 ET1099  ___________________________________________________________________
 ET1099* NAD 83(1992)-  34 42 18.52856(N)    113 37 00.54856(W)     ADJUSTED  
 ET1099* NAVD 88     -       621.66   (+/-2cm)    2039.6    (feet)  VERTCON   
 ET1099  ___________________________________________________________________
 ET1099  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 ET1099  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 ET1099  HORZ ORDER  -  SECOND
 ET1099  VERT ORDER  -  THIRD ? (See Below)
 ET1099
 ET1099.The horizontal coordinates were established by classical geodetic methods
 ET1099.and adjusted by the National Geodetic Survey in August 1993.
 ET1099
 ET1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1099.The vertical order pertains to the NGVD 29 superseded value.
 ET1099
 ET1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1099
 ET1099.The geoid height was determined by GEOID03.
 ET1099
 ET1099;                    North         East     Units Scale Factor Converg.
 ET1099;SPC AZ W     -   410,888.872   225,560.487   MT  0.99993517   +0 04 33.0
 ET1099;SPC AZ W     - 1,348,060.60    740,027.84   iFT  0.99993517   +0 04 33.0
 ET1099;UTM  12      - 3,843,463.213   260,327.989   MT  1.00030806   -1 29 26.2
 ET1099
 ET1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1099!SPC AZ W     -   0.99990699  x   0.99993517  =   0.99984217
 ET1099!UTM  12      -   0.99990699  x   1.00030806  =   1.00021502
 ET1099
 ET1099:                Primary Azimuth Mark                     Grid Az
 ET1099:SPC AZ W     -  WIKIEUP AZ MK                            001 05 07.7
 ET1099:UTM  12      -  WIKIEUP AZ MK                            002 39 06.9
 ET1099
 ET1099|---------------------------------------------------------------------|
 ET1099| PID    Reference Object                     Distance      Geod. Az  |
 ET1099|                                                           dddmmss.s |
 ET1099| CH4558 WIKIEUP AZ MK                                      0010940.7 |
 ET1099| ET1098 WIKIEUP WINDMILL                     46.299 METERS 02712     |
 ET1099| CH4561 WIKIEUP RM 3                         16.548 METERS 05747     |
 ET1099| CH4562 WIKIEUP RM 4                          6.710 METERS 18413     |
 ET1099| CH4560 WIKIEUP RM 2                         10.371 METERS 27152     |
 ET1099| CH4559 WIKIEUP RM 1                         27.818 METERS 34607     |
 ET1099|---------------------------------------------------------------------|
 ET1099
 ET1099                          SUPERSEDED SURVEY CONTROL
 ET1099
 ET1099  NAD 83(1986)-  34 42 18.52889(N)    113 37 00.55506(W) AD(       ) 2
 ET1099  NAD 27      -  34 42 18.48400(N)    113 36 57.78300(W) AD(       ) 2
 ET1099  NGVD 29 (07/19/86)  620.93   (m)         2037.2    (f) LEVELING    3  
 ET1099
 ET1099.Superseded values are not recommended for survey control.
 ET1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1099.See file dsdata.txt to determine how the superseded data were derived.
 ET1099
 ET1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6032843463(NAD 83)
 ET1099_MARKER: DD = SURVEY DISK
 ET1099_SETTING: 0 = UNSPECIFIED SETTING
 ET1099
 ET1099  HISTORY     - Date     Condition        Report By
 ET1099  HISTORY     - UNK      MONUMENTED       USGLO
 ET1099  HISTORY     - 1975     GOOD             AZ-015
 ET1099  HISTORY     - 1977     GOOD             NGS
 ET1099  HISTORY     - 1980     GOOD             AZDT
 ET1099
 ET1099                          STATION DESCRIPTION
 ET1099
 ET1099'DESCRIBED BY MOHAVE COUNTY ARIZONA 1975 (JMK)
 ET1099'S.21 S.22 S.28 S.27, T16N, R13W USGLO-THIS MARK HAS BEEN
 ET1099'DISTURBED AND RESET BY A LOCAL ENGINEER--E=-0.090 FT.
 ET1099'N=+0.019 FT OF ITS ORIGINAL POSITION.
 ET1099'
 ET1099'R.M. 1 HAS BEEN DISTURBED.-R.M. 2 AND AZIMUTH MARK HAVE
 ET1099'NOT BEEN DISTURBED.
 ET1099'
 ET1099'THIS STATION HAS CADASTRAL SIGNIFICANCE BUT MAY BE RESET
 ET1099'TO ORIGINAL POS. WITH NO PROBLEM.  R.M. 1 SHOULD BE MOVED AS
 ET1099'IT IS IN A WELL TRAVELED AREA.
 ET1099
 ET1099                          STATION RECOVERY (1977)
 ET1099
 ET1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CN)
 ET1099'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ET1099'RECOVERED WITH THE FOLLOWING COMMENTS.  THE STATION MARK HAS BEEN
 ET1099'REPORTED RESET BY A LOCAL SURVEYOR, REFERENCE MARK 1 HAS BEEN
 ET1099'DISTURBED REFERENCE MARK 2 IS IN PLACE BUT VULNERABLE TO ROAD GRADING
 ET1099'AND THE AZI-MARK IS IN GOOD CONDITION.  MEASUREMENTS OF ANGLES AND
 ET1099'DISTANCES AT THE STATION INDICATE THE STATION IS ON THE
 ET1099'ORIGINAL POSITION WITHIN 0.015 METER.  REFERENCE MARKS 2 AND 4
 ET1099'WERE ESTABLISHED AT THIS TIME AND REFERENCE MARK 1 WAS REMOVED AT THE
 ET1099'REQUEST OF THE LAND OWNER.
 ET1099'
 ET1099'THE STATION MARK IS GLO DISK STAMPED, T16N R13W S21 S22 S28 S27 THE
 ET1099'DATE HAS BEEN SCRAPED OFF.  IT IS IN THE SOUTHEAST CORNER OF THE
 ET1099'INTERSECTION OF CHICKEN SPRINGS ROAD AND A CROSS STREET, 19 FEET
 ET1099'SOUTH OF THE CENTER OF CHICKEN SPRINGS ROAD, 14 FEET EAST OF THE
 ET1099'CENTER OF A CROSS STREET AND 2 FEET NORTH OF A WITNESS SIGN ON A
 ET1099'FENCE CORNER.
 ET1099'
 ET1099'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, WIKIEUP GLO NO 2 1944.
 ET1099'IT IS SET IN TOP OF A 12 X 12 INCH CONCRETE MONUMENT WHICH IS SET
 ET1099'FLUSH AT THE SOUTHWEST CORNER OF THE INTERSECTION, 15 FEET SOUTH OF
 ET1099'THE CENTER OF CHICKEN SPRINGS ROAD AND 14 FEET WEST OF THE CENTER
 ET1099'OF THE CROSS STREET.
 ET1099'
 ET1099'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, WIKIEUP GLO NO 3
 ET1099'1977.  IT IS SET IN A DRILL HOLE IN THE TOP OF THE NORTH SIDE OF
 ET1099'THE CATTLE GUARD ACROSS CHICKEN SPRINGS ROAD.
 ET1099'
 ET1099'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, WIKIEUP GLO NO 4 1977.
 ET1099'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 ET1099'WITH THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF A WOODEN WITNESS
 ET1099'POST, 14 FEET EAST OF THE CENTER OF THE CROSS STREET AND 2 FEET
 ET1099'WEST OF A NORTH-SOUTH FENCELINE AND 2-1/2 FEET NORTH OF A POWER
 ET1099'POLE.
 ET1099'
 ET1099'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GLO WIKIEUP 1944.  IT IS
 ET1099'SET IN TOP OF A 12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 ET1099'1 INCH.  IT IS 0.3 MILE NORTH OF THE STATION ALONG THE EAST SIDE OF
 ET1099'CROSS STREET, ATOP A SMALL MOUND ON THE NORTH SIDE OF A WASH.
 ET1099'
 ET1099'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, GO NORTH ALONG
 ET1099'U.S. HIGHWAY 93 FOR 0.35 MILE TO CHICKEN SPRINGS ROAD.  TURN LEFT
 ET1099'ALONG THIS ROAD FOR 0.35 MILE TO A CROSS STREET AND STATION, THIS
 ET1099'POINT BEING ABOUT 0.1 MILE WEST OF A SCHOOL.
 ET1099'
 ET1099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WIKIEUP.
 ET1099'
 ET1099'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ET1099
 ET1099                          STATION RECOVERY (1980)
 ET1099
 ET1099'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1099'THE STATION MARK REFERENCE MARKS 2, 3, 4 AND THE AZIMUTH MARK WERE
 ET1099'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1
 ET1099'IS DESTROYED.  IT WAS NOTED BY CHECKS TO DISTANT STATIONS AND ANGLES
 ET1099'TO REFERENCE MARKS AND THE AZIMUTH MARK THAT THE STATION IS STILL ON
 ET1099'OR AT LEAST VERY NEAR THE ORIGINAL POSITION.  IT WAS PROBABLY LOWERED
 ET1099'ON POSITION BY A SURVEYOR WHO FAILED TO REPORT THE ACTION.  AND AN OLD
 ET1099'ERROR WAS MADE IN THE REFERENCE MARK MEASUREMENTS.  A NEW ROUTE TO THE
 ET1099'STATION FOLLOWS.
 ET1099'
 ET1099'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP, TRAVEL NORTH ON
 ET1099'US HIGHWAY 93 FOR 0.4 MILE TO CHICKEN SPRINGS ROAD.  TURN LEFT PASSING
 ET1099'A SCHOOL ON THE RIGHT FOR 0.3 MILE TO A CATTLE GUARD AND A CROSS
 ET1099'STREET.  THE STATION IS ABOUT 50 FEET TO THE LEFT OF CATTLE GUARD AT A
 ET1099'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0242 ***********************************************************************
 ES0242  DESIGNATION -  T16N R16E SEC 18 1/4 COR WEST
 ES0242  PID         -  ES0242
 ES0242  STATE/COUNTY-  AZ/NAVAJO
 ES0242  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0242
 ES0242                         *CURRENT SURVEY CONTROL
 ES0242  ___________________________________________________________________
 ES0242* NAD 83(1986)-  34 46 46.     (N)    110 41 55.     (W)     SCALED    
 ES0242* NAVD 88     -      1701.339  (meters)    5581.81   (feet)  ADJUSTED  
 ES0242  ___________________________________________________________________
 ES0242  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0242  DYNAMIC HT  -        1698.958 (meters)    5574.00  (feet)  COMP
 ES0242  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 ES0242
 ES0242  VERT ORDER  -  SECOND    CLASS 0
 ES0242
 ES0242.The horizontal coordinates were scaled from a topographic map and have
 ES0242.an estimated accuracy of +/- 6 seconds.
 ES0242
 ES0242.The orthometric height was determined by differential leveling
 ES0242.and adjusted in June 1991.
 ES0242
 ES0242.The geoid height was determined by GEOID03.
 ES0242
 ES0242.The dynamic height is computed by dividing the NAVD 88
 ES0242.geopotential number by the normal gravity value computed on the
 ES0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0242.degrees latitude (g = 980.6199 gals.).
 ES0242
 ES0242.The modeled gravity was interpolated from observed gravity values.
 ES0242
 ES0242;                    North         East    Units  Estimated Accuracy
 ES0242;SPC AZ E     -   419,240.      164,670.      MT  (+/- 180 meters Scaled)
 ES0242
 ES0242                          SUPERSEDED SURVEY CONTROL
 ES0242
 ES0242  NGVD 29 (??/??/92) 1700.481  (m)         5578.99   (f) ADJ UNCH    2 0
 ES0242
 ES0242.Superseded values are not recommended for survey control.
 ES0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0242.See file dsdata.txt to determine how the superseded data were derived.
 ES0242
 ES0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD275486(NAD 83)
 ES0242_MARKER: DD = SURVEY DISK
 ES0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0242_STAMPING: 1/4 SEC 18 1917
 ES0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0242
 ES0242  HISTORY     - Date     Condition        Report By
 ES0242  HISTORY     - 1917     MONUMENTED       USGLO
 ES0242  HISTORY     - 1935     GOOD             NGS
 ES0242
 ES0242                          STATION DESCRIPTION
 ES0242
 ES0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ES0242'17.9 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0242'17.9 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  27 FEET EAST
 ES0242'OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A FENCE LINE, AND 4 FEET
 ES0242'NW OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0922 ***********************************************************************
 EU0922  DESIGNATION -  T16N R19W SECS 13 24 1/4 COR
 EU0922  PID         -  EU0922
 EU0922  STATE/COUNTY-  AZ/MOHAVE
 EU0922  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0922
 EU0922                         *CURRENT SURVEY CONTROL
 EU0922  ___________________________________________________________________
 EU0922* NAD 83(1992)-  34 43 13.39023(N)    114 12 09.47339(W)     ADJUSTED  
 EU0922* NAVD 88     -       430.9    (meters)    1414.     (feet)  VERTCON   
 EU0922  ___________________________________________________________________
 EU0922  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 EU0922  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EU0922  HORZ ORDER  -  FIRST
 EU0922
 EU0922.The horizontal coordinates were established by classical geodetic methods
 EU0922.and adjusted by the National Geodetic Survey in August 1993.
 EU0922
 EU0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0922
 EU0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0922
 EU0922.The geoid height was determined by GEOID03.
 EU0922
 EU0922;                    North         East     Units Scale Factor Converg.
 EU0922;SPC AZ W     -   412,664.539   171,902.644   MT  0.99995451   -0 15 28.1
 EU0922;SPC AZ W     - 1,353,886.28    563,985.05   iFT  0.99995451   -0 15 28.1
 EU0922;UTM  11      - 3,845,599.127   756,165.830   MT  1.00040888   +1 35 39.0
 EU0922
 EU0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0922!SPC AZ W     -   0.99993712  x   0.99995451  =   0.99989163
 EU0922!UTM  11      -   0.99993712  x   1.00040888  =   1.00034597
 EU0922
 EU0922|---------------------------------------------------------------------|
 EU0922| PID    Reference Object                     Distance      Geod. Az  |
 EU0922|                                                           dddmmss.s |
 EU0922| CC5302 GLO E RM 1                           16.694 METERS 06127     |
 EU0922| EU0937 SPHINX TARGET                       APPROX. 9.5 KM 3055113.6 |
 EU0922| CC5301 GLO E AZ MK                                        3090741.8 |
 EU0922| CC5303 GLO E RM 2                           13.597 METERS 31045     |
 EU0922|---------------------------------------------------------------------|
 EU0922
 EU0922                          SUPERSEDED SURVEY CONTROL
 EU0922
 EU0922  NAD 83(1986)-  34 43 13.39189(N)    114 12 09.48113(W) AD(       ) 1
 EU0922  NAD 27      -  34 43 13.36200(N)    114 12 06.64800(W) AD(       ) 1
 EU0922  NGVD 29 (07/19/86)  430.2    (m)         1411.     (f) VERT ANG    3  
 EU0922
 EU0922.Superseded values are not recommended for survey control.
 EU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0922.See file dsdata.txt to determine how the superseded data were derived.
 EU0922
 EU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5616645599(NAD 83)
 EU0922_MARKER: P = PIPE CAP
 EU0922_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0922
 EU0922  HISTORY     - Date     Condition        Report By
 EU0922  HISTORY     - 1945     MONUMENTED       USGLO
 EU0922  HISTORY     - 1956     SEE DESCRIPTION  CGS
 EU0922
 EU0922                          STATION DESCRIPTION
 EU0922
 EU0922'DESCRIBED BY US GENERAL LAND OFFICE 1945 (EHB)
 EU0922'STATION IS LOCATED ABOUT 17 MILES ESE OF TOPOCK, ABOUT 12
 EU0922'MILES SSW OF YUCCA, IN FLAT COUNTRY ABOUT 0.5 MILE S OF THE
 EU0922'TOPOCK-YUCCA ROAD, 91 FEET W OF TRACK ROAD TO THE IDEAL MINE.
 EU0922'
 EU0922'STATION MARK IS A GENERAL LAND OFFICE BRASS CAP RIVETED ON
 EU0922'A 1/4-INCH IRON PIPE PROJECTING 14 INCHES ABOVE THE GROUND.
 EU0922'IT IS STAMPED 1/4 S 13 S 24 1916.
 EU0922'
 EU0922'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0922'POST PROJECTING 8 INCHES ABOVE GROUND.  IT IS STAMPED GLO E
 EU0922'NO 1 1945.
 EU0922'
 EU0922'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 EU0922'POST PROJECTING 10 INCHES ABOVE GROUND.  IT IS STAMPED GLO E
 EU0922'NO 2 1945.
 EU0922'
 EU0922'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE
 EU0922'POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED
 EU0922'GLO E 1945.  IT IS 0.2 MILE W OF THE JUNCTION OF THE IDEAL
 EU0922'MINE ROAD AND THE TOPOCK-YUCCA ROAD AND 25 FEET E OF THE LATTER
 EU0922'ROAD.
 EU0922'
 EU0922'TO REACH STATION FROM THE POST OFFICE IN YUCCA, GO S ON THE
 EU0922'GRADED ROAD TOWARD TOPOCK FOR 12.3 MILES TO A TRACK ROAD
 EU0922'LEFT AND SIGN READING IDEAL MINE 3 MILES.  TURN LEFT AND
 EU0922'FOLLOW TRACK ROAD SE FOR 0.5 MILE TO STATION ON RIGHT.
 EU0922'
 EU0922'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 EU0922
 EU0922                          STATION RECOVERY (1956)
 EU0922
 EU0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 EU0922'ALL MARKS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 EU0922'FOR REACHING THE STATION SITE FOLLOWS.  TO REACH FROM YUCCA,
 EU0922'GO SOUTHWEST ON U.S. 66 8.3 MILES TO A GRADED ROAD LEFT, TURN
 EU0922'LEFT 1.2 MILES TO A GASLINE, CONTINUE STRAIGHT AHEAD 1.3 MILES
 EU0922'TO A CROSSROAD, TURN RIGHT 2.4 MILES TO A FENCE, CONTINUE
 EU0922'STRAIGHT AHEAD 1.0 MILES TO A TRACK ROAD LEFT, TURN LEFT
 EU0922'0.5 MILE TO THE STATION ON THE RIGHT.
 EU0922'
 EU0922'THE REMAINDER OF THE 1945 DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0510 ***********************************************************************
 ET0510  DESIGNATION -  T16N R4W SEC 31 1/4 COR SOUTH
 ET0510  PID         -  ET0510
 ET0510  STATE/COUNTY-  AZ/YAVAPAI
 ET0510  USGS QUAD   -  MOUNT JOSH (1979)
 ET0510
 ET0510                         *CURRENT SURVEY CONTROL
 ET0510  ___________________________________________________________________
 ET0510* NAD 83(1986)-  34 43 11.     (N)    112 43 23.     (W)     SCALED    
 ET0510* NAVD 88     -      1507.140  (meters)    4944.68   (feet)  POSTED    
 ET0510  ___________________________________________________________________
 ET0510  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 ET0510  DYNAMIC HT  -        1505.130 (meters)    4938.08  (feet)  COMP
 ET0510  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 ET0510
 ET0510  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0510
 ET0510.The horizontal coordinates were scaled from a topographic map and have
 ET0510.an estimated accuracy of +/- 6 seconds.
 ET0510
 ET0510.The orthometric height was determined by differential leveling
 ET0510.and adjusted in November 2005.
 ET0510.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0510.was located on a no-check spur therefore a value was not computed.
 ET0510.No vertical observational check was made to the station.
 ET0510
 ET0510.The geoid height was determined by GEOID03.
 ET0510
 ET0510.The dynamic height is computed by dividing the NAVD 88
 ET0510.geopotential number by the normal gravity value computed on the
 ET0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0510.degrees latitude (g = 980.6199 gals.).
 ET0510
 ET0510.The modeled gravity was interpolated from observed gravity values.
 ET0510
 ET0510;                    North         East    Units  Estimated Accuracy
 ET0510;SPC AZ C     -   412,780.      139,500.      MT  (+/- 180 meters Scaled)
 ET0510
 ET0510                          SUPERSEDED SURVEY CONTROL
 ET0510
 ET0510  NGVD 29 (??/??/92) 1506.31   (m)         4942.0    (f) COMPUTED    2 0
 ET0510
 ET0510.Superseded values are not recommended for survey control.
 ET0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0510.See file dsdata.txt to determine how the superseded data were derived.
 ET0510
 ET0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD422433(NAD 83)
 ET0510_MARKER: DD = SURVEY DISK
 ET0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0510_STAMPING: 1/4 S31 1934
 ET0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0510+STABILITY: SURFACE MOTION
 ET0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0510+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0510
 ET0510  HISTORY     - Date     Condition        Report By
 ET0510  HISTORY     - UNK      MONUMENTED       USGLO
 ET0510  HISTORY     - 1952     GOOD             NGS
 ET0510  HISTORY     - 20090122 GOOD             GEOCAC
 ET0510
 ET0510                          STATION DESCRIPTION
 ET0510
 ET0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0510'18.3 MI N FROM SKULL VALLEY.
 ET0510'4.6 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0510'POST OFFICE AT SKULL VALLEY, THENCE 10.2 MILES NORTH ALONG A GRADED
 ET0510'COUNTY ROAD, THENCE 3.5 MILES NORTHWEST ALONG A TRACK ROAD, 0.1 MILE
 ET0510'NORTHWEST OF T 315, 115 YARDS WEST OF THE MAIN ROAD AND A TRACK ROAD
 ET0510'LEADING EAST, 100 YARDS EAST OF A WINDMILL AND SMALL FRAME HOUSE, 116
 ET0510'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 2 FEET SOUTH OF A WIRE
 ET0510'FENCE, A STANDARD UNITED STATES GENERAL LAND OFFICE DISK RIVETED ON
 ET0510'THE TOP OF A 1/2-INCH IRON PIPE, AND SET IN A CONCRETE POST PROJECTING
 ET0510'0.9 FOOT ABOVE THE GROUND.
 ET0510
 ET0510                          STATION RECOVERY (2009)
 ET0510
 ET0510'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0500 ***********************************************************************
 ET0500  DESIGNATION -  T16N R4W SECS 13 14 23 24
 ET0500  PID         -  ET0500
 ET0500  STATE/COUNTY-  AZ/YAVAPAI
 ET0500  USGS QUAD   -  SIMMONS (1979)
 ET0500
 ET0500                         *CURRENT SURVEY CONTROL
 ET0500  ___________________________________________________________________
 ET0500* NAD 83(1986)-  34 45 43.     (N)    112 38 45.     (W)     SCALED    
 ET0500* NAVD 88     -      1427.271  (meters)    4682.64   (feet)  POSTED    
 ET0500  ___________________________________________________________________
 ET0500  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0500  DYNAMIC HT  -        1425.390 (meters)    4676.47  (feet)  COMP
 ET0500  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 ET0500
 ET0500  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0500
 ET0500.The horizontal coordinates were scaled from a topographic map and have
 ET0500.an estimated accuracy of +/- 6 seconds.
 ET0500
 ET0500.The orthometric height was determined by differential leveling
 ET0500.and adjusted in November 2005.
 ET0500.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0500.rate of 2.1 thru 3.0 mm/km.
 ET0500
 ET0500.The geoid height was determined by GEOID03.
 ET0500
 ET0500.The dynamic height is computed by dividing the NAVD 88
 ET0500.geopotential number by the normal gravity value computed on the
 ET0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0500.degrees latitude (g = 980.6199 gals.).
 ET0500
 ET0500.The modeled gravity was interpolated from observed gravity values.
 ET0500
 ET0500;                    North         East    Units  Estimated Accuracy
 ET0500;SPC AZ C     -   417,410.      146,610.      MT  (+/- 180 meters Scaled)
 ET0500
 ET0500                          SUPERSEDED SURVEY CONTROL
 ET0500
 ET0500  NGVD 29 (??/??/92) 1426.45   (m)         4679.9    (f) COMPUTED    2 0
 ET0500
 ET0500.Superseded values are not recommended for survey control.
 ET0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0500.See file dsdata.txt to determine how the superseded data were derived.
 ET0500
 ET0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD493478(NAD 83)
 ET0500_MARKER: P = PIPE CAP
 ET0500_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0500_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0500_STAMPING: 1924 T16 NR4W S14 S13 S23 S24
 ET0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0500
 ET0500  HISTORY     - Date     Condition        Report By
 ET0500  HISTORY     - 1924     MONUMENTED       USGLO
 ET0500  HISTORY     - 1952     POOR             NGS
 ET0500  HISTORY     - 20090122 POOR             GEOCAC
 ET0500
 ET0500                          STATION DESCRIPTION
 ET0500
 ET0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ET0500'5.6 MI S FROM SIMMONS.
 ET0500'SAME DESCRIPTION TO REACH AS S 102, 112 FEET EAST OF THE CENTER LINE
 ET0500'AND ABOUT 3 FEET HIGHER THAN THE ROAD, 112 FEET EAST OF THE CENTER OF
 ET0500'THE CATTLE GUARD, 59 FEET SOUTHWEST OF S 102, 26.4 FEET SOUTH OF A
 ET0500'FENCE, 10 FEET NORTH OF A ROAD LEADING TO THE RANCH, AND RIVETED ON
 ET0500'TOP OF A 2-INCH IRON PIPE PROJECTING 1.4 FEET ABOVE THE GROUND.
 ET0500
 ET0500                          STATION RECOVERY (2009)
 ET0500
 ET0500'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0500'TILTED AT 45 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0502 ***********************************************************************
 ET0502  DESIGNATION -  T16N R4W SECS 23 26 1/4 COR
 ET0502  PID         -  ET0502
 ET0502  STATE/COUNTY-  AZ/YAVAPAI
 ET0502  USGS QUAD   -  MOUNT JOSH (1979)
 ET0502
 ET0502                         *CURRENT SURVEY CONTROL
 ET0502  ___________________________________________________________________
 ET0502* NAD 83(1986)-  34 44 52.     (N)    112 39 15.     (W)     SCALED    
 ET0502* NAVD 88     -      1413.988  (meters)    4639.06   (feet)  POSTED    
 ET0502  ___________________________________________________________________
 ET0502  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 ET0502  DYNAMIC HT  -        1412.110 (meters)    4632.90  (feet)  COMP
 ET0502  MODELED GRAV-     979,260.4   (mgal)                       NAVD 88
 ET0502
 ET0502  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0502
 ET0502.The horizontal coordinates were scaled from a topographic map and have
 ET0502.an estimated accuracy of +/- 6 seconds.
 ET0502
 ET0502.The orthometric height was determined by differential leveling
 ET0502.and adjusted in November 2005.
 ET0502.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0502.was located on a no-check spur therefore a value was not computed.
 ET0502.No vertical observational check was made to the station.
 ET0502
 ET0502.The geoid height was determined by GEOID03.
 ET0502
 ET0502.The dynamic height is computed by dividing the NAVD 88
 ET0502.geopotential number by the normal gravity value computed on the
 ET0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0502.degrees latitude (g = 980.6199 gals.).
 ET0502
 ET0502.The modeled gravity was interpolated from observed gravity values.
 ET0502
 ET0502;                    North         East    Units  Estimated Accuracy
 ET0502;SPC AZ C     -   415,840.      145,840.      MT  (+/- 180 meters Scaled)
 ET0502
 ET0502                          SUPERSEDED SURVEY CONTROL
 ET0502
 ET0502  NGVD 29 (??/??/92) 1413.15   (m)         4636.3    (f) COMPUTED    2 0
 ET0502
 ET0502.Superseded values are not recommended for survey control.
 ET0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0502.See file dsdata.txt to determine how the superseded data were derived.
 ET0502
 ET0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD485463(NAD 83)
 ET0502_MARKER: P = PIPE CAP
 ET0502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0502_STAMPING: 1/4 S23 S26 1934
 ET0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0502
 ET0502  HISTORY     - Date     Condition        Report By
 ET0502  HISTORY     - 1934     MONUMENTED       USGLO
 ET0502  HISTORY     - 1935     GOOD             NGS
 ET0502
 ET0502                          STATION DESCRIPTION
 ET0502
 ET0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0502'22.7 MI N FROM SKULL VALLEY.
 ET0502'22.7 MI. N. ALONG ROAD TO SIMMONS AND WALNUT CREEK R.S.  ABOUT 0.15
 ET0502'MI. N.E. OF ROAD S. TO DAVIS RANCH 40 FT. E. OF CENTER LINE OF ROAD AT
 ET0502'A CURVE, 10 FT. W. OF A 3 WIRE FENCE, 2 POSTS S. OF CORNER POST IN
 ET0502'FENCE, STD. G. L. O. 1/4 CORNER CAP ON A 1 IN. PIPE.  STAMPED.  1/4
 ET0502'S23 S26 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0505 ***********************************************************************
 ET0505  DESIGNATION -  T16N R4W SECS 27 28 1/4 COR
 ET0505  PID         -  ET0505
 ET0505  STATE/COUNTY-  AZ/YAVAPAI
 ET0505  USGS QUAD   -  MOUNT JOSH (1979)
 ET0505
 ET0505                         *CURRENT SURVEY CONTROL
 ET0505  ___________________________________________________________________
 ET0505* NAD 83(1986)-  34 44 30.     (N)    112 40 54.     (W)     SCALED    
 ET0505* NAVD 88     -      1430.545  (meters)    4693.38   (feet)  POSTED    
 ET0505  ___________________________________________________________________
 ET0505  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 ET0505  DYNAMIC HT  -        1428.650 (meters)    4687.16  (feet)  COMP
 ET0505  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 ET0505
 ET0505  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0505
 ET0505.The horizontal coordinates were scaled from a topographic map and have
 ET0505.an estimated accuracy of +/- 6 seconds.
 ET0505
 ET0505.The orthometric height was determined by differential leveling
 ET0505.and adjusted in November 2005.
 ET0505.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0505.was located on a no-check spur therefore a value was not computed.
 ET0505.No vertical observational check was made to the station.
 ET0505
 ET0505.The geoid height was determined by GEOID03.
 ET0505
 ET0505.The dynamic height is computed by dividing the NAVD 88
 ET0505.geopotential number by the normal gravity value computed on the
 ET0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0505.degrees latitude (g = 980.6199 gals.).
 ET0505
 ET0505.The modeled gravity was interpolated from observed gravity values.
 ET0505
 ET0505;                    North         East    Units  Estimated Accuracy
 ET0505;SPC AZ C     -   415,190.      143,310.      MT  (+/- 180 meters Scaled)
 ET0505
 ET0505                          SUPERSEDED SURVEY CONTROL
 ET0505
 ET0505  NGVD 29 (??/??/92) 1429.71   (m)         4690.6    (f) COMPUTED    2 0
 ET0505
 ET0505.Superseded values are not recommended for survey control.
 ET0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0505.See file dsdata.txt to determine how the superseded data were derived.
 ET0505
 ET0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD460456(NAD 83)
 ET0505_MARKER: P = PIPE CAP
 ET0505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0505_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0505_STAMPING: 1/4 S28 S27 1924
 ET0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0505
 ET0505  HISTORY     - Date     Condition        Report By
 ET0505  HISTORY     - 1924     MONUMENTED       USGLO
 ET0505  HISTORY     - 1935     GOOD             NGS
 ET0505
 ET0505                          STATION DESCRIPTION
 ET0505
 ET0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0505'21.0 MI N FROM SKULL VALLEY.
 ET0505'21.0 MI. N. ALONG ROAD TO SIMMONS AND WALNUT CREEK R.S. 0.7 MI. N OF
 ET0505'STRICKLAND WASH CROSSING, 0.05 MI. N. OF RANCH ROAD W. 1.3 MI. S. OF
 ET0505'FOREST BOUNDARY FENCE 40 FT. W. OF FAIR OAKS - SIMMONS ROAD, STD.
 ET0505'G.L.O. 1/4 CORNER, CAP ON A 1 IN. PIPE, 2 FT. HIGH AND IN CENTER OF A
 ET0505'ROCK CAIRN.  STAMPED.  1/4 S28 S 27 1924.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0159 ***********************************************************************
 CH0159  DESIGNATION -  T16S R1W SEC 36 SE COR
 CH0159  PID         -  CH0159
 CH0159  STATE/COUNTY-  AZ/PIMA
 CH0159  USGS QUAD   -  KOM VO (1988)
 CH0159
 CH0159                         *CURRENT SURVEY CONTROL
 CH0159  ___________________________________________________________________
 CH0159* NAD 83(1992)-  31 58 57.71513(N)    112 19 06.16956(W)     ADJUSTED  
 CH0159* NAVD 88     -       551.     (meters)    1808.     (feet)  SCALED    
 CH0159  ___________________________________________________________________
 CH0159  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CH0159  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CH0159  HORZ ORDER  -  THIRD
 CH0159
 CH0159.The horizontal coordinates were established by classical geodetic methods
 CH0159.and adjusted by the National Geodetic Survey in August 1993.
 CH0159
 CH0159.The orthometric height was scaled from a topographic map.
 CH0159
 CH0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0159
 CH0159.The geoid height was determined by GEOID03.
 CH0159
 CH0159;                    North         East     Units Scale Factor Converg.
 CH0159;SPC AZ C     -   109,019.215   175,397.337   MT  0.99991777   -0 12 46.0
 CH0159;SPC AZ C     -   357,674.59    575,450.58   iFT  0.99991777   -0 12 46.0
 CH0159;UTM  12      - 3,539,277.075   375,443.682   MT  0.99979133   -0 41 54.2
 CH0159
 CH0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0159!SPC AZ C     -   0.99991846  x   0.99991777  =   0.99983623
 CH0159!UTM  12      -   0.99991846  x   0.99979133  =   0.99970980
 CH0159
 CH0159:                Primary Azimuth Mark                     Grid Az
 CH0159:SPC AZ C     -  COMEVA                                   292 43 31.6
 CH0159:UTM  12      -  COMEVA                                   293 12 39.8
 CH0159
 CH0159|---------------------------------------------------------------------|
 CH0159| PID    Reference Object                     Distance      Geod. Az  |
 CH0159|                                                           dddmmss.s |
 CH0159| DA1482 COMEVA                              APPROX. 5.2 KM 2923045.6 |
 CH0159|---------------------------------------------------------------------|
 CH0159
 CH0159                          SUPERSEDED SURVEY CONTROL
 CH0159
 CH0159  NAD 83(1986)-  31 58 57.70725(N)    112 19 06.17037(W) AD(       ) 3
 CH0159  NAD 27      -  31 58 57.44500(N)    112 19 03.68500(W) AD(       ) 3
 CH0159
 CH0159.Superseded values are not recommended for survey control.
 CH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0159.See file dsdata.txt to determine how the superseded data were derived.
 CH0159
 CH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA7544439277(NAD 83)
 CH0159_MARKER: I = METAL ROD
 CH0159_SETTING: 0 = UNSPECIFIED SETTING
 CH0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0159
 CH0159  HISTORY     - Date     Condition        Report By
 CH0159  HISTORY     - 1936     MONUMENTED       CGS
 CH0159
 CH0159                          STATION DESCRIPTION
 CH0159
 CH0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0159'THE SOUTHEAST CORNER OF SEC. 36, T. 16 S., R. 1 W., MARKED
 CH0159'BY A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE
 CH0159'BLOCK 9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE
 CH0159'CAP IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE
 CH0159'1936-1918.  REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE
 CH0159'BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 124.323
 CH0159'METERS (407.88 FEET) EAST (MAGNETIC).  REFERENCE MARK NO. 2,
 CH0159'A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 CH0159'26 INCHES IN GROUND, IS 129.855 METERS (426.03 FEET) S. 45
 CH0159'DEG E. (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1370 ***********************************************************************
 DB1370  DESIGNATION -  T16S R21E S35 WC=T8S R24W S22 MC
 DB1370  PID         -  DB1370
 DB1370  STATE/COUNTY-  AZ/YUMA
 DB1370  USGS QUAD   -  YUMA WEST (1979)
 DB1370
 DB1370                         *CURRENT SURVEY CONTROL
 DB1370  ___________________________________________________________________
 DB1370* NAD 83(1992)-  32 43 07.71179(N)    114 43 06.73571(W)     ADJUSTED  
 DB1370* NAVD 88     -        37.9    (meters)     124.     (feet)  VERTCON   
 DB1370  ___________________________________________________________________
 DB1370  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DB1370  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB1370  HORZ ORDER  -  SECOND
 DB1370
 DB1370.The horizontal coordinates were established by classical geodetic methods
 DB1370.and adjusted by the National Geodetic Survey in August 1993.
 DB1370
 DB1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1370
 DB1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1370
 DB1370.The geoid height was determined by GEOID03.
 DB1370
 DB1370;                    North         East     Units Scale Factor Converg.
 DB1370;SPC AZ W     -   190,991.181   122,565.259   MT  1.00003495   -0 31 24.8
 DB1370;SPC AZ W     -   626,611.49    402,116.99   iFT  1.00003495   -0 31 24.8
 DB1370;SPC CA 6     -   562,288.746 2,143,568.804   MT  1.00001136   +0 50 29.6
 DB1370;SPC CA 6     - 1,844,775.66  7,032,691.98   sFT  1.00001136   +0 50 29.6
 DB1370;UTM  11      - 3,622,416.535   713,821.847   MT  1.00016379   +1 14 01.1
 DB1370
 DB1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1370!SPC AZ W     -   0.99999938  x   1.00003495  =   1.00003433
 DB1370!SPC CA 6     -   0.99999938  x   1.00001136  =   1.00001074
 DB1370!UTM  11      -   0.99999938  x   1.00016379  =   1.00016317
 DB1370
 DB1370|---------------------------------------------------------------------|
 DB1370| PID    Reference Object                     Distance      Geod. Az  |
 DB1370|                                                           dddmmss.s |
 DB1370| CF1589 T16S R21E S35 RM 1                   17.414 METERS 08807     |
 DB1370| DB1331 YUMA BLACK HILL MUNICIPAL TANK      APPROX. 9.3 KM 0933410.7 |
 DB1370| CF1590 T16S R21E S35 RM 2                   22.565 METERS 20430     |
 DB1370| DB1372 BOUNDARY MON 206 MX US              403.629 METERS 2652106.2 |
 DB1370|---------------------------------------------------------------------|
 DB1370
 DB1370                          SUPERSEDED SURVEY CONTROL
 DB1370
 DB1370  NAD 83(1986)-  32 43 07.72507(N)    114 43 06.74571(W) AD(       ) 2
 DB1370  NAD 27      -  32 43 07.55671(N)    114 43 03.89804(W) AD(       ) 2
 DB1370  NGVD 29 (07/19/86)   37.2    (m)          122.     (f) VERT ANG    3  
 DB1370
 DB1370.Superseded values are not recommended for survey control.
 DB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1370.See file dsdata.txt to determine how the superseded data were derived.
 DB1370
 DB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1382222417(NAD 83)
 DB1370_MARKER: DD = SURVEY DISK
 DB1370_SETTING: 0 = UNSPECIFIED SETTING
 DB1370
 DB1370  HISTORY     - Date     Condition        Report By
 DB1370  HISTORY     - 1964     MONUMENTED       BLM
 DB1370  HISTORY     - 20070616 MARK NOT FOUND   GEOCAC
 DB1370
 DB1370                          STATION DESCRIPTION
 DB1370
 DB1370'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1370'THE STATION IS ABOUT 5-3/4 MILES WEST OF YUMA AND ON THE
 DB1370'EAST SHORE OF THE COLORADO RIVER, 80 FEET EAST OF A GAUGING
 DB1370'STATION.
 DB1370'
 DB1370'TO REACH THE STATION FROM THE YUMA CITY HALL, GO WEST ON 1ST
 DB1370'STREET 0.2 MILE TO 4TH AVE.  TURN LEFT AND GO SOUTH ON 4TH
 DB1370'AVE. 0.8 MILE TO 8TH STREET.  TURN RIGHT AND GO WEST ON
 DB1370'8TH STREET 5.3 MILES TO A CROSSROAD.  CONTINUE WEST ON A
 DB1370'GRAVEL ROAD 0.6 MILE TO A RAILROAD TRACK.  CROSS THE RAILROAD
 DB1370'TRACK, THEN TURN RIGHT AND GO NORTHERLY ON A LEVEE ROAD 0.5
 DB1370'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 DB1370'A DIRT ROAD 0.2 MILE TO A T-ROAD, TWO LARGE COTTONWOOD TREES
 DB1370'ON THE LEFT AND THE STATION WEST OF THE INTERSECTION.
 DB1370'
 DB1370'STATION MARK IS A U.S. BUREAU OF LAND MANAGEMENT CADASTRAL
 DB1370'SURVEY DISK STAMPED T16S, R21E, WC/S35, MC/S22, T8S, R24W,
 DB1370'61, RIVETED TO A 1-1/2 INCH GALVANIZED PIPE PROJECTING 8 INCHES
 DB1370'ABOVE THE SURFACE OF THE GROUND.  IT IS 18 FEET WEST OF THE
 DB1370'CENTER OF A METAL GATE, 5.5 FEET NORTH OF A WIRE FENCE, AND
 DB1370'3 FEET EAST OF A TELEPHONE POLE.
 DB1370'
 DB1370'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED S35 S22 BLM NO
 DB1370'1 1964, IS SET IN A CONCRETE CYLINDER 12 INCHES IN DIAMETER
 DB1370'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26
 DB1370'FEET SOUTHEAST OF THE ROAD INTERSECTION, 1 FOOT SOUTHWEST
 DB1370'OF A METAL WITNESS POST WITH SIGN, AND 6 INCHES NORTHWEST OF
 DB1370'A WOVEN WIRE FENCE.
 DB1370'
 DB1370'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED S35 S22 BLM NO
 DB1370'2 1964, IS SET IN A CONCRETE CYLINDER 12 INCHES IN DIAMETER
 DB1370'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 DB1370'IS 10 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 6 INCHES
 DB1370'WEST OF A WIRE FENCE.
 DB1370'
 DB1370'THIS STATION WAS USED TO LOCATED BDRY. PT. NO. 34 CALIF-ARIZ
 DB1370'WHICH LIES ON THE CENTERLINE OF THE COLORADO RIVER.
 DB1370
 DB1370                          STATION RECOVERY (2007)
 DB1370
 DB1370'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1370'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TOWARD A HEAVILY
 DB1370'GRADED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1350 ***********************************************************************
 DB1350  DESIGNATION -  T16S R22E SECS 35 36 MC WC
 DB1350  PID         -  DB1350
 DB1350  STATE/COUNTY-  AZ/YUMA
 DB1350  USGS QUAD   -  YUMA EAST (1994)
 DB1350
 DB1350                         *CURRENT SURVEY CONTROL
 DB1350  ___________________________________________________________________
 DB1350* NAD 83(1992)-  32 43 44.69658(N)    114 36 56.88590(W)     ADJUSTED  
 DB1350* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 DB1350  ___________________________________________________________________
 DB1350  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DB1350  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1350  HORZ ORDER  -  SECOND
 DB1350
 DB1350.The horizontal coordinates were established by classical geodetic methods
 DB1350.and adjusted by the National Geodetic Survey in August 1993.
 DB1350
 DB1350.The orthometric height was scaled from a topographic map.
 DB1350
 DB1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1350
 DB1350.The geoid height was determined by GEOID03.
 DB1350
 DB1350;                    North         East     Units Scale Factor Converg.
 DB1350;SPC AZ W     -   192,047.152   132,205.796   MT  1.00001451   -0 28 05.3
 DB1350;SPC AZ W     -   630,075.96    433,746.05   iFT  1.00001451   -0 28 05.3
 DB1350;SPC CA 6     -   563,574.158 2,153,181.301   MT  1.00000947   +0 53 52.9
 DB1350;SPC CA 6     - 1,848,992.88  7,064,228.99   sFT  1.00000947   +0 53 52.9
 DB1350;UTM  11      - 3,623,767.893   723,427.049   MT  1.00021558   +1 17 22.5
 DB1350
 DB1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1350!SPC AZ W     -   0.99999657  x   1.00001451  =   1.00001107
 DB1350!SPC CA 6     -   0.99999657  x   1.00000947  =   1.00000604
 DB1350!UTM  11      -   0.99999657  x   1.00021558  =   1.00021214
 DB1350
 DB1350                          SUPERSEDED SURVEY CONTROL
 DB1350
 DB1350  NAD 83(1986)-  32 43 44.70751(N)    114 36 56.89495(W) AD(       ) 2
 DB1350  NAD 27      -  32 43 44.54271(N)    114 36 54.06361(W) AD(       ) 2
 DB1350
 DB1350.Superseded values are not recommended for survey control.
 DB1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1350.See file dsdata.txt to determine how the superseded data were derived.
 DB1350
 DB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2342723768(NAD 83)
 DB1350_MARKER: DD = SURVEY DISK
 DB1350_SETTING: 0 = UNSPECIFIED SETTING
 DB1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1350+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2009
 DB1350
 DB1350  HISTORY     - Date     Condition        Report By
 DB1350  HISTORY     - 1964     MONUMENTED       USGLO
 DB1350  HISTORY     - 19901006 GOOD             USPSQD
 DB1350  HISTORY     - 20070616 GOOD             GEOCAC
 DB1350  HISTORY     - 20090208 GOOD             GEOCAC
 DB1350
 DB1350                          STATION DESCRIPTION
 DB1350
 DB1350'DESCRIBED BY US GENERAL LAND OFFICE 1964
 DB1350'TO REACH STATION MISSION FROM THE CITY HALL IN YUMA, GO EAST ON
 DB1350'1ST STREET TO PENETENTIARY AVENUE.  TURN LEFT AND GO NORTH
 DB1350'ON PENETENTIARY AVENUE 0.6 MILE TO A FORK AT THE NORTH END
 DB1350'OF THE COLORADO RIVER BRIDGE.  CONTINUE NORTHWEST 0.1 MILE
 DB1350'TO THE SECOND SIDE ROAD ON THE LEFT AT AN OLD BUILDING
 DB1350'FOUNDATION.  TURN LEFT AND GO SOUTH 100 FEET TO STEEP GRAVEL ROAD
 DB1350'UP ONTO KNOLL AND THE STATION.
 DB1350'
 DB1350'A GENERAL LAND OFFICE SURVEY DISK STAMPED T16S R22E S35 S36 MC WC
 DB1350'49 IS CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF
 DB1350'THE RETAINING WALL.  A DISTANCE WAS MEASURED TO THE T ON
 DB1350'THE DISK BUT IT WAS TOO CLOSE TO FOCUS FOR A CLOSER ANGLE
 DB1350'MEASUREMENT.
 DB1350
 DB1350                          STATION RECOVERY (1990)
 DB1350
 DB1350'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB1350'RECOVERED IN GOOD CONDITION.
 DB1350
 DB1350                          STATION RECOVERY (2007)
 DB1350
 DB1350'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1350'RECOVERED IN GOOD CONDITION.
 DB1350
 DB1350                          STATION RECOVERY (2009)
 DB1350
 DB1350'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0239 ***********************************************************************
 ES0239  DESIGNATION -  T17N R16E SECS 31 32 SC
 ES0239  PID         -  ES0239
 ES0239  STATE/COUNTY-  AZ/NAVAJO
 ES0239  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0239
 ES0239                         *CURRENT SURVEY CONTROL
 ES0239  ___________________________________________________________________
 ES0239* NAD 83(1986)-  34 49 17.     (N)    110 40 44.     (W)     SCALED    
 ES0239* NAVD 88     -      1655.159  (meters)    5430.30   (feet)  ADJUSTED  
 ES0239  ___________________________________________________________________
 ES0239  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0239  DYNAMIC HT  -        1652.867 (meters)    5422.78  (feet)  COMP
 ES0239  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 ES0239
 ES0239  VERT ORDER  -  SECOND    CLASS 0
 ES0239
 ES0239.The horizontal coordinates were scaled from a topographic map and have
 ES0239.an estimated accuracy of +/- 6 seconds.
 ES0239
 ES0239.The orthometric height was determined by differential leveling
 ES0239.and adjusted in June 1991.
 ES0239
 ES0239.The geoid height was determined by GEOID03.
 ES0239
 ES0239.The dynamic height is computed by dividing the NAVD 88
 ES0239.geopotential number by the normal gravity value computed on the
 ES0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0239.degrees latitude (g = 980.6199 gals.).
 ES0239
 ES0239.The modeled gravity was interpolated from observed gravity values.
 ES0239
 ES0239;                    North         East    Units  Estimated Accuracy
 ES0239;SPC AZ E     -   423,880.      166,500.      MT  (+/- 180 meters Scaled)
 ES0239
 ES0239                          SUPERSEDED SURVEY CONTROL
 ES0239
 ES0239  NGVD 29 (??/??/92) 1654.333  (m)         5427.59   (f) ADJ UNCH    2 0
 ES0239
 ES0239.Superseded values are not recommended for survey control.
 ES0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0239.See file dsdata.txt to determine how the superseded data were derived.
 ES0239
 ES0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD293532(NAD 83)
 ES0239_MARKER: P = PIPE CAP
 ES0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES0239_STAMPING: T17N,R16E, SEC. 31,32
 ES0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0239
 ES0239  HISTORY     - Date     Condition        Report By
 ES0239  HISTORY     - UNK      MONUMENTED       USGLO
 ES0239  HISTORY     - 1970     GOOD             USGS
 ES0239
 ES0239                          STATION DESCRIPTION
 ES0239
 ES0239'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ES0239'14.6 MI SW FROM WINSLOW.
 ES0239'14.6 MILES SOUTHWEST OF, ALONG THE PROMONTARY TOWER ROAD FROM, FROM
 ES0239'THE POST OFFICE IN WINSLOW, DRIVE SOUTH ON STATE HWY. 99 FOR 15.8
 ES0239'MILES TO NEAR END OF OILED SURFACE, 31 FEET EAST OF CENTER LINE OF
 ES0239'HIGHWAY.  A U.S.G.L.O. PIPE AND CAP, STAMPED T17N,R16E, SEC. 31,32.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0020 ***********************************************************************
 EU0020  DESIGNATION -  T17N R17W SECS 17 18 19 20
 EU0020  PID         -  EU0020
 EU0020  STATE/COUNTY-  AZ/MOHAVE
 EU0020  USGS QUAD   -  YUCCA SE (1970)
 EU0020
 EU0020                         *CURRENT SURVEY CONTROL
 EU0020  ___________________________________________________________________
 EU0020* NAD 83(1986)-  34 50 54.     (N)    114 06 33.     (W)     SCALED    
 EU0020* NAVD 88     -       610.71   (+/-2cm)    2003.6    (feet)  VERTCON   
 EU0020  ___________________________________________________________________
 EU0020  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 EU0020  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0020
 EU0020.The horizontal coordinates were scaled from a topographic map and have
 EU0020.an estimated accuracy of +/- 6 seconds.
 EU0020
 EU0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0020.The vertical order pertains to the NGVD 29 superseded value.
 EU0020
 EU0020.The geoid height was determined by GEOID03.
 EU0020
 EU0020;                    North         East    Units  Estimated Accuracy
 EU0020;SPC AZ W     -   426,820.      180,510.      MT  (+/- 180 meters Scaled)
 EU0020
 EU0020                          SUPERSEDED SURVEY CONTROL
 EU0020
 EU0020  NGVD 29 (??/??/??)  609.978  (m)         2001.24   (f) ADJUSTED    1 2
 EU0020
 EU0020.Superseded values are not recommended for survey control.
 EU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0020.See file dsdata.txt to determine how the superseded data were derived.
 EU0020
 EU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU643600(NAD 83)
 EU0020_MARKER: P = PIPE CAP
 EU0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0020_STAMPING: T 17 N R 17 W S 17 S 18 S 19 S 20 5
 EU0020_MARK LOGO: USGLO 
 EU0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0020
 EU0020  HISTORY     - Date     Condition        Report By
 EU0020  HISTORY     - 1915     MONUMENTED       USGLO
 EU0020  HISTORY     - 1927     GOOD             NGS
 EU0020  HISTORY     - 1970     GOOD             USGS
 EU0020  HISTORY     - 1981     POOR             NGS
 EU0020
 EU0020                          STATION DESCRIPTION
 EU0020
 EU0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 EU0020'3.2 MI SE FROM YUCCA.
 EU0020'3.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM
 EU0020'THE POST OFFICE AT YUCCA MOHAVE COUNTY, 60 FEET EAST OF THE
 EU0020'ROAD, 2-1/2 FEET EAST OF A ROCK PILE, AND AT THE BOTTOM OF A
 EU0020'WIDE DRY WASH.  A UNITED STATES GENERAL LAND OFFICE STANDARD
 EU0020'SECTION-CORNER CAP, STAMPED T 17 N R 17 W S 17 S 18 S 19 S 20 5
 EU0020'AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 9 INCHES
 EU0020'ABOVE GROUND.
 EU0020
 EU0020                          STATION RECOVERY (1970)
 EU0020
 EU0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0020'RECOVERED IN GOOD CONDITION.
 EU0020
 EU0020                          STATION RECOVERY (1981)
 EU0020
 EU0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0020'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0158 ***********************************************************************
 CH0158  DESIGNATION -  T17S R1W SEC 33 SE COR
 CH0158  PID         -  CH0158
 CH0158  STATE/COUNTY-  AZ/PIMA
 CH0158  USGS QUAD   -  KOM VO (1988)
 CH0158
 CH0158                         *CURRENT SURVEY CONTROL
 CH0158  ___________________________________________________________________
 CH0158* NAD 83(1992)-  31 53 44.57893(N)    112 22 10.68717(W)     ADJUSTED  
 CH0158* NAVD 88     -       531.     (meters)    1742.     (feet)  SCALED    
 CH0158  ___________________________________________________________________
 CH0158  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CH0158  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CH0158  HORZ ORDER  -  THIRD
 CH0158
 CH0158.The horizontal coordinates were established by classical geodetic methods
 CH0158.and adjusted by the National Geodetic Survey in August 1993.
 CH0158
 CH0158.The orthometric height was scaled from a topographic map.
 CH0158
 CH0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0158
 CH0158.The geoid height was determined by GEOID03.
 CH0158
 CH0158;                    North         East     Units Scale Factor Converg.
 CH0158;SPC AZ C     -    99,394.087   170,513.280   MT  0.99992263   -0 14 21.6
 CH0158;SPC AZ C     -   326,096.09    559,426.77   iFT  0.99992263   -0 14 21.6
 CH0158;UTM  12      - 3,529,694.796   370,478.923   MT  0.99980689   -0 43 25.6
 CH0158
 CH0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0158!SPC AZ C     -   0.99992162  x   0.99992263  =   0.99984426
 CH0158!UTM  12      -   0.99992162  x   0.99980689  =   0.99972853
 CH0158
 CH0158:                Primary Azimuth Mark                     Grid Az
 CH0158:SPC AZ C     -  STONE TANK                               312 40 43.2
 CH0158:UTM  12      -  STONE TANK                               313 09 47.2
 CH0158
 CH0158|---------------------------------------------------------------------|
 CH0158| PID    Reference Object                     Distance      Geod. Az  |
 CH0158|                                                           dddmmss.s |
 CH0158| CH0166 STONE TANK                          APPROX. 1.7 KM 3122621.6 |
 CH0158|---------------------------------------------------------------------|
 CH0158
 CH0158                          SUPERSEDED SURVEY CONTROL
 CH0158
 CH0158  NAD 83(1986)-  31 53 44.57077(N)    112 22 10.68766(W) AD(       ) 3
 CH0158  NAD 27      -  31 53 44.29900(N)    112 22 08.20400(W) AD(       ) 3
 CH0158
 CH0158.Superseded values are not recommended for survey control.
 CH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0158.See file dsdata.txt to determine how the superseded data were derived.
 CH0158
 CH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA7047929695(NAD 83)
 CH0158_MARKER: I = METAL ROD
 CH0158_SETTING: 0 = UNSPECIFIED SETTING
 CH0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0158
 CH0158  HISTORY     - Date     Condition        Report By
 CH0158  HISTORY     - 1936     MONUMENTED       CGS
 CH0158
 CH0158                          STATION DESCRIPTION
 CH0158
 CH0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0158'THE SOUTHEAST CORNER OF SEC. 33, T. 17 S., R. 1 W., MARKED
 CH0158'BY A 2-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE
 CH0158'BLOCK 9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE
 CH0158'CAP IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE
 CH0158'1936-1935.  REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE
 CH0158'BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 171.497
 CH0158'METERS (562.65 FEET) WEST (MAGNETIC).  REFERENCE MARK NO. 2,
 CH0158'A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 CH0158'26 INCHES IN GROUND, IS 140.254 METERS (460.15 FEET) N. 45
 CH0158'DEG W. (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0314 ***********************************************************************
 CF0314  DESIGNATION -  T17S R32E SECS 11 14 CC AZ NM
 CF0314  PID         -  CF0314
 CF0314  STATE/COUNTY-  AZ/COCHISE
 CF0314  USGS QUAD   -  PORTAL NE (1987)
 CF0314
 CF0314                         *CURRENT SURVEY CONTROL
 CF0314  ___________________________________________________________________
 CF0314* NAD 83(1992)-  31 57 15.31767(N)    109 02 56.15803(W)     ADJUSTED  
 CF0314* NAVD 88     -      1262.     (meters)    4140.     (feet)  SCALED    
 CF0314  ___________________________________________________________________
 CF0314  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CF0314  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CF0314  HORZ ORDER  -  SECOND
 CF0314
 CF0314.The horizontal coordinates were established by classical geodetic methods
 CF0314.and adjusted by the National Geodetic Survey in August 1993.
 CF0314
 CF0314.The orthometric height was scaled from a topographic map.
 CF0314
 CF0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0314
 CF0314.The geoid height was determined by GEOID03.
 CF0314
 CF0314;                    North         East     Units Scale Factor Converg.
 CF0314;SPC AZ E     -   106,340.524   319,022.995   MT  1.00003765   +0 35 29.8
 CF0314;SPC AZ E     -   348,886.23  1,046,663.37   iFT  1.00003765   +0 35 29.8
 CF0314;SPC NM W     -   106,442.018   715,082.951   MT  1.00007948   -0 38 36.3
 CF0314;SPC NM W     -   349,218.52  2,346,067.98   sFT  1.00007948   -0 38 36.3
 CF0314;UTM  12      - 3,537,027.205   684,395.959   MT  1.00001935   +1 01 58.4
 CF0314
 CF0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0314!SPC AZ E     -   0.99980606  x   1.00003765  =   0.99984370
 CF0314!SPC NM W     -   0.99980606  x   1.00007948  =   0.99988552
 CF0314!UTM  12      -   0.99980606  x   1.00001935  =   0.99982540
 CF0314
 CF0314                          SUPERSEDED SURVEY CONTROL
 CF0314
 CF0314  NAD 83(1986)-  31 57 15.31626(N)    109 02 56.15567(W) AD(       ) 2
 CF0314  NAD 27      -  31 57 14.98700(N)    109 02 53.93700(W) AD(       ) 2
 CF0314
 CF0314.Superseded values are not recommended for survey control.
 CF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0314.See file dsdata.txt to determine how the superseded data were derived.
 CF0314
 CF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA8439637027(NAD 83)
 CF0314_MARKER: P = PIPE CAP
 CF0314_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CF0314+WITH SETTING: INFORMATION.
 CF0314_SP_SET: PREFABRICATED CONCRETE POST
 CF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0314
 CF0314  HISTORY     - Date     Condition        Report By
 CF0314  HISTORY     - 1938     MONUMENTED       CGS
 CF0314  HISTORY     - 1982     GOOD             AZDT
 CF0314
 CF0314                          STATION DESCRIPTION
 CF0314
 CF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0314'STATION IS LOCATED ON THE ARIZONA-NEW MEXICO STATE BOUNDARY
 CF0314'LINE ABOUT 22 MILES S OF ROAD FORKS AND ABOUT 8 MILES N OF
 CF0314'RODEO AND 0.7 MILE W OF U.S. HIGHWAY 80.
 CF0314'
 CF0314'TO REACH FROM LORDSBURG GO S ON U.S. HIGHWAY 80 ABOUT 17.0
 CF0314'MILES TO ROAD FORKS.  CONTINUE S ON U.S. HIGHWAY 80 15.7 MILES
 CF0314'TO CATTLE GUARD.  CONTINUE S ON U.S. HIGHWAY 80 3.3 MILES
 CF0314'TO CULVERT AND TRACK ROAD TO RIGHT (THIS POINT IS ABOUT 10.5
 CF0314'MILES BY ROAD N OF RODEO).  TAKE TRACK ROAD, W, 0.7 MILE TO
 CF0314'SMALL RANCH HOUSE.  TURN LEFT, S, AT RANCH HOUSE ALONG N AND
 CF0314'S FENCE LINE 0.25 MILE TO STATION G.L.O. 4.  CONTINUE S ALONG
 CF0314'FENCE LINE ON TRACK ROAD 2.1 MILES TO STATION WHICH IS A
 CF0314'STANDARD G.L.O. CAPPED IRON PIPE SET ABOUT 4 FEET E OF THE FENCE
 CF0314'LINE.
 CF0314'
 CF0314'THIS STATION IS MARKED ON PROGRESS SKETCH AS G.L.O. 5 BUT
 CF0314'HAS ONLY THE G.L.O. MARKINGS ON THE MARK.
 CF0314'
 CF0314'G.L.O. POST USED FOR STATION IS MARKED--T 17 S, S 11.  S 14,
 CF0314'R 32 E, 1917, N.M.
 CF0314
 CF0314                          STATION RECOVERY (1982)
 CF0314
 CF0314'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0314'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION A
 CF0314'NEW ROUTE TO THE STATION FOLLOWS.
 CF0314'
 CF0314'TO REACH THE STATION FROM RODEO, NEW MEXICO, TRAVEL NORTH ALONG U.S.
 CF0314'HIGHWAY 80 FOR 8.2 MILES TO A BLADED ROAD LEFT.  TURN LEFT CROSSING A
 CF0314'CATTLE GUARD FOR 0.25 MILE TO A FENCE CORNER AND A TRACK ROAD RIGHT.
 CF0314'TURN RIGHT ROAD AND TRAVEL NORTH 0.2 MILE TO AN ABANDONED RUNWAY.
 CF0314'TURN LEFT AND CROSS RUNWAY FOR 0.5 MILE TO A NORTH-SOUTH FENCELINE.
 CF0314'TURN RIGHT AND TRAVEL NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.15
 CF0314'MILE TO THE STATION ON LEFT.  A 4X4 DRIVE IS REQUIRED FOR THE LAST
 CF0314'0.15 MILE ONLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1149 ***********************************************************************
 CG1149  DESIGNATION -  T17S R4E SEC 13 SE COR
 CG1149  PID         -  CG1149
 CG1149  STATE/COUNTY-  AZ/PIMA
 CG1149  USGS QUAD   -  SELLS WEST (1982)
 CG1149
 CG1149                         *CURRENT SURVEY CONTROL
 CG1149  ___________________________________________________________________
 CG1149* NAD 83(1992)-  31 56 38.05191(N)    111 52 44.93133(W)     ADJUSTED  
 CG1149* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 CG1149  ___________________________________________________________________
 CG1149  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 CG1149  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 CG1149  HORZ ORDER  -  THIRD
 CG1149
 CG1149.The horizontal coordinates were established by classical geodetic methods
 CG1149.and adjusted by the National Geodetic Survey in August 1993.
 CG1149
 CG1149.The orthometric height was scaled from a topographic map.
 CG1149
 CG1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1149
 CG1149.The geoid height was determined by GEOID03.
 CG1149
 CG1149;                    North         East     Units Scale Factor Converg.
 CG1149;SPC AZ C     -   104,647.904   216,907.097   MT  0.99990016   +0 01 11.5
 CG1149;SPC AZ C     -   343,333.02    711,637.46   iFT  0.99990016   +0 01 11.5
 CG1149;UTM  12      - 3,534,555.128   416,907.846   MT  0.99968515   -0 27 54.6
 CG1149
 CG1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1149!SPC AZ C     -   0.99988726  x   0.99990016  =   0.99978743
 CG1149!UTM  12      -   0.99988726  x   0.99968515  =   0.99957245
 CG1149
 CG1149                          SUPERSEDED SURVEY CONTROL
 CG1149
 CG1149  NAD 83(1986)-  31 56 38.04534(N)    111 52 44.93066(W) AD(       ) 3
 CG1149  NAD 27      -  31 56 37.78400(N)    111 52 42.48700(W) AD(       ) 3
 CG1149
 CG1149.Superseded values are not recommended for survey control.
 CG1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1149.See file dsdata.txt to determine how the superseded data were derived.
 CG1149
 CG1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1690834555(NAD 83)
 CG1149_MARKER: I = METAL ROD
 CG1149_SETTING: 0 = UNSPECIFIED SETTING
 CG1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG1149
 CG1149  HISTORY     - Date     Condition        Report By
 CG1149  HISTORY     - 1936     MONUMENTED       CGS
 CG1149
 CG1149                          STATION DESCRIPTION
 CG1149
 CG1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1149'THE SOUTHEAST CORNER OF SEC. 13, T. 17 S., R. 4 E., MARKED
 CG1149'BY A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE
 CG1149'BLOCK 9 BY 15 BY 36 INCHES SET 34 INCHES IN GROUND.  THE
 CG1149'CAP IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE AND DATE
 CG1149'1936-1911.  REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE
 CG1149'BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN GROUND, IS 69.605
 CG1149'METERS (228.36 FEET) SOUTH (MAGNETIC).  REFERENCE MARK NO. 2,
 CG1149'A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 CG1149'28 INCHES IN GROUND, IS 64.234 METERS (210.74 FEET) S. 60 DEG
 CG1149'E. (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0082 ***********************************************************************
 CH0082  DESIGNATION -  T17S R5W SECS 5 6 WC
 CH0082  PID         -  CH0082
 CH0082  STATE/COUNTY-  AZ/PIMA
 CH0082  USGS QUAD   -  LUKEVILLE (1988)
 CH0082
 CH0082                         *CURRENT SURVEY CONTROL
 CH0082  ___________________________________________________________________
 CH0082* NAD 83(1986)-  31 53 46.     (N)    112 48 49.     (W)     SCALED    
 CH0082* NAVD 88     -       441.884  (meters)    1449.75   (feet)  ADJUSTED  
 CH0082  ___________________________________________________________________
 CH0082  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 CH0082  DYNAMIC HT  -         441.309 (meters)    1447.86  (feet)  COMP
 CH0082  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 CH0082
 CH0082  VERT ORDER  -  FIRST     CLASS II
 CH0082
 CH0082.The horizontal coordinates were scaled from a topographic map and have
 CH0082.an estimated accuracy of +/- 6 seconds.
 CH0082
 CH0082.The orthometric height was determined by differential leveling
 CH0082.and adjusted in June 1991.
 CH0082
 CH0082.The geoid height was determined by GEOID03.
 CH0082
 CH0082.The dynamic height is computed by dividing the NAVD 88
 CH0082.geopotential number by the normal gravity value computed on the
 CH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0082.degrees latitude (g = 980.6199 gals.).
 CH0082
 CH0082.The modeled gravity was interpolated from observed gravity values.
 CH0082
 CH0082;                    North         East    Units  Estimated Accuracy
 CH0082;SPC AZ C     -    99,700.      128,520.      MT  (+/- 180 meters Scaled)
 CH0082
 CH0082                          SUPERSEDED SURVEY CONTROL
 CH0082
 CH0082.No superseded survey control is available for this station.
 CH0082
 CH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA284303(NAD 83)
 CH0082_MARKER: P = PIPE CAP
 CH0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CH0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CH0082_STAMPING: T17S R5W WC S31 S32 1931 S 6 S5 T18S
 CH0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0082+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 CH0082
 CH0082  HISTORY     - Date     Condition        Report By
 CH0082  HISTORY     - UNK      MONUMENTED       USGLO
 CH0082  HISTORY     - 1953     GOOD             NGS
 CH0082  HISTORY     - 1981     GOOD             NGS
 CH0082  HISTORY     - 20061112 GOOD             USPSQD
 CH0082
 CH0082                          STATION DESCRIPTION
 CH0082
 CH0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0082'1.1 MI N FROM LUKEVILLE.
 CH0082'1.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0082'LUKEVILLE, 0.15 MILE NORTH OF THE T JUNCTION OF A GRAVELED ROAD
 CH0082'LEADING WEST, 37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET
 CH0082'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON
 CH0082'TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CH0082
 CH0082                          STATION RECOVERY (1981)
 CH0082
 CH0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0082'RECOVERED IN GOOD CONDITION.
 CH0082
 CH0082                          STATION RECOVERY (2006)
 CH0082
 CH0082'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 CH0082'MARK ON EAST SIDE OF HWY
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU1048 ***********************************************************************
 EU1048  DESIGNATION -  T18N R22W SECS 26 27 34 35
 EU1048  PID         -  EU1048
 EU1048  STATE/COUNTY-  AZ/MOHAVE
 EU1048  USGS QUAD   -  NEEDLES NE (1970)
 EU1048
 EU1048                         *CURRENT SURVEY CONTROL
 EU1048  ___________________________________________________________________
 EU1048* NAD 83(1992)-  34 54 34.85804(N)    114 35 52.02879(W)     ADJUSTED  
 EU1048* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 EU1048  ___________________________________________________________________
 EU1048  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EU1048  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 EU1048  HORZ ORDER  -  SECOND
 EU1048
 EU1048.The horizontal coordinates were established by classical geodetic methods
 EU1048.and adjusted by the National Geodetic Survey in August 1993.
 EU1048
 EU1048.The orthometric height was scaled from a topographic map.
 EU1048
 EU1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU1048
 EU1048.The geoid height was determined by GEOID03.
 EU1048
 EU1048;                    North         East     Units Scale Factor Converg.
 EU1048;SPC AZ W     -   433,897.936   135,886.428   MT  1.00000728   -0 29 06.7
 EU1048;SPC AZ W     - 1,423,549.66    445,821.61   iFT  1.00000728   -0 29 06.7
 EU1048;SPC CA 5     -   661,630.455 2,310,840.402   MT  0.99992594   +1 56 21.5
 EU1048;SPC CA 5     - 2,170,699.25  7,581,482.22   sFT  0.99992594   +1 56 21.5
 EU1048;SPC NV E     - 8,018,156.329   290,060.116   MT  0.99999993   +0 33 50.6
 EU1048;SPC NV E     -26,306,234.56    951,638.90   sFT  0.99999993   +0 33 50.6
 EU1048;UTM  11      - 3,865,661.176   719,468.977   MT  1.00019368   +1 22 31.1
 EU1048
 EU1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU1048!SPC AZ W     -   0.99998196  x   1.00000728  =   0.99998924
 EU1048!SPC CA 5     -   0.99998196  x   0.99992594  =   0.99990790
 EU1048!SPC NV E     -   0.99998196  x   0.99999993  =   0.99998189
 EU1048!UTM  11      -   0.99998196  x   1.00019368  =   1.00017564
 EU1048
 EU1048                          SUPERSEDED SURVEY CONTROL
 EU1048
 EU1048  NAD 83(1986)-  34 54 34.86487(N)    114 35 52.03212(W) AD(       ) 2
 EU1048  NAD 27      -  34 54 34.85385(N)    114 35 49.15605(W) AD(       ) 2
 EU1048
 EU1048.Superseded values are not recommended for survey control.
 EU1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU1048.See file dsdata.txt to determine how the superseded data were derived.
 EU1048
 EU1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1946965661(NAD 83)
 EU1048_MARKER: DD = SURVEY DISK
 EU1048_SETTING: 0 = UNSPECIFIED SETTING
 EU1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU1048
 EU1048  HISTORY     - Date     Condition        Report By
 EU1048  HISTORY     - 1964     MONUMENTED       BLM
 EU1048
 EU1048                          STATION DESCRIPTION
 EU1048
 EU1048'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964
 EU1048'A CADASTRAL SURVEY MARK OF THE U.S. DEPT. OF THE
 EU1048'INTERIOR, BUREAU OF LAND MANAGEMENT.  THE MARK IS A STANDARD
 EU1048'CADASTRAL SURVEY DISK STAMPED T18N R22W S27 S26 S34 S35 1962,
 EU1048'CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE AT THE CENTER OF A
 EU1048'T-INTERSECTION AND IS SET 1 INCH BELOW THE SURFACE OF THE GROUND.
 EU1048'IT IS 5 FEET WEST OF THE CENTER OF A NORTH-SOUTH BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0590 ***********************************************************************
 ER0590  DESIGNATION -  T18N R26 27E SECS 7 12 13 18
 ER0590  PID         -  ER0590
 ER0590  STATE/COUNTY-  AZ/APACHE
 ER0590  USGS QUAD   -  NINEMILE SEEP (1984)
 ER0590
 ER0590                         *CURRENT SURVEY CONTROL
 ER0590  ___________________________________________________________________
 ER0590* NAD 83(1986)-  34 57 59.     (N)    109 31 27.     (W)     SCALED    
 ER0590* NAVD 88     -      1871.601  (meters)    6140.41   (feet)  ADJUSTED  
 ER0590  ___________________________________________________________________
 ER0590  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0590  DYNAMIC HT  -        1868.932 (meters)    6131.65  (feet)  COMP
 ER0590  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 ER0590
 ER0590  VERT ORDER  -  SECOND    CLASS II
 ER0590
 ER0590.The horizontal coordinates were scaled from a topographic map and have
 ER0590.an estimated accuracy of +/- 6 seconds.
 ER0590
 ER0590.The orthometric height was determined by differential leveling
 ER0590.and adjusted in June 1991.
 ER0590
 ER0590.The geoid height was determined by GEOID03.
 ER0590
 ER0590.The dynamic height is computed by dividing the NAVD 88
 ER0590.geopotential number by the normal gravity value computed on the
 ER0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0590.degrees latitude (g = 980.6199 gals.).
 ER0590
 ER0590.The modeled gravity was interpolated from observed gravity values.
 ER0590
 ER0590;                    North         East    Units  Estimated Accuracy
 ER0590;SPC AZ E     -   440,030.      272,030.      MT  (+/- 180 meters Scaled)
 ER0590
 ER0590                          SUPERSEDED SURVEY CONTROL
 ER0590
 ER0590.No superseded survey control is available for this station.
 ER0590
 ER0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD347703(NAD 83)
 ER0590_MARKER: P = PIPE CAP
 ER0590_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0590_SP_SET: SHALLOW-SET PIPE
 ER0590_STAMPING: LACY C GREER R26E R27E 12 7 13 18 T18N 1963 ENGR C
 ER0590_MARK LOGO: BOR   
 ER0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0590
 ER0590  HISTORY     - Date     Condition        Report By
 ER0590  HISTORY     - 1963     MONUMENTED       LOCENG
 ER0590  HISTORY     - 1972     GOOD             USGS
 ER0590
 ER0590                          STATION DESCRIPTION
 ER0590
 ER0590'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ER0590'17.5 KM (10.90 MI) SOUTH FROM NAVAJO.
 ER0590'FROM THE POST OFFICE IN NAVAJO, 0.1 MILES WEST ALONG THE FRONTAGE
 ER0590'ROAD TO A T-ROAD SOUTH, THENCE 10.8 MILES SOUTH, 0.3 MILES NORTH OF
 ER0590'BM 90 DOR 1972, SET ON A 1-1/4 INCH IRON PIPE, A BRASS CAP STAMPED AS
 ER0590'ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0453 ***********************************************************************
 CG0453  DESIGNATION -  T18S R10E SEC 25 1/4 COR EAST
 CG0453  PID         -  CG0453
 CG0453  STATE/COUNTY-  AZ/PIMA
 CG0453  USGS QUAD   -  PENITAS HILLS (1979)
 CG0453
 CG0453                         *CURRENT SURVEY CONTROL
 CG0453  ___________________________________________________________________
 CG0453* NAD 83(1986)-  31 50 03.     (N)    111 15 53.     (W)     SCALED    
 CG0453* NAVD 88     -      1164.92   (+/-2cm)    3821.9    (feet)  VERTCON   
 CG0453  ___________________________________________________________________
 CG0453  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0453
 CG0453.The horizontal coordinates were scaled from a topographic map and have
 CG0453.an estimated accuracy of +/- 6 seconds.
 CG0453
 CG0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0453.The vertical order pertains to the NGVD 29 superseded value.
 CG0453
 CG0453.The geoid height was determined by GEOID03.
 CG0453
 CG0453;                    North         East    Units  Estimated Accuracy
 CG0453;SPC AZ C     -    92,670.      275,070.      MT  (+/- 180 meters Scaled)
 CG0453
 CG0453                          SUPERSEDED SURVEY CONTROL
 CG0453
 CG0453  NGVD 29 (??/??/92) 1164.123  (m)         3819.29   (f) ADJ UNCH    2 0
 CG0453
 CG0453.Superseded values are not recommended for survey control.
 CG0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0453.See file dsdata.txt to determine how the superseded data were derived.
 CG0453
 CG0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA749220(NAD 83)
 CG0453_MARKER: P = PIPE CAP
 CG0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0453_STAMPING: 1/4 SEC 25 1918
 CG0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0453
 CG0453  HISTORY     - Date     Condition        Report By
 CG0453  HISTORY     - UNK      MONUMENTED       USGLO
 CG0453  HISTORY     - 1935     GOOD             NGS
 CG0453
 CG0453                          STATION DESCRIPTION
 CG0453
 CG0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0453'18.9 MI NW FROM ARIVACA JCT.
 CG0453'18.9 MILES NORTHWEST OF ARIVACA JUNCTION, PIMA COUNTY.  THIS BENCH
 CG0453'MARK MAY BE REACHED BY GOING 5.5 MILES WEST ALONG THE ARIVACA ROAD,
 CG0453'THENCE 6.6 MILES NORTHWEST ALONG THE BATAMOTE RANCH ROAD TO BATAMOTE
 CG0453'RANCH, AND THENCE 6.8 MILES NORTHWEST ALONG THE SAN JUAN RANCH ROAD.
 CG0453'IT IS 0.7 MILE SOUTH OF SAN JUAN RANCH, 10 FEET EAST OF THE CENTERLINE
 CG0453'OF THE ROAD, AND 10 FEET NORTH OF A MESQUITE TREE.  A U.S. GENERAL
 CG0453'LAND OFFICE STANDARD QUARTER-SECTION CAP, STAMPED 1/4 SEC 25 1918 AND
 CG0453'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0471 ***********************************************************************
 CG0471  DESIGNATION -  T18S R10E SECS 34 35 SC
 CG0471  PID         -  CG0471
 CG0471  STATE/COUNTY-  AZ/PIMA
 CG0471  USGS QUAD   -  PENITAS HILLS (1979)
 CG0471
 CG0471                         *CURRENT SURVEY CONTROL
 CG0471  ___________________________________________________________________
 CG0471* NAD 83(1986)-  31 48 44.     (N)    111 17 57.     (W)     SCALED    
 CG0471* NAVD 88     -      1076.13   (+/-2cm)    3530.6    (feet)  VERTCON   
 CG0471  ___________________________________________________________________
 CG0471  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CG0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0471
 CG0471.The horizontal coordinates were scaled from a topographic map and have
 CG0471.an estimated accuracy of +/- 6 seconds.
 CG0471
 CG0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0471.The vertical order pertains to the NGVD 29 superseded value.
 CG0471
 CG0471.The geoid height was determined by GEOID03.
 CG0471
 CG0471;                    North         East    Units  Estimated Accuracy
 CG0471;SPC AZ C     -    90,210.      271,820.      MT  (+/- 180 meters Scaled)
 CG0471
 CG0471                          SUPERSEDED SURVEY CONTROL
 CG0471
 CG0471  NGVD 29 (??/??/92) 1075.350  (m)         3528.04   (f) ADJ UNCH    2 0
 CG0471
 CG0471.Superseded values are not recommended for survey control.
 CG0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0471.See file dsdata.txt to determine how the superseded data were derived.
 CG0471
 CG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA716196(NAD 83)
 CG0471_MARKER: P = PIPE CAP
 CG0471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0471_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0471_STAMPING: T 18 S R 10 E 1918 S 34 S 35
 CG0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0471
 CG0471  HISTORY     - Date     Condition        Report By
 CG0471  HISTORY     - 1918     MONUMENTED       USGLO
 CG0471  HISTORY     - 1951     GOOD             NGS
 CG0471
 CG0471                          STATION DESCRIPTION
 CG0471
 CG0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0471'24.3 MI SE FROM THREE POINTS.
 CG0471'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE THREE POINTS SCHOOL AT
 CG0471'THREE POINTS, THENCE 17.2 MILES SOUTH ALONG THE SASABE ROAD, THENCE
 CG0471'6.9 MILES EAST ALONG A TRACK ROAD, 31 FEET NORTH OF A RAILROAD TIE
 CG0471'PROJECTING 6 FEET ABOVE THE GROUND, 9 1/2 FEET NORTH OF THE CENTER
 CG0471'LINE OF THE ROAD, 2.7 FEET NORTHEAST OF A 8 INCH POST WITH ROCKS PILED
 CG0471'AROUND IT, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 CG0471'TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0787 ***********************************************************************
 CG0787  DESIGNATION -  T18S R8E SECS 32 33 1/4 COR
 CG0787  PID         -  CG0787
 CG0787  STATE/COUNTY-  AZ/PIMA
 CG0787  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0787
 CG0787                         *CURRENT SURVEY CONTROL
 CG0787  ___________________________________________________________________
 CG0787* NAD 83(1986)-  31 49 08.     (N)    111 32 25.     (W)     SCALED    
 CG0787* NAVD 88     -      1127.74   (+/-2cm)    3699.9    (feet)  VERTCON   
 CG0787  ___________________________________________________________________
 CG0787  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0787
 CG0787.The horizontal coordinates were scaled from a topographic map and have
 CG0787.an estimated accuracy of +/- 6 seconds.
 CG0787
 CG0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0787.The vertical order pertains to the NGVD 29 superseded value.
 CG0787
 CG0787.The geoid height was determined by GEOID03.
 CG0787
 CG0787;                    North         East    Units  Estimated Accuracy
 CG0787;SPC AZ C     -    90,850.      248,990.      MT  (+/- 180 meters Scaled)
 CG0787
 CG0787                          SUPERSEDED SURVEY CONTROL
 CG0787
 CG0787  NGVD 29 (??/??/92) 1126.923  (m)         3697.25   (f) ADJ UNCH    2 0
 CG0787
 CG0787.Superseded values are not recommended for survey control.
 CG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0787.See file dsdata.txt to determine how the superseded data were derived.
 CG0787
 CG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA488204(NAD 83)
 CG0787_MARKER: DD = SURVEY DISK
 CG0787_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CG0787+WITH SETTING: INTO GROUND
 CG0787_STAMPING: 1/4 SEC. 3233 1926
 CG0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0787+STABILITY: SURFACE MOTION
 CG0787
 CG0787  HISTORY     - Date     Condition        Report By
 CG0787  HISTORY     - 1926     MONUMENTED       USGLO
 CG0787  HISTORY     - 1952     GOOD             NGS
 CG0787
 CG0787                          STATION DESCRIPTION
 CG0787
 CG0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0787'27.85 MI SW FROM THREE POINTS.
 CG0787'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0787'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 7.25 MILES WEST
 CG0787'ALONG THE ELKHORN RANCH ROAD, AT THE ELKHORN RANCH (FORMERLY FRESNAL
 CG0787'RANCH SCHOOL FOR BOYS), 300 FEET WEST OF THE ABANDONED SCHOOL
 CG0787'BUILDING, ABOUT 100 FEET NORTH OF THE ROAD, 30 FEET WEST OF THE
 CG0787'SOUTHWEST OF THE CORNER OF A CABIN, ON TOP OF AN IRON PIPE, AND
 CG0787'PROJECTING 2.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0455 ***********************************************************************
 CG0455  DESIGNATION -  T19 18S R10 11E SECS 1 6 31 36
 CG0455  PID         -  CG0455
 CG0455  STATE/COUNTY-  AZ/PIMA
 CG0455  USGS QUAD   -  PENITAS HILLS (1979)
 CG0455
 CG0455                         *CURRENT SURVEY CONTROL
 CG0455  ___________________________________________________________________
 CG0455* NAD 83(1986)-  31 48 43.     (N)    111 15 53.     (W)     SCALED    
 CG0455* NAVD 88     -      1139.89   (+/-2cm)    3739.8    (feet)  VERTCON   
 CG0455  ___________________________________________________________________
 CG0455  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CG0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0455
 CG0455.The horizontal coordinates were scaled from a topographic map and have
 CG0455.an estimated accuracy of +/- 6 seconds.
 CG0455
 CG0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0455.The vertical order pertains to the NGVD 29 superseded value.
 CG0455
 CG0455.The geoid height was determined by GEOID03.
 CG0455
 CG0455;                    North         East    Units  Estimated Accuracy
 CG0455;SPC AZ C     -    90,200.      275,080.      MT  (+/- 180 meters Scaled)
 CG0455
 CG0455                          SUPERSEDED SURVEY CONTROL
 CG0455
 CG0455  NGVD 29 (??/??/92) 1139.101  (m)         3737.20   (f) ADJ UNCH    2 0
 CG0455
 CG0455.Superseded values are not recommended for survey control.
 CG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0455.See file dsdata.txt to determine how the superseded data were derived.
 CG0455
 CG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA749196(NAD 83)
 CG0455_MARKER: P = PIPE CAP
 CG0455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0455_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0455_STAMPING: T18S R10E SECS 31 36 1 6 T19S R11E 1918
 CG0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0455
 CG0455  HISTORY     - Date     Condition        Report By
 CG0455  HISTORY     - 1918     MONUMENTED       USGLO
 CG0455  HISTORY     - 1935     GOOD             NGS
 CG0455
 CG0455                          STATION DESCRIPTION
 CG0455
 CG0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0455'17.6 MI NW FROM ARIVACA JUNCTION.
 CG0455'17.6 MILES NORTHWEST OF ARIVACA JUNCTION, PIMA COUNTY.  THIS BENCH
 CG0455'MARK MAY BE REACHED BY GOING 5.5 MILES WEST ALONG THE ARIVACA ROAD,
 CG0455'THENCE 6.6 MILES NORTHWEST ALONG THE BATAMOTE RANCH ROAD TO BATAMORE
 CG0455'RANCH, AND THENCE 5.5 MILES NORTHWEST ALONG THE SAN JUAN RANCH ROAD.
 CG0455'IT IS 2.0 MILES SOUTHEAST OF SAN JUAN RANCH, AT THE MIDDLE OF A DRY
 CG0455'WASH, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET NORTH OF
 CG0455'A ROCK CAIRN.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP,
 CG0455'STAMPED T18S R10E SECS 31 36 1 6 T19S R11E 1918 AND RIVETED ON THE TOP
 CG0455'OF AN IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0016 ***********************************************************************
 CH0016  DESIGNATION -  T19 18S R1W R1E SECS 1 6 31 36
 CH0016  PID         -  CH0016
 CH0016  STATE/COUNTY-  AZ/PIMA
 CH0016  USGS QUAD   -  PAPAGO FARMS (1988)
 CH0016
 CH0016                         *CURRENT SURVEY CONTROL
 CH0016  ___________________________________________________________________
 CH0016* NAD 83(1986)-  31 48 32.     (N)    112 19 06.     (W)     SCALED    
 CH0016* NAVD 88     -       535.43   (+/-2cm)    1756.7    (feet)  VERTCON   
 CH0016  ___________________________________________________________________
 CH0016  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 CH0016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0016
 CH0016.The horizontal coordinates were scaled from a topographic map and have
 CH0016.an estimated accuracy of +/- 6 seconds.
 CH0016
 CH0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0016.The vertical order pertains to the NGVD 29 superseded value.
 CH0016
 CH0016.The geoid height was determined by GEOID03.
 CH0016
 CH0016;                    North         East    Units  Estimated Accuracy
 CH0016;SPC AZ C     -    89,750.      175,330.      MT  (+/- 180 meters Scaled)
 CH0016
 CH0016                          SUPERSEDED SURVEY CONTROL
 CH0016
 CH0016  NGVD 29 (??/??/92)  534.737  (m)         1754.38   (f) ADJ UNCH    2 0
 CH0016
 CH0016.Superseded values are not recommended for survey control.
 CH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0016.See file dsdata.txt to determine how the superseded data were derived.
 CH0016
 CH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA752200(NAD 83)
 CH0016_MARKER: P = PIPE CAP
 CH0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CH0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CH0016_STAMPING: T 18 S T 19 S S.36 S.31 S.1 S.6 25 P.M.
 CH0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0016
 CH0016  HISTORY     - Date     Condition        Report By
 CH0016  HISTORY     - UNK      MONUMENTED       USGLO
 CH0016  HISTORY     - 1961     GOOD             NGS
 CH0016
 CH0016                          STATION DESCRIPTION
 CH0016
 CH0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CH0016'2.45 MI NW FROM PAPAGO FARMS.
 CH0016'ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE STOCK PENS AT
 CH0016'PAPAGO FARMS.  THENCE 0.85 MILE WEST ALONG A TRAIL ROAD, 3.4 MILE
 CH0016'NORTHEAST OF A METAL WINDMILL AND STONE WATER TANKS, 0.85 MILE WEST OF
 CH0016'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0016'NUMBERED 66, 7 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.3 FOOT
 CH0016'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 CH0016'TOP OF A 2 1/2-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0767 ***********************************************************************
 FQ0767  DESIGNATION -  T19 20N R19E SECS 5 6 31 32
 FQ0767  PID         -  FQ0767
 FQ0767  STATE/COUNTY-  AZ/NAVAJO
 FQ0767  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0767
 FQ0767                         *CURRENT SURVEY CONTROL
 FQ0767  ___________________________________________________________________
 FQ0767* NAD 83(1986)-  35 05 00.     (N)    110 21 34.     (W)     SCALED    
 FQ0767* NAVD 88     -      1549.741  (meters)    5084.44   (feet)  ADJUSTED  
 FQ0767  ___________________________________________________________________
 FQ0767  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 FQ0767  DYNAMIC HT  -        1547.664 (meters)    5077.63  (feet)  COMP
 FQ0767  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FQ0767
 FQ0767  VERT ORDER  -  THIRD
 FQ0767
 FQ0767.The horizontal coordinates were scaled from a topographic map and have
 FQ0767.an estimated accuracy of +/- 6 seconds.
 FQ0767
 FQ0767.The orthometric height was determined by differential leveling
 FQ0767.and adjusted in June 1991.
 FQ0767
 FQ0767.The geoid height was determined by GEOID03.
 FQ0767
 FQ0767.The dynamic height is computed by dividing the NAVD 88
 FQ0767.geopotential number by the normal gravity value computed on the
 FQ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0767.degrees latitude (g = 980.6199 gals.).
 FQ0767
 FQ0767.The modeled gravity was interpolated from observed gravity values.
 FQ0767
 FQ0767;                    North         East    Units  Estimated Accuracy
 FQ0767;SPC AZ E     -   452,840.      195,780.      MT  (+/- 180 meters Scaled)
 FQ0767
 FQ0767                          SUPERSEDED SURVEY CONTROL
 FQ0767
 FQ0767.No superseded survey control is available for this station.
 FQ0767
 FQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD583824(NAD 83)
 FQ0767_MARKER: P = PIPE CAP
 FQ0767_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FQ0767_SP_SET: PIPE
 FQ0767_STAMPING: 31 T20N R19E
 FQ0767_MARK LOGO: USGLO 
 FQ0767_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0767+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1970
 FQ0767
 FQ0767  HISTORY     - Date     Condition        Report By
 FQ0767  HISTORY     - UNK      MONUMENTED       BLM
 FQ0767  HISTORY     - 19700226 GOOD             USGS
 FQ0767
 FQ0767                          STATION DESCRIPTION
 FQ0767
 FQ0767'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0767'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0767'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 5.9 MILES NORTH ALONG A
 FQ0767'COUNTY ROAD (PORTER AVENUE) TO A ROAD FORK, THENCE 3.4 MILES
 FQ0767'NORTHEAST ALONG THE ROAD, 131 FEET NORTH OF THE CENTERLINE OF THE
 FQ0767'ROAD, A BLM BRASS CAP SET ON A 3 INCH IRON PIPE PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0761 ***********************************************************************
 FQ0761  DESIGNATION -  T19N R19E SECS 28 29 32 33
 FQ0761  PID         -  FQ0761
 FQ0761  STATE/COUNTY-  AZ/NAVAJO
 FQ0761  USGS QUAD   -  BLAIRS SPRING (1972)
 FQ0761
 FQ0761                         *CURRENT SURVEY CONTROL
 FQ0761  ___________________________________________________________________
 FQ0761* NAD 83(1986)-  35 00 38.     (N)    110 20 31.     (W)     SCALED    
 FQ0761* NAVD 88     -      1568.260  (meters)    5145.20   (feet)  ADJUSTED  
 FQ0761  ___________________________________________________________________
 FQ0761  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 FQ0761  DYNAMIC HT  -        1566.156 (meters)    5138.30  (feet)  COMP
 FQ0761  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 FQ0761
 FQ0761  VERT ORDER  -  THIRD
 FQ0761
 FQ0761.The horizontal coordinates were scaled from a topographic map and have
 FQ0761.an estimated accuracy of +/- 6 seconds.
 FQ0761
 FQ0761.The orthometric height was determined by differential leveling
 FQ0761.and adjusted in June 1991.
 FQ0761
 FQ0761.The geoid height was determined by GEOID03.
 FQ0761
 FQ0761.The dynamic height is computed by dividing the NAVD 88
 FQ0761.geopotential number by the normal gravity value computed on the
 FQ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0761.degrees latitude (g = 980.6199 gals.).
 FQ0761
 FQ0761.The modeled gravity was interpolated from observed gravity values.
 FQ0761
 FQ0761;                    North         East    Units  Estimated Accuracy
 FQ0761;SPC AZ E     -   444,760.      197,360.      MT  (+/- 180 meters Scaled)
 FQ0761
 FQ0761                          SUPERSEDED SURVEY CONTROL
 FQ0761
 FQ0761  NGVD 29 (??/??/92) 1567.47   (m)         5142.6    (f) COMPUTED    3 0
 FQ0761
 FQ0761.Superseded values are not recommended for survey control.
 FQ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0761.See file dsdata.txt to determine how the superseded data were derived.
 FQ0761
 FQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD600744(NAD 83)
 FQ0761_MARKER: P = PIPE CAP
 FQ0761_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FQ0761_SP_SET: PIPE
 FQ0761_STAMPING: WC 29 T19N R19E
 FQ0761_MARK LOGO: USGLO 
 FQ0761_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0761+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1970
 FQ0761
 FQ0761  HISTORY     - Date     Condition        Report By
 FQ0761  HISTORY     - UNK      MONUMENTED       BLM
 FQ0761  HISTORY     - 19700220 GOOD             USGS
 FQ0761
 FQ0761                          STATION DESCRIPTION
 FQ0761
 FQ0761'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FQ0761'FROM THE POST OFFICE AT JOSEPH CITY, ARIZONA, PROCEED 0.4 MILES WEST
 FQ0761'ALONG U.S. HIGHWAY 66 (MAIN STREET), THENCE 3.9 MILES NORTH ALONG A
 FQ0761'COUNTY ROAD (PORTER AVENUE) TO A FENCE AND CATTLEGUARD, 12 FEET EAST
 FQ0761'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF THE FENCE, A BLM BRASS
 FQ0761'CAP SET ON A 3 INCH IRON PIPE PROJECTING 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0844 ***********************************************************************
 ET0844  DESIGNATION -  T19N R5W SECS 28 29 32 33
 ET0844  PID         -  ET0844
 ET0844  STATE/COUNTY-  AZ/YAVAPAI
 ET0844  USGS QUAD   -  INDIAN PEAK (1986)
 ET0844
 ET0844                         *CURRENT SURVEY CONTROL
 ET0844  ___________________________________________________________________
 ET0844* NAD 83(1986)-  34 59 50.     (N)    112 48 17.     (W)     SCALED    
 ET0844* NAVD 88     -      1587.241  (meters)    5207.47   (feet)  POSTED    
 ET0844  ___________________________________________________________________
 ET0844  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 ET0844  DYNAMIC HT  -        1585.130 (meters)    5200.55  (feet)  COMP
 ET0844  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 ET0844
 ET0844  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0844
 ET0844.The horizontal coordinates were scaled from a topographic map and have
 ET0844.an estimated accuracy of +/- 6 seconds.
 ET0844
 ET0844.The orthometric height was determined by differential leveling
 ET0844.and adjusted in November 2005.
 ET0844.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0844.was located on a no-check spur therefore a value was not computed.
 ET0844.No vertical observational check was made to the station.
 ET0844
 ET0844.The geoid height was determined by GEOID03.
 ET0844
 ET0844.The dynamic height is computed by dividing the NAVD 88
 ET0844.geopotential number by the normal gravity value computed on the
 ET0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0844.degrees latitude (g = 980.6199 gals.).
 ET0844
 ET0844.The modeled gravity was interpolated from observed gravity values.
 ET0844
 ET0844;                    North         East    Units  Estimated Accuracy
 ET0844;SPC AZ C     -   443,630.      132,300.      MT  (+/- 180 meters Scaled)
 ET0844
 ET0844                          SUPERSEDED SURVEY CONTROL
 ET0844
 ET0844  NGVD 29 (??/??/92) 1586.30   (m)         5204.4    (f) COMPUTED    2 0
 ET0844
 ET0844.Superseded values are not recommended for survey control.
 ET0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0844.See file dsdata.txt to determine how the superseded data were derived.
 ET0844
 ET0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD353742(NAD 83)
 ET0844_MARKER: P = PIPE CAP
 ET0844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ET0844_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ET0844_STAMPING: S 29 S 28 S 32 S 33 T 19 N R 5 W
 ET0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0844
 ET0844  HISTORY     - Date     Condition        Report By
 ET0844  HISTORY     - UNK      MONUMENTED       USGLO
 ET0844  HISTORY     - 1935     GOOD             NGS
 ET0844  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0844
 ET0844                          STATION DESCRIPTION
 ET0844
 ET0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0844'1.8 MI E FROM WALNUT CREEK RANGER STATION.
 ET0844'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 ET0844'YAVAPAI COUNTY, THENCE ABOUT 5.1 MILES NORTH ALONG THE ROAD LEADING TO
 ET0844'SELIGMAN, ABOUT 1.7 MILES SOUTH OF A CREEK CROSSING AND A WATER HOLE
 ET0844'EAST OF THE ROAD, ABOUT 0.9 MILE NORTH OF AN EAST-AND-WEST FENCE,
 ET0844'ABOUT 0.8 MILE SOUTH OF THE CROSSING OF A WASH, ABOUT 0.6 MILE SOUTH
 ET0844'OF A CATTLE GUARD, ABOUT 450 FEET NORTH OF THE SUMMIT OF A RIDGE, 11
 ET0844'FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE EAST EDGE
 ET0844'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A UNITED STATES GENERAL
 ET0844'LAND OFFICE STANDARD CAP, STAMPED S 29 S 28 S 32 S 33 T 19 N R 5 W AND
 ET0844'RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING ABOUT 1.1 FEET
 ET0844'ABOVE GROUND.
 ET0844
 ET0844                          STATION RECOVERY (1973)
 ET0844
 ET0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0942 ***********************************************************************
 FR0942  DESIGNATION -  T19N R8W SECS 4 5 1/4 COR
 FR0942  PID         -  FR0942
 FR0942  STATE/COUNTY-  AZ/YAVAPAI
 FR0942  USGS QUAD   -  ANVIL ROCK RANCH (1980)
 FR0942
 FR0942                         *CURRENT SURVEY CONTROL
 FR0942  ___________________________________________________________________
 FR0942* NAD 83(1992)-  35 03 32.98161(N)    113 07 43.56041(W)     ADJUSTED  
 FR0942* NAVD 88     -      1601.     (meters)    5253.     (feet)  SCALED    
 FR0942  ___________________________________________________________________
 FR0942  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 FR0942  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FR0942  HORZ ORDER  -  SECOND
 FR0942
 FR0942.The horizontal coordinates were established by classical geodetic methods
 FR0942.and adjusted by the National Geodetic Survey in August 1993.
 FR0942
 FR0942.The orthometric height was scaled from a topographic map.
 FR0942
 FR0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0942
 FR0942.The geoid height was determined by GEOID03.
 FR0942
 FR0942;                    North         East     Units Scale Factor Converg.
 FR0942;SPC AZ C     -   450,808.845   102,797.527   MT  1.00005061   -0 41 46.8
 FR0942;SPC AZ C     - 1,479,031.64    337,262.23   iFT  1.00005061   -0 41 46.8
 FR0942;UTM  12      - 3,881,676.007   305,871.110   MT  1.00006448   -1 13 23.5
 FR0942
 FR0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0942!SPC AZ C     -   0.99975292  x   1.00005061  =   0.99980351
 FR0942!UTM  12      -   0.99975292  x   1.00006448  =   0.99981738
 FR0942
 FR0942                          SUPERSEDED SURVEY CONTROL
 FR0942
 FR0942  NAD 83(1986)-  35 03 32.98122(N)    113 07 43.56605(W) AD(       ) 2
 FR0942  NAD 27      -  35 03 32.94000(N)    113 07 40.82900(W) AD(       ) 2
 FR0942
 FR0942.Superseded values are not recommended for survey control.
 FR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0942.See file dsdata.txt to determine how the superseded data were derived.
 FR0942
 FR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0587181676(NAD 83)
 FR0942_MARKER: P = PIPE CAP
 FR0942_SETTING: 0 = UNSPECIFIED SETTING
 FR0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0942
 FR0942  HISTORY     - Date     Condition        Report By
 FR0942  HISTORY     - 1944     MONUMENTED       USGLO
 FR0942
 FR0942                          STATION DESCRIPTION
 FR0942
 FR0942'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 FR0942'STATION IS LOCATED ABOUT 52 MILES (AIR LINE) NW OF PRESCOTT,
 FR0942'ABOUT 24 MILES (AIR LINE) SW OF SELIGMAN, ABOUT 1/4 MILE N OF
 FR0942'THE STROTJOST RANCH BUILDINGS, JUST E OF THE SELIGMAN-ANVIL
 FR0942'ROCK ROAD, ON NEARLY LEVEL FARM LAND SURROUNDED BY GENTLY
 FR0942'ROLLING HILLS.
 FR0942'
 FR0942'STATION MARK IS A GENERAL LAND OFFICE BRASS-CAPPED 1-INCH
 FR0942'PIPE PROJECTING 18 INCHES ABOVE THE GROUND AND IS STAMPED
 FR0942'S5-1/4 S4 1913.  IT IS LOCATED 66.250 FEET W OF STATION STROTJOST,
 FR0942'ABOUT 1 FOOT LOWER, AND IS 2.7 FEET E OF N-S FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0458 ***********************************************************************
 CG0458  DESIGNATION -  T19S R11E SECS 5 6 CC
 CG0458  PID         -  CG0458
 CG0458  STATE/COUNTY-  AZ/PIMA
 CG0458  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG0458
 CG0458                         *CURRENT SURVEY CONTROL
 CG0458  ___________________________________________________________________
 CG0458* NAD 83(1986)-  31 48 51.     (N)    111 14 50.     (W)     SCALED    
 CG0458* NAVD 88     -      1173.24   (+/-2cm)    3849.2    (feet)  VERTCON   
 CG0458  ___________________________________________________________________
 CG0458  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0458
 CG0458.The horizontal coordinates were scaled from a topographic map and have
 CG0458.an estimated accuracy of +/- 6 seconds.
 CG0458
 CG0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0458.The vertical order pertains to the NGVD 29 superseded value.
 CG0458
 CG0458.The geoid height was determined by GEOID03.
 CG0458
 CG0458;                    North         East    Units  Estimated Accuracy
 CG0458;SPC AZ C     -    90,460.      276,740.      MT  (+/- 180 meters Scaled)
 CG0458
 CG0458                          SUPERSEDED SURVEY CONTROL
 CG0458
 CG0458  NGVD 29 (??/??/92) 1172.433  (m)         3846.56   (f) ADJ UNCH    2 0
 CG0458
 CG0458.Superseded values are not recommended for survey control.
 CG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0458.See file dsdata.txt to determine how the superseded data were derived.
 CG0458
 CG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA766198(NAD 83)
 CG0458_MARKER: P = PIPE CAP
 CG0458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0458_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0458_STAMPING: S6 S5 T19S R11E
 CG0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0458
 CG0458  HISTORY     - Date     Condition        Report By
 CG0458  HISTORY     - UNK      MONUMENTED       USGLO
 CG0458  HISTORY     - 1952     GOOD             NGS
 CG0458
 CG0458                          STATION DESCRIPTION
 CG0458
 CG0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0458'16.7 MI NW FROM ARIVACA JUNCTION.
 CG0458'5.5 MILES WEST ALONG ARIVACA ROAD FROM THE ARIVACA JUNCTION, THENCE
 CG0458'6.6 MILES NORTHWEST ALONG THE BATAMONTE RANCH ROAD, THENCE 4.5 MILES
 CG0458'NORTHWEST ALONG A TRACK ROAD, IN BRUSHY BOTTOM LAND, 31 FEET NORTH OF
 CG0458'AND ACROSS THE ROAD FROM A DOUBLE-CROOKED UKALIPTAS TREE, 19 1/2 FEET
 CG0458'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A CAIRN, A BRASS
 CG0458'CAP RIVETED ON TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE
 CG0458'THE GROUND AND ABOUT LEVEL WITH THE ROAD.  NOTE- 1.4 MI FROM S 115.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0505 ***********************************************************************
 CG0505  DESIGNATION -  T19S R12E SECS 35 36 SC
 CG0505  PID         -  CG0505
 CG0505  STATE/COUNTY-  AZ/PIMA
 CG0505  USGS QUAD   -  AMADO (1981)
 CG0505
 CG0505                         *CURRENT SURVEY CONTROL
 CG0505  ___________________________________________________________________
 CG0505* NAD 83(1986)-  31 43 33.     (N)    111 04 42.     (W)     SCALED    
 CG0505* NAVD 88     -       959.08   (+/-2cm)    3146.6    (feet)  VERTCON   
 CG0505  ___________________________________________________________________
 CG0505  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CG0505  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0505
 CG0505.The horizontal coordinates were scaled from a topographic map and have
 CG0505.an estimated accuracy of +/- 6 seconds.
 CG0505
 CG0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0505.The vertical order pertains to the NGVD 29 superseded value.
 CG0505
 CG0505.The geoid height was determined by GEOID03.
 CG0505
 CG0505;                    North         East    Units  Estimated Accuracy
 CG0505;SPC AZ C     -    80,780.      292,810.      MT  (+/- 180 meters Scaled)
 CG0505
 CG0505                          SUPERSEDED SURVEY CONTROL
 CG0505
 CG0505  NGVD 29 (??/??/92)  958.292  (m)         3144.00   (f) ADJ UNCH    1 2
 CG0505
 CG0505.Superseded values are not recommended for survey control.
 CG0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0505.See file dsdata.txt to determine how the superseded data were derived.
 CG0505
 CG0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA925100(NAD 83)
 CG0505_MARKER: P = PIPE CAP
 CG0505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0505_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0505_STAMPING: T 19 S R 12 E S 35 S 36 1917
 CG0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0505
 CG0505  HISTORY     - Date     Condition        Report By
 CG0505  HISTORY     - 1917     MONUMENTED       USGLO
 CG0505  HISTORY     - 1953     GOOD             NGS
 CG0505  HISTORY     - 1976     GOOD             USGS
 CG0505  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 CG0505
 CG0505                          STATION DESCRIPTION
 CG0505
 CG0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0505'2.5 MI NW FROM AMADO.
 CG0505'1.4 MILES NORTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0505'THENCE 1.1 MILES WEST ALONG A GRAVELED ROAD, 29.4 FEET SOUTH OF THE
 CG0505'SOUTHEAST CORNER OF A CATTLE GUARD ACROSS THE ROAD, 10.5 FEET SOUTH OF
 CG0505'THE SOUTH GATEPOST OF AN IRON GATE, 3.4 FEET NORTH OF A FENCE CORNER
 CG0505'POST, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON TOP OF A 2-INCH IRON
 CG0505'PIPE PROJECTING 1.1 FEET ABOVE THE GROUND.
 CG0505
 CG0505                          STATION RECOVERY (1976)
 CG0505
 CG0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0505'1.1 MI WEST ALONG PAVED ROAD FROM ARIVACA JUNCTION. 29.4 FEET SOUTH
 CG0505'OF SE CORNER OF CATTLEGUARD ACROSS ROAD, 10.5 FEET S. OF THE S.
 CG0505'GATEPOST OF AN IRON GATE, 3.4 FEET N. OF FENCE CORNER POST, ABOUT
 CG0505'LEVEL WITH THE ROAD, AND RIVETED ON TOP OF A 2 INCH IRON PIPE
 CG0505'PROJECTING 1.1 FEET. A STANDARD GLO CAP STAMPED T19S R12E S35 S36
 CG0505'1917.
 CG0505
 CG0505                          STATION RECOVERY (1995)
 CG0505
 CG0505'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0163 ***********************************************************************
 CH0163  DESIGNATION -  T19S R2W SEC 24 SE COR
 CH0163  PID         -  CH0163
 CH0163  STATE/COUNTY-  AZ/PIMA
 CH0163  USGS QUAD   -  BAILEY PEAK (1988)
 CH0163
 CH0163                         *CURRENT SURVEY CONTROL
 CH0163  ___________________________________________________________________
 CH0163* NAD 83(1992)-  31 45 29.03663(N)    112 25 14.84218(W)     ADJUSTED  
 CH0163* NAVD 88     -       512.     (meters)    1680.     (feet)  SCALED    
 CH0163  ___________________________________________________________________
 CH0163  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CH0163  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CH0163  HORZ ORDER  -  THIRD
 CH0163
 CH0163.The horizontal coordinates were established by classical geodetic methods
 CH0163.and adjusted by the National Geodetic Survey in August 1993.
 CH0163
 CH0163.The orthometric height was scaled from a topographic map.
 CH0163
 CH0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0163
 CH0163.The geoid height was determined by GEOID03.
 CH0163
 CH0163;                    North         East     Units Scale Factor Converg.
 CH0163;SPC AZ C     -    84,153.479   165,603.691   MT  0.99992812   -0 15 55.2
 CH0163;SPC AZ C     -   276,094.09    543,319.20   iFT  0.99992812   -0 15 55.2
 CH0163;UTM  12      - 3,514,497.839   365,441.452   MT  0.99982331   -0 44 52.5
 CH0163
 CH0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0163!SPC AZ C     -   0.99992465  x   0.99992812  =   0.99985278
 CH0163!UTM  12      -   0.99992465  x   0.99982331  =   0.99974797
 CH0163
 CH0163                          SUPERSEDED SURVEY CONTROL
 CH0163
 CH0163  NAD 83(1986)-  31 45 29.02824(N)    112 25 14.84228(W) AD(       ) 3
 CH0163  NAD 27      -  31 45 28.73300(N)    112 25 12.33600(W) AD(       ) 3
 CH0163
 CH0163.Superseded values are not recommended for survey control.
 CH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0163.See file dsdata.txt to determine how the superseded data were derived.
 CH0163
 CH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA6544114498(NAD 83)
 CH0163_MARKER: I = METAL ROD
 CH0163_SETTING: 0 = UNSPECIFIED SETTING
 CH0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0163
 CH0163  HISTORY     - Date     Condition        Report By
 CH0163  HISTORY     - 1936     MONUMENTED       CGS
 CH0163
 CH0163                          STATION DESCRIPTION
 CH0163
 CH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0163'THE SOUTHEAST CORNER OF SEC. 24, T. 19 S., R. 2 W., MARKED
 CH0163'BY A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE
 CH0163'BLOCK 10 BY 16 BY 36 INCHES SET 32 INCHES IN GROUND.  THE
 CH0163'CAP IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE AND DATE
 CH0163'1936-1925.  REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE
 CH0163'BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN GROUND, IS 21.12
 CH0163'METERS (69.3 FEET) SOUTH (MAGNETIC).  REFERENCE MARK NO. 2, A
 CH0163'BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET
 CH0163'28 INCHES IN GROUND, IS 12.515 METERS (41.06 FEET) N. 86
 CH0163'DEG 21 MIN E. (MAGNETIC).  A LARGE COTTONWOOD TREE ABOUT
 CH0163'ONE-FOURTH MILE FROM STATION BEARS N. 27-1/2 DEG E.
 CH0163'(MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1692 ***********************************************************************
 DV1692  DESIGNATION -  T1N R1E SEC 4 NW COR
 DV1692  PID         -  DV1692
 DV1692  STATE/COUNTY-  AZ/MARICOPA
 DV1692  USGS QUAD   -  TOLLESON (1982)
 DV1692
 DV1692                         *CURRENT SURVEY CONTROL
 DV1692  ___________________________________________________________________
 DV1692* NAD 83(1986)-  33 27 57.     (N)    112 16 21.     (W)     SCALED    
 DV1692* NAVD 88     -       312.089  (meters)    1023.91   (feet)  ADJUSTED  
 DV1692  ___________________________________________________________________
 DV1692  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1692  DYNAMIC HT  -         311.723 (meters)    1022.71  (feet)  COMP
 DV1692  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 DV1692
 DV1692  VERT ORDER  -  SECOND    CLASS I
 DV1692
 DV1692.The horizontal coordinates were scaled from a topographic map and have
 DV1692.an estimated accuracy of +/- 6 seconds.
 DV1692
 DV1692.The orthometric height was determined by differential leveling
 DV1692.and adjusted in November 1993.
 DV1692
 DV1692.The geoid height was determined by GEOID03.
 DV1692
 DV1692.The dynamic height is computed by dividing the NAVD 88
 DV1692.geopotential number by the normal gravity value computed on the
 DV1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1692.degrees latitude (g = 980.6199 gals.).
 DV1692
 DV1692.The modeled gravity was interpolated from observed gravity values.
 DV1692
 DV1692;                    North         East    Units  Estimated Accuracy
 DV1692;SPC AZ C     -   273,470.      180,290.      MT  (+/- 180 meters Scaled)
 DV1692
 DV1692                          SUPERSEDED SURVEY CONTROL
 DV1692
 DV1692.No superseded survey control is available for this station.
 DV1692
 DV1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817036(NAD 83)
 DV1692_MARKER: DD = SURVEY DISK
 DV1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1692_SP_SET: CONCRETE POST
 DV1692_MARK LOGO: AZ-013
 DV1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1692+STABILITY: SURFACE MOTION
 DV1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1692+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1692
 DV1692  HISTORY     - Date     Condition        Report By
 DV1692  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1692  HISTORY     - 1982     GOOD             AZDT
 DV1692  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1692
 DV1692                          STATION DESCRIPTION
 DV1692
 DV1692'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1692'IN TOLLESON.
 DV1692'IN TOLLESON, FROM 99TH AVENUE AND INTERSTATE 10 TRAVEL NORTH FOR 0.2
 DV1692'MI (0.32 KM) TO MCDOWELL ROAD AND THE STATION IN THE CENTER OF
 DV1692'INTERSECTION, 6.25 FT (1.9 METERS) SOUTH-SOUTHWEST OF A SANITARY SEWER
 DV1692'MANHOLE COVER, 88.0 FT (26.82 METERS) NORTHEAST OF THE EAST CORNER OF
 DV1692'A CANAL HEADGATE ON THE SOUTHWEST CORNER OF THE INTERSECTION, 95 FT
 DV1692'(28.96 METERS) NORTHWEST OF AZDT ALUMINIUM CAP IN CONCRETE POST AT
 DV1692'SOUTHEAST CORNER STAMPED 8+96.26, THE MARK IS A STANDARD MARICOPA
 DV1692'COUNTY BRASS CAP IN A CONCRETE POST.  NOTE--THE MARK IS NOT STAMPED.
 DV1692
 DV1692                          STATION RECOVERY (2006)
 DV1692
 DV1692'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0163 ***********************************************************************
 DU0163  DESIGNATION -  T1N R21E SECS 31 32 SC
 DU0163  PID         -  DU0163
 DU0163  STATE/COUNTY-  AZ/GRAHAM
 DU0163  USGS QUAD   -  BRONCO GULCH (1966)
 DU0163
 DU0163                         *CURRENT SURVEY CONTROL
 DU0163  ___________________________________________________________________
 DU0163* NAD 83(1986)-  33 22 43.     (N)    110 11 09.     (W)     SCALED    
 DU0163* NAVD 88     -      1489.139  (meters)    4885.62   (feet)  ADJUSTED  
 DU0163  ___________________________________________________________________
 DU0163  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DU0163  DYNAMIC HT  -        1486.994 (meters)    4878.58  (feet)  COMP
 DU0163  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 DU0163
 DU0163  VERT ORDER  -  SECOND    CLASS 0
 DU0163
 DU0163.The horizontal coordinates were scaled from a topographic map and have
 DU0163.an estimated accuracy of +/- 6 seconds.
 DU0163
 DU0163.The orthometric height was determined by differential leveling
 DU0163.and adjusted in June 1991.
 DU0163
 DU0163.The geoid height was determined by GEOID03.
 DU0163
 DU0163.The dynamic height is computed by dividing the NAVD 88
 DU0163.geopotential number by the normal gravity value computed on the
 DU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0163.degrees latitude (g = 980.6199 gals.).
 DU0163
 DU0163.The modeled gravity was interpolated from observed gravity values.
 DU0163
 DU0163;                    North         East    Units  Estimated Accuracy
 DU0163;SPC AZ E     -   263,740.      211,580.      MT  (+/- 180 meters Scaled)
 DU0163
 DU0163                          SUPERSEDED SURVEY CONTROL
 DU0163
 DU0163  NGVD 29 (??/??/92) 1488.443  (m)         4883.33   (f) ADJ UNCH    2 0
 DU0163
 DU0163.Superseded values are not recommended for survey control.
 DU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0163.See file dsdata.txt to determine how the superseded data were derived.
 DU0163
 DU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB757935(NAD 83)
 DU0163_MARKER: P = PIPE CAP
 DU0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0163_STAMPING: T 1 N R 21 E SEC 21 32 1931
 DU0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0163
 DU0163  HISTORY     - Date     Condition        Report By
 DU0163  HISTORY     - 1931     MONUMENTED       USGLO
 DU0163
 DU0163                          STATION DESCRIPTION
 DU0163
 DU0163'DESCRIBED BY US GENERAL LAND OFFICE 1931
 DU0163'10.3 MI W FROM ASH CREEK RANCH.
 DU0163'10.3 MILES WEST ALONG THE SAN CARLOS ROAD FROM ASH CREEK RANCH, GRAHAM
 DU0163'COUNTY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING TO WARM
 DU0163'SPRING, TO THE SLOPE OF A HILL, 400 FEET WEST OF THE CENTERLINE OF THE
 DU0163'ASH CREEK RANCH ROAD, AND 120 FEET NORTH OF A SMALL DRAW.  A UNITED
 DU0163'STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED T 1 N R 21 E SEC 21
 DU0163'32 1931 AND RIVETED ON THE TOP OF AN IRON PIPE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0946 ***********************************************************************
 DW0946  DESIGNATION -  T1N R23W SECS 20 21 WP
 DW0946  PID         -  DW0946
 DW0946  STATE/COUNTY-  AZ/LA PAZ
 DW0946  USGS QUAD   -  PALO VERDE (1975)
 DW0946
 DW0946                         *CURRENT SURVEY CONTROL
 DW0946  ___________________________________________________________________
 DW0946* NAD 83(1992)-  33 24 44.37346(N)    114 39 27.30276(W)     ADJUSTED  
 DW0946* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 DW0946  ___________________________________________________________________
 DW0946  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DW0946  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DW0946  HORZ ORDER  -  SECOND
 DW0946
 DW0946.The horizontal coordinates were established by classical geodetic methods
 DW0946.and adjusted by the National Geodetic Survey in August 1993.
 DW0946
 DW0946.The orthometric height was scaled from a topographic map.
 DW0946
 DW0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0946
 DW0946.The geoid height was determined by GEOID03.
 DW0946
 DW0946;                    North         East     Units Scale Factor Converg.
 DW0946;SPC AZ W     -   267,854.371   128,944.285   MT  1.00002116   -0 29 59.3
 DW0946;SPC AZ W     -   878,787.31    423,045.55   iFT  1.00002116   -0 29 59.3
 DW0946;SPC CA 6     -   639,278.108 2,148,107.919   MT  0.99995507   +0 52 30.2
 DW0946;SPC CA 6     - 2,097,364.93  7,047,584.06   sFT  0.99995507   +0 52 30.2
 DW0946;UTM  11      - 3,699,451.617   717,819.329   MT  1.00018498   +1 17 25.4
 DW0946
 DW0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0946!SPC AZ W     -   0.99999300  x   1.00002116  =   1.00001416
 DW0946!SPC CA 6     -   0.99999300  x   0.99995507  =   0.99994807
 DW0946!UTM  11      -   0.99999300  x   1.00018498  =   1.00017798
 DW0946
 DW0946                          SUPERSEDED SURVEY CONTROL
 DW0946
 DW0946  NAD 83(1986)-  33 24 44.37496(N)    114 39 27.30776(W) AD(       ) 2
 DW0946  NAD 27      -  33 24 44.26789(N)    114 39 24.46342(W) AD(       ) 2
 DW0946
 DW0946.Superseded values are not recommended for survey control.
 DW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0946.See file dsdata.txt to determine how the superseded data were derived.
 DW0946
 DW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1781999452(NAD 83)
 DW0946_MARKER: DD = SURVEY DISK
 DW0946_SETTING: 0 = UNSPECIFIED SETTING
 DW0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0946
 DW0946  HISTORY     - Date     Condition        Report By
 DW0946  HISTORY     - 1964     MONUMENTED       CGS
 DW0946
 DW0946                          STATION DESCRIPTION
 DW0946
 DW0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DW0946'THE MARK IS A STANDARD
 DW0946'CADASTRAL SURVEY DISK STAMPED W.P. S20 S21 T1N R23W 1961, AND
 DW0946'IS RIVETED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE PROJECTING
 DW0946'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 DW0946'CENTER OF THE ROAD, AND 18 FEET NORTH NORTHWEST OF THE NORTHEAST
 DW0946'CORNER OF A HOUSE.
 DW0946'
 DW0946'TO REACH STATION CIBOLA FROM THE MAIN CROSS ROAD IN RIPLEY, GO
 DW0946'SOUTH ON TAR ROAD FOR 6.4 MILES TO THE END OF SURFACED ROAD.
 DW0946'CONTINUE AHEAD, SOUTH, ON GRAVELED ROAD FOR 1.3 MILES TO A
 DW0946'T-INTERSECTION.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.2
 DW0946'MILE TO A T-INTERSECTION AND THE CIBOLA TOLL BRIDGE AND STATION CIBOLA
 DW0946'ON THE LEFT ON THE SOUTH PART OF THE WOODEN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1941 ***********************************************************************
 AI1941  DESIGNATION -  T1N R4E SECS 3 4 1/4 COR
 AI1941  PID         -  AI1941
 AI1941  STATE/COUNTY-  AZ/MARICOPA
 AI1941  USGS QUAD   -  TEMPE (1982)
 AI1941
 AI1941                         *CURRENT SURVEY CONTROL
 AI1941  ___________________________________________________________________
 AI1941* NAD 83(2007)-  33 27 29.59948(N)    111 56 37.25702(W)     ADJUSTED  
 AI1941* NAVD 88     -       402.4    (meters)    1320.     (feet)  GPS OBS   
 AI1941  ___________________________________________________________________
 AI1941  EPOCH DATE  -        2007.00
 AI1941  X           -  -1,990,649.911 (meters)                     COMP
 AI1941  Y           -  -4,941,008.707 (meters)                     COMP
 AI1941  Z           -   3,496,674.865 (meters)                     COMP
 AI1941  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AI1941  ELLIP HEIGHT-         372.733 (meters)          (02/10/07) ADJUSTED
 AI1941  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AI1941
 AI1941  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1941  Type    PID    Designation                      North   East  Ellip
 AI1941  -------------------------------------------------------------------
 AI1941  NETWORK AI1941 T1N R4E SECS 3 4 1/4 COR          0.53   0.53   1.47
 AI1941  -------------------------------------------------------------------
 AI1941
 AI1941.The horizontal coordinates were established by GPS observations
 AI1941.and adjusted by the National Geodetic Survey in February 2007.
 AI1941
 AI1941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1941.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1941.The horizontal coordinates are valid at the epoch date displayed above.
 AI1941.The epoch date for horizontal control is a decimal equivalence
 AI1941.of Year/Month/Day.
 AI1941
 AI1941.The orthometric height was determined by GPS observations and a
 AI1941.high-resolution geoid model.
 AI1941
 AI1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1941
 AI1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1941
 AI1941.The ellipsoidal height was determined by GPS observations
 AI1941.and is referenced to NAD 83.
 AI1941
 AI1941.The geoid height was determined by GEOID03.
 AI1941
 AI1941;                    North         East     Units Scale Factor Converg.
 AI1941;SPC AZ C     -   272,567.530   210,848.665   MT  0.99990008   -0 00 53.6
 AI1941;SPC AZ C     -   894,250.43    691,760.71   iFT  0.99990008   -0 00 53.6
 AI1941;UTM  12      - 3,702,485.555   412,302.046   MT  0.99969482   -0 31 13.1
 AI1941
 AI1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1941!SPC AZ C     -   0.99994149  x   0.99990008  =   0.99984157
 AI1941!UTM  12      -   0.99994149  x   0.99969482  =   0.99963632
 AI1941
 AI1941                          SUPERSEDED SURVEY CONTROL
 AI1941
 AI1941  NAD 83(1992)-  33 27 29.59889(N)    111 56 37.25624(W) AD(       ) A
 AI1941  ELLIP H (09/30/99)  372.755  (m)                       GP(       ) 3 1
 AI1941
 AI1941.Superseded values are not recommended for survey control.
 AI1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1941.See file dsdata.txt to determine how the superseded data were derived.
 AI1941
 AI1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1230202486(NAD 83)
 AI1941_MARKER: DD = SURVEY DISK
 AI1941_SETTING: 0 = UNSPECIFIED SETTING
 AI1941_STAMPING: 1/4 T1N R4E S4 S3 1996 31
 AI1941_MARK LOGO: USGLO 
 AI1941_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1941+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 AI1941
 AI1941  HISTORY     - Date     Condition        Report By
 AI1941  HISTORY     - UNK      MONUMENTED       USGLO
 AI1941  HISTORY     - 19990212 GOOD             AZ0420
 AI1941  HISTORY     - 20080607 GOOD             GEOCAC
 AI1941
 AI1941                          STATION DESCRIPTION
 AI1941
 AI1941'DESCRIBED BY CITY OF SCOTTSDALE ARIZONA 1999 (DLE)
 AI1941'THE STATION IS LOCATED IN SCOTTSDALE, ABOUT 200 FT (61.0 M) SOUTH OF
 AI1941'THE DESERT BOTANICAL GARDENS PROPERTY LINE.  TO REACH THE STATION FROM
 AI1941'THE INTERSECTION OF PIMA ROAD AND MCDOWELL ROAD IN SCOTTSDALE, GO WEST
 AI1941'FOR 4.5 MI (7.2 KM) ON MCDOWELL ROAD TO GALVIN PARKWAY.  TURN LEFT AND
 AI1941'GO SOUTH FOR 0.5 MI (0.8 KM) ON GALVIN PARKWAY TO THE DESERT BOTANICAL
 AI1941'GARDENS PARKING LOT.  GO TO THE SOUTH SIDE OF THE PROPERTY TO THE
 AI1941'STATION.  THE STATION IS A 2.5-INCH DISK ATTACHED TO THE TOP OF A
 AI1941'METAL PIPE PROJECTING 1.3 FT (0.4 M) ABOVE GROUND AND SURROUNDED BY
 AI1941'ROCKS.  LOCATED 632.93 FT (192.92 M) WEST FROM THE WEST EDGE OF THE
 AI1941'ARIZONA MAIN CANAL, 601.13 FT (183.22 M) SOUTHWEST FROM A POWERLINE
 AI1941'POLE, 377.1 FT (114.9 M) NORTH FROM THE NORTHERNMOST FENCE LINE AT
 AI1941'PAPAGO PARK AND 364.36 FT (111.06 M) SOUTH FROM THE SOUTHERNMOST
 AI1941'LOOKOUT POINT AT THE BOTANICAL GARDENS.
 AI1941
 AI1941                          STATION RECOVERY (2008)
 AI1941
 AI1941'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AI1941'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE BOUNDARY OF THE
 AI1941'BOTANICAL GARDEN HAS CHANGED, AND THIS MARK IS NOW INSIDE THOSE
 AI1941'BOUNDARIES ON BOTANICAL GARDEN PROPERTY. AN ESCORT BY BOTANICAL GARDEN
 AI1941'PERSONNEL WILL BE NECESSARY TO ACCESS THE SITE, WHICH IS NOW 355 FEET
 AI1941'NORTH OF THE SOUTH BOUNDARY FENCE, AND 340 FEET SOUTHWEST OF THE BEST
 AI1941'ACCESS POINT ON THE GARDEN'S TRAIL SYSTEM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1709 ***********************************************************************
 DU1709  DESIGNATION -  T1N R4E SECS 32 33 1/4 COR
 DU1709  PID         -  DU1709
 DU1709  STATE/COUNTY-  AZ/MARICOPA
 DU1709  USGS QUAD   -  TEMPE (1982)
 DU1709
 DU1709                         *CURRENT SURVEY CONTROL
 DU1709  ___________________________________________________________________
 DU1709* NAD 83(1986)-  33 23 08.     (N)    111 57 39.     (W)     SCALED    
 DU1709* NAVD 88     -       360.568  (meters)    1182.96   (feet)  ADJUSTED  
 DU1709  ___________________________________________________________________
 DU1709  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1709  DYNAMIC HT  -         360.153 (meters)    1181.60  (feet)  COMP
 DU1709  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DU1709
 DU1709  VERT ORDER  -  SECOND    CLASS I
 DU1709
 DU1709.The horizontal coordinates were scaled from a topographic map and have
 DU1709.an estimated accuracy of +/- 6 seconds.
 DU1709
 DU1709.The orthometric height was determined by differential leveling
 DU1709.and adjusted in November 1993.
 DU1709
 DU1709.The geoid height was determined by GEOID03.
 DU1709
 DU1709.The dynamic height is computed by dividing the NAVD 88
 DU1709.geopotential number by the normal gravity value computed on the
 DU1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1709.degrees latitude (g = 980.6199 gals.).
 DU1709
 DU1709.The modeled gravity was interpolated from observed gravity values.
 DU1709
 DU1709;                    North         East    Units  Estimated Accuracy
 DU1709;SPC AZ C     -   264,510.      209,250.      MT  (+/- 180 meters Scaled)
 DU1709
 DU1709                          SUPERSEDED SURVEY CONTROL
 DU1709
 DU1709.No superseded survey control is available for this station.
 DU1709
 DU1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106944(NAD 83)
 DU1709_MARKER: I = METAL ROD
 DU1709_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1709+WITH SETTING: INFORMATION.
 DU1709_SP_SET: REBAR
 DU1709_MARK LOGO: AZDT  
 DU1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1709+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 DU1709
 DU1709  HISTORY     - Date     Condition        Report By
 DU1709  HISTORY     - UNK      MONUMENTED       AZDT
 DU1709  HISTORY     - 1981     GOOD             AZDT
 DU1709  HISTORY     - 19950210 GOOD             USPSQD
 DU1709  HISTORY     - 20040701 GOOD             USPSQD
 DU1709
 DU1709                          STATION DESCRIPTION
 DU1709
 DU1709'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1709'IN TEMPE.
 DU1709'IN TEMPE, 2.0 MI (3.22 KM) WEST ALONG SOUTHERN AVENUE FROM RURAL ROAD
 DU1709'TO THE INTERSECTION OF PRIEST DRIVE, THENCE SOUTH 0.5 MI (0.81 KM) TO
 DU1709'THE MARK IN THE CENTER OF PRIEST DRIVE IN A HANDHOLE, 36 FT
 DU1709'(10.96 METERS) EAST OF A 6 FT (1.82 METERS) CHAIN LINK FENCE CORNER IN
 DU1709'THE NORTHEAST CORNER OF THE ASU EXPERIMENTAL CITRUS GROVE, 275 FT
 DU1709'(83.82 METERS) SOUTH OF CENTER OF PRIEST DRIVE BRIDGE OVER THE WESTERN
 DU1709'CANAL, A 5/8-INCH REBAR SET IN CONCRETE IN A HANDHOLE.
 DU1709
 DU1709                          STATION RECOVERY (1995)
 DU1709
 DU1709'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1709'RECOVERED IN GOOD CONDITION.
 DU1709
 DU1709                          STATION RECOVERY (2004)
 DU1709
 DU1709'RECOVERY NOTE BY US POWER SQUADRON 2004 (DR)
 DU1709'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2160 ***********************************************************************
 DV2160  DESIGNATION -  T1N R5W SECS 4 5 8 9
 DV2160  PID         -  DV2160
 DV2160  STATE/COUNTY-  AZ/MARICOPA
 DV2160  USGS QUAD   -  WINTERSBURG (1984)
 DV2160
 DV2160                         *CURRENT SURVEY CONTROL
 DV2160  ___________________________________________________________________
 DV2160* NAD 83(1992)-  33 27 00.47023(N)    112 46 53.43553(W)     ADJUSTED  
 DV2160* NAVD 88     -       326.35   (+/-2cm)    1070.7    (feet)  VERTCON   
 DV2160  ___________________________________________________________________
 DV2160  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DV2160  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV2160  HORZ ORDER  -  FIRST
 DV2160  VERT ORDER  -  THIRD ? (See Below)
 DV2160
 DV2160.The horizontal coordinates were established by classical geodetic methods
 DV2160.and adjusted by the National Geodetic Survey in August 1993.
 DV2160
 DV2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2160.The vertical order pertains to the NGVD 29 superseded value.
 DV2160
 DV2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2160
 DV2160.The geoid height was determined by GEOID03.
 DV2160
 DV2160;                    North         East     Units Scale Factor Converg.
 DV2160;SPC AZ C     -   272,004.346   132,957.352   MT  0.99997967   -0 28 36.3
 DV2160;SPC AZ C     -   892,402.71    436,211.78   iFT  0.99997967   -0 28 36.3
 DV2160;UTM  12      - 3,702,609.494   334,418.413   MT  0.99993803   -0 58 56.0
 DV2160
 DV2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2160!SPC AZ C     -   0.99995360  x   0.99997967  =   0.99993327
 DV2160!UTM  12      -   0.99995360  x   0.99993803  =   0.99989164
 DV2160
 DV2160|---------------------------------------------------------------------|
 DV2160| PID    Reference Object                     Distance      Geod. Az  |
 DV2160|                                                           dddmmss.s |
 DV2160| CH4905 C RM 2                               15.272 METERS 16235     |
 DV2160| CH4907 C 2 AZ MK                                          1781616.8 |
 DV2160| CH4906 C RM 3 AZIMUTH                                     1792353.4 |
 DV2160| CH4904 C AZ MK RESET                                      1795405.7 |
 DV2160| FR0713 C RM 1                               27.848 METERS 25406     |
 DV2160| DV2159 C 2                                  22.976 METERS 32936     |
 DV2160| CH4908 C 2 RM 4                                           34950     |
 DV2160|---------------------------------------------------------------------|
 DV2160
 DV2160                          SUPERSEDED SURVEY CONTROL
 DV2160
 DV2160  NAD 83(1986)-  33 27 00.46389(N)    112 46 53.44118(W) AD(       ) 1
 DV2160  NAD 27      -  33 27 00.32100(N)    112 46 50.81800(W) AD(       ) 1
 DV2160  NGVD 29 (07/19/86)  325.72   (m)         1068.6    (f) LEVELING    3  
 DV2160
 DV2160.Superseded values are not recommended for survey control.
 DV2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2160.See file dsdata.txt to determine how the superseded data were derived.
 DV2160
 DV2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3441802609(NAD 83)
 DV2160_MARKER: P = PIPE CAP
 DV2160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV2160_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 DV2160
 DV2160  HISTORY     - Date     Condition        Report By
 DV2160  HISTORY     - 1934     MONUMENTED       USGLO
 DV2160  HISTORY     - 1947     GOOD             CGS
 DV2160  HISTORY     - 1956     GOOD             CGS
 DV2160  HISTORY     - 1962     GOOD             CGS
 DV2160  HISTORY     - 1965     GOOD             CGS
 DV2160  HISTORY     - 1968     MARK NOT FOUND   CGS
 DV2160  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DV2160
 DV2160                          STATION DESCRIPTION
 DV2160
 DV2160'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 DV2160'ABOUT 8 MILES, AIR LINE, NORTH OF HASSAYAMPA, ON THE CORNER
 DV2160'OF SECS. 4, 5, 8, AND 9, IN T. 1 N., R. 5 W.  MARKED BY A
 DV2160'GENERAL LAND OFFICE SECTION CORNER MARKER.  REFERENCE MARK
 DV2160'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 27.848
 DV2160'METERS (91.36 FEET) FROM STATION.
 DV2160'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DV2160'IS 15.280 METERS (50.13 FEET) FROM STATION.
 DV2160'THE AZIMUTH MARK (REFERENCE MARK NO. 3), A
 DV2160'STANDARD BRONZE DISK, IS 0.8 MILE FROM STATION.
 DV2160
 DV2160                          STATION RECOVERY (1947)
 DV2160
 DV2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2160'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 DV2160'CONDITION.
 DV2160'
 DV2160'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE NORTH OF HASSAYAMPA
 DV2160'ON THE CORNER OF SECTIONS 4, 5, 8 AND 9 IN TOWNSHIP 1 N,
 DV2160'RANGE 5 W.  THE STATION MARK IS A GENERAL LAND OFFICE MARK
 DV2160'SET ATOP AN IRON PIPE WHICH IS ENCASED IN CONCRETE.  IT IS 5
 DV2160'PACES SOUTH OF THE CENTERLINE OF ROAD, PROJECTS 14 INCHES AND
 DV2160'IS STAMPED, T1N, R5W, S5, S4, S8, S9 1915.
 DV2160'
 DV2160'REFERENCE MARK NO. 1 IS A BRONZE DISK
 DV2160'SET 8 PACES SOUTH OF CENTERLINE OF ROAD, 10 INCHES LOWER
 DV2160'THAN THE STATION MARK AND IS STAMPED, GLO C 1934 NO 1.
 DV2160'
 DV2160'REFERENCE MARK NO. 2 IS A BRONZE DISK
 DV2160'SET 22 PACES SOUTH OF CENTERLINE OF ROAD, 18 INCHES LOWER
 DV2160'THAN THE STATION MARK AND IS STAMPED, GLO C 1934 NO 2.
 DV2160'
 DV2160'THE AZIMUTH MARK IS A BRONZE REFERENCE MARK
 DV2160'SET 10 PACES WEST OF CENTERLINE OF ROAD, PROJECTS
 DV2160'4 INCHES AND IS STAMPED, GLO C AZIMUTH 1934 NO 3.
 DV2160'
 DV2160'TO REACH THE STATION FROM HASSAYAMPA.  GO NORTHWEST ON GRAVEL
 DV2160'ROAD 1.7 MILE TO A FORK JUST A FTER CROSSING RAILROAD TRACKS, TURN
 DV2160'RIGHT, GO 6.0 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE 0.8
 DV2160'MILE TO CROSSROAD.  TURN RIGHT, GO 0.1 MILE TO STATION ON
 DV2160'RIGHT.  A DRIVE STATION.
 DV2160'
 DV2160'OBSERVATIONS MADE FROM A 0.9 M TRIPOD.
 DV2160
 DV2160                          STATION RECOVERY (1956)
 DV2160
 DV2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV2160'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE
 DV2160'MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DV2160'GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DV2160'
 DV2160'THE STATION IS ABOUT 15 MILES NORTHWEST OF BUCKEYE, ABOUT 11
 DV2160'MILES NORTH-NORTHWEST OF PALO VERDE ABOUT 8 MILES NORTH OF
 DV2160'HASSAYAMPA AND 1.0 MILE EAST OF THE WICKENBURG ROAD.  THE
 DV2160'STATION MARK IS 10 FEET SOUTHWEST OF THE CENTER OF A GATE,
 DV2160'9 FEET SOUTH OF A TRACK ROAD AND 4 FEET WEST OF A FENCE CORNER.
 DV2160'IT IS A U.S. GENERAL LAND OFFICE SURVEY MARK SECURED TO THE
 DV2160'TOP OF A 2-INCH PIPE WHICH IS SET IN THE TOP OF A CONCRETE
 DV2160'POST THAT IS 10 INCHES SQUARE AT THE TOP.  THE PIPE PROJECTS
 DV2160'12 INCHES AND THE MARK IS STAMPED TIN R5W S5 S4 S8 S9 1915.
 DV2160'
 DV2160'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF A TRACK
 DV2160'ROAD.  IT PROJECTS 2 INCHES AND IS STAMPED G.L.O.C. NO 1
 DV2160'1934.
 DV2160'
 DV2160'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF AN EAST-WEST FENCE
 DV2160'AND 15 FEET EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS 2 INCHES
 DV2160'AND IS STAMPED G.L.O.C. NO 2 1934.
 DV2160'
 DV2160'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 105.35 FEET.
 DV2160'
 DV2160'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF WICKENBURG
 DV2160'ROAD.  IT IS A REFERENCE MARK DISK STAMPED G.L.O.C. AZIMUTH
 DV2160'1934 NO 3.
 DV2160'
 DV2160'TO REACH THE STATION FROM THE POST OFFICE IN PALO VERDE GO
 DV2160'WEST ON PAVED ROAD FOR 2.5 MILES TO HASSAYAMPA.  GO NORTH
 DV2160'ON GRAVELED ROAD FROM HASSAYMPA FOR 1.6 MILES TO A FORK
 DV2160'JUST AFTER CROSSING THE RAILROAD TRACKS, TAKE RIGHT FORK AND
 DV2160'GO NORTHERLY ON THE GRAVELED ROAD FOR 5.6 MILES TO THE AZIMUTH
 DV2160'MARK ON THE LEFT.  CONTINUE NORTH FOR 0.75 MILE TO A CROSSROAD
 DV2160'AND A STREET SIGN ON THE RIGHT READING W VAN BUREN ST
 DV2160'WICKENBURG RD.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 DV2160'STATION AND REFERENCE MARKS ON THE RIGHT.
 DV2160
 DV2160                          STATION RECOVERY (1962)
 DV2160
 DV2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2160'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WAS
 DV2160'RECOVERED AND FOUND TO BE IN GOOD CONDITION, THE AZIMUTH MARK
 DV2160'HAD BEEN DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED
 DV2160'AT THIS TIME.  THE DISTANCE AND DIRECTION TO REFERENCE
 DV2160'MARK 1 AND REFERENCE MARK 2 CHECKED.  DUE TO CHANGES A
 DV2160'COMPLETE NEW DESCRIPTION FOLLOWS--
 DV2160'
 DV2160'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF TONOPAH,
 DV2160'ABOUT 8 MILES NORTH OF HASSAYAMPA AND ABOUT 3 MILES SOUTH OF THE
 DV2160'TONOPAH-PERRYVILLE ROAD.
 DV2160'
 DV2160'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO EAST
 DV2160'ON THE BLADED ROAD FOR 8.8 MILES TO A CROSSROAD AND SIGN
 DV2160'(PERRYVILLE 20 MILES, HASSAYAMPA 12 MILES), TURN RIGHT AND GO
 DV2160'SOUTH ON BLADED ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT AND
 DV2160'SIGN (WEST-VAN BUREN ST. WICKENBURG RD.), TURN LEFT ON SOUTH SIDE
 DV2160'OF FENCE AND GO EAST FOR 0.1 MILE TO FENCE CORNER AND STATION.
 DV2160'
 DV2160'TO REACH THE AZIMUTH MARK FROM THE SIGN (WEST VAN BUREN ST.,
 DV2160'WICKENBURG RD.), CONTINUE SOUTH FOR 0.7 MILE TO THE AZIMUTH
 DV2160'MARK ON RIGHT AS DESCRIBED.
 DV2160'
 DV2160'STATION MARK, A GENERAL LAND OFFICE SURVEY MARK IS A 1-1/2
 DV2160'INCH IRON PIPE WITH CAP ON TOP WHICH IS REINFORCED WITH CONCRETE
 DV2160'AND IS STAMPED T1N, R5W, S5, S4, S8, S9, 1915.  THE MARK IS 28
 DV2160'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 17.5 FEET
 DV2160'SOUTH-SOUTHWEST OF FENCE CORNER AND 4 FEET WEST OF FENCE CORNER.
 DV2160'
 DV2160'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL
 DV2160'HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 2 INCHES AND IS
 DV2160'STAMPED G.L.O.C. NO 1 1934.  THE MARK IS 101 FEET SOUTHWEST OF
 DV2160'FENCE CORNER AND 43 FEET SOUTH OF CENTER OF A TRACK ROAD.
 DV2160'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 DV2160'HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 2 INCHES AND
 DV2160'IS STAMPED G.L.O.C. NO 2 1934.  THE MARK IS 49 FEET
 DV2160'SOUTH-SOUTHEAST OF FENCE CORNER AND 14.6 FEET EAST OF FENCE.
 DV2160'
 DV2160'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 DV2160'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND
 DV2160'IS STAMPED G.L.O.C. 1934 RESET 1962.  THE MARK IS 18 FEET
 DV2160'EAST-SOUTHEAST OF THE CENTER OF ROAD, 2.8 FEET NORTH-NORTHWEST
 DV2160'OF THE WITNESS POST AND 1.3 FEET WEST OF THE FENCE.
 DV2160'
 DV2160'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2160
 DV2160                          STATION RECOVERY (1965)
 DV2160
 DV2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2160'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DV2160'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DV2160'CONDITION.  HOWEVER, ERRORS WERE NOTED IN THE LOCAL MEASUREMENTS
 DV2160'IN THE 1962 DESCRIPTION.  THE CORRECTED DESCRIPTION FOLLOWS--
 DV2160'
 DV2160'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF TONOPAH,
 DV2160'8 MILES NORTH OF HASSAYAMPA AND 3.0 MILES SOUTH OF THE
 DV2160'TONOPAH-PERRYVILLE ROAD.
 DV2160'
 DV2160'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TONOPAH, GO
 DV2160'EAST ON AN ASPHALT ROAD FOR 0.2 MILE TO THE END OF THE PAVEMENT.
 DV2160'CONTINUE EAST ON GRAVELED ROAD FOR 8.6 MILES TO A CROSSROAD
 DV2160'AND SIGN, HASSAYAMPA 12 MILES.  TURN RIGHT AND GO SOUTH
 DV2160'ON GRAVELED ROAD FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT
 DV2160'AND SIGN, WEST VAN BUREN STREET, WICKENBURG ROAD.  TURN LEFT
 DV2160'AND GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.1 MILE TO
 DV2160'THE STATION MARK.
 DV2160'
 DV2160'TO REACH THE AZIMUTH MARK FROM THE SIGN, WEST VAN BUREN STREET,
 DV2160'WICKENBURG ROAD, GO SOUTH ALONG GRAVELED ROAD FOR 0.75 MILE TO
 DV2160'THE MARK ON THE RIGHT.
 DV2160'
 DV2160'THE STATION MARK IS A GENERAL LAND OFFICE SURVEY MARK COMPOSED
 DV2160'OF A 1-1/2 INCH IRON PIPE WITH A CAP ON TOP AND REINFORCED
 DV2160'WITH CONCRETE.  THE CAP IS STAMPED T1N, R5W, S5, S4, S8,
 DV2160'S9, 1915.  IT IS 28 FEET SOUTH-SOUTHWEST OF A FENCE CORNER,
 DV2160'17.5 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 4 FEET WEST
 DV2160'OF ANOTHER FENCE CORNER.
 DV2160'
 DV2160'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED G.L.O.C.
 DV2160'1934 NO 1, CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL
 DV2160'BOULDER THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 DV2160'GROUND.  IT IS 101 FEET SOUTHWEST OF A FENCE CORNER AND 43
 DV2160'FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 DV2160'
 DV2160'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED G.L.O.C.
 DV2160'1934 NO 2, CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL
 DV2160'BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 DV2160'THE GROUND.  IT IS 49 FEET SOUTH-SOUTHEAST OF A FENCE CORNER
 DV2160'AND 14.6 FEET EAST OF A FENCE.
 DV2160'
 DV2160'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED G.L.O.C. 1934
 DV2160'RESET 1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DV2160'POST THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DV2160'IT IS 18 FEET WEST-SOUTHWEST OF THE CENTER OF THE GRAVELED
 DV2160'ROAD, 2.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND
 DV2160'1.3 FEET WEST-SOUTHWEST OF A WIRE FENCE.
 DV2160'
 DV2160'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 DV2160
 DV2160                          STATION RECOVERY (1968)
 DV2160
 DV2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 DV2160'STA. WAS NOT FOUND
 DV2160'
 DV2160'STA. PROBABLY DESTROYED BY ROAD CONSTRUCTION
 DV2160'
 DV2160'R.M. 1 FOUND IN GOOD CONDITION.  DIST. TO STA FROM R.M. 1
 DV2160'INDICATES STA. WAS LOCATED IN CENTERLINE OF NEW ROAD.
 DV2160
 DV2160                          STATION RECOVERY (1971)
 DV2160
 DV2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DV2160'REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DV2160'ALL OTHER MARKS WERE DESTROYED DURING ROAD CONSTRUCTION.  THE
 DV2160'STATION WAS REESTABLISHED ON A TEMPORARY POINT USING THE
 DV2160'DISTANCE TO REFERENCE MARK 1 AND ANGLES FROM THE NATIONAL
 DV2160'NET.  THE TEMPORARY POINT WAS IN A ROAD INTERSECTION AND
 DV2160'WAS MOVED TO C (GLO) 2 WHICH IS NEARBY.
 DV2160'
 DV2160'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2160'
 DV2160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 DV2160'NORTH OF HASSAYAMPA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1372 ***********************************************************************
 DU1372  DESIGNATION -  T1N R6E SEC 1 NE COR
 DU1372  PID         -  DU1372
 DU1372  STATE/COUNTY-  AZ/MARICOPA
 DU1372  USGS QUAD   -  BUCKHORN (1982)
 DU1372
 DU1372                         *CURRENT SURVEY CONTROL
 DU1372  ___________________________________________________________________
 DU1372* NAD 83(1986)-  33 27 58.     (N)    111 41 02.     (W)     SCALED    
 DU1372* NAVD 88     -       473.72   (+/-2cm)    1554.2    (feet)  VERTCON   
 DU1372  ___________________________________________________________________
 DU1372  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU1372  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1372
 DU1372.The horizontal coordinates were scaled from a topographic map and have
 DU1372.an estimated accuracy of +/- 6 seconds.
 DU1372
 DU1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1372.The vertical order pertains to the NGVD 29 superseded value.
 DU1372
 DU1372.The geoid height was determined by GEOID03.
 DU1372
 DU1372;                    North         East    Units  Estimated Accuracy
 DU1372;SPC AZ C     -   273,470.      235,000.      MT  (+/- 180 meters Scaled)
 DU1372
 DU1372                          SUPERSEDED SURVEY CONTROL
 DU1372
 DU1372  NGVD 29 (??/??/92)  473.149  (m)         1552.32   (f) ADJ UNCH    1 1
 DU1372
 DU1372.Superseded values are not recommended for survey control.
 DU1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1372.See file dsdata.txt to determine how the superseded data were derived.
 DU1372
 DU1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364031(NAD 83)
 DU1372_MARKER: DD = SURVEY DISK
 DU1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1372_SP_SET: SURVEY WELL
 DU1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1372+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1372
 DU1372  HISTORY     - Date     Condition        Report By
 DU1372  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1372  HISTORY     - 1975     GOOD             NGS
 DU1372  HISTORY     - 20080914 GOOD             GEOCAC
 DU1372
 DU1372                          STATION DESCRIPTION
 DU1372
 DU1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1372'12.2 MI NE FROM MESA.
 DU1372'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1372'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 3.5 MILES NORTH ALONG BUSH
 DU1372'HIGHWAY TO MCDOWELL RD.  STATION IS A 4 INCH MARICOPA COUNTY BRASS CAP
 DU1372'SET IN A SURVEY WELL DOWN 0.5 FEET ON THE CENTERLINE OF MCDOWELL RD.
 DU1372'AND 2 FEET EAST OF THE APPARENT CENTERLINE OF BUSH HIGHWAY. SECTION 1,
 DU1372'T 1N, R 6E.
 DU1372
 DU1372                          STATION RECOVERY (2008)
 DU1372
 DU1372'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1372'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1372'27.979' W111 41.039'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1384 ***********************************************************************
 DU1384  DESIGNATION -  T1N R6E SEC 13 1/4 COR E
 DU1384  PID         -  DU1384
 DU1384  STATE/COUNTY-  AZ/MARICOPA
 DU1384  USGS QUAD   -  BUCKHORN (1982)
 DU1384
 DU1384                         *CURRENT SURVEY CONTROL
 DU1384  ___________________________________________________________________
 DU1384* NAD 83(1986)-  33 25 54.     (N)    111 41 02.     (W)     SCALED    
 DU1384* NAVD 88     -       443.13   (+/-2cm)    1453.8    (feet)  VERTCON   
 DU1384  ___________________________________________________________________
 DU1384  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU1384  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1384
 DU1384.The horizontal coordinates were scaled from a topographic map and have
 DU1384.an estimated accuracy of +/- 6 seconds.
 DU1384
 DU1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1384.The vertical order pertains to the NGVD 29 superseded value.
 DU1384
 DU1384.The geoid height was determined by GEOID03.
 DU1384
 DU1384;                    North         East    Units  Estimated Accuracy
 DU1384;SPC AZ C     -   269,650.      235,010.      MT  (+/- 180 meters Scaled)
 DU1384
 DU1384                          SUPERSEDED SURVEY CONTROL
 DU1384
 DU1384  NGVD 29 (??/??/92)  442.579  (m)         1452.03   (f) ADJ UNCH    1 1
 DU1384
 DU1384.Superseded values are not recommended for survey control.
 DU1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1384.See file dsdata.txt to determine how the superseded data were derived.
 DU1384
 DU1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364993(NAD 83)
 DU1384_MARKER: Z = SEE DESCRIPTION
 DU1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1384_SP_SET: SURVEY WELL
 DU1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1384
 DU1384  HISTORY     - Date     Condition        Report By
 DU1384  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1384  HISTORY     - 1975     GOOD             NGS
 DU1384  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1384
 DU1384                          STATION DESCRIPTION
 DU1384
 DU1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1384'9.7 MI ENE FROM MESA.
 DU1384'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1384'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE NORTH ON BUSH HIGHWAY FOR 1.0
 DU1384'MILE TO STATION IN THE CENTERLINE OF BUSH HIGHWAY AND ON LINE WITH THE
 DU1384'SOUTH EDGE OF ADOBE ROAD WEST.  THE MARK IS AN IRON BAR SET IN
 DU1384'CONCRETE IN A SURVEY WELL DOWN 0.6 FOOT.  SECTION 13, T 1N, R 6E.
 DU1384
 DU1384                          STATION RECOVERY (2008)
 DU1384
 DU1384'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1384'A BRASS DISK HAS BEEN SET IN PLACE OF THE IRON BAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1383 ***********************************************************************
 DU1383  DESIGNATION -  T1N R6E SEC 24 NE COR
 DU1383  PID         -  DU1383
 DU1383  STATE/COUNTY-  AZ/MARICOPA
 DU1383  USGS QUAD   -  BUCKHORN (1982)
 DU1383
 DU1383                         *CURRENT SURVEY CONTROL
 DU1383  ___________________________________________________________________
 DU1383* NAD 83(1986)-  33 25 34.     (N)    111 41 02.     (W)     SCALED    
 DU1383* NAVD 88     -       437.60   (+/-2cm)    1435.7    (feet)  VERTCON   
 DU1383  ___________________________________________________________________
 DU1383  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU1383  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1383
 DU1383.The horizontal coordinates were scaled from a topographic map and have
 DU1383.an estimated accuracy of +/- 6 seconds.
 DU1383
 DU1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1383.The vertical order pertains to the NGVD 29 superseded value.
 DU1383
 DU1383.The geoid height was determined by GEOID03.
 DU1383
 DU1383;                    North         East    Units  Estimated Accuracy
 DU1383;SPC AZ C     -   269,030.      235,010.      MT  (+/- 180 meters Scaled)
 DU1383
 DU1383                          SUPERSEDED SURVEY CONTROL
 DU1383
 DU1383  NGVD 29 (??/??/92)  437.057  (m)         1433.91   (f) ADJ UNCH    1 1
 DU1383
 DU1383.Superseded values are not recommended for survey control.
 DU1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1383.See file dsdata.txt to determine how the superseded data were derived.
 DU1383
 DU1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364987(NAD 83)
 DU1383_MARKER: DD = SURVEY DISK
 DU1383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1383_SP_SET: SURVEY WELL
 DU1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1383
 DU1383  HISTORY     - Date     Condition        Report By
 DU1383  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1383  HISTORY     - 1975     GOOD             NGS
 DU1383  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1383
 DU1383                          STATION DESCRIPTION
 DU1383
 DU1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1383'9.2 MI E FROM MESA.
 DU1383'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1383'DOWNTOWN MESA TO BUSH HIGHWAY, THENCE 0.5 MILES NORTH ALONG BUSH
 DU1383'HIGHWAY TO UNIVERSITY DRIVE.  THE MARK IS IN A SURVEY WELL DOWN 0.7
 DU1383'FEET AND IS IN THE CENTERLINE OF UNIVERSITY DRIVE AND BUSH HIGHWAY.
 DU1383'SECTION 24, T 1N, R 6E.
 DU1383
 DU1383                          STATION RECOVERY (2008)
 DU1383
 DU1383'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1383'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1383'MARK. THERE IS NO DISK IN THE HANDWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1399 ***********************************************************************
 DU1399  DESIGNATION -  T1N R6E SEC 25 NE COR
 DU1399  PID         -  DU1399
 DU1399  STATE/COUNTY-  AZ/MARICOPA
 DU1399  USGS QUAD   -  BUCKHORN (1982)
 DU1399
 DU1399                         *CURRENT SURVEY CONTROL
 DU1399  ___________________________________________________________________
 DU1399* NAD 83(1986)-  33 24 30.     (N)    111 41 02.     (W)     SCALED    
 DU1399* NAVD 88     -       424.62   (+/-2cm)    1393.1    (feet)  VERTCON   
 DU1399  ___________________________________________________________________
 DU1399  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1399  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1399
 DU1399.The horizontal coordinates were scaled from a topographic map and have
 DU1399.an estimated accuracy of +/- 6 seconds.
 DU1399
 DU1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1399.The vertical order pertains to the NGVD 29 superseded value.
 DU1399
 DU1399.The geoid height was determined by GEOID03.
 DU1399
 DU1399;                    North         East    Units  Estimated Accuracy
 DU1399;SPC AZ C     -   267,060.      235,010.      MT  (+/- 180 meters Scaled)
 DU1399
 DU1399                          SUPERSEDED SURVEY CONTROL
 DU1399
 DU1399  NGVD 29 (??/??/92)  424.088  (m)         1391.36   (f) ADJ UNCH    1 1
 DU1399
 DU1399.Superseded values are not recommended for survey control.
 DU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1399.See file dsdata.txt to determine how the superseded data were derived.
 DU1399
 DU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364967(NAD 83)
 DU1399_MARKER: DD = SURVEY DISK
 DU1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1399_SP_SET: SURVEY WELL
 DU1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1399
 DU1399  HISTORY     - Date     Condition        Report By
 DU1399  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1399  HISTORY     - 1975     GOOD             NGS
 DU1399
 DU1399                          STATION DESCRIPTION
 DU1399
 DU1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1399'9.2 MI ESE FROM MESA.
 DU1399'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1399'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR 0.5
 DU1399'MILES TO INTERSECTION OF POWERS ROAD AND BROADWAY TO STATION IN CENTER
 DU1399'OF ROADWAY.  THE MARK IS SET IN A SURVEY WELL DOWN 0.5 FEET AND IS 3
 DU1399'FEET NORTH OF CENTERLINE OF BROADWAY.  SECTION 25, T 1N, R 6E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1404 ***********************************************************************
 DU1404  DESIGNATION -  T1N R6E SEC 36 1/4 COR E
 DU1404  PID         -  DU1404
 DU1404  STATE/COUNTY-  AZ/MARICOPA
 DU1404  USGS QUAD   -  BUCKHORN (1982)
 DU1404
 DU1404                         *CURRENT SURVEY CONTROL
 DU1404  ___________________________________________________________________
 DU1404* NAD 83(1986)-  33 23 12.     (N)    111 41 02.     (W)     SCALED    
 DU1404* NAVD 88     -       415.958  (meters)    1364.69   (feet)  ADJUSTED  
 DU1404  ___________________________________________________________________
 DU1404  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1404  DYNAMIC HT  -         415.460 (meters)    1363.06  (feet)  COMP
 DU1404  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 DU1404
 DU1404  VERT ORDER  -  FIRST     CLASS I
 DU1404
 DU1404.The horizontal coordinates were scaled from a topographic map and have
 DU1404.an estimated accuracy of +/- 6 seconds.
 DU1404
 DU1404.The orthometric height was determined by differential leveling
 DU1404.and adjusted in November 1993.
 DU1404
 DU1404.The geoid height was determined by GEOID03.
 DU1404
 DU1404.The dynamic height is computed by dividing the NAVD 88
 DU1404.geopotential number by the normal gravity value computed on the
 DU1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1404.degrees latitude (g = 980.6199 gals.).
 DU1404
 DU1404.The modeled gravity was interpolated from observed gravity values.
 DU1404
 DU1404;                    North         East    Units  Estimated Accuracy
 DU1404;SPC AZ C     -   264,660.      235,020.      MT  (+/- 180 meters Scaled)
 DU1404
 DU1404                          SUPERSEDED SURVEY CONTROL
 DU1404
 DU1404  NGVD 29 (??/??/92)  415.451  (m)         1363.03   (f) ADJ UNCH    1 1
 DU1404
 DU1404.Superseded values are not recommended for survey control.
 DU1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1404.See file dsdata.txt to determine how the superseded data were derived.
 DU1404
 DU1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363943(NAD 83)
 DU1404_MARKER: DD = SURVEY DISK
 DU1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1404_SP_SET: SURVEY WELL
 DU1404_MARK LOGO: AZ-013
 DU1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1404
 DU1404  HISTORY     - Date     Condition        Report By
 DU1404  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1404  HISTORY     - 1975     GOOD             NGS
 DU1404  HISTORY     - 1981     GOOD             AZDT
 DU1404  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1404  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1404
 DU1404                          STATION DESCRIPTION
 DU1404
 DU1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1404'10.7 MI ESE FROM MESA.
 DU1404'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1404'DOWNTOWN MESA TO POWERS ROAD, THENCE 2.0 MILES SOUTH ON POWERS ROAD TO
 DU1404'STATION IN THE CENTERLINE OF ROAD.  MARK IS SET IN A SURVEY WELL DOWN
 DU1404'0.5 FEET.  SECTION 36, T 1N, R 6E.
 DU1404
 DU1404                          STATION RECOVERY (1981)
 DU1404
 DU1404'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1404'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 DU1404'IN MESA, 0.5 MILES (0.8 KM) SOUTH OF THE INTERSECTION OF SOUTHERN AND
 DU1404'POWER ROADS ON POWER ROAD, STATION IN CENTERLINE OF ROAD, A STANDARD
 DU1404'UNSTAMPED MARICOPA COUNTY BRASS CAP SET IN SURVEY WELL, DOWN 0.5 FOOT
 DU1404'(0.15 METER).
 DU1404
 DU1404                          STATION RECOVERY (1994)
 DU1404
 DU1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1404'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1404
 DU1404                          STATION RECOVERY (2008)
 DU1404
 DU1404'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1404'THERE IS NO SURVEY HANDWELL AT THE DESCRIBED LOCATION. ASSUMED
 DU1404'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1403 ***********************************************************************
 DU1403  DESIGNATION -  T1N R6E SEC 36 NE COR
 DU1403  PID         -  DU1403
 DU1403  STATE/COUNTY-  AZ/MARICOPA
 DU1403  USGS QUAD   -  BUCKHORN (1982)
 DU1403
 DU1403                         *CURRENT SURVEY CONTROL
 DU1403  ___________________________________________________________________
 DU1403* NAD 83(1986)-  33 23 36.     (N)    111 41 02.     (W)     SCALED    
 DU1403* NAVD 88     -       419.15   (+/-2cm)    1375.2    (feet)  VERTCON   
 DU1403  ___________________________________________________________________
 DU1403  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU1403  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1403
 DU1403.The horizontal coordinates were scaled from a topographic map and have
 DU1403.an estimated accuracy of +/- 6 seconds.
 DU1403
 DU1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1403.The vertical order pertains to the NGVD 29 superseded value.
 DU1403
 DU1403.The geoid height was determined by GEOID03.
 DU1403
 DU1403;                    North         East    Units  Estimated Accuracy
 DU1403;SPC AZ C     -   265,400.      235,020.      MT  (+/- 180 meters Scaled)
 DU1403
 DU1403                          SUPERSEDED SURVEY CONTROL
 DU1403
 DU1403  NGVD 29 (??/??/92)  418.629  (m)         1373.45   (f) ADJ UNCH    1 1
 DU1403
 DU1403.Superseded values are not recommended for survey control.
 DU1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1403.See file dsdata.txt to determine how the superseded data were derived.
 DU1403
 DU1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363951(NAD 83)
 DU1403_MARKER: DD = SURVEY DISK
 DU1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1403_SP_SET: SURVEY WELL
 DU1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1403+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1403
 DU1403  HISTORY     - Date     Condition        Report By
 DU1403  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1403  HISTORY     - 1975     GOOD             NGS
 DU1403  HISTORY     - 20080914 GOOD             GEOCAC
 DU1403
 DU1403                          STATION DESCRIPTION
 DU1403
 DU1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1403'10.2 MI ESE FROM MESA.
 DU1403'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1403'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR ABOUT
 DU1403'1.5 MILES TO THE INTERSECTION OF SOUTHERN AVENUE.  THE MARK IS SET IN
 DU1403'A SURVEY WELL DOWN 0.5 FEET AND IN THE INTERSECTION OF THE TWO
 DU1403'ROADWAYS.  SECTION 36, T 1N, R 6E.
 DU1403
 DU1403                          STATION RECOVERY (2008)
 DU1403
 DU1403'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1403'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1403'23.637' W11141.085 '.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1642 ***********************************************************************
 DU1642  DESIGNATION -  T1N R7E SEC 30 1/4 COR WEST
 DU1642  PID         -  DU1642
 DU1642  STATE/COUNTY-  AZ/MARICOPA
 DU1642  USGS QUAD   -  BUCKHORN (1982)
 DU1642
 DU1642                         *CURRENT SURVEY CONTROL
 DU1642  ___________________________________________________________________
 DU1642* NAD 83(1986)-  33 24 04.     (N)    111 41 04.     (W)     SCALED    
 DU1642* NAVD 88     -       421.243  (meters)    1382.03   (feet)  ADJUSTED  
 DU1642  ___________________________________________________________________
 DU1642  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1642  DYNAMIC HT  -         420.739 (meters)    1380.37  (feet)  COMP
 DU1642  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 DU1642
 DU1642  VERT ORDER  -  SECOND    CLASS I
 DU1642
 DU1642.The horizontal coordinates were scaled from a topographic map and have
 DU1642.an estimated accuracy of +/- 6 seconds.
 DU1642
 DU1642.The orthometric height was determined by differential leveling
 DU1642.and adjusted in November 1993.
 DU1642
 DU1642.The geoid height was determined by GEOID03.
 DU1642
 DU1642.The dynamic height is computed by dividing the NAVD 88
 DU1642.geopotential number by the normal gravity value computed on the
 DU1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1642.degrees latitude (g = 980.6199 gals.).
 DU1642
 DU1642.The modeled gravity was interpolated from observed gravity values.
 DU1642
 DU1642;                    North         East    Units  Estimated Accuracy
 DU1642;SPC AZ C     -   266,260.      234,960.      MT  (+/- 180 meters Scaled)
 DU1642
 DU1642                          SUPERSEDED SURVEY CONTROL
 DU1642
 DU1642.No superseded survey control is available for this station.
 DU1642
 DU1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363959(NAD 83)
 DU1642_MARKER: DD = SURVEY DISK
 DU1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1642_SP_SET: CONCRETE POST
 DU1642_MARK LOGO: AZ-013
 DU1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1642+STABILITY: SURFACE MOTION
 DU1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1642+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1642
 DU1642  HISTORY     - Date     Condition        Report By
 DU1642  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1642  HISTORY     - 1981     GOOD             AZDT
 DU1642  HISTORY     - 1984     GOOD             AZDT
 DU1642  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1642  HISTORY     - 19950210 GOOD             USPSQD
 DU1642  HISTORY     - 20080914 GOOD             GEOCAC
 DU1642
 DU1642                          STATION DESCRIPTION
 DU1642
 DU1642'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1642'IN MESA.
 DU1642'IN MESA, 1.0 MI (1.61 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND
 DU1642'POWER ROAD, AT THE INTERSECTION OF POWER ROAD AND PUEBLO AVENUE.  SET
 DU1642'IN A SURVEY HANDHOLE, DOWN 0.5 FT (15 CM).
 DU1642'NOTE--THE MARK IS NOT STAMPED.
 DU1642
 DU1642                          STATION RECOVERY (1984)
 DU1642
 DU1642'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1642'RECOVERED IN GOOD CONDITION.
 DU1642
 DU1642                          STATION RECOVERY (1994)
 DU1642
 DU1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1642'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1642
 DU1642                          STATION RECOVERY (1995)
 DU1642
 DU1642'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1642'RECOVERED IN GOOD CONDITION.
 DU1642
 DU1642                          STATION RECOVERY (2008)
 DU1642
 DU1642'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1642'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1642'24.039' W111 41.080'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1400 ***********************************************************************
 DU1400  DESIGNATION -  T1N R7E SEC 30 NW COR
 DU1400  PID         -  DU1400
 DU1400  STATE/COUNTY-  AZ/MARICOPA
 DU1400  USGS QUAD   -  BUCKHORN (1982)
 DU1400
 DU1400                         *CURRENT SURVEY CONTROL
 DU1400  ___________________________________________________________________
 DU1400* NAD 83(1986)-  33 24 30.     (N)    111 41 02.     (W)     SCALED    
 DU1400* NAVD 88     -       423.99   (+/-2cm)    1391.0    (feet)  VERTCON   
 DU1400  ___________________________________________________________________
 DU1400  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU1400  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1400
 DU1400.The horizontal coordinates were scaled from a topographic map and have
 DU1400.an estimated accuracy of +/- 6 seconds.
 DU1400
 DU1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1400.The vertical order pertains to the NGVD 29 superseded value.
 DU1400
 DU1400.The geoid height was determined by GEOID03.
 DU1400
 DU1400;                    North         East    Units  Estimated Accuracy
 DU1400;SPC AZ C     -   267,060.      235,010.      MT  (+/- 180 meters Scaled)
 DU1400
 DU1400                          SUPERSEDED SURVEY CONTROL
 DU1400
 DU1400  NGVD 29 (??/??/92)  423.458  (m)         1389.30   (f) ADJ UNCH    1 1
 DU1400
 DU1400.Superseded values are not recommended for survey control.
 DU1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1400.See file dsdata.txt to determine how the superseded data were derived.
 DU1400
 DU1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364967(NAD 83)
 DU1400_MARKER: DD = SURVEY DISK
 DU1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1400_SP_SET: SURVEY WELL
 DU1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1400+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1400
 DU1400  HISTORY     - Date     Condition        Report By
 DU1400  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1400  HISTORY     - 1975     GOOD             NGS
 DU1400  HISTORY     - 20080914 GOOD             GEOCAC
 DU1400
 DU1400                          STATION DESCRIPTION
 DU1400
 DU1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1400'8.7 MI ESE FROM MESA.
 DU1400'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU1400'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH OF POWERS ROAD TO BROADWAY.
 DU1400'STATION IS SET IN A SURVEY WELL, DOWN 0.5 FEET, 0.5 FEET EAST OF THE
 DU1400'CENTERLINE OF POWERS ROAD, ABOUT 270 FEET SOUTH OF CENTERLINE OF
 DU1400'BROADWAY AND ABOUT 120 FEET NORTH OF THE WEST ENTRANCE OF THE GOLDEN
 DU1400'HILLS COUNTRY CLUB.  SECTION 30, T 1N, R 7E.
 DU1400
 DU1400                          STATION RECOVERY (2008)
 DU1400
 DU1400'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1400'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1400'24.477' W111 41.073'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1468 ***********************************************************************
 DU1468  DESIGNATION -  T1N R8E SEC 32 33 1/4 COR
 DU1468  PID         -  DU1468
 DU1468  STATE/COUNTY-  AZ/PINAL
 DU1468  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1468
 DU1468                         *CURRENT SURVEY CONTROL
 DU1468  ___________________________________________________________________
 DU1468* NAD 83(1986)-  33 23 12.     (N)    111 32 44.     (W)     SCALED    
 DU1468* NAVD 88     -       501.426  (meters)    1645.10   (feet)  ADJUSTED  
 DU1468  ___________________________________________________________________
 DU1468  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU1468  DYNAMIC HT  -         500.816 (meters)    1643.09  (feet)  COMP
 DU1468  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 DU1468
 DU1468  VERT ORDER  -  FIRST     CLASS I
 DU1468
 DU1468.The horizontal coordinates were scaled from a topographic map and have
 DU1468.an estimated accuracy of +/- 6 seconds.
 DU1468
 DU1468.The orthometric height was determined by differential leveling
 DU1468.and adjusted in November 1993.
 DU1468
 DU1468.The geoid height was determined by GEOID03.
 DU1468
 DU1468.The dynamic height is computed by dividing the NAVD 88
 DU1468.geopotential number by the normal gravity value computed on the
 DU1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1468.degrees latitude (g = 980.6199 gals.).
 DU1468
 DU1468.The modeled gravity was interpolated from observed gravity values.
 DU1468
 DU1468;                    North         East    Units  Estimated Accuracy
 DU1468;SPC AZ C     -   264,690.      247,890.      MT  (+/- 180 meters Scaled)
 DU1468
 DU1468                          SUPERSEDED SURVEY CONTROL
 DU1468
 DU1468.No superseded survey control is available for this station.
 DU1468
 DU1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB492942(NAD 83)
 DU1468_MARKER: DD = SURVEY DISK
 DU1468_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1468_SP_SET: SHALLOW-SET PIPE
 DU1468_STAMPING: S32 S33
 DU1468_MARK LOGO: NONE  
 DU1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1468
 DU1468  HISTORY     - Date     Condition        Report By
 DU1468  HISTORY     - UNK      MONUMENTED       NGS
 DU1468  HISTORY     - 1975     GOOD             AZDT
 DU1468  HISTORY     - 1984     GOOD             AZDT
 DU1468
 DU1468                          STATION DESCRIPTION
 DU1468
 DU1468'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 DU1468'4.8 MI SW FROM PALM SPRINGS.
 DU1468'150 FT. SOUTH OF THE FREEWAY CENTERLINE.  ALONG THE CENTERLINE OF
 DU1468'IDAHO ROAD.  SUPERSTITION FREEWAY, BETWEEN POWER ROAD AND APACHE
 DU1468'JUNCTION.  A 2 AND 3/4 IN. GENERAL LAND OFFICE BRASS CAP, SET ON A 1
 DU1468'IN. PIPE, UP 1 FT.
 DU1468
 DU1468                          STATION RECOVERY (1984)
 DU1468
 DU1468'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1468'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  FROM THE
 DU1468'INTERSECTION OF CRISMON ROAD AND STATE ROUTE 360 IN APACHE JUNCTION
 DU1468'TRAVEL EAST ALONG STATE ROUTE 360 CENTERLINE FOR 6.44 KM.  (4.0 MI.)
 DU1468'TO THE INTERSECTION OF IDAHO ROAD WITH THE STATE ROUTE 360
 DU1468'CENTERLINE, THEN 45.72 METERS (150 FT.) SOUTH OF THE FREEWAY
 DU1468'CENTERLINE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1915 ***********************************************************************
 DV1915  DESIGNATION -  T1N R9W SECS 9 10 15 16
 DV1915  PID         -  DV1915
 DV1915  STATE/COUNTY-  AZ/MARICOPA
 DV1915  USGS QUAD   -  CORTEZ PEAK NW (1990)
 DV1915
 DV1915                         *CURRENT SURVEY CONTROL
 DV1915  ___________________________________________________________________
 DV1915* NAD 83(1992)-  33 26 07.96892(N)    113 10 45.38016(W)     ADJUSTED  
 DV1915* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 DV1915  ___________________________________________________________________
 DV1915  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DV1915  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DV1915  HORZ ORDER  -  SECOND
 DV1915
 DV1915.The horizontal coordinates were established by classical geodetic methods
 DV1915.and adjusted by the National Geodetic Survey in August 1993.
 DV1915
 DV1915.The orthometric height was scaled from a topographic map.
 DV1915
 DV1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1915
 DV1915.The geoid height was determined by GEOID03.
 DV1915
 DV1915;                    North         East     Units Scale Factor Converg.
 DV1915;SPC AZ C     -   270,765.333    95,956.580   MT  1.00006988   -0 41 44.8
 DV1915;SPC AZ C     -   888,337.71    314,818.18   iFT  1.00006988   -0 41 44.8
 DV1915;UTM  12      - 3,701,696.934   297,408.252   MT  1.00010604   -1 12 04.3
 DV1915
 DV1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1915!SPC AZ C     -   0.99995033  x   1.00006988  =   1.00002021
 DV1915!UTM  12      -   0.99995033  x   1.00010604  =   1.00005637
 DV1915
 DV1915                          SUPERSEDED SURVEY CONTROL
 DV1915
 DV1915  NAD 83(1986)-  33 26 07.96074(N)    113 10 45.38676(W) AD(       ) 2
 DV1915  NAD 27      -  33 26 07.82300(N)    113 10 42.71000(W) AD(       ) 2
 DV1915
 DV1915.Superseded values are not recommended for survey control.
 DV1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1915.See file dsdata.txt to determine how the superseded data were derived.
 DV1915
 DV1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9740801697(NAD 83)
 DV1915_MARKER: DD = SURVEY DISK
 DV1915_SETTING: 0 = UNSPECIFIED SETTING
 DV1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1915
 DV1915  HISTORY     - Date     Condition        Report By
 DV1915  HISTORY     - 1948     MONUMENTED       USGLO
 DV1915
 DV1915                          STATION DESCRIPTION
 DV1915
 DV1915'DESCRIBED BY US GENERAL LAND OFFICE 1948
 DV1915'THE STATION MARK IS A GENERAL LAND OFFICE MARK FASTENED
 DV1915'TO A 2 INCH IRON PIPE, PROJECTS 1 FOOT, LOCATED AT THE INTERSECTION
 DV1915'OF TWO SECTION LINE ROADS, AND STAMPED, T 1 N R 9 W S9 S10
 DV1915'S15 S16 1914.
 DV1915'
 DV1915'TO REACH STATION RANDOM FROM SHELL SERVICE STATION ON THE EAST SIDE OF
 DV1915'SALOME, GO SOUTH EASTERLY ON GRADED ROAD TOWARD HASSAYAMPA FOR 31.8
 DV1915'MILES TO A CATTLE GUARD (STATION PLEASANTON 1948 IS ON RIGHT
 DV1915'AT THIS POINT).  CROSS CATTLE GUARD AND TURN RIGHT OFF OF GRADED
 DV1915'ROAD AND FOLLOW TRACK ROAD ALONG EAST SIDE OF FENCE LINE FOR
 DV1915'5.0 MILES TO A FENCE CORNER AND GATE.  PASS THROUGH GATE AND
 DV1915'CONTINUE SOUTH FOR 1.0 MILE TO CROSSROAD.  TURN RIGHT (WEST)
 DV1915'AND GO 3.0 MILES TO CROSSROAD AND STATION RANDOM AS DESCRIBED ABOVE.
 DV1915'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2125 ***********************************************************************
 DV2125  DESIGNATION -  T1N T1S R1E R1W SECS 1 6 31 36 RESET
 DV2125  PID         -  DV2125
 DV2125  STATE/COUNTY-  AZ/MARICOPA
 DV2125  USGS QUAD   -  TOLLESON (1982)
 DV2125
 DV2125                         *CURRENT SURVEY CONTROL
 DV2125  ___________________________________________________________________
 DV2125* NAD 83(1992)-  33 22 37.82733(N)    112 18 21.99931(W)     ADJUSTED  
 DV2125* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 DV2125  ___________________________________________________________________
 DV2125  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DV2125  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV2125  HORZ ORDER  -  SECOND
 DV2125
 DV2125.The horizontal coordinates were established by classical geodetic methods
 DV2125.and adjusted by the National Geodetic Survey in August 1993.
 DV2125
 DV2125.The orthometric height was scaled from a topographic map.
 DV2125
 DV2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2125
 DV2125.The geoid height was determined by GEOID03.
 DV2125
 DV2125;                    North         East     Units Scale Factor Converg.
 DV2125;SPC AZ C     -   263,646.684   177,124.338   MT  0.99991618   -0 12 51.3
 DV2125;SPC AZ C     -   864,982.56    581,116.59   iFT  0.99991618   -0 12 51.3
 DV2125;UTM  12      - 3,693,863.701   378,506.155   MT  0.99978198   -0 43 07.1
 DV2125
 DV2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2125!SPC AZ C     -   0.99994923  x   0.99991618  =   0.99986541
 DV2125!UTM  12      -   0.99994923  x   0.99978198  =   0.99973122
 DV2125
 DV2125                          SUPERSEDED SURVEY CONTROL
 DV2125
 DV2125  NAD 83(1986)-  33 22 37.82175(N)    112 18 22.00337(W) AD(       ) 2
 DV2125  NAD 27      -  33 22 37.66540(N)    112 18 19.44160(W) AD(       ) 2
 DV2125
 DV2125.Superseded values are not recommended for survey control.
 DV2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2125.See file dsdata.txt to determine how the superseded data were derived.
 DV2125
 DV2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7850693864(NAD 83)
 DV2125_MARKER: DD = SURVEY DISK
 DV2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2125+STABILITY: SURFACE MOTION
 DV2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2125+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2008
 DV2125
 DV2125  HISTORY     - Date     Condition        Report By
 DV2125  HISTORY     - 1962     MONUMENTED       DI
 DV2125  HISTORY     - 1986     GOOD             LOCSUR
 DV2125  HISTORY     - 20000406 GOOD             MCDOT
 DV2125  HISTORY     - 20060819 GOOD             GEOCAC
 DV2125  HISTORY     - 20080810 GOOD             GEOCAC
 DV2125
 DV2125                          STATION DESCRIPTION
 DV2125
 DV2125'DESCRIBED BY US DEPARTMENT OF INTERIOR 1962
 DV2125'TO REACH FROM THE POST OFFICE IN CASHION, GO WEST ON U.S.
 DV2125'HIGHWAY 80 FOR 0.4 MILE TO S. 115TH AVENUE, TURN LEFT AND
 DV2125'GO SOUTH ON S. 115TH AVENUE FOR 3.1 MILES TO CROSSROAD W. SOUTHERN
 DV2125'AVENUE, CONTINUE SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON RIGHT
 DV2125'WHERE ROAD CURVES RIGHT, TURN RIGHT AND FOLLOW DIRT ROAD WESTERLY
 DV2125'FOR 0.95 MILE TO THE GILA RIVER, FORD RIVER AND CONTINUE
 DV2125'WESTERLY ON MAIN DIRT ROAD FOR 0.15 MILE TO FORK, KEEP LEFT AND
 DV2125'GO SOUTHERLY 0.1 MILE TO FORK, KEEP LEFT AND FOLLOW MAIN
 DV2125'ROAD EASTERLY 0.15 MILE TO TRACK ROAD RIGHT,
 DV2125'CONTINUE STRAIGHT AHEAD AT ALL CROSSROADS AND GO 0.3 MILE TO
 DV2125'FORK, KEEP LEFT AND FOLLOW MAIN TRACK ROAD EASTERLY FOR 0.6
 DV2125'MILE TO TWO ABANDON BUILDINGS ON RIGHT, CONTINUE EAST ON
 DV2125'MAIN TRACK ROAD ALONG THE SOUTH EDGE OF FIELD FOR 0.15 MILE
 DV2125'TO T ROAD, TURN RIGHT AND GO SOUTH THEN EAST FOR 0.45 MILE
 DV2125'TO ROCK QUARRY, KEEP TO LEFT OF ROCK QUARRY AND GO EASTERLY
 DV2125'UP HILL FOR 0.1 MILE TO FENCE, TURN LEFT AND GO
 DV2125'NORTH 0.05 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK
 DV2125'NORTH TO TOP OF HILL AND STATION TT ZW 9 AMS.  (5 MINUTE PACK)
 DV2125'
 DV2125'A U.S. DEPT. OF INTERIOR CADASTRAL SURVEY MONUMENT
 DV2125'WHICH HAS A BRONZE CAP WHICH IS STAMPED T1N-R1W-R1E-T1S,
 DV2125'S36-S31-S1-S6 1962.  THE MARK IS 18 FEET EAST OF FENCE AND 6 FEET
 DV2125'WEST OF A OUTCROPPING BEDROCK FORMATION WHICH PROJECTS ABOUT
 DV2125'2 FEET ABOVE THE GROUND.
 DV2125
 DV2125                          STATION RECOVERY (1986)
 DV2125
 DV2125'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV2125'RECOVERED IN GOOD CONDITION.
 DV2125
 DV2125                          STATION RECOVERY (2000)
 DV2125
 DV2125'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2125'RECOVERED AS DESCRIBED.
 DV2125'
 DV2125'TO REACH FROM THE INTERSECTION OF SOUTHERN AVENUE AND 115TH
 DV2125'AVENUE, PROCEED SOUTHERLY FOR 1.0 MILES TO A PAVED ROAD ON THE
 DV2125'LEFT ON THE EASTERN END OF PHOENIX INTERNATIONAL RACEWAY (PIR).
 DV2125'TURN LEFT AND FOLLOW THE PAVEMENT FOR 0.18 MILES TO THE END OF
 DV2125'THE ROAD, THE END OF VEHICULAR TRAVEL AND A WALKWAY TO THE
 DV2125'SOUTHERN SHORE OF THE GILA RIVER.  WALK TOWARD THE RIVER TURNING
 DV2125'RIGHT (EASTERLY) THROUGH THE GATE LOCATED APPROXIMATELY 30 METERS
 DV2125'FROM THE END OF VEHICULAR TRAVEL.  PROCEED EASTERLY ALONG THE
 DV2125'SOUTHERN SHORE OF THE GILA FOR APPROXIMATELY 0.4 KMS TO THE TRAILS
 DV2125'ON THE NORTHEAST SIDE OF THE HILL AND THE STATION.
 DV2125'
 DV2125'THE STATION WAS REBUILT IN 1984 BY THE CENTRAL CHAPTER OF THE
 DV2125'ARIZONA PROFFESIONAL LAND SURVEYORS.  THE STATION NOW CONSISTS OF
 DV2125'A LARGE CONCRETE CIRCLE APPROXIMATELY 4 FEET IN DIAMETER WITH ARMS
 DV2125'APPROXIMATELY 8 FEET IN LENGTH, ALIGNED TO NORTH, SOUTH ,EAST AND
 DV2125'WEST.  THE STATION DISK IS A STAINLESS STEEL DISK THAT APPEARS TO
 DV2125'HAVE THE SAME STAMPING AND CASTING AS A STANDARD DOI CADASTRAL
 DV2125'SURVEY MONUMENT, THE STAMPING AND CASTING HAS BEEN OBLITERATED
 DV2125'BY VANDALS. THIS STATION IS THE INITIAL POINT FOR THE GILA AND
 DV2125'SALT RIVER BASELINE AND MERIDIAN OF THE PUBLIC LAND SURVEY SYSTEM.
 DV2125
 DV2125                          STATION RECOVERY (2006)
 DV2125
 DV2125'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2125'BATTERED, BUT STILL READABLE.
 DV2125
 DV2125                          STATION RECOVERY (2008)
 DV2125
 DV2125'RECOVERY NOTE BY GEOCACHING 2008 (MDS)
 DV2125'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0909 ***********************************************************************
 DW0909  DESIGNATION -  T1S R19W SECS 3 4 CC
 DW0909  PID         -  DW0909
 DW0909  STATE/COUNTY-  AZ/YUMA
 DW0909  USGS QUAD   -  LIVINGSTON HILLS NW (1990)
 DW0909
 DW0909                         *CURRENT SURVEY CONTROL
 DW0909  ___________________________________________________________________
 DW0909* NAD 83(1992)-  33 22 38.40964(N)    114 13 02.57745(W)     ADJUSTED  
 DW0909* NAVD 88     -       416.3    (meters)    1366.     (feet)  VERTCON   
 DW0909  ___________________________________________________________________
 DW0909  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DW0909  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW0909  HORZ ORDER  -  SECOND
 DW0909
 DW0909.The horizontal coordinates were established by classical geodetic methods
 DW0909.and adjusted by the National Geodetic Survey in August 1993.
 DW0909
 DW0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0909
 DW0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0909
 DW0909.The geoid height was determined by GEOID03.
 DW0909
 DW0909;                    North         East     Units Scale Factor Converg.
 DW0909;SPC AZ W     -   263,703.245   169,871.170   MT  0.99995664   -0 15 25.7
 DW0909;SPC AZ W     -   865,168.13    557,320.11   iFT  0.99995664   -0 15 25.7
 DW0909;UTM  11      - 3,696,579.659   758,868.880   MT  1.00042628   +1 31 54.2
 DW0909
 DW0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0909!SPC AZ W     -   0.99993973  x   0.99995664  =   0.99989637
 DW0909!UTM  11      -   0.99993973  x   1.00042628  =   1.00036598
 DW0909
 DW0909                          SUPERSEDED SURVEY CONTROL
 DW0909
 DW0909  NAD 83(1986)-  33 22 38.40776(N)    114 13 02.58404(W) AD(       ) 2
 DW0909  NAD 27      -  33 22 38.29000(N)    114 12 59.78900(W) AD(       ) 2
 DW0909  NGVD 29 (07/19/86)  415.6    (m)         1364.     (f) VERT ANG    3  
 DW0909
 DW0909.Superseded values are not recommended for survey control.
 DW0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0909.See file dsdata.txt to determine how the superseded data were derived.
 DW0909
 DW0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5886996580(NAD 83)
 DW0909_MARKER: DD = SURVEY DISK
 DW0909_SETTING: 0 = UNSPECIFIED SETTING
 DW0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0909
 DW0909  HISTORY     - Date     Condition        Report By
 DW0909  HISTORY     - 1949     MONUMENTED       USGLO
 DW0909
 DW0909                          STATION DESCRIPTION
 DW0909
 DW0909'DESCRIBED BY US GENERAL LAND OFFICE 1949
 DW0909'A U.S. GENERAL LAND OFFICE MARK IS RIVETED TO THE TOP OF A
 DW0909'2 INCH IRON PIPE THAT PROJECTS 8 INCHES.  IT IS 39 PACES
 DW0909'WEST OF THE HIGHWAY AND ABOUT 5 FEET LOWER THAN THE STATION
 DW0909'MARK.  IT IS STAMPED, T1N R19W S33 S4C S3C T1S R19W 1947.
 DW0909'
 DW0909'TO REACH STATION KOFA SOUTH BASE FROM QUARTZSITE, GO SOUTH ON STATE
 DW0909'HWY 95, 19.75 MI. TO STA. KOFA SOUTH BASE ON RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2245 ***********************************************************************
 DV2245  DESIGNATION -  T1S R3E SEC 36 NW COR
 DV2245  PID         -  DV2245
 DV2245  STATE/COUNTY-  AZ/MARICOPA
 DV2245  USGS QUAD   -  LONE BUTTE (1973)
 DV2245
 DV2245                         *CURRENT SURVEY CONTROL
 DV2245  ___________________________________________________________________
 DV2245* NAD 83(2007)-  33 18 18.73660(N)    112 00 52.17471(W)     ADJUSTED  
 DV2245* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 DV2245  ___________________________________________________________________
 DV2245  EPOCH DATE  -        2007.00
 DV2245  X           -  -2,000,246.516 (meters)                     COMP
 DV2245  Y           -  -4,947,180.594 (meters)                     COMP
 DV2245  Z           -   3,482,487.173 (meters)                     COMP
 DV2245  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DV2245  ELLIP HEIGHT-         344.726 (meters)          (02/10/07) ADJUSTED
 DV2245  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV2245
 DV2245  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2245  Type    PID    Designation                      North   East  Ellip
 DV2245  -------------------------------------------------------------------
 DV2245  NETWORK DV2245 T1S R3E SEC 36 NW COR             2.39   1.84   6.13
 DV2245  -------------------------------------------------------------------
 DV2245
 DV2245.The horizontal coordinates were established by GPS observations
 DV2245.and adjusted by the National Geodetic Survey in February 2007.
 DV2245
 DV2245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2245.The horizontal coordinates are valid at the epoch date displayed above.
 DV2245.The epoch date for horizontal control is a decimal equivalence
 DV2245.of Year/Month/Day.
 DV2245
 DV2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2245
 DV2245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2245
 DV2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2245
 DV2245.The ellipsoidal height was determined by GPS observations
 DV2245.and is referenced to NAD 83.
 DV2245
 DV2245.The geoid height was determined by GEOID03.
 DV2245
 DV2245;                    North         East     Units Scale Factor Converg.
 DV2245;SPC AZ C     -   255,601.809   204,250.332   MT  0.99990102   -0 03 13.4
 DV2245;SPC AZ C     -   838,588.61    670,112.64   iFT  0.99990102   -0 03 13.4
 DV2245;UTM  12      - 3,685,581.930   405,555.951   MT  0.99970997   -0 33 25.6
 DV2245
 DV2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2245!SPC AZ C     -   0.99994588  x   0.99990102  =   0.99984691
 DV2245!UTM  12      -   0.99994588  x   0.99970997  =   0.99965587
 DV2245
 DV2245                          SUPERSEDED SURVEY CONTROL
 DV2245
 DV2245  ELLIP H (06/11/02)  344.762  (m)                       GP(       ) 4 2
 DV2245  NAD 83(1992)-  33 18 18.73497(N)    112 00 52.17432(W) AD(       ) 1
 DV2245  ELLIP H (08/23/93)  344.839  (m)                       GP(       ) 4 2
 DV2245  NAD 83(1986)-  33 18 18.72876(N)    112 00 52.17940(W) AD(       ) 1
 DV2245  NGVD 29 (09/11/89)  374.0    (m)         1227.     (f) GPS OBS     3  
 DV2245
 DV2245.Superseded values are not recommended for survey control.
 DV2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2245.See file dsdata.txt to determine how the superseded data were derived.
 DV2245
 DV2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0555685582(NAD 83)
 DV2245_MARKER: I = METAL ROD
 DV2245_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DV2245_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DV2245_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2245+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2245
 DV2245  HISTORY     - Date     Condition        Report By
 DV2245  HISTORY     - 1986     MONUMENTED       AZDT
 DV2245  HISTORY     - 20020823 GOOD             USPSQD
 DV2245  HISTORY     - 20051019 GOOD             USPSQD
 DV2245  HISTORY     - 20070814 MARK NOT FOUND   GEOCAC
 DV2245
 DV2245                          STATION DESCRIPTION
 DV2245
 DV2245'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2245'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) SOUTHWEST OF
 DV2245'GUADALUPE, ARIZONA.
 DV2245'
 DV2245'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HWY. 10
 DV2245'AND CHANDLER BLVD., GO WEST ON CHANDLER BLVD. FOR 4.05 KM (2.5 MI)
 DV2245'TO THE INTERSECTION OF CHANDLER BLVD. AND 32ND STREET AND THE
 DV2245'STATION ON THE RIGHT.
 DV2245'
 DV2245'THE STATION IS AN IRON ROD SET INTO AN IRREGULAR MASS OF CONCRETE
 DV2245'IN A HAND HOLE RECESSED 15 CM BELOW THE ROAD SURFACE.
 DV2245'LOCATED 10.9 METERS (36.0 FT) SOUTH FROM A MANHOLE,
 DV2245'35.35 METERS (116.0 FT) NORTH-NORTHWEST FROM A FIRE HYDRANT,
 DV2245'33.38 METERS (109.5 FT) NORTHWEST FROM A LIGHT POLE WITH STREET
 DV2245'SIGNS ATTACHED.
 DV2245
 DV2245                          STATION RECOVERY (2002)
 DV2245
 DV2245'RECOVERY NOTE BY US POWER SQUADRON 2002 (DA)
 DV2245'RECOVERED IN GOOD CONDITION.
 DV2245
 DV2245                          STATION RECOVERY (2005)
 DV2245
 DV2245'RECOVERY NOTE BY US POWER SQUADRON 2005 (DA)
 DV2245'RECOVERED IN GOOD CONDITION.
 DV2245
 DV2245                          STATION RECOVERY (2007)
 DV2245
 DV2245'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2245'ALTHOUGH THE CO-ORDINATES AND DESCRIPTION MATCH, THE MARK INSIDE THE
 DV2245'HANDWELL IS A CITY OF PHOENIX DISK (NOT AN IRON ROD), AND IT IS NOT
 DV2245'FIFTEEN CM BELOW THE PAVEMENT. THE OBSERVED MARK IS ABOUT TEN CM BELOW
 DV2245'THE PAVEMENT, SO THE DESCRIBED MARK MAY STILL BE IN PLACE JUST BELOW
 DV2245'THE VISIBLE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2164 ***********************************************************************
 DV2164  DESIGNATION -  T1S R6W SECS 11 12 13 14
 DV2164  PID         -  DV2164
 DV2164  STATE/COUNTY-  AZ/MARICOPA
 DV2164  USGS QUAD   -  ARLINGTON (1984)
 DV2164
 DV2164                         *CURRENT SURVEY CONTROL
 DV2164  ___________________________________________________________________
 DV2164* NAD 83(1992)-  33 20 54.16265(N)    112 49 59.06786(W)     ADJUSTED  
 DV2164* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 DV2164  ___________________________________________________________________
 DV2164  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DV2164  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV2164  HORZ ORDER  -  SECOND
 DV2164
 DV2164.The horizontal coordinates were established by classical geodetic methods
 DV2164.and adjusted by the National Geodetic Survey in August 1993.
 DV2164
 DV2164.The orthometric height was scaled from a topographic map.
 DV2164
 DV2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2164
 DV2164.The geoid height was determined by GEOID03.
 DV2164
 DV2164;                    North         East     Units Scale Factor Converg.
 DV2164;SPC AZ C     -   260,760.494   128,063.983   MT  0.99998967   -0 30 13.7
 DV2164;SPC AZ C     -   855,513.43    420,157.42   iFT  0.99998967   -0 30 13.7
 DV2164;UTM  12      - 3,691,409.597   329,426.353   MT  0.99995873   -1 00 28.6
 DV2164
 DV2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2164!SPC AZ C     -   0.99996144  x   0.99998967  =   0.99995111
 DV2164!UTM  12      -   0.99996144  x   0.99995873  =   0.99992018
 DV2164
 DV2164|---------------------------------------------------------------------|
 DV2164| PID    Reference Object                     Distance      Geod. Az  |
 DV2164|                                                           dddmmss.s |
 DV2164| CH4263 B WM NE                                            04456     |
 DV2164| CH4265 B WM SE                                            13450     |
 DV2164| CH4261 B RM 2                               21.631 METERS 21953     |
 DV2164| CH4266 B WM SW                                            22455     |
 DV2164| CH4262 B RM 3 AZIMUTH                                     2705308.4 |
 DV2164| CH4260 B RM 1                               23.671 METERS 31411     |
 DV2164| CH4264 B WM NW                                            31459     |
 DV2164|---------------------------------------------------------------------|
 DV2164
 DV2164                          SUPERSEDED SURVEY CONTROL
 DV2164
 DV2164  NAD 83(1986)-  33 20 54.15559(N)    112 49 59.07427(W) AD(       ) 2
 DV2164  NAD 27      -  33 20 54.00600(N)    112 49 56.44800(W) AD(       ) 2
 DV2164
 DV2164.Superseded values are not recommended for survey control.
 DV2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2164.See file dsdata.txt to determine how the superseded data were derived.
 DV2164
 DV2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2942691410(NAD 83)
 DV2164_MARKER: DD = SURVEY DISK
 DV2164_SETTING: 0 = UNSPECIFIED SETTING
 DV2164
 DV2164  HISTORY     - Date     Condition        Report By
 DV2164  HISTORY     - 1934     MONUMENTED       CGS
 DV2164  HISTORY     - 1955     GOOD             CGS
 DV2164  HISTORY     - 1966     GOOD             CGS
 DV2164  HISTORY     - 20001226 GOOD             NGS
 DV2164
 DV2164                          STATION DESCRIPTION
 DV2164
 DV2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2164'ON THE CORNER OF SECS. 11, 12, 13, AND 14, IN T. 1 S., R. 6 W.,
 DV2164'ABOUT 2-1/2 MILES, AIR LINE, NORTH OF ARLINGTON POST OFFICE.
 DV2164'STATION MARK IS A STANDARD GENERAL LAND OFFICE SECTION CORNER
 DV2164'MARKER, SET 8 INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE
 DV2164'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 23.671
 DV2164'METERS (77.66 FEET) FROM STATION N 45 DEG 49 MIN W.
 DV2164'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DV2164'IS 21.631 METERS (70.97 FEET) FROM STATION S 39 DEG 53 MIN W.
 DV2164'AZIMUTH MARK (REFERENCE MARK NO. 3), A
 DV2164'STANDARD BRONZE DISK IS ON A MALPAIS BUMP WEST OF THE ROAD
 DV2164'0.3 MILE FROM STATION N 89 DEG 53 MIN W.
 DV2164
 DV2164                          STATION RECOVERY (1955)
 DV2164
 DV2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DV2164'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 DV2164'
 DV2164'STATION CAN BE REACHED FROM ARLINGTON POSTOFFICE AND GENERAL
 DV2164'STORE AS FOLLOWS, GO 1.15 MI. SW ON HWY 80 TO CROSS ROAD, TURN
 DV2164'RIGHT (N) GO 2.9 MI. NW ON GRAVEL ROAD TO ROAD RIGHT ACCROSS
 DV2164'RAILROAD, CROSS RAILROAD, GO 0.2 MI. TO ROAD LEFT (W), TURN LEFT,
 DV2164'GO 1.0 MI. TO ROAD RIGHT (N), GO N. 0.5 MI. TO POWER CO. SUB.
 DV2164'STATION AND STATION IN ROAD INTERSECTION.
 DV2164
 DV2164                          STATION RECOVERY (1966)
 DV2164
 DV2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DV2164'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DV2164'FOUND IN GOOD CONDITION.  THE 1955 DESCRIPTION TO REACH THE
 DV2164'STATION IS COMPLETELY ADEQUATE.  SEE ORIGINAL DESCRIPT. FOR
 DV2164'MEASUREMENTS TO BOTH REFERENCE MARKS.  THIS STATION WAS OCCUPIED
 DV2164'BY ASTRO.  PARTY G-47.
 DV2164
 DV2164                          STATION RECOVERY (2000)
 DV2164
 DV2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV2164'A NEW TO REACH IS AS FOLLOWS.  TO REACH FROM THE INTERSECTION OF
 DV2164'WESTBOUND OFF RAMP OF INTERSTATE 10 AND 339TH AVENUE (EXIT 103),
 DV2164'SOUTH 5.3 MILES (8.5 KM) TO THE SALOME HIGHWAY.  TURN RIGHT
 DV2164'(NORTHWEST) AND PROCEED FOR 1.6 MILES (2.6 KM) TO 351ST AVENUE.
 DV2164'TURN LEFT (SOUTH) AND PROCEED 2.0 MILES (3.2 KM) TO DOBBINS ROAD.
 DV2164'TURN RIGHT (WEST) AND PROCEED FOR 0.4 MILES (0,6 KM) TO 355TH
 DV2164'AVENUE. TURN LEFT (SOUTH) AND PROCEED 1.6 MILES (2.6 KM) TO
 DV2164'ELLIOT ROAD.  TURN RIGHT (WEST) AND PROCEED 0.9 MILES (1.1 KM) TO
 DV2164'THE STATION.  THE INTERSECTION IS UNDER CONTRUCTION AT THIS TIME
 DV2164'THEREFORE AN ACCURATE DISTANCE FROM THE STATION TO THE
 DV2164'INTERSECTION CAN NOT BE DETERMINED.  THE STATION IS IN A HAND
 DV2164'HOLE, RECESSED 4 INCHES BELOW THE SURFACE.
 DV2164'
 DV2164'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 DV2164'THE STAMPING ON THE STATION MARK WAS UNREADABLE.
 DV2164'
 DV2164'REFERENCE MARK 2 WAS RECOVERED ON THIS DATE, BUT WILL BE
 DV2164'DESTROYED SOON.  REFERENCE MARK NO 1 MAY BE LOST IN FUTURE
 DV2164'CONSTRUCTION.  THE AZIMUTH WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2093 ***********************************************************************
 DU2093  DESIGNATION -  T1S R7 8E SECS 13 18 19 24
 DU2093  PID         -  DU2093
 DU2093  STATE/COUNTY-  AZ/PINAL
 DU2093  USGS QUAD   -  DESERT WELL (1981)
 DU2093
 DU2093                         *CURRENT SURVEY CONTROL
 DU2093  ___________________________________________________________________
 DU2093* NAD 83(1992)-  33 20 06.96256(N)    111 35 01.17084(W)     ADJUSTED  
 DU2093* NAVD 88     -       452.5    (meters)    1485.     (feet)  VERTCON   
 DU2093  ___________________________________________________________________
 DU2093  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 DU2093  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2093  HORZ ORDER  -  SECOND
 DU2093
 DU2093.The horizontal coordinates were established by classical geodetic methods
 DU2093.and adjusted by the National Geodetic Survey in August 1993.
 DU2093
 DU2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2093
 DU2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2093
 DU2093.The geoid height was determined by GEOID03.
 DU2093
 DU2093;                    North         East     Units Scale Factor Converg.
 DU2093;SPC AZ C     -   258,980.978   244,359.413   MT  0.99991184   +0 10 58.8
 DU2093;SPC AZ C     -   849,675.12    801,704.11   iFT  0.99991184   +0 10 58.8
 DU2093;UTM  12      - 3,688,607.753   445,683.818   MT  0.99963637   -0 19 14.7
 DU2093
 DU2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2093!SPC AZ C     -   0.99993359  x   0.99991184  =   0.99984544
 DU2093!UTM  12      -   0.99993359  x   0.99963637  =   0.99956998
 DU2093
 DU2093:                Primary Azimuth Mark                     Grid Az
 DU2093:SPC AZ C     -  VINE                                     031 51 20.6
 DU2093:UTM  12      -  VINE                                     032 21 34.1
 DU2093
 DU2093|---------------------------------------------------------------------|
 DU2093| PID    Reference Object                     Distance      Geod. Az  |
 DU2093|                                                           dddmmss.s |
 DU2093| DU2092 VINE                                APPROX. 4.0 KM 0320219.4 |
 DU2093| DU2094 T1S R7 8E SECS 13 18 19 24          117.441 METERS 35928     |
 DU2093|---------------------------------------------------------------------|
 DU2093
 DU2093                          SUPERSEDED SURVEY CONTROL
 DU2093
 DU2093  NAD 83(1986)-  33 20 06.95783(N)    111 35 01.17421(W) AD(       ) 2
 DU2093  NAD 27      -  33 20 06.77629(N)    111 34 58.69581(W) AD(       ) 2
 DU2093  NGVD 29 (07/19/86)  452.0    (m)         1483.     (f) VERT ANG    3  
 DU2093
 DU2093.Superseded values are not recommended for survey control.
 DU2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2093.See file dsdata.txt to determine how the superseded data were derived.
 DU2093
 DU2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4568488608(NAD 83)
 DU2093_MARKER: DD = SURVEY DISK
 DU2093_SETTING: 0 = UNSPECIFIED SETTING
 DU2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2093
 DU2093  HISTORY     - Date     Condition        Report By
 DU2093  HISTORY     - 1976     MONUMENTED       USGLO
 DU2093  HISTORY     - 20060913 MARK NOT FOUND   GEOCAC
 DU2093
 DU2093                          STATION DESCRIPTION
 DU2093
 DU2093'DESCRIBED BY US GENERAL LAND OFFICE 1976
 DU2093'THE STATION IS ABOUT 3.5 MILES SOUTH SOUTHWEST OF APACHE JUNCTION.
 DU2093'THE MARK IS A STANDARD GLO DISK STAMPED S18 S19 S13 S24 T1S, R7E,
 DU2093'R8E, AND IS ON THE MARICOPA, PINAL COUNTY LINE.
 DU2093'
 DU2093'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 DU2093
 DU2093                          STATION RECOVERY (2006)
 DU2093
 DU2093'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2093'THERE HAS BEEN ROAD CONSTRUCTION AT THE SITE. A HANDHOLE AND COVER
 DU2093'(MARKED SURVEY) WITH SURROUNDING CONCRETE WERE FOUND
 DU2093'BULLDOZED/DISPLACED ABOUT 16 FEET FROM THE LISTED CO-ORDINATES.
 DU2093'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2094 ***********************************************************************
 DU2094  DESIGNATION -  T1S R7 8E SECS 13 18 19 24
 DU2094  PID         -  DU2094
 DU2094  STATE/COUNTY-  AZ/PINAL
 DU2094  USGS QUAD   -  DESERT WELL (1981)
 DU2094
 DU2094                         *CURRENT SURVEY CONTROL
 DU2094  ___________________________________________________________________
 DU2094* NAD 83(1992)-  33 20 10.77436(N)    111 35 01.21263(W)     ADJUSTED  
 DU2094* NAVD 88     -       451.8    (meters)    1482.     (feet)  VERTCON   
 DU2094  ___________________________________________________________________
 DU2094  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 DU2094  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2094  HORZ ORDER  -  SECOND
 DU2094
 DU2094.The horizontal coordinates were established by classical geodetic methods
 DU2094.and adjusted by the National Geodetic Survey in August 1993.
 DU2094
 DU2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2094
 DU2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2094
 DU2094.The geoid height was determined by GEOID03.
 DU2094
 DU2094;                    North         East     Units Scale Factor Converg.
 DU2094;SPC AZ C     -   259,098.399   244,357.957   MT  0.99991184   +0 10 58.8
 DU2094;SPC AZ C     -   850,060.36    801,699.33   iFT  0.99991184   +0 10 58.8
 DU2094;UTM  12      - 3,688,725.150   445,683.395   MT  0.99963637   -0 19 14.8
 DU2094
 DU2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2094!SPC AZ C     -   0.99993370  x   0.99991184  =   0.99984555
 DU2094!UTM  12      -   0.99993370  x   0.99963637  =   0.99957009
 DU2094
 DU2094:                Primary Azimuth Mark                     Grid Az
 DU2094:SPC AZ C     -  VINE                                     032 47 17.7
 DU2094:UTM  12      -  VINE                                     033 17 31.3
 DU2094
 DU2094|---------------------------------------------------------------------|
 DU2094| PID    Reference Object                     Distance      Geod. Az  |
 DU2094|                                                           dddmmss.s |
 DU2094| DU2092 VINE                                APPROX. 3.9 KM 0325816.5 |
 DU2094| DU2093 T1S R7 8E SECS 13 18 19 24          117.441 METERS 17928     |
 DU2094|---------------------------------------------------------------------|
 DU2094
 DU2094                          SUPERSEDED SURVEY CONTROL
 DU2094
 DU2094  NAD 83(1986)-  33 20 10.76963(N)    111 35 01.21600(W) AD(       ) 2
 DU2094  NAD 27      -  33 20 10.58821(N)    111 34 58.73754(W) AD(       ) 2
 DU2094  NGVD 29 (07/19/86)  451.3    (m)         1481.     (f) VERT ANG    3  
 DU2094
 DU2094.Superseded values are not recommended for survey control.
 DU2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2094.See file dsdata.txt to determine how the superseded data were derived.
 DU2094
 DU2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4568388725(NAD 83)
 DU2094_MARKER: DD = SURVEY DISK
 DU2094_SETTING: 0 = UNSPECIFIED SETTING
 DU2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2094
 DU2094  HISTORY     - Date     Condition        Report By
 DU2094  HISTORY     - 1976     MONUMENTED       USGLO
 DU2094  HISTORY     - 20060913 POOR             GEOCAC
 DU2094
 DU2094                          STATION DESCRIPTION
 DU2094
 DU2094'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2094'THE STATION IS ABOUT 3.5 MILES SOUTH-SOUTHWEST OF APACHE
 DU2094'JUNCTION.  THE MARK IS A STANDARD GLO DISK STAMPED S18 S19C S13
 DU2094'S24C T1S, R7E, R8E 1914 AND IS ON THE MARICOPA, PINAL COUNTY LINE.
 DU2094'
 DU2094'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2094
 DU2094                          STATION RECOVERY (2006)
 DU2094
 DU2094'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2094'THE MARK HAS BEEN STRUCK BY PAVING MACHINERY AND IS NOW LEANING
 DU2094'SLIGHTLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2104 ***********************************************************************
 DU2104  DESIGNATION -  T1S R7E SEC 15 NW COR
 DU2104  PID         -  DU2104
 DU2104  STATE/COUNTY-  AZ/MARICOPA
 DU2104  USGS QUAD   -  HIGLEY (1981)
 DU2104
 DU2104                         *CURRENT SURVEY CONTROL
 DU2104  ___________________________________________________________________
 DU2104* NAD 83(1992)-  33 21 00.56502(N)    111 38 08.61188(W)     ADJUSTED  
 DU2104* NAVD 88     -       427.8    (meters)    1404.     (feet)  VERTCON   
 DU2104  ___________________________________________________________________
 DU2104  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 DU2104  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU2104  HORZ ORDER  -  SECOND
 DU2104
 DU2104.The horizontal coordinates were established by classical geodetic methods
 DU2104.and adjusted by the National Geodetic Survey in August 1993.
 DU2104
 DU2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2104
 DU2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2104
 DU2104.The geoid height was determined by GEOID03.
 DU2104
 DU2104;                    North         East     Units Scale Factor Converg.
 DU2104;SPC AZ C     -   260,617.961   239,508.081   MT  0.99990843   +0 09 16.0
 DU2104;SPC AZ C     -   855,045.80    785,787.67   iFT  0.99990843   +0 09 16.0
 DU2104;UTM  12      - 3,690,286.880   440,848.377   MT  0.99964314   -0 20 58.2
 DU2104
 DU2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2104!SPC AZ C     -   0.99993748  x   0.99990843  =   0.99984592
 DU2104!UTM  12      -   0.99993748  x   0.99964314  =   0.99958065
 DU2104
 DU2104|---------------------------------------------------------------------|
 DU2104| PID    Reference Object                     Distance      Geod. Az  |
 DU2104|                                                           dddmmss.s |
 DU2104| DU2106 JIMMY                               211.553 METERS 18218     |
 DU2104| DU2107 JIMMY RM 1                          198.774 METERS 18229     |
 DU2104|---------------------------------------------------------------------|
 DU2104
 DU2104                          SUPERSEDED SURVEY CONTROL
 DU2104
 DU2104  NAD 83(1986)-  33 21 00.55994(N)    111 38 08.61557(W) AD(       ) 2
 DU2104  NAD 27      -  33 21 00.38243(N)    111 38 06.13446(W) AD(       ) 2
 DU2104  NGVD 29 (07/19/86)  427.3    (m)         1402.     (f) VERT ANG    3  
 DU2104
 DU2104.Superseded values are not recommended for survey control.
 DU2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2104.See file dsdata.txt to determine how the superseded data were derived.
 DU2104
 DU2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4084890287(NAD 83)
 DU2104_MARKER: DD = SURVEY DISK
 DU2104_SETTING: 0 = UNSPECIFIED SETTING
 DU2104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2104
 DU2104  HISTORY     - Date     Condition        Report By
 DU2104  HISTORY     - 1976     MONUMENTED       USGLO
 DU2104  HISTORY     - 1979     GOOD             NGS
 DU2104  HISTORY     - 19950220 GOOD             USPSQD
 DU2104  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2104
 DU2104                          STATION DESCRIPTION
 DU2104
 DU2104'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2104'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF QUEEN CREEK AT
 DU2104'THE INTERSECTION OF ELLSWORTH RD AND ELLIOT RD. IN T1S, R7E.
 DU2104'
 DU2104'THE STATION IS A 3 INCH MARICOPA HWY. DEPARTMENT BRASS CAP WITH
 DU2104'A PUNCH MARK IN CENTER OF DISK.  THE DISK IS SET IN CONCRETE IN A
 DU2104'CAST IRON HANDHOLE 10 INCH BELOW THE SURFACE OF ROADWAY.
 DU2104'
 DU2104'TO REACH THE STATION FROM QUEEN CREEK, TRAVEL NORTH ON ELLSWORTH
 DU2104'RD. FOR 7 MILES TO THE INTERSECTION OF ELLIOT RD. AND THE STATION
 DU2104'IN A HANDHOLE AT THE INTERSECTION OF THE ROADWAYS.
 DU2104'
 DU2104'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2104
 DU2104                          STATION RECOVERY (1979)
 DU2104
 DU2104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2104'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DU2104'DESCRIBED.
 DU2104'
 DU2104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2104'3.5 MILES NORTHEAST OF WILLIAMS AIR FORCE BASE.
 DU2104
 DU2104                          STATION RECOVERY (1995)
 DU2104
 DU2104'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2104'RECOVERED IN GOOD CONDITION.
 DU2104
 DU2104                          STATION RECOVERY (2006)
 DU2104
 DU2104'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2104'THE ADJUSTED COORDINATES POINT INTO THE NEWLY WIDENED AND PAVED
 DU2104'INTERSECTION OF ELLSWORTH AND ELLIOT ROADS. NO HANDHOLE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1836 ***********************************************************************
 DV1836  DESIGNATION -  T2 3S R4 5W SECS 1 6 36 CC
 DV1836  PID         -  DV1836
 DV1836  STATE/COUNTY-  AZ/MARICOPA
 DV1836  USGS QUAD   -  COTTON CENTER NW (1973)
 DV1836
 DV1836                         *CURRENT SURVEY CONTROL
 DV1836  ___________________________________________________________________
 DV1836* NAD 83(1992)-  33 12 14.67517(N)    112 43 09.90860(W)     ADJUSTED  
 DV1836* NAVD 88     -       227.6    (meters)     747.     (feet)  VERTCON   
 DV1836  ___________________________________________________________________
 DV1836  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DV1836  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DV1836  HORZ ORDER  -  THIRD
 DV1836
 DV1836.The horizontal coordinates were established by classical geodetic methods
 DV1836.and adjusted by the National Geodetic Survey in August 1993.
 DV1836
 DV1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1836
 DV1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1836
 DV1836.The geoid height was determined by GEOID03.
 DV1836
 DV1836;                    North         East     Units Scale Factor Converg.
 DV1836;SPC AZ C     -   244,669.755   138,519.888   MT  0.99996904   -0 26 22.7
 DV1836;SPC AZ C     -   802,722.29    454,461.57   iFT  0.99996904   -0 26 22.7
 DV1836;UTM  12      - 3,675,228.335   339,740.124   MT  0.99991666   -0 56 30.5
 DV1836
 DV1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1836!SPC AZ C     -   0.99996914  x   0.99996904  =   0.99993818
 DV1836!UTM  12      -   0.99996914  x   0.99991666  =   0.99988581
 DV1836
 DV1836:                Primary Azimuth Mark                     Grid Az
 DV1836:SPC AZ C     -  GILLESPIE RESET                          299 07 56.5
 DV1836:UTM  12      -  GILLESPIE RESET                          299 38 04.3
 DV1836
 DV1836|---------------------------------------------------------------------|
 DV1836| PID    Reference Object                     Distance      Geod. Az  |
 DV1836|                                                           dddmmss.s |
 DV1836| DV2154 GILLESPIE RESET                     APPROX. 5.7 KM 2984133.8 |
 DV1836|---------------------------------------------------------------------|
 DV1836
 DV1836                          SUPERSEDED SURVEY CONTROL
 DV1836
 DV1836  NAD 83(1986)-  33 12 14.66801(N)    112 43 09.91418(W) AD(       ) 3
 DV1836  NGVD 29 (12/08/88)  227.0    (m)          745.     (f) VERT ANG    3  
 DV1836
 DV1836.Superseded values are not recommended for survey control.
 DV1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1836.See file dsdata.txt to determine how the superseded data were derived.
 DV1836
 DV1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3974075228(NAD 83)
 DV1836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV1836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1836_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DV1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1836+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV1836
 DV1836  HISTORY     - Date     Condition        Report By
 DV1836  HISTORY     - UNK      MONUMENTED
 DV1836  HISTORY     - 1973     GOOD             USGS
 DV1836  HISTORY     - 20060128 GOOD             USPSQD
 DV1836  HISTORY     - 20060129 GOOD             USPSQD
 DV1836  HISTORY     - 20070413 GOOD             GEOCAC
 DV1836
 DV1836                          STATION DESCRIPTION
 DV1836
 DV1836'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DV1836'LOCATED ABOUT 14.0 MI SW. OF BUCKEYE, ABOUT 4.3 MI W. OF U.S.
 DV1836'HWY. 80, ABOUT 3.3 MI SE. OF GILLESPIE DAM, ABOUT 200 FT W. OF
 DV1836'OLD U.S. HWY. 80, ABOUT 100 FT E. OF WATER WELL.
 DV1836'
 DV1836'NO TO REACH GIVEN.
 DV1836'
 DV1836'STATION MARK--2-INCH GLO PIPE AND CAP
 DV1836'STAMPED---T2S R5W S36 S1 S6 CC R5W R4W T3S 1958---, PROJECTING 0.5
 DV1836'FT.
 DV1836
 DV1836                          STATION RECOVERY (2006)
 DV1836
 DV1836'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1836'RECOVERED AS DESCRIBED.
 DV1836
 DV1836                          STATION RECOVERY (2006)
 DV1836
 DV1836'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1836'RECOVERED AS DESCRIBED.
 DV1836
 DV1836                          STATION RECOVERY (2007)
 DV1836
 DV1836'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0593 ***********************************************************************
 FQ0593  DESIGNATION -  T20N R12 12 1/2E SECS 1 3 CC
 FQ0593  PID         -  FQ0593
 FQ0593  STATE/COUNTY-  AZ/COCONINO
 FQ0593  USGS QUAD   -  CANYON DIABLO (1983)
 FQ0593
 FQ0593                         *CURRENT SURVEY CONTROL
 FQ0593  ___________________________________________________________________
 FQ0593* NAD 83(1992)-  35 09 23.76392(N)    111 04 00.13220(W)     ADJUSTED  
 FQ0593* NAVD 88     -      1621.     (meters)    5318.     (feet)  SCALED    
 FQ0593  ___________________________________________________________________
 FQ0593  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FQ0593  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 FQ0593  HORZ ORDER  -  SECOND
 FQ0593
 FQ0593.The horizontal coordinates were established by classical geodetic methods
 FQ0593.and adjusted by the National Geodetic Survey in August 1993.
 FQ0593
 FQ0593.The orthometric height was scaled from a topographic map.
 FQ0593
 FQ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0593
 FQ0593.The geoid height was determined by GEOID03.
 FQ0593
 FQ0593;                    North         East     Units Scale Factor Converg.
 FQ0593;SPC AZ C     -   461,276.865   290,796.696   MT  0.99997388   +0 29 22.0
 FQ0593;SPC AZ C     - 1,513,375.54    954,057.40   iFT  0.99997388   +0 29 22.0
 FQ0593;UTM  12      - 3,890,411.791   493,924.824   MT  0.99960045   -0 02 18.3
 FQ0593
 FQ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0593!SPC AZ C     -   0.99974942  x   0.99997388  =   0.99972331
 FQ0593!UTM  12      -   0.99974942  x   0.99960045  =   0.99934997
 FQ0593
 FQ0593                          SUPERSEDED SURVEY CONTROL
 FQ0593
 FQ0593  NAD 83(1986)-  35 09 23.75692(N)    111 04 00.13319(W) AD(       ) 2
 FQ0593  NAD 27      -  35 09 23.70600(N)    111 03 57.61900(W) AD(       ) 2
 FQ0593
 FQ0593.Superseded values are not recommended for survey control.
 FQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0593.See file dsdata.txt to determine how the superseded data were derived.
 FQ0593
 FQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9392590412(NAD 83)
 FQ0593_MARKER: P = PIPE CAP
 FQ0593_SETTING: 0 = UNSPECIFIED SETTING
 FQ0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0593
 FQ0593  HISTORY     - Date     Condition        Report By
 FQ0593  HISTORY     - 1936     MONUMENTED       USGLO
 FQ0593
 FQ0593                          STATION DESCRIPTION
 FQ0593
 FQ0593'DESCRIBED BY US GENERAL LAND OFFICE 1936
 FQ0593'THE STATION IS LOCATED IN THE PLAINS COUNTRY ON THE SOUTH
 FQ0593'BOUNDARY LINE OF THE NAVAJO INDIAN RESERVATION, 3 MILES NORTH
 FQ0593'OF U.S. HIGHWAY 66, 3 MILES EAST AND 0.5 MILE NORTH OF THE CANYON
 FQ0593'DIABLO RAILROAD STATION, 2.1 MILES DUE EAST OF THE INTERSECTION
 FQ0593'OF THE RAILROAD WITH BOUNDARY FENCE, 14.88 FEET DUE NORTH OF
 FQ0593'BOUNDARY FENCE AND GENERAL LAND OFFICE PIPE (TWP. CORNER),
 FQ0593'MARKED T20N R12E R12 1/2E S4 S3 1917.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0964 ***********************************************************************
 CG0964  DESIGNATION -  T20S R19E SECS 22 27 SIDB
 CG0964  PID         -  CG0964
 CG0964  STATE/COUNTY-  AZ/COCHISE
 CG0964  USGS QUAD   -  MUSTANG MOUNTAINS (1983)
 CG0964
 CG0964                         *CURRENT SURVEY CONTROL
 CG0964  ___________________________________________________________________
 CG0964* NAD 83(1992)-  31 40 20.32802(N)    110 23 13.28022(W)     ADJUSTED  
 CG0964* NAVD 88     -      1374.9    (meters)    4511.     (feet)  VERTCON   
 CG0964  ___________________________________________________________________
 CG0964  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CG0964  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CG0964  HORZ ORDER  -  SECOND
 CG0964
 CG0964.The horizontal coordinates were established by classical geodetic methods
 CG0964.and adjusted by the National Geodetic Survey in August 1993.
 CG0964
 CG0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0964
 CG0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0964
 CG0964.The geoid height was determined by GEOID03.
 CG0964
 CG0964;                    North         East     Units Scale Factor Converg.
 CG0964;SPC AZ E     -    74,556.562   192,466.259   MT  0.99990538   -0 06 56.5
 CG0964;SPC AZ E     -   244,608.14    631,450.98   iFT  0.99990538   -0 06 56.5
 CG0964;SPC AZ C     -    75,552.221   358,405.883   MT  1.00015940   +0 48 11.9
 CG0964;SPC AZ C     -   247,874.74  1,175,872.32   iFT  1.00015940   +0 48 11.9
 CG0964;UTM  12      - 3,504,278.237   558,104.493   MT  0.99964164   +0 19 18.7
 CG0964
 CG0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0964!SPC AZ E     -   0.99978855  x   0.99990538  =   0.99969395
 CG0964!SPC AZ C     -   0.99978855  x   1.00015940  =   0.99994792
 CG0964!UTM  12      -   0.99978855  x   0.99964164  =   0.99943027
 CG0964
 CG0964                          SUPERSEDED SURVEY CONTROL
 CG0964
 CG0964  NAD 83(1986)-  31 40 20.31796(N)    110 23 13.27317(W) AD(       ) 2
 CG0964  NAD 27      -  31 40 19.99900(N)    110 23 10.97200(W) AD(       ) 2
 CG0964  NGVD 29 (07/19/86) 1374.0    (m)         4508.     (f) VERT ANG    3  
 CG0964
 CG0964.Superseded values are not recommended for survey control.
 CG0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0964.See file dsdata.txt to determine how the superseded data were derived.
 CG0964
 CG0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5810404278(NAD 83)
 CG0964_MARKER: P = PIPE CAP
 CG0964_SETTING: 0 = UNSPECIFIED SETTING
 CG0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0964
 CG0964  HISTORY     - Date     Condition        Report By
 CG0964  HISTORY     - 1938     MONUMENTED       USGLO
 CG0964  HISTORY     - 1947     GOOD             CGS
 CG0964
 CG0964                          STATION DESCRIPTION
 CG0964
 CG0964'DESCRIBED BY US GENERAL LAND OFFICE 1938 (FGJ)
 CG0964'STATION IS A STANDARD G.L.O. PIPE PROJECTING ABOUT 1-1/2 FEET
 CG0964'ABOVE THE GROUND AND SURROUNDED WITH STONE.  IT MARKS THE CORNER.
 CG0964'IT IS ABOUT 11 MILES WSW OF FAIRBANK AND IS ON THE BOUNDARY LINE
 CG0964'OF THE SAN IGNACIO DEL BABOCOMARI GRANT.
 CG0964'
 CG0964'TO REACH FROM FAIRBANK, GO W ON STATE ROUTE NO. 82 10.0 MILES.
 CG0964'TURN LEFT, S ON THE FORT HUACHUCA ROAD, STATE ROUTE NO. 93, AND GO
 CG0964'0.6 MILE TO THE CATTLE GUARD IN THE GRANT FENCE LINE.  CROSS THE
 CG0964'CATTLE GUARD AND TURN RIGHT ON A TRACK ROAD ALONG THE S SIDE OF
 CG0964'THE FENCE.  GO 2.3 MILES TO THE STATION ON THE RIGHT IN THE FENCE
 CG0964'LINE.
 CG0964'
 CG0964'THE PIPE MARKS THE CORNERS OF SECTIONS 22 AND 27, T 20 S, R 19 E.
 CG0964'
 CG0964'INTERSECTED FROM BABOCOMARI, HUACHUCA, AND FOURR FROM LIGHT POSTED
 CG0964'THEREON.
 CG0964
 CG0964                          STATION RECOVERY (1947)
 CG0964
 CG0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AMS)
 CG0964'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 CG0964'THAT FORT HUACHUCA ROAD IS STATE ROUTE 92.
 CG0964'
 CG0964'THE CAP ON THE PIPE IS STAMPED SECS 22 27 T 20 S R 19 E S 1 D B.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0948 ***********************************************************************
 FR0948  DESIGNATION -  T21N R10W SECS 17 18 19 20
 FR0948  PID         -  FR0948
 FR0948  STATE/COUNTY-  AZ/MOHAVE
 FR0948  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0948
 FR0948                         *CURRENT SURVEY CONTROL
 FR0948  ___________________________________________________________________
 FR0948* NAD 83(1992)-  35 11 51.25374(N)    113 21 54.82641(W)     ADJUSTED  
 FR0948* NAVD 88     -      1539.92   (+/-2cm)    5052.2    (feet)  VERTCON   
 FR0948  ___________________________________________________________________
 FR0948  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 FR0948  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FR0948  HORZ ORDER  -  SECOND
 FR0948  VERT ORDER  -  THIRD ? (See Below)
 FR0948
 FR0948.The horizontal coordinates were established by classical geodetic methods
 FR0948.and adjusted by the National Geodetic Survey in August 1993.
 FR0948
 FR0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0948.The vertical order pertains to the NGVD 29 superseded value.
 FR0948
 FR0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0948
 FR0948.The geoid height was determined by GEOID03.
 FR0948
 FR0948;                    North         East     Units Scale Factor Converg.
 FR0948;SPC AZ W     -   465,574.296   248,398.106   MT  0.99994846   +0 13 18.4
 FR0948;SPC AZ W     - 1,527,474.72    814,954.42   iFT  0.99994846   +0 13 18.4
 FR0948;SPC AZ C     -   466,452.218    81,450.415   MT  1.00011438   -0 50 06.2
 FR0948;SPC AZ C     - 1,530,355.05    267,225.77   iFT  1.00011438   -0 50 06.2
 FR0948;UTM  12      - 3,897,515.929   284,668.258   MT  1.00017147   -1 21 49.8
 FR0948
 FR0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0948!SPC AZ W     -   0.99976253  x   0.99994846  =   0.99971100
 FR0948!SPC AZ C     -   0.99976253  x   1.00011438  =   0.99987688
 FR0948!UTM  12      -   0.99976253  x   1.00017147  =   0.99993395
 FR0948
 FR0948                          SUPERSEDED SURVEY CONTROL
 FR0948
 FR0948  NAD 83(1986)-  35 11 51.25365(N)    113 21 54.82972(W) AD(       ) 2
 FR0948  NAD 27      -  35 11 51.22680(N)    113 21 52.09010(W) AD(       ) 2
 FR0948  NGVD 29 (07/19/86) 1539.00   (m)         5049.2    (f) LEVELING    3  
 FR0948
 FR0948.Superseded values are not recommended for survey control.
 FR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0948.See file dsdata.txt to determine how the superseded data were derived.
 FR0948
 FR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8466897516(NAD 83)
 FR0948_MARKER: P = PIPE CAP
 FR0948_SETTING: 0 = UNSPECIFIED SETTING
 FR0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0948
 FR0948  HISTORY     - Date     Condition        Report By
 FR0948  HISTORY     - 1962     MONUMENTED       USGLO
 FR0948
 FR0948                          STATION DESCRIPTION
 FR0948
 FR0948'DESCRIBED BY US GENERAL LAND OFFICE 1962 (CAA)
 FR0948'THE STATION IS LOCATED ABOUT 28 MILES WEST OF SELIGMAN, ABOUT
 FR0948'2 MILES EAST OF MILLERS RANCH, ABOUT 1/4 MILE NORTH OF AN
 FR0948'ELECTRIC SUB STATION AND 300 FEET NORTH OF THE PIPELINE
 FR0948'RIGHT-OF-WAY.
 FR0948'
 FR0948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0948'AND STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO
 FR0948'EASTERLY ON STATE HIGHWAY 93 FOR 23 MILES TO MILE POST 95,
 FR0948'CONTINUE EAST ON STATE HIGHWAY 93 FOR 1.6 MILES TO FORKS,
 FR0948'TAKE LEFT FORK, LEAVING STATE HIGHWAY 93, AND GO EAST FOR
 FR0948'0.2 MILE TO CROSSROAD AND SIGN HACKBERRY, TURN LEFT, GO
 FR0948'NORTH ON BLADED ROAD FOR 5.4 MILES TO A SIDE ROAD RIGHT AND
 FR0948'SIGN SILVER SPRINGS SUBDIVISION, TURN RIGHT, GO EASTERLY ON
 FR0948'MAIN BLADED ROAD FOR 16.7 MILES TO MILLERS RANCH, TURN RIGHT,
 FR0948'GO SOUTH ON BLADED ROAD FOR 0.4 MILE TO A GATE, PASS THROUGH
 FR0948'GATE AND CONTINUE EASTERLY ON MAIN BLADED ROAD FOR 1.4
 FR0948'MILES TO ANOTHER GATE, PASS THROUGH GATE, TURN RIGHT AND
 FR0948'FOLLOW FENCE EASTERLY FOR 0.2 MILE TO STATION.
 FR0948'
 FR0948'GENERAL LAND OFFICE SURVEY MARK, A 1-1/2 INCH PIPE WITH A
 FR0948'CAP ON TOP, PROJECTS ABOUT 5 INCHES AND IS STAMPED T21N, R10W,
 FR0948'S17, S18, S19, S20 1916.  THE MARK IS 50 FEET NORTHEAST OF
 FR0948'WITNESS POST, 31.5 FEET NORTH OF FENCE CORNER AND 2 FEET
 FR0948'WEST OF FENCE.
 FR0948'
 FR0948'A TRAVERSE CONNECTION WAS MADE FROM STATION SUB TO GENERAL
 FR0948'LAND OFFICE SURVEY MARK.  THE DISTANCE IS 48.37 FEET OR
 FR0948'14.744 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0603 ***********************************************************************
 FQ0603  DESIGNATION -  T21N R11E SEC 32 SW COR NIR
 FQ0603  PID         -  FQ0603
 FQ0603  STATE/COUNTY-  AZ/COCONINO
 FQ0603  USGS QUAD   -  BABBITT WASH (1983)
 FQ0603
 FQ0603                         *CURRENT SURVEY CONTROL
 FQ0603  ___________________________________________________________________
 FQ0603* NAD 83(1992)-  35 09 23.85404(N)    111 14 34.58344(W)     ADJUSTED  
 FQ0603* NAVD 88     -      1754.9    (meters)    5758.     (feet)  VERTCON   
 FQ0603  ___________________________________________________________________
 FQ0603  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FQ0603  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0603  HORZ ORDER  -  SECOND
 FQ0603
 FQ0603.The horizontal coordinates were established by classical geodetic methods
 FQ0603.and adjusted by the National Geodetic Survey in August 1993.
 FQ0603
 FQ0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0603
 FQ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0603
 FQ0603.The geoid height was determined by GEOID03.
 FQ0603
 FQ0603;                    North         East     Units Scale Factor Converg.
 FQ0603;SPC AZ C     -   461,156.699   274,740.206   MT  0.99994642   +0 23 16.6
 FQ0603;SPC AZ C     - 1,512,981.30    901,378.63   iFT  0.99994642   +0 23 16.6
 FQ0603;UTM  12      - 3,890,439.542   477,873.640   MT  0.99960603   -0 08 23.6
 FQ0603
 FQ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0603!SPC AZ C     -   0.99972835  x   0.99994642  =   0.99967478
 FQ0603!UTM  12      -   0.99972835  x   0.99960603  =   0.99933448
 FQ0603
 FQ0603:                Primary Azimuth Mark                     Grid Az
 FQ0603:SPC AZ C     -  SWNIR AZ MK                              199 48 00.5
 FQ0603:UTM  12      -  SWNIR AZ MK                              200 19 40.7
 FQ0603
 FQ0603|---------------------------------------------------------------------|
 FQ0603| PID    Reference Object                     Distance      Geod. Az  |
 FQ0603|                                                           dddmmss.s |
 FQ0603| CH3460 SWNIR AZ MK                                        2001117.1 |
 FQ0603| FQ0605 PADRE                               APPROX. 6.8 KM 2672504.9 |
 FQ0603| CH3461 SWNIR RM 1                           20.356 METERS 26937     |
 FQ0603| FQ0602 SWNIR                                 1.703 METERS 27445     |
 FQ0603| CH3462 SWNIR RM 2                           14.701 METERS 35742     |
 FQ0603|---------------------------------------------------------------------|
 FQ0603
 FQ0603                          SUPERSEDED SURVEY CONTROL
 FQ0603
 FQ0603  NAD 83(1986)-  35 09 23.84798(N)    111 14 34.58454(W) AD(       ) 2
 FQ0603  NAD 27      -  35 09 23.79540(N)    111 14 32.05740(W) AD(       ) 2
 FQ0603  NGVD 29 (07/19/86) 1754.0    (m)         5755.     (f) VERT ANG    3  
 FQ0603
 FQ0603.Superseded values are not recommended for survey control.
 FQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0603.See file dsdata.txt to determine how the superseded data were derived.
 FQ0603
 FQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7787490440(NAD 83)
 FQ0603_MARKER: DD = SURVEY DISK
 FQ0603_SETTING: 0 = UNSPECIFIED SETTING
 FQ0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0603
 FQ0603  HISTORY     - Date     Condition        Report By
 FQ0603  HISTORY     - 1958     MONUMENTED       USGLO
 FQ0603
 FQ0603                          STATION DESCRIPTION
 FQ0603
 FQ0603'DESCRIBED BY US GENERAL LAND OFFICE 1958 (RCM)
 FQ0603'THE STATION IS LOCATED ABOUT 26 MILES EAST OF FLAGSTAFF, 2 MILES
 FQ0603'EAST OF THE TWIN ARROWS TRADING POST, 0.5 MILE NORTH OF U.S.
 FQ0603'HIGHWAY 66 AT THE SOUTHWEST CORNER OF THE NAVAJO INDIAN
 FQ0603'RESERVATION.
 FQ0603'
 FQ0603'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0603'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.7 MILES
 FQ0603'TO A POINT WHERE U.S. HIGHWAY 89 TURNS LEFT, CONTINUE EAST
 FQ0603'ON U.S. HIGHWAY 66 FOR 18.0 MILES TO THE TWIN ARROWS TRADING
 FQ0603'POST ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 2.3
 FQ0603'MILES TO A WIRE GATE ON THE LEFT, (REFERENCE MARK NO. 3 IS
 FQ0603'0.15 MILE EAST OF THIS GATE) TURN LEFT, PASS THROUGH THE GATE
 FQ0603'AND GO NORTHWEST ACROSS COUNTRY FOR 0.55 MILE TO A T-FENCE
 FQ0603'CORNER AT THE SOUTHWEST CORNER OF THE NAVAJO INDIAN
 FQ0603'RESERVATION AND THE STATION.
 FQ0603'
 FQ0603'THE STATION MARK, STAMPED T2IN R11E S32 SW COR NIR, IS A GENERAL
 FQ0603'LAND OFFICE DISK RIVETED TO THE TOP OF A 3-1/2 INCH IRON
 FQ0603'PIPE THAT PROJECTS 12 INCHES AND IS IN THE NORTHEAST ANGLE
 FQ0603'OF THE FENCE CORNER.
 FQ0603'
 FQ0603'REFERENCE MARK NO. 1, STAMPED SWNIR NO 1 1936, IS A STANDARD
 FQ0603'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 2
 FQ0603'INCHES.
 FQ0603'
 FQ0603'REFERENCE MARK NO. 2, STAMPED SWNIR NO 2 1936, IS A STANDARD
 FQ0603'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 FQ0603'
 FQ0603'REFERENCE MARK NO. 3, STAMPED SWNIR GLO 1936 NO 3 1958 IS A
 FQ0603'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FQ0603'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 145 FEET NORTH OF THE
 FQ0603'CENTER OF U.S. HIGHWAY 66, 7 FEET EAST OF A WITNESS POST AND
 FQ0603'3 FEET NORTH OF A FENCE.
 FQ0603'
 FQ0603'THIS STATION WAS USED FOR THE TELLUROMETER TRAVERSE.  A
 FQ0603'TRAVERSE CONNECTION WAS MADE TO R.M. NO. 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1044 ***********************************************************************
 FS1044  DESIGNATION -  T21N R16W SECS 5 6 7 8
 FS1044  PID         -  FS1044
 FS1044  STATE/COUNTY-  AZ/MOHAVE
 FS1044  USGS QUAD   -  KINGMAN (1980)
 FS1044
 FS1044                         *CURRENT SURVEY CONTROL
 FS1044  ___________________________________________________________________
 FS1044* NAD 83(1992)-  35 13 29.62079(N)    114 00 41.37224(W)     ADJUSTED  
 FS1044* NAVD 88     -      1044.     (meters)    3425.     (feet)  SCALED    
 FS1044  ___________________________________________________________________
 FS1044  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 FS1044  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS1044  HORZ ORDER  -  SECOND
 FS1044
 FS1044.The horizontal coordinates were established by classical geodetic methods
 FS1044.and adjusted by the National Geodetic Survey in August 1993.
 FS1044
 FS1044.The orthometric height was scaled from a topographic map.
 FS1044
 FS1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1044
 FS1044.The geoid height was determined by GEOID03.
 FS1044
 FS1044;                    North         East     Units Scale Factor Converg.
 FS1044;SPC AZ W     -   468,569.078   189,555.903   MT  0.99994031   -0 09 03.0
 FS1044;SPC AZ W     - 1,537,300.12    621,902.57   iFT  0.99994031   -0 09 03.0
 FS1044;UTM  11      - 3,902,077.208   771,999.639   MT  1.00051188   +1 43 29.2
 FS1044;UTM  12      - 3,902,140.464   225,907.768   MT  1.00052597   -1 44 17.1
 FS1044
 FS1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1044!SPC AZ W     -   0.99984062  x   0.99994031  =   0.99978094
 FS1044!UTM  11      -   0.99984062  x   1.00051188  =   1.00035242
 FS1044!UTM  12      -   0.99984062  x   1.00052597  =   1.00036651
 FS1044
 FS1044                          SUPERSEDED SURVEY CONTROL
 FS1044
 FS1044  NAD 83(1986)-  35 13 29.61767(N)    114 00 41.36959(W) AD(       ) 2
 FS1044  NAD 27      -  35 13 29.63020(N)    114 00 38.55160(W) AD(       ) 2
 FS1044
 FS1044.Superseded values are not recommended for survey control.
 FS1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1044.See file dsdata.txt to determine how the superseded data were derived.
 FS1044
 FS1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7200002077(NAD 83)
 FS1044
 FS1044  HISTORY     - Date     Condition        Report By
 FS1044  HISTORY     - 1948     MONUMENTED       CGS
 FS1044  HISTORY     - 20051020 MARK NOT FOUND   NGS
 FS1044
 FS1044                          STATION DESCRIPTION
 FS1044
 FS1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FS1044'THE STATION IS IN THE NORTHEAST CORNER OF THE KINGMAN AIRFIELD,
 FS1044'2/10 MILE NORTH OF THE AIRPORT BUILDINGS, 1/2 MILE NORTH OF
 FS1044'U.S. HIGHWAY NO. 66, AND ABOUT 2-1/2 MILES NORTHEAST OF KINGMAN.
 FS1044'
 FS1044'THE GENERAL LAND OFFICE MARK IS A THREE INCH BRONZE CAP ON
 FS1044'TOP OF A 2-1/2 INCH IRON PIPE, PROJECTING 12 INCHES ABOVE THE
 FS1044'SURFACE OF A SMALL DRAINAGE DITCH.  IT IS STAMPED T 21 N,
 FS1044'R 16 W, S 5,6,7,8.
 FS1044
 FS1044                          STATION RECOVERY (2005)
 FS1044
 FS1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS1044'STATION WAS LIKELY DESTROYED IN 4-LANING (NEW EAST BOUND LANES) OF
 FS1044'AIRWAY AVE.  POSSIBLY IT IS UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0956 ***********************************************************************
 FR0956  DESIGNATION -  T22N R13W SECS 15 16 1/4 COR
 FR0956  PID         -  FR0956
 FR0956  STATE/COUNTY-  AZ/MOHAVE
 FR0956  USGS QUAD   -  HACKBERRY (1977)
 FR0956
 FR0956                         *CURRENT SURVEY CONTROL
 FR0956  ___________________________________________________________________
 FR0956* NAD 83(1992)-  35 17 25.03756(N)    113 39 29.77693(W)     ADJUSTED  
 FR0956* NAVD 88     -      1208.     (meters)    3963.     (feet)  SCALED    
 FR0956  ___________________________________________________________________
 FR0956  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 FR0956  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FR0956  HORZ ORDER  -  SECOND
 FR0956
 FR0956.The horizontal coordinates were established by classical geodetic methods
 FR0956.and adjusted by the National Geodetic Survey in August 1993.
 FR0956
 FR0956.The orthometric height was scaled from a topographic map.
 FR0956
 FR0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0956
 FR0956.The geoid height was determined by GEOID03.
 FR0956
 FR0956;                    North         East     Units Scale Factor Converg.
 FR0956;SPC AZ W     -   475,796.228   221,703.503   MT  0.99993419   +0 03 10.8
 FR0956;SPC AZ W     - 1,561,011.25    727,373.70   iFT  0.99993419   +0 03 10.8
 FR0956;UTM  12      - 3,908,476.831   258,259.052   MT  1.00032025   -1 32 11.3
 FR0956
 FR0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0956!SPC AZ W     -   0.99981473  x   0.99993419  =   0.99974893
 FR0956!UTM  12      -   0.99981473  x   1.00032025  =   1.00013492
 FR0956
 FR0956                          SUPERSEDED SURVEY CONTROL
 FR0956
 FR0956  NAD 83(1986)-  35 17 25.03391(N)    113 39 29.77797(W) AD(       ) 2
 FR0956  NAD 27      -  35 17 25.04500(N)    113 39 26.99600(W) AD(       ) 2
 FR0956
 FR0956.Superseded values are not recommended for survey control.
 FR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0956.See file dsdata.txt to determine how the superseded data were derived.
 FR0956
 FR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5825908477(NAD 83)
 FR0956_MARKER: P = PIPE CAP
 FR0956_SETTING: 0 = UNSPECIFIED SETTING
 FR0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0956
 FR0956  HISTORY     - Date     Condition        Report By
 FR0956  HISTORY     - 1944     MONUMENTED       CGS
 FR0956
 FR0956                          STATION DESCRIPTION
 FR0956
 FR0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0956'THE G.L.O. CORNER IS LOCATED NEAR THE BASE OF A SMALL RIDGE
 FR0956'W OF THE HACKBERRY-WIKIEUP ROAD.  ABOUT 7 MILES (AIR LINE)
 FR0956'SE OF HACKBERRY, AND ABOUT 21 MILES SW OF PEACH SPRINGS.
 FR0956'
 FR0956'STATION MARK IS A STANDARD G.L.O. BRASS-CAPPED 1-INCH PIPE
 FR0956'PROJECTING 1.8 FEET ABOVE THE GROUND AND IS STAMPED S16-1/4
 FR0956'S15 1911.  IT IS 20 FEET W OF THE CENTER LINE OF GRADED ROAD
 FR0956'AND SURROUNDED BY A SMALL ROCK CAIRN.  IT IS ENE OF TRIANGULATION
 FR0956'STATION BERRY, ABOUT 15 FEET LOWER, AND 146.153 FEET DISTANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0564 ***********************************************************************
 FQ0564  DESIGNATION -  T22N R4E SECS 10 11 14 15 WC
 FQ0564  PID         -  FQ0564
 FQ0564  STATE/COUNTY-  AZ/COCONINO
 FQ0564  USGS QUAD   -  PARKS (1974)
 FQ0564
 FQ0564                         *CURRENT SURVEY CONTROL
 FQ0564  ___________________________________________________________________
 FQ0564* NAD 83(1992)-  35 17 35.55300(N)    111 56 48.93581(W)     ADJUSTED  
 FQ0564* NAVD 88     -      2215.74   (+/-2cm)    7269.5    (feet)  VERTCON   
 FQ0564  ___________________________________________________________________
 FQ0564  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FQ0564  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 FQ0564  HORZ ORDER  -  THIRD
 FQ0564  VERT ORDER  -  THIRD ? (See Below)
 FQ0564
 FQ0564.The horizontal coordinates were established by classical geodetic methods
 FQ0564.and adjusted by the National Geodetic Survey in August 1993.
 FQ0564
 FQ0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0564.The vertical order pertains to the NGVD 29 superseded value.
 FQ0564
 FQ0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0564
 FQ0564.The geoid height was determined by GEOID03.
 FQ0564
 FQ0564;                    North         East     Units Scale Factor Converg.
 FQ0564;SPC AZ C     -   476,100.965   210,607.790   MT  0.99990009   -0 01 02.9
 FQ0564;SPC AZ C     - 1,562,011.04    690,970.44   iFT  0.99990009   -0 01 02.9
 FQ0564;UTM  12      - 3,905,970.728   413,899.431   MT  0.99969136   -0 32 49.7
 FQ0564
 FQ0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0564!SPC AZ C     -   0.99965597  x   0.99990009  =   0.99955609
 FQ0564!UTM  12      -   0.99965597  x   0.99969136  =   0.99934743
 FQ0564
 FQ0564:                Primary Azimuth Mark                     Grid Az
 FQ0564:SPC AZ C     -  GRAY                                     300 32 48.1
 FQ0564:UTM  12      -  GRAY                                     301 04 34.9
 FQ0564
 FQ0564|---------------------------------------------------------------------|
 FQ0564| PID    Reference Object                     Distance      Geod. Az  |
 FQ0564|                                                           dddmmss.s |
 FQ0564| FQ0685 GRAY                                APPROX. 1.3 KM 3003145.2 |
 FQ0564|---------------------------------------------------------------------|
 FQ0564
 FQ0564                          SUPERSEDED SURVEY CONTROL
 FQ0564
 FQ0564  NAD 83(1986)-  35 17 35.55069(N)    111 56 48.93301(W) AD(       ) 3
 FQ0564  NGVD 29 (05/08/89) 2214.67   (m)         7266.0    (f) LEVELING    3  
 FQ0564
 FQ0564.Superseded values are not recommended for survey control.
 FQ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0564.See file dsdata.txt to determine how the superseded data were derived.
 FQ0564
 FQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1389905971(NAD 83)
 FQ0564_MARKER: DD = SURVEY DISK
 FQ0564_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0564_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0564
 FQ0564  HISTORY     - Date     Condition        Report By
 FQ0564  HISTORY     - 1965     MONUMENTED       USGS
 FQ0564
 FQ0564                          STATION DESCRIPTION
 FQ0564
 FQ0564'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0564'LOCATED ABOUT 18.2 MI NW. OF FLAGSTAFF, 4.4 MI SE. OF SITGREAVES
 FQ0564'PEAK, 2.6 MI N. OF PARKS.
 FQ0564'
 FQ0564'TO REACH FROM PARKS POST OFFICE AND STORE, GO 2.4 MI N. ALONG
 FQ0564'GRAVEL RD. TO JCT. OF RD. AND GAS LINE.  50 FT. N. AND 27 FT. E.
 FQ0564'OF JCT.
 FQ0564'
 FQ0564'STATION MARK--GENERAL LAND OFFICE DISK
 FQ0564'STAMPED---T22N R4E S10 S11 S14 S15 WC 1940---, SET IN IRON PIPE
 FQ0564'PROJECTING 2.3 FT. ABOVE GROUND.
 FQ0564'
 FQ0564'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0251 ***********************************************************************
 FR0251  DESIGNATION -  T22N R6W SEC 12 1/4 COR EAST
 FR0251  PID         -  FR0251
 FR0251  STATE/COUNTY-  AZ/YAVAPAI
 FR0251  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0251
 FR0251                         *CURRENT SURVEY CONTROL
 FR0251  ___________________________________________________________________
 FR0251* NAD 83(1986)-  35 18 10.     (N)    112 52 05.     (W)     SCALED    
 FR0251* NAVD 88     -      1588.73   (+/-2cm)    5212.4    (feet)  VERTCON   
 FR0251  ___________________________________________________________________
 FR0251  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 FR0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0251
 FR0251.The horizontal coordinates were scaled from a topographic map and have
 FR0251.an estimated accuracy of +/- 6 seconds.
 FR0251
 FR0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0251.The vertical order pertains to the NGVD 29 superseded value.
 FR0251
 FR0251.The geoid height was determined by GEOID03.
 FR0251
 FR0251;                    North         East    Units  Estimated Accuracy
 FR0251;SPC AZ C     -   477,580.      126,840.      MT  (+/- 180 meters Scaled)
 FR0251
 FR0251                          SUPERSEDED SURVEY CONTROL
 FR0251
 FR0251  NGVD 29 (??/??/92) 1587.85   (m)         5209.5    (f) COMPUTED    2 0
 FR0251
 FR0251.Superseded values are not recommended for survey control.
 FR0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0251.See file dsdata.txt to determine how the superseded data were derived.
 FR0251
 FR0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE301082(NAD 83)
 FR0251_MARKER: P = PIPE CAP
 FR0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0251_STAMPING: 1912
 FR0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0251
 FR0251  HISTORY     - Date     Condition        Report By
 FR0251  HISTORY     - 1912     MONUMENTED       USGLO
 FR0251  HISTORY     - 1935     GOOD             NGS
 FR0251  HISTORY     - 1955     GOOD             NGS
 FR0251
 FR0251                          STATION DESCRIPTION
 FR0251
 FR0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0251'0.9 MI E FROM SELIGMAN.
 FR0251'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0251'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 1.5
 FR0251'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.5 MILE
 FR0251'SOUTH OF AN OLD CONCRETE FLOOR, ABOUT 0.4 MILE NORTH OF A CATTLE
 FR0251'GUARD, AT THE EAST SIDE OF 1/4 SECTION CORNER 7, 38 FEET WEST OF THE
 FR0251'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A UNITED
 FR0251'STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED 1912 AND RIVETED ON
 FR0251'THE TOP OF A 1-INCH PIPE PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FR0251
 FR0251                          STATION RECOVERY (1955)
 FR0251
 FR0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0457 ***********************************************************************
 FR0457  DESIGNATION -  T22N R9 8W SECS 25 30 31 36
 FR0457  PID         -  FR0457
 FR0457  STATE/COUNTY-  AZ/YAVAPAI
 FR0457  USGS QUAD   -  SUGARLOAF PEAK (1981)
 FR0457
 FR0457                         *CURRENT SURVEY CONTROL
 FR0457  ___________________________________________________________________
 FR0457* NAD 83(1992)-  35 15 19.77620(N)    113 10 10.27662(W)     ADJUSTED  
 FR0457* NAVD 88     -      1619.200  (meters)    5312.33   (feet)  POSTED    
 FR0457  ___________________________________________________________________
 FR0457  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FR0457  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FR0457  DYNAMIC HT  -        1617.070 (meters)    5305.34  (feet)  COMP
 FR0457  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 FR0457
 FR0457  HORZ ORDER  -  SECOND
 FR0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0457
 FR0457.The horizontal coordinates were established by classical geodetic methods
 FR0457.and adjusted by the National Geodetic Survey in August 1993.
 FR0457
 FR0457.The orthometric height was determined by differential leveling
 FR0457.and adjusted by the  in 1992.
 FR0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0457.rate of 0.0 thru 1.0 mm/km.
 FR0457
 FR0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0457
 FR0457.The geoid height was determined by GEOID03.
 FR0457
 FR0457.The dynamic height is computed by dividing the NAVD 88
 FR0457.geopotential number by the normal gravity value computed on the
 FR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0457.degrees latitude (g = 980.6199 gals.).
 FR0457
 FR0457.The modeled gravity was interpolated from observed gravity values.
 FR0457
 FR0457;                    North         East     Units Scale Factor Converg.
 FR0457;SPC AZ C     -   472,636.112    99,354.177   MT  1.00006013   -0 43 23.7
 FR0457;SPC AZ C     - 1,550,643.41    325,965.15   iFT  1.00006013   -0 43 23.7
 FR0457;UTM  12      - 3,903,534.457   302,629.054   MT  1.00008010   -1 15 09.7
 FR0457
 FR0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0457!SPC AZ C     -   0.99974999  x   1.00006013  =   0.99981011
 FR0457!UTM  12      -   0.99974999  x   1.00008010  =   0.99983007
 FR0457
 FR0457                          SUPERSEDED SURVEY CONTROL
 FR0457
 FR0457  NAD 83(1986)-  35 15 19.77622(N)    113 10 10.27758(W) AD(       ) 2
 FR0457  NAD 27      -  35 15 19.75470(N)    113 10 07.57300(W) AD(       ) 2
 FR0457  NGVD 29 (??/??/92) 1618.305  (m)         5309.39   (f) ADJ UNCH    2 0
 FR0457
 FR0457.Superseded values are not recommended for survey control.
 FR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0457.See file dsdata.txt to determine how the superseded data were derived.
 FR0457
 FR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE0262903534(NAD 83)
 FR0457_MARKER: P = PIPE CAP
 FR0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0457_STAMPING: T 22 N R9 R8 S25 S30 S36 S31 1910
 FR0457_MARK LOGO: USGS  
 FR0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0457
 FR0457  HISTORY     - Date     Condition        Report By
 FR0457  HISTORY     - 1910     MONUMENTED       USGLO
 FR0457  HISTORY     - 1962     GOOD             NGS
 FR0457  HISTORY     - 1962     GOOD             USGLO
 FR0457
 FR0457                          STATION DESCRIPTION
 FR0457
 FR0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0457'19.1 MI W FROM SELIGMAN.
 FR0457'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0457'STATION AT SELIGMAN, THENCE ABOUT 16.1 MILES WEST ALONG A GRAVEL ROAD
 FR0457'TO A NORTH-SOUTH FENCE LINE AND CATTLE GUARD, 34 FEET SOUTHEAST OF
 FR0457'SOUTH END OF CATTLE GUARD, 24.2 FEET EAST NORTHEAST OF TRAVERSE
 FR0457'STATION FLAT, 25.5 FEET EAST OF A FENCE 25.5 FEET EAST OF A METAL
 FR0457'WITNESS POST, A METAL CAP FASTENED TO THE TOP OF A 3 INCH METAL PIPE
 FR0457'PROJECTING 1 FOOT.
 FR0457
 FR0457                          STATION RECOVERY (1962)
 FR0457
 FR0457'RECOVERY NOTE BY US GENERAL LAND OFFICE 1962 (CAA)
 FR0457'THE STATION IS LOCATED ABOUT 19 MILES WEST OF SELIGMAN, ABOUT
 FR0457'7 MILES EAST OF THE MOHAVE-YAVAPAI COUNTY LINE AND IS ON A LOW
 FR0457'FLAT PASTURE LAND JUST SOUTHEAST OF A CATTLE GUARD.
 FR0457'
 FR0457'TO REACH THE STATION FROM THE POST OFFICE IN SELIGMAN, GO
 FR0457'SOUTH FOR 0.05 MILE, TURN RIGHT, GO NORTHWEST ON U.S. HIGHWAY
 FR0457'66 FOR 2.95 MILES TO A SIDE ROAD LEFT, TURN LEFT, CROSS
 FR0457'RAILROAD TRACKS AND GO WESTERLY ON THE MAIN GRADED ROAD FOR
 FR0457'10.6 MILES TO FORKS AND A SIGN DOBSON LIVESTOCK CO., FORT ROCK
 FR0457'RANCH, TAKE RIGHT FORK AND CONTINUE WESTERLY ON THE MAIN
 FR0457'GRADED ROAD FOR 6.8 MILES TO A CATTLE GUARD AND THE STATION
 FR0457'ON THE LEFT.
 FR0457'
 FR0457'STATION IS MARKED BY A GENERAL LAND OFFICE MARK WHICH
 FR0457'PROJECTS ABOUT 18 INCHES, IS A 2 INCH PIPE WITH A BRONZE CAP
 FR0457'ON TOP AND IS STAMPED T22N, R9, R8, S25, S30, S36, S31 1910.
 FR0457'THE MARK IS 39 FEET SOUTHEAST OF CENTER OF CATTLE GUARD, 35 FEET
 FR0457'SOUTH OF CENTER OF DIRT ROAD AND 26.1 FEET EAST OF FENCE AND
 FR0457'WITNESS POST.
 FR0457'
 FR0457'A TRAVERSE CONNECTION WAS MADE TO STATION FLAT AND THE
 FR0457'DISTANCE IS 24.23 FEET OR 7.384 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0320 ***********************************************************************
 CF0320  DESIGNATION -  T22S R32E SEC 14 1/4 COR AZ NM
 CF0320  PID         -  CF0320
 CF0320  STATE/COUNTY-  AZ/COCHISE
 CF0320  USGS QUAD   -  SKELETON CANYON (1987)
 CF0320
 CF0320                         *CURRENT SURVEY CONTROL
 CF0320  ___________________________________________________________________
 CF0320* NAD 83(1992)-  31 30 58.82846(N)    109 03 00.03915(W)     ADJUSTED  
 CF0320* NAVD 88     -      1939.     (meters)    6362.     (feet)  SCALED    
 CF0320  ___________________________________________________________________
 CF0320  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CF0320  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CF0320  HORZ ORDER  -  SECOND
 CF0320
 CF0320.The horizontal coordinates were established by classical geodetic methods
 CF0320.and adjusted by the National Geodetic Survey in August 1993.
 CF0320
 CF0320.The orthometric height was scaled from a topographic map.
 CF0320
 CF0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0320
 CF0320.The geoid height was determined by GEOID03.
 CF0320
 CF0320;                    North         East     Units Scale Factor Converg.
 CF0320;SPC AZ E     -    57,783.350   319,418.899   MT  1.00003869   +0 35 01.6
 CF0320;SPC AZ E     -   189,577.92  1,047,962.27   iFT  1.00003869   +0 35 01.6
 CF0320;SPC NM W     -    57,885.455   714,438.578   MT  1.00008132   -0 38 09.9
 CF0320;SPC NM W     -   189,912.53  2,343,953.90   sFT  1.00008132   -0 38 09.9
 CF0320;UTM  12      - 3,488,475.312   685,163.512   MT  1.00002289   +1 01 10.7
 CF0320
 CF0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0320!SPC AZ E     -   0.99969975  x   1.00003869  =   0.99973843
 CF0320!SPC NM W     -   0.99969975  x   1.00008132  =   0.99978105
 CF0320!UTM  12      -   0.99969975  x   1.00002289  =   0.99972264
 CF0320
 CF0320                          SUPERSEDED SURVEY CONTROL
 CF0320
 CF0320  NAD 83(1986)-  31 30 58.82866(N)    109 03 00.02453(W) AD(       ) 2
 CF0320  NAD 27      -  31 30 58.46600(N)    109 02 57.82400(W) AD(       ) 2
 CF0320
 CF0320.Superseded values are not recommended for survey control.
 CF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0320.See file dsdata.txt to determine how the superseded data were derived.
 CF0320
 CF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV8516488475(NAD 83)
 CF0320_MARKER: DD = SURVEY DISK
 CF0320_SETTING: 0 = UNSPECIFIED SETTING
 CF0320
 CF0320  HISTORY     - Date     Condition        Report By
 CF0320  HISTORY     - 1938     MONUMENTED       USGLO
 CF0320
 CF0320                          STATION DESCRIPTION
 CF0320
 CF0320'DESCRIBED BY US GENERAL LAND OFFICE 1938
 CF0320'THE G.L.O. DISK STAMPED 1/4 S 14 NEW MEXICO IS SOUTHEAST OF STATION
 CF0320'GERONIMO AND ABOUT 50 FEET LOWER IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0710 ***********************************************************************
 CG0710  DESIGNATION -  T22S R7E SECS 9 10 1/4 COR
 CG0710  PID         -  CG0710
 CG0710  STATE/COUNTY-  AZ/PIMA
 CG0710  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0710
 CG0710                         *CURRENT SURVEY CONTROL
 CG0710  ___________________________________________________________________
 CG0710* NAD 83(1986)-  31 31 42.     (N)    111 37 23.     (W)     SCALED    
 CG0710* NAVD 88     -      1007.48   (+/-2cm)    3305.4    (feet)  VERTCON   
 CG0710  ___________________________________________________________________
 CG0710  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CG0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0710
 CG0710.The horizontal coordinates were scaled from a topographic map and have
 CG0710.an estimated accuracy of +/- 6 seconds.
 CG0710
 CG0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0710.The vertical order pertains to the NGVD 29 superseded value.
 CG0710
 CG0710.The geoid height was determined by GEOID03.
 CG0710
 CG0710;                    North         East    Units  Estimated Accuracy
 CG0710;SPC AZ C     -    58,610.      241,240.      MT  (+/- 180 meters Scaled)
 CG0710
 CG0710                          SUPERSEDED SURVEY CONTROL
 CG0710
 CG0710  NGVD 29 (??/??/92) 1006.684  (m)         3302.76   (f) ADJ UNCH    2 0
 CG0710
 CG0710.Superseded values are not recommended for survey control.
 CG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0710.See file dsdata.txt to determine how the superseded data were derived.
 CG0710
 CG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV408883(NAD 83)
 CG0710_MARKER: P = PIPE CAP
 CG0710_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CG0710_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CG0710_STAMPING: S 9 S 10 1/4 SEC
 CG0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0710
 CG0710  HISTORY     - Date     Condition        Report By
 CG0710  HISTORY     - UNK      MONUMENTED       USGLO
 CG0710  HISTORY     - 1952     GOOD             NGS
 CG0710  HISTORY     - 1977     GOOD             USGS
 CG0710
 CG0710                          STATION DESCRIPTION
 CG0710
 CG0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0710'16.5 MI SE FROM SAN MIGUEL.
 CG0710'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0710'MIGUEL, THENCE 10.2 MILES SOUTH ALONG BABOQUIVARI FOOT HILLS ROAD TO
 CG0710'THE MEXICAN BORDER, THENCE 2.0 MILES NORTHEAST ALONG A TRACK ROAD,
 CG0710'38.7 FEET NORTHEAST OF A CHISELED SQUARE 3291.5 (USGS), A BRONZE CAP
 CG0710'RIVETED TO THE TOP OF AN IRON PIPE, PROJECTING 2.0 FEET ABOVE THE
 CG0710'GROUND.
 CG0710
 CG0710                          STATION RECOVERY (1977)
 CG0710
 CG0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0710'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0710'THENCE 9.5 MI S. ALONG DIRT RD. TO BUENOS AIRES, THENCE 3.0 MI NE.
 CG0710'ALONG DIRT RD. 38.7 FT NE. OF CHISELED SQUARE 3291.5 (USGLO). BRONZE
 CG0710'CAP RIVETED TO TOP OF IRON PIPE PROJECTING 2.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0565 ***********************************************************************
 FQ0565  DESIGNATION -  T23 24N R4E SECS 4 33 34
 FQ0565  PID         -  FQ0565
 FQ0565  STATE/COUNTY-  AZ/COCONINO
 FQ0565  USGS QUAD   -  MORITZ RIDGE (1966)
 FQ0565
 FQ0565                         *CURRENT SURVEY CONTROL
 FQ0565  ___________________________________________________________________
 FQ0565* NAD 83(1992)-  35 24 37.34971(N)    111 57 52.82914(W)     ADJUSTED  
 FQ0565* NAVD 88     -      2164.18   (+/-2cm)    7100.3    (feet)  VERTCON   
 FQ0565  ___________________________________________________________________
 FQ0565  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 FQ0565  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FQ0565  HORZ ORDER  -  THIRD
 FQ0565  VERT ORDER  -  THIRD ? (See Below)
 FQ0565
 FQ0565.The horizontal coordinates were established by classical geodetic methods
 FQ0565.and adjusted by the National Geodetic Survey in August 1993.
 FQ0565
 FQ0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0565.The vertical order pertains to the NGVD 29 superseded value.
 FQ0565
 FQ0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0565
 FQ0565.The geoid height was determined by GEOID03.
 FQ0565
 FQ0565;                    North         East     Units Scale Factor Converg.
 FQ0565;SPC AZ C     -   489,099.496   208,999.858   MT  0.99990023   -0 01 40.1
 FQ0565;SPC AZ C     - 1,604,657.14    685,695.07   iFT  0.99990023   -0 01 40.1
 FQ0565;UTM  12      - 3,918,980.891   412,412.207   MT  0.99969454   -0 33 32.4
 FQ0565
 FQ0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0565!SPC AZ C     -   0.99966404  x   0.99990023  =   0.99956431
 FQ0565!UTM  12      -   0.99966404  x   0.99969454  =   0.99935868
 FQ0565
 FQ0565:                Primary Azimuth Mark                     Grid Az
 FQ0565:SPC AZ C     -  SQUAW                                    288 31 05.5
 FQ0565:UTM  12      -  SQUAW                                    289 02 57.8
 FQ0565
 FQ0565|---------------------------------------------------------------------|
 FQ0565| PID    Reference Object                     Distance      Geod. Az  |
 FQ0565|                                                           dddmmss.s |
 FQ0565| FR0836 SQUAW                               APPROX. 4.6 KM 2882925.4 |
 FQ0565|---------------------------------------------------------------------|
 FQ0565
 FQ0565                          SUPERSEDED SURVEY CONTROL
 FQ0565
 FQ0565  NAD 83(1986)-  35 24 37.34815(N)    111 57 52.82589(W) AD(       ) 3
 FQ0565  NGVD 29 (05/08/89) 2163.13   (m)         7096.9    (f) LEVELING    3  
 FQ0565
 FQ0565.Superseded values are not recommended for survey control.
 FQ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0565.See file dsdata.txt to determine how the superseded data were derived.
 FQ0565
 FQ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1241218981(NAD 83)
 FQ0565_MARKER: DD = SURVEY DISK
 FQ0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0565
 FQ0565  HISTORY     - Date     Condition        Report By
 FQ0565  HISTORY     - 1965     MONUMENTED       USGS
 FQ0565
 FQ0565                          STATION DESCRIPTION
 FQ0565
 FQ0565'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0565'LOCATED 23.2 MI NW. OF FLAGSTAFF, ABOUT 10.6 MI N. OF PARKS.  ON
 FQ0565'EAST SIDE OF GRAVEL RD., ABOUT 10 FT. SE. OF EAST END OF
 FQ0565'CATTLEGUARD.
 FQ0565'
 FQ0565'TO REACH NOT GIVEN.
 FQ0565'
 FQ0565'STATION MARK--IRON POST WITH BRASS CAP
 FQ0565'STAMPED---T24N R4E S33 S34 S4 T23N R4E 1947---, PROJECTING 0.3 FT.
 FQ0565'
 FQ0565'RMS--NONE SET.
 FQ0565'
 FQ0565'NOTE--SECTION CORNER 3NW/23N/4E IS LOCATED 34.24 FT. E. OF
 FQ0565'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0566 ***********************************************************************
 FQ0566  DESIGNATION -  T24 25N R5E SECS 5 6 31 CC
 FQ0566  PID         -  FQ0566
 FQ0566  STATE/COUNTY-  AZ/COCONINO
 FQ0566  USGS QUAD   -  MORITZ RIDGE (1966)
 FQ0566
 FQ0566                         *CURRENT SURVEY CONTROL
 FQ0566  ___________________________________________________________________
 FQ0566* NAD 83(1992)-  35 29 49.13185(N)    111 53 47.17307(W)     ADJUSTED  
 FQ0566* NAVD 88     -      2116.38   (+/-2cm)    6943.5    (feet)  VERTCON   
 FQ0566  ___________________________________________________________________
 FQ0566  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 FQ0566  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FQ0566  HORZ ORDER  -  THIRD
 FQ0566  VERT ORDER  -  THIRD ? (See Below)
 FQ0566
 FQ0566.The horizontal coordinates were established by classical geodetic methods
 FQ0566.and adjusted by the National Geodetic Survey in August 1993.
 FQ0566
 FQ0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0566.The vertical order pertains to the NGVD 29 superseded value.
 FQ0566
 FQ0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0566
 FQ0566.The geoid height was determined by GEOID03.
 FQ0566
 FQ0566;                    North         East     Units Scale Factor Converg.
 FQ0566;SPC AZ C     -   498,706.522   215,195.314   MT  0.99990004   +0 00 42.3
 FQ0566;SPC AZ C     - 1,636,176.25    706,021.37   iFT  0.99990004   +0 00 42.3
 FQ0566;UTM  12      - 3,928,527.981   418,695.221   MT  0.99968146   -0 31 14.0
 FQ0566
 FQ0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0566!SPC AZ C     -   0.99967152  x   0.99990004  =   0.99957160
 FQ0566!UTM  12      -   0.99967152  x   0.99968146  =   0.99935309
 FQ0566
 FQ0566:                Primary Azimuth Mark                     Grid Az
 FQ0566:SPC AZ C     -  6770                                     309 30 02.1
 FQ0566:UTM  12      -  6770                                     310 01 58.4
 FQ0566
 FQ0566|---------------------------------------------------------------------|
 FQ0566| PID    Reference Object                     Distance      Geod. Az  |
 FQ0566|                                                           dddmmss.s |
 FQ0566| FQ0553 6770                                APPROX. 4.0 KM 3093044.4 |
 FQ0566|---------------------------------------------------------------------|
 FQ0566
 FQ0566                          SUPERSEDED SURVEY CONTROL
 FQ0566
 FQ0566  NAD 83(1986)-  35 29 49.13011(N)    111 53 47.16932(W) AD(       ) 3
 FQ0566  NGVD 29 (05/08/89) 2115.37   (m)         6940.2    (f) LEVELING    3  
 FQ0566
 FQ0566.Superseded values are not recommended for survey control.
 FQ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0566.See file dsdata.txt to determine how the superseded data were derived.
 FQ0566
 FQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1869528528(NAD 83)
 FQ0566_MARKER: DD = SURVEY DISK
 FQ0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0566
 FQ0566  HISTORY     - Date     Condition        Report By
 FQ0566  HISTORY     - 1965     MONUMENTED       USGS
 FQ0566
 FQ0566                          STATION DESCRIPTION
 FQ0566
 FQ0566'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0566'LOCATED ABOUT 24.9 MI NW. OF FLAGSTAFF, ABOUT 16.8 MI NNE. OF
 FQ0566'PARKS.  ABOUT 300 FT N. OF DIRT RD.
 FQ0566'
 FQ0566'TO REACH NOT GIVEN.
 FQ0566'
 FQ0566'STATION MARK--IRON PIPE WITH BRASS CAP
 FQ0566'STAMPED---T25N R5E S31 S6 S5 T24N R5E CC 1945---, PROJECTING 0.8 FT
 FQ0566'ABOVE GROUND.
 FQ0566'
 FQ0566'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0712 ***********************************************************************
 FR0712  DESIGNATION -  T24N R12W SECS 2 3 HIR
 FR0712  PID         -  FR0712
 FR0712  STATE/COUNTY-  AZ/MOHAVE
 FR0712  USGS QUAD   -  TRUXTON (1980)
 FR0712
 FR0712                         *CURRENT SURVEY CONTROL
 FR0712  ___________________________________________________________________
 FR0712* NAD 83(1986)-  35 29 40.     (N)    113 32 30.     (W)     SCALED    
 FR0712* NAVD 88     -      1345.723  (meters)    4415.09   (feet)  ADJUSTED  
 FR0712  ___________________________________________________________________
 FR0712  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0712  DYNAMIC HT  -        1344.063 (meters)    4409.65  (feet)  COMP
 FR0712  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 FR0712
 FR0712  VERT ORDER  -  FIRST     CLASS II
 FR0712
 FR0712.The horizontal coordinates were scaled from a topographic map and have
 FR0712.an estimated accuracy of +/- 6 seconds.
 FR0712
 FR0712.The orthometric height was determined by differential leveling
 FR0712.and adjusted in June 1991.
 FR0712
 FR0712.The geoid height was determined by GEOID03.
 FR0712
 FR0712.The dynamic height is computed by dividing the NAVD 88
 FR0712.geopotential number by the normal gravity value computed on the
 FR0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0712.degrees latitude (g = 980.6199 gals.).
 FR0712
 FR0712.The modeled gravity was interpolated from observed gravity values.
 FR0712
 FR0712;                    North         East    Units  Estimated Accuracy
 FR0712;SPC AZ W     -   498,460.      232,260.      MT  (+/- 180 meters Scaled)
 FR0712
 FR0712                          SUPERSEDED SURVEY CONTROL
 FR0712
 FR0712.No superseded survey control is available for this station.
 FR0712
 FR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE694308(NAD 83)
 FR0712_MARKER: P = PIPE CAP
 FR0712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0712_SP_SET: SHALLOW-SET PIPE
 FR0712_STAMPING: HIR S3 S2 T24N R12W 1912
 FR0712_MARK LOGO: USGLO 
 FR0712_PROJECTION: PROJECTING 12 CENTIMETERS
 FR0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0712
 FR0712  HISTORY     - Date     Condition        Report By
 FR0712  HISTORY     - 1912     MONUMENTED       USGLO
 FR0712  HISTORY     - 1982     GOOD             NGS
 FR0712
 FR0712                          STATION DESCRIPTION
 FR0712
 FR0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0712'12.0 KM (7.5 MI) SW FROM PEACH SPRINGS.
 FR0712'12.0 KM (7.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0712'AT PEACH SPRINGS, 1.61 KM (1.0 MILE) NORTHEAST OF THE CONCRETE BRIDGE
 FR0712'AT TRUXTON, 0.16 KM (0.1 MILE) EAST OF HIGHWAY MILEPOST 96, 91.7
 FR0712'METERS (300.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 114.2
 FR0712'METERS (375.0 FEET) EAST OF A T JUNCTION FENCE LINE, 58.8 METERS
 FR0712'(193.0 FEET) SOUTHEAST OF BURIED CABLE STAND NO 1-30-A, 58.8 METERS
 FR0712'(193.0 FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 15.6
 FR0712'METERS (51.3 FEET) WEST OF RM 1, 12.9 METERS (42.4 FEET) SOUTHEAST OF
 FR0712'RM 2, 0.3 METER (1.0 FOOT) SOUTH OF A EAST-WEST FENCE LINE, 36.5
 FR0712'METERS (120.0 FEET) SOUTHEAST OF THE CEMTERLINE OF THE OLD ROAD.
 FR0712'THE MARK IS 3.6 METERS  W FROM A WITNESS POST.
 FR0712'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0954 ***********************************************************************
 FR0954  DESIGNATION -  T24N R12W SECS 2 3 HIR
 FR0954  PID         -  FR0954
 FR0954  STATE/COUNTY-  AZ/MOHAVE
 FR0954  USGS QUAD   -  TRUXTON (1980)
 FR0954
 FR0954                         *CURRENT SURVEY CONTROL
 FR0954  ___________________________________________________________________
 FR0954* NAD 83(1992)-  35 29 40.11027(N)    113 32 30.55626(W)     ADJUSTED  
 FR0954* NAVD 88     -      1345.9    (meters)    4416.     (feet)  VERTCON   
 FR0954  ___________________________________________________________________
 FR0954  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 FR0954  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0954  HORZ ORDER  -  FIRST
 FR0954
 FR0954.The horizontal coordinates were established by classical geodetic methods
 FR0954.and adjusted by the National Geodetic Survey in August 1993.
 FR0954
 FR0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0954
 FR0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0954
 FR0954.The geoid height was determined by GEOID03.
 FR0954
 FR0954;                    North         East     Units Scale Factor Converg.
 FR0954;SPC AZ W     -   498,464.862   232,247.985   MT  0.99993773   +0 07 15.1
 FR0954;SPC AZ W     - 1,635,383.41    761,968.45   iFT  0.99993773   +0 07 15.1
 FR0954;UTM  12      - 3,930,851.357   269,433.729   MT  1.00025516   -1 28 35.4
 FR0954
 FR0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0954!SPC AZ W     -   0.99979294  x   0.99993773  =   0.99973068
 FR0954!UTM  12      -   0.99979294  x   1.00025516  =   1.00004805
 FR0954
 FR0954:                Primary Azimuth Mark                     Grid Az
 FR0954:SPC AZ W     -  C AZ MK                                  063 47 31.7
 FR0954:UTM  12      -  C AZ MK                                  065 23 22.2
 FR0954
 FR0954|---------------------------------------------------------------------|
 FR0954| PID    Reference Object                     Distance      Geod. Az  |
 FR0954|                                                           dddmmss.s |
 FR0954| CH2347 C AZ MK                                            0635446.8 |
 FR0954| FR0713 C RM 1                               15.634 METERS 09013     |
 FR0954| FR0955 HIGHWAY 66 STA 850+70                75.652 METERS 28056     |
 FR0954| FR0714 C RM 2                               12.913 METERS 32739     |
 FR0954|---------------------------------------------------------------------|
 FR0954
 FR0954                          SUPERSEDED SURVEY CONTROL
 FR0954
 FR0954  NAD 83(1986)-  35 29 40.10423(N)    113 32 30.55698(W) AD(       ) 1
 FR0954  NAD 27      -  35 29 40.13500(N)    113 32 27.77500(W) AD(       ) 1
 FR0954  NGVD 29 (07/19/86) 1345.0    (m)         4413.     (f) VERT ANG    3  
 FR0954
 FR0954.Superseded values are not recommended for survey control.
 FR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0954.See file dsdata.txt to determine how the superseded data were derived.
 FR0954
 FR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE6943430851(NAD 83)
 FR0954_MARKER: P = PIPE CAP
 FR0954_SETTING: 0 = UNSPECIFIED SETTING
 FR0954
 FR0954  HISTORY     - Date     Condition        Report By
 FR0954  HISTORY     - 1912     MONUMENTED       USGLO
 FR0954  HISTORY     - 1944     GOOD             USGLO
 FR0954  HISTORY     - 1968     GOOD             AZHD
 FR0954
 FR0954                          STATION DESCRIPTION
 FR0954
 FR0954'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 FR0954'STATION IS LOCATED ABOUT 7 MILES (BY ROAD) W OF PEACH SPRINGS.
 FR0954'IT IS THE G.L.O MARK LOCATING THE NW CORNER OF SEC. 2, T. 24 N.,
 FR0954'R. 12 W.  IT IS ABOUT 93 FEET SSE OF U.S. HIGHWAY 66 WHERE
 FR0954'THE HIGHWAY LEAVES THE HUALPAI INDIAN RESERVATION.  IT IS
 FR0954'248.2 FEET E OF ARIZONA HIGHWAY STATION 850-70 WHICH IS A BRONZE
 FR0954'DISK SET IN MASS OF CONCRETE AT THE BASE OF A SIGN SHOWING
 FR0954'THE BOUNDARY OF FEDERAL AID PROJECTS 80-A AND 80-J.  IT IS
 FR0954'92.6 FEET SSE OF THE CENTER LINE OF HIGHWAY, ONE FOOT S OF
 FR0954'E-W FENCE, 32 PACES E OF JUNCTION OF THIS FENCE AND THE
 FR0954'HIGHWAY FENCE, AND 11.8 FEET E OF A WHITE WITNESS POST.
 FR0954'
 FR0954'STATION MARK IS A STANDARD G.L.O. PIPE MARK, REINFORCED AT
 FR0954'ITS BASE WITH A BLOCK OF CONCRETE ABOUT 10 INCHES SQUARE,
 FR0954'AND PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE.  IT IS STAMPED H
 FR0954'I R S3 S2 T24N R12W 1912.
 FR0954'
 FR0954'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 FR0954'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS STAMPED
 FR0954'GLO C NO 1 1944 AND IS AT ABOUT THE SAME ELEVATION AS THE
 FR0954'STATION MARK.
 FR0954'
 FR0954'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 FR0954'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS STAMPED
 FR0954'GLO C NO 2 1944 AND IS AT ABOUT THE SAME ELEVATION AS THE
 FR0954'STATION MARK.
 FR0954'
 FR0954'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 FR0954'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 FR0954'GLO C 1944.  IT IS 43 FEET NNW OF THE CENTER LINE OF U.S.
 FR0954'HIGHWAY 66, 1 FOOT SSE OF FENCE LINE, AND 3 FEET WSW OF A WHITE
 FR0954'WITNESS POST.  IT IS PASSED ON WAY TO THE STATION FROM PEACH
 FR0954'SPRINGS.
 FR0954'
 FR0954'TO REACH STATION FROM PEACH SPRINGS POST OFFICE, GO W ON U.S.
 FR0954'HIGHWAY 66 FOR 7.0 MILES TO FENCE CORNERS AND GATE ON THE
 FR0954'LEFT, DRIVE THROUGH THE GATE AND STATION.
 FR0954
 FR0954                          STATION RECOVERY (1968)
 FR0954
 FR0954'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0954'TO REACH THE STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN
 FR0954'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0567 ***********************************************************************
 FQ0567  DESIGNATION -  T24N R5 6E SECS 1 6 7 12
 FQ0567  PID         -  FQ0567
 FQ0567  STATE/COUNTY-  AZ/COCONINO
 FQ0567  USGS QUAD   -  KENDRICK PEAK (1966)
 FQ0567
 FQ0567                         *CURRENT SURVEY CONTROL
 FQ0567  ___________________________________________________________________
 FQ0567* NAD 83(1992)-  35 29 08.99473(N)    111 48 32.09925(W)     ADJUSTED  
 FQ0567* NAVD 88     -      2225.7    (meters)    7302.     (feet)  VERTCON   
 FQ0567  ___________________________________________________________________
 FQ0567  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FQ0567  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 FQ0567  HORZ ORDER  -  THIRD
 FQ0567
 FQ0567.The horizontal coordinates were established by classical geodetic methods
 FQ0567.and adjusted by the National Geodetic Survey in August 1993.
 FQ0567
 FQ0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0567
 FQ0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0567
 FQ0567.The geoid height was determined by GEOID03.
 FQ0567
 FQ0567;                    North         East     Units Scale Factor Converg.
 FQ0567;SPC AZ C     -   497,474.795   223,136.851   MT  0.99990118   +0 03 45.2
 FQ0567;SPC AZ C     - 1,632,135.15    732,076.28   iFT  0.99990118   +0 03 45.2
 FQ0567;UTM  12      - 3,927,222.834   426,623.177   MT  0.99966635   -0 28 10.6
 FQ0567
 FQ0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0567!SPC AZ C     -   0.99965436  x   0.99990118  =   0.99955557
 FQ0567!UTM  12      -   0.99965436  x   0.99966635  =   0.99932082
 FQ0567
 FQ0567:                Primary Azimuth Mark                     Grid Az
 FQ0567:SPC AZ C     -  SLATE MTN                                287 02 05.7
 FQ0567:UTM  12      -  SLATE MTN                                287 34 01.5
 FQ0567
 FQ0567|---------------------------------------------------------------------|
 FQ0567| PID    Reference Object                     Distance      Geod. Az  |
 FQ0567|                                                           dddmmss.s |
 FQ0567| FQ0678 SLATE MTN                           APPROX. 3.2 KM 2870550.9 |
 FQ0567|---------------------------------------------------------------------|
 FQ0567
 FQ0567                          SUPERSEDED SURVEY CONTROL
 FQ0567
 FQ0567  NAD 83(1986)-  35 29 08.99452(N)    111 48 32.10180(W) AD(       ) 3
 FQ0567  NGVD 29 (05/08/89) 2224.7    (m)         7299.     (f) VERT ANG    3  
 FQ0567
 FQ0567.Superseded values are not recommended for survey control.
 FQ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0567.See file dsdata.txt to determine how the superseded data were derived.
 FQ0567
 FQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2662327223(NAD 83)
 FQ0567_MARKER: DD = SURVEY DISK
 FQ0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FQ0567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FQ0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0567
 FQ0567  HISTORY     - Date     Condition        Report By
 FQ0567  HISTORY     - 1965     MONUMENTED       USGS
 FQ0567
 FQ0567                          STATION DESCRIPTION
 FQ0567
 FQ0567'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0567'LOCATED ABOUT 5.9 MI NE. OF KENDRICK PEAK, ABOUT 2 MI SW. OF
 FQ0567'SLATE MTN., ABOUT 0.75 MI N. OF SLATE LAKES, ABOUT 0.25 MI W. OF
 FQ0567'U.S. HWY. 180.  IN LARGE FLAT.
 FQ0567'
 FQ0567'TO REACH NOT GIVEN.
 FQ0567'
 FQ0567'STATION MARK--A U.S. GENERAL LAND OFFICE DISK
 FQ0567'STAMPED---T24N R5E R6E S1 S6 S12 S7 1944---, ON IRON PIPE PROJECTING
 FQ0567'0.8 FT ABOVE GROUND.
 FQ0567'
 FQ0567'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0842 ***********************************************************************
 FQ0842  DESIGNATION -  T25N R13E SECS 28 29 32 33
 FQ0842  PID         -  FQ0842
 FQ0842  STATE/COUNTY-  AZ/COCONINO
 FQ0842  USGS QUAD   -  MONUMENT POINT (1967)
 FQ0842
 FQ0842                         *CURRENT SURVEY CONTROL
 FQ0842  ___________________________________________________________________
 FQ0842* NAD 83(1986)-  35 32 03.     (N)    110 57 46.     (W)     SCALED    
 FQ0842* NAVD 88     -      1477.674  (meters)    4848.00   (feet)  POSTED    
 FQ0842  ___________________________________________________________________
 FQ0842  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0842  DYNAMIC HT  -        1475.790 (meters)    4841.82  (feet)  COMP
 FQ0842  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 FQ0842
 FQ0842  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0842
 FQ0842.The horizontal coordinates were scaled from a topographic map and have
 FQ0842.an estimated accuracy of +/- 6 seconds.
 FQ0842
 FQ0842.The orthometric height was determined by differential leveling
 FQ0842.and adjusted by the  in 1992.
 FQ0842.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0842.rate of 0.0 thru 1.0 mm/km.
 FQ0842
 FQ0842.The geoid height was determined by GEOID03.
 FQ0842
 FQ0842.The dynamic height is computed by dividing the NAVD 88
 FQ0842.geopotential number by the normal gravity value computed on the
 FQ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0842.degrees latitude (g = 980.6199 gals.).
 FQ0842
 FQ0842.The modeled gravity was interpolated from observed gravity values.
 FQ0842
 FQ0842;                    North         East    Units  Estimated Accuracy
 FQ0842;SPC AZ C     -   503,250.      299,860.      MT  (+/- 180 meters Scaled)
 FQ0842
 FQ0842                          SUPERSEDED SURVEY CONTROL
 FQ0842
 FQ0842  NGVD 29 (??/??/92) 1476.93   (m)         4845.6    (f) COMPUTED    2 2
 FQ0842
 FQ0842.Superseded values are not recommended for survey control.
 FQ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0842.See file dsdata.txt to determine how the superseded data were derived.
 FQ0842
 FQ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE033322(NAD 83)
 FQ0842_MARKER: Z = SEE DESCRIPTION
 FQ0842_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FQ0842_SP_SET: PIPE
 FQ0842_STAMPING: T25N R13E S29 S32 S28 S33 1910
 FQ0842_MARK LOGO: USGLO 
 FQ0842_MAGNETIC: I = MARKER IS A STEEL ROD
 FQ0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0842+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1968
 FQ0842
 FQ0842  HISTORY     - Date     Condition        Report By
 FQ0842  HISTORY     - 1910     MONUMENTED       BLM
 FQ0842  HISTORY     - 19680611 GOOD             USGS
 FQ0842
 FQ0842                          STATION DESCRIPTION
 FQ0842
 FQ0842'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FQ0842'FROM THE POST OFFICE AT ORAIBI ARIZONA, PROCEED 33.8 MILES SOUTH
 FQ0842'ALONG THE LEUPP-ORAIBI ROAD, 0.2 MILES SOUTH OF A BRIDGE TO A BLADED
 FQ0842'T-ROAD HEADING NORTHWEST TOWARDS THE SAND SPRINGS AREA, THENCE 5.1
 FQ0842'MILES NORTHWEST, 58 FEET SOUTHWEST OF THE CENTER OF THE ROAD, A
 FQ0842'STANDARD GLO PIPE AND CAP PROJECTING 1.4 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0657 ***********************************************************************
 FR0657  DESIGNATION -  T26 27N R12W SECS 2 3 34 35
 FR0657  PID         -  FR0657
 FR0657  STATE/COUNTY-  AZ/MOHAVE
 FR0657  USGS QUAD   -  HINDU CANYON (1967)
 FR0657
 FR0657                         *CURRENT SURVEY CONTROL
 FR0657  ___________________________________________________________________
 FR0657* NAD 83(1986)-  35 40 29.     (N)    113 32 14.     (W)     SCALED    
 FR0657* NAVD 88     -      1437.835  (meters)    4717.30   (feet)  POSTED    
 FR0657  ___________________________________________________________________
 FR0657  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0657  DYNAMIC HT  -        1436.080 (meters)    4711.54  (feet)  COMP
 FR0657  MODELED GRAV-     979,363.8   (mgal)                       NAVD 88
 FR0657
 FR0657  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0657
 FR0657.The horizontal coordinates were scaled from a topographic map and have
 FR0657.an estimated accuracy of +/- 6 seconds.
 FR0657
 FR0657.The orthometric height was determined by differential leveling
 FR0657.and adjusted by the  in 1992.
 FR0657.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0657.was located on a no-check spur therefore a value was not computed.
 FR0657.No vertical observational check was made to the station.
 FR0657
 FR0657.The geoid height was determined by GEOID03.
 FR0657
 FR0657.The dynamic height is computed by dividing the NAVD 88
 FR0657.geopotential number by the normal gravity value computed on the
 FR0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0657.degrees latitude (g = 980.6199 gals.).
 FR0657
 FR0657.The modeled gravity was interpolated from observed gravity values.
 FR0657
 FR0657;                    North         East    Units  Estimated Accuracy
 FR0657;SPC AZ W     -   518,460.      232,620.      MT  (+/- 180 meters Scaled)
 FR0657
 FR0657                          SUPERSEDED SURVEY CONTROL
 FR0657
 FR0657  NGVD 29 (??/??/92) 1436.954  (m)         4714.41   (f) ADJ UNCH    2 0
 FR0657
 FR0657.Superseded values are not recommended for survey control.
 FR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0657.See file dsdata.txt to determine how the superseded data were derived.
 FR0657
 FR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE703508(NAD 83)
 FR0657_MARKER: P = PIPE CAP
 FR0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0657_STAMPING: T 27 N R 12 W 34 35 3 2 T 26 1920
 FR0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0657+STABILITY: SURFACE MOTION
 FR0657
 FR0657  HISTORY     - Date     Condition        Report By
 FR0657  HISTORY     - 1920     MONUMENTED       USGLO
 FR0657
 FR0657                          STATION DESCRIPTION
 FR0657
 FR0657'DESCRIBED BY US GENERAL LAND OFFICE 1920
 FR0657'9.2 MI NW FROM PEACH SPRINGS.
 FR0657'ABOUT 9.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0657'COUNTY, THENCE ABOUT 7.7 MILES NORTHEAST ALONG A ROAD, AT THE CORNER
 FR0657'OF SECS. 2, 3, 34, AND 35, TPS. 26 AND 27 N., R. 12 W., AND ABOUT 33
 FR0657'YARDS WEST OF BENCH MARK J 96, DESCRIBED ABOVE.  A UNITED STATES
 FR0657'GENERAL LAND OFFICE STANDARD CAP, STAMPED T 27 N R 12 W 34 35 3 2 T 26
 FR0657'1920 AND RIVETED ON THE TOP OF A 1-1/2-INCH IRON PIPE REINFORCED WITH
 FR0657'CONCRETE.  NOTE-- THIS SECTION CORNER WAS OCCUPIED AS A TRIANGULATION
 FR0657'STATION BY A PARTY FROM THIS BUREAU IN 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0984 ***********************************************************************
 FR0984  DESIGNATION -  T26 27N R12W SECS 2 3 34 35
 FR0984  PID         -  FR0984
 FR0984  STATE/COUNTY-  AZ/MOHAVE
 FR0984  USGS QUAD   -  HINDU CANYON (1967)
 FR0984
 FR0984                         *CURRENT SURVEY CONTROL
 FR0984  ___________________________________________________________________
 FR0984* NAD 83(1992)-  35 40 29.77249(N)    113 32 16.14750(W)     ADJUSTED  
 FR0984* NAVD 88     -      1437.84   (+/-2cm)    4717.3    (feet)  VERTCON   
 FR0984  ___________________________________________________________________
 FR0984  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FR0984  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FR0984  HORZ ORDER  -  FIRST
 FR0984  VERT ORDER  -  THIRD ? (See Below)
 FR0984
 FR0984.The horizontal coordinates were established by classical geodetic methods
 FR0984.and adjusted by the National Geodetic Survey in August 1993.
 FR0984
 FR0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0984.The vertical order pertains to the NGVD 29 superseded value.
 FR0984
 FR0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0984
 FR0984.The geoid height was determined by GEOID03.
 FR0984
 FR0984;                    North         East     Units Scale Factor Converg.
 FR0984;SPC AZ W     -   518,486.813   232,567.980   MT  0.99993788   +0 07 25.5
 FR0984;SPC AZ W     - 1,701,072.22    763,018.31   iFT  0.99993788   +0 07 25.5
 FR0984;UTM  12      - 3,950,862.852   270,313.233   MT  1.00025015   -1 28 50.4
 FR0984
 FR0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0984!SPC AZ W     -   0.99977847  x   0.99993788  =   0.99971637
 FR0984!UTM  12      -   0.99977847  x   1.00025015  =   1.00002857
 FR0984
 FR0984|---------------------------------------------------------------------|
 FR0984| PID    Reference Object                     Distance      Geod. Az  |
 FR0984|                                                           dddmmss.s |
 FR0984| CH2342 GLO 35 RM 1                          21.705 METERS 02306     |
 FR0984| CH2343 GLO 35 RM 2                          27.181 METERS 11414     |
 FR0984| FR0655 J 96                                 29.178 METERS 11633     |
 FR0984| CH2341 GLO 35 AZ MK                                       2022443.4 |
 FR0984|---------------------------------------------------------------------|
 FR0984
 FR0984                          SUPERSEDED SURVEY CONTROL
 FR0984
 FR0984  NAD 83(1986)-  35 40 29.76571(N)    113 32 16.14787(W) AD(       ) 1
 FR0984  NAD 27      -  35 40 29.80800(N)    113 32 13.37100(W) AD(       ) 1
 FR0984  NGVD 29 (07/19/86) 1436.95   (m)         4714.4    (f) LEVELING    3  
 FR0984
 FR0984.Superseded values are not recommended for survey control.
 FR0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0984.See file dsdata.txt to determine how the superseded data were derived.
 FR0984
 FR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE7031350863(NAD 83)
 FR0984_MARKER: P = PIPE CAP
 FR0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0984
 FR0984  HISTORY     - Date     Condition        Report By
 FR0984  HISTORY     - 1935     MONUMENTED       USGLO
 FR0984  HISTORY     - 1936     GOOD             CGS
 FR0984  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FR0984  HISTORY     - 1958     GOOD             CGS
 FR0984  HISTORY     - 1965     GOOD             CGS
 FR0984  HISTORY     - 1972     GOOD             AZHD
 FR0984
 FR0984                          STATION DESCRIPTION
 FR0984
 FR0984'DESCRIBED BY US GENERAL LAND OFFICE 1935 (CP)
 FR0984'STATION IS ON THE GRASSY PLATEAU LYING BETWEEN HINDU CANYON
 FR0984'AND PEACH SPRINGS CANYON AND ABOUT 11 MILES (AIR LINE) NW OF
 FR0984'THE TOWN OF PEACH SPRINGS.
 FR0984'
 FR0984'STATION MARK IS A GENERAL LAND OFFICE PIPE REINFORCED WITH
 FR0984'CONCRETE.  IT MARKS THE NW CORNER OF SEC. 2, T. 26 N., R. 12 W.
 FR0984'
 FR0984'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 FR0984'BOULDERS.
 FR0984
 FR0984                          STATION RECOVERY (1936)
 FR0984
 FR0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0984'STATION FOUND AS DESCRIBED IN GOOD CONDITION.  STATION IS
 FR0984'28.8 METERS W OF A BARBED-WIRE FENCE.
 FR0984'
 FR0984'AN AZIMUTH MARK WAS SET IN TOP OF A CONCRETE POST.  IT IS
 FR0984'LOCATED IN FENCE LINE 0.3 MILE S OF STATION.  STAMPED GLO
 FR0984'35 1935 1936.
 FR0984
 FR0984                          STATION RECOVERY (1944)
 FR0984
 FR0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0984'STATION IS ABOUT 1-3/4 MILES (AIR LINE) A LITTLE E OF N OF
 FR0984'AN EARTH STOCK-WATERING TANK SHOWN ON INDIAN RESERVATION MAP
 FR0984'AS PLAIN TANK, AND KNOWN LOCALLY AS PLAIN TANK OR MILKWEEK
 FR0984'TANK.
 FR0984'
 FR0984'STATION MARK IS A GENERAL LAND OFFICE 2-INCH BRASS-CAPPED
 FR0984'PIPE SET IN A SQUARE CONCRETE POST.  IT IS STAMPED T27N R12W S2
 FR0984'S3 S34 S35 T26N 1920 AND PROJECTS 20 INCHES ABOVE THE GROUND.
 FR0984'
 FR0984'REFERENCE MARK 1 IS FLUSH WITH THE GROUND.  IT IS STAMPED
 FR0984'GLO T27 AND 26N R12W NO 1 1934.
 FR0984'
 FR0984'REFERENCE MARK 2 PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 FR0984'AND ABOUT 6 FEET W OF N-S FENCE LINE.  IT IS STAMPED GLO T27
 FR0984'AND 26N R12W NO 2 1934.
 FR0984'
 FR0984'AZIMUTH MARK IS 18 INCHES W OF N-S FENCE LINE AND 2 FEET N
 FR0984'OF A 4- BY 4-INCH WHITE WITNESS POST.  IT IS STAMPED GLO 1936
 FR0984'AND PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 FR0984'
 FR0984'B.M. J 96 IS A BRONZE BENCH-MARK DISK SET IN A SQUARE CONCRETE
 FR0984'POST PROJECTING ABOUT 10 INCHES.  IT IS ABOUT 1 FOOT E OF
 FR0984'FENCE.  STAMPED J 96 1935.
 FR0984'
 FR0984'TO REACH STATION FROM THE TOWN OF PEACH SPRINGS, GO W ON U.S.
 FR0984'HIGHWAY 66 FOR 1.9 MILES TO A GRADED DIRT ROAD LEADING RIGHT.
 FR0984'TURN RIGHT OFF THE HIGHWAY AND FOLLOW THE GOOD GRADED ROAD
 FR0984'FOR 7.7 MILES TO A CATTLE GUARD.  (B.M. E 96 IS ABOUT 28 FEET
 FR0984'NE OF THIS CATTLE GUARD, CLOSE TO FENCE.) CONTINUE ON THE
 FR0984'GRADED ROAD FOR 1.3 MILES TO A TRACK ROAD ON THE RIGHT, TURN
 FR0984'SHARP RIGHT ON TRACK ROAD AND GO 4.5 MILES TO THE SE CORNER OF
 FR0984'THE FENCE WHICH ENCLOSES A WATERING PLACE, MILKWEEK OR PLAIN
 FR0984'TANK.  FOLLOW DIM TRACK ROAD THAT LEADS N ALONG THE E SIDE OF
 FR0984'FENCE LINE FOR 0.8 MILE TO A GATE THROUGH AN E-W FENCE WHERE
 FR0984'IT INTERSECTS THE N-S FENCE LINE.  CONTINUE N ALONG E SIDE OF
 FR0984'THE FENCE FOR 1.0 MILE TO THE AZIMUTH MARK, 18 INCHES W OF
 FR0984'THE FENCE.  CONTINUE ALONG FENCE FOR 0.2 MILE TO THE STATION,
 FR0984'ABOUT 95 FEET W OF THE FENCE.  THE ROAD ALONG THE E SIDE
 FR0984'OF THE FENCE LINE DISAPPEARS IN SPOTS AND THE TERRAIN IS
 FR0984'SOMEWHAT ROCKY BUT CAN BE NEGOTIATED WITH A CAR OR TRUCK.
 FR0984
 FR0984                          STATION RECOVERY (1958)
 FR0984
 FR0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 FR0984'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW TO
 FR0984'REACH DESCRIPTION AS FOLLOWS--TO REACH FROM PEACH SPRINGS POST
 FR0984'OFFICE GO WEST ON HIGHWAY 66 FOR 1.9 MILES TO A GRADED DIRT ROAD
 FR0984'LEADING RIGHT ACROSS A CATTLE GUARD, TURN RIGHT AND FOLLOW MAIN
 FR0984'ROAD 7.7 MILES TO CATTLE GUARD AND ROAD RIGHT (N), BME-96 IS
 FR0984'ABOUT 30 FT E OF THIS CATTLE GUARD, TURN RIGHT (N) ON GRADED
 FR0984'ROAD GO 4.6 MILES TO SE CORNER OF A FENCE THAT ENCLOSES A
 FR0984'WATERING PLACE, FOLLOW DIM TRACK ROAD THAT LEADS NORTH ALONG
 FR0984'THE EAST SIDE OF FENCE FOR 1.8 MILES TO AZIMUTH MARK, 1.5 FT.
 FR0984'WEST OF FENCE, CONTINUE 0.2 MILE TO THE STATION, ABOUT 95
 FR0984'FT. WEST OF THE FENCE AS DESCRIBED IN 1944 DESCRIPTION.
 FR0984
 FR0984                          STATION RECOVERY (1965)
 FR0984
 FR0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FR0984'ALL MARKS RECOVERED AND IN GOOD CONDITION.  A NEW DESCRIPTION
 FR0984'TO REACH THE STATION FOLLOWS.
 FR0984'
 FR0984'FROM THE POST OFFICE IN PEACH SPRINGS, GO WEST ON U.S. HIGHWAY
 FR0984'66 2.65 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, PASS OVER A
 FR0984'CATTLE GUARD AND TAKE THE RIGHT ROAD, GO WEST AND NORTH 6.6
 FR0984'MILES TO A CATTLE GUARD AND A SIDE ROAD RIGHT IMMEDIATELY AFTER
 FR0984'PASSING OVER THE CATTLE GUARD.  TURN RIGHT AND GO NORTH
 FR0984'2.1 MILES TO A VORTAC ON THE RIGHT, CONTINUE 1.5 MILES TO
 FR0984'THE SECOND ONE OF TWO FORKS, TAKE THE RIGHT ROAD AND GO 0.55
 FR0984'MILE (ALONG EAST SIDE OF FENCE) TO A FORK, TAKE THE LEFT ROAD
 FR0984'AND GO 0.2 MILE TO A FORK, KEEP LEFT AND GO 0.2 MILE TO A
 FR0984'CROSS FENCE, TURN LEFT THROUGH A GATE AND IMMEDIATELY TURN
 FR0984'RIGHT, PASSING THROUGH ANOTHER GATE AND GO NORTH ALONG THE
 FR0984'WEST SIDE OF THE FENCE FOR 0.1 MILE TO A GATE, PASS
 FR0984'THROUGH AND CONTINUE 0.8 MILE TO THE AZIMUTH MARK IN THE
 FR0984'FENCE LINE ON THE RIGHT, CONTINUE 0.2 MILE TO THE STATION
 FR0984'ON THE LEFT.
 FR0984'
 FR0984'ASTRO PARTY 646 VISITED THIS STATION.
 FR0984
 FR0984                          STATION RECOVERY (1972)
 FR0984
 FR0984'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (C)
 FR0984'GENERAL LOCATION, TO REACH, AND STATION MARK ORIGINAL DESCRIPTION
 FR0984'GOOD.  REFERENCE MARKS RM NO. 1 AND RM NO. 2 FOUND IN PLACE.
 FR0984'AZIMUTH MARK NO SEARCH MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0391 ***********************************************************************
 FR0391  DESIGNATION -  T26N R11W SECS 21 22 27 28
 FR0391  PID         -  FR0391
 FR0391  STATE/COUNTY-  AZ/MOHAVE
 FR0391  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0391
 FR0391                         *CURRENT SURVEY CONTROL
 FR0391  ___________________________________________________________________
 FR0391* NAD 83(1986)-  35 37 00.     (N)    113 26 55.     (W)     SCALED    
 FR0391* NAVD 88     -      1066.104  (meters)    3497.71   (feet)  POSTED    
 FR0391  ___________________________________________________________________
 FR0391  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0391  DYNAMIC HT  -        1064.810 (meters)    3493.46  (feet)  COMP
 FR0391  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 FR0391
 FR0391  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0391
 FR0391.The horizontal coordinates were scaled from a topographic map and have
 FR0391.an estimated accuracy of +/- 6 seconds.
 FR0391
 FR0391.The orthometric height was determined by differential leveling
 FR0391.and adjusted by the  in 1992.
 FR0391.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0391.was located on a no-check spur therefore a value was not computed.
 FR0391.No vertical observational check was made to the station.
 FR0391
 FR0391.The geoid height was determined by GEOID03.
 FR0391
 FR0391.The dynamic height is computed by dividing the NAVD 88
 FR0391.geopotential number by the normal gravity value computed on the
 FR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0391.degrees latitude (g = 980.6199 gals.).
 FR0391
 FR0391.The modeled gravity was interpolated from observed gravity values.
 FR0391
 FR0391;                    North         East    Units  Estimated Accuracy
 FR0391;SPC AZ W     -   512,040.      240,660.      MT  (+/- 180 meters Scaled)
 FR0391
 FR0391                          SUPERSEDED SURVEY CONTROL
 FR0391
 FR0391  NGVD 29 (??/??/92) 1065.19   (m)         3494.7    (f) COMPUTED    2 0
 FR0391
 FR0391.Superseded values are not recommended for survey control.
 FR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0391.See file dsdata.txt to determine how the superseded data were derived.
 FR0391
 FR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE782441(NAD 83)
 FR0391_MARKER: P = PIPE CAP
 FR0391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0391_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0391_STAMPING: T 26 N R 11 W SEC. 22 21 28 27 1920
 FR0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0391
 FR0391  HISTORY     - Date     Condition        Report By
 FR0391  HISTORY     - 1920     MONUMENTED       USGLO
 FR0391
 FR0391                          STATION DESCRIPTION
 FR0391
 FR0391'DESCRIBED BY US GENERAL LAND OFFICE 1920
 FR0391'7.6 MI N FROM PEACH SPRINGS.
 FR0391'ABOUT 7.6 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD FROM THE
 FR0391'POST OFFICE AT PEACH SPRINGS, MOHAVE COUNTY, AT THE CORNER OF SECS.
 FR0391'21, 22, 27, AND 28, T. 26 N, R. 11 W., ABOUT 50 FEET EAST OF A CLIFF,
 FR0391'35 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET EAST OF A ROCK
 FR0391'CAIRN.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED T 26
 FR0391'N R 11 W SEC. 22 21 28 27 1920 AND RIVETED ON THE TOP OF A 1-1/2-INCH
 FR0391'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR1037 ***********************************************************************
 FR1037  DESIGNATION -  T27N R4W SECS 23 24 25 26
 FR1037  PID         -  FR1037
 FR1037  STATE/COUNTY-  AZ/COCONINO
 FR1037  USGS QUAD   -  BLACK TANK (1980)
 FR1037
 FR1037                         *CURRENT SURVEY CONTROL
 FR1037  ___________________________________________________________________
 FR1037* NAD 83(1986)-  35 42 10.     (N)    112 40 17.     (W)     SCALED    
 FR1037* NAVD 88     -      1715.407  (meters)    5627.96   (feet)  POSTED    
 FR1037  ___________________________________________________________________
 FR1037  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FR1037  DYNAMIC HT  -        1713.190 (meters)    5620.69  (feet)  COMP
 FR1037  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 FR1037
 FR1037  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR1037
 FR1037.The horizontal coordinates were scaled from a topographic map and have
 FR1037.an estimated accuracy of +/- 6 seconds.
 FR1037
 FR1037.The orthometric height was determined by differential leveling
 FR1037.and adjusted by the  in 1992.
 FR1037.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR1037.rate of 0.0 thru 1.0 mm/km.
 FR1037
 FR1037.The geoid height was determined by GEOID03.
 FR1037
 FR1037.The dynamic height is computed by dividing the NAVD 88
 FR1037.geopotential number by the normal gravity value computed on the
 FR1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR1037.degrees latitude (g = 980.6199 gals.).
 FR1037
 FR1037.The modeled gravity was interpolated from observed gravity values.
 FR1037
 FR1037;                    North         East    Units  Estimated Accuracy
 FR1037;SPC AZ C     -   521,800.      145,060.      MT  (+/- 180 meters Scaled)
 FR1037
 FR1037                          SUPERSEDED SURVEY CONTROL
 FR1037
 FR1037  NGVD 29 (??/??/92) 1714.55   (m)         5625.2    (f) COMPUTED    2 2
 FR1037
 FR1037.Superseded values are not recommended for survey control.
 FR1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR1037.See file dsdata.txt to determine how the superseded data were derived.
 FR1037
 FR1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE487522(NAD 83)
 FR1037_MARKER: P = PIPE CAP
 FR1037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR1037_SP_SET: SHALLOW-SET PIPE
 FR1037_STAMPING: T27N R4W 23 24 26 25 1916
 FR1037_MARK LOGO: BLM   
 FR1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR1037
 FR1037  HISTORY     - Date     Condition        Report By
 FR1037  HISTORY     - 1916     MONUMENTED       BLM
 FR1037  HISTORY     - 1973     GOOD             USGS
 FR1037
 FR1037                          STATION DESCRIPTION
 FR1037
 FR1037'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR1037'80.0 KM (49.70 MI) NORTH FROM SELIGMAN.
 FR1037'FROM THE RANCH HOUSE AT BLACK TANK, PROCEED 5.4 MILES NORTH ALONG A
 FR1037'DIRT ROAD, THENCE 0.3 MILES NORTHEAST ALONG A TRACK ROAD LEADING TO A
 FR1037'SINGLE TOWER TRANSMISSION LINE, 0.4 MILES SOUTH OF TOWER 834, 16 FEET
 FR1037'WEST OF THE CENTERLINE OF THE ROAD, A SECTION CORNER BRASS CAP SET ON
 FR1037'A GLO PIPE PROJECTING 1.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0913 ***********************************************************************
 FR0913  DESIGNATION -  T27N R5W SECS 4 5 1/4 COR
 FR0913  PID         -  FR0913
 FR0913  STATE/COUNTY-  AZ/COCONINO
 FR0913  USGS QUAD   -  SUPAI CAMP SE (1981)
 FR0913
 FR0913                         *CURRENT SURVEY CONTROL
 FR0913  ___________________________________________________________________
 FR0913* NAD 83(1992)-  35 45 13.26863(N)    112 49 52.71866(W)     ADJUSTED  
 FR0913* NAVD 88     -      1799.     (meters)    5902.     (feet)  SCALED    
 FR0913  ___________________________________________________________________
 FR0913  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FR0913  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 FR0913  HORZ ORDER  -  THIRD
 FR0913
 FR0913.The horizontal coordinates were established by classical geodetic methods
 FR0913.and adjusted by the National Geodetic Survey in August 1993.
 FR0913
 FR0913.The orthometric height was scaled from a topographic map.
 FR0913
 FR0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0913
 FR0913.The geoid height was determined by GEOID03.
 FR0913
 FR0913;                    North         East     Units Scale Factor Converg.
 FR0913;SPC AZ C     -   527,571.188   130,643.781   MT  0.99998428   -0 32 04.1
 FR0913;SPC AZ C     - 1,730,876.60    428,621.33   iFT  0.99998428   -0 32 04.1
 FR0913;UTM  12      - 3,958,175.560   334,427.568   MT  0.99993782   -1 04 13.0
 FR0913
 FR0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0913!SPC AZ C     -   0.99972149  x   0.99998428  =   0.99970578
 FR0913!UTM  12      -   0.99972149  x   0.99993782  =   0.99965933
 FR0913
 FR0913:                Primary Azimuth Mark                     Grid Az
 FR0913:SPC AZ C     -  ROSEWELL                                 135 01 55.2
 FR0913:UTM  12      -  ROSEWELL                                 135 34 04.1
 FR0913
 FR0913|---------------------------------------------------------------------|
 FR0913| PID    Reference Object                     Distance      Geod. Az  |
 FR0913|                                                           dddmmss.s |
 FR0913| FR0908 ROSEWELL                            APPROX. 2.0 KM 1342951.1 |
 FR0913|---------------------------------------------------------------------|
 FR0913
 FR0913                          SUPERSEDED SURVEY CONTROL
 FR0913
 FR0913  NAD 83(1986)-  35 45 13.26124(N)    112 49 52.71424(W) AD(       ) 3
 FR0913  NAD 27      -  35 45 13.29900(N)    112 49 50.02600(W) AD(       ) 3
 FR0913
 FR0913.Superseded values are not recommended for survey control.
 FR0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0913.See file dsdata.txt to determine how the superseded data were derived.
 FR0913
 FR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3442858176(NAD 83)
 FR0913_MARKER: DD = SURVEY DISK
 FR0913_SETTING: 0 = UNSPECIFIED SETTING
 FR0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0913
 FR0913  HISTORY     - Date     Condition        Report By
 FR0913  HISTORY     - 1936     MONUMENTED       USGLO
 FR0913
 FR0913                          STATION DESCRIPTION
 FR0913
 FR0913'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 FR0913'THIS STATION IS A GENERAL LAND OFFICE QUARTER SECTION CORNER
 FR0913'WHICH WAS USED AS THE AZIMUTH MARK FOR ROSEWELL, AND WAS ALSO
 FR0913'OCCUPIED IN ORDER TO LOCATE A STATION ON THE RESERVATION
 FR0913'BOUNDARY.  IT IS ON THE SOUTH BOUNDARY LINE OF THE HUALPAI
 FR0913'INDIAN RESERVATION 3-1/2 MILES WEST OF THE SOUTHEAST CORNER OF
 FR0913'THE RESERVATION, 2-1/2 MILES EAST OF ROSE WELL RANCH, 1.2 MILES
 FR0913'NORTHWEST BY WEST OF ROSEWELL, 0.4 MILE EAST OF THE TRACK
 FR0913'ROAD NORTH FROM ROSE WELL RANCH, ABOUT 1/4 MILE NORTH OF A
 FR0913'LOW, ROCKY-TOPPED RIDGE, AT THE QUARTER CORNER BETWEEN
 FR0913'SECTIONS 4 AND 5, T. 27 N., R. 5 W., A STANDARD GENERAL
 FR0913'LAND OFFICE DISK, STAMPED S4-S5 1912, SCREWED TO THE TOP
 FR0913'OF A 2-INCH IRON PIPE, PROJECTING ABOUT 2 FEET ABOVE GROUND.
 FR0913'
 FR0913'TO REACH THE STATION FROM THE WAYSIDE CAFE AT THE MAIN
 FR0913'INTERSECTION AT SELIGMAN, GO EASTERLY ON U.S. HIGHWAY 66 FOR
 FR0913'1.0 MILE AND TURN LEFT (NORTH) ON DIRT ROAD AT TEXACO STATION
 FR0913'ON THE LEFT, THENCE 0.2 MILE AND BEAR RIGHT THROUGH GATE,
 FR0913'THENCE NORTH ON THE MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8
 FR0913'MILES TO ROSE WELL RANCH HOUSE, THENCE NORTH ON THE MAIN TRACK
 FR0913'ROAD FOR 0.8 MILE AND KEEP RIGHT FORK, THENCE EAST UP VALLEY
 FR0913'FOR 1.9 MILES TO TOP OF ROCKY GRADE WHERE ROAD CLIMBS OUT OF
 FR0913'VALLEY, TURN RIGHT AND GO SOUTHEAST ACROSS COUNTRY (120 DEGREES
 FR0913'MAGNETIC) FOR 0.4 MILE TO THE STATION.
 FR0913'
 FR0913'NO REFERENCE MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0313 ***********************************************************************
 CF0313  DESIGNATION -  T27S R22W SECS 24 25 CC AZ NM
 CF0313  PID         -  CF0313
 CF0313  STATE/COUNTY-  AZ/COCHISE
 CF0313  USGS QUAD   -  PORTAL NE (1987)
 CF0313
 CF0313                         *CURRENT SURVEY CONTROL
 CF0313  ___________________________________________________________________
 CF0313* NAD 83(1992)-  31 56 06.11634(N)    109 02 56.32390(W)     ADJUSTED  
 CF0313* NAVD 88     -      1275.     (meters)    4183.     (feet)  SCALED    
 CF0313  ___________________________________________________________________
 CF0313  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CF0313  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CF0313  HORZ ORDER  -  SECOND
 CF0313
 CF0313.The horizontal coordinates were established by classical geodetic methods
 CF0313.and adjusted by the National Geodetic Survey in August 1993.
 CF0313
 CF0313.The orthometric height was scaled from a topographic map.
 CF0313
 CF0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0313
 CF0313.The geoid height was determined by GEOID03.
 CF0313
 CF0313;                    North         East     Units Scale Factor Converg.
 CF0313;SPC AZ E     -   104,208.999   319,040.641   MT  1.00003769   +0 35 28.6
 CF0313;SPC AZ E     -   341,893.04  1,046,721.26   iFT  1.00003769   +0 35 28.6
 CF0313;SPC NM W     -   104,310.519   715,054.663   MT  1.00007956   -0 38 35.1
 CF0313;SPC NM W     -   342,225.43  2,345,975.17   sFT  1.00007956   -0 38 35.1
 CF0313;UTM  12      - 3,534,895.918   684,430.016   MT  1.00001951   +1 01 56.3
 CF0313
 CF0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0313!SPC AZ E     -   0.99980401  x   1.00003769  =   0.99984170
 CF0313!SPC NM W     -   0.99980401  x   1.00007956  =   0.99988356
 CF0313!UTM  12      -   0.99980401  x   1.00001951  =   0.99982352
 CF0313
 CF0313:                Primary Azimuth Mark                     Grid Az
 CF0313:SPC AZ E     -  T17S R32E SECS 11 14 CC AZ NM            359 31 32.9
 CF0313:SPC NM W     -  T17S R32E SECS 11 14 CC AZ NM            000 45 36.6
 CF0313:UTM  12      -  T17S R32E SECS 11 14 CC AZ NM            359 05 05.2
 CF0313
 CF0313|---------------------------------------------------------------------|
 CF0313| PID    Reference Object                     Distance      Geod. Az  |
 CF0313|                                                           dddmmss.s |
 CF0313| CF0314 T17S R32E SECS 11 14 CC AZ NM       APPROX. 2.1 KM 0000701.5 |
 CF0313| CC7457 GLO 6 RM 2                           15.176 METERS 08722     |
 CF0313| CC7456 GLO 6 RM 1                           18.966 METERS 35633     |
 CF0313|---------------------------------------------------------------------|
 CF0313
 CF0313                          SUPERSEDED SURVEY CONTROL
 CF0313
 CF0313  NAD 83(1986)-  31 56 06.11489(N)    109 02 56.32152(W) AD(       ) 2
 CF0313  NAD 27      -  31 56 05.78300(N)    109 02 54.10200(W) AD(       ) 2
 CF0313
 CF0313.Superseded values are not recommended for survey control.
 CF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0313.See file dsdata.txt to determine how the superseded data were derived.
 CF0313
 CF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA8443034896(NAD 83)
 CF0313_MARKER: Z = SEE DESCRIPTION
 CF0313_SETTING: 0 = UNSPECIFIED SETTING
 CF0313
 CF0313  HISTORY     - Date     Condition        Report By
 CF0313  HISTORY     - 1938     MONUMENTED       CGS
 CF0313  HISTORY     - 1968     GOOD             CGS
 CF0313
 CF0313                          STATION DESCRIPTION
 CF0313
 CF0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0313'STATION IS A STANDARD GENERAL LAND OFFICE SECTION CORNER
 CF0313'MARK MARKING THE CORNER OF SECS. 24 AND 25, T 27 S, R 22 W.
 CF0313'THE PIPE IS REINFORCED BY A CONCRETE BLOCK 12- BY 12-INCH,
 CF0313'PROJECTING 6 INCHES ABOVE THE GROUND.  A SMALL TRIANGLE IS
 CF0313'STAMPED ON THE MARK WITH A DOT IN THE CENTER MARKING THE STATION
 CF0313'POINT.  IT IS STAMPED 1935 U.S.C. AND G.S. - 6 IN.
 CF0313'
 CF0313'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 CF0313'AS DESCRIBED.
 CF0313'
 CF0313'THE REFERENCE MARKS ARE STAMPED G L O - 6, 1935 ALTHOUGH THE
 CF0313'STATION WAS NOT OCCUPIED IN THAT YEAR.
 CF0313'
 CF0313'TO REACH STATION FROM ROAD FORKS, GO S AND SW ON U.S. HIGHWAY
 CF0313'80, 22.75 MILES TO A GATE AND RANCH HOUSE ON RIGHT.  THIS
 CF0313'POINT IS 1.25 MILES N OF THE JUNCTION OF STATE ROUTE 3 AND
 CF0313'U.S. HIGHWAY 80.  TURN RIGHT THROUGH THE WIRE GATE AND GO 0.15
 CF0313'MILE TO THE RANCH HOUSE.  PASS TO THE LEFT, S, OF THE HOUSE
 CF0313'AND GO THROUGH TWO GATES IN THE CORRAL AT THE BACK OF THE
 CF0313'HOUSE, THEN GO SW ON A TRACK ROAD 0.7 MILE TO THE TRACK ROAD
 CF0313'N AND S ALONG THE STATE LINE.  TURN LEFT, S, AND GO 0.05 MILE
 CF0313'TO STATION.
 CF0313'
 CF0313'AZIMUTH MARK IS G.L.O. PIPE ON THE STATE LINE 1.3 MILES N
 CF0313'OF THE STATION.
 CF0313'
 CF0313'STATION IS MARKED--T 27 S, R 22 W, C S 24.  C S 25 GLO 6, MARKED
 CF0313'THUS--STAMPED B C AND GS.
 CF0313
 CF0313                          STATION RECOVERY (1968)
 CF0313
 CF0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 CF0313'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 CF0313'CONDITION.
 CF0313'
 CF0313'TO REACH THE STATION FROM RODEO, NEW MEXICO, GO NORTH ON
 CF0313'HIGHWAY 80 FOR 7.3 MILES TO A GATE ON THE WEST SIDE OF THE
 CF0313'HIGHWAY.  TURN LEFT (WEST) AND GO WEST ON A TRACK ROAD FOR
 CF0313'0.2 MILES TO A WINDMILL AND CORRAL.  CONTINUE WESTER LY ON
 CF0313'THAT TRACK ROAD FOR 0.7 MILES TO A NORTH-SOUTH TRACK ROAD.
 CF0313'TURN LEFT (SOUTH) AND GO 0.05 MILES TO THE STATION ON THE RIGHT.
 CF0313'
 CF0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.3 MILES
 CF0313'NNW OF RODEO, NEW MEXICO
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0658 ***********************************************************************
 FS0658  DESIGNATION -  T29S R22W SECS 10 15 1/4 COR
 FS0658  PID         -  FS0658
 FS0658  STATE/COUNTY-  AZ/MOHAVE
 FS0658  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0658
 FS0658                         *CURRENT SURVEY CONTROL
 FS0658  ___________________________________________________________________
 FS0658* NAD 83(1992)-  35 28 30.61982(N)    114 36 56.82672(W)     ADJUSTED  
 FS0658* NAVD 88     -       289.991  (meters)     951.41   (feet)  POSTED    
 FS0658  ___________________________________________________________________
 FS0658  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 FS0658  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 FS0658  DYNAMIC HT  -         289.700 (meters)     950.46  (feet)  COMP
 FS0658  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 FS0658
 FS0658  HORZ ORDER  -  THIRD
 FS0658  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0658
 FS0658.The horizontal coordinates were established by classical geodetic methods
 FS0658.and adjusted by the National Geodetic Survey in August 1993.
 FS0658
 FS0658.The orthometric height was determined by differential leveling
 FS0658.and adjusted by the  in 1992.
 FS0658.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0658.was located on a no-check spur therefore a value was not computed.
 FS0658.No vertical observational check was made to the station.
 FS0658
 FS0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0658
 FS0658.The geoid height was determined by GEOID03.
 FS0658
 FS0658.The dynamic height is computed by dividing the NAVD 88
 FS0658.geopotential number by the normal gravity value computed on the
 FS0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0658.degrees latitude (g = 980.6199 gals.).
 FS0658
 FS0658.The modeled gravity was interpolated from observed gravity values.
 FS0658
 FS0658;                    North         East     Units Scale Factor Converg.
 FS0658;SPC AZ W     -   496,647.971   134,787.925   MT  1.00000939   -0 30 08.9
 FS0658;SPC AZ W     - 1,629,422.48    442,217.60   iFT  1.00000939   -0 30 08.9
 FS0658;SPC NV E     - 8,080,874.753   287,804.651   MT  0.99999498   +0 33 41.6
 FS0658;SPC NV E     -26,512,003.25    944,239.09   sFT  0.99999498   +0 33 41.6
 FS0658;UTM  11      - 3,928,352.832   716,318.898   MT  1.00017669   +1 23 03.2
 FS0658
 FS0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0658!SPC AZ W     -   0.99995909  x   1.00000939  =   0.99996848
 FS0658!SPC NV E     -   0.99995909  x   0.99999498  =   0.99995407
 FS0658!UTM  11      -   0.99995909  x   1.00017669  =   1.00013577
 FS0658
 FS0658                          SUPERSEDED SURVEY CONTROL
 FS0658
 FS0658  NAD 83(1986)-  35 28 30.61967(N)    114 36 56.81700(W) AD(       ) 4
 FS0658  NAD 27      -  35 28 30.64200(N)    114 36 53.92600(W) AD(       ) 3
 FS0658  NGVD 29 (??/??/92)  289.283  (m)          949.09   (f) ADJ UNCH    1 2
 FS0658
 FS0658.Superseded values are not recommended for survey control.
 FS0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0658.See file dsdata.txt to determine how the superseded data were derived.
 FS0658
 FS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1631928353(NAD 83)
 FS0658_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FS0658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0658_STAMPING: S 110 S 15 1916
 FS0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0658
 FS0658  HISTORY     - Date     Condition        Report By
 FS0658  HISTORY     - UNK      MONUMENTED       USGLO
 FS0658  HISTORY     - 1950     GOOD             NGS
 FS0658
 FS0658                          STATION DESCRIPTION
 FS0658
 FS0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0658'25.3 MI W FROM GRASSHOPPER JUNCTION.
 FS0658'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0658'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.9 MILES WEST
 FS0658'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, ON THE
 FS0658'SOUTHEAST SLOPE OF A PROMINENT GRAVEL RIDGE ABOUT 250 YARDS LONG,
 FS0658'129 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 39.4 FEET SOUTH
 FS0658'OF TRIANGULATION-STATION GLOW, ABOUT 6 FEET HIGHER THAN THE ROAD,
 FS0658'AND RIVETED ON TOP OF A 1-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE
 FS0658'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1712 ***********************************************************************
 DV1712  DESIGNATION -  T2N R1E SEC 16 1/4 COR WEST
 DV1712  PID         -  DV1712
 DV1712  STATE/COUNTY-  AZ/MARICOPA
 DV1712  USGS QUAD   -  EL MIRAGE (1982)
 DV1712
 DV1712                         *CURRENT SURVEY CONTROL
 DV1712  ___________________________________________________________________
 DV1712* NAD 83(1986)-  33 30 56.     (N)    112 16 22.     (W)     SCALED    
 DV1712* NAVD 88     -       319.985  (meters)    1049.82   (feet)  ADJUSTED  
 DV1712  ___________________________________________________________________
 DV1712  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV1712  DYNAMIC HT  -         319.608 (meters)    1048.58  (feet)  COMP
 DV1712  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 DV1712
 DV1712  VERT ORDER  -  SECOND    CLASS I
 DV1712
 DV1712.The horizontal coordinates were scaled from a topographic map and have
 DV1712.an estimated accuracy of +/- 6 seconds.
 DV1712
 DV1712.The orthometric height was determined by differential leveling
 DV1712.and adjusted in November 1993.
 DV1712
 DV1712.The geoid height was determined by GEOID03.
 DV1712
 DV1712.The dynamic height is computed by dividing the NAVD 88
 DV1712.geopotential number by the normal gravity value computed on the
 DV1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1712.degrees latitude (g = 980.6199 gals.).
 DV1712
 DV1712.The modeled gravity was interpolated from observed gravity values.
 DV1712
 DV1712;                    North         East    Units  Estimated Accuracy
 DV1712;SPC AZ C     -   278,980.      180,280.      MT  (+/- 180 meters Scaled)
 DV1712
 DV1712                          SUPERSEDED SURVEY CONTROL
 DV1712
 DV1712.No superseded survey control is available for this station.
 DV1712
 DV1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817091(NAD 83)
 DV1712_MARKER: DD = SURVEY DISK
 DV1712_SETTING: 0 = UNSPECIFIED SETTING
 DV1712_SP_SET: CONCRETE
 DV1712_MARK LOGO: AZ-013
 DV1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1712+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DV1712
 DV1712  HISTORY     - Date     Condition        Report By
 DV1712  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1712  HISTORY     - 1982     GOOD             AZDT
 DV1712  HISTORY     - 20070308 GOOD             GEOCAC
 DV1712  HISTORY     - 20080830 GOOD             GEOCAC
 DV1712
 DV1712                          STATION DESCRIPTION
 DV1712
 DV1712'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1712'5.9 KM (3.7 MI) NORTH FROM TOLLESON.
 DV1712'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH 3.7 MI
 DV1712'(5.9 KM) TO THE STATION, 10 FT (3.05 METERS) WEST OF THE CENTERLINE OF
 DV1712'99TH AVENUE, 12.0 FT (3.66 METERS) EAST OF EAST EDGE OF CANAL, 32 FT
 DV1712'(9.75 METERS) WEST OF POWER POLE 6/3, 28 FT (8.53 METERS) NORTH OF
 DV1712'EXTENSION OF CANAL GATE, A STANDARD BRASS CAP SET IN CONCRETE FLUSH
 DV1712'WITH ASPHALT.  NOTE--THE MARK IS NOT STAMPED.
 DV1712
 DV1712                          STATION RECOVERY (2007)
 DV1712
 DV1712'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1712'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS NOW BELOW THE
 DV1712'LEVEL OF THE PAVEMENT AND IS ACCESSED VIA A HANDWELL.
 DV1712
 DV1712                          STATION RECOVERY (2008)
 DV1712
 DV1712'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DV1712'SPOTTED DISK THROUGH SECURITY FENCE, BUT COULD NOT GET CLOSE ENOUGH TO
 DV1712'VERIFY STAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1711 ***********************************************************************
 DV1711  DESIGNATION -  T2N R1E SEC 21 NW COR
 DV1711  PID         -  DV1711
 DV1711  STATE/COUNTY-  AZ/MARICOPA
 DV1711  USGS QUAD   -  EL MIRAGE (1982)
 DV1711
 DV1711                         *CURRENT SURVEY CONTROL
 DV1711  ___________________________________________________________________
 DV1711* NAD 83(1986)-  33 30 29.     (N)    112 16 22.     (W)     SCALED    
 DV1711* NAVD 88     -       318.312  (meters)    1044.33   (feet)  ADJUSTED  
 DV1711  ___________________________________________________________________
 DV1711  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DV1711  DYNAMIC HT  -         317.937 (meters)    1043.10  (feet)  COMP
 DV1711  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 DV1711
 DV1711  VERT ORDER  -  SECOND    CLASS I
 DV1711
 DV1711.The horizontal coordinates were scaled from a topographic map and have
 DV1711.an estimated accuracy of +/- 6 seconds.
 DV1711
 DV1711.The orthometric height was determined by differential leveling
 DV1711.and adjusted in November 1993.
 DV1711
 DV1711.The geoid height was determined by GEOID03.
 DV1711
 DV1711.The dynamic height is computed by dividing the NAVD 88
 DV1711.geopotential number by the normal gravity value computed on the
 DV1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1711.degrees latitude (g = 980.6199 gals.).
 DV1711
 DV1711.The modeled gravity was interpolated from observed gravity values.
 DV1711
 DV1711;                    North         East    Units  Estimated Accuracy
 DV1711;SPC AZ C     -   278,150.      180,280.      MT  (+/- 180 meters Scaled)
 DV1711
 DV1711                          SUPERSEDED SURVEY CONTROL
 DV1711
 DV1711.No superseded survey control is available for this station.
 DV1711
 DV1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817083(NAD 83)
 DV1711_MARKER: DD = SURVEY DISK
 DV1711_SETTING: 0 = UNSPECIFIED SETTING
 DV1711_SP_SET: CONCRETE
 DV1711_MARK LOGO: AZ-013
 DV1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1711
 DV1711  HISTORY     - Date     Condition        Report By
 DV1711  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1711  HISTORY     - 1982     GOOD             AZDT
 DV1711  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1711
 DV1711                          STATION DESCRIPTION
 DV1711
 DV1711'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1711'5.1 KM (3.2 MI) NORTH FROM TOLLESON.
 DV1711'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH 3.2 MI
 DV1711'(5.1 KM) TO THE STATION, 11.0 FT (3.35 METERS) WEST OF THE CENTERLINE
 DV1711'OF 99TH AVENUE, 20 FT (6.10 METERS) EAST OF THE CENTERLINE OF A
 DV1711'NORTH-SOUTH CANAL, 28 FT (8.53 METERS) SOUTHWEST OF POWER POLE 5/10 2E
 DV1711'9N, A STANDARD MARICOPA COUNTY BRASS CAP IN CONCRETE FLUSH WITH
 DV1711'ASPHALT IN THE INTERSECTION OF 99TH AND CAMELBACK ROAD.
 DV1711'NOTE--THE MARK IS NOT STAMPED.
 DV1711
 DV1711                          STATION RECOVERY (2006)
 DV1711
 DV1711'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1701 ***********************************************************************
 DV1701  DESIGNATION -  T2N R1E SEC 28 1/4 COR WEST
 DV1701  PID         -  DV1701
 DV1701  STATE/COUNTY-  AZ/MARICOPA
 DV1701  USGS QUAD   -  TOLLESON (1982)
 DV1701
 DV1701                         *CURRENT SURVEY CONTROL
 DV1701  ___________________________________________________________________
 DV1701* NAD 83(1986)-  33 29 10.     (N)    112 16 22.     (W)     SCALED    
 DV1701* NAVD 88     -       314.535  (meters)    1031.94   (feet)  ADJUSTED  
 DV1701  ___________________________________________________________________
 DV1701  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1701  DYNAMIC HT  -         314.166 (meters)    1030.73  (feet)  COMP
 DV1701  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 DV1701
 DV1701  VERT ORDER  -  SECOND    CLASS I
 DV1701
 DV1701.The horizontal coordinates were scaled from a topographic map and have
 DV1701.an estimated accuracy of +/- 6 seconds.
 DV1701
 DV1701.The orthometric height was determined by differential leveling
 DV1701.and adjusted in November 1993.
 DV1701
 DV1701.The geoid height was determined by GEOID03.
 DV1701
 DV1701.The dynamic height is computed by dividing the NAVD 88
 DV1701.geopotential number by the normal gravity value computed on the
 DV1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1701.degrees latitude (g = 980.6199 gals.).
 DV1701
 DV1701.The modeled gravity was interpolated from observed gravity values.
 DV1701
 DV1701;                    North         East    Units  Estimated Accuracy
 DV1701;SPC AZ C     -   275,720.      180,270.      MT  (+/- 180 meters Scaled)
 DV1701
 DV1701                          SUPERSEDED SURVEY CONTROL
 DV1701
 DV1701.No superseded survey control is available for this station.
 DV1701
 DV1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817059(NAD 83)
 DV1701_MARKER: DD = SURVEY DISK
 DV1701_SETTING: 0 = UNSPECIFIED SETTING
 DV1701_SP_SET: CONCRETE
 DV1701_MARK LOGO: AZ-013
 DV1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1701+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 DV1701
 DV1701  HISTORY     - Date     Condition        Report By
 DV1701  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1701  HISTORY     - 1982     GOOD             AZDT
 DV1701  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1701  HISTORY     - 20070308 GOOD             GEOCAC
 DV1701
 DV1701                          STATION DESCRIPTION
 DV1701
 DV1701'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1701'2.74 KM (1.7 MI) NORTH FROM TOLLESON.
 DV1701'FROM THE INTERSECTION OF INTERSTATE 10 IN TOLLESON TRAVEL NORTH ON
 DV1701'99TH AVENUE FOR 1.7 MI (2.74 KM) TO THE STATION ON THE WEST SIDE OF
 DV1701'ROAD, 9.3 FT (2.8 METERS) WEST OF CENTERLINE 99TH AVENUE, 15.5 FT
 DV1701'(4.72 METERS) EAST OF EAST EDGE OF NORTH-SOUTH CANAL, 16.5 FT
 DV1701'(5.03 METERS) SOUTH OF CENTERLINE OF DRIVE ACROSS CANAL, A STANDARD
 DV1701'MARICOPA COUNTY BRASS CAP IN CONCRETE FLUSH WITH PAVEMENT.
 DV1701'NOTE--THE MARK IS NOT STAMPED.
 DV1701
 DV1701                          STATION RECOVERY (2006)
 DV1701
 DV1701'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1701'MARK NOT FOUND.
 DV1701
 DV1701                          STATION RECOVERY (2007)
 DV1701
 DV1701'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1701'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS NOW BELOW THE
 DV1701'LEVEL OF THE PAVEMENT AND IS ACCESSED VIA A HANDWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1696 ***********************************************************************
 DV1696  DESIGNATION -  T2N R1E SEC 33 1/4 COR WEST
 DV1696  PID         -  DV1696
 DV1696  STATE/COUNTY-  AZ/MARICOPA
 DV1696  USGS QUAD   -  TOLLESON (1982)
 DV1696
 DV1696                         *CURRENT SURVEY CONTROL
 DV1696  ___________________________________________________________________
 DV1696* NAD 83(1986)-  33 28 19.     (N)    112 16 22.     (W)     SCALED    
 DV1696* NAVD 88     -       313.423  (meters)    1028.29   (feet)  ADJUSTED  
 DV1696  ___________________________________________________________________
 DV1696  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1696  DYNAMIC HT  -         313.056 (meters)    1027.08  (feet)  COMP
 DV1696  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 DV1696
 DV1696  VERT ORDER  -  SECOND    CLASS I
 DV1696
 DV1696.The horizontal coordinates were scaled from a topographic map and have
 DV1696.an estimated accuracy of +/- 6 seconds.
 DV1696
 DV1696.The orthometric height was determined by differential leveling
 DV1696.and adjusted in November 1993.
 DV1696
 DV1696.The geoid height was determined by GEOID03.
 DV1696
 DV1696.The dynamic height is computed by dividing the NAVD 88
 DV1696.geopotential number by the normal gravity value computed on the
 DV1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1696.degrees latitude (g = 980.6199 gals.).
 DV1696
 DV1696.The modeled gravity was interpolated from observed gravity values.
 DV1696
 DV1696;                    North         East    Units  Estimated Accuracy
 DV1696;SPC AZ C     -   274,150.      180,260.      MT  (+/- 180 meters Scaled)
 DV1696
 DV1696                          SUPERSEDED SURVEY CONTROL
 DV1696
 DV1696.No superseded survey control is available for this station.
 DV1696
 DV1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817043(NAD 83)
 DV1696_MARKER: DD = SURVEY DISK
 DV1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1696_SP_SET: CONCRETE POST
 DV1696_MARK LOGO: AZ-013
 DV1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1696+STABILITY: SURFACE MOTION
 DV1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1696+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 DV1696
 DV1696  HISTORY     - Date     Condition        Report By
 DV1696  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1696  HISTORY     - 1982     GOOD             AZDT
 DV1696  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1696  HISTORY     - 20070710 GOOD             GEOCAC
 DV1696
 DV1696                          STATION DESCRIPTION
 DV1696
 DV1696'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1696'IN TOLLESON.
 DV1696'IN TOLLESON, FROM THE INTERSECTION OF INTERSTATE 10 TRAVEL NORTH ALONG
 DV1696'99TH AVENUE FOR 0.7 MI (1.13 KM) TO THE STATION, 7.2 FT (2.24 M ) WEST
 DV1696'OF CENTERLINE 99TH AVENUE, 24.2 FT (7.54 METERS) EAST OF CENTERLINE OF
 DV1696'A NORTH-SOUTH CANAL, A STANDARD MARCOPA COUNTY BRASS CAP.
 DV1696'NOTE--THE MARK IS NOT STAMPED.
 DV1696
 DV1696                          STATION RECOVERY (2006)
 DV1696
 DV1696'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1696'MARK NOT FOUND.
 DV1696
 DV1696                          STATION RECOVERY (2007)
 DV1696
 DV1696'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1699 ***********************************************************************
 DV1699  DESIGNATION -  T2N R1E SEC 33 NW COR
 DV1699  PID         -  DV1699
 DV1699  STATE/COUNTY-  AZ/MARICOPA
 DV1699  USGS QUAD   -  TOLLESON (1982)
 DV1699
 DV1699                         *CURRENT SURVEY CONTROL
 DV1699  ___________________________________________________________________
 DV1699* NAD 83(1986)-  33 28 45.     (N)    112 16 22.     (W)     SCALED    
 DV1699* NAVD 88     -       313.459  (meters)    1028.41   (feet)  ADJUSTED  
 DV1699  ___________________________________________________________________
 DV1699  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV1699  DYNAMIC HT  -         313.091 (meters)    1027.20  (feet)  COMP
 DV1699  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DV1699
 DV1699  VERT ORDER  -  SECOND    CLASS I
 DV1699
 DV1699.The horizontal coordinates were scaled from a topographic map and have
 DV1699.an estimated accuracy of +/- 6 seconds.
 DV1699
 DV1699.The orthometric height was determined by differential leveling
 DV1699.and adjusted in November 1993.
 DV1699
 DV1699.The geoid height was determined by GEOID03.
 DV1699
 DV1699.The dynamic height is computed by dividing the NAVD 88
 DV1699.geopotential number by the normal gravity value computed on the
 DV1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1699.degrees latitude (g = 980.6199 gals.).
 DV1699
 DV1699.The modeled gravity was interpolated from observed gravity values.
 DV1699
 DV1699;                    North         East    Units  Estimated Accuracy
 DV1699;SPC AZ C     -   274,950.      180,270.      MT  (+/- 180 meters Scaled)
 DV1699
 DV1699                          SUPERSEDED SURVEY CONTROL
 DV1699
 DV1699.No superseded survey control is available for this station.
 DV1699
 DV1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817051(NAD 83)
 DV1699_MARKER: DD = SURVEY DISK
 DV1699_SETTING: 0 = UNSPECIFIED SETTING
 DV1699_SP_SET: CONCRETE HANDHOLE
 DV1699_MARK LOGO: AZ-013
 DV1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1699+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1699
 DV1699  HISTORY     - Date     Condition        Report By
 DV1699  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1699  HISTORY     - 1982     GOOD             AZDT
 DV1699  HISTORY     - 19950210 GOOD             USPSQD
 DV1699  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1699
 DV1699                          STATION DESCRIPTION
 DV1699
 DV1699'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1699'IN TOLLESON.
 DV1699'IN TOLLESON, FROM THE INTERSECTION OF INTERSTATE 10 TRAVEL NORTH ON
 DV1699'99TH AVENUE FOR 1.2 MI (1.9 KM) TO THE STATION IN THE INTERSECTION OF
 DV1699'99TH AVENUE AND THOMAS ROAD, 1.5 FT (0.45 METERS) WEST OF CENTERLINE
 DV1699'OF 99TH AVENUE, 47.0 FT (14.33 METERS) NORTHEAST OF POWER POLE NUMBER
 DV1699'90, 51 FT (15.54 METERS) SOUTHEAST OF SOUTHEAST FENCE CORNER OF PUMP
 DV1699'STATION, A STANDARD MARICOPA COUNTY BRASS CAP IN A CONCRETE HANDHOLE.
 DV1699'NOTE--THE MARK IS NOT STAMPED.
 DV1699
 DV1699                          STATION RECOVERY (1995)
 DV1699
 DV1699'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1699'RECOVERED IN GOOD CONDITION.
 DV1699
 DV1699                          STATION RECOVERY (2006)
 DV1699
 DV1699'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1720 ***********************************************************************
 DV1720  DESIGNATION -  T2N R1E SEC 9 1/4 COR WEST
 DV1720  PID         -  DV1720
 DV1720  STATE/COUNTY-  AZ/MARICOPA
 DV1720  USGS QUAD   -  EL MIRAGE (1982)
 DV1720
 DV1720                         *CURRENT SURVEY CONTROL
 DV1720  ___________________________________________________________________
 DV1720* NAD 83(1986)-  33 31 48.     (N)    112 16 15.     (W)     SCALED    
 DV1720* NAVD 88     -       323.439  (meters)    1061.15   (feet)  ADJUSTED  
 DV1720  ___________________________________________________________________
 DV1720  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV1720  DYNAMIC HT  -         323.058 (meters)    1059.90  (feet)  COMP
 DV1720  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 DV1720
 DV1720  VERT ORDER  -  SECOND    CLASS I
 DV1720
 DV1720.The horizontal coordinates were scaled from a topographic map and have
 DV1720.an estimated accuracy of +/- 6 seconds.
 DV1720
 DV1720.The orthometric height was determined by differential leveling
 DV1720.and adjusted in November 1993.
 DV1720
 DV1720.The geoid height was determined by GEOID03.
 DV1720
 DV1720.The dynamic height is computed by dividing the NAVD 88
 DV1720.geopotential number by the normal gravity value computed on the
 DV1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1720.degrees latitude (g = 980.6199 gals.).
 DV1720
 DV1720.The modeled gravity was interpolated from observed gravity values.
 DV1720
 DV1720;                    North         East    Units  Estimated Accuracy
 DV1720;SPC AZ C     -   280,580.      180,460.      MT  (+/- 180 meters Scaled)
 DV1720
 DV1720                          SUPERSEDED SURVEY CONTROL
 DV1720
 DV1720.No superseded survey control is available for this station.
 DV1720
 DV1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC819107(NAD 83)
 DV1720_MARKER: DD = SURVEY DISK
 DV1720_SETTING: 0 = UNSPECIFIED SETTING
 DV1720_SP_SET: CONCRETE
 DV1720_MARK LOGO: AZ-013
 DV1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1720+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1720
 DV1720  HISTORY     - Date     Condition        Report By
 DV1720  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1720  HISTORY     - 1982     GOOD             AZDT
 DV1720  HISTORY     - 20060324 GOOD             USPSQD
 DV1720
 DV1720                          STATION DESCRIPTION
 DV1720
 DV1720'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1720'7.57 KM (4.7 MI) NORTH FROM TOLLESON.
 DV1720'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH 4.7 MI
 DV1720'(7.57 KM) ALONG 99TH AVENUE TO THE STATION ON CENTERLINE, 59 FT
 DV1720'(17.98 METERS) WEST OF NORTHWEST CORNER OF PUMP YARD FENCE, 24 FT
 DV1720'(7.32 METERS) WEST OF CONCRETE HEADWALL ON EAST SIDE OF 99TH AVENUE,
 DV1720'68 FT (20.73 METERS) NORTHWEST OF POWER POLE 1G/1, A STANDARD BRASS
 DV1720'CAP SET IN CONCRETE FLUSH WITH THE ASPHALT.
 DV1720'NOTE--THE MARK IS NOT STAMPED.
 DV1720
 DV1720                          STATION RECOVERY (2006)
 DV1720
 DV1720'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1721 ***********************************************************************
 DV1721  DESIGNATION -  T2N R1E SEC 9 NW COR
 DV1721  PID         -  DV1721
 DV1721  STATE/COUNTY-  AZ/MARICOPA
 DV1721  USGS QUAD   -  EL MIRAGE (1982)
 DV1721
 DV1721                         *CURRENT SURVEY CONTROL
 DV1721  ___________________________________________________________________
 DV1721* NAD 83(1986)-  33 32 14.     (N)    112 16 15.     (W)     SCALED    
 DV1721* NAVD 88     -       325.820  (meters)    1068.96   (feet)  ADJUSTED  
 DV1721  ___________________________________________________________________
 DV1721  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV1721  DYNAMIC HT  -         325.438 (meters)    1067.71  (feet)  COMP
 DV1721  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 DV1721
 DV1721  VERT ORDER  -  SECOND    CLASS I
 DV1721
 DV1721.The horizontal coordinates were scaled from a topographic map and have
 DV1721.an estimated accuracy of +/- 6 seconds.
 DV1721
 DV1721.The orthometric height was determined by differential leveling
 DV1721.and adjusted in November 1993.
 DV1721
 DV1721.The geoid height was determined by GEOID03.
 DV1721
 DV1721.The dynamic height is computed by dividing the NAVD 88
 DV1721.geopotential number by the normal gravity value computed on the
 DV1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1721.degrees latitude (g = 980.6199 gals.).
 DV1721
 DV1721.The modeled gravity was interpolated from observed gravity values.
 DV1721
 DV1721;                    North         East    Units  Estimated Accuracy
 DV1721;SPC AZ C     -   281,390.      180,470.      MT  (+/- 180 meters Scaled)
 DV1721
 DV1721                          SUPERSEDED SURVEY CONTROL
 DV1721
 DV1721.No superseded survey control is available for this station.
 DV1721
 DV1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC820115(NAD 83)
 DV1721_MARKER: DD = SURVEY DISK
 DV1721_SETTING: 0 = UNSPECIFIED SETTING
 DV1721_SP_SET: CONCRETE
 DV1721_MARK LOGO: AZ-013
 DV1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1721+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DV1721
 DV1721  HISTORY     - Date     Condition        Report By
 DV1721  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1721  HISTORY     - 1982     GOOD             AZDT
 DV1721  HISTORY     - 20060324 GOOD             USPSQD
 DV1721
 DV1721                          STATION DESCRIPTION
 DV1721
 DV1721'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1721'8.37 KM (5.2 MI) NORTH FROM TOLLESON.
 DV1721'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH 5.2 MI
 DV1721'(8.37 KM) ALONG 99TH AVENUE TO GLENDALE AVENUE AND THE STATION IN THE
 DV1721'INTERSECTION, 68.3 FT (20.82 METERS) SOUTH OF THE SOUTH END OF NORTH
 DV1721'MEDIAN DIVIDER, 53.5 (16.31 METERS) NORTH OF NORTH END OF SOUTH MEDIAN
 DV1721'DIVIDER, A STANDARD BRASS CAP IN CONCRETE FLUSH WITH ASPHALT.
 DV1721'NOTE--THE MARK IS NOT STAMPED.
 DV1721
 DV1721                          STATION RECOVERY (2006)
 DV1721
 DV1721'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1786 ***********************************************************************
 DU1786  DESIGNATION -  T2N R4E SEC 15 NE COR
 DU1786  PID         -  DU1786
 DU1786  STATE/COUNTY-  AZ/MARICOPA
 DU1786  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1786
 DU1786                         *CURRENT SURVEY CONTROL
 DU1786  ___________________________________________________________________
 DU1786* NAD 83(1986)-  33 31 26.     (N)    111 55 34.     (W)     SCALED    
 DU1786* NAVD 88     -       396.882  (meters)    1302.10   (feet)  ADJUSTED  
 DU1786  ___________________________________________________________________
 DU1786  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1786  DYNAMIC HT  -         396.419 (meters)    1300.58  (feet)  COMP
 DU1786  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 DU1786
 DU1786  VERT ORDER  -  SECOND    CLASS I
 DU1786
 DU1786.The horizontal coordinates were scaled from a topographic map and have
 DU1786.an estimated accuracy of +/- 6 seconds.
 DU1786
 DU1786.The orthometric height was determined by differential leveling
 DU1786.and adjusted in November 1993.
 DU1786
 DU1786.The geoid height was determined by GEOID03.
 DU1786
 DU1786.The dynamic height is computed by dividing the NAVD 88
 DU1786.geopotential number by the normal gravity value computed on the
 DU1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1786.degrees latitude (g = 980.6199 gals.).
 DU1786
 DU1786.The modeled gravity was interpolated from observed gravity values.
 DU1786
 DU1786;                    North         East    Units  Estimated Accuracy
 DU1786;SPC AZ C     -   279,850.      212,480.      MT  (+/- 180 meters Scaled)
 DU1786
 DU1786                          SUPERSEDED SURVEY CONTROL
 DU1786
 DU1786.No superseded survey control is available for this station.
 DU1786
 DU1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC140097(NAD 83)
 DU1786_MARKER: DD = SURVEY DISK
 DU1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1786_SP_SET: CONCRETE POST
 DU1786_MARK LOGO: AZ0420
 DU1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1786+STABILITY: SURFACE MOTION
 DU1786
 DU1786  HISTORY     - Date     Condition        Report By
 DU1786  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1786  HISTORY     - 1984     GOOD             AZDT
 DU1786  HISTORY     - 19950210 GOOD             USPSQD
 DU1786  HISTORY     - 20051205 GOOD             USPSQD
 DU1786
 DU1786                          STATION DESCRIPTION
 DU1786
 DU1786'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1786'IN SCOTTSDALE.
 DU1786'IN NORTH SCOTTSDALE, FROM THE INTERSECTION OF SHEA BOULEVARD AND
 DU1786'HAYDEN ROAD TRAVEL SOUTH ALONG HAYDEN ROAD FOR 7.24 KM (4.5 MI) TO
 DU1786'MCDONALD DRIVE, THENCE WEST FOR 1.61 KM (1.0 MI) TO SCOTTSDALE ROAD
 DU1786'AND THE MARK AT THE INTERSECTION, 18.35 METERS (60.20 FT) SOUTH OF
 DU1786'TRAFFIC POLE IN NORTH MEDIAN, 19.60 METERS (64.30 FT) NORTH OF TRAFFIC
 DU1786'LIGHT POLE IN THE SOUTH MEDIAN, 28.71 METERS (94.20 FT) SOUTHEAST OF
 DU1786'FIRE HYDRANT, AND A BRASS CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT
 DU1786'STAMPED.
 DU1786
 DU1786                          STATION RECOVERY (1995)
 DU1786
 DU1786'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1786'RECOVERED IN GOOD CONDITION.
 DU1786
 DU1786                          STATION RECOVERY (2005)
 DU1786
 DU1786'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DU1786'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1787 ***********************************************************************
 DU1787  DESIGNATION -  T2N R4E SEC 16 1/4 COR N
 DU1787  PID         -  DU1787
 DU1787  STATE/COUNTY-  AZ/MARICOPA
 DU1787  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1787
 DU1787                         *CURRENT SURVEY CONTROL
 DU1787  ___________________________________________________________________
 DU1787* NAD 83(1986)-  33 31 26.     (N)    111 57 11.     (W)     SCALED    
 DU1787* NAVD 88     -       427.140  (meters)    1401.38   (feet)  ADJUSTED  
 DU1787  ___________________________________________________________________
 DU1787  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1787  DYNAMIC HT  -         426.643 (meters)    1399.74  (feet)  COMP
 DU1787  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 DU1787
 DU1787  VERT ORDER  -  SECOND    CLASS I
 DU1787
 DU1787.The horizontal coordinates were scaled from a topographic map and have
 DU1787.an estimated accuracy of +/- 6 seconds.
 DU1787
 DU1787.The orthometric height was determined by differential leveling
 DU1787.and adjusted in November 1993.
 DU1787
 DU1787.The geoid height was determined by GEOID03.
 DU1787
 DU1787.The dynamic height is computed by dividing the NAVD 88
 DU1787.geopotential number by the normal gravity value computed on the
 DU1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1787.degrees latitude (g = 980.6199 gals.).
 DU1787
 DU1787.The modeled gravity was interpolated from observed gravity values.
 DU1787
 DU1787;                    North         East    Units  Estimated Accuracy
 DU1787;SPC AZ C     -   279,850.      209,980.      MT  (+/- 180 meters Scaled)
 DU1787
 DU1787                          SUPERSEDED SURVEY CONTROL
 DU1787
 DU1787.No superseded survey control is available for this station.
 DU1787
 DU1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC114097(NAD 83)
 DU1787_MARKER: DD = SURVEY DISK
 DU1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1787_SP_SET: CONCRETE POST
 DU1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1787+STABILITY: SURFACE MOTION
 DU1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1787+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU1787
 DU1787  HISTORY     - Date     Condition        Report By
 DU1787  HISTORY     - UNK      MONUMENTED       USGS
 DU1787  HISTORY     - 1984     GOOD             AZDT
 DU1787  HISTORY     - 20060827 GOOD             GEOCAC
 DU1787
 DU1787                          STATION DESCRIPTION
 DU1787
 DU1787'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1787'IN PARADISE VALLEY.
 DU1787'FROM THE INTERSECTION OF HAYDEN ROAD AND MCDONALD DRIVE IN SCOTTSDALE
 DU1787'TRAVEL WEST ALONG MCDONALD FOR 4.02 KM (2.5 MI) TO THE MARK ON
 DU1787'CENTERLINE, 9.72 METERS (31.9 FT) NORTH OF POWER POLE 59.15,
 DU1787'13.29 METERS (43.60 FT) SOUTH OF THE SOUTHWEST CORNER OF A 4-FOOT
 DU1787'FENCE, 10.35 METERS (33.95 FT) NORTHEAST OF THE CENTER OF A
 DU1787'WATER METER BOX, AND A CITY OF PARADISE VALLEY BRASS CAP FLUSH.
 DU1787'NOTE--THE MARK IS NOT STAMPED.
 DU1787
 DU1787                          STATION RECOVERY (2006)
 DU1787
 DU1787'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1787'IN THE INTERSECTION OF 59TH PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1539 ***********************************************************************
 DU1539  DESIGNATION -  T2N R7E SEC 19 1/4 COR WEST
 DU1539  PID         -  DU1539
 DU1539  STATE/COUNTY-  AZ/MARICOPA
 DU1539  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1539
 DU1539                         *CURRENT SURVEY CONTROL
 DU1539  ___________________________________________________________________
 DU1539* NAD 83(1986)-  33 30 12.     (N)    111 41 02.     (W)     SCALED    
 DU1539* NAVD 88     -       461.85   (+/-2cm)    1515.3    (feet)  VERTCON   
 DU1539  ___________________________________________________________________
 DU1539  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1539  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1539
 DU1539.The horizontal coordinates were scaled from a topographic map and have
 DU1539.an estimated accuracy of +/- 6 seconds.
 DU1539
 DU1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1539.The vertical order pertains to the NGVD 29 superseded value.
 DU1539
 DU1539.The geoid height was determined by GEOID03.
 DU1539
 DU1539;                    North         East    Units  Estimated Accuracy
 DU1539;SPC AZ C     -   277,590.      234,990.      MT  (+/- 180 meters Scaled)
 DU1539
 DU1539                          SUPERSEDED SURVEY CONTROL
 DU1539
 DU1539  NGVD 29 (??/??/92)  461.267  (m)         1513.34   (f) ADJ UNCH    1 1
 DU1539
 DU1539.Superseded values are not recommended for survey control.
 DU1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1539.See file dsdata.txt to determine how the superseded data were derived.
 DU1539
 DU1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364072(NAD 83)
 DU1539_MARKER: P = PIPE CAP
 DU1539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1539_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1539_STAMPING: T2N, R7E, S24, S19
 DU1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1539
 DU1539  HISTORY     - Date     Condition        Report By
 DU1539  HISTORY     - UNK      MONUMENTED       USGLO
 DU1539  HISTORY     - 1975     GOOD             NGS
 DU1539  HISTORY     - 20061016 MARK NOT FOUND   GEOCAC
 DU1539
 DU1539                          STATION DESCRIPTION
 DU1539
 DU1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1539'14.7 MI NE FROM MESA.
 DU1539'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1539'MESA TO BUSH HWY., THENCE 6 MILES NORTH ON BUSH HWY. AND THE STATION
 DU1539'ON THE RIGHT (EAST).  THE DISK IS A 3 INCH GLO BRASS CAP SET IN A ONE
 DU1539'INCH IRON PIPE PROJECTING 1 FOOT, 50 FEET EAST OF THE CENTERLINE OF
 DU1539'HWY. AND 50 FEET WEST OF EAST RIGHT OF WAY ANGLE IRON MARKED 184+62.0.
 DU1539
 DU1539                          STATION RECOVERY (2006)
 DU1539
 DU1539'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1539'A BLM CAP FROM 1988 IS NOW AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1537 ***********************************************************************
 DU1537  DESIGNATION -  T2N R7E SEC 19 NW COR
 DU1537  PID         -  DU1537
 DU1537  STATE/COUNTY-  AZ/MARICOPA
 DU1537  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1537
 DU1537                         *CURRENT SURVEY CONTROL
 DU1537  ___________________________________________________________________
 DU1537* NAD 83(1986)-  33 30 35.     (N)    111 41 02.     (W)     SCALED    
 DU1537* NAVD 88     -       424.56   (+/-2cm)    1392.9    (feet)  VERTCON   
 DU1537  ___________________________________________________________________
 DU1537  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU1537  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1537
 DU1537.The horizontal coordinates were scaled from a topographic map and have
 DU1537.an estimated accuracy of +/- 6 seconds.
 DU1537
 DU1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1537.The vertical order pertains to the NGVD 29 superseded value.
 DU1537
 DU1537.The geoid height was determined by GEOID03.
 DU1537
 DU1537;                    North         East    Units  Estimated Accuracy
 DU1537;SPC AZ C     -   278,300.      234,990.      MT  (+/- 180 meters Scaled)
 DU1537
 DU1537                          SUPERSEDED SURVEY CONTROL
 DU1537
 DU1537  NGVD 29 (??/??/92)  423.980  (m)         1391.01   (f) ADJ UNCH    1 1
 DU1537
 DU1537.Superseded values are not recommended for survey control.
 DU1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1537.See file dsdata.txt to determine how the superseded data were derived.
 DU1537
 DU1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364080(NAD 83)
 DU1537_MARKER: P = PIPE CAP
 DU1537_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1537_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU1537_STAMPING: S13, S18, S24, S19
 DU1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1537+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 DU1537
 DU1537  HISTORY     - Date     Condition        Report By
 DU1537  HISTORY     - UNK      MONUMENTED       USGLO
 DU1537  HISTORY     - 1975     GOOD             NGS
 DU1537  HISTORY     - 20061016 GOOD             GEOCAC
 DU1537
 DU1537                          STATION DESCRIPTION
 DU1537
 DU1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1537'15.2 MI NE FROM MESA.
 DU1537'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89, FROM DOWNTOWN
 DU1537'MESA TO BUSH HWY., THENCE NORTH ALONG BUSH HWY. FOR 6.5 MILES TO THE
 DU1537'STATION ON THE RIGHT.  THE DISK IS A 3 INCH BRASS CAP SET ON A 2 3/4
 DU1537'INCH PIPE PROJECTING 0.6 FEET, 100 FT. EAST OF THE CENTERLINE OF BUSH
 DU1537'HWY. AND 5 FEET EAST A RIGHT OF WAY ANGLE IRON DRIVEN IN THE GROUND
 DU1537'AND MARKED 210 + 99.56.
 DU1537
 DU1537                          STATION RECOVERY (2006)
 DU1537
 DU1537'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1351 ***********************************************************************
 DU1351  DESIGNATION -  T2N R7E SEC 30 1/4 COR W
 DU1351  PID         -  DU1351
 DU1351  STATE/COUNTY-  AZ/MARICOPA
 DU1351  USGS QUAD   -  BUCKHORN (1982)
 DU1351
 DU1351                         *CURRENT SURVEY CONTROL
 DU1351  ___________________________________________________________________
 DU1351* NAD 83(1986)-  33 29 18.     (N)    111 41 02.     (W)     SCALED    
 DU1351* NAVD 88     -       480.37   (+/-2cm)    1576.0    (feet)  VERTCON   
 DU1351  ___________________________________________________________________
 DU1351  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1351  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1351
 DU1351.The horizontal coordinates were scaled from a topographic map and have
 DU1351.an estimated accuracy of +/- 6 seconds.
 DU1351
 DU1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1351.The vertical order pertains to the NGVD 29 superseded value.
 DU1351
 DU1351.The geoid height was determined by GEOID03.
 DU1351
 DU1351;                    North         East    Units  Estimated Accuracy
 DU1351;SPC AZ C     -   275,930.      234,990.      MT  (+/- 180 meters Scaled)
 DU1351
 DU1351                          SUPERSEDED SURVEY CONTROL
 DU1351
 DU1351  NGVD 29 (??/??/92)  479.793  (m)         1574.12   (f) ADJ UNCH    1 1
 DU1351
 DU1351.Superseded values are not recommended for survey control.
 DU1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1351.See file dsdata.txt to determine how the superseded data were derived.
 DU1351
 DU1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364056(NAD 83)
 DU1351_MARKER: DD = SURVEY DISK
 DU1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1351_SP_SET: SURVEY WELL
 DU1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1351
 DU1351  HISTORY     - Date     Condition        Report By
 DU1351  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1351  HISTORY     - 1975     GOOD             NGS
 DU1351  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1351
 DU1351                          STATION DESCRIPTION
 DU1351
 DU1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1351'13.6 MI NE FROM MESA.
 DU1351'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1351'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1351'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 1.5 MILES TO THE STATION IN THE
 DU1351'CENTERLINE OF HWY.  THE MARK IS A MARICOPA COUNTY DISK SET IN A SURVEY
 DU1351'WELL 0.6 FEET BELOW SURFACE AND 50 FEET EAST OF RIGHT OF WAY POST
 DU1351'MARKED 131+85.02.
 DU1351
 DU1351                          STATION RECOVERY (2008)
 DU1351
 DU1351'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1351'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1351'MARK. A LANDSCAPED MEDIAN HAS BEEN INSTALLED IN THE AREA. TWO
 DU1351'HANDWELLS WERE LOCATED NEAR THE LISTED CO-ORDINATES, BUT BOTH
 DU1351'CONTAINED CITY OF MESA DISKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1347 ***********************************************************************
 DU1347  DESIGNATION -  T2N R7E SEC 30 NW COR
 DU1347  PID         -  DU1347
 DU1347  STATE/COUNTY-  AZ/MARICOPA
 DU1347  USGS QUAD   -  BUCKHORN (1982)
 DU1347
 DU1347                         *CURRENT SURVEY CONTROL
 DU1347  ___________________________________________________________________
 DU1347* NAD 83(1986)-  33 29 42.     (N)    111 41 02.     (W)     SCALED    
 DU1347* NAVD 88     -       468.00   (+/-2cm)    1535.4    (feet)  VERTCON   
 DU1347  ___________________________________________________________________
 DU1347  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1347  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1347
 DU1347.The horizontal coordinates were scaled from a topographic map and have
 DU1347.an estimated accuracy of +/- 6 seconds.
 DU1347
 DU1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1347.The vertical order pertains to the NGVD 29 superseded value.
 DU1347
 DU1347.The geoid height was determined by GEOID03.
 DU1347
 DU1347;                    North         East    Units  Estimated Accuracy
 DU1347;SPC AZ C     -   276,670.      234,990.      MT  (+/- 180 meters Scaled)
 DU1347
 DU1347                          SUPERSEDED SURVEY CONTROL
 DU1347
 DU1347  NGVD 29 (??/??/92)  467.417  (m)         1533.52   (f) ADJ UNCH    1 1
 DU1347
 DU1347.Superseded values are not recommended for survey control.
 DU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1347.See file dsdata.txt to determine how the superseded data were derived.
 DU1347
 DU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364063(NAD 83)
 DU1347_MARKER: DD = SURVEY DISK
 DU1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1347_SP_SET: SURVEY WELL
 DU1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1347+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1347
 DU1347  HISTORY     - Date     Condition        Report By
 DU1347  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1347  HISTORY     - 1975     GOOD             NGS
 DU1347  HISTORY     - 20080914 GOOD             GEOCAC
 DU1347
 DU1347                          STATION DESCRIPTION
 DU1347
 DU1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1347'14.1 MI NE FROM MESA.
 DU1347'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1347'MESA TO BUSH HWY., THENCE NORTH ALONG BUSH HWY. FOR 3.4 MILES TO
 DU1347'MCDOWELL RD., CONTINUE NORTH ON BUSH HWY. FOR 2 MILES AND STATION IN
 DU1347'ROADWAY STATION IS A MARICOPA COUNTY DISK SET IN A SURVEY WELL 0.4
 DU1347'FOOT BELOW ROADWAY SURFACE AND IS 10 FEET EAST OF THE CENTERLINE AND
 DU1347'IS 55 FEET EAST OF RIGHT OF WAY ANGLE IRON MARKED 158+25.00.
 DU1347
 DU1347                          STATION RECOVERY (2008)
 DU1347
 DU1347'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1347'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1347'29.721' W111 41.038'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1368 ***********************************************************************
 DU1368  DESIGNATION -  T2N R7E SEC 31 1/4 COR WEST
 DU1368  PID         -  DU1368
 DU1368  STATE/COUNTY-  AZ/MARICOPA
 DU1368  USGS QUAD   -  BUCKHORN (1982)
 DU1368
 DU1368                         *CURRENT SURVEY CONTROL
 DU1368  ___________________________________________________________________
 DU1368* NAD 83(1986)-  33 28 30.     (N)    111 41 02.     (W)     SCALED    
 DU1368* NAVD 88     -       478.49   (+/-2cm)    1569.8    (feet)  VERTCON   
 DU1368  ___________________________________________________________________
 DU1368  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DU1368  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1368
 DU1368.The horizontal coordinates were scaled from a topographic map and have
 DU1368.an estimated accuracy of +/- 6 seconds.
 DU1368
 DU1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1368.The vertical order pertains to the NGVD 29 superseded value.
 DU1368
 DU1368.The geoid height was determined by GEOID03.
 DU1368
 DU1368;                    North         East    Units  Estimated Accuracy
 DU1368;SPC AZ C     -   274,450.      234,990.      MT  (+/- 180 meters Scaled)
 DU1368
 DU1368                          SUPERSEDED SURVEY CONTROL
 DU1368
 DU1368  NGVD 29 (??/??/92)  477.918  (m)         1567.97   (f) ADJ UNCH    1 1
 DU1368
 DU1368.Superseded values are not recommended for survey control.
 DU1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1368.See file dsdata.txt to determine how the superseded data were derived.
 DU1368
 DU1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364041(NAD 83)
 DU1368_MARKER: DD = SURVEY DISK
 DU1368_SETTING: 0 = UNSPECIFIED SETTING
 DU1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1368
 DU1368  HISTORY     - Date     Condition        Report By
 DU1368  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1368  HISTORY     - 1975     GOOD             NGS
 DU1368  HISTORY     - 20061228 MARK NOT FOUND   GEOCAC
 DU1368  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1368
 DU1368                          STATION DESCRIPTION
 DU1368
 DU1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1368'12.6 MI NE FROM MESA.
 DU1368'ABOUT 8.7 MILES EAST ON U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU1368'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU1368'ROAD, CONTINUE NORTH ON BUSH HWY. FOR 0.5 MILES AND TO THE STATION IN
 DU1368'THE CENTERLINE OF HIGHWAY.  THE STATION IS 50 FEET EAST OF A RIGHT OF
 DU1368'WAY ANGLE IRON STENCILED 79+07.96.  SECTION 31, T 2N, R 7E.
 DU1368
 DU1368                          STATION RECOVERY (2006)
 DU1368
 DU1368'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1368'DID NOT FIND THE MARK. THE ROAD WAS WIDENED AND THE RIGHT OF WAY ANGLE
 DU1368'IRON WAS NOT FOUND. THERE IS A DIRT MEDIAN SEPARATING THE NORTH BOUND
 DU1368'AND SOUTH BOUND LANES, AND THE MARK WAS NOT FOUND IN THE MEDIAN.
 DU1368
 DU1368                          STATION RECOVERY (2008)
 DU1368
 DU1368'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1368'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1368'MARK. AN INTERSECTION FOR THE POWER ROAD EXIT OF SR202 HAS BEEN
 DU1368'CONSTRUCTED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1359 ***********************************************************************
 DU1359  DESIGNATION -  T2N R7E SEC 31 NW COR
 DU1359  PID         -  DU1359
 DU1359  STATE/COUNTY-  AZ/MARICOPA
 DU1359  USGS QUAD   -  BUCKHORN (1982)
 DU1359
 DU1359                         *CURRENT SURVEY CONTROL
 DU1359  ___________________________________________________________________
 DU1359* NAD 83(1986)-  33 28 54.     (N)    111 41 02.     (W)     SCALED    
 DU1359* NAVD 88     -       477.49   (+/-2cm)    1566.6    (feet)  VERTCON   
 DU1359  ___________________________________________________________________
 DU1359  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DU1359  VERT ORDER  -  FIRST     CLASS I (See Below)
 DU1359
 DU1359.The horizontal coordinates were scaled from a topographic map and have
 DU1359.an estimated accuracy of +/- 6 seconds.
 DU1359
 DU1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1359.The vertical order pertains to the NGVD 29 superseded value.
 DU1359
 DU1359.The geoid height was determined by GEOID03.
 DU1359
 DU1359;                    North         East    Units  Estimated Accuracy
 DU1359;SPC AZ C     -   275,190.      234,990.      MT  (+/- 180 meters Scaled)
 DU1359
 DU1359                          SUPERSEDED SURVEY CONTROL
 DU1359
 DU1359  NGVD 29 (??/??/92)  476.908  (m)         1564.66   (f) ADJ UNCH    1 1
 DU1359
 DU1359.Superseded values are not recommended for survey control.
 DU1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1359.See file dsdata.txt to determine how the superseded data were derived.
 DU1359
 DU1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364048(NAD 83)
 DU1359_MARKER: DD = SURVEY DISK
 DU1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1359_SP_SET: SURVEY WELL
 DU1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1359+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1359
 DU1359  HISTORY     - Date     Condition        Report By
 DU1359  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1359  HISTORY     - 1975     GOOD             NGS
 DU1359  HISTORY     - 20080914 GOOD             GEOCAC
 DU1359
 DU1359                          STATION DESCRIPTION
 DU1359
 DU1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DU1359'13.2 MI NE FROM MESA.
 DU1359'ABOUT 8.7 MILES EAST ON U.S. HWY 60, 70, 80, AND 89 FROM DOWNTOWN MESA
 DU1359'TO BUSH HWY., THENCE NORTH ON BUSH HWY. 4.5 MILES TO STATION SET IN A
 DU1359'SURVEY WELL 0.5 FEET BELOW THE ROAD SURFACE AND IN THE CENTERLINE OF
 DU1359'HWY.  THE STATION IS A MARICOPA COUNTY DISK WITH NO STAMPING AND IS 80
 DU1359'FEET SOUTH OF THE ENTRANCE TO THE RED MOUNTAIN RANCH. SECTION NW 31, T
 DU1359'2N, R 7E.
 DU1359
 DU1359                          STATION RECOVERY (2008)
 DU1359
 DU1359'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1359'RECOVERED AS DESCRIBED, IN GOOD CONDITION AT THE APPROXIMATE CENTER OF
 DU1359'THE INTERSECTION OF POWER ROAD AND THOMAS ROAD/EAGLE CREST DRIVE. GPS
 DU1359'(HH2) CO-ORDINATES N33 28.852' W111 41.036'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1651 ***********************************************************************
 DU1651  DESIGNATION -  T2N R7E SEC 34 1/4 COR W
 DU1651  PID         -  DU1651
 DU1651  STATE/COUNTY-  AZ/MARICOPA
 DU1651  USGS QUAD   -  BUCKHORN (1982)
 DU1651
 DU1651                         *CURRENT SURVEY CONTROL
 DU1651  ___________________________________________________________________
 DU1651* NAD 83(1986)-  33 23 12.     (N)    111 44 11.     (W)     SCALED    
 DU1651* NAVD 88     -       392.017  (meters)    1286.14   (feet)  ADJUSTED  
 DU1651  ___________________________________________________________________
 DU1651  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU1651  DYNAMIC HT  -         391.550 (meters)    1284.61  (feet)  COMP
 DU1651  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 DU1651
 DU1651  VERT ORDER  -  SECOND    CLASS I
 DU1651
 DU1651.The horizontal coordinates were scaled from a topographic map and have
 DU1651.an estimated accuracy of +/- 6 seconds.
 DU1651
 DU1651.The orthometric height was determined by differential leveling
 DU1651.and adjusted in January 1998.
 DU1651
 DU1651.The geoid height was determined by GEOID03.
 DU1651
 DU1651.The dynamic height is computed by dividing the NAVD 88
 DU1651.geopotential number by the normal gravity value computed on the
 DU1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1651.degrees latitude (g = 980.6199 gals.).
 DU1651
 DU1651.The modeled gravity was interpolated from observed gravity values.
 DU1651
 DU1651;                    North         East    Units  Estimated Accuracy
 DU1651;SPC AZ C     -   264,650.      230,130.      MT  (+/- 180 meters Scaled)
 DU1651
 DU1651                          SUPERSEDED SURVEY CONTROL
 DU1651
 DU1651  NAVD 88 (11/29/93)  392.007  (m)         1286.11   (f) UNKNOWN     2 1
 DU1651
 DU1651.Superseded values are not recommended for survey control.
 DU1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1651.See file dsdata.txt to determine how the superseded data were derived.
 DU1651
 DU1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB315943(NAD 83)
 DU1651_MARKER: DB = BENCH MARK DISK
 DU1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1651_SP_SET: CURB
 DU1651_MARK LOGO: AZ-013
 DU1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1651
 DU1651  HISTORY     - Date     Condition        Report By
 DU1651  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1651  HISTORY     - 1981     GOOD             AZDT
 DU1651  HISTORY     - 19941012 MARK NOT FOUND   NGS
 DU1651  HISTORY     - 20080421 MARK NOT FOUND   GEOCAC
 DU1651
 DU1651                          STATION DESCRIPTION
 DU1651
 DU1651'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1651'IN MESA.
 DU1651'IN MESA, 2 MILES (3.22 KM) SOUTH AND 3 MILES (4.83 KM) WEST OF THE
 DU1651'INTERSECTION OF U.S. 60 AND POWER ROAD, IN GREENFIELD ROAD. 0.5 MILE
 DU1651'(0.8 KM) SOUTH OF THE INTERSECTION OF GREENFIELD AND SOUTHERN ROADS,
 DU1651'1.5 FEET (0.45 METERS) EAST OF THE CENTERLINE OF GREENFIELD ROAD, 10
 DU1651'FEET (3.05 METERS) NORTH OF THE CENTERLINE OF A CONCRETE DITCH EAST, A
 DU1651'STANDARD MARICOPA CO. BRASS CAP SET IN SURVEY WELL 0.5 FT
 DU1651'(0.75 CM) DOWN.  NOTE--THE MARK IS NOT STAMPED.
 DU1651
 DU1651                          STATION RECOVERY (1994)
 DU1651
 DU1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 DU1651'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1651
 DU1651                          STATION RECOVERY (2008)
 DU1651
 DU1651'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1651'THERE IS NO HANDWELL AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0978 ***********************************************************************
 DV0978  DESIGNATION -  T2N R9 8W SECS 7 12 13 18
 DV0978  PID         -  DV0978
 DV0978  STATE/COUNTY-  AZ/MARICOPA
 DV0978  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0978
 DV0978                         *CURRENT SURVEY CONTROL
 DV0978  ___________________________________________________________________
 DV0978* NAD 83(1986)-  33 31 21.     (N)    113 07 38.     (W)     SCALED    
 DV0978* NAVD 88     -       369.23   (+/-2cm)    1211.4    (feet)  VERTCON   
 DV0978  ___________________________________________________________________
 DV0978  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV0978  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0978
 DV0978.The horizontal coordinates were scaled from a topographic map and have
 DV0978.an estimated accuracy of +/- 6 seconds.
 DV0978
 DV0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0978.The vertical order pertains to the NGVD 29 superseded value.
 DV0978
 DV0978.The geoid height was determined by GEOID03.
 DV0978
 DV0978;                    North         East    Units  Estimated Accuracy
 DV0978;SPC AZ C     -   280,350.      100,910.      MT  (+/- 180 meters Scaled)
 DV0978
 DV0978                          SUPERSEDED SURVEY CONTROL
 DV0978
 DV0978  NGVD 29 (??/??/92)  368.621  (m)         1209.38   (f) ADJ UNCH    1 2
 DV0978
 DV0978.Superseded values are not recommended for survey control.
 DV0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0978.See file dsdata.txt to determine how the superseded data were derived.
 DV0978
 DV0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC024112(NAD 83)
 DV0978_MARKER: P = PIPE CAP
 DV0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0978_STAMPING: WC T 2 N R 9 W R 8 W S 12 S 7 S 13 S 18 4
 DV0978_MARK LOGO: BLM   
 DV0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0978
 DV0978  HISTORY     - Date     Condition        Report By
 DV0978  HISTORY     - UNK      MONUMENTED       USGLO
 DV0978  HISTORY     - 1962     GOOD             NGS
 DV0978  HISTORY     - 1981     GOOD             NGS
 DV0978
 DV0978                          STATION DESCRIPTION
 DV0978
 DV0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0978'32.8 MI SE FROM SALOME.
 DV0978'32.8 MILES SOUTHEAST ALONG THE HASSYAMPA ROAD FROM THE JUNCTION OF
 DV0978'U.S. HIGHWAY 60 AT SALOME, 27.0 MILES NORTHWEST ALONG THE SALOME ROAD
 DV0978'FROM HASSYAMPA, 175 YARDS NORTH OF TRIANGULATION STATION PLEASANTON,
 DV0978'160 YARDS NORTH OF THE CENTER OF THE ROAD, IN A FENCE LINE, 4 INCHES
 DV0978'NORTHEAST OF THE CORNER POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 DV0978'ROAD, A U.S.G.L.O. STANDARD TOWNSHIP CORNER CAP RIVETED ON THE TOP OF
 DV0978'A 3 INCH IRON PIPE PROJECTING 12 INCHES.  NOTE-- THE MARK MAY ALSO BE
 DV0978'REACHED FROM THE POST OFFICE AT TONOPAH BY GOING 7.2 MILES WEST ALONG
 DV0978'A GRAVEL ROAD, THENCE 4.4 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA
 DV0978'ROAD.
 DV0978
 DV0978                          STATION RECOVERY (1981)
 DV0978
 DV0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1894 ***********************************************************************
 DV1894  DESIGNATION -  T2N R9 8W SECS 7 12 13 18
 DV1894  PID         -  DV1894
 DV1894  STATE/COUNTY-  AZ/MARICOPA
 DV1894  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1894
 DV1894                         *CURRENT SURVEY CONTROL
 DV1894  ___________________________________________________________________
 DV1894* NAD 83(1992)-  33 31 21.69578(N)    113 07 38.11817(W)     ADJUSTED  
 DV1894* NAVD 88     -       369.22   (+/-2cm)    1211.3    (feet)  VERTCON   
 DV1894  ___________________________________________________________________
 DV1894  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DV1894  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1894  HORZ ORDER  -  SECOND
 DV1894  VERT ORDER  -  THIRD ? (See Below)
 DV1894
 DV1894.The horizontal coordinates were established by classical geodetic methods
 DV1894.and adjusted by the National Geodetic Survey in August 1993.
 DV1894
 DV1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1894.The vertical order pertains to the NGVD 29 superseded value.
 DV1894
 DV1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1894
 DV1894.The geoid height was determined by GEOID03.
 DV1894
 DV1894;                    North         East     Units Scale Factor Converg.
 DV1894;SPC AZ C     -   280,373.350   100,906.366   MT  1.00005586   -0 40 07.1
 DV1894;SPC AZ C     -   919,860.07    331,057.63   iFT  1.00005586   -0 40 07.1
 DV1894;UTM  12      - 3,711,261.159   302,442.848   MT  1.00008119   -1 10 30.7
 DV1894
 DV1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1894!SPC AZ C     -   0.99994690  x   1.00005586  =   1.00000276
 DV1894!UTM  12      -   0.99994690  x   1.00008119  =   1.00002809
 DV1894
 DV1894                          SUPERSEDED SURVEY CONTROL
 DV1894
 DV1894  NAD 83(1986)-  33 31 21.68711(N)    113 07 38.12561(W) AD(       ) 2
 DV1894  NAD 27      -  33 31 21.55160(N)    113 07 35.44990(W) AD(       ) 2
 DV1894  NGVD 29 (07/19/86)  368.62   (m)         1209.4    (f) LEVELING    3  
 DV1894
 DV1894.Superseded values are not recommended for survey control.
 DV1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1894.See file dsdata.txt to determine how the superseded data were derived.
 DV1894
 DV1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0244311261(NAD 83)
 DV1894_MARKER: P = PIPE CAP
 DV1894_SETTING: 0 = UNSPECIFIED SETTING
 DV1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1894
 DV1894  HISTORY     - Date     Condition        Report By
 DV1894  HISTORY     - 1948     MONUMENTED       USGLO
 DV1894
 DV1894                          STATION DESCRIPTION
 DV1894
 DV1894'DESCRIBED BY US GENERAL LAND OFFICE 1948 (DHK)
 DV1894'THE MARK, A U.S. GENERAL LAND OFFICE TOWNSHIP CORNER MARKER,
 DV1894'IS LOCATED ABOUT 32.8 MILES BY ROAD SE OF SALOME ALONG THE ROAD
 DV1894'FROM SALOME TO HASSAYAMPA, ABOUT 175 YARDS N OF THE TRIANGULATION
 DV1894'STATION PLEASANTON 1948, ABOUT 160 YARDS N OF AND APPROXIMATELY
 DV1894'6 FEET HIGHER THAN THE CENTER LINE OF THE ROAD AT CATTLE GUARD,
 DV1894'SET IN A FENCE LINE 4 INCHES NE OF CORNER POST.  A 3-INCH
 DV1894'BRONZE CAP RIVETED TO TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 DV1894'ABOUT 12 INCHES AND STAMPED WC T2N R9W R8W S12 S7 S13 S18 4.
 DV1894'
 DV1894'TO REACH FROM THE SHELL SERVICE STATION IN THE EAST END OF
 DV1894'SALOME, GO SE ALONG BLADED ROAD TOWARD HASSAYMAPA FOR 0.3 MILE
 DV1894'TO A CATTLE GUARD AND FORK, TAKE LEFT FORK AND FOLLOW MAIN
 DV1894'TRAVELED ROAD FOR 32.5 MILES TO A CATTLE GUARD AND STATION
 DV1894'PLEASANTON 1948 ON RIGHT AND TOWNSHIP CORNER (USGLO) ON LEFT.
 DV1894'
 DV1894'DISTANCE TO STATION PLEASANTON IS 186.61 METERS (612.2 FEET).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0365 ***********************************************************************
 DV0365  DESIGNATION -  T2S R3E SECS 27 28 33 34
 DV0365  PID         -  DV0365
 DV0365  STATE/COUNTY-  AZ/MARICOPA
 DV0365  USGS QUAD   -  PIMA BUTTE (1967)
 DV0365
 DV0365                         *CURRENT SURVEY CONTROL
 DV0365  ___________________________________________________________________
 DV0365* NAD 83(1986)-  33 13 08.     (N)    112 02 50.     (W)     SCALED    
 DV0365* NAVD 88     -       336.57   (+/-2cm)    1104.2    (feet)  VERTCON   
 DV0365  ___________________________________________________________________
 DV0365  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DV0365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0365
 DV0365.The horizontal coordinates were scaled from a topographic map and have
 DV0365.an estimated accuracy of +/- 6 seconds.
 DV0365
 DV0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0365.The vertical order pertains to the NGVD 29 superseded value.
 DV0365
 DV0365.The geoid height was determined by GEOID03.
 DV0365
 DV0365;                    North         East    Units  Estimated Accuracy
 DV0365;SPC AZ C     -   246,030.      201,190.      MT  (+/- 180 meters Scaled)
 DV0365
 DV0365                          SUPERSEDED SURVEY CONTROL
 DV0365
 DV0365  NGVD 29 (??/??/92)  336.032  (m)         1102.46   (f) ADJ UNCH    2 0
 DV0365
 DV0365.Superseded values are not recommended for survey control.
 DV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0365.See file dsdata.txt to determine how the superseded data were derived.
 DV0365
 DV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB024760(NAD 83)
 DV0365_MARKER: P = PIPE CAP
 DV0365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0365_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0365_STAMPING: S28 S27 S33 S34 T3S R3E WC
 DV0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0365
 DV0365  HISTORY     - Date     Condition        Report By
 DV0365  HISTORY     - UNK      MONUMENTED       BIA
 DV0365  HISTORY     - 1948     GOOD             NGS
 DV0365  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0365  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0365
 DV0365                          STATION DESCRIPTION
 DV0365
 DV0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0365'8.7 MI SE FROM KOMATKE.
 DV0365'8.7 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 51.0 FEET
 DV0365'NORTH OF A LARGE BANK OF DIRT FOR FLOOD CONTROL, 36.4 FEET SOUTH OF
 DV0365'THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, A STANDARD
 DV0365'BIA  BRONZE CAP RIVETED TO THE TOP OF A 1 1/2 INCH PIPE PROJECTING 1.0
 DV0365'FOOT ABOVE THE GROUND.
 DV0365
 DV0365                          STATION RECOVERY (1994)
 DV0365
 DV0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0365'MARK NOT FOUND.
 DV0365
 DV0365                          STATION RECOVERY (2007)
 DV0365
 DV0365'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0365'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0365'MARK.
 DV0365'THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS IN THE GRADED
 DV0365'SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1841 ***********************************************************************
 DV1841  DESIGNATION -  T2S R3W SECS 15 16 21 22
 DV1841  PID         -  DV1841
 DV1841  STATE/COUNTY-  AZ/MARICOPA
 DV1841  USGS QUAD   -  MARGIES PEAK (1973)
 DV1841
 DV1841                         *CURRENT SURVEY CONTROL
 DV1841  ___________________________________________________________________
 DV1841* NAD 83(1992)-  33 14 49.41023(N)    112 33 52.28845(W)     ADJUSTED  
 DV1841* NAVD 88     -       317.5    (meters)    1042.     (feet)  VERTCON   
 DV1841  ___________________________________________________________________
 DV1841  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 DV1841  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DV1841  HORZ ORDER  -  THIRD
 DV1841
 DV1841.The horizontal coordinates were established by classical geodetic methods
 DV1841.and adjusted by the National Geodetic Survey in August 1993.
 DV1841
 DV1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1841
 DV1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1841
 DV1841.The geoid height was determined by GEOID03.
 DV1841
 DV1841;                    North         East     Units Scale Factor Converg.
 DV1841;SPC AZ C     -   249,336.350   152,990.418   MT  0.99994492   -0 21 18.7
 DV1841;SPC AZ C     -   818,032.64    501,937.07   iFT  0.99994492   -0 21 18.7
 DV1841;UTM  12      - 3,679,767.550   354,250.037   MT  0.99986191   -0 51 28.4
 DV1841
 DV1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1841!SPC AZ C     -   0.99995500  x   0.99994492  =   0.99989992
 DV1841!UTM  12      -   0.99995500  x   0.99986191  =   0.99981691
 DV1841
 DV1841:                Primary Azimuth Mark                     Grid Az
 DV1841:SPC AZ C     -  MICA                                     036 11 30.8
 DV1841:UTM  12      -  MICA                                     036 41 40.5
 DV1841
 DV1841|---------------------------------------------------------------------|
 DV1841| PID    Reference Object                     Distance      Geod. Az  |
 DV1841|                                                           dddmmss.s |
 DV1841| DV2139 MICA                                APPROX. 7.0 KM 0355012.1 |
 DV1841|---------------------------------------------------------------------|
 DV1841
 DV1841                          SUPERSEDED SURVEY CONTROL
 DV1841
 DV1841  NAD 83(1986)-  33 14 49.40328(N)    112 33 52.29384(W) AD(       ) 3
 DV1841  NGVD 29 (12/08/88)  316.8    (m)         1039.     (f) VERT ANG    3  
 DV1841
 DV1841.Superseded values are not recommended for survey control.
 DV1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1841.See file dsdata.txt to determine how the superseded data were derived.
 DV1841
 DV1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5425079768(NAD 83)
 DV1841_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV1841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1841_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DV1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1841
 DV1841  HISTORY     - Date     Condition        Report By
 DV1841  HISTORY     - UNK      MONUMENTED
 DV1841  HISTORY     - 1973     GOOD             USGS
 DV1841
 DV1841                          STATION DESCRIPTION
 DV1841
 DV1841'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DV1841'LOCATED ABOUT 9.0 MI S. OF BUCKEYE, ABOUT 4.3 MI E. OF U.S. HWY.
 DV1841'80.  AT NORTH EDGE OF E.-W. TRACK RD.
 DV1841'
 DV1841'NO TO REACH GIVEN.
 DV1841'
 DV1841'STATION MARK--GLO PIPE AND BRASS CAP
 DV1841'STAMPED---T2S R3W S16 S15 S21 S22 1931---, PROJECTING 1.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2140 ***********************************************************************
 DU2140  DESIGNATION -  T2S R5E SEC 34 NW COR
 DU2140  PID         -  DU2140
 DU2140  STATE/COUNTY-  AZ/MARICOPA
 DU2140  USGS QUAD   -  GILA BUTTE (1981)
 DU2140
 DU2140                         *CURRENT SURVEY CONTROL
 DU2140  ___________________________________________________________________
 DU2140* NAD 83(1992)-  33 13 06.72821(N)    111 50 28.33967(W)     ADJUSTED  
 DU2140* NAVD 88     -       369.4    (meters)    1212.     (feet)  VERTCON   
 DU2140  ___________________________________________________________________
 DU2140  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DU2140  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2140  HORZ ORDER  -  SECOND
 DU2140
 DU2140.The horizontal coordinates were established by classical geodetic methods
 DU2140.and adjusted by the National Geodetic Survey in August 1993.
 DU2140
 DU2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2140
 DU2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2140
 DU2140.The geoid height was determined by GEOID03.
 DU2140
 DU2140;                    North         East     Units Scale Factor Converg.
 DU2140;SPC AZ C     -   245,988.655   220,393.953   MT  0.99990061   +0 02 28.8
 DU2140;SPC AZ C     -   807,049.39    723,077.27   iFT  0.99990061   +0 02 28.8
 DU2140;UTM  12      - 3,675,829.510   421,611.252   MT  0.99967576   -0 27 39.1
 DU2140
 DU2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2140!SPC AZ C     -   0.99994670  x   0.99990061  =   0.99984732
 DU2140!UTM  12      -   0.99994670  x   0.99967576  =   0.99962248
 DU2140
 DU2140:                Primary Azimuth Mark                     Grid Az
 DU2140:SPC AZ C     -  BOSWELL 2                                181 08 17.8
 DU2140:UTM  12      -  BOSWELL 2                                181 38 25.7
 DU2140
 DU2140|---------------------------------------------------------------------|
 DU2140| PID    Reference Object                     Distance      Geod. Az  |
 DU2140|                                                           dddmmss.s |
 DU2140| DU2142 BOSWELL 2                           APPROX. 0.8 KM 1811046.6 |
 DU2140| DU2143 BOSWELL 2 RM 2                      APPROX. 0.8 KM 1811201.9 |
 DU2140|---------------------------------------------------------------------|
 DU2140
 DU2140                          SUPERSEDED SURVEY CONTROL
 DU2140
 DU2140  NAD 83(1986)-  33 13 06.72193(N)    111 50 28.34350(W) AD(       ) 2
 DU2140  NAD 27      -  33 13 06.53587(N)    111 50 25.84452(W) AD(       ) 2
 DU2140  NGVD 29 (07/19/86)  368.9    (m)         1210.     (f) VERT ANG    3  
 DU2140
 DU2140.Superseded values are not recommended for survey control.
 DU2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2140.See file dsdata.txt to determine how the superseded data were derived.
 DU2140
 DU2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2161175830(NAD 83)
 DU2140_MARKER: DD = SURVEY DISK
 DU2140_SETTING: 0 = UNSPECIFIED SETTING
 DU2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2140
 DU2140  HISTORY     - Date     Condition        Report By
 DU2140  HISTORY     - 1976     MONUMENTED       USGLO
 DU2140  HISTORY     - 1979     GOOD             NGS
 DU2140  HISTORY     - 19950210 GOOD             USPSQD
 DU2140
 DU2140                          STATION DESCRIPTION
 DU2140
 DU2140'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2140'THE STATION IS LOCATED ABOUT 5.75 MILES SOUTH OF CHANDLER IN THE
 DU2140'CENTERLINE OF STATE HWY. 87-93 AND AT THE INTERSECTION OF RIGGS RD.
 DU2140'
 DU2140'THE STATION IS A 4 INCH PLAIN BRASS CAP WITH A CHISELED CROSS
 DU2140'AND A PUNCH MARK AND IS SET IN CONCRETE 6 INCH BELOW ROAD
 DU2140'SURFACE IN A CAST IRON HANDHOLE.
 DU2140'
 DU2140'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2140
 DU2140                          STATION RECOVERY (1979)
 DU2140
 DU2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2140'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DU2140'DESCRIBED.
 DU2140'
 DU2140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2140'6.0 MILES SOUTH OF CHANDLER.
 DU2140
 DU2140                          STATION RECOVERY (1995)
 DU2140
 DU2140'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2099 ***********************************************************************
 DU2099  DESIGNATION -  T2S R7E SEC 10 NW COR
 DU2099  PID         -  DU2099
 DU2099  STATE/COUNTY-  AZ/MARICOPA
 DU2099  USGS QUAD   -  HIGLEY (1981)
 DU2099
 DU2099                         *CURRENT SURVEY CONTROL
 DU2099  ___________________________________________________________________
 DU2099* NAD 83(1992)-  33 16 39.90260(N)    111 38 05.55633(W)     ADJUSTED  
 DU2099* NAVD 88     -       424.7    (meters)    1393.     (feet)  VERTCON   
 DU2099  ___________________________________________________________________
 DU2099  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DU2099  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU2099  HORZ ORDER  -  SECOND
 DU2099
 DU2099.The horizontal coordinates were established by classical geodetic methods
 DU2099.and adjusted by the National Geodetic Survey in August 1993.
 DU2099
 DU2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2099
 DU2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2099
 DU2099.The geoid height was determined by GEOID03.
 DU2099
 DU2099;                    North         East     Units Scale Factor Converg.
 DU2099;SPC AZ C     -   252,588.360   239,608.769   MT  0.99990849   +0 09 16.6
 DU2099;SPC AZ C     -   828,701.97    786,118.01   iFT  0.99990849   +0 09 16.6
 DU2099;UTM  12      - 3,682,258.835   440,878.496   MT  0.99964309   -0 20 54.1
 DU2099
 DU2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2099!SPC AZ C     -   0.99993799  x   0.99990849  =   0.99984648
 DU2099!UTM  12      -   0.99993799  x   0.99964309  =   0.99958110
 DU2099
 DU2099:                Primary Azimuth Mark                     Grid Az
 DU2099:SPC AZ C     -  WILLY RM 1                               358 13 23.6
 DU2099:UTM  12      -  WILLY RM 1                               358 43 34.3
 DU2099
 DU2099|---------------------------------------------------------------------|
 DU2099| PID    Reference Object                     Distance      Geod. Az  |
 DU2099|                                                           dddmmss.s |
 DU2099| DU2102 WILLY RM 1                          APPROX. 0.6 KM 3582240.2 |
 DU2099| DU2101 WILLY                               APPROX. 0.6 KM 3582233.8 |
 DU2099|---------------------------------------------------------------------|
 DU2099
 DU2099                          SUPERSEDED SURVEY CONTROL
 DU2099
 DU2099  NAD 83(1986)-  33 16 39.89730(N)    111 38 05.55967(W) AD(       ) 2
 DU2099  NAD 27      -  33 16 39.71137(N)    111 38 03.08198(W) AD(       ) 2
 DU2099  NGVD 29 (07/19/86)  424.2    (m)         1392.     (f) VERT ANG    3  
 DU2099
 DU2099.Superseded values are not recommended for survey control.
 DU2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2099.See file dsdata.txt to determine how the superseded data were derived.
 DU2099
 DU2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4087882259(NAD 83)
 DU2099_MARKER: DD = SURVEY DISK
 DU2099_SETTING: 0 = UNSPECIFIED SETTING
 DU2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2099
 DU2099  HISTORY     - Date     Condition        Report By
 DU2099  HISTORY     - 1976     MONUMENTED       USGLO
 DU2099  HISTORY     - 1979     GOOD             NGS
 DU2099  HISTORY     - 19950210 GOOD             USPSQD
 DU2099  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2099
 DU2099                          STATION DESCRIPTION
 DU2099
 DU2099'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2099'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF QUEEN CREEK NEAR
 DU2099'THE INTERSECTION OF ELLSWORTH RD. AND GERMANN RD. IN T2S, R7E.
 DU2099'
 DU2099'THE STATION IS A MARICOPA COUNTY 3 INCH BRASS CAP WITH A PUNCH
 DU2099'HOLE IN CENTER AND IS SET IN CONCRETE IN A CAST IRON HANDHOLE
 DU2099'6 INCH BELOW SURFACE OF ROADWAY.  THE STATION IS IN THE CENTERLINE
 DU2099'OF ELLSWORTH RD. AND 5 FEET SOUTH OF CENTERLINE OF GERMANN RD.
 DU2099'
 DU2099'TO REACH THE STATION FROM QUEEN CREEK, TRAVEL NORTH ON
 DU2099'ELLSWORTH RD. FOR 2 MILES TO THE INTERSECTION OF GERMANN RD. AND
 DU2099'THE STATION.
 DU2099'
 DU2099'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2099
 DU2099                          STATION RECOVERY (1979)
 DU2099
 DU2099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2099'THE STATION, MARKED WITH A 3 INCH MARICOPA COUNTY HIGHWAY
 DU2099'DEPARTMENT DISK, WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DU2099'DESCRIBED.
 DU2099'
 DU2099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2099'2.5 MILES SOUTHEAST OF WILLIAMS AIR FORCE BASE.
 DU2099
 DU2099                          STATION RECOVERY (1995)
 DU2099
 DU2099'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2099'RECOVERED IN GOOD CONDITION.
 DU2099
 DU2099                          STATION RECOVERY (2006)
 DU2099
 DU2099'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2099'THE ADJUSTED COORDINATES POINT INTO THE NEWLY WIDENED AND PAVED
 DU2099'INTERSECTION OF ELLSWORTH AND GERMANN ROADS. NO HANDHOLE WAS OBSERVED.
 DU2099' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2141 ***********************************************************************
 DU2141  DESIGNATION -  T2S R7E SEC 27 NW COR
 DU2141  PID         -  DU2141
 DU2141  STATE/COUNTY-  AZ/MARICOPA
 DU2141  USGS QUAD   -  GILA BUTTE (1981)
 DU2141
 DU2141                         *CURRENT SURVEY CONTROL
 DU2141  ___________________________________________________________________
 DU2141* NAD 83(1992)-  33 13 59.02686(N)    111 50 28.65425(W)     ADJUSTED  
 DU2141* NAVD 88     -       369.2    (meters)    1211.     (feet)  VERTCON   
 DU2141  ___________________________________________________________________
 DU2141  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DU2141  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2141  HORZ ORDER  -  SECOND
 DU2141
 DU2141.The horizontal coordinates were established by classical geodetic methods
 DU2141.and adjusted by the National Geodetic Survey in August 1993.
 DU2141
 DU2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2141
 DU2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2141
 DU2141.The geoid height was determined by GEOID03.
 DU2141
 DU2141;                    North         East     Units Scale Factor Converg.
 DU2141;SPC AZ C     -   247,599.701   220,384.646   MT  0.99990061   +0 02 28.7
 DU2141;SPC AZ C     -   812,334.98    723,046.74   iFT  0.99990061   +0 02 28.7
 DU2141;UTM  12      - 3,677,440.213   421,616.069   MT  0.99967575   -0 27 39.9
 DU2141
 DU2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2141!SPC AZ C     -   0.99994673  x   0.99990061  =   0.99984735
 DU2141!UTM  12      -   0.99994673  x   0.99967575  =   0.99962250
 DU2141
 DU2141|---------------------------------------------------------------------|
 DU2141| PID    Reference Object                     Distance      Geod. Az  |
 DU2141|                                                           dddmmss.s |
 DU2141| DU2137 CITRUS                              305.537 METERS 17615     |
 DU2141| DU2138 CITRUS RM 2                         318.064 METERS 17624     |
 DU2141|---------------------------------------------------------------------|
 DU2141
 DU2141                          SUPERSEDED SURVEY CONTROL
 DU2141
 DU2141  NAD 83(1986)-  33 13 59.02053(N)    111 50 28.65818(W) AD(       ) 2
 DU2141  NAD 27      -  33 13 58.83576(N)    111 50 26.15819(W) AD(       ) 2
 DU2141  NGVD 29 (07/19/86)  368.7    (m)         1210.     (f) VERT ANG    3  
 DU2141
 DU2141.Superseded values are not recommended for survey control.
 DU2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2141.See file dsdata.txt to determine how the superseded data were derived.
 DU2141
 DU2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2161677440(NAD 83)
 DU2141_MARKER: DD = SURVEY DISK
 DU2141_SETTING: 0 = UNSPECIFIED SETTING
 DU2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2141
 DU2141  HISTORY     - Date     Condition        Report By
 DU2141  HISTORY     - 1976     MONUMENTED       USGLO
 DU2141  HISTORY     - 19950210 GOOD             USPSQD
 DU2141
 DU2141                          STATION DESCRIPTION
 DU2141
 DU2141'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2141'THE STATION IS LOCATED ABOUT 4.75 MILES SOUTH OF CHANDLER IN
 DU2141'THE CENTERLINE OF STATE HWY. 87-93 IN T2S, R5E.
 DU2141'
 DU2141'THE STATION IS A PLAIN BRASS CAP WITH A CHISELED CROSS AND A
 DU2141'PUNCH MARK SET IN CONCRETE 9.5 INCHES BELOW ROADWAY SURFACE IN
 DU2141'A CAST IRON HANDHOLE.  THE STATION IS IN THE INTERSECTION OF
 DU2141'HWY. 87-93 AND CHANDLER HIGHTS RD.
 DU2141'
 DU2141'TO REACH THE STATION FROM CHANDLER, GO SOUTH ON STATE HWY. 87-93
 DU2141'FOR 4.75 MILES TO THE INTERSECTION OF CHANDLER HIGHTS RD. AND
 DU2141'TO THE STATION.
 DU2141'
 DU2141'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2141
 DU2141                          STATION RECOVERY (1995)
 DU2141
 DU2141'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2100 ***********************************************************************
 DU2100  DESIGNATION -  T2S R7E SEC 3 NW COR
 DU2100  PID         -  DU2100
 DU2100  STATE/COUNTY-  AZ/MARICOPA
 DU2100  USGS QUAD   -  HIGLEY (1981)
 DU2100
 DU2100                         *CURRENT SURVEY CONTROL
 DU2100  ___________________________________________________________________
 DU2100* NAD 83(1992)-  33 17 32.13575(N)    111 38 05.83596(W)     ADJUSTED  
 DU2100* NAVD 88     -       422.7    (meters)    1387.     (feet)  VERTCON   
 DU2100  ___________________________________________________________________
 DU2100  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DU2100  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU2100  HORZ ORDER  -  SECOND
 DU2100
 DU2100.The horizontal coordinates were established by classical geodetic methods
 DU2100.and adjusted by the National Geodetic Survey in August 1993.
 DU2100
 DU2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2100
 DU2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2100
 DU2100.The geoid height was determined by GEOID03.
 DU2100
 DU2100;                    North         East     Units Scale Factor Converg.
 DU2100;SPC AZ C     -   254,197.397   239,597.192   MT  0.99990848   +0 09 16.7
 DU2100;SPC AZ C     -   833,980.96    786,080.03   iFT  0.99990848   +0 09 16.7
 DU2100;UTM  12      - 3,683,867.484   440,881.046   MT  0.99964309   -0 20 54.8
 DU2100
 DU2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2100!SPC AZ C     -   0.99993830  x   0.99990848  =   0.99984678
 DU2100!UTM  12      -   0.99993830  x   0.99964309  =   0.99958141
 DU2100
 DU2100:                Primary Azimuth Mark                     Grid Az
 DU2100:SPC AZ C     -  WILLY                                    180 27 58.7
 DU2100:UTM  12      -  WILLY                                    180 58 10.2
 DU2100
 DU2100|---------------------------------------------------------------------|
 DU2100| PID    Reference Object                     Distance      Geod. Az  |
 DU2100|                                                           dddmmss.s |
 DU2100| DU2101 WILLY                               APPROX. 1.0 KM 1803715.4 |
 DU2100| DU2102 WILLY RM 1                          APPROX. 1.0 KM 1803857.0 |
 DU2100|---------------------------------------------------------------------|
 DU2100
 DU2100                          SUPERSEDED SURVEY CONTROL
 DU2100
 DU2100  NAD 83(1986)-  33 17 32.13048(N)    111 38 05.83944(W) AD(       ) 2
 DU2100  NAD 27      -  33 17 31.94606(N)    111 38 03.36105(W) AD(       ) 2
 DU2100  NGVD 29 (07/19/86)  422.2    (m)         1385.     (f) VERT ANG    3  
 DU2100
 DU2100.Superseded values are not recommended for survey control.
 DU2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2100.See file dsdata.txt to determine how the superseded data were derived.
 DU2100
 DU2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4088183867(NAD 83)
 DU2100_MARKER: DD = SURVEY DISK
 DU2100_SETTING: 0 = UNSPECIFIED SETTING
 DU2100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2100
 DU2100  HISTORY     - Date     Condition        Report By
 DU2100  HISTORY     - 1976     MONUMENTED       USGLO
 DU2100  HISTORY     - 1979     GOOD             NGS
 DU2100  HISTORY     - 19950210 GOOD             USPSQD
 DU2100  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2100
 DU2100                          STATION DESCRIPTION
 DU2100
 DU2100'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2100'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF QUEEN CREEK NEAR
 DU2100'THE INTERSECTION OF ELLSWORTH RD. AND PECOS RD. IN T2S, R7E.
 DU2100'
 DU2100'THE STATION IS A 3 INCH MARICOPA COUNTY BRASS CAP WITH A CHISELED
 DU2100'CROSS AND A PUNCH MARK AND IS SET IN CONCRETE IN A CAST IRON
 DU2100'HANDHOLE 6 INCH BELOW THE SURFACE OF ROADWAY.  THE STATION IS
 DU2100'1.5 FEET EAST OF CENTERLINE OF ELLSWORTH RD. AND 18 FEET SOUTH
 DU2100'OF CENTERLINE OF PECOS RD.
 DU2100'
 DU2100'TO REACH THE STATION FROM QUEEN CREEK, TRAVEL NORTH ON ELLSWORTH
 DU2100'RD. FOR 3 MILES TO THE STATION NEAR THE INTERSECTION OF PECOS RD.
 DU2100'
 DU2100'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2100
 DU2100                          STATION RECOVERY (1979)
 DU2100
 DU2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2100'THE STATION, MARKED WITH A 3 INCH MARICOPA COUNTY HIGHWAY
 DU2100'DEPARTMENT DISK, WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DU2100'DESCRIBED.
 DU2100'
 DU2100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2100'2.5 MILES EAST-SOUTHEAST OF WILLIAMS AIR FORCE BASE.
 DU2100
 DU2100                          STATION RECOVERY (1995)
 DU2100
 DU2100'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2100'RECOVERED IN GOOD CONDITION.
 DU2100
 DU2100                          STATION RECOVERY (2006)
 DU2100
 DU2100'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2100'THE ADJUSTED COORDINATES POINT INTO THE NEWLY WIDENED AND PAVED
 DU2100'INTERSECTION OF ELLSWORTH AND PECOS ROADS. NO HANDHOLE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2129 ***********************************************************************
 DU2129  DESIGNATION -  T2S R7E SEC 33 SW COR
 DU2129  PID         -  DU2129
 DU2129  STATE/COUNTY-  AZ/MARICOPA
 DU2129  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2129
 DU2129                         *CURRENT SURVEY CONTROL
 DU2129  ___________________________________________________________________
 DU2129* NAD 83(1992)-  33 12 17.65576(N)    111 39 06.17619(W)     ADJUSTED  
 DU2129* NAVD 88     -       435.1    (meters)    1427.     (feet)  VERTCON   
 DU2129  ___________________________________________________________________
 DU2129  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DU2129  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU2129  HORZ ORDER  -  SECOND
 DU2129
 DU2129.The horizontal coordinates were established by classical geodetic methods
 DU2129.and adjusted by the National Geodetic Survey in August 1993.
 DU2129
 DU2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2129
 DU2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2129
 DU2129.The geoid height was determined by GEOID03.
 DU2129
 DU2129;                    North         East     Units Scale Factor Converg.
 DU2129;SPC AZ C     -   244,505.729   238,060.701   MT  0.99990752   +0 08 42.3
 DU2129;SPC AZ C     -   802,184.15    781,039.05   iFT  0.99990752   +0 08 42.3
 DU2129;UTM  12      - 3,674,192.220   439,260.029   MT  0.99964549   -0 21 24.9
 DU2129
 DU2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2129!SPC AZ C     -   0.99993634  x   0.99990752  =   0.99984387
 DU2129!UTM  12      -   0.99993634  x   0.99964549  =   0.99958186
 DU2129
 DU2129:                Primary Azimuth Mark                     Grid Az
 DU2129:SPC AZ C     -  RIGGS RM 1                               067 48 56.5
 DU2129:UTM  12      -  RIGGS RM 1                               068 19 03.7
 DU2129
 DU2129|---------------------------------------------------------------------|
 DU2129| PID    Reference Object                     Distance      Geod. Az  |
 DU2129|                                                           dddmmss.s |
 DU2129| DU2128 RIGGS RM 1                          APPROX. 1.7 KM 0675738.8 |
 DU2129|---------------------------------------------------------------------|
 DU2129
 DU2129                          SUPERSEDED SURVEY CONTROL
 DU2129
 DU2129  NAD 83(1986)-  33 12 17.65006(N)    111 39 06.17882(W) AD(       ) 2
 DU2129  NAD 27      -  33 12 17.45596(N)    111 39 03.70142(W) AD(       ) 2
 DU2129  NGVD 29 (07/19/86)  434.6    (m)         1426.     (f) VERT ANG    3  
 DU2129
 DU2129.Superseded values are not recommended for survey control.
 DU2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2129.See file dsdata.txt to determine how the superseded data were derived.
 DU2129
 DU2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3926074192(NAD 83)
 DU2129_MARKER: P = PIPE CAP
 DU2129_SETTING: 0 = UNSPECIFIED SETTING
 DU2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2129+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 DU2129
 DU2129  HISTORY     - Date     Condition        Report By
 DU2129  HISTORY     - 1976     MONUMENTED       USGLO
 DU2129  HISTORY     - 20060914 GOOD             GEOCAC
 DU2129
 DU2129                          STATION DESCRIPTION
 DU2129
 DU2129'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2129'THE STATION IS LOCATED ABOUT 3.2 MILES SOUTH SOUTH-WEST OF QUEEN
 DU2129'CREEK NEAR THE CENTERLINE OF HUNT HWY. EXTENDED IN T2S, R7E ON
 DU2129'MARICOPA-PINAL COUNTY LINE.
 DU2129'
 DU2129'THE STATION IS A STANDARD GENERAL LAND OFFICE BRASS CAP STAMPED
 DU2129'32 33 5 4 1916 AND IS SET ON A 1 INCH PIPE 3 INCHES BELOW GROUND
 DU2129'LEVEL.  THE MARK IS 3 FEET NORTH OF CENTERLINE OF HUNT
 DU2129'HWY. EXTENDED AND ON CENTERLINE OF A ROAD NORTH.
 DU2129'
 DU2129'TO REACH THE STATION FROM QUEEN CREEK, GO SOUTH ON ELLSWORTH
 DU2129'RD. FOR 3 MILES TO HUNT HWY., TURN RIGHT (WEST) ON EXTENSION OF
 DU2129'HUNT HWY, AND GO 1 MILE TO A ROAD LEADING NORTH AND THE STATION.
 DU2129'
 DU2129'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2129
 DU2129                          STATION RECOVERY (2006)
 DU2129
 DU2129'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2125 ***********************************************************************
 DU2125  DESIGNATION -  T2S R7E SEC 34 SW COR
 DU2125  PID         -  DU2125
 DU2125  STATE/COUNTY-  AZ/MARICOPA
 DU2125  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2125
 DU2125                         *CURRENT SURVEY CONTROL
 DU2125  ___________________________________________________________________
 DU2125* NAD 83(1992)-  33 12 18.13234(N)    111 38 04.00795(W)     ADJUSTED  
 DU2125* NAVD 88     -       438.9    (meters)    1440.     (feet)  VERTCON   
 DU2125  ___________________________________________________________________
 DU2125  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DU2125  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU2125  HORZ ORDER  -  SECOND
 DU2125
 DU2125.The horizontal coordinates were established by classical geodetic methods
 DU2125.and adjusted by the National Geodetic Survey in August 1993.
 DU2125
 DU2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2125
 DU2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2125
 DU2125.The geoid height was determined by GEOID03.
 DU2125
 DU2125;                    North         East     Units Scale Factor Converg.
 DU2125;SPC AZ C     -   244,524.620   239,670.607   MT  0.99990853   +0 09 16.4
 DU2125;SPC AZ C     -   802,246.13    786,320.89   iFT  0.99990853   +0 09 16.4
 DU2125;UTM  12      - 3,674,197.003   440,869.614   MT  0.99964311   -0 20 50.8
 DU2125
 DU2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2125!SPC AZ C     -   0.99993574  x   0.99990853  =   0.99984428
 DU2125!UTM  12      -   0.99993574  x   0.99964311  =   0.99957888
 DU2125
 DU2125:                Primary Azimuth Mark                     Grid Az
 DU2125:SPC AZ C     -  RIGGS RM 1                               358 14 13.8
 DU2125:UTM  12      -  RIGGS RM 1                               358 44 21.0
 DU2125
 DU2125|---------------------------------------------------------------------|
 DU2125| PID    Reference Object                     Distance      Geod. Az  |
 DU2125|                                                           dddmmss.s |
 DU2125| DU2128 RIGGS RM 1                          APPROX. 0.6 KM 3582330.2 |
 DU2125| DU2127 RIGGS                               APPROX. 0.6 KM 3584122.1 |
 DU2125|---------------------------------------------------------------------|
 DU2125
 DU2125                          SUPERSEDED SURVEY CONTROL
 DU2125
 DU2125  NAD 83(1986)-  33 12 18.12674(N)    111 38 04.01055(W) AD(       ) 2
 DU2125  NAD 27      -  33 12 17.93245(N)    111 38 01.53465(W) AD(       ) 2
 DU2125  NGVD 29 (07/19/86)  438.4    (m)         1438.     (f) VERT ANG    3  
 DU2125
 DU2125.Superseded values are not recommended for survey control.
 DU2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2125.See file dsdata.txt to determine how the superseded data were derived.
 DU2125
 DU2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4087074197(NAD 83)
 DU2125_MARKER: DD = SURVEY DISK
 DU2125_SETTING: 0 = UNSPECIFIED SETTING
 DU2125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2125
 DU2125  HISTORY     - Date     Condition        Report By
 DU2125  HISTORY     - 1976     MONUMENTED       AZDT
 DU2125  HISTORY     - 19950604 GOOD             USPSQD
 DU2125  HISTORY     - 20070627 MARK NOT FOUND   GEOCAC
 DU2125
 DU2125                          STATION DESCRIPTION
 DU2125
 DU2125'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2125'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF QUEEN CREEK AT THE
 DU2125'INTERSECTION OF ELLSWORTH RD AND HUNT HWY. EXTENSION IN T2S,
 DU2125'R7E.  THE STATION IS ON COUNTY LINE MARICOPA-PINAL.
 DU2125'
 DU2125'THE STATION IS A 3 INCH MARICOPA COUNTY BRASS CAP (NO STAMPING)
 DU2125'SET IN CONCRETE IN A CAST IRON HANDHOLE 6 INCHES BELOW ROADWAY
 DU2125'SURFACE AND IS 1 FOOT EAST OF CENTERLINE OF ELLSWORTH RD. AND HUNT
 DU2125'HWY. EXTENSION.
 DU2125'
 DU2125'TO REACH THE STATION FROM QUEEN CREEK, TRAVEL SOUTH ON ELLSWORTH
 DU2125'RD FOR 3 MILES TO INTERSECTION OF HUNT HWY. AND THE STATION.
 DU2125'
 DU2125'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2125
 DU2125                          STATION RECOVERY (1995)
 DU2125
 DU2125'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2125'RECOVERED IN GOOD CONDITION.
 DU2125
 DU2125                          STATION RECOVERY (2007)
 DU2125
 DU2125'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2125'THE INTERSECTION HAS BEEN REWORKED, NO HANDWELL IS EVIDENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2126 ***********************************************************************
 DU2126  DESIGNATION -  T2S R7E SECS 15 16 21 22
 DU2126  PID         -  DU2126
 DU2126  STATE/COUNTY-  AZ/MARICOPA
 DU2126  USGS QUAD   -  CHANDLER HEIGHTS (1973)
 DU2126
 DU2126                         *CURRENT SURVEY CONTROL
 DU2126  ___________________________________________________________________
 DU2126* NAD 83(1992)-  33 14 55.17291(N)    111 38 04.21666(W)     ADJUSTED  
 DU2126* NAVD 88     -       428.1    (meters)    1405.     (feet)  VERTCON   
 DU2126  ___________________________________________________________________
 DU2126  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DU2126  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DU2126  HORZ ORDER  -  SECOND
 DU2126
 DU2126.The horizontal coordinates were established by classical geodetic methods
 DU2126.and adjusted by the National Geodetic Survey in August 1993.
 DU2126
 DU2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2126
 DU2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2126
 DU2126.The geoid height was determined by GEOID03.
 DU2126
 DU2126;                    North         East     Units Scale Factor Converg.
 DU2126;SPC AZ C     -   249,362.238   239,652.147   MT  0.99990852   +0 09 16.9
 DU2126;SPC AZ C     -   818,117.58    786,260.32   iFT  0.99990852   +0 09 16.9
 DU2126;UTM  12      - 3,679,033.313   440,893.559   MT  0.99964307   -0 20 52.4
 DU2126
 DU2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2126!SPC AZ C     -   0.99993745  x   0.99990852  =   0.99984598
 DU2126!UTM  12      -   0.99993745  x   0.99964307  =   0.99958054
 DU2126
 DU2126                          SUPERSEDED SURVEY CONTROL
 DU2126
 DU2126  NAD 83(1986)-  33 14 55.16749(N)    111 38 04.21971(W) AD(       ) 2
 DU2126  NAD 27      -  33 14 54.97814(N)    111 38 01.74309(W) AD(       ) 2
 DU2126  NGVD 29 (07/19/86)  427.6    (m)         1403.     (f) VERT ANG    3  
 DU2126
 DU2126.Superseded values are not recommended for survey control.
 DU2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2126.See file dsdata.txt to determine how the superseded data were derived.
 DU2126
 DU2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4089479033(NAD 83)
 DU2126_MARKER: P = PIPE CAP
 DU2126_SETTING: 0 = UNSPECIFIED SETTING
 DU2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2126
 DU2126  HISTORY     - Date     Condition        Report By
 DU2126  HISTORY     - 1976     MONUMENTED       USGLO
 DU2126  HISTORY     - 19950604 GOOD             USPSQD
 DU2126
 DU2126                          STATION DESCRIPTION
 DU2126
 DU2126'DESCRIBED BY US GENERAL LAND OFFICE 1976 (TT)
 DU2126'THE STATION IS LOCATED IN QUEEN CREEK AT THE INTERSECTION OF
 DU2126'ELLSWORTH RD. AND OCOTILLO RD. IN T2S, R7E.
 DU2126'
 DU2126'THE STATION IS A GENERAL LAND OFFICE DISK STAMPED 15 21 T2S,
 DU2126'R7E.  THE STATION IS A STANDARD BRASS CAP SET ON AN IRON PIPE
 DU2126'5 INCHES BELOW ROADWAY SURFACE SET IN A CAST IRON HANDHOLE.  THE
 DU2126'DISK IS IN THE CENTERLINE OF ELLSWORTH RD. AND 5 FEET SOUTH OF
 DU2126'OCOTILLO RD.
 DU2126'
 DU2126'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2126
 DU2126                          STATION RECOVERY (1995)
 DU2126
 DU2126'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0464 ***********************************************************************
 FS0464  DESIGNATION -  T30N R17W SECS 27 34 1/4 COR
 FS0464  PID         -  FS0464
 FS0464  STATE/COUNTY-  AZ/MOHAVE
 FS0464  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0464
 FS0464                         *CURRENT SURVEY CONTROL
 FS0464  ___________________________________________________________________
 FS0464* NAD 83(1986)-  35 57 11.     (N)    114 05 45.     (W)     SCALED    
 FS0464* NAVD 88     -      1066.31   (+/-2cm)    3498.4    (feet)  VERTCON   
 FS0464  ___________________________________________________________________
 FS0464  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0464  VERT ORDER  -  ? (See Below)
 FS0464
 FS0464.The horizontal coordinates were scaled from a topographic map and have
 FS0464.an estimated accuracy of +/- 6 seconds.
 FS0464
 FS0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0464.The vertical order pertains to the NGVD 29 superseded value.
 FS0464
 FS0464.The geoid height was determined by GEOID03.
 FS0464
 FS0464;                    North         East    Units  Estimated Accuracy
 FS0464;SPC AZ W     -   549,380.      182,160.      MT  (+/- 180 meters Scaled)
 FS0464
 FS0464                          SUPERSEDED SURVEY CONTROL
 FS0464
 FS0464  NGVD 29 (??/??/92) 1065.571  (m)         3495.96   (f) ADJ UNCH    ?  
 FS0464
 FS0464.Superseded values are not recommended for survey control.
 FS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0464.See file dsdata.txt to determine how the superseded data were derived.
 FS0464
 FS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV619826(NAD 83)
 FS0464_MARKER: P = PIPE CAP
 FS0464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0464_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0464_STAMPING: 1 S 27 4 S 34 1916
 FS0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0464
 FS0464  HISTORY     - Date     Condition        Report By
 FS0464  HISTORY     - 1916     MONUMENTED       USGLO
 FS0464  HISTORY     - 1950     GOOD             NGS
 FS0464
 FS0464                          STATION DESCRIPTION
 FS0464
 FS0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0464'14 MI S FROM PIERCES FERRY.
 FS0464'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0464'RANGER STATION AT PIERCES FERRY, THENCE 0.6 MILE SOUTH ALONG
 FS0464'A DIRT ROAD, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.0
 FS0464'FEET SOUTH OF A SIGNAL LAKE MEAD RECREATIONAL AREA, ABOUT 2
 FS0464'FEET HIGHER THAN THE ROAD, AND RIVETED ON THE END OF AN IRON
 FS0464'PIPE PROJECTING 2.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2088 ***********************************************************************
 AB2088  DESIGNATION -  T32N R11E 1/4 SECS 28 33
 AB2088  PID         -  AB2088
 AB2088  STATE/COUNTY-  AZ/COCONINO
 AB2088  USGS QUAD   -  MOENKOPI (1969)
 AB2088
 AB2088                         *CURRENT SURVEY CONTROL
 AB2088  ___________________________________________________________________
 AB2088* NAD 83(2007)-  36 07 06.72944(N)    111 13 15.99552(W)     ADJUSTED  
 AB2088* NAVD 88     -      1495.0    (meters)    4905.     (feet)  GPS OBS   
 AB2088  ___________________________________________________________________
 AB2088  EPOCH DATE  -        2007.00
 AB2088  X           -  -1,867,554.450 (meters)                     COMP
 AB2088  Y           -  -4,809,586.180 (meters)                     COMP
 AB2088  Z           -   3,739,691.969 (meters)                     COMP
 AB2088  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AB2088  ELLIP HEIGHT-        1471.675 (meters)          (02/10/07) ADJUSTED
 AB2088  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AB2088
 AB2088  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2088  Type    PID    Designation                      North   East  Ellip
 AB2088  -------------------------------------------------------------------
 AB2088  NETWORK AB2088 T32N R11E 1/4 SECS 28 33          1.96   3.25   6.74
 AB2088  -------------------------------------------------------------------
 AB2088
 AB2088.The horizontal coordinates were established by GPS observations
 AB2088.and adjusted by the National Geodetic Survey in February 2007.
 AB2088
 AB2088.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2088.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2088.The horizontal coordinates are valid at the epoch date displayed above.
 AB2088.The epoch date for horizontal control is a decimal equivalence
 AB2088.of Year/Month/Day.
 AB2088
 AB2088.The orthometric height was determined by GPS observations and a
 AB2088.high-resolution geoid model.
 AB2088
 AB2088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2088
 AB2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2088
 AB2088.The ellipsoidal height was determined by GPS observations
 AB2088.and is referenced to NAD 83.
 AB2088
 AB2088.The geoid height was determined by GEOID03.
 AB2088
 AB2088;                    North         East     Units Scale Factor Converg.
 AB2088;SPC AZ C     -   567,888.372   275,974.192   MT  0.99994829   +0 24 36.1
 AB2088;SPC AZ C     - 1,863,150.83    905,427.14   iFT  0.99994829   +0 24 36.1
 AB2088;UTM  12      - 3,997,118.586   480,101.743   MT  0.99960488   -0 07 49.2
 AB2088
 AB2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2088!SPC AZ C     -   0.99976908  x   0.99994829  =   0.99971738
 AB2088!UTM  12      -   0.99976908  x   0.99960488  =   0.99937405
 AB2088
 AB2088                          SUPERSEDED SURVEY CONTROL
 AB2088
 AB2088  NAD 83(1992)-  36 07 06.72919(N)    111 13 15.99498(W) AD(       ) 1
 AB2088  ELLIP H (03/15/96) 1471.709  (m)                       GP(       ) 4 1
 AB2088
 AB2088.Superseded values are not recommended for survey control.
 AB2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2088.See file dsdata.txt to determine how the superseded data were derived.
 AB2088
 AB2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE8010297119(NAD 83)
 AB2088_MARKER: P = PIPE CAP
 AB2088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2088_STAMPING: T 32N R11E 1/4 S28/S33 1962 1988
 AB2088_MARK LOGO: BLM   
 AB2088_PROJECTION: PROJECTING 40 CENTIMETERS
 AB2088_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB2088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2088+SATELLITE: SATELLITE OBSERVATIONS - 1962
 AB2088_ROD/PIPE-DEPTH: 1    meters
 AB2088
 AB2088  HISTORY     - Date     Condition        Report By
 AB2088  HISTORY     - 1962     MONUMENTED       BLM
 AB2088
 AB2088                          STATION DESCRIPTION
 AB2088
 AB2088'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1962
 AB2088'THE STATION IS LOCATED JUST SOUTH OF U.S.  HIGHWAY 160 ON THE NORTH
 AB2088'EDGE OF THE HOPI INDIAN VILLAGE OF MOENKOPI, JUST SOUTH OF TUBA CITY,
 AB2088'ON A FLAT TOPPED MESA NEAR TWO WATER STORAGE TANKS ON HOPI INDIAN
 AB2088'RESERVATION LAND.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB2088'HIGHWAY 160 AND ARIZONA HIGHWAY 264 ON THE SOUTH EDGE OF TUBA CITY AND
 AB2088'NORTH EDGE OF MOENKOPI, GO NORTHEAST ON U.S.  160 FOR 0.45 MI (0.72
 AB2088'KM) TO A PEDESTRIAN OVERPASS ACROSS THE HIGHWAY.  CONTINUE EAST FOR
 AB2088'0.2 MI (0.3 KM) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, GO
 AB2088'30 M (98.4 FT) TO A JUNCTION WITH A DIRT ROAD ON THE RIGHT.  TURN
 AB2088'RIGHT, SOUTHWEST, AND GO 0.1 MI (0.2 KM) TO A Y INTERSECTION.  GO LEFT
 AB2088'AND PROCEED 0.1 MI (0.2 KM) UPHILL TO THE TOP OF A SMALL MESA AND A Y
 AB2088'JUNCTION WITH A TRACK ROAD ON THE RIGHT.  GO LEFT, SOUTHEAST, FOR 0.05
 AB2088'MI (0.08 KM) TO A REVERSE-Y JUNCTION WITH ANOTHER TRACK ROAD ON THE
 AB2088'RIGHT AND THE STATION ON THE LEFT, EAST. THE STATION IS A 0.08 M (0.26
 AB2088'FT) DIAMETER DEPT.  OF INTERIOR - BLM CADASTRAL SURVEY DISK SET IN THE
 AB2088'TOP OF A 0.06 M (0.20 FT) DIAMETER IRON PIPE THAT PROJECTS 0.4 M (1.3
 AB2088'FT) ABOVE GROUND.  THE DISK IS STAMPED --- T 32N R11E 1/4 S28/S33 1962
 AB2088'1988 ---.  THE STATION IS 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF A
 AB2088'NORTH-SOUTH FOOTPATH, 26.5 M (86.9 FT) EAST OF THE NOSE OF A Y
 AB2088'INTERSECTION OF TRACK ROADS, AND 108.7 M (356.6 FT) NORTHEAST OF THE
 AB2088'CENTER OF THE NORTHEAST FENCE ENCLOSURE AROUND TWO YELLOW WATER
 AB2088'STORAGE TANKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0471 ***********************************************************************
 GQ0471  DESIGNATION -  T36N R10W SECS 5 8 1/4 COR
 GQ0471  PID         -  GQ0471
 GQ0471  STATE/COUNTY-  AZ/MOHAVE
 GQ0471  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0471
 GQ0471                         *CURRENT SURVEY CONTROL
 GQ0471  ___________________________________________________________________
 GQ0471* NAD 83(1986)-  36 32 32.     (N)    113 23 18.     (W)     SCALED    
 GQ0471* NAVD 88     -      1552.236  (meters)    5092.63   (feet)  POSTED    
 GQ0471  ___________________________________________________________________
 GQ0471  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 GQ0471  DYNAMIC HT  -        1550.420 (meters)    5086.67  (feet)  COMP
 GQ0471  MODELED GRAV-     979,406.3   (mgal)                       NAVD 88
 GQ0471
 GQ0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0471
 GQ0471.The horizontal coordinates were scaled from a topographic map and have
 GQ0471.an estimated accuracy of +/- 6 seconds.
 GQ0471
 GQ0471.The orthometric height was determined by differential leveling
 GQ0471.and adjusted by the  in 1992.
 GQ0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0471.rate of 0.0 thru 1.0 mm/km.
 GQ0471
 GQ0471.The geoid height was determined by GEOID03.
 GQ0471
 GQ0471.The dynamic height is computed by dividing the NAVD 88
 GQ0471.geopotential number by the normal gravity value computed on the
 GQ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0471.degrees latitude (g = 980.6199 gals.).
 GQ0471
 GQ0471.The modeled gravity was interpolated from observed gravity values.
 GQ0471
 GQ0471;                    North         East    Units  Estimated Accuracy
 GQ0471;SPC AZ W     -   614,760.      245,740.      MT  (+/- 180 meters Scaled)
 GQ0471
 GQ0471                          SUPERSEDED SURVEY CONTROL
 GQ0471
 GQ0471.No superseded survey control is available for this station.
 GQ0471
 GQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF862467(NAD 83)
 GQ0471_MARKER: DD = SURVEY DISK
 GQ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0471_SP_SET: CONCRETE POST
 GQ0471_STAMPING: 1/4 S5 S8 1924
 GQ0471_MARK LOGO: USGLO 
 GQ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0471+STABILITY: SURFACE MOTION
 GQ0471
 GQ0471  HISTORY     - Date     Condition        Report By
 GQ0471  HISTORY     - 1924     MONUMENTED       USGLO
 GQ0471  HISTORY     - 1970     GOOD             USGS
 GQ0471
 GQ0471                          STATION DESCRIPTION
 GQ0471
 GQ0471'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0471'74.2 KM (46.10 MI) SSE FROM ST GEORGE UT.
 GQ0471'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0471'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0471'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0471'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 0.2 MILES SOUTHWEST, 11 FEET
 GQ0471'EAST-SOUTHEAST OF THE ROAD, IN A CONCRETE POST PROJECTING 0.9 FEET, A
 GQ0471'STANDARD USGLO BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0784 ***********************************************************************
 DT0784  DESIGNATION -  T38N R2 3E SEC 2 CC SC18RO
 DT0784  PID         -  DT0784
 DT0784  STATE/COUNTY-  AZ/GRAHAM
 DT0784  USGS QUAD   -  GILA PEAK (1989)
 DT0784
 DT0784                         *CURRENT SURVEY CONTROL
 DT0784  ___________________________________________________________________
 DT0784* NAD 83(1992)-  33 11 37.52159(N)    109 57 06.57651(W)     ADJUSTED  
 DT0784* NAVD 88     -      2022.     (meters)    6634.     (feet)  SCALED    
 DT0784  ___________________________________________________________________
 DT0784  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 DT0784  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DT0784  HORZ ORDER  -  SECOND
 DT0784
 DT0784.The horizontal coordinates were established by classical geodetic methods
 DT0784.and adjusted by the National Geodetic Survey in August 1993.
 DT0784
 DT0784.The orthometric height was scaled from a topographic map.
 DT0784
 DT0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0784
 DT0784.The geoid height was determined by GEOID03.
 DT0784
 DT0784;                    North         East     Units Scale Factor Converg.
 DT0784;SPC AZ E     -   243,258.692   233,391.492   MT  0.99990495   +0 07 03.4
 DT0784;SPC AZ E     -   798,092.82    765,720.12   iFT  0.99990495   +0 07 03.4
 DT0784;UTM  12      - 3,673,256.394   597,703.595   MT  0.99971769   +0 34 26.0
 DT0784
 DT0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0784!SPC AZ E     -   0.99968680  x   0.99990495  =   0.99959178
 DT0784!UTM  12      -   0.99968680  x   0.99971769  =   0.99940458
 DT0784
 DT0784                          SUPERSEDED SURVEY CONTROL
 DT0784
 DT0784  NAD 83(1986)-  33 11 37.51727(N)    109 57 06.57723(W) AD(       ) 2
 DT0784  NAD 27      -  33 11 37.32070(N)    109 57 04.26460(W) AD(       ) 2
 DT0784
 DT0784.Superseded values are not recommended for survey control.
 DT0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0784.See file dsdata.txt to determine how the superseded data were derived.
 DT0784
 DT0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9770473256(NAD 83)
 DT0784_MARKER: DD = SURVEY DISK
 DT0784_SETTING: 0 = UNSPECIFIED SETTING
 DT0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0784
 DT0784  HISTORY     - Date     Condition        Report By
 DT0784  HISTORY     - 1960     MONUMENTED       BLM
 DT0784
 DT0784                          STATION DESCRIPTION
 DT0784
 DT0784'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1960
 DT0784'THE CADASTRAL SURVEY DISK, STAMPED T 38 R2 3E S2 CC SC18RO 1955,
 DT0784'IS A U.S. BUREAU OF LAND MANAGEMENT DISK RIVETED TO THE TOP OF
 DT0784'2 INCH IRON PIPE THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0975 ***********************************************************************
 DV0975  DESIGNATION -  T3N R10W SECS 23 24 25 26
 DV0975  PID         -  DV0975
 DV0975  STATE/COUNTY-  AZ/MARICOPA
 DV0975  USGS QUAD   -  BIG HORN PEAK (1990)
 DV0975
 DV0975                         *CURRENT SURVEY CONTROL
 DV0975  ___________________________________________________________________
 DV0975* NAD 83(1986)-  33 34 50.     (N)    113 14 55.     (W)     SCALED    
 DV0975* NAVD 88     -       418.929  (meters)    1374.44   (feet)  ADJUSTED  
 DV0975  ___________________________________________________________________
 DV0975  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV0975  DYNAMIC HT  -         418.433 (meters)    1372.81  (feet)  COMP
 DV0975  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 DV0975
 DV0975  VERT ORDER  -  FIRST     CLASS II
 DV0975
 DV0975.The horizontal coordinates were scaled from a topographic map and have
 DV0975.an estimated accuracy of +/- 6 seconds.
 DV0975
 DV0975.The orthometric height was determined by differential leveling
 DV0975.and adjusted in June 1991.
 DV0975
 DV0975.The geoid height was determined by GEOID03.
 DV0975
 DV0975.The dynamic height is computed by dividing the NAVD 88
 DV0975.geopotential number by the normal gravity value computed on the
 DV0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0975.degrees latitude (g = 980.6199 gals.).
 DV0975
 DV0975.The modeled gravity was interpolated from observed gravity values.
 DV0975
 DV0975;                    North         East    Units  Estimated Accuracy
 DV0975;SPC AZ C     -   286,930.       89,720.      MT  (+/- 180 meters Scaled)
 DV0975
 DV0975                          SUPERSEDED SURVEY CONTROL
 DV0975
 DV0975  NGVD 29 (??/??/92)  418.274  (m)         1372.29   (f) ADJ UNCH    1 2
 DV0975
 DV0975.Superseded values are not recommended for survey control.
 DV0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0975.See file dsdata.txt to determine how the superseded data were derived.
 DV0975
 DV0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC913179(NAD 83)
 DV0975_MARKER: P = PIPE CAP
 DV0975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0975_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0975_STAMPING: T 3 N R 10 W S 23 S 24 S 25 S 26 4
 DV0975_MARK LOGO: USGLO 
 DV0975_PROJECTION: PROJECTING 30 CENTIMETERS
 DV0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0975
 DV0975  HISTORY     - Date     Condition        Report By
 DV0975  HISTORY     - UNK      MONUMENTED       USGLO
 DV0975  HISTORY     - 1934     GOOD             NGS
 DV0975  HISTORY     - 1981     GOOD             NGS
 DV0975
 DV0975                          STATION DESCRIPTION
 DV0975
 DV0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0975'25.4 MI SE FROM SALOME.
 DV0975'IN MARICOPA COUNTY, 25.4 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD
 DV0975'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, 2.3 MILES
 DV0975'NORTHWEST OF THE MOSHER RANCH HOUSE, OPPOSITE THE SOUTHWEST CORNER OF
 DV0975'A LARGE FARM CLEARING WHICH BORDERS AN ABANDONED ROAD ON THE NORTH,
 DV0975'127 YARDS NORTHEAST OF A LONE GIANT CACTUS, 68 YARDS NORTH OF THE
 DV0975'CENTERLINE OF THE ROAD, 50 FEET SOUTH OF THE CENTERLINE OF AN
 DV0975'ABANDONED ROAD, NEAR A MESQUITE TREE, AND 25 FEET SOUTH OF A DITCH ON
 DV0975'THE SOUTH SIDE OF THE ROAD.  A UNITED STATES GENERAL LAND OFFICE
 DV0975'STANDARD SECTION-CORNER CAP, STAMPED T 3 N R 10 W S 23 S 24 S 25 S 26
 DV0975'4 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 10 INCHES
 DV0975'ABOVE GROUND.
 DV0975
 DV0975                          STATION RECOVERY (1981)
 DV0975
 DV0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0975'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0975'AT TONOPAH, THENCE 20.9 KM (13.0 MI) NORTHWEST ALONG SALOME ROAD,
 DV0975'151.8 METERS (498 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 DV0975'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 DV0975'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1022 ***********************************************************************
 DV1022  DESIGNATION -  T3N R11 10W SECS 25 30 31 36
 DV1022  PID         -  DV1022
 DV1022  STATE/COUNTY-  AZ/LA PAZ
 DV1022  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1022
 DV1022                         *CURRENT SURVEY CONTROL
 DV1022  ___________________________________________________________________
 DV1022* NAD 83(1986)-  33 33 58.     (N)    113 20 06.     (W)     SCALED    
 DV1022* NAVD 88     -       415.73   (+/-2cm)    1363.9    (feet)  VERTCON   
 DV1022  ___________________________________________________________________
 DV1022  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1022
 DV1022.The horizontal coordinates were scaled from a topographic map and have
 DV1022.an estimated accuracy of +/- 6 seconds.
 DV1022
 DV1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1022.The vertical order pertains to the NGVD 29 superseded value.
 DV1022
 DV1022.The geoid height was determined by GEOID03.
 DV1022
 DV1022;                    North         East    Units  Estimated Accuracy
 DV1022;SPC AZ W     -   284,620.      251,890.      MT  (+/- 180 meters Scaled)
 DV1022
 DV1022                          SUPERSEDED SURVEY CONTROL
 DV1022
 DV1022  NGVD 29 (??/??/92)  415.076  (m)         1361.80   (f) ADJ UNCH    2 0
 DV1022
 DV1022.Superseded values are not recommended for survey control.
 DV1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1022.See file dsdata.txt to determine how the superseded data were derived.
 DV1022
 DV1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC832164(NAD 83)
 DV1022_MARKER: P = PIPE CAP
 DV1022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV1022_STAMPING: S25 S30 S36 S31 T3N R11W R10W 1914
 DV1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1022
 DV1022  HISTORY     - Date     Condition        Report By
 DV1022  HISTORY     - 1914     MONUMENTED       USGLO
 DV1022  HISTORY     - 1962     GOOD             NGS
 DV1022
 DV1022                          STATION DESCRIPTION
 DV1022
 DV1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1022'26.2 MI SE FROM SALOME.
 DV1022'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1022'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 1.0 MILE
 DV1022'WEST ALONG A TRACK ROAD, THENCE 1.7 MILES SOUTH ALONG A TRACK ROAD,
 DV1022'THENCE 2.0 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE
 DV1022'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, ABOUT
 DV1022'0.05 MILE WEST OF TRAVERSE STATION YUMARI, AND ABOUT 50 YARDS SOUTH OF
 DV1022'THE BLADED TRACK, A G.L.O.S. CAP ON METAL PIPE PROJECTING 12 INCHES.
 DV1022'NOTE-- THE MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT SALOME BY
 DV1022'GOING 22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD, THENCE 3.2
 DV1022'MILES SOUTH ALONG A NARROW BLADED ROAD, THENCE 2.0 MILES
 DV1022'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1022'STRIP OF PROPOSED INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1016 ***********************************************************************
 DV1016  DESIGNATION -  T3N R11W SECS 13 14 1/4 COR
 DV1016  PID         -  DV1016
 DV1016  STATE/COUNTY-  AZ/LA PAZ
 DV1016  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1016
 DV1016                         *CURRENT SURVEY CONTROL
 DV1016  ___________________________________________________________________
 DV1016* NAD 83(1986)-  33 35 42.     (N)    113 21 40.     (W)     SCALED    
 DV1016* NAVD 88     -       430.54   (+/-2cm)    1412.5    (feet)  VERTCON   
 DV1016  ___________________________________________________________________
 DV1016  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1016
 DV1016.The horizontal coordinates were scaled from a topographic map and have
 DV1016.an estimated accuracy of +/- 6 seconds.
 DV1016
 DV1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1016.The vertical order pertains to the NGVD 29 superseded value.
 DV1016
 DV1016.The geoid height was determined by GEOID03.
 DV1016
 DV1016;                    North         East    Units  Estimated Accuracy
 DV1016;SPC AZ W     -   287,810.      249,460.      MT  (+/- 180 meters Scaled)
 DV1016
 DV1016                          SUPERSEDED SURVEY CONTROL
 DV1016
 DV1016  NGVD 29 (??/??/92)  429.864  (m)         1410.31   (f) ADJ UNCH    2 0
 DV1016
 DV1016.Superseded values are not recommended for survey control.
 DV1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1016.See file dsdata.txt to determine how the superseded data were derived.
 DV1016
 DV1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC809197(NAD 83)
 DV1016_MARKER: P = PIPE CAP
 DV1016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV1016_STAMPING: S 14 S 13 1912
 DV1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1016
 DV1016  HISTORY     - Date     Condition        Report By
 DV1016  HISTORY     - 1912     MONUMENTED       USGLO
 DV1016  HISTORY     - 1962     GOOD             NGS
 DV1016
 DV1016                          STATION DESCRIPTION
 DV1016
 DV1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1016'22.0 MI SE FROM SALOME.
 DV1016'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1016'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, THENCE 0.5 MILE
 DV1016'WEST ALONG A TRACK ROAD, 65 FEET NORTH OF THE CENTER OF THE TRACK
 DV1016'ROAD, 2.1 FEET NORTHWEST OF A METAL WITNESS POST, AND IS A G.L.O.S.
 DV1016'CAP ON METAL PIPE SURROUNDED BY CONCRETE, AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1017 ***********************************************************************
 DV1017  DESIGNATION -  T3N R11W SECS 13 14 23 24
 DV1017  PID         -  DV1017
 DV1017  STATE/COUNTY-  AZ/LA PAZ
 DV1017  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1017
 DV1017                         *CURRENT SURVEY CONTROL
 DV1017  ___________________________________________________________________
 DV1017* NAD 83(1986)-  33 35 42.     (N)    113 21 09.     (W)     SCALED    
 DV1017* NAVD 88     -       432.16   (+/-2cm)    1417.8    (feet)  VERTCON   
 DV1017  ___________________________________________________________________
 DV1017  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1017
 DV1017.The horizontal coordinates were scaled from a topographic map and have
 DV1017.an estimated accuracy of +/- 6 seconds.
 DV1017
 DV1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1017.The vertical order pertains to the NGVD 29 superseded value.
 DV1017
 DV1017.The geoid height was determined by GEOID03.
 DV1017
 DV1017;                    North         East    Units  Estimated Accuracy
 DV1017;SPC AZ W     -   287,820.      250,250.      MT  (+/- 180 meters Scaled)
 DV1017
 DV1017                          SUPERSEDED SURVEY CONTROL
 DV1017
 DV1017  NGVD 29 (??/??/92)  431.490  (m)         1415.65   (f) ADJ UNCH    2 0
 DV1017
 DV1017.Superseded values are not recommended for survey control.
 DV1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1017.See file dsdata.txt to determine how the superseded data were derived.
 DV1017
 DV1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC817197(NAD 83)
 DV1017_MARKER: P = PIPE CAP
 DV1017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV1017_STAMPING: T 3 N R 11W S 14 S 13 S 23 S 24
 DV1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1017
 DV1017  HISTORY     - Date     Condition        Report By
 DV1017  HISTORY     - UNK      MONUMENTED       USGLO
 DV1017  HISTORY     - 1962     GOOD             NGS
 DV1017  HISTORY     - 20060519 GOOD             GEOCAC
 DV1017
 DV1017                          STATION DESCRIPTION
 DV1017
 DV1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1017'21.5 MI SE FROM SALOME.
 DV1017'18.5 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1017'AT SALOME, THENCE 3.0 MILES SOUTH ALONG A BLADED ROAD, AT THE JUNCTION
 DV1017'OF A TRACK ROAD LEADING WEST, 9 FEET WEST OF THE CENTER OF THE BLADED
 DV1017'ROAD, 42 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 1.8 FEET SOUTH OF
 DV1017'A METAL WITNESS POST, AND IS A G.L.O.S. CAP ON METAL PIPE SURROUNDED
 DV1017'BY CONCRETE, AND PROJECTING 12 INCHES.
 DV1017
 DV1017                          STATION RECOVERY (2006)
 DV1017
 DV1017'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1017'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE WITNESS POST WAS
 DV1017'NOT FOUND, THE BLADED ROAD IS AVENUE 75, LOCATED 25 FEET WEST OF THE
 DV1017'CENTERLINE OF AVENUE 75 (WHICH IS PAVED IN THIS AREA), AND 25 FEET
 DV1017'NORTH OF THE CENTERLINE OF A GATED TRACK ROAD UNDER A BARBWIRE FENCE.
 DV1017'HANDHELD COORDINATES ARE
 DV1017'33 35 42.48 (N)   113 21 09.18 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1972 ***********************************************************************
 DV1972  DESIGNATION -  T3N R15W SECS 25 26 35 36
 DV1972  PID         -  DV1972
 DV1972  STATE/COUNTY-  AZ/LA PAZ
 DV1972  USGS QUAD   -  NEW WATER WELL (1990)
 DV1972
 DV1972                         *CURRENT SURVEY CONTROL
 DV1972  ___________________________________________________________________
 DV1972* NAD 83(1992)-  33 33 57.42800(N)    113 46 02.03687(W)     ADJUSTED  
 DV1972* NAVD 88     -       358.81   (+/-2cm)    1177.2    (feet)  VERTCON   
 DV1972  ___________________________________________________________________
 DV1972  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DV1972  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DV1972  HORZ ORDER  -  SECOND
 DV1972  VERT ORDER  -  THIRD ? (See Below)
 DV1972
 DV1972.The horizontal coordinates were established by classical geodetic methods
 DV1972.and adjusted by the National Geodetic Survey in August 1993.
 DV1972
 DV1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1972.The vertical order pertains to the NGVD 29 superseded value.
 DV1972
 DV1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1972
 DV1972.The geoid height was determined by GEOID03.
 DV1972
 DV1972;                    North         East     Units Scale Factor Converg.
 DV1972;SPC AZ W     -   284,524.365   211,760.038   MT  0.99993336   -0 00 34.3
 DV1972;SPC AZ W     -   933,478.89    694,750.78   iFT  0.99993336   -0 00 34.3
 DV1972;UTM  12      - 3,717,462.706   243,120.552   MT  1.00041360   -1 31 51.0
 DV1972
 DV1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1972!SPC AZ W     -   0.99994859  x   0.99993336  =   0.99988196
 DV1972!UTM  12      -   0.99994859  x   1.00041360  =   1.00036217
 DV1972
 DV1972                          SUPERSEDED SURVEY CONTROL
 DV1972
 DV1972  NAD 83(1986)-  33 33 57.42411(N)    113 46 02.04810(W) AD(       ) 2
 DV1972  NAD 27      -  33 33 57.31000(N)    113 45 59.29000(W) AD(       ) 2
 DV1972  NGVD 29 (07/19/86)  358.13   (m)         1175.0    (f) LEVELING    3  
 DV1972
 DV1972.Superseded values are not recommended for survey control.
 DV1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1972.See file dsdata.txt to determine how the superseded data were derived.
 DV1972
 DV1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4312117463(NAD 83)
 DV1972_MARKER: P = PIPE CAP
 DV1972_SETTING: 0 = UNSPECIFIED SETTING
 DV1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1972
 DV1972  HISTORY     - Date     Condition        Report By
 DV1972  HISTORY     - 1949     MONUMENTED       USGLO
 DV1972
 DV1972                          STATION DESCRIPTION
 DV1972
 DV1972'DESCRIBED BY US GENERAL LAND OFFICE 1949
 DV1972'THE STATION MARK IS A GENERAL LAND OFFICE SURVEY, CAPPED, 2-INCH
 DV1972'GALVANIZED PIPE SET IN THE GROUND 8 FEET EAST OF THE CENTER
 DV1972'LINE OF DIRT ROAD, PROJECTS 12 INCHES AND STAMPED, T3N R15W
 DV1972'S26 S25 S35 S36 1926.
 DV1972'
 DV1972'TO REACH THE STATION FROM HOPE, GO WEST ON U.S. HIGHWAY 60
 DV1972'AND 70 FOR 3.6 MILES TO CROSS ROAD.  TURN LEFT, SOUTH, ON
 DV1972'GRADED ROAD AND CONTINUE STRAIGHT AHEAD FOR 10.4 MILES TO A
 DV1972'DIAGONAL INTERSECTION.  CONTINUE STRAIGHT AHEAD ALONG SECTION
 DV1972'LINE FOR 0.35 MILE TO STATION HOPE ON THE RIGHT, WEST, AS
 DV1972'DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1781 ***********************************************************************
 DV1781  DESIGNATION -  T3N R1E SEC 1 1/4 COR NORTH
 DV1781  PID         -  DV1781
 DV1781  STATE/COUNTY-  AZ/MARICOPA
 DV1781  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1781
 DV1781                         *CURRENT SURVEY CONTROL
 DV1781  ___________________________________________________________________
 DV1781* NAD 83(1986)-  33 38 18.     (N)    112 12 39.     (W)     SCALED    
 DV1781* NAVD 88     -       372.271  (meters)    1221.36   (feet)  ADJUSTED  
 DV1781  ___________________________________________________________________
 DV1781  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1781  DYNAMIC HT  -         371.842 (meters)    1219.95  (feet)  COMP
 DV1781  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DV1781
 DV1781  VERT ORDER  -  SECOND    CLASS I
 DV1781
 DV1781.The horizontal coordinates were scaled from a topographic map and have
 DV1781.an estimated accuracy of +/- 6 seconds.
 DV1781
 DV1781.The orthometric height was determined by differential leveling
 DV1781.and adjusted in November 1993.
 DV1781
 DV1781.The geoid height was determined by GEOID03.
 DV1781
 DV1781.The dynamic height is computed by dividing the NAVD 88
 DV1781.geopotential number by the normal gravity value computed on the
 DV1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1781.degrees latitude (g = 980.6199 gals.).
 DV1781
 DV1781.The modeled gravity was interpolated from observed gravity values.
 DV1781
 DV1781;                    North         East    Units  Estimated Accuracy
 DV1781;SPC AZ C     -   292,580.      186,070.      MT  (+/- 180 meters Scaled)
 DV1781
 DV1781                          SUPERSEDED SURVEY CONTROL
 DV1781
 DV1781.No superseded survey control is available for this station.
 DV1781
 DV1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC877227(NAD 83)
 DV1781_MARKER: DD = SURVEY DISK
 DV1781_SETTING: 0 = UNSPECIFIED SETTING
 DV1781_SP_SET: CONCRETE HANDHOLE
 DV1781_MARK LOGO: AZ-013
 DV1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1781
 DV1781  HISTORY     - Date     Condition        Report By
 DV1781  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1781  HISTORY     - 1982     GOOD             AZDT
 DV1781  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV1781
 DV1781                          STATION DESCRIPTION
 DV1781
 DV1781'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1781'8.85 KM (5.5 MI) NORTH FROM PEORIA.
 DV1781'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1781'AVENUE IN PEORIA, THENCE 2.41 KM (1.5 MI) EAST ALONG BELL ROAD, SET ON
 DV1781'THE CENTERLINE OF BELL ROAD, 250.0 FT (76.2 METERS) EAST OF EAST END
 DV1781'OF SKUNK CREEK BRIDGE, A STANDARD MARICOPA COUNTY BRASS CAP SET IN
 DV1781'CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1781
 DV1781                          STATION RECOVERY (2004)
 DV1781
 DV1781'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV1781'NOT FOUND.  ROAD WIDENED SUBSTANTIALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1777 ***********************************************************************
 DV1777  DESIGNATION -  T3N R1E SEC 1 NW COR
 DV1777  PID         -  DV1777
 DV1777  STATE/COUNTY-  AZ/MARICOPA
 DV1777  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1777
 DV1777                         *CURRENT SURVEY CONTROL
 DV1777  ___________________________________________________________________
 DV1777* NAD 83(1986)-  33 38 17.     (N)    112 13 13.     (W)     SCALED    
 DV1777* NAVD 88     -       368.822  (meters)    1210.04   (feet)  ADJUSTED  
 DV1777  ___________________________________________________________________
 DV1777  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DV1777  DYNAMIC HT  -         368.397 (meters)    1208.65  (feet)  COMP
 DV1777  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 DV1777
 DV1777  VERT ORDER  -  SECOND    CLASS I
 DV1777
 DV1777.The horizontal coordinates were scaled from a topographic map and have
 DV1777.an estimated accuracy of +/- 6 seconds.
 DV1777
 DV1777.The orthometric height was determined by differential leveling
 DV1777.and adjusted in November 1993.
 DV1777
 DV1777.The geoid height was determined by GEOID03.
 DV1777
 DV1777.The dynamic height is computed by dividing the NAVD 88
 DV1777.geopotential number by the normal gravity value computed on the
 DV1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1777.degrees latitude (g = 980.6199 gals.).
 DV1777
 DV1777.The modeled gravity was interpolated from observed gravity values.
 DV1777
 DV1777;                    North         East    Units  Estimated Accuracy
 DV1777;SPC AZ C     -   292,550.      185,200.      MT  (+/- 180 meters Scaled)
 DV1777
 DV1777                          SUPERSEDED SURVEY CONTROL
 DV1777
 DV1777.No superseded survey control is available for this station.
 DV1777
 DV1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC868226(NAD 83)
 DV1777_MARKER: DD = SURVEY DISK
 DV1777_SETTING: 0 = UNSPECIFIED SETTING
 DV1777_SP_SET: CONCRETE HANDHOLE
 DV1777_MARK LOGO: AZ-013
 DV1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1777
 DV1777  HISTORY     - Date     Condition        Report By
 DV1777  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1777  HISTORY     - 1983     GOOD             AZDT
 DV1777  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV1777
 DV1777                          STATION DESCRIPTION
 DV1777
 DV1777'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1777'8.05 KM (5.0 MI) NORTH FROM PEORIA.
 DV1777'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1777'AVENUE IN PEORIA, THENCE 1.61 KM (1.0 MI) EAST ALONG BELL ROAD TO 75TH
 DV1777'AVENUE, IN THE CENTER OF THE INTERSECTION, A STANDARD MARICOPA COUNTY
 DV1777'BRASS CAP IN CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1777
 DV1777                          STATION RECOVERY (2004)
 DV1777
 DV1777'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV1777'NOT FOUND.  ROAD WIDENED SUBSTANTIALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1758 ***********************************************************************
 DV1758  DESIGNATION -  T3N R1E SEC 11 NW COR
 DV1758  PID         -  DV1758
 DV1758  STATE/COUNTY-  AZ/MARICOPA
 DV1758  USGS QUAD   -  GLENDALE (1982)
 DV1758
 DV1758                         *CURRENT SURVEY CONTROL
 DV1758  ___________________________________________________________________
 DV1758* NAD 83(1986)-  33 37 29.     (N)    112 14 15.     (W)     SCALED    
 DV1758* NAVD 88     -       359.516  (meters)    1179.51   (feet)  ADJUSTED  
 DV1758  ___________________________________________________________________
 DV1758  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DV1758  DYNAMIC HT  -         359.102 (meters)    1178.15  (feet)  COMP
 DV1758  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DV1758
 DV1758  VERT ORDER  -  SECOND    CLASS I
 DV1758
 DV1758.The horizontal coordinates were scaled from a topographic map and have
 DV1758.an estimated accuracy of +/- 6 seconds.
 DV1758
 DV1758.The orthometric height was determined by differential leveling
 DV1758.and adjusted in November 1993.
 DV1758
 DV1758.The geoid height was determined by GEOID03.
 DV1758
 DV1758.The dynamic height is computed by dividing the NAVD 88
 DV1758.geopotential number by the normal gravity value computed on the
 DV1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1758.degrees latitude (g = 980.6199 gals.).
 DV1758
 DV1758.The modeled gravity was interpolated from observed gravity values.
 DV1758
 DV1758;                    North         East    Units  Estimated Accuracy
 DV1758;SPC AZ C     -   291,080.      183,590.      MT  (+/- 180 meters Scaled)
 DV1758
 DV1758                          SUPERSEDED SURVEY CONTROL
 DV1758
 DV1758.No superseded survey control is available for this station.
 DV1758
 DV1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852212(NAD 83)
 DV1758_MARKER: DD = SURVEY DISK
 DV1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1758_SP_SET: CONCRETE POST
 DV1758_MARK LOGO: AZ-013
 DV1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1758+STABILITY: SURFACE MOTION
 DV1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1758+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1758
 DV1758  HISTORY     - Date     Condition        Report By
 DV1758  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1758  HISTORY     - 1982     GOOD             AZDT
 DV1758  HISTORY     - 20060325 GOOD             USPSQD
 DV1758
 DV1758                          STATION DESCRIPTION
 DV1758
 DV1758'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1758'4.83 KM (3.0 MI) NORTH FROM PEORIA.
 DV1758'4.83 KM (3.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1758'AVENUE IN PEORIA, THE MARK IS ON CENTERLINE, 13.0 FT (3.96 METERS)
 DV1758'WEST OF THE EAST SHOULDER OF 83RD AVENUE, 34.5 FT (10.51 METERS)
 DV1758'NORTHWEST OF A POWER POLE ON THE EAST SIDE OF ROAD, 37.2 FT
 DV1758'(11.34 METERS) NORTHEAST OF A POWER POLE ON THE WEST SIDE OF ROAD, A
 DV1758'STANDARD BRASS CAP SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DV1758'ASPHALT.  NOTE--THE MARK IS NOT STAMPED.
 DV1758
 DV1758                          STATION RECOVERY (2006)
 DV1758
 DV1758'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1756 ***********************************************************************
 DV1756  DESIGNATION -  T3N R1E SEC 14 1/4 COR WEST
 DV1756  PID         -  DV1756
 DV1756  STATE/COUNTY-  AZ/MARICOPA
 DV1756  USGS QUAD   -  GLENDALE (1982)
 DV1756
 DV1756                         *CURRENT SURVEY CONTROL
 DV1756  ___________________________________________________________________
 DV1756* NAD 83(1986)-  33 36 10.     (N)    112 14 16.     (W)     SCALED    
 DV1756* NAVD 88     -       354.565  (meters)    1163.27   (feet)  ADJUSTED  
 DV1756  ___________________________________________________________________
 DV1756  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV1756  DYNAMIC HT  -         354.156 (meters)    1161.93  (feet)  COMP
 DV1756  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DV1756
 DV1756  VERT ORDER  -  SECOND    CLASS I
 DV1756
 DV1756.The horizontal coordinates were scaled from a topographic map and have
 DV1756.an estimated accuracy of +/- 6 seconds.
 DV1756
 DV1756.The orthometric height was determined by differential leveling
 DV1756.and adjusted in November 1993.
 DV1756
 DV1756.The geoid height was determined by GEOID03.
 DV1756
 DV1756.The dynamic height is computed by dividing the NAVD 88
 DV1756.geopotential number by the normal gravity value computed on the
 DV1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1756.degrees latitude (g = 980.6199 gals.).
 DV1756
 DV1756.The modeled gravity was interpolated from observed gravity values.
 DV1756
 DV1756;                    North         East    Units  Estimated Accuracy
 DV1756;SPC AZ C     -   288,650.      183,560.      MT  (+/- 180 meters Scaled)
 DV1756
 DV1756                          SUPERSEDED SURVEY CONTROL
 DV1756
 DV1756.No superseded survey control is available for this station.
 DV1756
 DV1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851188(NAD 83)
 DV1756_MARKER: DD = SURVEY DISK
 DV1756_SETTING: 0 = UNSPECIFIED SETTING
 DV1756_SP_SET: CONCRETE HANDHOLE
 DV1756_MARK LOGO: BOR   
 DV1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1756+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1756
 DV1756  HISTORY     - Date     Condition        Report By
 DV1756  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1756  HISTORY     - 1983     GOOD             AZDT
 DV1756  HISTORY     - 19950604 GOOD             USPSQD
 DV1756  HISTORY     - 20060325 GOOD             USPSQD
 DV1756
 DV1756                          STATION DESCRIPTION
 DV1756
 DV1756'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1756'IN PEORIA.
 DV1756'IN PEORIA, IN THE CENTER OF THE INTERSECTION OF 83RD AVENUE AND
 DV1756'SWEETWATER AVENUE, A STANDARD BRASS CAP SET IN CONCRETE IN A HANDHOLE.
 DV1756'NOTE--THE MARK IS NOT STAMPED.
 DV1756
 DV1756                          STATION RECOVERY (1995)
 DV1756
 DV1756'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1756'RECOVERED IN GOOD CONDITION.
 DV1756
 DV1756                          STATION RECOVERY (2006)
 DV1756
 DV1756'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1751 ***********************************************************************
 DV1751  DESIGNATION -  T3N R1E SEC 14 NW COR
 DV1751  PID         -  DV1751
 DV1751  STATE/COUNTY-  AZ/MARICOPA
 DV1751  USGS QUAD   -  GLENDALE (1982)
 DV1751
 DV1751                         *CURRENT SURVEY CONTROL
 DV1751  ___________________________________________________________________
 DV1751* NAD 83(1986)-  33 36 35.     (N)    112 14 15.     (W)     SCALED    
 DV1751* NAVD 88     -       356.663  (meters)    1170.15   (feet)  ADJUSTED  
 DV1751  ___________________________________________________________________
 DV1751  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV1751  DYNAMIC HT  -         356.253 (meters)    1168.81  (feet)  COMP
 DV1751  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 DV1751
 DV1751  VERT ORDER  -  SECOND    CLASS I
 DV1751
 DV1751.The horizontal coordinates were scaled from a topographic map and have
 DV1751.an estimated accuracy of +/- 6 seconds.
 DV1751
 DV1751.The orthometric height was determined by differential leveling
 DV1751.and adjusted in November 1993.
 DV1751
 DV1751.The geoid height was determined by GEOID03.
 DV1751
 DV1751.The dynamic height is computed by dividing the NAVD 88
 DV1751.geopotential number by the normal gravity value computed on the
 DV1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1751.degrees latitude (g = 980.6199 gals.).
 DV1751
 DV1751.The modeled gravity was interpolated from observed gravity values.
 DV1751
 DV1751;                    North         East    Units  Estimated Accuracy
 DV1751;SPC AZ C     -   289,420.      183,590.      MT  (+/- 180 meters Scaled)
 DV1751
 DV1751                          SUPERSEDED SURVEY CONTROL
 DV1751
 DV1751.No superseded survey control is available for this station.
 DV1751
 DV1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC851195(NAD 83)
 DV1751_MARKER: DD = SURVEY DISK
 DV1751_SETTING: 0 = UNSPECIFIED SETTING
 DV1751_SP_SET: CONCRETE HANDHOLE
 DV1751_MARK LOGO: AZ-013
 DV1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1751+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DV1751
 DV1751  HISTORY     - Date     Condition        Report By
 DV1751  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1751  HISTORY     - 1982     GOOD             AZDT
 DV1751  HISTORY     - 19950604 GOOD             USPSQD
 DV1751  HISTORY     - 20020330 GOOD             USPSQD
 DV1751  HISTORY     - 20051201 GOOD             USPSQD
 DV1751
 DV1751                          STATION DESCRIPTION
 DV1751
 DV1751'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1751'4.83 KM (3.0 MI) NORTH FROM PEORIA.
 DV1751'FROM OLIVE AVENUE AND 91ST AVENUE IN PEORIA TRAVEL NORTH ALONG 91ST
 DV1751'AVENUE FOR 1.0 MI (1.61 KM) TO CACTUS ROAD, THENCE EAST FOR 1.0 MI
 DV1751'(1.61 KM) TO 83RD AVENUE, THENCE NORTH FOR 1.0 MI (1.61 KM) TO THE
 DV1751'MARK IN CENTER OF INTERSECTION OF 83RD AVENUE AND THUNDERBIRD ROAD,
 DV1751'1.0 FT (0.30 METERS) WEST OF 83RD AVENUE CENTERLINE, DIRECTLY ON
 DV1751'CENTERLINE OF THUNDERBIRD ROAD, A STANDARD BRASS CAP IN HANDHOLE.
 DV1751'NOTE--THE MARK IS NOT STAMPED.
 DV1751
 DV1751                          STATION RECOVERY (1995)
 DV1751
 DV1751'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1751'RECOVERED IN GOOD CONDITION.
 DV1751
 DV1751                          STATION RECOVERY (2002)
 DV1751
 DV1751'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1751'RECOVERED IN GOOD CONDITION.
 DV1751
 DV1751                          STATION RECOVERY (2005)
 DV1751
 DV1751'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 DV1751'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1776 ***********************************************************************
 DV1776  DESIGNATION -  T3N R1E SEC 2 1/4 COR NORTH
 DV1776  PID         -  DV1776
 DV1776  STATE/COUNTY-  AZ/MARICOPA
 DV1776  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1776
 DV1776                         *CURRENT SURVEY CONTROL
 DV1776  ___________________________________________________________________
 DV1776* NAD 83(1986)-  33 38 17.     (N)    112 13 45.     (W)     SCALED    
 DV1776* NAVD 88     -       366.550  (meters)    1202.59   (feet)  ADJUSTED  
 DV1776  ___________________________________________________________________
 DV1776  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV1776  DYNAMIC HT  -         366.127 (meters)    1201.20  (feet)  COMP
 DV1776  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DV1776
 DV1776  VERT ORDER  -  SECOND    CLASS I
 DV1776
 DV1776.The horizontal coordinates were scaled from a topographic map and have
 DV1776.an estimated accuracy of +/- 6 seconds.
 DV1776
 DV1776.The orthometric height was determined by differential leveling
 DV1776.and adjusted in November 1993.
 DV1776
 DV1776.The geoid height was determined by GEOID03.
 DV1776
 DV1776.The dynamic height is computed by dividing the NAVD 88
 DV1776.geopotential number by the normal gravity value computed on the
 DV1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1776.degrees latitude (g = 980.6199 gals.).
 DV1776
 DV1776.The modeled gravity was interpolated from observed gravity values.
 DV1776
 DV1776;                    North         East    Units  Estimated Accuracy
 DV1776;SPC AZ C     -   292,560.      184,370.      MT  (+/- 180 meters Scaled)
 DV1776
 DV1776                          SUPERSEDED SURVEY CONTROL
 DV1776
 DV1776.No superseded survey control is available for this station.
 DV1776
 DV1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC860227(NAD 83)
 DV1776_MARKER: DD = SURVEY DISK
 DV1776_SETTING: 0 = UNSPECIFIED SETTING
 DV1776_SP_SET: CONCRETE HANDHOLE
 DV1776_MARK LOGO: AZ-013
 DV1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1776
 DV1776  HISTORY     - Date     Condition        Report By
 DV1776  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1776  HISTORY     - 1983     GOOD             AZDT
 DV1776  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV1776
 DV1776                          STATION DESCRIPTION
 DV1776
 DV1776'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1776'7.24 KM (4.5 MI) NORTH FROM PEORIA.
 DV1776'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1776'AVENUE IN PEORIA, THENCE 0.80 KM (0.5 MI) EAST ALONG BELL ROAD, IN THE
 DV1776'CENTERLINE OF BELL ROAD, A STANDARD MARICOPA BRASS CAP SET IN CONCRETE
 DV1776'IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1776
 DV1776                          STATION RECOVERY (2004)
 DV1776
 DV1776'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV1776'NOT FOUND.  ROAD WIDENED SUBSTANTIALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1760 ***********************************************************************
 DV1760  DESIGNATION -  T3N R1E SEC 2 NW COR
 DV1760  PID         -  DV1760
 DV1760  STATE/COUNTY-  AZ/MARICOPA
 DV1760  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1760
 DV1760                         *CURRENT SURVEY CONTROL
 DV1760  ___________________________________________________________________
 DV1760* NAD 83(1986)-  33 38 17.     (N)    112 14 16.     (W)     SCALED    
 DV1760* NAVD 88     -       367.230  (meters)    1204.82   (feet)  ADJUSTED  
 DV1760  ___________________________________________________________________
 DV1760  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV1760  DYNAMIC HT  -         366.806 (meters)    1203.43  (feet)  COMP
 DV1760  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 DV1760
 DV1760  VERT ORDER  -  SECOND    CLASS I
 DV1760
 DV1760.The horizontal coordinates were scaled from a topographic map and have
 DV1760.an estimated accuracy of +/- 6 seconds.
 DV1760
 DV1760.The orthometric height was determined by differential leveling
 DV1760.and adjusted in November 1993.
 DV1760
 DV1760.The geoid height was determined by GEOID03.
 DV1760
 DV1760.The dynamic height is computed by dividing the NAVD 88
 DV1760.geopotential number by the normal gravity value computed on the
 DV1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1760.degrees latitude (g = 980.6199 gals.).
 DV1760
 DV1760.The modeled gravity was interpolated from observed gravity values.
 DV1760
 DV1760;                    North         East    Units  Estimated Accuracy
 DV1760;SPC AZ C     -   292,560.      183,570.      MT  (+/- 180 meters Scaled)
 DV1760
 DV1760                          SUPERSEDED SURVEY CONTROL
 DV1760
 DV1760.No superseded survey control is available for this station.
 DV1760
 DV1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC852227(NAD 83)
 DV1760_MARKER: DD = SURVEY DISK
 DV1760_SETTING: 0 = UNSPECIFIED SETTING
 DV1760_SP_SET: CONCRETE HANDHOLE
 DV1760_MARK LOGO: AZ-013
 DV1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1760
 DV1760  HISTORY     - Date     Condition        Report By
 DV1760  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1760  HISTORY     - 1982     GOOD             AZDT
 DV1760
 DV1760                          STATION DESCRIPTION
 DV1760
 DV1760'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1760'6.44 KM (4.0 MI) NORTH FROM PEORIA.
 DV1760'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1760'AVENUE IN PEORIA, THE MARK IN THE CENTER OF INTERSECTION WITH BELL
 DV1760'ROAD, 21.8 FT (6.64 METERS) SOUTH OF CENTERLINE WESTBOUND LANE, 23.0
 DV1760'FT (7.01 METERS) NORTH OF CENTERLINE OF EASTBOUND LANE, 50.5 FT
 DV1760'(15.4 METERS) WEST OF A BULLNOSE, A STANDARD BRASS CAP 0.6 FT
 DV1760'(0.18 METERS) BELOW SURFACE IN A HANDHOLE.
 DV1760'NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1741 ***********************************************************************
 DV1741  DESIGNATION -  T3N R1E SEC 22 1/4 COR WEST
 DV1741  PID         -  DV1741
 DV1741  STATE/COUNTY-  AZ/MARICOPA
 DV1741  USGS QUAD   -  EL MIRAGE (1982)
 DV1741
 DV1741                         *CURRENT SURVEY CONTROL
 DV1741  ___________________________________________________________________
 DV1741* NAD 83(1986)-  33 35 16.     (N)    112 15 19.     (W)     SCALED    
 DV1741* NAVD 88     -       344.347  (meters)    1129.75   (feet)  ADJUSTED  
 DV1741  ___________________________________________________________________
 DV1741  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DV1741  DYNAMIC HT  -         343.948 (meters)    1128.44  (feet)  COMP
 DV1741  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 DV1741
 DV1741  VERT ORDER  -  SECOND    CLASS I
 DV1741
 DV1741.The horizontal coordinates were scaled from a topographic map and have
 DV1741.an estimated accuracy of +/- 6 seconds.
 DV1741
 DV1741.The orthometric height was determined by differential leveling
 DV1741.and adjusted in November 1993.
 DV1741
 DV1741.The geoid height was determined by GEOID03.
 DV1741
 DV1741.The dynamic height is computed by dividing the NAVD 88
 DV1741.geopotential number by the normal gravity value computed on the
 DV1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1741.degrees latitude (g = 980.6199 gals.).
 DV1741
 DV1741.The modeled gravity was interpolated from observed gravity values.
 DV1741
 DV1741;                    North         East    Units  Estimated Accuracy
 DV1741;SPC AZ C     -   286,990.      181,930.      MT  (+/- 180 meters Scaled)
 DV1741
 DV1741                          SUPERSEDED SURVEY CONTROL
 DV1741
 DV1741.No superseded survey control is available for this station.
 DV1741
 DV1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835171(NAD 83)
 DV1741_MARKER: DD = SURVEY DISK
 DV1741_SETTING: 0 = UNSPECIFIED SETTING
 DV1741_SP_SET: CONCRETE HANDHOLE
 DV1741_MARK LOGO: AZ-013
 DV1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1741+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 DV1741
 DV1741  HISTORY     - Date     Condition        Report By
 DV1741  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1741  HISTORY     - 1982     GOOD             AZDT
 DV1741  HISTORY     - 19950604 GOOD             USPSQD
 DV1741  HISTORY     - 20060325 GOOD             USPSQD
 DV1741  HISTORY     - 20070914 GOOD             GEOCAC
 DV1741
 DV1741                          STATION DESCRIPTION
 DV1741
 DV1741'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1741'IN PEORIA.
 DV1741'IN PEORIA, FROM OLIVE AVENUE AND 91ST AVENUE TRAVEL NORTH ALONG 91ST
 DV1741'AVENUE FOR 1.5 MI (2.41 KM) TO THE MARK ON CENTERLINE OF 91ST AVENUE,
 DV1741'112 FT (34.14 METERS) NORTH OF CENTERLINE OF DRIVE TO CASA DEL SOL AT
 DV1741'11411 NORTH 91ST AVENUE, 40 FT (12.19 METERS) EAST NORTHEAST OF
 DV1741'STATION 417 M 3 SRVWUA, A STANDARD BRASS CAP IN A HANDHOLE.
 DV1741'NOTE--THE MARK IS NOT STAMPED.
 DV1741
 DV1741                          STATION RECOVERY (1995)
 DV1741
 DV1741'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1741'RECOVERED IN GOOD CONDITION.
 DV1741
 DV1741                          STATION RECOVERY (2006)
 DV1741
 DV1741'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1741'RECOVERED IN GOOD CONDITION.
 DV1741
 DV1741                          STATION RECOVERY (2007)
 DV1741
 DV1741'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1753 ***********************************************************************
 DV1753  DESIGNATION -  T3N R1E SEC 22 1/4 COR NORTH
 DV1753  PID         -  DV1753
 DV1753  STATE/COUNTY-  AZ/MARICOPA
 DV1753  USGS QUAD   -  GLENDALE (1982)
 DV1753
 DV1753                         *CURRENT SURVEY CONTROL
 DV1753  ___________________________________________________________________
 DV1753* NAD 83(1986)-  33 35 46.     (N)    112 14 48.     (W)     SCALED    
 DV1753* NAVD 88     -       349.369  (meters)    1146.22   (feet)  ADJUSTED  
 DV1753  ___________________________________________________________________
 DV1753  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV1753  DYNAMIC HT  -         348.966 (meters)    1144.90  (feet)  COMP
 DV1753  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DV1753
 DV1753  VERT ORDER  -  SECOND    CLASS I
 DV1753
 DV1753.The horizontal coordinates were scaled from a topographic map and have
 DV1753.an estimated accuracy of +/- 6 seconds.
 DV1753
 DV1753.The orthometric height was determined by differential leveling
 DV1753.and adjusted in November 1993.
 DV1753
 DV1753.The geoid height was determined by GEOID03.
 DV1753
 DV1753.The dynamic height is computed by dividing the NAVD 88
 DV1753.geopotential number by the normal gravity value computed on the
 DV1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1753.degrees latitude (g = 980.6199 gals.).
 DV1753
 DV1753.The modeled gravity was interpolated from observed gravity values.
 DV1753
 DV1753;                    North         East    Units  Estimated Accuracy
 DV1753;SPC AZ C     -   287,910.      182,730.      MT  (+/- 180 meters Scaled)
 DV1753
 DV1753                          SUPERSEDED SURVEY CONTROL
 DV1753
 DV1753.No superseded survey control is available for this station.
 DV1753
 DV1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC843180(NAD 83)
 DV1753_MARKER: DD = SURVEY DISK
 DV1753_SETTING: 0 = UNSPECIFIED SETTING
 DV1753_SP_SET: CONCRETE HANDHOLE
 DV1753_MARK LOGO: AZ-013
 DV1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1753+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1753
 DV1753  HISTORY     - Date     Condition        Report By
 DV1753  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1753  HISTORY     - 1983     GOOD             AZDT
 DV1753  HISTORY     - 19950604 GOOD             USPSQD
 DV1753  HISTORY     - 20060325 GOOD             USPSQD
 DV1753
 DV1753                          STATION DESCRIPTION
 DV1753
 DV1753'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1753'IN PEORIA.
 DV1753'IN PEORIA, 0.80 KM (0.5 MI) EAST ALONG CACTUS ROAD FROM THE JUNCTION
 DV1753'OF 91ST AVENUE, 5.0 FT (1.52 METERS) NORTH OF CENTERLINE OF CACTUS
 DV1753'ROAD, 30.6 FT (9.33 METERS) NORTH OF THE NORTHWEST CORNER OF A ROCK
 DV1753'AND CONCRETE HEADGATE, A STANDARD MARICOPA COUNTY BRASS CAP IN
 DV1753'CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1753
 DV1753                          STATION RECOVERY (1995)
 DV1753
 DV1753'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1753'RECOVERED IN GOOD CONDITION.
 DV1753
 DV1753                          STATION RECOVERY (2006)
 DV1753
 DV1753'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1746 ***********************************************************************
 DV1746  DESIGNATION -  T3N R1E SEC 22 NW COR
 DV1746  PID         -  DV1746
 DV1746  STATE/COUNTY-  AZ/MARICOPA
 DV1746  USGS QUAD   -  EL MIRAGE (1982)
 DV1746
 DV1746                         *CURRENT SURVEY CONTROL
 DV1746  ___________________________________________________________________
 DV1746* NAD 83(1986)-  33 35 43.     (N)    112 15 19.     (W)     SCALED    
 DV1746* NAVD 88     -       347.199  (meters)    1139.10   (feet)  ADJUSTED  
 DV1746  ___________________________________________________________________
 DV1746  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV1746  DYNAMIC HT  -         346.797 (meters)    1137.78  (feet)  COMP
 DV1746  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 DV1746
 DV1746  VERT ORDER  -  SECOND    CLASS I
 DV1746
 DV1746.The horizontal coordinates were scaled from a topographic map and have
 DV1746.an estimated accuracy of +/- 6 seconds.
 DV1746
 DV1746.The orthometric height was determined by differential leveling
 DV1746.and adjusted in November 1993.
 DV1746
 DV1746.The geoid height was determined by GEOID03.
 DV1746
 DV1746.The dynamic height is computed by dividing the NAVD 88
 DV1746.geopotential number by the normal gravity value computed on the
 DV1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1746.degrees latitude (g = 980.6199 gals.).
 DV1746
 DV1746.The modeled gravity was interpolated from observed gravity values.
 DV1746
 DV1746;                    North         East    Units  Estimated Accuracy
 DV1746;SPC AZ C     -   287,820.      181,930.      MT  (+/- 180 meters Scaled)
 DV1746
 DV1746                          SUPERSEDED SURVEY CONTROL
 DV1746
 DV1746.No superseded survey control is available for this station.
 DV1746
 DV1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835179(NAD 83)
 DV1746_MARKER: DD = SURVEY DISK
 DV1746_SETTING: 0 = UNSPECIFIED SETTING
 DV1746_SP_SET: CONCRETE HANDHOLE
 DV1746_MARK LOGO: AZ-013
 DV1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1746+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1746
 DV1746  HISTORY     - Date     Condition        Report By
 DV1746  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1746  HISTORY     - 1982     GOOD             AZDT
 DV1746  HISTORY     - 19950604 GOOD             USPSQD
 DV1746  HISTORY     - 20060325 GOOD             USPSQD
 DV1746
 DV1746                          STATION DESCRIPTION
 DV1746
 DV1746'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1746'IN PEORIA.
 DV1746'IN PEORIA, FROM OLIVE AVENUE AND 91ST AVENUE TRAVEL NORTH ALONG 91ST
 DV1746'AVENUE FOR 2.0 MI (3.22 KM) TO THE MARK ON THE EXTENDED CENTERLINES OF
 DV1746'BOTH 91ST AVENUE AND CACTUS ROAD, 46.3 FT (14.11 METERS) NORTHEAST OF
 DV1746'THE NORTHEAST CORNER OF A SALT RIVER PROJECT JUNCTION BOX, A STANDARD
 DV1746'BRASS CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1746
 DV1746                          STATION RECOVERY (1995)
 DV1746
 DV1746'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1746'RECOVERED IN GOOD CONDITION.
 DV1746
 DV1746                          STATION RECOVERY (2006)
 DV1746
 DV1746'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1738 ***********************************************************************
 DV1738  DESIGNATION -  T3N R1E SEC 27 1/4 COR WEST
 DV1738  PID         -  DV1738
 DV1738  STATE/COUNTY-  AZ/MARICOPA
 DV1738  USGS QUAD   -  EL MIRAGE (1982)
 DV1738
 DV1738                         *CURRENT SURVEY CONTROL
 DV1738  ___________________________________________________________________
 DV1738* NAD 83(1986)-  33 34 25.     (N)    112 15 18.     (W)     SCALED    
 DV1738* NAVD 88     -       340.201  (meters)    1116.14   (feet)  ADJUSTED  
 DV1738  ___________________________________________________________________
 DV1738  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DV1738  DYNAMIC HT  -         339.805 (meters)    1114.84  (feet)  COMP
 DV1738  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DV1738
 DV1738  VERT ORDER  -  SECOND    CLASS I
 DV1738
 DV1738.The horizontal coordinates were scaled from a topographic map and have
 DV1738.an estimated accuracy of +/- 6 seconds.
 DV1738
 DV1738.The orthometric height was determined by differential leveling
 DV1738.and adjusted in November 1993.
 DV1738
 DV1738.The geoid height was determined by GEOID03.
 DV1738
 DV1738.The dynamic height is computed by dividing the NAVD 88
 DV1738.geopotential number by the normal gravity value computed on the
 DV1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1738.degrees latitude (g = 980.6199 gals.).
 DV1738
 DV1738.The modeled gravity was interpolated from observed gravity values.
 DV1738
 DV1738;                    North         East    Units  Estimated Accuracy
 DV1738;SPC AZ C     -   285,420.      181,950.      MT  (+/- 180 meters Scaled)
 DV1738
 DV1738                          SUPERSEDED SURVEY CONTROL
 DV1738
 DV1738.No superseded survey control is available for this station.
 DV1738
 DV1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835155(NAD 83)
 DV1738_MARKER: DD = SURVEY DISK
 DV1738_SETTING: 0 = UNSPECIFIED SETTING
 DV1738_SP_SET: CONCRETE HANDHOLE
 DV1738_MARK LOGO: AZ-013
 DV1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1738+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 DV1738
 DV1738  HISTORY     - Date     Condition        Report By
 DV1738  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1738  HISTORY     - 1982     GOOD             AZDT
 DV1738  HISTORY     - 19950604 GOOD             USPSQD
 DV1738  HISTORY     - 20060325 GOOD             USPSQD
 DV1738  HISTORY     - 20070914 GOOD             GEOCAC
 DV1738
 DV1738                          STATION DESCRIPTION
 DV1738
 DV1738'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1738'IN PEORIA.
 DV1738'IN PEORIA, FROM 91ST AVENUE AND OLIVE AVENUE TRAVEL NORTH FOR 0.5 MI
 DV1738'(0.80 KM) TO MARK, 3.0 FT (0.91 METERS) EAST OF CENTERLINE OF 91ST
 DV1738'AVENUE, 28.0 FT (8.53 METERS) EAST OF CENTERLINE OF NORTH-SOUTH DITCH
 DV1738'ON WEST SIDE OF 91ST AVENUE, 29.0 FT (8.84 METERS) WEST OF CENTERLINE
 DV1738'OF A NORTH-SOUTH DITCH THE EAST SIDE OF 91ST AVENUE, A STANDARD
 DV1738'MARICOPA COUNTY BRSS CAP IN HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1738
 DV1738                          STATION RECOVERY (1995)
 DV1738
 DV1738'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1738'RECOVERED IN GOOD CONDITION.
 DV1738
 DV1738                          STATION RECOVERY (2006)
 DV1738
 DV1738'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1738'RECOVERED IN GOOD CONDITION.
 DV1738
 DV1738                          STATION RECOVERY (2007)
 DV1738
 DV1738'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1739 ***********************************************************************
 DV1739  DESIGNATION -  T3N R1E SEC 27 NW COR
 DV1739  PID         -  DV1739
 DV1739  STATE/COUNTY-  AZ/MARICOPA
 DV1739  USGS QUAD   -  EL MIRAGE (1982)
 DV1739
 DV1739                         *CURRENT SURVEY CONTROL
 DV1739  ___________________________________________________________________
 DV1739* NAD 83(1986)-  33 34 50.     (N)    112 15 18.     (W)     SCALED    
 DV1739* NAVD 88     -       342.088  (meters)    1122.33   (feet)  ADJUSTED  
 DV1739  ___________________________________________________________________
 DV1739  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV1739  DYNAMIC HT  -         341.691 (meters)    1121.03  (feet)  COMP
 DV1739  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 DV1739
 DV1739  VERT ORDER  -  SECOND    CLASS I
 DV1739
 DV1739.The horizontal coordinates were scaled from a topographic map and have
 DV1739.an estimated accuracy of +/- 6 seconds.
 DV1739
 DV1739.The orthometric height was determined by differential leveling
 DV1739.and adjusted in November 1993.
 DV1739
 DV1739.The geoid height was determined by GEOID03.
 DV1739
 DV1739.The dynamic height is computed by dividing the NAVD 88
 DV1739.geopotential number by the normal gravity value computed on the
 DV1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1739.degrees latitude (g = 980.6199 gals.).
 DV1739
 DV1739.The modeled gravity was interpolated from observed gravity values.
 DV1739
 DV1739;                    North         East    Units  Estimated Accuracy
 DV1739;SPC AZ C     -   286,190.      181,950.      MT  (+/- 180 meters Scaled)
 DV1739
 DV1739                          SUPERSEDED SURVEY CONTROL
 DV1739
 DV1739.No superseded survey control is available for this station.
 DV1739
 DV1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC835163(NAD 83)
 DV1739_MARKER: DD = SURVEY DISK
 DV1739_SETTING: 0 = UNSPECIFIED SETTING
 DV1739_SP_SET: CONCRETE HANDHOLE
 DV1739_MARK LOGO: AZ-013
 DV1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1739+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1739
 DV1739  HISTORY     - Date     Condition        Report By
 DV1739  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1739  HISTORY     - 1982     GOOD             AZDT
 DV1739  HISTORY     - 19950604 GOOD             USPSQD
 DV1739  HISTORY     - 20060325 GOOD             USPSQD
 DV1739
 DV1739                          STATION DESCRIPTION
 DV1739
 DV1739'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1739'IN PEORIA.
 DV1739'IN PEORIA, FROM OLIVE AVENUE AND 91ST AVENUE TRAVEL NORTH ALONG 91ST
 DV1739'AVENUE FOR 1 MI (1.61 KM) TO PEORIA AVENUE AND THE MARK IN THE CENTER
 DV1739'OF THE INTERSECTION, A STANDARD MARICOPA COUNTY BRASS CAP IN A
 DV1739'HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1739
 DV1739                          STATION RECOVERY (1995)
 DV1739
 DV1739'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV1739'RECOVERED IN GOOD CONDITION.
 DV1739
 DV1739                          STATION RECOVERY (2006)
 DV1739
 DV1739'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1782 ***********************************************************************
 DV1782  DESIGNATION -  T3N R2E SEC 6 NW COR
 DV1782  PID         -  DV1782
 DV1782  STATE/COUNTY-  AZ/MARICOPA
 DV1782  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1782
 DV1782                         *CURRENT SURVEY CONTROL
 DV1782  ___________________________________________________________________
 DV1782* NAD 83(1986)-  33 38 18.     (N)    112 12 11.     (W)     SCALED    
 DV1782* NAVD 88     -       376.207  (meters)    1234.27   (feet)  ADJUSTED  
 DV1782  ___________________________________________________________________
 DV1782  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV1782  DYNAMIC HT  -         375.774 (meters)    1232.85  (feet)  COMP
 DV1782  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV1782
 DV1782  VERT ORDER  -  SECOND    CLASS I
 DV1782
 DV1782.The horizontal coordinates were scaled from a topographic map and have
 DV1782.an estimated accuracy of +/- 6 seconds.
 DV1782
 DV1782.The orthometric height was determined by differential leveling
 DV1782.and adjusted in November 1993.
 DV1782
 DV1782.The geoid height was determined by GEOID03.
 DV1782
 DV1782.The dynamic height is computed by dividing the NAVD 88
 DV1782.geopotential number by the normal gravity value computed on the
 DV1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1782.degrees latitude (g = 980.6199 gals.).
 DV1782
 DV1782.The modeled gravity was interpolated from observed gravity values.
 DV1782
 DV1782;                    North         East    Units  Estimated Accuracy
 DV1782;SPC AZ C     -   292,580.      186,790.      MT  (+/- 180 meters Scaled)
 DV1782
 DV1782                          SUPERSEDED SURVEY CONTROL
 DV1782
 DV1782.No superseded survey control is available for this station.
 DV1782
 DV1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884227(NAD 83)
 DV1782_MARKER: DD = SURVEY DISK
 DV1782_SETTING: 0 = UNSPECIFIED SETTING
 DV1782_SP_SET: CONCRETE HANDHOLE
 DV1782_MARK LOGO: AZ-013
 DV1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1782
 DV1782  HISTORY     - Date     Condition        Report By
 DV1782  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1782  HISTORY     - 1983     GOOD             AZDT
 DV1782  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV1782
 DV1782                          STATION DESCRIPTION
 DV1782
 DV1782'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1782'9.66 KM (6.0 MI) NORTH FROM PEORIA.
 DV1782'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1782'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1782'AVENUE, IN THE CENTER OF THE INTERSECTION, A STANDARD MARICOPA COUNTY
 DV1782'BRASS CAP SET IN CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT
 DV1782'STAMPED.
 DV1782
 DV1782                          STATION RECOVERY (2004)
 DV1782
 DV1782'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV1782'NOT FOUND.  INTERSECTION 8 LANES X 6 LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1765 ***********************************************************************
 DU1765  DESIGNATION -  T3N R4E SEC 12 1/4 COR EAST
 DU1765  PID         -  DU1765
 DU1765  STATE/COUNTY-  AZ/MARICOPA
 DU1765  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1765
 DU1765                         *CURRENT SURVEY CONTROL
 DU1765  ___________________________________________________________________
 DU1765* NAD 83(1986)-  33 37 05.     (N)    111 53 27.     (W)     SCALED    
 DU1765* NAVD 88     -       446.265  (meters)    1464.12   (feet)  ADJUSTED  
 DU1765  ___________________________________________________________________
 DU1765  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1765  DYNAMIC HT  -         445.737 (meters)    1462.39  (feet)  COMP
 DU1765  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 DU1765
 DU1765  VERT ORDER  -  SECOND    CLASS I
 DU1765
 DU1765.The horizontal coordinates were scaled from a topographic map and have
 DU1765.an estimated accuracy of +/- 6 seconds.
 DU1765
 DU1765.The orthometric height was determined by differential leveling
 DU1765.and adjusted in November 1993.
 DU1765
 DU1765.The geoid height was determined by GEOID03.
 DU1765
 DU1765.The dynamic height is computed by dividing the NAVD 88
 DU1765.geopotential number by the normal gravity value computed on the
 DU1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1765.degrees latitude (g = 980.6199 gals.).
 DU1765
 DU1765.The modeled gravity was interpolated from observed gravity values.
 DU1765
 DU1765;                    North         East    Units  Estimated Accuracy
 DU1765;SPC AZ C     -   290,290.      215,760.      MT  (+/- 180 meters Scaled)
 DU1765
 DU1765                          SUPERSEDED SURVEY CONTROL
 DU1765
 DU1765.No superseded survey control is available for this station.
 DU1765
 DU1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC173201(NAD 83)
 DU1765_MARKER: DD = SURVEY DISK
 DU1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1765_SP_SET: CONCRETE POST
 DU1765_MARK LOGO: AZ0420
 DU1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1765+STABILITY: SURFACE MOTION
 DU1765
 DU1765  HISTORY     - Date     Condition        Report By
 DU1765  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1765  HISTORY     - 1984     GOOD             AZDT
 DU1765  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1765
 DU1765                          STATION DESCRIPTION
 DU1765
 DU1765'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1765'IN SCOTTSDALE.
 DU1765'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1765'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 1.449 KM (0.9 MI)
 DU1765'TO THE MARK, 3.02 METERS (9.90 FT) WEST OF THE CENTERLINE,
 DU1765'10.70 METERS (35.10 FT) SOUTHEAST OF A FIRE HYDRANT, 32.70 METERS
 DU1765'(107.30 FT) NORTHWEST OF A POWER POLE, AND A BRASS CAP IN A HANDHOLE.
 DU1765'NOTE--THE MARK IS NOT STAMPED.
 DU1765
 DU1765                          STATION RECOVERY (2007)
 DU1765
 DU1765'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1765'THE LOOP 101 FREEWAY (SR 101) HAS BEEN BUILT DIRECTLY OVER THIS
 DU1765'SECTION OF PIMA ROAD. ASSUMED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1764 ***********************************************************************
 DU1764  DESIGNATION -  T3N R4E SEC 12 NE COR
 DU1764  PID         -  DU1764
 DU1764  STATE/COUNTY-  AZ/MARICOPA
 DU1764  USGS QUAD   -  CURRYS CORNER (1982)
 DU1764
 DU1764                         *CURRENT SURVEY CONTROL
 DU1764  ___________________________________________________________________
 DU1764* NAD 83(1986)-  33 37 32.     (N)    111 53 27.     (W)     SCALED    
 DU1764* NAVD 88     -       454.455  (meters)    1490.99   (feet)  ADJUSTED  
 DU1764  ___________________________________________________________________
 DU1764  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU1764  DYNAMIC HT  -         453.917 (meters)    1489.23  (feet)  COMP
 DU1764  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 DU1764
 DU1764  VERT ORDER  -  SECOND    CLASS I
 DU1764
 DU1764.The horizontal coordinates were scaled from a topographic map and have
 DU1764.an estimated accuracy of +/- 6 seconds.
 DU1764
 DU1764.The orthometric height was determined by differential leveling
 DU1764.and adjusted in November 1993.
 DU1764
 DU1764.The geoid height was determined by GEOID03.
 DU1764
 DU1764.The dynamic height is computed by dividing the NAVD 88
 DU1764.geopotential number by the normal gravity value computed on the
 DU1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1764.degrees latitude (g = 980.6199 gals.).
 DU1764
 DU1764.The modeled gravity was interpolated from observed gravity values.
 DU1764
 DU1764;                    North         East    Units  Estimated Accuracy
 DU1764;SPC AZ C     -   291,130.      215,760.      MT  (+/- 180 meters Scaled)
 DU1764
 DU1764                          SUPERSEDED SURVEY CONTROL
 DU1764
 DU1764.No superseded survey control is available for this station.
 DU1764
 DU1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC173209(NAD 83)
 DU1764_MARKER: DD = SURVEY DISK
 DU1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1764_SP_SET: CONCRETE POST
 DU1764_MARK LOGO: AZ-013
 DU1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1764+STABILITY: SURFACE MOTION
 DU1764
 DU1764  HISTORY     - Date     Condition        Report By
 DU1764  HISTORY     - UNK      MONUMENTED       AZ-013
 DU1764  HISTORY     - 1984     GOOD             AZDT
 DU1764  HISTORY     - 20040628 MARK NOT FOUND   CAP
 DU1764  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1764
 DU1764                          STATION DESCRIPTION
 DU1764
 DU1764'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1764'IN SCOTTSDALE.
 DU1764'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1764'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 0.644 KM (0.4 MI)
 DU1764'TO THE MARK, 1.80 METERS (5.90 FT) EAST OF THE CENTERLINE,
 DU1764'48.42 METERS (158.85 FT) NORTHWEST OF A POWER POLE, 39.78 METERS
 DU1764'(130.50 FT) SOUTH OF A POWER POLE, AND A MARICOPA BRASS CAP IN A
 DU1764'HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DU1764
 DU1764                          STATION RECOVERY (2004)
 DU1764
 DU1764'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DU1764'MARK NOT FOUND.
 DU1764
 DU1764                          STATION RECOVERY (2007)
 DU1764
 DU1764'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1764'THE LOOP 101 FREEWAY (SR 101) HAS BEEN BUILT DIRECTLY OVER THIS
 DU1764'SECTION OF PIMA ROAD. ASSUMED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1767 ***********************************************************************
 DU1767  DESIGNATION -  T3N R4E SEC 13 1/4 COR EAST
 DU1767  PID         -  DU1767
 DU1767  STATE/COUNTY-  AZ/MARICOPA
 DU1767  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1767
 DU1767                         *CURRENT SURVEY CONTROL
 DU1767  ___________________________________________________________________
 DU1767* NAD 83(1986)-  33 36 13.     (N)    111 53 28.     (W)     SCALED    
 DU1767* NAVD 88     -       433.167  (meters)    1421.15   (feet)  ADJUSTED  
 DU1767  ___________________________________________________________________
 DU1767  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DU1767  DYNAMIC HT  -         432.655 (meters)    1419.47  (feet)  COMP
 DU1767  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 DU1767
 DU1767  VERT ORDER  -  SECOND    CLASS I
 DU1767
 DU1767.The horizontal coordinates were scaled from a topographic map and have
 DU1767.an estimated accuracy of +/- 6 seconds.
 DU1767
 DU1767.The orthometric height was determined by differential leveling
 DU1767.and adjusted in November 1993.
 DU1767
 DU1767.The geoid height was determined by GEOID03.
 DU1767
 DU1767.The dynamic height is computed by dividing the NAVD 88
 DU1767.geopotential number by the normal gravity value computed on the
 DU1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1767.degrees latitude (g = 980.6199 gals.).
 DU1767
 DU1767.The modeled gravity was interpolated from observed gravity values.
 DU1767
 DU1767;                    North         East    Units  Estimated Accuracy
 DU1767;SPC AZ C     -   288,690.      215,730.      MT  (+/- 180 meters Scaled)
 DU1767
 DU1767                          SUPERSEDED SURVEY CONTROL
 DU1767
 DU1767.No superseded survey control is available for this station.
 DU1767
 DU1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC173185(NAD 83)
 DU1767_MARKER: DD = SURVEY DISK
 DU1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1767_SP_SET: CONCRETE POST
 DU1767_MARK LOGO: AZ0420
 DU1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1767+STABILITY: SURFACE MOTION
 DU1767
 DU1767  HISTORY     - Date     Condition        Report By
 DU1767  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1767  HISTORY     - 1984     GOOD             AZDT
 DU1767  HISTORY     - 19950604 MARK NOT FOUND   USPSQD
 DU1767  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1767
 DU1767                          STATION DESCRIPTION
 DU1767
 DU1767'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1767'IN SCOTTSDALE.
 DU1767'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1767'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 3.06 KM (1.90 MI)
 DU1767'TO THE MARK, 2.865 METERS (9.40 FT) WEST OF CENTERLINE, 3.05 METERS
 DU1767'(10.00 FT) EAST OF A STREET STOP SIGN AT SWEETWATER AVENUE,
 DU1767'30.57 METERS (100.30 FT) EAST SOUTHEAST OF A FIRE HYDRANT, AND A BRASS
 DU1767'CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DU1767
 DU1767                          STATION RECOVERY (1995)
 DU1767
 DU1767'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1767'MARK NOT FOUND.
 DU1767
 DU1767                          STATION RECOVERY (2007)
 DU1767
 DU1767'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1767'THE LOOP 101 FREEWAY (SR 101) HAS BEEN BUILT DIRECTLY OVER THIS
 DU1767'SECTION OF PIMA ROAD. ASSUMED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1766 ***********************************************************************
 DU1766  DESIGNATION -  T3N R4E SEC 13 NE COR
 DU1766  PID         -  DU1766
 DU1766  STATE/COUNTY-  AZ/MARICOPA
 DU1766  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1766
 DU1766                         *CURRENT SURVEY CONTROL
 DU1766  ___________________________________________________________________
 DU1766* NAD 83(1986)-  33 36 40.     (N)    111 53 28.     (W)     SCALED    
 DU1766* NAVD 88     -       438.987  (meters)    1440.24   (feet)  ADJUSTED  
 DU1766  ___________________________________________________________________
 DU1766  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1766  DYNAMIC HT  -         438.469 (meters)    1438.54  (feet)  COMP
 DU1766  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 DU1766
 DU1766  VERT ORDER  -  SECOND    CLASS I
 DU1766
 DU1766.The horizontal coordinates were scaled from a topographic map and have
 DU1766.an estimated accuracy of +/- 6 seconds.
 DU1766
 DU1766.The orthometric height was determined by differential leveling
 DU1766.and adjusted in November 1993.
 DU1766
 DU1766.The geoid height was determined by GEOID03.
 DU1766
 DU1766.The dynamic height is computed by dividing the NAVD 88
 DU1766.geopotential number by the normal gravity value computed on the
 DU1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1766.degrees latitude (g = 980.6199 gals.).
 DU1766
 DU1766.The modeled gravity was interpolated from observed gravity values.
 DU1766
 DU1766;                    North         East    Units  Estimated Accuracy
 DU1766;SPC AZ C     -   289,520.      215,730.      MT  (+/- 180 meters Scaled)
 DU1766
 DU1766                          SUPERSEDED SURVEY CONTROL
 DU1766
 DU1766.No superseded survey control is available for this station.
 DU1766
 DU1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC173193(NAD 83)
 DU1766_MARKER: DD = SURVEY DISK
 DU1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1766_SP_SET: CONCRETE POST
 DU1766_MARK LOGO: AZ0420
 DU1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1766+STABILITY: SURFACE MOTION
 DU1766
 DU1766  HISTORY     - Date     Condition        Report By
 DU1766  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1766  HISTORY     - 1984     GOOD             AZDT
 DU1766  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1766
 DU1766                          STATION DESCRIPTION
 DU1766
 DU1766'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1766'IN SCOTTSDALE.
 DU1766'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1766'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 2.25 KM (1.4 MI)
 DU1766'TO THE MARK, 3.17 (10.40 FT) WEST OF CENTERLINE, 51.86 METERS
 DU1766'(170.15 FT) NORTH-NORTHEAST OF FIRE HYDRANT, 13.35 METERS (43.80 FT)
 DU1766'WEST OF CENTER OF A SEWER MANHOLE COVER, AND A BRASS CAP IN A HAND
 DU1766'HOLE.  NOTE--THE MARK IS NOT STAMPED.
 DU1766
 DU1766                          STATION RECOVERY (2007)
 DU1766
 DU1766'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1766'THE LOOP 101 FREEWAY (SR 101) HAS BEEN BUILT DIRECTLY OVER THIS
 DU1766'SECTION OF PIMA ROAD. ASSUMED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1773 ***********************************************************************
 DU1773  DESIGNATION -  T3N R4E SEC 24 1/4 COR EAST
 DU1773  PID         -  DU1773
 DU1773  STATE/COUNTY-  AZ/MARICOPA
 DU1773  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1773
 DU1773                         *CURRENT SURVEY CONTROL
 DU1773  ___________________________________________________________________
 DU1773* NAD 83(1986)-  33 35 21.     (N)    111 53 28.     (W)     SCALED    
 DU1773* NAVD 88     -       421.935  (meters)    1384.30   (feet)  ADJUSTED  
 DU1773  ___________________________________________________________________
 DU1773  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1773  DYNAMIC HT  -         421.437 (meters)    1382.66  (feet)  COMP
 DU1773  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 DU1773
 DU1773  VERT ORDER  -  SECOND    CLASS I
 DU1773
 DU1773.The horizontal coordinates were scaled from a topographic map and have
 DU1773.an estimated accuracy of +/- 6 seconds.
 DU1773
 DU1773.The orthometric height was determined by differential leveling
 DU1773.and adjusted in November 1993.
 DU1773
 DU1773.The geoid height was determined by GEOID03.
 DU1773
 DU1773.The dynamic height is computed by dividing the NAVD 88
 DU1773.geopotential number by the normal gravity value computed on the
 DU1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1773.degrees latitude (g = 980.6199 gals.).
 DU1773
 DU1773.The modeled gravity was interpolated from observed gravity values.
 DU1773
 DU1773;                    North         East    Units  Estimated Accuracy
 DU1773;SPC AZ C     -   287,090.      215,730.      MT  (+/- 180 meters Scaled)
 DU1773
 DU1773                          SUPERSEDED SURVEY CONTROL
 DU1773
 DU1773.No superseded survey control is available for this station.
 DU1773
 DU1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC173169(NAD 83)
 DU1773_MARKER: DD = SURVEY DISK
 DU1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1773_SP_SET: CONCRETE POST
 DU1773_MARK LOGO: AZ0420
 DU1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1773+STABILITY: SURFACE MOTION
 DU1773
 DU1773  HISTORY     - Date     Condition        Report By
 DU1773  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1773  HISTORY     - 1984     GOOD             AZDT
 DU1773  HISTORY     - 19950604 MARK NOT FOUND   USPSQD
 DU1773  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1773
 DU1773                          STATION DESCRIPTION
 DU1773
 DU1773'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1773'IN SCOTTSDALE.
 DU1773'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1773'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 4.83 KM (3.0 MI)
 DU1773'TO THE MARK, 4.633 METERS (15.20 FT) WEST OF PIMA CENTERLINE, ON
 DU1773'CENTERLINE OF CHOLLA STREET GOING WEST, 12.466 METERS (40.90 FT) EAST
 DU1773'NORTHEAST OF A STREET STOP SIGN, 28.591 METERS (93.80 FT) WEST OF A
 DU1773'POWER POLE, AND A BRASS CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT
 DU1773'STAMPED.
 DU1773
 DU1773                          STATION RECOVERY (1995)
 DU1773
 DU1773'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1773'MARK NOT FOUND.
 DU1773
 DU1773                          STATION RECOVERY (2007)
 DU1773
 DU1773'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1773'THE LOOP 101 FREEWAY (SR 101) HAS BEEN BUILT DIRECTLY OVER THIS
 DU1773'SECTION OF PIMA ROAD. ASSUMED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1771 ***********************************************************************
 DU1771  DESIGNATION -  T3N R4E SEC 24 NE COR
 DU1771  PID         -  DU1771
 DU1771  STATE/COUNTY-  AZ/MARICOPA
 DU1771  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1771
 DU1771                         *CURRENT SURVEY CONTROL
 DU1771  ___________________________________________________________________
 DU1771* NAD 83(1986)-  33 35 47.     (N)    111 53 28.     (W)     SCALED    
 DU1771* NAVD 88     -       427.783  (meters)    1403.48   (feet)  ADJUSTED  
 DU1771  ___________________________________________________________________
 DU1771  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU1771  DYNAMIC HT  -         427.278 (meters)    1401.83  (feet)  COMP
 DU1771  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 DU1771
 DU1771  VERT ORDER  -  SECOND    CLASS I
 DU1771
 DU1771.The horizontal coordinates were scaled from a topographic map and have
 DU1771.an estimated accuracy of +/- 6 seconds.
 DU1771
 DU1771.The orthometric height was determined by differential leveling
 DU1771.and adjusted in November 1993.
 DU1771
 DU1771.The geoid height was determined by GEOID03.
 DU1771
 DU1771.The dynamic height is computed by dividing the NAVD 88
 DU1771.geopotential number by the normal gravity value computed on the
 DU1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1771.degrees latitude (g = 980.6199 gals.).
 DU1771
 DU1771.The modeled gravity was interpolated from observed gravity values.
 DU1771
 DU1771;                    North         East    Units  Estimated Accuracy
 DU1771;SPC AZ C     -   287,890.      215,730.      MT  (+/- 180 meters Scaled)
 DU1771
 DU1771                          SUPERSEDED SURVEY CONTROL
 DU1771
 DU1771.No superseded survey control is available for this station.
 DU1771
 DU1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC173177(NAD 83)
 DU1771_MARKER: DD = SURVEY DISK
 DU1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1771_SP_SET: CONCRETE POST
 DU1771_MARK LOGO: AZ0420
 DU1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1771+STABILITY: SURFACE MOTION
 DU1771
 DU1771  HISTORY     - Date     Condition        Report By
 DU1771  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1771  HISTORY     - 1984     GOOD             AZDT
 DU1771  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1771
 DU1771                          STATION DESCRIPTION
 DU1771
 DU1771'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1771'IN SCOTTSDALE.
 DU1771'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1771'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 3.945 KM
 DU1771'(2.45 MI) TO INTERSECTION OF EAST CACTUS ROAD WEST AND THE MARK, 2.99
 DU1771'METERS (9.80 FT) WEST OF PIMA ROAD CENTERLINE, 19.16 METERS (62.85 FT)
 DU1771'SOUTHEAST OF A POWER POLE, 16.124 METERS (52.90 FT) NORTHEAST OF A
 DU1771'STREET STOP SIGN, AND A BRASS CAP IN A HAND HOLE.  NOTE--THE MARK IS
 DU1771'NOT STAMPED.
 DU1771
 DU1771                          STATION RECOVERY (2007)
 DU1771
 DU1771'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1771'THE LOOP 101 FREEWAY (SR 101) HAS BEEN BUILT DIRECTLY OVER THIS
 DU1771'SECTION OF PIMA ROAD. ASSUMED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1775 ***********************************************************************
 DU1775  DESIGNATION -  T3N R4E SEC 25 1/4 COR NORTH
 DU1775  PID         -  DU1775
 DU1775  STATE/COUNTY-  AZ/MARICOPA
 DU1775  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1775
 DU1775                         *CURRENT SURVEY CONTROL
 DU1775  ___________________________________________________________________
 DU1775* NAD 83(1986)-  33 34 56.     (N)    111 54 00.     (W)     SCALED    
 DU1775* NAVD 88     -       415.969  (meters)    1364.72   (feet)  ADJUSTED  
 DU1775  ___________________________________________________________________
 DU1775  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DU1775  DYNAMIC HT  -         415.479 (meters)    1363.12  (feet)  COMP
 DU1775  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 DU1775
 DU1775  VERT ORDER  -  SECOND    CLASS I
 DU1775
 DU1775.The horizontal coordinates were scaled from a topographic map and have
 DU1775.an estimated accuracy of +/- 6 seconds.
 DU1775
 DU1775.The orthometric height was determined by differential leveling
 DU1775.and adjusted in November 1993.
 DU1775
 DU1775.The geoid height was determined by GEOID03.
 DU1775
 DU1775.The dynamic height is computed by dividing the NAVD 88
 DU1775.geopotential number by the normal gravity value computed on the
 DU1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1775.degrees latitude (g = 980.6199 gals.).
 DU1775
 DU1775.The modeled gravity was interpolated from observed gravity values.
 DU1775
 DU1775;                    North         East    Units  Estimated Accuracy
 DU1775;SPC AZ C     -   286,320.      214,910.      MT  (+/- 180 meters Scaled)
 DU1775
 DU1775                          SUPERSEDED SURVEY CONTROL
 DU1775
 DU1775.No superseded survey control is available for this station.
 DU1775
 DU1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC164161(NAD 83)
 DU1775_MARKER: DD = SURVEY DISK
 DU1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1775_SP_SET: CONCRETE POST
 DU1775_MARK LOGO: AZ0420
 DU1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1775+STABILITY: SURFACE MOTION
 DU1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1775+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 DU1775
 DU1775  HISTORY     - Date     Condition        Report By
 DU1775  HISTORY     - UNK      MONUMENTED       AZ0420
 DU1775  HISTORY     - 1984     GOOD             AZDT
 DU1775  HISTORY     - 19950604 GOOD             USPSQD
 DU1775  HISTORY     - 20051205 MARK NOT FOUND   USPSQD
 DU1775  HISTORY     - 20080914 GOOD             GEOCAC
 DU1775
 DU1775                          STATION DESCRIPTION
 DU1775
 DU1775'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1775'IN SCOTTSDALE.
 DU1775'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1775'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 5.475 KM
 DU1775'(3.40 MI) TO SHEA BOULEVARD, THENCE WEST ALONG SHEA FOR 0.805 KM (0.50
 DU1775'MI) TO THE MARK AT THE INTERSECTION OF NORTH 84TH STREET, 23.744
 DU1775'METERS (77.90 FT) NORTHWEST OF A STREET SIGN, 25.39 METERS (83.30 FT)
 DU1775'NORTHEAST OF A WOODEN POWER POLE WITH A LIGHT, 18.593 METERS
 DU1775'(61.00 FT) SOUTHEAST OF A STOP SIGN, AND A BRASS CAP FLUSH.  NOTE--THE
 DU1775'MARK IS NOT STAMPED.
 DU1775
 DU1775                          STATION RECOVERY (1995)
 DU1775
 DU1775'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1775'RECOVERED IN GOOD CONDITION.
 DU1775
 DU1775                          STATION RECOVERY (2005)
 DU1775
 DU1775'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DU1775'MARK NOT FOUND.
 DU1775
 DU1775                          STATION RECOVERY (2008)
 DU1775
 DU1775'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1775'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1775'34.921' W111 54.000', IN A HAND WELL AT THE CENTER OF THE INTERSECTION
 DU1775'OF N 84TH STREET AND SHEA BLVD.
 DU1775'INITIALLY, THE MARK WAS DECIDED TO BE NOT RECOVERED BECAUSE IT WAS
 DU1775'DESCRIBED TO BE FLUSH WITH THE PAVEMENT, AND THE LOGO IS REPORTED AS
 DU1775'AZ0420. THE MARK AT THIS SITE BEARS THE CAST IMPRESSION OF 'CITY OF
 DU1775'SCOTTSDALE'.
 DU1775'SUBSEQUENT RECOVERY OF AH8510 (W 513),(ALSO DESCRIBED AS HAVING A
 DU1775'AZ0420 LOGO, AND BEING STAMPED W 513) THAT INDEED BEARS A 'CITY OF
 DU1775'SCOTTSDALE' CAST IMPRESSION, AND A STAMPING OF 'W 513' LEADS THIS
 DU1775'RECOVERY TEAM TO CONCLUDE THAT 'AZ0420' AND 'CITY OF SCOTTSDALE' ARE
 DU1775'INTERCHANGEABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2208 ***********************************************************************
 DU2208  DESIGNATION -  T3N R4E SECS 14 15 22 23
 DU2208  PID         -  DU2208
 DU2208  STATE/COUNTY-  AZ/MARICOPA
 DU2208  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2208
 DU2208                         *CURRENT SURVEY CONTROL
 DU2208  ___________________________________________________________________
 DU2208* NAD 83(1992)-  33 35 48.12235(N)    111 55 33.41609(W)     ADJUSTED  
 DU2208* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 DU2208  ___________________________________________________________________
 DU2208  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DU2208  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DU2208  HORZ ORDER  -  SECOND
 DU2208
 DU2208.The horizontal coordinates were established by classical geodetic methods
 DU2208.and adjusted by the National Geodetic Survey in August 1993.
 DU2208
 DU2208.The orthometric height was scaled from a topographic map.
 DU2208
 DU2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2208
 DU2208.The geoid height was determined by GEOID03.
 DU2208
 DU2208;                    North         East     Units Scale Factor Converg.
 DU2208;SPC AZ C     -   287,924.902   212,498.516   MT  0.99990001   -0 00 18.5
 DU2208;SPC AZ C     -   944,635.51    697,173.61   iFT  0.99990001   -0 00 18.5
 DU2208;UTM  12      - 3,717,824.569   414,087.179   MT  0.99969099   -0 30 44.6
 DU2208
 DU2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2208!SPC AZ C     -   0.99993815  x   0.99990001  =   0.99983817
 DU2208!UTM  12      -   0.99993815  x   0.99969099  =   0.99962916
 DU2208
 DU2208                          SUPERSEDED SURVEY CONTROL
 DU2208
 DU2208  NAD 83(1986)-  33 35 48.11752(N)    111 55 33.42119(W) AD(       ) 2
 DU2208  NAD 27      -  33 35 47.96880(N)    111 55 30.89440(W) AD(       ) 2
 DU2208
 DU2208.Superseded values are not recommended for survey control.
 DU2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2208.See file dsdata.txt to determine how the superseded data were derived.
 DU2208
 DU2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1408717825(NAD 83)
 DU2208_MARKER: DD = SURVEY DISK
 DU2208_SETTING: 0 = UNSPECIFIED SETTING
 DU2208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2208
 DU2208  HISTORY     - Date     Condition        Report By
 DU2208  HISTORY     - 1919     MONUMENTED       USGLO
 DU2208  HISTORY     - 1947     GOOD             USGLO
 DU2208  HISTORY     - 1976     GOOD             NGS
 DU2208  HISTORY     - 19950604 GOOD             USPSQD
 DU2208  HISTORY     - 20080306 MARK NOT FOUND   GEOCAC
 DU2208
 DU2208                          STATION DESCRIPTION
 DU2208
 DU2208'DESCRIBED BY US GENERAL LAND OFFICE 1947
 DU2208'TO REACH FROM THE JUNCTION OF EAST MC DOWELL ROAD AND SCOTTSDALE
 DU2208'ROAD ABOUT 3 MILES SOUTH OF SCOTTSDALE, GO NORTH ON SCOTTSDALE
 DU2208'ROAD FOR 9.0 MILES TO THE JUNCTION OF CACTUS ROAD AND STATION IN
 DU2208'THE CENTER OF INTERSECTION AS DESCRIBED.
 DU2208'
 DU2208'STATION, IS LOCATED IN THE CENTER OF INTERSECTION OF NORTH
 DU2208'SCOTTSDALE ROAD AND CACTUS DRIVE.  THE MARK IS A 2 INCH BRASS CAP
 DU2208'LOCATED ABOUT 6 INCHES BELOW SURFACE OF ROAD AND IS UNDER A
 DU2208'HANDHOLE COVER.  THE MARK IS STAMPED T3N R4E S15 S14 S22 S23,
 DU2208'THE MARK HAS BEEN MUTILATED AND THE REST OF THE STAMPING IS NOT
 DU2208'DISCERNIBLE.
 DU2208
 DU2208                          STATION RECOVERY (1976)
 DU2208
 DU2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DU2208'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2208'
 DU2208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DU2208'NORTH OF SCOTTSDALE.
 DU2208
 DU2208                          STATION RECOVERY (1995)
 DU2208
 DU2208'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2208'RECOVERED IN GOOD CONDITION.
 DU2208
 DU2208                          STATION RECOVERY (2008)
 DU2208
 DU2208'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU2208'THERE IS A HANDHOLE NEAR THE CENTER OF THE INTERSECTION,
 DU2208'BUT ACCORDING TO THE MARICOPA COUNTY DOT, THE MARK
 DU2208'IN IT IS AN UNSTAMPED SCOTTSDALE BRASS CAP, DOCUMENTED
 DU2208'IN 2004.  ITS ADUSTED COORDINATES PLACE IT 10.7 CENTIMETERS
 DU2208'FROM THE OLDER GLO MARK, WHICH CANNOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1774 ***********************************************************************
 DU1774  DESIGNATION -  T3N R5E SEC 30 NW COR
 DU1774  PID         -  DU1774
 DU1774  STATE/COUNTY-  AZ/MARICOPA
 DU1774  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1774
 DU1774                         *CURRENT SURVEY CONTROL
 DU1774  ___________________________________________________________________
 DU1774* NAD 83(1986)-  33 34 58.     (N)    111 53 28.     (W)     SCALED    
 DU1774* NAVD 88     -       417.010  (meters)    1368.14   (feet)  ADJUSTED  
 DU1774  ___________________________________________________________________
 DU1774  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU1774  DYNAMIC HT  -         416.518 (meters)    1366.53  (feet)  COMP
 DU1774  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 DU1774
 DU1774  VERT ORDER  -  SECOND    CLASS I
 DU1774
 DU1774.The horizontal coordinates were scaled from a topographic map and have
 DU1774.an estimated accuracy of +/- 6 seconds.
 DU1774
 DU1774.The orthometric height was determined by differential leveling
 DU1774.and adjusted in November 1993.
 DU1774
 DU1774.The geoid height was determined by GEOID03.
 DU1774
 DU1774.The dynamic height is computed by dividing the NAVD 88
 DU1774.geopotential number by the normal gravity value computed on the
 DU1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1774.degrees latitude (g = 980.6199 gals.).
 DU1774
 DU1774.The modeled gravity was interpolated from observed gravity values.
 DU1774
 DU1774;                    North         East    Units  Estimated Accuracy
 DU1774;SPC AZ C     -   286,380.      215,730.      MT  (+/- 180 meters Scaled)
 DU1774
 DU1774                          SUPERSEDED SURVEY CONTROL
 DU1774
 DU1774.No superseded survey control is available for this station.
 DU1774
 DU1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC173162(NAD 83)
 DU1774_MARKER: DD = SURVEY DISK
 DU1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1774_SP_SET: CONCRETE
 DU1774_MARK LOGO: AZDT  
 DU1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1774+STABILITY: SURFACE MOTION
 DU1774
 DU1774  HISTORY     - Date     Condition        Report By
 DU1774  HISTORY     - UNK      MONUMENTED       AZDT
 DU1774  HISTORY     - 1984     GOOD             AZDT
 DU1774  HISTORY     - 19950604 GOOD             USPSQD
 DU1774  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU1774
 DU1774                          STATION DESCRIPTION
 DU1774
 DU1774'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1774'IN SCOTTSDALE.
 DU1774'IN SCOTTSDALE, FROM THE INTERSECTION OF THE CENTRAL ARIZONA PROJECT
 DU1774'CANAL AND PIMA ROAD TRAVEL SOUTH ALONG PIMA ROAD FOR 5.474 KM
 DU1774'(3.40 MI) TO THE MARK, ABOUT 32.81 METERS (100 FT) NORTH OF THE
 DU1774'INTERSECTION OF SHEA BOULEVARD, 4.04 METERS (13.25 FT) NORTH-NORTHEAST
 DU1774'OF A STOP LIGHT POLE IN MEDIAN ISLAND, 13.533 METERS (44.40 FT) WEST
 DU1774'OF A COMBINATION LIGHT POLE AND AERIAL STOP LIGHT, 21.611 METERS
 DU1774'(70.90 FT) EAST-NORTHEAST OF THE CENTER OF A TELEPHONE MANHOLE COVER,
 DU1774'AND AN AZDT BRASS CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DU1774
 DU1774                          STATION RECOVERY (1995)
 DU1774
 DU1774'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1774'RECOVERED IN GOOD CONDITION.
 DU1774
 DU1774                          STATION RECOVERY (2007)
 DU1774
 DU1774'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1774'THE LOOP 101 FREEWAY (SR 101) HAS BEEN BUILT DIRECTLY OVER THIS
 DU1774'SECTION OF PIMA ROAD. ASSUMED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2203 ***********************************************************************
 DV2203  DESIGNATION -  T3N R6W SECS 19 20 29 30
 DV2203  PID         -  DV2203
 DV2203  STATE/COUNTY-  AZ/MARICOPA
 DV2203  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 DV2203
 DV2203                         *CURRENT SURVEY CONTROL
 DV2203  ___________________________________________________________________
 DV2203* NAD 83(1992)-  33 34 50.99012(N)    112 54 08.67986(W)     ADJUSTED  
 DV2203* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 DV2203  ___________________________________________________________________
 DV2203  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DV2203  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV2203  HORZ ORDER  -  SECOND
 DV2203
 DV2203.The horizontal coordinates were established by classical geodetic methods
 DV2203.and adjusted by the National Geodetic Survey in August 1993.
 DV2203
 DV2203.The orthometric height was scaled from a topographic map.
 DV2203
 DV2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2203
 DV2203.The geoid height was determined by GEOID03.
 DV2203
 DV2203;                    North         East     Units Scale Factor Converg.
 DV2203;SPC AZ C     -   286,600.221   121,854.730   MT  1.00000320   -0 32 43.0
 DV2203;SPC AZ C     -   940,289.44    399,785.86   iFT  1.00000320   -0 32 43.0
 DV2203;UTM  12      - 3,717,302.475   323,445.549   MT  0.99998431   -1 03 09.1
 DV2203
 DV2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2203!SPC AZ C     -   0.99994177  x   1.00000320  =   0.99994497
 DV2203!UTM  12      -   0.99994177  x   0.99998431  =   0.99992608
 DV2203
 DV2203                          SUPERSEDED SURVEY CONTROL
 DV2203
 DV2203  NAD 83(1986)-  33 34 50.98363(N)    112 54 08.68365(W) AD(       ) 2
 DV2203  NAD 27      -  33 34 50.84000(N)    112 54 06.03900(W) AD(       ) 2
 DV2203
 DV2203.Superseded values are not recommended for survey control.
 DV2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2203.See file dsdata.txt to determine how the superseded data were derived.
 DV2203
 DV2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2344617302(NAD 83)
 DV2203_MARKER: DD = SURVEY DISK
 DV2203_SETTING: 0 = UNSPECIFIED SETTING
 DV2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2203
 DV2203  HISTORY     - Date     Condition        Report By
 DV2203  HISTORY     - 1948     MONUMENTED       USGLO
 DV2203
 DV2203                          STATION DESCRIPTION
 DV2203
 DV2203'DESCRIBED BY US GENERAL LAND OFFICE 1948
 DV2203'A U.S. GENERAL LAND OFFICE MARK
 DV2203'RIVETED TO THE TOP OF AN IRON PIPE SET IN CONCRETE.  IT PROJECTS
 DV2203'12 INCHES, IS THE SAME ELEVATION AS THE STATION MARK AND IS
 DV2203'STAMPED, S19 S20 S293 1916.
 DV2203'
 DV2203'TO REACH THE STATION FROM TONOPAH.  GO EAST ON THE MAIN ROAD 2.2
 DV2203'MILES TO ROAD LEFT.  TURN LEFT, GO NORTH 5.65 MILES TO THE AZIMUTH
 DV2203'MARK ON RIGHT.  CONTINUE NORTH 0.35 MILE TO THE STATION RIGHT.
 DV2203'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2112 ***********************************************************************
 DV2112  DESIGNATION -  T3S R1W SEC 12 SE COR
 DV2112  PID         -  DV2112
 DV2112  STATE/COUNTY-  AZ/MARICOPA
 DV2112  USGS QUAD   -  MOBILE NE (1973)
 DV2112
 DV2112                         *CURRENT SURVEY CONTROL
 DV2112  ___________________________________________________________________
 DV2112* NAD 83(1992)-  33 10 27.36037(N)    112 18 22.18429(W)     ADJUSTED  
 DV2112* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 DV2112  ___________________________________________________________________
 DV2112  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 DV2112  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DV2112  HORZ ORDER  -  SECOND
 DV2112
 DV2112.The horizontal coordinates were established by classical geodetic methods
 DV2112.and adjusted by the National Geodetic Survey in August 1993.
 DV2112
 DV2112.The orthometric height was scaled from a topographic map.
 DV2112
 DV2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2112
 DV2112.The geoid height was determined by GEOID03.
 DV2112
 DV2112;                    North         East     Units Scale Factor Converg.
 DV2112;SPC AZ C     -   241,144.401   177,035.626   MT  0.99991626   -0 12 47.3
 DV2112;SPC AZ C     -   791,156.17    580,825.54   iFT  0.99991626   -0 12 47.3
 DV2112;UTM  12      - 3,671,366.075   378,219.927   MT  0.99978285   -0 42 53.3
 DV2112
 DV2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2112!SPC AZ C     -   0.99994456  x   0.99991626  =   0.99986083
 DV2112!UTM  12      -   0.99994456  x   0.99978285  =   0.99972742
 DV2112
 DV2112                          SUPERSEDED SURVEY CONTROL
 DV2112
 DV2112  NAD 83(1986)-  33 10 27.35051(N)    112 18 22.18596(W) AD(       ) 2
 DV2112  NAD 27      -  33 10 27.18282(N)    112 18 19.63568(W) AD(       ) 2
 DV2112
 DV2112.Superseded values are not recommended for survey control.
 DV2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2112.See file dsdata.txt to determine how the superseded data were derived.
 DV2112
 DV2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7822071366(NAD 83)
 DV2112
 DV2112  HISTORY     - Date     Condition        Report By
 DV2112  HISTORY     - 1936     MONUMENTED       CGS
 DV2112
 DV2112                          STATION DESCRIPTION
 DV2112
 DV2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DV2112'T. 3
 DV2112'S., R. 1 W., SEC. 12, SOUTHEAST CORNER IS 27.952 METERS
 DV2112'(91.71 FEET) FROM STATION SECTION S 24 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1842 ***********************************************************************
 DV1842  DESIGNATION -  T4 5S R5 6W SECS 1 6 31 36
 DV1842  PID         -  DV1842
 DV1842  STATE/COUNTY-  AZ/MARICOPA
 DV1842  USGS QUAD   -  CITRUS VALLEY EAST (1973)
 DV1842
 DV1842                         *CURRENT SURVEY CONTROL
 DV1842  ___________________________________________________________________
 DV1842* NAD 83(1992)-  33 01 43.82856(N)    112 49 19.05049(W)     ADJUSTED  
 DV1842* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 DV1842  ___________________________________________________________________
 DV1842  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DV1842  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DV1842  HORZ ORDER  -  THIRD
 DV1842
 DV1842.The horizontal coordinates were established by classical geodetic methods
 DV1842.and adjusted by the National Geodetic Survey in August 1993.
 DV1842
 DV1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1842
 DV1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1842
 DV1842.The geoid height was determined by GEOID03.
 DV1842
 DV1842;                    North         East     Units Scale Factor Converg.
 DV1842;SPC AZ C     -   225,314.029   128,792.125   MT  0.99998815   -0 29 36.5
 DV1842;SPC AZ C     -   739,219.26    422,546.34   iFT  0.99998815   -0 29 36.5
 DV1842;UTM  12      - 3,655,959.214   329,843.897   MT  0.99995700   -0 59 35.9
 DV1842
 DV1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1842!SPC AZ C     -   0.99997590  x   0.99998815  =   0.99996405
 DV1842!UTM  12      -   0.99997590  x   0.99995700  =   0.99993290
 DV1842
 DV1842:                Primary Azimuth Mark                     Grid Az
 DV1842:SPC AZ C     -  PETRO                                    117 31 17.4
 DV1842:UTM  12      -  PETRO                                    118 01 16.8
 DV1842
 DV1842|---------------------------------------------------------------------|
 DV1842| PID    Reference Object                     Distance      Geod. Az  |
 DV1842|                                                           dddmmss.s |
 DV1842| DV2155 PETRO                               APPROX. 6.8 KM 1170140.9 |
 DV1842|---------------------------------------------------------------------|
 DV1842
 DV1842                          SUPERSEDED SURVEY CONTROL
 DV1842
 DV1842  NAD 83(1986)-  33 01 43.82230(N)    112 49 19.05783(W) AD(       ) 3
 DV1842  NGVD 29 (12/08/88)  184.3    (m)          605.     (f) VERT ANG    3  
 DV1842
 DV1842.Superseded values are not recommended for survey control.
 DV1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1842.See file dsdata.txt to determine how the superseded data were derived.
 DV1842
 DV1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2984455959(NAD 83)
 DV1842_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DV1842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1842_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DV1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1842
 DV1842  HISTORY     - Date     Condition        Report By
 DV1842  HISTORY     - UNK      MONUMENTED
 DV1842  HISTORY     - 1972     GOOD             USGS
 DV1842
 DV1842                          STATION DESCRIPTION
 DV1842
 DV1842'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DV1842'LOCATED ABOUT 8 MI NW. OF GILA BEND.  ON NORTH BANK OF GILA RIVER,
 DV1842'IN CITRUS VALLEY.
 DV1842'
 DV1842'NO TO REACH GIVEN.
 DV1842'
 DV1842'STATION MARK--GLO CAP ON IRON PIPE
 DV1842'STAMPED---36 31 1 6 T4S T5S R5W R6W 1941---, PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0401 ***********************************************************************
 GQ0401  DESIGNATION -  T41 42N R12W SECS 1 2 35 36
 GQ0401  PID         -  GQ0401
 GQ0401  STATE/COUNTY-  AZ/MOHAVE
 GQ0401  USGS QUAD   -  LIZARD POINT (1979)
 GQ0401
 GQ0401                         *CURRENT SURVEY CONTROL
 GQ0401  ___________________________________________________________________
 GQ0401* NAD 83(1992)-  36 59 24.14244(N)    113 33 23.13813(W)     ADJUSTED  
 GQ0401* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 GQ0401  ___________________________________________________________________
 GQ0401  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GQ0401  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 GQ0401  HORZ ORDER  -  SECOND
 GQ0401
 GQ0401.The horizontal coordinates were established by classical geodetic methods
 GQ0401.and adjusted by the National Geodetic Survey in November 1997.
 GQ0401
 GQ0401.The orthometric height was scaled from a topographic map.
 GQ0401
 GQ0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0401
 GQ0401.The geoid height was determined by GEOID03.
 GQ0401
 GQ0401;                    North         East     Units Scale Factor Converg.
 GQ0401;SPC AZ W     -   664,404.485   230,591.341   MT  0.99993699   +0 06 59.3
 GQ0401;SPC AZ W     - 2,179,804.74    756,533.27   iFT  0.99993699   +0 06 59.3
 GQ0401;SPC UT S     - 3,037,902.259   316,936.326   MT  1.00004658   -1 15 35.8
 GQ0401;UTM  12      - 4,096,822.437   272,488.468   MT  1.00023770   -1 32 19.7
 GQ0401
 GQ0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0401!SPC AZ W     -   0.99986737  x   0.99993699  =   0.99980437
 GQ0401!SPC UT S     -   0.99986737  x   1.00004658  =   0.99991395
 GQ0401!UTM  12      -   0.99986737  x   1.00023770  =   1.00010504
 GQ0401
 GQ0401                          SUPERSEDED SURVEY CONTROL
 GQ0401
 GQ0401  NAD 83(1992)-  36 59 24.14021(N)    113 33 23.13899(W) AD(       ) 2
 GQ0401  NAD 83(1986)-  36 59 24.13791(N)    113 33 23.13817(W) AD(       ) 2
 GQ0401  NAD 27      -  36 59 24.20300(N)    113 33 20.30900(W) AD(       ) 2
 GQ0401
 GQ0401.Superseded values are not recommended for survey control.
 GQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0401.See file dsdata.txt to determine how the superseded data were derived.
 GQ0401
 GQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7248896822(NAD 83)
 GQ0401_MARKER: Z = SEE DESCRIPTION
 GQ0401_SETTING: 0 = UNSPECIFIED SETTING
 GQ0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0401
 GQ0401  HISTORY     - Date     Condition        Report By
 GQ0401  HISTORY     - 1938     MONUMENTED       CGS
 GQ0401
 GQ0401                          STATION DESCRIPTION
 GQ0401
 GQ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 GQ0401'REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH BY GOING
 GQ0401'E 0.7 MILE TO THE NE CORNER OF CEMETERY.  THENCE RIGHT (S)
 GQ0401'AND FOLLOW MAIN TRAVELED ROAD SOUTH, EAST, AND SOUTH 2.0
 GQ0401'MILES TO VIRGIN RIVER BRIDGE.  CROSS BRIDGE AND CONTINUE
 GQ0401'ON MAIN TRAVELED ROAD 2.1 MILES TO BRIDGE AT FORT PIERCE
 GQ0401'WASH.  CROSS BRIDGE AND CONTINUE MAIN TRAVELED ROAD 2.6 MILES
 GQ0401'TO A SIGN ON RIGHT (ARIZONA STATE LINE) AND THEN 0.3 MILE
 GQ0401'TO A TRACK ROAD LEADING LEFT UP A SMALL WASH.  TURN LEFT ON
 GQ0401'TRACK ROAD, WHICH GOES IN AND OUT OF WASH, AND GO 0.4 MILE.
 GQ0401'HERE THE MAIN TRAVELED ROAD LEAVES THE WASH.  TURN RIGHT
 GQ0401'OUT OF WASH AND FOLLOW MAIN TRAVELED ROAD 0.6 MILE TO TOP
 GQ0401'OF RIDGE AND STATION WHICH IS JUST TO RIGHT OF ROAD.
 GQ0401'THERE IS A G.L.O. SECTION CORNER ABOUT 50 FEET TO THE LEFT
 GQ0401'OF ROAD WHICH HAS A PILE OF ROCKS AROUND IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0193 ***********************************************************************
 GQ0193  DESIGNATION -  T41 42N R12W SECS 5 6 31 32
 GQ0193  PID         -  GQ0193
 GQ0193  STATE/COUNTY-  AZ/MOHAVE
 GQ0193  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0193
 GQ0193                         *CURRENT SURVEY CONTROL
 GQ0193  ___________________________________________________________________
 GQ0193* NAD 83(1986)-  36 59 24.     (N)    113 37 43.     (W)     SCALED    
 GQ0193* NAVD 88     -       846.053  (meters)    2775.76   (feet)  POSTED    
 GQ0193  ___________________________________________________________________
 GQ0193  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 GQ0193  DYNAMIC HT  -         845.190 (meters)    2772.93  (feet)  COMP
 GQ0193  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 GQ0193
 GQ0193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0193
 GQ0193.The horizontal coordinates were scaled from a topographic map and have
 GQ0193.an estimated accuracy of +/- 6 seconds.
 GQ0193
 GQ0193.The orthometric height was determined by differential leveling
 GQ0193.and adjusted by the  in 1992.
 GQ0193.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0193.rate of 0.0 thru 1.0 mm/km.
 GQ0193
 GQ0193.The geoid height was determined by GEOID03.
 GQ0193
 GQ0193.The dynamic height is computed by dividing the NAVD 88
 GQ0193.geopotential number by the normal gravity value computed on the
 GQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0193.degrees latitude (g = 980.6199 gals.).
 GQ0193
 GQ0193.The modeled gravity was interpolated from observed gravity values.
 GQ0193
 GQ0193;                    North         East    Units  Estimated Accuracy
 GQ0193;SPC AZ W     -   664,390.      224,170.      MT  (+/- 180 meters Scaled)
 GQ0193
 GQ0193                          SUPERSEDED SURVEY CONTROL
 GQ0193
 GQ0193  NGVD 29 (??/??/92)  845.234  (m)         2773.07   (f) ADJ UNCH    2 0
 GQ0193
 GQ0193.Superseded values are not recommended for survey control.
 GQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0193.See file dsdata.txt to determine how the superseded data were derived.
 GQ0193
 GQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF660969(NAD 83)
 GQ0193_MARKER: P = PIPE CAP
 GQ0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0193_STAMPING: TN R42 R12W S31 S32 S6 S5 T4N 1912
 GQ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0193
 GQ0193  HISTORY     - Date     Condition        Report By
 GQ0193  HISTORY     - 1912     MONUMENTED       USGLO
 GQ0193  HISTORY     - 1960     GOOD             NGS
 GQ0193
 GQ0193                          STATION DESCRIPTION
 GQ0193
 GQ0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0193'13.8 MI S FROM ST GEORGE, UT.
 GQ0193'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0193'STREET, THENCE 3.5 MILES SOUTHEAST ON BLACKTOP ROAD TO A Y-FORK,
 GQ0193'THENCE 5.6 MILES SOUTH AND WEST ON GRAVEL AND BLACKTOP ROAD TO A
 GQ0193'Y-FORK (THIS FORK IS 0.5 MILE SOUTHWEST OF THE ARIZONA - UTAH BORDER),
 GQ0193'THENCE 3.2 MILES SOUTHWEST ON DIRT ROAD TO A Y-FORK, THENCE TAKE
 GQ0193'NORTHWEST FORK FOR ABOUT 0.5 MILE TO A DIM CATTLE TRAIL, THENCE ABOUT
 GQ0193'0.2 MILE WEST ON THE CATTLE TRAIL TO THE MARK, 60 FEET NORTHEAST OF A
 GQ0193'WASH, 10 FEET NORTHEAST OF A CATTLE TRAIL, THE MARK IS A BRONZE CAP
 GQ0193'RIVETED TO A 3-INCH PIPE AND PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0191 ***********************************************************************
 GQ0191  DESIGNATION -  T41N R12W SECS 5 6 1/4 COR
 GQ0191  PID         -  GQ0191
 GQ0191  STATE/COUNTY-  AZ/MOHAVE
 GQ0191  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0191
 GQ0191                         *CURRENT SURVEY CONTROL
 GQ0191  ___________________________________________________________________
 GQ0191* NAD 83(1986)-  36 58 58.     (N)    113 37 44.     (W)     SCALED    
 GQ0191* NAVD 88     -       860.418  (meters)    2822.89   (feet)  POSTED    
 GQ0191  ___________________________________________________________________
 GQ0191  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GQ0191  DYNAMIC HT  -         859.540 (meters)    2820.01  (feet)  COMP
 GQ0191  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 GQ0191
 GQ0191  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0191
 GQ0191.The horizontal coordinates were scaled from a topographic map and have
 GQ0191.an estimated accuracy of +/- 6 seconds.
 GQ0191
 GQ0191.The orthometric height was determined by differential leveling
 GQ0191.and adjusted by the  in 1992.
 GQ0191.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0191.rate of 1.1 thru 2.0 mm/km.
 GQ0191
 GQ0191.The geoid height was determined by GEOID03.
 GQ0191
 GQ0191.The dynamic height is computed by dividing the NAVD 88
 GQ0191.geopotential number by the normal gravity value computed on the
 GQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0191.degrees latitude (g = 980.6199 gals.).
 GQ0191
 GQ0191.The modeled gravity was interpolated from observed gravity values.
 GQ0191
 GQ0191;                    North         East    Units  Estimated Accuracy
 GQ0191;SPC AZ W     -   663,590.      224,140.      MT  (+/- 180 meters Scaled)
 GQ0191
 GQ0191                          SUPERSEDED SURVEY CONTROL
 GQ0191
 GQ0191  NGVD 29 (??/??/92)  859.597  (m)         2820.19   (f) ADJ UNCH    2 0
 GQ0191
 GQ0191.Superseded values are not recommended for survey control.
 GQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0191.See file dsdata.txt to determine how the superseded data were derived.
 GQ0191
 GQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF660961(NAD 83)
 GQ0191_MARKER: P = PIPE CAP
 GQ0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GQ0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GQ0191_STAMPING: S6 S5 4 1921
 GQ0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0191
 GQ0191  HISTORY     - Date     Condition        Report By
 GQ0191  HISTORY     - 1921     MONUMENTED       USGLO
 GQ0191  HISTORY     - 1960     GOOD             NGS
 GQ0191
 GQ0191                          STATION DESCRIPTION
 GQ0191
 GQ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0191'14.35 MI S FROM ST GEORGE, UT.
 GQ0191'0.8 MILES EAST OF THE POST OFFICE IN ST. GEORGE, UTAH, ON TABERNACLE
 GQ0191'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0191'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0191'Y-FORK, THENCE 3.2 MILES SOUTHWEST ON A GRAVEL ROAD TO A Y-FORK,
 GQ0191'THENCE 1.15 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0191'INTERSECTION OF 3 ROADS, CONTINUE STRAIGHT AHEAD ABOUT 0.1 MILE TO THE
 GQ0191'MARK, 184 FEET EAST OF THE TRIANGULATION STATION BROAD RIVETED TO THE
 GQ0191'TOP OF A 1 1/2-INCH PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0407 ***********************************************************************
 GQ0407  DESIGNATION -  T41N R12W SECS 5 6 1/4 COR
 GQ0407  PID         -  GQ0407
 GQ0407  STATE/COUNTY-  AZ/MOHAVE
 GQ0407  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0407
 GQ0407                         *CURRENT SURVEY CONTROL
 GQ0407  ___________________________________________________________________
 GQ0407* NAD 83(1992)-  36 58 57.96597(N)    113 37 43.56908(W)     ADJUSTED  
 GQ0407* NAVD 88     -       860.39   (+/-2cm)    2822.8    (feet)  VERTCON   
 GQ0407  ___________________________________________________________________
 GQ0407  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 GQ0407  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GQ0407  HORZ ORDER  -  SECOND
 GQ0407  VERT ORDER  -  THIRD ? (See Below)
 GQ0407
 GQ0407.The horizontal coordinates were established by classical geodetic methods
 GQ0407.and adjusted by the National Geodetic Survey in November 1997.
 GQ0407
 GQ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0407.The vertical order pertains to the NGVD 29 superseded value.
 GQ0407
 GQ0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0407
 GQ0407.The geoid height was determined by GEOID03.
 GQ0407
 GQ0407;                    North         East     Units Scale Factor Converg.
 GQ0407;SPC AZ W     -   663,586.951   224,152.674   MT  0.99993477   +0 04 22.5
 GQ0407;SPC AZ W     - 2,177,122.54    735,409.04   iFT  0.99993477   +0 04 22.5
 GQ0407;SPC UT S     - 3,037,239.591   310,479.154   MT  1.00004833   -1 18 15.4
 GQ0407;UTM  12      - 4,096,191.015   266,026.806   MT  1.00027444   -1 34 55.6
 GQ0407
 GQ0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0407!SPC AZ W     -   0.99986887  x   0.99993477  =   0.99980365
 GQ0407!SPC UT S     -   0.99986887  x   1.00004833  =   0.99991719
 GQ0407!UTM  12      -   0.99986887  x   1.00027444  =   1.00014327
 GQ0407
 GQ0407                          SUPERSEDED SURVEY CONTROL
 GQ0407
 GQ0407  NAD 83(1992)-  36 58 57.96344(N)    113 37 43.57169(W) AD(       ) 2
 GQ0407  NAD 83(1986)-  36 58 57.96133(N)    113 37 43.56938(W) AD(       ) 2
 GQ0407  NAD 27      -  36 58 58.02830(N)    113 37 40.71620(W) AD(       ) 2
 GQ0407  NGVD 29 (07/19/86)  859.60   (m)         2820.2    (f) LEVELING    3  
 GQ0407
 GQ0407.Superseded values are not recommended for survey control.
 GQ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0407.See file dsdata.txt to determine how the superseded data were derived.
 GQ0407
 GQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6602796191(NAD 83)
 GQ0407_MARKER: DS = TRIANGULATION STATION DISK
 GQ0407_SETTING: 0 = UNSPECIFIED SETTING
 GQ0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0407
 GQ0407  HISTORY     - Date     Condition        Report By
 GQ0407  HISTORY     - 1960     MONUMENTED       CGS
 GQ0407  HISTORY     - 1962     GOOD             CGS
 GQ0407
 GQ0407                          STATION DESCRIPTION
 GQ0407
 GQ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0407'STATION MARK IS BOLTED TO THE TOP
 GQ0407'OF A 1-1/2 INCH PIPE THAT PROJECTS 1 FOOT AND THE MARK IS
 GQ0407'STAMPED S6 S5 4 1921.
 GQ0407'
 GQ0407'TO REACH STATION BROAD FROM THE POST OFFICE IN ST. GEORGE,
 GQ0407'UTAH, GO EAST ON TABERNACLE STREET FOR 0.7 MILE TO 700 EAST
 GQ0407'STREET, TURN RIGHT AND GO SOUTH AND EAST ON THE MACADAM
 GQ0407'ROAD FOR 2.5 MILES TO THE END OF THE MACADAM.  CONTINUE ON
 GQ0407'THE GRAVELED ROAD FOR 1.0 MILE TO A Y FORK, TAKE RIGHT FORK
 GQ0407'AND GO SOUTHWEST FOR 0.6 MILE TO A BRIDGE AND THE START
 GQ0407'OF THE MACADAM.  CONTINUE SOUTHWEST ON THE MACADAM FOR 4.5
 GQ0407'MILES TO A CATTLE GUARD AND THE ARIZONA-UTAH STATE LINE.
 GQ0407'CROSS CATTLE GUARD AND CONTINUE ON GRADED ROAD FOR 0.5 MILE
 GQ0407'TO A FORK, KEEP RIGHT FORK AND CONTINUE SOUTHWEST ON THE
 GQ0407'BLADED ROAD FOR 2.6 MILES TO A GATE, PASS THRU GATE AND
 GQ0407'CONTINUE SOUTHWEST ON TRACK ROAD FOR 0.6 MILE TO A FORK,
 GQ0407'KEEP RIGHT FORK AND GO WEST AND NORTHWEST ON TRACK ROAD FOR
 GQ0407'1.15 MILES TO THE INTERSECTION OF 3 ROADS, CONTINUE
 GQ0407'STRAIGHT AHEAD FOR 0.1 MILE TO STATION BROAD ON THE LEFT.
 GQ0407
 GQ0407                          STATION RECOVERY (1962)
 GQ0407
 GQ0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GQ0407'RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0426 ***********************************************************************
 GQ0426  DESIGNATION -  T41N R15W SECS 34 35 SC
 GQ0426  PID         -  GQ0426
 GQ0426  STATE/COUNTY-  AZ/MOHAVE
 GQ0426  USGS QUAD   -  LITTLEFIELD (1985)
 GQ0426
 GQ0426                         *CURRENT SURVEY CONTROL
 GQ0426  ___________________________________________________________________
 GQ0426* NAD 83(1992)-  36 54 11.17697(N)    113 53 58.39165(W)     ADJUSTED  
 GQ0426* NAVD 88     -       585.4    (meters)    1921.     (feet)  VERTCON   
 GQ0426  ___________________________________________________________________
 GQ0426  LAPLACE CORR-          13.29  (seconds)                    DEFLEC99
 GQ0426  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 GQ0426  HORZ ORDER  -  THIRD
 GQ0426
 GQ0426.The horizontal coordinates were established by classical geodetic methods
 GQ0426.and adjusted by the National Geodetic Survey in August 1993.
 GQ0426
 GQ0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0426
 GQ0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0426
 GQ0426.The geoid height was determined by GEOID03.
 GQ0426
 GQ0426;                    North         East     Units Scale Factor Converg.
 GQ0426;SPC AZ W     -   654,750.321   200,032.028   MT  0.99993552   -0 05 23.3
 GQ0426;SPC AZ W     - 2,148,130.97    656,273.06   iFT  0.99993552   -0 05 23.3
 GQ0426;SPC UT S     - 3,028,984.866   286,149.847   MT  1.00006854   -1 28 12.6
 GQ0426;SPC NV E     - 8,240,199.815   350,057.120   MT  1.00017732   +1 00 40.5
 GQ0426;SPC NV E     -27,034,722.23  1,148,479.07   sFT  1.00017732   +1 00 40.5
 GQ0426;UTM  12      - 4,088,050.765   241,651.134   MT  1.00042233   -1 44 31.3
 GQ0426
 GQ0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0426!SPC AZ W     -   0.99991217  x   0.99993552  =   0.99984770
 GQ0426!SPC UT S     -   0.99991217  x   1.00006854  =   0.99998071
 GQ0426!SPC NV E     -   0.99991217  x   1.00017732  =   1.00008948
 GQ0426!UTM  12      -   0.99991217  x   1.00042233  =   1.00033447
 GQ0426
 GQ0426                          SUPERSEDED SURVEY CONTROL
 GQ0426
 GQ0426  NAD 83(1986)-  36 54 11.17313(N)    113 53 58.39048(W) AD(       ) 3
 GQ0426  NAD 27      -  36 54 11.25100(N)    113 53 55.52040(W) AD(       ) 3
 GQ0426  NGVD 29 (07/19/86)  584.6    (m)         1918.     (f) VERT ANG    3  
 GQ0426
 GQ0426.Superseded values are not recommended for survey control.
 GQ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0426.See file dsdata.txt to determine how the superseded data were derived.
 GQ0426
 GQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4165188051(NAD 83)
 GQ0426_MARKER: DD = SURVEY DISK
 GQ0426_SETTING: 0 = UNSPECIFIED SETTING
 GQ0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0426
 GQ0426  HISTORY     - Date     Condition        Report By
 GQ0426  HISTORY     - 1960     MONUMENTED       USGLO
 GQ0426  HISTORY     - 1972     GOOD             AZ-015
 GQ0426
 GQ0426                          STATION DESCRIPTION
 GQ0426
 GQ0426'DESCRIBED BY US GENERAL LAND OFFICE 1960 (NES)
 GQ0426'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF LITTLEFIELD
 GQ0426'AND ABOUT 0.6 MILE SOUTHEAST OF THE VIRGIN RIVER.
 GQ0426'
 GQ0426'TO REACH THE STATION FROM THE POST OFFICE IN LITTLEFIELD, GO
 GQ0426'NORTH ON THE HARD SURFACED ROAD FOR 0.05 MILE TO A SAND TRACK
 GQ0426'ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD
 GQ0426'NORTHEAST FOR 0.45 MILE TO THE VIRGIN RIVER, CROSS THE RIVER
 GQ0426'AND CONTINUE NORTHEAST FOR 1.8 MILES TO THE STATION.
 GQ0426'
 GQ0426'THE STATION MARK, STAMPED T41N T40N R15W S33 S34 1912, IS A STANDARD
 GQ0426'GLO DISK RIVETED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 GQ0426'8 INCHES.  IT IS 510 FEET SOUTH OF THE TRACK ROAD AND 2 FEET
 GQ0426'SOUTH OF A LONE FENCE POST.
 GQ0426
 GQ0426                          STATION RECOVERY (1972)
 GQ0426
 GQ0426'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 1972
 GQ0426'AN APPARENT DESCREPANCY EXISTS IN NAMING OF THIS MARK.  THETA AND
 GQ0426'LAMBDA PLOT ON THE GLO CORNER T40 AND 41N R15W SECS 34, 35 AS SHOWN
 GQ0426'ON THE U.S.G.S. 15 FT QUAD.  WE HAVE NOT VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0270 ***********************************************************************
 GQ0270  DESIGNATION -  T41N R1W SECS 19 24 25 30
 GQ0270  PID         -  GQ0270
 GQ0270  STATE/COUNTY-  AZ/COCONINO
 GQ0270  USGS QUAD   -  MUGGINS FLAT (1988)
 GQ0270
 GQ0270                         *CURRENT SURVEY CONTROL
 GQ0270  ___________________________________________________________________
 GQ0270* NAD 83(1992)-  36 55 56.70597(N)    112 20 30.26101(W)     ADJUSTED  
 GQ0270* NAVD 88     -      1565.0    (meters)    5135.     (feet)  VERTCON   
 GQ0270  ___________________________________________________________________
 GQ0270  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 GQ0270  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GQ0270  HORZ ORDER  -  THIRD
 GQ0270
 GQ0270.The horizontal coordinates were established by classical geodetic methods
 GQ0270.and adjusted by the National Geodetic Survey in August 1993.
 GQ0270
 GQ0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0270
 GQ0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0270
 GQ0270.The geoid height was determined by GEOID03.
 GQ0270
 GQ0270;                    North         East     Units Scale Factor Converg.
 GQ0270;SPC AZ C     -   658,055.237   175,493.815   MT  0.99991766   -0 15 19.5
 GQ0270;SPC AZ C     - 2,158,973.87    575,767.11   iFT  0.99991766   -0 15 19.5
 GQ0270;UTM  12      - 4,088,216.133   380,508.687   MT  0.99977590   -0 48 22.7
 GQ0270
 GQ0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0270!SPC AZ C     -   0.99975794  x   0.99991766  =   0.99967562
 GQ0270!UTM  12      -   0.99975794  x   0.99977590  =   0.99953390
 GQ0270
 GQ0270:                Primary Azimuth Mark                     Grid Az
 GQ0270:SPC AZ C     -  JOHNSON RESET                            016 40 52.4
 GQ0270:UTM  12      -  JOHNSON RESET                            017 13 55.6
 GQ0270
 GQ0270|---------------------------------------------------------------------|
 GQ0270| PID    Reference Object                     Distance      Geod. Az  |
 GQ0270|                                                           dddmmss.s |
 GQ0270| GQ0285 JOHNSON RESET                       APPROX. 6.9 KM 0162532.9 |
 GQ0270|---------------------------------------------------------------------|
 GQ0270
 GQ0270                          SUPERSEDED SURVEY CONTROL
 GQ0270
 GQ0270  NAD 83(1986)-  36 55 56.70377(N)    112 20 30.25514(W) AD(       ) 3
 GQ0270  NGVD 29 (05/08/89) 1564.0    (m)         5131.     (f) VERT ANG    3  
 GQ0270
 GQ0270.Superseded values are not recommended for survey control.
 GQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0270.See file dsdata.txt to determine how the superseded data were derived.
 GQ0270
 GQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8050988216(NAD 83)
 GQ0270_MARKER: Z = SEE DESCRIPTION
 GQ0270_SETTING: 0 = UNSPECIFIED SETTING
 GQ0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0270
 GQ0270  HISTORY     - Date     Condition        Report By
 GQ0270  HISTORY     - 1933     MONUMENTED       USGS
 GQ0270
 GQ0270                          STATION DESCRIPTION
 GQ0270
 GQ0270'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0270'LOCATED ABOUT 5 MI E. AND 0.6 MI S. BY RD. FROM JCT. OF U.S. HWY.
 GQ0270'89 AND NORTH RD. OR WINTER RD. TO GRAND CANYON BRIDGE.  150 FT. E.
 GQ0270'OF SECOND CLASS RD. WHICH LEAVES NORTH RD. 5 MI E. OF ITS JCT.
 GQ0270'WITH U.S. HWY. 89.
 GQ0270'
 GQ0270'TO REACH NOT GIVEN.
 GQ0270'
 GQ0270'STATION MARK--GLO IRON PIPE WITH CAP
 GQ0270'STAMPED---T41N R1E R1W 19 24 25 30---.
 GQ0270'
 GQ0270'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0108 ***********************************************************************
 GP0108  DESIGNATION -  T41N R8E SEC 36 1/4 COR SOUTH
 GP0108  PID         -  GP0108
 GP0108  STATE/COUNTY-  AZ/COCONINO
 GP0108  USGS QUAD   -  PAGE (1985)
 GP0108
 GP0108                         *CURRENT SURVEY CONTROL
 GP0108  ___________________________________________________________________
 GP0108* NAD 83(1986)-  36 54 14.     (N)    111 29 07.     (W)     SCALED    
 GP0108* NAVD 88     -      1251.617  (meters)    4106.35   (feet)  ADJUSTED  
 GP0108  ___________________________________________________________________
 GP0108  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0108  DYNAMIC HT  -        1250.186 (meters)    4101.65  (feet)  COMP
 GP0108  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 GP0108
 GP0108  VERT ORDER  -  FIRST     CLASS II
 GP0108
 GP0108.The horizontal coordinates were scaled from a topographic map and have
 GP0108.an estimated accuracy of +/- 6 seconds.
 GP0108
 GP0108.The orthometric height was determined by differential leveling
 GP0108.and adjusted in June 1991.
 GP0108
 GP0108.The geoid height was determined by GEOID03.
 GP0108
 GP0108.The dynamic height is computed by dividing the NAVD 88
 GP0108.geopotential number by the normal gravity value computed on the
 GP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0108.degrees latitude (g = 980.6199 gals.).
 GP0108
 GP0108.The modeled gravity was interpolated from observed gravity values.
 GP0108
 GP0108;                    North         East    Units  Estimated Accuracy
 GP0108;SPC AZ C     -   654,890.      251,800.      MT  (+/- 180 meters Scaled)
 GP0108
 GP0108                          SUPERSEDED SURVEY CONTROL
 GP0108
 GP0108  NGVD 29 (??/??/92) 1250.729  (m)         4103.43   (f) ADJ UNCH    1 2
 GP0108
 GP0108.Superseded values are not recommended for survey control.
 GP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0108.See file dsdata.txt to determine how the superseded data were derived.
 GP0108
 GP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF567843(NAD 83)
 GP0108_MARKER: DD = SURVEY DISK
 GP0108_SETTING: 66 = SET IN ROCK OUTCROP
 GP0108_SP_SET: SANDSTONE OUTCROP
 GP0108_STAMPING: SC T41N R 8 E 1/4 S 36 59
 GP0108_MARK LOGO: USGLO 
 GP0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0108+STABILITY: POSITION/ELEVATION WELL
 GP0108
 GP0108  HISTORY     - Date     Condition        Report By
 GP0108  HISTORY     - UNK      MONUMENTED       USGLO
 GP0108  HISTORY     - 1962     GOOD             NGS
 GP0108  HISTORY     - 1983     GOOD             NGS
 GP0108
 GP0108                          STATION DESCRIPTION
 GP0108
 GP0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0108'2.7 MI S FROM PAGE.
 GP0108'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0108'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.4 MILE SOUTH OF THE
 GP0108'JUNCTION OF THE HIGHWAY AND AN ASPHALT ROAD LEADING TO PAGE, 227 FEET
 GP0108'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.15 MILE SOUTH OF HIGHWAY
 GP0108'MILEPOST NUMBER 547, 14 FEET NORTH OF A 4X4-INCH WOODEN WITNESS POST,
 GP0108'10-INCHES SOUTH OF A SMALL ROCK CAIRN, ABOUT LEVEL WITH THE HIGHWAY,
 GP0108'AND A U.S. GENERAL LAND OFFICE SURVEY CAP WHICH IS SET ON THE TOP OF A
 GP0108'1-INCH IRON PIPE IMBEDED WITH CONCRETE IN A SANDSTONE OUTCROP.  THE
 GP0108'CAP PROJECTS 5-INCHES ABOVE THE GROUND.
 GP0108
 GP0108                          STATION RECOVERY (1983)
 GP0108
 GP0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0108'RECOVERED IN GOOD CONDITION.  THE PIPE IS IMBEDDED IN OUTCROP.
 GP0108'ADD--79.9 METERS (262 FT) SOUTHWEST OF THE SOUTHEAST-NORTHWEST FENCE
 GP0108'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 HN0762 ***********************************************************************
 HN0762  DESIGNATION -  T44S R4E SECS 10 11 CC
 HN0762  PID         -  HN0762
 HN0762  STATE/COUNTY-  AZ/COCONINO
 HN0762  USGS QUAD   -  WARM CREEK BAY (1985)
 HN0762
 HN0762                         *CURRENT SURVEY CONTROL
 HN0762  ___________________________________________________________________
 HN0762* NAD 83(1992)-  37 00 05.73290(N)    111 27 10.94882(W)     ADJUSTED  
 HN0762* NAVD 88     -      1134.     (meters)    3720.     (feet)  SCALED    
 HN0762  ___________________________________________________________________
 HN0762  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HN0762  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 HN0762  HORZ ORDER  -  SECOND
 HN0762
 HN0762.The horizontal coordinates were established by classical geodetic methods
 HN0762.and adjusted by the National Geodetic Survey in November 1997.
 HN0762
 HN0762.The orthometric height was scaled from a topographic map.
 HN0762
 HN0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 HN0762
 HN0762.The geoid height was determined by GEOID03.
 HN0762
 HN0762;                    North         East     Units Scale Factor Converg.
 HN0762;SPC AZ C     -   665,747.285   254,623.203   MT  0.99992097   +0 16 44.5
 HN0762;SPC AZ C     - 2,184,210.25    835,377.96   iFT  0.99992097   +0 16 44.5
 HN0762;SPC UT S     - 3,037,172.593   504,179.965   MT  1.00004383   +0 01 43.6
 HN0762;UTM  12      - 4,095,144.940   459,690.887   MT  0.99962002   -0 16 21.6
 HN0762
 HN0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0762!SPC AZ C     -   0.99982577  x   0.99992097  =   0.99974675
 HN0762!SPC UT S     -   0.99982577  x   1.00004383  =   0.99986959
 HN0762!UTM  12      -   0.99982577  x   0.99962002  =   0.99944586
 HN0762
 HN0762                          SUPERSEDED SURVEY CONTROL
 HN0762
 HN0762  NAD 83(1992)-  37 00 05.73293(N)    111 27 10.94885(W) AD(       ) 2
 HN0762  NAD 83(1986)-  37 00 05.72830(N)    111 27 10.95062(W) AD(       ) 2
 HN0762  NAD 27      -  37 00 05.77160(N)    111 27 08.38560(W) AD(       ) 2
 HN0762
 HN0762.Superseded values are not recommended for survey control.
 HN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0762.See file dsdata.txt to determine how the superseded data were derived.
 HN0762
 HN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5969195145(NAD 83)
 HN0762_MARKER: P = PIPE CAP
 HN0762_SETTING: 0 = UNSPECIFIED SETTING
 HN0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0762
 HN0762  HISTORY     - Date     Condition        Report By
 HN0762  HISTORY     - 1934     MONUMENTED       CGS
 HN0762
 HN0762                          STATION DESCRIPTION
 HN0762
 HN0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0762'THE STATION BROWN WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN GOOD
 HN0762'CONDITION.  IT IS ABOUT 12 MILES NORTHEAST OF NAVAJO BRIDGE 4
 HN0762'MILES EAST OF LONE ROCK, 2 MILES WEST OF THE COLORADO RIVER,
 HN0762'1 MILE EAST OF WAHWEAP CANYON, 1/2 MILE SOUTH OF LARGE ROCK
 HN0762'MOUNTAIN, AND ON THE UTAH AND ARIZONA STATE LINE.
 HN0762'
 HN0762'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD
 HN0762'FOR 8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MI.  TAKE
 HN0762'LEFT FORK AND GO 12.2 TO A FORK.  KEEP TO THE LEFT ROAD GRADED
 HN0762'AND GO 17.0 MILES TO THE PARIA RIVER.  TURN RIGHT DOWN THE PARIA
 HN0762'RIVER AND FOLLOW THE RIVER BED FOR 9.2 MILES TO A GATE.  PASS
 HN0762'THROUGH THE GATE AND CONTINUE ON DOWN THE RIVER FOR 1.6 MILES TO
 HN0762'GATE.  PASS THROUGH THE GATE AND CONTINUE 0.6 MILES TO A FARM
 HN0762'AND GO 0.1 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH THE
 HN0762'GATE AND FOLLOW THE FENCE LINE TO THE RIGHT FOR 0.3 MILES
 HN0762'AND A GROUP OF TALL TREES.  TURN LEFT LEAVING THE ROAD AND
 HN0762'CROSS RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW
 HN0762'THIS BLADED ROAD FOR ABOUT 14.0 MILES, PASSING THROUGH 4
 HN0762'GATES AND INTO WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.
 HN0762'TURN RIGHT DOWN WAHWEAP CREEK AND FOLLOW THE CREEK BED FOR 9.0
 HN0762'MILE TO LONE ROCK.  CONTINUE ON DOWN WAHWEAP CREEK FOR 2.3 MILES
 HN0762'TO A WASH ON THE LEFT (NORTH).  TURN NORTH UP THE WASH FOR
 HN0762'0.5 MILE TO A CREEK FORK.  TAKE THE RIGHT HAND FORK AND GO
 HN0762'1.5 MILES FOLLOWING BLADED ROAD.  TURN RIGHT AND FOLLOW A CATTLE
 HN0762'TRAIL FOR 0.8 MILE TO A POINT 150 YARDS SOUTH OF A LARGE
 HN0762'SANDSTONE MOUNTAIN.  BEAR RIGHT AND CROSS COUNTRY FOR 0.8 MILE
 HN0762'TO A LOW KNOLL AND THE STATION AS DESCRIBED ABOVE.
 HN0762'
 HN0762'GLO BOUNDARY MARK WAS USED AS R.M. NO 2.  IT IS A BRONZE CAP ON
 HN0762'THE TOP OF A LEADPIPE PROJECTING ABOUT 16 INCHES, WHICH IS ABOUT
 HN0762'4 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1904 ***********************************************************************
 DV1904  DESIGNATION -  T4N R12W SECS 15 16 21 22
 DV1904  PID         -  DV1904
 DV1904  STATE/COUNTY-  AZ/LA PAZ
 DV1904  USGS QUAD   -  SOCORRO MINE (1990)
 DV1904
 DV1904                         *CURRENT SURVEY CONTROL
 DV1904  ___________________________________________________________________
 DV1904* NAD 83(1992)-  33 40 55.81895(N)    113 29 27.27853(W)     ADJUSTED  
 DV1904* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 DV1904  ___________________________________________________________________
 DV1904  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DV1904  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV1904  HORZ ORDER  -  SECOND
 DV1904
 DV1904.The horizontal coordinates were established by classical geodetic methods
 DV1904.and adjusted by the National Geodetic Survey in August 1993.
 DV1904
 DV1904.The orthometric height was scaled from a topographic map.
 DV1904
 DV1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1904
 DV1904.The geoid height was determined by GEOID03.
 DV1904
 DV1904;                    North         East     Units Scale Factor Converg.
 DV1904;SPC AZ W     -   297,444.076   237,383.116   MT  0.99994045   +0 08 37.3
 DV1904;SPC AZ W     -   975,866.39    778,816.00   iFT  0.99994045   +0 08 37.3
 DV1904;UTM  12      - 3,729,701.481   269,088.416   MT  1.00025739   -1 22 55.3
 DV1904
 DV1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1904!SPC AZ W     -   0.99992892  x   0.99994045  =   0.99986937
 DV1904!UTM  12      -   0.99992892  x   1.00025739  =   1.00018629
 DV1904
 DV1904                          SUPERSEDED SURVEY CONTROL
 DV1904
 DV1904  NAD 83(1986)-  33 40 55.81280(N)    113 29 27.28772(W) AD(       ) 2
 DV1904  NAD 27      -  33 40 55.69500(N)    113 29 24.56000(W) AD(       ) 2
 DV1904
 DV1904.Superseded values are not recommended for survey control.
 DV1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1904.See file dsdata.txt to determine how the superseded data were derived.
 DV1904
 DV1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6908829701(NAD 83)
 DV1904_MARKER: P = PIPE CAP
 DV1904_SETTING: 0 = UNSPECIFIED SETTING
 DV1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1904
 DV1904  HISTORY     - Date     Condition        Report By
 DV1904  HISTORY     - 1948     MONUMENTED       USGLO
 DV1904
 DV1904                          STATION DESCRIPTION
 DV1904
 DV1904'DESCRIBED BY US GENERAL LAND OFFICE 1948
 DV1904'THE STATION MARK IS A U.S. GENERAL LAND OFFICE SECTION
 DV1904'MARKER, IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION,
 DV1904'6 FEET WEST OF THE CENTER LINE OF TRACK ROAD, A 2 INCH IRON
 DV1904'PIPE WITH A BRONZE CAP, PROJECTS 8 INCHES, AND IS STAMPED,
 DV1904'T4N R12W S16 S15 S21 S22 1923.
 DV1904'
 DV1904'TO REACH LONE FROM THE SHELL SERVICE STATION AT THE EAST SIDE OF
 DV1904'SALOME.  GO SOUTH ALONG BLADED ROAD TOWARD HASSAYAMPA FOR
 DV1904'0.3 MILE TO CATTLE GUARD AND FORK.  TAKE LEFT FORK AND FOLLOW
 DV1904'MAIN TRAVELED ROAD FOR 9.3 MILES TO A FORK.  TAKE THE RIGHT
 DV1904'FORK SOUTHWESTERLY AND GO 0.8 MILE TO A SHALLOW WASH AND
 DV1904'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE SOUTHERLY ALONG
 DV1904'BLADED ROAD FOR 0.3 MILE TO THE INTERSECTION OF A TRACK ROAD
 DV1904'FROM THE SOUTHWEST AND STATION (LONE) SITE AS DESCRIBED ABOVE.  A
 DV1904'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1108 ***********************************************************************
 DV1108  DESIGNATION -  T4N R15W SECS 23 24 25 26
 DV1108  PID         -  DV1108
 DV1108  STATE/COUNTY-  AZ/LA PAZ
 DV1108  USGS QUAD   -  VICKSBURG (1990)
 DV1108
 DV1108                         *CURRENT SURVEY CONTROL
 DV1108  ___________________________________________________________________
 DV1108* NAD 83(1986)-  33 40 02.     (N)    113 46 02.     (W)     SCALED    
 DV1108* NAVD 88     -       357.87   (+/-2cm)    1174.1    (feet)  VERTCON   
 DV1108  ___________________________________________________________________
 DV1108  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DV1108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1108
 DV1108.The horizontal coordinates were scaled from a topographic map and have
 DV1108.an estimated accuracy of +/- 6 seconds.
 DV1108
 DV1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1108.The vertical order pertains to the NGVD 29 superseded value.
 DV1108
 DV1108.The geoid height was determined by GEOID03.
 DV1108
 DV1108;                    North         East    Units  Estimated Accuracy
 DV1108;SPC AZ W     -   295,760.      211,760.      MT  (+/- 180 meters Scaled)
 DV1108
 DV1108                          SUPERSEDED SURVEY CONTROL
 DV1108
 DV1108  NGVD 29 (??/??/92)  357.199  (m)         1171.91   (f) ADJ UNCH    2 0
 DV1108
 DV1108.Superseded values are not recommended for survey control.
 DV1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1108.See file dsdata.txt to determine how the superseded data were derived.
 DV1108
 DV1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC434286(NAD 83)
 DV1108_MARKER: P = PIPE CAP
 DV1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV1108_STAMPING: T 4 N R 15 W S 23 S 24 S 26 S 25
 DV1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1108
 DV1108  HISTORY     - Date     Condition        Report By
 DV1108  HISTORY     - UNK      MONUMENTED       USGLO
 DV1108  HISTORY     - 1962     GOOD             NGS
 DV1108
 DV1108                          STATION DESCRIPTION
 DV1108
 DV1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1108'7.2 MI SW FROM HOPE.
 DV1108'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1108'HIGHWAY 72 AT HOPE, THENCE 3.5 MILES SOUTH ALONG A BLADED ROAD, NEAR A
 DV1108'PRIVATE ROAD LEADING WEST TO A RANCH HOUSE, 9.5 FEET EAST OF THE
 DV1108'CENTER OF THE ROAD, 111 FEET SOUTH OF THE EXTENDED CENTER OF THE
 DV1108'PRIVATE ROAD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 DV1108'ABOVE THE LEVEL OF THE ROAD, AND IS A G.L.O.S. CAP ON METAL PIPE
 DV1108'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1107 ***********************************************************************
 DV1107  DESIGNATION -  T4N R15W SECS 25 26 35 36
 DV1107  PID         -  DV1107
 DV1107  STATE/COUNTY-  AZ/LA PAZ
 DV1107  USGS QUAD   -  VICKSBURG (1990)
 DV1107
 DV1107                         *CURRENT SURVEY CONTROL
 DV1107  ___________________________________________________________________
 DV1107* NAD 83(1986)-  33 39 10.     (N)    113 46 02.     (W)     SCALED    
 DV1107* NAVD 88     -       358.73   (+/-2cm)    1176.9    (feet)  VERTCON   
 DV1107  ___________________________________________________________________
 DV1107  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DV1107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1107
 DV1107.The horizontal coordinates were scaled from a topographic map and have
 DV1107.an estimated accuracy of +/- 6 seconds.
 DV1107
 DV1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1107.The vertical order pertains to the NGVD 29 superseded value.
 DV1107
 DV1107.The geoid height was determined by GEOID03.
 DV1107
 DV1107;                    North         East    Units  Estimated Accuracy
 DV1107;SPC AZ W     -   294,150.      211,760.      MT  (+/- 180 meters Scaled)
 DV1107
 DV1107                          SUPERSEDED SURVEY CONTROL
 DV1107
 DV1107  NGVD 29 (??/??/92)  358.065  (m)         1174.75   (f) ADJ UNCH    2 0
 DV1107
 DV1107.Superseded values are not recommended for survey control.
 DV1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1107.See file dsdata.txt to determine how the superseded data were derived.
 DV1107
 DV1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC433270(NAD 83)
 DV1107_MARKER: P = PIPE CAP
 DV1107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1107_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV1107_STAMPING: T 4 N R 15 W S 26 S 25 S 35 S 36
 DV1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1107
 DV1107  HISTORY     - Date     Condition        Report By
 DV1107  HISTORY     - UNK      MONUMENTED       USGLO
 DV1107  HISTORY     - 1962     GOOD             NGS
 DV1107
 DV1107                          STATION DESCRIPTION
 DV1107
 DV1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1107'8.2 MI SW FROM HOPE.
 DV1107'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1107'HIGHWAY 72 AT HOPE, THENCE 4.5 MILES SOUTH ALONG A BLADED ROAD, 15
 DV1107'FEET EAST OF THE CENTER OF THE ROAD, 2.0 FEET NORTHWEST OF A METAL
 DV1107'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND IS A
 DV1107'G.L.O.S. CAP ON METAL PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1790 ***********************************************************************
 DV1790  DESIGNATION -  T4N R1E SEC 24 1/4 COR EAST
 DV1790  PID         -  DV1790
 DV1790  STATE/COUNTY-  AZ/MARICOPA
 DV1790  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1790
 DV1790                         *CURRENT SURVEY CONTROL
 DV1790  ___________________________________________________________________
 DV1790* NAD 83(1986)-  33 40 28.     (N)    112 12 10.     (W)     SCALED    
 DV1790* NAVD 88     -       387.968  (meters)    1272.86   (feet)  ADJUSTED  
 DV1790  ___________________________________________________________________
 DV1790  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV1790  DYNAMIC HT  -         387.520 (meters)    1271.39  (feet)  COMP
 DV1790  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DV1790
 DV1790  VERT ORDER  -  SECOND    CLASS I
 DV1790
 DV1790.The horizontal coordinates were scaled from a topographic map and have
 DV1790.an estimated accuracy of +/- 6 seconds.
 DV1790
 DV1790.The orthometric height was determined by differential leveling
 DV1790.and adjusted in November 1993.
 DV1790
 DV1790.The geoid height was determined by GEOID03.
 DV1790
 DV1790.The dynamic height is computed by dividing the NAVD 88
 DV1790.geopotential number by the normal gravity value computed on the
 DV1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1790.degrees latitude (g = 980.6199 gals.).
 DV1790
 DV1790.The modeled gravity was interpolated from observed gravity values.
 DV1790
 DV1790;                    North         East    Units  Estimated Accuracy
 DV1790;SPC AZ C     -   296,580.      186,830.      MT  (+/- 180 meters Scaled)
 DV1790
 DV1790                          SUPERSEDED SURVEY CONTROL
 DV1790
 DV1790.No superseded survey control is available for this station.
 DV1790
 DV1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC885267(NAD 83)
 DV1790_MARKER: DD = SURVEY DISK
 DV1790_SETTING: 0 = UNSPECIFIED SETTING
 DV1790_SP_SET: CONCRETE HANDHOLE
 DV1790_MARK LOGO: AZ-013
 DV1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1790
 DV1790  HISTORY     - Date     Condition        Report By
 DV1790  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1790  HISTORY     - 1983     GOOD             AZDT
 DV1790  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1790
 DV1790                          STATION DESCRIPTION
 DV1790
 DV1790'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1790'13.69 KM (8.5 MI) NORTH FROM PEORIA.
 DV1790'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1790'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1790'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1790'1.61 KM (1.0 MI) NORTH ALONG 75TH AVENUE TO THE JUNCTION OF BEARDSLEY
 DV1790'ROAD, THENCE EAST ALONG BEARDSLEY ROAD FOR 1.61 KM (1.0 MI) TO 67TH
 DV1790'AVENUE, THENCE 0.81 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK.
 DV1790'2.3 FT (0.70 METERS) EAST OF CENTERLINE OF 67TH AVENUE, 21.0 FT
 DV1790'(6.40 METERS) EAST OF A 4.0 FT (1.22 METERS) DIAMETER CONCRETE
 DV1790'STANDPIPE, 19.5 FT (5.94 METERS) WEST OF A 1.5 FT (0.46 METERS)
 DV1790'DIAMETER CONCRETE STANDPIPE, A STANDARD MARICOPA COUNTY BRASS CAP SET
 DV1790'IN CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1790
 DV1790                          STATION RECOVERY (2002)
 DV1790
 DV1790'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1790'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994-95
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1771 ***********************************************************************
 DV1771  DESIGNATION -  T4N R1E SEC 25 1/4 COR WEST
 DV1771  PID         -  DV1771
 DV1771  STATE/COUNTY-  AZ/MARICOPA
 DV1771  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1771
 DV1771                         *CURRENT SURVEY CONTROL
 DV1771  ___________________________________________________________________
 DV1771* NAD 83(1986)-  33 39 35.     (N)    112 13 14.     (W)     SCALED    
 DV1771* NAVD 88     -       379.911  (meters)    1246.42   (feet)  ADJUSTED  
 DV1771  ___________________________________________________________________
 DV1771  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1771  DYNAMIC HT  -         379.472 (meters)    1244.98  (feet)  COMP
 DV1771  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV1771
 DV1771  VERT ORDER  -  SECOND    CLASS I
 DV1771
 DV1771.The horizontal coordinates were scaled from a topographic map and have
 DV1771.an estimated accuracy of +/- 6 seconds.
 DV1771
 DV1771.The orthometric height was determined by differential leveling
 DV1771.and adjusted in November 1993.
 DV1771
 DV1771.The geoid height was determined by GEOID03.
 DV1771
 DV1771.The dynamic height is computed by dividing the NAVD 88
 DV1771.geopotential number by the normal gravity value computed on the
 DV1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1771.degrees latitude (g = 980.6199 gals.).
 DV1771
 DV1771.The modeled gravity was interpolated from observed gravity values.
 DV1771
 DV1771;                    North         East    Units  Estimated Accuracy
 DV1771;SPC AZ C     -   294,960.      185,180.      MT  (+/- 180 meters Scaled)
 DV1771
 DV1771                          SUPERSEDED SURVEY CONTROL
 DV1771
 DV1771.No superseded survey control is available for this station.
 DV1771
 DV1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC868250(NAD 83)
 DV1771_MARKER: DD = SURVEY DISK
 DV1771_SETTING: 0 = UNSPECIFIED SETTING
 DV1771_SP_SET: CONCRETE HANDHOLE
 DV1771_MARK LOGO: AZ-013
 DV1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1771+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DV1771
 DV1771  HISTORY     - Date     Condition        Report By
 DV1771  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1771  HISTORY     - 1983     GOOD             AZDT
 DV1771  HISTORY     - 19941203 GOOD             USPSQD
 DV1771  HISTORY     - 20020330 GOOD             USPSQD
 DV1771  HISTORY     - 20060325 GOOD             USPSQD
 DV1771  HISTORY     - 20080401 GOOD             GEOCAC
 DV1771
 DV1771                          STATION DESCRIPTION
 DV1771
 DV1771'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1771'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1771'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1771'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1771'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1771'0.80 KM (0.5 MI) NORTH ALONG 75TH AVENUE TO THE MARK ON CENTERLINE.  A
 DV1771'STANDARD MARICOPA BRASS CAP IN CONCRETE IN A HANDHOLE.
 DV1771'NOTE--THE MARK IS NOT STAMPED.
 DV1771
 DV1771                          STATION RECOVERY (1994)
 DV1771
 DV1771'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1771'RECOVERED IN GOOD CONDITION.
 DV1771
 DV1771                          STATION RECOVERY (2002)
 DV1771
 DV1771'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1771'RECOVERED IN GOOD CONDITION.
 DV1771
 DV1771                          STATION RECOVERY (2006)
 DV1771
 DV1771'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1771'RECOVERED IN GOOD CONDITION.
 DV1771
 DV1771                          STATION RECOVERY (2008)
 DV1771
 DV1771'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1771' 
 DV1771' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1789 ***********************************************************************
 DV1789  DESIGNATION -  T4N R1E SEC 25 1/4 COR EAST
 DV1789  PID         -  DV1789
 DV1789  STATE/COUNTY-  AZ/MARICOPA
 DV1789  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1789
 DV1789                         *CURRENT SURVEY CONTROL
 DV1789  ___________________________________________________________________
 DV1789* NAD 83(1986)-  33 39 36.     (N)    112 12 11.     (W)     SCALED    
 DV1789* NAVD 88     -       380.184  (meters)    1247.32   (feet)  ADJUSTED  
 DV1789  ___________________________________________________________________
 DV1789  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV1789  DYNAMIC HT  -         379.745 (meters)    1245.88  (feet)  COMP
 DV1789  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 DV1789
 DV1789  VERT ORDER  -  SECOND    CLASS I
 DV1789
 DV1789.The horizontal coordinates were scaled from a topographic map and have
 DV1789.an estimated accuracy of +/- 6 seconds.
 DV1789
 DV1789.The orthometric height was determined by differential leveling
 DV1789.and adjusted in November 1993.
 DV1789
 DV1789.The geoid height was determined by GEOID03.
 DV1789
 DV1789.The dynamic height is computed by dividing the NAVD 88
 DV1789.geopotential number by the normal gravity value computed on the
 DV1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1789.degrees latitude (g = 980.6199 gals.).
 DV1789
 DV1789.The modeled gravity was interpolated from observed gravity values.
 DV1789
 DV1789;                    North         East    Units  Estimated Accuracy
 DV1789;SPC AZ C     -   294,980.      186,800.      MT  (+/- 180 meters Scaled)
 DV1789
 DV1789                          SUPERSEDED SURVEY CONTROL
 DV1789
 DV1789.No superseded survey control is available for this station.
 DV1789
 DV1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884251(NAD 83)
 DV1789_MARKER: DD = SURVEY DISK
 DV1789_SETTING: 0 = UNSPECIFIED SETTING
 DV1789_SP_SET: CONCRETE HANDHOLE
 DV1789_MARK LOGO: AZ-013
 DV1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1789+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1789
 DV1789  HISTORY     - Date     Condition        Report By
 DV1789  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1789  HISTORY     - 1983     GOOD             AZDT
 DV1789  HISTORY     - 20020330 GOOD             USPSQD
 DV1789  HISTORY     - 20060325 GOOD             USPSQD
 DV1789
 DV1789                          STATION DESCRIPTION
 DV1789
 DV1789'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1789'13.68 KM (8.5 MI) NORTH FROM PEORIA.
 DV1789'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1789'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1789'AVENUE, THENCE 4.02 KM (2.5 MI) NORTH ALONG 67TH AVENUE TO UNION HILLS
 DV1789'DRIVE TO THE MARK, 6.30 FT (1.92 METERS) EAST OF THE CENTERLINE OF
 DV1789'67TH AVENUE, 5.50 FT (1.68 METERS) WEST OF EAST EDGE OF PAVEMENT, 21.0
 DV1789'FT (6.40 METERS) EAST OF WEST EDGE OF PAVEMENT, A STANDARD MARICOPA
 DV1789'COUNTY BRASS CAP IN CONCRETE IN A HANDHOLE.
 DV1789'NOTE--THE MARK IS NOT STAMPED.
 DV1789
 DV1789                          STATION RECOVERY (2002)
 DV1789
 DV1789'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1789'RECOVERED IN GOOD CONDITION.
 DV1789
 DV1789                          STATION RECOVERY (2006)
 DV1789
 DV1789'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1775 ***********************************************************************
 DV1775  DESIGNATION -  T4N R1E SEC 25 NE COR
 DV1775  PID         -  DV1775
 DV1775  STATE/COUNTY-  AZ/MARICOPA
 DV1775  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1775
 DV1775                         *CURRENT SURVEY CONTROL
 DV1775  ___________________________________________________________________
 DV1775* NAD 83(1986)-  33 40 07.     (N)    112 12 09.     (W)     SCALED    
 DV1775* NAVD 88     -       382.684  (meters)    1255.52   (feet)  ADJUSTED  
 DV1775  ___________________________________________________________________
 DV1775  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DV1775  DYNAMIC HT  -         382.242 (meters)    1254.07  (feet)  COMP
 DV1775  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 DV1775
 DV1775  VERT ORDER  -  SECOND    CLASS I
 DV1775
 DV1775.The horizontal coordinates were scaled from a topographic map and have
 DV1775.an estimated accuracy of +/- 6 seconds.
 DV1775
 DV1775.The orthometric height was determined by differential leveling
 DV1775.and adjusted in November 1993.
 DV1775
 DV1775.The geoid height was determined by GEOID03.
 DV1775
 DV1775.The dynamic height is computed by dividing the NAVD 88
 DV1775.geopotential number by the normal gravity value computed on the
 DV1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1775.degrees latitude (g = 980.6199 gals.).
 DV1775
 DV1775.The modeled gravity was interpolated from observed gravity values.
 DV1775
 DV1775;                    North         East    Units  Estimated Accuracy
 DV1775;SPC AZ C     -   295,940.      186,850.      MT  (+/- 180 meters Scaled)
 DV1775
 DV1775                          SUPERSEDED SURVEY CONTROL
 DV1775
 DV1775.No superseded survey control is available for this station.
 DV1775
 DV1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC885260(NAD 83)
 DV1775_MARKER: DD = SURVEY DISK
 DV1775_SETTING: 0 = UNSPECIFIED SETTING
 DV1775_SP_SET: CONCRETE HANDHOLE
 DV1775_MARK LOGO: AZ-013
 DV1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1775
 DV1775  HISTORY     - Date     Condition        Report By
 DV1775  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1775  HISTORY     - 1983     GOOD             AZDT
 DV1775  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1775
 DV1775                          STATION DESCRIPTION
 DV1775
 DV1775'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1775'12.88 KM (8.0 MI) NORTH FROM PEORIA.
 DV1775'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1775'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1775'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1775'1.61 KM (1.0 MI) NORTH ALONG 75TH AVENUE TO THE JUNCTION OF BEARDSLEY
 DV1775'ROAD, THENCE EAST ALONG BEARDSLEY ROAD FOR 1.61 KM (1.0 MI) TO 67TH
 DV1775'AVENUE AND THE MARK, 12.0 FT (3.66 METERS) WEST OF THE CENTERLINE OF
 DV1775'67TH AVENUE.  ON THE CENTERLINE OF BEARDSLEY ROAD, A STANDARD MARICOPA
 DV1775'COUNTY BRASS CAP IN CEMENT IN A HANDHOLE.
 DV1775'NOTE--THE MARK IS NOT STAMPED.
 DV1775
 DV1775                          STATION RECOVERY (2002)
 DV1775
 DV1775'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1775'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1775'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1773 ***********************************************************************
 DV1773  DESIGNATION -  T4N R1E SEC 25 NW COR
 DV1773  PID         -  DV1773
 DV1773  STATE/COUNTY-  AZ/MARICOPA
 DV1773  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1773
 DV1773                         *CURRENT SURVEY CONTROL
 DV1773  ___________________________________________________________________
 DV1773* NAD 83(1986)-  33 40 03.     (N)    112 13 16.     (W)     SCALED    
 DV1773* NAVD 88     -       384.544  (meters)    1261.62   (feet)  ADJUSTED  
 DV1773  ___________________________________________________________________
 DV1773  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1773  DYNAMIC HT  -         384.100 (meters)    1260.17  (feet)  COMP
 DV1773  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DV1773
 DV1773  VERT ORDER  -  SECOND    CLASS I
 DV1773
 DV1773.The horizontal coordinates were scaled from a topographic map and have
 DV1773.an estimated accuracy of +/- 6 seconds.
 DV1773
 DV1773.The orthometric height was determined by differential leveling
 DV1773.and adjusted in November 1993.
 DV1773
 DV1773.The geoid height was determined by GEOID03.
 DV1773
 DV1773.The dynamic height is computed by dividing the NAVD 88
 DV1773.geopotential number by the normal gravity value computed on the
 DV1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1773.degrees latitude (g = 980.6199 gals.).
 DV1773
 DV1773.The modeled gravity was interpolated from observed gravity values.
 DV1773
 DV1773;                    North         East    Units  Estimated Accuracy
 DV1773;SPC AZ C     -   295,820.      185,130.      MT  (+/- 180 meters Scaled)
 DV1773
 DV1773                          SUPERSEDED SURVEY CONTROL
 DV1773
 DV1773.No superseded survey control is available for this station.
 DV1773
 DV1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC867259(NAD 83)
 DV1773_MARKER: DD = SURVEY DISK
 DV1773_SETTING: 0 = UNSPECIFIED SETTING
 DV1773_SP_SET: CONCRETE HANDHOLE
 DV1773_MARK LOGO: AZ-013
 DV1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1773
 DV1773  HISTORY     - Date     Condition        Report By
 DV1773  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1773  HISTORY     - 1983     GOOD             AZDT
 DV1773  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1773
 DV1773                          STATION DESCRIPTION
 DV1773
 DV1773'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1773'11.27 KM (7.0 MI) NORTH FROM PEORIA.
 DV1773'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1773'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1773'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1773'1.61 KM (1.0 MI) NORTH ALONG 75TH AVENUE TO THE JUNCTION OF BEARDSLEY
 DV1773'ROAD, IN THE CENTER OF THE INTERSECTION, A STANDARD MARICOPA COUNTY
 DV1773'BRASS CAP IN CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1773
 DV1773                          STATION RECOVERY (2002)
 DV1773
 DV1773'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1773'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1773'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1766 ***********************************************************************
 DV1766  DESIGNATION -  T4N R1E SEC 35 1/4 COR NORTH
 DV1766  PID         -  DV1766
 DV1766  STATE/COUNTY-  AZ/MARICOPA
 DV1766  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1766
 DV1766                         *CURRENT SURVEY CONTROL
 DV1766  ___________________________________________________________________
 DV1766* NAD 83(1986)-  33 39 10.     (N)    112 13 45.     (W)     SCALED    
 DV1766* NAVD 88     -       374.664  (meters)    1229.21   (feet)  ADJUSTED  
 DV1766  ___________________________________________________________________
 DV1766  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DV1766  DYNAMIC HT  -         374.231 (meters)    1227.79  (feet)  COMP
 DV1766  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DV1766
 DV1766  VERT ORDER  -  SECOND    CLASS I
 DV1766
 DV1766.The horizontal coordinates were scaled from a topographic map and have
 DV1766.an estimated accuracy of +/- 6 seconds.
 DV1766
 DV1766.The orthometric height was determined by differential leveling
 DV1766.and adjusted in November 1993.
 DV1766
 DV1766.The geoid height was determined by GEOID03.
 DV1766
 DV1766.The dynamic height is computed by dividing the NAVD 88
 DV1766.geopotential number by the normal gravity value computed on the
 DV1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1766.degrees latitude (g = 980.6199 gals.).
 DV1766
 DV1766.The modeled gravity was interpolated from observed gravity values.
 DV1766
 DV1766;                    North         East    Units  Estimated Accuracy
 DV1766;SPC AZ C     -   294,190.      184,380.      MT  (+/- 180 meters Scaled)
 DV1766
 DV1766                          SUPERSEDED SURVEY CONTROL
 DV1766
 DV1766.No superseded survey control is available for this station.
 DV1766
 DV1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC860243(NAD 83)
 DV1766_MARKER: DD = SURVEY DISK
 DV1766_SETTING: 0 = UNSPECIFIED SETTING
 DV1766_SP_SET: CONCRETE HANDHOLE
 DV1766_MARK LOGO: AZ-013
 DV1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1766
 DV1766  HISTORY     - Date     Condition        Report By
 DV1766  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1766  HISTORY     - 1982     GOOD             AZDT
 DV1766  HISTORY     - 19941203 GOOD             USPSQD
 DV1766  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1766
 DV1766                          STATION DESCRIPTION
 DV1766
 DV1766'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1766'8.85 KM (5.5 MI) NORTH FROM PEORIA.
 DV1766'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1766'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE EAST FOR 0.80 KM
 DV1766'(0.50 MI) AND THE MARK, 1.0 FT (0.30 METERS) SOUTH OF THE CENTERLINE
 DV1766'OF UNION HILLS ROAD, 17.5 FT (5.33 METERS) NORTH OF EXTENDED EAST-WEST
 DV1766'IRRIGATION CANAL, A STANDARD BRASS CAP 0.5 FT (0.15 METERS) BELOW
 DV1766'SURFACE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1766
 DV1766                          STATION RECOVERY (1994)
 DV1766
 DV1766'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1766'RECOVERED IN GOOD CONDITION.
 DV1766
 DV1766                          STATION RECOVERY (2002)
 DV1766
 DV1766'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1766'83RD AVE IS UNDER NEW CONSTRUCTION OF BRIDGE OVER NEW RIVER BED AND
 DV1766'WIDENING OF UNION HILLS DR
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1767 ***********************************************************************
 DV1767  DESIGNATION -  T4N R1E SEC 36 NW COR
 DV1767  PID         -  DV1767
 DV1767  STATE/COUNTY-  AZ/MARICOPA
 DV1767  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1767
 DV1767                         *CURRENT SURVEY CONTROL
 DV1767  ___________________________________________________________________
 DV1767* NAD 83(1986)-  33 39 09.     (N)    112 13 14.     (W)     SCALED    
 DV1767* NAVD 88     -       376.022  (meters)    1233.67   (feet)  ADJUSTED  
 DV1767  ___________________________________________________________________
 DV1767  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DV1767  DYNAMIC HT  -         375.588 (meters)    1232.24  (feet)  COMP
 DV1767  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DV1767
 DV1767  VERT ORDER  -  SECOND    CLASS I
 DV1767
 DV1767.The horizontal coordinates were scaled from a topographic map and have
 DV1767.an estimated accuracy of +/- 6 seconds.
 DV1767
 DV1767.The orthometric height was determined by differential leveling
 DV1767.and adjusted in November 1993.
 DV1767
 DV1767.The geoid height was determined by GEOID03.
 DV1767
 DV1767.The dynamic height is computed by dividing the NAVD 88
 DV1767.geopotential number by the normal gravity value computed on the
 DV1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1767.degrees latitude (g = 980.6199 gals.).
 DV1767
 DV1767.The modeled gravity was interpolated from observed gravity values.
 DV1767
 DV1767;                    North         East    Units  Estimated Accuracy
 DV1767;SPC AZ C     -   294,160.      185,170.      MT  (+/- 180 meters Scaled)
 DV1767
 DV1767                          SUPERSEDED SURVEY CONTROL
 DV1767
 DV1767.No superseded survey control is available for this station.
 DV1767
 DV1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC868242(NAD 83)
 DV1767_MARKER: DD = SURVEY DISK
 DV1767_SETTING: 0 = UNSPECIFIED SETTING
 DV1767_SP_SET: CONCRETE HANDHOLE
 DV1767_MARK LOGO: AZ-013
 DV1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1767+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1767
 DV1767  HISTORY     - Date     Condition        Report By
 DV1767  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1767  HISTORY     - 1983     GOOD             AZDT
 DV1767  HISTORY     - 19941203 GOOD             USPSQD
 DV1767  HISTORY     - 20020330 GOOD             USPSQD
 DV1767  HISTORY     - 20060325 GOOD             USPSQD
 DV1767
 DV1767                          STATION DESCRIPTION
 DV1767
 DV1767'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1767'9.66 KM (6.0 MI) NORTH FROM PEORIA.
 DV1767'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1767'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1767'ALONG UNION HILLS ROAD TO THE INTERSECTION OF THE CENTERLINES OF 75TH
 DV1767'AVENUE AND UNION HILLS ROAD, A STANDARD MARICOPA COUNTY BRASS CAP IN
 DV1767'CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1767
 DV1767                          STATION RECOVERY (1994)
 DV1767
 DV1767'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV1767'RECOVERED IN GOOD CONDITION.
 DV1767
 DV1767                          STATION RECOVERY (2002)
 DV1767
 DV1767'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1767'RECOVERED IN GOOD CONDITION.
 DV1767
 DV1767                          STATION RECOVERY (2006)
 DV1767
 DV1767'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1791 ***********************************************************************
 DV1791  DESIGNATION -  T4N R2E SEC 19 1/4 COR WEST
 DV1791  PID         -  DV1791
 DV1791  STATE/COUNTY-  AZ/MARICOPA
 DV1791  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1791
 DV1791                         *CURRENT SURVEY CONTROL
 DV1791  ___________________________________________________________________
 DV1791* NAD 83(1986)-  33 40 28.     (N)    112 12 11.     (W)     SCALED    
 DV1791* NAVD 88     -       389.388  (meters)    1277.52   (feet)  ADJUSTED  
 DV1791  ___________________________________________________________________
 DV1791  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV1791  DYNAMIC HT  -         388.938 (meters)    1276.04  (feet)  COMP
 DV1791  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DV1791
 DV1791  VERT ORDER  -  SECOND    CLASS I
 DV1791
 DV1791.The horizontal coordinates were scaled from a topographic map and have
 DV1791.an estimated accuracy of +/- 6 seconds.
 DV1791
 DV1791.The orthometric height was determined by differential leveling
 DV1791.and adjusted in November 1993.
 DV1791
 DV1791.The geoid height was determined by GEOID03.
 DV1791
 DV1791.The dynamic height is computed by dividing the NAVD 88
 DV1791.geopotential number by the normal gravity value computed on the
 DV1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1791.degrees latitude (g = 980.6199 gals.).
 DV1791
 DV1791.The modeled gravity was interpolated from observed gravity values.
 DV1791
 DV1791;                    North         East    Units  Estimated Accuracy
 DV1791;SPC AZ C     -   296,580.      186,800.      MT  (+/- 180 meters Scaled)
 DV1791
 DV1791                          SUPERSEDED SURVEY CONTROL
 DV1791
 DV1791.No superseded survey control is available for this station.
 DV1791
 DV1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884267(NAD 83)
 DV1791_MARKER: DD = SURVEY DISK
 DV1791_SETTING: 0 = UNSPECIFIED SETTING
 DV1791_SP_SET: CONCRETE HANDHOLE
 DV1791_MARK LOGO: AZ-013
 DV1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1791
 DV1791  HISTORY     - Date     Condition        Report By
 DV1791  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1791  HISTORY     - 1983     GOOD             AZDT
 DV1791  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1791
 DV1791                          STATION DESCRIPTION
 DV1791
 DV1791'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1791'13.84 KM (8.6 MI) NORTH FROM PEORIA.
 DV1791'8.05 KM (5.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1791'AVENUE IN PEORIA TO UNION HILLS ROAD, THENCE 1.61 KM (1.0 MI) EAST
 DV1791'ALONG UNION HILLS ROAD TO THE INTERSECTION OF 75TH AVENUE, THENCE
 DV1791'1.61 KM (1.0 MI) NORTH ALONG 75TH AVENUE TO THE JUNCTION OF BEARDSLEY
 DV1791'ROAD, THENCE EAST ALONG BEARDSLEY ROAD FOR 1.61 KM (1.0 MI) TO 67TH
 DV1791'AVENUE, THENCE 0.96 KM (0.6 MI) NORTH ALONG 67TH AVENUE TO THE MARK.
 DV1791'160.0 M (525.0 FT NORTH OF E 1/4 24 M CO, 2.80 FT (0.85 METERS) EAST
 DV1791'OF CENTERLINE OF 67TH AVENUE, A STANDARD MARICOPA COUNTY BRASS CAP IN
 DV1791'CONCRETE IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1791
 DV1791                          STATION RECOVERY (2002)
 DV1791
 DV1791'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1791'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994-95
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1709 ***********************************************************************
 DV1709  DESIGNATION -  T4N R2E SEC 21 1/4 COR WEST
 DV1709  PID         -  DV1709
 DV1709  STATE/COUNTY-  AZ/MARICOPA
 DV1709  USGS QUAD   -  EL MIRAGE (1982)
 DV1709
 DV1709                         *CURRENT SURVEY CONTROL
 DV1709  ___________________________________________________________________
 DV1709* NAD 83(1986)-  33 30 03.     (N)    112 16 22.     (W)     SCALED    
 DV1709* NAVD 88     -       316.768  (meters)    1039.26   (feet)  ADJUSTED  
 DV1709  ___________________________________________________________________
 DV1709  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DV1709  DYNAMIC HT  -         316.396 (meters)    1038.04  (feet)  COMP
 DV1709  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 DV1709
 DV1709  VERT ORDER  -  SECOND    CLASS I
 DV1709
 DV1709.The horizontal coordinates were scaled from a topographic map and have
 DV1709.an estimated accuracy of +/- 6 seconds.
 DV1709
 DV1709.The orthometric height was determined by differential leveling
 DV1709.and adjusted in November 1993.
 DV1709
 DV1709.The geoid height was determined by GEOID03.
 DV1709
 DV1709.The dynamic height is computed by dividing the NAVD 88
 DV1709.geopotential number by the normal gravity value computed on the
 DV1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1709.degrees latitude (g = 980.6199 gals.).
 DV1709
 DV1709.The modeled gravity was interpolated from observed gravity values.
 DV1709
 DV1709;                    North         East    Units  Estimated Accuracy
 DV1709;SPC AZ C     -   277,350.      180,270.      MT  (+/- 180 meters Scaled)
 DV1709
 DV1709                          SUPERSEDED SURVEY CONTROL
 DV1709
 DV1709.No superseded survey control is available for this station.
 DV1709
 DV1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC817075(NAD 83)
 DV1709_MARKER: DD = SURVEY DISK
 DV1709_SETTING: 0 = UNSPECIFIED SETTING
 DV1709_SP_SET: CONCRETE
 DV1709_MARK LOGO: AZ-013
 DV1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1709+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 DV1709
 DV1709  HISTORY     - Date     Condition        Report By
 DV1709  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1709  HISTORY     - 1982     GOOD             AZDT
 DV1709  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV1709  HISTORY     - 20070308 GOOD             GEOCAC
 DV1709
 DV1709                          STATION DESCRIPTION
 DV1709
 DV1709'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DV1709'4.35 KM (2.7 MI) NORTH FROM TOLLESON.
 DV1709'FROM 99TH AVENUE AND INTERSTATE 10 IN TOLLESON TRAVEL NORTH 2.7 MI
 DV1709'(4.35 KM) TO THE STATION, 9.8 FT (2.98 METERS) WEST OF CENTERLINE 99TH
 DV1709'AVENUE, 21 FT (6.4 METERS) EAST OF CENTERLINE NORTH-SOUTH CANAL, 4 FT
 DV1709'(1.22 METERS) SOUTH OF BRIDGE ACROSS CANAL, 48.5 FT (14.78 METERS)
 DV1709'NORTHEAST OF POWER POLE, A STANDARD MARICOPA BRASS CAP IN CONCRETE
 DV1709'FLUSH WITH ASPHALT.  NOTE--THE MARK IS NOT STAMPED.
 DV1709
 DV1709                          STATION RECOVERY (2006)
 DV1709
 DV1709'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1709'MARK NOT FOUND.
 DV1709
 DV1709                          STATION RECOVERY (2007)
 DV1709
 DV1709'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1709'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS NOW BELOW THE
 DV1709'LEVEL OF THE PAVEMENT AND IS ACCESSED VIA A HANDWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1811 ***********************************************************************
 DV1811  DESIGNATION -  T4N R2E SEC 25 1/4 COR NORTH
 DV1811  PID         -  DV1811
 DV1811  STATE/COUNTY-  AZ/MARICOPA
 DV1811  USGS QUAD   -  UNION HILLS (1981)
 DV1811
 DV1811                         *CURRENT SURVEY CONTROL
 DV1811  ___________________________________________________________________
 DV1811* NAD 83(1986)-  33 40 09.     (N)    112 06 31.     (W)     SCALED    
 DV1811* NAVD 88     -       424.902  (meters)    1394.03   (feet)  ADJUSTED  
 DV1811  ___________________________________________________________________
 DV1811  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DV1811  DYNAMIC HT  -         424.405 (meters)    1392.40  (feet)  COMP
 DV1811  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DV1811
 DV1811  VERT ORDER  -  SECOND    CLASS I
 DV1811
 DV1811.The horizontal coordinates were scaled from a topographic map and have
 DV1811.an estimated accuracy of +/- 6 seconds.
 DV1811
 DV1811.The orthometric height was determined by differential leveling
 DV1811.and adjusted in November 1993.
 DV1811
 DV1811.The geoid height was determined by GEOID03.
 DV1811
 DV1811.The dynamic height is computed by dividing the NAVD 88
 DV1811.geopotential number by the normal gravity value computed on the
 DV1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1811.degrees latitude (g = 980.6199 gals.).
 DV1811
 DV1811.The modeled gravity was interpolated from observed gravity values.
 DV1811
 DV1811;                    North         East    Units  Estimated Accuracy
 DV1811;SPC AZ C     -   295,980.      195,560.      MT  (+/- 180 meters Scaled)
 DV1811
 DV1811                          SUPERSEDED SURVEY CONTROL
 DV1811
 DV1811.No superseded survey control is available for this station.
 DV1811
 DV1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC972260(NAD 83)
 DV1811_MARKER: DD = SURVEY DISK
 DV1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1811_SP_SET: CONCRETE POST
 DV1811_MARK LOGO: AZ-013
 DV1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1811+STABILITY: SURFACE MOTION
 DV1811
 DV1811  HISTORY     - Date     Condition        Report By
 DV1811  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1811  HISTORY     - 1984     GOOD             AZDT
 DV1811
 DV1811                          STATION DESCRIPTION
 DV1811
 DV1811'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1811'IN PHOENIX.
 DV1811'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1811'TRAVEL EAST ALONG BEARDSLY ROAD FOR 0.40 KM (0.25 MI) AND THE MARK AT
 DV1811'THE INTERSECTION OF 23RD AVENUE, 13.18 METERS (43.45 FT) OFF THE EAST
 DV1811'END OF WEST BULLNOSE, 25.19 METERS (82.65 FT) SOUTHEAST OF LIGHT POLE
 DV1811'21844 ON THE NORTHWEST CORNER, AND A MARICOPA COUNTY BRASS CAP IN HAND
 DV1811'HOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1807 ***********************************************************************
 DV1807  DESIGNATION -  T4N R2E SEC 26 1/4 COR NORTH
 DV1807  PID         -  DV1807
 DV1807  STATE/COUNTY-  AZ/MARICOPA
 DV1807  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1807
 DV1807                         *CURRENT SURVEY CONTROL
 DV1807  ___________________________________________________________________
 DV1807* NAD 83(1986)-  33 40 09.     (N)    112 07 34.     (W)     SCALED    
 DV1807* NAVD 88     -       416.469  (meters)    1366.37   (feet)  ADJUSTED  
 DV1807  ___________________________________________________________________
 DV1807  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DV1807  DYNAMIC HT  -         415.982 (meters)    1364.77  (feet)  COMP
 DV1807  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 DV1807
 DV1807  VERT ORDER  -  SECOND    CLASS I
 DV1807
 DV1807.The horizontal coordinates were scaled from a topographic map and have
 DV1807.an estimated accuracy of +/- 6 seconds.
 DV1807
 DV1807.The orthometric height was determined by differential leveling
 DV1807.and adjusted in November 1993.
 DV1807
 DV1807.The geoid height was determined by GEOID03.
 DV1807
 DV1807.The dynamic height is computed by dividing the NAVD 88
 DV1807.geopotential number by the normal gravity value computed on the
 DV1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1807.degrees latitude (g = 980.6199 gals.).
 DV1807
 DV1807.The modeled gravity was interpolated from observed gravity values.
 DV1807
 DV1807;                    North         East    Units  Estimated Accuracy
 DV1807;SPC AZ C     -   295,980.      193,940.      MT  (+/- 180 meters Scaled)
 DV1807
 DV1807                          SUPERSEDED SURVEY CONTROL
 DV1807
 DV1807.No superseded survey control is available for this station.
 DV1807
 DV1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC956260(NAD 83)
 DV1807_MARKER: DD = SURVEY DISK
 DV1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1807_SP_SET: CONCRETE POST
 DV1807_MARK LOGO: AZ0370
 DV1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1807+STABILITY: SURFACE MOTION
 DV1807
 DV1807  HISTORY     - Date     Condition        Report By
 DV1807  HISTORY     - UNK      MONUMENTED       AZ0370
 DV1807  HISTORY     - 1984     GOOD             AZDT
 DV1807
 DV1807                          STATION DESCRIPTION
 DV1807
 DV1807'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1807'IN PHOENIX.
 DV1807'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1807'TRAVEL WEST ALONG BEARDSLY ROAD FOR 0.75 (1.2 KM) TO 31ST AVENUE AND
 DV1807'THE MARK IN THE CENTER OF THE INTERSECTION, A CITY OF PHOENIX BRASS
 DV1807'CAP SET IN CONCRETE FLUSH WITH THE PAVEMENT, 23.9 METERS (78.3 FT)
 DV1807'SOUTHEAST OF LIGHT POLE 24342 ON THE NORTHWEST CORNER, AND 33.1 METERS
 DV1807'(108.60 FT) NORTH-NORTHEAST OF X 474.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1805 ***********************************************************************
 DV1805  DESIGNATION -  T4N R2E SEC 26 NW COR
 DV1805  PID         -  DV1805
 DV1805  STATE/COUNTY-  AZ/MARICOPA
 DV1805  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1805
 DV1805                         *CURRENT SURVEY CONTROL
 DV1805  ___________________________________________________________________
 DV1805* NAD 83(1986)-  33 40 09.     (N)    112 08 05.     (W)     SCALED    
 DV1805* NAVD 88     -       411.993  (meters)    1351.68   (feet)  ADJUSTED  
 DV1805  ___________________________________________________________________
 DV1805  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV1805  DYNAMIC HT  -         411.512 (meters)    1350.10  (feet)  COMP
 DV1805  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 DV1805
 DV1805  VERT ORDER  -  SECOND    CLASS I
 DV1805
 DV1805.The horizontal coordinates were scaled from a topographic map and have
 DV1805.an estimated accuracy of +/- 6 seconds.
 DV1805
 DV1805.The orthometric height was determined by differential leveling
 DV1805.and adjusted in November 1993.
 DV1805
 DV1805.The geoid height was determined by GEOID03.
 DV1805
 DV1805.The dynamic height is computed by dividing the NAVD 88
 DV1805.geopotential number by the normal gravity value computed on the
 DV1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1805.degrees latitude (g = 980.6199 gals.).
 DV1805
 DV1805.The modeled gravity was interpolated from observed gravity values.
 DV1805
 DV1805;                    North         East    Units  Estimated Accuracy
 DV1805;SPC AZ C     -   295,980.      193,140.      MT  (+/- 180 meters Scaled)
 DV1805
 DV1805                          SUPERSEDED SURVEY CONTROL
 DV1805
 DV1805.No superseded survey control is available for this station.
 DV1805
 DV1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC948260(NAD 83)
 DV1805_MARKER: DD = SURVEY DISK
 DV1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1805_SP_SET: CONCRETE POST
 DV1805_MARK LOGO: AZ-013
 DV1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1805+STABILITY: SURFACE MOTION
 DV1805
 DV1805  HISTORY     - Date     Condition        Report By
 DV1805  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1805  HISTORY     - 1984     GOOD             AZDT
 DV1805
 DV1805                          STATION DESCRIPTION
 DV1805
 DV1805'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1805'IN PHOENIX.
 DV1805'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1805'TRAVEL WEST ALONG BEARDSLY ROAD FOR 2.01 KM (1.25 MI) TO 35TH AVENUE
 DV1805'AND THE MARK IN THE CENTER OF THE INTERSECTION, A MARICOPA COUNTY
 DV1805'BRASS CAP ON A CONCRETE POST IN A HANDHOLE, 23.92 METERS (78.5 FT)
 DV1805'NORTHWEST OF Y 474, AND 24.5 METERS (80.4 FT) NORTHEAST OF COMBINATION
 DV1805'POWER AND TELEPHONE POLE MTP4191 ON THE SOUTHWEST CORNER OF THE
 DV1805'INTERSECTION.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1804 ***********************************************************************
 DV1804  DESIGNATION -  T4N R2E SEC 27 1/4 COR NORTH
 DV1804  PID         -  DV1804
 DV1804  STATE/COUNTY-  AZ/MARICOPA
 DV1804  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1804
 DV1804                         *CURRENT SURVEY CONTROL
 DV1804  ___________________________________________________________________
 DV1804* NAD 83(1986)-  33 40 09.     (N)    112 08 36.     (W)     SCALED    
 DV1804* NAVD 88     -       407.692  (meters)    1337.57   (feet)  ADJUSTED  
 DV1804  ___________________________________________________________________
 DV1804  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DV1804  DYNAMIC HT  -         407.217 (meters)    1336.01  (feet)  COMP
 DV1804  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 DV1804
 DV1804  VERT ORDER  -  SECOND    CLASS I
 DV1804
 DV1804.The horizontal coordinates were scaled from a topographic map and have
 DV1804.an estimated accuracy of +/- 6 seconds.
 DV1804
 DV1804.The orthometric height was determined by differential leveling
 DV1804.and adjusted in November 1993.
 DV1804
 DV1804.The geoid height was determined by GEOID03.
 DV1804
 DV1804.The dynamic height is computed by dividing the NAVD 88
 DV1804.geopotential number by the normal gravity value computed on the
 DV1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1804.degrees latitude (g = 980.6199 gals.).
 DV1804
 DV1804.The modeled gravity was interpolated from observed gravity values.
 DV1804
 DV1804;                    North         East    Units  Estimated Accuracy
 DV1804;SPC AZ C     -   295,990.      192,340.      MT  (+/- 180 meters Scaled)
 DV1804
 DV1804                          SUPERSEDED SURVEY CONTROL
 DV1804
 DV1804.No superseded survey control is available for this station.
 DV1804
 DV1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940260(NAD 83)
 DV1804_MARKER: DD = SURVEY DISK
 DV1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1804_SP_SET: CONCRETE POST
 DV1804_MARK LOGO: AZ-013
 DV1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1804+STABILITY: SURFACE MOTION
 DV1804
 DV1804  HISTORY     - Date     Condition        Report By
 DV1804  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1804  HISTORY     - 1984     GOOD             AZDT
 DV1804  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1804
 DV1804                          STATION DESCRIPTION
 DV1804
 DV1804'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1804'IN PHOENIX.
 DV1804'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1804'TRAVEL WEST ALONG BEARDSLY ROAD FOR 2.82 KM (1.75 MI) TO THE MARK ON
 DV1804'CENTERLINE, A MARICOPA COUNTY BRASS CAP IN A HANDHOLE, 12.19 METERS
 DV1804'(40.0 FT) NORTH OF A 4-WIRE FENCE CORNER ON THE SOUTH RIGHT-OF-WAY,
 DV1804'39.5 METERS (129.7 FT) EAST-NORTHEAST OF POWER POLE ON SOUTH
 DV1804'RIGHT-OF-WAY, 21.03 METERS (69.0 FT) WEST OF WESTERNMOST CITY OF
 DV1804'PHOENIX WATER MANHOLE COVER.  NOTE--THE MARK IS NOT STAMPED.
 DV1804
 DV1804                          STATION RECOVERY (2004)
 DV1804
 DV1804'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1804'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1802 ***********************************************************************
 DV1802  DESIGNATION -  T4N R2E SEC 28 1/4 COR NORTH
 DV1802  PID         -  DV1802
 DV1802  STATE/COUNTY-  AZ/MARICOPA
 DV1802  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1802
 DV1802                         *CURRENT SURVEY CONTROL
 DV1802  ___________________________________________________________________
 DV1802* NAD 83(1986)-  33 40 08.     (N)    112 09 39.     (W)     SCALED    
 DV1802* NAVD 88     -       401.600  (meters)    1317.58   (feet)  ADJUSTED  
 DV1802  ___________________________________________________________________
 DV1802  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DV1802  DYNAMIC HT  -         401.134 (meters)    1316.05  (feet)  COMP
 DV1802  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 DV1802
 DV1802  VERT ORDER  -  SECOND    CLASS I
 DV1802
 DV1802.The horizontal coordinates were scaled from a topographic map and have
 DV1802.an estimated accuracy of +/- 6 seconds.
 DV1802
 DV1802.The orthometric height was determined by differential leveling
 DV1802.and adjusted in November 1993.
 DV1802
 DV1802.The geoid height was determined by GEOID03.
 DV1802
 DV1802.The dynamic height is computed by dividing the NAVD 88
 DV1802.geopotential number by the normal gravity value computed on the
 DV1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1802.degrees latitude (g = 980.6199 gals.).
 DV1802
 DV1802.The modeled gravity was interpolated from observed gravity values.
 DV1802
 DV1802;                    North         East    Units  Estimated Accuracy
 DV1802;SPC AZ C     -   295,960.      190,720.      MT  (+/- 180 meters Scaled)
 DV1802
 DV1802                          SUPERSEDED SURVEY CONTROL
 DV1802
 DV1802.No superseded survey control is available for this station.
 DV1802
 DV1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC923260(NAD 83)
 DV1802_MARKER: DD = SURVEY DISK
 DV1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1802_SP_SET: CONCRETE POST
 DV1802_MARK LOGO: AZ-013
 DV1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1802+STABILITY: SURFACE MOTION
 DV1802
 DV1802  HISTORY     - Date     Condition        Report By
 DV1802  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1802  HISTORY     - 1984     GOOD             AZDT
 DV1802
 DV1802                          STATION DESCRIPTION
 DV1802
 DV1802'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1802'IN PHOENIX.
 DV1802'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1802'TRAVEL WEST ALONG BEARDSLY ROAD FOR 4.42 KM (2.75 MI) TO THE MARK ON
 DV1802'CENTERLINE, 19.2 METERS (63.0 FT) NORTHWEST OF POWER POLE ON SOUTH
 DV1802'RIGHT-OF-WAY, 27.13 METERS (89.0 FT) SOUTHWEST OF FIRE HYDRANT ON THE
 DV1802'NORTHEAST CORNER, AND A MARICOPA COUNTY BRASS CAP IN HANDHOLE.
 DV1802'NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1801 ***********************************************************************
 DV1801  DESIGNATION -  T4N R2E SEC 28 NW COR
 DV1801  PID         -  DV1801
 DV1801  STATE/COUNTY-  AZ/MARICOPA
 DV1801  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1801
 DV1801                         *CURRENT SURVEY CONTROL
 DV1801  ___________________________________________________________________
 DV1801* NAD 83(1986)-  33 40 08.     (N)    112 10 10.     (W)     SCALED    
 DV1801* NAVD 88     -       397.827  (meters)    1305.20   (feet)  ADJUSTED  
 DV1801  ___________________________________________________________________
 DV1801  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV1801  DYNAMIC HT  -         397.366 (meters)    1303.69  (feet)  COMP
 DV1801  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 DV1801
 DV1801  VERT ORDER  -  SECOND    CLASS I
 DV1801
 DV1801.The horizontal coordinates were scaled from a topographic map and have
 DV1801.an estimated accuracy of +/- 6 seconds.
 DV1801
 DV1801.The orthometric height was determined by differential leveling
 DV1801.and adjusted in November 1993.
 DV1801
 DV1801.The geoid height was determined by GEOID03.
 DV1801
 DV1801.The dynamic height is computed by dividing the NAVD 88
 DV1801.geopotential number by the normal gravity value computed on the
 DV1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1801.degrees latitude (g = 980.6199 gals.).
 DV1801
 DV1801.The modeled gravity was interpolated from observed gravity values.
 DV1801
 DV1801;                    North         East    Units  Estimated Accuracy
 DV1801;SPC AZ C     -   295,960.      189,920.      MT  (+/- 180 meters Scaled)
 DV1801
 DV1801                          SUPERSEDED SURVEY CONTROL
 DV1801
 DV1801.No superseded survey control is available for this station.
 DV1801
 DV1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC915260(NAD 83)
 DV1801_MARKER: DD = SURVEY DISK
 DV1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1801_SP_SET: CONCRETE POST
 DV1801_MARK LOGO: AZ-013
 DV1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1801+STABILITY: SURFACE MOTION
 DV1801
 DV1801  HISTORY     - Date     Condition        Report By
 DV1801  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1801  HISTORY     - 1984     GOOD             AZDT
 DV1801
 DV1801                          STATION DESCRIPTION
 DV1801
 DV1801'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1801'IN PHOENIX.
 DV1801'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1801'TRAVEL WEST ALONG BEARDSLY ROAD FOR 5.23 KM (3.25 MI) TO THE MARK ON
 DV1801'CENTERLINE OF BEARDSLY ROAD, 14.6 METERS (47.9 FT) NORTHEAST OF POWER
 DV1801'POLE 5101 ON SOUTH RIGHT-OF-WAY, 15.48 METERS NORTHWEST OF CITY OF
 DV1801'PHOENIX SIGN POST ON THE SOUTH EDGE OF PAVEMENT, AND A MARICOPA COUNTY
 DV1801'BRASS CAP IN HAND HOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1800 ***********************************************************************
 DV1800  DESIGNATION -  T4N R2E SEC 29 1/4 COR NORTH
 DV1800  PID         -  DV1800
 DV1800  STATE/COUNTY-  AZ/MARICOPA
 DV1800  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1800
 DV1800                         *CURRENT SURVEY CONTROL
 DV1800  ___________________________________________________________________
 DV1800* NAD 83(1986)-  33 40 07.     (N)    112 10 42.     (W)     SCALED    
 DV1800* NAVD 88     -       394.144  (meters)    1293.12   (feet)  ADJUSTED  
 DV1800  ___________________________________________________________________
 DV1800  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DV1800  DYNAMIC HT  -         393.688 (meters)    1291.62  (feet)  COMP
 DV1800  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DV1800
 DV1800  VERT ORDER  -  SECOND    CLASS I
 DV1800
 DV1800.The horizontal coordinates were scaled from a topographic map and have
 DV1800.an estimated accuracy of +/- 6 seconds.
 DV1800
 DV1800.The orthometric height was determined by differential leveling
 DV1800.and adjusted in November 1993.
 DV1800
 DV1800.The geoid height was determined by GEOID03.
 DV1800
 DV1800.The dynamic height is computed by dividing the NAVD 88
 DV1800.geopotential number by the normal gravity value computed on the
 DV1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1800.degrees latitude (g = 980.6199 gals.).
 DV1800
 DV1800.The modeled gravity was interpolated from observed gravity values.
 DV1800
 DV1800;                    North         East    Units  Estimated Accuracy
 DV1800;SPC AZ C     -   295,930.      189,100.      MT  (+/- 180 meters Scaled)
 DV1800
 DV1800                          SUPERSEDED SURVEY CONTROL
 DV1800
 DV1800.No superseded survey control is available for this station.
 DV1800
 DV1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC907260(NAD 83)
 DV1800_MARKER: Z = SEE DESCRIPTION
 DV1800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1800_SP_SET: 2-INCH PIPE
 DV1800_MARK LOGO: AZ-013
 DV1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1800
 DV1800  HISTORY     - Date     Condition        Report By
 DV1800  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1800  HISTORY     - 1984     GOOD             AZDT
 DV1800
 DV1800                          STATION DESCRIPTION
 DV1800
 DV1800'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1800'IN PHOENIX.
 DV1800'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1800'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.04 KM (3.75 MI) TO THE MARK IN
 DV1800'THE CENTERLINE OF BEARDSLY ROAD, 16.7 METERS (54.9 FT) NORTHWEST OF
 DV1800'POWER POLE PS108996 ON THE SOUTHEAST CORNER, 12.1 METERS (39.7 FT)
 DV1800'SOUTH OF NORTH RIGHT-OF-WAY FENCE, AND A 2-INCH IRON PIPE IN HANDHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1798 ***********************************************************************
 DV1798  DESIGNATION -  T4N R2E SEC 29 NW COR
 DV1798  PID         -  DV1798
 DV1798  STATE/COUNTY-  AZ/MARICOPA
 DV1798  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1798
 DV1798                         *CURRENT SURVEY CONTROL
 DV1798  ___________________________________________________________________
 DV1798* NAD 83(1986)-  33 40 08.     (N)    112 11 12.     (W)     SCALED    
 DV1798* NAVD 88     -       388.919  (meters)    1275.98   (feet)  ADJUSTED  
 DV1798  ___________________________________________________________________
 DV1798  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV1798  DYNAMIC HT  -         388.471 (meters)    1274.51  (feet)  COMP
 DV1798  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 DV1798
 DV1798  VERT ORDER  -  SECOND    CLASS I
 DV1798
 DV1798.The horizontal coordinates were scaled from a topographic map and have
 DV1798.an estimated accuracy of +/- 6 seconds.
 DV1798
 DV1798.The orthometric height was determined by differential leveling
 DV1798.and adjusted in November 1993.
 DV1798
 DV1798.The geoid height was determined by GEOID03.
 DV1798
 DV1798.The dynamic height is computed by dividing the NAVD 88
 DV1798.geopotential number by the normal gravity value computed on the
 DV1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1798.degrees latitude (g = 980.6199 gals.).
 DV1798
 DV1798.The modeled gravity was interpolated from observed gravity values.
 DV1798
 DV1798;                    North         East    Units  Estimated Accuracy
 DV1798;SPC AZ C     -   295,960.      188,320.      MT  (+/- 180 meters Scaled)
 DV1798
 DV1798                          SUPERSEDED SURVEY CONTROL
 DV1798
 DV1798.No superseded survey control is available for this station.
 DV1798
 DV1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899260(NAD 83)
 DV1798_MARKER: DD = SURVEY DISK
 DV1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1798_SP_SET: CONCRETE POST
 DV1798_MARK LOGO: AZ-013
 DV1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1798+STABILITY: SURFACE MOTION
 DV1798
 DV1798  HISTORY     - Date     Condition        Report By
 DV1798  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1798  HISTORY     - 1984     GOOD             AZDT
 DV1798  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1798
 DV1798                          STATION DESCRIPTION
 DV1798
 DV1798'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1798'IN PHOENIX.
 DV1798'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1798'TRAVEL WEST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO 59TH AVENUE
 DV1798'AND THE MARK IN THE INTERSECTION, 11.89 METERS (39.0 FT) SOUTHWEST OF
 DV1798'POWER POLE PS16027 ON THE NORTHEAST CORNER, 26.73 METERS (87.70 FT)
 DV1798'WEST-NORTHWEST OF POWER POLE PS108988 ON THE SOUTHEAST CORNER, AND A
 DV1798'MARICOPA COUNTY BRASS CAP IN HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1798
 DV1798                          STATION RECOVERY (2002)
 DV1798
 DV1798'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1793 ***********************************************************************
 DV1793  DESIGNATION -  T4N R2E SEC 30 NW COR
 DV1793  PID         -  DV1793
 DV1793  STATE/COUNTY-  AZ/MARICOPA
 DV1793  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1793
 DV1793                         *CURRENT SURVEY CONTROL
 DV1793  ___________________________________________________________________
 DV1793* NAD 83(1986)-  33 40 05.     (N)    112 12 11.     (W)     SCALED    
 DV1793* NAVD 88     -       382.985  (meters)    1256.51   (feet)  ADJUSTED  
 DV1793  ___________________________________________________________________
 DV1793  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV1793  DYNAMIC HT  -         382.543 (meters)    1255.06  (feet)  COMP
 DV1793  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 DV1793
 DV1793  VERT ORDER  -  SECOND    CLASS I
 DV1793
 DV1793.The horizontal coordinates were scaled from a topographic map and have
 DV1793.an estimated accuracy of +/- 6 seconds.
 DV1793
 DV1793.The orthometric height was determined by differential leveling
 DV1793.and adjusted in November 1993.
 DV1793
 DV1793.The geoid height was determined by GEOID03.
 DV1793
 DV1793.The dynamic height is computed by dividing the NAVD 88
 DV1793.geopotential number by the normal gravity value computed on the
 DV1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1793.degrees latitude (g = 980.6199 gals.).
 DV1793
 DV1793.The modeled gravity was interpolated from observed gravity values.
 DV1793
 DV1793;                    North         East    Units  Estimated Accuracy
 DV1793;SPC AZ C     -   295,880.      186,800.      MT  (+/- 180 meters Scaled)
 DV1793
 DV1793                          SUPERSEDED SURVEY CONTROL
 DV1793
 DV1793.No superseded survey control is available for this station.
 DV1793
 DV1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884260(NAD 83)
 DV1793_MARKER: DD = SURVEY DISK
 DV1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1793_SP_SET: CONCRETE POST
 DV1793_MARK LOGO: AZ-013
 DV1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1793+STABILITY: SURFACE MOTION
 DV1793
 DV1793  HISTORY     - Date     Condition        Report By
 DV1793  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1793  HISTORY     - 1984     GOOD             AZDT
 DV1793  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1793
 DV1793                          STATION DESCRIPTION
 DV1793
 DV1793'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1793'IN PHOENIX.
 DV1793'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1793'TRAVEL WEST ALONG BEARDSLY ROAD FOR 8.45 KM (5.25 MI) TO 67TH AVENUE
 DV1793'AND THE MARK IN THE INTERSECTION, 1.36 METERS (4.45 FT) WEST OF 67TH
 DV1793'AVENUE CENTERLINE, 11.96 METERS (39.25 FT) SOUTHEAST OF POWER POLE
 DV1793'PS102321, 16.28 MT (53.4 FT) NORTHWEST OF NORTHWEST CORNER OF A FENCE
 DV1793'AROUND POWER TRANSFORMERS WITH F 365 AT THE SOUTHEAST CORNER.
 DV1793'6.58 METERS (21.6 FT) EAST OF CONCRETE STAND PIPE, AND A MARICOPA
 DV1793'COUNTY BRASS CAP IN CONCRETE IN A HOLE IN THE ASPHALT.  NOTE--THE MARK
 DV1793'IS NOT STAMPED.
 DV1793
 DV1793                          STATION RECOVERY (2002)
 DV1793
 DV1793'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1793'BEARDSLY HAS BECOME A NORTH AND SOUTH FRONTAGE ROAD TO NEWLY
 DV1793'CONSTRUCTED SR 101
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1786 ***********************************************************************
 DV1786  DESIGNATION -  T4N R2E SEC 31 1/4 COR WEST
 DV1786  PID         -  DV1786
 DV1786  STATE/COUNTY-  AZ/MARICOPA
 DV1786  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1786
 DV1786                         *CURRENT SURVEY CONTROL
 DV1786  ___________________________________________________________________
 DV1786* NAD 83(1986)-  33 38 42.     (N)    112 12 11.     (W)     SCALED    
 DV1786* NAVD 88     -       377.178  (meters)    1237.46   (feet)  ADJUSTED  
 DV1786  ___________________________________________________________________
 DV1786  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV1786  DYNAMIC HT  -         376.743 (meters)    1236.03  (feet)  COMP
 DV1786  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 DV1786
 DV1786  VERT ORDER  -  SECOND    CLASS I
 DV1786
 DV1786.The horizontal coordinates were scaled from a topographic map and have
 DV1786.an estimated accuracy of +/- 6 seconds.
 DV1786
 DV1786.The orthometric height was determined by differential leveling
 DV1786.and adjusted in November 1993.
 DV1786
 DV1786.The geoid height was determined by GEOID03.
 DV1786
 DV1786.The dynamic height is computed by dividing the NAVD 88
 DV1786.geopotential number by the normal gravity value computed on the
 DV1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1786.degrees latitude (g = 980.6199 gals.).
 DV1786
 DV1786.The modeled gravity was interpolated from observed gravity values.
 DV1786
 DV1786;                    North         East    Units  Estimated Accuracy
 DV1786;SPC AZ C     -   293,320.      186,800.      MT  (+/- 180 meters Scaled)
 DV1786
 DV1786                          SUPERSEDED SURVEY CONTROL
 DV1786
 DV1786.No superseded survey control is available for this station.
 DV1786
 DV1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884234(NAD 83)
 DV1786_MARKER: DD = SURVEY DISK
 DV1786_SETTING: 0 = UNSPECIFIED SETTING
 DV1786_SP_SET: CONCRETE
 DV1786_MARK LOGO: AZ-013
 DV1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1786
 DV1786  HISTORY     - Date     Condition        Report By
 DV1786  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1786  HISTORY     - 1983     GOOD             AZDT
 DV1786  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 DV1786
 DV1786                          STATION DESCRIPTION
 DV1786
 DV1786'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1786'10.46 KM (6.5 MI) NORTH FROM PEORIA.
 DV1786'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1786'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1786'AVENUE, THENCE 0.80 KM (0.5 MI) NORTH ALONG 67TH AVENUE TO THE MARK,
 DV1786'14.0 FT (4.28 METERS) WEST OF CENTERLINE OF 67TH AVENUE, 9.0 FT
 DV1786'(2.74 METERS) SOUTH OF EXTENDED CENTERLINE OF GROVERS AVENUE, A
 DV1786'STANDARD MARICOPA COUNTY BRASS CAP SET IN CONCRETE IN A HANDHOLE WITH
 DV1786'A NAIL IN CENTER OF CAP.  NOTE--THE MARK IS NOT STAMPED.
 DV1786
 DV1786                          STATION RECOVERY (2002)
 DV1786
 DV1786'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1786'NEWLY CONSTRUCTED HOUSING DEVELOPMENT AND NEW SIDEWALKS IN 1994-95
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1788 ***********************************************************************
 DV1788  DESIGNATION -  T4N R2E SEC 31 NW COR
 DV1788  PID         -  DV1788
 DV1788  STATE/COUNTY-  AZ/MARICOPA
 DV1788  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1788
 DV1788                         *CURRENT SURVEY CONTROL
 DV1788  ___________________________________________________________________
 DV1788* NAD 83(1986)-  33 39 11.     (N)    112 12 12.     (W)     SCALED    
 DV1788* NAVD 88     -       380.227  (meters)    1247.46   (feet)  ADJUSTED  
 DV1788  ___________________________________________________________________
 DV1788  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV1788  DYNAMIC HT  -         379.788 (meters)    1246.02  (feet)  COMP
 DV1788  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DV1788
 DV1788  VERT ORDER  -  SECOND    CLASS I
 DV1788
 DV1788.The horizontal coordinates were scaled from a topographic map and have
 DV1788.an estimated accuracy of +/- 6 seconds.
 DV1788
 DV1788.The orthometric height was determined by differential leveling
 DV1788.and adjusted in November 1993.
 DV1788
 DV1788.The geoid height was determined by GEOID03.
 DV1788
 DV1788.The dynamic height is computed by dividing the NAVD 88
 DV1788.geopotential number by the normal gravity value computed on the
 DV1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1788.degrees latitude (g = 980.6199 gals.).
 DV1788
 DV1788.The modeled gravity was interpolated from observed gravity values.
 DV1788
 DV1788;                    North         East    Units  Estimated Accuracy
 DV1788;SPC AZ C     -   294,210.      186,770.      MT  (+/- 180 meters Scaled)
 DV1788
 DV1788                          SUPERSEDED SURVEY CONTROL
 DV1788
 DV1788.No superseded survey control is available for this station.
 DV1788
 DV1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884243(NAD 83)
 DV1788_MARKER: DD = SURVEY DISK
 DV1788_SETTING: 0 = UNSPECIFIED SETTING
 DV1788_SP_SET: CONCRETE HANDHOLE
 DV1788_MARK LOGO: AZ-013
 DV1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1788+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV1788
 DV1788  HISTORY     - Date     Condition        Report By
 DV1788  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1788  HISTORY     - 1983     GOOD             AZDT
 DV1788  HISTORY     - 20020330 GOOD             USPSQD
 DV1788  HISTORY     - 20060325 GOOD             USPSQD
 DV1788
 DV1788                          STATION DESCRIPTION
 DV1788
 DV1788'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983
 DV1788'12.88 KM (8.0 MI) NORTH FROM PEORIA.
 DV1788'6.44 KM (4.0 MI) NORTH ALONG 83RD AVENUE FROM THE JUNCTION OF PEORIA
 DV1788'AVENUE IN PEORIA, THENCE 3.22 KM (2.0 MI) EAST ALONG BELL ROAD TO 67TH
 DV1788'AVENUE, THENCE 3.22 KM (2.0 MI) NORTH ALONG 67TH AVENUE TO UNION HILLS
 DV1788'DRIVE, AT THE INTERSECTION, 1.5 FT (0.46 METERS) NORTH OF CENTERLINE
 DV1788'OF UNION HILLS DRIVE, 13.0 FT (3.96 METERS) WEST OF CENTERLINE OF 67TH
 DV1788'AVENUE, A A STANDARD MARICOPA COUNTY BRASS CAP IN CONCRETE IN A
 DV1788'HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
 DV1788
 DV1788                          STATION RECOVERY (2002)
 DV1788
 DV1788'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1788'RECOVERED IN GOOD CONDITION.
 DV1788
 DV1788                          STATION RECOVERY (2006)
 DV1788
 DV1788'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1829 ***********************************************************************
 DV1829  DESIGNATION -  T4N R3E SEC 26 1/4 COR NORTH
 DV1829  PID         -  DV1829
 DV1829  STATE/COUNTY-  AZ/MARICOPA
 DV1829  USGS QUAD   -  UNION HILLS (1981)
 DV1829
 DV1829                         *CURRENT SURVEY CONTROL
 DV1829  ___________________________________________________________________
 DV1829* NAD 83(1986)-  33 40 10.     (N)    112 01 21.     (W)     SCALED    
 DV1829* NAVD 88     -       457.640  (meters)    1501.44   (feet)  ADJUSTED  
 DV1829  ___________________________________________________________________
 DV1829  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DV1829  DYNAMIC HT  -         457.104 (meters)    1499.68  (feet)  COMP
 DV1829  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 DV1829
 DV1829  VERT ORDER  -  SECOND    CLASS I
 DV1829
 DV1829.The horizontal coordinates were scaled from a topographic map and have
 DV1829.an estimated accuracy of +/- 6 seconds.
 DV1829
 DV1829.The orthometric height was determined by differential leveling
 DV1829.and adjusted in November 1993.
 DV1829
 DV1829.The geoid height was determined by GEOID03.
 DV1829
 DV1829.The dynamic height is computed by dividing the NAVD 88
 DV1829.geopotential number by the normal gravity value computed on the
 DV1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1829.degrees latitude (g = 980.6199 gals.).
 DV1829
 DV1829.The modeled gravity was interpolated from observed gravity values.
 DV1829
 DV1829;                    North         East    Units  Estimated Accuracy
 DV1829;SPC AZ C     -   296,000.      203,550.      MT  (+/- 180 meters Scaled)
 DV1829
 DV1829                          SUPERSEDED SURVEY CONTROL
 DV1829
 DV1829.No superseded survey control is available for this station.
 DV1829
 DV1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC052259(NAD 83)
 DV1829_MARKER: DD = SURVEY DISK
 DV1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1829_SP_SET: CONCRETE POST
 DV1829_MARK LOGO: AZ-013
 DV1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1829+STABILITY: SURFACE MOTION
 DV1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1829+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DV1829
 DV1829  HISTORY     - Date     Condition        Report By
 DV1829  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1829  HISTORY     - 1984     GOOD             AZDT
 DV1829  HISTORY     - 20070822 GOOD             GEOCAC
 DV1829
 DV1829                          STATION DESCRIPTION
 DV1829
 DV1829'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1829'IN PHOENIX.
 DV1829'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1829'TRAVEL EAST ALONG BEARDSLY ROAD FOR 8.45 KM (5.25 MI) TO 28TH STREET,
 DV1829'CONTINUE EAST FOR 74.65 METERS (244.9 FT) AND THE MARK ON THE LEFT,
 DV1829'5.18 METERS (17.0 FT) NORTH OF BEARDSLY CENTERLINE, 21.03 METERS
 DV1829'(69.0 FT) NORTH OF POWER POLE ON SOUTH SIDE OF STREET, AND A MARICOPA
 DV1829'COUNTY BRASS CAP FLUSH WITH GROUND.  NOTE--THE MARK IS NOT STAMPED.
 DV1829
 DV1829                          STATION RECOVERY (2007)
 DV1829
 DV1829'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1827 ***********************************************************************
 DV1827  DESIGNATION -  T4N R3E SEC 27 1/4 COR NORTH
 DV1827  PID         -  DV1827
 DV1827  STATE/COUNTY-  AZ/MARICOPA
 DV1827  USGS QUAD   -  UNION HILLS (1981)
 DV1827
 DV1827                         *CURRENT SURVEY CONTROL
 DV1827  ___________________________________________________________________
 DV1827* NAD 83(1986)-  33 40 10.     (N)    112 02 23.     (W)     SCALED    
 DV1827* NAVD 88     -       473.961  (meters)    1554.99   (feet)  ADJUSTED  
 DV1827  ___________________________________________________________________
 DV1827  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV1827  DYNAMIC HT  -         473.409 (meters)    1553.18  (feet)  COMP
 DV1827  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 DV1827
 DV1827  VERT ORDER  -  SECOND    CLASS I
 DV1827
 DV1827.The horizontal coordinates were scaled from a topographic map and have
 DV1827.an estimated accuracy of +/- 6 seconds.
 DV1827
 DV1827.The orthometric height was determined by differential leveling
 DV1827.and adjusted in November 1993.
 DV1827
 DV1827.The geoid height was determined by GEOID03.
 DV1827
 DV1827.The dynamic height is computed by dividing the NAVD 88
 DV1827.geopotential number by the normal gravity value computed on the
 DV1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1827.degrees latitude (g = 980.6199 gals.).
 DV1827
 DV1827.The modeled gravity was interpolated from observed gravity values.
 DV1827
 DV1827;                    North         East    Units  Estimated Accuracy
 DV1827;SPC AZ C     -   296,000.      201,950.      MT  (+/- 180 meters Scaled)
 DV1827
 DV1827                          SUPERSEDED SURVEY CONTROL
 DV1827
 DV1827.No superseded survey control is available for this station.
 DV1827
 DV1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC036259(NAD 83)
 DV1827_MARKER: DD = SURVEY DISK
 DV1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1827_SP_SET: CONCRETE POST
 DV1827_MARK LOGO: AZ-013
 DV1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1827+STABILITY: SURFACE MOTION
 DV1827
 DV1827  HISTORY     - Date     Condition        Report By
 DV1827  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1827  HISTORY     - 1984     GOOD             AZDT
 DV1827
 DV1827                          STATION DESCRIPTION
 DV1827
 DV1827'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1827'IN PHOENIX.
 DV1827'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1827'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.84 KM (4.25 MI) TO THE MARK,
 DV1827'1.113 METERS (3.65 FT) NORTH OF THE CENTERLINE AND IN FRONT OF
 DV1827'ENTRANCE TO SUNRISE GRANITE COMPANY, 16.0 METERS (52.5 FT) NORTHEAST
 DV1827'OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND A MARICOPA COUNTY
 DV1827'BRASS CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1823 ***********************************************************************
 DV1823  DESIGNATION -  T4N R3E SEC 27 NW COR
 DV1823  PID         -  DV1823
 DV1823  STATE/COUNTY-  AZ/MARICOPA
 DV1823  USGS QUAD   -  UNION HILLS (1981)
 DV1823
 DV1823                         *CURRENT SURVEY CONTROL
 DV1823  ___________________________________________________________________
 DV1823* NAD 83(1986)-  33 40 09.     (N)    112 02 55.     (W)     SCALED    
 DV1823* NAVD 88     -       459.983  (meters)    1509.13   (feet)  ADJUSTED  
 DV1823  ___________________________________________________________________
 DV1823  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DV1823  DYNAMIC HT  -         459.447 (meters)    1507.37  (feet)  COMP
 DV1823  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV1823
 DV1823  VERT ORDER  -  SECOND    CLASS I
 DV1823
 DV1823.The horizontal coordinates were scaled from a topographic map and have
 DV1823.an estimated accuracy of +/- 6 seconds.
 DV1823
 DV1823.The orthometric height was determined by differential leveling
 DV1823.and adjusted in November 1993.
 DV1823
 DV1823.The geoid height was determined by GEOID03.
 DV1823
 DV1823.The dynamic height is computed by dividing the NAVD 88
 DV1823.geopotential number by the normal gravity value computed on the
 DV1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1823.degrees latitude (g = 980.6199 gals.).
 DV1823
 DV1823.The modeled gravity was interpolated from observed gravity values.
 DV1823
 DV1823;                    North         East    Units  Estimated Accuracy
 DV1823;SPC AZ C     -   295,970.      201,130.      MT  (+/- 180 meters Scaled)
 DV1823
 DV1823                          SUPERSEDED SURVEY CONTROL
 DV1823
 DV1823.No superseded survey control is available for this station.
 DV1823
 DV1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC027259(NAD 83)
 DV1823_MARKER: DD = SURVEY DISK
 DV1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1823_SP_SET: CONCRETE POST
 DV1823_MARK LOGO: AZ-013
 DV1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1823+STABILITY: SURFACE MOTION
 DV1823
 DV1823  HISTORY     - Date     Condition        Report By
 DV1823  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1823  HISTORY     - 1984     GOOD             AZDT
 DV1823
 DV1823                          STATION DESCRIPTION
 DV1823
 DV1823'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1823'IN PHOENIX.
 DV1823'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1823'TRAVEL EAST ALONG BEARDSLY ROAD FOR 6.04 KM (3.75 MI) TO 20TH STREET
 DV1823'AND THE MARK IN THE INTERSECTION, 19.42 METERS (63.7 FT) NORTHWEST OF
 DV1823'POWER POLE 25 IN THE SOUTHEAST CORNER OF THE INTERSECTION, 9.42 METERS
 DV1823'(30.9 FT) NORTH OF A POWER POLE SOUTH OF BEARDSLY, AND A MARICOPA
 DV1823'COUNTY BRASS CAP IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1822 ***********************************************************************
 DV1822  DESIGNATION -  T4N R3E SEC 28 1/4 COR NORTH
 DV1822  PID         -  DV1822
 DV1822  STATE/COUNTY-  AZ/MARICOPA
 DV1822  USGS QUAD   -  UNION HILLS (1981)
 DV1822
 DV1822                         *CURRENT SURVEY CONTROL
 DV1822  ___________________________________________________________________
 DV1822* NAD 83(1986)-  33 40 09.     (N)    112 03 26.     (W)     SCALED    
 DV1822* NAVD 88     -       444.462  (meters)    1458.21   (feet)  ADJUSTED  
 DV1822  ___________________________________________________________________
 DV1822  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DV1822  DYNAMIC HT  -         443.945 (meters)    1456.51  (feet)  COMP
 DV1822  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 DV1822
 DV1822  VERT ORDER  -  SECOND    CLASS I
 DV1822
 DV1822.The horizontal coordinates were scaled from a topographic map and have
 DV1822.an estimated accuracy of +/- 6 seconds.
 DV1822
 DV1822.The orthometric height was determined by differential leveling
 DV1822.and adjusted in November 1993.
 DV1822
 DV1822.The geoid height was determined by GEOID03.
 DV1822
 DV1822.The dynamic height is computed by dividing the NAVD 88
 DV1822.geopotential number by the normal gravity value computed on the
 DV1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1822.degrees latitude (g = 980.6199 gals.).
 DV1822
 DV1822.The modeled gravity was interpolated from observed gravity values.
 DV1822
 DV1822;                    North         East    Units  Estimated Accuracy
 DV1822;SPC AZ C     -   295,970.      200,330.      MT  (+/- 180 meters Scaled)
 DV1822
 DV1822                          SUPERSEDED SURVEY CONTROL
 DV1822
 DV1822.No superseded survey control is available for this station.
 DV1822
 DV1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC019259(NAD 83)
 DV1822_MARKER: DD = SURVEY DISK
 DV1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1822_SP_SET: CONCRETE POST
 DV1822_MARK LOGO: AZ-013
 DV1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1822+STABILITY: SURFACE MOTION
 DV1822
 DV1822  HISTORY     - Date     Condition        Report By
 DV1822  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1822  HISTORY     - 1984     GOOD             AZDT
 DV1822
 DV1822                          STATION DESCRIPTION
 DV1822
 DV1822'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1822'IN PHOENIX.
 DV1822'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1822'TRAVEL EAST ALONG BEARDSLY ROAD FOR 5.233 KM (3.25 MI) TO THE MARK,
 DV1822'10.03 METERS (32.9 FT) SOUTH OF THE EAST END OF A CONCRETE HEADWALL ON
 DV1822'THE NORTH SIDE OF ROAD, 14.63 METERS (48.0 FT) NORTHWEST OF A POWER
 DV1822'POLE ON THE SOUTHEAST CORNER, AND A MARICOPA COUNTY BRASS CAP IN A
 DV1822'HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1821 ***********************************************************************
 DV1821  DESIGNATION -  T4N R3E SEC 28 NW COR
 DV1821  PID         -  DV1821
 DV1821  STATE/COUNTY-  AZ/MARICOPA
 DV1821  USGS QUAD   -  UNION HILLS (1981)
 DV1821
 DV1821                         *CURRENT SURVEY CONTROL
 DV1821  ___________________________________________________________________
 DV1821* NAD 83(1986)-  33 40 09.     (N)    112 03 57.     (W)     SCALED    
 DV1821* NAVD 88     -       439.032  (meters)    1440.39   (feet)  ADJUSTED  
 DV1821  ___________________________________________________________________
 DV1821  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DV1821  DYNAMIC HT  -         438.521 (meters)    1438.71  (feet)  COMP
 DV1821  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 DV1821
 DV1821  VERT ORDER  -  SECOND    CLASS I
 DV1821
 DV1821.The horizontal coordinates were scaled from a topographic map and have
 DV1821.an estimated accuracy of +/- 6 seconds.
 DV1821
 DV1821.The orthometric height was determined by differential leveling
 DV1821.and adjusted in November 1993.
 DV1821
 DV1821.The geoid height was determined by GEOID03.
 DV1821
 DV1821.The dynamic height is computed by dividing the NAVD 88
 DV1821.geopotential number by the normal gravity value computed on the
 DV1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1821.degrees latitude (g = 980.6199 gals.).
 DV1821
 DV1821.The modeled gravity was interpolated from observed gravity values.
 DV1821
 DV1821;                    North         East    Units  Estimated Accuracy
 DV1821;SPC AZ C     -   295,970.      199,530.      MT  (+/- 180 meters Scaled)
 DV1821
 DV1821                          SUPERSEDED SURVEY CONTROL
 DV1821
 DV1821.No superseded survey control is available for this station.
 DV1821
 DV1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC011259(NAD 83)
 DV1821_MARKER: DD = SURVEY DISK
 DV1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1821_SP_SET: CONCRETE POST
 DV1821_MARK LOGO: AZ-013
 DV1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1821+STABILITY: SURFACE MOTION
 DV1821
 DV1821  HISTORY     - Date     Condition        Report By
 DV1821  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1821  HISTORY     - 1984     GOOD             AZDT
 DV1821
 DV1821                          STATION DESCRIPTION
 DV1821
 DV1821'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1821'IN PHOENIX.
 DV1821'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1821'TRAVEL EAST ALONG BEARDSLY ROAD FOR 4.428 KM (2.75 MI) TO 7TH STREET
 DV1821'AND THE MARK IN THE INTERSECTION, 14.265 METERS (46.8 FT) NORTHEAST OF
 DV1821'A STREET STOP SIGN ON THE SOUTHWEST CORNER, 28.10 METERS (92.2 FT)
 DV1821'SOUTHEAST OF LIGHT POLE 25799 ON THE NORTHWEST CORNER, 25.66 METERS
 DV1821'(84.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 10- BY 6-FOOT
 DV1821'CONCRETE PAD ON THE NORTHWEST CORNER, AND A MARICOPA COUNTY BRASS CAP
 DV1821'IN A HANDHOLE.  NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1815 ***********************************************************************
 DV1815  DESIGNATION -  T4N R3E SEC 29 NW COR
 DV1815  PID         -  DV1815
 DV1815  STATE/COUNTY-  AZ/MARICOPA
 DV1815  USGS QUAD   -  UNION HILLS (1981)
 DV1815
 DV1815                         *CURRENT SURVEY CONTROL
 DV1815  ___________________________________________________________________
 DV1815* NAD 83(1986)-  33 40 09.     (N)    112 04 59.     (W)     SCALED    
 DV1815* NAVD 88     -       434.218  (meters)    1424.60   (feet)  ADJUSTED  
 DV1815  ___________________________________________________________________
 DV1815  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DV1815  DYNAMIC HT  -         433.712 (meters)    1422.94  (feet)  COMP
 DV1815  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 DV1815
 DV1815  VERT ORDER  -  SECOND    CLASS I
 DV1815
 DV1815.The horizontal coordinates were scaled from a topographic map and have
 DV1815.an estimated accuracy of +/- 6 seconds.
 DV1815
 DV1815.The orthometric height was determined by differential leveling
 DV1815.and adjusted in November 1993.
 DV1815
 DV1815.The geoid height was determined by GEOID03.
 DV1815
 DV1815.The dynamic height is computed by dividing the NAVD 88
 DV1815.geopotential number by the normal gravity value computed on the
 DV1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1815.degrees latitude (g = 980.6199 gals.).
 DV1815
 DV1815.The modeled gravity was interpolated from observed gravity values.
 DV1815
 DV1815;                    North         East    Units  Estimated Accuracy
 DV1815;SPC AZ C     -   295,970.      197,930.      MT  (+/- 180 meters Scaled)
 DV1815
 DV1815                          SUPERSEDED SURVEY CONTROL
 DV1815
 DV1815.No superseded survey control is available for this station.
 DV1815
 DV1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC995260(NAD 83)
 DV1815_MARKER: Z = SEE DESCRIPTION
 DV1815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV1815_SP_SET: IRON PIPE
 DV1815_MARK LOGO: AZDT  
 DV1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1815
 DV1815  HISTORY     - Date     Condition        Report By
 DV1815  HISTORY     - UNK      MONUMENTED       AZDT
 DV1815
 DV1815                          STATION DESCRIPTION
 DV1815
 DV1815'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION UNK
 DV1815'IN PHOENIX.
 DV1815'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1815'TRAVEL EAST ALONG BEARDSLY ROAD FOR 2.82 KM (1.75 MI) TO 7TH AVENUE
 DV1815'AND THE MARK IN THE INTERSECTION, 26.82 METERS (88.0 FT) SOUTHWEST OF
 DV1815'POWER POLE 24796 ON THE NORTHEAST CORNER, 26.09 METERS (85.6 FT)
 DV1815'SOUTHEAST OF HYDRANT ON THE NORTHWEST CORNER, A 1-INCH PIPE WITH A PK
 DV1815'NAIL IN THE TOP, AND 0.18 METER (0.6 FT) BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1813 ***********************************************************************
 DV1813  DESIGNATION -  T4N R3E SEC 30 NW COR
 DV1813  PID         -  DV1813
 DV1813  STATE/COUNTY-  AZ/MARICOPA
 DV1813  USGS QUAD   -  UNION HILLS (1981)
 DV1813
 DV1813                         *CURRENT SURVEY CONTROL
 DV1813  ___________________________________________________________________
 DV1813* NAD 83(1986)-  33 40 09.     (N)    112 06 00.     (W)     SCALED    
 DV1813* NAVD 88     -       426.916  (meters)    1400.64   (feet)  ADJUSTED  
 DV1813  ___________________________________________________________________
 DV1813  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DV1813  DYNAMIC HT  -         426.417 (meters)    1399.00  (feet)  COMP
 DV1813  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 DV1813
 DV1813  VERT ORDER  -  SECOND    CLASS I
 DV1813
 DV1813.The horizontal coordinates were scaled from a topographic map and have
 DV1813.an estimated accuracy of +/- 6 seconds.
 DV1813
 DV1813.The orthometric height was determined by differential leveling
 DV1813.and adjusted in November 1993.
 DV1813
 DV1813.The geoid height was determined by GEOID03.
 DV1813
 DV1813.The dynamic height is computed by dividing the NAVD 88
 DV1813.geopotential number by the normal gravity value computed on the
 DV1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1813.degrees latitude (g = 980.6199 gals.).
 DV1813
 DV1813.The modeled gravity was interpolated from observed gravity values.
 DV1813
 DV1813;                    North         East    Units  Estimated Accuracy
 DV1813;SPC AZ C     -   295,980.      196,360.      MT  (+/- 180 meters Scaled)
 DV1813
 DV1813                          SUPERSEDED SURVEY CONTROL
 DV1813
 DV1813.No superseded survey control is available for this station.
 DV1813
 DV1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC980260(NAD 83)
 DV1813_MARKER: DD = SURVEY DISK
 DV1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1813_SP_SET: CONCRETE POST
 DV1813_MARK LOGO: AZ-013
 DV1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1813+STABILITY: SURFACE MOTION
 DV1813
 DV1813  HISTORY     - Date     Condition        Report By
 DV1813  HISTORY     - UNK      MONUMENTED       AZ-013
 DV1813  HISTORY     - 1984     GOOD             AZDT
 DV1813
 DV1813                          STATION DESCRIPTION
 DV1813
 DV1813'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1813'IN PHOENIX.
 DV1813'IN PHOENIX, FROM THE INTERSECTION OF INTERSTATE 17 AND BEARDSLY ROAD
 DV1813'TRAVEL EAST ALONG BEARDSLY ROAD FOR 1.21 KM (0.75 MI) TO THE
 DV1813'INTERSECTION OF 19TH AVENUE AND THE MARK IN THE CENTER, 22.56 METERS
 DV1813'(74.0 FT) SOUTHEAST OF POWER POLE 15964 ON THE NORTHWEST CORNER, 22.56
 DV1813'METERS (74.0 FT) SOUTHWEST OF A STOP LIGHT ON NORTHEAST CORNER, 14.14
 DV1813'METERS (46.4 FT) NORTHWEST OF MANHOLE COVER IN SOUTHEAST SECTION, AND
 DV1813'A MARICOPA COUNTY BRASS CAP IN A CONCRETE POST IN A HANDHOLE.
 DV1813'NOTE--THE MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2195 ***********************************************************************
 DV2195  DESIGNATION -  T4N R3W SECS 13 14 23 24
 DV2195  PID         -  DV2195
 DV2195  STATE/COUNTY-  AZ/MARICOPA
 DV2195  USGS QUAD   -  WHITE TANK MTS NE (1978)
 DV2195
 DV2195                         *CURRENT SURVEY CONTROL
 DV2195  ___________________________________________________________________
 DV2195* NAD 83(1992)-  33 40 56.77710(N)    112 31 48.91097(W)     ADJUSTED  
 DV2195* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 DV2195  ___________________________________________________________________
 DV2195  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DV2195  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV2195  HORZ ORDER  -  SECOND
 DV2195
 DV2195.The horizontal coordinates were established by classical geodetic methods
 DV2195.and adjusted by the National Geodetic Survey in August 1993.
 DV2195
 DV2195.The orthometric height was scaled from a topographic map.
 DV2195
 DV2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2195
 DV2195.The geoid height was determined by GEOID03.
 DV2195
 DV2195;                    North         East     Units Scale Factor Converg.
 DV2195;SPC AZ C     -   297,602.502   156,469.153   MT  0.99993989   -0 20 25.1
 DV2195;SPC AZ C     -   976,386.16    513,350.24   iFT  0.99993989   -0 20 25.1
 DV2195;UTM  12      - 3,727,996.907   358,154.214   MT  0.99984805   -0 50 55.7
 DV2195
 DV2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2195!SPC AZ C     -   0.99993413  x   0.99993989  =   0.99987403
 DV2195!UTM  12      -   0.99993413  x   0.99984805  =   0.99978219
 DV2195
 DV2195                          SUPERSEDED SURVEY CONTROL
 DV2195
 DV2195  NAD 83(1986)-  33 40 56.77145(N)    112 31 48.91797(W) AD(       ) 2
 DV2195  NAD 27      -  33 40 56.64000(N)    112 31 46.31000(W) AD(       ) 2
 DV2195
 DV2195.Superseded values are not recommended for survey control.
 DV2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2195.See file dsdata.txt to determine how the superseded data were derived.
 DV2195
 DV2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5815427997(NAD 83)
 DV2195_MARKER: DD = SURVEY DISK
 DV2195_SETTING: 0 = UNSPECIFIED SETTING
 DV2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2195
 DV2195  HISTORY     - Date     Condition        Report By
 DV2195  HISTORY     - 1947     MONUMENTED       CGS
 DV2195  HISTORY     - 20080324 MARK NOT FOUND   GEOCAC
 DV2195
 DV2195                          STATION DESCRIPTION
 DV2195
 DV2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV2195'A GENERAL LAND OFFICE MARK
 DV2195'IS SET ATOP AN IRON PIPE WHICH IS ENCASED IN CONCRETE,
 DV2195'9 PACES SOUTH OF CENTERLINE OF ROAD, PROJECTS 16 INCHES
 DV2195'AND IS STAMPED, T4N,R3W,S14,S13,S23,S24 1915.
 DV2195'
 DV2195'TO REACH THE STATION FROM THE FLAGPOLE IN LITCHFIELD PARK
 DV2195'GO NORTH 8.0 MILES TO A CROSSROAD.  TURN LEFT, GO 4.0 MILES
 DV2195'TO A CROSSROAD.  TURN RIGHT, GO 2.0 MILES TO A ROAD LEFT.
 DV2195'TURN LEFT, GO 1.6 MILE TO A T INTERSECTION.  TURN RIGHT, FOLLOW
 DV2195'ROAD ALONG CANAL 1.1 MILE TO A ROAD LEFT.  TURN LEFT, CROSS
 DV2195'CANAL AND FOLLOW MAIN ROAD 5.4 MILES TO A T INTERSECTION
 DV2195'AND STATION ON LEFT.  A DRIVE STATION.
 DV2195
 DV2195                          STATION RECOVERY (2008)
 DV2195
 DV2195'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2195'BASED ON THE DATASHEET FOR H FOUR (DV2194), THIS MARK HAS BEEN
 DV2195'DESTROYED BY THE CONSTRUCTION OF A ROAD AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0284 ***********************************************************************
 DU0284  DESIGNATION -  T4S R16E SECS 6 7 CC
 DU0284  PID         -  DU0284
 DU0284  STATE/COUNTY-  AZ/GILA
 DU0284  USGS QUAD   -  HAYDEN (1964)
 DU0284
 DU0284                         *CURRENT SURVEY CONTROL
 DU0284  ___________________________________________________________________
 DU0284* NAD 83(1986)-  33 06 25.     (N)    110 45 26.     (W)     SCALED    
 DU0284* NAVD 88     -       687.54   (+/-2cm)    2255.7    (feet)  VERTCON   
 DU0284  ___________________________________________________________________
 DU0284  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DU0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0284
 DU0284.The horizontal coordinates were scaled from a topographic map and have
 DU0284.an estimated accuracy of +/- 6 seconds.
 DU0284
 DU0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0284.The vertical order pertains to the NGVD 29 superseded value.
 DU0284
 DU0284.The geoid height was determined by GEOID03.
 DU0284
 DU0284;                    North         East    Units  Estimated Accuracy
 DU0284;SPC AZ E     -   233,770.      158,240.      MT  (+/- 180 meters Scaled)
 DU0284
 DU0284                          SUPERSEDED SURVEY CONTROL
 DU0284
 DU0284  NGVD 29 (??/??/92)  686.921  (m)         2253.67   (f) ADJ UNCH    2 0
 DU0284
 DU0284.Superseded values are not recommended for survey control.
 DU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0284.See file dsdata.txt to determine how the superseded data were derived.
 DU0284
 DU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB226631(NAD 83)
 DU0284_MARKER: P = PIPE CAP
 DU0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0284_STAMPING: T4S R16E S6 S7 1
 DU0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0284
 DU0284  HISTORY     - Date     Condition        Report By
 DU0284  HISTORY     - UNK      MONUMENTED       USGLO
 DU0284  HISTORY     - 1933     GOOD             NGS
 DU0284
 DU0284                          STATION DESCRIPTION
 DU0284
 DU0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DU0284'13.5 MI N FROM WINKELMAN.
 DU0284'13.5 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, 3.5 MILES
 DU0284'NORTHWEST OF THE MOUTH OF DRIPPING SPRINGS WASH, 0.5 MILE NORTHWEST OF
 DU0284'COOLEY RANCH, AT THE CORNER OF SECTIONS 6 AND 7, T 4 S, R 16 E, 100
 DU0284'FEET NORTH OF THE 2-INCH CORNER POST OF SECTIONS 1 AND 12, AND ON THE
 DU0284'NORTH BANK OF THE WASH.  RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 DU0284'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1953 ***********************************************************************
 DV1953  DESIGNATION -  T4S R17 16W SECS 7 12 13 18
 DV1953  PID         -  DV1953
 DV1953  STATE/COUNTY-  AZ/YUMA
 DV1953  USGS QUAD   -  ENGESSER PASS SW (1990)
 DV1953
 DV1953                         *CURRENT SURVEY CONTROL
 DV1953  ___________________________________________________________________
 DV1953* NAD 83(1992)-  33 05 17.00222(N)    113 57 32.97456(W)     ADJUSTED  
 DV1953* NAVD 88     -       302.6    (meters)     993.     (feet)  VERTCON   
 DV1953  ___________________________________________________________________
 DV1953  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DV1953  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DV1953  HORZ ORDER  -  SECOND
 DV1953
 DV1953.The horizontal coordinates were established by classical geodetic methods
 DV1953.and adjusted by the National Geodetic Survey in August 1993.
 DV1953
 DV1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1953
 DV1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1953
 DV1953.The geoid height was determined by GEOID03.
 DV1953
 DV1953;                    North         East     Units Scale Factor Converg.
 DV1953;SPC AZ W     -   231,543.632   193,834.087   MT  0.99993803   -0 06 51.1
 DV1953;SPC AZ W     -   759,657.59    635,938.61   iFT  0.99993803   -0 06 51.1
 DV1953;UTM  12      - 3,664,944.941   223,792.581   MT  1.00054075   -1 36 59.4
 DV1953;UTM  11      - 3,665,163.156   783,834.363   MT  1.00059343   +1 39 40.3
 DV1953
 DV1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1953!SPC AZ W     -   0.99995760  x   0.99993803  =   0.99989563
 DV1953!UTM  12      -   0.99995760  x   1.00054075  =   1.00049833
 DV1953!UTM  11      -   0.99995760  x   1.00059343  =   1.00055100
 DV1953
 DV1953                          SUPERSEDED SURVEY CONTROL
 DV1953
 DV1953  NAD 83(1986)-  33 05 16.99692(N)    113 57 32.97965(W) AD(       ) 2
 DV1953  NAD 27      -  33 05 16.85700(N)    113 57 30.21900(W) AD(       ) 2
 DV1953  NGVD 29 (07/19/86)  301.9    (m)          990.     (f) VERT ANG    3  
 DV1953
 DV1953.Superseded values are not recommended for survey control.
 DV1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1953.See file dsdata.txt to determine how the superseded data were derived.
 DV1953
 DV1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2379364945(NAD 83)
 DV1953_MARKER: I = METAL ROD
 DV1953_SETTING: 0 = UNSPECIFIED SETTING
 DV1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1953
 DV1953  HISTORY     - Date     Condition        Report By
 DV1953  HISTORY     - 1949     MONUMENTED       USGLO
 DV1953
 DV1953                          STATION DESCRIPTION
 DV1953
 DV1953'DESCRIBED BY US GENERAL LAND OFFICE 1949
 DV1953'THE STATION MARK IS A U.S. GENERAL LAND OFFICE MARK RIVETED
 DV1953'TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 8 INCHES.  IT IS
 DV1953'ABOUT 6 INCHES HIGHER THAN THE STATION MARK, AND STAMPED,
 DV1953'T 4 S, R 17 W, R 16 W, S 12, S 7, S 13, S 18.
 DV1953'
 DV1953'TO REACH STATION TWNP LINE FROM THE POST OFFICE IN ROLL, CONTINUE
 DV1953'WEST ACROSS THE RAILROAD TRACKS TO FORK.  TAKE THE RIGHT FORK,
 DV1953'EAST, THENCE NORTH, FOR 1.1 MILES TO FORK.  TAKE THE LEFT
 DV1953'FORK.  STRAIGHT AHEAD, NORTH, FOR 0.2 MILE TO 3 FORKS.  TAKE
 DV1953'THE LEFT FORK NORTH, FOR 0.4 MILE TO A REVERSE Y FORK.  TAKE
 DV1953'THE RIGHT FORK, NORTHEAST, FOR 25.7 MILES ON THE MAIN TRAVELED
 DV1953'ROAD TO STATION TWNP LINE ON THE LEFT, WEST, AS DESCRIBED ABOVE.
 DV1953'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1953 ***********************************************************************
 DU1953  DESIGNATION -  T4S R22E SEC 14 EB 1/2 M WMIR
 DU1953  PID         -  DU1953
 DU1953  STATE/COUNTY-  AZ/GRAHAM
 DU1953  USGS QUAD   -  GERONIMO (1989)
 DU1953
 DU1953                         *CURRENT SURVEY CONTROL
 DU1953  ___________________________________________________________________
 DU1953* NAD 83(1992)-  33 05 09.63386(N)    110 03 23.56954(W)     ADJUSTED  
 DU1953* NAVD 88     -       809.8    (meters)    2657.     (feet)  VERTCON   
 DU1953  ___________________________________________________________________
 DU1953  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DU1953  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1953  HORZ ORDER  -  SECOND
 DU1953
 DU1953.The horizontal coordinates were established by classical geodetic methods
 DU1953.and adjusted by the National Geodetic Survey in August 1993.
 DU1953
 DU1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1953
 DU1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1953
 DU1953.The geoid height was determined by GEOID03.
 DU1953
 DU1953;                    North         East     Units Scale Factor Converg.
 DU1953;SPC AZ E     -   231,294.874   223,640.006   MT  0.99990130   +0 03 36.4
 DU1953;SPC AZ E     -   758,841.45    733,727.05   iFT  0.99990130   +0 03 36.4
 DU1953;UTM  12      - 3,661,217.778   588,049.449   MT  0.99969559   +0 30 54.2
 DU1953
 DU1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1953!SPC AZ E     -   0.99987713  x   0.99990130  =   0.99977844
 DU1953!UTM  12      -   0.99987713  x   0.99969559  =   0.99957275
 DU1953
 DU1953                          SUPERSEDED SURVEY CONTROL
 DU1953
 DU1953  NAD 83(1986)-  33 05 09.62935(N)    110 03 23.56947(W) AD(       ) 2
 DU1953  NAD 27      -  33 05 09.42100(N)    110 03 21.26100(W) AD(       ) 2
 DU1953  NGVD 29 (07/19/86)  809.2    (m)         2655.     (f) VERT ANG    3  
 DU1953
 DU1953.Superseded values are not recommended for survey control.
 DU1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1953.See file dsdata.txt to determine how the superseded data were derived.
 DU1953
 DU1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8804961218(NAD 83)
 DU1953_MARKER: P = PIPE CAP
 DU1953_SETTING: 0 = UNSPECIFIED SETTING
 DU1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1953
 DU1953  HISTORY     - Date     Condition        Report By
 DU1953  HISTORY     - 1945     MONUMENTED       USGLO
 DU1953
 DU1953                          STATION DESCRIPTION
 DU1953
 DU1953'DESCRIBED BY US GENERAL LAND OFFICE 1945 (RAM)
 DU1953'THE MARK IS LOCATED ON THE S SIDE OF U.S. HIGHWAY 70 AT THE
 DU1953'E BOUNDARY OF THE SAN CARLOS INDIAN RESERVATION.  IT IS ABOUT
 DU1953'4-1/2 MILES (AIR LINE) SE OF BYLAS AND 1-1/2 MILES NW OF GERONIMO.
 DU1953'THE MARK IS 67.070 FEET OR 20.444 METERS SSW OF TRIANGULATION
 DU1953'STATION GERON AND IS CONNECTED TO THIS STATION.  IT IS ABOUT 210
 DU1953'FEET SW OF THE CENTER LINE OF U.S. HIGHWAY 70 AND 2-1/2 FEET
 DU1953'N OF A FENCE CORNER IN THE N-S BOUNDARY FENCE.  IT IS MARKED BY
 DU1953'A STANDARD GENERAL LAND OFFICE QUARTER CORNER IRON CAP MARK
 DU1953'SET IN THE TOP OF A 1-INCH IRON PIPE WHICH PROJECTS 1-1/2
 DU1953'FEET ABOVE THE GROUND.  IT IS STAMPED EB WMR 1/2 M T4S R22E S14
 DU1953'1915.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0334 ***********************************************************************
 DV0334  DESIGNATION -  T4S R3E SECS 21 28 1/4 COR
 DV0334  PID         -  DV0334
 DV0334  STATE/COUNTY-  AZ/PINAL
 DV0334  USGS QUAD   -  MARICOPA (1978)
 DV0334
 DV0334                         *CURRENT SURVEY CONTROL
 DV0334  ___________________________________________________________________
 DV0334* NAD 83(1986)-  33 03 28.     (N)    112 02 52.     (W)     SCALED    
 DV0334* NAVD 88     -       358.04   (+/-2cm)    1174.7    (feet)  VERTCON   
 DV0334  ___________________________________________________________________
 DV0334  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0334  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0334
 DV0334.The horizontal coordinates were scaled from a topographic map and have
 DV0334.an estimated accuracy of +/- 6 seconds.
 DV0334
 DV0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0334.The vertical order pertains to the NGVD 29 superseded value.
 DV0334
 DV0334.The geoid height was determined by GEOID03.
 DV0334
 DV0334;                    North         East    Units  Estimated Accuracy
 DV0334;SPC AZ C     -   228,170.      201,120.      MT  (+/- 180 meters Scaled)
 DV0334
 DV0334                          SUPERSEDED SURVEY CONTROL
 DV0334
 DV0334  NGVD 29 (??/??/92)  357.53   (m)         1173.0    (f) COMPUTED    1 2
 DV0334
 DV0334.Superseded values are not recommended for survey control.
 DV0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0334.See file dsdata.txt to determine how the superseded data were derived.
 DV0334
 DV0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB021581(NAD 83)
 DV0334_MARKER: DD = SURVEY DISK
 DV0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0334_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0334
 DV0334  HISTORY     - Date     Condition        Report By
 DV0334  HISTORY     - UNK      MONUMENTED       USGLO
 DV0334  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0334  HISTORY     - 20070912 MARK NOT FOUND   GEOCAC
 DV0334
 DV0334                          STATION DESCRIPTION
 DV0334
 DV0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0334'IN MARICOPA.
 DV0334'0.1 MILE NORTH OF THE POST OFFICE AT MARICOPA, 34.0 FEET EAST OF THE
 DV0334'CENTER LINE OF THE ROAD, 27.1 FEET NORTH OF THE CENTER LINE OF A
 DV0334'STREET EAST-WEST, ABOUT LEVEL WITH THE SURFACE OF THE ROAD.  A
 DV0334'STANDARD G.L.O. SECTION CORNER BRONZE CAP RIVETED TO THE TOP OF A 2
 DV0334'INCH IRON PIPE PROJECTING 1.0 FEET ABOVE THE GROUND.  NOTE-- THE
 DV0334'INTERSECTION AT THE DESCRIBED LOCATION OF THE MARK HAS BEEN CHANGED
 DV0334'AND IT IS BELIEVED THAT THE MARK WAS EITHER COVERED OR DESTROYED.
 DV0334
 DV0334                          STATION RECOVERY (2007)
 DV0334
 DV0334'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0334'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0334'MARK. THE ROADS HAVE BEEN WIDENED, ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1986 ***********************************************************************
 DV1986  DESIGNATION -  T5 6N R3E SECS 3 4 33 34
 DV1986  PID         -  DV1986
 DV1986  STATE/COUNTY-  AZ/MARICOPA
 DV1986  USGS QUAD   -  NEW RIVER SE (1981)
 DV1986
 DV1986                         *CURRENT SURVEY CONTROL
 DV1986  ___________________________________________________________________
 DV1986* NAD 83(1992)-  33 48 49.40115(N)    112 02 52.41973(W)     ADJUSTED  
 DV1986* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 DV1986  ___________________________________________________________________
 DV1986  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 DV1986  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DV1986  HORZ ORDER  -  SECOND
 DV1986
 DV1986.The horizontal coordinates were established by classical geodetic methods
 DV1986.and adjusted by the National Geodetic Survey in August 1993.
 DV1986
 DV1986.The orthometric height was scaled from a topographic map.
 DV1986
 DV1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1986
 DV1986.The geoid height was determined by GEOID03.
 DV1986
 DV1986;                    North         East     Units Scale Factor Converg.
 DV1986;SPC AZ C     -   312,001.631   201,211.369   MT  0.99990182   -0 04 22.9
 DV1986;SPC AZ C     - 1,023,627.40    660,142.29   iFT  0.99990182   -0 04 22.9
 DV1986;UTM  12      - 3,741,995.790   403,016.431   MT  0.99971595   -0 34 59.5
 DV1986
 DV1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1986!SPC AZ C     -   0.99991655  x   0.99990182  =   0.99981838
 DV1986!UTM  12      -   0.99991655  x   0.99971595  =   0.99963252
 DV1986
 DV1986                          SUPERSEDED SURVEY CONTROL
 DV1986
 DV1986  NAD 83(1986)-  33 48 49.39554(N)    112 02 52.42317(W) AD(       ) 2
 DV1986  NAD 27      -  33 48 49.26200(N)    112 02 49.87100(W) AD(       ) 2
 DV1986
 DV1986.Superseded values are not recommended for survey control.
 DV1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1986.See file dsdata.txt to determine how the superseded data were derived.
 DV1986
 DV1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0301641996(NAD 83)
 DV1986_MARKER: P = PIPE CAP
 DV1986_SETTING: 0 = UNSPECIFIED SETTING
 DV1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1986+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DV1986
 DV1986  HISTORY     - Date     Condition        Report By
 DV1986  HISTORY     - 1922     MONUMENTED       CGS
 DV1986  HISTORY     - 20060809 GOOD             GEOCAC
 DV1986
 DV1986                          STATION DESCRIPTION
 DV1986
 DV1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 DV1986'THE G.L.O. MARK IS SET IN THE TOP OF A 2 INCH PIPE, 1 FOOT
 DV1986'NORTHWEST OF A FENCE CORNER, PROJECTS 10 INCHES AND IS STAMPED--
 DV1986'T6N R3E S33 S34 T5N S4 S3 1922.
 DV1986
 DV1986                          STATION RECOVERY (2006)
 DV1986
 DV1986'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1986'THE MARK IS IN A HANDHOLE APPROXIMATELY 6-8 INCHES BELOW THE ROAD
 DV1986'SURFACE. IN THE MIDDLE OF THE WESTBOUND LANE OF CLOUD ROAD AND ALONG
 DV1986'THE LINE OF THE EAST EDGE OF THE PAVEMENT OF 16TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1251 ***********************************************************************
 DU1251  DESIGNATION -  T5N R22E SECS 29 30 31 32
 DU1251  PID         -  DU1251
 DU1251  STATE/COUNTY-  AZ/GILA
 DU1251  USGS QUAD   -  CANYON DAY (1978)
 DU1251
 DU1251                         *CURRENT SURVEY CONTROL
 DU1251  ___________________________________________________________________
 DU1251* NAD 83(1986)-  33 47 31.     (N)    110 03 03.     (W)     SCALED    
 DU1251* NAVD 88     -      1546.457  (meters)    5073.67   (feet)  ADJUSTED  
 DU1251  ___________________________________________________________________
 DU1251  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DU1251  DYNAMIC HT  -        1544.217 (meters)    5066.32  (feet)  COMP
 DU1251  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 DU1251
 DU1251  VERT ORDER  -  FIRST     CLASS II
 DU1251
 DU1251.The horizontal coordinates were scaled from a topographic map and have
 DU1251.an estimated accuracy of +/- 6 seconds.
 DU1251
 DU1251.The orthometric height was determined by differential leveling
 DU1251.and adjusted in June 1991.
 DU1251
 DU1251.The geoid height was determined by GEOID03.
 DU1251
 DU1251.The dynamic height is computed by dividing the NAVD 88
 DU1251.geopotential number by the normal gravity value computed on the
 DU1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1251.degrees latitude (g = 980.6199 gals.).
 DU1251
 DU1251.The modeled gravity was interpolated from observed gravity values.
 DU1251
 DU1251;                    North         East    Units  Estimated Accuracy
 DU1251;SPC AZ E     -   309,590.      224,090.      MT  (+/- 180 meters Scaled)
 DU1251
 DU1251                          SUPERSEDED SURVEY CONTROL
 DU1251
 DU1251.No superseded survey control is available for this station.
 DU1251
 DU1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC878394(NAD 83)
 DU1251_MARKER: P = PIPE CAP
 DU1251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU1251_SP_SET: SHALLOW-SET PIPE
 DU1251_STAMPING: T5NR22E S30 S29 S31 S32 1931
 DU1251_PROJECTION: FLUSH
 DU1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1251
 DU1251  HISTORY     - Date     Condition        Report By
 DU1251  HISTORY     - 1931     MONUMENTED       USGLO
 DU1251  HISTORY     - 1979     GOOD             NGS
 DU1251
 DU1251                          STATION DESCRIPTION
 DU1251
 DU1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1251'6.5 MI WEST FROM WHITERIVER.
 DU1251'6.5 MILES WESTERLY ALONG U.S. HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1251'HEADQUARTERS IN WHITERIVER, 106 FEET SOUTH OF THE CENTERLINE OF THE
 DU1251'HIGHWAY, 94.8 FEET SOUTHWEST OF A LONE 14-INCH CEDAR TREE, 50.2
 DU1251'FEET WEST OF A NORTH-SOUTH BARBED WIRE FENCE AND 11.6 FEET SOUTH OF
 DU1251'AN EAST-WEST BARBED WIRE FENCE.
 DU1251'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
 DU1251'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0260 ***********************************************************************
 DT0260  DESIGNATION -  T5N R27E SEC 9=5 M WMIR
 DT0260  PID         -  DT0260
 DT0260  STATE/COUNTY-  AZ/APACHE
 DT0260  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0260
 DT0260                         *CURRENT SURVEY CONTROL
 DT0260  ___________________________________________________________________
 DT0260* NAD 83(1986)-  33 50 35.     (N)    109 29 44.     (W)     SCALED    
 DT0260* NAVD 88     -      2762.992  (meters)    9064.92   (feet)  ADJUSTED  
 DT0260  ___________________________________________________________________
 DT0260  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 DT0260  DYNAMIC HT  -        2758.330 (meters)    9049.62  (feet)  COMP
 DT0260  MODELED GRAV-     978,848.3   (mgal)                       NAVD 88
 DT0260
 DT0260  VERT ORDER  -  SECOND    CLASS 0
 DT0260
 DT0260.The horizontal coordinates were scaled from a topographic map and have
 DT0260.an estimated accuracy of +/- 6 seconds.
 DT0260
 DT0260.The orthometric height was determined by differential leveling
 DT0260.and adjusted in June 1991.
 DT0260
 DT0260.The geoid height was determined by GEOID03.
 DT0260
 DT0260.The dynamic height is computed by dividing the NAVD 88
 DT0260.geopotential number by the normal gravity value computed on the
 DT0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0260.degrees latitude (g = 980.6199 gals.).
 DT0260
 DT0260.The modeled gravity was interpolated from observed gravity values.
 DT0260
 DT0260;                    North         East    Units  Estimated Accuracy
 DT0260;SPC AZ E     -   315,450.      275,470.      MT  (+/- 180 meters Scaled)
 DT0260
 DT0260                          SUPERSEDED SURVEY CONTROL
 DT0260
 DT0260  NGVD 29 (??/??/92) 2761.754  (m)         9060.85   (f) ADJ UNCH    2 0
 DT0260
 DT0260.Superseded values are not recommended for survey control.
 DT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0260.See file dsdata.txt to determine how the superseded data were derived.
 DT0260
 DT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC391457(NAD 83)
 DT0260_MARKER: DD = SURVEY DISK
 DT0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0260_STAMPING: WMIR 6S T-5-N R-27-E 5M 1913
 DT0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0260
 DT0260  HISTORY     - Date     Condition        Report By
 DT0260  HISTORY     - 1913     MONUMENTED       USGLO
 DT0260  HISTORY     - 1935     GOOD             NGS
 DT0260
 DT0260                          STATION DESCRIPTION
 DT0260
 DT0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0260'IN RESERVATION RANCH.
 DT0260'AT THE RESERVATION RANCH, ABOUT 100 YDS NE OF THE RANCH HOUSE, 20 FT E
 DT0260'OF A MARSHY FLAT, 12 FT E OF THE CENTERLINE OF THE ROAD, 36 FT S OF A
 DT0260'24 INCH PINE TREE, STAMPED.  W M I R 6 S T-5-N R-27-E 5 M 1913.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2051 ***********************************************************************
 DV2051  DESIGNATION -  T5N R2W SECS 4 5 1/4 COR
 DV2051  PID         -  DV2051
 DV2051  STATE/COUNTY-  AZ/MARICOPA
 DV2051  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV2051
 DV2051                         *CURRENT SURVEY CONTROL
 DV2051  ___________________________________________________________________
 DV2051* NAD 83(1992)-  33 48 14.29984(N)    112 28 54.50325(W)     ADJUSTED  
 DV2051* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 DV2051  ___________________________________________________________________
 DV2051  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DV2051  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV2051  HORZ ORDER  -  SECOND
 DV2051
 DV2051.The horizontal coordinates were established by classical geodetic methods
 DV2051.and adjusted by the National Geodetic Survey in August 1993.
 DV2051
 DV2051.The orthometric height was scaled from a topographic map.
 DV2051
 DV2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2051
 DV2051.The geoid height was determined by GEOID03.
 DV2051
 DV2051;                    North         East     Units Scale Factor Converg.
 DV2051;SPC AZ C     -   311,056.070   161,034.963   MT  0.99993374   -0 18 51.9
 DV2051;SPC AZ C     - 1,020,525.16    528,329.93   iFT  0.99993374   -0 18 51.9
 DV2051;UTM  12      - 3,741,408.060   362,838.980   MT  0.99983193   -0 49 28.3
 DV2051
 DV2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2051!SPC AZ C     -   0.99991932  x   0.99993374  =   0.99985307
 DV2051!UTM  12      -   0.99991932  x   0.99983193  =   0.99975127
 DV2051
 DV2051                          SUPERSEDED SURVEY CONTROL
 DV2051
 DV2051  NAD 83(1986)-  33 48 14.29645(N)    112 28 54.50774(W) AD(       ) 2
 DV2051  NAD 27      -  33 48 14.17500(N)    112 28 51.89100(W) AD(       ) 2
 DV2051
 DV2051.Superseded values are not recommended for survey control.
 DV2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2051.See file dsdata.txt to determine how the superseded data were derived.
 DV2051
 DV2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6283941408(NAD 83)
 DV2051_MARKER: DD = SURVEY DISK
 DV2051_SETTING: 0 = UNSPECIFIED SETTING
 DV2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2051
 DV2051  HISTORY     - Date     Condition        Report By
 DV2051  HISTORY     - 1948     MONUMENTED       CGS
 DV2051
 DV2051                          STATION DESCRIPTION
 DV2051
 DV2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV2051'TO REACH FROM POST OFFICE IN WITTMAN, GO NORTHWEST ON U.S.
 DV2051'HIGHWAYS 60, 70 AND 89 FOR 0.1 MILE TO SIDE ROAD RIGHT.  TURN
 DV2051'RIGHT, ACROSS RAILROAD TRACKS, AND GO 0.35 MILE TO THREE FORKS
 DV2051'AT NORTH END OF THE NADABURG SCHOOL GROUNDS.  TAKE EXTREME
 DV2051'RIGHT FORK AND GO 0.75 MILE TO FORKS.  TAKE RIGHT FORK, STRAIGHT
 DV2051'AHEAD, AND GO 0.35 MILE TO FORKS.  TAKE LEFT FORK AND GO 0.6
 DV2051'MILE TO BRUSHED OUT SECTION LINE.  CONTINUE STRAIGHT AHEAD
 DV2051'FOR 0.6 MILE TO DIM TRACK ROAD ON RIGHT.  TURN RIGHT ONTO
 DV2051'DIM TRACK ROAD AND GO 0.35 MILE TO A WASH AND WHERE ROAD
 DV2051'PASSES BETWEEN TWO MESQUITE TREES.  CONTINUE FOR 0.1 MILE TO
 DV2051'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE FOR 0.35
 DV2051'MILE TO STATION NADA.  A DRIVE
 DV2051'STATION.
 DV2051'
 DV2051'REFERENCE MARK NO. 2 IS A GENERAL LAND OFFICE MARK SECURED TO
 DV2051'A 1 INCH IRON PIPE PROJECTING 12 INCHES, APPROXIMATELY 75 FEET
 DV2051'WEST OF A WASH, 70 FEET NORTHWEST OF THE CENTERLINE OF TRACK
 DV2051'ROAD, AND STAMPED, 1/4 S5 S4 1916.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0010 ***********************************************************************
 DA0010  DESIGNATION -  T5S R1E SECS 17 18 19 20
 DA0010  PID         -  DA0010
 DA0010  STATE/COUNTY-  AZ/MARICOPA
 DA0010  USGS QUAD   -  CONLEY WELL (1979)
 DA0010
 DA0010                         *CURRENT SURVEY CONTROL
 DA0010  ___________________________________________________________________
 DA0010* NAD 83(1986)-  32 59 07.     (N)    112 17 21.     (W)     SCALED    
 DA0010* NAVD 88     -       452.83   (+/-2cm)    1485.7    (feet)  VERTCON   
 DA0010  ___________________________________________________________________
 DA0010  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0010
 DA0010.The horizontal coordinates were scaled from a topographic map and have
 DA0010.an estimated accuracy of +/- 6 seconds.
 DA0010
 DA0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0010.The vertical order pertains to the NGVD 29 superseded value.
 DA0010
 DA0010.The geoid height was determined by GEOID03.
 DA0010
 DA0010;                    North         East    Units  Estimated Accuracy
 DA0010;SPC AZ C     -   220,180.      178,550.      MT  (+/- 180 meters Scaled)
 DA0010
 DA0010                          SUPERSEDED SURVEY CONTROL
 DA0010
 DA0010  NGVD 29 (??/??/92)  452.20   (m)         1483.6    (f) COMPUTED    2 0
 DA0010
 DA0010.Superseded values are not recommended for survey control.
 DA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0010.See file dsdata.txt to determine how the superseded data were derived.
 DA0010
 DA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB795503(NAD 83)
 DA0010_MARKER: DD = SURVEY DISK
 DA0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0010_STAMPING: T5S R1E S18 S17 S19 S20 1915
 DA0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0010
 DA0010  HISTORY     - Date     Condition        Report By
 DA0010  HISTORY     - 1915     MONUMENTED       USGLO
 DA0010  HISTORY     - 1977     GOOD             USGS
 DA0010  HISTORY     - 20080418 GOOD             GEOCAC
 DA0010
 DA0010                          STATION DESCRIPTION
 DA0010
 DA0010'DESCRIBED BY US GENERAL LAND OFFICE 1915
 DA0010'5.5 MI S FROM MOBILE.
 DA0010'5.5 MILES SOUTH ALONG A DIRT ROAD LEADING TO THE BELLA LOMA SERVICE
 DA0010'STATION FROM MOBILE, MARICOPA COUNTY, 200 YARDS NORTHWEST OF A
 DA0010'CONCRETE BLOCK RANCH HOUSE, AND 25 FEET NORTHWEST OF A FENCE CORNER. A
 DA0010'U.S. GENERAL LAND OFFICE STANDARD DISK, STAMPED T5S R1E S18 S17 S19
 DA0010'S20 1915 AND RIVETED ON THE TOP OF A 1-1/2 INCH IRON PIPE.
 DA0010
 DA0010                          STATION RECOVERY (1977)
 DA0010
 DA0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0010'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0010'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0010'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0010'LINE RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI. A
 DA0010'GLO BRASS CAP ON IRON PIPE PROJECTION 1 FOOT ABOVE THE GROUND.
 DA0010
 DA0010                          STATION RECOVERY (2008)
 DA0010
 DA0010'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0010'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0010'32 59 08.1 (N)   112 17 20.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0008 ***********************************************************************
 DA0008  DESIGNATION -  T5S R1E SECS 29 30 31 32
 DA0008  PID         -  DA0008
 DA0008  STATE/COUNTY-  AZ/MARICOPA
 DA0008  USGS QUAD   -  CONLEY WELL (1979)
 DA0008
 DA0008                         *CURRENT SURVEY CONTROL
 DA0008  ___________________________________________________________________
 DA0008* NAD 83(1986)-  32 57 23.     (N)    112 17 20.     (W)     SCALED    
 DA0008* NAVD 88     -       475.66   (+/-2cm)    1560.6    (feet)  VERTCON   
 DA0008  ___________________________________________________________________
 DA0008  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DA0008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0008
 DA0008.The horizontal coordinates were scaled from a topographic map and have
 DA0008.an estimated accuracy of +/- 6 seconds.
 DA0008
 DA0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0008.The vertical order pertains to the NGVD 29 superseded value.
 DA0008
 DA0008.The geoid height was determined by GEOID03.
 DA0008
 DA0008;                    North         East    Units  Estimated Accuracy
 DA0008;SPC AZ C     -   216,980.      178,560.      MT  (+/- 180 meters Scaled)
 DA0008
 DA0008                          SUPERSEDED SURVEY CONTROL
 DA0008
 DA0008  NGVD 29 (??/??/92)  475.02   (m)         1558.5    (f) COMPUTED    2 0
 DA0008
 DA0008.Superseded values are not recommended for survey control.
 DA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0008.See file dsdata.txt to determine how the superseded data were derived.
 DA0008
 DA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB795471(NAD 83)
 DA0008_MARKER: DD = SURVEY DISK
 DA0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0008_STAMPING: T5S R1E SEC 30 29 31 32 1915
 DA0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0008+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0008
 DA0008  HISTORY     - Date     Condition        Report By
 DA0008  HISTORY     - 1915     MONUMENTED       USGLO
 DA0008  HISTORY     - 1977     GOOD             USGS
 DA0008  HISTORY     - 20080418 GOOD             GEOCAC
 DA0008
 DA0008                          STATION DESCRIPTION
 DA0008
 DA0008'DESCRIBED BY US GENERAL LAND OFFICE 1915
 DA0008'33.1 MI NE FROM GILA.
 DA0008'33.1 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0008'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0008'MILES EAST ALONG STATE HIGHWAY 84, THENCE 7.8 MILES NORTH ALONG A DIRT
 DA0008'ROAD LEADING TO MOBILE.  IT IS 7.5 MILES SOUTH OF MOBILE, AND 6 FEET
 DA0008'EAST OF THE CENTERLINE OF THE ROAD.  A U.S. GENERAL LAND OFFICE
 DA0008'STANDARD DISK, STAMPED T5S R1E SEC 30 29 31 32 1915 AND RIVETED ON THE
 DA0008'TOP OF A 1-1/2 INCH IRON PIPE.
 DA0008
 DA0008                          STATION RECOVERY (1977)
 DA0008
 DA0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0008'MAY BE REACHED FROM GILA BEND BY GOING E. 28 MI ALONG INTERSTATE HWY.
 DA0008'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0008'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0008'LINE RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0008'THENCE N. ALONG A SECTION LINE RD. FOR 4.0 MI. A GLO BRASS CAP ON
 DA0008'IRON PIPE PROJECTION 1 FOOT ABOVE THE GROUND.
 DA0008
 DA0008                          STATION RECOVERY (2008)
 DA0008
 DA0008'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0008'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0008'THE DESCRIPTION - THE DISK IS STAMPED 1993 ABOVE 1915, AND IT IS 0.5
 DA0008'FEET SOUTH OF A 5.5 FOOT HIGH 8X7 INCH WOODEN POST IN A FENCE.
 DA0008'HANDHELD COORDINATES
 DA0008'32 57 23.6 (N)   112 17 20.8 (W)  (NAD 83).
 DA0008' 
 DA0008'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF VEKOL ROAD
 DA0008'AND INTERSTATE HIGHWAY 8 TAKE VEKOL HIGHWAY NORTH FOR 1.9 MILES TO
 DA0008'VISTA AVENUE. TURN LEFT ON VISTA AVENUE AND GO WEST THROUGH THE GATE
 DA0008'AND ON THE INCREASINGLY DIM TRACK ROAD FOR 1.9 MILES TO ANOTHER DIM
 DA0008'TRACK ROAD. TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.1
 DA0008'MILES TO ANOTHER DIM TRACK ROAD.
 DA0008'TURN LEFT AND GO WEST ON THE DIM TRACK TOAD FOR 0.1 MILES TO A DIRT
 DA0008'ROAD. TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR 6.0 MILES TO THE
 DA0008'STATION ON THE RIGHT. TRAVEL WITH A HIGH CLEARANCE VEHICLE IS
 DA0008'RECOMMENDED ON THE DIM ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI3355 ***********************************************************************
 AI3355  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3355  DESIGNATION -  T6 5N R5E SECS 5 6 31 32
 AI3355  PID         -  AI3355
 AI3355  STATE/COUNTY-  AZ/MARICOPA
 AI3355  USGS QUAD   -  WILDCAT HILL (1981)
 AI3355
 AI3355                         *CURRENT SURVEY CONTROL
 AI3355  ___________________________________________________________________
 AI3355* NAD 83(2007)-  33 48 49.79965(N)    111 52 25.90422(W)     ADJUSTED  
 AI3355* NAVD 88     -       814.53   (meters)    2672.3    (feet)  GPS OBS   
 AI3355  ___________________________________________________________________
 AI3355  EPOCH DATE  -        2007.00
 AI3355  X           -  -1,976,614.964 (meters)                     COMP
 AI3355  Y           -  -4,923,473.072 (meters)                     COMP
 AI3355  Z           -   3,529,745.723 (meters)                     COMP
 AI3355  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AI3355  ELLIP HEIGHT-         785.822 (meters)          (02/10/07) ADJUSTED
 AI3355  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AI3355
 AI3355  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI3355  Type    PID    Designation                      North   East  Ellip
 AI3355  -------------------------------------------------------------------
 AI3355  NETWORK AI3355 T6 5N R5E SECS 5 6 31 32          0.35   0.31   0.92
 AI3355  -------------------------------------------------------------------
 AI3355
 AI3355.The horizontal coordinates were established by GPS observations
 AI3355.and adjusted by the National Geodetic Survey in February 2007.
 AI3355
 AI3355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI3355.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI3355.The horizontal coordinates are valid at the epoch date displayed above.
 AI3355.The epoch date for horizontal control is a decimal equivalence
 AI3355.of Year/Month/Day.
 AI3355
 AI3355.The orthometric height was determined by GPS observations and a
 AI3355.high-resolution geoid model.
 AI3355.The orthometric height was determined by GPS observations and a
 AI3355.high-resolution geoid model using precise GPS observation and
 AI3355.processing techniques.
 AI3355
 AI3355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3355
 AI3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3355
 AI3355.The ellipsoidal height was determined by GPS observations
 AI3355.and is referenced to NAD 83.
 AI3355
 AI3355.The geoid height was determined by GEOID03.
 AI3355
 AI3355;                    North         East     Units Scale Factor Converg.
 AI3355;SPC AZ C     -   312,006.990   217,322.683   MT  0.99990019   +0 01 25.8
 AI3355;SPC AZ C     - 1,023,644.98    713,000.93   iFT  0.99990019   +0 01 25.8
 AI3355;UTM  12      - 3,741,857.725   419,123.889   MT  0.99968063   -0 29 10.8
 AI3355
 AI3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3355!SPC AZ C     -   0.99987665  x   0.99990019  =   0.99977685
 AI3355!UTM  12      -   0.99987665  x   0.99968063  =   0.99955732
 AI3355
 AI3355                          SUPERSEDED SURVEY CONTROL
 AI3355
 AI3355  NAD 83(1992)-  33 48 49.79896(N)    111 52 25.90332(W) AD(       ) A
 AI3355  ELLIP H (01/27/00)  785.845  (m)                       GP(       ) 1 1
 AI3355
 AI3355.Superseded values are not recommended for survey control.
 AI3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3355.See file dsdata.txt to determine how the superseded data were derived.
 AI3355
 AI3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1912441858(NAD 83)
 AI3355_MARKER: DU = BOUNDARY MARKER
 AI3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3355_STAMPING: R5E T6N T5N S31 S32 S6 S5 1919
 AI3355_MARK LOGO: USGLO 
 AI3355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3355+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI3355
 AI3355  HISTORY     - Date     Condition        Report By
 AI3355  HISTORY     - 1919     MONUMENTED       USGLO
 AI3355  HISTORY     - 19990101 SEE DESCRIPTION  AZ-013
 AI3355  HISTORY     - 20000420 GOOD             MCDOT
 AI3355  HISTORY     - 20060925 GOOD             GEOCAC
 AI3355
 AI3355                          STATION DESCRIPTION
 AI3355
 AI3355'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999
 AI3355'STATION IS IN CAVE CREEK, ARIZONA.  OWNERSHIP- UNKNOWN.  TO REACH THE
 AI3355'STATION FROM THE INTERSECTION OF CAVE CREEK ROAD AND PIMA ROAD, GO
 AI3355'SOUTH ON PIMA ROAD FOR 0.3 MI (0.5 KM) TO STAGE COACH PASS, GO EAST ON
 AI3355'STAGECOACH PASS ROAD FOR 1.0 MI (1.6 KM) TO STATION.  MONUMENT IS A
 AI3355'BRASS CAP ON 1 INCH PIPE SET IN CONCRETE BASE, MONUMENT HEIGHT IS
 AI3355'APPROXIMATELY 1 FT (0.3 M) ABOVE NATURAL GROUND CONCRETE BASE MEASURES
 AI3355'APPROXIMATELY 1 FT (0.3 M) IN DIAMETER.  CAP INDICATES -US GENERAL
 AI3355'LAND OFFICE SURVEY, T5N, T6N, S32, S32, S6, S5.  DESCRIBED BY BRIAN
 AI3355'DALAGER.
 AI3355
 AI3355                          STATION RECOVERY (2000)
 AI3355
 AI3355'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 AI3355'RECOVERED AS DESCRIBED.
 AI3355
 AI3355                          STATION RECOVERY (2006)
 AI3355
 AI3355'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 AI3355'RECOVERED AS DESCRIBED, WITH THE EXCEPTION THAT THE MARK IS NOW ABOUT
 AI3355'TWO FEET SOUTH OF THE CURB, ABOUT TWO FEET BELOW THE SURFACE OF THE
 AI3355'ROAD, AND ABOUT 18 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1979 ***********************************************************************
 DV1979  DESIGNATION -  T6N R16 15W SECS 13 18 19 24
 DV1979  PID         -  DV1979
 DV1979  STATE/COUNTY-  AZ/LA PAZ
 DV1979  USGS QUAD   -  EAST OF UTTING (1990)
 DV1979
 DV1979                         *CURRENT SURVEY CONTROL
 DV1979  ___________________________________________________________________
 DV1979* NAD 83(1992)-  33 51 18.29792(N)    113 52 13.40119(W)     ADJUSTED  
 DV1979* NAVD 88     -       360.1    (meters)    1181.     (feet)  VERTCON   
 DV1979  ___________________________________________________________________
 DV1979  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 DV1979  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DV1979  HORZ ORDER  -  SECOND
 DV1979
 DV1979.The horizontal coordinates were established by classical geodetic methods
 DV1979.and adjusted by the National Geodetic Survey in August 1993.
 DV1979
 DV1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1979
 DV1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1979
 DV1979.The geoid height was determined by GEOID03.
 DV1979
 DV1979;                    North         East     Units Scale Factor Converg.
 DV1979;SPC AZ W     -   316,598.154   202,219.756   MT  0.99993486   -0 04 01.4
 DV1979;SPC AZ W     - 1,038,707.85    663,450.64   iFT  0.99993486   -0 04 01.4
 DV1979;UTM  12      - 3,749,795.755   234,434.027   MT  1.00046951   -1 36 00.0
 DV1979
 DV1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1979!SPC AZ W     -   0.99994835  x   0.99993486  =   0.99988321
 DV1979!UTM  12      -   0.99994835  x   1.00046951  =   1.00041783
 DV1979
 DV1979:                Primary Azimuth Mark                     Grid Az
 DV1979:SPC AZ W     -  UTTING                                   194 15 08.1
 DV1979:UTM  12      -  UTTING                                   195 47 06.7
 DV1979
 DV1979|---------------------------------------------------------------------|
 DV1979| PID    Reference Object                     Distance      Geod. Az  |
 DV1979|                                                           dddmmss.s |
 DV1979| DV1191 UTTING                              APPROX. 2.7 KM 1941106.7 |
 DV1979|---------------------------------------------------------------------|
 DV1979
 DV1979                          SUPERSEDED SURVEY CONTROL
 DV1979
 DV1979  NAD 83(1986)-  33 51 18.29467(N)    113 52 13.41178(W) AD(       ) 2
 DV1979  NAD 27      -  33 51 18.19800(N)    113 52 10.63300(W) AD(       ) 2
 DV1979  NGVD 29 (07/19/86)  359.4    (m)         1179.     (f) VERT ANG    3  
 DV1979
 DV1979.Superseded values are not recommended for survey control.
 DV1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1979.See file dsdata.txt to determine how the superseded data were derived.
 DV1979
 DV1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3443449796(NAD 83)
 DV1979_MARKER: P = PIPE CAP
 DV1979_SETTING: 0 = UNSPECIFIED SETTING
 DV1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1979+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 DV1979
 DV1979  HISTORY     - Date     Condition        Report By
 DV1979  HISTORY     - 1949     MONUMENTED       USGLO
 DV1979  HISTORY     - 20051003 GOOD             USPSQD
 DV1979
 DV1979                          STATION DESCRIPTION
 DV1979
 DV1979'DESCRIBED BY US GENERAL LAND OFFICE 1949 (DHK)
 DV1979'STATION IS LOCATED ON THE GENTLE SLOPE OF THE DESERT LYING
 DV1979'SOUTH OF THE GRANITE WASH HILLS, ABOUT 2 MILES NORTH OF UTTING
 DV1979'(SIGN BOARD) ON THE SANTA FE RAILROAD, 12 FEET WEST OF THE CENTER
 DV1979'LINE OF THE ROAD LEADING FROM UTTING TO BUTLER WELLS, AND 85
 DV1979'FEET WEST OF AN OLD CAR BODY.  STATION MARK IS A STANDARD
 DV1979'CAP OF THE U.S. GENERAL LAND OFFICE SET ON A SECTION OF 2-INCH
 DV1979'IRON PIPE SET IN CONCRETE.  THE MARK PROJECTS 1 FOOT AND
 DV1979'IS STAMPED,* T6N, R16W, R15W, S13, S18, S24, S19, AND DATED,
 DV1979'1923.
 DV1979'
 DV1979'NO REFERENCE MARKS WERE ESTABLISHED.  UTTING 1949 IS THE
 DV1979'AZIMUTH MARK.
 DV1979'
 DV1979'REACHED FROM VICKSBURG BY GOING NORTHWEST ON STATE HIGHWAY
 DV1979'72 FOR 10.15 MILES TO SANTE FE RAILROAD SIGNBOARD UTTING.
 DV1979'TURN RIGHT AND CROSS RAILROAD TRACK AND FOLLOW THE MAIN TRAVELED
 DV1979'TRACK ROAD IN A NORTHERLY DIRECTION FOR 1.7 MILES TO STATION
 DV1979'ON THE LEFT.
 DV1979'
 DV1979'*STAMPING DOES NOT AGREE WITH PLOT OF GEOGRAPHIC POSITION.
 DV1979
 DV1979                          STATION RECOVERY (2005)
 DV1979
 DV1979'RECOVERY NOTE BY US POWER SQUADRON 2005 (PS)
 DV1979'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1980 ***********************************************************************
 DV1980  DESIGNATION -  T6N R16W SECS 16 17 1/4 COR
 DV1980  PID         -  DV1980
 DV1980  STATE/COUNTY-  AZ/LA PAZ
 DV1980  USGS QUAD   -  UTTING (1990)
 DV1980
 DV1980                         *CURRENT SURVEY CONTROL
 DV1980  ___________________________________________________________________
 DV1980* NAD 83(1992)-  33 51 44.81972(N)    113 56 23.95232(W)     NO CHECK  
 DV1980* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 DV1980  ___________________________________________________________________
 DV1980  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DV1980  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DV1980  HORZ ORDER  -  SECOND
 DV1980
 DV1980.The horizontal coordinates were established by classical geodetic methods
 DV1980.and adjusted by the National Geodetic Survey in August 1993.
 DV1980.No horizontal observational check was made to the station.
 DV1980
 DV1980.The orthometric height was scaled from a topographic map.
 DV1980
 DV1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1980
 DV1980.The geoid height was determined by GEOID03.
 DV1980
 DV1980;                    North         East     Units Scale Factor Converg.
 DV1980;SPC AZ W     -   317,424.984   195,781.034   MT  0.99993714   -0 06 21.1
 DV1980;SPC AZ W     - 1,041,420.55    642,326.23   iFT  0.99993714   -0 06 21.1
 DV1980;UTM  12      - 3,750,795.111   228,016.173   MT  1.00051204   -1 38 21.0
 DV1980;UTM  11      - 3,751,119.481   783,091.660   MT  1.00058807   +1 42 22.2
 DV1980
 DV1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1980!SPC AZ W     -   0.99995314  x   0.99993714  =   0.99989028
 DV1980!UTM  12      -   0.99995314  x   1.00051204  =   1.00046515
 DV1980!UTM  11      -   0.99995314  x   1.00058807  =   1.00054118
 DV1980
 DV1980                          SUPERSEDED SURVEY CONTROL
 DV1980
 DV1980  NAD 83(1986)-  33 51 44.81702(N)    113 56 23.96240(W) AD(       ) 2
 DV1980  NAD 27      -  33 51 44.72900(N)    113 56 21.17500(W) AD(       ) 2
 DV1980
 DV1980.Superseded values are not recommended for survey control.
 DV1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1980.See file dsdata.txt to determine how the superseded data were derived.
 DV1980
 DV1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2801650795(NAD 83)
 DV1980_MARKER: DD = SURVEY DISK
 DV1980_SETTING: 0 = UNSPECIFIED SETTING
 DV1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1980
 DV1980  HISTORY     - Date     Condition        Report By
 DV1980  HISTORY     - 1956     MONUMENTED       USGLO
 DV1980  HISTORY     - 20071019 MARK NOT FOUND   GEOCAC
 DV1980
 DV1980                          STATION DESCRIPTION
 DV1980
 DV1980'DESCRIBED BY US GENERAL LAND OFFICE 1956
 DV1980'THE STATION IS A U.S. GENERAL LAND OFFICE
 DV1980'SURVEY MARK, WHICH IS 12 FEET WEST OF THE CENTER OF THE BLADED
 DV1980'ROAD.  THE LAND OFFICE MARK IS FASTENED TO A 1-1/2 INCH IRON
 DV1980'PIPE.  THE PIPE PROJECTS 12 INCHES AND THE DISK IS STAMPED
 DV1980'S 17 S 16 1923.
 DV1980'
 DV1980'TO REACH STATION LORAC NORTH FROM THE POST OFFICE IN BOUSE GO
 DV1980'SOUTHEAST ON STATE HIGHWAY 72 FOR 5.5 MILES TO A SIDE ROAD RIGHT, TURN
 DV1980'RIGHT ACROSS THE CATTLE GUARD AND FOLLOW BLADED ROAD SOUTHWEST
 DV1980'AND SOUTH FOR 1.0 MILE TO STATION LORAC NORTH ON THE LEFT.
 DV1980
 DV1980                          STATION RECOVERY (2007)
 DV1980
 DV1980'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1980'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO A PAVED ROAD
 DV1980'WITH A HEAVILY GRADED SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1946 ***********************************************************************
 CZ1946  DESIGNATION -  T6S R10E SECS 5 6 7 8=STACK
 CZ1946  PID         -  CZ1946
 CZ1946  STATE/COUNTY-  AZ/PINAL
 CZ1946  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1946
 CZ1946                         *CURRENT SURVEY CONTROL
 CZ1946  ___________________________________________________________________
 CZ1946* NAD 83(1992)-  32 55 20.12756(N)    111 20 45.01691(W)     ADJUSTED  
 CZ1946* NAVD 88     -       534.3    (meters)    1753.     (feet)  VERTCON   
 CZ1946  ___________________________________________________________________
 CZ1946  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CZ1946  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CZ1946  HORZ ORDER  -  FIRST
 CZ1946
 CZ1946.The horizontal coordinates were established by classical geodetic methods
 CZ1946.and adjusted by the National Geodetic Survey in August 1993.
 CZ1946
 CZ1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1946
 CZ1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1946
 CZ1946.The geoid height was determined by GEOID03.
 CZ1946
 CZ1946;                    North         East     Units Scale Factor Converg.
 CZ1946;SPC AZ C     -   213,275.030   266,747.531   MT  0.99993513   +0 18 36.9
 CZ1946;SPC AZ C     -   699,721.23    875,155.94   iFT  0.99993513   +0 18 36.9
 CZ1946;UTM  12      - 3,642,721.513   467,664.868   MT  0.99961289   -0 11 16.7
 CZ1946
 CZ1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1946!SPC AZ C     -   0.99992073  x   0.99993513  =   0.99985587
 CZ1946!UTM  12      -   0.99992073  x   0.99961289  =   0.99953365
 CZ1946
 CZ1946|---------------------------------------------------------------------|
 CZ1946| PID    Reference Object                     Distance      Geod. Az  |
 CZ1946|                                                           dddmmss.s |
 CZ1946| CH5489 STACK RM 1                           12.960 METERS 00047     |
 CZ1946| CH5490 STACK RM 2                           12.230 METERS 09420     |
 CZ1946| CH5488 T6S R10E SECS 7 8 1/4 COR                          1795520.0 |
 CZ1946| CH5487 T6S R10E SECS 5 6 1/4 COR                          3595815.5 |
 CZ1946|---------------------------------------------------------------------|
 CZ1946
 CZ1946                          SUPERSEDED SURVEY CONTROL
 CZ1946
 CZ1946  NAD 83(1986)-  32 55 20.12003(N)    111 20 45.01659(W) AD(       ) 1
 CZ1946  NAD 27      -  32 55 19.88600(N)    111 20 42.60200(W) AD(       ) 1
 CZ1946  NGVD 29 (07/19/86)  533.8    (m)         1751.     (f) VERT ANG    3  
 CZ1946
 CZ1946.Superseded values are not recommended for survey control.
 CZ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1946.See file dsdata.txt to determine how the superseded data were derived.
 CZ1946
 CZ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6766542722(NAD 83)
 CZ1946_MARKER: P = PIPE CAP
 CZ1946_SETTING: 0 = UNSPECIFIED SETTING
 CZ1946
 CZ1946  HISTORY     - Date     Condition        Report By
 CZ1946  HISTORY     - 1935     MONUMENTED       USGLO
 CZ1946  HISTORY     - 1972     GOOD             AZHD
 CZ1946  HISTORY     - 1977     GOOD             NGS
 CZ1946
 CZ1946                          STATION DESCRIPTION
 CZ1946
 CZ1946'DESCRIBED BY US GENERAL LAND OFFICE 1935 (EBL)
 CZ1946'ABOUT 7 MILES SOUTH AND 2 MILES EAST OF FLORENCE ON BRUSH-COVERED
 CZ1946'FLATS, ON THE EAST SIDE OF A NORTH-SOUTH SECTION-LINE TRACK
 CZ1946'ROAD, AT THE CORNER OF SECS. 5, 6, 7, AND 8, T. 6 S., R. 10
 CZ1946'THE STATION MARK IS A PIPE WITH STANDARD GENERAL LAND OFFICE
 CZ1946'BRONZE CAP STAMPED S. 5, 6, 7, 8.  T. 6 S., R. 10 E., 1930
 CZ1946'AND ALSO STACK U.S.C. AND G.S.-1935.  THE MARK PROJECTS 5
 CZ1946'INCHES AND IS SET IN A 10-INCH BLOCK OF CONCRETE.  REFERENCE
 CZ1946'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 CZ1946'12.948 METERS (42.48 FEET) FROM STATION  N 00 DEG
 CZ1946'48 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ1946'DISK IS 12.291 METERS (40.32 FEET) FROM STATION
 CZ1946'S 85 DEG 40 MIN E.  THE AZIMUTH MARK, A PIPE WITH
 CZ1946'A STANDARD GENERAL LAND OFFICE BRONZE CAP AT THE 1/4
 CZ1946'SECTIONS OF 5 AND 6, IS ONE-HALF MILE FROM STATION IN
 CZ1946'N 00 DEG 01 MIN 41 SEC W.
 CZ1946
 CZ1946                          STATION RECOVERY (1972)
 CZ1946
 CZ1946'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1946'GENERAL LOCATION 10 MILES EAST AND 3-1/2 MILES SOUTH OF COOLIDGE
 CZ1946'
 CZ1946'STATION MARK USGLO BRASS CAP IN CONC POST.
 CZ1946'
 CZ1946'REFERENCE MARKS USC AND GS BRASS CAPS IN CONC POSTS.  R.M. 1
 CZ1946'NEW DISTANCE 42.59 FT N.  R.M. 2 NEW DISTANCE 40.10 FT E.
 CZ1946
 CZ1946                          STATION RECOVERY (1977)
 CZ1946
 CZ1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1946'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 CZ1946'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND A NEW AZIMUTH
 CZ1946'MARK WAS ESTABLISHED AT THIS TIME.
 CZ1946'
 CZ1946'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287 AND U.S.
 CZ1946'HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, TRAVEL SOUTH ON HWY. 80-89
 CZ1946'TO MILE POST 124.5 AND A WELL TRAVELED ROAD ON THE RIGHT, WEST.
 CZ1946'TURN RIGHT AND FOLLOW THIS SECTION LINE ROAD FOR APPROX. 2.7 MILES
 CZ1946'PASSING 2 SECTION CORNERS, THE 3RD BEING THE STATION.
 CZ1946'
 CZ1946'THE STATION IS A GLO BRONZE CAP STAMPED 6, 5, 7, 8, T6S, R10E 1930
 CZ1946'ALSO STAMPED STACK USC AND GS 1935 AND IS SET IN A SQUARE DOME
 CZ1946'CONCRETE MONUMENT PROJECTING 0.3 FEET.
 CZ1946'
 CZ1946'THE AZIMUTH MARK IS A GLO 1/4 CORNER STAMPED US GLO 1/4 S7, S8 AND IS
 CZ1946'SET ON A ONE INCH PIPE.  MARK IS 1/2 MILE SOUTH OF STATION STACK.
 CZ1946'
 CZ1946'HEIGHT OF LIGHT ABOVE STATION MARK 16.21 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0004 ***********************************************************************
 DA0004  DESIGNATION -  T6S R1E SECS 17 18 19 20
 DA0004  PID         -  DA0004
 DA0004  STATE/COUNTY-  AZ/MARICOPA
 DA0004  USGS QUAD   -  CONLEY WELL (1979)
 DA0004
 DA0004                         *CURRENT SURVEY CONTROL
 DA0004  ___________________________________________________________________
 DA0004* NAD 83(1986)-  32 53 54.     (N)    112 17 23.     (W)     SCALED    
 DA0004* NAVD 88     -       518.35   (+/-2cm)    1700.6    (feet)  VERTCON   
 DA0004  ___________________________________________________________________
 DA0004  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0004
 DA0004.The horizontal coordinates were scaled from a topographic map and have
 DA0004.an estimated accuracy of +/- 6 seconds.
 DA0004
 DA0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0004.The vertical order pertains to the NGVD 29 superseded value.
 DA0004
 DA0004.The geoid height was determined by GEOID03.
 DA0004
 DA0004;                    North         East    Units  Estimated Accuracy
 DA0004;SPC AZ C     -   210,540.      178,460.      MT  (+/- 180 meters Scaled)
 DA0004
 DA0004                          SUPERSEDED SURVEY CONTROL
 DA0004
 DA0004  NGVD 29 (??/??/92)  517.70   (m)         1698.5    (f) COMPUTED    2 0
 DA0004
 DA0004.Superseded values are not recommended for survey control.
 DA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0004.See file dsdata.txt to determine how the superseded data were derived.
 DA0004
 DA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB793407(NAD 83)
 DA0004_MARKER: DD = SURVEY DISK
 DA0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0004_STAMPING: SECS 18 17 19 20 1916
 DA0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0004+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0004
 DA0004  HISTORY     - Date     Condition        Report By
 DA0004  HISTORY     - 1916     MONUMENTED       USGLO
 DA0004  HISTORY     - 1977     GOOD             USGS
 DA0004  HISTORY     - 20080418 GOOD             GEOCAC
 DA0004
 DA0004                          STATION DESCRIPTION
 DA0004
 DA0004'DESCRIBED BY US GENERAL LAND OFFICE 1916
 DA0004'29.2 MI NE FROM GILA.
 DA0004'29.2 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0004'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0004'MILES EAST ALONG STATE HIGHWAY 84, THENCE 3.9 MILES NORTH ALONG A DIRT
 DA0004'ROAD LEADING TO MOBILE.  IT IS AT A ROAD INTERSECTION, 6 FEET NORTH OF
 DA0004'THE EAST-AND-WEST ROAD, AND 6 FEET WEST OF THE CENTERLINE OF THE
 DA0004'NORTH-AND-SOUTH ROAD.  A U.S. GENERAL LAND OFFICE STANDARD DISK,
 DA0004'STAMPED SECS 18 17 19 20 1916 AND RIVETED ON THE TOP OF A 1-1/2 INCH
 DA0004'IRON PIPE.
 DA0004
 DA0004                          STATION RECOVERY (1977)
 DA0004
 DA0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0004'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0004'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0004'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0004'LINE RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI. A
 DA0004'GLO BRASS CAP ON IRON PIPE PROJECTION 1 FOOT ABOVE THE GROUND.
 DA0004
 DA0004                          STATION RECOVERY (2008)
 DA0004
 DA0004'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0004'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0004'32 53 54.7 (N)   112 17 22.2 (W)  (NAD 83).
 DA0004' 
 DA0004'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF VEKOL ROAD
 DA0004'AND INTERSTATE HIGHWAY 8 TAKE VEKOL HIGHWAY NORTH FOR 1.9 MILES TO
 DA0004'VISTA AVENUE. TURN LEFT ON VISTA AVENUE AND GO WEST THROUGH THE GATE
 DA0004'AND ON THE INCREASINGLY DIM TRACK ROAD FOR 1.9 MILES TO ANOTHER DIM
 DA0004'TRACK ROAD. TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.1
 DA0004'MILES TO ANOTHER DIM TRACK ROAD.
 DA0004'TURN LEFT AND GO WEST ON THE DIM TRACK TOAD FOR 0.1 MILES TO A DIRT
 DA0004'ROAD. TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR 2.0 MILES TO THE
 DA0004'STATION ON THE LEFT. TRAVEL WITH A HIGH CLEARANCE VEHICLE IS
 DA0004'RECOMMENDED ON THE DIM ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0002 ***********************************************************************
 DA0002  DESIGNATION -  T6S R1E SECS 29 30 31 32
 DA0002  PID         -  DA0002
 DA0002  STATE/COUNTY-  AZ/MARICOPA
 DA0002  USGS QUAD   -  LOST HORSE PEAK (1979)
 DA0002
 DA0002                         *CURRENT SURVEY CONTROL
 DA0002  ___________________________________________________________________
 DA0002* NAD 83(1986)-  32 52 09.     (N)    112 17 22.     (W)     SCALED    
 DA0002* NAVD 88     -       525.13   (+/-2cm)    1722.9    (feet)  VERTCON   
 DA0002  ___________________________________________________________________
 DA0002  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0002
 DA0002.The horizontal coordinates were scaled from a topographic map and have
 DA0002.an estimated accuracy of +/- 6 seconds.
 DA0002
 DA0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0002.The vertical order pertains to the NGVD 29 superseded value.
 DA0002
 DA0002.The geoid height was determined by GEOID03.
 DA0002
 DA0002;                    North         East    Units  Estimated Accuracy
 DA0002;SPC AZ C     -   207,310.      178,480.      MT  (+/- 180 meters Scaled)
 DA0002
 DA0002                          SUPERSEDED SURVEY CONTROL
 DA0002
 DA0002  NGVD 29 (??/??/92)  524.48   (m)         1720.7    (f) COMPUTED    2 0
 DA0002
 DA0002.Superseded values are not recommended for survey control.
 DA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0002.See file dsdata.txt to determine how the superseded data were derived.
 DA0002
 DA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB793375(NAD 83)
 DA0002_MARKER: DD = SURVEY DISK
 DA0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0002_STAMPING: T 6 S R1E SECS 30 29 31 32 1916
 DA0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0002
 DA0002  HISTORY     - Date     Condition        Report By
 DA0002  HISTORY     - 1916     MONUMENTED       USGLO
 DA0002  HISTORY     - 1977     GOOD             USGS
 DA0002  HISTORY     - 20080418 MARK NOT FOUND   GEOCAC
 DA0002
 DA0002                          STATION DESCRIPTION
 DA0002
 DA0002'DESCRIBED BY US GENERAL LAND OFFICE 1916
 DA0002'27.2 MI NE FROM GILA.
 DA0002'27.2 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0002'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0002'MILES EAST ALONG STATE HIGHWAY 84, THENCE 1.9 MILES NORTH ALONG A DIRT
 DA0002'ROAD LEADING TO MOBILE.  IT IS 0.5 MILE SOUTH OF A RANCH HOUSE, AND 8
 DA0002'FEET WEST OF THE CENTERLINE OF THE ROAD.  A U.S. GENERAL LAND OFFICE
 DA0002'STANDARD DISK, STAMPED T 6 S R1E SECS 30 29 31 32 1916 AND RIVETED ON
 DA0002'THE TOP OF A 1-1/2 INCH IRON PIPE.
 DA0002
 DA0002                          STATION RECOVERY (1977)
 DA0002
 DA0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0002'MAY BE REACHED FROM GILA BEND BY GOING E. 28 MI ALONG INTERSTATE HWY.
 DA0002'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0002'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0002'LINE RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0002'THENCE N. ALONG A SECTION LINE RD. FOR 4.0 MI. A GLO BRASS CAP ON
 DA0002'IRON PIPE PROJECTION 1 FOOT ABOVE THE GROUND.
 DA0002
 DA0002                          STATION RECOVERY (2008)
 DA0002
 DA0002'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0002'DID NOT FIND THE MARK. DID NOT IDENTIFY THE DESCRIBED ROAD, SO
 DA0002'SEARCHED THE AREA IDENTIFIED BY THE SCALED COORDINATES BY FOOT, BUT
 DA0002'DID NOT LOCATE THE MARK. THE MARK MAY BE HIDDEN OR BURIED UNDER THE
 DA0002'VEGETATION OR IN THE SMALL WASHES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0006 ***********************************************************************
 DA0006  DESIGNATION -  T6S R1E SECS 5 6 7 8
 DA0006  PID         -  DA0006
 DA0006  STATE/COUNTY-  AZ/MARICOPA
 DA0006  USGS QUAD   -  CONLEY WELL (1979)
 DA0006
 DA0006                         *CURRENT SURVEY CONTROL
 DA0006  ___________________________________________________________________
 DA0006* NAD 83(1986)-  32 55 38.     (N)    112 17 23.     (W)     SCALED    
 DA0006* NAVD 88     -       509.31   (+/-2cm)    1671.0    (feet)  VERTCON   
 DA0006  ___________________________________________________________________
 DA0006  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0006
 DA0006.The horizontal coordinates were scaled from a topographic map and have
 DA0006.an estimated accuracy of +/- 6 seconds.
 DA0006
 DA0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0006.The vertical order pertains to the NGVD 29 superseded value.
 DA0006
 DA0006.The geoid height was determined by GEOID03.
 DA0006
 DA0006;                    North         East    Units  Estimated Accuracy
 DA0006;SPC AZ C     -   213,740.      178,470.      MT  (+/- 180 meters Scaled)
 DA0006
 DA0006                          SUPERSEDED SURVEY CONTROL
 DA0006
 DA0006  NGVD 29 (??/??/92)  508.667  (m)         1668.85   (f) ADJ UNCH    2 0
 DA0006
 DA0006.Superseded values are not recommended for survey control.
 DA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0006.See file dsdata.txt to determine how the superseded data were derived.
 DA0006
 DA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB794439(NAD 83)
 DA0006_MARKER: DD = SURVEY DISK
 DA0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0006_STAMPING: T6S R1E SECS 6578 1916
 DA0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0006+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DA0006
 DA0006  HISTORY     - Date     Condition        Report By
 DA0006  HISTORY     - 1916     MONUMENTED       USGLO
 DA0006  HISTORY     - 1977     GOOD             USGS
 DA0006  HISTORY     - 20080418 GOOD             GEOCAC
 DA0006
 DA0006                          STATION DESCRIPTION
 DA0006
 DA0006'DESCRIBED BY US GENERAL LAND OFFICE 1916
 DA0006'31.1 MI NE FROM GILA.
 DA0006'31.1 MILES NORTHEAST OF GILA, MARICOPA COUNTY.  THIS BENCH MARK MAY BE
 DA0006'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 25.3
 DA0006'MILES EAST ALONG STATE HIGHWAY 84, THENCE 5.8 MILES NORTH ALONG A DIRT
 DA0006'ROAD LEADING TO MOBILE.  IT IS 15 FEET SOUTH OF THE CENTER OF A WASH,
 DA0006'AND 6 FEET WEST OF THE CENTERLINE OF THE ROAD.  A U.S. GENERAL LAND
 DA0006'OFFICE STANDARD DISK, STAMPED T6S R1E SECS 6578 1916 AND RIVETED ON
 DA0006'THE TOP OF A 1-1/2 INCH IRON PIPE.
 DA0006
 DA0006                          STATION RECOVERY (1977)
 DA0006
 DA0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0006'MAY BE REACHED FROM GILA BEND BY GOING 28 MI E. ALONG INTERSTATE HWY.
 DA0006'8 TO THE VEKOL OVERPASS, THENCE N. ALONG VEKOL RD. FOR 2.8 MI, THENCE
 DA0006'W. ALONG A SECTION LINE RD. FOR 0.8 MI, THENCE N. ALONG A SECTION
 DA0006'LINE RD. FOR 1.0 MI, THENCE W. ALONG A SECTION LINE RD. FOR 1.0 MI,
 DA0006'THENCE N. ALONG A SECTION LINE RD. FOR 2.0 MI. A GLO BRASS CAP ON
 DA0006'IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 DA0006
 DA0006                          STATION RECOVERY (2008)
 DA0006
 DA0006'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DA0006'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0006'THE DESCRIPTION - THE DISK HAS 1993 STAMPED ABOVE 1916 AND IT IS 12.0
 DA0006'FEET SOUTH OF A FENCE WITH A GATE. HANDHELD COORDINATES
 DA0006'32 55 39.2 (N)   112 17 22.3 (W)  (NAD 83).
 DA0006' 
 DA0006'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE JUNCTION OF VEKOL ROAD
 DA0006'AND INTERSTATE HIGHWAY 8 TAKE VEKOL HIGHWAY NORTH FOR 1.9 MILES TO
 DA0006'VISTA AVENUE. TURN LEFT ON VISTA AVENUE AND GO WEST THROUGH THE GATE
 DA0006'AND ON THE INCREASINGLY DIM TRACK ROAD FOR 1.9 MILES TO ANOTHER DIM
 DA0006'TRACK ROAD. TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.1
 DA0006'MILES TO ANOTHER DIM TRACK ROAD.
 DA0006'TURN LEFT AND GO WEST ON THE DIM TRACK TOAD FOR 0.1 MILES TO A DIRT
 DA0006'ROAD. TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR 4.0 MILES TO THE
 DA0006'STATION ON THE LEFT. TRAVEL WITH A HIGH CLEARANCE VEHICLE IS
 DA0006'RECOMMENDED ON THE DIM ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0737 ***********************************************************************
 DA0737  DESIGNATION -  T7 6S R10 9W SECS 1 6 31 36
 DA0737  PID         -  DA0737
 DA0737  STATE/COUNTY-  AZ/MARICOPA
 DA0737  USGS QUAD   -  SENTINEL (1986)
 DA0737
 DA0737                         *CURRENT SURVEY CONTROL
 DA0737  ___________________________________________________________________
 DA0737* NAD 83(1986)-  32 51 15.     (N)    113 13 55.     (W)     SCALED    
 DA0737* NAVD 88     -       206.593  (meters)     677.80   (feet)  ADJUSTED  
 DA0737  ___________________________________________________________________
 DA0737  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DA0737  DYNAMIC HT  -         206.354 (meters)     677.01  (feet)  COMP
 DA0737  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 DA0737
 DA0737  VERT ORDER  -  FIRST     CLASS II
 DA0737
 DA0737.The horizontal coordinates were scaled from a topographic map and have
 DA0737.an estimated accuracy of +/- 6 seconds.
 DA0737
 DA0737.The orthometric height was determined by differential leveling
 DA0737.and adjusted in June 1991.
 DA0737
 DA0737.The geoid height was determined by GEOID03.
 DA0737
 DA0737.The dynamic height is computed by dividing the NAVD 88
 DA0737.geopotential number by the normal gravity value computed on the
 DA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0737.degrees latitude (g = 980.6199 gals.).
 DA0737
 DA0737.The modeled gravity was interpolated from observed gravity values.
 DA0737
 DA0737;                    North         East    Units  Estimated Accuracy
 DA0737;SPC AZ C     -   206,350.       90,250.      MT  (+/- 180 meters Scaled)
 DA0737
 DA0737                          SUPERSEDED SURVEY CONTROL
 DA0737
 DA0737  NGVD 29 (??/??/92)  205.997  (m)          675.84   (f) ADJ UNCH    1 2
 DA0737
 DA0737.Superseded values are not recommended for survey control.
 DA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0737.See file dsdata.txt to determine how the superseded data were derived.
 DA0737
 DA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB911373(NAD 83)
 DA0737_MARKER: DD = SURVEY DISK
 DA0737_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA0737+WITH SETTING: INTO GROUND
 DA0737_STAMPING: T6S R10W R9W S36 S31 S1 S6 T7S 1932
 DA0737_MARK LOGO: USGLO 
 DA0737_PROJECTION: PROJECTING 5 CENTIMETERS
 DA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0737+STABILITY: SURFACE MOTION
 DA0737
 DA0737  HISTORY     - Date     Condition        Report By
 DA0737  HISTORY     - 1932     MONUMENTED       USGLO
 DA0737  HISTORY     - 1952     GOOD             NGS
 DA0737  HISTORY     - 1966     GOOD             NGS
 DA0737  HISTORY     - 1980     GOOD             NGS
 DA0737  HISTORY     - 1980     GOOD             NGS
 DA0737
 DA0737                          STATION DESCRIPTION
 DA0737
 DA0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0737'1.3 MI W FROM SENTINEL.
 DA0737'1.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0737'WATER TANK AT SENTINEL, 3 1/2 TELEPHONE POLES SOUTH OF MILEPOST 825
 DA0737'INCIRCLED BY A ROCK CAIRN, 185 FEET WEST OF THE WEST RAIL, 182 FEET
 DA0737'WEST OF THE WEST EDGE OF BRIDGE NO. 824.89, ABOUT 2 FEET LOWER THAN
 DA0737'THE TRACK, AND RIVETED ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.2
 DA0737'FOOT ABOVE A CAIRN.
 DA0737
 DA0737                          STATION RECOVERY (1966)
 DA0737
 DA0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DA0737'RECOVERED IN GOOD CONDITION.
 DA0737
 DA0737                          STATION RECOVERY (1980)
 DA0737
 DA0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0737'1.85 KM (1.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0737'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM
 DA0737'(0.1 MI) SOUTHWEST OF RAILROAD MILEPOLE 825, 56.4 METERS (185 FT)
 DA0737'NORTHWEST OF THE NORTHWEST RAIL, 64.0 METERS (210 FT) NORTH OF THE
 DA0737'RAILROAD SEMAPHORE NUMBER 8250, 55.5 METERS (182 FT) NORTHWEST OF
 DA0737'THE NORTHWEST CORNER OF RAILROAD BRIDGE NUMBER 824.89. NOTE-THE MARK
 DA0737'IS SURROUNDED BY A ROCK CAIRN.
 DA0737'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 DA0737'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0737
 DA0737                          STATION RECOVERY (1980)
 DA0737
 DA0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0737'1.85 KM (1.15 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0737'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM
 DA0737'(0.1 MI) SOUTHWEST OF RAILROAD MILEPOLE 825, 56.4 METERS (185 FT)
 DA0737'NORTHWEST OF THE NORTHWEST RAIL, 64.0 METERS (210 FT) NORTH OF THE
 DA0737'RAILROAD SEMAPHORE NUMBER 8250, 55.5 METERS (182 FT) NORTHWEST OF
 DA0737'THE NORTHWEST CORNER OF RAILROAD BRIDGE NUMBER 824.89. NOTE-THE MARK
 DA0737'IS SURROUNDED BY A ROCK CAIRN.
 DA0737'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 DA0737'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1397 ***********************************************************************
 DA1397  DESIGNATION -  T7 6S R11 10W SECS 1 6 31 36
 DA1397  PID         -  DA1397
 DA1397  STATE/COUNTY-  AZ/YUMA
 DA1397  USGS QUAD   -  AZTEC SE (1982)
 DA1397
 DA1397                         *CURRENT SURVEY CONTROL
 DA1397  ___________________________________________________________________
 DA1397* NAD 83(1992)-  32 51 18.56285(N)    113 20 05.61628(W)     ADJUSTED  
 DA1397* NAVD 88     -       167.02   (+/-2cm)     548.0    (feet)  VERTCON   
 DA1397  ___________________________________________________________________
 DA1397  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DA1397  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA1397  HORZ ORDER  -  SECOND
 DA1397  VERT ORDER  -  THIRD ? (See Below)
 DA1397
 DA1397.The horizontal coordinates were established by classical geodetic methods
 DA1397.and adjusted by the National Geodetic Survey in August 1993.
 DA1397
 DA1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1397.The vertical order pertains to the NGVD 29 superseded value.
 DA1397
 DA1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1397
 DA1397.The geoid height was determined by GEOID03.
 DA1397
 DA1397;                    North         East     Units Scale Factor Converg.
 DA1397;SPC AZ W     -   205,772.744   252,213.858   MT  0.99995194   +0 13 30.7
 DA1397;SPC AZ W     -   675,107.43    827,473.29   iFT  0.99995194   +0 13 30.7
 DA1397;SPC AZ C     -   206,580.950    80,613.669   MT  1.00011722   -0 46 10.3
 DA1397;SPC AZ C     -   677,759.02    264,480.54   iFT  1.00011722   -0 46 10.3
 DA1397;UTM  12      - 3,637,645.874   281,503.221   MT  1.00018870   -1 16 02.0
 DA1397
 DA1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1397!SPC AZ W     -   0.99997881  x   0.99995194  =   0.99993075
 DA1397!SPC AZ C     -   0.99997881  x   1.00011722  =   1.00009603
 DA1397!UTM  12      -   0.99997881  x   1.00018870  =   1.00016750
 DA1397
 DA1397                          SUPERSEDED SURVEY CONTROL
 DA1397
 DA1397  NAD 83(1986)-  32 51 18.55737(N)    113 20 05.62235(W) AD(       ) 2
 DA1397  NAD 27      -  32 51 18.38100(N)    113 20 02.95000(W) AD(       ) 2
 DA1397  NGVD 29 (07/19/86)  166.45   (m)          546.1    (f) LEVELING    3  
 DA1397
 DA1397.Superseded values are not recommended for survey control.
 DA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1397.See file dsdata.txt to determine how the superseded data were derived.
 DA1397
 DA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB8150337646(NAD 83)
 DA1397_MARKER: DD = SURVEY DISK
 DA1397_SETTING: 0 = UNSPECIFIED SETTING
 DA1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1397
 DA1397  HISTORY     - Date     Condition        Report By
 DA1397  HISTORY     - 1934     MONUMENTED       USGLO
 DA1397
 DA1397                          STATION DESCRIPTION
 DA1397
 DA1397'DESCRIBED BY US GENERAL LAND OFFICE 1934
 DA1397'STATION MARK IS A GENERAL LAND OFFICE CORNER 347.99
 DA1397'FEET DUE W OF STATION.  IT WORKS THE CORNER OF SECTIONS 36,
 DA1397'31, 1, AND 6.  WATER AT SENTINEL, SUPPLIES AT GILA BEND.
 DA1397'
 DA1397'TOWNSHIP 6S, R 11 W, AND TOWNSHIP 7S, R 10 W.
 DA1397'
 DA1397'STATION LINE REACHED AS FOLLOWS.  FROM SENTINEL ON U.S. HIGHWAY
 DA1397'80, GO W 7.2 MILES TO THE COUNTY LINE, TURN RIGHT, N, OFF
 DA1397'U.S. HIGHWAY 80 ON DIRT ROAD, GO 1.1 MILES TO COUNTY BOUNDARY
 DA1397'POSTS ON THE RIGHT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0721 ***********************************************************************
 DA0721  DESIGNATION -  T7S R10W SECS 6 7 CC
 DA0721  PID         -  DA0721
 DA0721  STATE/COUNTY-  AZ/YUMA
 DA0721  USGS QUAD   -  AZTEC SE (1982)
 DA0721
 DA0721                         *CURRENT SURVEY CONTROL
 DA0721  ___________________________________________________________________
 DA0721* NAD 83(1986)-  32 50 17.     (N)    113 20 02.     (W)     SCALED    
 DA0721* NAVD 88     -       167.02   (+/-2cm)     548.0    (feet)  VERTCON   
 DA0721  ___________________________________________________________________
 DA0721  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA0721  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0721
 DA0721.The horizontal coordinates were scaled from a topographic map and have
 DA0721.an estimated accuracy of +/- 6 seconds.
 DA0721
 DA0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0721.The vertical order pertains to the NGVD 29 superseded value.
 DA0721
 DA0721.The geoid height was determined by GEOID03.
 DA0721
 DA0721;                    North         East    Units  Estimated Accuracy
 DA0721;SPC AZ W     -   203,880.      252,320.      MT  (+/- 180 meters Scaled)
 DA0721
 DA0721                          SUPERSEDED SURVEY CONTROL
 DA0721
 DA0721  NGVD 29 (??/??/92)  166.454  (m)          546.11   (f) ADJ UNCH    1 2
 DA0721
 DA0721.Superseded values are not recommended for survey control.
 DA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0721.See file dsdata.txt to determine how the superseded data were derived.
 DA0721
 DA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB815357(NAD 83)
 DA0721_MARKER: P = PIPE CAP
 DA0721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0721_STAMPING: 7ST7S 1932 11W S6 CC S12 S7 R10W
 DA0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0721
 DA0721  HISTORY     - Date     Condition        Report By
 DA0721  HISTORY     - 1932     MONUMENTED       USGLO
 DA0721  HISTORY     - 1952     GOOD             NGS
 DA0721
 DA0721                          STATION DESCRIPTION
 DA0721
 DA0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0721'6.4 MI E FROM AZTEC.
 DA0721'6.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD AND UNITED
 DA0721'STATES HIGHWAY 80 FROM THE WATER TANK AT AZTEC, THENCE 0.1 MILE NORTH
 DA0721'ALONG A FENCE, ABOUT 0.1 MILE WEST OF BOUNDARY LINE OF MARICOPA AND
 DA0721'YUMA COUNTIES, MARK IS R.M. NO. 2 FOR TRIANGULATION STATION BOUNDARY,
 DA0721'0.8 FOOT NORTH OF A POST, 0.2 FOOT WEST OF THE FENCE, 1 1/2 FEET WEST
 DA0721'OF A ROCK CAIRN, AND SET IN THE TOP OF AN IRON PIPE PROJECTING 0.6
 DA0721'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1127 ***********************************************************************
 CZ1127  DESIGNATION -  T7S R3 4E SECS 1 6 7 12
 CZ1127  PID         -  CZ1127
 CZ1127  STATE/COUNTY-  AZ/PINAL
 CZ1127  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1127
 CZ1127                         *CURRENT SURVEY CONTROL
 CZ1127  ___________________________________________________________________
 CZ1127* NAD 83(1986)-  32 50 25.     (N)    111 59 52.     (W)     SCALED    
 CZ1127* NAVD 88     -       423.94   (+/-2cm)    1390.9    (feet)  VERTCON   
 CZ1127  ___________________________________________________________________
 CZ1127  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1127
 CZ1127.The horizontal coordinates were scaled from a topographic map and have
 CZ1127.an estimated accuracy of +/- 6 seconds.
 CZ1127
 CZ1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1127.The vertical order pertains to the NGVD 29 superseded value.
 CZ1127
 CZ1127.The geoid height was determined by GEOID03.
 CZ1127
 CZ1127;                    North         East    Units  Estimated Accuracy
 CZ1127;SPC AZ C     -   204,040.      205,770.      MT  (+/- 180 meters Scaled)
 CZ1127
 CZ1127                          SUPERSEDED SURVEY CONTROL
 CZ1127
 CZ1127  NGVD 29 (??/??/92)  423.35   (m)         1388.9    (f) COMPUTED    2 0
 CZ1127
 CZ1127.Superseded values are not recommended for survey control.
 CZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1127.See file dsdata.txt to determine how the superseded data were derived.
 CZ1127
 CZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB066340(NAD 83)
 CZ1127_MARKER: P = PIPE CAP
 CZ1127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1127_STAMPING: T7S R3E R4E S1 S6 S12 S7 1915
 CZ1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1127
 CZ1127  HISTORY     - Date     Condition        Report By
 CZ1127  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1127  HISTORY     - 1951     GOOD             NGS
 CZ1127  HISTORY     - 1960     GOOD             NGS
 CZ1127
 CZ1127                          STATION DESCRIPTION
 CZ1127
 CZ1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1127'4.2 MI S FROM STANFIELD.
 CZ1127'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1127'STANFIELD, THENCE 2.8 MILES SOUTH ALONG THE WHITE-PARKER ROAD, AT THE
 CZ1127'JUNCTION OF A TRACK ROAD LEADING EAST, AT A GATE, 38.2 FEET NORTHEAST
 CZ1127'OF B.M. L297, 22 FEET EAST OF THE CENTER LINE OF THE WHITE-PARKER
 CZ1127'ROAD, 10 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, A BRASS CAP
 CZ1127'RIVETED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 CZ1127'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1127
 CZ1127                          STATION RECOVERY (1960)
 CZ1127
 CZ1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1218 ***********************************************************************
 CZ1218  DESIGNATION -  T7S R4E SEC 36 CC
 CZ1218  PID         -  CZ1218
 CZ1218  STATE/COUNTY-  AZ/PINAL
 CZ1218  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1218
 CZ1218                         *CURRENT SURVEY CONTROL
 CZ1218  ___________________________________________________________________
 CZ1218* NAD 83(1986)-  32 46 03.     (N)    111 52 38.     (W)     SCALED    
 CZ1218* NAVD 88     -       423.89   (+/-2cm)    1390.7    (feet)  VERTCON   
 CZ1218  ___________________________________________________________________
 CZ1218  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1218
 CZ1218.The horizontal coordinates were scaled from a topographic map and have
 CZ1218.an estimated accuracy of +/- 6 seconds.
 CZ1218
 CZ1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1218.The vertical order pertains to the NGVD 29 superseded value.
 CZ1218
 CZ1218.The geoid height was determined by GEOID03.
 CZ1218
 CZ1218;                    North         East    Units  Estimated Accuracy
 CZ1218;SPC AZ C     -   195,970.      217,060.      MT  (+/- 180 meters Scaled)
 CZ1218
 CZ1218                          SUPERSEDED SURVEY CONTROL
 CZ1218
 CZ1218  NGVD 29 (??/??/92)  423.289  (m)         1388.74   (f) ADJ UNCH    2 0
 CZ1218
 CZ1218.Superseded values are not recommended for survey control.
 CZ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1218.See file dsdata.txt to determine how the superseded data were derived.
 CZ1218
 CZ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB178258(NAD 83)
 CZ1218_MARKER: P = PIPE CAP
 CZ1218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1218_STAMPING: CC T7SR4ES36 1915
 CZ1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1218
 CZ1218  HISTORY     - Date     Condition        Report By
 CZ1218  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1218  HISTORY     - 1952     GOOD             NGS
 CZ1218
 CZ1218                          STATION DESCRIPTION
 CZ1218
 CZ1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1218'5.1 MI N FROM COCKLEBUR.
 CZ1218'5.1 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT COCKLEBUR,
 CZ1218'0.15 MILE NORTH OF THE CROSSING OF AN EASTWEST TRACK ROAD, AT THE
 CZ1218'SOUTHEAST CORNER OF A FENCE LINE, APPROXIMATELY 1 1/4 MILES SOUTHEAST
 CZ1218'OF A LONE HIGH PEAK, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6
 CZ1218'FEET SOUTH OF THE CORNER FENCE POST, AND A BRASS CAP RIVETED ON THE
 CZ1218'TOP OF A 2 1/2 INCH IRON PIPE PROJECTION 0.8 FOOT ABOVE THE GROUND,
 CZ1218'AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1136 ***********************************************************************
 CZ1136  DESIGNATION -  T7S R4E SECS 33 34 SC PIR
 CZ1136  PID         -  CZ1136
 CZ1136  STATE/COUNTY-  AZ/PINAL
 CZ1136  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1136
 CZ1136                         *CURRENT SURVEY CONTROL
 CZ1136  ___________________________________________________________________
 CZ1136* NAD 83(1986)-  32 46 03.     (N)    111 56 45.     (W)     SCALED    
 CZ1136* NAVD 88     -       439.48   (+/-2cm)    1441.9    (feet)  VERTCON   
 CZ1136  ___________________________________________________________________
 CZ1136  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CZ1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1136
 CZ1136.The horizontal coordinates were scaled from a topographic map and have
 CZ1136.an estimated accuracy of +/- 6 seconds.
 CZ1136
 CZ1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1136.The vertical order pertains to the NGVD 29 superseded value.
 CZ1136
 CZ1136.The geoid height was determined by GEOID03.
 CZ1136
 CZ1136;                    North         East    Units  Estimated Accuracy
 CZ1136;SPC AZ C     -   195,970.      210,630.      MT  (+/- 180 meters Scaled)
 CZ1136
 CZ1136                          SUPERSEDED SURVEY CONTROL
 CZ1136
 CZ1136  NGVD 29 (??/??/92)  438.873  (m)         1439.87   (f) ADJ UNCH    2 0
 CZ1136
 CZ1136.Superseded values are not recommended for survey control.
 CZ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1136.See file dsdata.txt to determine how the superseded data were derived.
 CZ1136
 CZ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB114259(NAD 83)
 CZ1136_MARKER: P = PIPE CAP
 CZ1136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1136_STAMPING: T7S R4E S36 S34 PIR
 CZ1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1136
 CZ1136  HISTORY     - Date     Condition        Report By
 CZ1136  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1136  HISTORY     - 1952     GOOD             NGS
 CZ1136  HISTORY     - 1977     GOOD             USGS
 CZ1136
 CZ1136                          STATION DESCRIPTION
 CZ1136
 CZ1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1136'6.2 MI NW FROM COCKLEBUR.
 CZ1136'4.2 MILES NORTH ALONG A TRACK ROAD FROM A WATER WELL AT THE INDIAN
 CZ1136'VILLAGE OF COCKLEBUR, THENCE 2.0 MILES WEST ALONG THE BOUNDARY FENCE
 CZ1136'OF THE PAPAGO INDIAN RESERVATION, 339.3 FEET WEST OF THE BENCH MARK
 CZ1136'E88, 60.2 FEET EAST OF A FENCE CORNER, 18 FEET EAST OF THE CENTER LINE
 CZ1136'OF A TRACK ROAD, ON AN EASTWEST FENCE LINE, RIVETED ON THE TOP OF A 3
 CZ1136'INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 CZ1136
 CZ1136                          STATION RECOVERY (1977)
 CZ1136
 CZ1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1136'NOTE-- STAMPED-- T7S R4E S33 S34 PIR 1915.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2290 ***********************************************************************
 CZ2290  DESIGNATION -  T7S R5E SEC 24 SE COR
 CZ2290  PID         -  CZ2290
 CZ2290  STATE/COUNTY-  AZ/PINAL
 CZ2290  USGS QUAD   -  CHUICHU (1992)
 CZ2290
 CZ2290                         *CURRENT SURVEY CONTROL
 CZ2290  ___________________________________________________________________
 CZ2290* NAD 83(1992)-  32 47 31.43281(N)    111 46 27.76726(W)     ADJUSTED  
 CZ2290* NAVD 88     -       438.     (meters)    1437.     (feet)  SCALED    
 CZ2290  ___________________________________________________________________
 CZ2290  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CZ2290  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2290  HORZ ORDER  -  THIRD
 CZ2290
 CZ2290.The horizontal coordinates were established by classical geodetic methods
 CZ2290.and adjusted by the National Geodetic Survey in August 1993.
 CZ2290
 CZ2290.The orthometric height was scaled from a topographic map.
 CZ2290
 CZ2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2290
 CZ2290.The geoid height was determined by GEOID03.
 CZ2290
 CZ2290;                    North         East     Units Scale Factor Converg.
 CZ2290;SPC AZ C     -   198,702.240   226,686.942   MT  0.99990219   +0 04 37.4
 CZ2290;SPC AZ C     -   651,910.24    743,723.56   iFT  0.99990219   +0 04 37.4
 CZ2290;UTM  12      - 3,628,500.987   427,490.538   MT  0.99966483   -0 25 09.9
 CZ2290
 CZ2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2290!SPC AZ C     -   0.99993604  x   0.99990219  =   0.99983824
 CZ2290!UTM  12      -   0.99993604  x   0.99966483  =   0.99960090
 CZ2290
 CZ2290:                Primary Azimuth Mark                     Grid Az
 CZ2290:SPC AZ C     -  CHUI                                     197 19 55.7
 CZ2290:UTM  12      -  CHUI                                     197 49 43.0
 CZ2290
 CZ2290|---------------------------------------------------------------------|
 CZ2290| PID    Reference Object                     Distance      Geod. Az  |
 CZ2290|                                                           dddmmss.s |
 CZ2290| CZ2286 CHUI                                APPROX. 3.7 KM 1972433.1 |
 CZ2290|---------------------------------------------------------------------|
 CZ2290
 CZ2290                          SUPERSEDED SURVEY CONTROL
 CZ2290
 CZ2290  NAD 83(1986)-  32 47 31.42659(N)    111 46 27.76792(W) AD(       ) 3
 CZ2290  NAD 27      -  32 47 31.22400(N)    111 46 25.30400(W) AD(       ) 3
 CZ2290
 CZ2290.Superseded values are not recommended for survey control.
 CZ2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2290.See file dsdata.txt to determine how the superseded data were derived.
 CZ2290
 CZ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2749128501(NAD 83)
 CZ2290_MARKER: P = PIPE CAP
 CZ2290_SETTING: 0 = UNSPECIFIED SETTING
 CZ2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2290
 CZ2290  HISTORY     - Date     Condition        Report By
 CZ2290  HISTORY     - 1936     MONUMENTED       USGLO
 CZ2290  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2290
 CZ2290                          STATION DESCRIPTION
 CZ2290
 CZ2290'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 CZ2290'ABOUT 6.8 MILES SOUTHWEST OF CASA GRANDE ON THE CASA GRANDE-SANTA
 CZ2290'ROSA HIGHWAY.  MARKED BY A 1-INCH IRON POST WITH A BRASS CAP
 CZ2290'SET IN A CONCRETE BLOCK 9 BY 15 BY 36 INCHES SET 32 INCHES
 CZ2290'IN GROUND.  THE CAP IS STAMPED WITH THE SECTION, TOWNSHIP, RANGE,
 CZ2290'AND DATE 1936-1928.  A 1-INCH IRON POST WITH BRASS CAP SET IN
 CZ2290'CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN GROUND IS
 CZ2290'25.60 METERS (84.0 FEET) N. 45 DEG W.  ANOTHER 1-INCH IRON POST
 CZ2290'WITH BRASS CAP SET IN A SIMILAR MANNER IS 18.106 METERS (59.40
 CZ2290'FEET) WEST.  REFERENCE MARK NO. 1, A BRASS CAP SET IN
 CZ2290'CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN GROUND,
 CZ2290'IS 18.106 METERS (59.40 FEET) NORTH.  THE FOUR
 CZ2290'ABOVE-DESCRIBED MARKS FORM A SQUARE, AND THE SOUTHEAST
 CZ2290'CORNER OF SEC. 24, T. 7 S., R. 5 E., LIES AT THE
 CZ2290'INTERSECTION OF THE DIAGONALS, IN THE CENTER LINE OF THE
 CZ2290'CASA GRANDE-SANTA ROSA HIGHWAY.
 CZ2290
 CZ2290                          STATION RECOVERY (2007)
 CZ2290
 CZ2290'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2290'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1041 ***********************************************************************
 CZ1041  DESIGNATION -  T7S R7E SECS 35 36 SC
 CZ1041  PID         -  CZ1041
 CZ1041  STATE/COUNTY-  AZ/PINAL
 CZ1041  USGS QUAD   -  ELOY NORTH (1992)
 CZ1041
 CZ1041                         *CURRENT SURVEY CONTROL
 CZ1041  ___________________________________________________________________
 CZ1041* NAD 83(1986)-  32 46 13.     (N)    111 35 05.     (W)     SCALED    
 CZ1041* NAVD 88     -       467.068  (meters)    1532.37   (feet)  ADJUSTED  
 CZ1041  ___________________________________________________________________
 CZ1041  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1041  DYNAMIC HT  -         466.481 (meters)    1530.45  (feet)  COMP
 CZ1041  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 CZ1041  OBS GRAVITY -     979,367.9   (mgal)                       GRAV_OBS
 CZ1041
 CZ1041  VERT ORDER  -  FIRST     CLASS II
 CZ1041
 CZ1041.The horizontal coordinates were scaled from a topographic map and have
 CZ1041.an estimated accuracy of +/- 6 seconds.
 CZ1041
 CZ1041.The orthometric height was determined by differential leveling
 CZ1041.and adjusted in November 1993.
 CZ1041
 CZ1041.The geoid height was determined by GEOID03.
 CZ1041
 CZ1041.The dynamic height is computed by dividing the NAVD 88
 CZ1041.geopotential number by the normal gravity value computed on the
 CZ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1041.degrees latitude (g = 980.6199 gals.).
 CZ1041
 CZ1041.The modeled gravity was interpolated from observed gravity values.
 CZ1041.The observed gravity was obtained from relative gravimeter ties
 CZ1041.to the IGSN71 gravity network.
 CZ1041
 CZ1041;                    North         East    Units  Estimated Accuracy
 CZ1041;SPC AZ C     -   196,330.      244,460.      MT  (+/- 180 meters Scaled)
 CZ1041
 CZ1041                          SUPERSEDED SURVEY CONTROL
 CZ1041
 CZ1041  NAVD 88 (06/15/91)  467.207  (m)         1532.83   (f) UNKNOWN     1 2
 CZ1041
 CZ1041.Superseded values are not recommended for survey control.
 CZ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1041.See file dsdata.txt to determine how the superseded data were derived.
 CZ1041
 CZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB452259(NAD 83)
 CZ1041_MARKER: DD = SURVEY DISK
 CZ1041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1041_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1041_STAMPING: B 279 S 35 S 36 T4 1928
 CZ1041_MARK LOGO: USGLO 
 CZ1041_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ1041_MAGNETIC: P = MARKER IS A STEEL PIPE
 CZ1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1041+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1041
 CZ1041  HISTORY     - Date     Condition        Report By
 CZ1041  HISTORY     - 1928     MONUMENTED       USGLO
 CZ1041  HISTORY     - 1967     GOOD             NGS
 CZ1041  HISTORY     - 1980     GOOD             NGS
 CZ1041  HISTORY     - 1980     GOOD             NGS
 CZ1041  HISTORY     - 1984     GOOD             NGS
 CZ1041  HISTORY     - 19911205 GOOD             NGS
 CZ1041  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1041
 CZ1041                          STATION DESCRIPTION
 CZ1041
 CZ1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1041'2.15 MI NW FROM ELOY.
 CZ1041'ABOUT 2.15 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ1041'THE STATION AT ELOY, IN S 36, T 7 S, R 7 E, 44 FEET NORTHWEST OF THE
 CZ1041'4TH POLE SOUTHEAST OF MILEPOST NUMBER 931, 40 FEET NORTHEAST OF THE
 CZ1041'NORTHEAST RAIL OF THE TRACKS, 98 FEET SOUTHWEST OF THE CENTER LINE OF
 CZ1041'STATE HIGHWAY 84, 18 FEET WEST OF A VENT FOR A PIPE LINE, 1.2 FEET
 CZ1041'SOUTHEAST OF A METAL WITNESS POST, A U. S. GENERAL LAND OFFICE CAP ON
 CZ1041'THE TOP OF A 1-INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 CZ1041'GROUND.
 CZ1041
 CZ1041                          STATION RECOVERY (1980)
 CZ1041
 CZ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1041'THE MARK IS 1.2 M BELOW THE RAILS.
 CZ1041'19.7 KILOMETERS (12.2 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1041'RAILROAD FROM THE STATION AT CASA GRANDE, 0.25 KILOMETER (0.15 MILE)
 CZ1041'SOUTHEAST OF RAILROAD MILE POST 931, AT THE T-JUNCTION OF STATE
 CZ1041'HIGHWAY 84 (FRONTIER ROAD) AND TUMBLEWEED ROAD, ON TOP OF A 2.5-
 CZ1041'CENTIMETER PIPE PROJECTING 6 CENTIMETERS AND IN A 0.3-METER CONCRETE
 CZ1041'APRON, 14.3 METERS (47 FEET) NORTHEAST OF THE NORTHEAST RAIL, 27.7
 CZ1041'METERS (91 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.8
 CZ1041'METERS (68 FEET) SOUTH OF A POWER POLE FOR A POWER LINE THAT CROSSES
 CZ1041'THE HIGHWAY AND TRACKS, 5.5 METERS (18 FEET) NORTHWEST OF A 5-
 CZ1041'CENTIMETER GAS LINE VENT PIPE AND 0.9 METER (2.9 FEET) WEST OF THE
 CZ1041'EXTENDED CENTERLINE OF TUMBLEWEED ROAD.  THE MARK IS A SECTION CORNER
 CZ1041'DISK.
 CZ1041'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1041
 CZ1041                          STATION RECOVERY (1980)
 CZ1041
 CZ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1041'THE MARK IS 1.2 M BELOW THE RAILS.
 CZ1041'19.7 KILOMETERS (12.2 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1041'RAILROAD FROM THE STATION AT CASA GRANDE, 0.25 KILOMETER (0.15 MILE)
 CZ1041'SOUTHEAST OF RAILROAD MILE POST 931, AT THE T-JUNCTION OF STATE
 CZ1041'HIGHWAY 84 (FRONTIER ROAD) AND TUMBLEWEED ROAD, ON TOP OF A 2.5-
 CZ1041'CENTIMETER PIPE PROJECTING 6 CENTIMETERS AND IN A 0.3-METER CONCRETE
 CZ1041'APRON, 14.3 METERS (47 FEET) NORTHEAST OF THE NORTHEAST RAIL, 27.7
 CZ1041'METERS (91 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.8
 CZ1041'METERS (68 FEET) SOUTH OF A POWER POLE FOR A POWER LINE THAT CROSSES
 CZ1041'THE HIGHWAY AND TRACKS, 5.5 METERS (18 FEET) NORTHWEST OF A 5-
 CZ1041'CENTIMETER GAS LINE VENT PIPE AND 0.9 METER (2.9 FEET) WEST OF THE
 CZ1041'EXTENDED CENTERLINE OF TUMBLEWEED ROAD.  THE MARK IS A SECTION CORNER
 CZ1041'DISK.
 CZ1041'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1041
 CZ1041                          STATION RECOVERY (1984)
 CZ1041
 CZ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1041'RECOVERED IN GOOD CONDITION.
 CZ1041
 CZ1041                          STATION RECOVERY (1991)
 CZ1041
 CZ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1041'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1041'ELOY, THENCE 3.5 KM (2.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1041'ON THE EXTENDED CENTER OF TUMBLEWEED ROAD, 30.0 M (98.4 FT) SOUTHWEST
 CZ1041'OF THE HIGHWAY CENTERLINE, 20.9 M (68.6 FT) SOUTH-SOUTHEAST OF A
 CZ1041'UTILITY POLE, 12.3 M (40.4 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CZ1041'SOUTHERN PACIFIC RAILROAD, 5.4 M (17.7 FT) WEST-NORTHWEST OF AN
 CZ1041'UNDERGROUND PIPELINE WARNING SIGN, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 CZ1041'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 CZ1041'NOTE--THE DISK IS ATTACHED TO A 1-INCH METAL PIPE AND PROJECTS 0.05 M
 CZ1041'(0.16 FT) ABOVE THE GROUND SURFACE.  THE T IN THE STAMPING IS STAMPED
 CZ1041'UP SIDE DOWN.
 CZ1041
 CZ1041                          STATION RECOVERY (2007)
 CZ1041
 CZ1041'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1038 ***********************************************************************
 ET1038  DESIGNATION -  T8 9N R8W SECS 5 6 31 32=GLO A
 ET1038  PID         -  ET1038
 ET1038  STATE/COUNTY-  AZ/YAVAPAI
 ET1038  USGS QUAD   -  DATE CREEK RANCH SE (1967)
 ET1038
 ET1038                         *CURRENT SURVEY CONTROL
 ET1038  ___________________________________________________________________
 ET1038* NAD 83(1992)-  34 04 15.47809(N)    113 07 28.19894(W)     ADJUSTED  
 ET1038* NAVD 88     -       744.4    (meters)    2442.     (feet)  VERTCON   
 ET1038  ___________________________________________________________________
 ET1038  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 ET1038  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 ET1038  HORZ ORDER  -  FIRST
 ET1038
 ET1038.The horizontal coordinates were established by classical geodetic methods
 ET1038.and adjusted by the National Geodetic Survey in August 1993.
 ET1038
 ET1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1038
 ET1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1038
 ET1038.The geoid height was determined by GEOID03.
 ET1038
 ET1038;                    North         East     Units Scale Factor Converg.
 ET1038;SPC AZ C     -   341,183.204   101,875.531   MT  1.00005316   -0 40 36.2
 ET1038;SPC AZ C     - 1,119,367.47    334,237.31   iFT  1.00005316   -0 40 36.2
 ET1038;UTM  12      - 3,772,061.370   303,953.498   MT  1.00007380   -1 11 26.0
 ET1038
 ET1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1038!SPC AZ C     -   0.99988782  x   1.00005316  =   0.99994097
 ET1038!UTM  12      -   0.99988782  x   1.00007380  =   0.99996161
 ET1038
 ET1038|---------------------------------------------------------------------|
 ET1038| PID    Reference Object                     Distance      Geod. Az  |
 ET1038|                                                           dddmmss.s |
 ET1038| CH2345 GLO A RM 1                           16.034 METERS 08510     |
 ET1038| CH2346 GLO A RM 2                           16.572 METERS 17152     |
 ET1038| CH2344 GLO A AZ MK                                        1905532.5 |
 ET1038|---------------------------------------------------------------------|
 ET1038
 ET1038                          SUPERSEDED SURVEY CONTROL
 ET1038
 ET1038  NAD 83(1986)-  34 04 15.47773(N)    113 07 28.20260(W) AD(       ) 1
 ET1038  NAD 27      -  34 04 15.37900(N)    113 07 25.51300(W) AD(       ) 1
 ET1038  NGVD 29 (07/19/86)  743.7    (m)         2440.     (f) VERT ANG    3  
 ET1038
 ET1038.Superseded values are not recommended for survey control.
 ET1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1038.See file dsdata.txt to determine how the superseded data were derived.
 ET1038
 ET1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0395372061(NAD 83)
 ET1038_MARKER: P = PIPE CAP
 ET1038_SETTING: 0 = UNSPECIFIED SETTING
 ET1038
 ET1038  HISTORY     - Date     Condition        Report By
 ET1038  HISTORY     - 1944     MONUMENTED       USGLO
 ET1038  HISTORY     - 1980     GOOD             AZDT
 ET1038
 ET1038                          STATION DESCRIPTION
 ET1038
 ET1038'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 ET1038'STATION IS AT THE CORNER OF SECS. 31, 32, 5, AND 6, TPS. 8
 ET1038'AND 9 N., R. 8 W.  IT LIES IN RATHER FLAT RANGE LAND ABOUT 26
 ET1038'MILES (AIR LINE) WNW OF WICKENBURG, ABOUT 19 MILES WSW OF
 ET1038'CONGRESS JUNCTION, AND ABOUT 9 MILES NNE OF AGUILA.
 ET1038'
 ET1038'STATION MARK IS A STANDARD G.L.O. BRASS-CAPPED 2-INCH IRON
 ET1038'PIPE PROJECTING 13 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1038'T9N R8W S31 S32 C C5 S6 S5 T8N 1914.  IT IS LOCATED 547 FEET
 ET1038'E OF A SE FENCE CORNER AND 10.2 FEET SSW OF A 4- BY 4-INCH
 ET1038'WHITE WITNESS POST.
 ET1038'
 ET1038'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1038'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 ET1038'STAMPED GLO A NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION
 ET1038'AS THE STATION MARK.
 ET1038'
 ET1038'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1038'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS
 ET1038'STAMPED GLO A NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION
 ET1038'AS THE STATION MARK.
 ET1038'
 ET1038'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 ET1038'A BOULDER PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND
 ET1038'IS STAMPED GLO A 1944.  IT IS ABOUT 200 FEET HIGHER IN ELEVATION
 ET1038'THAN STATION MARK.  IT IS ON A SMALL ROUND HILL AND IS 1-1/2
 ET1038'FEET N OF A SMALL ROCK CAIRN.
 ET1038'
 ET1038'TO REACH STATION FROM THE POST OFFICE IN AGUILA, CROSS THE
 ET1038'ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACKS AND GO NE ON
 ET1038'STATE HIGHWAY 71 FOR 8.8 MILES TOWARD CONGRESS JUNCTION TO A
 ET1038'ROAD LEFT THROUGH A GATE AT A SIGN FOREPAUGH CATTLE CO.  TURN
 ET1038'LEFT THROUGH THE GATE AND GO N 0.8 MILE, KEEP LEFT FORK FOR
 ET1038'1/4 MILE, THENCE LEFT FORK AGAIN FOR 3.3 MILES TO A GATE IN A
 ET1038'FENCE JUST BEFORE REACHING A COW CAMP BY AN EARTH WATER TANK.
 ET1038'TURN LEFT BEFORE GOING THROUGH THE GATE AND GO W ALONG FENCE
 ET1038'LINE FOR 0.1 MILE TO A FENCE CORNER.  TURN LEFT AT THE CORNER
 ET1038'AND FOLLOW THE FENCE S FOR 0.4 MILE TO ANOTHER CORNER.  TURN
 ET1038'E CROSS COUNTRY 547 FEET TO STATION.  FOR ALTERNATE ROUTE,
 ET1038'SEE DESCRIPTION OF FERRA
 ET1038'
 ET1038'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET1038
 ET1038                          STATION RECOVERY (1980)
 ET1038
 ET1038'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1038'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1944 DESCRIPTION.  ALL
 ET1038'MARKS ARE IN GOOD CONDITION AND THE ROUTE TO THE STATION REMAINS
 ET1038'UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1043 ***********************************************************************
 ET1043  DESIGNATION -  T8N R9W SEC 25 SE COR
 ET1043  PID         -  ET1043
 ET1043  STATE/COUNTY-  AZ/YAVAPAI
 ET1043  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1043
 ET1043                         *CURRENT SURVEY CONTROL
 ET1043  ___________________________________________________________________
 ET1043* NAD 83(1992)-  34 00 03.54638(N)    113 08 28.18668(W)     ADJUSTED  
 ET1043* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 ET1043  ___________________________________________________________________
 ET1043  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 ET1043  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ET1043  HORZ ORDER  -  SECOND
 ET1043
 ET1043.The horizontal coordinates were established by classical geodetic methods
 ET1043.and adjusted by the National Geodetic Survey in August 1993.
 ET1043
 ET1043.The orthometric height was scaled from a topographic map.
 ET1043
 ET1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1043
 ET1043.The geoid height was determined by GEOID03.
 ET1043
 ET1043;                    North         East     Units Scale Factor Converg.
 ET1043;SPC AZ C     -   333,439.098   100,244.537   MT  1.00005768   -0 41 05.4
 ET1043;SPC AZ C     - 1,093,960.30    328,886.28   iFT  1.00005768   -0 41 05.4
 ET1043;UTM  12      - 3,764,332.014   302,253.143   MT  1.00008207   -1 11 51.9
 ET1043
 ET1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1043!SPC AZ C     -   0.99989785  x   1.00005768  =   0.99995552
 ET1043!UTM  12      -   0.99989785  x   1.00008207  =   0.99997991
 ET1043
 ET1043                          SUPERSEDED SURVEY CONTROL
 ET1043
 ET1043  NAD 83(1986)-  34 00 03.54558(N)    113 08 28.18938(W) AD(       ) 2
 ET1043  NAD 27      -  34 00 03.44000(N)    113 08 25.49000(W) AD(       ) 2
 ET1043
 ET1043.Superseded values are not recommended for survey control.
 ET1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1043.See file dsdata.txt to determine how the superseded data were derived.
 ET1043
 ET1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0225364332(NAD 83)
 ET1043_MARKER: Z = SEE DESCRIPTION
 ET1043_SETTING: 0 = UNSPECIFIED SETTING
 ET1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1043
 ET1043  HISTORY     - Date     Condition        Report By
 ET1043  HISTORY     - 1924     MONUMENTED       CGS
 ET1043  HISTORY     - 20070420 MARK NOT FOUND   GEOCAC
 ET1043  HISTORY     - 20070428 MARK NOT FOUND   GEOCAC
 ET1043
 ET1043                          STATION DESCRIPTION
 ET1043
 ET1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1043'STATION IS 90.175 METERS (295.85 FEET) FROM STATION RABBIT
 ET1043'N 14 DEG 00 MIN E.
 ET1043
 ET1043                          STATION RECOVERY (2007)
 ET1043
 ET1043'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET1043'DID NOT FIND THE MARK. AMONG THE SPARSE VEGETATION AT THE ADJUSTED
 ET1043'COORDINATES DID NOT FIND ANY EVIDENCE OF A MONUMENT.
 ET1043
 ET1043                          STATION RECOVERY (2007)
 ET1043
 ET1043'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET1043'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 ET1043'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0773 ***********************************************************************
 DA0773  DESIGNATION -  T8S R10W SECS 21 28 1/4 COR
 DA0773  PID         -  DA0773
 DA0773  STATE/COUNTY-  AZ/MARICOPA
 DA0773  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0773
 DA0773                         *CURRENT SURVEY CONTROL
 DA0773  ___________________________________________________________________
 DA0773* NAD 83(1986)-  32 42 34.     (N)    113 17 31.     (W)     SCALED    
 DA0773* NAVD 88     -       194.57   (+/-2cm)     638.4    (feet)  VERTCON   
 DA0773  ___________________________________________________________________
 DA0773  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DA0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0773
 DA0773.The horizontal coordinates were scaled from a topographic map and have
 DA0773.an estimated accuracy of +/- 6 seconds.
 DA0773
 DA0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0773.The vertical order pertains to the NGVD 29 superseded value.
 DA0773
 DA0773.The geoid height was determined by GEOID03.
 DA0773
 DA0773;                    North         East    Units  Estimated Accuracy
 DA0773;SPC AZ C     -   190,370.       84,420.      MT  (+/- 180 meters Scaled)
 DA0773
 DA0773                          SUPERSEDED SURVEY CONTROL
 DA0773
 DA0773  NGVD 29 (??/??/92)  193.978  (m)          636.41   (f) ADJ UNCH    2 0
 DA0773
 DA0773.Superseded values are not recommended for survey control.
 DA0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0773.See file dsdata.txt to determine how the superseded data were derived.
 DA0773
 DA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB851213(NAD 83)
 DA0773_MARKER: P = PIPE CAP
 DA0773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0773_STAMPING: 1/4 S 21 S 28 1936
 DA0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0773
 DA0773  HISTORY     - Date     Condition        Report By
 DA0773  HISTORY     - 1936     MONUMENTED       USGLO
 DA0773  HISTORY     - 1962     GOOD             NGS
 DA0773
 DA0773                          STATION DESCRIPTION
 DA0773
 DA0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0773'13.95 MI SSW FROM SENTINEL.
 DA0773'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0773'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0773'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 3.1
 DA0773'MILES SOUTH ALONG A DIM TRAIL ROAD, 1.2 MILES WEST AND 3.1 MILES SOUTH
 DA0773'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0773'IS NUMBERED 20, 2.9 MILES NORTHWESTERLY DIRECTION FROM A 4X4-INCH
 DA0773'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 33,
 DA0773'90 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET EAST OF A
 DA0773'METAL WITNES POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND RIVETED ON THE
 DA0773'TOP OF A 1-INCH METAL PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1120 ***********************************************************************
 DA1120  DESIGNATION -  T8S R16 15W SECS 25 30 31 36
 DA1120  PID         -  DA1120
 DA1120  STATE/COUNTY-  AZ/YUMA
 DA1120  USGS QUAD   -  MOHAWK (1982)
 DA1120
 DA1120                         *CURRENT SURVEY CONTROL
 DA1120  ___________________________________________________________________
 DA1120* NAD 83(1992)-  32 41 38.26341(N)    113 50 59.93429(W)     ADJUSTED  
 DA1120* NAVD 88     -       108.96   (+/-2cm)     357.5    (feet)  VERTCON   
 DA1120  ___________________________________________________________________
 DA1120  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 DA1120  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DA1120  HORZ ORDER  -  THIRD
 DA1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1120
 DA1120.The horizontal coordinates were established by classical geodetic methods
 DA1120.and adjusted by the National Geodetic Survey in August 1993.
 DA1120
 DA1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1120.The vertical order pertains to the NGVD 29 superseded value.
 DA1120
 DA1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1120
 DA1120.The geoid height was determined by GEOID03.
 DA1120
 DA1120;                    North         East     Units Scale Factor Converg.
 DA1120;SPC AZ W     -   187,825.476   203,984.883   MT  0.99993442   -0 03 14.4
 DA1120;SPC AZ W     -   616,225.31    669,241.74   iFT  0.99993442   -0 03 14.4
 DA1120;UTM  12      - 3,620,951.683   232,805.016   MT  1.00048043   -1 32 25.2
 DA1120
 DA1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1120!SPC AZ W     -   0.99998805  x   0.99993442  =   0.99992247
 DA1120!UTM  12      -   0.99998805  x   1.00048043  =   1.00046848
 DA1120
 DA1120                          SUPERSEDED SURVEY CONTROL
 DA1120
 DA1120  NAD 83(1986)-  32 41 38.26027(N)    113 50 59.93725(W) AD(       ) 3
 DA1120  NGVD 29 (??/??/92)  108.289  (m)          355.28   (f) ADJ UNCH    2 0
 DA1120
 DA1120.Superseded values are not recommended for survey control.
 DA1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1120.See file dsdata.txt to determine how the superseded data were derived.
 DA1120
 DA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3280520952(NAD 83)
 DA1120_MARKER: P = PIPE CAP
 DA1120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1120_STAMPING: T 8 S R 16 W R 15 W S 36 S 31 41
 DA1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1120
 DA1120  HISTORY     - Date     Condition        Report By
 DA1120  HISTORY     - 1941     MONUMENTED       USGLO
 DA1120  HISTORY     - 1962     GOOD             NGS
 DA1120  HISTORY     - 1964     GOOD             USGS
 DA1120
 DA1120                          STATION DESCRIPTION
 DA1120
 DA1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1120'7.3 MI SE FROM TACNA.
 DA1120'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1120'TACNA.  THENCE 1.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1120'WELL, 0.7 MILE SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1120'WHICH PROJECTS 16 FEET AND IS NUMBERED 24, 33 FEET SOUTHWEST OF THE
 DA1120'CENTER LINE OF THE ROAD, 7.3 FEET SOUTH OF A 4-INCH IRON PIPE BEARING
 DA1120'A CAP, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 DA1120'THE LEVEL OF THE ROAD, A CAP ON THE TOP OF A 2-INCH IRON PIPE WHICH
 DA1120'PROJECTS 1 FOOT.
 DA1120
 DA1120                          STATION RECOVERY (1964)
 DA1120
 DA1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1120'LOCATED ON NE COR SEC 36 T8S R16W.  2 FT W. OF STEEL FENCE POST
 DA1120'AND SURVEY MARKER TAG.
 DA1120'
 DA1120'REACHED BY HELICOPTER.
 DA1120'
 DA1120'STATION MARK--STANDARD BUREAU OF RECLAMATION BRASS SECTION
 DA1120'CORNER MARKER STAMPED---T8S R16W R15W S25 S30 S36 S31 BR 1941---, ON
 DA1120'2-INCH IRON PIPE PROJECTING 1 FT ABOVE GROUND.
 DA1120'
 DA1120'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1059 ***********************************************************************
 DA1059  DESIGNATION -  T8S R16W SECS 27 28 1/16 NORTH
 DA1059  PID         -  DA1059
 DA1059  STATE/COUNTY-  AZ/YUMA
 DA1059  USGS QUAD   -  TACNA (1982)
 DA1059
 DA1059                         *CURRENT SURVEY CONTROL
 DA1059  ___________________________________________________________________
 DA1059* NAD 83(1986)-  32 42 16.     (N)    113 54 06.     (W)     SCALED    
 DA1059* NAVD 88     -       101.67   (+/-2cm)     333.6    (feet)  VERTCON   
 DA1059  ___________________________________________________________________
 DA1059  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DA1059  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1059
 DA1059.The horizontal coordinates were scaled from a topographic map and have
 DA1059.an estimated accuracy of +/- 6 seconds.
 DA1059
 DA1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1059.The vertical order pertains to the NGVD 29 superseded value.
 DA1059
 DA1059.The geoid height was determined by GEOID03.
 DA1059
 DA1059;                    North         East    Units  Estimated Accuracy
 DA1059;SPC AZ W     -   188,990.      199,140.      MT  (+/- 180 meters Scaled)
 DA1059
 DA1059                          SUPERSEDED SURVEY CONTROL
 DA1059
 DA1059  NGVD 29 (??/??/92)  100.976  (m)          331.29   (f) ADJ UNCH    1 2
 DA1059
 DA1059.Superseded values are not recommended for survey control.
 DA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1059.See file dsdata.txt to determine how the superseded data were derived.
 DA1059
 DA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB279222(NAD 83)
 DA1059_MARKER: DD = SURVEY DISK
 DA1059_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1059+WITH SETTING: INTO GROUND
 DA1059_STAMPING: N 1/16 S28/S27 1950
 DA1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1059+STABILITY: SURFACE MOTION
 DA1059
 DA1059  HISTORY     - Date     Condition        Report By
 DA1059  HISTORY     - 1950     MONUMENTED       BOR
 DA1059  HISTORY     - 1952     GOOD             NGS
 DA1059  HISTORY     - 1960     GOOD             NGS
 DA1059
 DA1059                          STATION DESCRIPTION
 DA1059
 DA1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1059'8.8 MI W FROM MOHAWK.
 DA1059'8.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1059'STATION AT MOHAWK, 1 1/2 POLES WEST OF MILEPOST 784, 0.2 MILE EAST OF
 DA1059'THE SECTION HOUSE AT COLFRED, 189 FEET SOUTH OF THE CENTER LINE OF THE
 DA1059'HIGHWAY, 219 FEET WEST OF THE STATION SIGN AT COLFRED, 80.6 FEET NORTH
 DA1059'OF THE NORTH RAIL OF THE MAIN TRACK, 1 FOOT LOWER THAN THE RAILROAD
 DA1059'TRACK, AND RIVETED ON THE TOP OF A 3/4 INCH IRON PIPE PROJECTING 1
 DA1059'FOOT ABOVE THE GROUND.
 DA1059
 DA1059                          STATION RECOVERY (1960)
 DA1059
 DA1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1246 ***********************************************************************
 DB1246  DESIGNATION -  T8S R17W SEC 31 L5 L6 C10
 DB1246  PID         -  DB1246
 DB1246  STATE/COUNTY-  AZ/YUMA
 DB1246  USGS QUAD   -  WELLTON MESA (1982)
 DB1246
 DB1246                         *CURRENT SURVEY CONTROL
 DB1246  ___________________________________________________________________
 DB1246* NAD 83(1992)-  32 41 01.33683(N)    114 03 07.25157(W)     ADJUSTED  
 DB1246* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 DB1246  ___________________________________________________________________
 DB1246  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DB1246  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB1246  HORZ ORDER  -  SECOND
 DB1246
 DB1246.The horizontal coordinates were established by classical geodetic methods
 DB1246.and adjusted by the National Geodetic Survey in August 1993.
 DB1246
 DB1246.The orthometric height was scaled from a topographic map.
 DB1246
 DB1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1246
 DB1246.The geoid height was determined by GEOID03.
 DB1246
 DB1246;                    North         East     Units Scale Factor Converg.
 DB1246;SPC AZ W     -   186,723.910   185,037.349   MT  0.99994322   -0 09 47.1
 DB1246;SPC AZ W     -   612,611.25    607,077.92   iFT  0.99994322   -0 09 47.1
 DB1246;UTM  11      - 3,620,065.394   776,418.156   MT  1.00054227   +1 35 34.5
 DB1246;UTM  12      - 3,620,341.552   213,823.780   MT  1.00060998   -1 38 57.2
 DB1246
 DB1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1246!SPC AZ W     -   0.99998406  x   0.99994322  =   0.99992728
 DB1246!UTM  11      -   0.99998406  x   1.00054227  =   1.00052632
 DB1246!UTM  12      -   0.99998406  x   1.00060998  =   1.00059403
 DB1246
 DB1246                          SUPERSEDED SURVEY CONTROL
 DB1246
 DB1246  NAD 83(1986)-  32 41 01.33525(N)    114 03 07.25923(W) AD(       ) 2
 DB1246  NAD 27      -  32 41 01.16488(N)    114 03 04.49690(W) AD(       ) 2
 DB1246
 DB1246.Superseded values are not recommended for survey control.
 DB1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1246.See file dsdata.txt to determine how the superseded data were derived.
 DB1246
 DB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7641820065(NAD 83)
 DB1246
 DB1246  HISTORY     - Date     Condition        Report By
 DB1246  HISTORY     - UNK      MONUMENTED       BLM
 DB1246  HISTORY     - 20090206 GOOD             GEOCAC
 DB1246
 DB1246                          STATION DESCRIPTION
 DB1246
 DB1246'DESCRIBED BY BUREAU OF LAND MANAGEMENT UNK
 DB1246'RECOVERED AS DESCRIBED.
 DB1246
 DB1246                          STATION RECOVERY (2009)
 DB1246
 DB1246'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1246'THE MARK IS A U S BUREAU OF LAND MANAGEMENT BRASS CAP STAMPED
 DB1246'T8S R17N L6 L5 C10 S31 1969, RIVETED TO THE TOP OF A 2-INCH
 DB1246'GALVANIZED PIPE SET IN A 20-INCH CAIRN AND PROJECTS 1 FOOT ABOVE
 DB1246'THE CAIRN.  IT IS 9.5 FEET SOUTHEAST OF A CORNER FENCE POST AND ON
 DB1246'THE EAST EDGE OF THE HILL.  THE MARK SERVES AS REFERENCE MARK
 DB1246'NO. 2 FOR STATION DB1244 RADAR AND IS LOCATED 13.218 METERS
 DB1246'NORTH OF THAT STATION AT A BEARING OF 11 DEGREES  18 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1701 ***********************************************************************
 DB1701  DESIGNATION -  T8S R22 21W SECS 19 24 25 30
 DB1701  PID         -  DB1701
 DB1701  STATE/COUNTY-  AZ/YUMA
 DB1701  USGS QUAD   -  FORTUNA (1979)
 DB1701
 DB1701                         *CURRENT SURVEY CONTROL
 DB1701  ___________________________________________________________________
 DB1701* NAD 83(1992)-  32 42 50.22042(N)    114 27 41.17989(W)     ADJUSTED  
 DB1701* NAVD 88     -        48.2    (meters)     158.     (feet)  VERTCON   
 DB1701  ___________________________________________________________________
 DB1701  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DB1701  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DB1701  HORZ ORDER  -  THIRD
 DB1701
 DB1701.The horizontal coordinates were established by classical geodetic methods
 DB1701.and adjusted by the National Geodetic Survey in August 1993.
 DB1701
 DB1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1701
 DB1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1701
 DB1701.The geoid height was determined by GEOID03.
 DB1701
 DB1701;                    North         East     Units Scale Factor Converg.
 DB1701;SPC AZ W     -   190,261.365   146,663.767   MT  0.99998817   -0 23 04.2
 DB1701;SPC AZ W     -   624,217.08    481,180.34   iFT  0.99998817   -0 23 04.2
 DB1701;SPC CA 6     -   562,133.717 2,167,677.897   MT  1.00001227   +0 58 58.2
 DB1701;SPC CA 6     - 1,844,267.04  7,111,789.90   sFT  1.00001227   +0 58 58.2
 DB1701;UTM  11      - 3,622,425.999   737,936.692   MT  1.00029814   +1 22 21.4
 DB1701
 DB1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1701!SPC AZ W     -   0.99999772  x   0.99998817  =   0.99998589
 DB1701!SPC CA 6     -   0.99999772  x   1.00001227  =   1.00000999
 DB1701!UTM  11      -   0.99999772  x   1.00029814  =   1.00029586
 DB1701
 DB1701                          SUPERSEDED SURVEY CONTROL
 DB1701
 DB1701  NAD 83(1986)-  32 42 50.22543(N)    114 27 41.18832(W) AD(       ) 3
 DB1701  NGVD 29 (04/26/91)   47.5    (m)          156.     (f) VERT ANG    3  
 DB1701
 DB1701.Superseded values are not recommended for survey control.
 DB1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1701.See file dsdata.txt to determine how the superseded data were derived.
 DB1701
 DB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3793722426(NAD 83)
 DB1701_MARKER: DD = SURVEY DISK
 DB1701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1701
 DB1701  HISTORY     - Date     Condition        Report By
 DB1701  HISTORY     - 1964     MONUMENTED       USGS
 DB1701
 DB1701                          STATION DESCRIPTION
 DB1701
 DB1701'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1701'NO DESCRIPTION AVAILABLE.
 DB1701'
 DB1701'STATION MARK--GENERAL LAND OFFICE CAP
 DB1701'STAMPED---R22W R21W 24 19 25 30 T8S---, ON PIPE FLUSH WITH GROUND.
 DB1701'
 DB1701'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1702 ***********************************************************************
 DB1702  DESIGNATION -  T8S R22W SECS 3 10 1/4 COR
 DB1702  PID         -  DB1702
 DB1702  STATE/COUNTY-  AZ/YUMA
 DB1702  USGS QUAD   -  BARD (1979)
 DB1702
 DB1702                         *CURRENT SURVEY CONTROL
 DB1702  ___________________________________________________________________
 DB1702* NAD 83(1992)-  32 45 26.13423(N)    114 30 17.97559(W)     ADJUSTED  
 DB1702* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 DB1702  ___________________________________________________________________
 DB1702  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DB1702  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DB1702  HORZ ORDER  -  THIRD
 DB1702
 DB1702.The horizontal coordinates were established by classical geodetic methods
 DB1702.and adjusted by the National Geodetic Survey in August 1993.
 DB1702
 DB1702.The orthometric height was scaled from a topographic map.
 DB1702
 DB1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1702
 DB1702.The geoid height was determined by GEOID03.
 DB1702
 DB1702;                    North         East     Units Scale Factor Converg.
 DB1702;SPC AZ W     -   195,092.462   142,614.746   MT  0.99999502   -0 24 30.7
 DB1702;SPC AZ W     -   640,067.13    467,896.15   iFT  0.99999502   -0 24 30.7
 DB1702;SPC CA 6     -   566,866.895 2,163,514.674   MT  1.00000444   +0 57 32.1
 DB1702;SPC CA 6     - 1,859,795.80  7,098,131.06   sFT  1.00000444   +0 57 32.1
 DB1702;UTM  11      - 3,627,131.982   733,740.123   MT  1.00027373   +1 21 02.2
 DB1702
 DB1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1702!SPC AZ W     -   0.99999842  x   0.99999502  =   0.99999344
 DB1702!SPC CA 6     -   0.99999842  x   1.00000444  =   1.00000286
 DB1702!UTM  11      -   0.99999842  x   1.00027373  =   1.00027215
 DB1702
 DB1702                          SUPERSEDED SURVEY CONTROL
 DB1702
 DB1702  NAD 83(1986)-  32 45 26.14180(N)    114 30 17.98358(W) AD(       ) 3
 DB1702
 DB1702.Superseded values are not recommended for survey control.
 DB1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1702.See file dsdata.txt to determine how the superseded data were derived.
 DB1702
 DB1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3374027132(NAD 83)
 DB1702_MARKER: DD = SURVEY DISK
 DB1702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1702
 DB1702  HISTORY     - Date     Condition        Report By
 DB1702  HISTORY     - 1964     MONUMENTED       USGS
 DB1702
 DB1702                          STATION DESCRIPTION
 DB1702
 DB1702'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1702'LOCATED ABOUT 9.5 MI ENE. OF YUMA, ABOUT 4.5 MI S. OF LAGUNA DAM.
 DB1702'ON WEST BANK OF LARGE CANAL AT POINT WHERE CANAL BENDS.
 DB1702'
 DB1702'REACHED BY HELICOPTER.  MAY BE EASILY DRIVEN TO ON GOOD RDS.
 DB1702'
 DB1702'STATION MARK--US CADASTRAL SURVEY DISK
 DB1702'STAMPED---T8S R22W 1/4 S3 S10 WC 1961---, ON IRON PIPE.
 DB1702'
 DB1702'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1310 ***********************************************************************
 DB1310  DESIGNATION -  T8S R22W SECS 4 9 WP
 DB1310  PID         -  DB1310
 DB1310  STATE/COUNTY-  AZ/YUMA
 DB1310  USGS QUAD   -  BARD (1979)
 DB1310
 DB1310                         *CURRENT SURVEY CONTROL
 DB1310  ___________________________________________________________________
 DB1310* NAD 83(1992)-  32 45 25.99693(N)    114 31 30.53121(W)     ADJUSTED  
 DB1310* NAVD 88     -        43.4    (meters)     142.     (feet)  VERTCON   
 DB1310  ___________________________________________________________________
 DB1310  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DB1310  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DB1310  HORZ ORDER  -  SECOND
 DB1310
 DB1310.The horizontal coordinates were established by classical geodetic methods
 DB1310.and adjusted by the National Geodetic Survey in August 1993.
 DB1310
 DB1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1310
 DB1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1310
 DB1310.The geoid height was determined by GEOID03.
 DB1310
 DB1310;                    North         East     Units Scale Factor Converg.
 DB1310;SPC AZ W     -   195,101.879   140,726.143   MT  0.99999836   -0 25 10.0
 DB1310;SPC AZ W     -   640,098.03    461,699.94   iFT  0.99999836   -0 25 10.0
 DB1310;SPC CA 6     -   566,831.241 2,161,626.369   MT  1.00000445   +0 56 52.2
 DB1310;SPC CA 6     - 1,859,678.83  7,091,935.85   sFT  1.00000445   +0 56 52.2
 DB1310;UTM  11      - 3,627,083.405   731,851.607   MT  1.00026288   +1 20 22.9
 DB1310
 DB1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1310!SPC AZ W     -   0.99999848  x   0.99999836  =   0.99999684
 DB1310!SPC CA 6     -   0.99999848  x   1.00000445  =   1.00000293
 DB1310!UTM  11      -   0.99999848  x   1.00026288  =   1.00026136
 DB1310
 DB1310:                Primary Azimuth Mark                     Grid Az
 DB1310:SPC AZ W     -  SUGARLOAF 2                              044 23 51.6
 DB1310:SPC CA 6     -  SUGARLOAF 2                              043 01 49.4
 DB1310:UTM  11      -  SUGARLOAF 2                              042 38 18.7
 DB1310
 DB1310|---------------------------------------------------------------------|
 DB1310| PID    Reference Object                     Distance      Geod. Az  |
 DB1310|                                                           dddmmss.s |
 DB1310| DB1290 SUGARLOAF 2                         APPROX. 5.3 KM 0435841.6 |
 DB1310| CF1592 T8S R22W SECS 4 9 WP RM 1            22.805 METERS 08330     |
 DB1310| CF1593 T8S R22W SECS 4 9 WP RM 2            27.034 METERS 34424     |
 DB1310|---------------------------------------------------------------------|
 DB1310
 DB1310                          SUPERSEDED SURVEY CONTROL
 DB1310
 DB1310  NAD 83(1986)-  32 45 26.00563(N)    114 31 30.53722(W) AD(       ) 2
 DB1310  NAD 27      -  32 45 25.84204(N)    114 31 27.71824(W) AD(       ) 2
 DB1310  NGVD 29 (07/19/86)   42.7    (m)          140.     (f) VERT ANG    3  
 DB1310
 DB1310.Superseded values are not recommended for survey control.
 DB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1310.See file dsdata.txt to determine how the superseded data were derived.
 DB1310
 DB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3185227083(NAD 83)
 DB1310_MARKER: DD = SURVEY DISK
 DB1310_SETTING: 0 = UNSPECIFIED SETTING
 DB1310
 DB1310  HISTORY     - Date     Condition        Report By
 DB1310  HISTORY     - 1964     MONUMENTED       BLM
 DB1310
 DB1310                          STATION DESCRIPTION
 DB1310
 DB1310'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964 (LGB)
 DB1310'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF THE
 DB1310'MAIN BLACKTOP ROAD LEADING TO LAGUNA DAM 4 MILES NORTH OF U.S.
 DB1310'HIGHWAY 95, AT THE SECTION LINE BETWEEN SECTION 4 AND 9, E-W,
 DB1310'RANGE 22 W OF THE SALT RIVER AND GILA MERIDIAN AND ON THE
 DB1310'EAST BANK OF THE COLORADO RIVER.
 DB1310'
 DB1310'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DB1310'95 AND 80 AT THE SOUTH EDGE OF YUMA, GO EAST ON HIGHWAY 95
 DB1310'FOR 6.6 MILES TO A CROSSROAD AT THE WINNS GILA STORE.  TURN
 DB1310'LEFT AND GO NORTH ON A BLACKTOP ROAD FOR 4.1 MILES TO A
 DB1310'CROSSROAD.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.6
 DB1310'MILE TO SIDE ROAD LEFT.  TURN LEFT CROSS OVER A CANAL, TAKE
 DB1310'LEFT FORK AND GO ABOUT 100 FEET TO A FORK.  TAKE LEFT FORK
 DB1310'AND GO WEST ON A GRAVEL ROAD FOR 0.05 MILE TO A EARTH BRIDGE
 DB1310'OVER A CANAL.  TURN LEFT CROSS THE BRIDGE THENCE WEST AND
 DB1310'SOUTH ON A FIELD ROAD FOR 0.2 MILE TO THE STATION NEAR A
 DB1310'DUMP AREA.
 DB1310'
 DB1310'STATION MARK, A U.S. DEPT. OF THE INTERIOR BUR. OF LAND
 DB1310'MANAGEMENT CADASTRAL SURVEY DISK, STAMPED T8S R22W WS4 PS9 1960,
 DB1310'IS RIVETED TO THE TOP END OF A 2-INCH CAST IRON PIPE SET
 DB1310'IN CONCRETE AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 DB1310'IT IS 62 FEET NORTH OF THE NORTH EDGE OF A CANAL, 39 FEET
 DB1310'WEST OF THE CENTER OF A TRACK ROAD AND 30 FEET EAST OF THE
 DB1310'EAST EDGE OF THE RIVER BANK.
 DB1310'
 DB1310'REFERENCE MARK 1, A STANDARD DISK STAMPED T8S R22W WS4 PS9 NO
 DB1310'1 1964, IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DB1310'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 36
 DB1310'FEET EAST OF THE CENTER OF THE TRACK ROAD, 24 FEET NORTH
 DB1310'OF THE NORTH EDGE OF THE CANAL, 1.7 FEET NORTH OF A METAL
 DB1310'WITNESS POST AND ABOUT 2 FEET HIGHER IN ELEVATION THAN THE
 DB1310'STATION.
 DB1310'
 DB1310'REFERENCE MARK 2, A STANDARD DISK STAMPED T8S R22W WS4 PS9
 DB1310'NO 2 1964, IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DB1310'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 DB1310'IT IS 23 FEET EAST OF THE EAST EDGE OF THE RIVER BANK, 8
 DB1310'FEET WEST OF THE CENTER OF THE TRACK ROAD, 1.7 FEET SOUTH
 DB1310'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 DB1310'STATION.
 DB1310'
 DB1310'NOTE--NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 DB1310'
 DB1310'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 DB1310'
 DB1310'THIS STATION WAS USED TO LOCATE BDRY. PT. NO. 20 CALIF-ARIZ
 DB1310'WHICH LIES ON THE CENTERLINE OF THE COLORADO RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1367 ***********************************************************************
 CZ1367  DESIGNATION -  T8S R6E SECS 31 32 SC
 CZ1367  PID         -  CZ1367
 CZ1367  STATE/COUNTY-  AZ/PINAL
 CZ1367  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1367
 CZ1367                         *CURRENT SURVEY CONTROL
 CZ1367  ___________________________________________________________________
 CZ1367* NAD 83(1986)-  32 40 31.     (N)    111 45 27.     (W)     SCALED    
 CZ1367* NAVD 88     -       465.71   (+/-2cm)    1527.9    (feet)  VERTCON   
 CZ1367  ___________________________________________________________________
 CZ1367  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ1367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1367
 CZ1367.The horizontal coordinates were scaled from a topographic map and have
 CZ1367.an estimated accuracy of +/- 6 seconds.
 CZ1367
 CZ1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1367.The vertical order pertains to the NGVD 29 superseded value.
 CZ1367
 CZ1367.The geoid height was determined by GEOID03.
 CZ1367
 CZ1367;                    North         East    Units  Estimated Accuracy
 CZ1367;SPC AZ C     -   185,750.      228,290.      MT  (+/- 180 meters Scaled)
 CZ1367
 CZ1367                          SUPERSEDED SURVEY CONTROL
 CZ1367
 CZ1367  NGVD 29 (??/??/92)  465.128  (m)         1526.01   (f) ADJ UNCH    2 0
 CZ1367
 CZ1367.Superseded values are not recommended for survey control.
 CZ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1367.See file dsdata.txt to determine how the superseded data were derived.
 CZ1367
 CZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB289155(NAD 83)
 CZ1367_MARKER: P = PIPE CAP
 CZ1367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1367_STAMPING: T 8 S R 6 E S 31 S 32 1915
 CZ1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1367+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1367
 CZ1367  HISTORY     - Date     Condition        Report By
 CZ1367  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1367  HISTORY     - 1952     GOOD             NGS
 CZ1367  HISTORY     - 1966     GOOD             NGS
 CZ1367  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1367
 CZ1367                          STATION DESCRIPTION
 CZ1367
 CZ1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1367'5.4 MI SE FROM WHITE HORSE PASS.
 CZ1367'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1367'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1367'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 2.1 MILES EAST ALONG
 CZ1367'A TRACK ROAD, AT THE SOUTHEAST CORNER OF A FENCE LINE, IN LINE WITH
 CZ1367'THE EAST-WEST FENCE, 40 FEET WEST OF THE CORNER FENCE POST, 21 FEET
 CZ1367'EAST OF THE APPROXIMATE CENTER OF A GATE FOR A NORTH-SOUTH TRACK ROAD,
 CZ1367'10 FEET NORTH OF THE CENTER LINE OF THE ROAD, A BRASS CAP RIVETED TO
 CZ1367'THE TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE
 CZ1367'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1367
 CZ1367                          STATION RECOVERY (1966)
 CZ1367
 CZ1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1367'RECOVERED IN GOOD CONDITION.
 CZ1367
 CZ1367                          STATION RECOVERY (2008)
 CZ1367
 CZ1367'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1367'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ1367'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ1367'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ1367'HARMON ROAD ABOUT 5.00 MILES TO THE STATION SITE AND THE MARK ON THE
 CZ1367'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1370 ***********************************************************************
 CZ1370  DESIGNATION -  T8S R6E SECS 32 33 SC
 CZ1370  PID         -  CZ1370
 CZ1370  STATE/COUNTY-  AZ/PINAL
 CZ1370  USGS QUAD   -  ELOY NW (1981)
 CZ1370
 CZ1370                         *CURRENT SURVEY CONTROL
 CZ1370  ___________________________________________________________________
 CZ1370* NAD 83(1986)-  32 40 31.     (N)    111 44 28.     (W)     SCALED    
 CZ1370* NAVD 88     -       465.82   (+/-2cm)    1528.3    (feet)  VERTCON   
 CZ1370  ___________________________________________________________________
 CZ1370  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ1370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1370
 CZ1370.The horizontal coordinates were scaled from a topographic map and have
 CZ1370.an estimated accuracy of +/- 6 seconds.
 CZ1370
 CZ1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1370.The vertical order pertains to the NGVD 29 superseded value.
 CZ1370
 CZ1370.The geoid height was determined by GEOID03.
 CZ1370
 CZ1370;                    North         East    Units  Estimated Accuracy
 CZ1370;SPC AZ C     -   185,760.      229,820.      MT  (+/- 180 meters Scaled)
 CZ1370
 CZ1370                          SUPERSEDED SURVEY CONTROL
 CZ1370
 CZ1370  NGVD 29 (??/??/92)  465.243  (m)         1526.38   (f) ADJ UNCH    2 0
 CZ1370
 CZ1370.Superseded values are not recommended for survey control.
 CZ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1370.See file dsdata.txt to determine how the superseded data were derived.
 CZ1370
 CZ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB305155(NAD 83)
 CZ1370_MARKER: P = PIPE CAP
 CZ1370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1370_STAMPING: T 8 S R 6 E S 32 S 33 1915
 CZ1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1370+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2009
 CZ1370
 CZ1370  HISTORY     - Date     Condition        Report By
 CZ1370  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1370  HISTORY     - 1952     GOOD             NGS
 CZ1370  HISTORY     - 1966     GOOD             NGS
 CZ1370  HISTORY     - 20090124 GOOD             GEOCAC
 CZ1370
 CZ1370                          STATION DESCRIPTION
 CZ1370
 CZ1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1370'6.4 MI SE FROM WHITE HORSE PASS.
 CZ1370'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1370'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1370'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.1 MILES EAST ALONG
 CZ1370'A TRACK ROAD, ABOUT 152 FEET EAST OF BM CC S 4 S 3 (GLO), 14.6 FEET
 CZ1370'EAST OF A POST BEARING A USGS METAL TAG, 10 FEET NORTH OF THE CENTER
 CZ1370'LINE OF THE ROAD, A BRASS CAP RIVETED ON THE TOP OF A 2 1/2 INCH IRON
 CZ1370'PIPE PROJECTING 1.2 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ1370'ROAD.
 CZ1370
 CZ1370                          STATION RECOVERY (1966)
 CZ1370
 CZ1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1370'RECOVERED IN GOOD CONDITION.
 CZ1370
 CZ1370                          STATION RECOVERY (2009)
 CZ1370
 CZ1370'RECOVERY NOTE BY GEOCACHING 2009 (ACM)
 CZ1370'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1370'40.521' W111  44.437'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1172 ***********************************************************************
 ES1172  DESIGNATION -  T9 1/2N R3 4E SECS 19 24 36 CC
 ES1172  PID         -  ES1172
 ES1172  STATE/COUNTY-  AZ/YAVAPAI
 ES1172  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES1172
 ES1172                         *CURRENT SURVEY CONTROL
 ES1172  ___________________________________________________________________
 ES1172* NAD 83(1992)-  34 11 44.49902(N)    111 59 38.97806(W)     ADJUSTED  
 ES1172* NAVD 88     -      1225.6    (meters)    4021.     (feet)  VERTCON   
 ES1172  ___________________________________________________________________
 ES1172  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 ES1172  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 ES1172  HORZ ORDER  -  THIRD
 ES1172
 ES1172.The horizontal coordinates were established by classical geodetic methods
 ES1172.and adjusted by the National Geodetic Survey in August 1993.
 ES1172
 ES1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1172
 ES1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1172
 ES1172.The geoid height was determined by GEOID03.
 ES1172
 ES1172;                    North         East     Units Scale Factor Converg.
 ES1172;SPC AZ C     -   354,361.604   206,217.915   MT  0.99990063   -0 02 36.8
 ES1172;SPC AZ C     - 1,162,603.69    676,567.96   iFT  0.99990063   -0 02 36.8
 ES1172;UTM  12      - 3,784,301.163   408,400.788   MT  0.99970342   -0 33 31.6
 ES1172
 ES1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1172!SPC AZ C     -   0.99981189  x   0.99990063  =   0.99971254
 ES1172!UTM  12      -   0.99981189  x   0.99970342  =   0.99951537
 ES1172
 ES1172                          SUPERSEDED SURVEY CONTROL
 ES1172
 ES1172  NAD 83(1992)-  34 11 44.49216(N)    111 59 38.98066(W) AD(       ) 3
 ES1172  NGVD 29 (10/09/91) 1224.9    (m)         4019.     (f) VERT ANG    3  
 ES1172
 ES1172.Superseded values are not recommended for survey control.
 ES1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1172.See file dsdata.txt to determine how the superseded data were derived.
 ES1172
 ES1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0840184301(NAD 83)
 ES1172_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES1172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1172+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2007
 ES1172
 ES1172  HISTORY     - Date     Condition        Report By
 ES1172  HISTORY     - UNK      MONUMENTED       USGLO
 ES1172  HISTORY     - 1966     GOOD             USGS
 ES1172  HISTORY     - 20071124 GOOD             GEOCAC
 ES1172
 ES1172                          STATION DESCRIPTION
 ES1172
 ES1172'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1172'LOCATED ABOUT 3.5 MI W. OF HATCH MESA, ABOUT 2 MI S. OF CORNSTALK
 ES1172'FLAT, ABOUT 1.5 MI N. OF BROOKLYN MINE.  ON FLAT BENCH JUST N. OF
 ES1172'AN E.-W. FENCELINE.
 ES1172'
 ES1172'TO REACH NOT GIVEN.
 ES1172'
 ES1172'STATION MARK--GLO SECTION CORNER CAP
 ES1172'STAMPED---R3E T10N S36 T9-1/2N R3E S24 R4E S19 CC---, ON PIPE.
 ES1172'
 ES1172'RMS--NONE SET.
 ES1172
 ES1172                          STATION RECOVERY (2007)
 ES1172
 ES1172'RECOVERY NOTE BY GEOCACHING 2007 (SJK)
 ES1172'THERE ARE TWO MARKERS AT THIS LOCATION ABOUT 20 FEET APART.  AN OLDER
 ES1172'LOOKING ONE TO THE EAST AND A NEWER OR PAINTED ONE TO THE WEST.  THE
 ES1172'NEWER LOOKING ONE HAS THE FULL STATION NAME STAMPED, THE OLDER HAS
 ES1172'ONLY PART STAMPED.  BOTH ARE STAMPED 1918.  SEE PHOTOS ON
 ES1172'GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0045 ***********************************************************************
 DA0045  DESIGNATION -  T9 8S R1 2E SECS 1 6 31 36
 DA0045  PID         -  DA0045
 DA0045  STATE/COUNTY-  AZ/PINAL
 DA0045  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0045
 DA0045                         *CURRENT SURVEY CONTROL
 DA0045  ___________________________________________________________________
 DA0045* NAD 83(1986)-  32 40 50.     (N)    112 12 13.     (W)     SCALED    
 DA0045* NAVD 88     -       618.78   (+/-2cm)    2030.1    (feet)  VERTCON   
 DA0045  ___________________________________________________________________
 DA0045  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA0045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0045
 DA0045.The horizontal coordinates were scaled from a topographic map and have
 DA0045.an estimated accuracy of +/- 6 seconds.
 DA0045
 DA0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0045.The vertical order pertains to the NGVD 29 superseded value.
 DA0045
 DA0045.The geoid height was determined by GEOID03.
 DA0045
 DA0045;                    North         East    Units  Estimated Accuracy
 DA0045;SPC AZ C     -   186,370.      186,450.      MT  (+/- 180 meters Scaled)
 DA0045
 DA0045                          SUPERSEDED SURVEY CONTROL
 DA0045
 DA0045  NGVD 29 (??/??/92)  618.104  (m)         2027.90   (f) ADJ UNCH    2 0
 DA0045
 DA0045.Superseded values are not recommended for survey control.
 DA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0045.See file dsdata.txt to determine how the superseded data were derived.
 DA0045
 DA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB871165(NAD 83)
 DA0045_MARKER: DD = SURVEY DISK
 DA0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0045_STAMPING: T8E R1E R2E S36 S31 1936 T9S S1 S6 1915
 DA0045_MARK LOGO: USGLO 
 DA0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0045+STABILITY: SURFACE MOTION
 DA0045
 DA0045  HISTORY     - Date     Condition        Report By
 DA0045  HISTORY     - 1934     MONUMENTED       USGLO
 DA0045
 DA0045                          STATION DESCRIPTION
 DA0045
 DA0045'DESCRIBED BY US GENERAL LAND OFFICE 1934
 DA0045'8.1 MI NW FROM BITTER WELL.
 DA0045'8.1 MILES NORTHWEST OF BITTER WELL (SIF VAYA) PINAL COUNTY.  THIS
 DA0045'BENCH MARK MAY BE REACHED FROM THE WELL BY GOING 3.2 MILES WEST ALONG
 DA0045'A TRACK ROAD, THENCE 4.2 MILES NORTHWEST ALONG A TRACK ROAD, AND
 DA0045'THENCE 0.7 MILE NORTH ALONG A FENCE.  IT IS AT THE PINAL MARICOPA
 DA0045'COUNTY LINE, AT THE NORTHWEST CORNER OF THE PAPAGO INDIAN RESERVATION,
 DA0045'AT A T-JUNCTION OF FENCE LINES, 16.6 FEET SOUTHEAST OF THE CENTER OF A
 DA0045'GATE, 1.6 FEET WEST OF THE CORNER FENCE POST WITH TWO GUY WIRES, AND
 DA0045'1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A U.S. GENERAL LAND
 DA0045'OFFICE STANDARD DISK,
 DA0045'STAMPED---T8S R1E R2E S36 S31 1936 T9S S1 S6 1915---,
 DA0045'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DA0045'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1449 ***********************************************************************
 DA1449  DESIGNATION -  T9 8S R1 2E SECS 1 6 31 36
 DA1449  PID         -  DA1449
 DA1449  STATE/COUNTY-  AZ/PINAL
 DA1449  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA1449
 DA1449                         *CURRENT SURVEY CONTROL
 DA1449  ___________________________________________________________________
 DA1449* NAD 83(1992)-  32 40 51.00935(N)    112 12 12.87290(W)     ADJUSTED  
 DA1449* NAVD 88     -       618.77   (+/-2cm)    2030.1    (feet)  VERTCON   
 DA1449  ___________________________________________________________________
 DA1449  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DA1449  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DA1449  HORZ ORDER  -  THIRD
 DA1449  VERT ORDER  -  THIRD ? (See Below)
 DA1449
 DA1449.The horizontal coordinates were established by classical geodetic methods
 DA1449.and adjusted by the National Geodetic Survey in August 1993.
 DA1449
 DA1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1449.The vertical order pertains to the NGVD 29 superseded value.
 DA1449
 DA1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1449
 DA1449.The geoid height was determined by GEOID03.
 DA1449
 DA1449;                    North         East     Units Scale Factor Converg.
 DA1449;SPC AZ C     -   186,395.644   186,453.942   MT  0.99990892   -0 09 17.7
 DA1449;SPC AZ C     -   611,534.27    611,725.53   iFT  0.99990892   -0 09 17.7
 DA1449;UTM  12      - 3,616,545.292   387,160.416   MT  0.99975700   -0 38 59.8
 DA1449
 DA1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1449!SPC AZ C     -   0.99990764  x   0.99990892  =   0.99981657
 DA1449!UTM  12      -   0.99990764  x   0.99975700  =   0.99966467
 DA1449
 DA1449                          SUPERSEDED SURVEY CONTROL
 DA1449
 DA1449  NAD 83(1986)-  32 40 50.99903(N)    112 12 12.87430(W) AD(       ) 3
 DA1449  NAD 27      -  32 40 50.80800(N)    112 12 10.36700(W) AD(       ) 3
 DA1449  NGVD 29 (07/19/86)  618.10   (m)         2027.9    (f) LEVELING    3  
 DA1449
 DA1449.Superseded values are not recommended for survey control.
 DA1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1449.See file dsdata.txt to determine how the superseded data were derived.
 DA1449
 DA1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8716016545(NAD 83)
 DA1449_MARKER: P = PIPE CAP
 DA1449_SETTING: 0 = UNSPECIFIED SETTING
 DA1449_STAMPING: T8E R1E R2E S36 S31 1936 T9S S1 S6 1915
 DA1449_MARK LOGO: USGLO 
 DA1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1449
 DA1449  HISTORY     - Date     Condition        Report By
 DA1449  HISTORY     - 1936     MONUMENTED       USGLO
 DA1449  HISTORY     - 1968     GOOD             AMS
 DA1449
 DA1449                          STATION DESCRIPTION
 DA1449
 DA1449'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1449'THE SOUTHEAST CORNER OF SEC. 36, T. 8 S., R. 1 E., MARKED BY
 DA1449'A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK 9 BY
 DA1449'15 BY 36 INCHES, SET 32 INCHES IN GROUND.  THE CAP IS STAMPED
 DA1449'WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1934.  REFERENCE
 DA1449'MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY 12 BY 30
 DA1449'INCHES SET 28 INCHES IN GROUND, IS 13.973 METERS (45.84 FEET)
 DA1449'NORTH (MAGNETIC).  REFERENCE MARK NO. 2, A BRASS CAP SET IN
 DA1449'CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 28 INCHES IN GROUND,
 DA1449'IS 11.777 METERS (38.64 FEET) WEST (MAGNETIC).
 DA1449
 DA1449                          STATION RECOVERY (1968)
 DA1449
 DA1449'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLF)
 DA1449'THE STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED
 DA1449'AND IN GOOD CONDITION.  SEE OPERATION XC-GD (AMS) FOR DIRECTION
 DA1449'TO R.M.S USING TRIANGULATION STATION LORNE FOR AZIMUTH.
 DA1449'
 DA1449'CHECK DISTANCE TO R.M.S 1 AND 2.
 DA1449'
 DA1449'R.M. NO. 1 45.85 FT PUB = 45.84 FT.
 DA1449'
 DA1449'R.M. NO. 2 38.66 FT PUB. = 38.64 FT
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0131 ***********************************************************************
 DB0131  DESIGNATION -  T9 8S R17W SECS 6 31 1/16 WEST
 DB0131  PID         -  DB0131
 DB0131  STATE/COUNTY-  AZ/YUMA
 DB0131  USGS QUAD   -  WELLTON MESA (1982)
 DB0131
 DB0131                         *CURRENT SURVEY CONTROL
 DB0131  ___________________________________________________________________
 DB0131* NAD 83(1986)-  32 40 41.     (N)    114 03 09.     (W)     SCALED    
 DB0131* NAVD 88     -        96.38   (+/-2cm)     316.2    (feet)  VERTCON   
 DB0131  ___________________________________________________________________
 DB0131  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB0131  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0131
 DB0131.The horizontal coordinates were scaled from a topographic map and have
 DB0131.an estimated accuracy of +/- 6 seconds.
 DB0131
 DB0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0131.The vertical order pertains to the NGVD 29 superseded value.
 DB0131
 DB0131.The geoid height was determined by GEOID03.
 DB0131
 DB0131;                    North         East    Units  Estimated Accuracy
 DB0131;SPC AZ W     -   186,100.      184,990.      MT  (+/- 180 meters Scaled)
 DB0131
 DB0131                          SUPERSEDED SURVEY CONTROL
 DB0131
 DB0131  NGVD 29 (??/??/??)   95.735  (m)          314.09   (f) ADJUSTED    1 2
 DB0131
 DB0131.Superseded values are not recommended for survey control.
 DB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0131.See file dsdata.txt to determine how the superseded data were derived.
 DB0131
 DB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS763194(NAD 83)
 DB0131_MARKER: P = PIPE CAP
 DB0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0131_STAMPING: W 1/16 1950 S 31/ S 6
 DB0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0131
 DB0131  HISTORY     - Date     Condition        Report By
 DB0131  HISTORY     - 1950     MONUMENTED       BOR
 DB0131
 DB0131                          STATION DESCRIPTION
 DB0131
 DB0131'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 DB0131'4.8 MI E FROM WELLTON.
 DB0131'4.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DB0131'WELLTON, 96 FEET WEST FROM RAILROAD MILE POST 775, ABOUT 90
 DB0131'FEET SOUTH FROM THE CENTER LINE OF THE HIGHWAY, 90 FEET WEST
 DB0131'FROM BENCH MARK X-353 PLACED TO OFFSET THIS MARK.  THE PIPE IS
 DB0131'LOOSE IN THE GROUND DUE RECENT GRADING ABOUT IT IN THE
 DB0131'MODIFICATION OF THE RAILROAD BED BY THE SOUTHERN PACIFIC COMPANY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1177 ***********************************************************************
 ES1177  DESIGNATION -  T9N R5 6E SECS 31 36 SC
 ES1177  PID         -  ES1177
 ES1177  STATE/COUNTY-  AZ/YAVAPAI
 ES1177  USGS QUAD   -  ROVER PEAK (1967)
 ES1177
 ES1177                         *CURRENT SURVEY CONTROL
 ES1177  ___________________________________________________________________
 ES1177* NAD 83(1992)-  34 04 12.71489(N)    111 47 05.55985(W)     ADJUSTED  
 ES1177* NAVD 88     -      1355.5    (meters)    4447.     (feet)  VERTCON   
 ES1177  ___________________________________________________________________
 ES1177  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 ES1177  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 ES1177  HORZ ORDER  -  THIRD
 ES1177
 ES1177.The horizontal coordinates were established by classical geodetic methods
 ES1177.and adjusted by the National Geodetic Survey in August 1993.
 ES1177
 ES1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1177
 ES1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1177
 ES1177.The geoid height was determined by GEOID03.
 ES1177
 ES1177;                    North         East     Units Scale Factor Converg.
 ES1177;SPC AZ C     -   340,447.547   225,524.055   MT  0.99990182   +0 04 25.8
 ES1177;SPC AZ C     - 1,116,953.89    739,908.32   iFT  0.99990182   +0 04 25.8
 ES1177;UTM  12      - 3,770,217.403   427,577.070   MT  0.99966466   -0 26 23.0
 ES1177
 ES1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1177!SPC AZ C     -   0.99979156  x   0.99990182  =   0.99969340
 ES1177!UTM  12      -   0.99979156  x   0.99966466  =   0.99945629
 ES1177
 ES1177                          SUPERSEDED SURVEY CONTROL
 ES1177
 ES1177  NAD 83(1992)-  34 04 12.70322(N)    111 47 05.56168(W) AD(       ) 3
 ES1177  NGVD 29 (10/09/91) 1354.8    (m)         4445.     (f) VERT ANG    3  
 ES1177
 ES1177.Superseded values are not recommended for survey control.
 ES1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1177.See file dsdata.txt to determine how the superseded data were derived.
 ES1177
 ES1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2757770217(NAD 83)
 ES1177_MARKER: DU = BOUNDARY MARKER
 ES1177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1177
 ES1177  HISTORY     - Date     Condition        Report By
 ES1177  HISTORY     - 1941     MONUMENTED       BLM
 ES1177  HISTORY     - 1966     GOOD             USGS
 ES1177
 ES1177                          STATION DESCRIPTION
 ES1177
 ES1177'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1177'LOCATED ABOUT 4 MI W. OF VERDE RIVER, 2 MI S. OF EAST CEDAR MTN.
 ES1177'
 ES1177'REACHED BY HELICOPTER.
 ES1177'
 ES1177'STATION MARK--BLM BRASS CAP
 ES1177'STAMPED---SC T9N R5E R6E S36 S31 1941---, ON 4-INCH IRON PIPE
 ES1177'PROJECTING 0.9 FT. ABOVE GROUND.
 ES1177'
 ES1177'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1180 ***********************************************************************
 ES1180  DESIGNATION -  T9N R5E SECS 24 25 WC
 ES1180  PID         -  ES1180
 ES1180  STATE/COUNTY-  AZ/YAVAPAI
 ES1180  USGS QUAD   -  ROVER PEAK (1967)
 ES1180
 ES1180                         *CURRENT SURVEY CONTROL
 ES1180  ___________________________________________________________________
 ES1180* NAD 83(1992)-  34 05 57.22067(N)    111 47 11.61536(W)     ADJUSTED  
 ES1180* NAVD 88     -      1655.4    (meters)    5431.     (feet)  VERTCON   
 ES1180  ___________________________________________________________________
 ES1180  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 ES1180  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 ES1180  HORZ ORDER  -  THIRD
 ES1180
 ES1180.The horizontal coordinates were established by classical geodetic methods
 ES1180.and adjusted by the National Geodetic Survey in August 1993.
 ES1180
 ES1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1180
 ES1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1180
 ES1180.The geoid height was determined by GEOID03.
 ES1180
 ES1180;                    North         East     Units Scale Factor Converg.
 ES1180;SPC AZ C     -   343,667.082   225,364.702   MT  0.99990178   +0 04 22.6
 ES1180;SPC AZ C     - 1,127,516.67    739,385.51   iFT  0.99990178   +0 04 22.6
 ES1180;UTM  12      - 3,773,437.474   427,446.621   MT  0.99966489   -0 26 27.6
 ES1180
 ES1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1180!SPC AZ C     -   0.99974449  x   0.99990178  =   0.99964629
 ES1180!UTM  12      -   0.99974449  x   0.99966489  =   0.99940946
 ES1180
 ES1180                          SUPERSEDED SURVEY CONTROL
 ES1180
 ES1180  NAD 83(1992)-  34 05 57.21643(N)    111 47 11.61800(W) AD(       ) 3
 ES1180  NGVD 29 (10/09/91) 1654.7    (m)         5429.     (f) VERT ANG    3  
 ES1180
 ES1180.Superseded values are not recommended for survey control.
 ES1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1180.See file dsdata.txt to determine how the superseded data were derived.
 ES1180
 ES1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2744773437(NAD 83)
 ES1180_MARKER: DU = BOUNDARY MARKER
 ES1180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ES1180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ES1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES1180
 ES1180  HISTORY     - Date     Condition        Report By
 ES1180  HISTORY     - 1941     MONUMENTED       USGLO
 ES1180  HISTORY     - 1966     GOOD             USGS
 ES1180
 ES1180                          STATION DESCRIPTION
 ES1180
 ES1180'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1180'LOCATED ABOUT 32 MI S. OF CAMP VERDE, 26 MI SW. OF PAYSON.  NEAR
 ES1180'TOP OF EAST CEDAR MTN.
 ES1180'
 ES1180'REACHED BY HELICOPTER.
 ES1180'
 ES1180'STATION MARK--GLO CAP STAMPED---WC T9N R5E S24 S25 1941---, ON PIPE
 ES1180'PROJECTING 1.8 FT. ABOVE GROUND.
 ES1180'
 ES1180'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1583 ***********************************************************************
 DA1583  DESIGNATION -  T9S R16 15W SECS 31 36
 DA1583  PID         -  DA1583
 DA1583  STATE/COUNTY-  AZ/YUMA
 DA1583  USGS QUAD   -  MOHAWK SE (1965)
 DA1583
 DA1583                         *CURRENT SURVEY CONTROL
 DA1583  ___________________________________________________________________
 DA1583* NAD 83(1992)-  32 35 31.29648(N)    113 50 57.29057(W)     ADJUSTED  
 DA1583* NAVD 88     -       160.7    (meters)     527.     (feet)  VERTCON   
 DA1583  ___________________________________________________________________
 DA1583  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 DA1583  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DA1583  HORZ ORDER  -  THIRD
 DA1583
 DA1583.The horizontal coordinates were established by classical geodetic methods
 DA1583.and adjusted by the National Geodetic Survey in August 1993.
 DA1583
 DA1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1583
 DA1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1583
 DA1583.The geoid height was determined by GEOID03.
 DA1583
 DA1583;                    North         East     Units Scale Factor Converg.
 DA1583;SPC AZ W     -   176,521.729   204,043.182   MT  0.99993440   -0 03 12.5
 DA1583;SPC AZ W     -   579,139.53    669,433.01   iFT  0.99993440   -0 03 12.5
 DA1583;UTM  12      - 3,609,644.038   232,570.371   MT  1.00048199   -1 32 08.4
 DA1583
 DA1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1583!SPC AZ W     -   0.99997995  x   0.99993440  =   0.99991435
 DA1583!UTM  12      -   0.99997995  x   1.00048199  =   1.00046193
 DA1583
 DA1583                          SUPERSEDED SURVEY CONTROL
 DA1583
 DA1583  NAD 83(1986)-  32 35 31.29311(N)    113 50 57.29051(W) AD(       ) 3
 DA1583  NGVD 29 (04/26/91)  160.0    (m)          525.     (f) VERT ANG    3  
 DA1583
 DA1583.Superseded values are not recommended for survey control.
 DA1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1583.See file dsdata.txt to determine how the superseded data were derived.
 DA1583
 DA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB3257009644(NAD 83)
 DA1583_MARKER: DD = SURVEY DISK
 DA1583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA1583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1583
 DA1583  HISTORY     - Date     Condition        Report By
 DA1583  HISTORY     - 1964     MONUMENTED       USGS
 DA1583
 DA1583                          STATION DESCRIPTION
 DA1583
 DA1583'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DA1583'LOCATED AT SW COR SEC 31 T9S R15W.
 DA1583'
 DA1583'TO REACH NOT GIVEN.
 DA1583'
 DA1583'STATION MARK--GENERAL LAND OFFICE CAP
 DA1583'STAMPED---SC T9S R16W R15W S36 S31 1930---, ON TOP OF IRON PIPE
 DA1583'PROJECTING 0.5 FT ABOVE GROUND.
 DA1583'
 DA1583'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1704 ***********************************************************************
 DB1704  DESIGNATION -  T9S R18 17W SECS 31 36
 DB1704  PID         -  DB1704
 DB1704  STATE/COUNTY-  AZ/YUMA
 DB1704  USGS QUAD   -  WELLTON SE (1965)
 DB1704
 DB1704                         *CURRENT SURVEY CONTROL
 DB1704  ___________________________________________________________________
 DB1704* NAD 83(1992)-  32 35 28.18520(N)    114 03 20.43336(W)     ADJUSTED  
 DB1704* NAVD 88     -       163.4    (meters)     536.     (feet)  VERTCON   
 DB1704  ___________________________________________________________________
 DB1704  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DB1704  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DB1704  HORZ ORDER  -  THIRD
 DB1704
 DB1704.The horizontal coordinates were established by classical geodetic methods
 DB1704.and adjusted by the National Geodetic Survey in August 1993.
 DB1704
 DB1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1704
 DB1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1704
 DB1704.The geoid height was determined by GEOID03.
 DB1704
 DB1704;                    North         East     Units Scale Factor Converg.
 DB1704;SPC AZ W     -   176,462.777   184,664.437   MT  0.99994348   -0 09 52.7
 DB1704;SPC AZ W     -   578,946.12    605,854.45   iFT  0.99994348   -0 09 52.7
 DB1704;UTM  11      - 3,609,791.508   776,359.425   MT  1.00054189   +1 35 13.0
 DB1704;UTM  12      - 3,610,086.667   213,184.781   MT  1.00061452   -1 38 49.3
 DB1704
 DB1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1704!SPC AZ W     -   0.99997956  x   0.99994348  =   0.99992304
 DB1704!UTM  11      -   0.99997956  x   1.00054189  =   1.00052144
 DB1704!UTM  12      -   0.99997956  x   1.00061452  =   1.00059406
 DB1704
 DB1704                          SUPERSEDED SURVEY CONTROL
 DB1704
 DB1704  NAD 83(1986)-  32 35 28.18746(N)    114 03 20.43716(W) AD(       ) 3
 DB1704  NGVD 29 (04/26/91)  162.7    (m)          534.     (f) VERT ANG    3  
 DB1704
 DB1704.Superseded values are not recommended for survey control.
 DB1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1704.See file dsdata.txt to determine how the superseded data were derived.
 DB1704
 DB1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7635909792(NAD 83)
 DB1704_MARKER: DD = SURVEY DISK
 DB1704_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1704_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1704
 DB1704  HISTORY     - Date     Condition        Report By
 DB1704  HISTORY     - 1964     MONUMENTED       USGS
 DB1704
 DB1704                          STATION DESCRIPTION
 DB1704
 DB1704'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1704'LOCATED AT SE COR SEC 36 T9S R18W.
 DB1704'
 DB1704'TO REACH NOT GIVEN.
 DB1704'
 DB1704'STATION MARK--GENERAL LAND OFFICE CAP
 DB1704'STAMPED---SC T9S R18W R17W S36 S31 1937---, ON IRON PIPE PROJECTING
 DB1704'1 FT ABOVE GROUND.
 DB1704'
 DB1704'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1705 ***********************************************************************
 DB1705  DESIGNATION -  T9S R19 18W SECS 1 6 7 12
 DB1705  PID         -  DB1705
 DB1705  STATE/COUNTY-  AZ/YUMA
 DB1705  USGS QUAD   -  WELLTON (1982)
 DB1705
 DB1705                         *CURRENT SURVEY CONTROL
 DB1705  ___________________________________________________________________
 DB1705* NAD 83(1992)-  32 39 48.40147(N)    114 09 33.43384(W)     ADJUSTED  
 DB1705* NAVD 88     -        87.4    (meters)     287.     (feet)  VERTCON   
 DB1705  ___________________________________________________________________
 DB1705  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DB1705  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DB1705  HORZ ORDER  -  THIRD
 DB1705
 DB1705.The horizontal coordinates were established by classical geodetic methods
 DB1705.and adjusted by the National Geodetic Survey in August 1993.
 DB1705
 DB1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1705
 DB1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1705
 DB1705.The geoid height was determined by GEOID03.
 DB1705
 DB1705;                    North         East     Units Scale Factor Converg.
 DB1705;SPC AZ W     -   184,510.969   174,968.663   MT  0.99995150   -0 13 15.2
 DB1705;SPC AZ W     -   605,350.95    574,044.17   iFT  0.99995150   -0 13 15.2
 DB1705;UTM  11      - 3,617,543.632   766,416.376   MT  1.00047531   +1 32 02.6
 DB1705
 DB1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1705!SPC AZ W     -   0.99999150  x   0.99995150  =   0.99994300
 DB1705!UTM  11      -   0.99999150  x   1.00047531  =   1.00046680
 DB1705
 DB1705                          SUPERSEDED SURVEY CONTROL
 DB1705
 DB1705  NAD 83(1986)-  32 39 48.40302(N)    114 09 33.44399(W) AD(       ) 3
 DB1705  NGVD 29 (04/26/91)   86.8    (m)          285.     (f) VERT ANG    3  
 DB1705
 DB1705.Superseded values are not recommended for survey control.
 DB1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1705.See file dsdata.txt to determine how the superseded data were derived.
 DB1705
 DB1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6641617544(NAD 83)
 DB1705_MARKER: DD = SURVEY DISK
 DB1705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB1705_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1705
 DB1705  HISTORY     - Date     Condition        Report By
 DB1705  HISTORY     - 1964     MONUMENTED       USGS
 DB1705
 DB1705                          STATION DESCRIPTION
 DB1705
 DB1705'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1705'LOCATED AT SE COR SEC 1 T9S R19W.
 DB1705'
 DB1705'TO REACH NOT GIVEN.
 DB1705'
 DB1705'STATION MARK--GENERAL LAND OFFICE CAP
 DB1705'STAMPED---T9S R19W R18W 1 6 12 7---, ON IRON PIPE 1.5 FT ABOVE
 DB1705'GROUND.
 DB1705'
 DB1705'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1706 ***********************************************************************
 DB1706  DESIGNATION -  T9S R23W SEC 22 SE COR
 DB1706  PID         -  DB1706
 DB1706  STATE/COUNTY-  AZ/YUMA
 DB1706  USGS QUAD   -  YUMA EAST (1994)
 DB1706
 DB1706                         *CURRENT SURVEY CONTROL
 DB1706  ___________________________________________________________________
 DB1706* NAD 83(1992)-  32 37 33.21215(N)    114 36 55.77874(W)     ADJUSTED  
 DB1706* NAVD 88     -        59.5    (meters)     195.     (feet)  VERTCON   
 DB1706  ___________________________________________________________________
 DB1706  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DB1706  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DB1706  HORZ ORDER  -  THIRD
 DB1706
 DB1706.The horizontal coordinates were established by classical geodetic methods
 DB1706.and adjusted by the National Geodetic Survey in August 1993.
 DB1706
 DB1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1706
 DB1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1706
 DB1706.The geoid height was determined by GEOID03.
 DB1706
 DB1706;                    North         East     Units Scale Factor Converg.
 DB1706;SPC AZ W     -   180,603.477   132,141.288   MT  1.00001465   -0 27 60.0
 DB1706;SPC AZ W     -   592,531.09    433,534.41   iFT  1.00001465   -0 27 60.0
 DB1706;UTM  11      - 3,612,325.304   723,713.152   MT  1.00021717   +1 17 10.1
 DB1706
 DB1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1706!SPC AZ W     -   0.99999600  x   1.00001465  =   1.00001065
 DB1706!UTM  11      -   0.99999600  x   1.00021717  =   1.00021317
 DB1706
 DB1706                          SUPERSEDED SURVEY CONTROL
 DB1706
 DB1706  NAD 83(1986)-  32 37 33.22528(N)    114 36 55.78670(W) AD(       ) 3
 DB1706  NGVD 29 (04/26/91)   58.8    (m)          193.     (f) VERT ANG    3  
 DB1706
 DB1706.Superseded values are not recommended for survey control.
 DB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1706.See file dsdata.txt to determine how the superseded data were derived.
 DB1706
 DB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2371312325(NAD 83)
 DB1706_MARKER: N = NAIL
 DB1706_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DB1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1706
 DB1706  HISTORY     - Date     Condition        Report By
 DB1706  HISTORY     - 1964     MONUMENTED       USGS
 DB1706  HISTORY     - 20070616 MARK NOT FOUND   GEOCAC
 DB1706
 DB1706                          STATION DESCRIPTION
 DB1706
 DB1706'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1706'LOCATED 7 MI S. OF NEW BRIDGE CROSSING COLORADO RIVER AT YUMA, 6
 DB1706'MI NE. OF SOMERTON.
 DB1706'
 DB1706'TO REACH NOT GIVEN.
 DB1706'
 DB1706'STATION MARK--NAIL CENTERED OVER TOP OF BURIED 4 X 4 POST 1.5 FT
 DB1706'DEEP, IN CENTERLINE OF X-RD.  THE POST IS SCRIBED TO INDICATE SE
 DB1706'COR SEC 22 T9S R23W.
 DB1706'
 DB1706'RMS--NONE SET.
 DB1706
 DB1706                          STATION RECOVERY (2007)
 DB1706
 DB1706'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1706'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO A SURVEY HAND
 DB1706'HOLE AND A STAMPED DISK THAT IS 10 INCHES BELOW THE ROAD SURFACE. THE
 DB1706'FOLLOWING IS STAMPED ON THE DISK - T*S R23W S21 S22 S2* S27 19*3.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1707 ***********************************************************************
 DB1707  DESIGNATION -  T9S R23W SEC 36
 DB1707  PID         -  DB1707
 DB1707  STATE/COUNTY-  AZ/YUMA
 DB1707  USGS QUAD   -  YUMA SE (1965)
 DB1707
 DB1707                         *CURRENT SURVEY CONTROL
 DB1707  ___________________________________________________________________
 DB1707* NAD 83(1992)-  32 35 48.84362(N)    114 33 47.99273(W)     ADJUSTED  
 DB1707* NAVD 88     -        62.0    (meters)     203.     (feet)  VERTCON   
 DB1707  ___________________________________________________________________
 DB1707  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DB1707  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DB1707  HORZ ORDER  -  THIRD
 DB1707
 DB1707.The horizontal coordinates were established by classical geodetic methods
 DB1707.and adjusted by the National Geodetic Survey in August 1993.
 DB1707
 DB1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1707
 DB1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1707
 DB1707.The geoid height was determined by GEOID03.
 DB1707
 DB1707;                    North         East     Units Scale Factor Converg.
 DB1707;SPC AZ W     -   177,349.826   137,011.834   MT  1.00000519   -0 26 17.5
 DB1707;SPC AZ W     -   581,856.38    449,513.89   iFT  1.00000519   -0 26 17.5
 DB1707;UTM  11      - 3,609,221.407   728,682.002   MT  1.00024490   +1 18 47.8
 DB1707
 DB1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1707!SPC AZ W     -   0.99999561  x   1.00000519  =   1.00000080
 DB1707!UTM  11      -   0.99999561  x   1.00024490  =   1.00024051
 DB1707
 DB1707                          SUPERSEDED SURVEY CONTROL
 DB1707
 DB1707  NAD 83(1986)-  32 35 48.85268(N)    114 33 48.00147(W) AD(       ) 3
 DB1707  NGVD 29 (04/26/91)   61.3    (m)          201.     (f) VERT ANG    3  
 DB1707
 DB1707.Superseded values are not recommended for survey control.
 DB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1707.See file dsdata.txt to determine how the superseded data were derived.
 DB1707
 DB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2868209221(NAD 83)
 DB1707_MARKER: I = METAL ROD
 DB1707_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DB1707_SP_SET: OBJECT DRIVEN INTO GROUND
 DB1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1707
 DB1707  HISTORY     - Date     Condition        Report By
 DB1707  HISTORY     - 1964     MONUMENTED       USGS
 DB1707  HISTORY     - 20070616 MARK NOT FOUND   GEOCAC
 DB1707
 DB1707                          STATION DESCRIPTION
 DB1707
 DB1707'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1707'LOCATED 8.5 MI E. OF STOPLIGHT AT SOMERTON.  AT INTERSECTION
 DB1707'FORMED BY FOUR CONCRETE IRRIGATION DIVERSION GATES.  A U.S.
 DB1707'BUREAU OF RECLAMATION DISK, NOT STAMPED, IS 50 FT N. AND 19 FT E.
 DB1707'OF STATION MARK.
 DB1707'
 DB1707'TO REACH NOT GIVEN.
 DB1707'
 DB1707'STATION MARK--1-INCH IRON PIPE BURIED ABOUT 1 FT BELOW SAND.
 DB1707'
 DB1707'RM 1--BOLT SCRIBED RP 63.85, IN TOP OF CONCRETE HEADWALL TO SW.
 DB1707'
 DB1707'RM 2--BOLT SCRIBED RP 64.25, IN TOP OF CONCRETE HEADWALL TO NW.
 DB1707
 DB1707                          STATION RECOVERY (2007)
 DB1707
 DB1707'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DB1707'DID NOT FIND THE MARK. THE ADJUSTED COORDINATES POINT TO A SURVEY HAND
 DB1707'HOLE AND A STAMPED DISK THAT IS 1.5 FEET BELOW THE ROAD SURFACE. THE
 DB1707'FOLLOWING IS STAMPED ON THE DISK - R23W T9S R22W S36 S31 S1 S6 T10S
 DB1707'R22W LS 15767 1994. ALSO DID NOT LOCATE RM BOLTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1559 ***********************************************************************
 DA1559  DESIGNATION -  T9S R3E SEC 35 1/4 COR SOUTH
 DA1559  PID         -  DA1559
 DA1559  STATE/COUNTY-  AZ/MARICOPA
 DA1559  USGS QUAD   -  TOM THUMB (1986)
 DA1559
 DA1559                         *CURRENT SURVEY CONTROL
 DA1559  ___________________________________________________________________
 DA1559* NAD 83(1992)-  32 35 34.59685(N)    112 32 14.31502(W)     NO CHECK  
 DA1559* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 DA1559  ___________________________________________________________________
 DA1559  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DA1559  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DA1559  HORZ ORDER  -  THIRD
 DA1559
 DA1559.The horizontal coordinates were established by classical geodetic methods
 DA1559.and adjusted by the National Geodetic Survey in August 1993.
 DA1559.No horizontal observational check was made to the station.
 DA1559
 DA1559.The orthometric height was scaled from a topographic map.
 DA1559
 DA1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1559
 DA1559.The geoid height was determined by GEOID03.
 DA1559
 DA1559;                    North         East     Units Scale Factor Converg.
 DA1559;SPC AZ C     -   176,783.134   155,099.386   MT  0.99994184   -0 20 03.6
 DA1559;SPC AZ C     -   579,997.16    508,856.25   iFT  0.99994184   -0 20 03.6
 DA1559;UTM  12      - 3,607,204.838   355,727.799   MT  0.99985667   -0 49 41.7
 DA1559
 DA1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1559!SPC AZ C     -   0.99990991  x   0.99994184  =   0.99985176
 DA1559!UTM  12      -   0.99990991  x   0.99985667  =   0.99976659
 DA1559
 DA1559                          SUPERSEDED SURVEY CONTROL
 DA1559
 DA1559  NAD 83(1986)-  32 35 34.58581(N)    112 32 14.31726(W) AD(       ) 3
 DA1559  NAD 27      -  32 35 34.39000(N)    112 32 11.79000(W) AD(       ) 3
 DA1559
 DA1559.Superseded values are not recommended for survey control.
 DA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1559.See file dsdata.txt to determine how the superseded data were derived.
 DA1559
 DA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5572807205(NAD 83)
 DA1559_MARKER: P = PIPE CAP
 DA1559_SETTING: 0 = UNSPECIFIED SETTING
 DA1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1559
 DA1559  HISTORY     - Date     Condition        Report By
 DA1559  HISTORY     - 1936     MONUMENTED       USGLO
 DA1559
 DA1559                          STATION DESCRIPTION
 DA1559
 DA1559'DESCRIBED BY US GENERAL LAND OFFICE 1936 (JB)
 DA1559'THE SOUTH 1/4 CORNER OF SEC. 35, T. 9 S., R. 3 W., MARKED BY
 DA1559'A 1-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 DA1559'9 BY 15 BY 36 INCHES SET 28 INCHES IN GROUND.  THE CAP IS
 DA1559'STAMPED WITH THE 1/4 SECTION, AND DATE 1936-1934.  G.L.O. STATION
 DA1559'NO. 8, REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK
 DA1559'7 BY 12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 623.426
 DA1559'METERS (2,045.36 FEET) FROM STATION N 58 DEG 31 MIN E.
 DA1559'REFERENCE MARK NO. 2, A BRASS CAP SET IN CONCRETE BLOCK 7 BY
 DA1559'12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 100.307 METERS
 DA1559'(329.09 FEET) WEST (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2260 ***********************************************************************
 CZ2260  DESIGNATION -  T9S R3E SEC 36 SE COR
 CZ2260  PID         -  CZ2260
 CZ2260  STATE/COUNTY-  AZ/PINAL
 CZ2260  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ2260
 CZ2260                         *CURRENT SURVEY CONTROL
 CZ2260  ___________________________________________________________________
 CZ2260* NAD 83(1992)-  32 35 37.40369(N)    111 59 53.24962(W)     ADJUSTED  
 CZ2260* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 CZ2260  ___________________________________________________________________
 CZ2260  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CZ2260  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 CZ2260  HORZ ORDER  -  THIRD
 CZ2260
 CZ2260.The horizontal coordinates were established by classical geodetic methods
 CZ2260.and adjusted by the National Geodetic Survey in August 1993.
 CZ2260
 CZ2260.The orthometric height was scaled from a topographic map.
 CZ2260
 CZ2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2260
 CZ2260.The geoid height was determined by GEOID03.
 CZ2260
 CZ2260;                    North         East     Units Scale Factor Converg.
 CZ2260;SPC AZ C     -   176,702.538   205,713.533   MT  0.99990072   -0 02 38.0
 CZ2260;SPC AZ C     -   579,732.74    674,913.17   iFT  0.99990072   -0 02 38.0
 CZ2260;UTM  12      - 3,606,688.049   406,332.343   MT  0.99970819   -0 32 15.7
 CZ2260
 CZ2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2260!SPC AZ C     -   0.99992667  x   0.99990072  =   0.99982740
 CZ2260!UTM  12      -   0.99992667  x   0.99970819  =   0.99963488
 CZ2260
 CZ2260                          SUPERSEDED SURVEY CONTROL
 CZ2260
 CZ2260  NAD 83(1986)-  32 35 37.39445(N)    111 59 53.25242(W) AD(       ) 3
 CZ2260  NAD 27      -  32 35 37.18000(N)    111 59 50.76000(W) AD(       ) 3
 CZ2260
 CZ2260.Superseded values are not recommended for survey control.
 CZ2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2260.See file dsdata.txt to determine how the superseded data were derived.
 CZ2260
 CZ2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0633206688(NAD 83)
 CZ2260
 CZ2260  HISTORY     - Date     Condition        Report By
 CZ2260  HISTORY     - 1914     MONUMENTED       USGLO
 CZ2260  HISTORY     - 1938     GOOD             CGS
 CZ2260
 CZ2260                          STATION DESCRIPTION
 CZ2260
 CZ2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CZ2260'THE SOUTHEAST CORNER OF SEC. 36, T. 9 S., R. 3 E., MARKED
 CZ2260'BY A 3-INCH IRON POST WITH A BRASS CAP SET IN A CONCRETE BLOCK
 CZ2260'9 BY 15 BY 36 INCHES SET 32 INCHES IN GROUND.  THE CAP IS
 CZ2260'STAMPED WITH THE SECTION, TOWNSHIP, RANGE, AND DATE 1936-1914.
 CZ2260'REFERENCE MARK NO. 1, A BRASS CAP SET IN CONCRETE BLOCK 7 BY
 CZ2260'12 BY 30 INCHES SET 26 INCHES IN GROUND, IS 146.975 METERS
 CZ2260'(482.20 FEET) EAST (MAGNETIC).  REFERENCE MARK NO. 2, A BRASS CAP
 CZ2260'SET IN CONCRETE BLOCK 7 BY 12 BY 30 INCHES SET 26 INCHES IN
 CZ2260'GROUND, IS 16.745 METERS (54.94 FEET) S. 7 DEG 11 MIN
 CZ2260'W.  (MAGNETIC).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1363 ***********************************************************************
 CZ1363  DESIGNATION -  T9S R5 6E SECS 1 6 CC
 CZ1363  PID         -  CZ1363
 CZ1363  STATE/COUNTY-  AZ/PINAL
 CZ1363  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1363
 CZ1363                         *CURRENT SURVEY CONTROL
 CZ1363  ___________________________________________________________________
 CZ1363* NAD 83(1986)-  32 40 51.     (N)    111 47 32.     (W)     SCALED    
 CZ1363* NAVD 88     -       457.01   (+/-2cm)    1499.4    (feet)  VERTCON   
 CZ1363  ___________________________________________________________________
 CZ1363  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ1363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1363
 CZ1363.The horizontal coordinates were scaled from a topographic map and have
 CZ1363.an estimated accuracy of +/- 6 seconds.
 CZ1363
 CZ1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1363.The vertical order pertains to the NGVD 29 superseded value.
 CZ1363
 CZ1363.The geoid height was determined by GEOID03.
 CZ1363
 CZ1363;                    North         East    Units  Estimated Accuracy
 CZ1363;SPC AZ C     -   186,370.      225,030.      MT  (+/- 180 meters Scaled)
 CZ1363
 CZ1363                          SUPERSEDED SURVEY CONTROL
 CZ1363
 CZ1363  NGVD 29 (??/??/92)  456.43   (m)         1497.5    (f) COMPUTED    2 0
 CZ1363
 CZ1363.Superseded values are not recommended for survey control.
 CZ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1363.See file dsdata.txt to determine how the superseded data were derived.
 CZ1363
 CZ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB257161(NAD 83)
 CZ1363_MARKER: P = PIPE CAP
 CZ1363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1363_STAMPING: S1 S6 R5E R6E T9S 1915
 CZ1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1363+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1363
 CZ1363  HISTORY     - Date     Condition        Report By
 CZ1363  HISTORY     - 1915     MONUMENTED       CGS
 CZ1363  HISTORY     - 1952     GOOD             NGS
 CZ1363  HISTORY     - 1966     GOOD             NGS
 CZ1363  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1363
 CZ1363                          STATION DESCRIPTION
 CZ1363
 CZ1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1363'3.0 MI S FROM WHITE HORSE PASS.
 CZ1363'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1363'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1363'0.45 MILE NORTHWEST OF A WINDMILL, AT THE NORTHWEST CORNER OF A FENCE
 CZ1363'LINE, AT A LARGE OPEN FLAT, A BRASS RIVETED ON THE TOP OF A 2 1/2 INCH
 CZ1363'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND, 1.2 FEET NORTH OF THE
 CZ1363'CORNER FENCE POST.
 CZ1363
 CZ1363                          STATION RECOVERY (1966)
 CZ1363
 CZ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1363'RECOVERED IN GOOD CONDITION.
 CZ1363
 CZ1363                          STATION RECOVERY (2008)
 CZ1363
 CZ1363'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1363'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ1363'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ1363'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ1363'HARMON ROAD ABOUT 6.00 MILES TO A GATE AND A T-JUNCTION. TURN SOUTH
 CZ1363'AND GO .63 MILES TO A ROAD RIGHT.
 CZ1363'TURN EAST AND TRAVEL ABOUT 1 MILE WEST TO A T-JUNCTION. TURN NORTH,
 CZ1363'AND TRAVEL ABOUT 1.00 MILES NORTH TO THE STATION SITE, AND THE MARK ON
 CZ1363'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1369 ***********************************************************************
 CZ1369  DESIGNATION -  T9S R6E SECS 3 4 CC
 CZ1369  PID         -  CZ1369
 CZ1369  STATE/COUNTY-  AZ/PINAL
 CZ1369  USGS QUAD   -  ELOY NW (1981)
 CZ1369
 CZ1369                         *CURRENT SURVEY CONTROL
 CZ1369  ___________________________________________________________________
 CZ1369* NAD 83(1986)-  32 40 31.     (N)    111 44 28.     (W)     SCALED    
 CZ1369* NAVD 88     -       465.64   (+/-2cm)    1527.7    (feet)  VERTCON   
 CZ1369  ___________________________________________________________________
 CZ1369  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ1369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1369
 CZ1369.The horizontal coordinates were scaled from a topographic map and have
 CZ1369.an estimated accuracy of +/- 6 seconds.
 CZ1369
 CZ1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1369.The vertical order pertains to the NGVD 29 superseded value.
 CZ1369
 CZ1369.The geoid height was determined by GEOID03.
 CZ1369
 CZ1369;                    North         East    Units  Estimated Accuracy
 CZ1369;SPC AZ C     -   185,760.      229,820.      MT  (+/- 180 meters Scaled)
 CZ1369
 CZ1369                          SUPERSEDED SURVEY CONTROL
 CZ1369
 CZ1369  NGVD 29 (??/??/92)  465.055  (m)         1525.77   (f) ADJ UNCH    2 0
 CZ1369
 CZ1369.Superseded values are not recommended for survey control.
 CZ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1369.See file dsdata.txt to determine how the superseded data were derived.
 CZ1369
 CZ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB305155(NAD 83)
 CZ1369_MARKER: P = PIPE CAP
 CZ1369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1369_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1369_STAMPING: CC S 4 S 3 T 9 SR 6 E 1915
 CZ1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1369+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1369
 CZ1369  HISTORY     - Date     Condition        Report By
 CZ1369  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1369  HISTORY     - 1952     GOOD             NGS
 CZ1369  HISTORY     - 1966     GOOD             NGS
 CZ1369  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1369
 CZ1369                          STATION DESCRIPTION
 CZ1369
 CZ1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1369'6.4 MI SE FROM WHITE HORSE PASS.
 CZ1369'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1369'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1369'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.1 MILES EAST ALONG
 CZ1369'A TRACK ROAD, 1 MILE EAST OF A FENCE CORNER, 8 FEET NORTH OF THE
 CZ1369'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A POST BEARING A USGS METAL
 CZ1369'TAG, A BRASS CAP RIVETED ON THE TOP OF A 1 1/2 INCH IRON PIPE
 CZ1369'PROJECTING 0.8 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1369
 CZ1369                          STATION RECOVERY (1966)
 CZ1369
 CZ1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1369'RECOVERED IN GOOD CONDITION.
 CZ1369
 CZ1369                          STATION RECOVERY (2008)
 CZ1369
 CZ1369'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1369'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ1369'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ1369'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ1369'HARMON ROAD 4.03 MILES TO THE STATION SITE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1366 ***********************************************************************
 CZ1366  DESIGNATION -  T9S R6E SECS 4 5 CC
 CZ1366  PID         -  CZ1366
 CZ1366  STATE/COUNTY-  AZ/PINAL
 CZ1366  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1366
 CZ1366                         *CURRENT SURVEY CONTROL
 CZ1366  ___________________________________________________________________
 CZ1366* NAD 83(1986)-  32 40 31.     (N)    111 45 26.     (W)     SCALED    
 CZ1366* NAVD 88     -       465.74   (+/-2cm)    1528.0    (feet)  VERTCON   
 CZ1366  ___________________________________________________________________
 CZ1366  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ1366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1366
 CZ1366.The horizontal coordinates were scaled from a topographic map and have
 CZ1366.an estimated accuracy of +/- 6 seconds.
 CZ1366
 CZ1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1366.The vertical order pertains to the NGVD 29 superseded value.
 CZ1366
 CZ1366.The geoid height was determined by GEOID03.
 CZ1366
 CZ1366;                    North         East    Units  Estimated Accuracy
 CZ1366;SPC AZ C     -   185,750.      228,310.      MT  (+/- 180 meters Scaled)
 CZ1366
 CZ1366                          SUPERSEDED SURVEY CONTROL
 CZ1366
 CZ1366  NGVD 29 (??/??/92)  465.157  (m)         1526.10   (f) ADJ UNCH    2 0
 CZ1366
 CZ1366.Superseded values are not recommended for survey control.
 CZ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1366.See file dsdata.txt to determine how the superseded data were derived.
 CZ1366
 CZ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB290155(NAD 83)
 CZ1366_MARKER: P = PIPE CAP
 CZ1366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1366_STAMPING: CCS 5 S 4 T9S R6E 1915
 CZ1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1366+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1366
 CZ1366  HISTORY     - Date     Condition        Report By
 CZ1366  HISTORY     - 1915     MONUMENTED       USGLO
 CZ1366  HISTORY     - 1952     GOOD             NGS
 CZ1366  HISTORY     - 1966     GOOD             NGS
 CZ1366  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1366
 CZ1366                          STATION DESCRIPTION
 CZ1366
 CZ1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1366'5.4 MI SE FROM WHITE HORSE PASS.
 CZ1366'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1366'VILLAGE AT WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1366'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 2.1 MILES EAST ALONG
 CZ1366'A TRACK ROAD, AT A T FENCE CORNER, 185 FEET WEST OF A SOUTHEAST CORNER
 CZ1366'OF A FENCE LINE, IN LINE WITH AN EAST-WEST FENCE, 145 FEET WEST OF BM
 CZ1366'S 31 S 32 (GLO), 124 FEET WEST OF THE CENTER LINE OF A GATE, 10 FEET
 CZ1366'NORTH OF THE CENTER LINE OF A DIM TRACK ROAD, A BRASS CAP RIVETED ON
 CZ1366'THE TOP OF AN IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND, AND
 CZ1366'ABOUT LEVEL WITH THE ROAD.
 CZ1366
 CZ1366                          STATION RECOVERY (1966)
 CZ1366
 CZ1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1366'RECOVERED IN GOOD CONDITION.
 CZ1366
 CZ1366                          STATION RECOVERY (2008)
 CZ1366
 CZ1366'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1366'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ1366'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ1366'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ1366'HARMON ROAD ABOUT 5.00 MILES TO THE STATION SITE AND THE MARK ON THE
 CZ1366'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0529 ***********************************************************************
 DA0529  DESIGNATION -  T9S R6W SECS 10 11 1/4 COR
 DA0529  PID         -  DA0529
 DA0529  STATE/COUNTY-  AZ/MARICOPA
 DA0529  USGS QUAD   -  MIDWAY (1986)
 DA0529
 DA0529                         *CURRENT SURVEY CONTROL
 DA0529  ___________________________________________________________________
 DA0529* NAD 83(1986)-  32 39 36.     (N)    112 51 18.     (W)     SCALED    
 DA0529* NAVD 88     -       342.48   (+/-2cm)    1123.6    (feet)  VERTCON   
 DA0529  ___________________________________________________________________
 DA0529  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DA0529  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0529
 DA0529.The horizontal coordinates were scaled from a topographic map and have
 DA0529.an estimated accuracy of +/- 6 seconds.
 DA0529
 DA0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0529.The vertical order pertains to the NGVD 29 superseded value.
 DA0529
 DA0529.The geoid height was determined by GEOID03.
 DA0529
 DA0529;                    North         East    Units  Estimated Accuracy
 DA0529;SPC AZ C     -   184,440.      125,340.      MT  (+/- 180 meters Scaled)
 DA0529
 DA0529                          SUPERSEDED SURVEY CONTROL
 DA0529
 DA0529  NGVD 29 (??/??/92)  341.846  (m)         1121.54   (f) ADJ UNCH    1 2
 DA0529
 DA0529.Superseded values are not recommended for survey control.
 DA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0529.See file dsdata.txt to determine how the superseded data were derived.
 DA0529
 DA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB260151(NAD 83)
 DA0529_MARKER: P = PIPE CAP
 DA0529_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DA0529_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DA0529_STAMPING: WC 1/4 S10/S11 1934
 DA0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0529
 DA0529  HISTORY     - Date     Condition        Report By
 DA0529  HISTORY     - UNK      MONUMENTED       USGLO
 DA0529  HISTORY     - 1953     GOOD             NGS
 DA0529  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0529
 DA0529                          STATION DESCRIPTION
 DA0529
 DA0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0529'21.6 MI S FROM GIAL BEND.
 DA0529'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0529'COMPANY RAILROAD STATION AT GILA BEND, THENCE 6.6 MILES SOUTH ALONG
 DA0529'THE TUCSON, CORNELIA AND GILA BEND, ABOUT 500 FEET SOUTHWEST OF BRIDGE
 DA0529'219, IN A WASH, 0.25 MILE NORTH OF A TRACK ROAD LEADING WEST TO STATE
 DA0529'HIGHWAY 85, 25 FEET WEST OF THE CENTER LINE OF AN ABANDONED HIGHWAY,
 DA0529'25 1/2 FEET NORTH OF THE CENTER OF THE WASH, AND RIVETED ON TOP OF A
 DA0529'3/4-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DA0529
 DA0529                          STATION RECOVERY (1980)
 DA0529
 DA0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0529'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS
 DA0529'AREA HAS BEEN GRADED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1871 ***********************************************************************
 CZ1871  DESIGNATION -  TABLE
 CZ1871  PID         -  CZ1871
 CZ1871  STATE/COUNTY-  AZ/PINAL
 CZ1871  USGS QUAD   -  HOLY JOE PEAK (1972)
 CZ1871
 CZ1871                         *CURRENT SURVEY CONTROL
 CZ1871  ___________________________________________________________________
 CZ1871* NAD 83(1992)-  32 49 28.20002(N)    110 31 09.34843(W)     ADJUSTED  
 CZ1871* NAVD 88     -      1877.0    (meters)    6158.     (feet)  VERTCON   
 CZ1871  ___________________________________________________________________
 CZ1871  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 CZ1871  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CZ1871  HORZ ORDER  -  FIRST
 CZ1871
 CZ1871.The horizontal coordinates were established by classical geodetic methods
 CZ1871.and adjusted by the National Geodetic Survey in August 1993.
 CZ1871
 CZ1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1871
 CZ1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1871
 CZ1871.The geoid height was determined by GEOID03.
 CZ1871
 CZ1871;                    North         East     Units Scale Factor Converg.
 CZ1871;SPC AZ C     -   203,155.043   344,202.059   MT  1.00011103   +0 45 27.3
 CZ1871;SPC AZ C     -   666,519.17  1,129,271.85   iFT  1.00011103   +0 45 27.3
 CZ1871;UTM  12      - 3,631,933.601   544,997.323   MT  0.99962497   +0 15 38.1
 CZ1871
 CZ1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1871!SPC AZ C     -   0.99970972  x   1.00011103  =   0.99982072
 CZ1871!UTM  12      -   0.99970972  x   0.99962497  =   0.99933480
 CZ1871
 CZ1871|---------------------------------------------------------------------|
 CZ1871| PID    Reference Object                     Distance      Geod. Az  |
 CZ1871|                                                           dddmmss.s |
 CZ1871| CZ1872 TABLE RM 2                            4.273 METERS 05232     |
 CZ1871| CC7475 TABLE RM 3                            4.877 METERS 17018     |
 CZ1871| CC7474 TABLE AZ MK                                        1840438.0 |
 CZ1871| CZ1722 TIGER MUN TANK                      APPROX.20.3 KM 2295616.9 |
 CZ1871| CZ1870 TABLE RM 1                            7.978 METERS 35112     |
 CZ1871|---------------------------------------------------------------------|
 CZ1871
 CZ1871                          SUPERSEDED SURVEY CONTROL
 CZ1871
 CZ1871  NAD 83(1986)-  32 49 28.19717(N)    110 31 09.34602(W) AD(       ) 1
 CZ1871  NAD 27      -  32 49 27.95900(N)    110 31 06.99900(W) AD(       ) 1
 CZ1871  NGVD 29 (07/19/86) 1876.3    (m)         6156.     (f) VERT ANG    3  
 CZ1871
 CZ1871.Superseded values are not recommended for survey control.
 CZ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1871.See file dsdata.txt to determine how the superseded data were derived.
 CZ1871
 CZ1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4499731934(NAD 83)
 CZ1871_MARKER: DS = TRIANGULATION STATION DISK
 CZ1871_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1871
 CZ1871  HISTORY     - Date     Condition        Report By
 CZ1871  HISTORY     - 1946     MONUMENTED       USGS
 CZ1871  HISTORY     - 1946     GOOD             USGS
 CZ1871  HISTORY     - 1947     GOOD             CGS
 CZ1871
 CZ1871                          STATION DESCRIPTION
 CZ1871
 CZ1871'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CZ1871'STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY, BUT LIGHTS
 CZ1871'SHOWN FROM IT WERE OBSERVED FROM STATIONS BUFORD, PLATEAU
 CZ1871'(U.S.G.S.), AND IMPERIAL.  THE FOLLOWING DESCRIPTION IS COMPILED
 CZ1871'FROM THE NOTES OF THE BUILDING PARTY AND THE RECONNAISSANCE
 CZ1871'DESCRIPTION FOR HOLY.
 CZ1871'
 CZ1871'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 19 MILES SE
 CZ1871'OF WINKELMAN AND 10 MILES N OF MAMMOTH, ON A MOUNTAIN KNOWN
 CZ1871'LOCALLY AS HOLY JOE PEAK OR TABLE MOUNTAIN.  IT IS ON THE
 CZ1871'HIGHEST POINT OF THE MOUNTAIN.
 CZ1871'
 CZ1871'STATION IS 4 PACES S OF A DEAD TREE USED AS U.S.G.S. STATION
 CZ1871'TABLE 1936.  IT IS MARKED BY A BRONZE STATION DISK, STAMPED
 CZ1871'TABLE 1946.  IT IS SET IN OUTCROPPING BEDROCK.
 CZ1871'
 CZ1871'REFERENCE MARKS 1 AND 2 ARE U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1871'DISKS, STAMPED TABLE 1936, REFERENCING THE DEAD TREE.  REFERENCE
 CZ1871'MARK 1 IS 8 PACES NW OF THE STATION.  REFERENCE MARK 2 IS
 CZ1871'5 PACES NE.  REFERENCE MARK 3 IS A BRONZE REFERENCE DISK,
 CZ1871'STAMPED TABLE NO 3 1946, AND IS 6 PACES S OF THE STATION.
 CZ1871'ALL MARKS ARE SET IN BEDROCK.
 CZ1871'
 CZ1871'THE AZIMUTH MARK IS 1/2 MILE S OF THE STATION, ON HIGHEST
 CZ1871'POINT OF LIGHT ROCK JUST ABOVE THE END OF TRUCK TRAVEL MENTIONED
 CZ1871'IN THE RECONNAISSANCE DESCRIPTION.  MARK IS A BRONZE AZIMUTH
 CZ1871'DISK, STAMPED TABLE 1946, AND SET IN A DRILL HOLE IN ROCK THAT
 CZ1871'PROJECTS 2 FEET AND NEAR A CAIRN.
 CZ1871'
 CZ1871'A 4-FOOT STAND ERECTED.
 CZ1871'
 CZ1871'IT IS CONSIDERED LIKELY THAT AN 8-FOOT STAND WILL BE REQUIRED
 CZ1871'TO SEE STATION HUB.
 CZ1871'
 CZ1871'NOT OCCUPIED.
 CZ1871
 CZ1871                          STATION RECOVERY (1946)
 CZ1871
 CZ1871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 CZ1871'RECOVERED IN GOOD CONDITION.
 CZ1871
 CZ1871                          STATION RECOVERY (1947)
 CZ1871
 CZ1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1871'THE STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF WINKELMAN
 CZ1871'AND ABOUT 10 MILES NORTHEAST OF MAMMOTH ON THE TOP OF HOLY
 CZ1871'JOE PEAK.  THE STATION MARK IS A BRONZE DISK, PROJECTS 8
 CZ1871'INCHES, SET ABOUT 250 PACES EAST OF THE WEST RIM AND 7 PACES
 CZ1871'NORTH OF THE SOUTH RIM.  IT IS STAMPED--TABLE 1946.
 CZ1871'
 CZ1871'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1871'DISK, PROJECTS 4 INCHES, SET IN A DRILL HOLE IN OUTCROPPING
 CZ1871'BEDROCK AT SAME ELEVATION AS THE STATION MARK.  IT IS
 CZ1871'STAMPED--TABLE NO 1 1936.
 CZ1871'
 CZ1871'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1871'DISK, PROJECTS 2 INCHES, IS SET IN A DRILL HOLE IN OUTCROPPING
 CZ1871'BEDROCK AT SAME ELEVATION AS THE STATION MARK.  IT IS
 CZ1871'STAMPED--TABLE NO 2 1936.
 CZ1871'
 CZ1871'REFERENCE MARK NO. 3 IS A BRONZE DISK, PROJECTS 10 INCHES, IS
 CZ1871'4 FEET NORTH OF THE RIM, IS SAME ELEVATION AS THE STATION
 CZ1871'MARK AND IS STAMPED--TABLE NO 3 1946.
 CZ1871'
 CZ1871'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 16 INCHES, SET
 CZ1871'ON THE SOUTHERN EDGE AND HIGHEST POINT OF THE LIGHT COLORED
 CZ1871'HILL EAST OF THE END OF TRUCK TRAVEL.  IT IS STAMPED TABLE 1946.
 CZ1871'
 CZ1871'TO REACH THE STATION FROM MAMMOTH.  GO NORTHERLY ON STATE
 CZ1871'HIGHWAY 77, 2.1 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 0.1
 CZ1871'MILE TO A CATTLE GUARD.  CONTINUE 0.5 MILE TO A ROAD LEFT
 CZ1871'UP WASH.  TURN LEFT, FOLLOW WASH 7.6 MILES TO A GATE JUST
 CZ1871'OUT OF WASH TO LEFT.  PASS THROUGH GATE FOLLOW ROAD 1.0 MILE
 CZ1871'TO A GATE.  PASS THROUGH GATE CONTINUE 0.15 MILE TO A ROAD
 CZ1871'LEFT OUT OF WASH.  CONTINUE UP WASH 0.4 MILE TO A ROAD
 CZ1871'LEFT.  TURN LEFT, LEAVE WASH, GO 0.5 MILE TO A FORK.
 CZ1871'BEAR LEFT, GO 0.95 MILE TO DIM TRACKS TO LEFT ALONG CREST
 CZ1871'OF RIDGE.  THE MAIN ROAD LEAVES THE RIDGE JUST BEYOND THIS
 CZ1871'POINT.  TURN LEFT, FOLLOW CREST OF RIDGE 0.6 MILE TO END OF
 CZ1871'TRUCK TRAVEL IN A SADDLE WEST OF A LIGHT COLORED HILL.  FROM
 CZ1871'HERE PACK OVER LIGHT COLORED HILL, THEN EASTERLY TO TOP OF
 CZ1871'RIM, THEN TO THE LEFT ALONG RIM TO STATION.  A 1 HOUR AND
 CZ1871'30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1442 ***********************************************************************
 DA1442  DESIGNATION -  TABLE
 DA1442  PID         -  DA1442
 DA1442  STATE/COUNTY-  AZ/PINAL
 DA1442  USGS QUAD   -  INDIAN BUTTE (1981)
 DA1442
 DA1442                         *CURRENT SURVEY CONTROL
 DA1442  ___________________________________________________________________
 DA1442* NAD 83(1992)-  32 45 12.00260(N)    112 07 31.20443(W)     ADJUSTED  
 DA1442* NAVD 88     -      1333.7    (meters)    4376.     (feet)  VERTCON   
 DA1442  ___________________________________________________________________
 DA1442  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DA1442  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DA1442  HORZ ORDER  -  FIRST
 DA1442
 DA1442.The horizontal coordinates were established by classical geodetic methods
 DA1442.and adjusted by the National Geodetic Survey in August 1993.
 DA1442
 DA1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1442
 DA1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1442
 DA1442.The geoid height was determined by GEOID03.
 DA1442
 DA1442;                    North         East     Units Scale Factor Converg.
 DA1442;SPC AZ C     -   194,417.729   193,807.170   MT  0.99990471   -0 06 46.4
 DA1442;SPC AZ C     -   637,853.44    635,850.30   iFT  0.99990471   -0 06 46.4
 DA1442;UTM  12      - 3,624,502.213   394,581.560   MT  0.99973703   -0 36 32.0
 DA1442
 DA1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1442!SPC AZ C     -   0.99979541  x   0.99990471  =   0.99970014
 DA1442!UTM  12      -   0.99979541  x   0.99973703  =   0.99953249
 DA1442
 DA1442:                Primary Azimuth Mark                     Grid Az
 DA1442:SPC AZ C     -  FOUR PEAKS                               035 45 35.8
 DA1442:UTM  12      -  FOUR PEAKS                               036 15 21.4
 DA1442
 DA1442|---------------------------------------------------------------------|
 DA1442| PID    Reference Object                     Distance      Geod. Az  |
 DA1442|                                                           dddmmss.s |
 DA1442| DU2031 FOUR PEAKS                                         0353849.4 |
 DA1442| CH5542 TABLE RM E                            3.800 METERS 08546     |
 DA1442| CZ1935 DESERT PEAK                         APPROX.68.1 KM 0930151.4 |
 DA1442| CZ1814 RINCON PEAK                                        1143420.5 |
 DA1442| CG1129 COMOBABI PEAK                                      1551451.4 |
 DA1442| DA1562 FLAT TOP CENTER                     APPROX.59.3 KM 2572538.3 |
 DA1442| DA1445 BENCH                               APPROX. 3.7 KM 2775242.9 |
 DA1442| DV2158 GILA PEAK                           APPROX.84.6 KM 3030458.5 |
 DA1442| DV2128 MARE                                APPROX.59.5 KM 3455444.8 |
 DA1442| CH5543 TABLE RM NNW                          7.897 METERS 35113     |
 DA1442|---------------------------------------------------------------------|
 DA1442
 DA1442                          SUPERSEDED SURVEY CONTROL
 DA1442
 DA1442  NAD 83(1986)-  32 45 11.99334(N)    112 07 31.20440(W) AD(       ) 1
 DA1442  NAD 27      -  32 45 11.81190(N)    112 07 28.70570(W) AD(       ) 1
 DA1442  NGVD 29 (07/19/86) 1333.0    (m)         4373.     (f) VERT ANG    3  
 DA1442
 DA1442.Superseded values are not recommended for survey control.
 DA1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1442.See file dsdata.txt to determine how the superseded data were derived.
 DA1442
 DA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9458224502(NAD 83)
 DA1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1442+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 DA1442
 DA1442  HISTORY     - Date     Condition        Report By
 DA1442  HISTORY     - 1910     MONUMENTED       CGS
 DA1442  HISTORY     - 1921     GOOD             USGS
 DA1442  HISTORY     - 1936     GOOD             CGS
 DA1442  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1442  HISTORY     - 20050101 GOOD             GEOCAC
 DA1442
 DA1442                          STATION DESCRIPTION
 DA1442
 DA1442'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 DA1442'RECOVERED IN GOOD CONDITION.
 DA1442'
 DA1442'NOTE--CAIRN 10 FT HIGH WAS BUILT OVER DISK.
 DA1442
 DA1442                          STATION RECOVERY (1936)
 DA1442
 DA1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 DA1442'ON THE HIGHEST POINT WHICH IS THE NORTHWEST END, OF THE NORTHEAST
 DA1442'KNOB OF TABLE TOP MOUNTAIN, ABOUT 24-1/2 MILES WESTSOUTHWEST
 DA1442'OF CASA GRANDE AND ABOUT 8 MILES SOUTH OF STATE HIGHWAY
 DA1442'NO. 84.  MARKED BY A STANDARD BRONZE DISK.
 DA1442'THE REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK,
 DA1442'IS 7.897 METERS (25.91 FEET) FROM STATION
 DA1442'N 08 DEG 47 MIN W.  A CROSS CUT IN THE TOP OF A LARGE FLAT
 DA1442'ROCK IS 3.80 METERS (12.5 FEET) FROM STATION N 85
 DA1442'DEG 46 MIN E.
 DA1442
 DA1442                          STATION RECOVERY (1960)
 DA1442
 DA1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA1442'STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 DA1442'MARK 1 WERE FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 DA1442'IS ADEQUATE.
 DA1442'
 DA1442'REFERENCE MARK 2 WAS ESTABLISHED AND OCCUPIED AS AN ECCENTRIC
 DA1442'POINT IN ORDER TO SEE OVER THE RIM OF THE MOUNTAIN TO ROAD
 DA1442'STATIONS LIN AND CREST.
 DA1442'
 DA1442'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 DA1442'
 DA1442'REACHED FROM THE POST OFFICE IN STANFIELD BY GOING WESTERLY
 DA1442'ON STATE HIGHWAY 84, FOR 16.8 MILES TO THE VEKOL OVERPASS,
 DA1442'LEAVE HIGHWAY 84, CROSSING ON THE OVERPASS, AND FOLLOW GRADED
 DA1442'ROAD SOUTHERLY FOR 2.0 MILES TO FORKS, TAKE LEFT FORK SOUTHEAST
 DA1442'FOR 0.8 MILE TO A CONCRETE BLOCK HOUSE ON THE LEFT, CONTINUE
 DA1442'SOUTHEASTERLY ON GRADED ROAD FOR 1.4 MILES TO FORKS, TAKE
 DA1442'RIGHT FORK, SOUTHEAST, FOR 4.5 MILES TO END OF TRUCK TRAVEL
 DA1442'JUST AFTER PASSING OLD SHED ON THE RIGHT, FROM END OF TRUCK
 DA1442'TRAVEL PACK SOUTHERLY UP CANYON, KEEPING TO THE LEFT OF DEEP
 DA1442'WASH, FOR ABOUT 3/4 MILE TO WHERE CANYON FORKS, KEEP TO THE
 DA1442'LEFT UP TO A SADDLE FROM WHICH THE STATION HILL IS VISIBLE
 DA1442'(THE HIGHEST AND LEFT ONE OF TWO PEAKS TO THE SOUTHEAST),
 DA1442'FROM HERE PACK SOUTHEASTERLY TO HIGHEST PART OF HILL AND
 DA1442'STATION.
 DA1442'
 DA1442'THE STATION MARK IS SET IN A MASS OF CONCRETE ABOUT 1 FOOT
 DA1442'BELOW THE GROUND SURFACE AND IS SURROUNDED BY A ROCK WALL ABOUT
 DA1442'2 FEET HIGH.
 DA1442'
 DA1442'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TABLE NO 2
 DA1442'1960, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ABOUT 6
 DA1442'FEET LONG AND 3 FEET WIDE AND PROJECTING 1-1/2 FEET.  IT IS
 DA1442'59.631 METERS OR (195.66 FT) NORTH-NORTHWEST OF THE STATION.
 DA1442'
 DA1442'NO OBSERVATIONS WERE MADE FROM THE TRUE STATION AT THIS DATE.
 DA1442
 DA1442                          STATION RECOVERY (2005)
 DA1442
 DA1442'RECOVERY NOTE BY GEOCACHING 2005 (DJH)
 DA1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1985 ***********************************************************************
 DV1985  DESIGNATION -  TABLE
 DV1985  PID         -  DV1985
 DV1985  STATE/COUNTY-  AZ/MARICOPA
 DV1985  USGS QUAD   -  DAISY MOUNTAIN (1964)
 DV1985
 DV1985                         *CURRENT SURVEY CONTROL
 DV1985  ___________________________________________________________________
 DV1985* NAD 83(2007)-  33 57 49.92216(N)    112 06 59.67116(W)     ADJUSTED  
 DV1985* NAVD 88     -       883.0    (meters)    2897.     (feet)  VERTCON   
 DV1985  ___________________________________________________________________
 DV1985  EPOCH DATE  -        2007.00
 DV1985  X           -  -1,993,981.157 (meters)                     COMP
 DV1985  Y           -  -4,906,510.961 (meters)                     COMP
 DV1985  Z           -   3,543,600.524 (meters)                     COMP
 DV1985  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 DV1985  ELLIP HEIGHT-         854.495 (meters)          (02/10/07) ADJUSTED
 DV1985  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DV1985
 DV1985  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1985  Type    PID    Designation                      North   East  Ellip
 DV1985  -------------------------------------------------------------------
 DV1985  NETWORK DV1985 TABLE                             0.67   0.49   1.06
 DV1985  -------------------------------------------------------------------
 DV1985
 DV1985.The horizontal coordinates were established by GPS observations
 DV1985.and adjusted by the National Geodetic Survey in February 2007.
 DV1985
 DV1985.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1985.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1985.The horizontal coordinates are valid at the epoch date displayed above.
 DV1985.The epoch date for horizontal control is a decimal equivalence
 DV1985.of Year/Month/Day.
 DV1985
 DV1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1985
 DV1985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1985
 DV1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1985
 DV1985.The ellipsoidal height was determined by GPS observations
 DV1985.and is referenced to NAD 83.
 DV1985
 DV1985.The geoid height was determined by GEOID03.
 DV1985
 DV1985;                    North         East     Units Scale Factor Converg.
 DV1985;SPC AZ C     -   328,664.339   194,885.499   MT  0.99990421   -0 06 42.1
 DV1985;SPC AZ C     - 1,078,295.08    639,388.12   iFT  0.99990421   -0 06 42.1
 DV1985;UTM  12      - 3,758,711.271   396,840.577   MT  0.99973118   -0 37 25.9
 DV1985
 DV1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1985!SPC AZ C     -   0.99986588  x   0.99990421  =   0.99977010
 DV1985!UTM  12      -   0.99986588  x   0.99973118  =   0.99959709
 DV1985
 DV1985|---------------------------------------------------------------------|
 DV1985| PID    Reference Object                     Distance      Geod. Az  |
 DV1985|                                                           dddmmss.s |
 DV1985| CH5544 TABLE RM 1                           10.143 METERS 08209     |
 DV1985| DV0147 NEW RM 1                                           19759     |
 DV1985| DV1999 CARL                                APPROX. 1.7 KM 2945933.3 |
 DV1985| CH5545 TABLE RM 2                            8.427 METERS 34552     |
 DV1985|---------------------------------------------------------------------|
 DV1985
 DV1985                          SUPERSEDED SURVEY CONTROL
 DV1985
 DV1985  ELLIP H (06/11/02)  854.498  (m)                       GP(       ) 3 2
 DV1985  NAD 83(1992)-  33 57 49.92092(N)    112 06 59.67150(W) AD(       ) 1
 DV1985  NAD 83(1992)-  33 57 49.92092(N)    112 06 59.67150(W) AD(       ) 1
 DV1985  NAD 83(1986)-  33 57 49.91573(N)    112 06 59.67478(W) AD(       ) 1
 DV1985  NAD 27      -  33 57 49.79000(N)    112 06 57.10700(W) AD(       ) 1
 DV1985  NGVD 29 (11/28/97)  882.4    (m)         2895.     (f) GPS OBS     3  
 DV1985
 DV1985.Superseded values are not recommended for survey control.
 DV1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1985.See file dsdata.txt to determine how the superseded data were derived.
 DV1985
 DV1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9684158711(NAD 83)
 DV1985_MARKER: DS = TRIANGULATION STATION DISK
 DV1985_SETTING: 66 = SET IN ROCK OUTCROP
 DV1985_STAMPING: TABLE 1924
 DV1985_MARK LOGO: CGS   
 DV1985_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV1985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1985+STABILITY: POSITION/ELEVATION WELL
 DV1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1985+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2008
 DV1985
 DV1985  HISTORY     - Date     Condition        Report By
 DV1985  HISTORY     - 1924     MONUMENTED       CGS
 DV1985  HISTORY     - 1955     GOOD             CGS
 DV1985  HISTORY     - 1959     GOOD             CGS
 DV1985  HISTORY     - 1972     GOOD             AZHD
 DV1985  HISTORY     - 19970124 GOOD             ATEAM
 DV1985  HISTORY     - 20080410 GOOD             GEOCAC
 DV1985
 DV1985                          STATION DESCRIPTION
 DV1985
 DV1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV1985'ABOUT 34 MILES DUE NORTH OF PHOENIX, 3 MILES NORTHEAST OF
 DV1985'NEW RIVER STATION STORE ON THE BLACK CANYON ROAD, ONE-HALF
 DV1985'MILE EAST OF THE BLACK CANYON ROAD WHERE IT CROSSES NEW RIVER
 DV1985'AND ON THE SUMMIT OF A PROMINENT FLAT-TOPPED LAVA HILL LYING
 DV1985'JUST SOUTH OF NEW RIVER.  STATION IS NEAR THE BLUFFS ON THE
 DV1985'SOUTH SIDE OF THE MESA, AND A SHORT DISTANCE FROM THE SOUTHWEST
 DV1985'POINT OF THE SUMMIT.  MARKED BY A STANDARD BRONZE DISK.
 DV1985'THE REFERENCE MARK, A STANDARD BRONZE
 DV1985'REFERENCE DISK IS 10.16 METERS (33.3 FEET) FROM
 DV1985'STATION.
 DV1985
 DV1985                          STATION RECOVERY (1955)
 DV1985
 DV1985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 DV1985'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN
 DV1985'GOOD CONDITION.  A REVISED DESCRIPTION FOLLOWS--
 DV1985'
 DV1985'THE STATION IS LOCATED 6.7 MILES SOUTHEAST OF ROCK SPRINGS,
 DV1985'0.5 MILE SOUTHWEST OF THE TT RANCH, ON THE SOUTHERLY AND
 DV1985'HIGHEST PART OF A TABLE TOP MOUNTAIN.
 DV1985'
 DV1985'TO REACH FROM THE GENERAL STORE IN ROCK SPRINGS GO SOUTH ON
 DV1985'STATE HIGHWAY 69 FOR 5.9 MILES TO A GRADED ROAD LEFT, TURN LEFT
 DV1985'(EAST) ON GRADED ROAD AND GO 0.1 MILE TO A TRACK ROAD RIGHT,
 DV1985'TURN RIGHT ON TRACK ROAD AND GO 0.1 MILE TO A WIRE GATE,
 DV1985'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A FORK, TAKE THE
 DV1985'LEFT FORK AND GO 0.1 MILE TO A POWER LINE AND THE END OF TRUCK
 DV1985'TRAVEL.  PACK STRAIGHT AHEAD UP THE STEEP SLOPE TO THE TOP
 DV1985'OF THE MOUNTAIN.  TURN RIGHT TO THE HIGHEST POINT AND THE
 DV1985'STATION.  A 45 MINUTE PACK.
 DV1985'
 DV1985'THE STATION MARK IS A STANDARD DISK STAMPED TABLE 1924 SET
 DV1985'IN A DRILL HOLE IN ROCK.  A LARGE ROCK CAIRN IS BUILT AROUND
 DV1985'THE STATION.
 DV1985'
 DV1985'THE REFERENCE MARK IS EAST OF THE STATION.  IT IS A STANDARD
 DV1985'DISK, NOT STAMPED, SET IN A DRILL HOLE IN ROCK.
 DV1985
 DV1985                          STATION RECOVERY (1959)
 DV1985
 DV1985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 DV1985'THE STATION WAS RECOVERED AND THE MARKS WERE FOUND TO BE IN
 DV1985'GOOD CONDITION.  REFERENCE MARK 2 WAS ESTABLISHED.  A NEW
 DV1985'DESCRIPTION FOLLOWS--THE STATION IS ABOUT 7 MILES SOUTHEAST
 DV1985'OF BLACK CANYON, 4 MILES NORTHEAST OF THE NEW RIVER SERVICE
 DV1985'STATION, 1 MILE EAST OF ARIZONA STATE HIGHWAY 69, AND JUST SOUTH
 DV1985'AND EAST OF NEW RIVER ON A HIGH, BRUSH AND CACTUS COVERED,
 DV1985'PROMINENT, MESA.
 DV1985'
 DV1985'TO REACH THE STATION FROM THE POST OFFICE IN BLACK CANYON,
 DV1985'GO SOUTH ON ARIZONA STATE HIGHWAY 69 FOR 7.3 MILES TO A ROAD
 DV1985'ON THE LEFT, EAST.  TURN SHARP LEFT EASTERLY, CROSSING A STOCK
 DV1985'GUARD AND GO 0.05 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND GO
 DV1985'IN A SOUTHEASTERLY DIRECTION FOR 0.3 MILE, CROSSING NEW RIVER
 DV1985'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH AND EAST TO
 DV1985'THE TOP OF THE MESA AND THE STATION.
 DV1985'
 DV1985'THE STATION IS A STANDARD DISK, STAMPED TABLE 1924, CEMENTED
 DV1985'IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE GROUND.  THE
 DV1985'STATION IS ABOUT 100 YARDS EAST OF THE WEST EDGE OF THE MESA
 DV1985'AND 35 FEET NORTH OF THE SOUTH EDGE OF THE MESA.
 DV1985'
 DV1985'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TABLE NO 1 1924,
 DV1985'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 DV1985'GROUND AND NEAR THE SOUTH EDGE OF THE MESA.
 DV1985'
 DV1985'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TABLE NO 2 1958,
 DV1985'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 14 INCHES.
 DV1985'
 DV1985'TRIANGULATION STATION CARL CAN BE USED FOR AN AZIMUTH MARK.
 DV1985'(SEE DESCRIPTION THEREOF.)
 DV1985
 DV1985                          STATION RECOVERY (1972)
 DV1985
 DV1985'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV1985'GENERAL LOCATION APPROX. 5 MILES NORTH OF NEW RIVER.
 DV1985'
 DV1985'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 DV1985'
 DV1985'STATION MARK STD. USC AND GS. B.C.
 DV1985'
 DV1985'REFERENCE MARKS NO. 1 AND NO. 2 STD. USC AND GS B.C.S.
 DV1985
 DV1985                          STATION RECOVERY (1997)
 DV1985
 DV1985'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV1985'RECOVERED AS DESCRIBED IN NOTE OF 1959.
 DV1985
 DV1985                          STATION RECOVERY (2008)
 DV1985
 DV1985'RECOVERY NOTE BY GEOCACHING 2008 (RJA)
 DV1985'REFERENCE MARK 2 IS LOCATED APPROXIMATELY 30 FEET NORTH OF THE
 DV1985'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1870 ***********************************************************************
 CZ1870  DESIGNATION -  TABLE RM 1
 CZ1870  PID         -  CZ1870
 CZ1870  STATE/COUNTY-  AZ/PINAL
 CZ1870  USGS QUAD   -  HOLY JOE PEAK (1972)
 CZ1870
 CZ1870                         *CURRENT SURVEY CONTROL
 CZ1870  ___________________________________________________________________
 CZ1870* NAD 83(1992)-  32 49 28.45594(N)    110 31 09.39536(W)     ADJUSTED  
 CZ1870* NAVD 88     -      1877.     (meters)    6158.     (feet)  SCALED    
 CZ1870  ___________________________________________________________________
 CZ1870  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 CZ1870  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CZ1870  HORZ ORDER  -  SECOND
 CZ1870
 CZ1870.The horizontal coordinates were established by classical geodetic methods
 CZ1870.and adjusted by the National Geodetic Survey in August 1993.
 CZ1870
 CZ1870.The orthometric height was scaled from a topographic map.
 CZ1870
 CZ1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1870
 CZ1870.The geoid height was determined by GEOID03.
 CZ1870
 CZ1870;                    North         East     Units Scale Factor Converg.
 CZ1870;SPC AZ C     -   203,162.911   344,200.734   MT  1.00011102   +0 45 27.3
 CZ1870;SPC AZ C     -   666,544.98  1,129,267.50   iFT  1.00011102   +0 45 27.3
 CZ1870;UTM  12      - 3,631,941.476   544,996.067   MT  0.99962496   +0 15 38.1
 CZ1870
 CZ1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1870!SPC AZ C     -   0.99970976  x   1.00011102  =   0.99982075
 CZ1870!UTM  12      -   0.99970976  x   0.99962496  =   0.99933483
 CZ1870
 CZ1870                          SUPERSEDED SURVEY CONTROL
 CZ1870
 CZ1870  NAD 83(1986)-  32 49 28.45311(N)    110 31 09.39279(W) AD(       ) 2
 CZ1870  NAD 27      -  32 49 28.21500(N)    110 31 07.04600(W) AD(       ) 2
 CZ1870
 CZ1870.Superseded values are not recommended for survey control.
 CZ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1870.See file dsdata.txt to determine how the superseded data were derived.
 CZ1870
 CZ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4499631941(NAD 83)
 CZ1870_MARKER: DD = SURVEY DISK
 CZ1870_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1870_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1870+STABILITY: POSITION/ELEVATION WELL
 CZ1870
 CZ1870  HISTORY     - Date     Condition        Report By
 CZ1870  HISTORY     - 1946     MONUMENTED       USGS
 CZ1870
 CZ1870                          STATION DESCRIPTION
 CZ1870
 CZ1870'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1870'TO REACH THE STATION FROM MAMMOTH.  GO NORTHERLY ON STATE
 CZ1870'HIGHWAY 77, 2.1 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 0.1
 CZ1870'MILE TO A CATTLE GUARD.  CONTINUE 0.5 MILE TO A ROAD LEFT
 CZ1870'UP WASH.  TURN LEFT, FOLLOW WASH 7.6 MILES TO A GATE JUST
 CZ1870'OUT OF WASH TO LEFT.  PASS THROUGH GATE FOLLOW ROAD 1.0 MILE
 CZ1870'TO A GATE.  PASS THROUGH GATE CONTINUE 0.15 MILE TO A ROAD
 CZ1870'LEFT OUT OF WASH.  CONTINUE UP WASH 0.4 MILE TO A ROAD
 CZ1870'LEFT.  TURN LEFT, LEAVE WASH, GO 0.5 MILE TO A FORK.
 CZ1870'BEAR LEFT, GO 0.95 MILE TO DIM TRACKS TO LEFT ALONG CREST
 CZ1870'OF RIDGE.  THE MAIN ROAD LEAVES THE RIDGE JUST BEYOND THIS
 CZ1870'POINT.  TURN LEFT, FOLLOW CREST OF RIDGE 0.6 MILE TO END OF
 CZ1870'TRUCK TRAVEL IN A SADDLE WEST OF A LIGHT COLORED HILL.  FROM
 CZ1870'HERE PACK OVER LIGHT COLORED HILL, THEN EASTERLY TO TOP OF
 CZ1870'RIM, THEN TO THE LEFT ALONG RIM TO STATION.  A 1 HOUR AND
 CZ1870'30 MINUTE PACK.
 CZ1870'
 CZ1870'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 19 MILES SE
 CZ1870'OF WINKELMAN AND 10 MILES N OF MAMMOTH, ON A MOUNTAIN KNOWN
 CZ1870'LOCALLY AS HOLY JOE PEAK OR TABLE MOUNTAIN.  IT IS ON THE
 CZ1870'HIGHEST POINT OF THE MOUNTAIN.
 CZ1870'
 CZ1870'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1870'DISK, PROJECTS 4 INCHES, SET IN A DRILL HOLE IN OUTCROPPING
 CZ1870'BEDROCK AT SAME ELEVATION AS STATION TABLE.  IT IS
 CZ1870'STAMPED--TABLE NO 1 1936.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1872 ***********************************************************************
 CZ1872  DESIGNATION -  TABLE RM 2
 CZ1872  PID         -  CZ1872
 CZ1872  STATE/COUNTY-  AZ/PINAL
 CZ1872  USGS QUAD   -  HOLY JOE PEAK (1972)
 CZ1872
 CZ1872                         *CURRENT SURVEY CONTROL
 CZ1872  ___________________________________________________________________
 CZ1872* NAD 83(1992)-  32 49 28.28440(N)    110 31 09.21804(W)     ADJUSTED  
 CZ1872* NAVD 88     -      1877.     (meters)    6158.     (feet)  SCALED    
 CZ1872  ___________________________________________________________________
 CZ1872  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 CZ1872  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CZ1872  HORZ ORDER  -  SECOND
 CZ1872
 CZ1872.The horizontal coordinates were established by classical geodetic methods
 CZ1872.and adjusted by the National Geodetic Survey in August 1993.
 CZ1872
 CZ1872.The orthometric height was scaled from a topographic map.
 CZ1872
 CZ1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1872
 CZ1872.The geoid height was determined by GEOID03.
 CZ1872
 CZ1872;                    North         East     Units Scale Factor Converg.
 CZ1872;SPC AZ C     -   203,157.688   344,205.416   MT  1.00011104   +0 45 27.4
 CZ1872;SPC AZ C     -   666,527.85  1,129,282.86   iFT  1.00011104   +0 45 27.4
 CZ1872;UTM  12      - 3,631,936.215   545,000.701   MT  0.99962497   +0 15 38.2
 CZ1872
 CZ1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1872!SPC AZ C     -   0.99970976  x   1.00011104  =   0.99982077
 CZ1872!UTM  12      -   0.99970976  x   0.99962497  =   0.99933484
 CZ1872
 CZ1872                          SUPERSEDED SURVEY CONTROL
 CZ1872
 CZ1872  NAD 83(1986)-  32 49 28.28153(N)    110 31 09.21562(W) AD(       ) 2
 CZ1872  NAD 27      -  32 49 28.04300(N)    110 31 06.86900(W) AD(       ) 2
 CZ1872
 CZ1872.Superseded values are not recommended for survey control.
 CZ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1872.See file dsdata.txt to determine how the superseded data were derived.
 CZ1872
 CZ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4500131936(NAD 83)
 CZ1872_MARKER: DD = SURVEY DISK
 CZ1872_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1872_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CZ1872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1872+STABILITY: POSITION/ELEVATION WELL
 CZ1872
 CZ1872  HISTORY     - Date     Condition        Report By
 CZ1872  HISTORY     - 1946     MONUMENTED       USGS
 CZ1872
 CZ1872                          STATION DESCRIPTION
 CZ1872
 CZ1872'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1872'TO REACH THE STATION FROM MAMMOTH.  GO NORTHERLY ON STATE
 CZ1872'HIGHWAY 77, 2.1 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 0.1
 CZ1872'MILE TO A CATTLE GUARD.  CONTINUE 0.5 MILE TO A ROAD LEFT
 CZ1872'UP WASH.  TURN LEFT, FOLLOW WASH 7.6 MILES TO A GATE JUST
 CZ1872'OUT OF WASH TO LEFT.  PASS THROUGH GATE FOLLOW ROAD 1.0 MILE
 CZ1872'TO A GATE.  PASS THROUGH GATE CONTINUE 0.15 MILE TO A ROAD
 CZ1872'LEFT OUT OF WASH.  CONTINUE UP WASH 0.4 MILE TO A ROAD
 CZ1872'LEFT.  TURN LEFT, LEAVE WASH, GO 0.5 MILE TO A FORK.
 CZ1872'BEAR LEFT, GO 0.95 MILE TO DIM TRACKS TO LEFT ALONG CREST
 CZ1872'OF RIDGE.  THE MAIN ROAD LEAVES THE RIDGE JUST BEYOND THIS
 CZ1872'POINT.  TURN LEFT, FOLLOW CREST OF RIDGE 0.6 MILE TO END OF
 CZ1872'TRUCK TRAVEL IN A SADDLE WEST OF A LIGHT COLORED HILL.  FROM
 CZ1872'HERE PACK OVER LIGHT COLORED HILL, THEN EASTERLY TO TOP OF
 CZ1872'RIM, THEN TO THE LEFT ALONG RIM TO STATION.  A 1 HOUR AND
 CZ1872'30 MINUTE PACK.
 CZ1872'
 CZ1872'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 19 MILES SE
 CZ1872'OF WINKELMAN AND 10 MILES N OF MAMMOTH, ON A MOUNTAIN KNOWN
 CZ1872'LOCALLY AS HOLY JOE PEAK OR TABLE MOUNTAIN.  IT IS ON THE
 CZ1872'HIGHEST POINT OF THE MOUNTAIN.
 CZ1872'
 CZ1872'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 CZ1872'DISK, PROJECTS 2 INCHES, IS SET IN A DRILL HOLE IN OUTCROPPING
 CZ1872'BEDROCK AT SAME ELEVATION AS STATION TABLE.  IT IS
 CZ1872'STAMPED--TABLE NO 2 1936.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1049 ***********************************************************************
 DA1049  DESIGNATION -  TACNA
 DA1049  PID         -  DA1049
 DA1049  STATE/COUNTY-  AZ/YUMA
 DA1049  USGS QUAD   -  TACNA (1982)
 DA1049
 DA1049                         *CURRENT SURVEY CONTROL
 DA1049  ___________________________________________________________________
 DA1049* NAD 83(1992)-  32 41 24.65396(N)    113 59 56.40248(W)     ADJUSTED  
 DA1049* NAVD 88     -       110.88   (+/-2cm)     363.8    (feet)  VERTCON   
 DA1049  ___________________________________________________________________
 DA1049  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DA1049  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DA1049  HORZ ORDER  -  SECOND
 DA1049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1049
 DA1049.The horizontal coordinates were established by classical geodetic methods
 DA1049.and adjusted by the National Geodetic Survey in August 1993.
 DA1049
 DA1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1049.The vertical order pertains to the NGVD 29 superseded value.
 DA1049
 DA1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1049
 DA1049.The geoid height was determined by GEOID03.
 DA1049
 DA1049;                    North         East     Units Scale Factor Converg.
 DA1049;SPC AZ W     -   187,429.245   190,010.623   MT  0.99994005   -0 08 04.1
 DA1049;SPC AZ W     -   614,925.34    623,394.43   iFT  0.99994005   -0 08 04.1
 DA1049;UTM  12      - 3,620,918.036   218,816.924   MT  1.00057504   -1 37 14.9
 DA1049;UTM  11      - 3,620,923.342   781,370.536   MT  1.00057634   +1 37 18.8
 DA1049
 DA1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1049!SPC AZ W     -   0.99998778  x   0.99994005  =   0.99992783
 DA1049!UTM  12      -   0.99998778  x   1.00057504  =   1.00056281
 DA1049!UTM  11      -   0.99998778  x   1.00057634  =   1.00056411
 DA1049
 DA1049|---------------------------------------------------------------------|
 DA1049| PID    Reference Object                     Distance      Geod. Az  |
 DA1049|                                                           dddmmss.s |
 DA1049| DA1050 TACNA RM 1                           21.827 METERS 07329     |
 DA1049| DB0135 NAVI                                APPROX. 5.1 KM 2572217.2 |
 DA1049| DA1047 TACNA RM 2                           21.684 METERS 25958     |
 DA1049| DB1243 RADAR TOWER CENTER OF HUB           APPROX. 5.0 KM 2615346.5 |
 DA1049|---------------------------------------------------------------------|
 DA1049
 DA1049                          SUPERSEDED SURVEY CONTROL
 DA1049
 DA1049  NAD 83(1986)-  32 41 24.65177(N)    113 59 56.40804(W) AD(       ) 2
 DA1049  NAD 27      -  32 41 24.48080(N)    113 59 53.65140(W) AD(       ) 2
 DA1049  NGVD 29 (??/??/92)  110.21   (m)          361.6    (f) COMPUTED    2 0
 DA1049
 DA1049.Superseded values are not recommended for survey control.
 DA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1049.See file dsdata.txt to determine how the superseded data were derived.
 DA1049
 DA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB1881720918(NAD 83)
 DA1049_MARKER: DE = TRAVERSE STATION DISK
 DA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1049_STAMPING: TACNA 1960
 DA1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1049+STABILITY: SURFACE MOTION
 DA1049
 DA1049  HISTORY     - Date     Condition        Report By
 DA1049  HISTORY     - 1960     MONUMENTED       CGS
 DA1049  HISTORY     - 1960     GOOD             CGS
 DA1049  HISTORY     - 1961     SEE DESCRIPTION  AZHD
 DA1049  HISTORY     - 1964     SEE DESCRIPTION  USGS
 DA1049
 DA1049                          STATION DESCRIPTION
 DA1049
 DA1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1049'THE STATION IS 2.6 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE
 DA1049'POST OFFICE AT TACNA, 96 FEET NORTH OF THE CENTER LINE OF
 DA1049'THE HIGHWAY, 16.5 FEET SOUTH OF THE SOUTH BANK OF THE IRRIGATION
 DA1049'CANAL AND 3 FEET WEST OF A METAL WITNESS POST WITH SIGN
 DA1049'ATTACHED.  IT IS JUST OPPOSITE HIGHWAY MILE POST 42, AND
 DA1049'NORTH OF.
 DA1049'
 DA1049'THE STATION, WITH UNDERGROUND MARK, STAMPED TACNA 1960 IS A
 DA1049'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 DA1049'PROJECTING 5 INCHES.
 DA1049'
 DA1049'REFERENCE MARK 1, STAMPED TACNA NO 1 1960, IS A STANDARD
 DA1049'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DA1049'IT IS 13 FEET SOUTH OF THE SOUTH BANK OF THE IRRIGATION CANAL.
 DA1049'
 DA1049'REFERENCE MARK 2, STAMPED TACNA NO 2 1960, IS A STANDARD
 DA1049'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DA1049'IT IS 11.5 FEET SOUTH OF THE SOUTH BANK OF THE IRRIGATION
 DA1049'CANAL.
 DA1049'
 DA1049'ALL MARKS ARE ON THE APPROXIMATE NORTH HIGHWAY RIGHT OF WAY LINE.
 DA1049'
 DA1049'A 2-WHEEL DRIVE STATION.
 DA1049
 DA1049                          STATION RECOVERY (1960)
 DA1049
 DA1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA1049'2.6 MI W FROM TACNA.
 DA1049'2.6 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT TACNA, 71.61
 DA1049'FEET WEST OF R.M. 1, 71.15 FEET EAST OF R.M. 2, 96 FEET NORTH OF THE
 DA1049'CENTERLINE OF THE HIGHWAY, 16 FEET SOUTH OF THE SOUTH BANK OF A CANAL,
 DA1049'3 FEET WEST OF A METAL WITNESS POST WITH SIGN, OPPOSITE HIGHWAY MILE
 DA1049'POLE 42, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
 DA1049
 DA1049                          STATION RECOVERY (1961)
 DA1049
 DA1049'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1961
 DA1049'STATION SURFACE MARK WAS FOUND DESTROYED.  SUBSURFACE MARK
 DA1049'WAS FOUND IN GOOD CONDITION.  THE MARK IS 18.5 FEET FROM THE
 DA1049'CENTER OF TOP RUNG OF NEARBY STEEL LADDER IN CONCRETE LINE
 DA1049'CANAL.
 DA1049'
 DA1049'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  R.M. 2 WAS
 DA1049'FOUND DESTROYED.
 DA1049'
 DA1049'THE TWO MARKS WERE PROBABLY DESTROYED BY CANAL MAINTENANCE
 DA1049'EQUIPMENT.
 DA1049
 DA1049                          STATION RECOVERY (1964)
 DA1049
 DA1049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DA1049'STATION AND R.M. 2 HAVE BEEN DESTROYED.  R.M. 1 WAS RECOVERED
 DA1049'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1047 ***********************************************************************
 DA1047  DESIGNATION -  TACNA RM 2
 DA1047  PID         -  DA1047
 DA1047  STATE/COUNTY-  AZ/YUMA
 DA1047  USGS QUAD   -  TACNA (1982)
 DA1047
 DA1047                         *CURRENT SURVEY CONTROL
 DA1047  ___________________________________________________________________
 DA1047* NAD 83(1986)-  32 41 24.     (N)    113 59 56.     (W)     SCALED    
 DA1047* NAVD 88     -       110.85   (+/-2cm)     363.7    (feet)  VERTCON   
 DA1047  ___________________________________________________________________
 DA1047  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DA1047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1047
 DA1047.The horizontal coordinates were scaled from a topographic map and have
 DA1047.an estimated accuracy of +/- 6 seconds.
 DA1047
 DA1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1047.The vertical order pertains to the NGVD 29 superseded value.
 DA1047
 DA1047.The geoid height was determined by GEOID03.
 DA1047
 DA1047;                    North         East    Units  Estimated Accuracy
 DA1047;SPC AZ W     -   187,410.      190,020.      MT  (+/- 180 meters Scaled)
 DA1047
 DA1047                          SUPERSEDED SURVEY CONTROL
 DA1047
 DA1047  NGVD 29 (??/??/92)  110.18   (m)          361.5    (f) COMPUTED    2 0
 DA1047
 DA1047.Superseded values are not recommended for survey control.
 DA1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1047.See file dsdata.txt to determine how the superseded data were derived.
 DA1047
 DA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB188208(NAD 83)
 DA1047_MARKER: DR = REFERENCE MARK DISK
 DA1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1047_STAMPING: TACNA NO 2 1960
 DA1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1047+STABILITY: SURFACE MOTION
 DA1047
 DA1047  HISTORY     - Date     Condition        Report By
 DA1047  HISTORY     - 1960     MONUMENTED       CGS
 DA1047
 DA1047                          STATION DESCRIPTION
 DA1047
 DA1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1047'2.6 MI W FROM TACNA.
 DA1047'2.6 MILES WEST ON U.S. HIGHWAY 80 FROM THE POST OFFICE AT TACNA, 71.15
 DA1047'FEET WEST OF THE STATION MARK, 11 FEET SOUTH OF THE SOUTH BANK OF A
 DA1047'CANAL, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0617 ***********************************************************************
 CZ0617  DESIGNATION -  TAILINGS
 CZ0617  PID         -  CZ0617
 CZ0617  STATE/COUNTY-  AZ/PIMA
 CZ0617  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0617
 CZ0617                         *CURRENT SURVEY CONTROL
 CZ0617  ___________________________________________________________________
 CZ0617* NAD 83(1992)-  32 21 50.83468(N)    111 27 35.54897(W)     ADJUSTED  
 CZ0617* NAVD 88     -       734.38   (+/-2cm)    2409.4    (feet)  VERTCON   
 CZ0617  ___________________________________________________________________
 CZ0617  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CZ0617  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0617  HORZ ORDER  -  SECOND
 CZ0617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0617
 CZ0617.The horizontal coordinates were established by classical geodetic methods
 CZ0617.and adjusted by the National Geodetic Survey in August 1993.
 CZ0617
 CZ0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0617.The vertical order pertains to the NGVD 29 superseded value.
 CZ0617
 CZ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0617
 CZ0617.The geoid height was determined by GEOID03.
 CZ0617
 CZ0617;                    North         East     Units Scale Factor Converg.
 CZ0617;SPC AZ C     -   151,332.066   256,348.151   MT  0.99992278   +0 14 40.3
 CZ0617;SPC AZ C     -   496,496.28    841,037.24   iFT  0.99992278   +0 14 40.3
 CZ0617;UTM  12      - 3,580,889.838   456,734.716   MT  0.99962308   -0 14 46.2
 CZ0617
 CZ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0617!SPC AZ C     -   0.99988940  x   0.99992278  =   0.99981219
 CZ0617!UTM  12      -   0.99988940  x   0.99962308  =   0.99951252
 CZ0617
 CZ0617|---------------------------------------------------------------------|
 CZ0617| PID    Reference Object                     Distance      Geod. Az  |
 CZ0617|                                                           dddmmss.s |
 CZ0617| CZ0618 TAILINGS RM 1                        16.247 METERS 04001     |
 CZ0617| CZ1992 EL PASO GAS CO COMPRESS STA TK      APPROX. 8.1 KM 0914246.9 |
 CZ0617| CZ0615 POND AZ MK                          188.839 METERS 27837     |
 CZ0617| CZ0616 TAILINGS RM 2                        14.460 METERS 28628     |
 CZ0617|---------------------------------------------------------------------|
 CZ0617
 CZ0617                          SUPERSEDED SURVEY CONTROL
 CZ0617
 CZ0617  NAD 83(1986)-  32 21 50.83041(N)    111 27 35.54655(W) AD(       ) 2
 CZ0617  NAD 27      -  32 21 50.57600(N)    111 27 33.15190(W) AD(       ) 2
 CZ0617  NGVD 29 (??/??/92)  733.781  (m)         2407.41   (f) ADJ UNCH    2 0
 CZ0617
 CZ0617.Superseded values are not recommended for survey control.
 CZ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0617.See file dsdata.txt to determine how the superseded data were derived.
 CZ0617
 CZ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA5673580890(NAD 83)
 CZ0617_MARKER: DS = TRIANGULATION STATION DISK
 CZ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0617_STAMPING: TAILINGS 1962
 CZ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0617+STABILITY: SURFACE MOTION
 CZ0617
 CZ0617  HISTORY     - Date     Condition        Report By
 CZ0617  HISTORY     - 1962     MONUMENTED       CGS
 CZ0617  HISTORY     - 1962     GOOD             CGS
 CZ0617
 CZ0617                          STATION DESCRIPTION
 CZ0617
 CZ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ0617'THE STATION IS LOCATED ABOUT 31 MILES WEST-NORTHWEST OF
 CZ0617'TUCSON, 16 MILES WEST-SOUTHWEST OF MARANA, AND 2-1/2 MILES
 CZ0617'SOUTHEAST OF SILVER BELL, ON THE WEST SIDE OF AVRA VALLEY
 CZ0617'AT THE FOOT OF THE NORTHERN END OF THE ROSKRUGE MOUNTAINS.
 CZ0617'
 CZ0617'TO REACH THE STATION FROM THE POST OFFICE IN CORTARO WHICH
 CZ0617'IS ABOUT 12 MILES NORTHWEST OF TUCSON, CROSS TO THE NORTHWEST
 CZ0617'BOUND LANE OF STATE HIGHWAY 84 AND 93 AND GO NORTHWEST
 CZ0617'3.65 MILES TO AVRA VALLEY ROAD, A SIDE ROAD ON THE LEFT.  TURN
 CZ0617'LEFT AND GO NORTHWEST AND WEST 14.5 MILES TO THE SIDE ROAD
 CZ0617'ON THE LEFT LEADING TO THE EL PASO NATURAL GAS COMPANY PUMPING
 CZ0617'STATION.  CONTINUE WEST 4.5 MILES TO AN OILED SIDE ROAD ON THE
 CZ0617'LEFT.  TURN LEFT AND GO SOUTH AND SOUTHWEST 0.3 MILE TO A
 CZ0617'GRAVEL, TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ABOUT 85
 CZ0617'YARDS TO A GRAVEL CROSS ROAD.  CONTINUE STRAIGHT ACROSS AND
 CZ0617'GO SOUTHWEST 0.45 MILE TO A WIRE GATE IN AN EAST-WEST
 CZ0617'FENCE.  (THE AZIMUTH MARK FOR TRIANGULATION STATION POND
 CZ0617'IS ON THE RIGHT.) TURN SHARP LEFT AND GO EAST UNDER THE
 CZ0617'POWERLINE 0.15 MILE TO THE STATION ON THE RIGHT.
 CZ0617'
 CZ0617'THE STATION MARK IS A STANDARD DISK STAMPED TALLINGS 1962 SET
 CZ0617'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH
 CZ0617'THE GROUND.  IT IS 54.5 FEET SOUTHWEST OF A POWERLINE POLE
 CZ0617'WITH TRIANGLE BLAZE, AND 2.3 FEET WEST OF A METAL WITNESS
 CZ0617'SIGN.
 CZ0617'
 CZ0617'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TAILINGS
 CZ0617'NO 1 1962 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 CZ0617'CYLINDER PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS 5.5
 CZ0617'FEET NORTHWEST OF THE BASE OF THE POWERLINE POLE WITH TRIANGLE
 CZ0617'BLAZE, AND ABOUT 1 FOOT LOWER THAN STATION ELEVATION.
 CZ0617'
 CZ0617'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TAILINGS
 CZ0617'NO 2 1962 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 CZ0617'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 26.0 FEET SOUTH OF THE
 CZ0617'CENTER OF THE POWERLINE ROAD, ABOUT 25 FEET EAST OF A SHALLOW
 CZ0617'WASH, AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 CZ0617'
 CZ0617'THE DISTANCE FROM REFERENCE MARK ONE TO REFERENCE MARK TWO
 CZ0617'WAS 84.35 FEET, 25.710 METERS.
 CZ0617
 CZ0617                          STATION RECOVERY (1962)
 CZ0617
 CZ0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ0617'23.65 MI W FROM CORTARO.
 CZ0617'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0617'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.3
 CZ0617'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH-SOUTHWEST ALONG
 CZ0617'A GRADED ROAD TO A GATE IN AN EAST-WEST FENCE LINE, THENCE 0.15 MILE
 CZ0617'EAST ALONG A POWER LINE ROAD, 54.4 FEET SOUTHWEST OF A POWER LINE
 CZ0617'POLE, 39 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 2.4 FEET WEST OF A
 CZ0617'METAL WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CZ0617'CYLINDER WHICH IS SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0618 ***********************************************************************
 CZ0618  DESIGNATION -  TAILINGS RM 1
 CZ0618  PID         -  CZ0618
 CZ0618  STATE/COUNTY-  AZ/PIMA
 CZ0618  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0618
 CZ0618                         *CURRENT SURVEY CONTROL
 CZ0618  ___________________________________________________________________
 CZ0618* NAD 83(1986)-  32 21 45.     (N)    111 27 34.     (W)     SCALED    
 CZ0618* NAVD 88     -       733.96   (+/-2cm)    2408.0    (feet)  VERTCON   
 CZ0618  ___________________________________________________________________
 CZ0618  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0618
 CZ0618.The horizontal coordinates were scaled from a topographic map and have
 CZ0618.an estimated accuracy of +/- 6 seconds.
 CZ0618
 CZ0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0618.The vertical order pertains to the NGVD 29 superseded value.
 CZ0618
 CZ0618.The geoid height was determined by GEOID03.
 CZ0618
 CZ0618;                    North         East    Units  Estimated Accuracy
 CZ0618;SPC AZ C     -   151,150.      256,390.      MT  (+/- 180 meters Scaled)
 CZ0618
 CZ0618                          SUPERSEDED SURVEY CONTROL
 CZ0618
 CZ0618  NGVD 29 (??/??/92)  733.366  (m)         2406.05   (f) ADJ UNCH    2 0
 CZ0618
 CZ0618.Superseded values are not recommended for survey control.
 CZ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0618.See file dsdata.txt to determine how the superseded data were derived.
 CZ0618
 CZ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA567807(NAD 83)
 CZ0618_MARKER: DR = REFERENCE MARK DISK
 CZ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0618_STAMPING: TAILINGS NO 1 1962
 CZ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0618+STABILITY: SURFACE MOTION
 CZ0618
 CZ0618  HISTORY     - Date     Condition        Report By
 CZ0618  HISTORY     - 1962     MONUMENTED       CGS
 CZ0618
 CZ0618                          STATION DESCRIPTION
 CZ0618
 CZ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0618'23.65 MI W FROM CORTARO.
 CZ0618'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0618'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.3
 CZ0618'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH-SOUTHWEST ALONG
 CZ0618'A GRADED ROAD TO A GATE IN AN EAST-WEST FENCE LINE, THENCE 0.15 MILE
 CZ0618'EAST ALONG A POWER LINE ROAD, 64.4 FEET SOUTH OF AN EAST-WEST FENCE
 CZ0618'LINE, 51.8 FEET NORTHEAST OF A METAL WITNESS POST, 5.4 FEET WEST OF A
 CZ0618'POWER LINE POLE, A BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CZ0618'CULINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0616 ***********************************************************************
 CZ0616  DESIGNATION -  TAILINGS RM 2
 CZ0616  PID         -  CZ0616
 CZ0616  STATE/COUNTY-  AZ/PIMA
 CZ0616  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0616
 CZ0616                         *CURRENT SURVEY CONTROL
 CZ0616  ___________________________________________________________________
 CZ0616* NAD 83(1986)-  32 21 45.     (N)    111 27 34.     (W)     SCALED    
 CZ0616* NAVD 88     -       734.22   (+/-2cm)    2408.9    (feet)  VERTCON   
 CZ0616  ___________________________________________________________________
 CZ0616  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0616
 CZ0616.The horizontal coordinates were scaled from a topographic map and have
 CZ0616.an estimated accuracy of +/- 6 seconds.
 CZ0616
 CZ0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0616.The vertical order pertains to the NGVD 29 superseded value.
 CZ0616
 CZ0616.The geoid height was determined by GEOID03.
 CZ0616
 CZ0616;                    North         East    Units  Estimated Accuracy
 CZ0616;SPC AZ C     -   151,150.      256,390.      MT  (+/- 180 meters Scaled)
 CZ0616
 CZ0616                          SUPERSEDED SURVEY CONTROL
 CZ0616
 CZ0616  NGVD 29 (??/??/92)  733.627  (m)         2406.91   (f) ADJ UNCH    2 0
 CZ0616
 CZ0616.Superseded values are not recommended for survey control.
 CZ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0616.See file dsdata.txt to determine how the superseded data were derived.
 CZ0616
 CZ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA567807(NAD 83)
 CZ0616_MARKER: DR = REFERENCE MARK DISK
 CZ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0616_STAMPING: TAILINGS NO 2 1962
 CZ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0616+STABILITY: SURFACE MOTION
 CZ0616
 CZ0616  HISTORY     - Date     Condition        Report By
 CZ0616  HISTORY     - 1962     MONUMENTED       CGS
 CZ0616
 CZ0616                          STATION DESCRIPTION
 CZ0616
 CZ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0616'23.65 MI W FROM CORTARO.
 CZ0616'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0616'CORTARO, THENCE 19.0 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 0.3
 CZ0616'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH-SOUTHWEST ALONG
 CZ0616'A GRADED ROAD TO A GATE IN AN EAST-WEST FENCE LINE, THENCE EAST ALONG
 CZ0616'A POWER LINE ROAD ALONG THE SOUTH SIDE OF A FENCE 0.15 MILE, 49.8 FEET
 CZ0616'WEST-NORTHWEST OF A METAL WITNESS POST, 25 FEET SOUTH OF THE CENTER OF
 CZ0616'A TRACK ROAD, A BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CZ0616'CYLINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2003 ***********************************************************************
 CZ2003  DESIGNATION -  TAK
 CZ2003  PID         -  CZ2003
 CZ2003  STATE/COUNTY-  AZ/PIMA
 CZ2003  USGS QUAD   -  PAN TAK (1979)
 CZ2003
 CZ2003                         *CURRENT SURVEY CONTROL
 CZ2003  ___________________________________________________________________
 CZ2003* NAD 83(1992)-  32 01 44.75970(N)    111 33 17.42850(W)     ADJUSTED  
 CZ2003* NAVD 88     -      1025.8    (meters)    3365.     (feet)  VERTCON   
 CZ2003  ___________________________________________________________________
 CZ2003  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CZ2003  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CZ2003  HORZ ORDER  -  SECOND
 CZ2003
 CZ2003.The horizontal coordinates were established by classical geodetic methods
 CZ2003.and adjusted by the National Geodetic Survey in August 1993.
 CZ2003
 CZ2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2003
 CZ2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2003
 CZ2003.The geoid height was determined by GEOID03.
 CZ2003
 CZ2003;                    North         East     Units Scale Factor Converg.
 CZ2003;SPC AZ C     -   114,150.736   247,535.900   MT  0.99991440   +0 11 30.8
 CZ2003;SPC AZ C     -   374,510.29    812,125.66   iFT  0.99991440   +0 11 30.8
 CZ2003;UTM  12      - 3,543,795.746   447,608.476   MT  0.99963385   -0 17 39.4
 CZ2003
 CZ2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2003!SPC AZ C     -   0.99984368  x   0.99991440  =   0.99975810
 CZ2003!UTM  12      -   0.99984368  x   0.99963385  =   0.99947759
 CZ2003
 CZ2003|---------------------------------------------------------------------|
 CZ2003| PID    Reference Object                     Distance      Geod. Az  |
 CZ2003|                                                           dddmmss.s |
 CZ2003| CH5547 TAK RM 2                              6.257 METERS 05104     |
 CZ2003| CZ1987 MEN                                 APPROX.10.7 KM 0820820.9 |
 CZ2003| CH5546 TAK RM 1                              5.699 METERS 18602     |
 CZ2003|---------------------------------------------------------------------|
 CZ2003
 CZ2003                          SUPERSEDED SURVEY CONTROL
 CZ2003
 CZ2003  NAD 83(1986)-  32 01 44.75493(N)    111 33 17.42746(W) AD(       ) 2
 CZ2003  NAD 27      -  32 01 44.47699(N)    111 33 15.02003(W) AD(       ) 2
 CZ2003  NGVD 29 (07/19/86) 1025.0    (m)         3363.     (f) VERT ANG    3  
 CZ2003
 CZ2003.Superseded values are not recommended for survey control.
 CZ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2003.See file dsdata.txt to determine how the superseded data were derived.
 CZ2003
 CZ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA4760843796(NAD 83)
 CZ2003_MARKER: DD = SURVEY DISK
 CZ2003_SETTING: 80 = SET IN A BOULDER
 CZ2003_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ2003
 CZ2003  HISTORY     - Date     Condition        Report By
 CZ2003  HISTORY     - 1978     MONUMENTED       AZDT
 CZ2003  HISTORY     - 19970306 GOOD             USPSQD
 CZ2003
 CZ2003                          STATION DESCRIPTION
 CZ2003
 CZ2003'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ2003'THE STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF ROBLES
 CZ2003'JUNCTION AND 1 MILE EAST-NORTHEAST OF THE PAPAGO VILLAGE OF PANTAK.
 CZ2003'IT IS ON TOP OF A SMALL PROMINENT ROCKY KNOLL WHICH IS SOUTH OF
 CZ2003'ARIZONA HIGHWAY 86.
 CZ2003'
 CZ2003'THE STATION MARK IS AN ADOT HIGHWAY DIVISION DISK STAMPED TAK 1978.
 CZ2003'IT IS SET WITH EPOXY IN A DRILL HOLE IN A BOULDER.  THE MARK IS ABOUT
 CZ2003'900 FEET SOUTH OF HIGHWAY AND 900 FEET EAST OF ROAD LEADING TO PAPAGO
 CZ2003'VILLAGE PANTAK.
 CZ2003'
 CZ2003'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED TAK RM 1
 CZ2003'1978.  IT IS SET WITH EPOXY IN A BOULDER.
 CZ2003'
 CZ2003'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED TAK RM 2
 CZ2003'1978.  IT IS SET IN A DRILL HOLE IN A BOULDER WITH EPOXY.
 CZ2003'
 CZ2003'TO REACH THE STATION FROM THE STORE IN ROBLES JUNCTION TRAVEL WEST
 CZ2003'SOUTHWEST ALONG STATE ROUTE 86 FOR 15 MILES TO THE STATION ON THE
 CZ2003'SOUTH SIDE OF THE HIGHWAY ON TOP OF A PROMINENT ROCKY HILL.
 CZ2003
 CZ2003                          STATION RECOVERY (1997)
 CZ2003
 CZ2003'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0920 ***********************************************************************
 FQ0920  DESIGNATION -  TALA
 FQ0920  PID         -  FQ0920
 FQ0920  STATE/COUNTY-  AZ/NAVAJO
 FQ0920  USGS QUAD   -  SUN ALTAR (1991)
 FQ0920
 FQ0920                         *CURRENT SURVEY CONTROL
 FQ0920  ___________________________________________________________________
 FQ0920* NAD 83(1992)-  35 45 27.95240(N)    110 17 18.38646(W)     ADJUSTED  
 FQ0920* NAVD 88     -      2020.5    (meters)    6629.     (feet)  VERTCON   
 FQ0920  ___________________________________________________________________
 FQ0920  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 FQ0920  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 FQ0920  HORZ ORDER  -  THIRD
 FQ0920
 FQ0920.The horizontal coordinates were established by classical geodetic methods
 FQ0920.and adjusted by the National Geodetic Survey in August 1993.
 FQ0920
 FQ0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0920
 FQ0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0920
 FQ0920.The geoid height was determined by GEOID03.
 FQ0920
 FQ0920;                    North         East     Units Scale Factor Converg.
 FQ0920;SPC AZ E     -   527,644.757   202,348.025   MT  0.99990149   -0 04 16.2
 FQ0920;SPC AZ E     - 1,731,117.97    663,871.47   iFT  0.99990149   -0 04 16.2
 FQ0920;UTM  12      - 3,957,314.969   564,327.229   MT  0.99965099   +0 24 57.0
 FQ0920
 FQ0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0920!SPC AZ E     -   0.99968640  x   0.99990149  =   0.99958792
 FQ0920!UTM  12      -   0.99968640  x   0.99965099  =   0.99933750
 FQ0920
 FQ0920|---------------------------------------------------------------------|
 FQ0920| PID    Reference Object                     Distance      Geod. Az  |
 FQ0920|                                                           dddmmss.s |
 FQ0920| CS3415 TALA RM 1                             7.321 METERS 05621     |
 FQ0920| CS3416 TALA RM 2                             7.334 METERS 14114     |
 FQ0920| FQ0918 STEPHEN                             APPROX.17.1 KM 1483329.9 |
 FQ0920|---------------------------------------------------------------------|
 FQ0920
 FQ0920                          SUPERSEDED SURVEY CONTROL
 FQ0920
 FQ0920  NAD 83(1986)-  35 45 27.95360(N)    110 17 18.38655(W) AD(       ) 3
 FQ0920  NGVD 29 (02/23/90) 2019.6    (m)         6626.     (f) VERT ANG    3  
 FQ0920
 FQ0920.Superseded values are not recommended for survey control.
 FQ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0920.See file dsdata.txt to determine how the superseded data were derived.
 FQ0920
 FQ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6432757315(NAD 83)
 FQ0920_MARKER: DS = TRIANGULATION STATION DISK
 FQ0920_SETTING: 80 = SET IN A BOULDER
 FQ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0920+STABILITY: SURFACE MOTION
 FQ0920
 FQ0920  HISTORY     - Date     Condition        Report By
 FQ0920  HISTORY     - 1965     MONUMENTED       USGS
 FQ0920
 FQ0920                          STATION DESCRIPTION
 FQ0920
 FQ0920'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0920'LOCATED ABOUT 6.5 MI SE. OF POLACCA, ABOUT 5.5 MI SW. OF KEAMS
 FQ0920'CANYON, ABOUT 0.75 MI FROM WEST EDGE OF MESA, 0.15 MI S. OF E.-W.
 FQ0920'RD.  ON SMALL SAND HILL.
 FQ0920'
 FQ0920'TO REACH FROM KEAMS CANYON AT INTERSECTION OF HWY. 264, GO 0.7 MI
 FQ0920'S. ALONG HWY. 264 TO RD. W. AND CATTLEGUARD.  TURN RIGHT THEN TAKE
 FQ0920'LEFT FORK 0.1 MI TO Y-RD.  TAKE RIGHT FORK 0.6 MI TO ANOTHER
 FQ0920'Y-RD.  CONTINUE RIGHT 3.85 MI TO Y-RD.  CONTINUE RIGHT 0.2 MI TO
 FQ0920'Y-RD.  GO RIGHT 2.55 MI W.  TURN S. 0.1 MI TO TOP OF SMALL SAND
 FQ0920'HILL AND STATION.
 FQ0920'
 FQ0920'STATION MARK--STANDARD TABLET STAMPED---TALA 1965---, IN ROCK
 FQ0920'PROJECTING 0.4 FT.
 FQ0920'
 FQ0920'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, CEMENTED IN
 FQ0920'LARGE ROCK.
 FQ0920'
 FQ0920'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, CEMENTED IN
 FQ0920'LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0647 ***********************************************************************
 GP0647  DESIGNATION -  TALL MTN
 GP0647  PID         -  GP0647
 GP0647  STATE/COUNTY-  AZ/NAVAJO
 GP0647  USGS QUAD   -  TALL MOUNTAIN (1970)
 GP0647
 GP0647                         *CURRENT SURVEY CONTROL
 GP0647  ___________________________________________________________________
 GP0647* NAD 83(1992)-  36 47 30.28178(N)    110 35 38.89644(W)     ADJUSTED  
 GP0647* NAVD 88     -      2316.5    (meters)    7600.     (feet)  VERTCON   
 GP0647  ___________________________________________________________________
 GP0647  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 GP0647  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GP0647  HORZ ORDER  -  SECOND
 GP0647
 GP0647.The horizontal coordinates were established by classical geodetic methods
 GP0647.and adjusted by the National Geodetic Survey in August 1993.
 GP0647
 GP0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0647
 GP0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0647
 GP0647.The geoid height was determined by GEOID03.
 GP0647
 GP0647;                    North         East     Units Scale Factor Converg.
 GP0647;SPC AZ E     -   642,446.393   175,210.266   MT  0.99991792   -0 15 21.7
 GP0647;SPC AZ E     - 2,107,763.76    574,836.83   iFT  0.99991792   -0 15 21.7
 GP0647;UTM  12      - 4,071,847.176   536,210.347   MT  0.99961615   +0 14 35.1
 GP0647
 GP0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0647!SPC AZ E     -   0.99963984  x   0.99991792  =   0.99955779
 GP0647!UTM  12      -   0.99963984  x   0.99961615  =   0.99925613
 GP0647
 GP0647:                Primary Azimuth Mark                     Grid Az
 GP0647:SPC AZ E     -  SKELETON                                 051 51 16.8
 GP0647:UTM  12      -  SKELETON                                 051 21 20.0
 GP0647
 GP0647|---------------------------------------------------------------------|
 GP0647| PID    Reference Object                     Distance      Geod. Az  |
 GP0647|                                                           dddmmss.s |
 GP0647| GP0636 SKELETON                            APPROX.14.8 KM 0513555.1 |
 GP0647| GP0654 SHONTO WATER TANK                   APPROX.22.1 KM 1945926.7 |
 GP0647| CD4045 TALL MTN RM 1                        13.795 METERS 20334     |
 GP0647| CD4046 TALL MTN RM 2                         8.995 METERS 24947     |
 GP0647| GP0648 TALL MTN MICROWAVE TOWER            APPROX. 5.5 KM 2641450.4 |
 GP0647|---------------------------------------------------------------------|
 GP0647
 GP0647                          SUPERSEDED SURVEY CONTROL
 GP0647
 GP0647  NAD 83(1986)-  36 47 30.28133(N)    110 35 38.89456(W) AD(       ) 2
 GP0647  NAD 27      -  36 47 30.28938(N)    110 35 36.39961(W) AD(       ) 2
 GP0647  NGVD 29 (07/19/86) 2315.4    (m)         7596.     (f) VERT ANG    3  
 GP0647
 GP0647.Superseded values are not recommended for survey control.
 GP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0647.See file dsdata.txt to determine how the superseded data were derived.
 GP0647
 GP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3621071847(NAD 83)
 GP0647_MARKER: DD = SURVEY DISK
 GP0647_SETTING: 66 = SET IN ROCK OUTCROP
 GP0647
 GP0647  HISTORY     - Date     Condition        Report By
 GP0647  HISTORY     - 1970     MONUMENTED       USGS
 GP0647
 GP0647                          STATION DESCRIPTION
 GP0647
 GP0647'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0647'RM 1, TO RM 2, (NOT MEASURED).
 GP0647'
 GP0647'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 GP0647'
 GP0647'LOCATED ABOUT 19 MI W. OF KAYENTA.  ABOUT 14 MI N. OF SHONTO.  ON THE
 GP0647'S. END OF A SMALL PROMINENT MESA KNOWN AS TALL MOUNTAIN.
 GP0647'
 GP0647'TO REACH FROM SHONTO BOARDING SCHOOL DRIVE N. ON DIRT RD. TOWARD
 GP0647'NAVAJO MOUNTAIN FOR 9.9 MI TO A REVERSE Y-RD. AND SIGN TALL MTN AREA
 GP0647'CONTINUE N. FOR 2.7 MI TO RD. INTERSECTION TO INSCRIPTION HOUSE.
 GP0647'TURN RIGHT (N.) ON MAIN RD. TOWARD NAVAJO MTN. FOR 1.6 MI TO
 GP0647'CROSSROADS.  TURN RIGHT PAST WINDMILL ON MAIN RD.  LEADING ALONG
 GP0647'RIDGE FOR 2.1 MI TO POINT OPOSITE MICROWAVE TOWER ON LEFT.
 GP0647'CONTINUE ON MAIN RD. FOR 3.8 MI TO TRACK RD. RIGHT.  TURN RIGHT AND
 GP0647'FOLLOW TRACK RD. PAST SMALL POND AND AROUND N. SIDE OF TALL MOUNTAIN
 GP0647'FOR ABOUT 1.1 MI TO NE. SIDE OF TALLL MTN..  TURN RIGHT THROUGH
 GP0647'SAGEBRUSH AREA TOWARD E. SIDE THE MESA FOR ABOUT 0.5 MI AND END
 GP0647'OF TRUCK TRAVEL.  PACK ACROSS SMALL DRAIN AND UP E. SIDE OF
 GP0647'HILL TO S. END OF MESA AND STATION.  ABOUT A 25-MINUTE PACK.
 GP0647'
 GP0647'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED TALL MTN 1970
 GP0647'CEMENTED INTO A DRILL HOLE IN SANDSTONE OUTCROP.
 GP0647'
 GP0647'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0647'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
 GP0647'
 GP0647'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0647'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0648 ***********************************************************************
 GP0648  DESIGNATION -  TALL MTN MICROWAVE TOWER
 GP0648  PID         -  GP0648
 GP0648  STATE/COUNTY-  AZ/NAVAJO
 GP0648  USGS QUAD   -  OAK SPRINGS (1970)
 GP0648
 GP0648                         *CURRENT SURVEY CONTROL
 GP0648  ___________________________________________________________________
 GP0648* NAD 83(1992)-  36 47 12.42132(N)    110 39 18.61912(W)     ADJUSTED  
 GP0648* NAVD 88     -              **(meters)            **(feet)            
 GP0648  ___________________________________________________________________
 GP0648  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 GP0648  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 GP0648  HORZ ORDER  -  THIRD
 GP0648
 GP0648.The horizontal coordinates were established by classical geodetic methods
 GP0648.and adjusted by the National Geodetic Survey in August 1993.
 GP0648
 GP0648
 GP0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0648
 GP0648.The geoid height was determined by GEOID03.
 GP0648
 GP0648;                    North         East     Units Scale Factor Converg.
 GP0648;SPC AZ E     -   641,921.952   169,760.424   MT  0.99992341   -0 17 33.1
 GP0648;SPC AZ E     - 2,106,043.15    556,956.77   iFT  0.99992341   -0 17 33.1
 GP0648;SPC AZ C     -   642,552.965   325,951.840   MT  1.00005613   +0 45 19.8
 GP0648;SPC AZ C     - 2,108,113.40  1,069,395.80   iFT  1.00005613   +0 45 19.8
 GP0648;UTM  12      - 4,071,275.462   530,766.950   MT  0.99961166   +0 12 23.4
 GP0648
 GP0648                          SUPERSEDED SURVEY CONTROL
 GP0648
 GP0648  NAD 83(1986)-  36 47 12.42218(N)    110 39 18.62127(W) AD(       ) 4
 GP0648  NAD 27      -  36 47 12.42850(N)    110 39 16.12776(W) AD(       ) 3
 GP0648
 GP0648.Superseded values are not recommended for survey control.
 GP0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0648.See file dsdata.txt to determine how the superseded data were derived.
 GP0648
 GP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3076771275(NAD 83)
 GP0648_MARKER: 45 = MICROWAVE TOWER
 GP0648
 GP0648  HISTORY     - Date     Condition        Report By
 GP0648  HISTORY     - 1970     FIRST OBSERVED   USGS
 GP0648
 GP0648                          STATION DESCRIPTION
 GP0648
 GP0648'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0648'LOCATED ABOUT 22 MI W. OF KAYENTA.  13 MI N. OF SHONTO.  3 MI W. OF
 GP0648'TALL MTN..  ON THE HIGH RIDGE BETWEEN SHONTO WASH AND PIUTE CANYON.
 GP0648'
 GP0648'STATION MARK--A TRIANGULAR STEEL TOWER ABOUT 140 HIGH WITH MICROWAVE
 GP0648'DISKS.  (THERE IS NO IDENTIFICATION AT THE TOWER SITE AS TO
 GP0648'OWNERSHIP OR MAINTENANCE).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1986 ***********************************************************************
 DU1986  DESIGNATION -  TAM O SHANTER
 DU1986  PID         -  DU1986
 DU1986  STATE/COUNTY-  AZ/GILA
 DU1986  USGS QUAD   -  HAYDEN (1964)
 DU1986
 DU1986                         *CURRENT SURVEY CONTROL
 DU1986  ___________________________________________________________________
 DU1986* NAD 83(1992)-  33 05 19.81837(N)    110 48 53.70777(W)     ADJUSTED  
 DU1986* NAVD 88     -      1413.     (meters)    4636.     (feet)  SCALED    
 DU1986  ___________________________________________________________________
 DU1986  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DU1986  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DU1986  HORZ ORDER  -  FIRST
 DU1986
 DU1986.The horizontal coordinates were established by classical geodetic methods
 DU1986.and adjusted by the National Geodetic Survey in August 1993.
 DU1986
 DU1986.The orthometric height was scaled from a topographic map.
 DU1986
 DU1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1986
 DU1986.The geoid height was determined by GEOID03.
 DU1986
 DU1986;                    North         East     Units Scale Factor Converg.
 DU1986;SPC AZ E     -   231,790.106   152,845.064   MT  0.99994514   -0 21 14.1
 DU1986;SPC AZ E     -   760,466.23    501,460.18   iFT  0.99994514   -0 21 14.1
 DU1986;UTM  12      - 3,661,150.882   517,272.177   MT  0.99960368   +0 06 03.8
 DU1986
 DU1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1986!SPC AZ E     -   0.99978269  x   0.99994514  =   0.99972784
 DU1986!UTM  12      -   0.99978269  x   0.99960368  =   0.99938645
 DU1986
 DU1986|---------------------------------------------------------------------|
 DU1986| PID    Reference Object                     Distance      Geod. Az  |
 DU1986|                                                           dddmmss.s |
 DU1986| CD3708 TAM O SHANTER RM 2                   12.822 METERS 11903     |
 DU1986| CD3707 TAM O SHANTER RM 1                    6.739 METERS 18517     |
 DU1986| DU1982 MANHATTAN                           APPROX. 7.2 KM 3141409.1 |
 DU1986|---------------------------------------------------------------------|
 DU1986
 DU1986                          SUPERSEDED SURVEY CONTROL
 DU1986
 DU1986  NAD 83(1986)-  33 05 19.81371(N)    110 48 53.70646(W) AD(       ) 1
 DU1986  NAD 27      -  33 05 19.58400(N)    110 48 51.31500(W) AD(       ) 1
 DU1986
 DU1986.Superseded values are not recommended for survey control.
 DU1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1986.See file dsdata.txt to determine how the superseded data were derived.
 DU1986
 DU1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1727261151(NAD 83)
 DU1986_MARKER: DS = TRIANGULATION STATION DISK
 DU1986_SETTING: 66 = SET IN ROCK OUTCROP
 DU1986
 DU1986  HISTORY     - Date     Condition        Report By
 DU1986  HISTORY     - 1935     MONUMENTED       CGS
 DU1986  HISTORY     - 1963     GOOD             USGS
 DU1986  HISTORY     - 1967     GOOD             AMS
 DU1986
 DU1986                          STATION DESCRIPTION
 DU1986
 DU1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU1986'STATION IS LOCATED ON TAM O SHANTER PEAK, WHICH IS THE HIGHEST
 DU1986'AND MOST NORTHERN PEAK ON THE GRAY LIMESTONE RIDGE RUNNING
 DU1986'NORTH FROM THE 79 MINE.  STATION IS ABOUT 8 MILES NORTH OF
 DU1986'THE GILA RIVER AND ABOUT 11 MILES NW OF WINKLEMAN.
 DU1986'
 DU1986'STATION AND REFERENCE MARKS ARE BRONZE DISKS IN OUTCROPPING
 DU1986'BEDROCK.
 DU1986'
 DU1986'REACHED FROM WINKLEMAN AS FOLLOWS--GO WEST ON KELVIN ROAD 3.4
 DU1986'MILES TO HAYDEN JUNCTION, CONTINUE WEST 0.3 MILES, TURN RIGHT,
 DU1986'UP HILL GO 0.7 MILE TO ETT AT AN OLD BUNK HOUSE WHICH FACES
 DU1986'EAST.  FROM ETT DESCEND NE INTO THE CANYON RUNNING NORTH
 DU1986'AND SOUTH BETWEEN THE GRAY LIMESTONE RIDGE AND THE HIGH RED
 DU1986'RIDGE.  FOLLOW THE MAIN CANYON FOR ABOUT 2 MILES TO THE SADDLE,
 DU1986'THEN LEFT TO SECOND SADDLE, THEN RIGHT TO RIM ROCK WHICH CAN
 DU1986'BE SCALED ON THE SW SIDE ONLY.  CONTINUE TO TOP AND STATION.
 DU1986'A PACK OF 1-1/2 HOURS.
 DU1986
 DU1986                          STATION RECOVERY (1963)
 DU1986
 DU1986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU1986'REVISED ROUTE DESCRIPTION--TO REACH STATION FROM POST OFFICE
 DU1986'IN WINKELMAN GO NORTH 0.1 MILE TO INTERSECTION OF STATE HWYS
 DU1986'177 AND 77.  FOLLOW STATE HWY 177 NW FOR 1.3 MI. TO HAYDEN
 DU1986'JUNCTION.  CONTINUE ON STATE HWY 177 FOR 2.2 MI. TO GRADED
 DU1986'RD ON RIGHT, WEST OF DRAIN AT SIGN 79 MINE.  TURN RIGHT AND GO
 DU1986'2.4 MI. TO Y-RD FORK.  TAKE LEFT FORK AND PROCEED UP HILL FOR
 DU1986'1.5 MI. TO TWO OLD HOUSES ON RIDGE AT ROAD FORK.  TAKE RIGHT
 DU1986'FORK FOLLOWING ALONG RIDGE FOR 0.8 MI. TO SADDLE AND END OF
 DU1986'TRUCK TRAVEL.  FOLLOW TRAIL NE INTO MAIN DRAIN BETWEEN GRAY
 DU1986'COLORED RIDGE ON LEFT (WEST) AND RED COLORED RIDGE ON RIGHT
 DU1986'(EAST).  FOLLOW UP DRAIN ON COW TRAIL FOR ABOUT 1.3 MI. TO
 DU1986'SADDLE.  TURN LEFT AND CLIMB STEEP HILL TO SADDLE S OF
 DU1986'HIGHEST POINT IN VICINITY.  CLIMB RIGHT TO RIMROCK ON SW SIDE
 DU1986'OF TOP WHERE THERE IS A STEEP NOTCH ABOUT 25 FT HIGH WHICH
 DU1986'CAN BE CLIMBED.  CONTINUE A SHORT DISTANCE TO TOP AND
 DU1986'STATION MARK.  ABOUT 1-1/2 HOUR PACK.  IT IS ADVISABLE TO
 DU1986'TAKE A ROPE ALONG FOR USE IN PULLING EQUIPMENT UP STEEP
 DU1986'NOTCH.
 DU1986
 DU1986                          STATION RECOVERY (1967)
 DU1986
 DU1986'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU1986'LOCATED APPROXIMATELY 6.0 AIRMILES (NNW) OF HAYDEN JCT, ARIZONA
 DU1986'AND APPROXIMATELY 9.0 AIRMILES (ESE) OF THE KELVIN AIRPORT.
 DU1986'
 DU1986'TO REACH FROM P.O. IN WINKELMAN, ARIZONA GO 3.5 MI (NE) ON
 DU1986'ARIZONA STATE HWY 77 TO A UNIMPROVED GRAVEL ROAD, TURN LEFT
 DU1986'(N) ON ROAD AND PROCEED 1.1 MI TO Y ROAD INTERSECTION, GO LEFT
 DU1986'(W) AT Y, PROCEED 3.6 MI TO CROSS RD, CONTINUE STRAIGHT
 DU1986'AHEAD (W) FOR 0.9 MI AND END OF TRUCK TRAVEL.  STATION IS
 DU1986'THE HIGHEST POINT IN THE AREA ON A MAG AZ OF 293 DEG,
 DU1986'APPROXIMATELY 1-1/2 HOUR PACK.  IT IS SUGGESTED TO BRING A ROPE
 DU1986'(30 FT) TO AID IN GETTING EQUIPMENT UP CLIFF.  THE BEST
 DU1986'PLACE TO CLIMB IS ON THE (SE) SIDE OF CLIFF.  CONDITION OF
 DU1986'STATION GOOD.
 DU1986'
 DU1986'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN ROCK
 DU1986'AND STAMPED TAM O SHANTER 1935.
 DU1986'
 DU1986'R.M. 1 IS A STANDARD USC AND GS BRONZE DISK SET IN ROCK AND
 DU1986'STAMPED R.M. 1 TAM O SHANTER (1935).
 DU1986'
 DU1986'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK SET IN ROCK AND
 DU1986'STAMPED R.M. 2 TAM O SHANTER (1935).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1226 ***********************************************************************
 CY1226  DESIGNATION -  TAN
 CY1226  PID         -  CY1226
 CY1226  STATE/COUNTY-  AZ/GRAHAM
 CY1226  USGS QUAD   -  TANQUE (1966)
 CY1226
 CY1226                         *CURRENT SURVEY CONTROL
 CY1226  ___________________________________________________________________
 CY1226* NAD 83(1992)-  32 36 21.23140(N)    109 32 31.74134(W)     ADJUSTED  
 CY1226* NAVD 88     -      1003.8    (meters)    3293.     (feet)  VERTCON   
 CY1226  ___________________________________________________________________
 CY1226  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CY1226  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CY1226  HORZ ORDER  -  FIRST
 CY1226
 CY1226.The horizontal coordinates were established by classical geodetic methods
 CY1226.and adjusted by the National Geodetic Survey in August 1993.
 CY1226
 CY1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1226
 CY1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1226
 CY1226.The geoid height was determined by GEOID03.
 CY1226
 CY1226;                    North         East     Units Scale Factor Converg.
 CY1226;SPC AZ E     -   178,221.724   271,975.770   MT  0.99994235   +0 20 11.5
 CY1226;SPC AZ E     -   584,716.94    892,308.96   iFT  0.99994235   +0 20 11.5
 CY1226;UTM  12      - 3,608,536.002   636,794.702   MT  0.99983075   +0 47 08.5
 CY1226
 CY1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1226!SPC AZ E     -   0.99984666  x   0.99994235  =   0.99978902
 CY1226!UTM  12      -   0.99984666  x   0.99983075  =   0.99967744
 CY1226
 CY1226|---------------------------------------------------------------------|
 CY1226| PID    Reference Object                     Distance      Geod. Az  |
 CY1226|                                                           dddmmss.s |
 CY1226| CC7480 TAN RM 1                              9.687 METERS 00910     |
 CY1226| CC7479 TAN AZ MK                                          0582756.4 |
 CY1226| CC7481 TAN RM 2                             24.458 METERS 12926     |
 CY1226|---------------------------------------------------------------------|
 CY1226
 CY1226                          SUPERSEDED SURVEY CONTROL
 CY1226
 CY1226  NAD 83(1986)-  32 36 21.22615(N)    109 32 31.73770(W) AD(       ) 1
 CY1226  NAD 27      -  32 36 20.98000(N)    109 32 29.47900(W) AD(       ) 1
 CY1226  NGVD 29 (07/19/86) 1003.1    (m)         3291.     (f) VERT ANG    3  
 CY1226
 CY1226.Superseded values are not recommended for survey control.
 CY1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1226.See file dsdata.txt to determine how the superseded data were derived.
 CY1226
 CY1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3679508536(NAD 83)
 CY1226_MARKER: DS = TRIANGULATION STATION DISK
 CY1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1226
 CY1226  HISTORY     - Date     Condition        Report By
 CY1226  HISTORY     - 1945     MONUMENTED       CGS
 CY1226
 CY1226                          STATION DESCRIPTION
 CY1226
 CY1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1226'STATION IS LOCATED BY APPROXIMATE AIR LINE DISTANCE--18-1/2
 CY1226'MILES SSE OF SAFFORD, 8-1/2 MILES E OF U.S. HIGHWAY 666,
 CY1226'AND 1/4 MILE WSW OF TANQUE ON THE SOUTHERN PACIFIC CO. RAILROAD.
 CY1226'IT IS ON TOP OF A LOW KNOLL 87 FEET N OF THE TANQUE ROAD.
 CY1226'
 CY1226'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY1226'AND 666 NEAR THE E END OF SAFFORD, GO S ON U.S. HIGHWAY 666
 CY1226'FOR 7.1 MILES TO WHERE A MACADAM ROAD FORKS OFF THE RIGHT
 CY1226'(SWIFT TRAIL FORK).  CONTINUE S ON U.S. HIGHWAY 666 FOR 9.0
 CY1226'MILES TO A GRADED ROAD LEFT (E) AT A SIGN TANQUE 10 MI.  TURN
 CY1226'LEFT ON THE GRADED ROAD AND GO E FOR 3.7 MILES TO A ROAD
 CY1226'RIGHT, A CATTLE GUARD, AND STATION U.S.G.S. B.M. 23 RS IN
 CY1226'A FENCE LINE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD (E)
 CY1226'TOWARDS TANQUE FOR 2.0 MILES ON THE MAIN TRAVELED ROAD TO A
 CY1226'FORK.  KEEP THE RIGHT FORK FOR 2.3 MILES, THENCE RIGHT
 CY1226'FORK AGAIN FOR 1.6 MILES TO THE STATION ON THE LEFT, 87
 CY1226'FEET N OF THE ROAD.  TO REACH THE AZIMUTH MARK CONTINUE
 CY1226'FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.15
 CY1226'MILE TO THE AZIMUTH MARK AT A FORK AND 18 FEET SSE OF
 CY1226'THE CENTER OF THE ROAD.  THIS IS ABOUT 1/10 MILE BEFORE
 CY1226'REACHING THE SOUTHERN PACIFIC CO. RAILROAD TRACKS AND
 CY1226'RAILROAD STATION TANQUE.
 CY1226'
 CY1226'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY1226'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 CY1226'STAMPED TAN 1945.  IT IS 87 FEET N OF THE ROAD ON THE HIGHEST
 CY1226'POINT OF A SMALL KNOLL.  UNDERGROUND MARK IS A BRONZE STATION
 CY1226'DISK SET IN CONCRETE.
 CY1226'
 CY1226'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1226'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 CY1226'AND IS STAMPED TAN NO 1 1945.  IT IS NNE OF THE STATION AND
 CY1226'ABOUT 3 FEET LOWER.
 CY1226'
 CY1226'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY1226'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 CY1226'AND IS STAMPED TAN NO 2 1945.  IT IS SE OF THE STATION, ABOUT
 CY1226'10 FEET LOWER, 21 FEET N OF THE ROAD, AND 7.0 FEET S OF A
 CY1226'4- BY 4-INCH WHITE WITNESS POST.
 CY1226'
 CY1226'AZIMUTH MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 CY1226'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 FEET
 CY1226'ABOVE THE GROUND AND IS STAMPED 3259.380 10.  IT IS ENE
 CY1226'OF THE STATION, 18 FEET SSE OF THE CENTER OF THE DIRT ROAD,
 CY1226'AND 5.8 FEET NW OF A 4- BY 4-INCH WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2008 ***********************************************************************
 DV2008  DESIGNATION -  TAN
 DV2008  PID         -  DV2008
 DV2008  STATE/COUNTY-  AZ/MARICOPA
 DV2008  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2008
 DV2008                         *CURRENT SURVEY CONTROL
 DV2008  ___________________________________________________________________
 DV2008* NAD 83(1992)-  33 30 10.74278(N)    112 01 32.86261(W)     ADJUSTED  
 DV2008* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 DV2008  ___________________________________________________________________
 DV2008  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DV2008  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DV2008  HORZ ORDER  -  FIRST
 DV2008
 DV2008.The horizontal coordinates were established by classical geodetic methods
 DV2008.and adjusted by the National Geodetic Survey in August 1993.
 DV2008
 DV2008.The orthometric height was scaled from a topographic map.
 DV2008
 DV2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2008
 DV2008.The geoid height was determined by GEOID03.
 DV2008
 DV2008;                    North         East     Units Scale Factor Converg.
 DV2008;SPC AZ C     -   277,536.729   203,220.861   MT  0.99990127   -0 03 36.9
 DV2008;SPC AZ C     -   910,553.57    666,735.11   iFT  0.99990127   -0 03 36.9
 DV2008;UTM  12      - 3,707,520.893   404,719.896   MT  0.99971192   -0 33 58.5
 DV2008
 DV2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2008!SPC AZ C     -   0.99994806  x   0.99990127  =   0.99984933
 DV2008!UTM  12      -   0.99994806  x   0.99971192  =   0.99965999
 DV2008
 DV2008:                Primary Azimuth Mark                     Grid Az
 DV2008:SPC AZ C     -  TAN AZ MK                                109 40 14.3
 DV2008:UTM  12      -  TAN AZ MK                                110 10 35.9
 DV2008
 DV2008|---------------------------------------------------------------------|
 DV2008| PID    Reference Object                     Distance      Geod. Az  |
 DV2008|                                                           dddmmss.s |
 DV2008| CH5548 TAN AZ MK                                          1093637.4 |
 DV2008| DV2065 PHOENIX RADIO KTAR S TWR OF 2       APPROX. 3.5 KM 1423425.6 |
 DV2008| CH5549 TAN RM 1                             20.419 METERS 18334     |
 DV2008| CH5550 TAN RM 2                             21.558 METERS 35649     |
 DV2008|---------------------------------------------------------------------|
 DV2008
 DV2008                          SUPERSEDED SURVEY CONTROL
 DV2008
 DV2008  NAD 83(1986)-  33 30 10.73725(N)    112 01 32.86800(W) AD(       ) 1
 DV2008  NAD 27      -  33 30 10.58360(N)    112 01 30.33590(W) AD(       ) 1
 DV2008
 DV2008.Superseded values are not recommended for survey control.
 DV2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2008.See file dsdata.txt to determine how the superseded data were derived.
 DV2008
 DV2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0472007521(NAD 83)
 DV2008_MARKER: DS = TRIANGULATION STATION DISK
 DV2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2008
 DV2008  HISTORY     - Date     Condition        Report By
 DV2008  HISTORY     - 1963     MONUMENTED       CGS
 DV2008  HISTORY     - 1972     MARK NOT FOUND   USE
 DV2008  HISTORY     - 1973     GOOD             NGS
 DV2008  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 DV2008  HISTORY     - 20080324 MARK NOT FOUND   GEOCAC
 DV2008
 DV2008                          STATION DESCRIPTION
 DV2008
 DV2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2008'THE STATION IS LOCATED IN THE WEST-SOUTHWEST SECTION OF THE
 DV2008'CAMEL BACK HIGH SCHOOL GROUNDS, 3-1/2 MILES NORTHEAST OF THE
 DV2008'CENTRAL SECTION OF PHOENIX AND ALONG THE EAST SIDE OF NORTH
 DV2008'26 TH STREET.
 DV2008'
 DV2008'TO REACH THE STATION FROM THE JUNCTION OF CAMEL BACK ROAD AND
 DV2008'NORTH 24 TH STREET, GO SOUTH ON NORTH 24 TH STREET FOR 0.5
 DV2008'MILE TO CAMBELL AVENUE, TURN LEFT AND GO EAST ON CAMBELL
 DV2008'AVENUE FOR 0.25 MILE TO THE INTERSECTION OF NORTH 26 TH STREET,
 DV2008'CONTINUE EAST ON CAMBELL AVENUE FOR 0.15 MILE TO THE ENTRANCE
 DV2008'TO THE CAMEL BACK HIGH SCHOOL ON THE LEFT AND THE AZIMUTH
 DV2008'MARK IS LOCATED ON THE WEST END OF THE GATE.  TURN LEFT AND GO
 DV2008'NORTH ON THE HIGH SCHOOL DRIVEWAY FOR 0.05 MILE TO A NARROW
 DV2008'MACADAM ROAD LEFT, TURN LEFT AND GO WEST ON THE MACADAM ROAD
 DV2008'FOR 0.1 MILE TO THE WEST FENCE LINE OF THE PLAY GROUND AND THE
 DV2008'STATION AS DESCRIBED.
 DV2008'
 DV2008'THE STATION MARK IS A STANDARD DISK STAMPED TAN 1963, SET
 DV2008'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV2008'GROUND SURFACE.  IT IS 5.2 FEET EAST OF A STANDARD METAL
 DV2008'WITNESS POST AND MARKER, 5.6 FEET EAST OF THE FENCE LINE AND
 DV2008'241.5 FEET NORTH OF THE SOUTHWEST FENCE CORNER.
 DV2008'
 DV2008'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TAN NO 1 1963,
 DV2008'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS 2 INCHES
 DV2008'BELOW THE GROUND SURFACE.  IT IS 1.5 FEET EAST OF THE FENCE
 DV2008'LINE, 67.2 FEET SOUTH OF THE WITNESS POST, AND 174.5 FEET
 DV2008'NORTH OF THE SOUTHWEST FENCE CORNER.
 DV2008'
 DV2008'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TAN NO 2 1963,
 DV2008'SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 DV2008'THE GROUND SURFACE.  IT IS 1.4 FEET EAST OF THE FENCE LINE,
 DV2008'70.6 FEET NORTH OF THE WITNESS POST AND 311.8 FEET
 DV2008'NORTH OF THE SOUTHWEST FENCE CORNER.
 DV2008'
 DV2008'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TAN 1963, SET
 DV2008'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DV2008'GROUND SURFACE.  IT IS 1.4 FEET NORTH OF THE FENCE LINE, 1.8
 DV2008'FEET EAST-NORTHEAST OF A STANDARD METAL WITNESS POST AND
 DV2008'MARKER, 4.0 FEET WEST-NORTHWEST OF THE WEST GATE POST AND
 DV2008'13.9 FEET WEST OF THE APPROXIMATE CENTER OF THE GATE ENTRANCE.
 DV2008'
 DV2008'THE 1/4 SECTION MARK IS LOCATED IN THE CENTER OF THE INTERSECTION
 DV2008'OF EAST CAMPBELL AVENUE AND NORTH 28 TH STREET.  IT IS A BRASS
 DV2008'CAP LOCATED IN A 10-INCH HAND HOLE WHICH IS ABOUT 8 INCHES
 DV2008'BELOW THE ROAD SURFACE.
 DV2008'
 DV2008'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DV2008
 DV2008                          STATION RECOVERY (1972)
 DV2008
 DV2008'RECOVERY NOTE BY US ENGINEERS 1972 (EMB)
 DV2008'THE STATION MARK, R.M. 1 AND R.M. 2 WERE SEARCHED FOR AND NOT
 DV2008'RECOVERED.  DISTANCES WERE MEASURED FROM SOUTH FENCE LINE AND
 DV2008'WEST FENCE LINE.  SURFACE WAS SCRATCHED WITH SHOVEL.  MARKS
 DV2008'WERE PROBABLY DESTROYED WHEN IRRIGATION SYSTEM WAS INSTALLED.
 DV2008'TALKED TO BLDG. CUSTODIAN WHO HAS NO KNOWLEDGE OF MARKS.
 DV2008
 DV2008                          STATION RECOVERY (1973)
 DV2008
 DV2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2008'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DV2008'MARK WERE RECOVERED IN GOOD CONDITION.  ALL OF THE MARKS
 DV2008'EXCEPT REFERENCE MARK 2 ARE BURIED SEVERAL INCHES UNDER
 DV2008'LAWN.  A WITNESS SIGN WAS PLACED IN THE CHAIN LINK FENCE 5-1/2
 DV2008'FEET WEST OF THE STATION.  THE DESCRIPITON OF THE STATION AND
 DV2008'MARKS IS ADEQUATE.
 DV2008'
 DV2008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 DV2008'NORTHEAST OF PHOENIX.
 DV2008
 DV2008                          STATION RECOVERY (1995)
 DV2008
 DV2008'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2008'MARK NOT FOUND.
 DV2008
 DV2008                          STATION RECOVERY (2008)
 DV2008
 DV2008'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV2008'THE AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 DV2008'USING MEASUREMENTS IN THE 1963 DESCRIPTION. THE CONCRETE
 DV2008'SETTING OF RM2 BEARS A CLEAR IMPRESSION OF THE DISK, WITH THE
 DV2008'BROKEN STEM FIRMLY EMBEDDED IN THE CENTER.  MEASUREMENTS
 DV2008'FROM RMS AND FENCE LINE LOCATED THE POSITION OF THE PRIMARY
 DV2008'STATION.  CAREFUL PROBING TO A DEPTH OF TWENTY CENTIMETERS IN
 DV2008'A 1-METER CIRCLE CENTERED ON THE POINT FAILED TO REVEAL
 DV2008'EVIDENCE OF  THE SETTING. THEREFORE NO DIGGING WAS DONE AT
 DV2008'THE SITE OF THE PRIMARY MARK.  A SMALL MASONRY BUILDING HAS
 DV2008'RECENTLY BEEN ERECTED NORTH OF THE STATION. ITS SOUTHWEST
 DV2008'CORNER IS 1.27 M. NORTH OF RM2.  BACKFILL FROM THAT
 DV2008'CONSTRUCTION HAS BURIED RM2, FORMERLY THE ONLY MARK OF THE
 DV2008'FOUR TO PROJECT ABOVE GROUND. THE THREE RECOVERED MARKS
 DV2008'WERE BURIED TO DEPTHS BETWEEN 7 AND 12 CENTIMETERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2259 ***********************************************************************
 DU2259  DESIGNATION -  TAN
 DU2259  PID         -  DU2259
 DU2259  STATE/COUNTY-  AZ/MARICOPA
 DU2259  USGS QUAD   -  CHANDLER (1981)
 DU2259
 DU2259                         *CURRENT SURVEY CONTROL
 DU2259  ___________________________________________________________________
 DU2259* NAD 83(2007)-  33 19 18.57819(N)    111 45 09.08506(W)     ADJUSTED  
 DU2259* NAVD 88     -       386.0    (meters)    1266.     (feet)  VERTCON   
 DU2259  ___________________________________________________________________
 DU2259  EPOCH DATE  -        2007.00
 DU2259  X           -  -1,977,234.462 (meters)                     COMP
 DU2259  Y           -  -4,955,343.157 (meters)                     COMP
 DU2259  Z           -   3,484,034.461 (meters)                     COMP
 DU2259  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 DU2259  ELLIP HEIGHT-         356.615 (meters)          (02/10/07) ADJUSTED
 DU2259  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU2259
 DU2259  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2259  Type    PID    Designation                      North   East  Ellip
 DU2259  -------------------------------------------------------------------
 DU2259  NETWORK DU2259 TAN                               2.39   2.16   6.45
 DU2259  -------------------------------------------------------------------
 DU2259
 DU2259.The horizontal coordinates were established by GPS observations
 DU2259.and adjusted by the National Geodetic Survey in February 2007.
 DU2259
 DU2259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2259.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2259.The horizontal coordinates are valid at the epoch date displayed above.
 DU2259.The epoch date for horizontal control is a decimal equivalence
 DU2259.of Year/Month/Day.
 DU2259
 DU2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2259
 DU2259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2259
 DU2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2259
 DU2259.The ellipsoidal height was determined by GPS observations
 DU2259.and is referenced to NAD 83.
 DU2259
 DU2259.The geoid height was determined by GEOID03.
 DU2259
 DU2259;                    North         East     Units Scale Factor Converg.
 DU2259;SPC AZ C     -   257,453.001   228,642.242   MT  0.99990288   +0 05 24.6
 DU2259;SPC AZ C     -   844,662.08    750,138.59   iFT  0.99990288   +0 05 24.6
 DU2259;UTM  12      - 3,687,218.356   429,957.896   MT  0.99966048   -0 24 48.3
 DU2259
 DU2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2259!SPC AZ C     -   0.99994402  x   0.99990288  =   0.99984690
 DU2259!UTM  12      -   0.99994402  x   0.99966048  =   0.99960452
 DU2259
 DU2259                          SUPERSEDED SURVEY CONTROL
 DU2259
 DU2259  ELLIP H (06/11/02)  356.644  (m)                       GP(       ) 4 2
 DU2259  NAD 83(1992)-  33 19 18.57679(N)    111 45 09.08412(W) AD(       ) 1
 DU2259  ELLIP H (08/23/93)  356.716  (m)                       GP(       ) 4 2
 DU2259  NAD 83(1986)-  33 19 18.57000(N)    111 45 09.08838(W) AD(       ) 1
 DU2259  NGVD 29 (09/11/89)  385.5    (m)         1265.     (f) GPS OBS     3  
 DU2259
 DU2259.Superseded values are not recommended for survey control.
 DU2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2259.See file dsdata.txt to determine how the superseded data were derived.
 DU2259
 DU2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2995887218(NAD 83)
 DU2259_MARKER: DD = SURVEY DISK
 DU2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2259+STABILITY: SURFACE MOTION
 DU2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2259+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2259
 DU2259  HISTORY     - Date     Condition        Report By
 DU2259  HISTORY     - 1986     MONUMENTED       AZDT
 DU2259  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU2259  HISTORY     - 20071217 MARK NOT FOUND   GEOCAC
 DU2259
 DU2259                          STATION DESCRIPTION
 DU2259
 DU2259'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2259'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) SOUTH-SOUTHWEST OF
 DU2259'GILBERT, ARIZONA.
 DU2259'
 DU2259'TO REACH THE STATION FROM THE INTERSECTION OF VAL VISTA DRIVE AND
 DU2259'RAY ROAD, GO EAST ON RAY ROAD FOR 0.32 KM (0.2 MI) TO AN EASTERN
 DU2259'CANAL BRIDGE CROSSING, TURN LEFT AND GO 15.2 METERS (50 FT) OVER
 DU2259'THE CANAL, TURN ANOTHER LEFT AND GO WEST ALONG THE NORTH SIDE OF
 DU2259'THE CANAL FOR 0.08 KM (0.05 MI).  TURN RIGHT AND GO NORTH 0.08 KM
 DU2259'(0.05 MI) ALONG THE EAST SIDE OF ANOTHER CANAL TO THE STATION ON
 DU2259'THE RIGHT.
 DU2259'
 DU2259'THE STATION IS A STANDARD AGS DISK
 DU2259'STAMPED---TAN 1986---,
 DU2259'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2259'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DU2259'1.22 METERS (4.0 FT) SOUTH FROM A WITNESS POST AND SIGN,
 DU2259'1.22 METERS (4.0 FT) NORTH FROM A WITNESS POST AND SIGN,
 DU2259'9.6 METERS (31.5 FT) EAST FROM THE EASTERN EDGE OF THE CANAL,
 DU2259'6.31 METERS (20.7 FT) EAST FROM THE CENTERLINE OF THE EAST CANAL.
 DU2259'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2259'STAMPED---TAN 1986---,
 DU2259'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2259
 DU2259                          STATION RECOVERY (2005)
 DU2259
 DU2259'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2259'FOUND TWO NORTH/SOUGH CANALS THAT RAN UNDER RAY ROAD, BUT DID NOT
 DU2259'LOCATE ANY WITNESS POSTS. THE GPS COORDINATES POINT TO LARGE PILES OF
 DU2259'DIRT.
 DU2259
 DU2259                          STATION RECOVERY (2007)
 DU2259
 DU2259'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2259'THE ADJUSTED CO-ORDINATES POINT TO A LARGE MOUND OF CONSTRUCTION
 DU2259'SPOIL/FILL. ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0420 ***********************************************************************
 GQ0420  DESIGNATION -  TANA
 GQ0420  PID         -  GQ0420
 GQ0420  STATE/COUNTY-  AZ/MOHAVE
 GQ0420  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0420
 GQ0420                         *CURRENT SURVEY CONTROL
 GQ0420  ___________________________________________________________________
 GQ0420* NAD 83(1992)-  36 57 43.14879(N)    113 45 58.40435(W)     ADJUSTED  
 GQ0420* NAVD 88     -       875.7    (meters)    2873.     (feet)  VERTCON   
 GQ0420  ___________________________________________________________________
 GQ0420  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 GQ0420  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 GQ0420  HORZ ORDER  -  SECOND
 GQ0420
 GQ0420.The horizontal coordinates were established by classical geodetic methods
 GQ0420.and adjusted by the National Geodetic Survey in November 1997.
 GQ0420
 GQ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0420
 GQ0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0420
 GQ0420.The geoid height was determined by GEOID03.
 GQ0420
 GQ0420;                    North         East     Units Scale Factor Converg.
 GQ0420;SPC AZ W     -   661,273.971   211,915.303   MT  0.99993336   -0 00 35.1
 GQ0420;SPC AZ W     - 2,169,534.03    695,260.18   iFT  0.99993336   -0 00 35.1
 GQ0420;SPC UT S     - 3,035,221.324   298,188.261   MT  1.00005342   -1 23 18.6
 GQ0420;UTM  12      - 4,094,231.630   253,723.114   MT  1.00034725   -1 39 50.8
 GQ0420
 GQ0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0420!SPC AZ W     -   0.99986650  x   0.99993336  =   0.99979987
 GQ0420!SPC UT S     -   0.99986650  x   1.00005342  =   0.99991991
 GQ0420!UTM  12      -   0.99986650  x   1.00034725  =   1.00021370
 GQ0420
 GQ0420|---------------------------------------------------------------------|
 GQ0420| PID    Reference Object                     Distance      Geod. Az  |
 GQ0420|                                                           dddmmss.s |
 GQ0420| CH3467 TANA RM 1                             7.354 METERS 04014     |
 GQ0420| CH3466 TANA AZ MK                                         2325501.7 |
 GQ0420| CH3468 TANA RM 2                             8.134 METERS 32112     |
 GQ0420|---------------------------------------------------------------------|
 GQ0420
 GQ0420                          SUPERSEDED SURVEY CONTROL
 GQ0420
 GQ0420  NAD 83(1992)-  36 57 43.14779(N)    113 45 58.40511(W) AD(       ) 2
 GQ0420  NAD 83(1986)-  36 57 43.14520(N)    113 45 58.40329(W) AD(       ) 2
 GQ0420  NAD 27      -  36 57 43.21720(N)    113 45 55.54200(W) AD(       ) 2
 GQ0420  NGVD 29 (07/19/86)  874.9    (m)         2870.     (f) VERT ANG    3  
 GQ0420
 GQ0420.Superseded values are not recommended for survey control.
 GQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0420.See file dsdata.txt to determine how the superseded data were derived.
 GQ0420
 GQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5372394232(NAD 83)
 GQ0420_MARKER: DE = TRAVERSE STATION DISK
 GQ0420_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0420
 GQ0420  HISTORY     - Date     Condition        Report By
 GQ0420  HISTORY     - 1962     MONUMENTED       CGS
 GQ0420
 GQ0420                          STATION DESCRIPTION
 GQ0420
 GQ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 GQ0420'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF LITTLEFIELD,
 GQ0420'ABOUT 3 MILES SOUTH OF THE UTAH-ARIZONA STATE LINE, ABOUT 2-1/2
 GQ0420'MILES WEST-SOUTHWEST OF THE CONFLUENCE OF THE VIRGIN RIVER AND
 GQ0420'BLACK ROCK CANYON, ABOUT 1/2 MILE NORTH OF THE VIRGIN RIVER
 GQ0420'AND IS ON A SMALL LEDGE ABOUT HALF WAY UP A STEEP ROCKY SLOPE
 GQ0420'AT THE SOUTH END OF A HIGH NORTH-SOUTH RIDGE WITH A LOT OF
 GQ0420'HIGH OUTCROPPING ROCK ON TOP.
 GQ0420'
 GQ0420'TO REACH THE STATION FROM BEAVER DAM LODGE, JUST NORTH OF
 GQ0420'LITTLEFIELD, GO NORTHERLY ON U.S. HIGHWAY 91 FOR 5.1 MILES
 GQ0420'TO A SIDE ROAD, TURN RIGHT AND FOLLOW THE MAIN BLADED ROAD
 GQ0420'EASTERLY FOR 8.35 MILES TO END OF THE ROAD AND A SMALL CORRAL
 GQ0420'AND UNLOADING SHUTE.  TAKE HORSES AND PACK SOUTHERLY FROM
 GQ0420'THE CORRAL FOLLOWING TRAIL DOWN THROUGH CANYON AND OVER
 GQ0420'SEVERAL SMALL RIDGES FOR ABOUT 1-3/4 MILES (ABOUT 45 MINUTES),
 GQ0420'BEAR LEFT AND FOLLOW ANOTHER TRAIL NORTHEASTERLY FOR ABOUT
 GQ0420'20 MINUTES TO THE VIRGIN RIVER, FOLLOW TRAIL NORTHERLY AROUND
 GQ0420'WEST SIDE OF SMALL HILL AND FOLLOW THE TRAIL NORTHEASTERLY
 GQ0420'WINDING AROUND AND OVER SEVERAL SMALL HILLS THENCE AROUND THE
 GQ0420'SOUTH SIDE OF A BIGGER HILL TO A SADDLE AND THE AZIMUTH MARK ON
 GQ0420'THE RIGHT.  FROM THIS POINT THE STATION IS VISIBLE TO
 GQ0420'THE NORTH WEST ABOUT HALF WAY UP STEEP SLOPE.  CONTINUE
 GQ0420'NORTHEASTERLY ON TRAIL FOR ABOUT 1/4 MILE TO END OF HORSE
 GQ0420'PACK, PACK NORTHERLY UP STEEP SLOPE TO THE FIRST
 GQ0420'SMALL LEDGE AND THE STATION.
 GQ0420'
 GQ0420'STATION MARK, A STANDARD TRAVERSE DISK SET IN A DRILL HOLE
 GQ0420'IN OUTCROPPING BEDROCK, WHICH IS FLUSH WITH THE SURFACE
 GQ0420'OF THE GROUND AND IS STAMPED TANA 1962.  THE MARK IS 22 FEET
 GQ0420'WEST-NORTHWEST OF A 10 FOOT DROP OFF, 4 FEET EAST OF A 6 FOOT
 GQ0420'DROP OFF AND ABOUT 100 YARDS SOUTH OF A HIGH ROCKY LEDGE.
 GQ0420'
 GQ0420'R.M. 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 GQ0420'OUTCROPPING BEDROCK AND IS STAMPED TANA NO 1 1962.
 GQ0420'
 GQ0420'R.M. 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 GQ0420'OUTCROPPING BEDROCK AND IS STAMPED TANA NO 11 1962.  THE
 GQ0420'MARK IS 46 FEET NORTH-NORTHWEST OF A 10 FOOT DROP OFF.
 GQ0420'
 GQ0420'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 GQ0420'OUT CROPPING BEDROCK AND IS STAMPED TANA 1962.  THE MARK
 GQ0420'IS ABOUT 6 FEET NORTH OF AN 8 FOOT LEDGE.
 GQ0420'
 GQ0420'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 32.41 FEET.
 GQ0420'
 GQ0420'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1021 ***********************************************************************
 FS1021  DESIGNATION -  TANK
 FS1021  PID         -  FS1021
 FS1021  STATE/COUNTY-  AZ/MOHAVE
 FS1021  USGS QUAD   -  RED LAKE (1968)
 FS1021
 FS1021                         *CURRENT SURVEY CONTROL
 FS1021  ___________________________________________________________________
 FS1021* NAD 83(1992)-  35 40 38.26379(N)    114 00 17.37871(W)     ADJUSTED  
 FS1021* NAVD 88     -       842.8    (meters)    2765.     (feet)  VERTCON   
 FS1021  ___________________________________________________________________
 FS1021  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 FS1021  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FS1021  HORZ ORDER  -  THIRD
 FS1021
 FS1021.The horizontal coordinates were established by classical geodetic methods
 FS1021.and adjusted by the National Geodetic Survey in August 1993.
 FS1021
 FS1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1021
 FS1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1021
 FS1021.The geoid height was determined by GEOID03.
 FS1021
 FS1021;                    North         East     Units Scale Factor Converg.
 FS1021;SPC AZ W     -   518,757.676   190,292.092   MT  0.99993989   -0 08 55.0
 FS1021;SPC AZ W     - 1,701,960.88    624,317.89   iFT  0.99993989   -0 08 55.0
 FS1021;UTM  11      - 3,952,291.386   771,083.080   MT  1.00050565   +1 44 52.5
 FS1021;UTM  12      - 3,952,318.103   228,042.835   MT  1.00051150   -1 45 12.8
 FS1021
 FS1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1021!SPC AZ W     -   0.99987206  x   0.99993989  =   0.99981195
 FS1021!UTM  11      -   0.99987206  x   1.00050565  =   1.00037764
 FS1021!UTM  12      -   0.99987206  x   1.00051150  =   1.00038349
 FS1021
 FS1021:                Primary Azimuth Mark                     Grid Az
 FS1021:SPC AZ W     -  R 125                                    111 10 06.8
 FS1021:UTM  11      -  R 125                                    109 16 19.3
 FS1021:UTM  12      -  R 125                                    112 46 24.6
 FS1021
 FS1021|---------------------------------------------------------------------|
 FS1021| PID    Reference Object                     Distance      Geod. Az  |
 FS1021|                                                           dddmmss.s |
 FS1021| CC6581 R 125                                              1110111.8 |
 FS1021| CC6582 TANK RM 1                             8.721 METERS 12742     |
 FS1021| CC5721 TANK RM 2                             8.881 METERS 21416     |
 FS1021|---------------------------------------------------------------------|
 FS1021
 FS1021                          SUPERSEDED SURVEY CONTROL
 FS1021
 FS1021  NAD 83(1986)-  35 40 38.25735(N)    114 00 17.37537(W) AD(       ) 3
 FS1021  NAD 27      -  35 40 38.28900(N)    114 00 14.54300(W) AD(       ) 3
 FS1021  NGVD 29 (07/19/86)  842.0    (m)         2762.     (f) VERT ANG    3  
 FS1021
 FS1021.Superseded values are not recommended for survey control.
 FS1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1021.See file dsdata.txt to determine how the superseded data were derived.
 FS1021
 FS1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7108352291(NAD 83)
 FS1021_MARKER: DS = TRIANGULATION STATION DISK
 FS1021_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FS1021_MARK LOGO: CGS   
 FS1021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1021
 FS1021  HISTORY     - Date     Condition        Report By
 FS1021  HISTORY     - 1936     MONUMENTED       CGS
 FS1021  HISTORY     - 1972     GOOD             AZ-015
 FS1021  HISTORY     - 19780615 GOOD             NGS
 FS1021
 FS1021                          STATION DESCRIPTION
 FS1021
 FS1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FS1021'ABOUT 33 MILES WEST-NORTHWEST OF PEACH SPRINGS, ABOUT 28 MILES
 FS1021'NORTHWEST OF HACKBERRY, IN HUALPAI VALLEY, NEAR RED LAKE, ON
 FS1021'THE WEST BOUNDARY OF THE HUALPAI INDIAN RESERVATION, ABOUT 20
 FS1021'MILES NORTH OF U.S. HIGHWAY 66, 150 YARDS SOUTHWEST OF TRACK
 FS1021'ROAD ACROSS THE FLAT, 25 FEET NORTH OF THE NORTH END OF A
 FS1021'LOW, EARTH, TANK DAM, 10 FEET EAST OF A CATTLE TRAIL, PROJECTING
 FS1021'ABOUT 4 INCHES.
 FS1021'
 FS1021'STATION AND REFERENCE MARKS ARE STANDARD DISKS WITH 3-FOOT
 FS1021'SHANKS SET IN CONCRETE BENEATH THE GROUND.
 FS1021'
 FS1021'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ON
 FS1021'THE FLAT.  REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE
 FS1021'STATION IN RANGE WITH THE AXIS OF THE DAM.  THE AZIMUTH MARK,
 FS1021'IS APPROXIMATELY 0.5 MILE EAST OF THE STATION, 10 FEET
 FS1021'NORTH OF THE CENTER OF THE TRACK ROAD LEADING PAST THE STATION,
 FS1021'A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK,
 FS1021'STAMPED R 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FS1021'
 FS1021'TO REACH THE STATION FROM THE POST OFFICE AT PEACH SPRINGS,
 FS1021'GO WESTERLY ON U.S. HIGHWAY 66 FOR 28.2 MILES, OR 5.8 MILES
 FS1021'PAST THE NORTHSIDE GARAGE AT HACKBERRY, TURN RIGHT THROUGH
 FS1021'GATE ON GRADED ROAD AT SIGN P AND M MINE, THENCE NORTHERLY
 FS1021'UP THE VALLEY FOR 6.0 MILES AND TAKE RIGHT FORK, THENCE 4.5
 FS1021'MILES AND TAKE LEFT FORK, THENCE 4.7 MILES AND KEEP LEFT FORK
 FS1021'AT SIGN P AND M MINE, THENCE 1.7 MILES AND TAKE LEFT FORK,
 FS1021'THENCE 0.9 MILE AND TAKE LEFT FORK, THENCE NORTHWESTERLY FOR
 FS1021'3.8 MILES, OR 0.4 MILE AFTER PASSING THE AZIMUTH MARK
 FS1021'ON THE RIGHT, AND TURN LEFT ACROSS COUNTRY TOWARDS THE EARTH
 FS1021'DAM FOR ABOUT 0.05 MILE TO THE STATION.
 FS1021'
 FS1021'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FS1021
 FS1021                          STATION RECOVERY (1972)
 FS1021
 FS1021'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 1972
 FS1021'TANK 1936-RECOVERED IN GOOD CONDITION.
 FS1021'
 FS1021'TANK R.M. 1 1936-RECOVERED IN GOOD CONDITION.
 FS1021'
 FS1021'TANK R.M. 2 1936-IN DANGER OF DESTRUCTION FROM EROSION.
 FS1021
 FS1021                          STATION RECOVERY (1978)
 FS1021
 FS1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FS1021'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FS1021'THE AREA OF THE AZIMUTH MARK WAS IN DEEP MUD ON THIS VISIT AND THE
 FS1021'MARK WAS NOT RECOVERED.  REFERENCE MARK 3 WAS SET FOR A BACK UP MARK.
 FS1021'IT IS STAMPED THAN 1936 1978 AND SET IN CONCRETE.  TO REACH THE
 FS1021'STATION FROM KINGMAN, TRAVEL NW ALONG US HIGHWAY 93 FOR ABOUT 30 MILES
 FS1021'(48.3 KM) TO PIERCE FERRY ROAD.  TURN RIGHT AND TRAVEL N FOR 13.3
 FS1021'MILES (21.4 KM) TO A HIGHLINE CROSSING, CONTINUE N FOR 8.8 MILES (14.2
 FS1021'KM) TO A SECOND HIGHLINE CROSSING, CONTINUE AHEAD FOR 0.2 MILE (0.3
 FS1021'KM) TO A TRACK ROAD ON THE LEFT.  TURN LEFT FOR 1.45 MILE (2.33 KM) TO
 FS1021'A PUMP AND WIRE CORRAL ON THE RIGHT.  CONTINUE NW AND W FOR 0.95 MILE
 FS1021'(1.53 KM) TO A CORRAL.  TURN LEFT FOR 0.1 MILE (0.2 KM) TO THE STATION
 FS1021'NEAR THE NE CORNER OF THE CORRAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0916 ***********************************************************************
 ET0916  DESIGNATION -  TANK
 ET0916  PID         -  ET0916
 ET0916  STATE/COUNTY-  AZ/YAVAPAI
 ET0916  USGS QUAD   -  MAYER (1974)
 ET0916
 ET0916                         *CURRENT SURVEY CONTROL
 ET0916  ___________________________________________________________________
 ET0916* NAD 83(1992)-  34 23 44.79500(N)    112 14 03.23856(W)     ADJUSTED  
 ET0916* NAVD 88     -      1382.8    (meters)    4537.     (feet)  VERTCON   
 ET0916  ___________________________________________________________________
 ET0916  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ET0916  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 ET0916  HORZ ORDER  -  SECOND
 ET0916
 ET0916.The horizontal coordinates were established by classical geodetic methods
 ET0916.and adjusted by the National Geodetic Survey in August 1993.
 ET0916
 ET0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0916
 ET0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0916
 ET0916.The geoid height was determined by GEOID03.
 ET0916
 ET0916;                    North         East     Units Scale Factor Converg.
 ET0916;SPC AZ C     -   376,597.050   184,161.338   MT  0.99991051   -0 10 45.8
 ET0916;SPC AZ C     - 1,235,554.63    604,203.86   iFT  0.99991051   -0 10 45.8
 ET0916;UTM  12      - 3,806,730.643   386,549.388   MT  0.99975865   -0 41 50.3
 ET0916
 ET0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0916!SPC AZ C     -   0.99978715  x   0.99991051  =   0.99969768
 ET0916!UTM  12      -   0.99978715  x   0.99975865  =   0.99954586
 ET0916
 ET0916|---------------------------------------------------------------------|
 ET0916| PID    Reference Object                     Distance      Geod. Az  |
 ET0916|                                                           dddmmss.s |
 ET0916| CH3469 TANK RM 1                            12.561 METERS 11134     |
 ET0916| CH3470 TANK RM 2                            13.996 METERS 20015     |
 ET0916| ET0917 DANDREA                             APPROX. 1.7 KM 3324553.8 |
 ET0916|---------------------------------------------------------------------|
 ET0916
 ET0916                          SUPERSEDED SURVEY CONTROL
 ET0916
 ET0916  NAD 83(1986)-  34 23 44.79079(N)    112 14 03.23777(W) AD(       ) 2
 ET0916  NAD 27      -  34 23 44.69314(N)    112 14 00.65127(W) AD(       ) 2
 ET0916  NGVD 29 (07/19/86) 1382.0    (m)         4534.     (f) VERT ANG    3  
 ET0916
 ET0916.Superseded values are not recommended for survey control.
 ET0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0916.See file dsdata.txt to determine how the superseded data were derived.
 ET0916
 ET0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8654906731(NAD 83)
 ET0916_MARKER: DD = SURVEY DISK
 ET0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0916+STABILITY: SURFACE MOTION
 ET0916
 ET0916  HISTORY     - Date     Condition        Report By
 ET0916  HISTORY     - 1980     MONUMENTED       AZDT
 ET0916  HISTORY     - 20080711 GOOD             GEOCAC
 ET0916
 ET0916                          STATION DESCRIPTION
 ET0916
 ET0916'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0916'THE STATION IS LOCATED IN MAYER IN A GRADED AREA NORTH OF THE WATER
 ET0916'TANK WHICH IS LOCATED ON A HILL IN THE SOUTHWEST PART OF TOWN.
 ET0916'
 ET0916'THE STATION MARK IS AN ADOT DISK STAMPED TANK 1980.  IT IS SET IN TOP
 ET0916'OF A CONCRETE MONUMENT ABOUT 50 FEET NORTHEAST OF THE WATER TANK.
 ET0916'
 ET0916'REFERENCE MARK 1 IS AN ADOT DISK STAMPED TANK RM 1 1980.  IT IS SET IN
 ET0916'TOP OF A CONCRETE MONUMENT ABOUT 50 FEET NORTHEAST OF THE WATER TANK.
 ET0916'
 ET0916'REFERENCE MARK 2 IS AN ADOT DISK STAMPED TANK RM 2 1980.  SET IN
 ET0916'TOP OF A CONCRETE MONUMENT ABOUT 1 FOOT NORTH OF THE NORTHWEST CORNER
 ET0916'OF THE CHAIN LINK FENCE AROUND WATER TANK.
 ET0916'
 ET0916'TO REACH THE STATION FROM THE POST OFFICE IN MAYER, TRAVEL WEST ALONG
 ET0916'CENTRAL AVENUE TO MIAMI STREET.  TURN LEFT AND TRAVEL SOUTH ALONG
 ET0916'MIAMI STREET TO END OF PAVEMENT, CONTINUE ALONG MIAMI STREET TO CREST
 ET0916'OF HILL AND A ROAD LEFT WHICH LEADS TO WATER TANK AND STATION.
 ET0916
 ET0916                          STATION RECOVERY (2008)
 ET0916
 ET0916'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0916'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 ET0916'DESCRIBED.
 ET0916' 
 ET0916'REFERENCE MARK 1 WAS NOT FOUND BUT MAY BE BURIED IN THE LOOSE DEBRIS
 ET0916'FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0965 ***********************************************************************
 ET0965  DESIGNATION -  TANK
 ET0965  PID         -  ET0965
 ET0965  STATE/COUNTY-  AZ/YAVAPAI
 ET0965  USGS QUAD   -  CONGRESS (1969)
 ET0965
 ET0965                         *CURRENT SURVEY CONTROL
 ET0965  ___________________________________________________________________
 ET0965* NAD 83(1992)-  34 12 02.28725(N)    112 45 43.61092(W)     ADJUSTED  
 ET0965* NAVD 88     -      1393.1    (meters)    4571.     (feet)  VERTCON   
 ET0965  ___________________________________________________________________
 ET0965  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 ET0965  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 ET0965  HORZ ORDER  -  SECOND
 ET0965
 ET0965.The horizontal coordinates were established by classical geodetic methods
 ET0965.and adjusted by the National Geodetic Survey in August 1993.
 ET0965
 ET0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0965
 ET0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0965
 ET0965.The geoid height was determined by GEOID03.
 ET0965
 ET0965;                    North         East     Units Scale Factor Converg.
 ET0965;SPC AZ C     -   355,230.076   135,444.371   MT  0.99997481   -0 28 30.9
 ET0965;SPC AZ C     - 1,165,453.01    444,371.30   iFT  0.99997481   -0 28 30.9
 ET0965;UTM  12      - 3,785,805.955   337,646.661   MT  0.99992492   -0 59 26.5
 ET0965
 ET0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0965!SPC AZ C     -   0.99978581  x   0.99997481  =   0.99976062
 ET0965!UTM  12      -   0.99978581  x   0.99992492  =   0.99971074
 ET0965
 ET0965|---------------------------------------------------------------------|
 ET0965| PID    Reference Object                     Distance      Geod. Az  |
 ET0965|                                                           dddmmss.s |
 ET0965| CH3469 TANK RM 1                            13.134 METERS 01646     |
 ET0965| ET0959 DISH                                APPROX. 1.3 KM 0661634.5 |
 ET0965| CH3470 TANK RM 2                            11.366 METERS 10713     |
 ET0965|---------------------------------------------------------------------|
 ET0965
 ET0965                          SUPERSEDED SURVEY CONTROL
 ET0965
 ET0965  NAD 83(1986)-  34 12 02.28623(N)    112 45 43.61337(W) AD(       ) 2
 ET0965  NAD 27      -  34 12 02.19103(N)    112 45 40.96580(W) AD(       ) 2
 ET0965  NGVD 29 (07/19/86) 1392.3    (m)         4568.     (f) VERT ANG    3  
 ET0965
 ET0965.Superseded values are not recommended for survey control.
 ET0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0965.See file dsdata.txt to determine how the superseded data were derived.
 ET0965
 ET0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3764785806(NAD 83)
 ET0965_MARKER: DD = SURVEY DISK
 ET0965_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ET0965+WITH SETTING: PAVEMENT
 ET0965_STAMPING: TANK 1980
 ET0965_MARK LOGO: AZDT  
 ET0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0965+STABILITY: SURFACE MOTION
 ET0965
 ET0965  HISTORY     - Date     Condition        Report By
 ET0965  HISTORY     - 1980     MONUMENTED       AZDT
 ET0965
 ET0965                          STATION DESCRIPTION
 ET0965
 ET0965'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0965'THE STATION IS LOCATED 1.7 MILES SOUTHWEST OF YARNELL, 1.3 MILES NORTH
 ET0965'EAST OF CONGRESS, NEAR A WHITE STANDPIPE BETWEEN THE DIVIDED LANES OF
 ET0965'US HIGHWAY 89.
 ET0965'
 ET0965'THE STATION MARK IS AN ADOT DISK
 ET0965'STAMPED---TANK 1980---.  IT IS SET IN A
 ET0965'DRILL HOLE IN THE CONCRETE SLAB WHICH SUPPORTS THE STANDPIPE.
 ET0965'
 ET0965'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---TANK RM 1 1980---.
 ET0965'IT IS SET IN A DRILL HOLE IN THE CONCRETE SLAB.
 ET0965'
 ET0965'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---TANK RM 2 1980---.
 ET0965'IT IS SET IN A DRILL HOLE IN THE CONCRETE SLAB.
 ET0965'
 ET0965'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL TRAVEL SOUTH ON
 ET0965'US HIGHWAY 89 FOR 2.15 MILES TO THE OLD DESERT CAFE.  TURN LEFT 100
 ET0965'FEET EAST OF THE CAFE AND TRAVEL SOUTH AND EAST 300 FEET TO THE TOP
 ET0965'OF HILL AND STATION BY THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0540 ***********************************************************************
 ER0540  DESIGNATION -  TANK
 ER0540  PID         -  ER0540
 ER0540  STATE/COUNTY-  AZ/APACHE
 ER0540  USGS QUAD   -  HUNT (1982)
 ER0540
 ER0540                         *CURRENT SURVEY CONTROL
 ER0540  ___________________________________________________________________
 ER0540* NAD 83(1992)-  34 31 46.28587(N)    109 43 10.57062(W)     ADJUSTED  
 ER0540* NAVD 88     -      1744.2    (meters)    5722.     (feet)  VERTCON   
 ER0540  ___________________________________________________________________
 ER0540  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 ER0540  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ER0540  HORZ ORDER  -  THIRD
 ER0540
 ER0540.The horizontal coordinates were established by classical geodetic methods
 ER0540.and adjusted by the National Geodetic Survey in August 1993.
 ER0540
 ER0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0540
 ER0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0540
 ER0540.The geoid height was determined by GEOID03.
 ER0540
 ER0540;                    North         East     Units Scale Factor Converg.
 ER0540;SPC AZ E     -   391,477.321   254,399.889   MT  0.99992075   +0 15 12.3
 ER0540;SPC AZ E     - 1,284,374.41    834,645.31   iFT  0.99992075   +0 15 12.3
 ER0540;UTM  12      - 3,821,615.375   617,506.676   MT  0.99977019   +0 43 33.1
 ER0540
 ER0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0540!SPC AZ E     -   0.99973000  x   0.99992075  =   0.99965077
 ER0540!UTM  12      -   0.99973000  x   0.99977019  =   0.99950025
 ER0540
 ER0540:                Primary Azimuth Mark                     Grid Az
 ER0540:SPC AZ E     -  TANK AZ MK                               007 38 35.3
 ER0540:UTM  12      -  TANK AZ MK                               007 10 14.5
 ER0540
 ER0540|---------------------------------------------------------------------|
 ER0540| PID    Reference Object                     Distance      Geod. Az  |
 ER0540|                                                           dddmmss.s |
 ER0540| CD3709 TANK AZ MK                                         0075347.6 |
 ER0540| CD3710 TANK RM 1                            13.976 METERS 11631     |
 ER0540| CD3711 TANK RM 2                             7.573 METERS 18657     |
 ER0540|---------------------------------------------------------------------|
 ER0540
 ER0540                          SUPERSEDED SURVEY CONTROL
 ER0540
 ER0540  NAD 83(1986)-  34 31 46.28368(N)    109 43 10.57890(W) AD(       ) 3
 ER0540  NAD 27      -  34 31 46.14160(N)    109 43 08.20030(W) AD(       ) 3
 ER0540  NGVD 29 (07/19/86) 1743.4    (m)         5720.     (f) VERT ANG    3  
 ER0540
 ER0540.Superseded values are not recommended for survey control.
 ER0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0540.See file dsdata.txt to determine how the superseded data were derived.
 ER0540
 ER0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD1750721615(NAD 83)
 ER0540_MARKER: DS = TRIANGULATION STATION DISK
 ER0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0540
 ER0540  HISTORY     - Date     Condition        Report By
 ER0540  HISTORY     - 1958     MONUMENTED       CGS
 ER0540  HISTORY     - 1967     GOOD             CGS
 ER0540
 ER0540                          STATION DESCRIPTION
 ER0540
 ER0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0540'THE STATION IS LOCATED ABOUT 17 MILES EAST OF SNOWFLAKE, 7
 ER0540'MILES NORTHWEST OF CONCHO AND 0.2 MILE WEST OF A FARM POND,
 ER0540'NEAR THE EAST EDGE OF A LARGE FLAT MESA, 8 FEET NORTHWEST OF A
 ER0540'LONE FENCE POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 ER0540'TANK 1958.
 ER0540'
 ER0540'REFERENCE MARK NO. 1 IS AT THE EDGE OF THE MESA, ABOUT 2-1/2
 ER0540'FEET LOWER THEN THE STATION AND IS 40 FEET EAST OF THE
 ER0540'LONE FENCE POST.  IT IS SET IN A BOULDER WHICH IS FLUSH WITH
 ER0540'THE GROUND SURFACE.  THE MARK IS STAMPED TANK NO 1 1958.
 ER0540'
 ER0540'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE LONE FENCE POST.
 ER0540'THE MARK PROJECTS 4 INCHES AND IS STAMPED TANK NO 2 1958.
 ER0540'
 ER0540'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 ER0540'2 IS 44.2 FEET.
 ER0540'
 ER0540'THE AZIMUTH MARK IS SET IN A BOULDER, FLUSH WITH THE GROUND
 ER0540'SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 ER0540'3 FEET SOUTH OF A WITNESS POST.  THE MARK IS STAMPED TANK
 ER0540'1958.
 ER0540'
 ER0540'TO REACH THE STATION FROM THE POST OFFICE IN CONCHO, GO
 ER0540'NORTHWEST AND NORTH ON U.S. HIGHWAY 260 (HOLBROOK ROAD) FOR
 ER0540'10.3 MILES TO A GRADED CROSSROAD, TURN LEFT ON THE CROSSROAD,
 ER0540'CROSSING A CATTLE GUARD AND GO 4.55 MILES TO A DRY WASH JUST
 ER0540'AFTER PASSING AN ABANDONED HOUSE AND A WINDMILL ON THE LEFT,
 ER0540'CROSS THE WASH AND CONTINUE ON THE GRADED ROAD FOR 0.7 MILE
 ER0540'TO A FORK JUST BEFORE REACHING A CATTLE GUARD.  TAKE THE LEFT
 ER0540'FORK AND GO 0.7 MILE TO A FORK, FOLLOW THE RIGHT FORK FOR
 ER0540'0.25 MILE TO A WIRE GATE, GO THROUGH THE GATE AND CONTINUE ON
 ER0540'THE TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 ER0540'DESCRIBED.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR
 ER0540'0.5 MILE TO A DIM FORK TO THE RIGHT WHICH LEADS TO A
 ER0540'WINDMILL, FOLLOW THE LEFT FORK, PASSING A CORRAL ON THE LEFT,
 ER0540'FOR 0.5 MILE TO A FORK AT A FENCE CORNER, BEAR RIGHT ON
 ER0540'THE TRACK ROAD AND GO SOUTH 0.2 MILE THEN LEAVE THE ROAD AND GO
 ER0540'WESTERLY 0.1 MILE UP ONTO THE MESA AND THE STATION AS
 ER0540'DESCRIBED.
 ER0540
 ER0540                          STATION RECOVERY (1967)
 ER0540
 ER0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ER0540'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 ER0540'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 ER0540'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 ER0540'
 ER0540'TO REACH THE STATION FROM THE POST OFFICE AT CONCHO, GO NORTHWEST
 ER0540'ON U.S. HIGHWAY 180 FOR 10.3 MILES TO A CROSSROAD AND A MAIL
 ER0540'BOX ON THE RIGHT.  TURN LEFT AND GO SOUTHWEST ON A GRADED ROAD
 ER0540'(CROSSING OVER A CATTLE GUARD) FOR 4.5 MILES TO A CATTLE GUARD AND
 ER0540'AN ABANDONED HOUSE ON THE LEFT.  CONTINUE SOUTHWEST ON THE
 ER0540'GRADE ROAD FOR 0.7 MILE TO A FORK AND A CATTLE GUARD.  TURN LEFT
 ER0540'AND GO SOUTHEAST ON TRACK ROAD FOR 0.6 MILE TO A GATE, PASS
 ER0540'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.2 MILE
 ER0540'TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 0.15 MILE TO
 ER0540'A GATE, PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR
 ER0540'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ER0540'SOUTHERLY ON THE TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE THE
 ER0540'LEFT FORK AND GO SOUTHERLY, PASSING ON THE SOUTHWEST
 ER0540'SIDE OF A CORRAL, FOR 0.5 MILE TO A FENCE CORNER AND FORK, TAKE
 ER0540'THE RIGHT FORK AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.2
 ER0540'MILE, HERE GO CROSS COUNTRY TO THE TOP OF THE MESA AND THE
 ER0540'STATION.
 ER0540'
 ER0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 ER0540'SOUTHEAST OF HOLBROOK, 18 MILES EAST OF SNOWFLAKE, 7 MILES
 ER0540'NORTH-NORTHWEST OF CONCHO, 6 MILES SOUTHWEST OF HUNT AND 5
 ER0540'MILES SOUTHWEST OF U.S. HIGHWAY 180.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0941 ***********************************************************************
 ES0941  DESIGNATION -  TANK
 ES0941  PID         -  ES0941
 ES0941  STATE/COUNTY-  AZ/NAVAJO
 ES0941  USGS QUAD   -  HEBER (1990)
 ES0941
 ES0941                         *CURRENT SURVEY CONTROL
 ES0941  ___________________________________________________________________
 ES0941* NAD 83(1992)-  34 26 19.57731(N)    110 37 31.81175(W)     ADJUSTED  
 ES0941* NAVD 88     -      2048.7    (meters)    6721.     (feet)  VERTCON   
 ES0941  ___________________________________________________________________
 ES0941  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ES0941  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0941  HORZ ORDER  -  SECOND
 ES0941
 ES0941.The horizontal coordinates were established by classical geodetic methods
 ES0941.and adjusted by the National Geodetic Survey in August 1993.
 ES0941
 ES0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0941
 ES0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0941
 ES0941.The geoid height was determined by GEOID03.
 ES0941
 ES0941;                    North         East     Units Scale Factor Converg.
 ES0941;SPC AZ E     -   381,415.787   171,193.724   MT  0.99992191   -0 15 34.2
 ES0941;SPC AZ E     - 1,251,364.13    561,659.20   iFT  0.99992191   -0 15 34.2
 ES0941;UTM  12      - 3,810,871.418   534,405.221   MT  0.99961459   +0 12 42.4
 ES0941
 ES0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0941!SPC AZ E     -   0.99968224  x   0.99992191  =   0.99960418
 ES0941!UTM  12      -   0.99968224  x   0.99961459  =   0.99929696
 ES0941
 ES0941|---------------------------------------------------------------------|
 ES0941| PID    Reference Object                     Distance      Geod. Az  |
 ES0941|                                                           dddmmss.s |
 ES0941| ES0912 JONES                               311.049 METERS 07217     |
 ES0941| ES0897 DRAW                                444.221 METERS 2464909.1 |
 ES0941|---------------------------------------------------------------------|
 ES0941
 ES0941                          SUPERSEDED SURVEY CONTROL
 ES0941
 ES0941  NAD 83(1986)-  34 26 19.57105(N)    110 37 31.81587(W) AD(       ) 2
 ES0941  NGVD 29 (08/03/87) 2047.8    (m)         6718.     (f) VERT ANG    3  
 ES0941
 ES0941.Superseded values are not recommended for survey control.
 ES0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0941.See file dsdata.txt to determine how the superseded data were derived.
 ES0941
 ES0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3440510871(NAD 83)
 ES0941_MARKER: DS = TRIANGULATION STATION DISK
 ES0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0941+STABILITY: SURFACE MOTION
 ES0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0941+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 ES0941
 ES0941  HISTORY     - Date     Condition        Report By
 ES0941  HISTORY     - 1984     MONUMENTED       AZDT
 ES0941  HISTORY     - 19971011 GOOD             USPSQD
 ES0941  HISTORY     - 20051112 GOOD             EVANS
 ES0941
 ES0941                          STATION DESCRIPTION
 ES0941
 ES0941'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0941'THE STATION IS LOCATED 1-3/4 MILES WEST OF HEBER ALONG THE SOUTH SIDE
 ES0941'OF STATE ROUTE 260.
 ES0941'
 ES0941'THE STATION MARK IS AN AZDT DISK STAMPED---TANK 1984---.  IT IS SET IN
 ES0941'TOP OF A 10 INCH CONCRETE MONUMENT 28 FEET SOUTHWEST OF THE CENTERLINE
 ES0941'OF STATE ROUTE 260 AND 4 FEET NORTHEAST OF THE WITNESS POST.
 ES0941'
 ES0941'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0941'AND STATE ROUTE 260 TRAVEL WEST ALONG SR 260 FOR 1.7 MILES TO MILE
 ES0941'POST 302.2 AND THE STATION ON THE LEFT.
 ES0941
 ES0941                          STATION RECOVERY (1997)
 ES0941
 ES0941'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0941'RECOVERED IN GOOD CONDITION.
 ES0941
 ES0941                          STATION RECOVERY (2005)
 ES0941
 ES0941'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2285 ***********************************************************************
 DU2285  DESIGNATION -  TANK
 DU2285  PID         -  DU2285
 DU2285  STATE/COUNTY-  AZ/GILA
 DU2285  USGS QUAD   -  DOURINE CANYON (1966)
 DU2285
 DU2285                         *CURRENT SURVEY CONTROL
 DU2285  ___________________________________________________________________
 DU2285* NAD 83(1992)-  33 23 07.58066(N)    110 33 43.48033(W)     ADJUSTED  
 DU2285* NAVD 88     -      1110.6    (meters)    3644.     (feet)  VERTCON   
 DU2285  ___________________________________________________________________
 DU2285  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DU2285  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU2285  HORZ ORDER  -  THIRD
 DU2285
 DU2285.The horizontal coordinates were established by classical geodetic methods
 DU2285.and adjusted by the National Geodetic Survey in August 1993.
 DU2285
 DU2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2285
 DU2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2285
 DU2285.The geoid height was determined by GEOID03.
 DU2285
 DU2285;                    North         East     Units Scale Factor Converg.
 DU2285;SPC AZ E     -   264,565.354   176,572.623   MT  0.99991668   -0 13 03.3
 DU2285;SPC AZ E     -   867,996.57    579,306.51   iFT  0.99991668   -0 13 03.3
 DU2285;UTM  12      - 3,694,103.733   540,730.218   MT  0.99962045   +0 14 27.5
 DU2285
 DU2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2285!SPC AZ E     -   0.99982993  x   0.99991668  =   0.99974663
 DU2285!UTM  12      -   0.99982993  x   0.99962045  =   0.99945045
 DU2285
 DU2285                          SUPERSEDED SURVEY CONTROL
 DU2285
 DU2285  NAD 83(1986)-  33 23 07.58024(N)    110 33 43.48012(W) AD(       ) 3
 DU2285  NGVD 29 (04/26/91) 1110.0    (m)         3642.     (f) VERT ANG    3  
 DU2285
 DU2285.Superseded values are not recommended for survey control.
 DU2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2285.See file dsdata.txt to determine how the superseded data were derived.
 DU2285
 DU2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4073094104(NAD 83)
 DU2285_MARKER: DD = SURVEY DISK
 DU2285_SETTING: 0 = UNSPECIFIED SETTING
 DU2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2285
 DU2285  HISTORY     - Date     Condition        Report By
 DU2285  HISTORY     - 1900     MONUMENTED       USGS
 DU2285
 DU2285                          STATION DESCRIPTION
 DU2285
 DU2285'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DU2285'LOCATED 12 MI FROM GLOBE, ABOUT 2 MI NE. OF GELSONS WATER TANK.
 DU2285'ON GLOBE, GILA VALLEY AND NORTHERN RR., ON LAST HILL OF RIDGE.
 DU2285'
 DU2285'TO REACH NOT GIVEN.
 DU2285'
 DU2285'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, CENTERED UNDER
 DU2285'ROCK CAIRN.
 DU2285'
 DU2285'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1195 ***********************************************************************
 CG1195  DESIGNATION -  TANK
 CG1195  PID         -  CG1195
 CG1195  STATE/COUNTY-  AZ/COCHISE
 CG1195  USGS QUAD   -  MC GREW SPRING (1973)
 CG1195
 CG1195                         *CURRENT SURVEY CONTROL
 CG1195  ___________________________________________________________________
 CG1195* NAD 83(1992)-  31 46 34.18609(N)    110 21 02.09405(W)     ADJUSTED  
 CG1195* NAVD 88     -      1383.8    (meters)    4540.     (feet)  VERTCON   
 CG1195  ___________________________________________________________________
 CG1195  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CG1195  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG1195  HORZ ORDER  -  SECOND
 CG1195
 CG1195.The horizontal coordinates were established by classical geodetic methods
 CG1195.and adjusted by the National Geodetic Survey in August 1993.
 CG1195
 CG1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1195
 CG1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1195
 CG1195.The geoid height was determined by GEOID03.
 CG1195
 CG1195;                    North         East     Units Scale Factor Converg.
 CG1195;SPC AZ E     -    86,064.072   195,940.934   MT  0.99990374   -0 05 48.7
 CG1195;SPC AZ E     -   282,362.44    642,850.83   iFT  0.99990374   -0 05 48.7
 CG1195;UTM  12      - 3,515,808.982   561,490.175   MT  0.99964663   +0 20 31.2
 CG1195
 CG1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1195!SPC AZ E     -   0.99978713  x   0.99990374  =   0.99969089
 CG1195!UTM  12      -   0.99978713  x   0.99964663  =   0.99943383
 CG1195
 CG1195|---------------------------------------------------------------------|
 CG1195| PID    Reference Object                     Distance      Geod. Az  |
 CG1195|                                                           dddmmss.s |
 CG1195| CS6161 TANK RM 1                            12.344 METERS 24002     |
 CG1195| CS6162 TANK RM 2                            14.672 METERS 34718     |
 CG1195|---------------------------------------------------------------------|
 CG1195
 CG1195                          SUPERSEDED SURVEY CONTROL
 CG1195
 CG1195  NAD 83(1986)-  31 46 34.17874(N)    110 21 02.08934(W) AD(       ) 2
 CG1195  NGVD 29 (06/28/91) 1383.0    (m)         4537.     (f) VERT ANG    3  
 CG1195
 CG1195.Superseded values are not recommended for survey control.
 CG1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1195.See file dsdata.txt to determine how the superseded data were derived.
 CG1195
 CG1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6149015809(NAD 83)
 CG1195_MARKER: DS = TRIANGULATION STATION DISK
 CG1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1195+STABILITY: SURFACE MOTION
 CG1195
 CG1195  HISTORY     - Date     Condition        Report By
 CG1195  HISTORY     - 1986     MONUMENTED       AZDT
 CG1195  HISTORY     - 19981001 GOOD             USPSQD
 CG1195
 CG1195                          STATION DESCRIPTION
 CG1195
 CG1195'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1195'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF HUACHUCH CITY.  IT IS
 CG1195'ALONG THE WEST SIDE OF STATE ROUTE 90 AND JUST NORTH OF A LARGE WASH.
 CG1195'
 CG1195'THE STATION MARK IS AN AZDT DISK STAMPED---TANK 1986---.  IT IS SET IN
 CG1195'TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 87 FEET WEST OF THE
 CG1195'CENTER LINE OF STATE ROUTE 90, 13 FEET EAST OF THE RIGHT OF WAY FENCE
 CG1195'AND 4 FEET SOUTHWEST OF THE WITNESS POST.
 CG1195'
 CG1195'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TANK RM 1 1986---.  IT IS
 CG1195'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1195'
 CG1195'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TANK RM 2 1986---.  IT IS
 CG1195'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1195'
 CG1195'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG1195'10 FOR 3 MILES TO STATE ROUTE 90 TRAFFIC INTERCHANGE.  TRAVEL
 CG1195'SOUTH ALONG S.R. 90 FOR 12.6 MILES TO DRY CANYON ROAD, CONTINUE SOUTH
 CG1195'ALONG S.R. 90 FOR 0.45 MILE TO THE STATION ON THE RIGHT AT MILE POST
 CG1195'302.65.
 CG1195
 CG1195                          STATION RECOVERY (1998)
 CG1195
 CG1195'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0881 ***********************************************************************
 ES0881  DESIGNATION -  TANKS
 ES0881  PID         -  ES0881
 ES0881  STATE/COUNTY-  AZ/COCONINO
 ES0881  USGS QUAD   -  QUAYLE HILL (1971)
 ES0881
 ES0881                         *CURRENT SURVEY CONTROL
 ES0881  ___________________________________________________________________
 ES0881* NAD 83(1992)-  34 42 00.59118(N)    111 06 19.49240(W)     ADJUSTED  
 ES0881* NAVD 88     -      1999.9    (meters)    6561.     (feet)  VERTCON   
 ES0881  ___________________________________________________________________
 ES0881  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 ES0881  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0881  HORZ ORDER  -  SECOND
 ES0881
 ES0881.The horizontal coordinates were established by classical geodetic methods
 ES0881.and adjusted by the National Geodetic Survey in August 1993.
 ES0881
 ES0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0881
 ES0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0881
 ES0881.The geoid height was determined by GEOID03.
 ES0881
 ES0881;                    North         East     Units Scale Factor Converg.
 ES0881;SPC AZ C     -   410,613.951   287,680.297   MT  0.99996806   +0 27 42.7
 ES0881;SPC AZ C     - 1,347,158.63    943,833.00   iFT  0.99996806   +0 27 42.7
 ES0881;UTM  12      - 3,839,798.294   490,345.789   MT  0.99960115   -0 03 36.0
 ES0881
 ES0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0881!SPC AZ C     -   0.99968987  x   0.99996806  =   0.99965794
 ES0881!UTM  12      -   0.99968987  x   0.99960115  =   0.99929114
 ES0881
 ES0881:                Primary Azimuth Mark                     Grid Az
 ES0881:SPC AZ C     -  JACKS                                    036 16 33.8
 ES0881:UTM  12      -  JACKS                                    036 47 52.5
 ES0881
 ES0881|---------------------------------------------------------------------|
 ES0881| PID    Reference Object                     Distance      Geod. Az  |
 ES0881|                                                           dddmmss.s |
 ES0881| ES0863 JACKS                               450.700 METERS 0364416.5 |
 ES0881| ES0851 DUKE                                APPROX. 0.6 KM 1962304.0 |
 ES0881|---------------------------------------------------------------------|
 ES0881
 ES0881                          SUPERSEDED SURVEY CONTROL
 ES0881
 ES0881  NAD 83(1986)-  34 42 00.58562(N)    111 06 19.49536(W) AD(       ) 2
 ES0881  NGVD 29 (07/10/87) 1999.0    (m)         6558.     (f) VERT ANG    3  
 ES0881
 ES0881.Superseded values are not recommended for survey control.
 ES0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0881.See file dsdata.txt to determine how the superseded data were derived.
 ES0881
 ES0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9034639798(NAD 83)
 ES0881_MARKER: DS = TRIANGULATION STATION DISK
 ES0881_SETTING: 80 = SET IN A BOULDER
 ES0881_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0881+STABILITY: SURFACE MOTION
 ES0881
 ES0881  HISTORY     - Date     Condition        Report By
 ES0881  HISTORY     - 1981     MONUMENTED       AZDT
 ES0881  HISTORY     - 19980818 GOOD             USPSQD
 ES0881  HISTORY     - 20080723 GOOD             GEOCAC
 ES0881
 ES0881                          STATION DESCRIPTION
 ES0881
 ES0881'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0881'THE STATION IS LOCATED 7 MILES NORTHEAST OF THE BLUE RIDGE FOREST
 ES0881'SERVICE RANGER STATION ALONG ARIZONA HIGHWAY 87.
 ES0881'
 ES0881'THE STATION MARK IS AN AZDT DISK STAMPED---TANKS 1981---SET IN A
 ES0881'BOULDER 35 FEET WEST OF THE HIGHWAY AND 5 FEET SOUTHEAST OF A CAIRN.
 ES0881'
 ES0881'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0881'
 ES0881'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0881'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION.
 ES0881'CONTINUE NORTH ALONG THE HIGHWAY FOR 9.6 MILES TO THE STATION ON THE
 ES0881'LEFT AT MILE POST 309.25.
 ES0881
 ES0881                          STATION RECOVERY (1998)
 ES0881
 ES0881'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0881'RECOVERED IN GOOD CONDITION.
 ES0881
 ES0881                          STATION RECOVERY (2008)
 ES0881
 ES0881'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0509 ***********************************************************************
 GP0509  DESIGNATION -  TANNER
 GP0509  PID         -  GP0509
 GP0509  STATE/COUNTY-  AZ/COCONINO
 GP0509  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0509
 GP0509                         *CURRENT SURVEY CONTROL
 GP0509  ___________________________________________________________________
 GP0509* NAD 83(1992)-  36 30 22.61884(N)    111 35 00.57024(W)     ADJUSTED  
 GP0509* NAVD 88     -      1677.1    (meters)    5502.     (feet)  VERTCON   
 GP0509  ___________________________________________________________________
 GP0509  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 GP0509  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 GP0509  HORZ ORDER  -  SECOND
 GP0509
 GP0509.The horizontal coordinates were established by classical geodetic methods
 GP0509.and adjusted by the National Geodetic Survey in August 1993.
 GP0509
 GP0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0509
 GP0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0509
 GP0509.The geoid height was determined by GEOID03.
 GP0509
 GP0509;                    North         East     Units Scale Factor Converg.
 GP0509;SPC AZ C     -   610,737.931   243,204.162   MT  0.99991097   +0 11 53.6
 GP0509;SPC AZ C     - 2,003,733.37    797,913.92   iFT  0.99991097   +0 11 53.6
 GP0509;UTM  12      - 4,040,263.303   447,749.199   MT  0.99963364   -0 20 49.7
 GP0509
 GP0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0509!SPC AZ C     -   0.99974043  x   0.99991097  =   0.99965142
 GP0509!UTM  12      -   0.99974043  x   0.99963364  =   0.99937417
 GP0509
 GP0509|---------------------------------------------------------------------|
 GP0509| PID    Reference Object                     Distance      Geod. Az  |
 GP0509|                                                           dddmmss.s |
 GP0509| CR8009 TANNER RM 1                          11.976 METERS 15950     |
 GP0509| GP0498 OTAH                                APPROX. 1.6 KM 3241518.6 |
 GP0509| CR8010 TANNER RM 2                          12.220 METERS 33924     |
 GP0509|---------------------------------------------------------------------|
 GP0509
 GP0509                          SUPERSEDED SURVEY CONTROL
 GP0509
 GP0509  NAD 83(1986)-  36 30 22.61773(N)    111 35 00.56581(W) AD(       ) 2
 GP0509  NGVD 29 (07/12/88) 1676.1    (m)         5499.     (f) VERT ANG    3  
 GP0509
 GP0509.Superseded values are not recommended for survey control.
 GP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0509.See file dsdata.txt to determine how the superseded data were derived.
 GP0509
 GP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4774940263(NAD 83)
 GP0509_MARKER: DS = TRIANGULATION STATION DISK
 GP0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0509+STABILITY: SURFACE MOTION
 GP0509
 GP0509  HISTORY     - Date     Condition        Report By
 GP0509  HISTORY     - 1983     MONUMENTED       AZDT
 GP0509
 GP0509                          STATION DESCRIPTION
 GP0509
 GP0509'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0509'THE STATION IS LOCATED 29 MILES SOUTHWEST OF PAGE, 8-1/2 MILES
 GP0509'NORTHWEST OF CEDAR RIDGE AND ALONG U.S. HIGHWAY 89.
 GP0509'
 GP0509'THE STATION MARK IS AN AZDT DISK STAMPED---TANNER 1983---.  IT IS SET
 GP0509'IN TOP OF A 10 INCH CONCRETE MONUMENT 97 FEET NORTHEAST OF THE CENTER
 GP0509'LINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF A WITNESS POST.
 GP0509'
 GP0509'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TANNER RM 1 1983---.  IT IS
 GP0509'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0509'
 GP0509'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TANNER RM 2 1983---.  IT IS
 GP0509'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0509'
 GP0509'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0509'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT AND TRAVEL
 GP0509'WEST FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN
 GP0509'LEFT AND TRAVEL SOUTH ALONG U.S. 89 FOR 24.5 MILES TO THE JUNCTION OF
 GP0509'U.S. HIGHWAYS 89 AND 89 ALT.  TURN LEFT ALONG U.S. 89 FOR 10.25 MILES
 GP0509'TO MILE POST 513.8 AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0578 ***********************************************************************
 FQ0578  DESIGNATION -  TAPPAN
 FQ0578  PID         -  FQ0578
 FQ0578  STATE/COUNTY-  AZ/COCONINO
 FQ0578  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0578
 FQ0578                         *CURRENT SURVEY CONTROL
 FQ0578  ___________________________________________________________________
 FQ0578* NAD 83(1992)-  35 51 03.55756(N)    111 25 44.03398(W)     ADJUSTED  
 FQ0578* NAVD 88     -      1352.2    (meters)    4436.     (feet)  VERTCON   
 FQ0578  ___________________________________________________________________
 FQ0578  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 FQ0578  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FQ0578  HORZ ORDER  -  SECOND
 FQ0578
 FQ0578.The horizontal coordinates were established by classical geodetic methods
 FQ0578.and adjusted by the National Geodetic Survey in August 1993.
 FQ0578
 FQ0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0578
 FQ0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0578
 FQ0578.The geoid height was determined by GEOID03.
 FQ0578
 FQ0578;                    North         East     Units Scale Factor Converg.
 FQ0578;SPC AZ C     -   538,090.386   257,417.341   MT  0.99992391   +0 17 08.4
 FQ0578;SPC AZ C     - 1,765,388.41    844,545.08   iFT  0.99992391   +0 17 08.4
 FQ0578;UTM  12      - 3,967,505.971   461,271.709   MT  0.99961848   -0 15 04.3
 FQ0578
 FQ0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0578!SPC AZ C     -   0.99979159  x   0.99992391  =   0.99971552
 FQ0578!UTM  12      -   0.99979159  x   0.99961848  =   0.99941015
 FQ0578
 FQ0578|---------------------------------------------------------------------|
 FQ0578| PID    Reference Object                     Distance      Geod. Az  |
 FQ0578|                                                           dddmmss.s |
 FQ0578| CH3471 TAPPAN RM 1                           9.573 METERS 02919     |
 FQ0578| FQ0582 BURRO                               APPROX. 2.5 KM 2005656.2 |
 FQ0578| CH3472 TAPPAN RM 2                           9.862 METERS 21825     |
 FQ0578|---------------------------------------------------------------------|
 FQ0578
 FQ0578                          SUPERSEDED SURVEY CONTROL
 FQ0578
 FQ0578  NAD 83(1986)-  35 51 03.55845(N)    111 25 44.03051(W) AD(       ) 2
 FQ0578  NAD 27      -  35 51 03.57421(N)    111 25 41.52047(W) AD(       ) 2
 FQ0578  NGVD 29 (07/19/86) 1351.3    (m)         4433.     (f) VERT ANG    3  
 FQ0578
 FQ0578.Superseded values are not recommended for survey control.
 FQ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0578.See file dsdata.txt to determine how the superseded data were derived.
 FQ0578
 FQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6127267506(NAD 83)
 FQ0578_MARKER: DS = TRIANGULATION STATION DISK
 FQ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0578+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 FQ0578
 FQ0578  HISTORY     - Date     Condition        Report By
 FQ0578  HISTORY     - 1977     MONUMENTED       AZDT
 FQ0578  HISTORY     - 20050727 GOOD             GEOCAC
 FQ0578
 FQ0578                          STATION DESCRIPTION
 FQ0578
 FQ0578'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 FQ0578'THE STATION IS ABOUT 2 MILES WEST SOUTHWEST OF CAMERON, 22 MILES
 FQ0578'SOUTHWEST OF TUBA CITY, ON WEST SIDE OF U.S. HWY. 89 ABOVE A
 FQ0578'HWY. CUTBANK.
 FQ0578'
 FQ0578'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED TAPPAN 1977
 FQ0578'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS 100
 FQ0578'FEET WEST OF HWY. CENTERLINE ABOVE A HWY. CUTBANK, ABOUT 4 FEET
 FQ0578'EAST OF R/W FENCE AND MARKED WITH A WITNESS POST AND SIGN 3 FEET
 FQ0578'WEST.
 FQ0578'
 FQ0578'REFERENCE MARK 2 IS A AZDT HWY. DIVISION DISK STAMPED RM 2 1977
 FQ0578'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT JUST INSIDE R/W
 FQ0578'FENCELINE.
 FQ0578'
 FQ0578'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED RM 1 1977
 FQ0578'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT NEAR A R/W
 FQ0578'MARKER.
 FQ0578'
 FQ0578'TO REACH THE STATION FROM CAMERON, TRAVEL SOUTH ON U.S. HWY. 89
 FQ0578'TO MILE POST 464.88 AND THE STATION ON THE RIGHT, WEST, AND
 FQ0578'DIRECTLY ACROSS FROM THE OLD BUCK ROGERS TRADING POST.
 FQ0578'
 FQ0578'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0578
 FQ0578                          STATION RECOVERY (2005)
 FQ0578
 FQ0578'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FQ0578'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 FQ0578'GOOD CONDITION.  THE STATION AND REFERENCE MARKS ARE DIRECTLY ACROSS
 FQ0578'US HIGHWAY 89 FROM A NEW SPEEDY'S GAS STATION.  THE OLD BUCK ROGERS
 FQ0578'TRADING POST IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1513 ***********************************************************************
 DA1513  DESIGNATION -  TARGET 1
 DA1513  PID         -  DA1513
 DA1513  STATE/COUNTY-  AZ/PIMA
 DA1513  USGS QUAD   -  GUNSIGHT (1990)
 DA1513
 DA1513                         *CURRENT SURVEY CONTROL
 DA1513  ___________________________________________________________________
 DA1513* NAD 83(1992)-  32 13 22.59499(N)    112 40 33.58689(W)     ADJUSTED  
 DA1513* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 DA1513  ___________________________________________________________________
 DA1513  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DA1513  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DA1513  HORZ ORDER  -  SECOND
 DA1513
 DA1513.The horizontal coordinates were established by classical geodetic methods
 DA1513.and adjusted by the National Geodetic Survey in August 1993.
 DA1513
 DA1513.The orthometric height was scaled from a topographic map.
 DA1513
 DA1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1513
 DA1513.The geoid height was determined by GEOID03.
 DA1513
 DA1513;                    North         East     Units Scale Factor Converg.
 DA1513;SPC AZ C     -   135,839.321   141,788.958   MT  0.99996315   -0 24 17.7
 DA1513;SPC AZ C     -   445,667.06    465,186.87   iFT  0.99996315   -0 24 17.7
 DA1513;UTM  12      - 3,566,379.568   342,067.648   MT  0.99990760   -0 53 37.9
 DA1513
 DA1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1513!SPC AZ C     -   0.99990968  x   0.99996315  =   0.99987283
 DA1513!UTM  12      -   0.99990968  x   0.99990760  =   0.99981729
 DA1513
 DA1513                          SUPERSEDED SURVEY CONTROL
 DA1513
 DA1513  NAD 83(1986)-  32 13 22.58478(N)    112 40 33.58977(W) AD(       ) 2
 DA1513  NAD 27      -  32 13 22.35800(N)    112 40 31.06600(W) AD(       ) 2
 DA1513
 DA1513.Superseded values are not recommended for survey control.
 DA1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1513.See file dsdata.txt to determine how the superseded data were derived.
 DA1513
 DA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA4206866380(NAD 83)
 DA1513_MARKER: N = NAIL
 DA1513_SETTING: 0 = UNSPECIFIED SETTING
 DA1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1513
 DA1513  HISTORY     - Date     Condition        Report By
 DA1513  HISTORY     - 1936     MONUMENTED       CGS
 DA1513  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA1513
 DA1513                          STATION DESCRIPTION
 DA1513
 DA1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1513'ABOUT 15 MILES, AIR LINE, SOUTHEAST OF AJO, IN THE VICINITY
 DA1513'OF THE GUNSIGHT MINE, AT A HIGHWAY INTERSECTION, MARKED BY A
 DA1513'SIGN CUBO 14, WALLS WELL 6 MI., 17.6 METERS SOUTH OF THE
 DA1513'CENTERLINE OF THE SELLS-AJO HIGHWAY, AND 8.0 METERS WEST
 DA1513'OF THE CENTERLINE OF A NORTH-SOUTH ROAD.  MARKED BY A NAIL
 DA1513'IN A CONCRETE POST 6 INCHES SQUARE, OVER WHICH IS A TARGET.
 DA1513
 DA1513                          STATION RECOVERY (1997)
 DA1513
 DA1513'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0824 ***********************************************************************
 DA0824  DESIGNATION -  TART
 DA0824  PID         -  DA0824
 DA0824  STATE/COUNTY-  AZ/MARICOPA
 DA0824  USGS QUAD   -  SENTINEL (1986)
 DA0824
 DA0824                         *CURRENT SURVEY CONTROL
 DA0824  ___________________________________________________________________
 DA0824* NAD 83(1992)-  32 52 19.05141(N)    113 08 11.89762(W)     ADJUSTED  
 DA0824* NAVD 88     -       245.571  (meters)     805.68   (feet)  ADJUSTED  
 DA0824  ___________________________________________________________________
 DA0824  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DA0824  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0824  DYNAMIC HT  -         245.286 (meters)     804.74  (feet)  COMP
 DA0824  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DA0824
 DA0824  HORZ ORDER  -  SECOND
 DA0824  VERT ORDER  -  FIRST     CLASS II
 DA0824
 DA0824.The horizontal coordinates were established by classical geodetic methods
 DA0824.and adjusted by the National Geodetic Survey in August 1993.
 DA0824
 DA0824.The orthometric height was determined by differential leveling
 DA0824.and adjusted in June 1991.
 DA0824
 DA0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0824
 DA0824.The geoid height was determined by GEOID03.
 DA0824
 DA0824.The dynamic height is computed by dividing the NAVD 88
 DA0824.geopotential number by the normal gravity value computed on the
 DA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0824.degrees latitude (g = 980.6199 gals.).
 DA0824
 DA0824.The modeled gravity was interpolated from observed gravity values.
 DA0824
 DA0824;                    North         East     Units Scale Factor Converg.
 DA0824;SPC AZ C     -   208,212.522    99,193.188   MT  1.00006066   -0 39 44.0
 DA0824;SPC AZ C     -   683,111.95    325,436.97   iFT  1.00006066   -0 39 44.0
 DA0824;UTM  12      - 3,639,116.049   300,097.176   MT  1.00009276   -1 09 36.3
 DA0824
 DA0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0824!SPC AZ C     -   0.99996643  x   1.00006066  =   1.00002708
 DA0824!UTM  12      -   0.99996643  x   1.00009276  =   1.00005918
 DA0824
 DA0824|---------------------------------------------------------------------|
 DA0824| PID    Reference Object                     Distance      Geod. Az  |
 DA0824|                                                           dddmmss.s |
 DA0824| DA0825 TART RM 1                             8.802 METERS 08044     |
 DA0824| DA1391 TART IRON PIN                         5.652 METERS 14001     |
 DA0824| DA0823 D 354                               APPROX. 0.7 KM 2474210.5 |
 DA0824|---------------------------------------------------------------------|
 DA0824
 DA0824                          SUPERSEDED SURVEY CONTROL
 DA0824
 DA0824  NAD 83(1986)-  32 52 19.04563(N)    113 08 11.90365(W) AD(       ) 2
 DA0824  NAD 27      -  32 52 18.86730(N)    113 08 09.25720(W) AD(       ) 2
 DA0824  NGVD 29 (??/??/92)  244.956  (m)          803.66   (f) ADJ UNCH    1 2
 DA0824
 DA0824.Superseded values are not recommended for survey control.
 DA0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0824.See file dsdata.txt to determine how the superseded data were derived.
 DA0824
 DA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0009739116(NAD 83)
 DA0824_MARKER: DS = TRIANGULATION STATION DISK
 DA0824_SETTING: 80 = SET IN A BOULDER
 DA0824_SP_SET: BOULDER
 DA0824_STAMPING: TART 1960
 DA0824_MARK LOGO: CGS   
 DA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0824+STABILITY: SURFACE MOTION
 DA0824
 DA0824  HISTORY     - Date     Condition        Report By
 DA0824  HISTORY     - 1960     MONUMENTED       CGS
 DA0824  HISTORY     - 1960     GOOD             CGS
 DA0824  HISTORY     - 1968     GOOD             AMS
 DA0824  HISTORY     - 1980     GOOD             NGS
 DA0824  HISTORY     - 1980     GOOD             NGS
 DA0824  HISTORY     - 1980     GOOD             NGS
 DA0824
 DA0824                          STATION DESCRIPTION
 DA0824
 DA0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0824'THE STATION IS 4.5 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM
 DA0824'THE SENTINEL POST OFFICE, 178 FEET NORTH OF THE CENTER LINE
 DA0824'OF THE WEST BOUND LANES, 6 FEET EAST OF A METAL WITNESS POST
 DA0824'WITH SIGN ATTACHED AND ON THE SUMMIT OF THE FIRST RISE EAST
 DA0824'OF SENTINEL.
 DA0824'
 DA0824'THE STATION MARK, STAMPED TART 1960, IS A STANDARD DISK SET
 DA0824'IN CEMENT IN A DRILL HOLE IN A BOULDER FLUSH WITH THE SURFACE.
 DA0824'
 DA0824'REFERENCE MARK 1, STAMPED TART NO 1 1960, IS A STANDARD DISK
 DA0824'SET IN CEMENT IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 DA0824'SURFACE.
 DA0824'
 DA0824'REFERENCE MARK 2 IS AN IRON PIN PROJECTING 4 INCHES FROM THE
 DA0824'TOP OF A CYLINDRICAL CONCRETE POST 150 FEET NORTH OF THE CENTER
 DA0824'LINE OF THE WEST BOUND LANES.
 DA0824'
 DA0824'THE AZIMUTH MARK, STAMPED D 354 1960, IS A STANDARD BENCH
 DA0824'MARK DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DA0824'WHICH PROJECTS ABOUT 18 INCHES.  IT IS 0.4 MILE WEST OF THE
 DA0824'STATION, 52 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 DA0824'LANES, 12 FEET NORTH OF THE TOP OF THE CUT BANK AND 4 FEET
 DA0824'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA0824
 DA0824                          STATION RECOVERY (1960)
 DA0824
 DA0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0824'4.5 MI E FROM SENTINEL.
 DA0824'4.5 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0824'178 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET EAST OF A
 DA0824'METAL WITNESS POST WITH SIGN, 28.88 FEET WEST OF R.M. 1, SET IN A
 DA0824'DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 DA0824
 DA0824                          STATION RECOVERY (1968)
 DA0824
 DA0824'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 DA0824'STATION MARK AND R.M.S RECOVERED AS DESCRIBED.
 DA0824
 DA0824                          STATION RECOVERY (1980)
 DA0824
 DA0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0824'7.5 KM (4.65 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0824'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, .5 KM (0.3 MI) SOUTHEAST OF
 DA0824'HIGHWAY MILEPOST 92, SET IN TOP OF A BOULDER FLUSH WITH THE GROUND,
 DA0824'54.3 METERS (178 FT) NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND
 DA0824'LANES, 21.8 METERS (71.5 FT) NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY
 DA0824'FENCE.
 DA0824'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 DA0824'THE MARK IS 3.7 M ABOVE THE WEST-BOUND LANES.
 DA0824
 DA0824                          STATION RECOVERY (1980)
 DA0824
 DA0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0824'7.5 KM (4.65 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0824'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, .5 KM (0.3 MI) SOUTHEAST OF
 DA0824'HIGHWAY MILEPOST 92, SET IN TOP OF A BOULDER FLUSH WITH THE GROUND,
 DA0824'54.3 METERS (178 FT) NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND
 DA0824'LANES, 21.8 METERS (71.5 FT) NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY
 DA0824'FENCE.
 DA0824'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 DA0824'THE MARK IS 3.7 M ABOVE THE WEST-BOUND LANES.
 DA0824
 DA0824                          STATION RECOVERY (1980)
 DA0824
 DA0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0825 ***********************************************************************
 DA0825  DESIGNATION -  TART RM 1
 DA0825  PID         -  DA0825
 DA0825  STATE/COUNTY-  AZ/MARICOPA
 DA0825  USGS QUAD   -  SENTINEL (1986)
 DA0825
 DA0825                         *CURRENT SURVEY CONTROL
 DA0825  ___________________________________________________________________
 DA0825* NAD 83(1986)-  32 52 18.     (N)    113 08 12.     (W)     SCALED    
 DA0825* NAVD 88     -       245.311  (meters)     804.82   (feet)  ADJUSTED  
 DA0825  ___________________________________________________________________
 DA0825  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA0825  DYNAMIC HT  -         245.027 (meters)     803.89  (feet)  COMP
 DA0825  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 DA0825
 DA0825  VERT ORDER  -  FIRST     CLASS II
 DA0825
 DA0825.The horizontal coordinates were scaled from a topographic map and have
 DA0825.an estimated accuracy of +/- 6 seconds.
 DA0825
 DA0825.The orthometric height was determined by differential leveling
 DA0825.and adjusted in June 1991.
 DA0825
 DA0825.The geoid height was determined by GEOID03.
 DA0825
 DA0825.The dynamic height is computed by dividing the NAVD 88
 DA0825.geopotential number by the normal gravity value computed on the
 DA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0825.degrees latitude (g = 980.6199 gals.).
 DA0825
 DA0825.The modeled gravity was interpolated from observed gravity values.
 DA0825
 DA0825;                    North         East    Units  Estimated Accuracy
 DA0825;SPC AZ C     -   208,180.       99,190.      MT  (+/- 180 meters Scaled)
 DA0825
 DA0825                          SUPERSEDED SURVEY CONTROL
 DA0825
 DA0825  NGVD 29 (??/??/92)  244.698  (m)          802.81   (f) ADJ UNCH    1 2
 DA0825
 DA0825.Superseded values are not recommended for survey control.
 DA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0825.See file dsdata.txt to determine how the superseded data were derived.
 DA0825
 DA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB000390(NAD 83)
 DA0825_MARKER: DR = REFERENCE MARK DISK
 DA0825_SETTING: 80 = SET IN A BOULDER
 DA0825_SP_SET: BOULDER
 DA0825_STAMPING: TART NO 1 1960
 DA0825_MARK LOGO: CGS   
 DA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0825+STABILITY: SURFACE MOTION
 DA0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0825+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0825
 DA0825  HISTORY     - Date     Condition        Report By
 DA0825  HISTORY     - 1960     MONUMENTED       CGS
 DA0825  HISTORY     - 1980     GOOD             NGS
 DA0825  HISTORY     - 1980     GOOD             NGS
 DA0825  HISTORY     - 1980     GOOD             NGS
 DA0825  HISTORY     - 20060128 GOOD             USPSQD
 DA0825  HISTORY     - 20060128 GOOD             USPSQD
 DA0825
 DA0825                          STATION DESCRIPTION
 DA0825
 DA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0825'4.5 MI E FROM SENTINEL.
 DA0825'4.5 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0825'28.88 FEET EAST OF THE STATION, SET IN A DRILL HOLE IN A BOULDER FLUSH
 DA0825'WITH THE GROUND.
 DA0825
 DA0825                          STATION RECOVERY (1980)
 DA0825
 DA0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0825'7.5 KM (4.65 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0825'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, 0.5 KM (0.3 MI) SOUTHWEST OF
 DA0825'HIGHWAY MILEPOST 92, SET IN TOP OF A BOULDER FLUSH WITH THE GROUND,
 DA0825'8.8 METERS (28.8 FT) NORTHEAST OF TRIANGULATION STATION TART, 54.3
 DA0825'METERS (178 FT) NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES,
 DA0825'21.2 METERS (69.5 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0825'FENCE.
 DA0825'THE MARK IS 3.7 M ABOVE THE WEST-BOUND LANES.
 DA0825
 DA0825                          STATION RECOVERY (1980)
 DA0825
 DA0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0825'7.5 KM (4.65 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0825'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, 0.5 KM (0.3 MI) SOUTHWEST OF
 DA0825'HIGHWAY MILEPOST 92, SET IN TOP OF A BOULDER FLUSH WITH THE GROUND,
 DA0825'8.8 METERS (28.8 FT) NORTHEAST OF TRIANGULATION STATION TART, 54.3
 DA0825'METERS (178 FT) NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES,
 DA0825'21.2 METERS (69.5 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0825'FENCE.
 DA0825'THE MARK IS 3.7 M ABOVE THE WEST-BOUND LANES.
 DA0825
 DA0825                          STATION RECOVERY (1980)
 DA0825
 DA0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0825'RECOVERED IN GOOD CONDITION.
 DA0825
 DA0825                          STATION RECOVERY (2006)
 DA0825
 DA0825'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0825'RECOVERED AS DESCRIBED.
 DA0825
 DA0825                          STATION RECOVERY (2006)
 DA0825
 DA0825'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0825'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1394 ***********************************************************************
 DA1394  DESIGNATION -  TARTRON
 DA1394  PID         -  DA1394
 DA1394  STATE/COUNTY-  AZ/MARICOPA
 DA1394  USGS QUAD   -  SENTINEL PEAK (1986)
 DA1394
 DA1394                         *CURRENT SURVEY CONTROL
 DA1394  ___________________________________________________________________
 DA1394* NAD 83(1992)-  32 53 03.73224(N)    113 08 31.20103(W)     ADJUSTED  
 DA1394* NAVD 88     -       328.22   (+/-2cm)    1076.8    (feet)  VERTCON   
 DA1394  ___________________________________________________________________
 DA1394  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DA1394  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DA1394  HORZ ORDER  -  FIRST
 DA1394  VERT ORDER  -  THIRD ? (See Below)
 DA1394
 DA1394.The horizontal coordinates were established by classical geodetic methods
 DA1394.and adjusted by the National Geodetic Survey in August 1993.
 DA1394
 DA1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1394.The vertical order pertains to the NGVD 29 superseded value.
 DA1394
 DA1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1394
 DA1394.The geoid height was determined by GEOID03.
 DA1394
 DA1394;                    North         East     Units Scale Factor Converg.
 DA1394;SPC AZ C     -   209,594.774    98,707.349   MT  1.00006203   -0 39 55.3
 DA1394;SPC AZ C     -   687,646.90    323,843.01   iFT  1.00006203   -0 39 55.3
 DA1394;UTM  12      - 3,640,502.516   299,623.352   MT  1.00009509   -1 09 48.2
 DA1394
 DA1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1394!SPC AZ C     -   0.99995345  x   1.00006203  =   1.00001548
 DA1394!UTM  12      -   0.99995345  x   1.00009509  =   1.00004854
 DA1394
 DA1394|---------------------------------------------------------------------|
 DA1394| PID    Reference Object                     Distance      Geod. Az  |
 DA1394|                                                           dddmmss.s |
 DA1394| CH3473 TARTRON RM 1                          5.244 METERS 08056     |
 DA1394| CH2156 HIGHWAY 80 STA 3795+80 771.89                      1271637.7 |
 DA1394| CH3475 TARTRON RM 3 AZIMUTH                               16717     |
 DA1394| CH3474 TARTRON RM 2                          5.972 METERS 21031     |
 DA1394|---------------------------------------------------------------------|
 DA1394
 DA1394                          SUPERSEDED SURVEY CONTROL
 DA1394
 DA1394  NAD 83(1986)-  32 53 03.72648(N)    113 08 31.20698(W) AD(       ) 1
 DA1394  NAD 27      -  32 53 03.54900(N)    113 08 28.55900(W) AD(       ) 1
 DA1394  NGVD 29 (07/19/86)  327.60   (m)         1074.8    (f) LEVELING    3  
 DA1394
 DA1394.Superseded values are not recommended for survey control.
 DA1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1394.See file dsdata.txt to determine how the superseded data were derived.
 DA1394
 DA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9962340503(NAD 83)
 DA1394_MARKER: DS = TRIANGULATION STATION DISK
 DA1394_SETTING: 66 = SET IN ROCK OUTCROP
 DA1394
 DA1394  HISTORY     - Date     Condition        Report By
 DA1394  HISTORY     - 1934     MONUMENTED       CGS
 DA1394  HISTORY     - 1948     GOOD             USGS
 DA1394  HISTORY     - 1956     GOOD             CGS
 DA1394  HISTORY     - 1960     GOOD             CGS
 DA1394  HISTORY     - 1962     GOOD             AMS
 DA1394
 DA1394                          STATION DESCRIPTION
 DA1394
 DA1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1394'ABOUT 4 MILES, AIR LINE, EAST BY NORTH OF SENTINEL.  ABOUT 1
 DA1394'MILE NORTH OF U.S. HIGHWAY NO 80.  ON A PROMINENT BLACK MALPAIS
 DA1394'BUTTE.  TURN LEFT OFF OF HIGHWAY AT TELEPHONE POLE NO. 17320
 DA1394'AND FOLLOW AN OLD ROAD NORTH FOR 0.6 MILE, TURN LEFT OFF
 DA1394'OF ROAD AND DRIVE TOWARD BASE OF BUTTE FOR ABOUT 0.3 MILE.
 DA1394'ABOUT A 10-MINUTE PACK.  MARKED BY A STANDARD BRONZE DISK.
 DA1394'REFERENCE MARK NO. 1, A STANDARD
 DA1394'BRONZE REFERENCE DISK, IS 5.24 METERS (17.2 FEET)
 DA1394'FROM STATION.  REFERENCE MARK NO.
 DA1394'2, A STANDARD BRONZE REFERENCE DISK, IS 5.97
 DA1394'METERS (19.6 FEET) FROM STATION.
 DA1394'THE AZIMUTH MARK A STANDARD BRONZE DISK, IS SET IN
 DA1394'DRILL HOLE IN CONCRETE CULVERT ON THE NORTH SIDE OF
 DA1394'HIGHWAY ABOUT 500 FEET WEST OF THE TARTRON SERVICE
 DA1394'STATION AND 1 MILE FROM STATION S 12 DEG 43 MIN E.
 DA1394
 DA1394                          STATION RECOVERY (1948)
 DA1394
 DA1394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DA1394'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 DA1394
 DA1394                          STATION RECOVERY (1956)
 DA1394
 DA1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DA1394'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DA1394'IN GOOD CONDITION.  A NEW AZIMUTH WAS ESTABLISHED.
 DA1394'
 DA1394'FOLLOWING IS A NEW DESCRIPTION--
 DA1394'
 DA1394'THE STATION IS LOCATED ON A LONE LAVA FORMED HILL, WHICH IS
 DA1394'ABOUT 18 MILES WEST OF GILA BEND, ABOUT 4 MILES EAST OF SENTINEL
 DA1394'AND ABOUT 1 MILE NORTH OF U.S. HIGHWAY 80.  THE STATION MARK
 DA1394'IS SET ON THE HIGHEST POINT OF THE HILL, 25 FEET SOUTH OF
 DA1394'THE NORTH EDGE, 10 FEET WEST OF EAST EDGE.
 DA1394'IT IS STAMPED TARTRON 1934.
 DA1394'
 DA1394'REFERENCE MARK NO. 1 IS SET ON THE EAST OF THE HILL, 3 FEET
 DA1394'LOWER THAN THE STATION.  IT IS
 DA1394'STAMPED TARTRON NO 1 1934
 DA1394'
 DA1394'REFERENCE MARK NO. 2 PROJECTS 1 FOOT.
 DA1394'IT IS STAMPED TARTRON NO 2 1934.
 DA1394'
 DA1394'AZIMUTH MARK IS A ARIZONA HIGHWAY DEPARTMENT MARK, SET
 DA1394'IN A DRILL HOLE IN A CONCRETE ABUTMENT OF A BRIDGE AND 20
 DA1394'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 80.  IT IS STAMPED
 DA1394'ELEV. 771.89 STA. 3795-80 1953.
 DA1394'
 DA1394'TO REACH FROM POST OFFICE IN SENTINEL GO EAST ON U.S. HIGHWAY
 DA1394'80 FOR 5.6 MILES TO A CONCRETE BRIDGE AND AZIMUTH MARK ON LEFT
 DA1394'AS DESCRIBED, FROM HERE CONTINUE ON HIGHWAY FOR 1.8 MILES TO A
 DA1394'GATE ON LEFT, GO THROUGH GATE TURN SHARP LEFT, GO WEST ALONG
 DA1394'NORTH SIDE OF FENCE FOR 2.3 MILES TO A DIM ROAD RIGHT.  TURN
 DA1394'RIGHT ON DIM ROAD AND GO FOR 1.1 MILES TO BASE OF THE HILL AND
 DA1394'END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST TO TOP OF HILL
 DA1394'AND STATION AS DESCRIBED.  THIS IS A 25 MINUTE BACK PACK.
 DA1394
 DA1394                          STATION RECOVERY (1960)
 DA1394
 DA1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1394'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 DA1394'TO BE IN GOOD CONDITION AS DESCRIBED IN 1956.  THE AZIMUTH MARK
 DA1394'WAS RECOVERED, BUT DUE TO CHANGES IN THE TERRAIN A NEW DESCRIPTION
 DA1394'FOLLOWS.  THE TO REACH IS INADEQUATE BECAUSE OF HIGHWAY
 DA1394'CONSTRUCTION NOW IN PROGRESS.
 DA1394'
 DA1394'TO REACH FROM THE POST OFFICE AT SENTINEL GO EAST ON U.S.
 DA1394'HIGHWAY 80 (INTERSTATE 8) FOR 5.2 MILES TO A CONCRETE HIGHWAY
 DA1394'BRIDGE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 DA1394'THE HIGHWAY FOR 1.7 MILES.  NOTE--AT THIS TIME A NEW RIGHT-OF-WAY
 DA1394'FENCE IS UNDER CONSTRUCTION ON THE NORTH SIDE OF THE WEST BOUND
 DA1394'TRAFFIC LANE AND IT IS POSSIBLE THAT A GATE WILL BE CONSTRUCTED
 DA1394'HERE.  TURN LEFT, NORTH, CROSS WEST TRAFFIC LANE, PASS THRU
 DA1394'FENCE, THENCE WEST ALONG THE NORTH SIDE OF THE FENCE LINE FOR
 DA1394'2.1 MILES TO A VERY DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT,
 DA1394'NORTH AND NORTHWEST, ON DIM TRACKS AND GO 1.1 MILE TO A
 DA1394'SADDLE ON THE SOUTHWEST SIDE OF THE STATION HILL AND END OF
 DA1394'TRUCK TRAVEL.  PACK NORTHEAST TO THE HIGHEST POINT AND
 DA1394'THE STATION.  THIS IS ABOUT A 3 MINUTE PACK.
 DA1394'
 DA1394'THE ARIZONA HIGHWAY DEPARTMENT MARK (AZIMUTH MARK), STAMPED
 DA1394'771.89 3795-80 1953, IS A BRONZE DISK SET IN A DRILL HOLE
 DA1394'IN THE CENTER OF THE NORTH CONCRETE BRIDGE ABUTMENT, 200 YARDS
 DA1394'WEST OF HIGHWAY MILE POLE 95 AND 20 FEET NORTH OF THE EAST
 DA1394'BOUND TRAFFIC LANE.  4-WHEEL DRIVE.
 DA1394
 DA1394                          STATION RECOVERY (1962)
 DA1394
 DA1394'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1394'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DA1394'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0870 ***********************************************************************
 FR0870  DESIGNATION -  TAYLOR
 FR0870  PID         -  FR0870
 FR0870  STATE/COUNTY-  AZ/COCONINO
 FR0870  USGS QUAD   -  HOWARD MESA (1989)
 FR0870
 FR0870                         *CURRENT SURVEY CONTROL
 FR0870  ___________________________________________________________________
 FR0870* NAD 83(1992)-  35 25 58.10494(N)    112 09 32.40740(W)     ADJUSTED  
 FR0870* NAVD 88     -      1981.6    (meters)    6501.     (feet)  VERTCON   
 FR0870  ___________________________________________________________________
 FR0870  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 FR0870  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FR0870  HORZ ORDER  -  SECOND
 FR0870
 FR0870.The horizontal coordinates were established by classical geodetic methods
 FR0870.and adjusted by the National Geodetic Survey in August 1993.
 FR0870
 FR0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0870
 FR0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0870
 FR0870.The geoid height was determined by GEOID03.
 FR0870
 FR0870;                    North         East     Units Scale Factor Converg.
 FR0870;SPC AZ C     -   491,613.959   191,356.941   MT  0.99990596   -0 08 25.8
 FR0870;SPC AZ C     - 1,612,906.69    627,811.49   iFT  0.99990596   -0 08 25.8
 FR0870;UTM  12      - 3,921,658.354   394,796.674   MT  0.99973639   -0 40 19.2
 FR0870
 FR0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0870!SPC AZ C     -   0.99969276  x   0.99990596  =   0.99959875
 FR0870!UTM  12      -   0.99969276  x   0.99973639  =   0.99942924
 FR0870
 FR0870|---------------------------------------------------------------------|
 FR0870| PID    Reference Object                     Distance      Geod. Az  |
 FR0870|                                                           dddmmss.s |
 FR0870| CH3476 TAYLOR RM 1                          11.632 METERS 17220     |
 FR0870| FR0850 LAKE                                APPROX. 8.2 KM 3502829.2 |
 FR0870| CH3477 TAYLOR RM 2                          11.160 METERS 35353     |
 FR0870|---------------------------------------------------------------------|
 FR0870
 FR0870                          SUPERSEDED SURVEY CONTROL
 FR0870
 FR0870  NAD 83(1986)-  35 25 58.10284(N)    112 09 32.40286(W) AD(       ) 2
 FR0870  NAD 27      -  35 25 58.08435(N)    112 09 29.80807(W) AD(       ) 2
 FR0870  NGVD 29 (07/19/86) 1980.6    (m)         6498.     (f) VERT ANG    3  
 FR0870
 FR0870.Superseded values are not recommended for survey control.
 FR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0870.See file dsdata.txt to determine how the superseded data were derived.
 FR0870
 FR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9479721658(NAD 83)
 FR0870_MARKER: DD = SURVEY DISK
 FR0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0870+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0870
 FR0870  HISTORY     - Date     Condition        Report By
 FR0870  HISTORY     - 1976     MONUMENTED       AZDT
 FR0870  HISTORY     - 20000715 GOOD             AZDT
 FR0870
 FR0870                          STATION DESCRIPTION
 FR0870
 FR0870'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FR0870'THE STATION IS ABOUT 13 MILES NORTH OF WILLIAMS AND ABOUT 1 MILE
 FR0870'EAST OF ARIZONA HIGHWAY 64 ON THE SIDE OF A HILL.
 FR0870'
 FR0870'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED TAYLOR 1975
 FR0870'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.4
 FR0870'INCH AND IS 2.5 FEET WEST OF A WITNESS POST AND SIGN.
 FR0870'
 FR0870'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED TAYLOR
 FR0870'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FR0870'
 FR0870'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED TAYLOR
 FR0870'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FR0870'
 FR0870'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE ROUTE
 FR0870'64, 2 MILES EAST OF WILLIAMS, GO NORTH ON STATE ROUTE 64 TO MILE
 FR0870'POST 198.5, TURN RIGHT (EAST) AND GO THROUGH A DOUBLE WIRE GATE
 FR0870'IN THE RIGHT-OF-WAY FENCE AND FOLLOW ROAD FOR 0.1 MILE TO ANOTHER
 FR0870'GATE AND ROAD FORK, CONTINUE RIGHT FOR 0.25 MILE TO A ROAD FORK,
 FR0870'GO RIGHT FOR 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE FOR 0.1
 FR0870'MILE TO ANOTHER GATE, CONTINUE ON FOR 0.1 MILE TO ROAD FORK,
 FR0870'TAKE RIGHT FORK FOR 0.29 MILE, TURN LEFT ON DIM TRACKS UP HILL
 FR0870'FOR APPROXIMATELY 500 FEET TO THE STATION ON SIDE HILL
 FR0870'(4 WHEEL DRIVE LAST 300 FT.).
 FR0870'
 FR0870'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0870
 FR0870                          STATION RECOVERY (2000)
 FR0870
 FR0870'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0358 ***********************************************************************
 CF0358  DESIGNATION -  TAYLOR
 CF0358  PID         -  CF0358
 CF0358  STATE/COUNTY-  AZ/COCHISE
 CF0358  USGS QUAD   -  LESLIE CANYON (1986)
 CF0358
 CF0358                         *CURRENT SURVEY CONTROL
 CF0358  ___________________________________________________________________
 CF0358* NAD 83(1992)-  31 32 26.47671(N)    109 35 08.28857(W)     ADJUSTED  
 CF0358* NAVD 88     -      1420.7    (meters)    4661.     (feet)  VERTCON   
 CF0358  ___________________________________________________________________
 CF0358  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 CF0358  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CF0358  HORZ ORDER  -  FIRST
 CF0358
 CF0358.The horizontal coordinates were established by classical geodetic methods
 CF0358.and adjusted by the National Geodetic Survey in August 1993.
 CF0358
 CF0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0358
 CF0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0358
 CF0358.The geoid height was determined by GEOID03.
 CF0358
 CF0358;                    North         East     Units Scale Factor Converg.
 CF0358;SPC AZ E     -    60,088.647   268,530.285   MT  0.99993753   +0 18 14.2
 CF0358;SPC AZ E     -   197,141.23    881,004.87   iFT  0.99993753   +0 18 14.2
 CF0358;UTM  12      - 3,490,393.233   634,262.166   MT  0.99982233   +0 44 23.9
 CF0358
 CF0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0358!SPC AZ E     -   0.99978122  x   0.99993753  =   0.99971876
 CF0358!UTM  12      -   0.99978122  x   0.99982233  =   0.99960359
 CF0358
 CF0358|---------------------------------------------------------------------|
 CF0358| PID    Reference Object                     Distance      Geod. Az  |
 CF0358|                                                           dddmmss.s |
 CF0358| CC7488 TAYLOR RM 1                           5.823 METERS 03149     |
 CF0358| CF0349 DOUGLAS AIRPORT BEACON              APPROX.22.8 KM 1615621.4 |
 CF0358| CC7489 TAYLOR RM 2                           5.111 METERS 17255     |
 CF0358| CF0345 DOUGLAS ABANDONED SMELTER STK       APPROX.22.3 KM 1773554.2 |
 CF0358| CF0342 DOUGLAS PHE DODGE TALL PLT STK      APPROX.21.5 KM 1801031.4 |
 CF0358| CF0343 DOUGLAS PHE DODGE LGE PLT STK       APPROX.21.4 KM 1804024.7 |
 CF0358| CF0350 PHOENIX EL PASO AWY BCN 19          APPROX.12.2 KM 2420348.6 |
 CF0358| CC7487 TAYLOR AZ MK                                       3301249.0 |
 CF0358|---------------------------------------------------------------------|
 CF0358
 CF0358                          SUPERSEDED SURVEY CONTROL
 CF0358
 CF0358  NAD 83(1986)-  31 32 26.47559(N)    109 35 08.27701(W) AD(       ) 1
 CF0358  NAD 27      -  31 32 26.13000(N)    109 35 06.02600(W) AD(       ) 1
 CF0358  NGVD 29 (03/13/91) 1419.9    (m)         4658.     (f) VERT ANG    3  
 CF0358
 CF0358.Superseded values are not recommended for survey control.
 CF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0358.See file dsdata.txt to determine how the superseded data were derived.
 CF0358
 CF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV3426290393(NAD 83)
 CF0358_MARKER: DS = TRIANGULATION STATION DISK
 CF0358_SETTING: 66 = SET IN ROCK OUTCROP
 CF0358_SP_SET: SET IN ROCK OUTCROP
 CF0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0358+STABILITY: POSITION/ELEVATION WELL
 CF0358
 CF0358  HISTORY     - Date     Condition        Report By
 CF0358  HISTORY     - 1938     MONUMENTED       CGS
 CF0358  HISTORY     - 1944     GOOD             CGS
 CF0358  HISTORY     - 1954     GOOD             CGS
 CF0358  HISTORY     - 1982     GOOD             AZDT
 CF0358
 CF0358                          STATION DESCRIPTION
 CF0358
 CF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0358'STATION IS LOCATED ABOUT 14 MILES NNW OF DOUGLAS ON THE HIGHEST
 CF0358'POINT OF TAYLOR BUTTE, A PROMINENT N AND S HOG-BACK BUTTE
 CF0358'ISOLATED FROM THE OTHER HILLS.  IT LIES ABOUT 3.0 MILES W OF
 CF0358'THE ROAD WHICH RUNS STRAIGHT N FROM DOUGLAS TO LESLIE PASS.
 CF0358'
 CF0358'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CF0358'SET IN A BOULDER.
 CF0358'
 CF0358'TO REACH FROM DOUGLAS GO N ON U.S. HIGHWAY 80 ABOUT 1.0
 CF0358'MILE WHERE THE MAIN PAVED HIGHWAY SWINGS RIGHT.  HERE CONTINUE
 CF0358'STRAIGHT N ON A GRAVEL ROAD 8.4 MILES TO THE HILLSIDE DAIRY
 CF0358'ON THE LEFT.  CONTINUE N FROM THE DAIRY 1.7 MILES TO A WIRE
 CF0358'GATE ON THE LEFT AT THE NE CORNER OF A FIELD.  TURN LEFT
 CF0358'THROUGH THE WIRE GATE AND FOLLOW DIM TRACK ROAD ALONG THE
 CF0358'FENCE AND THEN NW THROUGH THE FLAT 1.4 MILES TO A DIRT TANK.
 CF0358'END OF ROAD HEAD DUE W CROSS COUNTRY TO A POINT EVEN WITH
 CF0358'THE E SIDE OF THE BUTTE.  THEN N ALONG THE FOOT OF THE SLOPE
 CF0358'TO A POINT E OF THE HIGHEST PEAK, END OF TRUCK TRAVEL.  PACK
 CF0358'W UP THE SLOPE TO THE HIGHEST POINT AND STATION - ABOUT 15
 CF0358'MINUTE PACK.
 CF0358'
 CF0358'STATION AND REFERENCE MARKS ON HIGHEST POINT AND EASILY
 CF0358'LOCATED.
 CF0358'
 CF0358'AZIMUTH MARK IS ABOUT 0.4 MILE ACROSS THE SADDLE AND ABOUT
 CF0358'MIDWAY BETWEEN THE SADDLE AND N PEAK.
 CF0358
 CF0358                          STATION RECOVERY (1944)
 CF0358
 CF0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CF0358'ORIGINAL DESCRIPTION SATISFACTORY, STATION RECOVERED IN GOOD
 CF0358'CONDITION.
 CF0358
 CF0358                          STATION RECOVERY (1954)
 CF0358
 CF0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFV)
 CF0358'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, AZIMUTH
 CF0358'MARK NOT SEARCHED FOR
 CF0358
 CF0358                          STATION RECOVERY (1982)
 CF0358
 CF0358'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0358'THE STATION IS LOCATED ABOUT 10 AIRLINE MILES NORTHWEST OF DOUGLAS,
 CF0358'ARIZONA, AND 9 AIRLINE MILES SOUTHEAST OF MCNEIL, ARIZONA.
 CF0358'
 CF0358'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 CF0358'DESCRIBED.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0358'
 CF0358'FROM THE POST OFFICE IN DOUGLAS ON THE SOUTHEAST CORNER OF 10TH ST AND
 CF0358'F AVE DRIVE ONE BLOCK WEST TO G AVENUE (U.S. 80) TURN RIGHT AND TRAVEL
 CF0358'ON U.S. 80 FOR 1.8 MILES TO THE JUNCTION OF U.S. 80 AND U.S. 666 TURN
 CF0358'RIGHT ONTO U.S. 666 AND TRAVEL NORTH 15.2 MILES TO A PAVED TURN OFF
 CF0358'AND CATTLE GUARD.  CROSS CATTLE GUARD AND GO EAST ON TRACK ROAD 1.05
 CF0358'MILES (FOLLOWS EAST AND WEST FENCE LINE) TO A TIN DOME BUILDING AND
 CF0358'AND TRACK ROAD ON THE LEFT.  TURN LEFT AND TRAVEL NORTH FOR 0.5 MILES
 CF0358'TO A TRACT ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL EAST FOR 1.0 MILE
 CF0358'(FOLLOWS EAST WEST FENCE LINE) TO A WIRE GATE, PASS THROUGH GATE, TURN
 CF0358'RIGHT AND TRAVEL 0.65 MILES TO A FORK, BEAR LEFT AT FORK.  STAY ON
 CF0358'MAIN TRACK ROAD FOR 0.10 MILE TO ANOTHER FORK,  BEAR LEFT AT FORK AND
 CF0358'GO 0.95 MILES TO THE END OF A EAST-WEST  FENCE LINE.  HEAD EAST ON
 CF0358'FENCE LINE ROAD FOR 1.0 MILE TO A CLOSED IRON GATE AND A CORRAL TO THE
 CF0358'LEFT.  GO THRU GATE AND TRAVEL SOUTHEAST (STAY ON TRACK ROAD PER
 CF0358'REQUEST OF RANCHER) FOR 0.9 MILES TO END OF TRUCK TRAVEL.  FROM ETT
 CF0358'PACK DUE WEST 0.3 MILES TO A SADDLE, FROM SADDLE PACK SOUTH AND UP
 CF0358'RIDGE LINE TO STATION.                       .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0994 ***********************************************************************
 FR0994  DESIGNATION -  TEA
 FR0994  PID         -  FR0994
 FR0994  STATE/COUNTY-  AZ/MOHAVE
 FR0994  USGS QUAD   -  QUARTERMASTER CANYON (1968)
 FR0994
 FR0994                         *CURRENT SURVEY CONTROL
 FR0994  ___________________________________________________________________
 FR0994* NAD 83(1992)-  35 59 58.35614(N)    113 48 46.16151(W)     ADJUSTED  
 FR0994* NAVD 88     -      1458.8    (meters)    4786.     (feet)  VERTCON   
 FR0994  ___________________________________________________________________
 FR0994  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FR0994  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FR0994  HORZ ORDER  -  SECOND
 FR0994
 FR0994.The horizontal coordinates were established by classical geodetic methods
 FR0994.and adjusted by the National Geodetic Survey in August 1993.
 FR0994
 FR0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0994
 FR0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0994
 FR0994.The geoid height was determined by GEOID03.
 FR0994
 FR0994;                    North         East     Units Scale Factor Converg.
 FR0994;SPC AZ W     -   554,482.537   207,696.024   MT  0.99993373   -0 02 12.9
 FR0994;SPC AZ W     - 1,819,168.43    681,417.40   iFT  0.99993373   -0 02 12.9
 FR0994;UTM  12      - 3,987,557.663   246,453.781   MT  1.00039219   -1 39 15.1
 FR0994
 FR0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0994!SPC AZ W     -   0.99977519  x   0.99993373  =   0.99970893
 FR0994!UTM  12      -   0.99977519  x   1.00039219  =   1.00016729
 FR0994
 FR0994:                Primary Azimuth Mark                     Grid Az
 FR0994:SPC AZ W     -  TEA AZ MK                                114 25 01.0
 FR0994:UTM  12      -  TEA AZ MK                                116 02 03.2
 FR0994
 FR0994|---------------------------------------------------------------------|
 FR0994| PID    Reference Object                     Distance      Geod. Az  |
 FR0994|                                                           dddmmss.s |
 FR0994| CH3478 TEA AZ MK                                          1142248.1 |
 FR0994| CH3479 TEA RM 1                             10.120 METERS 20550     |
 FR0994| CH3480 TEA RM 2                              8.973 METERS 33357     |
 FR0994|---------------------------------------------------------------------|
 FR0994
 FR0994                          SUPERSEDED SURVEY CONTROL
 FR0994
 FR0994  NAD 83(1986)-  35 59 58.34864(N)    113 48 46.15879(W) AD(       ) 2
 FR0994  NAD 27      -  35 59 58.39100(N)    113 48 43.33900(W) AD(       ) 2
 FR0994  NGVD 29 (07/19/86) 1458.0    (m)         4783.     (f) VERT ANG    3  
 FR0994
 FR0994.Superseded values are not recommended for survey control.
 FR0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0994.See file dsdata.txt to determine how the superseded data were derived.
 FR0994
 FR0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4645487558(NAD 83)
 FR0994_MARKER: DS = TRIANGULATION STATION DISK
 FR0994_SETTING: 66 = SET IN ROCK OUTCROP
 FR0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0994+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 FR0994
 FR0994  HISTORY     - Date     Condition        Report By
 FR0994  HISTORY     - 1936     MONUMENTED       CGS
 FR0994  HISTORY     - 20060910 GOOD             INDIV
 FR0994
 FR0994                          STATION DESCRIPTION
 FR0994
 FR0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0994'THE STATION IS ABOUT 39 MILES AIRLINE NORTHWEST OF PEACH
 FR0994'SPRINGS, A SMALL VILLAGE ON THE ATCHISON, TOPEKA AND SANTA FE
 FR0994'RAILWAY, 13 MILES NORTHEAST OF THE DUNCAN RANCH, ABOUT 0.2
 FR0994'MILE SOUTH OF THE MAIN RIM OF THE COLORADO RIVER CANYON
 FR0994'AND ON THE NORTH BOUNDARY LINE OF THE HUALPAI INDIAN RESERVATION.
 FR0994'THE STATION IS ON THE SOUTHEAST END OF KNOLL WHICH RUNS
 FR0994'IN A NORTHWESTERLY DIRECTION, THE KNOLL BEING ON SLIGHTLY
 FR0994'HIGHER GROUND THAN THE SURROUNDING COUNTRY AND IS COVERED WITH
 FR0994'SAGE AND MORMON TEA BUSHES.  THE STATION, SET INTO A DRILL HOLE IN
 FR0994'ROCK OUTCROP, IS ABOUT
 FR0994'15 FEET EAST OF A SMALL RIM ON THE WEST SIDE OF THE KNOLL.
 FR0994'
 FR0994'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND FLUSH
 FR0994'WITH THE GROUND, SET INTO A DRILL HOLE IN ROCK OUTCROP.  REFERENCE
 FR0994'MARK NO. 2 IS NORTHWEST
 FR0994'OF THE STATION AND FLUSH WITH THE GROUND, SET INTO A DRILL HOLE IN
 FR0994'ROCK OUTCROP.  THE AZIMUTH
 FR0994'MARK, SET INTO A DRILL HOLE IN ROCK OUTCROP, IS ABOUT 0.2
 FR0994'MILE EAST OF THE STATION ON
 FR0994'A SMALL KNOLL ON THE EDGE OF A SMALL SIDE CANYON.
 FR0994'
 FR0994'THE STATION CAN BE REACHED FROM PEACH SPRINGS POST OFFICE BY
 FR0994'DRIVING WEST ON U.S. HIGHWAY 66 FOR 1.9 MILES, LEAVE THE
 FR0994'HIGHWAY AND FOLLOW THE OLD HIGHWAY NORTHWEST 0.8 MILE, TAKE
 FR0994'THE RIGHT FORK AND FOLLOW THE BLAZED ROAD 11.9 MILES, PASS
 FR0994'THROUGH BOARD GATE AND FOLLOW THE MAIN-TRAVELED ROAD FOR
 FR0994'8.0 MILES, TAKE THE LEFT FORK AND GO 4.2 MILES, TAKE THE LEFT
 FR0994'FORK AND GO 1.4 MILES TO A BOARD GATE.  PASS THROUGH GATE
 FR0994'AND GO 0.5 MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND
 FR0994'GO 9.7 MILES ON THE MAIN-TRAVELED ROAD TO THE END OF
 FR0994'CONSTRUCTION ON THIS ROAD AT PRESENT, WHICH IS ON THE TOP OF THE
 FR0994'RIDGE.  GO NORTHERLY ON WINDING TRACK ROAD 0.15 MILE, TAKE
 FR0994'THE RIGHT FORK AND GO 2.05 MILES, PASS THROUGH WIRE GATE
 FR0994'AND GO 0.2 MILE, TAKE THE LEFT FORK AND GO 2.5 MILES,
 FR0994'TAKE THE RIGHT FORK AND GO 2.3 MILES, TAKE THE LEFT FORK
 FR0994'AND GO 0.8 MILE TO TWO WIRE GATES, PASS THROUGH GATES AND
 FR0994'GO 2.6 MILES, PASSING ON THE LEFT OF CORRALS AND EARTH TANK
 FR0994'AT 0.8 MILE.  THE ROAD FORKS 50 YARDS WEST OF AN OBTUSE
 FR0994'FENCE CORNER, TAKE THE RIGHT FORK AT A PILE OF ROCKS
 FR0994'AND OLD SIGN AND GO 2.0 MILES TO A WIRE GATE, PASS THROUGH
 FR0994'GATE AND GO NORTHEAST ON THE ROAD 1.8 MILES, BENCH MARK
 FR0994'D-95 BEING ON THE WEST SIDE OF THE ROAD AND ALSO THE
 FR0994'JUNCTION OF A ROAD TO THE WEST FOR DUNCANS RANCH ABOUT 50
 FR0994'YARDS NORTHEAST OF THE BENCH MARK.  KEEP STRAIGHT AHEAD
 FR0994'NORTHEAST FOR 1.2 MILES TO A Y, A TAR PAPER HOUSE 100
 FR0994'YARDS TO THE NORTH.  PASS THROUGH THE GATE TO THE CORRALS
 FR0994'AND GO THROUGH THE CORRALS AND PASS BY THE EAST END OF AN
 FR0994'EARTHEN TANK, GO 0.6 MILE TO A GATE, PASS THROUGH GATE AND GO 0.1
 FR0994'MILE TO AN EARTHEN TANK BEING ON THE NORTH SIDE OF THE ROAD.
 FR0994'CONTINUE ON THE MAIN-TRAVELED ROAD 1.5 MILES, A DWARF CEDAR
 FR0994'TREE BEING ABOUT 0.1 MILE NORTH OF THE ROAD AND ALSO
 FR0994'TRIANGULATION STATION DWARF BEING AT THIS POINT.  FROM THE DWARF
 FR0994'CEDAR TREE, DRIVE ACROSS COUNTRY ALONG THE TOP OF THE
 FR0994'RIM FOR 2.3 MILES N 10 DEG W
 FR0994'WHICH IS VERY NEARLY THE DIRECTION TO THE LEFT TANGENT
 FR0994'OF THE HIGH CIFFS ON THE NORTH SIDE OF THE COLORADO
 FR0994'RIVER, THE STATION BEING ON A SMALL REDDISH SANDSTONE
 FR0994'KNOLL COVERED WITH SAGE BRUSH.
 FR0994'
 FR0994'A DRIVE STATION.
 FR0994'
 FR0994'ALL OBJECTS VISIBLE FROM THE GROUND.
 FR0994
 FR0994                          STATION RECOVERY (2006)
 FR0994
 FR0994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 FR0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0147 ***********************************************************************
 CH0147  DESIGNATION -  TECOLATE
 CH0147  PID         -  CH0147
 CH0147  STATE/COUNTY-  AZ/PIMA
 CH0147  USGS QUAD   -  CHUKUT KUK (1988)
 CH0147
 CH0147                         *CURRENT SURVEY CONTROL
 CH0147  ___________________________________________________________________
 CH0147* NAD 83(1992)-  31 45 55.87408(N)    112 06 12.80528(W)     ADJUSTED  
 CH0147* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 CH0147  ___________________________________________________________________
 CH0147  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CH0147  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CH0147  HORZ ORDER  -  THIRD
 CH0147
 CH0147.The horizontal coordinates were established by classical geodetic methods
 CH0147.and adjusted by the National Geodetic Survey in August 1993.
 CH0147
 CH0147.The orthometric height was scaled from a topographic map.
 CH0147
 CH0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CH0147
 CH0147.The geoid height was determined by GEOID03.
 CH0147
 CH0147;                    North         East     Units Scale Factor Converg.
 CH0147;SPC AZ C     -    84,884.628   195,657.105   MT  0.99990386   -0 05 54.2
 CH0147;SPC AZ C     -   278,492.87    641,919.64   iFT  0.99990386   -0 05 54.2
 CH0147;UTM  12      - 3,514,975.759   395,495.840   MT  0.99973469   -0 34 51.7
 CH0147
 CH0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CH0147!SPC AZ C     -   0.99990714  x   0.99990386  =   0.99981101
 CH0147!UTM  12      -   0.99990714  x   0.99973469  =   0.99964185
 CH0147
 CH0147|---------------------------------------------------------------------|
 CH0147| PID    Reference Object                     Distance      Geod. Az  |
 CH0147|                                                           dddmmss.s |
 CH0147| CH5552 TECOLATE RM 1                        23.790 METERS 24312     |
 CH0147| CH5551 TECOLATE AZ MK                                     2653324.9 |
 CH0147| CH5553 TECOLATE RM 2                        26.560 METERS 34815     |
 CH0147|---------------------------------------------------------------------|
 CH0147
 CH0147                          SUPERSEDED SURVEY CONTROL
 CH0147
 CH0147  NAD 83(1986)-  31 45 55.86634(N)    112 06 12.80510(W) AD(       ) 3
 CH0147  NAD 27      -  31 45 55.57400(N)    112 06 10.34600(W) AD(       ) 3
 CH0147
 CH0147.Superseded values are not recommended for survey control.
 CH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0147.See file dsdata.txt to determine how the superseded data were derived.
 CH0147
 CH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA9549614976(NAD 83)
 CH0147_MARKER: DS = TRIANGULATION STATION DISK
 CH0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0147
 CH0147  HISTORY     - Date     Condition        Report By
 CH0147  HISTORY     - 1936     MONUMENTED       CGS
 CH0147  HISTORY     - 1962     MARK NOT FOUND   USGS
 CH0147
 CH0147                          STATION DESCRIPTION
 CH0147
 CH0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CH0147'ABOUT 17 MILES SOUTHWEST OF SELLS, IN THE INDIAN VILLAGE OF
 CH0147'TECOLATE, ON TOP OF THE EMBANKMENT AT THE NORTHWEST CORNER
 CH0147'OF THE MAIN VILLAGE CHARCO.  MARKED BY STANDARD BRONZE DISKS.
 CH0147'REFERENCE MARK NO. 1, A
 CH0147'STANDARD BRONZE REFERENCE DISK, IS 23.790 METERS
 CH0147'(78.05 FEET) FROM STATION S 63 DEG 12 MIN W. REFERENCE
 CH0147'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CH0147'26.174 METERS (85.87 FEET) FROM STATION N 11 DEG 45 MIN W.
 CH0147'MIN.  THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS
 CH0147'12 FEET NORTH OF THE CENTER LINE OF TRACK ROAD THAT GOES WEST
 CH0147'FROM CHARCO AND IS 0.3 MILE FROM STATION S 85 DEG 32 MIN W.
 CH0147
 CH0147                          STATION RECOVERY (1962)
 CH0147
 CH0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CH0147'THE TWO REFERENCE MARKS WERE FOUND BUT THE STATION WAS NOT.
 CH0147'IT HAS PROBABLY BEEN DESTROYED DUE TO IMPROVEMENTS ON THE
 CH0147'VILLAGE CHARCO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0068 ***********************************************************************
 CG0068  DESIGNATION -  TED
 CG0068  PID         -  CG0068
 CG0068  STATE/COUNTY-  AZ/COCHISE
 CG0068  USGS QUAD   -  MESCAL (1983)
 CG0068
 CG0068                         *CURRENT SURVEY CONTROL
 CG0068  ___________________________________________________________________
 CG0068* NAD 83(1992)-  31 57 49.20982(N)    110 23 05.42307(W)     ADJUSTED  
 CG0068* NAVD 88     -      1276.440  (meters)    4187.79   (feet)  ADJUSTED  
 CG0068  ___________________________________________________________________
 CG0068  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CG0068  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0068  DYNAMIC HT  -        1274.522 (meters)    4181.49  (feet)  COMP
 CG0068  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 CG0068
 CG0068  HORZ ORDER  -  SECOND
 CG0068  VERT ORDER  -  FIRST     CLASS II
 CG0068
 CG0068.The horizontal coordinates were established by classical geodetic methods
 CG0068.and adjusted by the National Geodetic Survey in August 1993.
 CG0068
 CG0068.The orthometric height was determined by differential leveling
 CG0068.and adjusted in June 1991.
 CG0068
 CG0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0068
 CG0068.The geoid height was determined by GEOID03.
 CG0068
 CG0068.The dynamic height is computed by dividing the NAVD 88
 CG0068.geopotential number by the normal gravity value computed on the
 CG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0068.degrees latitude (g = 980.6199 gals.).
 CG0068
 CG0068.The modeled gravity was interpolated from observed gravity values.
 CG0068
 CG0068;                    North         East     Units Scale Factor Converg.
 CG0068;SPC AZ E     -   106,859.637   192,738.056   MT  0.99990524   -0 06 55.8
 CG0068;SPC AZ E     -   350,589.36    632,342.70   iFT  0.99990524   -0 06 55.8
 CG0068;SPC AZ C     -   107,863.678   358,157.345   MT  1.00015849   +0 48 39.8
 CG0068;SPC AZ C     -   353,883.46  1,175,056.91   iFT  1.00015849   +0 48 39.8
 CG0068;UTM  12      - 3,536,573.929   558,128.569   MT  0.99964167   +0 19 32.4
 CG0068
 CG0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0068!SPC AZ E     -   0.99980398  x   0.99990524  =   0.99970924
 CG0068!SPC AZ C     -   0.99980398  x   1.00015849  =   0.99996244
 CG0068!UTM  12      -   0.99980398  x   0.99964167  =   0.99944572
 CG0068
 CG0068|---------------------------------------------------------------------|
 CG0068| PID    Reference Object                     Distance      Geod. Az  |
 CG0068|                                                           dddmmss.s |
 CG0068| CG0069 TED RM 1                              8.133 METERS 08141     |
 CG0068| CG0064 TED RM 2                              6.047 METERS 17624     |
 CG0068| CG0060 CORN                                APPROX. 2.2 KM 2681313.6 |
 CG0068| CC7490 TED RM 3                              6.371 METERS 27853     |
 CG0068|---------------------------------------------------------------------|
 CG0068
 CG0068                          SUPERSEDED SURVEY CONTROL
 CG0068
 CG0068  NAD 83(1986)-  31 57 49.20477(N)    110 23 05.42006(W) AD(       ) 2
 CG0068  NAD 27      -  31 57 48.90360(N)    110 23 03.15690(W) AD(       ) 2
 CG0068  NGVD 29 (??/??/92) 1275.610  (m)         4185.06   (f) ADJ UNCH    1 2
 CG0068
 CG0068.Superseded values are not recommended for survey control.
 CG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0068.See file dsdata.txt to determine how the superseded data were derived.
 CG0068
 CG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5812936574(NAD 83)
 CG0068_MARKER: DS = TRIANGULATION STATION DISK
 CG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0068_STAMPING: TED 1960
 CG0068_PROJECTION: PROJECTING 8 CENTIMETERS
 CG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0068+STABILITY: SURFACE MOTION
 CG0068
 CG0068  HISTORY     - Date     Condition        Report By
 CG0068  HISTORY     - 1960     MONUMENTED       CGS
 CG0068  HISTORY     - 1960     GOOD             CGS
 CG0068  HISTORY     - 1973     GOOD             NGS
 CG0068  HISTORY     - 1979     GOOD             NGS
 CG0068  HISTORY     - 20060908 GOOD             GEOCAC
 CG0068
 CG0068                          STATION DESCRIPTION
 CG0068
 CG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0068'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF BENSON ON THE NORTH
 CG0068'SIDE OF U.S. HIGHWAY 80.
 CG0068'
 CG0068'TO REACH THE STATION FROM THE POST OFFICE AT BENSON, GO WEST ON
 CG0068'U.S. HIGHWAY 80 FOR 5.5 MILES TO THE STATION ON THE RIGHT.
 CG0068'
 CG0068'THE STATION MARK IS A STANDARD DISK STAMPED TED 1960, SET IN
 CG0068'A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 4.8
 CG0068'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 3.1 FEET SOUTH
 CG0068'OF A WITNESS POST.
 CG0068'
 CG0068'R.M. 1 IS A STANDARD DISK STAMPED TED NO 1 1960, SET IN A SQUARE
 CG0068'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 27.1 FEET EAST
 CG0068'OF THE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 CG0068'
 CG0068'R.M. 2 IS A STANDARD DISK STAMPED TED NO 2 1960, SET IN A SQUARE
 CG0068'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND IS 23.0 FEET SOUTH
 CG0068'OF THE WITNESS POST.
 CG0068'
 CG0068'TRIANGULATION STATION CORN CAN BE USED AS AN AZIMUTH MARK.
 CG0068
 CG0068                          STATION RECOVERY (1960)
 CG0068
 CG0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CG0068'5.5 MI W FROM BENSON.
 CG0068'5.5 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U.S. HIGHWAY
 CG0068'80, 4.8 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE, 3.1 FEET SOUTH OF
 CG0068'WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CG0068'PROJECTING 6 INCHES.
 CG0068
 CG0068                          STATION RECOVERY (1973)
 CG0068
 CG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CG0068'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 CG0068'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED AND
 CG0068'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 CG0068'
 CG0068'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, TED 1960 NO 3 1973.
 CG0068'IT IS SET IN A DRILL HOLE IN TOP OF A 12 X 18 INCH BOULDER WHICH
 CG0068'PROJECTS 4 INCHES.  IT IS 2-1/2 FEET SOUTH OF THE NORTH RIGHT OF
 CG0068'WAY FENCE LINE.
 CG0068'
 CG0068'THE 1960 ROUTE TO THE STATION IS ADEQUATE.
 CG0068'
 CG0068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES WEST
 CG0068'OF BENSON
 CG0068
 CG0068                          STATION RECOVERY (1979)
 CG0068
 CG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0068'5.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0068'OVERPASS AT BENSON, 0.15 MILE EAST OF MILE POST 300, 140 FEET NORTH
 CG0068'OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANES, 249 FEET EAST OF
 CG0068'A POWER POLE WITH A TRANSFORMER, 16.5 FEET SOUTH OF THE CENTERLINE OF
 CG0068'A DIRT ROAD AND 4.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 CG0068'THE MARK IS 3 FT  S FROM A WITNESS POST.
 CG0068'THE MARK IS 2 FT ABOVE HIGHWAY.
 CG0068
 CG0068                          STATION RECOVERY (2006)
 CG0068
 CG0068'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0068'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 IN GOOD
 CG0068'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0069 ***********************************************************************
 CG0069  DESIGNATION -  TED RM 1
 CG0069  PID         -  CG0069
 CG0069  STATE/COUNTY-  AZ/COCHISE
 CG0069  USGS QUAD   -  MESCAL (1983)
 CG0069
 CG0069                         *CURRENT SURVEY CONTROL
 CG0069  ___________________________________________________________________
 CG0069* NAD 83(1986)-  31 57 48.     (N)    110 23 05.     (W)     SCALED    
 CG0069* NAVD 88     -      1276.161  (meters)    4186.87   (feet)  ADJUSTED  
 CG0069  ___________________________________________________________________
 CG0069  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0069  DYNAMIC HT  -        1274.244 (meters)    4180.58  (feet)  COMP
 CG0069  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 CG0069
 CG0069  VERT ORDER  -  FIRST     CLASS II
 CG0069
 CG0069.The horizontal coordinates were scaled from a topographic map and have
 CG0069.an estimated accuracy of +/- 6 seconds.
 CG0069
 CG0069.The orthometric height was determined by differential leveling
 CG0069.and adjusted in June 1991.
 CG0069
 CG0069.The geoid height was determined by GEOID03.
 CG0069
 CG0069.The dynamic height is computed by dividing the NAVD 88
 CG0069.geopotential number by the normal gravity value computed on the
 CG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0069.degrees latitude (g = 980.6199 gals.).
 CG0069
 CG0069.The modeled gravity was interpolated from observed gravity values.
 CG0069
 CG0069;                    North         East    Units  Estimated Accuracy
 CG0069;SPC AZ E     -   106,820.      192,750.      MT  (+/- 180 meters Scaled)
 CG0069
 CG0069                          SUPERSEDED SURVEY CONTROL
 CG0069
 CG0069  NGVD 29 (??/??/92) 1275.327  (m)         4184.14   (f) ADJ UNCH    1 2
 CG0069
 CG0069.Superseded values are not recommended for survey control.
 CG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0069.See file dsdata.txt to determine how the superseded data were derived.
 CG0069
 CG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA581365(NAD 83)
 CG0069_MARKER: DR = REFERENCE MARK DISK
 CG0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0069_STAMPING: TED NO 1 1960
 CG0069_PROJECTION: PROJECTING 8 CENTIMETERS
 CG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0069+STABILITY: SURFACE MOTION
 CG0069
 CG0069  HISTORY     - Date     Condition        Report By
 CG0069  HISTORY     - 1960     MONUMENTED       CGS
 CG0069  HISTORY     - 1979     GOOD             NGS
 CG0069  HISTORY     - 20060908 GOOD             GEOCAC
 CG0069
 CG0069                          STATION DESCRIPTION
 CG0069
 CG0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0069'5.5 MI W FROM BENSON.
 CG0069'5.5 MILES WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0069'80, 27.1 FEET EAST OF WITNESS POST, 1.0 FOOT SOUTH OF RIGHT-OF-WAY
 CG0069'FENCE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 3
 CG0069'INCHES.
 CG0069
 CG0069                          STATION RECOVERY (1979)
 CG0069
 CG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0069'5.1 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE OCOTILLO STREET
 CG0069'OVERPASS AT BENSON, 0.15 MILE EAST OF MILE POST 300, 144 FEET NORTH
 CG0069'OF THE CENTERLINE OF THE WESTBOUND LANES, 26.5 FEET EAST OF THE
 CG0069'STATION AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 CG0069'THE MARK IS 26 FT  E FROM A WITNESS POST.
 CG0069'THE MARK IS 2 FT ABOVE HIGHWAY CENTERLINE.
 CG0069
 CG0069                          STATION RECOVERY (2006)
 CG0069
 CG0069'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0834 ***********************************************************************
 CY0834  DESIGNATION -  TEE
 CY0834  PID         -  CY0834
 CY0834  STATE/COUNTY-  AZ/COCHISE
 CY0834  USGS QUAD   -  COCHISE (1985)
 CY0834
 CY0834                         *CURRENT SURVEY CONTROL
 CY0834  ___________________________________________________________________
 CY0834* NAD 83(1992)-  32 02 09.72928(N)    109 52 44.05660(W)     ADJUSTED  
 CY0834* NAVD 88     -      1274.09   (+/-2cm)    4180.1    (feet)  VERTCON   
 CY0834  ___________________________________________________________________
 CY0834  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CY0834  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CY0834  HORZ ORDER  -  SECOND
 CY0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0834
 CY0834.The horizontal coordinates were established by classical geodetic methods
 CY0834.and adjusted by the National Geodetic Survey in August 1993.
 CY0834
 CY0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0834.The vertical order pertains to the NGVD 29 superseded value.
 CY0834
 CY0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0834
 CY0834.The geoid height was determined by GEOID03.
 CY0834
 CY0834;                    North         East     Units Scale Factor Converg.
 CY0834;SPC AZ E     -   114,898.745   240,538.233   MT  0.99990911   +0 09 09.5
 CY0834;SPC AZ E     -   376,964.39    789,167.43   iFT  0.99990911   +0 09 09.5
 CY0834;UTM  12      - 3,544,979.405   605,854.991   MT  0.99973819   +0 35 41.1
 CY0834
 CY0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0834!SPC AZ E     -   0.99980426  x   0.99990911  =   0.99971339
 CY0834!UTM  12      -   0.99980426  x   0.99973819  =   0.99954250
 CY0834
 CY0834|---------------------------------------------------------------------|
 CY0834| PID    Reference Object                     Distance      Geod. Az  |
 CY0834|                                                           dddmmss.s |
 CY0834| CS5459 TEE RM 4                             13.492 METERS 13128     |
 CY0834| CY0827 M 79                                               1563936.0 |
 CY0834| CY1189 COCHISE CEN RAD DIRECTIONAL TR      APPROX. 0.6 KM 1800545.7 |
 CY0834| CY1191 PHOENIX EL PASO AWY BCN T 3         APPROX. 3.5 KM 2693647.4 |
 CY0834| CY0822 COAIR                               APPROX. 3.7 KM 2694550.7 |
 CY0834| CY0835 TEE RM 1                             31.801 METERS 27300     |
 CY0834| CY0836 TEE RM 2                             11.654 METERS 33740     |
 CY0834|---------------------------------------------------------------------|
 CY0834
 CY0834                          SUPERSEDED SURVEY CONTROL
 CY0834
 CY0834  NAD 83(1986)-  32 02 09.72092(N)    109 52 44.05563(W) AD(       ) 2
 CY0834  NAD 27      -  32 02 09.42500(N)    109 52 41.82000(W) AD(       ) 2
 CY0834  NGVD 29 (??/??/92) 1273.316  (m)         4177.54   (f) ADJ UNCH    2 0
 CY0834
 CY0834.Superseded values are not recommended for survey control.
 CY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0834.See file dsdata.txt to determine how the superseded data were derived.
 CY0834
 CY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0585544979(NAD 83)
 CY0834_MARKER: DS = TRIANGULATION STATION DISK
 CY0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0834+STABILITY: SURFACE MOTION
 CY0834
 CY0834  HISTORY     - Date     Condition        Report By
 CY0834  HISTORY     - 1935     MONUMENTED       CGS
 CY0834  HISTORY     - 1945     GOOD             CGS
 CY0834  HISTORY     - 1956     MARK NOT FOUND   USFS
 CY0834  HISTORY     - 1982     GOOD             LOCSUR
 CY0834  HISTORY     - 1982     GOOD             AZDT
 CY0834
 CY0834                          STATION DESCRIPTION
 CY0834
 CY0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY0834'STATION IS LOCATED AT A T-INTERSECTION OF THE MAIN CENTRAL
 CY0834'HIGHWAY FROM COCHISE TO DOUGLAS AND ANOTHER ROAD RUNNING E AND
 CY0834'W FROM MANZORO, A R.R. FLAG STATION.  IT IS IN T. 16 S., R.
 CY0834'24 E., PRACTICALLY AT THE SE CORNER OF SEC. 15 (AND CORNERS
 CY0834'OF SECS. 14, 22, 23).
 CY0834'
 CY0834'REACHED FROM COCHISE VIA THE MAIN ROAD TO DOUGLAS FOR 6.0
 CY0834'MILES TO THE T-INTERSECTION.  OR FROM THE BENSON-COCHISE ROAD
 CY0834'IN THE VICINITY OF MANZORO AND 0.1 MILE S OF THE UNDERPASS
 CY0834'AT SIGN READING C W A PROJ. B 38.  HERE GO E 5.5 MILES TO
 CY0834'THE SAME T-INTERSECTION.  THE STATION IS ONE PACE SW OF THE
 CY0834'NE RIGHT-OF-WAY FENCE AND IN LINE WITH THE N RIGHT-OF-WAY FENCE
 CY0834'OF THE E-W ROAD.
 CY0834'
 CY0834'SURFACE, UNDERGROUND, REFERENCE MARKS 1 AND 2 ARE BRONZE
 CY0834'DISKS SET IN CONCRETE.
 CY0834'
 CY0834'REFERENCE MARK 3 (AZIMUTH MARK) IS 422 PACES DISTANT, SSW,
 CY0834'ON THE LEFT SIDE OF THE HIGHWAY AND IN THE FENCE LINE.  IT
 CY0834'IS BRONZE BENCH-MARK DISK M 79 1934.
 CY0834
 CY0834                          STATION RECOVERY (1945)
 CY0834
 CY0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0834'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CY0834'REFERENCE MARK 3 (AZIMUTH MARK) WAS FOUND TO BE OBSTRUCTED
 CY0834'BY A TELEPHONE POLE AND STATION COAIR IS NOW BEING USED FOR
 CY0834'AZIMUTH MARK.
 CY0834'
 CY0834'THE STATION IS LOCATED ABOUT 6.2 MILES SSE OF COCHISE AT
 CY0834'THE INTERSECTION OF THE ROAD LEADING TO THE COCHISE AIRPORT
 CY0834'AND U.S. HIGHWAY 666.  THIS INTERSECTION IS ABOUT 1/4 MILE
 CY0834'N OF AN AIRWAY DIRECTION STATION.
 CY0834'
 CY0834'TO REACH THE STATION FROM THE DEPOT IN COCHISE, GO SSE ON
 CY0834'U.S. HIGHWAY 666 FOR 6.2 MILES TO THE INTERSECTION OF THE
 CY0834'ROAD LEADING TO THE RIGHT TO THE COCHISE AIRPORT AND THE
 CY0834'STATION.
 CY0834'
 CY0834'STATION MARK IS A BRONZE STATION DISK SET IN A 12 INCH SQUARE
 CY0834'CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED TEE 1935.
 CY0834'IT IS 36 FEET NNE OF THE INTERSECTION OF THE CENTERS OF THE
 CY0834'TWO ROADS, 31.6 FEET NNW OF A WITNESS POST SET IN THE FENCE,
 CY0834'7.8 FEET SSE OF TELEPHONE POLE NO. 173, AND 6 FEET WSW OF THE
 CY0834'FENCE LINE.
 CY0834'
 CY0834'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12 INCH
 CY0834'SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS STAMPED
 CY0834'TEE NO 1 1935.  IT IS W OF THE STATION AND ABOUT LEVEL WITH IT.
 CY0834'IT IS 65 FEET WSW OF THE CENTER OF U.S. HIGHWAY 666 AND 37
 CY0834'FEET NW OF THE CENTER OF THE AIRPORT ROAD.
 CY0834'
 CY0834'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12 INCH
 CY0834'SQUARE CONCRETE POST PROJECTING ABOUT 1 INCH AND IS STAMPED
 CY0834'TEE NO 2 1935.  IT IS NNW OF THE STATION AND ABOUT LEVEL WITH
 CY0834'IT.  IT IS 30 FEET ENE OF U.S. HIGHWAY 666 AND 5 FEET WSW OF
 CY0834'THE FENCE.
 CY0834'
 CY0834'REFERENCE MARK 3 (AZIMUTH MARK) IS A BRONZE BENCH MARK SET
 CY0834'IN A 10 INCH SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES
 CY0834'AND IS STAMPED M 79 1934.  IT IS SSE OF THE STATION AND ABOUT
 CY0834'LEVEL WITH IT.  IT IS 33 FEET E OF U.S. HIGHWAY 666, 2 FEET
 CY0834'W OF THE FENCE, AND 1.6 FEET N OF A WITNESS POST.  THE MARK
 CY0834'IS OBSTRUCTED BY A TELEPHONE POLE AND CANNOT BE SEEN FROM
 CY0834'THE STATION.  STATION COAIR HAS BEEN USED FOR THE AZIMUTH MARK.
 CY0834
 CY0834                          STATION RECOVERY (1956)
 CY0834
 CY0834'RECOVERY NOTE BY US FOREST SERVICE 1956 (WFB)
 CY0834'TEE, C AND GS 1935 TABLET NOT FOUND.  R.M. NO. 2 WAS FOUND
 CY0834'BUT HAD BEEN KNOCKED OUT BY GRADER.  IDENTIFIED BY DESCRIPTION.
 CY0834
 CY0834                          STATION RECOVERY (1982)
 CY0834
 CY0834'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BM)
 CY0834'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN DATA DESCRIPTION
 CY0834'CAP - STATION WAS BURIED BENEATH 6 INCHES OF DIRT.
 CY0834'
 CY0834'R.M. 2 DESTROYED - LOCATED BUT PLOWED UP BY GRADER.
 CY0834
 CY0834                          STATION RECOVERY (1982)
 CY0834
 CY0834'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CY0834'STATION IS LOCATED 6.2 MILES SOUTH SOUTHEAST OF COCHISE, ARIZONA, ON
 CY0834'U.S.HWY 666.
 CY0834'
 CY0834'THE STATION AND REFERENCE MARKS WERE RECOVERED.  REFERENCE MARKS WERE
 CY0834'STAMPED 2 AND 4.  THE STATION AND REFERECE MARK 4 WERE IN GOOD
 CY0834'CONDITION.  REFERENCE MARK 2 WAS LOOSE AND WAS RESET.  A NEW ROUTE TO
 CY0834'THE STATION FOLLOWS.
 CY0834'
 CY0834'TO REACH FROM TRAFFIC INTERSECTION OF I-10 AND U.S. HWY 666, TRAVEL
 CY0834'SOUTHEAST ON HWY 666 FOR 11.1 MILES TO DRAGOON RD ON THE RIGHT.
 CY0834'STATION IS ON THE LEFT BETWEEN A TELEPHONE POLE AND DRAGOON RD SIGN.
 CY0834'30 FEET EAST OF THE CENTERLINE OF HWY 666 AND 7.9 FEET SW OF CENTER
 CY0834'OF TELEPHONE POLE AND 4.6 FEET NORTHEAST OF DRAGOON RD SIGN.  WITNESS
 CY0834'SIGN 8 FEET NORTH ON A TELEPHONE POLE AND 5 FEET SOUTH ON THE POST OF
 CY0834'THE DRAGOON ROAD SIGN.  AZIMUTH MARK WAS RECOVERED BUT IS BLOCKED FROM
 CY0834'VIEW BY A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0149 ***********************************************************************
 FR0149  DESIGNATION -  TEE
 FR0149  PID         -  FR0149
 FR0149  STATE/COUNTY-  AZ/COCONINO
 FR0149  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0149
 FR0149                         *CURRENT SURVEY CONTROL
 FR0149  ___________________________________________________________________
 FR0149* NAD 83(1992)-  35 15 24.91394(N)    112 08 45.79217(W)     ADJUSTED  
 FR0149* NAVD 88     -      2122.523  (meters)    6963.64   (feet)  ADJUSTED  
 FR0149  ___________________________________________________________________
 FR0149  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 FR0149  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FR0149  DYNAMIC HT  -        2119.533 (meters)    6953.83  (feet)  COMP
 FR0149  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 FR0149
 FR0149  HORZ ORDER  -  SECOND
 FR0149  VERT ORDER  -  SECOND    CLASS 0
 FR0149
 FR0149.The horizontal coordinates were established by classical geodetic methods
 FR0149.and adjusted by the National Geodetic Survey in August 1993.
 FR0149
 FR0149.The orthometric height was determined by differential leveling
 FR0149.and adjusted in June 1991.
 FR0149
 FR0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0149
 FR0149.The geoid height was determined by GEOID03.
 FR0149
 FR0149.The dynamic height is computed by dividing the NAVD 88
 FR0149.geopotential number by the normal gravity value computed on the
 FR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0149.degrees latitude (g = 980.6199 gals.).
 FR0149
 FR0149.The modeled gravity was interpolated from observed gravity values.
 FR0149
 FR0149;                    North         East     Units Scale Factor Converg.
 FR0149;SPC AZ C     -   472,099.002   192,487.439   MT  0.99990537   -0 07 56.7
 FR0149;SPC AZ C     - 1,548,881.24    631,520.47   iFT  0.99990537   -0 07 56.7
 FR0149;UTM  12      - 3,902,137.098   395,746.326   MT  0.99973394   -0 39 41.8
 FR0149
 FR0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0149!SPC AZ C     -   0.99967066  x   0.99990537  =   0.99957606
 FR0149!UTM  12      -   0.99967066  x   0.99973394  =   0.99940469
 FR0149
 FR0149:                Primary Azimuth Mark                     Grid Az
 FR0149:SPC AZ C     -  TEE AZ MK                                081 21 36.4
 FR0149:UTM  12      -  TEE AZ MK                                081 53 21.5
 FR0149
 FR0149|---------------------------------------------------------------------|
 FR0149| PID    Reference Object                     Distance      Geod. Az  |
 FR0149|                                                           dddmmss.s |
 FR0149| CH3481 TEE AZ MK                                          0811339.7 |
 FR0149| FR0150 TEE RM 1                             26.262 METERS 22555     |
 FR0149| FR0148 TEE RM 2                             26.896 METERS 33802     |
 FR0149|---------------------------------------------------------------------|
 FR0149
 FR0149                          SUPERSEDED SURVEY CONTROL
 FR0149
 FR0149  NAD 83(1986)-  35 15 24.91173(N)    112 08 45.78847(W) AD(       ) 2
 FR0149  NAD 27      -  35 15 24.86880(N)    112 08 43.19810(W) AD(       ) 2
 FR0149  NGVD 29 (??/??/92) 2121.530  (m)         6960.39   (f) ADJ UNCH    2 0
 FR0149
 FR0149.Superseded values are not recommended for survey control.
 FR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0149.See file dsdata.txt to determine how the superseded data were derived.
 FR0149
 FR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9574602137(NAD 83)
 FR0149_MARKER: DS = TRIANGULATION STATION DISK
 FR0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0149_STAMPING: TEE 1958
 FR0149_MARK LOGO: CGS   
 FR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0149+STABILITY: SURFACE MOTION
 FR0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0149+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0149
 FR0149  HISTORY     - Date     Condition        Report By
 FR0149  HISTORY     - 1958     MONUMENTED       CGS
 FR0149  HISTORY     - 1958     GOOD             CGS
 FR0149  HISTORY     - 1959     GOOD             CGS
 FR0149  HISTORY     - 1971     GOOD             AZHD
 FR0149  HISTORY     - 1982     GOOD             NGS
 FR0149  HISTORY     - 20000715 GOOD             AZDT
 FR0149
 FR0149                          STATION DESCRIPTION
 FR0149
 FR0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0149'THE STATION IS ABOUT 2 MILES EAST OF WILLIAMS AND 400 FEET
 FR0149'SOUTHEAST OF THE EASTERN INTERSECTION OF U.S. HIGHWAY 66
 FR0149'AND 89 AND STATE HIGHWAY 64, IN A SMALL GRASSY CLEARING
 FR0149'BETWEEN THE TREES.
 FR0149'
 FR0149'TO REACH THE STATION FROM THE INTERSECTION OF BILL WILLIAMS
 FR0149'AVENUE AND FIRST STREET IN WILLIAMS, GO EAST ON BILL WILLIAMS
 FR0149'AVENUE, WHICH IS THE EASTBOUND LANE OF U.S. HIGHWAY 66 AND 89,
 FR0149'FOR 1.8 MILES TO A ROAD RIGHT AT SIGNA ARIZONA HIGHWAY
 FR0149'MAINTAINENCE CAMP AND EMERGENCY RADIO FACILITIES.  THIS ROAD IS
 FR0149'0.3 MILE WEST OF THE GRAND CANYON JUNCTION OF U.S. HIGHWAY
 FR0149'66 AND 89 AND ARIZONA STATE HIGHWAY 64.  TURN RIGHT ON THE
 FR0149'PAVED ROAD FOR 0.05 MILE TO A GRAVELED ROAD LEFT, TURN
 FR0149'LEFT AND FOLLOW THE MAIN ROAD THROUGH A GATE AND PAST A BORROW
 FR0149'PIT FOR 0.35 MILE TO A TRACK ROAD LEFT THAT WINDS BETWEEN
 FR0149'THE TREES.  GO LEFT FOR 0.2 MILE TO THE END OF THE TRACK
 FR0149'ROAD AND THE STATION ON THE LEFT.
 FR0149'
 FR0149'THE STATION MARK IS A STANDARD DISK STAMPED TEE 1958, SET IN
 FR0149'A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 28 FEET
 FR0149'SOUTH OF A WITNESS POST.
 FR0149'
 FR0149'R.M. 1 IS A STANDARD DISK STAMPED TEE NO 1 1958, SET IN A
 FR0149'DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS 113 FEET
 FR0149'SOUTHWEST OF THE WITNESS POST.
 FR0149'
 FR0149'R.M. 2 IS A STANDARD DISK STAMPED TEE NO 2 1958, SET IN A
 FR0149'DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS 73
 FR0149'FEET NORTHWEST OF A WITNESS POST.
 FR0149
 FR0149                          STATION RECOVERY (1958)
 FR0149
 FR0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0149'2.0 MI E FROM WILLIAMS.
 FR0149'GO EAST ALONG U.S. HIGHWAY 66 AND 89 FOR 2.0 MILES FROM THE POST
 FR0149'OFFICE IN WILLIAMS, TURN RIGHT ON PAVED ROAD AND GO 0.05 MILE TO A
 FR0149'GRAVEL ROAD LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD THROUGH A GATE
 FR0149'AND PAST A BORROW PIT FOR 0.35 MILE TO A TRACK ROAD, TURN LEFT ON THE
 FR0149'TRACK ROAD AND GO 0.2 MILE TO ITS END AND THE BENCH MARK ON THE LEFT,
 FR0149'28 FEET SOUTH OF A WITNESS POST AND SET IN THE TOP OF A 12 INCH SQUARE
 FR0149'MONUMENT THAT IS FLUSH WITH THE GROUND.
 FR0149
 FR0149                          STATION RECOVERY (1959)
 FR0149
 FR0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FR0149'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FR0149'ALL MARKS WERE FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 FR0149'ESTABLISHED.
 FR0149'
 FR0149'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 66
 FR0149'AND 89 AND STATE HIGHWAY 64, WHICH IS ABOUT 2 MILES EAST OF
 FR0149'WILLIAMS, GO EAST ON U.S. HIGHWAYS 66 AND 89 FOR 0.8 MILE TO THE
 FR0149'AZIMUTH MARK ON THE LEFT.
 FR0149'
 FR0149'THE AZIMUTH MARK, STAMPED TEE 1958, IS A STANDARD DISK CEMENTED
 FR0149'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.  IT IS
 FR0149'207 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 66 AND 89 AND 29.8
 FR0149'FEET NORTHEAST OF A WITNESS POST SIGN.
 FR0149
 FR0149                          STATION RECOVERY (1971)
 FR0149
 FR0149'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0149'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS
 FR0149'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC
 FR0149'AND GS IN 1958 AND 1959.  THE AZIMUTH MARK WAS NOT RECOVERED.
 FR0149
 FR0149                          STATION RECOVERY (1982)
 FR0149
 FR0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0149'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
 FR0149
 FR0149                          STATION RECOVERY (2000)
 FR0149
 FR0149'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1099 ***********************************************************************
 ES1099  DESIGNATION -  TEE
 ES1099  PID         -  ES1099
 ES1099  STATE/COUNTY-  AZ/NAVAJO
 ES1099  USGS QUAD   -  HIBBARD (1970)
 ES1099
 ES1099                         *CURRENT SURVEY CONTROL
 ES1099  ___________________________________________________________________
 ES1099* NAD 83(1992)-  34 55 20.69759(N)    110 30 06.35768(W)     ADJUSTED  
 ES1099* NAVD 88     -      1522.8    (meters)    4996.     (feet)  VERTCON   
 ES1099  ___________________________________________________________________
 ES1099  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ES1099  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES1099  HORZ ORDER  -  SECOND
 ES1099
 ES1099.The horizontal coordinates were established by classical geodetic methods
 ES1099.and adjusted by the National Geodetic Survey in August 1993.
 ES1099
 ES1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1099
 ES1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1099
 ES1099.The geoid height was determined by GEOID03.
 ES1099
 ES1099;                    North         East     Units Scale Factor Converg.
 ES1099;SPC AZ E     -   435,019.172   182,743.549   MT  0.99991155   -0 11 30.6
 ES1099;SPC AZ E     - 1,427,228.25    599,552.33   iFT  0.99991155   -0 11 30.6
 ES1099;UTM  12      - 3,864,552.621   545,507.746   MT  0.99962552   +0 17 06.8
 ES1099
 ES1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1099!SPC AZ E     -   0.99976484  x   0.99991155  =   0.99967641
 ES1099!UTM  12      -   0.99976484  x   0.99962552  =   0.99939045
 ES1099
 ES1099|---------------------------------------------------------------------|
 ES1099| PID    Reference Object                     Distance      Geod. Az  |
 ES1099|                                                           dddmmss.s |
 ES1099| CD3719 TEE RM 2                              5.499 METERS 18954     |
 ES1099| CD3718 TEE RM 1                             12.360 METERS 24445     |
 ES1099| ES1101 CHEV                                APPROX. 2.9 KM 2695013.1 |
 ES1099|---------------------------------------------------------------------|
 ES1099
 ES1099                          SUPERSEDED SURVEY CONTROL
 ES1099
 ES1099  NAD 83(1986)-  34 55 20.69197(N)    110 30 06.36040(W) AD(       ) 2
 ES1099  NAD 27      -  34 55 20.60200(N)    110 30 03.90280(W) AD(       ) 2
 ES1099  NGVD 29 (07/19/86) 1522.0    (m)         4993.     (f) VERT ANG    3  
 ES1099
 ES1099.Superseded values are not recommended for survey control.
 ES1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1099.See file dsdata.txt to determine how the superseded data were derived.
 ES1099
 ES1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4550864553(NAD 83)
 ES1099_MARKER: DS = TRIANGULATION STATION DISK
 ES1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1099
 ES1099  HISTORY     - Date     Condition        Report By
 ES1099  HISTORY     - 1959     MONUMENTED       CGS
 ES1099
 ES1099                          STATION DESCRIPTION
 ES1099
 ES1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1099'THE STATION IS LOCATED IN FLAT, DESERT, GRAZING LAND, ABOUT
 ES1099'12.5 MILES EAST-SOUTHEAST OF WINSLOW, 3 MILES SOUTHWEST OF
 ES1099'APACHE BUTTE AND 1.5 MILES EAST OF A HIGH STEEL BRIDGE OVER
 ES1099'CHEVELON CREEK.
 ES1099'
 ES1099'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO SOUTH
 ES1099'ON ARIZONA STATE HIGHWAY 65 FOR 1.0 MILE TO A FORK.  TAKE THE
 ES1099'LEFT FORK AND GO EAST-SOUTHEAST 4.6 MILES TO THE END OF THE
 ES1099'PAVEMENT JUST AFTER CROSSING THE CLEAR CREEK RESERVOIR.
 ES1099'CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD FOR 1.7 MILES TO A
 ES1099'FORK AND SIGN CHEVELON BRIDGE 8 MI., JOSEPH CITY 25 MI.,
 ES1099'HOLBROOK 35 MI., TURN LEFT AND GO EASTERLY 6.6 MILES TO A BRIDGE
 ES1099'OVER CHEVELON CREEK.  CONTINUE STRAIGHT AHEAD ON THE GRADED
 ES1099'ROAD FOR 2.0 MILES TO A STOCK GUARD, TURN LEFT ON THE WEST
 ES1099'SIDE OF THE FENCE AND GO NORTH FOR 1.0 MILE TO A T FENCE
 ES1099'CORNER AND THE STATION.
 ES1099'
 ES1099'THE STATION MARK, STAMPED TEE 1959, IS A STANDARD DISK CEMENTED
 ES1099'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ES1099'3 INCHES.  IT IS 18 FEET NORTH OF A T FENCE CORNER AND 3.0 FEET
 ES1099'EAST OF A FENCE AND WITNESS POST.
 ES1099'
 ES1099'REFERENCE MARK 1, STAMPED TEE NO 1 1959, IS A STANDARD DISK
 ES1099'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER THAT PROJECTS
 ES1099'3 INCHES.  IT IS 40.0 FEET SOUTHWEST OF THE WITNESS POST, 33
 ES1099'FEET WEST OF THE T FENCE CORNER AND 1 FOOT NORTH OF THE FENCE.
 ES1099'
 ES1099'REFERENCE MARK 2, STAMPED T 18 S 26 T 18 S 25 S 35 R17 E S 36
 ES1099'R17 E 1920, IS A GENERAL LAND OFFICE DISK BOLTED TO A 2 INCH
 ES1099'IRON PIPE THAT PROJECTS 18 INCHES.  IT IS IN THE T FENCE
 ES1099'CORNER, 15.1 FEET SOUTH OF THE WITNESS POST.
 ES1099'
 ES1099'TRIANGULATION STATION CHEV CAN BE USED AS AN AZIMUTH MARK.
 ES1099'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0150 ***********************************************************************
 FR0150  DESIGNATION -  TEE RM 1
 FR0150  PID         -  FR0150
 FR0150  STATE/COUNTY-  AZ/COCONINO
 FR0150  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0150
 FR0150                         *CURRENT SURVEY CONTROL
 FR0150  ___________________________________________________________________
 FR0150* NAD 83(1986)-  35 15 24.     (N)    112 08 46.     (W)     SCALED    
 FR0150* NAVD 88     -      2122.372  (meters)    6963.15   (feet)  ADJUSTED  
 FR0150  ___________________________________________________________________
 FR0150  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FR0150  DYNAMIC HT  -        2119.383 (meters)    6953.34  (feet)  COMP
 FR0150  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 FR0150
 FR0150  VERT ORDER  -  SECOND    CLASS 0
 FR0150
 FR0150.The horizontal coordinates were scaled from a topographic map and have
 FR0150.an estimated accuracy of +/- 6 seconds.
 FR0150
 FR0150.The orthometric height was determined by differential leveling
 FR0150.and adjusted in June 1991.
 FR0150
 FR0150.The geoid height was determined by GEOID03.
 FR0150
 FR0150.The dynamic height is computed by dividing the NAVD 88
 FR0150.geopotential number by the normal gravity value computed on the
 FR0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0150.degrees latitude (g = 980.6199 gals.).
 FR0150
 FR0150.The modeled gravity was interpolated from observed gravity values.
 FR0150
 FR0150;                    North         East    Units  Estimated Accuracy
 FR0150;SPC AZ C     -   472,070.      192,480.      MT  (+/- 180 meters Scaled)
 FR0150
 FR0150                          SUPERSEDED SURVEY CONTROL
 FR0150
 FR0150  NGVD 29 (??/??/92) 2121.380  (m)         6959.89   (f) ADJ UNCH    2 0
 FR0150
 FR0150.Superseded values are not recommended for survey control.
 FR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0150.See file dsdata.txt to determine how the superseded data were derived.
 FR0150
 FR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE957021(NAD 83)
 FR0150_MARKER: DR = REFERENCE MARK DISK
 FR0150_SETTING: 80 = SET IN A BOULDER
 FR0150_SP_SET: BOULDER
 FR0150_STAMPING: TEE NO 1 1958
 FR0150_MARK LOGO: CGS   
 FR0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0150+STABILITY: SURFACE MOTION
 FR0150
 FR0150  HISTORY     - Date     Condition        Report By
 FR0150  HISTORY     - 1958     MONUMENTED       CGS
 FR0150  HISTORY     - 1982     GOOD             NGS
 FR0150
 FR0150                          STATION DESCRIPTION
 FR0150
 FR0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0150'2.0 MI E FROM WILLIAMS.
 FR0150'2.0 MILES EAST ALONG U.S HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0150'WILLIAMS, TURN RIGHT ON PAVED ROAD AND GO 0.05 MILE TO A GRAVEL ROAD
 FR0150'LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD THROUGH A GATE AND PAST A
 FR0150'BORROW PIT FOR 0.35 MILE TO A TRACK ROAD, TURN LEFT ON THE TRACK ROAD
 FR0150'AND GO 0.2 MILE TO ITS END AND THE BENCH MARK, 113 FEET SOUTHWEST OF A
 FR0150'WITNESS POST AND SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FR0150'INCHES.
 FR0150
 FR0150                          STATION RECOVERY (1982)
 FR0150
 FR0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0150'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0148 ***********************************************************************
 FR0148  DESIGNATION -  TEE RM 2
 FR0148  PID         -  FR0148
 FR0148  STATE/COUNTY-  AZ/COCONINO
 FR0148  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0148
 FR0148                         *CURRENT SURVEY CONTROL
 FR0148  ___________________________________________________________________
 FR0148* NAD 83(1986)-  35 15 24.     (N)    112 08 46.     (W)     SCALED    
 FR0148* NAVD 88     -      2120.714  (meters)    6957.71   (feet)  ADJUSTED  
 FR0148  ___________________________________________________________________
 FR0148  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 FR0148  DYNAMIC HT  -        2117.726 (meters)    6947.91  (feet)  COMP
 FR0148  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 FR0148
 FR0148  VERT ORDER  -  SECOND    CLASS 0
 FR0148
 FR0148.The horizontal coordinates were scaled from a topographic map and have
 FR0148.an estimated accuracy of +/- 6 seconds.
 FR0148
 FR0148.The orthometric height was determined by differential leveling
 FR0148.and adjusted in June 1991.
 FR0148
 FR0148.The geoid height was determined by GEOID03.
 FR0148
 FR0148.The dynamic height is computed by dividing the NAVD 88
 FR0148.geopotential number by the normal gravity value computed on the
 FR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0148.degrees latitude (g = 980.6199 gals.).
 FR0148
 FR0148.The modeled gravity was interpolated from observed gravity values.
 FR0148
 FR0148;                    North         East    Units  Estimated Accuracy
 FR0148;SPC AZ C     -   472,070.      192,480.      MT  (+/- 180 meters Scaled)
 FR0148
 FR0148                          SUPERSEDED SURVEY CONTROL
 FR0148
 FR0148  NGVD 29 (??/??/92) 2119.722  (m)         6954.45   (f) ADJ UNCH    2 0
 FR0148
 FR0148.Superseded values are not recommended for survey control.
 FR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0148.See file dsdata.txt to determine how the superseded data were derived.
 FR0148
 FR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE957021(NAD 83)
 FR0148_MARKER: DR = REFERENCE MARK DISK
 FR0148_SETTING: 80 = SET IN A BOULDER
 FR0148_SP_SET: BOULDER
 FR0148_STAMPING: TEE NO 2 1958
 FR0148_MARK LOGO: CGS   
 FR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0148+STABILITY: SURFACE MOTION
 FR0148
 FR0148  HISTORY     - Date     Condition        Report By
 FR0148  HISTORY     - 1958     MONUMENTED       CGS
 FR0148  HISTORY     - 1982     GOOD             NGS
 FR0148
 FR0148                          STATION DESCRIPTION
 FR0148
 FR0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0148'2.0 MI E FROM WILLIAMS.
 FR0148'2.0 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0148'WILLIAMS, TURN RIGHT ON PAVED ROAD AND GO 0.05 MILE TO A GRAVEL ROAD
 FR0148'LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD THROUGH A GATE AND PAST A
 FR0148'BORROW PIT FOR 0.35 MILE TO A TRACK ROAD, TURN LEFT ON THE TRACK ROAD
 FR0148'AND GO 0.2 MILE TO ITS END AND THE BENCH MARK, 73 FEET NORTHWEST OF A
 FR0148'WITNESS POST AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6
 FR0148'INCHES.
 FR0148
 FR0148                          STATION RECOVERY (1982)
 FR0148
 FR0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0148'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0921 ***********************************************************************
 FQ0921  DESIGNATION -  TEES TO
 FQ0921  PID         -  FQ0921
 FQ0921  STATE/COUNTY-  AZ/NAVAJO
 FQ0921  USGS QUAD   -  HAUKE MESA (1991)
 FQ0921
 FQ0921                         *CURRENT SURVEY CONTROL
 FQ0921  ___________________________________________________________________
 FQ0921* NAD 83(1992)-  35 30 25.99099(N)    110 19 01.30680(W)     ADJUSTED  
 FQ0921* NAVD 88     -      2082.4    (meters)    6832.     (feet)  VERTCON   
 FQ0921  ___________________________________________________________________
 FQ0921  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 FQ0921  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 FQ0921  HORZ ORDER  -  THIRD
 FQ0921
 FQ0921.The horizontal coordinates were established by classical geodetic methods
 FQ0921.and adjusted by the National Geodetic Survey in August 1993.
 FQ0921
 FQ0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0921
 FQ0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0921
 FQ0921.The geoid height was determined by GEOID03.
 FQ0921
 FQ0921;                    North         East     Units Scale Factor Converg.
 FQ0921;SPC AZ E     -   499,852.592   199,720.236   MT  0.99990229   -0 05 14.4
 FQ0921;SPC AZ E     - 1,639,936.33    655,250.12   iFT  0.99990229   -0 05 14.4
 FQ0921;UTM  12      - 3,929,508.567   561,935.635   MT  0.99964727   +0 23 48.1
 FQ0921
 FQ0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0921!SPC AZ E     -   0.99967680  x   0.99990229  =   0.99957912
 FQ0921!UTM  12      -   0.99967680  x   0.99964727  =   0.99932419
 FQ0921
 FQ0921:                Primary Azimuth Mark                     Grid Az
 FQ0921:SPC AZ E     -  STAR                                     005 05 59.2
 FQ0921:UTM  12      -  STAR                                     004 36 56.7
 FQ0921
 FQ0921|---------------------------------------------------------------------|
 FQ0921| PID    Reference Object                     Distance      Geod. Az  |
 FQ0921|                                                           dddmmss.s |
 FQ0921| FQ0917 STAR                                APPROX.13.8 KM 0050044.8 |
 FQ0921| CS3417 TEES TO RM 1                         17.364 METERS 15459     |
 FQ0921| CS3418 TEES TO RM 2                         16.362 METERS 29516     |
 FQ0921|---------------------------------------------------------------------|
 FQ0921
 FQ0921                          SUPERSEDED SURVEY CONTROL
 FQ0921
 FQ0921  NAD 83(1986)-  35 30 25.98959(N)    110 19 01.30880(W) AD(       ) 3
 FQ0921  NGVD 29 (02/23/90) 2081.4    (m)         6829.     (f) VERT ANG    3  
 FQ0921
 FQ0921.Superseded values are not recommended for survey control.
 FQ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0921.See file dsdata.txt to determine how the superseded data were derived.
 FQ0921
 FQ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE6193629509(NAD 83)
 FQ0921_MARKER: DS = TRIANGULATION STATION DISK
 FQ0921_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0921_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FQ0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0921+STABILITY: POSITION/ELEVATION WELL
 FQ0921
 FQ0921  HISTORY     - Date     Condition        Report By
 FQ0921  HISTORY     - 1965     MONUMENTED       USGS
 FQ0921  HISTORY     - 1966     GOOD             USGS
 FQ0921
 FQ0921                          STATION DESCRIPTION
 FQ0921
 FQ0921'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0921'LOCATED ABOUT 23 MI S. OF POLACCA, ABOUT 5 MI E. OF TEES TO
 FQ0921'TRADING POST.  AT HIGHEST POINT OF LARGE MESA.
 FQ0921'
 FQ0921'TO REACH FROM WHITE CONE, DRIVE 9.1 MI S. ON HOLBROOK RD. TO
 FQ0921'T-RD. W.  TURN RIGHT 3.8 MI TO NA AH TEE TRADING POST.  CONTINUE
 FQ0921'0.3 MI SW. TO Y-RD.  TURN RIGHT 0.6 MI TO Y-RD.  TURN RIGHT 0.9
 FQ0921'MI TO Y-RD.  TURN RIGHT 0.8 MI TO Y-RD.  TURN RIGHT 0.2 MI TO
 FQ0921'Y-RD.  TURN LEFT UP RIDGE AND OUT OF DRAIN BOTTOM 0.3 MI TO
 FQ0921'Y-RD.  TURN LEFT 1.6 MI TO Y-RD.  TURN RIGHT 0.3 MI TO Y-RD.
 FQ0921'TURN RIGHT 3.4 MI TO FRAME HOGAN.  CONTINUE W. 1.9 MI TO Y-RD.
 FQ0921'TURN RIGHT 0.9 MI.  TURN RIGHT CROSS-COUNTRY W. TOWARD HIGH CLIFFS
 FQ0921'AND UP BOX CANYON ABOUT 0.4 MI TO END OF TRUCK TRAVEL.  WALK NW.
 FQ0921'UP CANYON AND FOLLOW RIDGE SW. TO HIGHEST POINT AND STATION.
 FQ0921'ABOUT A 35-MINUTE PACK.
 FQ0921'
 FQ0921'STATION MARK--STANDARD TABLET STAMPED---TEES TO 1965---, CEMENTED
 FQ0921'IN DRILL HOLE IN ROCK OUTCROP.
 FQ0921'
 FQ0921'RM 1--STANDARD RM TABLET STAMPED---TEES TO NO 1 1965---, WEDGED IN
 FQ0921'DRILL HOLE IN ROCK OUTCROP, ABOUT 1 FT LOWER THAN STATION MARK.
 FQ0921'
 FQ0921'RM 2--STANDARD RM TABLET STAMPED---TEES TO NO 2 1965---, CEMENTED
 FQ0921'IN DRILL HOLE IN ROCK OUTCROP.
 FQ0921
 FQ0921                          STATION RECOVERY (1966)
 FQ0921
 FQ0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FQ0921'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2081 ***********************************************************************
 DV2081  DESIGNATION -  TELEGRAPH PASS RESET
 DV2081  PID         -  DV2081
 DV2081  STATE/COUNTY-  AZ/MARICOPA
 DV2081  USGS QUAD   -  LONE BUTTE (1973)
 DV2081
 DV2081                         *CURRENT SURVEY CONTROL
 DV2081  ___________________________________________________________________
 DV2081* NAD 83(1992)-  33 20 01.02720(N)    112 03 47.77147(W)     ADJUSTED  
 DV2081* NAVD 88     -       823.8    (meters)    2703.     (feet)  VERTCON   
 DV2081  ___________________________________________________________________
 DV2081  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DV2081  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV2081  HORZ ORDER  -  FIRST
 DV2081
 DV2081.The horizontal coordinates were established by classical geodetic methods
 DV2081.and adjusted by the National Geodetic Survey in August 1993.
 DV2081
 DV2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2081
 DV2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2081
 DV2081.The geoid height was determined by GEOID03.
 DV2081
 DV2081;                    North         East     Units Scale Factor Converg.
 DV2081;SPC AZ C     -   258,758.226   199,712.614   MT  0.99990230   -0 04 50.0
 DV2081;SPC AZ C     -   848,944.31    655,225.11   iFT  0.99990230   -0 04 50.0
 DV2081;UTM  12      - 3,688,777.510   401,046.990   MT  0.99972072   -0 35 03.6
 DV2081
 DV2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2081!SPC AZ C     -   0.99987535  x   0.99990230  =   0.99977767
 DV2081!UTM  12      -   0.99987535  x   0.99972072  =   0.99959611
 DV2081
 DV2081|---------------------------------------------------------------------|
 DV2081| PID    Reference Object                     Distance      Geod. Az  |
 DV2081|                                                           dddmmss.s |
 DV2081| CH5555 TELEGRAPH PASS RM 1                  23.556 METERS 02313     |
 DV2081| CH5557 TELEGRAPH PASS RM 3                   9.704 METERS 06749     |
 DV2081| CH5554 TELEGRAPH PASS AZ MK                               1411912.8 |
 DV2081| CH5556 TELEGRAPH PASS RM 2                  16.521 METERS 16815     |
 DV2081|---------------------------------------------------------------------|
 DV2081
 DV2081                          SUPERSEDED SURVEY CONTROL
 DV2081
 DV2081  NAD 83(1986)-  33 20 01.02152(N)    112 03 47.77692(W) AD(       ) 1
 DV2081  NAD 27      -  33 20 00.85289(N)    112 03 45.24793(W) AD(       ) 1
 DV2081  NGVD 29 (07/19/86)  823.2    (m)         2701.     (f) VERT ANG    3  
 DV2081
 DV2081.Superseded values are not recommended for survey control.
 DV2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2081.See file dsdata.txt to determine how the superseded data were derived.
 DV2081
 DV2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0104788778(NAD 83)
 DV2081_MARKER: DS = TRIANGULATION STATION DISK
 DV2081_SETTING: 66 = SET IN ROCK OUTCROP
 DV2081_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2081+STABILITY: POSITION/ELEVATION WELL
 DV2081
 DV2081  HISTORY     - Date     Condition        Report By
 DV2081  HISTORY     - 1935     MONUMENTED       CGS
 DV2081  HISTORY     - 1955     GOOD             CGS
 DV2081  HISTORY     - 1962     GOOD             CGS
 DV2081  HISTORY     - 1963     GOOD             CGS
 DV2081  HISTORY     - 1966     GOOD             AMS
 DV2081  HISTORY     - 1982     GOOD             AZDT
 DV2081  HISTORY     - 1986     GOOD             AZDT
 DV2081
 DV2081                          STATION DESCRIPTION
 DV2081
 DV2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DV2081'ON THE HIGHEST POINT OF THE RANGE OF HILLS, ABOUT 10 MILES,
 DV2081'AIR LINE, SOUTH OF PHOENIX, AND ONE-HALF MILE SOUTH OF TELEGRAPH
 DV2081'PASS.  THE U.S. GEOLOGICAL SURVEY MARK WAS FOUND OUT OF PLACE,
 DV2081'AND THE COAST AND GEODETIC SURVEY MARK WAS SET IN THE SAME
 DV2081'POSITION AS THE ORIGINAL MARK HAD OCCUPIED.  MARKED BY A STANDARD
 DV2081'BRONZE DISK.  REFERENCE MARK NO. 1,
 DV2081'A STANDARD BRONZE REFERENCE DISK, IS 23.742 METERS
 DV2081'(77.89 FEET) FROM STATION.
 DV2081'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK
 DV2081'IS 16.521 METERS (54.20 FEET) FROM STATION.
 DV2081
 DV2081                          STATION RECOVERY (1955)
 DV2081
 DV2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DV2081'THE STATION IS SET IN ROCK OUTCROP ON HIGHEST PEAK IN SOUTH
 DV2081'MOUNTAINS AND IS STAMPED TELEGRAPH 1935.
 DV2081'
 DV2081'TO REACH FROM THE INTERSECTION OF S. CENTRAL AVENUE AND BASELINE
 DV2081'ROAD IN PHOENIX, GO S ON PAVED ROAD INTO SOUTH MOUNTAIN PARK
 DV2081'FOR 2.6 MILES TO ROAD FORKS.  GO LEFT FORK AROUND CURVE
 DV2081'E AND UP LONG GRADE (SUMMIT DRIVE) FOR 3.4 MILES TO ROAD
 DV2081'FORK.  TAKE RIGHT FORK AND GO E FOR 0.85 MILES TO ROAD FORKS.
 DV2081'TURN RIGHT AND GO APPROXIMATELY 1.5 MILES TO HIGHEST PEAK
 DV2081'AND LARGEST TV TOWER AND STATION SITE.
 DV2081
 DV2081                          STATION RECOVERY (1962)
 DV2081
 DV2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV2081'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 DV2081'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN
 DV2081'DESTROYED DUE TO CONSTRUCTION OF A TELEVISION TRANSMITTING
 DV2081'BUILDING.  REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE ESTABLISHED
 DV2081'AT THIS TIME.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 DV2081'REFERENCE MARK NO. 1.
 DV2081'
 DV2081'DUE TO CONSTRUCTION OF TELEVISION TRANSMITTING BUILDING, A
 DV2081'COMPLETE NEW DESCRIPTION FOLLOWS--
 DV2081'
 DV2081'STATION IS LOCATED ABOUT 10 MILES SOUTH OF PHOENIX, ON TOP
 DV2081'OF SOUTH MOUNTAIN WHICH HAS 3 TELEVISION TOWERS AND 1 TELEVISION
 DV2081'MAST BUILT ON TOP OF MOUNTAIN AND IS UNDER KTVK TELEVISION TOWER.
 DV2081'
 DV2081'TO REACH FROM THE INTERSECTION OF S. CENTRAL AVENUE AND
 DV2081'BASELINE ROAD IN PHOENIX, GO SOUTH ON S. CENTRAL AVENUE FOR
 DV2081'2.45 MILES TO A TOLL GATE, CONTINUE AHEAD 0.15 MILE TO CROSSROAD
 DV2081'AND SIGN DOBBINS LOOKOUT POINT, CONTINUE STRAIGHT AHEAD AND
 DV2081'FOLLOW MAIN ROAD FOR 1.3 MILES TO FORK, KEEP LEFT FORK AND
 DV2081'FOLLOW WINDING MAIN ROAD FOR 3.35 MILE TO REVERSE FORK, KEEP
 DV2081'RIGHT AND GO 0.8 MILE TO FORK, TURN RIGHT AND FOLLOW MAIN
 DV2081'WINDING ROAD FOR 1.25 MILES TO SIDE ROAD RIGHT, (TO REACH THE
 DV2081'AZIMUTH MARK FROM HERE CONTINUE SOUTH AND EASTERLY FOR 0.2
 DV2081'MILE TO PARKING AREA AND AZIMUTH MARK AS DESCRIBED), TO
 DV2081'STATION TURN RIGHT AND GO 0.05 MILE TO FORK, KEEP RIGHT AND GO
 DV2081'0.15 MILE TO SUMMIT OF RIDGE, TURN LEFT AND GO WESTERLY
 DV2081'ALONG RIDGE FOR 0.05 MILE TO KTVK TELEVISION TOWER AND
 DV2081'STATION AS DESCRIBED.
 DV2081'
 DV2081'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED TELEGRAPH
 DV2081'1935, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 DV2081'REINFORCED BY CONCRETE WHICH MEASURES 1-1/2 FEET BY 2 FEET AND
 DV2081'PROJECTS ABOUT 8 INCHES.  THE MARK IS 38 FEET WEST OF THE
 DV2081'NORTHWEST CORNER OF TRANSMITTING BUILDING, 33 FEET NORTH
 DV2081'OF THE SOUTHWEST CORNER OF TRANSMITTING BUILDING AND 5.5
 DV2081'FEET SOUTH OF THE SOUTH LEG OF TOWER.
 DV2081'
 DV2081'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED TELEGRAPH
 DV2081'NO 1 1935, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DV2081'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS
 DV2081'85 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF TRANSMITTING
 DV2081'BUILDING, 59 FEET NORTH OF THE NORTHEAST LEG OF TOWER AND 51
 DV2081'FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF TOWER.
 DV2081'
 DV2081'REFERENCE MARK 3, IS A CROSS CHISELED IN TOP OF A 1 INCH
 DV2081'LEG BOLT WHICH SECURES THE NORTHEAST LEG OF TELEVISION TOWER
 DV2081'TO A CONCRETE FOUNDATION AND IS ABOUT 4 FEET HIGHER THAN THE
 DV2081'SURFACE OF THE GROUND.  THE MARK IS 27 FEET NORTH OF THE NORTHWEST
 DV2081'CORNER OF TRANSMITTING BUILDING.
 DV2081'
 DV2081'AZIMUTH MARK, A STANDARD AZIMUTH DISK CEMENTED IN A DRILL
 DV2081'HOLE IN TOP OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 DV2081'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 186 FEET SOUTHWEST
 DV2081'OF A SMALL CONCRETE BUILDING AND 6 FEET SOUTH OF THE SOUTH
 DV2081'EDGE OF THE PARKING AREA.
 DV2081'
 DV2081'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2081
 DV2081                          STATION RECOVERY (1963)
 DV2081
 DV2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2081'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 3 AND THE
 DV2081'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION
 DV2081'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DIRECTION
 DV2081'TO THE AZIMUTH MARK WAS CHECKED.  A DIFFERENCE IN THE DISTANCE
 DV2081'TO REFERENCE MARK 1 WAS FOUND AND THE DISTANCE TO REFERENCE
 DV2081'MARK 3 WAS CHECKED.  THE DIRECTION TO THE REFERENCE MARKS
 DV2081'WAS NOT TAKEN AT THIS TIME.
 DV2081'
 DV2081'THE 1962 DESCRIPTION AND THE TO REACH STATION AND ALL MARKS
 DV2081'IS ADEQUATE.
 DV2081
 DV2081                          STATION RECOVERY (1966)
 DV2081
 DV2081'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 DV2081'STATION MARK RECOVERED IN GOOD CONDITION.
 DV2081
 DV2081                          STATION RECOVERY (1982)
 DV2081
 DV2081'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV2081'THE STATION WAS RECOVERED AS DESCRIBED IN 1962.  THE ROUTE TO THE
 DV2081'STATION IS ADEQUATE.
 DV2081
 DV2081                          STATION RECOVERY (1986)
 DV2081
 DV2081'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2081'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 DV2081'CONDITION.  THE AZ1MUTH MARK WAS MISSED DUE TO ROAD CHANGES AND MAY BE
 DV2081'IN PLACE.  THE 1962 ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0277 ***********************************************************************
 GQ0277  DESIGNATION -  TELEPHONE
 GQ0277  PID         -  GQ0277
 GQ0277  STATE/COUNTY-  AZ/COCONINO
 GQ0277  USGS QUAD   -  TELEPHONE HILL (1988)
 GQ0277
 GQ0277                         *CURRENT SURVEY CONTROL
 GQ0277  ___________________________________________________________________
 GQ0277* NAD 83(1992)-  36 32 45.78877(N)    112 10 27.19364(W)     ADJUSTED  
 GQ0277* NAVD 88     -      2706.3    (meters)    8879.     (feet)  VERTCON   
 GQ0277  ___________________________________________________________________
 GQ0277  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 GQ0277  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 GQ0277  HORZ ORDER  -  SECOND
 GQ0277
 GQ0277.The horizontal coordinates were established by classical geodetic methods
 GQ0277.and adjusted by the National Geodetic Survey in June 1998.
 GQ0277
 GQ0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0277
 GQ0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0277
 GQ0277.The geoid height was determined by GEOID03.
 GQ0277
 GQ0277;                    North         East     Units Scale Factor Converg.
 GQ0277;SPC AZ C     -   615,129.894   190,301.428   MT  0.99990655   -0 09 12.1
 GQ0277;SPC AZ C     - 2,018,142.70    624,348.52   iFT  0.99990655   -0 09 12.1
 GQ0277;UTM  12      - 4,045,157.751   394,902.523   MT  0.99973608   -0 41 57.4
 GQ0277
 GQ0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0277!SPC AZ C     -   0.99957882  x   0.99990655  =   0.99948541
 GQ0277!UTM  12      -   0.99957882  x   0.99973608  =   0.99931501
 GQ0277
 GQ0277|---------------------------------------------------------------------|
 GQ0277| PID    Reference Object                     Distance      Geod. Az  |
 GQ0277|                                                           dddmmss.s |
 GQ0277| CH3483 TELEPHONE RM 1                       30.617 METERS 03250     |
 GQ0277| GQ0367 TRUMBULL                            APPROX.87.7 KM 2602252.2 |
 GQ0277| CH3482 TELEPHONE AZ MK                                    2835038.8 |
 GQ0277| CH3484 TELEPHONE RM 2                       30.562 METERS 31827     |
 GQ0277|---------------------------------------------------------------------|
 GQ0277
 GQ0277                          SUPERSEDED SURVEY CONTROL
 GQ0277
 GQ0277  NAD 83(1992)-  36 32 45.78877(N)    112 10 27.19364(W) AD(       ) 2
 GQ0277  NAD 83(1986)-  36 32 45.78564(N)    112 10 27.18938(W) AD(       ) 2
 GQ0277  NAD 27      -  36 32 45.83800(N)    112 10 24.56000(W) AD(       ) 2
 GQ0277  NGVD 29 (07/19/86) 2705.0    (m)         8875.     (f) VERT ANG    3  
 GQ0277
 GQ0277.Superseded values are not recommended for survey control.
 GQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0277.See file dsdata.txt to determine how the superseded data were derived.
 GQ0277
 GQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF9490345158(NAD 83)
 GQ0277_MARKER: DS = TRIANGULATION STATION DISK
 GQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0277
 GQ0277  HISTORY     - Date     Condition        Report By
 GQ0277  HISTORY     - 1953     MONUMENTED       CGS
 GQ0277  HISTORY     - 1965     GOOD             CGS
 GQ0277
 GQ0277                          STATION DESCRIPTION
 GQ0277
 GQ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0277'THE STATION IS LOCATED IN THE KAIBAB NATIONAL FOREST ON A
 GQ0277'VERY PROMINENT HILL AND IS THE HIGHEST IN THE VICINITY.  THE
 GQ0277'HILL IS KNOWN AS TELEPHONE HILL AND IS COVERED WITH HEAVY
 GQ0277'TIMBER.  IT IS 11 MILES, AIRLINE, SOUTH OF JACOB LAKE AND 11
 GQ0277'MILES EAST-SOUTHEAST OF THE BIG SPRINGS RANGER STATION, ABOUT
 GQ0277'9 MILES NORTH OF THE KAIBAB LODGE AND 0.25 MILE EAST OF THE
 GQ0277'ARIZONA STATE HIGHWAY 67.  IT IS 90 FEET NORTH OF A TRACK
 GQ0277'ROAD.  80 FEET NORTH OF A TRIANGULAR BLAZED 10 INCH ASPEN
 GQ0277'TREE AND 24 FEET NORTHEAST OF A TRIANGULAR BLAZED 12 INCH
 GQ0277'PINE TREE.
 GQ0277'
 GQ0277'REACHED FROM THE JACOB LAKE POST OFFICE BY GOING SOUTH ON
 GQ0277'STATE HIGHWAY 67 FOR 13.2 MILES TO A TRACK ROAD LEFT AND SIGN
 GQ0277'TELEPHONE HILL.  TURN LEFT AS PER SIGN AND GO 0.4 MILE IN
 GQ0277'A SOUTHEASTERLY DIRECTION TO THE AZIMUTH MARK ON THE LEFT.
 GQ0277'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A BLAZED TREE AND
 GQ0277'THE STATION ON THE LEFT.
 GQ0277'
 GQ0277'THE STATION IS A STANDARD DISK STAMPED TELEPHONE 1953.  IT IS
 GQ0277'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 GQ0277'
 GQ0277'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TELEPHONE NO 1
 GQ0277'1953.  IT IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 GQ0277'4 INCHES.
 GQ0277'
 GQ0277'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TELEPHONE NO
 GQ0277'2 1953.  IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GQ0277'4 INCHES.
 GQ0277'
 GQ0277'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TELEPHONE 1953.
 GQ0277'IT IS CEMENTED IN A DRILL HOLE IN A BURIED BOULDER WHICH IS FLUSH.
 GQ0277'IT IS 9 FEET NORTH OF THE ROAD TO THE STATION AND 4 FEET NORTH
 GQ0277'OF A WHITE WITNESS POST.
 GQ0277
 GQ0277                          STATION RECOVERY (1965)
 GQ0277
 GQ0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0277'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GQ0277'IN GOOD CONDITION.  THE DESCRIPTION ON HOW TO REACH THE
 GQ0277'STATION WAS FOUND TO BE COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0556 ***********************************************************************
 ES0556  DESIGNATION -  TELL
 ES0556  PID         -  ES0556
 ES0556  STATE/COUNTY-  AZ/YAVAPAI
 ES0556  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0556
 ES0556                         *CURRENT SURVEY CONTROL
 ES0556  ___________________________________________________________________
 ES0556* NAD 83(1992)-  34 45 04.15461(N)    111 40 08.03652(W)     ADJUSTED  
 ES0556* NAVD 88     -      1609.406  (meters)    5280.19   (feet)  ADJUSTED  
 ES0556  ___________________________________________________________________
 ES0556  LAPLACE CORR-           9.12  (seconds)                    DEFLEC99
 ES0556  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ES0556  DYNAMIC HT  -        1607.253 (meters)    5273.13  (feet)  COMP
 ES0556  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 ES0556
 ES0556  HORZ ORDER  -  SECOND
 ES0556  VERT ORDER  -  SECOND    CLASS 0
 ES0556
 ES0556.The horizontal coordinates were established by classical geodetic methods
 ES0556.and adjusted by the National Geodetic Survey in August 1993.
 ES0556
 ES0556.The orthometric height was determined by differential leveling
 ES0556.and adjusted in June 1991.
 ES0556
 ES0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0556
 ES0556.The geoid height was determined by GEOID03.
 ES0556
 ES0556.The dynamic height is computed by dividing the NAVD 88
 ES0556.geopotential number by the normal gravity value computed on the
 ES0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0556.degrees latitude (g = 980.6199 gals.).
 ES0556
 ES0556.The modeled gravity was interpolated from observed gravity values.
 ES0556
 ES0556;                    North         East     Units Scale Factor Converg.
 ES0556;SPC AZ C     -   415,998.389   236,044.271   MT  0.99990634   +0 08 28.4
 ES0556;SPC AZ C     - 1,364,824.11    774,423.46   iFT  0.99990634   +0 08 28.4
 ES0556;UTM  12      - 3,845,651.274   438,777.154   MT  0.99964620   -0 22 52.7
 ES0556
 ES0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0556!SPC AZ C     -   0.99975126  x   0.99990634  =   0.99965762
 ES0556!UTM  12      -   0.99975126  x   0.99964620  =   0.99939755
 ES0556
 ES0556|---------------------------------------------------------------------|
 ES0556| PID    Reference Object                     Distance      Geod. Az  |
 ES0556|                                                           dddmmss.s |
 ES0556| ES0557 TELL RM 1                            10.242 METERS 02412     |
 ES0556| ES0562 HIGH                                APPROX. 6.3 KM 2332556.0 |
 ES0556| ES0555 TELL RM 2                            12.009 METERS 28809     |
 ES0556|---------------------------------------------------------------------|
 ES0556
 ES0556                          SUPERSEDED SURVEY CONTROL
 ES0556
 ES0556  NAD 83(1986)-  34 45 04.14939(N)    111 40 08.03357(W) AD(       ) 2
 ES0556  NAD 27      -  34 45 04.08070(N)    111 40 05.48460(W) AD(       ) 2
 ES0556  NGVD 29 (??/??/92) 1608.579  (m)         5277.48   (f) ADJ UNCH    2 0
 ES0556
 ES0556.Superseded values are not recommended for survey control.
 ES0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0556.See file dsdata.txt to determine how the superseded data were derived.
 ES0556
 ES0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3877745651(NAD 83)
 ES0556_MARKER: DS = TRIANGULATION STATION DISK
 ES0556_SETTING: 80 = SET IN A BOULDER
 ES0556_SP_SET: BOULDER
 ES0556_STAMPING: TELL 1959
 ES0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0556+STABILITY: SURFACE MOTION
 ES0556
 ES0556  HISTORY     - Date     Condition        Report By
 ES0556  HISTORY     - 1959     MONUMENTED       CGS
 ES0556  HISTORY     - 1959     GOOD             CGS
 ES0556  HISTORY     - 1967     GOOD             CGS
 ES0556
 ES0556                          STATION DESCRIPTION
 ES0556
 ES0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0556'THE STATION IS ABOUT 10 MILES AIR-LINE SOUTHEAST OF SEDONA,
 ES0556'ABOUT 5 MILES AIR-LINE NORTH OF THE U.S. FOREST SERVICE RANGER
 ES0556'STATION AT BEAVER CREEK AND ABOUT 1/2 MILE SOUTHEAST OF
 ES0556'INTERSTATE HIGHWAY 17.
 ES0556'
 ES0556'TO REACH THE STATION FROM THE POST OFFICE IN SEDONA GO SOUTH
 ES0556'ON U.S. HIGHWAY 89A FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT AND
 ES0556'GO EAST ON MACADAM ROAD FOR 0.3 MILE TO A T ROAD JUNCTION AT
 ES0556'THE EAST END OF THE BRIDGE OVER OAK CREEK.  HERE TURN RIGHT
 ES0556'AND FOLLOW HARD SURFACE ROAD SOUTH AND SOUTHEAST FOR 6.6
 ES0556'MILES TO THE END OF THE HARD SURFACE, CONTINUE STRAIGHT AHEAD
 ES0556'SOUTH AND EAST ON THE GRAVELED ROAD FOR 7.5 MILES TO THE
 ES0556'JUNCTION WITH INTERSTATE HIGHWAY 17.  TURN LEFT ON INTERSTATE
 ES0556'HIGHWAY 17 AND GO NORTHEASTERLY FOR 7.0 MILES TO THE APPROACH
 ES0556'TO AN UNDER PASS, KEEP RIGHT AND GO 0.2 MILE TO THE UNDER
 ES0556'PASS.  THEN TURN RIGHT AND FOLLOW GRAVELED ROAD EAST FOR
 ES0556'0.1 MILE TO A CATTLE GUARD, CONTINUE EAST ON THE GRAVELED
 ES0556'ROAD FOR 0.3 MILE TO A T ROAD JUNCTION, TURN RIGHT AND
 ES0556'FOLLOW THE GRAVELED ROAD SOUTH FOR 0.9 MILE TO A TRACK
 ES0556'ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD EAST FOR
 ES0556'0.2 MILE, HERE LEAVE THE TRACK ROAD AND TURN SOUTH PICKING
 ES0556'THE WAY THRU THE STUMPS FOR 0.1 MILE TO A SLIGHT RISE AND
 ES0556'THE STATION.
 ES0556'
 ES0556'THE STATION MARK, STAMPED TELL 1959, IS A STANDARD DISK
 ES0556'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 ES0556'IT IS 9.3 FEET WEST OF THE WITNESS POST.
 ES0556'
 ES0556'REFERENCE MARK NO. 1, STAMPED TELL NO 1 1959, IS A STANDARD
 ES0556'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 ES0556'INCHES.  IT IS 31.1 FEET NORTH OF THE WITNESS POST.
 ES0556'
 ES0556'REFERENCE MARK NO. 2, STAMPED TELL NO 2 1959, IS A STANDARD
 ES0556'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 ES0556'IT IS 48.5 FEET WEST OF THE WITNESS POST.
 ES0556'
 ES0556'TRIANGULATION STATION HIGH WILL SERVE AS THE AZIMUTH MARK, SEE
 ES0556'DESCRIPTION THEREOF.
 ES0556
 ES0556                          STATION RECOVERY (1959)
 ES0556
 ES0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0556'10.0 MI SE FROM SEDONA.
 ES0556'0.3 MILE SOUTH ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN SEDONA,
 ES0556'THENCE 0.3 MILE EAST ON THE MACADAM ROAD TO THE EAST END OF THE BRIDGE
 ES0556'OVER OAK CREEK, THENCE 6.6 MILES SOUTHERLY ON THE HARD SURFACE ROAD TO
 ES0556'THE END OF THE HARD SURFACE.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 ES0556'ROAD FOR 7.5 MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 17, THENCE
 ES0556'NORTHEASTERLY FOR 7.0 MILES TO THE APPROACH TO AN UNDERPASS, KEEP EAST
 ES0556'OF THE HIGHWAY FOR 0.2 MILE, THENCE 0.4 MILE EAST ALONG THE GRAVELED
 ES0556'ROAD TO A T ROAD JUNCTION, THENCE 1.0 MILE SOUTH ALONG THE GRAVELED
 ES0556'ROAD, THENCE ABOUT 0.1 MILE EAST TO A SLIGHT RISE, 9.3 FEET WEST OF
 ES0556'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0556'6 INCHES.
 ES0556
 ES0556                          STATION RECOVERY (1967)
 ES0556
 ES0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ES0556'THE STATION MARK AND THE AZIMUTH MARK (TRIANGULATION STATION
 ES0556'HIGH) WERE FOUND IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 ES0556'DESTROYED.  THE DISKS WERE TAKEN BUT THE STEMS STILL REMAIN
 ES0556'IMBEDDED IN THE BOULDERS.
 ES0556'
 ES0556'TO REACH THE STATION FROM SEDONA, GO SOUTHEASTERLY ON ARIZONA
 ES0556'179 TO ITS JUNCTION WITH ARIZONA 79.  TRAVEL NORTHEASTERLY ON
 ES0556'ARIZONA 79 FOR 7.0 MILES TO THE STONEMAN LAKE EXIT.  LEAVE
 ES0556'THE HIGHWAY HERE AND GO 0.2 MILES TO A STOP SIGN AND
 ES0556'CROSSROAD.  TURN RIGHT, EAST, AND FOLLOW THE GRAVEL ROAD FOR
 ES0556'0.1 MILES TO A CATTLEGUARD.  CONTINUE EAST FOR 0.3 MILES TO A
 ES0556'T-ROAD.  TURN RIGHT, SOUTH, AND FOLLOW THE DIRT ROAD FOR 0.9
 ES0556'MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT, EAST, AND
 ES0556'FOLLOW THE TRACK ROAD FOR 0.2 MILES.  HERE LEAVE THE ROAD AND
 ES0556'PICK YOUR WAY SOUTH THROUGH THE STUMPS AND ROCKS FOR 0.1 MILES
 ES0556'TO THE STATION ATOP A SLIGHT RISE.
 ES0556'
 ES0556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 ES0556'OF SEDONA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0396 ***********************************************************************
 CF0396  DESIGNATION -  TELL
 CF0396  PID         -  CF0396
 CF0396  STATE/COUNTY-  AZ/COCHISE
 CF0396  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0396
 CF0396                         *CURRENT SURVEY CONTROL
 CF0396  ___________________________________________________________________
 CF0396* NAD 83(1992)-  31 47 11.56983(N)    109 41 30.88352(W)     ADJUSTED  
 CF0396* NAVD 88     -      1292.45   (+/-2cm)    4240.3    (feet)  VERTCON   
 CF0396  ___________________________________________________________________
 CF0396  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CF0396  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CF0396  HORZ ORDER  -  SECOND
 CF0396  VERT ORDER  -  THIRD ? (See Below)
 CF0396
 CF0396.The horizontal coordinates were established by classical geodetic methods
 CF0396.and adjusted by the National Geodetic Survey in August 1993.
 CF0396
 CF0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0396.The vertical order pertains to the NGVD 29 superseded value.
 CF0396
 CF0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0396
 CF0396.The geoid height was determined by GEOID03.
 CF0396
 CF0396;                    North         East     Units Scale Factor Converg.
 CF0396;SPC AZ E     -    87,298.806   258,320.403   MT  0.99992492   +0 15 00.3
 CF0396;SPC AZ E     -   286,413.41    847,507.88   iFT  0.99992492   +0 15 00.3
 CF0396;UTM  12      - 3,517,521.227   623,846.102   MT  0.99978916   +0 41 20.9
 CF0396
 CF0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0396!SPC AZ E     -   0.99980137  x   0.99992492  =   0.99972631
 CF0396!UTM  12      -   0.99980137  x   0.99978916  =   0.99959057
 CF0396
 CF0396|---------------------------------------------------------------------|
 CF0396| PID    Reference Object                     Distance      Geod. Az  |
 CF0396|                                                           dddmmss.s |
 CF0396| CS5460 TELL RM 1                            10.808 METERS 17923     |
 CF0396| CS5461 TELL RM 2                             5.486 METERS 35326     |
 CF0396|---------------------------------------------------------------------|
 CF0396
 CF0396                          SUPERSEDED SURVEY CONTROL
 CF0396
 CF0396  NAD 83(1986)-  31 47 11.56588(N)    109 41 30.87578(W) AD(       ) 2
 CF0396  NGVD 29 (03/13/91) 1291.62   (m)         4237.6    (f) LEVELING    3  
 CF0396
 CF0396.Superseded values are not recommended for survey control.
 CF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0396.See file dsdata.txt to determine how the superseded data were derived.
 CF0396
 CF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2384617521(NAD 83)
 CF0396_MARKER: DS = TRIANGULATION STATION DISK
 CF0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0396+STABILITY: SURFACE MOTION
 CF0396
 CF0396  HISTORY     - Date     Condition        Report By
 CF0396  HISTORY     - 1982     MONUMENTED       AZDT
 CF0396
 CF0396                          STATION DESCRIPTION
 CF0396
 CF0396'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0396'THE STATION IS LOCATED 7 MILES NORTH OF ELFRIDA, ARIZONA, BESIDE U.S.
 CF0396'HWY 666.
 CF0396'
 CF0396'TO REACH THE STATION FROM THE POST OFFICE IN ELFRIDA, ARIZONA, TRAVEL
 CF0396'NORTH ALONG U.S. HWY 666 FOR 7.05 MILES TO THE STATION ON THE LEFT AT
 CF0396'A SIDE ROAD AND A CATTLE GUARD.
 CF0396'THE STATION MARK IS AN ADOT DISK STAMPED---TELL 1982---.  IT IS SET IN
 CF0396'TOP OF A 10 INCH CONCRETE MONUMENT, 25 FEET EAST OF THE RIGHT-OF-
 CF0396'WAY FENCE AND 3 FEET WEST OF THE WITNESS POST.  THE UNDERGROUND DISK
 CF0396'IS SET IN A IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 CF0396'SURFACE DISK.
 CF0396'
 CF0396'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---TELL RM 1---.  IT IS SET
 CF0396'IN TOP OF A 10 INCH CONCRETE MONUMENT, 45 FEET WEST OF THE CENTERLINE
 CF0396'OF THE HIGHWAY, LEVEL WITH THE GROUND.
 CF0396'
 CF0396'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---TELL RM 2---.  IT IS SET
 CF0396'IN TOP OF A CONCRETE HEADWALL OF A CATTLE GUARD.
 CF0396'
 CF0396'NO AZIMUTH MARK WAS SET FOR THIS STATION.  USE AZDT HAY OR USFS
 CF0396'FLATTOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0557 ***********************************************************************
 ES0557  DESIGNATION -  TELL RM 1
 ES0557  PID         -  ES0557
 ES0557  STATE/COUNTY-  AZ/YAVAPAI
 ES0557  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0557
 ES0557                         *CURRENT SURVEY CONTROL
 ES0557  ___________________________________________________________________
 ES0557* NAD 83(1986)-  34 45 04.     (N)    111 40 08.     (W)     SCALED    
 ES0557* NAVD 88     -      1609.625  (meters)    5280.91   (feet)  ADJUSTED  
 ES0557  ___________________________________________________________________
 ES0557  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ES0557  DYNAMIC HT  -        1607.472 (meters)    5273.85  (feet)  COMP
 ES0557  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 ES0557
 ES0557  VERT ORDER  -  SECOND    CLASS 0
 ES0557
 ES0557.The horizontal coordinates were scaled from a topographic map and have
 ES0557.an estimated accuracy of +/- 6 seconds.
 ES0557
 ES0557.The orthometric height was determined by differential leveling
 ES0557.and adjusted in June 1991.
 ES0557
 ES0557.The geoid height was determined by GEOID03.
 ES0557
 ES0557.The dynamic height is computed by dividing the NAVD 88
 ES0557.geopotential number by the normal gravity value computed on the
 ES0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0557.degrees latitude (g = 980.6199 gals.).
 ES0557
 ES0557.The modeled gravity was interpolated from observed gravity values.
 ES0557
 ES0557;                    North         East    Units  Estimated Accuracy
 ES0557;SPC AZ C     -   415,990.      236,050.      MT  (+/- 180 meters Scaled)
 ES0557
 ES0557                          SUPERSEDED SURVEY CONTROL
 ES0557
 ES0557  NGVD 29 (??/??/92) 1608.798  (m)         5278.20   (f) ADJ UNCH    2 0
 ES0557
 ES0557.Superseded values are not recommended for survey control.
 ES0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0557.See file dsdata.txt to determine how the superseded data were derived.
 ES0557
 ES0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD387456(NAD 83)
 ES0557_MARKER: DR = REFERENCE MARK DISK
 ES0557_SETTING: 80 = SET IN A BOULDER
 ES0557_SP_SET: BOULDER
 ES0557_STAMPING: TELL NO 1 1959
 ES0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0557+STABILITY: SURFACE MOTION
 ES0557
 ES0557  HISTORY     - Date     Condition        Report By
 ES0557  HISTORY     - 1959     MONUMENTED       CGS
 ES0557
 ES0557                          STATION DESCRIPTION
 ES0557
 ES0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0557'10.0 MI SE FROM SEDONA.
 ES0557'0.3 MILE SOUTH ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN SEDONA,
 ES0557'THENCE 0.3 MILE EAST ON THE MACADAM ROAD TO THE EAST END OF THE BRIDGE
 ES0557'OVER OAK CREEK, THENCE 6.6 MILES SOUTHERLY ON THE HARD SURFACE ROAD TO
 ES0557'THE END OF THE HARD SURFACE.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 ES0557'ROAD FOR 7.5 MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 17, THENCE
 ES0557'NORTHEASTERLY FOR 7.0 MILES TO THE APPROACH TO AN UNDERPASS, KEEP TO
 ES0557'THE EAST AND GO 0.2 MILE TO THE UNDERPASS, THENCE 0.4 MILE EAST ALONG
 ES0557'THE GRAVELED ROAD TO A T ROAD JUNCTION, THENCE 1.0 MILE SOUTH ALONG
 ES0557'THE GRAVELED ROAD, THENCE ABOUT 0.1 MILE EAST TO A SLIGHT RISE, 31.1
 ES0557'FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER
 ES0557'THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0555 ***********************************************************************
 ES0555  DESIGNATION -  TELL RM 2
 ES0555  PID         -  ES0555
 ES0555  STATE/COUNTY-  AZ/YAVAPAI
 ES0555  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0555
 ES0555                         *CURRENT SURVEY CONTROL
 ES0555  ___________________________________________________________________
 ES0555* NAD 83(1986)-  34 45 04.     (N)    111 40 08.     (W)     SCALED    
 ES0555* NAVD 88     -      1609.123  (meters)    5279.26   (feet)  ADJUSTED  
 ES0555  ___________________________________________________________________
 ES0555  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ES0555  DYNAMIC HT  -        1606.970 (meters)    5272.20  (feet)  COMP
 ES0555  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 ES0555
 ES0555  VERT ORDER  -  SECOND    CLASS 0
 ES0555
 ES0555.The horizontal coordinates were scaled from a topographic map and have
 ES0555.an estimated accuracy of +/- 6 seconds.
 ES0555
 ES0555.The orthometric height was determined by differential leveling
 ES0555.and adjusted in June 1991.
 ES0555
 ES0555.The geoid height was determined by GEOID03.
 ES0555
 ES0555.The dynamic height is computed by dividing the NAVD 88
 ES0555.geopotential number by the normal gravity value computed on the
 ES0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0555.degrees latitude (g = 980.6199 gals.).
 ES0555
 ES0555.The modeled gravity was interpolated from observed gravity values.
 ES0555
 ES0555;                    North         East    Units  Estimated Accuracy
 ES0555;SPC AZ C     -   415,990.      236,050.      MT  (+/- 180 meters Scaled)
 ES0555
 ES0555                          SUPERSEDED SURVEY CONTROL
 ES0555
 ES0555  NGVD 29 (??/??/92) 1608.295  (m)         5276.55   (f) ADJ UNCH    2 0
 ES0555
 ES0555.Superseded values are not recommended for survey control.
 ES0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0555.See file dsdata.txt to determine how the superseded data were derived.
 ES0555
 ES0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD387456(NAD 83)
 ES0555_MARKER: DR = REFERENCE MARK DISK
 ES0555_SETTING: 80 = SET IN A BOULDER
 ES0555_SP_SET: BOULDER
 ES0555_STAMPING: TELL NO 2 1959
 ES0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0555+STABILITY: SURFACE MOTION
 ES0555
 ES0555  HISTORY     - Date     Condition        Report By
 ES0555  HISTORY     - 1959     MONUMENTED       CGS
 ES0555
 ES0555                          STATION DESCRIPTION
 ES0555
 ES0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0555'10.0 MI SE FROM SEDONA.
 ES0555'0.3 MILE SOUTH ALONG U.S. HIGHWAY 89A FROM THE POST OFFICE IN SEDONA,
 ES0555'THENCE 0.3 MILE EAST TO THE EAST END OF THE BRIDGE OVER OAK CREEK,
 ES0555'THENCE 6.6 MILES SOUTHERLY ON THE HARD SURFACE ROAD TO THE END OF THE
 ES0555'HARD SURFACE.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 7.5
 ES0555'MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 17, THENCE NORTHEASTERLY
 ES0555'FOR 7.0 MILES TO THE APPROACH TO THE UNDERPASS, KEEP TO THE EAST AND
 ES0555'GO 0.2 MILE TO THE UNDERPASS, THENCE 0.4 MILE EAST ALONG THE GRAVELED
 ES0555'ROAD TO A T ROAD JUNCTION, THENCE 1.0 MILE SOUTH ALONG THE GRAVELED
 ES0555'ROAD, THENCE ABOUT 0.1 MILE EAST TO A SLIGHT RISE, 48.5 FEET WEST OF
 ES0555'THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES0555'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2173 ***********************************************************************
 DU2173  DESIGNATION -  TEMPE BUTTE
 DU2173  PID         -  DU2173
 DU2173  STATE/COUNTY-  AZ/MARICOPA
 DU2173  USGS QUAD   -  TEMPE (1982)
 DU2173
 DU2173                         *CURRENT SURVEY CONTROL
 DU2173  ___________________________________________________________________
 DU2173* NAD 83(1992)-  33 25 41.64433(N)    111 56 08.81134(W)     ADJUSTED  
 DU2173* NAVD 88     -       456.7    (meters)    1498.     (feet)  VERTCON   
 DU2173  ___________________________________________________________________
 DU2173  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DU2173  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU2173  HORZ ORDER  -  FIRST
 DU2173
 DU2173.The horizontal coordinates were established by classical geodetic methods
 DU2173.and adjusted by the National Geodetic Survey in August 1993.
 DU2173
 DU2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2173
 DU2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2173
 DU2173.The geoid height was determined by GEOID03.
 DU2173
 DU2173;                    North         East     Units Scale Factor Converg.
 DU2173;SPC AZ C     -   269,241.710   211,582.568   MT  0.99990004   -0 00 37.9
 DU2173;SPC AZ C     -   883,338.94    694,168.53   iFT  0.99990004   -0 00 37.9
 DU2173;UTM  12      - 3,699,154.080   413,006.449   MT  0.99969330   -0 30 56.0
 DU2173
 DU2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2173!SPC AZ C     -   0.99993297  x   0.99990004  =   0.99983301
 DU2173!UTM  12      -   0.99993297  x   0.99969330  =   0.99962629
 DU2173
 DU2173:                Primary Azimuth Mark                     Grid Az
 DU2173:SPC AZ C     -  SCOTTSDALE MOTOROLA WATER TANK           037 25 16.1
 DU2173:UTM  12      -  SCOTTSDALE MOTOROLA WATER TANK           037 55 34.2
 DU2173
 DU2173|---------------------------------------------------------------------|
 DU2173| PID    Reference Object                     Distance      Geod. Az  |
 DU2173|                                                           dddmmss.s |
 DU2173| DU2181 SCOTTSDALE MOTOROLA WATER TANK      APPROX. 4.9 KM 0372438.2 |
 DU2173| CH5559 TEMPE BUTTE RM 1                      5.046 METERS 05157     |
 DU2173| CH5560 TEMPE BUTTE RM 2                      6.975 METERS 13456     |
 DU2173| DU2267 BROADWAY                            APPROX. 3.8 KM 2305657.8 |
 DU2173| CH5561 TEMPE BUTTE RM 3                      3.140 METERS 25722     |
 DU2173| CH5558 TEMPE MILL AVE STA 0+48.25                         2762711.9 |
 DU2173| DU2174 TEMPE SALT R PROJECT RADIO TWR        2.595 METERS 32444     |
 DU2173| DU2177 TEMPE SALT R PROJECT RAD MAST       APPROX. 1.7 KM 3443940.0 |
 DU2173|---------------------------------------------------------------------|
 DU2173
 DU2173                          SUPERSEDED SURVEY CONTROL
 DU2173
 DU2173  NAD 83(1986)-  33 25 41.63793(N)    111 56 08.81609(W) AD(       ) 1
 DU2173  NAD 27      -  33 25 41.47460(N)    111 56 06.29310(W) AD(       ) 1
 DU2173  NGVD 29 (07/19/86)  456.1    (m)         1496.     (f) VERT ANG    3  
 DU2173
 DU2173.Superseded values are not recommended for survey control.
 DU2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2173.See file dsdata.txt to determine how the superseded data were derived.
 DU2173
 DU2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1300699154(NAD 83)
 DU2173_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DU2173_SETTING: 66 = SET IN ROCK OUTCROP
 DU2173_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2173+STABILITY: POSITION/ELEVATION WELL
 DU2173
 DU2173  HISTORY     - Date     Condition        Report By
 DU2173  HISTORY     - 1963     MONUMENTED       CGS
 DU2173  HISTORY     - 1967     GOOD             CGS
 DU2173  HISTORY     - 1971     GOOD             USE
 DU2173  HISTORY     - 1973     GOOD             NGS
 DU2173  HISTORY     - 1984     GOOD             AZDT
 DU2173  HISTORY     - 1989     GOOD             USPSQD
 DU2173  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 DU2173
 DU2173                          STATION DESCRIPTION
 DU2173
 DU2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2173'STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF THE BUSINESS DISTRICT
 DU2173'OF TEMPE AND ON THE HIGHEST POINT OF TEMPE BUTTE.
 DU2173'
 DU2173'TO REACH FROM THE JUNCTION OF MILL AVENUE AND 5TH STREET IN
 DU2173'TEMPE, GO NORTH ON MILL AVENUE FOR 0.2 MILE TO WEST 2ND STREET
 DU2173'AND THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE NORTH ON MILL
 DU2173'AVENUE FOR 0.15 MILE TO SIDE ROAD RIGHT JUST NORTH OF THE HAYDEN
 DU2173'FLOUR ELEVATOR, TURN RIGHT AND GO EAST ABOUT 100 YARDS THENCE
 DU2173'RIGHT, SOUTH, KEEPING TO THE EAST SIDE OF ELEVATOR FOR 0.1 MILE,
 DU2173'THEN GO LEFT ON TRACK ROAD THAT GOES EASTERLY UP BUTTE FOR 0.25
 DU2173'MILE TO TOP AND END FO TRUCK TRAVEL, FROM HERE PACK NORTHERLY
 DU2173'UP STEEP SLOPE FOR 100 YARDS TO TOP OF BUTTE AND STATION.
 DU2173'
 DU2173'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED TEMPE BUTTE
 DU2173'1963, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 DU2173'18 INCHES BELOW THE TOP OF ROCK THAT SURROUNDS THE DISK.  THE
 DU2173'MARK IS 7.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF CONCRETE
 DU2173'ROOF OF BUILDING, 6.4 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 DU2173'OF CONCRETE FOUNDATION FOR SALT RIVER PROJECT RADIO TOWER AND
 DU2173'4.7 FEET SOUTH OF THE SOUTHEAST CORNER OF CONCRETE FOUNDATION
 DU2173'FOR RADIO TOWER.
 DU2173'
 DU2173'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED TEMPE BUTTE
 DU2173'NO 1 1963, IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 DU2173'CONCRETE ROOF OF BUILDING AND IS ABOUT THE SAME ELEVATION AS THE
 DU2173'STATION MARK.
 DU2173'
 DU2173'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED TEMPE BUTTE
 DU2173'NO 2 1963, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 DU2173'IS SOUTH OF STATION MARK AND IS ABOUT 3 FEET LOWER IN ELEVATION
 DU2173'THAN THE STATION.  THE MARK IS 13.3 FEET SOUTEAST OF THE SOUTHWEST
 DU2173'CORNER OF BUILDING AND 8.1 FEET SOUTHEAST OF THE SOUTHWEST FENCE
 DU2173'CORNER.
 DU2173'
 DU2173'REFERENCE MARK 3, IS A BRASS DISK SET IN A DRILL HOLE IN OUTCROPPING
 DU2173'BEDROCK.  THERE IS NO STAMPING ON THE DISK BUT A CROSS MARKS THE
 DU2173'CENTER.  THE MARK IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 DU2173'STATION MARK.
 DU2173'
 DU2173'AZIMUTH MARK, A ARIZONA HIGHWAY DEPARTMENT ELEVATION STATION
 DU2173'DISK STAMPED 1162+16 0+4825 1961, IS CEMENTED IN A DRILL HOLE
 DU2173'IN THE NORTH WEST STREET CURB AT THE INTERSECTION OF MILL AVENUE
 DU2173'AND WEST 2ND STREET.
 DU2173'
 DU2173'THE MARK IS SET IN BUS STOP AREA AND IS PAINTED OVER WITH RED
 DU2173'PAINT.
 DU2173'
 DU2173'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DU2173
 DU2173                          STATION RECOVERY (1967)
 DU2173
 DU2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DU2173'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH ALL MARKS AS
 DU2173'DESCRIBED.
 DU2173'
 DU2173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH
 DU2173'OF TEMPE
 DU2173
 DU2173                          STATION RECOVERY (1971)
 DU2173
 DU2173'RECOVERY NOTE BY US ENGINEERS 1971 (EMB)
 DU2173'TEMPLE BUTTE - IN GOOD CONDITION, STATION IS INSIDE A CHAIN LINK
 DU2173'FENCE ENDOSURE, WITH A LOCKED GATE.
 DU2173'
 DU2173'R.M. 1 AND R.M. 3 - IN GOOD CONDITION.
 DU2173'
 DU2173'R.M. 2 - BATTERED, BUT IN PLACE (EVIDENCE OF PRYING)
 DU2173'
 DU2173'STATION DESCRIPTION IS ADEQUATE
 DU2173
 DU2173                          STATION RECOVERY (1973)
 DU2173
 DU2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2173'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DU2173'THE MARKS ARE ON THE INSIDE OF A CHAIN LINK FENCE WITH A LOCKED
 DU2173'GATE.
 DU2173'
 DU2173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DU2173'NORTH OF TEMPE
 DU2173
 DU2173                          STATION RECOVERY (1984)
 DU2173
 DU2173'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DU2173'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 DU2173'CONDITION.  REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE SEARCHED
 DU2173'FOR AND NOT RECOVERED.  CONTACT THE CITY OF TEMPE ENGINEERING
 DU2173'DEPARTMENT FOR KEYS TO THE LOCKED COMPOUND WHICH THE STATION AND RADIO
 DU2173'MASTS ARE ENCLOSED.
 DU2173'
 DU2173'THE 1963 ROUTE TO THE STATION IS ADEQUATE.
 DU2173
 DU2173                          STATION RECOVERY (1989)
 DU2173
 DU2173'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBC)
 DU2173'RECOVERED IN GOOD CONDITION.
 DU2173
 DU2173                          STATION RECOVERY (2004)
 DU2173
 DU2173'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU2173'NOT RECOVERED BUT I AM SURE IT IS THERE. I SURROUNDED THE FENCE AROUND
 DU2173'THE MICROWAVES AND ANTENNAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2174 ***********************************************************************
 DU2174  DESIGNATION -  TEMPE SALT R PROJECT RADIO TWR
 DU2174  PID         -  DU2174
 DU2174  STATE/COUNTY-  AZ/MARICOPA
 DU2174  USGS QUAD   -  TEMPE (1982)
 DU2174
 DU2174                         *CURRENT SURVEY CONTROL
 DU2174  ___________________________________________________________________
 DU2174* NAD 83(1992)-  33 25 41.71312(N)    111 56 08.86934(W)     ADJUSTED  
 DU2174* NAVD 88     -              **(meters)            **(feet)            
 DU2174  ___________________________________________________________________
 DU2174  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DU2174  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DU2174  HORZ ORDER  -  THIRD
 DU2174
 DU2174.The horizontal coordinates were established by classical geodetic methods
 DU2174.and adjusted by the National Geodetic Survey in August 1993.
 DU2174
 DU2174
 DU2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2174
 DU2174.The geoid height was determined by GEOID03.
 DU2174
 DU2174;                    North         East     Units Scale Factor Converg.
 DU2174;SPC AZ C     -   269,243.829   211,581.070   MT  0.99990004   -0 00 37.9
 DU2174;SPC AZ C     -   883,345.90    694,163.62   iFT  0.99990004   -0 00 37.9
 DU2174;UTM  12      - 3,699,156.212   413,004.970   MT  0.99969330   -0 30 56.0
 DU2174
 DU2174                          SUPERSEDED SURVEY CONTROL
 DU2174
 DU2174  NAD 83(1986)-  33 25 41.70444(N)    111 56 08.87913(W) AD(       ) 4
 DU2174  NAD 27      -  33 25 41.53800(N)    111 56 06.35800(W) AD(       ) 3
 DU2174
 DU2174.Superseded values are not recommended for survey control.
 DU2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2174.See file dsdata.txt to determine how the superseded data were derived.
 DU2174
 DU2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1300599156(NAD 83)
 DU2174_MARKER: 53 = ELEVATED TANK
 DU2174
 DU2174  HISTORY     - Date     Condition        Report By
 DU2174  HISTORY     - 1963     FIRST OBSERVED   CGS
 DU2174  HISTORY     - 1967     GOOD             CGS
 DU2174  HISTORY     - 20051105 GOOD             GEOCAC
 DU2174
 DU2174                          STATION DESCRIPTION
 DU2174
 DU2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2174'THE SALT RIVER PROJECT, TEMPE BASE STATION, RADIO TOWER IS
 DU2174'SITUATED ON THE HIGHEST POINT OF TEMPE BUTTE WHICH IS LOCATED IN
 DU2174'THE NORTH SECTION OF THE CITY OF TEMPE.  THE TOP AND CENTER OF THE
 DU2174'POLE, PAINTED ALTERNATELY RED AND WHITE, WHICH PROJECTS FROM A
 DU2174'30 FEET STEEL TOWER, WAS THE POINT OBSERVED.  THE OVER-ALL
 DU2174'HEIGHT OF THE TOWER IS 50 FEET.  THE ELEVATION OF THE BUTTE IS
 DU2174'1496 FEET.
 DU2174
 DU2174                          STATION RECOVERY (1967)
 DU2174
 DU2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DU2174'THIS STATION WAS RECOVERED AS DESCRIBED.
 DU2174
 DU2174                          STATION RECOVERY (2005)
 DU2174
 DU2174'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DU2174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2177 ***********************************************************************
 DU2177  DESIGNATION -  TEMPE SALT R PROJECT RAD MAST
 DU2177  PID         -  DU2177
 DU2177  STATE/COUNTY-  AZ/MARICOPA
 DU2177  USGS QUAD   -  TEMPE (1982)
 DU2177
 DU2177                         *CURRENT SURVEY CONTROL
 DU2177  ___________________________________________________________________
 DU2177* NAD 83(1992)-  33 26 35.97662(N)    111 56 26.58843(W)     ADJUSTED  
 DU2177* NAVD 88     -              **(meters)            **(feet)            
 DU2177  ___________________________________________________________________
 DU2177  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DU2177  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU2177  HORZ ORDER  -  THIRD
 DU2177
 DU2177.The horizontal coordinates were established by classical geodetic methods
 DU2177.and adjusted by the National Geodetic Survey in August 1993.
 DU2177
 DU2177
 DU2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2177
 DU2177.The geoid height was determined by GEOID03.
 DU2177
 DU2177;                    North         East     Units Scale Factor Converg.
 DU2177;SPC AZ C     -   270,915.559   211,123.764   MT  0.99990006   -0 00 47.7
 DU2177;SPC AZ C     -   888,830.57    692,663.27   iFT  0.99990006   -0 00 47.7
 DU2177;UTM  12      - 3,700,831.562   412,562.511   MT  0.99969426   -0 31 06.5
 DU2177
 DU2177                          SUPERSEDED SURVEY CONTROL
 DU2177
 DU2177  NAD 83(1986)-  33 26 35.97047(N)    111 56 26.59331(W) AD(       ) 4
 DU2177  NAD 27      -  33 26 35.80900(N)    111 56 24.06800(W) AD(       ) 3
 DU2177
 DU2177.Superseded values are not recommended for survey control.
 DU2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2177.See file dsdata.txt to determine how the superseded data were derived.
 DU2177
 DU2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1256300832(NAD 83)
 DU2177_MARKER: 42 = RADIO/TV MAST
 DU2177
 DU2177  HISTORY     - Date     Condition        Report By
 DU2177  HISTORY     - 1963     FIRST OBSERVED   CGS
 DU2177  HISTORY     - 1976     GOOD             NGS
 DU2177  HISTORY     - 1978     GOOD             NGS
 DU2177  HISTORY     - 20051105 GOOD             GEOCAC
 DU2177  HISTORY     - 20070126 GOOD             GEOCAC
 DU2177
 DU2177                          STATION DESCRIPTION
 DU2177
 DU2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2177'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF TEMPE AND
 DU2177'ABOUT 1/2 MILE EAST OF U.S. HIGHWAY 80 AND 89 IN TEMPE PARK.
 DU2177'
 DU2177'TO REACH THE STATION FROM THE POST OFFICE IN TEMPE (5TH STREET
 DU2177'AND MILL AVE.), GO NORTH ON U.S. HIGHWAY 80 AND 89 (MILL AVE.)
 DU2177'FOR 0.8 MILE TO STOP LIGHT, CONTINUE NORTH FOR 0.1 MILE TO A
 DU2177'SIDE ROAD RIGHT, TURN RIGHT, GO EAST FOR 0.3 MILE TO SALT RIVER
 DU2177'PROJECT BUILDING AND STATION.
 DU2177'
 DU2177'STATION, A STEEL RADIO MAST PAINTED RED AND WHITE WITH FOUR
 DU2177'REFLECTORS (ONE LARGE, THREE SMALL), RED LIGHT ON TOP AND 200 FEET
 DU2177'IN HEIGHT.
 DU2177'
 DU2177'POINT INTERSECTED, RED LIGHT ON TOP.
 DU2177
 DU2177                          STATION RECOVERY (1976)
 DU2177
 DU2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DU2177'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DU2177'DESCRIBED.
 DU2177'
 DU2177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 DU2177'NORTH OF TEMPE.
 DU2177
 DU2177                          STATION RECOVERY (1978)
 DU2177
 DU2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DU2177'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DU2177'
 DU2177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 DU2177'NORTH OF TEMPE.
 DU2177
 DU2177                          STATION RECOVERY (2005)
 DU2177
 DU2177'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DU2177'RECOVERED IN GOOD CONDITION.
 DU2177
 DU2177                          STATION RECOVERY (2007)
 DU2177
 DU2177'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2177'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU2177'THE DESCRIPTION   THE THREE LEGGED STEEL RADIO MAST IS LOCATED IN A
 DU2177'FENCED SRP FACILITY AND WAS CONFIRMED BY SRP TO BE CONSTRUCTED IN THE
 DU2177'LATE 1950S, IT IS IDENTIFIED WITH A SIGN ON THE MAST AS FCC
 DU2177'COMMUNICATION TOWER REGISTRATION 1002352, AND STAMPED WITH 2182 IN THE
 DU2177'BASE OF EASTERN LEG OF THE TOWER.
 DU2177' 
 DU2177'THERE ARE 2 LARGER ANTENNAS MOUNTED ON TOP OF THE TOWER AND 10 OTHER
 DU2177'ANTENNAS ALONG THE ENTIRE STRUCTURE INCLUDING 1 SMALL MICROWAVE DRUM
 DU2177'NEAR THE BOTTOM OF THE MAST.
 DU2177' 
 DU2177'UPDATE TO THE TO REACH DESCRIPTION   THE .3 MILE ROAD IS CALLED
 DU2177'OPERATIONS DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1366 ***********************************************************************
 FS1366  DESIGNATION -  TEMPLE
 FS1366  PID         -  FS1366
 FS1366  STATE/COUNTY-  AZ/MOHAVE
 FS1366  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1366
 FS1366                         *CURRENT SURVEY CONTROL
 FS1366  ___________________________________________________________________
 FS1366* NAD 83(1992)-  35 45 54.63346(N)    114 30 40.36990(W)     ADJUSTED  
 FS1366* NAVD 88     -       739.5    (meters)    2426.     (feet)  VERTCON   
 FS1366  ___________________________________________________________________
 FS1366  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FS1366  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS1366  HORZ ORDER  -  SECOND
 FS1366
 FS1366.The horizontal coordinates were established by classical geodetic methods
 FS1366.and adjusted by the National Geodetic Survey in August 1993.
 FS1366
 FS1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1366
 FS1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1366
 FS1366.The geoid height was determined by GEOID03.
 FS1366
 FS1366;                    North         East     Units Scale Factor Converg.
 FS1366;SPC AZ W     -   528,745.036   144,527.198   MT  0.99999170   -0 26 41.7
 FS1366;SPC AZ W     - 1,734,727.81    474,170.60   iFT  0.99999170   -0 26 41.7
 FS1366;UTM  11      - 3,960,760.635   724,994.084   MT  1.00022384   +1 27 18.8
 FS1366
 FS1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1366!SPC AZ W     -   0.99988839  x   0.99999170  =   0.99988009
 FS1366!UTM  11      -   0.99988839  x   1.00022384  =   1.00011220
 FS1366
 FS1366|---------------------------------------------------------------------|
 FS1366| PID    Reference Object                     Distance      Geod. Az  |
 FS1366|                                                           dddmmss.s |
 FS1366| CS4834 TEMPLE RM 1                           7.644 METERS 21135     |
 FS1366| CS4835 TEMPLE RM 2                           7.602 METERS 32047     |
 FS1366| FS1358 MALPAIS                             APPROX. 1.9 KM 3380504.4 |
 FS1366|---------------------------------------------------------------------|
 FS1366
 FS1366                          SUPERSEDED SURVEY CONTROL
 FS1366
 FS1366  NAD 83(1986)-  35 45 54.62633(N)    114 30 40.35995(W) AD(       ) 2
 FS1366  NGVD 29 (11/23/90)  738.8    (m)         2424.     (f) VERT ANG    3  
 FS1366
 FS1366.Superseded values are not recommended for survey control.
 FS1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1366.See file dsdata.txt to determine how the superseded data were derived.
 FS1366
 FS1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2499460761(NAD 83)
 FS1366_MARKER: DS = TRIANGULATION STATION DISK
 FS1366_SETTING: 66 = SET IN ROCK OUTCROP
 FS1366_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1366+STABILITY: POSITION/ELEVATION WELL
 FS1366
 FS1366  HISTORY     - Date     Condition        Report By
 FS1366  HISTORY     - 1981     MONUMENTED       AZDT
 FS1366
 FS1366                          STATION DESCRIPTION
 FS1366
 FS1366'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1366'THE STATION IS LOCATED 21.5 MILES SOUTHEAST OF HOVER DAM, 18 MILES
 FS1366'NORTHWEST OF DOLAN SPRINGS AND 250 FEET SOUTHWEST OF THE CENTERLINE OF
 FS1366'US HIGHWAY 93 AND 100 FEET SOUTHWEST OF RIGHT OF WAY FENCELINE ON TOP
 FS1366'OF A RIDGE THAT EXTENDS TO THE HIGHWAY.
 FS1366'
 FS1366'THE STATION MARK IS AN ADOT DISK STAMPED, TEMPLE 1981.  IT IS SET IN A
 FS1366'DRILL HOLE IN A ROCK OUTCROP 5 FEET NORTHEAST OF WITNESS POST.
 FS1366'
 FS1366'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, TEMPLE RM 1 1981.  IT IS SET
 FS1366'IN A DRILL HOLE IN ROCK.
 FS1366'
 FS1366'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, TEMPLE RM 2 1981.  IT IS SET
 FS1366'IN A DRILL HOLE IN ROCK.
 FS1366'
 FS1366'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH 0.1
 FS1366'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TURN RIGHT AND GO
 FS1366'WEST ALONG US 66 FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1366'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 35.2 MILES TO THE BRIDGE
 FS1366'OVER DETRITAL WASH, CONTINUE NORTH ALONG US 93 FOR 9.1 MILES TO AN
 FS1366'EXXON SERVICE STATION ON THE RIGHT, CONTINUE NORTH ALONG US 93 FOR
 FS1366'1.05 MILES TO THE STATION ON THE ON THE RIDGE TO THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1981 ***********************************************************************
 DV1981  DESIGNATION -  TEN MILE
 DV1981  PID         -  DV1981
 DV1981  STATE/COUNTY-  AZ/MARICOPA
 DV1981  USGS QUAD   -  UTTING (1990)
 DV1981
 DV1981                         *CURRENT SURVEY CONTROL
 DV1981  ___________________________________________________________________
 DV1981* NAD 83(1992)-  33 47 12.36481(N)    113 56 33.93173(W)     ADJUSTED  
 DV1981* NAVD 88     -       334.4    (meters)    1097.     (feet)  VERTCON   
 DV1981  ___________________________________________________________________
 DV1981  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DV1981  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DV1981  HORZ ORDER  -  SECOND
 DV1981
 DV1981.The horizontal coordinates were established by classical geodetic methods
 DV1981.and adjusted by the National Geodetic Survey in August 1993.
 DV1981
 DV1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1981
 DV1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1981
 DV1981.The geoid height was determined by GEOID03.
 DV1981
 DV1981;                    North         East     Units Scale Factor Converg.
 DV1981;SPC AZ C     -   310,849.876    25,717.231   MT  1.00033395   -1 07 37.4
 DV1981;SPC AZ C     - 1,019,848.67     84,374.12   iFT  1.00033395   -1 07 37.4
 DV1981;SPC AZ W     -   309,031.423   195,508.823   MT  0.99993726   -0 06 25.9
 DV1981;SPC AZ W     - 1,013,882.62    641,433.15   iFT  0.99993726   -0 06 25.9
 DV1981;UTM  12      - 3,742,406.993   227,519.398   MT  1.00051539   -1 38 15.0
 DV1981;UTM  11      - 3,742,716.044   783,084.730   MT  1.00058804   +1 42 04.6
 DV1981
 DV1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1981!SPC AZ C     -   0.99995240  x   1.00033395  =   1.00028633
 DV1981!SPC AZ W     -   0.99995240  x   0.99993726  =   0.99988966
 DV1981!UTM  12      -   0.99995240  x   1.00051539  =   1.00046776
 DV1981!UTM  11      -   0.99995240  x   1.00058804  =   1.00054041
 DV1981
 DV1981|---------------------------------------------------------------------|
 DV1981| PID    Reference Object                     Distance      Geod. Az  |
 DV1981|                                                           dddmmss.s |
 DV1981| CH3486 TEN MILE RM 1                        10.099 METERS 03550     |
 DV1981| CH3485 T5N R16W SECS 8 9 16 17                            1502827.3 |
 DV1981| CH3487 TEN MILE RM 2                        11.547 METERS 31259     |
 DV1981|---------------------------------------------------------------------|
 DV1981
 DV1981                          SUPERSEDED SURVEY CONTROL
 DV1981
 DV1981  NAD 83(1986)-  33 47 12.36120(N)    113 56 33.94447(W) AD(       ) 2
 DV1981  NAD 27      -  33 47 12.26120(N)    113 56 31.15580(W) AD(       ) 2
 DV1981  NGVD 29 (07/19/86)  333.8    (m)         1095.     (f) VERT ANG    3  
 DV1981
 DV1981.Superseded values are not recommended for survey control.
 DV1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1981.See file dsdata.txt to determine how the superseded data were derived.
 DV1981
 DV1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC2751942407(NAD 83)
 DV1981_MARKER: DS = TRIANGULATION STATION DISK
 DV1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1981+STABILITY: SURFACE MOTION
 DV1981
 DV1981  HISTORY     - Date     Condition        Report By
 DV1981  HISTORY     - 1949     MONUMENTED       CGS
 DV1981  HISTORY     - 1985     GOOD             AZDT
 DV1981
 DV1981                          STATION DESCRIPTION
 DV1981
 DV1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1981'THE STATION IS LOCATED ABOUT 19 MILES AIRLINE NORTHEAST OF
 DV1981'QUARTZSITE ABOUT 13 MILES AIRLINE NORTHWEST OF VICKSBURG NEAR
 DV1981'THE NORTH END OF THE RANEGRAS PLAINS.  THE STATION MARK IS SET
 DV1981'0.3 MILE SOUTHWEST OF A WINDMILL AND SEVERAL DESERTED BUILDINGS,
 DV1981'9 PACES SOUTHEAST OF A TRACK ROAD AND 8 FEET SOUTH-SOUTHWEST
 DV1981'OF A WHITE WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED,
 DV1981'TEN MILE 1949.
 DV1981'
 DV1981'REFERENCE MARK NO. 1 IS SET 8 PACES SOUTHEAST OF A TRACK ROAD,
 DV1981'IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 DV1981'TEN MILE NO 1 1949.
 DV1981'
 DV1981'REFERENCE MARK NO. 2 IS SET 3 PACES NORTHWEST OF A TRACK ROAD,
 DV1981'IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 DV1981'TEN MILE NO 2 1949.
 DV1981'
 DV1981'THE AZIMUTH MARK IS A U.S. GENERAL LAND OFFICE MARK RIVETED
 DV1981'TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 1 FOOT, IS SET
 DV1981'20 PACES WEST-SOUTHWEST OF A T ROAD INTERSECTION, 4 FEET NORTH
 DV1981'OF A WHITE WITNESS POST AND IS STAMPED, T5N, R16W,S8,S9,S17,
 DV1981'S16, 1927.
 DV1981'
 DV1981'TO REACH THE STATION FROM VICKSBURG.  GO NORTHWEST ON STATE
 DV1981'HIGHWAY 72, 5.7 MILES TO A ROAD LEFT JUST BEFORE REACHING
 DV1981'MILE POST 41.  TURN LEFT, GO WEST 1.6 MILES TO A ROAD LEFT.
 DV1981'CONTINUE STRAIGHT AHEAD 5.1 MILES TO A T INTERSECTION AND
 DV1981'THE AZIMUTH MARK.  TURN RIGHT, GO 0.45 MILE TO SEVERAL DESERTED
 DV1981'BUILDINGS.  TURN SHARP LEFT, FOLLOW TRACK ROAD 0.25 MILE TO
 DV1981'THE STATION ON LEFT.  A DRIVE STATION.
 DV1981
 DV1981                          STATION RECOVERY (1985)
 DV1981
 DV1981'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1981'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1981'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 DV1981'FOLLOWS.
 DV1981'
 DV1981'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1981'U.S. HIGHWAY 60 FOR 19.8 MILES TO COUNTY ROAD 42E ON THE RIGHT.  TURN
 DV1981'RIGHT AND TRAVEL NORTH FOR 7.2 MILES TO A DIRT ROAD ON THE LEFT.  TURN
 DV1981'LEFT AND TRAVEL WEST ALONG THE NORTH SIDE OF A POWER LINE FOR 0.95
 DV1981'MILE PASSING A CORRAL ON THE RIGHT TO A NORTH-SOUTH FENCE LINE, BEAR
 DV1981'RIGHT 100 FEET TO A FENCE CORNER.  PASS THROUGH THE EAST BOUND GATE
 DV1981'AND TURN SHARP LEFT PASSING THROUGH THE GATE IN THE NORTH-SOUTH FENCE
 DV1981'AND TRAVEL SOUTHWEST ON DIM TRACK ROAD FOR 0.3 MILE TO THE STATION ON
 DV1981'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0307 ***********************************************************************
 GQ0307  DESIGNATION -  TENDERFOOT
 GQ0307  PID         -  GQ0307
 GQ0307  STATE/COUNTY-  AZ/COCONINO
 GQ0307  USGS QUAD   -  YUNOSI POINT (1988)
 GQ0307
 GQ0307                         *CURRENT SURVEY CONTROL
 GQ0307  ___________________________________________________________________
 GQ0307* NAD 83(1992)-  36 11 06.98820(N)    112 49 20.29558(W)     ADJUSTED  
 GQ0307* NAVD 88     -      1814.     (meters)    5951.     (feet)  SCALED    
 GQ0307  ___________________________________________________________________
 GQ0307  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 GQ0307  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 GQ0307  HORZ ORDER  -  FIRST
 GQ0307
 GQ0307.The horizontal coordinates were established by classical geodetic methods
 GQ0307.and adjusted by the National Geodetic Survey in August 1993.
 GQ0307
 GQ0307.The orthometric height was scaled from a topographic map.
 GQ0307
 GQ0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0307
 GQ0307.The geoid height was determined by GEOID03.
 GQ0307
 GQ0307;                    North         East     Units Scale Factor Converg.
 GQ0307;SPC AZ C     -   575,449.125   131,902.904   MT  0.99998173   -0 32 05.0
 GQ0307;SPC AZ C     - 1,887,956.45    432,752.31   iFT  0.99998173   -0 32 05.0
 GQ0307;UTM  12      - 4,006,037.215   336,136.629   MT  0.99993085   -1 04 34.0
 GQ0307
 GQ0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0307!SPC AZ C     -   0.99971910  x   0.99998173  =   0.99970084
 GQ0307!UTM  12      -   0.99971910  x   0.99993085  =   0.99964997
 GQ0307
 GQ0307|---------------------------------------------------------------------|
 GQ0307| PID    Reference Object                     Distance      Geod. Az  |
 GQ0307|                                                           dddmmss.s |
 GQ0307| CH3489 TENDERFOOT RM 1                      30.560 METERS 01339     |
 GQ0307| CH3488 TENDERFOOT AZ MK                                   1743650.7 |
 GQ0307| GQ0309 TENDERFOOT TARGET                    18.241 METERS 24002     |
 GQ0307| GQ0312 TENDERFOOT                           17.842 METERS 25448     |
 GQ0307| CH3492 TENDERFOOT RM 2                      17.808 METERS 27235     |
 GQ0307|---------------------------------------------------------------------|
 GQ0307
 GQ0307                          SUPERSEDED SURVEY CONTROL
 GQ0307
 GQ0307  NAD 83(1986)-  36 11 06.97832(N)    112 49 20.29402(W) AD(       ) 1
 GQ0307  NAD 27      -  36 11 07.04100(N)    112 49 17.59400(W) AD(       ) 1
 GQ0307
 GQ0307.Superseded values are not recommended for survey control.
 GQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0307.See file dsdata.txt to determine how the superseded data were derived.
 GQ0307
 GQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3613706037(NAD 83)
 GQ0307_MARKER: DS = TRIANGULATION STATION DISK
 GQ0307_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0307
 GQ0307  HISTORY     - Date     Condition        Report By
 GQ0307  HISTORY     - 1934     MONUMENTED       CGS
 GQ0307  HISTORY     - 1936     GOOD             CGS
 GQ0307  HISTORY     - 1952     GOOD             CGS
 GQ0307  HISTORY     - 1956     GOOD             USGS
 GQ0307  HISTORY     - 1967     GOOD             CGS
 GQ0307
 GQ0307                          STATION DESCRIPTION
 GQ0307
 GQ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0307'LOCATED ON THE HIGHEST POINT OF THE MESA WEST OF LITTLE COYOTE
 GQ0307'CANYON, ABOUT 4 MILES AIRLINE SOUTHWEST OF THE JUNCTION OF
 GQ0307'CATARACT CANYON AND GRAND CANYON, 2 MILES SOUTH OF GRAND CANYON
 GQ0307'AT THE NEAREST POINT.  IT IS THE HIGHEST POINT IN THE VICINITY
 GQ0307'AND HAS BEEN COVERED WITH SCRUB TREES BUT THEY WERE ALL CUT
 GQ0307'BY THE GEOLOGICAL SURVEY EXCEPT ONE LONE TREE, THIS TREE BEING
 GQ0307'LEFT AS A SIGNAL.  U.S. GEOLOGICAL SURVEY TRIANGULATION STATION
 GQ0307'TENDERFOOT (1934) IS ON THIS SAME HILL.
 GQ0307'
 GQ0307'REACHED FROM SELIGMAN AS FOLLOWS--GO EAST ON HIGHWAY 0.4 MILE,
 GQ0307'TURN LEFT LEAVING THE HIGHWAY AND FOLLOW THE MAIN-TRAVELED
 GQ0307'ROAD 4.0 MILES, TAKE RIGHT FORK AND GO 10.2 MILES, TAKE LEFT
 GQ0307'FORK AND GO 6.8 MILES, TAKE LEFT FORK AND GO 10.1 MILES TO ROSE
 GQ0307'WELL AND WINDMILLS.  FROM WELL AND HOUSES GO EAST AND NORTH
 GQ0307'0.8 MILE, TAKE LEFT FORK AND GO 22.4 MILES STRAIGHT AHEAD AT
 GQ0307'CROSSROADS, GO 0.8 MILE, TURN LEFT AT CROSSROADS AND SIGN PEACH
 GQ0307'SPRINGS, SELIGMAN, GO 2.0 MILES, TAKE LEFT FORK AND GO 0.3
 GQ0307'MILE, TURN RIGHT AND GO 3.0 MILES, TAKE LEFT FORK AND GO 2.4
 GQ0307'MILES TO SUMMIT OF RIDGE, GO 0.1 MILE BEYOND SUMMIT AND TURN
 GQ0307'LEFT AND GO 0.5 MILE ALONG RIDGE TO THE HIGHEST POINT.
 GQ0307'THIS IS STATION WINDY.  FROM HERE DRIVE WEST ACROSS COUNTRY
 GQ0307'2.7 MILES TO A TRACKED-OUT ROAD, FOLLOW THIS ROAD 5.2
 GQ0307'MILES NORTH TO THE STATION.  THE ROAD CROSSES THE HILL ON
 GQ0307'WHICH THE STATION IS LOCATED ABOUT 25 YARDS EAST OF THE LONE
 GQ0307'TREE AND THE STATION.
 GQ0307
 GQ0307                          STATION RECOVERY (1936)
 GQ0307
 GQ0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0307'ON A SUMMIT OF THE ROLLING, GRASSY PLATEAU LYING SOUTH OF THE
 GQ0307'GRAND CANYON OF THE COLORADO RIVER, AND WEST OF LITTLE COYOTE
 GQ0307'CANYON, 4 MILES SOUTHWEST OF ITS JUNCTION WITH CATARACT CANYON,
 GQ0307'2 MILES SOUTHWEST OF THE GRAND CANYON AT ITS NEAREST POINT,
 GQ0307'ON THE HIGHEST POINT IN THE VICINITY, ON THE SUMMIT OF THE
 GQ0307'ROCKY KNOLL WHICH HAS BEEN CLEARED OF SCRUB TIMBER AND BRUSH,
 GQ0307'60 FEET EAST BY NORTH OF THE LONE TREE WITH SIGNAL FLAG IN ITS
 GQ0307'TOP WHICH MARKS THE U.S. GEOLOGICAL SURVEY STATION, A STANDARD
 GQ0307'STATION DISK SET IN BEDROCK.
 GQ0307'
 GQ0307'TO REACH THE STATION FROM THE WAYSIDE CAFE AT THE MAIN INTERSECTION
 GQ0307'AT SELIGMAN, GO EASTERLY ON U.S. HIGHWAY 66 FOR 1.0 MILE AND
 GQ0307'TURN LEFT (NORTH) ON DIRT ROAD AT A TEXACO STATION ON THE
 GQ0307'LEFT, THENCE 0.2 MILE AND BEAR RIGHT THROUGH A GATE, THENCE
 GQ0307'NORTH ON THE MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8 MILES
 GQ0307'TO ROSE WELL RANCH, THENCE NORTH ON THE MAIN TRACK ROAD FOR 0.8
 GQ0307'MILE AND KEEP LEFT FORK NORTHWEST TO TOP OF HILL, THENCE
 GQ0307'NORTHEAST ON THE MAIN ROAD FOR 22.3 MILES, OR 0.8 MILE PAST
 GQ0307'A PLAIN TRACK CROSS ROAD, AND TURN LEFT (SOUTHWEST) AT
 GQ0307'SLANTING CROSSROADS, THENCE 2.0 MILES AND BEAR LEFT AT Y,
 GQ0307'THENCE 0.45 MILE AND TURN RIGHT (NORTH) AT CROSSROADS,
 GQ0307'THENCE ALONG THE MAIN-TRAVELED ROAD FOR 3.2 MILES AND TAKE
 GQ0307'THE LEFT FORK, THENCE ALONG THE MAIN ROAD FOR 2.4 MILES AND
 GQ0307'TURN LEFT (SOUTHWEST) ON TOP OF RIDGE, THENCE 0.5 MILE TO
 GQ0307'STATION WINDY (U.S.G.S.) ON TOP OF HILL, THENCE WEST AND NORTH
 GQ0307'ALONG THE MAIN-TRAVELED ROAD FOR 3.5 MILES AND TURN RIGHT AT
 GQ0307'REVERSE Y, THENCE 1.6 MILES AND KEEP RIGHT FORK, THENCE
 GQ0307'NORTHEASTERLY ON THE MAIN-TRAVELED ROAD FOR 2.5 MILES TO
 GQ0307'THE STATION ON TOP OF KNOLL.
 GQ0307'
 GQ0307'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, IN
 GQ0307'A SLANTING OUTCROP OF LEDGE ROCK, A STANDARD REFERENCE DISK,
 GQ0307'STAMPED NO. 1 1934,.  REFERENCE MARK NO. 2 IS A STANDARD
 GQ0307'U.S. GEOLOGICAL SURVEY REFERENCE DISK, STAMPED NO. 2, WITH ARROW
 GQ0307'POINTING TO THE U.S. GEOLOGICAL SURVEY FLAG IN THE TREE 30 FEET
 GQ0307'SOUTH.  IT IS WEST BY NORTH OF THE STATION, AT THE WEST EDGE
 GQ0307'OF THE SUMMIT OF THE KNOLL, SET IN A DRILL HOLE IN A LOOSE,
 GQ0307'FLAT ROCK.  THE AZIMUTH MARK, WHICH WAS ESTABLISHED AT THIS
 GQ0307'OCCUPATION OF THE STATION, IS APPROXIMATELY 0.3 MILE SOUTHEAST
 GQ0307'OF THE STATION, ALONG THE TRACK ROAD LEADING TO THE
 GQ0307'STATION, ON THE NORTH SLOPE OF A SLIGHT RISE OF GROUND, 12
 GQ0307'FEET EAST OF THE CENTER OF THE TRACK ROAD, A STANDARD
 GQ0307'AZIMUTH DISK, STAMPED TENDERFOOT 1934-1935 SET IN THE TOP
 GQ0307'OF A CONCRETE POST.
 GQ0307
 GQ0307                          STATION RECOVERY (1952)
 GQ0307
 GQ0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0307'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0307'AS ORIGINALLY DESCRIBED.
 GQ0307'
 GQ0307'TO REACH FROM THE INDIAN SCHOOL AT FRAZIERS WELL TAKE THE RIGHT
 GQ0307'FORK TO THE NE ON GRADED ROAD FOR 17.4 MILES TO A STOCK GUARD
 GQ0307'AT THE E EDGE OF THE RESERVATION, CONTINUE AHEAD STILL ON
 GQ0307'GRADED (NOT GRAVELED) ROAD FOR 5.3 MILES TO A BLADED ROAD TO
 GQ0307'THE LEFT, TURN LEFT AND GO N FOR 0.8 MILE TO A LARGE WIRE
 GQ0307'GATE, A TRIANGLE BLAZE ON THE RIGHT GATEPOST, CONTINUE AHEAD
 GQ0307'STILL ON BLADED ROAD FOR 2.0 MILES TO A LARGE EARTH RESERVOIR
 GQ0307'ON THE LEFT, STAY ON THE DEEP TRACK ROAD TO THE E AND NE FOR
 GQ0307'6.3 MILES TO A WIRE GATE (ABOUT 0.2 MILE BEFORE REACHING A
 GQ0307'LARGE COW CAMP THAT HAS SEVERAL BUILDINGS AND A LARGE EARTH
 GQ0307'RESERVOIR), GO THROUGH THE GATE, THEN TURN SHARP TO THE LEFT AND
 GQ0307'GO ALONG THE RIGHT SIDE OF THE FENCE FOR ABOUT 0.2 MILE TO
 GQ0307'AN OFFSET FENCE, CONTINUE STRAIGHT AHEAD THROUGH THE WIRE
 GQ0307'GATE, THEN FOLLOW A TRACK ROAD UP HILL ON THE LEFT SIDE
 GQ0307'OF THE FENCE AND TO THE RIGHT OF AN OLD WAGON.  FROM THIS GATE
 GQ0307'FOLLOW OLD TRACKS FOR 1.7 MILES TO AN T FENCE CORNER, GO
 GQ0307'THROUGH THE GATES AND TURN SHARP LEFT ALONG THE RIGHT SIDE
 GQ0307'OF THE FENCE, FOLLOW THIS DIM BLADED ROAD ALONG THE FENCE FOR
 GQ0307'0.6 MILE TO A FENCE POST ON THE LEFT WITH A TRIANGLE BLAZE
 GQ0307'AND A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT ON THIS TRACK
 GQ0307'ROAD AND FOLLOW IT FOR 1.1 MILES TO THE AZIMUTH MARK ON
 GQ0307'THE RIGHT, AND THEN CONTINUE AHEAD FOR 0.3 MILE.  THE STATION
 GQ0307'IS ABOUT 25 YARDS TO THE E OF THE ROAD.
 GQ0307
 GQ0307                          STATION RECOVERY (1956)
 GQ0307
 GQ0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0307'RECOVERED IN GOOD CONDITION.
 GQ0307
 GQ0307                          STATION RECOVERY (1967)
 GQ0307
 GQ0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 GQ0307'THE STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GQ0307'
 GQ0307'TO REACH THE STATION FROM SELIGMAN GO WEST ON HIGHWAY 66 FOR
 GQ0307'THIRTY MILES TO A DIRT ROAD ON THE RIGHT MARKED FRAZIER WELLS
 GQ0307'AND SUPAI.  TURN RIGHT (NORTH) AND FOLLOW THE ROAD FOR 45 MILES
 GQ0307'TO A CROSSROAD.  TURN LEFT (WEST) AND GO 1.5 MILES TO A FORK.
 GQ0307'TAKE THE RIGHT FORK AND CONTINUE FOR 0.2 MILES TO A RANCH
 GQ0307'HOUSE.  HERE TURN LEFT AND PROCEED TO A GATE (0.1 MILES) TO
 GQ0307'A GATE JUST EAST OF THE WATER TANK.  TURN RIGHT (NE) AND FOLLOW
 GQ0307'TRACK ROAD FOR 2.9 MILES TO A DAM.  TURN LEFT (NORTH) AND
 GQ0307'FOLLOW THE WEST SIDE OF THE DAM FOR 0.4 MILES.  TAKE THE
 GQ0307'NORTHBOUND ROAD FOR 6.0 MILES TO A DAM ON THE RIGHT (EAST).
 GQ0307'CONTINUE NORTH FOR 0.2 MILES TO A GATE.  GO THROUGH THE
 GQ0307'GATE AND CONTINUE NORTH FOR 0.05 MILES TURNING LEFT
 GQ0307'(NORTHWEST) BEFORE AN OLD DESERTED RANCH.  FOLLOW THE TRACK ROAD
 GQ0307'FOR 0.25 MILES TO A GATE.  GO THROUGH THE GATE AND TURN RIGHT
 GQ0307'(NORTHEAST) FOR 0.6 MILES FOLLOWING THE FENCE.  HERE TURN
 GQ0307'LEFT (NORTH) AND GO FOR 1.2 MILES TO A GATE IN A T FENCE.
 GQ0307'GO THROUGH THE GATE AND TURN LEFT (WEST) ALONG THE FENCE FOR
 GQ0307'1.4 MILES.  HERE TURN NORTH ON A DIM ROAD FOR 1.5 MILES
 GQ0307'TO A LOW RIDGE.  LEAVE THE DIM ROAD AND DRIVE TO THE HIGH
 GQ0307'POINT ON THE RIDGE AND THE STATION.
 GQ0307'
 GQ0307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--57 MILES
 GQ0307'NORTH-NORTHEAST OF SELIGMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0312 ***********************************************************************
 GQ0312  DESIGNATION -  TENDERFOOT
 GQ0312  PID         -  GQ0312
 GQ0312  STATE/COUNTY-  AZ/COCONINO
 GQ0312  USGS QUAD   -  YUNOSI POINT (1988)
 GQ0312
 GQ0312                         *CURRENT SURVEY CONTROL
 GQ0312  ___________________________________________________________________
 GQ0312* NAD 83(1992)-  36 11 06.83644(N)    112 49 20.98466(W)     ADJUSTED  
 GQ0312* NAVD 88     -      1813.5    (meters)    5950.     (feet)  VERTCON   
 GQ0312  ___________________________________________________________________
 GQ0312  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 GQ0312  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 GQ0312  HORZ ORDER  -  SECOND
 GQ0312
 GQ0312.The horizontal coordinates were established by classical geodetic methods
 GQ0312.and adjusted by the National Geodetic Survey in August 1993.
 GQ0312
 GQ0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0312
 GQ0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0312
 GQ0312.The geoid height was determined by GEOID03.
 GQ0312
 GQ0312;                    North         East     Units Scale Factor Converg.
 GQ0312;SPC AZ C     -   575,444.608   131,885.643   MT  0.99998176   -0 32 05.4
 GQ0312;SPC AZ C     - 1,887,941.63    432,695.68   iFT  0.99998176   -0 32 05.4
 GQ0312;UTM  12      - 4,006,032.862   336,119.328   MT  0.99993092   -1 04 34.5
 GQ0312
 GQ0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0312!SPC AZ C     -   0.99971917  x   0.99998176  =   0.99970093
 GQ0312!UTM  12      -   0.99971917  x   0.99993092  =   0.99965011
 GQ0312
 GQ0312:                Primary Azimuth Mark                     Grid Az
 GQ0312:SPC AZ C     -  ANTELOPE                                 206 10 19.5
 GQ0312:UTM  12      -  ANTELOPE                                 206 42 48.6
 GQ0312
 GQ0312|---------------------------------------------------------------------|
 GQ0312| PID    Reference Object                     Distance      Geod. Az  |
 GQ0312|                                                           dddmmss.s |
 GQ0312| GQ0313 ANTELOPE                            APPROX.10.2 KM 2053814.1 |
 GQ0312|---------------------------------------------------------------------|
 GQ0312
 GQ0312                          SUPERSEDED SURVEY CONTROL
 GQ0312
 GQ0312  NAD 83(1986)-  36 11 06.82645(N)    112 49 20.98360(W) AD(       ) 2
 GQ0312  NAD 27      -  36 11 06.88900(N)    112 49 18.28400(W) AD(       ) 2
 GQ0312  NGVD 29 (05/08/89) 1812.6    (m)         5947.     (f) VERT ANG    3  
 GQ0312
 GQ0312.Superseded values are not recommended for survey control.
 GQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0312.See file dsdata.txt to determine how the superseded data were derived.
 GQ0312
 GQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3611906033(NAD 83)
 GQ0312_MARKER: DS = TRIANGULATION STATION DISK
 GQ0312_SETTING: 80 = SET IN A BOULDER
 GQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0312+STABILITY: SURFACE MOTION
 GQ0312
 GQ0312  HISTORY     - Date     Condition        Report By
 GQ0312  HISTORY     - 1934     MONUMENTED       USGS
 GQ0312
 GQ0312                          STATION DESCRIPTION
 GQ0312
 GQ0312'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GQ0312'LOCATED ABOUT 4 MI S. OF GRAND CANYON RIM.  ON DIVIDE BETWEEN
 GQ0312'COYOTE AND NATIONAL CANYONS.  RIDGE NARROWS AT THIS POINT AND IS
 GQ0312'ABOUT LEVEL TO S., BUT FALLS SHARPLY TO NE. AND W.
 GQ0312'
 GQ0312'TO REACH FROM JCT. OF DIM RD. WITH PINE SRPING RD. (6.7 MI W. OF
 GQ0312'X-RD. JCT. WHERE RDS. LEAD NE. TO HILLTOP, SUPAI WAREHOUSE ON W.
 GQ0312'SIDE OF CATARACT CANYON, SE. TO BLACK TANKS AND S. 57 MI TO
 GQ0312'SELIGMAN VIA ROSE WELL) GO 12.9 MI ON DIM RD. TO END OF RD. AND
 GQ0312'STATION.
 GQ0312'
 GQ0312'STATION MARK--BRONZE TABLET STAMPED---TENDERFOOT 1934---, CEMENTED
 GQ0312'IN LIMESTONE IN PLACE, 20 FT. E. OF WEST BREAK AND ABOUT 175 FT.
 GQ0312'S. OF NORTH BREAK OF RIDGE.
 GQ0312'
 GQ0312'RM 1--IRON NAIL AND COPPER WASHER 0.5 FT. ABOVE GROUND IN BLAZE
 GQ0312'ON BUSHY JUNIPER TREE.
 GQ0312'
 GQ0312'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK IN
 GQ0312'PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0310 ***********************************************************************
 GQ0310  DESIGNATION -  TENDERFOOT RIM
 GQ0310  PID         -  GQ0310
 GQ0310  STATE/COUNTY-  AZ/COCONINO
 GQ0310  USGS QUAD   -  YUNOSI POINT (1988)
 GQ0310
 GQ0310                         *CURRENT SURVEY CONTROL
 GQ0310  ___________________________________________________________________
 GQ0310* NAD 83(1992)-  36 14 11.24930(N)    112 49 46.82982(W)     ADJUSTED  
 GQ0310* NAVD 88     -      1774.9    (meters)    5823.     (feet)  VERTCON   
 GQ0310  ___________________________________________________________________
 GQ0310  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 GQ0310  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 GQ0310  HORZ ORDER  -  SECOND
 GQ0310
 GQ0310.The horizontal coordinates were established by classical geodetic methods
 GQ0310.and adjusted by the National Geodetic Survey in June 1998.
 GQ0310
 GQ0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0310
 GQ0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0310
 GQ0310.The geoid height was determined by GEOID03.
 GQ0310
 GQ0310;                    North         East     Units Scale Factor Converg.
 GQ0310;SPC AZ C     -   581,134.475   131,293.407   MT  0.99998296   -0 32 23.0
 GQ0310;SPC AZ C     - 1,906,609.17    430,752.65   iFT  0.99998296   -0 32 23.0
 GQ0310;UTM  12      - 4,011,727.787   335,580.942   MT  0.99993309   -1 04 54.5
 GQ0310
 GQ0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0310!SPC AZ C     -   0.99972525  x   0.99998296  =   0.99970821
 GQ0310!UTM  12      -   0.99972525  x   0.99993309  =   0.99965836
 GQ0310
 GQ0310|---------------------------------------------------------------------|
 GQ0310| PID    Reference Object                     Distance      Geod. Az  |
 GQ0310|                                                           dddmmss.s |
 GQ0310| CH3491 TENDERFOOT RIM RM 2                   3.868 METERS 00002     |
 GQ0310| GQ0307 TENDERFOOT                          APPROX. 5.7 KM 1732029.7 |
 GQ0310| GQ0311 TARGET                                2.200 METERS 22120     |
 GQ0310| CH3490 TENDERFOOT RIM RM 1                   3.627 METERS 25817     |
 GQ0310|---------------------------------------------------------------------|
 GQ0310
 GQ0310                          SUPERSEDED SURVEY CONTROL
 GQ0310
 GQ0310  NAD 83(1992)-  36 14 11.24930(N)    112 49 46.82982(W) AD(       ) 2
 GQ0310  NAD 83(1986)-  36 14 11.24049(N)    112 49 46.82908(W) AD(       ) 2
 GQ0310  NAD 27      -  36 14 11.30100(N)    112 49 44.12700(W) AD(       ) 2
 GQ0310  NGVD 29 (07/19/86) 1774.0    (m)         5820.     (f) VERT ANG    3  
 GQ0310
 GQ0310.Superseded values are not recommended for survey control.
 GQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0310.See file dsdata.txt to determine how the superseded data were derived.
 GQ0310
 GQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3558111728(NAD 83)
 GQ0310_MARKER: DS = TRIANGULATION STATION DISK
 GQ0310_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0310
 GQ0310  HISTORY     - Date     Condition        Report By
 GQ0310  HISTORY     - 1936     MONUMENTED       CGS
 GQ0310  HISTORY     - 1952     GOOD             CGS
 GQ0310  HISTORY     - 1956     GOOD             USGS
 GQ0310
 GQ0310                          STATION DESCRIPTION
 GQ0310
 GQ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0310'ABOUT 60 MILES NORTHEAST OF PEACH SPRINGS, ON THE SOUTH RIM OF THE
 GQ0310'MAIN CANYON OF THE COLORADO RIVER, ON THE SUMMIT OF A PROMINENT,
 GQ0310'GRASSY POINT WHICH FROM A DISTANCE APPEARS TO PROJECT OUT INTO
 GQ0310'THE CANYON ABOUT 30 YARDS SOUTH OF A DEEP, ROCKY INDENTATION
 GQ0310'IN THE CANYON RIM, ON THE HIGHEST LEVEL OF THE SUMMIT,
 GQ0310'APPROXIMATELY 7 FEET SOUTH OF UNITED STATES GEOLOGICAL SURVEY
 GQ0310'SIGNAL FLAG IN ROCK CAIRN.  MARK SET AS DESCRIBED.
 GQ0310'
 GQ0310'TO REACH THE STATION FROM THE WAYSIDE CAFE AT THE MAIN INTERSECTION
 GQ0310'AT SELIGMAN, GO EASTERLY ON U.S. HIGHWAY 66 FOR 1.0 MILE AND
 GQ0310'TURN LEFT (NORTH) ON DIRT ROAD AT A TEXACO STATION ON THE LEFT,
 GQ0310'THENCE 0.2 MILE AND BEAR RIGHT THROUGH A GATE, THENCE NORTH
 GQ0310'ON THE MAIN-TRAVELED ROAD UP THE VALLEY FOR 31.8 MILES TO ROSE
 GQ0310'WELL RANCH, THENCE NORTH ON THE MAIN TRACK ROAD FOR 0.8 MILE
 GQ0310'TO A Y, BEAR LEFT AND GO NORTHWEST TO TOP OF HILL, THENCE
 GQ0310'NORTHEASTERLY ALONG THE MAIN-TRAVELED ROAD FOR 22.3 MILES, OR
 GQ0310'0.8 MILE PAST A PLAIN TRACK CROSSROADS, AND TURN LEFT
 GQ0310'(SOUTHWEST) AT A SLANTING CROSSROADS, THENCE 2.0 MILES AND KEEP
 GQ0310'LEFT FORK, THENCE 0.45 MILE AND TURN RIGHT (NORTH) AT
 GQ0310'CROSSROADS, THENCE ALONG THE MAIN-TRAVELED ROAD FOR 3.2
 GQ0310'MILES AND TAKE LEFT FORK, THENCE ALONG THE MAIN-TRAVELED ROAD
 GQ0310'FOR 2.4 MILES AND TURN LEFT (SOUTHWEST) ON TOP OF RIDGE,
 GQ0310'THENCE 0.5 MILE TO STATION WINDY (U.S.G.S.) ON TOP OF HILL,
 GQ0310'THENCE WEST AND NORTH ALONG THE MAIN ROAD FOR 3.5 MILES AND
 GQ0310'BEAR RIGHT AT REVERSE Y, THENCE 1.6 MILES AND KEEP
 GQ0310'RIGHT FORK, THENCE ALONG THE MAIN-TRAVELED ROAD NORTHEASTERLY FOR
 GQ0310'2.5 MILES TO STATION TENDERFOOT.  FROM HERE STATION TENDERFOOT
 GQ0310'RIM BEARS 337 DEGREES MAGNETIC, DISTANT ABOUT 4 MILES.
 GQ0310'IT IS BEST REACHED BY DRIVING NORTH ACROSS COUNTRY,
 GQ0310'HEADING TO THE WEST AROUND THE WASHES, FOR ABOUT 3.0 MILES,
 GQ0310'THEN BEAR LEFT AND SWING TO THE WEST AROUND A CANYON,
 GQ0310'THENCE BACK TO THE NORTH FOR ABOUT 1.5 MILES TO THE STATION ON
 GQ0310'THE POINT, WHICH IS EASILY IDENTIFIED FROM THIS DISTANCE.  TRUCKS
 GQ0310'CAN BE DRIVEN TO THE STATION WITHOUT DIFFICULTY.
 GQ0310'
 GQ0310'REFERENCE MARK NO. 1, IS SOUTH OF THE STATION, ON
 GQ0310'THE ROCKY RIDGE OF THE SUMMIT.  REFERENCE MARK NO. 2,
 GQ0310'IS SOUTHWEST OF THE STATION, AT EDGE OF THE HIGHEST LEVEL OF THE
 GQ0310'SUMMIT.  THE AZIMUTH MARK FOR THIS STATION IS STATION
 GQ0310'DOME, ABOUT 2 MILES SOUTHWESTERLY ALONG THE CANYON RIM.
 GQ0310'
 GQ0310'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GQ0310
 GQ0310                          STATION RECOVERY (1952)
 GQ0310
 GQ0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0310'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0310'AS ORIGINALLY DESCRIBED.
 GQ0310'
 GQ0310'IT IS REACHED FROM THE INDIAN SCHOOL AT FRAZIERS WELL BY TAKING
 GQ0310'RIGHT FORK TO THE NE ON GRADED AND GRAVELED ROAD FOR 17.4
 GQ0310'MILES TO A STOCK GUARD AT THE E SIDE OF THE RESERVATION, CONTINUE
 GQ0310'AHEAD ON GRADED BUT NOT GRAVELED ROAD FOR 5.3 MILES TO A BLADED
 GQ0310'ROAD TO THE LEFT, TURN LEFT AND GO N FOR 0.8 MILE TO A LARGE
 GQ0310'WIRE GATE, A TRIANGLE BLAZE ON THE RIGHT GATE POST, CONTINUE
 GQ0310'AHEAD STILL ON BLADED ROAD FOR 2.0 MILES TO A LARGE EARTH
 GQ0310'RESERVOIR ON THE LEFT, STAY ON THE DEEP TRACK ROAD TO THE E
 GQ0310'AND NE FOR 6.3 MILES TO A WIRE GATE, ABOUT 0.2 MILE BEFORE
 GQ0310'REACHING A LARGE COW CAMP THAT HAS SEVERAL BUILDINGS AND A
 GQ0310'LARGE EARTH RESERVOIR, GO THROUGH THE GATE THEN TURN SHARP
 GQ0310'TO THE LEFT AND GO ALONG THE RIGHT SIDE OF A FENCE FOR
 GQ0310'ABOUT 0.2 MILE TO AN OFFSET CROSS FENCE, CONTINUE STRAIGHT
 GQ0310'AHEAD THROUGH THE WIRE GATE, THEN FOLLOW A TRACK ROAD UP
 GQ0310'HILL ON THE LEFT SIDE OF A FENCE AND TO THE RIGHT OF AN OLD
 GQ0310'WAGON.  FROM THIS GATE FOLLOW OLD TRACKS FOR 1.7 MILES TO A T
 GQ0310'FENCE CORNER, GO THROUGH THE GATES AND TURN SHARP TO THE
 GQ0310'LEFT ALONG THE RIGHT SIDE OF A FENCE, FOLLOW THIS DIM
 GQ0310'BLAZED ROAD ALONG THE FENCE FOR 0.6 MILE TO A FENCEPOST ON THE
 GQ0310'LEFT WITH A TRIANGLE BLAZE AND A DIM TRACK ROAD ON THE RIGHT,
 GQ0310'TURN RIGHT AND FOLLOW THIS TRACK ROAD FOR 1.4 MILES TO THE
 GQ0310'TOP OF A HILL.  STATION TENDERFOOT IS ABOUT 25 YARDS E OF HERE
 GQ0310'NEAR A LONE CEDAR TREE WITH AN OLD TARGET IN THE TOP.  FROM
 GQ0310'STATION TENDERFOOT, TENDERFOOT RIM BEARS 337 DEG MAGNETIC.
 GQ0310
 GQ0310                          STATION RECOVERY (1956)
 GQ0310
 GQ0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0577 ***********************************************************************
 FQ0577  DESIGNATION -  TERRACE
 FQ0577  PID         -  FQ0577
 FQ0577  STATE/COUNTY-  AZ/COCONINO
 FQ0577  USGS QUAD   -  CAMERON NE (1988)
 FQ0577
 FQ0577                         *CURRENT SURVEY CONTROL
 FQ0577  ___________________________________________________________________
 FQ0577* NAD 83(1992)-  35 58 37.41024(N)    111 21 45.98091(W)     ADJUSTED  
 FQ0577* NAVD 88     -      1432.3    (meters)    4699.     (feet)  VERTCON   
 FQ0577  ___________________________________________________________________
 FQ0577  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FQ0577  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FQ0577  HORZ ORDER  -  SECOND
 FQ0577
 FQ0577.The horizontal coordinates were established by classical geodetic methods
 FQ0577.and adjusted by the National Geodetic Survey in August 1993.
 FQ0577
 FQ0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0577
 FQ0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0577
 FQ0577.The geoid height was determined by GEOID03.
 FQ0577
 FQ0577;                    North         East     Units Scale Factor Converg.
 FQ0577;SPC AZ C     -   552,109.414   263,310.851   MT  0.99993073   +0 19 31.4
 FQ0577;SPC AZ C     - 1,811,382.59    863,880.74   iFT  0.99993073   +0 19 31.4
 FQ0577;UTM  12      - 3,981,464.725   467,294.644   MT  0.99961318   -0 12 47.2
 FQ0577
 FQ0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0577!SPC AZ C     -   0.99977901  x   0.99993073  =   0.99970975
 FQ0577!UTM  12      -   0.99977901  x   0.99961318  =   0.99939227
 FQ0577
 FQ0577|---------------------------------------------------------------------|
 FQ0577| PID    Reference Object                     Distance      Geod. Az  |
 FQ0577|                                                           dddmmss.s |
 FQ0577| CH3493 TERRACE RM 1                          4.913 METERS 00254     |
 FQ0577| FQ0590 KNOB                                APPROX. 6.1 KM 2151225.0 |
 FQ0577| CH3494 TERRACE RM 2                          9.201 METERS 27644     |
 FQ0577|---------------------------------------------------------------------|
 FQ0577
 FQ0577                          SUPERSEDED SURVEY CONTROL
 FQ0577
 FQ0577  NAD 83(1986)-  35 58 37.41064(N)    111 21 45.97541(W) AD(       ) 2
 FQ0577  NAD 27      -  35 58 37.43803(N)    111 21 43.47371(W) AD(       ) 2
 FQ0577  NGVD 29 (07/19/86) 1431.4    (m)         4696.     (f) VERT ANG    3  
 FQ0577
 FQ0577.Superseded values are not recommended for survey control.
 FQ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0577.See file dsdata.txt to determine how the superseded data were derived.
 FQ0577
 FQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6729581465(NAD 83)
 FQ0577_MARKER: DS = TRIANGULATION STATION DISK
 FQ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0577+STABILITY: SURFACE MOTION
 FQ0577
 FQ0577  HISTORY     - Date     Condition        Report By
 FQ0577  HISTORY     - 1955     MONUMENTED       USGS
 FQ0577  HISTORY     - 1968     GOOD             USGS
 FQ0577  HISTORY     - 1977     GOOD             USGS
 FQ0577  HISTORY     - 1983     GOOD             AZDT
 FQ0577
 FQ0577                          STATION DESCRIPTION
 FQ0577
 FQ0577'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0577'LOCATED ABOUT 13.0 MI SW. OF TUBA CITY, 8.0 MI NNE. OF CAMERON,
 FQ0577'ABOUT 2 MI E. OF U.S. HWY. 89, 32 FT E. OF EDGE OF POINT ON WEST
 FQ0577'RIM OF MESA.
 FQ0577'
 FQ0577'STATION MARK--STANDARD TABLET STAMPED---TERRACE 1955---, IN
 FQ0577'CONCRETE POST PROJECTING 1 FT.
 FQ0577'
 FQ0577'RM 1--STANDARD RM TABLET STAMPED---TERRACE 1955 NO 1---, CEMENTED
 FQ0577'IN BEDROCK ON EDGE OF CLIFF.
 FQ0577'
 FQ0577'RM 2--STANDARD RM TABLET STAMPED---TERRACE 1955 NO 2---, CEMENTED
 FQ0577'IN BEDROCK ON EDGE OF CLIFF.
 FQ0577
 FQ0577                          STATION RECOVERY (1968)
 FQ0577
 FQ0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0577'DESCRIBED BY USGS.  RM 2 IS ON A POINT WHICH APPEARS TO HAVE
 FQ0577'MOVED DOWNHILL SLIGHTLY.
 FQ0577'
 FQ0577'TO REACH FROM CAMERON TRADING POST, DRIVE 9.4 MI N. ON U.S. HWY.
 FQ0577'89 TO OLD RD. TO TUBA CITY.  TURN RIGHT FOLLOWING OLD TUBA CITY
 FQ0577'RD. 3.0 MI TO RIM AT WEST SIDE OF BENCH.  TURN RIGHT ON TRACK RD.
 FQ0577'0.5 MI TO RD. S. ALONG WEST EDGE OF BENCH.  FOLLOW RD. 2.3 MI TO
 FQ0577'BEND IN RD.  CONTINUE S. FOLLOWING DIM TRACKS ALONG RIM 1.3 MI TO
 FQ0577'STATION.
 FQ0577
 FQ0577                          STATION RECOVERY (1977)
 FQ0577
 FQ0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (TT)
 FQ0577'THE STATION IS ABOUT 13 MILES SOUTHWEST OF TUBA CITY, 8 MILES
 FQ0577'NORTH NORTHEAST OF CAMERON AND 2 MILES EAST OF U.S. HWY. 89 ON
 FQ0577'THE WEST EDGE OF RIM OF MESA NAMED WARD TERRACE.
 FQ0577'
 FQ0577'THE STATION IS A STANDARD USGS TABLET STAMPED TERRACE 1955 SET
 FQ0577'IN A CONCRETE MONUMENT PROJECTING 1 FOOT ABOVE GROUND.
 FQ0577'
 FQ0577'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK TABLET
 FQ0577'STAMPED 2 AND IS CEMENTED IN BEDROCK ON EDGE OF CLIFF.
 FQ0577'
 FQ0577'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK TABLET
 FQ0577'STAMPED 1, CEMENTED IN BEDROCK ON EDGE OF CLIFF.
 FQ0577'
 FQ0577'TO REACH THE STATION FROM CAMERON, GO NORTH ON U.S. HWY. 89
 FQ0577'TO MILE POST 476.4 AND A DIRT ROAD ON THE RIGHT (EAST).  TAKE
 FQ0577'DIRT ROAD AND GO 3.2 MILES TO TOP OF A BENCH (MESA) TO A POINT
 FQ0577'WHERE ROAD REACHES THE EDGE OF BENCH, CONTINUE SOUTH ALONG WEST
 FQ0577'EDGE OF BENCH FOR 1.3 MILES TO THE STATION.  STATION IS 32 FEET
 FQ0577'EAST OF EDGE OF POINT ON WA.T RIM OF MESA.
 FQ0577'
 FQ0577'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FQ0577
 FQ0577                          STATION RECOVERY (1983)
 FQ0577
 FQ0577'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 FQ0577'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1977.
 FQ0577'AN ERROR WAS FOUND IN THE 1977 ROUTE TO THE STATION.
 FQ0577'
 FQ0577'TO REACH THE STATION FROM CAMERON TRAVEL NORTH ALONG U.S. HIGHWAY 89
 FQ0577'TO MILE POST 476.4 AND A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND
 FQ0577'TRAVEL EAST FOR 3.2 MILES TO TOP OF BENCH OR MESA AND A ROAD RIGHT.
 FQ0577'TURN RIGHT AND TRAVEL SOUTH ALONG THE WEST EDGE OF THE BENCH 5.0 MILES
 FQ0577'PASSING 2 HOGANS, CONTINUE 1.3 MILES TO STATION AT CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0540 ***********************************************************************
 GP0540  DESIGNATION -  TES GEZE
 GP0540  PID         -  GP0540
 GP0540  STATE/COUNTY-  AZ/COCONINO
 GP0540  USGS QUAD   -  TSE ESGIZII (1985)
 GP0540
 GP0540                         *CURRENT SURVEY CONTROL
 GP0540  ___________________________________________________________________
 GP0540* NAD 83(1992)-  36 48 27.43968(N)    111 06 06.47620(W)     ADJUSTED  
 GP0540* NAVD 88     -      1924.9    (meters)    6315.     (feet)  VERTCON   
 GP0540  ___________________________________________________________________
 GP0540  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 GP0540  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0540  HORZ ORDER  -  SECOND
 GP0540
 GP0540.The horizontal coordinates were established by classical geodetic methods
 GP0540.and adjusted by the National Geodetic Survey in August 1993.
 GP0540
 GP0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0540
 GP0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0540
 GP0540.The geoid height was determined by GEOID03.
 GP0540
 GP0540;                    North         East     Units Scale Factor Converg.
 GP0540;SPC AZ C     -   644,432.720   286,068.488   MT  0.99996511   +0 29 17.6
 GP0540;SPC AZ C     - 2,114,280.58    938,544.91   iFT  0.99996511   +0 29 17.6
 GP0540;UTM  12      - 4,073,536.448   490,919.561   MT  0.99960102   -0 03 39.6
 GP0540
 GP0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0540!SPC AZ C     -   0.99970157  x   0.99996511  =   0.99966669
 GP0540!UTM  12      -   0.99970157  x   0.99960102  =   0.99930271
 GP0540
 GP0540|---------------------------------------------------------------------|
 GP0540| PID    Reference Object                     Distance      Geod. Az  |
 GP0540|                                                           dddmmss.s |
 GP0540| CH3496 TES GEZE RM 1                         7.029 METERS 06925     |
 GP0540| CH3497 TES GEZE RM 2                        15.087 METERS 22727     |
 GP0540| CH3495 TES GEZE AZ MK                                     3112543.2 |
 GP0540|---------------------------------------------------------------------|
 GP0540
 GP0540                          SUPERSEDED SURVEY CONTROL
 GP0540
 GP0540  NAD 83(1986)-  36 48 27.43653(N)    111 06 06.47443(W) AD(       ) 2
 GP0540  NAD 27      -  36 48 27.44393(N)    111 06 03.96400(W) AD(       ) 2
 GP0540  NGVD 29 (07/19/86) 1923.9    (m)         6312.     (f) VERT ANG    3  
 GP0540
 GP0540.Superseded values are not recommended for survey control.
 GP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0540.See file dsdata.txt to determine how the superseded data were derived.
 GP0540
 GP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9092073536(NAD 83)
 GP0540_MARKER: DD = SURVEY DISK
 GP0540_SETTING: 80 = SET IN A BOULDER
 GP0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0540+STABILITY: SURFACE MOTION
 GP0540
 GP0540  HISTORY     - Date     Condition        Report By
 GP0540  HISTORY     - 1954     MONUMENTED       USGS
 GP0540  HISTORY     - 1963     GOOD             USGS
 GP0540  HISTORY     - 1970     GOOD             USGS
 GP0540  HISTORY     - 1973     GOOD             AZHD
 GP0540
 GP0540                          STATION DESCRIPTION
 GP0540
 GP0540'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0540'LOCATED ABOUT 29 MI E. OF NAVAJO BRIDGE, 20 MI SW. OF NAVAJO
 GP0540'MTN., UTAH.  ON VERY PROMINENT, KNOB-TOPPED BUTTE WHICH IS MOST
 GP0540'OUTSTANDING BUTTE ON DIVIDE BETWEEN KAIBITO AND NAVAJO CREEKS, 10
 GP0540'FT N. OF AND 1 FT LOWER THAN HIGHEST POINT.  THERE ARE SEVERAL
 GP0540'HOGANS AND SPRING AT BASE OF BUTTE.
 GP0540'
 GP0540'REACHED BY HELICOPTER.  THERE IS TRACK RD. TO BASE OF THIS BUTTE.
 GP0540'BUTTE MAY BE CLIMBED (INDIANS HAVE BEEN ON TOP), BUT ROUTE OF
 GP0540'ASCENT IS NOT KNOWN.
 GP0540'
 GP0540'STATION MARK--STANDARD TABLET STAMPED---TES GEZE 1954---, CEMENTED
 GP0540'IN DRILL HOLE IN CONGLOMERATE TOP.
 GP0540'
 GP0540'RMS--NONE SET.
 GP0540
 GP0540                          STATION RECOVERY (1963)
 GP0540
 GP0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (LGB)
 GP0540'THE STATION IS ABOUT 21 MILES SOUTHEAST OF PAGE AND 13-1/2
 GP0540'MILES SOUTH OF THE ARIZONA-UTAH STATE LINE, ON A HIGH POINTED
 GP0540'BUTTE, KNOWN LOCALLY AS TSAISKIZZIA ROCK, AND ON THE NAVAJO
 GP0540'INDIAN RESERVATION.
 GP0540'
 GP0540'TO REACH FROM THE PAGE AIRPORT IN PAGE, FLY SOUTHEASTERLY
 GP0540'(BY HELICOPTER) ON A COURSE OF 116 DEGREES TRUE FOR ABOUT 21
 GP0540'MILES TO A LANDING POINT ON THE NORTHWEST SIDE OF THE BUTT
 GP0540'FROM THIS POINT, PACK UPHILL FOR ABOUT 5 MINUTES TO THE HIGHEST
 GP0540'POINT AND THE STATION.
 GP0540'
 GP0540'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 GP0540'STAMPED TES GEZE 1954, SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 GP0540'ROCK, 10 FEET NORTHWEST OF THE HIGHEST POINT OF THE BUTTE.
 GP0540'
 GP0540'REFERENCE MARK 1, STAMPED TES GEZE NO 1 1963, IS A STANDARD
 GP0540'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  ABOUT
 GP0540'12 FEET LOWER THAN THE STATION AND 24 FEET (SLOPE) NORTHEAST
 GP0540'OF THE HIGHEST POINT OF THE BUTTE.
 GP0540'
 GP0540'REFERENCE MARK 2, STAMPED TES GEZE NO 2 1963, IS A STANDARD
 GP0540'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  ABOUT
 GP0540'18 FEET LOWER THAN THE STATION, 52 FEET SOUTH OF THE HIGHEST
 GP0540'POINT OF THE BUTTE AND 2 FEET NORTH OF THE SOUTH EDGE OF THE
 GP0540'BUTTE.
 GP0540'
 GP0540'THE AZIMUTH MARK, STAMPED TES GEZE 1963, IS A STANDARD DISK
 GP0540'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 300 PACES NORTHWEST
 GP0540'OF THE STATION NEAR THE NORTHWEST END OF THE BUTTE, 22 FEET
 GP0540'NORTHEAST OF THE SOUTHWEST EDGE OF THE BUTTE, 21 FEET SOUTHWEST
 GP0540'OF THE NORTHEAST EDGE AND 2 FEET WEST OF A CAIRN.
 GP0540'
 GP0540'NOTE--THE REFERENCE MARKS AND AZIMUTH MARK HAVE ADDITIONAL
 GP0540'STAMPING OF USGS.
 GP0540
 GP0540                          STATION RECOVERY (1970)
 GP0540
 GP0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GP0540'RM 1, TO RM 2 NOT MEASURED.
 GP0540'
 GP0540'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 GP0540'
 GP0540'ALL MARKS RECOVERED ON GOOD CONDITION.
 GP0540
 GP0540                          STATION RECOVERY (1973)
 GP0540
 GP0540'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1973 (JHW)
 GP0540'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 GP0540'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS
 GP0540'IN 1963.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0720 ***********************************************************************
 FQ0720  DESIGNATION -  TESHBITA RESET
 FQ0720  PID         -  FQ0720
 FQ0720  STATE/COUNTY-  AZ/NAVAJO
 FQ0720  USGS QUAD   -  FIVE BUTTES (1972)
 FQ0720
 FQ0720                         *CURRENT SURVEY CONTROL
 FQ0720  ___________________________________________________________________
 FQ0720* NAD 83(1992)-  35 16 07.86063(N)    110 04 15.87131(W)     ADJUSTED  
 FQ0720* NAVD 88     -      1790.6    (meters)    5875.     (feet)  VERTCON   
 FQ0720  ___________________________________________________________________
 FQ0720  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 FQ0720  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FQ0720  HORZ ORDER  -  FIRST
 FQ0720
 FQ0720.The horizontal coordinates were established by classical geodetic methods
 FQ0720.and adjusted by the National Geodetic Survey in August 1993.
 FQ0720
 FQ0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0720
 FQ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0720
 FQ0720.The geoid height was determined by GEOID03.
 FQ0720
 FQ0720;                    North         East     Units Scale Factor Converg.
 FQ0720;SPC AZ E     -   473,402.478   222,056.848   MT  0.99990093   +0 03 18.7
 FQ0720;SPC AZ E     - 1,553,157.74    728,532.97   iFT  0.99990093   +0 03 18.7
 FQ0720;UTM  12      - 3,903,253.681   584,488.967   MT  0.99968797   +0 32 11.1
 FQ0720
 FQ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0720!SPC AZ E     -   0.99972264  x   0.99990093  =   0.99962360
 FQ0720!UTM  12      -   0.99972264  x   0.99968797  =   0.99941070
 FQ0720
 FQ0720|---------------------------------------------------------------------|
 FQ0720| PID    Reference Object                     Distance      Geod. Az  |
 FQ0720|                                                           dddmmss.s |
 FQ0720| CD4060 TESHBITA RM 1                         6.608 METERS 15531     |
 FQ0720| ES1047 LOS ANGELES AMARILLO AWY BN 51      APPROX.37.5 KM 1894149.2 |
 FQ0720| CD4059 TESHBITA AZ MK                                     2360926.8 |
 FQ0720| CD4061 TESHBITA RM 2                         3.978 METERS 33033     |
 FQ0720|---------------------------------------------------------------------|
 FQ0720
 FQ0720                          SUPERSEDED SURVEY CONTROL
 FQ0720
 FQ0720  NAD 83(1986)-  35 16 07.85620(N)    110 04 15.87340(W) AD(       ) 1
 FQ0720  NAD 27      -  35 16 07.79900(N)    110 04 13.43200(W) AD(       ) 1
 FQ0720  NGVD 29 (07/19/86) 1789.7    (m)         5872.     (f) VERT ANG    3  
 FQ0720
 FQ0720.Superseded values are not recommended for survey control.
 FQ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0720.See file dsdata.txt to determine how the superseded data were derived.
 FQ0720
 FQ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8448903254(NAD 83)
 FQ0720_MARKER: DS = TRIANGULATION STATION DISK
 FQ0720_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0720
 FQ0720  HISTORY     - Date     Condition        Report By
 FQ0720  HISTORY     - 1972     MONUMENTED       NGS
 FQ0720  HISTORY     - 1972     GOOD             USGS
 FQ0720
 FQ0720                          STATION DESCRIPTION
 FQ0720
 FQ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FQ0720'THE STATION MARK WAS DESTROYED, REFERENCE MARKS 1 AND 2 AND
 FQ0720'THE AZIMUTH MARK WERE IN GOOD CONDITION.  THE STATION WAS
 FQ0720'RESET ON THE ORIGINAL POSITION AT THIS TIME BY USING THE ANGLES
 FQ0720'FROM THE REFERENCE MARKS AND THE AZIMUTH MARK AND THE OLD
 FQ0720'DISTANCES TO THE REFERENCE MARKS.
 FQ0720'
 FQ0720'THE 1951 ROUTE TO THE STATION IS UNCHANGED AND VERY ADEQUATE.
 FQ0720'
 FQ0720'THE STATION IS LOCATED ON A SMALL ROCKY HUMP THAT IS ALONG THE
 FQ0720'NORTHWEST SIDE OF THE HOLBROOK-KEAMS CANYON ROAIT IS ABOUT
 FQ0720'28 MILES AIRLINE NORTH OF HOLBROOK, ABOUT 9 MILES AIRLINE
 FQ0720'SOUTH OF THE INDIAN WELLS TRADING POST, AND ABOUT 15 MILES
 FQ0720'AIRLINE NORTHWEST OF THE PAINTED DESERT VIEW POINT ON U.S.
 FQ0720'HIGHWAY 66.
 FQ0720'
 FQ0720'TO REACH THE STATION FROM HOLBROOK GO EASTERLY ON U.S. HIGHWAY
 FQ0720'66 FOR 1.6 MILES TO THE KEAMS CANYON ROAD ON THE LEFT.  TURN
 FQ0720'LEFT AS PER SIGN KEAMS CANYON AND GO 24.3 MILES TO THE STATION
 FQ0720'ON THE LEFT.
 FQ0720'
 FQ0720'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0720'
 FQ0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 FQ0720'NORTH OF HOLBROOK.
 FQ0720
 FQ0720                          STATION RECOVERY (1972)
 FQ0720
 FQ0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0720'REFERENCE MARKS AND AZIMUTH MARK FOUND AS DESCRIBED.  STATION
 FQ0720'MARK IS NOW A STANDARD NGS TABLET STAMPED TESHBITA 1951 1972.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1309 ***********************************************************************
 DA1309  DESIGNATION -  TESMO
 DA1309  PID         -  DA1309
 DA1309  STATE/COUNTY-  AZ/PIMA
 DA1309  USGS QUAD   -  KINO PEAK (1990)
 DA1309
 DA1309                         *CURRENT SURVEY CONTROL
 DA1309  ___________________________________________________________________
 DA1309* NAD 83(1992)-  32 06 34.64027(N)    112 57 19.36698(W)     ADJUSTED  
 DA1309* NAVD 88     -       975.1    (meters)    3199.     (feet)  VERTCON   
 DA1309  ___________________________________________________________________
 DA1309  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 DA1309  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DA1309  HORZ ORDER  -  THIRD
 DA1309
 DA1309.The horizontal coordinates were established by classical geodetic methods
 DA1309.and adjusted by the National Geodetic Survey in August 1993.
 DA1309
 DA1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1309
 DA1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1309
 DA1309.The geoid height was determined by GEOID03.
 DA1309
 DA1309;                    North         East     Units Scale Factor Converg.
 DA1309;SPC AZ C     -   123,493.918   115,333.148   MT  1.00001847   -0 33 07.8
 DA1309;SPC AZ C     -   405,163.77    378,389.59   iFT  1.00001847   -0 33 07.8
 DA1309;UTM  12      - 3,554,260.372   315,508.323   MT  1.00001977   -1 02 22.8
 DA1309
 DA1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1309!SPC AZ C     -   0.99985197  x   1.00001847  =   0.99987043
 DA1309!UTM  12      -   0.99985197  x   1.00001977  =   0.99987173
 DA1309
 DA1309:                Primary Azimuth Mark                     Grid Az
 DA1309:SPC AZ C     -  BELL                                     274 22 11.7
 DA1309:UTM  12      -  BELL                                     274 51 26.7
 DA1309
 DA1309|---------------------------------------------------------------------|
 DA1309| PID    Reference Object                     Distance      Geod. Az  |
 DA1309|                                                           dddmmss.s |
 DA1309| DA1254 BELL                                APPROX.14.8 KM 2734903.9 |
 DA1309|---------------------------------------------------------------------|
 DA1309
 DA1309                          SUPERSEDED SURVEY CONTROL
 DA1309
 DA1309  NAD 83(1986)-  32 06 34.61257(N)    112 57 19.37542(W) AD(       ) 3
 DA1309  NGVD 29 (06/20/88)  974.4    (m)         3197.     (f) VERT ANG    3  
 DA1309
 DA1309.Superseded values are not recommended for survey control.
 DA1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1309.See file dsdata.txt to determine how the superseded data were derived.
 DA1309
 DA1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA1550854260(NAD 83)
 DA1309_MARKER: DS = TRIANGULATION STATION DISK
 DA1309_SETTING: 80 = SET IN A BOULDER
 DA1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1309+STABILITY: SURFACE MOTION
 DA1309
 DA1309  HISTORY     - Date     Condition        Report By
 DA1309  HISTORY     - 1962     MONUMENTED       USGS
 DA1309
 DA1309                          STATION DESCRIPTION
 DA1309
 DA1309'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DA1309'LOCATED ABOUT 19 MI SW. OF AJO, ABOUT 16 MI NW. OF LUKEVILLE.  ON
 DA1309'HIGHEST POINT OF NARROW PERPENDICULAR RIDGE OF PROMINENT MOUNTAIN
 DA1309'OF BRECCIAN FORMATION.
 DA1309'
 DA1309'REACHED BY HELICOPTER.
 DA1309'
 DA1309'STATION MARK--STANDARD TABLET STAMPED---TESMO 1962---, CEMENTED IN
 DA1309'PROTRUDING ROCK ON HIGHEST CENTRAL POINT.
 DA1309'
 DA1309'RM 1--STANDARD RM TABLET STAMPED---TESMO NO 1 1962---, CEMENTED IN
 DA1309'RIDGE OF ROCK, ABOUT 9 FT LOWER THAN STATION MARK.
 DA1309'
 DA1309'RM 2--STANDARD RM TABLET STAMPED---TESMO NO 2 1962---, IN ROCK
 DA1309'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5889 ***********************************************************************
 DJ5889  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5889  DESIGNATION -  TEST
 DJ5889  PID         -  DJ5889
 DJ5889  STATE/COUNTY-  AZ/MARICOPA
 DJ5889  USGS QUAD   -  TOLLESON (1982)
 DJ5889
 DJ5889                         *CURRENT SURVEY CONTROL
 DJ5889  ___________________________________________________________________
 DJ5889* NAD 83(2007)-  33 27 19.02318(N)    112 21 29.43808(W)     ADJUSTED  
 DJ5889* NAVD 88     -       300.47   (meters)     985.8    (feet)  GPS OBS   
 DJ5889  ___________________________________________________________________
 DJ5889  EPOCH DATE  -        2007.00
 DJ5889  X           -  -2,026,377.999 (meters)                     COMP
 DJ5889  Y           -  -4,926,565.527 (meters)                     COMP
 DJ5889  Z           -   3,496,346.406 (meters)                     COMP
 DJ5889  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DJ5889  ELLIP HEIGHT-         270.084 (meters)          (03/21/07) ADJUSTED
 DJ5889  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DJ5889  HORZ ORDER  -  FIRST
 DJ5889  ELLP ORDER  -  FOURTH    CLASS I
 DJ5889
 DJ5889.The horizontal coordinates were established by GPS observations
 DJ5889.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5889
 DJ5889.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5889.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5889.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5889.The epoch date for horizontal control is a decimal equivalence
 DJ5889.of Year/Month/Day.
 DJ5889
 DJ5889.The orthometric height was determined by GPS observations and a
 DJ5889.high-resolution geoid model.
 DJ5889.The orthometric height was determined by GPS observations and a
 DJ5889.high-resolution geoid model using precise GPS observation and
 DJ5889.processing techniques.
 DJ5889
 DJ5889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5889
 DJ5889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5889
 DJ5889.The ellipsoidal height was determined by GPS observations
 DJ5889.and is referenced to NAD 83.
 DJ5889
 DJ5889.The geoid height was determined by GEOID03.
 DJ5889
 DJ5889;                    North         East     Units Scale Factor Converg.
 DJ5889;SPC AZ C     -   272,328.570   172,316.577   MT  0.99992076   -0 14 36.2
 DJ5889;SPC AZ C     -   893,466.44    565,343.10   iFT  0.99992076   -0 14 36.2
 DJ5889;UTM  12      - 3,702,586.489   373,775.700   MT  0.99979643   -0 44 55.8
 DJ5889
 DJ5889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5889!SPC AZ C     -   0.99995760  x   0.99992076  =   0.99987836
 DJ5889!UTM  12      -   0.99995760  x   0.99979643  =   0.99975404
 DJ5889
 DJ5889                          SUPERSEDED SURVEY CONTROL
 DJ5889
 DJ5889.No superseded survey control is available for this station.
 DJ5889
 DJ5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7377602586(NAD 83)
 DJ5889_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5889_STAMPING: NO STAMPING
 DJ5889_PROJECTION: RECESSED 20 CENTIMETERS
 DJ5889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5889+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DJ5889
 DJ5889  HISTORY     - Date     Condition        Report By
 DJ5889  HISTORY     - UNK      MONUMENTED       EVANS
 DJ5889  HISTORY     - 20061101 GOOD             EVANS
 DJ5889
 DJ5889                          STATION DESCRIPTION
 DJ5889
 DJ5889'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5889'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5889'SOUTH ON LITCHFIELD ROAD, 970M, TO TEST DRIVE.  STATION IS A CITY OF
 DJ5889'GOODYEAR BRASS DISK, UNMARKED, IN CONCRETE POST, IN A SURVEY HAND
 DJ5889'HOLE, RECESSED 15CM.  STATION IS AT THE INTERSECTION OF LITCHFIELD
 DJ5889'ROAD AND TEST DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1462 ***********************************************************************
 CZ1462  DESIGNATION -  TEST 3
 CZ1462  PID         -  CZ1462
 CZ1462  STATE/COUNTY-  AZ/PIMA
 CZ1462  USGS QUAD   -  TUCSON (1992)
 CZ1462
 CZ1462                         *CURRENT SURVEY CONTROL
 CZ1462  ___________________________________________________________________
 CZ1462* NAD 83(1986)-  32 09 33.     (N)    110 59 14.     (W)     SCALED    
 CZ1462* NAVD 88     -       746.267  (meters)    2448.38   (feet)  ADJUSTED  
 CZ1462  ___________________________________________________________________
 CZ1462  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ1462  DYNAMIC HT  -         745.240 (meters)    2445.01  (feet)  COMP
 CZ1462  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 CZ1462
 CZ1462  VERT ORDER  -  FIRST     CLASS 0
 CZ1462
 CZ1462.The horizontal coordinates were scaled from a topographic map and have
 CZ1462.an estimated accuracy of +/- 6 seconds.
 CZ1462
 CZ1462.The orthometric height was determined by differential leveling
 CZ1462.and adjusted in June 1991.
 CZ1462
 CZ1462.The geoid height was determined by GEOID03.
 CZ1462
 CZ1462.The dynamic height is computed by dividing the NAVD 88
 CZ1462.geopotential number by the normal gravity value computed on the
 CZ1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1462.degrees latitude (g = 980.6199 gals.).
 CZ1462
 CZ1462.The modeled gravity was interpolated from observed gravity values.
 CZ1462
 CZ1462;                    North         East    Units  Estimated Accuracy
 CZ1462;SPC AZ C     -   128,890.      301,030.      MT  (+/- 180 meters Scaled)
 CZ1462
 CZ1462                          SUPERSEDED SURVEY CONTROL
 CZ1462
 CZ1462.No superseded survey control is available for this station.
 CZ1462
 CZ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA012580(NAD 83)
 CZ1462_MARKER: I = METAL ROD
 CZ1462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1462_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1462_STAMPING: TEST 3
 CZ1462_PROJECTION: FLUSH
 CZ1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1462+STABILITY: POSITION/ELEVATION WELL
 CZ1462_ROD/PIPE-DEPTH: 9.1  meters
 CZ1462_SLEEVE-DEPTH  : 6.1 meters
 CZ1462
 CZ1462  HISTORY     - Date     Condition        Report By
 CZ1462  HISTORY     - 1980     MONUMENTED       NGS
 CZ1462  HISTORY     - 1980     GOOD             NGS
 CZ1462  HISTORY     - 19950924 MARK NOT FOUND   USPSQD
 CZ1462
 CZ1462                          STATION DESCRIPTION
 CZ1462
 CZ1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1462'IN TUCSON.
 CZ1462'FROM INTERSTATE HIGHWAY 19 AND DREXEL ROAD OVERPASS, GO NORTH ALONG
 CZ1462'THE WEST SIDE OF THE WEST RIGHT-OF-WAY FENCE 0.8 KILOMETER (0.5
 CZ1462'MILE) PASSING UNDER A HIGH VOLTAGE POWER LINE, CONTINUE NORTH ON
 CZ1462'THE WEST SIDE OF THE WEST RIGHT-OF-WAY FENCE FOR 0.3 KILOMETER
 CZ1462'(0.2 MILE).  ALSO FROM INTERSTATE HIGHWAY 19 AND IRVINGTON ROAD
 CZ1462'OVERPASS, GO SOUTH ALONG THE WEST SIDE OF THE WEST RIGHT-OF-WAY
 CZ1462'FENCE FOR 0.4 KILOMETER (0.25 MILE),
 CZ1462'30.1 METERS (99 FEET) NORTHWEST OF THE INSTRUMENT STATION, 25.6
 CZ1462'METERS (84 FEET) WEST OF THE RIGHT-OF-WAY FENCE, 16.6 METERS (54
 CZ1462'FEET) SOUTHEAST OF TEST 6 AND 15.2 METERS (50 FEET) NORTHEAST OF
 CZ1462'TEST 2.  THIS BENCH MARK WAS ESTABLISHED FOR THE TUCSON, AZ
 CZ1462'REFRACTION TEST.
 CZ1462'THE MARK IS 1.0 M BELOW INSTRUMENT STATION.
 CZ1462
 CZ1462                          STATION RECOVERY (1980)
 CZ1462
 CZ1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1462'RECOVERED IN GOOD CONDITION.
 CZ1462
 CZ1462                          STATION RECOVERY (1995)
 CZ1462
 CZ1462'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1464 ***********************************************************************
 CZ1464  DESIGNATION -  TEST 5
 CZ1464  PID         -  CZ1464
 CZ1464  STATE/COUNTY-  AZ/PIMA
 CZ1464  USGS QUAD   -  TUCSON (1992)
 CZ1464
 CZ1464                         *CURRENT SURVEY CONTROL
 CZ1464  ___________________________________________________________________
 CZ1464* NAD 83(1986)-  32 09 33.     (N)    110 59 14.     (W)     SCALED    
 CZ1464* NAVD 88     -       747.152  (meters)    2451.28   (feet)  ADJUSTED  
 CZ1464  ___________________________________________________________________
 CZ1464  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CZ1464  DYNAMIC HT  -         746.124 (meters)    2447.91  (feet)  COMP
 CZ1464  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 CZ1464
 CZ1464  VERT ORDER  -  FIRST     CLASS 0
 CZ1464
 CZ1464.The horizontal coordinates were scaled from a topographic map and have
 CZ1464.an estimated accuracy of +/- 6 seconds.
 CZ1464
 CZ1464.The orthometric height was determined by differential leveling
 CZ1464.and adjusted in June 1991.
 CZ1464
 CZ1464.The geoid height was determined by GEOID03.
 CZ1464
 CZ1464.The dynamic height is computed by dividing the NAVD 88
 CZ1464.geopotential number by the normal gravity value computed on the
 CZ1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1464.degrees latitude (g = 980.6199 gals.).
 CZ1464
 CZ1464.The modeled gravity was interpolated from observed gravity values.
 CZ1464
 CZ1464;                    North         East    Units  Estimated Accuracy
 CZ1464;SPC AZ C     -   128,890.      301,030.      MT  (+/- 180 meters Scaled)
 CZ1464
 CZ1464                          SUPERSEDED SURVEY CONTROL
 CZ1464
 CZ1464.No superseded survey control is available for this station.
 CZ1464
 CZ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA012580(NAD 83)
 CZ1464_MARKER: I = METAL ROD
 CZ1464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1464_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1464_STAMPING: TEST 5
 CZ1464_PROJECTION: FLUSH
 CZ1464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1464+STABILITY: POSITION/ELEVATION WELL
 CZ1464_ROD/PIPE-DEPTH: 8.2  meters
 CZ1464_SLEEVE-DEPTH  : 6.1 meters
 CZ1464
 CZ1464  HISTORY     - Date     Condition        Report By
 CZ1464  HISTORY     - 1980     MONUMENTED       NGS
 CZ1464  HISTORY     - 1980     GOOD             NGS
 CZ1464  HISTORY     - 19950924 MARK NOT FOUND   USPSQD
 CZ1464
 CZ1464                          STATION DESCRIPTION
 CZ1464
 CZ1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1464'IN TUCSON.
 CZ1464'FROM INTERSTATE HIGHWAY 19 AND DREXEL ROAD OVERPASS, GO NORTH ALONG
 CZ1464'THE WEST SIDE OF THE WEST RIGHT-OF-WAY FENCE 0.8 KILOMETER (0.5
 CZ1464'MILE) PASSING UNDER A HIGH VOLTAGE POWER LINE, CONTINUE NORTH ON
 CZ1464'THE WEST SIDE OF THE WEST RIGHT-OF-WAY FENCE FOR 0.3 KILOMETER
 CZ1464'(0.2 MILE).  ALSO FROM INTERSTATE HIGHWAY 19 AND IRVINGTON ROAD
 CZ1464'OVERPASS, GO SOUTH ALONG THE WEST SIDE OF THE WEST RIGHT-OF-WAY
 CZ1464'FENCE FOR 0.4 KILOMETER (0.25 MILE),
 CZ1464'48.9 METERS (160 FEET) WEST OF THE RIGHT-OF-WAY FENCE, 45.0 METERS
 CZ1464'(148 FEET) NORTHWEST OF THE INSTRUMENT STATION, 16.3 METERS (53
 CZ1464'FEET) NORTHEAST OF TEST 4, 15.9 METERS (52 FEET) EAST OF TEST 8
 CZ1464'AND 13.9 METERS (45.5 FEET) SOUTHWEST OF TEST 6.  THIS IS THE CENTER
 CZ1464'BENCH MARK FOR THE TUCSON, AZ REFRACTION TEST SITE.
 CZ1464'THE MARK IS ABOVE LEVEL WITH INSTRUMENT STATION.
 CZ1464
 CZ1464                          STATION RECOVERY (1980)
 CZ1464
 CZ1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1464'RECOVERED IN GOOD CONDITION.
 CZ1464
 CZ1464                          STATION RECOVERY (1995)
 CZ1464
 CZ1464'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0869 ***********************************************************************
 ET0869  DESIGNATION -  TEXAS
 ET0869  PID         -  ET0869
 ET0869  STATE/COUNTY-  AZ/YAVAPAI
 ET0869  USGS QUAD   -  HUMBOLDT (1973)
 ET0869
 ET0869                         *CURRENT SURVEY CONTROL
 ET0869  ___________________________________________________________________
 ET0869* NAD 83(1992)-  34 31 59.60106(N)    112 14 35.61907(W)     ADJUSTED  
 ET0869* NAVD 88     -      1398.19   (+/-2cm)    4587.2    (feet)  VERTCON   
 ET0869  ___________________________________________________________________
 ET0869  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ET0869  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 ET0869  HORZ ORDER  -  SECOND
 ET0869  VERT ORDER  -  THIRD ? (See Below)
 ET0869
 ET0869.The horizontal coordinates were established by classical geodetic methods
 ET0869.and adjusted by the National Geodetic Survey in August 1993.
 ET0869
 ET0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0869.The vertical order pertains to the NGVD 29 superseded value.
 ET0869
 ET0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0869
 ET0869.The geoid height was determined by GEOID03.
 ET0869
 ET0869;                    North         East     Units Scale Factor Converg.
 ET0869;SPC AZ C     -   391,845.250   183,383.499   MT  0.99991107   -0 11 06.4
 ET0869;SPC AZ C     - 1,285,581.53    601,651.90   iFT  0.99991107   -0 11 06.4
 ET0869;UTM  12      - 3,821,982.954   385,909.748   MT  0.99976044   -0 42 17.4
 ET0869
 ET0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0869!SPC AZ C     -   0.99978467  x   0.99991107  =   0.99969576
 ET0869!UTM  12      -   0.99978467  x   0.99976044  =   0.99954516
 ET0869
 ET0869|---------------------------------------------------------------------|
 ET0869| PID    Reference Object                     Distance      Geod. Az  |
 ET0869|                                                           dddmmss.s |
 ET0869| CH3500 TEXAS RM 1                           12.027 METERS 07853     |
 ET0869| ET0874 ESTATE                              APPROX. 2.8 KM 3382200.6 |
 ET0869| CH3501 ROUTE 69 MP 281.35                   21.907 METERS 34849     |
 ET0869|---------------------------------------------------------------------|
 ET0869
 ET0869                          SUPERSEDED SURVEY CONTROL
 ET0869
 ET0869  NAD 83(1986)-  34 31 59.59730(N)    112 14 35.61722(W) AD(       ) 2
 ET0869  NAD 27      -  34 31 59.50775(N)    112 14 33.03286(W) AD(       ) 2
 ET0869  NGVD 29 (07/19/86) 1397.39   (m)         4584.6    (f) LEVELING    3  
 ET0869
 ET0869.Superseded values are not recommended for survey control.
 ET0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0869.See file dsdata.txt to determine how the superseded data were derived.
 ET0869
 ET0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8591021983(NAD 83)
 ET0869_MARKER: DD = SURVEY DISK
 ET0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0869+STABILITY: SURFACE MOTION
 ET0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0869+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0869
 ET0869  HISTORY     - Date     Condition        Report By
 ET0869  HISTORY     - 1980     MONUMENTED       AZDT
 ET0869  HISTORY     - 19971112 GOOD             USPSQD
 ET0869  HISTORY     - 20040821 GOOD             USPSQD
 ET0869  HISTORY     - 20080711 GOOD             GEOCAC
 ET0869
 ET0869                          STATION DESCRIPTION
 ET0869
 ET0869'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0869'THE STATION IS LOCATED 13 MILES EAST OF PRESCOTT, 1/4 MILE NORTH OF
 ET0869'DEWEY AND ALONG THE EAST RIGHT OF WAY OF ARIZONA HIGHWAY 69.
 ET0869'
 ET0869'THE STATION MARK IS AN ADOT DISK STAMPED TEXAS 1980.  IT IS SET IN TOP
 ET0869'OF A CONCRETE MONUMENT 121 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 ET0869'AND 4.3 FEET WEST OF THE WITNESS POST.
 ET0869'
 ET0869'REFERENCE MARK 1 IS AN ADOT DISK STAMPED TEXAS RM 1 1980.  IT IS SET
 ET0869'IN TOP OF A CONCRETE MONUMENT.
 ET0869'
 ET0869'REFERENCE MARK 2 IS AN AHD DISK STAMPED P AND M 1345 MP 281.35 1973.
 ET0869'IT IS SET IN A DRILL HOLE IN A ROCK.
 ET0869'
 ET0869'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY, TRAVEL NORTH ALONG
 ET0869'ARIZONA HIGHWAY 69 FOR 0.27 MILE TO THE STATION ON THE RIGHT ON A
 ET0869'SMALL RISE.
 ET0869
 ET0869                          STATION RECOVERY (1997)
 ET0869
 ET0869'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0869'RECOVERED IN GOOD CONDITION.
 ET0869
 ET0869                          STATION RECOVERY (2004)
 ET0869
 ET0869'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0869'RECOVERED AS DESCRIBED. MARK 2
 ET0869
 ET0869                          STATION RECOVERY (2008)
 ET0869
 ET0869'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0869'RECOVERED STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION AS
 ET0869'DESCRIBED.
 ET0869' 
 ET0869'A DESTROYED MONUMENT WHERE REFERENCE MARK 1 SHOULD HAVE BEEN LOCATED
 ET0869'WAS FOUND DESTROYED, THE DISK WAS NOT FOUND AMONG THE MONUMENT DEBRIS.
 ET0869' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1421 ***********************************************************************
 DA1421  DESIGNATION -  TEXAS HILL
 DA1421  PID         -  DA1421
 DA1421  STATE/COUNTY-  AZ/YUMA
 DA1421  USGS QUAD   -  TEXAS HILL (1982)
 DA1421
 DA1421                         *CURRENT SURVEY CONTROL
 DA1421  ___________________________________________________________________
 DA1421* NAD 83(1992)-  32 49 53.11691(N)    113 41 36.45386(W)     ADJUSTED  
 DA1421* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 DA1421  ___________________________________________________________________
 DA1421  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DA1421  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DA1421  HORZ ORDER  -  FIRST
 DA1421
 DA1421.The horizontal coordinates were established by classical geodetic methods
 DA1421.and adjusted by the National Geodetic Survey in August 1993.
 DA1421
 DA1421.The orthometric height was scaled from a topographic map.
 DA1421
 DA1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1421
 DA1421.The geoid height was determined by GEOID03.
 DA1421
 DA1421;                    North         East     Units Scale Factor Converg.
 DA1421;SPC AZ W     -   203,065.728   218,653.573   MT  0.99993368   +0 01 50.4
 DA1421;SPC AZ W     -   666,226.14    717,367.37   iFT  0.99993368   +0 01 50.4
 DA1421;UTM  12      - 3,635,813.013   247,872.281   MT  1.00038390   -1 27 39.9
 DA1421
 DA1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1421!SPC AZ W     -   0.99996765  x   0.99993368  =   0.99990133
 DA1421!UTM  12      -   0.99996765  x   1.00038390  =   1.00035153
 DA1421
 DA1421|---------------------------------------------------------------------|
 DA1421| PID    Reference Object                     Distance      Geod. Az  |
 DA1421|                                                           dddmmss.s |
 DA1421| CH3498 TEXAS HILL RM 1                       7.898 METERS 14423     |
 DA1421| CH3499 TEXAS HILL RM 2                       4.190 METERS 21113     |
 DA1421| DA1434 GROWL                               APPROX.12.4 KM 3110741.4 |
 DA1421|---------------------------------------------------------------------|
 DA1421
 DA1421                          SUPERSEDED SURVEY CONTROL
 DA1421
 DA1421  NAD 83(1986)-  32 49 53.11181(N)    113 41 36.46017(W) AD(       ) 1
 DA1421  NAD 27      -  32 49 52.94400(N)    113 41 33.74000(W) AD(       ) 1
 DA1421
 DA1421.Superseded values are not recommended for survey control.
 DA1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1421.See file dsdata.txt to determine how the superseded data were derived.
 DA1421
 DA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB4787235813(NAD 83)
 DA1421_MARKER: DS = TRIANGULATION STATION DISK
 DA1421_SETTING: 0 = UNSPECIFIED SETTING
 DA1421
 DA1421  HISTORY     - Date     Condition        Report By
 DA1421  HISTORY     - 1934     MONUMENTED       USGS
 DA1421  HISTORY     - 1952     SEE DESCRIPTION  USE
 DA1421  HISTORY     - 1967     GOOD             AMS
 DA1421
 DA1421                          STATION DESCRIPTION
 DA1421
 DA1421'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 DA1421'STATION IS LOCATED ABOUT 8 MILES, AIR LINE, NE OF MOHAWK, ABOUT
 DA1421'1 MILE N OF THE GILA RIVER, ON THE HIGHEST POINT OF THE PROMINENT
 DA1421'BUTTE THAT IS LOCALLY KNOWN AS TEXAS HILL.
 DA1421'
 DA1421'STATION MARK IS A STANDARD U.S.G.S. TABLET SET IN DRILL HOLE
 DA1421'IN ROCK.
 DA1421'
 DA1421'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 DA1421'IN OUTCROPPING BEDROCK.
 DA1421'
 DA1421'TO REACH FROM WELLTON, GO E ON U.S. HIGHWAY 80 FOR 6.5 MILES TO
 DA1421'TACNA.  HERE TAKE ROAD N (ROLL ROAD) FOR 2.5 MILES TO A FORKS.
 DA1421'TAKE RIGHT FORK AND GO 0.9 MILE.  HERE TURN LEFT AND GO 0.9
 DA1421'MILE.  (THIS PLACE IS KNOWN AS ROLL, ARIZ.) TURN RIGHT, E,
 DA1421'AND GO 0.9 MILE TO THE MOHAWK VALLEY SCHOOL.  HERE TURN LEFT,
 DA1421'N, AND GO 1.0 MILE.  AT THIS POINT TURN RIGHT, E, AND FOLLOW
 DA1421'MAIN ROAD FOR 6.8 MILES.  HERE TURN RIGHT AND GO 2.3 MILES TO A
 DA1421'FORK.  TAKE LEFT FORK AND GO 2.9 MILES TO RAILROAD SECTION
 DA1421'QUARTERS AT GROWLER.  FROM HERE CONTINUE E ON MAIN ROAD
 DA1421'(THIS ROAD VERY ROUGH) FOR 4.2 MILES.  HERE TAKE A RIGHT
 DA1421'FORK, ABOUT 100 YARDS SE OF RAILROAD BRIDGE NO. 797.13 AND GO
 DA1421'2.1 MILES TO A FORK.  TAKE RIGHT FORK ON A DIM ROAD AND GO
 DA1421'0.9 MILE AND TURN RIGHT INTO THE YARD OF THE TEXAS HILL RANCH.
 DA1421'HERE TURN LEFT THROUGH A GATE JUST N OF THE
 DA1421'CORRUGATED-IRON PUMP HOUSE AND GO S THROUGH 2 MORE GATES JUST
 DA1421'E OF THE PUMP HOUSE.  GO 0.1 MILE AND PASS THROUGH ANOTHER
 DA1421'GATE.  THERE TURN RIGHT AND ENTER A LANE LEADING W AND GO 0.2
 DA1421'MILE TO END OF LANE.  HERE FOLLOW A TRAIL SW FOR 0.4 MILE TO END
 DA1421'OF TRUCK TRAVEL AT BASE OF HILL.  FROM HERE CLIMB UP TO TOP
 DA1421'AND STATION.  ABOUT A 25-MINUTE PACK.
 DA1421'
 DA1421'THIS STATION WAS ESTABLISHED IN 1925 BY THE U.S.G.S.
 DA1421
 DA1421                          STATION RECOVERY (1952)
 DA1421
 DA1421'RECOVERY NOTE BY US ENGINEERS 1952
 DA1421'RECOVERY TO BASE OF HILL ONLY.  POLE WAS VISIBLE ON STATION.
 DA1421'
 DA1421'TO REACH FROM THE POST OFFICE AT ROLL, PROCEED TO RAILROAD
 DA1421'CAMP AT GROWLER (SEE DESCRIPTION FOR STATION GROWL), CONTINUE
 DA1421'ALONG GRADED ROAD NEAR RAILROAD 7.95 MILES E TO A TRACK ROAD
 DA1421'RIGHT (ABOUT 150 YARDS W OF RAILROAD MILEPOST 801), TURN RIGHT
 DA1421'AND GO 1.05 MILES TO AN OLD RANCH HOUSE.  TURN RIGHT ON TRACK
 DA1421'ROAD AND GO 0.95 MILE TO A FORK AND VERY FAINT TRACKS TO THE
 DA1421'RIGHT, GO RIGHT ALONG FAINT TRACKS (SW) 1.25 MILES TO BASE OF
 DA1421'HILL.
 DA1421
 DA1421                          STATION RECOVERY (1967)
 DA1421
 DA1421'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CS)
 DA1421'THE STATION MARK, R.M. NO 1 AND R.M. NO 2, RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0018 ***********************************************************************
 CZ0018  DESIGNATION -  TEXAS SUMMIT
 CZ0018  PID         -  CZ0018
 CZ0018  STATE/COUNTY-  AZ/COCHISE
 CZ0018  USGS QUAD   -  DRAGOON (1995)
 CZ0018
 CZ0018                         *CURRENT SURVEY CONTROL
 CZ0018  ___________________________________________________________________
 CZ0018* NAD 83(1992)-  32 03 47.21312(N)    110 04 24.31762(W)     ADJUSTED  
 CZ0018* NAVD 88     -      1530.765  (meters)    5022.18   (feet)  ADJUSTED  
 CZ0018  ___________________________________________________________________
 CZ0018  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CZ0018  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CZ0018  DYNAMIC HT  -        1528.399 (meters)    5014.42  (feet)  COMP
 CZ0018  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 CZ0018
 CZ0018  HORZ ORDER  -  SECOND
 CZ0018  VERT ORDER  -  FIRST     CLASS II
 CZ0018
 CZ0018.The horizontal coordinates were established by classical geodetic methods
 CZ0018.and adjusted by the National Geodetic Survey in August 1993.
 CZ0018
 CZ0018.The orthometric height was determined by differential leveling
 CZ0018.and adjusted in June 1991.
 CZ0018
 CZ0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0018
 CZ0018.The geoid height was determined by GEOID03.
 CZ0018
 CZ0018.The dynamic height is computed by dividing the NAVD 88
 CZ0018.geopotential number by the normal gravity value computed on the
 CZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0018.degrees latitude (g = 980.6199 gals.).
 CZ0018
 CZ0018.The modeled gravity was interpolated from observed gravity values.
 CZ0018
 CZ0018;                    North         East     Units Scale Factor Converg.
 CZ0018;SPC AZ E     -   117,868.755   222,164.103   MT  0.99990096   +0 02 58.2
 CZ0018;SPC AZ E     -   386,708.51    728,884.85   iFT  0.99990096   +0 02 58.2
 CZ0018;UTM  12      - 3,547,806.968   587,461.957   MT  0.99969434   +0 29 30.9
 CZ0018
 CZ0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0018!SPC AZ E     -   0.99976398  x   0.99990096  =   0.99966496
 CZ0018!UTM  12      -   0.99976398  x   0.99969434  =   0.99945839
 CZ0018
 CZ0018:                Primary Azimuth Mark                     Grid Az
 CZ0018:SPC AZ E     -  PHOENIX EL PASO AWY BCN T 2              230 53 39.4
 CZ0018:UTM  12      -  PHOENIX EL PASO AWY BCN T 2              230 27 06.7
 CZ0018
 CZ0018|---------------------------------------------------------------------|
 CZ0018| PID    Reference Object                     Distance      Geod. Az  |
 CZ0018|                                                           dddmmss.s |
 CZ0018| CZ1783 PHOENIX EL PASO AWY BCN T 2         APPROX. 5.1 KM 2305637.6 |
 CZ0018| CZ0017 TEXAS SUMMIT RM 2                     8.339 METERS 29533     |
 CZ0018| CZ1485 TEXAS SUMMIT RM 1                     8.205 METERS 33714     |
 CZ0018|---------------------------------------------------------------------|
 CZ0018
 CZ0018                          SUPERSEDED SURVEY CONTROL
 CZ0018
 CZ0018  NAD 83(1986)-  32 03 47.20626(N)    110 04 24.31500(W) AD(       ) 2
 CZ0018  NAD 27      -  32 03 46.92140(N)    110 04 22.06680(W) AD(       ) 2
 CZ0018  NGVD 29 (??/??/92) 1529.868  (m)         5019.24   (f) ADJ UNCH    1 2
 CZ0018
 CZ0018.Superseded values are not recommended for survey control.
 CZ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0018.See file dsdata.txt to determine how the superseded data were derived.
 CZ0018
 CZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA8746247807(NAD 83)
 CZ0018_MARKER: DS = TRIANGULATION STATION DISK
 CZ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0018_STAMPING: TEXAS SUMMIT 1960
 CZ0018_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0018+STABILITY: SURFACE MOTION
 CZ0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0018+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2006
 CZ0018
 CZ0018  HISTORY     - Date     Condition        Report By
 CZ0018  HISTORY     - 1960     MONUMENTED       CGS
 CZ0018  HISTORY     - 1960     GOOD             CGS
 CZ0018  HISTORY     - 1967     GOOD             AMS
 CZ0018  HISTORY     - 1967     GOOD             AMS
 CZ0018  HISTORY     - 1979     GOOD             NGS
 CZ0018  HISTORY     - 20061117 GOOD             INDIV
 CZ0018
 CZ0018                          STATION DESCRIPTION
 CZ0018
 CZ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ0018'THE STATION IS ABOUT 15 MILES EAST OF BENSON AND 0.15 MILE
 CZ0018'EAST OF A ROADSIDE REST AREA ON A HIGH RIDGE LOCALLY KNOWN
 CZ0018'AS TEXAS SUMMIT.
 CZ0018'
 CZ0018'TO REACH THE STATION FROM THE POST OFFICE AT BENSON GO EAST
 CZ0018'ON STATE HIGHWAY 86 FOR 15.0 MILES TO A ROADSIDE REST AREA ON
 CZ0018'EITHER SIDE OF THE HIGHWAY, CONTINUE EAST ON STATE HIGHWAY
 CZ0018'86 FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 CZ0018'PACK NORTHEAST UP THE HIGH BANK AND ACROSS THE RIGHT-OF-WAY
 CZ0018'FENCE TO THE STATION.  LENGTH OF PACK IS ABOUT 70 YARDS.
 CZ0018'
 CZ0018'THE STATION MARK, STAMPED TEXAS SUMMIT 1960, IS A STANDARD
 CZ0018'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CZ0018'PROJECTS 3 INCHES.  IT IS 63 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 CZ0018'FENCE AND 7 FEET SOUTH OF THE WITNESS POST.
 CZ0018'
 CZ0018'REFERENCE MARK NO. 1, STAMPED TEXAS SUMMIT NO 1 1960, IS
 CZ0018'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT
 CZ0018'IS 27 FEET NORTHWEST OF THE WITNESS POST AND 6 FEET BELOW
 CZ0018'STATION ELEVATION.
 CZ0018'
 CZ0018'REFERENCE MARK NO. 2, STAMPED TEXAS SUMMIT NO 2 1960, IS
 CZ0018'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT
 CZ0018'IS 33 FEET WEST OF THE WITNESS POST AND 5 FEET BELOW STATION
 CZ0018'ELEVATION.
 CZ0018'
 CZ0018'TRIANGULATION STATION JOHNSON MAY BE USED FOR THE AZIMUTH
 CZ0018'MARK.
 CZ0018
 CZ0018                          STATION RECOVERY (1960)
 CZ0018
 CZ0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0018'15.2 MI E FROM BENSON.
 CZ0018'15.15 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0018'HIGHWAY 86, 63.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, ABOUT 210
 CZ0018'FEET NORTHEAST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF
 CZ0018'HIGHWAY, 7 FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A 12-INCH
 CZ0018'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 CZ0018
 CZ0018                          STATION RECOVERY (1967)
 CZ0018
 CZ0018'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ0018'MARK IS LOCATED APPROXIMATELY 15.0 AIRMILES (ENE) OF BENSON,
 CZ0018'ARIZONA.  19.2 AIRMILES (SW) OF WILLCOX, ARIZONA.
 CZ0018'
 CZ0018'TO REACH MARK FROM POST OFFICE IN BENSON, ARIZONA, GO (N)
 CZ0018'ONE BLOCK TO INTERSECTION WITH U.S. HWY 80.  TURN RIGHT
 CZ0018'(E) AND GO 15.6 MILES TO A HIGHWAY CUT.  THE STATION SITE
 CZ0018'IS ON THE HIGH POINT OF THE RIDGE TO THE RIGHT (SE).  THE
 CZ0018'MARK IS LOCATED 19.2 M (SE) OF THE RIGHT-OF-WAY FENCE.
 CZ0018'
 CZ0018'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A 25
 CZ0018'X 25 CM SQUARE CONCRETE POST PROTRUDING 0.06 M ABOVE GROUND.
 CZ0018'STAMPED TEXAS SUMMIT 1960.
 CZ0018'
 CZ0018'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A LARGE BOULDER
 CZ0018'PROTRUDING 0.21 M ABOVE GROUND.  STAMPED TEXAS SUMMIT NO
 CZ0018'1 1960. IT IS LOCATED 9.192 M (NNW) OF MARK
 CZ0018'AND A D.E. OF -1.99 M.
 CZ0018'
 CZ0018'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A LARGE BOULDER
 CZ0018'PROTRUDING 0.47 M ABOVE GROUND.  STAMPED TEXAS SUMMIT NO
 CZ0018'2 1960.  IT IS LOCATED 9.276 M (WNW)
 CZ0018'AND A D.E. OF -1.83 M.
 CZ0018'
 CZ0018'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CZ0018'IN ALL DIRECTIONS EXCEPT IN MAG. AZ. AREA OF 230 DEG-07 DEG
 CZ0018'(MOUNTAIN).
 CZ0018
 CZ0018                          STATION RECOVERY (1967)
 CZ0018
 CZ0018'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ0018'MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.
 CZ0018'
 CZ0018'AZIMUTH MARK OBSERVED.
 CZ0018'
 CZ0018'REFERENCE MARKS RECOVERED, HOWEVER, THE DISTANCE TO THEM
 CZ0018'DIFFERED FROM PUBLISHED DATA--
 CZ0018'
 CZ0018'DISTANCE TO REFERENCE MARK 1 =8.775 METERS.
 CZ0018'
 CZ0018'DISTANCE TO REFERENCE MARK 2 = 8.965 METERS.
 CZ0018
 CZ0018                          STATION RECOVERY (1979)
 CZ0018
 CZ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0018'26.4 KILOMETERS (16.4 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0018'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, ON TOP OF THE HIGHEST
 CZ0018'HILL ON THE SOUTHEAST SIDE OF THE HIGHWAY AT TEXAS SUMMIT, 0.4
 CZ0018'KILOMETER (0.25 MILE) NORTHEAST OF A REST AREA AND 19.8 METERS (65
 CZ0018'FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CZ0018'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CZ0018'THE MARK IS 12 M ABOVE THE HIGHWAY.
 CZ0018
 CZ0018                          STATION RECOVERY (2006)
 CZ0018
 CZ0018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJN)
 CZ0018'MONUMENT FOUND IN GOOD CONDITION. DESCRIPTION TO MONUEMENT FOUND
 CZ0018'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1485 ***********************************************************************
 CZ1485  DESIGNATION -  TEXAS SUMMIT RM 1
 CZ1485  PID         -  CZ1485
 CZ1485  STATE/COUNTY-  AZ/COCHISE
 CZ1485  USGS QUAD   -  DRAGOON (1995)
 CZ1485
 CZ1485                         *CURRENT SURVEY CONTROL
 CZ1485  ___________________________________________________________________
 CZ1485* NAD 83(1986)-  32 03 47.     (N)    110 04 24.     (W)     SCALED    
 CZ1485* NAVD 88     -      1528.771  (meters)    5015.64   (feet)  ADJUSTED  
 CZ1485  ___________________________________________________________________
 CZ1485  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CZ1485  DYNAMIC HT  -        1526.407 (meters)    5007.89  (feet)  COMP
 CZ1485  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 CZ1485
 CZ1485  VERT ORDER  -  FIRST     CLASS II
 CZ1485
 CZ1485.The horizontal coordinates were scaled from a topographic map and have
 CZ1485.an estimated accuracy of +/- 6 seconds.
 CZ1485
 CZ1485.The orthometric height was determined by differential leveling
 CZ1485.and adjusted in June 1991.
 CZ1485
 CZ1485.The geoid height was determined by GEOID03.
 CZ1485
 CZ1485.The dynamic height is computed by dividing the NAVD 88
 CZ1485.geopotential number by the normal gravity value computed on the
 CZ1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1485.degrees latitude (g = 980.6199 gals.).
 CZ1485
 CZ1485.The modeled gravity was interpolated from observed gravity values.
 CZ1485
 CZ1485;                    North         East    Units  Estimated Accuracy
 CZ1485;SPC AZ E     -   117,860.      222,170.      MT  (+/- 180 meters Scaled)
 CZ1485
 CZ1485                          SUPERSEDED SURVEY CONTROL
 CZ1485
 CZ1485.No superseded survey control is available for this station.
 CZ1485
 CZ1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA874478(NAD 83)
 CZ1485_MARKER: DR = REFERENCE MARK DISK
 CZ1485_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1485_SP_SET: ROCK OUTCROP
 CZ1485_STAMPING: TEXAS SUMMIT NO 1 1960
 CZ1485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1485+STABILITY: POSITION/ELEVATION WELL
 CZ1485
 CZ1485  HISTORY     - Date     Condition        Report By
 CZ1485  HISTORY     - 1960     MONUMENTED       CGS
 CZ1485  HISTORY     - 1979     GOOD             NGS
 CZ1485
 CZ1485                          STATION DESCRIPTION
 CZ1485
 CZ1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1485'26.4 KM NE FROM BENSON.
 CZ1485'26.4 KILOMETERS (16.4 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1485'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, ON THE NORTHWEST SLOPE
 CZ1485'OF THE HIGHEST HILL ON THE SOUTHEAST SIDE OF THE HIGHWAY AT TEXAS
 CZ1485'SUMMIT, IN TOP OF A 3- BY 3-METER GRANITE OUTCROP PROJECTING 0.3 METER
 CZ1485'ABOVE THE GROUND ON THE HIGH SIDE AND 3.6 METERS ON THE LOW SIDE,
 CZ1485'0.4 KILOMETER (0.25 MILE) NORTHEAST OF A REST AREA, 11 METERS (36.2
 CZ1485'FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 9.2 METERS (30.3
 CZ1485'FEET) NORTH OF STATION TEXAS SUMMIT AND 6.4 METERS (21.2 FEET)
 CZ1485'NORTHEAST OF RM 2.  THE DISK IS SLANTING AND THE HIGH POINT IS THE
 CZ1485'GE IN GEODETIC.
 CZ1485'THE MARK IS 8.8 METERS  N FROM A WITNESS POST.
 CZ1485'THE MARK IS 10 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0017 ***********************************************************************
 CZ0017  DESIGNATION -  TEXAS SUMMIT RM 2
 CZ0017  PID         -  CZ0017
 CZ0017  STATE/COUNTY-  AZ/COCHISE
 CZ0017  USGS QUAD   -  DRAGOON (1995)
 CZ0017
 CZ0017                         *CURRENT SURVEY CONTROL
 CZ0017  ___________________________________________________________________
 CZ0017* NAD 83(1986)-  32 03 47.     (N)    110 04 24.     (W)     SCALED    
 CZ0017* NAVD 88     -      1528.941  (meters)    5016.20   (feet)  ADJUSTED  
 CZ0017  ___________________________________________________________________
 CZ0017  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CZ0017  DYNAMIC HT  -        1526.577 (meters)    5008.44  (feet)  COMP
 CZ0017  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 CZ0017
 CZ0017  VERT ORDER  -  FIRST     CLASS II
 CZ0017
 CZ0017.The horizontal coordinates were scaled from a topographic map and have
 CZ0017.an estimated accuracy of +/- 6 seconds.
 CZ0017
 CZ0017.The orthometric height was determined by differential leveling
 CZ0017.and adjusted in June 1991.
 CZ0017
 CZ0017.The geoid height was determined by GEOID03.
 CZ0017
 CZ0017.The dynamic height is computed by dividing the NAVD 88
 CZ0017.geopotential number by the normal gravity value computed on the
 CZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0017.degrees latitude (g = 980.6199 gals.).
 CZ0017
 CZ0017.The modeled gravity was interpolated from observed gravity values.
 CZ0017
 CZ0017;                    North         East    Units  Estimated Accuracy
 CZ0017;SPC AZ E     -   117,860.      222,170.      MT  (+/- 180 meters Scaled)
 CZ0017
 CZ0017                          SUPERSEDED SURVEY CONTROL
 CZ0017
 CZ0017  NGVD 29 (??/??/92) 1528.042  (m)         5013.25   (f) ADJ UNCH    1 2
 CZ0017
 CZ0017.Superseded values are not recommended for survey control.
 CZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0017.See file dsdata.txt to determine how the superseded data were derived.
 CZ0017
 CZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA874478(NAD 83)
 CZ0017_MARKER: DR = REFERENCE MARK DISK
 CZ0017_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0017_SP_SET: BEDROCK
 CZ0017_STAMPING: TEXAS SUMMIT NO 2 1960
 CZ0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0017+STABILITY: POSITION/ELEVATION WELL
 CZ0017
 CZ0017  HISTORY     - Date     Condition        Report By
 CZ0017  HISTORY     - 1960     MONUMENTED       CGS
 CZ0017  HISTORY     - 1979     GOOD             NGS
 CZ0017
 CZ0017                          STATION DESCRIPTION
 CZ0017
 CZ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0017'15.2 MI E FROM BENSON.
 CZ0017'15.15 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CZ0017'HIGHWAY 86, 33.0 FEET WEST OF WITNESS POST, CEMENTED IN A DRILL-HOLE
 CZ0017'IN BEDROCK.
 CZ0017
 CZ0017                          STATION RECOVERY (1979)
 CZ0017
 CZ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0017'26.4 KILOMETERS (16.4 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0017'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT TEXAS SUMMIT, ON THE
 CZ0017'NORTHWEST SLOPE OF THE HIGHEST HILL ON THE SOUTEAST SIDE OF THE
 CZ0017'HIGHWAY, IN TOP OF THE EAST CORNER OF A 1.8- BY 1.8- BY 1.8-METER
 CZ0017'TRIANGULAR SHAPED GRANITE OUTCROP PROJECTING 0.6 METER ABOVE THE
 CZ0017'GROUND, 10.3 METERS (33.9 FEET) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-
 CZ0017'WAY FENCE AND 9.3 METERS (30.5 FEET) NORTHWEST OF STATION TEXAS
 CZ0017'SUMMIT.
 CZ0017'THE MARK IS 9.5 METERS  NW FROM A WITNESS POST.
 CZ0017'THE MARK IS 10 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1223 ***********************************************************************
 CY1223  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1223  DESIGNATION -  THATCHER
 CY1223  PID         -  CY1223
 CY1223  STATE/COUNTY-  AZ/GRAHAM
 CY1223  USGS QUAD   -  WEBER PEAK (1985)
 CY1223
 CY1223                         *CURRENT SURVEY CONTROL
 CY1223  ___________________________________________________________________
 CY1223* NAD 83(1992)-  32 52 37.81963(N)    109 44 17.18861(W)     ADJUSTED  
 CY1223* NAVD 88     -       919.93   (meters)    3018.1    (feet)  GPS OBS   
 CY1223  ___________________________________________________________________
 CY1223  X           -  -1,811,075.275 (meters)                     COMP
 CY1223  Y           -  -5,047,556.285 (meters)                     COMP
 CY1223  Z           -   3,443,011.090 (meters)                     COMP
 CY1223  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 CY1223  ELLIP HEIGHT-         893.052 (meters)          (01/22/07) ADJUSTED
 CY1223  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CY1223  HORZ ORDER  -  B
 CY1223  ELLP ORDER  -  FOURTH    CLASS I
 CY1223
 CY1223.The horizontal coordinates were established by GPS observations
 CY1223.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY1223
 CY1223.The orthometric height was determined by GPS observations and a
 CY1223.high-resolution geoid model.
 CY1223.The orthometric height was determined by GPS observations and a
 CY1223.high-resolution geoid model using precise GPS observation and
 CY1223.processing techniques.
 CY1223
 CY1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1223
 CY1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1223
 CY1223.The ellipsoidal height was determined by GPS observations
 CY1223.and is referenced to NAD 83.
 CY1223
 CY1223.The geoid height was determined by GEOID03.
 CY1223
 CY1223;                    North         East     Units Scale Factor Converg.
 CY1223;SPC AZ E     -   208,212.293   253,461.736   MT  0.99991982   +0 13 57.5
 CY1223;SPC AZ E     -   683,111.20    831,567.38   iFT  0.99991982   +0 13 57.5
 CY1223;UTM  12      - 3,638,376.102   618,047.713   MT  0.99977182   +0 41 06.3
 CY1223
 CY1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1223!SPC AZ E     -   0.99985981  x   0.99991982  =   0.99977964
 CY1223!UTM  12      -   0.99985981  x   0.99977182  =   0.99963166
 CY1223
 CY1223:                Primary Azimuth Mark                     Grid Az
 CY1223:SPC AZ E     -  SAFFORD WATER TANK                       154 08 56.7
 CY1223:UTM  12      -  SAFFORD WATER TANK                       153 41 47.9
 CY1223
 CY1223|---------------------------------------------------------------------|
 CY1223| PID    Reference Object                     Distance      Geod. Az  |
 CY1223|                                                           dddmmss.s |
 CY1223| CY1221 SAFFORD WATER TANK                  APPROX. 5.9 KM 1542254.2 |
 CY1223| CY1219 SAFFORD KGLU RADIO TOWER            APPROX. 6.1 KM 1584740.0 |
 CY1223| CC7498 THATCHER AZ MK                                     1860200.1 |
 CY1223| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.27.2 KM 2022856.7 |
 CY1223| CY1243 THATCHER CHURCH STEEPLE             APPROX. 4.0 KM 2110641.2 |
 CY1223| CY1240 WEBB PEAK LOOKOUT TOWER             APPROX.25.2 KM 2231848.8 |
 CY1223| CC7499 THATCHER RM 1                        14.310 METERS 26758     |
 CY1223| CC7500 THATCHER RM 2                        20.342 METERS 35359     |
 CY1223|---------------------------------------------------------------------|
 CY1223
 CY1223                          SUPERSEDED SURVEY CONTROL
 CY1223
 CY1223  NAD 83(1992)-  32 52 37.81809(N)    109 44 17.18728(W) AD(       ) 2
 CY1223  NAD 83(1986)-  32 52 37.81110(N)    109 44 17.18516(W) AD(       ) 2
 CY1223  NAD 83(1986)-  32 52 37.81456(N)    109 44 17.18464(W) AD(       ) 1
 CY1223  NAD 27      -  32 52 37.58200(N)    109 44 14.89300(W) AD(       ) 1
 CY1223  NGVD 29 (07/19/86)  919.4    (m)         3016.     (f) VERT ANG    3  
 CY1223
 CY1223.Superseded values are not recommended for survey control.
 CY1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1223.See file dsdata.txt to determine how the superseded data were derived.
 CY1223
 CY1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1804838376(NAD 83)
 CY1223_MARKER: DS = TRIANGULATION STATION DISK
 CY1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1223_STAMPING: THATCHER 1935
 CY1223_MARK LOGO: USSES 
 CY1223_PROJECTION: PROJECTING 10 CENTIMETERS
 CY1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1223+STABILITY: SURFACE MOTION
 CY1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1223+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY1223
 CY1223  HISTORY     - Date     Condition        Report By
 CY1223  HISTORY     - 1945     MONUMENTED       USSES
 CY1223  HISTORY     - 1955     GOOD             CGS
 CY1223  HISTORY     - 1985     GOOD             AZDT
 CY1223  HISTORY     - 20040924 GOOD             USGS
 CY1223  HISTORY     - 20060608 GOOD             GEOANA
 CY1223  HISTORY     - 20060608 GOOD             GEOANA
 CY1223
 CY1223                          STATION DESCRIPTION
 CY1223
 CY1223'DESCRIBED BY US SOIL EROSION SERVICE 1945 (RAM)
 CY1223'STATION IS LOCATED ABOUT 5-1/2 MILES (AIR LINE) ESE OF PIMA,
 CY1223'3-1/2 MILES NNW OF SAFFORD, AND 2-1/2 MILES NNE OF THATCHER.
 CY1223'IT IS ON TOP OF A BLUFF NE OF THE GILA RIVER AND ABOUT 0.1 MILE
 CY1223'SW OF GRAHAM CEMETERY.
 CY1223'
 CY1223'TO REACH THE STATION FROM THE GRAHAM COUNTY COURT HOUSE IN
 CY1223'SAFFORD, GO N ON U.S. HIGHWAY 70 FOR 0.1 MILE.  CONTINUE
 CY1223'STRAIGHT AHEAD ON GRAVEL ROAD WHERE U.S. HIGHWAY 70 TURNS
 CY1223'W.  GO FOR 3.4 MILES ON THE MAIN ROAD TO A CATTLE GUARD (THE
 CY1223'AZIMUTH MARK IS SET IN THE CONCRETE HEADWALL OF THE CULVERT
 CY1223'ON THE LEFT SIDE).  CONTINUE 0.1 MILE TO ROAD TURNING OFF
 CY1223'TO RIGHT.  TURN RIGHT AND FOLLOW ROAD UP THE BLUFF FOR 0.2
 CY1223'MILE TO TOP AND GRAHAM CEMETERY.  TURN SHARP LEFT AND GO
 CY1223'SW ALONG THE SE SIDE OF THE EDGE OF THE BLUFF FOR 0.1 MILE
 CY1223'TO STATION.
 CY1223'
 CY1223'STATION IS ABOUT 60 FEET NW OF THE ROAD LEADING UP TO THE
 CY1223'CEMETERY, 11 FEET NW OF THE POINT WHERE THE HILL DROPS OFF
 CY1223'TOWARD THE ROAD, AND 10-1/2 FEET SE OF A 4 INCH SQUARE WHITE
 CY1223'WITNESS POST.  IT IS MARKED BY A STANDARD U.S. SOIL EROSION
 CY1223'SERVICE STATION DISK SET IN A SQUARE CONCRETE POST WHICH
 CY1223'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED THATCHER
 CY1223'1935.
 CY1223'
 CY1223'REFERENCE MARK 1 IS W OF THE STATION AND AT ABOUT THE SAME
 CY1223'LEVEL.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 CY1223'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1223'THATCHER USSES NO 1 1945.
 CY1223'
 CY1223'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 1/2 FOOT
 CY1223'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE
 CY1223'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED
 CY1223'THATCHER USSES NO 2 1945.
 CY1223'
 CY1223'AZIMUTH MARK IS 1/4 MILE S OF THE STATION, ABOUT 1 FOOT E
 CY1223'OF THE CENTER OF THE S CATTLE GUARD HEADWALL, AND ABOUT 1
 CY1223'FOOT ABOVE THE ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN
 CY1223'THE CONCRETE HEADWALL FLUSH WITH ITS SURFACE AND IS STAMPED
 CY1223'THATCHER USSES 1945.
 CY1223
 CY1223                          STATION RECOVERY (1955)
 CY1223
 CY1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY1223'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 CY1223'CONDITION.  AZIMUTH MARK WAS NOT RECOVERED.  THE CATTLE GUARD
 CY1223'REFERRED TO IN THE 1945 DESCRIPTION AND ALL CULVERTS ALONG
 CY1223'THIS ROAD HAVE BEEN REBUILT SINCE THAT DATE.  AZIMUTH MARK LOST.
 CY1223
 CY1223                          STATION RECOVERY (1985)
 CY1223
 CY1223'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1223'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CY1223'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY HIGHWAY
 CY1223'CONSTRUCTION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CY1223'
 CY1223'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL WEST ALONG
 CY1223'U.S. HIGHWAY 70 FOR 0.2 MILE TO A TRAFFIC LIGHT AT EIGHTH AVENUE.
 CY1223'TURN RIGHT AND TRAVEL NORTH FOR 1.55 MILES TO A FORK.  TAKE THE LEFT
 CY1223'FORK FOR 2.05 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND
 CY1223'TRAVEL EAST FOR 0.25 MILES TO A CEMETERY ON TOP OF THE MESA.  TURN
 CY1223'LEFT 180 DEGREES AND TRAVEL WEST AND SOUTH FOR 0.1 MILE TO EDGE OF
 CY1223'MESA AND THE STATION.
 CY1223
 CY1223                          STATION RECOVERY (2004)
 CY1223
 CY1223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (BWG)
 CY1223'ACCESS TO SITE FROM AREA OF CEMETARY IS FENCED WITH LOW BARB WIRE,
 CY1223'GATED AND LOCKED. AFTER CROSSING FENCE, WALK APPROXIMATELY 50 M AND
 CY1223'BEAR LEFT TO EDGE OF MESA AND THE STATION.
 CY1223
 CY1223                          STATION RECOVERY (2006)
 CY1223
 CY1223'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (HHB)
 CY1223'RECOVERED AS DESCRIBED.
 CY1223
 CY1223                          STATION RECOVERY (2006)
 CY1223
 CY1223'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (HHB)
 CY1223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1243 ***********************************************************************
 CY1243  DESIGNATION -  THATCHER CHURCH STEEPLE
 CY1243  PID         -  CY1243
 CY1243  STATE/COUNTY-  AZ/GRAHAM
 CY1243  USGS QUAD   -  THATCHER (1985)
 CY1243
 CY1243                         *CURRENT SURVEY CONTROL
 CY1243  ___________________________________________________________________
 CY1243* NAD 83(1992)-  32 50 46.20120(N)    109 45 36.98571(W)     ADJUSTED  
 CY1243* NAVD 88     -              **(meters)            **(feet)            
 CY1243  ___________________________________________________________________
 CY1243  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CY1243  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY1243  HORZ ORDER  -  THIRD
 CY1243
 CY1243.The horizontal coordinates were established by classical geodetic methods
 CY1243.and adjusted by the National Geodetic Survey in August 1993.
 CY1243
 CY1243
 CY1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1243
 CY1243.The geoid height was determined by GEOID03.
 CY1243
 CY1243;                    North         East     Units Scale Factor Converg.
 CY1243;SPC AZ E     -   204,765.867   251,400.817   MT  0.99991784   +0 13 13.5
 CY1243;SPC AZ E     -   671,804.03    824,805.83   iFT  0.99991784   +0 13 13.5
 CY1243;UTM  12      - 3,634,914.036   616,014.366   MT  0.99976596   +0 40 20.9
 CY1243
 CY1243                          SUPERSEDED SURVEY CONTROL
 CY1243
 CY1243  NAD 83(1986)-  32 50 46.19636(N)    109 45 36.98341(W) AD(       ) 4
 CY1243  NAD 27      -  32 50 45.95800(N)    109 45 34.69100(W) AD(       ) 3
 CY1243
 CY1243.Superseded values are not recommended for survey control.
 CY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1243.See file dsdata.txt to determine how the superseded data were derived.
 CY1243
 CY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1601434914(NAD 83)
 CY1243_MARKER: 82 = FINIAL
 CY1243
 CY1243  HISTORY     - Date     Condition        Report By
 CY1243  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1243
 CY1243                          STATION DESCRIPTION
 CY1243
 CY1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1243'A SPIRE, SURMOUNTED BY A FINIAL, ON A GREY STONE BUILDING
 CY1243'LOCATED AT THE GILA JUNIOR COLLEGE IN THATCHER.  THE BUILDING
 CY1243'IS BELIEVED TO BE THE SCHOOL CHAPEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0976 ***********************************************************************
 ES0976  DESIGNATION -  THE BUTTE
 ES0976  PID         -  ES0976
 ES0976  STATE/COUNTY-  AZ/GILA
 ES0976  USGS QUAD   -  MC DONALD MTN (1973)
 ES0976
 ES0976                         *CURRENT SURVEY CONTROL
 ES0976  ___________________________________________________________________
 ES0976* NAD 83(1992)-  34 13 36.18021(N)    111 10 30.59797(W)     ADJUSTED  
 ES0976* NAVD 88     -      1782.3    (meters)    5847.     (feet)  VERTCON   
 ES0976  ___________________________________________________________________
 ES0976  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 ES0976  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 ES0976  HORZ ORDER  -  FIRST
 ES0976
 ES0976.The horizontal coordinates were established by classical geodetic methods
 ES0976.and adjusted by the National Geodetic Survey in August 1993.
 ES0976
 ES0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0976
 ES0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0976
 ES0976.The geoid height was determined by GEOID03.
 ES0976
 ES0976;                    North         East     Units Scale Factor Converg.
 ES0976;SPC AZ E     -   358,259.731   120,445.765   MT  1.00000638   -0 34 02.2
 ES0976;SPC AZ E     - 1,175,392.82    395,163.27   iFT  1.00000638   -0 34 02.2
 ES0976;UTM  12      - 3,787,308.214   483,866.883   MT  0.99960321   -0 05 54.7
 ES0976
 ES0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0976!SPC AZ E     -   0.99972428  x   1.00000638  =   0.99973066
 ES0976!UTM  12      -   0.99972428  x   0.99960321  =   0.99932760
 ES0976
 ES0976|---------------------------------------------------------------------|
 ES0976| PID    Reference Object                     Distance      Geod. Az  |
 ES0976|                                                           dddmmss.s |
 ES0976| CH3503 THE BUTTE RM 1                        8.127 METERS 07817     |
 ES0976| CH3504 THE BUTTE RM 2                        7.410 METERS 21343     |
 ES0976| CH3502 THE BUTTE AZ MK                                    3481231.9 |
 ES0976|---------------------------------------------------------------------|
 ES0976
 ES0976                          SUPERSEDED SURVEY CONTROL
 ES0976
 ES0976  NAD 83(1986)-  34 13 36.17484(N)    111 10 30.60453(W) AD(       ) 1
 ES0976  NAD 27      -  34 13 36.03600(N)    111 10 28.12400(W) AD(       ) 1
 ES0976  NGVD 29 (07/19/86) 1781.5    (m)         5845.     (f) VERT ANG    3  
 ES0976
 ES0976.Superseded values are not recommended for survey control.
 ES0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0976.See file dsdata.txt to determine how the superseded data were derived.
 ES0976
 ES0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8386787308(NAD 83)
 ES0976_MARKER: DS = TRIANGULATION STATION DISK
 ES0976_SETTING: 66 = SET IN ROCK OUTCROP
 ES0976
 ES0976  HISTORY     - Date     Condition        Report By
 ES0976  HISTORY     - 1946     MONUMENTED       CGS
 ES0976  HISTORY     - 1972     GOOD             AZHD
 ES0976
 ES0976                          STATION DESCRIPTION
 ES0976
 ES0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0976'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 9-1/2 MILES
 ES0976'EAST OF PAYSON AND 4.25 MILES SOUTH-SOUTHEAST OF THE FOREST
 ES0976'SERVICE LOOKOUT ON DIAMOND POINT.  IT IS ON THE NORTH END OF A
 ES0976'SHORT NE-SW RIDGE, THE HIGHEST BUTTE OF A LOW RANGE OF HILLS
 ES0976'KNOWN AS THE BUTTES.  THIS RIDGE IS BARE OF TREES EXCEPT FOR
 ES0976'SCATTERED BUSHED OF JUNIPER.
 ES0976'
 ES0976'TO REACH FROM THE POST OFFICE IN PAYSON GO EAST ON THE TONTO
 ES0976'CREEK ROAD FOR 10.3 MILES.  TURN RIGHT ON OLD ROAD AND FOLLOW
 ES0976'IT 0.85 MILES TO DRIVEWAY RIGHT.  TURN RIGHT 0.15 MILE TO
 ES0976'ABANDONED RANCH YARD.  FROM HERE PACK SOUTH DOWN A ROCKY CREEK
 ES0976'BED FOR ABOUT 0.3 MILE TO A FENCE CROSSING CREEK.  A TRIBUTARY
 ES0976'WASH JOINS THE MAIN WASH HERE, AND THERE IS A SMALL CONCRETE
 ES0976'TANK AND SPRING.  ABOUT 50 YARDS SOUTHEAST OF THE SPRING A TRAIL
 ES0976'LEADS SOUTHEAST.  FOLLOW THIS TRAIL UP STEEL SLOPE,
 ES0976'KEEPING TO THE WEST OF THE FENCE.  THENCE ACROSS SADDLE AND
 ES0976'OUT ALONG THE EAST SIDE OF THE RIDGE.  (A CAIRN ON THE
 ES0976'LEFT OF THE TRAIL ALONG THE EAST SIDE OF THE RIDGE
 ES0976'MARKS LOCATION OF THE AZIMUTH MARK.) CONTINUE ALONG TRAIL,
 ES0976'SOUTHERLY, AS IT LEADS UP A DRAW TO AN OLD WIRE-FENCE
 ES0976'CORRAL.  HERE TURN LEFT ALONG TRAIL EAST AND SOUTHEAST TO A
 ES0976'SMALL STOCK CORRAL.  FROM HERE PACK UP SLOPE TO TOP OF
 ES0976'RIDGE AND STATION, ABOUT 1/4 MILE SOUTH-SOUTHEAST.
 ES0976'
 ES0976'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 ES0976'STAMPED THE BUTTE 1946, CEMENTED IN A DRILL HOLE IN A BOULDER
 ES0976'WHICH PROJECTS 1 INCH ABOVE GROUND.
 ES0976'
 ES0976'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND ABOUT
 ES0976'4 FEET LOWER.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 ES0976'THE BUTTE NO 1 1946, CEMENTED IN A DEPRESSION IN A BOULDER
 ES0976'THAT PROJECTS 1 FOOT ABOVE GROUND.
 ES0976'
 ES0976'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND ABOUT 2
 ES0976'FEET LOWER.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED
 ES0976'THE BUTTE NO 2 1946, CEMENTED IN A DRILL HOLE IN A BOULDER
 ES0976'THAT PROJECTS 3 INCHES ABOVE GROUND.
 ES0976'
 ES0976'THE AZIMUTH MARK IS ALONG THE TRAIL AS INDICATED ABOVE, ABOUT
 ES0976'1 MILE NORTH-NORTHWEST OF THE STATION, 15 FEET EAST OF THE TRAIL
 ES0976'AND 4-FOOT CAIRN, AND 3 FEET SOUTHEAST OF A 2-FOOT CAIRN.
 ES0976'IT IS A STANDARD AZIMUTH MARK DISK, STAMPED THE BUTTE 1946,
 ES0976'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE ROCK
 ES0976'PROJECTS 8 INCHES ABOVE GROUND.
 ES0976
 ES0976                          STATION RECOVERY (1972)
 ES0976
 ES0976'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (ELC)
 ES0976'GENERAL LOCATION AS PER DESCRIPTION.
 ES0976'
 ES0976'TO REACH FROM MOTEL AND BAR AT DIAMOND POINT SHADOWS GO
 ES0976'E, NE ON ST RT 260 FOR 1.85 MILES TO TURN OFF TO THE RIGHT
 ES0976'AND GATE.  PASS THROUGH GATE AND GO 300 IN TO JCT.  TAKE
 ES0976'FORT AND GO 0.05 TO GATE PASS THROUGH AND GO 1.8 TO JCT.
 ES0976'
 ES0976'STATION MARK AS PER DESCRIPTION.
 ES0976'
 ES0976'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ES0976'
 ES0976'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES0976'
 ES0976'TAKE RIGHT FORK AND GO 0.1 MILE TO GATE, PASS THROUGH GATE AND
 ES0976'1.3 MILES TO JCT.  TAKE RIGHT ROAD AND GO 2.9 MILES TO CORRAL ON
 ES0976'THE LEFT.  HERE LEAVE TRUCK AND PACK UP HILL.  A 1/2 HOUR
 ES0976'PACK.  4 W/D VEHICLE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1578 ***********************************************************************
 DA1578  DESIGNATION -  THEB
 DA1578  PID         -  DA1578
 DA1578  STATE/COUNTY-  AZ/MARICOPA
 DA1578  USGS QUAD   -  THEBA (1973)
 DA1578
 DA1578                         *CURRENT SURVEY CONTROL
 DA1578  ___________________________________________________________________
 DA1578* NAD 83(1992)-  32 52 50.77271(N)    112 57 56.18479(W)     ADJUSTED  
 DA1578* NAVD 88     -       261.2    (meters)     857.     (feet)  VERTCON   
 DA1578  ___________________________________________________________________
 DA1578  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DA1578  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA1578  HORZ ORDER  -  FIRST
 DA1578
 DA1578.The horizontal coordinates were established by classical geodetic methods
 DA1578.and adjusted by the National Geodetic Survey in August 1993.
 DA1578
 DA1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1578
 DA1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1578
 DA1578.The geoid height was determined by GEOID03.
 DA1578
 DA1578;                    North         East     Units Scale Factor Converg.
 DA1578;SPC AZ C     -   209,017.668   115,209.077   MT  1.00001875   -0 34 10.2
 DA1578;SPC AZ C     -   685,753.50    377,982.54   iFT  1.00001875   -0 34 10.2
 DA1578;UTM  12      - 3,639,782.004   316,119.699   MT  1.00001692   -1 04 02.7
 DA1578
 DA1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1578!SPC AZ C     -   0.99996393  x   1.00001875  =   0.99998268
 DA1578!UTM  12      -   0.99996393  x   1.00001692  =   0.99998085
 DA1578
 DA1578:                Primary Azimuth Mark                     Grid Az
 DA1578:SPC AZ C     -  THEB AZ MK                               035 33 24.6
 DA1578:UTM  12      -  THEB AZ MK                               036 03 17.1
 DA1578
 DA1578|---------------------------------------------------------------------|
 DA1578| PID    Reference Object                     Distance      Geod. Az  |
 DA1578|                                                           dddmmss.s |
 DA1578| CH5562 THEB AZ MK                                         0345914.4 |
 DA1578| CH5563 THEB RM 1                             7.822 METERS 05832     |
 DA1578| CH5564 THEB RM 2                             4.395 METERS 32143     |
 DA1578|---------------------------------------------------------------------|
 DA1578
 DA1578                          SUPERSEDED SURVEY CONTROL
 DA1578
 DA1578  NAD 83(1986)-  32 52 50.76622(N)    112 57 56.19059(W) AD(       ) 1
 DA1578  NAD 27      -  32 52 50.58550(N)    112 57 53.56290(W) AD(       ) 1
 DA1578  NGVD 29 (07/19/86)  260.6    (m)          855.     (f) VERT ANG    3  
 DA1578
 DA1578.Superseded values are not recommended for survey control.
 DA1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1578.See file dsdata.txt to determine how the superseded data were derived.
 DA1578
 DA1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1612039782(NAD 83)
 DA1578_MARKER: DS = TRIANGULATION STATION DISK
 DA1578_SETTING: 66 = SET IN ROCK OUTCROP
 DA1578
 DA1578  HISTORY     - Date     Condition        Report By
 DA1578  HISTORY     - 1960     MONUMENTED       CGS
 DA1578  HISTORY     - 1962     GOOD             AMS
 DA1578  HISTORY     - 1971     GOOD             NGS
 DA1578  HISTORY     - 1973     GOOD             USGS
 DA1578  HISTORY     - 1981     GOOD             NGS
 DA1578
 DA1578                          STATION DESCRIPTION
 DA1578
 DA1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1578'THE STATION IS 15 MILES WEST-SOUTHWEST OF GILA BEND AND 2 MILES
 DA1578'SOUTH OF THE PIEDRA RAILROAD SIDING OF THE SOUTHERN PACIFIC
 DA1578'COMPANY RAILROAD ON THE SUMMIT OF THE FIRST PROMINENT ELEVATION
 DA1578'RISING FROM THE FLAT DESERT LAND.
 DA1578'
 DA1578'TO REACH THE STATION FROM GILA BEND, PROCEED WESTERLY ALONG U.S.
 DA1578'HIGHWAY 80 FOR ABOUT 14.6 MILES TO THE PAINTED ROCK OVERPASS,
 DA1578'TURN RIGHT, LEAVING THE DOUBLE LANE HIGHWAY AND CROSS UNDER THE
 DA1578'OVERPASS TO THE FRONTAGE ROAD ALONG THE SOUTH SIDE, TURN LEFT,
 DA1578'EAST, FOLLOWING THE FRONTAGE ROAD FOR 1 MILE ALONG THE SOUTH SIDE
 DA1578'OF THE HIGHWAY TO A PRIVATE CROSSING OVER THE RAILROAD AND THE
 DA1578'STATION BM G 320, TURN RIGHT, SOUTH, CROSSING THE RAILROAD AND
 DA1578'THENCE WEST ALONG THE SOUTH SIDE OF THE RAILROAD RIGHT OF WAY
 DA1578'FOR 0.8 MILE TO A CANAL, TURN LEFT, SOUTH, ALONG THE EAST
 DA1578'BANK OF THE CANAL FOR 1 MILE TO THE SECOND CROSSING OVER THE
 DA1578'CANAL, TURN RIGHT, WEST, CROSSING THE CANAL TO A WIRE GATE IN
 DA1578'THE FENCE LINE, PASSING THROUGH THE GATE FOLLOW AN OLD
 DA1578'TRACK ROAD SOUTHWESTERLY THROUGH THE FLAT DESERT FOR
 DA1578'0.5 MILE TO THE AZIMUTH MARK IN ABOUT THE CENTER OF A LOW
 DA1578'SADDLE BETWEEN TWO VERY LOW RIDGES AND A WITNESS POST
 DA1578'(STEEL) 2 FEET NORTHEAST OF THE MARK, CONTINUE SOUTHWESTERLY
 DA1578'FOR 1.1 MILES TO THE SUMMIT OF THE HIGH ELEVATION AND THE
 DA1578'STATION SITE.
 DA1578'
 DA1578'THE STATION MARK, STAMPED THEB 1960, IS A STANDARD DISK SET IN
 DA1578'CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 DA1578'SURFACE.
 DA1578'
 DA1578'REFERENCE MARK 1, STAMPED THEB NO 1 1960, IS A STANDARD DISK
 DA1578'SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES.
 DA1578'
 DA1578'REFERENCE MARK 2, STAMPED THEB NO 2 1960, IS A STANDARD DISK
 DA1578'SET IN CEMENT IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 DA1578'SURROUNDING AREA.
 DA1578'
 DA1578'THE AZIMUTH MARK, STAMPED THEB 1960, IS A STANDARD DISK SET IN
 DA1578'CEMENT IN A DRILL HOLE IN A BOULDER, 0.5 MILE SOUTHWEST OF THE
 DA1578'WIRE GATE AND 2 FEET SOUTHWEST OF A STEEL WITNESS POST.
 DA1578'
 DA1578'A 2-WHEEL DRIVE STATION.
 DA1578
 DA1578                          STATION RECOVERY (1962)
 DA1578
 DA1578'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1578'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DA1578'AS DESCRIBED.
 DA1578
 DA1578                          STATION RECOVERY (1971)
 DA1578
 DA1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1578'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DA1578'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES TO THE
 DA1578'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1960 DATA.  A
 DA1578'DIFFERENCE OF 4 MINUTES IN THE ANGLE TO REFERENCE MARK 2 WAS NOTED.
 DA1578'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DA1578'
 DA1578'THE STATION IS LOCATED ABOUT 16 MILES WEST-SOUTHWEST OF GILA BEND, 2
 DA1578'MILES SOUTH OF INTERSTATE HIGHWAY 8 AND ON THE TOP OF A LOW
 DA1578'PROMINENT HILL.
 DA1578'
 DA1578'TO REACH THE STATION FROM THE PAINTED ROCK ROAD EXIT ON INTERSTATE
 DA1578'HIGHWAY 8 ABOUT 14.5 MILES WEST OF GILA BEND GO EAST ON THE FRONTAGE
 DA1578'ROAD FOR 1.1 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND
 DA1578'GO SOUTH, CROSSING THE RAILROAD TRACKS FOR 0.05 MILE TO A
 DA1578'T-INTERSECTION. TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF THE
 DA1578'RAILROAD RIGHT-OF-WAY FOR 0.85 MILE TO A CANAL.  TURN LEFT
 DA1578'AND GO SOUTH ON THE TRACK ROAD ALONG THE EAST SIDE OF THE CANAL FOR
 DA1578'1.05 MILES TO A CANAL CROSSING AND A GATE.  TURN RIGHT, PASS THROUGH
 DA1578'THE GATE AND GO WEST ON THE TRACK ROAD FOR 0.05 MILE TO A FORK.
 DA1578'TAKE THE RIGHT FORK AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.5
 DA1578'MILE TO A LOW SADDLE AND THE AZIMUTH MARK.  CONTINUE SOUTH WEST ON
 DA1578'THE DIM TRACK ROAD FOR 1.1 MILES TO THE TOP OF A LOW HILL AND
 DA1578'THE STATION.
 DA1578'
 DA1578'THE STATION MARK IS A STANDARD DISK STAMPED THEB 1960, CEMENTED IN A
 DA1578'DRILL HOLE IN A BOULDER THAT IS EXPOSED 1X2 FEET AND FLUSH WITH THE
 DA1578'GROUND SURFACE.  IT IS 3 FEET WEST OF A 18-INCH CAIRN.
 DA1578'
 DA1578'REFERENCE MARK 1 IS A STANDARD DISK STAMPED THEB NO 1 1960, CEMENTED
 DA1578'IN A DRILL HOLE IN A BOULDER 1 FOOT SQUARE AND PROJECTS 3 INCHES
 DA1578'ABOVE THE GROUND SURFACE.  IT IS 23 FEET EAST OF A 18-INCH CAIRN.
 DA1578'
 DA1578'REFERENCE MARK 2 IS A STANDARD DISK STAMPED THEB NO 2 1960, CEMENTED
 DA1578'IN A DRILL HOLE IN A BOULDER 1 FOOT SQUARE AND PROJECTS 1 INCH ABOVE
 DA1578'THE GROUND SURFACE.  IT IS 16 FEET NORTH OF A 18-INCH CAIRN.
 DA1578'
 DA1578'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THEB 1960, CEMENTED IN A
 DA1578'DRILL HOLE IN A BOULDER 2 FEET SQUARE AND PROJECTS 4 INCHES ABOVE
 DA1578'THE GROUND SURFACE.  IT IS 2 FEET WEST OF A METAL WITNESS POST
 DA1578'WITH SIGN.
 DA1578'
 DA1578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 DA1578'WEST-SOUTHWEST OF GILA BEND.
 DA1578
 DA1578                          STATION RECOVERY (1973)
 DA1578
 DA1578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJE)
 DA1578'FOUND AS DESCRIBED IN 1960 DESCRIPTION EXCEPT FOR NEW TO REACH.
 DA1578'NO BRIDGES CROSSING CANAL.
 DA1578'
 DA1578'FROM THE OVERPASS AT THEBA, WEST ON INTERSTATE 8 4.3 MILES TO
 DA1578'PAINTED ROCK OVERPASS, TURN RIGHT OFF FREEWAY, AND THAN LEFT
 DA1578'CROSSING UNDER INTERSTATE 8 TO ROAD FORKS (ABOUT 15.3 MI.
 DA1578'EAST OF SENTINEL), PROCEED E. ON FRONTAGE RD. 1.1 MI. TO
 DA1578'T-RD., TURN RIGHT, S. CROSSING RAILROAD TRACKS TO T-RD., TURN
 DA1578'RIGHT, W. 0.9 MI. TO CANAL, TURN RIGHT AND THEN LEFT CROSSING
 DA1578'CANAL OVER RAILROAD BRIDGE.  CONTINUE WESTERLY ALONG S. SIDE OF
 DA1578'RAILROAD FOLLOWING POWER LINE 0.2 MILE TO GATE, PASS THROUGH
 DA1578'TURN LEFT ALONG W. SIDE OF FENCE (SOUTH) 0.5 MI TO GATE, PASS
 DA1578'THROUGH, CONTINUE SOUTH X-COUNTRY 1.6 MI TOWARDS A LOW
 DA1578'PROMINENT TOP, AND STATION MARK.
 DA1578
 DA1578                          STATION RECOVERY (1981)
 DA1578
 DA1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1578'THE STATION WAS RECOVERED USING ITS POSITION INPUT INTO AN INERTIAL
 DA1578'SURVERY SYSTEM MOUNTED IN A HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0704 ***********************************************************************
 DA0704  DESIGNATION -  THEBA
 DA0704  PID         -  DA0704
 DA0704  STATE/COUNTY-  AZ/MARICOPA
 DA0704  USGS QUAD   -  THEBA (1973)
 DA0704
 DA0704                         *CURRENT SURVEY CONTROL
 DA0704  ___________________________________________________________________
 DA0704* NAD 83(1992)-  32 55 19.08806(N)    112 53 16.23502(W)     ADJUSTED  
 DA0704* NAVD 88     -       227.89   (+/-2cm)     747.7    (feet)  VERTCON   
 DA0704  ___________________________________________________________________
 DA0704  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DA0704  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA0704  HORZ ORDER  -  THIRD
 DA0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0704
 DA0704.The horizontal coordinates were established by classical geodetic methods
 DA0704.and adjusted by the National Geodetic Survey in August 1993.
 DA0704
 DA0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0704.The vertical order pertains to the NGVD 29 superseded value.
 DA0704
 DA0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0704
 DA0704.The geoid height was determined by GEOID03.
 DA0704
 DA0704;                    North         East     Units Scale Factor Converg.
 DA0704;SPC AZ C     -   213,516.880   122,527.926   MT  1.00000170   -0 31 40.3
 DA0704;SPC AZ C     -   700,514.70    401,994.51   iFT  1.00000170   -0 31 40.3
 DA0704;UTM  12      - 3,644,217.369   323,477.319   MT  0.99998422   -1 01 34.7
 DA0704
 DA0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0704!SPC AZ C     -   0.99996915  x   1.00000170  =   0.99997085
 DA0704!UTM  12      -   0.99996915  x   0.99998422  =   0.99995337
 DA0704
 DA0704|---------------------------------------------------------------------|
 DA0704| PID    Reference Object                     Distance      Geod. Az  |
 DA0704|                                                           dddmmss.s |
 DA0704| DA1579 I8 STA 4565+58.50 747.08             10.949 METERS 04855     |
 DA0704| DA0705 SMURR                               APPROX. 4.2 KM 0825831.1 |
 DA0704| DA0703 THEBA RM 1                            6.484 METERS 17745     |
 DA0704|---------------------------------------------------------------------|
 DA0704
 DA0704                          SUPERSEDED SURVEY CONTROL
 DA0704
 DA0704  NAD 83(1986)-  32 55 19.08130(N)    112 53 16.24027(W) AD(       ) 3
 DA0704  NAD 27      -  32 55 18.90390(N)    112 53 13.62260(W) AD(       ) 3
 DA0704  NGVD 29 (??/??/92)  227.324  (m)          745.81   (f) ADJ UNCH    2 0
 DA0704
 DA0704.Superseded values are not recommended for survey control.
 DA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0704.See file dsdata.txt to determine how the superseded data were derived.
 DA0704
 DA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2347744217(NAD 83)
 DA0704_MARKER: DS = TRIANGULATION STATION DISK
 DA0704_SETTING: 0 = UNSPECIFIED SETTING
 DA0704_STAMPING: THEBA 1960
 DA0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0704
 DA0704  HISTORY     - Date     Condition        Report By
 DA0704  HISTORY     - 1960     MONUMENTED       CGS
 DA0704  HISTORY     - 1971     MARK NOT FOUND   NGS
 DA0704  HISTORY     - 1971     GOOD             NGS
 DA0704
 DA0704                          STATION DESCRIPTION
 DA0704
 DA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0704'THE STATION IS 10.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM
 DA0704'THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 85 AT GILA
 DA0704'BEND TO THE THEBA INTERCHANGE.
 DA0704'
 DA0704'THE STATION MARK, STAMPED THEBA 1960, IS A STANDARD DISK
 DA0704'CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER IN THE CONCRETE
 DA0704'FLOOR OF THE WEST BOUND TRAFFIC LANE OF THE INTERCHANGE,
 DA0704'30.6 FEET WEST OF THE EAST END OF THE CONCRETE FLOOR, 20.5
 DA0704'FEET NORTH OF THE SOUTH CURB AND 18 FEET SOUTH OF THE NORTH CURB.
 DA0704'
 DA0704'REFERENCE MARK NO. 1, STAMPED THEBA NO 1 1960, IS A STANDARD
 DA0704'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH CURB,
 DA0704'0.7 FOOT NORTH OF THE SOUTH GUARD RAIL AND 1 FOOT ABOVE THE
 DA0704'ROADWAY.
 DA0704'
 DA0704'THE ARIZONA HIGHWAY DEPT. MARK (R.M. 2), NO STAMPING, IS A BRONZE
 DA0704'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH CURB,
 DA0704'0.6 FOOT SOUTH OF THE BASE OF THE CONCRETE ABUTMENT AT THE
 DA0704'NORTHEAST CORNER OF THE INTERCHANGE AND 1 FOOT ABOVE THE ROADWAY.
 DA0704
 DA0704                          STATION RECOVERY (1971)
 DA0704
 DA0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA0704'THE STATION MARK WAS NOT RECOVERED.  THE OVERPASS HAS BEEN
 DA0704'RE-SURFACED WITH A 4-INCH LAYER OF ASPHALT.  THE ARIZONA STATE
 DA0704'HIGHWAY DEPARTMENT WOULD NOT GRANT PERMISSION TO DIG FOR THE MARK,
 DA0704'ALTHOUGH THEY STATED THAT THE MARK WAS STILL IN PLACE.  FOR THIS
 DA0704'REASON AND ALSO THAT THE MARK IS IN THE CENTER OF THE WEST BOUND
 DA0704'LANE OF INTERSTATE HIGHWAY 8, THE STATION COULD NOT BE OCCUPIED AND
 DA0704'THEBA 2 1971 WAS ESTABLISHED AND OCCUPIED AT THIS DATE.
 DA0704'REFERENCE MARK 1 AND (AHD) REFERENCE MARK 2 WERE RECOVERED AND
 DA0704'FOUND TO BE IN GOOD CONDITION.
 DA0704'
 DA0704'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR THEBA 2
 DA0704'1971.
 DA0704'
 DA0704'REFERENCE MARK 1 IS A STANDARD DISK STAMPED THEBA NO 1 1960, CEMENTED
 DA0704'IN A DRILL HOLE IN THE SOUTH CURB OF THE WEST BOUND LANE.  IT IS 38
 DA0704'FEET WEST OF THE EAST END OF THE CONCRETE BRIDGE ABUTMENT AND 1
 DA0704'FOOT ABOVE THE HIGHWAY.
 DA0704'
 DA0704'THE ARIZONA STATE HIGHWAY DEPARTMENT DISK USED AS REFERENCE MARK 2 IS
 DA0704'STAMPED 747-08 4565+58-50 AND IS CEMENTED IN A DRILL HOLE IN THE
 DA0704'NORTH CURB OF THE WEST BOUND LANE.  IT IS 1 FOOT ABOVE THE HIGHWAY
 DA0704'AND 0.6 FOOT SOUTH OF THE BASE OF THE CONCRETE ABUTMENT AT THE
 DA0704'NORTHEAST CORNER OF THE OVERPASS.
 DA0704'
 DA0704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES WEST
 DA0704'OF GILA BEND.
 DA0704
 DA0704                          STATION RECOVERY (1971)
 DA0704
 DA0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA0704'10.5 MI W FROM GILA BEND.
 DA0704'1.35 MILES WEST ALONG U S HIGHWAY 80 FROM THE JUNCTION OF THE EUCLID
 DA0704'AVENUE AND PIMA STREET U S 80, 1 BLOCK SOUTH OF THE POST OFFICE IN
 DA0704'GILA BEND TO THE JUNCTION OF INTERSTATE HIGHWAY 8, THENCE 8.8 MILES
 DA0704'WEST ALONG INTERSTATE HIGHWAY 8 TO THE THEBA INTERCHANGE.  THE MARK IS
 DA0704'UNDER 4 INCHES OF ASPHALT AND IS UNUSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1168 ***********************************************************************
 DA1168  DESIGNATION -  THEBA 2
 DA1168  PID         -  DA1168
 DA1168  STATE/COUNTY-  AZ/MARICOPA
 DA1168  USGS QUAD   -  THEBA (1973)
 DA1168
 DA1168                         *CURRENT SURVEY CONTROL
 DA1168  ___________________________________________________________________
 DA1168* NAD 83(1992)-  32 55 12.50936(N)    112 53 33.02873(W)     ADJUSTED  
 DA1168* NAVD 88     -       221.584  (meters)     726.98   (feet)  ADJUSTED  
 DA1168  ___________________________________________________________________
 DA1168  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DA1168  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA1168  DYNAMIC HT  -         221.326 (meters)     726.13  (feet)  COMP
 DA1168  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DA1168
 DA1168  HORZ ORDER  -  FIRST
 DA1168  VERT ORDER  -  FIRST     CLASS II
 DA1168
 DA1168.The horizontal coordinates were established by classical geodetic methods
 DA1168.and adjusted by the National Geodetic Survey in August 1993.
 DA1168
 DA1168.The orthometric height was determined by differential leveling
 DA1168.and adjusted in June 1991.
 DA1168
 DA1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1168
 DA1168.The geoid height was determined by GEOID03.
 DA1168
 DA1168.The dynamic height is computed by dividing the NAVD 88
 DA1168.geopotential number by the normal gravity value computed on the
 DA1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1168.degrees latitude (g = 980.6199 gals.).
 DA1168
 DA1168.The modeled gravity was interpolated from observed gravity values.
 DA1168
 DA1168;                    North         East     Units Scale Factor Converg.
 DA1168;SPC AZ C     -   213,318.252   122,089.733   MT  1.00000268   -0 31 49.4
 DA1168;SPC AZ C     -   699,863.03    400,556.87   iFT  1.00000268   -0 31 49.4
 DA1168;UTM  12      - 3,644,022.564   323,037.422   MT  0.99998614   -1 01 43.6
 DA1168
 DA1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1168!SPC AZ C     -   0.99997014  x   1.00000268  =   0.99997282
 DA1168!UTM  12      -   0.99997014  x   0.99998614  =   0.99995628
 DA1168
 DA1168|---------------------------------------------------------------------|
 DA1168| PID    Reference Object                     Distance      Geod. Az  |
 DA1168|                                                           dddmmss.s |
 DA1168| DA1170 THEBA 2 RM 3                         25.295 METERS 07954     |
 DA1168| DA1169 THEBA 2 RM 4                         23.422 METERS 24316     |
 DA1168| DA0571 CROSSING                            APPROX. 1.2 KM 2584340.8 |
 DA1168|---------------------------------------------------------------------|
 DA1168
 DA1168                          SUPERSEDED SURVEY CONTROL
 DA1168
 DA1168  NAD 83(1986)-  32 55 12.50264(N)    112 53 33.03384(W) AD(       ) 1
 DA1168  NAD 27      -  32 55 12.32549(N)    112 53 30.41568(W) AD(       ) 1
 DA1168  NGVD 29 (07/19/86)  221.1    (m)          725.     (f) VERT ANG    3  
 DA1168
 DA1168.Superseded values are not recommended for survey control.
 DA1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1168.See file dsdata.txt to determine how the superseded data were derived.
 DA1168
 DA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2303744023(NAD 83)
 DA1168_MARKER: DS = TRIANGULATION STATION DISK
 DA1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1168_SP_SET: CONCRETE POST
 DA1168_STAMPING: THEBA 2 1971
 DA1168_MARK LOGO: NGS   
 DA1168_PROJECTION: FLUSH
 DA1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1168+STABILITY: SURFACE MOTION
 DA1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1168+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA1168
 DA1168  HISTORY     - Date     Condition        Report By
 DA1168  HISTORY     - 1971     MONUMENTED       NGS
 DA1168  HISTORY     - 1980     GOOD             NGS
 DA1168  HISTORY     - 1981     GOOD             NGS
 DA1168  HISTORY     - 20060128 GOOD             USPSQD
 DA1168  HISTORY     - 20060128 GOOD             USPSQD
 DA1168
 DA1168                          STATION DESCRIPTION
 DA1168
 DA1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DA1168'THE STATION IS LOCATED ABOUT 10.5 MILES WEST OF GILA BEND, 0.3 MILE
 DA1168'WEST OF THE THEBA EXIT AND ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 DA1168'HIGHWAY 8.
 DA1168'
 DA1168'TO REACH THE STATION FROM THE INTERSECTION OF EUCLID AVENUE AND
 DA1168'PIMA STREET US 80 1 BLOCK SOUTH OF THE POST OFFICE IN GILA BEND GO
 DA1168'WEST ON PIMA STREET US 80 FOR 1.35 MILES TO THE JUNCTION OF
 DA1168'INTERSTATE HIGHWAY 8.  CONTINUE WEST ON INTERSTATE HIGHWAY 8 FOR 8.8
 DA1168'MILES TO THE THEBA ROAD EXIT.  BEAR RIGHT AND GO WEST ON THE ACCESS
 DA1168'ROAD FOR 0.3 MILE TO THE JUNCTION OF THEBA ROAD.  TURN LEFT AND GO
 DA1168'SOUTH ON THEBA ROAD FOR 0.2 MILE, (PASSING UNDER THE HIGHWAY) TO A
 DA1168'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE FRONTAGE
 DA1168'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DA1168'
 DA1168'THE STATION MARK IS A STANDARD DISK STAMPED THEBA 2 1971, SET IN
 DA1168'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 DA1168'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET SOUTH OF THE
 DA1168'CENTER OF THE EAST BOUND LANE AND 15.6 FEET NORTH OF A METAL
 DA1168'WITNESS POST WITH SIGN SET IN THE SOUTH RIGHT-OF-WAY FENCE.  AN
 DA1168'UNDERGROUND DISK WAS SET ABOUT 42-INCHES BELOW THE GROUND
 DA1168'SURFACE.
 DA1168'
 DA1168'REFERENCE MARK 3 IS A STANDARD DISK STAMPED THEBA 2 NO 3 1971, SET
 DA1168'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 DA1168'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DA1168'100 FEET SOUTH OF THE CENTER OF THE OFF-RAMP TO THEBA ROAD, 88
 DA1168'FEET EAST OF A METAL WITNESS POST WITH SIGN SET IN THE SOUTH
 DA1168'RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 DA1168'FENCE.
 DA1168'
 DA1168'REFERENCE MARK 4 IS A STANDARD DISK STAMPED THEBA 2 NO 4 1971, SET
 DA1168'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 DA1168'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 120
 DA1168'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE, 69 FEET WEST OF
 DA1168'THE METAL WITNESS POST WITH SIGN SET IN THE SOUTH RIGHT-OF-WAY
 DA1168'FENCE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 DA1168'
 DA1168'TRIANGULATION STATION CROSSING 1934 CAN BE USED FOR AN AZIMUTH MARK,
 DA1168'FOR A ROUTE TO REACH SEE THE DESCRIPTION THERE OF.
 DA1168'
 DA1168'DUE TO TRIANGULATION STATION THEBA 1960 BEING IN THE CENTER OF
 DA1168'THE OVER PASS ON THE WEST BOUND LANE OF INTERSTATE HIGHWAY 8 IT
 DA1168'WAS IMPOSSIBLE TO USE IT AND THEBA 2 WAS ESTABLISHED AND OCCUPIED.
 DA1168'
 DA1168'THE GEODIMETER DISTANCE ABOVE IS REDUCED TO SEA LEVEL.
 DA1168
 DA1168                          STATION RECOVERY (1980)
 DA1168
 DA1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA1168'16.8 KM (10.45 MI) SW FROM GILA BEND.
 DA1168'16.8 KM (10.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1168'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) SOUTHWEST OF
 DA1168'THE CROSSING OF PALOMA RANCH ROAD, 0.25 KM (0.15 MI) SOUTHWEST OF THE
 DA1168'PALOMA RANCH GENERAL STORE, 0.2 KM (0.1 MI) NORTHEAST OF A PAVED ROAD
 DA1168'LEADING SOUTHEAST ACROSS THE TRACKS TO PALOMA RANCH, ON THE INTERSTATE
 DA1168'HIGHWAY 8 RIGHT-OF-WAY, 69.5 METERS (228 FT) NORTHWEST OF THE
 DA1168'NORTHWEST RAIL OF THE MAIN TRACKS, 34.1 METERS (112 FT) SOUTHWEST OF
 DA1168'THE CENTERLINE OF THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 8, 12.2
 DA1168'METERS (40.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD
 DA1168'(OLD U.S. HIGHWAY 80), 4.1 METERS (13.5 FT) NORTHWEST OF THE RIGHT-
 DA1168'OF-WAY FENCE. NOTE-PALOMA ROAD IS EXIT 106 ON THE INTERSTATE.
 DA1168'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA1168'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA1168
 DA1168                          STATION RECOVERY (1981)
 DA1168
 DA1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1168'THE STATION WAS RECOVERED USING ITS POSITION INPUT INTO AN INERTIAL
 DA1168'SURVEY SYSTEM MOUNTED IN A HELICOPTER.
 DA1168
 DA1168                          STATION RECOVERY (2006)
 DA1168
 DA1168'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1168'RECOVERED AS DESCRIBED.
 DA1168
 DA1168                          STATION RECOVERY (2006)
 DA1168
 DA1168'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1170 ***********************************************************************
 DA1170  DESIGNATION -  THEBA 2 RM 3
 DA1170  PID         -  DA1170
 DA1170  STATE/COUNTY-  AZ/MARICOPA
 DA1170  USGS QUAD   -  THEBA (1973)
 DA1170
 DA1170                         *CURRENT SURVEY CONTROL
 DA1170  ___________________________________________________________________
 DA1170* NAD 83(1986)-  32 55 12.     (N)    112 53 33.     (W)     SCALED    
 DA1170* NAVD 88     -       221.752  (meters)     727.53   (feet)  ADJUSTED  
 DA1170  ___________________________________________________________________
 DA1170  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA1170  DYNAMIC HT  -         221.494 (meters)     726.68  (feet)  COMP
 DA1170  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DA1170
 DA1170  VERT ORDER  -  FIRST     CLASS II
 DA1170
 DA1170.The horizontal coordinates were scaled from a topographic map and have
 DA1170.an estimated accuracy of +/- 6 seconds.
 DA1170
 DA1170.The orthometric height was determined by differential leveling
 DA1170.and adjusted in June 1991.
 DA1170
 DA1170.The geoid height was determined by GEOID03.
 DA1170
 DA1170.The dynamic height is computed by dividing the NAVD 88
 DA1170.geopotential number by the normal gravity value computed on the
 DA1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1170.degrees latitude (g = 980.6199 gals.).
 DA1170
 DA1170.The modeled gravity was interpolated from observed gravity values.
 DA1170
 DA1170;                    North         East    Units  Estimated Accuracy
 DA1170;SPC AZ C     -   213,300.      122,090.      MT  (+/- 180 meters Scaled)
 DA1170
 DA1170                          SUPERSEDED SURVEY CONTROL
 DA1170
 DA1170.No superseded survey control is available for this station.
 DA1170
 DA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB230440(NAD 83)
 DA1170_MARKER: DR = REFERENCE MARK DISK
 DA1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1170_SP_SET: CONCRETE POST
 DA1170_STAMPING: THEBA 2 NO 3 1971
 DA1170_MARK LOGO: NGS   
 DA1170_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1170+STABILITY: SURFACE MOTION
 DA1170
 DA1170  HISTORY     - Date     Condition        Report By
 DA1170  HISTORY     - 1971     MONUMENTED       NGS
 DA1170  HISTORY     - 1980     GOOD             NGS
 DA1170
 DA1170                          STATION DESCRIPTION
 DA1170
 DA1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1170'16.8 KM (10.45 MI) SW FROM GILA BEND.
 DA1170'16.8 KM (11.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1170'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) SOUTHWEST
 DA1170'OF THE JUNCTION OF PALOMA RANCH ROAD (EXIT 106 ON INTERSTATE HIGHWAY
 DA1170'8), 0.25 KM (0.15 MI) SOUTHWEST OF THE PALOMA RANCH GENERAL STORE,
 DA1170'0.2 KM (0.1 MI) NORTHEAST OF A PAVED ROAD LEADING SOUTHEAST ACROSS
 DA1170'THE TRACKS TO PALOMA RANCH, ON THE INTERSTATE HIGHWAY 8 RIGHT-OF-WAY,
 DA1170'65.5 METERS (214 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 DA1170'TRACK, 37.6 METERS (123 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DA1170'EAST-BOUND LANES OF INTERSTATE HIGHWAY 8, 25.3 METERS (83.0 FT)
 DA1170'NORTHEAST OF THE TRIANGULATION STATION THEBA 2, 8.1 METERS (26.5 FT)
 DA1170'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80)
 DA1170'0.3 METER (1.0 FT) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA1170'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1169 ***********************************************************************
 DA1169  DESIGNATION -  THEBA 2 RM 4
 DA1169  PID         -  DA1169
 DA1169  STATE/COUNTY-  AZ/MARICOPA
 DA1169  USGS QUAD   -  THEBA (1973)
 DA1169
 DA1169                         *CURRENT SURVEY CONTROL
 DA1169  ___________________________________________________________________
 DA1169* NAD 83(1986)-  32 55 12.     (N)    112 53 33.     (W)     SCALED    
 DA1169* NAVD 88     -       221.642  (meters)     727.17   (feet)  ADJUSTED  
 DA1169  ___________________________________________________________________
 DA1169  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA1169  DYNAMIC HT  -         221.384 (meters)     726.32  (feet)  COMP
 DA1169  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DA1169
 DA1169  VERT ORDER  -  FIRST     CLASS II
 DA1169
 DA1169.The horizontal coordinates were scaled from a topographic map and have
 DA1169.an estimated accuracy of +/- 6 seconds.
 DA1169
 DA1169.The orthometric height was determined by differential leveling
 DA1169.and adjusted in June 1991.
 DA1169
 DA1169.The geoid height was determined by GEOID03.
 DA1169
 DA1169.The dynamic height is computed by dividing the NAVD 88
 DA1169.geopotential number by the normal gravity value computed on the
 DA1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1169.degrees latitude (g = 980.6199 gals.).
 DA1169
 DA1169.The modeled gravity was interpolated from observed gravity values.
 DA1169
 DA1169;                    North         East    Units  Estimated Accuracy
 DA1169;SPC AZ C     -   213,300.      122,090.      MT  (+/- 180 meters Scaled)
 DA1169
 DA1169                          SUPERSEDED SURVEY CONTROL
 DA1169
 DA1169.No superseded survey control is available for this station.
 DA1169
 DA1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB230440(NAD 83)
 DA1169_MARKER: DR = REFERENCE MARK DISK
 DA1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1169_SP_SET: CONCRETE POST
 DA1169_STAMPING: THEBA 2 NO 4 1971
 DA1169_MARK LOGO: NGS   
 DA1169_PROJECTION: PROJECTING 5 CENTIMETERS
 DA1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1169+STABILITY: SURFACE MOTION
 DA1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1169+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA1169
 DA1169  HISTORY     - Date     Condition        Report By
 DA1169  HISTORY     - 1971     MONUMENTED       NGS
 DA1169  HISTORY     - 1980     GOOD             NGS
 DA1169  HISTORY     - 20060220 GOOD             USPSQD
 DA1169
 DA1169                          STATION DESCRIPTION
 DA1169
 DA1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1169'16.8 KM (10.45 MI) SW FROM GILA BEND.
 DA1169'16.8 KM (10.45 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1169'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.5 KM (0.3 MI) SOUTHWEST
 DA1169'OF THE JUNCTION OF PALOMA RANCH ROAD (EXIT 106 ON INTERSTATE HIGHWAY
 DA1169'8), 0.25 KM (0.15 MI) SOUTHWEST OF THE PALOMA RANCH GENERAL STORE,
 DA1169'0.2 KM (0.1 MI) NORTHEAST OF A PAVED ROAD LEADING SOUTHEAST ACROSS
 DA1169'THE TRACKS TO PALOMA RANCH, ON THE INTERSTATE HIGHWAY 8 RIGHT-OF-WAY,
 DA1169'65.4 METERS (214 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK
 DA1169'37.6 METERS (123 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND
 DA1169'LANES OF THE INTERSTATE, 23.5 METERS (77.0 FT) SOUTH OF THE
 DA1169'TRIANGULATION STATION THEBA 2, 8.1 METERS (26.5 FT) NORTHWEST OF THE
 DA1169'CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 80), 0.3 METER (1.0 FT)
 DA1169'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA1169'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA1169
 DA1169                          STATION RECOVERY (2006)
 DA1169
 DA1169'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1169'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0703 ***********************************************************************
 DA0703  DESIGNATION -  THEBA RM 1
 DA0703  PID         -  DA0703
 DA0703  STATE/COUNTY-  AZ/MARICOPA
 DA0703  USGS QUAD   -  THEBA (1973)
 DA0703
 DA0703                         *CURRENT SURVEY CONTROL
 DA0703  ___________________________________________________________________
 DA0703* NAD 83(1986)-  32 55 18.     (N)    112 53 16.     (W)     SCALED    
 DA0703* NAVD 88     -       228.09   (+/-2cm)     748.3    (feet)  VERTCON   
 DA0703  ___________________________________________________________________
 DA0703  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DA0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0703
 DA0703.The horizontal coordinates were scaled from a topographic map and have
 DA0703.an estimated accuracy of +/- 6 seconds.
 DA0703
 DA0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0703.The vertical order pertains to the NGVD 29 superseded value.
 DA0703
 DA0703.The geoid height was determined by GEOID03.
 DA0703
 DA0703;                    North         East    Units  Estimated Accuracy
 DA0703;SPC AZ C     -   213,480.      122,530.      MT  (+/- 180 meters Scaled)
 DA0703
 DA0703                          SUPERSEDED SURVEY CONTROL
 DA0703
 DA0703  NGVD 29 (??/??/92)  227.525  (m)          746.47   (f) ADJ UNCH    2 0
 DA0703
 DA0703.Superseded values are not recommended for survey control.
 DA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0703.See file dsdata.txt to determine how the superseded data were derived.
 DA0703
 DA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB234441(NAD 83)
 DA0703_MARKER: DR = REFERENCE MARK DISK
 DA0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0703_SP_SET: CURB
 DA0703_STAMPING: THEBA NO 1 1960
 DA0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0703+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA0703
 DA0703  HISTORY     - Date     Condition        Report By
 DA0703  HISTORY     - 1960     MONUMENTED       CGS
 DA0703  HISTORY     - 1971     GOOD             NGS
 DA0703  HISTORY     - 20060220 GOOD             USPSQD
 DA0703
 DA0703                          STATION DESCRIPTION
 DA0703
 DA0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA0703'10.5 MI W FROM GILA BEND.
 DA0703'1.35 MILES WEST ALONG U S HIGHWAY 80 FROM THE JUNCTION OF EUCLID
 DA0703'AVENUE AND PIMA STREET U S 80, 1 BLOCK SOUTH OF THE POST OFFICE IN
 DA0703'GILA BEND TO THE JUNCTION OF INTERSTATE HIGHWAY 8, THENCE 8.8 MILES
 DA0703'WEST ALONG INTERSTATE HIGHWAY 8 TO THE THEBA INTERCHANGE, 38 FEET WEST
 DA0703'OF THE EAST END OF THE CONCRETE BRIDGE ABUTMENT, 1 FOOT ABOVE THE
 DA0703'HIGHWAY, CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE WEST BOUND
 DA0703'LANE.
 DA0703
 DA0703                          STATION RECOVERY (2006)
 DA0703
 DA0703'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0703'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0425 ***********************************************************************
 GP0425  DESIGNATION -  THIEF
 GP0425  PID         -  GP0425
 GP0425  STATE/COUNTY-  AZ/NAVAJO
 GP0425  USGS QUAD   -  BLACK MESA WASH NW (1970)
 GP0425
 GP0425                         *CURRENT SURVEY CONTROL
 GP0425  ___________________________________________________________________
 GP0425* NAD 83(1992)-  36 29 29.27988(N)    110 38 02.29432(W)     ADJUSTED  
 GP0425* NAVD 88     -      1931.391  (meters)    6336.57   (feet)  ADJUSTED  
 GP0425  ___________________________________________________________________
 GP0425  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 GP0425  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 GP0425  DYNAMIC HT  -        1928.940 (meters)    6328.53  (feet)  COMP
 GP0425  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 GP0425
 GP0425  HORZ ORDER  -  SECOND
 GP0425  VERT ORDER  -  FIRST     CLASS II
 GP0425
 GP0425.The horizontal coordinates were established by classical geodetic methods
 GP0425.and adjusted by the National Geodetic Survey in August 1993.
 GP0425
 GP0425.The orthometric height was determined by differential leveling
 GP0425.and adjusted in June 1991.
 GP0425
 GP0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0425
 GP0425.The geoid height was determined by GEOID03.
 GP0425
 GP0425.The dynamic height is computed by dividing the NAVD 88
 GP0425.geopotential number by the normal gravity value computed on the
 GP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0425.degrees latitude (g = 980.6199 gals.).
 GP0425
 GP0425.The modeled gravity was interpolated from observed gravity values.
 GP0425
 GP0425;                    North         East     Units Scale Factor Converg.
 GP0425;SPC AZ E     -   609,143.863   171,493.179   MT  0.99992159   -0 16 40.5
 GP0425;SPC AZ E     - 1,998,503.49    562,641.66   iFT  0.99992159   -0 16 40.5
 GP0425;UTM  12      - 4,038,523.805   532,783.518   MT  0.99961324   +0 13 03.7
 GP0425
 GP0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0425!SPC AZ E     -   0.99970026  x   0.99992159  =   0.99962188
 GP0425!UTM  12      -   0.99970026  x   0.99961324  =   0.99931362
 GP0425
 GP0425|---------------------------------------------------------------------|
 GP0425| PID    Reference Object                     Distance      Geod. Az  |
 GP0425|                                                           dddmmss.s |
 GP0425| CD4067 THIEF RM 2                           21.707 METERS 03823     |
 GP0425| GP0653 TP 1                                APPROX. 4.5 KM 0552226.8 |
 GP0425| CD4066 THIEF RM 1                           23.007 METERS 30112     |
 GP0425| GP0654 SHONTO WATER TANK                   APPROX.12.2 KM 3495328.9 |
 GP0425|---------------------------------------------------------------------|
 GP0425
 GP0425                          SUPERSEDED SURVEY CONTROL
 GP0425
 GP0425  NAD 83(1986)-  36 29 29.27985(N)    110 38 02.29185(W) AD(       ) 2
 GP0425  NAD 27      -  36 29 29.29134(N)    110 37 59.77868(W) AD(       ) 2
 GP0425  NGVD 29 (07/19/86) 1930.5    (m)         6334.     (f) VERT ANG    3  
 GP0425
 GP0425.Superseded values are not recommended for survey control.
 GP0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0425.See file dsdata.txt to determine how the superseded data were derived.
 GP0425
 GP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3278438524(NAD 83)
 GP0425_MARKER: DS = TRIANGULATION STATION DISK
 GP0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0425_SP_SET: CONCRETE POST
 GP0425_STAMPING: THIEF 1970
 GP0425_MARK LOGO: USGS  
 GP0425_PROJECTION: FLUSH
 GP0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0425+STABILITY: SURFACE MOTION
 GP0425
 GP0425  HISTORY     - Date     Condition        Report By
 GP0425  HISTORY     - 1970     MONUMENTED       USGS
 GP0425  HISTORY     - 1983     GOOD             NGS
 GP0425
 GP0425                          STATION DESCRIPTION
 GP0425
 GP0425'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0425'RM 1, TO RM 2, NOT MEASURED
 GP0425'
 GP0425'INSTRUMENT TRIPOD 5.5 FT ABOVE STATION MARK.
 GP0425'
 GP0425'LOCATED ABOUT 42.0 MI (AIRLINE) NE. OF TUBA CITY, AND ABOUT 26.0
 GP0425'MI SW. OF KAYENTA.  ABOUT 7.0 MI S. OF SHONTO.  ON A SMALL KNOLL
 GP0425'NW. OF HIGHWAY 164.
 GP0425'
 GP0425'TO REACH FROM THE POST OFFICE IN KAYENTA, GO S. ON PAVED RD. FOR 1.3
 GP0425'MI TO JUNCTION OF HIGHWAY 164.  TURN RIGHT ON HIGHWAY 164 TOWARD
 GP0425'TUBA CITY FOR 28.0 MI TO A DIM DIRT RD. RIGHT.  TURN RIGHT ON DIRT
 GP0425'RD. FOR 0.1 MI TO SMALL KNOLL AND STATION.  (DIRT RD. IS 4.0 MI NE.
 GP0425'OF JUNCTION OF HIGHWAY 164 AND PAVED RD. TO SHONTO).
 GP0425'
 GP0425'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED THIEF 1970 SET
 GP0425'IN A CONCRETE POST.
 GP0425'
 GP0425'UNDERGROUND MARK--A STANDARD ALUMINUM TABLET NOT STAMPED SET 3.2 FT
 GP0425'BELOW THE STATION MARK.
 GP0425'
 GP0425'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED NO 1 1970
 GP0425'SET IN A CONCRETE POST.
 GP0425'
 GP0425'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED NO 2 1970
 GP0425'SET IN A CONCRETE POST.
 GP0425
 GP0425                          STATION RECOVERY (1983)
 GP0425
 GP0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0425'44.6 KM (27.7 MI) SW FROM KAYENTA.
 GP0425'44.6 KM (27.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0425'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.8 KM (0.5 MI) NORTHEAST
 GP0425'OF MILEPOST 365, 0.3 KM (0.2 MI) SOUTHWEST OF A DIRT ROAD LEADING
 GP0425'SOUTH, 142.4 METERS (467.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 GP0425'HIGHWAY, 64.9 METERS (212.9 FT) NORTH OF A UTILITY POLE, AND
 GP0425'48.5 METERS (159.1 FT) NORTHWEST OF A FENCE.
 GP0425'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1144 ***********************************************************************
 ES1144  DESIGNATION -  THIRTEEN MILE
 ES1144  PID         -  ES1144
 ES1144  STATE/COUNTY-  AZ/YAVAPAI
 ES1144  USGS QUAD   -  WALKER MTN (1969)
 ES1144
 ES1144                         *CURRENT SURVEY CONTROL
 ES1144  ___________________________________________________________________
 ES1144* NAD 83(1992)-  34 30 15.51000(N)    111 40 39.17051(W)     ADJUSTED  
 ES1144* NAVD 88     -      1681.8    (meters)    5518.     (feet)  VERTCON   
 ES1144  ___________________________________________________________________
 ES1144  LAPLACE CORR-          10.41  (seconds)                    DEFLEC99
 ES1144  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ES1144  HORZ ORDER  -  THIRD
 ES1144
 ES1144.The horizontal coordinates were established by classical geodetic methods
 ES1144.and adjusted by the National Geodetic Survey in August 1993.
 ES1144
 ES1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1144
 ES1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1144
 ES1144.The geoid height was determined by GEOID03.
 ES1144
 ES1144;                    North         East     Units Scale Factor Converg.
 ES1144;SPC AZ C     -   388,615.597   235,317.410   MT  0.99990594   +0 08 07.6
 ES1144;SPC AZ C     - 1,274,985.55    772,038.75   iFT  0.99990594   +0 08 07.6
 ES1144;UTM  12      - 3,818,283.318   437,801.629   MT  0.99964768   -0 23 01.8
 ES1144
 ES1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1144!SPC AZ C     -   0.99974005  x   0.99990594  =   0.99964602
 ES1144!UTM  12      -   0.99974005  x   0.99964768  =   0.99938783
 ES1144
 ES1144:                Primary Azimuth Mark                     Grid Az
 ES1144:SPC AZ C     -  Y=TANK ALOMA                             084 52 56.1
 ES1144:UTM  12      -  Y=TANK ALOMA                             085 24 05.5
 ES1144
 ES1144|---------------------------------------------------------------------|
 ES1144| PID    Reference Object                     Distance      Geod. Az  |
 ES1144|                                                           dddmmss.s |
 ES1144| ES1143 Y=TANK ALOMA                        APPROX. 5.8 KM 0850103.7 |
 ES1144| CS4001 THIRTEEN MILE RM 1                    6.236 METERS 14510     |
 ES1144| ES0962 SQUAW PEAK                          APPROX.18.6 KM 2580251.2 |
 ES1144|---------------------------------------------------------------------|
 ES1144
 ES1144                          SUPERSEDED SURVEY CONTROL
 ES1144
 ES1144  NAD 83(1986)-  34 30 15.50326(N)    111 40 39.16999(W) AD(       ) 3
 ES1144  NGVD 29 (04/23/90) 1681.0    (m)         5515.     (f) VERT ANG    3  
 ES1144
 ES1144.Superseded values are not recommended for survey control.
 ES1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1144.See file dsdata.txt to determine how the superseded data were derived.
 ES1144
 ES1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3780218283(NAD 83)
 ES1144_MARKER: DB = BENCH MARK DISK
 ES1144_SETTING: 66 = SET IN ROCK OUTCROP
 ES1144_SP_SET: SET IN ROCK OUTCROP
 ES1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1144+STABILITY: POSITION/ELEVATION WELL
 ES1144
 ES1144  HISTORY     - Date     Condition        Report By
 ES1144  HISTORY     - 1930     MONUMENTED       USGS
 ES1144  HISTORY     - 1960     GOOD             USGS
 ES1144  HISTORY     - 1966     GOOD             USGS
 ES1144
 ES1144                          STATION DESCRIPTION
 ES1144
 ES1144'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1144'LOCATED 13 MI SE. OF CAMP VERDE, 6 MI E. OF CLEAR CREEK RANGER
 ES1144'STATION.  ON FIRST HIGH POINT OF MESA.
 ES1144'
 ES1144'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1144'LARGE FLAT ROCK OUTCROP.
 ES1144'
 ES1144'RM 1--STANDARD RM TABLET, UNSTAMPED, CEMENTED IN ROCK.
 ES1144
 ES1144                          STATION RECOVERY (1960)
 ES1144
 ES1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ES1144'RECOVERED AS DESCRIBED BY USGS.
 ES1144'
 ES1144'TO REACH FROM CAMP VERDE POST OFFICE, GO 7.8 MI S. ON PINE-PAYSON
 ES1144'RD.  TURN LEFT ON T-RD. AS PER SIGN TOMS CREEK RD 6.45 MI TO
 ES1144'END OF TRUCK TRAVEL.  PACK N. AND W. TO HIGHEST PART OF HILL THAT
 ES1144'IS SURROUNDED BY VERTICAL ROCK RIM ON SOUTH, WEST AND NORTH
 ES1144'SIDES.  A 30-MINUTE PACK.
 ES1144'
 ES1144'STATION MARK--STANDARD TABLET STAMPED---Y 1930 VA 5514---, CEMENTED
 ES1144'IN FLAT ROCK.
 ES1144
 ES1144                          STATION RECOVERY (1966)
 ES1144
 ES1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1144'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0882 ***********************************************************************
 ES0882  DESIGNATION -  THISTLE
 ES0882  PID         -  ES0882
 ES0882  STATE/COUNTY-  AZ/COCONINO
 ES0882  USGS QUAD   -  CHAVEZ MTN EAST (1971)
 ES0882
 ES0882                         *CURRENT SURVEY CONTROL
 ES0882  ___________________________________________________________________
 ES0882* NAD 83(1992)-  34 45 48.42088(N)    111 01 03.77122(W)     ADJUSTED  
 ES0882* NAVD 88     -      1875.7    (meters)    6154.     (feet)  VERTCON   
 ES0882  ___________________________________________________________________
 ES0882  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 ES0882  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ES0882  HORZ ORDER  -  SECOND
 ES0882
 ES0882.The horizontal coordinates were established by classical geodetic methods
 ES0882.and adjusted by the National Geodetic Survey in August 1993.
 ES0882
 ES0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0882
 ES0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0882
 ES0882.The geoid height was determined by GEOID03.
 ES0882
 ES0882;                    North         East     Units Scale Factor Converg.
 ES0882;SPC AZ C     -   417,702.501   295,652.149   MT  0.99998344   +0 30 45.4
 ES0882;SPC AZ C     - 1,370,415.03    969,987.37   iFT  0.99998344   +0 30 45.4
 ES0882;UTM  12      - 3,846,811.250   498,378.909   MT  0.99960003   -0 00 36.4
 ES0882
 ES0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0882!SPC AZ C     -   0.99970938  x   0.99998344  =   0.99969282
 ES0882!UTM  12      -   0.99970938  x   0.99960003  =   0.99930952
 ES0882
 ES0882:                Primary Azimuth Mark                     Grid Az
 ES0882:SPC AZ C     -  CEDAR                                    039 17 35.7
 ES0882:UTM  12      -  CEDAR                                    039 48 57.5
 ES0882
 ES0882|---------------------------------------------------------------------|
 ES0882| PID    Reference Object                     Distance      Geod. Az  |
 ES0882|                                                           dddmmss.s |
 ES0882| ES1120 CEDAR                               APPROX. 3.0 KM 0394821.1 |
 ES0882| DZ1309 THISTLE RM 1                         10.691 METERS 05233     |
 ES0882| DZ1310 THISTLE RM 2                         11.111 METERS 23343     |
 ES0882|---------------------------------------------------------------------|
 ES0882
 ES0882                          SUPERSEDED SURVEY CONTROL
 ES0882
 ES0882  NAD 83(1986)-  34 45 48.41378(N)    111 01 03.77469(W) AD(       ) 2
 ES0882  NGVD 29 (07/10/87) 1874.9    (m)         6151.     (f) VERT ANG    3  
 ES0882
 ES0882.Superseded values are not recommended for survey control.
 ES0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0882.See file dsdata.txt to determine how the superseded data were derived.
 ES0882
 ES0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9837946811(NAD 83)
 ES0882_MARKER: DS = TRIANGULATION STATION DISK
 ES0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0882+STABILITY: SURFACE MOTION
 ES0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0882+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 ES0882
 ES0882  HISTORY     - Date     Condition        Report By
 ES0882  HISTORY     - 1981     MONUMENTED       AZDT
 ES0882  HISTORY     - 20080723 GOOD             GEOCAC
 ES0882
 ES0882                          STATION DESCRIPTION
 ES0882
 ES0882'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0882'THE STATION IS LOCATED 14 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0882'STATION AND 0.5 MILE NORTH OF THE COCONINO NATIONAL BOUNDARY SIGN ON
 ES0882'THE WEST SIDE OF ARIZONA HIGHWAY 87.
 ES0882'
 ES0882'THE STATION MARK IS AN AZDT DISK STAMPED---THISTLE 1981---SET IN
 ES0882'THE TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET WEST OF THE CENTERLINE
 ES0882'OF THE HIGHWAY AND 3.5 FEET EAST OF THE WITNESS POST.
 ES0882'
 ES0882'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---THISTLE RM 1 1981---SET
 ES0882'IN TOP OF A CONCRETE MONUMENT.
 ES0882'
 ES0882'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---THISTLE RM 2 1981---SET
 ES0882'IN TOP OF A CONCRETE MONUMENT.
 ES0882'
 ES0882'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0882'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION.
 ES0882'CONTINUE NORTH ALONG SR 87 FOR 15.95 MILES TO THE COCONINO NATIONAL
 ES0882'FOREST BOUNDARY SIGN ON THE LEFT, CONTINUE AHEAD FOR 0.5 MILE TO THE
 ES0882'STATION ON THE LEFT AT MILEPOST 316.
 ES0882
 ES0882                          STATION RECOVERY (2008)
 ES0882
 ES0882'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0882'RECOVERED STATION THISTLE IN GOOD CONDITION. REFERENCE MARKS NOT
 ES0882'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2260 ***********************************************************************
 DU2260  DESIGNATION -  THOM
 DU2260  PID         -  DU2260
 DU2260  STATE/COUNTY-  AZ/MARICOPA
 DU2260  USGS QUAD   -  TEMPE (1982)
 DU2260
 DU2260                         *CURRENT SURVEY CONTROL
 DU2260  ___________________________________________________________________
 DU2260* NAD 83(2007)-  33 28 50.51294(N)    111 53 30.97875(W)     NO CHECK  
 DU2260* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 DU2260  ___________________________________________________________________
 DU2260  EPOCH DATE  -        2007.00
 DU2260  X           -  -1,985,665.326 (meters)                     COMP
 DU2260  Y           -  -4,941,506.564 (meters)                     COMP
 DU2260  Z           -   3,498,738.701 (meters)                     COMP
 DU2260  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DU2260  ELLIP HEIGHT-         344.110 (meters)          (02/10/07) NO CHECK
 DU2260  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DU2260
 DU2260  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2260  Type    PID    Designation                      North   East  Ellip
 DU2260  -------------------------------------------------------------------
 DU2260  NETWORK DU2260 THOM                              5.53   4.06  17.46
 DU2260  -------------------------------------------------------------------
 DU2260
 DU2260.The horizontal coordinates were established by GPS observations
 DU2260.and adjusted by the National Geodetic Survey in February 2007.
 DU2260
 DU2260.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2260.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2260.No horizontal observational check was made to the station.
 DU2260.The horizontal coordinates are valid at the epoch date displayed above.
 DU2260.The epoch date for horizontal control is a decimal equivalence
 DU2260.of Year/Month/Day.
 DU2260
 DU2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2260
 DU2260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2260
 DU2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2260
 DU2260.The ellipsoidal height was determined by GPS observations
 DU2260.and is referenced to NAD 83.
 DU2260
 DU2260.The geoid height was determined by GEOID03.
 DU2260
 DU2260;                    North         East     Units Scale Factor Converg.
 DU2260;SPC AZ C     -   275,060.100   215,658.080   MT  0.99990007   +0 00 49.1
 DU2260;SPC AZ C     -   902,428.15    707,539.63   iFT  0.99990007   +0 00 49.1
 DU2260;UTM  12      - 3,704,935.076   417,132.251   MT  0.99968466   -0 29 31.5
 DU2260
 DU2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2260!SPC AZ C     -   0.99994598  x   0.99990007  =   0.99984606
 DU2260!UTM  12      -   0.99994598  x   0.99968466  =   0.99963066
 DU2260
 DU2260                          SUPERSEDED SURVEY CONTROL
 DU2260
 DU2260  ELLIP H (06/11/02)  344.171  (m)                       GP(       ) 4 2
 DU2260  NAD 83(1992)-  33 28 50.51177(N)    111 53 30.97740(W) AD(       ) 1
 DU2260  ELLIP H (08/23/93)  344.255  (m)                       GP(       ) 4 2
 DU2260  NAD 83(1986)-  33 28 50.50545(N)    111 53 30.98269(W) AD(       ) 1
 DU2260  NGVD 29 (09/11/89)  373.1    (m)         1224.     (f) GPS OBS     3  
 DU2260
 DU2260.Superseded values are not recommended for survey control.
 DU2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2260.See file dsdata.txt to determine how the superseded data were derived.
 DU2260
 DU2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1713204935(NAD 83)
 DU2260_MARKER: I = METAL ROD
 DU2260_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU2260_SP_SET: OBJECT DRIVEN INTO GROUND
 DU2260_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2260+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2260
 DU2260  HISTORY     - Date     Condition        Report By
 DU2260  HISTORY     - 1986     MONUMENTED       AZDT
 DU2260  HISTORY     - 19951101 MARK NOT FOUND   USPSQD
 DU2260
 DU2260                          STATION DESCRIPTION
 DU2260
 DU2260'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2260'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST-SOUTHEAST OF
 DU2260'SCOTTSDALE, ARIZONA.
 DU2260'
 DU2260'TO REACH THE STATION FROM THE INTERSECTION OF MCDOWELL ROAD AND
 DU2260'PIMA ROAD, GO NORTH ON PIMA ROAD FOR 1.6 KM (1.0 MI) TO THE
 DU2260'INTERSECTION OF PIMA ROAD AND THOMAS ROAD TO THE STATION ON THE
 DU2260'NORTHWEST CORNER.
 DU2260'
 DU2260'THE STATION IS A 5/8 INCH REBAR WITH A PUNCH MARK ALONG THE WEST
 DU2260'EDGE OF A SIDEWALK AND 13 CM LOWER THAN THE SIDEWALK.  THE WEST
 DU2260'FACE OF THE SIDEWALK WAS PAINTED WHITE.  LOCATED
 DU2260'30.5 METERS (100 FT) NORTH FROM THE CENTERLINE OF THOMAS ROAD,
 DU2260'11.19 METERS (36.7 FT) WEST FROM THE CENTERLINE OF PIMA ROAD,
 DU2260'12.73 METERS (41.75 FT) NORTH-NORTHEAST FROM AN 18 INCH DIAMETER WOOD
 DU2260'POWER POLE MARKED NO. 89,
 DU2260'8.11 METERS (26.6 FT) EAST-SOUTHEAST FROM A DOUBLE TRUNKED OLIVE
 DU2260'TREE.
 DU2260
 DU2260                          STATION RECOVERY (1995)
 DU2260
 DU2260'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU2260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1302 ***********************************************************************
 DV1302  DESIGNATION -  THOM 17
 DV1302  PID         -  DV1302
 DV1302  STATE/COUNTY-  AZ/MARICOPA
 DV1302  USGS QUAD   -  PHOENIX (1982)
 DV1302
 DV1302                         *CURRENT SURVEY CONTROL
 DV1302  ___________________________________________________________________
 DV1302* NAD 83(1986)-  33 28 49.     (N)    112 06 48.     (W)     SCALED    
 DV1302* NAVD 88     -       335.785  (meters)    1101.65   (feet)  ADJUSTED  
 DV1302  ___________________________________________________________________
 DV1302  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV1302  DYNAMIC HT  -         335.395 (meters)    1100.38  (feet)  COMP
 DV1302  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 DV1302
 DV1302  VERT ORDER  -  FIRST     CLASS II
 DV1302
 DV1302.The horizontal coordinates were scaled from a topographic map and have
 DV1302.an estimated accuracy of +/- 6 seconds.
 DV1302
 DV1302.The orthometric height was determined by differential leveling
 DV1302.and adjusted in November 1993.
 DV1302
 DV1302.The geoid height was determined by GEOID03.
 DV1302
 DV1302.The dynamic height is computed by dividing the NAVD 88
 DV1302.geopotential number by the normal gravity value computed on the
 DV1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1302.degrees latitude (g = 980.6199 gals.).
 DV1302
 DV1302.The modeled gravity was interpolated from observed gravity values.
 DV1302
 DV1302;                    North         East    Units  Estimated Accuracy
 DV1302;SPC AZ C     -   275,030.      195,080.      MT  (+/- 180 meters Scaled)
 DV1302
 DV1302                          SUPERSEDED SURVEY CONTROL
 DV1302
 DV1302.No superseded survey control is available for this station.
 DV1302
 DV1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC965050(NAD 83)
 DV1302_MARKER: DB = BENCH MARK DISK
 DV1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV1302_SP_SET: CONCRETE BRIDGE
 DV1302_STAMPING: THOM-17 1981
 DV1302_MARK LOGO: AZDT  
 DV1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1302
 DV1302  HISTORY     - Date     Condition        Report By
 DV1302  HISTORY     - 1981     MONUMENTED       AZDT
 DV1302  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV1302
 DV1302                          STATION DESCRIPTION
 DV1302
 DV1302'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1302'PHOENIX.
 DV1302'1.0 MILE (1.6 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV1302'MCDOWELL ROAD IN PHOENIX TO THE MARK AT THE SOUTHWEST DADO OF THE
 DV1302'THOMAS ROAD OVERPASS.  5.0 FT (1.52 M) SOUTH OF THE SOUTH CURB OF
 DV1302'THOMAS ROAD, 12.0 FT (3.7 M) EAST OF THE EAST CURB OF THE SOUTHBOUND
 DV1302'FRONTAGE ROAD, 0.12 FT (0.040 M) ABOVE SIDEWALK.
 DV1302
 DV1302                          STATION RECOVERY (2007)
 DV1302
 DV1302'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1302'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1302'MARK. THE BRIDGE HAS BEEN UPDATED, AND THE DADO REMOVED. ASSUMED
 DV1302'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0439 ***********************************************************************
 DT0439  DESIGNATION -  THOMAS
 DT0439  PID         -  DT0439
 DT0439  STATE/COUNTY-  AZ/GRAHAM
 DT0439  USGS QUAD   -  FORT THOMAS (1989)
 DT0439
 DT0439                         *CURRENT SURVEY CONTROL
 DT0439  ___________________________________________________________________
 DT0439* NAD 83(1992)-  33 02 53.04535(N)    109 59 14.27229(W)     ADJUSTED  
 DT0439* NAVD 88     -       825.484  (meters)    2708.28   (feet)  ADJUSTED  
 DT0439  ___________________________________________________________________
 DT0439  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 DT0439  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DT0439  DYNAMIC HT  -         824.355 (meters)    2704.57  (feet)  COMP
 DT0439  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 DT0439
 DT0439  HORZ ORDER  -  SECOND
 DT0439  VERT ORDER  -  FIRST     CLASS II
 DT0439
 DT0439.The horizontal coordinates were established by classical geodetic methods
 DT0439.and adjusted by the National Geodetic Survey in August 1993.
 DT0439
 DT0439.The orthometric height was determined by differential leveling
 DT0439.and adjusted in June 1991.
 DT0439
 DT0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0439
 DT0439.The geoid height was determined by GEOID03.
 DT0439
 DT0439.The dynamic height is computed by dividing the NAVD 88
 DT0439.geopotential number by the normal gravity value computed on the
 DT0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0439.degrees latitude (g = 980.6199 gals.).
 DT0439
 DT0439.The modeled gravity was interpolated from observed gravity values.
 DT0439
 DT0439;                    North         East     Units Scale Factor Converg.
 DT0439;SPC AZ E     -   227,096.302   230,111.832   MT  0.99990346   +0 05 52.1
 DT0439;SPC AZ E     -   745,066.61    754,960.08   iFT  0.99990346   +0 05 52.1
 DT0439;UTM  12      - 3,657,071.528   594,553.094   MT  0.99971023   +0 33 08.3
 DT0439
 DT0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0439!SPC AZ E     -   0.99987466  x   0.99990346  =   0.99977813
 DT0439!UTM  12      -   0.99987466  x   0.99971023  =   0.99958493
 DT0439
 DT0439|---------------------------------------------------------------------|
 DT0439| PID    Reference Object                     Distance      Geod. Az  |
 DT0439|                                                           dddmmss.s |
 DT0439| DT0438 THOMAS RM 1                          26.054 METERS 04441     |
 DT0439| CD3726 THOMAS RM 2                          34.061 METERS 04524     |
 DT0439| DT0781 FORT THOMAS SCHOOLHOUSE BELFRY      APPROX. 2.6 KM 1242244.6 |
 DT0439| CD3725 HIGHWAY 70 STA 3144+25 2707.06                     1292908.5 |
 DT0439| CS6070 THOMAS RM 3                          18.871 METERS 31026     |
 DT0439|---------------------------------------------------------------------|
 DT0439
 DT0439                          SUPERSEDED SURVEY CONTROL
 DT0439
 DT0439  NAD 83(1986)-  33 02 53.04070(N)    109 59 14.27266(W) AD(       ) 2
 DT0439  NAD 83(1986)-  33 02 53.03595(N)    109 59 14.26884(W) AD(       ) 1
 DT0439  NAD 27      -  33 02 52.82400(N)    109 59 11.96800(W) AD(       ) 1
 DT0439  NGVD 29 (07/19/86)  824.8    (m)         2706.     (f) VERT ANG    3  
 DT0439
 DT0439.Superseded values are not recommended for survey control.
 DT0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0439.See file dsdata.txt to determine how the superseded data were derived.
 DT0439
 DT0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9455357072(NAD 83)
 DT0439_MARKER: DS = TRIANGULATION STATION DISK
 DT0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0439_SP_SET: CONCRETE POST
 DT0439_STAMPING: THOMAS 1945
 DT0439_PROJECTION: PROJECTING 30 CENTIMETERS
 DT0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0439+STABILITY: SURFACE MOTION
 DT0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0439+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0439
 DT0439  HISTORY     - Date     Condition        Report By
 DT0439  HISTORY     - 1945     MONUMENTED       CGS
 DT0439  HISTORY     - 1968     GOOD             CGS
 DT0439  HISTORY     - 1979     GOOD             NGS
 DT0439  HISTORY     - 1985     GOOD             AZDT
 DT0439  HISTORY     - 20050724 GOOD             USPSQD
 DT0439  HISTORY     - 20081009 GOOD             GEOCAC
 DT0439
 DT0439                          STATION DESCRIPTION
 DT0439
 DT0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0439'STATION IS LOCATED 1-1/2 MILES (AIR LINE) NW OF FT. THOMAS
 DT0439'ALONG U.S. HIGHWAY 70.
 DT0439'
 DT0439'TO REACH STATION FROM THE UNION HIGH SCHOOL IN FT. THOMAS,
 DT0439'GO NW ON U.S. HIGHWAY 70 FOR 1.8 MILES TO THE STATION ON THE
 DT0439'LEFT (S).
 DT0439'
 DT0439'THE STATION IS 380 FEET SE OF THE SE CORNER OF A CONCRETE
 DT0439'HIGHWAY BRIDGE ON U.S. HIGHWAY 70, 120 FEET WSW OF R.E.A. POWER
 DT0439'LINE POLE 251A8, 61-1/2 FEET NE OF THE CENTER OF THE SOUTHERN
 DT0439'PACIFIC CO. RAILROAD TRACK, 46 FEET SW OF THE CENTER LINE
 DT0439'OF U.S. HIGHWAY 70, AND 12.8 FEET WNW OF A 4 INCH SQUARE WHITE
 DT0439'WITNESS POST.  STATION MARK IS A BRONZE STATION DISK SET IN
 DT0439'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 DT0439'IT IS STAMPED THOMAS 1945.  UNDERGROUND MARK IS BRONZE DISK
 DT0439'SET IN CONCRETE.
 DT0439'
 DT0439'REFERENCE MARK 1 IS NE OF THE STATION AND AT ABOUT THE SAME
 DT0439'LEVEL.  IT IS ON THE NE SIDE OF THE ROAD.  IT IS A BRONZE
 DT0439'REFERENCE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 DT0439'8 INCHES ABOVE THE GROUND AND IS STAMPED THOMAS NO 1 1945.
 DT0439'
 DT0439'REFERENCE MARK 2 IS NW OF THE STATION AND ABOUT 1 FOOT LOWER.
 DT0439'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST WHICH
 DT0439'PROJECTS 9 INCHES ABOVE THE GROUND AND IS STAMPED THOMAS NO 2
 DT0439'1945.
 DT0439'
 DT0439'AZIMUTH MARK IS 0.3 MILE SE OF THE STATION AND 3.7 FEET E OF
 DT0439'A 4 INCH SQUARE WHITE WITNESS POST.  IT IS MARKED BY AN ARIZONA
 DT0439'HIGHWAY DEPARTMENT DISK STAMPED 2707.06 3144+25 1931 AND SET
 DT0439'IN THE CENTER OF THE S HEADWALL OF A CONCRETE CULVERT ON
 DT0439'U.S. HIGHWAY 70.
 DT0439
 DT0439                          STATION RECOVERY (1968)
 DT0439
 DT0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KFB)
 DT0439'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DT0439'IN FAIR CONDITION EXCEPT REFERENCE MARK NUMBER 2 AND THE AZIMUTH
 DT0439'MARK (STATE HIGHWAY DISK) WERE FOUND DESTROYED.  THE EARTH
 DT0439'AROUND THE STATION MARK AND REFERENCE MARK NUMBER 1 IS ERODING
 DT0439'AWAY.
 DT0439'
 DT0439'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 DT0439'
 DT0439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 DT0439'NORTHWEST.
 DT0439
 DT0439                          STATION RECOVERY (1979)
 DT0439
 DT0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DT0439'1.6 MI NW FROM FT THOMAS.
 DT0439'1.6 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DT0439'FT. THOMAS, 56 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 261
 DT0439'FEET NORTHWEST OF HIGHWAY MILE POST 305 ON THE SOUTHWEST SIDE OF THE
 DT0439'HIGHWAY AND 59 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD
 DT0439'TRACKS.
 DT0439'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DT0439
 DT0439                          STATION RECOVERY (1985)
 DT0439
 DT0439'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DT0439'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 DT0439'WAS FOUND DESTROYED.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION
 DT0439'HOWEVER THE MARK HAS PROBABLY BEEN RESET.  THE AZIMUTH MARK HAS BEEN
 DT0439'DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DT0439'
 DT0439'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED---THOMAS NO 3 1945
 DT0439'1985---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 57
 DT0439'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET SOUTHEAST
 DT0439'OF A WITNESS POST.
 DT0439'
 DT0439'TO REACH THE STATION FROM THE UNION HIGH SCHOOL IN FORT THOMAS TRAVEL
 DT0439'NORTHWEST ALONG U.S. HIGHWAY 70 FOR 1.8 MILES TO MILE POST 304.95 AND
 DT0439'THE STATION ON THE LEFT.
 DT0439
 DT0439                          STATION RECOVERY (2005)
 DT0439
 DT0439'RECOVERY NOTE BY US POWER SQUADRON 2005
 DT0439'RECOVERED IN GOOD CONDITION.
 DT0439
 DT0439                          STATION RECOVERY (2008)
 DT0439
 DT0439'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0439'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 1 AND RM 3 WERE ALSO
 DT0439'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5755 ***********************************************************************
 DH5755  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5755  DESIGNATION -  THOMAS
 DH5755  PID         -  DH5755
 DH5755  STATE/COUNTY-  AZ/COCHISE
 DH5755  USGS QUAD   -  TOMBSTONE SE (1982)
 DH5755
 DH5755                         *CURRENT SURVEY CONTROL
 DH5755  ___________________________________________________________________
 DH5755* NAD 83(2007)-  31 33 16.07281(N)    110 03 14.76660(W)     ADJUSTED  
 DH5755* NAVD 88     -      1343.75   (meters)    4408.6    (feet)  GPS OBS   
 DH5755  ___________________________________________________________________
 DH5755  EPOCH DATE  -        2007.00
 DH5755  X           -  -1,865,825.729 (meters)                     COMP
 DH5755  Y           -  -5,111,291.915 (meters)                     COMP
 DH5755  Z           -   3,319,123.260 (meters)                     COMP
 DH5755  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 DH5755  ELLIP HEIGHT-        1316.009 (meters)          (02/10/07) ADJUSTED
 DH5755  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DH5755
 DH5755  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5755  Type    PID    Designation                      North   East  Ellip
 DH5755  -------------------------------------------------------------------
 DH5755  NETWORK DH5755 THOMAS                            1.82   1.71   5.08
 DH5755  -------------------------------------------------------------------
 DH5755
 DH5755.The horizontal coordinates were established by GPS observations
 DH5755.and adjusted by the National Geodetic Survey in February 2007.
 DH5755
 DH5755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5755.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5755.The horizontal coordinates are valid at the epoch date displayed above.
 DH5755.The epoch date for horizontal control is a decimal equivalence
 DH5755.of Year/Month/Day.
 DH5755
 DH5755.The orthometric height was determined by GPS observations and a
 DH5755.high-resolution geoid model.
 DH5755.The orthometric height was determined by GPS observations and a
 DH5755.high-resolution geoid model using precise GPS observation and
 DH5755.processing techniques.
 DH5755
 DH5755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5755
 DH5755.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5755
 DH5755.The ellipsoidal height was determined by GPS observations
 DH5755.and is referenced to NAD 83.
 DH5755
 DH5755.The geoid height was determined by GEOID03.
 DH5755
 DH5755;                    North         East     Units Scale Factor Converg.
 DH5755;SPC AZ E     -    61,475.198   224,046.651   MT  0.99990141   +0 03 32.1
 DH5755;SPC AZ E     -   201,690.28    735,061.19   iFT  0.99990141   +0 03 32.1
 DH5755;UTM  12      - 3,491,441.020   589,776.324   MT  0.99969941   +0 29 42.1
 DH5755
 DH5755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5755!SPC AZ E     -   0.99979340  x   0.99990141  =   0.99969483
 DH5755!UTM  12      -   0.99979340  x   0.99969941  =   0.99949287
 DH5755
 DH5755                          SUPERSEDED SURVEY CONTROL
 DH5755
 DH5755  NAD 83(1992)-  31 33 16.07267(N)    110 03 14.76634(W) AD(       ) B
 DH5755  ELLIP H (08/22/05) 1316.020  (m)                       GP(       ) 4 2
 DH5755
 DH5755.Superseded values are not recommended for survey control.
 DH5755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5755.See file dsdata.txt to determine how the superseded data were derived.
 DH5755
 DH5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV8977691441(NAD 83)
 DH5755_MARKER: DD = SURVEY DISK
 DH5755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5755_STAMPING: THOMAS 2004
 DH5755_MARK LOGO: AZ-003
 DH5755_PROJECTION: FLUSH
 DH5755_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5755+STABILITY: SURFACE MOTION
 DH5755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5755+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5755
 DH5755  HISTORY     - Date     Condition        Report By
 DH5755  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5755
 DH5755                          STATION DESCRIPTION
 DH5755
 DH5755'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5755'FROM THE POST OFFICE IN TOMBSTONE, AZ GO EAST ALONG SAFFORD ST. 0.1
 DH5755'MILE TO SR 80. TURN RIGHT AND FOLLOW SR80 15.7 MILES TO HWY 90, MERGE
 DH5755'RIGHT ONTO HWY 90 AND TRAVEL WEST FOR APROX 1.6 MILES TO A GATE ON THE
 DH5755'NORTH SIDE OF THE ROAD NEXT TO A CATTLE POND. GO NORTH THROUGH THE
 DH5755'GATE AND TRAVEL 0.84 MILES TO A Y IN THE ROAD, MERGE LEFT AND TRAVEL
 DH5755'0.47 MILE TO A GATE, STAY ON THE WEST SIDE OF THE FENCE LINE AND
 DH5755'TRAVEL NORTH TOWARDS A MOBILE HOME THAT HAS BEEN CONVERTED TO A BARN,
 DH5755'ONCE YOU REACH THE BARN HEAD WEST ALONG FENCE LINE TO AN OPENING WHICH
 DH5755'ALLOWS YOU TO GET ON THE NORTH SIDE OF THE FENCE.  HEAD EAST ALONG THE
 DH5755'FENCE LINE 0.14 MILE TO ANOTHER FENCE INTERSECTION GOING NORTH/SOUTH,
 DH5755'TRAVEL NORTH ALONG FENCELINE 0.5 MILE TO ANOTHER FENCELINE RUNNING
 DH5755'EAST/WEST, GO WEST FOR 1.0 MILE TO THE STATION.  STATION IS APROX. 70
 DH5755'FEET SE OF FENCE INTERSECTION.
 DH5755' 
 DH5755'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5755'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5755'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6864 ***********************************************************************
 DH6864  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6864  DESIGNATION -  THOMAS
 DH6864  PID         -  DH6864
 DH6864  STATE/COUNTY-  AZ/GILA
 DH6864  USGS QUAD   -  GLOBE (1982)
 DH6864
 DH6864                         *CURRENT SURVEY CONTROL
 DH6864  ___________________________________________________________________
 DH6864* NAD 83(2007)-  33 27 46.10204(N)    110 46 03.22078(W)     ADJUSTED  
 DH6864* NAVD 88     -      1342.89   (meters)    4405.8    (feet)  GPS OBS   
 DH6864  ___________________________________________________________________
 DH6864  EPOCH DATE  -        2007.00
 DH6864  X           -  -1,888,992.196 (meters)                     COMP
 DH6864  Y           -  -4,981,300.815 (meters)                     COMP
 DH6864  Z           -   3,497,619.046 (meters)                     COMP
 DH6864  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 DH6864  ELLIP HEIGHT-        1315.779 (meters)          (02/10/07) ADJUSTED
 DH6864  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DH6864
 DH6864  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6864  Type    PID    Designation                      North   East  Ellip
 DH6864  -------------------------------------------------------------------
 DH6864  NETWORK DH6864 THOMAS                            0.67   0.57   2.33
 DH6864  -------------------------------------------------------------------
 DH6864
 DH6864.The horizontal coordinates were established by GPS observations
 DH6864.and adjusted by the National Geodetic Survey in February 2007.
 DH6864
 DH6864.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6864.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6864.The horizontal coordinates are valid at the epoch date displayed above.
 DH6864.The epoch date for horizontal control is a decimal equivalence
 DH6864.of Year/Month/Day.
 DH6864
 DH6864.The orthometric height was determined by GPS observations and a
 DH6864.high-resolution geoid model.
 DH6864.The orthometric height was determined by GPS observations and a
 DH6864.high-resolution geoid model using precise GPS observation and
 DH6864.processing techniques.
 DH6864
 DH6864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6864
 DH6864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6864
 DH6864.The ellipsoidal height was determined by GPS observations
 DH6864.and is referenced to NAD 83.
 DH6864
 DH6864.The geoid height was determined by GEOID03.
 DH6864
 DH6864;                    North         East     Units Scale Factor Converg.
 DH6864;SPC AZ E     -   273,237.085   157,504.654   MT  0.99993845   -0 19 52.8
 DH6864;SPC AZ E     -   896,447.13    516,747.55   iFT  0.99993845   -0 19 52.8
 DH6864;UTM  12      - 3,702,619.742   521,599.405   MT  0.99960575   +0 07 41.4
 DH6864
 DH6864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6864!SPC AZ E     -   0.99979347  x   0.99993845  =   0.99973194
 DH6864!UTM  12      -   0.99979347  x   0.99960575  =   0.99939931
 DH6864
 DH6864                          SUPERSEDED SURVEY CONTROL
 DH6864
 DH6864  NAD 83(1992)-  33 27 46.10185(N)    110 46 03.22046(W) AD(       ) B
 DH6864  ELLIP H (08/22/05) 1315.791  (m)                       GP(       ) 4 2
 DH6864
 DH6864.Superseded values are not recommended for survey control.
 DH6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6864.See file dsdata.txt to determine how the superseded data were derived.
 DH6864
 DH6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2159902620(NAD 83)
 DH6864_MARKER: DD = SURVEY DISK
 DH6864_SETTING: 66 = SET IN ROCK OUTCROP
 DH6864_STAMPING: THOMAS 2004 LS14169
 DH6864_MARK LOGO: AZ-007
 DH6864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6864+STABILITY: POSITION/ELEVATION WELL
 DH6864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6864+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DH6864
 DH6864  HISTORY     - Date     Condition        Report By
 DH6864  HISTORY     - 20040401 MONUMENTED       AZ-007
 DH6864  HISTORY     - 20051004 GOOD             AZ-007
 DH6864
 DH6864                          STATION DESCRIPTION
 DH6864
 DH6864'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6864'STARTING AT THE COURTHOUSE ON US-60 IN GLOBE, AZ. TRAVEL WEST ON US-60
 DH6864'0.5 MILE. TURN NORTH ON HILL ST, EAST ON SYCAMORE, NORTH ON DEVERAUX,
 DH6864'EAST ON TONTO, NORTH ON HIGH ST, AND NORTHEAST ONTO COPPER HILLS RD.
 DH6864'PROCEED ON COPPER HILLS 4.6 MILES TO FOREST SERVICE 224 CATTLE GUARD.
 DH6864'CONTINUE ON FS 224 0.10 MILES TO DIRT ROAD TO EAST. TAKE LEFT ON 'T'
 DH6864'IN DIRT ROAD AFTER 300 FEET. CONTINUE WESTERLY 0.8 MILES TO CORRAL.
 DH6864'CONTINUE 0.1 MILES WEST BEYOND CORRAL. MONUMENT IS APPROX 150 FEET
 DH6864'SOUTH OF ROAD. MONUMENT IS 5 FEET NORTHWEST OF WITNESS POST.
 DH6864
 DH6864                          STATION RECOVERY (2005)
 DH6864
 DH6864'RECOVERY NOTE BY GILA COUNTY ARIZONA 2005 (RB)
 DH6864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0438 ***********************************************************************
 DT0438  DESIGNATION -  THOMAS RM 1
 DT0438  PID         -  DT0438
 DT0438  STATE/COUNTY-  AZ/GRAHAM
 DT0438  USGS QUAD   -  FORT THOMAS (1989)
 DT0438
 DT0438                         *CURRENT SURVEY CONTROL
 DT0438  ___________________________________________________________________
 DT0438* NAD 83(1986)-  33 02 48.     (N)    109 59 07.     (W)     SCALED    
 DT0438* NAVD 88     -       825.520  (meters)    2708.39   (feet)  ADJUSTED  
 DT0438  ___________________________________________________________________
 DT0438  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DT0438  DYNAMIC HT  -         824.391 (meters)    2704.69  (feet)  COMP
 DT0438  MODELED GRAV-     979,243.4   (mgal)                       NAVD 88
 DT0438
 DT0438  VERT ORDER  -  FIRST     CLASS II
 DT0438
 DT0438.The horizontal coordinates were scaled from a topographic map and have
 DT0438.an estimated accuracy of +/- 6 seconds.
 DT0438
 DT0438.The orthometric height was determined by differential leveling
 DT0438.and adjusted in June 1991.
 DT0438
 DT0438.The geoid height was determined by GEOID03.
 DT0438
 DT0438.The dynamic height is computed by dividing the NAVD 88
 DT0438.geopotential number by the normal gravity value computed on the
 DT0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0438.degrees latitude (g = 980.6199 gals.).
 DT0438
 DT0438.The modeled gravity was interpolated from observed gravity values.
 DT0438
 DT0438;                    North         East    Units  Estimated Accuracy
 DT0438;SPC AZ E     -   226,940.      230,300.      MT  (+/- 180 meters Scaled)
 DT0438
 DT0438                          SUPERSEDED SURVEY CONTROL
 DT0438
 DT0438.No superseded survey control is available for this station.
 DT0438
 DT0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB947569(NAD 83)
 DT0438_MARKER: DR = REFERENCE MARK DISK
 DT0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0438_SP_SET: CONCRETE POST
 DT0438_STAMPING: THOMAS NO 1 1945
 DT0438_PROJECTION: PROJECTING 41 CENTIMETERS
 DT0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0438+STABILITY: SURFACE MOTION
 DT0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0438+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0438
 DT0438  HISTORY     - Date     Condition        Report By
 DT0438  HISTORY     - 1945     MONUMENTED       CGS
 DT0438  HISTORY     - 1979     GOOD             NGS
 DT0438  HISTORY     - 20050724 MARK NOT FOUND   USPSQD
 DT0438  HISTORY     - 20081009 GOOD             GEOCAC
 DT0438
 DT0438                          STATION DESCRIPTION
 DT0438
 DT0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0438'1.6 MI NW FROM FT THOMAS.
 DT0438'1.6 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DT0438'FT. THOMAS, 55 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 261
 DT0438'FEET NORTHWEST OF HIGHWAY MILE POST 305 ON THE NORTHEAST SIDE OF THE
 DT0438'HIGHWAY, 17 FEET NORTHWEST OF POWER LINE POLE REA CO-OP 25 A AND 3
 DT0438'FEET SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DT0438'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DT0438
 DT0438                          STATION RECOVERY (2005)
 DT0438
 DT0438'RECOVERY NOTE BY US POWER SQUADRON 2005
 DT0438'MARK NOT FOUND.
 DT0438
 DT0438                          STATION RECOVERY (2008)
 DT0438
 DT0438'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0438'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0438'02.898' W109  59.233'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2184 ***********************************************************************
 DV2184  DESIGNATION -  THOMPSON MONUMENT 11
 DV2184  PID         -  DV2184
 DV2184  STATE/COUNTY-  AZ/MARICOPA
 DV2184  USGS QUAD   -  WICKENBURG (1978)
 DV2184
 DV2184                         *CURRENT SURVEY CONTROL
 DV2184  ___________________________________________________________________
 DV2184* NAD 83(1992)-  33 59 58.24741(N)    112 44 32.07995(W)     ADJUSTED  
 DV2184* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 DV2184  ___________________________________________________________________
 DV2184  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DV2184  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DV2184  HORZ ORDER  -  SECOND
 DV2184
 DV2184.The horizontal coordinates were established by classical geodetic methods
 DV2184.and adjusted by the National Geodetic Survey in August 1993.
 DV2184
 DV2184.The orthometric height was scaled from a topographic map.
 DV2184
 DV2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2184
 DV2184.The geoid height was determined by GEOID03.
 DV2184
 DV2184;                    North         East     Units Scale Factor Converg.
 DV2184;SPC AZ C     -   332,907.113   137,095.370   MT  0.99997168   -0 27 42.0
 DV2184;SPC AZ C     - 1,092,214.94    449,787.96   iFT  0.99997168   -0 27 42.0
 DV2184;UTM  12      - 3,763,470.220   339,097.220   MT  0.99991916   -0 58 28.0
 DV2184
 DV2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2184!SPC AZ C     -   0.99990217  x   0.99997168  =   0.99987385
 DV2184!UTM  12      -   0.99990217  x   0.99991916  =   0.99982134
 DV2184
 DV2184                          SUPERSEDED SURVEY CONTROL
 DV2184
 DV2184  NAD 83(1986)-  33 59 58.24573(N)    112 44 32.08247(W) AD(       ) 2
 DV2184  NAD 27      -  33 59 58.14000(N)    112 44 29.44000(W) AD(       ) 2
 DV2184
 DV2184.Superseded values are not recommended for survey control.
 DV2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2184.See file dsdata.txt to determine how the superseded data were derived.
 DV2184
 DV2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3909763470(NAD 83)
 DV2184_MARKER: DS = TRIANGULATION STATION DISK
 DV2184_SETTING: 0 = UNSPECIFIED SETTING
 DV2184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2184
 DV2184  HISTORY     - Date     Condition        Report By
 DV2184  HISTORY     - 1924     MONUMENTED       CGS
 DV2184  HISTORY     - 1963     MARK NOT FOUND   USGS
 DV2184  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV2184
 DV2184                          STATION DESCRIPTION
 DV2184
 DV2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2184'ABOUT 3 MILES NORTH OF WICKENBURG, 200 YARDS EAST OF THE EAST
 DV2184'BANK OF THE HASSAYAMPA RIVER, ON THE FIRST LOW BENCH ABOVE
 DV2184'THE MESQUITE THICKETS OF THE RIVER BOTTOM AND BETWEEN THE
 DV2184'RIVER AND THE FIRST HILL RISING TO THE EAST.  MARKED BY A
 DV2184'STANDARD BRONZE DISK.  THOMPSON BOUNDARY
 DV2184'MONUMENT NO. 11 IS 53.855 METERS (176.69 FEET) FROM STATION
 DV2184
 DV2184                          STATION RECOVERY (1963)
 DV2184
 DV2184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV2184'THE MONUMENT WAS NOT FOUND WHEN STATION HASS WAS OCCUPIED.
 DV2184'THERE IS A 3-INCH IRON PIPE CEMENTED IN A CONCRETE POST AND
 DV2184'DESIGNATED AS BOUNDARY MONUMENT NO. 11 BUT IS OF DIFFERENT
 DV2184'DISTANCE AND AZIMUTH.
 DV2184
 DV2184                          STATION RECOVERY (2007)
 DV2184
 DV2184'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2184'THE BOUNDARY MONUMENT WAS LOCATED, BUT THE BENCHMARK DISK DESCRIBED AS
 DV2184'THIS STATION WAS NOT FOUND AFTER ONE HOUR OF DIGGING IN THE DESCRIBED
 DV2184'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2212 ***********************************************************************
 DV2212  DESIGNATION -  THOMPSON MONUMENT 10
 DV2212  PID         -  DV2212
 DV2212  STATE/COUNTY-  AZ/MARICOPA
 DV2212  USGS QUAD   -  VULTURE PEAK (1990)
 DV2212
 DV2212                         *CURRENT SURVEY CONTROL
 DV2212  ___________________________________________________________________
 DV2212* NAD 83(1992)-  33 59 58.24784(N)    112 45 43.35682(W)     ADJUSTED  
 DV2212* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 DV2212  ___________________________________________________________________
 DV2212  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DV2212  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DV2212  HORZ ORDER  -  SECOND
 DV2212
 DV2212.The horizontal coordinates were established by classical geodetic methods
 DV2212.and adjusted by the National Geodetic Survey in August 1993.
 DV2212
 DV2212.The orthometric height was scaled from a topographic map.
 DV2212
 DV2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2212
 DV2212.The geoid height was determined by GEOID03.
 DV2212
 DV2212;                    North         East     Units Scale Factor Converg.
 DV2212;SPC AZ C     -   332,922.041   135,266.331   MT  0.99997516   -0 28 21.9
 DV2212;SPC AZ C     - 1,092,263.91    443,787.18   iFT  0.99997516   -0 28 21.9
 DV2212;UTM  12      - 3,763,501.515   337,268.480   MT  0.99992645   -0 59 07.9
 DV2212
 DV2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2212!SPC AZ C     -   0.99989589  x   0.99997516  =   0.99987106
 DV2212!UTM  12      -   0.99989589  x   0.99992645  =   0.99982235
 DV2212
 DV2212                          SUPERSEDED SURVEY CONTROL
 DV2212
 DV2212  NAD 83(1986)-  33 59 58.24626(N)    112 45 43.35899(W) AD(       ) 2
 DV2212  NAD 27      -  33 59 58.14000(N)    112 45 40.72000(W) AD(       ) 2
 DV2212
 DV2212.Superseded values are not recommended for survey control.
 DV2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2212.See file dsdata.txt to determine how the superseded data were derived.
 DV2212
 DV2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3726863502(NAD 83)
 DV2212
 DV2212  HISTORY     - Date     Condition        Report By
 DV2212  HISTORY     - 1924     MONUMENTED       CGS
 DV2212  HISTORY     - 1963     SEE DESCRIPTION  USGS
 DV2212  HISTORY     - 20070428 MARK NOT FOUND   GEOCAC
 DV2212
 DV2212                          STATION DESCRIPTION
 DV2212
 DV2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DV2212'THOMPSON BOUNDARY MONUMENT NO. 10 IS 1.595 METERS (5.23 FEET)
 DV2212'FROM STATION ROAD S 81 DEG 15 MIN E.
 DV2212
 DV2212                          STATION RECOVERY (1963)
 DV2212
 DV2212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV2212'THE MONUMENT WAS NOT FOUND AFTER A THOROUGH SEARCH OF THE AREA.
 DV2212
 DV2212                          STATION RECOVERY (2007)
 DV2212
 DV2212'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2212'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV2212'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1042 ***********************************************************************
 ET1042  DESIGNATION -  THOMPSON MONUMENT 2
 ET1042  PID         -  ET1042
 ET1042  STATE/COUNTY-  AZ/YAVAPAI
 ET1042  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1042
 ET1042                         *CURRENT SURVEY CONTROL
 ET1042  ___________________________________________________________________
 ET1042* NAD 83(1992)-  34 00 01.39327(N)    113 14 45.10666(W)     ADJUSTED  
 ET1042* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 ET1042  ___________________________________________________________________
 ET1042  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ET1042  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ET1042  HORZ ORDER  -  SECOND
 ET1042
 ET1042.The horizontal coordinates were established by classical geodetic methods
 ET1042.and adjusted by the National Geodetic Survey in August 1993.
 ET1042
 ET1042.The orthometric height was scaled from a topographic map.
 ET1042
 ET1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1042
 ET1042.The geoid height was determined by GEOID03.
 ET1042
 ET1042;                    North         East     Units Scale Factor Converg.
 ET1042;SPC AZ C     -   333,493.316    90,571.161   MT  1.00008580   -0 44 36.2
 ET1042;SPC AZ C     - 1,094,138.18    297,149.48   iFT  1.00008580   -0 44 36.2
 ET1042;SPC AZ W     -   332,822.441   259,931.503   MT  0.99996006   +0 16 54.9
 ET1042;SPC AZ W     - 1,091,937.14    852,793.65   iFT  0.99996006   +0 16 54.9
 ET1042;UTM  12      - 3,764,472.834   292,580.307   MT  1.00013038   -1 15 22.8
 ET1042
 ET1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1042!SPC AZ C     -   0.99990037  x   1.00008580  =   0.99998616
 ET1042!SPC AZ W     -   0.99990037  x   0.99996006  =   0.99986044
 ET1042!UTM  12      -   0.99990037  x   1.00013038  =   1.00003074
 ET1042
 ET1042                          SUPERSEDED SURVEY CONTROL
 ET1042
 ET1042  NAD 83(1986)-  34 00 01.39272(N)    113 14 45.10855(W) AD(       ) 2
 ET1042  NAD 27      -  34 00 01.29000(N)    113 14 42.41000(W) AD(       ) 2
 ET1042
 ET1042.Superseded values are not recommended for survey control.
 ET1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1042.See file dsdata.txt to determine how the superseded data were derived.
 ET1042
 ET1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9258064473(NAD 83)
 ET1042_MARKER: Z = SEE DESCRIPTION
 ET1042_SETTING: 0 = UNSPECIFIED SETTING
 ET1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1042+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 ET1042
 ET1042  HISTORY     - Date     Condition        Report By
 ET1042  HISTORY     - 1924     MONUMENTED       CGS
 ET1042  HISTORY     - 20070420 MARK NOT FOUND   GEOCAC
 ET1042  HISTORY     - 20070428 GOOD             GEOCAC
 ET1042
 ET1042                          STATION DESCRIPTION
 ET1042
 ET1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1042'STATION IS 14.72 METERS (48.3 FEET) FROM STATION FENCE
 ET1042'N 89 DEG 20 MIN E.
 ET1042
 ET1042                          STATION RECOVERY (2007)
 ET1042
 ET1042'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET1042'DID NOT FIND THE MARK. PROBED THE HARD PACKED GROUND TO A DEPTH OF 1
 ET1042'INCH AT THE ADJUSTED COORDINATES BUT DID NOT FIND ANY EVIDENCE OF
 ET1042'MONUMENT.
 ET1042
 ET1042                          STATION RECOVERY (2007)
 ET1042
 ET1042'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET1042'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS 181 FT.
 ET1042'SOUTHEAST , AS DESCRIBED IN THE 1982 RECOVERY FOR FENCE / ET1044, AND
 ET1042'NOT AT 48.3 FT. BEARING N 89 DEG 20 MIN E. THE MARK IS QUITE
 ET1042'PROMINENT, PROJECTING NEARLY TWO FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1045 ***********************************************************************
 ET1045  DESIGNATION -  THOMPSON MONUMENT 3
 ET1045  PID         -  ET1045
 ET1045  STATE/COUNTY-  AZ/YAVAPAI
 ET1045  USGS QUAD   -  DATE CREEK RANCH SW (1967)
 ET1045
 ET1045                         *CURRENT SURVEY CONTROL
 ET1045  ___________________________________________________________________
 ET1045* NAD 83(1992)-  34 00 00.53341(N)    113 08 28.99554(W)     ADJUSTED  
 ET1045* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 ET1045  ___________________________________________________________________
 ET1045  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 ET1045  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ET1045  HORZ ORDER  -  SECOND
 ET1045
 ET1045.The horizontal coordinates were established by classical geodetic methods
 ET1045.and adjusted by the National Geodetic Survey in August 1993.
 ET1045
 ET1045.The orthometric height was scaled from a topographic map.
 ET1045
 ET1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1045
 ET1045.The geoid height was determined by GEOID03.
 ET1045
 ET1045;                    North         East     Units Scale Factor Converg.
 ET1045;SPC AZ C     -   333,346.512   100,222.670   MT  1.00005774   -0 41 05.8
 ET1045;SPC AZ C     - 1,093,656.54    328,814.53   iFT  1.00005774   -0 41 05.8
 ET1045;UTM  12      - 3,764,239.626   302,230.448   MT  1.00008218   -1 11 52.2
 ET1045
 ET1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1045!SPC AZ C     -   0.99989706  x   1.00005774  =   0.99995480
 ET1045!UTM  12      -   0.99989706  x   1.00008218  =   0.99997923
 ET1045
 ET1045                          SUPERSEDED SURVEY CONTROL
 ET1045
 ET1045  NAD 83(1986)-  34 00 00.53263(N)    113 08 28.99824(W) AD(       ) 2
 ET1045  NAD 27      -  34 00 00.43000(N)    113 08 26.30000(W) AD(       ) 2
 ET1045
 ET1045.Superseded values are not recommended for survey control.
 ET1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1045.See file dsdata.txt to determine how the superseded data were derived.
 ET1045
 ET1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0223064240(NAD 83)
 ET1045_MARKER: Z = SEE DESCRIPTION
 ET1045_SETTING: 0 = UNSPECIFIED SETTING
 ET1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET1045+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2007
 ET1045
 ET1045  HISTORY     - Date     Condition        Report By
 ET1045  HISTORY     - 1924     MONUMENTED       CGS
 ET1045  HISTORY     - 20070420 POOR             GEOCAC
 ET1045  HISTORY     - 20070428 GOOD             GEOCAC
 ET1045
 ET1045                          STATION DESCRIPTION
 ET1045
 ET1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ET1045'STATION IS 5.45 METERS (17.9 FEET) FROM STATION RABBIT
 ET1045'S 11 DEG 24 MIN E.
 ET1045
 ET1045                          STATION RECOVERY (2007)
 ET1045
 ET1045'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET1045'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET1045'THE DESCRIPTION   AT THE ADJUSTED LOCATION AND 17.9 FEET FROM STATION
 ET1045'RABBIT (ET1046) FOUND A METAL STEM SET INTO A DRILL HOLE IN A 1 FOOT
 ET1045'HIGH BY 1 FOOT WIDE SETTING.
 ET1045' 
 ET1045'TO REACH THE STATION FROM THE POST OFFICE IN AGUILA TRAVEL EAST ON
 ET1045'U.S. HIGHWAY 60 FOR 1.4 MILES TO STATE HIGHWAY 71. TURN LEFT AND
 ET1045'TRAVEL NORTH ALONG STATE HIGHWAY 71 FOR 4.2 MILES TO A TURN OFF ON THE
 ET1045'LEFT.
 ET1045' 
 ET1045'TURN LEFT OVER THE CATTLE GUARD AND CONTINUE LEFT OVER ANOTHER CATTLE
 ET1045'GUARD TO DIRT TRACK THAT RUNS PARALLEL TO A FENCE THAT RUNS NORTHEAST
 ET1045'TO SOUTHWEST. TRAVEL SOUTHWEST ALONG THE DIRT TRACK FOR .75 MILES AND
 ET1045'PARK. THE STATION IS A 0.6 MILE PACK TO THE NORTHWEST.
 ET1045
 ET1045                          STATION RECOVERY (2007)
 ET1045
 ET1045'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ET1045'RECOVERED IN GOOD CONDITION. THE MONUMENT IS A TRIANGULAR PYRAMIDAL
 ET1045'CONCRETE POST PROJECTING ABOUT 2 FEET, WITH A 1 INCH IRON PIPE
 ET1045'PROJECTING AN ADDITIONAL SIX INCHES.
 ET1045'THE WEST FACE HAS A BRONZE PLAQUE GIVING THE SURVEYED CO-ORDINATES.
 ET1045'THE SOUTHEAST FACE HAS A BRONZE PLAQUE MARKED 'MARICOPA COUNTY 1924'.
 ET1045'THE NORTHEAST FACE HAS A BRONZE PLAQUE MARKED 'YAVAPAI COUNTY 1924'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2394 ***********************************************************************
 CZ2394  DESIGNATION -  THOR
 CZ2394  PID         -  CZ2394
 CZ2394  STATE/COUNTY-  AZ/PIMA
 CZ2394  USGS QUAD   -  RUELAS CANYON (1992)
 CZ2394
 CZ2394                         *CURRENT SURVEY CONTROL
 CZ2394  ___________________________________________________________________
 CZ2394* NAD 83(2007)-  32 25 26.97030(N)    111 02 47.03814(W)     NO CHECK  
 CZ2394* NAVD 88     -       821.1    (meters)    2694.     (feet)  VERTCON   
 CZ2394  ___________________________________________________________________
 CZ2394  EPOCH DATE  -        2007.00
 CZ2394  X           -  -1,935,553.564 (meters)                     COMP
 CZ2394  Y           -  -5,030,110.127 (meters)                     COMP
 CZ2394  Z           -   3,400,651.531 (meters)                     COMP
 CZ2394  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 CZ2394  ELLIP HEIGHT-         791.988 (meters)          (02/10/07) NO CHECK
 CZ2394  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CZ2394
 CZ2394  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2394  Type    PID    Designation                      North   East  Ellip
 CZ2394  -------------------------------------------------------------------
 CZ2394  NETWORK CZ2394 THOR                              1.41   1.20   5.02
 CZ2394  -------------------------------------------------------------------
 CZ2394
 CZ2394.The horizontal coordinates were established by GPS observations
 CZ2394.and adjusted by the National Geodetic Survey in February 2007.
 CZ2394
 CZ2394.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2394.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2394.No horizontal observational check was made to the station.
 CZ2394.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2394.The epoch date for horizontal control is a decimal equivalence
 CZ2394.of Year/Month/Day.
 CZ2394
 CZ2394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2394
 CZ2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2394
 CZ2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2394
 CZ2394.The ellipsoidal height was determined by GPS observations
 CZ2394.and is referenced to NAD 83.
 CZ2394
 CZ2394.The geoid height was determined by GEOID03.
 CZ2394
 CZ2394;                    North         East     Units Scale Factor Converg.
 CZ2394;SPC AZ C     -   158,230.770   295,206.620   MT  0.99998258   +0 27 59.9
 CZ2394;SPC AZ C     -   519,129.82    968,525.66   iFT  0.99998258   +0 27 59.9
 CZ2394;UTM  12      - 3,587,452.978   495,637.617   MT  0.99960023   -0 01 29.6
 CZ2394
 CZ2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2394!SPC AZ C     -   0.99987566  x   0.99998258  =   0.99985825
 CZ2394!UTM  12      -   0.99987566  x   0.99960023  =   0.99947594
 CZ2394
 CZ2394                          SUPERSEDED SURVEY CONTROL
 CZ2394
 CZ2394  ELLIP H (06/11/02)  792.010  (m)                       GP(       ) 4 2
 CZ2394  NAD 83(1992)-  32 25 26.96865(N)    111 02 47.03633(W) AD(       ) 1
 CZ2394  ELLIP H (08/23/93)  792.087  (m)                       GP(       ) 4 2
 CZ2394  NAD 83(1986)-  32 25 26.96392(N)    111 02 47.03549(W) AD(       ) 1
 CZ2394  NGVD 29 (05/25/90)  820.4    (m)         2692.     (f) GPS OBS     3  
 CZ2394
 CZ2394.Superseded values are not recommended for survey control.
 CZ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2394.See file dsdata.txt to determine how the superseded data were derived.
 CZ2394
 CZ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9563887453(NAD 83)
 CZ2394_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2394_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2394+STABILITY: SURFACE MOTION
 CZ2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2394+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ2394
 CZ2394  HISTORY     - Date     Condition        Report By
 CZ2394  HISTORY     - 1987     MONUMENTED       AZDT
 CZ2394
 CZ2394                          STATION DESCRIPTION
 CZ2394
 CZ2394'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (REA)
 CZ2394'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 CZ2394'EAST-SOUTHEAST OF MARANA,
 CZ2394'9.7 KM (6 MI) EAST-NORTHEAST OF RILLITO AND AT THE INTERSECTION OF
 CZ2394'THORNYDALE ROAD AND TANGERINE ROAD.
 CZ2394'OWNERSHIP--ROAD RIGHT-OF-WAY.
 CZ2394'
 CZ2394'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2394'INA ROAD (EXIT 248) WHICH IS ABOUT 17.7 KM (11 MI) NORTHWEST OF
 CZ2394'SOUTH TUCSON, GO EAST FOR 1.8 KM (1.1 MI) ON INA ROAD TO A
 CZ2394'CROSSROAD, THORNYDALE RD.
 CZ2394'TURN LEFT AND GO NORTH FOR 5.6 KM (3.5 MI) ON THORNYDALE RD TO A
 CZ2394'FORK.
 CZ2394'FOLLOW THE LEFT FORK AND GO NORTH FOR 3.9 KM (2.45 MI) ON
 CZ2394'THORNYDALE RD TO A CROSSROAD, TANGERINE RD.
 CZ2394'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 50 METERS (164 FT) ON
 CZ2394'THORNYDALE RD TO THE STATION ON THE RIGHT.
 CZ2394'
 CZ2394'THE STATION IS A STANDARD AZDT DISK
 CZ2394'STAMPED---THOR 1987---,
 CZ2394'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CZ2394'25 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 CZ2394'45.42 METERS (149.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2394'OF TANGERINE RD,
 CZ2394'22.10 METERS (72.5 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 CZ2394'OF THORNYDALE RD,
 CZ2394'1.37 METERS (4.5 FT) WEST-SOUTHWEST FROM A BARBED WIRE FENCE AND
 CZ2394'0.88 METERS (2.9 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 CZ2394'THE UNDERGROUND MARK IS A STANDARD AZDT DISK
 CZ2394'STAMPED---THOR 1987---,
 CZ2394'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CZ2394'
 CZ2394'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CZ2394'
 CZ2394'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2394'
 CZ2394'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2394'
 CZ2394'DESCRIBED BY D.F. CALLAHAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1047 ***********************************************************************
 ET1047  DESIGNATION -  THORN
 ET1047  PID         -  ET1047
 ET1047  STATE/COUNTY-  AZ/YAVAPAI
 ET1047  USGS QUAD   -  DATE CREEK RANCH NW (1967)
 ET1047
 ET1047                         *CURRENT SURVEY CONTROL
 ET1047  ___________________________________________________________________
 ET1047* NAD 83(1992)-  34 09 16.14127(N)    113 13 01.85805(W)     ADJUSTED  
 ET1047* NAVD 88     -       714.41   (+/-2cm)    2343.9    (feet)  VERTCON   
 ET1047  ___________________________________________________________________
 ET1047  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 ET1047  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 ET1047  HORZ ORDER  -  FIRST
 ET1047  VERT ORDER  -  THIRD ? (See Below)
 ET1047
 ET1047.The horizontal coordinates were established by classical geodetic methods
 ET1047.and adjusted by the National Geodetic Survey in August 1993.
 ET1047
 ET1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1047.The vertical order pertains to the NGVD 29 superseded value.
 ET1047
 ET1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1047
 ET1047.The geoid height was determined by GEOID03.
 ET1047
 ET1047;                    North         East     Units Scale Factor Converg.
 ET1047;SPC AZ C     -   350,552.236    93,438.187   MT  1.00007722   -0 43 48.8
 ET1047;SPC AZ C     - 1,150,105.76    306,555.73   iFT  1.00007722   -0 43 48.8
 ET1047;SPC AZ W     -   349,927.971   262,491.905   MT  0.99996308   +0 17 56.9
 ET1047;SPC AZ W     - 1,148,057.65    861,193.91   iFT  0.99996308   +0 17 56.9
 ET1047;UTM  12      - 3,781,506.052   295,600.366   MT  1.00011503   -1 14 42.8
 ET1047
 ET1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1047!SPC AZ C     -   0.99989253  x   1.00007722  =   0.99996974
 ET1047!SPC AZ W     -   0.99989253  x   0.99996308  =   0.99985562
 ET1047!UTM  12      -   0.99989253  x   1.00011503  =   1.00000755
 ET1047
 ET1047|---------------------------------------------------------------------|
 ET1047| PID    Reference Object                     Distance      Geod. Az  |
 ET1047|                                                           dddmmss.s |
 ET1047| CH3506 THORN RM 1                            9.538 METERS 02022     |
 ET1047| CH3505 THORN AZ MK                                        0783630.3 |
 ET1047| CH3507 THORN RM 2                            9.324 METERS 28342     |
 ET1047|---------------------------------------------------------------------|
 ET1047
 ET1047                          SUPERSEDED SURVEY CONTROL
 ET1047
 ET1047  NAD 83(1986)-  34 09 16.14021(N)    113 13 01.86227(W) AD(       ) 1
 ET1047  NAD 27      -  34 09 16.04900(N)    113 12 59.16500(W) AD(       ) 1
 ET1047  NGVD 29 (07/19/86)  713.70   (m)         2341.5    (f) LEVELING    3  
 ET1047
 ET1047.Superseded values are not recommended for survey control.
 ET1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1047.See file dsdata.txt to determine how the superseded data were derived.
 ET1047
 ET1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9560081506(NAD 83)
 ET1047_MARKER: DS = TRIANGULATION STATION DISK
 ET1047_SETTING: 0 = UNSPECIFIED SETTING
 ET1047
 ET1047  HISTORY     - Date     Condition        Report By
 ET1047  HISTORY     - 1944     MONUMENTED       CGS
 ET1047  HISTORY     - 1955     GOOD             CGS
 ET1047  HISTORY     - 1968     GOOD             AMS
 ET1047
 ET1047                          STATION DESCRIPTION
 ET1047
 ET1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1047'STATION IS LOCATED ABOUT 19 MILES N OF AGUILA, ON A VERY
 ET1047'SLIGHT RIDGE, AND 45 FEET N OF THE CENTER LINE OF THE CONGRESS
 ET1047'JUNCTION-ALAMO ROAD.
 ET1047'
 ET1047'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 ET1047'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1047'THORN 1944.  IT IS 14.7 FEET N OF AN UNPAINTED WITNESS POST.
 ET1047'UNDERGROUND MARK IS A BRONZE DISK SET IN A CONCRETE POST.
 ET1047'
 ET1047'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1047'POST PROJECTING ABOUT 10 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1047'THORN NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 ET1047'STATION MARK.
 ET1047'
 ET1047'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 ET1047'POST PROJECTING ABOUT 16 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1047'THORN NO 2 1944.  IT IS ABOUT 10 INCHES HIGHER IN ELEVATION
 ET1047'THAN THE STATION MARK.
 ET1047'
 ET1047'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 ET1047'PROJECTING ABOUT 12 INCHES ABOVE THE GROUND AND IS STAMPED
 ET1047'THORN 1944.  IT IS 0.35 MILE (BY ROAD) E OF THE STATION,
 ET1047'78 FEET S OF THE CENTER LINE OF ROAD AND 13.3 FEET SW OF A
 ET1047'PAINTED WITNESS POST.
 ET1047'
 ET1047'TO REACH STATION FROM AGUILA, GO N FROM THE POST OFFICE, ACROSS
 ET1047'THE TRACKS, ON STATE HIGHWAY 71 FOR 1.7 MILES TO A FORKS,
 ET1047'LEAVE THE HIGHWAY AND BEAR LEFT FOR 0.2 MILE TO A CATTLE GUARD,
 ET1047'CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A LEFT TURN AT SIGNS
 ET1047'BULLARD, YUCCA, AND KINGMAN, TURN LEFT AND CONTINUE FOR 2.4
 ET1047'MILES TO A ROAD LEADING RIGHT AT A SIGN ALAMO, TURN RIGHT AND
 ET1047'CONTINUE 2.1 MILES TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD
 ET1047'FOR 4.5 MILES TO A ROAD LEADING TO THE LEFT ACROSS A SANDY
 ET1047'WASH AND THE SIGNS PARKER AND BLYTHE, TURN LEFT AND FOLLOW
 ET1047'THE MAIN ROAD FOR 3.9 MILES TO WHERE IT CROSSES A DEEP SANDY
 ET1047'WASH, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO WHERE THIS
 ET1047'ROAD MEETS THE CONGRESS-ALAMO ROAD, JUST ACROSS A CATTLE
 ET1047'GUARD.  TURN RIGHT AND FOLLOW MAIN ROAD FOR 2.0 MILES TO
 ET1047'THE STATION WHICH IS ABOUT 20 FEET E OF THE TOP OF THE
 ET1047'SLIGHT RIDGE.
 ET1047
 ET1047                          STATION RECOVERY (1955)
 ET1047
 ET1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1047'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 ET1047'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 ET1047'ADEQUATE.
 ET1047
 ET1047                          STATION RECOVERY (1968)
 ET1047
 ET1047'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (MGJ)
 ET1047'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK
 ET1047'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ET1047'
 ET1047'DESCRIPTION ADEQUATE.
 ET1047'
 ET1047'THE R.M.S WERE NOT TURNED IN AS THE STATION WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2251 ***********************************************************************
 DV2251  DESIGNATION -  THREE
 DV2251  PID         -  DV2251
 DV2251  STATE/COUNTY-  AZ/MARICOPA
 DV2251  USGS QUAD   -  FOWLER (1982)
 DV2251
 DV2251                         *CURRENT SURVEY CONTROL
 DV2251  ___________________________________________________________________
 DV2251* NAD 83(2007)-  33 27 43.14026(N)    112 08 05.81648(W)     ADJUSTED  
 DV2251* NAVD 88     -       330.4    (meters)    1084.     (feet)  VERTCON   
 DV2251  ___________________________________________________________________
 DV2251  EPOCH DATE  -        2007.00
 DV2251  X           -  -2,007,023.620 (meters)                     COMP
 DV2251  Y           -  -4,934,067.004 (meters)                     COMP
 DV2251  Z           -   3,496,983.067 (meters)                     COMP
 DV2251  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 DV2251  ELLIP HEIGHT-         300.445 (meters)          (02/10/07) ADJUSTED
 DV2251  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV2251
 DV2251  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2251  Type    PID    Designation                      North   East  Ellip
 DV2251  -------------------------------------------------------------------
 DV2251  NETWORK DV2251 THREE                             2.47   1.86   5.14
 DV2251  -------------------------------------------------------------------
 DV2251
 DV2251.The horizontal coordinates were established by GPS observations
 DV2251.and adjusted by the National Geodetic Survey in February 2007.
 DV2251
 DV2251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2251.The horizontal coordinates are valid at the epoch date displayed above.
 DV2251.The epoch date for horizontal control is a decimal equivalence
 DV2251.of Year/Month/Day.
 DV2251
 DV2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2251
 DV2251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2251
 DV2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2251
 DV2251.The ellipsoidal height was determined by GPS observations
 DV2251.and is referenced to NAD 83.
 DV2251
 DV2251.The geoid height was determined by GEOID03.
 DV2251
 DV2251;                    North         East     Units Scale Factor Converg.
 DV2251;SPC AZ C     -   273,005.652   193,069.796   MT  0.99990507   -0 07 13.3
 DV2251;SPC AZ C     -   895,687.83    633,431.09   iFT  0.99990507   -0 07 13.3
 DV2251;UTM  12      - 3,703,080.389   394,531.051   MT  0.99973714   -0 37 33.1
 DV2251
 DV2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2251!SPC AZ C     -   0.99995283  x   0.99990507  =   0.99985791
 DV2251!UTM  12      -   0.99995283  x   0.99973714  =   0.99968999
 DV2251
 DV2251                          SUPERSEDED SURVEY CONTROL
 DV2251
 DV2251  ELLIP H (06/11/02)  300.480  (m)                       GP(       ) 4 2
 DV2251  NAD 83(1992)-  33 27 43.13865(N)    112 08 05.81631(W) AD(       ) 1
 DV2251  ELLIP H (08/23/93)  300.561  (m)                       GP(       ) 4 2
 DV2251  NAD 83(1986)-  33 27 43.13283(N)    112 08 05.82157(W) AD(       ) 1
 DV2251  NGVD 29 (09/11/89)  329.7    (m)         1082.     (f) GPS OBS     3  
 DV2251
 DV2251.Superseded values are not recommended for survey control.
 DV2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2251.See file dsdata.txt to determine how the superseded data were derived.
 DV2251
 DV2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9453103080(NAD 83)
 DV2251_MARKER: DD = SURVEY DISK
 DV2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2251+STABILITY: SURFACE MOTION
 DV2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2251+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 DV2251
 DV2251  HISTORY     - Date     Condition        Report By
 DV2251  HISTORY     - 1986     MONUMENTED       AZDT
 DV2251  HISTORY     - 19960217 GOOD             USPSQD
 DV2251  HISTORY     - 20060325 GOOD             USPSQD
 DV2251  HISTORY     - 20080411 GOOD             GEOCAC
 DV2251
 DV2251                          STATION DESCRIPTION
 DV2251
 DV2251'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2251'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) WEST-NORTHWEST OF
 DV2251'DOWNTOWN PHOENIX, ARIZONA.
 DV2251'
 DV2251'TO REACH THE STATION, GO TO THE INTERSECTION OF INTERSTATE HWY. 10
 DV2251'AND 35TH AVENUE IN PHOENIX, ARIZONA TO THE STATION ON THE SOUTHWEST
 DV2251'CORNER.
 DV2251'
 DV2251'THE STATION IS A STANDARD AGS DISK
 DV2251'STAMPED---THREE 1986---,
 DV2251'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2251'25 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 DV2251'1.43 METERS (4.7 FT) NORTH-NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2251'3.32 METERS (10.9 FT) SOUTHEAST FROM THE CORNER OF A SOUND WALL,
 DV2251'27.58 METERS (90.5 FT) SOUTH FROM THE CENTERLINE OF THE OFF RAMP AT
 DV2251'THE INTERSECTION OF INTERSTATE HWY. 10 AND 35TH AVENUE,
 DV2251'13.32 METERS (43.7 FT) SOUTH-SOUTHEAST FROM A STEEL LIGHT POST,
 DV2251'18.96 METERS (62.2 FT) SOUTH FROM A CHAIN LINK FENCE.
 DV2251'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2251'STAMPED---THREE 1986---,
 DV2251'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2251
 DV2251                          STATION RECOVERY (1996)
 DV2251
 DV2251'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2251'RECOVERED IN GOOD CONDITION.
 DV2251
 DV2251                          STATION RECOVERY (2006)
 DV2251
 DV2251'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2251'RECOVERED IN GOOD CONDITION.
 DV2251
 DV2251                          STATION RECOVERY (2008)
 DV2251
 DV2251'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2409 ***********************************************************************
 CZ2409  DESIGNATION -  THREE PEAKS
 CZ2409  PID         -  CZ2409
 CZ2409  STATE/COUNTY-  AZ/PINAL
 CZ2409  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2409
 CZ2409                         *CURRENT SURVEY CONTROL
 CZ2409  ___________________________________________________________________
 CZ2409* NAD 83(1992)-  32 49 38.62535(N)    111 37 48.58680(W)     ADJUSTED  
 CZ2409* NAVD 88     -       490.5    (meters)    1609.     (feet)  VERTCON   
 CZ2409  ___________________________________________________________________
 CZ2409  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CZ2409  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ2409  HORZ ORDER  -  THIRD
 CZ2409
 CZ2409.The horizontal coordinates were established by classical geodetic methods
 CZ2409.and adjusted by the National Geodetic Survey in August 1993.
 CZ2409
 CZ2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2409
 CZ2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2409
 CZ2409.The geoid height was determined by GEOID03.
 CZ2409
 CZ2409;                    North         East     Units Scale Factor Converg.
 CZ2409;SPC AZ C     -   202,647.518   240,184.064   MT  0.99990887   +0 09 19.1
 CZ2409;SPC AZ C     -   664,854.06    788,005.46   iFT  0.99990887   +0 09 19.1
 CZ2409;UTM  12      - 3,632,328.145   441,017.950   MT  0.99964289   -0 20 29.9
 CZ2409
 CZ2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2409!SPC AZ C     -   0.99992771  x   0.99990887  =   0.99983658
 CZ2409!UTM  12      -   0.99992771  x   0.99964289  =   0.99957062
 CZ2409
 CZ2409                          SUPERSEDED SURVEY CONTROL
 CZ2409
 CZ2409  NAD 83(1986)-  32 49 38.61918(N)    111 37 48.57980(W) AD(       ) 3
 CZ2409  NGVD 29 (04/26/91)  490.0    (m)         1608.     (f) VERT ANG    3  
 CZ2409
 CZ2409.Superseded values are not recommended for survey control.
 CZ2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2409.See file dsdata.txt to determine how the superseded data were derived.
 CZ2409
 CZ2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4101832328(NAD 83)
 CZ2409_MARKER: DD = SURVEY DISK
 CZ2409_SETTING: 80 = SET IN A BOULDER
 CZ2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2409+STABILITY: SURFACE MOTION
 CZ2409
 CZ2409  HISTORY     - Date     Condition        Report By
 CZ2409  HISTORY     - 1921     MONUMENTED       USGS
 CZ2409
 CZ2409                          STATION DESCRIPTION
 CZ2409
 CZ2409'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CZ2409'LOCATED ABOUT 3 MI NNW. OF TOLTEC STATION ON SOUTHERN PACIFIC
 CZ2409'RR.  ON NORTHERN ONE OF 3 SMALL PEAKS.
 CZ2409'
 CZ2409'TO REACH NOT GIVEN.
 CZ2409'
 CZ2409'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK
 CZ2409'UNDER CENTER OF 7-FT HIGH CAIRN.
 CZ2409'
 CZ2409'RMS--NONE SET.
 CZ2409'
 CZ2409'NOTE--FORM 9-1165, STATION MARK REPORTED NOT FOUND IN 1963.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0364 ***********************************************************************
 CF0364  DESIGNATION -  THREE SISTERS
 CF0364  PID         -  CF0364
 CF0364  STATE/COUNTY-  AZ/COCHISE
 CF0364  USGS QUAD   -  PEARCE (1985)
 CF0364
 CF0364                         *CURRENT SURVEY CONTROL
 CF0364  ___________________________________________________________________
 CF0364* NAD 83(1992)-  31 59 42.17864(N)    109 46 14.77123(W)     ADJUSTED  
 CF0364* NAVD 88     -      1471.8    (meters)    4829.     (feet)  VERTCON   
 CF0364  ___________________________________________________________________
 CF0364  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 CF0364  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CF0364  HORZ ORDER  -  FIRST
 CF0364
 CF0364.The horizontal coordinates were established by classical geodetic methods
 CF0364.and adjusted by the National Geodetic Survey in August 1993.
 CF0364
 CF0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0364
 CF0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0364
 CF0364.The geoid height was determined by GEOID03.
 CF0364
 CF0364;                    North         East     Units Scale Factor Converg.
 CF0364;SPC AZ E     -   110,386.624   250,767.940   MT  0.99991725   +0 12 35.2
 CF0364;SPC AZ E     -   362,160.84    822,729.46   iFT  0.99991725   +0 12 35.2
 CF0364;UTM  12      - 3,540,547.020   616,117.538   MT  0.99976628   +0 39 05.0
 CF0364
 CF0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0364!SPC AZ E     -   0.99977322  x   0.99991725  =   0.99969049
 CF0364!UTM  12      -   0.99977322  x   0.99976628  =   0.99953955
 CF0364
 CF0364|---------------------------------------------------------------------|
 CF0364| PID    Reference Object                     Distance      Geod. Az  |
 CF0364|                                                           dddmmss.s |
 CF0364| CC7507 THREE SISTERS RM 1                    8.617 METERS 14723     |
 CF0364| CC7508 THREE SISTERS RM 2                    6.643 METERS 24654     |
 CF0364| CF0365 DRAGOON                             APPROX.21.0 KM 2565832.7 |
 CF0364|---------------------------------------------------------------------|
 CF0364
 CF0364                          SUPERSEDED SURVEY CONTROL
 CF0364
 CF0364  NAD 83(1986)-  31 59 42.17334(N)    109 46 14.76534(W) AD(       ) 1
 CF0364  NAD 27      -  31 59 41.86800(N)    109 46 12.53300(W) AD(       ) 1
 CF0364  NGVD 29 (07/19/86) 1471.0    (m)         4826.     (f) VERT ANG    3  
 CF0364
 CF0364.Superseded values are not recommended for survey control.
 CF0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0364.See file dsdata.txt to determine how the superseded data were derived.
 CF0364
 CF0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA1611840547(NAD 83)
 CF0364_MARKER: DS = TRIANGULATION STATION DISK
 CF0364_SETTING: 66 = SET IN ROCK OUTCROP
 CF0364_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CF0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0364+STABILITY: POSITION/ELEVATION WELL
 CF0364
 CF0364  HISTORY     - Date     Condition        Report By
 CF0364  HISTORY     - 1935     MONUMENTED       CGS
 CF0364  HISTORY     - 1958     GOOD             CGS
 CF0364  HISTORY     - 1958     GOOD             CGS
 CF0364  HISTORY     - 1972     GOOD             NGS
 CF0364  HISTORY     - 1982     GOOD             AZDT
 CF0364
 CF0364                          STATION DESCRIPTION
 CF0364
 CF0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CF0364'STATION IS ON THE HIGHEST AND MOST SOUTHERLY OF THREE BUTTES
 CF0364'LOCALLY KNOWN AS THREE SISTERS, ABOUT 7 MILES AIRLINE NORTHEAST
 CF0364'OF THE TOWN OF PEARCE AND ON LAND OWNED BY MR. BANKS.
 CF0364'
 CF0364'TO REACH FROM WILLCOX DEPOT, GO SOUTH ON THE MAIN-TRAVELED
 CF0364'ROAD FOR 6.5 MILES, KEEP STRAIGH AHEAD (MAIN-TRAVELED ROAD
 CF0364'TURNS LEFT) FOR 6.0 MILES TO THE MOUNTAIN ON THE RIGHT SIDE
 CF0364'OF THE ROAD (AT THIS POINT A GATE LEADING TO THE RIGHT WILL
 CF0364'BE SEEN), TURN RIGHT THROUGH THE GATE AND CROSS-COUNTRY
 CF0364'AS FAR AS POSSIBLE TOWARDS THE MOUNTAIN AND THE END OF TRUCK
 CF0364'TRAVEL.  FROM HERE CLIMB IN A WESTERLY DIRECTION TO THE
 CF0364'HIGHEST POINT, AND TO THE STATION.
 CF0364'
 CF0364'REFERENCE MARKS NOS. 1 AND 2.
 CF0364
 CF0364                          STATION RECOVERY (1958)
 CF0364
 CF0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AMS)
 CF0364'STATION RECOVERED AS DESCRIBED.
 CF0364'
 CF0364'REFERENCE MARKS FOUND IN GOOD CONDITION.
 CF0364'
 CF0364'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL, 27 FEET
 CF0364'SW OF A LIGHT SPOT.  28 FEET SE OF CENTER OF LARGE BOULDER.
 CF0364'394 FEET N OF A LONE BUSH.
 CF0364
 CF0364                          STATION RECOVERY (1958)
 CF0364
 CF0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CF0364'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CF0364'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 CF0364'
 CF0364'TO REACH STATION FROM RAILROAD DEPOT IN WILLCOX GO 5.8
 CF0364'MILES SOUTHEAST AND SOUTH ON STATE HIGHWAY 186 TO FORK IN
 CF0364'MAIN ROAD, TAKE RIGHT FORK SOUTH ABOUT 14 MILES TO T-ROAD
 CF0364'EAST AND GATE NORTH OF FENCE INTERSECTION ON RIGHT, TURN
 CF0364'RIGHT AND GO ABOUT 0.2 MILE NORTHWESTERLY TO END OF TRUCK
 CF0364'TRAVEL, FROM HERE PACK ABOUT 0.5 MILE TO STATION ON HIGHEST
 CF0364'PART OF MOUNTAIN.
 CF0364
 CF0364                          STATION RECOVERY (1972)
 CF0364
 CF0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (AD)
 CF0364'A. GENERAL LOCATION-RECOVERED AS DESCRIBED
 CF0364'
 CF0364'B. TO REACH-RECOVERED AS DESCRIBED
 CF0364'
 CF0364'C. STATION MARK-GOOD
 CF0364'
 CF0364'D. REFERENCE MARKS-R.M. 1 AND R.M. 2 BOTH IN AND GOOD.
 CF0364'
 CF0364'E. AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME.
 CF0364
 CF0364                          STATION RECOVERY (1982)
 CF0364
 CF0364'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0364'THE STATION IS NORTH OF BIRCH ROAD, WEST OF KANSAS SETTLEMENT ROAD, IN
 CF0364'AN AREA SOUTH OF WILLCOX AND NORTH OF ELFRIDA, ARIZONA.
 CF0364'
 CF0364'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1958
 CF0364'AND ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 CF0364'FOUND.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0364'
 CF0364'FROM THE POST OFFICE IN WILLCOX AT THE CORNER OF GRANT AND CURTIS
 CF0364'STREETS,TRAVEL SOUTH ON GRANT STREET FOR 0.10 MILE TO HASKELL STREET,
 CF0364'TURN LEFT AND TRAVEL 0.05 MILE TO THE INTERSECTION OF MALEY STREET AND
 CF0364'S.R.186, TURN RIGHT AT THIS INTERSECTION AND TRAVEL SOUTHEASTERLY FOR
 CF0364'5.95 MILES TO THE KANSAS SETTLEMENT ROAD, TURN RIGHT AND TRAVEL SOUTH
 CF0364'FOR 12.87 MILES TO A CROSS RD AND THE WICKES AGRICULTURE OFFICE AND
 CF0364'BUILDINGS.  CONTINUE SOUTH FOR 1.0 MILE TO A GATE IN THE R/W FENCE ON
 CF0364'THE RIGHT.  TURN RIGHT THRU GATE AND TRAVEL WESTERLY FOR 0.2 MILE AND
 CF0364'END OF TRUCK TRAVEL.  PACK WESTERLY TO TOP OF RIDGE LINE AND THEN TO
 CF0364'HIGHEST POINT AND THE STATION.                             .
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1006 ***********************************************************************
 CG1006  DESIGNATION -  THREER
 CG1006  PID         -  CG1006
 CG1006  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1006  USGS QUAD   -  CUMERO CANYON (1981)
 CG1006
 CG1006                         *CURRENT SURVEY CONTROL
 CG1006  ___________________________________________________________________
 CG1006* NAD 83(1992)-  31 27 03.44364(N)    110 45 55.08706(W)     ADJUSTED  
 CG1006* NAVD 88     -      1942.0    (meters)    6371.     (feet)  VERTCON   
 CG1006  ___________________________________________________________________
 CG1006  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 CG1006  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CG1006  HORZ ORDER  -  FIRST
 CG1006
 CG1006.The horizontal coordinates were established by classical geodetic methods
 CG1006.and adjusted by the National Geodetic Survey in August 1993.
 CG1006
 CG1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1006
 CG1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1006
 CG1006.The geoid height was determined by GEOID03.
 CG1006
 CG1006;                    North         East     Units Scale Factor Converg.
 CG1006;SPC AZ C     -    50,567.809   322,791.812   MT  1.00004766   +0 36 02.9
 CG1006;SPC AZ C     -   165,904.89  1,059,028.25   iFT  1.00004766   +0 36 02.9
 CG1006;UTM  12      - 3,479,604.830   522,299.594   MT  0.99960613   +0 07 20.9
 CG1006
 CG1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1006!SPC AZ C     -   0.99969968  x   1.00004766  =   0.99974732
 CG1006!UTM  12      -   0.99969968  x   0.99960613  =   0.99930593
 CG1006
 CG1006|---------------------------------------------------------------------|
 CG1006| PID    Reference Object                     Distance      Geod. Az  |
 CG1006|                                                           dddmmss.s |
 CG1006| CC7510 THREER RM 1                           9.300 METERS 09715     |
 CG1006| CC7511 THREER RM 2                           4.756 METERS 30255     |
 CG1006| CC7509 THREER AZ MK                                       3174436.3 |
 CG1006| CG1051 BALDY LOOKOUT HOUSE CEN             APPROX.28.3 KM 3435356.2 |
 CG1006|---------------------------------------------------------------------|
 CG1006
 CG1006                          SUPERSEDED SURVEY CONTROL
 CG1006
 CG1006  NAD 83(1986)-  31 27 03.43115(N)    110 45 55.08017(W) AD(       ) 1
 CG1006  NAD 27      -  31 27 03.08400(N)    110 45 52.77200(W) AD(       ) 1
 CG1006  NGVD 29 (07/19/86) 1941.0    (m)         6368.     (f) VERT ANG    3  
 CG1006
 CG1006.Superseded values are not recommended for survey control.
 CG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1006.See file dsdata.txt to determine how the superseded data were derived.
 CG1006
 CG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV2230079605(NAD 83)
 CG1006_MARKER: DS = TRIANGULATION STATION DISK
 CG1006_SETTING: 66 = SET IN ROCK OUTCROP
 CG1006
 CG1006  HISTORY     - Date     Condition        Report By
 CG1006  HISTORY     - 1936     MONUMENTED       CGS
 CG1006  HISTORY     - 1938     GOOD             CGS
 CG1006  HISTORY     - 1968     GOOD             AMS
 CG1006
 CG1006                          STATION DESCRIPTION
 CG1006
 CG1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1006'ABOUT 13 MILES NE OF NOGALES, 6-1/2 MILES SSW OF PATAGONIA,
 CG1006'JUST W OF THE HEAD OF THREE R CANYON, ON THE HIGH POINT OF THE
 CG1006'EASTERNMOST AND HIGHER ONE OF THE TWO SUMMITS COMPRISING THE
 CG1006'PROMINENT PEAK LYING ABOUT 1 MILE W OF THE MAIN CREST OF THE
 CG1006'PATAGONIA MOUNTAINS, IN THE APPROXIMATE CENTER OF THE SUMMIT,
 CG1006'ON ITS LONGITUDINAL CENTER, IN TOP OF A SHALLOW OUTCROP OF LEDGE
 CG1006'ROCK.
 CG1006'
 CG1006'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CG1006'HOLE IN OUTCROPPING BEDROCK.
 CG1006'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER.
 CG1006'
 CG1006'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 CG1006'
 CG1006'REFERENCE MARK NO. 1 IS E X S OF THE STATION, ON CREST OF
 CG1006'SUMMIT, IN TOP OF LOW BOULDER.  REFERENCE MARK NO. 2 IS W X N
 CG1006'OF THE STATION, NEAR W END OF SUMMIT, IN TOP OF A LOW BOULDER.
 CG1006'
 CG1006'THE AZIMUTH MARK IS ABOUT 3 MILES W OF THE STATION, ON THE
 CG1006'NOGALES-PATAGONIA ROAD (STATE ROUTE NO. 82), ABOUT 1/2 MILE S
 CG1006'ALONG THE HIGHWAY FROM THE CIRCLE Z RANCH BUILDINGS, 0.2 MILE S
 CG1006'OF THE JUNCTION OF THE ROAD LEADING UP THREE R CANYON TO THE
 CG1006'STATION, 100 FEET S OF HIGHWAY SIGN S CURVE, 30 FEET E OF THE
 CG1006'CENTER OF THE ROAD.
 CG1006'
 CG1006'TO REACH THE STATION FROM THE CIRCLE Z RANCH, 17 MILES NE
 CG1006'ALONG STATE ROUTE NO. 82 FROM NOGALES, GO S ON THE HIGHWAY
 CG1006'FOR 0.4 MILE AND TURN LEFT ON THE GRADED ROAD UP THE CANYON,
 CG1006'THENCE 1.3 MILES AND TAKE RIGHT FORK AT A SMALL HOUSE, THENCE
 CG1006'UP SIDE WASH 1.3 MILES AND KEEP LEFT FORK OF MAIN ROAD.  THENCE
 CG1006'1.0 MILE AND TURN SHARP, RIGHT, UP NARROW ROAD ALONG SIDE OF
 CG1006'CANYON FOR ABOUT 1 MILE TO END OF ROAD AT MINE AND BUNKHOUSE
 CG1006'AND END OF TRUCK TRAVEL.  TAKE GOOD TRAIL SW BEHIND THE
 CG1006'BUNKHOUSE FOR ABOUT 1/4 MILE TO MINE-SHAFT AND CUT BACK TO THE
 CG1006'LEFT ON DIM TRAIL ALONG SIDE OF RIDGE ABOUT 100 YARDS PAST
 CG1006'MINE.  FOLLOW THIS TRAIL FOR ABOUT 1 MILE TO END OF RIDGE, THEN
 CG1006'TURN BACK TO THE LEFT ALONG TOP OF RIDGE FOR ABOUT 1/2 MILE TO
 CG1006'STATION.  ABOUT 1-3/4 MILE PACK, 40 MINUTES LOADED.
 CG1006'
 CG1006'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CG1006
 CG1006                          STATION RECOVERY (1938)
 CG1006
 CG1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CG1006'ABOUT 13 MILES NE OF NOGALES, ARIZ., AND 6-1/2 MILES SSW OF
 CG1006'PATAGONIA, ARIZ., JUST W OF THE HEAD OF THREE R CANYON AND ON
 CG1006'THE HIGH POINT OF THE EASTERNMOST AND HIGHER ONE OF THE TWO
 CG1006'SUMMITS COMPRISING THE PROMINENT PEAK LYING ABOUT 1 MILE W OF
 CG1006'THE MAIN CREST OF THE PATAGONIA MOUNTAINS.
 CG1006'
 CG1006'TO REACH FROM THE CIRCLE Z RANCH, WHICH IS APPROXIMATELY 14
 CG1006'MILES NE OF NOGALES AND 4.5 MILES SW OF PATAGONIA ON STATE
 CG1006'ROUTE 82, GO S ON ROUTE 82 FROM THE MAIN ENTRANCE TO THE CIRCLE
 CG1006'Z RANCH FOR 0.1 MILE TO A CATTLE GUARD ON THE LEFT.  HERE TURN
 CG1006'LEFT AND FOLLOW THE GRADED ROAD UP THE CANYON FOR 1.3 MILES TO A
 CG1006'FORK AT A SMALL HOUSE.  TAKE THE RIGHT FORK AND GO 1.3 MILES TO
 CG1006'ANOTHER FORK.  CONTINUE ON LEFT FORK FOR 0.3 MILE TO THE FORKS
 CG1006'AT MINING CABINS IN A SMALL BASIN AND A TANK ON THE HILL.  HERE
 CG1006'CONTINUE ON RIGHT FORK AND GO 0.9 MILE UP GRADE TO ANOTHER
 CG1006'FORK.  TAKE THE RIGHT FORK AND FOLLOW THE STEEP, NARROW ROAD UP
 CG1006'THE SIDE OF THE CANYON FOR 1.1 MILES TO THE VENTURA MINES
 CG1006'INC. MINING CAMP, WHICH IS THE END OF TRUCK TRAVEL.
 CG1006'
 CG1006'FROM THE MINING CAMP TAKE GOOD TRAIL SW BEHIND THE BUNKHOUSES
 CG1006'FOR ABOUT 0.25 MILE TO A MINE-SHAFT AND CUT BACK TO THE LEFT ON
 CG1006'DIM TRAIL ALONGSIDE OF RIDGE ABOUT 100 YARDS PAST MINE.  FOLLOW
 CG1006'THIS TRAIL FOR ABOUT 1 MILE TO END OF RIDGE, THEN TURN BACK TO THE
 CG1006'LEFT ALONG TOP OF RIDGE FOR ABOUT 1/2 MILE TO THE STATION - ABOUT
 CG1006'A ONE HOUR PACK.
 CG1006'
 CG1006'REFERENCE MARK NO. 1 IS ESE OF THE STATION.  REFERENCE MARK
 CG1006'NO. 2 IS NW.
 CG1006'
 CG1006'THE AZIMUTH MARK IS ABOUT 3 MILES, AIRLINE, NW ON THE ABANDONED
 CG1006'NOGALES-PATAGONIA STATE ROUTE 82, ABOUT 1/2 MILE S OF THE
 CG1006'JUNCTION OF THE ROAD LEADING UP THREE R CANYON TO THE STATION
 CG1006'AND ABOUT 30 FEET E OF THE CENTER OF THE ROAD.
 CG1006'
 CG1006'REFERENCE AND STATION MARKS FOUND IN GOOD CONDITION.  AZIMUTH
 CG1006'MARK SET IN A CONCRETE POST 8 INCHES SQUARE, PROJECTING ABOUT
 CG1006'8 INCHES ABOVE GROUND HAS A HORIZONTAL FRACTURE ENTIRELY ACROSS
 CG1006'IT ABOUT 5 INCHES FROM THE TOP OF THE POST.  ROCKS WERE BUILT
 CG1006'AROUND THE CONCRETE POST TO HOLD THE FRACTURED SECTION IN PLACE
 CG1006'ON THE BASE OF THE POST.
 CG1006'
 CG1006'DISTANCES MEASURED TO THE REFERENCE MARKS AGREE TO WITHIN
 CG1006'.003 AND .002 METERS FOR REFERENCE MARKS 1 AND 2 RESPECTIVELY
 CG1006'WITH THE 1936 MEASUREMENTS.
 CG1006'
 CG1006'COMPUTED DISTANCE TO AZIMUTH MARK FROM STATION THREER IS 20513
 CG1006'FEET, THIS DISTANCE BEING COMPUTED FOR COMPUTATION OF MAGNETIC
 CG1006'DECLINATIONS.
 CG1006
 CG1006                          STATION RECOVERY (1968)
 CG1006
 CG1006'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CG1006'MARK IS LOCATED APPROXIMATELY 12.5 AIRMILES (NE) OF NOGALES.
 CG1006'6.5 AIRMILES (S) OF PATAGONIA, ARIZONA.
 CG1006'
 CG1006'TO REACH MARK FROM PATAGONIA GO (SE) ON STATE HWY 82 FOR 4.5
 CG1006'MILES TO CIRCLE Z RANCH.  GO (S) 0.1 MILE PAST RANCH TO GRAVEL
 CG1006'ROAD AND CATTLE-GUARD ON LEFT.  TURN LEFT (ENE) AND GO 1.7
 CG1006'MILES TO A STREAM AND Y INTERSECTION.  TAKE RIGHT FORK (SSE) AND
 CG1006'GO 1.2 MILES TO Y INTERSECTION AND SIGN WEST RANGE CO. VENTURA
 CG1006'DIVISION.  TAKE LEFT FORK (ESE) FOR 0.6 MILE TO ANOTHER Y.  TURN
 CG1006'RIGHT (E) ALONG SIDE OF CANYON FOR 0.6 MILE TO A Y.  TURN RIGHT
 CG1006'(SSE) TO BOTTOM OF CANYON.  GO FOR 0.1 MILE TO SMALL STREAM
 CG1006'AND END OF JEEP TRAVEL.  MINING CAMP ORIGINALLY DESCRIBED HAS
 CG1006'BEEN DESTROYED.  PACK (S) UP WASH TO TOP OF RIDGE.  FROM HERE,
 CG1006'PACK (ESE) TO TOP OF SECOND RIDGE.  FROM HERE, PACK (S) TO
 CG1006'TOP OF HIGHEST PEAK AND STATION SITE (PACK TIME.  1 HOUR 45
 CG1006'MIN.).
 CG1006'
 CG1006'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A ROCK
 CG1006'OUTCROP PROTRUDING 0.21 M.  STAMPED THREER 1936.
 CG1006'
 CG1006'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK FLUSH WITH THE
 CG1006'GROUND.  STAMPED THREER NO 1 1936.  IT IS LOCATED 9.39 M (E) OF
 CG1006'MARK ON A MAG. AZ. OF 97 DEG AND A DE OF -0.91 M.
 CG1006'
 CG1006'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 0.34
 CG1006'M ABOVE GROUND.  STAMPED THREER NO 2 1936.  IT IS LOCATED 4.79
 CG1006'M (NW) OF STATION ON A MAG. AZ. OF 303 DEG AND A DE OF -0.61 M.
 CG1006'
 CG1006'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.
 CG1006'
 CG1006'CONDITION OF ALL EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CG1006'IN ALL DIRECTIONS EXCEPT FOR MAG. AZ. AREA OF 212 DEG -252 DEG
 CG1006'(MOUNTAIN).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1119 ***********************************************************************
 CY1119  DESIGNATION -  THUMB
 CY1119  PID         -  CY1119
 CY1119  STATE/COUNTY-  AZ/GRAHAM
 CY1119  USGS QUAD   -  ASH PEAK (1986)
 CY1119
 CY1119                         *CURRENT SURVEY CONTROL
 CY1119  ___________________________________________________________________
 CY1119* NAD 83(1992)-  32 50 55.26172(N)    109 20 45.64730(W)     ADJUSTED  
 CY1119* NAVD 88     -      1379.0    (meters)    4524.     (feet)  VERTCON   
 CY1119  ___________________________________________________________________
 CY1119  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 CY1119  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY1119  HORZ ORDER  -  SECOND
 CY1119
 CY1119.The horizontal coordinates were established by classical geodetic methods
 CY1119.and adjusted by the National Geodetic Survey in August 1993.
 CY1119
 CY1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1119
 CY1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1119
 CY1119.The geoid height was determined by GEOID03.
 CY1119
 CY1119;                    North         East     Units Scale Factor Converg.
 CY1119;SPC AZ E     -   205,270.198   290,176.762   MT  0.99997274   +0 26 42.6
 CY1119;SPC AZ E     -   673,458.65    952,023.50   iFT  0.99997274   +0 26 42.6
 CY1119;UTM  12      - 3,635,724.233   654,780.681   MT  0.99989540   +0 53 50.4
 CY1119
 CY1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1119!SPC AZ E     -   0.99978762  x   0.99997274  =   0.99976036
 CY1119!UTM  12      -   0.99978762  x   0.99989540  =   0.99968304
 CY1119
 CY1119|---------------------------------------------------------------------|
 CY1119| PID    Reference Object                     Distance      Geod. Az  |
 CY1119|                                                           dddmmss.s |
 CY1119| CC7512 THUMB RM 1                            7.164 METERS 04452     |
 CY1119| CC7513 THUMB RM 2                           11.677 METERS 14957     |
 CY1119| CY1121 MIKE                                APPROX. 1.6 KM 2555626.2 |
 CY1119|---------------------------------------------------------------------|
 CY1119
 CY1119                          SUPERSEDED SURVEY CONTROL
 CY1119
 CY1119  NAD 83(1986)-  32 50 55.25688(N)    109 20 45.64460(W) AD(       ) 2
 CY1119  NAD 27      -  32 50 55.02018(N)    109 20 43.39053(W) AD(       ) 2
 CY1119  NGVD 29 (07/19/86) 1378.3    (m)         4522.     (f) VERT ANG    3  
 CY1119
 CY1119.Superseded values are not recommended for survey control.
 CY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1119.See file dsdata.txt to determine how the superseded data were derived.
 CY1119
 CY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5478135724(NAD 83)
 CY1119_MARKER: DD = SURVEY DISK
 CY1119_SETTING: 66 = SET IN ROCK OUTCROP
 CY1119
 CY1119  HISTORY     - Date     Condition        Report By
 CY1119  HISTORY     - 1976     MONUMENTED       AZDT
 CY1119
 CY1119                          STATION DESCRIPTION
 CY1119
 CY1119'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1119'THE STATION IS ABOUT 21 MILES EAST OF SAFFORD, 14.5 MILES WEST
 CY1119'SOUTHWEST OF CLIFTON ON THE NORTH SIDE OF U.S. HWY. 666 ON A
 CY1119'ROCKY BLUFF.
 CY1119'
 CY1119'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED THUMB 1976 AND
 CY1119'IS EPOXIED IN A DRILL HOLE IN A ROCK.  STATION IS 180 FEET NORTH
 CY1119'OF HWY. CENTERLINE LOCATED ON A ROCKY BLUFF MARKED WITH A WITNESS
 CY1119'POST AND SIGN 7 FEET NORTH.
 CY1119'
 CY1119'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED THUMB RM
 CY1119'1 1976 AND IS EPOXIED TO GRANITE BEDROCK.
 CY1119'
 CY1119'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED THUMB RM
 CY1119'2 1976 AND IS EPOXIED TO A ROCK LEDGE.
 CY1119'
 CY1119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1119'10 MILES EAST OF SAFFORD, GO EAST ON U.S. 666 TO MILE POST
 CY1119'143.61 AND STATION ON THE LEFT (NORTH) ABOVE A ROCKY BLUFF.
 CY1119'
 CY1119'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0990 ***********************************************************************
 ET0990  DESIGNATION -  THUMB BUTTE
 ET0990  PID         -  ET0990
 ET0990  STATE/COUNTY-  AZ/YAVAPAI
 ET0990  USGS QUAD   -  IRON SPRINGS (1979)
 ET0990
 ET0990                         *CURRENT SURVEY CONTROL
 ET0990  ___________________________________________________________________
 ET0990* NAD 83(1992)-  34 32 48.29547(N)    112 31 10.56183(W)     ADJUSTED  
 ET0990* NAVD 88     -      1989.     (meters)    6526.     (feet)  SCALED    
 ET0990  ___________________________________________________________________
 ET0990  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 ET0990  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0990  HORZ ORDER  -  THIRD
 ET0990
 ET0990.The horizontal coordinates were established by classical geodetic methods
 ET0990.and adjusted by the National Geodetic Survey in August 1993.
 ET0990
 ET0990.The orthometric height was scaled from a topographic map.
 ET0990
 ET0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0990
 ET0990.The geoid height was determined by GEOID03.
 ET0990
 ET0990;                    North         East     Units Scale Factor Converg.
 ET0990;SPC AZ C     -   393,462.282   158,022.662   MT  0.99993773   -0 20 30.9
 ET0990;SPC AZ C     - 1,290,886.75    518,447.05   iFT  0.99993773   -0 20 30.9
 ET0990;UTM  12      - 3,823,829.781   360,567.778   MT  0.99983963   -0 51 42.7
 ET0990
 ET0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0990!SPC AZ C     -   0.99969204  x   0.99993773  =   0.99962979
 ET0990!UTM  12      -   0.99969204  x   0.99983963  =   0.99953172
 ET0990
 ET0990                          SUPERSEDED SURVEY CONTROL
 ET0990
 ET0990  NAD 83(1986)-  34 32 48.29276(N)    112 31 10.56182(W) AD(       ) 3
 ET0990  NAD 27      -  34 32 48.16972(N)    112 31 07.95270(W) AD(       ) 3
 ET0990
 ET0990.Superseded values are not recommended for survey control.
 ET0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0990.See file dsdata.txt to determine how the superseded data were derived.
 ET0990
 ET0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6056823830(NAD 83)
 ET0990_MARKER: DD = SURVEY DISK
 ET0990_SETTING: 80 = SET IN A BOULDER
 ET0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0990+STABILITY: SURFACE MOTION
 ET0990
 ET0990  HISTORY     - Date     Condition        Report By
 ET0990  HISTORY     - 1935     MONUMENTED       USFS
 ET0990  HISTORY     - 1960     GOOD             CGS
 ET0990
 ET0990                          STATION DESCRIPTION
 ET0990
 ET0990'DESCRIBED BY US FOREST SERVICE 1935
 ET0990'STATION IS ON VERY PROMINENT BUTTE WHICH HAS THE RESEMBLANCE
 ET0990'OF A HUGE THUMB POINTING SKYWARD (A LOCAL LANDMARK), 2.8 MILES
 ET0990'(AIR LINE) WESTERLY FROM PRESCOTT, ARIZONA.
 ET0990'
 ET0990'STATION MARK IS A STANDARD U.S.F.S. TABLET IN LARGE GRANITE
 ET0990'BOULDER.  STAMPED THUMB BUTTE 1935.
 ET0990'
 ET0990'TO REACH STATION FROM PRESCOTT, TAKE THE THUMB BUTTE
 ET0990'ROAD WESTERLY 4 MILES TO CCC CAMP, THENCE BLAZED TRAIL TO THE
 ET0990'S SIDE OF THE BUTTE AND FROM THERE CLIMB TO TOP AND STATION.
 ET0990'ABOUT 3/4 HOURS CLIMB.
 ET0990'
 ET0990'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 5-FOOT
 ET0990'WHITEWASHED ROCK CAIRN.
 ET0990
 ET0990                          STATION RECOVERY (1960)
 ET0990
 ET0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 ET0990'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0913 ***********************************************************************
 DW0913  DESIGNATION -  THUMB PEAK
 DW0913  PID         -  DW0913
 DW0913  STATE/COUNTY-  AZ/YUMA
 DW0913  USGS QUAD   -  SLUMGULLION PASS (1990)
 DW0913
 DW0913                         *CURRENT SURVEY CONTROL
 DW0913  ___________________________________________________________________
 DW0913* NAD 83(1992)-  33 03 07.13653(N)    114 06 22.65467(W)     ADJUSTED  
 DW0913* NAVD 88     -              **(meters)            **(feet)            
 DW0913  ___________________________________________________________________
 DW0913  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DW0913  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DW0913  HORZ ORDER  -  THIRD
 DW0913
 DW0913.The horizontal coordinates were established by classical geodetic methods
 DW0913.and adjusted by the National Geodetic Survey in August 1993.
 DW0913
 DW0913
 DW0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0913
 DW0913.The geoid height was determined by GEOID03.
 DW0913
 DW0913;                    North         East     Units Scale Factor Converg.
 DW0913;SPC AZ W     -   227,580.079   180,084.947   MT  0.99994698   -0 11 39.6
 DW0913;SPC AZ W     -   746,653.80    590,829.88   iFT  0.99994698   -0 11 39.6
 DW0913;UTM  11      - 3,660,773.112   770,206.315   MT  1.00050032   +1 34 45.1
 DW0913
 DW0913                          SUPERSEDED SURVEY CONTROL
 DW0913
 DW0913  NAD 83(1986)-  33 03 07.13296(N)    114 06 22.66000(W) AD(       ) 4
 DW0913  NAD 27      -  33 03 06.99200(N)    114 06 19.88400(W) AD(       ) 3
 DW0913
 DW0913.Superseded values are not recommended for survey control.
 DW0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0913.See file dsdata.txt to determine how the superseded data were derived.
 DW0913
 DW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS7020660773(NAD 83)
 DW0913
 DW0913  HISTORY     - Date     Condition        Report By
 DW0913  HISTORY     - 1949     FIRST OBSERVED   CGS
 DW0913
 DW0913                          STATION DESCRIPTION
 DW0913
 DW0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0913'STATION IS THE TOP AND CENTER OF THE PINNACLE ON A LONG RIDGE
 DW0913'LOCATED ABOUT 24 MILES NORTH-NORTHWEST OF ROLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2218 ***********************************************************************
 DU2218  DESIGNATION -  THUNDER
 DU2218  PID         -  DU2218
 DU2218  STATE/COUNTY-  AZ/MARICOPA
 DU2218  USGS QUAD   -  CURRYS CORNER (1982)
 DU2218
 DU2218                         *CURRENT SURVEY CONTROL
 DU2218  ___________________________________________________________________
 DU2218* NAD 83(1992)-  33 41 55.09513(N)    111 55 31.76955(W)     ADJUSTED  
 DU2218* NAVD 88     -       560.79   (+/-2cm)    1839.9    (feet)  VERTCON   
 DU2218  ___________________________________________________________________
 DU2218  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DU2218  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DU2218  HORZ ORDER  -  THIRD
 DU2218  VERT ORDER  -  THIRD ? (See Below)
 DU2218
 DU2218.The horizontal coordinates were established by classical geodetic methods
 DU2218.and adjusted by the National Geodetic Survey in August 1993.
 DU2218
 DU2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2218.The vertical order pertains to the NGVD 29 superseded value.
 DU2218
 DU2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2218
 DU2218.The geoid height was determined by GEOID03.
 DU2218
 DU2218;                    North         East     Units Scale Factor Converg.
 DU2218;SPC AZ C     -   299,230.203   212,541.930   MT  0.99990001   -0 00 17.6
 DU2218;SPC AZ C     -   981,726.39    697,316.04   iFT  0.99990001   -0 00 17.6
 DU2218;UTM  12      - 3,729,126.676   414,230.784   MT  0.99969069   -0 30 48.7
 DU2218
 DU2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2218!SPC AZ C     -   0.99991655  x   0.99990001  =   0.99981657
 DU2218!UTM  12      -   0.99991655  x   0.99969069  =   0.99960727
 DU2218
 DU2218:                Primary Azimuth Mark                     Grid Az
 DU2218:SPC AZ C     -  THUNDER AZ MK                            176 25 58.1
 DU2218:UTM  12      -  THUNDER AZ MK                            176 56 29.2
 DU2218
 DU2218|---------------------------------------------------------------------|
 DU2218| PID    Reference Object                     Distance      Geod. Az  |
 DU2218|                                                           dddmmss.s |
 DU2218| CH5565 THUNDER AZ MK                                      1762540.5 |
 DU2218| CH5566 THUNDER RM 1                         10.535 METERS 25849     |
 DU2218| CH5568 THUNDER RM 3                                       2724629.3 |
 DU2218| CH5567 THUNDER RM 2                         17.820 METERS 35529     |
 DU2218|---------------------------------------------------------------------|
 DU2218
 DU2218                          SUPERSEDED SURVEY CONTROL
 DU2218
 DU2218  NAD 83(1986)-  33 41 55.09090(N)    111 55 31.77324(W) AD(       ) 3
 DU2218  NAD 27      -  33 41 54.94800(N)    111 55 29.25100(W) AD(       ) 3
 DU2218  NGVD 29 (07/19/86)  560.22   (m)         1838.0    (f) LEVELING    3  
 DU2218
 DU2218.Superseded values are not recommended for survey control.
 DU2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2218.See file dsdata.txt to determine how the superseded data were derived.
 DU2218
 DU2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1423129127(NAD 83)
 DU2218_MARKER: DS = TRIANGULATION STATION DISK
 DU2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2218
 DU2218  HISTORY     - Date     Condition        Report By
 DU2218  HISTORY     - 1947     MONUMENTED       CGS
 DU2218  HISTORY     - 1974     GOOD             NGS
 DU2218  HISTORY     - 1976     MARK NOT FOUND   NGS
 DU2218  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 DU2218  HISTORY     - 20070713 MARK NOT FOUND   GEOCAC
 DU2218
 DU2218                          STATION DESCRIPTION
 DU2218
 DU2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2218'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF PHOENIX
 DU2218'AND 14 MILE NORTH OF SCOTTSDALE IN THE FLAT AREA WEST OF THE
 DU2218'MC DOWELL MOUNTAINS.  THE STATION MARK IS A BRONZE DISK SET
 DU2218'12 PACES WEST OF THE CENTERLINE OF A ROAD, 11 PACES SOUTHWEST
 DU2218'OF A CATTLE GUARD, 4 PACES NORTHWEST OF A FENCE CORNER AND 3
 DU2218'PACES NORTH OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS
 DU2218'STAMPED, THUNDER 1947.
 DU2218'
 DU2218'REFERENCE MARK NO. 1 IS A BRONZE DISK SET 8 INCHES LOWER THAN
 DU2218'THE STATION MARK, 2 FEET NORTH OF A FENCE LINE, PROJECTS 2
 DU2218'INCHES AND IS STAMPED, THUNDER NO 1 1947.
 DU2218'
 DU2218'REFERENCE MARK NO. 2 IS A BRONZE DISK SET AT THE SAME ELEVATION
 DU2218'AS THE STATION MARK, 11 PACES NORTHWEST OF A CATTLE GUARD,
 DU2218'PROJECTS 2 INCHES AND IS STAMPED, THUNDER NO 2 1947.
 DU2218'
 DU2218'THE AZIMUTH MARK IS A BRONZE DISK SET 15 PACES EAST OF CENTER
 DU2218'LINE OF ROAD, PROJECTS 6 INCHES AND IS STAMPED, THUNDER 1947.
 DU2218'
 DU2218'TO REACH THE STATION FROM THE POST OFFICE IN SCOTTSDALE.  GO
 DU2218'NORTH 13.8 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE 0.3 MILE
 DU2218'NORTH TO BUILDINGS ON RIGHT AND A CATTLE GUARD AND THE STATION
 DU2218'ON LEFT.  A DRIVE STATION.
 DU2218
 DU2218                          STATION RECOVERY (1974)
 DU2218
 DU2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DU2218'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 DU2218'GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY ROAD
 DU2218'CONSTRUCTION.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DU2218'
 DU2218'THE STATION MARK IS A STANDARD DISK STAMPED, THUNDER 1947.  IT
 DU2218'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 DU2218'FLUSH WITH THE GROUND SURFACE.  IT IS IN THE SOUTHWEST ANGLE
 DU2218'OF THE INTERSECTION OF SCOTTSDALE ROAD AND PINNACLE PEAK ROAD.
 DU2218'IT IS 39 FEET WEST OF THE CENTER LINE OF SCOTTSDALE ROAD, 22
 DU2218'FEET SOUTH OF THE CENTER OF PINNACLE PEAK ROAD, 6 FEET SOUTHWEST
 DU2218'OF A STOP SIGN AND 44 FEET EAST OF A CATTLE GUARD OVER PINNACLE
 DU2218'PEAK ROAD.
 DU2218'
 DU2218'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, THUNDER NO 1 1947.
 DU2218'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 DU2218'ABOUT 1/2 INCH.  IT IS 28 FEET SOUTH OF PINNACLE PEAK ROAD, 19
 DU2218'FEET EAST OF A RAILROAD TIE FENCE CORNER AND 18 FEET SOUTHEAST
 DU2218'OF THE CATTLE GUARD.
 DU2218'
 DU2218'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, THUNDER NO 2
 DU2218'1947.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2218'PROJECTS ABOUT 2 INCHES.  IT IS 34 FEET NORTH OF PINNACLE PEAK
 DU2218'ROAD, 18 FEET NORTHWEST OF A JUNCTION POWER POLE NUMBER 10 T,
 DU2218'8 FEET SOUTHEAST OF A RAILROAD TIE FENCE CORNER AND 5 FEET
 DU2218'SOUTHEAST OF A BELL SYSTEM REPAIR BOX.
 DU2218'
 DU2218'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, THUNDER 1947 NO
 DU2218'3 1974.  IT IS 1/4 MILE WEST OF THE STATION ALONG PINNACLE PEAK
 DU2218'ROAD, AT ENTRANCE TO STEPHEYS SHOTYARD (TRAPSHOOTING).  IT IS
 DU2218'41 FEET WEST OF THE ENTRANCE ROAD, 37 FEET NORTH OF THE CENTER OF
 DU2218'PINNACLE PEAK ROAD, 5 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 DU2218'SOUTH OF THE SOUTH LEG OF A SIGN AND 1 FOOT EAST OF A WITNESS
 DU2218'POST AND SIGN.
 DU2218'
 DU2218'TO REACH THE STATION FROM SCOTTSDALE, GO NORTH ALONG SCOTTSDALE
 DU2218'ROAD FOR ABOUT 13-1/2 MILES TO RAWHIDE ON THE RIGHT, CONTINUE
 DU2218'NORTH FOR 1/4 MILE TO PINNACLE PEAK ROAD AND THE STATION ON
 DU2218'THE LEFT.
 DU2218'
 DU2218'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2218'
 DU2218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2 MILES
 DU2218'NORTH OF SCOTTSDALE
 DU2218
 DU2218                          STATION RECOVERY (1976)
 DU2218
 DU2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DU2218'DESTROYED, REFERENCE MARKS NOT FOUND.
 DU2218'
 DU2218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES NORTH
 DU2218'OF SCOTTSDALE.
 DU2218
 DU2218                          STATION RECOVERY (2003)
 DU2218
 DU2218'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 DU2218'MARK WAS NOT RECOVERED.  A PAVED ROAD NOW COVERS THE MARK.
 DU2218
 DU2218                          STATION RECOVERY (2007)
 DU2218
 DU2218'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2218'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2218'MARK. BOTH ROADS HAVE BEEN WIDENED, AND THE DESCRIBED LOCATION IS NOW
 DU2218'INSIDE THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1257 ***********************************************************************
 CY1257  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1257  DESIGNATION -  TIDWELL
 CY1257  PID         -  CY1257
 CY1257  STATE/COUNTY-  AZ/GRAHAM
 CY1257  USGS QUAD   -  SAFFORD (1985)
 CY1257
 CY1257                         *CURRENT SURVEY CONTROL
 CY1257  ___________________________________________________________________
 CY1257* NAD 83(1992)-  32 50 12.57249(N)    109 38 20.41881(W)     ADJUSTED  
 CY1257* NAVD 88     -       956.49   (meters)    3138.1    (feet)  GPS OBS   
 CY1257  ___________________________________________________________________
 CY1257  X           -  -1,803,168.346 (meters)                     COMP
 CY1257  Y           -  -5,052,997.039 (meters)                     COMP
 CY1257  Z           -   3,439,271.755 (meters)                     COMP
 CY1257  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CY1257  ELLIP HEIGHT-         929.736 (meters)          (01/22/07) ADJUSTED
 CY1257  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY1257  HORZ ORDER  -  B
 CY1257  ELLP ORDER  -  FOURTH    CLASS I
 CY1257
 CY1257.The horizontal coordinates were established by GPS observations
 CY1257.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY1257
 CY1257.The orthometric height was determined by GPS observations and a
 CY1257.high-resolution geoid model.
 CY1257.The orthometric height was determined by GPS observations and a
 CY1257.high-resolution geoid model using precise GPS observation and
 CY1257.processing techniques.
 CY1257
 CY1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1257
 CY1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1257
 CY1257.The ellipsoidal height was determined by GPS observations
 CY1257.and is referenced to NAD 83.
 CY1257
 CY1257.The geoid height was determined by GEOID03.
 CY1257
 CY1257;                    North         East     Units Scale Factor Converg.
 CY1257;SPC AZ E     -   203,780.173   262,757.577   MT  0.99993008   +0 17 10.1
 CY1257;SPC AZ E     -   668,570.12    862,065.54   iFT  0.99993008   +0 17 10.1
 CY1257;UTM  12      - 3,634,018.093   627,376.948   MT  0.99980006   +0 44 17.1
 CY1257
 CY1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1257!SPC AZ E     -   0.99985405  x   0.99993008  =   0.99978414
 CY1257!UTM  12      -   0.99985405  x   0.99980006  =   0.99965414
 CY1257
 CY1257|---------------------------------------------------------------------|
 CY1257| PID    Reference Object                     Distance      Geod. Az  |
 CY1257|                                                           dddmmss.s |
 CY1257| CS6071 TIDWELL RM 1                         12.300 METERS 10438     |
 CY1257| CS6072 TIDWELL RM 2                         12.168 METERS 28442     |
 CY1257|---------------------------------------------------------------------|
 CY1257
 CY1257                          SUPERSEDED SURVEY CONTROL
 CY1257
 CY1257  NAD 83(1992)-  32 50 12.57163(N)    109 38 20.41688(W) AD(       ) 2
 CY1257  NAD 83(1986)-  32 50 12.56436(N)    109 38 20.41444(W) AD(       ) 2
 CY1257  NGVD 29 (06/21/91)  955.6    (m)         3135.     (f) VERT ANG    3  
 CY1257
 CY1257.Superseded values are not recommended for survey control.
 CY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1257.See file dsdata.txt to determine how the superseded data were derived.
 CY1257
 CY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2737734018(NAD 83)
 CY1257_MARKER: DS = TRIANGULATION STATION DISK
 CY1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY1257_STAMPING: TIDWELL 1985
 CY1257_MARK LOGO: AZDT  
 CY1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1257+STABILITY: SURFACE MOTION
 CY1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1257+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY1257
 CY1257  HISTORY     - Date     Condition        Report By
 CY1257  HISTORY     - 1985     MONUMENTED       AZDT
 CY1257  HISTORY     - 20060608 GOOD             GEOANA
 CY1257  HISTORY     - 20060608 GOOD             GEOANA
 CY1257
 CY1257                          STATION DESCRIPTION
 CY1257
 CY1257'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY1257'THE STATION IS ABOUT 5 MILES NORTHEAST OF SAFFORD AND 1 MILE NORTH OF
 CY1257'SOLOMON.
 CY1257'
 CY1257'THE STATION MARK IS AN AZDT DISK STAMPED---TIDWELL 1985---.  IT IS SET
 CY1257'IN TOP OF A 10 INCH CONCRETE MONUMENT 95 FEET SOUTH OF THE CENTER OF
 CY1257'THE TRACK ROAD, 49 FEET NORTH OF THE SOUTH EDGE OF THE MESA AND 3 FEET
 CY1257'NORTH OF THE WITNESS POST.
 CY1257'
 CY1257'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TIDWELL RM 1 1985---.  IT
 CY1257'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1257'
 CY1257'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TIDWELL RM 2 1985---.  IT
 CY1257'IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY1257'
 CY1257'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL WEST ALONG
 CY1257'U.S. HIGHWAY 70 FOR 0.2 MILE TO A TRAFFIC LIGHT.  TURN RIGHT AND
 CY1257'TRAVEL NORTH ALONG EIGHTH AVENUE FOR 1.55 MILES TO A FORK.  TAKE THE
 CY1257'RIGHT FORK EAST ALONG THE AIRPORT ROAD FOR 4.3 MILES TO A CROSS
 CY1257'ROAD.  TURN RIGHT ALONG BLADED ROAD FOR 0.1 MILE TO A TRACK ROAD ON
 CY1257'THE RIGHT AT EDGE OF MESA.  TURN RIGHT AND TRAVEL SOUTHWEST FOR 0.4
 CY1257'MILE TO EDGE OF MESA, BARE RIGHT AND TRAVEL WEST ON TRACK ROAD FOR
 CY1257'0.15 MILE TO THE STATION ON THE LEFT.
 CY1257
 CY1257                          STATION RECOVERY (2006)
 CY1257
 CY1257'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (TDA)
 CY1257'RECOVERED AS DESCRIBED.
 CY1257
 CY1257                          STATION RECOVERY (2006)
 CY1257
 CY1257'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (TDA)
 CY1257'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2177 ***********************************************************************
 DV2177  DESIGNATION -  TIE
 DV2177  PID         -  DV2177
 DV2177  STATE/COUNTY-  AZ/MARICOPA
 DV2177  USGS QUAD   -  WITTMANN (1981)
 DV2177
 DV2177                         *CURRENT SURVEY CONTROL
 DV2177  ___________________________________________________________________
 DV2177* NAD 83(1992)-  33 51 48.55671(N)    112 37 10.17123(W)     ADJUSTED  
 DV2177* NAVD 88     -       620.96   (+/-2cm)    2037.3    (feet)  VERTCON   
 DV2177  ___________________________________________________________________
 DV2177  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 DV2177  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV2177  HORZ ORDER  -  SECOND
 DV2177  VERT ORDER  -  THIRD ? (See Below)
 DV2177
 DV2177.The horizontal coordinates were established by classical geodetic methods
 DV2177.and adjusted by the National Geodetic Survey in August 1993.
 DV2177
 DV2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2177.The vertical order pertains to the NGVD 29 superseded value.
 DV2177
 DV2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2177
 DV2177.The geoid height was determined by GEOID03.
 DV2177
 DV2177;                    North         East     Units Scale Factor Converg.
 DV2177;SPC AZ C     -   317,735.538   148,331.829   MT  0.99995211   -0 23 29.9
 DV2177;SPC AZ C     - 1,042,439.43    486,652.98   iFT  0.99995211   -0 23 29.9
 DV2177;UTM  12      - 3,748,199.848   350,196.986   MT  0.99987665   -0 54 09.3
 DV2177
 DV2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2177!SPC AZ C     -   0.99990718  x   0.99995211  =   0.99985930
 DV2177!UTM  12      -   0.99990718  x   0.99987665  =   0.99978384
 DV2177
 DV2177:                Primary Azimuth Mark                     Grid Az
 DV2177:SPC AZ C     -  ORION                                    065 02 40.4
 DV2177:UTM  12      -  ORION                                    065 33 19.8
 DV2177
 DV2177|---------------------------------------------------------------------|
 DV2177| PID    Reference Object                     Distance      Geod. Az  |
 DV2177|                                                           dddmmss.s |
 DV2177| DV2166 ORION                               APPROX. 4.0 KM 0643910.5 |
 DV2177| CH5569 TIE RM 1                              5.520 METERS 09433     |
 DV2177| CH5570 TIE RM 2                              5.027 METERS 29634     |
 DV2177|---------------------------------------------------------------------|
 DV2177
 DV2177                          SUPERSEDED SURVEY CONTROL
 DV2177
 DV2177  NAD 83(1986)-  33 51 48.55390(N)    112 37 10.17506(W) AD(       ) 2
 DV2177  NAD 27      -  33 51 48.42975(N)    112 37 07.53675(W) AD(       ) 2
 DV2177  NGVD 29 (07/19/86)  620.32   (m)         2035.2    (f) LEVELING    3  
 DV2177
 DV2177.Superseded values are not recommended for survey control.
 DV2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2177.See file dsdata.txt to determine how the superseded data were derived.
 DV2177
 DV2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5019748200(NAD 83)
 DV2177_MARKER: DD = SURVEY DISK
 DV2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2177+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV2177
 DV2177  HISTORY     - Date     Condition        Report By
 DV2177  HISTORY     - 1976     MONUMENTED       AZDT
 DV2177  HISTORY     - 19990107 GOOD             USPSQD
 DV2177  HISTORY     - 20000109 GOOD             USPSQD
 DV2177  HISTORY     - 20071005 GOOD             GEOCAC
 DV2177  HISTORY     - 20080427 GOOD             GEOCAC
 DV2177
 DV2177                          STATION DESCRIPTION
 DV2177
 DV2177'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DV2177'THE STATION IS ABOUT 0.8 MILE NORTHEAST OF MORRISTOWN ALONG THE
 DV2177'NORTHEAST R/W OF STATE HWY. 74, ATOP A 25 FOOT CUTBANK.
 DV2177'
 DV2177'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED TIE 1976 AND
 DV2177'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 6 INCHES
 DV2177'ABOVE GROUND.  THE STATION IS THE LEFT R/W 3 FEET INSIDE THE
 DV2177'FENCE LINE AND ABOUT 75 FEET NORTHEAST OF EDGE OF CUTBANK, MARKED
 DV2177'WITH A WITNESS POST AND SIGN.
 DV2177'
 DV2177'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED TIE RM 1
 DV2177'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 DV2177'3 INCHES.  THE MARK IS 1 FOOT SOUTH OF R/W FENCE.
 DV2177'
 DV2177'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED TIE RM 2
 DV2177'1976 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 3
 DV2177'INCHES AND IS 6 FEET NORTH OF THE R/W FENCE.
 DV2177'
 DV2177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60 AND STATE
 DV2177'HWY. 74, 0.8 MILE NORTHWEST OF MORRISTOWN, GO EAST ON HWY. 74 FOR
 DV2177'0.84 MILE TO STATION ON THE LEFT ATOP A 25 FOOT CUTBANK.
 DV2177'
 DV2177'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DV2177
 DV2177                          STATION RECOVERY (1999)
 DV2177
 DV2177'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV2177'RECOVERED IN GOOD CONDITION.
 DV2177
 DV2177                          STATION RECOVERY (2000)
 DV2177
 DV2177'RECOVERY NOTE BY US POWER SQUADRON 2000
 DV2177'RECOVERED IN GOOD CONDITION.
 DV2177
 DV2177                          STATION RECOVERY (2007)
 DV2177
 DV2177'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2177'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2177'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 DV2177'THE STATION MARK IS 3.2 FEET SOUTH OF A WITNESS POST AND REFERENCE
 DV2177'MARK 2 IS DATED 1964.
 DV2177
 DV2177                          STATION RECOVERY (2008)
 DV2177
 DV2177'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2177'RECOVERED AS DESCRIBED, IN GOOD CONDITION. RM 2 IS SIX INCHES (NOT SIX
 DV2177'FEET) NORTH OF THE R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0483 ***********************************************************************
 GP0483  DESIGNATION -  TIE
 GP0483  PID         -  GP0483
 GP0483  STATE/COUNTY-  AZ/COCONINO
 GP0483  USGS QUAD   -  THE GAP (1981)
 GP0483
 GP0483                         *CURRENT SURVEY CONTROL
 GP0483  ___________________________________________________________________
 GP0483* NAD 83(1992)-  36 17 27.34252(N)    111 27 54.26223(W)     ADJUSTED  
 GP0483* NAVD 88     -      1709.9    (meters)    5610.     (feet)  VERTCON   
 GP0483  ___________________________________________________________________
 GP0483  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GP0483  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GP0483  HORZ ORDER  -  SECOND
 GP0483
 GP0483.The horizontal coordinates were established by classical geodetic methods
 GP0483.and adjusted by the National Geodetic Survey in August 1993.
 GP0483
 GP0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0483
 GP0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0483
 GP0483.The geoid height was determined by GEOID03.
 GP0483
 GP0483;                    North         East     Units Scale Factor Converg.
 GP0483;SPC AZ C     -   586,886.198   253,923.357   MT  0.99992027   +0 16 02.3
 GP0483;SPC AZ C     - 1,925,479.65    833,081.88   iFT  0.99992027   +0 16 02.3
 GP0483;UTM  12      - 4,016,317.779   458,238.447   MT  0.99962149   -0 16 31.0
 GP0483
 GP0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0483!SPC AZ C     -   0.99973533  x   0.99992027  =   0.99965562
 GP0483!UTM  12      -   0.99973533  x   0.99962149  =   0.99935692
 GP0483
 GP0483|---------------------------------------------------------------------|
 GP0483| PID    Reference Object                     Distance      Geod. Az  |
 GP0483|                                                           dddmmss.s |
 GP0483| CR7957 TIE RM 1                              3.266 METERS 12304     |
 GP0483| CR7958 TIE RM 2                              3.076 METERS 20937     |
 GP0483| GP0490 GOAT                                APPROX. 6.9 KM 3311313.3 |
 GP0483|---------------------------------------------------------------------|
 GP0483
 GP0483                          SUPERSEDED SURVEY CONTROL
 GP0483
 GP0483  NAD 83(1986)-  36 17 27.34231(N)    111 27 54.26198(W) AD(       ) 2
 GP0483  NGVD 29 (07/12/88) 1709.0    (m)         5607.     (f) VERT ANG    3  
 GP0483
 GP0483.Superseded values are not recommended for survey control.
 GP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0483.See file dsdata.txt to determine how the superseded data were derived.
 GP0483
 GP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5823816318(NAD 83)
 GP0483_MARKER: DS = TRIANGULATION STATION DISK
 GP0483_SETTING: 66 = SET IN ROCK OUTCROP
 GP0483_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0483+STABILITY: POSITION/ELEVATION WELL
 GP0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0483+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2008
 GP0483
 GP0483  HISTORY     - Date     Condition        Report By
 GP0483  HISTORY     - 1954     MONUMENTED       USGS
 GP0483  HISTORY     - 1983     GOOD             AZDT
 GP0483  HISTORY     - 20080308 GOOD             INDIV
 GP0483
 GP0483                          STATION DESCRIPTION
 GP0483
 GP0483'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0483'THE STATION IS LOCATED 30 MILES NORTH OF CAMERON, 1-1/2 MILES NORTH OF
 GP0483'THE GAP TRADING POST, 1/2 MILE EAST OF U.S. HIGHWAY 89 ON THE HIGHEST
 GP0483'POINT OF THE SOUTHERN SECTION OF THE RIDGE.
 GP0483'
 GP0483'THE STATION MARK IS A USGS STANDARD DISK STAMPED---BM TIE 1955---.  IT
 GP0483'IS SET IN A DRILL HOLE IN SANDSTONE.
 GP0483'
 GP0483'REFERENCE MARK 1 IS A USGS DISK STAMPED---NO 1---.  IT IS SET IN A
 GP0483'DRILL HOLE IN SANDSTONE.
 GP0483'
 GP0483'REFERENCE MARK 2 IS A USGS DISK STAMPED---NO 2---.  IT IS SET IN A
 GP0483'DRILL HOLE IN SANDSTONE.
 GP0483'
 GP0483'TO REACH THE STATION FROM PAGE TRAVEL SOUTH ALONG U.S. HIGHWAY 89 FOR
 GP0483'50 MILES TO THE GAP TRADING POST, CONTINUE SOUTH ALONG U.S. 89 FOR 1.6
 GP0483'MILES TO A TRAIL ROAD ON THE RIGHT THAT LEADS INTO A WASH.  TURN RIGHT
 GP0483'PASSING THROUGH A GATE AND CROSS WASH FOR 0.3 MILE TO A FORK AT A
 GP0483'DOUBLE HIGHLINE.  TAKE RIGHT FORK WEST FOR 0.1 MILE TO A DOUBLE POLE
 GP0483'LINE.  CONTINUE UP HILL WEST FOR 0.3 MILE TO SECOND HIGHLINE, CONTINUE
 GP0483'WEST FOR 0.3 MILE TO THE THIRD HIGHLINE.  TURN RIGHT AND TRAVEL
 GP0483'NORTHEAST 0.4 MILE TO A TRAIL ON THE LEFT.  TURN LEFT AND TRAVEL WEST
 GP0483'FOR 0.3 MILE TO WEST END OF RIDGE AND DIM TRACKS ON LEFT THAT LEADS TO
 GP0483'SANDSTONE OUTCROP AND STATION ON THE RIGHT.
 GP0483
 GP0483                          STATION RECOVERY (2008)
 GP0483
 GP0483'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MWD)
 GP0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1159 ***********************************************************************
 CG1159  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1159  DESIGNATION -  TIGER
 CG1159  PID         -  CG1159
 CG1159  STATE/COUNTY-  AZ/COCHISE
 CG1159  USGS QUAD   -  NICKSVILLE (1983)
 CG1159
 CG1159                         *CURRENT SURVEY CONTROL
 CG1159  ___________________________________________________________________
 CG1159* NAD 83(2007)-  31 22 46.83718(N)    110 10 05.86079(W)     ADJUSTED  
 CG1159* NAVD 88     -      1350.43   (meters)    4430.5    (feet)  GPS OBS   
 CG1159  ___________________________________________________________________
 CG1159  EPOCH DATE  -        2007.00
 CG1159  X           -  -1,879,499.589 (meters)                     COMP
 CG1159  Y           -  -5,117,066.384 (meters)                     COMP
 CG1159  Z           -   3,302,593.145 (meters)                     COMP
 CG1159  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CG1159  ELLIP HEIGHT-        1322.362 (meters)          (02/10/07) ADJUSTED
 CG1159  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG1159
 CG1159  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1159  Type    PID    Designation                      North   East  Ellip
 CG1159  -------------------------------------------------------------------
 CG1159  NETWORK CG1159 TIGER                             1.63   1.35   4.66
 CG1159  -------------------------------------------------------------------
 CG1159
 CG1159.The horizontal coordinates were established by GPS observations
 CG1159.and adjusted by the National Geodetic Survey in February 2007.
 CG1159
 CG1159.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1159.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1159.The horizontal coordinates are valid at the epoch date displayed above.
 CG1159.The epoch date for horizontal control is a decimal equivalence
 CG1159.of Year/Month/Day.
 CG1159
 CG1159.The orthometric height was determined by GPS observations and a
 CG1159.high-resolution geoid model.
 CG1159.The orthometric height was determined by GPS observations and a
 CG1159.high-resolution geoid model using precise GPS observation and
 CG1159.processing techniques.
 CG1159
 CG1159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1159
 CG1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1159
 CG1159.The ellipsoidal height was determined by GPS observations
 CG1159.and is referenced to NAD 83.
 CG1159
 CG1159.The geoid height was determined by GEOID03.
 CG1159
 CG1159;                    North         East     Units Scale Factor Converg.
 CG1159;SPC AZ E     -    42,091.618   213,205.154   MT  0.99990000   -0 00 03.1
 CG1159;SPC AZ E     -   138,095.86    699,491.98   iFT  0.99990000   -0 00 03.1
 CG1159;UTM  12      - 3,471,979.819   579,084.586   MT  0.99967714   +0 25 59.1
 CG1159
 CG1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1159!SPC AZ E     -   0.99979240  x   0.99990000  =   0.99969242
 CG1159!UTM  12      -   0.99979240  x   0.99967714  =   0.99946960
 CG1159
 CG1159|---------------------------------------------------------------------|
 CG1159| PID    Reference Object                     Distance      Geod. Az  |
 CG1159|                                                           dddmmss.s |
 CG1159| CS5462 TIGER RM 1                           10.560 METERS 09035     |
 CG1159| CS5463 TIGER RM 2                           10.188 METERS 26916     |
 CG1159|---------------------------------------------------------------------|
 CG1159
 CG1159                          SUPERSEDED SURVEY CONTROL
 CG1159
 CG1159  NAD 83(1992)-  31 22 46.83707(N)    110 10 05.86050(W) AD(       ) B
 CG1159  ELLIP H (08/22/05) 1322.377  (m)                       GP(       ) 4 2
 CG1159  NAD 83(1992)-  31 22 46.84034(N)    110 10 05.86061(W) AD(       ) 2
 CG1159  NAD 83(1986)-  31 22 46.83168(N)    110 10 05.84901(W) AD(       ) 2
 CG1159  NGVD 29 (03/13/91) 1348.1    (m)         4423.     (f) VERT ANG    3  
 CG1159
 CG1159.Superseded values are not recommended for survey control.
 CG1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1159.See file dsdata.txt to determine how the superseded data were derived.
 CG1159
 CG1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7908571980(NAD 83)
 CG1159_MARKER: DS = TRIANGULATION STATION DISK
 CG1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1159_STAMPING: NONE
 CG1159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1159+STABILITY: SURFACE MOTION
 CG1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1159+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 CG1159
 CG1159  HISTORY     - Date     Condition        Report By
 CG1159  HISTORY     - 1982     MONUMENTED       AZDT
 CG1159  HISTORY     - 20010419 GOOD             NGS
 CG1159  HISTORY     - 20040429 GOOD             AZ-003
 CG1159
 CG1159                          STATION DESCRIPTION
 CG1159
 CG1159'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CG1159'THE STATION IS LOCATED 2-3/4 MILES WEST OF PALOMINAS ALONG STATE ROUTE
 CG1159'92.
 CG1159'
 CG1159'THE STATION MARK IS AN ADOT DISK STAMPED---TIGER 1982---SET IN
 CG1159'TOP OF A 10 INCH CONCRETE MONUMENT, 97 FEET SOUTH OF THE HIGHWAY AND
 CG1159'3 FEET NORTH OF THE RIGHT OF WAY FENCELINE.
 CG1159'
 CG1159'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---TIGER RM 1 1982---SET
 CG1159'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1159'
 CG1159'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---TIGER RM 2 1982---SET
 CG1159'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1159'
 CG1159'TO REACH THE STATION FROM THE POST OFFICE IN PALOMINAS TRAVEL WEST
 CG1159'ALONG STATE ROUTE 92 FOR 2.75 MILES TO THE STATION ON THE LEFT.
 CG1159
 CG1159                          STATION RECOVERY (2001)
 CG1159
 CG1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG1159'STATION AND REFERENCE MARKS ALL FOUND IN GOOD CONDITION.  THEY ARE AT
 CG1159'MILEPOST 337.1 OF HWY AZ 92.  STATION ONLY IS 4 FEET SOUTH OF A
 CG1159'WITNESS POST.
 CG1159
 CG1159                          STATION RECOVERY (2004)
 CG1159
 CG1159'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2004
 CG1159'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1722 ***********************************************************************
 CZ1722  DESIGNATION -  TIGER MUN TANK
 CZ1722  PID         -  CZ1722
 CZ1722  STATE/COUNTY-  AZ/PINAL
 CZ1722  USGS QUAD   -  MAMMOTH (1972)
 CZ1722
 CZ1722                         *CURRENT SURVEY CONTROL
 CZ1722  ___________________________________________________________________
 CZ1722* NAD 83(1992)-  32 42 24.52839(N)    110 41 04.69356(W)     ADJUSTED  
 CZ1722* NAVD 88     -              **(meters)            **(feet)            
 CZ1722  ___________________________________________________________________
 CZ1722  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CZ1722  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CZ1722  HORZ ORDER  -  THIRD
 CZ1722
 CZ1722.The horizontal coordinates were established by classical geodetic methods
 CZ1722.and adjusted by the National Geodetic Survey in August 1993.
 CZ1722
 CZ1722
 CZ1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1722
 CZ1722.The geoid height was determined by GEOID03.
 CZ1722
 CZ1722;                    North         East     Units Scale Factor Converg.
 CZ1722;SPC AZ C     -   189,910.967   328,868.597   MT  1.00006447   +0 39 56.8
 CZ1722;SPC AZ C     -   623,067.48  1,078,965.21   iFT  1.00006447   +0 39 56.8
 CZ1722;UTM  12      - 3,618,828.970   529,556.999   MT  0.99961077   +0 10 13.5
 CZ1722
 CZ1722                          SUPERSEDED SURVEY CONTROL
 CZ1722
 CZ1722  NAD 83(1986)-  32 42 24.52545(N)    110 41 04.69067(W) AD(       ) 4
 CZ1722
 CZ1722.Superseded values are not recommended for survey control.
 CZ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1722.See file dsdata.txt to determine how the superseded data were derived.
 CZ1722
 CZ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2955718829(NAD 83)
 CZ1722_MARKER: 51 = TANK
 CZ1722
 CZ1722  HISTORY     - Date     Condition        Report By
 CZ1722  HISTORY     - 1946     FIRST OBSERVED   USGS
 CZ1722
 CZ1722                          STATION DESCRIPTION
 CZ1722
 CZ1722'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1722'NOT OCCUPIED.
 CZ1722'
 CZ1722'LOCATED IN NORTHWEST PART OF TIGER, ON SOUTH SIDE NEAR TOP OF
 CZ1722'HILL OVERLOOKING TOWN.
 CZ1722'
 CZ1722'STATION MARK--BALL AT APEX OF CONICAL ROOF OF STEEL TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0624 ***********************************************************************
 GP0624  DESIGNATION -  TIGHT
 GP0624  PID         -  GP0624
 GP0624  STATE/COUNTY-  AZ/COCONINO
 GP0624  USGS QUAD   -  WRATHER ARCH (1985)
 GP0624
 GP0624                         *CURRENT SURVEY CONTROL
 GP0624  ___________________________________________________________________
 GP0624* NAD 83(1992)-  36 59 26.01845(N)    111 52 12.62108(W)     ADJUSTED  
 GP0624* NAVD 88     -      1709.3    (meters)    5608.     (feet)  VERTCON   
 GP0624  ___________________________________________________________________
 GP0624  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GP0624  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 GP0624  HORZ ORDER  -  THIRD
 GP0624
 GP0624.The horizontal coordinates were established by classical geodetic methods
 GP0624.and adjusted by the National Geodetic Survey in August 1993.
 GP0624
 GP0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0624
 GP0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0624
 GP0624.The geoid height was determined by GEOID03.
 GP0624
 GP0624;                    North         East     Units Scale Factor Converg.
 GP0624;SPC AZ C     -   664,423.660   217,498.619   MT  0.99990021   +0 01 40.7
 GP0624;SPC AZ C     - 2,179,867.65    713,578.15   iFT  0.99990021   +0 01 40.7
 GP0624;SPC UT S     - 3,036,012.432   467,044.808   MT  1.00004646   -0 13 36.5
 GP0624;UTM  12      - 4,094,179.052   422,565.072   MT  0.99967387   -0 31 24.9
 GP0624
 GP0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0624!SPC AZ C     -   0.99973540  x   0.99990021  =   0.99963564
 GP0624!SPC UT S     -   0.99973540  x   1.00004646  =   0.99978185
 GP0624!UTM  12      -   0.99973540  x   0.99967387  =   0.99940936
 GP0624
 GP0624:                Primary Azimuth Mark                     Grid Az
 GP0624:SPC AZ C     -  WHITE                                    220 57 21.6
 GP0624:SPC UT S     -  WHITE                                    221 12 38.8
 GP0624:UTM  12      -  WHITE                                    221 30 27.2
 GP0624
 GP0624|---------------------------------------------------------------------|
 GP0624| PID    Reference Object                     Distance      Geod. Az  |
 GP0624|                                                           dddmmss.s |
 GP0624| GP0626 WHITE                               APPROX. 5.2 KM 2205902.3 |
 GP0624|---------------------------------------------------------------------|
 GP0624
 GP0624                          SUPERSEDED SURVEY CONTROL
 GP0624
 GP0624  NAD 83(1986)-  36 59 26.01350(N)    111 52 12.62588(W) AD(       ) 3
 GP0624  NAD 27      -  36 59 26.06820(N)    111 52 09.99033(W) AD(       ) 3
 GP0624  NGVD 29 (07/19/86) 1708.3    (m)         5605.     (f) VERT ANG    3  
 GP0624
 GP0624.Superseded values are not recommended for survey control.
 GP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0624.See file dsdata.txt to determine how the superseded data were derived.
 GP0624
 GP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF2256594179(NAD 83)
 GP0624_MARKER: DD = SURVEY DISK
 GP0624_SETTING: 66 = SET IN ROCK OUTCROP
 GP0624_SP_SET: SET IN BEDROCK
 GP0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0624+STABILITY: POSITION/ELEVATION WELL
 GP0624
 GP0624  HISTORY     - Date     Condition        Report By
 GP0624  HISTORY     - 1954     MONUMENTED       USGS
 GP0624
 GP0624                          STATION DESCRIPTION
 GP0624
 GP0624'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0624'LOCATED ABOUT 21 MI NE. OF HOUSEROCK GAS STATION, 17.5 MI NW. OF
 GP0624'NAVAJO BRIDGE.  ON EAST AND SPARSELY-TIMBERED RIDGE.
 GP0624'
 GP0624'REACHED BY HELICOPTER.
 GP0624'
 GP0624'STATION MARK--STANDARD TABLET STAMPED---TIGHT 1954---, CEMENTED IN
 GP0624'DRILL HOLE IN BEDROCK.
 GP0624'
 GP0624'RM 1--COPPER NAIL AND WASHER IN TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0794 ***********************************************************************
 CZ0794  DESIGNATION -  TIM
 CZ0794  PID         -  CZ0794
 CZ0794  STATE/COUNTY-  AZ/PIMA
 CZ0794  USGS QUAD   -  THREE POINTS (1992)
 CZ0794
 CZ0794                         *CURRENT SURVEY CONTROL
 CZ0794  ___________________________________________________________________
 CZ0794* NAD 83(1986)-  32 06 10.     (N)    111 15 40.     (W)     SCALED    
 CZ0794* NAVD 88     -       757.03   (+/-2cm)    2483.7    (feet)  VERTCON   
 CZ0794  ___________________________________________________________________
 CZ0794  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0794
 CZ0794.The horizontal coordinates were scaled from a topographic map and have
 CZ0794.an estimated accuracy of +/- 6 seconds.
 CZ0794
 CZ0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0794.The vertical order pertains to the NGVD 29 superseded value.
 CZ0794
 CZ0794.The geoid height was determined by GEOID03.
 CZ0794
 CZ0794;                    North         East    Units  Estimated Accuracy
 CZ0794;SPC AZ C     -   122,450.      275,230.      MT  (+/- 180 meters Scaled)
 CZ0794
 CZ0794                          SUPERSEDED SURVEY CONTROL
 CZ0794
 CZ0794  NGVD 29 (??/??/92)  756.347  (m)         2481.45   (f) ADJ UNCH    2 0
 CZ0794
 CZ0794.Superseded values are not recommended for survey control.
 CZ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0794.See file dsdata.txt to determine how the superseded data were derived.
 CZ0794
 CZ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA753518(NAD 83)
 CZ0794_MARKER: DD = SURVEY DISK
 CZ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0794_STAMPING: TIM 3/60
 CZ0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0794+STABILITY: SURFACE MOTION
 CZ0794
 CZ0794  HISTORY     - Date     Condition        Report By
 CZ0794  HISTORY     - UNK      MONUMENTED       USE
 CZ0794  HISTORY     - 1962     GOOD             NGS
 CZ0794
 CZ0794                          STATION DESCRIPTION
 CZ0794
 CZ0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0794'19 MI SW FROM TUCSON.
 CZ0794'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0794'HOSPITAL IN THE SOUTH PART OF TUCSON, THENCE WEST 0.85 MILE, 162 FEET
 CZ0794'SOUTH OF THE CENTER OF A GRADED ROAD, 106 FEET SOUTHEAST OF A POWER
 CZ0794'POLE, 6 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS A USE
 CZ0794'DISK SET IN THE TOP OF AN 8-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 CZ0794'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0883 ***********************************************************************
 ES0883  DESIGNATION -  TIMBER
 ES0883  PID         -  ES0883
 ES0883  STATE/COUNTY-  AZ/COCONINO
 ES0883  USGS QUAD   -  BLUE RIDGE RESERVOIR (1965)
 ES0883
 ES0883                         *CURRENT SURVEY CONTROL
 ES0883  ___________________________________________________________________
 ES0883* NAD 83(1992)-  34 36 49.51469(N)    111 11 11.28079(W)     ADJUSTED  
 ES0883* NAVD 88     -      2099.5    (meters)    6888.     (feet)  VERTCON   
 ES0883  ___________________________________________________________________
 ES0883  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ES0883  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ES0883  HORZ ORDER  -  SECOND
 ES0883
 ES0883.The horizontal coordinates were established by classical geodetic methods
 ES0883.and adjusted by the National Geodetic Survey in August 1993.
 ES0883
 ES0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0883
 ES0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0883
 ES0883.The geoid height was determined by GEOID03.
 ES0883
 ES0883;                    North         East     Units Scale Factor Converg.
 ES0883;SPC AZ C     -   400,971.917   280,324.264   MT  0.99995525   +0 24 53.3
 ES0883;SPC AZ C     - 1,315,524.66    919,699.03   iFT  0.99995525   +0 24 53.3
 ES0883;UTM  12      - 3,830,227.025   482,905.009   MT  0.99960360   -0 06 21.3
 ES0883
 ES0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0883!SPC AZ C     -   0.99967423  x   0.99995525  =   0.99962950
 ES0883!UTM  12      -   0.99967423  x   0.99960360  =   0.99927796
 ES0883
 ES0883:                Primary Azimuth Mark                     Grid Az
 ES0883:SPC AZ C     -  SAWMILL                                  063 32 45.9
 ES0883:UTM  12      -  SAWMILL                                  064 04 00.5
 ES0883
 ES0883|---------------------------------------------------------------------|
 ES0883| PID    Reference Object                     Distance      Geod. Az  |
 ES0883|                                                           dddmmss.s |
 ES0883| ES0877 SAWMILL                             APPROX. 1.0 KM 0635739.2 |
 ES0883| ES0868 MEADOW                              APPROX. 0.6 KM 2214056.2 |
 ES0883|---------------------------------------------------------------------|
 ES0883
 ES0883                          SUPERSEDED SURVEY CONTROL
 ES0883
 ES0883  NAD 83(1986)-  34 36 49.50703(N)    111 11 11.28473(W) AD(       ) 2
 ES0883  NGVD 29 (07/10/87) 2098.6    (m)         6885.     (f) VERT ANG    3  
 ES0883
 ES0883.Superseded values are not recommended for survey control.
 ES0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0883.See file dsdata.txt to determine how the superseded data were derived.
 ES0883
 ES0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD8290530227(NAD 83)
 ES0883_MARKER: DS = TRIANGULATION STATION DISK
 ES0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0883+STABILITY: SURFACE MOTION
 ES0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0883+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 ES0883
 ES0883  HISTORY     - Date     Condition        Report By
 ES0883  HISTORY     - 1981     MONUMENTED       AZDT
 ES0883  HISTORY     - 19980818 GOOD             USPSQD
 ES0883  HISTORY     - 20080723 GOOD             GEOCAC
 ES0883
 ES0883                          STATION DESCRIPTION
 ES0883
 ES0883'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0883'THE STATION IS LOCATED 0.2 MILE NORTHEAST OF THE BLUE RIDGE RANGER
 ES0883'STATION ALONG ARIZONA HIGHWAY 87.
 ES0883'
 ES0883'THE STATION MARK IS AN AZDT DISK STAMPED---TIMBER 1981---SET IN
 ES0883'TOP OF A 10 INCH CONCRETE MONUMENT 244 FEET NORTHEAST OF FOREST TRAIL
 ES0883'211 AND 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE STATION
 ES0883'IS MARKED WITH A CAIRN.
 ES0883'
 ES0883'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0883'
 ES0883'TO REACH THE STATION FROM THE POST OFFICE IN PINE TRAVEL NORTH ALONG
 ES0883'STATE ROUTE 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0883'CONTINUE NORTH ALONG THE HIGHWAY FOR 0.15 MILE TO FOREST TRAIL 211
 ES0883'WHICH LEADS TO LONG LAKE.  THE STATION IS 244 FEET NORTHEAST OF THE
 ES0883'TRAIL.
 ES0883
 ES0883                          STATION RECOVERY (1998)
 ES0883
 ES0883'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0883'RECOVERED IN GOOD CONDITION.
 ES0883
 ES0883                          STATION RECOVERY (2008)
 ES0883
 ES0883'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0958 ***********************************************************************
 FR0958  DESIGNATION -  TIN MOUNTAIN
 FR0958  PID         -  FR0958
 FR0958  STATE/COUNTY-  AZ/MOHAVE
 FR0958  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0958
 FR0958                         *CURRENT SURVEY CONTROL
 FR0958  ___________________________________________________________________
 FR0958* NAD 83(1992)-  35 10 44.92142(N)    113 32 58.19304(W)     ADJUSTED  
 FR0958* NAVD 88     -      1797.5    (meters)    5897.     (feet)  VERTCON   
 FR0958  ___________________________________________________________________
 FR0958  LAPLACE CORR-           8.07  (seconds)                    DEFLEC99
 FR0958  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FR0958  HORZ ORDER  -  FIRST
 FR0958
 FR0958.The horizontal coordinates were established by classical geodetic methods
 FR0958.and adjusted by the National Geodetic Survey in August 1993.
 FR0958
 FR0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0958
 FR0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0958
 FR0958.The geoid height was determined by GEOID03.
 FR0958
 FR0958;                    North         East     Units Scale Factor Converg.
 FR0958;SPC AZ W     -   463,480.814   231,622.268   MT  0.99993744   +0 06 55.9
 FR0958;SPC AZ W     - 1,520,606.35    759,915.58   iFT  0.99993744   +0 06 55.9
 FR0958;UTM  12      - 3,895,886.913   267,836.297   MT  1.00026432   -1 28 10.2
 FR0958
 FR0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0958!SPC AZ W     -   0.99972223  x   0.99993744  =   0.99965968
 FR0958!UTM  12      -   0.99972223  x   1.00026432  =   0.99998647
 FR0958
 FR0958|---------------------------------------------------------------------|
 FR0958| PID    Reference Object                     Distance      Geod. Az  |
 FR0958|                                                           dddmmss.s |
 FR0958| CH3509 TIN MOUNTAIN RM 1                     6.633 METERS 05223     |
 FR0958| CH3508 TIN MOUNTAIN AZ MK                                 0951419.9 |
 FR0958| CH3510 TIN MOUNTAIN RM 2                     4.872 METERS 15653     |
 FR0958|---------------------------------------------------------------------|
 FR0958
 FR0958                          SUPERSEDED SURVEY CONTROL
 FR0958
 FR0958  NAD 83(1986)-  35 10 44.91988(N)    113 32 58.19640(W) AD(       ) 1
 FR0958  NAD 27      -  35 10 44.91200(N)    113 32 55.42400(W) AD(       ) 1
 FR0958  NGVD 29 (07/19/86) 1796.6    (m)         5894.     (f) VERT ANG    3  
 FR0958
 FR0958.Superseded values are not recommended for survey control.
 FR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0958.See file dsdata.txt to determine how the superseded data were derived.
 FR0958
 FR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6783695887(NAD 83)
 FR0958_MARKER: DS = TRIANGULATION STATION DISK
 FR0958_SETTING: 66 = SET IN ROCK OUTCROP
 FR0958_SP_SET: PARTIALLY EXPOSED BEDROCK
 FR0958
 FR0958  HISTORY     - Date     Condition        Report By
 FR0958  HISTORY     - 1944     MONUMENTED       CGS
 FR0958
 FR0958                          STATION DESCRIPTION
 FR0958
 FR0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0958'STATION IS ON THE N END OF A ROUNDED RIDGE, 10 FEET LOWER
 FR0958'AND 150 YARDS NE OF THE HIGHEST AND MOST SW POINT OF TIN
 FR0958'MOUNTAIN.  THE SLOPES OF THIS MOUNTAIN ARE VERY STEEP ON THE S
 FR0958'AND W.  IT IS 18 MILES SE OF HACKBERRY.
 FR0958'
 FR0958'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 FR0958'WITH SURROUNDING SURFACE.  IT IS STAMPED TIN MT 1944.
 FR0958'
 FR0958'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN BEDROCK
 FR0958'AND IS STAMPED TIN MT NO 1 1944.  IT IS 2 FEET LOWER IN
 FR0958'ELEVATION THAN STATION MARK.
 FR0958'
 FR0958'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 FR0958'BEDROCK AND IS STAMPED TIN MT NO 2 1944.  IT IS 1-1/2 FEET
 FR0958'LOWER IN ELEVATION THAN STATION MARK.
 FR0958'
 FR0958'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 FR0958'1 FOOT IN DIRECTION OF STATION AND IS STAMPED TIN MT 1944.
 FR0958'IT IS 1/4 MILE E OF STATION ACROSS HORSESHOE, ABOUT 40 YARDS
 FR0958'SW OF HIGHEST PART OF THE HORSESHOE RIDGE, IN A SMALL SADDLE,
 FR0958'AND 6 FEET S OF A 2-FOOT QUARTZ CAIRN.
 FR0958'
 FR0958'TO REACH STATION FROM THE POST OFFICE IN PEACH SPRINGS,
 FR0958'GO W ON U.S. HIGHWAY 66 FOR 20.1 MILES TO A HIGHWAY SIGN
 FR0958'READING PEACH SPRINGS 20 ASHFORK 81.  CONTINUE ON U.S. HIGHWAY
 FR0958'66 FOR 0.7 MILE AND TURN LEFT ONTO BLADED ROAD ACROSS RAILROAD
 FR0958'TRACKS FOR 0.5 MILE TO FORKS.  TAKE LEFT FORK, THEN RIGHT FORK,
 FR0958'AND CONTINUE ON MAIN-TRAVELED ROAD S FOR 15.1 MILES TO POOR
 FR0958'BLADED ROAD ON LEFT AND SIGN MARSHAL RANCH.  TURN LEFT AND
 FR0958'GO 5.1 MILES, FREQUENTLY FOLLOWING ALONG TELEPHONE LINE, TO
 FR0958'ROAD ON LEFT.  TURN LEFT AND GO UP SLOPE 0.3 MILE TO END OF
 FR0958'ROAD AND END OF TRUCK TRAVEL, 150 FEET S OF TELEPHONE LINE.
 FR0958'FROM END OF TRUCK TRAVEL PACK UP RIDGE TO LEFT OF CANYON
 FR0958'AND ON TO TOP OF MOUNTAIN AND STATION.  A 1-1/4-HOUR PACK.
 FR0958'
 FR0958'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1306 ***********************************************************************
 DB1306  DESIGNATION -  TINAJAS ALTAS
 DB1306  PID         -  DB1306
 DB1306  STATE/COUNTY-  AZ/YUMA
 DB1306  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB1306
 DB1306                         *CURRENT SURVEY CONTROL
 DB1306  ___________________________________________________________________
 DB1306* NAD 83(1992)-  32 16 24.51386(N)    114 02 48.08555(W)     ADJUSTED  
 DB1306* NAVD 88     -       843.2    (meters)    2766.     (feet)  VERTCON   
 DB1306  ___________________________________________________________________
 DB1306  EPOCH DATE  -        1991.35
 DB1306  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 DB1306  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DB1306  HORZ ORDER  -  SECOND
 DB1306
 DB1306.The horizontal coordinates were established by classical geodetic methods
 DB1306.and adjusted by the National Geodetic Survey in June 1996.
 DB1306.The horizontal coordinates are valid at the epoch date displayed above.
 DB1306.The epoch date for horizontal control is a decimal equivalence
 DB1306.of Year/Month/Day.
 DB1306
 DB1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1306
 DB1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1306
 DB1306.The geoid height was determined by GEOID03.
 DB1306
 DB1306;                    North         East     Units Scale Factor Converg.
 DB1306;SPC AZ W     -   141,232.882   185,410.130   MT  0.99994296   -0 09 30.3
 DB1306;SPC AZ W     -   463,362.47    608,300.95   iFT  0.99994296   -0 09 30.3
 DB1306;UTM  11      - 3,574,579.337   778,178.049   MT  1.00055439   +1 34 40.7
 DB1306;UTM  12      - 3,574,825.575   213,022.690   MT  1.00061574   -1 37 40.5
 DB1306
 DB1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1306!SPC AZ W     -   0.99987290  x   0.99994296  =   0.99981587
 DB1306!UTM  11      -   0.99987290  x   1.00055439  =   1.00042722
 DB1306!UTM  12      -   0.99987290  x   1.00061574  =   1.00048856
 DB1306
 DB1306:                Primary Azimuth Mark                     Grid Az
 DB1306:SPC AZ W     -  BOUNDARY MON 189 RM                      119 47 39.7
 DB1306:UTM  11      -  BOUNDARY MON 189 RM                      118 03 28.7
 DB1306:UTM  12      -  BOUNDARY MON 189 RM                      121 15 49.9
 DB1306
 DB1306|---------------------------------------------------------------------|
 DB1306| PID    Reference Object                     Distance      Geod. Az  |
 DB1306|                                                           dddmmss.s |
 DB1306| DA1418 BOUNDARY MON 189 RM                 APPROX. 7.6 KM 1193809.4 |
 DB1306| CF1620 TINAJAS ALTAS RM                      3.910 METERS 26627     |
 DB1306|---------------------------------------------------------------------|
 DB1306
 DB1306                          SUPERSEDED SURVEY CONTROL
 DB1306
 DB1306  NAD 83(1992)-  32 16 24.50386(N)    114 02 48.08247(W) AD(       ) 2
 DB1306  NAD 83(1986)-  32 16 24.50647(N)    114 02 48.09578(W) AD(       ) 2
 DB1306  NAD 27      -  32 16 24.29800(N)    114 02 45.33600(W) AD(       ) 2
 DB1306  NGVD 29 (06/20/88)  842.5    (m)         2764.     (f) VERT ANG    3  
 DB1306
 DB1306.Superseded values are not recommended for survey control.
 DB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1306.See file dsdata.txt to determine how the superseded data were derived.
 DB1306
 DB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR7817874579(NAD 83)
 DB1306_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB1306_SETTING: 66 = SET IN ROCK OUTCROP
 DB1306_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DB1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1306
 DB1306  HISTORY     - Date     Condition        Report By
 DB1306  HISTORY     - 1920     MONUMENTED       CGS
 DB1306  HISTORY     - 1957     POOR             AMS
 DB1306  HISTORY     - 1962     GOOD             USGS
 DB1306  HISTORY     - 1964     GOOD             USGS
 DB1306
 DB1306                          STATION DESCRIPTION
 DB1306
 DB1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 DB1306'STATION IS ABOUT 3 MILES AIR LINE TO THE SOUTHWARD OF TINAJAS
 DB1306'ALTAS TANKS, AND ABOUT 3/4 MILE TO NORTHWARD OF BOUNDARY MONUMENT
 DB1306'191, ON THE HIGHEST PEAK BETWEEN TINAJAS ALTAS TANKS AND THE
 DB1306'BOUNDARY LINE.
 DB1306'
 DB1306'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DB1306'CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 DB1306'
 DB1306'THE STATION IS BEST REACHED FROM TINAJAS ALTAS BY FOLLOWING
 DB1306'THE TULE WELL ROAD ABOUT 3/4 MILE TO A ROAD LEADING S ALONG THE
 DB1306'E BASE OF THE MOUNTAIN, ABOUT 3 MILES FROM THE TANKS HEAD IN
 DB1306'TOWARD A RATHER BROAD CANYON, THEN HIKE UP THIS CANYON TO THE
 DB1306'WESTWARD ABOUT 3/4 MILE TO THE STATION.
 DB1306'
 DB1306'THERE IS USUALLY PLENTY OF WATER IN THE CANYONS NOT FAR FROM
 DB1306'THE STATION.
 DB1306
 DB1306                          STATION RECOVERY (1957)
 DB1306
 DB1306'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DB1306'STATION IS LOOSE AND NOT STAMPED.  THE DISK IS SET IN A BOULDER.
 DB1306'
 DB1306'ONE REFERENCE MARK LOCATED, NO STAMPING.
 DB1306'
 DB1306'THE STATION IS ON THE HIGHEST POINT OF A SHARP MOUNTAIN, 10.0
 DB1306'FEET S OF N TIP OF DROP TO THE N.  6.0 FEET W OF SHARP DROP
 DB1306'TO E.  10.0 FEET E OF SHARP DROP TO WSW.  11.0 FEET N OF SHARP
 DB1306'DROP TO THE S.
 DB1306
 DB1306                          STATION RECOVERY (1962)
 DB1306
 DB1306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DB1306'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.  FIELD
 DB1306'WORK DONE BY AMS.
 DB1306
 DB1306                          STATION RECOVERY (1964)
 DB1306
 DB1306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1306'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1018 ***********************************************************************
 FS1018  DESIGNATION -  TINNAKA
 FS1018  PID         -  FS1018
 FS1018  STATE/COUNTY-  AZ/MOHAVE
 FS1018  USGS QUAD   -  GARNET MTN (1989)
 FS1018
 FS1018                         *CURRENT SURVEY CONTROL
 FS1018  ___________________________________________________________________
 FS1018* NAD 83(1992)-  35 50 48.34807(N)    114 01 04.26577(W)     ADJUSTED  
 FS1018* NAVD 88     -      1963.     (meters)    6440.     (feet)  SCALED    
 FS1018  ___________________________________________________________________
 FS1018  LAPLACE CORR-           8.44  (seconds)                    DEFLEC99
 FS1018  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FS1018  HORZ ORDER  -  FIRST
 FS1018
 FS1018.The horizontal coordinates were established by classical geodetic methods
 FS1018.and adjusted by the National Geodetic Survey in August 1993.
 FS1018
 FS1018.The orthometric height was scaled from a topographic map.
 FS1018
 FS1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1018
 FS1018.The geoid height was determined by GEOID03.
 FS1018
 FS1018;                    North         East     Units Scale Factor Converg.
 FS1018;SPC AZ W     -   537,562.862   189,164.462   MT  0.99994054   -0 09 24.7
 FS1018;SPC AZ W     - 1,763,657.68    620,618.31   iFT  0.99994054   -0 09 24.7
 FS1018;UTM  11      - 3,971,059.330   769,331.463   MT  1.00049395   +1 44 50.8
 FS1018;UTM  12      - 3,971,158.324   227,443.079   MT  1.00051549   -1 46 06.2
 FS1018
 FS1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1018!SPC AZ W     -   0.99969620  x   0.99994054  =   0.99963676
 FS1018!UTM  11      -   0.99969620  x   1.00049395  =   1.00019000
 FS1018!UTM  12      -   0.99969620  x   1.00051549  =   1.00021154
 FS1018
 FS1018|---------------------------------------------------------------------|
 FS1018| PID    Reference Object                     Distance      Geod. Az  |
 FS1018|                                                           dddmmss.s |
 FS1018| CC5745 TINNAKA RM 1                          4.474 METERS 04906     |
 FS1018| FS1024 MOUNT TIPTON                        APPROX.37.6 KM 2045523.5 |
 FS1018| CC5747 TINNAKA RM 3                                       2245316.4 |
 FS1018| CC5744 TINNAKA AZ MK                                      2245323.0 |
 FS1018| CC5746 TINNAKA RM 2                          3.963 METERS 30312     |
 FS1018| GR1837 GOLD BUTTE                          APPROX.39.5 KM 3281033.8 |
 FS1018|---------------------------------------------------------------------|
 FS1018
 FS1018                          SUPERSEDED SURVEY CONTROL
 FS1018
 FS1018  NAD 83(1986)-  35 50 48.34062(N)    114 01 04.26220(W) AD(       ) 1
 FS1018  NAD 27      -  35 50 48.36800(N)    114 01 01.41800(W) AD(       ) 1
 FS1018
 FS1018.Superseded values are not recommended for survey control.
 FS1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1018.See file dsdata.txt to determine how the superseded data were derived.
 FS1018
 FS1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6933171059(NAD 83)
 FS1018_MARKER: DS = TRIANGULATION STATION DISK
 FS1018_SETTING: 66 = SET IN ROCK OUTCROP
 FS1018_SP_SET: PARTIALLY EXPOSED BEDROCK
 FS1018
 FS1018  HISTORY     - Date     Condition        Report By
 FS1018  HISTORY     - 1925     MONUMENTED       CGS
 FS1018  HISTORY     - 1935     GOOD             CGS
 FS1018  HISTORY     - 1950     GOOD             CGS
 FS1018  HISTORY     - 1955     GOOD             CGS
 FS1018
 FS1018                          STATION DESCRIPTION
 FS1018
 FS1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 FS1018'STATION IS ABOUT 45 MILES N OF KINGMAN, 15 MILES SW OF THE
 FS1018'COLORADO RIVER, 6 MILES NE OF THE VALLEY RANCH, 6 MILES
 FS1018'SW OF TINNAKA OR GRASS SPRING, AND ON THE SUMMIT OF A LONG
 FS1018'BLACK MALPAIS RIDGE LYING IMMEDIATELY N OF IRON SPRINGS BASIN.
 FS1018'IT IS ON THE HIGHEST POINT NEAR THE MIDDLE OF THE RIDGE.  THE
 FS1018'EASTERLY END IS ABOUT 10 OR 15 FEET HIGHER.  THE ENTIRE RIDGE
 FS1018'IS COVERED WITH JUNIPER AND PINYON TREES.
 FS1018'
 FS1018'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 FS1018'
 FS1018'REACHED FROM KINGMAN BY HIGHWAY TO ANTARES STATION, THENCE N
 FS1018'BY MUSIC MOUNTAIN ROAD, TAKING ALL LEFT HAND FORKS TO POINT
 FS1018'4.7 MILES N OF VALLEY RANCH.  HERE TAKE RIGHT HAND ROAD 7
 FS1018'MILES TO PATTERSON WELLS, THENCE FOLLOW PIPE LINE AND OLD
 FS1018'WOOD ROAD TO POINT 1 MILE NW OF STATION.  FROM PATTERSON WELLS
 FS1018'THE STATION MAY BE IDENTIFIED AS THE LONG BLACK RIDGE 3 MILES
 FS1018'SE, THE HIGHEST IN THE VICINITY.
 FS1018
 FS1018                          STATION RECOVERY (1935)
 FS1018
 FS1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1018'FROM PATTERSON WELLS THE STATION MAY BE IDENTIFIED AS THE
 FS1018'ROUNDED POINT THAT APPEARS TO BE THE HIGHEST PART OF THE
 FS1018'RIDGE 3 MILES SE.  THE MARKS WERE FOUND IN GOOD CONDITION.
 FS1018'AN ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED.
 FS1018'
 FS1018'REACHED FROM CHLORIDE AS FOLLOWS--GO N ON THE CHLORIDE-BOULDER
 FS1018'DAM HIGHWAY FOR 13.4 MILES, TURN RIGHT ON THE PATTERSONS WELLS
 FS1018'OR PIERCES FERRY ROAD, GO 16.1 MILES, TAKE RIGHT FORK, FOLLOW
 FS1018'MAIN ROAD FOR 12.1 MILES, TAKE RIGHT FORK AND GO 0.2 MILE,
 FS1018'TURN RIGHT AND GO 0.4 MILE TO PATTERSONS WELLS AND CORRALLS.
 FS1018'CONTINUE PAST THE CORRALS ON AN OLD WOOD ROAD ALONG A PIPE
 FS1018'LINE 2.0 MILES TO THE END OF TRUCK TRAVEL.  CLIMB IN A
 FS1018'SOUTHERLY DIRECTION TO A LOW SADDLE NW OF THE HIGHEST POINT,
 FS1018'THENCE SE AND S TO STATION.
 FS1018'
 FS1018'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/4 MILE SW ON THE
 FS1018'FIRST ROCKY POINT AND NEAR THE EDGE OF THE CLIFFS.  A 4-FOOT
 FS1018'ROCK CAIRN WAS BUILT NEAR THE AZIMUTH MARK TO AID IN ITS
 FS1018'RECOVERY.
 FS1018
 FS1018                          STATION RECOVERY (1950)
 FS1018
 FS1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1018'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FS1018'THE FOLLOWING ADDITIONS AND CORRECTIONS SUPPLIMENT THE ORIGINAL
 FS1018'DESCRIPTION--
 FS1018'
 FS1018'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1018'IN THE TOP OF A 3 FOOT BOULDER, PROJECTING 10 INCHES ABOVE THE
 FS1018'SURROUNDING AREA, IS STAMPED TINNAKA 1925.  IT IS 20 FEET SOUTH
 FS1018'OF THE NORTH RIM OF THE RIDGE.
 FS1018'
 FS1018'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1018'IN THE TOP OF AN IRREGULAR- SHAPED BOULDER 2 FEET IN DIAMETER,
 FS1018'PROJECTING 2 INCHES ABOVE THE SURROUNDING AREA, IS STAMPED TINNAKA
 FS1018'NO 1 1925.  IT IS 4.474 METERS NE INSTEAD OF 4.480 METERS,
 FS1018'AND IS APPROXIMATELY 6 INCHES HIGHER IN ELEVATION THAN THE
 FS1018'STATION MARK.
 FS1018'
 FS1018'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1018'IN THE TOP OF AN IRREGULAR- SHAPED BOULDER, 2-1/2 FEET IN DIAMETER,
 FS1018'PROJECTING 3 FEET ON THE NORTH AND FLUSH ON THE SOUTH, IS STAMPED
 FS1018'TINNAKA NO 2 1935.  IT IS 3.963 METERS WNW IN STEAD OF 3.960
 FS1018'METERS.
 FS1018'
 FS1018'THE AZIMUTH MARK, A STANDARD DISK (REFERENCE MARK) CEMENTED IN
 FS1018'A DRILL HOLE IN A 2 FOOT BOULDER, IS STAMPED TINNAKA NO 3 1935.
 FS1018'
 FS1018'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FS1018'93- 466 WITH THE PIERCES FERRY ROAD WHICH IS 30 MILES NORTHWEST
 FS1018'OF KINGMAN, GO EAST ON A BLADED ROAD FOR 6.1 MILES TO A RANCH
 FS1018'HOUSE ON THE LEFT.  CONTINUE EAST AND NORTH FOR 10.1 MILES
 FS1018'TO A Y- INTERSECTION.  KEEP RIGHT FORK STRAIGHT AHEAD FOR 3.8
 FS1018'MILES TO A Y-INTERSECTION.  KEEP RIGHT FORK STRAIGHT AHEAD FOR
 FS1018'3.8 MILES TO A Y- INTERSECTION ABOUT 11 YARDS BEYOND A CATTLE
 FS1018'GUARD.  KEEP RIGHT FORK STRAIGHT AHEAD FOR 2.7 MILES TO
 FS1018'CROSS ROAD INTERSECTION OF THE PIERCES FERRY ROAD WITH
 FS1018'HUALPAI WASH ROAD.  KEEP STRAIGHT AHEAD, NORTHEAST AS
 FS1018'PER SIGN PIERCES FERRY 32 AND GO 6.2 MILES TO A
 FS1018'Y-INTERSECTION AND SIGN PIERCES FERRY 25.  TAKE THE RIGHT
 FS1018'FORK AND GO 0.2 MILE TO A Y-INTERSECTION KEEP STRAIGHT AHEAD ON
 FS1018'THE LEFT FORK (RIGHT FORK GOES TO PATTERSON WELL) MAIN
 FS1018'TRAVELED ROAD FOR 2.6 MILES TO DIM CROSS ROAD AND PIPE
 FS1018'LINE.  CONTINUE STRAIGHT AHEAD FOR 1.8 MILES TO SIDE ROAD
 FS1018'RIGHT.  KEEP LEFT, MAIN TRAVELED ROAD FOR 1.2 MILES TO
 FS1018'A FORK IN THE BOTTOM OF A WASH JUST BEFORE REACHING A
 FS1018'FENCE LINE CROSSING THE WASH.  CONTINUE STRAIGHT AHEAD ON
 FS1018'THE LEFT FORK UP THE WASH, PASSING THE DUNCAN RANCH HOUSE
 FS1018'ON THE RIGHT, FOR 0.6 MILE TO A Y- INTERSECTION.  TAKE THE
 FS1018'RIGHT FORK OUT OF THE WASH AND FOLLOW THE MAIN TRAVELED ROAD
 FS1018'SOUTH AND SOUTHWEST FOR 3.8 MILES TO THE SUMMIT OF A LOW RIDGE
 FS1018'ON THE SOUTH SIDE OF THE STATION MOUNTAIN.  FROM HERE 4 WHEEL
 FS1018'DRIVE VEHICLE IS NECESSARY.  FOLLOW THE RIDGE NORTHERLY FOR
 FS1018'0.6 MILE TO THE BASE OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.
 FS1018'PACK NORTHWESTERLY UP THE STEEP SLOPE TO THE RIM OF THE MESA,
 FS1018'THENCE NORTHWEST, KEEPING TO THE WESTERN EDGE, FOR ABOUT 1 MILE
 FS1018'TO WHAT APPEARS TO BE A SPUR RUNNING WEST FROM THE MAIN
 FS1018'MOUNTAIN.  BEAR LEFT ALONG THE TOP OF A BLUFF WHICH BREAKS OFF
 FS1018'ABRUPTLY TO THE NORTH FOR 1/4 OF A MILE TO THE STATION.
 FS1018
 FS1018                          STATION RECOVERY (1955)
 FS1018
 FS1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1018'THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING THE STATION
 FS1018'FOUND IN THE RECOVERY NOTE BY C.P. IN 1935 WERE FOLLOWED AND
 FS1018'A STAND WAS SEEN IN THE AREA DESCRIBED AS THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0397 ***********************************************************************
 CF0397  DESIGNATION -  TINTOWN
 CF0397  PID         -  CF0397
 CF0397  STATE/COUNTY-  AZ/COCHISE
 CF0397  USGS QUAD   -  BISBEE (1978)
 CF0397
 CF0397                         *CURRENT SURVEY CONTROL
 CF0397  ___________________________________________________________________
 CF0397* NAD 83(1992)-  31 24 19.78247(N)    109 54 18.70589(W)     ADJUSTED  
 CF0397* NAVD 88     -      1545.4    (meters)    5070.     (feet)  VERTCON   
 CF0397  ___________________________________________________________________
 CF0397  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CF0397  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CF0397  HORZ ORDER  -  SECOND
 CF0397
 CF0397.The horizontal coordinates were established by classical geodetic methods
 CF0397.and adjusted by the National Geodetic Survey in August 1993.
 CF0397
 CF0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0397
 CF0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0397
 CF0397.The geoid height was determined by GEOID03.
 CF0397
 CF0397;                    North         East     Units Scale Factor Converg.
 CF0397;SPC AZ E     -    44,983.511   238,222.817   MT  0.99990762   +0 08 10.5
 CF0397;SPC AZ E     -   147,583.70    781,570.92   iFT  0.99990762   +0 08 10.5
 CF0397;UTM  12      - 3,475,060.569   604,074.660   MT  0.99973360   +0 34 14.0
 CF0397
 CF0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0397!SPC AZ E     -   0.99976170  x   0.99990762  =   0.99966934
 CF0397!UTM  12      -   0.99976170  x   0.99973360  =   0.99949537
 CF0397
 CF0397|---------------------------------------------------------------------|
 CF0397| PID    Reference Object                     Distance      Geod. Az  |
 CF0397|                                                           dddmmss.s |
 CF0397| CS5464 TINTOWN RM 1                         11.455 METERS 15006     |
 CF0397| CS5465 TINTOWN RM 2                         11.019 METERS 25307     |
 CF0397|---------------------------------------------------------------------|
 CF0397
 CF0397                          SUPERSEDED SURVEY CONTROL
 CF0397
 CF0397  NAD 83(1986)-  31 24 19.77696(N)    109 54 18.69471(W) AD(       ) 2
 CF0397  NGVD 29 (03/13/91) 1544.5    (m)         5067.     (f) VERT ANG    3  
 CF0397
 CF0397.Superseded values are not recommended for survey control.
 CF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0397.See file dsdata.txt to determine how the superseded data were derived.
 CF0397
 CF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0407575061(NAD 83)
 CF0397_MARKER: DS = TRIANGULATION STATION DISK
 CF0397_SETTING: 66 = SET IN ROCK OUTCROP
 CF0397_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0397+STABILITY: POSITION/ELEVATION WELL
 CF0397
 CF0397  HISTORY     - Date     Condition        Report By
 CF0397  HISTORY     - 1982     MONUMENTED       AZDT
 CF0397  HISTORY     - 1986     GOOD             AZDT
 CF0397
 CF0397                          STATION DESCRIPTION
 CF0397
 CF0397'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0397'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF BISBEE ALONG STATE ROUTE
 CF0397'92.
 CF0397'
 CF0397'THE STATION MARK IS AN ADOT DISK STAMPED---TINTOWN 1982---SET IN
 CF0397'A DRILL HOLE IN ROCK 4 FEET SOUTHEAST OF WITNESS POST.
 CF0397'
 CF0397'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---TINTOWN RM 1 1982---
 CF0397'SET IN A DRILL HOLE IN ROCK.
 CF0397'
 CF0397'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---TINTOWN RM 2 1982---
 CF0397'SET IN A DRILL HOLE IN ROCK.
 CF0397'
 CF0397'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE TRAVEL NORTHEAST
 CF0397'ALONG STATE ROUTE 92 FOR 1.4 MILES TO THE STATION ON THE RIGHT AT A
 CF0397'SMALL HIGHWAY CUTBANK.
 CF0397
 CF0397                          STATION RECOVERY (1986)
 CF0397
 CF0397'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0397'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1023 ***********************************************************************
 FS1023  DESIGNATION -  TIPTON
 FS1023  PID         -  FS1023
 FS1023  STATE/COUNTY-  AZ/MOHAVE
 FS1023  USGS QUAD   -  MT TIPTON (1968)
 FS1023
 FS1023                         *CURRENT SURVEY CONTROL
 FS1023  ___________________________________________________________________
 FS1023* NAD 83(1992)-  35 32 19.92377(N)    114 11 33.89787(W)     ADJUSTED  
 FS1023* NAVD 88     -      2180.2    (meters)    7153.     (feet)  VERTCON   
 FS1023  ___________________________________________________________________
 FS1023  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 FS1023  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FS1023  HORZ ORDER  -  SECOND
 FS1023
 FS1023.The horizontal coordinates were established by classical geodetic methods
 FS1023.and adjusted by the National Geodetic Survey in August 1993.
 FS1023
 FS1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1023
 FS1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1023
 FS1023.The geoid height was determined by GEOID03.
 FS1023
 FS1023;                    North         East     Units Scale Factor Converg.
 FS1023;SPC AZ W     -   503,460.143   173,211.522   MT  0.99995319   -0 15 26.5
 FS1023;SPC AZ W     - 1,651,772.12    568,279.27   iFT  0.99995319   -0 15 26.5
 FS1023;UTM  11      - 3,936,429.894   754,508.849   MT  1.00039830   +1 37 57.4
 FS1023
 FS1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1023!SPC AZ W     -   0.99966229  x   0.99995319  =   0.99961549
 FS1023!UTM  11      -   0.99966229  x   1.00039830  =   1.00006045
 FS1023
 FS1023|---------------------------------------------------------------------|
 FS1023| PID    Reference Object                     Distance      Geod. Az  |
 FS1023|                                                           dddmmss.s |
 FS1023| CC5750 TIPTON RM 2                           2.177 METERS 19941     |
 FS1023| CC5749 TIPTON RM 1                           5.517 METERS 27033     |
 FS1023| CC5748 TIPTON AZ MK                                       2732601.2 |
 FS1023|---------------------------------------------------------------------|
 FS1023
 FS1023                          SUPERSEDED SURVEY CONTROL
 FS1023
 FS1023  NAD 83(1986)-  35 32 19.91930(N)    114 11 33.89588(W) AD(       ) 2
 FS1023  NAD 27      -  35 32 19.95300(N)    114 11 31.05600(W) AD(       ) 2
 FS1023  NGVD 29 (07/19/86) 2179.3    (m)         7150.     (f) VERT ANG    3  
 FS1023
 FS1023.Superseded values are not recommended for survey control.
 FS1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1023.See file dsdata.txt to determine how the superseded data were derived.
 FS1023
 FS1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5450936430(NAD 83)
 FS1023_MARKER: DD = SURVEY DISK
 FS1023_SETTING: 66 = SET IN ROCK OUTCROP
 FS1023
 FS1023  HISTORY     - Date     Condition        Report By
 FS1023  HISTORY     - 1948     MONUMENTED       CGS
 FS1023  HISTORY     - 1950     GOOD             CGS
 FS1023
 FS1023                          STATION DESCRIPTION
 FS1023
 FS1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FS1023'THE STATION IS ABOUT 8-1/2 MILES NORTH OF CHLORIDE, ON THE
 FS1023'HIGHEST POINT OF MOUNT TIPTON WHICH IS THE HIGHEST POINT ON THE
 FS1023'NORTH END OF THE CERBAT MOUNTAINS.  THE PEAK IS A HIGH, RUGGED,
 FS1023'ROCKY PEAK WITH A GROWTH OF SCATTERED PINE.
 FS1023'
 FS1023'TO REACH THE STATION FROM THE DEPOT IN KINGMAN GO NORHTWEST
 FS1023'ON U.S. HIGHWAY 93 AND 466 FOR 30.0 MILES TO A BLADED DIRT
 FS1023'ROAD RIGHT AND SIGN PIERCES FERRY 52.  TURN RIGHT ON THE BLADED
 FS1023'ROAD AND CONTINUE FOR 1.3 MILES TO A TRACK ROAD RIGHT.  TURN
 FS1023'RIGHT ON TRACK ROAD AND GO 3.7 MILES TO RANCH BUILDINGS.
 FS1023'PASS THROUGH WIRE GATE ON A PIPE FRAME (AZIMUTH MARK 48 FEET
 FS1023'SOUTHEAST OF SOUTH END OF GATE) AND CONTINUE ON TRACK ROAD
 FS1023'AROUND TO EAST SIDE OF BUILDINGS AND TO SOUTH SIDE OF A LARGE
 FS1023'STEEL TANK FOR 0.9 MILE TO A BOARD GATE.  PASS THROUGH GATE
 FS1023'AND CONTINUE FOR 1.7 MILES TO THE END OF ROAD AT A CONCRETE
 FS1023'WATER TROUGH AND A DIRT DAM AND END OF TRUCK TRAVEL.  FROM
 FS1023'THE DAM CONTINUE ON FOOT EASTERLY UP VALLEY KEEPING JUST
 FS1023'TO THE LEFT OF THE TIMBERED RIDGES FOR ABOUT 2 MILES OR
 FS1023'TO THE BASE OF THE MAIN MOUNTAIN.  TURN RIGHT
 FS1023'(SOUTH-SOUTHEASTERLY) UP CANYON FOR ABOUT 1 MILE TO A SADDLE
 FS1023'JUST SOUTH OF THE CLIFFS ON MAIN MOUNTAIN.  FROM THE SADDLE
 FS1023'TURN LEFT AND PICK WAY THROUGH BRUSH AND BOULDERS FOR
 FS1023'ABOUT 2 MILES TO THE HIGHEST POINT OF MOUNTAIN AND STATION.  A 5
 FS1023'HOUR PACK.
 FS1023'
 FS1023'THE STATION IS A STANDARD BRONZE DISK SET IN OUTCROP PROJECTING
 FS1023'ABOUT 4 INCHES, ON THE HIGHEST POINT OF HILL WITH HIGHER BOULDERS
 FS1023'SURROUNDING IT.  IT IS STAMPED TIPTON 1947.
 FS1023'
 FS1023'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 FS1023'SET IN OUTCROP PROJECTING ABOUT 10 INCHES, AND IS ABOUT 4
 FS1023'FEET LOWER THAN THE STATION.  IT IS STAMPED TIPTON NO 1 1875
 FS1023'1884 1938.
 FS1023'
 FS1023'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 FS1023'DISK SET IN A 1 1/2X3 FOOT BOULDER PROJECTING ABOUT 1 FOOT,
 FS1023'AND IS ABOUT 8 INCHES HIGHER THAN THE STATION.  IT IS STAMPED
 FS1023'TIPTON NO 2 1875 1884 1938.
 FS1023'
 FS1023'THE AZIMUTH MARK IS A STANDARD BRONZE AZIMUTH DISK SET IN A
 FS1023'BOULDER PROJECTING ABOUT 10 INCHES, 48 FEET SOUTHEAST OF THE SOUTH
 FS1023'END OF WIRE GATE AT RANCH BUILDINGS ON WAY TO STATION.  IT
 FS1023'IS STAMPED TIPTON 1947.
 FS1023
 FS1023                          STATION RECOVERY (1950)
 FS1023
 FS1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1023'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND TO BE
 FS1023'AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 FS1023'
 FS1023'REFERENCE MARK NO. 1 IS 5.517 METERS, 18.10 FEET WEST INSTEAD
 FS1023'OF 5.512 METERS, 18.09 FEET.  THE DISTANCE TO REFERENCE MARK
 FS1023'NO. 2 WAS CHECKED.
 FS1023'
 FS1023'THE DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED.
 FS1023'
 FS1023'THE DESCRIPTION OF THE ROUTE TO THE STATION IS ADEQUATE WITH
 FS1023'THE EXCEPTION THAT BY USE OF A FOUR WHEEL DRIVE VEHICLE THE
 FS1023'STATION MAY BE APPROACHED 4/10 MILE CLOSER BY TRUCK AS FOLLOWS--
 FS1023'FROM THE DIRT DAM MENTIONED IN THE OLD DESCRIPTION BEAR LEFT
 FS1023'OR NORTHEASTERLY UP LOW RIDGE THENCE EASTERLY TO POINT WHERE
 FS1023'HUGE BOULDERS BAR FURTHER PROGRESS.  FROM HERE CONTINUE AS
 FS1023'PER OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0661 ***********************************************************************
 DU0661  DESIGNATION -  TL AJ 1
 DU0661  PID         -  DU0661
 DU0661  STATE/COUNTY-  AZ/MARICOPA
 DU0661  USGS QUAD   -  BUCKHORN (1982)
 DU0661
 DU0661                         *CURRENT SURVEY CONTROL
 DU0661  ___________________________________________________________________
 DU0661* NAD 83(1986)-  33 29 43.     (N)    111 41 03.     (W)     SCALED    
 DU0661* NAVD 88     -       469.618  (meters)    1540.74   (feet)  READJUSTED
 DU0661  ___________________________________________________________________
 DU0661  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU0661  DYNAMIC HT  -         469.060 (meters)    1538.91  (feet)  COMP
 DU0661  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 DU0661
 DU0661  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0661
 DU0661.The horizontal coordinates were scaled from a topographic map and have
 DU0661.an estimated accuracy of +/- 6 seconds.
 DU0661
 DU0661.The orthometric height was determined by differential leveling
 DU0661.and adjusted in April 1999.
 DU0661.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0661.distribution rate of 0.0 thru 1.0 mm/km.
 DU0661.The height was derived from older observations constrained to new
 DU0661.heights in a crustal motion area.  The height is approximate in
 DU0661.relation to other heights in its vicinity.
 DU0661
 DU0661.The geoid height was determined by GEOID03.
 DU0661
 DU0661.The dynamic height is computed by dividing the NAVD 88
 DU0661.geopotential number by the normal gravity value computed on the
 DU0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0661.degrees latitude (g = 980.6199 gals.).
 DU0661
 DU0661.The modeled gravity was interpolated from observed gravity values.
 DU0661
 DU0661;                    North         East    Units  Estimated Accuracy
 DU0661;SPC AZ C     -   276,700.      234,960.      MT  (+/- 180 meters Scaled)
 DU0661
 DU0661                          SUPERSEDED SURVEY CONTROL
 DU0661
 DU0661  NAVD 88 (06/15/91)  469.629  (m)         1540.77   (f) UNKNOWN     1 1
 DU0661  NGVD 29 (??/??/92)  469.048  (m)         1538.87   (f) ADJ UNCH    1 1
 DU0661
 DU0661.Superseded values are not recommended for survey control.
 DU0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0661.See file dsdata.txt to determine how the superseded data were derived.
 DU0661
 DU0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364064(NAD 83)
 DU0661_MARKER: DD = SURVEY DISK
 DU0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0661_STAMPING: TL-AJ-1 1960 ARMY MAP SERVICE
 DU0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0661+STABILITY: SURFACE MOTION
 DU0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0661+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 DU0661
 DU0661  HISTORY     - Date     Condition        Report By
 DU0661  HISTORY     - 1960     MONUMENTED       USE
 DU0661  HISTORY     - 1967     GOOD             NGS
 DU0661  HISTORY     - 1975     GOOD             NGS
 DU0661  HISTORY     - 1980     GOOD             NGS
 DU0661  HISTORY     - 20061016 GOOD             GEOCAC
 DU0661
 DU0661                          STATION DESCRIPTION
 DU0661
 DU0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0661'6.5 MI N FROM BUCKHORN.
 DU0661'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0661'POST OFFICE AT BUCKHORN, THENCE 5.5 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0661'S 25, T 2 N, R 6 E, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 72
 DU0661'FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 6 FEET SOUTH OF A POWER
 DU0661'POLE, 4 FEET EAST OF A METAL FENCE CORNER POST, 1.0 FOOT NORTH OF A
 DU0661'METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 DU0661'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0661
 DU0661                          STATION RECOVERY (1975)
 DU0661
 DU0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0661'ABOUT 8.7 MILES EAST ALONG U.S. HWY. 60, 70, 80, AND 89 FROM DOWNTOWN
 DU0661'MESA TO BUSH HWY., THENCE NORTH ON BUSH HWY. FOR 3.4 MILES TO MCDOWELL
 DU0661'RD., CONTINUE NORTH ON BUSH HWY. FOR 2 MILES TO THE STATION ON THE
 DU0661'LEFT (WEST).  THE MARK IS AN AMS DISK SET IN A CONCRETE MONUMENT
 DU0661'PROJECTING 0.4 FEET, 5 FEET WEST OF A FENCE CORNER AND THE NORTH END
 DU0661'OF THE WEST RIGHT OF WAY FENCE, 5 FEET SOUTH OF A POWER POLE FROM
 DU0661'WHICH A LINE LEADS TO THE EAST AND IS MARKED BY A USC AND GS WITNESS
 DU0661'POST.  1/4, SEC 25, T 2N, R 6E.
 DU0661
 DU0661                          STATION RECOVERY (1980)
 DU0661
 DU0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0661'RECOVERED IN GOOD CONDITION.
 DU0661
 DU0661                          STATION RECOVERY (2006)
 DU0661
 DU0661'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0661'RECOVERED AS DESCRIBED. ABOUT 2 FEET NORTHWEST OF THE CORNER OF A
 DU0661'CONCRETE BLOCK FENCE. THE CONCRETE POST IS EXPOSED BY MORE THAN 1 FOOT
 DU0661'ON THE EAST SIDE. THE FENCE CORNER-POST IS STILL IN PLACE, BUT NO
 DU0661'FENCE IS ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0657 ***********************************************************************
 DU0657  DESIGNATION -  TL AJ 3
 DU0657  PID         -  DU0657
 DU0657  STATE/COUNTY-  AZ/MARICOPA
 DU0657  USGS QUAD   -  BUCKHORN (1982)
 DU0657
 DU0657                         *CURRENT SURVEY CONTROL
 DU0657  ___________________________________________________________________
 DU0657* NAD 83(1986)-  33 27 59.     (N)    111 41 03.     (W)     SCALED    
 DU0657* NAVD 88     -       474.376  (meters)    1556.35   (feet)  READJUSTED
 DU0657  ___________________________________________________________________
 DU0657  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU0657  DYNAMIC HT  -         473.810 (meters)    1554.49  (feet)  COMP
 DU0657  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 DU0657
 DU0657  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0657
 DU0657.The horizontal coordinates were scaled from a topographic map and have
 DU0657.an estimated accuracy of +/- 6 seconds.
 DU0657
 DU0657.The orthometric height was determined by differential leveling
 DU0657.and adjusted in April 1999.
 DU0657.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0657.distribution rate of 0.0 thru 1.0 mm/km.
 DU0657.The height was derived from older observations constrained to new
 DU0657.heights in a crustal motion area.  The height is approximate in
 DU0657.relation to other heights in its vicinity.
 DU0657
 DU0657.The geoid height was determined by GEOID03.
 DU0657
 DU0657.The dynamic height is computed by dividing the NAVD 88
 DU0657.geopotential number by the normal gravity value computed on the
 DU0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0657.degrees latitude (g = 980.6199 gals.).
 DU0657
 DU0657.The modeled gravity was interpolated from observed gravity values.
 DU0657
 DU0657;                    North         East    Units  Estimated Accuracy
 DU0657;SPC AZ C     -   273,500.      234,970.      MT  (+/- 180 meters Scaled)
 DU0657
 DU0657                          SUPERSEDED SURVEY CONTROL
 DU0657
 DU0657  NAVD 88 (06/15/91)  474.385  (m)         1556.38   (f) UNKNOWN     1 1
 DU0657  NGVD 29 (??/??/92)  473.805  (m)         1554.48   (f) ADJ UNCH    1 1
 DU0657
 DU0657.Superseded values are not recommended for survey control.
 DU0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0657.See file dsdata.txt to determine how the superseded data were derived.
 DU0657
 DU0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC364032(NAD 83)
 DU0657_MARKER: DD = SURVEY DISK
 DU0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0657_STAMPING: TL-AJ-3 1960 ARMY MAP SERVICE
 DU0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0657+STABILITY: SURFACE MOTION
 DU0657
 DU0657  HISTORY     - Date     Condition        Report By
 DU0657  HISTORY     - 1960     MONUMENTED       USE
 DU0657  HISTORY     - 1967     GOOD             NGS
 DU0657  HISTORY     - 1975     GOOD             NGS
 DU0657  HISTORY     - 1980     GOOD             NGS
 DU0657  HISTORY     - 20061228 MARK NOT FOUND   GEOCAC
 DU0657  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU0657
 DU0657                          STATION DESCRIPTION
 DU0657
 DU0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0657'4.5 MI N FROM BUCKHORN.
 DU0657'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0657'POST OFFICE AT BUCKHORN, THENCE 3.5 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0657'S 36, T 2 N, R 6 E, 62 FEET NORTHWEST OF THE CENTER OF THE
 DU0657'INTERSECTION OF BUSH HIGHWAY AND EAST MCDOWELL ROAD, 31 FEET WEST OF
 DU0657'THE CENTER LINE OF BUSH HIGHWAY, 54 FEET NORTH OF THE CENTER LINE OF
 DU0657'EAST MCDOWELL ROAD, 4 FEET NORTH OF A POWER POLE, 1.0 FOOT SOUTH OF A
 DU0657'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROADS, AND SET
 DU0657'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DU0657
 DU0657                          STATION RECOVERY (1975)
 DU0657
 DU0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0657'ABOUT 8.7 MILES EAST ON U.S. HIGHWAY 60, 70, 80 AND 89 FROM DOWNTOWN
 DU0657'MESA TO BUSH HIGHWAY, THENCE 3.5 MILES NORTH ALONG BUSH HIGHWAY IN
 DU0657'S36, T2N, R6E, 62 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 DU0657'BUSH HIGHWAY AND EAST MCDOWELL RD., 35 FEET WEST OF THE CENTERLINE OF
 DU0657'BUSH HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF EAST MCDOWELL RD.,
 DU0657'3.5 FEET NORTHWEST OF A POWER POLE, 1.0 FOOT SOUTH OF A METAL WITNESS
 DU0657'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN A 10 INCH
 DU0657'CYLINDRICAL CONCRETE POST PROJECTING 0.2 FEET.  1/4, SEC 36, T 2N,
 DU0657'R6E.
 DU0657
 DU0657                          STATION RECOVERY (1980)
 DU0657
 DU0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0657'RECOVERED IN GOOD CONDITION.
 DU0657
 DU0657                          STATION RECOVERY (2006)
 DU0657
 DU0657'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0657'DID NOT FIND THE MARK. BOTH ROADS HAVE BEEN WIDENED, AND 65 FEET
 DU0657'NORTHWEST OF THE INTERSECTION IS NOW PAVED. THERE WAS NO POWER POLE OR
 DU0657'WITNESS POST IN THE AREA.
 DU0657
 DU0657                          STATION RECOVERY (2008)
 DU0657
 DU0657'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0657'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0657'MARK. BOTH POWER ROAD AND EAST MCDOWELL ROAD HAVE BEEN WIDENED. THE
 DU0657'DESCRIBED LOCATION HAS BEEN PAVED OVER. ASSUMED DESTROYED BY ROAD
 DU0657'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0651 ***********************************************************************
 DU0651  DESIGNATION -  TL AJ 5
 DU0651  PID         -  DU0651
 DU0651  STATE/COUNTY-  AZ/MARICOPA
 DU0651  USGS QUAD   -  BUCKHORN (1982)
 DU0651
 DU0651                         *CURRENT SURVEY CONTROL
 DU0651  ___________________________________________________________________
 DU0651* NAD 83(1986)-  33 26 13.     (N)    111 41 02.     (W)     SCALED    
 DU0651* NAVD 88     -       450.700  (meters)    1478.67   (feet)  READJUSTED
 DU0651  ___________________________________________________________________
 DU0651  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0651  DYNAMIC HT  -         450.160 (meters)    1476.90  (feet)  COMP
 DU0651  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 DU0651  OBS GRAVITY -     979,431.2   (mgal)                       GRAV_OBS
 DU0651
 DU0651  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU0651
 DU0651.The horizontal coordinates were scaled from a topographic map and have
 DU0651.an estimated accuracy of +/- 6 seconds.
 DU0651
 DU0651.The orthometric height was determined by differential leveling
 DU0651.and adjusted in April 1999.
 DU0651.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU0651.distribution rate of 0.0 thru 1.0 mm/km.
 DU0651.The height was derived from older observations constrained to new
 DU0651.heights in a crustal motion area.  The height is approximate in
 DU0651.relation to other heights in its vicinity.
 DU0651
 DU0651.The geoid height was determined by GEOID03.
 DU0651
 DU0651.The dynamic height is computed by dividing the NAVD 88
 DU0651.geopotential number by the normal gravity value computed on the
 DU0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0651.degrees latitude (g = 980.6199 gals.).
 DU0651
 DU0651.The modeled gravity was interpolated from observed gravity values.
 DU0651.The observed gravity was obtained from relative gravimeter ties
 DU0651.to the IGSN71 gravity network.
 DU0651
 DU0651;                    North         East    Units  Estimated Accuracy
 DU0651;SPC AZ C     -   270,230.      235,000.      MT  (+/- 180 meters Scaled)
 DU0651
 DU0651                          SUPERSEDED SURVEY CONTROL
 DU0651
 DU0651  NAVD 88 (06/15/91)  450.720  (m)         1478.74   (f) UNKNOWN     1 1
 DU0651  NGVD 29 (??/??/92)  450.203  (m)         1477.04   (f) ADJ UNCH    1 1
 DU0651
 DU0651.Superseded values are not recommended for survey control.
 DU0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0651.See file dsdata.txt to determine how the superseded data were derived.
 DU0651
 DU0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB364999(NAD 83)
 DU0651_MARKER: DD = SURVEY DISK
 DU0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0651_STAMPING: TL-AJ-5 1960 ARMY MAP SERVICE
 DU0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0651+STABILITY: SURFACE MOTION
 DU0651
 DU0651  HISTORY     - Date     Condition        Report By
 DU0651  HISTORY     - 1960     MONUMENTED       DOD
 DU0651  HISTORY     - 1967     GOOD             NGS
 DU0651  HISTORY     - 1970     GOOD             NGS
 DU0651  HISTORY     - 1975     GOOD             NGS
 DU0651  HISTORY     - 1980     GOOD             NGS
 DU0651  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0651  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU0651
 DU0651                          STATION DESCRIPTION
 DU0651
 DU0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0651'2.5 MI NE FROM BUCKHORN.
 DU0651'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0651'POST OFFICE AT BUCKHORN, THENCE 1.5 MILES NORTH ALONG BUSH HIGHWAY, IN
 DU0651'S 18, T 1 N, R 7 E, AT THE JUNCTION OF THE HIGHWAY AND EAST BROWN
 DU0651'ROAD, 37 FEET EAST OF THE CENTER LINE OF BUSH HIGHWAY, 20 FEET SOUTH
 DU0651'OF THE EXTENDED CENTER LINE OF EAST BROWN ROAD, 15 FEET SOUTH OF THE
 DU0651'CENTER LINE OF A TRAIL ROAD WHICH LEADS EAST, 0.9 FOOT SOUTH OF A
 DU0651'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 DU0651'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DU0651
 DU0651                          STATION RECOVERY (1970)
 DU0651
 DU0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0651'RECOVERED IN GOOD CONDITION.
 DU0651
 DU0651                          STATION RECOVERY (1975)
 DU0651
 DU0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0651'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0651'DOWNTOWN MESA THENCE 1.5 MILES NORTH ALONG BUSH HIGHWAY TO THE
 DU0651'JUNCTION OF THE HIGHWAY AND EAST BROWN ROAD, 37 FEET EAST OF THE
 DU0651'CENTERLINE OF BUSH HIGHWAY, 15 FEET SOUTH OF THE CENTERLINE EAST BROWN
 DU0651'ROAD, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DU0651'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DU0651'4 INCHES.  1/4, SEC 18, T 1N, R7E.
 DU0651
 DU0651                          STATION RECOVERY (1980)
 DU0651
 DU0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0651'RECOVERED IN GOOD CONDITION.
 DU0651
 DU0651                          STATION RECOVERY (1992)
 DU0651
 DU0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0651'MARK NOT FOUND.
 DU0651
 DU0651                          STATION RECOVERY (2008)
 DU0651
 DU0651'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0651'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0651'MARK. BROWN ROAD HAS BEEN EXTENDED EAST OF POWER ROAD, AND IS NOW FOUR
 DU0651'LANES PLUS A CENTER TURN LANE. TWENTY FEET SOUTH OF THE CENTERLINE IS
 DU0651'NOW IN THE CURB LANE. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0707 ***********************************************************************
 DU0707  DESIGNATION -  TL AJ 8
 DU0707  PID         -  DU0707
 DU0707  STATE/COUNTY-  AZ/MARICOPA
 DU0707  USGS QUAD   -  BUCKHORN (1982)
 DU0707
 DU0707                         *CURRENT SURVEY CONTROL
 DU0707  ___________________________________________________________________
 DU0707* NAD 83(1986)-  33 23 38.     (N)    111 41 05.     (W)     SCALED    
 DU0707* NAVD 88     -       419.690  (meters)    1376.93   (feet)  ADJUSTED  
 DU0707  ___________________________________________________________________
 DU0707  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU0707  DYNAMIC HT  -         419.188 (meters)    1375.29  (feet)  COMP
 DU0707  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 DU0707  OBS GRAVITY -     979,430.9   (mgal)                       GRAV_OBS
 DU0707
 DU0707  VERT ORDER  -  FIRST     CLASS II
 DU0707
 DU0707.The horizontal coordinates were scaled from a topographic map and have
 DU0707.an estimated accuracy of +/- 6 seconds.
 DU0707
 DU0707.The orthometric height was determined by differential leveling
 DU0707.and adjusted in November 1993.
 DU0707
 DU0707.The geoid height was determined by GEOID03.
 DU0707
 DU0707.The dynamic height is computed by dividing the NAVD 88
 DU0707.geopotential number by the normal gravity value computed on the
 DU0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0707.degrees latitude (g = 980.6199 gals.).
 DU0707
 DU0707.The modeled gravity was interpolated from observed gravity values.
 DU0707.The observed gravity was obtained from relative gravimeter ties
 DU0707.to the IGSN71 gravity network.
 DU0707
 DU0707;                    North         East    Units  Estimated Accuracy
 DU0707;SPC AZ C     -   265,460.      234,940.      MT  (+/- 180 meters Scaled)
 DU0707
 DU0707                          SUPERSEDED SURVEY CONTROL
 DU0707
 DU0707  NAVD 88 (06/15/91)  419.707  (m)         1376.99   (f) UNKNOWN     1 2
 DU0707  NGVD 29 (??/??/92)  419.194  (m)         1375.31   (f) ADJ UNCH    1 2
 DU0707
 DU0707.Superseded values are not recommended for survey control.
 DU0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0707.See file dsdata.txt to determine how the superseded data were derived.
 DU0707
 DU0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363951(NAD 83)
 DU0707_MARKER: DD = SURVEY DISK
 DU0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0707_STAMPING: TL-AJ-8 1960 ARMY MAP SERVICE
 DU0707_MARK LOGO: USE   
 DU0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0707+STABILITY: SURFACE MOTION
 DU0707
 DU0707  HISTORY     - Date     Condition        Report By
 DU0707  HISTORY     - 1960     MONUMENTED       DOD
 DU0707  HISTORY     - 1967     GOOD             NGS
 DU0707  HISTORY     - 1975     GOOD             NGS
 DU0707  HISTORY     - 1981     GOOD             NGS
 DU0707  HISTORY     - 1981     GOOD             AZDT
 DU0707  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0707
 DU0707                          STATION DESCRIPTION
 DU0707
 DU0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0707'2.6 MI SE FROM BUCKHORN.
 DU0707'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0707'POST OFFICE AT BUCKHORN, THENCE 1.6 MILES SOUTH ALONG POWERS ROAD, IN
 DU0707'S 25, T 1 N, R 6 E, AT THE JUNCTION OF 2 POWER LINES, 36 FEET WEST OF
 DU0707'THE CENTER LINE OF THE ROAD, 43 FEET NORTHEAST OF AN ELECTRIC PUMP FOR
 DU0707'AN IRRIGATION WELL, 4 1/2 FEET NORTH OF A POWER POLE, IN LINE WITH A
 DU0707'ROW OF POLES, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 DU0707'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DU0707'PROJECTING 2 INCHES.
 DU0707
 DU0707                          STATION RECOVERY (1975)
 DU0707
 DU0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0707'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0707'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR 1.5
 DU0707'MILES TO INTERSECTION OF SOUTHERN AVENUE.  THE STATION IS LOCATED IN
 DU0707'THE SOUTHWEST CORNER OF INTERSECTION, 37 FEET WEST OF CENTERLINE OF
 DU0707'POWERS ROAD, 43 FEET NORTHEAST OF AN ELECTRIC PUMP FOR AN IRRIGATION
 DU0707'WELL, 4.5 FEET NORTH OF A POWER POLE AND IS SET IN A CONCRETE POST
 DU0707'LEVEL WITH THE GROUND.  SEC 36, T 1N, R 6E.
 DU0707
 DU0707                          STATION RECOVERY (1981)
 DU0707
 DU0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0707'RECOVERED IN GOOD CONDITION.
 DU0707
 DU0707                          STATION RECOVERY (1981)
 DU0707
 DU0707'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU0707'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MESA, IN
 DU0707'THE SOUTHWEST CORNER OF THE INTERSECTION FORMED BY SOUTHERN AVENUE AND
 DU0707'POWER ROAD, 2.5 FEET (0.76 METER) SOUTHWEST OF THE CURB RADIUS, 4 FT
 DU0707'(1.22 METERS) NORTHEAST OF POWER POLE, A STANDARD USE BRASS CAP SET IN
 DU0707'A CONCRETE POST LEVEL WITH THE GROUND.
 DU0707
 DU0707                          STATION RECOVERY (1992)
 DU0707
 DU0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1643 ***********************************************************************
 DU1643  DESIGNATION -  TL AJ 8 RESET
 DU1643  PID         -  DU1643
 DU1643  STATE/COUNTY-  AZ/MARICOPA
 DU1643  USGS QUAD   -  BUCKHORN (1982)
 DU1643
 DU1643                         *CURRENT SURVEY CONTROL
 DU1643  ___________________________________________________________________
 DU1643* NAD 83(1986)-  33 23 38.     (N)    111 41 05.     (W)     SCALED    
 DU1643* NAVD 88     -       420.135  (meters)    1378.39   (feet)  ADJUSTED  
 DU1643  ___________________________________________________________________
 DU1643  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DU1643  DYNAMIC HT  -         419.633 (meters)    1376.75  (feet)  COMP
 DU1643  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 DU1643
 DU1643  VERT ORDER  -  SECOND    CLASS I
 DU1643
 DU1643.The horizontal coordinates were scaled from a topographic map and have
 DU1643.an estimated accuracy of +/- 6 seconds.
 DU1643
 DU1643.The orthometric height was determined by differential leveling
 DU1643.and adjusted in November 1993.
 DU1643
 DU1643.The geoid height was determined by GEOID03.
 DU1643
 DU1643.The dynamic height is computed by dividing the NAVD 88
 DU1643.geopotential number by the normal gravity value computed on the
 DU1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1643.degrees latitude (g = 980.6199 gals.).
 DU1643
 DU1643.The modeled gravity was interpolated from observed gravity values.
 DU1643
 DU1643;                    North         East    Units  Estimated Accuracy
 DU1643;SPC AZ C     -   265,460.      234,940.      MT  (+/- 180 meters Scaled)
 DU1643
 DU1643                          SUPERSEDED SURVEY CONTROL
 DU1643
 DU1643.No superseded survey control is available for this station.
 DU1643
 DU1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363951(NAD 83)
 DU1643_MARKER: DE = TRAVERSE STATION DISK
 DU1643_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DU1643_SP_SET: CONCRETE WELL FOUNDATION
 DU1643_STAMPING: TL-AJ-8 RESET
 DU1643_MARK LOGO: AZDT  
 DU1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1643+STABILITY: SURFACE MOTION
 DU1643
 DU1643  HISTORY     - Date     Condition        Report By
 DU1643  HISTORY     - 1981     MONUMENTED       AZDT
 DU1643  HISTORY     - 1984     GOOD             AZDT
 DU1643  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU1643  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU1643
 DU1643                          STATION DESCRIPTION
 DU1643
 DU1643'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1643'IN MESA.
 DU1643'IN MESA, IN THE SOUTHWEST CORNER OF THE INTERSECTION FORMED BY
 DU1643'SOUTHERN AVENUE AND POWER ROAD,
 DU1643'38.3 FEET (11.7 METERS) SOUTHWEST OF TL AJ 8 USE, 5.0 FEET
 DU1643'(1.5 METERS) NORTHEAST OF THE CENTER OF A WELL PUMP. A STANDARD AZDT
 DU1643'ALUMINUM CAP EPOXIED IN CONCRETE.
 DU1643
 DU1643                          STATION RECOVERY (1984)
 DU1643
 DU1643'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1643'RECOVERED IN GOOD CONDITION.
 DU1643
 DU1643                          STATION RECOVERY (1992)
 DU1643
 DU1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1643'MARK NOT FOUND.
 DU1643
 DU1643                          STATION RECOVERY (2008)
 DU1643
 DU1643'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1643'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU1643'MARK. NO WELL PUMP AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0706 ***********************************************************************
 DU0706  DESIGNATION -  TL AJ 9
 DU0706  PID         -  DU0706
 DU0706  STATE/COUNTY-  AZ/MARICOPA
 DU0706  USGS QUAD   -  BUCKHORN (1982)
 DU0706
 DU0706                         *CURRENT SURVEY CONTROL
 DU0706  ___________________________________________________________________
 DU0706* NAD 83(1986)-  33 22 46.     (N)    111 41 04.     (W)     SCALED    
 DU0706* NAVD 88     -       414.526  (meters)    1359.99   (feet)  ADJUSTED  
 DU0706  ___________________________________________________________________
 DU0706  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU0706  DYNAMIC HT  -         414.030 (meters)    1358.36  (feet)  COMP
 DU0706  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 DU0706  OBS GRAVITY -     979,427.8   (mgal)                       GRAV_OBS
 DU0706
 DU0706  VERT ORDER  -  FIRST     CLASS II
 DU0706
 DU0706.The horizontal coordinates were scaled from a topographic map and have
 DU0706.an estimated accuracy of +/- 6 seconds.
 DU0706
 DU0706.The orthometric height was determined by differential leveling
 DU0706.and adjusted in November 1993.
 DU0706
 DU0706.The geoid height was determined by GEOID03.
 DU0706
 DU0706.The dynamic height is computed by dividing the NAVD 88
 DU0706.geopotential number by the normal gravity value computed on the
 DU0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0706.degrees latitude (g = 980.6199 gals.).
 DU0706
 DU0706.The modeled gravity was interpolated from observed gravity values.
 DU0706.The observed gravity was obtained from relative gravimeter ties
 DU0706.to the IGSN71 gravity network.
 DU0706
 DU0706;                    North         East    Units  Estimated Accuracy
 DU0706;SPC AZ C     -   263,860.      234,970.      MT  (+/- 180 meters Scaled)
 DU0706
 DU0706                          SUPERSEDED SURVEY CONTROL
 DU0706
 DU0706  NGVD 29 (??/??/92)  414.164  (m)         1358.80   (f) ADJ UNCH    1 2
 DU0706
 DU0706.Superseded values are not recommended for survey control.
 DU0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0706.See file dsdata.txt to determine how the superseded data were derived.
 DU0706
 DU0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363935(NAD 83)
 DU0706_MARKER: DD = SURVEY DISK
 DU0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0706_SP_SET: CONCRETE POST
 DU0706_STAMPING: TL-AJ-9 1960 ARMY MAP SERVICE
 DU0706_MARK LOGO: USE   
 DU0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0706+STABILITY: SURFACE MOTION
 DU0706
 DU0706  HISTORY     - Date     Condition        Report By
 DU0706  HISTORY     - 1960     MONUMENTED       DOD
 DU0706  HISTORY     - 1967     GOOD             NGS
 DU0706  HISTORY     - 1984     GOOD             AZDT
 DU0706  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0706  HISTORY     - 20070920 MARK NOT FOUND   GEOCAC
 DU0706
 DU0706                          STATION DESCRIPTION
 DU0706
 DU0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0706'3.6 MI SE FROM BUCKHORN.
 DU0706'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0706'POST OFFICE AT BUCKHORN, THENCE 2.6 MILES SOUTH ALONG POWERS ROAD, IN
 DU0706'S 31, T 1 N, R 7 E, 0.2 MILE EAST OF THE INTERSECTION OF POWERS AND
 DU0706'BASELINE ROADS, AT THE JUNCTION OF BASELINE ROAD AND A ROAD LEADING
 DU0706'NORTH, 61 FEET NORTH OF THE CENTER LINE OF BASELINE ROAD, 24 FEET EAST
 DU0706'OF THE CENTER LINE OF THE ROAD LEADING NORTH, 2 1/2 FEET NORTHEAST OF
 DU0706'A POWER POLE, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DU0706'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 DU0706'GROUND.
 DU0706
 DU0706                          STATION RECOVERY (1984)
 DU0706
 DU0706'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU0706'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 DU0706'INTERSECTION OF E. BASELINE ROAD AND POWER ROAD IN MESA, ARIZONA, GO
 DU0706'EAST ON BASELINE FOR 0.27 KM.  (0.17 MI.), THE STATION IS 18.29
 DU0706'METERS (60.0 FT.) NORTH OF THE CENTERLINE OF BASELINE ROAD, 9.75
 DU0706'METERS (32.0 FT.) EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, A
 DU0706'CORPS OF ENGINEERS, U.S. ARMY CAP SET IN A 10 INCH CONCRETE POST.
 DU0706
 DU0706                          STATION RECOVERY (1992)
 DU0706
 DU0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0706'MARK NOT FOUND.
 DU0706
 DU0706                          STATION RECOVERY (2007)
 DU0706
 DU0706'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0706'THE AREA HAS BEEN DEVELOPED, AND THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1734 ***********************************************************************
 DU1734  DESIGNATION -  TL R 5
 DU1734  PID         -  DU1734
 DU1734  STATE/COUNTY-  AZ/MARICOPA
 DU1734  USGS QUAD   -  TEMPE (1982)
 DU1734
 DU1734                         *CURRENT SURVEY CONTROL
 DU1734  ___________________________________________________________________
 DU1734* NAD 83(1986)-  33 26 14.     (N)    111 58 41.     (W)     SCALED    
 DU1734* NAVD 88     -       346.072  (meters)    1135.40   (feet)  ADJUSTED  
 DU1734  ___________________________________________________________________
 DU1734  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU1734  DYNAMIC HT  -         345.674 (meters)    1134.10  (feet)  COMP
 DU1734  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DU1734
 DU1734  VERT ORDER  -  SECOND    CLASS I
 DU1734
 DU1734.The horizontal coordinates were scaled from a topographic map and have
 DU1734.an estimated accuracy of +/- 6 seconds.
 DU1734
 DU1734.The orthometric height was determined by differential leveling
 DU1734.and adjusted in November 1993.
 DU1734
 DU1734.The geoid height was determined by GEOID03.
 DU1734
 DU1734.The dynamic height is computed by dividing the NAVD 88
 DU1734.geopotential number by the normal gravity value computed on the
 DU1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1734.degrees latitude (g = 980.6199 gals.).
 DU1734
 DU1734.The modeled gravity was interpolated from observed gravity values.
 DU1734
 DU1734;                    North         East    Units  Estimated Accuracy
 DU1734;SPC AZ C     -   270,240.      207,650.      MT  (+/- 180 meters Scaled)
 DU1734
 DU1734                          SUPERSEDED SURVEY CONTROL
 DU1734
 DU1734.No superseded survey control is available for this station.
 DU1734
 DU1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC090001(NAD 83)
 DU1734_MARKER: DB = BENCH MARK DISK
 DU1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1734_SP_SET: CONCRETE
 DU1734_STAMPING: TL-R-5 1960
 DU1734_MARK LOGO: USE   
 DU1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1734+STABILITY: SURFACE MOTION
 DU1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1734+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2008
 DU1734
 DU1734  HISTORY     - Date     Condition        Report By
 DU1734  HISTORY     - 1960     MONUMENTED       USE
 DU1734  HISTORY     - 1982     GOOD             AZDT
 DU1734  HISTORY     - 20061215 GOOD             GEOCAC
 DU1734  HISTORY     - 20080406 GOOD             GEOCAC
 DU1734
 DU1734                          STATION DESCRIPTION
 DU1734
 DU1734'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1734'IN PHOENIX.
 DU1734'IN PHOENIX, FROM THE INTERSECTION OF WASHINGTON AND 48TH STREET TRAVEL
 DU1734'SOUTH ALONG 48TH STREET FOR 0.65 MI (1.05 KM) TO A GRAVEL ROAD
 DU1734'ENTRANCE TO A RADIO TOWER ON THE EAST SIDE, 16.0 FT (4.88 METERS)
 DU1734'SOUTH OF CENTERLINE OF GRAVEL ROAD, 138.0 FT (42.06 METERS) EAST OF
 DU1734'CENTERLINE OF 48TH STREET. A STANDARD USE BRASS CAP IN A CONCRETE
 DU1734'POST.
 DU1734
 DU1734                          STATION RECOVERY (2006)
 DU1734
 DU1734'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1734'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATE TO THE
 DU1734'DESCRIPTION   THE MARK IS NOW LOCATED INSIDE THE NORTHBOUND STATE
 DU1734'ROUTE 143 TO WESTBOUND SKY HARBOR BOULEVARD CLOVERLEAF, 95 FEET NORTH
 DU1734'OF A GRAVEL TRACK ROAD, 145 FEET NORTH OF THE NORTH CURB FOR THE
 DU1734'SOUTHBOUND STATE ROUTE 143 EXIT FROM SKY HARBOR BOULEVARD, 1.3 FEET
 DU1734'WEST OF A WITNESS POST, AND 1.3 FEET ABOVE THE LEVEL OF THE GROUND.
 DU1734'HANDHELD COORDINATES
 DU1734'33 26 14.22 (N)   111 58 40.56 (W)  (NAD 83).
 DU1734' 
 DU1734'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 143 AND
 DU1734'UNIVERSITY DRIVE   TAKE THE NORTHBOUND ONRAMP FROM UNIVERSITY DRIVE TO
 DU1734'STATE ROUTE 143 FOR 1 MILE TO THE WESTBOUND SKY HARBOR BOULEVARD EXIT,
 DU1734'ON THE EAST SIDE OF THE CLOVERLEAF DRIVE OFF THE PAVED ROAD AND ONTO
 DU1734'THE SLIGHTLY ELEVATED GRAVEL TRACK ROAD. CONTINUE ON THE GRAVEL TRACK
 DU1734'ROAD AROUND THE CLOVERLEAF TO THE STATION ON THE RIGHT.
 DU1734
 DU1734                          STATION RECOVERY (2008)
 DU1734
 DU1734'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0982 ***********************************************************************
 DU0982  DESIGNATION -  TL S 11
 DU0982  PID         -  DU0982
 DU0982  STATE/COUNTY-  AZ/MARICOPA
 DU0982  USGS QUAD   -  GUADALUPE (1982)
 DU0982
 DU0982                         *CURRENT SURVEY CONTROL
 DU0982  ___________________________________________________________________
 DU0982* NAD 83(1986)-  33 20 56.     (N)    111 57 48.     (W)     SCALED    
 DU0982* NAVD 88     -       376.93   (+/-2cm)    1236.6    (feet)  VERTCON   
 DU0982  ___________________________________________________________________
 DU0982  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DU0982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0982
 DU0982.The horizontal coordinates were scaled from a topographic map and have
 DU0982.an estimated accuracy of +/- 6 seconds.
 DU0982
 DU0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0982.The vertical order pertains to the NGVD 29 superseded value.
 DU0982
 DU0982.The geoid height was determined by GEOID03.
 DU0982
 DU0982;                    North         East    Units  Estimated Accuracy
 DU0982;SPC AZ C     -   260,440.      209,020.      MT  (+/- 180 meters Scaled)
 DU0982
 DU0982                          SUPERSEDED SURVEY CONTROL
 DU0982
 DU0982  NGVD 29 (??/??/92)  376.328  (m)         1234.67   (f) ADJ UNCH    2 0
 DU0982
 DU0982.Superseded values are not recommended for survey control.
 DU0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0982.See file dsdata.txt to determine how the superseded data were derived.
 DU0982
 DU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB103903(NAD 83)
 DU0982_MARKER: DD = SURVEY DISK
 DU0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0982_STAMPING: TL S 11 1960
 DU0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0982+STABILITY: SURFACE MOTION
 DU0982
 DU0982  HISTORY     - Date     Condition        Report By
 DU0982  HISTORY     - 1960     MONUMENTED       USE
 DU0982  HISTORY     - 1962     GOOD             NGS
 DU0982  HISTORY     - 20070702 MARK NOT FOUND   GEOCAC
 DU0982
 DU0982                          STATION DESCRIPTION
 DU0982
 DU0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0982'1.6 MI S FROM GUADALUPE.
 DU0982'1.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0982'GUADALUPE, AT THE JUNCTION OF EAST ELLIOT ROAD, 29 FEET EAST OF THE
 DU0982'CENTER OF SOUTH 56TH STREET, 36 FEET NORTH OF THE CENTER OF EAST
 DU0982'ELLIOT ROAD, 4 FEET NORTHEAST OR POWER POLE NO. 55, 2.4 FEET EAST OF A
 DU0982'METAL WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN TOP OF A
 DU0982'CONCRETE POST PROJECTING 2 INCHES.
 DU0982
 DU0982                          STATION RECOVERY (2007)
 DU0982
 DU0982'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0982'THE ROADS HAVE BEEN WIDENED, AND AS WELL THE ADJOINING PROPERTY ON ALL
 DU0982'SIDES HAS BEEN DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0978 ***********************************************************************
 DU0978  DESIGNATION -  TL S 7
 DU0978  PID         -  DU0978
 DU0978  STATE/COUNTY-  AZ/MARICOPA
 DU0978  USGS QUAD   -  TEMPE (1982)
 DU0978
 DU0978                         *CURRENT SURVEY CONTROL
 DU0978  ___________________________________________________________________
 DU0978* NAD 83(1986)-  33 24 25.     (N)    111 57 39.     (W)     SCALED    
 DU0978* NAVD 88     -       350.47   (+/-2cm)    1149.8    (feet)  VERTCON   
 DU0978  ___________________________________________________________________
 DU0978  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0978
 DU0978.The horizontal coordinates were scaled from a topographic map and have
 DU0978.an estimated accuracy of +/- 6 seconds.
 DU0978
 DU0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0978.The vertical order pertains to the NGVD 29 superseded value.
 DU0978
 DU0978.The geoid height was determined by GEOID03.
 DU0978
 DU0978;                    North         East    Units  Estimated Accuracy
 DU0978;SPC AZ C     -   266,880.      209,250.      MT  (+/- 180 meters Scaled)
 DU0978
 DU0978                          SUPERSEDED SURVEY CONTROL
 DU0978
 DU0978  NGVD 29 (??/??/92)  349.843  (m)         1147.78   (f) ADJ UNCH    2 0
 DU0978
 DU0978.Superseded values are not recommended for survey control.
 DU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0978.See file dsdata.txt to determine how the superseded data were derived.
 DU0978
 DU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106968(NAD 83)
 DU0978_MARKER: DD = SURVEY DISK
 DU0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0978_STAMPING: TL S 7 1960
 DU0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0978+STABILITY: SURFACE MOTION
 DU0978
 DU0978  HISTORY     - Date     Condition        Report By
 DU0978  HISTORY     - 1960     MONUMENTED       DOD
 DU0978  HISTORY     - 1963     GOOD             NGS
 DU0978  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0978  HISTORY     - 20070709 MARK NOT FOUND   GEOCAC
 DU0978
 DU0978                          STATION DESCRIPTION
 DU0978
 DU0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0978'6.5 MI E FROM PHOENIX.
 DU0978'6.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DU0978'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, AT THE JUNCTION
 DU0978'OF EAST BROADWAY AND SOUTH 56TH STREET, 36.5 FEET NORTH OF THE CENTER
 DU0978'OF EAST BROADWAY, 31 FEET WEST OF THE CENTER OF SOUTH 56TH STREET, 22
 DU0978'FEET EAST OF POWER POLE NO. 9 18 CL 1, 3.5 FEET NORTH OF A METAL
 DU0978'RIGHT-OF-WAY MARKER, 3.5 FEET SOUTH OF ANOTHER RIGHT-OF-WAY MARKER,
 DU0978'ABOUT LEVEL WITHE THE STREET, AND SET IN TOP OF A CONCRETE POST FLUSH
 DU0978'WITH THE GROUND.
 DU0978
 DU0978                          STATION RECOVERY (1992)
 DU0978
 DU0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0978'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 DU0978'DESTROYED.
 DU0978
 DU0978                          STATION RECOVERY (2007)
 DU0978
 DU0978'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0978'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0978'MARK. BOTH ROADS HAVE BEEN WIDENED, AND THE DESCRIBED LOCATION IS
 DU0978'INSIDE THE INTERSECTION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0979 ***********************************************************************
 DU0979  DESIGNATION -  TL S 8
 DU0979  PID         -  DU0979
 DU0979  STATE/COUNTY-  AZ/MARICOPA
 DU0979  USGS QUAD   -  TEMPE (1982)
 DU0979
 DU0979                         *CURRENT SURVEY CONTROL
 DU0979  ___________________________________________________________________
 DU0979* NAD 83(1986)-  33 23 32.     (N)    111 57 39.     (W)     SCALED    
 DU0979* NAVD 88     -       355.53   (+/-2cm)    1166.4    (feet)  VERTCON   
 DU0979  ___________________________________________________________________
 DU0979  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0979
 DU0979.The horizontal coordinates were scaled from a topographic map and have
 DU0979.an estimated accuracy of +/- 6 seconds.
 DU0979
 DU0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0979.The vertical order pertains to the NGVD 29 superseded value.
 DU0979
 DU0979.The geoid height was determined by GEOID03.
 DU0979
 DU0979;                    North         East    Units  Estimated Accuracy
 DU0979;SPC AZ C     -   265,250.      209,250.      MT  (+/- 180 meters Scaled)
 DU0979
 DU0979                          SUPERSEDED SURVEY CONTROL
 DU0979
 DU0979  NGVD 29 (??/??/92)  354.907  (m)         1164.39   (f) ADJ UNCH    2 0
 DU0979
 DU0979.Superseded values are not recommended for survey control.
 DU0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0979.See file dsdata.txt to determine how the superseded data were derived.
 DU0979
 DU0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB106951(NAD 83)
 DU0979_MARKER: DD = SURVEY DISK
 DU0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0979_STAMPING: TL S 8 1960
 DU0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0979+STABILITY: SURFACE MOTION
 DU0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0979+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DU0979
 DU0979  HISTORY     - Date     Condition        Report By
 DU0979  HISTORY     - 1960     MONUMENTED       USE
 DU0979  HISTORY     - 1962     GOOD             NGS
 DU0979  HISTORY     - 20040325 GOOD             USPSQD
 DU0979  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU0979
 DU0979                          STATION DESCRIPTION
 DU0979
 DU0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0979'7.5 MI SE FROM PHOENIX.
 DU0979'6.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DU0979'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, THENCE 1.0 MILE
 DU0979'SOUTH ALONG SOUTH 56TH STREET, AT THE JUNCTION OF SOUTH 56TH STREET
 DU0979'AND SOUTHERN AVENUE, 67 FEET EAST OF THE CENTER OF 56TH STREET, 38
 DU0979'FEET SOUTH OF THE CENTER OF SOUTHERN AVENUE, 28 FEET EAST OF A POWER
 DU0979'POLE, 4 FEET NORTH OF A FENCE, 8 FEET SOUTHEAST OF AN 8 BY 10 FOOT
 DU0979'SQUARE CONCRETE WATER BOX, AND SET IN TOP OF A CONCRETE POST FLUSH
 DU0979'WITH THE GROUND.
 DU0979
 DU0979                          STATION RECOVERY (2004)
 DU0979
 DU0979'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU0979'RECOVERED  BUT THE MARK NEEDS A REPLACEMENT.
 DU0979
 DU0979                          STATION RECOVERY (2008)
 DU0979
 DU0979'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0979'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0979'MARK. THE ROADS HAVE BEEN WIDENED, AND THE DESCRIBED LOCATION IS NOW A
 DU0979'PAVED AREA OF THE INTERSECTION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0732 ***********************************************************************
 DV0732  DESIGNATION -  TL YX 2
 DV0732  PID         -  DV0732
 DV0732  STATE/COUNTY-  AZ/MARICOPA
 DV0732  USGS QUAD   -  BUCKEYE NW (1982)
 DV0732
 DV0732                         *CURRENT SURVEY CONTROL
 DV0732  ___________________________________________________________________
 DV0732* NAD 83(1986)-  33 28 45.     (N)    112 42 45.     (W)     SCALED    
 DV0732* NAVD 88     -       347.060  (meters)    1138.65   (feet)  ADJUSTED  
 DV0732  ___________________________________________________________________
 DV0732  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0732  DYNAMIC HT  -         346.659 (meters)    1137.33  (feet)  COMP
 DV0732  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DV0732
 DV0732  VERT ORDER  -  FIRST     CLASS II
 DV0732
 DV0732.The horizontal coordinates were scaled from a topographic map and have
 DV0732.an estimated accuracy of +/- 6 seconds.
 DV0732
 DV0732.The orthometric height was determined by differential leveling
 DV0732.and adjusted in June 1991.
 DV0732
 DV0732.The geoid height was determined by GEOID03.
 DV0732
 DV0732.The dynamic height is computed by dividing the NAVD 88
 DV0732.geopotential number by the normal gravity value computed on the
 DV0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0732.degrees latitude (g = 980.6199 gals.).
 DV0732
 DV0732.The modeled gravity was interpolated from observed gravity values.
 DV0732
 DV0732;                    North         East    Units  Estimated Accuracy
 DV0732;SPC AZ C     -   275,170.      139,400.      MT  (+/- 180 meters Scaled)
 DV0732
 DV0732                          SUPERSEDED SURVEY CONTROL
 DV0732
 DV0732  NGVD 29 (??/??/92)  346.411  (m)         1136.52   (f) ADJ UNCH    1 2
 DV0732
 DV0732.Superseded values are not recommended for survey control.
 DV0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0732.See file dsdata.txt to determine how the superseded data were derived.
 DV0732
 DV0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC408057(NAD 83)
 DV0732_MARKER: DD = SURVEY DISK
 DV0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0732_STAMPING: TL-YX-2 1960 ARMY MAP SERVICE
 DV0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0732+STABILITY: SURFACE MOTION
 DV0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0732+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 DV0732
 DV0732  HISTORY     - Date     Condition        Report By
 DV0732  HISTORY     - 1960     MONUMENTED       USE
 DV0732  HISTORY     - 1967     GOOD             NGS
 DV0732  HISTORY     - 1981     GOOD             NGS
 DV0732  HISTORY     - 20010413 GOOD             MCDOT
 DV0732  HISTORY     - 20080530 MARK NOT FOUND   GEOCAC
 DV0732
 DV0732                          STATION DESCRIPTION
 DV0732
 DV0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0732'12.1 MI NW FROM BUCKEYE.
 DV0732'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0732'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 7.6 MILES
 DV0732'WEST ALONG YUMA ROAD, THENCE 0.4 MILE NORTH ALONG A TRAIL ROAD, IN S
 DV0732'36, T 2 N, R 5 W, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 78 FEET
 DV0732'NORTHWEST OF THE CENTER OF A WASH WHICH CROSSES THE ROAD, 85 FEET
 DV0732'SOUTH OF A SAGUARO CACTUS, IN THE CENTER OF A 6-FOOT CIRCLE THAT IS
 DV0732'BANDED BY A 4-FOOT CIRCLE OF ROCKS THAT ARE PAINTED BLACK, ABOUT 1
 DV0732'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0732'POST PROJECTING 2 INCHES.
 DV0732
 DV0732                          STATION RECOVERY (1981)
 DV0732
 DV0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0732'RECOVERED IN GOOD CONDITION.
 DV0732
 DV0732                          STATION RECOVERY (2001)
 DV0732
 DV0732'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0732'FROM INTERSECTION OF TONOPAH HWY. + JOHNSON RD. GO .15 MILES W THENCE
 DV0732'.3 MILES NE ON DIRT ROAD THENCE .1 MILES N ON DIRT TRAIL TO BW FENCE
 DV0732'US CORPS OF ENGINEERS BC IN CONC. IN 14' DIA.CIRCLE OF STONE
 DV0732' 
 DV0732' 
 DV0732' 
 DV0732' 
 DV0732' 
 DV0732' 
 DV0732
 DV0732                          STATION RECOVERY (2008)
 DV0732
 DV0732'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0732'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND NUMEROUS
 DV0732'TRACKS, VEGETATION, AND THE EDGE OF A NEW HOUSING DEVELOPMENT. DID NOT
 DV0732'FIND THE CIRCLE OF STONE. THE MARK MAY BE COVERED BY DECORATIVE STONE
 DV0732'FROM THE NEW DEVELOPMENT OR COVERED BY DIRT AND VEGETATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0731 ***********************************************************************
 DV0731  DESIGNATION -  TL YX 3
 DV0731  PID         -  DV0731
 DV0731  STATE/COUNTY-  AZ/MARICOPA
 DV0731  USGS QUAD   -  BUCKEYE NW (1982)
 DV0731
 DV0731                         *CURRENT SURVEY CONTROL
 DV0731  ___________________________________________________________________
 DV0731* NAD 83(1986)-  33 27 53.     (N)    112 42 45.     (W)     SCALED    
 DV0731* NAVD 88     -       337.43   (+/-2cm)    1107.1    (feet)  VERTCON   
 DV0731  ___________________________________________________________________
 DV0731  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DV0731  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0731
 DV0731.The horizontal coordinates were scaled from a topographic map and have
 DV0731.an estimated accuracy of +/- 6 seconds.
 DV0731
 DV0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0731.The vertical order pertains to the NGVD 29 superseded value.
 DV0731
 DV0731.The geoid height was determined by GEOID03.
 DV0731
 DV0731;                    North         East    Units  Estimated Accuracy
 DV0731;SPC AZ C     -   273,570.      139,390.      MT  (+/- 180 meters Scaled)
 DV0731
 DV0731                          SUPERSEDED SURVEY CONTROL
 DV0731
 DV0731  NGVD 29 (??/??/92)  336.785  (m)         1104.94   (f) ADJ UNCH    1 2
 DV0731
 DV0731.Superseded values are not recommended for survey control.
 DV0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0731.See file dsdata.txt to determine how the superseded data were derived.
 DV0731
 DV0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC408041(NAD 83)
 DV0731_MARKER: DD = SURVEY DISK
 DV0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0731_STAMPING: TL-YX-3 1960 ARMY MAP SERVICE
 DV0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0731+STABILITY: SURFACE MOTION
 DV0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0731+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0731
 DV0731  HISTORY     - Date     Condition        Report By
 DV0731  HISTORY     - 1960     MONUMENTED       USE
 DV0731  HISTORY     - 1967     GOOD             NGS
 DV0731  HISTORY     - 1981     POOR             NGS
 DV0731  HISTORY     - 20010416 GOOD             MCDOT
 DV0731  HISTORY     - 20080530 GOOD             GEOCAC
 DV0731
 DV0731                          STATION DESCRIPTION
 DV0731
 DV0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0731'12.3 MI NW FROM BUCKEYE.
 DV0731'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0731'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 7.6 MILES
 DV0731'WEST ALONG YUMA ROAD, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, IN S
 DV0731'36, T 2 N, R 5 W, 35 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 22
 DV0731'FEET NORTH OF AN EAST-WEST FENCE LINE, ABOUT 1 1/2 FEET ABOVE THE
 DV0731'LEVEL OF THE ROAD, IN THE CENTER OF A 6-FOOT CIRCLE THAT IS BANDED BY
 DV0731'A 4-FOOT CIRCLE OF ROCKS WHICH ARE PAINTED BLACK, AND SET IN THE TOP
 DV0731'OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0731
 DV0731                          STATION RECOVERY (1981)
 DV0731
 DV0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0731'THE DISK IS LOOSE IN THE CONCRETE POST NOT LEVELED THIS SURVEY.
 DV0731
 DV0731                          STATION RECOVERY (2001)
 DV0731
 DV0731'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0731' 
 DV0731' 
 DV0731'FROM JUNCT.TONOPAH-SALOME HWY + JOHNSON RD. GO .6 MILES S TO BM (TL YX
 DV0731'3)
 DV0731'US  CORPS OF ENGINEERS BC IN CONC. IN 14' DIA.CIRCLE OF STONE
 DV0731' 
 DV0731' 
 DV0731' 
 DV0731' 
 DV0731' 
 DV0731
 DV0731                          STATION RECOVERY (2008)
 DV0731
 DV0731'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0731'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0731'33 27 52.9 (N)   112 42 44.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0721 ***********************************************************************
 DV0721  DESIGNATION -  TL ZB 4
 DV0721  PID         -  DV0721
 DV0721  STATE/COUNTY-  AZ/MARICOPA
 DV0721  USGS QUAD   -  BUCKEYE NW (1982)
 DV0721
 DV0721                         *CURRENT SURVEY CONTROL
 DV0721  ___________________________________________________________________
 DV0721* NAD 83(1986)-  33 27 00.     (N)    112 38 34.     (W)     SCALED    
 DV0721* NAVD 88     -       346.972  (meters)    1138.36   (feet)  ADJUSTED  
 DV0721  ___________________________________________________________________
 DV0721  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DV0721  DYNAMIC HT  -         346.574 (meters)    1137.05  (feet)  COMP
 DV0721  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 DV0721
 DV0721  VERT ORDER  -  FIRST     CLASS II
 DV0721
 DV0721.The horizontal coordinates were scaled from a topographic map and have
 DV0721.an estimated accuracy of +/- 6 seconds.
 DV0721
 DV0721.The orthometric height was determined by differential leveling
 DV0721.and adjusted in June 1991.
 DV0721
 DV0721.The geoid height was determined by GEOID03.
 DV0721
 DV0721.The dynamic height is computed by dividing the NAVD 88
 DV0721.geopotential number by the normal gravity value computed on the
 DV0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0721.degrees latitude (g = 980.6199 gals.).
 DV0721
 DV0721.The modeled gravity was interpolated from observed gravity values.
 DV0721
 DV0721;                    North         East    Units  Estimated Accuracy
 DV0721;SPC AZ C     -   271,890.      145,860.      MT  (+/- 180 meters Scaled)
 DV0721
 DV0721                          SUPERSEDED SURVEY CONTROL
 DV0721
 DV0721  NGVD 29 (??/??/92)  346.330  (m)         1136.25   (f) ADJ UNCH    1 2
 DV0721
 DV0721.Superseded values are not recommended for survey control.
 DV0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0721.See file dsdata.txt to determine how the superseded data were derived.
 DV0721
 DV0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC473023(NAD 83)
 DV0721_MARKER: DD = SURVEY DISK
 DV0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0721_STAMPING: TL-ZB-4 1960 ARMY MAP SERVICE
 DV0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0721+STABILITY: SURFACE MOTION
 DV0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0721+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 DV0721
 DV0721  HISTORY     - Date     Condition        Report By
 DV0721  HISTORY     - 1960     MONUMENTED       DOD
 DV0721  HISTORY     - 1967     GOOD             NGS
 DV0721  HISTORY     - 1981     GOOD             NGS
 DV0721  HISTORY     - 20010413 GOOD             MCDOT
 DV0721  HISTORY     - 20080407 GOOD             GEOCAC
 DV0721
 DV0721                          STATION DESCRIPTION
 DV0721
 DV0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0721'7.7 MI NW FROM BUCKEYE.
 DV0721'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0721'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 3.4 MILES
 DV0721'WEST ALONG YUMA ROAD, THENCE 0.2 MILE SOUTH ALONG A TRAIL ROAD, IN S
 DV0721'10, T 1 N, R 4 W, 145 YARDS SOUTH OF POWER POLE NUMBER 45, 117 FEET
 DV0721'WEST OF THE CENTER LINE OF THE TRAIL ROAD, IN THE CENTER OF A 6-FOOT
 DV0721'CIRCLE THAT IS BANDED BY A 4-FOOT CIRCLE OF ROCKS THAT ARE PAINTED
 DV0721'BLACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DV0721'A CONCRETE POST PROJECTING 3 INCHES.
 DV0721
 DV0721                          STATION RECOVERY (1981)
 DV0721
 DV0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0721'RECOVERED IN GOOD CONDITION.
 DV0721
 DV0721                          STATION RECOVERY (2001)
 DV0721
 DV0721'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0721'FROM JUNCT. OF MCDOWELL + PALO VERDE RDS. GO .2 MILES E THENCE .15MILE
 DV0721'S THENCE 2.15 MILES E TO DIRT TRAIL THENCE .2 MILES S TO BM (TL ZB 4)
 DV0721' 
 DV0721'US CORPS OF ENGINEERS BC IN CONC. IN 14' DIA.CIRCLE OF STONE
 DV0721' 
 DV0721' 
 DV0721' 
 DV0721' 
 DV0721' 
 DV0721' 
 DV0721' 
 DV0721
 DV0721                          STATION RECOVERY (2008)
 DV0721
 DV0721'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0910 ***********************************************************************
 DV0910  DESIGNATION -  TL ZE 6
 DV0910  PID         -  DV0910
 DV0910  STATE/COUNTY-  AZ/MARICOPA
 DV0910  USGS QUAD   -  VALENCIA (1982)
 DV0910
 DV0910                         *CURRENT SURVEY CONTROL
 DV0910  ___________________________________________________________________
 DV0910* NAD 83(1986)-  33 25 17.     (N)    112 34 25.     (W)     SCALED    
 DV0910* NAVD 88     -       313.06   (+/-2cm)    1027.1    (feet)  VERTCON   
 DV0910  ___________________________________________________________________
 DV0910  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DV0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0910
 DV0910.The horizontal coordinates were scaled from a topographic map and have
 DV0910.an estimated accuracy of +/- 6 seconds.
 DV0910
 DV0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0910.The vertical order pertains to the NGVD 29 superseded value.
 DV0910
 DV0910.The geoid height was determined by GEOID03.
 DV0910
 DV0910;                    North         East    Units  Estimated Accuracy
 DV0910;SPC AZ C     -   268,680.      152,270.      MT  (+/- 180 meters Scaled)
 DV0910
 DV0910                          SUPERSEDED SURVEY CONTROL
 DV0910
 DV0910  NGVD 29 (??/??/92)  312.415  (m)         1024.98   (f) ADJ UNCH    2 0
 DV0910
 DV0910.Superseded values are not recommended for survey control.
 DV0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0910.See file dsdata.txt to determine how the superseded data were derived.
 DV0910
 DV0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB536991(NAD 83)
 DV0910_MARKER: DD = SURVEY DISK
 DV0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0910_STAMPING: TL ZE-6 1960
 DV0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0910+STABILITY: SURFACE MOTION
 DV0910
 DV0910  HISTORY     - Date     Condition        Report By
 DV0910  HISTORY     - 1960     MONUMENTED       DOD
 DV0910  HISTORY     - 1962     GOOD             NGS
 DV0910
 DV0910                          STATION DESCRIPTION
 DV0910
 DV0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0910'4.6 MI NE FROM BUCKEYE.
 DV0910'0.2 MILES WEST ALONG US HIGHWAY 80 FROM THE VALLEY NATIONAL BANK AT
 DV0910'BUCKEYE, THENCE 3.4 MILES NORTH ALONG MILLER ROAD, THENCE 1.0 MILE
 DV0910'EAST ALONG A DIRT ROAD AND IRRIGATION CANAL TO A POWER LINE AND THE
 DV0910'JUNCTION OF A FARM ROAD SOUTH, 23.5 FT. WEST OF THE CENTER OF A FARM
 DV0910'ROAD, 64 FT. SOUTH OF THE CENTER OF A IRRIGATION CANAL, 65 FT. SOUTH
 DV0910'OF THE EDGE OF A DITCH, 24.5 FT. SOUTH-SOUTHWEST OF A WIREBRACED POLE,
 DV0910'2.0 FT. SOUTH OF A STEEL WITNESS POST, SET IN A CONCRETE POST FLUSH
 DV0910'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0708 ***********************************************************************
 DV0708  DESIGNATION -  TL ZJ 5
 DV0708  PID         -  DV0708
 DV0708  STATE/COUNTY-  AZ/MARICOPA
 DV0708  USGS QUAD   -  VALENCIA (1982)
 DV0708
 DV0708                         *CURRENT SURVEY CONTROL
 DV0708  ___________________________________________________________________
 DV0708* NAD 83(1986)-  33 26 08.     (N)    112 30 15.     (W)     SCALED    
 DV0708* NAVD 88     -       310.312  (meters)    1018.08   (feet)  ADJUSTED  
 DV0708  ___________________________________________________________________
 DV0708  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0708  DYNAMIC HT  -         309.958 (meters)    1016.92  (feet)  COMP
 DV0708  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 DV0708
 DV0708  VERT ORDER  -  FIRST     CLASS II
 DV0708
 DV0708.The horizontal coordinates were scaled from a topographic map and have
 DV0708.an estimated accuracy of +/- 6 seconds.
 DV0708
 DV0708.The orthometric height was determined by differential leveling
 DV0708.and adjusted in June 1991.
 DV0708
 DV0708.The geoid height was determined by GEOID03.
 DV0708
 DV0708.The dynamic height is computed by dividing the NAVD 88
 DV0708.geopotential number by the normal gravity value computed on the
 DV0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0708.degrees latitude (g = 980.6199 gals.).
 DV0708
 DV0708.The modeled gravity was interpolated from observed gravity values.
 DV0708
 DV0708;                    North         East    Units  Estimated Accuracy
 DV0708;SPC AZ C     -   270,210.      158,730.      MT  (+/- 180 meters Scaled)
 DV0708
 DV0708                          SUPERSEDED SURVEY CONTROL
 DV0708
 DV0708  NGVD 29 (??/??/92)  309.658  (m)         1015.94   (f) ADJ UNCH    1 2
 DV0708
 DV0708.Superseded values are not recommended for survey control.
 DV0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0708.See file dsdata.txt to determine how the superseded data were derived.
 DV0708
 DV0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC601005(NAD 83)
 DV0708_MARKER: DD = SURVEY DISK
 DV0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0708_STAMPING: TL-ZB-5 1960 ARMY MAP SERVICE
 DV0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0708+STABILITY: SURFACE MOTION
 DV0708
 DV0708  HISTORY     - Date     Condition        Report By
 DV0708  HISTORY     - 1960     MONUMENTED       DOD
 DV0708  HISTORY     - 1967     GOOD             NGS
 DV0708  HISTORY     - 1981     GOOD             NGS
 DV0708  HISTORY     - 20080319 MARK NOT FOUND   GEOCAC
 DV0708
 DV0708                          STATION DESCRIPTION
 DV0708
 DV0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0708'9.15 MI NE FROM BUCKEYE.
 DV0708'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0708'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 5.05 MILES
 DV0708'EAST ALONG YUMA ROAD, OR ABOUT 8.45 MILES WEST ALONG YUMA ROAD FROM
 DV0708'THE POST OFFICE AT GOODYEAR, IN S 12, T 1 N, R 3 W, 137 FEET NORTH OF
 DV0708'THE CENTER LINE OF YUMA ROAD, 95 FEET NORTHWEST OF THE CENTER OF A
 DV0708'WIRE GATE IN THE SOUTH BOUNDARY FENCE OF THE LUKE AIR FORCE MILITARY
 DV0708'RESERVATION AUXILIARY FIELD NUMBER 6, 65 FEET NORTH OF THE SOUTH
 DV0708'BOUNDARY FENCE, 38 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 DV0708'ROAD, IN THE CENTER OF A 6-FOOT CIRCLE THAT IS BANDED BY A 4-FOOT
 DV0708'CIRCLE OF ROCKS THAT ARE PAINTED BLACK, 76 FEET NORTHWEST OF A 4- X
 DV0708'4-INCH WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 DV0708'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0708
 DV0708                          STATION RECOVERY (1981)
 DV0708
 DV0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0708'RECOVERED IN GOOD CONDITION.
 DV0708
 DV0708                          STATION RECOVERY (2008)
 DV0708
 DV0708'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0708'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0708'MARK. THE GATE AND FENCE REFERENCED HAVE BEEN REMOVED. NO CIRCLE OF
 DV0708'PAINTED ROCKS TO BE FOUND IN THE AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0915 ***********************************************************************
 DV0915  DESIGNATION -  TL ZJ 6
 DV0915  PID         -  DV0915
 DV0915  STATE/COUNTY-  AZ/MARICOPA
 DV0915  USGS QUAD   -  VALENCIA (1982)
 DV0915
 DV0915                         *CURRENT SURVEY CONTROL
 DV0915  ___________________________________________________________________
 DV0915* NAD 83(1986)-  33 25 15.     (N)    112 30 16.     (W)     SCALED    
 DV0915* NAVD 88     -       297.94   (+/-2cm)     977.5    (feet)  VERTCON   
 DV0915  ___________________________________________________________________
 DV0915  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0915
 DV0915.The horizontal coordinates were scaled from a topographic map and have
 DV0915.an estimated accuracy of +/- 6 seconds.
 DV0915
 DV0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0915.The vertical order pertains to the NGVD 29 superseded value.
 DV0915
 DV0915.The geoid height was determined by GEOID03.
 DV0915
 DV0915;                    North         East    Units  Estimated Accuracy
 DV0915;SPC AZ C     -   268,580.      158,700.      MT  (+/- 180 meters Scaled)
 DV0915
 DV0915                          SUPERSEDED SURVEY CONTROL
 DV0915
 DV0915  NGVD 29 (??/??/92)  297.293  (m)          975.37   (f) ADJ UNCH    2 0
 DV0915
 DV0915.Superseded values are not recommended for survey control.
 DV0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0915.See file dsdata.txt to determine how the superseded data were derived.
 DV0915
 DV0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB601989(NAD 83)
 DV0915_MARKER: DD = SURVEY DISK
 DV0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0915_STAMPING: TL ZJ6 1960
 DV0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0915+STABILITY: SURFACE MOTION
 DV0915
 DV0915  HISTORY     - Date     Condition        Report By
 DV0915  HISTORY     - 1960     MONUMENTED       DOD
 DV0915  HISTORY     - 1962     GOOD             NGS
 DV0915  HISTORY     - 20061011 MARK NOT FOUND   GEOCAC
 DV0915
 DV0915                          STATION DESCRIPTION
 DV0915
 DV0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0915'3.5 MI SW FROM PERRYVILLE.
 DV0915'1.0 MILE SOUTH ALONG PERRYVILLE ROAD FROM THE JUNCTION OF YUMA ROAD AT
 DV0915'PERRYVILLE, THENCE 2.5 MILES WEST ALONG LOWER BUCKEYE ROAD, TO THE
 DV0915'JUNCTION OF LOWER BUCKEYE AND AIRPORT ROAD.  THE MARK IS A DISK SET IN
 DV0915'TOP OF A CONCRETE POST PROJECTING 1 INCH, LOCATED 30 FT. SOUTH OF THE
 DV0915'CENTER OF LOWER BUCKEYE ROAD, 40 FT. WEST OF THE CENTER OF AIRPORT
 DV0915'ROAD, 2.4 FT. SOUTHWEST OF A POWER POLE, 2.0 FT. EAST OF A STEEL
 DV0915'WITNESS POST, AND 2.0 FT. ABOVE THE LEVEL OF THE ROAD.
 DV0915
 DV0915                          STATION RECOVERY (2006)
 DV0915
 DV0915'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0981 ***********************************************************************
 DU0981  DESIGNATION -  TLSR 4
 DU0981  PID         -  DU0981
 DU0981  STATE/COUNTY-  AZ/MARICOPA
 DU0981  USGS QUAD   -  GUADALUPE (1982)
 DU0981
 DU0981                         *CURRENT SURVEY CONTROL
 DU0981  ___________________________________________________________________
 DU0981* NAD 83(1986)-  33 21 49.     (N)    111 57 47.     (W)     SCALED    
 DU0981* NAVD 88     -       381.10   (+/-2cm)    1250.3    (feet)  VERTCON   
 DU0981  ___________________________________________________________________
 DU0981  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0981
 DU0981.The horizontal coordinates were scaled from a topographic map and have
 DU0981.an estimated accuracy of +/- 6 seconds.
 DU0981
 DU0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0981.The vertical order pertains to the NGVD 29 superseded value.
 DU0981
 DU0981.The geoid height was determined by GEOID03.
 DU0981
 DU0981;                    North         East    Units  Estimated Accuracy
 DU0981;SPC AZ C     -   262,080.      209,040.      MT  (+/- 180 meters Scaled)
 DU0981
 DU0981                          SUPERSEDED SURVEY CONTROL
 DU0981
 DU0981  NGVD 29 (??/??/92)  380.491  (m)         1248.33   (f) ADJ UNCH    2 0
 DU0981
 DU0981.Superseded values are not recommended for survey control.
 DU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0981.See file dsdata.txt to determine how the superseded data were derived.
 DU0981
 DU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB104920(NAD 83)
 DU0981_MARKER: P = PIPE CAP
 DU0981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DU0981_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DU0981_STAMPING: TLSR 4 S4 S5 S8 S9 WC 1933
 DU0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0981
 DU0981  HISTORY     - Date     Condition        Report By
 DU0981  HISTORY     - 1933     MONUMENTED       USGLO
 DU0981  HISTORY     - 1962     GOOD             NGS
 DU0981
 DU0981                          STATION DESCRIPTION
 DU0981
 DU0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0981'0.6 MI S FROM GUADALUPE.
 DU0981'0.6 MILE SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0981'GUADALUPE, AT THE JUNCTION OF GUADALUPE STREET, 33 FEET EAST OF THE
 DU0981'CENTER OF SOUTH 56TH STREET, 35 FEET NORTH OF THE CENTER OF GUADALUPE
 DU0981'STREET, 10.5 FEET EAST OF A WIRE BRACED POWER POLE, 4.4 FEET SOUTHEAST
 DU0981'OF A METAL WITNESS POST, AND IS A G.L.O.S. CAP FASTENED TO THE TOP OF
 DU0981'A 3 INCH METAL PIPE, PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0579 ***********************************************************************
 FR0579  DESIGNATION -  TOAD
 FR0579  PID         -  FR0579
 FR0579  STATE/COUNTY-  AZ/MOHAVE
 FR0579  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0579
 FR0579                         *CURRENT SURVEY CONTROL
 FR0579  ___________________________________________________________________
 FR0579* NAD 83(1992)-  35 09 24.15202(N)    113 36 04.49025(W)     ADJUSTED  
 FR0579* NAVD 88     -      1188.350  (meters)    3898.78   (feet)  POSTED    
 FR0579  ___________________________________________________________________
 FR0579  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 FR0579  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FR0579  DYNAMIC HT  -        1186.880 (meters)    3893.96  (feet)  COMP
 FR0579  MODELED GRAV-     979,354.7   (mgal)                       NAVD 88
 FR0579
 FR0579  HORZ ORDER  -  SECOND
 FR0579  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0579
 FR0579.The horizontal coordinates were established by classical geodetic methods
 FR0579.and adjusted by the National Geodetic Survey in August 1993.
 FR0579
 FR0579.The orthometric height was determined by differential leveling
 FR0579.and adjusted by the  in 1992.
 FR0579.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0579.rate of 0.0 thru 1.0 mm/km.
 FR0579
 FR0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0579
 FR0579.The geoid height was determined by GEOID03.
 FR0579
 FR0579.The dynamic height is computed by dividing the NAVD 88
 FR0579.geopotential number by the normal gravity value computed on the
 FR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0579.degrees latitude (g = 980.6199 gals.).
 FR0579
 FR0579.The modeled gravity was interpolated from observed gravity values.
 FR0579
 FR0579;                    North         East     Units Scale Factor Converg.
 FR0579;SPC AZ W     -   460,983.574   226,912.524   MT  0.99993560   +0 05 08.4
 FR0579;SPC AZ W     - 1,512,413.30    744,463.66   iFT  0.99993560   +0 05 08.4
 FR0579;UTM  12      - 3,893,520.059   263,057.666   MT  1.00029195   -1 29 54.7
 FR0579
 FR0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0579!SPC AZ W     -   0.99981784  x   0.99993560  =   0.99975345
 FR0579!UTM  12      -   0.99981784  x   1.00029195  =   1.00010974
 FR0579
 FR0579:                Primary Azimuth Mark                     Grid Az
 FR0579:SPC AZ W     -  TOAD AZ MK                               075 34 34.8
 FR0579:UTM  12      -  TOAD AZ MK                               077 09 37.9
 FR0579
 FR0579|---------------------------------------------------------------------|
 FR0579| PID    Reference Object                     Distance      Geod. Az  |
 FR0579|                                                           dddmmss.s |
 FR0579| FR0580 TOAD AZ MK                                         0753943.2 |
 FR0579| FR0578 TOAD RM 1                             9.372 METERS 17137     |
 FR0579| FR0577 TOAD RM 2                             9.715 METERS 26537     |
 FR0579|---------------------------------------------------------------------|
 FR0579
 FR0579                          SUPERSEDED SURVEY CONTROL
 FR0579
 FR0579  NAD 83(1986)-  35 09 24.15262(N)    113 36 04.49402(W) AD(       ) 2
 FR0579  NAD 27      -  35 09 24.13160(N)    113 36 01.70690(W) AD(       ) 2
 FR0579  NGVD 29 (??/??/92) 1187.526  (m)         3896.07   (f) ADJ UNCH    2 0
 FR0579
 FR0579.Superseded values are not recommended for survey control.
 FR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0579.See file dsdata.txt to determine how the superseded data were derived.
 FR0579
 FR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6305893520(NAD 83)
 FR0579_MARKER: DE = TRAVERSE STATION DISK
 FR0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0579_STAMPING: TOAD 1961
 FR0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0579+STABILITY: SURFACE MOTION
 FR0579
 FR0579  HISTORY     - Date     Condition        Report By
 FR0579  HISTORY     - 1961     MONUMENTED       CGS
 FR0579  HISTORY     - 1962     GOOD             NGS
 FR0579
 FR0579                          STATION DESCRIPTION
 FR0579
 FR0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0579'STATION IS LOCATED ABOUT 26.0 MILES EAST OF KINGMAN, ABOUT 18.0
 FR0579'MILES SOUTH-SOUTHEAST OF HACKBERRY, ABOUT 2.0 MILES EAST OF
 FR0579'HACKBERRY ROAD AND 0.1 MILE SOUTH OF ROAD.
 FR0579'
 FR0579'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 93
 FR0579'IN THE NORTHEAST END OF KINGMAN, GO SOUTHEASTERLY ON STATE ROUTE
 FR0579'93 FOR 21.8 MILES TO MILE POST 95, CONTINUE SOUTHEAST ON STATE
 FR0579'ROUTE 93 FOR 1.4 MILES TO A FORK, KEEP LEFT STRAIGHT AHEAD
 FR0579'FOR 0.1 MILE TO CROSSROAD AND SIGN HACKBERRY, TURN LEFT AND GO
 FR0579'NORTH ON BLADED ROAD FOR 4.85 MILE TO A SIDE ROAD RIGHT AND
 FR0579'SIGN SILVER SPRINGS SUBDIVISION, TURN RIGHT AT SIGN AND GO EAST
 FR0579'ON BLADED ROAD FOR 1.75 MILE TO A TRIANGLE BLAZED TELEPHONE POLE
 FR0579'ON LEFT AND A TRACK ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST
 FR0579'FOR 0.2 MILE TO PIPELINE ROAD, TURN LEFT AND GO EAST ON
 FR0579'PIPELINE ROAD FOR 0.15 MILE, THEN TURN RIGHT AND GO SOUTHEAST UP
 FR0579'HILL FOR 0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 FR0579'
 FR0579'STATION MARK, A STANDARD TRAVERSE DISK STAMPED TOAD 1961, IS SET
 FR0579'IN TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 FR0579'INCHES ABOVE THE GROUND.  THE MARK IS ON TOP CENTER PART OF HILL
 FR0579'AND IS 3.4 FEET NORTH OF THE WITNESS POST.
 FR0579'
 FR0579'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED TOAD NO 1
 FR0579'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0579'PROJECTS ABOUT 5 INCHES.  THE MARK IS ON THE SOUTH SLOPE OF HILL
 FR0579'ABOUT 2 FEET LOWER THAN THE STATION ADN IS 27.5 FEET SOUTH OF THE
 FR0579'WITNESS POST.
 FR0579'
 FR0579'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED TOAD NO 2
 FR0579'1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0579'PROJECTS ABOUT 5 INCHES.  THE MARK IS WEST OF STATION AND ABOUT THE
 FR0579'SAME ELEVATION AS STATION.  THE MARK IS 31.5 FEET WEST OF THE
 FR0579'WITNESS POST.
 FR0579'
 FR0579'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED TOAD 1961, IS SET IN
 FR0579'A DRILL HOLE IN OUTCROPPING BEDROCK FORMATION THAT MEASURES 1
 FR0579'BY 2 FEET AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  THE
 FR0579'MARK IS 134 FEET SOUTH OF ROAD AND 1 FT. NORTH OF WITNESS POST.
 FR0579'
 FR0579'TO REACH THE AZIMUTH MARK FROM THE ROAD WHICH IS 0.1 MILE NORTH
 FR0579'OF STATION, GO EAST 0.6 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 FR0579'
 FR0579'A 64 FT. TOWER WITH 2 SUPERS WAS NEEDED TO CLEAR THE LINE TO COFER
 FR0579'1944.
 FR0579'
 FR0579'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0579
 FR0579                          STATION RECOVERY (1962)
 FR0579
 FR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0579'31.35 MI NE FROM KINGMAN.
 FR0579'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0579'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0579'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0579'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILES SOUTH OF
 FR0579'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 2.10 MILES
 FR0579'EAST ALONG THE PIPE LINE TO THE JUNCTION OF A DIM TRACK ROAD LEADING
 FR0579'SOUTHEAST, THENCE ABOUT 0.05 MILE SOUTHEAST ALONG THE DIM TRACK ROAD
 FR0579'TO THE TOP OF A HILL.  20.5 FEET EAST OF A SMALL TRIANGLE BLAZED TREE,
 FR0579'3.5 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 FR0579'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0580 ***********************************************************************
 FR0580  DESIGNATION -  TOAD AZ MK
 FR0580  PID         -  FR0580
 FR0580  STATE/COUNTY-  AZ/MOHAVE
 FR0580  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0580
 FR0580                         *CURRENT SURVEY CONTROL
 FR0580  ___________________________________________________________________
 FR0580* NAD 83(1986)-  35 09 31.     (N)    113 35 28.     (W)     SCALED    
 FR0580* NAVD 88     -      1197.643  (meters)    3929.27   (feet)  POSTED    
 FR0580  ___________________________________________________________________
 FR0580  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FR0580  DYNAMIC HT  -        1196.160 (meters)    3924.40  (feet)  COMP
 FR0580  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 FR0580
 FR0580  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0580
 FR0580.The horizontal coordinates were scaled from a topographic map and have
 FR0580.an estimated accuracy of +/- 6 seconds.
 FR0580
 FR0580.The orthometric height was determined by differential leveling
 FR0580.and adjusted by the  in 1992.
 FR0580.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0580.rate of 0.0 thru 1.0 mm/km.
 FR0580
 FR0580.The geoid height was determined by GEOID03.
 FR0580
 FR0580.The dynamic height is computed by dividing the NAVD 88
 FR0580.geopotential number by the normal gravity value computed on the
 FR0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0580.degrees latitude (g = 980.6199 gals.).
 FR0580
 FR0580.The modeled gravity was interpolated from observed gravity values.
 FR0580
 FR0580;                    North         East    Units  Estimated Accuracy
 FR0580;SPC AZ W     -   461,200.      227,840.      MT  (+/- 180 meters Scaled)
 FR0580
 FR0580                          SUPERSEDED SURVEY CONTROL
 FR0580
 FR0580  NGVD 29 (??/??/92) 1196.823  (m)         3926.58   (f) ADJ UNCH    2 0
 FR0580
 FR0580.Superseded values are not recommended for survey control.
 FR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0580.See file dsdata.txt to determine how the superseded data were derived.
 FR0580
 FR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD639937(NAD 83)
 FR0580_MARKER: DZ = AZIMUTH MARK DISK
 FR0580_SETTING: 66 = SET IN ROCK OUTCROP
 FR0580_SP_SET: ROCK OUTCROP
 FR0580_STAMPING: TOAD 1961
 FR0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0580+STABILITY: POSITION/ELEVATION WELL
 FR0580
 FR0580  HISTORY     - Date     Condition        Report By
 FR0580  HISTORY     - 1961     MONUMENTED       CGS
 FR0580  HISTORY     - 1962     GOOD             NGS
 FR0580
 FR0580                          STATION DESCRIPTION
 FR0580
 FR0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0580'31.95 MI NE FROM KINGMAN.
 FR0580'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0580'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0580'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0580'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILES SOUTH OF
 FR0580'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 2.7 MILES
 FR0580'EAST ALONG THE PIPE LINE, AND ABOUT 0.6 MILES EAST OF TRAVERSE STATION
 FR0580'TOAD TO THE TOP OF A HILL, SET IN TOP OF A 2 BY 2 FOOT ROCK OUTCROP
 FR0580'WHICH PROJECTS 3 INCHES, 133 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 FR0580'PIPE LINE ROAD, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, AND ABOUT
 FR0580'2 FEET ABOVE THE LEVEL OF THE PIPE LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0578 ***********************************************************************
 FR0578  DESIGNATION -  TOAD RM 1
 FR0578  PID         -  FR0578
 FR0578  STATE/COUNTY-  AZ/MOHAVE
 FR0578  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0578
 FR0578                         *CURRENT SURVEY CONTROL
 FR0578  ___________________________________________________________________
 FR0578* NAD 83(1986)-  35 09 24.     (N)    113 36 04.     (W)     SCALED    
 FR0578* NAVD 88     -      1187.749  (meters)    3896.81   (feet)  POSTED    
 FR0578  ___________________________________________________________________
 FR0578  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FR0578  DYNAMIC HT  -        1186.280 (meters)    3891.99  (feet)  COMP
 FR0578  MODELED GRAV-     979,354.7   (mgal)                       NAVD 88
 FR0578
 FR0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0578
 FR0578.The horizontal coordinates were scaled from a topographic map and have
 FR0578.an estimated accuracy of +/- 6 seconds.
 FR0578
 FR0578.The orthometric height was determined by differential leveling
 FR0578.and adjusted by the  in 1992.
 FR0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0578.rate of 0.0 thru 1.0 mm/km.
 FR0578
 FR0578.The geoid height was determined by GEOID03.
 FR0578
 FR0578.The dynamic height is computed by dividing the NAVD 88
 FR0578.geopotential number by the normal gravity value computed on the
 FR0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0578.degrees latitude (g = 980.6199 gals.).
 FR0578
 FR0578.The modeled gravity was interpolated from observed gravity values.
 FR0578
 FR0578;                    North         East    Units  Estimated Accuracy
 FR0578;SPC AZ W     -   460,980.      226,930.      MT  (+/- 180 meters Scaled)
 FR0578
 FR0578                          SUPERSEDED SURVEY CONTROL
 FR0578
 FR0578  NGVD 29 (??/??/92) 1186.925  (m)         3894.10   (f) ADJ UNCH    2 0
 FR0578
 FR0578.Superseded values are not recommended for survey control.
 FR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0578.See file dsdata.txt to determine how the superseded data were derived.
 FR0578
 FR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD630935(NAD 83)
 FR0578_MARKER: DR = REFERENCE MARK DISK
 FR0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0578_STAMPING: TOAD NO 1 1961
 FR0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0578+STABILITY: SURFACE MOTION
 FR0578
 FR0578  HISTORY     - Date     Condition        Report By
 FR0578  HISTORY     - 1961     MONUMENTED       CGS
 FR0578  HISTORY     - 1962     GOOD             NGS
 FR0578
 FR0578                          STATION DESCRIPTION
 FR0578
 FR0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0578'31.35 MI NE FROM KINGMAN.
 FR0578'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0578'S. HIGHWAY 46 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0578'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0578'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILES SOUTH OF
 FR0578'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 2.10 MILES
 FR0578'EAST ALONG THE PIPE LINE TO THE JUNCTION OF A DIM TRACK ROAD LEADING
 FR0578'SOUTHEAST, THENCE ABOUT 0.05 MILE SOUTHEAST ALONG THE DIM TRACK ROAD
 FR0578'TO THE TOP OF A HILL, 34 FEET SOUTHEAST OF A SMALL TRIANGLE BLAZED
 FR0578'TREE, 30.8 FEET SOUTH OF TRAVERSE STATION TOAD, 27.4 FEET SOUTH OF A
 FR0578'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0577 ***********************************************************************
 FR0577  DESIGNATION -  TOAD RM 2
 FR0577  PID         -  FR0577
 FR0577  STATE/COUNTY-  AZ/MOHAVE
 FR0577  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0577
 FR0577                         *CURRENT SURVEY CONTROL
 FR0577  ___________________________________________________________________
 FR0577* NAD 83(1986)-  35 09 24.     (N)    113 36 04.     (W)     SCALED    
 FR0577* NAVD 88     -      1188.017  (meters)    3897.69   (feet)  POSTED    
 FR0577  ___________________________________________________________________
 FR0577  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FR0577  DYNAMIC HT  -        1186.540 (meters)    3892.84  (feet)  COMP
 FR0577  MODELED GRAV-     979,354.7   (mgal)                       NAVD 88
 FR0577
 FR0577  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0577
 FR0577.The horizontal coordinates were scaled from a topographic map and have
 FR0577.an estimated accuracy of +/- 6 seconds.
 FR0577
 FR0577.The orthometric height was determined by differential leveling
 FR0577.and adjusted by the  in 1992.
 FR0577.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0577.rate of 0.0 thru 1.0 mm/km.
 FR0577
 FR0577.The geoid height was determined by GEOID03.
 FR0577
 FR0577.The dynamic height is computed by dividing the NAVD 88
 FR0577.geopotential number by the normal gravity value computed on the
 FR0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0577.degrees latitude (g = 980.6199 gals.).
 FR0577
 FR0577.The modeled gravity was interpolated from observed gravity values.
 FR0577
 FR0577;                    North         East    Units  Estimated Accuracy
 FR0577;SPC AZ W     -   460,980.      226,930.      MT  (+/- 180 meters Scaled)
 FR0577
 FR0577                          SUPERSEDED SURVEY CONTROL
 FR0577
 FR0577  NGVD 29 (??/??/92) 1187.193  (m)         3894.98   (f) ADJ UNCH    2 0
 FR0577
 FR0577.Superseded values are not recommended for survey control.
 FR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0577.See file dsdata.txt to determine how the superseded data were derived.
 FR0577
 FR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD630935(NAD 83)
 FR0577_MARKER: DR = REFERENCE MARK DISK
 FR0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0577_STAMPING: TOAD NO 2 1961
 FR0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0577+STABILITY: SURFACE MOTION
 FR0577
 FR0577  HISTORY     - Date     Condition        Report By
 FR0577  HISTORY     - 1961     MONUMENTED       CGS
 FR0577  HISTORY     - 1962     GOOD             NGS
 FR0577
 FR0577                          STATION DESCRIPTION
 FR0577
 FR0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0577'31.35 MI NE FROM KINGMAN.
 FR0577'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.
 FR0577'S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0577'ROAD NORTH TO HACKBERRY, THENCE 4.7 MILES NORTH ALONG THE HACKBERRY
 FR0577'ROAD TO THE CROSSING OF A PIPE LINE WHICH IS ABOUT 0.3 MILES SOUTH OF
 FR0577'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 2.10 MILES
 FR0577'EAST ALONG THE PIPE LINE TO THE JUNCTION OF A DIM TRACK ROAD LEADING
 FR0577'SOUTHEAST, THENCE ABOUT 0.05 MILE SOUTHEAST ALONG THE DIM TRACK ROAD
 FR0577'TO THE TOP OF A HILL, 13 FEET NORTHEAST OF A SMALL TRIANGLE BLAZED
 FR0577'TREE, 32.1 FEET WEST OF TRAVERSE STATION TOAD, 31.5 FEET WEST OF A
 FR0577'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 FR0577'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0884 ***********************************************************************
 ES0884  DESIGNATION -  TODD
 ES0884  PID         -  ES0884
 ES0884  STATE/COUNTY-  AZ/COCONINO
 ES0884  USGS QUAD   -  LONG VALLEY (1965)
 ES0884
 ES0884                         *CURRENT SURVEY CONTROL
 ES0884  ___________________________________________________________________
 ES0884* NAD 83(1992)-  34 35 16.42575(N)    111 15 15.42804(W)     ADJUSTED  
 ES0884* NAVD 88     -      2204.1    (meters)    7231.     (feet)  VERTCON   
 ES0884  ___________________________________________________________________
 ES0884  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 ES0884  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ES0884  HORZ ORDER  -  SECOND
 ES0884
 ES0884.The horizontal coordinates were established by classical geodetic methods
 ES0884.and adjusted by the National Geodetic Survey in August 1993.
 ES0884
 ES0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0884
 ES0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0884
 ES0884.The geoid height was determined by GEOID03.
 ES0884
 ES0884;                    North         East     Units Scale Factor Converg.
 ES0884;SPC AZ C     -   398,060.681   274,123.558   MT  0.99994549   +0 22 33.7
 ES0884;SPC AZ C     - 1,305,973.36    899,355.51   iFT  0.99994549   +0 22 33.7
 ES0884;UTM  12      - 3,827,373.229   476,680.260   MT  0.99960670   -0 08 39.7
 ES0884
 ES0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0884!SPC AZ C     -   0.99965783  x   0.99994549  =   0.99960334
 ES0884!UTM  12      -   0.99965783  x   0.99960670  =   0.99926467
 ES0884
 ES0884:                Primary Azimuth Mark                     Grid Az
 ES0884:SPC AZ C     -  BORROW                                   037 57 13.4
 ES0884:UTM  12      -  BORROW                                   038 28 26.8
 ES0884
 ES0884|---------------------------------------------------------------------|
 ES0884| PID    Reference Object                     Distance      Geod. Az  |
 ES0884|                                                           dddmmss.s |
 ES0884| ES0845 BORROW                              APPROX. 1.1 KM 0381947.1 |
 ES0884| ES0867 MCCLURE                             APPROX. 0.7 KM 2211923.5 |
 ES0884|---------------------------------------------------------------------|
 ES0884
 ES0884                          SUPERSEDED SURVEY CONTROL
 ES0884
 ES0884  NAD 83(1986)-  34 35 16.41742(N)    111 15 15.43259(W) AD(       ) 2
 ES0884  NGVD 29 (07/10/87) 2203.2    (m)         7228.     (f) VERT ANG    3  
 ES0884
 ES0884.Superseded values are not recommended for survey control.
 ES0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0884.See file dsdata.txt to determine how the superseded data were derived.
 ES0884
 ES0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7668027373(NAD 83)
 ES0884_MARKER: DS = TRIANGULATION STATION DISK
 ES0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0884+STABILITY: SURFACE MOTION
 ES0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0884+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2008
 ES0884
 ES0884  HISTORY     - Date     Condition        Report By
 ES0884  HISTORY     - 1981     MONUMENTED       AZDT
 ES0884  HISTORY     - 19980813 GOOD             USPSQD
 ES0884  HISTORY     - 20080724 GOOD             GEOCAC
 ES0884  HISTORY     - 20080809 GOOD             GEOCAC
 ES0884
 ES0884                          STATION DESCRIPTION
 ES0884
 ES0884'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0884'THE STATION IS LOCATED 18 MILES NORTHEAST OF PINE, 4 MILES SOUTHWEST
 ES0884'OF THE BLUE RIDGE RANGER STATION.  AT THE JUNCTION OF ARIZONA HIGHWAY
 ES0884'87 AND A ROAD LEADING TO BLUE RIDGE RESERVOIR.
 ES0884'
 ES0884'THE STATION MARK IS AN AZDT DISK STAMPED---TODD 1981---SET IN TOP
 ES0884'OF A 10 INCH CONCRETE MONUMENT 112 FEET NORTHEAST OF FOREST TRAIL 751
 ES0884'AND 22 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS
 ES0884'5 FEET NORTHWEST OF A CAIRN.
 ES0884'
 ES0884'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0884'
 ES0884'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0884'STATE ROUTE 87 FOR 22.0 MILES TO LONG VALLEY STORE, CONTINUE NORTH ON
 ES0884'THE HIGHWAY FOR 5.05 MILES TO FOREST TRAIL 751 WHICH LEADS TO BLUE
 ES0884'RIDGE RESERVOIR AND THE STATION ON THE RIGHT AT MILEPOST 295.15.
 ES0884
 ES0884                          STATION RECOVERY (1998)
 ES0884
 ES0884'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0884'RECOVERED IN GOOD CONDITION.
 ES0884
 ES0884                          STATION RECOVERY (2008)
 ES0884
 ES0884'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0884'RECOVERED IN GOOD CONDITION.
 ES0884
 ES0884                          STATION RECOVERY (2008)
 ES0884
 ES0884'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0884'FOUND AS DESCRIBED, BUT THE ROCK CAIRN HAS UNDERGONE SIGNIFICANT
 ES0884'DISPERSAL.  THE CAIRN IS STILL PRESENT, BUT SCATTERED ABOUT THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0922 ***********************************************************************
 FQ0922  DESIGNATION -  TOLANI
 FQ0922  PID         -  FQ0922
 FQ0922  STATE/COUNTY-  AZ/COCONINO
 FQ0922  USGS QUAD   -  TOLANI LAKE (1986)
 FQ0922
 FQ0922                         *CURRENT SURVEY CONTROL
 FQ0922  ___________________________________________________________________
 FQ0922* NAD 83(1992)-  35 25 57.67108(N)    110 46 15.72327(W)     ADJUSTED  
 FQ0922* NAVD 88     -      1570.2    (meters)    5152.     (feet)  VERTCON   
 FQ0922  ___________________________________________________________________
 FQ0922  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 FQ0922  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FQ0922  HORZ ORDER  -  THIRD
 FQ0922
 FQ0922.The horizontal coordinates were established by classical geodetic methods
 FQ0922.and adjusted by the National Geodetic Survey in August 1993.
 FQ0922
 FQ0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0922
 FQ0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0922
 FQ0922.The geoid height was determined by GEOID03.
 FQ0922
 FQ0922;                    North         East     Units Scale Factor Converg.
 FQ0922;SPC AZ C     -   492,176.568   317,381.067   MT  1.00003330   +0 39 51.2
 FQ0922;SPC AZ C     - 1,614,752.52  1,041,276.47   iFT  1.00003330   +0 39 51.2
 FQ0922;UTM  12      - 3,921,052.134   520,782.943   MT  0.99960532   +0 07 57.9
 FQ0922
 FQ0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0922!SPC AZ C     -   0.99975731  x   1.00003330  =   0.99979060
 FQ0922!UTM  12      -   0.99975731  x   0.99960532  =   0.99936272
 FQ0922
 FQ0922|---------------------------------------------------------------------|
 FQ0922| PID    Reference Object                     Distance      Geod. Az  |
 FQ0922|                                                           dddmmss.s |
 FQ0922| CS3420 TOLANI RM 2                          10.217 METERS 15909     |
 FQ0922| CS3419 TOLANI RM 1                          10.763 METERS 24319     |
 FQ0922| FQ0909 ORAIBI RD                           APPROX.14.1 KM 2455713.7 |
 FQ0922|---------------------------------------------------------------------|
 FQ0922
 FQ0922                          SUPERSEDED SURVEY CONTROL
 FQ0922
 FQ0922  NAD 83(1986)-  35 25 57.66871(N)    110 46 15.72614(W) AD(       ) 3
 FQ0922  NGVD 29 (02/23/90) 1569.4    (m)         5149.     (f) VERT ANG    3  
 FQ0922
 FQ0922.Superseded values are not recommended for survey control.
 FQ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0922.See file dsdata.txt to determine how the superseded data were derived.
 FQ0922
 FQ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE2078321052(NAD 83)
 FQ0922_MARKER: DS = TRIANGULATION STATION DISK
 FQ0922_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0922
 FQ0922  HISTORY     - Date     Condition        Report By
 FQ0922  HISTORY     - 1955     MONUMENTED       USGS
 FQ0922  HISTORY     - 1965     GOOD             USGS
 FQ0922
 FQ0922                          STATION DESCRIPTION
 FQ0922
 FQ0922'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0922'LOCATED ABOUT 28 MI N. OF WINSLOW, 7 MI E. OF ORAIBI RD.  ON
 FQ0922'NORTH END OF LONG SAND DUNE.
 FQ0922'
 FQ0922'TO REACH FROM WINSLOW POST OFFICE, DRIVE 9.4 MI W. ON   U.S. HWY.
 FQ0922'66 TO HOPI HOUSE TRADING POST (LEUPP CORNERS).  TURN N. ON LEUPP
 FQ0922'RD. 17 MI TO SUNRISE TRADING POST.  CROSS LITTLE COLORADO RIVER
 FQ0922'0.1 MI TO ORAIBI-DILKON RD. FORKS.  TAKE LEFT FORK (ORAIBI) 9.7 MI
 FQ0922'NORTHERLY TO TOLANI DAY SCHOOL RD. FORKS.  TURN RIGHT 3.8 MI E. ON
 FQ0922'GRADED RD.  TAKE LEFT FORK AROUND NORTH SIDE OF SCHOOL OUTSIDE
 FQ0922'FENCE 0.2 MI.  TAKE LEFT FORK AT NORTHEAST CORNER OF SCHOOL LOT
 FQ0922'(STATION CAN BE SEEN ON LOW RIDGE ENE. ABOUT 3 MI AWAY WHERE
 FQ0922'RIDGE BREAKS AWAY TO N.).  CONTINUE EASTERLY 0.4 MI.  TAKE LEFT
 FQ0922'FORK 0.6 MI.  MAKE SHARP RIGHT TURN ON TRACK RD. 0.1 MI.  TAKE LEFT
 FQ0922'FORK 0.6 MI.  PASS THROUGH DEEP WASH 1.1 MI.  PASS THROUGH HOGAN
 FQ0922'1 MI TO FOOT OF RIDGE.  STATION IS ON NORTH END OF LOW RIDGE
 FQ0922'ABOUT 100 FT E. OF RD.
 FQ0922'
 FQ0922'STATION MARK--STANDARD TABLET STAMPED---TOLANI 1955---, CEMENTED IN
 FQ0922'CONCRETE POST PROJECTING 0.4 FT.
 FQ0922'
 FQ0922'RM 1--STANDARD RM TABLET STAMPED---RM 1 1955---, CEMENTED IN
 FQ0922'CONCRETE POST.
 FQ0922'
 FQ0922'RM 2--STANDARD RM TABLET STAMPED---RM 2 1955---, CEMENTED IN
 FQ0922'CONCRETE POST.
 FQ0922
 FQ0922                          STATION RECOVERY (1965)
 FQ0922
 FQ0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0922'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1126 ***********************************************************************
 CY1126  DESIGNATION -  TOLLGATE
 CY1126  PID         -  CY1126
 CY1126  STATE/COUNTY-  AZ/GRAHAM
 CY1126  USGS QUAD   -  TOLLGATE TANK (1985)
 CY1126
 CY1126                         *CURRENT SURVEY CONTROL
 CY1126  ___________________________________________________________________
 CY1126* NAD 83(1992)-  32 50 43.21016(N)    109 23 44.22000(W)     ADJUSTED  
 CY1126* NAVD 88     -      1301.1    (meters)    4269.     (feet)  VERTCON   
 CY1126  ___________________________________________________________________
 CY1126  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 CY1126  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CY1126  HORZ ORDER  -  SECOND
 CY1126
 CY1126.The horizontal coordinates were established by classical geodetic methods
 CY1126.and adjusted by the National Geodetic Survey in August 1993.
 CY1126
 CY1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1126
 CY1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1126
 CY1126.The geoid height was determined by GEOID03.
 CY1126
 CY1126;                    North         East     Units Scale Factor Converg.
 CY1126;SPC AZ E     -   204,863.974   285,536.245   MT  0.99996421   +0 25 05.6
 CY1126;SPC AZ E     -   672,125.90    936,798.70   iFT  0.99996421   +0 25 05.6
 CY1126;UTM  12      - 3,635,281.438   650,143.893   MT  0.99987797   +0 52 13.2
 CY1126
 CY1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1126!SPC AZ E     -   0.99979987  x   0.99996421  =   0.99976408
 CY1126!UTM  12      -   0.99979987  x   0.99987797  =   0.99967786
 CY1126
 CY1126|---------------------------------------------------------------------|
 CY1126| PID    Reference Object                     Distance      Geod. Az  |
 CY1126|                                                           dddmmss.s |
 CY1126| CC7518 TOLLGATE RM 2                         7.439 METERS 06523     |
 CY1126| CY1128 YUMA                                APPROX. 6.2 KM 2511531.8 |
 CY1126| CC7517 TOLLGATE RM 1                        11.361 METERS 35857     |
 CY1126|---------------------------------------------------------------------|
 CY1126
 CY1126                          SUPERSEDED SURVEY CONTROL
 CY1126
 CY1126  NAD 83(1986)-  32 50 43.20508(N)    109 23 44.21725(W) AD(       ) 2
 CY1126  NAD 27      -  32 50 42.96888(N)    109 23 41.95754(W) AD(       ) 2
 CY1126  NGVD 29 (07/19/86) 1300.4    (m)         4266.     (f) VERT ANG    3  
 CY1126
 CY1126.Superseded values are not recommended for survey control.
 CY1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1126.See file dsdata.txt to determine how the superseded data were derived.
 CY1126
 CY1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5014435281(NAD 83)
 CY1126_MARKER: DD = SURVEY DISK
 CY1126_SETTING: 66 = SET IN ROCK OUTCROP
 CY1126
 CY1126  HISTORY     - Date     Condition        Report By
 CY1126  HISTORY     - 1976     MONUMENTED       AZDT
 CY1126
 CY1126                          STATION DESCRIPTION
 CY1126
 CY1126'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1126'THE STATION IS ABOUT 18 MILES EAST OF SAFFORD ALONG THE SOUTH
 CY1126'SIDE OF U.S. HWY. 666 ON A ROCKY RIDGE.
 CY1126'
 CY1126'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED TOLLGATE 1976
 CY1126'AND IS EPOXIED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 CY1126'GROUND.  STATION IS ABOUT 800 FEET SOUTH OF HWY. 666 CENTERLINE
 CY1126'ON TOP OF A ROCKY RIDGE MARKED WITH A WITNESS POST AND SIGN 6.5
 CY1126'FEET TO THE NORTHEAST.
 CY1126'
 CY1126'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED TOLLGATE
 CY1126'RM 1 1976 AND IS EPOXIED TO A FLAT BEDROCK.
 CY1126'
 CY1126'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED TOLLGATE
 CY1126'RM 2 1976 AND IS EPOXIED TO A ROCK OUTCROP.
 CY1126'
 CY1126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1126'10 MILES EAST OF SAFFORD, GO EAST ON U.S. 666 TO MILE POST 140.6
 CY1126'AND STATION IS ON A ROCKY RIDGE 800 FEET SOUTH OF
 CY1126'HWY. CENTERLINE.  TO GET WITHIN 500 FEET OF STATION WITH A
 CY1126'VEHICLE, GO THROUGH R/W FENCE GATE AT MILE POST 139.35 AND TURN
 CY1126'IMMEDIATELY LEFT AND FOLLOW DIM TRACKS ALONG FENCE FOR 0.25 MILE
 CY1126'TO A TRAIL UP RIDGE AND CONTINUE FOR 1.2 MILES JUST SHORT OF TOP
 CY1126'OF RIDGE AND END OF TRUCK TRAVEL.  PACK NORTHEAST UP SLOPE TO
 CY1126'STATION ON ROCK OUTCROP JUST NORTH OF HIGHEST POINT OF RIDGE.  A 5
 CY1126'MINUTE PACK.
 CY1126'
 CY1126'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2153 ***********************************************************************
 CZ2153  DESIGNATION -  TOLTEC
 CZ2153  PID         -  CZ2153
 CZ2153  STATE/COUNTY-  AZ/PINAL
 CZ2153  USGS QUAD   -  ELOY NW (1981)
 CZ2153
 CZ2153                         *CURRENT SURVEY CONTROL
 CZ2153  ___________________________________________________________________
 CZ2153* NAD 83(1992)-  32 42 17.02328(N)    111 40 18.59214(W)     ADJUSTED  
 CZ2153* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 CZ2153  ___________________________________________________________________
 CZ2153  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CZ2153  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2153  HORZ ORDER  -  SECOND
 CZ2153
 CZ2153.The horizontal coordinates were established by classical geodetic methods
 CZ2153.and adjusted by the National Geodetic Survey in August 1993.
 CZ2153
 CZ2153.The orthometric height was scaled from a topographic map.
 CZ2153
 CZ2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2153
 CZ2153.The geoid height was determined by GEOID03.
 CZ2153
 CZ2153;                    North         East     Units Scale Factor Converg.
 CZ2153;SPC AZ C     -   189,035.186   236,314.309   MT  0.99990649   +0 07 56.2
 CZ2153;SPC AZ C     -   620,194.18    775,309.41   iFT  0.99990649   +0 07 56.2
 CZ2153;UTM  12      - 3,618,753.386   437,031.517   MT  0.99964889   -0 21 46.8
 CZ2153
 CZ2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2153!SPC AZ C     -   0.99993118  x   0.99990649  =   0.99983768
 CZ2153!UTM  12      -   0.99993118  x   0.99964889  =   0.99958009
 CZ2153
 CZ2153:                Primary Azimuth Mark                     Grid Az
 CZ2153:SPC AZ C     -  TOLTEC AZ MK 2                           002 42 01.2
 CZ2153:UTM  12      -  TOLTEC AZ MK 2                           003 11 44.2
 CZ2153
 CZ2153|---------------------------------------------------------------------|
 CZ2153| PID    Reference Object                     Distance      Geod. Az  |
 CZ2153|                                                           dddmmss.s |
 CZ2153| CH5572 TOLTEC AZ MK 2                                     0024957.4 |
 CZ2153| CH5573 TOLTEC RM 1                          14.295 METERS 03602     |
 CZ2153| CH5575 TOLTEC RM 3                          32.733 METERS 08128     |
 CZ2153| CH5576 TOLTEC RM 4                          24.847 METERS 15834     |
 CZ2153| CH5574 TOLTEC RM 2                          21.190 METERS 28447     |
 CZ2153| CH5571 TOLTEC AZ MK                                       3344755.7 |
 CZ2153|---------------------------------------------------------------------|
 CZ2153
 CZ2153                          SUPERSEDED SURVEY CONTROL
 CZ2153
 CZ2153  NAD 83(1986)-  32 42 17.01740(N)    111 40 18.59198(W) AD(       ) 2
 CZ2153  NAD 27      -  32 42 16.79000(N)    111 40 16.13500(W) AD(       ) 2
 CZ2153
 CZ2153.Superseded values are not recommended for survey control.
 CZ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2153.See file dsdata.txt to determine how the superseded data were derived.
 CZ2153
 CZ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3703218753(NAD 83)
 CZ2153_MARKER: DS = TRIANGULATION STATION DISK
 CZ2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2153
 CZ2153  HISTORY     - Date     Condition        Report By
 CZ2153  HISTORY     - 1936     MONUMENTED       CGS
 CZ2153  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ2153
 CZ2153                          STATION DESCRIPTION
 CZ2153
 CZ2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2153'ABOUT 13 MILES SOUTH-SOUTHEAST OF CASA GRANDE AND 7 MILES
 CZ2153'SOUTH-SOUTHWEST OF TOLTEC RAILROAD STATION ON THE SOUTHERN
 CZ2153'PACIFIC RAILROAD, ON THE DESERT FLAT LYING NORTH OF THE SILVER
 CZ2153'REEF MOUNTAIN RANGE AND SOUTH OF STATE HIGHWAY NO. 84, IN
 CZ2153'THE SOUTHEAST CORNER OF SEC. 24, T. 8 S., R. 6 E., ON THE
 CZ2153'OPEN PLAIN 25 YARDS NORTHWEST BY NORTH OF A GATE IN A DRIFT
 CZ2153'FENCE, 35 FEET SOUTHWEST OF THE FENCE, AND 15 FEET NORTH OF THE
 CZ2153'CENTER OF THE TRACK ROAD LEADING ACROSS THE PLAIN.  MARKED BY
 CZ2153'A STANDARD DISK WELDED TO TOP OF 3 FOOT IRON PIPE, SET IN
 CZ2153'CONCRETE.  REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ2153'REFERENCE DISK, WELDED TO IRON PIPE SET IN CONCRETE,
 CZ2153'IS 7 FEET SOUTHWEST OF THE DRIFT FENCE AND 14.288 METERS
 CZ2153'(46.88 FEET) FROM STATION.
 CZ2153'REFERENCE MARK NO. 2, STANDARD BRONZE REFERENCE DISK,
 CZ2153'IS 15 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 CZ2153'AND 21.190 METERS (69.52 FEET) FROM STATION
 CZ2153'N 75 DEG 13 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 CZ2153'IS ALONG THE TRACK ROAD, 25 FEET SOUTH-SOUTHWEST OF
 CZ2153'THE CENTER OF THE ROAD AND 0.25 MILE FROM STATION.
 CZ2153
 CZ2153                          STATION RECOVERY (1960)
 CZ2153
 CZ2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ2153'STATION MARK WAS RESET BELOW THE SURFACE OF THE GROUND, R.M.
 CZ2153'1 WAS RECOVERED IN GOOD CONDITION, R.M.S 3 AND 4 WERE SET AND
 CZ2153'ESTABLISHED, AS WAS AN AZIMUTH MARK.
 CZ2153'
 CZ2153'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ2153'SOUTHEAST TOWARD TUCSON ON ARIZONA STATE HIGHWAY 84 FOR 6.0
 CZ2153'MILES TO A CROSSROAD, TURN RIGHT ON THE SUNLAND GIN ROAD AND GO
 CZ2153'SOUTH FOR 7.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CZ2153'AHEAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 CZ2153'
 CZ2153'THE STATION MARK IS A STANDARD DISK STAMPED TOLTEC 1936 1960,
 CZ2153'SET IN A CYLINDERICAL CONCRETE MONUMENT THAT IS 1 FOOT BELOW
 CZ2153'THE GROUND, AND IS 31.3 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 CZ2153'
 CZ2153'R.M. 1 IS A STANDARD DISK STAMPED TOLTEC NO 1 1936, 9 INCHES
 CZ2153'OF BRONZE PIPE PROJECTING, AND IS 18 FEET WEST OF THE CENTER OF
 CZ2153'THE ROAD.
 CZ2153'
 CZ2153'R.M. 3 IS A STANDARD DISK STAMPED TOLTEC 1936 1960, SET IN
 CZ2153'A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS IN
 CZ2153'THE FENCE LINE ON THE EAST SIDE OF THE ROAD, 20 FEET NORTH
 CZ2153'OF AN INTERSECTING FENCE.
 CZ2153'
 CZ2153'R.M. 4 IS A STANDARD DISK STAMPED TOLTEC NO 4 1936, SET IN A
 CZ2153'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS IN THE
 CZ2153'FENCE LINE AND IS 6 FEET SOUTH OF A GATE IN THE FENCE.
 CZ2153'
 CZ2153'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TOLTEC 1936 1960,
 CZ2153'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 CZ2153'IT IS 40 FEET EAST OF THE CENTER OF THE ROAD, 2 FEET SOUTH
 CZ2153'OF A FENCE JUNCTION AND 15 INCHES SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1911 ***********************************************************************
 CZ1911  DESIGNATION -  TOM
 CZ1911  PID         -  CZ1911
 CZ1911  STATE/COUNTY-  AZ/PINAL
 CZ1911  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1911
 CZ1911                         *CURRENT SURVEY CONTROL
 CZ1911  ___________________________________________________________________
 CZ1911* NAD 83(1992)-  32 52 19.03862(N)    111 14 57.05398(W)     ADJUSTED  
 CZ1911* NAVD 88     -       656.4    (meters)    2154.     (feet)  VERTCON   
 CZ1911  ___________________________________________________________________
 CZ1911  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 CZ1911  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CZ1911  HORZ ORDER  -  SECOND
 CZ1911
 CZ1911.The horizontal coordinates were established by classical geodetic methods
 CZ1911.and adjusted by the National Geodetic Survey in August 1993.
 CZ1911
 CZ1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1911
 CZ1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1911
 CZ1911.The geoid height was determined by GEOID03.
 CZ1911
 CZ1911;                    North         East     Units Scale Factor Converg.
 CZ1911;SPC AZ C     -   207,749.851   275,822.905   MT  0.99994809   +0 21 44.3
 CZ1911;SPC AZ C     -   681,594.00    904,930.79   iFT  0.99994809   +0 21 44.3
 CZ1911;UTM  12      - 3,637,119.541   476,688.892   MT  0.99960670   -0 08 06.9
 CZ1911
 CZ1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1911!SPC AZ C     -   0.99990153  x   0.99994809  =   0.99984963
 CZ1911!UTM  12      -   0.99990153  x   0.99960670  =   0.99950827
 CZ1911
 CZ1911|---------------------------------------------------------------------|
 CZ1911| PID    Reference Object                     Distance      Geod. Az  |
 CZ1911|                                                           dddmmss.s |
 CZ1911| CH5580 TOM RM 2                              6.936 METERS 13027     |
 CZ1911| CZ1910 DOUBLE                              APPROX. 0.6 KM 1550730.2 |
 CZ1911| CZ1954 TREADWAY                            APPROX. 7.9 KM 2295707.8 |
 CZ1911| CH5579 TOM RM 1                              5.982 METERS 23019     |
 CZ1911|---------------------------------------------------------------------|
 CZ1911
 CZ1911                          SUPERSEDED SURVEY CONTROL
 CZ1911
 CZ1911  NAD 83(1986)-  32 52 19.03157(N)    111 14 57.05317(W) AD(       ) 2
 CZ1911  NAD 27      -  32 52 18.78840(N)    111 14 54.64846(W) AD(       ) 2
 CZ1911  NGVD 29 (07/19/86)  655.8    (m)         2152.     (f) VERT ANG    3  
 CZ1911
 CZ1911.Superseded values are not recommended for survey control.
 CZ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1911.See file dsdata.txt to determine how the superseded data were derived.
 CZ1911
 CZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7668937120(NAD 83)
 CZ1911_MARKER: DD = SURVEY DISK
 CZ1911_SETTING: 0 = UNSPECIFIED SETTING
 CZ1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1911+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CZ1911
 CZ1911  HISTORY     - Date     Condition        Report By
 CZ1911  HISTORY     - 1977     MONUMENTED       USGS
 CZ1911  HISTORY     - 20070324 GOOD             GEOCAC
 CZ1911
 CZ1911                          STATION DESCRIPTION
 CZ1911
 CZ1911'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (TT)
 CZ1911'THE STATION IS ABOUT 13.5 MILES SOUTHEAST OF FLORENCE, 17.5 MILES
 CZ1911'SOUTHEAST OF COOLIDGE AND ABOUT 700 FEET EAST OF U.S. HWY. 80-89.
 CZ1911'
 CZ1911'THE STATION IS A USGS STANDARD TABLET STAMPED TOM 1963 AND IS
 CZ1911'SET IN A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.  THE STATION
 CZ1911'IS ABOUT 600 FEET EAST OF A POWER LINE AND IS MARKED BY A WITNESS
 CZ1911'SIGN 6 FEET WEST OF STATION.
 CZ1911'
 CZ1911'REFERENCE MARK 1 IS A STANDARD USGS TABLET STAMPED NO. 1 1963
 CZ1911'AND IS SET IN A 4 INCH CONCRETE POST PROJECTING 0.2 FEET ABOVE
 CZ1911'GROUND.
 CZ1911'
 CZ1911'REFERENCE MARK 2 IS A STANDARD USGS TABLET STAMPED NO. 2 1963
 CZ1911'AND IS SET IN A 4 INCH CONCRETE POST PROJECTING 0.2 FEET ABOVE
 CZ1911'GROUND.
 CZ1911'
 CZ1911'TO REACH THE STATION FROM THE POST OFFICE IN FLORENCE, DRIVE
 CZ1911'SOUTH ON U.S. HWY. 80-89 APPROXIMATELY 15 MILES TO MILE POST 119.0
 CZ1911'TO FIRST TURN-OFF LEFT (EAST).  PASS THROUGH GATE AND GO 0.1 MILE
 CZ1911'TO A ROAD ALONG POWER LINE, TURN LEFT AND FOLLOW POWER LINE RD.
 CZ1911'FOR 1.2 MILES, TURN RIGHT AND GO CROSS COUNTRY FOR 0.1 MILE TO THE
 CZ1911'STATION.
 CZ1911'
 CZ1911'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1911
 CZ1911                          STATION RECOVERY (2007)
 CZ1911
 CZ1911'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2060 ***********************************************************************
 DU2060  DESIGNATION -  TOM
 DU2060  PID         -  DU2060
 DU2060  STATE/COUNTY-  AZ/PINAL
 DU2060  USGS QUAD   -  FLORENCE NE (1966)
 DU2060
 DU2060                         *CURRENT SURVEY CONTROL
 DU2060  ___________________________________________________________________
 DU2060* NAD 83(1992)-  33 11 21.55010(N)    111 21 02.97454(W)     ADJUSTED  
 DU2060* NAVD 88     -       545.0    (meters)    1788.     (feet)  VERTCON   
 DU2060  ___________________________________________________________________
 DU2060  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DU2060  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DU2060  HORZ ORDER  -  SECOND
 DU2060
 DU2060.The horizontal coordinates were established by classical geodetic methods
 DU2060.and adjusted by the National Geodetic Survey in August 1993.
 DU2060
 DU2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2060
 DU2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2060
 DU2060.The geoid height was determined by GEOID03.
 DU2060
 DU2060;                    North         East     Units Scale Factor Converg.
 DU2060;SPC AZ C     -   242,888.754   266,121.452   MT  0.99993431   +0 18 35.1
 DU2060;SPC AZ C     -   796,879.11    873,101.88   iFT  0.99993431   +0 18 35.1
 DU2060;UTM  12      - 3,672,330.045   467,297.361   MT  0.99961319   -0 11 31.4
 DU2060
 DU2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2060!SPC AZ C     -   0.99991904  x   0.99993431  =   0.99985335
 DU2060!UTM  12      -   0.99991904  x   0.99961319  =   0.99953226
 DU2060
 DU2060:                Primary Azimuth Mark                     Grid Az
 DU2060:SPC AZ C     -  MARY                                     007 01 07.1
 DU2060:UTM  12      -  MARY                                     007 31 13.6
 DU2060
 DU2060|---------------------------------------------------------------------|
 DU2060| PID    Reference Object                     Distance      Geod. Az  |
 DU2060|                                                           dddmmss.s |
 DU2060| DU2059 MARY                                APPROX. 1.5 KM 0071942.2 |
 DU2060| CH5577 TOM RM 1                             12.969 METERS 00724     |
 DU2060| CH5578 TOM RM 2                             13.100 METERS 18736     |
 DU2060|---------------------------------------------------------------------|
 DU2060
 DU2060                          SUPERSEDED SURVEY CONTROL
 DU2060
 DU2060  NAD 83(1986)-  33 11 21.54393(N)    111 21 02.97674(W) AD(       ) 2
 DU2060  NAD 27      -  33 11 21.34404(N)    111 21 00.52999(W) AD(       ) 2
 DU2060  NGVD 29 (07/19/86)  544.5    (m)         1786.     (f) VERT ANG    3  
 DU2060
 DU2060.Superseded values are not recommended for survey control.
 DU2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2060.See file dsdata.txt to determine how the superseded data were derived.
 DU2060
 DU2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6729772330(NAD 83)
 DU2060_MARKER: DD = SURVEY DISK
 DU2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2060+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 DU2060
 DU2060  HISTORY     - Date     Condition        Report By
 DU2060  HISTORY     - 1975     MONUMENTED       AZDT
 DU2060  HISTORY     - 20070324 GOOD             GEOCAC
 DU2060
 DU2060                          STATION DESCRIPTION
 DU2060
 DU2060'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2060'THE STATION IS LOCATED ABOUT 4.8 MILES SOUTHWEST OF FLORENCE
 DU2060'JUNCTION AND 11.2 MILES NORTHEAST OF FLORENCE ALONG U.S. HWY. 80-89
 DU2060'IN THE WEST RIGHT-OF-WAY OF HWY.
 DU2060'
 DU2060'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED TOM P AND M
 DU2060'GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2060'STATION IS 88 FEET WEST OF THE CENTERLINE OF U.S. 80-89, 1.9 FEET
 DU2060'EAST OF THE WEST RIGHT-OF-WAY FENCE AND IS MARKED BY A WITNESS
 DU2060'POST AND SIGN 1.9 FEET TO THE WEST.
 DU2060'
 DU2060'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED RM 1 1975
 DU2060'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK IS 88
 DU2060'FEET WEST OF THE CENTERLINE AND U.S. 80-89, 2 FEET EAST OF THE WEST
 DU2060'RIGHT-OF-WAY FENCE AND 34 FEET WEST OF A LARGE TREE.
 DU2060'
 DU2060'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2060'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK
 DU2060'IS 88 FEET WEST OF CENTERLINE HIGHWAY U.S. 80-89 AND 2 FEET EAST
 DU2060'OF WEST RIGHT-OF-WAY FENCELINE.
 DU2060'
 DU2060'TO REACH THE STATION FROM FLORENCE JUNCTION, GO SOUTHWEST ON
 DU2060'U.S. HWY. 80-89 FOR 4.8 MILES TO MILE POST 145.43 AND TO THE
 DU2060'STATION IN THE WEST RIGHT-OF-WAY.
 DU2060'
 DU2060'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2060
 DU2060                          STATION RECOVERY (2007)
 DU2060
 DU2060'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0948 ***********************************************************************
 CG0948  DESIGNATION -  TOMB
 CG0948  PID         -  CG0948
 CG0948  STATE/COUNTY-  AZ/COCHISE
 CG0948  USGS QUAD   -  HABERSTOCK HILL (1973)
 CG0948
 CG0948                         *CURRENT SURVEY CONTROL
 CG0948  ___________________________________________________________________
 CG0948* NAD 83(1992)-  31 45 05.40766(N)    110 05 57.09114(W)     ADJUSTED  
 CG0948* NAVD 88     -      1312.5    (meters)    4306.     (feet)  VERTCON   
 CG0948  ___________________________________________________________________
 CG0948  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CG0948  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CG0948  HORZ ORDER  -  SECOND
 CG0948
 CG0948.The horizontal coordinates were established by classical geodetic methods
 CG0948.and adjusted by the National Geodetic Survey in August 1993.
 CG0948
 CG0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0948
 CG0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0948
 CG0948.The geoid height was determined by GEOID03.
 CG0948
 CG0948;                    North         East     Units Scale Factor Converg.
 CG0948;SPC AZ E     -    83,317.163   219,752.392   MT  0.99990050   +0 02 07.8
 CG0948;SPC AZ E     -   273,350.27    720,972.41   iFT  0.99990050   +0 02 07.8
 CG0948;UTM  12      - 3,513,245.070   585,316.392   MT  0.99968977   +0 28 26.6
 CG0948
 CG0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0948!SPC AZ E     -   0.99979829  x   0.99990050  =   0.99969881
 CG0948!UTM  12      -   0.99979829  x   0.99968977  =   0.99948812
 CG0948
 CG0948|---------------------------------------------------------------------|
 CG0948| PID    Reference Object                     Distance      Geod. Az  |
 CG0948|                                                           dddmmss.s |
 CG0948| CC7520 TOMB RM 1                            16.060 METERS 07008     |
 CG0948| CC7521 TOMB RM 2                            12.407 METERS 13218     |
 CG0948| CG0958 TOMBSTONE SCHIEFFELIN MONUMENT      APPROX. 2.3 KM 1894944.0 |
 CG0948| CC7519 1105+70                                            3103657.6 |
 CG0948|---------------------------------------------------------------------|
 CG0948
 CG0948                          SUPERSEDED SURVEY CONTROL
 CG0948
 CG0948  NAD 83(1986)-  31 45 05.40232(N)    110 05 57.08850(W) AD(       ) 2
 CG0948  NAD 27      -  31 45 05.08400(N)    110 05 54.80100(W) AD(       ) 2
 CG0948  NGVD 29 (06/28/91) 1311.7    (m)         4303.     (f) VERT ANG    3  
 CG0948
 CG0948.Superseded values are not recommended for survey control.
 CG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0948.See file dsdata.txt to determine how the superseded data were derived.
 CG0948
 CG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8531613245(NAD 83)
 CG0948_MARKER: DS = TRIANGULATION STATION DISK
 CG0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0948+STABILITY: SURFACE MOTION
 CG0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0948+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CG0948
 CG0948  HISTORY     - Date     Condition        Report By
 CG0948  HISTORY     - 1946     MONUMENTED       CGS
 CG0948  HISTORY     - 1986     GOOD             AZDT
 CG0948  HISTORY     - 20061209 GOOD             GEOCAC
 CG0948
 CG0948                          STATION DESCRIPTION
 CG0948
 CG0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0948'THE STATION IS LOCATED ON TOP OF A LOW RIDGE, ABOUT 100 YARDS NE
 CG0948'OF U.S. HIGHWAY 80, ABOUT 3.2 MILES NW, AIRLINE, FROM TOMBSTONE,
 CG0948'AND 0.2 MILE, AIRLINE, N OF THE JUNCTION OF U.S. HIGHWAY 80 AND
 CG0948'STATE HIGHWAY 82.
 CG0948'
 CG0948'TO REACH FROM THE POST OFFICE IN TOMBSTONE, GO N ON U.S. HIGHWAY
 CG0948'80 FOR 3.0 MILES TO WIRE GATE IN FENCE ON RIGHT SIDE OF ROAD AT
 CG0948'HIGHWAY SIGN JUNCTION STATE HIGHWAY 82.  THIS POINT IS ALSO 0.15
 CG0948'MILE BEFORE REACHING JUNCTION OF HIGHWAYS.  TURN RIGHT OFF
 CG0948'HIGHWAY AND PASS THROUGH GATE.  HERE TURN LEFT AND FOLLOW DIM
 CG0948'TRACKS DOWN ACROSS WASH AND KEEPING CLOSE TO THE FENCE LINE, GO
 CG0948'0.4 MILE TO BASE OF LOW RIDGE.  HERE TURN RIGHT AND CONTINUE TO
 CG0948'TOP AND STATION SITE.
 CG0948'
 CG0948'STATION MARK IS A BRONZE STATION DISK, STAMPED TOMB 1946, AND IS
 CG0948'SET FLUSH IN THE TOP OF A 6-INCH-SQUARE CONCRETE POST THAT PROJECTS
 CG0948'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 6 FEET SSE OF A 4- BY
 CG0948'4-INCH WHITE WITNESS POST.  UNDERGROUND MARK IS A BRONZE STATION
 CG0948'DISK SET IN CONCRETE.
 CG0948'
 CG0948'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED TOMB NO 1 1946,
 CG0948'AND IS SET FLUSH IN THE TOP OF A 6-INCH-SQUARE CONCRETE POST
 CG0948'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT LEVEL
 CG0948'WITH STATION.
 CG0948'
 CG0948'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED TOMB NO 2 1946,
 CG0948'AND IS SET FLUSH IN THE TOP OF A 6-INCH-SQUARE CONCRETE POST THAT
 CG0948'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT LEVEL WITH
 CG0948'STATION.
 CG0948'
 CG0948'THE AZIMUTH MARK IS AN ARIZONA STATE HIGHWAY DEPARTMENT BENCH MARK,
 CG0948'STAMPED ARIZONA HIGHWAY DEPT. ELEV. 4224.17 STA 1105-70, AND IS
 CG0948'SET FLUSH IN A CONCRETE CULVERT.  IT IS 3.5 FEET FROM THE W END,
 CG0948'14.8 FEET N OF THE CENTER OF THE HIGHWAY, AND 1 MILE WNW, BY
 CG0948'AIRLINE, OF THE STATION.  TO REACH FROM STATION, GO N ON U.S.
 CG0948'HIGHWAY 80 FOR 3.1 MILES FROM THE JUNCTION OF THE HIGHWAYS TO
 CG0948'CULVERT ON THE RIGHT AND AZIMUTH MARK.
 CG0948'
 CG0948'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 CG0948
 CG0948                          STATION RECOVERY (1986)
 CG0948
 CG0948'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0948'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CG0948'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW ROUTE TO
 CG0948'THE STATION FOLLOWS.
 CG0948'
 CG0948'TO REACH THE STATION FROM THE JOHN L WYATT SCHOOL IN TOMBSTONE TRAVEL
 CG0948'NORTH ALONG U.S. HIGHWAY 80 FOR ABOUT 9 MILES TO THE JUNCTION WITH
 CG0948'STATE ROUTE 82.  CONTINUE NORTH ALONG U.S. 80 FOR 0.3 MILE TO THE
 CG0948'STATION ON THE LOW RIDGE ON THE RIGHT AT MILE POST 313.7.
 CG0948
 CG0948                          STATION RECOVERY (2006)
 CG0948
 CG0948'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1800 ***********************************************************************
 DU1800  DESIGNATION -  TOMBSTONE
 DU1800  PID         -  DU1800
 DU1800  STATE/COUNTY-  AZ/MARICOPA
 DU1800  USGS QUAD   -  ADAMS MESA (1964)
 DU1800
 DU1800                         *CURRENT SURVEY CONTROL
 DU1800  ___________________________________________________________________
 DU1800* NAD 83(1992)-  33 41 58.47370(N)    111 30 02.57694(W)     ADJUSTED  
 DU1800* NAVD 88     -       859.6    (meters)    2820.     (feet)  VERTCON   
 DU1800  ___________________________________________________________________
 DU1800  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 DU1800  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DU1800  HORZ ORDER  -  SECOND
 DU1800
 DU1800.The horizontal coordinates were established by classical geodetic methods
 DU1800.and adjusted by the National Geodetic Survey in August 1993.
 DU1800
 DU1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1800
 DU1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1800
 DU1800.The geoid height was determined by GEOID03.
 DU1800
 DU1800;                    North         East     Units Scale Factor Converg.
 DU1800;SPC AZ C     -   299,411.909   251,918.556   MT  0.99991832   +0 13 50.8
 DU1800;SPC AZ C     -   982,322.54    826,504.45   iFT  0.99991832   +0 13 50.8
 DU1800;UTM  12      - 3,728,958.877   453,597.605   MT  0.99962654   -0 16 40.2
 DU1800
 DU1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1800!SPC AZ C     -   0.99986955  x   0.99991832  =   0.99978788
 DU1800!UTM  12      -   0.99986955  x   0.99962654  =   0.99949614
 DU1800
 DU1800|---------------------------------------------------------------------|
 DU1800| PID    Reference Object                     Distance      Geod. Az  |
 DU1800|                                                           dddmmss.s |
 DU1800| DU1827 TOMBSTONE RM 1                        6.259 METERS 20735     |
 DU1800| DU1828 TOMBSTONE RM 2                        5.835 METERS 35024     |
 DU1800| DU1796 ROCKY                               APPROX. 5.9 KM 3591341.0 |
 DU1800|---------------------------------------------------------------------|
 DU1800
 DU1800                          SUPERSEDED SURVEY CONTROL
 DU1800
 DU1800  NAD 83(1986)-  33 41 58.46768(N)    111 30 02.57890(W) AD(       ) 2
 DU1800  NGVD 29 (07/10/87)  859.0    (m)         2818.     (f) VERT ANG    3  
 DU1800
 DU1800.Superseded values are not recommended for survey control.
 DU1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1800.See file dsdata.txt to determine how the superseded data were derived.
 DU1800
 DU1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5359828959(NAD 83)
 DU1800_MARKER: DS = TRIANGULATION STATION DISK
 DU1800_SETTING: 80 = SET IN A BOULDER
 DU1800_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DU1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1800+STABILITY: SURFACE MOTION
 DU1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1800+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2007
 DU1800
 DU1800  HISTORY     - Date     Condition        Report By
 DU1800  HISTORY     - 1981     MONUMENTED       AZDT
 DU1800  HISTORY     - 20071117 GOOD             GEOCAC
 DU1800
 DU1800                          STATION DESCRIPTION
 DU1800
 DU1800'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1800'THE STATION IS LOCATED ON TOMBSTONE RIDGE, 11 MILES NORTHEAST OF FORT
 DU1800'MCDOWELL AND ABOUT 400 FEET EAST OF ARIZONA HIGHWAY 87.
 DU1800'
 DU1800'THE STATION MARK IS AN AZDT DISK STAMPED---TOMBSTONE 1981---SET
 DU1800'IN A DRILL HOLE IN A BOULDER ON A HIGH ROCKY PINACLE.
 DU1800'
 DU1800'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TOMBSTONE RM 1 1981---SET
 DU1800'IN A DRILL HOLE IN A BOULDER.
 DU1800'
 DU1800'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TOMBSTONE RM 2 1981---SET
 DU1800'IN A DRILL HOLE IN A BOULDER.
 DU1800'
 DU1800'FROM THE POST OFFICE IN PAYSON, TRAVEL WEST 200 FEET TO SOUTH MCLANE
 DU1800'ROAD.  TURN LEFT AND TRAVEL SOUTH 0.6 MILE TO STATE ROUTE 87.  TURN
 DU1800'RIGHT ALONG STATE ROUTE 87 AND TRAVEL SOUTH FOR 38.0 MILES TO THE
 DU1800'BRIDGE OVER SYCAMORE CREEK, CONTINUE SOUTH FOR 7.1 MILES TO TRAFFIC
 DU1800'PULLOUT ON THE RIGHT AT THE CREST OF TOMBSTONE RIDGE AND END OF TRUCK.
 DU1800'PACK TO THE TOP OF THE HIGHEST ROCKY PINACLE ON THE LEFT AND STATION.
 DU1800
 DU1800                          STATION RECOVERY (2007)
 DU1800
 DU1800'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0957 ***********************************************************************
 CG0957  DESIGNATION -  TOMBSTONE COURTHOUSE SPIRE
 CG0957  PID         -  CG0957
 CG0957  STATE/COUNTY-  AZ/COCHISE
 CG0957  USGS QUAD   -  TOMBSTONE (1978)
 CG0957
 CG0957                         *CURRENT SURVEY CONTROL
 CG0957  ___________________________________________________________________
 CG0957* NAD 83(1992)-  31 42 44.11103(N)    110 04 08.26551(W)     ADJUSTED  
 CG0957* NAVD 88     -              **(meters)            **(feet)            
 CG0957  ___________________________________________________________________
 CG0957  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CG0957  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CG0957  HORZ ORDER  -  THIRD
 CG0957
 CG0957.The horizontal coordinates were established by classical geodetic methods
 CG0957.and adjusted by the National Geodetic Survey in August 1993.
 CG0957
 CG0957
 CG0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0957
 CG0957.The geoid height was determined by GEOID03.
 CG0957
 CG0957;                    North         East     Units Scale Factor Converg.
 CG0957;SPC AZ E     -    78,967.747   222,620.153   MT  0.99990106   +0 03 04.9
 CG0957;SPC AZ E     -   259,080.53    730,381.08   iFT  0.99990106   +0 03 04.9
 CG0957;UTM  12      - 3,508,918.620   588,216.739   MT  0.99969598   +0 29 22.0
 CG0957
 CG0957                          SUPERSEDED SURVEY CONTROL
 CG0957
 CG0957  NAD 83(1986)-  31 42 44.10528(N)    110 04 08.26258(W) AD(       ) 4
 CG0957  NAD 27      -  31 42 43.78300(N)    110 04 05.97900(W) AD(       ) 3
 CG0957
 CG0957.Superseded values are not recommended for survey control.
 CG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0957.See file dsdata.txt to determine how the superseded data were derived.
 CG0957
 CG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8821708919(NAD 83)
 CG0957_MARKER: 89 = SPIRE
 CG0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0957+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CG0957
 CG0957  HISTORY     - Date     Condition        Report By
 CG0957  HISTORY     - 1946     FIRST OBSERVED   CGS
 CG0957  HISTORY     - 20021101 GOOD             NGS
 CG0957  HISTORY     - 20061209 GOOD             GEOCAC
 CG0957  HISTORY     - 20070504 GOOD             GEOCAC
 CG0957
 CG0957                          STATION DESCRIPTION
 CG0957
 CG0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (DW)
 CG0957'RECOVERED IN GOOD CONDITION.
 CG0957
 CG0957                          STATION RECOVERY (2006)
 CG0957
 CG0957'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0957'RECOVERED IN GOOD CONDITION.
 CG0957
 CG0957                          STATION RECOVERY (2007)
 CG0957
 CG0957'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0957'THE TOMBSTONE COURTHOUSE IS NOW AN ARIZONA STATE HISTORIC PARK, AND IS
 CG0957'LOCATED AT 219 TOUGHNUT STREET IN TOMBSTONE, AZ.
 CG0957'THE SPIRE RISES ABOVE THE ROOF OF THE BUILDING AND SITS ATOP A SQUARE
 CG0957'ROOM WITH 2 ARCHED WINDOWS ON ALL FOUR SIDES. THE SPIRE DOES NOT COME
 CG0957'TO A POINT, BUT ENDS IN A SQUARE FLAT PLATFORM SURROUNDED BY A
 CG0957'VICTORIAN STYLED RAILING. THE PLATFORM WAS USED TO GAIN ACCESS TO THE
 CG0957'FLAG POLE THAT ONCE STOOD IN THE MIDDLE OF THE PLATFORM.
 CG0957'THE PARK RANGER INDICATED THE FLAG POLE WAS REMOVED PRIOR TO 1946, AND
 CG0957'THAT THE CURRENT SPIRE IS THE ORIGINAL.
 CG0957' 
 CG0957'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CG0957'SOUTHWEST ON HASKELL STREET FOR 0.2 MILES TO TOUGHNUT STREET. TURN
 CG0957'LEFT AND TRAVEL SOUTHEAST ON TOUGHNUT STREET FOR 0.3 MILES AND THE
 CG0957'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0958 ***********************************************************************
 CG0958  DESIGNATION -  TOMBSTONE SCHIEFFELIN MONUMENT
 CG0958  PID         -  CG0958
 CG0958  STATE/COUNTY-  AZ/COCHISE
 CG0958  USGS QUAD   -  TOMBSTONE (1978)
 CG0958
 CG0958                         *CURRENT SURVEY CONTROL
 CG0958  ___________________________________________________________________
 CG0958* NAD 83(1992)-  31 43 50.72224(N)    110 06 12.23041(W)     ADJUSTED  
 CG0958* NAVD 88     -              **(meters)            **(feet)            
 CG0958  ___________________________________________________________________
 CG0958  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CG0958  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CG0958  HORZ ORDER  -  THIRD
 CG0958
 CG0958.The horizontal coordinates were established by classical geodetic methods
 CG0958.and adjusted by the National Geodetic Survey in August 1993.
 CG0958
 CG0958
 CG0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0958
 CG0958.The geoid height was determined by GEOID03.
 CG0958
 CG0958;                    North         East     Units Scale Factor Converg.
 CG0958;SPC AZ E     -    81,016.794   219,355.323   MT  0.99990044   +0 01 59.8
 CG0958;SPC AZ E     -   265,803.13    719,669.69   iFT  0.99990044   +0 01 59.8
 CG0958;UTM  12      - 3,510,942.217   584,937.017   MT  0.99968897   +0 28 17.7
 CG0958
 CG0958                          SUPERSEDED SURVEY CONTROL
 CG0958
 CG0958  NAD 83(1986)-  31 43 50.71695(N)    110 06 12.22841(W) AD(       ) 4
 CG0958  NAD 27      -  31 43 50.40000(N)    110 06 09.94000(W) AD(       ) 3
 CG0958
 CG0958.Superseded values are not recommended for survey control.
 CG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0958.See file dsdata.txt to determine how the superseded data were derived.
 CG0958
 CG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8493710942(NAD 83)
 CG0958_MARKER: 70 = MONUMENT
 CG0958
 CG0958  HISTORY     - Date     Condition        Report By
 CG0958  HISTORY     - 1946     FIRST OBSERVED   CGS
 CG0958  HISTORY     - 20070504 GOOD             GEOCAC
 CG0958
 CG0958                          STATION DESCRIPTION
 CG0958
 CG0958'DESCRIBED BY GEOCACHING 2007 (JM)
 CG0958'A ROUNDED CONE SHAPED MONUMENT OF ROUGH HEWN GRANITE AND CONCRETE
 CG0958'STANDING 25 TALL WITH THE INSCRIPTION  ED SCHIEFFELIN, DIED MAY 12,
 CG0958'1897, AGED 49 YEARS, 8 MONTHS, A DUTIFUL SON, A FAITHFUL HUSBAND, A
 CG0958'KIND BROTHER, A TRUE FRIEND.  A PHOTOGRAPH FROM 1927 SHOWS THE
 CG0958'MONUMENT HAS NOT CHANGED.
 CG0958' 
 CG0958'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CG0958'SOUTHWEST ON HASKELL STREET FOR 0.15 MILES TO ALLEN STREET. TURN RIGHT
 CG0958'AND TRAVEL NORTHWEST ON ALLEN STREET FOR 0.6 MILES TO A CATTLE GUARD
 CG0958'WHERE THE ROAD TURNS INTO A GRADED ROAD. CONTINUE ON ALLEN STREET FOR
 CG0958'1.6 MILES TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2252 ***********************************************************************
 DV2252  DESIGNATION -  TON
 DV2252  PID         -  DV2252
 DV2252  STATE/COUNTY-  AZ/MARICOPA
 DV2252  USGS QUAD   -  PERRYVILLE (1982)
 DV2252
 DV2252                         *CURRENT SURVEY CONTROL
 DV2252  ___________________________________________________________________
 DV2252* NAD 83(2007)-  33 24 19.34711(N)    112 25 18.50842(W)     NO CHECK  
 DV2252* NAVD 88     -       277.4    (meters)     910.     (feet)  VERTCON   
 DV2252  ___________________________________________________________________
 DV2252  EPOCH DATE  -        2007.00
 DV2252  X           -  -2,033,003.958 (meters)                     COMP
 DV2252  Y           -  -4,927,113.564 (meters)                     COMP
 DV2252  Z           -   3,491,713.740 (meters)                     COMP
 DV2252  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DV2252  ELLIP HEIGHT-         247.058 (meters)          (02/10/07) NO CHECK
 DV2252  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2252
 DV2252  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2252  Type    PID    Designation                      North   East  Ellip
 DV2252  -------------------------------------------------------------------
 DV2252  NETWORK DV2252 TON                               2.33   1.67  10.04
 DV2252  -------------------------------------------------------------------
 DV2252
 DV2252.The horizontal coordinates were established by GPS observations
 DV2252.and adjusted by the National Geodetic Survey in February 2007.
 DV2252
 DV2252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2252.No horizontal observational check was made to the station.
 DV2252.The horizontal coordinates are valid at the epoch date displayed above.
 DV2252.The epoch date for horizontal control is a decimal equivalence
 DV2252.of Year/Month/Day.
 DV2252
 DV2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2252
 DV2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2252
 DV2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2252
 DV2252.The ellipsoidal height was determined by GPS observations
 DV2252.and is referenced to NAD 83.
 DV2252
 DV2252.The geoid height was determined by GEOID03.
 DV2252
 DV2252;                    North         East     Units Scale Factor Converg.
 DV2252;SPC AZ C     -   266,820.351   166,374.443   MT  0.99992721   -0 16 41.2
 DV2252;SPC AZ C     -   875,394.85    545,847.91   iFT  0.99992721   -0 16 41.2
 DV2252;UTM  12      - 3,697,131.513   367,785.944   MT  0.99981552   -0 46 58.4
 DV2252
 DV2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2252!SPC AZ C     -   0.99996121  x   0.99992721  =   0.99988843
 DV2252!UTM  12      -   0.99996121  x   0.99981552  =   0.99977674
 DV2252
 DV2252                          SUPERSEDED SURVEY CONTROL
 DV2252
 DV2252  ELLIP H (06/11/02)  247.090  (m)                       GP(       ) 4 2
 DV2252  NAD 83(1992)-  33 24 19.34516(N)    112 25 18.50811(W) AD(       ) 1
 DV2252  ELLIP H (08/23/93)  247.230  (m)                       GP(       ) 4 2
 DV2252  NAD 83(1986)-  33 24 19.33949(N)    112 25 18.51424(W) AD(       ) 1
 DV2252  NGVD 29 (09/11/89)  276.8    (m)          908.     (f) GPS OBS     3  
 DV2252
 DV2252.Superseded values are not recommended for survey control.
 DV2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2252.See file dsdata.txt to determine how the superseded data were derived.
 DV2252
 DV2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6778697132(NAD 83)
 DV2252_MARKER: DD = SURVEY DISK
 DV2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2252+STABILITY: SURFACE MOTION
 DV2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2252+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 DV2252
 DV2252  HISTORY     - Date     Condition        Report By
 DV2252  HISTORY     - 1986     MONUMENTED       AZDT
 DV2252  HISTORY     - 20080513 GOOD             GEOCAC
 DV2252
 DV2252                          STATION DESCRIPTION
 DV2252
 DV2252'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2252'THE STATION IS LOCATED ABOUT 5.68 KM (3.5 MI) WEST-SOUTHWEST OF
 DV2252'GOODYEAR, ARIZONA.
 DV2252'
 DV2252'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85
 DV2252'AND COTTON LANE, GO EAST ON STATE ROUTE 85 FOR 0.41 KM (0.25 MI) TO
 DV2252'THE STATION ON THE LEFT.
 DV2252'
 DV2252'THE STATION IS A STANDARD A.G.S. DISK
 DV2252'STAMPED---TON 1986---,
 DV2252'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2252'25 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 DV2252'1.16 METERS (3.8 FT) NORTHEAST FROM A WITNESS POST AND SIGN,
 DV2252'1.22 METERS (4.0 FT) NORTH-NORTHWEST FROM A WITNESS POST AND SIGN,
 DV2252'23.01 METERS (75.5 FT) SOUTH FROM THE SOUTH RAIL OF RAILROAD TRACKS,
 DV2252'23.32 METERS (76.5 FT) NORTH FROM THE CENTERLINE OF BUCKEYE ROAD.
 DV2252'THE UNDERGROUND MARK IS A STANDARD A.G.S. DISK
 DV2252'STAMPED---TON 1986---,
 DV2252'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2252
 DV2252                          STATION RECOVERY (2008)
 DV2252
 DV2252'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0644 ***********************************************************************
 GP0644  DESIGNATION -  TONALEA
 GP0644  PID         -  GP0644
 GP0644  STATE/COUNTY-  AZ/COCONINO
 GP0644  USGS QUAD   -  TONALEA (1982)
 GP0644
 GP0644                         *CURRENT SURVEY CONTROL
 GP0644  ___________________________________________________________________
 GP0644* NAD 83(1992)-  36 20 00.59365(N)    110 55 37.47784(W)     ADJUSTED  
 GP0644* NAVD 88     -      1734.8    (meters)    5692.     (feet)  VERTCON   
 GP0644  ___________________________________________________________________
 GP0644  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 GP0644  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 GP0644  HORZ ORDER  -  SECOND
 GP0644
 GP0644.The horizontal coordinates were established by classical geodetic methods
 GP0644.and adjusted by the National Geodetic Survey in August 1993.
 GP0644
 GP0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0644
 GP0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0644
 GP0644.The geoid height was determined by GEOID03.
 GP0644
 GP0644;                    North         East     Units Scale Factor Converg.
 GP0644;SPC AZ C     -   591,969.437   302,200.297   MT  0.99999721   +0 35 10.9
 GP0644;SPC AZ C     - 1,942,156.95    991,470.79   iFT  0.99999721   +0 35 10.9
 GP0644;UTM  12      - 4,020,941.782   506,544.578   MT  0.99960053   +0 02 35.5
 GP0644
 GP0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0644!SPC AZ C     -   0.99973128  x   0.99999721  =   0.99972849
 GP0644!UTM  12      -   0.99973128  x   0.99960053  =   0.99933192
 GP0644
 GP0644|---------------------------------------------------------------------|
 GP0644| PID    Reference Object                     Distance      Geod. Az  |
 GP0644|                                                           dddmmss.s |
 GP0644| CD4083 TONALEA RM 2                         12.000 METERS 02159     |
 GP0644| GP0645 TONALEA WATER TANK                  APPROX. 2.4 KM 2413545.0 |
 GP0644| CD4082 TONALEA RM 1                         27.285 METERS 24919     |
 GP0644|---------------------------------------------------------------------|
 GP0644
 GP0644                          SUPERSEDED SURVEY CONTROL
 GP0644
 GP0644  NAD 83(1986)-  36 20 00.59393(N)    110 55 37.47591(W) AD(       ) 2
 GP0644  NAD 27      -  36 20 00.62290(N)    110 55 34.95593(W) AD(       ) 2
 GP0644  NGVD 29 (07/19/86) 1733.8    (m)         5688.     (f) VERT ANG    3  
 GP0644
 GP0644.Superseded values are not recommended for survey control.
 GP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0644.See file dsdata.txt to determine how the superseded data were derived.
 GP0644
 GP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF0654520942(NAD 83)
 GP0644_MARKER: DD = SURVEY DISK
 GP0644_SETTING: 0 = UNSPECIFIED SETTING
 GP0644
 GP0644  HISTORY     - Date     Condition        Report By
 GP0644  HISTORY     - 1970     MONUMENTED       USGS
 GP0644
 GP0644                          STATION DESCRIPTION
 GP0644
 GP0644'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0644'RM 1, TO RM 2, NOT MEASURED.
 GP0644'
 GP0644'INSTRUMENT TRIPOD 5.6 FT ABOVE STATION MARK.
 GP0644'
 GP0644'LOCATED ABOUT 22 MI (AIRLINE) NE. OF TUBA CITY.  ABOUT 1.0 MI NE.
 GP0644'OF TONALEA POST OFFICE.  ABOUT 800 FT N. OF U. S. HIGHWAY 164.
 GP0644'
 GP0644'TO REACH FROM TONALEA POST OFFICE GO NE. ON U. S. HIGHWAY 164 FOR
 GP0644'0.9 MI TO ELEPHANT FEET REST AREA.  LEAVE HIGHWAY AND GO NE. ALONG
 GP0644'BASE OF HILL FOR 0.4 MI TO END OF RIDGE.  TURN SW. UP CENTERLINE OF
 GP0644'RIDGE (4-WHEEL DRIVE REQUIRED) FOR 0.4 MI THROUGH SAND DUNES TO
 GP0644'TOP OF HILL AND STATION.
 GP0644'
 GP0644'STATION MARK--STANDARD USGS TRIANGULATION TABLET STAMPED TONALEA
 GP0644'1970 SET IN CONCRETE POST PROJECTING ABOUT 0.3 FT ABOVE GROUND.
 GP0644'
 GP0644'UNDERGROUND MARK--STANDARD USGS TRIANGULATION TABLET NOT STAMPED
 GP0644'SET IN CONCRETE.
 GP0644'
 GP0644'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 GP0644'NO 1 1970 SET IN ROCK OUTCROP ABOUT 8.9 FT LOWER THAN STATION MARK.
 GP0644'
 GP0644'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED NO
 GP0644'2 1970 SET IN CONCRETE POST AT SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0645 ***********************************************************************
 GP0645  DESIGNATION -  TONALEA WATER TANK
 GP0645  PID         -  GP0645
 GP0645  STATE/COUNTY-  AZ/COCONINO
 GP0645  USGS QUAD   -  TONALEA (1982)
 GP0645
 GP0645                         *CURRENT SURVEY CONTROL
 GP0645  ___________________________________________________________________
 GP0645* NAD 83(1992)-  36 19 24.01450(N)    110 57 01.04683(W)     ADJUSTED  
 GP0645* NAVD 88     -              **(meters)            **(feet)            
 GP0645  ___________________________________________________________________
 GP0645  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 GP0645  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 GP0645  HORZ ORDER  -  THIRD
 GP0645
 GP0645.The horizontal coordinates were established by classical geodetic methods
 GP0645.and adjusted by the National Geodetic Survey in August 1993.
 GP0645
 GP0645
 GP0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0645
 GP0645.The geoid height was determined by GEOID03.
 GP0645
 GP0645;                    North         East     Units Scale Factor Converg.
 GP0645;SPC AZ C     -   590,820.920   300,127.504   MT  0.99999273   +0 34 20.9
 GP0645;SPC AZ C     - 1,938,388.85    984,670.29   iFT  0.99999273   +0 34 20.9
 GP0645;UTM  12      - 4,019,813.409   504,461.814   MT  0.99960025   +0 01 46.0
 GP0645
 GP0645                          SUPERSEDED SURVEY CONTROL
 GP0645
 GP0645  NAD 83(1986)-  36 19 24.01362(N)    110 57 01.04671(W) AD(       ) 4
 GP0645  NAD 27      -  36 19 24.04318(N)    110 56 58.52636(W) AD(       ) 3
 GP0645
 GP0645.Superseded values are not recommended for survey control.
 GP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0645.See file dsdata.txt to determine how the superseded data were derived.
 GP0645
 GP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF0446219813(NAD 83)
 GP0645_MARKER: 52 = STANDPIPE TANK
 GP0645
 GP0645  HISTORY     - Date     Condition        Report By
 GP0645  HISTORY     - 1970     FIRST OBSERVED   USGS
 GP0645
 GP0645                          STATION DESCRIPTION
 GP0645
 GP0645'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0645'LOCATED ABOUT 0.5 MI W. OF U. S. HIGHWAY 164.  AT THE TONALEA DAY
 GP0645'SCHOOL.
 GP0645'
 GP0645'STATION MARK--A LARGE STANDPIPE WITH AN INVERTED COND-SHAPED TANK AT
 GP0645'THE TOP.  TANK IS APPROXIMATELY 100 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1396 ***********************************************************************
 DA1396  DESIGNATION -  TONEYS RANCH TANK
 DA1396  PID         -  DA1396
 DA1396  STATE/COUNTY-  AZ/PIMA
 DA1396  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA1396
 DA1396                         *CURRENT SURVEY CONTROL
 DA1396  ___________________________________________________________________
 DA1396* NAD 83(1992)-  32 30 02.77749(N)    113 16 22.51770(W)     ADJUSTED  
 DA1396* NAVD 88     -              **(meters)            **(feet)            
 DA1396  ___________________________________________________________________
 DA1396  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DA1396  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA1396  HORZ ORDER  -  THIRD
 DA1396
 DA1396.The horizontal coordinates were established by classical geodetic methods
 DA1396.and adjusted by the National Geodetic Survey in August 1993.
 DA1396
 DA1396
 DA1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1396
 DA1396.The geoid height was determined by GEOID03.
 DA1396
 DA1396;                    North         East     Units Scale Factor Converg.
 DA1396;SPC AZ C     -   167,203.207    85,912.321   MT  1.00010024   -0 43 43.8
 DA1396;SPC AZ C     -   548,566.95    281,864.57   iFT  1.00010024   -0 43 43.8
 DA1396;SPC AZ W     -   166,498.462   258,191.133   MT  0.99995811   +0 15 22.8
 DA1396;SPC AZ W     -   546,254.80    847,083.77   iFT  0.99995811   +0 15 22.8
 DA1396;UTM  12      - 3,598,221.165   286,461.605   MT  1.00016232   -1 13 18.2
 DA1396
 DA1396                          SUPERSEDED SURVEY CONTROL
 DA1396
 DA1396  NAD 83(1986)-  32 30 02.75350(N)    113 16 22.52055(W) AD(       ) 4
 DA1396  NAD 27      -  32 30 02.57000(N)    113 16 19.86000(W) AD(       ) 3
 DA1396
 DA1396.Superseded values are not recommended for survey control.
 DA1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1396.See file dsdata.txt to determine how the superseded data were derived.
 DA1396
 DA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8646298221(NAD 83)
 DA1396_MARKER: 51 = TANK
 DA1396
 DA1396  HISTORY     - Date     Condition        Report By
 DA1396  HISTORY     - 1920     FIRST OBSERVED   CGS
 DA1396
 DA1396                          STATION DESCRIPTION
 DA1396
 DA1396'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0754 ***********************************************************************
 DV0754  DESIGNATION -  TONOPAH
 DV0754  PID         -  DV0754
 DV0754  STATE/COUNTY-  AZ/MARICOPA
 DV0754  USGS QUAD   -  TONOPAH (1984)
 DV0754
 DV0754                         *CURRENT SURVEY CONTROL
 DV0754  ___________________________________________________________________
 DV0754* NAD 83(1992)-  33 29 37.73907(N)    112 56 40.33707(W)     ADJUSTED  
 DV0754* NAVD 88     -       344.798  (meters)    1131.22   (feet)  ADJUSTED  
 DV0754  ___________________________________________________________________
 DV0754  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DV0754  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0754  DYNAMIC HT  -         344.395 (meters)    1129.90  (feet)  COMP
 DV0754  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 DV0754
 DV0754  HORZ ORDER  -  SECOND
 DV0754  VERT ORDER  -  FIRST     CLASS II
 DV0754
 DV0754.The horizontal coordinates were established by classical geodetic methods
 DV0754.and adjusted by the National Geodetic Survey in August 1993.
 DV0754
 DV0754.The orthometric height was determined by differential leveling
 DV0754.and adjusted in June 1991.
 DV0754
 DV0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0754
 DV0754.The geoid height was determined by GEOID03.
 DV0754
 DV0754.The dynamic height is computed by dividing the NAVD 88
 DV0754.geopotential number by the normal gravity value computed on the
 DV0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0754.degrees latitude (g = 980.6199 gals.).
 DV0754
 DV0754.The modeled gravity was interpolated from observed gravity values.
 DV0754
 DV0754;                    North         East     Units Scale Factor Converg.
 DV0754;SPC AZ C     -   276,987.494   117,848.316   MT  1.00001243   -0 34 02.2
 DV0754;SPC AZ C     -   908,751.62    386,641.46   iFT  1.00001243   -0 34 02.2
 DV0754;UTM  12      - 3,707,725.692   319,354.345   MT  1.00000233   -1 04 24.2
 DV0754
 DV0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0754!SPC AZ C     -   0.99995073  x   1.00001243  =   0.99996316
 DV0754!UTM  12      -   0.99995073  x   1.00000233  =   0.99995306
 DV0754
 DV0754:                Primary Azimuth Mark                     Grid Az
 DV0754:SPC AZ C     -  LOS ANGELES PHOENIX AWY BCN 31           090 30 12.2
 DV0754:UTM  12      -  LOS ANGELES PHOENIX AWY BCN 31           091 00 34.2
 DV0754
 DV0754|---------------------------------------------------------------------|
 DV0754| PID    Reference Object                     Distance      Geod. Az  |
 DV0754|                                                           dddmmss.s |
 DV0754| DV2162 LOS ANGELES PHOENIX AWY BCN 31      APPROX. 8.7 KM 0895610.0 |
 DV0754| DV0752 TONOPAH RM 1                         13.321 METERS 09155     |
 DV0754| DV0753 TONOPAH RM 3                         24.717 METERS 15353     |
 DV0754| DV0755 TONOPAH RM 2                         20.506 METERS 17619     |
 DV0754| DV0756 TONOPAH AZ MK                                      2674756.5 |
 DV0754|---------------------------------------------------------------------|
 DV0754
 DV0754                          SUPERSEDED SURVEY CONTROL
 DV0754
 DV0754  NAD 83(1986)-  33 29 37.73072(N)    112 56 40.34145(W) AD(       ) 2
 DV0754  NAD 27      -  33 29 37.59000(N)    112 56 37.69300(W) AD(       ) 2
 DV0754  NGVD 29 (??/??/92)  344.143  (m)         1129.08   (f) ADJ UNCH    1 2
 DV0754
 DV0754.Superseded values are not recommended for survey control.
 DV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0754.See file dsdata.txt to determine how the superseded data were derived.
 DV0754
 DV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC1935407726(NAD 83)
 DV0754_MARKER: DS = TRIANGULATION STATION DISK
 DV0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0754_STAMPING: TONOPAH 1947
 DV0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0754+STABILITY: SURFACE MOTION
 DV0754
 DV0754  HISTORY     - Date     Condition        Report By
 DV0754  HISTORY     - 1948     MONUMENTED       CGS
 DV0754  HISTORY     - 1962     GOOD             CGS
 DV0754  HISTORY     - 1967     GOOD             CGS
 DV0754  HISTORY     - 1967     GOOD             NGS
 DV0754  HISTORY     - 1970     GOOD             NGS
 DV0754  HISTORY     - 1981     GOOD             NGS
 DV0754
 DV0754                          STATION DESCRIPTION
 DV0754
 DV0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV0754'STATION IS LOCATED APPROXIMATELY 0.4 MILE AIRLINE WEST OF TONOPAH,
 DV0754'11 PACES NORTH OF CENTER LINE OF ROAD, 4 FEET NORTH OF A WHITE
 DV0754'WITNESS POST, PROJECTS 4 INCHES, AND STAMPED, TONOPAH 1947.
 DV0754'
 DV0754'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 DV0754'AS STATION, 11 PACES NORTH OF CENTER LINE OF ROAD, PROJECTS
 DV0754'2 INCHES, AND STAMPED, TONOPAH NO 1 1947.
 DV0754'
 DV0754'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 DV0754'AS STATION, 7 PACES SOUTH OF CENTER LINE OF ROAD, PROJECTS
 DV0754'2 INCHES, AND STAMPED, TONOPAH NO 2 1947.
 DV0754'
 DV0754'AZIMUTH MARK IS 7 PACES SOUTH OF CENTER LINE OF ROAD, 3 FEET
 DV0754'EAST OF A WHITE WITNESS POST, PROJECTS 2 INCHES, AND STAMPED,
 DV0754'TONOPAH 1947.
 DV0754'
 DV0754'TO REACH FROM SMALL POST OFFICE IN TONOPAH, GO WEST ON
 DV0754'BLADED ROAD FOR 0.4 MILE TO STATION ON RIGHT AS DESCRIBED
 DV0754'ABOVE.  A DRIVE STATION.
 DV0754'
 DV0754'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON BLADED ROAD
 DV0754'FOR 0.35 MILE TO MARK ON LEFT AS DESCRIBED ABOVE.
 DV0754
 DV0754                          STATION RECOVERY (1962)
 DV0754
 DV0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0754'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1948
 DV0754'DESCRIPTION, STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1
 DV0754'WERE FOUND TO BE IN GOOD CONDITION, REFERENCE MARK 2 WAS DESTROYED
 DV0754'AND REFERENCE MARK 3 WAS ESTABLISHED.  THE DIRECTION TO REFERENCE
 DV0754'MARK 1 WAS CHECKED AND FOUND TO BE CORRECT AND A DIFFERENCE
 DV0754'WAS FOUND IN THE DISTANCE.
 DV0754'
 DV0754'A COMPLETE NEW DESCRIPTION AND TO REACH THE STATION FOLLOWS.
 DV0754'
 DV0754'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO WEST
 DV0754'ON GRAVEL ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DV0754'
 DV0754'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN
 DV0754'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 DV0754'2 INCHES AND IS STAMPED TONOPAH 1947.  THE MARK IS 184 FEET
 DV0754'NORTHWEST OF AN IRRIGATION WATER PUMP, 87.5 FEET WEST-NORTHWEST
 DV0754'OF POWER POLE 29, 40 FEET NORTH OF CENTER OF GRAVEL ROAD AND 3.6
 DV0754'FEET SOUTH OF A WITNESS POST.
 DV0754'
 DV0754'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 10
 DV0754'INCH SQUARE CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW THE
 DV0754'SURFACE OF GROUND AND IS STAMPED TONOPAH NO 1 1947.  THE MARK IS
 DV0754'156 FEET NORTHWEST OF AN IRRIGATION WATER PUMP, 43.6 FEET
 DV0754'EAST-SOUTHEAST OF WITNESS POST, 43.5 FEET WEST-NORTHWEST
 DV0754'OF POWER POLE 29 AND 39 FEET NORTH OF CENTER OF GRAVEL ROAD.
 DV0754'
 DV0754'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0754'10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DV0754'AND IS STAMPED TONOPAH NO 3 1947.  THE MARK IS 82 FEET SOUTHWEST
 DV0754'OF POWER POLE 29, 33.5 FEET SOUTH OF CENTER OF GRAVEL ROAD
 DV0754'AND 3 FEET NORTH OF FENCE.
 DV0754'
 DV0754'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 10 INCH
 DV0754'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 DV0754'STAMPED TONOPAH 1947.  THE MARK IS 30 FEET SOUTH OF CENTER
 DV0754'OF GRAVEL ROAD, 4.5 FEET SOUTH OF FENCE AND 3 FEET EAST OF
 DV0754'WITNESS POST.
 DV0754'
 DV0754'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 DV0754'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 DV0754'
 DV0754'HEIGHT OF LIGHT ABOVE STATION MARK 2.9 METERS.
 DV0754
 DV0754                          STATION RECOVERY (1967)
 DV0754
 DV0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 DV0754'THE STATION MARK, STAMPED TONOPAH 1947, IS ABOUT 0.2 MILE
 DV0754'WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0754'IN S 23, T 2 N, R 7 W, 41 FEET NORTH OF THE CENTER LINE OF
 DV0754'THE ROAD, 87-1/2 FEET WEST OF POWER POLE NUMBER 29, 3.3 FEET
 DV0754'SOUTH OF A METAL WITNESS POST, ABOUT 1-1/2 FEET ABOVE THE LEVEL
 DV0754'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DV0754'PROJECTS 1 INCH.
 DV0754'
 DV0754'R.M. 1, STAMPED TONOPAH NO 1 1947, IS 43.68 FEET EAST OF THE
 DV0754'STATION MARK, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DV0754'44 FEET WEST OF POWER POLE NUMBER 29, 2.0 FEET NORTH OF A METAL
 DV0754'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 DV0754'TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW THE SURFACE OF THE
 DV0754'GROUND.
 DV0754'
 DV0754'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 DV0754'
 DV0754'R.M. 3, STAMPED TONOPAH NO 3 1947, IS 81 FEET SOUTHEAST AND
 DV0754'ACROSS THE ROAD FROM THE STATION MARK, 33-1/2 FEET SOUTH OF
 DV0754'THE CENTER LINE OF THE ROAD, 111 FEET NORTHWEST OF AN ELECTRIC
 DV0754'PUMP OVER AN IRRIGATION WELL, 60 FEET WEST OF THE CENTER OF
 DV0754'A WIRE GATE, 2-1/2 FEET NORTH OF A FENCE, ABOUT 2 FEET ABOVE
 DV0754'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV0754'WHICH PROJECTS 2 INCHES.
 DV0754'
 DV0754'THE AZIMUTH MARK, STAMPED TONOPAH 1947, IS ABOUT 0.35 MILE WEST
 DV0754'ALONG INDIAN SCHOOL ROAD FROM THE STATION MARK, IN S 26, T
 DV0754'2 N, R 7 W, 142 YARDS NORTHWEST OF A FARMHOUSE, 33-1/2 FEET
 DV0754'SOUTH OF THE CENTER LINE OF THE ROAD, 155 FEET SOUTHEAST
 DV0754'AND ACROSS THE ROAD FROM POWER POLE NUMBER 32, 10 FEET NORTH
 DV0754'OF THE CENTER LINE OF AN IRRIGATION DITCH, 4-1/2 FEET SOUTH OF
 DV0754'THE SOUTH RIGHT-OF-WAY FENCE, 3.0 FEET EAST OF A WOODEN WITNESS
 DV0754'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 DV0754'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 DV0754
 DV0754                          STATION RECOVERY (1967)
 DV0754
 DV0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0754'0.2 MI W FROM TONOPAH.
 DV0754'0.2 MILE WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0754'TONOPAH, IN S 23, T 2 N, R 7 W, 41 FEET NORTH OF THE CENTER LINE OF
 DV0754'THE ROAD, 87 1/2 FEET WEST OF POWER POLE NUMBER 29, 81 FEET NORTHWEST
 DV0754'AND ACROSS THE ROAD FROM TONOPAH R.M.3, 43.68 FEET WEST OF TONOPAH
 DV0754'R.M. NO. 1, 3.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DV0754'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV0754'WHICH PROJECTS 1 INCH.
 DV0754
 DV0754                          STATION RECOVERY (1970)
 DV0754
 DV0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0754'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH
 DV0754'MARK WERE RECOVERED AS DISCRIBED IN 1962.
 DV0754'
 DV0754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 DV0754'WEST OF TONOPAH
 DV0754
 DV0754                          STATION RECOVERY (1981)
 DV0754
 DV0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0756 ***********************************************************************
 DV0756  DESIGNATION -  TONOPAH AZ MK
 DV0756  PID         -  DV0756
 DV0756  STATE/COUNTY-  AZ/MARICOPA
 DV0756  USGS QUAD   -  TONOPAH (1984)
 DV0756
 DV0756                         *CURRENT SURVEY CONTROL
 DV0756  ___________________________________________________________________
 DV0756* NAD 83(1986)-  33 29 37.     (N)    112 57 04.     (W)     SCALED    
 DV0756* NAVD 88     -       346.758  (meters)    1137.66   (feet)  ADJUSTED  
 DV0756  ___________________________________________________________________
 DV0756  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0756  DYNAMIC HT  -         346.353 (meters)    1136.33  (feet)  COMP
 DV0756  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 DV0756
 DV0756  VERT ORDER  -  FIRST     CLASS II
 DV0756
 DV0756.The horizontal coordinates were scaled from a topographic map and have
 DV0756.an estimated accuracy of +/- 6 seconds.
 DV0756
 DV0756.The orthometric height was determined by differential leveling
 DV0756.and adjusted in June 1991.
 DV0756
 DV0756.The geoid height was determined by GEOID03.
 DV0756
 DV0756.The dynamic height is computed by dividing the NAVD 88
 DV0756.geopotential number by the normal gravity value computed on the
 DV0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0756.degrees latitude (g = 980.6199 gals.).
 DV0756
 DV0756.The modeled gravity was interpolated from observed gravity values.
 DV0756
 DV0756;                    North         East    Units  Estimated Accuracy
 DV0756;SPC AZ C     -   276,970.      117,240.      MT  (+/- 180 meters Scaled)
 DV0756
 DV0756                          SUPERSEDED SURVEY CONTROL
 DV0756
 DV0756  NGVD 29 (??/??/92)  346.112  (m)         1135.54   (f) ADJ UNCH    1 2
 DV0756
 DV0756.Superseded values are not recommended for survey control.
 DV0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0756.See file dsdata.txt to determine how the superseded data were derived.
 DV0756
 DV0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC187077(NAD 83)
 DV0756_MARKER: DZ = AZIMUTH MARK DISK
 DV0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0756_STAMPING: TONOPAH 1947
 DV0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0756+STABILITY: SURFACE MOTION
 DV0756
 DV0756  HISTORY     - Date     Condition        Report By
 DV0756  HISTORY     - 1947     MONUMENTED       CGS
 DV0756  HISTORY     - 1967     GOOD             NGS
 DV0756  HISTORY     - 1970     GOOD             NGS
 DV0756  HISTORY     - 1981     GOOD             NGS
 DV0756
 DV0756                          STATION DESCRIPTION
 DV0756
 DV0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0756'0.55 MI W FROM TONOPAH.
 DV0756'0.55 MILE WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0756'TONOPAH, IN S 26, T 2 N, R 7 W, 142 YARDS NORTHWEST OF A FARMHOUSE, 33
 DV0756'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 155 FEET SOUTHEAST AND
 DV0756'ACROSS THE ROAD FROM POWER POLE NUMBER 32, 10 FEET NORTH OF THE CENTER
 DV0756'LINE OF AN IRRIGATION DITCH, 4 1/2 FEET SOUTH OF THE SOUTH
 DV0756'RIGHT-OF-WAY FENCE, 3.0 FEET EAST OF A WOODEN WITNESS POST, ABOUT 2
 DV0756'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0756'POST PROJECTING 2 INCHES.
 DV0756
 DV0756                          STATION RECOVERY (1970)
 DV0756
 DV0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0756'RECOVERED IN GOOD CONDITION.
 DV0756
 DV0756                          STATION RECOVERY (1981)
 DV0756
 DV0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0752 ***********************************************************************
 DV0752  DESIGNATION -  TONOPAH RM 1
 DV0752  PID         -  DV0752
 DV0752  STATE/COUNTY-  AZ/MARICOPA
 DV0752  USGS QUAD   -  TONOPAH (1984)
 DV0752
 DV0752                         *CURRENT SURVEY CONTROL
 DV0752  ___________________________________________________________________
 DV0752* NAD 83(1986)-  33 29 37.     (N)    112 56 40.     (W)     SCALED    
 DV0752* NAVD 88     -       344.541  (meters)    1130.38   (feet)  ADJUSTED  
 DV0752  ___________________________________________________________________
 DV0752  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0752  DYNAMIC HT  -         344.139 (meters)    1129.06  (feet)  COMP
 DV0752  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 DV0752
 DV0752  VERT ORDER  -  FIRST     CLASS II
 DV0752
 DV0752.The horizontal coordinates were scaled from a topographic map and have
 DV0752.an estimated accuracy of +/- 6 seconds.
 DV0752
 DV0752.The orthometric height was determined by differential leveling
 DV0752.and adjusted in June 1991.
 DV0752
 DV0752.The geoid height was determined by GEOID03.
 DV0752
 DV0752.The dynamic height is computed by dividing the NAVD 88
 DV0752.geopotential number by the normal gravity value computed on the
 DV0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0752.degrees latitude (g = 980.6199 gals.).
 DV0752
 DV0752.The modeled gravity was interpolated from observed gravity values.
 DV0752
 DV0752;                    North         East    Units  Estimated Accuracy
 DV0752;SPC AZ C     -   276,970.      117,860.      MT  (+/- 180 meters Scaled)
 DV0752
 DV0752                          SUPERSEDED SURVEY CONTROL
 DV0752
 DV0752  NGVD 29 (??/??/92)  343.890  (m)         1128.25   (f) ADJ UNCH    1 2
 DV0752
 DV0752.Superseded values are not recommended for survey control.
 DV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0752.See file dsdata.txt to determine how the superseded data were derived.
 DV0752
 DV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC193077(NAD 83)
 DV0752_MARKER: DR = REFERENCE MARK DISK
 DV0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0752_STAMPING: TONOPAH NO 1 1947
 DV0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0752+STABILITY: SURFACE MOTION
 DV0752
 DV0752  HISTORY     - Date     Condition        Report By
 DV0752  HISTORY     - 1947     MONUMENTED       CGS
 DV0752  HISTORY     - 1967     GOOD             NGS
 DV0752  HISTORY     - 1970     GOOD             NGS
 DV0752  HISTORY     - 1981     GOOD             NGS
 DV0752
 DV0752                          STATION DESCRIPTION
 DV0752
 DV0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0752'0.2 MI W FROM TONOPAH.
 DV0752'0.2 MILE WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0752'TONOPAH, IN S 23, T 2 N, R 7 W, 40 FEET NORTH OF THE CENTER LINE OF
 DV0752'THE ROAD, 44 FEET WEST OF POWER POLE NUMBER 29, 43.68 FEET EAST OF
 DV0752'TONOPAH 1947, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DV0752'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW
 DV0752'THE SURFACE OF THE GROUND.
 DV0752
 DV0752                          STATION RECOVERY (1970)
 DV0752
 DV0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0752'RECOVERED IN GOOD CONDITION.
 DV0752
 DV0752                          STATION RECOVERY (1981)
 DV0752
 DV0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0753 ***********************************************************************
 DV0753  DESIGNATION -  TONOPAH RM 3
 DV0753  PID         -  DV0753
 DV0753  STATE/COUNTY-  AZ/MARICOPA
 DV0753  USGS QUAD   -  TONOPAH (1984)
 DV0753
 DV0753                         *CURRENT SURVEY CONTROL
 DV0753  ___________________________________________________________________
 DV0753* NAD 83(1986)-  33 29 37.     (N)    112 56 40.     (W)     SCALED    
 DV0753* NAVD 88     -       344.63   (+/-2cm)    1130.7    (feet)  VERTCON   
 DV0753  ___________________________________________________________________
 DV0753  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV0753  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0753
 DV0753.The horizontal coordinates were scaled from a topographic map and have
 DV0753.an estimated accuracy of +/- 6 seconds.
 DV0753
 DV0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0753.The vertical order pertains to the NGVD 29 superseded value.
 DV0753
 DV0753.The geoid height was determined by GEOID03.
 DV0753
 DV0753;                    North         East    Units  Estimated Accuracy
 DV0753;SPC AZ C     -   276,970.      117,860.      MT  (+/- 180 meters Scaled)
 DV0753
 DV0753                          SUPERSEDED SURVEY CONTROL
 DV0753
 DV0753  NGVD 29 (??/??/92)  343.987  (m)         1128.56   (f) ADJ UNCH    1 2
 DV0753
 DV0753.Superseded values are not recommended for survey control.
 DV0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0753.See file dsdata.txt to determine how the superseded data were derived.
 DV0753
 DV0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC193077(NAD 83)
 DV0753_MARKER: DR = REFERENCE MARK DISK
 DV0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0753_STAMPING: TONOPAH NO 3 1947
 DV0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0753+STABILITY: SURFACE MOTION
 DV0753
 DV0753  HISTORY     - Date     Condition        Report By
 DV0753  HISTORY     - 1962     MONUMENTED       CGS
 DV0753  HISTORY     - 1967     GOOD             NGS
 DV0753  HISTORY     - 1981     POOR             NGS
 DV0753
 DV0753                          STATION DESCRIPTION
 DV0753
 DV0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0753'0.2 MI W FROM TONOPAH.
 DV0753'0.2 MILE WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0753'TONOPAH, IN S 26, T 2 N, R 7 W, 33 1/2 FEET SOUTH OF THE CENTER LINE
 DV0753'OF THE ROAD, 81 FEET SOUTHEAST AND ACROSS THE ROAD FROM TONOPAH 1947,
 DV0753'111 FEET NORTHWEST OF AN ELECTRIC PUMP OVER AN IRRIGATION WELL, 60
 DV0753'FEET WEST OF THE CENTER OF A WIRE GATE, 2 1/2 FEET NORTH OF A FENCE,
 DV0753'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DV0753'CONCRETE POST WHICH PROJECTS 2 INCHES.
 DV0753
 DV0753                          STATION RECOVERY (1981)
 DV0753
 DV0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0753'THE POST IS LEANING WILL NOT BE LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0980 ***********************************************************************
 ES0980  DESIGNATION -  TONTO
 ES0980  PID         -  ES0980
 ES0980  STATE/COUNTY-  AZ/GILA
 ES0980  USGS QUAD   -  MAZATZAL PEAK (1972)
 ES0980
 ES0980                         *CURRENT SURVEY CONTROL
 ES0980  ___________________________________________________________________
 ES0980* NAD 83(1992)-  34 00 06.74204(N)    111 29 13.54616(W)     ADJUSTED  
 ES0980* NAVD 88     -      2144.     (meters)    7034.     (feet)  SCALED    
 ES0980  ___________________________________________________________________
 ES0980  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 ES0980  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 ES0980  HORZ ORDER  -  FIRST
 ES0980
 ES0980.The horizontal coordinates were established by classical geodetic methods
 ES0980.and adjusted by the National Geodetic Survey in August 1993.
 ES0980
 ES0980.The orthometric height was scaled from a topographic map.
 ES0980
 ES0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0980
 ES0980.The geoid height was determined by GEOID03.
 ES0980
 ES0980;                    North         East     Units Scale Factor Converg.
 ES0980;SPC AZ E     -   333,647.647    91,383.202   MT  1.00008335   -0 44 18.6
 ES0980;SPC AZ E     - 1,094,644.51    299,813.65   iFT  1.00008335   -0 44 18.6
 ES0980;SPC AZ C     -   332,944.750   253,041.081   MT  0.99991940   +0 14 24.8
 ES0980;SPC AZ C     - 1,092,338.42    830,187.27   iFT  0.99991940   +0 14 24.8
 ES0980;UTM  12      - 3,762,470.555   455,018.508   MT  0.99962494   -0 16 20.6
 ES0980
 ES0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0980!SPC AZ E     -   0.99966779  x   1.00008335  =   0.99975111
 ES0980!SPC AZ C     -   0.99966779  x   0.99991940  =   0.99958722
 ES0980!UTM  12      -   0.99966779  x   0.99962494  =   0.99929286
 ES0980
 ES0980:                Primary Azimuth Mark                     Grid Az
 ES0980:SPC AZ E     -  RIDGE                                    269 40 48.4
 ES0980:SPC AZ C     -  RIDGE                                    268 42 05.0
 ES0980:UTM  12      -  RIDGE                                    269 12 50.4
 ES0980
 ES0980|---------------------------------------------------------------------|
 ES0980| PID    Reference Object                     Distance      Geod. Az  |
 ES0980|                                                           dddmmss.s |
 ES0980| ES0992 RIDGE                               APPROX. 9.5 KM 2685629.8 |
 ES0980|---------------------------------------------------------------------|
 ES0980
 ES0980                          SUPERSEDED SURVEY CONTROL
 ES0980
 ES0980  NAD 83(1986)-  34 00 06.73297(N)    111 29 13.55220(W) AD(       ) 1
 ES0980  NAD 27      -  34 00 06.59100(N)    111 29 11.06100(W) AD(       ) 1
 ES0980
 ES0980.Superseded values are not recommended for survey control.
 ES0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0980.See file dsdata.txt to determine how the superseded data were derived.
 ES0980
 ES0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5501962471(NAD 83)
 ES0980_MARKER: DS = TRIANGULATION STATION DISK
 ES0980_SETTING: 66 = SET IN ROCK OUTCROP
 ES0980_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ES0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0980+STABILITY: POSITION/ELEVATION WELL
 ES0980
 ES0980  HISTORY     - Date     Condition        Report By
 ES0980  HISTORY     - 1924     MONUMENTED       CGS
 ES0980
 ES0980                          STATION DESCRIPTION
 ES0980
 ES0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 ES0980'ABOUT 6 MILES SOUTHEAST OF THE CLUB RANCH, 12 MILES BY TRAIL
 ES0980'WEST OF THE BAR-T-BAR RANCH IN TONTO BASIN, ON A HIGH
 ES0980'ROUND-TOPPED PEAK OF THE MAZATZAL MOUNTAINS KNOWN TO
 ES0980'RANCHERS IN THE TONTO BASIN AS MOUNT PEIEE.  THIS PEAK LIES
 ES0980'BETWEEN THE HEADWATERS OF SHEEP AND DEER CREEKS.  STATION IS
 ES0980'NEAR SOUTH END OF WESTERLY AND LOWER OF TWO LARGE SOILD ROCK
 ES0980'OUTCROPS.  MARKED BY A STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0942 ***********************************************************************
 ES0942  DESIGNATION -  TONTO
 ES0942  PID         -  ES0942
 ES0942  STATE/COUNTY-  AZ/GILA
 ES0942  USGS QUAD   -  PROMONTORY BUTTE (1973)
 ES0942
 ES0942                         *CURRENT SURVEY CONTROL
 ES0942  ___________________________________________________________________
 ES0942* NAD 83(1992)-  34 19 23.37990(N)    111 06 59.82795(W)     ADJUSTED  
 ES0942* NAVD 88     -      1788.1    (meters)    5866.     (feet)  VERTCON   
 ES0942  ___________________________________________________________________
 ES0942  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 ES0942  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 ES0942  HORZ ORDER  -  SECOND
 ES0942
 ES0942.The horizontal coordinates were established by classical geodetic methods
 ES0942.and adjusted by the National Geodetic Survey in August 1993.
 ES0942
 ES0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0942
 ES0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0942
 ES0942.The geoid height was determined by GEOID03.
 ES0942
 ES0942;                    North         East     Units Scale Factor Converg.
 ES0942;SPC AZ E     -   368,905.662   125,939.874   MT  0.99999417   -0 32 08.4
 ES0942;SPC AZ E     - 1,210,320.41    413,188.56   iFT  0.99999417   -0 32 08.4
 ES0942;SPC AZ C     -   368,786.859   286,984.690   MT  0.99996679   +0 27 04.1
 ES0942;SPC AZ C     - 1,209,930.64    941,550.82   iFT  0.99996679   +0 27 04.1
 ES0942;UTM  12      - 3,797,994.538   489,271.451   MT  0.99960142   -0 03 56.7
 ES0942
 ES0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0942!SPC AZ E     -   0.99972325  x   0.99999417  =   0.99971742
 ES0942!SPC AZ C     -   0.99972325  x   0.99996679  =   0.99969005
 ES0942!UTM  12      -   0.99972325  x   0.99960142  =   0.99932478
 ES0942
 ES0942:                Primary Azimuth Mark                     Grid Az
 ES0942:SPC AZ E     -  HUNTER                                   104 16 57.7
 ES0942:SPC AZ C     -  HUNTER                                   103 17 45.2
 ES0942:UTM  12      -  HUNTER                                   103 48 46.0
 ES0942
 ES0942|---------------------------------------------------------------------|
 ES0942| PID    Reference Object                     Distance      Geod. Az  |
 ES0942|                                                           dddmmss.s |
 ES0942| ES0909 HUNTER                              APPROX. 8.0 KM 1034449.3 |
 ES0942| DZ1429 TONTO RM 1                            8.570 METERS 24953     |
 ES0942| DZ1430 TONTO RM 2                           10.268 METERS 35516     |
 ES0942|---------------------------------------------------------------------|
 ES0942
 ES0942                          SUPERSEDED SURVEY CONTROL
 ES0942
 ES0942  NAD 83(1986)-  34 19 23.37500(N)    111 06 59.83502(W) AD(       ) 2
 ES0942  NGVD 29 (08/03/87) 1787.2    (m)         5864.     (f) VERT ANG    3  
 ES0942
 ES0942.Superseded values are not recommended for survey control.
 ES0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0942.See file dsdata.txt to determine how the superseded data were derived.
 ES0942
 ES0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC8927197995(NAD 83)
 ES0942_MARKER: DS = TRIANGULATION STATION DISK
 ES0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0942+STABILITY: SURFACE MOTION
 ES0942
 ES0942  HISTORY     - Date     Condition        Report By
 ES0942  HISTORY     - 1984     MONUMENTED       AZDT
 ES0942  HISTORY     - 20050903 GOOD             USPSQD
 ES0942
 ES0942                          STATION DESCRIPTION
 ES0942
 ES0942'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0942'THE STATION IS LOCATED ON A ROCKY RIDGE 14 MILES NORTHEAST OF PAYSON,
 ES0942'1-1/2 MILES SOUTHWEST OF KOHLS RANCH, 1 MILE NORTHEAST OF TONTO
 ES0942'VILLAGE AND ABOUT 1000 FEET NORTHWEST OF STATE ROUTE 260.
 ES0942'
 ES0942'THE STATION MARK IS AN AZDT DISK STAMPED---TONTO 1984---.  IT IS SET
 ES0942'IN TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET SOUTHEAST OF THE WITNESS
 ES0942'POST.
 ES0942'
 ES0942'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TONTO RM 1 1984---.  IT IS
 ES0942'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0942'
 ES0942'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TONTO RM 2 1984---.  IT IS
 ES0942'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0942'
 ES0942'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0942'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN LEFT ALONG SR 87 AND
 ES0942'TRAVEL NORTH FOR 0.7 MILE TO THE JUNCTION WITH STATE ROUTE 260.  TURN
 ES0942'RIGHT ALONG SR 260 AND TRAVEL EAST 14.95 MILES TO CONTROL ROAD WHICH
 ES0942'LEADS TO TONTO VILLAGE.  TURN LEFT FOR 0.05 MILE TO A TRAIL ROAD ON
 ES0942'THE RIGHT.  TURN RIGHT AND TRAVEL NORTH 0.05 MILE TO A WIRE GATE, PASS
 ES0942'THROUGH GATE AND CONTINUE NORTH FOR 0.1 MILE TO A FORK.  TAKE THE
 ES0942'RIGHT FORK FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.3 MILE TO
 ES0942'THE STATION ON THE RIGHT.
 ES0942
 ES0942                          STATION RECOVERY (2005)
 ES0942
 ES0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0942'RECOVERED AS DESCRIBED.  FOUND IN GOOD SHAPE.  SEVERAL TREES DROPPED
 ES0942'ACROSS ROAD.  LAST 200 YARDS ARE STEEP CLIMB.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0996 ***********************************************************************
 ET0996  DESIGNATION -  TONTO MOUNTAIN
 ET0996  PID         -  ET0996
 ET0996  STATE/COUNTY-  AZ/YAVAPAI
 ET0996  USGS QUAD   -  MOUNT JOSH (1979)
 ET0996
 ET0996                         *CURRENT SURVEY CONTROL
 ET0996  ___________________________________________________________________
 ET0996* NAD 83(1992)-  34 37 56.48287(N)    112 40 03.48359(W)     ADJUSTED  
 ET0996* NAVD 88     -      2015.     (meters)    6611.     (feet)  SCALED    
 ET0996  ___________________________________________________________________
 ET0996  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 ET0996  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 ET0996  HORZ ORDER  -  THIRD
 ET0996
 ET0996.The horizontal coordinates were established by classical geodetic methods
 ET0996.and adjusted by the National Geodetic Survey in August 1993.
 ET0996
 ET0996.The orthometric height was scaled from a topographic map.
 ET0996
 ET0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0996
 ET0996.The geoid height was determined by GEOID03.
 ET0996
 ET0996;                    North         East     Units Scale Factor Converg.
 ET0996;SPC AZ C     -   403,049.377   144,506.510   MT  0.99995841   -0 25 36.5
 ET0996;SPC AZ C     - 1,322,340.48    474,102.72   iFT  0.99995841   -0 25 36.5
 ET0996;UTM  12      - 3,833,538.456   347,140.413   MT  0.99988800   -0 56 52.5
 ET0996
 ET0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0996!SPC AZ C     -   0.99968802  x   0.99995841  =   0.99964644
 ET0996!UTM  12      -   0.99968802  x   0.99988800  =   0.99957605
 ET0996
 ET0996                          SUPERSEDED SURVEY CONTROL
 ET0996
 ET0996  NAD 83(1986)-  34 37 56.48136(N)    112 40 03.48458(W) AD(       ) 3
 ET0996  NAD 27      -  34 37 56.39167(N)    112 40 00.86359(W) AD(       ) 3
 ET0996
 ET0996.Superseded values are not recommended for survey control.
 ET0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0996.See file dsdata.txt to determine how the superseded data were derived.
 ET0996
 ET0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4714033538(NAD 83)
 ET0996_MARKER: DD = SURVEY DISK
 ET0996_SETTING: 66 = SET IN ROCK OUTCROP
 ET0996_SP_SET: SET IN BEDROCK
 ET0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0996+STABILITY: POSITION/ELEVATION WELL
 ET0996
 ET0996  HISTORY     - Date     Condition        Report By
 ET0996  HISTORY     - 1935     MONUMENTED       USFS
 ET0996
 ET0996                          STATION DESCRIPTION
 ET0996
 ET0996'DESCRIBED BY US FOREST SERVICE 1935
 ET0996'STATION IS ON A PROMINENT, LONE, SHARP PEAK JUST N OF TONTO
 ET0996'SPRINGS, 12 MILES (AIR LINE) NW OF PRESCOTT, AND 2 MILES N OF
 ET0996'TONTO SPRINGS RANGER STATION.
 ET0996'
 ET0996'STATION MARK IS A STANDARD U.S.F.S. TABLET IN GRANITE BEDROCK,
 ET0996'STAMPED TONTO MTN. 1935.
 ET0996'
 ET0996'TO REACH STATION FROM PRESCOTT, TAKE SKULL VALLEY ROAD 17
 ET0996'MILES WESTERLY TO INTERSECTION OF WILLIAMSON VALLEY-SKULL VALLEY
 ET0996'ROAD, THENCE TAKE THE LATTER ROAD NORTHWARDLY 3.6 MILES TO
 ET0996'INTERSECTION WITH TONTO SPRINGS RANGER STATION ROAD, THENCE
 ET0996'THE LATTER ROAD WESTWARDLY TO A POINT 0.7 MILE N OF TONTO
 ET0996'SPRINGS RANGER STATION.  AT THIS POINT TAKE W FORK OF ROAD
 ET0996'AND GO 2 MILES TO A FENCE CROSSING.  FROM HERE IT IS ABOUT
 ET0996'ONE HOURS CLIMB TO TOP OF MOUNTAIN AND STATION.
 ET0996'
 ET0996'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE SUPPORTED BY 6-FOOT
 ET0996'ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1310 ***********************************************************************
 DA1310  DESIGNATION -  TONY
 DA1310  PID         -  DA1310
 DA1310  STATE/COUNTY-  AZ/PIMA
 DA1310  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA1310
 DA1310                         *CURRENT SURVEY CONTROL
 DA1310  ___________________________________________________________________
 DA1310* NAD 83(1992)-  32 23 43.75547(N)    113 15 00.21439(W)     ADJUSTED  
 DA1310* NAVD 88     -       407.1    (meters)    1336.     (feet)  VERTCON   
 DA1310  ___________________________________________________________________
 DA1310  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DA1310  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DA1310  HORZ ORDER  -  THIRD
 DA1310
 DA1310.The horizontal coordinates were established by classical geodetic methods
 DA1310.and adjusted by the National Geodetic Survey in August 1993.
 DA1310
 DA1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1310
 DA1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1310
 DA1310.The geoid height was determined by GEOID03.
 DA1310
 DA1310;                    North         East     Units Scale Factor Converg.
 DA1310;SPC AZ C     -   155,500.498    87,915.027   MT  1.00009400   -0 42 52.1
 DA1310;SPC AZ C     -   510,172.24    288,435.13   iFT  1.00009400   -0 42 52.1
 DA1310;UTM  12      - 3,586,500.978   288,363.824   MT  1.00015236   -1 12 21.4
 DA1310
 DA1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1310!SPC AZ C     -   0.99994117  x   1.00009400  =   1.00003517
 DA1310!UTM  12      -   0.99994117  x   1.00015236  =   1.00009352
 DA1310
 DA1310:                Primary Azimuth Mark                     Grid Az
 DA1310:SPC AZ C     -  GROWLER                                  083 56 45.3
 DA1310:UTM  12      -  GROWLER                                  084 26 14.6
 DA1310
 DA1310|---------------------------------------------------------------------|
 DA1310| PID    Reference Object                     Distance      Geod. Az  |
 DA1310|                                                           dddmmss.s |
 DA1310| DA1411 GROWLER                             APPROX.14.1 KM 0831353.2 |
 DA1310|---------------------------------------------------------------------|
 DA1310
 DA1310                          SUPERSEDED SURVEY CONTROL
 DA1310
 DA1310  NAD 83(1986)-  32 23 43.73601(N)    113 15 00.21775(W) AD(       ) 3
 DA1310  NGVD 29 (06/20/88)  406.4    (m)         1333.     (f) VERT ANG    3  
 DA1310
 DA1310.Superseded values are not recommended for survey control.
 DA1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1310.See file dsdata.txt to determine how the superseded data were derived.
 DA1310
 DA1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA8836486501(NAD 83)
 DA1310_MARKER: DS = TRIANGULATION STATION DISK
 DA1310_SETTING: 66 = SET IN ROCK OUTCROP
 DA1310_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DA1310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1310+STABILITY: POSITION/ELEVATION WELL
 DA1310
 DA1310  HISTORY     - Date     Condition        Report By
 DA1310  HISTORY     - 1962     MONUMENTED       AMS
 DA1310
 DA1310                          STATION DESCRIPTION
 DA1310
 DA1310'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA1310'FIELD WORK DONE BY AMS.  THEIR DESCRIPTION FOLLOWS.
 DA1310'
 DA1310'LOCATED 23.4 MI NW. OF BATES WELL, 22.3 MI W. OF AJO.  IN GROWLER
 DA1310'VALLEY ON PROMINENT DARK-COLORED BUTTE.
 DA1310'
 DA1310'REACHED BY HELICOPTER.
 DA1310'
 DA1310'STATION MARK--USE DISK STAMPED---TONY ARMY MAP SERVICE 1962---,
 DA1310'CEMENTED IN DRILL HOLE IN ROCK OUTCROP ABOUT 8 FT N. OF AND 2 FT
 DA1310'LOWER THAN HIGHEST POINT OF HILL.
 DA1310'
 DA1310'RM 1--USE RM DISK STAMPED---TONY RM NO 1 ARMY MAP SERVICE 1962---,
 DA1310'CEMENTED IN DRILL HOLE IN ROCK OUTCROP, ABOUT 2 FT LOWER THAN
 DA1310'STATION MARK.
 DA1310'
 DA1310'RM 2--USE RM DISK STAMPED---TONY RM NO 2 ARMY MAP SERVICE 1962---,
 DA1310'CEMENTED IN DRILL HOLE IN FLAT ROCK, ABOUT 6 FT LOWER THAN
 DA1310'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0958 ***********************************************************************
 DW0958  DESIGNATION -  TOOFER
 DW0958  PID         -  DW0958
 DW0958  STATE/COUNTY-  AZ/LA PAZ
 DW0958  USGS QUAD   -  PICACHO NW (1965)
 DW0958
 DW0958                         *CURRENT SURVEY CONTROL
 DW0958  ___________________________________________________________________
 DW0958* NAD 83(1992)-  33 12 05.85128(N)    114 40 14.86677(W)     ADJUSTED  
 DW0958* NAVD 88     -        77.60   (+/-2cm)     254.6    (feet)  VERTCON   
 DW0958  ___________________________________________________________________
 DW0958  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 DW0958  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DW0958  HORZ ORDER  -  FIRST
 DW0958  VERT ORDER  -  THIRD ? (See Below)
 DW0958
 DW0958.The horizontal coordinates were established by classical geodetic methods
 DW0958.and adjusted by the National Geodetic Survey in August 1993.
 DW0958
 DW0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0958.The vertical order pertains to the NGVD 29 superseded value.
 DW0958
 DW0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0958
 DW0958.The geoid height was determined by GEOID03.
 DW0958
 DW0958;                    North         East     Units Scale Factor Converg.
 DW0958;SPC AZ W     -   244,496.730   127,509.113   MT  1.00002417   -0 30 15.3
 DW0958;SPC AZ W     -   802,154.63    418,336.98   iFT  1.00002417   -0 30 15.3
 DW0958;SPC CA 6     -   615,894.365 2,147,233.080   MT  0.99995679   +0 52 04.1
 DW0958;SPC CA 6     - 2,020,646.76  7,044,713.86   sFT  0.99995679   +0 52 04.1
 DW0958;UTM  11      - 3,676,056.851   717,112.385   MT  1.00018122   +1 16 33.4
 DW0958
 DW0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0958!SPC AZ W     -   0.99999304  x   1.00002417  =   1.00001721
 DW0958!SPC CA 6     -   0.99999304  x   0.99995679  =   0.99994983
 DW0958!UTM  11      -   0.99999304  x   1.00018122  =   1.00017426
 DW0958
 DW0958|---------------------------------------------------------------------|
 DW0958| PID    Reference Object                     Distance      Geod. Az  |
 DW0958|                                                           dddmmss.s |
 DW0958| CF1624 TOOFER RM 1                                        02514     |
 DW0958| CF1625 TOOFER RM 2                                        13156     |
 DW0958| DW0954 LAVA                                APPROX.10.8 KM 2175155.1 |
 DW0958|---------------------------------------------------------------------|
 DW0958
 DW0958                          SUPERSEDED SURVEY CONTROL
 DW0958
 DW0958  NAD 83(1986)-  33 12 05.85759(N)    114 40 14.87375(W) AD(       ) 1
 DW0958  NAD 27      -  33 12 05.73000(N)    114 40 12.02900(W) AD(       ) 1
 DW0958  NGVD 29 (07/19/86)   76.90   (m)          252.3    (f) LEVELING    3  
 DW0958
 DW0958.Superseded values are not recommended for survey control.
 DW0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0958.See file dsdata.txt to determine how the superseded data were derived.
 DW0958
 DW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1711276057(NAD 83)
 DW0958_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0958_SETTING: 80 = SET IN A BOULDER
 DW0958_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DW0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0958+STABILITY: SURFACE MOTION
 DW0958
 DW0958  HISTORY     - Date     Condition        Report By
 DW0958  HISTORY     - 1935     MONUMENTED       CGS
 DW0958  HISTORY     - 1954     GOOD             USGS
 DW0958  HISTORY     - 1964     GOOD             CGS
 DW0958  HISTORY     - 1967     GOOD             CGS
 DW0958  HISTORY     - 1975     GOOD             AZHD
 DW0958
 DW0958                          STATION DESCRIPTION
 DW0958
 DW0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0958'STATION IS ON A LOW RIDGE IN THE COLORADO RIVER VALLEY,
 DW0958'ABOUT 1/4 MILE E OF THE RIVER AT A POINT 9.5 MILES S OF
 DW0958'CIBOLA BY ROAD AND 18.3 MILES BY ROAD N OF THE RED CLOUD MINE,
 DW0958'ABOUT 1 MILE N OF THE SITE OF THE OLD CLIP ORE MILL (ABANDONED)
 DW0958'AND 1/2 MILE N OF A 1 1/2-STORY WHITE PAINTED HOUSE.  STATION
 DW0958'IS 75 FEET E OF THE ROAD WHERE IT CROSSES THE RIDGE.
 DW0958'
 DW0958'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DW0958'IN DRILL HOLES IN BOULDERS.
 DW0958'
 DW0958'REACHED FROM CIBOLA BY FOLLOWING THE MAIN-TRAVELED ROAD S
 DW0958'9.5 MILES TO WHERE THE ROAD ASCENDS A SHORT STEEP GRADE
 DW0958'OUT OF A BRUSHY FLAT, CROSSES A RIDGE, AND DROPS INTO A LARGE
 DW0958'WASH.  THE STATION IS ON THIS RIDGE 75 FEET E OF ROAD.
 DW0958'
 DW0958'A 4-FOOT ROCK CAIRN WAS BUILT AT THE STATION TO AID IN ITS
 DW0958'RECOVERY.
 DW0958
 DW0958                          STATION RECOVERY (1954)
 DW0958
 DW0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0958'RECOVERED IN GOOD CONDITION.
 DW0958
 DW0958                          STATION RECOVERY (1964)
 DW0958
 DW0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WMR)
 DW0958'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 DW0958'ADEQUATE FOR RECOVERY.
 DW0958
 DW0958                          STATION RECOVERY (1967)
 DW0958
 DW0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DW0958'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DW0958'FOUND IN GOOD CONDITION.  NEW INFORMATION TO LOCATE THE
 DW0958'STATION FOLLOWS.
 DW0958'
 DW0958'THE STATION IS NOW LOCATED 5 FEET NORTH OF AN EAST-WEST FENCE
 DW0958'LINE AND ABOUT 400 FEET EAST OF A WIRE GATE AND ROAD WHICH
 DW0958'LEADS INTO THE IMPERIAL WILDLIFE GAME REFUGE.
 DW0958'
 DW0958'TO REACH THE STATION FROM CIBOLA LAKE, WHICH IS AIRLINE, ABOUT
 DW0958'10 MILES SOUTH OF CIBOLA AND ABOUT 25 MILES WEST OF U.S.
 DW0958'HIGHWAY 95, GO SOUTH ON THE MAIN TRAVELED ROAD FOR 2.0 MILES
 DW0958'TO THE CABLE CROSSING OVER THE COLORADO RIVER.  CONTINUE SOUTH
 DW0958'ON THE TRACK ROAD THROUGH BRUSH AND SAND ALONG THE EAST EDGE
 DW0958'OF THE COLORADO RIVER FOR 1.6 MILES TO A WIRE GATE, WHICH ENTERS
 DW0958'THE IMPERIAL WILDLIFE GAME REFUGE AND THE STATION WHICH IS
 DW0958'ABOUT 400 FEET EAST OF THIS POINT, ON A LOW RIDGE.
 DW0958'
 DW0958'ALL OF THIS AREA IS SUBJECT TO CHANGE DUE TO HIGH WATER AND
 DW0958'HEAVY GROWTH OF BRUSH.  A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY
 DW0958'TO TRAVEL FROM THE CABLE CROSSING TO THE STATION DUE TO SAND
 DW0958'AND BRUSH.  FIND YOUR WAY TO THE STATION THE BEST WAY POSSIBLE
 DW0958'FROM THE WIRE GATE MENTIONED.
 DW0958
 DW0958                          STATION RECOVERY (1975)
 DW0958
 DW0958'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1975 (EGZ)
 DW0958'TOOFER-1935-U.S.C. AND G.S. GOOD SHAPE, VISIBLE, AND EASILY RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0993 ***********************************************************************
 ET0993  DESIGNATION -  TOOHEY
 ET0993  PID         -  ET0993
 ET0993  STATE/COUNTY-  AZ/YAVAPAI
 ET0993  USGS QUAD   -  MOUNT JOSH (1979)
 ET0993
 ET0993                         *CURRENT SURVEY CONTROL
 ET0993  ___________________________________________________________________
 ET0993* NAD 83(1992)-  34 41 16.13036(N)    112 42 58.62746(W)     ADJUSTED  
 ET0993* NAVD 88     -      1704.1    (meters)    5591.     (feet)  VERTCON   
 ET0993  ___________________________________________________________________
 ET0993  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 ET0993  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 ET0993  HORZ ORDER  -  FIRST
 ET0993
 ET0993.The horizontal coordinates were established by classical geodetic methods
 ET0993.and adjusted by the National Geodetic Survey in August 1993.
 ET0993
 ET0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0993
 ET0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0993
 ET0993.The geoid height was determined by GEOID03.
 ET0993
 ET0993;                    North         East     Units Scale Factor Converg.
 ET0993;SPC AZ C     -   409,235.439   140,094.598   MT  0.99996614   -0 27 18.3
 ET0993;SPC AZ C     - 1,342,635.95    459,627.95   iFT  0.99996614   -0 27 18.3
 ET0993;UTM  12      - 3,839,764.005   342,785.274   MT  0.99990465   -0 58 37.0
 ET0993
 ET0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0993!SPC AZ C     -   0.99973677  x   0.99996614  =   0.99970292
 ET0993!UTM  12      -   0.99973677  x   0.99990465  =   0.99964144
 ET0993
 ET0993:                Primary Azimuth Mark                     Grid Az
 ET0993:SPC AZ C     -  TOOHEY AZ MK                             067 11 20.0
 ET0993:UTM  12      -  TOOHEY AZ MK                             067 42 38.7
 ET0993
 ET0993|---------------------------------------------------------------------|
 ET0993| PID    Reference Object                     Distance      Geod. Az  |
 ET0993|                                                           dddmmss.s |
 ET0993| CH3511 TOOHEY AZ MK                                       0664401.7 |
 ET0993| CH3513 TOOHEY RM 2                           7.936 METERS 09342     |
 ET0993| CH3512 TOOHEY RM 1                          10.679 METERS 35516     |
 ET0993|---------------------------------------------------------------------|
 ET0993
 ET0993                          SUPERSEDED SURVEY CONTROL
 ET0993
 ET0993  NAD 83(1986)-  34 41 16.12885(N)    112 42 58.62800(W) AD(       ) 1
 ET0993  NAD 27      -  34 41 16.04600(N)    112 42 55.98900(W) AD(       ) 1
 ET0993  NGVD 29 (07/19/86) 1703.2    (m)         5588.     (f) VERT ANG    3  
 ET0993
 ET0993.Superseded values are not recommended for survey control.
 ET0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0993.See file dsdata.txt to determine how the superseded data were derived.
 ET0993
 ET0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4278539764(NAD 83)
 ET0993_MARKER: DS = TRIANGULATION STATION DISK
 ET0993_SETTING: 80 = SET IN A BOULDER
 ET0993_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ET0993
 ET0993  HISTORY     - Date     Condition        Report By
 ET0993  HISTORY     - 1944     MONUMENTED       CGS
 ET0993  HISTORY     - 1969     GOOD             USGS
 ET0993
 ET0993                          STATION DESCRIPTION
 ET0993
 ET0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET0993'STATION IS ABOUT 17 MILES (AIR LINE) WNW OF PRESCOTT AND
 ET0993'ABOUT 16 MILES (AIR LINE) WSW OF CHINO VALLEY.  IT IS ON
 ET0993'A LOW ROUNDED AND BRUSH-COVERED HILL WHICH IS THE HIGHEST
 ET0993'POINT OF THE FIRST RIDGE ABOUT 1-3/4 MILES W OF THE RANCHO
 ET0993'MOANO.
 ET0993'
 ET0993'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 ET0993'WITH THE GROUND AND IS STAMPED TOOHEY 1944.  IT IS 24-1/2
 ET0993'FEET S OF THE HIGHEST POINT ON THE HILL (WHICH IS A BOULDER
 ET0993'PROJECTING 2 FEET ABOVE THE GROUND) AND 12-1/2 FEET NNE OF
 ET0993'A JUNIPER TREE 10 FEET HIGH.
 ET0993'
 ET0993'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET0993'PROJECTING ABOUT 10 INCHES ABOVE THE GROUND AND IS STAMPED
 ET0993'TOOHEY NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION AS
 ET0993'THE STATION MARK.
 ET0993'
 ET0993'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 ET0993'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED TOOHEY
 ET0993'NO 2 1944.  IT IS ABOUT 30 INCHES LOWER IN ELEVATION THAN
 ET0993'STATION MARK.
 ET0993'
 ET0993'AZIMUTH MARK IS A U.S.F.S. DISK SET IN A CONCRETE POST WHICH
 ET0993'PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED N 102
 ET0993'1935.  IT IS 2.7 FEET NNW OF WITNESS POST AND 10-1/2 FEET
 ET0993'SW OF THE CENTER LINE OF ROAD.
 ET0993'
 ET0993'TO REACH STATION FROM INTERSECTION OF MONTEZUMA AND GURLEY
 ET0993'STREETS IN PRESCOTT, GO W ON GURLEY STREET FOR 0.3 MILE
 ET0993'TO A TEXACO SERVICE STATION ON THE RIGHT AND CROSSROADS.
 ET0993'HERE TURN RIGHT ONTO NORTH GROVE STREET AND GO 1.1 MILES
 ET0993'TO THE MILLER VALLEY SCHOOL.  HERE TAKE THE LEFT FORK AND
 ET0993'GO 6.1 MILES PAST THE GRANITE BASIN RECREATIONAL AREA SIGN
 ET0993'TO THE END OF THE PAVEMENT AND SIGN IRON SPRINGS SUMMER
 ET0993'HOMES.  CONTINUE ON GRADED ROAD FOR 7.4 MILES TO A FORK.
 ET0993'TAKE RIGHT FORK, BLADED ROAD, AS PER SIGN RANCHO MOANA FOR
 ET0993'3.0 MILES TO A FORK.  TAKE RIGHT FORK AS PER SIGN RANCHO
 ET0993'MOANA 7 FOR 4.7 MILES TO A FORK.  HERE TAKE LEFT FORK
 ET0993'STRAIGHT AHEAD AS PER SIGN RANCHO MOANA 3 FOR 2.3 MILES TO
 ET0993'THE ENTRANCE ARCH TO THE RANCHO MOANA.  GO 200 FEET
 ET0993'TO A FORK AND TAKE RIGHT FORK AS PER SIGN OFFICE PAST
 ET0993'THE GARAGES AND JUST TO THE LEFT OF A GALVANIZED-IRON
 ET0993'BARN FOR 0.5 MILE TO A DIM LEFT FORK ABOUT 200 FEET
 ET0993'BEFORE REACHING A BOARD GATE.  (FROM HERE GO STRAIGHT
 ET0993'AHEAD TO THE AZIMUTH MARK WITNESS POST ON THE LEFT -
 ET0993'DISTANT 0.8 MILE).  TAKE THE LEFT FORK AND THEN THE RIGHT
 ET0993'FORK UP THE STEEP SLOPE FOR 2.1 MILES TO A FLAT BY A
 ET0993'SPRING AND THE END OF TRUCK TRAVEL.  PACK NW OVER LOW ROCKY
 ET0993'RIDGE AND UP INTO THE SADDLE TO THE LEFT OF A LOW ROUNDED
 ET0993'HILL AND TO THE LEFT OF A HILL WITH A 12-FOOT RIM AROUND
 ET0993'THE TOP.  FROM HERE THE STATION SITE IS VISIBLE ON THE
 ET0993'HIGHEST POINT ABOUT 1/10 MILE TO THE NW.
 ET0993'
 ET0993'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 ET0993
 ET0993                          STATION RECOVERY (1969)
 ET0993
 ET0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (LJH)
 ET0993'REACHED BY HELICOPTER.  STATION LOCATED ON SMALL TIMBERED, ROLLING
 ET0993'HILLS ON HIGHEST TOP JUST W. OF PROMINENT RED BUILDING AND SSE.  OF
 ET0993'SMALL STOCK TANK.  HELIPORT CUT ABOUT 200 FT. W. OF STATION
 ET0993'MARK.
 ET0993'
 ET0993'TO REACH FROM THE TOWN OF SKULL VALLEY GO N. ON PAVED HIGHWAY 4.4
 ET0993'MI. TO JUNCTION OF WILLIAMSON VALLEY RD. ON THE LEFT.  GO LEFT
 ET0993'(W. THEN N.) 9.8 MI. TO RANCHO MOANO (SEE USC AND GS DESCRIPTION
 ET0993'FROM PRESCOTT).  GO PAST RANCH 1.1 MI. TO AZIMUTH MARK ON LEFT.
 ET0993'CONTINUE STRAIGHT AHEAD 0.9 MI. TO RD. FORK RIGHT.  CONTINUE
 ET0993'STRAIGHT AHEAD 0.1 MI. TO DIM RD. FORK LEFT.  TURN LEFT (S.) 0.1
 ET0993'MI. TO GATE-.  CONTINUE STRAIGHT AHEAD 1.6 MI. TO RD. FORK
 ET0993'RIGHT.  CONTINUE STRAIGHT AHEAD 0.6 MI. TO RD. FORK.  JUST PAST
 ET0993'SMALL POND AND GATE GO LEFT 1.3 MI. PAST ONE POND OVER LOW
 ET0993'SADDLE TO END OF RD. AT ANOTHER POND.  PACK E. UP RIDGE ABOUT
 ET0993'0.3 MI. TO HIGH POINT AND STATION.  A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2258 ***********************************************************************
 CZ2258  DESIGNATION -  TOOTH
 CZ2258  PID         -  CZ2258
 CZ2258  STATE/COUNTY-  AZ/PINAL
 CZ2258  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ2258
 CZ2258                         *CURRENT SURVEY CONTROL
 CZ2258  ___________________________________________________________________
 CZ2258* NAD 83(1992)-  32 34 05.20351(N)    111 45 46.61958(W)     ADJUSTED  
 CZ2258* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 CZ2258  ___________________________________________________________________
 CZ2258  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 CZ2258  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2258  HORZ ORDER  -  THIRD
 CZ2258
 CZ2258.The horizontal coordinates were established by classical geodetic methods
 CZ2258.and adjusted by the National Geodetic Survey in August 1993.
 CZ2258
 CZ2258.The orthometric height was scaled from a topographic map.
 CZ2258
 CZ2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2258
 CZ2258.The geoid height was determined by GEOID03.
 CZ2258
 CZ2258;                    North         East     Units Scale Factor Converg.
 CZ2258;SPC AZ C     -   173,870.115   227,793.471   MT  0.99990257   +0 04 57.9
 CZ2258;SPC AZ C     -   570,440.01    747,353.91   iFT  0.99990257   +0 04 57.9
 CZ2258;UTM  12      - 3,603,666.151   428,382.295   MT  0.99966325   -0 24 38.6
 CZ2258
 CZ2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2258!SPC AZ C     -   0.99991078  x   0.99990257  =   0.99981336
 CZ2258!UTM  12      -   0.99991078  x   0.99966325  =   0.99957406
 CZ2258
 CZ2258|---------------------------------------------------------------------|
 CZ2258| PID    Reference Object                     Distance      Geod. Az  |
 CZ2258|                                                           dddmmss.s |
 CZ2258| CH5582 TOOTH RM 1                            3.947 METERS 11504     |
 CZ2258| CH5583 TOOTH RM 2                            4.072 METERS 19749     |
 CZ2258| CH5581 TOOTH AZ MK                                        3273720.9 |
 CZ2258|---------------------------------------------------------------------|
 CZ2258
 CZ2258                          SUPERSEDED SURVEY CONTROL
 CZ2258
 CZ2258  NAD 83(1986)-  32 34 05.19771(N)    111 45 46.61914(W) AD(       ) 3
 CZ2258  NAD 27      -  32 34 04.95500(N)    111 45 44.15700(W) AD(       ) 3
 CZ2258
 CZ2258.Superseded values are not recommended for survey control.
 CZ2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2258.See file dsdata.txt to determine how the superseded data were derived.
 CZ2258
 CZ2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2838203666(NAD 83)
 CZ2258_MARKER: DS = TRIANGULATION STATION DISK
 CZ2258_SETTING: 80 = SET IN A BOULDER
 CZ2258_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ2258
 CZ2258  HISTORY     - Date     Condition        Report By
 CZ2258  HISTORY     - 1936     MONUMENTED       CGS
 CZ2258
 CZ2258                          STATION DESCRIPTION
 CZ2258
 CZ2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2258'ABOUT 21-1/2 MILES, AIR LINE, DUE SOUTH OF CASA GRANDE, AND
 CZ2258'ABOUT 1.75 MILES EAST OF WIRE FENCE ON THE PAPAGO INDIAN
 CZ2258'RESERVATION LINE, ON THE HIGHEST POINT OF A LOW FLAT-TOPPED
 CZ2258'BLACK LAVA HILL WHICH LIES AT THE SOUTH END OF THE SAWTOOTH
 CZ2258'MOUNTAINS, IN SEC. 8, T. 10 S., R. 6 E.  THE STATION IS IN A
 CZ2258'LARGE MASS OF LARGE BLACK BOULDERS ON THE NORTHEAST END AND
 CZ2258'HIGHEST POINT OF THE HILL.  MARKED BY A STANDARD BRONZE
 CZ2258'DISK .  REFERENCE MARK NO. 1, A STANDARD
 CZ2258'BRONZE REFERENCE DISK IS 3.947 METERS (12.95 FEET)
 CZ2258'FROM STATION S 64 DEG 56 MIN E.  REFERENCE MARK NO.
 CZ2258'2, A STANDARD BRONZE REFERENCE DISK IS 4.072
 CZ2258'METERS (13.36 FEET) FROM STATION S 17 DEG 49 MIN W.
 CZ2258'THE AZIMUTH MARK, A STANDARD BRONZE DISK IS ABOUT
 CZ2258'20 YARDS NORTH OF THE NORTH BASE OF THE FIRST HILL TO THE WEST
 CZ2258'OF THE STATION, ON THE NORTH SIDE OF A DIM TRACK ROAD, ABOUT 1
 CZ2258'1/2 MILES EAST OF THE RESERVATION LINE FENCE AND 0.4
 CZ2258'MILE FROM STATION N 32 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1021 ***********************************************************************
 ES1021  DESIGNATION -  TOP
 ES1021  PID         -  ES1021
 ES1021  STATE/COUNTY-  AZ/YAVAPAI
 ES1021  USGS QUAD   -  CAMP VERDE (1969)
 ES1021
 ES1021                         *CURRENT SURVEY CONTROL
 ES1021  ___________________________________________________________________
 ES1021* NAD 83(1992)-  34 35 21.08603(N)    111 50 01.35416(W)     ADJUSTED  
 ES1021* NAVD 88     -      1134.     (meters)    3720.     (feet)  SCALED    
 ES1021  ___________________________________________________________________
 ES1021  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 ES1021  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES1021  HORZ ORDER  -  SECOND
 ES1021
 ES1021.The horizontal coordinates were established by classical geodetic methods
 ES1021.and adjusted by the National Geodetic Survey in August 1993.
 ES1021
 ES1021.The orthometric height was scaled from a topographic map.
 ES1021
 ES1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1021
 ES1021.The geoid height was determined by GEOID03.
 ES1021
 ES1021;                    North         East     Units Scale Factor Converg.
 ES1021;SPC AZ C     -   398,008.009   220,969.902   MT  0.99990071   +0 02 49.5
 ES1021;SPC AZ C     - 1,305,800.55    724,966.87   iFT  0.99990071   +0 02 49.5
 ES1021;UTM  12      - 3,827,803.197   423,543.400   MT  0.99967205   -0 28 23.9
 ES1021
 ES1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1021!SPC AZ C     -   0.99982611  x   0.99990071  =   0.99972684
 ES1021!UTM  12      -   0.99982611  x   0.99967205  =   0.99949822
 ES1021
 ES1021:                Primary Azimuth Mark                     Grid Az
 ES1021:SPC AZ C     -  WICK                                     161 07 54.3
 ES1021:UTM  12      -  WICK                                     161 39 07.7
 ES1021
 ES1021|---------------------------------------------------------------------|
 ES1021| PID    Reference Object                     Distance      Geod. Az  |
 ES1021|                                                           dddmmss.s |
 ES1021| ES1022 WICK                                APPROX. 1.7 KM 1611043.8 |
 ES1021| CH3517 TOP RM 1                              6.065 METERS 20211     |
 ES1021| CH3518 TOP RM 2                              6.614 METERS 28200     |
 ES1021|---------------------------------------------------------------------|
 ES1021
 ES1021                          SUPERSEDED SURVEY CONTROL
 ES1021
 ES1021  NAD 83(1986)-  34 35 21.08090(N)    111 50 01.35078(W) AD(       ) 2
 ES1021  NAD 27      -  34 35 20.98840(N)    111 49 58.80860(W) AD(       ) 2
 ES1021
 ES1021.Superseded values are not recommended for survey control.
 ES1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1021.See file dsdata.txt to determine how the superseded data were derived.
 ES1021
 ES1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2354327803(NAD 83)
 ES1021_MARKER: DS = TRIANGULATION STATION DISK
 ES1021_SETTING: 66 = SET IN ROCK OUTCROP
 ES1021
 ES1021  HISTORY     - Date     Condition        Report By
 ES1021  HISTORY     - 1959     MONUMENTED       CGS
 ES1021
 ES1021                          STATION DESCRIPTION
 ES1021
 ES1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1021'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CAMP VERDE,
 ES1021'ABOUT 1 MILE SOUTH OF MONTEZUMA CASTLE NATIONAL MONUMENT AND 1
 ES1021'MILE EAST OF BEAVER CREEK ON THE HIGHEST POINT OF A LOW ROCKY HILL.
 ES1021'
 ES1021'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1021'SOUTHEAST ON THE PAVED ROAD TOWARD PINE FOR 5.6 MILES TO A T-ROAD
 ES1021'ON THE LEFT AND A FARM HOUSE ON THE RIGHT, TURN LEFT, AND GO
 ES1021'NORTHEAST ON THE GRADED ROAD FOR 7.0 MILES TO A CONCRETE BRIDGE
 ES1021'OVER WICKIUP CREEK.  CONTINUE AHEAD FOR 0.1 MILE TO A TRACK ROAD
 ES1021'LEFT, TURN LEFT, WEST, GO 0.3 MILE TO A WIRE GATE, PASS THROUGH
 ES1021'THE GATE AND CONTINUE WEST ON THE TRACK ROAD FOR 0.8 MILE TO A
 ES1021'T-ROAD RIGHT, TURN RIGHT, NORTH, GO 0.2 MILE UP A VERY STEEP
 ES1021'HILL TO A T-ROAD, TURN LEFT, GO WEST FOR 2.2 MILES ON THE TRACK
 ES1021'ROAD TO A Y-FORK, TAKE THE LEFT FORK AND GO 0.2 MILE TO A Y-FORK,
 ES1021'TAKE THE LEFT FORK AND GO 1.0 MILE TO A WIRE GATE, PASS THROUGH
 ES1021'THE GATE AND GO 1.0 MILE TO A Y-FORK AND AN EARTH DAM ON THE
 ES1021'LEFT, TAKE THE RIGHT FORK AND GO SOUTH FOR 0.5 MILE TO THE
 ES1021'END OF THE DIM TRACK ROAD.  FROM HERE GO SOUTHWEST AND WEST
 ES1021'ACROSS COUNTRY FOR 1.4 MILES TO THE END OF TRUCK TRAVEL AT THE
 ES1021'BASE OF THE HIGHEST HILL IN THE VICINITY.  FROM HERE PACK WESTERLY
 ES1021'FOR ABOUT 5 MINUTES TO THE TOP OF THE HILL AND THE STATION.
 ES1021'
 ES1021'THE STATION MARK, STAMPED TOP 1959, IS A STANDARD DISK CEMENTED
 ES1021'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES AND
 ES1021'IS 13.0 FEET NORTH OF A WITNESS POST.
 ES1021'
 ES1021'REFERENCE MARK NO. 1, STAMPED TOP NO 1 1959, IS A STANDARD DISK
 ES1021'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 ES1021'2 INCHES AND IS 9.7 FEET SOUTH OF A WITNESS POST.
 ES1021'
 ES1021'REFERENCE MARK NO. 2, STAMPED TOP NO 2 1959, IS A STANDARD DISK
 ES1021'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 ES1021'3 INCHES AND IS 18.2 FEET WEST OF A WITNESS POST.
 ES1021'
 ES1021'TRIANGULATION STATION WICK CAN BE USED FOR AN AZIMUTH MARK.
 ES1021'(SEE DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0317 ***********************************************************************
 GQ0317  DESIGNATION -  TOP
 GQ0317  PID         -  GQ0317
 GQ0317  STATE/COUNTY-  AZ/MOHAVE
 GQ0317  USGS QUAD   -  HITSON TANK (1988)
 GQ0317
 GQ0317                         *CURRENT SURVEY CONTROL
 GQ0317  ___________________________________________________________________
 GQ0317* NAD 83(1992)-  36 25 06.81857(N)    112 51 33.72377(W)     ADJUSTED  
 GQ0317* NAVD 88     -      1785.2    (meters)    5857.     (feet)  VERTCON   
 GQ0317  ___________________________________________________________________
 GQ0317  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GQ0317  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 GQ0317  HORZ ORDER  -  FIRST
 GQ0317
 GQ0317.The horizontal coordinates were established by classical geodetic methods
 GQ0317.and adjusted by the National Geodetic Survey in June 1998.
 GQ0317
 GQ0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0317
 GQ0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0317
 GQ0317.The geoid height was determined by GEOID03.
 GQ0317
 GQ0317;                    North         East     Units Scale Factor Converg.
 GQ0317;SPC AZ W     -   601,341.547   293,231.839   MT  1.00001191   +0 31 43.6
 GQ0317;SPC AZ W     - 1,972,905.34    962,046.72   iFT  1.00001191   +0 31 43.6
 GQ0317;SPC AZ C     -   601,365.857   128,821.335   MT  0.99998803   -0 33 34.9
 GQ0317;SPC AZ C     - 1,972,985.10    422,642.18   iFT  0.99998803   -0 33 34.9
 GQ0317;UTM  12      - 4,031,980.731   333,300.912   MT  0.99994238   -1 06 14.8
 GQ0317
 GQ0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0317!SPC AZ W     -   0.99972354  x   1.00001191  =   0.99973545
 GQ0317!SPC AZ C     -   0.99972354  x   0.99998803  =   0.99971158
 GQ0317!UTM  12      -   0.99972354  x   0.99994238  =   0.99966594
 GQ0317
 GQ0317|---------------------------------------------------------------------|
 GQ0317| PID    Reference Object                     Distance      Geod. Az  |
 GQ0317|                                                           dddmmss.s |
 GQ0317| CH3515 TOP RM 1                              8.803 METERS 04727     |
 GQ0317| CH3514 TOP AZ MK                                          1904746.1 |
 GQ0317| CH3516 TOP RM 2                              7.663 METERS 31443     |
 GQ0317|---------------------------------------------------------------------|
 GQ0317
 GQ0317                          SUPERSEDED SURVEY CONTROL
 GQ0317
 GQ0317  NAD 83(1992)-  36 25 06.81857(N)    112 51 33.72377(W) AD(       ) 1
 GQ0317  NAD 83(1986)-  36 25 06.81237(N)    112 51 33.71970(W) AD(       ) 1
 GQ0317  NAD 27      -  36 25 06.87600(N)    112 51 31.01000(W) AD(       ) 1
 GQ0317  NGVD 29 (05/08/89) 1784.3    (m)         5854.     (f) VERT ANG    3  
 GQ0317
 GQ0317.Superseded values are not recommended for survey control.
 GQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0317.See file dsdata.txt to determine how the superseded data were derived.
 GQ0317
 GQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3330131981(NAD 83)
 GQ0317_MARKER: DS = TRIANGULATION STATION DISK
 GQ0317_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0317
 GQ0317  HISTORY     - Date     Condition        Report By
 GQ0317  HISTORY     - 1953     MONUMENTED       CGS
 GQ0317  HISTORY     - 1956     GOOD             USGS
 GQ0317
 GQ0317                          STATION DESCRIPTION
 GQ0317
 GQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0317'THE STATION IS LOCATED ABOUT 13 MILES WEST OF THE JUNCTION OF
 GQ0317'KANAB CREEK AND THE COLORADO RIVER, ABOUT 15 MILES EAST OF MT.
 GQ0317'TRUMBULL, ABOUT 7 MILES NORTH OF THE COLORADO RIVER AND ABOUT
 GQ0317'1/2 MILE WEST OF THE TRACK ROAD THAT FOLLOWS THE VALLEY
 GQ0317'SOUTHWARD.  THE STATION IS ON THE SOUTHEASTERN PORTION OF THE
 GQ0317'KAIBAB PLATEAU AND ON THE SUMMIT OF A FLAT TOPPED MESA THAT IS
 GQ0317'COVERED WITH SAGE AND TALL TIMBER.
 GQ0317'
 GQ0317'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 89 AND THE GRAVEL
 GQ0317'ROAD WEST TOWARD PIPE SPRINGS IN FREDONIA, BY DRIVING WEST ALONG
 GQ0317'THE GRAVEL ROAD FOR 8.4 MILES TO FORK AND SIGNS, PIPE SPRINGS-GRAND
 GQ0317'CANYON NATIONAL MONUMENT.  THIS IS A SHORT DISTANCE BEFORE
 GQ0317'REACHING ANOTHER PROMINENT FORK.  TAKE THE LEFT FORK, AS PER SIGN
 GQ0317'GRAND CANYON NATIONAL MONUMENT, AND FOLLOW THE MAIN ROAD
 GQ0317'SOUTHERLY FOR 25.9 MILES TO A WIRE GATE.  PASS THROUGH THE GATE
 GQ0317'AND CONTINUE FOR 1.6 MILES TO A WIRE GATE AND A FORK ON THE SOUTH
 GQ0317'SIDE OF GATE.  PASS THROUGH, TAKE THE RIGHT FORK, AND CONTINUE FOR
 GQ0317'4.2 MILES TO A CATTLE GUARD.  PASS OVER AND CONTINUE
 GQ0317'SOUTH FOR 1.1 MILES TO A REVERSE Y FORK, JUST AFTER
 GQ0317'PASSING A SECONDARY FORK, WITH A SMALL SIGN AT THE REVERSE Y
 GQ0317'THAT READS JUNES TANK.  TURN SHARP LEFT AS PER SIGN AND GO 0.45
 GQ0317'MILE TO A DOUBLE RESERVOIR INSIDE A WIRE FENCED CORRAL
 GQ0317'WITH A REVERSE Y FORK AT THE SOUTHWEST CORNER AND A Y FORK
 GQ0317'ON THE SOUTH SIDE.  PASS TO THE SOUTH SIDE, TAKE THE LEFT FORK
 GQ0317'AND CONTINUE FOR 0.85 MILE TO A WIRE GATE.  PASS THROUGH AND
 GQ0317'GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.45 MILE TO A
 GQ0317'FORK AT THE SOUTH SIDE OF A CORRAL.  TAKE THE RIGHT FORK
 GQ0317'AND GO 100 YARDS TO A FORK.  TAKE THE LEFT FORK (SOUTHEAST)
 GQ0317'FOR 2.1 MILES TO A FORK.  TAKE THE LEFT FORK (EAST) AND GO
 GQ0317'1.7 MILES TO A DIAGONAL CROSSROAD.  TURN RIGHT AND GO 0.25 MILE
 GQ0317'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.25 MILE TO A DIAGONAL
 GQ0317'CROSSROAD.  CONTINUE STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN
 GQ0317'TRAVELED ROAD FOR 1.5 MILES TO A GATE.  PASS THROUGH AND
 GQ0317'CONTINUE UP THE VALLEY FOR 0.4 MILE TO A DIM FORK RIGHT.
 GQ0317'TURN RIGHT ONTO DIM RUTTED ROAD AND CONTINUE UP VALLEY FOR 1.5
 GQ0317'MILES TO A WIRE GATE.  PASS THROUGH GATE, THEN TURN RIGHT AND GO
 GQ0317'0.1 MILE TO A FORK AT A FENCE CORNER AND THE AZIMUTH MARK AS
 GQ0317'DESCRIBED BELOW.  TURN RIGHT, NORTH, AND FOLLOW FENCE FOR 0.4
 GQ0317'MILE.  THENCE BEAR LEFT ON DIM TRACKS AND DRIVE NORTHWEST, THEN
 GQ0317'NORTH, FOR A TOTAL OF 0.25 MILE TO TOP OF MESA AND THE STATION.
 GQ0317'A DRIVE STATION WITH A 2-WHEEL DRIVE IN DRY WEATHER.
 GQ0317'
 GQ0317'THE STATION IS ON THE HIGHEST POINT OF MESA, 9 FEET SOUTHWEST OF
 GQ0317'A SMALL TREE WITH FOUR SMALL NOTCHES, AND AT THE APEX OF SEVERAL
 GQ0317'CLEARED LINES.  THE MARK IS A STANDARD DISK, STAMPED TOP 1953,
 GQ0317'SET IN THE TOP OF AN OUTCROP THAT PROJECTS 10 INCHES ABOVE THE
 GQ0317'GROUND SURFACE.
 GQ0317'
 GQ0317'REFERENCE MARK 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GQ0317'STATION.  IT IS A STANDARD DISK, STAMPED TOP NO 1 1953, SET
 GQ0317'IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND SURFACE.
 GQ0317'
 GQ0317'REFERENCE MARK 2 IS APPROXIMATELY 10 INCHES LOWER THAN THE
 GQ0317'STATION.  IT IS A STANDARD DISK, STAMPED TOP NO 2 1953, SET
 GQ0317'IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND SURFACE.
 GQ0317'
 GQ0317'THE AZIMUTH MARK IS LOCATED ON THE NORTH FACE OF A LOW RIDGE,
 GQ0317'ABOUT 107 YARDS SOUTH SOUTHWEST OF A FENCE CORNER, ABOUT 90
 GQ0317'YARDS SOUTH SOUTHWEST OF A ROAD FORK, ABOUT 80 YARDS SOUTH OF
 GQ0317'TRACK ROAD, 30 FEET EAST NORTHEAST OF A PARTIALLY TRIMMED
 GQ0317'JUNIPER TREE AND 4 FEET EAST OF A 3 FOOT CAIRN.  IT IS A
 GQ0317'STANDARD DISK, STAMPED TOP 1953, SET IN THE TOP OF A BOULDER
 GQ0317'THAT IS FLUSH WITH THE GROUND SURFACE.
 GQ0317
 GQ0317                          STATION RECOVERY (1956)
 GQ0317
 GQ0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2194 ***********************************************************************
 DU2194  DESIGNATION -  TOP
 DU2194  PID         -  DU2194
 DU2194  STATE/COUNTY-  AZ/MARICOPA
 DU2194  USGS QUAD   -  BARTLETT DAM (1964)
 DU2194
 DU2194                         *CURRENT SURVEY CONTROL
 DU2194  ___________________________________________________________________
 DU2194* NAD 83(1992)-  33 52 19.45028(N)    111 44 18.24145(W)     ADJUSTED  
 DU2194* NAVD 88     -      1080.0    (meters)    3543.     (feet)  VERTCON   
 DU2194  ___________________________________________________________________
 DU2194  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DU2194  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DU2194  HORZ ORDER  -  SECOND
 DU2194
 DU2194.The horizontal coordinates were established by classical geodetic methods
 DU2194.and adjusted by the National Geodetic Survey in August 1993.
 DU2194
 DU2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2194
 DU2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2194
 DU2194.The geoid height was determined by GEOID03.
 DU2194
 DU2194;                    North         East     Units Scale Factor Converg.
 DU2194;SPC AZ C     -   318,479.362   229,852.099   MT  0.99990335   +0 05 57.7
 DU2194;SPC AZ C     - 1,044,879.80    754,107.94   iFT  0.99990335   +0 05 57.7
 DU2194;UTM  12      - 3,748,216.719   431,707.548   MT  0.99965749   -0 24 41.6
 DU2194
 DU2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2194!SPC AZ C     -   0.99983492  x   0.99990335  =   0.99973829
 DU2194!UTM  12      -   0.99983492  x   0.99965749  =   0.99949247
 DU2194
 DU2194|---------------------------------------------------------------------|
 DU2194| PID    Reference Object                     Distance      Geod. Az  |
 DU2194|                                                           dddmmss.s |
 DU2194| CH5585 TOP RM 1                              4.882 METERS 03725     |
 DU2194| CH5586 TOP RM 2                              8.658 METERS 12731     |
 DU2194| CH5584 TOP AZ MK                                          3344625.8 |
 DU2194|---------------------------------------------------------------------|
 DU2194
 DU2194                          SUPERSEDED SURVEY CONTROL
 DU2194
 DU2194  NAD 83(1986)-  33 52 19.44432(N)    111 44 18.24553(W) AD(       ) 2
 DU2194  NAD 27      -  33 52 19.29900(N)    111 44 15.73600(W) AD(       ) 2
 DU2194  NGVD 29 (07/19/86) 1079.3    (m)         3541.     (f) VERT ANG    3  
 DU2194
 DU2194.Superseded values are not recommended for survey control.
 DU2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2194.See file dsdata.txt to determine how the superseded data were derived.
 DU2194
 DU2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3170848217(NAD 83)
 DU2194_MARKER: DS = TRIANGULATION STATION DISK
 DU2194_SETTING: 66 = SET IN ROCK OUTCROP
 DU2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2194+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2006
 DU2194
 DU2194  HISTORY     - Date     Condition        Report By
 DU2194  HISTORY     - 1946     MONUMENTED       CGS
 DU2194  HISTORY     - 1967     GOOD             AMS
 DU2194  HISTORY     - 1971     GOOD             NGS
 DU2194  HISTORY     - 20060929 GOOD             MCDOT
 DU2194
 DU2194                          STATION DESCRIPTION
 DU2194
 DU2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2194'STATION IS LOCATED IN THE TONTO NATIONAL FOREST ON A ROCKY HILL
 DU2194'WHICH IS LOCATED BY APPROXIMATE AIRLINE DISTANCES--12 MILES
 DU2194'EAST-NORTHEAST OF CAVE CREEK, 7-1/2 MILES NORTHWEST OF THE
 DU2194'BARTLETT DAM, 1/2 MILE EAST-SOUTHEAST OF THE JUNCTION OF THE
 DU2194'ROADS TO BARTLETT AND HORSESHOE DAMS, AND 1/4 MILE SOUTH OF THE
 DU2194'BARTLETT DAM ROAD.
 DU2194'
 DU2194'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK--GO
 DU2194'EASTERLY ON THE MAIN ROAD TOWARD BARTLETT DAM FOR 8.1 MILES TO
 DU2194'A FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE THE RIGHT FORK
 DU2194'AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 6.3 MILES TO ANOTHER
 DU2194'FORK AND SIGNS OK RANCH 14 LAYTON RANCH 10.  HERE TAKE THE
 DU2194'RIGHT FORK FOR 0.1 MILE AT WHICH POINT THE AZIMUTH MARK IS ON
 DU2194'THE LEFT, IN A GROUP OF BOULDERS 300 YARDS TO THE NORTH UP A
 DU2194'WASH.  CONTINUE 0.2 MILE TO THE TOP OF THE RISE.  FROM HERE
 DU2194'PACK SOUTHERLY UP THE RIDGE FOR 10 MINUTES TO THE HIGHEST
 DU2194'POINT AND THE STATION.
 DU2194'
 DU2194'THE STATION, WHICH IS A STANDARD TRIANGULATION STATION DISC
 DU2194'STAMPED TOP 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2194'FLUSH WITH THE SURROUNDING SURFACE, AND LOCATED 14 FEET
 DU2194'NORTH-NORTHWEST OF THE ROUGH PILE OF ROCKS WHICH FORMS THE
 DU2194'HIGHEST POINT OF THE HILL.
 DU2194'
 DU2194'REFERENCE MARK 1, WHICH IS A STANDARD REFERENCE DISC STAMPED
 DU2194'TOP NO 1 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2194'FLUSH WITH THE SURROUNDING SURFACE, AND LOCATED NORTHEAST OF
 DU2194'THE STATION AND ABOUT 4 FEET LOWER.
 DU2194'
 DU2194'REFERENCE MARK 2, WHICH IS A STANDARD REFERENCE DISC STAMPED
 DU2194'TOP NO 2 1946, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2194'FLUSH WITH THE SURROUNDING SURFACE, AND LOCATED SOUTHEAST
 DU2194'OF THE STATION ON ABOUT THE SAME LEVEL.
 DU2194'
 DU2194'THE AZIMUTH MARK, WHICH IS A STANDARD AZIMUTH DISC STAMPED TOP
 DU2194'1946, IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 DU2194'ABOUT 5-1/2 FEET ABOVE THE GROUND.  IT IS NORTH-NORTHWEST OF
 DU2194'THE STATION, AND ABOUT 10 FEET EAST OF A 4 X 4 INCH WHITE
 DU2194'WITNESS POST WHICH IS SET ON A HIGHER BOULDER IN THE SAME GROUP.
 DU2194
 DU2194                          STATION RECOVERY (1967)
 DU2194
 DU2194'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HGK)
 DU2194'STATION RECOVERED IN GOOD CONDITION.
 DU2194'
 DU2194'AZ. MK. AND R.M. 1 AND R.M. 2 ALSO RECOVERED IN GOOD CONDITION.
 DU2194
 DU2194                          STATION RECOVERY (1971)
 DU2194
 DU2194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLW)
 DU2194'STATION WAS RECOVERED IN GOOD CONDITION.
 DU2194'
 DU2194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES EAST
 DU2194'NORTHEAST OF CAVE CREEK.
 DU2194
 DU2194                          STATION RECOVERY (2006)
 DU2194
 DU2194'RECOVERY NOTE BY MARICOPA CO DOT 2006 (BPD)
 DU2194'GOOD CONDITION. SURVEYED IT WITH 2, 90 EPOCH RTK SHOOTS FROM 1LM2.
 DU2194'MATCHED 0.0259M.
 DU2194'MEASURED IN NAD83 (2002 EPOCH)
 DU2194'LAT= 33 52 19.44983 N
 DU2194'LONG = 111 44 18.24230 W
 DU2194'ELLIPSOID = 3447.908 IFT
 DU2194' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0736 ***********************************************************************
 CG0736  DESIGNATION -  TOPAWA
 CG0736  PID         -  CG0736
 CG0736  STATE/COUNTY-  AZ/PIMA
 CG0736  USGS QUAD   -  TOPAWA (1979)
 CG0736
 CG0736                         *CURRENT SURVEY CONTROL
 CG0736  ___________________________________________________________________
 CG0736* NAD 83(1992)-  31 47 01.13313(N)    111 51 06.65091(W)     ADJUSTED  
 CG0736* NAVD 88     -       847.30   (+/-2cm)    2779.9    (feet)  VERTCON   
 CG0736  ___________________________________________________________________
 CG0736  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CG0736  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CG0736  HORZ ORDER  -  SECOND
 CG0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0736
 CG0736.The horizontal coordinates were established by classical geodetic methods
 CG0736.and adjusted by the National Geodetic Survey in August 1993.
 CG0736
 CG0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0736.The vertical order pertains to the NGVD 29 superseded value.
 CG0736
 CG0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0736
 CG0736.The geoid height was determined by GEOID03.
 CG0736
 CG0736;                    North         East     Units Scale Factor Converg.
 CG0736;SPC AZ C     -    86,881.087   219,498.694   MT  0.99990046   +0 02 02.9
 CG0736;SPC AZ C     -   285,042.94    720,140.07   iFT  0.99990046   +0 02 02.9
 CG0736;UTM  12      - 3,516,770.927   419,348.758   MT  0.99968022   -0 26 55.3
 CG0736
 CG0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0736!SPC AZ C     -   0.99987181  x   0.99990046  =   0.99977229
 CG0736!UTM  12      -   0.99987181  x   0.99968022  =   0.99955207
 CG0736
 CG0736:                Primary Azimuth Mark                     Grid Az
 CG0736:SPC AZ C     -  TOPAWA AZ MK                             003 45 20.1
 CG0736:UTM  12      -  TOPAWA AZ MK                             004 14 18.3
 CG0736
 CG0736|---------------------------------------------------------------------|
 CG0736| PID    Reference Object                     Distance      Geod. Az  |
 CG0736|                                                           dddmmss.s |
 CG0736| CG0735 TOPAWA AZ MK                                       0034723.0 |
 CG0736| CG0741 BABO                                APPROX. 3.0 KM 1463534.9 |
 CG0736| CG0737 TOPAWA RM 1                           9.498 METERS 19335     |
 CG0736| CG0738 TOPAWA RM 2                           8.970 METERS 30040     |
 CG0736|---------------------------------------------------------------------|
 CG0736
 CG0736                          SUPERSEDED SURVEY CONTROL
 CG0736
 CG0736  NAD 83(1986)-  31 47 01.12526(N)    111 51 06.65010(W) AD(       ) 2
 CG0736  NAD 27      -  31 47 00.83800(N)    111 51 04.21900(W) AD(       ) 2
 CG0736  NGVD 29 (??/??/92)  846.595  (m)         2777.54   (f) ADJ UNCH    2 0
 CG0736
 CG0736.Superseded values are not recommended for survey control.
 CG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0736.See file dsdata.txt to determine how the superseded data were derived.
 CG0736
 CG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1934916771(NAD 83)
 CG0736_MARKER: DS = TRIANGULATION STATION DISK
 CG0736_SETTING: 66 = SET IN ROCK OUTCROP
 CG0736_SP_SET: ROCK OUTCROP
 CG0736_STAMPING: TOPAWA 1936
 CG0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0736+STABILITY: POSITION/ELEVATION WELL
 CG0736
 CG0736  HISTORY     - Date     Condition        Report By
 CG0736  HISTORY     - 1936     MONUMENTED       CGS
 CG0736  HISTORY     - 1952     GOOD             CGS
 CG0736  HISTORY     - 1952     GOOD             NGS
 CG0736  HISTORY     - 1977     GOOD             USGS
 CG0736
 CG0736                          STATION DESCRIPTION
 CG0736
 CG0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0736'ABOUT 10 MILES SOUTH-SOUTHEAST OF SELLS, ON THE PAPAGO INDIAN
 CG0736'RESERVATION ABOUT 2 MILES SOUTH OF THE INDIAN SETTLEMENT KNOWN
 CG0736'AS TOPAWA, ON THE SOUTHEASTERLY AND HIGHEST ONE OF A GROUP
 CG0736'OF LOW HILLS RISING FROM THE EXTENSIVE FLAT ALONG THE SOUTHWEST
 CG0736'SIDE OF THE BABOQUIVARI RANGE, ON THE HIGHEST PART OF THE SUMMIT,
 CG0736'ABOUT 15 YARDS SOUTHEAST OF ITS NORTHWEST END, 15 FEET EAST OF
 CG0736'THE LONGITUDINAL CENTER, NEAR A PILE OF SMALL ROCKS, IN A
 CG0736'SMALL OUTCROP OF LEDGE ROCK FLUSH WITH THE GROUND.  MARKED BY
 CG0736'A STANDARD BRONZE DISK. REFERENCE MARK
 CG0736'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS ABOUT
 CG0736'50 FEET NORTHWEST OF THE SOUTHEAST END OF THE SUMMIT, ON THE
 CG0736'LONGITUDINAL CENTER OF THE RIDGE, AND 9.498 METERS (31.16
 CG0736'FEET) FROM STATION S 13 DEG 35 MIN W. REFERENCE MARK
 CG0736'NO. 2, A STANDARD BRONZE REFERENCE DISK, IS ABOUT
 CG0736'15 FEET NORTHEAST OF A CLUMP OF CHAPPARRAL AND 8.970 METERS
 CG0736'(29.43 FEET) FROM STATION N 59 DEG 20 MIN W. THE
 CG0736'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ABOUT
 CG0736'0.4 MILE SOUTH ALONG THE MAIN ROAD AND TELEPHONE LINE FROM THE
 CG0736'SMALL SCHOOLHOUSE AT TOPAWA, 135 FEET NORTH ALONG THE ROAD
 CG0736'FROM THE CENTER OF A NARROW DRY WASH, 30 FEET EAST OF THE
 CG0736'CENTER OF THE ROAD LEADING PAST BASE OF THE STATION
 CG0736'HILL AND 0.8 MILE FROM STATION N 03 DEG 47 MIN.
 CG0736
 CG0736                          STATION RECOVERY (1952)
 CG0736
 CG0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CG0736'STATION IS LOCATED 1.5 MILES W ALONG A GRAVEL ROAD FROM THE POST
 CG0736'OFFICE AND MISSION AT TOPAWA, THENCE 1.6 MILES S ALONG A
 CG0736'DIRT ROAD, ABOUT 0.1 MILE S OF A SMALL CEMETERY, ON THE TOP OF
 CG0736'THE HIGHEST POINT OF THE HIGHEST MOUNTAIN IN THIS VICINITY
 CG0736'KNOWN AS TOPAWA MOUNTAIN, 29.5 FEET SE OF R.M.2, AND 31.3 FEET
 CG0736'N OF R.M. 1.
 CG0736'
 CG0736'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROCK OUTCROP
 CG0736'ABOUT FLUSH WITH THE GROUND.
 CG0736'
 CG0736'R.M. 1 IS A STANDARD DISK SET IN THE E SIDE OF A 2- BY 3-FOOT
 CG0736'ROCK OUTCROP PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 CG0736'1 FOOT LOWER THAN THE STATION.
 CG0736'
 CG0736'R.M. 2 IS A STANDARD DISK SET IN THE N END OF A 2- BY 4-FOOT
 CG0736'ROCK OUTRCROP PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 48.6
 CG0736'FEET NW OF R.M. 1 AND ABOUT 2 FEET LOWER THAN THE STATION.
 CG0736'
 CG0736'AZIMUTH MARK IS 1.5 MILES W ALONG A GRAVEL ROAD FROM THE
 CG0736'POST OFFICE AND MISSION AT TOPAWA TO THE RESERVOIR, THENCE
 CG0736'0.9 MILE S ALONG A DIRT ROAD, 0.25 MILE S OF A WOODEN BRIDGE,
 CG0736'AT A WASH ACROSS THE ROAD, 36 FEET NE OF THE CENTER LINE OF THE
 CG0736'ROAD, 1.9 FEET W OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 CG0736'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CG0736'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CG0736'
 CG0736'METAL TAG ON THE WITNESSS POST STAMPED 2381.1.
 CG0736
 CG0736                          STATION RECOVERY (1952)
 CG0736
 CG0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CG0736'3.1 MI SW FROM TOPAWA.
 CG0736'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0736'TOPAWA, THENCE 1.6 MILES SOUTH ALONG A DIRT ROAD, ABOUT 0.1 MILE SOUTH
 CG0736'OF A SMALL CEMETERY, ON THE TOP OF THE HIGHEST POINT OF THE HIGHEST
 CG0736'MOUNTAIN IN THIS VICINITY KNOWN AS TOPAWA MOUNTAINS, AND SET IN THE
 CG0736'TOP OF A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND, 29.5 FEET SOUTHEAST
 CG0736'OF TOPAWA R.M. NO. 2, 31.3 FEET NORTH OF TOPAWA R.M. NO. 1.
 CG0736
 CG0736                          STATION RECOVERY (1977)
 CG0736
 CG0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0736'CORRECTION TO THE TO REACH DESCRIPTION ....TOPAWA MOUNTAIN.... SHOULD
 CG0736'BE CHANGED TO READ ....TOPAWA HILLS....
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0735 ***********************************************************************
 CG0735  DESIGNATION -  TOPAWA AZ MK
 CG0735  PID         -  CG0735
 CG0735  STATE/COUNTY-  AZ/PIMA
 CG0735  USGS QUAD   -  TOPAWA (1979)
 CG0735
 CG0735                         *CURRENT SURVEY CONTROL
 CG0735  ___________________________________________________________________
 CG0735* NAD 83(1986)-  31 47 45.     (N)    111 51 02.     (W)     SCALED    
 CG0735* NAVD 88     -       726.35   (+/-2cm)    2383.0    (feet)  VERTCON   
 CG0735  ___________________________________________________________________
 CG0735  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CG0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0735
 CG0735.The horizontal coordinates were scaled from a topographic map and have
 CG0735.an estimated accuracy of +/- 6 seconds.
 CG0735
 CG0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0735.The vertical order pertains to the NGVD 29 superseded value.
 CG0735
 CG0735.The geoid height was determined by GEOID03.
 CG0735
 CG0735;                    North         East    Units  Estimated Accuracy
 CG0735;SPC AZ C     -    88,230.      219,620.      MT  (+/- 180 meters Scaled)
 CG0735
 CG0735                          SUPERSEDED SURVEY CONTROL
 CG0735
 CG0735  NGVD 29 (??/??/92)  725.647  (m)         2380.73   (f) ADJ UNCH    2 0
 CG0735
 CG0735.Superseded values are not recommended for survey control.
 CG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0735.See file dsdata.txt to determine how the superseded data were derived.
 CG0735
 CG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA194181(NAD 83)
 CG0735_MARKER: DZ = AZIMUTH MARK DISK
 CG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0735_STAMPING: TOPAWA 1936
 CG0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0735+STABILITY: SURFACE MOTION
 CG0735
 CG0735  HISTORY     - Date     Condition        Report By
 CG0735  HISTORY     - 1936     MONUMENTED       CGS
 CG0735  HISTORY     - 1952     GOOD             NGS
 CG0735
 CG0735                          STATION DESCRIPTION
 CG0735
 CG0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0735'2.4 MI W FROM TOPAWA.
 CG0735'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0735'TOPAWA TO THE RESERVOIR, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, 0.25
 CG0735'MILE SOUTH OF A WOODEN BRIDGE, AT A WASH ACROSS THE ROAD, 146 FEET
 CG0735'NORTHEAST OF THE CENTER OF THE ROAD AND WASH CROSSING THE ROAD, 36
 CG0735'FEET NORTHEAST OF THE CENTER OF A Y JUNCTION OF A TRACK ROAD LEADING
 CG0735'NORTHEAST, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST
 CG0735'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0735'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, METAL TAG ON THE
 CG0735'WITNESS POST STAMPED 2381.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0737 ***********************************************************************
 CG0737  DESIGNATION -  TOPAWA RM 1
 CG0737  PID         -  CG0737
 CG0737  STATE/COUNTY-  AZ/PIMA
 CG0737  USGS QUAD   -  TOPAWA (1979)
 CG0737
 CG0737                         *CURRENT SURVEY CONTROL
 CG0737  ___________________________________________________________________
 CG0737* NAD 83(1986)-  31 47 00.     (N)    111 51 06.     (W)     SCALED    
 CG0737* NAVD 88     -       847.08   (+/-2cm)    2779.1    (feet)  VERTCON   
 CG0737  ___________________________________________________________________
 CG0737  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CG0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0737
 CG0737.The horizontal coordinates were scaled from a topographic map and have
 CG0737.an estimated accuracy of +/- 6 seconds.
 CG0737
 CG0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0737.The vertical order pertains to the NGVD 29 superseded value.
 CG0737
 CG0737.The geoid height was determined by GEOID03.
 CG0737
 CG0737;                    North         East    Units  Estimated Accuracy
 CG0737;SPC AZ C     -    86,850.      219,520.      MT  (+/- 180 meters Scaled)
 CG0737
 CG0737                          SUPERSEDED SURVEY CONTROL
 CG0737
 CG0737  NGVD 29 (??/??/92)  846.371  (m)         2776.80   (f) ADJ UNCH    2 0
 CG0737
 CG0737.Superseded values are not recommended for survey control.
 CG0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0737.See file dsdata.txt to determine how the superseded data were derived.
 CG0737
 CG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA193167(NAD 83)
 CG0737_MARKER: DR = REFERENCE MARK DISK
 CG0737_SETTING: 66 = SET IN ROCK OUTCROP
 CG0737_SP_SET: ROCK OUTCROP
 CG0737_STAMPING: TOPAWA NO. 1 1936
 CG0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0737+STABILITY: POSITION/ELEVATION WELL
 CG0737
 CG0737  HISTORY     - Date     Condition        Report By
 CG0737  HISTORY     - 1936     MONUMENTED       CGS
 CG0737  HISTORY     - 1952     GOOD             NGS
 CG0737
 CG0737                          STATION DESCRIPTION
 CG0737
 CG0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0737'3.1 MI SW FROM TOPAWA.
 CG0737'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0737'TOPAWA, THENCE 1.6 MILES SOUTH ALONG A DIRT ROAD, 0.1 MILE SOUTH OF A
 CG0737'SMALL CEMETERY, ON THE TOP OF THE HIGHEST POINT OF THE HIGHEST
 CG0737'MOUNTAIN IN THIS VICINITY KNOWN AS THE TOPAWA MOUNTAIN, AND SET IN THE
 CG0737'EAST SIDE OF A 2 BY 3 FOOT ROCK OUTCROP PROJECTING ABOUT 2 INCHES
 CG0737'ABOVE THE GROUND, 48.6 FEET SOUTHEAST OF TOPAWA R.M. NO. 2, 31.3 FEET
 CG0737'SOUTH OF TOPAWA TRIANGULATION STATION, AND ABOUT 1 FOOT LOWER THAN THE
 CG0737'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0738 ***********************************************************************
 CG0738  DESIGNATION -  TOPAWA RM 2
 CG0738  PID         -  CG0738
 CG0738  STATE/COUNTY-  AZ/PIMA
 CG0738  USGS QUAD   -  TOPAWA (1979)
 CG0738
 CG0738                         *CURRENT SURVEY CONTROL
 CG0738  ___________________________________________________________________
 CG0738* NAD 83(1986)-  31 47 00.     (N)    111 51 06.     (W)     SCALED    
 CG0738* NAVD 88     -       846.82   (+/-2cm)    2778.3    (feet)  VERTCON   
 CG0738  ___________________________________________________________________
 CG0738  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CG0738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0738
 CG0738.The horizontal coordinates were scaled from a topographic map and have
 CG0738.an estimated accuracy of +/- 6 seconds.
 CG0738
 CG0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0738.The vertical order pertains to the NGVD 29 superseded value.
 CG0738
 CG0738.The geoid height was determined by GEOID03.
 CG0738
 CG0738;                    North         East    Units  Estimated Accuracy
 CG0738;SPC AZ C     -    86,850.      219,520.      MT  (+/- 180 meters Scaled)
 CG0738
 CG0738                          SUPERSEDED SURVEY CONTROL
 CG0738
 CG0738  NGVD 29 (??/??/92)  846.110  (m)         2775.95   (f) ADJ UNCH    2 0
 CG0738
 CG0738.Superseded values are not recommended for survey control.
 CG0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0738.See file dsdata.txt to determine how the superseded data were derived.
 CG0738
 CG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA193167(NAD 83)
 CG0738_MARKER: DR = REFERENCE MARK DISK
 CG0738_SETTING: 66 = SET IN ROCK OUTCROP
 CG0738_SP_SET: ROCK OUTCROP
 CG0738_STAMPING: TOPAWA NO. 2 1936
 CG0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0738+STABILITY: POSITION/ELEVATION WELL
 CG0738
 CG0738  HISTORY     - Date     Condition        Report By
 CG0738  HISTORY     - 1936     MONUMENTED       CGS
 CG0738  HISTORY     - 1952     GOOD             NGS
 CG0738
 CG0738                          STATION DESCRIPTION
 CG0738
 CG0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0738'3.1 MI SW FROM TOPAWA.
 CG0738'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0738'TOPAWA, THENCE 1.6 MILES SOUTH ALONG A DIRT ROAD, 0.1 MILE SOUTH OF A
 CG0738'SMALL CEMETERY, ON THE TOP OF THE HIGHEST MOUNTAIN IN THIS VICINITY
 CG0738'KNOWN AS TOPAWA MOUNTAIN, IN THE NORTH END OF A 2 BY 4 FOOT ROCK
 CG0738'OUTCROP PROJECTING 4 INCHES ABOVE THE GROUND, 48.6 FEET NORTHWEST OF
 CG0738'TOPAWA R.M. NO. 1, 29.5 FEET NORTHWEST OF TOPAWA TRIANGULATION
 CG0738'STATION, AND ABOUT 2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0877 ***********************************************************************
 FR0877  DESIGNATION -  TOPEKA
 FR0877  PID         -  FR0877
 FR0877  STATE/COUNTY-  AZ/YAVAPAI
 FR0877  USGS QUAD   -  MEATH SPRING (1979)
 FR0877
 FR0877                         *CURRENT SURVEY CONTROL
 FR0877  ___________________________________________________________________
 FR0877* NAD 83(1992)-  35 04 12.34171(N)    112 24 04.22662(W)     ADJUSTED  
 FR0877* NAVD 88     -      1541.9    (meters)    5059.     (feet)  VERTCON   
 FR0877  ___________________________________________________________________
 FR0877  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 FR0877  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 FR0877  HORZ ORDER  -  SECOND
 FR0877
 FR0877.The horizontal coordinates were established by classical geodetic methods
 FR0877.and adjusted by the National Geodetic Survey in August 1993.
 FR0877
 FR0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0877
 FR0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0877
 FR0877.The geoid height was determined by GEOID03.
 FR0877
 FR0877;                    North         East     Units Scale Factor Converg.
 FR0877;SPC AZ C     -   451,457.205   169,172.196   MT  0.99992406   -0 16 42.2
 FR0877;SPC AZ C     - 1,481,158.81    555,026.89   iFT  0.99992406   -0 16 42.2
 FR0877;UTM  12      - 3,881,714.039   372,245.315   MT  0.99980115   -0 48 18.7
 FR0877
 FR0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0877!SPC AZ C     -   0.99976197  x   0.99992406  =   0.99968605
 FR0877!UTM  12      -   0.99976197  x   0.99980115  =   0.99956317
 FR0877
 FR0877|---------------------------------------------------------------------|
 FR0877| PID    Reference Object                     Distance      Geod. Az  |
 FR0877|                                                           dddmmss.s |
 FR0877| CH3519 TOPEKA RM 1                          14.237 METERS 06855     |
 FR0877| CH3520 TOPEKA RM 2                          11.882 METERS 16408     |
 FR0877| FR0878 WOOD                                APPROX. 1.1 KM 3463725.8 |
 FR0877|---------------------------------------------------------------------|
 FR0877
 FR0877                          SUPERSEDED SURVEY CONTROL
 FR0877
 FR0877  NAD 83(1986)-  35 04 12.34011(N)    112 24 04.22415(W) AD(       ) 2
 FR0877  NAD 27      -  35 04 12.28011(N)    112 24 01.60562(W) AD(       ) 2
 FR0877  NGVD 29 (07/19/86) 1541.1    (m)         5056.     (f) VERT ANG    3  
 FR0877
 FR0877.Superseded values are not recommended for survey control.
 FR0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0877.See file dsdata.txt to determine how the superseded data were derived.
 FR0877
 FR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7224581714(NAD 83)
 FR0877_MARKER: DD = SURVEY DISK
 FR0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0877+STABILITY: SURFACE MOTION
 FR0877
 FR0877  HISTORY     - Date     Condition        Report By
 FR0877  HISTORY     - 1980     MONUMENTED       AZDT
 FR0877
 FR0877                          STATION DESCRIPTION
 FR0877
 FR0877'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0877'THE STATION IS LOCATED 13 MILES NORTHEAST OF PAULDEN, 11.5 MILES SOUTH
 FR0877'EAST OF ASH FORK ALONG THE EAST RIGHT OF WAY OF US HIGHWAY 89.
 FR0877'
 FR0877'THE STATION MARK IS AN ADOT DISK STAMPED TOPEKA 1980.  IT IS SET IN
 FR0877'TOP OF A CONCRETE MONUMENT 42 FEET EAST OF THE CENTERLINE OF US 89 AND
 FR0877'3.4 FEET WEST OF THE WITNESS POST.
 FR0877'
 FR0877'REFERENCE MARK 1 IS AN ADOT DISK STAMPED TOPEKA RM 1 1980.  IT IS SET
 FR0877'IN TOP OF A CONCRETE MONUMENT 45 FEET EAST OF THE CENTERLINE OF US 89.
 FR0877'
 FR0877'REFERENCE MARK 2 IS AN ADOT DISK STAMPED TOPEKA RM 2 1980.  IT IS SET
 FR0877'IN TOP OF A CONCRETE MONUMENT 89 FEET EAST OF THE CENTERLINE OF US 89.
 FR0877'
 FR0877'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN, TRAVEL NORTH ON
 FR0877'US HIGHWAY 89 FOR 14.4 MILES TO THE STATION ON THE RIGHT AT MILEPOST
 FR0877'351.43.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0939 ***********************************************************************
 EU0939  DESIGNATION -  TOPOCK
 EU0939  PID         -  EU0939
 EU0939  STATE/COUNTY-  AZ/MOHAVE
 EU0939  USGS QUAD   -  WARM SPRINGS SW (1970)
 EU0939
 EU0939                         *CURRENT SURVEY CONTROL
 EU0939  ___________________________________________________________________
 EU0939* NAD 83(1992)-  34 48 15.69662(N)    114 27 33.75749(W)     ADJUSTED  
 EU0939* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 EU0939  ___________________________________________________________________
 EU0939  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 EU0939  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 EU0939  HORZ ORDER  -  FIRST
 EU0939
 EU0939.The horizontal coordinates were established by classical geodetic methods
 EU0939.and adjusted by the National Geodetic Survey in August 1993.
 EU0939
 EU0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0939
 EU0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0939
 EU0939.The geoid height was determined by GEOID03.
 EU0939
 EU0939;                    North         East     Units Scale Factor Converg.
 EU0939;SPC AZ W     -   422,115.756   148,452.256   MT  0.99998524   -0 24 17.7
 EU0939;SPC AZ W     - 1,384,894.21    487,048.08   iFT  0.99998524   -0 24 17.7
 EU0939;SPC CA 5     -   650,391.036 2,323,892.319   MT  0.99992256   +2 01 05.5
 EU0939;SPC CA 5     - 2,133,824.59  7,624,303.38   sFT  0.99992256   +2 01 05.5
 EU0939;UTM  11      - 3,854,289.974   732,413.246   MT  1.00026580   +1 27 02.8
 EU0939
 EU0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0939!SPC AZ W     -   0.99996351  x   0.99998524  =   0.99994875
 EU0939!SPC CA 5     -   0.99996351  x   0.99992256  =   0.99988607
 EU0939!UTM  11      -   0.99996351  x   1.00026580  =   1.00022930
 EU0939
 EU0939:                Primary Azimuth Mark                     Grid Az
 EU0939:SPC AZ W     -  BOUNDARY CONE                            011 44 31.7
 EU0939:SPC CA 5     -  BOUNDARY CONE                            009 19 08.5
 EU0939:UTM  11      -  BOUNDARY CONE                            009 53 11.2
 EU0939
 EU0939|---------------------------------------------------------------------|
 EU0939| PID    Reference Object                     Distance      Geod. Az  |
 EU0939|                                                           dddmmss.s |
 EU0939| EU0943 BOUNDARY CONE                       APPROX.20.3 KM 0112014.0 |
 EU0939| EU0938 ROCKY PEAK BLACK MTN RANGE          APPROX.19.8 KM 0743938.4 |
 EU0939| EU0937 SPHINX TARGET                       APPROX.16.2 KM 1031512.6 |
 EU0939| CC5764 TOPOCK RM 2                           5.974 METERS 14711     |
 EU0939| CC5762 TOPOCK AZ MK                                       2441920.8 |
 EU0939| CC5763 TOPOCK RM 1                          12.255 METERS 25743     |
 EU0939| EU1051 NEEDLES SILVER WATER TANK           APPROX.14.2 KM 2853039.4 |
 EU0939|---------------------------------------------------------------------|
 EU0939
 EU0939                          SUPERSEDED SURVEY CONTROL
 EU0939
 EU0939  NAD 83(1986)-  34 48 15.70081(N)    114 27 33.76294(W) AD(       ) 1
 EU0939  NAD 27      -  34 48 15.67900(N)    114 27 30.90500(W) AD(       ) 1
 EU0939  NGVD 29 (07/19/86)  262.5    (m)          861.     (f) VERT ANG    3  
 EU0939
 EU0939.Superseded values are not recommended for survey control.
 EU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0939.See file dsdata.txt to determine how the superseded data were derived.
 EU0939
 EU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3241354290(NAD 83)
 EU0939_MARKER: DS = TRIANGULATION STATION DISK
 EU0939_SETTING: 80 = SET IN A BOULDER
 EU0939_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EU0939
 EU0939  HISTORY     - Date     Condition        Report By
 EU0939  HISTORY     - 1934     MONUMENTED       CGS
 EU0939  HISTORY     - 1935     GOOD             CGS
 EU0939  HISTORY     - 1945     GOOD             CGS
 EU0939  HISTORY     - 1948     GOOD             CGS
 EU0939  HISTORY     - 1950     GOOD             CGS
 EU0939
 EU0939                          STATION DESCRIPTION
 EU0939
 EU0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 EU0939'STATION IS LOCATED ON THE E ONE OF TWO ROUNDED KNOLLS OF
 EU0939'NEARLY THE SAME ELEVATION (THE E SLIGHTLY HIGHER), ABOUT 6 MILES
 EU0939'(AIR LINE) A LITTLE E OF N OF TOPOCK, 9 MILES A LITTLE S OF
 EU0939'E OF NEEDLES, CALIF., AND ON THE MESA 1-1/2 MILES E OF U.S.
 EU0939'HIGHWAY 66.  THERE IS A SMALL ROCK CAIRN NEAR THE STATION TO
 EU0939'AID IN ITS RECOVERY.
 EU0939'
 EU0939'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 EU0939'HOLES IN BOULDERS.
 EU0939'
 EU0939'TO REACH STATION FROM TOPOCK, GO N ON U.S. HIGHWAY 66 FOR 6.3
 EU0939'MILES TO WHERE A DEEP WASH CROSSES THE HIGHWAY (THIS WASH IS
 EU0939'0.5 MILE AFTER PASSING THE LEMONADE SPRINGS SERVICE STATION).
 EU0939'DRIVE E UP THIS WASH FOR 1 MILE, OR TO THE FIRST DEEP WASH
 EU0939'COMING IN FROM THE N.  THIS IS THE END OF TRUCK TRAVEL.
 EU0939'RIDGE ON WHICH THE STATION IS LOCATED CAN BE SEEN ABOUT 1/2
 EU0939'MILE UP THIS BRANCH WASH.  GO UP THE WASH ON FOOT TO THE
 EU0939'STATION.  ABOUT A 10-MINUTE WALK TO THE STATION.
 EU0939
 EU0939                          STATION RECOVERY (1935)
 EU0939
 EU0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 EU0939'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 EU0939
 EU0939                          STATION RECOVERY (1945)
 EU0939
 EU0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0939'STATION IS LOCATED ON A LOW RIDGE WHICH IS THE HIGHEST POINT
 EU0939'IN THE VICINITY, ABOUT 6 MILES (AIR LINE) NNE OF TOPOCK,
 EU0939'ABOUT 9 MILES ESE OF NEEDLES, CALIFORNIA, AND ABOUT 1 MILE E OF
 EU0939'U.S. HIGHWAY 66.
 EU0939'
 EU0939'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 EU0939'A BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 EU0939'IS STAMPED TOPOCK 1934.  IT IS LOCATED ON THE HIGHEST PART OF
 EU0939'A RATHER SHARP RIDGE WHICH RUNS FROM NE TO SW AND HAS DEEP
 EU0939'WASHES ON BOTH SIDES OF IT.  IT IS 22 FEET E OF A 3-FOOT ROCK
 EU0939'CAIRN.
 EU0939'
 EU0939'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 EU0939'HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 EU0939'GROUND AND IS STAMPED TOPOCK NO 1 1934.  IT IS AT ABOUT THE
 EU0939'SAME ELEVATION AS THE STATION MARK.
 EU0939'
 EU0939'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 EU0939'HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 EU0939'GROUND AND IS STAMPED TOPOCK NO 2 1934.  IT IS AT ABOUT THE
 EU0939'SAME ELEVATION AS THE STATION MARK.
 EU0939'
 EU0939'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE FLUSH
 EU0939'WITH THE FLOOR OF FOUNDATION OF AN OLD SERVICE STATION AND IS
 EU0939'STAMPED TOPOCK 1945.  IT IS 87.5 FEET NNW OF AN S-CURVE
 EU0939'HIGHWAY SIGN, 70.7 FEET NW OF THE CENTER LINE OF U.S. HIGHWAY
 EU0939'66, 15.7 FEET E OF THE MOST W CORNER OF THE OLD FOUNDATION,
 EU0939'AND 2-1/2 FEET S OF A SMALL ROCK CAIRN.
 EU0939'
 EU0939'TO REACH STATION FROM THE POST OFFICE IN TOPOCK, GO N ON U.S.
 EU0939'HIGHWAY 66 FOR 6.0 MILES TO THE AZIMUTH MARK ON THE LEFT IN
 EU0939'THE FOUNDATION OF AN OLD SERVICE STATION AND ACROSS THE ROAD
 EU0939'FROM AN S-CURVE HIGHWAY SIGN.  CONTINUE FOR 1.1 MILES ALONG
 EU0939'THE HIGHWAY TO A POINT ABOUT 1/10 MILE BEFORE REACHING A DIP
 EU0939'HIGHWAY SIGN.  FROM HERE THE STATION CAN BE SEEN ABOUT 1
 EU0939'MILE ESE ON A LOW RIDGE.  PACK CROSS COUNTRY HERE FOR ABOUT 20
 EU0939'MINUTES TO THE STATION.
 EU0939
 EU0939                          STATION RECOVERY (1948)
 EU0939
 EU0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0939'ALL MARKS ARE IN GOOD CONDITION.
 EU0939'
 EU0939'THE STATION IS ON THE EASTERN END AND HIGHEST POINT OF A LOW
 EU0939'FLAT-TOPPED RIDGE WHICH IS STREWN WITH LAVA ROCK.  IT IS
 EU0939'APPROXIMATELY 5 MILES, AIRLINE, NORTH OF TOPOCK, 9 MILES,
 EU0939'EAST BY SOUTH OF NEEDLES, AND 1 MILE EAST OF U.S. HIGHWAY NO. 66.
 EU0939'THERE ARE A NUMBER OF MESA-LIKE RIDGES IN THE SURROUNDING
 EU0939'AREA THAT ARE NEARLY THE SAME ELEVATION AS THE STATION RIDGE.
 EU0939'
 EU0939'THE STATION MARK, A STANDARD DISK CEMENTED IN THE TOP OF A
 EU0939'BOULDER WHICH IS 12 INCHES LONG, 6 INCHES WIDE, PROJECTING
 EU0939'4 INCHES ABOVE THE SURFACE OF THE GROUND, IS STAMPED TOPOCK 1934.
 EU0939'IT IS 22 FEET EAST OF A SMALL ROCK CAIRN.
 EU0939'
 EU0939'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN THE TOP OF A
 EU0939'BOULDER WHICH IS 4 INCHES LONG, 12 INCHES WIDE, PROJECTING 4
 EU0939'INCHES ABOVE THE SURFACE OF THE GROUND, IS APPROXIMATELY THE
 EU0939'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED TOPOCK NO
 EU0939'1 1934.
 EU0939'
 EU0939'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN THE TOP OF A
 EU0939'12 INCH BY 14 INCH BOULDER, PROJECTING 6 INCHES ABOVE THE
 EU0939'SURFACE OF THE GROUND, IS APPROXIMATELY THE SAME ELEVATION AS
 EU0939'THE STATION MARK.  IT IS STAMPED TOPOCK NO 2 1934.
 EU0939'
 EU0939'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 EU0939'IN THE CENTER OF THE FLOOR OF WHAT WAS ONCE AN OIL STATION.
 EU0939'(ALL OF THE BUILDING HAS BEEN REMOVED EXCEPT THE FLOOR).
 EU0939'IT IS 50 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO. 66,
 EU0939'150 YARDS SOUTHWEST OF A CURVE IN THE HIGHWAY AND 5.8 MILES,
 EU0939'BY HIGHWAY, NORTH OF TOPOCK.  THE DISK IS STAMPED TOPOCK 1945.
 EU0939'
 EU0939'TO REACH THE STATION FROM TOPOCK GO NORTH ON U.S. HIGHWAY NO.
 EU0939'66, FOR 5.8 MILES, TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EU0939'ON THE HIGHWAY FOR 0.5 MILE TO A WASH ON THE RIGHT.  TURN RIGHT
 EU0939'AND GO NORTHEASTERLY UP THE WASH FOR 0.8 MILE TO A POINT
 EU0939'WHERE ANOTHER WASH ENTERS FROM THE NORTH.  TURN UP THIS WASH
 EU0939'AND GO NORTHERLY FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.
 EU0939'THE STATION IS NORTHWEST ON THE RIDGE ABOUT 3/10 MILE.  PACK
 EU0939'NORTHWESTERLY UP A BENCH-LIKE RIDGE 3/10 MILE TO THE HIGHEST
 EU0939'POINT AND STATION.  A 10 MINUTE PACK.
 EU0939
 EU0939                          STATION RECOVERY (1950)
 EU0939
 EU0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 EU0939'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND 1935.  ALL
 EU0939'MARKS ARE IN GOOD CONDITION.
 EU0939'
 EU0939'THE AZIMUTH MARK IS STAMPED TOPOCK 1945.
 EU0939'
 EU0939'NO DISTANCES OR DIRECTIONS WERE MEASURED SINCE THIS STATION WAS
 EU0939'USED FOR A CHECK ANGLE ONLY.
 EU0939'
 EU0939'THE 1934 ROUTE TO THE STATION IS ADEQUATE WITH THE EXCEPTION
 EU0939'THAT THE LEMONADE SPRINGS SERVICE STATION MENTIONED IS NOW
 EU0939'NON EXISTANT.  THE AZIMUTH MARK IS A STANDARD DISK CEMENTED
 EU0939'IN THE CENTER OF THE OLD CONCRETE FLOOR OF THE SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0931 ***********************************************************************
 EU0931  DESIGNATION -  TOPOCK EL PASO NATL GAS CO TK
 EU0931  PID         -  EU0931
 EU0931  STATE/COUNTY-  AZ/MOHAVE
 EU0931  USGS QUAD   -  TOPOCK (1970)
 EU0931
 EU0931                         *CURRENT SURVEY CONTROL
 EU0931  ___________________________________________________________________
 EU0931* NAD 83(1992)-  34 43 47.94391(N)    114 26 08.92199(W)     ADJUSTED  
 EU0931* NAVD 88     -              **(meters)            **(feet)            
 EU0931  ___________________________________________________________________
 EU0931  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 EU0931  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0931  HORZ ORDER  -  THIRD
 EU0931
 EU0931.The horizontal coordinates were established by classical geodetic methods
 EU0931.and adjusted by the National Geodetic Survey in August 1993.
 EU0931
 EU0931
 EU0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0931
 EU0931.The geoid height was determined by GEOID03.
 EU0931
 EU0931;                    North         East     Units Scale Factor Converg.
 EU0931;SPC AZ W     -   413,850.140   150,552.201   MT  0.99998194   -0 23 26.6
 EU0931;SPC AZ W     - 1,357,776.05    493,937.67   iFT  0.99998194   -0 23 26.6
 EU0931;SPC CA 5     -   642,222.078 2,326,339.641   MT  0.99992219   +2 01 53.9
 EU0931;SPC CA 5     - 2,107,023.60  7,632,332.64   sFT  0.99992219   +2 01 53.9
 EU0931;UTM  11      - 3,846,094.254   734,780.186   MT  1.00027944   +1 27 41.4
 EU0931
 EU0931                          SUPERSEDED SURVEY CONTROL
 EU0931
 EU0931  NAD 83(1986)-  34 43 47.94899(N)    114 26 08.92949(W) AD(       ) 4
 EU0931  NAD 27      -  34 43 47.92200(N)    114 26 06.07600(W) AD(       ) 3
 EU0931
 EU0931.Superseded values are not recommended for survey control.
 EU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0931.See file dsdata.txt to determine how the superseded data were derived.
 EU0931
 EU0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU3478046094(NAD 83)
 EU0931_MARKER: 53 = ELEVATED TANK
 EU0931
 EU0931  HISTORY     - Date     Condition        Report By
 EU0931  HISTORY     - 1961     FIRST OBSERVED   CGS
 EU0931
 EU0931                          STATION DESCRIPTION
 EU0931
 EU0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0931'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF NEEDLES, CALIFORNIA,
 EU0931'ABOUT 2-1/2 MILES EAST OF TOPOCK, 1/2 MILE NORTH OF U.S.
 EU0931'HIGHWAY 66 AND AT THE NORTHEASTERLY EDGE OF THE EL PASO
 EU0931'NATURAL GAS COMPANY HOUSING AREA.  IT IS A STEEL STRUCTURE
 EU0931'SUPPORTED BY 4 LEGS, APPROXIMATELY 75 FEET HIGH AND PAINTED
 EU0931'SILVER.
 EU0931'
 EU0931'THE POINT INTERSECTED WAS THE BALL AT TOP OF TANK.
 EU0931'
 EU0931'TO REACH FROM THE FORKS IN ROAD JUST EAST OF BRIDGE, GO EAST
 EU0931'ON U.S. HIGHWAY 66 FOR 2.65 MILES TO THE ENTRANCE TO THE EL
 EU0931'PASO NATURAL GAS COMPANY ON THE LEFT, TURN LEFT FOR 0.45
 EU0931'MILE TO THE NORTHEAST CORNER OF BUILDINGS AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0004 ***********************************************************************
 EU0004  DESIGNATION -  TOPOG
 EU0004  PID         -  EU0004
 EU0004  STATE/COUNTY-  AZ/MOHAVE
 EU0004  USGS QUAD   -  TOPOCK (1970)
 EU0004
 EU0004                         *CURRENT SURVEY CONTROL
 EU0004  ___________________________________________________________________
 EU0004* NAD 83(1986)-  34 43 03.     (N)    114 29 06.     (W)     SCALED    
 EU0004* NAVD 88     -       154.61   (+/-2cm)     507.2    (feet)  VERTCON   
 EU0004  ___________________________________________________________________
 EU0004  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EU0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0004
 EU0004.The horizontal coordinates were scaled from a topographic map and have
 EU0004.an estimated accuracy of +/- 6 seconds.
 EU0004
 EU0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0004.The vertical order pertains to the NGVD 29 superseded value.
 EU0004
 EU0004.The geoid height was determined by GEOID03.
 EU0004
 EU0004;                    North         East    Units  Estimated Accuracy
 EU0004;SPC AZ W     -   412,500.      146,040.      MT  (+/- 180 meters Scaled)
 EU0004
 EU0004                          SUPERSEDED SURVEY CONTROL
 EU0004
 EU0004  NGVD 29 (??/??/??)  153.963  (m)          505.13   (f) ADJUSTED    1 2
 EU0004
 EU0004.Superseded values are not recommended for survey control.
 EU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0004.See file dsdata.txt to determine how the superseded data were derived.
 EU0004
 EU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU303445(NAD 83)
 EU0004_MARKER: DD = SURVEY DISK
 EU0004_SETTING: 80 = SET IN A BOULDER
 EU0004_SP_SET: BOULDER
 EU0004_STAMPING: 505.127
 EU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0004+STABILITY: SURFACE MOTION
 EU0004
 EU0004  HISTORY     - Date     Condition        Report By
 EU0004  HISTORY     - UNK      MONUMENTED       USGS
 EU0004  HISTORY     - 1961     MARK NOT FOUND   NGS
 EU0004
 EU0004                          STATION DESCRIPTION
 EU0004
 EU0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EU0004'AT TOPOCK.
 EU0004'AT TOPOCK, MOHAVE COUNTY, 10 YARDS FROM THE EDGE OF A BLUFF
 EU0004'OVERLOOKING THE COLORADO RIVER, 13-1/2 FEET NORTHEAST OF A LINE
 EU0004'OF FENCE POSTS NEAR THE EDGE OF THE BLUFF, 225 FEET NORTHWEST
 EU0004'OF THE CENTERLINE OF THE AT AND SF RAILWAY TRACK, AND IN THE
 EU0004'TOP OF A BOULDER PROJECTING 1/2 FOOT ABOVE GROUND.  A U.S.
 EU0004'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 505.127.  NOTE-- THE
 EU0004'RAILROAD TRACK HAS BEEN RELOCATED IN THIS AREA AND THE MARK IS
 EU0004'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0271 ***********************************************************************
 GQ0271  DESIGNATION -  TOROWEAP
 GQ0271  PID         -  GQ0271
 GQ0271  STATE/COUNTY-  AZ/MOHAVE
 GQ0271  USGS QUAD   -  MT TRUMBULL SE (1967)
 GQ0271
 GQ0271                         *CURRENT SURVEY CONTROL
 GQ0271  ___________________________________________________________________
 GQ0271* NAD 83(1992)-  36 16 04.28720(N)    113 02 51.95058(W)     ADJUSTED  
 GQ0271* NAVD 88     -      1949.37   (+/-2cm)    6395.6    (feet)  VERTCON   
 GQ0271  ___________________________________________________________________
 GQ0271  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GQ0271  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 GQ0271  HORZ ORDER  -  THIRD
 GQ0271  VERT ORDER  -  THIRD ? (See Below)
 GQ0271
 GQ0271.The horizontal coordinates were established by classical geodetic methods
 GQ0271.and adjusted by the National Geodetic Survey in August 1993.
 GQ0271
 GQ0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0271.The vertical order pertains to the NGVD 29 superseded value.
 GQ0271
 GQ0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0271
 GQ0271.The geoid height was determined by GEOID03.
 GQ0271
 GQ0271;                    North         East     Units Scale Factor Converg.
 GQ0271;SPC AZ W     -   584,480.014   276,457.648   MT  0.99998237   +0 24 55.5
 GQ0271;SPC AZ W     - 1,917,585.35    907,013.28   iFT  0.99998237   +0 24 55.5
 GQ0271;UTM  12      - 4,015,603.457   316,054.177   MT  1.00001691   -1 12 42.2
 GQ0271
 GQ0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0271!SPC AZ W     -   0.99969789  x   0.99998237  =   0.99968026
 GQ0271!UTM  12      -   0.99969789  x   1.00001691  =   0.99971479
 GQ0271
 GQ0271:                Primary Azimuth Mark                     Grid Az
 GQ0271:SPC AZ W     -  EMMA                                     267 31 06.3
 GQ0271:UTM  12      -  EMMA                                     269 08 44.0
 GQ0271
 GQ0271|---------------------------------------------------------------------|
 GQ0271| PID    Reference Object                     Distance      Geod. Az  |
 GQ0271|                                                           dddmmss.s |
 GQ0271| GQ0365 EMMA                                APPROX.11.1 KM 2675601.8 |
 GQ0271|---------------------------------------------------------------------|
 GQ0271
 GQ0271                          SUPERSEDED SURVEY CONTROL
 GQ0271
 GQ0271  NAD 83(1986)-  36 16 04.27902(N)    113 02 51.94550(W) AD(       ) 3
 GQ0271  NGVD 29 (05/08/89) 1948.49   (m)         6392.7    (f) LEVELING    3  
 GQ0271
 GQ0271.Superseded values are not recommended for survey control.
 GQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0271.See file dsdata.txt to determine how the superseded data were derived.
 GQ0271
 GQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF1605415603(NAD 83)
 GQ0271_MARKER: DR = REFERENCE MARK DISK
 GQ0271_SETTING: 0 = UNSPECIFIED SETTING
 GQ0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0271
 GQ0271  HISTORY     - Date     Condition        Report By
 GQ0271  HISTORY     - 1933     MONUMENTED       USGS
 GQ0271
 GQ0271                          STATION DESCRIPTION
 GQ0271
 GQ0271'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0271'LOCATED 2.5 MI S. OF PROMINENT, TWO-TOPPED BUTTE ON TOP OF GRAND
 GQ0271'CANYON RIM, ABOUT 1.75 MI N. OF GRAND CANYON RIM.  ON NORTH END OF
 GQ0271'NARROW, NORTH ONE OF TWO MESAS PROJECTING ABOUT 100 FT. ABOVE
 GQ0271'PLATEAU LYING BETWEEN TOROWEAP VALLEY AND TUCKUP (TUCKET) CANYON,
 GQ0271'ABOUT 5 FT. E. OF STEEP BREAK FALLING IN CLIFF FORM W. TO
 GQ0271'TOROWEAP VALLEY.
 GQ0271'
 GQ0271'TO REACH FROM X-RD. ABOUT 3 MI S. OF HANCOCK KNOLL (SEE STATION
 GQ0271'TUCKUP), DRIVE 1.5 MI SW., RD. TURNS W. INTO RAVINE.  GO 1 MI S.,
 GQ0271'DRY EARTH TANK EAST EDGE OF RD.  GO 0.2 MI S., BIG ROCK CAIRN 35
 GQ0271'YARDS E. OF RD., GO 0.3 MI S. TO DIM T-RD. W., 1.9 MI S. TO T-RD.
 GQ0271'E., 2.2 MI S. TO T-RD. W. ON NORTH SIDE SAGE FLAT, 0.4 MI S. TO
 GQ0271'TWO-TOPPED BUTTE ON RIGHT, GO 2.5 MI S. AND SW. TO END OF RD. AT
 GQ0271'GOOD CAMP SPOT ABOUT 0.2 MI N. OF STATION AND NEAR TOROWEAP RIM.
 GQ0271'
 GQ0271'STATION MARK--STANDARD RM TABLET STAMPED---TOROWEAP 1933---.
 GQ0271'
 GQ0271'RM 1--STANDARD RM TABLET STAMPED---NO 1---.
 GQ0271'
 GQ0271'RM 2--COPPER NAIL AND WASHER IN BLAZE ON 7-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0885 ***********************************************************************
 CY0885  DESIGNATION -  TORRO
 CY0885  PID         -  CY0885
 CY0885  STATE/COUNTY-  AZ/COCHISE
 CY0885  USGS QUAD   -  MONK DRAW (1979)
 CY0885
 CY0885                         *CURRENT SURVEY CONTROL
 CY0885  ___________________________________________________________________
 CY0885* NAD 83(1992)-  32 25 13.49920(N)    109 40 30.46252(W)     ADJUSTED  
 CY0885* NAVD 88     -      1378.7    (meters)    4523.     (feet)  VERTCON   
 CY0885  ___________________________________________________________________
 CY0885  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CY0885  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CY0885  HORZ ORDER  -  SECOND
 CY0885
 CY0885.The horizontal coordinates were established by classical geodetic methods
 CY0885.and adjusted by the National Geodetic Survey in August 1993.
 CY0885
 CY0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0885
 CY0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0885
 CY0885.The geoid height was determined by GEOID03.
 CY0885
 CY0885;                    North         East     Units Scale Factor Converg.
 CY0885;SPC AZ E     -   157,588.865   259,589.422   MT  0.99992635   +0 15 48.7
 CY0885;SPC AZ E     -   517,023.84    851,671.33   iFT  0.99992635   +0 15 48.7
 CY0885;UTM  12      - 3,587,809.480   624,571.573   MT  0.99979136   +0 42 37.4
 CY0885
 CY0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0885!SPC AZ E     -   0.99978778  x   0.99992635  =   0.99971414
 CY0885!UTM  12      -   0.99978778  x   0.99979136  =   0.99957918
 CY0885
 CY0885:                Primary Azimuth Mark                     Grid Az
 CY0885:SPC AZ E     -  KEY                                      011 03 04.8
 CY0885:UTM  12      -  KEY                                      010 36 16.1
 CY0885
 CY0885|---------------------------------------------------------------------|
 CY0885| PID    Reference Object                     Distance      Geod. Az  |
 CY0885|                                                           dddmmss.s |
 CY0885| CY0881 KEY                                 APPROX. 4.2 KM 0111853.5 |
 CY0885| CY0902 TORRO RM 2                           18.082 METERS 15851     |
 CY0885| CY0901 TORRO RM 1                           17.648 METERS 23521     |
 CY0885|---------------------------------------------------------------------|
 CY0885
 CY0885                          SUPERSEDED SURVEY CONTROL
 CY0885
 CY0885  NAD 83(1986)-  32 25 13.49434(N)    109 40 30.45898(W) AD(       ) 2
 CY0885  NGVD 29 (07/20/88) 1377.9    (m)         4521.     (f) VERT ANG    3  
 CY0885
 CY0885.Superseded values are not recommended for survey control.
 CY0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0885.See file dsdata.txt to determine how the superseded data were derived.
 CY0885
 CY0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2457287809(NAD 83)
 CY0885_MARKER: DS = TRIANGULATION STATION DISK
 CY0885_SETTING: 66 = SET IN ROCK OUTCROP
 CY0885_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0885+STABILITY: POSITION/ELEVATION WELL
 CY0885
 CY0885  HISTORY     - Date     Condition        Report By
 CY0885  HISTORY     - 1940     MONUMENTED       USGS
 CY0885  HISTORY     - 1983     GOOD             AZDT
 CY0885
 CY0885                          STATION DESCRIPTION
 CY0885
 CY0885'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0885'THE STATION IS LOCATED 11 MILES WEST AND 6.5 MILES NORTH OF BOWIE, 1
 CY0885'MILE WEST OF U.S. 666 AND 3/4 MILE SOUTH OF GRAHAM COUNTY LINE.
 CY0885'
 CY0885'THE STATION MARK IS A USGS DISK STAMPED---TORRO 1940---.  IT IS SET IN
 CY0885'A DRILL HOLE IN AN OUTCROP.
 CY0885'
 CY0885'REFERENCE MARK 1 IS A USGS DISK STAMPED---TORRO NO 1 1940---.  IT IS
 CY0885'SET IN A DRILL HOLE IN A BOULDER.
 CY0885'
 CY0885'REFERENCE MARK 2 IS A USGS DISK STAMPED---TORRO NO 2 1940---.  IT IS
 CY0885'SET IN A DRILL HOLE IN A BOULDER.
 CY0885'
 CY0885'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0885'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0885'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.75 MILES TO THE
 CY0885'JUNCTION WITH STATE ROUTE 266.  TRAVEL SOUTH ALONG U.S. 666 FOR 12.25
 CY0885'MILES TO A TRACK ROAD ON THE RIGHT AT MILE POST 92.25.  TURN RIGHT
 CY0885'PASSING THROUGH A GATE AND TRAVEL WEST FOR 0.55 MILE TO A GAS LINE
 CY0885'CROSSING.  TURN LEFT AND TRAVEL SOUTH ALONG THE GAS LINE FOR 0.2 MILE
 CY0885'TO THE TOP OF A RIDGE AND A POWER LINE.  TURN RIGHT AND TRAVEL
 CY0885'NORTHWEST FOR 0.2 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1923 ***********************************************************************
 CZ1923  DESIGNATION -  TORTILLA
 CZ1923  PID         -  CZ1923
 CZ1923  STATE/COUNTY-  AZ/PINAL
 CZ1923  USGS QUAD   -  TORTOLITA MTS (1988)
 CZ1923
 CZ1923                         *CURRENT SURVEY CONTROL
 CZ1923  ___________________________________________________________________
 CZ1923* NAD 83(1992)-  32 35 00.01916(N)    111 02 42.31177(W)     ADJUSTED  
 CZ1923* NAVD 88     -              **(meters)            **(feet)            
 CZ1923  ___________________________________________________________________
 CZ1923  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 CZ1923  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CZ1923  HORZ ORDER  -  THIRD
 CZ1923
 CZ1923.The horizontal coordinates were established by classical geodetic methods
 CZ1923.and adjusted by the National Geodetic Survey in August 1993.
 CZ1923
 CZ1923
 CZ1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1923
 CZ1923.The geoid height was determined by GEOID03.
 CZ1923
 CZ1923;                    North         East     Units Scale Factor Converg.
 CZ1923;SPC AZ C     -   175,883.279   295,185.799   MT  0.99998254   +0 28 09.8
 CZ1923;SPC AZ C     -   577,044.88    968,457.35   iFT  0.99998254   +0 28 09.8
 CZ1923;UTM  12      - 3,605,098.264   495,768.512   MT  0.99960022   -0 01 27.4
 CZ1923
 CZ1923                          SUPERSEDED SURVEY CONTROL
 CZ1923
 CZ1923  NAD 83(1986)-  32 35 00.01427(N)    111 02 42.31129(W) AD(       ) 4
 CZ1923  NAD 27      -  32 34 59.76500(N)    111 02 39.91900(W) AD(       ) 3
 CZ1923
 CZ1923.Superseded values are not recommended for survey control.
 CZ1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1923.See file dsdata.txt to determine how the superseded data were derived.
 CZ1923
 CZ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9576905098(NAD 83)
 CZ1923_MARKER: 62 = FLAGPOLE
 CZ1923
 CZ1923  HISTORY     - Date     Condition        Report By
 CZ1923  HISTORY     - 1919     FIRST OBSERVED   CGS
 CZ1923
 CZ1923                          STATION DESCRIPTION
 CZ1923
 CZ1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 CZ1923'A FLAG ON THE HIGHEST POINT OF THE NORTH END OF THE TORTILLA
 CZ1923'RANGE AND 3 MILES SOUTHWEST OF MC GUIRES RANCH.  TO REACH
 CZ1923'FROM TUCSON, GO TO A POINT JUST NORTH OF THE TORTILLA RANGE
 CZ1923'AND TAKE ROAD TO MC GUIRES RANCH.  GO THROUGH THE EAST GATE
 CZ1923'AND FOLLOW THE ROAD SOUTH TO A POINT JUST WEST OF THE OLD
 CZ1923'PROSPECT HOLES AND RUINS OF ADOBE HUT.  STATION IS JUST
 CZ1923'EAST OF THESE PROSPECT HOLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2050 ***********************************************************************
 DU2050  DESIGNATION -  TORTILLA
 DU2050  PID         -  DU2050
 DU2050  STATE/COUNTY-  AZ/PINAL
 DU2050  USGS QUAD   -  GRAYBACK (1964)
 DU2050
 DU2050                         *CURRENT SURVEY CONTROL
 DU2050  ___________________________________________________________________
 DU2050* NAD 83(1992)-  33 01 23.43393(N)    111 00 23.41585(W)     ADJUSTED  
 DU2050* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 DU2050  ___________________________________________________________________
 DU2050  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DU2050  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DU2050  HORZ ORDER  -  SECOND
 DU2050
 DU2050.The horizontal coordinates were established by classical geodetic methods
 DU2050.and adjusted by the National Geodetic Survey in August 1993.
 DU2050
 DU2050.The orthometric height was scaled from a topographic map.
 DU2050
 DU2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2050
 DU2050.The geoid height was determined by GEOID03.
 DU2050
 DU2050;                    North         East     Units Scale Factor Converg.
 DU2050;SPC AZ C     -   224,689.692   298,388.305   MT  0.99998911   +0 29 45.8
 DU2050;SPC AZ C     -   737,170.91    978,964.26   iFT  0.99998911   +0 29 45.8
 DU2050;UTM  12      - 3,653,856.271   499,392.545   MT  0.99960000   -0 00 12.8
 DU2050
 DU2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2050!SPC AZ C     -   0.99984051  x   0.99998911  =   0.99982962
 DU2050!UTM  12      -   0.99984051  x   0.99960000  =   0.99944057
 DU2050
 DU2050|---------------------------------------------------------------------|
 DU2050| PID    Reference Object                     Distance      Geod. Az  |
 DU2050|                                                           dddmmss.s |
 DU2050| CH5588 TORTILLA RM 1                        33.071 METERS 25055     |
 DU2050| CH5587 TORTILLA AZ MK                                     2531245.0 |
 DU2050| CH5589 TORTILLA RM 2                        58.019 METERS 33445     |
 DU2050|---------------------------------------------------------------------|
 DU2050
 DU2050                          SUPERSEDED SURVEY CONTROL
 DU2050
 DU2050  NAD 83(1986)-  33 01 23.42880(N)    111 00 23.41512(W) AD(       ) 2
 DU2050  NAD 27      -  33 01 23.19420(N)    111 00 21.01048(W) AD(       ) 2
 DU2050
 DU2050.Superseded values are not recommended for survey control.
 DU2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2050.See file dsdata.txt to determine how the superseded data were derived.
 DU2050
 DU2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9939353856(NAD 83)
 DU2050_MARKER: DS = TRIANGULATION STATION DISK
 DU2050_SETTING: 66 = SET IN ROCK OUTCROP
 DU2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2050+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2008
 DU2050
 DU2050  HISTORY     - Date     Condition        Report By
 DU2050  HISTORY     - 1936     MONUMENTED       CGS
 DU2050  HISTORY     - 20080502 GOOD             GEOCAC
 DU2050
 DU2050                          STATION DESCRIPTION
 DU2050
 DU2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DU2050'ABOUT 22-1/2 MILES EAST OF FLORENCE, ABOUT 6-1/2 MILES
 DU2050'SOUTH-SOUTHWEST OF KELVIN NEAR THE CENTER OF SEC. 3, T. 5 S.,
 DU2050'R. 13 W., 1-1/2 MILES EAST OF THE FLORENCE-WINKELMAN HIGHWAY
 DU2050'AND 0.3 MILE EAST OF FENCE LINE ON THE REDONDO LEASE, ON ONE
 DU2050'OF THE MANY PEAKS OF THE TORILLA RANGE ON THE LAST HIGH RIDGE
 DU2050'EAST BEFORE DROPPING DOWN INTO RIPSEY WASH.  IT IS ON THE
 DU2050'HIGHEST POINT OF THE MORE SOUTHERLY ONE OF TWO HILLS OF
 DU2050'EQUAL HEIGHT.  MARKED BY A STANDARD BRONZE DISK.
 DU2050'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 DU2050'DISK, IS ON THE SAME RIDGE AS THE STATION, NEAR
 DU2050'THE CENTER OF A SMALL RIDGE WHICH JUTS OUT TO THE SOUTHWEST
 DU2050'FROM THE HIGHEST POINT AND 33.071 METERS (108.50 FEET)
 DU2050'FROM STATION S 70 DEG 55 MIN W.  REFERENCE MARK NO.
 DU2050'2, A STANDARD BRONZE REFERENCE DISK, IS ON
 DU2050'THE SOUTH SLOPE OF THE FIRST HILL NORTH OF THE STATION
 DU2050'SITE AND 58.019 METERS (190.35 FEET) FROM STATION
 DU2050'N 25 DEG 15 MIN W.  THE AZIMUTH MARK, A STANDARD BRONZE
 DU2050'DISK, IS ON THE FIRST HILL TO THE SOUTHWEST,
 DU2050'ON THE NORTH END OF THE HIGHEST POINT OF THE HILL, ON A
 DU2050'LEDGE WHICH PROJECTS ABOUT 2 FEET, AND 0.6 MILE FROM
 DU2050'STATION S 73 DEG 13 MIN W.
 DU2050
 DU2050                          STATION RECOVERY (2008)
 DU2050
 DU2050'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2050'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DU2050'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DU2050' 
 DU2050'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF
 DU2050'FLORENCE-KELVIN HIGHWAY AND ARIZONA STATE ROUTE 177 TAKE
 DU2050'FLORENCE-KELVIN HIGHWAY SOUTH FOR 10.3 MILES TO GREEN METAL GATE AND
 DU2050'DIRT ROAD ON THE LEFT. TURN LEFT THROUGH THE GATE AND GO SOUTHEAST ON
 DU2050'THE DIRT ROAD FOR 1.2 MILES TO A BARBWIRE GATE AND DIRT ROAD ON THE
 DU2050'LEFT. TURN LEFT THROUGH THE BARBWIRE GATE AND GO EAST ON THE DIRT ROAD
 DU2050'FOR 0.6 MILES TO A WOODEN FENCE.
 DU2050'WITH A HIGH CLEARANCE 4X4 VEHICLE TURN RIGHT AND CONTINUE SOUTHEAST ON
 DU2050'THE RUTTED DIRT ROAD FOR 0.2 MILES TO A RUTTED TRACK ROAD ON THE LEFT.
 DU2050'TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.2 MILES TO THE TOP OF
 DU2050'THE HILL AND THE POWER LINE ROAD. PARK AND PACK NORTH 0.2 MILES TO THE
 DU2050'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1964 ***********************************************************************
 CZ1964  DESIGNATION -  TORTOLLITA
 CZ1964  PID         -  CZ1964
 CZ1964  STATE/COUNTY-  AZ/PIMA
 CZ1964  USGS QUAD   -  MARANA (1992)
 CZ1964
 CZ1964                         *CURRENT SURVEY CONTROL
 CZ1964  ___________________________________________________________________
 CZ1964* NAD 83(1992)-  32 29 43.77933(N)    111 07 59.82861(W)     ADJUSTED  
 CZ1964* NAVD 88     -       993.6    (meters)    3260.     (feet)  VERTCON   
 CZ1964  ___________________________________________________________________
 CZ1964  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 CZ1964  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CZ1964  HORZ ORDER  -  FIRST
 CZ1964
 CZ1964.The horizontal coordinates were established by classical geodetic methods
 CZ1964.and adjusted by the National Geodetic Survey in August 1993.
 CZ1964
 CZ1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1964
 CZ1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1964
 CZ1964.The geoid height was determined by GEOID03.
 CZ1964
 CZ1964;                    North         East     Units Scale Factor Converg.
 CZ1964;SPC AZ C     -   166,077.842   286,976.889   MT  0.99996681   +0 25 15.2
 CZ1964;SPC AZ C     -   544,874.81    941,525.23   iFT  0.99996681   +0 25 15.2
 CZ1964;UTM  12      - 3,595,367.471   487,478.621   MT  0.99960193   -0 04 17.8
 CZ1964
 CZ1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1964!SPC AZ C     -   0.99984858  x   0.99996681  =   0.99981540
 CZ1964!UTM  12      -   0.99984858  x   0.99960193  =   0.99945057
 CZ1964
 CZ1964|---------------------------------------------------------------------|
 CZ1964| PID    Reference Object                     Distance      Geod. Az  |
 CZ1964|                                                           dddmmss.s |
 CZ1964| CH5590 TORTOLLITA RM 1                       9.408 METERS 08622     |
 CZ1964| CZ1962 RILLITO PORTLAND CEMENT CO TK       APPROX. 9.6 KM 1883450.2 |
 CZ1964| CZ1927 MARANA ARIZONA PUBLIC SER TANK      APPROX.16.8 KM 2922406.7 |
 CZ1964| CH5591 TORTOLLITA RM 2                      10.559 METERS 31433     |
 CZ1964|---------------------------------------------------------------------|
 CZ1964
 CZ1964                          SUPERSEDED SURVEY CONTROL
 CZ1964
 CZ1964  NAD 83(1986)-  32 29 43.77568(N)    111 07 59.82710(W) AD(       ) 1
 CZ1964  NAD 27      -  32 29 43.52200(N)    111 07 57.46600(W) AD(       ) 1
 CZ1964  NGVD 29 (07/19/86)  993.0    (m)         3258.     (f) VERT ANG    3  
 CZ1964
 CZ1964.Superseded values are not recommended for survey control.
 CZ1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1964.See file dsdata.txt to determine how the superseded data were derived.
 CZ1964
 CZ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8747995367(NAD 83)
 CZ1964_MARKER: DS = TRIANGULATION STATION DISK
 CZ1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1964
 CZ1964  HISTORY     - Date     Condition        Report By
 CZ1964  HISTORY     - 1935     MONUMENTED       CGS
 CZ1964  HISTORY     - 1960     GOOD             CGS
 CZ1964  HISTORY     - 1972     GOOD             AZHD
 CZ1964  HISTORY     - 1975     GOOD             NGS
 CZ1964
 CZ1964                          STATION DESCRIPTION
 CZ1964
 CZ1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1964'ABOUT 20 MILES NORTH BY WEST OF TUCSON AND ABOUT 5 MILES NORTH
 CZ1964'OF THE TOWN OF RILLITO, ON THE NORTHERN AND SLIGHTLY LOWER ONE
 CZ1964'OF TWO PEAKS WHICH ARE ABOUT 200 YARDS APART AND ARE ON THE
 CZ1964'WESTERN END OF THE TORTILLITA MOUNTAINS.  MARKED BY A STANDARD
 CZ1964'BRONZE DISK.  REFERENCE MARK NO. 1,
 CZ1964'A STANDARD BRONZE REFERENCE DISK IS 9,415 METERS
 CZ1964'(30.89 FEET) FROM STATION.  REFERENCE
 CZ1964'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK IS
 CZ1964'10.658 METERS (34.97 FEET) FROM STATION.
 CZ1964'THE AZIMUTH MARK (1936), A STANDARD BRONZE DISK,
 CZ1964'IS 7 PACES SOUTH OF AN EAST-WEST ROAD, 24 PACES
 CZ1964'WEST OF A DIM CROSS ROAD 4 PACES SOUTH OF A TRIANGULAR
 CZ1964'TRENCH WHICH IS JUST SOUTH OF THE ROAD AND THREE-FOURTHS
 CZ1964'MILE FROM STATION.
 CZ1964
 CZ1964                          STATION RECOVERY (1960)
 CZ1964
 CZ1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1964'STATION WAS RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE
 CZ1964'AZIMUTH MARK, WHICH WAS SEARCHED FOR BUT COULD NOT BE FOUND,
 CZ1964'WERE FOUND IN GOOD CONDITION.
 CZ1964'
 CZ1964'THE ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW DESCRIPTION TO REACH
 CZ1964'THE STATION FOLLOWS.
 CZ1964'
 CZ1964'REACHED FROM THE POST OFFICE IN MARANA BY GOING NORTHWEST
 CZ1964'ON STATE HIGHWAY 93 FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN
 CZ1964'RIGHT FOR 0.15 MILE TO FORKS, TAKE RIGHT FORK FOR 0.1 MILE TO
 CZ1964'A CATTLEGUARD, CROSS CATTLEGUARD AND FOLLOW GRADED DIRT ROAD
 CZ1964'FOR 0.55 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE ON DIRT
 CZ1964'ROAD FOR 0.7 MILE TO FORKS AND SIGN DESERT GAME BIRDS RANCH,
 CZ1964'TAKE RIGHT FORK FOR 2.3 MILES TO FORKS, TAKE RIGHT FORK FOR 1.3
 CZ1964'MILES TO A DIM SIDE ROAD LEFT, TURN LEFT AND FOLLOW DIM
 CZ1964'ROAD, AROUND THE SOUTHWEST BASE OF HILL FOR 0.7 MILE TO END
 CZ1964'OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK
 CZ1964'NORTHEAST THEN NORTH TO MOST NORTHERLY POINT OF HILL AND
 CZ1964'STATION.  THERE IS A SLIGHTLY HIGHER POINT ABOUT 200 YARDS
 CZ1964'SOUTH OF THE STATION.
 CZ1964
 CZ1964                          STATION RECOVERY (1972)
 CZ1964
 CZ1964'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1964'GENERAL LOCATION-RECOVERED AS DESCRIBED.
 CZ1964'
 CZ1964'STATION MARK, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 CZ1964'
 CZ1964'AZIMUTH MARK-NOT SEARCHED FOR AT THIS TIME.
 CZ1964
 CZ1964                          STATION RECOVERY (1975)
 CZ1964
 CZ1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JKS)
 CZ1964'STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE AND AZIMUTH MARKS
 CZ1964'WERE NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0685 ***********************************************************************
 DA0685  DESIGNATION -  TOSA
 DA0685  PID         -  DA0685
 DA0685  STATE/COUNTY-  AZ/MARICOPA
 DA0685  USGS QUAD   -  SMURR (1973)
 DA0685
 DA0685                         *CURRENT SURVEY CONTROL
 DA0685  ___________________________________________________________________
 DA0685* NAD 83(1992)-  32 56 24.23295(N)    112 45 04.11137(W)     ADJUSTED  
 DA0685* NAVD 88     -       222.378  (meters)     729.59   (feet)  ADJUSTED  
 DA0685  ___________________________________________________________________
 DA0685  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DA0685  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0685  DYNAMIC HT  -         222.118 (meters)     728.73  (feet)  COMP
 DA0685  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 DA0685
 DA0685  HORZ ORDER  -  SECOND
 DA0685  VERT ORDER  -  FIRST     CLASS II
 DA0685
 DA0685.The horizontal coordinates were established by classical geodetic methods
 DA0685.and adjusted by the National Geodetic Survey in August 1993.
 DA0685
 DA0685.The orthometric height was determined by differential leveling
 DA0685.and adjusted in June 1991.
 DA0685
 DA0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0685
 DA0685.The geoid height was determined by GEOID03.
 DA0685
 DA0685.The dynamic height is computed by dividing the NAVD 88
 DA0685.geopotential number by the normal gravity value computed on the
 DA0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0685.degrees latitude (g = 980.6199 gals.).
 DA0685
 DA0685.The modeled gravity was interpolated from observed gravity values.
 DA0685
 DA0685;                    North         East     Units Scale Factor Converg.
 DA0685;SPC AZ C     -   215,414.143   135,329.576   MT  0.99997505   -0 27 13.6
 DA0685;SPC AZ C     -   706,739.31    443,994.67   iFT  0.99997505   -0 27 13.6
 DA0685;UTM  12      - 3,646,003.118   336,294.595   MT  0.99993045   -0 57 08.7
 DA0685
 DA0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0685!SPC AZ C     -   0.99997000  x   0.99997505  =   0.99994506
 DA0685!UTM  12      -   0.99997000  x   0.99993045  =   0.99990046
 DA0685
 DA0685|---------------------------------------------------------------------|
 DA0685| PID    Reference Object                     Distance      Geod. Az  |
 DA0685|                                                           dddmmss.s |
 DA0685| DA1165 TOSA RM 3                            15.043 METERS 00526     |
 DA0685| DA1550 RNG GILA BENC GBN                   APPROX. 3.5 KM 0564301.7 |
 DA0685| DA0684 TOSA RM 1                            18.237 METERS 08941     |
 DA0685| DA0600 U 319                                              2563346.3 |
 DA0685| DA0686 TOSA RM 2                            18.072 METERS 28627     |
 DA0685|---------------------------------------------------------------------|
 DA0685
 DA0685                          SUPERSEDED SURVEY CONTROL
 DA0685
 DA0685  NAD 83(1986)-  32 56 24.22571(N)    112 45 04.11588(W) AD(       ) 2
 DA0685  NAD 27      -  32 56 24.05980(N)    112 45 01.51390(W) AD(       ) 2
 DA0685  NGVD 29 (??/??/92)  221.809  (m)          727.72   (f) ADJ UNCH    1 2
 DA0685
 DA0685.Superseded values are not recommended for survey control.
 DA0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0685.See file dsdata.txt to determine how the superseded data were derived.
 DA0685
 DA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3629546003(NAD 83)
 DA0685_MARKER: DS = TRIANGULATION STATION DISK
 DA0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0685_STAMPING: TOSA 1960
 DA0685_MARK LOGO: CGS   
 DA0685_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0685+STABILITY: SURFACE MOTION
 DA0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0685+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0685
 DA0685  HISTORY     - Date     Condition        Report By
 DA0685  HISTORY     - 1960     MONUMENTED       CGS
 DA0685  HISTORY     - 1960     GOOD             CGS
 DA0685  HISTORY     - 1974     GOOD             NGS
 DA0685  HISTORY     - 1980     GOOD             NGS
 DA0685  HISTORY     - 1980     GOOD             NGS
 DA0685  HISTORY     - 1980     GOOD             NGS
 DA0685  HISTORY     - 20070417 GOOD             GEOCAC
 DA0685
 DA0685                          STATION DESCRIPTION
 DA0685
 DA0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0685'THE STATION IS 2.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE
 DA0685'JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 85 AT GILA BEND,
 DA0685'0.7 MILE WEST OF HIGHWAY MILE POLE 118, 143 FEET SOUTH OF
 DA0685'THE CENTERLINE OF THE HIGHWAY, 50 FEET NORTH OF THE NORTH
 DA0685'RAIL OF THE RAILROAD, 34-1/2 FEET NORTHWEST OF A TELEPHONE
 DA0685'POLE AND 5.2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 DA0685'
 DA0685'THE STATION, WITH UNDERGROUND MARK, STAMPED TOSA 1960, IS A
 DA0685'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0685'5 INCHES.
 DA0685'
 DA0685'REFERENCE MARK NO. 1, STAMPED TOSA NO 1 1960, IS A STANDARD
 DA0685'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES,
 DA0685'38 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND 26 FEET
 DA0685'EAST OF A TELEPHONE POLE.
 DA0685'
 DA0685'REFERENCE MARK NO. 2, STAMPED TOSA NO 2 1960, IS A STANDARD
 DA0685'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES,
 DA0685'115 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 78 FEET NORTH OF
 DA0685'THE NORTH RAIL OF THE RAILROAD AND 47-1/2 FEET SOUTHEAST OF
 DA0685'A POWER POLE.
 DA0685'
 DA0685'THE BENCH MARK (AZIMUTH MARK), STAMPED U 319 1952, IS A
 DA0685'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 DA0685'NORTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE, 11-1/2
 DA0685'POLES EAST OF MILE POLE 853 AND 6 FEET NORTH OF THE NORTH RAIL
 DA0685'OF THE RAILROAD.  TO REACH FROM THE STATION GO WEST ON U.S.
 DA0685'HIGHWAY 80 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 DA0685
 DA0685                          STATION RECOVERY (1960)
 DA0685
 DA0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0685'2.1 MI W FROM GILA BEND.
 DA0685'2.1 MILES WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0685'85 AT GILA BEND, 0.7 MILE WEST OF HIGHWAY MILE POST 118, 143 FEET
 DA0685'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59.83 FEET WEST OF R.M. 1,
 DA0685'59.29 FEET EAST OF R.M. 2, 50 FEET NORTH OF THE NORTH RAIL OF THE
 DA0685'RAILROAD, 34 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 5.2 FEET SOUTH OF
 DA0685'A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 DA0685'PROJECTING 5 INCHES.
 DA0685
 DA0685                          STATION RECOVERY (1974)
 DA0685
 DA0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CN)
 DA0685'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DA0685'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 DA0685'MARK 1 WAS FOUND GRADED OUT.  THE MARK WAS RESET AND THE
 DA0685'STAMPING CHANGED TO READ, TOSA 1960 NO 3 1974.  THE MARK IS
 DA0685'48 FEET WEST OF WITNESS POST AND SIGN, 2 FEET SOUTH OF A
 DA0685'RAILROAD TIE SET VERTICALLY IN FENCELINE.  THE MARK PROJECTS
 DA0685'6 INCHES.
 DA0685'
 DA0685'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DA0685'
 DA0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DA0685'WEST OF GILA BEND
 DA0685
 DA0685                          STATION RECOVERY (1980)
 DA0685
 DA0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0685'3.4 KM (2.1 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0685'MARTIN AVENUE CROSSING IN GILA BEND, 1.0 KM (0.6 MI) SOUTHWEST OF
 DA0685'THE INTERSTATE HIGHWAY 8 OVERPASS, 15.3 METERS (50.0 FT) NORTHWEST OF
 DA0685'THE NORTHWEST RAIL, 29.4 METERS (96.5 FT) SOUTHEAST OF THE EXTENDED
 DA0685'CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 15.0 METERS
 DA0685'(49.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0685'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 DA0685'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0685
 DA0685                          STATION RECOVERY (1980)
 DA0685
 DA0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0685'3.4 KM (2.1 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0685'MARTIN AVENUE CROSSING IN GILA BEND, 1.0 KM (0.6 MI) SOUTHWEST OF
 DA0685'THE INTERSTATE HIGHWAY 8 OVERPASS, 15.3 METERS (50.0 FT) NORTHWEST OF
 DA0685'THE NORTHWEST RAIL, 29.4 METERS (96.5 FT) SOUTHEAST OF THE EXTENDED
 DA0685'CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 15.0 METERS
 DA0685'(49.0 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0685'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 DA0685'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0685
 DA0685                          STATION RECOVERY (1980)
 DA0685
 DA0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0685'RECOVERED IN GOOD CONDITION.
 DA0685
 DA0685                          STATION RECOVERY (2007)
 DA0685
 DA0685'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0684 ***********************************************************************
 DA0684  DESIGNATION -  TOSA RM 1
 DA0684  PID         -  DA0684
 DA0684  STATE/COUNTY-  AZ/MARICOPA
 DA0684  USGS QUAD   -  SMURR (1973)
 DA0684
 DA0684                         *CURRENT SURVEY CONTROL
 DA0684  ___________________________________________________________________
 DA0684* NAD 83(1986)-  32 56 24.     (N)    112 45 04.     (W)     SCALED    
 DA0684* NAVD 88     -       222.36   (+/-2cm)     729.5    (feet)  VERTCON   
 DA0684  ___________________________________________________________________
 DA0684  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0684
 DA0684.The horizontal coordinates were scaled from a topographic map and have
 DA0684.an estimated accuracy of +/- 6 seconds.
 DA0684
 DA0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0684.The vertical order pertains to the NGVD 29 superseded value.
 DA0684
 DA0684.The geoid height was determined by GEOID03.
 DA0684
 DA0684;                    North         East    Units  Estimated Accuracy
 DA0684;SPC AZ C     -   215,410.      135,330.      MT  (+/- 180 meters Scaled)
 DA0684
 DA0684                          SUPERSEDED SURVEY CONTROL
 DA0684
 DA0684  NGVD 29 (??/??/92)  221.783  (m)          727.63   (f) ADJ UNCH    2 0
 DA0684
 DA0684.Superseded values are not recommended for survey control.
 DA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0684.See file dsdata.txt to determine how the superseded data were derived.
 DA0684
 DA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB362459(NAD 83)
 DA0684_MARKER: DR = REFERENCE MARK DISK
 DA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0684_STAMPING: TOSA NO 1 1960
 DA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0684+STABILITY: SURFACE MOTION
 DA0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0684+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DA0684
 DA0684  HISTORY     - Date     Condition        Report By
 DA0684  HISTORY     - 1960     MONUMENTED       CGS
 DA0684  HISTORY     - 20060128 GOOD             USPSQD
 DA0684  HISTORY     - 20060128 GOOD             USPSQD
 DA0684  HISTORY     - 20070417 MARK NOT FOUND   GEOCAC
 DA0684
 DA0684                          STATION DESCRIPTION
 DA0684
 DA0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0684'2.1 MI W FROM GILA BEND.
 DA0684'2.1 MILES WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0684'85 AT GILA BEND, 145 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DA0684'59.83 FEET EAST OF THE STATION MARK, 38 FEET NORTH OF THE NORTH RAIL
 DA0684'OF THE RAILROAD, 26 FEET EAST OF A TELEPHONE POLE, SET IN A
 DA0684'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 DA0684
 DA0684                          STATION RECOVERY (2006)
 DA0684
 DA0684'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0684'RECOVERED AS DESCRIBED.
 DA0684
 DA0684                          STATION RECOVERY (2006)
 DA0684
 DA0684'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0684'RECOVERED AS DESCRIBED.
 DA0684
 DA0684                          STATION RECOVERY (2007)
 DA0684
 DA0684'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0684'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DA0684'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0686 ***********************************************************************
 DA0686  DESIGNATION -  TOSA RM 2
 DA0686  PID         -  DA0686
 DA0686  STATE/COUNTY-  AZ/MARICOPA
 DA0686  USGS QUAD   -  SMURR (1973)
 DA0686
 DA0686                         *CURRENT SURVEY CONTROL
 DA0686  ___________________________________________________________________
 DA0686* NAD 83(1986)-  32 56 24.     (N)    112 45 04.     (W)     SCALED    
 DA0686* NAVD 88     -       221.846  (meters)     727.84   (feet)  ADJUSTED  
 DA0686  ___________________________________________________________________
 DA0686  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0686  DYNAMIC HT  -         221.586 (meters)     726.99  (feet)  COMP
 DA0686  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 DA0686
 DA0686  VERT ORDER  -  FIRST     CLASS II
 DA0686
 DA0686.The horizontal coordinates were scaled from a topographic map and have
 DA0686.an estimated accuracy of +/- 6 seconds.
 DA0686
 DA0686.The orthometric height was determined by differential leveling
 DA0686.and adjusted in June 1991.
 DA0686
 DA0686.The geoid height was determined by GEOID03.
 DA0686
 DA0686.The dynamic height is computed by dividing the NAVD 88
 DA0686.geopotential number by the normal gravity value computed on the
 DA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0686.degrees latitude (g = 980.6199 gals.).
 DA0686
 DA0686.The modeled gravity was interpolated from observed gravity values.
 DA0686
 DA0686;                    North         East    Units  Estimated Accuracy
 DA0686;SPC AZ C     -   215,410.      135,330.      MT  (+/- 180 meters Scaled)
 DA0686
 DA0686                          SUPERSEDED SURVEY CONTROL
 DA0686
 DA0686  NGVD 29 (??/??/92)  221.280  (m)          725.98   (f) ADJ UNCH    1 2
 DA0686
 DA0686.Superseded values are not recommended for survey control.
 DA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0686.See file dsdata.txt to determine how the superseded data were derived.
 DA0686
 DA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB362459(NAD 83)
 DA0686_MARKER: DR = REFERENCE MARK DISK
 DA0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0686_STAMPING: TOSA NO 2 1960
 DA0686_MARK LOGO: CGS   
 DA0686_PROJECTION: PROJECTING 20 CENTIMETERS
 DA0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0686+STABILITY: SURFACE MOTION
 DA0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0686+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0686
 DA0686  HISTORY     - Date     Condition        Report By
 DA0686  HISTORY     - 1960     MONUMENTED       CGS
 DA0686  HISTORY     - 1980     GOOD             NGS
 DA0686  HISTORY     - 1980     GOOD             NGS
 DA0686  HISTORY     - 1980     GOOD             NGS
 DA0686  HISTORY     - 20060219 MARK NOT FOUND   USPSQD
 DA0686  HISTORY     - 20070417 GOOD             GEOCAC
 DA0686
 DA0686                          STATION DESCRIPTION
 DA0686
 DA0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0686'2.1 MI W FROM GILA BEND.
 DA0686'2.1 MILES WEST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE HIGHWAY
 DA0686'85 AT GILA BEND, 115 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 78
 DA0686'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 59.29 FEET WEST OF THE
 DA0686'STATION MARK, 47 1/2 FEET SOUTHEAST OF A POWER POLE, SET IN A
 DA0686'CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 DA0686
 DA0686                          STATION RECOVERY (1980)
 DA0686
 DA0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0686'3.4 KM (2.1 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0686'MARTIN AVENUE CROSSING IN GILA BEND, 1.0 KM (0.6 MI) SOUTHWEST OF THE
 DA0686'INTERSTATE HIGHWAY 8 OVERPASS, 18.2 METERS (59.5 FT) WEST OF THE
 DA0686'TRIANGULATION STATION TOSA, 23.8 METERS (78.0 FT) NORTHWEST OF THE
 DA0686'NORTHWEST RAIL, 20.9 METERS (68.5 FT) SOUTHEAST OF THE EXTENDED
 DA0686'CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 14.0 METERS
 DA0686'(46.0 FT) EAST OF A POWER POLE, 6.4 METERS (21.0 FT) SOUTHEAST OF THE
 DA0686'SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0686'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0686
 DA0686                          STATION RECOVERY (1980)
 DA0686
 DA0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0686'3.4 KM (2.1 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0686'MARTIN AVENUE CROSSING IN GILA BEND, 1.0 KM (0.6 MI) SOUTHWEST OF THE
 DA0686'INTERSTATE HIGHWAY 8 OVERPASS, 18.2 METERS (59.5 FT) WEST OF THE
 DA0686'TRIANGULATION STATION TOSA, 23.8 METERS (78.0 FT) NORTHWEST OF THE
 DA0686'NORTHWEST RAIL, 20.9 METERS (68.5 FT) SOUTHEAST OF THE EXTENDED
 DA0686'CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 14.0 METERS
 DA0686'(46.0 FT) EAST OF A POWER POLE, 6.4 METERS (21.0 FT) SOUTHEAST OF THE
 DA0686'SOUTHEAST RIGHT-OF-WAY FENCE.
 DA0686'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA0686
 DA0686                          STATION RECOVERY (1980)
 DA0686
 DA0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0686'RECOVERED IN GOOD CONDITION.
 DA0686
 DA0686                          STATION RECOVERY (2006)
 DA0686
 DA0686'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0686'MARK NOT FOUND.  COVERED BY BRUSH.
 DA0686
 DA0686                          STATION RECOVERY (2007)
 DA0686
 DA0686'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1165 ***********************************************************************
 DA1165  DESIGNATION -  TOSA RM 3
 DA1165  PID         -  DA1165
 DA1165  STATE/COUNTY-  AZ/MARICOPA
 DA1165  USGS QUAD   -  SMURR (1973)
 DA1165
 DA1165                         *CURRENT SURVEY CONTROL
 DA1165  ___________________________________________________________________
 DA1165* NAD 83(1986)-  32 56 24.     (N)    112 45 05.     (W)     SCALED    
 DA1165* NAVD 88     -       222.431  (meters)     729.76   (feet)  ADJUSTED  
 DA1165  ___________________________________________________________________
 DA1165  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA1165  DYNAMIC HT  -         222.170 (meters)     728.90  (feet)  COMP
 DA1165  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 DA1165
 DA1165  VERT ORDER  -  FIRST     CLASS II
 DA1165
 DA1165.The horizontal coordinates were scaled from a topographic map and have
 DA1165.an estimated accuracy of +/- 6 seconds.
 DA1165
 DA1165.The orthometric height was determined by differential leveling
 DA1165.and adjusted in June 1991.
 DA1165
 DA1165.The geoid height was determined by GEOID03.
 DA1165
 DA1165.The dynamic height is computed by dividing the NAVD 88
 DA1165.geopotential number by the normal gravity value computed on the
 DA1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1165.degrees latitude (g = 980.6199 gals.).
 DA1165
 DA1165.The modeled gravity was interpolated from observed gravity values.
 DA1165
 DA1165;                    North         East    Units  Estimated Accuracy
 DA1165;SPC AZ C     -   215,410.      135,310.      MT  (+/- 180 meters Scaled)
 DA1165
 DA1165                          SUPERSEDED SURVEY CONTROL
 DA1165
 DA1165.No superseded survey control is available for this station.
 DA1165
 DA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB362459(NAD 83)
 DA1165_MARKER: DR = REFERENCE MARK DISK
 DA1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1165_SP_SET: CONCRETE POST
 DA1165_STAMPING: TOSA NO 3 1960 1974
 DA1165_MARK LOGO: NGS   
 DA1165_PROJECTION: PROJECTING 15 CENTIMETERS
 DA1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1165+STABILITY: SURFACE MOTION
 DA1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1165+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA1165
 DA1165  HISTORY     - Date     Condition        Report By
 DA1165  HISTORY     - 1974     MONUMENTED       NGS
 DA1165  HISTORY     - 1980     GOOD             NGS
 DA1165  HISTORY     - 20060128 GOOD             USPSQD
 DA1165  HISTORY     - 20060128 GOOD             USPSQD
 DA1165  HISTORY     - 20070417 GOOD             GEOCAC
 DA1165
 DA1165                          STATION DESCRIPTION
 DA1165
 DA1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DA1165'3.4 KM (2.1 MI) SW FROM GILA BEND.
 DA1165'3.4 KM (2.1 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1165'MARTIN AVENUE CROSSING IN GILA BEND, 1.0 KM (0.6 MI) SOUTHWEST OF THE
 DA1165'INTERSTATE HIGHWAY 8 OVERPASS, 15.1 METERS (49.5 FT) NORTH OF THE
 DA1165'TRIANGULATION STATION TOSA, 29.6 METERS (97.0 FT) NORTHWEST OF THE
 DA1165'NORTHWEST RAIL, 15.2 METERS (49.8 FT) SOUTHEAST OF THE EXTENDED
 DA1165'CENTERLINE OF THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 0.7 METER
 DA1165'(2.3 FT) SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 DA1165'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DA1165
 DA1165                          STATION RECOVERY (2006)
 DA1165
 DA1165'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1165'RECOVERED AS DESCRIBED.
 DA1165
 DA1165                          STATION RECOVERY (2006)
 DA1165
 DA1165'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA1165'RECOVERED AS DESCRIBED.
 DA1165
 DA1165                          STATION RECOVERY (2007)
 DA1165
 DA1165'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0923 ***********************************************************************
 FQ0923  DESIGNATION -  TOVAR
 FQ0923  PID         -  FQ0923
 FQ0923  STATE/COUNTY-  AZ/NAVAJO
 FQ0923  USGS QUAD   -  TOVAR MESA WEST (1991)
 FQ0923
 FQ0923                         *CURRENT SURVEY CONTROL
 FQ0923  ___________________________________________________________________
 FQ0923* NAD 83(1992)-  35 31 43.93584(N)    110 38 51.94643(W)     ADJUSTED  
 FQ0923* NAVD 88     -      1709.5    (meters)    5609.     (feet)  VERTCON   
 FQ0923  ___________________________________________________________________
 FQ0923  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 FQ0923  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FQ0923  HORZ ORDER  -  THIRD
 FQ0923
 FQ0923.The horizontal coordinates were established by classical geodetic methods
 FQ0923.and adjusted by the National Geodetic Survey in August 1993.
 FQ0923
 FQ0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0923
 FQ0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0923
 FQ0923.The geoid height was determined by GEOID03.
 FQ0923
 FQ0923;                    North         East     Units Scale Factor Converg.
 FQ0923;SPC AZ E     -   502,350.621   169,730.252   MT  0.99992345   -0 16 46.5
 FQ0923;SPC AZ E     - 1,648,131.96    556,857.78   iFT  0.99992345   -0 16 46.5
 FQ0923;UTM  12      - 3,931,752.464   531,934.106   MT  0.99961257   +0 12 16.9
 FQ0923
 FQ0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0923!SPC AZ E     -   0.99973539  x   0.99992345  =   0.99965886
 FQ0923!UTM  12      -   0.99973539  x   0.99961257  =   0.99934806
 FQ0923
 FQ0923|---------------------------------------------------------------------|
 FQ0923| PID    Reference Object                     Distance      Geod. Az  |
 FQ0923|                                                           dddmmss.s |
 FQ0923| CS3422 TOVAR RM 2                            8.480 METERS 04155     |
 FQ0923| FQ0908 MONTEZUMA                           APPROX.15.7 KM 1263340.3 |
 FQ0923| CS3421 TOVAR RM 1                            7.385 METERS 14505     |
 FQ0923|---------------------------------------------------------------------|
 FQ0923
 FQ0923                          SUPERSEDED SURVEY CONTROL
 FQ0923
 FQ0923  NAD 83(1986)-  35 31 43.93451(N)    110 38 51.94817(W) AD(       ) 3
 FQ0923  NGVD 29 (02/23/90) 1708.7    (m)         5606.     (f) VERT ANG    3  
 FQ0923
 FQ0923.Superseded values are not recommended for survey control.
 FQ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0923.See file dsdata.txt to determine how the superseded data were derived.
 FQ0923
 FQ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE3193431752(NAD 83)
 FQ0923_MARKER: DS = TRIANGULATION STATION DISK
 FQ0923_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0923
 FQ0923  HISTORY     - Date     Condition        Report By
 FQ0923  HISTORY     - 1965     MONUMENTED       USGS
 FQ0923
 FQ0923                          STATION DESCRIPTION
 FQ0923
 FQ0923'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0923'LOCATED ABOUT 24 MI S. OF ORAIBI, 14 MI W. OF TEES TO TRADING
 FQ0923'POST.  ON SOUTH END OF TOVAR MESA, ON SMALL BUTTE SEPARATED FROM
 FQ0923'MAIN MESA BY GAP.
 FQ0923'
 FQ0923'TO REACH FROM SECOND MESA POST OFFICE, GO 0.1 MI E. TO WINSLOW
 FQ0923'TURNOFF.  TURN RIGHT 6 MI TO T-RD. RIGHT.  TURN RIGHT FOLLOWING
 FQ0923'DIRT RD. 0.4 MI TO Y-RD.  TAKE RIGHT FORK 0.1 MI TO Y-RD.  TURN
 FQ0923'LEFT 1.6 MI TO Y-RD.  GO LEFT 2.5 MI TO Y-RD.  TURN RIGHT 0.45 MI
 FQ0923'TO Y-RD.  TURN RIGHT 2.55 MI TO Y-RD.  CONTINUE RIGHT 4.9 MI TO
 FQ0923'Y-RD. LEFT, CONTINUE 1 MI TO Y-RD.  KEEP RIGHT 1.1 MI.  TURN LEFT
 FQ0923'CROSS-COUNTRY 3.4 MI TO BASE OF MESA (4-WHEEL DRIVE RECOMMENDED).
 FQ0923'
 FQ0923'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---TOVAR 1965---, IN
 FQ0923'CONCRETE POST PROJECTING 0.3 FT.
 FQ0923'
 FQ0923'RM 1--STEEL ROD STAMPED---1---, DRIVEN IN GROUND WITH CONCRETE
 FQ0923'POURED AROUND BASE.
 FQ0923'
 FQ0923'RM 2--STEEL ROD STAMPED---2---, DRIVEN IN GROUND WITH CONCRETE
 FQ0923'POURED AROUND BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1909 ***********************************************************************
 CZ1909  DESIGNATION -  TOVREA
 CZ1909  PID         -  CZ1909
 CZ1909  STATE/COUNTY-  AZ/PINAL
 CZ1909  USGS QUAD   -  NINETYSIX HILLS SW (1993)
 CZ1909
 CZ1909                         *CURRENT SURVEY CONTROL
 CZ1909  ___________________________________________________________________
 CZ1909* NAD 83(1992)-  32 50 53.84261(N)    111 13 44.15134(W)     ADJUSTED  
 CZ1909* NAVD 88     -       684.0    (meters)    2244.     (feet)  VERTCON   
 CZ1909  ___________________________________________________________________
 CZ1909  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 CZ1909  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CZ1909  HORZ ORDER  -  SECOND
 CZ1909
 CZ1909.The horizontal coordinates were established by classical geodetic methods
 CZ1909.and adjusted by the National Geodetic Survey in August 1993.
 CZ1909
 CZ1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1909
 CZ1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1909
 CZ1909.The geoid height was determined by GEOID03.
 CZ1909
 CZ1909;                    North         East     Units Scale Factor Converg.
 CZ1909;SPC AZ C     -   205,137.643   277,735.088   MT  0.99995108   +0 22 23.0
 CZ1909;SPC AZ C     -   673,023.76    911,204.36   iFT  0.99995108   +0 22 23.0
 CZ1909;UTM  12      - 3,634,491.735   478,577.678   MT  0.99960566   -0 07 27.0
 CZ1909
 CZ1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1909!SPC AZ C     -   0.99989719  x   0.99995108  =   0.99984828
 CZ1909!UTM  12      -   0.99989719  x   0.99960566  =   0.99950289
 CZ1909
 CZ1909|---------------------------------------------------------------------|
 CZ1909| PID    Reference Object                     Distance      Geod. Az  |
 CZ1909|                                                           dddmmss.s |
 CZ1909| CH5592 TOVREA RM 1                          13.647 METERS 23308     |
 CZ1909| CH5593 TOVREA RM 2                          13.589 METERS 31615     |
 CZ1909| CZ1910 DOUBLE                              APPROX. 2.7 KM 3215612.6 |
 CZ1909|---------------------------------------------------------------------|
 CZ1909
 CZ1909                          SUPERSEDED SURVEY CONTROL
 CZ1909
 CZ1909  NAD 83(1986)-  32 50 53.83566(N)    111 13 44.15031(W) AD(       ) 2
 CZ1909  NAD 27      -  32 50 53.59010(N)    111 13 41.74797(W) AD(       ) 2
 CZ1909  NGVD 29 (07/19/86)  683.4    (m)         2242.     (f) VERT ANG    3  
 CZ1909
 CZ1909.Superseded values are not recommended for survey control.
 CZ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1909.See file dsdata.txt to determine how the superseded data were derived.
 CZ1909
 CZ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7857834492(NAD 83)
 CZ1909_MARKER: DD = SURVEY DISK
 CZ1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1909+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 CZ1909
 CZ1909  HISTORY     - Date     Condition        Report By
 CZ1909  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1909  HISTORY     - 19950921 GOOD             USPSQD
 CZ1909  HISTORY     - 20071214 GOOD             GEOCAC
 CZ1909
 CZ1909                          STATION DESCRIPTION
 CZ1909
 CZ1909'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1909'THE STATION IS ABOUT 16.5 MILES SOUTHEAST OF FLORENCE, 25.5 MILES
 CZ1909'NORTHWEST OF ORACLE JUNCTION ALONG THE WEST R/W OF U.S. HWY. 80-89.
 CZ1909'
 CZ1909'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED TOVREA 1977
 CZ1909'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CZ1909'IS 56 FEET WEST OF HWY. CENTERLINE, 80 FEET NORTH OF A WASH THAT
 CZ1909'CROSSES UNDER HWY. AND IS MARKED BY A WITNESS POST AND SIGN 2.2
 CZ1909'FEET TO THE WEST.
 CZ1909'
 CZ1909'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED TOVREA RM
 CZ1909'1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CZ1909'
 CZ1909'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED TOVREA RM
 CZ1909'2 1976 ALSO SET IN A 10 INCH CONCRETE MONUMENT.
 CZ1909'
 CZ1909'TO REACH THE STATION FROM JUNCTION OF ARIZONA HWY. 287 AND
 CZ1909'U.S. HWY. 80-89, 0.8 MILE SOUTH OF FLORENCE, GO SOUTH ON HWY. 80-89
 CZ1909'TO MILE POST 117.96 AND STATION IN THE WEST R/W.
 CZ1909'
 CZ1909'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1909
 CZ1909                          STATION RECOVERY (1995)
 CZ1909
 CZ1909'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1909'RECOVERED IN GOOD CONDITION.
 CZ1909
 CZ1909                          STATION RECOVERY (2007)
 CZ1909
 CZ1909'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ1909'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 CZ1909'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 CZ1909'U.S. HWY. 80-89 IS NOW ARIZONA HWY. 79.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0556 ***********************************************************************
 GP0556  DESIGNATION -  TOWER
 GP0556  PID         -  GP0556
 GP0556  STATE/COUNTY-  AZ/COCONINO
 GP0556  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0556
 GP0556                         *CURRENT SURVEY CONTROL
 GP0556  ___________________________________________________________________
 GP0556* NAD 83(1992)-  36 58 09.72217(N)    111 18 36.70149(W)     ADJUSTED  
 GP0556* NAVD 88     -      1610.9    (meters)    5285.     (feet)  VERTCON   
 GP0556  ___________________________________________________________________
 GP0556  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GP0556  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GP0556  HORZ ORDER  -  SECOND
 GP0556
 GP0556.The horizontal coordinates were established by classical geodetic methods
 GP0556.and adjusted by the National Geodetic Survey in November 1997.
 GP0556
 GP0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0556
 GP0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0556
 GP0556.The geoid height was determined by GEOID03.
 GP0556
 GP0556;                    North         East     Units Scale Factor Converg.
 GP0556;SPC AZ C     -   662,242.773   267,359.599   MT  0.99993591   +0 21 53.0
 GP0556;SPC AZ C     - 2,172,712.51    877,164.04   iFT  0.99993591   +0 21 53.0
 GP0556;SPC UT S     - 3,033,612.258   516,902.509   MT  1.00005160   +0 06 58.6
 GP0556;UTM  12      - 4,091,519.140   472,388.976   MT  0.99960939   -0 11 11.6
 GP0556
 GP0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0556!SPC AZ C     -   0.99975095  x   0.99993591  =   0.99968687
 GP0556!SPC UT S     -   0.99975095  x   1.00005160  =   0.99980253
 GP0556!UTM  12      -   0.99975095  x   0.99960939  =   0.99936043
 GP0556
 GP0556:                Primary Azimuth Mark                     Grid Az
 GP0556:SPC AZ C     -  PAGE MUNICIPAL TANK                      241 49 30.9
 GP0556:SPC UT S     -  PAGE MUNICIPAL TANK                      242 04 25.3
 GP0556:UTM  12      -  PAGE MUNICIPAL TANK                      242 22 35.5
 GP0556
 GP0556|---------------------------------------------------------------------|
 GP0556| PID    Reference Object                     Distance      Geod. Az  |
 GP0556|                                                           dddmmss.s |
 GP0556| GP0574 PAGE MUNICIPAL TANK                 APPROX.14.5 KM 2421123.9 |
 GP0556| CH3521 TOWER RM 1                            7.098 METERS 26921     |
 GP0556| CH3522 TOWER RM 2                           14.822 METERS 35020     |
 GP0556|---------------------------------------------------------------------|
 GP0556
 GP0556                          SUPERSEDED SURVEY CONTROL
 GP0556
 GP0556  NAD 83(1992)-  36 58 09.72131(N)    111 18 36.70156(W) AD(       ) 2
 GP0556  NAD 83(1986)-  36 58 09.71676(N)    111 18 36.70207(W) AD(       ) 2
 GP0556  NAD 27      -  36 58 09.75067(N)    111 18 34.15736(W) AD(       ) 2
 GP0556  NGVD 29 (05/08/89) 1609.9    (m)         5282.     (f) VERT ANG    3  
 GP0556
 GP0556.Superseded values are not recommended for survey control.
 GP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0556.See file dsdata.txt to determine how the superseded data were derived.
 GP0556
 GP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7238991519(NAD 83)
 GP0556_MARKER: DD = SURVEY DISK
 GP0556_SETTING: 66 = SET IN ROCK OUTCROP
 GP0556_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0556+STABILITY: POSITION/ELEVATION WELL
 GP0556
 GP0556  HISTORY     - Date     Condition        Report By
 GP0556  HISTORY     - 1954     MONUMENTED       USGS
 GP0556  HISTORY     - 1963     GOOD             USGS
 GP0556
 GP0556                          STATION DESCRIPTION
 GP0556
 GP0556'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0556'LOCATED ABOUT 20 MI NE. OF NAVAJO BRIDGE, 4 MI E. OF JCT. OF
 GP0556'NAVAJO CREEK AND COLORADO RIVER, 2 MI NE. OF NAVAJO CREEK.  ON
 GP0556'PROMINENT, VERTICAL-WALLED BUTTE KNOWN LOCALLY AS TOWER BUTTE, 2
 GP0556'FT LOWER AND 100 FT SE. OF HIGHEST POINT.
 GP0556'
 GP0556'REACHED BY HELICOPTER.  THIS BUTTE WOULD BE VERY DIFFICULT AND
 GP0556'DANGEROUS TO CLIMB.
 GP0556'
 GP0556'STATION MARK--STANDARD TABLET STAMPED---TOWER 1954---, CEMENTED IN
 GP0556'DRILL HOLE ON TOP OF SANDSTONE OUTCROP.
 GP0556'
 GP0556'RMS--NONE SET.
 GP0556
 GP0556                          STATION RECOVERY (1963)
 GP0556
 GP0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (LGB)
 GP0556'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF PAGE, 4-1/2
 GP0556'MILES EAST OF THE JUNCTION OF THE COLORADO RIVER AND NAVAJO
 GP0556'CREEK, 2 MILES SOUTH OF THE ARIZONA-UTAH STATE LINE ON A
 GP0556'HIGH, PROMINENT SANDSTONE MONOLITH, LOCALLY KNOWN AS TOWER
 GP0556'BUTTE.
 GP0556'
 GP0556'TO REACH THE STATION BY HELICOPTER FROM THE PAGE AIRPORT,
 GP0556'FLY NORTHEAST TO THE BUTTE, WHICH IS VISIBLE ABOUT 9 MILES
 GP0556'DISTANT.  THE WALLS OF THE BUTTE ARE VERTICAL AND THERE IS
 GP0556'NO OTHER FEASIBLE WAY TO REACH THE STATION.
 GP0556'
 GP0556'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 GP0556'TOWER TA29 1954, CEMENTED IN A DRILL HOLE IN BEDROCK, NEAR A
 GP0556'POINT WHERE THE TOP OF THE BUTTE STARTS TO DROP OFF TO THE
 GP0556'SOUTHEAST.  IT IS 127 FEET SOUTHEAST OF A FIVE-FOOT CAIRN THAT
 GP0556'IS ON THE HIGHEST POINT OF THE BUTTE AND 98 FEET NORTHEAST
 GP0556'OF THE SOUTHERN-MOST POINT OF THE BUTTE.
 GP0556'
 GP0556'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TOWER USGS NO
 GP0556'1 1963, CEMENTED IN A DRILL HOLE IN BEDROCK, NEAR A POINT
 GP0556'WHERE THE TOP OF THE BUTTE STARTS TO DROP OFF TO THE WEST.
 GP0556'IT IS 113 FEET SOUTHEAST OF THE CAIRN AND 90 FEET NORTH OF
 GP0556'THE SOUTHERN-MOST POINT OF THE BUTTE.
 GP0556'
 GP0556'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TOWER USGS NO
 GP0556'2 1963, CEMENTED INA DRILL HOLE IN AN OUTCROP OF BEDROCK 18
 GP0556'BY 36 INCHES IN CROSS SECTION PROJECTING 3 INCHES.  IT IS 90.5
 GP0556'FEET SOUTHEAST OF THE CAIRN AND ABOUT ONE FOOT HIGHER THAN
 GP0556'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2133 ***********************************************************************
 DU2133  DESIGNATION -  TOWER
 DU2133  PID         -  DU2133
 DU2133  STATE/COUNTY-  AZ/MARICOPA
 DU2133  USGS QUAD   -  GILA BUTTE (1981)
 DU2133
 DU2133                         *CURRENT SURVEY CONTROL
 DU2133  ___________________________________________________________________
 DU2133* NAD 83(1992)-  33 14 54.31406(N)    111 45 07.13010(W)     ADJUSTED  
 DU2133* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 DU2133  ___________________________________________________________________
 DU2133  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DU2133  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU2133  HORZ ORDER  -  SECOND
 DU2133
 DU2133.The horizontal coordinates were established by classical geodetic methods
 DU2133.and adjusted by the National Geodetic Survey in August 1993.
 DU2133
 DU2133.The orthometric height was scaled from a topographic map.
 DU2133
 DU2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2133
 DU2133.The geoid height was determined by GEOID03.
 DU2133
 DU2133;                    North         East     Units Scale Factor Converg.
 DU2133;SPC AZ C     -   249,312.377   228,705.643   MT  0.99990290   +0 05 25.1
 DU2133;SPC AZ C     -   817,953.99    750,346.60   iFT  0.99990290   +0 05 25.1
 DU2133;UTM  12      - 3,679,079.464   429,949.818   MT  0.99966050   -0 24 44.3
 DU2133
 DU2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2133!SPC AZ C     -   0.99994291  x   0.99990290  =   0.99984581
 DU2133!UTM  12      -   0.99994291  x   0.99966050  =   0.99960343
 DU2133
 DU2133|---------------------------------------------------------------------|
 DU2133| PID    Reference Object                     Distance      Geod. Az  |
 DU2133|                                                           dddmmss.s |
 DU2133| CH5595 TOWER RM 1                           18.584 METERS 06825     |
 DU2133| CH5596 TOWER RM 2                           18.725 METERS 26923     |
 DU2133| CH5594 TOWER AZ MK                                        3434030.0 |
 DU2133|---------------------------------------------------------------------|
 DU2133
 DU2133                          SUPERSEDED SURVEY CONTROL
 DU2133
 DU2133  NAD 83(1986)-  33 14 54.30882(N)    111 45 07.13379(W) AD(       ) 2
 DU2133  NAD 27      -  33 14 54.12200(N)    111 45 04.64700(W) AD(       ) 2
 DU2133
 DU2133.Superseded values are not recommended for survey control.
 DU2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2133.See file dsdata.txt to determine how the superseded data were derived.
 DU2133
 DU2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2995079079(NAD 83)
 DU2133_MARKER: DS = TRIANGULATION STATION DISK
 DU2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2133
 DU2133  HISTORY     - Date     Condition        Report By
 DU2133  HISTORY     - 1935     MONUMENTED       CGS
 DU2133  HISTORY     - 1956     SEE DESCRIPTION  AMS
 DU2133  HISTORY     - 1973     MARK NOT FOUND   NGS
 DU2133  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU2133
 DU2133                          STATION DESCRIPTION
 DU2133
 DU2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (FGJ)
 DU2133'STATION IS LOCATED 5 MILES E AND 4 MILES S OF CHANDLER, IN SW
 DU2133'1/4 OF SEC. 16, T 2 S, R 6 E, ON S BANK OF AN IRRIGATION
 DU2133'DITCH WHICH RUNS E AND W, AND 1/4 MILE E OF ROAD.
 DU2133'
 DU2133'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DU2133'DISKS IN CONCRETE AS DESCRIBED.
 DU2133'
 DU2133'AZIMUTH MARK IS LOCATED 1/4 MILE W AND 0.7 MILE N OF STATION,
 DU2133'SET IN CONCRETE ABUTMENT OF IRRIGATION DITCH, 5 FEET S OF A
 DU2133'POWER POLE, 33 FEET W OF CENTER LINE OF ROAD, AND 24 FEET E
 DU2133'OF A PUMP HOUSE.
 DU2133'
 DU2133'STATION IS REACHED FROM CHANDLER HIGH SCHOOL BY GOING S 0.15
 DU2133'MILE TO E. CLEVELAND STREET.  THENCE L, E, ON E. CLEVELAND
 DU2133'STREET 3.0 MILES TO CROSS ROAD.  TURN R, S, AND GO 3.0 MILES
 DU2133'TO CROSS ROAD.  TURN L, E, AND GO 2.0 MILES TO CROSS ROAD.
 DU2133'TURN R, S, AND GO 1.0 MILE TO A SIDE ROAD ON R JUST AFTER
 DU2133'CROSSING AN IRRIGATION DITCH.  TURN L, E, ON TRACK ROAD AND
 DU2133'GO 0.25 MILE TO STATION.
 DU2133
 DU2133                          STATION RECOVERY (1956)
 DU2133
 DU2133'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2133'STATION FOUND DESTROYED.
 DU2133'
 DU2133'REFERENCE MARK 1 FOUND IN GOOD CONDITION.
 DU2133'
 DU2133'REFERENCE MARK 2 NOT FOUND.
 DU2133'
 DU2133'AZIMUTH MARK FOUND IN GOOD CONDITION.
 DU2133
 DU2133                          STATION RECOVERY (1973)
 DU2133
 DU2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2133'THE AREA OF THE STATION HAS BEEN LEVELED FOR FARMING AND NEW
 DU2133'IRRIGATION DITCHES INSTALLED.  A SEARCH OF THE AREA FAILED
 DU2133'TO RECOVER ANY OF THE MARKS.
 DU2133'
 DU2133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 DU2133'MILES SOUTHEAST OF CHANDLER.
 DU2133
 DU2133                          STATION RECOVERY (2007)
 DU2133
 DU2133'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2133'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2133'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0944 ***********************************************************************
 ES0944  DESIGNATION -  TOWER
 ES0944  PID         -  ES0944
 ES0944  STATE/COUNTY-  AZ/NAVAJO
 ES0944  USGS QUAD   -  HANKS DRAW (1990)
 ES0944
 ES0944                         *CURRENT SURVEY CONTROL
 ES0944  ___________________________________________________________________
 ES0944* NAD 83(1992)-  34 24 07.85443(N)    110 40 08.47695(W)     ADJUSTED  
 ES0944* NAVD 88     -      2123.0    (meters)    6965.     (feet)  VERTCON   
 ES0944  ___________________________________________________________________
 ES0944  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ES0944  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0944  HORZ ORDER  -  SECOND
 ES0944
 ES0944.The horizontal coordinates were established by classical geodetic methods
 ES0944.and adjusted by the National Geodetic Survey in August 1993.
 ES0944
 ES0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0944
 ES0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0944
 ES0944.The geoid height was determined by GEOID03.
 ES0944
 ES0944;                    North         East     Units Scale Factor Converg.
 ES0944;SPC AZ E     -   377,376.214   167,174.336   MT  0.99992628   -0 17 01.8
 ES0944;SPC AZ E     - 1,238,110.94    548,472.23   iFT  0.99992628   -0 17 01.8
 ES0944;UTM  12      - 3,806,800.203   530,420.419   MT  0.99961141   +0 11 13.2
 ES0944
 ES0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0944!SPC AZ E     -   0.99967058  x   0.99992628  =   0.99959688
 ES0944!UTM  12      -   0.99967058  x   0.99961141  =   0.99928212
 ES0944
 ES0944:                Primary Azimuth Mark                     Grid Az
 ES0944:SPC AZ E     -  PORTERS                                  195 37 36.7
 ES0944:UTM  12      -  PORTERS                                  195 09 21.7
 ES0944
 ES0944|---------------------------------------------------------------------|
 ES0944| PID    Reference Object                     Distance      Geod. Az  |
 ES0944|                                                           dddmmss.s |
 ES0944| ES0931 PORTERS                             APPROX. 0.9 KM 1952034.9 |
 ES0944|---------------------------------------------------------------------|
 ES0944
 ES0944                          SUPERSEDED SURVEY CONTROL
 ES0944
 ES0944  NAD 83(1986)-  34 24 07.84842(N)    110 40 08.48136(W) AD(       ) 2
 ES0944  NGVD 29 (08/03/87) 2122.1    (m)         6962.     (f) VERT ANG    3  
 ES0944
 ES0944.Superseded values are not recommended for survey control.
 ES0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0944.See file dsdata.txt to determine how the superseded data were derived.
 ES0944
 ES0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3042006800(NAD 83)
 ES0944_MARKER: DS = TRIANGULATION STATION DISK
 ES0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0944+STABILITY: SURFACE MOTION
 ES0944
 ES0944  HISTORY     - Date     Condition        Report By
 ES0944  HISTORY     - 1984     MONUMENTED       AZDT
 ES0944  HISTORY     - 19971011 GOOD             USPSQD
 ES0944
 ES0944                          STATION DESCRIPTION
 ES0944
 ES0944'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0944'THE STATION IS LOCATED 4-1/2 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0944'SIDE OF STATE ROUTE 260.
 ES0944'
 ES0944'THE STATION MARK IS AN AZDT DISK STAMPED---TOWER 1984---.  IT IS SET
 ES0944'IN TOP OF A 10 INCH CONCRETE MONUMENT 42 FEET NORTHWEST OF THE CENTER
 ES0944'LINE OF THE HIGHWAY, 46 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND 4
 ES0944'FEET NORTHWEST OF THE WITNESS POST.
 ES0944'
 ES0944'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0944'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 5.35 MILES TO
 ES0944'MILE POST 298.6 AND THE STATION ON THE RIGHT.
 ES0944
 ES0944                          STATION RECOVERY (1997)
 ES0944
 ES0944'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0568 ***********************************************************************
 FQ0568  DESIGNATION -  TOWER
 FQ0568  PID         -  FQ0568
 FQ0568  STATE/COUNTY-  AZ/COCONINO
 FQ0568  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0568
 FQ0568                         *CURRENT SURVEY CONTROL
 FQ0568  ___________________________________________________________________
 FQ0568* NAD 83(1992)-  35 14 31.48982(N)    111 36 38.00298(W)     ADJUSTED  
 FQ0568* NAVD 88     -      2781.7    (meters)    9126.     (feet)  VERTCON   
 FQ0568  ___________________________________________________________________
 FQ0568  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 FQ0568  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FQ0568  HORZ ORDER  -  THIRD
 FQ0568
 FQ0568.The horizontal coordinates were established by classical geodetic methods
 FQ0568.and adjusted by the National Geodetic Survey in August 1993.
 FQ0568
 FQ0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0568
 FQ0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0568
 FQ0568.The geoid height was determined by GEOID03.
 FQ0568
 FQ0568;                    North         East     Units Scale Factor Converg.
 FQ0568;SPC AZ C     -   470,471.561   241,218.957   MT  0.99990956   +0 10 35.9
 FQ0568;SPC AZ C     - 1,543,541.87    791,400.78   iFT  0.99990956   +0 10 35.9
 FQ0568;UTM  12      - 3,900,060.201   444,449.949   MT  0.99963803   -0 21 08.4
 FQ0568
 FQ0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0568!SPC AZ C     -   0.99956719  x   0.99990956  =   0.99947679
 FQ0568!UTM  12      -   0.99956719  x   0.99963803  =   0.99920538
 FQ0568
 FQ0568                          SUPERSEDED SURVEY CONTROL
 FQ0568
 FQ0568  NAD 83(1986)-  35 14 31.48570(N)    111 36 38.00387(W) AD(       ) 3
 FQ0568  NGVD 29 (05/08/89) 2780.6    (m)         9123.     (f) VERT ANG    3  
 FQ0568
 FQ0568.Superseded values are not recommended for survey control.
 FQ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0568.See file dsdata.txt to determine how the superseded data were derived.
 FQ0568
 FQ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE4445000060(NAD 83)
 FQ0568_MARKER: 43 = RADIO/TV TOWER
 FQ0568
 FQ0568  HISTORY     - Date     Condition        Report By
 FQ0568  HISTORY     - 1965     FIRST OBSERVED   USGS
 FQ0568
 FQ0568                          STATION DESCRIPTION
 FQ0568
 FQ0568'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0568'NOT OCCUPIED.
 FQ0568'
 FQ0568'LOCATED ABOUT 6.2 MI SSE. OF AGASSIZ PEAK, ABOUT 4.5 MI NNE. OF
 FQ0568'FLAGSTAFF, ABOUT 1.5 MI NW. OF ELDEN MTN.  ON PROMINENT POINT
 FQ0568'KNOWN AS DEVILS HEAD.
 FQ0568'
 FQ0568'STATION MARK--CENTER OF USBR TRIANGULAR RADIO RELAY TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0688 ***********************************************************************
 ER0688  DESIGNATION -  TOWER
 ER0688  PID         -  ER0688
 ER0688  STATE/COUNTY-  AZ/APACHE
 ER0688  USGS QUAD   -  CEADRO SPRING (1984)
 ER0688
 ER0688                         *CURRENT SURVEY CONTROL
 ER0688  ___________________________________________________________________
 ER0688* NAD 83(1992)-  34 50 24.04416(N)    109 14 14.39413(W)     ADJUSTED  
 ER0688* NAVD 88     -      1922.4    (meters)    6307.     (feet)  VERTCON   
 ER0688  ___________________________________________________________________
 ER0688  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 ER0688  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ER0688  HORZ ORDER  -  SECOND
 ER0688
 ER0688.The horizontal coordinates were established by classical geodetic methods
 ER0688.and adjusted by the National Geodetic Survey in August 1993.
 ER0688
 ER0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0688
 ER0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0688
 ER0688.The geoid height was determined by GEOID03.
 ER0688
 ER0688;                    North         East     Units Scale Factor Converg.
 ER0688;SPC AZ E     -   426,220.907   298,354.888   MT  0.99998901   +0 31 51.4
 ER0688;SPC AZ E     - 1,398,362.56    978,854.62   iFT  0.99998901   +0 31 51.4
 ER0688;UTM  12      - 3,856,717.816   661,167.744   MT  0.99992015   +1 00 25.9
 ER0688
 ER0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0688!SPC AZ E     -   0.99970196  x   0.99998901  =   0.99969097
 ER0688!UTM  12      -   0.99970196  x   0.99992015  =   0.99962213
 ER0688
 ER0688|---------------------------------------------------------------------|
 ER0688| PID    Reference Object                     Distance      Geod. Az  |
 ER0688|                                                           dddmmss.s |
 ER0688| CS5198 TOWER RM 1                            6.845 METERS 01954     |
 ER0688| CS5199 TOWER RM 2                            7.929 METERS 16157     |
 ER0688|---------------------------------------------------------------------|
 ER0688
 ER0688                          SUPERSEDED SURVEY CONTROL
 ER0688
 ER0688  NAD 83(1986)-  34 50 24.04057(N)    109 14 14.39917(W) AD(       ) 2
 ER0688  NGVD 29 (01/29/91) 1921.5    (m)         6304.     (f) VERT ANG    3  
 ER0688
 ER0688.Superseded values are not recommended for survey control.
 ER0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0688.See file dsdata.txt to determine how the superseded data were derived.
 ER0688
 ER0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6116856718(NAD 83)
 ER0688_MARKER: DS = TRIANGULATION STATION DISK
 ER0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0688+STABILITY: SURFACE MOTION
 ER0688
 ER0688  HISTORY     - Date     Condition        Report By
 ER0688  HISTORY     - 1982     MONUMENTED       AZDT
 ER0688
 ER0688                          STATION DESCRIPTION
 ER0688
 ER0688'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0688'THE STATION IS LOCATED 24 MILES NORTHEAST OF ST. JOHNS ALONG U.S.
 ER0688'HIGHWAY 666.
 ER0688'
 ER0688'THE STATION MARK IS AN AZDT DISK STAMPED---TOWER 1982---SET IN TOP OF
 ER0688'A 10 INCH CONCRETE MONUMENT.  IT IS 65 FEET EAST OF THE CENTER LINE OF
 ER0688'THE HIGHWAY AND 4 FEET EAST OF THE WITNESS POST.
 ER0688'
 ER0688'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TOWER RM 1 1982---SET IN
 ER0688'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0688'
 ER0688'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TOWER RM 2 1982---SET IN
 ER0688'TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0688'
 ER0688'TO REACH THE STATION FROM THE POST OFFICE IN ST. JOHNS, TRAVEL EAST ON
 ER0688'U.S. HIGHWAY 180 AND STATE ROUTE 61 FOR 0.25 MILE TO U.S. HIGHWAY 666.
 ER0688'TRAVEL NORTHEAST ALONG U.S. 666 FOR 26 MILES TO THE TOP OF THE HILL
 ER0688'AND STATION ON THE RIGHT.  THE STATION IS ON THE SOUTHEAST HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1196 ***********************************************************************
 CG1196  DESIGNATION -  TOWER
 CG1196  PID         -  CG1196
 CG1196  STATE/COUNTY-  AZ/COCHISE
 CG1196  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1196
 CG1196                         *CURRENT SURVEY CONTROL
 CG1196  ___________________________________________________________________
 CG1196* NAD 83(1992)-  31 42 29.00594(N)    110 16 56.29550(W)     ADJUSTED  
 CG1196* NAVD 88     -      1285.1    (meters)    4216.     (feet)  VERTCON   
 CG1196  ___________________________________________________________________
 CG1196  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CG1196  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CG1196  HORZ ORDER  -  SECOND
 CG1196
 CG1196.The horizontal coordinates were established by classical geodetic methods
 CG1196.and adjusted by the National Geodetic Survey in August 1993.
 CG1196
 CG1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1196
 CG1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1196
 CG1196.The geoid height was determined by GEOID03.
 CG1196
 CG1196;                    North         East     Units Scale Factor Converg.
 CG1196;SPC AZ E     -    78,504.213   202,399.648   MT  0.99990148   -0 03 38.8
 CG1196;SPC AZ E     -   257,559.75    664,040.84   iFT  0.99990148   -0 03 38.8
 CG1196;UTM  12      - 3,508,300.649   568,004.913   MT  0.99965704   +0 22 38.0
 CG1196
 CG1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1196!SPC AZ E     -   0.99980263  x   0.99990148  =   0.99970413
 CG1196!UTM  12      -   0.99980263  x   0.99965704  =   0.99945974
 CG1196
 CG1196|---------------------------------------------------------------------|
 CG1196| PID    Reference Object                     Distance      Geod. Az  |
 CG1196|                                                           dddmmss.s |
 CG1196| CS6163 TOWER RM 1                           10.813 METERS 24544     |
 CG1196| CS6164 TOWER RM 2                           11.505 METERS 35512     |
 CG1196|---------------------------------------------------------------------|
 CG1196
 CG1196                          SUPERSEDED SURVEY CONTROL
 CG1196
 CG1196  NAD 83(1986)-  31 42 29.00024(N)    110 16 56.29023(W) AD(       ) 2
 CG1196  NGVD 29 (06/28/91) 1284.3    (m)         4214.     (f) VERT ANG    3  
 CG1196
 CG1196.Superseded values are not recommended for survey control.
 CG1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1196.See file dsdata.txt to determine how the superseded data were derived.
 CG1196
 CG1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6800508301(NAD 83)
 CG1196_MARKER: DS = TRIANGULATION STATION DISK
 CG1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1196+STABILITY: SURFACE MOTION
 CG1196
 CG1196  HISTORY     - Date     Condition        Report By
 CG1196  HISTORY     - 1986     MONUMENTED       AZDT
 CG1196  HISTORY     - 19981001 GOOD             USPSQD
 CG1196
 CG1196                          STATION DESCRIPTION
 CG1196
 CG1196'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1196'THE STATION IS LOCATED 13 MILES WEST OF TOMBSTONE ALONG THE NORTH SIDE
 CG1196'OF STATE ROUTE 82.
 CG1196'
 CG1196'THE STATION MARK IS AN AZDT DISK STAMPED---TOWER 1986---.  IT IS SET
 CG1196'IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 62 FEET NORTH OF
 CG1196'THE CENTER LINE OF STATE ROUTE 82, 6.5 FEET SOUTHEAST OF THE WITNESS
 CG1196'POST.  IT IS SET AT A FENCE CORNER.
 CG1196'
 CG1196'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TOWER RM 1 1986---.  IT IS
 CG1196'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTH OF THE
 CG1196'RIGHT OF WAY FENCE.
 CG1196'
 CG1196'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TOWER RM 2 1986---.  IT IS
 CG1196'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET SOUTH OF THE
 CG1196'RIGHT OF WAY FENCE.
 CG1196'
 CG1196'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1196'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION OF STATE
 CG1196'ROUTE 82.  TURN RIGHT AND TRAVEL EAST ALONG S.R. 82 FOR 4.25 MILES TO
 CG1196'THE STATION ON THE LEFT AT MILE POST 55.8.
 CG1196
 CG1196                          STATION RECOVERY (1998)
 CG1196
 CG1196'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2287 ***********************************************************************
 DV2287  DESIGNATION -  TOWER
 DV2287  PID         -  DV2287
 DV2287  STATE/COUNTY-  AZ/MARICOPA
 DV2287  USGS QUAD   -  SOCORRO PEAK (1989)
 DV2287
 DV2287                         *CURRENT SURVEY CONTROL
 DV2287  ___________________________________________________________________
 DV2287* NAD 83(1992)-  33 51 32.69704(N)    113 25 33.72421(W)     ADJUSTED  
 DV2287* NAVD 88     -       626.4    (meters)    2055.     (feet)  VERTCON   
 DV2287  ___________________________________________________________________
 DV2287  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DV2287  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DV2287  HORZ ORDER  -  SECOND
 DV2287
 DV2287.The horizontal coordinates were established by classical geodetic methods
 DV2287.and adjusted by the National Geodetic Survey in August 1993.
 DV2287
 DV2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2287
 DV2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2287
 DV2287.The geoid height was determined by GEOID03.
 DV2287
 DV2287;                    North         East     Units Scale Factor Converg.
 DV2287;SPC AZ C     -   318,049.781    73,695.330   MT  1.00014040   -0 50 27.9
 DV2287;SPC AZ C     - 1,043,470.41    241,782.58   iFT  1.00014040   -0 50 27.9
 DV2287;SPC AZ W     -   317,082.475   243,336.877   MT  0.99994441   +0 10 49.8
 DV2287;SPC AZ W     - 1,040,296.83    798,349.33   iFT  0.99994441   +0 10 49.8
 DV2287;UTM  12      - 3,749,179.777   275,566.068   MT  1.00022099   -1 21 08.0
 DV2287
 DV2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2287!SPC AZ C     -   0.99990643  x   1.00014040  =   1.00004681
 DV2287!SPC AZ W     -   0.99990643  x   0.99994441  =   0.99985084
 DV2287!UTM  12      -   0.99990643  x   1.00022099  =   1.00012740
 DV2287
 DV2287|---------------------------------------------------------------------|
 DV2287| PID    Reference Object                     Distance      Geod. Az  |
 DV2287|                                                           dddmmss.s |
 DV2287| CS6662 TOWER RM 1                           16.496 METERS 03019     |
 DV2287| CS6663 TOWER RM 2                           16.529 METERS 28432     |
 DV2287|---------------------------------------------------------------------|
 DV2287
 DV2287                          SUPERSEDED SURVEY CONTROL
 DV2287
 DV2287  NAD 83(1986)-  33 51 32.69267(N)    113 25 33.72883(W) AD(       ) 2
 DV2287  NGVD 29 (11/27/91)  625.7    (m)         2053.     (f) VERT ANG    3  
 DV2287
 DV2287.Superseded values are not recommended for survey control.
 DV2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2287.See file dsdata.txt to determine how the superseded data were derived.
 DV2287
 DV2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC7556649180(NAD 83)
 DV2287_MARKER: DS = TRIANGULATION STATION DISK
 DV2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2287+STABILITY: SURFACE MOTION
 DV2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2287+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV2287
 DV2287  HISTORY     - Date     Condition        Report By
 DV2287  HISTORY     - 1985     MONUMENTED       AZDT
 DV2287  HISTORY     - 20070210 GOOD             USPSQD
 DV2287
 DV2287                          STATION DESCRIPTION
 DV2287
 DV2287'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2287'THE STATION IS LOCATED 7-1/4 MILES NORTHEAST OF WENDEN ALONG THE NORTH
 DV2287'SIDE OF U.S. HIGHWAY 60.
 DV2287'
 DV2287'THE STATION MARK IS AN AZDT DISK STAMPED---TOWER 1985---.  IT IS SET
 DV2287'IN TOP OF A 10 INCH CONCRETE MONUMENT 75 FEET NORTHWEST OF THE CENTER
 DV2287'LINE OF U.S. 60, 35 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE AND 3
 DV2287'FEET NORTHWEST OF THE STATION.
 DV2287'
 DV2287'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TOWER RM 1 1985---.  IT IS
 DV2287'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET SOUTHEAST OF THE
 DV2287'RIGHT OF WAY FENCE.
 DV2287'
 DV2287'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TOWER RM 2 1985---.  IT IS
 DV2287'SET IN TOP OF A 10 INCH CONCRETE MONUMENT 2 FEET SOUTHEAST OF THE
 DV2287'RIGHT OF WAY FENCE.
 DV2287'
 DV2287'TO REACH THE STATION FROM THE POST OFFICE IN WENDEN TRAVEL NORTHEAST
 DV2287'ALONG U.S. HIGHWAY 60 FOR 7.0 MILES TO MILE POST 68.7 AND THE STATION
 DV2287'ON THE LEFT.
 DV2287
 DV2287                          STATION RECOVERY (2007)
 DV2287
 DV2287'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV2287'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0936 ***********************************************************************
 ET0936  DESIGNATION -  TOWERS
 ET0936  PID         -  ET0936
 ET0936  STATE/COUNTY-  AZ/YAVAPAI
 ET0936  USGS QUAD   -  CROWN KING (1969)
 ET0936
 ET0936                         *CURRENT SURVEY CONTROL
 ET0936  ___________________________________________________________________
 ET0936* NAD 83(1992)-  34 14 02.62258(N)    112 22 04.64660(W)     ADJUSTED  
 ET0936* NAVD 88     -      2339.     (meters)    7674.     (feet)  SCALED    
 ET0936  ___________________________________________________________________
 ET0936  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 ET0936  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 ET0936  HORZ ORDER  -  SECOND
 ET0936
 ET0936.The horizontal coordinates were established by classical geodetic methods
 ET0936.and adjusted by the National Geodetic Survey in August 1993.
 ET0936
 ET0936.The orthometric height was scaled from a topographic map.
 ET0936
 ET0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0936
 ET0936.The geoid height was determined by GEOID03.
 ET0936
 ET0936;                    North         East     Units Scale Factor Converg.
 ET0936;SPC AZ C     -   358,706.556   171,786.302   MT  0.99992130   -0 15 14.0
 ET0936;SPC AZ C     - 1,176,858.78    563,603.35   iFT  0.99992130   -0 15 14.0
 ET0936;UTM  12      - 3,788,954.974   374,015.213   MT  0.99979565   -0 46 10.8
 ET0936
 ET0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0936!SPC AZ C     -   0.99963726  x   0.99992130  =   0.99955859
 ET0936!UTM  12      -   0.99963726  x   0.99979565  =   0.99943298
 ET0936
 ET0936                          SUPERSEDED SURVEY CONTROL
 ET0936
 ET0936  NAD 83(1986)-  34 14 02.61721(N)    112 22 04.64993(W) AD(       ) 2
 ET0936  NAD 27      -  34 14 02.52000(N)    112 22 02.04000(W) AD(       ) 2
 ET0936
 ET0936.Superseded values are not recommended for survey control.
 ET0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0936.See file dsdata.txt to determine how the superseded data were derived.
 ET0936
 ET0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7401588955(NAD 83)
 ET0936_MARKER: DS = TRIANGULATION STATION DISK
 ET0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0936+STABILITY: SURFACE MOTION
 ET0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0936+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2001
 ET0936
 ET0936  HISTORY     - Date     Condition        Report By
 ET0936  HISTORY     - 1919     MONUMENTED       CGS
 ET0936  HISTORY     - 1935     SEE DESCRIPTION  USFS
 ET0936  HISTORY     - 1968     GOOD             AMS
 ET0936  HISTORY     - 20011206 GOOD             INDIV
 ET0936  HISTORY     - 20080817 GOOD             GEOCAC
 ET0936
 ET0936                          STATION DESCRIPTION
 ET0936
 ET0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ET0936'STATION IS ABOUT 3 MILES DIRECT AND 6 MILES BY ROAD AND TRAIL NW
 ET0936'OF CROWN KING, ON THE HIGHEST PART OF TOWERS MOUNTAIN.  NOT
 ET0936'OCCUPIED.  (THIS STATION WAS AT FIRST INTENDED TO BE IN THE MAIN
 ET0936'SCHEME, BUT WHEN IT WAS FOUND THAT IT DID NOT SEE GRANITE
 ET0936'IT WAS NECESSARY TO SUBSTITUTE UNION FOR IT.  OBSERVED FROM
 ET0936'WHITETANK AND HARQUAHALLA ONLY.)
 ET0936'
 ET0936'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 ET0936'SQUARE BLOCK OR POST OF CONCRETE.
 ET0936'
 ET0936'REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 ET0936'HOLE IN A BOULDER.
 ET0936
 ET0936                          STATION RECOVERY (1935)
 ET0936
 ET0936'RECOVERY NOTE BY US FOREST SERVICE 1935
 ET0936'NOT IDENTICAL WITH EITHER U.S.C. AND G.S. OR U.S.C.S. STATION.
 ET0936'STATION IS THE CENTER OF U.S.F.S. LOOKOUT TOWER, ON HEAVILY
 ET0936'TIMBERED MOUNTAIN 2 MILES (AIR LINE) NW OF CROWN KING.
 ET0936
 ET0936                          STATION RECOVERY (1968)
 ET0936
 ET0936'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 ET0936'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 ET0936'IS 22.07 FEET SW OF THE CENTER OF TOWERS MTN LOOKOUT TOWER.
 ET0936
 ET0936                          STATION RECOVERY (2001)
 ET0936
 ET0936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 ET0936'RECOVERED BY KEYSTONE LAND SURVEY
 ET0936'SOUTHWEST OF CENTER OF USFS TOWER AS STATED 1968
 ET0936'NOT SUITABLE FOR GPS OBSERVATION
 ET0936'TREES AND BUILDINGS OVERHEAD
 ET0936
 ET0936                          STATION RECOVERY (2008)
 ET0936
 ET0936'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0936'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE SCALED CO-ORDINATES ARE
 ET0936'ESSENTIALLY CORRECT, AND DO NOT NEED TO BE UPDATED. THE REFERENCE
 ET0936'MARKS WERE NOT SEARCHED FOR DUE TO EXCESSIVE VEGETATION AND
 ET0936'ACCUMULATION OF DEBRIS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0937 ***********************************************************************
 ET0937  DESIGNATION -  TOWERS MOUNTAIN LOOKOUT
 ET0937  PID         -  ET0937
 ET0937  STATE/COUNTY-  AZ/YAVAPAI
 ET0937  USGS QUAD   -  CROWN KING (1969)
 ET0937
 ET0937                         *CURRENT SURVEY CONTROL
 ET0937  ___________________________________________________________________
 ET0937* NAD 83(1992)-  34 14 02.80192(N)    112 22 04.47641(W)     ADJUSTED  
 ET0937* NAVD 88     -              **(meters)            **(feet)            
 ET0937  ___________________________________________________________________
 ET0937  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 ET0937  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 ET0937  HORZ ORDER  -  THIRD
 ET0937
 ET0937.The horizontal coordinates were established by classical geodetic methods
 ET0937.and adjusted by the National Geodetic Survey in August 1993.
 ET0937
 ET0937
 ET0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0937
 ET0937.The geoid height was determined by GEOID03.
 ET0937
 ET0937;                    North         East     Units Scale Factor Converg.
 ET0937;SPC AZ C     -   358,712.062   171,790.682   MT  0.99992129   -0 15 13.9
 ET0937;SPC AZ C     - 1,176,876.84    563,617.72   iFT  0.99992129   -0 15 13.9
 ET0937;UTM  12      - 3,788,960.440   374,019.642   MT  0.99979564   -0 46 10.8
 ET0937
 ET0937                          SUPERSEDED SURVEY CONTROL
 ET0937
 ET0937  NAD 83(1986)-  34 14 02.79636(N)    112 22 04.47858(W) AD(       ) 4
 ET0937  NAD 27      -  34 14 02.71396(N)    112 22 01.87979(W) AD(       ) 3
 ET0937
 ET0937.Superseded values are not recommended for survey control.
 ET0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0937.See file dsdata.txt to determine how the superseded data were derived.
 ET0937
 ET0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7402088960(NAD 83)
 ET0937_MARKER: 51 = TANK
 ET0937
 ET0937  HISTORY     - Date     Condition        Report By
 ET0937  HISTORY     - 1935     FIRST OBSERVED   USFS
 ET0937  HISTORY     - 1960     GOOD             CGS
 ET0937
 ET0937                          STATION DESCRIPTION
 ET0937
 ET0937'DESCRIBED BY US FOREST SERVICE 1935
 ET0937'NOT IDENTICAL WITH EITHER U.S.C. AND G.S. OR U.S.C.S. STATION.
 ET0937'STATION IS THE CENTER OF U.S.F.S. LOOKOUT TOWER, ON HEAVILY
 ET0937'TIMBERED MOUNTAIN 2 MILES (AIR LINE) NW OF CROWN KING.
 ET0937'
 ET0937'ONE REFERENCE MARK IS A U.S.G.S. TABLET (UNSTAMPED) 16 FEET
 ET0937'SW FROM CENTER OF TOWER.  ANOTHER IS A U.S.C. AND G.S. TABLET,
 ET0937'STAMPED TOWERS MOUNTAIN 1919, IS 22 FEET SW FROM CENTER OF
 ET0937'TOWER.
 ET0937'
 ET0937'TO REACH STATION FROM CROWN KING, TAKE THE TOWERS MOUNTAIN LOOKOUT
 ET0937'ROAD TO THE LOOKOUT TOWER.
 ET0937'
 ET0937'SIGNAL--CENTER OF U.S.F.S. LOOKOUT TOWER.
 ET0937
 ET0937                          STATION RECOVERY (1960)
 ET0937
 ET0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 ET0937'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0615 ***********************************************************************
 FP0615  DESIGNATION -  TOYEI
 FP0615  PID         -  FP0615
 FP0615  STATE/COUNTY-  AZ/APACHE
 FP0615  USGS QUAD   -  TOYEI SCHOOL (1972)
 FP0615
 FP0615                         *CURRENT SURVEY CONTROL
 FP0615  ___________________________________________________________________
 FP0615* NAD 83(1992)-  35 40 57.90531(N)    109 56 51.08744(W)     ADJUSTED  
 FP0615* NAVD 88     -      2042.8    (meters)    6702.     (feet)  VERTCON   
 FP0615  ___________________________________________________________________
 FP0615  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FP0615  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FP0615  HORZ ORDER  -  SECOND
 FP0615
 FP0615.The horizontal coordinates were established by classical geodetic methods
 FP0615.and adjusted by the National Geodetic Survey in August 1993.
 FP0615
 FP0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0615
 FP0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0615
 FP0615.The geoid height was determined by GEOID03.
 FP0615
 FP0615;                    North         East     Units Scale Factor Converg.
 FP0615;SPC AZ E     -   519,337.889   233,195.551   MT  0.99990485   +0 07 40.2
 FP0615;SPC AZ E     - 1,703,864.47    765,077.27   iFT  0.99990485   +0 07 40.2
 FP0615;UTM  12      - 3,949,272.138   595,237.324   MT  0.99971177   +0 36 50.2
 FP0615
 FP0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0615!SPC AZ E     -   0.99968283  x   0.99990485  =   0.99958771
 FP0615!UTM  12      -   0.99968283  x   0.99971177  =   0.99939469
 FP0615
 FP0615:                Primary Azimuth Mark                     Grid Az
 FP0615:SPC AZ E     -  TOYEI WATER TANK                         011 36 02.4
 FP0615:UTM  12      -  TOYEI WATER TANK                         011 06 52.4
 FP0615
 FP0615|---------------------------------------------------------------------|
 FP0615| PID    Reference Object                     Distance      Geod. Az  |
 FP0615|                                                           dddmmss.s |
 FP0615| FP0614 TOYEI WATER TANK                    APPROX. 2.6 KM 0114342.6 |
 FP0615| CD4099 TOYEI RM 2                            6.681 METERS 11431     |
 FP0615| FP0610 EL PASO WATER TANK                  APPROX.24.7 KM 1250341.2 |
 FP0615| FP0613 GREASEWOOD WATER TANK               APPROX.19.3 KM 1552631.1 |
 FP0615| CD4098 TOYEI RM 1                            8.421 METERS 35309     |
 FP0615|---------------------------------------------------------------------|
 FP0615
 FP0615                          SUPERSEDED SURVEY CONTROL
 FP0615
 FP0615  NAD 83(1986)-  35 40 57.90578(N)    109 56 51.08820(W) AD(       ) 2
 FP0615  NAD 27      -  35 40 57.87149(N)    109 56 48.66412(W) AD(       ) 2
 FP0615  NGVD 29 (07/19/86) 2041.9    (m)         6699.     (f) VERT ANG    3  
 FP0615
 FP0615.Superseded values are not recommended for survey control.
 FP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0615.See file dsdata.txt to determine how the superseded data were derived.
 FP0615
 FP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE9523749272(NAD 83)
 FP0615_MARKER: DD = SURVEY DISK
 FP0615_SETTING: 0 = UNSPECIFIED SETTING
 FP0615
 FP0615  HISTORY     - Date     Condition        Report By
 FP0615  HISTORY     - 1972     MONUMENTED       USGS
 FP0615
 FP0615                          STATION DESCRIPTION
 FP0615
 FP0615'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0615'RM 1-RM 2 NOT MEASURED.
 FP0615'
 FP0615'LOCATED ABOUT 24 MI W. OF GANADO, AZIZONA. ABOUT 23 MI SE. OF KEAMS
 FP0615'CANYON. ABOUT 2.3 MI S. OF THE TOYEI BOARDING SCHOOL. ON THE HIGHEST
 FP0615'POINT OF A TREE-COVERED TOP.
 FP0615'
 FP0615'TO REACH FROM THE JCT. OF STATE HIGHWAY 264 AND STATE HIGHWAY 77
 FP0615'(ABOUT 8 MI E. OF KEAMS CANYON) GO E. 10 MI TO A PAVED T-RD. GO
 FP0615'RIGHT S. (TOWARD TOYEI BOARDING SCHOOL) 3.0 MI TO A GRADED X-RD. GO
 FP0615'RIGHT (W.) 0.1 MI TO AIRSTRIP. GO ACROSS AIRSTRIP AND THEN LEFT
 FP0615'(S.) PARALLEL TO AIRSTRIP. 0.9 MI TO Y-RD. (AT END OF
 FP0615'AIRSTRIP) GO LEFT (SE.) 0.3 MI TO Y-RD. GO RIGHT (S.) ON
 FP0615'MAIN-TRAVELED RD. 1.3 MI TO A REVERSE Y-RD. LEAVE RD. AND GO
 FP0615'RIGHT ACROSS COUNTRY ABOUT 100 YDS.  TO TOP AND STATION.
 FP0615'
 FP0615'STATION MARK--A STANDARD USGS TABLET STAMPED TOYEI 1972 AND SET IN
 FP0615'A CONC. POST PROJECTING ABOUT 0.5 FT ABOVE GROUND.
 FP0615'
 FP0615'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 FP0615'TOYEI NO 1 1972 SET IN A CONC. POST PROJECTING 0.2 FT ABOVE THE
 FP0615'GROUND, ABOUT LEVEL WITH THE STATION MARK.
 FP0615'
 FP0615'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 FP0615'TOYEI NO 2 1972 SET IN A CONC. POST PROJECTING 0.7 FT ABOVE THE
 FP0615'GROUND, LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0614 ***********************************************************************
 FP0614  DESIGNATION -  TOYEI WATER TANK
 FP0614  PID         -  FP0614
 FP0614  STATE/COUNTY-  AZ/APACHE
 FP0614  USGS QUAD   -  TOYEI SCHOOL (1972)
 FP0614
 FP0614                         *CURRENT SURVEY CONTROL
 FP0614  ___________________________________________________________________
 FP0614* NAD 83(1992)-  35 42 19.61606(N)    109 56 30.28902(W)     ADJUSTED  
 FP0614* NAVD 88     -              **(meters)            **(feet)            
 FP0614  ___________________________________________________________________
 FP0614  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 FP0614  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 FP0614  HORZ ORDER  -  THIRD
 FP0614
 FP0614.The horizontal coordinates were established by classical geodetic methods
 FP0614.and adjusted by the National Geodetic Survey in August 1993.
 FP0614
 FP0614
 FP0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0614
 FP0614.The geoid height was determined by GEOID03.
 FP0614
 FP0614;                    North         East     Units Scale Factor Converg.
 FP0614;SPC AZ E     -   521,857.181   233,712.717   MT  0.99990510   +0 07 52.6
 FP0614;SPC AZ E     - 1,712,129.86    766,774.01   iFT  0.99990510   +0 07 52.6
 FP0614;UTM  12      - 3,951,795.242   595,732.996   MT  0.99971293   +0 37 03.6
 FP0614
 FP0614                          SUPERSEDED SURVEY CONTROL
 FP0614
 FP0614  NAD 83(1986)-  35 42 19.61460(N)    109 56 30.29073(W) AD(       ) 4
 FP0614  NAD 27      -  35 42 19.58289(N)    109 56 27.86696(W) AD(       ) 3
 FP0614
 FP0614.Superseded values are not recommended for survey control.
 FP0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0614.See file dsdata.txt to determine how the superseded data were derived.
 FP0614
 FP0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE9573351795(NAD 83)
 FP0614_MARKER: 51 = TANK
 FP0614
 FP0614  HISTORY     - Date     Condition        Report By
 FP0614  HISTORY     - 1972     FIRST OBSERVED   NCGS
 FP0614
 FP0614                          STATION DESCRIPTION
 FP0614
 FP0614'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0653 ***********************************************************************
 GP0653  DESIGNATION -  TP 1
 GP0653  PID         -  GP0653
 GP0653  STATE/COUNTY-  AZ/NAVAJO
 GP0653  USGS QUAD   -  SHONTO SE (1982)
 GP0653
 GP0653                         *CURRENT SURVEY CONTROL
 GP0653  ___________________________________________________________________
 GP0653* NAD 83(1992)-  36 30 52.34062(N)    110 35 33.23137(W)     ADJUSTED  
 GP0653* NAVD 88     -      1982.4    (meters)    6504.     (feet)  VERTCON   
 GP0653  ___________________________________________________________________
 GP0653  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 GP0653  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 GP0653  HORZ ORDER  -  SECOND
 GP0653
 GP0653.The horizontal coordinates were established by classical geodetic methods
 GP0653.and adjusted by the National Geodetic Survey in August 1993.
 GP0653
 GP0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0653
 GP0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0653
 GP0653.The geoid height was determined by GEOID03.
 GP0653
 GP0653;                    North         East     Units Scale Factor Converg.
 GP0653;SPC AZ E     -   611,686.740   175,214.211   MT  0.99991792   -0 15 12.3
 GP0653;SPC AZ E     - 2,006,846.26    574,849.77   iFT  0.99991792   -0 15 12.3
 GP0653;UTM  12      - 4,041,097.996   536,481.282   MT  0.99961640   +0 14 32.8
 GP0653
 GP0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0653!SPC AZ E     -   0.99969223  x   0.99991792  =   0.99961018
 GP0653!UTM  12      -   0.99969223  x   0.99961640  =   0.99930875
 GP0653
 GP0653:                Primary Azimuth Mark                     Grid Az
 GP0653:SPC AZ E     -  KLETHLA                                  043 59 05.2
 GP0653:UTM  12      -  KLETHLA                                  043 29 20.1
 GP0653
 GP0653|---------------------------------------------------------------------|
 GP0653| PID    Reference Object                     Distance      Geod. Az  |
 GP0653|                                                           dddmmss.s |
 GP0653| GP0652 KLETHLA                             APPROX. 6.3 KM 0434352.9 |
 GP0653|---------------------------------------------------------------------|
 GP0653
 GP0653                          SUPERSEDED SURVEY CONTROL
 GP0653
 GP0653  NAD 83(1986)-  36 30 52.34058(N)    110 35 33.22880(W) AD(       ) 2
 GP0653  NAD 27      -  36 30 52.34977(N)    110 35 30.71545(W) AD(       ) 2
 GP0653  NGVD 29 (07/19/86) 1981.4    (m)         6501.     (f) VERT ANG    3  
 GP0653
 GP0653.Superseded values are not recommended for survey control.
 GP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0653.See file dsdata.txt to determine how the superseded data were derived.
 GP0653
 GP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3648141098(NAD 83)
 GP0653_MARKER: I = METAL ROD
 GP0653_SETTING: 66 = SET IN ROCK OUTCROP
 GP0653_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GP0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0653+STABILITY: POSITION/ELEVATION WELL
 GP0653
 GP0653  HISTORY     - Date     Condition        Report By
 GP0653  HISTORY     - 1970     MONUMENTED       USGS
 GP0653
 GP0653                          STATION DESCRIPTION
 GP0653
 GP0653'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0653'INSTRUMENT TRIPOD 5.2 FT ABOVE STATION MARK.
 GP0653'
 GP0653'LOCATED ABOUT 44.5 MI (AIRLINE) NE. OF TUBA CITY.  ABOUT 24.0 MI
 GP0653'SW. OF KAYENTA.  ABOUT 6.0 MI S. OF SHONTO.  ON A SMALL ROCKY TOP
 GP0653'SE. OF HIGHWAY 164.
 GP0653'
 GP0653'TO REACH FROM THE POST OFFICE IN KAYENTA, ARIZONA GO S. ON PAVED RD.
 GP0653'FOR 1.3 MI TO JUNCTION OF HIGHWAY 164.  TURN RIGHT ON HIGHWAY 164
 GP0653'TOWARD TUBA CITY FOR 25.0 MI TO DIRT RD. LEFT GO ON DIRT RD. FOR
 GP0653'0.15 MI TO TOP OF HILL AND HOGAN ON RIGHT.  TURN LEFT ALONG EDGE OF
 GP0653'HILL FOR 0.1 MI TO ROCK OUTCROP AND STATION.
 GP0653'
 GP0653'STATION MARK--A COPPER COATED ROD CEMENTED IN A DRILL HOLE IN SOLID
 GP0653'ROCK PROJECTING 0.5 FT ABOVE ROCK.
 GP0653'
 GP0653'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2058 ***********************************************************************
 DU2058  DESIGNATION -  TRACK
 DU2058  PID         -  DU2058
 DU2058  STATE/COUNTY-  AZ/PINAL
 DU2058  USGS QUAD   -  FLORENCE NE (1966)
 DU2058
 DU2058                         *CURRENT SURVEY CONTROL
 DU2058  ___________________________________________________________________
 DU2058* NAD 83(1992)-  33 13 55.45946(N)    111 20 39.23752(W)     ADJUSTED  
 DU2058* NAVD 88     -       563.55   (+/-2cm)    1848.9    (feet)  VERTCON   
 DU2058  ___________________________________________________________________
 DU2058  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DU2058  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DU2058  HORZ ORDER  -  SECOND
 DU2058  VERT ORDER  -  THIRD ? (See Below)
 DU2058
 DU2058.The horizontal coordinates were established by classical geodetic methods
 DU2058.and adjusted by the National Geodetic Survey in August 1993.
 DU2058
 DU2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2058.The vertical order pertains to the NGVD 29 superseded value.
 DU2058
 DU2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2058
 DU2058.The geoid height was determined by GEOID03.
 DU2058
 DU2058;                    North         East     Units Scale Factor Converg.
 DU2058;SPC AZ C     -   247,633.333   266,710.332   MT  0.99993508   +0 18 49.4
 DU2058;SPC AZ C     -   812,445.32    875,033.90   iFT  0.99993508   +0 18 49.4
 DU2058;UTM  12      - 3,677,067.756   467,927.592   MT  0.99961268   -0 11 19.1
 DU2058
 DU2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2058!SPC AZ C     -   0.99991612  x   0.99993508  =   0.99985120
 DU2058!UTM  12      -   0.99991612  x   0.99961268  =   0.99952883
 DU2058
 DU2058|---------------------------------------------------------------------|
 DU2058| PID    Reference Object                     Distance      Geod. Az  |
 DU2058|                                                           dddmmss.s |
 DU2058| CH5597 TRACK RM 1                           13.803 METERS 00516     |
 DU2058| DU2055 LORE RESET                          APPROX. 1.9 KM 0084508.0 |
 DU2058| CH5598 TRACK RM 2                           13.340 METERS 19103     |
 DU2058|---------------------------------------------------------------------|
 DU2058
 DU2058                          SUPERSEDED SURVEY CONTROL
 DU2058
 DU2058  NAD 83(1986)-  33 13 55.45377(N)    111 20 39.24014(W) AD(       ) 2
 DU2058  NAD 27      -  33 13 55.25715(N)    111 20 36.78725(W) AD(       ) 2
 DU2058  NGVD 29 (07/19/86)  563.00   (m)         1847.1    (f) LEVELING    3  
 DU2058
 DU2058.Superseded values are not recommended for survey control.
 DU2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2058.See file dsdata.txt to determine how the superseded data were derived.
 DU2058
 DU2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6792877068(NAD 83)
 DU2058_MARKER: DD = SURVEY DISK
 DU2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2058+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 DU2058
 DU2058  HISTORY     - Date     Condition        Report By
 DU2058  HISTORY     - 1975     MONUMENTED       AZDT
 DU2058  HISTORY     - 20070324 GOOD             GEOCAC
 DU2058
 DU2058                          STATION DESCRIPTION
 DU2058
 DU2058'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2058'THE STATION IS LOCATED ABOUT 1.85 MILES SOUTHWEST OF FLORENCE
 DU2058'JUNCTION ALONG THE WEST RIGHT-OF-WAY OF U.S. HWY. 80-89.
 DU2058'
 DU2058'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED TRACK P AND
 DU2058'M GS 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2058'DISK IS 85 FEET WEST OF THE HIGHWAY CENTERLINE, 5 FEET EAST OF
 DU2058'THE WEST RIGHT-OF-WAY FENCE, 265 FEET NORTHWEST OF INTERSECTION
 DU2058'OF U.S. 80-89 AND THE MAGMA RAILWAY TRACKS, AND IS MARKED WITH A
 DU2058'WITNESS POST AND SIGN 2.7 FEET WEST.
 DU2058'
 DU2058'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2058'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2058'DISK IS 87 FEET WEST OF THE HIGHWAY CENTERLINE AND 3 FEET EAST
 DU2058'OF THE WEST RIGHT-OF-WAY FENCE.
 DU2058'
 DU2058'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2058'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 88 FEET
 DU2058'WEST OF THE HIGHWAY CENTERLINE AND 2 FEET EAST OF THE WEST
 DU2058'RIGHT-OF-WAY FENCE.
 DU2058'
 DU2058'TO REACH THE STATION FROM FLORENCE JUNCTION AT THE INTERSECTION
 DU2058'OF U.S. 60 AND 80-89, GO SOUTH ON U.S. 80-89 FOR 1.85 MILES TO
 DU2058'MILE POST 148.4 AND THE STATION IN THE WEST RIGHT-OF-WAY.
 DU2058'
 DU2058'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2058
 DU2058                          STATION RECOVERY (2007)
 DU2058
 DU2058'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0968 ***********************************************************************
 ES0968  DESIGNATION -  TRACKS
 ES0968  PID         -  ES0968
 ES0968  STATE/COUNTY-  AZ/COCONINO
 ES0968  USGS QUAD   -  MORMON LAKE (1974)
 ES0968
 ES0968                         *CURRENT SURVEY CONTROL
 ES0968  ___________________________________________________________________
 ES0968* NAD 83(1992)-  34 59 30.54517(N)    111 28 26.16059(W)     ADJUSTED  
 ES0968* NAVD 88     -      2219.     (meters)    7280.     (feet)  SCALED    
 ES0968  ___________________________________________________________________
 ES0968  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ES0968  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 ES0968  HORZ ORDER  -  SECOND
 ES0968
 ES0968.The horizontal coordinates were established by classical geodetic methods
 ES0968.and adjusted by the National Geodetic Survey in August 1993.
 ES0968
 ES0968.The orthometric height was scaled from a topographic map.
 ES0968
 ES0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0968
 ES0968.The geoid height was determined by GEOID03.
 ES0968
 ES0968;                    North         East     Units Scale Factor Converg.
 ES0968;SPC AZ C     -   442,756.151   253,776.420   MT  0.99992013   +0 15 14.0
 ES0968;SPC AZ C     - 1,452,612.04    832,599.80   iFT  0.99992013   +0 15 14.0
 ES0968;UTM  12      - 3,872,238.307   456,748.310   MT  0.99962306   -0 16 18.4
 ES0968
 ES0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0968!SPC AZ C     -   0.99965545  x   0.99992013  =   0.99957561
 ES0968!UTM  12      -   0.99965545  x   0.99962306  =   0.99927864
 ES0968
 ES0968|---------------------------------------------------------------------|
 ES0968| PID    Reference Object                     Distance      Geod. Az  |
 ES0968|                                                           dddmmss.s |
 ES0968| CH3524 TRACKS RM 1                           7.569 METERS 02332     |
 ES0968| ES0967 HUTCH MOUNTAIN LOOKOUT TOWER        APPROX.24.3 KM 1601336.1 |
 ES0968| CH3523 TRACKS AZ MK                                       1720740.2 |
 ES0968| CH3525 TRACKS RM 2                           9.375 METERS 26906     |
 ES0968| FQ0662 WOODY MOUNTAIN LOOKOUT TOWER        APPROX.30.3 KM 3032718.8 |
 ES0968| FQ0681 WING MOUNTAIN HIGHEST POINT         APPROX.42.1 KM 3180005.9 |
 ES0968|---------------------------------------------------------------------|
 ES0968
 ES0968                          SUPERSEDED SURVEY CONTROL
 ES0968
 ES0968  NAD 83(1986)-  34 59 30.53540(N)    111 28 26.16556(W) AD(       ) 2
 ES0968  NAD 27      -  34 59 30.45200(N)    111 28 23.62700(W) AD(       ) 2
 ES0968
 ES0968.Superseded values are not recommended for survey control.
 ES0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0968.See file dsdata.txt to determine how the superseded data were derived.
 ES0968
 ES0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5674872238(NAD 83)
 ES0968_MARKER: DS = TRIANGULATION STATION DISK
 ES0968_SETTING: 66 = SET IN ROCK OUTCROP
 ES0968
 ES0968  HISTORY     - Date     Condition        Report By
 ES0968  HISTORY     - 1936     MONUMENTED       CGS
 ES0968  HISTORY     - 1959     GOOD             CGS
 ES0968  HISTORY     - 1965     GOOD             CGS
 ES0968  HISTORY     - 1969     GOOD             AZHD
 ES0968
 ES0968                          STATION DESCRIPTION
 ES0968
 ES0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ES0968'STATION IS ON A LOW TIMBERED HILL LYING ABOUT 1 MILE NORTHEAST
 ES0968'OF THE BASE OF MORMON MOUNTAIN, ABOUT 2 MILES NORTH OF THE
 ES0968'NORTHWEST EXTREMITY OF MORMON LAKE AND ABOUT 16 MILES SOUTHEAST
 ES0968'OF FLAGSTAFF.  IT IS ON THE HIGHEST POINT OF THE RIDGE AND THE
 ES0968'HIGHEST POINT IN THE IMMEDIATE VICINITY.  MARK SET AS DESCRIBED.
 ES0968'
 ES0968'TO REACH FROM FLAGSTAFF GO SOUTH FROM THE RAILROAD UNDERPASS AT
 ES0968'WEST END OF BUSINESS DISTRICT OF TOWN ALONG PAVED ROAD FOR 0.4
 ES0968'MILE.  TAKE LEFT FORK (STATE HIGHWAY 79) AND CONTINUE SOUTH FOR
 ES0968'1.6 MILES, TAKE LEFT FORK AND FOLLOW MAIN GRADED ROAD TO MORMON
 ES0968'LAKE FOR 7.1 MILES TO LAKE MARY LODGE.  CONTINUE ON MAIN GRADED
 ES0968'ROAD TO MORMON LAKE FOR 12.8 MILES, TAKE RIGHT FORK (SIGN READS
 ES0968'HERE ROCK LEDGE 3 MILES.  C.C.C., CAMP F. 6A., 4.7 MILES) AND
 ES0968'GO SOUTHWEST ON GRADED ROAD 0.7 MILE AND TURN RIGHT JUST BEFORE
 ES0968'REACHING SLIGHT CURVE AND INCLINE IN ROAD.  GO RIGHT (WEST)
 ES0968'ABOUT 25 YARDS TO AN OLD LOGGING RAILROAD GRADE, THEN TURN LEFT
 ES0968'(SOUTHWEST) AND GO 0.4 MILE UNTIL NEAR THE TOP OF A LOW
 ES0968'SADDLE BETWEEN THE HILLS.  THEN BEAR RIGHT (WEST) FOR ABOUT
 ES0968'0.3 MILE TO TOP OF RIDGE AND CONTINUE RIGHT OR (NORTH) ALONG
 ES0968'RIDGE TO THE HIGHEST POINT AND THE STATION.
 ES0968'
 ES0968'REFERENCE MARK NO. 1, IS NORTH-NORTHEAST OF THE
 ES0968'STATION.
 ES0968'
 ES0968'REFERENCE MARK NO. 2, IS WEST-SOUTHWEST OF THE STATION
 ES0968'AND ABOUT 8 FEET SOUTHWEST OF A PINE TREE.
 ES0968'
 ES0968'AZIMUTH MARK, IS 1/4 MILE SOUTH-SOUTHEAST OF THE
 ES0968'STATION.  IT IS ABOUT 100 FEET SOUTHEAST OF THE TALLEST PINE
 ES0968'THAT GROWS ON THE SLOPE OF THE HILL AWAY FROM THE STATION HILL.
 ES0968'THE MARK IS LOCATED IN A CLUSTER OF BOULDERS AND A SMALL ROCK
 ES0968'MOUND WAS ESTABLISHED AT THE LOCATION.
 ES0968'
 ES0968'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 ES0968
 ES0968                          STATION RECOVERY (1959)
 ES0968
 ES0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ES0968'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ES0968'CONDITION, EXCEPT THAT THE AZIMUTH MARK WAS NOT SEARCHED FOR AT
 ES0968'THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 ES0968'
 ES0968'THE STATION IS LOCATED ON A LOW, TIMBERED RIDGE, ABOUT 16 MILES
 ES0968'SOUTHEAST OF FLAGSTAFF, ABOUT 2-1/2 MILES NORTH OF THE NORTHWEST
 ES0968'CORNER OF MORMON LAKE, AND ABOUT 1 MILE NORTHEAST OF THE BASE OF
 ES0968'MORMON MOUNTAIN.  IT IS ON THE HIGHEST POINT IN THE IMMEDIATE
 ES0968'VICINITY.
 ES0968'
 ES0968'TO REACH THE STATION FROM THE POST OFFICE IN FLAGSTAFF GO SOUTH
 ES0968'ON NORTH SAN FRANCISCO STREET FOR 0.1 MILE TO THE SECOND TRAFFIC
 ES0968'LIGHT AND JUNCTION WITH U.S. HIGHWAYS 66 AND 89.  TURN RIGHT AND
 ES0968'GO SOUTHWESTERLY ON U.S. HIGHWAYS 66 AND 89 FOR 0.75 MILE TO A
 ES0968'FORK WHERE U.S. HIGHWAY 89A GOES SOUTHWEST.  TAKE THE LEFT FORK
 ES0968'AND GO SOUTHWEST ON U.S. HIGHWAY 89A FOR 1.5 MILES TO A FORK.
 ES0968'TAKE THE LEFT FORK AND GO SOUTHERLY ON A PAVED ROAD FOR 18.05
 ES0968'MILES TO A SIDEROAD RIGHT.  TURN RIGHT AND FOLLOW A GRADED
 ES0968'DIRT ROAD SOUTHWESTERLY FOR 0.75 MILE TO A FORK.  TAKE THE
 ES0968'RIGHT FORK, MAIN TRAVELED ROAD, AND CONTINUE SOUTHWESTERLY FOR
 ES0968'1.0 MILE TO A ROCK CAIRN ON THE RIGHT, WEST, SIDE OF THE ROAD.
 ES0968'THIS IS THE END OF TRUCK TRAVEL FOR A 2-WHEEL DRIVE VEHICLE.
 ES0968'WITH A 4-WHEEL DRIVE VEHICLE TURN RIGHT OFF THE ROAD AND GO
 ES0968'ABOUT 3/8 OF A MILE WESTERLY DOWN TO THE BOTTOM OF A SHALLOW
 ES0968'VALLEY AND UP THE OPPOSITE SLOPE TO THE TOP OF THE FIRST
 ES0968'RIDGE, TO THE HIGHEST POINT AND THE STATION.
 ES0968'
 ES0968'THE STATION MARK IS A STANDARD DISK STAMPED TRACKS 1936 CEMENTED
 ES0968'IN A DRILL HOLE IN A SMALL OUTCROPPING BOULDER, WHICH IS FLUSH
 ES0968'WITH THE GROUND.  IT IS ON ABOUT THE HIGHEST POINT ON THE RIDGE
 ES0968'AND IS ABOUT 15 FEET WEST OF A TELEPHONE LINE.
 ES0968'
 ES0968'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED TRACKS 1936
 ES0968'NO 1 CEMENTED IN A DRILL HOLE IN A SMALL OUTCROPPING BOULDER,
 ES0968'AND PROJECTS 4 INCHES.  IT IS ALMOST DIRECTLY UNDER A TELEPHONE
 ES0968'LINE, AND IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE STATION.
 ES0968'
 ES0968'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED TRACKS 1936
 ES0968'NO 2 CEMENTED IN A DRILL HOLE IN A SMALL OUTCROPPING BOULDER,
 ES0968'AND PROJECTS 3 INCHES.  IT IS ABOUT 8 FEET SOUTHWEST OF A 10-INCH
 ES0968'DIAMETER PINE TREE, AND IS ABOUT THE SAME ELEVATION AS THE
 ES0968'STATION.
 ES0968
 ES0968                          STATION RECOVERY (1965)
 ES0968
 ES0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 ES0968'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 ES0968'IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 ES0968'
 ES0968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 ES0968'STATE HIGHWAY 79 IN FLAGSTAFF ARIZONA, GO SOUTH ON STATE HIGHWAY
 ES0968'79 FOR 1.5 MILES TO A PAVED ROAD LEFT LEADING TO MORMAN LAKE.
 ES0968'TURN LEFT AND GO EAST ON THE MAIN PAVED ROAD FOR 20.6 MILES TO
 ES0968'A T-ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE MAIN ROAD FOR 1.4
 ES0968'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A
 ES0968'DIRT ROAD FOR 0.1 MILE.  TURN LEFT AND GO SOUTHERLY DOWN INTO A
 ES0968'RAVINE AND UP A STEEP RIDGE FOR 0.4 MILE TO THE STATION.  A 15
 ES0968'FOOT POLE TARGET IS SET OVER THE STATION.  A FOUR WHEEL DRIVE
 ES0968'TRUCK WAS USED TO REACH THE STATION.
 ES0968'
 ES0968'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS DATE.
 ES0968
 ES0968                          STATION RECOVERY (1969)
 ES0968
 ES0968'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (ARD)
 ES0968'TO REACH EXISTING DESCRIPTION ADEQUATE.  STATION CAN BE
 ES0968'REACHED IN A 2 WHEEL DRIVE TRUCK.
 ES0968'
 ES0968'STATION MARK RECOVERED AS DESCRIBED.
 ES0968'
 ES0968'REFERENCE MARKS RECOVERED AS DESCRIBED.
 ES0968'
 ES0968'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1476 ***********************************************************************
 DA1476  DESIGNATION -  TRACY
 DA1476  PID         -  DA1476
 DA1476  STATE/COUNTY-  AZ/PIMA
 DA1476  USGS QUAD   -  WAHAK HOTRONTK (1990)
 DA1476
 DA1476                         *CURRENT SURVEY CONTROL
 DA1476  ___________________________________________________________________
 DA1476* NAD 83(1992)-  32 11 06.62940(N)    112 22 17.20298(W)     ADJUSTED  
 DA1476* NAVD 88     -       591.     (meters)    1939.     (feet)  SCALED    
 DA1476  ___________________________________________________________________
 DA1476  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DA1476  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA1476  HORZ ORDER  -  FIRST
 DA1476
 DA1476.The horizontal coordinates were established by classical geodetic methods
 DA1476.and adjusted by the National Geodetic Survey in August 1993.
 DA1476
 DA1476.The orthometric height was scaled from a topographic map.
 DA1476
 DA1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1476
 DA1476.The geoid height was determined by GEOID03.
 DA1476
 DA1476;                    North         East     Units Scale Factor Converg.
 DA1476;SPC AZ C     -   131,489.370   170,477.225   MT  0.99992267   -0 14 32.1
 DA1476;SPC AZ C     -   431,395.57    559,308.48   iFT  0.99992267   -0 14 32.1
 DA1476;UTM  12      - 3,561,785.501   370,715.306   MT  0.99980612   -0 43 50.2
 DA1476
 DA1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1476!SPC AZ C     -   0.99991216  x   0.99992267  =   0.99983484
 DA1476!UTM  12      -   0.99991216  x   0.99980612  =   0.99971830
 DA1476
 DA1476|---------------------------------------------------------------------|
 DA1476| PID    Reference Object                     Distance      Geod. Az  |
 DA1476|                                                           dddmmss.s |
 DA1476| CH5599 TRACY RM 1                           21.700 METERS 18530     |
 DA1476| CH5600 TRACY RM 2                           22.645 METERS 27920     |
 DA1476| CH5601 TRACY RM 3 AZIMUTH                                 28033     |
 DA1476|---------------------------------------------------------------------|
 DA1476
 DA1476                          SUPERSEDED SURVEY CONTROL
 DA1476
 DA1476  NAD 83(1986)-  32 11 06.62147(N)    112 22 17.20515(W) AD(       ) 1
 DA1476  NAD 27      -  32 11 06.38400(N)    112 22 14.70800(W) AD(       ) 1
 DA1476
 DA1476.Superseded values are not recommended for survey control.
 DA1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1476.See file dsdata.txt to determine how the superseded data were derived.
 DA1476
 DA1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA7071561786(NAD 83)
 DA1476_MARKER: DS = TRIANGULATION STATION DISK
 DA1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1476
 DA1476  HISTORY     - Date     Condition        Report By
 DA1476  HISTORY     - 1935     MONUMENTED       CGS
 DA1476  HISTORY     - 1961     SEE DESCRIPTION  USGS
 DA1476  HISTORY     - 1972     MARK NOT FOUND   AZHD
 DA1476  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 DA1476
 DA1476                          STATION DESCRIPTION
 DA1476
 DA1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DA1476'ABOUT 34 MILES EAST OF AJO, ALONG THE AJO-SELLS HIGHWAY NEAR TRACYS
 DA1476'TRADING POST ON THE PAPAGO INDIAN RESERVATION, ABOUT 100
 DA1476'YARDS WEST OF THE POST AND 28 PACES FROM THE ROAD CENTER TO
 DA1476'THE SOUTH. MARKED BY STANDARD BRONZE DISKS.
 DA1476'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DA1476'REFERENCE DISK, IS 21.700 METERS (71.19 FEET) FROM
 DA1476'STATION S 5 DEG 30 MIN W.  REFERENCE MARK NO. 2, A
 DA1476'STANDARD BRONZE REFERENCE DISK, IS 22.645 METERS
 DA1476'(74.29 FEET) FROM STATION N 80 DEG 40 MIN W.  AZIMUTH
 DA1476'MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE DISK,
 DA1476'IS 20 PACES SOUTH OF THE ROAD CENTER AND 220 PACES FROM
 DA1476'STATION N 79 DEG 28 MIN W.
 DA1476
 DA1476                          STATION RECOVERY (1961)
 DA1476
 DA1476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DA1476'MARK HAS EVIDENTLY BEEN COVERED UP BY FILL IN BUILDING STATE
 DA1476'HIGHWAY YARD.  INFORMATION BY OWNERS OF TRADING POST.
 DA1476
 DA1476                          STATION RECOVERY (1972)
 DA1476
 DA1476'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DA1476'GENERAL LOCATION A THOROUGH SEARCH REVEALED NO TRACE OF
 DA1476'EITHER THE STATION OR THE REFERENCE MARKS.  THEY MAY BE BURIED
 DA1476'UNDER A FILL BUT THE POINT WILL HAVE TO BE RESURVEYED TO DETERMINE
 DA1476'WHERE TO DIG FOR THEM.
 DA1476
 DA1476                          STATION RECOVERY (1997)
 DA1476
 DA1476'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0510 ***********************************************************************
 GP0510  DESIGNATION -  TRADE
 GP0510  PID         -  GP0510
 GP0510  STATE/COUNTY-  AZ/COCONINO
 GP0510  USGS QUAD   -  BODAWAY MESA (1988)
 GP0510
 GP0510                         *CURRENT SURVEY CONTROL
 GP0510  ___________________________________________________________________
 GP0510* NAD 83(1992)-  36 22 25.33367(N)    111 30 58.76989(W)     ADJUSTED  
 GP0510* NAVD 88     -      1798.3    (meters)    5900.     (feet)  VERTCON   
 GP0510  ___________________________________________________________________
 GP0510  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GP0510  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 GP0510  HORZ ORDER  -  SECOND
 GP0510
 GP0510.The horizontal coordinates were established by classical geodetic methods
 GP0510.and adjusted by the National Geodetic Survey in August 1993.
 GP0510
 GP0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0510
 GP0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0510
 GP0510.The geoid height was determined by GEOID03.
 GP0510
 GP0510;                    North         East     Units Scale Factor Converg.
 GP0510;SPC AZ C     -   596,050.266   249,281.709   MT  0.99991589   +0 14 14.7
 GP0510;SPC AZ C     - 1,955,545.49    817,853.38   iFT  0.99991589   +0 14 14.7
 GP0510;UTM  12      - 4,025,522.725   453,685.212   MT  0.99962643   -0 18 22.4
 GP0510
 GP0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0510!SPC AZ C     -   0.99972143  x   0.99991589  =   0.99963734
 GP0510!UTM  12      -   0.99972143  x   0.99962643  =   0.99934797
 GP0510
 GP0510|---------------------------------------------------------------------|
 GP0510| PID    Reference Object                     Distance      Geod. Az  |
 GP0510|                                                           dddmmss.s |
 GP0510| CR8011 TRADE RM 1                            9.753 METERS 24217     |
 GP0510| CR8012 TRADE RM 2                           12.820 METERS 33233     |
 GP0510| GP0484 CEDAR                               APPROX. 2.2 KM 3403249.0 |
 GP0510|---------------------------------------------------------------------|
 GP0510
 GP0510                          SUPERSEDED SURVEY CONTROL
 GP0510
 GP0510  NAD 83(1986)-  36 22 25.33286(N)    111 30 58.76662(W) AD(       ) 2
 GP0510  NGVD 29 (07/12/88) 1797.3    (m)         5897.     (f) VERT ANG    3  
 GP0510
 GP0510.Superseded values are not recommended for survey control.
 GP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0510.See file dsdata.txt to determine how the superseded data were derived.
 GP0510
 GP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5368525523(NAD 83)
 GP0510_MARKER: DS = TRIANGULATION STATION DISK
 GP0510_SETTING: 66 = SET IN ROCK OUTCROP
 GP0510_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0510+STABILITY: POSITION/ELEVATION WELL
 GP0510
 GP0510  HISTORY     - Date     Condition        Report By
 GP0510  HISTORY     - 1983     MONUMENTED       AZDT
 GP0510
 GP0510                          STATION DESCRIPTION
 GP0510
 GP0510'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0510'THE STATION IS LOCATED 35 MILES NORTHWEST OF CAMERON, 1-1/2 MILES
 GP0510'SOUTHEAST OF CEDAR RIDGE AND ALONG U.S. HIGHWAY 89.
 GP0510'
 GP0510'THE STATION MARK IS AN AZDT DISK STAMPED---TRADE 1983---.  IT IS SET
 GP0510'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 174 FEET SOUTHWEST OF THE
 GP0510'CENTER LINE OF THE HIGHWAY AND 74 FEET SOUTHWEST OF THE HIGHWAY FENCE.
 GP0510'
 GP0510'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TRADE RM 1 1983---.  IT IS
 GP0510'SET IN A DRILL HOLE IN BEDROCK.
 GP0510'
 GP0510'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TRADE RM 2 1983---.  IT IS
 GP0510'SET IN A DRILL HOLE IN BEDROCK.
 GP0510'
 GP0510'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0510'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0510'TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT ALONG U.S. 89
 GP0510'FOR 24.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89 ALT.  TURN
 GP0510'LEFT AND CONTINUE SOUTH ALONG U.S. HIGHWAY 89 FOR 18.8 MILES TO CEDAR
 GP0510'RIDGE, CONTINUE SOUTH ALONG U.S. 89 FOR 1.4 MILES TO MILE POST 503.85
 GP0510'AND THE STATION ON THE RIGHT AT THE HIGH POINT OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1954 ***********************************************************************
 DV1954  DESIGNATION -  TRAIL
 DV1954  PID         -  DV1954
 DV1954  STATE/COUNTY-  AZ/YUMA
 DV1954  USGS QUAD   -  CHARLIE DIED TANK (1990)
 DV1954
 DV1954                         *CURRENT SURVEY CONTROL
 DV1954  ___________________________________________________________________
 DV1954* NAD 83(1992)-  33 09 27.61758(N)    113 56 04.54142(W)     ADJUSTED  
 DV1954* NAVD 88     -       309.5    (meters)    1015.     (feet)  VERTCON   
 DV1954  ___________________________________________________________________
 DV1954  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DV1954  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DV1954  HORZ ORDER  -  SECOND
 DV1954
 DV1954.The horizontal coordinates were established by classical geodetic methods
 DV1954.and adjusted by the National Geodetic Survey in August 1993.
 DV1954
 DV1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1954
 DV1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1954
 DV1954.The geoid height was determined by GEOID03.
 DV1954
 DV1954;                    North         East     Units Scale Factor Converg.
 DV1954;SPC AZ W     -   239,259.639   196,140.904   MT  0.99993699   -0 06 03.5
 DV1954;SPC AZ W     -   784,972.57    643,506.90   iFT  0.99993699   -0 06 03.5
 DV1954;UTM  12      - 3,672,602.308   226,302.577   MT  1.00052372   -1 36 21.8
 DV1954;UTM  11      - 3,672,952.150   785,902.165   MT  1.00060795   +1 40 39.9
 DV1954
 DV1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1954!SPC AZ W     -   0.99995649  x   0.99993699  =   0.99989348
 DV1954!UTM  12      -   0.99995649  x   1.00052372  =   1.00048019
 DV1954!UTM  11      -   0.99995649  x   1.00060795  =   1.00056442
 DV1954
 DV1954|---------------------------------------------------------------------|
 DV1954| PID    Reference Object                     Distance      Geod. Az  |
 DV1954|                                                           dddmmss.s |
 DV1954| CH3527 TRAIL RM 1                           10.710 METERS 09914     |
 DV1954| CH3526 TRAIL AZ MK                                        1725101.8 |
 DV1954| CH3528 TRAIL RM 2                           11.510 METERS 19708     |
 DV1954| DW0912 HIGH PK S END CASTLE DOME MTNS      APPROX.21.4 KM 2271231.9 |
 DV1954| DW0913 THUMB PEAK                          APPROX.19.9 KM 2335157.6 |
 DV1954| DW0916 CASTLE DOME PEAK                    APPROX.21.1 KM 2473020.5 |
 DV1954|---------------------------------------------------------------------|
 DV1954
 DV1954                          SUPERSEDED SURVEY CONTROL
 DV1954
 DV1954  NAD 83(1986)-  33 09 27.61195(N)    113 56 04.54703(W) AD(       ) 2
 DV1954  NAD 27      -  33 09 27.47800(N)    113 56 01.78900(W) AD(       ) 2
 DV1954  NGVD 29 (07/19/86)  308.8    (m)         1013.     (f) VERT ANG    3  
 DV1954
 DV1954.Superseded values are not recommended for survey control.
 DV1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1954.See file dsdata.txt to determine how the superseded data were derived.
 DV1954
 DV1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2630372602(NAD 83)
 DV1954_MARKER: DS = TRIANGULATION STATION DISK
 DV1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1954
 DV1954  HISTORY     - Date     Condition        Report By
 DV1954  HISTORY     - 1949     MONUMENTED       CGS
 DV1954  HISTORY     - 1967     GOOD             CGS
 DV1954
 DV1954                          STATION DESCRIPTION
 DV1954
 DV1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1954'THE STATION IS LOCATED ON THE OPEN PLAIN OF THE DESERT IN THE
 DV1954'VALLEY SOUTH OF THE KOFA MOUNTAINS, ABOUT 39 MILES AIR LINE
 DV1954'SOUTHEAST OF QUARTZSITE, ABOUT 30 MILES AIR LINE NORTH OF
 DV1954'ROLL AND ABOUT 19 MILES AIR LINE EAST OF STATE HIGHWAY 95.
 DV1954'THE STATION MARK IS 12 FEET SOUTHWEST OF A 16 FOOT WHITE WITNESS
 DV1954'POST, PROJECTS 4 INCHES AND STAMPED, TRAIL 1949.
 DV1954'
 DV1954'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1954'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, TRAIL
 DV1954'NO 1 1949.
 DV1954'
 DV1954'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1954'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, TRAIL NO 2 1949.
 DV1954'
 DV1954'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTH OF THE STATION MARK,
 DV1954'3 FEET SOUTHWEST OF A WHITE WITNESS POST, FLUSH WITH THE
 DV1954'GROUND AND STAMPED, TRAIL 1949.
 DV1954'
 DV1954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 DV1954'AND 70 AND STATE HIGHWAY 95 IN QUARTZSITE, GO SOUTH ON STATE
 DV1954'HIGHWAY 95 FOR 28.3 MILES TO AN OLD GRADED ROAD LEFT, EAST, AND
 DV1954'SIGN KING, ROB ROY, NORTH STAR 22.  TURN LEFT ON GRADED ROAD AND
 DV1954'GO 15.0 MILES TO T-INTERSECTION AND SIGN ROB ROY, NORTH STAR, KING
 DV1954'9.3.  CONTINUE STRAIGHT AHEAD, SOUTHEAST, FOR 4.0 MILES TO AN OLD
 DV1954'MILEPOST MARKED 4.  HERE THE STATION LIES IN BEARING 70
 DV1954'DEGREES TRUE (54 DEGREES MAGNETIC).  *LEAVE GRADED ROAD AND
 DV1954'FOLLOW ARMY TRACKS FOR 0.15 MILE TO POINT JUST AFTER
 DV1954'CROSSING WASH.  THENCE BEAR RIGHT LEAVING THE ARMY TRACKS
 DV1954'AND GO ACROSS COUNTRY FOR 2.5 MILES TO THE STATION AS
 DV1954'DESCRIBED ABOVE.  A DRIVE STATION.  *NOTE--UPON LEAVING
 DV1954'THE GRADED ROAD A 4 WHEEL DRIVE VEHICLE WILL BE REQUIRED
 DV1954'BECAUSE OF LOOSE SAND AND NUMEROUS WASHES.
 DV1954
 DV1954                          STATION RECOVERY (1967)
 DV1954
 DV1954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 DV1954'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DV1954'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DV1954'GOOD CONDITION.
 DV1954'
 DV1954'THE 1949 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DV1954'16 FOOT WHITE WITNESS POST HAS BEEN DESTROYED.
 DV1954'
 DV1954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--40 MILES
 DV1954'SOUTHEAST OF QUARTZSITE, 19.5 MILES EAST OF U.S. HIGHWAY 95,
 DV1954'4.0 MILES EAST OF THE ROAD LEADING TO NORTH STAR MINE AND
 DV1954'2.6 MILES NORTH-NORTHEAST OF THE PRIMITIVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1114 ***********************************************************************
 CY1114  DESIGNATION -  TRAIL
 CY1114  PID         -  CY1114
 CY1114  STATE/COUNTY-  AZ/GREENLEE
 CY1114  USGS QUAD   -  ASH PEAK (1986)
 CY1114
 CY1114                         *CURRENT SURVEY CONTROL
 CY1114  ___________________________________________________________________
 CY1114* NAD 83(1992)-  32 51 59.33720(N)    109 17 41.75068(W)     ADJUSTED  
 CY1114* NAVD 88     -      1467.9    (meters)    4816.     (feet)  VERTCON   
 CY1114  ___________________________________________________________________
 CY1114  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CY1114  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CY1114  HORZ ORDER  -  SECOND
 CY1114
 CY1114.The horizontal coordinates were established by classical geodetic methods
 CY1114.and adjusted by the National Geodetic Survey in August 1993.
 CY1114
 CY1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1114
 CY1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1114
 CY1114.The geoid height was determined by GEOID03.
 CY1114
 CY1114;                    North         East     Units Scale Factor Converg.
 CY1114;SPC AZ E     -   207,282.319   294,942.152   MT  0.99998204   +0 28 23.2
 CY1114;SPC AZ E     -   680,060.10    967,657.98   iFT  0.99998204   +0 28 23.2
 CY1114;UTM  12      - 3,637,773.759   659,529.693   MT  0.99991381   +0 55 31.8
 CY1114
 CY1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1114!SPC AZ E     -   0.99977365  x   0.99998204  =   0.99975569
 CY1114!UTM  12      -   0.99977365  x   0.99991381  =   0.99968748
 CY1114
 CY1114:                Primary Azimuth Mark                     Grid Az
 CY1114:SPC AZ E     -  MESA                                     035 06 12.8
 CY1114:UTM  12      -  MESA                                     034 39 04.2
 CY1114
 CY1114|---------------------------------------------------------------------|
 CY1114| PID    Reference Object                     Distance      Geod. Az  |
 CY1114|                                                           dddmmss.s |
 CY1114| CY1106 MESA                                APPROX. 5.9 KM 0353436.0 |
 CY1114| CC7532 TRAIL RM 1                           13.353 METERS 05458     |
 CY1114| CC7533 TRAIL RM 2                           13.477 METERS 17015     |
 CY1114|---------------------------------------------------------------------|
 CY1114
 CY1114                          SUPERSEDED SURVEY CONTROL
 CY1114
 CY1114  NAD 83(1986)-  32 51 59.33237(N)    109 17 41.74769(W) AD(       ) 2
 CY1114  NAD 27      -  32 51 59.09434(N)    109 17 39.49925(W) AD(       ) 2
 CY1114  NGVD 29 (07/19/86) 1467.2    (m)         4814.     (f) VERT ANG    3  
 CY1114
 CY1114.Superseded values are not recommended for survey control.
 CY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1114.See file dsdata.txt to determine how the superseded data were derived.
 CY1114
 CY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5953037774(NAD 83)
 CY1114_MARKER: DD = SURVEY DISK
 CY1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1114
 CY1114  HISTORY     - Date     Condition        Report By
 CY1114  HISTORY     - 1976     MONUMENTED       AZDT
 CY1114
 CY1114                          STATION DESCRIPTION
 CY1114
 CY1114'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1114'THE STATION IS ABOUT 24.5 MILES EAST OF SAFFORD, 12.5 MILES SOUTH
 CY1114'OF CLIFTON AND ABOUT 1200 FEET NORTH OF U.S. HWY. 666.
 CY1114'
 CY1114'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED TRAIL 1976 AND
 CY1114'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 CY1114'ABOUT 18 FEET SOUTH OF A TRAIL, PROJECTING 0.5 FEET ABOVE THE
 CY1114'GROUND AND IS MARKED WITH A WITNESS POST AND SIGN 4 FEET TO
 CY1114'NORTHWEST.
 CY1114'
 CY1114'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED TRAIL RM
 CY1114'1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING
 CY1114'0.5 FEET.
 CY1114'
 CY1114'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED TRAIL RM 2
 CY1114'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CY1114'
 CY1114'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND 666,
 CY1114'10 MILES EAST OF SAFFORD, GO EAST ON HWY. 666 TO MILE POST
 CY1114'147.03 AND A REST AREA ON NORTH SIDE OF HWY. AND A GATE AT WEST
 CY1114'END OF REST AREA.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR
 CY1114'0.21 MILE TO A FORK JUST BEFORE A CORRAL, TAKE A SHARP RIGHT AND
 CY1114'CROSS A WASH AND GO 0.06 MILE TO A SECOND FORK, TAKE LEFT FORK
 CY1114'AND CONTINUE FOR 0.34 MILE TO STATION ON THE RIGHT 18 FEET
 CY1114'SOUTH OF TRAIL AND MARKED WITH A WITNESS POST AND SIGN.
 CY1114'
 CY1114'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0770 ***********************************************************************
 DT0770  DESIGNATION -  TRAIL
 DT0770  PID         -  DT0770
 DT0770  STATE/COUNTY-  AZ/GREENLEE
 DT0770  USGS QUAD   -  PIPESTEM MTN (1967)
 DT0770
 DT0770                         *CURRENT SURVEY CONTROL
 DT0770  ___________________________________________________________________
 DT0770* NAD 83(1992)-  33 21 03.35802(N)    109 20 54.13858(W)     ADJUSTED  
 DT0770* NAVD 88     -      2048.0    (meters)    6719.     (feet)  VERTCON   
 DT0770  ___________________________________________________________________
 DT0770  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DT0770  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 DT0770  HORZ ORDER  -  SECOND
 DT0770
 DT0770.The horizontal coordinates were established by classical geodetic methods
 DT0770.and adjusted by the National Geodetic Survey in August 1993.
 DT0770
 DT0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0770
 DT0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0770
 DT0770.The geoid height was determined by GEOID03.
 DT0770
 DT0770;                    North         East     Units Scale Factor Converg.
 DT0770;SPC AZ E     -   260,967.769   289,521.525   MT  0.99997149   +0 26 59.6
 DT0770;SPC AZ E     -   856,193.47    949,873.77   iFT  0.99997149   +0 26 59.6
 DT0770;UTM  12      - 3,691,410.451   653,683.017   MT  0.99989120   +0 54 29.5
 DT0770
 DT0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0770!SPC AZ E     -   0.99968240  x   0.99997149  =   0.99965390
 DT0770!UTM  12      -   0.99968240  x   0.99989120  =   0.99957363
 DT0770
 DT0770|---------------------------------------------------------------------|
 DT0770| PID    Reference Object                     Distance      Geod. Az  |
 DT0770|                                                           dddmmss.s |
 DT0770| CD3738 TRAIL RM 1                           12.148 METERS 18413     |
 DT0770| CD3739 TRAIL RM 2                           11.783 METERS 27925     |
 DT0770| DT0767 SQUAW                               APPROX. 5.8 KM 3593122.8 |
 DT0770|---------------------------------------------------------------------|
 DT0770
 DT0770                          SUPERSEDED SURVEY CONTROL
 DT0770
 DT0770  NAD 83(1986)-  33 21 03.35461(N)    109 20 54.13820(W) AD(       ) 2
 DT0770  NAD 27      -  33 21 03.14392(N)    109 20 51.85812(W) AD(       ) 2
 DT0770  NGVD 29 (07/19/86) 2047.1    (m)         6716.     (f) VERT ANG    3  
 DT0770
 DT0770.Superseded values are not recommended for survey control.
 DT0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0770.See file dsdata.txt to determine how the superseded data were derived.
 DT0770
 DT0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5368391410(NAD 83)
 DT0770_MARKER: DD = SURVEY DISK
 DT0770_SETTING: 66 = SET IN ROCK OUTCROP
 DT0770_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0770+STABILITY: POSITION/ELEVATION WELL
 DT0770
 DT0770  HISTORY     - Date     Condition        Report By
 DT0770  HISTORY     - 1978     MONUMENTED       AZDT
 DT0770
 DT0770                          STATION DESCRIPTION
 DT0770
 DT0770'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0770'THE STATION IS LOCATED ABOUT 21.3 MILES NORTH OF CLIFTON ALONG
 DT0770'THE WEST SIDE OF U.S. HWY. 666.
 DT0770'
 DT0770'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED TRAIL 1978
 DT0770'AND IS EPOXIED IN A DRILL HOLE IN ROCK.  STATION MARKED WITH A
 DT0770'WITNESS POST AND SIGN 4 FEET TO NORTHEAST.
 DT0770'
 DT0770'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED TRAIL
 DT0770'RM 1 AND IS EPOXIED TO A ROCK.
 DT0770'
 DT0770'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED TRAIL
 DT0770'RM 2 AND IS EPOXIED TO A ROCK.
 DT0770'
 DT0770'TO REACH THE STATION FROM ADMINISTRATION BLDG. AT THE MORENCI
 DT0770'MINE IN MORENCI (AT MILE POST 168.6 ON U.S. HWY. 666), TRAVEL
 DT0770'NORTH ON HWY. 666 FOR 26.4 MILES TO MILE POST 195.04 AND A TRAIL
 DT0770'ON THE LEFT, TURN LEFT AND FOLLOW TRAIL FOR ABOUT 0.20 MILE AND
 DT0770'END OF TRUCK TRAVEL AT AN OLD MINE, PACK NORTHWESTERLY UP RIDGE
 DT0770'AND CONTINUE TO A SMALL SADDLE.  STATION IS ON WEST SIDE OF
 DT0770'SADDLE, ABOUT A 15 MINUTE PACK.
 DT0770'
 DT0770'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1904 ***********************************************************************
 DU1904  DESIGNATION -  TRAIL
 DU1904  PID         -  DU1904
 DU1904  STATE/COUNTY-  AZ/PINAL
 DU1904  USGS QUAD   -  IRON MOUNTAIN (1948)
 DU1904
 DU1904                         *CURRENT SURVEY CONTROL
 DU1904  ___________________________________________________________________
 DU1904* NAD 83(1992)-  33 24 17.26984(N)    111 09 16.72056(W)     ADJUSTED  
 DU1904* NAVD 88     -      1694.3    (meters)    5559.     (feet)  VERTCON   
 DU1904  ___________________________________________________________________
 DU1904  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 DU1904  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DU1904  HORZ ORDER  -  THIRD
 DU1904
 DU1904.The horizontal coordinates were established by classical geodetic methods
 DU1904.and adjusted by the National Geodetic Survey in August 1993.
 DU1904
 DU1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1904
 DU1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1904
 DU1904.The geoid height was determined by GEOID03.
 DU1904
 DU1904;                    North         East     Units Scale Factor Converg.
 DU1904;SPC AZ C     -   266,901.834   284,240.184   MT  0.99996192   +0 25 10.4
 DU1904;SPC AZ C     -   875,662.19    932,546.54   iFT  0.99996192   +0 25 10.4
 DU1904;UTM  12      - 3,696,174.942   485,620.067   MT  0.99960255   -0 05 06.5
 DU1904
 DU1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1904!SPC AZ C     -   0.99973850  x   0.99996192  =   0.99970043
 DU1904!UTM  12      -   0.99973850  x   0.99960255  =   0.99934115
 DU1904
 DU1904|---------------------------------------------------------------------|
 DU1904| PID    Reference Object                     Distance      Geod. Az  |
 DU1904|                                                           dddmmss.s |
 DU1904| DU1923 TRAIL RM 1                                         08651     |
 DU1904| DU1896 MILLSITE                            APPROX.12.5 KM 2311024.5 |
 DU1904|---------------------------------------------------------------------|
 DU1904
 DU1904                          SUPERSEDED SURVEY CONTROL
 DU1904
 DU1904  NAD 83(1986)-  33 24 17.26572(N)    111 09 16.72196(W) AD(       ) 3
 DU1904  NGVD 29 (09/20/88) 1693.6    (m)         5556.     (f) VERT ANG    3  
 DU1904
 DU1904.Superseded values are not recommended for survey control.
 DU1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1904.See file dsdata.txt to determine how the superseded data were derived.
 DU1904
 DU1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8562096175(NAD 83)
 DU1904_MARKER: DS = TRIANGULATION STATION DISK
 DU1904_SETTING: 66 = SET IN ROCK OUTCROP
 DU1904_SP_SET: SET IN ROCK OUTCROP
 DU1904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1904+STABILITY: POSITION/ELEVATION WELL
 DU1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1904+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 DU1904
 DU1904  HISTORY     - Date     Condition        Report By
 DU1904  HISTORY     - 1946     MONUMENTED       USGS
 DU1904  HISTORY     - 20080526 GOOD             GEOCAC
 DU1904
 DU1904                          STATION DESCRIPTION
 DU1904
 DU1904'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1904'LOCATED ABOUT 6 MI NW. OF SUPERIOR, 1.5 MI S. OF ROGERS TROUGHS.
 DU1904'ON WHITE LIMESTONE HILL LOCALLY CALLED MONTANA MTN.
 DU1904'
 DU1904'TO REACH FROM ROGERS TROUGHS, GO ABOUT 1.5 MI S. ON OLD SUPERIOR
 DU1904'RIDGE TRAIL (PART OF REEVIS CANYON TRAIL TO SUPERIOR) TO SUMMIT
 DU1904'OF SADDLE.  CLIMB RIGHT (W.) TO SUMMIT OF RIDGE.  FOLLOW RIDGE S.
 DU1904'TO HIGHEST POINT AND STATION.  A 1-HOUR PACK WITH HORSES.
 DU1904'
 DU1904'STATION MARK--STANDARD TABLET STAMPED---TRAIL 1946---, CEMENTED IN
 DU1904'ROCK OUTCROP.
 DU1904'
 DU1904'RM 1--CROSS ON ROCK.
 DU1904
 DU1904                          STATION RECOVERY (2008)
 DU1904
 DU1904'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU1904'RECOVERED STATION MARK IN GOOD CONDITION AND REFERENCE MARK 1 WAS NOT
 DU1904'FOUND AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION - THE
 DU1904'STATION MARK IS LOCATED 1 INCH BELOW THE SURFACE OF THE GROUND.
 DU1904' 
 DU1904'UPDATED TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF US 60
 DU1904'AND QUEEN VALLEY ROAD TAKE QUEEN VALLEY ROAD NORTHEAST FOR 1.7 MILES
 DU1904'TO HEWITT STATION ROAD. BEAR RIGHT ON HEWITT STATION ROAD AND GO
 DU1904'NORTHWEST FOR 3.1 MILES TO FS 172. TURN LEFT ON TO FS 172 AND GO NORTH
 DU1904'THROUGH QUEEN CREEK WASH AND CONTINUE ON FS 172 FOR 13.1 MILES TO FS
 DU1904'650.
 DU1904'TURN RIGHT ON TO FS 650 AND GO EAST ON FS 650 FOR 2.4 MILES AND A
 DU1904'SMALL AREA TO PARK ON THE RIGHT. PARK AND PACK TO THE SUMMIT AND THE
 DU1904'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2073 ***********************************************************************
 DU2073  DESIGNATION -  TRAIN
 DU2073  PID         -  DU2073
 DU2073  STATE/COUNTY-  AZ/PINAL
 DU2073  USGS QUAD   -  MAGMA (1956)
 DU2073
 DU2073                         *CURRENT SURVEY CONTROL
 DU2073  ___________________________________________________________________
 DU2073* NAD 83(1992)-  33 08 47.53492(N)    111 24 56.03789(W)     ADJUSTED  
 DU2073* NAVD 88     -       496.4    (meters)    1629.     (feet)  VERTCON   
 DU2073  ___________________________________________________________________
 DU2073  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DU2073  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DU2073  HORZ ORDER  -  SECOND
 DU2073
 DU2073.The horizontal coordinates were established by classical geodetic methods
 DU2073.and adjusted by the National Geodetic Survey in August 1993.
 DU2073
 DU2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2073
 DU2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2073
 DU2073.The geoid height was determined by GEOID03.
 DU2073
 DU2073;                    North         East     Units Scale Factor Converg.
 DU2073;SPC AZ C     -   238,113.544   260,107.462   MT  0.99992694   +0 16 26.4
 DU2073;SPC AZ C     -   781,212.41    853,370.94   iFT  0.99992694   +0 16 26.4
 DU2073;UTM  12      - 3,667,609.145   461,243.710   MT  0.99961852   -0 13 38.0
 DU2073
 DU2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2073!SPC AZ C     -   0.99992669  x   0.99992694  =   0.99985363
 DU2073!UTM  12      -   0.99992669  x   0.99961852  =   0.99954524
 DU2073
 DU2073:                Primary Azimuth Mark                     Grid Az
 DU2073:SPC AZ C     -  PALO                                     099 42 29.9
 DU2073:UTM  12      -  PALO                                     100 12 34.3
 DU2073
 DU2073|---------------------------------------------------------------------|
 DU2073| PID    Reference Object                     Distance      Geod. Az  |
 DU2073|                                                           dddmmss.s |
 DU2073| DU2056 PALO                                APPROX. 6.8 KM 0995856.3 |
 DU2073| CH5602 TRAIN RM 1                           13.641 METERS 14542     |
 DU2073| CH5603 TRAIN RM 2                           13.763 METERS 32627     |
 DU2073|---------------------------------------------------------------------|
 DU2073
 DU2073                          SUPERSEDED SURVEY CONTROL
 DU2073
 DU2073  NAD 83(1986)-  33 08 47.52771(N)    111 24 56.03956(W) AD(       ) 2
 DU2073  NAD 27      -  33 08 47.32228(N)    111 24 53.59070(W) AD(       ) 2
 DU2073  NGVD 29 (07/19/86)  495.9    (m)         1627.     (f) VERT ANG    3  
 DU2073
 DU2073.Superseded values are not recommended for survey control.
 DU2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2073.See file dsdata.txt to determine how the superseded data were derived.
 DU2073
 DU2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6124467609(NAD 83)
 DU2073_MARKER: DD = SURVEY DISK
 DU2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2073
 DU2073  HISTORY     - Date     Condition        Report By
 DU2073  HISTORY     - 1976     MONUMENTED       AZDT
 DU2073
 DU2073                          STATION DESCRIPTION
 DU2073
 DU2073'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2073'THE STATION IS LOCATED ABOUT 8.4 MILES WEST NORTHWEST OF FLORENCE
 DU2073'AND 13.3 MILES EAST NORTHEAST OF COOLIDGE ON THE MAGMA FLOOD
 DU2073'CONTROL RETENTION DAM.
 DU2073'
 DU2073'THE STATION IS A ADOT HIGHWAY DIVISION DISK STAMPED TRAIN P AND
 DU2073'M G.S. 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2073'STATION IS ON THE TOP OF THE DIKE AND TO THE LEFT OF THE DIKE ROAD
 DU2073'AND IS MARKED BY A WITNESS POST AND SIGN 2.7 FEET TO THE WEST.
 DU2073'
 DU2073'RM 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1 1975 AND IS
 DU2073'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 7 FEET SOUTHWEST OF
 DU2073'THE CENTERLINE OF DIKE ROAD.
 DU2073'
 DU2073'RM 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2 1975 AND IS
 DU2073'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 7 FEET SOUTHWEST OF
 DU2073'THE DIKE ROAD.
 DU2073'
 DU2073'TO REACH THE STATION FROM THE COURTHOUSE IN FLORENCE, GO EAST
 DU2073'ON STATE ROUTE 287 FOR 0.4 MILES TO THE INTERSECTION OF
 DU2073'U.S. HIGHWAY 80-89.  GO NORTH ON U.S. 80 FOR 6.1 MILES TO ARIZONA
 DU2073'FARMS RD., GO LEFT, WEST, ON PAVED ROAD FOR 1.55 MILES TO THE EL
 DU2073'PASO GAS LINE, TURN RIGHT, NORTH, THROUGH GATE AND BEAR LEFT ON
 DU2073'TRACK ROAD FOR 0.12 MILE TO A FORK, TAKE LEFT FORK FOR 200 FEET
 DU2073'TO EAST END OF DIKE (MAGMA), TURN LEFT ON TOP OF DIKE AND GO
 DU2073'SOUTHWEST THEN WEST ON DIKE ROAD FOR 0.93 MILES TO THE
 DU2073'STATION DAM.  CONTINUE ON DIKE ROAD FOR 0.90 MILES NORTH TO A
 DU2073'CURVE IN DIKE, CONTINUE NORTHWEST FOR 1.20 MILES TO THE
 DU2073'STATION ON THE LEFT MARKED WITH A WITNESS POST AND SIGN.
 DU2073'CAR CAN BE DRIVEN TO STATION IN DRY WEATHER.
 DU2073'
 DU2073'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7534 ***********************************************************************
 DK7534  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7534  DESIGNATION -  TRAIN
 DK7534  PID         -  DK7534
 DK7534  STATE/COUNTY-  AZ/COCHISE
 DK7534  USGS QUAD   -  MESCAL (1983)
 DK7534
 DK7534                         *CURRENT SURVEY CONTROL
 DK7534  ___________________________________________________________________
 DK7534* NAD 83(2007)-  31 59 14.71942(N)    110 27 13.39338(W)     ADJUSTED  
 DK7534* NAVD 88     -      1222.12   (meters)    4009.6    (feet)  GPS OBS   
 DK7534  ___________________________________________________________________
 DK7534  EPOCH DATE  -        2007.00
 DK7534  X           -  -1,892,558.561 (meters)                     COMP
 DK7534  Y           -  -5,074,369.035 (meters)                     COMP
 DK7534  Z           -   3,359,881.189 (meters)                     COMP
 DK7534  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DK7534  ELLIP HEIGHT-        1194.244 (meters)          (11/28/08) ADJUSTED
 DK7534  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DK7534  HORZ ORDER  -  B
 DK7534  ELLP ORDER  -  FOURTH    CLASS II
 DK7534
 DK7534.The horizontal coordinates were established by GPS observations
 DK7534.and adjusted by the National Geodetic Survey in November 2008.
 DK7534
 DK7534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7534.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7534.The horizontal coordinates are valid at the epoch date displayed above.
 DK7534.The epoch date for horizontal control is a decimal equivalence
 DK7534.of Year/Month/Day.
 DK7534
 DK7534.The orthometric height was determined by GPS observations and a
 DK7534.high-resolution geoid model.
 DK7534.The orthometric height was determined by GPS observations and a
 DK7534.high-resolution geoid model using precise GPS observation and
 DK7534.processing techniques.
 DK7534
 DK7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7534
 DK7534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7534
 DK7534.The ellipsoidal height was determined by GPS observations
 DK7534.and is referenced to NAD 83.
 DK7534
 DK7534.The geoid height was determined by GEOID03.
 DK7534
 DK7534;                    North         East     Units Scale Factor Converg.
 DK7534;SPC AZ E     -   109,508.432   186,234.353   MT  0.99990907   -0 09 07.4
 DK7534;SPC AZ E     -   359,279.63    611,005.10   iFT  0.99990907   -0 09 07.4
 DK7534;UTM  12      - 3,539,171.851   551,606.418   MT  0.99963284   +0 17 21.8
 DK7534
 DK7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7534!SPC AZ E     -   0.99981252  x   0.99990907  =   0.99972160
 DK7534!UTM  12      -   0.99981252  x   0.99963284  =   0.99944543
 DK7534
 DK7534                          SUPERSEDED SURVEY CONTROL
 DK7534
 DK7534.No superseded survey control is available for this station.
 DK7534
 DK7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5160639172(NAD 83)
 DK7534_MARKER: DD = SURVEY DISK
 DK7534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7534_STAMPING: TRAIN 2005
 DK7534_MARK LOGO: AZ-003
 DK7534_PROJECTION: FLUSH
 DK7534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7534+STABILITY: SURFACE MOTION
 DK7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7534+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7534
 DK7534  HISTORY     - Date     Condition        Report By
 DK7534  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7534
 DK7534                          STATION DESCRIPTION
 DK7534
 DK7534'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7534'TRAVELING WEST ON INTERSTATE 10 FROM BENSON ARIZONA, TAKE EXIT 297,
 DK7534'AND HEAD NORTH ON MESCAL ROAD FOR APPROXIMATELY 1.9 MILE TO THE TRAIN
 DK7534'TRACKS.  FOLLOW A DIRT ROAD THAT IS LOCATED JUST NORTH OF THE TRACKS
 DK7534'AND GO WEST FOR 0.74 MILE TO A RAILROAD CROSSING, GO UP AND OVER THE
 DK7534'CROSSING IN THE TRACKS, CONTINUE TO FOLLOW THE TRACKS THAT GO WEST FOR
 DK7534'ANOTHER 046 MI (74.0 KM) TO THE STATION.
 DK7534' 
 DK7534'THE STATION IS LOCATED APROX 70 FT (21.3 M) NORTH OF THE TRACKS, AND
 DK7534'10 FT (3.0 M) SOUTH OF A FENCE LINE IN THE RAILROAD RIGHT-OF-WAY.
 DK7534' 
 DK7534'THE STATION IS A 3 INCH (8 CM) BRASS COCHISE COUNTY HIGHWAY AND
 DK7534'FLOODPLAIN DEPARTMENT DISK STAMPED TRAIN 2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0754 ***********************************************************************
 DT0754  DESIGNATION -  TRAM
 DT0754  PID         -  DT0754
 DT0754  STATE/COUNTY-  AZ/GREENLEE
 DT0754  USGS QUAD   -  CLIFTON (1989)
 DT0754
 DT0754                         *CURRENT SURVEY CONTROL
 DT0754  ___________________________________________________________________
 DT0754* NAD 83(1992)-  33 05 06.38543(N)    109 18 37.24769(W)     ADJUSTED  
 DT0754* NAVD 88     -      1334.7    (meters)    4379.     (feet)  VERTCON   
 DT0754  ___________________________________________________________________
 DT0754  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DT0754  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DT0754  HORZ ORDER  -  SECOND
 DT0754
 DT0754.The horizontal coordinates were established by classical geodetic methods
 DT0754.and adjusted by the National Geodetic Survey in August 1993.
 DT0754
 DT0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0754
 DT0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0754
 DT0754.The geoid height was determined by GEOID03.
 DT0754
 DT0754;                    North         East     Units Scale Factor Converg.
 DT0754;SPC AZ E     -   231,515.537   293,302.163   MT  0.99997877   +0 28 02.9
 DT0754;SPC AZ E     -   759,565.41    962,277.44   iFT  0.99997877   +0 28 02.9
 DT0754;UTM  12      - 3,661,991.530   657,697.978   MT  0.99990663   +0 55 21.2
 DT0754
 DT0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0754!SPC AZ E     -   0.99979447  x   0.99997877  =   0.99977324
 DT0754!UTM  12      -   0.99979447  x   0.99990663  =   0.99970112
 DT0754
 DT0754:                Primary Azimuth Mark                     Grid Az
 DT0754:SPC AZ E     -  DORSEY                                   013 53 15.6
 DT0754:UTM  12      -  DORSEY                                   013 25 57.3
 DT0754
 DT0754|---------------------------------------------------------------------|
 DT0754| PID    Reference Object                     Distance      Geod. Az  |
 DT0754|                                                           dddmmss.s |
 DT0754| DT0753 DORSEY                              APPROX. 3.9 KM 0142118.5 |
 DT0754| CD3740 TRAM RM 1                            15.545 METERS 22148     |
 DT0754| CD3741 TRAM RM 2                            17.005 METERS 28711     |
 DT0754|---------------------------------------------------------------------|
 DT0754
 DT0754                          SUPERSEDED SURVEY CONTROL
 DT0754
 DT0754  NAD 83(1986)-  33 05 06.38110(N)    109 18 37.24584(W) AD(       ) 2
 DT0754  NAD 27      -  33 05 06.15450(N)    109 18 34.98262(W) AD(       ) 2
 DT0754  NGVD 29 (07/19/86) 1334.0    (m)         4377.     (f) VERT ANG    3  
 DT0754
 DT0754.Superseded values are not recommended for survey control.
 DT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0754.See file dsdata.txt to determine how the superseded data were derived.
 DT0754
 DT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5769861992(NAD 83)
 DT0754_MARKER: DD = SURVEY DISK
 DT0754_SETTING: 80 = SET IN A BOULDER
 DT0754_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DT0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0754+STABILITY: SURFACE MOTION
 DT0754
 DT0754  HISTORY     - Date     Condition        Report By
 DT0754  HISTORY     - 1978     MONUMENTED       AZDT
 DT0754
 DT0754                          STATION DESCRIPTION
 DT0754
 DT0754'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0754'THE STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF CLIFTON
 DT0754'AT A TRAMWAY TOWER ON THE WEST SIDE OF THE SAN FRANCISCO RIVER.
 DT0754'
 DT0754'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED TRAM 1978
 DT0754'AND IS EPOXIED IN A DRILL HOLE IN A BOULDER ABOUT 20 FEET NORTH
 DT0754'OF THE NORTHWEST LEG OF TOWER.  STATION IS MARKED WITH A WITNESS
 DT0754'POST AND SIGN 4 FEET NORTHEAST OF STATION.
 DT0754'
 DT0754'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED TRAM
 DT0754'RM 1 1978 AND IS EPOXIED TO A BOULDER.
 DT0754'
 DT0754'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED TRAM
 DT0754'RM 2 1978 AND IS EPOXIED TO A BOULDER.
 DT0754'
 DT0754'TO REACH THE STATION FROM THE VALLEY NATIONAL BANK AND
 DT0754'U.S. HWY. 666 IN CLIFTON, TRAVEL NORTH ON NORTH CLIFTON RD. TO A
 DT0754'BRIDGE, CROSS BRIDGE AND GO 1.10 MILES TO A FORK, TAKE LEFT FORK
 DT0754'FOLLOWING MAIN ROAD FOR 0.80 MILE TO A T ROAD, GO STRAIGHT AHEAD
 DT0754'FOR 0.10 MILE, FORD THE RIVER AND CONTINUE FOR 0.35 MILE TO A FORK,
 DT0754'TURN LEFT FOR 0.15 MILE TO A LOCKED GATE (KEY 234), CONTINUE
 DT0754'UP ROAD FOR 0.95 MILE TO A SADDLE, TURN LEFT UP A RIDGE FOR
 DT0754'0.35 MILE AND TO TRAMWAY TOWER AND THE STATION.
 DT0754'
 DT0754'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1104 ***********************************************************************
 ET1104  DESIGNATION -  TRANS
 ET1104  PID         -  ET1104
 ET1104  STATE/COUNTY-  AZ/MOHAVE
 ET1104  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET1104
 ET1104                         *CURRENT SURVEY CONTROL
 ET1104  ___________________________________________________________________
 ET1104* NAD 83(1992)-  34 35 35.76552(N)    113 30 52.63951(W)     ADJUSTED  
 ET1104* NAVD 88     -       702.1    (meters)    2303.     (feet)  VERTCON   
 ET1104  ___________________________________________________________________
 ET1104  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 ET1104  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 ET1104  HORZ ORDER  -  SECOND
 ET1104
 ET1104.The horizontal coordinates were established by classical geodetic methods
 ET1104.and adjusted by the National Geodetic Survey in August 1993.
 ET1104
 ET1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1104
 ET1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1104
 ET1104.The geoid height was determined by GEOID03.
 ET1104
 ET1104;                    North         East     Units Scale Factor Converg.
 ET1104;SPC AZ W     -   398,495.644   234,951.582   MT  0.99993908   +0 08 01.1
 ET1104;SPC AZ W     - 1,307,400.41    770,838.52   iFT  0.99993908   +0 08 01.1
 ET1104;UTM  12      - 3,830,813.897   269,380.410   MT  1.00025559   -1 25 41.9
 ET1104
 ET1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1104!SPC AZ W     -   0.99989439  x   0.99993908  =   0.99983347
 ET1104!UTM  12      -   0.99989439  x   1.00025559  =   1.00014995
 ET1104
 ET1104|---------------------------------------------------------------------|
 ET1104| PID    Reference Object                     Distance      Geod. Az  |
 ET1104|                                                           dddmmss.s |
 ET1104| CH3531 HIGHWAY 93 MP 133.45                 11.100 METERS 05843     |
 ET1104| ET1020 KAISER                              APPROX. 6.0 KM 1263104.0 |
 ET1104| CH3532 TRANS RM 2                            9.467 METERS 32711     |
 ET1104|---------------------------------------------------------------------|
 ET1104
 ET1104                          SUPERSEDED SURVEY CONTROL
 ET1104
 ET1104  NAD 83(1986)-  34 35 35.76501(N)    113 30 52.64691(W) AD(       ) 2
 ET1104  NAD 27      -  34 35 35.70733(N)    113 30 49.89910(W) AD(       ) 2
 ET1104  NGVD 29 (07/19/86)  701.4    (m)         2301.     (f) VERT ANG    3  
 ET1104
 ET1104.Superseded values are not recommended for survey control.
 ET1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1104.See file dsdata.txt to determine how the superseded data were derived.
 ET1104
 ET1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6938030814(NAD 83)
 ET1104_MARKER: DD = SURVEY DISK
 ET1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1104+STABILITY: SURFACE MOTION
 ET1104
 ET1104  HISTORY     - Date     Condition        Report By
 ET1104  HISTORY     - 1980     MONUMENTED       AZDT
 ET1104  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 ET1104
 ET1104                          STATION DESCRIPTION
 ET1104
 ET1104'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET1104'THE STATION IS LOCATED 19 MILES NORTHWEST OF BAGDAD, 9.5 MILES
 ET1104'SOUTHEAST OF WIKIEUP AND ALONG US HIGHWAY 93.
 ET1104'
 ET1104'THE STATION MARK IS AN ADOT DISK STAMPED TRANS 1980.  IT IS SET IN TOP
 ET1104'OF A CONCRETE MONUMENT 4.3 FEET EAST OF THE WITNESS POST.  THE STATION
 ET1104'IS NEAR A LONE PROMINENT SAGUARO.
 ET1104'
 ET1104'REFERENCE MARK 1 IS AN ADOT DISK STAMPED P AND M HWY 93 MP 133.45 1972
 ET1104'36.4 ENE.  IT IS SET IN A DRILL HOLE IN ROCK.
 ET1104'
 ET1104'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, TRANS RM 2 1980.  IT IS SET
 ET1104'IN TOP OF A CONCRETE MONUMENT.
 ET1104'
 ET1104'TO REACH THE STATION FROM THE POST OFFICE IN WIKIEUP TRAVEL SE ALONG
 ET1104'US HIGHWAY 93 FOR 8.95 MILES TO A WIRE GATE ON THE RIGHT THAT LEADS TO
 ET1104'A POWERLINE TRAIL.  TURN RIGHT THROUGH GATE AND FOLLOW POWERLINE FOR
 ET1104'0.35 MILE TO THE BOTTOM OF A WASH.  TURN LEFT ON BULLDOSED TRAIL FOR
 ET1104'0.15 MILE TO A GAS LINE.  TURN LEFT ALONG GAS LINE FOR 0.15 MILE TO
 ET1104'BOTTOM OF A WASH.  TURN VEHICLE AROUND AND MAKE SHARP TURN TO SOUTH,
 ET1104'TRAVEL UP BULL DOZED TRAIL AND TRAVEL SOUTHEASTERLY FOR 0.35 MILE TO
 ET1104'STATION ABOVE HIGHWAY CUT, NEAR A LONE SAGUARO.  THE STATION CAN BE
 ET1104'PACKED FROM HIGH WAY IN ABOUT 3 MINUTES.
 ET1104
 ET1104                          STATION RECOVERY (2006)
 ET1104
 ET1104'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ET1104'THE ADJUSTED COORDINATES POINT TO THE EDGE OF THE CUT ABOVE US HIGHWAY
 ET1104'93. THE BULL DOZED TRAIL AND SAGUARO WERE NOT FOUND. THE WITNESS POST
 ET1104'WAS FOUND IN THE AREA LYING ON THE GROUND. THE REFERENCE MARKS WERE
 ET1104'ALSO NOT FOUND, AND WOULD HAVE BEEN LOCATED SOMEWHERE OVER THE EDGE OF
 ET1104'THE CUT ONTO US HIGHWAY 93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0841 ***********************************************************************
 FR0841  DESIGNATION -  TRANS
 FR0841  PID         -  FR0841
 FR0841  STATE/COUNTY-  AZ/COCONINO
 FR0841  USGS QUAD   -  RED BUTTE SW (1980)
 FR0841
 FR0841                         *CURRENT SURVEY CONTROL
 FR0841  ___________________________________________________________________
 FR0841* NAD 83(1992)-  35 45 24.85774(N)    112 07 53.13924(W)     ADJUSTED  
 FR0841* NAVD 88     -      1864.6    (meters)    6117.     (feet)  VERTCON   
 FR0841  ___________________________________________________________________
 FR0841  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 FR0841  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FR0841  HORZ ORDER  -  SECOND
 FR0841
 FR0841.The horizontal coordinates were established by classical geodetic methods
 FR0841.and adjusted by the National Geodetic Survey in August 1993.
 FR0841
 FR0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0841
 FR0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0841
 FR0841.The geoid height was determined by GEOID03.
 FR0841
 FR0841;                    North         East     Units Scale Factor Converg.
 FR0841;SPC AZ C     -   527,563.817   193,939.040   MT  0.99990465   -0 07 31.8
 FR0841;SPC AZ C     - 1,730,852.42    636,282.94   iFT  0.99990465   -0 07 31.8
 FR0841;UTM  12      - 3,957,576.403   397,712.958   MT  0.99972892   -0 39 40.3
 FR0841
 FR0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0841!SPC AZ C     -   0.99971106  x   0.99990465  =   0.99961574
 FR0841!UTM  12      -   0.99971106  x   0.99972892  =   0.99944006
 FR0841
 FR0841|---------------------------------------------------------------------|
 FR0841| PID    Reference Object                     Distance      Geod. Az  |
 FR0841|                                                           dddmmss.s |
 FR0841| CH3529 TRANS RM 1                           17.004 METERS 00637     |
 FR0841| CH3530 TRANS RM 2                           11.743 METERS 18503     |
 FR0841| FR0842 POWER                               APPROX. 3.8 KM 2773750.9 |
 FR0841|---------------------------------------------------------------------|
 FR0841
 FR0841                          SUPERSEDED SURVEY CONTROL
 FR0841
 FR0841  NAD 83(1986)-  35 45 24.85597(N)    112 07 53.13603(W) AD(       ) 2
 FR0841  NAD 27      -  35 45 24.88497(N)    112 07 50.53933(W) AD(       ) 2
 FR0841  NGVD 29 (07/19/86) 1863.7    (m)         6114.     (f) VERT ANG    3  
 FR0841
 FR0841.Superseded values are not recommended for survey control.
 FR0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0841.See file dsdata.txt to determine how the superseded data were derived.
 FR0841
 FR0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9771357576(NAD 83)
 FR0841_MARKER: DD = SURVEY DISK
 FR0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0841+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0841
 FR0841  HISTORY     - Date     Condition        Report By
 FR0841  HISTORY     - 1975     MONUMENTED       AZDT
 FR0841  HISTORY     - 20000715 GOOD             AZDT
 FR0841
 FR0841                          STATION DESCRIPTION
 FR0841
 FR0841'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0841'THE STATION IS ABOUT 25.5 MILES NORTH OF WILLIAMS, 0.6 MILES
 FR0841'SOUTH OF A POWER TRANSMISSION LINE, ON A CREST OF A HILL IN THE
 FR0841'WEST RIGHT-OF-WAY ALONG STATE ROUTE 64.
 FR0841'
 FR0841'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED TRANS 1975
 FR0841'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE DISK IS
 FR0841'145 FEET WEST OF STATE HIGHWAY 64 CENTERLINE, 5 FEET WEST OF WEST
 FR0841'RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF WITNESS POST AND SIGN, ON THE
 FR0841'CREST OF A HILL.
 FR0841'
 FR0841'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED TRANS
 FR0841'RM 1 1975 AND IS EPOXIED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 FR0841'GROUND.  THE MARK IS 149 FEET WEST OF THE CENTERLINE OF HIGHWAY
 FR0841'64, 1.5 FEET EAST OF WEST RIGHT-OF-WAY FENCE AND 56 FEET NORTH OF
 FR0841'WITNESS POST AND SIGN.
 FR0841'
 FR0841'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED TRANS
 FR0841'RM 2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 FR0841'MARK IS 138 FEET WEST OF HIGHWAY 64 CENTERLINE, 11 FEET EAST OF
 FR0841'WEST RIGHT-OF-WAY FENCE AND 38.5 FEET SOUTH OF WITNESS POST AND
 FR0841'SIGN.
 FR0841'
 FR0841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FR0841'STATE ROUTE 64, 2 MILES EAST OF WILLIAMS, GO NORTH ON STATE
 FR0841'HIGHWAY 64 TO MILE POST 220.76 AND THE STATION IN THE WEST
 FR0841'RIGHT-OF-WAY OF HIGHWAY ON THE CREST OF A HILL.
 FR0841'
 FR0841'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0841
 FR0841                          STATION RECOVERY (2000)
 FR0841
 FR0841'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2200 ***********************************************************************
 DV2200  DESIGNATION -  TRANS
 DV2200  PID         -  DV2200
 DV2200  STATE/COUNTY-  AZ/MARICOPA
 DV2200  USGS QUAD   -  STAR WELL (1989)
 DV2200
 DV2200                         *CURRENT SURVEY CONTROL
 DV2200  ___________________________________________________________________
 DV2200* NAD 83(1992)-  33 38 53.57271(N)    112 47 23.67618(W)     ADJUSTED  
 DV2200* NAVD 88     -       444.6    (meters)    1459.     (feet)  VERTCON   
 DV2200  ___________________________________________________________________
 DV2200  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DV2200  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV2200  HORZ ORDER  -  SECOND
 DV2200
 DV2200.The horizontal coordinates were established by classical geodetic methods
 DV2200.and adjusted by the National Geodetic Survey in August 1993.
 DV2200
 DV2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2200
 DV2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2200
 DV2200.The geoid height was determined by GEOID03.
 DV2200
 DV2200;                    North         East     Units Scale Factor Converg.
 DV2200;SPC AZ C     -   293,980.025   132,361.441   MT  0.99998086   -0 29 02.0
 DV2200;SPC AZ C     -   964,501.39    434,256.70   iFT  0.99998086   -0 29 02.0
 DV2200;UTM  12      - 3,724,588.674   334,016.920   MT  0.99993965   -0 59 31.2
 DV2200
 DV2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2200!SPC AZ C     -   0.99993497  x   0.99998086  =   0.99991584
 DV2200!UTM  12      -   0.99993497  x   0.99993965  =   0.99987463
 DV2200
 DV2200|---------------------------------------------------------------------|
 DV2200| PID    Reference Object                     Distance      Geod. Az  |
 DV2200|                                                           dddmmss.s |
 DV2200| CH5605 TRANS RM 1                           13.373 METERS 05315     |
 DV2200| CH5604 TRANS AZ MK                                        1301946.3 |
 DV2200| CH5606 TRANS RM 2                           21.705 METERS 15752     |
 DV2200|---------------------------------------------------------------------|
 DV2200
 DV2200                          SUPERSEDED SURVEY CONTROL
 DV2200
 DV2200  NAD 83(1986)-  33 38 53.56900(N)    112 47 23.68179(W) AD(       ) 2
 DV2200  NAD 27      -  33 38 53.44400(N)    112 47 21.04800(W) AD(       ) 2
 DV2200  NGVD 29 (07/19/86)  444.0    (m)         1457.     (f) VERT ANG    3  
 DV2200
 DV2200.Superseded values are not recommended for survey control.
 DV2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2200.See file dsdata.txt to determine how the superseded data were derived.
 DV2200
 DV2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3401724589(NAD 83)
 DV2200_MARKER: DS = TRIANGULATION STATION DISK
 DV2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2200
 DV2200  HISTORY     - Date     Condition        Report By
 DV2200  HISTORY     - 1948     MONUMENTED       CGS
 DV2200
 DV2200                          STATION DESCRIPTION
 DV2200
 DV2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2200'STATION LOCATED ABOUT 22 MILES SOUTH OF WICKENBURG, 14 MILES
 DV2200'NORTHEAST OF TONOPAH, 2 MILES WEST OF THE HASSAYAMPA RIVER,
 DV2200'50 PACES SOUTHWEST OF POLE 753 OF THE WEST SET OF TWO ELECTRIC
 DV2200'TRANSMISSION LINES, SET FLUSH WITH GROUND, AND STAMPED,
 DV2200'TRANS 1947.
 DV2200'
 DV2200'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS STATION MARK,
 DV2200'PROJECTS 2 INCHES, AND STAMPED, TRANS NO 1 1947.
 DV2200'
 DV2200'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS STATION MARK,
 DV2200'PROJECTS 2 INCHES, AND STAMPED, TRANS NO 2 1947.
 DV2200'
 DV2200'AZIMUTH MARK IS 5 PACES NORTHEAST OF ACCESS ROAD TO WEST
 DV2200'SET OF TWO ELECTRIC TRANSMISSION LINES, 3 FEET SOUTHWEST
 DV2200'OF POLE 758 OF WEST SET OF TWO ELECTRIC TRANSMISSION LINES,
 DV2200'PROJECTS 2 INCHES, AND STAMPED, TRANS 1947.
 DV2200'
 DV2200'TO REACH FROM WICKENBURG AT UNDERPASS ON U.S. HIGHWAY 60 AND
 DV2200'70, GO WEST ON HIGHWAY FOR 2.0 MILES TO SIDE ROAD LEFT.  TURN
 DV2200'LEFT, CROSS CATTLE GUARD AND GO 12.2 MILES ON MAIN BLADED
 DV2200'ROAD TO FORK.  TAKE LEFT FORK AND FOLLOW MAIN BLADED ROAD
 DV2200'FOR 7.7 MILES TO CROSSROAD AT TWO SETS OF ELECTRIC TRANSMISSION
 DV2200'LINES.  TURN LEFT AND FOLLOW TRANSMISSION LINE ACCESS ROAD
 DV2200'FOR 7.3 MILES TO POLE 753 OF WEST SET OF TWO ELECTRIC
 DV2200'TRANSMISSION LINES AND STATION AS DESCRIBED ABOVE.  A DRIVE
 DV2200'STATION.
 DV2200'
 DV2200'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST ALONG ACCESS
 DV2200'ROAD OF WEST SET OF TWO ELECTRIC TRANSMISSION LINES TO POLE
 DV2200'758 OF WEST SET OF TWO ELECTRIC TRANSMISSION LINES, A DISTANCE
 DV2200'OF 0.55 MILE TO MARK AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1801 ***********************************************************************
 DU1801  DESIGNATION -  TRANS
 DU1801  PID         -  DU1801
 DU1801  STATE/COUNTY-  AZ/GILA
 DU1801  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1801
 DU1801                         *CURRENT SURVEY CONTROL
 DU1801  ___________________________________________________________________
 DU1801* NAD 83(1992)-  33 59 19.93867(N)    111 22 31.31721(W)     ADJUSTED  
 DU1801* NAVD 88     -      1212.3    (meters)    3977.     (feet)  VERTCON   
 DU1801  ___________________________________________________________________
 DU1801  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DU1801  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DU1801  HORZ ORDER  -  SECOND
 DU1801
 DU1801.The horizontal coordinates were established by classical geodetic methods
 DU1801.and adjusted by the National Geodetic Survey in August 1993.
 DU1801
 DU1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1801
 DU1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1801
 DU1801.The geoid height was determined by GEOID03.
 DU1801
 DU1801;                    North         East     Units Scale Factor Converg.
 DU1801;SPC AZ E     -   332,078.158   101,688.058   MT  1.00005368   -0 40 32.8
 DU1801;SPC AZ E     - 1,089,495.27    333,622.24   iFT  1.00005368   -0 40 32.8
 DU1801;UTM  12      - 3,760,985.598   465,331.160   MT  0.99961482   -0 12 35.4
 DU1801
 DU1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1801!SPC AZ E     -   0.99981393  x   1.00005368  =   0.99986760
 DU1801!UTM  12      -   0.99981393  x   0.99961482  =   0.99942883
 DU1801
 DU1801|---------------------------------------------------------------------|
 DU1801| PID    Reference Object                     Distance      Geod. Az  |
 DU1801|                                                           dddmmss.s |
 DU1801| DU1830 P M 338 16                            6.194 METERS 00024     |
 DU1801| DU2036 REED                                APPROX. 6.6 KM 0965931.4 |
 DU1801| DU1829 TRANS RM 1                           25.912 METERS 21652     |
 DU1801|---------------------------------------------------------------------|
 DU1801
 DU1801                          SUPERSEDED SURVEY CONTROL
 DU1801
 DU1801  NAD 83(1986)-  33 59 19.93076(N)    111 22 31.32134(W) AD(       ) 2
 DU1801  NGVD 29 (07/10/87) 1211.6    (m)         3975.     (f) VERT ANG    3  
 DU1801
 DU1801.Superseded values are not recommended for survey control.
 DU1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1801.See file dsdata.txt to determine how the superseded data were derived.
 DU1801
 DU1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6533160986(NAD 83)
 DU1801_MARKER: DS = TRIANGULATION STATION DISK
 DU1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1801+STABILITY: SURFACE MOTION
 DU1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1801+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 DU1801
 DU1801  HISTORY     - Date     Condition        Report By
 DU1801  HISTORY     - 1981     MONUMENTED       AZDT
 DU1801  HISTORY     - 20080608 GOOD             GEOCAC
 DU1801
 DU1801                          STATION DESCRIPTION
 DU1801
 DU1801'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU1801'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF SUNFLOWER AND 9
 DU1801'MILES NORTHWEST OF PUNKIN CENTER.  IT IS ON TOP OF A LOW HILL 500 FEET
 DU1801'SOUTH OF ARIZONA HIGHWAY 87 AND 400 FEET WEST OF A TRANSMISSION LINE.
 DU1801'
 DU1801'THE STATION MARK IS AN AZDT DISK STAMPED---TRANS 1981---SET IN
 DU1801'TOP OF A CONCRETE MONUMENT ON HIGHEST PART OF HILL 6 FEET EAST OF THE
 DU1801'WITNESS POST.
 DU1801'
 DU1801'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TRANS RM 1 1981---SET
 DU1801'IN A BOULDER.
 DU1801'
 DU1801'REFERENCE MARK 2 IS A HIGHWAY DEPARTMENT MARK STAMPED---P+M 338-16
 DU1801'1964---SET IN TOP OF A CONCRETE MONUMENT.
 DU1801'
 DU1801'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL WEST 200
 DU1801'FEET TO SOUTH MCLANE ROAD.  TURN LEFT AND TRAVEL SOUTH FOR 0.6 MILE TO
 DU1801'STATE ROUTE 87.  TURN RIGHT AND TRAVEL SOUTH ALONG THE HIGHWAY FOR
 DU1801'9.65 MILES TO RYE, CONTINUE SOUTH ALONG SR 87 FOR 5.2 MILES TO THE
 DU1801'JUNCTION WITH STATE ROUTE 188.  TRAVEL SOUTH ALONG SR 87 FOR 4.1 MILES
 DU1801'PASSING UNDER POWERLINES AT A RIGHT TURN AT A GATE ON THE LEFT ON THE
 DU1801'TOP OF A DIVIDE.  TURN LEFT THROUGH GATE AND FOLLOW TRAIL ROAD TO A
 DU1801'SMALL SADDLE AT A WATER TANK.  PASS TO RIGHT OF TANK THEN LEFT TO TOP
 DU1801'OF HILL AND STATION.
 DU1801
 DU1801                          STATION RECOVERY (2008)
 DU1801
 DU1801'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1367 ***********************************************************************
 FS1367  DESIGNATION -  TRANS
 FS1367  PID         -  FS1367
 FS1367  STATE/COUNTY-  AZ/MOHAVE
 FS1367  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS1367
 FS1367                         *CURRENT SURVEY CONTROL
 FS1367  ___________________________________________________________________
 FS1367* NAD 83(1992)-  35 28 49.65181(N)    114 19 08.40117(W)     ADJUSTED  
 FS1367* NAVD 88     -       973.9    (meters)    3195.     (feet)  VERTCON   
 FS1367  ___________________________________________________________________
 FS1367  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 FS1367  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS1367  HORZ ORDER  -  SECOND
 FS1367
 FS1367.The horizontal coordinates were established by classical geodetic methods
 FS1367.and adjusted by the National Geodetic Survey in August 1993.
 FS1367
 FS1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1367
 FS1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1367
 FS1367.The geoid height was determined by GEOID03.
 FS1367
 FS1367;                    North         East     Units Scale Factor Converg.
 FS1367;SPC AZ W     -   497,038.764   161,725.610   MT  0.99996618   -0 19 49.0
 FS1367;SPC AZ W     - 1,630,704.61    530,595.83   iFT  0.99996618   -0 19 49.0
 FS1367;UTM  11      - 3,929,630.732   743,236.243   MT  1.00032915   +1 33 24.8
 FS1367
 FS1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1367!SPC AZ W     -   0.99985163  x   0.99996618  =   0.99981782
 FS1367!UTM  11      -   0.99985163  x   1.00032915  =   1.00018073
 FS1367
 FS1367:                Primary Azimuth Mark                     Grid Az
 FS1367:SPC AZ W     -  PUTNAM                                   090 08 48.1
 FS1367:UTM  11      -  PUTNAM                                   088 15 34.3
 FS1367
 FS1367|---------------------------------------------------------------------|
 FS1367| PID    Reference Object                     Distance      Geod. Az  |
 FS1367|                                                           dddmmss.s |
 FS1367| FS1361 PUTNAM                              APPROX. 5.1 KM 0894859.1 |
 FS1367| CS4836 TRANS RM 1                           10.592 METERS 15107     |
 FS1367| CS4837 TRANS RM 2                           10.560 METERS 33234     |
 FS1367|---------------------------------------------------------------------|
 FS1367
 FS1367                          SUPERSEDED SURVEY CONTROL
 FS1367
 FS1367  NAD 83(1986)-  35 28 49.64962(N)    114 19 08.39583(W) AD(       ) 2
 FS1367  NGVD 29 (11/23/90)  973.1    (m)         3193.     (f) VERT ANG    3  
 FS1367
 FS1367.Superseded values are not recommended for survey control.
 FS1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1367.See file dsdata.txt to determine how the superseded data were derived.
 FS1367
 FS1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4323629631(NAD 83)
 FS1367_MARKER: DS = TRIANGULATION STATION DISK
 FS1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1367+STABILITY: SURFACE MOTION
 FS1367
 FS1367  HISTORY     - Date     Condition        Report By
 FS1367  HISTORY     - 1981     MONUMENTED       AZDT
 FS1367
 FS1367                          STATION DESCRIPTION
 FS1367
 FS1367'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1367'THE STATION IS LOCATED 25 MILES NORTHWEST OF KINGMAN, 6.5 MILES
 FS1367'NORTHWEST OF GRASSHOPPER JUNCTION AND ALONG THE SOUTHWEST RIGHT OF WAY
 FS1367'OF US HIGHWAY 93.
 FS1367'
 FS1367'THE STATION MARK IS AN ADOT DISK STAMPED---TRANS 1981.  IT IS SET IN
 FS1367'TOP OF A 10 INCH CONCRETE MONUMENT.  96 FEET SOUTHWEST OF THE
 FS1367'CENTERLINE OF THE HIGHWAY AND 3.5 FEET NORTHEAST OF THE WITNESS POST.
 FS1367'
 FS1367'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, TRANS RM 1 1981.  IT IS SET
 FS1367'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1367'
 FS1367'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, TRANS RM 2 1981.  IT IS SET
 FS1367'IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1367'
 FS1367'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH 0.1
 FS1367'MILE ALONG STOCKTON HILL ROAD TO US HIGHWAY 66.  TRAVEL WEST ALONG US
 FS1367'HIGHWAY 66 FOR 3.2 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC
 FS1367'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 18.35 MILES TO GRASSHOPPER
 FS1367'JUNCTION, CONTINUE NORTH ALONG US 93 FOR 6.7 MILES TO THE STATION ON
 FS1367'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0398 ***********************************************************************
 CF0398  DESIGNATION -  TRANS
 CF0398  PID         -  CF0398
 CF0398  STATE/COUNTY-  AZ/COCHISE
 CF0398  USGS QUAD   -  BISBEE NE (1976)
 CF0398
 CF0398                         *CURRENT SURVEY CONTROL
 CF0398  ___________________________________________________________________
 CF0398* NAD 83(1992)-  31 25 20.04125(N)    109 48 03.05692(W)     ADJUSTED  
 CF0398* NAVD 88     -      1346.0    (meters)    4416.     (feet)  VERTCON   
 CF0398  ___________________________________________________________________
 CF0398  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CF0398  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CF0398  HORZ ORDER  -  SECOND
 CF0398
 CF0398.The horizontal coordinates were established by classical geodetic methods
 CF0398.and adjusted by the National Geodetic Survey in August 1993.
 CF0398
 CF0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0398
 CF0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0398
 CF0398.The geoid height was determined by GEOID03.
 CF0398
 CF0398;                    North         East     Units Scale Factor Converg.
 CF0398;SPC AZ E     -    46,867.560   248,138.877   MT  0.99991491   +0 11 26.6
 CF0398;SPC AZ E     -   153,764.96    814,103.93   iFT  0.99991491   +0 11 26.6
 CF0398;UTM  12      - 3,477,019.422   613,974.523   MT  0.99976022   +0 37 30.8
 CF0398
 CF0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0398!SPC AZ E     -   0.99979300  x   0.99991491  =   0.99970793
 CF0398!UTM  12      -   0.99979300  x   0.99976022  =   0.99955327
 CF0398
 CF0398|---------------------------------------------------------------------|
 CF0398| PID    Reference Object                     Distance      Geod. Az  |
 CF0398|                                                           dddmmss.s |
 CF0398| CS5466 TRANS RM 1                           10.107 METERS 13537     |
 CF0398| CS5467 TRANS RM 2                           10.198 METERS 31454     |
 CF0398|---------------------------------------------------------------------|
 CF0398
 CF0398                          SUPERSEDED SURVEY CONTROL
 CF0398
 CF0398  NAD 83(1986)-  31 25 20.03606(N)    109 48 03.04603(W) AD(       ) 2
 CF0398  NGVD 29 (03/13/91) 1345.1    (m)         4413.     (f) VERT ANG    3  
 CF0398
 CF0398.Superseded values are not recommended for survey control.
 CF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0398.See file dsdata.txt to determine how the superseded data were derived.
 CF0398
 CF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV1397577019(NAD 83)
 CF0398_MARKER: DS = TRIANGULATION STATION DISK
 CF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0398+STABILITY: SURFACE MOTION
 CF0398
 CF0398  HISTORY     - Date     Condition        Report By
 CF0398  HISTORY     - 1982     MONUMENTED       AZDT
 CF0398
 CF0398                          STATION DESCRIPTION
 CF0398
 CF0398'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0398'THE STATION IS LOCATED 15-1/2 MILES NORTHWEST OF DOUGLAS, 7 MILES
 CF0398'SOUTHEAST OF BISBEE ALONG U.S. HIGHWAY 80.
 CF0398'
 CF0398'THE STATION MARK IS AN ADOT DISK STAMPED---TRANS 1982---SET IN
 CF0398'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 48 FEET SOUTHWEST OF THE
 CF0398'CENTERLINE OF U.S. 80 AND 2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE.
 CF0398'
 CF0398'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---TRANS RM 1 1982---SET
 CF0398'IN TOP OF A CONCRETE MONUMENT WHICH IS 2 FEET NORTHWEST OF A WITNESS
 CF0398'POST.
 CF0398'
 CF0398'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---TRANS RM 2 1982---SET
 CF0398'IN TOP OF A CONCRETE MONUMENT WHICH IS 2 FEET SOUTHEAST OF A WITNESS
 CF0398'POST.
 CF0398'
 CF0398'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CF0398'ROUTE 92 IN BISBEE, TRAVEL EAST ALONG U.S. HIGHWAY 80 FOR 6.4 MILES TO
 CF0398'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0945 ***********************************************************************
 ES0945  DESIGNATION -  TRAP
 ES0945  PID         -  ES0945
 ES0945  STATE/COUNTY-  AZ/COCONINO
 ES0945  USGS QUAD   -  O W POINT (1990)
 ES0945
 ES0945                         *CURRENT SURVEY CONTROL
 ES0945  ___________________________________________________________________
 ES0945* NAD 83(1992)-  34 18 59.78281(N)    110 50 53.97917(W)     ADJUSTED  
 ES0945* NAVD 88     -      2317.6    (meters)    7604.     (feet)  VERTCON   
 ES0945  ___________________________________________________________________
 ES0945  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ES0945  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ES0945  HORZ ORDER  -  SECOND
 ES0945
 ES0945.The horizontal coordinates were established by classical geodetic methods
 ES0945.and adjusted by the National Geodetic Survey in August 1993.
 ES0945
 ES0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0945
 ES0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0945
 ES0945.The geoid height was determined by GEOID03.
 ES0945
 ES0945;                    North         East     Units Scale Factor Converg.
 ES0945;SPC AZ C     -   368,286.795   311,682.860   MT  1.00001913   +0 36 08.4
 ES0945;SPC AZ C     - 1,208,290.01  1,022,581.56   iFT  1.00001913   +0 36 08.4
 ES0945;SPC AZ E     -   367,980.370   150,625.237   MT  0.99994850   -0 23 03.5
 ES0945;SPC AZ E     - 1,207,284.68    494,177.29   iFT  0.99994850   -0 23 03.5
 ES0945;UTM  12      - 3,797,271.979   513,954.449   MT  0.99960240   +0 05 07.8
 ES0945
 ES0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0945!SPC AZ C     -   0.99964008  x   1.00001913  =   0.99965920
 ES0945!SPC AZ E     -   0.99964008  x   0.99994850  =   0.99958860
 ES0945!UTM  12      -   0.99964008  x   0.99960240  =   0.99924262
 ES0945
 ES0945:                Primary Azimuth Mark                     Grid Az
 ES0945:SPC AZ C     -  JACOB                                    040 55 21.0
 ES0945:SPC AZ E     -  JACOB                                    041 54 32.9
 ES0945:UTM  12      -  JACOB                                    041 26 21.6
 ES0945
 ES0945|---------------------------------------------------------------------|
 ES0945| PID    Reference Object                     Distance      Geod. Az  |
 ES0945|                                                           dddmmss.s |
 ES0945| ES0910 JACOB                               APPROX. 1.1 KM 0413129.4 |
 ES0945|---------------------------------------------------------------------|
 ES0945
 ES0945                          SUPERSEDED SURVEY CONTROL
 ES0945
 ES0945  NAD 83(1986)-  34 18 59.77755(N)    110 50 53.98348(W) AD(       ) 2
 ES0945  NGVD 29 (08/03/87) 2316.6    (m)         7600.     (f) VERT ANG    3  
 ES0945
 ES0945.Superseded values are not recommended for survey control.
 ES0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0945.See file dsdata.txt to determine how the superseded data were derived.
 ES0945
 ES0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1395497272(NAD 83)
 ES0945_MARKER: DS = TRIANGULATION STATION DISK
 ES0945_SETTING: 66 = SET IN ROCK OUTCROP
 ES0945_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0945+STABILITY: POSITION/ELEVATION WELL
 ES0945
 ES0945  HISTORY     - Date     Condition        Report By
 ES0945  HISTORY     - 1984     MONUMENTED       AZDT
 ES0945  HISTORY     - 19971011 GOOD             USPSQD
 ES0945  HISTORY     - 20050903 GOOD             USPSQD
 ES0945
 ES0945                          STATION DESCRIPTION
 ES0945
 ES0945'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0945'THE STATION IS LOCATED 16-1/2 MILES SOUTHWEST OF HEBER ALONG THE NORTH
 ES0945'SIDE OF STATE ROUTE 260.
 ES0945'
 ES0945'THE STATION MARK IS AN AZDT DISK STAMPED---TRAP 1984---.  IT IS SET IN
 ES0945'A DRILL HOLE IN A SANDSTONE BOULDER 43 FEET NORTHWEST OF THE CENTER
 ES0945'LINE OF STATE ROUTE 260 AND 5 FEET SOUTHEAST OF THE WITNESS POST.
 ES0945'
 ES0945'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0945'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 14.45 MILES TO
 ES0945'MERZVILLE ROAD ON THE RIGHT, CONTINUE WEST ALONG SR 260 FOR 3.25 MILES
 ES0945'TO MILE POST 285.45 AND THE STATION ON THE RIGHT.
 ES0945
 ES0945                          STATION RECOVERY (1997)
 ES0945
 ES0945'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0945'RECOVERED IN GOOD CONDITION.
 ES0945
 ES0945                          STATION RECOVERY (2005)
 ES0945
 ES0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0945'RECOVERED AS DESCRIBED.   WITNESS POST LYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1954 ***********************************************************************
 CZ1954  DESIGNATION -  TREADWAY
 CZ1954  PID         -  CZ1954
 CZ1954  STATE/COUNTY-  AZ/PINAL
 CZ1954  USGS QUAD   -  PICACHO RESERVOIR SE (1993)
 CZ1954
 CZ1954                         *CURRENT SURVEY CONTROL
 CZ1954  ___________________________________________________________________
 CZ1954* NAD 83(1992)-  32 49 33.81016(N)    111 18 49.79436(W)     ADJUSTED  
 CZ1954* NAVD 88     -       702.5    (meters)    2305.     (feet)  VERTCON   
 CZ1954  ___________________________________________________________________
 CZ1954  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CZ1954  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ1954  HORZ ORDER  -  SECOND
 CZ1954
 CZ1954.The horizontal coordinates were established by classical geodetic methods
 CZ1954.and adjusted by the National Geodetic Survey in August 1993.
 CZ1954
 CZ1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1954
 CZ1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1954
 CZ1954.The geoid height was determined by GEOID03.
 CZ1954
 CZ1954;                    North         East     Units Scale Factor Converg.
 CZ1954;SPC AZ C     -   202,623.803   269,801.932   MT  0.99993927   +0 19 36.5
 CZ1954;SPC AZ C     -   664,776.26    885,176.94   iFT  0.99993927   +0 19 36.5
 CZ1954;UTM  12      - 3,632,047.638   470,625.693   MT  0.99961064   -0 10 12.5
 CZ1954
 CZ1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1954!SPC AZ C     -   0.99989431  x   0.99993927  =   0.99983359
 CZ1954!UTM  12      -   0.99989431  x   0.99961064  =   0.99950499
 CZ1954
 CZ1954:                Primary Azimuth Mark                     Grid Az
 CZ1954:SPC AZ C     -  TREADWAY AZ MK                           084 32 55.8
 CZ1954:UTM  12      -  TREADWAY AZ MK                           085 02 44.8
 CZ1954
 CZ1954|---------------------------------------------------------------------|
 CZ1954| PID    Reference Object                     Distance      Geod. Az  |
 CZ1954|                                                           dddmmss.s |
 CZ1954| CH5607 TREADWAY AZ MK                                     0845232.3 |
 CZ1954| CH5608 T7S R10E SECS 10 11 14 15                          1074413.6 |
 CZ1954| CH5609 TREADWAY RM 1                         2.299 METERS 12209     |
 CZ1954| CH5610 TREADWAY RM 2                         2.659 METERS 30449     |
 CZ1954|---------------------------------------------------------------------|
 CZ1954
 CZ1954                          SUPERSEDED SURVEY CONTROL
 CZ1954
 CZ1954  NAD 83(1986)-  32 49 33.80262(N)    111 18 49.79324(W) AD(       ) 2
 CZ1954  NAD 27      -  32 49 33.55530(N)    111 18 47.38380(W) AD(       ) 2
 CZ1954  NGVD 29 (07/19/86)  702.0    (m)         2303.     (f) VERT ANG    3  
 CZ1954
 CZ1954.Superseded values are not recommended for survey control.
 CZ1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1954.See file dsdata.txt to determine how the superseded data were derived.
 CZ1954
 CZ1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB7062632048(NAD 83)
 CZ1954_MARKER: DS = TRIANGULATION STATION DISK
 CZ1954_SETTING: 80 = SET IN A BOULDER
 CZ1954_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1954
 CZ1954  HISTORY     - Date     Condition        Report By
 CZ1954  HISTORY     - 1936     MONUMENTED       CGS
 CZ1954  HISTORY     - 1977     GOOD             NGS
 CZ1954
 CZ1954                          STATION DESCRIPTION
 CZ1954
 CZ1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1954'ABOUT 15 MILES SOUTH OF FLORENCE AND 5 MILES WEST OF U.S.
 CZ1954'HIGHWAY NO. 80, ON THE SOUTH END AND HIGHEST POINT OF A
 CZ1954'NORTH-SOUTH ROCKY RIDGE OR HILL THAT IS SIMPLY A LARGE PILE
 CZ1954'OF GRANITE BOULDERS, SOME OF THEM QUITE LARGE, WHICH LIES
 CZ1954'ABOUT 3 MILES SOUTHEAST OF A HIGHER RIDGE THAT RUNS OUT TO
 CZ1954'THE NORTH FROM NEWMAN PEAK.  MARKED BY A STANDARD BRONZE DISK.
 CZ1954'REFERENCE MARK NO. 1, A STANDARD BRONZE
 CZ1954'REFERENCE DISK IS 2.297 METERS (7.54 FEET) FROM
 CZ1954'STATION  S 57 DEG 20 MIN E.  REFERENCE MARK NO. 2,
 CZ1954'A STANDARD BRONZE REFERENCE DISK IS 2.661 METERS
 CZ1954'(8.73 FEET) FROM STATION  N 54 DEG 48 MIN W.  THE
 CZ1954'AZIMUTH MARK, A STANDARD BRONZE DISK IS ON THE WEST
 CZ1954'SIDE OF A NORTH-SOUTH TRACK ROAD AND ONE-HALF MILE FROM STATION
 CZ1954'S 05 DEG 07 MIN 22 SEC E.
 CZ1954
 CZ1954                          STATION RECOVERY (1977)
 CZ1954
 CZ1954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1954'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 CZ1954'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS CHECKED
 CZ1954'WITH 1936 MEASUREMENT BUT RMS WERE TOO CLOSE TO MEASURE WITH T-3.
 CZ1954'THE AZIMUTH MARK WAS NOT FOUND AND A NEW AZIMUTH MARK WAS
 CZ1954'ESTABLISHED AT THIS TIME.  NEW DESCRIPTION OF AZIMUTH MARK FOLLOWS--
 CZ1954'
 CZ1954'TO REACH THE STATION FROM THE JUNCTION OF ARIZONA HWY. 287 AND U.S.
 CZ1954'HWY. 80-89, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH ON HWY. 80-89
 CZ1954'TO MILE POST 117.85 AND A ROAD ANGLING TO THE SOUTHWEST.  TAKE ROAD
 CZ1954'SOUTHWEST FOR 2.70 MILES TO A ROAD RIGHT (WEST), GO WEST FOR 2
 CZ1954'MILES TO THE AZIMUTH MARK, SECTION CORNER, AT A FENCE CORNER,
 CZ1954'CONTINUE WEST ON ROAD FOR 0.9 MILE TO A ROAD RIGHT.  STATION IS
 CZ1954'SKYLINED ON RIDGE TO NORTHWEST, TURN RIGHT AND GO 0.25 MILES THEN
 CZ1954'LEFT ACROSS COUNTRY 500 FEET TO BASE OF RIDGE.  STATION IS ON
 CZ1954'SOUTH END OF RIDGE.  A 20 MINUTE PACK.
 CZ1954'
 CZ1954'THE AZIMUTH MARK IS A US GLO BRONZE CAP STAMPED S10, 11, 15, 14.
 CZ1954'T7S, R10E, 1919 AND IS SET ON A 2 INCH PIPE.
 CZ1954'
 CZ1954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14.5 MILES SE OF
 CZ1954'FLORENCE.
 CZ1954'
 CZ1954'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0538 ***********************************************************************
 ES0538  DESIGNATION -  TREE
 ES0538  PID         -  ES0538
 ES0538  STATE/COUNTY-  AZ/COCONINO
 ES0538  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0538
 ES0538                         *CURRENT SURVEY CONTROL
 ES0538  ___________________________________________________________________
 ES0538* NAD 83(1992)-  34 51 39.13819(N)    111 36 52.78000(W)     ADJUSTED  
 ES0538* NAVD 88     -      1976.414  (meters)    6484.28   (feet)  ADJUSTED  
 ES0538  ___________________________________________________________________
 ES0538  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 ES0538  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 ES0538  DYNAMIC HT  -        1973.638 (meters)    6475.18  (feet)  COMP
 ES0538  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 ES0538
 ES0538  HORZ ORDER  -  SECOND
 ES0538  VERT ORDER  -  SECOND    CLASS 0
 ES0538
 ES0538.The horizontal coordinates were established by classical geodetic methods
 ES0538.and adjusted by the National Geodetic Survey in August 1993.
 ES0538
 ES0538.The orthometric height was determined by differential leveling
 ES0538.and adjusted in June 1991.
 ES0538
 ES0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0538
 ES0538.The geoid height was determined by GEOID03.
 ES0538
 ES0538.The dynamic height is computed by dividing the NAVD 88
 ES0538.geopotential number by the normal gravity value computed on the
 ES0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0538.degrees latitude (g = 980.6199 gals.).
 ES0538
 ES0538.The modeled gravity was interpolated from observed gravity values.
 ES0538
 ES0538;                    North         East     Units Scale Factor Converg.
 ES0538;SPC AZ C     -   428,182.563   240,973.401   MT  0.99990939   +0 10 21.4
 ES0538;SPC AZ C     - 1,404,798.44    790,595.15   iFT  0.99990939   +0 10 21.4
 ES0538;UTM  12      - 3,857,786.705   443,816.009   MT  0.99963890   -0 21 04.8
 ES0538
 ES0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0538!SPC AZ C     -   0.99969358  x   0.99990939  =   0.99960300
 ES0538!UTM  12      -   0.99969358  x   0.99963890  =   0.99933259
 ES0538
 ES0538|---------------------------------------------------------------------|
 ES0538| PID    Reference Object                     Distance      Geod. Az  |
 ES0538|                                                           dddmmss.s |
 ES0538| ES0540 TREE RM 2                            23.158 METERS 08401     |
 ES0538| CH3537 TREE AZ MK                                         1400458.3 |
 ES0538| ES0539 TREE RM 1                            21.074 METERS 35143     |
 ES0538|---------------------------------------------------------------------|
 ES0538
 ES0538                          SUPERSEDED SURVEY CONTROL
 ES0538
 ES0538  NAD 83(1986)-  34 51 39.13408(N)    111 36 52.77756(W) AD(       ) 2
 ES0538  NAD 27      -  34 51 39.06880(N)    111 36 50.22230(W) AD(       ) 2
 ES0538  NGVD 29 (??/??/92) 1975.468  (m)         6481.18   (f) ADJ UNCH    2 0
 ES0538
 ES0538.Superseded values are not recommended for survey control.
 ES0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0538.See file dsdata.txt to determine how the superseded data were derived.
 ES0538
 ES0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4381657787(NAD 83)
 ES0538_MARKER: DE = TRAVERSE STATION DISK
 ES0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0538_STAMPING: TREE 1959
 ES0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0538+STABILITY: SURFACE MOTION
 ES0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0538+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0538
 ES0538  HISTORY     - Date     Condition        Report By
 ES0538  HISTORY     - 1959     MONUMENTED       CGS
 ES0538  HISTORY     - 1959     GOOD             CGS
 ES0538  HISTORY     - 1968     GOOD             AMS
 ES0538  HISTORY     - 1968     GOOD             NGS
 ES0538  HISTORY     - 20050806 GOOD             USPSQD
 ES0538  HISTORY     - 20071112 GOOD             GEOCAC
 ES0538
 ES0538                          STATION DESCRIPTION
 ES0538
 ES0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0538'THE STATION IS ON A LOW BANK ON THE EAST SIDE OF INTERSTATE
 ES0538'HIGHWAY 17 AND ON THE HIGHWAY RIGHT-OF-WAY, ABOUT 24 MILES
 ES0538'SOUTH OF FLAGSTAFF, 5 MILES SOUTH OF A GOLF COURSE AND 4
 ES0538'MILES NORTH OF COCONINO-YAVAPAI COUNTY LINE.
 ES0538'
 ES0538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 ES0538'AND 89A IN THE WEST SIDE OF FLAGSTAFF, GO SOUTH ON HIGHWAY 89A
 ES0538'FOR 5 MILES TO A T-ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 ES0538'0.9 MILE TO INTERSTATE HIGHWAY 17.  TURN RIGHT AND FOLLOW
 ES0538'THE HIGHWAY SOUTH 21.0 MILES TO THE STATION ON THE LEFT, EAST.
 ES0538'
 ES0538'*THE STATION IS A STANDARD TRAVERSE DISK, STAMPED TREE 1959,
 ES0538'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 ES0538'IS 43.8 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND 17.2
 ES0538'FEET WEST OF A WITNESS POST.
 ES0538'
 ES0538'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TREE NO 1 1959,
 ES0538'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES
 ES0538'AND IS 68.4 FEET NORTHEAST OF THE WITNESS POST.
 ES0538'
 ES0538'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TREE NO 2 1959,
 ES0538'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 ES0538'GROUND AND IS 36.4 FEET SOUTHEAST OF THE WITNESS POST.
 ES0538'
 ES0538'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TREE 1959,
 ES0538'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 FEET.
 ES0538'IT IS 45 FEET WEST OF THE WEST EDGE OF THE HIGHWAY AND 10 FEET
 ES0538'WEST OF A WITNESS POST.
 ES0538'
 ES0538'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 ES0538'INTERSTATE HIGHWAY 17 FOR 0.2 MILE TO THE MARK ON THE RIGHT,
 ES0538'WEST.
 ES0538
 ES0538                          STATION RECOVERY (1959)
 ES0538
 ES0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0538'24.0 MI S FROM FLAGSTAFF.
 ES0538'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0538'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0538'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0538'HIGHWAY 17, THENCE 21.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT
 ES0538'0.7 MILE SOUTH OF A LARGE CONCRETE BRIDGE AND SMALL STREAM, 43.8 FEET
 ES0538'WEST OF THE EAST RIGHT-OF-WAY FENCE, 17.2 FEET WEST OF THE WITNESS
 ES0538'POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 ES0538
 ES0538                          STATION RECOVERY (1968)
 ES0538
 ES0538'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 ES0538'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED, R.M. NO. 1
 ES0538'AND NO. 2 NOT LOOKED FOR.
 ES0538'
 ES0538'THIS STATION USED FOR THE VERTIAL DATA AND NOT FOR HORIZONTAL
 ES0538'OBSERVATIONS.
 ES0538
 ES0538                          STATION RECOVERY (1968)
 ES0538
 ES0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ES0538'RECOVERED IN GOOD CONDITION.
 ES0538
 ES0538                          STATION RECOVERY (2005)
 ES0538
 ES0538'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 ES0538'RECOVERED AS DESCRIBED.
 ES0538
 ES0538                          STATION RECOVERY (2007)
 ES0538
 ES0538'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0538'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 ES0538'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 ES0538'THE STATION MARK IS 16.5 FEET SOUTHWEST OF A WITNESS SIGN NAILED TO A
 ES0538'TREE, REFERENCE MARK 1 IS 3.8 FEET NORTHEAST OF THE RIGHT-OF-WAY
 ES0538'FENCE, AND REFERENCE MARK 2 IS 1.5 FEET NORTHEAST OF A RIGHT-OF-WAY
 ES0538'FENCE. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0987 ***********************************************************************
 FR0987  DESIGNATION -  TREE
 FR0987  PID         -  FR0987
 FR0987  STATE/COUNTY-  AZ/MOHAVE
 FR0987  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0987
 FR0987                         *CURRENT SURVEY CONTROL
 FR0987  ___________________________________________________________________
 FR0987* NAD 83(1992)-  35 31 22.74276(N)    113 41 34.07782(W)     ADJUSTED  
 FR0987* NAVD 88     -      2036.     (meters)    6680.     (feet)  SCALED    
 FR0987  ___________________________________________________________________
 FR0987  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 FR0987  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FR0987  HORZ ORDER  -  SECOND
 FR0987
 FR0987.The horizontal coordinates were established by classical geodetic methods
 FR0987.and adjusted by the National Geodetic Survey in August 1993.
 FR0987
 FR0987.The orthometric height was scaled from a topographic map.
 FR0987
 FR0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0987
 FR0987.The geoid height was determined by GEOID03.
 FR0987
 FR0987;                    North         East     Units Scale Factor Converg.
 FR0987;SPC AZ W     -   501,609.306   218,547.952   MT  0.99993366   +0 01 59.6
 FR0987;SPC AZ W     - 1,645,699.82    717,020.84   iFT  0.99993366   +0 01 59.6
 FR0987;UTM  12      - 3,934,377.891   255,821.822   MT  1.00033481   -1 33 55.3
 FR0987
 FR0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0987!SPC AZ W     -   0.99968473  x   0.99993366  =   0.99961841
 FR0987!UTM  12      -   0.99968473  x   1.00033481  =   1.00001943
 FR0987
 FR0987                          SUPERSEDED SURVEY CONTROL
 FR0987
 FR0987  NAD 83(1986)-  35 31 22.73739(N)    113 41 34.07778(W) AD(       ) 2
 FR0987  NAD 27      -  35 31 22.77600(N)    113 41 31.28300(W) AD(       ) 2
 FR0987
 FR0987.Superseded values are not recommended for survey control.
 FR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0987.See file dsdata.txt to determine how the superseded data were derived.
 FR0987
 FR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5582234378(NAD 83)
 FR0987_MARKER: Z = SEE DESCRIPTION
 FR0987_SETTING: 0 = UNSPECIFIED SETTING
 FR0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0987
 FR0987  HISTORY     - Date     Condition        Report By
 FR0987  HISTORY     - 1935     MONUMENTED       CGS
 FR0987  HISTORY     - 1936     GOOD             CGS
 FR0987  HISTORY     - 1944     GOOD             CGS
 FR0987
 FR0987                          STATION DESCRIPTION
 FR0987
 FR0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FR0987'STATION IS 14 MILES DUE WEST FROM PEACH SPRINGS, ON THE HIGHEST
 FR0987'POINT NEAR THE SOUTHEASTERN END OF THE GRAND WASH CLIFFS,
 FR0987'AND THE CENTER PEAK OF THREE OF NEARLY THE SAME ELEVATION.
 FR0987'THE POINT SLOPES GENTLY TO NORTHEAST AND EAST, BREAKING OFF TO
 FR0987'HIGH VERTICAL CLIFFS TO SOUTHWEST AND SOUTH.  ABOUT 5 MILES
 FR0987'NORTHWEST BY WEST FROM U.S. HIGHWAY 66 AT NEAREST POINT AND
 FR0987'5 MILES SOUTHWEST FROM RED TANK.  POINT USED WAS U.S.
 FR0987'GEOLOGICAL SURVEY MARK, A BURIED STONE WITH TRIANGLE CUT IN TOP
 FR0987'SURFACE AND A LONE CEDAR TREE STANDING ALONGSIDE, CUT DOWN
 FR0987'TO ABOUT 4 FEET HIGH.  TARGET ERECTED HERE.
 FR0987'
 FR0987'REACHED FROM POST OFFICE AT PEACH SPRINGS GOING WEST ON U.S.
 FR0987'HIGHWAY 66 FOR 1.9 MILES AND BEAR TO RIGHT LEAVING HIGHWAY
 FR0987'AND FOLLOWING OLD HIGHWAY AND PASS THROUGH GATE, GO 0.7 MILE
 FR0987'STRAIGHT AHEAD OR RIGHT FORK LEAVING OLD HIGHWAY FOLLOWING
 FR0987'GRADED ROAD, GO 11.8 MILES AND TAKE LEFT FORK ON MAIN-TRAVELED
 FR0987'ROAD, GO 0.1 MILE, TURN LEFT AT CROSSROADS AND GO 1.1 MILES TO
 FR0987'RED TANK, GO THROUGH GATE AT ACUTE ANGLE IN FENCES, THEN BEAR
 FR0987'TO RIGHT AND GO ALONG THROUGH EAST SIDE OF FENCE RUNNING
 FR0987'SOUTHWEST, FOLLOW ALONG EAST SIDE OF THIS FENCE 4.4 MILES TO END
 FR0987'OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL FOLLOW UP
 FR0987'MAIN VALLEY (ABOUT SOUTHWEST) FOR ABOUT 1-1/2 MILES TO A
 FR0987'LARGE SIDE VALLEY COMING IN FROM LEFT, WITH A BASIN AT ITS
 FR0987'HEAD AND A STAND OR LARGE PINE TREES NEAR THE HEAD,
 FR0987'WHICH IS AT A LOW SADDLE IN THE RIDGE TO THE SOUTH.
 FR0987'FOLLOW LATTER VALLEY TO THE SADDLE, THEN CROSS CANYON LYING TO
 FR0987'THE SOUTH AND GO TO STATION WHICH IS EASILY
 FR0987'IDENTIFIED FROM THE LONE TREE NEAR HIGHEST PART OF HILL.
 FR0987'THREE HOURS PACK.
 FR0987'
 FR0987'NO REFERENCE MARKS AS THIS STATION WAS NOT OCCUPIED BUT
 FR0987'INTERSECTED.
 FR0987
 FR0987                          STATION RECOVERY (1936)
 FR0987
 FR0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0987'RECOVERED.
 FR0987
 FR0987                          STATION RECOVERY (1944)
 FR0987
 FR0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0987'STATION IS 6.117 METERS (20.065 FEET) SE OF TRIANGULATION
 FR0987'STATION TREE.  IT IS ABOUT 5 MILES SW OF A LARGE EARTH
 FR0987'TANK AND A LARGE CORRAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2022 ***********************************************************************
 DU2022  DESIGNATION -  TREE
 DU2022  PID         -  DU2022
 DU2022  STATE/COUNTY-  AZ/GILA
 DU2022  USGS QUAD   -  MC FADDEN PEAK (1986)
 DU2022
 DU2022                         *CURRENT SURVEY CONTROL
 DU2022  ___________________________________________________________________
 DU2022* NAD 83(1992)-  33 55 43.06706(N)    110 57 40.68577(W)     ADJUSTED  
 DU2022* NAVD 88     -      1871.     (meters)    6138.     (feet)  SCALED    
 DU2022  ___________________________________________________________________
 DU2022  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DU2022  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DU2022  HORZ ORDER  -  FIRST
 DU2022
 DU2022.The horizontal coordinates were established by classical geodetic methods
 DU2022.and adjusted by the National Geodetic Survey in August 1993.
 DU2022
 DU2022.The orthometric height was scaled from a topographic map.
 DU2022
 DU2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2022
 DU2022.The geoid height was determined by GEOID03.
 DU2022
 DU2022;                    North         East     Units Scale Factor Converg.
 DU2022;SPC AZ E     -   325,022.497   139,892.934   MT  0.99996651   -0 26 36.8
 DU2022;SPC AZ E     - 1,066,346.77    458,966.32   iFT  0.99996651   -0 26 36.8
 DU2022;UTM  12      - 3,754,243.305   503,576.699   MT  0.99960016   +0 01 17.8
 DU2022
 DU2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2022!SPC AZ E     -   0.99971046  x   0.99996651  =   0.99967698
 DU2022!UTM  12      -   0.99971046  x   0.99960016  =   0.99931074
 DU2022
 DU2022:                Primary Azimuth Mark                     Grid Az
 DU2022:SPC AZ E     -  TREE AZ MK                               144 39 14.6
 DU2022:UTM  12      -  TREE AZ MK                               144 11 20.0
 DU2022
 DU2022|---------------------------------------------------------------------|
 DU2022| PID    Reference Object                     Distance      Geod. Az  |
 DU2022|                                                           dddmmss.s |
 DU2022| CD3742 TREE AZ MK                                         1441237.8 |
 DU2022|---------------------------------------------------------------------|
 DU2022
 DU2022                          SUPERSEDED SURVEY CONTROL
 DU2022
 DU2022  NAD 83(1986)-  33 55 43.06217(N)    110 57 40.69004(W) AD(       ) 1
 DU2022  NAD 27      -  33 55 42.89250(N)    110 57 38.25360(W) AD(       ) 1
 DU2022
 DU2022.Superseded values are not recommended for survey control.
 DU2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2022.See file dsdata.txt to determine how the superseded data were derived.
 DU2022
 DU2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0357754243(NAD 83)
 DU2022_MARKER: DS = TRIANGULATION STATION DISK
 DU2022_SETTING: 80 = SET IN A BOULDER
 DU2022_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2022
 DU2022  HISTORY     - Date     Condition        Report By
 DU2022  HISTORY     - 1938     MONUMENTED       CGS
 DU2022  HISTORY     - 1947     GOOD             CGS
 DU2022  HISTORY     - 1967     GOOD             AMS
 DU2022
 DU2022                          STATION DESCRIPTION
 DU2022
 DU2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2022'LOCATED ABOUT 12.5 MILES SOUTH OF YOUNG.  1.25 MILES NORTH OF
 DU2022'MC FADDEN PK.  78 FEET WEST OF THE ROAD FROM YOUNG TO GLOBE.
 DU2022'THE STATION WAS SET BETWEEN THE VERY DIM RUTS OF AN OLD,
 DU2022'ABANDONED LOGGING ROAD.  THERE IS A GRADED DRAINAGE CUT LEADING
 DU2022'OFF TO THE EAST OF THE ROAD ABOUT 100 FEET FARTHER SOUTH ON THE
 DU2022'MAIN ROAD FROM THE STATION.  THE AZIMUTH MARK IS SET IN THE
 DU2022'EAST SHOULDER OF A LOW, MASONERY CULVERT.
 DU2022'
 DU2022'REACHED FROM YOUNG BY GOING SOUTH ON THE HIGHWAY TO GLOBE FOR
 DU2022'15.6 MILES, MEASURED FROM THE POST OFFICE, TO A GRADED, DRAINAGE
 DU2022'CUT ON THE LEFT, AND STATION ON THE RIGHT, 11 PACES EAST OF A
 DU2022'BLAZE BELOW A NOTCH ON A 12 INCH PINE TREE.  6 PACES SOUTH OF A
 DU2022'BLAZE BELOW A NOTCH ON A 6 INCH OAK TREE, AND 10 PACES NORTH OF A
 DU2022'BLAZE BELOW A NOTCH ON A 15 INCH OAK TREE.
 DU2022
 DU2022                          STATION RECOVERY (1947)
 DU2022
 DU2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2022'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DU2022'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 DU2022'STATION USED AS AZIMUTH FOR MC FADDEN 1938.
 DU2022'
 DU2022'STATION IS ABOUT 12.5 MILES SOUTH OF YOUNG, 1.25 MILES NORTH OF
 DU2022'MC FADDEN PEAK, 78 FEET WEST OF ROAD FROM YOUNG TO GLOBE, AND
 DU2022'BETWEEN VERY DIM RUTS OF AN OLD, ABANDONED LOGGING ROAD.  THERE
 DU2022'IS A GRADED, DRAINAGE CUT LEADING OFF TO EAST OF ROAD ABOUT 100
 DU2022'FEET FARTHER SOUTH ON MAIN ROAD FROM STATION.
 DU2022'
 DU2022'REACHED FROM YOUNG BY GOING SOUTH ON HIGHWAY TO GLOBE 15.6 MILES,
 DU2022'MEASURED FROM POST OFFICE, TO A GRADED, DRAINAGE CUT ON LEFT,
 DU2022'AND STATION ON RIGHT, 11 PACES EAST OF A BLAZE BELOW A NOTCH ON
 DU2022'A 6-INCH OAK TREE, AND 10 PACES NORTH OF A BLAZE BELOW A NOTCH ON
 DU2022'A 15-INCH OAK TREE.
 DU2022'
 DU2022'AZIMUTH MARK IS SET IN EAST SHOULDER OF A LOW, MASONERY CULVERT.
 DU2022'
 DU2022'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS.
 DU2022'
 DU2022'1938 ANGLES AND DISTANCES AS STATION WAS NOT OCCUPIED IN 1947.
 DU2022
 DU2022                          STATION RECOVERY (1967)
 DU2022
 DU2022'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CCS)
 DU2022'MARK AND R.M.S RECOVERED AND DESCRIPTION ADEQUATE.  THERE IS A
 DU2022'10 FOOT ERROR IN THE PUBLISHED DISTANCE IN FEET TO R.M. NO 1
 DU2022'IN THE USC AND GS PUBLICATION.  DISTANCE IN METERS IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2286 ***********************************************************************
 DU2286  DESIGNATION -  TREE
 DU2286  PID         -  DU2286
 DU2286  STATE/COUNTY-  AZ/PINAL
 DU2286  USGS QUAD   -  SACATON BUTTE (1967)
 DU2286
 DU2286                         *CURRENT SURVEY CONTROL
 DU2286  ___________________________________________________________________
 DU2286* NAD 83(1992)-  33 00 06.78244(N)    111 52 49.34980(W)     ADJUSTED  
 DU2286* NAVD 88     -       537.5    (meters)    1763.     (feet)  VERTCON   
 DU2286  ___________________________________________________________________
 DU2286  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DU2286  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DU2286  HORZ ORDER  -  THIRD
 DU2286
 DU2286.The horizontal coordinates were established by classical geodetic methods
 DU2286.and adjusted by the National Geodetic Survey in August 1993.
 DU2286
 DU2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2286
 DU2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2286
 DU2286.The geoid height was determined by GEOID03.
 DU2286
 DU2286;                    North         East     Units Scale Factor Converg.
 DU2286;SPC AZ C     -   221,961.052   216,751.167   MT  0.99990014   +0 01 11.2
 DU2286;SPC AZ C     -   728,218.67    711,125.88   iFT  0.99990014   +0 01 11.2
 DU2286;UTM  12      - 3,651,839.959   417,759.462   MT  0.99968339   -0 28 46.3
 DU2286
 DU2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2286!SPC AZ C     -   0.99992036  x   0.99990014  =   0.99982051
 DU2286!UTM  12      -   0.99992036  x   0.99968339  =   0.99960378
 DU2286
 DU2286                          SUPERSEDED SURVEY CONTROL
 DU2286
 DU2286  NAD 83(1986)-  33 00 06.77758(N)    111 52 49.34565(W) AD(       ) 3
 DU2286  NGVD 29 (04/26/91)  537.0    (m)         1762.     (f) VERT ANG    3  
 DU2286
 DU2286.Superseded values are not recommended for survey control.
 DU2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2286.See file dsdata.txt to determine how the superseded data were derived.
 DU2286
 DU2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1775951840(NAD 83)
 DU2286_MARKER: DD = SURVEY DISK
 DU2286_SETTING: 80 = SET IN A BOULDER
 DU2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2286+STABILITY: SURFACE MOTION
 DU2286
 DU2286  HISTORY     - Date     Condition        Report By
 DU2286  HISTORY     - 1921     MONUMENTED       USGS
 DU2286
 DU2286                          STATION DESCRIPTION
 DU2286
 DU2286'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 DU2286'LOCATED ABOUT 3 MI NE. OF BON SECTION HOUSE ON SOUTHERN PACIFIC
 DU2286'RR. BETWEEN MARICOPA AND CASA GRANDE.  ON RATHER LOW PEAK AT WEST
 DU2286'END OF SACATON RANGE OF HILLS.
 DU2286'
 DU2286'TO REACH NOT GIVEN.
 DU2286'
 DU2286'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK.
 DU2286'
 DU2286'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0988 ***********************************************************************
 FR0988  DESIGNATION -  TREE RESET
 FR0988  PID         -  FR0988
 FR0988  STATE/COUNTY-  AZ/MOHAVE
 FR0988  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0988
 FR0988                         *CURRENT SURVEY CONTROL
 FR0988  ___________________________________________________________________
 FR0988* NAD 83(1992)-  35 31 22.88394(N)    113 41 34.24851(W)     ADJUSTED  
 FR0988* NAVD 88     -      2037.1    (meters)    6683.     (feet)  VERTCON   
 FR0988  ___________________________________________________________________
 FR0988  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 FR0988  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FR0988  HORZ ORDER  -  FIRST
 FR0988
 FR0988.The horizontal coordinates were established by classical geodetic methods
 FR0988.and adjusted by the National Geodetic Survey in August 1993.
 FR0988
 FR0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0988
 FR0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0988
 FR0988.The geoid height was determined by GEOID03.
 FR0988
 FR0988;                    North         East     Units Scale Factor Converg.
 FR0988;SPC AZ W     -   501,613.655   218,543.649   MT  0.99993366   +0 01 59.5
 FR0988;SPC AZ W     - 1,645,714.09    717,006.72   iFT  0.99993366   +0 01 59.5
 FR0988;UTM  12      - 3,934,382.360   255,817.641   MT  1.00033483   -1 33 55.4
 FR0988
 FR0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0988!SPC AZ W     -   0.99968454  x   0.99993366  =   0.99961822
 FR0988!UTM  12      -   0.99968454  x   1.00033483  =   1.00001926
 FR0988
 FR0988:                Primary Azimuth Mark                     Grid Az
 FR0988:SPC AZ W     -  TREE AZ MK                               003 08 33.5
 FR0988:UTM  12      -  TREE AZ MK                               004 44 28.4
 FR0988
 FR0988|---------------------------------------------------------------------|
 FR0988| PID    Reference Object                     Distance      Geod. Az  |
 FR0988|                                                           dddmmss.s |
 FR0988| CH3533 TREE AZ MK                                         0031033.0 |
 FR0988| FR0987 TREE                                  6.118 METERS 13520     |
 FR0988| FR0959 LOS ANGELES ALBUQ AWY BCN 30        APPROX.35.9 KM 1570702.6 |
 FR0988| CH3536 TREE RM 3                             5.748 METERS 20248     |
 FR0988| CH3534 TREE RM 1                            40.020 METERS 20552     |
 FR0988| CH3535 TREE RM 2                             7.738 METERS 29550     |
 FR0988|---------------------------------------------------------------------|
 FR0988
 FR0988                          SUPERSEDED SURVEY CONTROL
 FR0988
 FR0988  NAD 83(1986)-  35 31 22.87845(N)    113 41 34.24861(W) AD(       ) 1
 FR0988  NAD 27      -  35 31 22.91700(N)    113 41 31.45400(W) AD(       ) 1
 FR0988  NGVD 29 (07/19/86) 2036.2    (m)         6680.     (f) VERT ANG    3  
 FR0988
 FR0988.Superseded values are not recommended for survey control.
 FR0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0988.See file dsdata.txt to determine how the superseded data were derived.
 FR0988
 FR0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5581834382(NAD 83)
 FR0988_MARKER: DS = TRIANGULATION STATION DISK
 FR0988_SETTING: 80 = SET IN A BOULDER
 FR0988_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FR0988
 FR0988  HISTORY     - Date     Condition        Report By
 FR0988  HISTORY     - 1944     MONUMENTED       CGS
 FR0988  HISTORY     - 1948     GOOD             CGS
 FR0988  HISTORY     - 1968     GOOD             AZHD
 FR0988
 FR0988                          STATION DESCRIPTION
 FR0988
 FR0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 FR0988'STATION WAS RECOVERED AND FOUND TO BE BROKEN FROM THE BOULDER
 FR0988'IN WHICH IT WAS PLACED.  THE BREAK WAS SUCH THAT THE BROKEN
 FR0988'PIECE COULD BE FITTED INTO THE LARGER PART OF THE BURIED
 FR0988'BOULDER SO A PLUMBING BENCH WAS SET UP AND ITS ORIGINAL POSITION
 FR0988'WAS LOCATED.  THE BROKEN PIECES WERE THEN REMOVED AND A NEW
 FR0988'BOULDER WAS BURIED AND THE ORIGINAL MARK SET IN PLACE.
 FR0988'REFERENCE MARK 3 WAS ESTABLISHED.  REFERENCE MARK 2 WAS FOUND TO
 FR0988'BE SLIGHTLY MOVEABLE.  STATION IS ABOUT 5 MILES SW OF A
 FR0988'LARGE EARTH TANK AND A LARGE CORRAL.
 FR0988'
 FR0988'STATION MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 FR0988'STAMPED TREE 1936.
 FR0988'
 FR0988'REFERENCE MARK 1 IS ABOUT FLUSH WITH THE GROUND AND IS
 FR0988'STAMPED TREE NO 1 1936.  IT IS ABOUT 12 FEET LOWER IN ELEVATION
 FR0988'THAN STATION MARK.
 FR0988'
 FR0988'REFERENCE MARK 2 PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 FR0988'AND IS STAMPED TREE NO 2 1944.  IT IS ABOUT THE SAME ELEVATION
 FR0988'AS THE STATION MARK.
 FR0988'
 FR0988'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN OUTCROPPNG
 FR0988'BEDROCK WHICH IS ABOUT 4 INCHES BELOW THE SURROUNDING SURFACE.
 FR0988'IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE STATION
 FR0988'MARK.  IT IS STAMPED TREE NO 3 1944.
 FR0988'
 FR0988'AZIMUTH MARK IS STAMPED TREE 1936.  THE FIRST E IS ASKEW.  IT
 FR0988'IS 4 FEET E OF A 4-FOOT CAIRN.
 FR0988'
 FR0988'TO REACH STATION FROM PEACH SPRINGS, GO W ON U.S. HIGHWAY 66
 FR0988'FOR 1.9 MILES TO A GRAVEL ROAD LEADING TO THE RIGHT THROUGH
 FR0988'A CATTLE GUARD.  TURN RIGHT AND CONTINUE FOR 0.7 MILE TO A
 FR0988'FORKS, TAKE THE RIGHT FORK (MAIN-TRAVELED ROAD) AND CONTINUE
 FR0988'FOR 6.4 MILES TO A CATTLE GUARD, CONTINUE AHEAD ON MAIN
 FR0988'GRAVEL ROAD FOR 5.2 MILES TO A DIM TRACK ROAD TO THE LEFT.
 FR0988'THIS ROAD IS ABOUT 0.1 MILE BEFORE COMING TO GATE IN A DRIFT
 FR0988'FENCE.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.4 MILE TO A
 FR0988'GATE, PASS THROUGH THE GATE AND CONTINUE 0.8 MILE TO A GATE
 FR0988'AT A LARGE DIRT TANK AND A CORRAL.  PASS THROUGH GATE AND
 FR0988'FOLLOW TRACK ROAD THAT LEADS IN A SW DIRECTION ALONG THE
 FR0988'FENCE FOR 4.7 MILES TO THE END OF TRUCK TRAVEL AT A FENCE
 FR0988'AND WASH.  FROM HERE PACK UP THE MAIN VALLEY IN THE SW
 FR0988'DIRECTION FOR ABOUT 1-1/2 MILES TO A VALLEY COMING IN FROM
 FR0988'THE LEFT.  THIS VALLEY HAS A LOW SADDLE AT ITS HEAD AND IS
 FR0988'EASILY FOUND DUE TO THE LARGE PINE TREES GROWING AT ITS
 FR0988'HEAD.  PACK LEFT UP THIS VALLEY 1-1/2 MILES TO ITS HEAD
 FR0988'AND THE SADDLE.  THE AZIMUTH MARK IS ON THIS RIDGE, ABOUT
 FR0988'150 YARDS TO THE LEFT OF THE LOWEST POINT IN THE SADDLE.
 FR0988'FROM HERE THE STATION IS ABOUT DUE S ON THE PEAK ABOUT
 FR0988'3/4 MILE DISTANT.  PACK A LITTLE TO THE RIGHT OF THE PEAK
 FR0988'AND THEN UP THE SUMMIT AND THE STATION.
 FR0988
 FR0988                          STATION RECOVERY (1948)
 FR0988
 FR0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0988'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 FR0988'AS DESCRIBED.
 FR0988'
 FR0988'THE STATION IS ON A HIGH BRUSHY HILL WITH A GENTLE SLOPE
 FR0988'TO THE NORTHEAST AND VERTICAL CLIFFS TO THE SOUTHWEST.  IT IS
 FR0988'ON THE HIGHEST PEAK NEAR THE SOUTHEAST END OF THE GRAND WASH
 FR0988'CLIFFS, AND IS ABOUT 14 MILES AIRLINE WEST OF PEACH SPRINGS
 FR0988'AND ABOUT 5 MILES AIRLINE NORTH OF U.S. HIGHWAY 66.
 FR0988'
 FR0988'TO REACH THE STATION FROM THE POST OFFICE IN PEACH SPRINGS GO
 FR0988'WEST ON U.S. HIGHWAY 66 FOR 1.9 MILES TO A DIRT ROAD RIGHT,
 FR0988'TURN RIGHT ON THIS ROAD PASSING OVER CATTLE GUARD AND GO 0.7
 FR0988'MILE TO A FORK.  KEEP RIGHT AND CONTINUE ON THE MAIN GRADED
 FR0988'ROAD FOR 6.6 MILES TO A CATTLE GUARD.  CONTINUE ON THE MAIN ROAD
 FR0988'NORTHWESTERLY FOR 5.4 MILES TO A DIM TRACK ROAD LEFT.  TURN
 FR0988'LEFT ON TRACK ROAD AND CONTINUE SOUTHWESTERLY FOR 1.2 MILES
 FR0988'TO A GATE AT CORRAL AND DIRT TANK.  PASS THROUGH GATE TURN
 FR0988'RIGHT AND FOLLOW MAIN TRACK ROAD ALONG EAST SIDE OF FENCE
 FR0988'SOUTHWESERLY FOR 4.4 MILES TO A WASH AND END OF ROAD AT
 FR0988'FENCE LINE AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW UP
 FR0988'THE MAIN VALLEY SOUTHWESTERLY FOR ABOUT A MILE TO A NORTH-SOUTH
 FR0988'RIDGE.  TURN LEFT (SOUTHERLY) UP THIS DRAW FOR ABOUT A MILE
 FR0988'TO A LOW SADDLE AT THE HEAD OF DRAW.  (AZIMUTH MARK IS
 FR0988'ABOUT 150 YARDS EAST OF THE LOWEST POINT OF SADDLE, ON CREST
 FR0988'OF RIDGE.) FROM THE SADDLE CONTINUE SOUTHERLY ACROSS A DEEP
 FR0988'DRAW AND UP STEEP SLOPE TO THE HIGHEST POINT OF THE HIGHEST
 FR0988'HILL AND STATION.  A 3 HOUR PACK.
 FR0988'
 FR0988'THE STATION IS A STANDARD BRONZE DISK SET IN A LARGE BOULDER
 FR0988'PROJECTING ABOUT 4 INCHES, ON THE HIGHEST POINT OF THE HILL.
 FR0988'IT IS STAMPED TREE 1936.
 FR0988'
 FR0988'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0988'IN OUTCROP NEAR EDGE OF CLIFF, AND IS ABOUT 10 FEET LOWER THAN
 FR0988'THE STAION.  IT IS STAPED TREE NO 1 1936.
 FR0988'
 FR0988'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0988'IN A BURIED BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT
 FR0988'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED TREE NO
 FR0988'2 1936.
 FR0988'
 FR0988'THE U.S. GEOLOGICAL SURVEY MARK IS A RECTANGULAR BOULDER
 FR0988'PROJECTING ABOUT 8 INCHES AND IS ABOUT THE SAME ELEVATION
 FR0988'AS THE STATION.  IT HAS A TRIANGLE CUT IN THE TOP OF THE
 FR0988'BOULDER.
 FR0988'
 FR0988'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT
 FR0988'150 YARDS EAST OF THE LOWEST POINT OF THE SADDLE ON THE WAY TO
 FR0988'STATION, AND IS ABOUT 4 FEET EAST OF A CAIRN AND IS ABOUT
 FR0988'1/2 MILE NORTH OF THE STATION.  IT IS STAMPED TREE 1936.
 FR0988
 FR0988                          STATION RECOVERY (1968)
 FR0988
 FR0988'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0988'GENERAL LOCATION THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK
 FR0988'WERE RECOVERED AS DESCRIBED IN THE RECOVERY NOTE OF 1948.  A NEW TO
 FR0988'REACH DESCRIPTION FOLLOWS.
 FR0988'
 FR0988'TO REACH FROM THE POST OFFICE IN PEACH SPRINGS GO WEST ON US NO. 66
 FR0988'FOR 2.60 MILE TO THE TOP OF HILL AND CATTLE GUARD ON RIGHT.  CROSS
 FR0988'CATTLE GUARD AND TAKE THE MAIN GRAVEL ROAD NORTHERLY FOR 14 MILES,
 FR0988'CROSSING CATTLE GUARDS AT MILE POSTS 3.40.  THEN 8.60 AND FINALLY
 FR0988'14 MILES.  AFTER CROSSING CATTLE GUARD AT 14 MILES TURN LEFT ON
 FR0988'TRACK ROAD FOR 1.20 MILE TO DIRT TANK AND CORRAL.  FOLLOW AROUND
 FR0988'TO THE RIGHT ON THE TRACK ROAD STAYING ALONG OR AS CLOSE TO THE
 FR0988'FENCE.  ON THE RIGHT FOR ABOUT 5.50 MILES TO THE RESERVATION
 FR0988'BOUNDARY FENCE.  FROM HERE PACK WEST UP THE VALLEY FOR 1-1/2 MILES
 FR0988'(APPROX 40 MINUTES) TO A VALLEY COMING IN FROM THE LEFT.
 FR0988'THIS VALLEY HAS A LOW SADDLE AT THE HEAD OF IT AND IS EASILY FOUND
 FR0988'BY THE LARGE PINES GROWING AT ITS HEAD.  PACK LEFT GO THIS
 FR0988'VALLEY TO THE SADDLE.  FROM STATION IS ABOUT DUE SOUTH ON THE PEAK
 FR0988'1/2 MILE DISTANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0539 ***********************************************************************
 ES0539  DESIGNATION -  TREE RM 1
 ES0539  PID         -  ES0539
 ES0539  STATE/COUNTY-  AZ/COCONINO
 ES0539  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0539
 ES0539                         *CURRENT SURVEY CONTROL
 ES0539  ___________________________________________________________________
 ES0539* NAD 83(1986)-  34 51 39.     (N)    111 36 53.     (W)     SCALED    
 ES0539* NAVD 88     -      1976.155  (meters)    6483.44   (feet)  ADJUSTED  
 ES0539  ___________________________________________________________________
 ES0539  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 ES0539  DYNAMIC HT  -        1973.380 (meters)    6474.33  (feet)  COMP
 ES0539  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 ES0539
 ES0539  VERT ORDER  -  SECOND    CLASS 0
 ES0539
 ES0539.The horizontal coordinates were scaled from a topographic map and have
 ES0539.an estimated accuracy of +/- 6 seconds.
 ES0539
 ES0539.The orthometric height was determined by differential leveling
 ES0539.and adjusted in June 1991.
 ES0539
 ES0539.The geoid height was determined by GEOID03.
 ES0539
 ES0539.The dynamic height is computed by dividing the NAVD 88
 ES0539.geopotential number by the normal gravity value computed on the
 ES0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0539.degrees latitude (g = 980.6199 gals.).
 ES0539
 ES0539.The modeled gravity was interpolated from observed gravity values.
 ES0539
 ES0539;                    North         East    Units  Estimated Accuracy
 ES0539;SPC AZ C     -   428,180.      240,970.      MT  (+/- 180 meters Scaled)
 ES0539
 ES0539                          SUPERSEDED SURVEY CONTROL
 ES0539
 ES0539  NGVD 29 (??/??/92) 1975.210  (m)         6480.33   (f) ADJ UNCH    2 0
 ES0539
 ES0539.Superseded values are not recommended for survey control.
 ES0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0539.See file dsdata.txt to determine how the superseded data were derived.
 ES0539
 ES0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD438577(NAD 83)
 ES0539_MARKER: DR = REFERENCE MARK DISK
 ES0539_SETTING: 80 = SET IN A BOULDER
 ES0539_SP_SET: BOULDER
 ES0539_STAMPING: TREE NO 1 1959
 ES0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0539+STABILITY: SURFACE MOTION
 ES0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0539+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0539
 ES0539  HISTORY     - Date     Condition        Report By
 ES0539  HISTORY     - 1959     MONUMENTED       CGS
 ES0539  HISTORY     - 20071112 GOOD             GEOCAC
 ES0539
 ES0539                          STATION DESCRIPTION
 ES0539
 ES0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0539'24.0 MI S FROM FLAGSTAFF.
 ES0539'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0539'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0539'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0539'HIGHWAY 17, THENCE 21.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 68.4
 ES0539'FEET NORTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ES0539'BOULDER THAT PROJECTS 3 INCHES.
 ES0539
 ES0539                          STATION RECOVERY (2007)
 ES0539
 ES0539'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0539'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0539'THE DESCRIPTION - THE MARK IS 3.8 FEET NORTHEAST OF THE RIGHT-OF-WAY
 ES0539'FENCE. HANDHELD COORDINATES
 ES0539'33 51 39.8 (N)   111 36 52.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0540 ***********************************************************************
 ES0540  DESIGNATION -  TREE RM 2
 ES0540  PID         -  ES0540
 ES0540  STATE/COUNTY-  AZ/COCONINO
 ES0540  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0540
 ES0540                         *CURRENT SURVEY CONTROL
 ES0540  ___________________________________________________________________
 ES0540* NAD 83(1986)-  34 51 39.     (N)    111 36 53.     (W)     SCALED    
 ES0540* NAVD 88     -      1976.908  (meters)    6485.91   (feet)  ADJUSTED  
 ES0540  ___________________________________________________________________
 ES0540  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 ES0540  DYNAMIC HT  -        1974.132 (meters)    6476.80  (feet)  COMP
 ES0540  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 ES0540
 ES0540  VERT ORDER  -  SECOND    CLASS 0
 ES0540
 ES0540.The horizontal coordinates were scaled from a topographic map and have
 ES0540.an estimated accuracy of +/- 6 seconds.
 ES0540
 ES0540.The orthometric height was determined by differential leveling
 ES0540.and adjusted in June 1991.
 ES0540
 ES0540.The geoid height was determined by GEOID03.
 ES0540
 ES0540.The dynamic height is computed by dividing the NAVD 88
 ES0540.geopotential number by the normal gravity value computed on the
 ES0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0540.degrees latitude (g = 980.6199 gals.).
 ES0540
 ES0540.The modeled gravity was interpolated from observed gravity values.
 ES0540
 ES0540;                    North         East    Units  Estimated Accuracy
 ES0540;SPC AZ C     -   428,180.      240,970.      MT  (+/- 180 meters Scaled)
 ES0540
 ES0540                          SUPERSEDED SURVEY CONTROL
 ES0540
 ES0540  NGVD 29 (??/??/92) 1975.963  (m)         6482.81   (f) ADJ UNCH    2 0
 ES0540
 ES0540.Superseded values are not recommended for survey control.
 ES0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0540.See file dsdata.txt to determine how the superseded data were derived.
 ES0540
 ES0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD438577(NAD 83)
 ES0540_MARKER: DR = REFERENCE MARK DISK
 ES0540_SETTING: 80 = SET IN A BOULDER
 ES0540_SP_SET: BOULDER
 ES0540_STAMPING: TREE NO 2 1959
 ES0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0540+STABILITY: SURFACE MOTION
 ES0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0540+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 ES0540
 ES0540  HISTORY     - Date     Condition        Report By
 ES0540  HISTORY     - 1959     MONUMENTED       CGS
 ES0540  HISTORY     - 20071112 GOOD             GEOCAC
 ES0540
 ES0540                          STATION DESCRIPTION
 ES0540
 ES0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0540'24.0 MI S FROM FLAGSTAFF.
 ES0540'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0540'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0540'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0540'HIGHWAY 17, THENCE 21.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, 36.4
 ES0540'FEET SOUTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 ES0540'BOULDER THAT IS FLUSH WITH THE GROUND.
 ES0540
 ES0540                          STATION RECOVERY (2007)
 ES0540
 ES0540'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0540'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0540'THE DESCRIPTION - THE MARK IS 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 ES0540'FENCE. HANDHELD COORDINATES
 ES0540'33 51 39.6 (N)   111 36 51.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1197 ***********************************************************************
 CG1197  DESIGNATION -  TREES
 CG1197  PID         -  CG1197
 CG1197  STATE/COUNTY-  AZ/COCHISE
 CG1197  USGS QUAD   -  SAINT DAVID (1973)
 CG1197
 CG1197                         *CURRENT SURVEY CONTROL
 CG1197  ___________________________________________________________________
 CG1197* NAD 83(1992)-  31 52 56.71909(N)    110 12 48.37996(W)     ADJUSTED  
 CG1197* NAVD 88     -      1120.1    (meters)    3675.     (feet)  VERTCON   
 CG1197  ___________________________________________________________________
 CG1197  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CG1197  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CG1197  HORZ ORDER  -  SECOND
 CG1197
 CG1197.The horizontal coordinates were established by classical geodetic methods
 CG1197.and adjusted by the National Geodetic Survey in August 1993.
 CG1197
 CG1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1197
 CG1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1197
 CG1197.The geoid height was determined by GEOID03.
 CG1197
 CG1197;                    North         East     Units Scale Factor Converg.
 CG1197;SPC AZ E     -    97,831.549   208,935.158   MT  0.99990024   -0 01 28.9
 CG1197;SPC AZ E     -   320,969.65    685,482.80   iFT  0.99990024   -0 01 28.9
 CG1197;UTM  12      - 3,527,672.885   574,390.596   MT  0.99966825   +0 24 55.7
 CG1197
 CG1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1197!SPC AZ E     -   0.99982852  x   0.99990024  =   0.99972877
 CG1197!UTM  12      -   0.99982852  x   0.99966825  =   0.99949682
 CG1197
 CG1197|---------------------------------------------------------------------|
 CG1197| PID    Reference Object                     Distance      Geod. Az  |
 CG1197|                                                           dddmmss.s |
 CG1197| CS6165 TREES RM 1                           18.584 METERS 23811     |
 CG1197| CS6166 TREES RM 2                           20.709 METERS 31832     |
 CG1197|---------------------------------------------------------------------|
 CG1197
 CG1197                          SUPERSEDED SURVEY CONTROL
 CG1197
 CG1197  NAD 83(1986)-  31 52 56.71351(N)    110 12 48.37658(W) AD(       ) 2
 CG1197  NGVD 29 (06/28/91) 1119.3    (m)         3672.     (f) VERT ANG    3  
 CG1197
 CG1197.Superseded values are not recommended for survey control.
 CG1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1197.See file dsdata.txt to determine how the superseded data were derived.
 CG1197
 CG1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7439127673(NAD 83)
 CG1197_MARKER: DS = TRIANGULATION STATION DISK
 CG1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1197+STABILITY: SURFACE MOTION
 CG1197
 CG1197  HISTORY     - Date     Condition        Report By
 CG1197  HISTORY     - 1986     MONUMENTED       AZDT
 CG1197  HISTORY     - 20060908 GOOD             GEOCAC
 CG1197
 CG1197                          STATION DESCRIPTION
 CG1197
 CG1197'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1197'THE STATION IS LOCATED 1-3/4 MILES SOUTHEAST OF ST. DAVID ALONG THE
 CG1197'WEST SIDE OF OF U.S. HIGHWAY 80.
 CG1197'
 CG1197'THE STATION MARK IS AN AZDT DISK STAMPED---TREES 1986---.  IT IS SET
 CG1197'IN TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 56 FEET EAST OF
 CG1197'THE CENTER LINE OF U.S. 80, 46 FEET WEST OF THE RIGHT OF WAY FENCE AND
 CG1197'4 FEET NORTHEAST OF THE WITNESS POST.
 CG1197'
 CG1197'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TREES RM 1 1986---.  IT IS
 CG1197'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1197'
 CG1197'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TREES RM 2 1986---.  IT IS
 CG1197'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1197'
 CG1197'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL SOUTH
 CG1197'ALONG U.S. HIGHWAY 80 FOR 2.15 MILE TO THE STATION ON THE RIGHT AT
 CG1197'MILE POST 302.3.
 CG1197
 CG1197                          STATION RECOVERY (2006)
 CG1197
 CG1197'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG1197'RECOVERED THE STATION AS DESCRIBED WITH THE FOLLOWING UPDATES TO THE
 CG1197'DESCRIPTION - THE STATION IS STAMPED WITH 1987 (NOT 1986).
 CG1197' 
 CG1197'DID NOT LOOK FOR REFERENCE MARK 1 OR REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0336 ***********************************************************************
 GQ0336  DESIGNATION -  TRENCH
 GQ0336  PID         -  GQ0336
 GQ0336  STATE/COUNTY-  AZ/MOHAVE
 GQ0336  USGS QUAD   -  ROBINSON CANYON (1988)
 GQ0336
 GQ0336                         *CURRENT SURVEY CONTROL
 GQ0336  ___________________________________________________________________
 GQ0336* NAD 83(1992)-  36 35 11.27266(N)    112 52 25.80541(W)     ADJUSTED  
 GQ0336* NAVD 88     -      1642.9    (meters)    5390.     (feet)  VERTCON   
 GQ0336  ___________________________________________________________________
 GQ0336  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GQ0336  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GQ0336  HORZ ORDER  -  SECOND
 GQ0336
 GQ0336.The horizontal coordinates were established by classical geodetic methods
 GQ0336.and adjusted by the National Geodetic Survey in August 1993.
 GQ0336
 GQ0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0336
 GQ0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0336
 GQ0336.The geoid height was determined by GEOID03.
 GQ0336
 GQ0336;                    North         East     Units Scale Factor Converg.
 GQ0336;SPC AZ W     -   619,961.090   291,764.903   MT  1.00000904   +0 31 20.1
 GQ0336;SPC AZ W     - 2,033,993.08    957,233.93   iFT  1.00000904   +0 31 20.1
 GQ0336;UTM  12      - 4,050,633.332   332,366.265   MT  0.99994622   -1 07 01.7
 GQ0336
 GQ0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0336!SPC AZ W     -   0.99974584  x   1.00000904  =   0.99975487
 GQ0336!UTM  12      -   0.99974584  x   0.99994622  =   0.99969207
 GQ0336
 GQ0336|---------------------------------------------------------------------|
 GQ0336| PID    Reference Object                     Distance      Geod. Az  |
 GQ0336|                                                           dddmmss.s |
 GQ0336| CH3539 TRENCH RM 1                          10.955 METERS 10738     |
 GQ0336| CH3540 TRENCH RM 2                           8.452 METERS 20140     |
 GQ0336| GQ0339 LAVA CAIRN                          APPROX. 6.4 KM 2222717.1 |
 GQ0336| CH3538 TRENCH AZ MK                                       2441207.8 |
 GQ0336|---------------------------------------------------------------------|
 GQ0336
 GQ0336                          SUPERSEDED SURVEY CONTROL
 GQ0336
 GQ0336  NAD 83(1986)-  36 35 11.26809(N)    112 52 25.80265(W) AD(       ) 2
 GQ0336  NAD 27      -  36 35 11.32500(N)    112 52 23.07600(W) AD(       ) 2
 GQ0336  NGVD 29 (07/19/86) 1642.0    (m)         5387.     (f) VERT ANG    3  
 GQ0336
 GQ0336.Superseded values are not recommended for survey control.
 GQ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0336.See file dsdata.txt to determine how the superseded data were derived.
 GQ0336
 GQ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF3236650633(NAD 83)
 GQ0336_MARKER: DS = TRIANGULATION STATION DISK
 GQ0336_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0336
 GQ0336  HISTORY     - Date     Condition        Report By
 GQ0336  HISTORY     - 1953     MONUMENTED       CGS
 GQ0336  HISTORY     - 1965     GOOD             CGS
 GQ0336
 GQ0336                          STATION DESCRIPTION
 GQ0336
 GQ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0336'THE STATION IS LOCATED ON A LOW BARE HILL, ABOUT 26 MILES
 GQ0336'SOUTH-SOUTHWEST OF FREDONIA, 21 MILES NORTH OF THE COLORADO
 GQ0336'RIVER, 1.0 MILE SOUTHWEST OF THE HEAD OF HACK CANYON AND 0.2
 GQ0336'MILE EAST OF THE GRAND CANYON NATIONAL MONUMENT ROAD.
 GQ0336'
 GQ0336'TO REACH FROM THE JUNCTION OF THE PIPE SPRINGS ROAD WITH
 GQ0336'U.S. HIGHWAY 89 AT THE SOUTH EDGE OF FREDONIA, TAKE THE PIPE
 GQ0336'SPRINGS ROAD AND GO FOR 8.2 MILES TO A Y FORK AT A SIGN
 GQ0336'GRAND CANYON NATIONAL MONUMENT.  TAKE THE LEFT FORK, WHICH
 GQ0336'IS THE GRAND CANYON ROAD, AND GO FOR 25.5 MILES TO A WIRE GATE.
 GQ0336'PASS THROUGH THE GATE AND GO FOR 0.3 MILE TO A POINT JUST
 GQ0336'AFTER MAKING A LEFT CURVE THROUGH A SMALL DRAW AND UP TO
 GQ0336'THE TOP OF A LOW RIDGE.  TURN LEFT AND GO ACROSS COUNTRY
 GQ0336'FOR 0.2 MILE TO THE STATION 100 FEET WEST OF THE RIM OF
 GQ0336'THE HILL.
 GQ0336'
 GQ0336'THE STATION IS A STANDARD DISK STAMPED TRENCH 1953.  IT IS
 GQ0336'CEMENTED IN A DRILL HOLE IN UNDERGROUND BEDROCK.  THE MARK
 GQ0336'IS 6.5 INCHES BELOW THE GROUND SURFACE AND 9 FEET SOUTHWEST
 GQ0336'OF A WHITE WITNESS POST.
 GQ0336'
 GQ0336'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TRENCH NO 1 1953.
 GQ0336'IT IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH.
 GQ0336'
 GQ0336'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TRENCH NO 2 1953.
 GQ0336'IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 GQ0336'
 GQ0336'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TRENCH 1953.  IT
 GQ0336'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GQ0336'IT IS 21 FEET EAST OF THE GRAND CANYON ROAD AND 2 FEET EAST
 GQ0336'OF A WHITE WITNESS POST.  TO REACH FROM WHERE YOU LEAVE THE ROAD,
 GQ0336'CONTINUE ON SOUTH ON THE ROAD FOR 0.2 MILE JUST BEFORE STARTING
 GQ0336'DOWN GRADE AND THE MARK ON THE LEFT AS DESCRIBED.
 GQ0336
 GQ0336                          STATION RECOVERY (1965)
 GQ0336
 GQ0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0336'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GQ0336'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7535 ***********************************************************************
 DK7535  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7535  DESIGNATION -  TRES
 DK7535  PID         -  DK7535
 DK7535  STATE/COUNTY-  AZ/COCHISE
 DK7535  USGS QUAD   -  GALLETA FLAT EAST (1973)
 DK7535
 DK7535                         *CURRENT SURVEY CONTROL
 DK7535  ___________________________________________________________________
 DK7535* NAD 83(2007)-  32 04 47.03656(N)    110 17 35.79535(W)     ADJUSTED  
 DK7535* NAVD 88     -      1106.18   (meters)    3629.2    (feet)  GPS OBS   
 DK7535  ___________________________________________________________________
 DK7535  EPOCH DATE  -        2007.00
 DK7535  X           -  -1,876,424.098 (meters)                     COMP
 DK7535  Y           -  -5,074,463.443 (meters)                     COMP
 DK7535  Z           -   3,368,498.785 (meters)                     COMP
 DK7535  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DK7535  ELLIP HEIGHT-        1078.414 (meters)          (11/28/08) ADJUSTED
 DK7535  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DK7535  HORZ ORDER  -  B
 DK7535  ELLP ORDER  -  FOURTH    CLASS II
 DK7535
 DK7535.The horizontal coordinates were established by GPS observations
 DK7535.and adjusted by the National Geodetic Survey in November 2008.
 DK7535
 DK7535.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7535.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7535.The horizontal coordinates are valid at the epoch date displayed above.
 DK7535.The epoch date for horizontal control is a decimal equivalence
 DK7535.of Year/Month/Day.
 DK7535
 DK7535.The orthometric height was determined by GPS observations and a
 DK7535.high-resolution geoid model.
 DK7535.The orthometric height was determined by GPS observations and a
 DK7535.high-resolution geoid model using precise GPS observation and
 DK7535.processing techniques.
 DK7535
 DK7535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7535
 DK7535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7535
 DK7535.The ellipsoidal height was determined by GPS observations
 DK7535.and is referenced to NAD 83.
 DK7535
 DK7535.The geoid height was determined by GEOID03.
 DK7535
 DK7535;                    North         East     Units Scale Factor Converg.
 DK7535;SPC AZ E     -   119,714.477   201,407.796   MT  0.99990176   -0 04 02.1
 DK7535;SPC AZ E     -   392,764.03    660,786.73   iFT  0.99990176   -0 04 02.1
 DK7535;UTM  12      - 3,549,491.951   566,696.725   MT  0.99965486   +0 22 31.3
 DK7535
 DK7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7535!SPC AZ E     -   0.99983070  x   0.99990176  =   0.99973248
 DK7535!UTM  12      -   0.99983070  x   0.99965486  =   0.99948562
 DK7535
 DK7535                          SUPERSEDED SURVEY CONTROL
 DK7535
 DK7535.No superseded survey control is available for this station.
 DK7535
 DK7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6669749492(NAD 83)
 DK7535_MARKER: DD = SURVEY DISK
 DK7535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7535_STAMPING: TRES 2005
 DK7535_MARK LOGO: AZ-003
 DK7535_PROJECTION: FLUSH
 DK7535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7535+STABILITY: SURFACE MOTION
 DK7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7535+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7535
 DK7535  HISTORY     - Date     Condition        Report By
 DK7535  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7535
 DK7535                          STATION DESCRIPTION
 DK7535
 DK7535'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7535'FROM THE INTERSECTION OF INTERSTATE 10 AND POMERENE ROAD IN BENSON,
 DK7535'ARIZONA TRAVEL NORTH ON POMERENE ROAD FOR APPROXIMATELY 3.17 MILE TO
 DK7535'CASCABEL ROAD.  TURN RIGHT AND HEAD NORTHERLY ON CASCABEL ROAD FOR 6.7
 DK7535'MILE TO THE STATION.
 DK7535' 
 DK7535'THE STATION IS LOCATED ON THE WEST SIDE OF THE ROAD APPROXIMATELY 10
 DK7535'FT (3.0 M) NORTH OF A EAST-WEST FENCE LINE.
 DK7535' 
 DK7535'THE STATION IS A 3 INCH (8 CM) BRASS COCHISE COUNTY HIGHWAY AND
 DK7535'FLOODPLAIN DEPARTMENT SURVEY DISK SET IN A CONCRETE MONUMENT.  IT IS
 DK7535'STAMPED TRES 2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1238 ***********************************************************************
 CY1238  DESIGNATION -  TRIANG PT NO 26 CAIRN
 CY1238  PID         -  CY1238
 CY1238  STATE/COUNTY-  AZ/GRAHAM
 CY1238  USGS QUAD   -  FORT GRANT (1972)
 CY1238
 CY1238                         *CURRENT SURVEY CONTROL
 CY1238  ___________________________________________________________________
 CY1238* NAD 83(1992)-  32 34 53.02262(N)    109 54 14.71368(W)     ADJUSTED  
 CY1238* NAVD 88     -              **(meters)            **(feet)            
 CY1238  ___________________________________________________________________
 CY1238  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 CY1238  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CY1238  HORZ ORDER  -  THIRD
 CY1238
 CY1238.The horizontal coordinates were established by classical geodetic methods
 CY1238.and adjusted by the National Geodetic Survey in August 1993.
 CY1238
 CY1238
 CY1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1238
 CY1238.The geoid height was determined by GEOID03.
 CY1238
 CY1238;                    North         East     Units Scale Factor Converg.
 CY1238;SPC AZ E     -   175,363.018   238,011.694   MT  0.99990749   +0 08 29.0
 CY1238;SPC AZ E     -   575,337.99    780,878.26   iFT  0.99990749   +0 08 29.0
 CY1238;UTM  12      - 3,605,411.690   602,858.969   MT  0.99973046   +0 35 24.7
 CY1238
 CY1238                          SUPERSEDED SURVEY CONTROL
 CY1238
 CY1238  NAD 83(1986)-  32 34 53.01586(N)    109 54 14.71414(W) AD(       ) 4
 CY1238  NAD 27      -  32 34 52.76800(N)    109 54 12.45000(W) AD(       ) 3
 CY1238
 CY1238.Superseded values are not recommended for survey control.
 CY1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1238.See file dsdata.txt to determine how the superseded data were derived.
 CY1238
 CY1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0285905412(NAD 83)
 CY1238_MARKER: 72 = CAIRN
 CY1238_MARK LOGO: USFS  
 CY1238
 CY1238  HISTORY     - Date     Condition        Report By
 CY1238  HISTORY     - 1946     FIRST OBSERVED   CGS
 CY1238
 CY1238                          STATION DESCRIPTION
 CY1238
 CY1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CY1238'THE STATION IS A LARGE, EXCELLENTLY SHAPED, FAIRLY CONICAL,
 CY1238'ROCK CAIRN, WHICH PROJECTS 6 FEET ABOVE THE SURROUNDING SURFACE,
 CY1238'AND IS ABOUT 6 FEET IN DIAMETER AT THE BASE.  THERE IS A
 CY1238'GOOD-SIZED POLE PROJECTING 7-1/2 FEET ABOVE THE TOP OF THE
 CY1238'ROCK CAIRN.  THE STATION IS LOCATED ON THE S OF TWO POINTS
 CY1238'OF A SMALL ROUND MOUNTAIN WHICH RISES JUST ABOUT ONE MILE
 CY1238'S OF THE BONITA-STOCKTON PASS ROAD, AT THE BOUNDARY OF THE
 CY1238'CROOK NATIONAL FOREST, AND IS DIRECTLY N OF THE O-O RANCH.  THE
 CY1238'N POINT OF THE MOUNTAIN IS 100 FEET N OF THE OTHER POINT WHICH
 CY1238'HAS THE CAIRN AND IS SLIGHTLY HIGHER THAN THE BASE OF THE
 CY1238'CAIRN.
 CY1238'
 CY1238'REFERENCE MARK A IS AN IRON BOLT SET IN A DRILL HOLE IN
 CY1238'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 CY1238'IT IS LOCATED ABOUT 19-1/2 FEET ESE OF THE STATION AND ABOUT
 CY1238'1-1/2 FEET LOWER.  A. 18.9 FT. TO. TRIANGULATION PT.
 CY1238'NO. 26 IS WRITTEN IN BLACK PAINT ON THE OUTCROPPING BEDROCK
 CY1238'AND AN ARROW IS PAINTED POINTING TOWARD THE STATION.
 CY1238'
 CY1238'REFERENCE MARK B IS AN IRON BOLT WHICH IS SET IN A DRILL HOLE
 CY1238'IN OUTCROPPING BEDROCK AND PROJECTS ABOUT 1 INCH ABOVE THE
 CY1238'SURROUNDING SURFACE.  IT IS LOCATED ABOUT 17 FEET NNW OF THE
 CY1238'STATION AND ABOUT 1 FOOT LOWER.  B. 16.6 FT. TO. TRIANGULATION
 CY1238'PT. NO. 26 IS WRITTEN IN BLACK PAINT ON THE OUTCROPPING
 CY1238'BEDROCK AND AN ARROW IS PAINTED POINTING TOWARD THE STATION.
 CY1238'
 CY1238'DUE TO THE FACT THAT THE CAIRN WAS SO WELL BUILT, THE ACTUAL
 CY1238'STATION MARK WAS NOT FOUND, BUT IT IS BELIEVED THAT IT IS
 CY1238'A U.S. FOREST SERVICE STATION CALLED NO. 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0946 ***********************************************************************
 ES0946  DESIGNATION -  TRICK
 ES0946  PID         -  ES0946
 ES0946  STATE/COUNTY-  AZ/NAVAJO
 ES0946  USGS QUAD   -  HANKS DRAW (1990)
 ES0946
 ES0946                         *CURRENT SURVEY CONTROL
 ES0946  ___________________________________________________________________
 ES0946* NAD 83(1992)-  34 26 02.17453(N)    110 38 16.86645(W)     ADJUSTED  
 ES0946* NAVD 88     -      2077.7    (meters)    6817.     (feet)  VERTCON   
 ES0946  ___________________________________________________________________
 ES0946  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ES0946  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0946  HORZ ORDER  -  SECOND
 ES0946
 ES0946.The horizontal coordinates were established by classical geodetic methods
 ES0946.and adjusted by the National Geodetic Survey in August 1993.
 ES0946
 ES0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0946
 ES0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0946
 ES0946.The geoid height was determined by GEOID03.
 ES0946
 ES0946;                    North         East     Units Scale Factor Converg.
 ES0946;SPC AZ E     -   380,884.866   170,041.096   MT  0.99992312   -0 15 59.5
 ES0946;SPC AZ E     - 1,249,622.26    557,877.61   iFT  0.99992312   -0 15 59.5
 ES0946;UTM  12      - 3,810,331.201   533,257.352   MT  0.99961363   +0 12 16.9
 ES0946
 ES0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0946!SPC AZ E     -   0.99967770  x   0.99992312  =   0.99960084
 ES0946!UTM  12      -   0.99967770  x   0.99961363  =   0.99929145
 ES0946
 ES0946:                Primary Azimuth Mark                     Grid Az
 ES0946:SPC AZ E     -  TORKEY                                   065 52 29.6
 ES0946:UTM  12      -  TORKEY                                   065 24 13.2
 ES0946
 ES0946|---------------------------------------------------------------------|
 ES0946| PID    Reference Object                     Distance      Geod. Az  |
 ES0946|                                                           dddmmss.s |
 ES0946| ES0943 TORKEY                              APPROX. 0.6 KM 0653630.1 |
 ES0946|---------------------------------------------------------------------|
 ES0946
 ES0946                          SUPERSEDED SURVEY CONTROL
 ES0946
 ES0946  NAD 83(1986)-  34 26 02.16831(N)    110 38 16.87058(W) AD(       ) 2
 ES0946  NGVD 29 (08/03/87) 2076.7    (m)         6813.     (f) VERT ANG    3  
 ES0946
 ES0946.Superseded values are not recommended for survey control.
 ES0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0946.See file dsdata.txt to determine how the superseded data were derived.
 ES0946
 ES0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3325710331(NAD 83)
 ES0946_MARKER: DS = TRIANGULATION STATION DISK
 ES0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0946+STABILITY: SURFACE MOTION
 ES0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0946+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 ES0946
 ES0946  HISTORY     - Date     Condition        Report By
 ES0946  HISTORY     - 1984     MONUMENTED       AZDT
 ES0946  HISTORY     - 19971011 GOOD             USPSQD
 ES0946  HISTORY     - 20051112 GOOD             EVANS
 ES0946
 ES0946                          STATION DESCRIPTION
 ES0946
 ES0946'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0946'THE STATION IS LOCATED 2-1/2 MILES WEST OF HEBER ALONG THE NORTH SIDE
 ES0946'OF STATE ROUTE 260.
 ES0946'
 ES0946'THE STATION MARK IS AN AZDT DISK STAMPED---TRICK 1984---.  IT IS SET
 ES0946'IN TOP OF A 10 INCH CONCRETE MONUMENT 59 FEET NORTHWEST OF THE CENTER
 ES0946'LINE OF STATE ROUTE 260, 36 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE
 ES0946'AND 5-1/2 FEET SOUTHEAST OF THE WITNESS POST.
 ES0946'
 ES0946'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0946'AND STATE ROUTE 260 TRAVEL WEST ALONG SR 260 FOR 2.5 MILES TO MILEPOST
 ES0946'301.35 AND THE STATION ON THE RIGHT.
 ES0946
 ES0946                          STATION RECOVERY (1997)
 ES0946
 ES0946'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0946'RECOVERED IN GOOD CONDITION.
 ES0946
 ES0946                          STATION RECOVERY (2005)
 ES0946
 ES0946'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 ES0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0938 ***********************************************************************
 DW0938  DESIGNATION -  TRIGO
 DW0938  PID         -  DW0938
 DW0938  STATE/COUNTY-  AZ/LA PAZ
 DW0938  USGS QUAD   -  MOHAVE PEAK (1986)
 DW0938
 DW0938                         *CURRENT SURVEY CONTROL
 DW0938  ___________________________________________________________________
 DW0938* NAD 83(1992)-  33 16 36.77384(N)    114 29 29.19546(W)     ADJUSTED  
 DW0938* NAVD 88     -       845.4    (meters)    2774.     (feet)  VERTCON   
 DW0938  ___________________________________________________________________
 DW0938  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DW0938  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DW0938  HORZ ORDER  -  SECOND
 DW0938
 DW0938.The horizontal coordinates were established by classical geodetic methods
 DW0938.and adjusted by the National Geodetic Survey in August 1993.
 DW0938
 DW0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0938
 DW0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0938
 DW0938.The geoid height was determined by GEOID03.
 DW0938
 DW0938;                    North         East     Units Scale Factor Converg.
 DW0938;SPC AZ W     -   252,710.192   144,290.817   MT  0.99999213   -0 24 24.6
 DW0938;SPC AZ W     -   829,101.68    473,395.07   iFT  0.99999213   -0 24 24.6
 DW0938;UTM  11      - 3,684,790.117   733,634.175   MT  1.00027304   +1 22 37.3
 DW0938
 DW0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0938!SPC AZ W     -   0.99987245  x   0.99999213  =   0.99986458
 DW0938!UTM  11      -   0.99987245  x   1.00027304  =   1.00014546
 DW0938
 DW0938:                Primary Azimuth Mark                     Grid Az
 DW0938:SPC AZ W     -  TRIGO AZ MK                              095 25 14.1
 DW0938:UTM  11      -  TRIGO AZ MK                              093 38 12.2
 DW0938
 DW0938|---------------------------------------------------------------------|
 DW0938| PID    Reference Object                     Distance      Geod. Az  |
 DW0938|                                                           dddmmss.s |
 DW0938| CF1651 TRIGO AZ MK                                        0950049.5 |
 DW0938| CF1653 TRIGO RM 2                            9.003 METERS 11643     |
 DW0938| CF1652 TRIGO RM 1                            9.329 METERS 21629     |
 DW0938|---------------------------------------------------------------------|
 DW0938
 DW0938                          SUPERSEDED SURVEY CONTROL
 DW0938
 DW0938  NAD 83(1986)-  33 16 36.77654(N)    114 29 29.20140(W) AD(       ) 2
 DW0938  NAD 27      -  33 16 36.65500(N)    114 29 26.37700(W) AD(       ) 2
 DW0938  NGVD 29 (07/19/86)  844.6    (m)         2771.     (f) VERT ANG    3  
 DW0938
 DW0938.Superseded values are not recommended for survey control.
 DW0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0938.See file dsdata.txt to determine how the superseded data were derived.
 DW0938
 DW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS3363484790(NAD 83)
 DW0938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0938_SETTING: 80 = SET IN A BOULDER
 DW0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0938+STABILITY: SURFACE MOTION
 DW0938
 DW0938  HISTORY     - Date     Condition        Report By
 DW0938  HISTORY     - 1949     MONUMENTED       USGS
 DW0938  HISTORY     - 1964     GOOD             USGS
 DW0938  HISTORY     - 1965     GOOD             AMS
 DW0938  HISTORY     - 1972     GOOD             AZHD
 DW0938
 DW0938                          STATION DESCRIPTION
 DW0938
 DW0938'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0938'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE SOUTHEAST OF
 DW0938'CIBOLA, ON THE HIGHEST POINT OF THE TRIGO MOUNTAINS, 5 FEET
 DW0938'SOUTH OF THE NORTH RIM, A U.S. GEOLOGICAL SURVEY BENCH MARK,
 DW0938'SET IN BEDROCK, FLUSH, AND IS STAMPED, M 1933 TRIGO.
 DW0938'
 DW0938'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 DW0938'IS APPROXIMATELY 6 FEET LOWER THAN THE STATION, ON THE SOUTHWEST
 DW0938'SLOPE, SET IN BEDROCK, FLUSH, AND IS STAMPED, TRIGO NO 1.
 DW0938'
 DW0938'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 DW0938'IS APPROXIMATELY 2 FEET LOWER THAN THE STATION, ON THE SOUTH
 DW0938'RIM, SET IN BEDROCK, PROJECTS 10 INCHES, AND IS STAMPED, TRIGO NO
 DW0938'2.
 DW0938'
 DW0938'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, AT
 DW0938'A POINT WHERE THE ROAD COMES OUT OF A WASH, NEAR AN OLD FORGE
 DW0938'AND CAMP SITE, ABOUT 30 PACES WEST OF AND ABOUT 25 FEET HIGHER
 DW0938'THAN THE ROAD, ON THE NORTHWEST SLOPE OF A SMALL ROCK-COVERED
 DW0938'PEAK, 4 FEET SOUTH OF A 4X4 WITNESS POST, SET FLUSH, AND IS
 DW0938'STAMPED, TRIGO 1949.
 DW0938'
 DW0938'TO REACH FROM THE EAST END OF BRIDGE AT THE CALIFORNIA-ARIZONA
 DW0938'STATE LINE EAST OF BLYTHE, GO EAST ON U.S. HIGHWAY 60 AND 70
 DW0938'FOR 0.7 MILE TO A DIRT ROAD RIGHT AT SIGN, CIBOLA LAKE.  TURN
 DW0938'RIGHT, SOUTH, AND FOLLOW BLADED ROAD FOR 0.8 MILE TO THE
 DW0938'INTERSECTION OF NEW HIGHWAY WHICH IS NOW UNDER CONSTRUCTION.
 DW0938'CROSS HIGHWAY AND CONTINUE SOUTH FOR 17.5 MILES TO A REVERSE
 DW0938'Y AND SIGN BLYTHE-YUMTURN SHARP LEFT, EAST, AND GO 3.6
 DW0938'MILES TO A POINT WHERE THE MAIN ROAD TURNS LEFT AND A DIM ROAD
 DW0938'CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON DIM
 DW0938'ROAD FOR 1.8 MILE TO A FORK.  THIS ROAD ENTERS A WASH 0.2
 DW0938'MILE AFTER TURNING OFF MAIN ROAD AND FOLLOWS WASH FOR 1.4
 DW0938'MILE, THEN LEAVES WASH ON THE LEFT OR NORTH SIDE.  TAKE
 DW0938'THE LEFT FORK AND GO 4.1 MILES TO A CROSSROAD.  CONTINUE
 DW0938'STRAIGHT AHEAD FOR 2.65 MILES TO A FORK JUST AFTER CROSSING
 DW0938'A SMALL WASH.  TAKE THE RIGHT FORK OVER SMALL RIDGE AND
 DW0938'GO 0.05 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.3
 DW0938'MILE, CROSSING A WASH, TO A FORK.  TAKE THE LEFT FORK IN
 DW0938'FLAT AND GO 4.2 MILES TO THE AZIMUTH MARK ON THE LEFT
 DW0938'AS DESCRIBED ABOVE.  CONTINUE FOR 0.2 MILE, THENCE TURN
 DW0938'LEFT UP SMALL RIDGE AND CONTINUE INTO THE NEXT WASH,
 DW0938'APPROXIMATELY 0.2 MILE, TO THE END OF TRUCK TRAVEL.  FROM
 DW0938'THE END OF TRUCK TRAVEL WALK WEST FOR A SHORT DISTANCE
 DW0938'TO WASH.  TURN RIGHT UP WASH.  THIS WASH HEADS NORTH AROUND
 DW0938'HILL, THEN WEST TOWARDS STATION HILL.  FOLLOW WASH TO BASE OF
 DW0938'STATION HILL, THEN CONTINUE WEST TO THE HIGHEST POINT AND
 DW0938'STATION ON THE SOUTHERNMOST ONE OF THE TWO VISIBLE
 DW0938'HILLS.  A 1-HOUR AND 30-MINUTE PACK.
 DW0938
 DW0938                          STATION RECOVERY (1964)
 DW0938
 DW0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DW0938'RECOVERED IN GOOD CONDITION.
 DW0938'
 DW0938'REACHED BY HELICOPTER.
 DW0938
 DW0938                          STATION RECOVERY (1965)
 DW0938
 DW0938'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0938'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 DW0938'GOOD CONDITION AS DESCRIBED.
 DW0938
 DW0938                          STATION RECOVERY (1972)
 DW0938
 DW0938'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 DW0938'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS
 DW0938'WERE RECOVERED IN GOOD CONDITION.  THE FOLLOWING NOTE IS
 DW0938'ADDED ON REACHING THE STATION.
 DW0938'
 DW0938'TO REACH FROM MP. 82, ON U.S. 95, WHICH LIES 22.8 MILES
 DW0938'SOUTH ALONG U.S. 95 FROM THE I 10 U.S. 95 OVERPASS IN QUARTZITE,
 DW0938'GO NORTHWESTERLY ON A GRADED ROAD (SIGN READS, CIBOLA LAKE)
 DW0938'FOR 3.6 MILES TO A Y JUNCTION.  (IT MAY BE NECESSARY TO
 DW0938'OBTAIN A PASS FROM THE U.S. ARMY YUMA TEST CENTER TO ENTER.)
 DW0938'TAKE THE LEFT FORK AND CONTINUE FOR 8.3 MILES TO A Y JUNCTION.
 DW0938'AT THIS POINT THERE SHOULD BE A BM USGS STAMPED 1133.  TAKE THE
 DW0938'LEFT FORK FOR 2.3 MILES.  AT THIS POINT THERE SHOULD BE A USGS
 DW0938'BM STAMPED, 1112.  TAKE THE LEFT FORK SOUTH FOR 2.45 MILES
 DW0938'TO A Y JUNCTION.  TAKE THE RIGHT FORK (THIS IS ONLY FOR 4
 DW0938'WHEEL DRIVE VEHICLES) AND GO WESTERLY ABOUT 2 MILES TO THE
 DW0938'END OF TRUCK TRAVEL.  PACK WEST ABOUT A MILE TO THE HIGHEST POINT
 DW0938'IN THE AREA, ABOUT A 24 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0950 ***********************************************************************
 FR0950  DESIGNATION -  TRIP
 FR0950  PID         -  FR0950
 FR0950  STATE/COUNTY-  AZ/YAVAPAI
 FR0950  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0950
 FR0950                         *CURRENT SURVEY CONTROL
 FR0950  ___________________________________________________________________
 FR0950* NAD 83(1992)-  35 12 06.09032(N)    113 18 57.38861(W)     ADJUSTED  
 FR0950* NAVD 88     -      1669.3    (meters)    5477.     (feet)  VERTCON   
 FR0950  ___________________________________________________________________
 FR0950  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 FR0950  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FR0950  HORZ ORDER  -  SECOND
 FR0950
 FR0950.The horizontal coordinates were established by classical geodetic methods
 FR0950.and adjusted by the National Geodetic Survey in August 1993.
 FR0950
 FR0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0950
 FR0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0950
 FR0950.The geoid height was determined by GEOID03.
 FR0950
 FR0950;                    North         East     Units Scale Factor Converg.
 FR0950;SPC AZ C     -   466,845.139    85,945.468   MT  1.00010001   -0 48 24.2
 FR0950;SPC AZ C     - 1,531,644.16    281,973.32   iFT  1.00010001   -0 48 24.2
 FR0950;SPC AZ W     -   466,049.988   252,884.444   MT  0.99995258   +0 15 00.8
 FR0950;SPC AZ W     - 1,529,035.39    829,673.37   iFT  0.99995258   +0 15 00.8
 FR0950;UTM  12      - 3,897,867.367   289,166.982   MT  1.00014784   -1 20 07.9
 FR0950
 FR0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0950!SPC AZ C     -   0.99974220  x   1.00010001  =   0.99984218
 FR0950!SPC AZ W     -   0.99974220  x   0.99995258  =   0.99969479
 FR0950!UTM  12      -   0.99974220  x   1.00014784  =   0.99989000
 FR0950
 FR0950:                Primary Azimuth Mark                     Grid Az
 FR0950:SPC AZ C     -  TRIP AZ MK                               061 33 56.2
 FR0950:SPC AZ W     -  TRIP AZ MK                               060 30 31.2
 FR0950:UTM  12      -  TRIP AZ MK                               062 05 39.9
 FR0950
 FR0950|---------------------------------------------------------------------|
 FR0950| PID    Reference Object                     Distance      Geod. Az  |
 FR0950|                                                           dddmmss.s |
 FR0950| CH3541 TRIP AZ MK                                         0604532.0 |
 FR0950| FR0941 ATT TOWER 20 MI SW SELIGMAN         APPROX.19.5 KM 0852728.9 |
 FR0950| FR0949 KA 4                                  6.909 METERS 20722     |
 FR0950| CH3542 TRIP RM 1                            19.232 METERS 23828     |
 FR0950|---------------------------------------------------------------------|
 FR0950
 FR0950                          SUPERSEDED SURVEY CONTROL
 FR0950
 FR0950  NAD 83(1986)-  35 12 06.09005(N)    113 18 57.39168(W) AD(       ) 2
 FR0950  NAD 27      -  35 12 06.06620(N)    113 18 54.65500(W) AD(       ) 2
 FR0950  NGVD 29 (07/19/86) 1668.4    (m)         5474.     (f) VERT ANG    3  
 FR0950
 FR0950.Superseded values are not recommended for survey control.
 FR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0950.See file dsdata.txt to determine how the superseded data were derived.
 FR0950
 FR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD8916797867(NAD 83)
 FR0950_MARKER: DE = TRAVERSE STATION DISK
 FR0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0950+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2007
 FR0950
 FR0950  HISTORY     - Date     Condition        Report By
 FR0950  HISTORY     - 1962     MONUMENTED       CGS
 FR0950  HISTORY     - 20071119 GOOD             INDIV
 FR0950
 FR0950                          STATION DESCRIPTION
 FR0950
 FR0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0950'THE STATION IS LOCATED ABOUT 42 MILES EAST OF KINGMAN, ABOUT
 FR0950'25 MILES WEST OF SELIGMAN, ABOUT 1 MILE EAST OF THE MOHAVE-YAVAPAI
 FR0950'COUNTY LINE AND IS ON THE NORTH SIDE OF THE NORTH ONE OF THREE
 FR0950'PIPELINES.
 FR0950'
 FR0950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FR0950'AND STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO
 FR0950'EASTERLY ON STATE HIGHWAY 93 FOR 23 MILES TO MILE POST 95,
 FR0950'CONTINUE EAST FOR 1.6 MILES TO FORKS, TAKE LEFT FORK, LEAVING
 FR0950'STATE HIGHWAY 93, GO EAST 0.2 MILE TO CROSSROAD AND SIGN
 FR0950'HACKBERRY, TURN LEFT, GO NORTH ON GRADED ROAD FOR 5.4 MILES TO A
 FR0950'SIDE ROAD RIGHT AND SIGN SILVER SPRINGS SUBDIVISION, TURN
 FR0950'RIGHT, GO EASTERLY ON THE MAIN BLADED ROAD FOR 16.7
 FR0950'MILES TO MILLERS RANCH, TURN RIGHT, GO SOUTH AND EASTERLY
 FR0950'ON THE MAIN BLADED ROAD FOR 3.9 MILES TO A RANCH AND
 FR0950'CORRALS ON THE RIGHT, CONTINUE EASTERLY ON MAIN BLADED
 FR0950'ROAD FOR 0.45 MILE TO GATE, PASS THROUGH GATE, CONTINUE
 FR0950'SOUTHEASTERLY FOR 1.3 MILES TO GATE, PASS THROUGH
 FR0950'GATE, CONTINUE SOUTHEASTERLY ON MAIN BLADED ROAD FOR 1.25
 FR0950'MILES TO A REVERSE FORK, CONTINUE EASTERLY ON MAIN ROAD FOR
 FR0950'1.0 MILE TO A RANCH HOUSE ON LEFT, CONTINUE EASTERLY ON
 FR0950'MAIN ROAD FOR 0.6 MILE TO A DIM TRACK ROAD LEFT, JUST
 FR0950'BEFORE REACHING A TREE WITH A TRIANGLE BLAZE.  TURN LEFT,
 FR0950'FOLLOW TRACK ROAD NORTH 0.1 MILE TO PIPELINE, TURN LEFT,
 FR0950'FOLLOW PIPELINE WEST 0.15 MILE TO A DIM TRACK ROAD RIGHT,
 FR0950'TURN RIGHT, FOLLOW TRACK NORTH FOR 0.2 MILE TO PIPELINE,
 FR0950'TURN LEFT, GO WEST ON PIPELINE FOR 0.3 MILE TO THE AZIMUTH
 FR0950'MARK ON THE LEFT, CONTINUE WEST FOR 0.1 MILE TO GATE, PASS
 FR0950'THROUGH GATE AND CONTINUE WEST ON PIPELINE FOR 0.25 MILE TO
 FR0950'ANOTHER GATE, PASS THROUGH GATE AND CONTINUE WEST ON PIPELINE
 FR0950'FOR 0.25 MILE TO TOP OF RIDGE AND THE STATION ON RIGHT.
 FR0950'
 FR0950'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 FR0950'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 FR0950'TRIP 1961.  THE MARK IS 44 FEET NORTH OF CENTER OF PIPELINE
 FR0950'RIGHT-OF-WAY AND 12.4 FEET EAST OF WITNESS POST.
 FR0950'
 FR0950'R.M. NO. 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 FR0950'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 FR0950'STAMPED TRIP NO 1 1961.  THE MARK IS 51.3 FEET WEST OF WITNESS
 FR0950'POST AND 43 FEET NORTH OF CENTER OF PIPELINE RIGHT-OF-WAY.
 FR0950'
 FR0950'KA NO. 4 (AHD), A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION,
 FR0950'IS A BRONZE DISK SET IN A 6 INCH SQUARE CONCRETE POST WHICH
 FR0950'IS FLUSH WITH THE SURFACE OF GROUND AND IS STAMPED KA NO 4
 FR0950'1960.  THE MARK IS 31 FEET NORTH OF CENTER OF PIPELINE
 FR0950'RIGHT-OF-WAY AND 16.8 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 FR0950'
 FR0950'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE
 FR0950'IN OUTCROPPING BEDROCK WHICH IS ABOUT 2 X 4 FEET PROJECTING
 FR0950'ABOUT 1 FOOT AND IS STAMPED TRIP 1961.  THE MARK IS 115
 FR0950'FEET SOUTH OF THE CENTER OF PIPE LINE RIGHT-OF-WAY AND
 FR0950'5.4 FEET NORTH OF WITNESS POST.
 FR0950'
 FR0950'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0950
 FR0950                          STATION RECOVERY (2007)
 FR0950
 FR0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SY)
 FR0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1968 ***********************************************************************
 DU1968  DESIGNATION -  TRIPLET
 DU1968  PID         -  DU1968
 DU1968  STATE/COUNTY-  AZ/GRAHAM
 DU1968  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1968
 DU1968                         *CURRENT SURVEY CONTROL
 DU1968  ___________________________________________________________________
 DU1968* NAD 83(1992)-  33 20 37.75075(N)    110 20 59.01440(W)     ADJUSTED  
 DU1968* NAVD 88     -      1615.6    (meters)    5301.     (feet)  VERTCON   
 DU1968  ___________________________________________________________________
 DU1968  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 DU1968  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DU1968  HORZ ORDER  -  SECOND
 DU1968
 DU1968.The horizontal coordinates were established by classical geodetic methods
 DU1968.and adjusted by the National Geodetic Survey in August 1993.
 DU1968
 DU1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1968
 DU1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1968
 DU1968.The geoid height was determined by GEOID03.
 DU1968
 DU1968;                    North         East     Units Scale Factor Converg.
 DU1968;SPC AZ E     -   259,894.876   196,320.849   MT  0.99990358   -0 06 02.2
 DU1968;SPC AZ E     -   852,673.48    644,097.27   iFT  0.99990358   -0 06 02.2
 DU1968;UTM  12      - 3,689,592.621   560,509.685   MT  0.99964514   +0 21 26.8
 DU1968
 DU1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1968!SPC AZ E     -   0.99975064  x   0.99990358  =   0.99965424
 DU1968!UTM  12      -   0.99975064  x   0.99964514  =   0.99939586
 DU1968
 DU1968:                Primary Azimuth Mark                     Grid Az
 DU1968:SPC AZ E     -  TRIPLET AZ MK                            000 20 47.1
 DU1968:UTM  12      -  TRIPLET AZ MK                            359 53 18.1
 DU1968
 DU1968|---------------------------------------------------------------------|
 DU1968| PID    Reference Object                     Distance      Geod. Az  |
 DU1968|                                                           dddmmss.s |
 DU1968| CD3749 TRIPLET AZ MK                                      0001444.9 |
 DU1968| CD3750 TRIPLET RM 1                          8.302 METERS 10149     |
 DU1968| CD3751 TRIPLET RM 2                          5.402 METERS 35353     |
 DU1968|---------------------------------------------------------------------|
 DU1968
 DU1968                          SUPERSEDED SURVEY CONTROL
 DU1968
 DU1968  NAD 83(1986)-  33 20 37.74673(N)    110 20 59.01526(W) AD(       ) 2
 DU1968  NAD 27      -  33 20 37.54070(N)    110 20 56.66940(W) AD(       ) 2
 DU1968  NGVD 29 (07/19/86) 1615.0    (m)         5299.     (f) VERT ANG    3  
 DU1968
 DU1968.Superseded values are not recommended for survey control.
 DU1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1968.See file dsdata.txt to determine how the superseded data were derived.
 DU1968
 DU1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB6051089593(NAD 83)
 DU1968_MARKER: DB = BENCH MARK DISK
 DU1968_SETTING: 80 = SET IN A BOULDER
 DU1968_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU1968
 DU1968  HISTORY     - Date     Condition        Report By
 DU1968  HISTORY     - 1960     MONUMENTED       USGS
 DU1968
 DU1968                          STATION DESCRIPTION
 DU1968
 DU1968'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 DU1968'STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH, PROMINENT
 DU1968'PEAK (HIGHEST POINT IN THE IMMEDIATE VICINITY) KNOWN AS TRIPLET
 DU1968'PEAK, ABOUT 25 MILES EAST-SOUTHEAST OF GLOBE, 16 MILES NORTHEAST
 DU1968'OF COLLIDGE DAM AND 6 MILES EAST OF THE INDIAN VILLAGE OF SAN
 DU1968'CARLOS.
 DU1968'
 DU1968'REACHED FROM THE POST OFFICE IN SAN CARLOS BY GOING SOUTH ON
 DU1968'MACADAM ROAD FOR 1.65 MILES TO A SIDE ROAD LEFT, TURN LEFT ON
 DU1968'GRAVELED ROAD FOR 0.4 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE
 DU1968'ON GRAVELED ROAD 7.2 MILES TO A CATTLE GUARD AT THE SUMMIT OF
 DU1968'HILL, CROSS CATTLE GUARD AND CONTINUE ON GRAVELED ROAD FOR 0.2
 DU1968'MILE, AT THIS POINT LEAVE GRAVELED ROAD AND PICK WAY SOUTHERLY
 DU1968'ACROSS COUNTRY FOR 0.2 MILE TO A GATE, PASS THROUGH GATE TURN
 DU1968'SHARP RIGHT FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND FOLLOW
 DU1968'DIM TRACK SOUTHWESTERLY FOR 0.3 MILE TO THE SOUTHWEST EDGE OF
 DU1968'A RIM AND END OF TRUCK TRAVEL AND THE AZIMUTH MARK.  FROM THE
 DU1968'END OF TRUCK TRAVEL PACK SOUTHERLY UP CANYON THEN UP ONTO
 DU1968'RIDGE AND FOLLOW RIDGE TO HIGHEST POINT OF PEAK AND STATION.
 DU1968'AT END OF TRUCK TRAVEL TWO PEAKS ARE VISIBLE.  THE PEAK TO
 DU1968'THE LEFT (EAST) IS THE STATION PEAK.
 DU1968'
 DU1968'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, NOT
 DU1968'STAMPED, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 4
 DU1968'INCHES.
 DU1968'
 DU1968'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TRIPLET USGS
 DU1968'NO 1 1958, CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 2 FEET
 DU1968'LOWER THAN THE STATION MARK.
 DU1968'
 DU1968'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TRIPLET USGS NO
 DU1968'2 1958, CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 2 FEET
 DU1968'HIGHER THAN THE STATION.
 DU1968'
 DU1968'AZIMUTH MARK IS A STANDARD DISK, STAMPED TRIPLET USGS 1958,
 DU1968'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 10 INCHES.
 DU1968'IT IS LOCATED NEAR THE POINT WHERE RIM TURNS FROM WEST TO NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1093 ***********************************************************************
 ET1093  DESIGNATION -  TROUT
 ET1093  PID         -  ET1093
 ET1093  STATE/COUNTY-  AZ/MOHAVE
 ET1093  USGS QUAD   -  PILGRIM WASH (1967)
 ET1093
 ET1093                         *CURRENT SURVEY CONTROL
 ET1093  ___________________________________________________________________
 ET1093* NAD 83(1992)-  34 56 51.78136(N)    113 39 31.12275(W)     ADJUSTED  
 ET1093* NAVD 88     -      1014.3    (meters)    3328.     (feet)  VERTCON   
 ET1093  ___________________________________________________________________
 ET1093  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 ET1093  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 ET1093  HORZ ORDER  -  SECOND
 ET1093
 ET1093.The horizontal coordinates were established by classical geodetic methods
 ET1093.and adjusted by the National Geodetic Survey in August 1993.
 ET1093
 ET1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1093
 ET1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1093
 ET1093.The geoid height was determined by GEOID03.
 ET1093
 ET1093;                    North         East     Units Scale Factor Converg.
 ET1093;SPC AZ W     -   437,792.925   221,704.358   MT  0.99993419   +0 03 08.4
 ET1093;SPC AZ W     - 1,436,328.49    727,376.50   iFT  0.99993419   +0 03 08.4
 ET1093;UTM  12      - 3,870,473.216   257,209.819   MT  1.00032657   -1 31 25.3
 ET1093
 ET1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1093!SPC AZ W     -   0.99984528  x   0.99993419  =   0.99977948
 ET1093!UTM  12      -   0.99984528  x   1.00032657  =   1.00017180
 ET1093
 ET1093|---------------------------------------------------------------------|
 ET1093| PID    Reference Object                     Distance      Geod. Az  |
 ET1093|                                                           dddmmss.s |
 ET1093| CH3545 TROUT RM 2                            9.812 METERS 00201     |
 ET1093| CH3544 TROUT RM 1                           12.595 METERS 20506     |
 ET1093| ET1116 DIAMOND JOE PEAK                    APPROX.15.3 KM 2160552.1 |
 ET1093| CH3543 TROUT AZ MK                                        3184906.0 |
 ET1093|---------------------------------------------------------------------|
 ET1093
 ET1093                          SUPERSEDED SURVEY CONTROL
 ET1093
 ET1093  NAD 83(1986)-  34 56 51.78233(N)    113 39 31.12802(W) AD(       ) 2
 ET1093  NAD 27      -  34 56 51.75000(N)    113 39 28.34200(W) AD(       ) 2
 ET1093  NGVD 29 (07/19/86) 1013.5    (m)         3325.     (f) VERT ANG    3  
 ET1093
 ET1093.Superseded values are not recommended for survey control.
 ET1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1093.See file dsdata.txt to determine how the superseded data were derived.
 ET1093
 ET1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5721070473(NAD 83)
 ET1093_MARKER: DS = TRIANGULATION STATION DISK
 ET1093_SETTING: 80 = SET IN A BOULDER
 ET1093_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET1093
 ET1093  HISTORY     - Date     Condition        Report By
 ET1093  HISTORY     - 1950     MONUMENTED       CGS
 ET1093  HISTORY     - 1955     GOOD             CGS
 ET1093  HISTORY     - 1964     GOOD             CGS
 ET1093  HISTORY     - 1979     GOOD             AZDT
 ET1093
 ET1093                          STATION DESCRIPTION
 ET1093
 ET1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 ET1093'THE STATION IS LOCATED ON A HIGH PROMINENT RIDGE ON THE WEST
 ET1093'SIDE OF THE BIG SANDY RIVER AND EAST OF THE KINGMAN- WIKIEUP
 ET1093'ROAD.  THE RIDGE IS COVERED WITH SCATTERED LARGE BOULDERS
 ET1093'AND HAS A FENCE PASSING OVER THE HIGHEST PART NEAR THE STATION
 ET1093'SITE.
 ET1093'
 ET1093'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KINGMAN GO
 ET1093'NORTHEAST ON U.S. HIGHWAY 66 FOR 1.8 MILES TO BLADED CROSS
 ET1093'ROAD.  TURN RIGHT, CROSS THE RAILROAD TRACKS AND CONTINUE
 ET1093'0.3 MILE TO A Y- JUNCTION.  TAKE LEFT FORK AS PER SIGN PHOENIX,
 ET1093'BIG SANDY ROUTE, AND CONTINUE 24.0 MILES ON THE MAIN TRAVELED
 ET1093'ROAD TO ITS JUNCTION WITH THE WIKIEUP- HACKBERRY ROAD.  KEEP
 ET1093'STRAIGHT AHEAD SOUTHERLY TOWARD WIKIEUP FOR 10.9 MILES TO
 ET1093'A SIDE ROAD AT THE RIGHT OF THE HEATH MAIL BOX AND SIGN H AND
 ET1093'H MINING CO.  FROM THIS POINT THE AZIMUTH MARK IS LOCATED
 ET1093'IN A LARGE BOULDER ABOUT 190 FEET SOUTH OF THE MAIL BOX.
 ET1093'CONTINUE ON THE MAIN TRAVELED ROAD 1.3 MILES TO A GATE ON
 ET1093'THE LEFT.  PASS THROUGH GATE, MAKING SHARP LEFT TURN ACROSS
 ET1093'COUNTRY 0.9 MILE TO THE END OF TRUCK TRAVEL.  PACK
 ET1093'SOUTHEASTERLY TO THE HIGHEST POINT OF THE HILL AND
 ET1093'STATION SITE.  A 20 MINUTE PACK.
 ET1093'
 ET1093'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 ET1093'IN A BOULDER 3 FEET IN DIAMETER, PROJECTING 6 INCHES ABOVE
 ET1093'THE SURROUNDING SURFACE, 31.6 FEET EAST- SOUTHEAST OF A
 ET1093'FENCE, 53.0 FEET EAST OF A FENCE CORNER, IS STAMPED TROUT 1950.
 ET1093'
 ET1093'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 ET1093'HOLE IN A BOULDER, 4 FEET IN DIAMETER, PROJECTING 3 FEET,
 ET1093'11.6 FEET EAST OF FENCE CORNER AND ABOUT THE SAME ELEVATION
 ET1093'AS THE STATION, IS STAMPED TROUT NO 1 1950.
 ET1093'
 ET1093'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 ET1093'HOLE IN A BOULDER 10 FEET BY 4 FEET, PROJECTING 3 FEET, 39.6
 ET1093'FEET EAST- SOUTHEAST OF THE FENCE AND ABOUT 2 FEET LOWER THAN
 ET1093'THE STATION, IS STAMPED TROUT NO 2 1950.
 ET1093'
 ET1093'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 ET1093'A LARGE GRANITE BOULDER ABOUT 15 FEET BY 5 FEET, PROJECTING
 ET1093'5 FEET, LOCATED ABOUT 141 FEET SOUTH OF THE FENCE LINE, 180
 ET1093'FEET SOUTH OF THE CENTER OF THE ROAD, IS STAMPED TROUT 1950.
 ET1093
 ET1093                          STATION RECOVERY (1955)
 ET1093
 ET1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 ET1093'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET1093'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ET1093'
 ET1093'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ET1093
 ET1093                          STATION RECOVERY (1964)
 ET1093
 ET1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 ET1093'THE STATION MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 ET1093'MARK WAS SEARCHED FOR BUT NOT FOUND.  THE ORIGINAL LOCATION
 ET1093'DESCRIPTION IS INADEQUATE AND A NEW DESCRIPTION FOLLOWS--FROM
 ET1093'KINGMAN PROCEED SOUTH AND EAST ON WICKENBURG, PHOENIX
 ET1093'HIGHWAY, STATE ROUTE 93 TO THE 106 MILE MARKER, CONTINUE
 ET1093'SOUTHERLY 0.35 MI. TO A FENCE SET PERPENDICULAR TO EAST
 ET1093'RIGHT-OF-WAY FENCE.  FROM THIS POINT PACK ESE TO HIGHEST
 ET1093'POINT OF RIDGE AND STATION.  A 30 MIN PACK.
 ET1093
 ET1093                          STATION RECOVERY (1979)
 ET1093
 ET1093'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 ET1093'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0234 ***********************************************************************
 CZ0234  DESIGNATION -  TROY
 CZ0234  PID         -  CZ0234
 CZ0234  STATE/COUNTY-  AZ/PIMA
 CZ0234  USGS QUAD   -  TUCSON (1992)
 CZ0234
 CZ0234                         *CURRENT SURVEY CONTROL
 CZ0234  ___________________________________________________________________
 CZ0234* NAD 83(1992)-  32 10 00.43922(N)    110 56 28.10915(W)     ADJUSTED  
 CZ0234* NAVD 88     -       771.75   (+/-2cm)    2532.0    (feet)  VERTCON   
 CZ0234  ___________________________________________________________________
 CZ0234  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CZ0234  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0234  HORZ ORDER  -  SECOND
 CZ0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0234
 CZ0234.The horizontal coordinates were established by classical geodetic methods
 CZ0234.and adjusted by the National Geodetic Survey in August 1993.
 CZ0234
 CZ0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0234.The vertical order pertains to the NGVD 29 superseded value.
 CZ0234
 CZ0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0234
 CZ0234.The geoid height was determined by GEOID03.
 CZ0234
 CZ0234;                    North         East     Units Scale Factor Converg.
 CZ0234;SPC AZ C     -   129,777.098   305,365.926   MT  1.00000436   +0 31 09.8
 CZ0234;SPC AZ C     -   425,777.88  1,001,856.71   iFT  1.00000436   +0 31 09.8
 CZ0234;UTM  12      - 3,558,924.720   505,549.419   MT  0.99960038   +0 01 52.8
 CZ0234
 CZ0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0234!SPC AZ C     -   0.99988344  x   1.00000436  =   0.99988780
 CZ0234!UTM  12      -   0.99988344  x   0.99960038  =   0.99948386
 CZ0234
 CZ0234|---------------------------------------------------------------------|
 CZ0234| PID    Reference Object                     Distance      Geod. Az  |
 CZ0234|                                                           dddmmss.s |
 CZ0234| CZ0235 TROY RM 1                            14.560 METERS 13657     |
 CZ0234| CZ0232 TROY RM 2                            13.678 METERS 30155     |
 CZ0234| CZ0233 X 354                                              3181443.6 |
 CZ0234|---------------------------------------------------------------------|
 CZ0234
 CZ0234                          SUPERSEDED SURVEY CONTROL
 CZ0234
 CZ0234  NAD 83(1986)-  32 10 00.43567(N)    110 56 28.10661(W) AD(       ) 2
 CZ0234  NAD 27      -  32 10 00.15610(N)    110 56 25.78050(W) AD(       ) 2
 CZ0234  NGVD 29 (??/??/92)  771.110  (m)         2529.88   (f) ADJ UNCH    2 0
 CZ0234
 CZ0234.Superseded values are not recommended for survey control.
 CZ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0234.See file dsdata.txt to determine how the superseded data were derived.
 CZ0234
 CZ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0554958925(NAD 83)
 CZ0234_MARKER: DE = TRAVERSE STATION DISK
 CZ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0234_STAMPING: TROY 1960
 CZ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0234+STABILITY: SURFACE MOTION
 CZ0234
 CZ0234  HISTORY     - Date     Condition        Report By
 CZ0234  HISTORY     - 1960     MONUMENTED       CGS
 CZ0234  HISTORY     - 1960     GOOD             CGS
 CZ0234  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0234
 CZ0234                          STATION DESCRIPTION
 CZ0234
 CZ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0234'THE STATION IS 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM
 CZ0234'ITS JUNCTION WITH U.S. HIGHWAY 89 AND STATE HIGHWAY 84 ALT.
 CZ0234'IN SOUTH TUCSON.  IN THE CENTER OF THE TRAFFIC ISLAND STRIP
 CZ0234'JUST SOUTHWEST OF THE TROY MOTEL.
 CZ0234'
 CZ0234'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 CZ0234'DISKS STAMPED TROY 1960, NO 1 AND NO 2 RESPECTIVELY.
 CZ0234'
 CZ0234'THE STATION MARK IS IN A ROUND CONCRETE POST FLUSH WITH
 CZ0234'THE PAVEMENT OF THE STRIP.
 CZ0234'
 CZ0234'THE REFERENCE MARKS ARE CEMENTED IN DRILL HOLES IN THE CONCRETE
 CZ0234'CURB ON THE SOUTHWEST SIDE OF THE TRAFFIC ISLAND STRIP ALONG
 CZ0234'THE EAST BOUND LANE OF THE HIGHWAY.
 CZ0234'
 CZ0234'BENCH MARK X 354 CAN BE USED FOR THE AZIMUTH.  THE MARK IS
 CZ0234'SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.  53
 CZ0234'FEET SOUTHWEST OF THE CENTER LINE OF THE EAST BOUND LANE
 CZ0234'OF U.S. HIGHWAY 80, ABOUT 350 FEET SOUTHEAST OF THE INTERSECTION
 CZ0234'OF THE HIGHWAY AND EAST AJO WAY, 3 FEET SOUTH OF A POWER
 CZ0234'POLE AND 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 CZ0234
 CZ0234                          STATION RECOVERY (1960)
 CZ0234
 CZ0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CZ0234'2.1 MI SE FROM TUCSON.
 CZ0234'2.1 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0234'HIGHWAY 89 AT TUCSON TO THE TROY MOTEL, 47.77 FEET NORTHWEST OF R.M.
 CZ0234'1, 44.87 FEET EAST OF R.M. 2, SET IN A CYLINDRICAL CONCRETE POST IN
 CZ0234'THE CENTER OF THE TRAFFIC ISLAND STRIP AND ABOUT 6 INCHES ABOVE THE
 CZ0234'ROADWAY.
 CZ0234
 CZ0234                          STATION RECOVERY (1990)
 CZ0234
 CZ0234'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0844 ***********************************************************************
 FR0844  DESIGNATION -  TROY
 FR0844  PID         -  FR0844
 FR0844  STATE/COUNTY-  AZ/COCONINO
 FR0844  USGS QUAD   -  MOLLY ANN DRAW (1989)
 FR0844
 FR0844                         *CURRENT SURVEY CONTROL
 FR0844  ___________________________________________________________________
 FR0844* NAD 83(1992)-  35 37 46.22759(N)    112 07 00.15803(W)     ADJUSTED  
 FR0844* NAVD 88     -      1850.4    (meters)    6071.     (feet)  VERTCON   
 FR0844  ___________________________________________________________________
 FR0844  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 FR0844  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FR0844  HORZ ORDER  -  SECOND
 FR0844
 FR0844.The horizontal coordinates were established by classical geodetic methods
 FR0844.and adjusted by the National Geodetic Survey in August 1993.
 FR0844
 FR0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0844
 FR0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0844
 FR0844.The geoid height was determined by GEOID03.
 FR0844
 FR0844;                    North         East     Units Scale Factor Converg.
 FR0844;SPC AZ C     -   513,427.238   195,241.118   MT  0.99990404   -0 06 59.5
 FR0844;SPC AZ C     - 1,684,472.57    640,554.85   iFT  0.99990404   -0 06 59.5
 FR0844;UTM  12      - 3,943,430.787   398,882.804   MT  0.99972600   -0 39 02.1
 FR0844
 FR0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0844!SPC AZ C     -   0.99971331  x   0.99990404  =   0.99961738
 FR0844!UTM  12      -   0.99971331  x   0.99972600  =   0.99943939
 FR0844
 FR0844|---------------------------------------------------------------------|
 FR0844| PID    Reference Object                     Distance      Geod. Az  |
 FR0844|                                                           dddmmss.s |
 FR0844| CH3546 TROY RM 1                            13.008 METERS 14257     |
 FR0844| CH3547 TROY RM 2                            12.961 METERS 32205     |
 FR0844|---------------------------------------------------------------------|
 FR0844
 FR0844                          SUPERSEDED SURVEY CONTROL
 FR0844
 FR0844  NAD 83(1986)-  35 37 46.22559(N)    112 07 00.15420(W) AD(       ) 2
 FR0844  NAD 27      -  35 37 46.23692(N)    112 06 57.56514(W) AD(       ) 2
 FR0844  NGVD 29 (07/19/86) 1849.5    (m)         6068.     (f) VERT ANG    3  
 FR0844
 FR0844.Superseded values are not recommended for survey control.
 FR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0844.See file dsdata.txt to determine how the superseded data were derived.
 FR0844
 FR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9888343431(NAD 83)
 FR0844_MARKER: DD = SURVEY DISK
 FR0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0844+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0844
 FR0844  HISTORY     - Date     Condition        Report By
 FR0844  HISTORY     - 1975     MONUMENTED       AZDT
 FR0844  HISTORY     - 20000715 GOOD             AZDT
 FR0844
 FR0844                          STATION DESCRIPTION
 FR0844
 FR0844'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0844'THE STATION IS ABOUT 25.7 MILES NORTH OF WILLIAMS, 2.0 MILES
 FR0844'SOUTHEAST OF THE JUNCTION OF STATE ROUTE 64 AND U.S. HIGHWAY 180
 FR0844'ALONG THE RIGHT SIDE OF U.S.  180.
 FR0844'
 FR0844'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED TROY 1975
 FR0844'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 44.5 FEET
 FR0844'SOUTHWEST OF U.S. 180 CENTERLINE AND 2.5 FEET NORTHEAST OF A
 FR0844'WITNESS POST AND SIGN.
 FR0844'
 FR0844'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED TROY
 FR0844'RM 2 1975 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 44 FEET
 FR0844'SOUTHWEST OF U.S. 180 CENTERLINE.
 FR0844'
 FR0844'REFERENCE MARK 1 IS AN ADOT DISK STAMPED TROY 1975 SET IN A 10
 FR0844'INCH DIAMETER CONCRETE MONUMENT 44.0 FT. SOUTHWEST OF
 FR0844'HWY. CENTERLINE.
 FR0844'
 FR0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND STATE
 FR0844'ROUTE 64 (2 MILES EAST OF WILLIAMS), GO NORTH ON STATE ROUTE 64 TO
 FR0844'THE JUNCTION OF U.S. HIGHWAY 180, GO RIGHT, SOUTHEAST, ON U.S. 180
 FR0844'TO MILE POST 263.81 AND THE STATION ON THE RIGHT OF HIGHWAY.
 FR0844'
 FR0844'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0844
 FR0844                          STATION RECOVERY (2000)
 FR0844
 FR0844'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0235 ***********************************************************************
 CZ0235  DESIGNATION -  TROY RM 1
 CZ0235  PID         -  CZ0235
 CZ0235  STATE/COUNTY-  AZ/PIMA
 CZ0235  USGS QUAD   -  TUCSON (1992)
 CZ0235
 CZ0235                         *CURRENT SURVEY CONTROL
 CZ0235  ___________________________________________________________________
 CZ0235* NAD 83(1986)-  32 10 01.     (N)    110 56 28.     (W)     SCALED    
 CZ0235* NAVD 88     -       771.82   (+/-2cm)    2532.2    (feet)  VERTCON   
 CZ0235  ___________________________________________________________________
 CZ0235  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0235
 CZ0235.The horizontal coordinates were scaled from a topographic map and have
 CZ0235.an estimated accuracy of +/- 6 seconds.
 CZ0235
 CZ0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0235.The vertical order pertains to the NGVD 29 superseded value.
 CZ0235
 CZ0235.The geoid height was determined by GEOID03.
 CZ0235
 CZ0235;                    North         East    Units  Estimated Accuracy
 CZ0235;SPC AZ C     -   129,790.      305,370.      MT  (+/- 180 meters Scaled)
 CZ0235
 CZ0235                          SUPERSEDED SURVEY CONTROL
 CZ0235
 CZ0235  NGVD 29 (??/??/92)  771.184  (m)         2530.13   (f) ADJ UNCH    2 0
 CZ0235
 CZ0235.Superseded values are not recommended for survey control.
 CZ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0235.See file dsdata.txt to determine how the superseded data were derived.
 CZ0235
 CZ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA055589(NAD 83)
 CZ0235_MARKER: DR = REFERENCE MARK DISK
 CZ0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0235_SP_SET: CURB
 CZ0235_STAMPING: TROY NO 1 1960
 CZ0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0235
 CZ0235  HISTORY     - Date     Condition        Report By
 CZ0235  HISTORY     - 1960     MONUMENTED       CGS
 CZ0235  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0235
 CZ0235                          STATION DESCRIPTION
 CZ0235
 CZ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0235'2.1 MI SE FROM TUCSON.
 CZ0235'2.1 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0235'HIGHWAY 89 AT TUCSON TO THE TROY MOTEL, 47.77 FEET SOUTHEAST OF THE
 CZ0235'STATION MARK, SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB
 CZ0235'ALONG THE EAST BOUND TRAFFIC LANE OF THE TRAFFIC ISLAND STRIP.
 CZ0235
 CZ0235                          STATION RECOVERY (1990)
 CZ0235
 CZ0235'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0232 ***********************************************************************
 CZ0232  DESIGNATION -  TROY RM 2
 CZ0232  PID         -  CZ0232
 CZ0232  STATE/COUNTY-  AZ/PIMA
 CZ0232  USGS QUAD   -  TUCSON (1992)
 CZ0232
 CZ0232                         *CURRENT SURVEY CONTROL
 CZ0232  ___________________________________________________________________
 CZ0232* NAD 83(1986)-  32 10 01.     (N)    110 56 28.     (W)     SCALED    
 CZ0232* NAVD 88     -       771.67   (+/-2cm)    2531.7    (feet)  VERTCON   
 CZ0232  ___________________________________________________________________
 CZ0232  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0232
 CZ0232.The horizontal coordinates were scaled from a topographic map and have
 CZ0232.an estimated accuracy of +/- 6 seconds.
 CZ0232
 CZ0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0232.The vertical order pertains to the NGVD 29 superseded value.
 CZ0232
 CZ0232.The geoid height was determined by GEOID03.
 CZ0232
 CZ0232;                    North         East    Units  Estimated Accuracy
 CZ0232;SPC AZ C     -   129,790.      305,370.      MT  (+/- 180 meters Scaled)
 CZ0232
 CZ0232                          SUPERSEDED SURVEY CONTROL
 CZ0232
 CZ0232  NGVD 29 (??/??/92)  771.033  (m)         2529.63   (f) ADJ UNCH    2 0
 CZ0232
 CZ0232.Superseded values are not recommended for survey control.
 CZ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0232.See file dsdata.txt to determine how the superseded data were derived.
 CZ0232
 CZ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA055589(NAD 83)
 CZ0232_MARKER: DR = REFERENCE MARK DISK
 CZ0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0232_SP_SET: CURB
 CZ0232_STAMPING: TROY NO 2 1960
 CZ0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0232
 CZ0232  HISTORY     - Date     Condition        Report By
 CZ0232  HISTORY     - 1960     MONUMENTED       CGS
 CZ0232  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0232
 CZ0232                          STATION DESCRIPTION
 CZ0232
 CZ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0232'2.1 MI SE FROM TUCSON.
 CZ0232'2.1 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0232'HIGHWAY 89 AT TUCSON TO THE TROY MOTEL, 44.87 FEET WEST OF THE STATION
 CZ0232'MARK, SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB ALONG THE
 CZ0232'EAST BOUND TRAFFIC LANE OF THE TRAFFIC ISLAND STRIP.
 CZ0232
 CZ0232                          STATION RECOVERY (1990)
 CZ0232
 CZ0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0659 ***********************************************************************
 DA0659  DESIGNATION -  TRUCK
 DA0659  PID         -  DA0659
 DA0659  STATE/COUNTY-  AZ/MARICOPA
 DA0659  USGS QUAD   -  BOSQUE (1973)
 DA0659
 DA0659                         *CURRENT SURVEY CONTROL
 DA0659  ___________________________________________________________________
 DA0659* NAD 83(1992)-  32 54 34.17569(N)    112 35 57.19504(W)     ADJUSTED  
 DA0659* NAVD 88     -       322.24   (+/-2cm)    1057.2    (feet)  VERTCON   
 DA0659  ___________________________________________________________________
 DA0659  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 DA0659  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DA0659  HORZ ORDER  -  SECOND
 DA0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0659
 DA0659.The horizontal coordinates were established by classical geodetic methods
 DA0659.and adjusted by the National Geodetic Survey in August 1993.
 DA0659
 DA0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0659.The vertical order pertains to the NGVD 29 superseded value.
 DA0659
 DA0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0659
 DA0659.The geoid height was determined by GEOID03.
 DA0659
 DA0659;                    North         East     Units Scale Factor Converg.
 DA0659;SPC AZ C     -   211,921.641   149,513.833   MT  0.99995025   -0 22 15.1
 DA0659;SPC AZ C     -   695,280.97    490,530.95   iFT  0.99995025   -0 22 15.1
 DA0659;UTM  12      - 3,642,387.578   350,447.092   MT  0.99987578   -0 52 08.5
 DA0659
 DA0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0659!SPC AZ C     -   0.99995430  x   0.99995025  =   0.99990455
 DA0659!UTM  12      -   0.99995430  x   0.99987578  =   0.99983008
 DA0659
 DA0659|---------------------------------------------------------------------|
 DA0659| PID    Reference Object                     Distance      Geod. Az  |
 DA0659|                                                           dddmmss.s |
 DA0659| DA0658 TRUCK RM 1                           17.474 METERS 10620     |
 DA0659| CH6132 I8 STA 350+00 POT                                  2764648.0 |
 DA0659| DA0660 TRUCK RM 2                           17.110 METERS 28220     |
 DA0659|---------------------------------------------------------------------|
 DA0659
 DA0659                          SUPERSEDED SURVEY CONTROL
 DA0659
 DA0659  NAD 83(1986)-  32 54 34.16732(N)    112 35 57.19917(W) AD(       ) 2
 DA0659  NAD 27      -  32 54 34.01330(N)    112 35 54.62160(W) AD(       ) 2
 DA0659  NGVD 29 (??/??/92)  321.612  (m)         1055.16   (f) ADJ UNCH    2 0
 DA0659
 DA0659.Superseded values are not recommended for survey control.
 DA0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0659.See file dsdata.txt to determine how the superseded data were derived.
 DA0659
 DA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5044742388(NAD 83)
 DA0659_MARKER: DS = TRIANGULATION STATION DISK
 DA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0659_STAMPING: TRUCK 1960
 DA0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0659+STABILITY: SURFACE MOTION
 DA0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0659+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0659
 DA0659  HISTORY     - Date     Condition        Report By
 DA0659  HISTORY     - 1960     MONUMENTED       CGS
 DA0659  HISTORY     - 1960     GOOD             CGS
 DA0659  HISTORY     - 1966     GOOD             CGS
 DA0659  HISTORY     - 1967     GOOD             AMS
 DA0659  HISTORY     - 20071130 GOOD             GEOCAC
 DA0659
 DA0659                          STATION DESCRIPTION
 DA0659
 DA0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0659'THE STATION IS 6.5 MILES EASTERLY ALONG THE INTERSTATE ROUTE
 DA0659'8 FROM GILA BEND, 0.2 MILE EAST OF HIGHWAY MILE POST 127,
 DA0659'ABOUT MIDWAY BETWEEN THE EAST AND WEST BOUND LANES, 52 FEET
 DA0659'SOUTH OF THE CENTER LINE OF THE WEST BOUND LANES AND 5 FEET
 DA0659'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA0659'
 DA0659'THE STATION, WITH UNDERGROUND MARK, STAMPED TRUCK 1960 IS
 DA0659'A STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DA0659'6 INCHES.
 DA0659'
 DA0659'REFERENCE MARK 1, STAMPED TRUCK NO 1 1960, IS A STANDARD
 DA0659'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES
 DA0659'AND ABOUT MIDWAY BETWEEN THE EAST AND WEST TRAFFIC LANES.
 DA0659'
 DA0659'REFERENCE MARK 2, STAMPED TRUCK NO 2 1960, IS A STANDARD
 DA0659'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES
 DA0659'ABOUT MIDWAY BETWEEN THE EAST AND WEST TRAFFIC LANES.
 DA0659'
 DA0659'THE AZIMUTH MARK, STAMPED P.O.T. 350 + 00, IS A STANDARD
 DA0659'DISK OF THE ARIZONA HIGHWAY DEPARTMENT SET IN A CYLINDRICAL
 DA0659'CONCRETE POST FLUSH WITH THE SURROUNDING AREA AND IS 0.2
 DA0659'MILE WEST OF THE STATION, 96 FEET SOUTH OF THE CENTER LINE
 DA0659'OF THE EAST BOUND LANES AND 1-FOOT EAST OF A RIGHT OF WAY
 DA0659'POST LETTERED P.O.T. 350 + 00 HWY R OF W.  IT IS ALSO 6
 DA0659'FEET SOUTH OF A DIVISION MARKER POST BEARING THE SIGNS F.A.I.
 DA0659'1-8-2 (8) 1-8-2 (13).
 DA0659
 DA0659                          STATION RECOVERY (1960)
 DA0659
 DA0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0659'6.5 MI SE FROM GILA BEND.
 DA0659'6.5 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0659'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 0.2 MILE EAST OF HIGHWAY MILE
 DA0659'POST 127, 56.14 FEET EAST OF R.M. 2, 57.34 FEET WEST OF R.M. 1, 52
 DA0659'FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 5 FEET
 DA0659'NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE
 DA0659'POST PROJECTING 6 INCHES AND IN THE MEDIA STRIP BETWEEN THE TWO
 DA0659'TRAFFIC LANES.
 DA0659
 DA0659                          STATION RECOVERY (1966)
 DA0659
 DA0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DA0659'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE
 DA0659'MARK NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DA0659'THE AZIMUTH MARK HAS BEEN DETROYED.
 DA0659'
 DA0659'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DA0659'
 DA0659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 DA0659'EAST-SOUTHEAST ON INTERSTATE HIGHWAY 8 FROM GILA BEND.
 DA0659
 DA0659                          STATION RECOVERY (1967)
 DA0659
 DA0659'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (HKB)
 DA0659'RECOVERED AS DESCRIBED
 DA0659'
 DA0659'DESCRIPTION IS ADEQUATE
 DA0659'
 DA0659'R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 DA0659'
 DA0659'LISTED DIST R.M. NO 1 = 17.474 METERS
 DA0659'
 DA0659'R.M. NO 2 = 17.110 METERS
 DA0659'
 DA0659'CHECK DIST R.M. NO 1 = 17.474 METERS
 DA0659'
 DA0659'R.M. NO 2 = 17.105 METERS
 DA0659
 DA0659                          STATION RECOVERY (2007)
 DA0659
 DA0659'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0659'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DA0659'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0658 ***********************************************************************
 DA0658  DESIGNATION -  TRUCK RM 1
 DA0658  PID         -  DA0658
 DA0658  STATE/COUNTY-  AZ/MARICOPA
 DA0658  USGS QUAD   -  BOSQUE (1973)
 DA0658
 DA0658                         *CURRENT SURVEY CONTROL
 DA0658  ___________________________________________________________________
 DA0658* NAD 83(1986)-  32 54 34.     (N)    112 35 57.     (W)     SCALED    
 DA0658* NAVD 88     -       322.45   (+/-2cm)    1057.9    (feet)  VERTCON   
 DA0658  ___________________________________________________________________
 DA0658  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DA0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0658
 DA0658.The horizontal coordinates were scaled from a topographic map and have
 DA0658.an estimated accuracy of +/- 6 seconds.
 DA0658
 DA0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0658.The vertical order pertains to the NGVD 29 superseded value.
 DA0658
 DA0658.The geoid height was determined by GEOID03.
 DA0658
 DA0658;                    North         East    Units  Estimated Accuracy
 DA0658;SPC AZ C     -   211,920.      149,520.      MT  (+/- 180 meters Scaled)
 DA0658
 DA0658                          SUPERSEDED SURVEY CONTROL
 DA0658
 DA0658  NGVD 29 (??/??/92)  321.829  (m)         1055.87   (f) ADJ UNCH    2 0
 DA0658
 DA0658.Superseded values are not recommended for survey control.
 DA0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0658.See file dsdata.txt to determine how the superseded data were derived.
 DA0658
 DA0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB504423(NAD 83)
 DA0658_MARKER: DR = REFERENCE MARK DISK
 DA0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0658_STAMPING: TRUCK NO 1 1960
 DA0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0658+STABILITY: SURFACE MOTION
 DA0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0658+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0658
 DA0658  HISTORY     - Date     Condition        Report By
 DA0658  HISTORY     - 1960     MONUMENTED       CGS
 DA0658  HISTORY     - 20071130 GOOD             GEOCAC
 DA0658
 DA0658                          STATION DESCRIPTION
 DA0658
 DA0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0658'6.5 MI SE FROM GILA BEND.
 DA0658'6.5 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0658'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 57.34 FEET EAST OF THE STATION
 DA0658'MARK, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0658
 DA0658                          STATION RECOVERY (2007)
 DA0658
 DA0658'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0658'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0658'32 54 34.0 (N)   112 35 56.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0660 ***********************************************************************
 DA0660  DESIGNATION -  TRUCK RM 2
 DA0660  PID         -  DA0660
 DA0660  STATE/COUNTY-  AZ/MARICOPA
 DA0660  USGS QUAD   -  BOSQUE (1973)
 DA0660
 DA0660                         *CURRENT SURVEY CONTROL
 DA0660  ___________________________________________________________________
 DA0660* NAD 83(1986)-  32 54 34.     (N)    112 35 57.     (W)     SCALED    
 DA0660* NAVD 88     -       321.95   (+/-2cm)    1056.3    (feet)  VERTCON   
 DA0660  ___________________________________________________________________
 DA0660  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DA0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0660
 DA0660.The horizontal coordinates were scaled from a topographic map and have
 DA0660.an estimated accuracy of +/- 6 seconds.
 DA0660
 DA0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0660.The vertical order pertains to the NGVD 29 superseded value.
 DA0660
 DA0660.The geoid height was determined by GEOID03.
 DA0660
 DA0660;                    North         East    Units  Estimated Accuracy
 DA0660;SPC AZ C     -   211,920.      149,520.      MT  (+/- 180 meters Scaled)
 DA0660
 DA0660                          SUPERSEDED SURVEY CONTROL
 DA0660
 DA0660  NGVD 29 (??/??/92)  321.329  (m)         1054.23   (f) ADJ UNCH    2 0
 DA0660
 DA0660.Superseded values are not recommended for survey control.
 DA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0660.See file dsdata.txt to determine how the superseded data were derived.
 DA0660
 DA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB504423(NAD 83)
 DA0660_MARKER: DR = REFERENCE MARK DISK
 DA0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0660_STAMPING: TRUCK NO 2 1960
 DA0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0660+STABILITY: SURFACE MOTION
 DA0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0660+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0660
 DA0660  HISTORY     - Date     Condition        Report By
 DA0660  HISTORY     - 1960     MONUMENTED       CGS
 DA0660  HISTORY     - 20071130 GOOD             GEOCAC
 DA0660
 DA0660                          STATION DESCRIPTION
 DA0660
 DA0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0660'6.5 MI SE FROM GILA BEND.
 DA0660'6.5 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0660'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 56.14 FEET WEST OF THE STATION
 DA0660'MARK, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 DA0660
 DA0660                          STATION RECOVERY (2007)
 DA0660
 DA0660'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0660'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0660'32 54 34.3 (N)   112 35 57.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0375 ***********************************************************************
 GQ0375  DESIGNATION -  TRUM
 GQ0375  PID         -  GQ0375
 GQ0375  STATE/COUNTY-  AZ/MOHAVE
 GQ0375  USGS QUAD   -  JONES HILL (1971)
 GQ0375
 GQ0375                         *CURRENT SURVEY CONTROL
 GQ0375  ___________________________________________________________________
 GQ0375* NAD 83(1992)-  36 24 42.82025(N)    113 18 20.83636(W)     ADJUSTED  
 GQ0375* NAVD 88     -      1699.1    (meters)    5574.     (feet)  VERTCON   
 GQ0375  ___________________________________________________________________
 GQ0375  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 GQ0375  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GQ0375  HORZ ORDER  -  THIRD
 GQ0375
 GQ0375.The horizontal coordinates were established by classical geodetic methods
 GQ0375.and adjusted by the National Geodetic Survey in August 1993.
 GQ0375
 GQ0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0375
 GQ0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0375
 GQ0375.The geoid height was determined by GEOID03.
 GQ0375
 GQ0375;                    North         East     Units Scale Factor Converg.
 GQ0375;SPC AZ W     -   600,324.981   253,199.956   MT  0.99995288   +0 15 49.3
 GQ0375;SPC AZ W     - 1,969,570.15    830,708.52   iFT  0.99995288   +0 15 49.3
 GQ0375;UTM  12      - 4,032,105.296   293,254.230   MT  1.00012666   -1 22 09.0
 GQ0375
 GQ0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0375!SPC AZ W     -   0.99973709  x   0.99995288  =   0.99968998
 GQ0375!UTM  12      -   0.99973709  x   1.00012666  =   0.99986371
 GQ0375
 GQ0375|---------------------------------------------------------------------|
 GQ0375| PID    Reference Object                     Distance      Geod. Az  |
 GQ0375|                                                           dddmmss.s |
 GQ0375| CH3549 TRUM RM 1                            21.117 METERS 18753     |
 GQ0375| CH3548 TRUM AZ MK                                         2660628.6 |
 GQ0375| CH3550 TRUM RM 2                             9.040 METERS 29743     |
 GQ0375|---------------------------------------------------------------------|
 GQ0375
 GQ0375                          SUPERSEDED SURVEY CONTROL
 GQ0375
 GQ0375  NAD 83(1986)-  36 24 42.81474(N)    113 18 20.83450(W) AD(       ) 3
 GQ0375  NAD 27      -  36 24 42.87900(N)    113 18 18.04400(W) AD(       ) 3
 GQ0375  NGVD 29 (07/19/86) 1698.2    (m)         5572.     (f) VERT ANG    3  
 GQ0375
 GQ0375.Superseded values are not recommended for survey control.
 GQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0375.See file dsdata.txt to determine how the superseded data were derived.
 GQ0375
 GQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF9325432105(NAD 83)
 GQ0375_MARKER: DS = TRIANGULATION STATION DISK
 GQ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0375
 GQ0375  HISTORY     - Date     Condition        Report By
 GQ0375  HISTORY     - 1953     MONUMENTED       CGS
 GQ0375
 GQ0375                          STATION DESCRIPTION
 GQ0375
 GQ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0375'STATION IS ABOUT 2-1/4 MILES EAST-SOUTHEAST OF THE SMALL
 GQ0375'VILLAGE OF MT. TRUMBULL, ARIZONA WHICH IS ABOUT 50 MILES
 GQ0375'SOUTH-SOUTHEAST OF ST. GEORGE, UTAH.  IT IS NEAR THE WESTERN
 GQ0375'END OF A FLAT-TOPPED JUNIPER-COVERED BENCH, 1-1/4 MILES EAST
 GQ0375'OF MT. TRUMBULL SCHOOL AND 1/4 MILE EAST AND ABOVE THE
 GQ0375'T-INTERSECTION WITH ROAD RUNNING EAST FROM THE SCHOOLHOUSE.
 GQ0375'
 GQ0375'STATION AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE,
 GQ0375'STAMPED TRUM 1953.  STATION IS 16 PACES SOUTHEAST OF THE STEEP
 GQ0375'DROP-OFF AT NORTH EDGE OF BENCH AND 36 FEET EAST OF A
 GQ0375'TRIANGLE-BLAZED DEAD TREE AT WEST EDGE OF BENCH.  THERE IS
 GQ0375'SLIGHTLY HIGHER GROUND TO SOUTHEAST OF STATION.  MARK PROJECTS
 GQ0375'10 INCHES.
 GQ0375'
 GQ0375'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 GQ0375'IN BOULDERS.  REFERENCE MARK 1, STAMPED TRUM NO 1 1953,
 GQ0375'IS IN A BOULDER ABOUT FLUSH WITH THE GROUND ON THE WEST SLOPE
 GQ0375'OF THE BENCH, ABOUT 1 FOOT HIGHER THAN THE STATION.
 GQ0375'
 GQ0375'REFERENCE MARK 2, STAMPED TRUM NO 2 1953, IS IN A BOULDER
 GQ0375'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  17 FEET NORTHEAST
 GQ0375'OF TRIANGLE-BLAZED DEAD TREE, 16 FEET SOUTHEAST OF GROUP
 GQ0375'OF 3 JUNIPER TREES AND MARK IS ABOUT 1 FOOT LOWER THAN THE
 GQ0375'STATION.
 GQ0375'
 GQ0375'AZIMUTH MARK, STAMPED TRUM 1953, IS A STANDARD DISK IN CONCRETE
 GQ0375'PROJECTING ABOUT 8 INCHES.  IT IS ABOUT 100 YARDS SOUTH OF ROAD
 GQ0375'INTERSECTION AT MT. TRUMBULL SCHOOLHOUSE, 30 FEET EAST OF THE
 GQ0375'CENTER OF THE NORTH-SOUTH ROAD, 1-1/2 FEET WEST OF THE FENCE
 GQ0375'LINE, 66 FEET NORTH OF CENTER OF LANE RUNNING EAST OFF MAIN
 GQ0375'ROAD AND 3 FEET SOUTH OF A WITNESS POST.
 GQ0375'
 GQ0375'TO REACH FROM THE POST OFFICE IN MT. TRUMBULL, GO EAST FOR
 GQ0375'0.65 MILE TO T-INTERSECTION (MAIN ROAD).  TURN RIGHT, SOUTH,
 GQ0375'FOR 0.5 MILE TO ROAD INTERSECTION AND SCHOOLHOUSE IN NORTHWEST
 GQ0375'CORNER OF INTERSECTION.  TURN LEFT, EAST, FOR 1.0 MILE TO CATTLE
 GQ0375'GUARD AND T-INTERSECTION (STATION LIES APPROXIMATELY 1/4 MILE
 GQ0375'DUE EAST).  TURN RIGHT ON ROAD AROUND BASE OF BENCH TO CREST
 GQ0375'OF HILL, A DISTANCE OF 0.5 MILE.  TURN SHARP LEFT LEAVING MAIN
 GQ0375'ROAD AND FOLLOW TRACKS WESTERLY FOR 0.3 MILE TO WEST END OF
 GQ0375'BENCH AND STATION.
 GQ0375'
 GQ0375'A 4-WHEEL DRIVE VEHICLE REQUIRED IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0367 ***********************************************************************
 GQ0367  DESIGNATION -  TRUMBULL
 GQ0367  PID         -  GQ0367
 GQ0367  STATE/COUNTY-  AZ/MOHAVE
 GQ0367  USGS QUAD   -  MT TRUMBULL NW (1967)
 GQ0367
 GQ0367                         *CURRENT SURVEY CONTROL
 GQ0367  ___________________________________________________________________
 GQ0367* NAD 83(1992)-  36 24 36.24310(N)    113 08 18.42419(W)     ADJUSTED  
 GQ0367* NAVD 88     -      2449.9    (meters)    8038.     (feet)  VERTCON   
 GQ0367  ___________________________________________________________________
 GQ0367  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GQ0367  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 GQ0367  HORZ ORDER  -  FIRST
 GQ0367
 GQ0367.The horizontal coordinates were established by classical geodetic methods
 GQ0367.and adjusted by the National Geodetic Survey in August 1993.
 GQ0367
 GQ0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0367
 GQ0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0367
 GQ0367.The geoid height was determined by GEOID03.
 GQ0367
 GQ0367;                    North         East     Units Scale Factor Converg.
 GQ0367;SPC AZ W     -   600,204.336   268,209.279   MT  0.99997039   +0 21 46.8
 GQ0367;SPC AZ W     - 1,969,174.33    879,951.70   iFT  0.99997039   +0 21 46.8
 GQ0367;UTM  12      - 4,031,556.965   308,255.944   MT  1.00005300   -1 16 10.9
 GQ0367
 GQ0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0367!SPC AZ W     -   0.99961930  x   0.99997039  =   0.99958970
 GQ0367!UTM  12      -   0.99961930  x   1.00005300  =   0.99967228
 GQ0367
 GQ0367|---------------------------------------------------------------------|
 GQ0367| PID    Reference Object                     Distance      Geod. Az  |
 GQ0367|                                                           dddmmss.s |
 GQ0367| CH3552 TRUMBULL RM 1                         7.327 METERS 01144     |
 GQ0367| CH3553 TRUMBULL RM 2                         5.120 METERS 09741     |
 GQ0367| CH3551 TRUMBULL AZ MK                                     3092918.5 |
 GQ0367| CH4467 TRUMBULL REFERENCE NAIL                            31829     |
 GQ0367|---------------------------------------------------------------------|
 GQ0367
 GQ0367                          SUPERSEDED SURVEY CONTROL
 GQ0367
 GQ0367  NAD 83(1986)-  36 24 36.23792(N)    113 08 18.42264(W) AD(       ) 1
 GQ0367  NAD 27      -  36 24 36.31300(N)    113 08 15.65700(W) AD(       ) 1
 GQ0367  NGVD 29 (07/19/86) 2448.9    (m)         8034.     (f) VERT ANG    3  
 GQ0367
 GQ0367.Superseded values are not recommended for survey control.
 GQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0367.See file dsdata.txt to determine how the superseded data were derived.
 GQ0367
 GQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF0825631557(NAD 83)
 GQ0367_MARKER: DS = TRIANGULATION STATION DISK
 GQ0367_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0367_SP_SET: SET IN BEDROCK
 GQ0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0367+STABILITY: POSITION/ELEVATION WELL
 GQ0367
 GQ0367  HISTORY     - Date     Condition        Report By
 GQ0367  HISTORY     - 1933     MONUMENTED       USGS
 GQ0367  HISTORY     - 1953     GOOD             CGS
 GQ0367
 GQ0367                          STATION DESCRIPTION
 GQ0367
 GQ0367'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0367'LOCATED ON HIGHEST PART OF MT. TRUMBULL, ALSO KNOWN AS NIXON
 GQ0367'MTN., MOST PROMINENT PEAK IMMEDIATELY WEST OF TOROWEAP VALLEY.
 GQ0367'HIGH TOP OF MOUNTAIN IS ROCKY, TIMBERED RIDGE ABOUT 500 FT. IN
 GQ0367'LENGTH EXTENDING N. AND S. DROPPING OFF ABRUPTLY IN LEDGE ON
 GQ0367'NORTH END AND SLOPING OFF MORE GENTLY TO S.  NEAR MIDDLE OF THIS
 GQ0367'RIDGE ON ROCKY KNOLL.
 GQ0367'
 GQ0367'TO REACH FROM N., TAKE RD. TO NIXON SPRINGS RANGER STATION, OR
 GQ0367'REACH FROM SMOOTS BROTHERS RANCH IN TOROWEAP VALLEY.  GOOD WATER
 GQ0367'AT NIXON SPRINGS.
 GQ0367'
 GQ0367'STATION MARK--STANDARD TABLET STAMPED---TRUMBULL 1933---, CEMENTED
 GQ0367'IN SOLID PROJECTING ROCK.
 GQ0367'
 GQ0367'RM 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR BLAZE ON
 GQ0367'YELLOW PINE TREE.
 GQ0367'
 GQ0367'RM 2--COPPER NAIL AND WASHER ON 20-INCH YELLOW PINE TREE.
 GQ0367
 GQ0367                          STATION RECOVERY (1953)
 GQ0367
 GQ0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0367'THE STATION IS LOCATED ABOUT 53 MILES SOUTH-SOUTHEAST OF
 GQ0367'HURRICANE, UTAH, ABOUT 50 MILES SOUTHWEST OF FREDONIA, ARIZONA,
 GQ0367'ABOUT 14 MILES NORTHWEST OF GRAND CANYON AT ITS CLOSEST POINT,
 GQ0367'ABOUT 11 MILES EAST OF MT. TRUMBULL SCHOOL AND 2 MILES NORTHEAST
 GQ0367'OF NIXON SPRINGS.  IT IS ON A PROMINENT BLUE-COLORED, TIMBERED
 GQ0367'MOUNTAIN WHICH IS LOCALLY KNOWN AS MT. TRUMBULL, SOMETIMES
 GQ0367'SPOKEN OF AS NIXON PK. AND IS THE HIGHEST POINT IN THE
 GQ0367'VICINITY.
 GQ0367'
 GQ0367'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 89 AND THE GRAVEL
 GQ0367'ROAD WEST TOWARD PIPE SPRINGS IN FREDONIA BY DRIVING WEST
 GQ0367'ON GRAVEL ROAD FOR 8.2 MILES TO A FORK OR ROAD LEFT JUST BEFORE
 GQ0367'REACHING ANOTHER PROMINENT FORK.  TURN LEFT (SOUTH) AND CONTINUE
 GQ0367'ON THE MAIN TRAVELED ROAD TOWARD GRAND CANYON NATIONAL MONUMENT
 GQ0367'FOR 43.4 MILES TO A LARGE CULTIVATED FIELD WITH RANCH BUILDINGS
 GQ0367'ABOUT 1/2 MILE TO THE SOUTHWEST.  CONTINUE SOUTH FOR 1.0 MILE
 GQ0367'TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 1.05 MILES TO
 GQ0367'A FORK.  TAKE THE RIGHT FORK FOR 1.1 MILES TO A T-ROAD.  TURN
 GQ0367'RIGHT, UP DRAW, AND GO 3.8 MILES TO A FORK AT SIGN ARKANSAS
 GQ0367'RANCH-111 R.R. SULLIVAN 111.  TAKE THE RIGHT FORK, UP HILL,
 GQ0367'AND GO 3.5 MILES TO A CORRAL AT NIXON SPRINGS AND THE END
 GQ0367'OF TRUCK TRAVEL FOR A 2-WHEEL DRIVE VEHICLE.  A JEEP CAN
 GQ0367'BE DRIVEN EAST-SOUTHEAST PAST THE SOUTH SIDE OF A SMALL
 GQ0367'CORRAL ALONG A DIM TRAIL WHICH HAS BEEN CLEARED FOR 0.5
 GQ0367'MILE TO A SMALL CLEARING AND A LARGE OPEN WASH LEADING
 GQ0367'NORTHEAST UP THE HILL AND THE END OF TRUCK TRAVEL.  PACK
 GQ0367'NORTHEAST UP WASH FOR ABOUT 50 YARDS TO A TRAIL LEADING EAST
 GQ0367'AROUND THE MOUNTAIN.  FOLLOW THIS TRAIL EASTERLY FOR ABOUT 1/2
 GQ0367'MILE TO A FORK IN TRAIL AT A 6-INCH TRIANGLE BLAZE ON A
 GQ0367'FIR TREE BETWEEN THE FORKS.  TAKE THE RIGHT FORK, LOWER
 GQ0367'TRAIL, AND GO ABOUT 200 YARDS TO A FORK AND ANOTHER
 GQ0367'TRIANGLE BLAZE ON A FIR TREE ON RIGHT.  TAKE THE LEFT FORK
 GQ0367'UP HILL FOR ABOUT 1/4 MILE TO A TRIANGLE BLAZE AND A DIM
 GQ0367'TRAIL FORK AT A 3-FOOT DEAD TREE LYING AT THE LEFT SIDE
 GQ0367'OF TRAIL.  LEAVE TRAIL AND WALK DUE NORTH THROUGH HEAVY
 GQ0367'TIMBER FOR ABOUT 1-1/2 MILES TO SUMMIT AND THE STATION.
 GQ0367'A 2 HOUR PACK.
 GQ0367'
 GQ0367'THE STATION, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 GQ0367'TRUMBULL 1933 8028, IS ABOUT 100 YARDS NORTH-NORTHEAST OF THE
 GQ0367'HIGHEST POINT OF HILL AND IN A SMALL CLEARING WITH LINES CLEARED
 GQ0367'IN 10 DIRECTIONS.  THE MARK IS SET IN A DRILL HOLE IN BEDROCK
 GQ0367'THAT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.
 GQ0367'
 GQ0367'REFERENCE MARK 1 IS ABOUT 6 INCHES LOWER THAN THE STATION AND
 GQ0367'18 FEET WEST OF A 24-INCH STUMP THAT PROJECTS ABOUT 3 FEET
 GQ0367'ABOVE THE GROUND.  IT IS A STANDARD DISK STAMPED TRUMBULL USGS
 GQ0367'NO 1 1953 SET IN BEDROCK THAT PROJECTS 3 INCHES ABOVE THE
 GQ0367'GROUND.
 GQ0367'
 GQ0367'REFERENCE MARK 2 IS ABOUT 1 FOOT LOWER THAN THE STATION AND
 GQ0367'21 FEET SOUTH OF A 24-INCH STUMP THAT PROJECTS 3 FEET.  IT IS
 GQ0367'A STANDARD DISK STAMPED TRUMBULL USGS NO 2 1953 SET IN BEDROCK
 GQ0367'THAT PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE.
 GQ0367'
 GQ0367'THE AZIMUTH MARK IS ABOUT 30 FEET LOWER THAN THE STATION AND
 GQ0367'AT THE END OF THE CLEARING TOWARD STATION ATKINS.  IT IS ABOUT
 GQ0367'50 FEET NORTHWEST OF A TOPPED 12-INCH PINE TREE AND 30 FEET
 GQ0367'SOUTHWEST OF THE EXTREME TIP OF THE POINT.  IT IS A STANDARD
 GQ0367'DISK SET IN THE TOP OF A MONSTROUS BOULDER.
 GQ0367'
 GQ0367'A U.S. GEOLOGICAL SURVEY REFERENCE POINT, A ROUND HEADED NAIL
 GQ0367'DRIVEN THROUGH A WASHER ON WHICH IS STAMPED U.S.G.S. B.M., WAS
 GQ0367'TRAVERSED TO.  THIS NAIL AND WASHER IS LOCATED IN THE CENTER
 GQ0367'OF A 5X8-INCH TRIANGLE BLAZE WHICH IS ON A 30-INCH FIR TREE AND
 GQ0367'ABOUT 3 FEET ABOVE THE GROUND SURFACE.
 GQ0367'
 GQ0367'ANOTHER U.S. GEOLOGICAL SURVEY REFERENCE POINT OF THE SAME
 GQ0367'TYPE, LOCATED ABOUT 10 YARDS NORTHEAST OF THE STATION, WAS
 GQ0367'DESTROYED DURING THIS OCCUPATION OF THE STATION.  IT WAS
 GQ0367'NECESSARY TO CUT THE TREE IN WHICH THE POINT WAS LOCATED TO
 GQ0367'CLEAR THE LINE TO TRIANGULATION STATION SAGE.
 GQ0367'
 GQ0367'MT. TRUMBULL ECCENTRIC 1934, WHICH CONSISTS OF A SMALL POLE
 GQ0367'NAILED TO THE TOP OF A 30-INCH PINE TREE, WAS RECOVERED AND
 GQ0367'TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1271 ***********************************************************************
 DB1271  DESIGNATION -  TT 6
 DB1271  PID         -  DB1271
 DB1271  STATE/COUNTY-  AZ/YUMA
 DB1271  USGS QUAD   -  MIDDLE MOUNTAINS SOUTH (1986)
 DB1271
 DB1271                         *CURRENT SURVEY CONTROL
 DB1271  ___________________________________________________________________
 DB1271* NAD 83(1992)-  32 55 20.94567(N)    114 18 52.49984(W)     ADJUSTED  
 DB1271* NAVD 88     -       210.     (meters)     689.     (feet)  VERTCON   
 DB1271  ___________________________________________________________________
 DB1271  X           -  -2,206,671.930 (meters)                     COMP
 DB1271  Y           -  -4,883,921.793 (meters)                     COMP
 DB1271  Z           -   3,446,841.276 (meters)                     COMP
 DB1271  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DB1271  ELLIP HEIGHT-         175.919 (meters)          (08/23/93) ADJUSTED
 DB1271  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DB1271  HORZ ORDER  -  SECOND
 DB1271  ELLP ORDER  -  FOURTH    CLASS II
 DB1271
 DB1271.The horizontal coordinates were established by classical geodetic methods
 DB1271.and adjusted by the National Geodetic Survey in August 1993.
 DB1271
 DB1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1271
 DB1271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB1271
 DB1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1271
 DB1271.The ellipsoidal height was determined by GPS observations
 DB1271.and is referenced to NAD 83.
 DB1271
 DB1271.The geoid height was determined by GEOID03.
 DB1271
 DB1271;                    North         East     Units Scale Factor Converg.
 DB1271;SPC AZ W     -   213,304.196   160,554.956   MT  0.99996770   -0 18 24.7
 DB1271;SPC AZ W     -   699,816.92    526,755.10   iFT  0.99996770   -0 18 24.7
 DB1271;UTM  11      - 3,645,893.535   751,117.483   MT  1.00037761   +1 27 37.1
 DB1271
 DB1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1271!SPC AZ W     -   0.99997238  x   0.99996770  =   0.99994008
 DB1271!UTM  11      -   0.99997238  x   1.00037761  =   1.00034998
 DB1271
 DB1271:                Primary Azimuth Mark                     Grid Az
 DB1271:SPC AZ W     -  PGT NO 2                                 052 12 29.8
 DB1271:UTM  11      -  PGT NO 2                                 050 26 28.0
 DB1271
 DB1271|---------------------------------------------------------------------|
 DB1271| PID    Reference Object                     Distance      Geod. Az  |
 DB1271|                                                           dddmmss.s |
 DB1271| DB1273 PGT NO 2                            APPROX. 0.9 KM 0515405.1 |
 DB1271| CF1657 TT 6 RM 1                                          11356     |
 DB1271| CF1658 TT 6 RM 2                                          34611     |
 DB1271|---------------------------------------------------------------------|
 DB1271
 DB1271                          SUPERSEDED SURVEY CONTROL
 DB1271
 DB1271  NAD 83(1986)-  32 55 20.94654(N)    114 18 52.50489(W) AD(       ) 2
 DB1271  NAD 27      -  32 55 20.79900(N)    114 18 49.70200(W) AD(       ) 2
 DB1271  NGVD 29 (07/19/86)  209.     (m)          686.     (f) VERT ANG    3  
 DB1271
 DB1271.Superseded values are not recommended for survey control.
 DB1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1271.See file dsdata.txt to determine how the superseded data were derived.
 DB1271
 DB1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5111745894(NAD 83)
 DB1271_MARKER: DD = SURVEY DISK
 DB1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1271+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1984
 DB1271
 DB1271  HISTORY     - Date     Condition        Report By
 DB1271  HISTORY     - 1956     MONUMENTED       USE
 DB1271  HISTORY     - 1971     GOOD             NGS
 DB1271  HISTORY     - 1981     GOOD             NGS
 DB1271  HISTORY     - 19840418 GOOD
 DB1271
 DB1271                          STATION DESCRIPTION
 DB1271
 DB1271'DESCRIBED BY US ENGINEERS 1956 (RLE)
 DB1271'TRIANGULATION STATION TT 6 IS
 DB1271'LOCATED ABOUT 1.9 MILES (AIRLINE) NORTH FROM THE STATION AND IS
 DB1271'SITUATED ON THE HIGHEST POINT OF A LOW ROCKY KNOLL WHICH IS ABOUT
 DB1271'0.2 MILE EAST OF STATE HIGHWAY 95.  THIS POINT IS MARKED WITH A
 DB1271'STANDARD U.S. ARMY ENGINEERS DISK THAT IS SET IN CONCRETE AND IS
 DB1271'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED E TT
 DB1271'YTS 1955.  THIS SITE WAS REACHED FROM THE STATION BY GOING NORTH
 DB1271'ON STATE HIGHWAY 95 FOR 2.1 MILES TO A DIM TRACK ROAD ON THE
 DB1271'RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD EASTERLY THEN NORTH UP
 DB1271'THE ROCKY SLOPE FOR ABOUT 0.2 MILE TO THE SUMMIT AND THE STATION
 DB1271'AS DESCRIBED.
 DB1271
 DB1271                          STATION RECOVERY (1971)
 DB1271
 DB1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 DB1271'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DB1271
 DB1271                          STATION RECOVERY (1981)
 DB1271
 DB1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1271'THE STATION WAS RECOVERED AS DESCRIBED.  A NEW TO REACH FOLLOWS.
 DB1271'
 DB1271'TO REACH FROM THE MAIN ENTRANCE TO THE YUMA PROVING GROUND
 DB1271'HEADQUARTERS AND U.S. 95, GO NORTH ON U.S. 95 FOR 2.65 MILES TO
 DB1271'MARTINEZ LAKE ROAD ON THE LEFT.  CONTINUE NORTH ON U.S. 95 FOR 0.55
 DB1271'MILE TO THE INTERSECTION OF ABERDEEN ROAD.  TURN RIGHT AND GO EAST ON
 DB1271'ABERDEEN ROAD FOR 1.0 MILE TO THE GUARD GATE.  (PRIOR PERMISSION
 DB1271'REQUIRED.)  CONTINUE EAST FOR 0.1 MILE TO THE INTERSECTION OF WEST
 DB1271'THIRD AVENUE.  TURN LEFT AND GO NORTH ON WEST THIRD AVENUE FOR 4.2
 DB1271'MILES TO A GRAVEL DRIVE AND GRAY BUILDING TO THE LEFT.  TURN LEFT AND
 DB1271'DRIVE AROUND NORTH SIDE OF BUILDING TO SECOND OF SMALL, TWIN CINDER
 DB1271'CONES.  PACK TO STATION ON TOP.  PRIOR PERMISSION SHOULD BE OBTAINED
 DB1271'BY FILING FORM DARCOM 1663 WITH---SECURITY DIRECTORATE,
 DB1271'ATTN---STEXP-SPD, U.S. ARMY, YUMA PROVING GROUND, YUMA, ARIZONA
 DB1271'85364.
 DB1271'
 DB1271'ALL MARKS ARE 14-INCH SQUARE CONCRETE MONUMENTS WITH CORPS OF
 DB1271'ENGINEERS.
 DB1271
 DB1271                          STATION RECOVERY (1984)
 DB1271
 DB1271'RECOVERED 1984
 DB1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0938 ***********************************************************************
 DU0938  DESIGNATION -  TT AA 1
 DU0938  PID         -  DU0938
 DU0938  STATE/COUNTY-  AZ/MARICOPA
 DU0938  USGS QUAD   -  MESA (1982)
 DU0938
 DU0938                         *CURRENT SURVEY CONTROL
 DU0938  ___________________________________________________________________
 DU0938* NAD 83(1986)-  33 29 41.     (N)    111 49 23.     (W)     SCALED    
 DU0938* NAVD 88     -       388.46   (+/-2cm)    1274.5    (feet)  VERTCON   
 DU0938  ___________________________________________________________________
 DU0938  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DU0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0938
 DU0938.The horizontal coordinates were scaled from a topographic map and have
 DU0938.an estimated accuracy of +/- 6 seconds.
 DU0938
 DU0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0938.The vertical order pertains to the NGVD 29 superseded value.
 DU0938
 DU0938.The geoid height was determined by GEOID03.
 DU0938
 DU0938;                    North         East    Units  Estimated Accuracy
 DU0938;SPC AZ C     -   276,620.      222,060.      MT  (+/- 180 meters Scaled)
 DU0938
 DU0938                          SUPERSEDED SURVEY CONTROL
 DU0938
 DU0938  NGVD 29 (??/??/92)  387.916  (m)         1272.69   (f) ADJ UNCH    2 0
 DU0938
 DU0938.Superseded values are not recommended for survey control.
 DU0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0938.See file dsdata.txt to determine how the superseded data were derived.
 DU0938
 DU0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC235064(NAD 83)
 DU0938_MARKER: DD = SURVEY DISK
 DU0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0938_STAMPING: TT AA 1 1953
 DU0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0938+STABILITY: SURFACE MOTION
 DU0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0938+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DU0938
 DU0938  HISTORY     - Date     Condition        Report By
 DU0938  HISTORY     - 1953     MONUMENTED       USE
 DU0938  HISTORY     - 1963     GOOD             NGS
 DU0938  HISTORY     - 20070404 GOOD             GEOCAC
 DU0938
 DU0938                          STATION DESCRIPTION
 DU0938
 DU0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0938'7.4 MI NE FROM SCOTTSDALE.
 DU0938'4.7 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0938'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 1.95 MILES
 DU0938'NORTHEAST ALONG STATE HIGHWAY 87 (BEELINE HIGHWAY), THENCE 0.75 MILE
 DU0938'NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVEL
 DU0938'ROAD, 30 FEET WEST OF THE CENTER OF THE ROAD, 37 FEET SOUTH OF THE
 DU0938'CENTER OF THE EAST-WEST ROAD, 1.8 FEET NORTHWEST OF THE NORTHWEST
 DU0938'CORNER OF A CONCRETE IRRIGATION CONTROL BOX, ABOUT 1 FOOT ABOVE THE
 DU0938'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DU0938'INCHES.
 DU0938
 DU0938                          STATION RECOVERY (2007)
 DU0938
 DU0938'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0937 ***********************************************************************
 DU0937  DESIGNATION -  TT AA 2
 DU0937  PID         -  DU0937
 DU0937  STATE/COUNTY-  AZ/MARICOPA
 DU0937  USGS QUAD   -  MESA (1982)
 DU0937
 DU0937                         *CURRENT SURVEY CONTROL
 DU0937  ___________________________________________________________________
 DU0937* NAD 83(1986)-  33 29 01.     (N)    111 49 22.     (W)     SCALED    
 DU0937* NAVD 88     -       383.49   (+/-2cm)    1258.2    (feet)  VERTCON   
 DU0937  ___________________________________________________________________
 DU0937  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0937
 DU0937.The horizontal coordinates were scaled from a topographic map and have
 DU0937.an estimated accuracy of +/- 6 seconds.
 DU0937
 DU0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0937.The vertical order pertains to the NGVD 29 superseded value.
 DU0937
 DU0937.The geoid height was determined by GEOID03.
 DU0937
 DU0937;                    North         East    Units  Estimated Accuracy
 DU0937;SPC AZ C     -   275,390.      222,090.      MT  (+/- 180 meters Scaled)
 DU0937
 DU0937                          SUPERSEDED SURVEY CONTROL
 DU0937
 DU0937  NGVD 29 (??/??/92)  382.938  (m)         1256.36   (f) ADJ UNCH    2 0
 DU0937
 DU0937.Superseded values are not recommended for survey control.
 DU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0937.See file dsdata.txt to determine how the superseded data were derived.
 DU0937
 DU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC235052(NAD 83)
 DU0937_MARKER: DD = SURVEY DISK
 DU0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0937_STAMPING: TT AA 2 1953
 DU0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0937+STABILITY: SURFACE MOTION
 DU0937
 DU0937  HISTORY     - Date     Condition        Report By
 DU0937  HISTORY     - 1953     MONUMENTED       USE
 DU0937  HISTORY     - 1963     GOOD             NGS
 DU0937  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU0937
 DU0937                          STATION DESCRIPTION
 DU0937
 DU0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0937'6.65 MI NE FROM SCOTTSDALE.
 DU0937'4.7 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0937'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, THENCE 1.95 MILES
 DU0937'NORTHEAST ALONG STATE HIGHWAY 87 (BEELINE HIGHWAY), AT THE JUNCTION OF
 DU0937'A DIRT ROAD NORTH, 21 FEET WEST OF THE CENTER OF THE DIRT ROAD, 15
 DU0937'FEET NORTH OF THE CENTER OF A FIELD ROAD LEADING WEST, 3 FEET EAST OF
 DU0937'A FENCE, 1.5 FEET WEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DU0937'ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0937
 DU0937                          STATION RECOVERY (2007)
 DU0937
 DU0937'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0937'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK. THE ROAD NORTH HAS
 DU0937'BEEN PAVED AND RE-ALIGNED, AND THE DESCRIBED AREA HAS BEEN BLADED.
 DU0937'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0458 ***********************************************************************
 DV0458  DESIGNATION -  TT B 7
 DV0458  PID         -  DV0458
 DV0458  STATE/COUNTY-  AZ/MARICOPA
 DV0458  USGS QUAD   -  FOWLER (1982)
 DV0458
 DV0458                         *CURRENT SURVEY CONTROL
 DV0458  ___________________________________________________________________
 DV0458* NAD 83(1986)-  33 24 29.     (N)    112 13 17.     (W)     SCALED    
 DV0458* NAVD 88     -       304.21   (+/-2cm)     998.1    (feet)  VERTCON   
 DV0458  ___________________________________________________________________
 DV0458  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0458
 DV0458.The horizontal coordinates were scaled from a topographic map and have
 DV0458.an estimated accuracy of +/- 6 seconds.
 DV0458
 DV0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0458.The vertical order pertains to the NGVD 29 superseded value.
 DV0458
 DV0458.The geoid height was determined by GEOID03.
 DV0458
 DV0458;                    North         East    Units  Estimated Accuracy
 DV0458;SPC AZ C     -   267,050.      185,020.      MT  (+/- 180 meters Scaled)
 DV0458
 DV0458                          SUPERSEDED SURVEY CONTROL
 DV0458
 DV0458  NGVD 29 (??/??/92)  303.569  (m)          995.96   (f) ADJ UNCH    2 0
 DV0458
 DV0458.Superseded values are not recommended for survey control.
 DV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0458.See file dsdata.txt to determine how the superseded data were derived.
 DV0458
 DV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB864971(NAD 83)
 DV0458_MARKER: DD = SURVEY DISK
 DV0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0458_STAMPING: TT-B7 TRAVERSE STA
 DV0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0458+STABILITY: SURFACE MOTION
 DV0458
 DV0458  HISTORY     - Date     Condition        Report By
 DV0458  HISTORY     - UNK      MONUMENTED       DOD
 DV0458  HISTORY     - 1962     GOOD             NGS
 DV0458  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0458  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV0458
 DV0458                          STATION DESCRIPTION
 DV0458
 DV0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0458'8.1 MI SW FROM PHOENIX.
 DV0458'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0458'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0458'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE THEN SOUTH 1 MILE ON 59TH
 DV0458'AVENUE THEN WEST ON BROADWAY FOR 2 MILES TO THE JUNCTION OF BROADWAY
 DV0458'AND 75TH AVENUE AND THE MARK.  THE MARK IS SET IN A CONCRETE POST
 DV0458'PROJECTING 0.5 FT, 2 FT. WEST OF POWER POLE 5E-2N, 24 FT. WEST OF
 DV0458'CENTER OF CENTER OF 75TH AVENUE, 21 FT. SOUTH OF THE CENTER OF
 DV0458'BROADWAY, 6 FT. FROM SOUTH HEADWALL OF A IRRIGATION CANAL HEADWALL.
 DV0458'THE MARK IS PROJECTING 1 FT. ABOVE THE LEVEL OF THE STREET.
 DV0458
 DV0458                          STATION RECOVERY (1992)
 DV0458
 DV0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0458'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0458'ASSUMED DESTROYED.
 DV0458
 DV0458                          STATION RECOVERY (2008)
 DV0458
 DV0458'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0458' 
 DV0458' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2307 ***********************************************************************
 DV2307  DESIGNATION -  TT B 7 RESET
 DV2307  PID         -  DV2307
 DV2307  STATE/COUNTY-  AZ/MARICOPA
 DV2307  USGS QUAD   -  FOWLER (1982)
 DV2307
 DV2307                         *CURRENT SURVEY CONTROL
 DV2307  ___________________________________________________________________
 DV2307* NAD 83(1986)-  33 24 29.     (N)    112 13 18.     (W)     SCALED    
 DV2307* NAVD 88     -       304.334  (meters)     998.47   (feet)  ADJUSTED  
 DV2307  ___________________________________________________________________
 DV2307  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV2307  DYNAMIC HT  -         303.982 (meters)     997.31  (feet)  COMP
 DV2307  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DV2307
 DV2307  VERT ORDER  -  FIRST     CLASS II
 DV2307
 DV2307.The horizontal coordinates were scaled from a topographic map and have
 DV2307.an estimated accuracy of +/- 6 seconds.
 DV2307
 DV2307.The orthometric height was determined by differential leveling
 DV2307.and adjusted in November 1993.
 DV2307
 DV2307.The geoid height was determined by GEOID03.
 DV2307
 DV2307.The dynamic height is computed by dividing the NAVD 88
 DV2307.geopotential number by the normal gravity value computed on the
 DV2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2307.degrees latitude (g = 980.6199 gals.).
 DV2307
 DV2307.The modeled gravity was interpolated from observed gravity values.
 DV2307
 DV2307;                    North         East    Units  Estimated Accuracy
 DV2307;SPC AZ C     -   267,050.      184,990.      MT  (+/- 180 meters Scaled)
 DV2307
 DV2307                          SUPERSEDED SURVEY CONTROL
 DV2307
 DV2307.No superseded survey control is available for this station.
 DV2307
 DV2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB864971(NAD 83)
 DV2307_MARKER: DD = SURVEY DISK
 DV2307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV2307_SP_SET: RETAINING WALL
 DV2307_STAMPING: TT B-7 RESET 1970 AMS
 DV2307_MARK LOGO: USE   
 DV2307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2307+STABILITY: SURFACE MOTION
 DV2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2307+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2307
 DV2307  HISTORY     - Date     Condition        Report By
 DV2307  HISTORY     - 1970     MONUMENTED       USE
 DV2307  HISTORY     - 19920311 GOOD             NGS
 DV2307  HISTORY     - 20060810 GOOD             GEOCAC
 DV2307
 DV2307                          STATION DESCRIPTION
 DV2307
 DV2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2307'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2307'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2307'91ST AVENUE, THENCE 3.2 KM (2.00 MI) EASTERLY ALONG WEST BROADWAY
 DV2307'ROAD, NEAR THE SOUTHWEST CORNER OF A CONCRETE RETAINING WALL FOR A
 DV2307'HEAD GATE, 13.1 M (43.0 FT) SOUTH OF THE ROAD CENTER, 11.7 M (38.4
 DV2307'FT) WEST OF THE CENTER OF SOUTH 75TH AVENUE, AND 0.2 M (0.7 FT) ABOVE
 DV2307'THE GROUND SURFACE.
 DV2307
 DV2307                          STATION RECOVERY (2006)
 DV2307
 DV2307'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0573 ***********************************************************************
 DV0573  DESIGNATION -  TT C 3
 DV0573  PID         -  DV0573
 DV0573  STATE/COUNTY-  AZ/MARICOPA
 DV0573  USGS QUAD   -  FOWLER (1982)
 DV0573
 DV0573                         *CURRENT SURVEY CONTROL
 DV0573  ___________________________________________________________________
 DV0573* NAD 83(1986)-  33 27 56.     (N)    112 12 12.     (W)     SCALED    
 DV0573* NAVD 88     -       322.96   (+/-2cm)    1059.6    (feet)  VERTCON   
 DV0573  ___________________________________________________________________
 DV0573  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0573
 DV0573.The horizontal coordinates were scaled from a topographic map and have
 DV0573.an estimated accuracy of +/- 6 seconds.
 DV0573
 DV0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0573.The vertical order pertains to the NGVD 29 superseded value.
 DV0573
 DV0573.The geoid height was determined by GEOID03.
 DV0573
 DV0573;                    North         East    Units  Estimated Accuracy
 DV0573;SPC AZ C     -   273,420.      186,710.      MT  (+/- 180 meters Scaled)
 DV0573
 DV0573                          SUPERSEDED SURVEY CONTROL
 DV0573
 DV0573  NGVD 29 (??/??/92)  322.338  (m)         1057.54   (f) ADJ UNCH    2 0
 DV0573
 DV0573.Superseded values are not recommended for survey control.
 DV0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0573.See file dsdata.txt to determine how the superseded data were derived.
 DV0573
 DV0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881035(NAD 83)
 DV0573_MARKER: DD = SURVEY DISK
 DV0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0573_SP_SET: CULVERT
 DV0573_STAMPING: TT C3 1948
 DV0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0573
 DV0573  HISTORY     - Date     Condition        Report By
 DV0573  HISTORY     - 1948     MONUMENTED       DOD
 DV0573  HISTORY     - 1963     GOOD             NGS
 DV0573  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0573  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0573
 DV0573                          STATION DESCRIPTION
 DV0573
 DV0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0573'IN PHOENIX.
 DV0573'1.5 MILES NORTH ALONG 67TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0573'RAILROAD CROSSING OF 67TH AVENUE, AT THE INTERSECTION OF 67TH AVENUE
 DV0573'AND MCDOWELL ROAD, SET IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF
 DV0573'A CONCRETE PIPE CULVERT UNDER MCDOWELL ROAD, 20 FEET SOUTH OF THE
 DV0573'CENTER OF MCDOWELL ROAD, 32 FEET WEST OF THE CENTER OF 67TH AVENUE, 6
 DV0573'FEET NORTH OF A POWER POLE, AND ABOUT LEVEL WITH THE ROAD.
 DV0573
 DV0573                          STATION RECOVERY (1996)
 DV0573
 DV0573'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0573'MARK NOT FOUND.
 DV0573
 DV0573                          STATION RECOVERY (2008)
 DV0573
 DV0573'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0573'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0573'MARK. THERE IS NO CONCRETE PIPE CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0461 ***********************************************************************
 DV0461  DESIGNATION -  TT C 5
 DV0461  PID         -  DV0461
 DV0461  STATE/COUNTY-  AZ/MARICOPA
 DV0461  USGS QUAD   -  FOWLER (1982)
 DV0461
 DV0461                         *CURRENT SURVEY CONTROL
 DV0461  ___________________________________________________________________
 DV0461* NAD 83(1986)-  33 26 13.     (N)    112 12 12.     (W)     SCALED    
 DV0461* NAVD 88     -       314.57   (+/-2cm)    1032.1    (feet)  VERTCON   
 DV0461  ___________________________________________________________________
 DV0461  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0461
 DV0461.The horizontal coordinates were scaled from a topographic map and have
 DV0461.an estimated accuracy of +/- 6 seconds.
 DV0461
 DV0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0461.The vertical order pertains to the NGVD 29 superseded value.
 DV0461
 DV0461.The geoid height was determined by GEOID03.
 DV0461
 DV0461;                    North         East    Units  Estimated Accuracy
 DV0461;SPC AZ C     -   270,240.      186,710.      MT  (+/- 180 meters Scaled)
 DV0461
 DV0461                          SUPERSEDED SURVEY CONTROL
 DV0461
 DV0461  NGVD 29 (??/??/92)  313.942  (m)         1029.99   (f) ADJ UNCH    2 0
 DV0461
 DV0461.Superseded values are not recommended for survey control.
 DV0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0461.See file dsdata.txt to determine how the superseded data were derived.
 DV0461
 DV0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881003(NAD 83)
 DV0461_MARKER: DD = SURVEY DISK
 DV0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0461_SP_SET: CULVERT
 DV0461_STAMPING: TT C 5 1948
 DV0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0461
 DV0461  HISTORY     - Date     Condition        Report By
 DV0461  HISTORY     - 1948     MONUMENTED       DOD
 DV0461  HISTORY     - 1962     GOOD             NGS
 DV0461  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0461
 DV0461                          STATION DESCRIPTION
 DV0461
 DV0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0461'7.7 MI SW FROM PHOENIX.
 DV0461'7.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 DV0461'STATION AT PHOENIX, THENCE 0.5 MILE SOUTH ALONG SOUTH 67TH AVENUE TO
 DV0461'THE JUNCTION OF US HY. 80 AND THE MARK.  THE MARK IS LOCATED 30 FT.
 DV0461'SOUTH OF THE CENTER OF US HY. 80, 70 FT. EAST OF THE CENTER OF 67TH
 DV0461'AVENUE, SET IN TOP OF WEST END OF THE SOUTH HEADWALL OF A 15 FT.
 DV0461'IRRIGATION CULVERT, 1.0 FT. ABOVE THE LEVEL OF THE HY.
 DV0461
 DV0461                          STATION RECOVERY (2006)
 DV0461
 DV0461'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0461'AN ADOT DISC WAS FOUND NEARBY, IN THE CENTER OF THE HEADWALL. IT
 DV0461'APPEARS THE HIGHWAY HAS BEEN WIDENED, AND THE BRIDGE REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0462 ***********************************************************************
 DV0462  DESIGNATION -  TT D 7
 DV0462  PID         -  DV0462
 DV0462  STATE/COUNTY-  AZ/MARICOPA
 DV0462  USGS QUAD   -  FOWLER (1982)
 DV0462
 DV0462                         *CURRENT SURVEY CONTROL
 DV0462  ___________________________________________________________________
 DV0462* NAD 83(1992)-  33 24 30.42479(N)    112 11 11.71308(W)     ADJUSTED  
 DV0462* NAVD 88     -       308.51   (+/-2cm)    1012.2    (feet)  VERTCON   
 DV0462  ___________________________________________________________________
 DV0462  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 DV0462  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0462  HORZ ORDER  -  SECOND
 DV0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0462
 DV0462.The horizontal coordinates were established by classical geodetic methods
 DV0462.and adjusted by the National Geodetic Survey in August 1993.
 DV0462
 DV0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0462.The vertical order pertains to the NGVD 29 superseded value.
 DV0462
 DV0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0462
 DV0462.The geoid height was determined by GEOID03.
 DV0462
 DV0462;                    North         East     Units Scale Factor Converg.
 DV0462;SPC AZ C     -   267,080.133   188,254.423   MT  0.99990777   -0 08 55.0
 DV0462;SPC AZ C     -   876,247.16    617,632.62   iFT  0.99990777   -0 08 55.0
 DV0462;UTM  12      - 3,697,198.512   389,664.417   MT  0.99975009   -0 39 12.3
 DV0462
 DV0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0462!SPC AZ C     -   0.99995629  x   0.99990777  =   0.99986407
 DV0462!UTM  12      -   0.99995629  x   0.99975009  =   0.99970639
 DV0462
 DV0462                          SUPERSEDED SURVEY CONTROL
 DV0462
 DV0462  NAD 83(1986)-  33 24 30.41912(N)    112 11 11.71816(W) AD(       ) 2
 DV0462  NAD 27      -  33 24 30.26060(N)    112 11 09.17160(W) AD(       ) 2
 DV0462  NGVD 29 (??/??/92)  307.876  (m)         1010.09   (f) ADJ UNCH    2 0
 DV0462
 DV0462.Superseded values are not recommended for survey control.
 DV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0462.See file dsdata.txt to determine how the superseded data were derived.
 DV0462
 DV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8966497199(NAD 83)
 DV0462_MARKER: DD = SURVEY DISK
 DV0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0462_STAMPING: TT D7 1948
 DV0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0462+STABILITY: SURFACE MOTION
 DV0462
 DV0462  HISTORY     - Date     Condition        Report By
 DV0462  HISTORY     - 1962     MONUMENTED       USE
 DV0462  HISTORY     - 1962     GOOD             NGS
 DV0462  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0462  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0462
 DV0462                          STATION DESCRIPTION
 DV0462
 DV0462'DESCRIBED BY US ENGINEERS 1962
 DV0462'TO REACH THE STATION FROM THE JUNCTION OF BLACK CANYON HIGHWAY
 DV0462'AND U.S. HIGHWAY 80 (WEST BUCKEYE ROAD) IN PHOENIX, GO WEST
 DV0462'ON U.S. HIGHWAY 80 FOR 4.5 MILES TO CROSSROAD, TURN LEFT,
 DV0462'GO SOUTH ON 59TH AVENUE FOR 1.0 MILE TO CROSSROAD (LOWER
 DV0462'BUCKEYE ROAD), CONTINUE SOUTH ON 59TH AVENUE FOR 1.0 MILE
 DV0462'TO STATION HAUL ON THE RIGHT.
 DV0462'
 DV0462'A U.S. ARMY CORPS OF ENGINEERS BRONZE
 DV0462'DISK SET IS IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 DV0462'IRRIGATION GATE AND IS STAMPED TT D7 1948.  THE MARK IS 56.3
 DV0462'FEET SOUTHEAST OF WITNESS POST, 25 FEET WEST OF CENTER OF SOUTH
 DV0462'59TH AVENUE AND 23 FEET SOUTHEAST OF CENTER OF WEST BROADWAY
 DV0462'ROAD.
 DV0462
 DV0462                          STATION RECOVERY (1962)
 DV0462
 DV0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0462'6.1 MI SW FROM PHOENIX.
 DV0462'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0462'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0462'AVENUE, THENCE 4 MILES WEST ON LOWER BUCKEYE, THEN SOUTH 1 MILE ON
 DV0462'59TH AVENUE TO THE BEGINNING OF BROADWAY AND THE MARK SET IN A
 DV0462'CONCRETE POST PROJECTING 6 INCHES.  THE MARK IS LOCATED 4 FT. SOUTH OF
 DV0462'A STREET POST, 22 FT. WEST OF THE CENTER OF 59TH AVENUE, 35.5 FT.
 DV0462'SOUTH OF THE CENTER OF BROADWAY AND 1 FT. FROM NORTH HEADWALL OF THE
 DV0462'SOUTHMOST IRRIGATION CANAL.  THE MARK IS .6 FT. BELOW THE LEVEL OF THE
 DV0462'STREET.
 DV0462
 DV0462                          STATION RECOVERY (1992)
 DV0462
 DV0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0462'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DV0462'ASSUMED DESTROYED.
 DV0462
 DV0462                          STATION RECOVERY (2008)
 DV0462
 DV0462'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0462'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0462'MARK. THE ROADS HAVE BEEN WIDENED, AND THE DESCRIBED LOCATION IS NOW A
 DV0462'PAVED AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0320 ***********************************************************************
 DV0320  DESIGNATION -  TT E 29
 DV0320  PID         -  DV0320
 DV0320  STATE/COUNTY-  AZ/PINAL
 DV0320  USGS QUAD   -  ENID (1978)
 DV0320
 DV0320                         *CURRENT SURVEY CONTROL
 DV0320  ___________________________________________________________________
 DV0320* NAD 83(1986)-  33 05 16.     (N)    112 09 02.     (W)     SCALED    
 DV0320* NAVD 88     -       380.92   (+/-2cm)    1249.7    (feet)  VERTCON   
 DV0320  ___________________________________________________________________
 DV0320  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0320  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0320
 DV0320.The horizontal coordinates were scaled from a topographic map and have
 DV0320.an estimated accuracy of +/- 6 seconds.
 DV0320
 DV0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0320.The vertical order pertains to the NGVD 29 superseded value.
 DV0320
 DV0320.The geoid height was determined by GEOID03.
 DV0320
 DV0320;                    North         East    Units  Estimated Accuracy
 DV0320;SPC AZ C     -   231,510.      191,530.      MT  (+/- 180 meters Scaled)
 DV0320
 DV0320                          SUPERSEDED SURVEY CONTROL
 DV0320
 DV0320  NGVD 29 (??/??/92)  380.368  (m)         1247.92   (f) ADJ UNCH    1 2
 DV0320
 DV0320.Superseded values are not recommended for survey control.
 DV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0320.See file dsdata.txt to determine how the superseded data were derived.
 DV0320
 DV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB926616(NAD 83)
 DV0320_MARKER: DD = SURVEY DISK
 DV0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0320+STABILITY: SURFACE MOTION
 DV0320
 DV0320  HISTORY     - Date     Condition        Report By
 DV0320  HISTORY     - UNK      MONUMENTED       DOD
 DV0320  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0320
 DV0320                          STATION DESCRIPTION
 DV0320
 DV0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0320'7.1 MI NW FROM MARICOPA.
 DV0320'6.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0320'POST OFFICE AT MARICOPA, THENCE 0.7 MILE NORTH ALONG A COUNTY ROAD. 35
 DV0320'FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF THE
 DV0320'SOUTHEAST END OF A CATTLE GUARD, 2 FEET WEST OF A CORNER FENCE POST,
 DV0320'AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.  SET IN THE TOP OF A
 DV0320'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0593 ***********************************************************************
 DV0593  DESIGNATION -  TT F 3 RESET
 DV0593  PID         -  DV0593
 DV0593  STATE/COUNTY-  AZ/MARICOPA
 DV0593  USGS QUAD   -  FOWLER (1982)
 DV0593
 DV0593                         *CURRENT SURVEY CONTROL
 DV0593  ___________________________________________________________________
 DV0593* NAD 83(1986)-  33 27 56.     (N)    112 09 07.     (W)     SCALED    
 DV0593* NAVD 88     -       328.31   (+/-2cm)    1077.1    (feet)  VERTCON   
 DV0593  ___________________________________________________________________
 DV0593  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0593
 DV0593.The horizontal coordinates were scaled from a topographic map and have
 DV0593.an estimated accuracy of +/- 6 seconds.
 DV0593
 DV0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0593.The vertical order pertains to the NGVD 29 superseded value.
 DV0593
 DV0593.The geoid height was determined by GEOID03.
 DV0593
 DV0593;                    North         East    Units  Estimated Accuracy
 DV0593;SPC AZ C     -   273,410.      191,490.      MT  (+/- 180 meters Scaled)
 DV0593
 DV0593                          SUPERSEDED SURVEY CONTROL
 DV0593
 DV0593  NGVD 29 (??/??/92)  327.688  (m)         1075.09   (f) ADJ UNCH    2 0
 DV0593
 DV0593.Superseded values are not recommended for survey control.
 DV0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0593.See file dsdata.txt to determine how the superseded data were derived.
 DV0593
 DV0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929034(NAD 83)
 DV0593_MARKER: DD = SURVEY DISK
 DV0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0593_STAMPING: TT F 3 1948 RESET AMS 1955
 DV0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0593+STABILITY: SURFACE MOTION
 DV0593
 DV0593  HISTORY     - Date     Condition        Report By
 DV0593  HISTORY     - 1955     MONUMENTED       DOD
 DV0593  HISTORY     - 1963     GOOD             NGS
 DV0593  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0593  HISTORY     - 20070522 MARK NOT FOUND   GEOCAC
 DV0593
 DV0593                          STATION DESCRIPTION
 DV0593
 DV0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0593'IN PHOENIX.
 DV0593'1.5 MILES NORTH ALONG 43RD AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0593'RAILROAD CROSSING OF 43RD AVENUE, AT THE INTERSECTION OF 43RD AVENUE
 DV0593'AND MCDOWELL ROAD, 30 FEET SOUTH OF THE CENTER OF MCDOWELL ROAD, 30
 DV0593'FEET WEST OF THE CENTER OF 43RD AVENUE, 6 FEET WEST OF A METAL TRAFFIC
 DV0593'SIGNAL LIGHT POLE, 2.5 FEET SOUTHEAST OF AN IRRIGATION HEADGATE, AND
 DV0593'SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 DV0593
 DV0593                          STATION RECOVERY (1996)
 DV0593
 DV0593'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0593'MARK NOT FOUND.
 DV0593
 DV0593                          STATION RECOVERY (2007)
 DV0593
 DV0593'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0467 ***********************************************************************
 DV0467  DESIGNATION -  TT F 6
 DV0467  PID         -  DV0467
 DV0467  STATE/COUNTY-  AZ/MARICOPA
 DV0467  USGS QUAD   -  FOWLER (1982)
 DV0467
 DV0467                         *CURRENT SURVEY CONTROL
 DV0467  ___________________________________________________________________
 DV0467* NAD 83(1992)-  33 25 21.28665(N)    112 09 06.43813(W)     ADJUSTED  
 DV0467* NAVD 88     -       314.53   (+/-2cm)    1031.9    (feet)  VERTCON   
 DV0467  ___________________________________________________________________
 DV0467  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DV0467  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DV0467  HORZ ORDER  -  SECOND
 DV0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0467
 DV0467.The horizontal coordinates were established by classical geodetic methods
 DV0467.and adjusted by the National Geodetic Survey in August 1993.
 DV0467
 DV0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0467.The vertical order pertains to the NGVD 29 superseded value.
 DV0467
 DV0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0467
 DV0467.The geoid height was determined by GEOID03.
 DV0467
 DV0467;                    North         East     Units Scale Factor Converg.
 DV0467;SPC AZ C     -   268,639.123   191,494.627   MT  0.99990589   -0 07 46.2
 DV0467;SPC AZ C     -   881,361.95    628,263.21   iFT  0.99990589   -0 07 46.2
 DV0467;UTM  12      - 3,698,728.644   392,917.707   MT  0.99974137   -0 38 04.1
 DV0467
 DV0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0467!SPC AZ C     -   0.99995534  x   0.99990589  =   0.99986123
 DV0467!UTM  12      -   0.99995534  x   0.99974137  =   0.99969672
 DV0467
 DV0467                          SUPERSEDED SURVEY CONTROL
 DV0467
 DV0467  NAD 83(1986)-  33 25 21.28085(N)    112 09 06.44355(W) AD(       ) 2
 DV0467  NAD 27      -  33 25 21.12250(N)    112 09 03.89960(W) AD(       ) 2
 DV0467  NGVD 29 (??/??/92)  313.891  (m)         1029.82   (f) ADJ UNCH    2 0
 DV0467
 DV0467.Superseded values are not recommended for survey control.
 DV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0467.See file dsdata.txt to determine how the superseded data were derived.
 DV0467
 DV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB9291898729(NAD 83)
 DV0467_MARKER: DD = SURVEY DISK
 DV0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0467_SP_SET: CULVERT
 DV0467_STAMPING: TT F6 1948
 DV0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0467
 DV0467  HISTORY     - Date     Condition        Report By
 DV0467  HISTORY     - 1962     MONUMENTED       USE
 DV0467  HISTORY     - 1962     GOOD             NGS
 DV0467  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0467  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0467
 DV0467                          STATION DESCRIPTION
 DV0467
 DV0467'DESCRIBED BY US ENGINEERS 1962
 DV0467'TO REACH THE STATION FROM THE JUNCTION OF BUCKEYE ROAD (U.S.
 DV0467'HIGHWAY 80) AND BLACK CANYON HIGHWAY (23RD AVENUE) IN THE
 DV0467'SOUTHWEST PART OF PHOENIX, GO WEST ON BUCKEYE ROAD FOR 2.5
 DV0467'MILES TO 43RD AVENUE, TURN LEFT, GO SOUTH ON 43RD AVENUE
 DV0467'FOR 1.0 MILE TO LOWER BUCKEYE ROAD AND STATION LOWER ON THE
 DV0467'LEFT.
 DV0467'
 DV0467'A STANDARD U.S. WAR DEPARTMENT CORPS OF
 DV0467'ENGINEERS BRONZE DISK SET IN A DRILL HOLE IN THE SOUTH END OF A
 DV0467'CONCRETE HEADWALL OF CULVERT AND IS STAMPED TT F6 1948.  THE MARK
 DV0467'IS 25 FEET EAST OF THE CENTER OF 43RD AVENUE, 23 FEET NORTH
 DV0467'OF THE CENTER OF LOWER BUCKEYE ROAD AND 16 FEET SOUTHWEST
 DV0467'OF A POWER POLE.
 DV0467
 DV0467                          STATION RECOVERY (1962)
 DV0467
 DV0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0467'3.1 MI SW FROM PHOENIX.
 DV0467'0.4 MILE WEST ALONG WEST DURANGO STREET FROM THE ARIZONA STATE HIGHWAY
 DV0467'DEPARTMENT DURANGO YARD IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE
 DV0467'SOUTH ALONG SOUTH 27TH AVENUE, THENCE 2.0 MILES WEST ALONG LOWER
 DV0467'BUCKEYE ROAD, AT THE JUNCTION OF SOUTH 43TH AVENUE, IN THE EAST END OF
 DV0467'THE HEADWALL OF A EAST-WEST CULVERT, 24 FT. WEST OF THE CENTER OF 43TH
 DV0467'AVENUE, 22 FT. SOUTH OF THE CENTER OF LOWER BUCKEYE ROAD, 43 FT. SOUTH
 DV0467'OF THE STREET POST, 1.0 FT. ABOVE THE LEVEL OF THE STREET.
 DV0467
 DV0467                          STATION RECOVERY (1992)
 DV0467
 DV0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0467'THE DESCRIBED HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
 DV0467
 DV0467                          STATION RECOVERY (2007)
 DV0467
 DV0467'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0467'BOTH ROADS HAVE BEEN WIDENED AND THE DESCRIBED LOCATION IS NOW UNDER
 DV0467'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0226 ***********************************************************************
 DV0226  DESIGNATION -  TT G 1
 DV0226  PID         -  DV0226
 DV0226  STATE/COUNTY-  AZ/MARICOPA
 DV0226  USGS QUAD   -  FOWLER (1982)
 DV0226
 DV0226                         *CURRENT SURVEY CONTROL
 DV0226  ___________________________________________________________________
 DV0226* NAD 83(1986)-  33 29 47.     (N)    112 08 11.     (W)     SCALED    
 DV0226* NAVD 88     -       341.01   (+/-2cm)    1118.8    (feet)  VERTCON   
 DV0226  ___________________________________________________________________
 DV0226  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DV0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0226
 DV0226.The horizontal coordinates were scaled from a topographic map and have
 DV0226.an estimated accuracy of +/- 6 seconds.
 DV0226
 DV0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0226.The vertical order pertains to the NGVD 29 superseded value.
 DV0226
 DV0226.The geoid height was determined by GEOID03.
 DV0226
 DV0226;                    North         East    Units  Estimated Accuracy
 DV0226;SPC AZ C     -   276,820.      192,940.      MT  (+/- 180 meters Scaled)
 DV0226
 DV0226                          SUPERSEDED SURVEY CONTROL
 DV0226
 DV0226  NGVD 29 (??/??/92)  340.419  (m)         1116.86   (f) ADJ UNCH    2 0
 DV0226
 DV0226.Superseded values are not recommended for survey control.
 DV0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0226.See file dsdata.txt to determine how the superseded data were derived.
 DV0226
 DV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC944068(NAD 83)
 DV0226_MARKER: DD = SURVEY DISK
 DV0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0226_SP_SET: HEADWALL
 DV0226_STAMPING: TT G1 1948
 DV0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0226
 DV0226  HISTORY     - Date     Condition        Report By
 DV0226  HISTORY     - 1948     MONUMENTED       DOD
 DV0226  HISTORY     - 1949     GOOD             NGS
 DV0226  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0226
 DV0226                          STATION DESCRIPTION
 DV0226
 DV0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0226'5.6 MI NW FROM PHOENIX.
 DV0226'5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0226'FROM THE UNION STATION AT PHOENIX, AT ALHAMBRA, ABOUT 83 YARDS NORTH
 DV0226'OF CULVERT B 189, ABOUT 49 YARDS NORTHEAST OF THE NORTHEAST RAIL, AT A
 DV0226'CULVERT UNDER U.S. HIGHWAY 60-70-89, 45 FEET SOUTHWEST OF THE CENTER
 DV0226'LINE OF THE HIGHWAY, AND ABOUT 2 FEET BELOW THE SURFACE OF THE TRACK.
 DV0226'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD
 DV0226'WALL.
 DV0226
 DV0226                          STATION RECOVERY (2006)
 DV0226
 DV0226'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0542 ***********************************************************************
 DV0542  DESIGNATION -  TT H 2
 DV0542  PID         -  DV0542
 DV0542  STATE/COUNTY-  AZ/MARICOPA
 DV0542  USGS QUAD   -  PHOENIX (1982)
 DV0542
 DV0542                         *CURRENT SURVEY CONTROL
 DV0542  ___________________________________________________________________
 DV0542* NAD 83(1986)-  33 28 49.     (N)    112 07 03.     (W)     SCALED    
 DV0542* NAVD 88     -       335.87   (+/-2cm)    1101.9    (feet)  VERTCON   
 DV0542  ___________________________________________________________________
 DV0542  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0542
 DV0542.The horizontal coordinates were scaled from a topographic map and have
 DV0542.an estimated accuracy of +/- 6 seconds.
 DV0542
 DV0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0542.The vertical order pertains to the NGVD 29 superseded value.
 DV0542
 DV0542.The geoid height was determined by GEOID03.
 DV0542
 DV0542;                    North         East    Units  Estimated Accuracy
 DV0542;SPC AZ C     -   275,030.      194,700.      MT  (+/- 180 meters Scaled)
 DV0542
 DV0542                          SUPERSEDED SURVEY CONTROL
 DV0542
 DV0542  NGVD 29 (??/??/92)  335.247  (m)         1099.89   (f) ADJ UNCH    2 0
 DV0542
 DV0542.Superseded values are not recommended for survey control.
 DV0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0542.See file dsdata.txt to determine how the superseded data were derived.
 DV0542
 DV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961050(NAD 83)
 DV0542_MARKER: DD = SURVEY DISK
 DV0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0542_SP_SET: CULVERT
 DV0542_STAMPING: TTH 2 1948
 DV0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0542
 DV0542  HISTORY     - Date     Condition        Report By
 DV0542  HISTORY     - 1948     MONUMENTED       DOD
 DV0542  HISTORY     - 1949     GOOD             NGS
 DV0542  HISTORY     - 20080424 MARK NOT FOUND   GEOCAC
 DV0542
 DV0542                          STATION DESCRIPTION
 DV0542
 DV0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DV0542'4.1 MI NW FROM PHOENIX.
 DV0542'4.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0542'FROM THE UNION STATION AT PHOENIX, AT CULVERT C 190, AT A ROAD
 DV0542'CROSSING, ABOUT 40 YARDS NORTHWEST OF THE CENTER LINE OF THE
 DV0542'INTERSECTION OF BLACK CANYON ROAD AND U.S. HIGHWAY 60-70-89, 7 FEET
 DV0542'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE SURFACE OF
 DV0542'THE TRACK.  SET IN THE TOP OF THE NORTHEAST CONCRETE HEAD WALL.
 DV0542
 DV0542                          STATION RECOVERY (2008)
 DV0542
 DV0542'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0542'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0542'MARK. THERE IS NO CULVERT IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0610 ***********************************************************************
 DV0610  DESIGNATION -  TT H 3
 DV0610  PID         -  DV0610
 DV0610  STATE/COUNTY-  AZ/MARICOPA
 DV0610  USGS QUAD   -  PHOENIX (1982)
 DV0610
 DV0610                         *CURRENT SURVEY CONTROL
 DV0610  ___________________________________________________________________
 DV0610* NAD 83(1986)-  33 27 57.     (N)    112 07 02.     (W)     SCALED    
 DV0610* NAVD 88     -       330.14   (+/-2cm)    1083.1    (feet)  VERTCON   
 DV0610  ___________________________________________________________________
 DV0610  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0610
 DV0610.The horizontal coordinates were scaled from a topographic map and have
 DV0610.an estimated accuracy of +/- 6 seconds.
 DV0610
 DV0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0610.The vertical order pertains to the NGVD 29 superseded value.
 DV0610
 DV0610.The geoid height was determined by GEOID03.
 DV0610
 DV0610;                    North         East    Units  Estimated Accuracy
 DV0610;SPC AZ C     -   273,430.      194,720.      MT  (+/- 180 meters Scaled)
 DV0610
 DV0610                          SUPERSEDED SURVEY CONTROL
 DV0610
 DV0610  NGVD 29 (??/??/92)  329.502  (m)         1081.04   (f) ADJ UNCH    2 0
 DV0610
 DV0610.Superseded values are not recommended for survey control.
 DV0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0610.See file dsdata.txt to determine how the superseded data were derived.
 DV0610
 DV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC961034(NAD 83)
 DV0610_MARKER: DD = SURVEY DISK
 DV0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0610_STAMPING: TT H 3 RESET AMS 1955
 DV0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0610+STABILITY: SURFACE MOTION
 DV0610
 DV0610  HISTORY     - Date     Condition        Report By
 DV0610  HISTORY     - 1955     MONUMENTED       DOD
 DV0610  HISTORY     - 1963     GOOD             NGS
 DV0610  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0610  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0610
 DV0610                          STATION DESCRIPTION
 DV0610
 DV0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0610'IN PHOENIX.
 DV0610'AT THE INTERSECTION OF NORTH 27TH AVENUE AND WEST MCDOWELL ROAD IN THE
 DV0610'WEST PART OF PHOENIX, AT THE NORTHWEST CORNER OF THE INTERSECTION, 33
 DV0610'FEET WEST OF THE CENTER OF NORTH 27TH AVENUE, 30 FEET NORTH OF THE
 DV0610'CENTER OF WEST MCDOWELL ROAD, 4 FEET NORTH OF A FIRE HYDRANT, 4 FEET
 DV0610'NORTHWEST OF POWER POLE NO. 52, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DV0610'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0610
 DV0610                          STATION RECOVERY (1996)
 DV0610
 DV0610'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0610'MARK NOT FOUND.
 DV0610
 DV0610                          STATION RECOVERY (2007)
 DV0610
 DV0610'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0610'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0610'MARK. THE DESCRIBED LOCATION IS WITHIN THE CURRENT INTERSECTION.
 DV0610'ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0471 ***********************************************************************
 DV0471  DESIGNATION -  TT H 6
 DV0471  PID         -  DV0471
 DV0471  STATE/COUNTY-  AZ/MARICOPA
 DV0471  USGS QUAD   -  PHOENIX (1982)
 DV0471
 DV0471                         *CURRENT SURVEY CONTROL
 DV0471  ___________________________________________________________________
 DV0471* NAD 83(1986)-  33 25 20.     (N)    112 07 02.     (W)     SCALED    
 DV0471* NAVD 88     -       320.27   (+/-2cm)    1050.8    (feet)  VERTCON   
 DV0471  ___________________________________________________________________
 DV0471  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0471
 DV0471.The horizontal coordinates were scaled from a topographic map and have
 DV0471.an estimated accuracy of +/- 6 seconds.
 DV0471
 DV0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0471.The vertical order pertains to the NGVD 29 superseded value.
 DV0471
 DV0471.The geoid height was determined by GEOID03.
 DV0471
 DV0471;                    North         East    Units  Estimated Accuracy
 DV0471;SPC AZ C     -   268,590.      194,710.      MT  (+/- 180 meters Scaled)
 DV0471
 DV0471                          SUPERSEDED SURVEY CONTROL
 DV0471
 DV0471  NGVD 29 (??/??/92)  319.618  (m)         1048.61   (f) ADJ UNCH    2 0
 DV0471
 DV0471.Superseded values are not recommended for survey control.
 DV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0471.See file dsdata.txt to determine how the superseded data were derived.
 DV0471
 DV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB961986(NAD 83)
 DV0471_MARKER: DD = SURVEY DISK
 DV0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0471_SP_SET: CULVERT
 DV0471_STAMPING: TT H6 1948
 DV0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0471
 DV0471  HISTORY     - Date     Condition        Report By
 DV0471  HISTORY     - 1948     MONUMENTED       DOD
 DV0471  HISTORY     - 1962     GOOD             NGS
 DV0471  HISTORY     - 19920311 MARK NOT FOUND   NGS
 DV0471  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0471
 DV0471                          STATION DESCRIPTION
 DV0471
 DV0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0471'IN PHOENIX.
 DV0471'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.S.H.D.) DURANGO YARD
 DV0471'IN THE SOUTH PART OF PHOENIX, THENCE 0.7 MILE SOUTH ALONG SOUTH 27TH
 DV0471'AVENUE TO START OF LOWER BUCKEYE RD. AND THE MARK.  THE MARK IS
 DV0471'LOCATED 9.8 FT. WEST OF THE STREET POST, 19 FT. FROM THE CENTER OF
 DV0471'LOWER BUCKEYE, 22 FT. FROM CENTER OF 27TH AVENUE, 52.5 FT. SOUTH OF
 DV0471'POWER POLE 11-EN, PROJECTING 1 FT. ABOVE THE LEVEL OF THE STREET. THE
 DV0471'MARK IS LOCATED IN SOUTH HEADWALL OF THE CULVERT OF A IRRIGATION
 DV0471'DRAINAGE CANAL.
 DV0471
 DV0471                          STATION RECOVERY (1992)
 DV0471
 DV0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0471'THE DESCRIBED HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
 DV0471
 DV0471                          STATION RECOVERY (2007)
 DV0471
 DV0471'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0471'BOTH ROADS HAVE BEEN WIDENED, THE CULVERT HAS BEEN REMOVED AND THE
 DV0471'DESCRIBED LOCATION IS NOW UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0695 ***********************************************************************
 DV0695  DESIGNATION -  TT N 7
 DV0695  PID         -  DV0695
 DV0695  STATE/COUNTY-  AZ/MARICOPA
 DV0695  USGS QUAD   -  PHOENIX (1982)
 DV0695
 DV0695                         *CURRENT SURVEY CONTROL
 DV0695  ___________________________________________________________________
 DV0695* NAD 83(1986)-  33 24 24.     (N)    112 01 47.     (W)     SCALED    
 DV0695* NAVD 88     -       336.28   (+/-2cm)    1103.3    (feet)  VERTCON   
 DV0695  ___________________________________________________________________
 DV0695  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0695
 DV0695.The horizontal coordinates were scaled from a topographic map and have
 DV0695.an estimated accuracy of +/- 6 seconds.
 DV0695
 DV0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0695.The vertical order pertains to the NGVD 29 superseded value.
 DV0695
 DV0695.The geoid height was determined by GEOID03.
 DV0695
 DV0695;                    North         East    Units  Estimated Accuracy
 DV0695;SPC AZ C     -   266,860.      202,840.      MT  (+/- 180 meters Scaled)
 DV0695
 DV0695                          SUPERSEDED SURVEY CONTROL
 DV0695
 DV0695  NGVD 29 (??/??/92)  335.632  (m)         1101.15   (f) ADJ UNCH    2 0
 DV0695
 DV0695.Superseded values are not recommended for survey control.
 DV0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0695.See file dsdata.txt to determine how the superseded data were derived.
 DV0695
 DV0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB042968(NAD 83)
 DV0695_MARKER: DD = SURVEY DISK
 DV0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0695_STAMPING: TT N 7 1948 RESET 1955
 DV0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0695+STABILITY: SURFACE MOTION
 DV0695
 DV0695  HISTORY     - Date     Condition        Report By
 DV0695  HISTORY     - 1955     MONUMENTED       DOD
 DV0695  HISTORY     - 1962     GOOD             NGS
 DV0695  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0695  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV0695
 DV0695                          STATION DESCRIPTION
 DV0695
 DV0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0695'5.6 MI SE FROM PHOENIX.
 DV0695'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DV0695'THE UNION STATION AT PHOENIX, THENCE 2.7 MILES SOUTH ALONG SOUTH 24TH
 DV0695'STREET, AT THE JUNCTION OF SOUTH 24TH STREET AND BROADWAY, 31.5 FEET
 DV0695'SOUTH OF THE CENTER OF BROADWAY, 80.5 FEET WEST OF THE CENTER OF 24TH
 DV0695'STREET, 25.5 FEET NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A
 DV0695'CONCRETE PIPE CULVERT, 20.5 FEET EAST OF A POWER POLE, AND SET IN TOP
 DV0695'OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THIS MARK MAY ALSO
 DV0695'BE REACHED FROM THE JUNCTION OF EAST BROADWAY AND SOUTH CENTRAL AVENUE
 DV0695'IN THE SOUTH PART OF PHOENIX BY GOING 2.5 MILES EAST ALONG EAST
 DV0695'BROADWAY.
 DV0695
 DV0695                          STATION RECOVERY (1967)
 DV0695
 DV0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0695'MARK NOT FOUND.
 DV0695
 DV0695                          STATION RECOVERY (2007)
 DV0695
 DV0695'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0695'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0695'MARK. THE DESCRIBED AREA IS NOW A FLAT GRADED LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0668 ***********************************************************************
 DV0668  DESIGNATION -  TT P 3
 DV0668  PID         -  DV0668
 DV0668  STATE/COUNTY-  AZ/MARICOPA
 DV0668  USGS QUAD   -  PHOENIX (1982)
 DV0668
 DV0668                         *CURRENT SURVEY CONTROL
 DV0668  ___________________________________________________________________
 DV0668* NAD 83(1986)-  33 27 57.     (N)    112 00 47.     (W)     SCALED    
 DV0668* NAVD 88     -       347.90   (+/-2cm)    1141.4    (feet)  VERTCON   
 DV0668  ___________________________________________________________________
 DV0668  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0668
 DV0668.The horizontal coordinates were scaled from a topographic map and have
 DV0668.an estimated accuracy of +/- 6 seconds.
 DV0668
 DV0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0668.The vertical order pertains to the NGVD 29 superseded value.
 DV0668
 DV0668.The geoid height was determined by GEOID03.
 DV0668
 DV0668;                    North         East    Units  Estimated Accuracy
 DV0668;SPC AZ C     -   273,420.      204,400.      MT  (+/- 180 meters Scaled)
 DV0668
 DV0668                          SUPERSEDED SURVEY CONTROL
 DV0668
 DV0668  NGVD 29 (??/??/92)  347.254  (m)         1139.28   (f) ADJ UNCH    2 0
 DV0668
 DV0668.Superseded values are not recommended for survey control.
 DV0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0668.See file dsdata.txt to determine how the superseded data were derived.
 DV0668
 DV0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058033(NAD 83)
 DV0668_MARKER: DD = SURVEY DISK
 DV0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0668_STAMPING: TT P 3 1948 RESET A.M.S. 1956
 DV0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0668+STABILITY: SURFACE MOTION
 DV0668
 DV0668  HISTORY     - Date     Condition        Report By
 DV0668  HISTORY     - 1956     MONUMENTED       DOD
 DV0668  HISTORY     - 1963     GOOD             NGS
 DV0668  HISTORY     - 20060823 MARK NOT FOUND   GEOCAC
 DV0668
 DV0668                          STATION DESCRIPTION
 DV0668
 DV0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0668'IN PHOENIX.
 DV0668'AT THE INTERSECTION OF NORTH 32ND STREET AND EAST MCDOWELL ROAD IN THE
 DV0668'EAST PART OF PHOENIX, 35 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DV0668'ROAD, 27 FEET WEST OF THE CENTER OF NORTH 32ND STREET, 5 FEET SOUTH OF
 DV0668'A FIRE HYDRANT, 2 FEET NORTHWEST OF A POWER POLE, 2 FEET WEST OF THE
 DV0668'WEST SIDE OF A CONCRETE IRRIGATION CONTROL BOX, ABOUT 0.5 FOOT ABOVE
 DV0668'THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DV0668'4 INCHES.
 DV0668
 DV0668                          STATION RECOVERY (2006)
 DV0668
 DV0668'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0668'A BUILDING HAS BEEN BUILT AT THE DESCRIBED LOCATION. ASSUMED
 DV0668'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0696 ***********************************************************************
 DV0696  DESIGNATION -  TT P 7
 DV0696  PID         -  DV0696
 DV0696  STATE/COUNTY-  AZ/MARICOPA
 DV0696  USGS QUAD   -  PHOENIX (1982)
 DV0696
 DV0696                         *CURRENT SURVEY CONTROL
 DV0696  ___________________________________________________________________
 DV0696* NAD 83(1986)-  33 24 25.     (N)    112 00 45.     (W)     SCALED    
 DV0696* NAVD 88     -       339.75   (+/-2cm)    1114.7    (feet)  VERTCON   
 DV0696  ___________________________________________________________________
 DV0696  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0696
 DV0696.The horizontal coordinates were scaled from a topographic map and have
 DV0696.an estimated accuracy of +/- 6 seconds.
 DV0696
 DV0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0696.The vertical order pertains to the NGVD 29 superseded value.
 DV0696
 DV0696.The geoid height was determined by GEOID03.
 DV0696
 DV0696;                    North         East    Units  Estimated Accuracy
 DV0696;SPC AZ C     -   266,890.      204,450.      MT  (+/- 180 meters Scaled)
 DV0696
 DV0696                          SUPERSEDED SURVEY CONTROL
 DV0696
 DV0696  NGVD 29 (??/??/92)  339.101  (m)         1112.53   (f) ADJ UNCH    2 0
 DV0696
 DV0696.Superseded values are not recommended for survey control.
 DV0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0696.See file dsdata.txt to determine how the superseded data were derived.
 DV0696
 DV0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB058968(NAD 83)
 DV0696_MARKER: DD = SURVEY DISK
 DV0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0696_STAMPING: TT P 7 1948 RESET 1955
 DV0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0696+STABILITY: SURFACE MOTION
 DV0696
 DV0696  HISTORY     - Date     Condition        Report By
 DV0696  HISTORY     - 1955     MONUMENTED       DOD
 DV0696  HISTORY     - 1962     GOOD             NGS
 DV0696  HISTORY     - 1967     GOOD             NGS
 DV0696  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0696  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV0696
 DV0696                          STATION DESCRIPTION
 DV0696
 DV0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0696'3.5 MI E FROM PHOENIX.
 DV0696'3.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DV0696'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, AT THE JUNCTION
 DV0696'OF EAST BROADWAY AND 32ND STREET, 30 FEET SOUTH OF THE CENTER OF EAST
 DV0696'BROADWAY, 37 FEET EAST OF THE CENTER OF 32ND STREET, 2.5 FEET
 DV0696'SOUTHEAST OF THE EAST END THE HEADWALL OF A CULVERT, 2.5 FEET NORTH OF
 DV0696'A FENCE CORNER, 1.3 FEET WEST OF A METAL WITNESS POST, AND SET IN TOP
 DV0696'OF A CONCRETE POST FLUSH WITH THE GROUND.
 DV0696
 DV0696                          STATION RECOVERY (1967)
 DV0696
 DV0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0696'RECOVERED IN GOOD CONDITION.
 DV0696
 DV0696                          STATION RECOVERY (1992)
 DV0696
 DV0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0696'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 DV0696'DESTROYED.
 DV0696
 DV0696                          STATION RECOVERY (2007)
 DV0696
 DV0696'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0696'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0696'MARK. THE INTERSECTION HAS EXPANDED, AND THE DESCRIBED LOCATION IS
 DV0696'INSIDE THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0854 ***********************************************************************
 DU0854  DESIGNATION -  TT Q 3
 DU0854  PID         -  DU0854
 DU0854  STATE/COUNTY-  AZ/MARICOPA
 DU0854  USGS QUAD   -  TEMPE (1982)
 DU0854
 DU0854                         *CURRENT SURVEY CONTROL
 DU0854  ___________________________________________________________________
 DU0854* NAD 83(1986)-  33 27 57.     (N)    111 59 43.     (W)     SCALED    
 DU0854* NAVD 88     -       355.34   (+/-2cm)    1165.8    (feet)  VERTCON   
 DU0854  ___________________________________________________________________
 DU0854  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0854
 DU0854.The horizontal coordinates were scaled from a topographic map and have
 DU0854.an estimated accuracy of +/- 6 seconds.
 DU0854
 DU0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0854.The vertical order pertains to the NGVD 29 superseded value.
 DU0854
 DU0854.The geoid height was determined by GEOID03.
 DU0854
 DU0854;                    North         East    Units  Estimated Accuracy
 DU0854;SPC AZ C     -   273,410.      206,050.      MT  (+/- 180 meters Scaled)
 DU0854
 DU0854                          SUPERSEDED SURVEY CONTROL
 DU0854
 DU0854  NGVD 29 (??/??/92)  354.695  (m)         1163.70   (f) ADJ UNCH    2 0
 DU0854
 DU0854.Superseded values are not recommended for survey control.
 DU0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0854.See file dsdata.txt to determine how the superseded data were derived.
 DU0854
 DU0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC075033(NAD 83)
 DU0854_MARKER: DD = SURVEY DISK
 DU0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0854_SP_SET: HEADGATE
 DU0854_STAMPING: TT Q 3 1948
 DU0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0854
 DU0854  HISTORY     - Date     Condition        Report By
 DU0854  HISTORY     - 1948     MONUMENTED       USE
 DU0854  HISTORY     - 1963     GOOD             NGS
 DU0854  HISTORY     - 1970     MARK NOT FOUND   DOD
 DU0854
 DU0854                          STATION DESCRIPTION
 DU0854
 DU0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0854'IN PHOENIX.
 DU0854'AT THE INTERSECTION OF EAST MCDOWELL ROAD, AND NORTH 40TH STREET IN
 DU0854'THE EAST PART OF PHOENIX, 26 FEET SOUTH OF THE CENTER OF EAST MCDOWELL
 DU0854'ROAD, 26 FEET EAST OF THE CENTER OF NORTH 40TH STREET, SET IN TOP OF
 DU0854'THE NORTH END OF A CONCRETE IRRIGATION CANAL HEAD GATE, ABOUT 0.5 FOOT
 DU0854'ABOVE THE LEVEL OF THE ROAD.
 DU0854
 DU0854                          STATION RECOVERY (1970)
 DU0854
 DU0854'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 DU0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0975 ***********************************************************************
 DU0975  DESIGNATION -  TT Q 7
 DU0975  PID         -  DU0975
 DU0975  STATE/COUNTY-  AZ/MARICOPA
 DU0975  USGS QUAD   -  TEMPE (1982)
 DU0975
 DU0975                         *CURRENT SURVEY CONTROL
 DU0975  ___________________________________________________________________
 DU0975* NAD 83(1986)-  33 24 24.     (N)    111 59 43.     (W)     SCALED    
 DU0975* NAVD 88     -       344.33   (+/-2cm)    1129.7    (feet)  VERTCON   
 DU0975  ___________________________________________________________________
 DU0975  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0975
 DU0975.The horizontal coordinates were scaled from a topographic map and have
 DU0975.an estimated accuracy of +/- 6 seconds.
 DU0975
 DU0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0975.The vertical order pertains to the NGVD 29 superseded value.
 DU0975
 DU0975.The geoid height was determined by GEOID03.
 DU0975
 DU0975;                    North         East    Units  Estimated Accuracy
 DU0975;SPC AZ C     -   266,850.      206,050.      MT  (+/- 180 meters Scaled)
 DU0975
 DU0975                          SUPERSEDED SURVEY CONTROL
 DU0975
 DU0975  NGVD 29 (??/??/92)  343.692  (m)         1127.60   (f) ADJ UNCH    2 0
 DU0975
 DU0975.Superseded values are not recommended for survey control.
 DU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0975.See file dsdata.txt to determine how the superseded data were derived.
 DU0975
 DU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB074968(NAD 83)
 DU0975_MARKER: DD = SURVEY DISK
 DU0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0975_STAMPING: TT Q 7 1948 RESET 1955
 DU0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0975+STABILITY: SURFACE MOTION
 DU0975
 DU0975  HISTORY     - Date     Condition        Report By
 DU0975  HISTORY     - 1955     MONUMENTED       DOD
 DU0975  HISTORY     - 1962     GOOD             NGS
 DU0975  HISTORY     - 1967     GOOD             NGS
 DU0975  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0975  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU0975
 DU0975                          STATION DESCRIPTION
 DU0975
 DU0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0975'4.5 MI E FROM PHOENIX.
 DU0975'4.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DU0975'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, AT THE JUNCTION
 DU0975'OF EAST BROADWAY AND 40TH STREET, 44 FEET NORTH OF THE CENTER OF EAST
 DU0975'BROADWAY, 72 FEET WEST OF THE CENTER OF 40TH STREET, 38.5 FEET
 DU0975'NORTHWEST OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE BOX
 DU0975'CULVERT UNDER 40TH STREET, 3 FEET SOUTHEAST OF POWER POLE NO. 515, 1.0
 DU0975'FEET NORTH OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DU0975'FLUSH WITH THE GROUND.
 DU0975
 DU0975                          STATION RECOVERY (1967)
 DU0975
 DU0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0975'RECOVERED IN GOOD CONDITION.
 DU0975
 DU0975                          STATION RECOVERY (1992)
 DU0975
 DU0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0975'THERE IS A NEW BUILDING AT THE DESCRIBED LOCATION.  ASSUMED
 DU0975'DESTROYED.
 DU0975
 DU0975                          STATION RECOVERY (2008)
 DU0975
 DU0975'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0975'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0975'MARK. A BANK OF AMERICA BRANCH HAS BEEN BUILT AT THE DESCRIBED
 DU0975'LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0965 ***********************************************************************
 DU0965  DESIGNATION -  TT R 6
 DU0965  PID         -  DU0965
 DU0965  STATE/COUNTY-  AZ/MARICOPA
 DU0965  USGS QUAD   -  TEMPE (1982)
 DU0965
 DU0965                         *CURRENT SURVEY CONTROL
 DU0965  ___________________________________________________________________
 DU0965* NAD 83(1986)-  33 25 17.     (N)    111 58 41.     (W)     SCALED    
 DU0965* NAVD 88     -       347.51   (+/-2cm)    1140.1    (feet)  VERTCON   
 DU0965  ___________________________________________________________________
 DU0965  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0965
 DU0965.The horizontal coordinates were scaled from a topographic map and have
 DU0965.an estimated accuracy of +/- 6 seconds.
 DU0965
 DU0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0965.The vertical order pertains to the NGVD 29 superseded value.
 DU0965
 DU0965.The geoid height was determined by GEOID03.
 DU0965
 DU0965;                    North         East    Units  Estimated Accuracy
 DU0965;SPC AZ C     -   268,480.      207,650.      MT  (+/- 180 meters Scaled)
 DU0965
 DU0965                          SUPERSEDED SURVEY CONTROL
 DU0965
 DU0965  NGVD 29 (??/??/92)  346.867  (m)         1138.01   (f) ADJ UNCH    2 0
 DU0965
 DU0965.Superseded values are not recommended for survey control.
 DU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0965.See file dsdata.txt to determine how the superseded data were derived.
 DU0965
 DU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090984(NAD 83)
 DU0965_MARKER: DD = SURVEY DISK
 DU0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0965_STAMPING: TT R 6 1963
 DU0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0965+STABILITY: SURFACE MOTION
 DU0965
 DU0965  HISTORY     - Date     Condition        Report By
 DU0965  HISTORY     - 1963     MONUMENTED       USE
 DU0965  HISTORY     - 1963     GOOD             NGS
 DU0965  HISTORY     - 20070717 MARK NOT FOUND   GEOCAC
 DU0965
 DU0965                          STATION DESCRIPTION
 DU0965
 DU0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0965'1.75 MI S FROM PHOENIX.
 DU0965'1.75 MILES SOUTH ALONG SOUTH 48TH STREET FROM THE INTERSECTION OF
 DU0965'SOUTH 48TH STREET AND EAST WASHINGTON STREET IN THE EAST PART OF
 DU0965'PHOENIX, AT THE INTERSECTION OF 48TH STREET AND TRANSMISSION ROAD, 42
 DU0965'FEET WEST OF THE CENTER OF SOUTH 48TH STREET, 23.5 FEET SOUTH OF THE
 DU0965'CENTER OF TRANSMISSION ROAD, 10.5 FEET NORTHWEST OF AN IRRIGATION HEAD
 DU0965'GATE, 12 FEET EAST-SOUTHEAST OF A POWER POLE, ABOUT 1.5 FEET ABOVE THE
 DU0965'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 12
 DU0965'INCHES.
 DU0965
 DU0965                          STATION RECOVERY (2007)
 DU0965
 DU0965'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0965'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0965'MARK. THE AREA HAS CHANGED CONSIDERABLY OVER THE YEARS. THE DESCRIBED
 DU0965'LOCATION IS NOW THE SOUTHBOUND ON RAMP FOR THE HOHOKAM EXPRESSWAY (SR
 DU0965'143), WHICH HAS BEEN BUILT ALONG THE OLD ALIGNMENT OF S 48TH ST.
 DU0965'ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0966 ***********************************************************************
 DU0966  DESIGNATION -  TT R 6 RESET
 DU0966  PID         -  DU0966
 DU0966  STATE/COUNTY-  AZ/MARICOPA
 DU0966  USGS QUAD   -  TEMPE (1982)
 DU0966
 DU0966                         *CURRENT SURVEY CONTROL
 DU0966  ___________________________________________________________________
 DU0966* NAD 83(1986)-  33 25 17.     (N)    111 58 41.     (W)     SCALED    
 DU0966* NAVD 88     -       347.51   (+/-2cm)    1140.1    (feet)  VERTCON   
 DU0966  ___________________________________________________________________
 DU0966  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0966  VERT ORDER  -  THIRD (See Below)
 DU0966
 DU0966.The horizontal coordinates were scaled from a topographic map and have
 DU0966.an estimated accuracy of +/- 6 seconds.
 DU0966
 DU0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0966.The vertical order pertains to the NGVD 29 superseded value.
 DU0966
 DU0966.The geoid height was determined by GEOID03.
 DU0966
 DU0966;                    North         East    Units  Estimated Accuracy
 DU0966;SPC AZ C     -   268,480.      207,650.      MT  (+/- 180 meters Scaled)
 DU0966
 DU0966                          SUPERSEDED SURVEY CONTROL
 DU0966
 DU0966  NGVD 29 (03/28/06)  346.87   (m)         1138.0    (f) RESET       3  
 DU0966
 DU0966.Superseded values are not recommended for survey control.
 DU0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0966.See file dsdata.txt to determine how the superseded data were derived.
 DU0966
 DU0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090984(NAD 83)
 DU0966_MARKER: DD = SURVEY DISK
 DU0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0966_STAMPING: R 6 RESET 1967 AMS
 DU0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0966+STABILITY: SURFACE MOTION
 DU0966
 DU0966  HISTORY     - Date     Condition        Report By
 DU0966  HISTORY     - 1967     MONUMENTED       AZDT
 DU0966  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0966
 DU0966                          STATION DESCRIPTION
 DU0966
 DU0966'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1967
 DU0966'6.5 MI E FROM PHOENIX.
 DU0966'ABOUT 5.5 MILES EAST ALONG EAST BROADWAY FROM THE INTERSECTION OF
 DU0966'BROADWAY AND SOUTH CENTRAL AVENUE IN PHOENIX, THENCE 1.0 MILES NORTH
 DU0966'ALONG SOUTH 48TH STREET TO THE INTERSECTION OF TRANSMISSION ROAD, 193
 DU0966'FEET NORTH OF TRANSMISSION ROAD, 35.5 FEET WEST OF THE CENTER LINE OF
 DU0966'SOUTH 48TH STREET, 2.5 FEET WEST OF A WIRE FENCE, 87.7 FEET
 DU0966'NORTH-NORTHWEST OF A TELEPHONE CABLE POLE NUMBER 30, 67.7 FEET
 DU0966'WEST-SOUTHWEST OF POWER POLE SRPD 40, AND SET IN THE TOP OF A CONCRETE
 DU0966'POST PROJECTING 3 INCHES.
 DU0966
 DU0966                          STATION RECOVERY (2006)
 DU0966
 DU0966'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0966'DID NOT FIND THE STATION MARK. A RAMP FOR STATE ROUTE 143 CAUSED THE
 DU0966'RE-ALIGNMENT OF 48TH STREET IN THIS AREA AND THERE IS NOW A CONCRETE
 DU0966'CANAL AND DECORATIVE GRAVEL IN THE AREA. TRANSMISSION ROAD IS NOW
 DU0966'UNIVERSITY DRIVE, THERE IS NO LONGER A TELEPHONE POLE, POWER POLE
 DU0966'POST, OR WIRE FENCE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0976 ***********************************************************************
 DU0976  DESIGNATION -  TT R 7
 DU0976  PID         -  DU0976
 DU0976  STATE/COUNTY-  AZ/MARICOPA
 DU0976  USGS QUAD   -  TEMPE (1982)
 DU0976
 DU0976                         *CURRENT SURVEY CONTROL
 DU0976  ___________________________________________________________________
 DU0976* NAD 83(1986)-  33 24 24.     (N)    111 58 41.     (W)     SCALED    
 DU0976* NAVD 88     -       347.62   (+/-2cm)    1140.5    (feet)  VERTCON   
 DU0976  ___________________________________________________________________
 DU0976  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU0976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0976
 DU0976.The horizontal coordinates were scaled from a topographic map and have
 DU0976.an estimated accuracy of +/- 6 seconds.
 DU0976
 DU0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0976.The vertical order pertains to the NGVD 29 superseded value.
 DU0976
 DU0976.The geoid height was determined by GEOID03.
 DU0976
 DU0976;                    North         East    Units  Estimated Accuracy
 DU0976;SPC AZ C     -   266,850.      207,650.      MT  (+/- 180 meters Scaled)
 DU0976
 DU0976                          SUPERSEDED SURVEY CONTROL
 DU0976
 DU0976  NGVD 29 (??/??/92)  346.982  (m)         1138.39   (f) ADJ UNCH    2 0
 DU0976
 DU0976.Superseded values are not recommended for survey control.
 DU0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0976.See file dsdata.txt to determine how the superseded data were derived.
 DU0976
 DU0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB090967(NAD 83)
 DU0976_MARKER: DD = SURVEY DISK
 DU0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0976_STAMPING: TT R 7 1960
 DU0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0976+STABILITY: SURFACE MOTION
 DU0976
 DU0976  HISTORY     - Date     Condition        Report By
 DU0976  HISTORY     - 1960     MONUMENTED       DOD
 DU0976  HISTORY     - 1963     GOOD             NGS
 DU0976  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DU0976  HISTORY     - 20080508 MARK NOT FOUND   GEOCAC
 DU0976
 DU0976                          STATION DESCRIPTION
 DU0976
 DU0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0976'5.5 MI E FROM PHOENIX.
 DU0976'5.5 MILES EAST ALONG EAST BROADWAY FROM THE JUNCTION OF EAST BROADWAY
 DU0976'AND SOUTH CENTRAL AVENUE IN THE SOUTH PART OF PHOENIX, AT THE JUNCTION
 DU0976'OF EAST BROADWAY AND SOUTH 48TH STREET, 52 FEET NORTH OF THE CENTER OF
 DU0976'EAST BROADWAY, 18.5 FEET WEST OF THE CENTER OF SOUTH 48TH STREET, 7
 DU0976'FEET SOUTHEAST OF A FENCE CORNER, 7.8 FEET NORTHWEST OF THE NORTH END
 DU0976'OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT UNDER 48TH STREET,
 DU0976'ABOUT LEVEL WITH THE STREET, AND SET IN TOP OF A CONCRETE POST FLUSH
 DU0976'WITH THE GROUND.
 DU0976
 DU0976                          STATION RECOVERY (1992)
 DU0976
 DU0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0976'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 DU0976'DESTROYED.
 DU0976
 DU0976                          STATION RECOVERY (2008)
 DU0976
 DU0976'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0976'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0976'MARK. THE DESCRIBED LOCATION IS IN THE SOUTHBOUND LANES OF 48TH
 DU0976'STREET. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0980 ***********************************************************************
 DU0980  DESIGNATION -  TT S 10
 DU0980  PID         -  DU0980
 DU0980  STATE/COUNTY-  AZ/MARICOPA
 DU0980  USGS QUAD   -  GUADALUPE (1982)
 DU0980
 DU0980                         *CURRENT SURVEY CONTROL
 DU0980  ___________________________________________________________________
 DU0980* NAD 83(1986)-  33 21 49.     (N)    111 57 47.     (W)     SCALED    
 DU0980* NAVD 88     -       381.04   (+/-2cm)    1250.1    (feet)  VERTCON   
 DU0980  ___________________________________________________________________
 DU0980  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DU0980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0980
 DU0980.The horizontal coordinates were scaled from a topographic map and have
 DU0980.an estimated accuracy of +/- 6 seconds.
 DU0980
 DU0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0980.The vertical order pertains to the NGVD 29 superseded value.
 DU0980
 DU0980.The geoid height was determined by GEOID03.
 DU0980
 DU0980;                    North         East    Units  Estimated Accuracy
 DU0980;SPC AZ C     -   262,080.      209,040.      MT  (+/- 180 meters Scaled)
 DU0980
 DU0980                          SUPERSEDED SURVEY CONTROL
 DU0980
 DU0980  NGVD 29 (??/??/92)  380.428  (m)         1248.12   (f) ADJ UNCH    2 0
 DU0980
 DU0980.Superseded values are not recommended for survey control.
 DU0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0980.See file dsdata.txt to determine how the superseded data were derived.
 DU0980
 DU0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB104920(NAD 83)
 DU0980_MARKER: DD = SURVEY DISK
 DU0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0980_STAMPING: TT S 10 1948
 DU0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0980+STABILITY: SURFACE MOTION
 DU0980
 DU0980  HISTORY     - Date     Condition        Report By
 DU0980  HISTORY     - 1948     MONUMENTED       USE
 DU0980  HISTORY     - 1962     GOOD             NGS
 DU0980
 DU0980                          STATION DESCRIPTION
 DU0980
 DU0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0980'0.6 MI S FROM GUADALUPE.
 DU0980'0.6 MILE SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0980'GUADALUPE, AT THE JUNCTION OF GUADALUPE STREET, 36 FEET EAST OF THE
 DU0980'CENTER OF SOUTH 56TH STREET, 36 FEET NORTH OF THE CENTER OF GUADALUPE
 DU0980'STREET, 13.5 FEET EAST OF A WIRE BRACED POWER POLE, 3.4 FEET NORTHEAST
 DU0980'OF A G.L.O.S. PIPE MARK, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT
 DU0980'LEVEL WITH THE STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 DU0980'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0984 ***********************************************************************
 DU0984  DESIGNATION -  TT S 12
 DU0984  PID         -  DU0984
 DU0984  STATE/COUNTY-  AZ/MARICOPA
 DU0984  USGS QUAD   -  GUADALUPE (1982)
 DU0984
 DU0984                         *CURRENT SURVEY CONTROL
 DU0984  ___________________________________________________________________
 DU0984* NAD 83(1986)-  33 20 03.     (N)    111 57 47.     (W)     SCALED    
 DU0984* NAVD 88     -       372.32   (+/-2cm)    1221.5    (feet)  VERTCON   
 DU0984  ___________________________________________________________________
 DU0984  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DU0984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0984
 DU0984.The horizontal coordinates were scaled from a topographic map and have
 DU0984.an estimated accuracy of +/- 6 seconds.
 DU0984
 DU0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0984.The vertical order pertains to the NGVD 29 superseded value.
 DU0984
 DU0984.The geoid height was determined by GEOID03.
 DU0984
 DU0984;                    North         East    Units  Estimated Accuracy
 DU0984;SPC AZ C     -   258,810.      209,040.      MT  (+/- 180 meters Scaled)
 DU0984
 DU0984                          SUPERSEDED SURVEY CONTROL
 DU0984
 DU0984  NGVD 29 (??/??/92)  371.728  (m)         1219.58   (f) ADJ UNCH    2 0
 DU0984
 DU0984.Superseded values are not recommended for survey control.
 DU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0984.See file dsdata.txt to determine how the superseded data were derived.
 DU0984
 DU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB103887(NAD 83)
 DU0984_MARKER: DD = SURVEY DISK
 DU0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0984_STAMPING: TT S 12 1960
 DU0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0984+STABILITY: SURFACE MOTION
 DU0984
 DU0984  HISTORY     - Date     Condition        Report By
 DU0984  HISTORY     - 1960     MONUMENTED       USE
 DU0984  HISTORY     - 1962     GOOD             NGS
 DU0984  HISTORY     - 20010221 MARK NOT FOUND   MCDOT
 DU0984  HISTORY     - 20071113 MARK NOT FOUND   GEOCAC
 DU0984
 DU0984                          STATION DESCRIPTION
 DU0984
 DU0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0984'2.6 MI S FROM GUADALUPE.
 DU0984'2.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0984'GUADALUPE, AT THE JUNCTION OF WARNER ROAD, 23 FEET WEST OF THE CENTER
 DU0984'OF SOUTH 56TH STREET, 33 FEET NORTH OF THE CENTER OF WARNER ROAD, 3
 DU0984'FEET NORTHEAST OF POWER POLE NO. 15-81, 1.5 FEET NORTHEAST OF A METAL
 DU0984'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN
 DU0984'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU0984
 DU0984                          STATION RECOVERY (2001)
 DU0984
 DU0984'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DU0984'MARK NOT FOUND.
 DU0984
 DU0984                          STATION RECOVERY (2007)
 DU0984
 DU0984'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0984'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0984'MARK.
 DU0984'THE INTERSECTION HAS BEEN EXPANDED IN BOTH DIRECTIONS. ASSUMED
 DU0984'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0986 ***********************************************************************
 DU0986  DESIGNATION -  TT S 13
 DU0986  PID         -  DU0986
 DU0986  STATE/COUNTY-  AZ/MARICOPA
 DU0986  USGS QUAD   -  GUADALUPE (1982)
 DU0986
 DU0986                         *CURRENT SURVEY CONTROL
 DU0986  ___________________________________________________________________
 DU0986* NAD 83(1986)-  33 19 12.     (N)    111 57 47.     (W)     SCALED    
 DU0986* NAVD 88     -       366.00   (+/-2cm)    1200.8    (feet)  VERTCON   
 DU0986  ___________________________________________________________________
 DU0986  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DU0986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0986
 DU0986.The horizontal coordinates were scaled from a topographic map and have
 DU0986.an estimated accuracy of +/- 6 seconds.
 DU0986
 DU0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0986.The vertical order pertains to the NGVD 29 superseded value.
 DU0986
 DU0986.The geoid height was determined by GEOID03.
 DU0986
 DU0986;                    North         East    Units  Estimated Accuracy
 DU0986;SPC AZ C     -   257,240.      209,040.      MT  (+/- 180 meters Scaled)
 DU0986
 DU0986                          SUPERSEDED SURVEY CONTROL
 DU0986
 DU0986  NGVD 29 (??/??/92)  365.422  (m)         1198.89   (f) ADJ UNCH    2 0
 DU0986
 DU0986.Superseded values are not recommended for survey control.
 DU0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0986.See file dsdata.txt to determine how the superseded data were derived.
 DU0986
 DU0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB103871(NAD 83)
 DU0986_MARKER: DD = SURVEY DISK
 DU0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0986_STAMPING: TT S 13 1948 RESET AMS 1955
 DU0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0986+STABILITY: SURFACE MOTION
 DU0986
 DU0986  HISTORY     - Date     Condition        Report By
 DU0986  HISTORY     - 1955     MONUMENTED       USE
 DU0986  HISTORY     - 1962     GOOD             NGS
 DU0986  HISTORY     - 20010221 MARK NOT FOUND   MCDOT
 DU0986
 DU0986                          STATION DESCRIPTION
 DU0986
 DU0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0986'3.6 MI S FROM GUADALUPE.
 DU0986'3.6 MILES SOUTH ALONG SOUTH 56TH STREET
 DU0986'FROM THE POST OFFICE AT GUADALUPE, AT THE JUNCTION OF RAY ROAD, 25
 DU0986'FEET WEST OF THE CENTER OF SOUTH 56TH STREET, 32 FEET SOUTH OF THE
 DU0986'CENTER OF RAY ROAD, 69.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A STORE
 DU0986'BUILDING, 4.7 FEET SOUTH OF A POWER POLE, 2.8 FEET SOUTHEAST OF A
 DU0986'METAL WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN TOP OF A
 DU0986'CONCRETE POST PROJECTING 1 INCH.
 DU0986
 DU0986                          STATION RECOVERY (2001)
 DU0986
 DU0986'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DU0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0990 ***********************************************************************
 DU0990  DESIGNATION -  TT S 14
 DU0990  PID         -  DU0990
 DU0990  STATE/COUNTY-  AZ/MARICOPA
 DU0990  USGS QUAD   -  GUADALUPE (1982)
 DU0990
 DU0990                         *CURRENT SURVEY CONTROL
 DU0990  ___________________________________________________________________
 DU0990* NAD 83(1986)-  33 18 22.     (N)    111 57 40.     (W)     SCALED    
 DU0990* NAVD 88     -       358.40   (+/-2cm)    1175.9    (feet)  VERTCON   
 DU0990  ___________________________________________________________________
 DU0990  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DU0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0990
 DU0990.The horizontal coordinates were scaled from a topographic map and have
 DU0990.an estimated accuracy of +/- 6 seconds.
 DU0990
 DU0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0990.The vertical order pertains to the NGVD 29 superseded value.
 DU0990
 DU0990.The geoid height was determined by GEOID03.
 DU0990
 DU0990;                    North         East    Units  Estimated Accuracy
 DU0990;SPC AZ C     -   255,700.      209,220.      MT  (+/- 180 meters Scaled)
 DU0990
 DU0990                          SUPERSEDED SURVEY CONTROL
 DU0990
 DU0990  NGVD 29 (??/??/92)  357.839  (m)         1174.01   (f) ADJ UNCH    2 0
 DU0990
 DU0990.Superseded values are not recommended for survey control.
 DU0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0990.See file dsdata.txt to determine how the superseded data were derived.
 DU0990
 DU0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB105856(NAD 83)
 DU0990_MARKER: DD = SURVEY DISK
 DU0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0990_STAMPING: TT S 14 1960
 DU0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0990+STABILITY: SURFACE MOTION
 DU0990
 DU0990  HISTORY     - Date     Condition        Report By
 DU0990  HISTORY     - 1960     MONUMENTED       USE
 DU0990  HISTORY     - 1962     GOOD             NGS
 DU0990  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0990
 DU0990                          STATION DESCRIPTION
 DU0990
 DU0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0990'4.6 MI S FROM GUADALUPE.
 DU0990'4.6 MILES SOUTH ALONG SOUTH 56TH STREET FROM THE POST OFFICE AT
 DU0990'GUADALUPE, AT THE JUNCTION OF WILLIAMS FIELD ROAD, 34 FEET SOUTH OF
 DU0990'THE CENTER OF WILLIAMS FIELD ROAD, 28 FEET WEST OF THE EXTENDED CENTER
 DU0990'OF SOUTH 56TH STREET, 3 FEET EAST-NORTHEAST OF POWER POLE NO. 20 E 5
 DU0990'S, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DU0990'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE-- THIS
 DU0990'MARK MAY ALSO BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 DU0990'CROSSING AT CHANDLER BY GOING 7.3 MILES WEST ALONG A CONCRETE PAVED
 DU0990'ROAD.
 DU0990
 DU0990                          STATION RECOVERY (2006)
 DU0990
 DU0990'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0990'THE ROAD HAS BEEN WIDENED, AND A LARGER POWER POLE INSTALLED. LOTS OF
 DU0990'OTHER UTILITY WORK IN THE AREA AS WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0991 ***********************************************************************
 DU0991  DESIGNATION -  TT S 15
 DU0991  PID         -  DU0991
 DU0991  STATE/COUNTY-  AZ/MARICOPA
 DU0991  USGS QUAD   -  GUADALUPE (1982)
 DU0991
 DU0991                         *CURRENT SURVEY CONTROL
 DU0991  ___________________________________________________________________
 DU0991* NAD 83(1986)-  33 17 28.     (N)    111 57 39.     (W)     SCALED    
 DU0991* NAVD 88     -       352.01   (+/-2cm)    1154.9    (feet)  VERTCON   
 DU0991  ___________________________________________________________________
 DU0991  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0991
 DU0991.The horizontal coordinates were scaled from a topographic map and have
 DU0991.an estimated accuracy of +/- 6 seconds.
 DU0991
 DU0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0991.The vertical order pertains to the NGVD 29 superseded value.
 DU0991
 DU0991.The geoid height was determined by GEOID03.
 DU0991
 DU0991;                    North         East    Units  Estimated Accuracy
 DU0991;SPC AZ C     -   254,040.      209,250.      MT  (+/- 180 meters Scaled)
 DU0991
 DU0991                          SUPERSEDED SURVEY CONTROL
 DU0991
 DU0991  NGVD 29 (??/??/92)  351.452  (m)         1153.06   (f) ADJ UNCH    2 0
 DU0991
 DU0991.Superseded values are not recommended for survey control.
 DU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0991.See file dsdata.txt to determine how the superseded data were derived.
 DU0991
 DU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB105839(NAD 83)
 DU0991_MARKER: DD = SURVEY DISK
 DU0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0991_STAMPING: TT S 15 1960
 DU0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0991+STABILITY: SURFACE MOTION
 DU0991
 DU0991  HISTORY     - Date     Condition        Report By
 DU0991  HISTORY     - 1960     MONUMENTED       USE
 DU0991  HISTORY     - 1962     GOOD             NGS
 DU0991  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0991
 DU0991                          STATION DESCRIPTION
 DU0991
 DU0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0991'8.1 MI SW FROM CHANDLER.
 DU0991'7.1 MILES WEST ALONG A CONCRETE ROAD FROM THE SOUTHERN PACIFIC CO.
 DU0991'RAILROAD CROSSING OF CLEVELAND AVENUE AT CHANDLER, THENCE 1.0 MILE
 DU0991'SOUTHWEST ALONG AN ASPHALT PAVED ROAD TO MARICOPA, AT THE NORTH EDGE
 DU0991'OF THE GILA INDIAN RESERVATION, 27 FEET WEST OF THE CENTER OF THE
 DU0991'ROAD, 20 FEET NORTH OF THE NORTH EDGE OF AN IRRIGATION DITCH, 3 FEET
 DU0991'WEST OF THE WEST END OF THE NORTH HEADWALL OF A CULVERT, ABOUT 1 FOOT
 DU0991'BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST ABOUT 6
 DU0991'INCHES BELOW THE LEVEL OF THE GROUND.
 DU0991
 DU0991                          STATION RECOVERY (2006)
 DU0991
 DU0991'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0874 ***********************************************************************
 DU0874  DESIGNATION -  TT S 3
 DU0874  PID         -  DU0874
 DU0874  STATE/COUNTY-  AZ/MARICOPA
 DU0874  USGS QUAD   -  TEMPE (1982)
 DU0874
 DU0874                         *CURRENT SURVEY CONTROL
 DU0874  ___________________________________________________________________
 DU0874* NAD 83(1986)-  33 27 45.     (N)    111 57 44.     (W)     SCALED    
 DU0874* NAVD 88     -       392.022  (meters)    1286.16   (feet)  ADJUSTED  
 DU0874  ___________________________________________________________________
 DU0874  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU0874  DYNAMIC HT  -         391.569 (meters)    1284.67  (feet)  COMP
 DU0874  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 DU0874
 DU0874  VERT ORDER  -  SECOND    CLASS 0
 DU0874
 DU0874.The horizontal coordinates were scaled from a topographic map and have
 DU0874.an estimated accuracy of +/- 6 seconds.
 DU0874
 DU0874.The orthometric height was determined by differential leveling
 DU0874.and adjusted in November 1993.
 DU0874
 DU0874.The geoid height was determined by GEOID03.
 DU0874
 DU0874.The dynamic height is computed by dividing the NAVD 88
 DU0874.geopotential number by the normal gravity value computed on the
 DU0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0874.degrees latitude (g = 980.6199 gals.).
 DU0874
 DU0874.The modeled gravity was interpolated from observed gravity values.
 DU0874
 DU0874;                    North         East    Units  Estimated Accuracy
 DU0874;SPC AZ C     -   273,040.      209,130.      MT  (+/- 180 meters Scaled)
 DU0874
 DU0874                          SUPERSEDED SURVEY CONTROL
 DU0874
 DU0874  NGVD 29 (??/??/92)  391.362  (m)         1283.99   (f) ADJ UNCH    2 0
 DU0874
 DU0874.Superseded values are not recommended for survey control.
 DU0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0874.See file dsdata.txt to determine how the superseded data were derived.
 DU0874
 DU0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC105029(NAD 83)
 DU0874_MARKER: DD = SURVEY DISK
 DU0874_SETTING: 66 = SET IN ROCK OUTCROP
 DU0874_SP_SET: ROCK OUTCROP
 DU0874_STAMPING: TT S 3 1948
 DU0874_MARK LOGO: USE   
 DU0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0874+STABILITY: POSITION/ELEVATION WELL
 DU0874
 DU0874  HISTORY     - Date     Condition        Report By
 DU0874  HISTORY     - 1948     MONUMENTED       USE
 DU0874  HISTORY     - 1963     GOOD             NGS
 DU0874  HISTORY     - 1970     GOOD             DOD
 DU0874  HISTORY     - 1979     GOOD             AZDT
 DU0874  HISTORY     - 20080326 MARK NOT FOUND   GEOCAC
 DU0874
 DU0874                          STATION DESCRIPTION
 DU0874
 DU0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0874'IN PHOENIX.
 DU0874'0.3 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0874'MCDOWELL ROAD AND NORTH 52ND STREET IN THE EAST PART OF PHOENIX, ABOUT
 DU0874'50 YARDS SOUTH OF EAST MCDOWELL ROAD ON TOP OF A SMALL ROCKY KNOLL,
 DU0874'SET IN TOP OF A ROCK OUTCROP, IN THE CENTER OF A CIRCLE OF WHITE
 DU0874'PAINTED ROCKS, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 DU0874
 DU0874                          STATION RECOVERY (1970)
 DU0874
 DU0874'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 DU0874'RECOVERED IN GOOD CONDITION.
 DU0874
 DU0874                          STATION RECOVERY (1979)
 DU0874
 DU0874'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DU0874'RECOVERED IN GOOD CONDITION.
 DU0874
 DU0874                          STATION RECOVERY (2008)
 DU0874
 DU0874'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DU0874'VARIOUS EARTH AND ROCK MOVING OPERATIONS HAVE BEEN
 DU0874'CARRIED OUT IN THIS AREA OVER THE PAST SEVERAL YEARS.
 DU0874'NO OUTCROP IN A KNOLL COULD BE FOUND WITHIN A REASONABLE
 DU0874'DISTANCE OF THE MEASUREMENTS, WHICH ARE AN ODOMETER
 DU0874'READING AND AN ESTIMATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2183 ***********************************************************************
 DU2183  DESIGNATION -  TT U 8
 DU2183  PID         -  DU2183
 DU2183  STATE/COUNTY-  AZ/MARICOPA
 DU2183  USGS QUAD   -  TEMPE (1982)
 DU2183
 DU2183                         *CURRENT SURVEY CONTROL
 DU2183  ___________________________________________________________________
 DU2183* NAD 83(1992)-  33 23 34.41699(N)    111 55 34.50898(W)     ADJUSTED  
 DU2183* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 DU2183  ___________________________________________________________________
 DU2183  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DU2183  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2183  HORZ ORDER  -  SECOND
 DU2183
 DU2183.The horizontal coordinates were established by classical geodetic methods
 DU2183.and adjusted by the National Geodetic Survey in August 1993.
 DU2183
 DU2183.The orthometric height was scaled from a topographic map.
 DU2183
 DU2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2183
 DU2183.The geoid height was determined by GEOID03.
 DU2183
 DU2183;                    North         East     Units Scale Factor Converg.
 DU2183;SPC AZ C     -   265,322.254   212,468.254   MT  0.99990001   -0 00 19.0
 DU2183;SPC AZ C     -   870,479.84    697,074.32   iFT  0.99990001   -0 00 19.0
 DU2183;UTM  12      - 3,695,227.789   413,857.394   MT  0.99969149   -0 30 35.4
 DU2183
 DU2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2183!SPC AZ C     -   0.99994822  x   0.99990001  =   0.99984823
 DU2183!UTM  12      -   0.99994822  x   0.99969149  =   0.99963972
 DU2183
 DU2183                          SUPERSEDED SURVEY CONTROL
 DU2183
 DU2183  NAD 83(1986)-  33 23 34.41064(N)    111 55 34.51388(W) AD(       ) 2
 DU2183  NAD 27      -  33 23 34.24270(N)    111 55 31.99340(W) AD(       ) 2
 DU2183
 DU2183.Superseded values are not recommended for survey control.
 DU2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2183.See file dsdata.txt to determine how the superseded data were derived.
 DU2183
 DU2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1385795228(NAD 83)
 DU2183_MARKER: DD = SURVEY DISK
 DU2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2183+STABILITY: SURFACE MOTION
 DU2183
 DU2183  HISTORY     - Date     Condition        Report By
 DU2183  HISTORY     - 1963     MONUMENTED       AMS
 DU2183  HISTORY     - 20070928 MARK NOT FOUND   GEOCAC
 DU2183
 DU2183                          STATION DESCRIPTION
 DU2183
 DU2183'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1963 (CAA)
 DU2183'STATION IS LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION AT
 DU2183'SOUTHERN AVENUE AND RURAL ROAD WHICH IS 1.5 MILES SOUTH OF THE
 DU2183'CENTER OF TEMPE.
 DU2183'
 DU2183'STATION IS A CORPS OF ENGINEERS ARMY MAP SERVICE DISK STAMPED
 DU2183'TT U8 1960, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS SET
 DU2183'BELOW THE SURFACE OF THE GROUND ABOUT 6 INCHES.  THE MARK IS
 DU2183'23 FEET SOUTH OF THE CENTER OF SOUTHERN AVENUE, 19 FEET EAST OF
 DU2183'THE CENTER OF RURAL ROAD AND 2.2 FEET NORTHWEST OF A TELEPHONE
 DU2183'POLE.
 DU2183'
 DU2183'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RURAL
 DU2183'TO TT U8 (AMS) AND THE DISTANCE IS 104.72 FT. OR 31.918 METERS.
 DU2183
 DU2183                          STATION RECOVERY (2007)
 DU2183
 DU2183'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2183'DID NOT FIND THE MARK. THE ROAD HAS BEEN WIDENED AT THE DESCRIBED
 DU2183'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0903 ***********************************************************************
 DU0903  DESIGNATION -  TT V 3
 DU0903  PID         -  DU0903
 DU0903  STATE/COUNTY-  AZ/MARICOPA
 DU0903  USGS QUAD   -  TEMPE (1982)
 DU0903
 DU0903                         *CURRENT SURVEY CONTROL
 DU0903  ___________________________________________________________________
 DU0903* NAD 83(1986)-  33 27 55.     (N)    111 54 32.     (W)     SCALED    
 DU0903* NAVD 88     -       372.18   (+/-2cm)    1221.1    (feet)  VERTCON   
 DU0903  ___________________________________________________________________
 DU0903  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DU0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0903
 DU0903.The horizontal coordinates were scaled from a topographic map and have
 DU0903.an estimated accuracy of +/- 6 seconds.
 DU0903
 DU0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0903.The vertical order pertains to the NGVD 29 superseded value.
 DU0903
 DU0903.The geoid height was determined by GEOID03.
 DU0903
 DU0903;                    North         East    Units  Estimated Accuracy
 DU0903;SPC AZ C     -   273,350.      214,080.      MT  (+/- 180 meters Scaled)
 DU0903
 DU0903                          SUPERSEDED SURVEY CONTROL
 DU0903
 DU0903  NGVD 29 (??/??/92)  371.582  (m)         1219.10   (f) ADJ UNCH    2 0
 DU0903
 DU0903.Superseded values are not recommended for survey control.
 DU0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0903.See file dsdata.txt to determine how the superseded data were derived.
 DU0903
 DU0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC155032(NAD 83)
 DU0903_MARKER: DD = SURVEY DISK
 DU0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0903_SP_SET: CONCRETE BOX
 DU0903_STAMPING: TT V 3 1960
 DU0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0903
 DU0903  HISTORY     - Date     Condition        Report By
 DU0903  HISTORY     - 1960     MONUMENTED       USE
 DU0903  HISTORY     - 1963     GOOD             NGS
 DU0903  HISTORY     - 19951014 MARK NOT FOUND   USPSQD
 DU0903  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DU0903
 DU0903                          STATION DESCRIPTION
 DU0903
 DU0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0903'1.0 MI E FROM SCOTTSDALE.
 DU0903'1.0 MILE EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0903'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF
 DU0903'EAST MCDOWELL ROAD AND HAYDEN ROAD, SET IN THE CONCRETE CURB AT THE
 DU0903'SOUTH SIDE OF EAST MCDOWELL ROAD, 24 FEET NORTHWEST OF A POWER POLE,
 DU0903'30 FEET NORTHWEST OF A CONCRETE IRRIGATION CONTROL BOX, AND ABOUT
 DU0903'LEVEL WITH THE ROAD.
 DU0903
 DU0903                          STATION RECOVERY (1995)
 DU0903
 DU0903'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU0903'MARK NOT FOUND.
 DU0903
 DU0903                          STATION RECOVERY (2006)
 DU0903
 DU0903'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0903'THE WATER BOX WAS FOUND, BUT 30 FEET NORTHWEST IS BELOW THE PAVEMENT.
 DU0903'THE ROADS AT THIS INTERSECTION HAVE BEEN WIDENED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0927 ***********************************************************************
 DU0927  DESIGNATION -  TT Y 3
 DU0927  PID         -  DU0927
 DU0927  STATE/COUNTY-  AZ/MARICOPA
 DU0927  USGS QUAD   -  MESA (1982)
 DU0927
 DU0927                         *CURRENT SURVEY CONTROL
 DU0927  ___________________________________________________________________
 DU0927* NAD 83(1986)-  33 27 54.     (N)    111 51 26.     (W)     SCALED    
 DU0927* NAVD 88     -       372.01   (+/-2cm)    1220.5    (feet)  VERTCON   
 DU0927  ___________________________________________________________________
 DU0927  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0927
 DU0927.The horizontal coordinates were scaled from a topographic map and have
 DU0927.an estimated accuracy of +/- 6 seconds.
 DU0927
 DU0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0927.The vertical order pertains to the NGVD 29 superseded value.
 DU0927
 DU0927.The geoid height was determined by GEOID03.
 DU0927
 DU0927;                    North         East    Units  Estimated Accuracy
 DU0927;SPC AZ C     -   273,320.      218,890.      MT  (+/- 180 meters Scaled)
 DU0927
 DU0927                          SUPERSEDED SURVEY CONTROL
 DU0927
 DU0927  NGVD 29 (??/??/92)  371.441  (m)         1218.64   (f) ADJ UNCH    2 0
 DU0927
 DU0927.Superseded values are not recommended for survey control.
 DU0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0927.See file dsdata.txt to determine how the superseded data were derived.
 DU0927
 DU0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC203031(NAD 83)
 DU0927_MARKER: DD = SURVEY DISK
 DU0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0927_STAMPING: TT Y 3 1960
 DU0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0927+STABILITY: SURFACE MOTION
 DU0927
 DU0927  HISTORY     - Date     Condition        Report By
 DU0927  HISTORY     - 1960     MONUMENTED       USE
 DU0927  HISTORY     - 1963     GOOD             NGS
 DU0927  HISTORY     - 1970     GOOD             NGS
 DU0927  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0927
 DU0927                          STATION DESCRIPTION
 DU0927
 DU0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0927'4.0 MI E FROM SCOTTSDALE.
 DU0927'4.0 MILES EAST ALONG EAST MCDOWELL ROAD FROM THE INTERSECTION OF EAST
 DU0927'MCDOWELL ROAD AND SCOTTSDALE ROAD IN SCOTTSDALE, AT THE JUNCTION OF A
 DU0927'DIRT ROAD, 33 FEET SOUTH OF THE CENTER OF EAST MCDOWELL ROAD, 24 FEET
 DU0927'WEST OF THE CENTER OF THE DIRT ROAD, 3 FEET NORTH OF A FENCE, 4 FEET
 DU0927'NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A WHITE PAINTED WOODEN
 DU0927'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE
 DU0927'POST ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 DU0927
 DU0927                          STATION RECOVERY (1970)
 DU0927
 DU0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DU0927'RECOVERED IN GOOD CONDITION.
 DU0927
 DU0927                          STATION RECOVERY (2006)
 DU0927
 DU0927'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0927'BOTH ROADS HAVE BEEN WIDENED. THE LOCATION DESCRIBED APPEARS TO BE
 DU0927'INSIDE THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1012 ***********************************************************************
 ES1012  DESIGNATION -  TT Y 6866
 ES1012  PID         -  ES1012
 ES1012  STATE/COUNTY-  AZ/COCONINO
 ES1012  USGS QUAD   -  MUNDS PARK (1974)
 ES1012
 ES1012                         *CURRENT SURVEY CONTROL
 ES1012  ___________________________________________________________________
 ES1012* NAD 83(1992)-  34 57 24.95293(N)    111 41 09.76244(W)     ADJUSTED  
 ES1012* NAVD 88     -      2095.     (meters)    6873.     (feet)  SCALED    
 ES1012  ___________________________________________________________________
 ES1012  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 ES1012  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 ES1012  HORZ ORDER  -  SECOND
 ES1012
 ES1012.The horizontal coordinates were established by classical geodetic methods
 ES1012.and adjusted by the National Geodetic Survey in August 1993.
 ES1012
 ES1012.The orthometric height was scaled from a topographic map.
 ES1012
 ES1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1012
 ES1012.The geoid height was determined by GEOID03.
 ES1012
 ES1012;                    North         East     Units Scale Factor Converg.
 ES1012;SPC AZ C     -   438,820.939   234,421.957   MT  0.99990547   +0 07 55.7
 ES1012;SPC AZ C     - 1,439,701.24    769,100.91   iFT  0.99990547   +0 07 55.7
 ES1012;UTM  12      - 3,868,481.797   437,363.945   MT  0.99964835   -0 23 35.1
 ES1012
 ES1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1012!SPC AZ C     -   0.99967498  x   0.99990547  =   0.99958048
 ES1012!UTM  12      -   0.99967498  x   0.99964835  =   0.99932344
 ES1012
 ES1012|---------------------------------------------------------------------|
 ES1012| PID    Reference Object                     Distance      Geod. Az  |
 ES1012|                                                           dddmmss.s |
 ES1012| CS4002 TT Y 6866 VA RM 1                    11.735 METERS 08112     |
 ES1012| ES1037 5127=HOUSE                          APPROX.25.7 KM 2164102.5 |
 ES1012|---------------------------------------------------------------------|
 ES1012
 ES1012                          SUPERSEDED SURVEY CONTROL
 ES1012
 ES1012  NAD 83(1986)-  34 57 24.94947(N)    111 41 09.76046(W) AD(       ) 2
 ES1012  NAD 27      -  34 57 24.89430(N)    111 41 07.18870(W) AD(       ) 2
 ES1012
 ES1012.Superseded values are not recommended for survey control.
 ES1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1012.See file dsdata.txt to determine how the superseded data were derived.
 ES1012
 ES1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3736468482(NAD 83)
 ES1012_MARKER: DS = TRIANGULATION STATION DISK
 ES1012_SETTING: 80 = SET IN A BOULDER
 ES1012_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1012+STABILITY: SURFACE MOTION
 ES1012
 ES1012  HISTORY     - Date     Condition        Report By
 ES1012  HISTORY     - 1930     MONUMENTED       USGS
 ES1012  HISTORY     - 1959     GOOD             USGS
 ES1012
 ES1012                          STATION DESCRIPTION
 ES1012
 ES1012'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1012'LOCATED ABOUT 15.5 MI S. OF FLAGSTAFF, 11 MI N. OF
 ES1012'COCONINO-YAVAPAI COUNTY LINE, 6.5 MI NE. OF SEDONA, 0.5 MI W. OF
 ES1012'I-HWY. 17.  ON ROCK CLIFF.
 ES1012'
 ES1012'TO REACH FROM JCT. OF U.S. HWYS. 66, 89 AND 89A IN SOUTHWEST PART
 ES1012'OF FLAGSTAFF, GO 3.8 MI S. ON U.S. HWY. 89A TO X-RD. AT ENTRANCE
 ES1012'TO FLAGSTAFF AIRPORT, CONTINUE S. 0.8 MI TO SIDE RD. LEFT.  TURN
 ES1012'LEFT ON GRAVEL RD. 0.8 MI SE. TO I-HWY. 17.  GO S. ON I-HWY. 17
 ES1012'12.4 MI TO GATE RIGHT.  TURN RIGHT PASSING THROUGH GATE FOLLOWING
 ES1012'TRACK RD. 0.5 MI W. TO 12-INCH PINE TREE WITH BLAZE ON EAST SIDE
 ES1012'AND END OF TRUCK TRAVEL.
 ES1012'
 ES1012'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1012'SOLID ROCK LEDGE NEAR EDGE OF BLUFF.  (CALLED TT Y 6866 VA USGS
 ES1012'BY CGS)
 ES1012'
 ES1012'RM 1--JUNIPER TREE.
 ES1012
 ES1012                          STATION RECOVERY (1959)
 ES1012
 ES1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ES1012'THE STATION IS LOCATED ON A ROCK CLIFF ABOUT 15.5 MILES SOUTH OF
 ES1012'FLAGSTAFF, 11.0 MILES NORTH OF THE COCONINO AND YAVAPAI COUNTY
 ES1012'LINE, 6.5 MILES NORTHEAST OF SEDONA AND 0.5 MILE WEST OF INTERSTATE
 ES1012'HIGHWAY 17.
 ES1012'
 ES1012'A STANDARD U.S.G.S. DISK, STAMPED TT NO
 ES1012'Y6866 VA 1930, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES1012'PROJECTS 12 INCHES.  IT IS 12 FEET NORTHEAST OF THE EDGE OF THE
 ES1012'ROCK CLIFF AND 36 FEET WEST OF A LARGE JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2123 ***********************************************************************
 DV2123  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2123  DESIGNATION -  TT ZW 9
 DV2123  PID         -  DV2123
 DV2123  STATE/COUNTY-  AZ/MARICOPA
 DV2123  USGS QUAD   -  TOLLESON (1982)
 DV2123
 DV2123                         *CURRENT SURVEY CONTROL
 DV2123  ___________________________________________________________________
 DV2123* NAD 83(2007)-  33 22 37.88027(N)    112 18 22.16064(W)     ADJUSTED  
 DV2123* NAVD 88     -       353.79   (meters)    1160.7    (feet)  GPS OBS   
 DV2123  ___________________________________________________________________
 DV2123  EPOCH DATE  -        2007.00
 DV2123  X           -  -2,023,731.661 (meters)                     COMP
 DV2123  Y           -  -4,932,858.016 (meters)                     COMP
 DV2123  Z           -   3,489,145.666 (meters)                     COMP
 DV2123  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DV2123  ELLIP HEIGHT-         323.543 (meters)          (02/10/07) ADJUSTED
 DV2123  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DV2123
 DV2123  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2123  Type    PID    Designation                      North   East  Ellip
 DV2123  -------------------------------------------------------------------
 DV2123  NETWORK DV2123 TT ZW 9                           0.39   0.33   0.80
 DV2123  -------------------------------------------------------------------
 DV2123
 DV2123.The horizontal coordinates were established by GPS observations
 DV2123.and adjusted by the National Geodetic Survey in February 2007.
 DV2123
 DV2123.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2123.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2123.The horizontal coordinates are valid at the epoch date displayed above.
 DV2123.The epoch date for horizontal control is a decimal equivalence
 DV2123.of Year/Month/Day.
 DV2123
 DV2123.The orthometric height was determined by GPS observations and a
 DV2123.high-resolution geoid model.
 DV2123.The orthometric height was determined by GPS observations and a
 DV2123.high-resolution geoid model using precise GPS observation and
 DV2123.processing techniques.
 DV2123
 DV2123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2123
 DV2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2123
 DV2123.The ellipsoidal height was determined by GPS observations
 DV2123.and is referenced to NAD 83.
 DV2123
 DV2123.The geoid height was determined by GEOID03.
 DV2123
 DV2123;                    North         East     Units Scale Factor Converg.
 DV2123;SPC AZ C     -   263,648.330   177,120.174   MT  0.99991619   -0 12 51.4
 DV2123;SPC AZ C     -   864,987.96    581,102.93   iFT  0.99991619   -0 12 51.4
 DV2123;UTM  12      - 3,693,865.384   378,502.007   MT  0.99978200   -0 43 07.2
 DV2123
 DV2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2123!SPC AZ C     -   0.99994921  x   0.99991619  =   0.99986540
 DV2123!UTM  12      -   0.99994921  x   0.99978200  =   0.99973122
 DV2123
 DV2123:                Primary Azimuth Mark                     Grid Az
 DV2123:SPC AZ C     -  PHOENIX W COTTON PROD CO TANK            062 24 13.8
 DV2123:UTM  12      -  PHOENIX W COTTON PROD CO TANK            062 54 29.6
 DV2123
 DV2123|---------------------------------------------------------------------|
 DV2123| PID    Reference Object                     Distance      Geod. Az  |
 DV2123|                                                           dddmmss.s |
 DV2123| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX.14.5 KM 0621122.4 |
 DV2123| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX.23.2 KM 0680652.4 |
 DV2123| DV2125 T1N T1S R1E R1W SECS 1 6 31 36 RESE   4.480 METERS 11039     |
 DV2123| CR9786 T1N T1S R1E R1W SECS 1 6 31 36 RESE   4.488 METERS 11122     |
 DV2123| DV2130 BRADLEY                             APPROX.10.0 KM 2672938.4 |
 DV2123| CH5761 INITIAL MONUMENT RM 2                10.864 METERS 29935     |
 DV2123| CR9785 INITIAL MONUMENT RM 2                10.865 METERS 29935     |
 DV2123| DV2126 LITCHFIELD PARK NAF UHF ANT         APPROX. 8.0 KM 3132236.6 |
 DV2123| DV2122 LITCHFIELD PARK NAF CONT TWR        APPROX. 8.0 KM 3132404.8 |
 DV2123| DV2119 GOODYEAR AIRCRAFT CORP TANK         APPROX. 8.0 KM 3192318.9 |
 DV2123| CH5613 TT ZW 9 AZ MK                                      3591858.2 |
 DV2123|---------------------------------------------------------------------|
 DV2123
 DV2123                          SUPERSEDED SURVEY CONTROL
 DV2123
 DV2123  NAD 83(1992)-  33 22 37.87956(N)    112 18 22.16007(W) AD(       ) A
 DV2123  ELLIP H (01/27/00)  323.565  (m)                       GP(       ) 1 1
 DV2123  NAD 83(1992)-  33 22 37.87860(N)    112 18 22.16146(W) AD(       ) 1
 DV2123  NAD 83(1986)-  33 22 37.87303(N)    112 18 22.16554(W) AD(       ) 1
 DV2123  NAD 27      -  33 22 37.71670(N)    112 18 19.60380(W) AD(       ) 1
 DV2123  NGVD 29 (11/30/89)  352.9    (m)         1158.     (f) VERT ANG    3  
 DV2123
 DV2123.Superseded values are not recommended for survey control.
 DV2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2123.See file dsdata.txt to determine how the superseded data were derived.
 DV2123
 DV2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7850293865(NAD 83)
 DV2123_MARKER: DS = TRIANGULATION STATION DISK
 DV2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2123_STAMPING: TT-ZW-9 1961
 DV2123_MARK LOGO: DMA   
 DV2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2123+STABILITY: SURFACE MOTION
 DV2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2123+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2008
 DV2123
 DV2123  HISTORY     - Date     Condition        Report By
 DV2123  HISTORY     - 1961     MONUMENTED       AMS
 DV2123  HISTORY     - 1962     GOOD             AMS
 DV2123  HISTORY     - 1963     GOOD             CGS
 DV2123  HISTORY     - 1965     GOOD             CGS
 DV2123  HISTORY     - 1982     GOOD             AZDT
 DV2123  HISTORY     - 1986     GOOD             AZDT
 DV2123  HISTORY     - 1986     GOOD             LOCSUR
 DV2123  HISTORY     - 19980916 POOR             AZ-013
 DV2123  HISTORY     - 20000406 GOOD             MCDOT
 DV2123  HISTORY     - 20060819 POOR             GEOCAC
 DV2123  HISTORY     - 20061101 GOOD             EVANS
 DV2123  HISTORY     - 20080810 GOOD             GEOCAC
 DV2123
 DV2123                          STATION DESCRIPTION
 DV2123
 DV2123'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962 (CAA)
 DV2123'STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF PHOENIX,
 DV2123'ABOUT 5 MILES SOUTH-SOUTHEAST OF AVONDALE AND ABOUT 4 MILES
 DV2123'SOUTH OF CASHION.
 DV2123'
 DV2123'TO REACH FROM THE POST OFFICE IN CASHION, GO WEST ON U.S.
 DV2123'HIGHWAY 80 FOR 0.4 MILE TO S. 115TH AVENUE, TURN LEFT AND
 DV2123'GO SOUTH ON S. 115TH AVENUE FOR 3.1 MILES TO CROSSROAD W. SOUTHERN
 DV2123'AVENUE, CONTINUE SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON RIGHT
 DV2123'WHERE ROAD CURVES RIGHT, TURN RIGHT AND FOLLOW DIRT ROAD WESTERLY
 DV2123'FOR 0.95 MILE TO THE GILA RIVER, FORD RIVER AND CONTINUE
 DV2123'WESTERLY ON MAIN DIRT ROAD FOR 0.15 MILE TO FORK, KEEP LEFT AND
 DV2123'GO SOUTHERLY 0.1 MILE TO FORK, KEEP LEFT AND FOLLOW MAIN
 DV2123'ROAD EASTERLY 0.15 MILE TO TRACK ROAD RIGHT,
 DV2123'CONTINUE STRAIGHT AHEAD AT ALL CROSSROADS AND GO 0.3 MILE TO
 DV2123'FORK, KEEP LEFT AND FOLLOW MAIN TRACK ROAD EASTERLY FOR 0.6
 DV2123'MILE TO TWO ABANDON BUILDINGS ON RIGHT, CONTINUE EAST ON
 DV2123'MAIN TRACK ROAD ALONG THE SOUTH EDGE OF FIELD FOR 0.15 MILE
 DV2123'TO T ROAD, TURN RIGHT AND GO SOUTH THEN EAST FOR 0.45 MILE
 DV2123'TO ROCK QUARRY, KEEP TO LEFT OF ROCK QUARRY AND GO EASTERLY
 DV2123'UP HILL FOR 0.1 MILE TO FENCE, TURN LEFT AND GO
 DV2123'NORTH 0.05 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK
 DV2123'NORTH TO TOP OF HILL AND STATION.  (5 MINUTE PACK)
 DV2123'
 DV2123'STATION MARK, A CORPS OF ENGINEERS SURVEY DISK STAMPED TT-ZW-9
 DV2123'ARMY MAP SERVICE 1961, IS SET IN TOP OF A 8 INCH SQUARE CONCRETE
 DV2123'CYLINDER WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 DV2123'THE MARK IS SURROUNDED BY A CIRCLE OF WHITE PAINTED ROCKS,
 DV2123'IS 4.5 FEET EAST OF FENCE AND 20 FEET WEST-NORTHWEST OF A
 DV2123'OUTCROPPING BEDROCK FORMATION WHICH PROJECTS ABOUT 2 FEET
 DV2123'ABOVE THE GROUND.
 DV2123'
 DV2123'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED INITIAL
 DV2123'NO 2 1934, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV2123'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS 30 FEET
 DV2123'NORTHWEST OF THE NORTHWEST EDGE OF ROCK CIRCLE AND 27 FEET
 DV2123'WEST OF THE FENCE.
 DV2123'
 DV2123'REFERENCE MARK 3, A U.S. DEPT. OF INTERIOR CADASTRAL SURVEY MONUMENT
 DV2123'WHICH HAS A BRONZE CAP WHICH IS STAMPED T1N-R1W-R1E-T1S,
 DV2123'S36-S31-S1-S6 1962.  THE MARK IS 18 FEET EAST OF FENCE AND 6 FEET
 DV2123'WEST OF A OUTCROPPING BEDROCK FORMATION WHICH PROJECTS ABOUT
 DV2123'2 FEET ABOVE THE GROUND.
 DV2123'
 DV2123'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK STAMPED TT ZW9 AMS 1962,
 DV2123'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DV2123'3 INCHES ABOVE THE GROUND.  THE MARK IS 31 FEET WEST OF
 DV2123'CENTER OF ROAD, 6.5 FEET SOUTH OF A EAST-WEST IRRIGATION DITCH,
 DV2123'5 FEET WEST OF A NORTH-SOUTH IRRIGATION DITCH AND 2 FEET
 DV2123'SOUTHWEST OF THE WITNESS POST.
 DV2123'
 DV2123'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2123
 DV2123                          STATION RECOVERY (1963)
 DV2123
 DV2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2123'STATION WAS RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION AND
 DV2123'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  BECAUSE THIS
 DV2123'STATION WAS OCCUPIED LESS THAN A YEAR AGO, THE DIRECTION WAS
 DV2123'NOT TAKEN TO THE REFERENCE MARKS.  THE DISTANCE WAS MEASURED TO
 DV2123'THE REFERENCE MARKS AND CHECKED.  THE DIRECTION TO THE AZIMUTH
 DV2123'MARK CHECKED.
 DV2123'
 DV2123'THE TO REACH IS ADEQUATE.
 DV2123
 DV2123                          STATION RECOVERY (1965)
 DV2123
 DV2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2123'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3
 DV2123'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DV2123'CONDITION.  THE DISTANCES AND DIRECTIONS TO BOTH REFERENCE
 DV2123'MARKS AND THE DIRECTION TO THE AZIMUTH MARK WERE VERIFIED, BUT
 DV2123'A NEW ROAD HAS BEEN BUILT IN THE VICINITY OF THE STATION.
 DV2123'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DV2123'
 DV2123'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, ROCK HILL THAT
 DV2123'OVERLOOKS PHOENIX INTERNATIONAL RACEWAY TO THE WEST-SOUTHWEST,
 DV2123'ABOUT 15 MILES WEST-SOUTHWEST OF PHOENIX, 5 MILES SOUTH-SOUTHEAST
 DV2123'OF AVONDALE AND 4 MILES SOUTH OF CASHION.
 DV2123'
 DV2123'TO REACH THE STATION FROM THE U.S. POST OFFICE AT CASHION, GO WEST
 DV2123'ON U.S. HIGHWAY 80 FOR 0.4 MILE TO 115TH AVENUE.  TURN LEFT
 DV2123'AND GO SOUTH ON 115TH AVENUE FOR 3.1 MILES TO THE INTERSECTION
 DV2123'WITH WEST SOUTHERN AVENUE.  CONTINUE STRAIGHT AHEAD, SOUTH,
 DV2123'ON 115TH AVENUE FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DV2123'CONTINUE STRAIGHT AHEAD, SOUTH, ON 115TH AVENUE FOR 0.25 MILE TO
 DV2123'A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON TRACK
 DV2123'ROAD FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH AND
 DV2123'WEST UP HILL FOR ABOUT 0.2 MILE TO THE SUMMIT AND THE STATION
 DV2123'MARK.  PACKING TIME IS ABOUT 10 MINUTES.
 DV2123'
 DV2123'THE STATION MARK IS AN ARMY MAP SERVICE DISK, STAMPED TT-Z-W-9
 DV2123'1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 DV2123'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3-1/2 FEET EAST
 DV2123'OF A WIRE FENCE AND INSIDE A RING OF WHITE ROCKS.
 DV2123'
 DV2123'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED INITIAL
 DV2123'NO 2 1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 DV2123'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27
 DV2123'FEET WEST OF THE WIRE FENCE AND 1 FOOT EAST OF A CAIRN.
 DV2123'
 DV2123'REFERENCE MARK NO. 3 IS A U.S. DEPARTMENT OF INTERIOR, BUREAU OF
 DV2123'LAND MANAGEMENT DISK, STAMPED T1N R1W R1E T1S S36 S31 S1 S6 1962,
 DV2123'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 DV2123'1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS 18 FEET EAST
 DV2123'OF THE WIRE FENCE AND ON THE HIGHEST POINT OF THE HILL.
 DV2123'
 DV2123'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TT ZW 9 AMS 1962,
 DV2123'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT PROJECTS
 DV2123'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET WEST
 DV2123'OF THE PAINTED CENTERLINE OF 115TH AVENUE, 8.6 FEET NORTH OF A
 DV2123'MARICOPA COUNTY ENGINEERING DEPARTMENT DISK, 3.5 FEET SOUTH
 DV2123'OF A CONCRETE IRRIGATION DITCH, 5 FEET WEST OF ANOTHER CONCRETE
 DV2123'IRRIGATION DITCH AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 DV2123'
 DV2123'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DV2123'
 DV2123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 DV2123'SOUTH OF CASHION
 DV2123
 DV2123                          STATION RECOVERY (1982)
 DV2123
 DV2123'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 DV2123'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1963.
 DV2123'THE AZIMUTH MARK WAS SEARCHED FOR AND IS BELIEVED DISTROYED BY FLOOD
 DV2123'WATERS.  THE ROUTE TO THE STATION IS ADEQUATE.
 DV2123
 DV2123                          STATION RECOVERY (1986)
 DV2123
 DV2123'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2123'THE STATION WAS RECOVERED AS DESCRIBED IN 1963 AND THE RECOVERY NOTE
 DV2123'OF 1982.
 DV2123
 DV2123                          STATION RECOVERY (1986)
 DV2123
 DV2123'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 DV2123'RECOVERED IN GOOD CONDITION.
 DV2123
 DV2123                          STATION RECOVERY (1998)
 DV2123
 DV2123'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (LOC)
 DV2123'RECOVERED AS DESCRIBED.
 DV2123
 DV2123                          STATION RECOVERY (2000)
 DV2123
 DV2123'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2123'RECOVERED AS DESCRIBED.
 DV2123'
 DV2123'TO REACH FROM THE INTERSECTION OF SOUTHERN AVENUE AND 115TH
 DV2123'AVENUE, PROCEED SOUTHERLY FOR 1.0 MILES TO A PAVED ROAD ON THE
 DV2123'LEFT ON THE EASTERN END OF PHOENIX INTERNATIONAL RACEWAY (PIR).
 DV2123'TURN LEFT AND FOLLOW THE PAVEMENT FOR 0.18 MILES TO THE END OF
 DV2123'THE ROAD, THE END OF VEHICULAR TRAVEL AND A WALKWAY TO THE
 DV2123'SOUTHERN SHORE OF THE GILA RIVER.  WALK TOWARD THE RIVER TURNING
 DV2123'RIGHT (EASTERLY) THROUGH THE GATE LOCATED APPROXIMATELY 30 METERS
 DV2123'FROM THE END OF VEHICULAR TRAVEL.  PROCEED EASTERLY ALONG THE
 DV2123'SOUTHERN SHORE OF THE GILA FOR APPROXIMATELY 0.4 KMS TO THE TRAILS
 DV2123'ON THE NORTHEAST SIDE OF THE HILL AND THE STATION.
 DV2123'
 DV2123'THE STATION IS SET IN A ROCK OUTCROP, NOT A CONCRETE POST AS
 DV2123'PREVIOUSLY REPORTED.  RM 2 WAS SEARCHED FOR,BUT NOT FOUND.  THE
 DV2123'AZIMUTH MARK WAS NOT SEARCHED FOR.
 DV2123
 DV2123                          STATION RECOVERY (2006)
 DV2123
 DV2123'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2123'THE STATION MARK HAS BEEN BATTERED BY VANDALS, BUT IS STILL IN PLACE
 DV2123'AS MONUMENTED. RM2 WAS FOUND IN A DISPLACED CHUNK OF ROCK, LYING
 DV2123'SIDEWAYS NEAR IT'S DESCRIBED LOCATION.
 DV2123
 DV2123                          STATION RECOVERY (2006)
 DV2123
 DV2123'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MGM)
 DV2123'RECOVERED AS DESCRIBED.
 DV2123
 DV2123                          STATION RECOVERY (2008)
 DV2123
 DV2123'RECOVERY NOTE BY GEOCACHING 2008 (MDS)
 DV2123'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2344 ***********************************************************************
 DV2344  DESIGNATION -  TTP 22
 DV2344  PID         -  DV2344
 DV2344  STATE/COUNTY-  AZ/PINAL
 DV2344  USGS QUAD   -  PIMA BUTTE (1967)
 DV2344
 DV2344                         *CURRENT SURVEY CONTROL
 DV2344  ___________________________________________________________________
 DV2344* NAD 83(1986)-  33 11 25.     (N)    112 00 43.     (W)     SCALED    
 DV2344* NAVD 88     -       344.594  (meters)    1130.56   (feet)  ADJUSTED  
 DV2344  ___________________________________________________________________
 DV2344  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV2344  DYNAMIC HT  -         344.193 (meters)    1129.24  (feet)  COMP
 DV2344  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 DV2344
 DV2344  VERT ORDER  -  FIRST     CLASS II
 DV2344
 DV2344.The horizontal coordinates were scaled from a topographic map and have
 DV2344.an estimated accuracy of +/- 6 seconds.
 DV2344
 DV2344.The orthometric height was determined by differential leveling
 DV2344.and adjusted in August 1994.
 DV2344
 DV2344.The geoid height was determined by GEOID03.
 DV2344
 DV2344.The dynamic height is computed by dividing the NAVD 88
 DV2344.geopotential number by the normal gravity value computed on the
 DV2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2344.degrees latitude (g = 980.6199 gals.).
 DV2344
 DV2344.The modeled gravity was interpolated from observed gravity values.
 DV2344
 DV2344;                    North         East    Units  Estimated Accuracy
 DV2344;SPC AZ C     -   242,860.      204,480.      MT  (+/- 180 meters Scaled)
 DV2344
 DV2344                          SUPERSEDED SURVEY CONTROL
 DV2344
 DV2344.No superseded survey control is available for this station.
 DV2344
 DV2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB056728(NAD 83)
 DV2344_MARKER: DD = SURVEY DISK
 DV2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2344_SP_SET: CONCRETE POST
 DV2344_STAMPING: TTP 22 1948
 DV2344_MARK LOGO: USE   
 DV2344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2344+STABILITY: SURFACE MOTION
 DV2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2344+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DV2344
 DV2344  HISTORY     - Date     Condition        Report By
 DV2344  HISTORY     - 1948     MONUMENTED       USE
 DV2344  HISTORY     - 19940325 GOOD             NGS
 DV2344  HISTORY     - 20061215 GOOD             GEOCAC
 DV2344
 DV2344                          STATION DESCRIPTION
 DV2344
 DV2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DV2344'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV2344'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV2344'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG MARICOPA ROAD, THENCE 1.2 KM
 DV2344'(0.75 MI) WESTERLY ALONG A DIRT ROAD, IN THE CENTER OF A 50 BY
 DV2344'50-FOOT CONCRETE X TOPOGRAPHIC SITE, 31.5 M (103.3 FT) NORTH OF THE
 DV2344'ROAD CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 DV2344'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DV2344
 DV2344                          STATION RECOVERY (2006)
 DV2344
 DV2344'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0585 ***********************************************************************
 CG0585  DESIGNATION -  TUB 2
 CG0585  PID         -  CG0585
 CG0585  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0585  USGS QUAD   -  AMADO (1981)
 CG0585
 CG0585                         *CURRENT SURVEY CONTROL
 CG0585  ___________________________________________________________________
 CG0585* NAD 83(1992)-  31 38 11.34537(N)    111 03 21.89314(W)     NO CHECK  
 CG0585* NAVD 88     -       981.75   (+/-2cm)    3221.0    (feet)  VERTCON   
 CG0585  ___________________________________________________________________
 CG0585  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 CG0585  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0585  HORZ ORDER  -  THIRD
 CG0585  VERT ORDER  -  THIRD (See Below)
 CG0585
 CG0585.The horizontal coordinates were established by classical geodetic methods
 CG0585.and adjusted by the National Geodetic Survey in August 1993.
 CG0585.No horizontal observational check was made to the station.
 CG0585
 CG0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0585.The vertical order pertains to the NGVD 29 superseded value.
 CG0585
 CG0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0585
 CG0585.The geoid height was determined by GEOID03.
 CG0585
 CG0585;                    North         East     Units Scale Factor Converg.
 CG0585;SPC AZ C     -    70,884.750   294,991.827   MT  0.99998216   +0 27 05.1
 CG0585;SPC AZ C     -   232,561.52    967,820.95   iFT  0.99998216   +0 27 05.1
 CG0585;UTM  12      - 3,500,145.297   494,682.016   MT  0.99960035   -0 01 45.9
 CG0585
 CG0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0585!SPC AZ C     -   0.99985051  x   0.99998216  =   0.99983267
 CG0585!UTM  12      -   0.99985051  x   0.99960035  =   0.99945092
 CG0585
 CG0585|---------------------------------------------------------------------|
 CG0585| PID    Reference Object                     Distance      Geod. Az  |
 CG0585|                                                           dddmmss.s |
 CG0585| CG0586 TUB 2 RM 3                                         04152     |
 CG0585| CG0587 TUB 2 RM 4                                         16149     |
 CG0585| CG0584 TUB                                  65.870 METERS 26538     |
 CG0585| CG0573 TUB 2 AZ MK                                        3513553.8 |
 CG0585|---------------------------------------------------------------------|
 CG0585
 CG0585                          SUPERSEDED SURVEY CONTROL
 CG0585
 CG0585  NAD 83(1986)-  31 38 11.33496(N)    111 03 21.88971(W) AD(       ) 3
 CG0585  NAD 27      -  31 38 11.01913(N)    111 03 19.55637(W) AD(       ) 3
 CG0585  NGVD 29 (03/28/06)  980.94   (m)         3218.3    (f) RESET       3  
 CG0585
 CG0585.Superseded values are not recommended for survey control.
 CG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0585.See file dsdata.txt to determine how the superseded data were derived.
 CG0585
 CG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9468200145(NAD 83)
 CG0585_MARKER: DS = TRIANGULATION STATION DISK
 CG0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0585_STAMPING: TUB 2 BM RESET 1967
 CG0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0585+STABILITY: SURFACE MOTION
 CG0585
 CG0585  HISTORY     - Date     Condition        Report By
 CG0585  HISTORY     - 1967     MONUMENTED       CGS
 CG0585  HISTORY     - 1967     GOOD             CGS
 CG0585  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0585  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0585
 CG0585                          STATION DESCRIPTION
 CG0585
 CG0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RMS)
 CG0585'THE STATION IS ABOUT 39 MILES SOUTH OF TUCSON, 19 MILES NORTH OF
 CG0585'NOGALES, 6 MILES SOUTH OF AMADO, 2 MILES NORTH OF OLD TUBAC, AND
 CG0585'UPON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 89 (INTERSTATE
 CG0585'HIGHWAY 19).
 CG0585'
 CG0585'TO REACH THE STATION FROM THE POST OFFICE AT AMADO, DRIVE SOUTH
 CG0585'ON U.S. HIGHWAY 89 FOR 5.6 MILES TO THE AZIMUTH MARK ON THE LEFT,
 CG0585'NEAR THE EAST RIGHT-OF-WAY FENCE.  CONTINUE SOUTH ON THE HIGHWAY
 CG0585'FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 CG0585'
 CG0585'THE STATION MARK, A STANDARD DISK STAMPED TUB 2 B.M. RESET 1967, IS
 CG0585'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10
 CG0585'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE OF
 CG0585'THE GROUND.  IT IS 122.5 FEET EAST OF THE CENTER OF THE NORTHBOUND
 CG0585'LANE OF INTERSTATE HIGHWAY 19, 78.0 FEET WEST OF THE CENTER OF A
 CG0585'NORTH-SOUTH BLADED ROAD, 4.0 FEET SOUTH OF A METAL WITNESS POST
 CG0585'WITH SIGN ATTACHED, AND 3.0 FEET WEST OF THE EAST RIGHT-OF-WAY
 CG0585'FENCE.
 CG0585'
 CG0585'REFERENCE MARK 3, A STANDARD DISK STAMPED TUB 2 NO 3 B.M. RESET
 CG0585'1967, IS SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES IN
 CG0585'DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0585'IT IS 142.0 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF
 CG0585'INTERSTATE HIGHWAY 19, 59.0 FEET WEST OF THE CENTER OF THE BLADED
 CG0585'ROAD, 23.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, AND 25 FEET
 CG0585'NORTHEAST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 CG0585'
 CG0585'REFERENCE MARK 4, A STANDARD DISK STAMPED TUB 2 NO 4 B.M. RESET
 CG0585'1967, IS SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES
 CG0585'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CG0585'126.5 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE
 CG0585'HIGHWAY 19, 73.0 FEET WEST OF THE CENTER OF THE BLADED ROAD, 27.7
 CG0585'FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST WITH SIGN, AND ON
 CG0585'LINE WITH THE EAST RIGHT-OF-WAY FENCE.
 CG0585'
 CG0585'THE AZIMUTH MARK IS ABOUT 39 MILES SOUTH OF TUCSON, 19 MILES
 CG0585'NORTH OF NOGALES, 5.6 MILES SOUTH OF AMADO, AND UPON THE EAST
 CG0585'RIGHT-OF-WAY OF U.S. HIGHWAY 89 (INTERSTATE HIGHWAY 19). TO
 CG0585'REACH THE STATION FROM THE POST OFFICE AT AMADO, DRIVE SOUTH
 CG0585'ON U.S. HIGHWAY 89 FOR 5.6 MILES TO THE STATION AS DESCRIBED.
 CG0585'THE STATION MARK, A STANDARD AZIMUTH DISK STAMPED TUB 2 1967,
 CG0585'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 CG0585'10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE
 CG0585'OF THE GROUND. IT IS 125.0 FEET EAST OF THE CENTER OF THE
 CG0585'NORTHBOUND LANE OF INTERSTATE HIGHWAY 19, 4.5 FEET SOUTH OF A
 CG0585'METAL WITNESS POST WITH SIGN ATTACHED, AND ON AN ALIGNMENT
 CG0585'WITH THE EAST RIGHT-OF-WAY FENCE. TUB AZIMUTH MARK 1959 WAS
 CG0585'ESTABLISHED UPON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, BUT IT
 CG0585'WAS FOUND TO BE WITHIN THE CONSTRUCTION ALIGNMENT OF INTERSTATE
 CG0585'HIGHWAY 19 AND WAS DESTROYED UP0N THE COMPLETION OF THE
 CG0585'ESTABLISHMENT OF TRIANGULATION STATION TUB 2.
 CG0585
 CG0585                          STATION RECOVERY (1967)
 CG0585
 CG0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CG0585'6.0 MI S FROM AMADO.
 CG0585'6.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, 2
 CG0585'MILES NORTH OF OLD TUBAC, 122.5 FEET EAST OF THE CENTER OF THE
 CG0585'NORTH-BOUND LANE OF INTERSTATE HIGHWAY 19, 78.0 FEET WEST OF A
 CG0585'NORTH-SOUTH BLADED ROAD, 4.0 FEET SOUTH OF A METAL WITNESS POST WITH
 CG0585'SIGN ATTACHED, AND 3.0 FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY
 CG0585'FENCE.  THE BENCH MARK IS A STANDARD TRIANGULATION STATION DISK,
 CG0585'STAMPED TUB 2 B.M. RESET 1967, AND IS SET IN THE TOP OF A CONCRETE
 CG0585'MONUMENT THAT IS 10 INCHES IN DIAMETER AT THE TOP AND PROJECTS 3
 CG0585'INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0585
 CG0585                          STATION RECOVERY (1979)
 CG0585
 CG0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0585'MARK NOT FOUND.
 CG0585
 CG0585                          STATION RECOVERY (1980)
 CG0585
 CG0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0585'MARK BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0573 ***********************************************************************
 CG0573  DESIGNATION -  TUB 2 AZ MK
 CG0573  PID         -  CG0573
 CG0573  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0573  USGS QUAD   -  AMADO (1981)
 CG0573
 CG0573                         *CURRENT SURVEY CONTROL
 CG0573  ___________________________________________________________________
 CG0573* NAD 83(1986)-  31 38 34.     (N)    111 03 27.     (W)     SCALED    
 CG0573* NAVD 88     -       976.22   (+/-2cm)    3202.8    (feet)  VERTCON   
 CG0573  ___________________________________________________________________
 CG0573  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0573  VERT ORDER  -  THIRD (See Below)
 CG0573
 CG0573.The horizontal coordinates were scaled from a topographic map and have
 CG0573.an estimated accuracy of +/- 6 seconds.
 CG0573
 CG0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0573.The vertical order pertains to the NGVD 29 superseded value.
 CG0573
 CG0573.The geoid height was determined by GEOID03.
 CG0573
 CG0573;                    North         East    Units  Estimated Accuracy
 CG0573;SPC AZ C     -    71,580.      294,850.      MT  (+/- 180 meters Scaled)
 CG0573
 CG0573                          SUPERSEDED SURVEY CONTROL
 CG0573
 CG0573  NGVD 29 (03/28/06)  975.40   (m)         3200.1    (f) RESET       3  
 CG0573
 CG0573.Superseded values are not recommended for survey control.
 CG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0573.See file dsdata.txt to determine how the superseded data were derived.
 CG0573
 CG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA945008(NAD 83)
 CG0573_MARKER: DZ = AZIMUTH MARK DISK
 CG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0573_STAMPING: TUB 2 1967
 CG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0573+STABILITY: SURFACE MOTION
 CG0573
 CG0573  HISTORY     - Date     Condition        Report By
 CG0573  HISTORY     - 1967     MONUMENTED       CGS
 CG0573  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0573
 CG0573                          STATION DESCRIPTION
 CG0573
 CG0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0573'5.6 MI S FROM AMADO.
 CG0573'5.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, 2
 CG0573'MILES NORTH OF OLD TUBAC, 0.1 MILE SOUTH OF A ROAD LEADING TO A GROUP
 CG0573'OF HOMES AND AN AIRCRAFT FLIGHT STRIP, 125.0 FEET EAST OF THE CENTER
 CG0573'OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 19, 4.5 FEET SOUTH OF A
 CG0573'METAL WITNESS POST WITH SIGN ATTACHED, AND BENEATH THE EAST HIGHWAY
 CG0573'RIGHT-OF-WAY FENCE.  THE BENCH MARK IS A STANDARD AZIMUTH MARK DISK,
 CG0573'STAMPED TUB 2 1967, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10
 CG0573'INCHES IN DIAMETER AT THE TOP AND PROJECTS 3 INCHES ABOVE THE SURFACE
 CG0573'OF THE GROUND.
 CG0573
 CG0573                          STATION RECOVERY (1980)
 CG0573
 CG0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0573'BELIEVED DESTROYED BY CONSTRUCTION OF INTERSTATE I-19 FRONTAGE
 CG0573'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0586 ***********************************************************************
 CG0586  DESIGNATION -  TUB 2 RM 3
 CG0586  PID         -  CG0586
 CG0586  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0586  USGS QUAD   -  AMADO (1981)
 CG0586
 CG0586                         *CURRENT SURVEY CONTROL
 CG0586  ___________________________________________________________________
 CG0586* NAD 83(1986)-  31 38 21.     (N)    111 03 24.     (W)     SCALED    
 CG0586* NAVD 88     -       981.48   (+/-2cm)    3220.1    (feet)  VERTCON   
 CG0586  ___________________________________________________________________
 CG0586  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0586  VERT ORDER  -  THIRD (See Below)
 CG0586
 CG0586.The horizontal coordinates were scaled from a topographic map and have
 CG0586.an estimated accuracy of +/- 6 seconds.
 CG0586
 CG0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0586.The vertical order pertains to the NGVD 29 superseded value.
 CG0586
 CG0586.The geoid height was determined by GEOID03.
 CG0586
 CG0586;                    North         East    Units  Estimated Accuracy
 CG0586;SPC AZ C     -    71,180.      294,930.      MT  (+/- 180 meters Scaled)
 CG0586
 CG0586                          SUPERSEDED SURVEY CONTROL
 CG0586
 CG0586  NGVD 29 (03/28/06)  980.66   (m)         3217.4    (f) RESET       3  
 CG0586
 CG0586.Superseded values are not recommended for survey control.
 CG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0586.See file dsdata.txt to determine how the superseded data were derived.
 CG0586
 CG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA946004(NAD 83)
 CG0586_MARKER: DR = REFERENCE MARK DISK
 CG0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0586_STAMPING: TUB 2 NO 3 B.M. RESET 1967
 CG0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0586+STABILITY: SURFACE MOTION
 CG0586
 CG0586  HISTORY     - Date     Condition        Report By
 CG0586  HISTORY     - 1967     MONUMENTED       CGS
 CG0586  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0586
 CG0586                          STATION DESCRIPTION
 CG0586
 CG0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0586'6.0 MI S FROM AMADO.
 CG0586'6.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, 2
 CG0586'MILES NORTH OF OLD TUBAC, 142.0 FEET EAST OF THE CENTER OF THE
 CG0586'NORTH-BOUND LANE OF INTERSTATE HIGHWAY 19, 59.0 FEET WEST OF THE
 CG0586'CENTER OF A NORTH-SOUTH BLADED ROAD, 23.0 FEET EAST OF THE EAST
 CG0586'HIGHWAY RIGHT-OF-WAY FENCE, AND 26.78 FEET, OR 8.163 METERS, NORTHEAST
 CG0586'OF TRIANGULATION STATION TUB 2 1967.  THE BENCH MARK IS A STANDARD
 CG0586'REFERENCE MARK DISK, STAMPED TUB 2 NO 3 B.M. RESET 1967, AND IS SET IN
 CG0586'THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AT THE
 CG0586'TOP AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CG0586
 CG0586                          STATION RECOVERY (1980)
 CG0586
 CG0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0586'MARK BELIEVED DESTROYED BY CONSTRUCTION OF FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0587 ***********************************************************************
 CG0587  DESIGNATION -  TUB 2 RM 4
 CG0587  PID         -  CG0587
 CG0587  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0587  USGS QUAD   -  AMADO (1981)
 CG0587
 CG0587                         *CURRENT SURVEY CONTROL
 CG0587  ___________________________________________________________________
 CG0587* NAD 83(1986)-  31 38 21.     (N)    111 03 25.     (W)     SCALED    
 CG0587* NAVD 88     -       981.70   (+/-2cm)    3220.8    (feet)  VERTCON   
 CG0587  ___________________________________________________________________
 CG0587  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0587  VERT ORDER  -  THIRD (See Below)
 CG0587
 CG0587.The horizontal coordinates were scaled from a topographic map and have
 CG0587.an estimated accuracy of +/- 6 seconds.
 CG0587
 CG0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0587.The vertical order pertains to the NGVD 29 superseded value.
 CG0587
 CG0587.The geoid height was determined by GEOID03.
 CG0587
 CG0587;                    North         East    Units  Estimated Accuracy
 CG0587;SPC AZ C     -    71,180.      294,910.      MT  (+/- 180 meters Scaled)
 CG0587
 CG0587                          SUPERSEDED SURVEY CONTROL
 CG0587
 CG0587  NGVD 29 (03/28/06)  980.88   (m)         3218.1    (f) RESET       3  
 CG0587
 CG0587.Superseded values are not recommended for survey control.
 CG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0587.See file dsdata.txt to determine how the superseded data were derived.
 CG0587
 CG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA946004(NAD 83)
 CG0587_MARKER: DR = REFERENCE MARK DISK
 CG0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0587_STAMPING: TUB 2 NO 4 B.M. RESET 1967
 CG0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0587+STABILITY: SURFACE MOTION
 CG0587
 CG0587  HISTORY     - Date     Condition        Report By
 CG0587  HISTORY     - 1967     MONUMENTED       CGS
 CG0587  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0587
 CG0587                          STATION DESCRIPTION
 CG0587
 CG0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CG0587'6.0 MI S FROM AMADO.
 CG0587'6.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO, 2
 CG0587'MILES NORTH OF OLD TUBAC, 126.5 FEET EAST OF THE CENTER OF THE
 CG0587'NORTH-BOUND LANE OF INTERSTATE HIGHWAY 19, 73.0 FEET WEST OF THE
 CG0587'CENTER OF A NORTH-SOUTH BLADED ROAD, IN LINE WITH THE PROPOSED EAST
 CG0587'RIGHT-OF-WAY FENCE OF THE INTERSTATE HIGHWAY, AND 27.7 FEET
 CG0587'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE BENCH
 CG0587'MARK IS A STANDARD REFERENCE MARK DISK, STAMPED TUB 2 NO 4 B.M. RESET
 CG0587'1967, AND IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 CG0587'IN DIAMETER AT THE TOP AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CG0587'GROUND.
 CG0587
 CG0587                          STATION RECOVERY (1980)
 CG0587
 CG0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0587'MARK BELIEVED DESTROYED BY CONSTRUCTION OF HIWAY I-19
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0588 ***********************************************************************
 GP0588  DESIGNATION -  TUBA CITY
 GP0588  PID         -  GP0588
 GP0588  STATE/COUNTY-  AZ/COCONINO
 GP0588  USGS QUAD   -  TUBA CITY (1969)
 GP0588
 GP0588                         *CURRENT SURVEY CONTROL
 GP0588  ___________________________________________________________________
 GP0588* NAD 83(1992)-  36 08 00.00678(N)    111 13 25.53611(W)     ADJUSTED  
 GP0588* NAVD 88     -      1537.08   (+/-2cm)    5042.9    (feet)  VERTCON   
 GP0588  ___________________________________________________________________
 GP0588  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GP0588  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0588  HORZ ORDER  -  FIRST
 GP0588  VERT ORDER  -  THIRD ? (See Below)
 GP0588
 GP0588.The horizontal coordinates were established by classical geodetic methods
 GP0588.and adjusted by the National Geodetic Survey in August 1993.
 GP0588
 GP0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0588.The vertical order pertains to the NGVD 29 superseded value.
 GP0588
 GP0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0588
 GP0588.The geoid height was determined by GEOID03.
 GP0588
 GP0588;                    North         East     Units Scale Factor Converg.
 GP0588;SPC AZ C     -   569,528.687   275,723.912   MT  0.99994791   +0 24 30.9
 GP0588;SPC AZ C     - 1,868,532.44    904,606.01   iFT  0.99994791   +0 24 30.9
 GP0588;UTM  12      - 3,998,760.624   479,867.027   MT  0.99960499   -0 07 55.0
 GP0588
 GP0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0588!SPC AZ C     -   0.99976248  x   0.99994791  =   0.99971041
 GP0588!UTM  12      -   0.99976248  x   0.99960499  =   0.99936757
 GP0588
 GP0588:                Primary Azimuth Mark                     Grid Az
 GP0588:SPC AZ C     -  L 50                                     254 59 16.3
 GP0588:UTM  12      -  L 50                                     255 31 42.2
 GP0588
 GP0588|---------------------------------------------------------------------|
 GP0588| PID    Reference Object                     Distance      Geod. Az  |
 GP0588|                                                           dddmmss.s |
 GP0588| GP0152 L 50                                               2552347.2 |
 GP0588|---------------------------------------------------------------------|
 GP0588
 GP0588                          SUPERSEDED SURVEY CONTROL
 GP0588
 GP0588  NAD 83(1986)-  36 08 00.00676(N)    111 13 25.53548(W) AD(       ) 1
 GP0588  NAD 27      -  36 08 00.03000(N)    111 13 23.03500(W) AD(       ) 1
 GP0588  NGVD 29 (07/19/86) 1536.17   (m)         5039.9    (f) LEVELING    3  
 GP0588
 GP0588.Superseded values are not recommended for survey control.
 GP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0588.See file dsdata.txt to determine how the superseded data were derived.
 GP0588
 GP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7986798761(NAD 83)
 GP0588_MARKER: DS = TRIANGULATION STATION DISK
 GP0588_SETTING: 66 = SET IN ROCK OUTCROP
 GP0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0588+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GP0588
 GP0588  HISTORY     - Date     Condition        Report By
 GP0588  HISTORY     - 1951     MONUMENTED       CGS
 GP0588  HISTORY     - 1955     GOOD             USGS
 GP0588  HISTORY     - 1958     GOOD             CGS
 GP0588  HISTORY     - 1967     GOOD             CGS
 GP0588  HISTORY     - 1969     GOOD             USGS
 GP0588  HISTORY     - 1972     GOOD             AZHD
 GP0588  HISTORY     - 1977     GOOD             NGS
 GP0588  HISTORY     - 20050415 GOOD             NGS
 GP0588
 GP0588                          STATION DESCRIPTION
 GP0588
 GP0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0588'THE STATION IS LOCATED ON THE SOUTH END OF A SMALL MES
 GP0588'IT IS ABOUT 1 MILE AIRLINE EAST OF TUBA CITY, ABOUT 7 MILES
 GP0588'AIRLINE EAST OF MOENAVE, AND ABOUT 20 MILES AIRLINE
 GP0588'NORTH-NORTHEAST OF CAMERON.
 GP0588'
 GP0588'THE STATION IS A STANDARD DISK STAMPED TUBA CITY 1951 SET
 GP0588'IN A DRILL HOLE IN A 12-BY 18-INCH PIECE OF PROTRUDING BEDROCK
 GP0588'AND IS ABOUT FLUSH WITH THE GROUND.  IT IS ABOUT 30 FEET WEST
 GP0588'OF THE EAST RIM AND ABOUT 150 FEET EAST-NORTHEAST OF THE
 GP0588'WEST-NORTHWEST RIM OF THE MESA.
 GP0588'
 GP0588'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TUBA
 GP0588'CITY NO 1 1951 SET IN A DRILL HOLE IN A 16-BY 24-INCH PIECE
 GP0588'OF BEDROCK WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT
 GP0588'4 INCHES LOWER THAN THE STATION.
 GP0588'
 GP0588'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TUBA
 GP0588'CITY NO 2 1951 SET IN A DRILL HOLE IN A 14-BY 18-INCH PIECE
 GP0588'OF BEDROCK WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT
 GP0588'THE SAME ELEVATION AS THE STATION.
 GP0588'
 GP0588'BM L50 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GP0588'DISK STAMPED L50 1934 SET IN A DRILL HOLE IN THE EAST-SOUTHEAST
 GP0588'CORNER OF THE CONCRETE STEPS LEADING TO THE MAIN ENTRANCE OF
 GP0588'THE SCHOOL HOUSE.
 GP0588'
 GP0588'TO REACH THE STATION FROM THE POST OFFICE IN TUBA CITY, GO
 GP0588'EAST ON THE MAIN TRAVELED ROAD FOR 0.1 MILE OT THE SCHOOL
 GP0588'HOUSE ON THE LEFT, NORTH, SIDE OF THE ROAD AND THE AZIMUTH
 GP0588'MARK.  CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR 0.4 MILE
 GP0588'TO A POINT WHERE THE MAIN TRAVELED ROAD CURVES TO THE RIGHT,
 GP0588'SOUTH.  FOLLOW STRAIGHT AHEAD, EAST, ON A DIRT SIDE ROAD FOR
 GP0588'0.1 MILE.  TAKE THE LEFT FORK AND GO NORTH FOR 0.2 MILE.
 GP0588'TAKE THE RIGHT FORK AND FOLLOW THE DIRT ROAD EASTERLY FOR
 GP0588'0.4 MILE TO THE TOP OF THE SOUTH END OF THE MESA AND THE
 GP0588'STATION.
 GP0588'
 GP0588'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 GP0588
 GP0588                          STATION RECOVERY (1955)
 GP0588
 GP0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GP0588'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 GP0588'AGREE WITH NGS.
 GP0588
 GP0588                          STATION RECOVERY (1958)
 GP0588
 GP0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 GP0588'STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 RECOVERED IN
 GP0588'GOOD CONDITION.  REFERENCE MARK NO. 1 SEARCHED FOR BUT NOT
 GP0588'RECOVERED.  ANGLE AND DISTANCE TO R.M. NO. 2 CHECKED AND VERIFIED.
 GP0588'
 GP0588'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING...
 GP0588'SCHOOLHOUSE IS NOW HEADQUARTERS FOR TUBA CITY SUB-DIVISION
 GP0588'FOR NAVAJO POLICE.
 GP0588
 GP0588                          STATION RECOVERY (1967)
 GP0588
 GP0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 GP0588'THE STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH
 GP0588'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 GP0588'MARK NUMBER 1 HAS BEEN DESTROYED.
 GP0588'
 GP0588'THE 1951 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 GP0588'
 GP0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 GP0588'EAST OF TUBA CITY, 7.0 MILES NORTH OF MOENCOPI, 20.0 MILES
 GP0588'NORTH-NORTHEAST OF CAMERON AND ON THE SOUTH END OF A SMALL
 GP0588'MESA JUST EAST OF TUBA CITY.
 GP0588
 GP0588                          STATION RECOVERY (1969)
 GP0588
 GP0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GP0588'DESCRIBED BY NGS.  RM 1 NOT FOUND, SURFACE ROCK BROKEN UP.  RM 2
 GP0588'AGREES WITH NGS.  NEW TO REACH FOLLOWS.
 GP0588'
 GP0588'TO REACH FROM POST OFFICE IN TUBA CITY, GO 0.5 MI NW. ON MAIN
 GP0588'STREET TO RD. INTERSECTION AT TUBA CITY TRADING POST.  TURN RIGHT
 GP0588'0.55 MI TO RD. INTERSECTION.  TURN LEFT 0.2 MI TO Y-RD. FORKS.
 GP0588'TAKE RIGHT FORK 0.3 MI UPHILL TO TOP OF SMALL MESA AND STATION AT
 GP0588'SOUTH END.
 GP0588
 GP0588                          STATION RECOVERY (1972)
 GP0588
 GP0588'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0588'GENERAL LOCATION ABOUT 1 MILE AIRLINE E OF TUBA CITY
 GP0588'AND ABOUT 20 MILES AIRLINE NNE OF CAMERON.
 GP0588'
 GP0588'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GP0588'
 GP0588'STATION MARK STD USC AND GS BC SET IN BEDROCKS STAMPED
 GP0588'TUBA CITY 1951.
 GP0588'
 GP0588'REFERENCE MARKS STD USC AND GS BC SET IN BEDROCK STAMPED
 GP0588'TUBA CITY NO 1 1951 AND TUBA CITY NO. 2 1951.
 GP0588'
 GP0588'AZIMUTH MARK STD USC AND GS BA BENCH MARK STAMPED L 50
 GP0588'1934.  COND GOOD.
 GP0588
 GP0588                          STATION RECOVERY (1977)
 GP0588
 GP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 GP0588'THE STATION, RM 2 AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GP0588'CONDITION AS DESCRIBED.  NO ANGLES TURNED AT THIS TIME.  RM 1 NOT
 GP0588'LOCATED, PRESUMED DESTROYED.
 GP0588'
 GP0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE E. OF
 GP0588'TUBA CITY, ARIZ.
 GP0588'
 GP0588'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GP0588
 GP0588                          STATION RECOVERY (2005)
 GP0588
 GP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0588'MARK IS ATOP SMALL MESA WITH CYLINDRICAL WATER TOWER.  IT IS ABOUT 9 M
 GP0588'EAST OF GATE TO RADIO TOWER AND ABOUT 11 M SE OF RM 2 AND NEAR SE
 GP0588'CORNER OF FENCE AROUND RADIO TOWER.
 GP0588'TO ACCESS FROM TUBA TRADING POST AT MAIN ST.(AZ 264), GO ESE ON
 GP0588'EDGEWATER DRIVE FOR 0.85 MI TO CURRENT SCHOOL.  GO NNE (LEFT) ON
 GP0588'WARRIOR DRIVE FOR 0.1 MI.  GO ESE (RIGHT) ON EAST GREEN ST. FOR 0.15
 GP0588'MI.  GO NW (LEFT) ONTO SAND WAGON ROAD FOR 0.3 MI TO WEST SIDE BASE OF
 GP0588'MESA.  GO 0.1 EAST UP TO TOP OF MESA AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1086 ***********************************************************************
 CG1086  DESIGNATION -  TUBAC
 CG1086  PID         -  CG1086
 CG1086  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1086  USGS QUAD   -  AMADO (1981)
 CG1086
 CG1086                         *CURRENT SURVEY CONTROL
 CG1086  ___________________________________________________________________
 CG1086* NAD 83(1992)-  31 39 01.15895(N)    111 07 25.38428(W)     ADJUSTED  
 CG1086* NAVD 88     -      1517.     (meters)    4977.     (feet)  SCALED    
 CG1086  ___________________________________________________________________
 CG1086  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CG1086  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CG1086  HORZ ORDER  -  FIRST
 CG1086
 CG1086.The horizontal coordinates were established by classical geodetic methods
 CG1086.and adjusted by the National Geodetic Survey in August 1993.
 CG1086
 CG1086.The orthometric height was scaled from a topographic map.
 CG1086
 CG1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1086
 CG1086.The geoid height was determined by GEOID03.
 CG1086
 CG1086;                    North         East     Units Scale Factor Converg.
 CG1086;SPC AZ C     -    72,370.365   288,564.760   MT  0.99996973   +0 24 58.0
 CG1086;SPC AZ C     -   237,435.58    946,734.78   iFT  0.99996973   +0 24 58.0
 CG1086;UTM  12      - 3,501,684.230   488,270.051   MT  0.99960170   -0 03 53.7
 CG1086
 CG1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1086!SPC AZ C     -   0.99976653  x   0.99996973  =   0.99973627
 CG1086!UTM  12      -   0.99976653  x   0.99960170  =   0.99936832
 CG1086
 CG1086|---------------------------------------------------------------------|
 CG1086| PID    Reference Object                     Distance      Geod. Az  |
 CG1086|                                                           dddmmss.s |
 CG1086| CH5617 TUBAC RM 1                           10.500 METERS 10552     |
 CG1086| CG1088 TUMACACORI NATIONAL MON CROSS       APPROX.11.4 KM 1423721.0 |
 CG1086| CH5618 TUBAC RM 2                           12.925 METERS 16724     |
 CG1086|---------------------------------------------------------------------|
 CG1086
 CG1086                          SUPERSEDED SURVEY CONTROL
 CG1086
 CG1086  NAD 83(1986)-  31 39 01.14878(N)    111 07 25.38207(W) AD(       ) 1
 CG1086  NAD 27      -  31 39 00.83300(N)    111 07 23.04400(W) AD(       ) 1
 CG1086
 CG1086.Superseded values are not recommended for survey control.
 CG1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1086.See file dsdata.txt to determine how the superseded data were derived.
 CG1086
 CG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA8827001684(NAD 83)
 CG1086_MARKER: DS = TRIANGULATION STATION DISK
 CG1086_SETTING: 66 = SET IN ROCK OUTCROP
 CG1086
 CG1086  HISTORY     - Date     Condition        Report By
 CG1086  HISTORY     - 1935     MONUMENTED       CGS
 CG1086
 CG1086                          STATION DESCRIPTION
 CG1086
 CG1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1086'ABOUT 6 MILES NORTHWEST OF TUBAC (A SMALL VILLAGE ON THE SOUTHERN
 CG1086'PACIFIC RAILROAD).  ON THE HIGHEST, MOST NORTHERLY PEAK IN THAT
 CG1086'RANGE OR LOCALITY.  TO REACH FROM TUBAC, TAKE U.S. HIGHWAY NO. 89
 CG1086'NORTH 1.3 MILES, TURN WEST OFF HIGHWAY AT SIGN READING PUERTO
 CG1086'CANYON RANCH, PASS THROUGH TWO GATES AND GO WEST FOR 0.3 MILE TO
 CG1086'RANCH HOUSE AND WINDMILL (INQUIRE ABOUT KEY TO LOCKED GATE
 CG1086'AHEAD).  CONTINUE WEST ON ROAD FROM RANCH AND GO 1.0 MILE TO GATE.
 CG1086'PASS THROUGH GATE AND GO 1.1 MILES TO NATIONAL FOREST
 CG1086'BOUNDARY AND LOCKED GATE.  PASS THROUGH GATE, TAKE RIGHT
 CG1086'FORK AND GO 1.3 MILES TO ANOTHER GATE AND SHACK HOUSE.  FROM
 CG1086'HERE ONE CAN DRIVE ABOUT 0.2 MILE FURTHER WEST TO END OF TRUCK
 CG1086'TRAVEL.  FROM THE SHACK THE STATION LIES 300 DEG MAGNETIC
 CG1086'AND THE BEST ROUTE IS TO FOLLOW UP CANYON (WASH), TAKE THE RIGHT
 CG1086'FORK THROUGH SMALL PASS BETWEEN THE ROCKS TO CREST OF RIDGE,
 CG1086'THENCE ALONG NORTH SLOPE OF RIDGE TO TOP AND STATION.
 CG1086'STATION MARK IS A U.S ARMY TRIANGULATION DISK SET IN DRILL
 CG1086'HOLE IN ROCK.  MARK READS U.S. ARMY, FORT SAM HOUSTON, TEXAS.
 CG1086'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1086'IS 10.500 METERS (34.45 FEET) FROM STATION S 74 DEG 8 MIN E.
 CG1086'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CG1086'DISK, IS 12.925 METERS (42.40 FEET) FROM STATION
 CG1086'S 12 DEG 36 MIN E. TUMACACORI NATIONAL MONUMENT MAY BE
 CG1086'USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1092 ***********************************************************************
 CG1092  DESIGNATION -  TUBAC CATHOLIC CHURCH CROSS
 CG1092  PID         -  CG1092
 CG1092  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1092  USGS QUAD   -  TUBAC (1981)
 CG1092
 CG1092                         *CURRENT SURVEY CONTROL
 CG1092  ___________________________________________________________________
 CG1092* NAD 83(1992)-  31 36 44.62557(N)    111 02 49.02192(W)     ADJUSTED  
 CG1092* NAVD 88     -              **(meters)            **(feet)            
 CG1092  ___________________________________________________________________
 CG1092  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CG1092  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG1092  HORZ ORDER  -  THIRD
 CG1092
 CG1092.The horizontal coordinates were established by classical geodetic methods
 CG1092.and adjusted by the National Geodetic Survey in August 1993.
 CG1092
 CG1092
 CG1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1092
 CG1092.The geoid height was determined by GEOID03.
 CG1092
 CG1092;                    North         East     Units Scale Factor Converg.
 CG1092;SPC AZ C     -    68,220.762   295,879.238   MT  0.99998396   +0 27 21.3
 CG1092;SPC AZ C     -   223,821.40    970,732.41   iFT  0.99998396   +0 27 21.3
 CG1092;UTM  12      - 3,497,474.981   495,546.717   MT  0.99960024   -0 01 28.6
 CG1092
 CG1092                          SUPERSEDED SURVEY CONTROL
 CG1092
 CG1092  NAD 83(1986)-  31 36 44.61468(N)    111 02 49.01878(W) AD(       ) 4
 CG1092  NAD 27      -  31 36 44.29300(N)    111 02 46.69000(W) AD(       ) 3
 CG1092
 CG1092.Superseded values are not recommended for survey control.
 CG1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1092.See file dsdata.txt to determine how the superseded data were derived.
 CG1092
 CG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9554797475(NAD 83)
 CG1092_MARKER: 91 = CHURCH CROSS
 CG1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CG1092+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2008
 CG1092
 CG1092  HISTORY     - Date     Condition        Report By
 CG1092  HISTORY     - 1960     FIRST OBSERVED   CGS
 CG1092  HISTORY     - 19981006 GOOD             USPSQD
 CG1092  HISTORY     - 20061022 GOOD             GEOCAC
 CG1092  HISTORY     - 20080209 GOOD             GEOCAC
 CG1092
 CG1092                          STATION DESCRIPTION
 CG1092
 CG1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CG1092'THE STATION IS 3 MILES NORTH OF TUMACACORI IN THE VILLAGE OF TUBAC.
 CG1092'IT IS AN ADOBE AND STUCCO CHURCH AND THE CROSS AT THE APEX WAS
 CG1092'THE POINT OBSERVED UPON.
 CG1092
 CG1092                          STATION RECOVERY (1998)
 CG1092
 CG1092'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1092'RECOVERED IN GOOD CONDITION.
 CG1092
 CG1092                          STATION RECOVERY (2006)
 CG1092
 CG1092'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG1092'RECOVERED THE STATION IN GOOD CONDITION AS DESCRIBED WITH THE
 CG1092'FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION IS ST. ANN S
 CG1092'CATHOLIC CHURCH, LOCATED IN THE TUBAC PRESIDIO STATE HISTORIC PARK.
 CG1092' 
 CG1092'TO REACH THE STATION FROM THE ARIVACA ROAD UNDERPASS IN AMADO, GO
 CG1092'SOUTH ON I-19 FOR 8.2 MILES TO THE TUBAC EXIT. TAKE THE EXIT AND TURN
 CG1092'LEFT EAST UNDER I-19 TO FRONTAGE ROAD. TURN LEFT NORTH ON FRONTAGE
 CG1092'ROAD FOR .4 MILES TO PLAZA ROAD. TURN RIGHT EAST ON PLAZA ROAD TO
 CG1092'BURRELL STREET. TURN RIGHT SOUTH ON BURRELL STREET 140 FEET TO CALLE
 CG1092'INGLESIA. TURN LEFT EAST ON CALLE INGLESIA TO THE STATION ON THE
 CG1092'RIGHT.
 CG1092
 CG1092                          STATION RECOVERY (2008)
 CG1092
 CG1092'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 CG1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2395 ***********************************************************************
 CZ2395  FBN         -  This is a Federal Base Network Control Station.
 CZ2395  DESIGNATION -  TUC
 CZ2395  PID         -  CZ2395
 CZ2395  STATE/COUNTY-  AZ/PIMA
 CZ2395  USGS QUAD   -  SABINO CANYON (1992)
 CZ2395
 CZ2395                         *CURRENT SURVEY CONTROL
 CZ2395  ___________________________________________________________________
 CZ2395* NAD 83(2007)-  32 18 34.60812(N)    110 47 04.77725(W)     ADJUSTED  
 CZ2395* NAVD 88     -       903.0    (meters)    2963.     (feet)  GPS OBS   
 CZ2395  ___________________________________________________________________
 CZ2395  EPOCH DATE  -        2007.00
 CZ2395  X           -  -1,914,992.973 (meters)                     COMP
 CZ2395  Y           -  -5,045,323.210 (meters)                     COMP
 CZ2395  Z           -   3,389,965.561 (meters)                     COMP
 CZ2395  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 CZ2395  ELLIP HEIGHT-         874.648 (meters)          (02/10/07) ADJUSTED
 CZ2395  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CZ2395
 CZ2395  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2395  Type    PID    Designation                      North   East  Ellip
 CZ2395  -------------------------------------------------------------------
 CZ2395  NETWORK CZ2395 TUC                               0.24   0.24   0.67
 CZ2395  -------------------------------------------------------------------
 CZ2395
 CZ2395.The horizontal coordinates were established by GPS observations
 CZ2395.and adjusted by the National Geodetic Survey in February 2007.
 CZ2395
 CZ2395.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2395.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2395.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2395.The epoch date for horizontal control is a decimal equivalence
 CZ2395.of Year/Month/Day.
 CZ2395
 CZ2395.The orthometric height was determined by GPS observations and a
 CZ2395.high-resolution geoid model.
 CZ2395
 CZ2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2395
 CZ2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2395
 CZ2395.The ellipsoidal height was determined by GPS observations
 CZ2395.and is referenced to NAD 83.
 CZ2395
 CZ2395.The geoid height was determined by GEOID03.
 CZ2395
 CZ2395;                    North         East     Units Scale Factor Converg.
 CZ2395;SPC AZ C     -   145,759.358   319,958.160   MT  1.00004008   +0 36 18.4
 CZ2395;SPC AZ C     -   478,213.12  1,049,731.50   iFT  1.00004008   +0 36 18.4
 CZ2395;UTM  12      - 3,574,775.200   520,271.355   MT  0.99960507   +0 06 54.4
 CZ2395
 CZ2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2395!SPC AZ C     -   0.99986269  x   1.00004008  =   0.99990276
 CZ2395!UTM  12      -   0.99986269  x   0.99960507  =   0.99946781
 CZ2395
 CZ2395                          SUPERSEDED SURVEY CONTROL
 CZ2395
 CZ2395  NAD 83(1992)-  32 18 34.60768(N)    110 47 04.77642(W) AD(       ) A
 CZ2395  ELLIP H (09/30/99)  874.671  (m)                       GP(       ) 3 1
 CZ2395  NAD 83(1992)-  32 18 34.60758(N)    110 47 04.77623(W) AD(       ) 1
 CZ2395  ELLIP H (08/23/93)  874.742  (m)                       GP(       ) 4 2
 CZ2395  NAD 83(1986)-  32 18 34.60281(N)    110 47 04.77505(W) AD(       ) 1
 CZ2395  NGVD 29 (05/25/90)  902.4    (m)         2961.     (f) GPS OBS     3  
 CZ2395
 CZ2395.Superseded values are not recommended for survey control.
 CZ2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2395.See file dsdata.txt to determine how the superseded data were derived.
 CZ2395
 CZ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2027174775(NAD 83)
 CZ2395_MARKER: DH = HORIZONTAL CONTROL DISK
 CZ2395_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2395_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CZ2395_STAMPING: TUC 1987
 CZ2395_MARK LOGO: NGS   
 CZ2395_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ2395+STABILITY: POSITION/ELEVATION WELL
 CZ2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2395+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2004
 CZ2395
 CZ2395  HISTORY     - Date     Condition        Report By
 CZ2395  HISTORY     - 1987     MONUMENTED       NGS
 CZ2395  HISTORY     - 19980802 GOOD             NGS
 CZ2395  HISTORY     - 19990109 GOOD             NGS
 CZ2395  HISTORY     - 20041220 GOOD             NGS
 CZ2395
 CZ2395                          STATION DESCRIPTION
 CZ2395
 CZ2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ2395'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 CZ2395'NORTHEAST OF SOUTH TUCSON AND AT THE SOUTH EDGE OF THE CORONADO
 CZ2395'NATIONAL FOREST.
 CZ2395'OWNERSHIP--U.S. FOREST SERVICE.
 CZ2395'
 CZ2395'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2395'SPEEDWAY BLVD ON THE WEST SIDE OF TUCSON, GO
 CZ2395'EAST FOR 11.9 KM (7.4 MI) ON SPEEDWAY BLVD TO A CROSSROAD, WILMOT
 CZ2395'ROAD.
 CZ2395'TURN LEFT AND GO NORTH FOR 0.9 KM (0.55 MI) ON WILMOT ROAD TO A
 CZ2395'SIDE ROAD LEFT, E PIMA ST.
 CZ2395'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 CZ2395'5.7 KM (3.55 MI) ON TANQUE VERDE ROAD TO A PAVED ROAD LEFT, BEAR
 CZ2395'CANYON ROAD, NEAR A CIRCLE K CONVENIENCE STORE.
 CZ2395'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.3 KM (0.2 MI) ON TANQUE
 CZ2395'VERDE ROAD TO A PAVED ROAD LEFT, CATALINA HIGHWAY.
 CZ2395'TURN LEFT AND GO NORTHEAST FOR 1.6 KM (1.0 MI) ON CATALINA HIGHWAY
 CZ2395'TO A PAVED ROAD LEFT, HARRISON RD.
 CZ2395'TURN LEFT AND GO NORTH FOR 3.0 KM (1.85 MI) ON HARRISON RD TO A
 CZ2395'PAVED CROSSROAD, SNYDER RD.
 CZ2395'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.6 KM (0.4 MI) ON
 CZ2395'HARRISON RD TO A DIRT ROAD RIGHT, JUST PAST THE SABINO HIGH SCHOOL
 CZ2395'FENCE LINE.  TURN RIGHT AND GO EAST AND NORTH FOR 0.8 KM (0.5 MI)
 CZ2395'ON THE DIRT ROAD TO A FORK.  FOLLOW THE LEFT FORK AND GO 0.2 KM
 CZ2395'(0.15 MI) ON THE DIRT ROAD TO A RED BRICK HOUSE ON THE LEFT.  BEAR
 CZ2395'RIGHT AND GO 0.2 KM (0.1 MI) ON THE MAIN TRAVELED ROAD TO A GREEN
 CZ2395'BLOCK HOUSE ON THE LEFT.  BEAR RIGHT AND GO 0.3 KM (0.2 MI) ON THE
 CZ2395'MAIN TRAVELED ROAD TO THE END OF ROAD AT AN OLD BLOCK BUILDING, A
 CZ2395'VAULT IN A HILL AT A SEISMIC SITE AND THE STATION.
 CZ2395'
 CZ2395'THE STATION IS A STANDARD NGS DISK
 CZ2395'STAMPED---TUC 1987---,
 CZ2395'SET INTO A DRILL HOLE IN BEDROCK.  LOCATED
 CZ2395'22.86 METERS (75.0 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE,
 CZ2395'14.63 METERS (48.0 FT) SOUTH FROM THE SOUTHWEST END OF THE SOUTHERN
 CZ2395'WINGWALL OF SEISMIC BUNKER,
 CZ2395'11.98 METERS (39.3 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER OF
 CZ2395'THE BLOCK BUILDING AND
 CZ2395'8.26 METERS (27.1 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 CZ2395'THE BLOCK BUILDING.
 CZ2395'
 CZ2395'NO REFERENCE MARKS WERE SET AT THIS TIME.
 CZ2395'
 CZ2395'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2395'
 CZ2395'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2395'
 CZ2395'DESCRIBED BY D.F. CALLAHAN.
 CZ2395
 CZ2395                          STATION RECOVERY (1998)
 CZ2395
 CZ2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 CZ2395'OTHER ALIASES INCLUDE DOD 0380-B AND TUCSON TUC. STATION IS AT THE
 CZ2395'SEISMOGRAPH STATION TUC, IN THE NE SUBURBS OF TUCSON, ARIZONA.  IT IS
 CZ2395'13 MI (20.9 KM) E AND 6 MI (9.7 KM) N OF PIMA COUNTY COURTHOUSE, AT S
 CZ2395'BORDER OF CORONADO NATIONAL FOREST AND 0.75 MI (1.21 KM) NNE OF SABINO
 CZ2395'HIGH SCHOOL.  TO ACCESS FROM I-10 EXIT 270, GO N ON KOLB ROAD FOR 10.1
 CZ2395'MI (16.3 KM) , E ON TANQUE VERDE ROAD FOR 3.2 MI (5.1 KM) , NE ON
 CZ2395'CATALINA HIGHWAY FOR 1.0 MI (1.6 KM) , N ON N HARRISON ROAD FOR 1.8 MI
 CZ2395'(2.9 KM) , E ON E SNYDER ROAD FOR 0.6 MI (1.0 KM) , N THROUGH GATE ON
 CZ2395'SABINO SPRINGS DRIVE FOR 0.45 MI (0.72 KM) , W ON SABINO GREENS DRIVE
 CZ2395'FOR 0.6 MI (1.0 KM) , N ON SABINO HILLS DRIVE FOR 0.23 MI (0.37 KM) ,
 CZ2395'E ON SABINO ESTATES DRIVE FOR 0.15 MI (0.24 KM) TO CUL-DE-SAC, N ON
 CZ2395'DIRT DRIVE, PASSED 2 GATES OF CASA LOMA FOR 0.47 MI (0.76 KM) TO
 CZ2395'STATION.  STATION IS 8.25 M (27.07 FT) E OF NE CORNER OF FORMER
 CZ2395'RECORDING BUILDING, 22.9 M (75.1 FT) S OF PHONE POLE, 20.5 M (67.3 FT)
 CZ2395'S OF SEISMIC VAULT DOOR AND 11.9 M (39.0 FT) NE OF SE CORNER OF
 CZ2395'BUILDING.  OBSERVATIONS MADE ON CONCRETE COLLAR 11 MM ABOVE DISK
 CZ2395'CEMENTED IN DRILL HOLE IN OUTCROP.  E SIDE OF SW, SW, SE, SW, SEC 11,
 CZ2395'T13S, R15E.  IT IS 11.988 M (39.331 FT) N53.4 DEGREE E AND 0.819 M
 CZ2395'(2.687 FT) ABOVE TUCSON AA.
 CZ2395
 CZ2395                          STATION RECOVERY (1999)
 CZ2395
 CZ2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CZ2395'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHEAST OF TUCSON AND
 CZ2395'AT THE SOUTH EDGE OF THE CORONADO NATIONAL FOREST.  OWNERSHIP--SABINO
 CZ2395'SPRINGS HOME OF RAVEN GOLF CLUB.  TO REACH THE STATION FROM THE
 CZ2395'JUNCTION OF INTERSTATE 10 AND SPEEDWAY BLVD ON THE WEST SIDE OF
 CZ2395'TUCSON, GO EAST ON SPEEDWAY BLVD FOR 11.9 KM (7.40 MI) TO A CROSSROAD.
 CZ2395'TURN LEFT AND GO NORTH FOR 0.9 KM (0.55 MI) ON WILMOT ROAD TO A SIDE
 CZ2395'ROAD LEFT, E PIMA ST.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 CZ2395'5.7 KM (3.55 MI) ON TANQUE VERDE ROAD TO A PAVED ROAD LEFT, BEAR
 CZ2395'CANYON ROAD, NEAR A CIRCLE K CONVENIENCE STORE.  CONTINUE STRAIGHT
 CZ2395'AHEAD AND GO EAST FOR 0.3 KM (0.20 MI) ON TANQUE VERDE ROAD TO A PAVED
 CZ2395'ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 1.6 KM (1.00 MI) ON
 CZ2395'CATALINA HIGHWAY TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 3.0
 CZ2395'KM (1.85 MI) ON HARRISON ROAD TO A PAVED CROSSROAD. TURN RIGHT AND GO
 CZ2395'EAST FOR 0.9 KM (0.55 MI) ON SNYDER ROAD TO A ROAD LEFT LEADING TO THE
 CZ2395'SABINO SPRINGS AND GOLF CLUB.  TURN LEFT AND GO NORTH FOR 0.75 KM
 CZ2395'(0.45 MI) ON SABINO SPRINGS DRIVE TO A T-JUNCTION. TURN LEFT AND GO
 CZ2395'WEST FOR 1.61 KM (1.00 MI) ON SABINO GREENS DRIVE TO THE END OF THE
 CZ2395'ROAD AND A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.6 KM
 CZ2395'(0.35 MI) TO A HOUSE AND A GATE ON THE RIGHT.  TURN RIGHT, PASS
 CZ2395'THROUGH GATE AND CONTINUE FOR 0.2 KM (0.10 MI) ON THE DIRT ROAD TO THE
 CZ2395'STATION ON THE RIGHT, AT A BLOCK BUILDING AT A SEISMIC SITE.  THE
 CZ2395'STATION IS 22.86 M (75.00 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE,
 CZ2395'14.63 M (48.00 FT) SOUTH FROM THE SOUTHWEST END OF THE SOUTHERN
 CZ2395'WINGWALL OF A SEISMIC BUNKER, 11.98 M (39.30 FT) NORTH-NORTHEAST FROM
 CZ2395'THE SOUTHEAST CORNER OF THE BLOCK BUILDING AND 8.26 M (27.10 FT)
 CZ2395'EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE BLOCK BUILDING.
 CZ2395
 CZ2395                          STATION RECOVERY (2004)
 CZ2395
 CZ2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0319 ***********************************************************************
 GQ0319  DESIGNATION -  TUCKUP
 GQ0319  PID         -  GQ0319
 GQ0319  STATE/COUNTY-  AZ/MOHAVE
 GQ0319  USGS QUAD   -  FERN GLEN CANYON (1988)
 GQ0319
 GQ0319                         *CURRENT SURVEY CONTROL
 GQ0319  ___________________________________________________________________
 GQ0319* NAD 83(1992)-  36 18 46.39804(N)    112 57 15.60515(W)     ADJUSTED  
 GQ0319* NAVD 88     -      1872.27   (+/-2cm)    6142.6    (feet)  VERTCON   
 GQ0319  ___________________________________________________________________
 GQ0319  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 GQ0319  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 GQ0319  HORZ ORDER  -  FIRST
 GQ0319  VERT ORDER  -  THIRD ? (See Below)
 GQ0319
 GQ0319.The horizontal coordinates were established by classical geodetic methods
 GQ0319.and adjusted by the National Geodetic Survey in August 1993.
 GQ0319
 GQ0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0319.The vertical order pertains to the NGVD 29 superseded value.
 GQ0319
 GQ0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0319
 GQ0319.The geoid height was determined by GEOID03.
 GQ0319
 GQ0319;                    North         East     Units Scale Factor Converg.
 GQ0319;SPC AZ W     -   589,541.560   284,811.583   MT  0.99999621   +0 28 16.4
 GQ0319;SPC AZ W     - 1,934,191.47    934,421.20   iFT  0.99999621   +0 28 16.4
 GQ0319;UTM  12      - 4,020,425.666   324,548.615   MT  0.99997929   -1 09 27.5
 GQ0319
 GQ0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0319!SPC AZ W     -   0.99970995  x   0.99999621  =   0.99970616
 GQ0319!UTM  12      -   0.99970995  x   0.99997929  =   0.99968925
 GQ0319
 GQ0319|---------------------------------------------------------------------|
 GQ0319| PID    Reference Object                     Distance      Geod. Az  |
 GQ0319|                                                           dddmmss.s |
 GQ0319| CH3558 TUCKUP RM 3 AZIMUTH                                09133     |
 GQ0319| CH3557 TUCKUP RM 2                           8.115 METERS 15603     |
 GQ0319| CH3556 TUCKUP RM 1                          13.018 METERS 21454     |
 GQ0319| GQ0320 HANCOCK                             APPROX.11.6 KM 3553005.8 |
 GQ0319|---------------------------------------------------------------------|
 GQ0319
 GQ0319                          SUPERSEDED SURVEY CONTROL
 GQ0319
 GQ0319  NAD 83(1986)-  36 18 46.39095(N)    112 57 15.60119(W) AD(       ) 1
 GQ0319  NAD 27      -  36 18 46.46000(N)    112 57 12.88100(W) AD(       ) 1
 GQ0319  NGVD 29 (07/19/86) 1871.38   (m)         6139.7    (f) LEVELING    3  
 GQ0319
 GQ0319.Superseded values are not recommended for survey control.
 GQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0319.See file dsdata.txt to determine how the superseded data were derived.
 GQ0319
 GQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2454920426(NAD 83)
 GQ0319_MARKER: DB = BENCH MARK DISK
 GQ0319_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GQ0319
 GQ0319  HISTORY     - Date     Condition        Report By
 GQ0319  HISTORY     - 1933     MONUMENTED       USGS
 GQ0319  HISTORY     - 1934     GOOD             USGS
 GQ0319  HISTORY     - 1952     GOOD             CGS
 GQ0319  HISTORY     - 1956     GOOD             USGS
 GQ0319
 GQ0319                          STATION DESCRIPTION
 GQ0319
 GQ0319'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GQ0319'LOCATED 44.2 MI S. OF AND 24.5 MI W. OF FREDONIA.  ON HIGHEST
 GQ0319'POINT OVERLOOKING GRAND CANYON, 40 FT. N. OF FIRST SMALL RIM
 GQ0319'BETWEEN TUCKUP CANYON AND NEXT CANYON W. WHICH BRANCHES FROM
 GQ0319'GRAND CANYON (TUCKUP OR TUCKET POINT).
 GQ0319'
 GQ0319'TO REACH FROM FREDONIA, GO 8.5 MI W. ALONG HURRICANE TO FREDONIA
 GQ0319'RD. TO T-RD.  GO 20 MI S. TO POINT WHERE RD. TURNS W. OVER LOW
 GQ0319'RANGE, GO 5 MI S. TO EARTH RESERVOIR IN HEAD OF HACKS CANYON.  GO
 GQ0319'4.7 MI W. AND S. TO Y-RD. S. AND SW.  GO 4.5 MI SW. TO HEATONS
 GQ0319'EARTH RESERVOIR, ABOUT 3 MI S. OF HEATON KNOLLS AND 300 YARDS W.
 GQ0319'OF HEATONS RESERVOIR.  TAKE T-RD. S. LEAVING RD. TO TOROWEAP, GO
 GQ0319'10.3 MI S. TO X-RD. ABOUT 3 MI S. OF HANCOCK KNOLL, TAKE LEFT RD.
 GQ0319'3 MI S. TO RD. FORK E. TO WATERHOLE TRAIL, GO 0.5 MI S. TO Y-RD.
 GQ0319'S. AND SSE., S. RD. LEADS TO SPRING TRAIL.  GO 2.1 MI SSE. TO
 GQ0319'STATION.  THERE IS CONSIDERABLE GOOD GRASS IN THIS REGION.
 GQ0319'
 GQ0319'STATION MARK--STANDARD BRONZE BM TABLET STAMPED---TUCKUP 1933---.
 GQ0319'
 GQ0319'RM 1--STANDARD RM TABLET STAMPED---NO 1---.
 GQ0319'
 GQ0319'RM 2--STANDARD RM TABLET STAMPED---NO 2---.
 GQ0319
 GQ0319                          STATION RECOVERY (1934)
 GQ0319
 GQ0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0319'STATION IS LOCATED ON THE N RIM OF THE GRAND CANYON ON THE SW
 GQ0319'EDGE OF THE KANAB PLATEAU.  IT IS ABOUT 5 MILES E OF THE TOROWEAP
 GQ0319'VALLEY.
 GQ0319'
 GQ0319'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GQ0319'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GQ0319'STATION MARK IS A U.S.G.S. TABLET.
 GQ0319'
 GQ0319'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 3/8 MILE ESE IN LARGE
 GQ0319'WHITE BOULDER ON RIM OF CANYON.  IT IS ABOUT THE SAME ELEVATION
 GQ0319'AS STATION.
 GQ0319'
 GQ0319'REACHED FROM FREDONIA AS FOLLOWS--GO W ON THE PIPE SPRINGS OR
 GQ0319'HURRICANE HIGHWAY 8.2 MILES, TURN LEFT AND GO 7.2 MILES, TAKE
 GQ0319'RIGHT FORK 0.5 MILE, TAKE RIGHT FORK ON MAIN-TRAVELED ROAD FOR
 GQ0319'1.1 MILES AND TAKE RIGHT FORK 8.7 MILES, TAKE LEFT FORK 0.3
 GQ0319'MILE.  KEEP LEFT ON MAIN-TRAVLED ROAD 5.1 MILES TO HACKS
 GQ0319'RESERVOIR.  CONTINUE ON PAST RESERVOIR ON MAIN-TRAVELED ROAD
 GQ0319'4.4 MILES.  TAKE RIGHT FORK 4.2 MILES TO HEATONS RESERVOIR.
 GQ0319'FROM THE MIDDLE OF THE S SIDE OF THE RESERVOIR GO DUE S ON
 GQ0319'MAIN-TRAVELED ROAD 2.3 MILES, TAKE LEFT FORK 2.1 MILES, TAKE
 GQ0319'LEFT FORK ON MAIN-TRAVELED ROAD 2.4 MILES TO CROSSROADS.
 GQ0319'(B.M.  119 IS ON RIGHT SIDE OF ROAD AT THIS POINT).  CONTINUE
 GQ0319'STRAIGHT AHEAD S ON MAIN-TRAVELED ROAD 2.8 MILES TO ANOTHER
 GQ0319'CROSSROADS.  (STATION B.M. H 120 G.S. IS TO LEFT OF ROAD
 GQ0319'HERE).  TURN LEFT AND GO 3.2 MILES, TAKE LEFT FORK AND GO
 GQ0319'2.1 MILES TO THE STATION.
 GQ0319
 GQ0319                          STATION RECOVERY (1952)
 GQ0319
 GQ0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0319'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 GQ0319'ORIGINALLY DESCRIBED.
 GQ0319'
 GQ0319'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 GQ0319
 GQ0319                          STATION RECOVERY (1956)
 GQ0319
 GQ0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0276 ***********************************************************************
 CZ0276  DESIGNATION -  TUCSON
 CZ0276  PID         -  CZ0276
 CZ0276  STATE/COUNTY-  AZ/PIMA
 CZ0276  USGS QUAD   -  TUCSON (1992)
 CZ0276
 CZ0276                         *CURRENT SURVEY CONTROL
 CZ0276  ___________________________________________________________________
 CZ0276* NAD 83(1986)-  32 13 21.     (N)    110 58 32.     (W)     SCALED    
 CZ0276* NAVD 88     -       720.572  (meters)    2364.08   (feet)  ADJUSTED  
 CZ0276  ___________________________________________________________________
 CZ0276  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0276  DYNAMIC HT  -         719.585 (meters)    2360.84  (feet)  COMP
 CZ0276  MODELED GRAV-     979,246.1   (mgal)                       NAVD 88
 CZ0276
 CZ0276  VERT ORDER  -  FIRST     CLASS II
 CZ0276
 CZ0276.The horizontal coordinates were scaled from a topographic map and have
 CZ0276.an estimated accuracy of +/- 6 seconds.
 CZ0276
 CZ0276.The orthometric height was determined by differential leveling
 CZ0276.and adjusted in July 2002.
 CZ0276
 CZ0276.The geoid height was determined by GEOID03.
 CZ0276
 CZ0276.The dynamic height is computed by dividing the NAVD 88
 CZ0276.geopotential number by the normal gravity value computed on the
 CZ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0276.degrees latitude (g = 980.6199 gals.).
 CZ0276
 CZ0276.The modeled gravity was interpolated from observed gravity values.
 CZ0276
 CZ0276;                    North         East    Units  Estimated Accuracy
 CZ0276;SPC AZ C     -   135,930.      302,070.      MT  (+/- 180 meters Scaled)
 CZ0276
 CZ0276                          SUPERSEDED SURVEY CONTROL
 CZ0276
 CZ0276  NAVD 88 (06/15/91)  720.564  (m)         2364.05   (f) UNKNOWN     1 2
 CZ0276  NGVD 29 (??/??/92)  719.898  (m)         2361.87   (f) ADJ UNCH    1 2
 CZ0276
 CZ0276.Superseded values are not recommended for survey control.
 CZ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0276.See file dsdata.txt to determine how the superseded data were derived.
 CZ0276
 CZ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA023650(NAD 83)
 CZ0276_MARKER: DB = BENCH MARK DISK
 CZ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0276_STAMPING: TUCSON 1933 2362.131
 CZ0276_MARK LOGO: CGS   
 CZ0276_PROJECTION: RECESSED 8 CENTIMETERS
 CZ0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0276+STABILITY: SURFACE MOTION
 CZ0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0276+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2007
 CZ0276
 CZ0276  HISTORY     - Date     Condition        Report By
 CZ0276  HISTORY     - 1933     MONUMENTED       CGS
 CZ0276  HISTORY     - 1952     GOOD             NGS
 CZ0276  HISTORY     - 1979     GOOD             NGS
 CZ0276  HISTORY     - 19941119 GOOD             USPSQD
 CZ0276  HISTORY     - 19950110 GOOD             USPSQD
 CZ0276  HISTORY     - 19990304 GOOD             NGS
 CZ0276  HISTORY     - 20020403 GOOD             USPSQD
 CZ0276  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0276  HISTORY     - 20070528 GOOD             GEOCAC
 CZ0276
 CZ0276                          STATION DESCRIPTION
 CZ0276
 CZ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0276'IN TUCSON.
 CZ0276'AT TUCSON, IN A SMALL PARK WEST OF THE CITY HALL, ABOUT 150 FEET WEST
 CZ0276'OF THE WEST ENTRANCE OF THE CITY HALL, 38.5 FEET SOUTH OF THE SOUTH
 CZ0276'BORDER OF THE SIDEWALK ON WEST ALAMEDA STREET, 38 FEET EAST OF THE
 CZ0276'EAST SIDE OF THE SIDEWALK ON NORTH MAIN STREET, 36 FEET NORTH OF THE
 CZ0276'NORTH SIDE OF THE SIDEWALK ON OTT STREET, IN THE TOP OF A CONCRETE
 CZ0276'POST SET FLUSH WITH THE PARK LAWN.
 CZ0276
 CZ0276                          STATION RECOVERY (1979)
 CZ0276
 CZ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0276'IN TUCSON, IN THE SMALL PARK AT THE NORTHWEST CORNER OF THE CITY
 CZ0276'HALL AT 250 WEST ALAMEDA STREET, 41 FEET SOUTH OF THE SOUTH CURB OF
 CZ0276'ALAMEDA STREET, 38.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CZ0276'CONCRETE WALKWAY AROUND CITY HALL, 33 FEET EAST OF A 30-INCH
 CZ0276'MODESTO ASH TREE AND 25 FEET WEST OF THE WEST FACE OF A MONUMENT FOR
 CZ0276'PADRE EUSERIO FRANCISCO KINO.
 CZ0276'THE MARK IS 5 FT BELOW CITY HALL WALKWAY.
 CZ0276
 CZ0276                          STATION RECOVERY (1994)
 CZ0276
 CZ0276'RECOVERY NOTE BY US POWER SQUADRON 1994
 CZ0276'RECOVERED IN GOOD CONDITION.
 CZ0276
 CZ0276                          STATION RECOVERY (1995)
 CZ0276
 CZ0276'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0276'RECOVERED IN GOOD CONDITION.
 CZ0276
 CZ0276                          STATION RECOVERY (1999)
 CZ0276
 CZ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ0276'IN TUCSON, AT THE INTERSECTION OF ALAMEDA STREET AND MAIN AVENUE, 21.0
 CZ0276'M (68.9 FT) EAST OF THE EXTENDED STREET CENTER, 16.7 M (54.8 FT) SOUTH
 CZ0276'OF THE CENTER OF THE EASTBOUND LANES OF THE STREET, 11.9 M (39.0 FT)
 CZ0276'NORTH OF THE NORTHWEST CORNER OF A CONCRETE WALKWAY AROUND CITY HALL,
 CZ0276'7.7 M (25.3 FT) WEST OF THE PADRE EUSERIO FRANCISCO KINO MONUMENT, 1.0
 CZ0276'M (3.3 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT IS RECESSED
 CZ0276'0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MONUMENT IS ON CITY
 CZ0276'STREET RIGHT-OF-WAY.
 CZ0276
 CZ0276                          STATION RECOVERY (2002)
 CZ0276
 CZ0276'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0276'RECOVERED IN GOOD CONDITION.
 CZ0276
 CZ0276                          STATION RECOVERY (2006)
 CZ0276
 CZ0276'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0276'MARK NOT FOUND. MARK MAY BE COVERED BY DIRT.
 CZ0276
 CZ0276                          STATION RECOVERY (2007)
 CZ0276
 CZ0276'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1838 ***********************************************************************
 CZ1838  DESIGNATION -  TUCSON AZHD RADIO MAST
 CZ1838  PID         -  CZ1838
 CZ1838  STATE/COUNTY-  AZ/PIMA
 CZ1838  USGS QUAD   -  TUCSON (1992)
 CZ1838
 CZ1838                         *CURRENT SURVEY CONTROL
 CZ1838  ___________________________________________________________________
 CZ1838* NAD 83(1992)-  32 12 23.15469(N)    110 57 43.13913(W)     ADJUSTED  
 CZ1838* NAVD 88     -              **(meters)            **(feet)            
 CZ1838  ___________________________________________________________________
 CZ1838  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CZ1838  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1838  HORZ ORDER  -  THIRD
 CZ1838
 CZ1838.The horizontal coordinates were established by classical geodetic methods
 CZ1838.and adjusted by the National Geodetic Survey in August 1993.
 CZ1838
 CZ1838
 CZ1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1838
 CZ1838.The geoid height was determined by GEOID03.
 CZ1838
 CZ1838;                    North         East     Units Scale Factor Converg.
 CZ1838;SPC AZ C     -   134,155.331   303,361.160   MT  0.99999986   +0 30 31.9
 CZ1838;SPC AZ C     -   440,142.16    995,279.40   iFT  0.99999986   +0 30 31.9
 CZ1838;UTM  12      - 3,563,318.114   503,582.832   MT  0.99960016   +0 01 12.9
 CZ1838
 CZ1838                          SUPERSEDED SURVEY CONTROL
 CZ1838
 CZ1838  NAD 83(1986)-  32 12 23.15073(N)    110 57 43.13704(W) AD(       ) 4
 CZ1838  NAD 27      -  32 12 22.87300(N)    110 57 40.80700(W) AD(       ) 3
 CZ1838
 CZ1838.Superseded values are not recommended for survey control.
 CZ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1838.See file dsdata.txt to determine how the superseded data were derived.
 CZ1838
 CZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0358363318(NAD 83)
 CZ1838_MARKER: 42 = RADIO/TV MAST
 CZ1838
 CZ1838  HISTORY     - Date     Condition        Report By
 CZ1838  HISTORY     - 1959     FIRST OBSERVED   CGS
 CZ1838  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ1838
 CZ1838                          STATION DESCRIPTION
 CZ1838
 CZ1838'DESCRIBED BY GEOCACHING 2006 (ACM)
 CZ1838'NO RADIO MAST AT THIS LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1829 ***********************************************************************
 CZ1829  DESIGNATION -  TUCSON CAMERA
 CZ1829  PID         -  CZ1829
 CZ1829  STATE/COUNTY-  AZ/PIMA
 CZ1829  USGS QUAD   -  TUCSON EAST (1992)
 CZ1829
 CZ1829                         *CURRENT SURVEY CONTROL
 CZ1829  ___________________________________________________________________
 CZ1829* NAD 83(1992)-  32 14 46.48735(N)    110 50 15.37289(W)     ADJUSTED  
 CZ1829* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 CZ1829  ___________________________________________________________________
 CZ1829  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 CZ1829  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CZ1829  HORZ ORDER  -  THIRD
 CZ1829
 CZ1829.The horizontal coordinates were established by classical geodetic methods
 CZ1829.and adjusted by the National Geodetic Survey in August 1993.
 CZ1829
 CZ1829.The orthometric height was scaled from a topographic map.
 CZ1829
 CZ1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1829
 CZ1829.The geoid height was determined by GEOID03.
 CZ1829
 CZ1829;                    North         East     Units Scale Factor Converg.
 CZ1829;SPC AZ C     -   138,681.235   315,043.049   MT  1.00002747   +0 34 32.9
 CZ1829;SPC AZ C     -   454,990.93  1,033,605.80   iFT  1.00002747   +0 34 32.9
 CZ1829;UTM  12      - 3,567,742.357   515,298.081   MT  0.99960289   +0 05 11.9
 CZ1829
 CZ1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1829!SPC AZ C     -   0.99988275  x   1.00002747  =   0.99991021
 CZ1829!UTM  12      -   0.99988275  x   0.99960289  =   0.99948568
 CZ1829
 CZ1829                          SUPERSEDED SURVEY CONTROL
 CZ1829
 CZ1829  NAD 83(1986)-  32 14 46.48264(N)    110 50 15.36994(W) AD(       ) 4
 CZ1829  NAD 27      -  32 14 46.20862(N)    110 50 13.05327(W) AD(       ) 3
 CZ1829
 CZ1829.Superseded values are not recommended for survey control.
 CZ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1829.See file dsdata.txt to determine how the superseded data were derived.
 CZ1829
 CZ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1529867742(NAD 83)
 CZ1829_MARKER: DD = SURVEY DISK
 CZ1829_SETTING: 0 = UNSPECIFIED SETTING
 CZ1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1829+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CZ1829
 CZ1829  HISTORY     - Date     Condition        Report By
 CZ1829  HISTORY     - 1971     MONUMENTED       NGS
 CZ1829  HISTORY     - 20021119 GOOD             NGS
 CZ1829  HISTORY     - 20041220 GOOD             NGS
 CZ1829  HISTORY     - 20060316 GOOD             USPSQD
 CZ1829  HISTORY     - 20070526 GOOD             GEOCAC
 CZ1829  HISTORY     - 20080822 GOOD             GEOCAC
 CZ1829
 CZ1829                          STATION DESCRIPTION
 CZ1829
 CZ1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1829'STATION MARK IS AN AIR FORCE DISK STAMPED TUCSON CAMERA 1964, SET IN
 CZ1829'THE CENTER OF A TRIANGULAR SHAPED CONCRETE MONUMENT THAT IS 6 FEET
 CZ1829'IN LENGTH ON EACH SIDE.  IT IS 59 FEET NORTHEAST OF A TELEPHONE POLE
 CZ1829'AND 53.7 FEET EAST OF A WIRE FENCE.
 CZ1829
 CZ1829                          STATION RECOVERY (2002)
 CZ1829
 CZ1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 CZ1829'USGS MAGENTIC OBSERVATORY HAS BEEN ABANDONED AND SITE IS NOW UNDER
 CZ1829'CONTROL OF CITY OF TUCSON AS PART OF MORRIS UDALL PARK.
 CZ1829
 CZ1829                          STATION RECOVERY (2004)
 CZ1829
 CZ1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1829'RECOVERED IN GOOD CONDITION.
 CZ1829
 CZ1829                          STATION RECOVERY (2006)
 CZ1829
 CZ1829'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1829'RECOVERED IN GOOD SHAPE.
 CZ1829
 CZ1829                          STATION RECOVERY (2007)
 CZ1829
 CZ1829'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1829'RECOVERED IN GOOD CONDITION.
 CZ1829
 CZ1829                          STATION RECOVERY (2008)
 CZ1829
 CZ1829'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 CZ1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1852 ***********************************************************************
 CZ1852  DESIGNATION -  TUCSON CONSOL NATL BANK S MAST
 CZ1852  PID         -  CZ1852
 CZ1852  STATE/COUNTY-  AZ/PIMA
 CZ1852  USGS QUAD   -  TUCSON (1992)
 CZ1852
 CZ1852                         *CURRENT SURVEY CONTROL
 CZ1852  ___________________________________________________________________
 CZ1852* NAD 83(1992)-  32 13 17.28365(N)    110 58 15.48704(W)     ADJUSTED  
 CZ1852* NAVD 88     -              **(meters)            **(feet)            
 CZ1852  ___________________________________________________________________
 CZ1852  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CZ1852  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1852  HORZ ORDER  -  THIRD
 CZ1852
 CZ1852.The horizontal coordinates were established by classical geodetic methods
 CZ1852.and adjusted by the National Geodetic Survey in August 1993.
 CZ1852
 CZ1852
 CZ1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1852
 CZ1852.The geoid height was determined by GEOID03.
 CZ1852
 CZ1852;                    North         East     Units Scale Factor Converg.
 CZ1852;SPC AZ C     -   135,815.105   302,499.359   MT  0.99999796   +0 30 15.4
 CZ1852;SPC AZ C     -   445,587.61    992,451.97   iFT  0.99999796   +0 30 15.4
 CZ1852;UTM  12      - 3,564,984.514   502,735.557   MT  0.99960009   +0 00 55.7
 CZ1852
 CZ1852                          SUPERSEDED SURVEY CONTROL
 CZ1852
 CZ1852  NAD 83(1986)-  32 13 17.28022(N)    110 58 15.48453(W) AD(       ) 4
 CZ1852  NAD 27      -  32 13 17.00700(N)    110 58 13.15100(W) AD(       ) 3
 CZ1852
 CZ1852.Superseded values are not recommended for survey control.
 CZ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1852.See file dsdata.txt to determine how the superseded data were derived.
 CZ1852
 CZ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0273664985(NAD 83)
 CZ1852_MARKER: 92 = ANTENNA ON ROOF
 CZ1852
 CZ1852  HISTORY     - Date     Condition        Report By
 CZ1852  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1852
 CZ1852                          STATION DESCRIPTION
 CZ1852
 CZ1852'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1946 ***********************************************************************
 AI1946  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1946  DESIGNATION -  TUCSON CORS ARP
 AI1946  PID         -  AI1946
 AI1946  STATE/COUNTY-  AZ/PIMA
 AI1946  USGS QUAD   -  TUCSON (1992)
 AI1946
 AI1946                         *CURRENT SURVEY CONTROL
 AI1946  ___________________________________________________________________
 AI1946* NAD 83(2007)-  32 13 28.02589(N)    110 58 18.71947(W)     ADJUSTED  
 AI1946* NAVD 88     -       763.35   (meters)    2504.4    (feet)  GPS OBS   
 AI1946  ___________________________________________________________________
 AI1946  EPOCH DATE  -        2007.00
 AI1946  X           -  -1,933,229.793 (meters)                     COMP
 AI1946  Y           -  -5,043,636.648 (meters)                     COMP
 AI1946  Z           -   3,381,904.217 (meters)                     COMP
 AI1946  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AI1946  ELLIP HEIGHT-         734.120 (meters)          (02/10/07) ADJUSTED
 AI1946  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AI1946
 AI1946  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1946  Type    PID    Designation                      North   East  Ellip
 AI1946  -------------------------------------------------------------------
 AI1946  NETWORK AI1946 TUCSON CORS ARP                   0.08   0.08   0.22
 AI1946  -------------------------------------------------------------------
 AI1946
 AI1946.The horizontal coordinates were established by GPS observations
 AI1946.and adjusted by the National Geodetic Survey in February 2007.
 AI1946
 AI1946.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1946.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1946.The horizontal coordinates are valid at the epoch date displayed above.
 AI1946.The epoch date for horizontal control is a decimal equivalence
 AI1946.of Year/Month/Day.
 AI1946
 AI1946.The orthometric height was determined by GPS observations and a
 AI1946.high-resolution geoid model.
 AI1946.The orthometric height was determined by GPS observations and a
 AI1946.high-resolution geoid model using precise GPS observation and
 AI1946.processing techniques.
 AI1946
 AI1946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1946
 AI1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1946
 AI1946.The ellipsoidal height was determined by GPS observations
 AI1946.and is referenced to NAD 83.
 AI1946
 AI1946.The geoid height was determined by GEOID03.
 AI1946
 AI1946;                    North         East     Units Scale Factor Converg.
 AI1946;SPC AZ C     -   136,145.240   302,411.813   MT  0.99999776   +0 30 13.8
 AI1946;SPC AZ C     -   446,670.73    992,164.74   iFT  0.99999776   +0 30 13.8
 AI1946;UTM  12      - 3,565,315.252   502,650.864   MT  0.99960009   +0 00 54.0
 AI1946
 AI1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1946!SPC AZ C     -   0.99988475  x   0.99999776  =   0.99988251
 AI1946!UTM  12      -   0.99988475  x   0.99960009  =   0.99948488
 AI1946
 AI1946|---------------------------------------------------------------------|
 AI1946| PID    Reference Object                     Distance      Geod. Az  |
 AI1946|                                                           dddmmss.s |
 AI1946| AH8499 COT1 B                              334.160 METERS 00003     |
 AI1946|---------------------------------------------------------------------|
 AI1946
 AI1946                          SUPERSEDED SURVEY CONTROL
 AI1946
 AI1946  NAD 83(1992)-  32 13 28.02539(N)    110 58 18.71863(W) AD(       ) A
 AI1946  ELLIP H (09/30/99)  734.142  (m)                       GP(       ) 3 1
 AI1946
 AI1946.Superseded values are not recommended for survey control.
 AI1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1946.See file dsdata.txt to determine how the superseded data were derived.
 AI1946
 AI1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0265165315(NAD 83)
 AI1946_MARKER: Z = SEE DESCRIPTION
 AI1946_SETTING: 0 = UNSPECIFIED SETTING
 AI1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1946+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI1946
 AI1946  HISTORY     - Date     Condition        Report By
 AI1946  HISTORY     - UNK      MONUMENTED       AZ0530
 AI1946  HISTORY     - 19990112 GOOD             NGS
 AI1946
 AI1946                          STATION DESCRIPTION
 AI1946
 AI1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI1946'THE STATION IS A CONTINUOUSLY OPERATING REFERENCE STATION OPERATED BY
 AI1946'THE CITY OF TUCSON.  CONTACT IS JOHN GENTRY, DEPARTMENT OF
 AI1946'TRANSPORTATION, ENGINEERING DIVISION, PO BOX 27210, TUCSON AZ
 AI1946'85726-7210,PHONE 520-791-5100.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI3680 ***********************************************************************
 AI3680  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI3680  DESIGNATION -  TUCSON CORS ARP
 AI3680  CORS_ID     -  COT1
 AI3680  PID         -  AI3680
 AI3680  STATE/COUNTY-  AZ/PIMA
 AI3680  USGS QUAD   -  TUCSON (1992)
 AI3680
 AI3680                         *CURRENT SURVEY CONTROL
 AI3680  ___________________________________________________________________
 AI3680* NAD 83(CORS)-  32 13 28.02577(N)    110 58 18.71936(W)     ADJUSTED  
 AI3680* NAVD 88     -       763.4    (meters)    2505.     (feet)  GPS OBS   
 AI3680  ___________________________________________________________________
 AI3680  EPOCH DATE  -        2002.00
 AI3680  X           -  -1,933,229.790 (meters)                     COMP
 AI3680  Y           -  -5,043,636.648 (meters)                     COMP
 AI3680  Z           -   3,381,904.212 (meters)                     COMP
 AI3680  ELLIP HEIGHT-         734.116 (meters)          (03/??/02) ADJUSTED
 AI3680  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AI3680  HORZ ORDER  -  SPECIAL (CORS)
 AI3680  ELLP ORDER  -  SPECIAL (CORS)
 AI3680
 AI3680.ITRF positions are available for this station.
 AI3680.The coordinates were established by GPS observations
 AI3680.and adjusted by the National Geodetic Survey in March 2002.
 AI3680.The coordinates are valid at the epoch date displayed above.
 AI3680.The epoch date for horizontal control is a decimal equivalence
 AI3680.of Year/Month/Day.
 AI3680
 AI3680.The orthometric height was determined by GPS observations and a
 AI3680.high-resolution geoid model.
 AI3680
 AI3680.The PID for the CORS L1 Phase Center is AI3681.
 AI3680
 AI3680.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI3680
 AI3680.The ellipsoidal height was determined by GPS observations
 AI3680.and is referenced to NAD 83.
 AI3680
 AI3680.The geoid height was determined by GEOID03.
 AI3680
 AI3680;                    North         East     Units Scale Factor Converg.
 AI3680;SPC AZ C     -   136,145.236   302,411.816   MT  0.99999776   +0 30 13.8
 AI3680;SPC AZ C     -   446,670.72    992,164.75   iFT  0.99999776   +0 30 13.8
 AI3680
 AI3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3680!SPC AZ C     -   0.99988475  x   0.99999776  =   0.99988251
 AI3680
 AI3680                          SUPERSEDED SURVEY CONTROL
 AI3680
 AI3680  NAD 83(CORS)-  32 13 28.02577(N)    110 58 18.71944(W) AD(1997.00) c
 AI3680  ELLIP H (07/??/00)  734.123  (m)                       GP(1997.00) c c
 AI3680  NAD 83(CORS)-  32 13 28.02540(N)    110 58 18.71940(W) AD(1997.00) c
 AI3680  ELLIP H (03/??/00)  734.190  (m)                       GP(1997.00) c c
 AI3680
 AI3680.Superseded values are not recommended for survey control.
 AI3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3680.See file dsdata.txt to determine how the superseded data were derived.
 AI3680
 AI3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0265165315(NAD 83)
 AI3680_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI3680
 AI3680                          STATION DESCRIPTION
 AI3680
 AI3680'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI3680'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI3680'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI3680'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI3680'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI3680'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI3681 ***********************************************************************
 AI3681  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI3681  DESIGNATION -  TUCSON CORS L1 PHASE CENTER
 AI3681  CORS_ID     -  COT1
 AI3681  PID         -  AI3681
 AI3681  STATE/COUNTY-  AZ/PIMA
 AI3681  USGS QUAD   -  TUCSON (1992)
 AI3681
 AI3681                         *CURRENT SURVEY CONTROL
 AI3681  ___________________________________________________________________
 AI3681* NAD 83(CORS)-  32 13 28.02582(N)    110 58 18.71940(W)     ADJUSTED  
 AI3681* NAVD 88     -              **(meters)            **(feet)            
 AI3681  ___________________________________________________________________
 AI3681  EPOCH DATE  -        2002.00
 AI3681  X           -  -1,933,229.823 (meters)                     COMP
 AI3681  Y           -  -5,043,636.733 (meters)                     COMP
 AI3681  Z           -   3,381,904.271 (meters)                     COMP
 AI3681  ELLIP HEIGHT-         734.225 (meters)          (03/??/02) ADJUSTED
 AI3681  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AI3681  HORZ ORDER  -  SPECIAL (CORS)
 AI3681  ELLP ORDER  -  SPECIAL (CORS)
 AI3681
 AI3681.ITRF positions are available for this station.
 AI3681.The coordinates were established by GPS observations
 AI3681.and adjusted by the National Geodetic Survey in March 2002.
 AI3681.The coordinates are valid at the epoch date displayed above.
 AI3681.The epoch date for horizontal control is a decimal equivalence
 AI3681.of Year/Month/Day.
 AI3681
 AI3681
 AI3681.The PID for the CORS ARP is AI3680.
 AI3681
 AI3681.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI3681
 AI3681.The ellipsoidal height was determined by GPS observations
 AI3681.and is referenced to NAD 83.
 AI3681
 AI3681.The geoid height was determined by GEOID03.
 AI3681
 AI3681;                    North         East     Units Scale Factor Converg.
 AI3681;SPC AZ C     -   136,145.238   302,411.815   MT  0.99999776   +0 30 13.8
 AI3681;SPC AZ C     -   446,670.73    992,164.75   iFT  0.99999776   +0 30 13.8
 AI3681
 AI3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3681!SPC AZ C     -   0.99988473  x   0.99999776  =   0.99988249
 AI3681
 AI3681                          SUPERSEDED SURVEY CONTROL
 AI3681
 AI3681  NAD 83(CORS)-  32 13 28.02582(N)    110 58 18.71948(W) AD(1997.00) c
 AI3681  ELLIP H (07/??/00)  734.232  (m)                       GP(1997.00) c c
 AI3681  NAD 83(CORS)-  32 13 28.02545(N)    110 58 18.71944(W) AD(1997.00) c
 AI3681  ELLIP H (03/??/00)  734.299  (m)                       GP(1997.00) c c
 AI3681
 AI3681.Superseded values are not recommended for survey control.
 AI3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3681.See file dsdata.txt to determine how the superseded data were derived.
 AI3681
 AI3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0265165315(NAD 83)
 AI3681_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI3681
 AI3681                          STATION DESCRIPTION
 AI3681
 AI3681'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI3681'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI3681'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI3681'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI3681'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI3681'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1841 ***********************************************************************
 CZ1841  DESIGNATION -  TUCSON INDIAN SCHOOL TANK
 CZ1841  PID         -  CZ1841
 CZ1841  STATE/COUNTY-  AZ/PIMA
 CZ1841  USGS QUAD   -  TUCSON (1992)
 CZ1841
 CZ1841                         *CURRENT SURVEY CONTROL
 CZ1841  ___________________________________________________________________
 CZ1841* NAD 83(1992)-  32 10 42.44782(N)    110 59 00.88433(W)     ADJUSTED  
 CZ1841* NAVD 88     -              **(meters)            **(feet)            
 CZ1841  ___________________________________________________________________
 CZ1841  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 CZ1841  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ1841  HORZ ORDER  -  THIRD
 CZ1841
 CZ1841.The horizontal coordinates were established by classical geodetic methods
 CZ1841.and adjusted by the National Geodetic Survey in August 1993.
 CZ1841
 CZ1841
 CZ1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1841
 CZ1841.The geoid height was determined by GEOID03.
 CZ1841
 CZ1841;                    North         East     Units Scale Factor Converg.
 CZ1841;SPC AZ C     -   131,035.527   301,352.081   MT  0.99999545   +0 29 49.0
 CZ1841;SPC AZ C     -   429,906.58    988,687.93   iFT  0.99999545   +0 29 49.0
 CZ1841;UTM  12      - 3,560,216.783   501,548.041   MT  0.99960003   +0 00 31.5
 CZ1841
 CZ1841                          SUPERSEDED SURVEY CONTROL
 CZ1841
 CZ1841  NAD 83(1986)-  32 10 42.44336(N)    110 59 00.88210(W) AD(       ) 4
 CZ1841  NAD 27      -  32 10 42.16600(N)    110 58 58.55200(W) AD(       ) 3
 CZ1841
 CZ1841.Superseded values are not recommended for survey control.
 CZ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1841.See file dsdata.txt to determine how the superseded data were derived.
 CZ1841
 CZ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0154860217(NAD 83)
 CZ1841_MARKER: 53 = ELEVATED TANK
 CZ1841
 CZ1841  HISTORY     - Date     Condition        Report By
 CZ1841  HISTORY     - 1959     FIRST OBSERVED   CGS
 CZ1841  HISTORY     - 19950309 MARK NOT FOUND   USPSQD
 CZ1841
 CZ1841                          STATION DESCRIPTION
 CZ1841
 CZ1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1841'THE STATION, SUPPORTED BY A 4-LEGGED STEEL STRUCTURE, IS IN
 CZ1841'THE SOUTHWEST PART OF TUCSON.  THE ENTIRE STRUCTURE IS PAINTED
 CZ1841'SILVER.  IT HAS AN OVER-ALL HEIGHT OF 80 FEET AND THE TOP AND
 CZ1841'CENTER WAS THE POINT OBSERVED UPON.
 CZ1841'
 CZ1841'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH 12TH AVENUE
 CZ1841'AND WEST AJO WAY GO WEST ON WEST AJO WAY FOR 0.35 MILE TO THE
 CZ1841'STATION ON THE RIGHT.
 CZ1841
 CZ1841                          STATION RECOVERY (1995)
 CZ1841
 CZ1841'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1958 ***********************************************************************
 CZ1958  DESIGNATION -  TUCSON POL TRAINING CENTER TK
 CZ1958  PID         -  CZ1958
 CZ1958  STATE/COUNTY-  AZ/PIMA
 CZ1958  USGS QUAD   -  JAYNES (1992)
 CZ1958
 CZ1958                         *CURRENT SURVEY CONTROL
 CZ1958  ___________________________________________________________________
 CZ1958* NAD 83(1992)-  32 15 55.59383(N)    111 00 55.25560(W)     ADJUSTED  
 CZ1958* NAVD 88     -              **(meters)            **(feet)            
 CZ1958  ___________________________________________________________________
 CZ1958  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CZ1958  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ1958  HORZ ORDER  -  THIRD
 CZ1958
 CZ1958.The horizontal coordinates were established by classical geodetic methods
 CZ1958.and adjusted by the National Geodetic Survey in August 1993.
 CZ1958
 CZ1958
 CZ1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1958
 CZ1958.The geoid height was determined by GEOID03.
 CZ1958
 CZ1958;                    North         East     Units Scale Factor Converg.
 CZ1958;SPC AZ C     -   140,655.365   298,275.104   MT  0.99998889   +0 28 52.3
 CZ1958;SPC AZ C     -   461,467.73    978,592.86   iFT  0.99998889   +0 28 52.3
 CZ1958;UTM  12      - 3,569,858.738   498,554.418   MT  0.99960003   -0 00 29.5
 CZ1958
 CZ1958                          SUPERSEDED SURVEY CONTROL
 CZ1958
 CZ1958  NAD 83(1986)-  32 15 55.58919(N)    111 00 55.25344(W) AD(       ) 4
 CZ1958  NAD 27      -  32 15 55.31700(N)    111 00 52.91600(W) AD(       ) 3
 CZ1958
 CZ1958.Superseded values are not recommended for survey control.
 CZ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1958.See file dsdata.txt to determine how the superseded data were derived.
 CZ1958
 CZ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9855469859(NAD 83)
 CZ1958_MARKER: 53 = ELEVATED TANK
 CZ1958
 CZ1958  HISTORY     - Date     Condition        Report By
 CZ1958  HISTORY     - 1960     FIRST OBSERVED   CGS
 CZ1958  HISTORY     - 19860809 MARK NOT FOUND   USPSQD
 CZ1958  HISTORY     - 19970314 MARK NOT FOUND   USPSQD
 CZ1958
 CZ1958                          STATION DESCRIPTION
 CZ1958
 CZ1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1958'THE STATION, A 4-LEGGED STEEL STRUCTURE PAINTED SILVER, IS
 CZ1958'IN THE NORTHWEST PART OF TUCSON.  IT HAS AN OVER-ALL HEIGHT
 CZ1958'OF 135 FEET AND THE BALL AT THE APEX WAS THE POINT OBSERVED
 CZ1958'UPON.
 CZ1958'
 CZ1958'TO REACH THE STATION FROM THE ST. MARYS HOSPITAL GO NORTH ON
 CZ1958'NORTH SILVER BELL ROAD FOR 2.6 MILES TO A DRIVE WAY ON THE
 CZ1958'RIGHT, TURN RIGHT AND GO EAST AND NORTH ON THE DRIVE WAY
 CZ1958'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 CZ1958
 CZ1958                          STATION RECOVERY (1986)
 CZ1958
 CZ1958'RECOVERY NOTE BY US POWER SQUADRON 1986 (CS)
 CZ1958'MARK NOT FOUND.
 CZ1958
 CZ1958                          STATION RECOVERY (1997)
 CZ1958
 CZ1958'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1867 ***********************************************************************
 CZ1867  DESIGNATION -  TUCSON RAD STA KIKX MAST
 CZ1867  PID         -  CZ1867
 CZ1867  STATE/COUNTY-  AZ/PIMA
 CZ1867  USGS QUAD   -  TUCSON NORTH (1992)
 CZ1867
 CZ1867                         *CURRENT SURVEY CONTROL
 CZ1867  ___________________________________________________________________
 CZ1867* NAD 83(1992)-  32 17 30.89362(N)    110 53 40.01962(W)     ADJUSTED  
 CZ1867* NAVD 88     -              **(meters)            **(feet)            
 CZ1867  ___________________________________________________________________
 CZ1867  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 CZ1867  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ1867  HORZ ORDER  -  THIRD
 CZ1867
 CZ1867.The horizontal coordinates were established by classical geodetic methods
 CZ1867.and adjusted by the National Geodetic Survey in August 1993.
 CZ1867
 CZ1867
 CZ1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1867
 CZ1867.The geoid height was determined by GEOID03.
 CZ1867
 CZ1867;                    North         East     Units Scale Factor Converg.
 CZ1867;SPC AZ C     -   143,692.899   309,637.771   MT  1.00001427   +0 32 46.1
 CZ1867;SPC AZ C     -   471,433.40  1,015,871.95   iFT  1.00001427   +0 32 46.1
 CZ1867;UTM  12      - 3,572,797.894   509,938.058   MT  0.99960122   +0 03 23.0
 CZ1867
 CZ1867                          SUPERSEDED SURVEY CONTROL
 CZ1867
 CZ1867  NAD 83(1986)-  32 17 30.88807(N)    110 53 40.01745(W) AD(       ) 4
 CZ1867  NAD 27      -  32 17 30.61774(N)    110 53 37.69249(W) AD(       ) 3
 CZ1867
 CZ1867.Superseded values are not recommended for survey control.
 CZ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1867.See file dsdata.txt to determine how the superseded data were derived.
 CZ1867
 CZ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0993872798(NAD 83)
 CZ1867_MARKER: 42 = RADIO/TV MAST
 CZ1867
 CZ1867  HISTORY     - Date     Condition        Report By
 CZ1867  HISTORY     - 1971     FIRST OBSERVED   NGS
 CZ1867  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 CZ1867
 CZ1867                          STATION DESCRIPTION
 CZ1867
 CZ1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1867'THE STATION IS THE RED LIGHT ATOP THE CENTER ONE OF THREE MASTS OF
 CZ1867'THE TUCSON, RADIO STATION KIKX MAST THAT IS LOCATED ON THE WEST SIDE
 CZ1867'OF SWAN ROAD IN THE NORTH EAST SECTION OF THE CITY OF TUCSON.  THE
 CZ1867'MAST IS TRIANGULAR IN SHAPE, PAINTED IN ALTERNATE BANDS OF RED AND
 CZ1867'WHITE, AND IS 230 FEET IN HEIGHT.
 CZ1867
 CZ1867                          STATION RECOVERY (1996)
 CZ1867
 CZ1867'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1839 ***********************************************************************
 CZ1839  DESIGNATION -  TUCSON RADIO STATION KMOP MAST
 CZ1839  PID         -  CZ1839
 CZ1839  STATE/COUNTY-  AZ/PIMA
 CZ1839  USGS QUAD   -  TUCSON (1992)
 CZ1839
 CZ1839                         *CURRENT SURVEY CONTROL
 CZ1839  ___________________________________________________________________
 CZ1839* NAD 83(1992)-  32 13 04.54062(N)    110 58 59.78318(W)     ADJUSTED  
 CZ1839* NAVD 88     -              **(meters)            **(feet)            
 CZ1839  ___________________________________________________________________
 CZ1839  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CZ1839  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ1839  HORZ ORDER  -  THIRD
 CZ1839
 CZ1839.The horizontal coordinates were established by classical geodetic methods
 CZ1839.and adjusted by the National Geodetic Survey in August 1993.
 CZ1839
 CZ1839
 CZ1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1839
 CZ1839.The geoid height was determined by GEOID03.
 CZ1839
 CZ1839;                    North         East     Units Scale Factor Converg.
 CZ1839;SPC AZ C     -   135,412.457   301,342.931   MT  0.99999543   +0 29 51.6
 CZ1839;SPC AZ C     -   444,266.59    988,657.91   iFT  0.99999543   +0 29 51.6
 CZ1839;UTM  12      - 3,564,591.901   501,576.196   MT  0.99960003   +0 00 32.1
 CZ1839
 CZ1839                          SUPERSEDED SURVEY CONTROL
 CZ1839
 CZ1839  NAD 83(1986)-  32 13 04.53676(N)    110 58 59.78123(W) AD(       ) 4
 CZ1839  NAD 27      -  32 13 04.26200(N)    110 58 57.44800(W) AD(       ) 3
 CZ1839
 CZ1839.Superseded values are not recommended for survey control.
 CZ1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1839.See file dsdata.txt to determine how the superseded data were derived.
 CZ1839
 CZ1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0157664592(NAD 83)
 CZ1839_MARKER: 42 = RADIO/TV MAST
 CZ1839
 CZ1839  HISTORY     - Date     Condition        Report By
 CZ1839  HISTORY     - 1959     FIRST OBSERVED   CGS
 CZ1839  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ1839
 CZ1839                          STATION DESCRIPTION
 CZ1839
 CZ1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1839'THE STATION, A SINGLE COLUMN STEEL STRUCTURE SET IN A CONCRETE
 CZ1839'BASE, PAINTED ALTERNATELY RED AND WHITE, IS IN THE SOUTHWEST
 CZ1839'PART OF TUCSON.  IT HAS AN OVER-ALL HEIGHT OF 110 FEET AND THE
 CZ1839'FLASHER LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
 CZ1839'
 CZ1839'TO REACH THE STATION FROM THE INTERSECTION OF CONGRESS STREET
 CZ1839'AND THE FREEWAY GO WEST ON CONGRESS STREET FOR 0.1 MILE TO
 CZ1839'BONITA AVENUE, TURN LEFT AND GO SOUTH PASSING TO THE LEFT OF THE
 CZ1839'SAVE MART SHOP FOR 0.15 MILE TO THE STATION.
 CZ1839
 CZ1839                          STATION RECOVERY (1995)
 CZ1839
 CZ1839'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1855 ***********************************************************************
 CZ1855  DESIGNATION -  TUCSON TV STATION KUAT MAST
 CZ1855  PID         -  CZ1855
 CZ1855  STATE/COUNTY-  AZ/PIMA
 CZ1855  USGS QUAD   -  TUCSON (1992)
 CZ1855
 CZ1855                         *CURRENT SURVEY CONTROL
 CZ1855  ___________________________________________________________________
 CZ1855* NAD 83(1992)-  32 13 50.33657(N)    110 57 11.53732(W)     ADJUSTED  
 CZ1855* NAVD 88     -              **(meters)            **(feet)            
 CZ1855  ___________________________________________________________________
 CZ1855  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CZ1855  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ1855  HORZ ORDER  -  THIRD
 CZ1855
 CZ1855.The horizontal coordinates were established by classical geodetic methods
 CZ1855.and adjusted by the National Geodetic Survey in August 1993.
 CZ1855
 CZ1855
 CZ1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1855
 CZ1855.The geoid height was determined by GEOID03.
 CZ1855
 CZ1855;                    North         East     Units Scale Factor Converg.
 CZ1855;SPC AZ C     -   136,848.071   304,164.674   MT  1.00000165   +0 30 50.0
 CZ1855;SPC AZ C     -   448,976.61    997,915.60   iFT  1.00000165   +0 30 50.0
 CZ1855;UTM  12      - 3,566,002.826   504,408.955   MT  0.99960024   +0 01 29.8
 CZ1855
 CZ1855                          SUPERSEDED SURVEY CONTROL
 CZ1855
 CZ1855  NAD 83(1986)-  32 13 50.33189(N)    110 57 11.53570(W) AD(       ) 4
 CZ1855  NAD 27      -  32 13 50.05902(N)    110 57 09.20259(W) AD(       ) 3
 CZ1855
 CZ1855.Superseded values are not recommended for survey control.
 CZ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1855.See file dsdata.txt to determine how the superseded data were derived.
 CZ1855
 CZ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0440966003(NAD 83)
 CZ1855_MARKER: 42 = RADIO/TV MAST
 CZ1855
 CZ1855  HISTORY     - Date     Condition        Report By
 CZ1855  HISTORY     - 1971     FIRST OBSERVED   NGS
 CZ1855  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 CZ1855  HISTORY     - 19961207 MARK NOT FOUND   USPSQD
 CZ1855  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 CZ1855
 CZ1855                          STATION DESCRIPTION
 CZ1855
 CZ1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1855'THE STATION IS THE RED LIGHT ATOP THE TUCSON, TELEVISION STATION
 CZ1855'KUAT, MAST THAT IS LOCATED ON THE CAMPUS OF THE CAMPUS OF THE
 CZ1855'UNIVERSITY OF ARIZONA IN THE CITY OF TUCSON.  THE MAST IS A THREE
 CZ1855'LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE BANDS OF RED AND
 CZ1855'WHITE.  IT IS 285 FEET IN HEIGHT.
 CZ1855
 CZ1855                          STATION RECOVERY (1996)
 CZ1855
 CZ1855'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1855'MARK NOT FOUND.
 CZ1855
 CZ1855                          STATION RECOVERY (1996)
 CZ1855
 CZ1855'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1855'MARK NOT FOUND.
 CZ1855
 CZ1855                          STATION RECOVERY (2005)
 CZ1855
 CZ1855'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1851 ***********************************************************************
 CZ1851  DESIGNATION -  TUCSON UNIV ARIZ OBS DOME
 CZ1851  PID         -  CZ1851
 CZ1851  STATE/COUNTY-  AZ/PIMA
 CZ1851  USGS QUAD   -  TUCSON (1992)
 CZ1851
 CZ1851                         *CURRENT SURVEY CONTROL
 CZ1851  ___________________________________________________________________
 CZ1851* NAD 83(1992)-  32 13 59.47399(N)    110 56 56.36586(W)     ADJUSTED  
 CZ1851* NAVD 88     -              **(meters)            **(feet)            
 CZ1851  ___________________________________________________________________
 CZ1851  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 CZ1851  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ1851  HORZ ORDER  -  THIRD
 CZ1851
 CZ1851.The horizontal coordinates were established by classical geodetic methods
 CZ1851.and adjusted by the National Geodetic Survey in August 1993.
 CZ1851
 CZ1851
 CZ1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1851
 CZ1851.The geoid height was determined by GEOID03.
 CZ1851
 CZ1851;                    North         East     Units Scale Factor Converg.
 CZ1851;SPC AZ C     -   137,133.091   304,559.345   MT  1.00000254   +0 30 58.2
 CZ1851;SPC AZ C     -   449,911.72    999,210.45   iFT  1.00000254   +0 30 58.2
 CZ1851;UTM  12      - 3,566,284.354   504,805.885   MT  0.99960028   +0 01 37.9
 CZ1851
 CZ1851                          SUPERSEDED SURVEY CONTROL
 CZ1851
 CZ1851  NAD 83(1986)-  32 13 59.46971(N)    110 56 56.36442(W) AD(       ) 4
 CZ1851  NAD 27      -  32 13 59.19000(N)    110 56 54.04000(W) AD(       ) 3
 CZ1851
 CZ1851.Superseded values are not recommended for survey control.
 CZ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1851.See file dsdata.txt to determine how the superseded data were derived.
 CZ1851
 CZ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0480666284(NAD 83)
 CZ1851_MARKER: 88 = OBSERVATORY DOME
 CZ1851_SETTING: 0 = UNSPECIFIED SETTING
 CZ1851
 CZ1851  HISTORY     - Date     Condition        Report By
 CZ1851  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1851  HISTORY     - 1948     GOOD             CGS
 CZ1851  HISTORY     - 1950     GOOD             CGS
 CZ1851  HISTORY     - 19961207 GOOD             USPSQD
 CZ1851  HISTORY     - 19981019 GOOD             USPSQD
 CZ1851  HISTORY     - 20051105 GOOD             GEOCAC
 CZ1851  HISTORY     - 20061205 GOOD             GEOCAC
 CZ1851
 CZ1851                          STATION DESCRIPTION
 CZ1851
 CZ1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GBG)
 CZ1851'RECOVERED.
 CZ1851
 CZ1851                          STATION RECOVERY (1950)
 CZ1851
 CZ1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBG)
 CZ1851'DESCRIPTION ADEQUATE.
 CZ1851
 CZ1851                          STATION RECOVERY (1996)
 CZ1851
 CZ1851'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1851'RECOVERED IN GOOD CONDITION.
 CZ1851
 CZ1851                          STATION RECOVERY (1998)
 CZ1851
 CZ1851'RECOVERY NOTE BY US POWER SQUADRON 1998
 CZ1851'RECOVERED IN GOOD CONDITION.
 CZ1851
 CZ1851                          STATION RECOVERY (2005)
 CZ1851
 CZ1851'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 CZ1851'RECOVERED IN GOOD CONDITION.
 CZ1851
 CZ1851                          STATION RECOVERY (2006)
 CZ1851
 CZ1851'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1856 ***********************************************************************
 CZ1856  DESIGNATION -  TUCSON UNIV OF AZ CIVIL ENGR
 CZ1856  PID         -  CZ1856
 CZ1856  STATE/COUNTY-  AZ/PIMA
 CZ1856  USGS QUAD   -  TUCSON (1992)
 CZ1856
 CZ1856                         *CURRENT SURVEY CONTROL
 CZ1856  ___________________________________________________________________
 CZ1856* NAD 83(1992)-  32 14 05.04784(N)    110 57 11.30426(W)     ADJUSTED  
 CZ1856* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 CZ1856  ___________________________________________________________________
 CZ1856  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 CZ1856  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ1856  HORZ ORDER  -  SECOND
 CZ1856
 CZ1856.The horizontal coordinates were established by classical geodetic methods
 CZ1856.and adjusted by the National Geodetic Survey in August 1993.
 CZ1856
 CZ1856.The orthometric height was scaled from a topographic map.
 CZ1856
 CZ1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1856
 CZ1856.The geoid height was determined by GEOID03.
 CZ1856
 CZ1856;                    North         East     Units Scale Factor Converg.
 CZ1856;SPC AZ C     -   137,301.260   304,166.711   MT  1.00000166   +0 30 50.3
 CZ1856;SPC AZ C     -   450,463.45    997,922.28   iFT  1.00000166   +0 30 50.3
 CZ1856;UTM  12      - 3,566,455.799   504,414.857   MT  0.99960024   +0 01 30.0
 CZ1856
 CZ1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1856!SPC AZ C     -   0.99986946  x   1.00000166  =   0.99987112
 CZ1856!UTM  12      -   0.99986946  x   0.99960024  =   0.99946976
 CZ1856
 CZ1856:                Primary Azimuth Mark                     Grid Az
 CZ1856:SPC AZ C     -  TUCSON RAD STA KIKX MAST                 040 33 47.3
 CZ1856:UTM  12      -  TUCSON RAD STA KIKX MAST                 041 03 07.6
 CZ1856
 CZ1856|---------------------------------------------------------------------|
 CZ1856| PID    Reference Object                     Distance      Geod. Az  |
 CZ1856|                                                           dddmmss.s |
 CZ1856| CZ1867 TUCSON RAD STA KIKX MAST            APPROX. 8.4 KM 0410437.6 |
 CZ1856| CZ1855 TUCSON TV STATION KUAT MAST         453.209 METERS 1804627.0 |
 CZ1856|---------------------------------------------------------------------|
 CZ1856
 CZ1856                          SUPERSEDED SURVEY CONTROL
 CZ1856
 CZ1856  NAD 83(1986)-  32 14 05.04367(N)    110 57 11.30182(W) AD(       ) 2
 CZ1856  NAD 27      -  32 14 04.77156(N)    110 57 08.96885(W) AD(       ) 2
 CZ1856
 CZ1856.Superseded values are not recommended for survey control.
 CZ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1856.See file dsdata.txt to determine how the superseded data were derived.
 CZ1856
 CZ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0441566456(NAD 83)
 CZ1856_MARKER: N = NAIL
 CZ1856_SETTING: 0 = UNSPECIFIED SETTING
 CZ1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1856
 CZ1856  HISTORY     - Date     Condition        Report By
 CZ1856  HISTORY     - 1971     MONUMENTED       NGS
 CZ1856  HISTORY     - 19961207 GOOD             USPSQD
 CZ1856
 CZ1856                          STATION DESCRIPTION
 CZ1856
 CZ1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1856'THE STATION IS LOCATED ON THE ROOF OF THE ENGINEERING BUILDING ON THE
 CZ1856'CAMPUS OF THE UNIVERSITY OF ARIZONA, TUCSON.
 CZ1856'
 CZ1856'TO REACH THE STATION FROM THE SPEEDWAY EXIT ON INTERSTATE HIGHWAY 10
 CZ1856'IN TUCSON GO EAST ON SPEEDWAY BLVD. FOR 1.3 MILE TO THE INTERSECTION
 CZ1856'OF PALM STREET.  TURN RIGHT AND GO SOUTH ON PALM STREET FOR 0.2
 CZ1856'MILE TO THE ENGINEERING BUILDING ON THE LEFT AND THE STATION ON THE
 CZ1856'ROOF.
 CZ1856'
 CZ1856'THE MARK IS A NAIL EMBEDDED IN THE ASPHALT ROOF OF THE ENGINEERING
 CZ1856'BUILDING.  IT IS 35.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 CZ1856'BUILDING, 34.5 FEET WEST OF THE EAST EDGE OF THE BUILDING, 8 FEET
 CZ1856'SOUTH OF THE NORTH EDGE OF THE BUILDING AND IN THE CENTER OF A
 CZ1856'WIRE MESH ENCLOSURE.
 CZ1856
 CZ1856                          STATION RECOVERY (1996)
 CZ1856
 CZ1856'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1847 ***********************************************************************
 CZ1847  DESIGNATION -  TUCSON VETERANS HOSPITAL 51 TK
 CZ1847  PID         -  CZ1847
 CZ1847  STATE/COUNTY-  AZ/PIMA
 CZ1847  USGS QUAD   -  TUCSON (1992)
 CZ1847
 CZ1847                         *CURRENT SURVEY CONTROL
 CZ1847  ___________________________________________________________________
 CZ1847* NAD 83(1992)-  32 11 04.04688(N)    110 57 44.00067(W)     ADJUSTED  
 CZ1847* NAVD 88     -              **(meters)            **(feet)            
 CZ1847  ___________________________________________________________________
 CZ1847  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CZ1847  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ1847  HORZ ORDER  -  THIRD
 CZ1847
 CZ1847.The horizontal coordinates were established by classical geodetic methods
 CZ1847.and adjusted by the National Geodetic Survey in August 1993.
 CZ1847
 CZ1847
 CZ1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1847
 CZ1847.The geoid height was determined by GEOID03.
 CZ1847
 CZ1847;                    North         East     Units Scale Factor Converg.
 CZ1847;SPC AZ C     -   131,718.481   303,360.227   MT  0.99999986   +0 30 30.3
 CZ1847;SPC AZ C     -   432,147.25    995,276.34   iFT  0.99999986   +0 30 30.3
 CZ1847;UTM  12      - 3,560,882.335   503,561.133   MT  0.99960016   +0 01 12.4
 CZ1847
 CZ1847                          SUPERSEDED SURVEY CONTROL
 CZ1847
 CZ1847  NAD 83(1986)-  32 11 04.04253(N)    110 57 43.99878(W) AD(       ) 4
 CZ1847  NAD 27      -  32 11 03.76600(N)    110 57 41.66700(W) AD(       ) 3
 CZ1847
 CZ1847.Superseded values are not recommended for survey control.
 CZ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1847.See file dsdata.txt to determine how the superseded data were derived.
 CZ1847
 CZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0356160882(NAD 83)
 CZ1847_MARKER: 53 = ELEVATED TANK
 CZ1847
 CZ1847  HISTORY     - Date     Condition        Report By
 CZ1847  HISTORY     - 1935     FIRST OBSERVED   CGS
 CZ1847  HISTORY     - 1948     GOOD             CGS
 CZ1847
 CZ1847                          STATION DESCRIPTION
 CZ1847
 CZ1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GBG)
 CZ1847'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1854 ***********************************************************************
 CZ1854  DESIGNATION -  TUCSON WATER TANK NO P 1
 CZ1854  PID         -  CZ1854
 CZ1854  STATE/COUNTY-  AZ/PIMA
 CZ1854  USGS QUAD   -  TUCSON (1992)
 CZ1854
 CZ1854                         *CURRENT SURVEY CONTROL
 CZ1854  ___________________________________________________________________
 CZ1854* NAD 83(1992)-  32 12 16.46161(N)    110 52 44.56043(W)     ADJUSTED  
 CZ1854* NAVD 88     -              **(meters)            **(feet)            
 CZ1854  ___________________________________________________________________
 CZ1854  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 CZ1854  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CZ1854  HORZ ORDER  -  THIRD
 CZ1854
 CZ1854.The horizontal coordinates were established by classical geodetic methods
 CZ1854.and adjusted by the National Geodetic Survey in August 1993.
 CZ1854
 CZ1854
 CZ1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1854
 CZ1854.The geoid height was determined by GEOID03.
 CZ1854
 CZ1854;                    North         East     Units Scale Factor Converg.
 CZ1854;SPC AZ C     -   134,021.633   311,182.395   MT  1.00001797   +0 33 10.9
 CZ1854;SPC AZ C     -   439,703.52  1,020,939.62   iFT  1.00001797   +0 33 10.9
 CZ1854;UTM  12      - 3,563,117.809   511,399.451   MT  0.99960160   +0 03 52.1
 CZ1854
 CZ1854                          SUPERSEDED SURVEY CONTROL
 CZ1854
 CZ1854  NAD 83(1986)-  32 12 16.45566(N)    110 52 44.55968(W) AD(       ) 4
 CZ1854  NAD 27      -  32 12 16.18002(N)    110 52 42.23752(W) AD(       ) 3
 CZ1854
 CZ1854.Superseded values are not recommended for survey control.
 CZ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1854.See file dsdata.txt to determine how the superseded data were derived.
 CZ1854
 CZ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1139963118(NAD 83)
 CZ1854_MARKER: 53 = ELEVATED TANK
 CZ1854
 CZ1854  HISTORY     - Date     Condition        Report By
 CZ1854  HISTORY     - 1971     FIRST OBSERVED   NGS
 CZ1854  HISTORY     - 19950110 MARK NOT FOUND   USPSQD
 CZ1854
 CZ1854                          STATION DESCRIPTION
 CZ1854
 CZ1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1854'THE STATION IS THE FINIAL KNOB ATOP THE TUCSON, WATER TANK NUMBER P1
 CZ1854'THAT IS LOCATED NEAR THE INTERSECTION OF BEVERLY STREET AND 22ND
 CZ1854'STREET IN THE SOUTHEAST SECTION OF THE CITY OF TUCSON.  THE TANK IS
 CZ1854'AN OBLATE SPHEROID IN SHAPE, SUPPORTED BY 12 STRUCTURAL STEEL
 CZ1854'LEGS.  IT IS 120 FEET IN HEIGHT.
 CZ1854
 CZ1854                          STATION RECOVERY (1995)
 CZ1854
 CZ1854'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0609 ***********************************************************************
 FQ0609  DESIGNATION -  TUFA
 FQ0609  PID         -  FQ0609
 FQ0609  STATE/COUNTY-  AZ/COCONINO
 FQ0609  USGS QUAD   -  SUNSET CRATER EAST (1969)
 FQ0609
 FQ0609                         *CURRENT SURVEY CONTROL
 FQ0609  ___________________________________________________________________
 FQ0609* NAD 83(1992)-  35 15 25.03428(N)    111 27 44.22961(W)     ADJUSTED  
 FQ0609* NAVD 88     -      2149.0    (meters)    7051.     (feet)  VERTCON   
 FQ0609  ___________________________________________________________________
 FQ0609  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 FQ0609  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0609  HORZ ORDER  -  SECOND
 FQ0609
 FQ0609.The horizontal coordinates were established by classical geodetic methods
 FQ0609.and adjusted by the National Geodetic Survey in August 1993.
 FQ0609
 FQ0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0609
 FQ0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0609
 FQ0609.The geoid height was determined by GEOID03.
 FQ0609
 FQ0609;                    North         East     Units Scale Factor Converg.
 FQ0609;SPC AZ C     -   472,173.228   254,705.504   MT  0.99992106   +0 15 44.3
 FQ0609;SPC AZ C     - 1,549,124.76    835,647.98   iFT  0.99992106   +0 15 44.3
 FQ0609;UTM  12      - 3,901,636.817   457,947.780   MT  0.99962179   -0 16 00.7
 FQ0609
 FQ0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0609!SPC AZ C     -   0.99966648  x   0.99992106  =   0.99958757
 FQ0609!UTM  12      -   0.99966648  x   0.99962179  =   0.99928840
 FQ0609
 FQ0609:                Primary Azimuth Mark                     Grid Az
 FQ0609:SPC AZ C     -  LOS ANGELES ALBUQ AWY BCN 42             183 24 09.5
 FQ0609:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 42             183 55 54.5
 FQ0609
 FQ0609|---------------------------------------------------------------------|
 FQ0609| PID    Reference Object                     Distance      Geod. Az  |
 FQ0609|                                                           dddmmss.s |
 FQ0609| FQ0606 LOS ANGELES ALBUQ AWY BCN 42        APPROX.11.6 KM 1833953.8 |
 FQ0609| CH4440 TUFA RM 1                             5.192 METERS 23259     |
 FQ0609| CH3559 TUFA AZ MK                                         2362528.4 |
 FQ0609| FQ0634 ELDEN MOUNTAIN LOOKOUT TOWER        APPROX.12.4 KM 2615415.8 |
 FQ0609| CH4441 TUFA RM 2                             3.588 METERS 34415     |
 FQ0609|---------------------------------------------------------------------|
 FQ0609
 FQ0609                          SUPERSEDED SURVEY CONTROL
 FQ0609
 FQ0609  NAD 83(1986)-  35 15 25.02786(N)    111 27 44.22935(W) AD(       ) 2
 FQ0609  NAD 27      -  35 15 24.98900(N)    111 27 41.65700(W) AD(       ) 2
 FQ0609  NGVD 29 (07/19/86) 2148.0    (m)         7047.     (f) VERT ANG    3  
 FQ0609
 FQ0609.Superseded values are not recommended for survey control.
 FQ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0609.See file dsdata.txt to determine how the superseded data were derived.
 FQ0609
 FQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5794801637(NAD 83)
 FQ0609_MARKER: DS = TRIANGULATION STATION DISK
 FQ0609_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0609_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FQ0609
 FQ0609  HISTORY     - Date     Condition        Report By
 FQ0609  HISTORY     - 1936     MONUMENTED       CGS
 FQ0609  HISTORY     - 1958     GOOD             CGS
 FQ0609  HISTORY     - 1965     GOOD             USGS
 FQ0609
 FQ0609                          STATION DESCRIPTION
 FQ0609
 FQ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0609'STATION IS 11 MILES EAST-NORTHEAST OF FLAGSTAFF, LOCATED ON
 FQ0609'THE TOP OF A PROMINENT TUFA PEAK, 1-1/2 MILES NORTH OF U.S.
 FQ0609'HIGHWAY 66.  THIS PEAK IS CONSPICUOUS AS IT IS THE ONLY HIGH
 FQ0609'SHARP PEAK IN THE VICINITY WHICH IS COMPLETELY BARE ON THE
 FQ0609'TOP WITH ROUGH ROCK LEDGES.
 FQ0609'
 FQ0609'TO REACH FROM ATCHISON, TOPEKA AND SANTA FE RY. DEPOT AT
 FQ0609'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 FOR 6.0 MILES TO JUNCTION
 FQ0609'WITH U.S. HIGHWAY 89.  CONTINUE EAST ON HIGHWAY 66 FOR 5.8
 FQ0609'MILES TO GRADED ROAD TO LEFT WITH ROW OF WHITE STONES AT
 FQ0609'ENTRANCE.  TURN LEFT (NORTH) ON GRADED ROAD AND GO 1.1 MILES
 FQ0609'AND CROSS RAIL CATTLE GUARD.  CONTINUE ON GRADED ROAD FOR
 FQ0609'0.3 MILE AND TURN RIGHT (EAST) AND GO ACROSS COUNTRY TOWARD
 FQ0609'SADDLE IN THE PEAK AS FAR AS POSSIBLE WITH TRUCK TO END OF
 FQ0609'TRUCK TRAVEL.  PACK UP TO THE EAST TO THE SADDLE, THENCE
 FQ0609'NORTH AND EAST ALONG RIDGE TO THE STATION.  30-MINUTE PACK.
 FQ0609'
 FQ0609'STATION MARK AND REFERENCE MARKS ARE SET IN TUFA OUTCROP.
 FQ0609'
 FQ0609'AZIMUTH MARK IS 100 YARDS NORTH OF A RAIL CATTLE GUARD, AT
 FQ0609'SLIGHT CURVE IN ROAD, 25 FEET WEST OF ROAD AND IN A CLUSTER
 FQ0609'OF PROMINENT ROCK OUTCROP, ON SLOPE OF HILLSIDE.
 FQ0609'
 FQ0609'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 FQ0609
 FQ0609                          STATION RECOVERY (1958)
 FQ0609
 FQ0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0609'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FQ0609'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 FQ0609'IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTIONS
 FQ0609'TO THE REFERENCE MARKS AND THE AZIMUTH MARK.
 FQ0609'
 FQ0609'FOLLOWING IS A NEW DESCRIPTION--
 FQ0609'
 FQ0609'THE STATION IS ABOUT 11 MILES EAST-NORTHEAST OF FLAGSTAFF,
 FQ0609'4-1/2 MILES NORTH OF U.S. HIGHWAY 66, ON THE TOP OF A PROMINENT
 FQ0609'TUFA PEAK.  THIS PEAK IS CONSPICUOUS AS IT IS THE ONLY HIGH
 FQ0609'SHARP PEAK IN THE VICINITY WHICH IS COMPLETLY BARE ON THE
 FQ0609'TOP WITH ROUGH ROCK RIDGES.
 FQ0609'
 FQ0609'TO REACH FROM THE SANTA FE RAILROAD DEPOT IN FLAGSTAFF, GO
 FQ0609'EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.6 MILES TO THE Y-FORK
 FQ0609'JUNCTION OF U.S. HIGHWAY 66 AND 89.  KEEP LEFT ON U.S. HIGHWAY
 FQ0609'89 FOR 2.4 MILES TO A Y-FORK, JUST AFTER PASSING CAMP TOWNSEN
 FQ0609'KEEP RIGHT (THIS IS OLD U.S. HIGHWAY 66) FOR 5.6 MILES TO A
 FQ0609'SIDE ROAD LEFT.  TURN LEFT, NORTH, ON THIS GRADED ROAD AND GO
 FQ0609'0.7 MILE TO THE EL PASO NATURAL GAS COMPANY PIPE LINE CROSSING.
 FQ0609'CONTINUE AHEAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT,
 FQ0609'JUST AFTER PASSING A SHARP CURVE TO THE RIGHT AND JUST BEFORE
 FQ0609'COMING TO A SHARP CURVE TO THE LEFT.  HERE TURN RIGHT, EAST,
 FQ0609'ACROSS COUNTRY TOWARD THE FOOT OF THE HILL FOR 0.3 MILE TO
 FQ0609'THE END OF TRUCK TRAVEL.  THENCE PACK EAST TO THE TOP OF THE
 FQ0609'HILL AND STATION.  ABOUT A 1/2 HOUR PACK.
 FQ0609'
 FQ0609'THE STATION MARK IS A STANDARD DISK, STAMPED TUFA 1936, CEMENTED
 FQ0609'IN A DRILL HOLE IN TUFA OUTCROP THAT PROJECTS 3 FEET.
 FQ0609'
 FQ0609'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED TUFA NO 1
 FQ0609'1936, CEMENTED IN A DRILL HOLE IN TUFA OUTCROP THAT PROJECTS
 FQ0609'3 FEET.  IT IS 2 FEET NORTH OF THE EDGE OF THE HILL.
 FQ0609'
 FQ0609'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED TUFA NO 2
 FQ0609'1936, CEMENTED IN A DRILL HOLE IN TUFA OUTCROP THAT PROJECTS
 FQ0609'2 FEET.
 FQ0609'
 FQ0609'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TUFA 1936, CEMENTED
 FQ0609'IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT PROJECTS 1 FOOT.
 FQ0609'IT IS 30 FEET WEST OF THE CENTER OF A BLADED ROAD AND 4 FEET
 FQ0609'NORTHEAST OF A WITNESS POST.
 FQ0609
 FQ0609                          STATION RECOVERY (1965)
 FQ0609
 FQ0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0151 ***********************************************************************
 DA0151  DESIGNATION -  TULE
 DA0151  PID         -  DA0151
 DA0151  STATE/COUNTY-  AZ/PINAL
 DA0151  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0151
 DA0151                         *CURRENT SURVEY CONTROL
 DA0151  ___________________________________________________________________
 DA0151* NAD 83(1992)-  32 49 56.87446(N)    112 03 59.09841(W)     ADJUSTED  
 DA0151* NAVD 88     -       486.16   (+/-2cm)    1595.0    (feet)  VERTCON   
 DA0151  ___________________________________________________________________
 DA0151  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DA0151  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0151  HORZ ORDER  -  SECOND
 DA0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0151
 DA0151.The horizontal coordinates were established by classical geodetic methods
 DA0151.and adjusted by the National Geodetic Survey in August 1993.
 DA0151
 DA0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0151.The vertical order pertains to the NGVD 29 superseded value.
 DA0151
 DA0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0151
 DA0151.The geoid height was determined by GEOID03.
 DA0151
 DA0151;                    North         East     Units Scale Factor Converg.
 DA0151;SPC AZ C     -   203,183.219   199,340.429   MT  0.99990242   -0 04 52.3
 DA0151;SPC AZ C     -   666,611.61    654,004.03   iFT  0.99990242   -0 04 52.3
 DA0151;UTM  12      - 3,633,217.910   400,189.597   MT  0.99972284   -0 34 41.7
 DA0151
 DA0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0151!SPC AZ C     -   0.99992845  x   0.99990242  =   0.99983088
 DA0151!UTM  12      -   0.99992845  x   0.99972284  =   0.99965131
 DA0151
 DA0151|---------------------------------------------------------------------|
 DA0151| PID    Reference Object                     Distance      Geod. Az  |
 DA0151|                                                           dddmmss.s |
 DA0151| DA0150 TULE RM 1                            15.116 METERS 06442     |
 DA0151| CH5619 TULE RM 2                            10.850 METERS 31314     |
 DA0151| CH5367 T7S R3E SECS 4 5 CC                                3590012.6 |
 DA0151|---------------------------------------------------------------------|
 DA0151
 DA0151                          SUPERSEDED SURVEY CONTROL
 DA0151
 DA0151  NAD 83(1986)-  32 49 56.86625(N)    112 03 59.09919(W) AD(       ) 2
 DA0151  NAD 27      -  32 49 56.68600(N)    112 03 56.60330(W) AD(       ) 2
 DA0151  NGVD 29 (??/??/92)  485.543  (m)         1592.99   (f) ADJ UNCH    2 0
 DA0151
 DA0151.Superseded values are not recommended for survey control.
 DA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0151.See file dsdata.txt to determine how the superseded data were derived.
 DA0151
 DA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0019033218(NAD 83)
 DA0151_MARKER: DS = TRIANGULATION STATION DISK
 DA0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0151_STAMPING: TULE 1960
 DA0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0151+STABILITY: SURFACE MOTION
 DA0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0151+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0151
 DA0151  HISTORY     - Date     Condition        Report By
 DA0151  HISTORY     - 1960     MONUMENTED       CGS
 DA0151  HISTORY     - 1960     GOOD             CGS
 DA0151  HISTORY     - 1968     GOOD             AMS
 DA0151  HISTORY     - 1975     GOOD             NGS
 DA0151  HISTORY     - 1977     GOOD             USGS
 DA0151  HISTORY     - 20071130 GOOD             GEOCAC
 DA0151
 DA0151                          STATION DESCRIPTION
 DA0151
 DA0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA0151'STATION IS LOCATED ON THE NORTHERN EDGE OF PROPOSED INTERSTATE
 DA0151'HIGHWAY 8, ABOUT 5 MILES SOUTHWEST OF STANFIELD AND 2 MILES
 DA0151'SOUTH OF STATE HIGHWAY 84, NEAR THE LINE BETWEEN SECTIONS
 DA0151'8 AND 9, T 7 S, R 3 E.
 DA0151'
 DA0151'REACHED FROM THE POST OFFICE IN STANFIELD BY GOING WESTERLY
 DA0151'ON STATE HIGHWAY 84 FOR 4.4 MILES TO CROSSROADS AT PETERS
 DA0151'CORNER, TURN LEFT, SOUTH, ON GRAVEL ROAD FOR 1.7 MILES TO FORKS AT
 DA0151'A LARGE GRAVEL PIT, TAKE RIGHT FORK FOR 0.6 MILE TO FORKS
 DA0151'AT THE NORTHWEST EDGE OF A SMALL GRAVEL PIT, TAKE RIGHT FORK,
 DA0151'WEST, AND FOLLOW TRACK ROAD FOR 0.2 MILE TO A LARGE WASH, CROSS
 DA0151'WASH AND CONTINUE ON TRACK ROAD FOR 0.8 MILE TO CENTER OF
 DA0151'PROPOSED HIGHWAY, TURN RIGHT AND FOLLOW DIM TRACKS WESTERLY
 DA0151'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 DA0151'
 DA0151'STATION MARKS ARE STANDARD DISKS, STAMPED TULE 1960.  THE
 DA0151'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 DA0151'POST PROJECTING 6 INCHES.
 DA0151'
 DA0151'REFERENCE MARK 1 AND 2 ARE STANDARD DISKS, STAMPED TULE NO 1
 DA0151'AND 2 1960 RESPECTIVELY, CEMENTED IN DRILL HOLE IN BOULDERS.
 DA0151'
 DA0151'S5 S4 IS A U.S. BUREAU OF LAND MANAGEMENT DISK, STAMPED S5
 DA0151'S4 1915, BRAZED TO THE TOP OF A 1-INCH IRON PIPE PROJECTING
 DA0151'10 INCHES.  IT IS 26 FEET SOUTH OF THE CENTER OF A GRADED
 DA0151'ROAD AND 17 FEET WEST OF THE CENTER OF A GRADED ROAD.
 DA0151'
 DA0151'TO REACH THE AZIMUTH MARK FROM PETERS CORNER GO WESTERLY ON
 DA0151'STATE HIGHWAY 84 FOR 1.1 MILES TO A SIDE ROAD LEFT, TURN
 DA0151'LEFT, PASSING THROUGH WIRE GATE, FOR 1.0 MILE TO A SIDE ROAD
 DA0151'RIGHT AND THE MARK ON THE RIGHT.
 DA0151
 DA0151                          STATION RECOVERY (1960)
 DA0151
 DA0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0151'6.1 MI SW FROM STANFIELD.
 DA0151'4.4 MILES WEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT STANFIELD,
 DA0151'THENCE 1.7 MILES SOUTH ON GRAVELED ROAD TO A LARGE GRAVEL PIT, THENCE
 DA0151'FOLLOW TRACK ROAD SOUTH AND WEST 1.6 MILES TO CENTER LINE OF PROPOSED
 DA0151'HIGHWAY, THENCE WEST ABOUT 0.2 MILE, ABOUT 150 FEET NORTH OF CENTER OF
 DA0151'NEW HIGHWAY, SET N THE TOP OF 11-INCH SQUARE CONCRETE POST PROJECTING
 DA0151'6 INCHES.
 DA0151
 DA0151                          STATION RECOVERY (1968)
 DA0151
 DA0151'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JLW)
 DA0151'THE STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED
 DA0151'AND IN GOOD CONDITION.  THE AZIMUTH MARK (S5 S4 (USBLM)) WAS
 DA0151'NOT SEARCHED FOR--DESCRIPTION ADEQUATE.
 DA0151'
 DA0151'CHECK DIST. TO R.M.S
 DA0151'
 DA0151'PUB, CHECK
 DA0151'
 DA0151'R.M. 1 = 49.59 FT 49.60 FT
 DA0151'
 DA0151'R.M. 2 = 35.60 FT 35.60 FT.
 DA0151'
 DA0151'P.O. NO. 61821-100
 DA0151
 DA0151                          STATION RECOVERY (1975)
 DA0151
 DA0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RCP)
 DA0151'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DA0151
 DA0151                          STATION RECOVERY (1977)
 DA0151
 DA0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0151'JCT. OF I-HWY. 8 AND STANFIELD RD. AT OVERPASS BRIDGE, 6.1 MI W. OF
 DA0151'ALONG I-HWY. 8. 79 FT N. OF CENTERLINE OF WESTBOUND LANE, 23 FT S. OF
 DA0151'NORTH FREEWAY RIGHT-OF-WAY FENCE, ABOUT 3 FT LOWER THAN FREEWAY
 DA0151'SURFACE. IN CONCRETE POST PROJECTING 0.3 FT. NGS TRIANGULATION
 DA0151'STATION DISK STAMPED TULE 1960.
 DA0151
 DA0151                          STATION RECOVERY (2007)
 DA0151
 DA0151'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0151'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DA0151'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DA0151'THE STATION MARK IS 1.0 FEET WEST OF A WITNESS POST. THE AZIMUTH MARK
 DA0151'WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1416 ***********************************************************************
 DA1416  DESIGNATION -  TULE
 DA1416  PID         -  DA1416
 DA1416  STATE/COUNTY-  AZ/YUMA
 DA1416  USGS QUAD   -  SIERRA ARIDA (1990)
 DA1416
 DA1416                         *CURRENT SURVEY CONTROL
 DA1416  ___________________________________________________________________
 DA1416* NAD 83(1992)-  32 10 28.26808(N)    113 43 17.93837(W)     ADJUSTED  
 DA1416* NAVD 88     -       703.9    (meters)    2309.     (feet)  VERTCON   
 DA1416  ___________________________________________________________________
 DA1416  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DA1416  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DA1416  HORZ ORDER  -  THIRD
 DA1416
 DA1416.The horizontal coordinates were established by classical geodetic methods
 DA1416.and adjusted by the National Geodetic Survey in August 1993.
 DA1416
 DA1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1416
 DA1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1416
 DA1416.The geoid height was determined by GEOID03.
 DA1416
 DA1416;                    North         East     Units Scale Factor Converg.
 DA1416;SPC AZ W     -   130,221.893   216,033.658   MT  0.99993342   +0 00 54.3
 DA1416;SPC AZ W     -   427,237.18    708,771.84   iFT  0.99993342   +0 00 54.3
 DA1416;UTM  12      - 3,563,027.230   243,371.685   MT  1.00041225   -1 27 00.3
 DA1416
 DA1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1416!SPC AZ W     -   0.99989472  x   0.99993342  =   0.99982814
 DA1416!UTM  12      -   0.99989472  x   1.00041225  =   1.00030692
 DA1416
 DA1416:                Primary Azimuth Mark                     Grid Az
 DA1416:SPC AZ W     -  BOUNDARY MON 184 MX US                   145 49 36.7
 DA1416:UTM  12      -  BOUNDARY MON 184 MX US                   147 17 31.3
 DA1416
 DA1416|---------------------------------------------------------------------|
 DA1416| PID    Reference Object                     Distance      Geod. Az  |
 DA1416|                                                           dddmmss.s |
 DA1416| DA1261 BOUNDARY MON 184 MX US              APPROX. 2.5 KM 1455031.0 |
 DA1416|---------------------------------------------------------------------|
 DA1416
 DA1416                          SUPERSEDED SURVEY CONTROL
 DA1416
 DA1416  NAD 83(1986)-  32 10 28.25552(N)    113 43 18.01429(W) AD(       ) 3
 DA1416  NAD 27      -  32 10 28.06000(N)    113 43 15.24600(W) AD(       ) 3
 DA1416  NGVD 29 (06/20/88)  703.2    (m)         2307.     (f) VERT ANG    3  
 DA1416
 DA1416.Superseded values are not recommended for survey control.
 DA1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1416.See file dsdata.txt to determine how the superseded data were derived.
 DA1416
 DA1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4337263027(NAD 83)
 DA1416_MARKER: DS = TRIANGULATION STATION DISK
 DA1416_SETTING: 0 = UNSPECIFIED SETTING
 DA1416
 DA1416  HISTORY     - Date     Condition        Report By
 DA1416  HISTORY     - 1920     MONUMENTED       CGS
 DA1416  HISTORY     - 1962     GOOD             USGS
 DA1416  HISTORY     - 1968     GOOD             AMS
 DA1416
 DA1416                          STATION DESCRIPTION
 DA1416
 DA1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (GDC)
 DA1416'STATION IS ABOUT 5 MILES SE OF TULE WELL, 1 MILE S OF THE
 DA1416'PAPAGO-TULE WELLS ROAD AND ABOUT 3/4 MILE N OF THE U.S. AND M.
 DA1416'BOUNDARY LINE, ON THE HIGHEST POINT BETWEEN THE ROAD AND
 DA1416'THE BOUNDARY, THE POINT IS PROMINENT AND PLAINLY SEEN WHEN
 DA1416'APPROACHING ALONG THE ROAD FROM THE EASTWARD.
 DA1416'
 DA1416'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DA1416'IN CONCRETE.
 DA1416'
 DA1416'THE STATION IS BEST REACHED FROM THE PAPAGO-TULE WELLS ROAD
 DA1416'AT A POINT ABOUT 4-3/4 MILES FROM THE TULE WELL WHERE THE ROAD
 DA1416'TURNS NORTHWARD AND CROSSES A ROCKY RIDGE, THE STAION IS
 DA1416'PLAINLY SEEN FROM THIS POINT ON THE ROAD.
 DA1416
 DA1416                          STATION RECOVERY (1962)
 DA1416
 DA1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DA1416'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.  FIELD
 DA1416'WORK DONE BY AMS.
 DA1416
 DA1416                          STATION RECOVERY (1968)
 DA1416
 DA1416'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (HGK)
 DA1416'RECOVERED IN GOOD CONDITION.
 DA1416'
 DA1416'REFERENCE MARK (1 ONLY) NOT STAMPED
 DA1416'
 DA1416'STATION MARK NOT STAMPED.
 DA1416'
 DA1416'DISTANCE FROM TRIANGULATION STATION TO R.M. = 31.53 FEET
 DA1416'9.61 M. HORIZONTAL DIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1005 ***********************************************************************
 ES1005  DESIGNATION -  TULE
 ES1005  PID         -  ES1005
 ES1005  STATE/COUNTY-  AZ/YAVAPAI
 ES1005  USGS QUAD   -  TULE MESA (1967)
 ES1005
 ES1005                         *CURRENT SURVEY CONTROL
 ES1005  ___________________________________________________________________
 ES1005* NAD 83(1992)-  34 22 15.14655(N)    111 48 50.30597(W)     ADJUSTED  
 ES1005* NAVD 88     -      2037.2    (meters)    6684.     (feet)  VERTCON   
 ES1005  ___________________________________________________________________
 ES1005  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 ES1005  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ES1005  HORZ ORDER  -  SECOND
 ES1005
 ES1005.The horizontal coordinates were established by classical geodetic methods
 ES1005.and adjusted by the National Geodetic Survey in August 1993.
 ES1005
 ES1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1005
 ES1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1005
 ES1005.The geoid height was determined by GEOID03.
 ES1005
 ES1005;                    North         East     Units Scale Factor Converg.
 ES1005;SPC AZ C     -   373,793.992   222,804.878   MT  0.99990110   +0 03 28.7
 ES1005;SPC AZ C     - 1,226,358.24    730,987.13   iFT  0.99990110   +0 03 28.7
 ES1005;UTM  12      - 3,803,579.135   425,158.610   MT  0.99966904   -0 27 34.4
 ES1005
 ES1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1005!SPC AZ C     -   0.99968441  x   0.99990110  =   0.99958554
 ES1005!UTM  12      -   0.99968441  x   0.99966904  =   0.99935356
 ES1005
 ES1005|---------------------------------------------------------------------|
 ES1005| PID    Reference Object                     Distance      Geod. Az  |
 ES1005|                                                           dddmmss.s |
 ES1005| CH4443 TULE RM 1                             7.708 METERS 21904     |
 ES1005| CH4444 TULE RM 2                             9.507 METERS 31028     |
 ES1005| CH4442 TULE AZ MK                                         3415733.0 |
 ES1005|---------------------------------------------------------------------|
 ES1005
 ES1005                          SUPERSEDED SURVEY CONTROL
 ES1005
 ES1005  NAD 83(1986)-  34 22 15.14095(N)    111 48 50.30572(W) AD(       ) 2
 ES1005  NAD 27      -  34 22 15.03900(N)    111 48 47.76300(W) AD(       ) 2
 ES1005  NGVD 29 (07/19/86) 2036.4    (m)         6681.     (f) VERT ANG    3  
 ES1005
 ES1005.Superseded values are not recommended for survey control.
 ES1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1005.See file dsdata.txt to determine how the superseded data were derived.
 ES1005
 ES1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2515903579(NAD 83)
 ES1005_MARKER: DS = TRIANGULATION STATION DISK
 ES1005_SETTING: 80 = SET IN A BOULDER
 ES1005_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1005+STABILITY: SURFACE MOTION
 ES1005
 ES1005  HISTORY     - Date     Condition        Report By
 ES1005  HISTORY     - 1946     MONUMENTED       CGS
 ES1005  HISTORY     - 1959     GOOD             CGS
 ES1005  HISTORY     - 1966     GOOD             USGS
 ES1005
 ES1005                          STATION DESCRIPTION
 ES1005
 ES1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1005'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 24 MILES EAST
 ES1005'OF MAYER, 13 MILES SOUTH OF CAMP VERDE, 21 MILES WEST OF PINE,
 ES1005'AND ABOUT 7 MILES WEST-NORTHWEST OF VERDE INDIAN HOT SPRINGS
 ES1005'ON THE VERDE RIVER.  IT IS ON THE HIGHEST POINT OF WHAT IS
 ES1005'KNOWN AS TULE MESA, WHICH BREAKS OFF INTO STEEP SLOPES ON
 ES1005'THE NORTH AND EAST TOWARD THE VERDE RIVER.
 ES1005'
 ES1005'TO REACH FROM MAYER POST OFFICE, GO TOWARD PHOENIX FOR 1.5
 ES1005'MILES, TAKE ROAD LEFT AT SIGN DUGAS 19.  FOLLOW THE MAIN ROAD
 ES1005'EASTERLY FOR 18 MILES TO THE DUGAS RANCH AND POST OFFICE
 ES1005'ON LEFT JUST AFTER CROSSING A STREAM.  CONTINUE EASTERLY
 ES1005'0.6 MILE TO FORK, TAKE LEFT FORK FOR 1.9 MILES TO FORK, TAKE
 ES1005'RIGHT FORK FOR 2.1 MILE TO FORK ANS SIGNS.  HERE TAKE LEFT
 ES1005'FORK AS INDICATED BY SIGN 14 VERDE HOT SPRINGS AND SIGN ROAD
 ES1005'IMPASSABLE.  FOLLOW THIS VERY ROUGH ROAD FOR 7.55 MILES,
 ES1005'THENCE LEAVE TRUCK AND PACK NORTHERLY UP SLOPE TO HIGHEST
 ES1005'POINT AND STATION, ABOUT 1 MILE.
 ES1005'
 ES1005'STATION IS 31 FEET EAST-NORTHEAST OF A FENCE LINE, 10 FEET
 ES1005'WEST OF BLUFF, AND 70 FEET NORTH OF A LARGE CEDAR TREE IN FENCE
 ES1005'LINE.  MARKED BY A STANDARD TRIANGULATION STATION DISK, STAMPED
 ES1005'TULE 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES1005'PROJECTS 8 INCHES ABOVE GROUND.
 ES1005'
 ES1005'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND ABOUT
 ES1005'1 FOOT HIGHER, 12 FEET EAST OF THE FENCE LINE.  IT IS A STANDARD
 ES1005'REFERENCE MARK DISK, STAMPED TULE NO 1 1946, CEMENTED IN A DRILL
 ES1005'HOLE IN A BOULDER THAT PROJECTS ABOUT 18 INCHES ABOVE GROUND.
 ES1005'
 ES1005'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT
 ES1005'THE SAME ELEVATION, AND IS 11 FEET NORTHEAST OF THE FENCE
 ES1005'LINE.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED TULE
 ES1005'NO 2 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES1005'1 FOOT ABOVE GROUND.
 ES1005'
 ES1005'THE AZIMUTH MARK IS ABOUT 1/2 MILE NORTH-NORTHWEST OF THE
 ES1005'STATION ALONG THE TOP OF THE MESA.  IT IS ABOUT 25 YARDS NORTH
 ES1005'OF FENCE LNE, 8 YARDS EAST OF A LARGE TREE AND 3 FEET WEST OF A
 ES1005'3-FT CAIRN.  MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED
 ES1005'TULE 1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ES1005'2 INCHES ABOVE THE GROUND.
 ES1005'
 ES1005'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 ES1005
 ES1005                          STATION RECOVERY (1959)
 ES1005
 ES1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCM)
 ES1005'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED.
 ES1005'A WITNESS POST WAS SET AT THE STATION AND MEASUREMENTS FROM
 ES1005'IT TO THE MARKS ARE AS FOLLOWS--
 ES1005'STATION MARK                  NE  17.5 FEET
 ES1005'TULE RM 1                     W   10.4 FEET
 ES1005'TULE RM 2                     N   40.7 FEET
 ES1005'
 ES1005'TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON
 ES1005'ARIZONA STATE HIGHWAY 79 FOR 6.1 MILES TO A CROSSROAD,
 ES1005'TURN RIGHT AS PER SIGN DUGAS SYCAMORE RANGER STATION AND FOLLOW
 ES1005'THE DIRT ROAD SOUTHEASTERLY FOR 7.1 MILES TO THE DUGAS
 ES1005'RANCH BUILDINGS JUST AFTER FORDING A STREAM.  CONTINUE EASTERLY
 ES1005'FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK AS PER SIGNS HORNER
 ES1005'MTN RANCH AND DOUBLE T 10, AND GO 2.0 MILES TO A FORK, TAKE
 ES1005'THE RIGHT FORK AS PER SIGN DOUBLE T RANCH AND GO 2.0 MILES
 ES1005'TO A FORK, GO LEFT AS PER SIGN VERDE RIM 10 FOR 1.4 MILES
 ES1005'TO A FORK AND SIGN WILLOW SPRING.  TAKE THE RIGHT FORK AND
 ES1005'FOLLOW THE BLADED BUT VERY ROUGH MAIN TRAVELED WAY FOR 6.0
 ES1005'MILES TO A TRACK ROAD LEFT JUST AFTER CROSSING TWO STEEL
 ES1005'CULVERTS.  TURN LEFT ON THE TRACK ROAD AND GO 0.1 MILE TO
 ES1005'AN EAST-WEST FENCE AND THE END OF TRUCK TRAVEL FOR
 ES1005'TWO-WHEEL DRIVE VEHICLES.  PACK NORTHERLY FOR ABOUT 0.5
 ES1005'MILE TO THE TOP OF THE HILL AND THE STATION.
 ES1005'
 ES1005'A FOUR-WHEEL DRIVE TRUCK MAY BE TAKEN WEST ALONG THE FENCE
 ES1005'FOR 0.05 MILE TO A WIRE GATE, GO THROUGH THE GATE AND PICK
 ES1005'A WAY BETWEEN THE TREES AND ROCKS TO THE TOP OF THE HILL.
 ES1005
 ES1005                          STATION RECOVERY (1966)
 ES1005
 ES1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1005'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0760 ***********************************************************************
 DT0760  DESIGNATION -  TULE
 DT0760  PID         -  DT0760
 DT0760  STATE/COUNTY-  AZ/GREENLEE
 DT0760  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0760
 DT0760                         *CURRENT SURVEY CONTROL
 DT0760  ___________________________________________________________________
 DT0760* NAD 83(1992)-  33 14 18.27270(N)    109 28 02.10616(W)     ADJUSTED  
 DT0760* NAVD 88     -      1869.6    (meters)    6134.     (feet)  VERTCON   
 DT0760  ___________________________________________________________________
 DT0760  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DT0760  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DT0760  HORZ ORDER  -  THIRD
 DT0760
 DT0760.The horizontal coordinates were established by classical geodetic methods
 DT0760.and adjusted by the National Geodetic Survey in August 1993.
 DT0760
 DT0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0760
 DT0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0760
 DT0760.The geoid height was determined by GEOID03.
 DT0760
 DT0760;                    North         East     Units Scale Factor Converg.
 DT0760;SPC AZ E     -   248,408.102   278,540.353   MT  0.99995236   +0 23 00.2
 DT0760;SPC AZ E     -   814,987.21    913,846.30   iFT  0.99995236   +0 23 00.2
 DT0760;UTM  12      - 3,678,764.629   642,803.488   MT  0.99985143   +0 50 25.0
 DT0760
 DT0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0760!SPC AZ E     -   0.99971047  x   0.99995236  =   0.99966284
 DT0760!UTM  12      -   0.99971047  x   0.99985143  =   0.99956194
 DT0760
 DT0760|---------------------------------------------------------------------|
 DT0760| PID    Reference Object                     Distance      Geod. Az  |
 DT0760|                                                           dddmmss.s |
 DT0760| CD3767 TULE RM 1                            10.843 METERS 09728     |
 DT0760| CD3766 TULE AZ MK                                         1003051.6 |
 DT0760| DT0761 6105                                  4.258 METERS 23341     |
 DT0760|---------------------------------------------------------------------|
 DT0760
 DT0760                          SUPERSEDED SURVEY CONTROL
 DT0760
 DT0760  NAD 83(1986)-  33 14 18.26952(N)    109 28 02.10595(W) AD(       ) 3
 DT0760  NAD 27      -  33 14 18.04590(N)    109 27 59.82430(W) AD(       ) 3
 DT0760  NGVD 29 (07/19/86) 1868.8    (m)         6131.     (f) VERT ANG    3  
 DT0760
 DT0760.Superseded values are not recommended for survey control.
 DT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0760.See file dsdata.txt to determine how the superseded data were derived.
 DT0760
 DT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4280378765(NAD 83)
 DT0760_MARKER: DS = TRIANGULATION STATION DISK
 DT0760_SETTING: 80 = SET IN A BOULDER
 DT0760_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0760
 DT0760  HISTORY     - Date     Condition        Report By
 DT0760  HISTORY     - 1960     MONUMENTED       CGS
 DT0760  HISTORY     - 1967     GOOD             USE
 DT0760
 DT0760                          STATION DESCRIPTION
 DT0760
 DT0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0760'THE STATION IS LOCATED ON A GRASSY HILL ON THE WEST END OF AN
 DT0760'EAST-WEST RIDGE, ABOUT 18 MILES NORTHWEST OF CLIFTON, 2-1/2
 DT0760'MILES EAST OF TABLE MOUNTAIN, 2 MILES NORTH OF THE TULE RANCH.
 DT0760'
 DT0760'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, GO NORTH
 DT0760'ON U.S. HIGHWAY 666 16.8 MILES TO A ROADSIDE PARK ON THE EAST
 DT0760'SIDE OF THE HIGHWAY.  CONTINUE AHEAD, NORTH, ON U.S. HIGHWAY 666
 DT0760'2.3 MILES TO A STOCK GUARD, A T-ROAD TO THE LEFT, AND SIGN
 DT0760'TULE RANCH 6.  TURN LEFT, AS PER SIGN, AND FOLLOW THE DIRT
 DT0760'ROAD WEST AND SOUTHWEST 2.1 MILES TO A Y-FORK.  TAKE RIGHT FORK
 DT0760'AND FOLLOW THE DIRT ROAD SOUTHWESTERLY 1.8 MILES TO A Y-FORK,
 DT0760'KEEP RIGHT FORK 0.1 MILE TO ANOTHER Y-FORK.  TAKE RIGHT FORK,
 DT0760'NORTHWEST, 2.3 MILES TO A STOCK PEN AND CORRAL.  FOLLOW TRACK
 DT0760'ROAD WEST, ACROSS TWO WASHES, 0.4 MILE TO THE END OF TRUCK
 DT0760'TRAVEL.  PACK SOUTHWEST TO THE TOP OF THE RIDGE AND THE
 DT0760'AZIMUTH MARK.  CONTINUE WEST AND NORTHWEST ALONG THE RIDGE TO
 DT0760'THE HIGHEST POINT AND THE STATION.  THIS IS AN HOUR
 DT0760'PACK.
 DT0760'
 DT0760'THE STATION MARK, STAMPED TULE 1960, IS A STANDARD DISK CEMENTED
 DT0760'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 DT0760'
 DT0760'REFERENCE MARK NO. 1, STAMPED TULE NO 1 1960, IS A STANDARD DISK
 DT0760'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 DT0760'
 DT0760'REFERENCE MARK NO. 2, STAMPED 6105, IS A U.S. GEOLOGICAL SURVEY
 DT0760'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 DT0760'PROJECTS 8 INCHES.
 DT0760'
 DT0760'THE AZIMUTH MARK, STAMPED TULE 1960, IS A STANDARD DISK CEMENTED
 DT0760'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.  IT IS 4.5
 DT0760'FEET EAST OF A CAIRN AND 26 FEET SOUTHWEST OF THE LARGEST JUNIPER
 DT0760'TREE IN THE GENERAL VICINITY.
 DT0760
 DT0760                          STATION RECOVERY (1967)
 DT0760
 DT0760'RECOVERY NOTE BY US ENGINEERS 1967
 DT0760'MARK IS LOCATED APPROXIMATELY 16.1 AIRMILES (NW) OF CLIFTON, ARIZONA.
 DT0760'18.8 AIRMILES (SE) OF POINT OF PINES, ARIZONA.
 DT0760'
 DT0760'TO REACH MARK FROM POST OFFICE IN CLIFTON, ARIZONA, GO (N) ON
 DT0760'U.S. HWY 666 FOR 1.6 MILES TO JUNCTION AND SIGN U.S. 666 CORONADO
 DT0760'TRAIL AND SPRINGERVILLE RIGHT, MORENCI LEFT.  CONTINUE ON U.S.
 DT0760'666 (N) FOR 15.4 MILES TO A ROADSIDE PARK ON THE RIGHT (E)
 DT0760'LOCATED IN A SADDLE.  PROCEED ON U.S. 666 FOR 2.3 MILES TO A
 DT0760'ROAD LEFT AND A CATTLEGUARD.  AT THIS POINT, THERE WILL BE A
 DT0760'SIGN DEERHEAD RANCH AND TULE RANCH.  TURN LEFT (W) ON DIRT ROAD
 DT0760'AND GO 2.3 MILES TO Y-JUNCTION AND SIGN TULE RANCH LEFT.  TAKE
 DT0760'RIGHT FORK (SW) FOR 0.1 MILE TO ANOTHER Y-JUNCTION.  TAKE
 DT0760'RIGHT FORK (NW) FOR 2.5 MILES TO A CORRAL.  AT THE (W) SIDE OF
 DT0760'THE CORRAL, THERE IS A DIM ROAD LEFT (W).  TAKE THIS ROAD
 DT0760'(W) FOR 0.4 MILE ACROSS TWO DRY WASHES TO A DIRT TANK.  CONTINUE
 DT0760'ON ROAD PAST TANK TO TOP OF SADDLE.  FROM HERE, GO
 DT0760'CROSS-COUNTRY (SE) TO TOP OF (E-W) RIDGE AND AZIMUTH MARK.
 DT0760'DRIVE (W) ALONG TOP OF RIDGE TO HIGHEST POINT AND STATION
 DT0760'SITE.
 DT0760'
 DT0760'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A BOULDER
 DT0760'PROJECTING 3 IN ABOVE GROUND.  STAMPED TULE 1960.
 DT0760'
 DT0760'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A BOULDER PROJECTING 14
 DT0760'IN ABOVE GROUND.  STAMPED TULE NO 1 1960.  IT IS LOCATED 35.57
 DT0760'FT (E) OF MARK ON A MAG. AZ. OF 87 DEG AND A DE OF -2.53 FT.
 DT0760'
 DT0760'R.M. 2 IS A USGS BM DISK SET IN A BOULDER PROJECTING 6 IN ABOVE
 DT0760'GROUND.  STAMPED 6105 VA.  IT IS LOCATED 13.97 FT (SW) OF MARK
 DT0760'ON A MAG. AZ. OF 230 DEG AND A DE OF +0.43 FT.
 DT0760'
 DT0760'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN A BOULDER
 DT0760'PROJECTING 5 IN ABOVE GROUND.  STAMPED TULE 1960.
 DT0760'
 DT0760'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW IS GOOD IN ALL
 DT0760'DIRECTIONS EXCEPT IN MAG. AZ. AREA OF 80 DEG-110 DEG (MOUNTAIN)
 DT0760'2 MILES DISTANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0150 ***********************************************************************
 DA0150  DESIGNATION -  TULE RM 1
 DA0150  PID         -  DA0150
 DA0150  STATE/COUNTY-  AZ/PINAL
 DA0150  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0150
 DA0150                         *CURRENT SURVEY CONTROL
 DA0150  ___________________________________________________________________
 DA0150* NAD 83(1986)-  32 49 56.     (N)    112 03 58.     (W)     SCALED    
 DA0150* NAVD 88     -       485.86   (+/-2cm)    1594.0    (feet)  VERTCON   
 DA0150  ___________________________________________________________________
 DA0150  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DA0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0150
 DA0150.The horizontal coordinates were scaled from a topographic map and have
 DA0150.an estimated accuracy of +/- 6 seconds.
 DA0150
 DA0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0150.The vertical order pertains to the NGVD 29 superseded value.
 DA0150
 DA0150.The geoid height was determined by GEOID03.
 DA0150
 DA0150;                    North         East    Units  Estimated Accuracy
 DA0150;SPC AZ C     -   203,160.      199,370.      MT  (+/- 180 meters Scaled)
 DA0150
 DA0150                          SUPERSEDED SURVEY CONTROL
 DA0150
 DA0150  NGVD 29 (??/??/92)  485.239  (m)         1591.99   (f) ADJ UNCH    2 0
 DA0150
 DA0150.Superseded values are not recommended for survey control.
 DA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0150.See file dsdata.txt to determine how the superseded data were derived.
 DA0150
 DA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB002331(NAD 83)
 DA0150_MARKER: DR = REFERENCE MARK DISK
 DA0150_SETTING: 0 = UNSPECIFIED SETTING
 DA0150_STAMPING: TULE NO 1 1960
 DA0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0150+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0150
 DA0150  HISTORY     - Date     Condition        Report By
 DA0150  HISTORY     - 1960     MONUMENTED       CGS
 DA0150  HISTORY     - 20071130 GOOD             GEOCAC
 DA0150
 DA0150                          STATION DESCRIPTION
 DA0150
 DA0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0150'6.1 MI W FROM STANFIELD.
 DA0150'4.4 MILES WEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT STANFIELD,
 DA0150'THENCE 1.7 MILES SOUTH ON GRAVELED ROAD TO A LARGE GRAVEL PIT, THENCE
 DA0150'FOLLOW TRACK ROAD SOUTH AND WEST 1.6 MILES TO CENTER LINE OF PROPOSED
 DA0150'HIGHWAY, THENCE WEST ABOUT 0.2 MILE, ABOUT 50 FEET NORTH OF
 DA0150'TRIANGULATION STATION.
 DA0150
 DA0150                          STATION RECOVERY (2007)
 DA0150
 DA0150'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0150'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0150'THE DESCRIPTION - THE MARK IS LOCATED 1.0 FEET NORTH OF THE FREEWAY
 DA0150'RIGHT-OF-WAY FENCE. HANDHELD COORDINATES
 DA0150'32 49 57.1 (N)   111 03 58.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1090 ***********************************************************************
 CG1090  DESIGNATION -  TUMAC
 CG1090  PID         -  CG1090
 CG1090  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1090  USGS QUAD   -  TUBAC (1981)
 CG1090
 CG1090                         *CURRENT SURVEY CONTROL
 CG1090  ___________________________________________________________________
 CG1090* NAD 83(1992)-  31 33 01.89137(N)    111 06 58.75610(W)     ADJUSTED  
 CG1090* NAVD 88     -      1718.     (meters)    5636.     (feet)  SCALED    
 CG1090  ___________________________________________________________________
 CG1090  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CG1090  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CG1090  HORZ ORDER  -  FIRST
 CG1090
 CG1090.The horizontal coordinates were established by classical geodetic methods
 CG1090.and adjusted by the National Geodetic Survey in August 1993.
 CG1090
 CG1090.The orthometric height was scaled from a topographic map.
 CG1090
 CG1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1090
 CG1090.The geoid height was determined by GEOID03.
 CG1090
 CG1090;                    North         East     Units Scale Factor Converg.
 CG1090;SPC AZ C     -    61,310.674   289,347.293   MT  0.99997119   +0 25 07.7
 CG1090;SPC AZ C     -   201,150.51    949,302.14   iFT  0.99997119   +0 25 07.7
 CG1090;UTM  12      - 3,490,622.450   488,959.583   MT  0.99960150   -0 03 39.1
 CG1090
 CG1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1090!SPC AZ C     -   0.99973497  x   0.99997119  =   0.99970617
 CG1090!UTM  12      -   0.99973497  x   0.99960150  =   0.99933657
 CG1090
 CG1090:                Primary Azimuth Mark                     Grid Az
 CG1090:SPC AZ C     -  TUMAC AZ MK                              077 15 52.9
 CG1090:UTM  12      -  TUMAC AZ MK                              077 44 39.7
 CG1090
 CG1090|---------------------------------------------------------------------|
 CG1090| PID    Reference Object                     Distance      Geod. Az  |
 CG1090|                                                           dddmmss.s |
 CG1090| CH5620 TUMAC AZ MK                                        0774100.6 |
 CG1090| CH5621 TUMAC RM 1                            5.745 METERS 13845     |
 CG1090| CH5622 TUMAC RM 2                            5.718 METERS 23216     |
 CG1090|---------------------------------------------------------------------|
 CG1090
 CG1090                          SUPERSEDED SURVEY CONTROL
 CG1090
 CG1090  NAD 83(1986)-  31 33 01.88014(N)    111 06 58.75334(W) AD(       ) 1
 CG1090  NAD 27      -  31 33 01.55300(N)    111 06 56.41900(W) AD(       ) 1
 CG1090
 CG1090.Superseded values are not recommended for survey control.
 CG1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1090.See file dsdata.txt to determine how the superseded data were derived.
 CG1090
 CG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV8896090622(NAD 83)
 CG1090_MARKER: DS = TRIANGULATION STATION DISK
 CG1090_SETTING: 80 = SET IN A BOULDER
 CG1090_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1090+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2007
 CG1090
 CG1090  HISTORY     - Date     Condition        Report By
 CG1090  HISTORY     - 1935     MONUMENTED       CGS
 CG1090  HISTORY     - 20070101 GOOD             GEOCAC
 CG1090
 CG1090                          STATION DESCRIPTION
 CG1090
 CG1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1090'ABOUT 23 MILES NORTHWEST OF NOGALES, NEAR THE LINE BETWEEN SEC.
 CG1090'33, T. 21 S. AND SEC. 4, T. 22 S., R. 12 E., ON HIGHEST MOUNTAIN
 CG1090'OF THE TUMACACORI RANGE WITH THE EXCEPTION OF A DOME-SHAPED
 CG1090'REDDISH LOOKING HILL TO THE NORTHEAST.  MARKED BY A STANDARD
 CG1090'BRONZE DISK. REFERENCE MARK NO. 1, A
 CG1090'STANDARD BRONZE REFERENCE DISK, IS 5.745 METERS
 CG1090'(18.85 FEET) FROM STATION S 41 DEG 15 MIN E. REFERENCE
 CG1090'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CG1090'5.718 METERS (18.76 FEET) FROM STATION S 52 DEG 16 MIN W.
 CG1090'THE AZIMUTH MARK, A STANDARD BRONZE DISK, IS
 CG1090'ON ROCKY PEAK 0.3 MILE FROM STATION N 77 DEG 41 MIN E.
 CG1090
 CG1090                          STATION RECOVERY (2007)
 CG1090
 CG1090'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 CG1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0596 ***********************************************************************
 CG0596  DESIGNATION -  TUMACACORI
 CG0596  PID         -  CG0596
 CG0596  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0596  USGS QUAD   -  TUBAC (1981)
 CG0596
 CG0596                         *CURRENT SURVEY CONTROL
 CG0596  ___________________________________________________________________
 CG0596* NAD 83(1992)-  31 33 26.84683(N)    111 02 57.86246(W)     ADJUSTED  
 CG0596* NAVD 88     -      1022.444  (meters)    3354.47   (feet)  ADJUSTED  
 CG0596  ___________________________________________________________________
 CG0596  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CG0596  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0596  DYNAMIC HT  -        1020.898 (meters)    3349.40  (feet)  COMP
 CG0596  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 CG0596
 CG0596  HORZ ORDER  -  SECOND
 CG0596  VERT ORDER  -  FIRST     CLASS II
 CG0596
 CG0596.The horizontal coordinates were established by classical geodetic methods
 CG0596.and adjusted by the National Geodetic Survey in August 1993.
 CG0596
 CG0596.The orthometric height was determined by differential leveling
 CG0596.and adjusted in June 1991.
 CG0596
 CG0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0596
 CG0596.The geoid height was determined by GEOID03.
 CG0596
 CG0596.The dynamic height is computed by dividing the NAVD 88
 CG0596.geopotential number by the normal gravity value computed on the
 CG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0596.degrees latitude (g = 980.6199 gals.).
 CG0596
 CG0596.The modeled gravity was interpolated from observed gravity values.
 CG0596
 CG0596;                    North         East     Units Scale Factor Converg.
 CG0596;SPC AZ C     -    62,127.641   295,694.526   MT  0.99998358   +0 27 14.1
 CG0596;SPC AZ C     -   203,830.84    970,126.40   iFT  0.99998358   +0 27 14.1
 CG0596;UTM  12      - 3,491,385.958   495,311.041   MT  0.99960027   -0 01 33.1
 CG0596
 CG0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0596!SPC AZ C     -   0.99984412  x   0.99998358  =   0.99982771
 CG0596!UTM  12      -   0.99984412  x   0.99960027  =   0.99944446
 CG0596
 CG0596|---------------------------------------------------------------------|
 CG0596| PID    Reference Object                     Distance      Geod. Az  |
 CG0596|                                                           dddmmss.s |
 CG0596| CG0597 TUMACACORI RM 1                      20.347 METERS 21200     |
 CG0596| CG0595 TUMACACORI RM 2                      18.405 METERS 29519     |
 CG0596| CG1088 TUMACACORI NATIONAL MON CROSS       APPROX. 1.3 KM 3532748.7 |
 CG0596|---------------------------------------------------------------------|
 CG0596
 CG0596                          SUPERSEDED SURVEY CONTROL
 CG0596
 CG0596  NAD 83(1986)-  31 33 26.83532(N)    111 02 57.85876(W) AD(       ) 2
 CG0596  NAD 27      -  31 33 26.51130(N)    111 02 55.53270(W) AD(       ) 2
 CG0596  NGVD 29 (??/??/92) 1021.595  (m)         3351.68   (f) ADJ UNCH    1 2
 CG0596
 CG0596.Superseded values are not recommended for survey control.
 CG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0596.See file dsdata.txt to determine how the superseded data were derived.
 CG0596
 CG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV9531191386(NAD 83)
 CG0596_MARKER: DS = TRIANGULATION STATION DISK
 CG0596_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CG0596+WITH SETTING: INTO GROUND
 CG0596_STAMPING: TUMACACORI 1959
 CG0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0596+STABILITY: SURFACE MOTION
 CG0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0596+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0596
 CG0596  HISTORY     - Date     Condition        Report By
 CG0596  HISTORY     - 1959     MONUMENTED       CGS
 CG0596  HISTORY     - 1959     GOOD             CGS
 CG0596  HISTORY     - 1971     GOOD             AZHD
 CG0596  HISTORY     - 1979     GOOD             USGS
 CG0596  HISTORY     - 1980     GOOD             NGS
 CG0596  HISTORY     - 20020513 GOOD             INDIV
 CG0596  HISTORY     - 20061022 GOOD             GEOCAC
 CG0596
 CG0596                          STATION DESCRIPTION
 CG0596
 CG0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG0596'THE STATION IS LOCATED ON A SMALL RIDGE ABOUT 1 MILE SOUTH OF
 CG0596'TUMACACORI AND ABOUT 0.05 MILE WEST OF U.S. HIGHWAY 89.
 CG0596'
 CG0596'TO REACH THE STATION FROM THE POST OFFICE AT TUMACACORI, GO
 CG0596'SOUTH ON U.S. HIGHWAY 89 FOR 0.9 MILE TO THE END OF TRUCK TRAVEL.
 CG0596'PACK WEST TO THE TOP OF THE RIDGE AND THE STATION.  THIS IS ABOUT
 CG0596'A 5 MINUTE PACK.
 CG0596'
 CG0596'THE STATION MARK, STAMPED TUMACACORI 1959, IS A STANDARD DISK
 CG0596'WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 1 FOOT.
 CG0596'IT IS 47.0 FEET EAST OF TELEPHONE POLE NUMBER 7 AND 7.9 FEET
 CG0596'EAST OF THE WITNESS POST.
 CG0596'
 CG0596'REFERENCE MARK NO. 1, STAMPED TUMACACORI 1959, IS A STANDARD DISK
 CG0596'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 9 INCHES.
 CG0596'IT IS 39.0 FEET SOUTH OF TELEPHONE POLE NUMBER 7 AND 57.1 FEET
 CG0596'SOUTHWEST OF THE WITNESS POST.
 CG0596'
 CG0596'REFERENCE MARK NO. 2, STAMPED TUMACACORI NO 2 1959, IS A STANDARD
 CG0596'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 9
 CG0596'INCHES.  IT IS 45.7 FEET NORTH OF TELEPHONE POLE NUMBER 7 AND
 CG0596'59.4 FEET NORTHWEST OF THE WITNESS POST.
 CG0596'
 CG0596'THE TUMACACORI NATIONAL MONUMENT CROSS CAN BE USED FOR THE AZIMUTH
 CG0596'MARK.
 CG0596
 CG0596                          STATION RECOVERY (1959)
 CG0596
 CG0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 CG0596'1.0 MILE S FROM TUMACACORI.
 CG0596'0.9 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0596'TUMACACORI, THENCE WEST ABOUT 0.1 MILE TO THE TOP OF A SMALL HILL,
 CG0596'47.0 FEET EAST OF TELEPHONE POLE NUMBER 7, 7.9 FEET EAST OF THE
 CG0596'WITNESS POST, WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 1
 CG0596'FOOT.
 CG0596
 CG0596                          STATION RECOVERY (1971)
 CG0596
 CG0596'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RG)
 CG0596'A.  GENERAL LOCATION - 1 MI SOUTH OF TUMCOMCARI AND 0.5 MI WEST OF
 CG0596'U.S. 89
 CG0596'
 CG0596'B.  TO REACH - 1959 DESCRIPTION ADEQUATE
 CG0596'
 CG0596'C.  STATION MARK - AS DESCRIBED 1957
 CG0596'
 CG0596'D.  REFERENCE MARKS - AS DESCRIBED 1959
 CG0596
 CG0596                          STATION RECOVERY (1979)
 CG0596
 CG0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0596'TO REACH FROM TUMACACORI POST OFFICE SOUTH FOR 0.8 MILES, THENCE ON
 CG0596'FOOT SOUTHWEST 600 FEET TO TOP OF RIDGE AND STATION MARK. STATION
 CG0596'MARK IS 55 FEET NORTH OF RIGHTWAY FENCE, 160 FEET EAST OF RIGHTWAY
 CG0596'FENCE OF NORTH ON RAMP TO INTERSTATE 19.
 CG0596
 CG0596                          STATION RECOVERY (1980)
 CG0596
 CG0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0596'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0596'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, ON TOP
 CG0596'OF THE CUT BANK BETWEEN THE FRONTAGE ROAD AND THE NORTHBOUND ON-RAMP
 CG0596'TO INTERSTATE 19, 18.3 METERS (60 FEET) NORTH OF A FENCE AND 18.3
 CG0596'METERS (60 FEET) NORTHEAST OF UTILITY POLE 7. A SHALLOW SET PIPE
 CG0596'PROJECTING 35 CENTIMETERS (13.8 INCHES).
 CG0596'THE MARK IS 3.0 METERS  SE FROM A WITNESS POST.
 CG0596'THE MARK IS 15 M ABOVE THE FRONTAGE ROAD.
 CG0596
 CG0596                          STATION RECOVERY (2002)
 CG0596
 CG0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG0596'RECOVERED AS DESCRIBED.
 CG0596
 CG0596                          STATION RECOVERY (2006)
 CG0596
 CG0596'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0596'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION AND
 CG0596'REFERENCE MARK 2 IN POOR CONDITION (THE DISC IS REMOVED AND ONLY THE
 CG0596'STEM REMAINS IN THE DRILL HOLE IN THE BOLDER) AS DESCRIBED WITH THE
 CG0596'FOLLOWING UPDATE TO THE DESCRIPTION   THE STATION MARK IS 9.6 FEET
 CG0596'EAST OF A WITNESS POST, AND THERE ARE NO UTILITY POLES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0597 ***********************************************************************
 CG0597  DESIGNATION -  TUMACACORI RM 1
 CG0597  PID         -  CG0597
 CG0597  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0597  USGS QUAD   -  TUBAC (1981)
 CG0597
 CG0597                         *CURRENT SURVEY CONTROL
 CG0597  ___________________________________________________________________
 CG0597* NAD 83(1986)-  31 33 26.     (N)    111 02 57.     (W)     SCALED    
 CG0597* NAVD 88     -      1022.364  (meters)    3354.21   (feet)  ADJUSTED  
 CG0597  ___________________________________________________________________
 CG0597  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0597  DYNAMIC HT  -        1020.819 (meters)    3349.14  (feet)  COMP
 CG0597  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 CG0597
 CG0597  VERT ORDER  -  FIRST     CLASS II
 CG0597
 CG0597.The horizontal coordinates were scaled from a topographic map and have
 CG0597.an estimated accuracy of +/- 6 seconds.
 CG0597
 CG0597.The orthometric height was determined by differential leveling
 CG0597.and adjusted in June 1991.
 CG0597
 CG0597.The geoid height was determined by GEOID03.
 CG0597
 CG0597.The dynamic height is computed by dividing the NAVD 88
 CG0597.geopotential number by the normal gravity value computed on the
 CG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0597.degrees latitude (g = 980.6199 gals.).
 CG0597
 CG0597.The modeled gravity was interpolated from observed gravity values.
 CG0597
 CG0597;                    North         East    Units  Estimated Accuracy
 CG0597;SPC AZ C     -    62,100.      295,720.      MT  (+/- 180 meters Scaled)
 CG0597
 CG0597                          SUPERSEDED SURVEY CONTROL
 CG0597
 CG0597  NGVD 29 (??/??/92) 1021.516  (m)         3351.42   (f) ADJ UNCH    1 2
 CG0597
 CG0597.Superseded values are not recommended for survey control.
 CG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0597.See file dsdata.txt to determine how the superseded data were derived.
 CG0597
 CG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV953913(NAD 83)
 CG0597_MARKER: DR = REFERENCE MARK DISK
 CG0597_SETTING: 80 = SET IN A BOULDER
 CG0597_SP_SET: BOULDER
 CG0597_STAMPING: TUMACACORI NO 1 1959
 CG0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0597+STABILITY: SURFACE MOTION
 CG0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0597+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 CG0597
 CG0597  HISTORY     - Date     Condition        Report By
 CG0597  HISTORY     - 1959     MONUMENTED       CGS
 CG0597  HISTORY     - 1980     GOOD             NGS
 CG0597  HISTORY     - 20061022 GOOD             GEOCAC
 CG0597
 CG0597                          STATION DESCRIPTION
 CG0597
 CG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0597'1.0 MI S FROM TUMACACORI.
 CG0597'0.9 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0597'TUMACACORI, THENCE 0.1 MILE WEST TO THE TOP OF A SMALL HILL, 39.0 FEET
 CG0597'SOUTH OF TELEPHONE POLE NUMBER 7, 57 FEET SOUTHEAST OF THE WITNESS
 CG0597'POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 9 INCHES.
 CG0597
 CG0597                          STATION RECOVERY (1980)
 CG0597
 CG0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0597'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0597'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, ON TOP OF
 CG0597'THE CUT BANK BETWEEN THE FRONTAGE ROAD AND THE NORTHBOUND ON-RAMP
 CG0597'TO INTERSTATE 19, ABOUT 152 METERS (500 FEET) SOUTHWEST UPHILL FROM
 CG0597'THE ROAD, SET IN TOP OF A 0.3- BY 0.5-METER (1- BY 1.5-FOOT) BOULDER
 CG0597'PROJECTING 15 CENTIMETERS (6 INCHES) ABOVE GROUND, 18.5 METERS
 CG0597'(61 FEET) SOUTHWEST OF STATION TUMACACORI, 3.8 METERS (12.4 FEET)
 CG0597'SOUTHEAST OF UTILITY POLE 7 AND 5.2 METERS (17 FEET) NORTH OF A
 CG0597'FENCE.
 CG0597'THE MARK IS 17.8 METERS  SW FROM A WITNESS POST.
 CG0597'THE MARK IS 15 M ABOVE THE FRONTAGE ROAD.
 CG0597
 CG0597                          STATION RECOVERY (2006)
 CG0597
 CG0597'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0597'RECOVERED MARK IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 CG0597'UPDATE TO THE DESCRIPTION   THERE ARE NO UTILITY POLES IN THE AREA.
 CG0597'HANDHELD COORDINATES
 CG0597'31 33 26.28 (N)   111 02 58.26 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0595 ***********************************************************************
 CG0595  DESIGNATION -  TUMACACORI RM 2
 CG0595  PID         -  CG0595
 CG0595  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0595  USGS QUAD   -  TUBAC (1981)
 CG0595
 CG0595                         *CURRENT SURVEY CONTROL
 CG0595  ___________________________________________________________________
 CG0595* NAD 83(1986)-  31 33 26.     (N)    111 02 57.     (W)     SCALED    
 CG0595* NAVD 88     -      1022.811  (meters)    3355.67   (feet)  ADJUSTED  
 CG0595  ___________________________________________________________________
 CG0595  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CG0595  DYNAMIC HT  -        1021.265 (meters)    3350.60  (feet)  COMP
 CG0595  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 CG0595
 CG0595  VERT ORDER  -  FIRST     CLASS II
 CG0595
 CG0595.The horizontal coordinates were scaled from a topographic map and have
 CG0595.an estimated accuracy of +/- 6 seconds.
 CG0595
 CG0595.The orthometric height was determined by differential leveling
 CG0595.and adjusted in June 1991.
 CG0595
 CG0595.The geoid height was determined by GEOID03.
 CG0595
 CG0595.The dynamic height is computed by dividing the NAVD 88
 CG0595.geopotential number by the normal gravity value computed on the
 CG0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0595.degrees latitude (g = 980.6199 gals.).
 CG0595
 CG0595.The modeled gravity was interpolated from observed gravity values.
 CG0595
 CG0595;                    North         East    Units  Estimated Accuracy
 CG0595;SPC AZ C     -    62,100.      295,720.      MT  (+/- 180 meters Scaled)
 CG0595
 CG0595                          SUPERSEDED SURVEY CONTROL
 CG0595
 CG0595  NGVD 29 (??/??/92) 1021.963  (m)         3352.89   (f) ADJ UNCH    1 2
 CG0595
 CG0595.Superseded values are not recommended for survey control.
 CG0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0595.See file dsdata.txt to determine how the superseded data were derived.
 CG0595
 CG0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV953913(NAD 83)
 CG0595_MARKER: DR = REFERENCE MARK DISK
 CG0595_SETTING: 80 = SET IN A BOULDER
 CG0595_SP_SET: BOULDER
 CG0595_STAMPING: TUMACACORI NO 2 1959
 CG0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0595+STABILITY: SURFACE MOTION
 CG0595
 CG0595  HISTORY     - Date     Condition        Report By
 CG0595  HISTORY     - 1959     MONUMENTED       CGS
 CG0595  HISTORY     - 1980     GOOD             NGS
 CG0595  HISTORY     - 20061022 POOR             GEOCAC
 CG0595
 CG0595                          STATION DESCRIPTION
 CG0595
 CG0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0595'1.0 MI S FROM TUMACACORI.
 CG0595'0.9 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0595'TUMACACORI, THENCE ABOUT 0.1 MILE WEST TO THE TOP OF A SMALL HILL,
 CG0595'45.7 FEET NORTH OF TELEPHONE POLE NUMBER 7, 59.4 FEET NORTHWEST OF THE
 CG0595'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 9
 CG0595'INCHES.
 CG0595
 CG0595                          STATION RECOVERY (1980)
 CG0595
 CG0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0595'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG THE EAST FRONTAGE ROAD OF
 CG0595'INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, ON TOP OF
 CG0595'THE CUT BANK BETWEEN THE FRONTAGE ROAD AND THE NORTHBOUND ON-RAMP TO
 CG0595'INTERSTATE 19, ABOUT 152 METERS (500 FEET) SOUTHWEST UPHILL FROM THE
 CG0595'ROAD, SET IN TOP OF A 0.3- BY 0.5-METER (1- BY 1.5-FOOT) BOULDER
 CG0595'PROJECTING 25 CENTIMETERS (10 INCHES) ABOVE THE GROUND, 34.4 METERS
 CG0595'(113 FEET) EAST OF A FENCE, 30.5 METERS (100 FEET) NORTH OF A FENCE,
 CG0595'22.7 METERS (74 FEET) NORTH OF UTILITY POLE 7 AND 20.4 METERS (67
 CG0595'FEET) NORTHWEST OF STATION TUMACACORI.
 CG0595'THE MARK IS 17.5 METERS  NW FROM A WITNESS POST.
 CG0595'THE MARK IS 15 M ABOVE THE FRONTAGE ROAD.
 CG0595
 CG0595                          STATION RECOVERY (2006)
 CG0595
 CG0595'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0595'RECOVERED MARK IN POOR CONDITION (THE DISC IS REMOVED AND ONLY THE
 CG0595'STEM REMAINS IN THE DRILL HOLE IN THE BOLDER) AS DESCRIBED WITH THE
 CG0595'FOLLOWING UPDATE TO THE DESCRIPTION   THERE ARE NO UTILITY POLES IN
 CG0595'THE AREA. HANDHELD COORDINATES
 CG0595'31 33 27.12 (N)   111 02 58.56 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0561 ***********************************************************************
 FR0561  DESIGNATION -  TUMBLE
 FR0561  PID         -  FR0561
 FR0561  STATE/COUNTY-  AZ/MOHAVE
 FR0561  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0561
 FR0561                         *CURRENT SURVEY CONTROL
 FR0561  ___________________________________________________________________
 FR0561* NAD 83(1992)-  35 10 46.79360(N)    113 45 51.23278(W)     ADJUSTED  
 FR0561* NAVD 88     -      1293.235  (meters)    4242.89   (feet)  POSTED    
 FR0561  ___________________________________________________________________
 FR0561  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FR0561  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0561  DYNAMIC HT  -        1291.640 (meters)    4237.66  (feet)  COMP
 FR0561  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 FR0561
 FR0561  HORZ ORDER  -  SECOND
 FR0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0561
 FR0561.The horizontal coordinates were established by classical geodetic methods
 FR0561.and adjusted by the National Geodetic Survey in August 1993.
 FR0561
 FR0561.The orthometric height was determined by differential leveling
 FR0561.and adjusted by the  in 1992.
 FR0561.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0561.rate of 0.0 thru 1.0 mm/km.
 FR0561
 FR0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0561
 FR0561.The geoid height was determined by GEOID03.
 FR0561
 FR0561.The dynamic height is computed by dividing the NAVD 88
 FR0561.geopotential number by the normal gravity value computed on the
 FR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0561.degrees latitude (g = 980.6199 gals.).
 FR0561
 FR0561.The modeled gravity was interpolated from observed gravity values.
 FR0561
 FR0561;                    North         East     Units Scale Factor Converg.
 FR0561;SPC AZ W     -   463,520.189   212,063.781   MT  0.99993335   -0 00 29.5
 FR0561;SPC AZ W     - 1,520,735.53    695,747.31   iFT  0.99993335   -0 00 29.5
 FR0561;UTM  12      - 3,896,467.528   248,278.812   MT  1.00038097   -1 35 36.3
 FR0561
 FR0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0561!SPC AZ W     -   0.99980141  x   0.99993335  =   0.99973477
 FR0561!UTM  12      -   0.99980141  x   1.00038097  =   1.00018230
 FR0561
 FR0561|---------------------------------------------------------------------|
 FR0561| PID    Reference Object                     Distance      Geod. Az  |
 FR0561|                                                           dddmmss.s |
 FR0561| FR0560 TUMBLE RM 1                           9.232 METERS 10315     |
 FR0561| FR0563 TUMBLE AZ MK                                       1140632.1 |
 FR0561| FR0562 TUMBLE RM 2                          10.620 METERS 16302     |
 FR0561|---------------------------------------------------------------------|
 FR0561
 FR0561                          SUPERSEDED SURVEY CONTROL
 FR0561
 FR0561  NAD 83(1986)-  35 10 46.79293(N)    113 45 51.23409(W) AD(       ) 2
 FR0561  NAD 27      -  35 10 46.78730(N)    113 45 48.43350(W) AD(       ) 2
 FR0561  NGVD 29 (??/??/92) 1292.404  (m)         4240.16   (f) ADJ UNCH    2 0
 FR0561
 FR0561.Superseded values are not recommended for survey control.
 FR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0561.See file dsdata.txt to determine how the superseded data were derived.
 FR0561
 FR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD4827996468(NAD 83)
 FR0561_MARKER: DE = TRAVERSE STATION DISK
 FR0561_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0561_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0561_STAMPING: TUMBLE 1961
 FR0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0561
 FR0561  HISTORY     - Date     Condition        Report By
 FR0561  HISTORY     - 1961     MONUMENTED       CGS
 FR0561  HISTORY     - 1962     GOOD             NGS
 FR0561
 FR0561                          STATION DESCRIPTION
 FR0561
 FR0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 FR0561'STATION IS LOCATED ABOUT 17.0 MILES EAST OF KINGMAN, ABOUT 3-1/2
 FR0561'MILES NORTH OF STATE ROUTE 93, BETWEEN TWO PIPELINES AND JUST
 FR0561'NORTH OF A POWERLINE.
 FR0561'
 FR0561'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0561'93 IN THE NORTHEAST END OF KINGMAN, GO EASTERLY ON STATE ROUTE 93
 FR0561'FOR 12.85 MILES TO MILE POST 86, CONTINUE SOUTHEAST ON STATE
 FR0561'ROUTE 93 FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 FR0561'NORTHERLY FOR 1.25 MILES TO A CATTLE GUARD, CONTINUE NORTHERLY
 FR0561'FOR 0.05 MILE TO FORK, (AND RANCH HOUSE ON LEFT), KEEP RIGHT
 FR0561'STRAIGHT AHEAD CROSSING CATTLE GUARD AND GO NORTHERLY ON MAIN
 FR0561'ROAD FOR 0.95 MILE TO PIPELINE, CONTINUE NORTHERLY FOR 0.05
 FR0561'MILE TO ANOTHER PIPELINE, TURN RIGHT AT THIS PIPELINE AND FOLLOW
 FR0561'PIPELINE ROAD EAST FOR 1.5 MILE TO A IRON GATE PAINTED WHITE,
 FR0561'PASS THROUGH GATE AND CONTINUE EAST FOR 0.1 MILE TO END OF
 FR0561'TRUCK TRAVEL.  FROM HERE PACK NORTH UP HILL FOR ABOUT 200 YARDS
 FR0561'TO TOP OF ROCKY HILL AND STATION AS DESCRIBED.
 FR0561'
 FR0561'STATION MARK, A STANDARD TRAVERSE DISK BRAZED TO THE TOP OF A
 FR0561'2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 FR0561'GROUND AND IS STAMPED TUMBLE 1961.  THE MARK IS ON THE TOP OF A
 FR0561'ROCKY HILL AND IN CENTER OF A SMALL CLEARED AREA.
 FR0561'
 FR0561'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 FR0561'IN TOP OF A 2 X 4 FEET BOULDER THAT PROJECTS ABOUT 2-1/2 FEET
 FR0561'ABOVE THE GROUND.  THIS MARK IS ABOUT 2 FEET LOWER THAN THE
 FR0561'STATION AND IS STAMPED TUMBLE NO 1 1961.
 FR0561'
 FR0561'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 FR0561'IN OUTCROPPING BEDROCK FORMATION THAT MEASURES 2 X 4 FEET AND
 FR0561'PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND.  THE MARK IS ABOUT
 FR0561'2 FEET LOWER THAN THE STATION AND IS STAMPED TUMBLE NO 2 1961.
 FR0561'
 FR0561'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN
 FR0561'OUTCROPPING BEDROCK FORMATION THAT MEASURES 3 X 4 FEET AND PROJECTS
 FR0561'ABOUT 14 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED TUMBLE
 FR0561'1961 AND IS 98 FEET NORTH OF THE CENTER OF ROAD AND 8.8 FEET
 FR0561'NORTHWEST OF THE WITNESS POST.
 FR0561'
 FR0561'TO REACH THE AZIMUTH MARK FROM THE IRON GATE PAINTED WHITE
 FR0561'MENTIONED IN THE TO REACH STATION, GO EAST ON PIPELINE ROAD FOR
 FR0561'0.4 MILE TO THE AZIMUTH MARK ON LEFT.
 FR0561'
 FR0561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0561
 FR0561                          STATION RECOVERY (1962)
 FR0561
 FR0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0561'18.9 MI NE FROM KINGMAN.
 FR0561'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0561'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0561'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0561'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0561'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0561'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE
 FR0561'LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7
 FR0561'MILES EAST ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE,
 FR0561'THENCE 0.10 MILE EAST ALONG THE PIPE LINE TO THE FOOT OF A ROCKY HILL,
 FR0561'THENCE ABOUT 0.15 MILE NORTH TO THE HIGHEST PART OF THE ROCKY HILL, 20
 FR0561'FEET SOUTHEAST OF THE HIGHEST PILE OF ROCKS ON THE HILL, AND IS A C
 FR0561'AND GS DISK FASTENED TO THE TOP OF A 3 INCH METAL PIPE PROJECTING 6
 FR0561'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0563 ***********************************************************************
 FR0563  DESIGNATION -  TUMBLE AZ MK
 FR0563  PID         -  FR0563
 FR0563  STATE/COUNTY-  AZ/MOHAVE
 FR0563  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0563
 FR0563                         *CURRENT SURVEY CONTROL
 FR0563  ___________________________________________________________________
 FR0563* NAD 83(1986)-  35 10 39.     (N)    113 45 34.     (W)     SCALED    
 FR0563* NAVD 88     -      1252.039  (meters)    4107.73   (feet)  POSTED    
 FR0563  ___________________________________________________________________
 FR0563  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0563  DYNAMIC HT  -        1250.500 (meters)    4102.68  (feet)  COMP
 FR0563  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 FR0563
 FR0563  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0563
 FR0563.The horizontal coordinates were scaled from a topographic map and have
 FR0563.an estimated accuracy of +/- 6 seconds.
 FR0563
 FR0563.The orthometric height was determined by differential leveling
 FR0563.and adjusted by the  in 1992.
 FR0563.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0563.rate of 0.0 thru 1.0 mm/km.
 FR0563
 FR0563.The geoid height was determined by GEOID03.
 FR0563
 FR0563.The dynamic height is computed by dividing the NAVD 88
 FR0563.geopotential number by the normal gravity value computed on the
 FR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0563.degrees latitude (g = 980.6199 gals.).
 FR0563
 FR0563.The modeled gravity was interpolated from observed gravity values.
 FR0563
 FR0563;                    North         East    Units  Estimated Accuracy
 FR0563;SPC AZ W     -   463,280.      212,500.      MT  (+/- 180 meters Scaled)
 FR0563
 FR0563                          SUPERSEDED SURVEY CONTROL
 FR0563
 FR0563  NGVD 29 (??/??/92) 1251.207  (m)         4105.00   (f) ADJ UNCH    2 0
 FR0563
 FR0563.Superseded values are not recommended for survey control.
 FR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0563.See file dsdata.txt to determine how the superseded data were derived.
 FR0563
 FR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD487962(NAD 83)
 FR0563_MARKER: DZ = AZIMUTH MARK DISK
 FR0563_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0563_SP_SET: UNSPEC. ROCK
 FR0563_STAMPING: TUMBLE 1961
 FR0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0563
 FR0563  HISTORY     - Date     Condition        Report By
 FR0563  HISTORY     - 1961     MONUMENTED       CGS
 FR0563  HISTORY     - 1962     GOOD             NGS
 FR0563
 FR0563                          STATION DESCRIPTION
 FR0563
 FR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0563'19.15 MI NE FROM KINGMAN.
 FR0563'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0563'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0563'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0563'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0563'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0563'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR ABOUT 1.0 MILE TO A
 FR0563'PIPE LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE
 FR0563'1.7 MILES EAST ALONG THE PIPEL LINE TO A NORTH-SOUTH FENCE LINE AND A
 FR0563'GATE, THENCE 0.5 MILE EAST ALONG THE PIPE LINE, 89 FEET NORTH OF THE
 FR0563'CENTER OF THE PIPE LINE ROAD, 9.0 FEET NORTHWEST OF A METAL WITNESS
 FR0563'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 FR0563'A 3 BY 3 FOOT ROCK PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0560 ***********************************************************************
 FR0560  DESIGNATION -  TUMBLE RM 1
 FR0560  PID         -  FR0560
 FR0560  STATE/COUNTY-  AZ/MOHAVE
 FR0560  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0560
 FR0560                         *CURRENT SURVEY CONTROL
 FR0560  ___________________________________________________________________
 FR0560* NAD 83(1986)-  35 10 46.     (N)    113 45 51.     (W)     SCALED    
 FR0560* NAVD 88     -      1292.365  (meters)    4240.03   (feet)  POSTED    
 FR0560  ___________________________________________________________________
 FR0560  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0560  DYNAMIC HT  -        1290.770 (meters)    4234.80  (feet)  COMP
 FR0560  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 FR0560
 FR0560  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0560
 FR0560.The horizontal coordinates were scaled from a topographic map and have
 FR0560.an estimated accuracy of +/- 6 seconds.
 FR0560
 FR0560.The orthometric height was determined by differential leveling
 FR0560.and adjusted by the  in 1992.
 FR0560.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0560.rate of 0.0 thru 1.0 mm/km.
 FR0560
 FR0560.The geoid height was determined by GEOID03.
 FR0560
 FR0560.The dynamic height is computed by dividing the NAVD 88
 FR0560.geopotential number by the normal gravity value computed on the
 FR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0560.degrees latitude (g = 980.6199 gals.).
 FR0560
 FR0560.The modeled gravity was interpolated from observed gravity values.
 FR0560
 FR0560;                    North         East    Units  Estimated Accuracy
 FR0560;SPC AZ W     -   463,500.      212,070.      MT  (+/- 180 meters Scaled)
 FR0560
 FR0560                          SUPERSEDED SURVEY CONTROL
 FR0560
 FR0560  NGVD 29 (??/??/92) 1291.535  (m)         4237.31   (f) ADJ UNCH    2 0
 FR0560
 FR0560.Superseded values are not recommended for survey control.
 FR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0560.See file dsdata.txt to determine how the superseded data were derived.
 FR0560
 FR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD482964(NAD 83)
 FR0560_MARKER: DR = REFERENCE MARK DISK
 FR0560_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0560_SP_SET: UNSPEC ROCK
 FR0560_STAMPING: TUMBLE NO 1 1961
 FR0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0560
 FR0560  HISTORY     - Date     Condition        Report By
 FR0560  HISTORY     - 1961     MONUMENTED       CGS
 FR0560  HISTORY     - 1962     GOOD             NGS
 FR0560
 FR0560                          STATION DESCRIPTION
 FR0560
 FR0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0560'18.9 MI NE FROM KINGMAN.
 FR0560'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0560'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0560'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0560'1.35 MILE NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0560'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0560'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE
 FR0560'LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7
 FR0560'MILES EAST ALONG THE PIPE LINE TO THE FOOT OF A ROCKY HILL, THENCE
 FR0560'ABOUT 0.15 MILE NORTH TO THE HIGHEST PART OF THE ROCKY HILL, 34.9 FEET
 FR0560'EAST OF TRAVERSE STATION TUMBLE, SET IN TOP OF A 3 BY 6 FOOT ROCK
 FR0560'PROJECTING 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0562 ***********************************************************************
 FR0562  DESIGNATION -  TUMBLE RM 2
 FR0562  PID         -  FR0562
 FR0562  STATE/COUNTY-  AZ/MOHAVE
 FR0562  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0562
 FR0562                         *CURRENT SURVEY CONTROL
 FR0562  ___________________________________________________________________
 FR0562* NAD 83(1986)-  35 10 46.     (N)    113 45 51.     (W)     SCALED    
 FR0562* NAVD 88     -      1292.490  (meters)    4240.44   (feet)  POSTED    
 FR0562  ___________________________________________________________________
 FR0562  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0562  DYNAMIC HT  -        1290.900 (meters)    4235.23  (feet)  COMP
 FR0562  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 FR0562
 FR0562  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0562
 FR0562.The horizontal coordinates were scaled from a topographic map and have
 FR0562.an estimated accuracy of +/- 6 seconds.
 FR0562
 FR0562.The orthometric height was determined by differential leveling
 FR0562.and adjusted by the  in 1992.
 FR0562.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0562.rate of 0.0 thru 1.0 mm/km.
 FR0562
 FR0562.The geoid height was determined by GEOID03.
 FR0562
 FR0562.The dynamic height is computed by dividing the NAVD 88
 FR0562.geopotential number by the normal gravity value computed on the
 FR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0562.degrees latitude (g = 980.6199 gals.).
 FR0562
 FR0562.The modeled gravity was interpolated from observed gravity values.
 FR0562
 FR0562;                    North         East    Units  Estimated Accuracy
 FR0562;SPC AZ W     -   463,500.      212,070.      MT  (+/- 180 meters Scaled)
 FR0562
 FR0562                          SUPERSEDED SURVEY CONTROL
 FR0562
 FR0562  NGVD 29 (??/??/92) 1291.660  (m)         4237.72   (f) ADJ UNCH    2 0
 FR0562
 FR0562.Superseded values are not recommended for survey control.
 FR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0562.See file dsdata.txt to determine how the superseded data were derived.
 FR0562
 FR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD482964(NAD 83)
 FR0562_MARKER: DR = REFERENCE MARK DISK
 FR0562_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0562_SP_SET: UNSPEC ROCK
 FR0562_STAMPING: TUMBLE NO 2 1961
 FR0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0562
 FR0562  HISTORY     - Date     Condition        Report By
 FR0562  HISTORY     - 1961     MONUMENTED       CGS
 FR0562  HISTORY     - 1962     GOOD             NGS
 FR0562
 FR0562                          STATION DESCRIPTION
 FR0562
 FR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0562'18.9 MI NE FROM KINGMAN.
 FR0562'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0562'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0562'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILEPOST 86, THENCE
 FR0562'1.35 MILE NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0562'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0562'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE
 FR0562'LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7
 FR0562'MILES EAST ALONG THE PIPE LINE TO THE FOOT OF A ROCKY HILL, THENCE
 FR0562'ABOUT 0.15 MILE NORTH TO THE HIGHEST PART OF THE ROCKY HILL, 30.4 FEET
 FR0562'SOUTHEAST OF TRAVERSE STATION TUMBLE, SET IN TOP OF A 2 BY 5 FOOT ROCK
 FR0562'PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0415 ***********************************************************************
 GQ0415  DESIGNATION -  TUNGSTEN
 GQ0415  PID         -  GQ0415
 GQ0415  STATE/COUNTY-  AZ/MOHAVE
 GQ0415  USGS QUAD   -  JACOBS WELL (1985)
 GQ0415
 GQ0415                         *CURRENT SURVEY CONTROL
 GQ0415  ___________________________________________________________________
 GQ0415* NAD 83(1992)-  36 40 15.06601(N)    113 59 11.30458(W)     ADJUSTED  
 GQ0415* NAVD 88     -      1971.5    (meters)    6468.     (feet)  VERTCON   
 GQ0415  ___________________________________________________________________
 GQ0415  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 GQ0415  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 GQ0415  HORZ ORDER  -  THIRD
 GQ0415
 GQ0415.The horizontal coordinates were established by classical geodetic methods
 GQ0415.and adjusted by the National Geodetic Survey in August 1993.
 GQ0415
 GQ0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0415
 GQ0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0415
 GQ0415.The geoid height was determined by GEOID03.
 GQ0415
 GQ0415;                    North         East     Units Scale Factor Converg.
 GQ0415;SPC AZ W     -   628,993.677   192,222.110   MT  0.99993884   -0 08 28.4
 GQ0415;SPC AZ W     - 2,063,627.55    630,649.97   iFT  0.99993884   -0 08 28.4
 GQ0415;SPC NV E     - 8,214,292.357   342,740.561   MT  1.00015095   +0 57 13.8
 GQ0415;SPC NV E     -26,949,724.17  1,124,474.66   sFT  1.00015095   +0 57 13.8
 GQ0415;UTM  12      - 4,062,516.264   233,099.405   MT  1.00047772   -1 47 04.7
 GQ0415;UTM  11      - 4,062,591.957   769,318.959   MT  1.00049370   +1 48 02.9
 GQ0415
 GQ0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0415!SPC AZ W     -   0.99969469  x   0.99993884  =   0.99963355
 GQ0415!SPC NV E     -   0.99969469  x   1.00015095  =   0.99984559
 GQ0415!UTM  12      -   0.99969469  x   1.00047772  =   1.00017226
 GQ0415!UTM  11      -   0.99969469  x   1.00049370  =   1.00018824
 GQ0415
 GQ0415|---------------------------------------------------------------------|
 GQ0415| PID    Reference Object                     Distance      Geod. Az  |
 GQ0415|                                                           dddmmss.s |
 GQ0415| CH4446 TUNGSTEN RM 1                         6.713 METERS 13538     |
 GQ0415| CH4447 TUNGSTEN RM 2                         4.831 METERS 25755     |
 GQ0415| CH4445 TUNGSTEN AZ MK                                     3072907.4 |
 GQ0415|---------------------------------------------------------------------|
 GQ0415
 GQ0415                          SUPERSEDED SURVEY CONTROL
 GQ0415
 GQ0415  NAD 83(1986)-  36 40 15.06124(N)    113 59 11.30375(W) AD(       ) 3
 GQ0415  NAD 27      -  36 40 15.14300(N)    113 59 08.41700(W) AD(       ) 3
 GQ0415  NGVD 29 (07/19/86) 1970.7    (m)         6466.     (f) VERT ANG    3  
 GQ0415
 GQ0415.Superseded values are not recommended for survey control.
 GQ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0415.See file dsdata.txt to determine how the superseded data were derived.
 GQ0415
 GQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF3309962516(NAD 83)
 GQ0415_MARKER: DS = TRIANGULATION STATION DISK
 GQ0415_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0415
 GQ0415  HISTORY     - Date     Condition        Report By
 GQ0415  HISTORY     - 1953     MONUMENTED       CGS
 GQ0415
 GQ0415                          STATION DESCRIPTION
 GQ0415
 GQ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0415'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHEAST OF MESQUITE,
 GQ0415'NEVADA, 8 MILES NORTHEAST OF THE NORTHEAST POINT OF VIRGIN
 GQ0415'MOUNTAIN AND 4 MILES EAST OF THE NEVADA-ARIZONA STATE LINE.
 GQ0415'IT IS ON THE HIGHEST PART OF A PROMINENT, TIMBERED PEAK
 GQ0415'THAT HAS HIGH BLUFFS ON ITS NORTHWEST SIDE.
 GQ0415'
 GQ0415'TO REACH THE STATION FROM THE POST OFFICE IN MESQUITE, NEVADA,
 GQ0415'GO SOUTHWEST ON U.S. HIGHWAY 91 FOR 2.4 MILES TO THE SOUTH
 GQ0415'END OF THE BRIDGE ACROSS THE VIRGIN RIVER.  TURN LEFT AND
 GQ0415'TAKE THE EXTREME LEFT FORK, LEADING ALONG THE RIVER BANK,
 GQ0415'FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0415'SOUTH-SOUTHEAST ON THE GRADED ROAD FOR 3.0 MILES TO A FORK.
 GQ0415'TAKE THE LEFT FORK, AS PER SIGN TUNGSTEN 2-LIME KILN, AND
 GQ0415'CONTINUE 3.4 MILES TO A FORK.  TAKE THE RIGHT FORK, AS PER
 GQ0415'SIGN TUNGSTEN 2-LIME KILN, AND CONTINUE 1.5 MILES TO THE
 GQ0415'AZIMUTH MARK ON LEFT, 50 YARDS BEFORE REACHING A ROAD
 GQ0415'INTERSECTION ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, SOUTHERLY,
 GQ0415'FOR 0.8 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 GQ0415'THE NARROW ROAD FOR 0.85 MILE TO A REVERSE FORK AND A
 GQ0415'RED SHACK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, AS PER
 GQ0415'SIGN LIME KILN, AND FOLLOW THE MAIN, BLADED ROAD UP THE
 GQ0415'CANYON FOR 3.65 MILES TO THE END OF TRUCK TRAVEL AT THE
 GQ0415'TOP OF THE PASS.  (FROM THIS POINT A 4-WHEEL DRIVE
 GQ0415'VEHICLE CAN BE DRIVEN FOR ANOTHER MILE.) FROM THE END OF
 GQ0415'TRUCK TRAVEL PACK NORTH AND NORTHEAST ALONG THE MAIN RIDGES
 GQ0415'FOR ABOUT 3 MILES TO THE SUMMIT OF THE PEAK AND THE
 GQ0415'STATION, ABOUT A 2-HOUR PACK FROM THE ROAD.
 GQ0415'
 GQ0415'THE STATION MARK IS A STANDARD DISK STAMPED TUNGSTEN 1953.
 GQ0415'IT IS SET IN A BEDROCK OUTCROP THAT PROJECTS 4 FEET.  IT IS
 GQ0415'ABOUT 12 FEET SOUTHEAST OF AND 2 FEET LOWER THAN THE HIGHEST
 GQ0415'POINT OF THE PEAK.
 GQ0415'
 GQ0415'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TUNGSTEN NO 1
 GQ0415'1953.  IT IS SET IN A BEDROCK OUTCROP PROJECTING 8 INCHES,
 GQ0415'ABOUT 7 FEET SOUTHWEST OF A LEDGE AND 2 FEET LOWER THAN
 GQ0415'THE STATION MARK.
 GQ0415'
 GQ0415'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TUNGSTEN NO 2
 GQ0415'1953.  IT IS SET IN A BEDROCK OUTCROP THAT PROJECTS ABOUT 12
 GQ0415'INCHES.  IT IS AT THE SAME LEVEL AS THE STATION MARK AND
 GQ0415'10 FEET SOUTH OF THE HIGHEST POINT OF THE PEAK.
 GQ0415'
 GQ0415'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TUNGSTEN 1953.
 GQ0415'IT IS SET IN A 30-INCH SQUARE BOULDER THAT PROJECTS 16 INCHES
 GQ0415'ABOVE THE GROUND.  IT IS 155 FEET NORTHEAST OF THE CENTER
 GQ0415'OF A ROAD INTERSECTION (SEE ABOVE) AND 62 FEET EAST OF THE
 GQ0415'CENTER LINE OF THE ROAD LEADING TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0406 ***********************************************************************
 CF0406  DESIGNATION -  TUNNEL
 CF0406  PID         -  CF0406
 CF0406  STATE/COUNTY-  AZ/COCHISE
 CF0406  USGS QUAD   -  BISBEE (1978)
 CF0406
 CF0406                         *CURRENT SURVEY CONTROL
 CF0406  ___________________________________________________________________
 CF0406* NAD 83(1992)-  31 27 36.47626(N)    109 56 31.81787(W)     ADJUSTED  
 CF0406* NAVD 88     -      1877.7    (meters)    6160.     (feet)  VERTCON   
 CF0406  ___________________________________________________________________
 CF0406  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CF0406  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CF0406  HORZ ORDER  -  SECOND
 CF0406
 CF0406.The horizontal coordinates were established by classical geodetic methods
 CF0406.and adjusted by the National Geodetic Survey in August 1993.
 CF0406
 CF0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0406
 CF0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0406
 CF0406.The geoid height was determined by GEOID03.
 CF0406
 CF0406;                    North         East     Units Scale Factor Converg.
 CF0406;SPC AZ E     -    51,033.158   234,694.486   MT  0.99990561   +0 07 01.8
 CF0406;SPC AZ E     -   167,431.62    769,995.03   iFT  0.99990561   +0 07 01.8
 CF0406;UTM  12      - 3,481,082.207   600,501.173   MT  0.99972458   +0 33 07.7
 CF0406
 CF0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0406!SPC AZ E     -   0.99970955  x   0.99990561  =   0.99961519
 CF0406!UTM  12      -   0.99970955  x   0.99972458  =   0.99943421
 CF0406
 CF0406|---------------------------------------------------------------------|
 CF0406| PID    Reference Object                     Distance      Geod. Az  |
 CF0406|                                                           dddmmss.s |
 CF0406| CS6167 TUNNEL RM 1                           8.747 METERS 10339     |
 CF0406| CS6168 TUNNEL RM 2                          12.243 METERS 34021     |
 CF0406|---------------------------------------------------------------------|
 CF0406
 CF0406                          SUPERSEDED SURVEY CONTROL
 CF0406
 CF0406  NAD 83(1986)-  31 27 36.46995(N)    109 56 31.81040(W) AD(       ) 2
 CF0406  NGVD 29 (06/28/91) 1876.7    (m)         6157.     (f) VERT ANG    3  
 CF0406
 CF0406.Superseded values are not recommended for survey control.
 CF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0406.See file dsdata.txt to determine how the superseded data were derived.
 CF0406
 CF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV0050181082(NAD 83)
 CF0406_MARKER: DS = TRIANGULATION STATION DISK
 CF0406_SETTING: 66 = SET IN ROCK OUTCROP
 CF0406_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0406+STABILITY: POSITION/ELEVATION WELL
 CF0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0406+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CF0406
 CF0406  HISTORY     - Date     Condition        Report By
 CF0406  HISTORY     - 1986     MONUMENTED       AZDT
 CF0406  HISTORY     - 20061209 GOOD             GEOCAC
 CF0406
 CF0406                          STATION DESCRIPTION
 CF0406
 CF0406'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CF0406'THE STATION IS LOCATED 1 MILE NORTHWEST OF BISBEE ON TOP OF A LARGE
 CF0406'GRANITE OUTCROP ABOUT 300 FEET NORTH OF OLD HIGHWAY 80 ALINEMENT.
 CF0406'
 CF0406'THE STATION MARK IS AN AZDT DISK STAMPED---TUNNEL 1986---.  IT IS SET
 CF0406'IN BEDROCK 17 FEET WEST OF THE WITNESS POST.
 CF0406'
 CF0406'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TUNNEL RM 1 1986---.  IT IS
 CF0406'SET IN BEDROCK.
 CF0406'
 CF0406'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TUNNEL RM 2 1986---.  IT IS
 CF0406'SET IN BEDROCK.
 CF0406'
 CF0406'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CF0406'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TRAVEL EAST
 CF0406'ALONG STATE ROUTE 90 FOR 16.1 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 CF0406'80.  TRAVEL SOUTHEAST ALONG U.S. 80 FOR 6.1 MILES TO A PAVED ROAD LEFT
 CF0406'WHICH IS THE OLD ALINEMEN OF U.S. 80.  TURN LEFT FOR 0.5 MILE TO A
 CF0406'BLADED ROAD ON THE LEFT.  TURN LEFT FOR 0.1 MILE TO THE END OF TRUCK
 CF0406'TRAVEL.  PACK NORTHEAST ABOUT 300 FEET UP THE RIDGE ALONG THE WEST
 CF0406'SIDE OF A FENCE TO A LARGE ROCK OUTCROP AND THE STATION.
 CF0406
 CF0406                          STATION RECOVERY (2006)
 CF0406
 CF0406'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CF0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1284 ***********************************************************************
 DB1284  DESIGNATION -  TUNNEL PORTAL
 DB1284  PID         -  DB1284
 DB1284  STATE/COUNTY-  AZ/YUMA
 DB1284  USGS QUAD   -  LAGUNA DAM (1979)
 DB1284
 DB1284                         *CURRENT SURVEY CONTROL
 DB1284  ___________________________________________________________________
 DB1284* NAD 83(1992)-  32 49 50.34079(N)    114 25 13.06864(W)     ADJUSTED  
 DB1284* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 DB1284  ___________________________________________________________________
 DB1284  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DB1284  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DB1284  HORZ ORDER  -  SECOND
 DB1284
 DB1284.The horizontal coordinates were established by classical geodetic methods
 DB1284.and adjusted by the National Geodetic Survey in August 1993.
 DB1284
 DB1284.The orthometric height was scaled from a topographic map.
 DB1284
 DB1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1284
 DB1284.The geoid height was determined by GEOID03.
 DB1284
 DB1284;                    North         East     Units Scale Factor Converg.
 DB1284;SPC AZ W     -   203,177.825   150,602.798   MT  0.99998188   -0 21 48.3
 DB1284;SPC AZ W     -   666,593.91    494,103.67   iFT  0.99998188   -0 21 48.3
 DB1284;SPC CA 6     -   575,140.764 2,171,307.473   MT  0.99999246   +1 00 19.6
 DB1284;SPC CA 6     - 1,886,940.99  7,123,697.93   sFT  0.99999246   +1 00 19.6
 DB1284;UTM  11      - 3,635,461.556   741,478.329   MT  1.00031907   +1 23 57.4
 DB1284
 DB1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1284!SPC AZ W     -   0.99998473  x   0.99998188  =   0.99996661
 DB1284!SPC CA 6     -   0.99998473  x   0.99999246  =   0.99997719
 DB1284!UTM  11      -   0.99998473  x   1.00031907  =   1.00030380
 DB1284
 DB1284                          SUPERSEDED SURVEY CONTROL
 DB1284
 DB1284  NAD 83(1986)-  32 49 50.34520(N)    114 25 13.07505(W) AD(       ) 2
 DB1284  NAD 27      -  32 49 50.19100(N)    114 25 10.26800(W) AD(       ) 2
 DB1284
 DB1284.Superseded values are not recommended for survey control.
 DB1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1284.See file dsdata.txt to determine how the superseded data were derived.
 DB1284
 DB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4147835462(NAD 83)
 DB1284_MARKER: Z = SEE DESCRIPTION
 DB1284_SETTING: 0 = UNSPECIFIED SETTING
 DB1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1284
 DB1284  HISTORY     - Date     Condition        Report By
 DB1284  HISTORY     - 1934     MONUMENTED       BOR
 DB1284  HISTORY     - 1957     GOOD             AMS
 DB1284
 DB1284                          STATION DESCRIPTION
 DB1284
 DB1284'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (EBL)
 DB1284'THIS STATION WAS ESTABLISHED AND MARKED BY THE BUREAU OF
 DB1284'RECLAMATION FOR THE PURPOSE OF CONTROLLING SURVEYS OF ROUTE
 DB1284'OF A PROPOSED CANAL TO IRRIGATE THE YUMA MESA.  DETAILED
 DB1284'DESCRIPTION CAN BE OBTAINED FROM THE BUREAU OF RECLAMATION YUMA
 DB1284'PROJECT AT YUMA.
 DB1284
 DB1284                          STATION RECOVERY (1957)
 DB1284
 DB1284'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DB1284'STATION RECOVERED AS DESCRIBED.
 DB1284'
 DB1284'TO REACH FROM THE JUNCTION OF HIGHWAY U.S. 80 AND STATE HIGHWAY
 DB1284'95 IN YUMA, GO E AND N ON STATE HIGHWAY 95 FOR 20.5 MILES TO THE
 DB1284'JUNCTION OF A ROAD W TO THE U.S. ARMY TEST STATION.  TURN LEFT
 DB1284'W AND GO 2.50 MILES TO A DIRT TRACK ROAD LEFT S.  TURN LEFT S
 DB1284'AND GO 0.5 MILES ON TRACK ROAD TO BASE OF DARK HILL.  CLIMB
 DB1284'HILL TO SE MOST PEAK AND STATION SITE.
 DB1284'
 DB1284'REFERENCE MARKS WERE NOT FOUND.
 DB1284'
 DB1284'THE STATION IS 23 FEET N OF SHARP DROP-OFF.  14 FEET E OF SHARP
 DB1284'DROPOFF TO DRAIN.  17 FEET SW OF SHARP DROP-OFF.  50 FEET SE OF
 DB1284'THE TIP OF A VERY LIGHT STREAK (WHITE) AT E END OF DRAIN DOWN
 DB1284'W SLOPE.  250 FEET SE OF SMALL PEAK AND POINT WHERE RIDGE TURNS
 DB1284'FROM NW TO N.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1798 ***********************************************************************
 CZ1798  DESIGNATION -  TURKEY
 CZ1798  PID         -  CZ1798
 CZ1798  STATE/COUNTY-  AZ/PIMA
 CZ1798  USGS QUAD   -  HAPPY VALLEY (1973)
 CZ1798
 CZ1798                         *CURRENT SURVEY CONTROL
 CZ1798  ___________________________________________________________________
 CZ1798* NAD 83(1992)-  32 10 16.16209(N)    110 29 48.70363(W)     ADJUSTED  
 CZ1798* NAVD 88     -      1546.9    (meters)    5075.     (feet)  VERTCON   
 CZ1798  ___________________________________________________________________
 CZ1798  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 CZ1798  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CZ1798  HORZ ORDER  -  THIRD
 CZ1798
 CZ1798.The horizontal coordinates were established by classical geodetic methods
 CZ1798.and adjusted by the National Geodetic Survey in August 1993.
 CZ1798
 CZ1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1798
 CZ1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1798
 CZ1798.The geoid height was determined by GEOID03.
 CZ1798
 CZ1798;                    North         East     Units Scale Factor Converg.
 CZ1798;SPC AZ C     -   130,727.836   347,264.560   MT  1.00012105   +0 45 21.9
 CZ1798;SPC AZ C     -   428,897.10  1,139,319.42   iFT  1.00012105   +0 45 21.9
 CZ1798;SPC AZ E     -   129,892.117   182,219.933   MT  0.99991195   -0 10 32.9
 CZ1798;SPC AZ E     -   426,155.24    597,834.43   iFT  0.99991195   -0 10 32.9
 CZ1798;UTM  12      - 3,559,518.215   547,435.834   MT  0.99962775   +0 16 04.4
 CZ1798
 CZ1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1798!SPC AZ C     -   0.99976152  x   1.00012105  =   0.99988254
 CZ1798!SPC AZ E     -   0.99976152  x   0.99991195  =   0.99967349
 CZ1798!UTM  12      -   0.99976152  x   0.99962775  =   0.99938935
 CZ1798
 CZ1798:                Primary Azimuth Mark                     Grid Az
 CZ1798:SPC AZ C     -  TURKEY AZ MK                             180 11 05.8
 CZ1798:SPC AZ E     -  TURKEY AZ MK                             181 07 00.6
 CZ1798:UTM  12      -  TURKEY AZ MK                             180 40 23.3
 CZ1798
 CZ1798|---------------------------------------------------------------------|
 CZ1798| PID    Reference Object                     Distance      Geod. Az  |
 CZ1798|                                                           dddmmss.s |
 CZ1798| CC7547 TURKEY AZ MK                                       1805627.7 |
 CZ1798| CC7548 TURKEY RM 1                          12.297 METERS 24019     |
 CZ1798| CC7549 TURKEY RM 2                          14.040 METERS 32128     |
 CZ1798|---------------------------------------------------------------------|
 CZ1798
 CZ1798                          SUPERSEDED SURVEY CONTROL
 CZ1798
 CZ1798  NAD 83(1986)-  32 10 16.15992(N)    110 29 48.69974(W) AD(       ) 3
 CZ1798  NAD 27      -  32 10 15.87800(N)    110 29 46.42900(W) AD(       ) 3
 CZ1798  NGVD 29 (07/19/86) 1546.0    (m)         5072.     (f) VERT ANG    3  
 CZ1798
 CZ1798.Superseded values are not recommended for survey control.
 CZ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1798.See file dsdata.txt to determine how the superseded data were derived.
 CZ1798
 CZ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA4743659518(NAD 83)
 CZ1798_MARKER: Z = SEE DESCRIPTION
 CZ1798_SETTING: 0 = UNSPECIFIED SETTING
 CZ1798
 CZ1798  HISTORY     - Date     Condition        Report By
 CZ1798  HISTORY     - 1936     MONUMENTED       CGS
 CZ1798
 CZ1798                          STATION DESCRIPTION
 CZ1798
 CZ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1798'A STATION IN THE CORONADO NATIONAL FOREST ON THE TOP OF THE
 CZ1798'HIGHEST GRAVEL COVERED HILL IN TURKEY CREEK CANYON.  HILL SLOPES
 CZ1798'GENTLY TO E AND SE BUT DROPS OFF AS A BLUFF TO N AND NW.  IS
 CZ1798'JUST E AND ACROSS DEEP CANYON FROM A MUCH HIGHER AND ROCKY
 CZ1798'BLUFF PEAK.  IT IS NNE FROM RINCON PEAK AND IS 28 MILES E
 CZ1798'BY S OF TUCSON AND 18 MILES NW FROM BENSON.
 CZ1798'
 CZ1798'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CZ1798'80 AND 89, 2 MILES S OF TUCSON, GO SOUTHEASTERLY ON U.S.
 CZ1798'80 FOR 42 MILES TO THE FOURTH HIGHWAY OVERPASS FROM TUCSON.
 CZ1798'CONTINUE 0.1 MILE TO END OF FILL AND WHERE A DIRT ROAD TURNS
 CZ1798'SHARPLY TO LEFT.  TURN LEFT HERE AND FOLLOW MTR WESTERLY ON
 CZ1798'NORTH S AND PARALLEL TO RAILROAD.  GO 3.3 MILES TO R.R.
 CZ1798'LOADING CORRALS.  CONTINUE 0.2 MILE TO WHERE ROAD TURNS AND
 CZ1798'GOES IN A MORE NORTHERLY DIRECTION LEAVING R.R.  CONTINUE
 CZ1798'1.1 MILES TO A GATE AT A R.R. CROSSING.  CROSS R.R.  GO 0.2
 CZ1798'MILE, TAKE RIGHT FORK.  GO 1.7 MILES TAKE LEFT FORK.
 CZ1798'CONTINUE ON MTR 0.1 MILE TO ROAD INTERSECTION AND CONTINUE
 CZ1798'STRAIGHT AHEAD ON MTR 0.3 MILE TO CATTLE GUARD.  CONTINUE
 CZ1798'1.9 MILES TO ROAD FORKS.  TAKE LEFT FORK, NW ROAD.
 CZ1798'CONTINUE 0.4 MILE TO CATTLE GUARD.  CONTINUE 0.7 MILE TO
 CZ1798'RANCH BUILDINGS ON LEFT.  CONTINUE 0.2 MILE TO GATE AT
 CZ1798'LINE FENCE.  GO THROUGH GATE AND CONTINUE 0.5 MILE TO
 CZ1798'RANCH BUILDINGS ON LEFT.  CONTINUE ON MTR 0.05 MILE ACROSS
 CZ1798'CREEK TO SIGN ON RIGHT CORONADO NATIONAL FOREST
 CZ1798'CONTINUE ON MTR 1.0 MILE TO CARY RANCH BUILDINGS.
 CZ1798'CONTINUE ON MTR 7.1 MILES UP CANYON TO MILLER HOUSE ON
 CZ1798'LEFT AND WINDMILL ON RIGHT.  CONTINUE 0.2 MILE TO CREEK.
 CZ1798'CROSS CREEK AND GO 0.15 MILE DUE N ACROSS SANDY FLAT TO
 CZ1798'BEGINNING OF GRASSY SLOPE OR RIDGE AND ETT, IN CASE CROSSING
 CZ1798'AT CREEK SHOULD BE CHANGED, ETT IS 0.35 DUE N OF MILLER HOUSE
 CZ1798'AND WINDMILL.  FROM ETT WALK UP GENTLE SLOPE IN A N AND
 CZ1798'NORTHWESTERLY DIRECTION FOLLOWING CREST OF RIDGE APPROXIMATELY
 CZ1798'2.5 MILES TO HIGHEST POINT AND STATION.  (RIDGES EXTEND FROM
 CZ1798'THE STATION TO THE S.  SE AND E, BUT THE ROUTE SELECTED IS
 CZ1798'BEST FOR PACKING UP).  APPROXIMATELY 1 HOUR PACK.
 CZ1798'
 CZ1798'NOTE--THE ROAD AFTER LEAVING HIGHWAY IS VERY ROUGH, REQUIRING
 CZ1798'ABOUT 2 HOURS TO DRIVE FROM HIGHWAY TO ETT.
 CZ1798'
 CZ1798'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1086 ***********************************************************************
 ES1086  DESIGNATION -  TURKEY
 ES1086  PID         -  ES1086
 ES1086  STATE/COUNTY-  AZ/NAVAJO
 ES1086  USGS QUAD   -  BROOKBANK POINT (1990)
 ES1086
 ES1086                         *CURRENT SURVEY CONTROL
 ES1086  ___________________________________________________________________
 ES1086* NAD 83(1992)-  34 18 01.98829(N)    110 39 05.00033(W)     ADJUSTED  
 ES1086* NAVD 88     -      2338.5    (meters)    7672.     (feet)  VERTCON   
 ES1086  ___________________________________________________________________
 ES1086  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 ES1086  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES1086  HORZ ORDER  -  SECOND
 ES1086
 ES1086.The horizontal coordinates were established by classical geodetic methods
 ES1086.and adjusted by the National Geodetic Survey in August 1993.
 ES1086
 ES1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1086
 ES1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1086
 ES1086.The geoid height was determined by GEOID03.
 ES1086
 ES1086;                    North         East     Units Scale Factor Converg.
 ES1086;SPC AZ E     -   366,095.672   168,741.630   MT  0.99992453   -0 16 23.4
 ES1086;SPC AZ E     - 1,201,101.29    553,614.27   iFT  0.99992453   -0 16 23.4
 ES1086;UTM  12      - 3,795,536.435   532,079.719   MT  0.99961268   +0 11 47.2
 ES1086
 ES1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1086!SPC AZ E     -   0.99963680  x   0.99992453  =   0.99956136
 ES1086!UTM  12      -   0.99963680  x   0.99961268  =   0.99924962
 ES1086
 ES1086|---------------------------------------------------------------------|
 ES1086| PID    Reference Object                     Distance      Geod. Az  |
 ES1086|                                                           dddmmss.s |
 ES1086| CD3769 TURKEY RM 2                          21.726 METERS 04012     |
 ES1086| ES1080 DEER                                APPROX.21.2 KM 0881325.8 |
 ES1086| CD3768 TURKEY RM 1                          31.214 METERS 14041     |
 ES1086|---------------------------------------------------------------------|
 ES1086
 ES1086                          SUPERSEDED SURVEY CONTROL
 ES1086
 ES1086  NAD 83(1986)-  34 18 01.98223(N)    110 39 05.00521(W) AD(       ) 2
 ES1086  NAD 27      -  34 18 01.82770(N)    110 39 02.56720(W) AD(       ) 2
 ES1086  NGVD 29 (07/19/86) 2337.4    (m)         7669.     (f) VERT ANG    3  
 ES1086
 ES1086.Superseded values are not recommended for survey control.
 ES1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1086.See file dsdata.txt to determine how the superseded data were derived.
 ES1086
 ES1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC3208095536(NAD 83)
 ES1086_MARKER: DS = TRIANGULATION STATION DISK
 ES1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1086+STABILITY: SURFACE MOTION
 ES1086
 ES1086  HISTORY     - Date     Condition        Report By
 ES1086  HISTORY     - 1958     MONUMENTED       CGS
 ES1086  HISTORY     - 1984     GOOD             AZDT
 ES1086
 ES1086                          STATION DESCRIPTION
 ES1086
 ES1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES1086'THE STATION IS LOCATED ABOUT 36 MILES WEST OF SHOW LOW, 10 MILES
 ES1086'SOUTH-SOUTHWEST OF HEBER AND 3 MILES EAST OF THE GENTRY LOOKOUT
 ES1086'TOWER.  IT IS 41 FEET SOUTHWEST OF A FOREST SERVICE LOOKOUT
 ES1086'TREE, 17 FEET WEST-NORTHWEST OF THE CENTER OF A TRACK ROAD AND
 ES1086'5 FEET EAST-NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 ES1086'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED TURKEY
 ES1086'1958.
 ES1086'
 ES1086'REFERENCE MARK NO. 1 IS 86 FEET SOUTHEAST OF THE CENTER OF A
 ES1086'TRACK ROAD, 2 FEET NORTH OF A CAIRN AND ABOUT 4 FEET LOWER THAN
 ES1086'THE STATION.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 ES1086'OF THE GROUND AND IS STAMPED TURKEY NO 1 1958.
 ES1086'
 ES1086'REFERENCE MARK NO. 2 IS 30 FEET NORTHEAST OF A FOREST SERVICE
 ES1086'LOOKOUT TREE, 16 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD
 ES1086'AND 1 FOOT SOUTH OF A CAIRN.  THE MARK PROJECTS 2 INCHES ABOVE THE
 ES1086'SURFACE OF THE GROUND AND IS STAMPED TURKEY NO 2 1958.
 ES1086'
 ES1086'NO AZIMUTH MARK WAS ESTABLISHED.
 ES1086'
 ES1086'TO REACH FROM THE POST OFFICE IN HEBER, GO NORTH 0.1 MILE TO
 ES1086'STATE HIGHWAY 160, TURN LEFT AND GO 1.2 MILES THE END OF
 ES1086'STATE HIGHWAY 160 AND A FORK, KEEP LEFT FORK AND GO WEST AND
 ES1086'SOUTH ON A GRAVELED ROAD FOR 10.7 MILES TO A SIDE ROAD LEFT AND
 ES1086'SIGN NELSON, RIM ROAD, WILDCAT, TURN LEFT ON A BLADED ROAD
 ES1086'AND GO 0.1 MILE, THEN RIGHT SOUTH ON A GRADED ROAD FOR 1.7 MILES
 ES1086'TO A T-ROAD LEFT AND SIGN SOUTH BOUNDARD RD., GENTRY FIRE
 ES1086'LOOKOUT TOWER 4, TURN LEFT AND GO 1.75 MILES TO A FORK, KEEP
 ES1086'RIGHT FORK AND GO 6.0 MILES TO A CATTLEGUARD, T-ROAD LEFT AND
 ES1086'SIGN TURKEY SPRINGS 1, OLD VERDE ROAD 1, BLACK CANYON 4,
 ES1086'TURN LEFT AS PER SIGN TURKEY SPRINGS AND GO 0.2 MILE TO A
 ES1086'FORK AND SIGN LOOKOUT TREE, TAKE DIM LEFT FORK AND GO 0.1
 ES1086'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ES1086'
 ES1086'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 ES1086
 ES1086                          STATION RECOVERY (1984)
 ES1086
 ES1086'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES1086'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 ES1086'CONDITION.  NO OBSERVATIONS WERE MADE FROM THE STATION AT THIS TIME.
 ES1086'A NEW ROUTE TO THE STATION FOLLOWS.
 ES1086'
 ES1086'TO REACH THE STATION FROM HEBER AT BUCKSKIN ROAD AND STATE ROUTE 260
 ES1086'TRAVEL SOUTHWEST ALONG SR 260 FOR 12.75 MILES TO BLACK CANYON LAKE.
 ES1086'ROAD.  TURN LEFT ON BLACK CANYON LAKE ROAD WHICH IS FOREST SERVICE
 ES1086'TRAIL 300.  TRAVEL SOUTH ALONG FS 300 FOR 2.45 MILES TO INTERSECTION.
 ES1086'TRAVEL STRAIGHT AHEAD ON FS 300 FOR 2.15 MILES TO GENTRY LOOKOUT TOWER
 ES1086'ON THE LEFT, CONTINUE AHEAD ON FS 300 FOR 3.75 MILES TO FS 87.  TURN
 ES1086'LEFT ALONG FS 87 FOR 0.2 MILES TO A TRAIL ROAD STRAIGHT AHEAD AT A
 ES1086'RIGHT CURVE IN FS 87.  TAKE THE TRAIL ROAD FOR 0.1 MILE TO THE STATION
 ES1086'ON THE LEFT.  THE STATION IS SURROUNDED BY HIGH TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0399 ***********************************************************************
 CF0399  DESIGNATION -  TURKEY
 CF0399  PID         -  CF0399
 CF0399  STATE/COUNTY-  AZ/COCHISE
 CF0399  USGS QUAD   -  SULPHUR HILLS (1986)
 CF0399
 CF0399                         *CURRENT SURVEY CONTROL
 CF0399  ___________________________________________________________________
 CF0399* NAD 83(1992)-  31 54 20.83755(N)    109 42 27.74983(W)     ADJUSTED  
 CF0399* NAVD 88     -      1427.7    (meters)    4684.     (feet)  VERTCON   
 CF0399  ___________________________________________________________________
 CF0399  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CF0399  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CF0399  HORZ ORDER  -  SECOND
 CF0399
 CF0399.The horizontal coordinates were established by classical geodetic methods
 CF0399.and adjusted by the National Geodetic Survey in August 1993.
 CF0399
 CF0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0399
 CF0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0399
 CF0399.The geoid height was determined by GEOID03.
 CF0399
 CF0399;                    North         East     Units Scale Factor Converg.
 CF0399;SPC AZ E     -   100,513.190   256,768.571   MT  0.99992323   +0 14 33.3
 CF0399;SPC AZ E     -   329,767.68    842,416.57   iFT  0.99992323   +0 14 33.3
 CF0399;UTM  12      - 3,530,721.496   622,193.115   MT  0.99978414   +0 40 59.1
 CF0399
 CF0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0399!SPC AZ E     -   0.99978013  x   0.99992323  =   0.99970338
 CF0399!UTM  12      -   0.99978013  x   0.99978414  =   0.99956432
 CF0399
 CF0399|---------------------------------------------------------------------|
 CF0399| PID    Reference Object                     Distance      Geod. Az  |
 CF0399|                                                           dddmmss.s |
 CF0399| CS5469 TURKEY RM 2                           5.332 METERS 00935     |
 CF0399| CS5468 TURKEY RM 1                           5.348 METERS 28649     |
 CF0399|---------------------------------------------------------------------|
 CF0399
 CF0399                          SUPERSEDED SURVEY CONTROL
 CF0399
 CF0399  NAD 83(1986)-  31 54 20.83318(N)    109 42 27.74382(W) AD(       ) 2
 CF0399  NGVD 29 (03/13/91) 1426.9    (m)         4681.     (f) VERT ANG    3  
 CF0399
 CF0399.Superseded values are not recommended for survey control.
 CF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0399.See file dsdata.txt to determine how the superseded data were derived.
 CF0399
 CF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2219330721(NAD 83)
 CF0399_MARKER: DS = TRIANGULATION STATION DISK
 CF0399_SETTING: 80 = SET IN A BOULDER
 CF0399_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0399+STABILITY: SURFACE MOTION
 CF0399
 CF0399  HISTORY     - Date     Condition        Report By
 CF0399  HISTORY     - 1957     MONUMENTED       USGS
 CF0399  HISTORY     - 1982     GOOD             AZDT
 CF0399
 CF0399                          STATION DESCRIPTION
 CF0399
 CF0399'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0399'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF THE ELFRIDA, ARIZONA
 CF0399'POST OFFICE ON THE NORTHWEST PEAK OF THREE SMALL PEAKS.
 CF0399'
 CF0399'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CF0399'DESCRIBED IN 1957.  A NEW ROUTE TO THE STATION FOLLOWS.
 CF0399'
 CF0399'FROM THE POST OFFICE IN WILLCOX AT THE CORNER OF GRANT AND CURTIS
 CF0399'STREETS, TRAVEL SOUTH ON GRANT STREET FOR 0.1 MILE TO HASKELL STREET,
 CF0399'TURN LEFT AND TRAVEL 0.05 MILE TO THE INTERSECTION OF MALEY STREET AND
 CF0399'S.R. 186.  TURN AT THIS INTERSECTION AND TRAVEL SOUTH AND EASTERLY ON
 CF0399'S.R.186 FOR 05.95 MILES TO THE KANSAS SETTLEMENT RD, TURN RIGHT ON
 CF0399'KANSAS SETTLEMENT ROAD AND TRAVEL SOUTH FOR 19.77 MILES TO A  T
 CF0399'JUNCTION WITH U.S.666, TURN LEFT (EAST) AND TRAVEL 03.1 MILES TO END
 CF0399'OF TRUCK TRAVEL AT EAST R/W FENCE.  CROSS R/W FENCE AND PACK NORTH
 CF0399'EASTERLY TO THE HIGHEST OF THREE LOW HILLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5785 ***********************************************************************
 DH5785  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5785  DESIGNATION -  TURKEY
 DH5785  PID         -  DH5785
 DH5785  STATE/COUNTY-  AZ/COCHISE
 DH5785  USGS QUAD   -  SULPHUR HILLS (1986)
 DH5785
 DH5785                         *CURRENT SURVEY CONTROL
 DH5785  ___________________________________________________________________
 DH5785* NAD 83(2007)-  31 54 19.39337(N)    109 38 38.96769(W)     ADJUSTED  
 DH5785* NAVD 88     -      1328.28   (meters)    4357.9    (feet)  GPS OBS   
 DH5785  ___________________________________________________________________
 DH5785  EPOCH DATE  -        2007.00
 DH5785  X           -  -1,822,322.480 (meters)                     COMP
 DH5785  Y           -  -5,105,222.033 (meters)                     COMP
 DH5785  Z           -   3,352,217.475 (meters)                     COMP
 DH5785  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DH5785  ELLIP HEIGHT-        1301.208 (meters)          (02/10/07) ADJUSTED
 DH5785  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DH5785
 DH5785  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5785  Type    PID    Designation                      North   East  Ellip
 DH5785  -------------------------------------------------------------------
 DH5785  NETWORK DH5785 TURKEY                            0.88   0.69   2.70
 DH5785  -------------------------------------------------------------------
 DH5785
 DH5785.The horizontal coordinates were established by GPS observations
 DH5785.and adjusted by the National Geodetic Survey in February 2007.
 DH5785
 DH5785.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5785.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5785.The horizontal coordinates are valid at the epoch date displayed above.
 DH5785.The epoch date for horizontal control is a decimal equivalence
 DH5785.of Year/Month/Day.
 DH5785
 DH5785.The orthometric height was determined by GPS observations and a
 DH5785.high-resolution geoid model.
 DH5785.The orthometric height was determined by GPS observations and a
 DH5785.high-resolution geoid model using precise GPS observation and
 DH5785.processing techniques.
 DH5785
 DH5785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5785
 DH5785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5785
 DH5785.The ellipsoidal height was determined by GPS observations
 DH5785.and is referenced to NAD 83.
 DH5785
 DH5785.The geoid height was determined by GEOID03.
 DH5785
 DH5785;                    North         East     Units Scale Factor Converg.
 DH5785;SPC AZ E     -   100,495.921   262,779.510   MT  0.99993011   +0 16 34.2
 DH5785;SPC AZ E     -   329,711.03    862,137.50   iFT  0.99993011   +0 16 34.2
 DH5785;UTM  12      - 3,530,750.438   628,203.208   MT  0.99980270   +0 43 00.1
 DH5785
 DH5785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5785!SPC AZ E     -   0.99979573  x   0.99993011  =   0.99972585
 DH5785!UTM  12      -   0.99979573  x   0.99980270  =   0.99959847
 DH5785
 DH5785                          SUPERSEDED SURVEY CONTROL
 DH5785
 DH5785  NAD 83(1992)-  31 54 19.39304(N)    109 38 38.96676(W) AD(       ) B
 DH5785  ELLIP H (08/22/05) 1301.226  (m)                       GP(       ) 4 2
 DH5785
 DH5785.Superseded values are not recommended for survey control.
 DH5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5785.See file dsdata.txt to determine how the superseded data were derived.
 DH5785
 DH5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA2820330750(NAD 83)
 DH5785_MARKER: Z = SEE DESCRIPTION
 DH5785_SETTING: 0 = UNSPECIFIED SETTING
 DH5785_MARK LOGO: NONE  
 DH5785_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5785+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 DH5785
 DH5785  HISTORY     - Date     Condition        Report By
 DH5785  HISTORY     - 2005     MONUMENTED       NGS
 DH5785  HISTORY     - 20081014 GOOD             AZDWR
 DH5785
 DH5785                          STATION DESCRIPTION
 DH5785
 DH5785'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5785'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DH5785'AS DESCRIBED IN 1957. A NEW ROUTE TO THE STATION FOLLOWS.
 DH5785'FROM THE POST OFFICE IN WILLCOX AT THE CORNER OF GRANT AND
 DH5785'CURTIS STREETS, TRAVEL SOUTH ON GRANT STREET FOR 0.1 MILE TO
 DH5785'HASKELL STREET, TURN LEFT AND TRAVEL 0.05 MILE TO THE
 DH5785'INTERSECTION OF MALEY STREET AND S.R. 186. TURN AT THIS
 DH5785'INTERSECTION AND TRAVEL SOUTH AND EASTERLY ON S.R. 186 FOR
 DH5785'05.95 MILES TO THE KANSAS SETTLEMENT RD, TURN RIGHT ON KANSAS
 DH5785'SETTLEMENT ROAD AND TRAVEL SOUTH FOR 19.77 MILES TO A T JUNCTION
 DH5785'WITH U.S.666, TURN LEFT(EAST) AND TRAVEL 03.1 MILES TO END OF
 DH5785'TRUCK TRAVEL AT EAST R/W FINCE. CROSS R/W FENCE AND PACK NORTH
 DH5785'EASTERLY TO THE HIGHEST OF THREE LOW HILLS.
 DH5785
 DH5785                          STATION RECOVERY (2008)
 DH5785
 DH5785'RECOVERY NOTE BY ARIZONA DEPT OF WATER RESOURCES 2008 (PI)
 DH5785'THE DESCRIPTION ABOVE IS INCORRECT. FOLLOW DIRECTIONS TO THE JUNCTION
 DH5785'OF KANSAS SETTLEMENT ROAD AND U.S.666 (S.R.191), THEN CONTINUE AS
 DH5785'FOLLOWS.
 DH5785' 
 DH5785'FROM THE JUNCTION OF KANSAS SETTLEMENT ROAD AND S.R.191, TURN LEFT AND
 DH5785'TRAVEL EAST ON FOR 4.8 MILES (ROAD CURVES TO SOUTH) TO JUNCTION WITH
 DH5785'S.R.181. TURN LEFT AND TRAVEL EAST FOR 2.0 MILES TO S BELL RANCH ROAD.
 DH5785'TURN LEFT AND TRAVEL NORTH FOR 1.5 MILES TO TURKEY TROT RD. TURN RIGHT
 DH5785'AND HEAD EAST FOR 1.0 MILES TO MONUMENT. IT IS ON THE NORTHWEST CORNER
 DH5785'OF TURKEY TROT RD. AND S. KIT CARSON RD, NORTHWEST OF A FENCE.
 DH5785' 
 DH5785'THE DISC IS SET IN CONCRETE AND IS STAMPED TURKEY 2004, COCHISE COUNTY
 DH5785'HIGHWAY AND FLOODPLAIN DEPT. A COCHISE COUNTY WITNESS SIGN IS NEARBY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0928 ***********************************************************************
 FQ0928  DESIGNATION -  TURKEY BUTTE LOT
 FQ0928  PID         -  FQ0928
 FQ0928  STATE/COUNTY-  AZ/COCONINO
 FQ0928  USGS QUAD   -  SYCAMORE POINT (1980)
 FQ0928
 FQ0928                         *CURRENT SURVEY CONTROL
 FQ0928  ___________________________________________________________________
 FQ0928* NAD 83(1992)-  35 01 55.48956(N)    111 54 14.87666(W)     ADJUSTED  
 FQ0928* NAVD 88     -      2248.6    (meters)    7377.     (feet)  VERTCON   
 FQ0928  ___________________________________________________________________
 FQ0928  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 FQ0928  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FQ0928  HORZ ORDER  -  THIRD
 FQ0928
 FQ0928.The horizontal coordinates were established by classical geodetic methods
 FQ0928.and adjusted by the National Geodetic Survey in August 1993.
 FQ0928
 FQ0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0928
 FQ0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0928
 FQ0928.The geoid height was determined by GEOID03.
 FQ0928
 FQ0928;                    North         East     Units Scale Factor Converg.
 FQ0928;SPC AZ C     -   447,132.963   214,503.669   MT  0.99990002   +0 00 25.9
 FQ0928;SPC AZ C     - 1,466,971.66    703,752.19   iFT  0.99990002   +0 00 25.9
 FQ0928;UTM  12      - 3,876,974.222   417,527.458   MT  0.99968383   -0 31 08.5
 FQ0928
 FQ0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0928!SPC AZ C     -   0.99965091  x   0.99990002  =   0.99955096
 FQ0928!UTM  12      -   0.99965091  x   0.99968383  =   0.99933485
 FQ0928
 FQ0928:                Primary Azimuth Mark                     Grid Az
 FQ0928:SPC AZ C     -  EAST POCKET KNOB                         116 46 22.5
 FQ0928:UTM  12      -  EAST POCKET KNOB                         117 17 56.9
 FQ0928
 FQ0928|---------------------------------------------------------------------|
 FQ0928| PID    Reference Object                     Distance      Geod. Az  |
 FQ0928|                                                           dddmmss.s |
 FQ0928| ES1138 EAST POCKET KNOB                    APPROX.13.9 KM 1164648.4 |
 FQ0928| FR1041 POCKET                              APPROX. 9.8 KM 2573802.1 |
 FQ0928|---------------------------------------------------------------------|
 FQ0928
 FQ0928                          SUPERSEDED SURVEY CONTROL
 FQ0928
 FQ0928  NAD 83(1986)-  35 01 55.48660(N)    111 54 14.87389(W) AD(       ) 3
 FQ0928  NGVD 29 (04/23/90) 2247.6    (m)         7374.     (f) VERT ANG    3  
 FQ0928
 FQ0928.Superseded values are not recommended for survey control.
 FQ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0928.See file dsdata.txt to determine how the superseded data were derived.
 FQ0928
 FQ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1752776974(NAD 83)
 FQ0928_MARKER: DS = TRIANGULATION STATION DISK
 FQ0928_SETTING: 80 = SET IN A BOULDER
 FQ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0928+STABILITY: SURFACE MOTION
 FQ0928
 FQ0928  HISTORY     - Date     Condition        Report By
 FQ0928  HISTORY     - 1962     MONUMENTED       USGS
 FQ0928
 FQ0928                          STATION DESCRIPTION
 FQ0928
 FQ0928'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FQ0928'LOCATED ABOUT 22 MI SE. OF WILLIAMS, 16.5 MI SW. OF FLAGSTAFF.  ON
 FQ0928'HIGHEST POINT OF TIMBER BUTTE KNOWN AS TURKEY BUTTE.
 FQ0928'
 FQ0928'TO REACH FROM INTERSECTION OF N. BEAVER STREET AND U.S. HWY. 66
 FQ0928'IN FLAGSTAFF, DRIVE 2.6 MI W. ON U.S. HWY. 66 TO RD. S. AT SIGN
 FQ0928'TURKEY BUTTE LO.  TURN LEFT OFF HWY. S. AND FOLLOW MAIN RD. S.
 FQ0928'AND W. AS PER SIGNS 23.2 MI TO TURKEY BUTTE LO AND STATION.
 FQ0928'
 FQ0928'STATION MARK--USDA DISK STAMPED---TURKEY BUTTE 1936---, CENTERED
 FQ0928'UNDER LOT ON BOULDER 1.2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0953 ***********************************************************************
 FR0953  DESIGNATION -  TURN
 FR0953  PID         -  FR0953
 FR0953  STATE/COUNTY-  AZ/MOHAVE
 FR0953  USGS QUAD   -  TRUXTON (1980)
 FR0953
 FR0953                         *CURRENT SURVEY CONTROL
 FR0953  ___________________________________________________________________
 FR0953* NAD 83(1992)-  35 29 58.48246(N)    113 37 05.17830(W)     ADJUSTED  
 FR0953* NAVD 88     -      1416.     (meters)    4646.     (feet)  SCALED    
 FR0953  ___________________________________________________________________
 FR0953  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 FR0953  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 FR0953  HORZ ORDER  -  SECOND
 FR0953
 FR0953.The horizontal coordinates were established by classical geodetic methods
 FR0953.and adjusted by the National Geodetic Survey in August 1993.
 FR0953
 FR0953.The orthometric height was scaled from a topographic map.
 FR0953
 FR0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0953
 FR0953.The geoid height was determined by GEOID03.
 FR0953
 FR0953;                    North         East     Units Scale Factor Converg.
 FR0953;SPC AZ W     -   499,019.118   225,326.014   MT  0.99993510   +0 04 35.7
 FR0953;SPC AZ W     - 1,637,201.83    739,258.58   iFT  0.99993510   +0 04 35.7
 FR0953;UTM  12      - 3,931,598.621   262,527.562   MT  1.00029500   -1 31 15.7
 FR0953
 FR0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0953!SPC AZ W     -   0.99978198  x   0.99993510  =   0.99971710
 FR0953!UTM  12      -   0.99978198  x   1.00029500  =   1.00007692
 FR0953
 FR0953:                Primary Azimuth Mark                     Grid Az
 FR0953:SPC AZ W     -  TURN AZ MK                               158 21 03.5
 FR0953:UTM  12      -  TURN AZ MK                               159 56 54.9
 FR0953
 FR0953|---------------------------------------------------------------------|
 FR0953| PID    Reference Object                     Distance      Geod. Az  |
 FR0953|                                                           dddmmss.s |
 FR0953| CH4448 TURN AZ MK                                         1582539.2 |
 FR0953| CH4450 TURN RM 2                             8.081 METERS 25941     |
 FR0953| CH4449 TURN RM 1                             8.427 METERS 34055     |
 FR0953|---------------------------------------------------------------------|
 FR0953
 FR0953                          SUPERSEDED SURVEY CONTROL
 FR0953
 FR0953  NAD 83(1986)-  35 29 58.47688(N)    113 37 05.17940(W) AD(       ) 2
 FR0953  NAD 27      -  35 29 58.50500(N)    113 37 02.39100(W) AD(       ) 2
 FR0953
 FR0953.Superseded values are not recommended for survey control.
 FR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0953.See file dsdata.txt to determine how the superseded data were derived.
 FR0953
 FR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE6252831599(NAD 83)
 FR0953_MARKER: DS = TRIANGULATION STATION DISK
 FR0953_SETTING: 0 = UNSPECIFIED SETTING
 FR0953
 FR0953  HISTORY     - Date     Condition        Report By
 FR0953  HISTORY     - 1936     MONUMENTED       CGS
 FR0953  HISTORY     - 1961     GOOD             CGS
 FR0953  HISTORY     - 1968     GOOD             AZHD
 FR0953
 FR0953                          STATION DESCRIPTION
 FR0953
 FR0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0953'THIS STATION IS ON THE HUALPAI INDIAN RESERVATION, APPROXIMATELY
 FR0953'11 MILES WEST OF PEACH SPRINGS, AIRLINE, AND ABOUT 1/2 MILE
 FR0953'NORTH OF THE SOUTHWEST CORNER OF THE RESERVATION FENCE LINE,
 FR0953'ON A BRUSH-COVERED RIDGE IN THE FOOTHILLS OF THE MUSIC RANGE.
 FR0953'THE STATION AND BOTH REFERENCES ARE MARKED BY STANDARD DISKS
 FR0953'SET IN THE TOP OF PIPES.  THE PIPES ARE SET IN CONCRETE AND
 FR0953'THE DISKS PROJECT ABOUT 8 INCHES ABOVE THE GROUND.  THE TOP
 FR0953'OF THE CONCRETE IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.
 FR0953'
 FR0953'THE AZIMUTH MARK IS ON THE SAME RIDGE AS THE STATION AND ABOUT
 FR0953'0.1 MILE NORTH OF THE RESERVATION FENCE LINE.  THE MARK, SET
 FR0953'INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FR0953'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.
 FR0953'
 FR0953'TO REACH THE STATION FROM PEACH SPRINGS, GO WEST ON U.S.
 FR0953'HIGHWAY 66 FOR 1.9 MILES TO A GRAVEL ROAD TO THE RIGHT.  TURN
 FR0953'RIGHT OFF U.S. HIGHWAY 66 AND GO NORTHWEST FOR 0.7 MILE TO
 FR0953'A FORK.  TAKE THE LEFT FORK AND FOLLOW THE GRAVEL ROAD WEST
 FR0953'FOR 4.9 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE WEST
 FR0953'AND SOUTHWEST ON THE GRAVEL ROAD FOR 1.3 MILES TO ANOTHER
 FR0953'GATE ACROSS THE ROAD AND A GATE TO THE NORTH.  TURN RIGHT
 FR0953'THROUGH THE LATTER GATE, THEN TURN LEFT AND FOLLOW A DIM ROAD
 FR0953'ALONG THE NORTH SIDE OF THE RESERVATION FENCE FOR 1.2 MILES
 FR0953'TO A POINT OPPOSITE A GATE IN THE RESERVATION FENCE TO THE
 FR0953'SOUTH.  CONTINUE WEST ON THE DIM TRACKS FOR 1.35 MILES TO
 FR0953'THE CREST OF A RIDGE.  HERE, TURN RIGHT AND FOLLOW TRUCK
 FR0953'TRACKS NORTHWEST UP THE RIDGE FOR 0.35 MILE TO THE STATION
 FR0953'ON A SMALL POINT OF THE RIDGE.
 FR0953'
 FR0953'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 FR0953
 FR0953                          STATION RECOVERY (1961)
 FR0953
 FR0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0953'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FR0953'
 FR0953'THE ORIGINAL DESCRIPTION IS STILL ADEQUATE FOR RECOVERY ALTHOUGH
 FR0953'THE TRACK ROAD AT END OF DESCRIPTION IS NOT VISIBLE.  A FENCE
 FR0953'LINE FOLLOWS THE APPROXIMATE ALIGNMENT OF THE TRACK ROAD.
 FR0953'
 FR0953'ADD TO DESCRIPTION--STATION CAN ALSO BE REACHED FROM TRUXTON
 FR0953'AS FOLLOWS--
 FR0953'
 FR0953'FROM HIGHWAY BRIDGE AT E END OF TRUXTON GO NORTHWESTERLY ON
 FR0953'TRACK ROAD FOR 1.0 MI. TO TWO GATES MENTIONED IN ORIGINAL
 FR0953'DESCRIPION AND CONTINUE AS PER ORIGINAL DESCRIPTION.
 FR0953
 FR0953                          STATION RECOVERY (1968)
 FR0953
 FR0953'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0953'GENERAL LOCATION STATION, REFERENCE MARKS AND AZIMUTH MARK WERE
 FR0953'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 FR0953'
 FR0953'TO REACH IN TRUXTON GO NORTH ON THE EAST SIDE OF THE LAZY J MOTEL FOR
 FR0953'0.20 MILE TO GATE, CONTINUE THRU GATE STAYING ON THE TRACK ROAD FOR
 FR0953'0.70 MILE TO WIRE GATE, GO THRU GATE THEN HEAD N W + OR - 100 FEET
 FR0953'TO ANOTHER FENCE AND GATE.  GO THRU GATE AND TURN LEFT FOLLOWING THE
 FR0953'RESERVATION FENCE AS CLOSELY AS POSSIBLE (DRIVING THRU THE
 FR0953'JUNIPERS) FOR 2.70 MILE TO A PRONOUNCED DRAINAGE.  A 2 FOOT THICK,
 FR0953'4 FOOT HIGH JUNIPER STUMP IS 10 FEET SOUTH OF THE FENCE LINE.  TURN
 FR0953'RIGHT, UP DRAINAGE, FOR 0.15 MILE TO A 15 INCH THICK 4 FOOT HIGH
 FR0953'JUNIPER STUMP JUST TO THE NORTH.  THESE TWO STUMPS ARE IN THE
 FR0953'CENTER OF THE DRAINAGE.  TURN RIGHT N. E. UP HILL TO THE TOP
 FR0953'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1040 ***********************************************************************
 CG1040  DESIGNATION -  TURNEY
 CG1040  PID         -  CG1040
 CG1040  STATE/COUNTY-  AZ/PIMA
 CG1040  USGS QUAD   -  SPRING WATER CANYON (1981)
 CG1040
 CG1040                         *CURRENT SURVEY CONTROL
 CG1040  ___________________________________________________________________
 CG1040* NAD 83(1992)-  31 45 45.38688(N)    110 30 12.59421(W)     ADJUSTED  
 CG1040* NAVD 88     -      1547.9    (meters)    5078.     (feet)  VERTCON   
 CG1040  ___________________________________________________________________
 CG1040  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 CG1040  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG1040  HORZ ORDER  -  SECOND
 CG1040
 CG1040.The horizontal coordinates were established by classical geodetic methods
 CG1040.and adjusted by the National Geodetic Survey in August 1993.
 CG1040
 CG1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1040
 CG1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1040
 CG1040.The geoid height was determined by GEOID03.
 CG1040
 CG1040;                    North         East     Units Scale Factor Converg.
 CG1040;SPC AZ C     -    85,415.601   347,230.327   MT  1.00012096   +0 44 38.4
 CG1040;SPC AZ C     -   280,234.91  1,139,207.11   iFT  1.00012096   +0 44 38.4
 CG1040;SPC AZ E     -    84,595.817   181,453.088   MT  0.99991255   -0 10 38.3
 CG1040;SPC AZ E     -   277,545.33    595,318.53   iFT  0.99991255   -0 10 38.3
 CG1040;UTM  12      - 3,514,230.254   547,017.923   MT  0.99962726   +0 15 40.9
 CG1040
 CG1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1040!SPC AZ C     -   0.99976139  x   1.00012096  =   0.99988232
 CG1040!SPC AZ E     -   0.99976139  x   0.99991255  =   0.99967396
 CG1040!UTM  12      -   0.99976139  x   0.99962726  =   0.99938874
 CG1040
 CG1040|---------------------------------------------------------------------|
 CG1040| PID    Reference Object                     Distance      Geod. Az  |
 CG1040|                                                           dddmmss.s |
 CG1040| CC7574 T19S R18E SECS 21 22 27 28          260.150 METERS 17727     |
 CG1040| CC7550 TURNEY AZ MK                                       1773111.4 |
 CG1040| CC7551 TURNEY RM 1                           8.147 METERS 25819     |
 CG1040| CC7552 TURNEY RM 2                           8.548 METERS 34653     |
 CG1040|---------------------------------------------------------------------|
 CG1040
 CG1040                          SUPERSEDED SURVEY CONTROL
 CG1040
 CG1040  NAD 83(1986)-  31 45 45.38066(N)    110 30 12.58957(W) AD(       ) 2
 CG1040  NAD 27      -  31 45 45.06600(N)    110 30 10.31900(W) AD(       ) 2
 CG1040  NGVD 29 (07/19/86) 1547.0    (m)         5075.     (f) VERT ANG    3  
 CG1040
 CG1040.Superseded values are not recommended for survey control.
 CG1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1040.See file dsdata.txt to determine how the superseded data were derived.
 CG1040
 CG1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4701814230(NAD 83)
 CG1040_MARKER: Z = SEE DESCRIPTION
 CG1040_SETTING: 0 = UNSPECIFIED SETTING
 CG1040
 CG1040  HISTORY     - Date     Condition        Report By
 CG1040  HISTORY     - 1936     MONUMENTED       CGS
 CG1040
 CG1040                          STATION DESCRIPTION
 CG1040
 CG1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1040'THIS STATION IS ABOUT 9 MILES E OF 6 MILES N OF THE TOWN OF
 CG1040'SONOITA, IN THE SE CORNER OF SECTION 21, T-19-S, R-18-E.  IT IS
 CG1040'ABOUT 0.2 MILE NW OF C. TURNEYS RANCH HOUSE AND ON PROPERTY OWNED
 CG1040'BY HIM.  THE STATION AND REFERENCE MARKS ARE ON LOW FLAT PASUTRE
 CG1040'LAND IN AN OPEN FIELD.
 CG1040'
 CG1040'THE AZIMUTH MARK IS IN A BARB WIRE GATE AT A FENCE CORNER, 1 FOOT
 CG1040'W OF AN IRON POST WHICH IS THE CORNER OF SECTIONS 21, 22, 27 AND
 CG1040'28.  T-19-S, R-18-E.  IT IS 3 FEET NE OF A T FENCE CORNER POST,
 CG1040'8 FEET SW OF ANOTHER FENCE CORNER POST AND ABOUT 200 YARDS W OF
 CG1040'C. TURNEYS RANCH HOUSE.
 CG1040'
 CG1040'TO REACH THE STATION FROM THE TOWN OF SONOITA, GO E ON STATE
 CG1040'ROUTE NO. 82 FROM ITS JUNCTION WITH NO. 83 FOR 11.2 MILES TO
 CG1040'WHERE A ROAD GOES N.  TURN LEFT, LEAVING NO. 82, AND GO N FOR
 CG1040'1.5 MILES TO A CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND
 CG1040'CONTINUE N FOR 1.1 MILES TO TURNEYS RANCH HOUSE.  FROM THE RANCH
 CG1040'HOUSE GO NW ACROSS THE PASTURE FIELD FOR ABOUT 0.2 MILE TO
 CG1040'STATION.
 CG1040'
 CG1040'ALL FOUR MARKS PROJECT ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 CG1040'GROUND.
 CG1040'
 CG1040'A 4-FT. STAND USED AT THIS STATION CLEARED ALL LINES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1178 ***********************************************************************
 ES1178  DESIGNATION -  TURRET PEAK
 ES1178  PID         -  ES1178
 ES1178  STATE/COUNTY-  AZ/YAVAPAI
 ES1178  USGS QUAD   -  BLOODY BASIN (1967)
 ES1178
 ES1178                         *CURRENT SURVEY CONTROL
 ES1178  ___________________________________________________________________
 ES1178* NAD 83(1992)-  34 14 53.24523(N)    111 51 52.79749(W)     ADJUSTED  
 ES1178* NAVD 88     -      1780.7    (meters)    5842.     (feet)  VERTCON   
 ES1178  ___________________________________________________________________
 ES1178  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 ES1178  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 ES1178  HORZ ORDER  -  THIRD
 ES1178
 ES1178.The horizontal coordinates were established by classical geodetic methods
 ES1178.and adjusted by the National Geodetic Survey in August 1993.
 ES1178
 ES1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1178
 ES1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1178
 ES1178.The geoid height was determined by GEOID03.
 ES1178
 ES1178;                    North         East     Units Scale Factor Converg.
 ES1178;SPC AZ C     -   360,175.348   218,149.581   MT  0.99990028   +0 01 45.4
 ES1178;SPC AZ C     - 1,181,677.65    715,713.85   iFT  0.99990028   +0 01 45.4
 ES1178;UTM  12      - 3,790,006.110   420,381.771   MT  0.99967814   -0 29 11.9
 ES1178
 ES1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1178!SPC AZ C     -   0.99972471  x   0.99990028  =   0.99962502
 ES1178!UTM  12      -   0.99972471  x   0.99967814  =   0.99940294
 ES1178
 ES1178|---------------------------------------------------------------------|
 ES1178| PID    Reference Object                     Distance      Geod. Az  |
 ES1178|                                                           dddmmss.s |
 ES1178| CS6533 TURRET PEAK RM 1                      4.151 METERS 23106     |
 ES1178| CS6534 TURRET PEAK RM 2                      3.880 METERS 29803     |
 ES1178|---------------------------------------------------------------------|
 ES1178
 ES1178                          SUPERSEDED SURVEY CONTROL
 ES1178
 ES1178  NAD 83(1992)-  34 14 53.24098(N)    111 51 52.79824(W) AD(       ) 3
 ES1178  NGVD 29 (10/09/91) 1780.0    (m)         5840.     (f) VERT ANG    3  
 ES1178
 ES1178.Superseded values are not recommended for survey control.
 ES1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1178.See file dsdata.txt to determine how the superseded data were derived.
 ES1178
 ES1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2038290006(NAD 83)
 ES1178_MARKER: DD = SURVEY DISK
 ES1178_SETTING: 66 = SET IN ROCK OUTCROP
 ES1178_SP_SET: SET IN ROCK OUTCROP
 ES1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1178+STABILITY: POSITION/ELEVATION WELL
 ES1178
 ES1178  HISTORY     - Date     Condition        Report By
 ES1178  HISTORY     - 1966     MONUMENTED       USGS
 ES1178
 ES1178                          STATION DESCRIPTION
 ES1178
 ES1178'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 ES1178'LOCATED ABOUT 22 MI S. OF CAMP VERDE, 9.5 MI SE. OF SYCAMORE
 ES1178'RANGER STATION, 6.7 MI NNW. OF L-X BAR RANCH.  ON HIGHEST POINT OF
 ES1178'PROMINENT MOUNTAIN CALLED TURRET PEAK.
 ES1178'
 ES1178'REACHED BY HELICOPTER.
 ES1178'
 ES1178'STATION MARK--STANDARD TABLET STAMPED---TURRET PEAK 1966---, SET IN
 ES1178'ROCK OUTCROP PROJECTING ABOUT 1 FT. ABOVE GROUND.
 ES1178'
 ES1178'RM 1--STANDARD RM TABLET STAMPED---NO 1 1966---, SET IN ROCK
 ES1178'PROJECTING ABOUT 1.5 FT. ABOVE GROUND.
 ES1178'
 ES1178'RM 2--STANDARD RM TABLET STAMPED---NO 2 1966---, SET IN ROCK
 ES1178'PROJECTING ABOUT 2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1928 ***********************************************************************
 DV1928  DESIGNATION -  TURTLE BACK CAIRN
 DV1928  PID         -  DV1928
 DV1928  STATE/COUNTY-  AZ/YUMA
 DV1928  USGS QUAD   -  TURTLEBACK MTN (1980)
 DV1928
 DV1928                         *CURRENT SURVEY CONTROL
 DV1928  ___________________________________________________________________
 DV1928* NAD 83(1992)-  33 08 23.22330(N)    113 23 43.58898(W)     ADJUSTED  
 DV1928* NAVD 88     -              **(meters)            **(feet)            
 DV1928  ___________________________________________________________________
 DV1928  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DV1928  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DV1928  HORZ ORDER  -  THIRD
 DV1928
 DV1928.The horizontal coordinates were established by classical geodetic methods
 DV1928.and adjusted by the National Geodetic Survey in August 1993.
 DV1928
 DV1928
 DV1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1928
 DV1928.The geoid height was determined by GEOID03.
 DV1928
 DV1928;                    North         East     Units Scale Factor Converg.
 DV1928;SPC AZ W     -   237,316.727   246,440.175   MT  0.99994682   +0 11 37.8
 DV1928;SPC AZ W     -   778,598.19    808,530.76   iFT  0.99994682   +0 11 37.8
 DV1928;SPC AZ C     -   238,226.348    75,389.666   MT  1.00013463   -0 48 30.8
 DV1928;SPC AZ C     -   781,582.51    247,341.42   iFT  1.00013463   -0 48 30.8
 DV1928;UTM  12      - 3,669,338.037   276,554.984   MT  1.00021563   -1 18 36.3
 DV1928
 DV1928                          SUPERSEDED SURVEY CONTROL
 DV1928
 DV1928  NAD 83(1986)-  33 08 23.21749(N)    113 23 43.59503(W) AD(       ) 4
 DV1928  NAD 27      -  33 08 23.05700(N)    113 23 40.90400(W) AD(       ) 3
 DV1928
 DV1928.Superseded values are not recommended for survey control.
 DV1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1928.See file dsdata.txt to determine how the superseded data were derived.
 DV1928
 DV1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7655569338(NAD 83)
 DV1928_MARKER: 75 = BELFRY
 DV1928
 DV1928  HISTORY     - Date     Condition        Report By
 DV1928  HISTORY     - UNK      FIRST OBSERVED   USGS
 DV1928
 DV1928                          STATION DESCRIPTION
 DV1928
 DV1928'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1927 ***********************************************************************
 DV1927  DESIGNATION -  TURTLEBACK
 DV1927  PID         -  DV1927
 DV1927  STATE/COUNTY-  AZ/YUMA
 DV1927  USGS QUAD   -  TURTLEBACK MTN (1980)
 DV1927
 DV1927                         *CURRENT SURVEY CONTROL
 DV1927  ___________________________________________________________________
 DV1927* NAD 83(1992)-  33 08 23.22194(N)    113 23 43.58466(W)     ADJUSTED  
 DV1927* NAVD 88     -       460.6    (meters)    1511.     (feet)  VERTCON   
 DV1927  ___________________________________________________________________
 DV1927  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DV1927  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DV1927  HORZ ORDER  -  SECOND
 DV1927
 DV1927.The horizontal coordinates were established by classical geodetic methods
 DV1927.and adjusted by the National Geodetic Survey in August 1993.
 DV1927
 DV1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1927
 DV1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1927
 DV1927.The geoid height was determined by GEOID03.
 DV1927
 DV1927;                    North         East     Units Scale Factor Converg.
 DV1927;SPC AZ W     -   237,316.685   246,440.287   MT  0.99994682   +0 11 37.8
 DV1927;SPC AZ W     -   778,598.05    808,531.13   iFT  0.99994682   +0 11 37.8
 DV1927;UTM  12      - 3,669,337.993   276,555.095   MT  1.00021563   -1 18 36.3
 DV1927
 DV1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1927!SPC AZ W     -   0.99993268  x   0.99994682  =   0.99987951
 DV1927!UTM  12      -   0.99993268  x   1.00021563  =   1.00014830
 DV1927
 DV1927|---------------------------------------------------------------------|
 DV1927| PID    Reference Object                     Distance      Geod. Az  |
 DV1927|                                                           dddmmss.s |
 DV1927| CH4451 TURTLEBACK RM 1                       6.660 METERS 11726     |
 DV1927| CH2353 T4S R11W SECS 3 4 9 10                             1755031.7 |
 DV1927| DV1946 DOME SHAPED PK 14 MI WNW HORN       APPROX.29.0 KM 2441332.1 |
 DV1927| DV1944 FLAT TOPPED BU 18 MI NW HORN        APPROX.20.8 KM 2672257.4 |
 DV1927| DV1947 CONICAL PEAK 24 MI NW OF HORN       APPROX.27.1 KM 2763428.7 |
 DV1927| CH4452 TURTLEBACK RM 2                       4.837 METERS 29330     |
 DV1927|---------------------------------------------------------------------|
 DV1927
 DV1927                          SUPERSEDED SURVEY CONTROL
 DV1927
 DV1927  NAD 83(1986)-  33 08 23.21547(N)    113 23 43.59141(W) AD(       ) 2
 DV1927  NAD 27      -  33 08 23.06100(N)    113 23 40.90300(W) AD(       ) 2
 DV1927  NGVD 29 (07/19/86)  460.0    (m)         1509.     (f) VERT ANG    3  
 DV1927
 DV1927.Superseded values are not recommended for survey control.
 DV1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1927.See file dsdata.txt to determine how the superseded data were derived.
 DV1927
 DV1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7655569338(NAD 83)
 DV1927_MARKER: DS = TRIANGULATION STATION DISK
 DV1927_SETTING: 66 = SET IN ROCK OUTCROP
 DV1927_SP_SET: SET IN BEDROCK
 DV1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1927+STABILITY: POSITION/ELEVATION WELL
 DV1927
 DV1927  HISTORY     - Date     Condition        Report By
 DV1927  HISTORY     - 1925     MONUMENTED       USGS
 DV1927  HISTORY     - 1950     GOOD             USGS
 DV1927  HISTORY     - 1964     GOOD             USGS
 DV1927  HISTORY     - 1981     GOOD             NGS
 DV1927
 DV1927                          STATION DESCRIPTION
 DV1927
 DV1927'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 DV1927'NOT OCCUPIED.
 DV1927'
 DV1927'LOCATED ABOUT 18 MI NNE. OF PALOMAS POST OFFICE.  ON EAST SIDE OF
 DV1927'PALOMAS-CLANTON WELLS RD., ON HIGHEST ONE OF SMALL BUNCH OF
 DV1927'HILLS.
 DV1927'
 DV1927'NO TO REACH GIVEN.
 DV1927'
 DV1927'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 DV1927'IN SOLID ROCK UNDER CAIRN 5 FT HIGH AND 5 FT IN DIAMETER.
 DV1927
 DV1927                          STATION RECOVERY (1950)
 DV1927
 DV1927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (JCE)
 DV1927'STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF HYDER,
 DV1927'A RAILROAD SIDING AND SECTION HOUSE ON THE SOUTHERN PACIFIC
 DV1927'RAILROAD.  IT IS ON THE HIGHEST POINT OF A PROMINENT HILL
 DV1927'RESEMBLING A TURTLE BACK, IN THE PALOMAS PLAINS.
 DV1927'
 DV1927'STATION MARK IS A USGS DISK SET IN A DRILL HOLE IN BEDROCK,
 DV1927'STAMPED TURTLEBACK R.S. 1925.
 DV1927'
 DV1927'REFERENCE MARK 1, STAMPED TURTLEBACK NO 1 1950, IS A STANDARD
 DV1927'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DV1927'GROUND.
 DV1927'
 DV1927'REFERENCE MARK 2, STAMPED TURTLEBACK NO 2 1950, IS A STANDARD
 DV1927'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DV1927'GROUND.
 DV1927'
 DV1927'A GENERAL LAND OFFICE SURVEY MARK WAS USED FOR THE AZIMUTH
 DV1927'MARK.  IT IS 16 FEET WEST OF THE CENTER LINE OF THE ROAD AND
 DV1927'6 FEET NORTH OF A WITNESS POST.  MARK IS A 3-INCH PIPE WITH CAP
 DV1927'SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.
 DV1927'
 DV1927'STAMPED T 4S R 11W S4 83 S9 S10 1914.
 DV1927'
 DV1927'TO REACH FROM HYDER, GO WEST ALONG THE SOUTH SIDE OF THE
 DV1927'RAILROAD TRACKS FOR 0.5 MILE, TURN RIGHT, CROSSING TRACKS AND
 DV1927'GO NORTH FOR 6.9 MILES TO THE AZIMUTH MARK ON THE LEFT.  FROM
 DV1927'AZIMUTH MARK, CONTINUE NORTH FOR 2.6 MILES TO THE WEST END
 DV1927'OF THE STATION HILL WHICH SETS ALONE IN THE PLAINS AND THE END OF
 DV1927'TRUCK TRAVEL.
 DV1927'
 DV1927'PACK EASTERLY UP NARROW RIDGE TO THE HIGHEST POINT AND THE
 DV1927'STATION.
 DV1927'
 DV1927'A 45 MINUTE PACK.
 DV1927
 DV1927                          STATION RECOVERY (1964)
 DV1927
 DV1927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DV1927'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
 DV1927'
 DV1927'STATION MARK--STANDARD TABLET STAMPED---TURTLEBACK RS 1925---, IN
 DV1927'DRILL HOLE IN BEDROCK.
 DV1927'
 DV1927'RM 1--NGS RM DISK STAMPED---TURTLEBACK NO 1 1950---, CEMENTED IN
 DV1927'DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 DV1927'
 DV1927'RM 2--NGS RM DISK STAMPED---TURTLEBACK NO 2 1950---, CEMENTED IN
 DV1927'DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 DV1927
 DV1927                          STATION RECOVERY (1981)
 DV1927
 DV1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1927'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6839 ***********************************************************************
 AC6839  PACS        -  This is a Primary Airport Control Station.
 AC6839  DESIGNATION -  TUS A
 AC6839  PID         -  AC6839
 AC6839  STATE/COUNTY-  AZ/PIMA
 AC6839  USGS QUAD   -  TUCSON SW (1992)
 AC6839
 AC6839                         *CURRENT SURVEY CONTROL
 AC6839  ___________________________________________________________________
 AC6839* NAD 83(2007)-  32 06 32.76361(N)    110 55 34.46915(W)     ADJUSTED  
 AC6839* NAVD 88     -       805.32   (meters)    2642.1    (feet)  GPS OBS   
 AC6839  ___________________________________________________________________
 AC6839  EPOCH DATE  -        2007.00
 AC6839  X           -  -1,931,658.043 (meters)                     COMP
 AC6839  Y           -  -5,051,568.925 (meters)                     COMP
 AC6839  Z           -   3,371,097.372 (meters)                     COMP
 AC6839  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 AC6839  ELLIP HEIGHT-         775.851 (meters)          (02/10/07) ADJUSTED
 AC6839  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AC6839
 AC6839  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6839  Type    PID    Designation                      North   East  Ellip
 AC6839  -------------------------------------------------------------------
 AC6839  NETWORK AC6839 TUS A                             0.43   0.39   1.00
 AC6839  -------------------------------------------------------------------
 AC6839
 AC6839.This mark is at Tucson Intl Airport (TUS)
 AC6839
 AC6839.The horizontal coordinates were established by GPS observations
 AC6839.and adjusted by the National Geodetic Survey in February 2007.
 AC6839
 AC6839.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6839.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6839.The horizontal coordinates are valid at the epoch date displayed above.
 AC6839.The epoch date for horizontal control is a decimal equivalence
 AC6839.of Year/Month/Day.
 AC6839
 AC6839.The orthometric height was determined by GPS observations and a
 AC6839.high-resolution geoid model.
 AC6839
 AC6839.GPS derived orthometric heights for airport stations designated as
 AC6839.PACS or SACS are published to 2 decimal places.  This maintains
 AC6839.centimeter relative accuracy between the PACS and SACS.  It does
 AC6839.not indicate centimeter accuracy relative to other marks which are
 AC6839.part of the NAVD 88 network.
 AC6839
 AC6839.Photographs are available for this station.
 AC6839
 AC6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6839
 AC6839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6839
 AC6839.The ellipsoidal height was determined by GPS observations
 AC6839.and is referenced to NAD 83.
 AC6839
 AC6839.The geoid height was determined by GEOID03.
 AC6839
 AC6839;                    North         East     Units Scale Factor Converg.
 AC6839;SPC AZ C     -   123,393.216   306,830.096   MT  1.00000771   +0 31 35.3
 AC6839;SPC AZ C     -   404,833.39  1,006,660.42   iFT  1.00000771   +0 31 35.3
 AC6839;UTM  12      - 3,552,531.201   506,958.630   MT  0.99960060   +0 02 21.1
 AC6839
 AC6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6839!SPC AZ C     -   0.99987819  x   1.00000771  =   0.99988590
 AC6839!UTM  12      -   0.99987819  x   0.99960060  =   0.99947884
 AC6839
 AC6839                          SUPERSEDED SURVEY CONTROL
 AC6839
 AC6839  ELLIP H (01/12/01)  775.874  (m)                       GP(       ) 4 1
 AC6839  NAD 83(1992)-  32 06 32.76309(N)    110 55 34.46846(W) AD(       ) B
 AC6839  ELLIP H (03/14/97)  775.967  (m)                       GP(       ) 3 1
 AC6839
 AC6839.Superseded values are not recommended for survey control.
 AC6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6839.See file dsdata.txt to determine how the superseded data were derived.
 AC6839
 AC6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0695952531(NAD 83)
 AC6839_MARKER: I = METAL ROD
 AC6839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6839_STAMPING: TUS A 1996
 AC6839_MARK LOGO: NGS   
 AC6839_PROJECTION: FLUSH
 AC6839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6839+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 AC6839_ROD/PIPE-DEPTH: 3.60 meters
 AC6839
 AC6839  HISTORY     - Date     Condition        Report By
 AC6839  HISTORY     - 1996     MONUMENTED       NGS
 AC6839  HISTORY     - 19970625 GOOD             NGS
 AC6839  HISTORY     - 19980824 GOOD             NGS
 AC6839  HISTORY     - 20040115 GOOD             NGS
 AC6839
 AC6839                          STATION DESCRIPTION
 AC6839
 AC6839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SDC)
 AC6839'THE STATION IS LOCATED IN THE CITY OF TUCSON AT THE TUCSON
 AC6839'INTERNATIONAL AIRPORT.  OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY,
 AC6839'RUBEN SALCIDO - MAINTENANCE SUPERINTENDENT, PHONE (602) 573-8171 TO
 AC6839'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND TUCSON
 AC6839'BOULEVARD (EXIT 263 ON INTERSTATE 10) IN TUCSON, PROCEED SOUTH ON
 AC6839'TUCSON BOULEVARD FOR 8.0 KM (4.95 MI) TO THE JUNCTION WITH ELVIRA ROAD
 AC6839'(0.8 KM SOUTH OF VALENCIA ROAD) .  TURN RIGHT AND GO WEST ON ELVIRA
 AC6839'ROAD FOR 0.65 KM (0.40 MI) TO THE TUCSON AIRPORT AUTHORITY MAINTENANCE
 AC6839'DEPARTMENT AND ACCESS GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR
 AC6839'0.15 KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY D. TURN LEFT AND GO
 AC6839'SOUTH ON TAXIWAY D FOR 0.5 KM (0.30 MI) TO THE JUNCTION WITH THE
 AC6839'PERIMETER ROAD.  TURN LEFT AND GO SOUTHEAST ALONG PERIMETER ROAD FOR
 AC6839'2.5 KM (1.55 MI) TO THE STATION ON THE LEFT SET ON A ELEVATED AREA
 AC6839'NORTHEAST OF THE JUNCTION OF THE PERIMETER ROAD AND THE ACCESS ROAD
 AC6839'LEADING TO GATE 45 THE STATION IS THE TOP CENTER OF A STAINLESS STEEL
 AC6839'ROD DRIVEN TO REFUSAL AT A DEPTH OF 3.60 M (11.81 FT) RECESSED 13 CM
 AC6839'BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC SLEEVE
 AC6839'90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC6839'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC6839'THE GROUND. THE STATION IS LOCATED 9.30 M (30.51 FT) WEST-SOUTHWEST OF
 AC6839'A CONCRETE PAD FOR A UTILITY BOX, 7.45 M (24.44 FT) NORTH OF THE
 AC6839'CENTER OF A WATER MAIN MANHOLE, 43.80 M (143.70 FT) SOUTH OF A UTILITY
 AC6839'POLE, 22.10 M (72.51 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF THE
 AC6839'NORTH GUARDRAIL AT THE CROSSING OF THE PERIMETER ROAD OVER A DRAINAGE
 AC6839'DITCH, 17.0 M (55.8 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 AC6839'NORTH-SOUTH ROAD LEADING TO GATE 45, AND 17.70 M (58.07 FT) NORTHEAST
 AC6839'OF THE CENTERLINE OF THE PERIMETER ROAD THE STATION IS DESIGNATED AS A
 AC6839'PRIMARY AIRPORT CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6839
 AC6839                          STATION RECOVERY (1997)
 AC6839
 AC6839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AC6839'RECOVERED AS DESCRIBED.
 AC6839
 AC6839                          STATION RECOVERY (1998)
 AC6839
 AC6839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AC6839'RECOVERED AS DESCRIBED.
 AC6839
 AC6839                          STATION RECOVERY (2004)
 AC6839
 AC6839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AC6839'RECOVERED AS DESCRIBED. THIS IS A PRIMARY  AIRPORT CONTROL STATION.
 AC6839' 
 AC6839'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6998 ***********************************************************************
 AC6998  DESIGNATION -  TUS AP STA A
 AC6998  PID         -  AC6998
 AC6998  STATE/COUNTY-  AZ/PIMA
 AC6998  USGS QUAD   -  TUCSON (1992)
 AC6998
 AC6998                         *CURRENT SURVEY CONTROL
 AC6998  ___________________________________________________________________
 AC6998* NAD 83(2007)-  32 07 45.24173(N)    110 57 21.20787(W)     ADJUSTED  
 AC6998* NAVD 88     -       778.6    (meters)    2554.     (feet)  GPS OBS   
 AC6998  ___________________________________________________________________
 AC6998  EPOCH DATE  -        2007.00
 AC6998  X           -  -1,933,839.204 (meters)                     COMP
 AC6998  Y           -  -5,049,438.861 (meters)                     COMP
 AC6998  Z           -   3,372,974.167 (meters)                     COMP
 AC6998  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AC6998  ELLIP HEIGHT-         749.071 (meters)          (02/10/07) ADJUSTED
 AC6998  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AC6998
 AC6998  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6998  Type    PID    Designation                      North   East  Ellip
 AC6998  -------------------------------------------------------------------
 AC6998  NETWORK AC6998 TUS AP STA A                      0.74   0.69   1.53
 AC6998  -------------------------------------------------------------------
 AC6998
 AC6998.This mark is at Tucson Intl Airport (TUS)
 AC6998
 AC6998.The horizontal coordinates were established by GPS observations
 AC6998.and adjusted by the National Geodetic Survey in February 2007.
 AC6998
 AC6998.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6998.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6998.The horizontal coordinates are valid at the epoch date displayed above.
 AC6998.The epoch date for horizontal control is a decimal equivalence
 AC6998.of Year/Month/Day.
 AC6998
 AC6998.The orthometric height was determined by GPS observations and a
 AC6998.high-resolution geoid model.
 AC6998
 AC6998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6998
 AC6998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6998
 AC6998.The ellipsoidal height was determined by GPS observations
 AC6998.and is referenced to NAD 83.
 AC6998
 AC6998.The geoid height was determined by GEOID03.
 AC6998
 AC6998;                    North         East     Units Scale Factor Converg.
 AC6998;SPC AZ C     -   125,600.307   304,011.927   MT  1.00000131   +0 30 39.6
 AC6998;SPC AZ C     -   412,074.50    997,414.46   iFT  1.00000131   +0 30 39.6
 AC6998;UTM  12      - 3,554,761.284   504,160.469   MT  0.99960021   +0 01 24.5
 AC6998
 AC6998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6998!SPC AZ C     -   0.99988240  x   1.00000131  =   0.99988371
 AC6998!UTM  12      -   0.99988240  x   0.99960021  =   0.99948265
 AC6998
 AC6998                          SUPERSEDED SURVEY CONTROL
 AC6998
 AC6998  ELLIP H (08/22/01)  749.093  (m)                       GP(       ) 4 1
 AC6998  NAD 83(1992)-  32 07 45.24121(N)    110 57 21.20717(W) AD(       ) 3
 AC6998  ELLIP H (09/09/98)  749.186  (m)                       GP(       ) 4 1
 AC6998
 AC6998.Superseded values are not recommended for survey control.
 AC6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6998.See file dsdata.txt to determine how the superseded data were derived.
 AC6998
 AC6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0416054761(NAD 83)
 AC6998_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6998_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC6998_SP_SET: TAXIWAY EDGE
 AC6998_STAMPING: STA A AP 1963
 AC6998_MARK LOGO: CGS   
 AC6998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6998+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1998
 AC6998
 AC6998  HISTORY     - Date     Condition        Report By
 AC6998  HISTORY     - 1963     MONUMENTED       NOS
 AC6998  HISTORY     - 19930615 GOOD             NGS
 AC6998  HISTORY     - 19960513 GOOD             CHANCE
 AC6998  HISTORY     - 19980824 GOOD             NGS
 AC6998
 AC6998                          STATION DESCRIPTION
 AC6998
 AC6998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6998'THE STATION IS LOCATED SW OF STOPWAY END 11L, 35.5 FT (10.8 M) NE OF
 AC6998'THE HOLD BAR AND 134.5 FT (41.0 M) SE OF THE CENTERLINE OF A PAVED
 AC6998'SERVICE ROAD.  THE MARK IS A STANDARD DISK, STAMPED STA A AP 1963 SET
 AC6998'IN THE CONCRETE OF TAXIWAY 10 DIRECTLY ON LINE WITH THE STOPWAY END.
 AC6998
 AC6998                          STATION RECOVERY (1996)
 AC6998
 AC6998'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC6998'RECOVERY NOTE BY CHANCE 1996  RECOVERED IN GOOD CONDITION.  A NEW
 AC6998'DESCRIPTION FOLLOWS  THE STATION IS LOCATED IN THE CITY OF TUCSON AT
 AC6998'THE TUCSON INTERNATIONAL AIRPORT.  OWNERSHIP -- CITY OF TUCSON AIRPORT
 AC6998'AUTHORITY, RUBEN SALCIDO - MAINTENANCE SUPERINTENDENT, PHONE (602)
 AC6998'573-8171  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AC6998'19 AND VALENCIA BOULEVARD (EXIT 95 ON INTERSTATE HIGHWAY 19) , GO EAST
 AC6998'ON VALENCIA BOULEVARD FOR 4.8 KM (3.00 MI) TO TUCSON BOULEVARD.  TURN
 AC6998'RIGHT ON TUCSON BOULEVARD AND GO SOUTH FOR 0.8 KM (0.50 MI) TO ELVIRA
 AC6998'ROAD.  TURN RIGHT AND GO WEST ON ELVIRA ROAD FOR 0.65 KM (0.40 MI) TO
 AC6998'THE TUCSON AIRPORT AUTHORITY MAINTENANCE DEPARTMENT AND ACCESS GATE.
 AC6998'PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.15 KM (0.10 MI) TO THE
 AC6998'JUNCTION WITH TAXIWAY D.  TURN RIGHT AND GO NORTH ON TAXIWAY D TO THE
 AC6998'GRAVEL PERIMETER ROAD.  FOLLOW THE GRAVEL PERIMETER ROAD FOR 1.1 KM
 AC6998'(0.70 MI) AROUND THE APPROACH END OF RUNWAY 21 TO THE JUNCTION WITH AN
 AC6998'APRON.  CROSS THE APRON AND CONTINUE FOR APPROXIMATELY 0.8 KM (0.50
 AC6998'MI) ON THE PERIMETER ROAD TO THE NORTHWEST END OF THE STOPWAY FOR
 AC6998'RUNWAY 11L-29R.  CROSS THE STOPWAY AND FOLLOW THE GRAVEL PERIMETER
 AC6998'ROAD SOUTH AND SOUTHEAST TO A CONCRETE APRON ON THE RIGHT AND A
 AC6998'TAXIWAY ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON THE TAXIWAY FOR
 AC6998'0.08 KM (0.05 MI) TO THE STATION NEAR THE NORTHWEST EDGE OF THE
 AC6998'TAXIWAY  THE STATION IS A STANDARD DISK SET INTO THE CONCRETE OF THE
 AC6998'TAXIWAY. THE STATION IS LOCATED 72.9 M (239.2 FT) SOUTHWEST OF THE
 AC6998'CENTERLINE OF RUNWAY 11L END, 50.0 M (164.0 FT) SOUTHWEST OF THE
 AC6998'SOUTHWEST EDGE OF RUNWAY 11L, 11.0 M (36.1 FT) NORTHEAST OF THE
 AC6998'HOLDBAR, AND 0.10 M (0.33 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 AC6998'TAXIWAY
 AC6998
 AC6998                          STATION RECOVERY (1998)
 AC6998
 AC6998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AC6998'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6841 ***********************************************************************
 AC6841  SACS        -  This is a Secondary Airport Control Station.
 AC6841  DESIGNATION -  TUS B
 AC6841  PID         -  AC6841
 AC6841  STATE/COUNTY-  AZ/PIMA
 AC6841  USGS QUAD   -  TUCSON (1992)
 AC6841
 AC6841                         *CURRENT SURVEY CONTROL
 AC6841  ___________________________________________________________________
 AC6841* NAD 83(2007)-  32 07 52.01137(N)    110 57 28.03259(W)     ADJUSTED  
 AC6841* NAVD 88     -       777.18   (meters)    2549.8    (feet)  GPS OBS   
 AC6841  ___________________________________________________________________
 AC6841  EPOCH DATE  -        2007.00
 AC6841  X           -  -1,933,966.184 (meters)                     COMP
 AC6841  Y           -  -5,049,270.203 (meters)                     COMP
 AC6841  Z           -   3,373,150.038 (meters)                     COMP
 AC6841  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AC6841  ELLIP HEIGHT-         747.688 (meters)          (02/10/07) ADJUSTED
 AC6841  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AC6841
 AC6841  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6841  Type    PID    Designation                      North   East  Ellip
 AC6841  -------------------------------------------------------------------
 AC6841  NETWORK AC6841 TUS B                             0.51   0.45   1.04
 AC6841  -------------------------------------------------------------------
 AC6841
 AC6841.This mark is at Tucson Intl Airport (TUS)
 AC6841
 AC6841.The horizontal coordinates were established by GPS observations
 AC6841.and adjusted by the National Geodetic Survey in February 2007.
 AC6841
 AC6841.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6841.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6841.The horizontal coordinates are valid at the epoch date displayed above.
 AC6841.The epoch date for horizontal control is a decimal equivalence
 AC6841.of Year/Month/Day.
 AC6841
 AC6841.The orthometric height was determined by GPS observations and a
 AC6841.high-resolution geoid model.
 AC6841
 AC6841.GPS derived orthometric heights for airport stations designated as
 AC6841.PACS or SACS are published to 2 decimal places.  This maintains
 AC6841.centimeter relative accuracy between the PACS and SACS.  It does
 AC6841.not indicate centimeter accuracy relative to other marks which are
 AC6841.part of the NAVD 88 network.
 AC6841
 AC6841.Photographs are available for this station.
 AC6841
 AC6841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6841
 AC6841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6841
 AC6841.The ellipsoidal height was determined by GPS observations
 AC6841.and is referenced to NAD 83.
 AC6841
 AC6841.The geoid height was determined by GEOID03.
 AC6841
 AC6841;                    North         East     Units Scale Factor Converg.
 AC6841;SPC AZ C     -   125,807.227   303,831.194   MT  1.00000091   +0 30 36.1
 AC6841;SPC AZ C     -   412,753.37    996,821.50   iFT  1.00000091   +0 30 36.1
 AC6841;UTM  12      - 3,554,969.651   503,981.575   MT  0.99960020   +0 01 20.8
 AC6841
 AC6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6841!SPC AZ C     -   0.99988262  x   1.00000091  =   0.99988352
 AC6841!UTM  12      -   0.99988262  x   0.99960020  =   0.99948286
 AC6841
 AC6841                          SUPERSEDED SURVEY CONTROL
 AC6841
 AC6841  ELLIP H (01/12/01)  747.719  (m)                       GP(       ) 4 1
 AC6841  NAD 83(1992)-  32 07 52.01100(N)    110 57 28.03184(W) AD(       ) 1
 AC6841  ELLIP H (03/14/97)  747.812  (m)                       GP(       ) 3 1
 AC6841
 AC6841.Superseded values are not recommended for survey control.
 AC6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6841.See file dsdata.txt to determine how the superseded data were derived.
 AC6841
 AC6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0398254970(NAD 83)
 AC6841_MARKER: DS = TRIANGULATION STATION DISK
 AC6841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6841_STAMPING: TUS B 1996
 AC6841_MARK LOGO: NGS   
 AC6841_PROJECTION: FLUSH
 AC6841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6841+STABILITY: SURFACE MOTION
 AC6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6841+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 AC6841_ROD/PIPE-DEPTH: 1.00 meters
 AC6841
 AC6841  HISTORY     - Date     Condition        Report By
 AC6841  HISTORY     - 1996     MONUMENTED       NGS
 AC6841  HISTORY     - 19970625 GOOD             NGS
 AC6841  HISTORY     - 19980824 GOOD             NGS
 AC6841  HISTORY     - 20040115 GOOD             NGS
 AC6841
 AC6841                          STATION DESCRIPTION
 AC6841
 AC6841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SDC)
 AC6841'THE STATION IS LOCATED IN THE CITY OF TUCSON AT THE TUCSON
 AC6841'INTERNATIONAL AIRPORT.  OWNERSHIP -- CITY OF TUCSON AIRPORT AUTHORITY,
 AC6841'RUBEN SALCIDO - MAINTENANCE SUPERINTENDENT, PHONE (602) 573-8171 TO
 AC6841'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND TUCSON
 AC6841'BOULEVARD (EXIT 263 ON INTERSTATE 10) IN TUCSON, PROCEED SOUTH ON
 AC6841'TUCSON BOULEVARD FOR 8.0 KM (4.95 MI) TO THE JUNCTION WITH ELVIRA ROAD
 AC6841'(0.8 KM SOUTH OF VALENCIA ROAD) .  TURN RIGHT AND GO WEST ON ELVIRA
 AC6841'ROAD FOR 0.65 KM (0.40 MI) TO THE TUCSON AIRPORT AUTHORITY MAINTENANCE
 AC6841'DEPARTMENT AND ACCESS GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR
 AC6841'0.15 KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY D. TURN RIGHT AND GO
 AC6841'NORTH ON TAXIWAY D TO THE GRAVEL PERIMETER ROAD. FOLLOW GRAVEL
 AC6841'PERIMETER ROAD FOR 1.1 KM (0.70 MI) AROUND THE APPROACH END OF RUNWAY
 AC6841'21 TO THE JUNCTION WITH AN APRON.  CROSS THE APRON AND CONTINUE FOR
 AC6841'APPROXIMATELY 1.3 KM (0.80 MI) ON THE PERIMETER ROAD TO THE NORTHWEST
 AC6841'END OF THE STOPWAY FOR RUNWAY 11L-29R.  CROSS THE STOPWAY TO THE
 AC6841'STATION ON THE LEFT JUST SOUTHEAST OF THE PERIMETER ROAD THE STATION
 AC6841'IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3
 AC6841'FT) LONG FENO PIPE, RECESSED 9 CM BELOW GROUND LEVEL AND ENCASED IN A
 AC6841'12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 AC6841'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AC6841'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AC6841'LOCATED 9.8 M (32.2 FT) EAST-SOUTHEAST OF THE EDGE OF THE PERIMETER
 AC6841'ROAD, 29.45 M (96.62 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AC6841'STOPWAY AT THE NORTHWEST END OF RUNWAY 11L-29R, 30.20 M (99.08 FT)
 AC6841'SOUTHEAST OF A CHAIN LINK FENCE, 22.30 M (73.16 FT) SOUTH OF THE
 AC6841'SOUTHEAST END OF A STEEL CULVERT, AND 0.9 M (3.0 FT) WEST-NORTHWEST OF
 AC6841'A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6841'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6841
 AC6841                          STATION RECOVERY (1997)
 AC6841
 AC6841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 AC6841'RECOVERED AS DESCRIBED.
 AC6841
 AC6841                          STATION RECOVERY (1998)
 AC6841
 AC6841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AC6841'RECOVERED AS DESCRIBED.
 AC6841
 AC6841                          STATION RECOVERY (2004)
 AC6841
 AC6841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AC6841'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AC6841'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0711 ***********************************************************************
 FQ0711  DESIGNATION -  TUSAYAN
 FQ0711  PID         -  FQ0711
 FQ0711  STATE/COUNTY-  AZ/COCONINO
 FQ0711  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0711
 FQ0711                         *CURRENT SURVEY CONTROL
 FQ0711  ___________________________________________________________________
 FQ0711* NAD 83(1992)-  35 56 18.14228(N)    111 55 32.92372(W)     ADJUSTED  
 FQ0711* NAVD 88     -      2282.     (meters)    7487.     (feet)  SCALED    
 FQ0711  ___________________________________________________________________
 FQ0711  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FQ0711  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 FQ0711  HORZ ORDER  -  FIRST
 FQ0711
 FQ0711.The horizontal coordinates were established by classical geodetic methods
 FQ0711.and adjusted by the National Geodetic Survey in August 1993.
 FQ0711
 FQ0711.The orthometric height was scaled from a topographic map.
 FQ0711
 FQ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0711
 FQ0711.The geoid height was determined by GEOID03.
 FQ0711
 FQ0711;                    North         East     Units Scale Factor Converg.
 FQ0711;SPC AZ C     -   547,675.561   212,534.851   MT  0.99990001   -0 00 19.3
 FQ0711;SPC AZ C     - 1,796,835.83    697,292.82   iFT  0.99990001   -0 00 19.3
 FQ0711;UTM  12      - 3,977,509.134   416,492.740   MT  0.99968593   -0 32 36.3
 FQ0711
 FQ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0711!SPC AZ C     -   0.99964555  x   0.99990001  =   0.99954560
 FQ0711!UTM  12      -   0.99964555  x   0.99968593  =   0.99933159
 FQ0711
 FQ0711:                Primary Azimuth Mark                     Grid Az
 FQ0711:SPC AZ C     -  TUSAYAN AZ MK                            150 53 24.0
 FQ0711:UTM  12      -  TUSAYAN AZ MK                            151 25 41.0
 FQ0711
 FQ0711|---------------------------------------------------------------------|
 FQ0711| PID    Reference Object                     Distance      Geod. Az  |
 FQ0711|                                                           dddmmss.s |
 FQ0711| CH4453 TUSAYAN AZ MK                                      1505304.7 |
 FQ0711| CH4455 TUSAYAN RM 2                         16.120 METERS 24722     |
 FQ0711| FQ0712 GRANDVIEW LOOKOUT TOWER             APPROX. 3.4 KM 3091600.7 |
 FQ0711| CH4454 TUSAYAN RM 1                         17.845 METERS 34006     |
 FQ0711|---------------------------------------------------------------------|
 FQ0711
 FQ0711                          SUPERSEDED SURVEY CONTROL
 FQ0711
 FQ0711  NAD 83(1986)-  35 56 18.14318(N)    111 55 32.91851(W) AD(       ) 1
 FQ0711  NAD 27      -  35 56 18.18800(N)    111 55 30.33600(W) AD(       ) 1
 FQ0711
 FQ0711.Superseded values are not recommended for survey control.
 FQ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0711.See file dsdata.txt to determine how the superseded data were derived.
 FQ0711
 FQ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE1649377509(NAD 83)
 FQ0711_MARKER: DS = TRIANGULATION STATION DISK
 FQ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FQ0711+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 FQ0711
 FQ0711  HISTORY     - Date     Condition        Report By
 FQ0711  HISTORY     - 1934     MONUMENTED       CGS
 FQ0711  HISTORY     - 1936     GOOD             CGS
 FQ0711  HISTORY     - 1972     GOOD             AZHD
 FQ0711  HISTORY     - 20050721 GOOD             GEOCAC
 FQ0711
 FQ0711                          STATION DESCRIPTION
 FQ0711
 FQ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FQ0711'STATION IS WITHIN THE TUSAYAN NATIONAL FOREST ON A TIMBERED
 FQ0711'RIDGE WHICH LAYS ABOUT 8 MILES SOUTHWEST OF NAVAJO POINT, AND
 FQ0711'ABOUT 6 MILES SOUTHEAST OF GRAND VIEW POINT, AND ABOUT 3 MILES
 FQ0711'AIRLINE SOUTHEAST OF THE GRAND VIEW LOOKOUT TOWER (ABANDONED)
 FQ0711'WHICH IS AT STATION (U.S.C. AND G.S.) GRANDVIEW (1920).
 FQ0711'STATION IS MARKED WITH A STANDARD DISK SET IN CONCRETE POST
 FQ0711'PROJECTING 12 INCHES ABOVE GROUND.
 FQ0711'
 FQ0711'REACHED FROM GRAND CANYON VILLAGE AS FOLLOWS--GO EAST TOWARD
 FQ0711'DESERT VIEW FOR 14.5 MILES AND TURN RIGHT (SOUTH) OFF THE
 FQ0711'HIGHWAY.  THIS POINT IS 2.1 MILES EAST OF WHERE THE ROAD TO
 FQ0711'GRAND VIEW POINT LEAVES THE HIGHWAY.  GO 1.4 MILES AND PASS
 FQ0711'THE GRAND VIEW LOOKOUT TOWER (ABANDONED), CONTINUE 0.1 MILE AND
 FQ0711'TAKE RIGHT FORK, WHICH IS THE OLD FLAGSTAFF-GRAND CANYON ROAD,
 FQ0711'GO 1.9 MILES AND TURN OFF THIS ROAD, 0.2 MILE AFTER PASSING A
 FQ0711'CATTLE GUARD, ONTO A DIM WOOD ROAD.  GO 0.7 MILE AND TAKE LEFT
 FQ0711'FORK, GO 0.3 MILE TO WHERE A WIRE FENCE PARALLELS THE ROAD.
 FQ0711'TAKE DOWN THE WIRE AND DRIVE 0.2 MILE NORTH TO STATION.
 FQ0711'
 FQ0711'OBSERVATIONS TAKEN FROM 60-FOOT TOWER.
 FQ0711'
 FQ0711'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET
 FQ0711'IN CONCRETE.
 FQ0711
 FQ0711                          STATION RECOVERY (1936)
 FQ0711
 FQ0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 FQ0711'STATION IS ABOUT 13 MILES SOUTHEAST OF EL TOVAR, GRAND CANYON,
 FQ0711'IN THE TUSAYAN NATIONAL FOREST, 2-1/2 MILES SOUTHEAST OF THE
 FQ0711'80-FOOT STEEL GRAND VIEW LOOKOUT TOWER, ABOUT 3 MILES SOUTH OF
 FQ0711'STATE HIGHWAY 64, 3/4 MILE NORTHEAST OF THE OLD FLAGSTAFF-GRAND
 FQ0711'CANYON STAGE ROAD, ABOUT 350 YARDS NORTH OF AN EAST-WEST WIRE
 FQ0711'FENCE AND TRACK ROAD, AND ON A FLAT, WOODED MESA ABOUT 3/4
 FQ0711'MILE SOUTHWEST OF THE MESA RIM.  THE TREES ARE ABOUT 60 FEET
 FQ0711'HIGH AND A 60-FOOT TOWER WAS USED IN 1934 AND 1936.  STATION AND
 FQ0711'REFERENCE MARKS ARE IN GOOD CONDITION.
 FQ0711'
 FQ0711'AN AZIMUTH MARK WAS ESTABLISHED ABOUT 10 FEET NORTH OF FENCE
 FQ0711'LINE ABOUT 350 YARDS SOUTH OF THE STATION.
 FQ0711'
 FQ0711'TO REACH FROM EL TOVAR, GRAND CANYON, GO EAST ON STATE HIGHWAY
 FQ0711'64 ABOUT 13 MILES OR 2.2 MILES EAST OF THE ROAD TO GRAND VIEW.
 FQ0711'TURN RIGHT AT YELLOW INTERSECTION SIGN, LEAVE OILED HIGHWAY
 FQ0711'AND DRIVE SOUTHERLY ON WELL-TRAVELED DIRT ROAD 0.5 MILE.  ENTER
 FQ0711'TUSAYAN NATIONAL FOREST AND CONTINUE ON DIRT ROAD 0.7 MILE.  PASS
 FQ0711'GRAND VIEW LOOKOUT TOWER ABOUT 50 YARDS LEFT OF ROAD AND
 FQ0711'CONTINUE 0.1 MILE.  TAKE RIGHT FORK OF EQUAL ROADS AND DRIVE
 FQ0711'SOUTHERLY 1.6 MILES.  CROSS CATTLE GUARD IN EAST-WEST FENCE
 FQ0711'AND CONTINUE SOUTHERLY 0.1 MILE.  LEAVE MAIN-TRAVELED ROAD,
 FQ0711'TURN LEFT AND DRIVE EAST AND NORTHEAST ON PLAIN TRACK ROAD
 FQ0711'0.6 MILE.  TAKE LEFT FORK AT ENTRANCE TO OPEN FLAT AND GO
 FQ0711'NORTHEASTERLY 0.2 MILE.  COME UP TO WIRE FENCE ON LEFT SIDE OF
 FQ0711'ROAD.  CONTINUE EAST ABOUT 50 YARDS TO TAKE-DOWN, CROSS
 FQ0711'FENCE AND DRIVE NORTHEASTERLY ABOUT 1/4 MILE TO
 FQ0711'STATION.  THE AZIMUTH MARK, IS ABOUT 0.15 MILE EAST
 FQ0711'OF TAKE-DOWN IN FENCE LINE AND ABOUT 100 FEET FROM A TREE
 FQ0711'WITH A TRIANGULAR BLAZE.
 FQ0711'
 FQ0711'NOTE--NO 1934 DESCRIPTION OR DIRECTIONS AVAILABLE FOR CHECK
 FQ0711'PURPOSES.
 FQ0711
 FQ0711                          STATION RECOVERY (1972)
 FQ0711
 FQ0711'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 FQ0711'GENERAL LOCATION AS PER DESCRIPTION.
 FQ0711'
 FQ0711'TO REACH AS PER DESCRIPTION
 FQ0711'
 FQ0711'STATION MARK AS PER DESCRIPTION
 FQ0711'
 FQ0711'REFERENCE MARKS R.M. 1 AND R.M. 2 BOTH IN AND GOOD R.M. 2
 FQ0711'WAS TARGETED.
 FQ0711'
 FQ0711'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
 FQ0711
 FQ0711                          STATION RECOVERY (2005)
 FQ0711
 FQ0711'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FQ0711'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 FQ0711'GOOD CONDITION, ABOUT 0.14 MILES NORTHEAST OF KAIBAB NATIONAL FOREST
 FQ0711'ROAD NO. 310 AT A POINT ABOUT 2.1 MILES SOUTHEAST OF THE GRANDVIEW
 FQ0711'LOOKOUT TOWER.  AZ NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0316 ***********************************************************************
 FQ0316  DESIGNATION -  TUT
 FQ0316  PID         -  FQ0316
 FQ0316  STATE/COUNTY-  AZ/COCONINO
 FQ0316  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0316
 FQ0316                         *CURRENT SURVEY CONTROL
 FQ0316  ___________________________________________________________________
 FQ0316* NAD 83(1992)-  35 12 07.75318(N)    111 33 50.25491(W)     ADJUSTED  
 FQ0316* NAVD 88     -      2098.184  (meters)    6883.79   (feet)  POSTED    
 FQ0316  ___________________________________________________________________
 FQ0316  X           -  -1,918,272.434 (meters)                     COMP
 FQ0316  Y           -  -4,853,921.307 (meters)                     COMP
 FQ0316  Z           -   3,657,411.775 (meters)                     COMP
 FQ0316  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 FQ0316  ELLIP HEIGHT-        2074.951 (meters)          (08/23/93) ADJUSTED
 FQ0316  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0316  DYNAMIC HT  -        2095.200 (meters)    6874.00  (feet)  COMP
 FQ0316  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 FQ0316
 FQ0316  HORZ ORDER  -  SECOND
 FQ0316  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0316  ELLP ORDER  -  FOURTH    CLASS II
 FQ0316
 FQ0316.The horizontal coordinates were established by classical geodetic methods
 FQ0316.and adjusted by the National Geodetic Survey in August 1993.
 FQ0316
 FQ0316.The orthometric height was determined by differential leveling
 FQ0316.and adjusted by the  in 1992.
 FQ0316.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0316.was located on a no-check spur therefore a value was not computed.
 FQ0316.No vertical observational check was made to the station.
 FQ0316
 FQ0316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0316
 FQ0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0316
 FQ0316.The ellipsoidal height was determined by GPS observations
 FQ0316.and is referenced to NAD 83.
 FQ0316
 FQ0316.The geoid height was determined by GEOID03.
 FQ0316
 FQ0316.The dynamic height is computed by dividing the NAVD 88
 FQ0316.geopotential number by the normal gravity value computed on the
 FQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0316.degrees latitude (g = 980.6199 gals.).
 FQ0316
 FQ0316.The modeled gravity was interpolated from observed gravity values.
 FQ0316
 FQ0316;                    North         East     Units Scale Factor Converg.
 FQ0316;SPC AZ C     -   466,056.375   245,475.443   MT  0.99991271   +0 12 12.0
 FQ0316;SPC AZ C     - 1,529,056.35    805,365.63   iFT  0.99991271   +0 12 12.0
 FQ0316;UTM  12      - 3,895,607.156   448,664.350   MT  0.99963248   -0 19 30.4
 FQ0316
 FQ0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0316!SPC AZ C     -   0.99967441  x   0.99991271  =   0.99958715
 FQ0316!UTM  12      -   0.99967441  x   0.99963248  =   0.99930701
 FQ0316
 FQ0316|---------------------------------------------------------------------|
 FQ0316| PID    Reference Object                     Distance      Geod. Az  |
 FQ0316|                                                           dddmmss.s |
 FQ0316| FQ0318 TUT RM 2                             22.045 METERS 11014     |
 FQ0316| FQ0313 FLAG                                APPROX. 4.4 KM 2541717.6 |
 FQ0316| FQ0317 TUT RM 1                             29.280 METERS 34341     |
 FQ0316|---------------------------------------------------------------------|
 FQ0316
 FQ0316                          SUPERSEDED SURVEY CONTROL
 FQ0316
 FQ0316  NAD 83(1986)-  35 12 07.74792(N)    111 33 50.25180(W) AD(       ) 2
 FQ0316  NAD 27      -  35 12 07.70925(N)    111 33 47.67054(W) AD(       ) 2
 FQ0316  NGVD 29 (??/??/92) 2097.152  (m)         6880.41   (f) ADJ UNCH    2 0
 FQ0316
 FQ0316.Superseded values are not recommended for survey control.
 FQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0316.See file dsdata.txt to determine how the superseded data were derived.
 FQ0316
 FQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4866495607(NAD 83)
 FQ0316_MARKER: DS = TRIANGULATION STATION DISK
 FQ0316_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0316_SP_SET: BEDROCK
 FQ0316_STAMPING: TUT 1958
 FQ0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0316+STABILITY: POSITION/ELEVATION WELL
 FQ0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0316+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1984
 FQ0316
 FQ0316  HISTORY     - Date     Condition        Report By
 FQ0316  HISTORY     - 1958     MONUMENTED       CGS
 FQ0316  HISTORY     - 1958     GOOD             CGS
 FQ0316  HISTORY     - 19840503 GOOD
 FQ0316  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0316
 FQ0316                          STATION DESCRIPTION
 FQ0316
 FQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0316'THE STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED
 FQ0316'NORTH-SOUTH RIDGE THAT IS ABOUT 7 MILES EAST OF THE CENTER OF
 FQ0316'FLAGSTAFF, 7 MILES WEST OF WINONA AND 1 MILE SOUTH OF U.S.
 FQ0316'HIGHWAY 66.
 FQ0316'
 FQ0316'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0316'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.7 MILES
 FQ0316'TO A POINT WHERE U.S. HIGHWAY 89 TURNS LEFT, CONTINUE EAST
 FQ0316'ON U.S. HIGHWAY 66 FOR 0.9 MILE TO A T-ROAD RIGHT, TURN RIGHT,
 FQ0316'SOUTH, GO 2.2 MILES ON A GRAVELED ROAD TO A TRACK ROAD LEFT,
 FQ0316'TURN LEFT, FOLLOW THE TRACK ROAD EAST FOR 0.2 MILE TO A FORK
 FQ0316'AT A POWERLINE, TURN SHARP LEFT, AND FOLLOW THE TRACK ROAD
 FQ0316'NORTH ALONG THE POWERLINE FOR 0.2 MILE, HERE LEAVE THE TRACK
 FQ0316'ROAD AND GO WESTERLY ACROSS COUNTRY FOR 0.2 MILE TO THE
 FQ0316'HIGHEST POINT OF THE RIDGE AND THE STATION.
 FQ0316'
 FQ0316'THE STATION MARK, STAMPED TUT 1958, IS A STANDARD DISK CEMENTED
 FQ0316'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE
 FQ0316'OF THE GROUND.  IT IS 65 FEET SOUTHEAST OF A PINE TREE WITH
 FQ0316'A TRIANGLE BLAZE AND 14 FEET EAST OF A WITNESS SIGN POST.
 FQ0316'
 FQ0316'REFERENCE MARK NO. 1, STAMPED TUT NO 1 1958, IS A STANDARD
 FQ0316'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 FQ0316'THE SURFACE OF THE GROUND.  IT IS 89 FEET NORTH OF A WITNESS
 FQ0316'SIGN POST AND 33 FEET NORTHEAST OF A PINE TREE WITH A TRIANGLE
 FQ0316'BLAZE.
 FQ0316'
 FQ0316'REFERENCE MARK NO. 2, STAMPED TUT NO 2 1958, IS A STANDARD
 FQ0316'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 FQ0316'THE SURFACE OF THE GROUND AND IS 86 FEET SOUTHEAST OF A
 FQ0316'WITNESS SIGN POST.
 FQ0316
 FQ0316                          STATION RECOVERY (1958)
 FQ0316
 FQ0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0316'7.0 MI E FROM FLAGSTAFF.
 FQ0316'4.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0316'IN FLAGSTAFF TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 2.2 MILES
 FQ0316'ON A GRAVELED ROAD TO A TRACK ROAD, TURN LEFT AND FOLLOW THE TRACK
 FQ0316'ROAD EAST FOR 0.2 MILE TO A FORK AT A POWERLINE, TURN SHARP LEFT AND
 FQ0316'FOLLOW THE TRACK ROAD NORTH ALONG THE POWERLINE FOR 0.2 MILE, LEAVE
 FQ0316'THE TRACK ROAD AND GO WEST ACROSS COUNTRY FOR 0.2 MILE TO THE HIGHEST
 FQ0316'POINT OF THE RIDGE, 65 FEET SOUTHEAST OF A TRIANGULAR BLAZED PINE
 FQ0316'TREE, 14 FEET EAST OF A WITNESS POST AND CEMENTED IN A DRILL HOLE IN
 FQ0316'BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0316
 FQ0316                          STATION RECOVERY (1984)
 FQ0316
 FQ0316'RECOVERED 1984
 FQ0316'RECOVERED IN GOOD CONDITION.
 FQ0316
 FQ0316                          STATION RECOVERY (2007)
 FQ0316
 FQ0316'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0316'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 FQ0316'CONDITION AS DESCRIBED.
 FQ0316' 
 FQ0316'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF I-40 AND
 FQ0316'COUNTRY CLUB DRIVE, TRAVEL SOUTHEAST ON COUNTRY CLUB DRIVE FOR 1.0
 FQ0316'MILE TO OLD WALNUT CANYON ROAD. TURN LEFT AND TRAVEL SOUTHEAST ON OLD
 FQ0316'WALNUT CANYON ROAD FOR 0.9 MILES TO CAMPBELL MESA RECREATION AREA ON
 FQ0316'THE LEFT AND PARK. PACK 0.2 MILES TO THE HIGHEST POINT OF THE RIDGE
 FQ0316'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1017 ***********************************************************************
 FS1017  DESIGNATION -  TUT
 FS1017  PID         -  FS1017
 FS1017  STATE/COUNTY-  AZ/MOHAVE
 FS1017  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS1017
 FS1017                         *CURRENT SURVEY CONTROL
 FS1017  ___________________________________________________________________
 FS1017* NAD 83(1992)-  35 57 06.13010(N)    114 06 45.87926(W)     ADJUSTED  
 FS1017* NAVD 88     -      1279.2    (meters)    4197.     (feet)  VERTCON   
 FS1017  ___________________________________________________________________
 FS1017  LAPLACE CORR-           9.95  (seconds)                    DEFLEC99
 FS1017  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FS1017  HORZ ORDER  -  FIRST
 FS1017
 FS1017.The horizontal coordinates were established by classical geodetic methods
 FS1017.and adjusted by the National Geodetic Survey in August 1993.
 FS1017
 FS1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1017
 FS1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1017
 FS1017.The geoid height was determined by GEOID03.
 FS1017
 FS1017;                    North         East     Units Scale Factor Converg.
 FS1017;SPC AZ W     -   549,233.564   180,635.824   MT  0.99994652   -0 12 46.7
 FS1017;SPC AZ W     - 1,801,947.39    592,637.22   iFT  0.99994652   -0 12 46.7
 FS1017;UTM  11      - 3,982,445.742   760,414.597   MT  1.00043571   +1 41 45.9
 FS1017
 FS1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1017!SPC AZ W     -   0.99980352  x   0.99994652  =   0.99975005
 FS1017!UTM  11      -   0.99980352  x   1.00043571  =   1.00023915
 FS1017
 FS1017:                Primary Azimuth Mark                     Grid Az
 FS1017:SPC AZ W     -  TUT RM 3                                 079 18 23.5
 FS1017:UTM  11      -  TUT RM 3                                 077 23 50.9
 FS1017
 FS1017|---------------------------------------------------------------------|
 FS1017| PID    Reference Object                     Distance      Geod. Az  |
 FS1017|                                                           dddmmss.s |
 FS1017| CC5788 TUT RM 3                                           0790536.8 |
 FS1017| CC5786 TUT RM 1                              5.858 METERS 12614     |
 FS1017| CC5787 TUT RM 2                             15.852 METERS 25019     |
 FS1017|---------------------------------------------------------------------|
 FS1017
 FS1017                          SUPERSEDED SURVEY CONTROL
 FS1017
 FS1017  NAD 83(1986)-  35 57 06.12330(N)    114 06 45.87688(W) AD(       ) 1
 FS1017  NAD 27      -  35 57 06.16800(N)    114 06 43.01800(W) AD(       ) 1
 FS1017  NGVD 29 (07/19/86) 1278.5    (m)         4195.     (f) VERT ANG    3  
 FS1017
 FS1017.Superseded values are not recommended for survey control.
 FS1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1017.See file dsdata.txt to determine how the superseded data were derived.
 FS1017
 FS1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6041582446(NAD 83)
 FS1017_MARKER: DS = TRIANGULATION STATION DISK
 FS1017_SETTING: 66 = SET IN ROCK OUTCROP
 FS1017
 FS1017  HISTORY     - Date     Condition        Report By
 FS1017  HISTORY     - 1935     MONUMENTED       CGS
 FS1017  HISTORY     - 1945     GOOD             CGS
 FS1017  HISTORY     - 1948     GOOD             USGS
 FS1017  HISTORY     - 1950     GOOD             CGS
 FS1017  HISTORY     - 1951     GOOD             USGS
 FS1017  HISTORY     - 1955     GOOD             CGS
 FS1017  HISTORY     - 1960     GOOD             AMS
 FS1017  HISTORY     - 1974     GOOD             NGS
 FS1017
 FS1017                          STATION DESCRIPTION
 FS1017
 FS1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1017'STATION IS ABOUT 2 MILES (AIR LINE) W OF THE KING TUT MINE,
 FS1017'AND 6 MILES (AIR LINE) NW OF PATTERSONS WELL, AND 4 MILES
 FS1017'SE OF THE COLORADO RIVER AT ITS NEAREST POINT.
 FS1017'
 FS1017'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FS1017'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1017'REFERENCE MARK NO. 3 (AZ. MK.) IS ON THE RIDGE
 FS1017'1/4 MILE E OF STATION.
 FS1017'
 FS1017'REACHED FROM CHLORIDE AS FOLLOWS--GO N ON THE LAS VEGAS ROAD,
 FS1017'13.4 MILES, TURN RIGHT ON THE PATTERSON WELL ROAD AND GO 16.1
 FS1017'MILES, TAKE THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED ROAD,
 FS1017'12.4 MILES, TAKE LEFT FORK (RIGHT FORK GOES TO PATTERSONS
 FS1017'WELL) AND GO 4.5 MILES, TAKE THE LEFT FORK AND GO 2.2 MILES
 FS1017'TO AN OLD MINE PLANT TO THE LEFT OF THE ROAD.  TURN LEFT AND
 FS1017'FOLLOW UP THE RIDGE ABOUT 1/2 MILE TO THE END OF TRUCK TRAVEL
 FS1017'JUST BELOW THE STATION.  FROM THE END OF TRUCK TRAVEL GO W TO THE
 FS1017'HIGHEST POINT OF THE HILL AND STATION.  IT IS 15 MINUTES
 FS1017'PACK.
 FS1017
 FS1017                          STATION RECOVERY (1945)
 FS1017
 FS1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (OSR)
 FS1017'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FS1017'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK AT THIS TIME.
 FS1017'DUE TO CHANGES IN THE ROADS NEW DESCRIPTION FOLLOWS.
 FS1017'
 FS1017'STATION IS LOCATED ABOUT 13 MILES AIRLINE S.W. OF PIERCES
 FS1017'FERRY, ABOUT 6 MILES AIRLINE N.W. OF PATTERSONS WELL, ABOUT 4
 FS1017'MILES AIRLINE S.E. OF THE COLORADO RIVER AT ITS NEAREST POINT,
 FS1017'AND ABOUT 1 MILE AIRLINE W. OF THE PIERCES FERRY ROAD.  IT IS
 FS1017'ON TOP OF THE HIGHEST, MOST POINTED, AND MOST NORTHERLY OF THE
 FS1017'TWO PROMINENT PEAKS W. OF THE ROAD, AND ABOUT 1/2 MILE N. OF
 FS1017'THE OLD MINE WHICH IS LOCATED ON THE E. SIDE OF THE MOST
 FS1017'SOUTHERLY PEAK AND IS VISABLE FROM THE ROAD.
 FS1017'
 FS1017'TO REACH THE STATION FROM BOULDER DAM FOLLOW U.S. HIGHWAY
 FS1017'93 SOUTHEASTERLY FOR 42.65 MILES TO A GRADED GRAVEL ROAD LEFT
 FS1017'(NORTHERLY) AT SIGN PIERCES FERRY (THIS POINT IS ALSO 13.85
 FS1017'MILES AFTER PASSING THE BOULDER INN AND TEXACO SERVICE STATION).
 FS1017'HERE TURN LEFT ACROSS CATTLE GUARD AND FOLLOW MAIN GRAVEL
 FS1017'ROAD NORTHERLY TOWARD PIERCES FERRY FOR 14.45 MILES TO A
 FS1017'CATTLE GUARD.  CROSS GUARD AND CONTINUE ON MAIN ROAD NORTHERLY
 FS1017'FOR 1.9 MILES TO A FORK.  TAKE RIGHT FORK AS PER SIGN PIERCES
 FS1017'FERRY AND GO 6.6 MILES TO A CROSSROAD AND SIGN PIERCES FERRY
 FS1017'32.  CONTINUE STRAIGHT AHEAD AS PER SIGN AND GO 6.25 MILES TO
 FS1017'FORKS AND SIGNS READING PIERCES FERRY 25 AND PATTERSON WELL.
 FS1017'HERE TAKE LEFT FORK AS PER SIGN PIERCES FERRY 25 AND FOLLOW
 FS1017'MAIN ROAD NORTHERLY FOR 6.3 MILES TO SIDE ROAD LEFT (W)
 FS1017'AND MAIL BOX ON LEFT (THIS POINT IS ALSO 1.45 MILES AFTER
 FS1017'PASSING A LARGE HOUSE ON W. SIDE OF ROAD).  HERE TURN
 FS1017'LEFT (W) AND GO ABOUT 50 FEET AND TAKE RIGHT FORK (LEFT
 FS1017'FORK GOES TO MINE) AND FOLLOW MAIN TRACK ROAD UP NARROW WASH
 FS1017'FOR 1.0 MILE TO TOP OF SADDLE BETWEEN TWO PEAKS AND OLD
 FS1017'TORN DOWN CABIN AND END OF TRUCK TRAVEL.
 FS1017'
 FS1017'FROM END OF TRUCK TRAVEL PACK NORTHERLY TO HIGHEST POINT OF
 FS1017'NORTHERLY PEAK AND STATION.  IT IS ABOUT A 15 MINUTE PACK.
 FS1017'
 FS1017'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FS1017'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1017'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ON THE
 FS1017'RIDGE 1/4 MILE E. OF THE STATION.
 FS1017
 FS1017                          STATION RECOVERY (1948)
 FS1017
 FS1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 FS1017'RECOVERED IN GOOD CONDITION.
 FS1017
 FS1017                          STATION RECOVERY (1950)
 FS1017
 FS1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1017'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED
 FS1017'AND IN GOOD CONDITION.
 FS1017'
 FS1017'DIRECTIONS TO REACH THE STATION AS WRITTEN BY O.S.R. IN 1945
 FS1017'WERE FOUND TO BE CORRECT.
 FS1017'
 FS1017'THE STATION WAS NOT OCCUPIED IN 1950 AND THE DISTANCES AND
 FS1017'DIRECTIONS TO THE REFERENCE MARKS WERE NOT RE-MEASURED.
 FS1017
 FS1017                          STATION RECOVERY (1951)
 FS1017
 FS1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 FS1017'RECOVERED IN GOOD CONDITION.
 FS1017
 FS1017                          STATION RECOVERY (1955)
 FS1017
 FS1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1017'RECOVERED - THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 FS1017'AS DESCRIBED BY O.S. RISVOLD IN 1945.  THE DESCRIPTION IS ADEQUATE
 FS1017'AND CORRECT.
 FS1017
 FS1017                          STATION RECOVERY (1960)
 FS1017
 FS1017'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 FS1017'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 FS1017'DESCRIBED.
 FS1017
 FS1017                          STATION RECOVERY (1974)
 FS1017
 FS1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JMK)
 FS1017'ALL MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0317 ***********************************************************************
 FQ0317  DESIGNATION -  TUT RM 1
 FQ0317  PID         -  FQ0317
 FQ0317  STATE/COUNTY-  AZ/COCONINO
 FQ0317  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0317
 FQ0317                         *CURRENT SURVEY CONTROL
 FQ0317  ___________________________________________________________________
 FQ0317* NAD 83(1986)-  35 12 07.     (N)    111 33 50.     (W)     SCALED    
 FQ0317* NAVD 88     -      2098.440  (meters)    6884.63   (feet)  POSTED    
 FQ0317  ___________________________________________________________________
 FQ0317  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0317  DYNAMIC HT  -        2095.450 (meters)    6874.82  (feet)  COMP
 FQ0317  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 FQ0317
 FQ0317  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0317
 FQ0317.The horizontal coordinates were scaled from a topographic map and have
 FQ0317.an estimated accuracy of +/- 6 seconds.
 FQ0317
 FQ0317.The orthometric height was determined by differential leveling
 FQ0317.and adjusted by the  in 1992.
 FQ0317.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0317.was located on a no-check spur therefore a value was not computed.
 FQ0317.No vertical observational check was made to the station.
 FQ0317
 FQ0317.The geoid height was determined by GEOID03.
 FQ0317
 FQ0317.The dynamic height is computed by dividing the NAVD 88
 FQ0317.geopotential number by the normal gravity value computed on the
 FQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0317.degrees latitude (g = 980.6199 gals.).
 FQ0317
 FQ0317.The modeled gravity was interpolated from observed gravity values.
 FQ0317
 FQ0317;                    North         East    Units  Estimated Accuracy
 FQ0317;SPC AZ C     -   466,030.      245,480.      MT  (+/- 180 meters Scaled)
 FQ0317
 FQ0317                          SUPERSEDED SURVEY CONTROL
 FQ0317
 FQ0317  NGVD 29 (??/??/92) 2097.408  (m)         6881.25   (f) ADJ UNCH    2 0
 FQ0317
 FQ0317.Superseded values are not recommended for survey control.
 FQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0317.See file dsdata.txt to determine how the superseded data were derived.
 FQ0317
 FQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD486955(NAD 83)
 FQ0317_MARKER: DR = REFERENCE MARK DISK
 FQ0317_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0317_SP_SET: BEDROCK
 FQ0317_STAMPING: TUT NO 1 1958
 FQ0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0317+STABILITY: POSITION/ELEVATION WELL
 FQ0317
 FQ0317  HISTORY     - Date     Condition        Report By
 FQ0317  HISTORY     - 1958     MONUMENTED       CGS
 FQ0317  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0317
 FQ0317                          STATION DESCRIPTION
 FQ0317
 FQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0317'7.0 MI E FROM FLAGSTAFF.
 FQ0317'4.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0317'IN FLAGSTAFF TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 2.2 MILES
 FQ0317'ON A GRAVELED ROAD TO A TRACK ROAD, TURN LEFT AND FOLLOW THE TRACK
 FQ0317'ROAD EAST FOR 0.2 MILE TO A FORK AT A POWERLINE, TURN SHARP LEFT AND
 FQ0317'FOLLOW THE TRACK ROAD NORTH ALONG THE POWERLINE FOR 0.2 MILE, LEAVE
 FQ0317'THE TRACK ROAD AND GO WEST ACROSS COUNTRY FOR 0.2 MILE TO THE HIGHEST
 FQ0317'POINT OF THE RIDGE, 89 FEET NORTH OF A WITNESS POST, 33 FEET NORTHEAST
 FQ0317'OF A TRIANGULAR BLAZED PINE TREE AND CEMENTED IN A DRILL HOLE IN
 FQ0317'BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0317
 FQ0317                          STATION RECOVERY (2007)
 FQ0317
 FQ0317'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0317'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 FQ0317'33 12 08.6 (N)   111 33 50.6 (W)  (NAD 83).
 FQ0317' 
 FQ0317'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF I-40 AND
 FQ0317'COUNTRY CLUB DRIVE, TRAVEL SOUTHEAST ON COUNTRY CLUB DRIVE FOR 1.0
 FQ0317'MILE TO OLD WALNUT CANYON ROAD. TURN LEFT AND TRAVEL SOUTHEAST ON OLD
 FQ0317'WALNUT CANYON ROAD FOR 0.9 MILES TO CAMPBELL MESA RECREATION AREA ON
 FQ0317'THE LEFT AND PARK. PACK 0.2 MILES TO THE HIGHEST POINT OF THE RIDGE
 FQ0317'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0318 ***********************************************************************
 FQ0318  DESIGNATION -  TUT RM 2
 FQ0318  PID         -  FQ0318
 FQ0318  STATE/COUNTY-  AZ/COCONINO
 FQ0318  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0318
 FQ0318                         *CURRENT SURVEY CONTROL
 FQ0318  ___________________________________________________________________
 FQ0318* NAD 83(1986)-  35 12 07.     (N)    111 33 50.     (W)     SCALED    
 FQ0318* NAVD 88     -      2097.211  (meters)    6880.60   (feet)  POSTED    
 FQ0318  ___________________________________________________________________
 FQ0318  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0318  DYNAMIC HT  -        2094.220 (meters)    6870.79  (feet)  COMP
 FQ0318  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 FQ0318
 FQ0318  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FQ0318
 FQ0318.The horizontal coordinates were scaled from a topographic map and have
 FQ0318.an estimated accuracy of +/- 6 seconds.
 FQ0318
 FQ0318.The orthometric height was determined by differential leveling
 FQ0318.and adjusted by the  in 1992.
 FQ0318.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FQ0318.was located on a no-check spur therefore a value was not computed.
 FQ0318.No vertical observational check was made to the station.
 FQ0318
 FQ0318.The geoid height was determined by GEOID03.
 FQ0318
 FQ0318.The dynamic height is computed by dividing the NAVD 88
 FQ0318.geopotential number by the normal gravity value computed on the
 FQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0318.degrees latitude (g = 980.6199 gals.).
 FQ0318
 FQ0318.The modeled gravity was interpolated from observed gravity values.
 FQ0318
 FQ0318;                    North         East    Units  Estimated Accuracy
 FQ0318;SPC AZ C     -   466,030.      245,480.      MT  (+/- 180 meters Scaled)
 FQ0318
 FQ0318                          SUPERSEDED SURVEY CONTROL
 FQ0318
 FQ0318  NGVD 29 (??/??/92) 2096.179  (m)         6877.21   (f) ADJ UNCH    2 0
 FQ0318
 FQ0318.Superseded values are not recommended for survey control.
 FQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0318.See file dsdata.txt to determine how the superseded data were derived.
 FQ0318
 FQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD486955(NAD 83)
 FQ0318_MARKER: DR = REFERENCE MARK DISK
 FQ0318_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0318_SP_SET: BEDROCK
 FQ0318_STAMPING: TUT NO 2 1958
 FQ0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0318+STABILITY: POSITION/ELEVATION WELL
 FQ0318
 FQ0318  HISTORY     - Date     Condition        Report By
 FQ0318  HISTORY     - 1958     MONUMENTED       CGS
 FQ0318  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0318
 FQ0318                          STATION DESCRIPTION
 FQ0318
 FQ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0318'7.0 MI E FROM FLAGSTAFF.
 FQ0318'4.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0318'IN FLAGSTAFF TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 2.2 MILES
 FQ0318'ON A GRAVELED ROAD TO A TRACK ROAD, TURN LEFT AND FOLLOW THE TRACK
 FQ0318'ROAD EAST FOR 0.2 MILE TO A FORK AT A POWERLINE, TURN SHARP LEFT AND
 FQ0318'FOLLOW THE TRACK ROAD NORTH ALONG THE POWERLINE FOR 0.2 MILE, LEAVE
 FQ0318'THE TRACK ROAD AND GO WEST ACROSS COUNTRY FOR 0.2 MILE TO THE HIGHEST
 FQ0318'POINT OF THE RIDGE, 86 FEET SOUTHEAST OF A WITNESS POST AND CEMENTED
 FQ0318'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0318
 FQ0318                          STATION RECOVERY (2007)
 FQ0318
 FQ0318'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0318'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 FQ0318'35 12 07.6 (N)   111 33 49.4 (W)  (NAD 83).
 FQ0318' 
 FQ0318'NEW TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF I-40 AND
 FQ0318'COUNTRY CLUB DRIVE, TRAVEL SOUTHEAST ON COUNTRY CLUB DRIVE FOR 1.0
 FQ0318'MILE TO OLD WALNUT CANYON ROAD. TURN LEFT AND TRAVEL SOUTHEAST ON OLD
 FQ0318'WALNUT CANYON ROAD FOR 0.9 MILES TO CAMPBELL MESA RECREATION AREA ON
 FQ0318'THE LEFT AND PARK. PACK 0.2 MILES TO THE HIGHEST POINT OF THE RIDGE
 FQ0318'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0727 ***********************************************************************
 DT0727  DESIGNATION -  TUTT
 DT0727  PID         -  DT0727
 DT0727  STATE/COUNTY-  AZ/GREENLEE
 DT0727  USGS QUAD   -  BEAVERHEAD (1991)
 DT0727
 DT0727                         *CURRENT SURVEY CONTROL
 DT0727  ___________________________________________________________________
 DT0727* NAD 83(1992)-  33 43 06.32979(N)    109 12 08.49483(W)     ADJUSTED  
 DT0727* NAVD 88     -      2578.8    (meters)    8461.     (feet)  VERTCON   
 DT0727  ___________________________________________________________________
 DT0727  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DT0727  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DT0727  HORZ ORDER  -  SECOND
 DT0727
 DT0727.The horizontal coordinates were established by classical geodetic methods
 DT0727.and adjusted by the National Geodetic Survey in August 1993.
 DT0727
 DT0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0727
 DT0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0727
 DT0727.The geoid height was determined by GEOID03.
 DT0727
 DT0727;                    North         East     Units Scale Factor Converg.
 DT0727;SPC AZ E     -   301,842.227   302,732.857   MT  0.99999844   +0 32 07.2
 DT0727;SPC AZ E     -   990,296.02    993,218.03   iFT  0.99999844   +0 32 07.2
 DT0727;UTM  12      - 3,732,386.979   666,564.497   MT  0.99994203   +0 59 53.2
 DT0727
 DT0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0727!SPC AZ E     -   0.99959890  x   0.99999844  =   0.99959734
 DT0727!UTM  12      -   0.99959890  x   0.99994203  =   0.99954096
 DT0727
 DT0727:                Primary Azimuth Mark                     Grid Az
 DT0727:SPC AZ E     -  ESCUDILLA                                015 49 41.8
 DT0727:UTM  12      -  ESCUDILLA                                015 21 55.8
 DT0727
 DT0727|---------------------------------------------------------------------|
 DT0727| PID    Reference Object                     Distance      Geod. Az  |
 DT0727|                                                           dddmmss.s |
 DT0727| DT0715 ESCUDILLA                           APPROX.26.5 KM 0162149.0 |
 DT0727| CD3770 TUTT RM 1                             7.627 METERS 27348     |
 DT0727| CD3771 TUTT RM 2                            10.996 METERS 35233     |
 DT0727|---------------------------------------------------------------------|
 DT0727
 DT0727                          SUPERSEDED SURVEY CONTROL
 DT0727
 DT0727  NAD 83(1986)-  33 43 06.32815(N)    109 12 08.49600(W) AD(       ) 2
 DT0727  NAD 27      -  33 43 06.13542(N)    109 12 06.22485(W) AD(       ) 2
 DT0727  NGVD 29 (07/19/86) 2577.7    (m)         8457.     (f) VERT ANG    3  
 DT0727
 DT0727.Superseded values are not recommended for survey control.
 DT0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0727.See file dsdata.txt to determine how the superseded data were derived.
 DT0727
 DT0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6656432387(NAD 83)
 DT0727_MARKER: DD = SURVEY DISK
 DT0727_SETTING: 66 = SET IN ROCK OUTCROP
 DT0727_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0727+STABILITY: POSITION/ELEVATION WELL
 DT0727
 DT0727  HISTORY     - Date     Condition        Report By
 DT0727  HISTORY     - 1978     MONUMENTED       AZDT
 DT0727
 DT0727                          STATION DESCRIPTION
 DT0727
 DT0727'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 DT0727'THE STATION IS ABOUT 9.5 MILES WEST SOUTHWEST OF ALPINE AND 1100
 DT0727'FEET WEST OF U.S. HWY. 666 ON THE END OF A PROMINENT EAST-WEST
 DT0727'RIDGE.
 DT0727'
 DT0727'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED TUTT 1978 AND IS
 DT0727'EPOXIED IN A DRILL HOLE IN ROCK OUTCROP.  STATION IS MARKED WITH
 DT0727'A WITNESS POST AND SIGN 6 FEET TO WEST.
 DT0727'
 DT0727'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED TUTT
 DT0727'RM 1 1978 AND IS EPOXIED TO A ROCK.
 DT0727'
 DT0727'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED TUTT
 DT0727'RM 2 1978 EPOXIED TO A ROCK.
 DT0727'
 DT0727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180 AND
 DT0727'666 IN ALPINE, TRAVEL SOUTH ON HWY. 666 FOR 12.7 MILES TO MILE POST
 DT0727'241.47 AND A ROAD TURNOUT ON THE RIGHT, TURN RIGHT INTO TIMBER
 DT0727'FOR ABOUT 200 FEET AND END OF TRUCK TRAVEL, PACK WESTERLY UP NOSE
 DT0727'OF A RIDGE TO A ROCK LEDGE WHICH IS ABOUT 2/3 OF THE WAY UP THE
 DT0727'EAST END OF RIDGE.  ABOUT A 20 MINUTE PACK.
 DT0727'
 DT0727'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2092 ***********************************************************************
 AB2092  DESIGNATION -  TUVI
 AB2092  PID         -  AB2092
 AB2092  STATE/COUNTY-  AZ/COCONINO
 AB2092  USGS QUAD   -  JOHN DAW MESA (1970)
 AB2092
 AB2092                         *CURRENT SURVEY CONTROL
 AB2092  ___________________________________________________________________
 AB2092* NAD 83(2007)-  36 17 54.89058(N)    110 45 53.46914(W)     ADJUSTED  
 AB2092* NAVD 88     -      1934.8    (meters)    6348.     (feet)  GPS OBS   
 AB2092  ___________________________________________________________________
 AB2092  EPOCH DATE  -        2007.00
 AB2092  X           -  -1,825,137.038 (meters)                     COMP
 AB2092  Y           -  -4,813,600.206 (meters)                     COMP
 AB2092  Z           -   3,756,076.912 (meters)                     COMP
 AB2092  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 AB2092  ELLIP HEIGHT-        1913.064 (meters)          (02/10/07) ADJUSTED
 AB2092  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 AB2092
 AB2092  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2092  Type    PID    Designation                      North   East  Ellip
 AB2092  -------------------------------------------------------------------
 AB2092  NETWORK AB2092 TUVI                              1.29   1.18   5.08
 AB2092  -------------------------------------------------------------------
 AB2092
 AB2092.The horizontal coordinates were established by GPS observations
 AB2092.and adjusted by the National Geodetic Survey in February 2007.
 AB2092
 AB2092.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2092.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2092.The horizontal coordinates are valid at the epoch date displayed above.
 AB2092.The epoch date for horizontal control is a decimal equivalence
 AB2092.of Year/Month/Day.
 AB2092
 AB2092.The orthometric height was determined by GPS observations and a
 AB2092.high-resolution geoid model.
 AB2092
 AB2092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2092
 AB2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2092
 AB2092.The ellipsoidal height was determined by GPS observations
 AB2092.and is referenced to NAD 83.
 AB2092
 AB2092.The geoid height was determined by GEOID03.
 AB2092
 AB2092;                    North         East     Units Scale Factor Converg.
 AB2092;SPC AZ C     -   588,256.244   316,810.681   MT  1.00003182   +0 40 54.9
 AB2092;SPC AZ C     - 1,929,974.55  1,039,405.12   iFT  1.00003182   +0 40 54.9
 AB2092;UTM  12      - 4,017,091.894   521,113.122   MT  0.99960549   +0 08 21.1
 AB2092
 AB2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2092!SPC AZ C     -   0.99969985  x   1.00003182  =   0.99973166
 AB2092!UTM  12      -   0.99969985  x   0.99960549  =   0.99930545
 AB2092
 AB2092                          SUPERSEDED SURVEY CONTROL
 AB2092
 AB2092  NAD 83(1992)-  36 17 54.89002(N)    110 45 53.46839(W) AD(       ) 1
 AB2092  ELLIP H (03/15/96) 1913.119  (m)                       GP(       ) 4 1
 AB2092
 AB2092.Superseded values are not recommended for survey control.
 AB2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2092.See file dsdata.txt to determine how the superseded data were derived.
 AB2092
 AB2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF2111317092(NAD 83)
 AB2092_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2092_SETTING: 66 = SET IN ROCK OUTCROP
 AB2092_STAMPING: TUVI 1995
 AB2092_MARK LOGO: NGS   
 AB2092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2092+STABILITY: POSITION/ELEVATION WELL
 AB2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2092+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2092
 AB2092  HISTORY     - Date     Condition        Report By
 AB2092  HISTORY     - 1995     MONUMENTED       NGS
 AB2092
 AB2092                          STATION DESCRIPTION
 AB2092
 AB2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 AB2092'THE STATION IS LOCATED ABOUT 27 MI (43.5 KM) NORTHEAST OF TUBA CITY
 AB2092'AND ABOUT 11 MI (17.7 KM) EAST OF RED LAKE ON A ROCKY OUTCROPPING AND
 AB2092'HIGH GROUND ON THE MESA TOP NORTH OF BLUE CANYON AND SOUTH OF COAL
 AB2092'SPRING CANYON ON HOPI INDIAN RESERVATION LAND.  TO REACH THE STATION
 AB2092'FROM THE TURNOFF FOR THE VILLAGE OF KYKOTSMOVI (AKA ORAIBI) FROM AZ
 AB2092'HIGHWAY 264, GO WEST ON AZ 264 FOR 5.8 MI (9.3 KM) TO THE TURNOFF FOR
 AB2092'THE VILLAGE OF HOTEVILLA.  CONTINUE WEST FOR 12.3 MI (19.8 KM) TO A
 AB2092'WIDE DIRT ROAD, INDIAN ROUTE 7, ON THE RIGHT.  THIS INTERSECTION IS
 AB2092'0.4 MI (0.6 KM) WEST OF MILEPOST 356.  TURN RIGHT, NORTH, AND GO 0.5
 AB2092'MI (0.8 KM) TO THE HIGH TENSION POWER LINE.  CONTINUE NORTH FOR 3.2 MI
 AB2092'(5.1 KM) TO A Y INTERSECTION WITH A ROAD ON THE RIGHT.  STAY LEFT AND
 AB2092'CONTINUE NORTH ON THE MAIN DIRT ROAD FOR 1.0 MI (1.6 KM) TO A
 AB2092'CATTLEGUARD.  CONTINUE 2.0 MI (3.2 KM) TO A CATTLEGUARD.  CONTINUE
 AB2092'NORTHWEST 4.0 MI (6.4 KM) TO A CATTLEGUARD THEN ANOTHER 2.1 MI (3.4
 AB2092'KM) TO ANOTHER CATTLEGUARD.  CONTINUE NORTH FOR 1.0 MI (1.6 KM) ,
 AB2092'DROPPING DOWN INTO BLUE CANYON, TO A CROSSING OF THE MAIN WASH OF BLUE
 AB2092'CANYON.  CONTINUE GENERALLY NORTH FOR 2.0 MI (3.2 KM) , TO THE TOP OF
 AB2092'THE HILL, AFTER CLIMBING UP OUT OF BLUE CANYON, AND A FENCE AND
 AB2092'CATTLEGUARD.  CONTINUE NORTH FOR 4.8 MI (7.7 KM) TO A DIRT CROSSROAD
 AB2092'RUNNING ALONG A BURIED COAL SLURRY PIPELINE THAT IS MARKED WITH SIGNS.
 AB2092'TURN RIGHT, EAST, AND FOLLOW ALONG THE PIPELINE ROAD FOR 2.3 MI (3.7
 AB2092'KM) TO A T INTERSECTION WITH A ROAD AND A CATTLEGUARD ON THE LEFT.
 AB2092'TURN RIGHT, EAST, CLIMBING A GRADE UP THE SIDE OF THE MESA FOR 0.2 MI
 AB2092'(0.3 KM) TO A CATTLEGUARD.  CONTINUE EAST, UP THE HILL, FOR 0.5 MI
 AB2092'(0.8 KM) TO A Y INTERSECTION WITH A ROAD ON THE LEFT. CONTINUE
 AB2092'STRAIGHT, EAST, AND GO 4.5 MI (7.2 KM) TO AN INTERSECTION WITH TWO
 AB2092'ROADS ON THE RIGHT AND ONE ON THE LEFT.  CONTINUE STRAIGHT, NORTHEAST,
 AB2092'FOR 1.7 MI (2.7 KM) TO A GATE ACROSS THE ROAD.  PASS THROUGH THE GATE
 AB2092'AND CONTINUE STRAIGHT, NORTHEAST, FOR 1.6 MI (2.6 KM) TO A ROCK
 AB2092'OUTCROP ON THE LEFT, THAT IS ABOUT 10 M (32.8 FT) ABOVE THE LEVEL OF
 AB2092'THE ROAD, JUST NORTH OF THE ROAD, AND THE STATION ON TOP OF THE
 AB2092'OUTCROP.  THE OUTCROP IS REACHED JUST BEFORE THE ROAD AND FENCELINE
 AB2092'DOGLEG FROM A NORTHEAST TO EAST DIRECTION AT A POINT WHERE THERE ARE A
 AB2092'GATE AND ROAD ON THE LEFT.  THE STATION IS AN NGS DISK THAT IS STAMPED
 AB2092'--- TUVI 1995 --- AND SET IN A ROCKY SANDSTONE OUTCROP WITH SEVERAL
 AB2092'LARGE SANDSTONE BLOCKS THAT HAVE FRACTURED OFF THE OUTCROP.  IT IS
 AB2092'ABOUT 2 M (6.6 FT) NORTH OF THE SOUTH EDGE OF THE ROCKY OUTCROP AND
 AB2092'27.7 M (90.9 FT) (SLOPE) NORTH OF THE FENCE ALONG THE ROAD.  THE
 AB2092'STATION IS ABOUT 10 M (32.8 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA9895 ***********************************************************************
 AA9895  DESIGNATION -  TUVOYLA
 AA9895  PID         -  AA9895
 AA9895  STATE/COUNTY-  AZ/NAVAJO
 AA9895  USGS QUAD   -  KYKOTSMOVI (1991)
 AA9895
 AA9895                         *CURRENT SURVEY CONTROL
 AA9895  ___________________________________________________________________
 AA9895* NAD 83(2007)-  35 52 48.51638(N)    110 36 40.03631(W)     ADJUSTED  
 AA9895* NAVD 88     -      1720.0    (meters)    5643.     (feet)  GPS OBS   
 AA9895  ___________________________________________________________________
 AA9895  EPOCH DATE  -        2007.00
 AA9895  X           -  -1,821,784.147 (meters)                     COMP
 AA9895  Y           -  -4,843,923.170 (meters)                     COMP
 AA9895  Z           -   3,718,419.419 (meters)                     COMP
 AA9895  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 AA9895  ELLIP HEIGHT-        1697.778 (meters)          (02/10/07) ADJUSTED
 AA9895  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 AA9895
 AA9895  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9895  Type    PID    Designation                      North   East  Ellip
 AA9895  -------------------------------------------------------------------
 AA9895  NETWORK AA9895 TUVOYLA                           0.71   0.57   2.55
 AA9895  -------------------------------------------------------------------
 AA9895
 AA9895.The horizontal coordinates were established by GPS observations
 AA9895.and adjusted by the National Geodetic Survey in February 2007.
 AA9895
 AA9895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9895.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9895.The horizontal coordinates are valid at the epoch date displayed above.
 AA9895.The epoch date for horizontal control is a decimal equivalence
 AA9895.of Year/Month/Day.
 AA9895
 AA9895.The orthometric height was determined by GPS observations and a
 AA9895.high-resolution geoid model.
 AA9895
 AA9895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9895
 AA9895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9895
 AA9895.The ellipsoidal height was determined by GPS observations
 AA9895.and is referenced to NAD 83.
 AA9895
 AA9895.The geoid height was determined by GEOID03.
 AA9895
 AA9895;                    North         East     Units Scale Factor Converg.
 AA9895;SPC AZ E     -   541,306.415   173,229.676   MT  0.99991984   -0 15 37.8
 AA9895;SPC AZ E     - 1,775,939.68    568,338.83   iFT  0.99991984   -0 15 37.8
 AA9895;UTM  12      - 3,970,724.559   535,101.765   MT  0.99961518   +0 13 40.5
 AA9895
 AA9895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9895!SPC AZ E     -   0.99973360  x   0.99991984  =   0.99965346
 AA9895!UTM  12      -   0.99973360  x   0.99961518  =   0.99934888
 AA9895
 AA9895                          SUPERSEDED SURVEY CONTROL
 AA9895
 AA9895  ELLIP H (10/21/02) 1697.781  (m)                       GP(       ) 4 2
 AA9895  NAD 83(1992)-  35 52 48.51551(N)    110 36 40.03578(W) AD(       ) B
 AA9895  ELLIP H (02/05/96) 1697.827  (m)                       GP(       ) 1 1
 AA9895
 AA9895.Superseded values are not recommended for survey control.
 AA9895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9895.See file dsdata.txt to determine how the superseded data were derived.
 AA9895
 AA9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE3510270725(NAD 83)
 AA9895_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9895_STAMPING: TUVOYLA 1995
 AA9895_MARK LOGO: NGS   
 AA9895_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9895+STABILITY: SURFACE MOTION
 AA9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9895+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1995
 AA9895
 AA9895  HISTORY     - Date     Condition        Report By
 AA9895  HISTORY     - 1995     MONUMENTED       NGS
 AA9895  HISTORY     - 19950906 GOOD             NGS
 AA9895  HISTORY     - 19950912 GOOD             NGS
 AA9895
 AA9895                          STATION DESCRIPTION
 AA9895
 AA9895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (PJT)
 AA9895'THE STATION IS LOCATED ON THE NORTH EDGE OF THE VILLAGE OF KYKOTSMOVI
 AA9895'JUST NORTH OF ARIZONA HIGHWAY 264 IN THE YARD OF A BUILDING ON HOPI
 AA9895'INDIAN RESERVATION LAND.  TO REACH THE STATION FROM THE TURNOFF FOR
 AA9895'KYKOTSMOVI FROM ARIZONA HIGHWAY 264, HEAD NORTH, AWAY FROM KYKOTSMOVI,
 AA9895'ON THE DIRT ROAD, INDIAN ROUTE 22, FOR 0.1 MI (0.2 KM) TO A DIRT
 AA9895'DRIVEWAY ON THE RIGHT HEADING TOWARDS A ONE-STORY CINDER BLOCK
 AA9895'BUILDING WITH A LARGE VACANT LOT IN FRONT.  TURN RIGHT, EAST, AND GO
 AA9895'30 M (98.4 FT) TO THE STATION ON THE LEFT.  THE STATION IS AN NGS
 AA9895'HORIZONTAL CONTROL DISK STAMPED--- TUVOYLA 1995 --- THAT IS SET IN THE
 AA9895'TOP OF A 0.5 M (1.6 FT) DIAMETER CONCRETE POST THAT IS FLUSH WITH THE
 AA9895'GROUND.  THE STATION IS 10.1 M (33.1 FT) NORTH-NORTHWEST FROM THE
 AA9895'CORNER OF A CINDER BLOCK BUILDING, 14.8 M (48.6 FT) NORTH OF A 5 M
 AA9895'(16.4 FT) TALL UTILITY POLE WITH A YARD LIGHT, AND 35 M (114.8 FT)
 AA9895'SOUTHEAST OF THE CENTERLINE OF INDIAN ROUTE 22.
 AA9895
 AA9895                          STATION RECOVERY (1995)
 AA9895
 AA9895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 AA9895'THE STATION IS LOCATED ON THE NORTH EDGE OF THE VILLAGE OF KYKOTSMOVI
 AA9895'JUST NORTH OF ARIZONA HIGHWAY 264 IN THE YARD OF A BUILDING ON HOPI
 AA9895'INDIAN RESERVATION LAND.  TO REACH THE STATION FROM THE TURNOFF FOR
 AA9895'KYKOTSMOVI FROM ARIZONA HIGHWAY 264, HEAD NORTH, AWAY FROM KYKOTSMOVI,
 AA9895'ON THE DIRT ROAD, INDIAN ROUTE 22, FOR 0.1 MI (0.2 KM) TO A DIRT
 AA9895'DRIVEWAY ON THE RIGHT HEADING TOWARDS A ONE-STORY CINDER BLOCK
 AA9895'BUILDING WITH A LARGE VACANT LOT IN FRONT.  TURN RIGHT, EAST, AND GO
 AA9895'30 M (98.4 FT) TO THE STATION ON THE LEFT.  THE STATION IS AN NGS
 AA9895'HORIZONTAL CONTROL DISK STAMPED --- TUVOYLA 1995 --- THAT IS SET IN
 AA9895'THE TOP OF A 0.5 M (1.6 FT) DIAMETER CONCRETE POST THAT IS FLUSH WITH
 AA9895'THE GROUND.  THE STATION IS 10.1 M (33.1 FT) NORTH-NORTHWEST FROM THE
 AA9895'CORNER OF A CINDER BLOCK BUILDING, 14.8 M (48.6 FT) NORTH OF A 5 M
 AA9895'(16.4 FT) TALL UTILITY POLE WITH A YARD LIGHT, AND 35 M (114.8 FT)
 AA9895'SOUTHEAST OF THE CENTERLINE OF INDIAN ROUTE 22.
 AA9895
 AA9895                          STATION RECOVERY (1995)
 AA9895
 AA9895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA9895'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4645 ***********************************************************************
 DK4645  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4645  DESIGNATION -  TWEEDY
 DK4645  PID         -  DK4645
 DK4645  STATE/COUNTY-  AZ/PINAL
 DK4645  USGS QUAD   -  ELOY NW (1981)
 DK4645
 DK4645                         *CURRENT SURVEY CONTROL
 DK4645  ___________________________________________________________________
 DK4645* NAD 83(2007)-  32 40 31.72064(N)    111 40 19.72649(W)     ADJUSTED  
 DK4645* NAVD 88     -       474.15   (meters)    1555.6    (feet)  GPS OBS   
 DK4645  ___________________________________________________________________
 DK4645  EPOCH DATE  -        2007.00
 DK4645  X           -  -1,984,726.046 (meters)                     COMP
 DK4645  Y           -  -4,994,462.480 (meters)                     COMP
 DK4645  Z           -   3,423,959.191 (meters)                     COMP
 DK4645  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DK4645  ELLIP HEIGHT-         443.909 (meters)          (04/23/08) ADJUSTED
 DK4645  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DK4645  HORZ ORDER  -  B
 DK4645  ELLP ORDER  -  FOURTH    CLASS I
 DK4645
 DK4645.The horizontal coordinates were established by GPS observations
 DK4645.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4645
 DK4645.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4645.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4645.The horizontal coordinates are valid at the epoch date displayed above.
 DK4645.The epoch date for horizontal control is a decimal equivalence
 DK4645.of Year/Month/Day.
 DK4645
 DK4645.The orthometric height was determined by GPS observations and a
 DK4645.high-resolution geoid model.
 DK4645.The orthometric height was determined by GPS observations and a
 DK4645.high-resolution geoid model using precise GPS observation and
 DK4645.processing techniques.
 DK4645
 DK4645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4645
 DK4645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4645
 DK4645.The ellipsoidal height was determined by GPS observations
 DK4645.and is referenced to NAD 83.
 DK4645
 DK4645.The geoid height was determined by GEOID03.
 DK4645
 DK4645;                    North         East     Units Scale Factor Converg.
 DK4645;SPC AZ C     -   185,791.554   236,292.243   MT  0.99990648   +0 07 55.2
 DK4645;SPC AZ C     -   609,552.34    775,237.02   iFT  0.99990648   +0 07 55.2
 DK4645;UTM  12      - 3,615,510.901   436,981.437   MT  0.99964897   -0 21 46.4
 DK4645
 DK4645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4645!SPC AZ C     -   0.99993031  x   0.99990648  =   0.99983679
 DK4645!UTM  12      -   0.99993031  x   0.99964897  =   0.99957930
 DK4645
 DK4645                          SUPERSEDED SURVEY CONTROL
 DK4645
 DK4645.No superseded survey control is available for this station.
 DK4645
 DK4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3698115511(NAD 83)
 DK4645_MARKER: DD = SURVEY DISK
 DK4645_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4645_STAMPING: TWEEDY 2006 CITY OF ELOY CONTROL POINT
 DK4645_MARK LOGO: NONE  
 DK4645_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4645+STABILITY: SURFACE MOTION
 DK4645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4645+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4645
 DK4645  HISTORY     - Date     Condition        Report By
 DK4645  HISTORY     - 20060830 MONUMENTED       PSOMAS
 DK4645
 DK4645                          STATION DESCRIPTION
 DK4645
 DK4645'DESCRIBED BY PSOMAS AND ASSOCIATES 2006
 DK4645'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHWEST OF ELOY, 8.3 MI
 DK4645'(13.4 KM) SOUTHEAST OF CHUICHU AND 8.1 MI (13.1 KM) WEST-NORTHWEST OF
 DK4645'FRIENDLY CORNERS IN SECTION 36, T 8 SOUTH, R 6 EAST, GILA AND SALT
 DK4645'RIVER MERIDIAN.
 DK4645' 
 DK4645'OWNERSHIP--CENTRAL ARIZONA IRRIGATION AND DRAINAGE DISTRICT.
 DK4645' 
 DK4645'TO REACH STATION TWEEDY FROM THE INTERSECTION OF SUNLAND GIN ROAD AND
 DK4645'INTERSTATE 10, HEAD SOUTH ON SUNLAND GIN ROAD 9.2 MI (14.8 KM) TO
 DK4645'HARMON ROAD.  THE STATION IS AT THE NORTHWEST CORNER OF THE
 DK4645'INTERSECTION OF SUNLAND GIN ROAD AND HARMON ROAD AND INSIDE THE FENCE
 DK4645'FOR THE CENTRAL ARIZONA IRRIGATION DRAINAGE DISTRICT.  THE STATION IS
 DK4645'33 FT (10.1 M) NORTH OF THE CENTERLINE OF HARMON ROAD, 57 FT (17.4 M)
 DK4645'WEST OF THE CENTERLINE OF SUNLAND GIN ROAD, 25.5 FT (7.8 M)
 DK4645'WEST-NORTHWEST OF A FENCE CORNER, 3 FT (0.9 M) NORTH OF A FENCE LINE,
 DK4645'AND 16.5 FT (5.0 M) NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0455 ***********************************************************************
 DV0455  DESIGNATION -  TWIN
 DV0455  PID         -  DV0455
 DV0455  STATE/COUNTY-  AZ/MARICOPA
 DV0455  USGS QUAD   -  FOWLER (1982)
 DV0455
 DV0455                         *CURRENT SURVEY CONTROL
 DV0455  ___________________________________________________________________
 DV0455* NAD 83(1992)-  33 24 00.66876(N)    112 14 12.86885(W)     ADJUSTED  
 DV0455* NAVD 88     -       299.55   (+/-2cm)     982.8    (feet)  VERTCON   
 DV0455  ___________________________________________________________________
 DV0455  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DV0455  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV0455  HORZ ORDER  -  SECOND
 DV0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0455
 DV0455.The horizontal coordinates were established by classical geodetic methods
 DV0455.and adjusted by the National Geodetic Survey in August 1993.
 DV0455
 DV0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0455.The vertical order pertains to the NGVD 29 superseded value.
 DV0455
 DV0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0455
 DV0455.The geoid height was determined by GEOID03.
 DV0455
 DV0455;                    North         East     Units Scale Factor Converg.
 DV0455;SPC AZ C     -   266,176.744   183,571.170   MT  0.99991094   -0 10 34.6
 DV0455;SPC AZ C     -   873,283.28    602,267.62   iFT  0.99991094   -0 10 34.6
 DV0455;UTM  12      - 3,696,336.546   384,974.104   MT  0.99976312   -0 40 51.5
 DV0455
 DV0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0455!SPC AZ C     -   0.99995771  x   0.99991094  =   0.99986866
 DV0455!UTM  12      -   0.99995771  x   0.99976312  =   0.99972084
 DV0455
 DV0455:                Primary Azimuth Mark                     Grid Az
 DV0455:SPC AZ C     -  PHOENIX W COTTON PROD CO TANK            056 47 40.2
 DV0455:UTM  12      -  PHOENIX W COTTON PROD CO TANK            057 17 57.1
 DV0455
 DV0455|---------------------------------------------------------------------|
 DV0455| PID    Reference Object                     Distance      Geod. Az  |
 DV0455|                                                           dddmmss.s |
 DV0455| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 7.6 KM 0563705.6 |
 DV0455| DV2097 PHOENIX PUB SER CO TANK             APPROX. 9.0 KM 0581037.4 |
 DV0455| DV0456 TWIN RM 2                             6.497 METERS 10203     |
 DV0455| CH5623 TL 8                                               1811741.7 |
 DV0455| DV0457 TWIN RM 1                             6.688 METERS 35454     |
 DV0455|---------------------------------------------------------------------|
 DV0455
 DV0455                          SUPERSEDED SURVEY CONTROL
 DV0455
 DV0455  NAD 83(1986)-  33 24 00.66317(N)    112 14 12.87344(W) AD(       ) 2
 DV0455  NAD 27      -  33 24 00.50580(N)    112 14 10.32060(W) AD(       ) 2
 DV0455  NGVD 29 (??/??/92)  298.899  (m)          980.64   (f) ADJ UNCH    2 0
 DV0455
 DV0455.Superseded values are not recommended for survey control.
 DV0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0455.See file dsdata.txt to determine how the superseded data were derived.
 DV0455
 DV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8497496337(NAD 83)
 DV0455_MARKER: DE = TRAVERSE STATION DISK
 DV0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0455_STAMPING: TWIN 1962
 DV0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0455+STABILITY: SURFACE MOTION
 DV0455
 DV0455  HISTORY     - Date     Condition        Report By
 DV0455  HISTORY     - 1962     MONUMENTED       CGS
 DV0455  HISTORY     - 1962     GOOD             CGS
 DV0455  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0455
 DV0455                          STATION DESCRIPTION
 DV0455
 DV0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0455'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF CASHION,
 DV0455'ABOUT 10 MILES WEST-SOUTHWEST OF PHOENIX, AND ON THE EAST SIDE
 DV0455'OF A NORTH AND SOUTH ROAD AT A FENCE CORNER AND IRRIGATION
 DV0455'DITCH.
 DV0455'
 DV0455'TO REACH THE STATION FROM THE POST OFFICE IN CASHION, GO EAST
 DV0455'ON U.S. HIGHWAY 80 FOR 3.5 MILES TO SOUTH 83 RD. AVE., TURN
 DV0455'RIGHT AND GO SOUTH ON SOUTH 83 RD. AVE. FOR 2 MILES TO WEST
 DV0455'BROADWAY, TURN LEFT AND GO EAST FOR 0.05 MILE TO A SIDE ROAD
 DV0455'RIGHT, TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.55 MILE TO
 DV0455'A TRACK ROAD LEFT AND IRRIGATION DITCH AND STATION ON LEFT.
 DV0455'CONTINUE SOUTH FOR 0.6 MILE TO AZIMUTH MARK ON RIGHT.
 DV0455'
 DV0455'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12
 DV0455'INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 DV0455'AND STAMPED TWIN 1962.  THE MARK IS 29 FEET EAST OF THE
 DV0455'CENTER OF ROAD, 27 FEET NORTH OF THE CENTER OF IRRIGATION
 DV0455'ROAD, 3.5 FEET NORTH-NORTHEAST OF WITNESS POST AND 2.8 FEET
 DV0455'EAST OF FENCE.
 DV0455'
 DV0455'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 DV0455'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 DV0455'AND STAMPED TWIN NO 1 1962.  THE MARK IS 27 FEET EAST OF THE
 DV0455'CENTER OF ROAD, 25 FEET NORTH OF THE WITNESS POST AND 1 FOOT
 DV0455'EAST OF FENCE.
 DV0455'
 DV0455'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 DV0455'A 12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 DV0455'STAMPED TWIN NO 2 1962.  THE MARK IS 23 FEET EAST OF FENCE, 22.6
 DV0455'FEET EAST OF THE WITNESS POST AND 22 FEET NORTH OF THE CENTER
 DV0455'OF IRRIGATION ROAD.
 DV0455'
 DV0455'AZIMUTH MARK, A CORPS OF ENGINEERS SURVEY DISK SET IN THE TOP
 DV0455'OF A 10 INCH ROUND CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 DV0455'GROUND AND STAMPED TL-8 1960 ARMY MAP SERVICE.  THE MARK IS
 DV0455'24 FEET WEST OF THE CENTER OF ROAD, 13 FEET EAST OF FENCE,
 DV0455'6.6 FEET NORTHEAST OF CENTER OF GATE IN IRRIGATION DITCH AND
 DV0455'1 FOOT EAST OF WITNESS POST.
 DV0455'
 DV0455'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0455
 DV0455                          STATION RECOVERY (1962)
 DV0455
 DV0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV0455'9.1 MI SW FROM PHOENIX.
 DV0455'0.4 MILES WEST ALONG WEST DURANGO STREET FROM (A.H.D.) DURANGO YARDS,
 DV0455'THENCE 0.7 MILE SOUTH ALONG 27TH AVENUE, THENCE 4.0 MILES WEST ALONG
 DV0455'LOWER BUCKEYE ROAD, THENCE 1.0 MILE SOUTH ALONG SOUTH 59TH AVENUE,
 DV0455'THENCE 3.0 MILES WEST ALONG BROADWAY, THENCE 0.55 MILE SOUTH ALONG
 DV0455'83TH AVENUE.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE
 DV0455'POST PROJECTING 3 INCHES, 28 FT. EAST OF THE CENTER OF 83TH AVENUE, 26
 DV0455'FT. NORTH OF THE CENTER OF A CANAL ROAD, 13 FT. SOUTH OF THE CENTER OF
 DV0455'A FIELD ENTRANCE ROAD, 3 FT. EAST OF THE CENTERLINE OF A FENCE, 3.7
 DV0455'FT. NORTHEAST OF A STEEL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 DV0455
 DV0455                          STATION RECOVERY (2007)
 DV0455
 DV0455'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0455'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0455'MARK.
 DV0455'AN UPROOTED MONUMENT WAS FOUND 12-15 FT EAST OF RM 1, BUT THERE IS NO
 DV0455'DISK SO IT IS UNKNOWN WHETHER IT WAS THE STATION MARK OR PERHAPS RM 2.
 DV0455'ASSUMING THAT ALL THREE ASSOCIATED MARKS WERE AT APPROXIMATELY THE
 DV0455'SAME HEIGHT, THE STATION MARK AND RM 2 WOULD BE UNDER 2-3 FT OF
 DV0455'COMPACTED SOIL THAT IS NOW A ROADBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0936 ***********************************************************************
 DW0936  DESIGNATION -  TWIN
 DW0936  PID         -  DW0936
 DW0936  STATE/COUNTY-  AZ/LA PAZ
 DW0936  USGS QUAD   -  TWEED MINE (1986)
 DW0936
 DW0936                         *CURRENT SURVEY CONTROL
 DW0936  ___________________________________________________________________
 DW0936* NAD 83(1992)-  33 15 46.96300(N)    114 19 14.11961(W)     ADJUSTED  
 DW0936* NAVD 88     -       860.9    (meters)    2824.     (feet)  VERTCON   
 DW0936  ___________________________________________________________________
 DW0936  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DW0936  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DW0936  HORZ ORDER  -  SECOND
 DW0936
 DW0936.The horizontal coordinates were established by classical geodetic methods
 DW0936.and adjusted by the National Geodetic Survey in August 1993.
 DW0936
 DW0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0936
 DW0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0936
 DW0936.The geoid height was determined by GEOID03.
 DW0936
 DW0936;                    North         East     Units Scale Factor Converg.
 DW0936;SPC AZ W     -   251,075.691   160,198.628   MT  0.99996816   -0 18 46.7
 DW0936;SPC AZ W     -   823,739.14    525,586.05   iFT  0.99996816   -0 18 46.7
 DW0936;UTM  11      - 3,683,651.146   749,590.582   MT  1.00036813   +1 28 13.3
 DW0936
 DW0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0936!SPC AZ W     -   0.99986999  x   0.99996816  =   0.99983816
 DW0936!UTM  11      -   0.99986999  x   1.00036813  =   1.00023807
 DW0936
 DW0936|---------------------------------------------------------------------|
 DW0936| PID    Reference Object                     Distance      Geod. Az  |
 DW0936|                                                           dddmmss.s |
 DW0936| CF1667 TWIN RM 2                             4.832 METERS 10824     |
 DW0936| DW0938 TRIGO                               APPROX.16.0 KM 2753312.3 |
 DW0936| CF1666 TWIN RM 1                             5.457 METERS 33746     |
 DW0936|---------------------------------------------------------------------|
 DW0936
 DW0936                          SUPERSEDED SURVEY CONTROL
 DW0936
 DW0936  NAD 83(1986)-  33 15 46.96320(N)    114 19 14.12584(W) AD(       ) 2
 DW0936  NAD 27      -  33 15 46.84000(N)    114 19 11.32100(W) AD(       ) 2
 DW0936  NGVD 29 (07/19/86)  860.1    (m)         2822.     (f) VERT ANG    3  
 DW0936
 DW0936.Superseded values are not recommended for survey control.
 DW0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0936.See file dsdata.txt to determine how the superseded data were derived.
 DW0936
 DW0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4959183651(NAD 83)
 DW0936_MARKER: DD = SURVEY DISK
 DW0936_SETTING: 66 = SET IN ROCK OUTCROP
 DW0936_SP_SET: PARTIALLY EXPOSED BEDROCK
 DW0936
 DW0936  HISTORY     - Date     Condition        Report By
 DW0936  HISTORY     - 1949     MONUMENTED       USGS
 DW0936
 DW0936                          STATION DESCRIPTION
 DW0936
 DW0936'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DW0936'THE STATION IS ABOUT 21 MILES AIRLINE A LITTLE WEST OF SOUTH
 DW0936'OF QUARTZSITE, ON A SHARP, ROCKY PEAK.  THERE IS ANOTHER
 DW0936'PEAK ABOUT 0.4 MILE TO THE EAST THAT IS ALSO SHARP AND ROCKY
 DW0936'AND SLIGHTLY LOWER.  THE STATION MARK IS A U.S. GEOLOGICAL
 DW0936'SURVEY BENCH MARK SET IN BEDROCK ON THE HIGHEST POINT OF
 DW0936'THE PEAK.  IT IS STAMPED, TWIN 1933.
 DW0936'
 DW0936'ONE REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 DW0936'SET IN BEDROCK, ABOUT 2 FEET LOWER THAN THE STATION MARK.
 DW0936'IT PROJECTS 18 INCHES AND IS STAMPED, NO 1 TWIN.
 DW0936'
 DW0936'THE OTHER REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE
 DW0936'MARK SET IN BEDROCK ABOUT 3 FEET LOWER THAN THE STATION MARK.
 DW0936'IT PROJECTS 8 INCHES AND IS STAMPED, NO 2 1933 TWIN.
 DW0936'
 DW0936'NO AZIMUTH MARK WAS ESTABLISHED.
 DW0936'
 DW0936'TO REACH THE STATION FROM QUARTZSITE.  GO SOUTH ON STATE
 DW0936'HIGHWAY 95, 31.15 MILES TO A POINT JUST BEFORE REACHING AN
 DW0936'S CURVE.  TURN RIGHT, GO WEST ABOUT 75 YARDS TO A WASH.  CROSS
 DW0936'WASH AND FOLLOW A DIM ROAD WESTERLY, OVER A LOW RIDGE 0.4 MILE TO
 DW0936'A LARGE WASH.  TURN RIGHT AND FOLLOW UP WASH 5.15 MILES TO END OF
 DW0936'TRUCK TRAVEL AT A POINT SOUTH OF THE SHARP PEAK.  THIS 5.15 MILES IS
 DW0936'ROUGH AND SANDY AND REQUIRES A FOUR WHEEL DRIVE VEHICLE.  FROM
 DW0936'END OF TRUCK TRAVEL WALK NORTHWESTERLY TO A SMALL SADDLE.
 DW0936'THEN TURN RIGHT AND FOLLOW STEEP SLOPE AND SMALL CANYON TO THE
 DW0936'HIGHEST POINT AND STATION.  A 45 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0983 ***********************************************************************
 FR0983  DESIGNATION -  TWIN
 FR0983  PID         -  FR0983
 FR0983  STATE/COUNTY-  AZ/MOHAVE
 FR0983  USGS QUAD   -  DEVILS SLIDE RAPIDS (1967)
 FR0983
 FR0983                         *CURRENT SURVEY CONTROL
 FR0983  ___________________________________________________________________
 FR0983* NAD 83(1992)-  35 58 31.24739(N)    113 38 45.51575(W)     ADJUSTED  
 FR0983* NAVD 88     -      1829.8    (meters)    6003.     (feet)  VERTCON   
 FR0983  ___________________________________________________________________
 FR0983  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 FR0983  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 FR0983  HORZ ORDER  -  FIRST
 FR0983
 FR0983.The horizontal coordinates were established by classical geodetic methods
 FR0983.and adjusted by the National Geodetic Survey in August 1993.
 FR0983
 FR0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0983
 FR0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0983
 FR0983.The geoid height was determined by GEOID03.
 FR0983
 FR0983;                    North         East     Units Scale Factor Converg.
 FR0983;SPC AZ W     -   551,801.038   222,741.428   MT  0.99993442   +0 03 40.0
 FR0983;SPC AZ W     - 1,810,370.86    730,778.96   iFT  0.99993442   +0 03 40.0
 FR0983;UTM  12      - 3,984,451.466   261,423.718   MT  1.00030140   -1 33 18.3
 FR0983
 FR0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0983!SPC AZ W     -   0.99971693  x   0.99993442  =   0.99965137
 FR0983!UTM  12      -   0.99971693  x   1.00030140  =   1.00001824
 FR0983
 FR0983:                Primary Azimuth Mark                     Grid Az
 FR0983:SPC AZ W     -  TWIN RM 3 AZIMUTH                        015 53 51.8
 FR0983:UTM  12      -  TWIN RM 3 AZIMUTH                        017 30 50.1
 FR0983
 FR0983|---------------------------------------------------------------------|
 FR0983| PID    Reference Object                     Distance      Geod. Az  |
 FR0983|                                                           dddmmss.s |
 FR0983| CH4458 TWIN RM 3 AZIMUTH                                  0155731.8 |
 FR0983| CH4457 TWIN RM 2                            16.266 METERS 17304     |
 FR0983| CH4456 TWIN RM 1                             6.151 METERS 29926     |
 FR0983|---------------------------------------------------------------------|
 FR0983
 FR0983                          SUPERSEDED SURVEY CONTROL
 FR0983
 FR0983  NAD 83(1986)-  35 58 31.24056(N)    113 38 45.51428(W) AD(       ) 1
 FR0983  NAD 27      -  35 58 31.28900(N)    113 38 42.72300(W) AD(       ) 1
 FR0983  NGVD 29 (07/19/86) 1829.0    (m)         6001.     (f) VERT ANG    3  
 FR0983
 FR0983.Superseded values are not recommended for survey control.
 FR0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0983.See file dsdata.txt to determine how the superseded data were derived.
 FR0983
 FR0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE6142484451(NAD 83)
 FR0983_MARKER: DS = TRIANGULATION STATION DISK
 FR0983_SETTING: 66 = SET IN ROCK OUTCROP
 FR0983
 FR0983  HISTORY     - Date     Condition        Report By
 FR0983  HISTORY     - 1934     MONUMENTED       CGS
 FR0983  HISTORY     - 1952     GOOD             CGS
 FR0983  HISTORY     - 1955     GOOD             CGS
 FR0983
 FR0983                          STATION DESCRIPTION
 FR0983
 FR0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FR0983'STATION IS ON THE WESTERN ONE OF THE TWO POINTS EXTENDING
 FR0983'S FROM THE SHIVWITZ PLATEAU AND KNOWN AS TWIN POINT.  IT IS
 FR0983'10 MILES SSW OF MOUNT DELLENBAUGH, AND ABOUT 7 MILES NE OF THE
 FR0983'COLORADO RIVER.
 FR0983'
 FR0983'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FR0983'IN DRILL HOLE IN OUTCROPPING BEDROCK.
 FR0983'
 FR0983'REACHED FROM SAINT GEORGE, UTAH, AS FOLLOWS--GO S 31 MILES
 FR0983'TO WOLF HOLE, ARIZONA, TAKE LEFT FORK GO 3.3 MILES, TURN RIGHT
 FR0983'AT SIGN (PASOSHANT) GO 11.0 MILES, TAKE LEFT, THEN RIGHT FORK
 FR0983'(BEARING S UP DRAW) GO 13.2 MILES, TAKE RIGHT FORK GO 0.5
 FR0983'MILE, TAKE LEFT FORK GO 4.0, TAKE RIGHT FORK AND GO 4.2, TAKE
 FR0983'LEFT FORK AND GO 3.6, PASS THROUGH GATE, CONTINUE 2.2 PASS
 FR0983'THROUGH ANOTHER GATE, CONTINUE 0.5 THEN TAKE RIGHT FORK, GO
 FR0983'1.0 TAKE LEFT FORK, GO 5.4 PASS THROUGH GATE, GO 1.2 TO THE
 FR0983'OAK GROVE RANCH, CONTINUE S 0.9 TO THE STUSSMACHER RANCH.
 FR0983'TURN RIGHT AND GO 0.1, TURN LEFT AT GATE ON DIM ROAD, GO 0.3
 FR0983'TO GATE, CONTINUE 4.0 TO FENCE, CONTINUE ON DIM TRACKS 8.0
 FR0983'MILES TO END OF ROAD AT OLD CAMP SITE (CORRAL AND BRUSH
 FR0983'FENCE) THE END OF TRUCK TRAVEL.  THE LAST 5 MILES ARE
 FR0983'ALONG THE EDGE OF THE CANYON.  FROM END OF TRUCK TRAVEL
 FR0983'THE STATION LIES S ABOUT 15 MILES, A 45-MINUTE PACK.  FOLLOW
 FR0983'THE W EDGE OF THE CANYON TO STATION, WHICH IS 30 FEET FROM
 FR0983'THE EDGE OF CLIFF.
 FR0983
 FR0983                          STATION RECOVERY (1952)
 FR0983
 FR0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 FR0983'STATION WAS LOCATED AND FOUND AS DESCRIBED, ALL MARKS ARE IN
 FR0983'PLACE IN GOOD CONDITION.  ORIGINAL DESCRIPTION OVER THE OLD ROUTE
 FR0983'IS OBSOLETE.
 FR0983'
 FR0983'IT IS REACHED FROM ST. GEORGE, UTAH, BY GOING S AND SE ON THE
 FR0983'MT. TRUMBULL ROAD UP OVER THE MOUNTAIN FOLLOWING THE MAIN
 FR0983'TRAVELED ROAD FOR 47.3 MILES TO A FORK JUST AFTER PASSING
 FR0983'A CORRAL ON THE RIGHT, THENCE RIGHT AND FOLLOW THE MAIN
 FR0983'TRAVELED ROAD SW AND S FOR 37.2 MILES TO A FORK, KEEP RIGHT
 FR0983'STRAIGHT AHEAD S FOR 2.0 MILES, PASS THROUGH A WIRE GATE FOR
 FR0983'50 YARDS TO A TRIANGLE BLAZE ON LEFT, HERE TURN RIGHT AND GO
 FR0983'W FOR 0.1 MILE TO THE W SIDE OF A RESERVOIR, THENCE CONTINUE
 FR0983'ON OLD ROAD S FOR 8.7 MILES TO A FORK, JUST W OF THE OLD LAND
 FR0983'OFFICE KEEP RIGHT STRAIGHT AHEAD S FOLLOWING THE OLD TRACK
 FR0983'ROAD DOWN ALONG THE WEDGE OF THE RIM FOR 3.2 MILES TO END
 FR0983'OF TRUCK TRAVEL.  AT THE END OF THE ROAD, AT A TRIANGLE
 FR0983'BLAZE AND ARROW ON CROOKED PINE TREE, FROM HERE PACK
 FR0983'STRAIGHT AHEAD S CROSSING A DEEP CANYON FOR ABOUT 1.3
 FR0983'MILES TO THE EXTREME S POINT AND STATION, OVERLOOKING
 FR0983'THE GRAND CANYON OF THE COLORADO RIVER TO THE S.
 FR0983'
 FR0983'A 4-FOOT STAND IS REQUIRED.
 FR0983
 FR0983                          STATION RECOVERY (1955)
 FR0983
 FR0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0983'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FR0983'AS DESCRIBED AND IN GOOD CONDITION.  THE DIRECTION TO REACH
 FR0983'THE STAION HAVE BECOME OBSOLETE.
 FR0983'
 FR0983'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO E ON
 FR0983'A PAVED ROAD FOR 0.7 MI. TO THE NE CORNER OF A CEMETERY.  TURN
 FR0983'RIGHT AND GO SE FOR 2.1 MI. TO A FORK AT THE S END OF A BRIDGE.
 FR0983'KEEP RIGHT FOR 1.4 MI. TO A FORK, KEEP RIGHT AND GO 1.4 MI. S TO
 FR0983'ANOTHER FORK, KEEP LEFT AND FOLLOW THE MAIN TRAVELED ROAD S FOR
 FR0983'23.1 MI. TO WOLF HOLE, A CABIN, AND CORRALS ON THE RIGHT.
 FR0983'CONTINUE STRAIGHT AHEAD FOR 0.5 MI. TO A FORK, KEEP LEFT ON
 FR0983'THE MAIN ROAD FOR 2.6 MI. TO ANOTHER FORK, KEEP LEFT AND
 FR0983'FOLLOW THE MAIN ROAD IN AN SE DIRECTION FOR 15.3 MI. TO AN
 FR0983'OLD STONE CHIMNEY AND CORRALS ON THE RIGHT.  CONTINUE FOR
 FR0983'0.25 MI. TO A FORK, KEEP RIGHT FOR 2.3 MI. TO A FORK, KEEP
 FR0983'RIGHT FOR 4.6 MI. TO A FORK, KEEP RIGHT AND FOLLOW THE
 FR0983'MAIN TRAVELED ROAD W AND S FOR 10.6 MI. TO A FORK, KEEP
 FR0983'RIGHT ON THE MAIN TRAVELED ROAD W-SW FOR 10.6 MI. TO A
 FR0983'GATE.  PASS THROUGH THE GATE AND GO 1.5 MI. TO A FORK, KEEP
 FR0983'RIGHT AND GO 0.75 MI.  TO A GATE.  PASS THROUGH THE GATE AND
 FR0983'CONTINUE S FOR 6.3 MI. TO A POLE GATE.  PASS THROUGH
 FR0983'THE GATE AND CONTINUE FOR 0.35 MI. TO A FORK AND RANCH
 FR0983'BUILDINGS ON THE LEFT.  KEEP RIGHT FOR 0.15 MI. TO A
 FR0983'GATE.  CONTINUE S FOR 0.5 MI. TO A FORK, KEEP RIGHT FOR
 FR0983'0.6 MI. TO A GATE, PASS THROUGH THE GATE AND CONTINUE FOR 50
 FR0983'YD. TO A FORK AT A TRIANGULAR BLAZE ON A PINE TREE ON
 FR0983'THE LEFT.  TURN AND GO W ACROSS A WASH FOR 0.1 MI. TO A
 FR0983'RESERVOIR AND A DIM ROAD ON THE W SIDE.  TURN LEFT ON THE DIM
 FR0983'ROAD AND GO S FOR 7.45 MI. TO A TRIANGULAR BLAZE ON AN
 FR0983'18-IN. CEDAR TREE.  CONTINUE S ON A DIM ROAD FOR 4.6 MI. TO
 FR0983'A DEEP WASH AND THE END OF TRUCK TRAVEL.  PACK S ALONG
 FR0983'THE W RIM OF A MESA FOR 1.5 MI. TO THE STATION (A
 FR0983'45-MINUTE PACK).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1791 ***********************************************************************
 CZ1791  DESIGNATION -  TWIN
 CZ1791  PID         -  CZ1791
 CZ1791  STATE/COUNTY-  AZ/COCHISE
 CZ1791  USGS QUAD   -  WILDHORSE MTN (1973)
 CZ1791
 CZ1791                         *CURRENT SURVEY CONTROL
 CZ1791  ___________________________________________________________________
 CZ1791* NAD 83(1992)-  32 08 54.63534(N)    110 22 12.56388(W)     ADJUSTED  
 CZ1791* NAVD 88     -      1695.     (meters)    5561.     (feet)  VERTCON   
 CZ1791  ___________________________________________________________________
 CZ1791  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CZ1791  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CZ1791  HORZ ORDER  -  SECOND
 CZ1791
 CZ1791.The horizontal coordinates were established by classical geodetic methods
 CZ1791.and adjusted by the National Geodetic Survey in August 1993.
 CZ1791
 CZ1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1791
 CZ1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1791
 CZ1791.The geoid height was determined by GEOID03.
 CZ1791
 CZ1791;                    North         East     Units Scale Factor Converg.
 CZ1791;SPC AZ E     -   127,351.487   194,164.554   MT  0.99990454   -0 06 29.8
 CZ1791;SPC AZ E     -   417,819.84    637,022.81   iFT  0.99990454   -0 06 29.8
 CZ1791;SPC AZ C     -   128,381.205   359,251.709   MT  1.00016241   +0 49 23.0
 CZ1791;SPC AZ C     -   421,198.18  1,178,647.34   iFT  1.00016241   +0 49 23.0
 CZ1791;UTM  12      - 3,557,070.802   559,396.504   MT  0.99964351   +0 20 06.6
 CZ1791
 CZ1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1791!SPC AZ E     -   0.99973831  x   0.99990454  =   0.99964287
 CZ1791!SPC AZ C     -   0.99973831  x   1.00016241  =   0.99990067
 CZ1791!UTM  12      -   0.99973831  x   0.99964351  =   0.99938191
 CZ1791
 CZ1791                          SUPERSEDED SURVEY CONTROL
 CZ1791
 CZ1791  NAD 83(1986)-  32 08 54.63033(N)    110 22 12.56057(W) AD(       ) 2
 CZ1791  NAD 27      -  32 08 54.35600(N)    110 22 10.29400(W) AD(       ) 2
 CZ1791  NGVD 29 (07/19/86) 1694.     (m)         5558.     (f) VERT ANG    3  
 CZ1791
 CZ1791.Superseded values are not recommended for survey control.
 CZ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1791.See file dsdata.txt to determine how the superseded data were derived.
 CZ1791
 CZ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5939757071(NAD 83)
 CZ1791_MARKER: Z = SEE DESCRIPTION
 CZ1791_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1791_SP_SET: SET IN BEDROCK
 CZ1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1791+STABILITY: POSITION/ELEVATION WELL
 CZ1791
 CZ1791  HISTORY     - Date     Condition        Report By
 CZ1791  HISTORY     - 1946     MONUMENTED       USGS
 CZ1791  HISTORY     - 1972     GOOD             AZHD
 CZ1791
 CZ1791                          STATION DESCRIPTION
 CZ1791
 CZ1791'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1791'TO REACH FROM THE POST OFFICE IN BENSON, GO W ON U.S. HIGHWAY
 CZ1791'80 FOR 0.65 MILE TO A GRADED ROAD RIGHT.  TURN RIGHT, OFF
 CZ1791'U.S. HIGHWAY 80, AND GO N ACROSS THE RAILROAD TRACKS ON THE
 CZ1791'MAIN GRADED ROAD FOR 0.55 MILE.  HERE A ROAD COMES IN FROM
 CZ1791'THE RIGHT.  KEEP STRAIGHT AHEAD ON THE MAIN ROAD 1.8 MILES,
 CZ1791'KEEP THE LEFT FORK, THE MAIN ROAD, 0.8 MILE TO WHERE A ROAD
 CZ1791'COMES IN FROM THE RIGHT.  KEEP STRAIGHT AHEAD AND CONTINUE
 CZ1791'4.3 MILES TO A ROAD COMING IN FROM THE LEFT.  KEEP STRAIGHT
 CZ1791'AHEAD 0.9 MILE, THENCE KEEP THE RIGHT FORK AND GO 4.1 MILES
 CZ1791'TO WHERE THE ROAD TURNS LEFT JUST BEFORE REACHING A RANCH.
 CZ1791'TURN LEFT AND CONTINUE ON THE MAIN ROAD FOR 2.0 MILES TO A
 CZ1791'DIM TRACK ROAD LEADING OFF TO THE LEFT.  TURN LEFT AND
 CZ1791'FOLLOW TRACK ROAD FOR 1.5 MILES, THENCE TURN LEFT DOWN INTO
 CZ1791'AND ACROSS WASH, THENCE RIGHT UP ON A RIDGE AND ALONG
 CZ1791'DIM TRACKS FOR 0.4 MILE TO END OF ROAD AT A FENCE
 CZ1791'ACROSS THE RIDGE.  THE AZIMUTH MARK IS 80 YARDS NNW OF
 CZ1791'THE END OF THE ROAD, ON TOP OF THE RIDGE ON THE OTHER
 CZ1791'SIDE OF THE FENCE.  FROM HERE, PACK TO THE LEFT DOWN INTO
 CZ1791'WASH, THENCE W UP WASH FOR ABOUT 1/4 MILE, THEN CLIMB OUT
 CZ1791'OF WASH TO RIGHT AND FOLLOW CREST OF RIDGE TO BASE OF
 CZ1791'MOUNTAIN.  CLIMB TO THE SADDLE BETWEEN THE TWO PEAKS, THENCE
 CZ1791'RIGHT TO THE TOP OF THE NNE SUMMIT AND THE STATION.  A
 CZ1791'2-HOUR PACK.
 CZ1791'
 CZ1791'A 4- BY 4-INCH WHITE WITNESS POST.
 CZ1791'
 CZ1791'TWIN USGS 1937 IS A FOOT-LONG PIECE OF DRILL STEEL DRIVEN INTO
 CZ1791'THE BEDROCK RUBBLE ON THE HIGHEST PART OF THE PEAK AND PROJECTING
 CZ1791'ABOUT 1-1/2 INCHES.  IT IS 39.745 FEET OR 12.115 METERS E
 CZ1791'OF REFERENCE MARK 1, AND 60.320 FEET OR 18.385 METERS WNW OF
 CZ1791'REFERENCE MARK 2.
 CZ1791
 CZ1791                          STATION RECOVERY (1972)
 CZ1791
 CZ1791'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1791'STATION MARK-RECOVERED IN GOOD CONDITION.
 CZ1791'
 CZ1791'REFERENCE MARKS-RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0548 ***********************************************************************
 ER0548  DESIGNATION -  TWIN
 ER0548  PID         -  ER0548
 ER0548  STATE/COUNTY-  AZ/NAVAJO
 ER0548  USGS QUAD   -  CARRIZO BUTTE (1982)
 ER0548
 ER0548                         *CURRENT SURVEY CONTROL
 ER0548  ___________________________________________________________________
 ER0548* NAD 83(1992)-  34 55 11.86474(N)    109 54 51.54695(W)     ADJUSTED  
 ER0548* NAVD 88     -      1732.     (meters)    5682.     (feet)  SCALED    
 ER0548  ___________________________________________________________________
 ER0548  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 ER0548  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ER0548  HORZ ORDER  -  SECOND
 ER0548
 ER0548.The horizontal coordinates were established by classical geodetic methods
 ER0548.and adjusted by the National Geodetic Survey in August 1993.
 ER0548
 ER0548.The orthometric height was scaled from a topographic map.
 ER0548
 ER0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0548
 ER0548.The geoid height was determined by GEOID03.
 ER0548
 ER0548;                    North         East     Units Scale Factor Converg.
 ER0548;SPC AZ E     -   434,724.813   236,416.522   MT  0.99990655   +0 08 40.0
 ER0548;SPC AZ E     - 1,426,262.51    775,644.76   iFT  0.99990655   +0 08 40.0
 ER0548;UTM  12      - 3,864,705.132   599,168.658   MT  0.99972121   +0 37 17.5
 ER0548
 ER0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0548!SPC AZ E     -   0.99973200  x   0.99990655  =   0.99963858
 ER0548!UTM  12      -   0.99973200  x   0.99972121  =   0.99945329
 ER0548
 ER0548|---------------------------------------------------------------------|
 ER0548| PID    Reference Object                     Distance      Geod. Az  |
 ER0548|                                                           dddmmss.s |
 ER0548| CD3773 TWIN RM 1                             6.062 METERS 06827     |
 ER0548| CD3774 TWIN RM 2                             4.581 METERS 17708     |
 ER0548| CD3772 TWIN AZ MK                                         2064625.6 |
 ER0548|---------------------------------------------------------------------|
 ER0548
 ER0548                          SUPERSEDED SURVEY CONTROL
 ER0548
 ER0548  NAD 83(1986)-  34 55 11.85782(N)    109 54 51.54893(W) AD(       ) 2
 ER0548  NAD 27      -  34 55 11.76020(N)    109 54 49.13030(W) AD(       ) 2
 ER0548
 ER0548.Superseded values are not recommended for survey control.
 ER0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0548.See file dsdata.txt to determine how the superseded data were derived.
 ER0548
 ER0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9916964705(NAD 83)
 ER0548_MARKER: DS = TRIANGULATION STATION DISK
 ER0548_SETTING: 66 = SET IN ROCK OUTCROP
 ER0548
 ER0548  HISTORY     - Date     Condition        Report By
 ER0548  HISTORY     - 1959     MONUMENTED       CGS
 ER0548
 ER0548                          STATION DESCRIPTION
 ER0548
 ER0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ER0548'THE STATION IS ON THE HIGHER AND SOUTH ONE OF TWO BUTTES
 ER0548'LOCALLY KNOWN AS TWIN BUTTES.  IT IS ABOUT 14 MILES EAST OF
 ER0548'HOLBROOK AND ABOUT 6 MILES WEST OF THE NAVAJO-APACHE COUNTY
 ER0548'LINE ON LAND OWNED BY MR. EVERETT HINKSON.
 ER0548'
 ER0548'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK GO
 ER0548'SOUTH AND EAST ON U.S. HIGHWAY 260 FOR 3.7 MILES TO A BRIDGE
 ER0548'OVER THE LITTLE COLORARO RIVER.  CONTINUE EAST ON U.S. HIGHWAY
 ER0548'260 FOR 7.0 MILES TO A WIRE GATE ON THE RIGHT AND A METAL FRAME
 ER0548'GATE ON THE LEFT.  TURN LEFT PASS THRU GATE AND FOLLOW THE
 ER0548'TRACK ROAD NORTHEASTERLY FOR 3.4 MILES TO A FORK, TAKE
 ER0548'RIGHT FORK AND GO EAST FOR 0.05 MILE TO A WIRE GATE IN A
 ER0548'NORTH-SOUTH FENCE LINE.  PASS THRU THE WIRE GATE AND FOLLOW
 ER0548'THE TRACK ROAD NORTHEAST FOR 1.5 MILES TO SOME ABANDONED
 ER0548'RANCH BUILDINGS.  CONTINUE ON THE TRACK ROAD, PASS TO THE
 ER0548'LEFT OF THE OLD WINDMILL AND CROSS THE BIG WASH AND GO EAST
 ER0548'ALONG THE POWER LINE FOR 1.7 MILES TO THE AZIMUTH MARK ON
 ER0548'THE RIGHT BETWEEN A DOUBLE POWER LINE POLE.  CONTINUE
 ER0548'EAST ON THE TRACK ROAD FOR 0.15 MILE TO A T ROAD LEFT, TURN LEFT
 ER0548'AND GO NORTH ON THE TRACK ROAD FOR 0.2 MILE AND THE END OF TRUCK
 ER0548'TRAVEL.  FROM HERE PACK EAST UP THE SLOPE FOR ABOUT 30 MINUTES
 ER0548'TO THE STATION AND REFERENCE MARKS.
 ER0548'
 ER0548'THE STATION MARK, STAMPED TWIN 1959, IS A STANDARD DISK
 ER0548'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 22
 ER0548'FEET EAST OF THE WEST EDGE OF THE CLIFF AND 13 FEET NORTHEAST
 ER0548'OF A CAIRN.
 ER0548'
 ER0548'REFERENCE MARK NO. 1, STAMPED TWIN NO 1 1959, IS A STANDARD
 ER0548'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 ER0548'33 FEET NORTHEAST OF A CAIRN.
 ER0548'
 ER0548'REFERENCE MARK NO. 2, STAMPED TWIN NO 2 1959, IS A STANDARD
 ER0548'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 ER0548'IS 15 FEET SOUTHEAST OF A CAIRN.
 ER0548'
 ER0548'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 28.5 FEET.
 ER0548'
 ER0548'THE AZIMUTH MARK, STAMPED TWIN 1959, IS A STANDARD DISK WELDED
 ER0548'TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 3 INCHES.
 ER0548'IT IS BETWEEN A DOUBLE POLE AND 3 FEET SOUTH OF THE POLE WITH
 ER0548'THE TRIANGLE BLAZE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0603 ***********************************************************************
 FP0603  DESIGNATION -  TWIN
 FP0603  PID         -  FP0603
 FP0603  STATE/COUNTY-  AZ/NAVAJO
 FP0603  USGS QUAD   -  GREASEWOOD SPRING (1972)
 FP0603
 FP0603                         *CURRENT SURVEY CONTROL
 FP0603  ___________________________________________________________________
 FP0603* NAD 83(1992)-  35 23 39.96470(N)    109 54 09.66999(W)     ADJUSTED  
 FP0603* NAVD 88     -      1927.4    (meters)    6323.     (feet)  VERTCON   
 FP0603  ___________________________________________________________________
 FP0603  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FP0603  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 FP0603  HORZ ORDER  -  SECOND
 FP0603
 FP0603.The horizontal coordinates were established by classical geodetic methods
 FP0603.and adjusted by the National Geodetic Survey in August 1993.
 FP0603
 FP0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0603
 FP0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0603
 FP0603.The geoid height was determined by GEOID03.
 FP0603
 FP0603;                    North         East     Units Scale Factor Converg.
 FP0603;SPC AZ E     -   487,362.069   237,339.721   MT  0.99990708   +0 09 10.4
 FP0603;SPC AZ E     - 1,598,956.92    778,673.63   iFT  0.99990708   +0 09 10.4
 FP0603;UTM  12      - 3,917,338.532   599,650.859   MT  0.99972237   +0 38 08.2
 FP0603
 FP0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0603!SPC AZ E     -   0.99970110  x   0.99990708  =   0.99960820
 FP0603!UTM  12      -   0.99970110  x   0.99972237  =   0.99942355
 FP0603
 FP0603:                Primary Azimuth Mark                     Grid Az
 FP0603:SPC AZ E     -  GREASEWOOD WATER TANK                    015 05 53.1
 FP0603:UTM  12      -  GREASEWOOD WATER TANK                    014 36 55.3
 FP0603
 FP0603|---------------------------------------------------------------------|
 FP0603| PID    Reference Object                     Distance      Geod. Az  |
 FP0603|                                                           dddmmss.s |
 FP0603| FP0613 GREASEWOOD WATER TANK               APPROX.15.0 KM 0151503.5 |
 FP0603| FP0610 EL PASO WATER TANK                  APPROX.24.0 KM 0421544.8 |
 FP0603| CD4109 TWIN RM 2                            11.481 METERS 13905     |
 FP0603| CD4108 TWIN RM 1                             9.688 METERS 24223     |
 FP0603| FP0614 TOYEI WATER TANK                    APPROX.34.7 KM 3540904.0 |
 FP0603|---------------------------------------------------------------------|
 FP0603
 FP0603                          SUPERSEDED SURVEY CONTROL
 FP0603
 FP0603  NAD 83(1986)-  35 23 39.96229(N)    109 54 09.67119(W) AD(       ) 2
 FP0603  NAD 27      -  35 23 39.91297(N)    109 54 07.24935(W) AD(       ) 2
 FP0603  NGVD 29 (07/19/86) 1926.5    (m)         6321.     (f) VERT ANG    3  
 FP0603
 FP0603.Superseded values are not recommended for survey control.
 FP0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0603.See file dsdata.txt to determine how the superseded data were derived.
 FP0603
 FP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE9965117339(NAD 83)
 FP0603_MARKER: DD = SURVEY DISK
 FP0603_SETTING: 0 = UNSPECIFIED SETTING
 FP0603
 FP0603  HISTORY     - Date     Condition        Report By
 FP0603  HISTORY     - 1972     MONUMENTED       USGS
 FP0603
 FP0603                          STATION DESCRIPTION
 FP0603
 FP0603'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0603'RM 1-RM 2 NOT MEASURED.
 FP0603'
 FP0603'LOCATED ABOUT 23.0 MI W. OF WIDE RUIN. ABOUT 9.0 MI SW. OF
 FP0603'GREASEWOOD. ON THE HIGHEST POINT OF THE SOUTHEASTERN ONE OF TWO
 FP0603'BUTTES KNOWN LOCALLY AS TWIN BUTTES.
 FP0603'
 FP0603'TO REACH FROM THE JCT. OF STATE ROUTES 264 AND 63 AT GANADO, GO W. ON
 FP0603'STATE ROUTES 264 AND 63 FOR 5.5 MI TO JCT. OF STATE ROUTE 63 N. TO
 FP0603'CHINLE AND PAVED RD. S. TURN S. ON PAVED RD. FOR 20.1 MI TO T-RD.
 FP0603'E.  TO GREASEWOOD. CONTINUE SSW. ON PAVED RD. FOR 0.4 MI TO END OF
 FP0603'PAVEMENT AND RD. FK. TAKE LEFT FORK AND FOLLOW BLADED RD. SSW.
 FP0603'FOR 10.0 MI TO RD. FK. TAKE LEFT FORK (PASS BY BUILDINGS ON
 FP0603'RIGHT) AND TRAVEL SW. FOR 2.1 MI TO DIM TRACK RD. E. TURN E. ON
 FP0603'DIM TRACK RD.  FOR 2.3 MI TO SADDLE BETWEEN TWO BARE MESAS (TWIN
 FP0603'BUTTES) AND END OF TRUCK TRAVEL. PACK E. ALONG STOCK TRAIL FOR
 FP0603'ABOUT 400 FT TO TOP OF RIMROCK AND LOW RIDGE. THENCE NE. ALONG
 FP0603'LOW RIDGE FOR ABOUT 1500 FT TO HIGHEST POINT AND STATION MARK.
 FP0603'
 FP0603'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED TWIN 1972 SET IN A
 FP0603'CONC. POST PROJECTING 0.6 FT.
 FP0603'
 FP0603'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0603'STAMPED TWIN NO 1 1972 SET IN CONC. POST PROJECTING 0.6 FT AND 0.30
 FP0603'FT BELOW STATION MARK.
 FP0603'
 FP0603'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0603'STAMPED TWIN NO 2 1972 SET IN A CONC. POST PROJECTING 0.7 FT AND
 FP0603'0.88 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2145 ***********************************************************************
 DV2145  DESIGNATION -  TWIN
 DV2145  PID         -  DV2145
 DV2145  STATE/COUNTY-  AZ/MARICOPA
 DV2145  USGS QUAD   -  HASSAYAMPA (1978)
 DV2145
 DV2145                         *CURRENT SURVEY CONTROL
 DV2145  ___________________________________________________________________
 DV2145* NAD 83(1992)-  33 15 51.42157(N)    112 39 26.05312(W)     ADJUSTED  
 DV2145* NAVD 88     -       567.4    (meters)    1862.     (feet)  VERTCON   
 DV2145  ___________________________________________________________________
 DV2145  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DV2145  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV2145  HORZ ORDER  -  SECOND
 DV2145
 DV2145.The horizontal coordinates were established by classical geodetic methods
 DV2145.and adjusted by the National Geodetic Survey in August 1993.
 DV2145
 DV2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2145
 DV2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2145
 DV2145.The geoid height was determined by GEOID03.
 DV2145
 DV2145;                    North         East     Units Scale Factor Converg.
 DV2145;SPC AZ C     -   251,304.065   144,364.523   MT  0.99995867   -0 24 22.4
 DV2145;SPC AZ C     -   824,488.40    473,636.89   iFT  0.99995867   -0 24 22.4
 DV2145;UTM  12      - 3,681,810.738   345,642.380   MT  0.99989376   -0 54 33.0
 DV2145
 DV2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2145!SPC AZ C     -   0.99991579  x   0.99995867  =   0.99987446
 DV2145!UTM  12      -   0.99991579  x   0.99989376  =   0.99980956
 DV2145
 DV2145:                Primary Azimuth Mark                     Grid Az
 DV2145:SPC AZ C     -  80 145 7                                 035 28 56.9
 DV2145:UTM  12      -  80 145 7                                 035 59 07.5
 DV2145
 DV2145|---------------------------------------------------------------------|
 DV2145| PID    Reference Object                     Distance      Geod. Az  |
 DV2145|                                                           dddmmss.s |
 DV2145| DV2143 80 145 7                            APPROX. 4.9 KM 0350434.5 |
 DV2145| CH5627 TWIN RM 2                             8.848 METERS 13728     |
 DV2145| CH5626 TWIN RM 1                            13.650 METERS 25545     |
 DV2145|---------------------------------------------------------------------|
 DV2145
 DV2145                          SUPERSEDED SURVEY CONTROL
 DV2145
 DV2145  NAD 83(1986)-  33 15 51.41536(N)    112 39 26.05806(W) AD(       ) 2
 DV2145  NAD 27      -  33 15 51.26701(N)    112 39 23.45664(W) AD(       ) 2
 DV2145  NGVD 29 (12/08/88)  566.7    (m)         1859.     (f) VERT ANG    3  
 DV2145
 DV2145.Superseded values are not recommended for survey control.
 DV2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2145.See file dsdata.txt to determine how the superseded data were derived.
 DV2145
 DV2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB4564281811(NAD 83)
 DV2145_MARKER: DS = TRIANGULATION STATION DISK
 DV2145_SETTING: 66 = SET IN ROCK OUTCROP
 DV2145_SP_SET: SET IN ROCK OUTCROP
 DV2145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2145+STABILITY: POSITION/ELEVATION WELL
 DV2145
 DV2145  HISTORY     - Date     Condition        Report By
 DV2145  HISTORY     - 1949     MONUMENTED       USGS
 DV2145  HISTORY     - 1957     GOOD             USGS
 DV2145  HISTORY     - 1973     GOOD             USGS
 DV2145  HISTORY     - 1974     GOOD             USGS
 DV2145
 DV2145                          STATION DESCRIPTION
 DV2145
 DV2145'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DV2145'LOCATED ABOUT 8.0 MI SSE. OF BUCKEYE, 4.5 MI NE. OF GILLESPIE
 DV2145'DAM.  ON HIGHEST TOP ON EAST END OF RANGE.
 DV2145'
 DV2145'STATION MARK--STANDARD TABLET STAMPED---TWIN 1949---, CEMENTED IN
 DV2145'GRANITE OUTCROP.
 DV2145'
 DV2145'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN GRANITE
 DV2145'OUTCROP.
 DV2145'
 DV2145'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN GRANITE
 DV2145'OUTCROP.
 DV2145
 DV2145                          STATION RECOVERY (1957)
 DV2145
 DV2145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DV2145'RECOVERED AS DESCRIBED BY USGS.
 DV2145
 DV2145                          STATION RECOVERY (1973)
 DV2145
 DV2145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2145'RECOVERED AS DESCRIBED BY USGS.
 DV2145'
 DV2145'TO REACH FROM VALLEY NATIONAL BANK IN BUCKEYE, GO 8.7 MI S. ON
 DV2145'U.S. HWY. 80 TO BUCKEYE HILLS RECREATION AREA.  TURN RIGHT 0.5 MI
 DV2145'ON GRADED RD. TO Y-RD. FORK.  TURN LEFT 0.05 MI TO RD. FORK.  TURN
 DV2145'LEFT ON TRACK RD. 1.0 MI TO END OF RIDGE AND END OF TRUCK TRAVEL.
 DV2145'PACK W. ALONG NORTH SIDE OF RIDGE TO TOP AND STATION.  TOP OF
 DV2145'RIDGE IS VERY ROCKY AND SLOW.  ABOUT A 1-HOUR PACK.
 DV2145
 DV2145                          STATION RECOVERY (1974)
 DV2145
 DV2145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (TT)
 DV2145'THE STATION IS LOCATED ABOUT 22-1/2 MILES NORTH OF GILA
 DV2145'BEND, 9-1/2 MILES SOUTH OF BUCKEYE AND ABOUT 1.3 MILES WEST
 DV2145'OF U.S. 80 ON THE HIGHEST POINT ON EAST END OF RANGE.
 DV2145'
 DV2145'THE STATION MARK IS A USGS DISK STAMPED, TWIN 1949 CEMENTED
 DV2145'IN A GRANITE OUTCROP FLUSH WITH THE GROUND.
 DV2145'
 DV2145'REFERENCE MARK 1 IS A USGS DISK STAMPED, RM 1 AND IS CEMENTED
 DV2145'IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2145'
 DV2145'REFERENCE MARK 2 IS A USGS DISK STAMPED, RM 2 AND IS CEMENTED
 DV2145'IN A DRILL HOLE IN A ROCK OUTCROP.
 DV2145'
 DV2145'TO REACH THE STATION FROM THE OVERPASS ON U.S. 84 IN EAST
 DV2145'GILA BEND, GO NORTH ON U.S. 80 FOR 1.35 MILES TO
 DV2145'ENTRANCE OF GILA BEND MUNICIPAL AIRPORT ON RIGHT, CONTINUE
 DV2145'NORTH ON U.S. 80 FOR 17.6 MILES TO ROAD RUNNING WEST (PATTERSON
 DV2145'ROAD), CONTINUE NORTH FOR 2.8 MILES TO EL PASO GAS LINE ROAD.
 DV2145'TURN WEST ONTO DIRT GASLINE ROAD FOR 1.3 MILES TO A DIM TRACK ROAD
 DV2145'RUNNING NORTH.  FOLLOW TRACK ROAD NORTH FOR 0.55 MILES TO A
 DV2145'SMALL DEEP WASH, CONTINUE NORTHERLY FOR 2 MILES TO AN OLD MINE
 DV2145'AND SHACK, CONTINUE NORTH FOR 0.1 MILE TO END OR TRUCK
 DV2145'TRAVEL.  PACK UP RIGHT HAND CANYON TO TOP OF RIDGE THEN NORTH
 DV2145'UP RIDGE TO THE STATION.  A 1-1/2 HOUR PACK.
 DV2145'
 DV2145'(4 WHEEL DRIVE REQUIRED TO REACH OLD MINE SITE.)
 DV2145'
 DV2145'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0277 ***********************************************************************
 GO0277  DESIGNATION -  TWIN
 GO0277  PID         -  GO0277
 GO0277  STATE/COUNTY-  AZ/APACHE
 GO0277  USGS QUAD   -  TEEC NOS POS (1982)
 GO0277
 GO0277                         *CURRENT SURVEY CONTROL
 GO0277  ___________________________________________________________________
 GO0277* NAD 83(1992)-  36 56 08.60177(N)    109 05 31.73643(W)     ADJUSTED  
 GO0277* NAVD 88     -      1690.0    (meters)    5545.     (feet)  VERTCON   
 GO0277  ___________________________________________________________________
 GO0277  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GO0277  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 GO0277  HORZ ORDER  -  THIRD
 GO0277
 GO0277.The horizontal coordinates were established by classical geodetic methods
 GO0277.and adjusted by the National Geodetic Survey in August 1993.
 GO0277
 GO0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0277
 GO0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0277
 GO0277.The geoid height was determined by GEOID03.
 GO0277
 GO0277;                    North         East     Units Scale Factor Converg.
 GO0277;SPC AZ E     -   658,876.889   309,077.063   MT  1.00001283   +0 38 44.7
 GO0277;SPC AZ E     - 2,161,669.58  1,014,032.36   iFT  1.00001283   +0 38 44.7
 GO0277;UTM  12      - 4,089,442.140   669,904.666   MT  0.99995564   +1 08 48.3
 GO0277
 GO0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0277!SPC AZ E     -   0.99973808  x   1.00001283  =   0.99975091
 GO0277!UTM  12      -   0.99973808  x   0.99995564  =   0.99969373
 GO0277
 GO0277:                Primary Azimuth Mark                     Grid Az
 GO0277:SPC AZ E     -  FOUTZ                                    146 11 32.6
 GO0277:UTM  12      -  FOUTZ                                    145 41 29.0
 GO0277
 GO0277|---------------------------------------------------------------------|
 GO0277| PID    Reference Object                     Distance      Geod. Az  |
 GO0277|                                                           dddmmss.s |
 GO0277| GO0498 FOUTZ                               APPROX.11.9 KM 1465017.3 |
 GO0277|---------------------------------------------------------------------|
 GO0277
 GO0277                          SUPERSEDED SURVEY CONTROL
 GO0277
 GO0277  NAD 83(1992)-  36 56 08.60001(N)    109 05 31.73749(W) AD(       ) 3
 GO0277  NAD 83(1986)-  36 56 08.59459(N)    109 05 31.74779(W) AD(       ) 3
 GO0277  NGVD 29 (08/22/88) 1689.1    (m)         5542.     (f) VERT ANG    3  
 GO0277
 GO0277.Superseded values are not recommended for survey control.
 GO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0277.See file dsdata.txt to determine how the superseded data were derived.
 GO0277
 GO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF6990589442(NAD 83)
 GO0277_MARKER: DS = TRIANGULATION STATION DISK
 GO0277_SETTING: 80 = SET IN A BOULDER
 GO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0277+STABILITY: SURFACE MOTION
 GO0277
 GO0277  HISTORY     - Date     Condition        Report By
 GO0277  HISTORY     - 1949     MONUMENTED       USGS
 GO0277  HISTORY     - 1961     GOOD             USGS
 GO0277
 GO0277                          STATION DESCRIPTION
 GO0277
 GO0277'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0277'LOCATED ABOUT 1.5 MI NE. OF INTERSECTION OF SHIPROCK-KAYENTA RD.
 GO0277'WITH RD. N. TO FOUR CORNERS.  ON SOUTHWEST CORNER OF PROMINENT
 GO0277'LARGE MESA.
 GO0277'
 GO0277'TO REACH FROM BRIDGE OVER SAN JUAN RIVER IN SHIPROCK, NM, DRIVE
 GO0277'0.1 MI S. ON U.S. HWY. 666.  TAKE T-RD. W. 28 MI TOWARD KAYENTA TO
 GO0277'T-RD. N.  TAKE T-RD. N. ABOUT 1.0 MI TOWARD FOUR CORNERS.  LEAVE
 GO0277'RD. ABOUT 0.6 MI TO SOUTHEAST TOE OF SLOPE AND END OF RD.  CLIMB
 GO0277'TO SOUTHWEST CORNER OF MESA AND STATION.  ABOUT A 25-MINUTE PACK.
 GO0277'
 GO0277'STATION MARK--STANDARD TABLET STAMPED---TWIN 1949---, CEMENTED IN
 GO0277'BOULDER ABOUT FLUSH WITH GROUND.
 GO0277'
 GO0277'RM 1--BRASS DISK (NOT STANDARD RM TABLET) STAMPED---1---, CEMENTED
 GO0277'IN LEDGE AT SOUTHWEST ANGLE OF TOP.
 GO0277'
 GO0277'RM 2--BRASS DISK (NOT STANDARD RM TABLET) STAMPED---2---, CEMENTED
 GO0277'IN LEDGE OVER WEST RIM.
 GO0277
 GO0277                          STATION RECOVERY (1961)
 GO0277
 GO0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GO0277'DESCRIBED BY USGS IN 1949.  RMS NOT FOUND DUE TO SNOW.  STATION
 GO0277'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0947 ***********************************************************************
 ES0947  DESIGNATION -  TWIN
 ES0947  PID         -  ES0947
 ES0947  STATE/COUNTY-  AZ/NAVAJO
 ES0947  USGS QUAD   -  BROOKBANK POINT (1990)
 ES0947
 ES0947                         *CURRENT SURVEY CONTROL
 ES0947  ___________________________________________________________________
 ES0947* NAD 83(1992)-  34 20 19.66387(N)    110 43 43.49329(W)     ADJUSTED  
 ES0947* NAVD 88     -      2252.0    (meters)    7388.     (feet)  VERTCON   
 ES0947  ___________________________________________________________________
 ES0947  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 ES0947  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0947  HORZ ORDER  -  SECOND
 ES0947
 ES0947.The horizontal coordinates were established by classical geodetic methods
 ES0947.and adjusted by the National Geodetic Survey in August 1993.
 ES0947
 ES0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0947
 ES0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0947
 ES0947.The geoid height was determined by GEOID03.
 ES0947
 ES0947;                    North         East     Units Scale Factor Converg.
 ES0947;SPC AZ E     -   370,374.232   161,644.155   MT  0.99993296   -0 19 01.4
 ES0947;SPC AZ E     - 1,215,138.56    530,328.59   iFT  0.99993296   -0 19 01.4
 ES0947;SPC AZ C     -   370,870.336   322,659.926   MT  1.00004721   +0 40 12.6
 ES0947;SPC AZ C     - 1,216,766.19  1,058,595.56   iFT  1.00004721   +0 40 12.6
 ES0947;UTM  12      - 3,799,755.305   524,949.670   MT  0.99960767   +0 09 10.8
 ES0947
 ES0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0947!SPC AZ E     -   0.99965035  x   0.99993296  =   0.99958334
 ES0947!SPC AZ C     -   0.99965035  x   1.00004721  =   0.99969755
 ES0947!UTM  12      -   0.99965035  x   0.99960767  =   0.99925816
 ES0947
 ES0947:                Primary Azimuth Mark                     Grid Az
 ES0947:SPC AZ E     -  BILGER                                   066 10 18.9
 ES0947:SPC AZ C     -  BILGER                                   065 11 04.9
 ES0947:UTM  12      -  BILGER                                   065 42 06.7
 ES0947
 ES0947|---------------------------------------------------------------------|
 ES0947| PID    Reference Object                     Distance      Geod. Az  |
 ES0947|                                                           dddmmss.s |
 ES0947| ES0890 BILGER                              APPROX. 1.0 KM 0655117.5 |
 ES0947|---------------------------------------------------------------------|
 ES0947
 ES0947                          SUPERSEDED SURVEY CONTROL
 ES0947
 ES0947  NAD 83(1986)-  34 20 19.65796(N)    110 43 43.49808(W) AD(       ) 2
 ES0947  NGVD 29 (08/03/87) 2251.0    (m)         7385.     (f) VERT ANG    3  
 ES0947
 ES0947.Superseded values are not recommended for survey control.
 ES0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0947.See file dsdata.txt to determine how the superseded data were derived.
 ES0947
 ES0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2495099755(NAD 83)
 ES0947_MARKER: DS = TRIANGULATION STATION DISK
 ES0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0947+STABILITY: SURFACE MOTION
 ES0947
 ES0947  HISTORY     - Date     Condition        Report By
 ES0947  HISTORY     - 1984     MONUMENTED       AZDT
 ES0947  HISTORY     - 19971011 GOOD             USPSQD
 ES0947
 ES0947                          STATION DESCRIPTION
 ES0947
 ES0947'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0947'THE STATION IS LOCATED 9-3/4 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0947'SIDE OF STATE ROUTE 260.
 ES0947'
 ES0947'THE STATION MARK IS AN AZDT DISK STAMPED---TWIN 1984---.  IT IS SET IN
 ES0947'TOP OF A 10 INCH CONCRETE MONUMENT 61 FEET NORTHWEST OF THE RIGHT OF
 ES0947'WAY FENCE, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 5
 ES0947'FEET NORTHWEST OF THE WITNESS POST.
 ES0947'
 ES0947'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0947'AND STATE ROUTE 260, TRAVEL SOUTHWEST ALONG SR 260 FOR 11.3 MILES TO
 ES0947'MILE POST 292.6 AND THE STATION ON THE LEFT.
 ES0947
 ES0947                          STATION RECOVERY (1997)
 ES0947
 ES0947'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0400 ***********************************************************************
 CF0400  DESIGNATION -  TWIN
 CF0400  PID         -  CF0400
 CF0400  STATE/COUNTY-  AZ/COCHISE
 CF0400  USGS QUAD   -  BISBEE NE (1976)
 CF0400
 CF0400                         *CURRENT SURVEY CONTROL
 CF0400  ___________________________________________________________________
 CF0400* NAD 83(1992)-  31 23 15.81677(N)    109 45 24.33357(W)     ADJUSTED  
 CF0400* NAVD 88     -      1342.4    (meters)    4404.     (feet)  VERTCON   
 CF0400  ___________________________________________________________________
 CF0400  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CF0400  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CF0400  HORZ ORDER  -  SECOND
 CF0400
 CF0400.The horizontal coordinates were established by classical geodetic methods
 CF0400.and adjusted by the National Geodetic Survey in August 1993.
 CF0400
 CF0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0400
 CF0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0400
 CF0400.The geoid height was determined by GEOID03.
 CF0400
 CF0400;                    North         East     Units Scale Factor Converg.
 CF0400;SPC AZ E     -    43,056.700   252,344.863   MT  0.99991874   +0 12 48.6
 CF0400;SPC AZ E     -   141,262.14    827,903.09   iFT  0.99991874   +0 12 48.6
 CF0400;UTM  12      - 3,473,241.122   618,208.636   MT  0.99977235   +0 38 51.3
 CF0400
 CF0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0400!SPC AZ E     -   0.99979355  x   0.99991874  =   0.99971231
 CF0400!UTM  12      -   0.99979355  x   0.99977235  =   0.99956595
 CF0400
 CF0400|---------------------------------------------------------------------|
 CF0400| PID    Reference Object                     Distance      Geod. Az  |
 CF0400|                                                           dddmmss.s |
 CF0400| CS5470 TWIN RM 1                             8.883 METERS 17807     |
 CF0400| CS5471 TWIN RM 2                            11.175 METERS 26044     |
 CF0400|---------------------------------------------------------------------|
 CF0400
 CF0400                          SUPERSEDED SURVEY CONTROL
 CF0400
 CF0400  NAD 83(1986)-  31 23 15.81199(N)    109 45 24.32138(W) AD(       ) 2
 CF0400  NGVD 29 (03/13/91) 1341.6    (m)         4402.     (f) VERT ANG    3  
 CF0400
 CF0400.Superseded values are not recommended for survey control.
 CF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0400.See file dsdata.txt to determine how the superseded data were derived.
 CF0400
 CF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV1820973241(NAD 83)
 CF0400_MARKER: DS = TRIANGULATION STATION DISK
 CF0400_SETTING: 66 = SET IN ROCK OUTCROP
 CF0400_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CF0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0400+STABILITY: POSITION/ELEVATION WELL
 CF0400
 CF0400  HISTORY     - Date     Condition        Report By
 CF0400  HISTORY     - 1982     MONUMENTED       AZDT
 CF0400
 CF0400                          STATION DESCRIPTION
 CF0400
 CF0400'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0400'THE STATION IS LOCATED 12 MILES NORTHWEST OF DOUGLAS ON TOP OF THE
 CF0400'HIGHEST 1 OF 2 BUTTES ALONG THE NORTH SIDE OF U.S. HIGHWAY 80.
 CF0400'
 CF0400'THE STATION MARK IS AN ADOT DISK STAMPED---TWIN 1982---SET IN A
 CF0400'DRILL HOLE IN ROCK ON HIGHEST PART OF BUTTE.
 CF0400'
 CF0400'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---TWIN RM 1 1982---SET
 CF0400'IN A DRILL HOLE IN ROCK.
 CF0400'
 CF0400'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---TWIN RM 2 1982---SET
 CF0400'IN A DRILL HOLE IN ROCK.
 CF0400'
 CF0400'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 AND STATE
 CF0400'ROUTE 92 IN BISBEE, TRAVEL EAST ALONG US 80 FOR 9.9 MILES TO STATION
 CF0400'ON THE LEFT AND END OF TRUCK TRAVEL.  PACK NORTHEAST TO TOP OF HILL
 CF0400'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1070 ***********************************************************************
 CG1070  DESIGNATION -  TWIN BUTTES
 CG1070  PID         -  CG1070
 CG1070  STATE/COUNTY-  AZ/PIMA
 CG1070  USGS QUAD   -  TWIN BUTTES (1981)
 CG1070
 CG1070                         *CURRENT SURVEY CONTROL
 CG1070  ___________________________________________________________________
 CG1070* NAD 83(2007)-  31 54 42.32431(N)    111 02 42.67727(W)     ADJUSTED  
 CG1070* NAVD 88     -      1140.5    (meters)    3742.     (feet)  GPS OBS   
 CG1070  ___________________________________________________________________
 CG1070  EPOCH DATE  -        2007.00
 CG1070  X           -  -1,946,409.096 (meters)                     COMP
 CG1070  Y           -  -5,058,640.540 (meters)                     COMP
 CG1070  Z           -   3,352,716.611 (meters)                     COMP
 CG1070  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CG1070  ELLIP HEIGHT-        1110.965 (meters)          (02/10/07) ADJUSTED
 CG1070  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1070
 CG1070  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1070  Type    PID    Designation                      North   East  Ellip
 CG1070  -------------------------------------------------------------------
 CG1070  NETWORK CG1070 TWIN BUTTES                       1.22   0.86   1.61
 CG1070  -------------------------------------------------------------------
 CG1070
 CG1070.The horizontal coordinates were established by GPS observations
 CG1070.and adjusted by the National Geodetic Survey in February 2007.
 CG1070
 CG1070.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1070.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1070.The horizontal coordinates are valid at the epoch date displayed above.
 CG1070.The epoch date for horizontal control is a decimal equivalence
 CG1070.of Year/Month/Day.
 CG1070
 CG1070.The orthometric height was determined by GPS observations and a
 CG1070.high-resolution geoid model.
 CG1070
 CG1070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1070
 CG1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1070
 CG1070.The ellipsoidal height was determined by GPS observations
 CG1070.and is referenced to NAD 83.
 CG1070
 CG1070.The geoid height was determined by GEOID03.
 CG1070
 CG1070;                    North         East     Units Scale Factor Converg.
 CG1070;SPC AZ C     -   101,414.416   295,780.686   MT  0.99998375   +0 27 38.5
 CG1070;SPC AZ C     -   332,724.46    970,409.07   iFT  0.99998375   +0 27 38.5
 CG1070;UTM  12      - 3,530,655.554   495,727.657   MT  0.99960023   -0 01 26.0
 CG1070
 CG1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1070!SPC AZ C     -   0.99982559  x   0.99998375  =   0.99980934
 CG1070!UTM  12      -   0.99982559  x   0.99960023  =   0.99942589
 CG1070
 CG1070|---------------------------------------------------------------------|
 CG1070| PID    Reference Object                     Distance      Geod. Az  |
 CG1070|                                                           dddmmss.s |
 CG1070| CH5625 TWIN BUTTES RM 2                      7.961 METERS 08928     |
 CG1070| CG0493 K 114                                              3183227.5 |
 CG1070| CH5624 TWIN BUTTES RM 1                      7.172 METERS 35504     |
 CG1070|---------------------------------------------------------------------|
 CG1070
 CG1070                          SUPERSEDED SURVEY CONTROL
 CG1070
 CG1070  ELLIP H (06/11/02) 1110.994  (m)                       GP(       ) 4 2
 CG1070  NAD 83(1992)-  31 54 42.32444(N)    111 02 42.67515(W) AD(       ) 1
 CG1070  ELLIP H (08/23/93) 1111.087  (m)                       GP(       ) 4 2
 CG1070  NAD 83(1986)-  31 54 42.31853(N)    111 02 42.67340(W) AD(       ) 1
 CG1070  NAD 27      -  31 54 42.02100(N)    111 02 40.33700(W) AD(       ) 1
 CG1070  NGVD 29 (07/19/86) 1139.0    (m)         3737.     (f) VERT ANG    3  
 CG1070
 CG1070.Superseded values are not recommended for survey control.
 CG1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1070.See file dsdata.txt to determine how the superseded data were derived.
 CG1070
 CG1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9572830656(NAD 83)
 CG1070_MARKER: DS = TRIANGULATION STATION DISK
 CG1070_SETTING: 66 = SET IN ROCK OUTCROP
 CG1070_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG1070_STAMPING: TWIN BUTTES K 1934
 CG1070_MARK LOGO: USGS  
 CG1070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1070+STABILITY: POSITION/ELEVATION WELL
 CG1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1070+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 CG1070
 CG1070  HISTORY     - Date     Condition        Report By
 CG1070  HISTORY     - 1934     MONUMENTED       USGS
 CG1070  HISTORY     - 1935     GOOD             USGS
 CG1070  HISTORY     - 1959     GOOD             USGS
 CG1070  HISTORY     - 1962     GOOD             USGS
 CG1070  HISTORY     - 19900710 GOOD             PIMACO
 CG1070  HISTORY     - 19910109 GOOD
 CG1070
 CG1070                          STATION DESCRIPTION
 CG1070
 CG1070'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (EBL)
 CG1070'IN THE COUNTRY KNOWN LOCALLY AS TWIN BUTTES, ABOUT 25 MILES SOUTH
 CG1070'AND A LITTLE WEST OF TUCSON NEAR LINE BETWEEN SEC. 31 AND 32,
 CG1070'T. 17 S., R. 13E., ON THE HIGHEST POINT OF A HILL.  MARK IS THAT
 CG1070'OF THE U.S. GEOLOGICAL SURVEY.  REFERENCE MARK NO. 1, A STANDARD
 CG1070'BRONZE REFERENCE DISK, IS 7.240 METERS (23.75 FEET)
 CG1070'FROM STATION N 4 DEG 44 MIN W. REFERENCE MARK NO. 2, A
 CG1070'STANDARD BRONZE REFERENCE DISK, IS 8.815 METERS
 CG1070'(28.92 FEET) FROM STATION N 89 DEG 23 MIN E. AZIMUTH
 CG1070'MARK, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK, IS
 CG1070'NEAR THE ROAD N 41 DEG 28 MIN W FROM STATION.
 CG1070
 CG1070                          STATION RECOVERY (1959)
 CG1070
 CG1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (SLH)
 CG1070'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CG1070'RECOVERED AND FOUND IN GOOD CONDITION.  DIFFERENCES IN THE
 CG1070'HORIZONTAL MEASUREMENTS TO THE REFERENCE MARKS WERE FOUND.  A NEW
 CG1070'AND COMPLETE DESCRIPTION FOLLOWS.
 CG1070'
 CG1070'THE STATION IS ABOUT 25 MILES SOUTH OF TUCSON AND ABOUT 6-1/2
 CG1070'MILES SOUTHWEST OF SAHUARITA ON THE SUMMIT OF THE SOUTHEASTERLY
 CG1070'AND HIGHER OF TWO HILLS LOCALLY KNOWN AS TWIN BUTTES.
 CG1070'
 CG1070'TO REACH THE STATION FROM THE POST OFFICE AT SAHUARITA GO WEST
 CG1070'ON THE GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD, TURN LEFT AND
 CG1070'FOLLOW THE GRADED ROAD SOUTH AND SOUTHWEST FOR 6.1 MILES TO A
 CG1070'MACADAM ROAD.  (TWIN BUTTES ROAD) TURN LEFT, SOUTH, AND GO 0.05
 CG1070'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE TWIN
 CG1070'BUTTES ROAD FOR 1.0 MILE TO A TRACK ROAD LEFT, TURN LEFT AND
 CG1070'FOLLOW THE TRACK ROAD EAST 0.6 MILE TO THE END OF TRUCK TRAVEL.
 CG1070'FROM HERE PACK NORTHEAST ACROSS THE WASH THEN UP THE HILL TO
 CG1070'THE SUMMIT AND STATION.  LENGTH OF PACK IS ABOUT 1/2 HOUR.
 CG1070'
 CG1070'THE STATION MARK, STAMPED TWIN BUTTES K 1934 IS A U.S.G.S. STATION
 CG1070'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 26 FEET
 CG1070'SOUTH OF A 4 IN X 4 IN WITNESS POST.
 CG1070'
 CG1070'REFERENCE MARK 1, STAMPED TWIN BUTTES NO 1 1935, IS A STANDARD
 CG1070'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 2-1/2 FEET SOUTH
 CG1070'OF THE 4 IN X 4 IN WITNESS POST AND ABOUT 2 FEET BELOW STATION
 CG1070'ELEVATION.
 CG1070'
 CG1070'REFERENCE MARK 2, STAMPED TWIN BUTTES NO 2 1935, IS A STANDARD
 CG1070'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 39 FEET
 CG1070'SOUTHEAST OF THE 4 IN X 4 IN WITNESS POST AND ABOUT 16 FEET
 CG1070'BELOW STATION ELEVATION.
 CG1070'
 CG1070'THE AZIMUTH MARK, STAMPED K 114 1935, IS A U.S.C. AND G.S.
 CG1070'BENCH MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 CG1070'THAT PROJECTS 1 FOOT.  IT IS 46 FEET EAST OF THE CENTER OF THE
 CG1070'TWIN BUTTES ROAD AND 2 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.
 CG1070
 CG1070                          STATION RECOVERY (1962)
 CG1070
 CG1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (HWK)
 CG1070'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2, AND THE
 CG1070'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION.
 CG1070'THE HORIZONTAL DIRECTION AND DISTANCE ON ALL MARKS, AND THE TO
 CG1070'REACH IS ADEQUATE.
 CG1070
 CG1070                          STATION RECOVERY (1990)
 CG1070
 CG1070'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG1070'TO REACH STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST (EXIT
 CG1070'258), TRAVEL EAST (SOUTH) ON I-10 APPROX 2 MI (3.2 KM) TO I-19, SOUTH
 CG1070'ON I-19 APPROX 16 MI (25.7 KM) TO HELMET PEAK RD (EXIT KM 75), DRIVE
 CG1070'WEST ON HELMET PEAK ROAD 0.4 MI (0.6 KM) TO LA CANADA DRIVE.  PROCEED
 CG1070'SOUTH ON LA CANADA DR 3 MI (4.8 KM) TO THE ENTRANCE OF CYPRESS MINE
 CG1070'PIT.  DRIVE WEST 2.7 MI (4.3 KM) AND CHECK IN WITH GUARD, CONTINUE
 CG1070'0.4 MI (0.6 KM) AND CROSS THE RAILROAD TRACK.  MANIPULATE YOUR WAY
 CG1070'ALONG DIRT ROAD LEADING TO THE TOP OF HILL NORTH/NORTHWEST 0.3 MI
 CG1070'(0.5 KM) TO THE NORTHWEST OF ANTENNA AND BUILDING.  THE STATION
 CG1070'MONUMENT IS 500 FT (152.4 M) WEST/NORTHWEST UP A STEEP INCLINE, ON
 CG1070'THE SUMMIT OF SOUTHEASTERLY AND HIGHER OF THE TWO HILLS KNOWN AS TWIN
 CG1070'BUTTES.  TOWNSHIP 17 SOUTH, RANGE 13 EAST, NORTHWEST OF SECTION 32,
 CG1070'GILA AND SALT RIVER MERIDIAN.
 CG1070'THE STATION MONUMENT IS A STANDARD U.S. COAST AND GEODETIC DISK
 CG1070'IMBEDDED IN ROCK STAMPED, TWIN BUTTES K 1934.
 CG1070
 CG1070                          STATION RECOVERY (1991)
 CG1070
 CG1070'RECOVERED 1991
 CG1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1071 ***********************************************************************
 CG1071  DESIGNATION -  TWIN BUTTES
 CG1071  PID         -  CG1071
 CG1071  STATE/COUNTY-  AZ/PIMA
 CG1071  USGS QUAD   -  TWIN BUTTES (1981)
 CG1071
 CG1071                         *CURRENT SURVEY CONTROL
 CG1071  ___________________________________________________________________
 CG1071* NAD 83(1992)-  31 54 42.32444(N)    111 02 42.67515(W)     ADJUSTED  
 CG1071* NAVD 88     -      1139.7    (meters)    3739.     (feet)  VERTCON   
 CG1071  ___________________________________________________________________
 CG1071  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CG1071  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG1071  HORZ ORDER  -  SECOND
 CG1071
 CG1071.The horizontal coordinates were established by classical geodetic methods
 CG1071.and adjusted by the National Geodetic Survey in October 1998.
 CG1071
 CG1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1071
 CG1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1071
 CG1071.The geoid height was determined by GEOID03.
 CG1071
 CG1071;                    North         East     Units Scale Factor Converg.
 CG1071;SPC AZ C     -   101,414.421   295,780.742   MT  0.99998375   +0 27 38.5
 CG1071;SPC AZ C     -   332,724.48    970,409.26   iFT  0.99998375   +0 27 38.5
 CG1071;UTM  12      - 3,530,655.558   495,727.712   MT  0.99960023   -0 01 26.0
 CG1071
 CG1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1071!SPC AZ C     -   0.99982570  x   0.99998375  =   0.99980946
 CG1071!UTM  12      -   0.99982570  x   0.99960023  =   0.99942600
 CG1071
 CG1071                          SUPERSEDED SURVEY CONTROL
 CG1071
 CG1071  NAD 83(1992)-  31 54 42.22004(N)    111 02 42.64957(W) AD(       ) 4
 CG1071  NAD 83(1986)-  31 54 42.21485(N)    111 02 42.65135(W) AD(       ) 4
 CG1071  NAD 27      -  31 54 41.92000(N)    111 02 40.26000(W) AD(       ) 3
 CG1071  NGVD 29 (10/30/98) 1139.0    (m)         3737.     (f) VERT ANG    3  
 CG1071
 CG1071.Superseded values are not recommended for survey control.
 CG1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1071.See file dsdata.txt to determine how the superseded data were derived.
 CG1071
 CG1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA9572830656(NAD 83)
 CG1071_MARKER: DD = SURVEY DISK
 CG1071_SETTING: 66 = SET IN ROCK OUTCROP
 CG1071_PROJECTION: FLUSH
 CG1071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1071+STABILITY: POSITION/ELEVATION WELL
 CG1071
 CG1071  HISTORY     - Date     Condition        Report By
 CG1071  HISTORY     - 1919     MONUMENTED       CGS
 CG1071  HISTORY     - 1987     GOOD             AZDT
 CG1071
 CG1071                          STATION DESCRIPTION
 CG1071
 CG1071'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CG1071'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG1071'IN GOOD CONDITION AS DESCRIBED.  DUE TO ROAD CHANGES A NEW ROUTE TO
 CG1071'THE STATION FOLLOWS.
 CG1071'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 19 AND HELMET PEAK
 CG1071'TRAFFIC INTERCHANGE SOUTH OF TUCSON.  TRAVEL WEST ALONG HELMET PEAK
 CG1071'ROAD FOR 0.35 MILE TO LA CANADA DRIVE.  TURN LEFT AND TRAVEL SOUTH 3.3
 CG1071'MILES TO ANOMEX MINING COMPANY ROAD.  TURN RIGHT AND TRAVEL WEST 3.0
 CG1071'MILES TO A GUARD GATE AT THE MINE.  PASS THROUGH THE GATE AND TURN
 CG1071'RIGHT ON PAVED ROAD FOR 0.4 MILE TO RAILROAD TRACKS.  CROSS OVER THE
 CG1071'TRACKS AND TURN LEFT FOR 0.2 MILE.  TURN SHARP RIGHT ON A DIRT ROAD
 CG1071'WHICH BEGAINS IN A WASH AND TRAVEL AROUND THE BUTTE AND INTO THE
 CG1071'SADDLE, A DISTANCE OF 0.8 MILE.  FROM THE SADDLE PACK NORTHWEST TO THE
 CG1071'PEAK AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0457 ***********************************************************************
 DV0457  DESIGNATION -  TWIN RM 1
 DV0457  PID         -  DV0457
 DV0457  STATE/COUNTY-  AZ/MARICOPA
 DV0457  USGS QUAD   -  FOWLER (1982)
 DV0457
 DV0457                         *CURRENT SURVEY CONTROL
 DV0457  ___________________________________________________________________
 DV0457* NAD 83(1986)-  33 24 00.     (N)    112 14 13.     (W)     SCALED    
 DV0457* NAVD 88     -       299.56   (+/-2cm)     982.8    (feet)  VERTCON   
 DV0457  ___________________________________________________________________
 DV0457  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0457
 DV0457.The horizontal coordinates were scaled from a topographic map and have
 DV0457.an estimated accuracy of +/- 6 seconds.
 DV0457
 DV0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0457.The vertical order pertains to the NGVD 29 superseded value.
 DV0457
 DV0457.The geoid height was determined by GEOID03.
 DV0457
 DV0457;                    North         East    Units  Estimated Accuracy
 DV0457;SPC AZ C     -   266,160.      183,570.      MT  (+/- 180 meters Scaled)
 DV0457
 DV0457                          SUPERSEDED SURVEY CONTROL
 DV0457
 DV0457  NGVD 29 (??/??/92)  298.919  (m)          980.70   (f) ADJ UNCH    2 0
 DV0457
 DV0457.Superseded values are not recommended for survey control.
 DV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0457.See file dsdata.txt to determine how the superseded data were derived.
 DV0457
 DV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB849963(NAD 83)
 DV0457_MARKER: DR = REFERENCE MARK DISK
 DV0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0457_STAMPING: TWIN NO 1 1962
 DV0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0457+STABILITY: SURFACE MOTION
 DV0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0457+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 DV0457
 DV0457  HISTORY     - Date     Condition        Report By
 DV0457  HISTORY     - 1962     MONUMENTED       CGS
 DV0457  HISTORY     - 20071025 GOOD             GEOCAC
 DV0457
 DV0457                          STATION DESCRIPTION
 DV0457
 DV0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0457'9.1 MI SW FROM PHOENIX.
 DV0457'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.H.D.) DURANGO YARDS,
 DV0457'THENCE 0.7 MILE SOUTH ALONG 27TH AVENUE, THENCE 4.0 MILES WEST ALONG
 DV0457'LOWER BUCKEYE ROAD, THENCE 1.0 MILE SOUTH ALONG SOUTH 59TH AVENUE,
 DV0457'THENCE 3.0 MILES WEST ALONG BROADWAY, THENCE 0.55 MILE SOUTH ALONG
 DV0457'83TH AVENUE.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE
 DV0457'POST PROJECTING 3 INCHES, 26.5 FT. EAST OF THE CENTER OF 83TH AVENUE,
 DV0457'8.5 FT. NORTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 47 FT. NORTH OF
 DV0457'THE CENTER OF A CANAL ROAD, 1.5 FT. EAST OF A FENCELINE, 21.9 FT.
 DV0457'NORTH OF TRAVERSE STATION TWIN, 24.9 FT. NORTH OF A STEEL WITNESS POST
 DV0457'AND ABOUT LEVEL WITH THE GROUND.
 DV0457
 DV0457                          STATION RECOVERY (2007)
 DV0457
 DV0457'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0457'RECOVERED AS DESCRIBED, IN GOOD CONDITION, ABOUT 12 FT WEST OF A
 DV0457'FENCELINE, IN THE WEST BANK OF A DRAINAGE DITCH, AND ABOUT 18 INCHES
 DV0457'BELOW THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0456 ***********************************************************************
 DV0456  DESIGNATION -  TWIN RM 2
 DV0456  PID         -  DV0456
 DV0456  STATE/COUNTY-  AZ/MARICOPA
 DV0456  USGS QUAD   -  FOWLER (1982)
 DV0456
 DV0456                         *CURRENT SURVEY CONTROL
 DV0456  ___________________________________________________________________
 DV0456* NAD 83(1986)-  33 24 00.     (N)    112 14 13.     (W)     SCALED    
 DV0456* NAVD 88     -       299.82   (+/-2cm)     983.7    (feet)  VERTCON   
 DV0456  ___________________________________________________________________
 DV0456  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DV0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0456
 DV0456.The horizontal coordinates were scaled from a topographic map and have
 DV0456.an estimated accuracy of +/- 6 seconds.
 DV0456
 DV0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0456.The vertical order pertains to the NGVD 29 superseded value.
 DV0456
 DV0456.The geoid height was determined by GEOID03.
 DV0456
 DV0456;                    North         East    Units  Estimated Accuracy
 DV0456;SPC AZ C     -   266,160.      183,570.      MT  (+/- 180 meters Scaled)
 DV0456
 DV0456                          SUPERSEDED SURVEY CONTROL
 DV0456
 DV0456  NGVD 29 (??/??/92)  299.172  (m)          981.53   (f) ADJ UNCH    2 0
 DV0456
 DV0456.Superseded values are not recommended for survey control.
 DV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0456.See file dsdata.txt to determine how the superseded data were derived.
 DV0456
 DV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB849963(NAD 83)
 DV0456_MARKER: DR = REFERENCE MARK DISK
 DV0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0456_STAMPING: TWIN NO 2 1962
 DV0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0456+STABILITY: SURFACE MOTION
 DV0456
 DV0456  HISTORY     - Date     Condition        Report By
 DV0456  HISTORY     - 1962     MONUMENTED       CGS
 DV0456  HISTORY     - 20071025 MARK NOT FOUND   GEOCAC
 DV0456
 DV0456                          STATION DESCRIPTION
 DV0456
 DV0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0456'9.1 MI SW FROM PHOENIX.
 DV0456'0.4 MILE WEST ALONG WEST DURANGO STREET FROM (A.H.D.) DURANGO YARDS,
 DV0456'THENCE 0.7 MILE SOUTH ALONG 27TH AVENUE, THENCE 4.0 MILES WEST ALONG
 DV0456'LOWER BUCKEYE ROAD, THENCE 1.0 MILE SOUTH ALONG SOUTH 59TH AVENUE,
 DV0456'THENCE 3.0 MILES WEST ALONG BROADWAY, THENCE 0.55 MILE SOUTH ALONG
 DV0456'83TH AVENUE.  THE MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE
 DV0456'POST PROJECTING 3 INCHES, 49 FT. EAST OF THE CENTER OF 83TH AVENUE, 21
 DV0456'FT NORTH OF THE CENTER OF A CANAL ROAD, 24 FT. EAST OF A FENCELINE,
 DV0456'4.5 FT. WEST OF A BURNED TREE, 21.4 FT. EAST OF TRAVERSE STATION TWIN,
 DV0456'22.6 FT. EAST OF A STEEL WITNESS POST, AND 1.0 FT. ABOVE THE LEVEL OF
 DV0456'THE ROAD.
 DV0456
 DV0456                          STATION RECOVERY (2007)
 DV0456
 DV0456'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0456'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0456'MARK.
 DV0456'AN UPROOTED MONUMENT WAS FOUND 12-15 FT EAST OF RM 1, BUT THERE IS NO
 DV0456'DISK SO IT IS UNKNOWN WHETHER IT WAS THE STATION MARK OR PERHAPS RM 2.
 DV0456'ASSUMING THAT ALL THREE ASSOCIATED MARKS WERE AT APPROXIMATELY THE
 DV0456'SAME HEIGHT, THE STATION MARK AND RM 2 WOULD BE UNDER 2-3 FT OF
 DV0456'COMPACTED SOIL THAT IS NOW A ROADBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1792 ***********************************************************************
 CZ1792  DESIGNATION -  TWIN RM 3
 CZ1792  PID         -  CZ1792
 CZ1792  STATE/COUNTY-  AZ/COCHISE
 CZ1792  USGS QUAD   -  WILDHORSE MTN (1973)
 CZ1792
 CZ1792                         *CURRENT SURVEY CONTROL
 CZ1792  ___________________________________________________________________
 CZ1792* NAD 83(1992)-  32 08 54.36586(N)    110 22 12.46294(W)     ADJUSTED  
 CZ1792* NAVD 88     -      1695.2    (meters)    5562.     (feet)  VERTCON   
 CZ1792  ___________________________________________________________________
 CZ1792  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CZ1792  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CZ1792  HORZ ORDER  -  FIRST
 CZ1792
 CZ1792.The horizontal coordinates were established by classical geodetic methods
 CZ1792.and adjusted by the National Geodetic Survey in August 1993.
 CZ1792
 CZ1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1792
 CZ1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1792
 CZ1792.The geoid height was determined by GEOID03.
 CZ1792
 CZ1792;                    North         East     Units Scale Factor Converg.
 CZ1792;SPC AZ E     -   127,343.182   194,167.183   MT  0.99990454   -0 06 29.8
 CZ1792;SPC AZ E     -   417,792.59    637,031.44   iFT  0.99990454   -0 06 29.8
 CZ1792;SPC AZ C     -   128,372.942   359,254.473   MT  1.00016242   +0 49 23.1
 CZ1792;SPC AZ C     -   421,171.07  1,178,656.41   iFT  1.00016242   +0 49 23.1
 CZ1792;UTM  12      - 3,557,062.520   559,399.196   MT  0.99964351   +0 20 06.6
 CZ1792
 CZ1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1792!SPC AZ E     -   0.99973824  x   0.99990454  =   0.99964281
 CZ1792!SPC AZ C     -   0.99973824  x   1.00016242  =   0.99990062
 CZ1792!UTM  12      -   0.99973824  x   0.99964351  =   0.99938185
 CZ1792
 CZ1792|---------------------------------------------------------------------|
 CZ1792| PID    Reference Object                     Distance      Geod. Az  |
 CZ1792|                                                           dddmmss.s |
 CZ1792| CC7559 TWIN RM 2                            13.186 METERS 09456     |
 CZ1792| CC7557 TWIN AZ MK                                         1162144.4 |
 CZ1792| CC7558 TWIN RM 1                            15.645 METERS 29159     |
 CZ1792| CZ1791 TWIN                                  8.712 METERS 34219     |
 CZ1792|---------------------------------------------------------------------|
 CZ1792
 CZ1792                          SUPERSEDED SURVEY CONTROL
 CZ1792
 CZ1792  NAD 83(1986)-  32 08 54.36085(N)    110 22 12.45962(W) AD(       ) 1
 CZ1792  NAD 27      -  32 08 54.08700(N)    110 22 10.19300(W) AD(       ) 1
 CZ1792  NGVD 29 (07/19/86) 1694.4    (m)         5559.     (f) VERT ANG    3  
 CZ1792
 CZ1792.Superseded values are not recommended for survey control.
 CZ1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1792.See file dsdata.txt to determine how the superseded data were derived.
 CZ1792
 CZ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA5939957063(NAD 83)
 CZ1792_MARKER: DD = SURVEY DISK
 CZ1792_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1792
 CZ1792  HISTORY     - Date     Condition        Report By
 CZ1792  HISTORY     - 1946     MONUMENTED       USGS
 CZ1792  HISTORY     - 1947     GOOD             CGS
 CZ1792  HISTORY     - 1972     GOOD             AZHD
 CZ1792
 CZ1792                          STATION DESCRIPTION
 CZ1792
 CZ1792'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CZ1792'THE STATION IS LOCATED ON TOP OF THE NNE SUMMIT OF A BARE, TWO-TOPPED
 CZ1792'PEAK, BY APPROXIMATE AIRLINE DISTANCES LOCATED 13 MILES NNW
 CZ1792'OF BENSON, 4-1/2 MILES W OF THE SAN PEDRO RIVER, AND 2-1/2
 CZ1792'MILES E OF THE CORONADO NATIONAL FOREST.
 CZ1792'
 CZ1792'TO REACH FROM THE POST OFFICE IN BENSON, GO W ON U.S. HIGHWAY
 CZ1792'80 FOR 0.65 MILE TO A GRADED ROAD RIGHT.  TURN RIGHT, OFF
 CZ1792'U.S. HIGHWAY 80, AND GO N ACROSS THE RAILROAD TRACKS ON THE
 CZ1792'MAIN GRADED ROAD FOR 0.55 MILE.  HERE A ROAD COMES IN FROM
 CZ1792'THE RIGHT.  KEEP STRAIGHT AHEAD ON THE MAIN ROAD 1.8 MILES,
 CZ1792'KEEP THE LEFT FORK, THE MAIN ROAD, 0.8 MILE TO WHERE A ROAD
 CZ1792'COMES IN FROM THE RIGHT.  KEEP STRAIGHT AHEAD AND CONTINUE
 CZ1792'4.3 MILES TO A ROAD COMING IN FROM THE LEFT.  KEEP STRAIGHT
 CZ1792'AHEAD 0.9 MILE, THENCE KEEP THE RIGHT FORK AND GO 4.1 MILES
 CZ1792'TO WHERE THE ROAD TURNS LEFT JUST BEFORE REACHING A RANCH.
 CZ1792'TURN LEFT AND CONTINUE ON THE MAIN ROAD FOR 2.0 MILES TO A
 CZ1792'DIM TRACK ROAD LEADING OFF TO THE LEFT.  TURN LEFT AND
 CZ1792'FOLLOW TRACK ROAD FOR 1.5 MILES, THENCE TURN LEFT DOWN INTO
 CZ1792'AND ACROSS WASH, THENCE RIGHT UP ON A RIDGE AND ALONG
 CZ1792'DIM TRACKS FOR 0.4 MILE TO END OF ROAD AT A FENCE
 CZ1792'ACROSS THE RIDGE.  THE AZIMUTH MARK IS 80 YARDS NNW OF
 CZ1792'THE END OF THE ROAD, ON TOP OF THE RIDGE ON THE OTHER
 CZ1792'SIDE OF THE FENCE.  FROM HERE, PACK TO THE LEFT DOWN INTO
 CZ1792'WASH, THENCE W UP WASH FOR ABOUT 1/4 MILE, THEN CLIMB OUT
 CZ1792'OF WASH TO RIGHT AND FOLLOW CREST OF RIDGE TO BASE OF
 CZ1792'MOUNTAIN.  CLIMB TO THE SADDLE BETWEEN THE TWO PEAKS, THENCE
 CZ1792'RIGHT TO THE TOP OF THE NNE SUMMIT AND THE STATION.  A
 CZ1792'2-HOUR PACK.
 CZ1792'
 CZ1792'STATION MARK IS A BRONZE REFERENCE DISK, STAMPED TWIN USGS NO
 CZ1792'3 1946, AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CZ1792'PROJECTS ABOUT 1-1/2 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CZ1792'28-1/2 FEET SSE OF THE HIGHEST PART OF THE PEAK AND ABOUT 3
 CZ1792'FEET LOWER.
 CZ1792'
 CZ1792'REFERENCE MARK 1, WHICH IS A STANDARD U.S. GEOLOGICAL SURVEY
 CZ1792'REFERENCE DISK, STAMPED 1 TWIN 1937, IS SET IN A DRILL HOLE
 CZ1792'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE
 CZ1792'THE GROUND.  IT IS LOCATED WNW OF THE STATION AND ABOUT 1-1/2
 CZ1792'FEET LOWER.
 CZ1792'
 CZ1792'REFERENCE MARK 2, WHICH IS A STANDARD U.S. GEOLOGICAL SURVEY
 CZ1792'REFERENCE DISK, STAMPED 2 TWIN 1937, IS SET IN A DRILL HOLE
 CZ1792'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 CZ1792'GROUND.  IT IS LOCATED E OF THE STATION AND ABOUT 2 FEET
 CZ1792'LOWER.
 CZ1792'
 CZ1792'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED TWIN USGS
 CZ1792'1946, AND SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 CZ1792'GROUND.  IT IS LOCATED ESE OF THE STATION AND 11 FEET SW OF
 CZ1792'A 4- BY 4-INCH WHITE WITNESS POST.
 CZ1792'
 CZ1792'TWIN USGS 1937 IS A FOOT-LONG PIECE OF DRILL STEEL DRIVEN INTO
 CZ1792'THE BEDROCK RUBBLE ON THE HIGHEST PART OF THE PEAK AND PROJECTING
 CZ1792'ABOUT 1-1/2 INCHES.  IT IS 39.745 FEET OR 12.115 METERS E
 CZ1792'OF REFERENCE MARK 1, AND 60.320 FEET OR 18.385 METERS WNW OF
 CZ1792'REFERENCE MARK 2.
 CZ1792
 CZ1792                          STATION RECOVERY (1947)
 CZ1792
 CZ1792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1792'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 CZ1792'AS DESCRIBED.  THE STATION IS LOCATED ABOUT 13 MILES AIR LINE
 CZ1792'NORTH-NORTHWEST OF BENSON, ABOUT 4.5 MILES AIR LINE WEST OF THE
 CZ1792'SAN PEDRO RIVER AND ABOUT 2.5 MILES AIR LINE EAST OF THE
 CZ1792'CORONADO NATIONAL FOREST, ON THE HIGHEST AND NORTHEAST ONE
 CZ1792'OF TWO PEAKS, 18 FEET SOUTH OF THE HIGHEST POINT, 5 FEET
 CZ1792'NORTH OF THE SOUTHEAST ONE OF THREE MOUNDS, A BRONZE REFERENCE
 CZ1792'DISK SET FLUSH IN BEDROCK AND IS STAMPED TWIN USGS NO 3 1946.
 CZ1792'
 CZ1792'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE DISK APPROXIMATELY
 CZ1792'2 FEET LOWER THAN THE STATION, LOCATED AT THE BASE OF THE
 CZ1792'NORTHWEST ONE OF THREE MOUNDS, SET IN THE SIDE OF A BOULDER
 CZ1792'WHICH PROJECTS 3 INCHES AND IS STAMPED TWIN 1 1937.
 CZ1792'
 CZ1792'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE DISK APPROXIMATELY
 CZ1792'1 FOOT LOWER THAN THE STATION, 15 FEET WEST OF THE EAST
 CZ1792'BRIM, SET IN TOP OF A BOULDER WHICH PROJECTS 2 FEET AND IS
 CZ1792'STAMPED TWIN 2 1937.
 CZ1792'
 CZ1792'TWIN USGS 1937 IS AN OLD STEEL DRILL, WHICH IS DRIVEN IN THE
 CZ1792'BEDROCK RUBBLE ON THE HIGHEST PART OF THE PEAK.  IT IS APPROXIMATELY
 CZ1792'3 FEET HIGHER THAN THE STATION.
 CZ1792'
 CZ1792'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 76 PACES NORTH OF
 CZ1792'A FENCE LINE, AT END OF ROAD AND END OF TRUCK TRAVEL, ON
 CZ1792'TOP OF RIDGE, 9 FEET SOUTHWEST OF A 4X4 WITNESS POST, A BRONZE
 CZ1792'DISK SET FLUSH AND IS STAMPED TWIN
 CZ1792'USGS 1946.
 CZ1792'
 CZ1792'TO REACH FROM THE POST OFFICE IN BENSON.  GO WEST ON U.S.
 CZ1792'HIGHWAY 80 FOR 0.8 MILE TO A GRADED ROAD RIGHT.  TURN RIGHT
 CZ1792'LEAVING HIGHWAY AND GO NORTH CROSSING RAILROAD TRACK FOR
 CZ1792'0.55 MILE TO A ROAD COMING IN FROM THE RIGHT.  CONTINUE STRAIGHT
 CZ1792'AHEAD FOR 1.8 MILES TO A FORK.  TAKE THE LEFT FORK THE MAIN
 CZ1792'ROAD AND GO 0.9 MILE TO A ROAD COMING IN FROM THE RIGHT.  KEEP
 CZ1792'STRAIGHT AHEAD FOR 4.3 MILES TO A ROAD COMING IN FROM THE
 CZ1792'LEFT.  KEEP STRAIGHT AHEAD FOR 0.85 MILE TO A FORK.  TAKE THE
 CZ1792'RIGHT FORK AND GO 4.1 MILES TO A POINT WHERE THE ROAD TURNS
 CZ1792'LEFT JUST BEFORE REACHING A RANCH HOUSE.  TURN LEFT AND
 CZ1792'FOLLOW THE MAIN ROAD FOR 2.0 MILES TO A DIM TRACK ROAD
 CZ1792'LEADING LEFT.  TURN LEFT AND FOLLOW TRACK ROAD FOR 1.5 MILE
 CZ1792'TO A WASH.  TURN LEFT, CROSS WASH, THENCE RIGHT AND FOLLOW DIM
 CZ1792'TRACKS FOR 0.4 MILE ALONG RIDGE TO THE END OF ROAD AT A
 CZ1792'FENCE ACROSS RIDGE AND AZIMUTH MARK AS DESCRIBED ABOVE.  FROM
 CZ1792'THIS POINT PACK TO THE LEFT DOWN INTO A WASH, THENCE WEST UP
 CZ1792'WASH FOR APPROXIMATELY 0.3 MILE.  CLIMB OUT OF WASH TO THE
 CZ1792'RIGHT AND FOLLOW CREST OF RIDGE TO BASE OF MOUNTAIN.
 CZ1792'PACK UP BLACK ROCKY RIDGE TO SADDLE BETWEEN THE TWO PEAKS,
 CZ1792'THENCE RIGHT TO THE TOP OF THE NORTH-NORTHEAST SUMMIT AND
 CZ1792'STATION SITE AS DESCRIBED ABOVE.  A 2 HOUR PACK.
 CZ1792'
 CZ1792'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 CZ1792
 CZ1792                          STATION RECOVERY (1972)
 CZ1792
 CZ1792'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EJL)
 CZ1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1952 ***********************************************************************
 DV1952  DESIGNATION -  TWNP LINE
 DV1952  PID         -  DV1952
 DV1952  STATE/COUNTY-  AZ/YUMA
 DV1952  USGS QUAD   -  ENGESSER PASS SW (1990)
 DV1952
 DV1952                         *CURRENT SURVEY CONTROL
 DV1952  ___________________________________________________________________
 DV1952* NAD 83(1992)-  33 05 17.04320(N)    113 57 33.58346(W)     ADJUSTED  
 DV1952* NAVD 88     -       302.49   (+/-2cm)     992.4    (feet)  VERTCON   
 DV1952  ___________________________________________________________________
 DV1952  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DV1952  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DV1952  HORZ ORDER  -  SECOND
 DV1952  VERT ORDER  -  THIRD ? (See Below)
 DV1952
 DV1952.The horizontal coordinates were established by classical geodetic methods
 DV1952.and adjusted by the National Geodetic Survey in August 1993.
 DV1952
 DV1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1952.The vertical order pertains to the NGVD 29 superseded value.
 DV1952
 DV1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1952
 DV1952.The geoid height was determined by GEOID03.
 DV1952
 DV1952;                    North         East     Units Scale Factor Converg.
 DV1952;SPC AZ W     -   231,544.925   193,818.299   MT  0.99993804   -0 06 51.4
 DV1952;SPC AZ W     -   759,661.83    635,886.81   iFT  0.99993804   -0 06 51.4
 DV1952;UTM  12      - 3,664,946.649   223,776.824   MT  1.00054086   -1 36 59.8
 DV1952;UTM  11      - 3,665,163.961   783,818.532   MT  1.00059332   +1 39 39.9
 DV1952
 DV1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1952!SPC AZ W     -   0.99995762  x   0.99993804  =   0.99989566
 DV1952!UTM  12      -   0.99995762  x   1.00054086  =   1.00049845
 DV1952!UTM  11      -   0.99995762  x   1.00059332  =   1.00055091
 DV1952
 DV1952|---------------------------------------------------------------------|
 DV1952| PID    Reference Object                     Distance      Geod. Az  |
 DV1952|                                                           dddmmss.s |
 DV1952| CH4460 TWNP LINE RM 1                        9.013 METERS 00025     |
 DV1952| DV1950 BLACK DOME                          APPROX.15.4 KM 0652040.1 |
 DV1952| DV1953 T4S R17 16W SECS 7 12 13 18          15.841 METERS 09434     |
 DV1952| DW0913 THUMB PEAK                          APPROX.14.3 KM 2534656.1 |
 DV1952| CH4459 TWNP LINE AZ MK                                    2655658.7 |
 DV1952| DW0916 CASTLE DOME PEAK                    APPROX.17.2 KM 2684812.4 |
 DV1952|---------------------------------------------------------------------|
 DV1952
 DV1952                          SUPERSEDED SURVEY CONTROL
 DV1952
 DV1952  NAD 83(1986)-  33 05 17.03791(N)    113 57 33.58854(W) AD(       ) 2
 DV1952  NAD 27      -  33 05 16.89800(N)    113 57 30.82800(W) AD(       ) 2
 DV1952  NGVD 29 (07/19/86)  301.80   (m)          990.2    (f) LEVELING    3  
 DV1952
 DV1952.Superseded values are not recommended for survey control.
 DV1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1952.See file dsdata.txt to determine how the superseded data were derived.
 DV1952
 DV1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2377764947(NAD 83)
 DV1952_MARKER: DS = TRIANGULATION STATION DISK
 DV1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1952
 DV1952  HISTORY     - Date     Condition        Report By
 DV1952  HISTORY     - 1949     MONUMENTED       CGS
 DV1952  HISTORY     - 1952     GOOD             USE
 DV1952  HISTORY     - 1968     GOOD             AMS
 DV1952
 DV1952                          STATION DESCRIPTION
 DV1952
 DV1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1952'THE STATION IS LOCATED ABOUT 26 MILES AIR LINE NORTH-NORTHEAST
 DV1952'OF ROLL, 60 YARDS WEST OF THE ROAD FROM THE KOFA MINES TO
 DV1952'ROLL, ON A FLAT, GRAVEL-COVERED BENCH, 7 FEET NORTHWEST OF A
 DV1952'WHITE WITNESS POST, PROJECTS 2 INCHES AND STAMPED, TWNP
 DV1952'LINE 1949.
 DV1952'
 DV1952'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION
 DV1952'MARK, PROJECTS 4 INCHES AND STAMPED, TWNP LINE NO 1 1949.
 DV1952'
 DV1952'REFERENCE MARK IS A U.S. GENERAL LAND OFFICE MARK RIVETED
 DV1952'TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 8 INCHES.  IT IS
 DV1952'ABOUT 6 INCHES HIGHER THAN THE STATION MARK, AND STAMPED,
 DV1952'T 4 S, R 17 W, R 16 W, S 12, S 7, S 13, S 18.
 DV1952'
 DV1952'THE AZIMUTH IS SET 6 FEET NORTHWEST OF A WHITE WITNESS POST,
 DV1952'PROJECTS 2 INCHES AND STAMPED, TWNP LINE 1949.
 DV1952'
 DV1952'TO REACH THE STATION FROM THE POST OFFICE IN ROLL, CONTINUE
 DV1952'WEST ACROSS THE RAILROAD TRACKS TO FORK.  TAKE THE RIGHT FORK,
 DV1952'EAST, THENCE NORTH, FOR 1.1 MILES TO FORK.  TAKE THE LEFT
 DV1952'FORK.  STRAIGHT AHEAD, NORTH, FOR 0.2 MILE TO 3 FORKS.  TAKE
 DV1952'THE LEFT FORK NORTH, FOR 0.4 MILE TO A REVERSE Y FORK.  TAKE
 DV1952'THE RIGHT FORK, NORTHEAST, FOR 25.7 MILES ON THE MAIN TRAVELED
 DV1952'ROAD TO THE STATION ON THE LEFT, WEST, AS DESCRIBED ABOVE.
 DV1952'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 DV1952'THE FLAT BENCH, CROSS-COUNTRY FOR 0.3 MILE TO THE MARK AS
 DV1952'DESCRIBED ABOVE.  A DRIVE STATION.
 DV1952
 DV1952                          STATION RECOVERY (1952)
 DV1952
 DV1952'RECOVERY NOTE BY US ENGINEERS 1952
 DV1952'STATION WITH TRIPOD AND REFERENCES IN GOOD CONDITION.
 DV1952'
 DV1952'TO REACH FROM STONE CABIN (MILE POST 81.3 ON HWY. 95), TURN
 DV1952'EAST AT STONE CABIN ON GRADED ROAD WITH SIGN KING, ROB ROY,
 DV1952'NORTH STAR 22 AND GO 11.15 MILES TO STATION ROB ROY ON THE
 DV1952'LEFT, CONTINUE STRAIGHT AHEAD 3.4 MILES TO ROAD LEFT AT SIGN
 DV1952'POSTS, CONTINUE STRAIGHT AHEAD 8.3 MILES TO STATION.  DRIVE
 DV1952'STATION.  MAY BE REACHED FROM ROLL POSTOFFICE AS DESCRIBED
 DV1952'IN NOTES FOR STATION ROB ROY.
 DV1952
 DV1952                          STATION RECOVERY (1968)
 DV1952
 DV1952'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (RAC)
 DV1952'STATION MARK, R.M. 1, AND R.M. (USGLO-1913) WERE ALL RECOVERED
 DV1952'AS DESCRIBED.  AZIMUTH MARK RECOVERED AS DESCRIBED.  NO
 DV1952'WITNESS POST.  CONTINUE ON UP (DUE WEST) SAME GRAVEL-COVERED
 DV1952'BENCH 0.3 MILE.  DO NOT CROSS ANY WASHES, TO AZIMUTH MARK.
 DV1952'R.M. (USGLO-1913) APPEARS TO HAVE BEEN DISTURBED AS IT PROJECTS
 DV1952'10 IN, IS SLIGHTLY LOOSE, AND LEANS TO THE SOUTH.  ALSO IN
 DV1952'TRACK OF TRAIL LEADING AWAY FROM STATION TO WSW.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1198 ***********************************************************************
 CG1198  DESIGNATION -  TWO
 CG1198  PID         -  CG1198
 CG1198  STATE/COUNTY-  AZ/COCHISE
 CG1198  USGS QUAD   -  BENSON (1983)
 CG1198
 CG1198                         *CURRENT SURVEY CONTROL
 CG1198  ___________________________________________________________________
 CG1198* NAD 83(1992)-  31 56 49.79110(N)    110 20 29.92443(W)     ADJUSTED  
 CG1198* NAVD 88     -      1268.6    (meters)    4162.     (feet)  VERTCON   
 CG1198  ___________________________________________________________________
 CG1198  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CG1198  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG1198  HORZ ORDER  -  SECOND
 CG1198
 CG1198.The horizontal coordinates were established by classical geodetic methods
 CG1198.and adjusted by the National Geodetic Survey in August 1993.
 CG1198
 CG1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1198
 CG1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1198
 CG1198.The geoid height was determined by GEOID03.
 CG1198
 CG1198;                    North         East     Units Scale Factor Converg.
 CG1198;SPC AZ E     -   105,022.205   196,817.852   MT  0.99990337   -0 05 33.3
 CG1198;SPC AZ E     -   344,561.04    645,727.86   iFT  0.99990337   -0 05 33.3
 CG1198;SPC AZ C     -   106,091.982   362,267.390   MT  1.00017338   +0 50 00.8
 CG1198;SPC AZ C     -   348,070.81  1,188,541.31   iFT  1.00017338   +0 50 00.8
 CG1198;UTM  12      - 3,534,768.426   562,221.325   MT  0.99964774   +0 20 54.1
 CG1198
 CG1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1198!SPC AZ E     -   0.99980522  x   0.99990337  =   0.99970861
 CG1198!SPC AZ C     -   0.99980522  x   1.00017338  =   0.99997856
 CG1198!UTM  12      -   0.99980522  x   0.99964774  =   0.99945303
 CG1198
 CG1198|---------------------------------------------------------------------|
 CG1198| PID    Reference Object                     Distance      Geod. Az  |
 CG1198|                                                           dddmmss.s |
 CG1198| CS6169 TWO RM 1                             12.193 METERS 27328     |
 CG1198| CS6170 TWO RM 2                             10.582 METERS 35832     |
 CG1198|---------------------------------------------------------------------|
 CG1198
 CG1198                          SUPERSEDED SURVEY CONTROL
 CG1198
 CG1198  NAD 83(1986)-  31 56 49.78493(N)    110 20 29.92063(W) AD(       ) 2
 CG1198  NGVD 29 (06/28/91) 1267.8    (m)         4159.     (f) VERT ANG    3  
 CG1198
 CG1198.Superseded values are not recommended for survey control.
 CG1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1198.See file dsdata.txt to determine how the superseded data were derived.
 CG1198
 CG1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6222134768(NAD 83)
 CG1198_MARKER: DS = TRIANGULATION STATION DISK
 CG1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1198+STABILITY: SURFACE MOTION
 CG1198
 CG1198  HISTORY     - Date     Condition        Report By
 CG1198  HISTORY     - 1986     MONUMENTED       AZDT
 CG1198  HISTORY     - 20060908 GOOD             GEOCAC
 CG1198
 CG1198                          STATION DESCRIPTION
 CG1198
 CG1198'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1198'THE STATION IS LOCATED 3 MILES SOUTHWEST OF BENSON ALONG THE WEST SIDE
 CG1198'OF STATE ROUTE 90.
 CG1198'
 CG1198'THE STATION MARK IS AN AZDT DISK STAMPED---TWO 1986---.  IT IS SET IN
 CG1198'TOP OF A 10 INCH CONCRETE MONUMENT.  THE MARK IS 97 FEET WEST OF THE
 CG1198'CENTER LINE OF STATE ROUTE 90, 3 FEET EAST OF THE RIGHT OF WAY FENCE
 CG1198'AND 3 FEET WEST OF THE WITNESS POST.
 CG1198'
 CG1198'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---TWO RM 1 1986---.  IT IS
 CG1198'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1198'
 CG1198'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---TWO RM 2 1986---.  IT IS
 CG1198'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1198'
 CG1198'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG1198'10 FOR 3 MILES TO STATE ROUTE 90 TRAFFIC INTERCHANGE.  TRAVEL SOUTH
 CG1198'ALONG S.R. 90 FOR 1.25 MILES TO THE STATION ON THE RIGHT.
 CG1198
 CG1198                          STATION RECOVERY (2006)
 CG1198
 CG1198'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG1198'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG1198'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0215 ***********************************************************************
 FQ0215  DESIGNATION -  TWO GUN
 FQ0215  PID         -  FQ0215
 FQ0215  STATE/COUNTY-  AZ/COCONINO
 FQ0215  USGS QUAD   -  METEOR CRATER (1983)
 FQ0215
 FQ0215                         *CURRENT SURVEY CONTROL
 FQ0215  ___________________________________________________________________
 FQ0215* NAD 83(1992)-  35 07 02.01212(N)    111 05 01.46721(W)     ADJUSTED  
 FQ0215* NAVD 88     -      1661.522  (meters)    5451.18   (feet)  ADJUSTED  
 FQ0215  ___________________________________________________________________
 FQ0215  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 FQ0215  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0215  DYNAMIC HT  -        1659.268 (meters)    5443.78  (feet)  COMP
 FQ0215  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 FQ0215
 FQ0215  HORZ ORDER  -  SECOND
 FQ0215  VERT ORDER  -  SECOND    CLASS 0
 FQ0215
 FQ0215.The horizontal coordinates were established by classical geodetic methods
 FQ0215.and adjusted by the National Geodetic Survey in August 1993.
 FQ0215
 FQ0215.The orthometric height was determined by differential leveling
 FQ0215.and adjusted in June 1991.
 FQ0215
 FQ0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0215
 FQ0215.The geoid height was determined by GEOID03.
 FQ0215
 FQ0215.The dynamic height is computed by dividing the NAVD 88
 FQ0215.geopotential number by the normal gravity value computed on the
 FQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0215.degrees latitude (g = 980.6199 gals.).
 FQ0215
 FQ0215.The modeled gravity was interpolated from observed gravity values.
 FQ0215
 FQ0215;                    North         East     Units Scale Factor Converg.
 FQ0215;SPC AZ C     -   456,895.577   289,280.990   MT  0.99997101   +0 28 45.0
 FQ0215;SPC AZ C     - 1,499,001.24    949,084.61   iFT  0.99997101   +0 28 45.0
 FQ0215;UTM  12      - 3,886,046.270   492,369.418   MT  0.99960072   -0 02 53.4
 FQ0215
 FQ0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0215!SPC AZ C     -   0.99974304  x   0.99997101  =   0.99971405
 FQ0215!UTM  12      -   0.99974304  x   0.99960072  =   0.99934386
 FQ0215
 FQ0215:                Primary Azimuth Mark                     Grid Az
 FQ0215:SPC AZ C     -  LOCKE RM 2                               104 34 14.0
 FQ0215:UTM  12      -  LOCKE RM 2                               105 05 52.4
 FQ0215
 FQ0215|---------------------------------------------------------------------|
 FQ0215| PID    Reference Object                     Distance      Geod. Az  |
 FQ0215|                                                           dddmmss.s |
 FQ0215| FQ0599 LOCKE RM 2                          APPROX. 5.8 KM 1050259.0 |
 FQ0215| FQ0216 TWO GUN RM 1                         31.608 METERS 16725     |
 FQ0215| FQ0214 TWO GUN RM 2                         47.369 METERS 26914     |
 FQ0215|---------------------------------------------------------------------|
 FQ0215
 FQ0215                          SUPERSEDED SURVEY CONTROL
 FQ0215
 FQ0215  NAD 83(1986)-  35 07 02.00596(N)    111 05 01.46994(W) AD(       ) 2
 FQ0215  NAD 27      -  35 07 01.95960(N)    111 04 58.94610(W) AD(       ) 2
 FQ0215  NGVD 29 (??/??/92) 1660.648  (m)         5448.31   (f) ADJ UNCH    2 0
 FQ0215
 FQ0215.Superseded values are not recommended for survey control.
 FQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0215.See file dsdata.txt to determine how the superseded data were derived.
 FQ0215
 FQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9236986046(NAD 83)
 FQ0215_MARKER: DS = TRIANGULATION STATION DISK
 FQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0215_STAMPING: TWO GUN 1958
 FQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0215+STABILITY: SURFACE MOTION
 FQ0215
 FQ0215  HISTORY     - Date     Condition        Report By
 FQ0215  HISTORY     - 1958     MONUMENTED       CGS
 FQ0215  HISTORY     - 1958     GOOD             CGS
 FQ0215  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0215
 FQ0215                          STATION DESCRIPTION
 FQ0215
 FQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0215'THE STATION IS LOCATED ON THE TOP AND NEAR THE SOUTH END OF
 FQ0215'A FLAT RIDGE THAT IS JUST NORTH OF U.S. HIGHWAY 66, 35 MILES
 FQ0215'EAST OF FLAGSTAFF, 25 MILES WEST OF WINSLOW, 1 MILE EAST OF
 FQ0215'CANYON DIABLO AND 200 YARDS NORTH OF U.S. HIGHWAY 66.
 FQ0215'
 FQ0215'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0215'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.7 MILES TO
 FQ0215'WHERE U.S. HIGHWAY 89 TURNS LEFT, CONTINUE EAST ON U.S. HIGHWAY
 FQ0215'66 FOR 19.3 MILES TO THE TWIN ARROWS TRADING POST ON THE RIGHT,
 FQ0215'CONTINUE EAST ON THE HIGHWAY FOR 10.9 MILES TO A CONCRETE
 FQ0215'BRIDGE OVER CANYON DIABLO, CONTINUE EAST ON THE HIGHWAY FOR
 FQ0215'1.0 MILE TO THE TOP OF A RIDGE AND THE STATION ON THE LEFT.
 FQ0215'
 FQ0215'THE STATION MARK, STAMPED TWO GUN 1958, IS A STANDARD DISK SET
 FQ0215'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET
 FQ0215'FLUSH AND IS 105 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 FQ0215'
 FQ0215'REFERENCE MARK NO. 1, STAMPED TWO GUN NO 1 1958, IS A STANDARD
 FQ0215'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 2 FEET NORTH OF THE
 FQ0215'SOUTH EDGE OF THE HILL.
 FQ0215'
 FQ0215'REFERENCE MARK NO. 2, STAMPED TWO GUN NO 2 1958, IS A STANDARD
 FQ0215'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT 10 FEET
 FQ0215'BELOW THE ELEVATION OF THE STATION.
 FQ0215
 FQ0215                          STATION RECOVERY (1958)
 FQ0215
 FQ0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0215'23.5 MI W FROM WINSLOW.
 FQ0215'23.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0215'0.6 MILE EAST OF THE TWO GUNS SERVICE STATION, 1.0 EAST OF CANYON
 FQ0215'DIABLO, ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 66, 105 FEET NORTH OF
 FQ0215'THE SOUTH EDGE OF A SMALL FLAT HILL, SET IN THE TOP OF A 12 INCH
 FQ0215'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FQ0215
 FQ0215                          STATION RECOVERY (1983)
 FQ0215
 FQ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0216 ***********************************************************************
 FQ0216  DESIGNATION -  TWO GUN RM 1
 FQ0216  PID         -  FQ0216
 FQ0216  STATE/COUNTY-  AZ/COCONINO
 FQ0216  USGS QUAD   -  METEOR CRATER (1983)
 FQ0216
 FQ0216                         *CURRENT SURVEY CONTROL
 FQ0216  ___________________________________________________________________
 FQ0216* NAD 83(1986)-  35 07 01.     (N)    111 05 01.     (W)     SCALED    
 FQ0216* NAVD 88     -      1659.967  (meters)    5446.08   (feet)  ADJUSTED  
 FQ0216  ___________________________________________________________________
 FQ0216  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0216  DYNAMIC HT  -        1657.715 (meters)    5438.69  (feet)  COMP
 FQ0216  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 FQ0216
 FQ0216  VERT ORDER  -  SECOND    CLASS 0
 FQ0216
 FQ0216.The horizontal coordinates were scaled from a topographic map and have
 FQ0216.an estimated accuracy of +/- 6 seconds.
 FQ0216
 FQ0216.The orthometric height was determined by differential leveling
 FQ0216.and adjusted in June 1991.
 FQ0216
 FQ0216.The geoid height was determined by GEOID03.
 FQ0216
 FQ0216.The dynamic height is computed by dividing the NAVD 88
 FQ0216.geopotential number by the normal gravity value computed on the
 FQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0216.degrees latitude (g = 980.6199 gals.).
 FQ0216
 FQ0216.The modeled gravity was interpolated from observed gravity values.
 FQ0216
 FQ0216;                    North         East    Units  Estimated Accuracy
 FQ0216;SPC AZ C     -   456,860.      289,290.      MT  (+/- 180 meters Scaled)
 FQ0216
 FQ0216                          SUPERSEDED SURVEY CONTROL
 FQ0216
 FQ0216  NGVD 29 (??/??/92) 1659.093  (m)         5443.21   (f) ADJ UNCH    2 0
 FQ0216
 FQ0216.Superseded values are not recommended for survey control.
 FQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0216.See file dsdata.txt to determine how the superseded data were derived.
 FQ0216
 FQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD923860(NAD 83)
 FQ0216_MARKER: DR = REFERENCE MARK DISK
 FQ0216_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0216_SP_SET: BEDROCK
 FQ0216_STAMPING: TWO GUN NO 1 1958
 FQ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0216+STABILITY: POSITION/ELEVATION WELL
 FQ0216
 FQ0216  HISTORY     - Date     Condition        Report By
 FQ0216  HISTORY     - 1958     MONUMENTED       CGS
 FQ0216  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0216
 FQ0216                          STATION DESCRIPTION
 FQ0216
 FQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0216'23.5 MI W FROM WINSLOW.
 FQ0216'23.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0216'0.6 MILE EAST OF TWO GUNS SERVICE STATION, 1.0 EAST OF CANYON DIABLO,
 FQ0216'103 FEET SOUTHEAST OF THE STATION MARK, 2 FEET NORTH OF THE SOUTH EDGE
 FQ0216'OF THE HILL, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 FQ0216'THE SURFACE OF THE GROUND.
 FQ0216
 FQ0216                          STATION RECOVERY (1983)
 FQ0216
 FQ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0214 ***********************************************************************
 FQ0214  DESIGNATION -  TWO GUN RM 2
 FQ0214  PID         -  FQ0214
 FQ0214  STATE/COUNTY-  AZ/COCONINO
 FQ0214  USGS QUAD   -  METEOR CRATER (1983)
 FQ0214
 FQ0214                         *CURRENT SURVEY CONTROL
 FQ0214  ___________________________________________________________________
 FQ0214* NAD 83(1986)-  35 07 01.     (N)    111 05 01.     (W)     SCALED    
 FQ0214* NAVD 88     -      1657.873  (meters)    5439.20   (feet)  ADJUSTED  
 FQ0214  ___________________________________________________________________
 FQ0214  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0214  DYNAMIC HT  -        1655.623 (meters)    5431.82  (feet)  COMP
 FQ0214  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 FQ0214
 FQ0214  VERT ORDER  -  SECOND    CLASS 0
 FQ0214
 FQ0214.The horizontal coordinates were scaled from a topographic map and have
 FQ0214.an estimated accuracy of +/- 6 seconds.
 FQ0214
 FQ0214.The orthometric height was determined by differential leveling
 FQ0214.and adjusted in June 1991.
 FQ0214
 FQ0214.The geoid height was determined by GEOID03.
 FQ0214
 FQ0214.The dynamic height is computed by dividing the NAVD 88
 FQ0214.geopotential number by the normal gravity value computed on the
 FQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0214.degrees latitude (g = 980.6199 gals.).
 FQ0214
 FQ0214.The modeled gravity was interpolated from observed gravity values.
 FQ0214
 FQ0214;                    North         East    Units  Estimated Accuracy
 FQ0214;SPC AZ C     -   456,860.      289,290.      MT  (+/- 180 meters Scaled)
 FQ0214
 FQ0214                          SUPERSEDED SURVEY CONTROL
 FQ0214
 FQ0214  NGVD 29 (??/??/92) 1656.995  (m)         5436.32   (f) ADJ UNCH    2 0
 FQ0214
 FQ0214.Superseded values are not recommended for survey control.
 FQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0214.See file dsdata.txt to determine how the superseded data were derived.
 FQ0214
 FQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD923860(NAD 83)
 FQ0214_MARKER: DR = REFERENCE MARK DISK
 FQ0214_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0214_SP_SET: BEDROCK
 FQ0214_STAMPING: TWO GUN NO 2 1958
 FQ0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0214+STABILITY: POSITION/ELEVATION WELL
 FQ0214
 FQ0214  HISTORY     - Date     Condition        Report By
 FQ0214  HISTORY     - 1958     MONUMENTED       CGS
 FQ0214  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0214
 FQ0214                          STATION DESCRIPTION
 FQ0214
 FQ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0214'23.5 MI W FROM WINSLOW.
 FQ0214'23.5 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0214'0.6 MILE EAST OF TWO GUNS SERVICE STATION, 1.0 MILE EAST OF CANYON
 FQ0214'DIABLO, 155 FEET WEST OF THE STATION MARK AND ABOUT 10 FEET BELOW THE
 FQ0214'ELEVATION OF THE STATION, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 FQ0214'FLUSH WITH THE SURFACE OF THE GROUND.
 FQ0214
 FQ0214                          STATION RECOVERY (1983)
 FQ0214
 FQ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1270 ***********************************************************************
 DB1270  DESIGNATION -  TWO POINT
 DB1270  PID         -  DB1270
 DB1270  STATE/COUNTY-  AZ/YUMA
 DB1270  USGS QUAD   -  MIDDLE MOUNTAINS SOUTH (1986)
 DB1270
 DB1270                         *CURRENT SURVEY CONTROL
 DB1270  ___________________________________________________________________
 DB1270* NAD 83(1992)-  32 55 40.47818(N)    114 18 21.24988(W)     ADJUSTED  
 DB1270* NAVD 88     -       269.6    (meters)     885.     (feet)  VERTCON   
 DB1270  ___________________________________________________________________
 DB1270  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 DB1270  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DB1270  HORZ ORDER  -  FIRST
 DB1270
 DB1270.The horizontal coordinates were established by classical geodetic methods
 DB1270.and adjusted by the National Geodetic Survey in August 1993.
 DB1270
 DB1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1270
 DB1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1270
 DB1270.The geoid height was determined by GEOID03.
 DB1270
 DB1270;                    North         East     Units Scale Factor Converg.
 DB1270;SPC AZ W     -   213,901.580   161,370.025   MT  0.99996665   -0 18 07.9
 DB1270;SPC AZ W     -   701,776.84    529,429.22   iFT  0.99996665   -0 18 07.9
 DB1270;UTM  11      - 3,646,516.029   751,914.070   MT  1.00038255   +1 27 54.9
 DB1270
 DB1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1270!SPC AZ W     -   0.99996289  x   0.99996665  =   0.99992954
 DB1270!UTM  11      -   0.99996289  x   1.00038255  =   1.00034543
 DB1270
 DB1270|---------------------------------------------------------------------|
 DB1270| PID    Reference Object                     Distance      Geod. Az  |
 DB1270|                                                           dddmmss.s |
 DB1270| CF1669 TWO POINT RM 1                        8.507 METERS 03010     |
 DB1270| CF1668 TWO POINT AZ MK                                    2895843.9 |
 DB1270| CF1670 TWO POINT RM 2                        4.713 METERS 32838     |
 DB1270| DB1272 ROUND TOP PEAK CAIRN                APPROX. 6.6 KM 3370659.7 |
 DB1270| DW0925 1289 CAIRN                          APPROX. 9.0 KM 3433224.0 |
 DB1270|---------------------------------------------------------------------|
 DB1270
 DB1270                          SUPERSEDED SURVEY CONTROL
 DB1270
 DB1270  NAD 83(1986)-  32 55 40.47846(N)    114 18 21.25530(W) AD(       ) 1
 DB1270  NAD 27      -  32 55 40.33200(N)    114 18 18.45700(W) AD(       ) 1
 DB1270  NGVD 29 (07/19/86)  268.9    (m)          882.     (f) VERT ANG    3  
 DB1270
 DB1270.Superseded values are not recommended for survey control.
 DB1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1270.See file dsdata.txt to determine how the superseded data were derived.
 DB1270
 DB1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS5191446516(NAD 83)
 DB1270_MARKER: DB = BENCH MARK DISK
 DB1270_SETTING: 80 = SET IN A BOULDER
 DB1270_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DB1270
 DB1270  HISTORY     - Date     Condition        Report By
 DB1270  HISTORY     - 1949     MONUMENTED       USGS
 DB1270  HISTORY     - 1952     GOOD             USE
 DB1270  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DB1270  HISTORY     - 1960     SEE DESCRIPTION  AMS
 DB1270
 DB1270                          STATION DESCRIPTION
 DB1270
 DB1270'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DB1270'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF COUNTY
 DB1270'WELL AND ABOUT 0.3 MILE EAST OF STATE HIGHWAY 95 ON A LOW
 DB1270'BUT PROMINENT HILL AS IT IS THE ONLY ONE IN THE VICINITY.  THE
 DB1270'HILL HAS TWO HIGH POINTS OF ABOUT THE SAME ELEVATION.  THE
 DB1270'STATION IS ON THE NORTHEAST POINT.  THE STATION MARK IS A U.S.
 DB1270'GEOLOGICAL SURVEY BENCH MARK SET IN A BOULDER THAT PROJECTS 8
 DB1270'INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL 7 FEET WEST OF
 DB1270'A 5 FOOT CAIRN.  IT IS STAMPED, 1925 A2.
 DB1270'
 DB1270'REFERENCE MARK NO. 1 PROJECTS 3 FEET, IS ABOUT 8 FEET LOWER THAN
 DB1270'THE STATION MARK AND IS STAMPED, TWO POINT NO 1 1949.
 DB1270'
 DB1270'REFERENCE MARK NO. 2 PROJECTS 2 FEET, IS ABOUT 3 FEET LOWER
 DB1270'THAN THE STATION MARK AND IS STAMPED, TWO POINT NO 2 1949.
 DB1270'
 DB1270'THE AZIMUTH MARK PROJECTS 10 INCHES, IS SET 0.05 MILE EAST OF
 DB1270'STATE HIGHWAY 95, 14 FEET NORTH OF A WHITE WITNESS POST ON THE
 DB1270'NORTH EDGE OF A LOW, ROCK COVERED RISE.  IT IS STAMPED, TWO
 DB1270'POINT 1949.
 DB1270'
 DB1270'TO REACH THE STATION FROM COUNTY WELL WHICH IS ABOUT 25 MILES
 DB1270'BY HIGHWAY NORTHERLY FROM YUMA.  GO NORTH ON STATE HIGHWAY
 DB1270'95, 05.7 MILES, TURN RIGHT OFF HIGHWAY, GO EASTERLY 0.05 MILE
 DB1270'TO AZIMUTH MARK, CONTINUE EASTERLY, CROSSING A WASH, 0.25 MILE
 DB1270'TO THE NORTHWEST EDGE OF HILL AND END OF TRUCK TRAVEL.  WALK
 DB1270'SOUTHEAST UP STEEP, ROCKY SLOPE TO HIGHEST POINT AND STATION.
 DB1270'A 10 MINUTE PACK.
 DB1270
 DB1270                          STATION RECOVERY (1952)
 DB1270
 DB1270'RECOVERY NOTE BY US ENGINEERS 1952
 DB1270'1949 DESCRIPTION IS ADEQUATE.  STATION WITH TRIPOD AND REFERENCES
 DB1270'IN GOOD CONDITION.
 DB1270
 DB1270                          STATION RECOVERY (1956)
 DB1270
 DB1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DB1270'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 DB1270'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 DB1270'WAS RECOVERED BUT SHOWS EVIDENCE OF HAVING BEEN STRUCK BY SOME
 DB1270'BLUNT INSTRUMENT AND THE MARK IS IN A VERY BATTERED CONDITION.
 DB1270'A DISCREPANCY WAS FOUND IN THE DIRECTION OF THIS MARK AND IT IS
 DB1270'THOUGHT TO HAVE BEEN MOVED SOME BY THIS BATTERING.
 DB1270'
 DB1270'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DB1270'
 DB1270'THE STATION IS ABOUT 24 MILES NORTHEAST OF YUMA, 5-1/2 MILES
 DB1270'NORTHEAST OF COUNTY WELL AND 0.3 MILE EAST OF STATE ROUTE
 DB1270'NO. 95.  IT IS ON THE HIGHEST AND MOST NORTHEASTERLY POINT OF
 DB1270'A LOW, PROMINENT, TWO POINTED HILL, THE ONLY ONE IN THE
 DB1270'IMMEDIATE VICINITY.  THE STATION IS MARKED BY A U.S. GEOLOGICAL
 DB1270'SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 DB1270'THAT PROJECTS 8 INCHES, 7 FEET WEST OF A LARGE CAIRN AND THE
 DB1270'DISK IS STAMPED 1925 A2.
 DB1270'
 DB1270'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN
 DB1270'A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 3 FEET AND IS ABOUT
 DB1270'8 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 24 FEET
 DB1270'NORTH OF A LARGE CAIRN AND THE DISK IS STAMPED TWO POINT NO
 DB1270'1 1949.
 DB1270'
 DB1270'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN
 DB1270'A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 FEET AND IS ABOUT
 DB1270'3 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 20 FEET
 DB1270'NORTHWEST OF A LARGE CAIRN AND THE DISK IS STAMPED TWO POINT
 DB1270'NO 2 1949.
 DB1270'
 DB1270'THE AZIMUTH MARK IS NEAR THE NORTH EDGE OF A LOW, ROCK COVERED
 DB1270'RISE ABOUT 70 PACES EAST OF THE CENTER OF STATE ROUTE NO. 95,
 DB1270'50 FEET WEST OF A LARGE OCOTILLO PLANT AND 15 FEET NORTH OF A
 DB1270'WITNESS POST.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 DB1270'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED TWO POINT
 DB1270'1949.
 DB1270'
 DB1270'TO REACH THE STATION FROM THE CITY HALL IN YUMA, GO WEST ON
 DB1270'SECOND STREET FOR 1 BLOCK TO U.S. HIGHWAY NO. 80.  (THIS IS
 DB1270'FOURTH AVENUE).  HERE TURN LEFT AND GO SOUTH ON U.S. HIGHWAY NO.
 DB1270'80 FOR 0.8 MILE TO THE JUNCTION WITH STATE ROUTE NO. 95, CONTINUE
 DB1270'SOUTH ON U.S. HIGHWAY NO. 80 AND STATE ROUTE NO. 95 FOR 1.0
 DB1270'MILE TO WHERE STATE ROUTE NO. 95 TURNS LEFT.  (THIS IS
 DB1270'EIGHTEENTH STREET).  HERE TURN LEFT AND GO EAST AND NORTH ON
 DB1270'STATE ROUTE NO. 95 FOR 20.5 MILES TO A PAVED ROAD LEFT AND A
 DB1270'SIGN ON THE RIGHT YUMA TEST CENTER.  CONTINUE NORTHERLY ON
 DB1270'STATE ROUTE NO. 95 FOR 8.1 MILES TO A LOW, ROCK COVERED
 DB1270'RISE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 DB1270'CONTINUE NORTHERLY ON STATE ROUTE NO. 95 FOR 0.75 MILE TO
 DB1270'WHERE THE OLD HIGHWAY GOES RIGHT, TURN RIGHT AND GO EAST ON
 DB1270'THE OLD HIGHWAY FOR 0.15 MILE TO A GRADED ROAD RIGHT, TURN
 DB1270'RIGHT ON THIS GRADED ROAD AND GO SOUTHERLY FOR 0.45
 DB1270'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 DB1270'SOUTH-SOUTHWESTERLY FOR 0.1 MILE, THEN BEAR LEFT ACROSS THE
 DB1270'DESERT FOR 0.25 MILE TO THE BASE OF A TWO POINTED HILL AND THE
 DB1270'END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTH-SOUTHEASTERLY
 DB1270'UP A ROCKY SLOPE TO THE TOP OF THE MOST NORTHERLY POINT AND THE
 DB1270'STATION AS DESCRIBED.  THIS IS ABOUT A 10 MINUTE PACK.
 DB1270
 DB1270                          STATION RECOVERY (1960)
 DB1270
 DB1270'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DB1270'STATION WAS FOUND DESTROYED.  THE CONSTRUCTION OF MILITARY
 DB1270'INSTALLATION ON TOP OF THE SMALL PEAK DESTROYED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0216 ***********************************************************************
 DB0216  DESIGNATION -  TWO TANK AZ MK 2
 DB0216  PID         -  DB0216
 DB0216  STATE/COUNTY-  AZ/YUMA
 DB0216  USGS QUAD   -  YUMA EAST (1994)
 DB0216
 DB0216                         *CURRENT SURVEY CONTROL
 DB0216  ___________________________________________________________________
 DB0216* NAD 83(1992)-  32 41 21.56687(N)    114 35 50.11852(W)     ADJUSTED  
 DB0216* NAVD 88     -        67.16   (+/-2cm)     220.3    (feet)  VERTCON   
 DB0216  ___________________________________________________________________
 DB0216  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DB0216  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB0216  HORZ ORDER  -  THIRD
 DB0216  VERT ORDER  -  ? (See Below)
 DB0216
 DB0216.The horizontal coordinates were established by classical geodetic methods
 DB0216.and adjusted by the National Geodetic Survey in August 1993.
 DB0216
 DB0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0216.The vertical order pertains to the NGVD 29 superseded value.
 DB0216
 DB0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0216
 DB0216.The geoid height was determined by GEOID03.
 DB0216
 DB0216;                    North         East     Units Scale Factor Converg.
 DB0216;SPC AZ W     -   187,624.029   133,909.035   MT  1.00001114   -0 27 27.4
 DB0216;SPC AZ W     -   615,564.40    439,334.10   iFT  1.00001114   -0 27 27.4
 DB0216;SPC CA 6     -   559,192.894 2,154,989.497   MT  1.00001697   +0 54 29.6
 DB0216;SPC CA 6     - 1,834,618.69  7,070,161.37   sFT  1.00001697   +0 54 29.6
 DB0216;UTM  11      - 3,619,398.158   725,265.468   MT  1.00022576   +1 17 53.6
 DB0216
 DB0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0216!SPC AZ W     -   0.99999477  x   1.00001114  =   1.00000591
 DB0216!SPC CA 6     -   0.99999477  x   1.00001697  =   1.00001174
 DB0216!UTM  11      -   0.99999477  x   1.00022576  =   1.00022052
 DB0216
 DB0216:                Primary Azimuth Mark                     Grid Az
 DB0216:SPC AZ W     -  TWO TANK                                 308 19 51.2
 DB0216:SPC CA 6     -  TWO TANK                                 306 57 54.2
 DB0216:UTM  11      -  TWO TANK                                 306 34 30.2
 DB0216
 DB0216|---------------------------------------------------------------------|
 DB0216| PID    Reference Object                     Distance      Geod. Az  |
 DB0216|                                                           dddmmss.s |
 DB0216| DB0214 TWO TANK                            APPROX. 1.4 KM 3075223.8 |
 DB0216|---------------------------------------------------------------------|
 DB0216
 DB0216                          SUPERSEDED SURVEY CONTROL
 DB0216
 DB0216  NAD 83(1986)-  32 41 21.57770(N)    114 35 50.12832(W) AD(       ) 3
 DB0216  NAD 27      -  32 41 21.40687(N)    114 35 47.29921(W) AD(       ) 3
 DB0216  NGVD 29 (??/??/??)   66.502  (m)          218.18   (f) ADJUSTED    ?  
 DB0216
 DB0216.Superseded values are not recommended for survey control.
 DB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0216.See file dsdata.txt to determine how the superseded data were derived.
 DB0216
 DB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2526519398(NAD 83)
 DB0216_MARKER: DZ = AZIMUTH MARK DISK
 DB0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0216_STAMPING: TWO TANKS 2 USE 1969
 DB0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0216+STABILITY: SURFACE MOTION
 DB0216
 DB0216  HISTORY     - Date     Condition        Report By
 DB0216  HISTORY     - 1969     MONUMENTED       CGS
 DB0216  HISTORY     - 1969     GOOD             USE
 DB0216  HISTORY     - 19950523 GOOD             USPSQD
 DB0216
 DB0216                          STATION DESCRIPTION
 DB0216
 DB0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DB0216'3.8 MI SE FROM YUMA.
 DB0216'1.5 MILES EAST ALONG STATE HIGHWAY 95 FROM THE INTERSECTION OF
 DB0216'U.S. HIGHWAY 80 AT YUMA, THENCE SOUTH TO A LOW HIGHWAY CUT
 DB0216'THROUGH ROCK AND STATION TO THE EAST, LOCATED ON THE EASTERLY
 DB0216'OF THREE SMALL KNOLLS (5 FEET HIGH), 475 FEET EAST OF THE
 DB0216'CENTER LINE OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DB0216'PROJECTING 8 INCHES ABOVE THE GROUND.
 DB0216
 DB0216                          STATION RECOVERY (1969)
 DB0216
 DB0216'RECOVERY NOTE BY US ENGINEERS 1969
 DB0216'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, TWO TANK USE 1960, 1969.
 DB0216'IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT, PROJECTS 4 INCHES.
 DB0216'IT IS ON TOP OF A 5 FOOT KNOLL WHICH IS ABOUT 0.1 MILE EAST OF PACIFIC
 DB0216'AVENUE, 0.1 MILE NORTHWEST OF WHERE THE RAILROAD CROSSES THE AVE. AND
 DB0216'MARKED BY A WITNESS POST AND SIGN.
 DB0216'TO REACH STATION TWO TANK USE FROM THE JUCTION OF US HWY 80 AND 95 IN
 DB0216'YUMA, GO EAST ALONG 95 FOR 1.0 MILE TO 2 LARGE HOLDING TANKS ON THE
 DB0216'RIGHT AND STATION TWO TANK USE.
 DB0216'
 DB0216'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ALONG THE
 DB0216'HWY FOR 0.6 MILE TO PACIFIC AVENUE.  TURN RIGHT ALONG PACIFIC AVE. FOR
 DB0216'0.6 MILE TO THE ARIZONA PUBLIC SAFTY BUILDING ON THE LEFT, CONTINUE
 DB0216'AHEAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 DB0216
 DB0216                          STATION RECOVERY (1995)
 DB0216
 DB0216'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0634 ***********************************************************************
 GP0634  DESIGNATION -  TYENDE
 GP0634  PID         -  GP0634
 GP0634  STATE/COUNTY-  AZ/NAVAJO
 GP0634  USGS QUAD   -  TSEYI-HATSOSI (1988)
 GP0634
 GP0634                         *CURRENT SURVEY CONTROL
 GP0634  ___________________________________________________________________
 GP0634* NAD 83(1992)-  36 49 49.29686(N)    110 16 37.76256(W)     ADJUSTED  
 GP0634* NAVD 88     -      2114.2    (meters)    6936.     (feet)  VERTCON   
 GP0634  ___________________________________________________________________
 GP0634  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GP0634  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 GP0634  HORZ ORDER  -  FIRST
 GP0634
 GP0634.The horizontal coordinates were established by classical geodetic methods
 GP0634.and adjusted by the National Geodetic Survey in November 1997.
 GP0634
 GP0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0634
 GP0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0634
 GP0634.The geoid height was determined by GEOID03.
 GP0634
 GP0634;                    North         East     Units Scale Factor Converg.
 GP0634;SPC AZ E     -   646,651.726   203,504.315   MT  0.99990120   -0 03 58.4
 GP0634;SPC AZ E     - 2,121,560.78    667,665.08   iFT  0.99990120   -0 03 58.4
 GP0634;UTM  12      - 4,076,297.696   564,458.876   MT  0.99965119   +0 25 60.0
 GP0634
 GP0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0634!SPC AZ E     -   0.99967156  x   0.99990120  =   0.99957279
 GP0634!UTM  12      -   0.99967156  x   0.99965119  =   0.99932286
 GP0634
 GP0634|---------------------------------------------------------------------|
 GP0634| PID    Reference Object                     Distance      Geod. Az  |
 GP0634|                                                           dddmmss.s |
 GP0634| CD4111 TYENDE RM 1                           6.991 METERS 04603     |
 GP0634| GP0629 AGATHLA PEAK CAIRN                  APPROX. 4.7 KM 0953652.4 |
 GP0634| GP0630 OWL ROCK PEAK                       APPROX. 2.7 KM 1142532.2 |
 GP0634| CD4112 TYENDE RM 2                           4.034 METERS 22656     |
 GP0634| CD4110 TYENDE AZ MK                                       2752604.2 |
 GP0634|---------------------------------------------------------------------|
 GP0634
 GP0634                          SUPERSEDED SURVEY CONTROL
 GP0634
 GP0634  NAD 83(1992)-  36 49 49.29575(N)    110 16 37.76283(W) AD(       ) 1
 GP0634  NAD 83(1986)-  36 49 49.29609(N)    110 16 37.76151(W) AD(       ) 1
 GP0634  NAD 27      -  36 49 49.28700(N)    110 16 35.28000(W) AD(       ) 1
 GP0634  NGVD 29 (07/19/86) 2113.2    (m)         6933.     (f) VERT ANG    3  
 GP0634
 GP0634.Superseded values are not recommended for survey control.
 GP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0634.See file dsdata.txt to determine how the superseded data were derived.
 GP0634
 GP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6445976298(NAD 83)
 GP0634_MARKER: DS = TRIANGULATION STATION DISK
 GP0634_SETTING: 66 = SET IN ROCK OUTCROP
 GP0634
 GP0634  HISTORY     - Date     Condition        Report By
 GP0634  HISTORY     - 1951     MONUMENTED       CGS
 GP0634  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GP0634
 GP0634                          STATION DESCRIPTION
 GP0634
 GP0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0634'THE STATION IS LOCATED ON THE NORTH END OF A HIGH SHORT MESA
 GP0634'THAT IS THE HIGHEST MESA IN A GROUP OF THREE MESAS IN THE
 GP0634'VICINITY.  IT IS ABOUT 5-1/2 MILES AIRLINE NORTH OF KAYENTA,
 GP0634'ABOUT 20 MILES AIRLINE WEST OF DINNEHOTSO, AND ABOUT 13 MILES
 GP0634'AIRLINE SOUTHWEST OF GOULDING.
 GP0634'
 GP0634'THE STATION IS ON A NARROW RIDGE THAT RUNS NORTHEAST AND
 GP0634'SOUTHWEST, 36 FEET FROM THE NORTH END OF THE RIDGE, 7 FEET
 GP0634'NORTHWEST OF A CLIFF, 6 FEET SOUTHEAST OF A CLIFF, AND ON
 GP0634'AN OVERHANGING LEDGE.  IT IS A STANDARD DISK SET IN A DRILL
 GP0634'HOLE IN BEDROCK THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--
 GP0634'TYENDE 1951.
 GP0634'
 GP0634'REFERENCE MARK NUMBER ONE IS ABOUT 4 FEET LOWER THAN THE
 GP0634'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 GP0634'NORTHEAST SLOPE OF A BEDROCK OUTCROP THAT PROJECTS 6 INCHES.
 GP0634'THE DISK IS STAMPED--TYENDE NO 1 1951.
 GP0634'
 GP0634'REFERENCE MARK NUMBER TWO IS 2 FEET LOWER THAN THE STATION AND
 GP0634'IN THE CENTER OF THE RIDGIT IS A STANDARD DISK SET IN A
 GP0634'DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT.  THE DISK IS
 GP0634'STAMPED--TYENDE NO 2 1951.
 GP0634'
 GP0634'THE AZIMUTH MARK IS ON A BARE SAND STONE KNOLL, 2 FEET EAST
 GP0634'OF A WHITE WITNESS POST SUPPORTED BY A 3-FOOT CAIRN, AND 12
 GP0634'FEET NORTHEAST OF A 12-INCH DEAD CEDAR TREE.  IT IS A STANDARD
 GP0634'DISK SET IN A DRILL HOLE IN BEDROCK.  THE DISK IS STAMPED--
 GP0634'TYENDE 1951.  TO REACH THE MARK FROM THE STATION GO WEST OFF
 GP0634'THE RIDGE AND ACROSS A GULLY FOR ABOUT 1/4 MILE TO THE SAND
 GP0634'STONE KNOLL AND THE MARK.
 GP0634'
 GP0634'TO REACH THE STATION FROM THE POST OFFICE IN KAYENTA GO SOUTH
 GP0634'FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN TUBA
 GP0634'CITY AND GO 3.45 MILES TO A FENCE CORNER AND A SIDE ROAD ON
 GP0634'THE RIGHT.  TURN RIGHT AND GO 1.2 MILES TO A DAM ON THE
 GP0634'LEFT.  CROSS OVER THE CONCRETE FORD THAT IS EAST AND BELOW
 GP0634'THE DAM AND FOLLOW THE TRACK ROAD FOR 0.3 MILE TO A FORK.
 GP0634'TAKE THE RIGHT FORK AND GO 1.7 MILES, CROSSING THE STREAM
 GP0634'BED 9 TIMES, TO A FORK.  TAKE THE RIGHT FORK, SHELF ROAD, AND
 GP0634'GO 3.7 MILES, CROSSING BEDROCK AND SAND, TO A FORK.  TAKE THE
 GP0634'RIGHT FORK AND GO 0.4 MILE TO A WINDMILL THAT IS IN THE
 GP0634'CENTER OF A LARGE BEDROCK KNOLL AND THE END OF TRUCK TRAVEL.
 GP0634'FROM THE WINDMILL PACK DUE NORTHEAST FOR ABOUT 2
 GP0634'MILES TO THE BASE OF THE SMALL MESA.  CLIMB EAST UP THE ROCK
 GP0634'CLIFFS TO THE SUMMIT OF THE MESA AND THEN GO NORTHEAST ALONG
 GP0634'THE TOP OF THE MESA TO THE STATION.  NOTE--THE PACK WILL
 GP0634'REQUIRE ABOUT 2 HOURS.  THE LAST 2 MILES HAS BEEN DRIVEN
 GP0634'WITH A FOUR WHEEL DRIVE VEHICLE AND IS VERY ROUGH.  IT IS
 GP0634'BELIEVED TIME WILL BE SAVED IF THE LAST PART IS PACKED.
 GP0634'
 GP0634'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 GP0634
 GP0634                          STATION RECOVERY (1970)
 GP0634
 GP0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GP0634'THE STATION MARK AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED.
 GP0634'USGS STATION OWL IS ABOUT 40 FEET WEST ALONG THE NARROW RIDGE.
 GP0634'
 GP0634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 GP0634'NORTH OF KAYENTA
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9088 ***********************************************************************
 DG9088  PACS        -  This is a Primary Airport Control Station.
 DG9088  DESIGNATION -  TYL A
 DG9088  PID         -  DG9088
 DG9088  STATE/COUNTY-  AZ/NAVAJO
 DG9088  USGS QUAD   -  TAYLOR (1970)
 DG9088
 DG9088                         *CURRENT SURVEY CONTROL
 DG9088  ___________________________________________________________________
 DG9088* NAD 83(2007)-  34 27 18.00357(N)    110 06 40.29334(W)     ADJUSTED  
 DG9088* NAVD 88     -      1750.14   (meters)    5741.9    (feet)  GPS OBS   
 DG9088  ___________________________________________________________________
 DG9088  EPOCH DATE  -        2007.00
 DG9088  X           -  -1,810,778.495 (meters)                     COMP
 DG9088  Y           -  -4,945,191.262 (meters)                     COMP
 DG9088  Z           -   3,589,153.521 (meters)                     COMP
 DG9088  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DG9088  ELLIP HEIGHT-        1726.093 (meters)          (02/10/07) ADJUSTED
 DG9088  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 DG9088
 DG9088  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9088  Type    PID    Designation                      North   East  Ellip
 DG9088  -------------------------------------------------------------------
 DG9088  NETWORK DG9088 TYL A                             0.35   0.31   1.71
 DG9088  -------------------------------------------------------------------
 DG9088
 DG9088.This mark is at Taylor Airport  (TYL)
 DG9088
 DG9088.The horizontal coordinates were established by GPS observations
 DG9088.and adjusted by the National Geodetic Survey in February 2007.
 DG9088
 DG9088.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9088.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9088.The horizontal coordinates are valid at the epoch date displayed above.
 DG9088.The epoch date for horizontal control is a decimal equivalence
 DG9088.of Year/Month/Day.
 DG9088
 DG9088.The orthometric height was determined by GPS observations and a
 DG9088.high-resolution geoid model.
 DG9088
 DG9088.GPS derived orthometric heights for airport stations designated as
 DG9088.PACS or SACS are published to 2 decimal places.  This maintains
 DG9088.centimeter relative accuracy between the PACS and SACS.  It does
 DG9088.not indicate centimeter accuracy relative to other marks which are
 DG9088.part of the NAVD 88 network.
 DG9088
 DG9088.Photographs are available for this station.
 DG9088
 DG9088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9088
 DG9088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9088
 DG9088.The ellipsoidal height was determined by GPS observations
 DG9088.and is referenced to NAD 83.
 DG9088
 DG9088.The geoid height was determined by GEOID03.
 DG9088
 DG9088;                    North         East     Units Scale Factor Converg.
 DG9088;SPC AZ E     -   383,121.868   218,456.964   MT  0.99990032   +0 01 53.0
 DG9088;SPC AZ E     - 1,256,961.51    716,722.32   iFT  0.99990032   +0 01 53.0
 DG9088;UTM  12      - 3,812,965.730   581,640.410   MT  0.99968215   +0 30 10.4
 DG9088
 DG9088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9088!SPC AZ E     -   0.99972912  x   0.99990032  =   0.99962946
 DG9088!UTM  12      -   0.99972912  x   0.99968215  =   0.99941135
 DG9088
 DG9088                          SUPERSEDED SURVEY CONTROL
 DG9088
 DG9088  NAD 83(1992)-  34 27 18.00356(N)    110 06 40.29318(W) AD(       ) B
 DG9088  ELLIP H (01/17/05) 1726.100  (m)                       GP(       ) 4 1
 DG9088
 DG9088.Superseded values are not recommended for survey control.
 DG9088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9088.See file dsdata.txt to determine how the superseded data were derived.
 DG9088
 DG9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8164012966(NAD 83)
 DG9088_MARKER: F = FLANGE-ENCASED ROD
 DG9088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9088_STAMPING: TYL A 2004
 DG9088_MARK LOGO: NGS   
 DG9088_PROJECTION: FLUSH
 DG9088_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9088+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DG9088_ROD/PIPE-DEPTH: 4.6  meters
 DG9088_SLEEVE-DEPTH  : 0.9 meters
 DG9088
 DG9088  HISTORY     - Date     Condition        Report By
 DG9088  HISTORY     - 20041104 MONUMENTED       MSAM
 DG9088  HISTORY     - 20060712 GOOD             NGS
 DG9088
 DG9088                          STATION DESCRIPTION
 DG9088
 DG9088'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9088'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9088'IS LOCATED 212 KM (132 MI) NORTHEAST OF PHOENIX  AND 164 KM (102 MI)
 DG9088'SOUTHEAST OF FLAGSTAFF, IN THE SOUTHWEST QUADRANT OF TAYLOR, ARIZONA.
 DG9088'THE STATION IS LOCATED IN THE  CENTRAL AREA OF THE TAYLOR MUNICIPAL
 DG9088'AIRPORT. THE AIRPORT IS  UNCONTROLLED PERMISSION TO ENTER IS REQUIRED.
 DG9088'AIRPORT MANAGER--RICHARD PRIOR TELEPHONE--928-536-7945
 DG9088' 
 DG9088'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 60 AND  STATE
 DG9088'HIGHWAY 77 AT ITS INTERSECTION IN SHOW LOW, ARIZONA.  GO  NORTH ON
 DG9088'HIGHWAY 77 FOR 23.6 KM (14.7 MI) TO SOUTH WILLOW LANE  IN TAYLOR.
 DG9088'TURN LEFT (WEST) FOR 1.20 KM (0.75 MI) TO AIRPORT ROAD.   TURN LEFT
 DG9088'(SOUTH, ROAD WINDS TO THE WEST) FOR 1.01 KM (.63 MI)  TO A GATE
 DG9088'ENTERING ON TO THE APRON.  TURN LEFT (WEST) ON THE  APRON FOR 120 M
 DG9088'(400') TO THE STATION ON THE LEFT (SOUTH).   LOCATED NEAR A LARGE FUEL
 DG9088'TANK.
 DG9088' 
 DG9088'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD  DRIVEN TO
 DG9088'REFUSAL AT A DEPTH OF 4.63 M (15.2 FT) ENCASED IN A 0.9 M  (3.0 FT)
 DG9088'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH  LOGO LID,
 DG9088'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.   IT IS 23.88 M
 DG9088'(78.34 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF FUEL TANK,  18.63 M
 DG9088'(61.12 FT) SOUTHWEST OF A FIRE HYDRANT, 17.48 M (57.34 FT) SOUTH
 DG9088'SOUTHWEST OF THE SOUTHEAST CORNER OF THE ASPHALT APRON NEAR THE FUEL
 DG9088'TANK, AND 2.0 M (6.4 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 DG9088'THIS STATION IS DESIGNATED AS A PRIMARY CONTROL STATION.
 DG9088
 DG9088                          STATION RECOVERY (2006)
 DG9088
 DG9088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DG9088'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9083 ***********************************************************************
 DG9083  SACS        -  This is a Secondary Airport Control Station.
 DG9083  DESIGNATION -  TYL B
 DG9083  PID         -  DG9083
 DG9083  STATE/COUNTY-  AZ/NAVAJO
 DG9083  USGS QUAD   -  TAYLOR (1970)
 DG9083
 DG9083                         *CURRENT SURVEY CONTROL
 DG9083  ___________________________________________________________________
 DG9083* NAD 83(2007)-  34 26 45.48313(N)    110 07 14.10955(W)     ADJUSTED  
 DG9083* NAVD 88     -      1770.20   (meters)    5807.7    (feet)  GPS OBS   
 DG9083  ___________________________________________________________________
 DG9083  EPOCH DATE  -        2007.00
 DG9083  X           -  -1,811,789.963 (meters)                     COMP
 DG9083  Y           -  -4,945,442.290 (meters)                     COMP
 DG9083  Z           -   3,588,338.314 (meters)                     COMP
 DG9083  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DG9083  ELLIP HEIGHT-        1746.164 (meters)          (02/10/07) ADJUSTED
 DG9083  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 DG9083
 DG9083  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9083  Type    PID    Designation                      North   East  Ellip
 DG9083  -------------------------------------------------------------------
 DG9083  NETWORK DG9083 TYL B                             0.41   0.33   1.74
 DG9083  -------------------------------------------------------------------
 DG9083
 DG9083.This mark is at Taylor Airport  (TYL)
 DG9083
 DG9083.The horizontal coordinates were established by GPS observations
 DG9083.and adjusted by the National Geodetic Survey in February 2007.
 DG9083
 DG9083.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9083.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9083.The horizontal coordinates are valid at the epoch date displayed above.
 DG9083.The epoch date for horizontal control is a decimal equivalence
 DG9083.of Year/Month/Day.
 DG9083
 DG9083.The orthometric height was determined by GPS observations and a
 DG9083.high-resolution geoid model.
 DG9083
 DG9083.GPS derived orthometric heights for airport stations designated as
 DG9083.PACS or SACS are published to 2 decimal places.  This maintains
 DG9083.centimeter relative accuracy between the PACS and SACS.  It does
 DG9083.not indicate centimeter accuracy relative to other marks which are
 DG9083.part of the NAVD 88 network.
 DG9083
 DG9083.Photographs are available for this station.
 DG9083
 DG9083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9083
 DG9083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9083
 DG9083.The ellipsoidal height was determined by GPS observations
 DG9083.and is referenced to NAD 83.
 DG9083
 DG9083.The geoid height was determined by GEOID03.
 DG9083
 DG9083;                    North         East     Units Scale Factor Converg.
 DG9083;SPC AZ E     -   382,119.449   217,594.354   MT  0.99990022   +0 01 33.8
 DG9083;SPC AZ E     - 1,253,672.73    713,892.24   iFT  0.99990022   +0 01 33.8
 DG9083;UTM  12      - 3,811,956.468   580,786.264   MT  0.99968044   +0 29 50.8
 DG9083
 DG9083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9083!SPC AZ E     -   0.99972597  x   0.99990022  =   0.99962622
 DG9083!UTM  12      -   0.99972597  x   0.99968044  =   0.99940650
 DG9083
 DG9083                          SUPERSEDED SURVEY CONTROL
 DG9083
 DG9083  NAD 83(1992)-  34 26 45.48311(N)    110 07 14.10939(W) AD(       ) 1
 DG9083  ELLIP H (01/17/05) 1746.171  (m)                       GP(       ) 4 1
 DG9083
 DG9083.Superseded values are not recommended for survey control.
 DG9083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9083.See file dsdata.txt to determine how the superseded data were derived.
 DG9083
 DG9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8078611956(NAD 83)
 DG9083_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9083_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG9083_STAMPING: TYL B 2004
 DG9083_MARK LOGO: NGS   
 DG9083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9083+STABILITY: SURFACE MOTION
 DG9083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9083+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DG9083
 DG9083  HISTORY     - Date     Condition        Report By
 DG9083  HISTORY     - 20041104 MONUMENTED       MSAM
 DG9083
 DG9083                          STATION DESCRIPTION
 DG9083
 DG9083'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9083'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9083'IS LOCATED 212 KM (132 MI) NORTHEAST OF PHOENIX  AND 164 KM (102 MI)
 DG9083'SOUTHEAST OF FLAGSTAFF, IN THE SOUTHWEST QUADRANT OF TAYLOR, ARIZONA.
 DG9083'THE STATION IS LOCATED IN THE  SOUTHERN AREA OF THE TAYLOR MUNICIPAL
 DG9083'AIRPORT.  THE AIRPORT IS UNCONTROLLED PERMISSION TO ENTER IS REQUIRED.
 DG9083'AIRPORT MANAGER--RICHARD PRIOR TELEPHONE--928-536-7945
 DG9083' 
 DG9083'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 60  AND STATE
 DG9083'HIGHWAY 77 AT ITS INTERSECTION IN SHOW LOW, ARIZONA.   GO NORTH ON
 DG9083'HIGHWAY 77 FOR 23.6 KM (14.7 MI) TO SOUTH WILLOW  LANE IN TAYLOR.
 DG9083'TURN LEFT (WEST) FOR 1.20 KM (0.75 MI) TO  AIRPORT ROAD. TURN LEFT
 DG9083'(SOUTH, ROAD WINDS TO THE WEST) FOR  1.01 KM (.63 MI) TO A GATE
 DG9083'ENTERING ON TO THE APRON. TURN LEFT  (WEST) ON THE APRON FOR 120 M
 DG9083'(400') TO TAXIWAY A. CONTINUE ON  TAXIWAY A FOR 1.25 KM (.78 MI) TO
 DG9083'THE STATION ON THE LEFT  (SOUTHEAST).
 DG9083' 
 DG9083'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.   IT
 DG9083'IS 62.60 M (205.40 FT) SOUTHEAST OF A SIGN MARKED A-2, 23.10 M  (75.78
 DG9083'FT) SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY A, 20.47 M  (67.15 FT)
 DG9083'SOUTHEAST OF A BLUE AND WHITE STRIPED REFLECTOR, AND  2.0 M (6.4 FT)
 DG9083'NORTHWEST OF THE AIRPORT PEREMETER FENCE, 2.0 M  (6.4 FT) NORTHWEST OF
 DG9083'A FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY
 DG9083'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DG9084 ***********************************************************************
 DG9084  SACS        -  This is a Secondary Airport Control Station.
 DG9084  DESIGNATION -  TYL C
 DG9084  PID         -  DG9084
 DG9084  STATE/COUNTY-  AZ/NAVAJO
 DG9084  USGS QUAD   -  TAYLOR (1970)
 DG9084
 DG9084                         *CURRENT SURVEY CONTROL
 DG9084  ___________________________________________________________________
 DG9084* NAD 83(2007)-  34 27 35.67547(N)    110 06 22.15157(W)     ADJUSTED  
 DG9084* NAVD 88     -      1741.22   (meters)    5712.7    (feet)  GPS OBS   
 DG9084  ___________________________________________________________________
 DG9084  EPOCH DATE  -        2007.00
 DG9084  X           -  -1,810,235.067 (meters)                     COMP
 DG9084  Y           -  -4,945,054.190 (meters)                     COMP
 DG9084  Z           -   3,589,597.590 (meters)                     COMP
 DG9084  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DG9084  ELLIP HEIGHT-        1717.161 (meters)          (02/10/07) ADJUSTED
 DG9084  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 DG9084
 DG9084  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9084  Type    PID    Designation                      North   East  Ellip
 DG9084  -------------------------------------------------------------------
 DG9084  NETWORK DG9084 TYL C                             0.41   0.33   1.74
 DG9084  -------------------------------------------------------------------
 DG9084
 DG9084.This mark is at Taylor Airport  (TYL)
 DG9084
 DG9084.The horizontal coordinates were established by GPS observations
 DG9084.and adjusted by the National Geodetic Survey in February 2007.
 DG9084
 DG9084.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9084.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9084.The horizontal coordinates are valid at the epoch date displayed above.
 DG9084.The epoch date for horizontal control is a decimal equivalence
 DG9084.of Year/Month/Day.
 DG9084
 DG9084.The orthometric height was determined by GPS observations and a
 DG9084.high-resolution geoid model.
 DG9084
 DG9084.GPS derived orthometric heights for airport stations designated as
 DG9084.PACS or SACS are published to 2 decimal places.  This maintains
 DG9084.centimeter relative accuracy between the PACS and SACS.  It does
 DG9084.not indicate centimeter accuracy relative to other marks which are
 DG9084.part of the NAVD 88 network.
 DG9084
 DG9084.Photographs are available for this station.
 DG9084
 DG9084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9084
 DG9084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9084
 DG9084.The ellipsoidal height was determined by GPS observations
 DG9084.and is referenced to NAD 83.
 DG9084
 DG9084.The geoid height was determined by GEOID03.
 DG9084
 DG9084;                    North         East     Units Scale Factor Converg.
 DG9084;SPC AZ E     -   383,666.622   218,919.658   MT  0.99990038   +0 02 03.3
 DG9084;SPC AZ E     - 1,258,748.76    718,240.35   iFT  0.99990038   +0 02 03.3
 DG9084;UTM  12      - 3,813,514.154   582,098.505   MT  0.99968308   +0 30 20.9
 DG9084
 DG9084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9084!SPC AZ E     -   0.99973052  x   0.99990038  =   0.99963093
 DG9084!UTM  12      -   0.99973052  x   0.99968308  =   0.99941368
 DG9084
 DG9084                          SUPERSEDED SURVEY CONTROL
 DG9084
 DG9084  NAD 83(1992)-  34 27 35.67546(N)    110 06 22.15142(W) AD(       ) 1
 DG9084  ELLIP H (01/17/05) 1717.169  (m)                       GP(       ) 4 1
 DG9084
 DG9084.Superseded values are not recommended for survey control.
 DG9084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9084.See file dsdata.txt to determine how the superseded data were derived.
 DG9084
 DG9084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8209913514(NAD 83)
 DG9084_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9084_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG9084_STAMPING: TYL C 2004
 DG9084_MARK LOGO: NGS   
 DG9084_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9084+STABILITY: SURFACE MOTION
 DG9084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9084+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 DG9084
 DG9084  HISTORY     - Date     Condition        Report By
 DG9084  HISTORY     - 20041104 MONUMENTED       MSAM
 DG9084
 DG9084                          STATION DESCRIPTION
 DG9084
 DG9084'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG9084'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) THE STATION
 DG9084'IS LOCATED 212 KM (132 MI) NORTHEAST OF PHOENIX  AND 164 KM (102 MI)
 DG9084'SOUTHEAST OF FLAGSTAFF, IN THE SOUTHWEST QUADRANT OF TAYLOR, ARIZONA.
 DG9084'THE STATION IS LOCATED IN THE  NORTHERN AREA OF THE TAYLOR MUNICIPAL
 DG9084'AIRPORT.  THE AIRPORT IS UNCONTROLLED PERMISSION TO ENTER IS REQUIRED.
 DG9084'AIRPORT MANAGER--RICHARD PRIOR TELEPHONE--928-536-7945
 DG9084' 
 DG9084'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 60 AND  STATE HWY
 DG9084'77 AT ITS INTERSECTION IN SHOW LOW, ARIZONA. GO  NORTH ON HWY 77 FOR
 DG9084'23.6 KM (14.7 MI) TO SOUTH WILLOW LANE  IN TAYLOR.  TURN LEFT (WEST)
 DG9084'FOR 1.20 KM (0.75 MI) TO AIRPORT  ROAD. TURN LEFT (SOUTH, ROAD WINDS
 DG9084'TO THE WEST) FOR 1.01 KM  (.63 MI) TO A GATE ENTERING ON TO THE APRON.
 DG9084'CONTINUE STRAIGHT  (NORTHEAST) THROUGH THE GATE FOR ABOUT 90 M (300
 DG9084'FT) TO TAXIWAY A.   TURN RIGHT NORTHEAST ON TAXIWAY A FOR 0.53 KM
 DG9084'(0.33 MI) TO THE STATION STARIGHT AHEAD AT THE END OF TAXIWAY A.
 DG9084' 
 DG9084'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG9084'41.68 M (136.75 FT) NORTHEAST OF THE CENTER OF A SIGN READING  A5-21,
 DG9084'27.52 M (90.28 FT)NORTHWEST OF THE NORTHWEST CORNER OF A  BROWN HANGER
 DG9084'BUILDING, 2.34 M (7.68 FT) SOUTHWEST OF A IRON BRACED  FENCE CORNER,
 DG9084'AND 2.34 M (7.68 FT) SOUTHWEST OF A FIBERGLASS WITNESS  POST. THIS
 DG9084'STATION IS DESIGNATED AS A SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0899 ***********************************************************************
 DW0899  DESIGNATION -  TYSON
 DW0899  PID         -  DW0899
 DW0899  STATE/COUNTY-  AZ/LA PAZ
 DW0899  USGS QUAD   -  MOON MTN (1970)
 DW0899
 DW0899                         *CURRENT SURVEY CONTROL
 DW0899  ___________________________________________________________________
 DW0899* NAD 83(1992)-  33 47 50.34059(N)    114 23 59.65797(W)     ADJUSTED  
 DW0899* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 DW0899  ___________________________________________________________________
 DW0899  EPOCH DATE  -        1991.35
 DW0899  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 DW0899  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DW0899  HORZ ORDER  -  FIRST
 DW0899
 DW0899.The horizontal coordinates were established by classical geodetic methods
 DW0899.and adjusted by the National Geodetic Survey in June 1996.
 DW0899.The horizontal coordinates are valid at the epoch date displayed above.
 DW0899.The epoch date for horizontal control is a decimal equivalence
 DW0899.of Year/Month/Day.
 DW0899
 DW0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0899
 DW0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0899
 DW0899.The geoid height was determined by GEOID03.
 DW0899
 DW0899;                    North         East     Units Scale Factor Converg.
 DW0899;SPC AZ W     -   310,374.569   153,179.957   MT  0.99997796   -0 21 41.5
 DW0899;SPC AZ W     - 1,018,289.27    502,558.91   iFT  0.99997796   -0 21 41.5
 DW0899;SPC CA 6     -   682,366.992 2,171,314.248   MT  0.99998675   +1 00 60.0
 DW0899;SPC CA 6     - 2,238,732.37  7,123,720.16   sFT  0.99998675   +1 00 60.0
 DW0899;UTM  11      - 3,742,722.667   740,713.656   MT  1.00031437   +1 26 49.3
 DW0899
 DW0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0899!SPC AZ W     -   0.99995190  x   0.99997796  =   0.99992986
 DW0899!SPC CA 6     -   0.99995190  x   0.99998675  =   0.99993865
 DW0899!UTM  11      -   0.99995190  x   1.00031437  =   1.00026626
 DW0899
 DW0899:                Primary Azimuth Mark                     Grid Az
 DW0899:SPC AZ W     -  TYSON AZ MK                              053 05 34.4
 DW0899:SPC CA 6     -  TYSON AZ MK                              051 42 52.9
 DW0899:UTM  11      -  TYSON AZ MK                              051 17 03.6
 DW0899
 DW0899|---------------------------------------------------------------------|
 DW0899| PID    Reference Object                     Distance      Geod. Az  |
 DW0899|                                                           dddmmss.s |
 DW0899| CF1676 TYSON AZ MK                                        0524352.9 |
 DW0899| CF1674 TYSON RM 1                           16.090 METERS 11026     |
 DW0899| CF1675 TYSON RM 2 AZIMUTH                    6.260 METERS 26448     |
 DW0899|---------------------------------------------------------------------|
 DW0899
 DW0899                          SUPERSEDED SURVEY CONTROL
 DW0899
 DW0899  NAD 83(1992)-  33 47 50.34022(N)    114 23 59.65825(W) AD(       ) 1
 DW0899  NAD 83(1986)-  33 47 50.34020(N)    114 23 59.66312(W) AD(       ) 1
 DW0899  NAD 27      -  33 47 50.26700(N)    114 23 56.83200(W) AD(       ) 1
 DW0899  NGVD 29 (07/19/86)  337.8    (m)         1108.     (f) VERT ANG    3  
 DW0899
 DW0899.Superseded values are not recommended for survey control.
 DW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0899.See file dsdata.txt to determine how the superseded data were derived.
 DW0899
 DW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4071442723(NAD 83)
 DW0899_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW0899_SETTING: 80 = SET IN A BOULDER
 DW0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0899+STABILITY: SURFACE MOTION
 DW0899
 DW0899  HISTORY     - Date     Condition        Report By
 DW0899  HISTORY     - 1935     MONUMENTED       USGS
 DW0899  HISTORY     - 1948     GOOD             USGS
 DW0899  HISTORY     - 1949     GOOD             CGS
 DW0899  HISTORY     - 1954     GOOD             USGS
 DW0899  HISTORY     - 1971     GOOD             USGS
 DW0899
 DW0899                          STATION DESCRIPTION
 DW0899
 DW0899'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CP)
 DW0899'STATION IS ON THE HIGHEST AND MOST PROMINENT PEAK OF THE MOST
 DW0899'WESTERN MOUNTAIN RANGE LYING S OF TYSON WASH AND N OF VENEZUELA
 DW0899'WASH.  THIS POINT APPEARS TO BE THE HIGHEST ONLY FROM THE S,
 DW0899'FROM THE N AND W IT APPEARS LOWER.  IT IS 7 MILES E OF THE
 DW0899'COLORADO RIVER, 19 MILES (AIR LINE) NE OF BLYTHE, 4 MILES (AIR
 DW0899'LINE) NW OF DOME BASIN MINING DISTRICT, ABOUT 2 MILES A LITTLE
 DW0899'S OF E FROM THE MOST EASTERN POINT OF A CRESCENT-SHAPED DRY
 DW0899'BAYOU LOCALLY KNOWN AS MOON LAKE.
 DW0899'
 DW0899'STATION AND TWO REFERENCE MARKS ARE STANDARD U.S.G.S. DISKS
 DW0899'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0899'
 DW0899'ONE REFERENCE MARK, (NO. 1) AND AN AZIMUTH (REFERENCE MARK NO. 2)
 DW0899'WERE ESTABLISHED.  THEY ARE STANDARD BRONZE DISKS WEDGED IN
 DW0899'DRILL HOLES IN OUTCROPPING BEDROCK.
 DW0899'
 DW0899'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 1/2 MILE NW ON THE FIRST
 DW0899'PROMINENT ROCK OUTCROP ON THE CREST OF THE RIDGE N OF WHERE THE
 DW0899'RIDGE DROPS INTO THE WASH.
 DW0899'
 DW0899'TO REACH FROM BLYTHE, GO E ON U.S. HIGHWAY 60 FOR 6.6 MILES,
 DW0899'TURN LEFT OFF THE HIGHWAY ON A DIRT ROAD, THIS IS THE PARKER
 DW0899'ROAD.  FOLLOW THIS ROAD 11.0 MILES UP THE VALLEY TO A SMALL
 DW0899'RANCH.  CONTINUE PAST RANCH 4.8 MILES TO TWO GATES AND SIGN
 DW0899'READING PARKER.  STATION CAN BE SEEN 1-1/2 MILES E OF HERE.
 DW0899'TRUCK CAN BE DRIVEN ACROSS COUNTRY 1/2 MILE TOWARD BASE OF
 DW0899'PEAK.  ASCEND WASH LYING JUST TO THE RIGHT OF PEAK.  A
 DW0899'30-MINUTE PACK.
 DW0899
 DW0899                          STATION RECOVERY (1948)
 DW0899
 DW0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DW0899'NOT OCCUPIED.
 DW0899'
 DW0899'STATION MARK--STANDARD BRONZE TABLET, NOT STAMPED, CEMENTED IN
 DW0899'ROCK FLUSH WITH GROUND.
 DW0899'
 DW0899'RM 1 USGS--NGS DISK STAMPED---TYSON NO 1 1935---, CEMENTED IN DRILL
 DW0899'HOLE FLUSH WITH GROUND, ABOUT 10 FT LOWER THAN STATION MARK.
 DW0899
 DW0899                          STATION RECOVERY (1949)
 DW0899
 DW0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0899'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 DW0899'CONDITION AS DESCRIBED, EXCEPT FOR SLIGHT DIFFERENCES IN
 DW0899'DIRECTION TO THE REFERENCE MARKS.  THE 1935 AZIMUTH MARK WAS
 DW0899'NOT USED BECAUSE OF THE LONG PACK TO REACH IT.  A NEW AZIMUTH
 DW0899'MARK WAS ESTABLISHED.  CORRECT DATA SHOWN BELOW.
 DW0899'
 DW0899'THE STATION IS LOCATED ON THE HIGHEST POINT ON THE SOUTH END
 DW0899'OF THE FIRST RANGE OF MOUNTAINS EAST OF THE COLORADO RIVER,
 DW0899'ABOUT 19 MILES AIR LINE NORTHEAST OF BLYTHE, ABOUT 15 MILES
 DW0899'AIR LINE NORTHWEST OF QUARTZSITE, AND ABOUT 7 MILES AIR LINE
 DW0899'EAST OF THE COLORADO RIVER.  THE STATION MARK IS A U.S.
 DW0899'GEOLOGICAL SURVEY BENCH MARK SET IN A BOULDER, FLUSH WITH THE
 DW0899'GROUND AND IS NOT STAMPED.
 DW0899'
 DW0899'REFERENCE MARK NO. 1 IS APPROXIMATELY 10 FEET LOWER THAN THE
 DW0899'STATION MARK FLUSH WITH THE GROUND
 DW0899'AND IS STAMPED, TYSON NO 1 1935.
 DW0899'
 DW0899'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK SET
 DW0899'IN BEDROCK APPROXIMATELY 2 FEET LOWER THAN THE STATION MARK,
 DW0899'FLUSH WITH THE GROUND AND STAMPED, TYSON NO 1.
 DW0899'
 DW0899'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK SET IN
 DW0899'BEDROCK APPROXIMATELY 4 FEET LOWER THAN THE STATION MARK, FLUSH WITH
 DW0899'THE GROUND AND STAMPED, TYSON NO 2.
 DW0899'
 DW0899'THE AZIMUTH MARK IS 150 FEET SOUTHEAST OF THE INTERSECTION
 DW0899'OF THE NORTH-SOUTH AND THE EAST-WEST RUNWAYS OF A SMALL DIRT
 DW0899'AIR FIELD, 15 FEET SOUTH OF THE WIND-SOCK, 4 FEET NORTH OF A
 DW0899'WHITE WITNESS POST, PROJECTS 3 INCHES
 DW0899'AND STAMPED, TYSON 1949.
 DW0899'
 DW0899'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO
 DW0899'EAST ON U.S. HIGHWAY 60 AND 70 FOR 0.1 MILE TO A GRADED ROAD
 DW0899'ON THE LEFT, NORTH.  TURN LEFT AND FOLLOW GRADED ROAD FOR 1.45
 DW0899'MILE TO FORK.  TAKE LEFT FORK AND GO 3.55 MILE TO FORK.  TAKE
 DW0899'LEFT FORK FOR 2.9 MILE TO FORK.  TAKE RIGHT FORK AND GO 3.25
 DW0899'MILES TO FORK.  TAKE LEFT FORK FOR 0.45 MILE TO FORK.  TAKE
 DW0899'RIGHT FORK, NORTH, AND WEST, FOR 4.0 MILE TO FORK.  TAKE LEFT
 DW0899'FORK TO A SMALL DIRT AIR FIELD AND THE AZIMUTH MARK AS
 DW0899'DESCRIBED ABOVE.  CONTINUE WESTERLY FOR 1.8 MILE.  HERE LEAVE
 DW0899'ROAD AND DRIVE SOUTH ALONG RIDGE FOR ABOUT 0.5 MILE TO THE
 DW0899'END OF TRUCK TRAVEL.  HERE PACK SOUTHWESTERLY TO THE HIGHEST
 DW0899'POINT AND STATION AS DESCRIBED ABOVE.  A 30-MINUTE PACK.
 DW0899'
 DW0899'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 DW0899
 DW0899                          STATION RECOVERY (1954)
 DW0899
 DW0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DW0899'RECOVERED IN GOOD CONDITION.
 DW0899
 DW0899                          STATION RECOVERY (1971)
 DW0899
 DW0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DW0899'NOT OCCUPIED.
 DW0899'
 DW0899'LOCATED ABOUT 25 MI SSW. OF PARKER, ABOUT 14 MI NW. OF
 DW0899'QUARTZSITE, ABOUT 7 MI E. OF THE COLORADO RIVER.  ON HIGH,
 DW0899'PROMINENT TOP.
 DW0899'
 DW0899'TO REACH FROM QUARTZSITE POST OFFICE, DRIVE 0.1 MI E. ON US HWY.
 DW0899'60 TO GRADED RD. LEFT.  TURN LEFT AND FOLLOW GRADED RD. 1.8 MI N.
 DW0899'TO RD FORK.  TAKE LEFT FORK (MAIN RD.) 0.4 MI TO RD. FORK.  TAKE
 DW0899'LEFT FORK 3 MI TO RD. FORK.  TAKE LEFT FORK 0.9 MI TO RD. FORK.
 DW0899'TAKE RIGHT FORK 2 MI TO RD. FORK.  TAKE RIGHT FORK 0.6 MI TO WHERE
 DW0899'RD. ENTERS WASH, CONTINUE IN WASH 3.1 MI NW. TO FENCE MARKING
 DW0899'BOUNDARY OF COLORADO RIVER INDIAN RESERVATION.  GO 1.2 MI W. AND
 DW0899'SW. TO WASH RIGHT.  TURN RIGHT AND FOLLOW JEEP RD. UP WASH 2.3 MI
 DW0899'NW. TO DIM RD. FORK (THERE IS AN OLD LANDING FIELD ABOUT 0.2 MI
 DW0899'TO NE.).  TAKE LEFT FORK 0.4 MI TO RIDGE LEFT.  DRIVE UP RIDGE 0.2
 DW0899'MI SW. TO END OF TRUCK TRAVEL.  PACK SW. TO HIGHEST POINT AND
 DW0899'STATION.  ABOUT A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0527 ***********************************************************************
 FS0527  DESIGNATION -  U
 FS0527  PID         -  FS0527
 FS0527  STATE/COUNTY-  AZ/MOHAVE
 FS0527  USGS QUAD   -  KINGMAN SE (1980)
 FS0527
 FS0527                         *CURRENT SURVEY CONTROL
 FS0527  ___________________________________________________________________
 FS0527* NAD 83(1986)-  35 03 41.     (N)    114 07 04.     (W)     SCALED    
 FS0527* NAVD 88     -       795.831  (meters)    2610.99   (feet)  POSTED    
 FS0527  ___________________________________________________________________
 FS0527  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FS0527  DYNAMIC HT  -         794.920 (meters)    2608.00  (feet)  COMP
 FS0527  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 FS0527
 FS0527  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0527
 FS0527.The horizontal coordinates were scaled from a topographic map and have
 FS0527.an estimated accuracy of +/- 6 seconds.
 FS0527
 FS0527.The orthometric height was determined by differential leveling
 FS0527.and adjusted by the  in 1992.
 FS0527.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0527.rate of 1.1 thru 2.0 mm/km.
 FS0527
 FS0527.The geoid height was determined by GEOID03.
 FS0527
 FS0527.The dynamic height is computed by dividing the NAVD 88
 FS0527.geopotential number by the normal gravity value computed on the
 FS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0527.degrees latitude (g = 980.6199 gals.).
 FS0527
 FS0527.The modeled gravity was interpolated from observed gravity values.
 FS0527
 FS0527;                    North         East    Units  Estimated Accuracy
 FS0527;SPC AZ W     -   450,460.      179,810.      MT  (+/- 180 meters Scaled)
 FS0527
 FS0527                          SUPERSEDED SURVEY CONTROL
 FS0527
 FS0527  NGVD 29 (??/??/92)  795.073  (m)         2608.50   (f) ADJ UNCH    1 2
 FS0527
 FS0527.Superseded values are not recommended for survey control.
 FS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0527.See file dsdata.txt to determine how the superseded data were derived.
 FS0527
 FS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU628836(NAD 83)
 FS0527_MARKER: P = PIPE CAP
 FS0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0527_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0527_STAMPING: ELEV 2608.502 FT
 FS0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0527
 FS0527  HISTORY     - Date     Condition        Report By
 FS0527  HISTORY     - UNK      MONUMENTED       CGS
 FS0527  HISTORY     - 1961     GOOD             NGS
 FS0527  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0527
 FS0527                          STATION DESCRIPTION
 FS0527
 FS0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0527'10.5 MI S FROM KINGMAN.
 FS0527'ABOUT 10.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0527'RAILWAY FROM THE STATION AT KINGMAN, ABOUT 6 POLES SOUTH OF MILE
 FS0527'POST 527, 54 FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND TRACK,
 FS0527'38 FEET SOUTHWEST OF THE SIXTH POLE SOUTH OF MILE POST 527, 90
 FS0527'FEET EAST OF A FENCE, AND IS A C AND GS CAP STAMPED ELEV. 2608.502
 FS0527'FT, AND FASTENED TO THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 FS0527'ABOUT 4 INCHES.  NOTE-- IN THE ORIGINAL DESCRIPTION THE MARK WAS
 FS0527'DESCRIBED AS BEING AT GRIFFITH (FORMERLY DRAKE), AND ALSO NEAR
 FS0527'THE SECTION FOREMANS HOUSE.  THE STATION AND SECTION FOREMANS
 FS0527'HOUSE HAS BEEN DESTROYED.
 FS0527
 FS0527                          STATION RECOVERY (1981)
 FS0527
 FS0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0527'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0381 ***********************************************************************
 FR0381  DESIGNATION -  U 1
 FR0381  PID         -  FR0381
 FR0381  STATE/COUNTY-  AZ/YAVAPAI
 FR0381  USGS QUAD   -  NELSON (1967)
 FR0381
 FR0381                         *CURRENT SURVEY CONTROL
 FR0381  ___________________________________________________________________
 FR0381* NAD 83(1986)-  35 30 57.     (N)    113 19 09.     (W)     SCALED    
 FR0381* NAVD 88     -      1560.218  (meters)    5118.82   (feet)  POSTED    
 FR0381  ___________________________________________________________________
 FR0381  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 FR0381  DYNAMIC HT  -        1558.230 (meters)    5112.29  (feet)  COMP
 FR0381  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 FR0381
 FR0381  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0381
 FR0381.The horizontal coordinates were scaled from a topographic map and have
 FR0381.an estimated accuracy of +/- 6 seconds.
 FR0381
 FR0381.The orthometric height was determined by differential leveling
 FR0381.and adjusted by the  in 1992.
 FR0381.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0381.rate of 1.1 thru 2.0 mm/km.
 FR0381
 FR0381.The geoid height was determined by GEOID03.
 FR0381
 FR0381.The dynamic height is computed by dividing the NAVD 88
 FR0381.geopotential number by the normal gravity value computed on the
 FR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0381.degrees latitude (g = 980.6199 gals.).
 FR0381
 FR0381.The modeled gravity was interpolated from observed gravity values.
 FR0381
 FR0381;                    North         East    Units  Estimated Accuracy
 FR0381;SPC AZ C     -   501,700.       86,150.      MT  (+/- 180 meters Scaled)
 FR0381
 FR0381                          SUPERSEDED SURVEY CONTROL
 FR0381
 FR0381  NGVD 29 (??/??/92) 1559.231  (m)         5115.58   (f) ADJ UNCH    1 2
 FR0381
 FR0381.Superseded values are not recommended for survey control.
 FR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0381.See file dsdata.txt to determine how the superseded data were derived.
 FR0381
 FR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE896327(NAD 83)
 FR0381_MARKER: DB = BENCH MARK DISK
 FR0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0381_SP_SET: ABUTMENT
 FR0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0381
 FR0381  HISTORY     - Date     Condition        Report By
 FR0381  HISTORY     - UNK      MONUMENTED       CGS
 FR0381  HISTORY     - 1942     GOOD             NGS
 FR0381
 FR0381                          STATION DESCRIPTION
 FR0381
 FR0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FR0381'IN NELSON.
 FR0381'AT NELSON, YAVAPAI COUNTY, NEAR THE ATCHISON, TOPEKA AND SANTA FE
 FR0381'RAILWAY STATION, 4 POLES WEST OF MILEPOST 459, AT STEEL-GIRDER BRIDGE
 FR0381'A 460, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT, 1 FOOT FROM
 FR0381'THE FACE, AND 1 FOOT FROM THE END OF COPING STONE.  THE BOTTOM OF A
 FR0381'SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0059 ***********************************************************************
 DU0059  DESIGNATION -  U 101
 DU0059  PID         -  DU0059
 DU0059  STATE/COUNTY-  AZ/GILA
 DU0059  USGS QUAD   -  BRUSHY CANYON (1966)
 DU0059
 DU0059                         *CURRENT SURVEY CONTROL
 DU0059  ___________________________________________________________________
 DU0059* NAD 83(1986)-  33 41 12.     (N)    110 27 40.     (W)     SCALED    
 DU0059* NAVD 88     -      1848.954  (meters)    6066.11   (feet)  ADJUSTED  
 DU0059  ___________________________________________________________________
 DU0059  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DU0059  DYNAMIC HT  -        1846.229 (meters)    6057.17  (feet)  COMP
 DU0059  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 DU0059
 DU0059  VERT ORDER  -  SECOND    CLASS 0
 DU0059
 DU0059.The horizontal coordinates were scaled from a topographic map and have
 DU0059.an estimated accuracy of +/- 6 seconds.
 DU0059
 DU0059.The orthometric height was determined by differential leveling
 DU0059.and adjusted in June 1991.
 DU0059
 DU0059.The geoid height was determined by GEOID03.
 DU0059
 DU0059.The dynamic height is computed by dividing the NAVD 88
 DU0059.geopotential number by the normal gravity value computed on the
 DU0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0059.degrees latitude (g = 980.6199 gals.).
 DU0059
 DU0059.The modeled gravity was interpolated from observed gravity values.
 DU0059
 DU0059;                    North         East    Units  Estimated Accuracy
 DU0059;SPC AZ E     -   297,940.      186,060.      MT  (+/- 180 meters Scaled)
 DU0059
 DU0059                          SUPERSEDED SURVEY CONTROL
 DU0059
 DU0059  NGVD 29 (??/??/92) 1848.210  (m)         6063.67   (f) ADJ UNCH    2 0
 DU0059
 DU0059.Superseded values are not recommended for survey control.
 DU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0059.See file dsdata.txt to determine how the superseded data were derived.
 DU0059
 DU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC499275(NAD 83)
 DU0059_MARKER: DB = BENCH MARK DISK
 DU0059_SETTING: 66 = SET IN ROCK OUTCROP
 DU0059_SP_SET: ROCK LEDGE
 DU0059_STAMPING: U-101 1935
 DU0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0059+STABILITY: POSITION/ELEVATION WELL
 DU0059
 DU0059  HISTORY     - Date     Condition        Report By
 DU0059  HISTORY     - 1935     MONUMENTED       USFS
 DU0059  HISTORY     - 1935     GOOD             NGS
 DU0059
 DU0059                          STATION DESCRIPTION
 DU0059
 DU0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0059'40.0 MI NE FROM GLOBE.
 DU0059'33.5 MI. N.E. OF, ALONG U.S. HWY NO. 60, THENCE 6.1 MI. E. ON ROAD TO
 DU0059'HILLTOP.  87 FT SOUTHWARDLY OF THE CENTER LINE OF ROAD, AT WEST END OF
 DU0059'SADDLE BETWEEN TWO WOODED KNOLLS.  SET IN PINK SANDSTONE LEDGE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0495 ***********************************************************************
 ET0495  DESIGNATION -  U 102
 ET0495  PID         -  ET0495
 ET0495  STATE/COUNTY-  AZ/YAVAPAI
 ET0495  USGS QUAD   -  SIMMONS (1979)
 ET0495
 ET0495                         *CURRENT SURVEY CONTROL
 ET0495  ___________________________________________________________________
 ET0495* NAD 83(1986)-  34 47 12.     (N)    112 40 54.     (W)     SCALED    
 ET0495* NAVD 88     -      1440.020  (meters)    4724.47   (feet)  POSTED    
 ET0495  ___________________________________________________________________
 ET0495  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ET0495  DYNAMIC HT  -        1438.120 (meters)    4718.23  (feet)  COMP
 ET0495  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 ET0495
 ET0495  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0495
 ET0495.The horizontal coordinates were scaled from a topographic map and have
 ET0495.an estimated accuracy of +/- 6 seconds.
 ET0495
 ET0495.The orthometric height was determined by differential leveling
 ET0495.and adjusted in November 2005.
 ET0495.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0495.was located on a no-check spur therefore a value was not computed.
 ET0495.No vertical observational check was made to the station.
 ET0495
 ET0495.The geoid height was determined by GEOID03.
 ET0495
 ET0495.The dynamic height is computed by dividing the NAVD 88
 ET0495.geopotential number by the normal gravity value computed on the
 ET0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0495.degrees latitude (g = 980.6199 gals.).
 ET0495
 ET0495.The modeled gravity was interpolated from observed gravity values.
 ET0495
 ET0495;                    North         East    Units  Estimated Accuracy
 ET0495;SPC AZ C     -   420,180.      143,350.      MT  (+/- 180 meters Scaled)
 ET0495
 ET0495                          SUPERSEDED SURVEY CONTROL
 ET0495
 ET0495  NGVD 29 (??/??/92) 1439.186  (m)         4721.73   (f) ADJ UNCH    2 0
 ET0495
 ET0495.Superseded values are not recommended for survey control.
 ET0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0495.See file dsdata.txt to determine how the superseded data were derived.
 ET0495
 ET0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD461506(NAD 83)
 ET0495_MARKER: DD = SURVEY DISK
 ET0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0495_STAMPING: U 102 1935
 ET0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0495+STABILITY: SURFACE MOTION
 ET0495
 ET0495  HISTORY     - Date     Condition        Report By
 ET0495  HISTORY     - 1935     MONUMENTED       USFS
 ET0495  HISTORY     - 1974     GOOD             USGS
 ET0495
 ET0495                          STATION DESCRIPTION
 ET0495
 ET0495'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0495'11.1 MI E FROM CAMP WOOD.
 ET0495'ABOUT 11.1 MILES EAST ALONG COUNTY ROAD FROM CAMP WOOD TO SIMMONS
 ET0495'(SITE), WHICH IS 1.6 MILES EAST OF A CATTLEGUARD, THENCE SOUTHEAST
 ET0495'ALONG A DIRT ROAD FOR 3.0 MILES, ON TOP OF A MAJOR RIDGE, 37 FEET WEST
 ET0495'OF ROAD, 95 FEET WEST OF FENCE.  A STANDARD USFS DISK SET IN THE TOP
 ET0495'OF A CONCRETE POST AND STAMPED V 102 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0267 ***********************************************************************
 FR0267  DESIGNATION -  U 103
 FR0267  PID         -  FR0267
 FR0267  STATE/COUNTY-  AZ/YAVAPAI
 FR0267  USGS QUAD   -  TURKEY CANYON (1973)
 FR0267
 FR0267                         *CURRENT SURVEY CONTROL
 FR0267  ___________________________________________________________________
 FR0267* NAD 83(1986)-  35 07 03.     (N)    112 53 32.     (W)     SCALED    
 FR0267* NAVD 88     -      1675.341  (meters)    5496.51   (feet)  POSTED    
 FR0267  ___________________________________________________________________
 FR0267  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FR0267  DYNAMIC HT  -        1673.110 (meters)    5489.20  (feet)  COMP
 FR0267  MODELED GRAV-     979,242.2   (mgal)                       NAVD 88
 FR0267
 FR0267  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0267
 FR0267.The horizontal coordinates were scaled from a topographic map and have
 FR0267.an estimated accuracy of +/- 6 seconds.
 FR0267
 FR0267.The orthometric height was determined by differential leveling
 FR0267.and adjusted in November 2005.
 FR0267.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0267.was located on a no-check spur therefore a value was not computed.
 FR0267.No vertical observational check was made to the station.
 FR0267
 FR0267.The geoid height was determined by GEOID03.
 FR0267
 FR0267.The dynamic height is computed by dividing the NAVD 88
 FR0267.geopotential number by the normal gravity value computed on the
 FR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0267.degrees latitude (g = 980.6199 gals.).
 FR0267
 FR0267.The modeled gravity was interpolated from observed gravity values.
 FR0267
 FR0267;                    North         East    Units  Estimated Accuracy
 FR0267;SPC AZ C     -   457,040.      124,440.      MT  (+/- 180 meters Scaled)
 FR0267
 FR0267                          SUPERSEDED SURVEY CONTROL
 FR0267
 FR0267  NGVD 29 (??/??/92) 1674.398  (m)         5493.42   (f) ADJ UNCH    2 0
 FR0267
 FR0267.Superseded values are not recommended for survey control.
 FR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0267.See file dsdata.txt to determine how the superseded data were derived.
 FR0267
 FR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD275877(NAD 83)
 FR0267_MARKER: DD = SURVEY DISK
 FR0267_SETTING: 66 = SET IN ROCK OUTCROP
 FR0267_SP_SET: ROCK OUTCROP
 FR0267_STAMPING: U 103 1935
 FR0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0267+STABILITY: POSITION/ELEVATION WELL
 FR0267
 FR0267  HISTORY     - Date     Condition        Report By
 FR0267  HISTORY     - 1935     MONUMENTED       CGS
 FR0267  HISTORY     - 1973     GOOD             USGS
 FR0267
 FR0267                          STATION DESCRIPTION
 FR0267
 FR0267'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FR0267'17.6 MI SE FROM SELIGMAN.
 FR0267'0.9 MILE EAST ALONG U.S HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND SANTA
 FR0267'FE RAILWAY STATION AT SELIGMAN YAVAPAI COUNTY, THENCE ABOUT 16.7 MILES
 FR0267'SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, AT THE TOP OF A RIDGE,
 FR0267'82 FT. WEST OF THE CENTER LINE OF THE ROAD, ABOUT 5 FT. HIGHER THAN
 FR0267'THE ROAD IN AN OUTCROP OF ROCK FLUSH WITH THE GROUND.  A U.S. FOREST
 FR0267'SERVICE STANDARD DISK, STAMPED U 103 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0469 ***********************************************************************
 DU0469  DESIGNATION -  U 107
 DU0469  PID         -  DU0469
 DU0469  STATE/COUNTY-  AZ/PINAL
 DU0469  USGS QUAD   -  SUPERIOR (1981)
 DU0469
 DU0469                         *CURRENT SURVEY CONTROL
 DU0469  ___________________________________________________________________
 DU0469* NAD 83(1986)-  33 17 42.     (N)    111 05 41.     (W)     SCALED    
 DU0469* NAVD 88     -       881.01   (+/-2cm)    2890.4    (feet)  VERTCON   
 DU0469  ___________________________________________________________________
 DU0469  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DU0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0469
 DU0469.The horizontal coordinates were scaled from a topographic map and have
 DU0469.an estimated accuracy of +/- 6 seconds.
 DU0469
 DU0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0469.The vertical order pertains to the NGVD 29 superseded value.
 DU0469
 DU0469.The geoid height was determined by GEOID03.
 DU0469
 DU0469;                    North         East    Units  Estimated Accuracy
 DU0469;SPC AZ C     -   254,770.      289,910.      MT  (+/- 180 meters Scaled)
 DU0469
 DU0469                          SUPERSEDED SURVEY CONTROL
 DU0469
 DU0469  NGVD 29 (??/??/92)  880.337  (m)         2888.24   (f) ADJ UNCH    2 0
 DU0469
 DU0469.Superseded values are not recommended for survey control.
 DU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0469.See file dsdata.txt to determine how the superseded data were derived.
 DU0469
 DU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB911839(NAD 83)
 DU0469_MARKER: DB = BENCH MARK DISK
 DU0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0469_SP_SET: FOUNDATION
 DU0469_STAMPING: U-107 1935
 DU0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0469+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DU0469
 DU0469  HISTORY     - Date     Condition        Report By
 DU0469  HISTORY     - 1935     MONUMENTED       CGS
 DU0469  HISTORY     - 20060115 GOOD             USPSQD
 DU0469  HISTORY     - 20070506 GOOD             GEOCAC
 DU0469
 DU0469                          STATION DESCRIPTION
 DU0469
 DU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0469'IN SUPERIOR.
 DU0469'AT SUPERIOR, AT THE HIGH SCHOOL, AT THE NORTHWEST CORNER OF THE
 DU0469'BUILDING, IN THE WEST (FRONT) FACE OF THE CONCRETE FOUNDATION, AND 7
 DU0469'INCHES BELOW THE WATER TABLE.  A STANDARD DISK, STAMPED U 107 1935 AND
 DU0469'SET VERTICALLY.
 DU0469
 DU0469                          STATION RECOVERY (2006)
 DU0469
 DU0469'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0469'RECOVERED AS DESCRIBED.
 DU0469
 DU0469                          STATION RECOVERY (2007)
 DU0469
 DU0469'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0359 ***********************************************************************
 DU0359  DESIGNATION -  U 108
 DU0359  PID         -  DU0359
 DU0359  STATE/COUNTY-  AZ/GILA
 DU0359  USGS QUAD   -  SEVENMILE MTS (1966)
 DU0359
 DU0359                         *CURRENT SURVEY CONTROL
 DU0359  ___________________________________________________________________
 DU0359* NAD 83(1986)-  33 32 12.     (N)    110 36 13.     (W)     SCALED    
 DU0359* NAVD 88     -      1112.121  (meters)    3648.68   (feet)  ADJUSTED  
 DU0359  ___________________________________________________________________
 DU0359  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DU0359  DYNAMIC HT  -        1110.588 (meters)    3643.65  (feet)  COMP
 DU0359  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 DU0359
 DU0359  VERT ORDER  -  SECOND    CLASS 0
 DU0359
 DU0359.The horizontal coordinates were scaled from a topographic map and have
 DU0359.an estimated accuracy of +/- 6 seconds.
 DU0359
 DU0359.The orthometric height was determined by differential leveling
 DU0359.and adjusted in June 1991.
 DU0359
 DU0359.The geoid height was determined by GEOID03.
 DU0359
 DU0359.The dynamic height is computed by dividing the NAVD 88
 DU0359.geopotential number by the normal gravity value computed on the
 DU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0359.degrees latitude (g = 980.6199 gals.).
 DU0359
 DU0359.The modeled gravity was interpolated from observed gravity values.
 DU0359
 DU0359;                    North         East    Units  Estimated Accuracy
 DU0359;SPC AZ E     -   281,350.      172,780.      MT  (+/- 180 meters Scaled)
 DU0359
 DU0359                          SUPERSEDED SURVEY CONTROL
 DU0359
 DU0359  NGVD 29 (??/??/92) 1111.459  (m)         3646.51   (f) ADJ UNCH    2 0
 DU0359
 DU0359.Superseded values are not recommended for survey control.
 DU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0359.See file dsdata.txt to determine how the superseded data were derived.
 DU0359
 DU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC368108(NAD 83)
 DU0359_MARKER: DB = BENCH MARK DISK
 DU0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0359_STAMPING: U 108 1935
 DU0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0359+STABILITY: SURFACE MOTION
 DU0359
 DU0359  HISTORY     - Date     Condition        Report By
 DU0359  HISTORY     - 1935     MONUMENTED       CGS
 DU0359
 DU0359                          STATION DESCRIPTION
 DU0359
 DU0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0359'2.3 MI N FROM SAN CARLOS.
 DU0359'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA
 DU0359'COUNTY, THENCE ABOUT 16.2 MILES NORTHWEST ALONG THE SEVEN MILE CREEK
 DU0359'ROAD, AT THE SOUTH SIDE OF A BROAD BRUSHY VALLEY, ABOUT 200 FEET EAST
 DU0359'OF THE CENTER LINE OF A STREAM, AT A DIRT-ROAD CROSSING, 33 FEET SOUTH
 DU0359'OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 17 FEET EAST OF THE
 DU0359'CENTER LINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED U
 DU0359'108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0126 ***********************************************************************
 CH0126  DESIGNATION -  U 109
 CH0126  PID         -  CH0126
 CH0126  STATE/COUNTY-  AZ/PIMA
 CH0126  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0126
 CH0126                         *CURRENT SURVEY CONTROL
 CH0126  ___________________________________________________________________
 CH0126* NAD 83(1986)-  31 57 10.     (N)    113 00 42.     (W)     SCALED    
 CH0126* NAVD 88     -       350.28   (+/-2cm)    1149.2    (feet)  VERTCON   
 CH0126  ___________________________________________________________________
 CH0126  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 CH0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0126
 CH0126.The horizontal coordinates were scaled from a topographic map and have
 CH0126.an estimated accuracy of +/- 6 seconds.
 CH0126
 CH0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0126.The vertical order pertains to the NGVD 29 superseded value.
 CH0126
 CH0126.The geoid height was determined by GEOID03.
 CH0126
 CH0126;                    North         East    Units  Estimated Accuracy
 CH0126;SPC AZ C     -   106,160.      109,850.      MT  (+/- 180 meters Scaled)
 CH0126
 CH0126                          SUPERSEDED SURVEY CONTROL
 CH0126
 CH0126  NGVD 29 (??/??/92)  349.576  (m)         1146.90   (f) ADJ UNCH    2 0
 CH0126
 CH0126.Superseded values are not recommended for survey control.
 CH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0126.See file dsdata.txt to determine how the superseded data were derived.
 CH0126
 CH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA098369(NAD 83)
 CH0126_MARKER: DB = BENCH MARK DISK
 CH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0126_STAMPING: U 109 1935
 CH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0126+STABILITY: SURFACE MOTION
 CH0126
 CH0126  HISTORY     - Date     Condition        Report By
 CH0126  HISTORY     - 1935     MONUMENTED       CGS
 CH0126  HISTORY     - 1952     GOOD             NGS
 CH0126
 CH0126                          STATION DESCRIPTION
 CH0126
 CH0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CH0126'15.75 MI NW FROM LUKEVILLE.
 CH0126'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0126'LUKEVILLE TO A JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND A
 CH0126'Y JUNCTION, THENCE 0.75 MILE NORTH ALONG THE BATES WELL ROAD, 1.35
 CH0126'MILES NORTHEAST OF QUITOVOQUITO, 0.3 MILE NORTH OF BM V 109 (JUNCTION
 CH0126'MARK), 54 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 CH0126'NORTHWEST OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT,
 CH0126'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0667 ***********************************************************************
 ET0667  DESIGNATION -  U 11
 ET0667  PID         -  ET0667
 ET0667  STATE/COUNTY-  AZ/MOHAVE
 ET0667  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0667
 ET0667                         *CURRENT SURVEY CONTROL
 ET0667  ___________________________________________________________________
 ET0667* NAD 83(1986)-  34 20 46.     (N)    113 43 03.     (W)     SCALED    
 ET0667* NAVD 88     -       698.70   (+/-2cm)    2292.3    (feet)  VERTCON   
 ET0667  ___________________________________________________________________
 ET0667  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ET0667  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0667
 ET0667.The horizontal coordinates were scaled from a topographic map and have
 ET0667.an estimated accuracy of +/- 6 seconds.
 ET0667
 ET0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0667.The vertical order pertains to the NGVD 29 superseded value.
 ET0667
 ET0667.The geoid height was determined by GEOID03.
 ET0667
 ET0667;                    North         East    Units  Estimated Accuracy
 ET0667;SPC AZ W     -   371,060.      216,350.      MT  (+/- 180 meters Scaled)
 ET0667
 ET0667                          SUPERSEDED SURVEY CONTROL
 ET0667
 ET0667  NGVD 29 (??/??/92)  697.995  (m)         2290.01   (f) ADJ UNCH    1 2
 ET0667
 ET0667.Superseded values are not recommended for survey control.
 ET0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0667.See file dsdata.txt to determine how the superseded data were derived.
 ET0667
 ET0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD500038(NAD 83)
 ET0667_MARKER: DB = BENCH MARK DISK
 ET0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0667+STABILITY: SURFACE MOTION
 ET0667
 ET0667  HISTORY     - Date     Condition        Report By
 ET0667  HISTORY     - 1927     MONUMENTED       CGS
 ET0667  HISTORY     - 1934     GOOD             NGS
 ET0667  HISTORY     - 19870504 GOOD             USGS
 ET0667
 ET0667                          STATION DESCRIPTION
 ET0667
 ET0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0667'50.2 MI SE FROM YUCCA.
 ET0667'50.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0667'POST OFFICE AT YUCCA, MOHAVE COUNTY, 2 MILES SOUTH OF RED TOP
 ET0667'MOUNTAIN, 0.3 MILE SOUTHEAST OF AN OLD PROSPECT MINE, 0.6 MILE
 ET0667'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 0.4 MILE WEST
 ET0667'OF THE CREST OF A STEEP GRADE AT A HIGH SADDLEBACK, ON THE DIVIDE OF A
 ET0667'PROMINENT SADDLE BETWEEN TWO HILLS, AND 22 FEET SOUTH OF THE
 ET0667'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 2290.005 U 11 1927
 ET0667'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ET0667'GROUND.  NOTE-- 1965 USGS REPORT-49.85 MILES SOUTHEAST.
 ET0667
 ET0667                          STATION RECOVERY (1987)
 ET0667
 ET0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0366 ***********************************************************************
 DA0366  DESIGNATION -  U 110
 DA0366  PID         -  DA0366
 DA0366  STATE/COUNTY-  AZ/PIMA
 DA0366  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0366
 DA0366                         *CURRENT SURVEY CONTROL
 DA0366  ___________________________________________________________________
 DA0366* NAD 83(1986)-  32 05 07.     (N)    112 46 21.     (W)     SCALED    
 DA0366* NAVD 88     -       606.32   (+/-2cm)    1989.2    (feet)  VERTCON   
 DA0366  ___________________________________________________________________
 DA0366  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DA0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0366
 DA0366.The horizontal coordinates were scaled from a topographic map and have
 DA0366.an estimated accuracy of +/- 6 seconds.
 DA0366
 DA0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0366.The vertical order pertains to the NGVD 29 superseded value.
 DA0366
 DA0366.The geoid height was determined by GEOID03.
 DA0366
 DA0366;                    North         East    Units  Estimated Accuracy
 DA0366;SPC AZ C     -   120,640.      132,570.      MT  (+/- 180 meters Scaled)
 DA0366
 DA0366                          SUPERSEDED SURVEY CONTROL
 DA0366
 DA0366  NGVD 29 (??/??/92)  605.570  (m)         1986.77   (f) ADJ UNCH    1 2
 DA0366
 DA0366.Superseded values are not recommended for survey control.
 DA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0366.See file dsdata.txt to determine how the superseded data were derived.
 DA0366
 DA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA327512(NAD 83)
 DA0366_MARKER: DB = BENCH MARK DISK
 DA0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0366_STAMPING: U 110 1935
 DA0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0366+STABILITY: SURFACE MOTION
 DA0366
 DA0366  HISTORY     - Date     Condition        Report By
 DA0366  HISTORY     - 1935     MONUMENTED       CGS
 DA0366  HISTORY     - 1953     GOOD             NGS
 DA0366
 DA0366                          STATION DESCRIPTION
 DA0366
 DA0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0366'15.75 MI N FROM LUKEVILE.
 DA0366'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0366'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 10.55 MILES
 DA0366'NORTH ALONG THE OLD SONOYTA-AJO HIGHWAY, 36 1/2 FEET NORTH OF THE
 DA0366'CENTER OF A WASH, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0
 DA0366'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DA0366'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0138 ***********************************************************************
 ET0138  DESIGNATION -  U 111
 ET0138  PID         -  ET0138
 ET0138  STATE/COUNTY-  AZ/YAVAPAI
 ET0138  USGS QUAD   -  CHERRY (1973)
 ET0138
 ET0138                         *CURRENT SURVEY CONTROL
 ET0138  ___________________________________________________________________
 ET0138* NAD 83(1986)-  34 35 10.     (N)    112 01 32.     (W)     SCALED    
 ET0138* NAVD 88     -      1498.45   (+/-2cm)    4916.2    (feet)  VERTCON   
 ET0138  ___________________________________________________________________
 ET0138  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 ET0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0138
 ET0138.The horizontal coordinates were scaled from a topographic map and have
 ET0138.an estimated accuracy of +/- 6 seconds.
 ET0138
 ET0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0138.The vertical order pertains to the NGVD 29 superseded value.
 ET0138
 ET0138.The geoid height was determined by GEOID03.
 ET0138
 ET0138;                    North         East    Units  Estimated Accuracy
 ET0138;SPC AZ C     -   397,670.      203,370.      MT  (+/- 180 meters Scaled)
 ET0138
 ET0138                          SUPERSEDED SURVEY CONTROL
 ET0138
 ET0138  NGVD 29 (??/??/92) 1497.614  (m)         4913.42   (f) ADJ UNCH    2 0
 ET0138
 ET0138.Superseded values are not recommended for survey control.
 ET0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0138.See file dsdata.txt to determine how the superseded data were derived.
 ET0138
 ET0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD059276(NAD 83)
 ET0138_MARKER: DB = BENCH MARK DISK
 ET0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0138_STAMPING: U 111 1935
 ET0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0138+STABILITY: SURFACE MOTION
 ET0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0138+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ET0138
 ET0138  HISTORY     - Date     Condition        Report By
 ET0138  HISTORY     - 1935     MONUMENTED       CGS
 ET0138  HISTORY     - 20090220 GOOD             GEOCAC
 ET0138
 ET0138                          STATION DESCRIPTION
 ET0138
 ET0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0138'1.5 MI E FROM CHERRY.
 ET0138'ABOUT 1.5 MILES EAST ALONG THE CAMP VERDE ROAD FROM CHERRY, YAVAPAI
 ET0138'COUNTY, AT THE TOP OF A GRADE, AND 45 FEET SOUTHEAST OF THE CENTER
 ET0138'LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 ET0138
 ET0138                          STATION RECOVERY (2009)
 ET0138
 ET0138'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ET0138'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0138'THE DESCRIPTION - THE ROAD IS CHERRY ROAD, AND THE MARK IS ABOUT 3
 ET0138'FEET HIGHER THAN THE ROADWAY. HANDHELD COORDINATES
 ET0138'34 35 10.1 (N)   112 01 32.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0780 ***********************************************************************
 CG0780  DESIGNATION -  U 112
 CG0780  PID         -  CG0780
 CG0780  STATE/COUNTY-  AZ/PIMA
 CG0780  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0780
 CG0780                         *CURRENT SURVEY CONTROL
 CG0780  ___________________________________________________________________
 CG0780* NAD 83(1986)-  31 49 05.     (N)    111 30 03.     (W)     SCALED    
 CG0780* NAVD 88     -      1053.05   (+/-2cm)    3454.9    (feet)  VERTCON   
 CG0780  ___________________________________________________________________
 CG0780  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CG0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0780
 CG0780.The horizontal coordinates were scaled from a topographic map and have
 CG0780.an estimated accuracy of +/- 6 seconds.
 CG0780
 CG0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0780.The vertical order pertains to the NGVD 29 superseded value.
 CG0780
 CG0780.The geoid height was determined by GEOID03.
 CG0780
 CG0780;                    North         East    Units  Estimated Accuracy
 CG0780;SPC AZ C     -    90,770.      252,730.      MT  (+/- 180 meters Scaled)
 CG0780
 CG0780                          SUPERSEDED SURVEY CONTROL
 CG0780
 CG0780  NGVD 29 (??/??/92) 1052.270  (m)         3452.32   (f) ADJ UNCH    2 0
 CG0780
 CG0780.Superseded values are not recommended for survey control.
 CG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0780.See file dsdata.txt to determine how the superseded data were derived.
 CG0780
 CG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA526203(NAD 83)
 CG0780_MARKER: DB = BENCH MARK DISK
 CG0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0780+STABILITY: SURFACE MOTION
 CG0780
 CG0780  HISTORY     - Date     Condition        Report By
 CG0780  HISTORY     - UNK      MONUMENTED       CGS
 CG0780  HISTORY     - 1952     GOOD             NGS
 CG0780
 CG0780                          STATION DESCRIPTION
 CG0780
 CG0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0780'24.85 MI SW FROM THREE POINTS.
 CG0780'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0780'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 4.25 MILES WEST
 CG0780'ALONG THE ELKHORN RANCH ROAD, 0.75 MILE SOUTHWEST OF A CATTLE GUARD
 CG0780'AND FENCE LINE, 72 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 53
 CG0780'1/2 FEET EAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 2.2
 CG0780'FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CG0780'PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0804 ***********************************************************************
 CG0804  DESIGNATION -  U 113
 CG0804  PID         -  CG0804
 CG0804  STATE/COUNTY-  AZ/PIMA
 CG0804  USGS QUAD   -  MILDRED PEAK (1979)
 CG0804
 CG0804                         *CURRENT SURVEY CONTROL
 CG0804  ___________________________________________________________________
 CG0804* NAD 83(1986)-  31 37 40.     (N)    111 30 32.     (W)     SCALED    
 CG0804* NAVD 88     -      1064.13   (+/-2cm)    3491.2    (feet)  VERTCON   
 CG0804  ___________________________________________________________________
 CG0804  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CG0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0804
 CG0804.The horizontal coordinates were scaled from a topographic map and have
 CG0804.an estimated accuracy of +/- 6 seconds.
 CG0804
 CG0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0804.The vertical order pertains to the NGVD 29 superseded value.
 CG0804
 CG0804.The geoid height was determined by GEOID03.
 CG0804
 CG0804;                    North         East    Units  Estimated Accuracy
 CG0804;SPC AZ C     -    69,670.      252,040.      MT  (+/- 180 meters Scaled)
 CG0804
 CG0804                          SUPERSEDED SURVEY CONTROL
 CG0804
 CG0804  NGVD 29 (??/??/92) 1063.350  (m)         3488.67   (f) ADJ UNCH    2 0
 CG0804
 CG0804.Superseded values are not recommended for survey control.
 CG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0804.See file dsdata.txt to determine how the superseded data were derived.
 CG0804
 CG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV517992(NAD 83)
 CG0804_MARKER: DB = BENCH MARK DISK
 CG0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0804_STAMPING: U 113 1935
 CG0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0804+STABILITY: SURFACE MOTION
 CG0804
 CG0804  HISTORY     - Date     Condition        Report By
 CG0804  HISTORY     - 1935     MONUMENTED       CGS
 CG0804  HISTORY     - 1951     GOOD             NGS
 CG0804  HISTORY     - 1975     GOOD             USGS
 CG0804  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0804
 CG0804                          STATION DESCRIPTION
 CG0804
 CG0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0804'10.25 MI N FROM SASABE.
 CG0804'10.25 MILES NORTH ALONG THE THREE POINT-SASABE ROAD FROM THE SCHOOL
 CG0804'HOUSE AT SASABE, 0.2 MILE NORTH OF THE T JUNCTION OF THE MAIN ROAD AND
 CG0804'THE ROAD LEADING EAST TO ROUND HILL CHUTE, 208 FEET SOUTH OF THE
 CG0804'CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, AND ABOUT 130 FEET
 CG0804'EAST OF A POWER LINE POLE, 32 1/2 FEET EAST OF THE CENTER LINE OF THE
 CG0804'ROAD, 1.4 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER
 CG0804'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CG0804'FOOT ABOVE THE GROUND.
 CG0804
 CG0804                          STATION RECOVERY (1975)
 CG0804
 CG0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0804'SASABE, 10.3 MI N. OF ALONG STATE ROUTE 286 FROM POST OFFICE, 0.2 MI
 CG0804'N. OF T-RD. E. 200 FT S. OF DRAIN, 35 FT E. OF RD. SET IN TOP OF
 CG0804'CONCRETE POST (0.2 FT BELOW RD.). STANDARD DISK STAMPED U 113 1935.
 CG0804
 CG0804                          STATION RECOVERY (2001)
 CG0804
 CG0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0804'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0242 ***********************************************************************
 DT0242  DESIGNATION -  U 114
 DT0242  PID         -  DT0242
 DT0242  STATE/COUNTY-  AZ/APACHE
 DT0242  USGS QUAD   -  MOUNT BALDY (1978)
 DT0242
 DT0242                         *CURRENT SURVEY CONTROL
 DT0242  ___________________________________________________________________
 DT0242* NAD 83(1986)-  33 59 09.     (N)    109 30 28.     (W)     SCALED    
 DT0242* NAVD 88     -      2810.499  (meters)    9220.78   (feet)  ADJUSTED  
 DT0242  ___________________________________________________________________
 DT0242  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DT0242  DYNAMIC HT  -        2805.775 (meters)    9205.28  (feet)  COMP
 DT0242  MODELED GRAV-     978,852.3   (mgal)                       NAVD 88
 DT0242
 DT0242  VERT ORDER  -  SECOND    CLASS 0
 DT0242
 DT0242.The horizontal coordinates were scaled from a topographic map and have
 DT0242.an estimated accuracy of +/- 6 seconds.
 DT0242
 DT0242.The orthometric height was determined by differential leveling
 DT0242.and adjusted in June 1991.
 DT0242
 DT0242.The geoid height was determined by GEOID03.
 DT0242
 DT0242.The dynamic height is computed by dividing the NAVD 88
 DT0242.geopotential number by the normal gravity value computed on the
 DT0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0242.degrees latitude (g = 980.6199 gals.).
 DT0242
 DT0242.The modeled gravity was interpolated from observed gravity values.
 DT0242
 DT0242;                    North         East    Units  Estimated Accuracy
 DT0242;SPC AZ E     -   331,280.      274,240.      MT  (+/- 180 meters Scaled)
 DT0242
 DT0242                          SUPERSEDED SURVEY CONTROL
 DT0242
 DT0242  NGVD 29 (??/??/92) 2809.242  (m)         9216.65   (f) ADJ UNCH    2 0
 DT0242
 DT0242.Superseded values are not recommended for survey control.
 DT0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0242.See file dsdata.txt to determine how the superseded data were derived.
 DT0242
 DT0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC378615(NAD 83)
 DT0242_MARKER: DB = BENCH MARK DISK
 DT0242_SETTING: 80 = SET IN A BOULDER
 DT0242_SP_SET: BOULDER
 DT0242_STAMPING: U-114 1935
 DT0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0242+STABILITY: SURFACE MOTION
 DT0242
 DT0242  HISTORY     - Date     Condition        Report By
 DT0242  HISTORY     - 1935     MONUMENTED       CGS
 DT0242  HISTORY     - 1976     GOOD             USGS
 DT0242
 DT0242                          STATION DESCRIPTION
 DT0242
 DT0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0242'4.7 MI N FROM VOIGT RANCH.
 DT0242'4.7 MI N ALONG ROAD TO JCT WITH STATE HWY NO. 73 ON THE ROAD TO THE
 DT0242'VOIGT RANCH, 196 FEET W OF THE CENTERLINE OF THE ROAD, 210 FEET NE OF
 DT0242'A GATE IN THE FENCE, 76 FT E OF A FENCE LINE, SET IN THE TOP OF A
 DT0242'BOULDER 2 FT HIGH.
 DT0242
 DT0242                          STATION RECOVERY (1976)
 DT0242
 DT0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DT0242'7.05 MILES SOUTH ALONG STATE HWY. 273 FROM THE JCT. OF STATE HWY. 260
 DT0242'AND 273. TO A ROAD JCT. EAST. 350 FT EAST OF CENTERLINE OF HWY. 300
 DT0242'FT. NORTH OF JUNCTIONS. 195 FEET EAST OF CENTERLINE OF DIRT ROAD. A
 DT0242'STANDARD C AND GS TABLET STAMPED U 114 1935 SET IN TOP OF A 2 FT.
 DT0242'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0460 ***********************************************************************
 CG0460  DESIGNATION -  U 115
 CG0460  PID         -  CG0460
 CG0460  STATE/COUNTY-  AZ/PIMA
 CG0460  USGS QUAD   -  PENITAS HILLS (1979)
 CG0460
 CG0460                         *CURRENT SURVEY CONTROL
 CG0460  ___________________________________________________________________
 CG0460* NAD 83(1986)-  31 47 17.     (N)    111 15 12.     (W)     SCALED    
 CG0460* NAVD 88     -      1123.49   (+/-2cm)    3686.0    (feet)  VERTCON   
 CG0460  ___________________________________________________________________
 CG0460  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CG0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0460
 CG0460.The horizontal coordinates were scaled from a topographic map and have
 CG0460.an estimated accuracy of +/- 6 seconds.
 CG0460
 CG0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0460.The vertical order pertains to the NGVD 29 superseded value.
 CG0460
 CG0460.The geoid height was determined by GEOID03.
 CG0460
 CG0460;                    North         East    Units  Estimated Accuracy
 CG0460;SPC AZ C     -    87,560.      276,180.      MT  (+/- 180 meters Scaled)
 CG0460
 CG0460                          SUPERSEDED SURVEY CONTROL
 CG0460
 CG0460  NGVD 29 (??/??/92) 1122.685  (m)         3683.34   (f) ADJ UNCH    2 0
 CG0460
 CG0460.Superseded values are not recommended for survey control.
 CG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0460.See file dsdata.txt to determine how the superseded data were derived.
 CG0460
 CG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA760169(NAD 83)
 CG0460_MARKER: DB = BENCH MARK DISK
 CG0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0460_STAMPING: U 115 1935
 CG0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0460+STABILITY: SURFACE MOTION
 CG0460
 CG0460  HISTORY     - Date     Condition        Report By
 CG0460  HISTORY     - 1935     MONUMENTED       CGS
 CG0460  HISTORY     - 1952     MARK NOT FOUND   NGS
 CG0460  HISTORY     - 1975     GOOD             USGS
 CG0460
 CG0460                          STATION DESCRIPTION
 CG0460
 CG0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0460'14.7 MI NW FROM ARIVACA JUNCTION.
 CG0460'14.7 MILES NORTHWEST OF ARIVACA JUNCTION, PIMA COUNTY.  THIS BENCH
 CG0460'MARK MAY BE REACHED BY GOING 5.5 MILES WEST ALONG THE ARIVACA ROAD,
 CG0460'THENCE 6.6 MILES NORTHWEST ALONG THE BATAMOTE RANCH ROAD TO BATAMOTE
 CG0460'RANCH, AND THENCE 2.6 MILES NORTHWEST ALONG A TRACK ROAD (THE SAN JUAN
 CG0460'RANCH ROAD).  IT IS 0.2 MILE EAST OF A DRY WASH CROSSING THE ROAD, AND
 CG0460'58 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 CG0460'U 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CG0460
 CG0460                          STATION RECOVERY (1975)
 CG0460
 CG0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0460'BATAMOTE RANCH, 2.5 MI W. OF ALONG BATAMOTE RD. TO RD. FORK (0.4 MI
 CG0460'W. OF X-RDS.), THENCE 0.6 MI NW. (RIGHT) TO RD. FORK, THENCE 0.9 MI
 CG0460'NW. (RIGHT) TO BUDDY TANK, THENCE 0.95 MI NE. CROSS-COUNTRY, ALONG
 CG0460'SOUTH SIDE OF MAIN DRAIN TO LOW AND FLAT AREA AT BEND OF MAIN RIDGE.
 CG0460'ABOUT 170 FT S. OF CENTERLINE OF RD. SET IN CONCRETE POST PROJECTING
 CG0460'0.5 FT. STANDARD DISK STAMPED U 115 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0547 ***********************************************************************
 FS0547  DESIGNATION -  U 116
 FS0547  PID         -  FS0547
 FS0547  STATE/COUNTY-  AZ/MOHAVE
 FS0547  USGS QUAD   -  CERBAT (1968)
 FS0547
 FS0547                         *CURRENT SURVEY CONTROL
 FS0547  ___________________________________________________________________
 FS0547* NAD 83(1986)-  35 22 10.     (N)    114 12 12.     (W)     SCALED    
 FS0547* NAVD 88     -      1108.892  (meters)    3638.09   (feet)  ADJUSTED  
 FS0547  ___________________________________________________________________
 FS0547  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS0547  DYNAMIC HT  -        1107.576 (meters)    3633.77  (feet)  COMP
 FS0547  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FS0547  OBS GRAVITY -     979,408.6   (mgal)                       GRAV_OBS
 FS0547
 FS0547  VERT ORDER  -  FIRST     CLASS II
 FS0547
 FS0547.The horizontal coordinates were scaled from a topographic map and have
 FS0547.an estimated accuracy of +/- 6 seconds.
 FS0547
 FS0547.The orthometric height was determined by differential leveling
 FS0547.and adjusted in June 1991.
 FS0547
 FS0547.The geoid height was determined by GEOID03.
 FS0547
 FS0547.The dynamic height is computed by dividing the NAVD 88
 FS0547.geopotential number by the normal gravity value computed on the
 FS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0547.degrees latitude (g = 980.6199 gals.).
 FS0547
 FS0547.The modeled gravity was interpolated from observed gravity values.
 FS0547.The observed gravity was obtained from relative gravimeter ties
 FS0547.to the IGSN71 gravity network.
 FS0547
 FS0547;                    North         East    Units  Estimated Accuracy
 FS0547;SPC AZ W     -   484,670.      172,170.      MT  (+/- 180 meters Scaled)
 FS0547
 FS0547                          SUPERSEDED SURVEY CONTROL
 FS0547
 FS0547  NGVD 29 (??/??/92) 1108.066  (m)         3635.38   (f) ADJ UNCH    1 2
 FS0547
 FS0547.Superseded values are not recommended for survey control.
 FS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0547.See file dsdata.txt to determine how the superseded data were derived.
 FS0547
 FS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV540176(NAD 83)
 FS0547_MARKER: DB = BENCH MARK DISK
 FS0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0547_STAMPING: U 116 1935
 FS0547_MARK LOGO: CGS   
 FS0547_PROJECTION: PROJECTING 21 CENTIMETERS
 FS0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0547+STABILITY: SURFACE MOTION
 FS0547
 FS0547  HISTORY     - Date     Condition        Report By
 FS0547  HISTORY     - 1935     MONUMENTED       CGS
 FS0547  HISTORY     - 1940     GOOD             NGS
 FS0547  HISTORY     - 1982     GOOD             NGS
 FS0547  HISTORY     - 1982     GOOD             NGS
 FS0547
 FS0547                          STATION DESCRIPTION
 FS0547
 FS0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0547'3.1 MI S FROM CHLORIDE.
 FS0547'3.1 MILES SOUTH ALONG THE OLD KINGMAN ROAD FROM CHLORIDE, 0.4
 FS0547'MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO
 FS0547'U.S. HIGHWAY 93, 0.1 MILE NORTHWEST OF A CURVE IN THE ROAD,
 FS0547'250 FEET SOUTHEAST OF A WASH, 41 FEET SOUTHWEST OF THE
 FS0547'CENTERLINE OF THE OLD ROAD, AND 2.5 FEET WEST OF A WHITE WOODEN
 FS0547'WITNESS POST.  A STANDARD DISK, STAMPED U 116 1935 AND SET IN
 FS0547'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 FS0547
 FS0547                          STATION RECOVERY (1982)
 FS0547
 FS0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0547'5.0 KM (3.1 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0547'IN CHLORIDE, 0.6 KM (0.4 MI) SOUTHEAST OF THE JUNCTION OF A ROAD
 FS0547'LEADING SOUTHWEST TO US HIGHWAY 93, 0.2 KM (0.1 MI) NORTHWEST OF A
 FS0547'CURVE, 76.2 METERS (250 FT) SOUTHEAST OF A WASH, 12.5 METERS (41 FT)
 FS0547'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY. NOTE--THE OLD HIGHWAY
 FS0547'IS LOCATED WEST OF A BETTER TRAVELED DIRT ROAD IN THE AREA.
 FS0547'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
 FS0547
 FS0547                          STATION RECOVERY (1982)
 FS0547
 FS0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0547'5.0 KM (3.1 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0547'IN CHLORIDE, 0.6 KM (0.4 MI) SOUTHEAST OF THE JUNCTION OF A ROAD
 FS0547'LEADING SOUTHWEST TO US HIGHWAY 93, 0.2 KM (0.1 MI) NORTHWEST OF A
 FS0547'CURVE, 76.2 METERS (250 FT) SOUTHEAST OF A WASH, 12.5 METERS (41 FT)
 FS0547'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY. NOTE--THE OLD HIGHWAY
 FS0547'IS LOCATED WEST OF A BETTER TRAVELED DIRT ROAD IN THE AREA.
 FS0547'THE MARK IS 0.76 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0607 ***********************************************************************
 CG0607  DESIGNATION -  U 117
 CG0607  PID         -  CG0607
 CG0607  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0607  USGS QUAD   -  RUBY (1981)
 CG0607
 CG0607                         *CURRENT SURVEY CONTROL
 CG0607  ___________________________________________________________________
 CG0607* NAD 83(1986)-  31 27 08.     (N)    111 11 30.     (W)     SCALED    
 CG0607* NAVD 88     -      1325.57   (+/-2cm)    4349.0    (feet)  VERTCON   
 CG0607  ___________________________________________________________________
 CG0607  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CG0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0607
 CG0607.The horizontal coordinates were scaled from a topographic map and have
 CG0607.an estimated accuracy of +/- 6 seconds.
 CG0607
 CG0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0607.The vertical order pertains to the NGVD 29 superseded value.
 CG0607
 CG0607.The geoid height was determined by GEOID03.
 CG0607
 CG0607;                    North         East    Units  Estimated Accuracy
 CG0607;SPC AZ C     -    50,360.      282,270.      MT  (+/- 180 meters Scaled)
 CG0607
 CG0607                          SUPERSEDED SURVEY CONTROL
 CG0607
 CG0607  NGVD 29 (??/??/92) 1324.666  (m)         4346.01   (f) ADJ UNCH    2 0
 CG0607
 CG0607.Superseded values are not recommended for survey control.
 CG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0607.See file dsdata.txt to determine how the superseded data were derived.
 CG0607
 CG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV817797(NAD 83)
 CG0607_MARKER: DB = BENCH MARK DISK
 CG0607_SETTING: 66 = SET IN ROCK OUTCROP
 CG0607_SP_SET: ROCK LEDGE
 CG0607_STAMPING: U 117 1935
 CG0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0607+STABILITY: POSITION/ELEVATION WELL
 CG0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0607+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 CG0607
 CG0607  HISTORY     - Date     Condition        Report By
 CG0607  HISTORY     - 1935     MONUMENTED       CGS
 CG0607  HISTORY     - 1977     GOOD             USGS
 CG0607  HISTORY     - 20061216 GOOD             GEOCAC
 CG0607
 CG0607                          STATION DESCRIPTION
 CG0607
 CG0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0607'4.0 MI SE FROM RUBY.
 CG0607'4.0 MILES SOUTHEAST ALONG THE NOGALES ROAD FROM RUBY, SANTA CRUZ
 CG0607'COUNTY, 1.3 MILES NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO
 CG0607'BEAR VALLEY, 70 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH
 CG0607'OF THE EDGE OF A PRECIPICE, AND IN THE TOP OF A ROCK LEDGE.  A
 CG0607'STANDARD DISK, STAMPED U 117 1935.
 CG0607
 CG0607                          STATION RECOVERY (1977)
 CG0607
 CG0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0607'4.0 MILES SOUTHEAST ALONG THE NOGALES RD. FROM RUBY, 1.3 MILES NORTH
 CG0607'OF CREEK CROSSING, 70 FT WEST OF THE CENTERLINE OF RD., 1 FT NORTH OF
 CG0607'THE PRECIPICE. SET IN TOP OF ROCK LEDGE. A STANDARD DISK STAMPED U
 CG0607'117 1935.
 CG0607
 CG0607                          STATION RECOVERY (2006)
 CG0607
 CG0607'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0607'LOCATED PER DESCRIPTION THOUGH SCALED COORDINATES WERE SLIGHTLY OFF.
 CG0607'OUR READINGS WERE N 31 27.141 W 111 11.522
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0819 ***********************************************************************
 CG0819  DESIGNATION -  U 118
 CG0819  PID         -  CG0819
 CG0819  STATE/COUNTY-  AZ/PIMA
 CG0819  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0819
 CG0819                         *CURRENT SURVEY CONTROL
 CG0819  ___________________________________________________________________
 CG0819* NAD 83(1986)-  31 47 59.     (N)    111 41 12.     (W)     SCALED    
 CG0819* NAVD 88     -       913.37   (+/-2cm)    2996.6    (feet)  VERTCON   
 CG0819  ___________________________________________________________________
 CG0819  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CG0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0819
 CG0819.The horizontal coordinates were scaled from a topographic map and have
 CG0819.an estimated accuracy of +/- 6 seconds.
 CG0819
 CG0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0819.The vertical order pertains to the NGVD 29 superseded value.
 CG0819
 CG0819.The geoid height was determined by GEOID03.
 CG0819
 CG0819;                    North         East    Units  Estimated Accuracy
 CG0819;SPC AZ C     -    88,680.      235,140.      MT  (+/- 180 meters Scaled)
 CG0819
 CG0819                          SUPERSEDED SURVEY CONTROL
 CG0819
 CG0819  NGVD 29 (??/??/92)  912.608  (m)         2994.11   (f) ADJ UNCH    2 0
 CG0819
 CG0819.Superseded values are not recommended for survey control.
 CG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0819.See file dsdata.txt to determine how the superseded data were derived.
 CG0819
 CG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA349184(NAD 83)
 CG0819_MARKER: DB = BENCH MARK DISK
 CG0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0819_STAMPING: U 118 1935
 CG0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0819+STABILITY: SURFACE MOTION
 CG0819
 CG0819  HISTORY     - Date     Condition        Report By
 CG0819  HISTORY     - 1935     MONUMENTED       CGS
 CG0819  HISTORY     - 1952     GOOD             NGS
 CG0819
 CG0819                          STATION DESCRIPTION
 CG0819
 CG0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0819'8.5 MI E FROM TOPAWA.
 CG0819'8.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0819'TOPAWA, 0.4 MILE SOUTHWEST OF E 122 AND THE Y JUNCTION OF TOPAWA ROAD
 CG0819'AND BABOQUIVARI FOOT HILLS ROAD, 0.4 MILE NORTHEAST OF THE Y JUNCTION
 CG0819'OF A ROAD LEADING EAST, 261 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 CG0819'AND A WASH CROSSING THE ROAD, 80 FEET NORTHWEST AND ACROSS THE ROAD
 CG0819'FROM A TELEPHONE POLE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 CG0819'ROAD, 2 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 CG0819'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.1 FOOT ABOVE
 CG0819'THE GROUND, NOTE-- U HAS BEEN STAMPED OVER, A E AND A 2 FOLLOWS U 118.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0388 ***********************************************************************
 FS0388  DESIGNATION -  U 119
 FS0388  PID         -  FS0388
 FS0388  STATE/COUNTY-  AZ/MOHAVE
 FS0388  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0388
 FS0388                         *CURRENT SURVEY CONTROL
 FS0388  ___________________________________________________________________
 FS0388* NAD 83(1986)-  35 56 45.     (N)    114 29 23.     (W)     SCALED    
 FS0388* NAVD 88     -       497.429  (meters)    1631.98   (feet)  POSTED    
 FS0388  ___________________________________________________________________
 FS0388  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FS0388  DYNAMIC HT  -         496.930 (meters)    1630.34  (feet)  COMP
 FS0388  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 FS0388
 FS0388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0388
 FS0388.The horizontal coordinates were scaled from a topographic map and have
 FS0388.an estimated accuracy of +/- 6 seconds.
 FS0388
 FS0388.The orthometric height was determined by differential leveling
 FS0388.and adjusted by the  in 1992.
 FS0388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0388.rate of 0.0 thru 1.0 mm/km.
 FS0388
 FS0388.The geoid height was determined by GEOID03.
 FS0388
 FS0388.The dynamic height is computed by dividing the NAVD 88
 FS0388.geopotential number by the normal gravity value computed on the
 FS0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0388.degrees latitude (g = 980.6199 gals.).
 FS0388
 FS0388.The modeled gravity was interpolated from observed gravity values.
 FS0388
 FS0388;                    North         East    Units  Estimated Accuracy
 FS0388;SPC AZ W     -   548,770.      146,620.      MT  (+/- 180 meters Scaled)
 FS0388
 FS0388                          SUPERSEDED SURVEY CONTROL
 FS0388
 FS0388  NGVD 29 (??/??/92)  496.71   (m)         1629.6    (f) COMPUTED    1 2
 FS0388
 FS0388.Superseded values are not recommended for survey control.
 FS0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0388.See file dsdata.txt to determine how the superseded data were derived.
 FS0388
 FS0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV264808(NAD 83)
 FS0388_MARKER: DB = BENCH MARK DISK
 FS0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0388_STAMPING: U 119 1935
 FS0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0388+STABILITY: SURFACE MOTION
 FS0388
 FS0388  HISTORY     - Date     Condition        Report By
 FS0388  HISTORY     - 1935     MONUMENTED       CGS
 FS0388  HISTORY     - 1950     MARK NOT FOUND   NGS
 FS0388  HISTORY     - 1963     MARK NOT FOUND   NGS
 FS0388
 FS0388                          STATION DESCRIPTION
 FS0388
 FS0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0388'9.4 MI S FROM MOUTH OF DETRITAL WASH.
 FS0388'38.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 AND ALONG WHITE HILLS
 FS0388'ROAD TO JUNCTION OF DETRITAL WASH ROAD, 11.4 MILES NORTH ALONG
 FS0388'DETRITAL WASH ROAD, 0.5 MILES NORTHWEST OF POINT WHERE ROAD
 FS0388'CROSSES WASH, 190 FEET WEST OF A WHITE MOUND FORMATION, 34 FEET
 FS0388'SOUTH OF THE CENTERLINE OF THE ROAD, AND IMMEDIATELY EAST OF A
 FS0388'GROUP OF SMALL HILLS.  A STANDARD DISK, STAMPED U 119 1935 AND
 FS0388'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS POSSIBLE THAT
 FS0388'THE MARK IS COVERED BY SILT WHICH HAS COLLECTED IN DETRITAL WASH
 FS0388'AT THIS POINT.
 FS0388
 FS0388                          STATION RECOVERY (1963)
 FS0388
 FS0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1086 ***********************************************************************
 DV1086  DESIGNATION -  U 12
 DV1086  PID         -  DV1086
 DV1086  STATE/COUNTY-  AZ/LA PAZ
 DV1086  USGS QUAD   -  SOCORRO MINE (1990)
 DV1086
 DV1086                         *CURRENT SURVEY CONTROL
 DV1086  ___________________________________________________________________
 DV1086* NAD 83(1986)-  33 42 19.     (N)    113 29 56.     (W)     SCALED    
 DV1086* NAVD 88     -       492.82   (+/-2cm)    1616.9    (feet)  VERTCON   
 DV1086  ___________________________________________________________________
 DV1086  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 DV1086  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1086
 DV1086.The horizontal coordinates were scaled from a topographic map and have
 DV1086.an estimated accuracy of +/- 6 seconds.
 DV1086
 DV1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1086.The vertical order pertains to the NGVD 29 superseded value.
 DV1086
 DV1086.The geoid height was determined by GEOID03.
 DV1086
 DV1086;                    North         East    Units  Estimated Accuracy
 DV1086;SPC AZ W     -   300,010.      236,640.      MT  (+/- 180 meters Scaled)
 DV1086
 DV1086                          SUPERSEDED SURVEY CONTROL
 DV1086
 DV1086  NGVD 29 (??/??/92)  492.120  (m)         1614.56   (f) ADJ UNCH    1 2
 DV1086
 DV1086.Superseded values are not recommended for survey control.
 DV1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1086.See file dsdata.txt to determine how the superseded data were derived.
 DV1086
 DV1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC684322(NAD 83)
 DV1086_MARKER: DB = BENCH MARK DISK
 DV1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1086_STAMPING: 1614.564 U 12 1927
 DV1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1086+STABILITY: SURFACE MOTION
 DV1086
 DV1086  HISTORY     - Date     Condition        Report By
 DV1086  HISTORY     - 1927     MONUMENTED       CGS
 DV1086  HISTORY     - 1934     GOOD             NGS
 DV1086  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1086  HISTORY     - 19860210 MARK NOT FOUND   USGS
 DV1086
 DV1086                          STATION DESCRIPTION
 DV1086
 DV1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV1086'8.8 MI SE FROM SALOME.
 DV1086'8.8 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD FROM THE JUNCTION OF
 DV1086'U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, 3.0 MILES EAST OF THE NORD
 DV1086'RANCH, ON THE INSIDE OF A CURVE, 41 YARDS NORTHWEST OF THE WEST ONE OF
 DV1086'TWO LARGE MESQUITE TREES 8 FEET APART ON THE NORTH EDGE OF THE ROAD,
 DV1086'45 FEET EAST OF A BLAZED MESQUITE TREE ON THE NORTH EDGE OF THE ROAD,
 DV1086'39 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, ON THE TOP OF THE
 DV1086'SOUTH BANK OF A 8-FOOT DRAINAGE DITCH, AND 1 FOOT ABOVE THE BOTTOM OF
 DV1086'THE DITCH.  A STANDARD DISK, STAMPED 1614.564 U 12 1927 AND SET IN THE
 DV1086'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- REPORT OF JAN
 DV1086'1961 - THE MARK IS ALONG THE (OLD) ROAD WHICH IS 0.2 MILES SOUTH OF
 DV1086'THE ONE PRESENTLY IN USE, 8.3 MILES ALONG THE BUCKEYE-SALOME ROAD TO A
 DV1086'T-ROAD LEADING SOUTH, 0.2 MILES TO CROSSROADS, 200 FEET SOUTH OF
 DV1086'CROSSROADS, AND 20 FT. SOUTH OF THE CENTERLINE OF EAST-WEST ROAD
 DV1086'PROJECTING 5 INCHES ABOVE GROUND.
 DV1086
 DV1086                          STATION RECOVERY (1981)
 DV1086
 DV1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1086'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 DV1086
 DV1086                          STATION RECOVERY (1986)
 DV1086
 DV1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JEP)
 DV1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0423 ***********************************************************************
 GR0423  DESIGNATION -  U 120
 GR0423  PID         -  GR0423
 GR0423  STATE/COUNTY-  AZ/MOHAVE
 GR0423  USGS QUAD   -  BONELLI BAY (1983)
 GR0423
 GR0423                         *CURRENT SURVEY CONTROL
 GR0423  ___________________________________________________________________
 GR0423* NAD 83(1986)-  36 02 19.     (N)    114 27 50.     (W)     SCALED    
 GR0423* NAVD 88     -       373.427  (meters)    1225.15   (feet)  POSTED    
 GR0423  ___________________________________________________________________
 GR0423  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0423  DYNAMIC HT  -         373.060 (meters)    1223.95  (feet)  COMP
 GR0423  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 GR0423
 GR0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0423
 GR0423.The horizontal coordinates were scaled from a topographic map and have
 GR0423.an estimated accuracy of +/- 6 seconds.
 GR0423
 GR0423.The orthometric height was determined by differential leveling
 GR0423.and adjusted by the  in 1992.
 GR0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0423.rate of 0.0 thru 1.0 mm/km.
 GR0423
 GR0423.The geoid height was determined by GEOID03.
 GR0423
 GR0423.The dynamic height is computed by dividing the NAVD 88
 GR0423.geopotential number by the normal gravity value computed on the
 GR0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0423.degrees latitude (g = 980.6199 gals.).
 GR0423
 GR0423.The modeled gravity was interpolated from observed gravity values.
 GR0423
 GR0423;                    North         East    Units  Estimated Accuracy
 GR0423;SPC AZ W     -   559,050.      149,030.      MT  (+/- 180 meters Scaled)
 GR0423
 GR0423                          SUPERSEDED SURVEY CONTROL
 GR0423
 GR0423  NGVD 29 (??/??/92)  372.709  (m)         1222.80   (f) ADJ UNCH    1 1
 GR0423
 GR0423.Superseded values are not recommended for survey control.
 GR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0423.See file dsdata.txt to determine how the superseded data were derived.
 GR0423
 GR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV284912(NAD 83)
 GR0423_MARKER: DB = BENCH MARK DISK
 GR0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0423_STAMPING: U 120 1935
 GR0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0423+STABILITY: SURFACE MOTION
 GR0423
 GR0423  HISTORY     - Date     Condition        Report By
 GR0423  HISTORY     - 1935     MONUMENTED       CGS
 GR0423  HISTORY     - 1950     GOOD             NGS
 GR0423  HISTORY     - 1963     GOOD             NGS
 GR0423
 GR0423                          STATION DESCRIPTION
 GR0423
 GR0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0423'1.0 MI S FROM MOUTH OF DETRITAL WASH.
 GR0423'1.0 MILE SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0423'0.5 MILE SOUTHWEST OF AND ACROSS THE WASH FROM B.M. R 289, ABOUT 125
 GR0423'YARDS WEST OF THE WEST EDGE OF THE WASH, ABOUT 225 YARDS EAST OF THE
 GR0423'FOOTHILLS, AT THE SOUTHWEST EDGE OF A SMALL FOREST OF TREES, 3.3 FEET
 GR0423'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0423'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 GR0423
 GR0423                          STATION RECOVERY (1963)
 GR0423
 GR0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0932 ***********************************************************************
 FS0932  DESIGNATION -  U 121 RESET
 FS0932  PID         -  FS0932
 FS0932  STATE/COUNTY-  AZ/MOHAVE
 FS0932  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0932
 FS0932                         *CURRENT SURVEY CONTROL
 FS0932  ___________________________________________________________________
 FS0932* NAD 83(1986)-  35 36 26.     (N)    114 24 31.     (W)     SCALED    
 FS0932* NAVD 88     -       819.320  (meters)    2688.05   (feet)  ADJUSTED  
 FS0932  ___________________________________________________________________
 FS0932  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0932  DYNAMIC HT  -         818.407 (meters)    2685.06  (feet)  COMP
 FS0932  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 FS0932
 FS0932  VERT ORDER  -  FIRST     CLASS II
 FS0932
 FS0932.The horizontal coordinates were scaled from a topographic map and have
 FS0932.an estimated accuracy of +/- 6 seconds.
 FS0932
 FS0932.The orthometric height was determined by differential leveling
 FS0932.and adjusted in June 1991.
 FS0932
 FS0932.The geoid height was determined by GEOID03.
 FS0932
 FS0932.The dynamic height is computed by dividing the NAVD 88
 FS0932.geopotential number by the normal gravity value computed on the
 FS0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0932.degrees latitude (g = 980.6199 gals.).
 FS0932
 FS0932.The modeled gravity was interpolated from observed gravity values.
 FS0932
 FS0932;                    North         East    Units  Estimated Accuracy
 FS0932;SPC AZ W     -   511,150.      153,690.      MT  (+/- 180 meters Scaled)
 FS0932
 FS0932                          SUPERSEDED SURVEY CONTROL
 FS0932
 FS0932.No superseded survey control is available for this station.
 FS0932
 FS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV347434(NAD 83)
 FS0932_MARKER: DB = BENCH MARK DISK
 FS0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0932_SP_SET: CONCRETE POST
 FS0932_STAMPING: U 121 RESET 1981
 FS0932_MARK LOGO: NGS   
 FS0932_PROJECTION: PROJECTING 11 CENTIMETERS
 FS0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0932+STABILITY: SURFACE MOTION
 FS0932
 FS0932  HISTORY     - Date     Condition        Report By
 FS0932  HISTORY     - 1981     MONUMENTED       AZDT
 FS0932  HISTORY     - 1982     GOOD             NGS
 FS0932  HISTORY     - 19870304 GOOD             USPSQD
 FS0932
 FS0932                          STATION DESCRIPTION
 FS0932
 FS0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0932'27.4 KM (17.0 MI) NW FROM GRASSHOPPER JUNCTION.
 FS0932'27.4 KM (17.0 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 FS0932'STATE HIGHWAY 62 IN GRASSHOPPER JUNCTION, ABOUT 300 FEET NORTHWEST OF
 FS0932'MILEPOST 36, 54.3 METERS (178 FT) EAST OF THE SOUTHEAST END OF A
 FS0932'BRIDGE OVER DETRITAL WASH, 32 METERS (105 FT) NORTHEAST OF THE
 FS0932'CENTERLINE OF THE HIGHWAY, 1.5 METERS (4.8 FT) NORTHEAST OF A FENCE.
 FS0932'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 FS0932'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 FS0932
 FS0932                          STATION RECOVERY (1987)
 FS0932
 FS0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (TGO)
 FS0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0708 ***********************************************************************
 CG0708  DESIGNATION -  U 122
 CG0708  PID         -  CG0708
 CG0708  STATE/COUNTY-  AZ/PIMA
 CG0708  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0708
 CG0708                         *CURRENT SURVEY CONTROL
 CG0708  ___________________________________________________________________
 CG0708* NAD 83(1986)-  31 31 19.     (N)    111 38 11.     (W)     SCALED    
 CG0708* NAVD 88     -       961.54   (+/-2cm)    3154.7    (feet)  VERTCON   
 CG0708  ___________________________________________________________________
 CG0708  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CG0708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0708
 CG0708.The horizontal coordinates were scaled from a topographic map and have
 CG0708.an estimated accuracy of +/- 6 seconds.
 CG0708
 CG0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0708.The vertical order pertains to the NGVD 29 superseded value.
 CG0708
 CG0708.The geoid height was determined by GEOID03.
 CG0708
 CG0708;                    North         East    Units  Estimated Accuracy
 CG0708;SPC AZ C     -    57,900.      239,980.      MT  (+/- 180 meters Scaled)
 CG0708
 CG0708                          SUPERSEDED SURVEY CONTROL
 CG0708
 CG0708  NGVD 29 (??/??/92)  960.756  (m)         3152.08   (f) ADJ UNCH    2 0
 CG0708
 CG0708.Superseded values are not recommended for survey control.
 CG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0708.See file dsdata.txt to determine how the superseded data were derived.
 CG0708
 CG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV395876(NAD 83)
 CG0708_MARKER: DB = BENCH MARK DISK
 CG0708_SETTING: 66 = SET IN ROCK OUTCROP
 CG0708_SP_SET: GRANITE OUTCROP
 CG0708_STAMPING: U 122 1935
 CG0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0708+STABILITY: POSITION/ELEVATION WELL
 CG0708
 CG0708  HISTORY     - Date     Condition        Report By
 CG0708  HISTORY     - 1935     MONUMENTED       CGS
 CG0708  HISTORY     - 1952     GOOD             NGS
 CG0708  HISTORY     - 1977     GOOD             USGS
 CG0708
 CG0708                          STATION DESCRIPTION
 CG0708
 CG0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0708'15.4 MI SE FROM SAN MIGUEL.
 CG0708'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0708'MIGUEL, THENCE 10.2 MILES SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD
 CG0708'TO THE MEXICAN BORDER, THENCE 0.9 MILE NORTHEAST ALONG A TRACK ROAD,
 CG0708'AND SET IN THE TOP OF A LARGE GRANITE OUTCROP, 55 1/2 FEET NORTHWEST
 CG0708'OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 22 1/2 FEET
 CG0708'NORTH OF THE CENTER LINE OF THE ROAD, 15.3 FEET NORTH OF A USGS METAL
 CG0708'TAG STAMPED 3152.5, AND ABOUT LEVEL WITH THE ROAD.
 CG0708
 CG0708                          STATION RECOVERY (1977)
 CG0708
 CG0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0708'BUENOS AIRES, 0.9 MI SE. TO WINDMILL NEXT TO WASH, THENCE 0.6 MI NE.
 CG0708'ALONG TRAIL NEXT TO WASH. 55 FT NW. OF CENTERLINE OF TRAIL AND WASH
 CG0708'X-ING TRAIL, 22 FT N. OF CENTERLINE OF TRAIL ABOUT LEVEL WITH RD. SET
 CG0708'IN TOP OF LARGE GRANITE OUTCROP. STANDARD DISK STAMPED U 122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0507 ***********************************************************************
 FR0507  DESIGNATION -  U 124
 FR0507  PID         -  FR0507
 FR0507  STATE/COUNTY-  AZ/MOHAVE
 FR0507  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0507
 FR0507                         *CURRENT SURVEY CONTROL
 FR0507  ___________________________________________________________________
 FR0507* NAD 83(1986)-  35 15 30.     (N)    113 58 05.     (W)     SCALED    
 FR0507* NAVD 88     -      1018.662  (meters)    3342.06   (feet)  ADJUSTED  
 FR0507  ___________________________________________________________________
 FR0507  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FR0507  DYNAMIC HT  -        1017.454 (meters)    3338.10  (feet)  COMP
 FR0507  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FR0507
 FR0507  VERT ORDER  -  FIRST     CLASS I
 FR0507
 FR0507.The horizontal coordinates were scaled from a topographic map and have
 FR0507.an estimated accuracy of +/- 6 seconds.
 FR0507
 FR0507.The orthometric height was determined by differential leveling
 FR0507.and adjusted in June 1991.
 FR0507
 FR0507.The geoid height was determined by GEOID03.
 FR0507
 FR0507.The dynamic height is computed by dividing the NAVD 88
 FR0507.geopotential number by the normal gravity value computed on the
 FR0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0507.degrees latitude (g = 980.6199 gals.).
 FR0507
 FR0507.The modeled gravity was interpolated from observed gravity values.
 FR0507
 FR0507;                    North         East    Units  Estimated Accuracy
 FR0507;SPC AZ W     -   472,270.      193,520.      MT  (+/- 180 meters Scaled)
 FR0507
 FR0507                          SUPERSEDED SURVEY CONTROL
 FR0507
 FR0507  NGVD 29 (??/??/92) 1017.860  (m)         3339.43   (f) ADJ UNCH    1 1
 FR0507
 FR0507.Superseded values are not recommended for survey control.
 FR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0507.See file dsdata.txt to determine how the superseded data were derived.
 FR0507
 FR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE299057(NAD 83)
 FR0507_MARKER: DB = BENCH MARK DISK
 FR0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0507_STAMPING: U 124 1935
 FR0507_MARK LOGO: CGS   
 FR0507_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0507+STABILITY: SURFACE MOTION
 FR0507
 FR0507  HISTORY     - Date     Condition        Report By
 FR0507  HISTORY     - 1935     MONUMENTED       CGS
 FR0507  HISTORY     - 1945     GOOD             NGS
 FR0507  HISTORY     - 1982     GOOD             NGS
 FR0507
 FR0507                          STATION DESCRIPTION
 FR0507
 FR0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FR0507'7.5 MI NE FROM KINGMAN.
 FR0507'7.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0507'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 200 FEET WEST OF MILEPOST
 FR0507'509, 108 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 FR0507'2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHWEST OF A
 FR0507'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED U 124 1935 AND
 FR0507'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FR0507
 FR0507                          STATION RECOVERY (1982)
 FR0507
 FR0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0507'12.1 KM (7.5 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0507'RAILROAD FROM THE STATION AT KINGMAN, 29.1 METERS (95.5 FEET)
 FR0507'NORTHWEST OF THE NORTHWEST RAIL, 37.0 METERS (121.5 FEET) WEST OF
 FR0507'RAILROAD MILEPOST 509, 7.8 METERS (25.5 FEET) NORTHWEST OF THE CENTER
 FR0507'OF A DIRT ROAD, 126 PACES NORTH NORTHEAST OF A WOODEN RAILROAD BRIDGE.
 FR0507'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 FR0507'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0486 ***********************************************************************
 FS0486  DESIGNATION -  U 125
 FS0486  PID         -  FS0486
 FS0486  STATE/COUNTY-  AZ/MOHAVE
 FS0486  USGS QUAD   -  RED LAKE (1968)
 FS0486
 FS0486                         *CURRENT SURVEY CONTROL
 FS0486  ___________________________________________________________________
 FS0486* NAD 83(1986)-  35 43 47.     (N)    114 04 11.     (W)     SCALED    
 FS0486* NAVD 88     -       849.719  (meters)    2787.79   (feet)  POSTED    
 FS0486  ___________________________________________________________________
 FS0486  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FS0486  DYNAMIC HT  -         848.770 (meters)    2784.67  (feet)  COMP
 FS0486  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 FS0486
 FS0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0486
 FS0486.The horizontal coordinates were scaled from a topographic map and have
 FS0486.an estimated accuracy of +/- 6 seconds.
 FS0486
 FS0486.The orthometric height was determined by differential leveling
 FS0486.and adjusted by the  in 1992.
 FS0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0486.rate of 0.0 thru 1.0 mm/km.
 FS0486
 FS0486.The geoid height was determined by GEOID03.
 FS0486
 FS0486.The dynamic height is computed by dividing the NAVD 88
 FS0486.geopotential number by the normal gravity value computed on the
 FS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0486.degrees latitude (g = 980.6199 gals.).
 FS0486
 FS0486.The modeled gravity was interpolated from observed gravity values.
 FS0486
 FS0486;                    North         East    Units  Estimated Accuracy
 FS0486;SPC AZ W     -   524,590.      184,440.      MT  (+/- 180 meters Scaled)
 FS0486
 FS0486                          SUPERSEDED SURVEY CONTROL
 FS0486
 FS0486  NGVD 29 (??/??/92)  848.977  (m)         2785.35   (f) ADJ UNCH    1 1
 FS0486
 FS0486.Superseded values are not recommended for survey control.
 FS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0486.See file dsdata.txt to determine how the superseded data were derived.
 FS0486
 FS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV650579(NAD 83)
 FS0486_MARKER: DB = BENCH MARK DISK
 FS0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0486_STAMPING: U 125 1935
 FS0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0486+STABILITY: SURFACE MOTION
 FS0486
 FS0486  HISTORY     - Date     Condition        Report By
 FS0486  HISTORY     - 1935     MONUMENTED       CGS
 FS0486  HISTORY     - 1940     GOOD             NGS
 FS0486  HISTORY     - 1970     GOOD             USGS
 FS0486
 FS0486                          STATION DESCRIPTION
 FS0486
 FS0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0486'32.5 MI N FROM HACKBERRY.
 FS0486'32.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA
 FS0486'RED LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERY, MOHAVE
 FS0486'COUNTY, 9.3 MILES NORTHWEST OF THE NEW ROAD, 5.3 MILES SOUTH OF
 FS0486'THE JUNCTION OF STATE HIGHWAY 193, 0.8 MILE NORTHWEST OF A SMALL
 FS0486'RESERVOIR, 10 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2
 FS0486'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 FS0486'U 125 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 FS0486'ABOVE GROUND.
 FS0486
 FS0486                          STATION RECOVERY (1970)
 FS0486
 FS0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0383 ***********************************************************************
 GR0383  DESIGNATION -  U 126
 GR0383  PID         -  GR0383
 GR0383  STATE/COUNTY-  AZ/MOHAVE
 GR0383  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0383
 GR0383                         *CURRENT SURVEY CONTROL
 GR0383  ___________________________________________________________________
 GR0383* NAD 83(1986)-  36 04 38.     (N)    114 03 46.     (W)     SCALED    
 GR0383* NAVD 88     -       786.063  (meters)    2578.94   (feet)  POSTED    
 GR0383  ___________________________________________________________________
 GR0383  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GR0383  DYNAMIC HT  -         785.230 (meters)    2576.21  (feet)  COMP
 GR0383  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 GR0383
 GR0383  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0383
 GR0383.The horizontal coordinates were scaled from a topographic map and have
 GR0383.an estimated accuracy of +/- 6 seconds.
 GR0383
 GR0383.The orthometric height was determined by differential leveling
 GR0383.and adjusted by the  in 1992.
 GR0383.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0383.rate of 0.0 thru 1.0 mm/km.
 GR0383
 GR0383.The geoid height was determined by GEOID03.
 GR0383
 GR0383.The dynamic height is computed by dividing the NAVD 88
 GR0383.geopotential number by the normal gravity value computed on the
 GR0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0383.degrees latitude (g = 980.6199 gals.).
 GR0383
 GR0383.The modeled gravity was interpolated from observed gravity values.
 GR0383
 GR0383;                    North         East    Units  Estimated Accuracy
 GR0383;SPC AZ W     -   563,150.      185,190.      MT  (+/- 180 meters Scaled)
 GR0383
 GR0383                          SUPERSEDED SURVEY CONTROL
 GR0383
 GR0383  NGVD 29 (??/??/92)  785.358  (m)         2576.63   (f) ADJ UNCH    1 1
 GR0383
 GR0383.Superseded values are not recommended for survey control.
 GR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0383.See file dsdata.txt to determine how the superseded data were derived.
 GR0383
 GR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV645965(NAD 83)
 GR0383_MARKER: DB = BENCH MARK DISK
 GR0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0383_STAMPING: U 126 1935
 GR0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0383+STABILITY: SURFACE MOTION
 GR0383
 GR0383  HISTORY     - Date     Condition        Report By
 GR0383  HISTORY     - 1935     MONUMENTED       CGS
 GR0383  HISTORY     - 1950     GOOD             NGS
 GR0383
 GR0383                          STATION DESCRIPTION
 GR0383
 GR0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0383'5.4 MI SW FROM PIERCES FERRY.
 GR0383'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0383'STATION AT PIERCES FERRY, THENCE 4.9 MILES SOUTHWEST ALONG AN OLD
 GR0383'ABANDONED ROAD, 0.4 MILE NORTH OF THE FOOT OF A STEEP GRADE, ABOUT 200
 GR0383'YARDS WEST OF THE PARK SERVICE ROAD, ABOUT 40 YARDS WEST OF THE
 GR0383'APPROXIMATE CENTER OF A WASH, 180 FEET SOUTH OF A POINT WHERE THE ROAD
 GR0383'CROSSES A WASH, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.3 FEET
 GR0383'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0383'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0087 ***********************************************************************
 GQ0087  DESIGNATION -  U 127
 GQ0087  PID         -  GQ0087
 GQ0087  STATE/COUNTY-  AZ/MOHAVE
 GQ0087  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0087
 GQ0087                         *CURRENT SURVEY CONTROL
 GQ0087  ___________________________________________________________________
 GQ0087* NAD 83(1986)-  36 09 52.     (N)    113 57 04.     (W)     SCALED    
 GQ0087* NAVD 88     -       401.060  (meters)    1315.81   (feet)  POSTED    
 GQ0087  ___________________________________________________________________
 GQ0087  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 GQ0087  DYNAMIC HT  -         400.640 (meters)    1314.43  (feet)  COMP
 GQ0087  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 GQ0087
 GQ0087  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0087
 GQ0087.The horizontal coordinates were scaled from a topographic map and have
 GQ0087.an estimated accuracy of +/- 6 seconds.
 GQ0087
 GQ0087.The orthometric height was determined by differential leveling
 GQ0087.and adjusted by the  in 1992.
 GQ0087.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0087.rate of 0.0 thru 1.0 mm/km.
 GQ0087
 GQ0087.The geoid height was determined by GEOID03.
 GQ0087
 GQ0087.The dynamic height is computed by dividing the NAVD 88
 GQ0087.geopotential number by the normal gravity value computed on the
 GQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0087.degrees latitude (g = 980.6199 gals.).
 GQ0087
 GQ0087.The modeled gravity was interpolated from observed gravity values.
 GQ0087
 GQ0087;                    North         East    Units  Estimated Accuracy
 GQ0087;SPC AZ W     -   572,800.      195,270.      MT  (+/- 180 meters Scaled)
 GQ0087
 GQ0087                          SUPERSEDED SURVEY CONTROL
 GQ0087
 GQ0087  NGVD 29 (??/??/92)  400.359  (m)         1313.51   (f) ADJ UNCH    1 1
 GQ0087
 GQ0087.Superseded values are not recommended for survey control.
 GQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0087.See file dsdata.txt to determine how the superseded data were derived.
 GQ0087
 GQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF345062(NAD 83)
 GQ0087_MARKER: DB = BENCH MARK DISK
 GQ0087_SETTING: 80 = SET IN A BOULDER
 GQ0087_SP_SET: BOULDER
 GQ0087_STAMPING: U 127 1935
 GQ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0087+STABILITY: SURFACE MOTION
 GQ0087
 GQ0087  HISTORY     - Date     Condition        Report By
 GQ0087  HISTORY     - 1935     MONUMENTED       CGS
 GQ0087  HISTORY     - 1950     GOOD             NGS
 GQ0087
 GQ0087                          STATION DESCRIPTION
 GQ0087
 GQ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0087'63.6 MI SE FROM RIVERSIDE, NV.
 GQ0087'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0087'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0087'THENCE 23.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0087'FERRY ROAD, IN SNAP CANYON, ON THE SOUTHEAST SIDE, IN THE TOP OF A
 GQ0087'LARGE GRANITE BOULDER PROJECTING 10 FEET ABOVE THE GROUND, ACROSS THE
 GQ0087'CANYON FROM THE MOUTH OF A SMALL RAVINE ENTERING THE CANYON FROM THE
 GQ0087'NORTH, 52 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE MAIN
 GQ0087'CHANNEL, AND ABOUT 15 FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0418 ***********************************************************************
 FS0418  DESIGNATION -  U 128
 FS0418  PID         -  FS0418
 FS0418  STATE/COUNTY-  AZ/MOHAVE
 FS0418  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0418
 FS0418                         *CURRENT SURVEY CONTROL
 FS0418  ___________________________________________________________________
 FS0418* NAD 83(1986)-  35 57 33.     (N)    114 09 21.     (W)     SCALED    
 FS0418* NAVD 88     -       559.062  (meters)    1834.19   (feet)  POSTED    
 FS0418  ___________________________________________________________________
 FS0418  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FS0418  DYNAMIC HT  -         558.480 (meters)    1832.28  (feet)  COMP
 FS0418  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 FS0418
 FS0418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0418
 FS0418.The horizontal coordinates were scaled from a topographic map and have
 FS0418.an estimated accuracy of +/- 6 seconds.
 FS0418
 FS0418.The orthometric height was determined by differential leveling
 FS0418.and adjusted by the  in 1992.
 FS0418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0418.rate of 0.0 thru 1.0 mm/km.
 FS0418
 FS0418.The geoid height was determined by GEOID03.
 FS0418
 FS0418.The dynamic height is computed by dividing the NAVD 88
 FS0418.geopotential number by the normal gravity value computed on the
 FS0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0418.degrees latitude (g = 980.6199 gals.).
 FS0418
 FS0418.The modeled gravity was interpolated from observed gravity values.
 FS0418
 FS0418;                    North         East    Units  Estimated Accuracy
 FS0418;SPC AZ W     -   550,080.      176,750.      MT  (+/- 180 meters Scaled)
 FS0418
 FS0418                          SUPERSEDED SURVEY CONTROL
 FS0418
 FS0418  NGVD 29 (??/??/92)  558.404  (m)         1832.03   (f) ADJ UNCH    1 1
 FS0418
 FS0418.Superseded values are not recommended for survey control.
 FS0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0418.See file dsdata.txt to determine how the superseded data were derived.
 FS0418
 FS0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV565831(NAD 83)
 FS0418_MARKER: DB = BENCH MARK DISK
 FS0418_SETTING: 66 = SET IN ROCK OUTCROP
 FS0418_SP_SET: ROCK OUTCROP
 FS0418_STAMPING: U 128 1935
 FS0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0418+STABILITY: POSITION/ELEVATION WELL
 FS0418
 FS0418  HISTORY     - Date     Condition        Report By
 FS0418  HISTORY     - 1935     MONUMENTED       CGS
 FS0418  HISTORY     - 1950     GOOD             NGS
 FS0418  HISTORY     - 19870220 GOOD             USPSQD
 FS0418
 FS0418                          STATION DESCRIPTION
 FS0418
 FS0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0418'4.8 MI S FROM MOUTH OF HUALPAI WASH.
 FS0418'4.8 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0418'WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE WEST SIDE OF HUALPAI
 FS0418'WASH, IN THE TOP OF A WHITE OUTCROP, 25 FEET WEST OF THE CENTER LINE
 FS0418'OF THE ROAD AND THE APPROXIMATE CENTER OF THE WEST CHANNEL OF THE
 FS0418'WASH, 20 FEET EAST OF THE WEST BANK OF THE WASH, 8 FEET SOUTHWEST
 FS0418'OF A SMALL MESQUITE TREE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 FS0418
 FS0418                          STATION RECOVERY (1987)
 FS0418
 FS0418'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0102 ***********************************************************************
 GQ0102  DESIGNATION -  U 129
 GQ0102  PID         -  GQ0102
 GQ0102  STATE/COUNTY-  AZ/MOHAVE
 GQ0102  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0102
 GQ0102                         *CURRENT SURVEY CONTROL
 GQ0102  ___________________________________________________________________
 GQ0102* NAD 83(1986)-  36 12 13.     (N)    113 53 41.     (W)     SCALED    
 GQ0102* NAVD 88     -       639.179  (meters)    2097.04   (feet)  POSTED    
 GQ0102  ___________________________________________________________________
 GQ0102  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 GQ0102  DYNAMIC HT  -         638.490 (meters)    2094.78  (feet)  COMP
 GQ0102  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 GQ0102
 GQ0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0102
 GQ0102.The horizontal coordinates were scaled from a topographic map and have
 GQ0102.an estimated accuracy of +/- 6 seconds.
 GQ0102
 GQ0102.The orthometric height was determined by differential leveling
 GQ0102.and adjusted by the  in 1992.
 GQ0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0102.rate of 0.0 thru 1.0 mm/km.
 GQ0102
 GQ0102.The geoid height was determined by GEOID03.
 GQ0102
 GQ0102.The dynamic height is computed by dividing the NAVD 88
 GQ0102.geopotential number by the normal gravity value computed on the
 GQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0102.degrees latitude (g = 980.6199 gals.).
 GQ0102
 GQ0102.The modeled gravity was interpolated from observed gravity values.
 GQ0102
 GQ0102;                    North         East    Units  Estimated Accuracy
 GQ0102;SPC AZ W     -   577,130.      200,350.      MT  (+/- 180 meters Scaled)
 GQ0102
 GQ0102                          SUPERSEDED SURVEY CONTROL
 GQ0102
 GQ0102  NGVD 29 (??/??/92)  638.458  (m)         2094.67   (f) ADJ UNCH    1 1
 GQ0102
 GQ0102.Superseded values are not recommended for survey control.
 GQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0102.See file dsdata.txt to determine how the superseded data were derived.
 GQ0102
 GQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF397104(NAD 83)
 GQ0102_MARKER: DB = BENCH MARK DISK
 GQ0102_SETTING: 80 = SET IN A BOULDER
 GQ0102_SP_SET: BOULDER
 GQ0102_STAMPING: U 129 1935
 GQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0102+STABILITY: SURFACE MOTION
 GQ0102
 GQ0102  HISTORY     - Date     Condition        Report By
 GQ0102  HISTORY     - 1935     MONUMENTED       CGS
 GQ0102  HISTORY     - 1950     GOOD             NGS
 GQ0102
 GQ0102                          STATION DESCRIPTION
 GQ0102
 GQ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0102'59.1 MI SE FROM RIVERSIDE, NV.
 GQ0102'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0102'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0102'THENCE 19.4 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0102'FERRY ROAD, 0.1 MILE SOUTHWEST OF A POINT WHERE THE ROAD CROSSES A
 GQ0102'SMALL DEEP WASH, IN THE TOP OF A FLAT TOP BOULDER PROJECTING 0.5 FOOT
 GQ0102'ABOVE THE GROUND, 66 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 7
 GQ0102'FEET SOUTHEAST OF A CAIRN, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0473 ***********************************************************************
 FS0473  DESIGNATION -  U 130
 FS0473  PID         -  FS0473
 FS0473  STATE/COUNTY-  AZ/MOHAVE
 FS0473  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FS0473
 FS0473                         *CURRENT SURVEY CONTROL
 FS0473  ___________________________________________________________________
 FS0473* NAD 83(1986)-  35 52 58.     (N)    114 00 00.     (W)     SCALED    
 FS0473* NAVD 88     -      1222.911  (meters)    4012.17   (feet)  POSTED    
 FS0473  ___________________________________________________________________
 FS0473  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FS0473  DYNAMIC HT  -        1221.510 (meters)    4007.57  (feet)  COMP
 FS0473  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 FS0473
 FS0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0473
 FS0473.The horizontal coordinates were scaled from a topographic map and have
 FS0473.an estimated accuracy of +/- 6 seconds.
 FS0473
 FS0473.The orthometric height was determined by differential leveling
 FS0473.and adjusted by the  in 1992.
 FS0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0473.rate of 0.0 thru 1.0 mm/km.
 FS0473
 FS0473.The geoid height was determined by GEOID03.
 FS0473
 FS0473.The dynamic height is computed by dividing the NAVD 88
 FS0473.geopotential number by the normal gravity value computed on the
 FS0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0473.degrees latitude (g = 980.6199 gals.).
 FS0473
 FS0473.The modeled gravity was interpolated from observed gravity values.
 FS0473
 FS0473;                    North         East    Units  Estimated Accuracy
 FS0473;SPC AZ W     -   541,550.      190,790.      MT  (+/- 180 meters Scaled)
 FS0473
 FS0473                          SUPERSEDED SURVEY CONTROL
 FS0473
 FS0473  NGVD 29 (??/??/92) 1222.169  (m)         4009.73   (f) ADJ UNCH    2 0
 FS0473
 FS0473.Superseded values are not recommended for survey control.
 FS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0473.See file dsdata.txt to determine how the superseded data were derived.
 FS0473
 FS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV708751(NAD 83)
 FS0473_MARKER: DB = BENCH MARK DISK
 FS0473_SETTING: 66 = SET IN ROCK OUTCROP
 FS0473_SP_SET: ROCK OUTCROP
 FS0473_STAMPING: U 130 1935
 FS0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0473+STABILITY: POSITION/ELEVATION WELL
 FS0473
 FS0473  HISTORY     - Date     Condition        Report By
 FS0473  HISTORY     - 1935     MONUMENTED       CGS
 FS0473  HISTORY     - 1970     MARK NOT FOUND   USGS
 FS0473  HISTORY     - 1986     GOOD             USPSQD
 FS0473  HISTORY     - 20001201 MARK NOT FOUND   AZ-015
 FS0473
 FS0473                          STATION DESCRIPTION
 FS0473
 FS0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FS0473'67.4 MI NW FROM PEACH SPRINGS.
 FS0473'67.4 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FS0473'COUNTY, 0.5 MILE NORTHWEST OF DUNCAN RANCH, 50 YARDS NORTHEAST
 FS0473'OF THE CENTERLINE OF THE MAIN CHANNEL OF A WASH, 12 FEET
 FS0473'SOUTHWEST OF THE CENTERLINE OF THE ROAD, OPPOSITE A LARGE
 FS0473'GRANITE BOULDER, IN THE TOP OF A LARGE FLAT GRANITE OUTCROP, AND
 FS0473'LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED U 130 1935.
 FS0473
 FS0473                          STATION RECOVERY (1970)
 FS0473
 FS0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0473'MARK NOT FOUND.
 FS0473
 FS0473                          STATION RECOVERY (1986)
 FS0473
 FS0473'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0473'RECOVERED IN GOOD CONDITION.
 FS0473
 FS0473                          STATION RECOVERY (2000)
 FS0473
 FS0473'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FS0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0403 ***********************************************************************
 ES0403  DESIGNATION -  U 131
 ES0403  PID         -  ES0403
 ES0403  STATE/COUNTY-  AZ/YAVAPAI
 ES0403  USGS QUAD   -  ARNOLD MESA (1967)
 ES0403
 ES0403                         *CURRENT SURVEY CONTROL
 ES0403  ___________________________________________________________________
 ES0403* NAD 83(1986)-  34 22 35.     (N)    111 58 57.     (W)     SCALED    
 ES0403* NAVD 88     -      1259.00   (+/-2cm)    4130.6    (feet)  VERTCON   
 ES0403  ___________________________________________________________________
 ES0403  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ES0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0403
 ES0403.The horizontal coordinates were scaled from a topographic map and have
 ES0403.an estimated accuracy of +/- 6 seconds.
 ES0403
 ES0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0403.The vertical order pertains to the NGVD 29 superseded value.
 ES0403
 ES0403.The geoid height was determined by GEOID03.
 ES0403
 ES0403;                    North         East    Units  Estimated Accuracy
 ES0403;SPC AZ C     -   374,400.      207,310.      MT  (+/- 180 meters Scaled)
 ES0403
 ES0403                          SUPERSEDED SURVEY CONTROL
 ES0403
 ES0403  NGVD 29 (??/??/92) 1258.279  (m)         4128.20   (f) ADJ UNCH    2 0
 ES0403
 ES0403.Superseded values are not recommended for survey control.
 ES0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0403.See file dsdata.txt to determine how the superseded data were derived.
 ES0403
 ES0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD096043(NAD 83)
 ES0403_MARKER: DB = BENCH MARK DISK
 ES0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0403_STAMPING: U 131 1935
 ES0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0403+STABILITY: SURFACE MOTION
 ES0403
 ES0403  HISTORY     - Date     Condition        Report By
 ES0403  HISTORY     - 1935     MONUMENTED       CGS
 ES0403  HISTORY     - 1952     GOOD             NGS
 ES0403
 ES0403                          STATION DESCRIPTION
 ES0403
 ES0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0403'1.2 MI NW FROM DUGAS RANCH.
 ES0403'0.6 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE DUGAS RANCH, THENCE
 ES0403'0.6 MILE NORTH ALONG A DIM TRACK ROAD ON THE NORTHWEST SLOPE OF A
 ES0403'HILL, 0.1 MILE SOUTHWEST OF A CREEK CROSSING NEAR THE SUMMIT OF A
 ES0403'GRADE, 14 FEET WEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 ES0403'ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 ES0403'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0246 ***********************************************************************
 DT0246  DESIGNATION -  U 132
 DT0246  PID         -  DT0246
 DT0246  STATE/COUNTY-  AZ/APACHE
 DT0246  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0246
 DT0246                         *CURRENT SURVEY CONTROL
 DT0246  ___________________________________________________________________
 DT0246* NAD 83(1986)-  33 56 48.     (N)    109 29 17.     (W)     SCALED    
 DT0246* NAVD 88     -      2856.854  (meters)    9372.86   (feet)  ADJUSTED  
 DT0246  ___________________________________________________________________
 DT0246  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DT0246  DYNAMIC HT  -        2852.017 (meters)    9356.99  (feet)  COMP
 DT0246  MODELED GRAV-     978,838.4   (mgal)                       NAVD 88
 DT0246
 DT0246  VERT ORDER  -  SECOND    CLASS 0
 DT0246
 DT0246.The horizontal coordinates were scaled from a topographic map and have
 DT0246.an estimated accuracy of +/- 6 seconds.
 DT0246
 DT0246.The orthometric height was determined by differential leveling
 DT0246.and adjusted in June 1991.
 DT0246
 DT0246.The geoid height was determined by GEOID03.
 DT0246
 DT0246.The dynamic height is computed by dividing the NAVD 88
 DT0246.geopotential number by the normal gravity value computed on the
 DT0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0246.degrees latitude (g = 980.6199 gals.).
 DT0246
 DT0246.The modeled gravity was interpolated from observed gravity values.
 DT0246
 DT0246;                    North         East    Units  Estimated Accuracy
 DT0246;SPC AZ E     -   326,950.      276,090.      MT  (+/- 180 meters Scaled)
 DT0246
 DT0246                          SUPERSEDED SURVEY CONTROL
 DT0246
 DT0246  NGVD 29 (??/??/92) 2855.571  (m)         9368.65   (f) ADJ UNCH    2 0
 DT0246
 DT0246.Superseded values are not recommended for survey control.
 DT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0246.See file dsdata.txt to determine how the superseded data were derived.
 DT0246
 DT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC397572(NAD 83)
 DT0246_MARKER: DB = BENCH MARK DISK
 DT0246_SETTING: 66 = SET IN ROCK OUTCROP
 DT0246_SP_SET: ROCK OUTCROP
 DT0246_STAMPING: U-132 1935
 DT0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0246+STABILITY: POSITION/ELEVATION WELL
 DT0246
 DT0246  HISTORY     - Date     Condition        Report By
 DT0246  HISTORY     - 1935     MONUMENTED       CGS
 DT0246
 DT0246                          STATION DESCRIPTION
 DT0246
 DT0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0246'0.9 MI N FROM VOIGT RANCH.
 DT0246'0.9 MI N ALONG ROAD TO JCT WITH STATE HWY NO. 73 ON THE VOIGT RANCH
 DT0246'ROAD, ABOUT 200 YDS W OF THE ROAD FORKS TO POOL CORRAL AND S TO
 DT0246'RESERVATION RANCH, 128 FEET W OF THE CENTERLINE OF THE ROAD, SET ON
 DT0246'THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0145 ***********************************************************************
 ET0145  DESIGNATION -  U 133
 ET0145  PID         -  ET0145
 ET0145  STATE/COUNTY-  AZ/YAVAPAI
 ET0145  USGS QUAD   -  CHERRY (1973)
 ET0145
 ET0145                         *CURRENT SURVEY CONTROL
 ET0145  ___________________________________________________________________
 ET0145* NAD 83(1986)-  34 37 14.     (N)    112 06 21.     (W)     SCALED    
 ET0145* NAVD 88     -      1725.93   (+/-2cm)    5662.5    (feet)  VERTCON   
 ET0145  ___________________________________________________________________
 ET0145  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 ET0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0145
 ET0145.The horizontal coordinates were scaled from a topographic map and have
 ET0145.an estimated accuracy of +/- 6 seconds.
 ET0145
 ET0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0145.The vertical order pertains to the NGVD 29 superseded value.
 ET0145
 ET0145.The geoid height was determined by GEOID03.
 ET0145
 ET0145;                    North         East    Units  Estimated Accuracy
 ET0145;SPC AZ C     -   401,500.      196,010.      MT  (+/- 180 meters Scaled)
 ET0145
 ET0145                          SUPERSEDED SURVEY CONTROL
 ET0145
 ET0145  NGVD 29 (??/??/92) 1725.038  (m)         5659.56   (f) ADJ UNCH    2 0
 ET0145
 ET0145.Superseded values are not recommended for survey control.
 ET0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0145.See file dsdata.txt to determine how the superseded data were derived.
 ET0145
 ET0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD986315(NAD 83)
 ET0145_MARKER: DB = BENCH MARK DISK
 ET0145_SETTING: 80 = SET IN A BOULDER
 ET0145_SP_SET: BOULDER
 ET0145_STAMPING: U 133
 ET0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0145+STABILITY: SURFACE MOTION
 ET0145
 ET0145  HISTORY     - Date     Condition        Report By
 ET0145  HISTORY     - UNK      MONUMENTED       CGS
 ET0145  HISTORY     - 1973     GOOD             USGS
 ET0145
 ET0145                          STATION DESCRIPTION
 ET0145
 ET0145'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0145'13.3 MI NE FROM DEWEY.
 ET0145'ABOUT 7.0 MILES EAST ALONG THE ROAD FROM DEWEY ABOUT 4.9 MILES EAST
 ET0145'ALONG THE STATE HIGHWAY 169 FROM ITS JUNCTION WITH STATE HIGHWAY 69,
 ET0145'AT DEWEY, THENCE 1.9 MILES NE ALONG THE CHERRY ROAD, THENCE 4.1 MILES
 ET0145'NORTH ALONG THE BOTTLE RANCH ROAD TO THE RANCH.  THENCE ON FOOT 3.4
 ET0145'MILES UP ASH CREEK ABOUT 200 FT. UPSTREAM FROM A 4 FT. WATER-FALL, AT
 ET0145'A BEND IN THE STREAM, 38 FT EAST OF THE CENTERLINE OF THE CREEK IN A
 ET0145'SMALL FLAT, A STANDARD DISC IN THE TOP OF A GRANITE BOULDER ABOUT 6
 ET0145'FT. HIGHER THAN THE CREEK LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0058 ***********************************************************************
 FS0058  DESIGNATION -  U 134
 FS0058  PID         -  FS0058
 FS0058  STATE/COUNTY-  AZ/MOHAVE
 FS0058  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0058
 FS0058                         *CURRENT SURVEY CONTROL
 FS0058  ___________________________________________________________________
 FS0058* NAD 83(1986)-  35 58 31.     (N)    114 41 33.     (W)     SCALED    
 FS0058* NAVD 88     -       504.316  (meters)    1654.58   (feet)  ADJUSTED  
 FS0058  ___________________________________________________________________
 FS0058  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0058  DYNAMIC HT  -         503.811 (meters)    1652.92  (feet)  COMP
 FS0058  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 FS0058
 FS0058  VERT ORDER  -  FIRST     CLASS I
 FS0058
 FS0058.The horizontal coordinates were scaled from a topographic map and have
 FS0058.an estimated accuracy of +/- 6 seconds.
 FS0058
 FS0058.The orthometric height was determined by differential leveling
 FS0058.and adjusted in June 1991.
 FS0058
 FS0058.The geoid height was determined by GEOID03.
 FS0058
 FS0058.The dynamic height is computed by dividing the NAVD 88
 FS0058.geopotential number by the normal gravity value computed on the
 FS0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0058.degrees latitude (g = 980.6199 gals.).
 FS0058
 FS0058.The modeled gravity was interpolated from observed gravity values.
 FS0058
 FS0058;                    North         East    Units  Estimated Accuracy
 FS0058;SPC AZ W     -   552,200.      128,360.      MT  (+/- 180 meters Scaled)
 FS0058
 FS0058                          SUPERSEDED SURVEY CONTROL
 FS0058
 FS0058  NGVD 29 (??/??/92)  503.602  (m)         1652.23   (f) ADJ UNCH    1 1
 FS0058
 FS0058.Superseded values are not recommended for survey control.
 FS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0058.See file dsdata.txt to determine how the superseded data were derived.
 FS0058
 FS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV080836(NAD 83)
 FS0058_MARKER: DB = BENCH MARK DISK
 FS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0058_STAMPING: U 134 1935
 FS0058_MARK LOGO: CGS   
 FS0058_PROJECTION: FLUSH
 FS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0058+STABILITY: SURFACE MOTION
 FS0058
 FS0058  HISTORY     - Date     Condition        Report By
 FS0058  HISTORY     - 1935     MONUMENTED       CGS
 FS0058  HISTORY     - 1950     GOOD             NGS
 FS0058  HISTORY     - 1963     GOOD             NGS
 FS0058  HISTORY     - 1981     GOOD             NGS
 FS0058
 FS0058                          STATION DESCRIPTION
 FS0058
 FS0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0058'4.7 MI SE FROM HOOVER DAM.
 FS0058'4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0058'(ARIZONA) END OF HOOVER DAM, AT THE NORTHWEST END OF A CUT, ON
 FS0058'THE NORTHWEST SLOPE OF A GRADE, 31.7 FEET NORTH OF THE CENTER
 FS0058'LINE OF THE HIGHWAY, 26.4 FEET NORTHEAST OF THE EAST END OF A
 FS0058'GUARD RAIL, 12 NORTHEAST OF THE APPROXIMATE CENTER OF A SMALL
 FS0058'HIGHWAY DRAINAGE DITCH, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT
 FS0058'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0058'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0058
 FS0058                          STATION RECOVERY (1963)
 FS0058
 FS0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0058'RECOVERED IN GOOD CONDITION.
 FS0058
 FS0058                          STATION RECOVERY (1981)
 FS0058
 FS0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0058'7.3 KM (4.7 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0058'OF HOOVER DAM, 0.2 KM (0.1 MI) SOUTHEAST OF A CURVE, 13.1 METERS (43
 FS0058'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.6 METERS (38 FT)
 FS0058'NORTH OF THE EXTENDED CENTERLINE OF THE OLD HIGHWAY.
 FS0058'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FS0058'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0589 ***********************************************************************
 GR0589  DESIGNATION -  U 135
 GR0589  PID         -  GR0589
 GR0589  STATE/COUNTY-  AZ/MOHAVE
 GR0589  USGS QUAD   -  HOOVER DAM (1997)
 GR0589
 GR0589                         *CURRENT SURVEY CONTROL
 GR0589  ___________________________________________________________________
 GR0589* NAD 83(1986)-  36 00 57.     (N)    114 44 12.     (W)     SCALED    
 GR0589* NAVD 88     -       376.450  (meters)    1235.07   (feet)  ADJUSTED  
 GR0589  ___________________________________________________________________
 GR0589  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0589  DYNAMIC HT  -         376.081 (meters)    1233.86  (feet)  COMP
 GR0589  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0589
 GR0589  VERT ORDER  -  FIRST     CLASS I
 GR0589
 GR0589.The horizontal coordinates were scaled from a topographic map and have
 GR0589.an estimated accuracy of +/- 6 seconds.
 GR0589
 GR0589.The orthometric height was determined by differential leveling
 GR0589.and adjusted in June 1991.
 GR0589
 GR0589.The geoid height was determined by GEOID03.
 GR0589
 GR0589.The dynamic height is computed by dividing the NAVD 88
 GR0589.geopotential number by the normal gravity value computed on the
 GR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0589.degrees latitude (g = 980.6199 gals.).
 GR0589
 GR0589.The modeled gravity was interpolated from observed gravity values.
 GR0589
 GR0589;                    North         East    Units  Estimated Accuracy
 GR0589;SPC AZ W     -   556,740.      124,420.      MT  (+/- 180 meters Scaled)
 GR0589
 GR0589                          SUPERSEDED SURVEY CONTROL
 GR0589
 GR0589  NGVD 29 (??/??/92)  375.733  (m)         1232.72   (f) ADJ UNCH    1 1
 GR0589
 GR0589.Superseded values are not recommended for survey control.
 GR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0589.See file dsdata.txt to determine how the superseded data were derived.
 GR0589
 GR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039880(NAD 83)
 GR0589_MARKER: DB = BENCH MARK DISK
 GR0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0589_SP_SET: FLOOR
 GR0589_STAMPING: U 135 1935
 GR0589_MARK LOGO: CGS   
 GR0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0589
 GR0589  HISTORY     - Date     Condition        Report By
 GR0589  HISTORY     - 1935     MONUMENTED       CGS
 GR0589  HISTORY     - 1950     GOOD             NGS
 GR0589  HISTORY     - 1963     GOOD             NGS
 GR0589  HISTORY     - 1981     GOOD             NGS
 GR0589  HISTORY     - 1990     GOOD             USPSQD
 GR0589  HISTORY     - 1990     GOOD             USPSQD
 GR0589
 GR0589                          STATION DESCRIPTION
 GR0589
 GR0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0589'IN HOOVER DAM.
 GR0589'AT HOOVER DAM, ABOUT 115 YARDS NORTHEAST OF THE SOUTHEAST (ARIZONA)
 GR0589'END, AT THE WEST (DOWNSTREAM) ARIZONA INTAKE TOWER, 6.4 FEET SOUTH OF
 GR0589'THE SOUTH EDGE OF THE DOOR TO THE CONTROL ROOM, 0.7 FOOT SOUTHWEST OF
 GR0589'THE CONTROL ROOM WALL, AND IN THE TOP OF THE CONCRETE FLOOR.
 GR0589
 GR0589                          STATION RECOVERY (1963)
 GR0589
 GR0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0589'RECOVERED IN GOOD CONDITION.
 GR0589
 GR0589                          STATION RECOVERY (1981)
 GR0589
 GR0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0589'RECOVERED IN GOOD CONDITION.
 GR0589
 GR0589                          STATION RECOVERY (1990)
 GR0589
 GR0589'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0589'RECOVERED IN GOOD CONDITION.
 GR0589
 GR0589                          STATION RECOVERY (1990)
 GR0589
 GR0589'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0268 ***********************************************************************
 DT0268  DESIGNATION -  U 136
 DT0268  PID         -  DT0268
 DT0268  STATE/COUNTY-  AZ/APACHE
 DT0268  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0268
 DT0268                         *CURRENT SURVEY CONTROL
 DT0268  ___________________________________________________________________
 DT0268* NAD 83(1986)-  33 46 30.     (N)    109 24 26.     (W)     SCALED    
 DT0268* NAVD 88     -      2388.356  (meters)    7835.80   (feet)  ADJUSTED  
 DT0268  ___________________________________________________________________
 DT0268  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DT0268  DYNAMIC HT  -        2384.473 (meters)    7823.06  (feet)  COMP
 DT0268  MODELED GRAV-     978,924.3   (mgal)                       NAVD 88
 DT0268
 DT0268  VERT ORDER  -  SECOND    CLASS 0
 DT0268
 DT0268.The horizontal coordinates were scaled from a topographic map and have
 DT0268.an estimated accuracy of +/- 6 seconds.
 DT0268
 DT0268.The orthometric height was determined by differential leveling
 DT0268.and adjusted in June 1991.
 DT0268
 DT0268.The geoid height was determined by GEOID03.
 DT0268
 DT0268.The dynamic height is computed by dividing the NAVD 88
 DT0268.geopotential number by the normal gravity value computed on the
 DT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0268.degrees latitude (g = 980.6199 gals.).
 DT0268
 DT0268.The modeled gravity was interpolated from observed gravity values.
 DT0268
 DT0268;                    North         East    Units  Estimated Accuracy
 DT0268;SPC AZ E     -   307,960.      283,700.      MT  (+/- 180 meters Scaled)
 DT0268
 DT0268                          SUPERSEDED SURVEY CONTROL
 DT0268
 DT0268  NGVD 29 (??/??/92) 2387.272  (m)         7832.24   (f) ADJ UNCH    2 0
 DT0268
 DT0268.Superseded values are not recommended for survey control.
 DT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0268.See file dsdata.txt to determine how the superseded data were derived.
 DT0268
 DT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC474383(NAD 83)
 DT0268_MARKER: DB = BENCH MARK DISK
 DT0268_SETTING: 66 = SET IN ROCK OUTCROP
 DT0268_SP_SET: OUTCROP
 DT0268_STAMPING: U 136 1935
 DT0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0268+STABILITY: POSITION/ELEVATION WELL
 DT0268
 DT0268  HISTORY     - Date     Condition        Report By
 DT0268  HISTORY     - 1935     MONUMENTED       CGS
 DT0268  HISTORY     - 1958     GOOD             USGS
 DT0268
 DT0268                          STATION DESCRIPTION
 DT0268
 DT0268'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DT0268'7.8 MI SE FROM RESERVATION RANCH.
 DT0268'7.8 MILES SOUTHEAST ALONG THE BEAVERHEAD LODGE ROAD FROM RESERVATION
 DT0268'RANCH.  2.7 MILES WEST ALONG THE MAVERICK ROAD FROM THE P.S. RANCH,
 DT0268'THENCE 1.0 MILE NORTH ALONG THE WEST FORK RECREATION AREA ROAD.  1000
 DT0268'FEET NORTH OF A SHARP SWITCHBACK IN THE ROAD, 300 FEET WEST OF THE
 DT0268'EDGE OF THE RIMROCK, 200 FEET EAST OF A OLD TRACK ROAD AND SET IN THE
 DT0268'TOP OF A PROMINENT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0297 ***********************************************************************
 DT0297  DESIGNATION -  U 137
 DT0297  PID         -  DT0297
 DT0297  STATE/COUNTY-  AZ/APACHE
 DT0297  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0297
 DT0297                         *CURRENT SURVEY CONTROL
 DT0297  ___________________________________________________________________
 DT0297* NAD 83(1986)-  33 56 28.     (N)    109 04 14.     (W)     SCALED    
 DT0297* NAVD 88     -      2662.829  (meters)    8736.30   (feet)  ADJUSTED  
 DT0297  ___________________________________________________________________
 DT0297  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DT0297  DYNAMIC HT  -        2658.406 (meters)    8721.79  (feet)  COMP
 DT0297  MODELED GRAV-     978,877.9   (mgal)                       NAVD 88
 DT0297
 DT0297  VERT ORDER  -  SECOND    CLASS 0
 DT0297
 DT0297.The horizontal coordinates were scaled from a topographic map and have
 DT0297.an estimated accuracy of +/- 6 seconds.
 DT0297
 DT0297.The orthometric height was determined by differential leveling
 DT0297.and adjusted in June 1991.
 DT0297
 DT0297.The geoid height was determined by GEOID03.
 DT0297
 DT0297.The dynamic height is computed by dividing the NAVD 88
 DT0297.geopotential number by the normal gravity value computed on the
 DT0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0297.degrees latitude (g = 980.6199 gals.).
 DT0297
 DT0297.The modeled gravity was interpolated from observed gravity values.
 DT0297
 DT0297;                    North         East    Units  Estimated Accuracy
 DT0297;SPC AZ E     -   326,660.      314,690.      MT  (+/- 180 meters Scaled)
 DT0297
 DT0297                          SUPERSEDED SURVEY CONTROL
 DT0297
 DT0297  NGVD 29 (??/??/92) 2661.693  (m)         8732.57   (f) ADJ UNCH    2 0
 DT0297
 DT0297.Superseded values are not recommended for survey control.
 DT0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0297.See file dsdata.txt to determine how the superseded data were derived.
 DT0297
 DT0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC783573(NAD 83)
 DT0297_MARKER: DB = BENCH MARK DISK
 DT0297_SETTING: 66 = SET IN ROCK OUTCROP
 DT0297_SP_SET: ROCK OUTCROP
 DT0297_STAMPING: U 137 1935
 DT0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0297+STABILITY: POSITION/ELEVATION WELL
 DT0297
 DT0297  HISTORY     - Date     Condition        Report By
 DT0297  HISTORY     - 1935     MONUMENTED       CGS
 DT0297
 DT0297                          STATION DESCRIPTION
 DT0297
 DT0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0297'13.0 MI NE FROM ALPINE.
 DT0297'13.0 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. ON INSIDE OF
 DT0297'CURVE, ABOUT 125 FT. NE OF CURVE WHERE ROAD STARTS UP GRADE, ABOUT 5
 DT0297'FT. NE OF SMALL OAK TREE, ABOUT 33 FT. E OF CENTERLINE OF ROAD.
 DT0297'(NOTE-- SET ABOUT 33 FT. S OF 30 INCH PINE TREE.)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0552 ***********************************************************************
 CY0552  DESIGNATION -  U 14
 CY0552  PID         -  CY0552
 CY0552  STATE/COUNTY-  AZ/GRAHAM
 CY0552  USGS QUAD   -  SAFFORD (1985)
 CY0552
 CY0552                         *CURRENT SURVEY CONTROL
 CY0552  ___________________________________________________________________
 CY0552* NAD 83(1986)-  32 47 35.     (N)    109 37 47.     (W)     SCALED    
 CY0552* NAVD 88     -       912.981  (meters)    2995.34   (feet)  ADJUSTED  
 CY0552  ___________________________________________________________________
 CY0552  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0552  DYNAMIC HT  -         911.704 (meters)    2991.15  (feet)  COMP
 CY0552  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 CY0552
 CY0552  VERT ORDER  -  FIRST     CLASS II
 CY0552
 CY0552.The horizontal coordinates were scaled from a topographic map and have
 CY0552.an estimated accuracy of +/- 6 seconds.
 CY0552
 CY0552.The orthometric height was determined by differential leveling
 CY0552.and adjusted in June 1991.
 CY0552
 CY0552.The geoid height was determined by GEOID03.
 CY0552
 CY0552.The dynamic height is computed by dividing the NAVD 88
 CY0552.geopotential number by the normal gravity value computed on the
 CY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0552.degrees latitude (g = 980.6199 gals.).
 CY0552
 CY0552.The modeled gravity was interpolated from observed gravity values.
 CY0552
 CY0552;                    North         East    Units  Estimated Accuracy
 CY0552;SPC AZ E     -   198,930.      263,650.      MT  (+/- 180 meters Scaled)
 CY0552
 CY0552                          SUPERSEDED SURVEY CONTROL
 CY0552
 CY0552  NGVD 29 (??/??/92)  912.388  (m)         2993.39   (f) ADJ UNCH    1 2
 CY0552
 CY0552.Superseded values are not recommended for survey control.
 CY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0552.See file dsdata.txt to determine how the superseded data were derived.
 CY0552
 CY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB283291(NAD 83)
 CY0552_MARKER: DB = BENCH MARK DISK
 CY0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0552_STAMPING: 2993.393 U 14 1932
 CY0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0552+STABILITY: SURFACE MOTION
 CY0552
 CY0552  HISTORY     - Date     Condition        Report By
 CY0552  HISTORY     - 1932     MONUMENTED       CGS
 CY0552
 CY0552                          STATION DESCRIPTION
 CY0552
 CY0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0552'0.8 MI SE FROM SOLOMONSVILLE.
 CY0552'ON SOUTHERN PACIFIC RAILROAD, 550 FEET SOUTHEAST OF MILEPOST 1132, 42
 CY0552'FEET SOUTHWEST OF RAILROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0117 ***********************************************************************
 ES0117  DESIGNATION -  U 140
 ES0117  PID         -  ES0117
 ES0117  STATE/COUNTY-  AZ/NAVAJO
 ES0117  USGS QUAD   -  CLAY SPRINGS (1990)
 ES0117
 ES0117                         *CURRENT SURVEY CONTROL
 ES0117  ___________________________________________________________________
 ES0117* NAD 83(1986)-  34 19 12.     (N)    110 15 35.     (W)     SCALED    
 ES0117* NAVD 88     -      1976.224  (meters)    6483.66   (feet)  ADJUSTED  
 ES0117  ___________________________________________________________________
 ES0117  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0117  DYNAMIC HT  -        1973.296 (meters)    6474.06  (feet)  COMP
 ES0117  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 ES0117
 ES0117  VERT ORDER  -  SECOND    CLASS 0
 ES0117
 ES0117.The horizontal coordinates were scaled from a topographic map and have
 ES0117.an estimated accuracy of +/- 6 seconds.
 ES0117
 ES0117.The orthometric height was determined by differential leveling
 ES0117.and adjusted in June 1991.
 ES0117
 ES0117.The geoid height was determined by GEOID03.
 ES0117
 ES0117.The dynamic height is computed by dividing the NAVD 88
 ES0117.geopotential number by the normal gravity value computed on the
 ES0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0117.degrees latitude (g = 980.6199 gals.).
 ES0117
 ES0117.The modeled gravity was interpolated from observed gravity values.
 ES0117
 ES0117;                    North         East    Units  Estimated Accuracy
 ES0117;SPC AZ E     -   368,150.      204,800.      MT  (+/- 180 meters Scaled)
 ES0117
 ES0117                          SUPERSEDED SURVEY CONTROL
 ES0117
 ES0117  NGVD 29 (??/??/92) 1975.299  (m)         6480.63   (f) ADJ UNCH    2 0
 ES0117
 ES0117.Superseded values are not recommended for survey control.
 ES0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0117.See file dsdata.txt to determine how the superseded data were derived.
 ES0117
 ES0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC681978(NAD 83)
 ES0117_MARKER: DB = BENCH MARK DISK
 ES0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0117_STAMPING: U 140 1935
 ES0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0117+STABILITY: SURFACE MOTION
 ES0117
 ES0117  HISTORY     - Date     Condition        Report By
 ES0117  HISTORY     - 1935     MONUMENTED       CGS
 ES0117  HISTORY     - 1961     POOR             USGS
 ES0117  HISTORY     - 19871125 MARK NOT FOUND   USPSQD
 ES0117
 ES0117                          STATION DESCRIPTION
 ES0117
 ES0117'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ES0117'1.2 MI NW FROM PINEDALE.
 ES0117'1.2 MILES NORTHWEST ALONG THE ARIPINE FOREST SERVICE ROAD FROM THE
 ES0117'POST OFFICE AT PINEDALE, NAVAJO COUNTY, 200 FEET EAST OF A SMALL
 ES0117'WOODEN BRIDGE, MIDWAY UP A SMALL HILL, OPPOSITE A WIDE CURVE, AND 22
 ES0117'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED U
 ES0117'140 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BM HAS
 ES0117'BEEN SLIGHTLY TILTED BY THE BLADE OF A HIGHWAY MAINTENANCE PATROL,
 ES0117'WHICH HAS CHANGED ITS ELEVATION.  USE WITH CAUTION.
 ES0117
 ES0117                          STATION RECOVERY (1987)
 ES0117
 ES0117'RECOVERY NOTE BY US POWER SQUADRON 1987 (SGD)
 ES0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0235 ***********************************************************************
 ES0235  DESIGNATION -  U 141
 ES0235  PID         -  ES0235
 ES0235  STATE/COUNTY-  AZ/NAVAJO
 ES0235  USGS QUAD   -  CLEAR CREEK RESERVOIR (1970)
 ES0235
 ES0235                         *CURRENT SURVEY CONTROL
 ES0235  ___________________________________________________________________
 ES0235* NAD 83(1986)-  34 54 53.     (N)    110 38 17.     (W)     SCALED    
 ES0235* NAVD 88     -      1587.688  (meters)    5208.94   (feet)  ADJUSTED  
 ES0235  ___________________________________________________________________
 ES0235  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0235  DYNAMIC HT  -        1585.546 (meters)    5201.91  (feet)  COMP
 ES0235  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 ES0235
 ES0235  VERT ORDER  -  SECOND    CLASS 0
 ES0235
 ES0235.The horizontal coordinates were scaled from a topographic map and have
 ES0235.an estimated accuracy of +/- 6 seconds.
 ES0235
 ES0235.The orthometric height was determined by differential leveling
 ES0235.and adjusted in June 1991.
 ES0235
 ES0235.The geoid height was determined by GEOID03.
 ES0235
 ES0235.The dynamic height is computed by dividing the NAVD 88
 ES0235.geopotential number by the normal gravity value computed on the
 ES0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0235.degrees latitude (g = 980.6199 gals.).
 ES0235
 ES0235.The modeled gravity was interpolated from observed gravity values.
 ES0235
 ES0235;                    North         East    Units  Estimated Accuracy
 ES0235;SPC AZ E     -   434,220.      170,290.      MT  (+/- 180 meters Scaled)
 ES0235
 ES0235                          SUPERSEDED SURVEY CONTROL
 ES0235
 ES0235  NGVD 29 (??/??/92) 1586.910  (m)         5206.39   (f) ADJ UNCH    2 0
 ES0235
 ES0235.Superseded values are not recommended for survey control.
 ES0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0235.See file dsdata.txt to determine how the superseded data were derived.
 ES0235
 ES0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD330636(NAD 83)
 ES0235_MARKER: DB = BENCH MARK DISK
 ES0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0235_STAMPING: U-141 1935
 ES0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0235+STABILITY: SURFACE MOTION
 ES0235
 ES0235  HISTORY     - Date     Condition        Report By
 ES0235  HISTORY     - 1935     MONUMENTED       CGS
 ES0235  HISTORY     - 1956     GOOD             NGS
 ES0235
 ES0235                          STATION DESCRIPTION
 ES0235
 ES0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0235'7.9 MI S FROM WINSLOW (UNION OIL CO PLANT).
 ES0235'7.9 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  ABOUT 150 YDS
 ES0235'NORTH OF THE CREST OF A SMALL HILL AT THE TOP OF A SMALL RIDGE, AND 30
 ES0235'FT W OF THE CENTERLINE OF THE ROAD.
 ES0235
 ES0235                          STATION RECOVERY (1956)
 ES0235
 ES0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0184 ***********************************************************************
 ES0184  DESIGNATION -  U 142
 ES0184  PID         -  ES0184
 ES0184  STATE/COUNTY-  AZ/COCONINO
 ES0184  USGS QUAD   -  PORCUPINE RIDGE (1990)
 ES0184
 ES0184                         *CURRENT SURVEY CONTROL
 ES0184  ___________________________________________________________________
 ES0184* NAD 83(1986)-  34 23 53.     (N)    110 59 20.     (W)     SCALED    
 ES0184* NAVD 88     -      2360.922  (meters)    7745.79   (feet)  ADJUSTED  
 ES0184  ___________________________________________________________________
 ES0184  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ES0184  DYNAMIC HT  -        2357.333 (meters)    7734.02  (feet)  COMP
 ES0184  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 ES0184
 ES0184  VERT ORDER  -  SECOND    CLASS 0
 ES0184
 ES0184.The horizontal coordinates were scaled from a topographic map and have
 ES0184.an estimated accuracy of +/- 6 seconds.
 ES0184
 ES0184.The orthometric height was determined by differential leveling
 ES0184.and adjusted in June 1991.
 ES0184
 ES0184.The geoid height was determined by GEOID03.
 ES0184
 ES0184.The dynamic height is computed by dividing the NAVD 88
 ES0184.geopotential number by the normal gravity value computed on the
 ES0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0184.degrees latitude (g = 980.6199 gals.).
 ES0184
 ES0184.The modeled gravity was interpolated from observed gravity values.
 ES0184
 ES0184;                    North         East    Units  Estimated Accuracy
 ES0184;SPC AZ C     -   377,190.      298,660.      MT  (+/- 180 meters Scaled)
 ES0184
 ES0184                          SUPERSEDED SURVEY CONTROL
 ES0184
 ES0184  NGVD 29 (??/??/92) 2359.850  (m)         7742.27   (f) ADJ UNCH    2 0
 ES0184
 ES0184.Superseded values are not recommended for survey control.
 ES0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0184.See file dsdata.txt to determine how the superseded data were derived.
 ES0184
 ES0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD010062(NAD 83)
 ES0184_MARKER: DB = BENCH MARK DISK
 ES0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0184_STAMPING: U-142 1935
 ES0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0184+STABILITY: SURFACE MOTION
 ES0184
 ES0184  HISTORY     - Date     Condition        Report By
 ES0184  HISTORY     - 1935     MONUMENTED       CGS
 ES0184  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0184
 ES0184                          STATION DESCRIPTION
 ES0184
 ES0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0184'53.7 MI SW FROM WINSLOW.
 ES0184'1.3 MI N ALONG ROAD TO WINSLOW.  53.7 MI S.W. OF WINSLOW (UNION OIL
 ES0184'CO. PLANT) AT THE TOP OF A STEEP CLIMB, ON THE NORTH SLOPE OF A RIDGE,
 ES0184'ABOUT 500 FEET S OF A DIP IN THE ROAD, AND 33 FEET NE OF THE
 ES0184'CENTERLINE OF THE ROAD.
 ES0184
 ES0184                          STATION RECOVERY (2005)
 ES0184
 ES0184'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0184'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0145 ***********************************************************************
 ES0145  DESIGNATION -  U 146
 ES0145  PID         -  ES0145
 ES0145  STATE/COUNTY-  AZ/NAVAJO
 ES0145  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0145
 ES0145                         *CURRENT SURVEY CONTROL
 ES0145  ___________________________________________________________________
 ES0145* NAD 83(1986)-  34 02 24.     (N)    110 13 51.     (W)     SCALED    
 ES0145* NAVD 88     -      1683.662  (meters)    5523.81   (feet)  ADJUSTED  
 ES0145  ___________________________________________________________________
 ES0145  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ES0145  DYNAMIC HT  -        1681.239 (meters)    5515.86  (feet)  COMP
 ES0145  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 ES0145
 ES0145  VERT ORDER  -  SECOND    CLASS 0
 ES0145
 ES0145.The horizontal coordinates were scaled from a topographic map and have
 ES0145.an estimated accuracy of +/- 6 seconds.
 ES0145
 ES0145.The orthometric height was determined by differential leveling
 ES0145.and adjusted in June 1991.
 ES0145
 ES0145.The geoid height was determined by GEOID03.
 ES0145
 ES0145.The dynamic height is computed by dividing the NAVD 88
 ES0145.geopotential number by the normal gravity value computed on the
 ES0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0145.degrees latitude (g = 980.6199 gals.).
 ES0145
 ES0145.The modeled gravity was interpolated from observed gravity values.
 ES0145
 ES0145;                    North         East    Units  Estimated Accuracy
 ES0145;SPC AZ E     -   337,090.      207,440.      MT  (+/- 180 meters Scaled)
 ES0145
 ES0145                          SUPERSEDED SURVEY CONTROL
 ES0145
 ES0145  NGVD 29 (??/??/92) 1682.868  (m)         5521.21   (f) ADJ UNCH    2 0
 ES0145
 ES0145.Superseded values are not recommended for survey control.
 ES0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0145.See file dsdata.txt to determine how the superseded data were derived.
 ES0145
 ES0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC709668(NAD 83)
 ES0145_MARKER: DB = BENCH MARK DISK
 ES0145_SETTING: 66 = SET IN ROCK OUTCROP
 ES0145_SP_SET: ROCK OUTCROP
 ES0145_STAMPING: U 146 1960
 ES0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0145+STABILITY: POSITION/ELEVATION WELL
 ES0145
 ES0145  HISTORY     - Date     Condition        Report By
 ES0145  HISTORY     - 1960     MONUMENTED       CGS
 ES0145  HISTORY     - 19960919 GOOD             USPSQD
 ES0145
 ES0145                          STATION DESCRIPTION
 ES0145
 ES0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0145'20.4 MI SW FROM SHOW LOW.
 ES0145'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0145'SHOW LOW, THENCE 20.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0145'HIGHWAY 77, ON THE SOUTH SIDE OF A DEEP CANYON, SET IN THE TOP OF A
 ES0145'ROCK OUTCROP ON THE SOUTH BANK OF A CANYON, ABOUT FLUSH WITH THE
 ES0145'GROUND, 69 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE TOP OF
 ES0145'A STEEP GRADE, AND ABOUT LEVEL WITH THE HIGHWAY.
 ES0145
 ES0145                          STATION RECOVERY (1996)
 ES0145
 ES0145'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0050 ***********************************************************************
 DU0050  DESIGNATION -  U 147
 DU0050  PID         -  DU0050
 DU0050  STATE/COUNTY-  AZ/GILA
 DU0050  USGS QUAD   -  CARRIZO (1978)
 DU0050
 DU0050                         *CURRENT SURVEY CONTROL
 DU0050  ___________________________________________________________________
 DU0050* NAD 83(1986)-  33 56 53.     (N)    110 19 49.     (W)     SCALED    
 DU0050* NAVD 88     -      1631.142  (meters)    5351.51   (feet)  ADJUSTED  
 DU0050  ___________________________________________________________________
 DU0050  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DU0050  DYNAMIC HT  -        1628.802 (meters)    5343.83  (feet)  COMP
 DU0050  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 DU0050
 DU0050  VERT ORDER  -  SECOND    CLASS 0
 DU0050
 DU0050.The horizontal coordinates were scaled from a topographic map and have
 DU0050.an estimated accuracy of +/- 6 seconds.
 DU0050
 DU0050.The orthometric height was determined by differential leveling
 DU0050.and adjusted in June 1991.
 DU0050
 DU0050.The geoid height was determined by GEOID03.
 DU0050
 DU0050.The dynamic height is computed by dividing the NAVD 88
 DU0050.geopotential number by the normal gravity value computed on the
 DU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0050.degrees latitude (g = 980.6199 gals.).
 DU0050
 DU0050.The modeled gravity was interpolated from observed gravity values.
 DU0050
 DU0050;                    North         East    Units  Estimated Accuracy
 DU0050;SPC AZ E     -   326,910.      198,240.      MT  (+/- 180 meters Scaled)
 DU0050
 DU0050                          SUPERSEDED SURVEY CONTROL
 DU0050
 DU0050  NGVD 29 (??/??/92) 1630.374  (m)         5348.99   (f) ADJ UNCH    2 0
 DU0050
 DU0050.Superseded values are not recommended for survey control.
 DU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0050.See file dsdata.txt to determine how the superseded data were derived.
 DU0050
 DU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC618565(NAD 83)
 DU0050_MARKER: DB = BENCH MARK DISK
 DU0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0050_SP_SET: CATTLE GUARD
 DU0050_STAMPING: U 147 1960
 DU0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0050
 DU0050  HISTORY     - Date     Condition        Report By
 DU0050  HISTORY     - 1960     MONUMENTED       CGS
 DU0050  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0050  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0050
 DU0050                          STATION DESCRIPTION
 DU0050
 DU0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0050'23.9 MI NE FROM SENECA.
 DU0050'ABOUT 23.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 AND STATE HIGHWAYS 77
 DU0050'AND 789 FROM THE APACHE REST SERVICE STATION AND CAFE AT SENECA, ABOUT
 DU0050'0.6 MILE SOUTHWEST OF THE JUNCTION OF CIBECUE ROAD, IN THE TOP OF THE
 DU0050'NORTH END OF THE EAST CONCRETE HEADWALL OF A CATTLE GUARD, 20 FEET
 DU0050'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 DU0050'HIGHWAY.
 DU0050
 DU0050                          STATION RECOVERY (1976)
 DU0050
 DU0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0050'MARK NOT FOUND.
 DU0050
 DU0050                          STATION RECOVERY (1979)
 DU0050
 DU0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0050'NOTE=THE CATTLE GUARD IS NO LONGER AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0384 ***********************************************************************
 DT0384  DESIGNATION -  U 149
 DT0384  PID         -  DT0384
 DT0384  STATE/COUNTY-  AZ/GRAHAM
 DT0384  USGS QUAD   -  TULE TUBS (1967)
 DT0384
 DT0384                         *CURRENT SURVEY CONTROL
 DT0384  ___________________________________________________________________
 DT0384* NAD 83(1986)-  33 21 01.     (N)    109 56 41.     (W)     SCALED    
 DT0384* NAVD 88     -      1555.335  (meters)    5102.79   (feet)  ADJUSTED  
 DT0384  ___________________________________________________________________
 DT0384  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DT0384  DYNAMIC HT  -        1553.028 (meters)    5095.23  (feet)  COMP
 DT0384  MODELED GRAV-     979,099.4   (mgal)                       NAVD 88
 DT0384
 DT0384  VERT ORDER  -  SECOND    CLASS 0
 DT0384
 DT0384.The horizontal coordinates were scaled from a topographic map and have
 DT0384.an estimated accuracy of +/- 6 seconds.
 DT0384
 DT0384.The orthometric height was determined by differential leveling
 DT0384.and adjusted in June 1991.
 DT0384
 DT0384.The geoid height was determined by GEOID03.
 DT0384
 DT0384.The dynamic height is computed by dividing the NAVD 88
 DT0384.geopotential number by the normal gravity value computed on the
 DT0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0384.degrees latitude (g = 980.6199 gals.).
 DT0384
 DT0384.The modeled gravity was interpolated from observed gravity values.
 DT0384
 DT0384;                    North         East    Units  Estimated Accuracy
 DT0384;SPC AZ E     -   260,620.      234,020.      MT  (+/- 180 meters Scaled)
 DT0384
 DT0384                          SUPERSEDED SURVEY CONTROL
 DT0384
 DT0384  NGVD 29 (??/??/92) 1554.582  (m)         5100.32   (f) ADJ UNCH    2 0
 DT0384
 DT0384.Superseded values are not recommended for survey control.
 DT0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0384.See file dsdata.txt to determine how the superseded data were derived.
 DT0384
 DT0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB981906(NAD 83)
 DT0384_MARKER: DB = BENCH MARK DISK
 DT0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0384_STAMPING: U 149 1935
 DT0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0384+STABILITY: SURFACE MOTION
 DT0384
 DT0384  HISTORY     - Date     Condition        Report By
 DT0384  HISTORY     - 1935     MONUMENTED       CGS
 DT0384
 DT0384                          STATION DESCRIPTION
 DT0384
 DT0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0384'5.6 MI SE FROM ASH CREEK RANCH.
 DT0384'5.6 MI. SE ALONG ROAD TO HAT RANCH. 0.9 MI. E OF ROAD FORK, 0.6 MI. W
 DT0384'OF GATE ACROSS ROAD WITH A CORRAL ON THE N SIDE OF THE ROAD, 90 FT. E
 DT0384'OF WASH AND 49 FT. S OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0109 ***********************************************************************
 DU0109  DESIGNATION -  U 15
 DU0109  PID         -  DU0109
 DU0109  STATE/COUNTY-  AZ/GRAHAM
 DU0109  USGS QUAD   -  CALVA (1989)
 DU0109
 DU0109                         *CURRENT SURVEY CONTROL
 DU0109  ___________________________________________________________________
 DU0109* NAD 83(1986)-  33 10 51.     (N)    110 11 03.     (W)     SCALED    
 DU0109* NAVD 88     -       786.762  (meters)    2581.24   (feet)  ADJUSTED  
 DU0109  ___________________________________________________________________
 DU0109  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DU0109  DYNAMIC HT  -         785.693 (meters)    2577.73  (feet)  COMP
 DU0109  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 DU0109
 DU0109  VERT ORDER  -  FIRST     CLASS II
 DU0109
 DU0109.The horizontal coordinates were scaled from a topographic map and have
 DU0109.an estimated accuracy of +/- 6 seconds.
 DU0109
 DU0109.The orthometric height was determined by differential leveling
 DU0109.and adjusted in June 1991.
 DU0109
 DU0109.The geoid height was determined by GEOID03.
 DU0109
 DU0109.The dynamic height is computed by dividing the NAVD 88
 DU0109.geopotential number by the normal gravity value computed on the
 DU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0109.degrees latitude (g = 980.6199 gals.).
 DU0109
 DU0109.The modeled gravity was interpolated from observed gravity values.
 DU0109
 DU0109;                    North         East    Units  Estimated Accuracy
 DU0109;SPC AZ E     -   241,810.      211,730.      MT  (+/- 180 meters Scaled)
 DU0109
 DU0109                          SUPERSEDED SURVEY CONTROL
 DU0109
 DU0109  NGVD 29 (??/??/92)  786.184  (m)         2579.34   (f) ADJ UNCH    1 2
 DU0109
 DU0109.Superseded values are not recommended for survey control.
 DU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0109.See file dsdata.txt to determine how the superseded data were derived.
 DU0109
 DU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB760716(NAD 83)
 DU0109_MARKER: DB = BENCH MARK DISK
 DU0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0109_STAMPING: U 15 1933 2579.339
 DU0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0109+STABILITY: SURFACE MOTION
 DU0109
 DU0109  HISTORY     - Date     Condition        Report By
 DU0109  HISTORY     - 1933     MONUMENTED       CGS
 DU0109  HISTORY     - 1952     GOOD             NGS
 DU0109  HISTORY     - 19870520 MARK NOT FOUND   USGS
 DU0109
 DU0109                          STATION DESCRIPTION
 DU0109
 DU0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0109'0.6 MI E FROM CALVA.
 DU0109'0.6 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DU0109'STATION AT CALVA, 142 FEET EAST OF MILEPOLE NO. 1176, AT HIGHWAY
 DU0109'MILEAGE 1316+74, 69.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70,
 DU0109'15.3 FEET SOUTH OF A FENCE, 27.7 FEET NORTH OF THE NORTH RAIL, 1 FOOT
 DU0109'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DU0109'1.0 FOOT ABOVE GROUND.
 DU0109
 DU0109                          STATION RECOVERY (1987)
 DU0109
 DU0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (WCN)
 DU0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0585 ***********************************************************************
 CY0585  DESIGNATION -  U 153
 CY0585  PID         -  CY0585
 CY0585  STATE/COUNTY-  AZ/GRAHAM
 CY0585  USGS QUAD   -  PIMA (1985)
 CY0585
 CY0585                         *CURRENT SURVEY CONTROL
 CY0585  ___________________________________________________________________
 CY0585* NAD 83(1986)-  32 57 12.     (N)    109 47 58.     (W)     SCALED    
 CY0585* NAVD 88     -       977.533  (meters)    3207.12   (feet)  ADJUSTED  
 CY0585  ___________________________________________________________________
 CY0585  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CY0585  DYNAMIC HT  -         976.170 (meters)    3202.65  (feet)  COMP
 CY0585  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 CY0585
 CY0585  VERT ORDER  -  SECOND    CLASS 0
 CY0585
 CY0585.The horizontal coordinates were scaled from a topographic map and have
 CY0585.an estimated accuracy of +/- 6 seconds.
 CY0585
 CY0585.The orthometric height was determined by differential leveling
 CY0585.and adjusted in June 1991.
 CY0585
 CY0585.The geoid height was determined by GEOID03.
 CY0585
 CY0585.The dynamic height is computed by dividing the NAVD 88
 CY0585.geopotential number by the normal gravity value computed on the
 CY0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0585.degrees latitude (g = 980.6199 gals.).
 CY0585
 CY0585.The modeled gravity was interpolated from observed gravity values.
 CY0585
 CY0585;                    North         East    Units  Estimated Accuracy
 CY0585;SPC AZ E     -   216,640.      247,690.      MT  (+/- 180 meters Scaled)
 CY0585
 CY0585                          SUPERSEDED SURVEY CONTROL
 CY0585
 CY0585  NGVD 29 (??/??/92)  976.925  (m)         3205.13   (f) ADJ UNCH    2 0
 CY0585
 CY0585.Superseded values are not recommended for survey control.
 CY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0585.See file dsdata.txt to determine how the superseded data were derived.
 CY0585
 CY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB122467(NAD 83)
 CY0585_MARKER: DB = BENCH MARK DISK
 CY0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0585_STAMPING: U 153 1935
 CY0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0585+STABILITY: SURFACE MOTION
 CY0585
 CY0585  HISTORY     - Date     Condition        Report By
 CY0585  HISTORY     - 1935     MONUMENTED       CGS
 CY0585
 CY0585                          STATION DESCRIPTION
 CY0585
 CY0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CY0585'5.1 MI N FROM PIMA.
 CY0585'5.1 MILES NORTH ALONG THE HAT RANCH ROAD FROM THE PUBLIC SCHOOL AT
 CY0585'PIMA, GRAHAM COUNTY, 0.3 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD,
 CY0585'AND WEST OF THE CROSSING OF A WASH.  A STANDARD DISK, STAMPED U 153
 CY0585'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0453 ***********************************************************************
 ES0453  DESIGNATION -  U 155
 ES0453  PID         -  ES0453
 ES0453  STATE/COUNTY-  AZ/YAVAPAI
 ES0453  USGS QUAD   -  ROVER PEAK (1967)
 ES0453
 ES0453                         *CURRENT SURVEY CONTROL
 ES0453  ___________________________________________________________________
 ES0453* NAD 83(1986)-  34 06 14.     (N)    111 45 29.     (W)     SCALED    
 ES0453* NAVD 88     -       855.88   (+/-2cm)    2808.0    (feet)  VERTCON   
 ES0453  ___________________________________________________________________
 ES0453  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 ES0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0453
 ES0453.The horizontal coordinates were scaled from a topographic map and have
 ES0453.an estimated accuracy of +/- 6 seconds.
 ES0453
 ES0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0453.The vertical order pertains to the NGVD 29 superseded value.
 ES0453
 ES0453.The geoid height was determined by GEOID03.
 ES0453
 ES0453;                    North         East    Units  Estimated Accuracy
 ES0453;SPC AZ C     -   344,190.      227,990.      MT  (+/- 180 meters Scaled)
 ES0453
 ES0453                          SUPERSEDED SURVEY CONTROL
 ES0453
 ES0453  NGVD 29 (??/??/92)  855.196  (m)         2805.76   (f) ADJ UNCH    2 0
 ES0453
 ES0453.Superseded values are not recommended for survey control.
 ES0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0453.See file dsdata.txt to determine how the superseded data were derived.
 ES0453
 ES0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC300739(NAD 83)
 ES0453_MARKER: DB = BENCH MARK DISK
 ES0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0453_STAMPING: U 155 1935
 ES0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0453+STABILITY: SURFACE MOTION
 ES0453
 ES0453  HISTORY     - Date     Condition        Report By
 ES0453  HISTORY     - 1935     MONUMENTED       CGS
 ES0453  HISTORY     - 1952     GOOD             NGS
 ES0453  HISTORY     - 20081228 MARK NOT FOUND   GEOCAC
 ES0453
 ES0453                          STATION DESCRIPTION
 ES0453
 ES0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0453'37.0 MI SE FROM CORDES.
 ES0453'37.0 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0453'CORDES, 1.0 MILE NORTHWEST OF THE END OF THE ROAD CONSTRUCTION, ABOUT
 ES0453'65 YARDS SOUTHEAST OF THE BOTTOM OF A STEEP GRADE, ABOUT 50 YARDS
 ES0453'NORTHWEST OF THE POINT WHERE THE ROAD PASSES OVER A BLACK RIDGE, ON
 ES0453'THE NORTHEAST SLOPE OF A HILLSIDE, 15 FEET NORTH OF THE CENTER LINE OF
 ES0453'AND ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ES0453'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 ES0453
 ES0453                          STATION RECOVERY (2008)
 ES0453
 ES0453'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0453'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND THE GRADED ROAD
 ES0453'WITH LOOSE DIRT AND ROCK PUSHED TO THE SIDE OF THE ROAD. THE MARK MAY
 ES0453'BE BURIED UNDER THE LOOSE DIRT AND ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0236 ***********************************************************************
 DU0236  DESIGNATION -  U 16
 DU0236  PID         -  DU0236
 DU0236  STATE/COUNTY-  AZ/GILA
 DU0236  USGS QUAD   -  GLOBE (1982)
 DU0236
 DU0236                         *CURRENT SURVEY CONTROL
 DU0236  ___________________________________________________________________
 DU0236* NAD 83(1986)-  33 23 39.     (N)    110 47 14.     (W)     SCALED    
 DU0236* NAVD 88     -      1070.195  (meters)    3511.13   (feet)  ADJUSTED  
 DU0236  ___________________________________________________________________
 DU0236  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU0236  DYNAMIC HT  -        1068.742 (meters)    3506.36  (feet)  COMP
 DU0236  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 DU0236
 DU0236  VERT ORDER  -  FIRST     CLASS II
 DU0236
 DU0236.The horizontal coordinates were scaled from a topographic map and have
 DU0236.an estimated accuracy of +/- 6 seconds.
 DU0236
 DU0236.The orthometric height was determined by differential leveling
 DU0236.and adjusted in June 1991.
 DU0236
 DU0236.The geoid height was determined by GEOID03.
 DU0236
 DU0236.The dynamic height is computed by dividing the NAVD 88
 DU0236.geopotential number by the normal gravity value computed on the
 DU0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0236.degrees latitude (g = 980.6199 gals.).
 DU0236
 DU0236.The modeled gravity was interpolated from observed gravity values.
 DU0236
 DU0236;                    North         East    Units  Estimated Accuracy
 DU0236;SPC AZ E     -   265,640.      155,630.      MT  (+/- 180 meters Scaled)
 DU0236
 DU0236                          SUPERSEDED SURVEY CONTROL
 DU0236
 DU0236  NGVD 29 (??/??/92) 1069.568  (m)         3509.07   (f) ADJ UNCH    1 2
 DU0236
 DU0236.Superseded values are not recommended for survey control.
 DU0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0236.See file dsdata.txt to determine how the superseded data were derived.
 DU0236
 DU0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB197950(NAD 83)
 DU0236_MARKER: DB = BENCH MARK DISK
 DU0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0236_SP_SET: PLATFORM
 DU0236_STAMPING: U 16 1933 3509.074
 DU0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0236+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU0236
 DU0236  HISTORY     - Date     Condition        Report By
 DU0236  HISTORY     - 1933     MONUMENTED       CGS
 DU0236  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU0236  HISTORY     - 1979     GOOD             NGS
 DU0236  HISTORY     - 20081008 GOOD             GEOCAC
 DU0236
 DU0236                          STATION DESCRIPTION
 DU0236
 DU0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0236'IN GLOBE.
 DU0236'ON SOUTHERN PACIFIC DEPOT PLATFORM, 8 INCHES SOUTHWEST OF MID-POINT OF
 DU0236'FRONT WALL OF DEPOT, 40 FEET NORTHEAST OF RAILROAD CENTER-LINE.
 DU0236
 DU0236                          STATION RECOVERY (1963)
 DU0236
 DU0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU0236'MARK NOT FOUND.
 DU0236
 DU0236                          STATION RECOVERY (1979)
 DU0236
 DU0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0236'IN GLOBE, SET IN THE PLATFORM OF THE HIGHLANDER CENTER LAUNDRY
 DU0236'(OLD RAILROAD STATION) BETWEEN THE BUILDING AND CARWASH AT SOUTH
 DU0236'BROAD STREET AND SYCAMORE STREET, 60 FEET SOUTHEAST OF THE
 DU0236'NORTHWEST CORNER OF THE BUILDING, 1 FOOT SOUTH OF THE SOUTH WALL
 DU0236'OF THE BUILDING, 21 FEET NORTHWEST OF THE SOUTH ENTRANCES.
 DU0236'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DU0236
 DU0236                          STATION RECOVERY (2008)
 DU0236
 DU0236'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0236'RECOVERED AS DESCRIBED, IN GOOD CONDITION, AS PER THE 1979 RECOVERY
 DU0236'REPORT. *NOTE* THE LAUNDRY HAS VACATED THE BUILDING. RESTORATION IS IN
 DU0236'PROGRESS, AND THE BUILDING WILL APPARENTLY BECOME A MUSEUM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0275 ***********************************************************************
 DU0275  DESIGNATION -  U 17
 DU0275  PID         -  DU0275
 DU0275  STATE/COUNTY-  AZ/GILA
 DU0275  USGS QUAD   -  PINAL PEAK (1979)
 DU0275
 DU0275                         *CURRENT SURVEY CONTROL
 DU0275  ___________________________________________________________________
 DU0275* NAD 83(1986)-  33 16 45.     (N)    110 45 19.     (W)     SCALED    
 DU0275* NAVD 88     -      1351.81   (+/-2cm)    4435.1    (feet)  VERTCON   
 DU0275  ___________________________________________________________________
 DU0275  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DU0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0275
 DU0275.The horizontal coordinates were scaled from a topographic map and have
 DU0275.an estimated accuracy of +/- 6 seconds.
 DU0275
 DU0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0275.The vertical order pertains to the NGVD 29 superseded value.
 DU0275
 DU0275.The geoid height was determined by GEOID03.
 DU0275
 DU0275;                    North         East    Units  Estimated Accuracy
 DU0275;SPC AZ E     -   252,870.      158,530.      MT  (+/- 180 meters Scaled)
 DU0275
 DU0275                          SUPERSEDED SURVEY CONTROL
 DU0275
 DU0275  NGVD 29 (??/??/92) 1351.136  (m)         4432.85   (f) ADJ UNCH    2 0
 DU0275
 DU0275.Superseded values are not recommended for survey control.
 DU0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0275.See file dsdata.txt to determine how the superseded data were derived.
 DU0275
 DU0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB227822(NAD 83)
 DU0275_MARKER: DB = BENCH MARK DISK
 DU0275_SETTING: 66 = SET IN ROCK OUTCROP
 DU0275_SP_SET: ROCK OUTCROP
 DU0275_STAMPING: 4432.865 U 17 1933
 DU0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0275+STABILITY: POSITION/ELEVATION WELL
 DU0275
 DU0275  HISTORY     - Date     Condition        Report By
 DU0275  HISTORY     - 1933     MONUMENTED       CGS
 DU0275  HISTORY     - 1963     MARK NOT FOUND   NGS
 DU0275
 DU0275                          STATION DESCRIPTION
 DU0275
 DU0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0275'6.0 MI SE FROM GLOBE.
 DU0275'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 70 FROM GLOBE, THENCE 7.2 MILES
 DU0275'SOUTH ALONG STATE HIGHWAY 77.  0.2 MILE SOUTHWEST OF RANGER RANCH, 35
 DU0275'FEET SOUTHEAST OF THE LARGEST ONE OF A GROUP OF OAK TREES ON THE EAST
 DU0275'SIDE OF THE HIGHWAY, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DU0275'HIGHWAY, IN THE TOP OF A GNEISS ROCK OUTCROP, AND 6 INCHES ABOVE THE
 DU0275'GROUND.
 DU0275
 DU0275                          STATION RECOVERY (1963)
 DU0275
 DU0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DU0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0041 ***********************************************************************
 CZ0041  DESIGNATION -  U 19
 CZ0041  PID         -  CZ0041
 CZ0041  STATE/COUNTY-  AZ/PIMA
 CZ0041  USGS QUAD   -  TUCSON (1992)
 CZ0041
 CZ0041                         *CURRENT SURVEY CONTROL
 CZ0041  ___________________________________________________________________
 CZ0041* NAD 83(1986)-  32 13 13.     (N)    110 58 31.     (W)     SCALED    
 CZ0041* NAVD 88     -       725.13   (+/-2cm)    2379.0    (feet)  VERTCON   
 CZ0041  ___________________________________________________________________
 CZ0041  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CZ0041  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0041
 CZ0041.The horizontal coordinates were scaled from a topographic map and have
 CZ0041.an estimated accuracy of +/- 6 seconds.
 CZ0041
 CZ0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0041.The vertical order pertains to the NGVD 29 superseded value.
 CZ0041
 CZ0041.The geoid height was determined by GEOID03.
 CZ0041
 CZ0041;                    North         East    Units  Estimated Accuracy
 CZ0041;SPC AZ C     -   135,680.      302,090.      MT  (+/- 180 meters Scaled)
 CZ0041
 CZ0041                          SUPERSEDED SURVEY CONTROL
 CZ0041
 CZ0041  NGVD 29 (??/??/92)  724.466  (m)         2376.85   (f) ADJ UNCH    1 2
 CZ0041
 CZ0041.Superseded values are not recommended for survey control.
 CZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0041.See file dsdata.txt to determine how the superseded data were derived.
 CZ0041
 CZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA023648(NAD 83)
 CZ0041_MARKER: DB = BENCH MARK DISK
 CZ0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0041_SP_SET: BANISTER
 CZ0041_STAMPING: U 19 1933
 CZ0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0041
 CZ0041  HISTORY     - Date     Condition        Report By
 CZ0041  HISTORY     - 1933     MONUMENTED       CGS
 CZ0041  HISTORY     - 1951     GOOD             NGS
 CZ0041  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0041
 CZ0041                          STATION DESCRIPTION
 CZ0041
 CZ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0041'IN TUCSON.
 CZ0041'AT TUCSON, AT THE COURT STREET ENTRANCE TO THE COURTHOUSE, IN TOP OF
 CZ0041'THE NORTH CONCRETE BANISTER OF THE STEPS, 21.6 FEET NORTH OF THE
 CZ0041'CENTER OF THE ENTRANCE, ABOUT 4 FEET HIGHER THAN THE GROUND, 1.3 FEET
 CZ0041'WEST OF THE WEST FACE OF THE BUILDING.  NOTE-- THE BANISTER IS BROKEN
 CZ0041'LOOSE FROM THE BUILDING AND THE STABILITY OF THE MARK IS DOUBTFUL.
 CZ0041
 CZ0041                          STATION RECOVERY (1990)
 CZ0041
 CZ0041'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1469 ***********************************************************************
 CZ1469  DESIGNATION -  U 19 RESET
 CZ1469  PID         -  CZ1469
 CZ1469  STATE/COUNTY-  AZ/PIMA
 CZ1469  USGS QUAD   -  TUCSON (1992)
 CZ1469
 CZ1469                         *CURRENT SURVEY CONTROL
 CZ1469  ___________________________________________________________________
 CZ1469* NAD 83(1986)-  32 13 24.     (N)    110 58 27.     (W)     SCALED    
 CZ1469* NAVD 88     -       723.856  (meters)    2374.85   (feet)  ADJUSTED  
 CZ1469  ___________________________________________________________________
 CZ1469  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ1469  DYNAMIC HT  -         722.864 (meters)    2371.60  (feet)  COMP
 CZ1469  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 CZ1469
 CZ1469  VERT ORDER  -  FIRST     CLASS II
 CZ1469
 CZ1469.The horizontal coordinates were scaled from a topographic map and have
 CZ1469.an estimated accuracy of +/- 6 seconds.
 CZ1469
 CZ1469.The orthometric height was determined by differential leveling
 CZ1469.and adjusted in July 2002.
 CZ1469
 CZ1469.The geoid height was determined by GEOID03.
 CZ1469
 CZ1469.The dynamic height is computed by dividing the NAVD 88
 CZ1469.geopotential number by the normal gravity value computed on the
 CZ1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1469.degrees latitude (g = 980.6199 gals.).
 CZ1469
 CZ1469.The modeled gravity was interpolated from observed gravity values.
 CZ1469
 CZ1469;                    North         East    Units  Estimated Accuracy
 CZ1469;SPC AZ C     -   136,020.      302,200.      MT  (+/- 180 meters Scaled)
 CZ1469
 CZ1469                          SUPERSEDED SURVEY CONTROL
 CZ1469
 CZ1469  NAVD 88 (06/15/91)  723.880  (m)         2374.93   (f) UNKNOWN     1 2
 CZ1469
 CZ1469.Superseded values are not recommended for survey control.
 CZ1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1469.See file dsdata.txt to determine how the superseded data were derived.
 CZ1469
 CZ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA024651(NAD 83)
 CZ1469_MARKER: DV = VERTICAL CONTROL DISK
 CZ1469_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CZ1469_SP_SET: FOOTING
 CZ1469_STAMPING: U 19 RESET 1977
 CZ1469_MARK LOGO: NGS   
 CZ1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1469+STABILITY: SURFACE MOTION
 CZ1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1469+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1469
 CZ1469  HISTORY     - Date     Condition        Report By
 CZ1469  HISTORY     - 1977     MONUMENTED       NGS
 CZ1469  HISTORY     - 1979     GOOD             NGS
 CZ1469  HISTORY     - 19950110 GOOD             USPSQD
 CZ1469  HISTORY     - 19950924 MARK NOT FOUND   USPSQD
 CZ1469  HISTORY     - 19990304 GOOD             NGS
 CZ1469  HISTORY     - 20020403 GOOD             USPSQD
 CZ1469  HISTORY     - 20060316 GOOD             USPSQD
 CZ1469  HISTORY     - 20070528 GOOD             GEOCAC
 CZ1469
 CZ1469                          STATION DESCRIPTION
 CZ1469
 CZ1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1469'IN TUCSON.
 CZ1469'IN TUCSON, NEAR THE NORTHEAST CORNER OF A PARK BETWEEN THE CITY HALL
 CZ1469'AND PIMA COUNTY COURT HOUSE, IN TOP OF THE NORTHEAST CORNER OF THE
 CZ1469'CONCRETE FOUNDATION FOR A PARK LIGHT POLE, 55.5 FEET SOUTH OF THE
 CZ1469'SOUTH CURB OF ALAMEDA STREET, 69.5 FEET SOUTHWEST OF THE NORTHWEST
 CZ1469'CORNER OF THE OLD COURT HOUSE, 6.5 FEET WEST OF THE EXTENDED EAST
 CZ1469'CURB OF COURT AVENUE AND 4.0 FEET EAST OF THE NORTHEAST CORNER OF A
 CZ1469'CONCRETE ELEVATOR SHAFT BUILDING.
 CZ1469'THE MARK IS 1 FT ABOVE ALAMEDA STREET.
 CZ1469
 CZ1469                          STATION RECOVERY (1995)
 CZ1469
 CZ1469'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1469'RECOVERED IN GOOD CONDITION.
 CZ1469
 CZ1469                          STATION RECOVERY (1995)
 CZ1469
 CZ1469'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1469'MARK NOT FOUND.
 CZ1469
 CZ1469                          STATION RECOVERY (1999)
 CZ1469
 CZ1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1469'IN TUCSON, AT THE INTERSECTION OF ALAMEDA STREET AND COURT AVENUE,
 CZ1469'NEAR THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A UTILITY LIGHT
 CZ1469'POLE, 25.3 M (83.0 FT) SOUTH OF THE STREET CENTERLINE, 2.8 M (9.2 FT)
 CZ1469'EAST OF THE EXTENDED AVENUE CENTERLINE, 1.3 M (4.3 FT) EAST OF THE
 CZ1469'NORTHEAST CORNER OF AN ELEVATOR BUILDING, AND 0.3 M (1.0 FT) ABOVE THE
 CZ1469'LEVEL OF THE STREET.  NOTE--THE MONUMENT IS ON CITY STREET
 CZ1469'RIGHT-OF-WAY.
 CZ1469
 CZ1469                          STATION RECOVERY (2002)
 CZ1469
 CZ1469'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1469'RECOVERED IN GOOD CONDITION.
 CZ1469
 CZ1469                          STATION RECOVERY (2006)
 CZ1469
 CZ1469'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1469'RECOVERED AS DESCRIBED.
 CZ1469
 CZ1469                          STATION RECOVERY (2007)
 CZ1469
 CZ1469'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0072 ***********************************************************************
 FR0072  DESIGNATION -  U 2
 FR0072  PID         -  FR0072
 FR0072  STATE/COUNTY-  AZ/COCONINO
 FR0072  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0072
 FR0072                         *CURRENT SURVEY CONTROL
 FR0072  ___________________________________________________________________
 FR0072* NAD 83(1986)-  35 14 28.     (N)    112 19 13.     (W)     SCALED    
 FR0072* NAVD 88     -      1923.545  (meters)    6310.83   (feet)  POSTED    
 FR0072  ___________________________________________________________________
 FR0072  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 FR0072  DYNAMIC HT  -        1920.870 (meters)    6302.05  (feet)  COMP
 FR0072  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 FR0072
 FR0072  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FR0072
 FR0072.The horizontal coordinates were scaled from a topographic map and have
 FR0072.an estimated accuracy of +/- 6 seconds.
 FR0072
 FR0072.The orthometric height was determined by differential leveling
 FR0072.and adjusted by the  in 1992.
 FR0072.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FR0072.rate of 2.1 thru 3.0 mm/km.
 FR0072
 FR0072.The geoid height was determined by GEOID03.
 FR0072
 FR0072.The dynamic height is computed by dividing the NAVD 88
 FR0072.geopotential number by the normal gravity value computed on the
 FR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0072.degrees latitude (g = 980.6199 gals.).
 FR0072
 FR0072.The modeled gravity was interpolated from observed gravity values.
 FR0072
 FR0072;                    North         East    Units  Estimated Accuracy
 FR0072;SPC AZ C     -   470,400.      176,630.      MT  (+/- 180 meters Scaled)
 FR0072
 FR0072                          SUPERSEDED SURVEY CONTROL
 FR0072
 FR0072  NGVD 29 (??/??/92) 1922.587  (m)         6307.69   (f) ADJ UNCH    1 2
 FR0072
 FR0072.Superseded values are not recommended for survey control.
 FR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0072.See file dsdata.txt to determine how the superseded data were derived.
 FR0072
 FR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE798005(NAD 83)
 FR0072_MARKER: B = BOLT
 FR0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0072_SP_SET: ABUTMENT
 FR0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0072
 FR0072  HISTORY     - Date     Condition        Report By
 FR0072  HISTORY     - UNK      MONUMENTED       CGS
 FR0072  HISTORY     - 1934     GOOD             NGS
 FR0072  HISTORY     - 1976     MARK NOT FOUND   USGS
 FR0072
 FR0072                          STATION DESCRIPTION
 FR0072
 FR0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FR0072'1.6 MI W FROM MCLELLAN.
 FR0072'1.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0072'THE STATION AT MCLELLAN, COCONINO COUNTY, 104 YARDS EAST OF MILEPOST
 FR0072'388, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE D 388,
 FR0072'1.2 FEET FROM THE FACE, 1.5 FEET FROM THE END OF THE COPING, AND 10
 FR0072'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A COPPER BOLT.
 FR0072
 FR0072                          STATION RECOVERY (1976)
 FR0072
 FR0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FR0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0271 ***********************************************************************
 ES0271  DESIGNATION -  U 20
 ES0271  PID         -  ES0271
 ES0271  STATE/COUNTY-  AZ/GILA
 ES0271  USGS QUAD   -  GISELA (1972)
 ES0271
 ES0271                         *CURRENT SURVEY CONTROL
 ES0271  ___________________________________________________________________
 ES0271* NAD 83(1986)-  34 05 17.     (N)    111 21 04.     (W)     SCALED    
 ES0271* NAVD 88     -       931.590  (meters)    3056.39   (feet)  ADJUSTED  
 ES0271  ___________________________________________________________________
 ES0271  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 ES0271  DYNAMIC HT  -         930.387 (meters)    3052.44  (feet)  COMP
 ES0271  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 ES0271
 ES0271  VERT ORDER  -  FIRST     CLASS II
 ES0271
 ES0271.The horizontal coordinates were scaled from a topographic map and have
 ES0271.an estimated accuracy of +/- 6 seconds.
 ES0271
 ES0271.The orthometric height was determined by differential leveling
 ES0271.and adjusted in June 1991.
 ES0271
 ES0271.The geoid height was determined by GEOID03.
 ES0271
 ES0271.The dynamic height is computed by dividing the NAVD 88
 ES0271.geopotential number by the normal gravity value computed on the
 ES0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0271.degrees latitude (g = 980.6199 gals.).
 ES0271
 ES0271.The modeled gravity was interpolated from observed gravity values.
 ES0271
 ES0271;                    North         East    Units  Estimated Accuracy
 ES0271;SPC AZ E     -   343,050.      104,060.      MT  (+/- 180 meters Scaled)
 ES0271
 ES0271                          SUPERSEDED SURVEY CONTROL
 ES0271
 ES0271  NGVD 29 (??/??/92)  930.956  (m)         3054.31   (f) ADJ UNCH    1 2
 ES0271
 ES0271.Superseded values are not recommended for survey control.
 ES0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0271.See file dsdata.txt to determine how the superseded data were derived.
 ES0271
 ES0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC676719(NAD 83)
 ES0271_MARKER: DB = BENCH MARK DISK
 ES0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0271_STAMPING: 3054.311 U 20 1933
 ES0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0271+STABILITY: SURFACE MOTION
 ES0271
 ES0271  HISTORY     - Date     Condition        Report By
 ES0271  HISTORY     - 1933     MONUMENTED       CGS
 ES0271  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0271
 ES0271                          STATION DESCRIPTION
 ES0271
 ES0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ES0271'11.7 MI S FROM PAYSON.
 ES0271'11.7 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0271'OFFICE AT PAYSON, GILA COUNTY, 2.0 MILES SOUTH OF THE GENERAL STORE AT
 ES0271'RYE, 30 YARDS WEST OF THE CENTER OF THE TRIANGULAR JUNCTION OF A ROAD
 ES0271'LEADING TO GISELA, 32 YARDS SOUTHWEST OF A PROMINENT MESQUITE TREE
 ES0271'WITH A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER
 ES0271'IN THE ROOT, AND 50 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. A
 ES0271'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 ES0271'ABOVE GROUND.
 ES0271
 ES0271                          STATION RECOVERY (1982)
 ES0271
 ES0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0271'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0445 ***********************************************************************
 DU0445  DESIGNATION -  U 21
 DU0445  PID         -  DU0445
 DU0445  STATE/COUNTY-  AZ/MARICOPA
 DU0445  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0445
 DU0445                         *CURRENT SURVEY CONTROL
 DU0445  ___________________________________________________________________
 DU0445* NAD 83(1986)-  33 31 48.     (N)    111 27 15.     (W)     SCALED    
 DU0445* NAVD 88     -       613.54   (+/-2cm)    2012.9    (feet)  VERTCON   
 DU0445  ___________________________________________________________________
 DU0445  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DU0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0445
 DU0445.The horizontal coordinates were scaled from a topographic map and have
 DU0445.an estimated accuracy of +/- 6 seconds.
 DU0445
 DU0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0445.The vertical order pertains to the NGVD 29 superseded value.
 DU0445
 DU0445.The geoid height was determined by GEOID03.
 DU0445
 DU0445;                    North         East    Units  Estimated Accuracy
 DU0445;SPC AZ C     -   280,620.      256,320.      MT  (+/- 180 meters Scaled)
 DU0445
 DU0445                          SUPERSEDED SURVEY CONTROL
 DU0445
 DU0445  NGVD 29 (??/??/92)  612.933  (m)         2010.93   (f) ADJ UNCH    2 0
 DU0445
 DU0445.Superseded values are not recommended for survey control.
 DU0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0445.See file dsdata.txt to determine how the superseded data were derived.
 DU0445
 DU0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC578101(NAD 83)
 DU0445_MARKER: DB = BENCH MARK DISK
 DU0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0445_SP_SET: FOUNDATION
 DU0445_STAMPING: 2010.944 U 21 1933
 DU0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0445
 DU0445  HISTORY     - Date     Condition        Report By
 DU0445  HISTORY     - 1933     MONUMENTED       CGS
 DU0445  HISTORY     - 1948     MARK NOT FOUND   NGS
 DU0445  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 DU0445
 DU0445                          STATION DESCRIPTION
 DU0445
 DU0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0445'6.0 MI SW FROM TORTILLA FLAT.
 DU0445'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0445'TORTILLA FLAT, MARICOPA COUNTY, 0.5 MILE SOUTH OF WHIRLPOOL ROCKS, 36
 DU0445'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 DU0445'NORTH CONCRETE-FOUNDATION BLOCK FORMERLY USED BY A POWERLINE.  A
 DU0445'STANDARD DISK, STAMPED 2010.944 U 21 1933.
 DU0445
 DU0445                          STATION RECOVERY (2003)
 DU0445
 DU0445'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0445'MARK NOT FOUND. SIGN REMOVED FROM POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0803 ***********************************************************************
 DU0803  DESIGNATION -  U 22
 DU0803  PID         -  DU0803
 DU0803  STATE/COUNTY-  AZ/MARICOPA
 DU0803  USGS QUAD   -  GUADALUPE (1982)
 DU0803
 DU0803                         *CURRENT SURVEY CONTROL
 DU0803  ___________________________________________________________________
 DU0803* NAD 83(1986)-  33 18 05.     (N)    111 57 42.     (W)     SCALED    
 DU0803* NAVD 88     -       356.00   (+/-2cm)    1168.0    (feet)  VERTCON   
 DU0803  ___________________________________________________________________
 DU0803  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DU0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0803
 DU0803.The horizontal coordinates were scaled from a topographic map and have
 DU0803.an estimated accuracy of +/- 6 seconds.
 DU0803
 DU0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0803.The vertical order pertains to the NGVD 29 superseded value.
 DU0803
 DU0803.The geoid height was determined by GEOID03.
 DU0803
 DU0803;                    North         East    Units  Estimated Accuracy
 DU0803;SPC AZ C     -   255,180.      209,170.      MT  (+/- 180 meters Scaled)
 DU0803
 DU0803                          SUPERSEDED SURVEY CONTROL
 DU0803
 DU0803  NGVD 29 (??/??/92)  355.44   (m)         1166.1    (f) COMPUTED    2 0
 DU0803
 DU0803.Superseded values are not recommended for survey control.
 DU0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0803.See file dsdata.txt to determine how the superseded data were derived.
 DU0803
 DU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB104851(NAD 83)
 DU0803_MARKER: DB = BENCH MARK DISK
 DU0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0803_STAMPING: U 22 1923
 DU0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0803+STABILITY: SURFACE MOTION
 DU0803
 DU0803  HISTORY     - Date     Condition        Report By
 DU0803  HISTORY     - 1923     MONUMENTED       CGS
 DU0803  HISTORY     - 1948     MARK NOT FOUND   NGS
 DU0803  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 DU0803
 DU0803                          STATION DESCRIPTION
 DU0803
 DU0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0803'9.0 MI S FROM TEMPE.
 DU0803'9.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0803'STATION AT TEMPE, MARICOPA COUNTY, AT HANSEN JUNCTION, 8 FEET NORTH OF
 DU0803'MILEPOST 923, OPPOSITE A SECTION HOUSE, 100 FEET NORTH OF THE NORTH
 DU0803'SWITCH BLOCK, AND 35 FEET WEST OF THE CENTERLINE OF THE TRACK, AND SET
 DU0803'IN THE TOP OF A CONCRETE POST.
 DU0803
 DU0803                          STATION RECOVERY (2006)
 DU0803
 DU0803'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0246 ***********************************************************************
 DV0246  DESIGNATION -  U 23
 DV0246  PID         -  DV0246
 DV0246  STATE/COUNTY-  AZ/MARICOPA
 DV0246  USGS QUAD   -  EL MIRAGE (1982)
 DV0246
 DV0246                         *CURRENT SURVEY CONTROL
 DV0246  ___________________________________________________________________
 DV0246* NAD 83(1986)-  33 36 20.     (N)    112 17 55.     (W)     SCALED    
 DV0246* NAVD 88     -       351.83   (+/-2cm)    1154.3    (feet)  VERTCON   
 DV0246  ___________________________________________________________________
 DV0246  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0246
 DV0246.The horizontal coordinates were scaled from a topographic map and have
 DV0246.an estimated accuracy of +/- 6 seconds.
 DV0246
 DV0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0246.The vertical order pertains to the NGVD 29 superseded value.
 DV0246
 DV0246.The geoid height was determined by GEOID03.
 DV0246
 DV0246;                    North         East    Units  Estimated Accuracy
 DV0246;SPC AZ C     -   288,970.      177,920.      MT  (+/- 180 meters Scaled)
 DV0246
 DV0246                          SUPERSEDED SURVEY CONTROL
 DV0246
 DV0246  NGVD 29 (??/??/92)  351.267  (m)         1152.45   (f) ADJ UNCH    2 0
 DV0246
 DV0246.Superseded values are not recommended for survey control.
 DV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0246.See file dsdata.txt to determine how the superseded data were derived.
 DV0246
 DV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC795191(NAD 83)
 DV0246_MARKER: DB = BENCH MARK DISK
 DV0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0246_SP_SET: ABUTMENT
 DV0246_STAMPING: U 23 1933
 DV0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0246+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DV0246
 DV0246  HISTORY     - Date     Condition        Report By
 DV0246  HISTORY     - 1933     MONUMENTED       CGS
 DV0246  HISTORY     - 1956     MARK NOT FOUND   USGS
 DV0246  HISTORY     - 20040314 GOOD             INDIV
 DV0246  HISTORY     - 20061004 GOOD             GEOCAC
 DV0246
 DV0246                          STATION DESCRIPTION
 DV0246
 DV0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0246'4.1 MI NW FROM PEORIA.
 DV0246'ON A. T. AND S. F. RIGHT OF WAY, 0.9 MILES WEST OF MARINETTE, 0.3
 DV0246'MILES OF AQUA FRIA RIVER, 0.2 MILES WEST OF MILEPOST 176, ON TOP OF
 DV0246'SOUTHERLY CONCRETE ABUTMENT OF INVERTED IRRIGATION DITCH SIPHON, NEAR
 DV0246'T-JUNCTION OF SIDE ROAD WITH HIGHWAY.
 DV0246
 DV0246                          STATION RECOVERY (1956)
 DV0246
 DV0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV0246'MARK NOT FOUND.
 DV0246
 DV0246                          STATION RECOVERY (2004)
 DV0246
 DV0246'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 DV0246'LOCATED ON THE SOUTHEAST CORNER OF 111TH AVE AND US 60 (GRAND AVE), ON
 DV0246'THE EAST SIDE OF 111TH AVE, NORTH OF US 60, MOUNTED ON A CONCRETE
 DV0246'ABUTMENT SOUTH OF THE A.T. AND S.F. RAILROAD TRACKS. MARK IS IN GOOD
 DV0246'CONDITION.
 DV0246
 DV0246                          STATION RECOVERY (2006)
 DV0246
 DV0246'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0433 ***********************************************************************
 ET0433  DESIGNATION -  U 24
 ET0433  PID         -  ET0433
 ET0433  STATE/COUNTY-  AZ/YAVAPAI
 ET0433  USGS QUAD   -  FLORES (1969)
 ET0433
 ET0433                         *CURRENT SURVEY CONTROL
 ET0433  ___________________________________________________________________
 ET0433* NAD 83(1986)-  34 00 06.     (N)    112 51 46.     (W)     SCALED    
 ET0433* NAVD 88     -       737.59   (+/-2cm)    2419.9    (feet)  VERTCON   
 ET0433  ___________________________________________________________________
 ET0433  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 ET0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0433
 ET0433.The horizontal coordinates were scaled from a topographic map and have
 ET0433.an estimated accuracy of +/- 6 seconds.
 ET0433
 ET0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0433.The vertical order pertains to the NGVD 29 superseded value.
 ET0433
 ET0433.The geoid height was determined by GEOID03.
 ET0433
 ET0433;                    North         East    Units  Estimated Accuracy
 ET0433;SPC AZ C     -   333,240.      125,960.      MT  (+/- 180 meters Scaled)
 ET0433
 ET0433                          SUPERSEDED SURVEY CONTROL
 ET0433
 ET0433  NGVD 29 (??/??/92)  736.903  (m)         2417.66   (f) ADJ UNCH    2 0
 ET0433
 ET0433.Superseded values are not recommended for survey control.
 ET0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0433.See file dsdata.txt to determine how the superseded data were derived.
 ET0433
 ET0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC279639(NAD 83)
 ET0433_MARKER: DB = BENCH MARK DISK
 ET0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0433+STABILITY: SURFACE MOTION
 ET0433
 ET0433  HISTORY     - Date     Condition        Report By
 ET0433  HISTORY     - UNK      MONUMENTED       CGS
 ET0433  HISTORY     - 1933     GOOD             NGS
 ET0433
 ET0433                          STATION DESCRIPTION
 ET0433
 ET0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0433'3.7 MI W FROM MATHIE.
 ET0433'CONCRETE POST, ON A.T. AND S.F. RIGHT OF WAY, 2.3 MILES EAST OF DIVIDE
 ET0433'SIDING, 980 FEET EAST OF MILEPOST 4, 30 FEET SOUTH OF RAILROAD
 ET0433'CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0385 ***********************************************************************
 ET0385  DESIGNATION -  U 25
 ET0385  PID         -  ET0385
 ET0385  STATE/COUNTY-  AZ/YAVAPAI
 ET0385  USGS QUAD   -  FLORES (1969)
 ET0385
 ET0385                         *CURRENT SURVEY CONTROL
 ET0385  ___________________________________________________________________
 ET0385* NAD 83(1986)-  34 06 58.     (N)    112 50 14.     (W)     SCALED    
 ET0385* NAVD 88     -       873.292  (meters)    2865.13   (feet)  POSTED    
 ET0385  ___________________________________________________________________
 ET0385  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 ET0385  DYNAMIC HT  -         872.200 (meters)    2861.54  (feet)  COMP
 ET0385  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 ET0385
 ET0385  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0385
 ET0385.The horizontal coordinates were scaled from a topographic map and have
 ET0385.an estimated accuracy of +/- 6 seconds.
 ET0385
 ET0385.The orthometric height was determined by differential leveling
 ET0385.and adjusted in November 2005.
 ET0385.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0385.rate of 2.1 thru 3.0 mm/km.
 ET0385
 ET0385.The geoid height was determined by GEOID03.
 ET0385
 ET0385.The dynamic height is computed by dividing the NAVD 88
 ET0385.geopotential number by the normal gravity value computed on the
 ET0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0385.degrees latitude (g = 980.6199 gals.).
 ET0385
 ET0385.The modeled gravity was interpolated from observed gravity values.
 ET0385
 ET0385;                    North         East    Units  Estimated Accuracy
 ET0385;SPC AZ C     -   345,920.      128,440.      MT  (+/- 180 meters Scaled)
 ET0385
 ET0385                          SUPERSEDED SURVEY CONTROL
 ET0385
 ET0385  NGVD 29 (??/??/92)  872.650  (m)         2863.02   (f) ADJ UNCH    2 0
 ET0385
 ET0385.Superseded values are not recommended for survey control.
 ET0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0385.See file dsdata.txt to determine how the superseded data were derived.
 ET0385
 ET0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC305765(NAD 83)
 ET0385_MARKER: DB = BENCH MARK DISK
 ET0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0385_SP_SET: CULVERT
 ET0385_STAMPING: U 25 1933
 ET0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0385+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0385
 ET0385  HISTORY     - Date     Condition        Report By
 ET0385  HISTORY     - 1933     MONUMENTED       CGS
 ET0385  HISTORY     - 20080526 GOOD             GEOCAC
 ET0385
 ET0385                          STATION DESCRIPTION
 ET0385
 ET0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0385'3.0 MI S FROM CONGRESS JUNCTION.
 ET0385'ON A.T. AND S.F. RIGHT OF WAY, 0.35 MILES SOUTH OF MILEPOST 126, ON
 ET0385'TOP OF EASTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO. B-127.
 ET0385
 ET0385                          STATION RECOVERY (2008)
 ET0385
 ET0385'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0385'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0385'06.971' W112 50.241'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0389 ***********************************************************************
 FS0389  DESIGNATION -  U 253
 FS0389  PID         -  FS0389
 FS0389  STATE/COUNTY-  AZ/MOHAVE
 FS0389  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0389
 FS0389                         *CURRENT SURVEY CONTROL
 FS0389  ___________________________________________________________________
 FS0389* NAD 83(1986)-  35 56 45.     (N)    114 29 23.     (W)     SCALED    
 FS0389* NAVD 88     -       500.169  (meters)    1640.97   (feet)  POSTED    
 FS0389  ___________________________________________________________________
 FS0389  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FS0389  DYNAMIC HT  -         499.670 (meters)    1639.33  (feet)  COMP
 FS0389  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 FS0389
 FS0389  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0389
 FS0389.The horizontal coordinates were scaled from a topographic map and have
 FS0389.an estimated accuracy of +/- 6 seconds.
 FS0389
 FS0389.The orthometric height was determined by differential leveling
 FS0389.and adjusted by the  in 1992.
 FS0389.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0389.rate of 0.0 thru 1.0 mm/km.
 FS0389
 FS0389.The geoid height was determined by GEOID03.
 FS0389
 FS0389.The dynamic height is computed by dividing the NAVD 88
 FS0389.geopotential number by the normal gravity value computed on the
 FS0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0389.degrees latitude (g = 980.6199 gals.).
 FS0389
 FS0389.The modeled gravity was interpolated from observed gravity values.
 FS0389
 FS0389;                    North         East    Units  Estimated Accuracy
 FS0389;SPC AZ W     -   548,770.      146,620.      MT  (+/- 180 meters Scaled)
 FS0389
 FS0389                          SUPERSEDED SURVEY CONTROL
 FS0389
 FS0389  NGVD 29 (??/??/92)  499.447  (m)         1638.60   (f) ADJ UNCH    1 1
 FS0389
 FS0389.Superseded values are not recommended for survey control.
 FS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0389.See file dsdata.txt to determine how the superseded data were derived.
 FS0389
 FS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV264808(NAD 83)
 FS0389_MARKER: DB = BENCH MARK DISK
 FS0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0389_STAMPING: U 253 1940
 FS0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0389+STABILITY: SURFACE MOTION
 FS0389
 FS0389  HISTORY     - Date     Condition        Report By
 FS0389  HISTORY     - 1940     MONUMENTED       CGS
 FS0389  HISTORY     - 1950     GOOD             NGS
 FS0389  HISTORY     - 1963     GOOD             NGS
 FS0389
 FS0389                          STATION DESCRIPTION
 FS0389
 FS0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0389'9.4 MI S FROM MOUTH OF DETRITAL WASH.
 FS0389'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0389'MEAD, THENCE 2.5 MILES SOUTH ALONG AN OLD ABANDONED ROAD, 0.7
 FS0389'MILE SOUTHEAST OF BENCH MARK V119, IN THE APPROXIMATE CENTER
 FS0389'OF A WASH, 214 FEET SOUTHWEST OF THE SOUTH SIDE OF A LARGE WHITE
 FS0389'CLAY MOUND AT THE NORTHEAST END OF A RED HILL, AT THE EAST EDGE
 FS0389'OF A GROUP OF HILLS, ABOUT 10 FEET HIGHER THAN THE BED OF THE
 FS0389'WASH, 3.6 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 FS0389'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.  NOTE-- NO TRACES
 FS0389'OF THE ABANDONED ROAD ARE NOW VISIBLE ALONG THE CROSSING OF
 FS0389'DETRITAL WASH.
 FS0389
 FS0389                          STATION RECOVERY (1963)
 FS0389
 FS0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0480 ***********************************************************************
 FS0480  DESIGNATION -  U 254
 FS0480  PID         -  FS0480
 FS0480  STATE/COUNTY-  AZ/MOHAVE
 FS0480  USGS QUAD   -  MT TIPTON NW (1980)
 FS0480
 FS0480                         *CURRENT SURVEY CONTROL
 FS0480  ___________________________________________________________________
 FS0480* NAD 83(1986)-  35 41 30.     (N)    114 10 43.     (W)     SCALED    
 FS0480* NAVD 88     -       983.174  (meters)    3225.63   (feet)  POSTED    
 FS0480  ___________________________________________________________________
 FS0480  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FS0480  DYNAMIC HT  -         982.070 (meters)    3222.01  (feet)  COMP
 FS0480  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 FS0480
 FS0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0480
 FS0480.The horizontal coordinates were scaled from a topographic map and have
 FS0480.an estimated accuracy of +/- 6 seconds.
 FS0480
 FS0480.The orthometric height was determined by differential leveling
 FS0480.and adjusted by the  in 1992.
 FS0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0480.rate of 0.0 thru 1.0 mm/km.
 FS0480
 FS0480.The geoid height was determined by GEOID03.
 FS0480
 FS0480.The dynamic height is computed by dividing the NAVD 88
 FS0480.geopotential number by the normal gravity value computed on the
 FS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0480.degrees latitude (g = 980.6199 gals.).
 FS0480
 FS0480.The modeled gravity was interpolated from observed gravity values.
 FS0480
 FS0480;                    North         East    Units  Estimated Accuracy
 FS0480;SPC AZ W     -   520,410.      174,570.      MT  (+/- 180 meters Scaled)
 FS0480
 FS0480                          SUPERSEDED SURVEY CONTROL
 FS0480
 FS0480  NGVD 29 (??/??/92)  982.412  (m)         3223.13   (f) ADJ UNCH    1 1
 FS0480
 FS0480.Superseded values are not recommended for survey control.
 FS0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0480.See file dsdata.txt to determine how the superseded data were derived.
 FS0480
 FS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV553534(NAD 83)
 FS0480_MARKER: DB = BENCH MARK DISK
 FS0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0480_STAMPING: U 254 1941
 FS0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0480+STABILITY: SURFACE MOTION
 FS0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0480+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FS0480
 FS0480  HISTORY     - Date     Condition        Report By
 FS0480  HISTORY     - 1941     MONUMENTED       CGS
 FS0480  HISTORY     - 1950     GOOD             NGS
 FS0480  HISTORY     - 20051019 GOOD             NGS
 FS0480
 FS0480                          STATION DESCRIPTION
 FS0480
 FS0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0480'26.4 MI N FROM GRASSHOPPER JUNCTION.
 FS0480'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0480'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 15.4 MILES
 FS0480'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.7 MILE
 FS0480'SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING TO THE CYCLOPIC
 FS0480'AND FRY MINES, 74 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 FS0480'4.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 FS0480'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0480'THE GROUND.
 FS0480
 FS0480                          STATION RECOVERY (2005)
 FS0480
 FS0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0480'PIERCE FERRY ROAD (=MOHAVE COUNTY 25) IS NOW A PAVED TWO-LANE ROAD.
 FS0480'MARK IS AT MILEPOST 15.2 (MILES NE OF ROUTE US 93).  MARK IS 1.2 M SW
 FS0480'OF CONCRETE WITNESS POST AND 0.6 M NW OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0558 ***********************************************************************
 ET0558  DESIGNATION -  U 255
 ET0558  PID         -  ET0558
 ET0558  STATE/COUNTY-  AZ/YAVAPAI
 ET0558  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0558
 ET0558                         *CURRENT SURVEY CONTROL
 ET0558  ___________________________________________________________________
 ET0558* NAD 83(1986)-  34 54 07.     (N)    112 33 28.     (W)     SCALED    
 ET0558* NAVD 88     -      1350.569  (meters)    4430.99   (feet)  POSTED    
 ET0558  ___________________________________________________________________
 ET0558  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 ET0558  DYNAMIC HT  -        1348.810 (meters)    4425.22  (feet)  COMP
 ET0558  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 ET0558
 ET0558  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0558
 ET0558.The horizontal coordinates were scaled from a topographic map and have
 ET0558.an estimated accuracy of +/- 6 seconds.
 ET0558
 ET0558.The orthometric height was determined by differential leveling
 ET0558.and adjusted in November 2005.
 ET0558.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0558.rate of 0.0 thru 1.0 mm/km.
 ET0558
 ET0558.The geoid height was determined by GEOID03.
 ET0558
 ET0558.The dynamic height is computed by dividing the NAVD 88
 ET0558.geopotential number by the normal gravity value computed on the
 ET0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0558.degrees latitude (g = 980.6199 gals.).
 ET0558
 ET0558.The modeled gravity was interpolated from observed gravity values.
 ET0558
 ET0558;                    North         East    Units  Estimated Accuracy
 ET0558;SPC AZ C     -   432,890.      154,770.      MT  (+/- 180 meters Scaled)
 ET0558
 ET0558                          SUPERSEDED SURVEY CONTROL
 ET0558
 ET0558  NGVD 29 (??/??/92) 1349.790  (m)         4428.44   (f) ADJ UNCH    2 0
 ET0558
 ET0558.Superseded values are not recommended for survey control.
 ET0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0558.See file dsdata.txt to determine how the superseded data were derived.
 ET0558
 ET0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD576632(NAD 83)
 ET0558_MARKER: DB = BENCH MARK DISK
 ET0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0558_STAMPING: U 255 1941
 ET0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0558+STABILITY: SURFACE MOTION
 ET0558
 ET0558  HISTORY     - Date     Condition        Report By
 ET0558  HISTORY     - 1941     MONUMENTED       CGS
 ET0558  HISTORY     - 1974     GOOD             USGS
 ET0558
 ET0558                          STATION DESCRIPTION
 ET0558
 ET0558'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0558'5.7 MI NW FROM PAULDEN.
 ET0558'0.5 MI N ALONG U.S HWY 89 FROM POST OFFICE AT PAULDEN, THENCE 0.7 MI
 ET0558'WEST ALONG COUNTY ROAD TO ROAD FORK, THENCE 3.5 MI WEST ALONG ROAD
 ET0558'PARALLEL TO THE A.T. AND S.F. RY TO CATTLE GUARD.  THENCE 1.0 MI
 ET0558'NORTHWEST ALONG MAIN ROAD TO ROAD FORK.  47 FEET WEST OF CENTERLINE OF
 ET0558'THE ROAD FORK AND 53 FEET SOUTH AND NORMAL OF THE CENTER LINE OF THE
 ET0558'ROAD, AND ABOUT 2.5 FEET HIGHER THAN THE ROAD JUNCTION.  A STANDARD
 ET0558'USC AND GS DISK STAMPED U 255 1941 AND SET IN THE TOP OF A CONCRETE
 ET0558'POST PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0563 ***********************************************************************
 ET0563  DESIGNATION -  U 256
 ET0563  PID         -  ET0563
 ET0563  STATE/COUNTY-  AZ/YAVAPAI
 ET0563  USGS QUAD   -  INDIAN PEAK (1986)
 ET0563
 ET0563                         *CURRENT SURVEY CONTROL
 ET0563  ___________________________________________________________________
 ET0563* NAD 83(1986)-  34 55 45.     (N)    112 48 55.     (W)     SCALED    
 ET0563* NAVD 88     -      1545.80   (+/-2cm)    5071.5    (feet)  VERTCON   
 ET0563  ___________________________________________________________________
 ET0563  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0563
 ET0563.The horizontal coordinates were scaled from a topographic map and have
 ET0563.an estimated accuracy of +/- 6 seconds.
 ET0563
 ET0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0563.The vertical order pertains to the NGVD 29 superseded value.
 ET0563
 ET0563.The geoid height was determined by GEOID03.
 ET0563
 ET0563;                    North         East    Units  Estimated Accuracy
 ET0563;SPC AZ C     -   436,090.      131,260.      MT  (+/- 180 meters Scaled)
 ET0563
 ET0563                          SUPERSEDED SURVEY CONTROL
 ET0563
 ET0563  NGVD 29 (??/??/92) 1544.862  (m)         5068.43   (f) ADJ UNCH    2 0
 ET0563
 ET0563.Superseded values are not recommended for survey control.
 ET0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0563.See file dsdata.txt to determine how the superseded data were derived.
 ET0563
 ET0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD342666(NAD 83)
 ET0563_MARKER: DB = BENCH MARK DISK
 ET0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0563_SP_SET: ABUTMENT
 ET0563_STAMPING: U 256 1941
 ET0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0563+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2008
 ET0563
 ET0563  HISTORY     - Date     Condition        Report By
 ET0563  HISTORY     - 1941     MONUMENTED       CGS
 ET0563  HISTORY     - 20080823 GOOD             GEOCAC
 ET0563
 ET0563                          STATION DESCRIPTION
 ET0563
 ET0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0563'2.0 MI E FROM WALNUIT CREEK RANGER STA.
 ET0563'1.8 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 ET0563'THENCE ABOUT 0.2 MILE SOUTH ALONG THE ROAD TO SIMMONS, AT A STEEL
 ET0563'GIRDER BRIDGE OVER WALNUT CREEK, IN THE NORTH CONCRETE ABUTMENT, 10
 ET0563'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH EAST OF THE
 ET0563'NORTH WOODEN GUARDRAIL POST, AND ABOUT LEVEL WITH THE ROAD.
 ET0563
 ET0563                          STATION RECOVERY (2008)
 ET0563
 ET0563'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 ET0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0501 ***********************************************************************
 DV0501  DESIGNATION -  U 258
 DV0501  PID         -  DV0501
 DV0501  STATE/COUNTY-  AZ/MARICOPA
 DV0501  USGS QUAD   -  TOLLESON (1982)
 DV0501
 DV0501                         *CURRENT SURVEY CONTROL
 DV0501  ___________________________________________________________________
 DV0501* NAD 83(1986)-  33 28 03.     (N)    112 21 29.     (W)     SCALED    
 DV0501* NAVD 88     -       303.59   (+/-2cm)     996.0    (feet)  VERTCON   
 DV0501  ___________________________________________________________________
 DV0501  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0501
 DV0501.The horizontal coordinates were scaled from a topographic map and have
 DV0501.an estimated accuracy of +/- 6 seconds.
 DV0501
 DV0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0501.The vertical order pertains to the NGVD 29 superseded value.
 DV0501
 DV0501.The geoid height was determined by GEOID03.
 DV0501
 DV0501;                    North         East    Units  Estimated Accuracy
 DV0501;SPC AZ C     -   273,680.      172,330.      MT  (+/- 180 meters Scaled)
 DV0501
 DV0501                          SUPERSEDED SURVEY CONTROL
 DV0501
 DV0501  NGVD 29 (??/??/92)  302.991  (m)          994.06   (f) ADJ UNCH    2 0
 DV0501
 DV0501.Superseded values are not recommended for survey control.
 DV0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0501.See file dsdata.txt to determine how the superseded data were derived.
 DV0501
 DV0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738039(NAD 83)
 DV0501_MARKER: DB = BENCH MARK DISK
 DV0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0501_STAMPING: U 258 1945
 DV0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0501+STABILITY: SURFACE MOTION
 DV0501
 DV0501  HISTORY     - Date     Condition        Report By
 DV0501  HISTORY     - 1945     MONUMENTED       CGS
 DV0501  HISTORY     - 1957     MARK NOT FOUND   NGS
 DV0501  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0501
 DV0501                          STATION DESCRIPTION
 DV0501
 DV0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DV0501'1.8 MI S FROM LITCHFIELD.
 DV0501'1.8 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT LITCHFIELD
 DV0501'PARK, MARICOPA COUNTY, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, IN
 DV0501'LINE WITH THE TREES ON THE EAST SIDE OF THE ROAD, 31 FEET WEST OF A
 DV0501'T-FENCE CORNER, AND 1.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST. AN
 DV0501'IRON BENCH MARK DISK, STAMPED U 258 1945 AND SET IN THE TOP OF A
 DV0501'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0501
 DV0501                          STATION RECOVERY (2007)
 DV0501
 DV0501'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0501'THE ROAD HAS BEEN WIDENED. THIRTY FEET EAST OF THE CENTERLINE IS NOW
 DV0501'IN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0459 ***********************************************************************
 CZ0459  DESIGNATION -  U 259
 CZ0459  PID         -  CZ0459
 CZ0459  STATE/COUNTY-  AZ/PINAL
 CZ0459  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0459
 CZ0459                         *CURRENT SURVEY CONTROL
 CZ0459  ___________________________________________________________________
 CZ0459* NAD 83(1986)-  32 57 47.     (N)    111 25 18.     (W)     SCALED    
 CZ0459* NAVD 88     -       471.96   (+/-2cm)    1548.4    (feet)  VERTCON   
 CZ0459  ___________________________________________________________________
 CZ0459  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CZ0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0459
 CZ0459.The horizontal coordinates were scaled from a topographic map and have
 CZ0459.an estimated accuracy of +/- 6 seconds.
 CZ0459
 CZ0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0459.The vertical order pertains to the NGVD 29 superseded value.
 CZ0459
 CZ0459.The geoid height was determined by GEOID03.
 CZ0459
 CZ0459;                    North         East    Units  Estimated Accuracy
 CZ0459;SPC AZ C     -   217,760.      259,630.      MT  (+/- 180 meters Scaled)
 CZ0459
 CZ0459                          SUPERSEDED SURVEY CONTROL
 CZ0459
 CZ0459  NGVD 29 (??/??/92)  471.474  (m)         1546.83   (f) ADJ UNCH    2 0
 CZ0459
 CZ0459.Superseded values are not recommended for survey control.
 CZ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0459.See file dsdata.txt to determine how the superseded data were derived.
 CZ0459
 CZ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB605472(NAD 83)
 CZ0459_MARKER: DB = BENCH MARK DISK
 CZ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0459_STAMPING: U 259 1945
 CZ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0459+STABILITY: SURFACE MOTION
 CZ0459
 CZ0459  HISTORY     - Date     Condition        Report By
 CZ0459  HISTORY     - 1945     MONUMENTED       CGS
 CZ0459  HISTORY     - 20071110 POOR             GEOCAC
 CZ0459
 CZ0459                          STATION DESCRIPTION
 CZ0459
 CZ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0459'1.2 MI N FROM COOLIDGE A A FIELD.
 CZ0459'1.2 MILES NORTH ALONG A COUNTY ROAD FROM THE MAIN GATE AT COOLIDGE
 CZ0459'ARMY AIR FIELD, 46 FEET WEST OF THE CENTERLINE OF THE ROAD, 9.6 FEET
 CZ0459'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE EAST-AND-WEST FENCE, AND
 CZ0459'1.4 FEET WEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED
 CZ0459'U 259 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CZ0459'ABOVE GROUND.
 CZ0459
 CZ0459                          STATION RECOVERY (2007)
 CZ0459
 CZ0459'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0459'THE MONUMENT HAS BEEN STRUCK BY HEAVY MACHINERY, AND IS LEANING
 CZ0459'SEVERELY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0360 ***********************************************************************
 ET0360  DESIGNATION -  U 26
 ET0360  PID         -  ET0360
 ET0360  STATE/COUNTY-  AZ/YAVAPAI
 ET0360  USGS QUAD   -  KIRKLAND (1969)
 ET0360
 ET0360                         *CURRENT SURVEY CONTROL
 ET0360  ___________________________________________________________________
 ET0360* NAD 83(1986)-  34 28 45.     (N)    112 41 18.     (W)     SCALED    
 ET0360* NAVD 88     -      1281.376  (meters)    4203.98   (feet)  POSTED    
 ET0360  ___________________________________________________________________
 ET0360  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 ET0360  DYNAMIC HT  -        1279.680 (meters)    4198.42  (feet)  COMP
 ET0360  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 ET0360
 ET0360  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0360
 ET0360.The horizontal coordinates were scaled from a topographic map and have
 ET0360.an estimated accuracy of +/- 6 seconds.
 ET0360
 ET0360.The orthometric height was determined by differential leveling
 ET0360.and adjusted in November 2005.
 ET0360.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0360.rate of 2.1 thru 3.0 mm/km.
 ET0360
 ET0360.The geoid height was determined by GEOID03.
 ET0360
 ET0360.The dynamic height is computed by dividing the NAVD 88
 ET0360.geopotential number by the normal gravity value computed on the
 ET0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0360.degrees latitude (g = 980.6199 gals.).
 ET0360
 ET0360.The modeled gravity was interpolated from observed gravity values.
 ET0360
 ET0360;                    North         East    Units  Estimated Accuracy
 ET0360;SPC AZ C     -   386,070.      142,480.      MT  (+/- 180 meters Scaled)
 ET0360
 ET0360                          SUPERSEDED SURVEY CONTROL
 ET0360
 ET0360  NGVD 29 (??/??/92) 1280.573  (m)         4201.35   (f) ADJ UNCH    1 2
 ET0360
 ET0360.Superseded values are not recommended for survey control.
 ET0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0360.See file dsdata.txt to determine how the superseded data were derived.
 ET0360
 ET0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD449165(NAD 83)
 ET0360_MARKER: DB = BENCH MARK DISK
 ET0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0360_STAMPING: U 26 1933
 ET0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0360+STABILITY: SURFACE MOTION
 ET0360
 ET0360  HISTORY     - Date     Condition        Report By
 ET0360  HISTORY     - 1933     MONUMENTED       CGS
 ET0360  HISTORY     - 1950     GOOD             NGS
 ET0360
 ET0360                          STATION DESCRIPTION
 ET0360
 ET0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0360'1.4 MI S FROM SKULL VALLEY.
 ET0360'1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0360'THE STATION AT SKULL VALLEY, 168 FEET NORTHWEST OF AND ACROSS THE
 ET0360'TRACK FROM MILEPOLE 82, 75 FEET EAST OF THE NORTH END OF A STEEL GATE
 ET0360'ACROSS A DRIVEWAY TO A RANCHHOUSE, 46.4 FEET WEST OF THE WEST RAIL, 45
 ET0360'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.9 FEET SOUTH OF A
 ET0360'WITNESS POST, 1.6 FEET EAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE
 ET0360'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 ET0360'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0049 ***********************************************************************
 CZ0049  DESIGNATION -  U 260
 CZ0049  PID         -  CZ0049
 CZ0049  STATE/COUNTY-  AZ/PIMA
 CZ0049  USGS QUAD   -  TUCSON (1992)
 CZ0049
 CZ0049                         *CURRENT SURVEY CONTROL
 CZ0049  ___________________________________________________________________
 CZ0049* NAD 83(1986)-  32 11 31.     (N)    110 55 02.     (W)     SCALED    
 CZ0049* NAVD 88     -       770.55   (+/-2cm)    2528.0    (feet)  VERTCON   
 CZ0049  ___________________________________________________________________
 CZ0049  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CZ0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0049
 CZ0049.The horizontal coordinates were scaled from a topographic map and have
 CZ0049.an estimated accuracy of +/- 6 seconds.
 CZ0049
 CZ0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0049.The vertical order pertains to the NGVD 29 superseded value.
 CZ0049
 CZ0049.The geoid height was determined by GEOID03.
 CZ0049
 CZ0049;                    North         East    Units  Estimated Accuracy
 CZ0049;SPC AZ C     -   132,590.      307,600.      MT  (+/- 180 meters Scaled)
 CZ0049
 CZ0049                          SUPERSEDED SURVEY CONTROL
 CZ0049
 CZ0049  NGVD 29 (??/??/92)  769.91   (m)         2525.9    (f) COMPUTED    2 0
 CZ0049
 CZ0049.Superseded values are not recommended for survey control.
 CZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0049.See file dsdata.txt to determine how the superseded data were derived.
 CZ0049
 CZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA078617(NAD 83)
 CZ0049_MARKER: DB = BENCH MARK DISK
 CZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0049_STAMPING: U 260 1945
 CZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0049+STABILITY: SURFACE MOTION
 CZ0049
 CZ0049  HISTORY     - Date     Condition        Report By
 CZ0049  HISTORY     - 1945     MONUMENTED       CGS
 CZ0049  HISTORY     - 1951     MARK NOT FOUND   NGS
 CZ0049  HISTORY     - 20060910 MARK NOT FOUND   INDIV
 CZ0049
 CZ0049                          STATION DESCRIPTION
 CZ0049
 CZ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0049'0.7 MI NW FROM DAVIS-MONTHAN A F BASE.
 CZ0049'3.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0049'STATION AT TUCSON, PIMA COUNTY, 0.7 MILE NORTHWEST ALONG A COUNTY ROAD
 CZ0049'FROM THE MAIN GATE OF DAVIS-MONTHAN AFB, AT THE Y-JUNCTION OF A ROAD
 CZ0049'LEADING EAST, 52 FEET NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD,
 CZ0049'43 FEET SOUTH OF THE CENTERLINE OF THE SIDE ROAD, AND 1.5 FEET WEST OF
 CZ0049'A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED U 260 1945 AND
 CZ0049'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 CZ0049
 CZ0049                          STATION RECOVERY (2006)
 CZ0049
 CZ0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ0049'MARKER NOT FOUND.  SITE DESCRIPTION NO LONGER VALID.  THE AREA HAS
 CZ0049'CHANGED DRASTICALLY SINCE THE MARKER WAS EMPLACED WITH MAJOR ROAD
 CZ0049'CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0582 ***********************************************************************
 FS0582  DESIGNATION -  U 262
 FS0582  PID         -  FS0582
 FS0582  STATE/COUNTY-  AZ/MOHAVE
 FS0582  USGS QUAD   -  KINGMAN (1980)
 FS0582
 FS0582                         *CURRENT SURVEY CONTROL
 FS0582  ___________________________________________________________________
 FS0582* NAD 83(1986)-  35 13 17.     (N)    114 00 44.     (W)     SCALED    
 FS0582* NAVD 88     -      1047.294  (meters)    3436.00   (feet)  ADJUSTED  
 FS0582  ___________________________________________________________________
 FS0582  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0582  DYNAMIC HT  -        1046.053 (meters)    3431.93  (feet)  COMP
 FS0582  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 FS0582
 FS0582  VERT ORDER  -  FIRST     CLASS II
 FS0582
 FS0582.The horizontal coordinates were scaled from a topographic map and have
 FS0582.an estimated accuracy of +/- 6 seconds.
 FS0582
 FS0582.The orthometric height was determined by differential leveling
 FS0582.and adjusted in June 1991.
 FS0582
 FS0582.The geoid height was determined by GEOID03.
 FS0582
 FS0582.The dynamic height is computed by dividing the NAVD 88
 FS0582.geopotential number by the normal gravity value computed on the
 FS0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0582.degrees latitude (g = 980.6199 gals.).
 FS0582
 FS0582.The modeled gravity was interpolated from observed gravity values.
 FS0582
 FS0582;                    North         East    Units  Estimated Accuracy
 FS0582;SPC AZ W     -   468,180.      189,490.      MT  (+/- 180 meters Scaled)
 FS0582
 FS0582                          SUPERSEDED SURVEY CONTROL
 FS0582
 FS0582  NGVD 29 (??/??/92) 1046.486  (m)         3433.35   (f) ADJ UNCH    1 2
 FS0582
 FS0582.Superseded values are not recommended for survey control.
 FS0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0582.See file dsdata.txt to determine how the superseded data were derived.
 FS0582
 FS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV719016(NAD 83)
 FS0582_MARKER: DB = BENCH MARK DISK
 FS0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0582_STAMPING: U 262 1945
 FS0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0582+STABILITY: SURFACE MOTION
 FS0582
 FS0582  HISTORY     - Date     Condition        Report By
 FS0582  HISTORY     - 1945     MONUMENTED       CGS
 FS0582  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0582  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0582
 FS0582                          STATION DESCRIPTION
 FS0582
 FS0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FS0582'AT PORT KINGMAN AIRPORT.
 FS0582'AT PORT KINGMAN AIRPORT (ABANDONED), MOHAVE COUNTY, 3 FEET
 FS0582'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HANGAR, AND 1.2 FEET
 FS0582'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 FS0582'U 262 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 FS0582'FOOT ABOVE GROUND.
 FS0582
 FS0582                          STATION RECOVERY (1966)
 FS0582
 FS0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0582'MARK NOT FOUND.
 FS0582
 FS0582                          STATION RECOVERY (1982)
 FS0582
 FS0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0582'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0738 ***********************************************************************
 DV0738  DESIGNATION -  U 263
 DV0738  PID         -  DV0738
 DV0738  STATE/COUNTY-  AZ/MARICOPA
 DV0738  USGS QUAD   -  WINTERSBURG (1984)
 DV0738
 DV0738                         *CURRENT SURVEY CONTROL
 DV0738  ___________________________________________________________________
 DV0738* NAD 83(1986)-  33 29 26.     (N)    112 47 21.     (W)     SCALED    
 DV0738* NAVD 88     -       348.283  (meters)    1142.66   (feet)  ADJUSTED  
 DV0738  ___________________________________________________________________
 DV0738  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DV0738  DYNAMIC HT  -         347.880 (meters)    1141.34  (feet)  COMP
 DV0738  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 DV0738
 DV0738  VERT ORDER  -  FIRST     CLASS II
 DV0738
 DV0738.The horizontal coordinates were scaled from a topographic map and have
 DV0738.an estimated accuracy of +/- 6 seconds.
 DV0738
 DV0738.The orthometric height was determined by differential leveling
 DV0738.and adjusted in June 1991.
 DV0738
 DV0738.The geoid height was determined by GEOID03.
 DV0738
 DV0738.The dynamic height is computed by dividing the NAVD 88
 DV0738.geopotential number by the normal gravity value computed on the
 DV0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0738.degrees latitude (g = 980.6199 gals.).
 DV0738
 DV0738.The modeled gravity was interpolated from observed gravity values.
 DV0738
 DV0738;                    North         East    Units  Estimated Accuracy
 DV0738;SPC AZ C     -   276,490.      132,280.      MT  (+/- 180 meters Scaled)
 DV0738
 DV0738                          SUPERSEDED SURVEY CONTROL
 DV0738
 DV0738  NGVD 29 (??/??/92)  347.637  (m)         1140.54   (f) ADJ UNCH    1 2
 DV0738
 DV0738.Superseded values are not recommended for survey control.
 DV0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0738.See file dsdata.txt to determine how the superseded data were derived.
 DV0738
 DV0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC337071(NAD 83)
 DV0738_MARKER: DB = BENCH MARK DISK
 DV0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0738_STAMPING: U 263 1947
 DV0738_PROJECTION: PROJECTING 15 CENTIMETERS
 DV0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0738+STABILITY: SURFACE MOTION
 DV0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0738+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0738
 DV0738  HISTORY     - Date     Condition        Report By
 DV0738  HISTORY     - 1947     MONUMENTED       CGS
 DV0738  HISTORY     - 1967     GOOD             NGS
 DV0738  HISTORY     - 1981     GOOD             NGS
 DV0738  HISTORY     - 20010406 GOOD             MCDOT
 DV0738  HISTORY     - 20080530 GOOD             GEOCAC
 DV0738
 DV0738                          STATION DESCRIPTION
 DV0738
 DV0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0738'8.7 MI E FROM TONOPAH.
 DV0738'8.7 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0738'TONOPAH, IN S 29, T 2 N, R 5 W, 0.3 MILE WEST OF A FARMHOUSE ON THE
 DV0738'SOUTH SIDE OF THE ROAD, 65 FEET SOUTHEAST OF THE CENTER OF THE
 DV0738'INTERSECTION OF INDIAN SCHOOL ROAD AND A DIRT ROAD, 38 FEET SOUTH OF
 DV0738'THE CENTER LINE OF INDIAN SCHOOL ROAD, 50 FEET EAST OF THE CENTER LINE
 DV0738'OF THE DIRT ROAD 2.7 FEET WEST OF A WOODEN WITNESS POST, ABOUT 2 FEET
 DV0738'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DV0738'PROJECTING 6 INCHES.
 DV0738
 DV0738                          STATION RECOVERY (1981)
 DV0738
 DV0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0738'14.0 KM (8.7 MI) EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0738'AT TONOPAH, THENCE 0.3 KM (0.2 MI) SOUTH ALONG A DIRT ROAD, AT THE
 DV0738'SOUTHEAST CORNER OF THE INTERSECTION OF THE OLD INDIAN SCHOOL ROAD,
 DV0738'0.8 KM (0.5 MI) EAST ALONG THE OLD INDIAN SCHOOL ROAD FROM BENCH
 DV0738'MARK T 263, 15.2 METERS (50 FT) EAST OF THE CENTERLINE OF THE DIRT
 DV0738'ROAD, 11.6 METERS (38 FT) SOUTH OF THE CENTERLINE OF THE OLD INDIAN
 DV0738'SCHOOL ROAD.
 DV0738'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 DV0738'THE MARK IS 0.6 M ABOVE OLD INDIAN SCHOOL ROAD.
 DV0738
 DV0738                          STATION RECOVERY (2001)
 DV0738
 DV0738'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0738'FROM INTERSECTION OF 355TH AVE + INDIAN SCHOOL RD. GO 1.5 MILES E
 DV0738'THENCE .2 MILE S OF INDIAN SCHOOL RD (ON DIRT RD.) TO BM U263
 DV0738'USCG BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST
 DV0738' 
 DV0738' 
 DV0738
 DV0738                          STATION RECOVERY (2008)
 DV0738
 DV0738'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0738'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0738'33 29 26.3 (N)   112 47 20.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0712 ***********************************************************************
 DV0712  DESIGNATION -  U 264
 DV0712  PID         -  DV0712
 DV0712  STATE/COUNTY-  AZ/MARICOPA
 DV0712  USGS QUAD   -  VALENCIA (1982)
 DV0712
 DV0712                         *CURRENT SURVEY CONTROL
 DV0712  ___________________________________________________________________
 DV0712* NAD 83(1986)-  33 24 24.     (N)    112 32 51.     (W)     SCALED    
 DV0712* NAVD 88     -       292.56   (+/-2cm)     959.8    (feet)  VERTCON   
 DV0712  ___________________________________________________________________
 DV0712  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV0712  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0712
 DV0712.The horizontal coordinates were scaled from a topographic map and have
 DV0712.an estimated accuracy of +/- 6 seconds.
 DV0712
 DV0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0712.The vertical order pertains to the NGVD 29 superseded value.
 DV0712
 DV0712.The geoid height was determined by GEOID03.
 DV0712
 DV0712;                    North         East    Units  Estimated Accuracy
 DV0712;SPC AZ C     -   267,030.      154,680.      MT  (+/- 180 meters Scaled)
 DV0712
 DV0712                          SUPERSEDED SURVEY CONTROL
 DV0712
 DV0712  NGVD 29 (??/??/92)  291.92   (m)          957.7    (f) COMPUTED    1 2
 DV0712
 DV0712.Superseded values are not recommended for survey control.
 DV0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0712.See file dsdata.txt to determine how the superseded data were derived.
 DV0712
 DV0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB560974(NAD 83)
 DV0712_MARKER: DB = BENCH MARK DISK
 DV0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0712_STAMPING: U 264 1947
 DV0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0712+STABILITY: SURFACE MOTION
 DV0712
 DV0712  HISTORY     - Date     Condition        Report By
 DV0712  HISTORY     - 1947     MONUMENTED       CGS
 DV0712  HISTORY     - 1967     GOOD             NGS
 DV0712  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0712
 DV0712                          STATION DESCRIPTION
 DV0712
 DV0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DV0712'3.7 MI NE FROM BUCKEYE.
 DV0712'0.5 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0712'BUCKEYE, THENCE 1.8 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.4
 DV0712'MILES EAST ALONG AN ASPHALT ROAD, AT THE MAIN ENTRANCE TO THE STEPHENS
 DV0712'AIRPORT, IN LINE WITH A ROW OF POWER POLES, ABOUT 240 FEET WEST OF THE
 DV0712'CENTER LINE OF THE MAIN ENTRANCE TO A SMALL CEMETERY, 132.0 FEET EAST
 DV0712'OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH TO THE AIRPORT, 25.5
 DV0712'FEET SOUTH OF THE CENTER LINE OF THE ASPHALT ROAD, 4.9 FEET WEST OF A
 DV0712'POWER POLE, 2.3 FEET NORTH OF A WIRE FENCE, 2.7 FEET EAST OF A WHITE
 DV0712'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 DV0712'CONCRETE POST PROJECTING 4 INCHES.
 DV0712
 DV0712                          STATION RECOVERY (1967)
 DV0712
 DV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0712'RECOVERED IN GOOD CONDITION.
 DV0712
 DV0712                          STATION RECOVERY (1981)
 DV0712
 DV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0712'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0088 ***********************************************************************
 DV0088  DESIGNATION -  U 265
 DV0088  PID         -  DV0088
 DV0088  STATE/COUNTY-  AZ/MARICOPA
 DV0088  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0088
 DV0088                         *CURRENT SURVEY CONTROL
 DV0088  ___________________________________________________________________
 DV0088* NAD 83(1986)-  33 41 07.     (N)    112 24 37.     (W)     SCALED    
 DV0088* NAVD 88     -       409.372  (meters)    1343.08   (feet)  ADJUSTED  
 DV0088  ___________________________________________________________________
 DV0088  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DV0088  DYNAMIC HT  -         408.895 (meters)    1341.52  (feet)  COMP
 DV0088  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 DV0088
 DV0088  VERT ORDER  -  FIRST     CLASS II
 DV0088
 DV0088.The horizontal coordinates were scaled from a topographic map and have
 DV0088.an estimated accuracy of +/- 6 seconds.
 DV0088
 DV0088.The orthometric height was determined by differential leveling
 DV0088.and adjusted in June 1991.
 DV0088
 DV0088.The geoid height was determined by GEOID03.
 DV0088
 DV0088.The dynamic height is computed by dividing the NAVD 88
 DV0088.geopotential number by the normal gravity value computed on the
 DV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0088.degrees latitude (g = 980.6199 gals.).
 DV0088
 DV0088.The modeled gravity was interpolated from observed gravity values.
 DV0088
 DV0088;                    North         East    Units  Estimated Accuracy
 DV0088;SPC AZ C     -   297,860.      167,600.      MT  (+/- 180 meters Scaled)
 DV0088
 DV0088                          SUPERSEDED SURVEY CONTROL
 DV0088
 DV0088  NGVD 29 (??/??/92)  408.807  (m)         1341.23   (f) ADJ UNCH    1 2
 DV0088
 DV0088.Superseded values are not recommended for survey control.
 DV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0088.See file dsdata.txt to determine how the superseded data were derived.
 DV0088
 DV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC692281(NAD 83)
 DV0088_MARKER: DB = BENCH MARK DISK
 DV0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0088_SP_SET: CULVERT
 DV0088_STAMPING: U 265 1948
 DV0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0088
 DV0088  HISTORY     - Date     Condition        Report By
 DV0088  HISTORY     - 1948     MONUMENTED       CGS
 DV0088  HISTORY     - 1967     GOOD             NGS
 DV0088  HISTORY     - 1981     GOOD             NGS
 DV0088  HISTORY     - 20070315 MARK NOT FOUND   GEOCAC
 DV0088  HISTORY     - 20090217 MARK NOT FOUND   SURPGS
 DV0088
 DV0088                          STATION DESCRIPTION
 DV0088
 DV0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0088'7.0 MI NW FROM EL MIRAGE.
 DV0088'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0088'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, IN SECTION 13, T 4 N, R
 DV0088'2 W, 0.1 MILE NORTHWEST OF ASHBYS STORE AND SERVICE STATION, 44 FEET
 DV0088'WEST OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAYS 60, 70 AND 89,
 DV0088'STATE HIGHWAY 93 AND CANAL ROAD, 21 1/2 FEET SOUTHWEST OF THE CENTER
 DV0088'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 DV0088'SOUTHWEST CONCRETE HEAD WALL OF A CULVERT UNDER THE HIGHWAYS AND IN
 DV0088'THE BEARDSLEY CANAL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DV0088'NOTE-- THE HEAD WALL HAS BEEN HIT.  IT IS CRACKED AND BROKEN NEAR THE
 DV0088'DISK BUT IT APPEARS TO BE SOLID.
 DV0088
 DV0088                          STATION RECOVERY (1981)
 DV0088
 DV0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0088'RECOVERED IN GOOD CONDITION.
 DV0088
 DV0088                          STATION RECOVERY (2007)
 DV0088
 DV0088'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0088'A NEW SOLID CONCRETE RAILING HAS BEEN INSTALLED ON THE BRIDGE,
 DV0088'APPARENTLY COVERING OR REPLACING THE OLD ONE. ASSUMED DESTROYED.
 DV0088
 DV0088                          STATION RECOVERY (2009)
 DV0088
 DV0088'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0088'DESCRIPTION OF MARK FALLS WITHIN A NEWLY CONSTRUCTED SECTION OF GRAND
 DV0088'AVE., AND IS ASSUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0061 ***********************************************************************
 DV0061  DESIGNATION -  U 266
 DV0061  PID         -  DV0061
 DV0061  STATE/COUNTY-  AZ/MARICOPA
 DV0061  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0061
 DV0061                         *CURRENT SURVEY CONTROL
 DV0061  ___________________________________________________________________
 DV0061* NAD 83(1986)-  33 40 01.     (N)    112 13 14.     (W)     SCALED    
 DV0061* NAVD 88     -       384.25   (+/-2cm)    1260.7    (feet)  VERTCON   
 DV0061  ___________________________________________________________________
 DV0061  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0061  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0061
 DV0061.The horizontal coordinates were scaled from a topographic map and have
 DV0061.an estimated accuracy of +/- 6 seconds.
 DV0061
 DV0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0061.The vertical order pertains to the NGVD 29 superseded value.
 DV0061
 DV0061.The geoid height was determined by GEOID03.
 DV0061
 DV0061;                    North         East    Units  Estimated Accuracy
 DV0061;SPC AZ C     -   295,760.      185,180.      MT  (+/- 180 meters Scaled)
 DV0061
 DV0061                          SUPERSEDED SURVEY CONTROL
 DV0061
 DV0061  NGVD 29 (??/??/92)  383.679  (m)         1258.79   (f) ADJ UNCH    1 2
 DV0061
 DV0061.Superseded values are not recommended for survey control.
 DV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0061.See file dsdata.txt to determine how the superseded data were derived.
 DV0061
 DV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC868258(NAD 83)
 DV0061_MARKER: DB = BENCH MARK DISK
 DV0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0061_STAMPING: U 266 1948
 DV0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0061+STABILITY: SURFACE MOTION
 DV0061
 DV0061  HISTORY     - Date     Condition        Report By
 DV0061  HISTORY     - 1948     MONUMENTED       CGS
 DV0061  HISTORY     - 1967     GOOD             NGS
 DV0061  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0061
 DV0061                          STATION DESCRIPTION
 DV0061
 DV0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0061'8.5 MI NE FROM SUN CITY.
 DV0061'ABOUT 4.5 MILES NORTH ALONG 107TH AVENUE FROM THE KINGS INN AT SUN
 DV0061'CITY, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 DV0061'EAST CROSS-COUNTRY THROUGH A CITRUS GROVE, THENCE 0.25 MILE EAST
 DV0061'ACROSS BOTTOM LAND OF THE NEW RIVER, THENCE 0.5 MILE EAST ALONG A
 DV0061'GRADED DIRT ROAD, IN SECTION 26, T 4 N, R 1 E, 70 FEET SOUTHWEST OF
 DV0061'THE CENTER OF THE INTERSECTION OF THE DIRT ROAD AND 75TH AVENUE, 30
 DV0061'FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 66 FEET WEST OF THE
 DV0061'CENTER LINE OF 75TH AVENUE, 16 FEET WEST OF AN 18-INCH WILLOW TREE
 DV0061'WHICH IS THE MOST EASTERLY OF A LONG ROW OF TREES, 5.4 FEET SOUTH OF A
 DV0061'4- X 4-INCH WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET
 DV0061'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 DV0061
 DV0061                          STATION RECOVERY (1981)
 DV0061
 DV0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0061'BELIEVED DESTROYED BY PLANTING OF A NEW ORCHARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1079 ***********************************************************************
 DU1079  DESIGNATION -  U 268
 DU1079  PID         -  DU1079
 DU1079  STATE/COUNTY-  AZ/MARICOPA
 DU1079  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1079
 DU1079                         *CURRENT SURVEY CONTROL
 DU1079  ___________________________________________________________________
 DU1079* NAD 83(1986)-  33 30 14.     (N)    111 47 52.     (W)     SCALED    
 DU1079* NAVD 88     -       394.708  (meters)    1294.97   (feet)  READJUSTED
 DU1079  ___________________________________________________________________
 DU1079  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU1079  DYNAMIC HT  -         394.240 (meters)    1293.44  (feet)  COMP
 DU1079  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 DU1079
 DU1079  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1079
 DU1079.The horizontal coordinates were scaled from a topographic map and have
 DU1079.an estimated accuracy of +/- 6 seconds.
 DU1079
 DU1079.The orthometric height was determined by differential leveling
 DU1079.and adjusted in April 1999.
 DU1079.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1079.distribution rate of 0.0 thru 1.0 mm/km.
 DU1079.The height was derived from older observations constrained to new
 DU1079.heights in a crustal motion area.  The height is approximate in
 DU1079.relation to other heights in its vicinity.
 DU1079
 DU1079.The geoid height was determined by GEOID03.
 DU1079
 DU1079.The dynamic height is computed by dividing the NAVD 88
 DU1079.geopotential number by the normal gravity value computed on the
 DU1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1079.degrees latitude (g = 980.6199 gals.).
 DU1079
 DU1079.The modeled gravity was interpolated from observed gravity values.
 DU1079
 DU1079;                    North         East    Units  Estimated Accuracy
 DU1079;SPC AZ C     -   277,640.      224,410.      MT  (+/- 180 meters Scaled)
 DU1079
 DU1079                          SUPERSEDED SURVEY CONTROL
 DU1079
 DU1079  NAVD 88 (06/15/91)  394.724  (m)         1295.02   (f) UNKNOWN     1 2
 DU1079  NGVD 29 (??/??/92)  394.165  (m)         1293.19   (f) ADJ UNCH    1 2
 DU1079
 DU1079.Superseded values are not recommended for survey control.
 DU1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1079.See file dsdata.txt to determine how the superseded data were derived.
 DU1079
 DU1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC259074(NAD 83)
 DU1079_MARKER: DB = BENCH MARK DISK
 DU1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1079_STAMPING: U 268 1948
 DU1079_PROJECTION: PROJECTING 10 CENTIMETERS
 DU1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1079+STABILITY: SURFACE MOTION
 DU1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1079+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1079
 DU1079  HISTORY     - Date     Condition        Report By
 DU1079  HISTORY     - 1948     MONUMENTED       CGS
 DU1079  HISTORY     - 1967     GOOD             NGS
 DU1079  HISTORY     - 1981     GOOD             NGS
 DU1079  HISTORY     - 19980321 GOOD             USPSQD
 DU1079  HISTORY     - 20080419 GOOD             GEOCAC
 DU1079
 DU1079                          STATION DESCRIPTION
 DU1079
 DU1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1079'11.4 MI NE FROM SCOTTSDALE.
 DU1079'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1079'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 8.3
 DU1079'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1079'ARIZONA CANAL, IN SECTION 24, T 2 N, R 5 E, 0.15 MILE EAST OF 3 ROWS
 DU1079'OF PYLONS WHICH CROSS THE ROAD AND CANAL, 58 FEET SOUTH OF THE CENTER
 DU1079'LINE OF THE DIRT ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 8
 DU1079'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DU1079'POST WHICH PROJECTS 2 INCHES.
 DU1079
 DU1079                          STATION RECOVERY (1981)
 DU1079
 DU1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1079'11.9 KILOMETERS (7.4 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1079'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, 0.25 KILOMETER (0.15 MILE)
 DU1079'EAST OF THE CROSSING OF THREE ROWS OF HIGH TENSION POWER LINES, 17.7
 DU1079'METERS (58.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE SOUTH CANAL ROAD
 DU1079'AND 32.0 METERS (105.0 FEET) NORTHWEST OF THE CENTERLINE OF A TRACK
 DU1079'ROAD PARALLELING THE CANAL.
 DU1079'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 DU1079'THE MARK IS 1.2 M BELOW CANAL ROAD.
 DU1079
 DU1079                          STATION RECOVERY (1998)
 DU1079
 DU1079'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1079'RECOVERED IN GOOD CONDITION.
 DU1079
 DU1079                          STATION RECOVERY (2008)
 DU1079
 DU1079'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1079'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1079'30.254' W111 47.872'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0449 ***********************************************************************
 DU0449  DESIGNATION -  U 269
 DU0449  PID         -  DU0449
 DU0449  STATE/COUNTY-  AZ/MARICOPA
 DU0449  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0449
 DU0449                         *CURRENT SURVEY CONTROL
 DU0449  ___________________________________________________________________
 DU0449* NAD 83(1986)-  33 30 01.     (N)    111 27 36.     (W)     SCALED    
 DU0449* NAVD 88     -       651.71   (+/-2cm)    2138.2    (feet)  VERTCON   
 DU0449  ___________________________________________________________________
 DU0449  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DU0449  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0449
 DU0449.The horizontal coordinates were scaled from a topographic map and have
 DU0449.an estimated accuracy of +/- 6 seconds.
 DU0449
 DU0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0449.The vertical order pertains to the NGVD 29 superseded value.
 DU0449
 DU0449.The geoid height was determined by GEOID03.
 DU0449
 DU0449;                    North         East    Units  Estimated Accuracy
 DU0449;SPC AZ C     -   277,330.      255,790.      MT  (+/- 180 meters Scaled)
 DU0449
 DU0449                          SUPERSEDED SURVEY CONTROL
 DU0449
 DU0449  NGVD 29 (??/??/92)  651.087  (m)         2136.11   (f) ADJ UNCH    1 2
 DU0449
 DU0449.Superseded values are not recommended for survey control.
 DU0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0449.See file dsdata.txt to determine how the superseded data were derived.
 DU0449
 DU0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC572068(NAD 83)
 DU0449_MARKER: DB = BENCH MARK DISK
 DU0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0449_SP_SET: ABUTMENT
 DU0449_STAMPING: U 269 1948
 DU0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0449
 DU0449  HISTORY     - Date     Condition        Report By
 DU0449  HISTORY     - 1948     MONUMENTED       CGS
 DU0449  HISTORY     - 1980     GOOD             NGS
 DU0449  HISTORY     - 20070512 GOOD             GEOCAC
 DU0449  HISTORY     - 20081022 GOOD             GEOCAC
 DU0449
 DU0449                          STATION DESCRIPTION
 DU0449
 DU0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0449'8.2 MI NE FROM APACHE JUNCTION.
 DU0449'ABOUT 8.2 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0449'JUNCTION, ABOUT 0.6 MILE NORTHEAST OF GOVERMENT WELL, BETWEEN TWO
 DU0449'HILLS, AT A DEEP WASH, 20.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DU0449'HIGHWAY, SET ON TOP AND AT THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 DU0449'ABUTMENT OF A BRIDGE OVER THE WASH, 0.7 FOOT NORTHWEST OF THE
 DU0449'SOUTHEAST END OF THE ABUTMENT AND 5 FEET BELOW THE LEVEL OF THE
 DU0449'HIGHWAY.
 DU0449
 DU0449                          STATION RECOVERY (1980)
 DU0449
 DU0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0449'RECOVERED IN GOOD CONDITION.
 DU0449
 DU0449                          STATION RECOVERY (2007)
 DU0449
 DU0449'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0449'RECOVERED IN GOOD CONDITION.
 DU0449
 DU0449                          STATION RECOVERY (2008)
 DU0449
 DU0449'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0449'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU0449'OF N 33 30.031' W 111 27.607'.  HIGHWAY 88 HAS BEEN REROUTED SINCE
 DU0449'THE MARK WAS MONUMENTED AND THE DESCRIPTION REFERS TO FEATURES
 DU0449'ALONG THE OLD ROADBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0014 ***********************************************************************
 ET0014  DESIGNATION -  U 27
 ET0014  PID         -  ET0014
 ET0014  STATE/COUNTY-  AZ/YAVAPAI
 ET0014  USGS QUAD   -  PAULDEN (1979)
 ET0014
 ET0014                         *CURRENT SURVEY CONTROL
 ET0014  ___________________________________________________________________
 ET0014* NAD 83(1986)-  34 53 50.     (N)    112 27 34.     (W)     SCALED    
 ET0014* NAVD 88     -      1348.81   (+/-2cm)    4425.2    (feet)  VERTCON   
 ET0014  ___________________________________________________________________
 ET0014  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 ET0014  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0014
 ET0014.The horizontal coordinates were scaled from a topographic map and have
 ET0014.an estimated accuracy of +/- 6 seconds.
 ET0014
 ET0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0014.The vertical order pertains to the NGVD 29 superseded value.
 ET0014
 ET0014.The geoid height was determined by GEOID03.
 ET0014
 ET0014;                    North         East    Units  Estimated Accuracy
 ET0014;SPC AZ C     -   432,310.      163,750.      MT  (+/- 180 meters Scaled)
 ET0014
 ET0014                          SUPERSEDED SURVEY CONTROL
 ET0014
 ET0014  NGVD 29 (??/??/92) 1348.004  (m)         4422.58   (f) ADJ UNCH    1 2
 ET0014
 ET0014.Superseded values are not recommended for survey control.
 ET0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0014.See file dsdata.txt to determine how the superseded data were derived.
 ET0014
 ET0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD666626(NAD 83)
 ET0014_MARKER: DB = BENCH MARK DISK
 ET0014_SETTING: 66 = SET IN ROCK OUTCROP
 ET0014_SP_SET: MALPAIS ROCK
 ET0014_STAMPING: 4422.576 U 27 1933
 ET0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0014+STABILITY: POSITION/ELEVATION WELL
 ET0014
 ET0014  HISTORY     - Date     Condition        Report By
 ET0014  HISTORY     - 1933     MONUMENTED       CGS
 ET0014  HISTORY     - 20030606 MARK NOT FOUND   NGS
 ET0014
 ET0014                          STATION DESCRIPTION
 ET0014
 ET0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0014'8.9 MI S FROM CEDAR GLADE.
 ET0014'ON A. T. AND S. F. RIGHT OF WAY, 0.6 MILES SOUTH OF ABRA SIDING, 600
 ET0014'FEET SOUTH OF SWITCH BLOCK, 120 FEET SOUTH OF MILEPOST 30, SOUTH END
 ET0014'OF ROCK CUT, 45 FEET EAST OF RAILROAD CENTER-LINE, ON LEDGE OF MALPAIS
 ET0014'ROCK PAINTED WHITE B.M.
 ET0014
 ET0014                          STATION RECOVERY (2003)
 ET0014
 ET0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0014'RAILROAD ALLIGNMENT HAS BEEN ABANDONED.  A SEARCH FOR THE MARK
 ET0014'REVEALED NOTHING, BUT IT COULD BE HIDING UNDER THICK BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0397 ***********************************************************************
 DU0397  DESIGNATION -  U 270
 DU0397  PID         -  DU0397
 DU0397  STATE/COUNTY-  AZ/MARICOPA
 DU0397  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0397
 DU0397                         *CURRENT SURVEY CONTROL
 DU0397  ___________________________________________________________________
 DU0397* NAD 83(1986)-  33 40 05.     (N)    111 10 00.     (W)     SCALED    
 DU0397* NAVD 88     -       626.447  (meters)    2055.27   (feet)  ADJUSTED  
 DU0397  ___________________________________________________________________
 DU0397  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DU0397  DYNAMIC HT  -         625.652 (meters)    2052.66  (feet)  COMP
 DU0397  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 DU0397
 DU0397  VERT ORDER  -  FIRST     CLASS II
 DU0397
 DU0397.The horizontal coordinates were scaled from a topographic map and have
 DU0397.an estimated accuracy of +/- 6 seconds.
 DU0397
 DU0397.The orthometric height was determined by differential leveling
 DU0397.and adjusted in June 1991.
 DU0397
 DU0397.The geoid height was determined by GEOID03.
 DU0397
 DU0397.The dynamic height is computed by dividing the NAVD 88
 DU0397.geopotential number by the normal gravity value computed on the
 DU0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0397.degrees latitude (g = 980.6199 gals.).
 DU0397
 DU0397.The modeled gravity was interpolated from observed gravity values.
 DU0397
 DU0397;                    North         East    Units  Estimated Accuracy
 DU0397;SPC AZ C     -   296,090.      282,910.      MT  (+/- 180 meters Scaled)
 DU0397
 DU0397                          SUPERSEDED SURVEY CONTROL
 DU0397
 DU0397  NGVD 29 (??/??/92)  625.852  (m)         2053.32   (f) ADJ UNCH    1 2
 DU0397
 DU0397.Superseded values are not recommended for survey control.
 DU0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0397.See file dsdata.txt to determine how the superseded data were derived.
 DU0397
 DU0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC845253(NAD 83)
 DU0397_MARKER: DB = BENCH MARK DISK
 DU0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0397_SP_SET: RETAINING WALL
 DU0397_STAMPING: U 270 1948
 DU0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0397
 DU0397  HISTORY     - Date     Condition        Report By
 DU0397  HISTORY     - 1948     MONUMENTED       CGS
 DU0397  HISTORY     - 1980     GOOD             NGS
 DU0397  HISTORY     - 20071122 MARK NOT FOUND   GEOCAC
 DU0397
 DU0397                          STATION DESCRIPTION
 DU0397
 DU0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0397'3.2 MI SW FROM ROOSEVELT.
 DU0397'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 0.3 MILES
 DU0397'NORTHWEST OF MILE POST 241, 33.9 FEET NORTH OF THE CENTER LINE OF THE
 DU0397'HIGHWAY, 24.2 FEET NORTHWEST OF THE CENTER LINE OF ROAD LEADING TO THE
 DU0397'BASE OF THE DAM, 6.3 FEET NORTH OF THE NORTHEAST LEG OF A STEEL
 DU0397'TRANSMISSION TOWER, 1.9 FEET EAST OF THE WEST END OF RETAINING WALL,
 DU0397'SET AT Y INTERSECTION OF HIGHWAY AND ROAD LEADING EAST TO BASE OF DAM,
 DU0397'IN THE WEST END OF A CONCRETE RETAINING WALL OF ROAD, ABOUT 2.1 FEET
 DU0397'ABOVE THE LEVEL OF THE HIGHWAY.
 DU0397
 DU0397                          STATION RECOVERY (1980)
 DU0397
 DU0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0397'1.3 KM (0.85 MI) SOUTHWEST ALONG STATE HIGHWAY 88 FROM TE SOUTHWEST
 DU0397'END OF THE THEODORE ROOSEVELT DAM IN ROOSEVLET, 0.5 KM (0.3 MI)
 DU0397'SOUTHWEST OF HIGHWAY MILEPOST 241, IN TOP OF THE SOUTHWEST END
 DU0397'OF A RETAINING WALL FOR A ROAD LEADING NORTHEAST TO THE BASE OF THE
 DU0397'DAM, 10.4 METERS (34.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU0397'0.6 METER (1.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE WALL.
 DU0397'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU0397
 DU0397                          STATION RECOVERY (2007)
 DU0397
 DU0397'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0397'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0397'MARK.
 DU0397'ALL THREE OF THE RETAINING WALLS IN THE GENERAL AREA WERE CHECKED WITH
 DU0397'NO RESULTS.
 DU0397'THE RETAINING WALL MOST CLOSELY MATCHING THE DESCRIBED LOCATION IS
 DU0397'MUCH NEWER THAN WOULD BE EXPECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0495 ***********************************************************************
 DV0495  DESIGNATION -  U 271
 DV0495  PID         -  DV0495
 DV0495  STATE/COUNTY-  AZ/MARICOPA
 DV0495  USGS QUAD   -  FOWLER (1982)
 DV0495
 DV0495                         *CURRENT SURVEY CONTROL
 DV0495  ___________________________________________________________________
 DV0495* NAD 83(1986)-  33 26 38.     (N)    112 11 12.     (W)     SCALED    
 DV0495* NAVD 88     -       319.11   (+/-2cm)    1046.9    (feet)  VERTCON   
 DV0495  ___________________________________________________________________
 DV0495  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0495
 DV0495.The horizontal coordinates were scaled from a topographic map and have
 DV0495.an estimated accuracy of +/- 6 seconds.
 DV0495
 DV0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0495.The vertical order pertains to the NGVD 29 superseded value.
 DV0495
 DV0495.The geoid height was determined by GEOID03.
 DV0495
 DV0495;                    North         East    Units  Estimated Accuracy
 DV0495;SPC AZ C     -   271,010.      188,260.      MT  (+/- 180 meters Scaled)
 DV0495
 DV0495                          SUPERSEDED SURVEY CONTROL
 DV0495
 DV0495  NGVD 29 (??/??/92)  318.481  (m)         1044.88   (f) ADJ UNCH    2 0
 DV0495
 DV0495.Superseded values are not recommended for survey control.
 DV0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0495.See file dsdata.txt to determine how the superseded data were derived.
 DV0495
 DV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC897011(NAD 83)
 DV0495_MARKER: DD = SURVEY DISK
 DV0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0495_SP_SET: HEADGATE
 DV0495_STAMPING: U 271
 DV0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0495
 DV0495  HISTORY     - Date     Condition        Report By
 DV0495  HISTORY     - UNK      MONUMENTED       USGS
 DV0495  HISTORY     - 1948     GOOD             NGS
 DV0495  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0495
 DV0495                          STATION DESCRIPTION
 DV0495
 DV0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0495'6.2 MI W FROM PHOENIX.
 DV0495'6.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0495'STATION AT PHOENIX, 35.6 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 DV0495'TRACK, 25.0 FEET WEST OF THE CENTER LINE OF LATERAL 18, SET IN THE
 DV0495'NORTH END OF THE WEST CONCRETE HEADWALL OF HEADGATE, 1.5 FEET BELOW
 DV0495'THE LEVEL OF THE ROAD.
 DV0495
 DV0495                          STATION RECOVERY (1962)
 DV0495
 DV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0419 ***********************************************************************
 DV0419  DESIGNATION -  U 272
 DV0419  PID         -  DV0419
 DV0419  STATE/COUNTY-  AZ/MARICOPA
 DV0419  USGS QUAD   -  LONE BUTTE (1973)
 DV0419
 DV0419                         *CURRENT SURVEY CONTROL
 DV0419  ___________________________________________________________________
 DV0419* NAD 83(1986)-  33 21 13.     (N)    112 04 31.     (W)     SCALED    
 DV0419* NAVD 88     -       414.25   (+/-2cm)    1359.1    (feet)  VERTCON   
 DV0419  ___________________________________________________________________
 DV0419  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0419
 DV0419.The horizontal coordinates were scaled from a topographic map and have
 DV0419.an estimated accuracy of +/- 6 seconds.
 DV0419
 DV0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0419.The vertical order pertains to the NGVD 29 superseded value.
 DV0419
 DV0419.The geoid height was determined by GEOID03.
 DV0419
 DV0419;                    North         East    Units  Estimated Accuracy
 DV0419;SPC AZ C     -   260,980.      198,600.      MT  (+/- 180 meters Scaled)
 DV0419
 DV0419                          SUPERSEDED SURVEY CONTROL
 DV0419
 DV0419  NGVD 29 (??/??/92)  413.597  (m)         1356.94   (f) ADJ UNCH    2 0
 DV0419
 DV0419.Superseded values are not recommended for survey control.
 DV0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0419.See file dsdata.txt to determine how the superseded data were derived.
 DV0419
 DV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB999910(NAD 83)
 DV0419_MARKER: DB = BENCH MARK DISK
 DV0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0419_STAMPING: U 272 1948
 DV0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0419+STABILITY: SURFACE MOTION
 DV0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0419+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2008
 DV0419
 DV0419  HISTORY     - Date     Condition        Report By
 DV0419  HISTORY     - 1948     MONUMENTED       CGS
 DV0419  HISTORY     - 1959     GOOD             NGS
 DV0419  HISTORY     - 20070515 GOOD             GEOCAC
 DV0419  HISTORY     - 20081210 GOOD             GEOCAC
 DV0419
 DV0419                          STATION DESCRIPTION
 DV0419
 DV0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0419'6.7 MI S FROM PHOENIX.
 DV0419'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0419'PHOENIX THENCE 0.9 MILE SOUTHWEST ALONG THE MAIN ROAD THROUGH SOUTH
 DV0419'MT. PARK, 400 FEET NORTHWEST OF THE SOUTH MT.  TRADING POST, 93.6 FEET
 DV0419'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND
 DV0419'2.5 FEET EAST OF THE WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 DV0419'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0419
 DV0419                          STATION RECOVERY (1959)
 DV0419
 DV0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0419'RECOVERED IN GOOD CONDITION.
 DV0419
 DV0419                          STATION RECOVERY (2007)
 DV0419
 DV0419'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0419'RECOVERED IN GOOD CONDITION.
 DV0419
 DV0419                          STATION RECOVERY (2008)
 DV0419
 DV0419'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV0419'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES
 DV0419'OF N 33 21.217' W 112 04.531'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0362 ***********************************************************************
 DV0362  DESIGNATION -  U 273
 DV0362  PID         -  DV0362
 DV0362  STATE/COUNTY-  AZ/PINAL
 DV0362  USGS QUAD   -  PIMA BUTTE (1967)
 DV0362
 DV0362                         *CURRENT SURVEY CONTROL
 DV0362  ___________________________________________________________________
 DV0362* NAD 83(1986)-  33 11 31.     (N)    112 01 49.     (W)     SCALED    
 DV0362* NAVD 88     -       341.907  (meters)    1121.74   (feet)  ADJUSTED  
 DV0362  ___________________________________________________________________
 DV0362  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DV0362  DYNAMIC HT  -         341.509 (meters)    1120.43  (feet)  COMP
 DV0362  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 DV0362
 DV0362  VERT ORDER  -  FIRST     CLASS II
 DV0362
 DV0362.The horizontal coordinates were scaled from a topographic map and have
 DV0362.an estimated accuracy of +/- 6 seconds.
 DV0362
 DV0362.The orthometric height was determined by differential leveling
 DV0362.and adjusted in August 1994.
 DV0362
 DV0362.The geoid height was determined by GEOID03.
 DV0362
 DV0362.The dynamic height is computed by dividing the NAVD 88
 DV0362.geopotential number by the normal gravity value computed on the
 DV0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0362.degrees latitude (g = 980.6199 gals.).
 DV0362
 DV0362.The modeled gravity was interpolated from observed gravity values.
 DV0362
 DV0362;                    North         East    Units  Estimated Accuracy
 DV0362;SPC AZ C     -   243,040.      202,770.      MT  (+/- 180 meters Scaled)
 DV0362
 DV0362                          SUPERSEDED SURVEY CONTROL
 DV0362
 DV0362  NGVD 29 (??/??/92)  341.388  (m)         1120.04   (f) ADJ UNCH    1 2
 DV0362
 DV0362.Superseded values are not recommended for survey control.
 DV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0362.See file dsdata.txt to determine how the superseded data were derived.
 DV0362
 DV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB039730(NAD 83)
 DV0362_MARKER: DB = BENCH MARK DISK
 DV0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0362_SP_SET: CONCRETE POST
 DV0362_STAMPING: U 273 1948
 DV0362_MARK LOGO: CGS   
 DV0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0362+STABILITY: SURFACE MOTION
 DV0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0362+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 DV0362
 DV0362  HISTORY     - Date     Condition        Report By
 DV0362  HISTORY     - 1948     MONUMENTED       CGS
 DV0362  HISTORY     - 19940325 GOOD             NGS
 DV0362  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 DV0362
 DV0362                          STATION DESCRIPTION
 DV0362
 DV0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0362'11.4 MI SE FROM KOMATKE.
 DV0362'11.4 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 69.8 FEET
 DV0362'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 61.4 FEET
 DV0362'WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET BELOW THE LEVEL OF THE
 DV0362'ROAD AND 3.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 DV0362'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0362
 DV0362                          STATION RECOVERY (1994)
 DV0362
 DV0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0362'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0362'LAVEEN, THENCE 14.8 KM (9.20 MI) EASTERLY ALONG BELTLINE ROAD, THENCE
 DV0362'3.0 KM (1.85 MI) SOUTHERLY ALONG A DIRT ROAD, 17.9 M (58.7 FT) WEST
 DV0362'OF THE ROAD CENTER, 1.2 M (3.9 FT) SOUTH OF A 4 BY 4-INCH WOODEN
 DV0362'POST, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE
 DV0362'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 DV0362'GROUND SURFACE.
 DV0362
 DV0362                          STATION RECOVERY (2006)
 DV0362
 DV0362'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0362'THE DISK HAS BEEN REMOVED, AND THE MONUMENT SMASHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0398 ***********************************************************************
 DV0398  DESIGNATION -  U 274
 DV0398  PID         -  DV0398
 DV0398  STATE/COUNTY-  AZ/PINAL
 DV0398  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0398
 DV0398                         *CURRENT SURVEY CONTROL
 DV0398  ___________________________________________________________________
 DV0398* NAD 83(1986)-  33 11 09.     (N)    112 08 35.     (W)     SCALED    
 DV0398* NAVD 88     -       326.65   (+/-2cm)    1071.7    (feet)  VERTCON   
 DV0398  ___________________________________________________________________
 DV0398  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0398
 DV0398.The horizontal coordinates were scaled from a topographic map and have
 DV0398.an estimated accuracy of +/- 6 seconds.
 DV0398
 DV0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0398.The vertical order pertains to the NGVD 29 superseded value.
 DV0398
 DV0398.The geoid height was determined by GEOID03.
 DV0398
 DV0398;                    North         East    Units  Estimated Accuracy
 DV0398;SPC AZ C     -   242,380.      192,250.      MT  (+/- 180 meters Scaled)
 DV0398
 DV0398                          SUPERSEDED SURVEY CONTROL
 DV0398
 DV0398  NGVD 29 (??/??/92)  326.083  (m)         1069.82   (f) ADJ UNCH    2 0
 DV0398
 DV0398.Superseded values are not recommended for survey control.
 DV0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0398.See file dsdata.txt to determine how the superseded data were derived.
 DV0398
 DV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB934724(NAD 83)
 DV0398_MARKER: DB = BENCH MARK DISK
 DV0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0398_STAMPING: U 274 1948
 DV0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0398+STABILITY: SURFACE MOTION
 DV0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0398+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0398
 DV0398  HISTORY     - Date     Condition        Report By
 DV0398  HISTORY     - 1948     MONUMENTED       CGS
 DV0398  HISTORY     - 20071223 GOOD             GEOCAC
 DV0398
 DV0398                          STATION DESCRIPTION
 DV0398
 DV0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0398'7.2 MI S FROM KOMATKE.
 DV0398'7.2 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 0.1 MILE
 DV0398'SOUTH OF A ROAD LEADING EAST, 73.0 FEET NORTH OF A WASH, 61.2 FEET
 DV0398'SOUTH OF A WASH, 59.4 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0
 DV0398'FOOT ABOVE THE LEVEL OF THE ROAD, 3.2 FEET WEST OF A WHITE WOODEN
 DV0398'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 DV0398'ABOVE THE GROUND.
 DV0398
 DV0398                          STATION RECOVERY (2007)
 DV0398
 DV0398'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0847 ***********************************************************************
 DU0847  DESIGNATION -  U 275
 DU0847  PID         -  DU0847
 DU0847  STATE/COUNTY-  AZ/PINAL
 DU0847  USGS QUAD   -  GILA BUTTE NW (1981)
 DU0847
 DU0847                         *CURRENT SURVEY CONTROL
 DU0847  ___________________________________________________________________
 DU0847* NAD 83(1986)-  33 07 55.     (N)    111 58 43.     (W)     SCALED    
 DU0847* NAVD 88     -       353.043  (meters)    1158.28   (feet)  ADJUSTED  
 DU0847  ___________________________________________________________________
 DU0847  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DU0847  DYNAMIC HT  -         352.624 (meters)    1156.90  (feet)  COMP
 DU0847  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 DU0847
 DU0847  VERT ORDER  -  FIRST     CLASS II
 DU0847
 DU0847.The horizontal coordinates were scaled from a topographic map and have
 DU0847.an estimated accuracy of +/- 6 seconds.
 DU0847
 DU0847.The orthometric height was determined by differential leveling
 DU0847.and adjusted in August 1994.
 DU0847
 DU0847.The geoid height was determined by GEOID03.
 DU0847
 DU0847.The dynamic height is computed by dividing the NAVD 88
 DU0847.geopotential number by the normal gravity value computed on the
 DU0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0847.degrees latitude (g = 980.6199 gals.).
 DU0847
 DU0847.The modeled gravity was interpolated from observed gravity values.
 DU0847
 DU0847;                    North         East    Units  Estimated Accuracy
 DU0847;SPC AZ C     -   236,390.      207,580.      MT  (+/- 180 meters Scaled)
 DU0847
 DU0847                          SUPERSEDED SURVEY CONTROL
 DU0847
 DU0847  NGVD 29 (??/??/92)  352.559  (m)         1156.69   (f) ADJ UNCH    1 2
 DU0847
 DU0847.Superseded values are not recommended for survey control.
 DU0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0847.See file dsdata.txt to determine how the superseded data were derived.
 DU0847
 DU0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB087663(NAD 83)
 DU0847_MARKER: DB = BENCH MARK DISK
 DU0847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0847_SP_SET: CULVERT HEADWALL
 DU0847_STAMPING: U 275 1948
 DU0847_MARK LOGO: CGS   
 DU0847_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0847+STABILITY: SURFACE MOTION
 DU0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0847+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2006
 DU0847
 DU0847  HISTORY     - Date     Condition        Report By
 DU0847  HISTORY     - 1948     MONUMENTED       CGS
 DU0847  HISTORY     - 19940425 GOOD             NGS
 DU0847  HISTORY     - 20061208 GOOD             GEOCAC
 DU0847
 DU0847                          STATION DESCRIPTION
 DU0847
 DU0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0847'6.5 MI NW FROM CASA BLANCA.
 DU0847'5.5 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0847'THENCE 1.0 MILE NORTH ALONG THE SACATE ROAD, 0.5 MILE SOUTH OF THE
 DU0847'ROAD LEADING NORTHWEST TO THE CHURCH, 37.9 FEET WEST OF THE CENTER
 DU0847'LINE OF THE ROAD, 16.4 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 DU0847'WEST, SET IN THE TOP AND IN THE CENTER OF THE SOUTH CONCRETE HEADWALL
 DU0847'OF A CONCRETE CULVERT IN THE ROAD LEADING WEST, ABOUT LEVEL WITH THE
 DU0847'ROAD AND IN LINE WITH A ROW OF POLES.
 DU0847
 DU0847                          STATION RECOVERY (1994)
 DU0847
 DU0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0847'20.1 KM (12.50 MI) SOUTHERLY ALONG ARIZONA AVENUE (STATE HIGHWAY 87)
 DU0847'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU0847'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 13.3 KM
 DU0847'(8.25 MI) WESTERLY ALONG CASA BLANCA ROAD, THENCE 1.6 KM (1.00 MI)
 DU0847'NORTHERLY ALONG SACATE ROAD, IN TOP OF AND 2.0 M (6.6 FT) WEST OF THE
 DU0847'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER NELSON
 DU0847'ROAD, 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF SACATE ROAD, AND 5.1
 DU0847'M (16.7 FT) NORTH OF AND LEVEL WITH THE CENTER OF NELSON ROAD.
 DU0847
 DU0847                          STATION RECOVERY (2006)
 DU0847
 DU0847'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0979 ***********************************************************************
 CZ0979  DESIGNATION -  U 277
 CZ0979  PID         -  CZ0979
 CZ0979  STATE/COUNTY-  AZ/PINAL
 CZ0979  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0979
 CZ0979                         *CURRENT SURVEY CONTROL
 CZ0979  ___________________________________________________________________
 CZ0979* NAD 83(1986)-  32 55 55.     (N)    111 50 48.     (W)     SCALED    
 CZ0979* NAVD 88     -       408.986  (meters)    1341.81   (feet)  ADJUSTED  
 CZ0979  ___________________________________________________________________
 CZ0979  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ0979  DYNAMIC HT  -         408.489 (meters)    1340.18  (feet)  COMP
 CZ0979  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 CZ0979  OBS GRAVITY -     979,409.2   (mgal)                       GRAV_OBS
 CZ0979
 CZ0979  VERT ORDER  -  FIRST     CLASS II
 CZ0979
 CZ0979.The horizontal coordinates were scaled from a topographic map and have
 CZ0979.an estimated accuracy of +/- 6 seconds.
 CZ0979
 CZ0979.The orthometric height was determined by differential leveling
 CZ0979.and adjusted in June 1991.
 CZ0979
 CZ0979.The geoid height was determined by GEOID03.
 CZ0979
 CZ0979.The dynamic height is computed by dividing the NAVD 88
 CZ0979.geopotential number by the normal gravity value computed on the
 CZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0979.degrees latitude (g = 980.6199 gals.).
 CZ0979
 CZ0979.The modeled gravity was interpolated from observed gravity values.
 CZ0979.The observed gravity was obtained from relative gravimeter ties
 CZ0979.to the IGSN71 gravity network.
 CZ0979
 CZ0979;                    North         East    Units  Estimated Accuracy
 CZ0979;SPC AZ C     -   214,210.      219,910.      MT  (+/- 180 meters Scaled)
 CZ0979
 CZ0979                          SUPERSEDED SURVEY CONTROL
 CZ0979
 CZ0979  NGVD 29 (??/??/92)  408.389  (m)         1339.86   (f) ADJ UNCH    1 2
 CZ0979
 CZ0979.Superseded values are not recommended for survey control.
 CZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0979.See file dsdata.txt to determine how the superseded data were derived.
 CZ0979
 CZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB208440(NAD 83)
 CZ0979_MARKER: DB = BENCH MARK DISK
 CZ0979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0979_SP_SET: ABUTMENT
 CZ0979_STAMPING: U 277 1967
 CZ0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0979+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 CZ0979
 CZ0979  HISTORY     - Date     Condition        Report By
 CZ0979  HISTORY     - 1967     MONUMENTED       CGS
 CZ0979  HISTORY     - 1967     GOOD             NGS
 CZ0979  HISTORY     - 1980     GOOD             NGS
 CZ0979  HISTORY     - 1980     GOOD             NGS
 CZ0979  HISTORY     - 20061106 GOOD             GEOCAC
 CZ0979
 CZ0979                          STATION DESCRIPTION
 CZ0979
 CZ0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0979'6.75 MI NW FROM CASA GRANDE.
 CZ0979'ABOUT 6.75 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0979'THE STATION AT CASA GRANDE, IN S 5, T 6 S, R 5 E, 7 1/2 POLES
 CZ0979'SOUTHEAST OF MILEPOST 912, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 CZ0979'THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CZ0979'ABUTMENT OF RAILROAD BRIDGE NUMBER 912.25, AND ABOUT 2 1/2 FEET BELOW
 CZ0979'THE LEVEL OF THE TRACKS.
 CZ0979
 CZ0979                          STATION RECOVERY (1980)
 CZ0979
 CZ0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0979'RECOVERED IN GOOD CONDITION.
 CZ0979
 CZ0979                          STATION RECOVERY (1980)
 CZ0979
 CZ0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0979'RECOVERED IN GOOD CONDITION.
 CZ0979
 CZ0979                          STATION RECOVERY (2006)
 CZ0979
 CZ0979'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1102 ***********************************************************************
 CZ1102  DESIGNATION -  U 278
 CZ1102  PID         -  CZ1102
 CZ1102  STATE/COUNTY-  AZ/PINAL
 CZ1102  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1102
 CZ1102                         *CURRENT SURVEY CONTROL
 CZ1102  ___________________________________________________________________
 CZ1102* NAD 83(1986)-  32 52 49.     (N)    111 49 31.     (W)     SCALED    
 CZ1102* NAVD 88     -       413.04   (+/-2cm)    1355.1    (feet)  VERTCON   
 CZ1102  ___________________________________________________________________
 CZ1102  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ1102  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1102
 CZ1102.The horizontal coordinates were scaled from a topographic map and have
 CZ1102.an estimated accuracy of +/- 6 seconds.
 CZ1102
 CZ1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1102.The vertical order pertains to the NGVD 29 superseded value.
 CZ1102
 CZ1102.The geoid height was determined by GEOID03.
 CZ1102
 CZ1102;                    North         East    Units  Estimated Accuracy
 CZ1102;SPC AZ C     -   208,480.      221,910.      MT  (+/- 180 meters Scaled)
 CZ1102
 CZ1102                          SUPERSEDED SURVEY CONTROL
 CZ1102
 CZ1102  NGVD 29 (??/??/92)  412.415  (m)         1353.06   (f) ADJ UNCH    1 2
 CZ1102
 CZ1102.Superseded values are not recommended for survey control.
 CZ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1102.See file dsdata.txt to determine how the superseded data were derived.
 CZ1102
 CZ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB228383(NAD 83)
 CZ1102_MARKER: DB = BENCH MARK DISK
 CZ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1102_STAMPING: U 278 1948
 CZ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1102+STABILITY: SURFACE MOTION
 CZ1102
 CZ1102  HISTORY     - Date     Condition        Report By
 CZ1102  HISTORY     - 1948     MONUMENTED       CGS
 CZ1102  HISTORY     - 1966     GOOD             NGS
 CZ1102  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ1102
 CZ1102                          STATION DESCRIPTION
 CZ1102
 CZ1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ1102'4.2 MI W FROM CASA GRANDE.
 CZ1102'4.2 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1102'STEEL WATER TANK AT CASA GRANDE, 80.2 FEET EAST OF THE CENTER LINE OF
 CZ1102'THE ROAD, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.7 FEET
 CZ1102'EAST OF A WHITE WOODEN WITNESS POST, AND 1.0 FOOT BELOW THE SURFACE OF
 CZ1102'THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 CZ1102
 CZ1102                          STATION RECOVERY (1966)
 CZ1102
 CZ1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1102'RECOVERED IN GOOD CONDITION.
 CZ1102
 CZ1102                          STATION RECOVERY (2006)
 CZ1102
 CZ1102'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1102'THE DESCRIBED AREA HAS BEEN SCRAPED FLAT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0307 ***********************************************************************
 DV0307  DESIGNATION -  U 279
 DV0307  PID         -  DV0307
 DV0307  STATE/COUNTY-  AZ/MARICOPA
 DV0307  USGS QUAD   -  MOBILE (1978)
 DV0307
 DV0307                         *CURRENT SURVEY CONTROL
 DV0307  ___________________________________________________________________
 DV0307* NAD 83(1986)-  33 03 15.     (N)    112 16 32.     (W)     SCALED    
 DV0307* NAVD 88     -       405.133  (meters)    1329.17   (feet)  ADJUSTED  
 DV0307  ___________________________________________________________________
 DV0307  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DV0307  DYNAMIC HT  -         404.644 (meters)    1327.57  (feet)  COMP
 DV0307  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 DV0307
 DV0307  VERT ORDER  -  FIRST     CLASS II
 DV0307
 DV0307.The horizontal coordinates were scaled from a topographic map and have
 DV0307.an estimated accuracy of +/- 6 seconds.
 DV0307
 DV0307.The orthometric height was determined by differential leveling
 DV0307.and adjusted in June 1991.
 DV0307
 DV0307.The geoid height was determined by GEOID03.
 DV0307
 DV0307.The dynamic height is computed by dividing the NAVD 88
 DV0307.geopotential number by the normal gravity value computed on the
 DV0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0307.degrees latitude (g = 980.6199 gals.).
 DV0307
 DV0307.The modeled gravity was interpolated from observed gravity values.
 DV0307
 DV0307;                    North         East    Units  Estimated Accuracy
 DV0307;SPC AZ C     -   227,820.      179,840.      MT  (+/- 180 meters Scaled)
 DV0307
 DV0307                          SUPERSEDED SURVEY CONTROL
 DV0307
 DV0307  NGVD 29 (??/??/92)  404.517  (m)         1327.15   (f) ADJ UNCH    1 2
 DV0307
 DV0307.Superseded values are not recommended for survey control.
 DV0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0307.See file dsdata.txt to determine how the superseded data were derived.
 DV0307
 DV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB809580(NAD 83)
 DV0307_MARKER: DB = BENCH MARK DISK
 DV0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0307_SP_SET: ABUTMENT
 DV0307_STAMPING: U 279 1948
 DV0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0307+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0307
 DV0307  HISTORY     - Date     Condition        Report By
 DV0307  HISTORY     - 1948     MONUMENTED       CGS
 DV0307  HISTORY     - 1967     GOOD             NGS
 DV0307  HISTORY     - 1980     GOOD             NGS
 DV0307  HISTORY     - 1980     GOOD             NGS
 DV0307  HISTORY     - 19941202 GOOD             USPSQD
 DV0307  HISTORY     - 20070321 GOOD             GEOCAC
 DV0307
 DV0307                          STATION DESCRIPTION
 DV0307
 DV0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0307'0.2 MI W FROM MOBILE.
 DV0307'ABOUT 0.2 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0307'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 29, T 5 S, R 1 E, 74 FEET
 DV0307'SOUTHWEST OF MILEPOST 884, 6 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DV0307'TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 DV0307'OF RAILROAD BRIDGE NUMBER 884, 1 INCH NORTH OF THE NORTH EDGE OF A
 DV0307'WOODEN RAILING, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 DV0307
 DV0307                          STATION RECOVERY (1980)
 DV0307
 DV0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0307'RECOVERED IN GOOD CONDITION.
 DV0307
 DV0307                          STATION RECOVERY (1980)
 DV0307
 DV0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0307'RECOVERED IN GOOD CONDITION.
 DV0307
 DV0307                          STATION RECOVERY (1994)
 DV0307
 DV0307'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0307'RECOVERED IN GOOD CONDITION.
 DV0307
 DV0307                          STATION RECOVERY (2007)
 DV0307
 DV0307'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0085 ***********************************************************************
 ET0085  DESIGNATION -  U 28
 ET0085  PID         -  ET0085
 ET0085  STATE/COUNTY-  AZ/YAVAPAI
 ET0085  USGS QUAD   -  COTTONWOOD (1973)
 ET0085
 ET0085                         *CURRENT SURVEY CONTROL
 ET0085  ___________________________________________________________________
 ET0085* NAD 83(1986)-  34 44 35.     (N)    112 07 17.     (W)     SCALED    
 ET0085* NAVD 88     -      1628.731  (meters)    5343.60   (feet)  POSTED    
 ET0085  ___________________________________________________________________
 ET0085  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ET0085  DYNAMIC HT  -        1626.520 (meters)    5336.34  (feet)  COMP
 ET0085  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 ET0085
 ET0085  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0085
 ET0085.The horizontal coordinates were scaled from a topographic map and have
 ET0085.an estimated accuracy of +/- 6 seconds.
 ET0085
 ET0085.The orthometric height was determined by differential leveling
 ET0085.and adjusted in November 2005.
 ET0085.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0085.rate of 1.1 thru 2.0 mm/km.
 ET0085
 ET0085.The geoid height was determined by GEOID03.
 ET0085
 ET0085.The dynamic height is computed by dividing the NAVD 88
 ET0085.geopotential number by the normal gravity value computed on the
 ET0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0085.degrees latitude (g = 980.6199 gals.).
 ET0085
 ET0085.The modeled gravity was interpolated from observed gravity values.
 ET0085
 ET0085;                    North         East    Units  Estimated Accuracy
 ET0085;SPC AZ C     -   415,090.      194,620.      MT  (+/- 180 meters Scaled)
 ET0085
 ET0085                          SUPERSEDED SURVEY CONTROL
 ET0085
 ET0085  NGVD 29 (??/??/92) 1627.880  (m)         5340.80   (f) ADJ UNCH    1 2
 ET0085
 ET0085.Superseded values are not recommended for survey control.
 ET0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0085.See file dsdata.txt to determine how the superseded data were derived.
 ET0085
 ET0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD973451(NAD 83)
 ET0085_MARKER: DB = BENCH MARK DISK
 ET0085_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ET0085_SP_SET: UNSPECIFIED ROCK
 ET0085_STAMPING: 5340.803 U 28 1933
 ET0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0085
 ET0085  HISTORY     - Date     Condition        Report By
 ET0085  HISTORY     - 1933     MONUMENTED       CGS
 ET0085
 ET0085                          STATION DESCRIPTION
 ET0085
 ET0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0085'1.1 MI SW FROM JEROME.
 ET0085'AT SIDE OF HIGHWAY, 0.2 MILES NORTHEAST OF CENTRAL VERDE COPPER MINE,
 ET0085'ON ROCK POINT JUTTING SOUTHEAST TOWARD GULCH, 200 FEET NORTHWEST OF
 ET0085'END OF POINT, 50 FEET EAST OF HIGHWAY CENTER-LINE, ON TOP OF ROCK
 ET0085'PAINTED WHITE B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0716 ***********************************************************************
 ET0716  DESIGNATION -  U 280
 ET0716  PID         -  ET0716
 ET0716  STATE/COUNTY-  AZ/LA PAZ
 ET0716  USGS QUAD   -  POWERLINE WELL (1990)
 ET0716
 ET0716                         *CURRENT SURVEY CONTROL
 ET0716  ___________________________________________________________________
 ET0716* NAD 83(1986)-  34 02 31.     (N)    113 54 30.     (W)     SCALED    
 ET0716* NAVD 88     -       408.08   (+/-2cm)    1338.8    (feet)  VERTCON   
 ET0716  ___________________________________________________________________
 ET0716  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 ET0716  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0716
 ET0716.The horizontal coordinates were scaled from a topographic map and have
 ET0716.an estimated accuracy of +/- 6 seconds.
 ET0716
 ET0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0716.The vertical order pertains to the NGVD 29 superseded value.
 ET0716
 ET0716.The geoid height was determined by GEOID03.
 ET0716
 ET0716;                    North         East    Units  Estimated Accuracy
 ET0716;SPC AZ W     -   337,330.      198,740.      MT  (+/- 180 meters Scaled)
 ET0716
 ET0716                          SUPERSEDED SURVEY CONTROL
 ET0716
 ET0716  NGVD 29 (??/??/92)  407.430  (m)         1336.71   (f) ADJ UNCH    1 2
 ET0716
 ET0716.Superseded values are not recommended for survey control.
 ET0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0716.See file dsdata.txt to determine how the superseded data were derived.
 ET0716
 ET0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC315706(NAD 83)
 ET0716_MARKER: DB = BENCH MARK DISK
 ET0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0716_STAMPING: U 280 1948
 ET0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0716+STABILITY: SURFACE MOTION
 ET0716
 ET0716  HISTORY     - Date     Condition        Report By
 ET0716  HISTORY     - 1948     MONUMENTED       CGS
 ET0716
 ET0716                          STATION DESCRIPTION
 ET0716
 ET0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0716'10.6 MI NE FROM BOUSE.
 ET0716'10.6 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0716'AT BOUSE, IN A FLAT SURROUNDED BY SANDY KNOLLS, 43 FEET NORTHWEST OF
 ET0716'THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTH OF A WHITE WOODEN WITNESS
 ET0716'POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP
 ET0716'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1220 ***********************************************************************
 DV1220  DESIGNATION -  U 281
 DV1220  PID         -  DV1220
 DV1220  STATE/COUNTY-  AZ/LA PAZ
 DV1220  USGS QUAD   -  HOPE (1990)
 DV1220
 DV1220                         *CURRENT SURVEY CONTROL
 DV1220  ___________________________________________________________________
 DV1220* NAD 83(1986)-  33 43 36.     (N)    113 42 37.     (W)     SCALED    
 DV1220* NAVD 88     -       448.340  (meters)    1470.93   (feet)  ADJUSTED  
 DV1220  ___________________________________________________________________
 DV1220  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV1220  DYNAMIC HT  -         447.825 (meters)    1469.24  (feet)  COMP
 DV1220  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DV1220
 DV1220  VERT ORDER  -  FIRST     CLASS II
 DV1220
 DV1220.The horizontal coordinates were scaled from a topographic map and have
 DV1220.an estimated accuracy of +/- 6 seconds.
 DV1220
 DV1220.The orthometric height was determined by differential leveling
 DV1220.and adjusted in June 1991.
 DV1220
 DV1220.The geoid height was determined by GEOID03.
 DV1220
 DV1220.The dynamic height is computed by dividing the NAVD 88
 DV1220.geopotential number by the normal gravity value computed on the
 DV1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1220.degrees latitude (g = 980.6199 gals.).
 DV1220
 DV1220.The modeled gravity was interpolated from observed gravity values.
 DV1220
 DV1220;                    North         East    Units  Estimated Accuracy
 DV1220;SPC AZ W     -   302,350.      217,040.      MT  (+/- 180 meters Scaled)
 DV1220
 DV1220                          SUPERSEDED SURVEY CONTROL
 DV1220
 DV1220  NGVD 29 (??/??/92)  447.642  (m)         1468.64   (f) ADJ UNCH    1 2
 DV1220
 DV1220.Superseded values are not recommended for survey control.
 DV1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1220.See file dsdata.txt to determine how the superseded data were derived.
 DV1220
 DV1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC488351(NAD 83)
 DV1220_MARKER: DB = BENCH MARK DISK
 DV1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1220_STAMPING: U 281 1948
 DV1220_MARK LOGO: CGS   
 DV1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1220+STABILITY: SURFACE MOTION
 DV1220
 DV1220  HISTORY     - Date     Condition        Report By
 DV1220  HISTORY     - 1948     MONUMENTED       CGS
 DV1220  HISTORY     - 1981     GOOD             NGS
 DV1220
 DV1220                          STATION DESCRIPTION
 DV1220
 DV1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1220'2.6 MI SE FROM VICKSBURG.
 DV1220'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1220'VICKSBURG, ABOUT 0.5 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 DV1220'60-70, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 DV1220'LEVEL WITH THE SURFACE OF THE HIGHWAY, AND 2.7 FEET SOUTHEAST OF A
 DV1220'WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 DV1220'PROJECTING 7 INCHES ABOVE GROUND.
 DV1220
 DV1220                          STATION RECOVERY (1981)
 DV1220
 DV1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0376 ***********************************************************************
 CZ0376  DESIGNATION -  U 283
 CZ0376  PID         -  CZ0376
 CZ0376  STATE/COUNTY-  AZ/PINAL
 CZ0376  USGS QUAD   -  PICACHO RESERVOIR (1992)
 CZ0376
 CZ0376                         *CURRENT SURVEY CONTROL
 CZ0376  ___________________________________________________________________
 CZ0376* NAD 83(1986)-  32 51 46.     (N)    111 29 53.     (W)     SCALED    
 CZ0376* NAVD 88     -       451.396  (meters)    1480.95   (feet)  ADJUSTED  
 CZ0376  ___________________________________________________________________
 CZ0376  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0376  DYNAMIC HT  -         450.834 (meters)    1479.11  (feet)  COMP
 CZ0376  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 CZ0376
 CZ0376  VERT ORDER  -  FIRST     CLASS II
 CZ0376
 CZ0376.The horizontal coordinates were scaled from a topographic map and have
 CZ0376.an estimated accuracy of +/- 6 seconds.
 CZ0376
 CZ0376.The orthometric height was determined by differential leveling
 CZ0376.and adjusted in November 1993.
 CZ0376
 CZ0376.The geoid height was determined by GEOID03.
 CZ0376
 CZ0376.The dynamic height is computed by dividing the NAVD 88
 CZ0376.geopotential number by the normal gravity value computed on the
 CZ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0376.degrees latitude (g = 980.6199 gals.).
 CZ0376
 CZ0376.The modeled gravity was interpolated from observed gravity values.
 CZ0376
 CZ0376;                    North         East    Units  Estimated Accuracy
 CZ0376;SPC AZ C     -   206,610.      252,540.      MT  (+/- 180 meters Scaled)
 CZ0376
 CZ0376                          SUPERSEDED SURVEY CONTROL
 CZ0376
 CZ0376  NGVD 29 (??/??/92)  451.173  (m)         1480.22   (f) ADJ UNCH    1 2
 CZ0376
 CZ0376.Superseded values are not recommended for survey control.
 CZ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0376.See file dsdata.txt to determine how the superseded data were derived.
 CZ0376
 CZ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB534361(NAD 83)
 CZ0376_MARKER: DB = BENCH MARK DISK
 CZ0376_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ0376_SP_SET: RETAINING WALL
 CZ0376_STAMPING: U 283 1949
 CZ0376_MARK LOGO: CGS   
 CZ0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0376+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0376
 CZ0376  HISTORY     - Date     Condition        Report By
 CZ0376  HISTORY     - 1949     MONUMENTED       CGS
 CZ0376  HISTORY     - 1967     GOOD             NGS
 CZ0376  HISTORY     - 19920103 GOOD             NGS
 CZ0376  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0376
 CZ0376                          STATION DESCRIPTION
 CZ0376
 CZ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0376'11.5 MI N FROM PICACHO.
 CZ0376'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0376'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 9.7 MILES NORTH ALONG
 CZ0376'THE SOUTHERN PACIFIC RAILROAD, THENCE 0.8 MILE SOUTHEAST ALONG A DIRT
 CZ0376'ROAD ON THE NORTH BANK OF THE CASA GRANDE-FLORENCE CANAL, IN S 34, T 6
 CZ0376'S, R 8 E, 0.2 MILE SOUTH OF A SET OF FARM BUILDINGS, 20 FEET SOUTH OF
 CZ0376'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTH END OF THE
 CZ0376'NORTH CONCRETE FOUNDATION OF AN OLD FLOOD GATE IN THE CANAL, 87 FEET
 CZ0376'WEST OF THE WEST EDGE OF A WOODEN BRIDGE OVER THE CANAL, AND ABOUT 1
 CZ0376'1/2 FEET BELOW THE LEVEL OF THE ROAD.
 CZ0376
 CZ0376                          STATION RECOVERY (1992)
 CZ0376
 CZ0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0376'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ0376'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ0376'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ0376'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 13.6 KM (8.45 MI)
 CZ0376'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 1.3 KM (0.80
 CZ0376'MI) SOUTHEASTERLY ALONG THE NORTH BANK OF THE CASA GRANDE CANAL, IN
 CZ0376'TOP OF AND 1.1 M (3.6 FT) SOUTH OF THE NORTH END OF A RETAINING WALL
 CZ0376'FOR A CANAL HEAD GATE, 13.1 M (43.0 FT) WEST OF THE NORTHWEST CORNER
 CZ0376'OF A BRIDGE, 7.2 M (23.6 FT) SOUTH OF THE ROAD CENTER, AND 0.3 M (1.0
 CZ0376'FT) BELOW THE LEVEL OF THE ROAD.
 CZ0376
 CZ0376                          STATION RECOVERY (2007)
 CZ0376
 CZ0376'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0204 ***********************************************************************
 DV0204  DESIGNATION -  U 284
 DV0204  PID         -  DV0204
 DV0204  STATE/COUNTY-  AZ/MARICOPA
 DV0204  USGS QUAD   -  GLENDALE (1982)
 DV0204
 DV0204                         *CURRENT SURVEY CONTROL
 DV0204  ___________________________________________________________________
 DV0204* NAD 83(1986)-  33 33 11.     (N)    112 09 06.     (W)     SCALED    
 DV0204* NAVD 88     -       364.12   (+/-2cm)    1194.6    (feet)  VERTCON   
 DV0204  ___________________________________________________________________
 DV0204  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0204
 DV0204.The horizontal coordinates were scaled from a topographic map and have
 DV0204.an estimated accuracy of +/- 6 seconds.
 DV0204
 DV0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0204.The vertical order pertains to the NGVD 29 superseded value.
 DV0204
 DV0204.The geoid height was determined by GEOID03.
 DV0204
 DV0204;                    North         East    Units  Estimated Accuracy
 DV0204;SPC AZ C     -   283,110.      191,540.      MT  (+/- 180 meters Scaled)
 DV0204
 DV0204                          SUPERSEDED SURVEY CONTROL
 DV0204
 DV0204  NGVD 29 (??/??/92)  363.578  (m)         1192.84   (f) ADJ UNCH    2 0
 DV0204
 DV0204.Superseded values are not recommended for survey control.
 DV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0204.See file dsdata.txt to determine how the superseded data were derived.
 DV0204
 DV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC930131(NAD 83)
 DV0204_MARKER: DB = BENCH MARK DISK
 DV0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0204_SP_SET: WING WALL
 DV0204_STAMPING: U 284 1949
 DV0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0204
 DV0204  HISTORY     - Date     Condition        Report By
 DV0204  HISTORY     - 1949     MONUMENTED       CGS
 DV0204  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV0204
 DV0204                          STATION DESCRIPTION
 DV0204
 DV0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV0204'9.8 MI NW FROM PHOENIX.
 DV0204'6.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0204'FROM THE UNION STATION AT PHOENIX, THENCE 2.9 MILES NORTH ALONG THE
 DV0204'BLACK CANYON ROAD.  AT A CULVERT, 35 FEET NORTHWEST OF THE CENTER LINE
 DV0204'OF THE INTERSECTION OF BLACK CANYON ROAD AND EAST-WEST SECTION-LINE
 DV0204'ROAD, 29 FEET WEST OF THE CENTER LINE OF THE BLACK CANYON ROAD, 22
 DV0204'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, AND ABOUT 1 FOOT
 DV0204'ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF THE NORTHEAST
 DV0204'CONCRETE WING WALL.
 DV0204
 DV0204                          STATION RECOVERY (2008)
 DV0204
 DV0204'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0204'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0204'MARK. THERE IS NO CULVERT AT THE DESCRIBED LOCATION. THE DESCRIBED
 DV0204'INTERSECTION IS NOW 43 AVE.(N-S) AND NORTHERN AVE. (E-W). BOTH ARE
 DV0204'MAJOR ARTERIALS AND HAVE BEEN CONSIDERABLY WIDENED SINCE 1949.
 DV0204' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0380 ***********************************************************************
 GR0380  DESIGNATION -  U 285
 GR0380  PID         -  GR0380
 GR0380  STATE/COUNTY-  AZ/MOHAVE
 GR0380  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0380
 GR0380                         *CURRENT SURVEY CONTROL
 GR0380  ___________________________________________________________________
 GR0380* NAD 83(2007)-  36 05 48.26872(N)    114 02 45.95976(W)     NO CHECK  
 GR0380* NAVD 88     -       899.133  (meters)    2949.91   (feet)  POSTED    
 GR0380  ___________________________________________________________________
 GR0380  EPOCH DATE  -        2007.00
 GR0380  X           -  -2,102,710.708 (meters)                     COMP
 GR0380  Y           -  -4,712,557.436 (meters)                     COMP
 GR0380  Z           -   3,737,384.463 (meters)                     COMP
 GR0380  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 GR0380  ELLIP HEIGHT-         872.105 (meters)          (02/10/07) NO CHECK
 GR0380  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0380  DYNAMIC HT  -         898.160 (meters)    2946.71  (feet)  COMP
 GR0380
 GR0380  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GR0380  Type    PID    Designation                      North   East  Ellip
 GR0380  -------------------------------------------------------------------
 GR0380  NETWORK GR0380 U 285                             0.41   0.27   0.71
 GR0380  -------------------------------------------------------------------
 GR0380  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 GR0380
 GR0380  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0380
 GR0380.The horizontal coordinates were established by GPS observations
 GR0380.and adjusted by the National Geodetic Survey in February 2007.
 GR0380
 GR0380.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GR0380.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GR0380.No horizontal observational check was made to the station.
 GR0380.The horizontal coordinates are valid at the epoch date displayed above.
 GR0380.The epoch date for horizontal control is a decimal equivalence
 GR0380.of Year/Month/Day.
 GR0380
 GR0380.The orthometric height was determined by differential leveling
 GR0380.and adjusted by the  in 1992.
 GR0380.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0380.was located on a no-check spur therefore a value was not computed.
 GR0380.No vertical observational check was made to the station.
 GR0380
 GR0380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0380
 GR0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0380
 GR0380.The ellipsoidal height was determined by GPS observations
 GR0380.and is referenced to NAD 83.
 GR0380
 GR0380.The geoid height was determined by GEOID03.
 GR0380
 GR0380.The dynamic height is computed by dividing the NAVD 88
 GR0380.geopotential number by the normal gravity value computed on the
 GR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0380.degrees latitude (g = 980.6199 gals.).
 GR0380
 GR0380.The modeled gravity was interpolated from observed gravity values.
 GR0380
 GR0380;                    North         East     Units Scale Factor Converg.
 GR0380;SPC AZ W     -   565,305.657   186,696.924   MT  0.99994209   -0 10 28.0
 GR0380;SPC AZ W     - 1,854,677.35    612,522.72   iFT  0.99994209   -0 10 28.0
 GR0380;UTM  11      - 3,998,719.435   765,938.783   MT  1.00047152   +1 44 28.7
 GR0380;UTM  12      - 3,998,975.804   225,758.116   MT  1.00052680   -1 47 44.6
 GR0380
 GR0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0380!SPC AZ W     -   0.99986314  x   0.99994209  =   0.99980524
 GR0380!UTM  11      -   0.99986314  x   1.00047152  =   1.00033460
 GR0380!UTM  12      -   0.99986314  x   1.00052680  =   1.00038987
 GR0380
 GR0380|---------------------------------------------------------------------|
 GR0380| PID    Reference Object                     Distance      Geod. Az  |
 GR0380|                                                           dddmmss.s |
 GR0380| GR0381 AIRPORT                             225.580 METERS 04754     |
 GR0380|---------------------------------------------------------------------|
 GR0380
 GR0380                          SUPERSEDED SURVEY CONTROL
 GR0380
 GR0380  NAD 83(1992)-  36 05 48.26849(N)    114 02 45.95894(W) AD(       ) B
 GR0380  ELLIP H (08/22/05)  872.103  (m)                       GP(       ) 3 1
 GR0380  NAVD 88 (08/22/05)  899.13   (m)         2949.9    (f) LEVELING    3  
 GR0380  NGVD 29 (??/??/92)  898.411  (m)         2947.54   (f) ADJ UNCH    1 1
 GR0380
 GR0380.Superseded values are not recommended for survey control.
 GR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0380.See file dsdata.txt to determine how the superseded data were derived.
 GR0380
 GR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV6593998719(NAD 83)
 GR0380_MARKER: DB = BENCH MARK DISK
 GR0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0380_STAMPING: U 285 1950
 GR0380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0380+STABILITY: SURFACE MOTION
 GR0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0380+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GR0380
 GR0380  HISTORY     - Date     Condition        Report By
 GR0380  HISTORY     - 1950     MONUMENTED       CGS
 GR0380  HISTORY     - 20050401 GOOD             CGS
 GR0380
 GR0380                          STATION DESCRIPTION
 GR0380
 GR0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0380'8.5 MI SW FROM PIERCES FERRY.
 GR0380'5.8 MILES SOUTHWEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 GR0380'RANGER STATION AT PIERCES FERRY, THENCE 2.7 MILES NORTHEAST ALONG A
 GR0380'DIRT ROAD, AT THE PIERCES FERRY AIRPORT, ABOUT 75 YARDS SOUTH OF THE
 GR0380'SOUTHWEST CORNER OF A SMALL FRAME BUILDING, 58 FEET WEST OF THE WEST
 GR0380'EDGE OF THE NORTH-SOUTH RUNWAY, 6.9 FEET NORTH OF A WIND SOCK, 3.2
 GR0380'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND SET IN
 GR0380'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 GR0380
 GR0380                          STATION RECOVERY (2005)
 GR0380
 GR0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2005
 GR0380'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0742 ***********************************************************************
 ET0742  DESIGNATION -  U 286
 ET0742  PID         -  ET0742
 ET0742  STATE/COUNTY-  AZ/MOHAVE
 ET0742  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0742
 ET0742                         *CURRENT SURVEY CONTROL
 ET0742  ___________________________________________________________________
 ET0742* NAD 83(1986)-  34 34 43.     (N)    113 34 17.     (W)     SCALED    
 ET0742* NAVD 88     -       540.243  (meters)    1772.45   (feet)  POSTED    
 ET0742  ___________________________________________________________________
 ET0742  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ET0742  DYNAMIC HT  -         539.620 (meters)    1770.40  (feet)  COMP
 ET0742  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 ET0742
 ET0742  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0742
 ET0742.The horizontal coordinates were scaled from a topographic map and have
 ET0742.an estimated accuracy of +/- 6 seconds.
 ET0742
 ET0742.The orthometric height was determined by differential leveling
 ET0742.and adjusted in November 2005.
 ET0742.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0742.rate of 1.1 thru 2.0 mm/km.
 ET0742
 ET0742.The geoid height was determined by GEOID03.
 ET0742
 ET0742.The dynamic height is computed by dividing the NAVD 88
 ET0742.geopotential number by the normal gravity value computed on the
 ET0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0742.degrees latitude (g = 980.6199 gals.).
 ET0742
 ET0742.The modeled gravity was interpolated from observed gravity values.
 ET0742
 ET0742;                    North         East    Units  Estimated Accuracy
 ET0742;SPC AZ W     -   396,860.      229,750.      MT  (+/- 180 meters Scaled)
 ET0742
 ET0742                          SUPERSEDED SURVEY CONTROL
 ET0742
 ET0742  NGVD 29 (??/??/92)  539.538  (m)         1770.13   (f) ADJ UNCH    1 2
 ET0742
 ET0742.Superseded values are not recommended for survey control.
 ET0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0742.See file dsdata.txt to determine how the superseded data were derived.
 ET0742
 ET0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD641293(NAD 83)
 ET0742_MARKER: DB = BENCH MARK DISK
 ET0742_SETTING: 80 = SET IN A BOULDER
 ET0742_SP_SET: GRANITE BOULDER
 ET0742_STAMPING: U 286 1950
 ET0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0742+STABILITY: SURFACE MOTION
 ET0742
 ET0742  HISTORY     - Date     Condition        Report By
 ET0742  HISTORY     - 1950     MONUMENTED       CGS
 ET0742  HISTORY     - 1967     GOOD             USGS
 ET0742
 ET0742                          STATION DESCRIPTION
 ET0742
 ET0742'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0742'9.5 MI NE FROM SIGNAL.
 ET0742'9.5 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0742'INTERSECTION AT SIGNAL, 1.3 MILE WEST OF THE BIG SANDY RIVER FORD, ON
 ET0742'THE OUTSIDE OF THE APPROXIMATE CENTER OF A SHARP CURVE, ON THE SOUTH
 ET0742'BANK OF A DEEP REVINE, IN THE TOP OF A LARGE GRANITE BOULDER, 48 FEET
 ET0742'NORTH OF THE CENTER LINE OF THE ROAD, AT THE NORTHWEST EDGE OF A PILE
 ET0742'OF LOOSE BOULDERS, ABOUT 8 FEET LOWER THAN THE ROAD, AND MARKED BY THE
 ET0742'WHITE PAINTED LETTERS B M.  NOTE-- TO REACH FROM WIKIEUP POST OFFICE
 ET0742'DRIVE 7.8 MILES SOUTH ALONG HIGHWAY NO. 93 TO SIGNAL ROAD HEADING SW.
 ET0742'TURN RIGHT AT SIGNAL ROAD AND GO 3.8 MILES TO Y ROAD. GO RIGHT ON Y
 ET0742'ROAD APPROXIMATE 0.2 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0609 ***********************************************************************
 ET0609  DESIGNATION -  U 287
 ET0609  PID         -  ET0609
 ET0609  STATE/COUNTY-  AZ/MOHAVE
 ET0609  USGS QUAD   -  KAISER SPRING (1980)
 ET0609
 ET0609                         *CURRENT SURVEY CONTROL
 ET0609  ___________________________________________________________________
 ET0609* NAD 83(1986)-  34 35 11.     (N)    113 23 28.     (W)     SCALED    
 ET0609* NAVD 88     -       833.953  (meters)    2736.06   (feet)  POSTED    
 ET0609  ___________________________________________________________________
 ET0609  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0609  DYNAMIC HT  -         832.950 (meters)    2732.77  (feet)  COMP
 ET0609  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 ET0609
 ET0609  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0609
 ET0609.The horizontal coordinates were scaled from a topographic map and have
 ET0609.an estimated accuracy of +/- 6 seconds.
 ET0609
 ET0609.The orthometric height was determined by differential leveling
 ET0609.and adjusted in November 2005.
 ET0609.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0609.rate of 1.1 thru 2.0 mm/km.
 ET0609
 ET0609.The geoid height was determined by GEOID03.
 ET0609
 ET0609.The dynamic height is computed by dividing the NAVD 88
 ET0609.geopotential number by the normal gravity value computed on the
 ET0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0609.degrees latitude (g = 980.6199 gals.).
 ET0609
 ET0609.The modeled gravity was interpolated from observed gravity values.
 ET0609
 ET0609;                    North         East    Units  Estimated Accuracy
 ET0609;SPC AZ W     -   397,770.      246,280.      MT  (+/- 180 meters Scaled)
 ET0609
 ET0609                          SUPERSEDED SURVEY CONTROL
 ET0609
 ET0609  NGVD 29 (??/??/92)  833.229  (m)         2733.69   (f) ADJ UNCH    1 2
 ET0609
 ET0609.Superseded values are not recommended for survey control.
 ET0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0609.See file dsdata.txt to determine how the superseded data were derived.
 ET0609
 ET0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD806297(NAD 83)
 ET0609_MARKER: DB = BENCH MARK DISK
 ET0609_SETTING: 80 = SET IN A BOULDER
 ET0609_SP_SET: SMALL BOULDER
 ET0609_STAMPING: U 287 1950
 ET0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0609+STABILITY: SURFACE MOTION
 ET0609
 ET0609  HISTORY     - Date     Condition        Report By
 ET0609  HISTORY     - 1950     MONUMENTED       CGS
 ET0609  HISTORY     - 1975     GOOD             USGS
 ET0609
 ET0609                          STATION DESCRIPTION
 ET0609
 ET0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0609'21.2 MI SE FROM WIKIEUP.
 ET0609'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0609'WIKIEUP, THENCE 13.8 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.25
 ET0609'MILE SOUTHEAST OF THE JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, 0.2
 ET0609'MILE SOUTHWEST OF THE APPROXIMATE CENTER OF A DRY WASH, ON THE INSIDE
 ET0609'OF AND AT THE EAST END OF A U-CURVE, IN THE TOP OF A SMALL BOULDER
 ET0609'PARTIALLY COVERED BY A MESQUITE TREE, 55 1/2 FEET NORTH OF THE CENTER
 ET0609'LINE OF THE ROAD, 23 FEET SOUTH OF A 12-INCH SAGUARO CACTUS, 18.3 FEET
 ET0609'WEST OF A 10-INCH SAGUARO CACTUS, ABOUT 14 FEET HIGHER THAN THE ROAD,
 ET0609'AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0609
 ET0609                          STATION RECOVERY (1975)
 ET0609
 ET0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0609'WIKIEUP POST OFFICE, 8.0 MI S. OF, ALONG STATE HWY 93, THENCE 10.6 MI
 ET0609'SE. ALONG COUNTY DIRT RD., 0.25 MI SE. OF JCT. OF DIM TRACK RD. S.,
 ET0609'0.2 MI SW. OF CENTER OF DRY WASH, ON INSIDE OF AND AT THE EAST END OF
 ET0609'U-CURVE. 55.5 FT N. OF CENTERLINE OF RD., 23 FT S. OF 12-INCH SAGUARO
 ET0609'CACTUS, 18.3 FT W. OF 10-INCH SAGUARO CACTUS, ABOUT 14 FT HIGHER THAN
 ET0609'RD. IN THE TOP OF SMALL BOULDER PARTIALLY COVERED BY MESQUITE TREE.
 ET0609'NGS TABLET STAMPED U 287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0347 ***********************************************************************
 ET0347  DESIGNATION -  U 288
 ET0347  PID         -  ET0347
 ET0347  STATE/COUNTY-  AZ/YAVAPAI
 ET0347  USGS QUAD   -  KIRKLAND (1969)
 ET0347
 ET0347                         *CURRENT SURVEY CONTROL
 ET0347  ___________________________________________________________________
 ET0347* NAD 83(1986)-  34 24 29.     (N)    112 44 08.     (W)     SCALED    
 ET0347* NAVD 88     -      1178.545  (meters)    3866.61   (feet)  POSTED    
 ET0347  ___________________________________________________________________
 ET0347  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 ET0347  DYNAMIC HT  -        1177.010 (meters)    3861.57  (feet)  COMP
 ET0347  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 ET0347
 ET0347  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0347
 ET0347.The horizontal coordinates were scaled from a topographic map and have
 ET0347.an estimated accuracy of +/- 6 seconds.
 ET0347
 ET0347.The orthometric height was determined by differential leveling
 ET0347.and adjusted in November 2005.
 ET0347.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0347.rate of 2.1 thru 3.0 mm/km.
 ET0347
 ET0347.The geoid height was determined by GEOID03.
 ET0347
 ET0347.The dynamic height is computed by dividing the NAVD 88
 ET0347.geopotential number by the normal gravity value computed on the
 ET0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0347.degrees latitude (g = 980.6199 gals.).
 ET0347
 ET0347.The modeled gravity was interpolated from observed gravity values.
 ET0347
 ET0347;                    North         East    Units  Estimated Accuracy
 ET0347;SPC AZ C     -   378,220.      138,080.      MT  (+/- 180 meters Scaled)
 ET0347
 ET0347                          SUPERSEDED SURVEY CONTROL
 ET0347
 ET0347  NGVD 29 (??/??/92) 1177.768  (m)         3864.06   (f) ADJ UNCH    1 2
 ET0347
 ET0347.Superseded values are not recommended for survey control.
 ET0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0347.See file dsdata.txt to determine how the superseded data were derived.
 ET0347
 ET0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD404087(NAD 83)
 ET0347_MARKER: DB = BENCH MARK DISK
 ET0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0347_SP_SET: CULVERT
 ET0347_STAMPING: U 288 1950
 ET0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0347
 ET0347  HISTORY     - Date     Condition        Report By
 ET0347  HISTORY     - 1950     MONUMENTED       CGS
 ET0347
 ET0347                          STATION DESCRIPTION
 ET0347
 ET0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0347'1.9 MI W FROM KIRKLAND.
 ET0347'1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0347'THE STATION AT KIRKLAND, 3 1/4 RAILS WEST OF MILEPOLE 88 1/2, AT A
 ET0347'24-INCH CONCRETE PIPE CULVERT NO. F 89, IN THE TOP OF THE APPROXIMATE
 ET0347'CENTER OF THE SOUTH CONCRETE HEAD WALL, 13.9 FEET SOUTH OF THE SOUTH
 ET0347'RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0334 ***********************************************************************
 ES0334  DESIGNATION -  U 29
 ES0334  PID         -  ES0334
 ES0334  STATE/COUNTY-  AZ/GILA
 ES0334  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0334
 ES0334                         *CURRENT SURVEY CONTROL
 ES0334  ___________________________________________________________________
 ES0334* NAD 83(1986)-  34 23 39.     (N)    111 37 48.     (W)     SCALED    
 ES0334* NAVD 88     -      1104.294  (meters)    3623.00   (feet)  ADJUSTED  
 ES0334  ___________________________________________________________________
 ES0334  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 ES0334  DYNAMIC HT  -        1102.853 (meters)    3618.28  (feet)  COMP
 ES0334  MODELED GRAV-     979,293.9   (mgal)                       NAVD 88
 ES0334
 ES0334  VERT ORDER  -  FIRST     CLASS II
 ES0334
 ES0334.The horizontal coordinates were scaled from a topographic map and have
 ES0334.an estimated accuracy of +/- 6 seconds.
 ES0334
 ES0334.The orthometric height was determined by differential leveling
 ES0334.and adjusted in June 1991.
 ES0334
 ES0334.The geoid height was determined by GEOID03.
 ES0334
 ES0334.The dynamic height is computed by dividing the NAVD 88
 ES0334.geopotential number by the normal gravity value computed on the
 ES0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0334.degrees latitude (g = 980.6199 gals.).
 ES0334
 ES0334.The modeled gravity was interpolated from observed gravity values.
 ES0334
 ES0334;                    North         East    Units  Estimated Accuracy
 ES0334;SPC AZ E     -   377,340.       78,810.      MT  (+/- 180 meters Scaled)
 ES0334
 ES0334                          SUPERSEDED SURVEY CONTROL
 ES0334
 ES0334  NGVD 29 (??/??/92) 1103.562  (m)         3620.60   (f) ADJ UNCH    1 2
 ES0334
 ES0334.Superseded values are not recommended for survey control.
 ES0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0334.See file dsdata.txt to determine how the superseded data were derived.
 ES0334
 ES0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD420060(NAD 83)
 ES0334_MARKER: DB = BENCH MARK DISK
 ES0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0334_SP_SET: PARAPET WALL
 ES0334_MARK LOGO: CGS   
 ES0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0334
 ES0334  HISTORY     - Date     Condition        Report By
 ES0334  HISTORY     - UNK      MONUMENTED       CGS
 ES0334  HISTORY     - 1933     GOOD             NGS
 ES0334  HISTORY     - 1982     GOOD             NGS
 ES0334
 ES0334                          STATION DESCRIPTION
 ES0334
 ES0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0334'13.9 MI NW FROM PINE.
 ES0334'FOSSIL CREEK CONCRETE ARCH HIGHWAY BRIDGE, EAST END OF, SOUTH SIDE OF
 ES0334'HIGHWAY, TOP OF CONCRETE PARAPET WALL.
 ES0334
 ES0334                          STATION RECOVERY (1982)
 ES0334
 ES0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0334'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0334'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0334'IN PINE, THENCE 17.5 KM (10.9 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0334'OF THE SOUTHEAST WINGWALL FOR THE BRIDGE OVER FOSSIL CREEK SITTING ON
 ES0334'BEDROCK, 13.7 METERS (45 FT) EAST OF THE YAVAPAI-GILA COUNTY LINE, 4.5
 ES0334'METERS (15 FT) SOUTH OF THE ROAD CENTERLINE, 0.3 METER (1 FT)
 ES0334'SOUTHEAST OF THE EAST END OF THE SOUTH GUARD RAIL.
 ES0334'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0583 ***********************************************************************
 ET0583  DESIGNATION -  U 290
 ET0583  PID         -  ET0583
 ET0583  STATE/COUNTY-  AZ/YAVAPAI
 ET0583  USGS QUAD   -  BAGDAD (1986)
 ET0583
 ET0583                         *CURRENT SURVEY CONTROL
 ET0583  ___________________________________________________________________
 ET0583* NAD 83(1986)-  34 31 36.     (N)    113 08 01.     (W)     SCALED    
 ET0583* NAVD 88     -       945.636  (meters)    3102.47   (feet)  POSTED    
 ET0583  ___________________________________________________________________
 ET0583  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 ET0583  DYNAMIC HT  -         944.480 (meters)    3098.68  (feet)  COMP
 ET0583  MODELED GRAV-     979,376.3   (mgal)                       NAVD 88
 ET0583
 ET0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0583
 ET0583.The horizontal coordinates were scaled from a topographic map and have
 ET0583.an estimated accuracy of +/- 6 seconds.
 ET0583
 ET0583.The orthometric height was determined by differential leveling
 ET0583.and adjusted in November 2005.
 ET0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0583.rate of 0.0 thru 1.0 mm/km.
 ET0583
 ET0583.The geoid height was determined by GEOID03.
 ET0583
 ET0583.The dynamic height is computed by dividing the NAVD 88
 ET0583.geopotential number by the normal gravity value computed on the
 ET0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0583.degrees latitude (g = 980.6199 gals.).
 ET0583
 ET0583.The modeled gravity was interpolated from observed gravity values.
 ET0583
 ET0583;                    North         East    Units  Estimated Accuracy
 ET0583;SPC AZ C     -   391,740.      101,640.      MT  (+/- 180 meters Scaled)
 ET0583
 ET0583                          SUPERSEDED SURVEY CONTROL
 ET0583
 ET0583  NGVD 29 (??/??/92)  944.900  (m)         3100.06   (f) ADJ UNCH    1 2
 ET0583
 ET0583.Superseded values are not recommended for survey control.
 ET0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0583.See file dsdata.txt to determine how the superseded data were derived.
 ET0583
 ET0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD041226(NAD 83)
 ET0583_MARKER: DB = BENCH MARK DISK
 ET0583_SETTING: 66 = SET IN ROCK OUTCROP
 ET0583_SP_SET: PROMINENT OUTCROP
 ET0583_STAMPING: U 290 1950
 ET0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0583+STABILITY: POSITION/ELEVATION WELL
 ET0583
 ET0583  HISTORY     - Date     Condition        Report By
 ET0583  HISTORY     - 1950     MONUMENTED       CGS
 ET0583
 ET0583                          STATION DESCRIPTION
 ET0583
 ET0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0583'6.8 MI SE FROM BAGDAD.
 ET0583'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0583'AT BAGDAD, 153 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 ET0583'COUNTY DIRT ROAD LEADING SOUTHWEST, IN THE TOP OF A PROMINENT GRANITE
 ET0583'OUTCROP, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 8 FEET
 ET0583'HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0177 ***********************************************************************
 CZ0177  DESIGNATION -  U 291
 CZ0177  PID         -  CZ0177
 CZ0177  STATE/COUNTY-  AZ/PIMA
 CZ0177  USGS QUAD   -  TUCSON (1992)
 CZ0177
 CZ0177                         *CURRENT SURVEY CONTROL
 CZ0177  ___________________________________________________________________
 CZ0177* NAD 83(1986)-  32 13 20.     (N)    110 57 58.     (W)     SCALED    
 CZ0177* NAVD 88     -       730.830  (meters)    2397.73   (feet)  ADJUSTED  
 CZ0177  ___________________________________________________________________
 CZ0177  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CZ0177  DYNAMIC HT  -         729.827 (meters)    2394.44  (feet)  COMP
 CZ0177  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 CZ0177
 CZ0177  VERT ORDER  -  FIRST     CLASS II
 CZ0177
 CZ0177.The horizontal coordinates were scaled from a topographic map and have
 CZ0177.an estimated accuracy of +/- 6 seconds.
 CZ0177
 CZ0177.The orthometric height was determined by differential leveling
 CZ0177.and adjusted in June 1991.
 CZ0177
 CZ0177.The geoid height was determined by GEOID03.
 CZ0177
 CZ0177.The dynamic height is computed by dividing the NAVD 88
 CZ0177.geopotential number by the normal gravity value computed on the
 CZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0177.degrees latitude (g = 980.6199 gals.).
 CZ0177
 CZ0177.The modeled gravity was interpolated from observed gravity values.
 CZ0177
 CZ0177;                    North         East    Units  Estimated Accuracy
 CZ0177;SPC AZ C     -   135,900.      302,960.      MT  (+/- 180 meters Scaled)
 CZ0177
 CZ0177                          SUPERSEDED SURVEY CONTROL
 CZ0177
 CZ0177  NGVD 29 (??/??/92)  730.167  (m)         2395.56   (f) ADJ UNCH    1 2
 CZ0177
 CZ0177.Superseded values are not recommended for survey control.
 CZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0177.See file dsdata.txt to determine how the superseded data were derived.
 CZ0177
 CZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA031650(NAD 83)
 CZ0177_MARKER: DB = BENCH MARK DISK
 CZ0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0177_SP_SET: GUARDRAIL
 CZ0177_STAMPING: U 291 1951
 CZ0177_MARK LOGO: CGS   
 CZ0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0177+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 CZ0177
 CZ0177  HISTORY     - Date     Condition        Report By
 CZ0177  HISTORY     - 1951     MONUMENTED       CGS
 CZ0177  HISTORY     - 1953     GOOD             NGS
 CZ0177  HISTORY     - 1979     GOOD             NGS
 CZ0177  HISTORY     - 19941119 GOOD             USPSQD
 CZ0177  HISTORY     - 19990304 GOOD             NGS
 CZ0177  HISTORY     - 20051205 GOOD             GEOCAC
 CZ0177
 CZ0177                          STATION DESCRIPTION
 CZ0177
 CZ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0177'IN TUCSON.
 CZ0177'AT TUCSON, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 60 YARDS
 CZ0177'EAST OF THE SOUTHEAST CORNER OF THE STATION, AT THE FOURTH STREET
 CZ0177'UNDERPASS, IN THE TOP OF THE SOUTHWEST CONCRETE WALL, 30.2 FEET
 CZ0177'SOUTHWEST OF THE SOUTHWEST RAIL, 0.7 FOOT NORTHWEST OF THE SOUTHEAST
 CZ0177'END OF THE WALL, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 CZ0177
 CZ0177                          STATION RECOVERY (1979)
 CZ0177
 CZ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0177'OMIT--AT THE FOURTH STREET UNDERPASS
 CZ0177'ADD--AT THE FOURTH AVENUE UNDERPASS
 CZ0177
 CZ0177                          STATION RECOVERY (1994)
 CZ0177
 CZ0177'RECOVERY NOTE BY US POWER SQUADRON 1994
 CZ0177'RECOVERED IN GOOD CONDITION.
 CZ0177
 CZ0177                          STATION RECOVERY (1999)
 CZ0177
 CZ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ0177'IN TUCSON, AT THE INTERSECTION OF 4TH AVENUE AND THE UNION PACIFIC
 CZ0177'RAILROAD, IN TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END
 CZ0177'OF THE NORTHEAST CONCRETE GUARDRAIL OF THE RAILROAD OVERPASS OF THE
 CZ0177'AVENUE, 24.5 M (80.4 FT) SOUTHWEST OF THE NEAR RAIL, 7.2 M (23.6 FT)
 CZ0177'EAST OF THE AVENUE CENTERLINE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 CZ0177'THE TRACK.  NOTE--THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
 CZ0177
 CZ0177                          STATION RECOVERY (2005)
 CZ0177
 CZ0177'RECOVERY NOTE BY GEOCACHING 2005 (DJH)
 CZ0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0904 ***********************************************************************
 CZ0904  DESIGNATION -  U 292
 CZ0904  PID         -  CZ0904
 CZ0904  STATE/COUNTY-  AZ/PIMA
 CZ0904  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0904
 CZ0904                         *CURRENT SURVEY CONTROL
 CZ0904  ___________________________________________________________________
 CZ0904* NAD 83(1986)-  32 26 07.     (N)    111 33 35.     (W)     SCALED    
 CZ0904* NAVD 88     -       695.62   (+/-2cm)    2282.2    (feet)  VERTCON   
 CZ0904  ___________________________________________________________________
 CZ0904  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0904
 CZ0904.The horizontal coordinates were scaled from a topographic map and have
 CZ0904.an estimated accuracy of +/- 6 seconds.
 CZ0904
 CZ0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0904.The vertical order pertains to the NGVD 29 superseded value.
 CZ0904
 CZ0904.The geoid height was determined by GEOID03.
 CZ0904
 CZ0904;                    North         East    Units  Estimated Accuracy
 CZ0904;SPC AZ C     -   159,190.      246,930.      MT  (+/- 180 meters Scaled)
 CZ0904
 CZ0904                          SUPERSEDED SURVEY CONTROL
 CZ0904
 CZ0904  NGVD 29 (??/??/92)  695.050  (m)         2280.34   (f) ADJ UNCH    2 0
 CZ0904
 CZ0904.Superseded values are not recommended for survey control.
 CZ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0904.See file dsdata.txt to determine how the superseded data were derived.
 CZ0904
 CZ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA473888(NAD 83)
 CZ0904_MARKER: DB = BENCH MARK DISK
 CZ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0904_STAMPING: U 292 1951
 CZ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0904+STABILITY: SURFACE MOTION
 CZ0904
 CZ0904  HISTORY     - Date     Condition        Report By
 CZ0904  HISTORY     - 1951     MONUMENTED       CGS
 CZ0904
 CZ0904                          STATION DESCRIPTION
 CZ0904
 CZ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0904'0.1 MI E FROM SILVER BELL CEMETERY.
 CZ0904'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY, AT AN
 CZ0904'INTERSECTION WITH A GRAVEL ROAD LEADING NORTH-SOUTH, AT THE SOUTHWEST
 CZ0904'CORNER OF THE INTERSECTION, 48 1/2 FEET SOUTH OF THE CENTER LINE OF
 CZ0904'THE MAIN ROAD, 27 1/2 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 CZ0904'2.1 FEET NORTH OF THE WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 CZ0904'MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0904'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0646 ***********************************************************************
 CZ0646  DESIGNATION -  U 294
 CZ0646  PID         -  CZ0646
 CZ0646  STATE/COUNTY-  AZ/PIMA
 CZ0646  USGS QUAD   -  WEST OF AVRA (1989)
 CZ0646
 CZ0646                         *CURRENT SURVEY CONTROL
 CZ0646  ___________________________________________________________________
 CZ0646* NAD 83(1986)-  32 21 42.     (N)    111 22 20.     (W)     SCALED    
 CZ0646* NAVD 88     -       632.77   (+/-2cm)    2076.0    (feet)  VERTCON   
 CZ0646  ___________________________________________________________________
 CZ0646  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0646
 CZ0646.The horizontal coordinates were scaled from a topographic map and have
 CZ0646.an estimated accuracy of +/- 6 seconds.
 CZ0646
 CZ0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0646.The vertical order pertains to the NGVD 29 superseded value.
 CZ0646
 CZ0646.The geoid height was determined by GEOID03.
 CZ0646
 CZ0646;                    North         East    Units  Estimated Accuracy
 CZ0646;SPC AZ C     -   151,100.      264,600.      MT  (+/- 180 meters Scaled)
 CZ0646
 CZ0646                          SUPERSEDED SURVEY CONTROL
 CZ0646
 CZ0646  NGVD 29 (??/??/92)  632.200  (m)         2074.14   (f) ADJ UNCH    2 0
 CZ0646
 CZ0646.Superseded values are not recommended for survey control.
 CZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0646.See file dsdata.txt to determine how the superseded data were derived.
 CZ0646
 CZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA649805(NAD 83)
 CZ0646_MARKER: DB = BENCH MARK DISK
 CZ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0646_STAMPING: U 294 1951
 CZ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0646+STABILITY: SURFACE MOTION
 CZ0646
 CZ0646  HISTORY     - Date     Condition        Report By
 CZ0646  HISTORY     - 1951     MONUMENTED       CGS
 CZ0646  HISTORY     - 1962     GOOD             NGS
 CZ0646
 CZ0646                          STATION DESCRIPTION
 CZ0646
 CZ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0646'19.65 MI W FROM CORTARO.
 CZ0646'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0646'CORTARO, THENCE 15.3 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE
 CZ0646'0.65 MILES SOUTH ALONG AN OILED ROAD, AT THE TUCSON COMPRESSOR
 CZ0646'AIRPORT, 59 FEET EAST OF THE CENTER OF A GRADED ROAD, 42.6 FEET EAST
 CZ0646'OF THE EAST END OF A CORRUGATED METAL CULVERT, 2.5 FEET SOUTH OF A
 CZ0646'WHITE WITNESS POST, A BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE
 CZ0646'CYLINDER WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0607 ***********************************************************************
 CZ0607  DESIGNATION -  U 295
 CZ0607  PID         -  CZ0607
 CZ0607  STATE/COUNTY-  AZ/PIMA
 CZ0607  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0607
 CZ0607                         *CURRENT SURVEY CONTROL
 CZ0607  ___________________________________________________________________
 CZ0607* NAD 83(1986)-  32 25 30.     (N)    111 24 30.     (W)     SCALED    
 CZ0607* NAVD 88     -       644.49   (+/-2cm)    2114.5    (feet)  VERTCON   
 CZ0607  ___________________________________________________________________
 CZ0607  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0607
 CZ0607.The horizontal coordinates were scaled from a topographic map and have
 CZ0607.an estimated accuracy of +/- 6 seconds.
 CZ0607
 CZ0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0607.The vertical order pertains to the NGVD 29 superseded value.
 CZ0607
 CZ0607.The geoid height was determined by GEOID03.
 CZ0607
 CZ0607;                    North         East    Units  Estimated Accuracy
 CZ0607;SPC AZ C     -   158,110.      261,170.      MT  (+/- 180 meters Scaled)
 CZ0607
 CZ0607                          SUPERSEDED SURVEY CONTROL
 CZ0607
 CZ0607  NGVD 29 (??/??/92)  643.944  (m)         2112.67   (f) ADJ UNCH    2 0
 CZ0607
 CZ0607.Superseded values are not recommended for survey control.
 CZ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0607.See file dsdata.txt to determine how the superseded data were derived.
 CZ0607
 CZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA616876(NAD 83)
 CZ0607_MARKER: DB = BENCH MARK DISK
 CZ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0607_STAMPING: U 295 1951
 CZ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0607+STABILITY: SURFACE MOTION
 CZ0607
 CZ0607  HISTORY     - Date     Condition        Report By
 CZ0607  HISTORY     - 1951     MONUMENTED       CGS
 CZ0607
 CZ0607                          STATION DESCRIPTION
 CZ0607
 CZ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0607'19.7 MI W FROM RILLITO.
 CZ0607'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0607'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0607'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.8
 CZ0607'MILES WEST ACROSS THE MARANA NO. 2 AIRPORT ALONG THE SILVER ROAD,
 CZ0607'THENCE 1.4 MILES SOUTH ALONG A TRACK ROAD, IN THE CROTCH OF A Y
 CZ0607'JUNCTION OF A ROAD LEADING NORTHEAST, 0.2 MILE NORTH OF A CATTLE GUARD
 CZ0607'ACROSS THE ROAD, 375 FEET NORTHEAST OF THE CENTER OF A Y OF A ROAD
 CZ0607'LEADING NORTHEAST, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.8
 CZ0607'FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 CZ0607'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0607'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1227 ***********************************************************************
 CZ1227  DESIGNATION -  U 297
 CZ1227  PID         -  CZ1227
 CZ1227  STATE/COUNTY-  AZ/PINAL
 CZ1227  USGS QUAD   -  VAIVA VO (1993)
 CZ1227
 CZ1227                         *CURRENT SURVEY CONTROL
 CZ1227  ___________________________________________________________________
 CZ1227* NAD 83(1986)-  32 39 42.     (N)    111 56 03.     (W)     SCALED    
 CZ1227* NAVD 88     -       452.42   (+/-2cm)    1484.3    (feet)  VERTCON   
 CZ1227  ___________________________________________________________________
 CZ1227  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CZ1227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1227
 CZ1227.The horizontal coordinates were scaled from a topographic map and have
 CZ1227.an estimated accuracy of +/- 6 seconds.
 CZ1227
 CZ1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1227.The vertical order pertains to the NGVD 29 superseded value.
 CZ1227
 CZ1227.The geoid height was determined by GEOID03.
 CZ1227
 CZ1227;                    North         East    Units  Estimated Accuracy
 CZ1227;SPC AZ C     -   184,230.      211,720.      MT  (+/- 180 meters Scaled)
 CZ1227
 CZ1227                          SUPERSEDED SURVEY CONTROL
 CZ1227
 CZ1227  NGVD 29 (??/??/92)  451.820  (m)         1482.35   (f) ADJ UNCH    2 0
 CZ1227
 CZ1227.Superseded values are not recommended for survey control.
 CZ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1227.See file dsdata.txt to determine how the superseded data were derived.
 CZ1227
 CZ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB124141(NAD 83)
 CZ1227_MARKER: DB = BENCH MARK DISK
 CZ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1227_STAMPING: U 297 1951
 CZ1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1227+STABILITY: SURFACE MOTION
 CZ1227
 CZ1227  HISTORY     - Date     Condition        Report By
 CZ1227  HISTORY     - 1951     MONUMENTED       CGS
 CZ1227  HISTORY     - 1977     GOOD             USGS
 CZ1227
 CZ1227                          STATION DESCRIPTION
 CZ1227
 CZ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1227'3.6 MI S FROM COCKLEBUR.
 CZ1227'3.6 MILES SOUTH ALONG A TRACK ROAD FROM THE WATER WELL AT THE INDIAN
 CZ1227'VILLAGE AT COCKLEBUR, ABOUT 37 YARDS SOUTH OF A DEEP WASH, ABOUT 44
 CZ1227'YARDS NORTHWEST OF AND A CROSS THE ROAD FROM A LONE GIANT CACTUS, ON A
 CZ1227'SMALL RISE,  ON THE NORTH SIDE OF A MESQUITE THICKET, 19 1/2 FEET WEST
 CZ1227'OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A WITNESS POST, SET
 CZ1227'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE
 CZ1227'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1227
 CZ1227                          STATION RECOVERY (1977)
 CZ1227
 CZ1227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1227'COCKLEBUR, 3.6 MILES SOUTH OF. 1 MILE NW OF EAST END OF TAT MOMOLIKOT
 CZ1227'DAM, ABOUT 800 FEET WEST OF THE EAST SIDE OF A FIELD LEVELED FOR
 CZ1227'CULTIVATION, ON TOP OF A 5X5 FOOT MOUND 3 FEET ABOVE GENERAL GROUND
 CZ1227'LEVEL. NOTE-- WHILE CONSIDERABLE CARE HAS BEEN EXERCISED BY THE
 CZ1227'MACHINERY OPERATORS TO PRESERVE THE MARK, IT IS IN A VERY PRECARIOUS
 CZ1227'POSITION AND IS LIKELY NOT TO SURVIVE WHEN THE FIELD IS ACTUALLY PUT
 CZ1227'TO CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0633 ***********************************************************************
 DA0633  DESIGNATION -  U 298
 DA0633  PID         -  DA0633
 DA0633  STATE/COUNTY-  AZ/MARICOPA
 DA0633  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0633
 DA0633                         *CURRENT SURVEY CONTROL
 DA0633  ___________________________________________________________________
 DA0633* NAD 83(1986)-  32 48 29.     (N)    112 36 35.     (W)     SCALED    
 DA0633* NAVD 88     -       369.93   (+/-2cm)    1213.7    (feet)  VERTCON   
 DA0633  ___________________________________________________________________
 DA0633  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DA0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0633
 DA0633.The horizontal coordinates were scaled from a topographic map and have
 DA0633.an estimated accuracy of +/- 6 seconds.
 DA0633
 DA0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0633.The vertical order pertains to the NGVD 29 superseded value.
 DA0633
 DA0633.The geoid height was determined by GEOID03.
 DA0633
 DA0633;                    North         East    Units  Estimated Accuracy
 DA0633;SPC AZ C     -   200,680.      148,460.      MT  (+/- 180 meters Scaled)
 DA0633
 DA0633                          SUPERSEDED SURVEY CONTROL
 DA0633
 DA0633  NGVD 29 (??/??/92)  369.281  (m)         1211.55   (f) ADJ UNCH    2 0
 DA0633
 DA0633.Superseded values are not recommended for survey control.
 DA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0633.See file dsdata.txt to determine how the superseded data were derived.
 DA0633
 DA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB492311(NAD 83)
 DA0633_MARKER: DB = BENCH MARK DISK
 DA0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0633_STAMPING: U 298 1951
 DA0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0633+STABILITY: SURFACE MOTION
 DA0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0633+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0633
 DA0633  HISTORY     - Date     Condition        Report By
 DA0633  HISTORY     - 1951     MONUMENTED       CGS
 DA0633  HISTORY     - 1980     GOOD             USGS
 DA0633  HISTORY     - 20090206 GOOD             GEOCAC
 DA0633
 DA0633                          STATION DESCRIPTION
 DA0633
 DA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0633'12.6 MI SE FROM GILA BEND.
 DA0633'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0633'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0633'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0633'SOUTH ALONG A TRACK ROAD, THENCE 8.6 MILES SOUTHEAST ALONG A TRACK
 DA0633'ROAD, 49 FEET NORTHWEST OF A POINT WHERE THE ROAD CROSSES A SMALL
 DA0633'WASH, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTH
 DA0633'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0633'0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0633
 DA0633                          STATION RECOVERY (1980)
 DA0633
 DA0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0633'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0633'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0633'NINEMILE WELL, HENCE PROCEED EAST AND SE FOR 4.35 MILES ON TRACK ROAD
 DA0633'TO BM ON NE. BM IS 49 FT NW OF A POINT WHERE THE ROAD CROSSES A WASH,
 DA0633'31 FT NE OF THE CENTER OF THE ROAD, 2.9 FT SOUTH OF A 4X4 WITNESS
 DA0633'POST, SET IN THE TOP OF A CONCRETE POST P PROJECTING 0.5 FT AND ABOUT
 DA0633'LEVEL WITH THE ROAD.
 DA0633
 DA0633                          STATION RECOVERY (2009)
 DA0633
 DA0633'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0633'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0633'THE DESCRIPTION - THE WITNESS POST IS BROKEN OFF FROM THE GROUND. THE
 DA0633'MARK IS LOCATED IN AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR).
 DA0633'VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT
 DA0633'IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON
 DA0633'EXITING THE AREA. HANDHELD COORDINATES
 DA0633'32 48 32.0 (N)   112 36 39.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1371 ***********************************************************************
 CZ1371  DESIGNATION -  U 299
 CZ1371  PID         -  CZ1371
 CZ1371  STATE/COUNTY-  AZ/PINAL
 CZ1371  USGS QUAD   -  ELOY NW (1981)
 CZ1371
 CZ1371                         *CURRENT SURVEY CONTROL
 CZ1371  ___________________________________________________________________
 CZ1371* NAD 83(1986)-  32 40 30.     (N)    111 43 49.     (W)     SCALED    
 CZ1371* NAVD 88     -       466.35   (+/-2cm)    1530.0    (feet)  VERTCON   
 CZ1371  ___________________________________________________________________
 CZ1371  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ1371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1371
 CZ1371.The horizontal coordinates were scaled from a topographic map and have
 CZ1371.an estimated accuracy of +/- 6 seconds.
 CZ1371
 CZ1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1371.The vertical order pertains to the NGVD 29 superseded value.
 CZ1371
 CZ1371.The geoid height was determined by GEOID03.
 CZ1371
 CZ1371;                    North         East    Units  Estimated Accuracy
 CZ1371;SPC AZ C     -   185,730.      230,840.      MT  (+/- 180 meters Scaled)
 CZ1371
 CZ1371                          SUPERSEDED SURVEY CONTROL
 CZ1371
 CZ1371  NGVD 29 (??/??/92)  465.766  (m)         1528.10   (f) ADJ UNCH    2 0
 CZ1371
 CZ1371.Superseded values are not recommended for survey control.
 CZ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1371.See file dsdata.txt to determine how the superseded data were derived.
 CZ1371
 CZ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB315154(NAD 83)
 CZ1371_MARKER: DB = BENCH MARK DISK
 CZ1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1371_STAMPING: U 299 1952
 CZ1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1371+STABILITY: SURFACE MOTION
 CZ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1371+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1371
 CZ1371  HISTORY     - Date     Condition        Report By
 CZ1371  HISTORY     - 1952     MONUMENTED       CGS
 CZ1371  HISTORY     - 1966     GOOD             NGS
 CZ1371  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1371
 CZ1371                          STATION DESCRIPTION
 CZ1371
 CZ1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1371'7.0 MI SE FROM WHITE HORSE PASS.
 CZ1371'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1371'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1371'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.7 MILES EAST ALONG
 CZ1371'A TRACK ROAD, 0.1 MILES EAST OF A FENCE CORNER, ABOUT 75 YARDS SOUTH
 CZ1371'OF A WELL, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 CZ1371'SOUTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 CZ1371'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1371'LEVEL WITH THE ROAD.
 CZ1371
 CZ1371                          STATION RECOVERY (1966)
 CZ1371
 CZ1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1371'RECOVERED IN GOOD CONDITION.
 CZ1371
 CZ1371                          STATION RECOVERY (2008)
 CZ1371
 CZ1371'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1371'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1371'40.524' W111 43.832'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0041 ***********************************************************************
 FQ0041  DESIGNATION -  U 3
 FQ0041  PID         -  FQ0041
 FQ0041  STATE/COUNTY-  AZ/COCONINO
 FQ0041  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0041
 FQ0041                         *CURRENT SURVEY CONTROL
 FQ0041  ___________________________________________________________________
 FQ0041* NAD 83(1986)-  35 04 52.     (N)    110 53 03.     (W)     SCALED    
 FQ0041* NAVD 88     -      1528.393  (meters)    5014.40   (feet)  ADJUSTED  
 FQ0041  ___________________________________________________________________
 FQ0041  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0041  DYNAMIC HT  -        1526.356 (meters)    5007.72  (feet)  COMP
 FQ0041  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 FQ0041
 FQ0041  VERT ORDER  -  FIRST     CLASS II
 FQ0041
 FQ0041.The horizontal coordinates were scaled from a topographic map and have
 FQ0041.an estimated accuracy of +/- 6 seconds.
 FQ0041
 FQ0041.The orthometric height was determined by differential leveling
 FQ0041.and adjusted in June 1991.
 FQ0041
 FQ0041.The geoid height was determined by GEOID03.
 FQ0041
 FQ0041.The dynamic height is computed by dividing the NAVD 88
 FQ0041.geopotential number by the normal gravity value computed on the
 FQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0041.degrees latitude (g = 980.6199 gals.).
 FQ0041
 FQ0041.The modeled gravity was interpolated from observed gravity values.
 FQ0041
 FQ0041;                    North         East    Units  Estimated Accuracy
 FQ0041;SPC AZ C     -   453,060.      307,510.      MT  (+/- 180 meters Scaled)
 FQ0041
 FQ0041                          SUPERSEDED SURVEY CONTROL
 FQ0041
 FQ0041  NGVD 29 (??/??/92) 1527.601  (m)         5011.80   (f) ADJ UNCH    1 2
 FQ0041
 FQ0041.Superseded values are not recommended for survey control.
 FQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0041.See file dsdata.txt to determine how the superseded data were derived.
 FQ0041
 FQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD105820(NAD 83)
 FQ0041_MARKER: B = BOLT
 FQ0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0041_SP_SET: ABUTMENT
 FQ0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0041
 FQ0041  HISTORY     - Date     Condition        Report By
 FQ0041  HISTORY     - UNK      MONUMENTED       CGS
 FQ0041  HISTORY     - 1935     MARK NOT FOUND   NGS
 FQ0041  HISTORY     - 1968     MARK NOT FOUND   USGS
 FQ0041  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0041
 FQ0041                          STATION DESCRIPTION
 FQ0041
 FQ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FQ0041'1.4 MI SE FROM DENNISON.
 FQ0041'1.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FQ0041'FROM THE STATION AT DENNISON, COCONINO COUNTY, 2-1/2 POLES NORTHWEST
 FQ0041'OF MILEPOST 297, AT BRIDGE A 298, IN THE TOP OF THE NORTHEAST END OF
 FQ0041'THE NORTHWEST ABUTMENT, 15 INCHES FROM THE FACE, AND 11 FEET NORTHEAST
 FQ0041'OF THE CENTERLINE OF THE TRACK.  A COPPER BOLT.
 FQ0041
 FQ0041                          STATION RECOVERY (1968)
 FQ0041
 FQ0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0041'MARK NOT FOUND.
 FQ0041
 FQ0041                          STATION RECOVERY (1983)
 FQ0041
 FQ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0461 ***********************************************************************
 ES0461  DESIGNATION -  U 30
 ES0461  PID         -  ES0461
 ES0461  STATE/COUNTY-  AZ/YAVAPAI
 ES0461  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0461
 ES0461                         *CURRENT SURVEY CONTROL
 ES0461  ___________________________________________________________________
 ES0461* NAD 83(1986)-  34 33 55.     (N)    111 52 33.     (W)     SCALED    
 ES0461* NAVD 88     -       961.520  (meters)    3154.59   (feet)  ADJUSTED  
 ES0461  ___________________________________________________________________
 ES0461  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ES0461  DYNAMIC HT  -         960.309 (meters)    3150.61  (feet)  COMP
 ES0461  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 ES0461
 ES0461  VERT ORDER  -  FIRST     CLASS II
 ES0461
 ES0461.The horizontal coordinates were scaled from a topographic map and have
 ES0461.an estimated accuracy of +/- 6 seconds.
 ES0461
 ES0461.The orthometric height was determined by differential leveling
 ES0461.and adjusted in June 1991.
 ES0461
 ES0461.The geoid height was determined by GEOID03.
 ES0461
 ES0461.The dynamic height is computed by dividing the NAVD 88
 ES0461.geopotential number by the normal gravity value computed on the
 ES0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0461.degrees latitude (g = 980.6199 gals.).
 ES0461
 ES0461.The modeled gravity was interpolated from observed gravity values.
 ES0461
 ES0461;                    North         East    Units  Estimated Accuracy
 ES0461;SPC AZ C     -   395,350.      217,110.      MT  (+/- 180 meters Scaled)
 ES0461
 ES0461                          SUPERSEDED SURVEY CONTROL
 ES0461
 ES0461  NGVD 29 (??/??/92)  960.795  (m)         3152.21   (f) ADJ UNCH    1 2
 ES0461
 ES0461.Superseded values are not recommended for survey control.
 ES0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0461.See file dsdata.txt to determine how the superseded data were derived.
 ES0461
 ES0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD196251(NAD 83)
 ES0461_MARKER: DB = BENCH MARK DISK
 ES0461_SETTING: 0 = UNSPECIFIED SETTING
 ES0461_STAMPING: 3152.208 U 30 1933
 ES0461_MARK LOGO: CGS   
 ES0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0461
 ES0461  HISTORY     - Date     Condition        Report By
 ES0461  HISTORY     - 1933     MONUMENTED       CGS
 ES0461  HISTORY     - 1960     GOOD             NGS
 ES0461  HISTORY     - 1982     GOOD             NGS
 ES0461
 ES0461                          STATION DESCRIPTION
 ES0461
 ES0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0461'1.4 MI NE FROM CAMP VERDE.
 ES0461'1.4 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM CAMP
 ES0461'VERDE, APPROXIMATELY 660 FEET EAST OF A SHARPE TURN TO THE NORTH, 120
 ES0461'FEET EAST OF AN OLD ROAD BED LEADING SOUTH AND 33 FEET SOUTH OF THE
 ES0461'CENTERLINE OF THE HIGHWAY.
 ES0461
 ES0461                          STATION RECOVERY (1982)
 ES0461
 ES0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0461'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0461'1.9 KM (1.2 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0461'IN CAMP VERDE, 0.3 KM (0.2 MI) WEST OF THE HIGHWAY DAPARTMENT
 ES0461'MAINTANCE YARD, 0.2 KM (0.1 MI) EAST OF A VERY SHARP CURVE, 9.1 METERS
 ES0461'(30 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.2 METERS (37 FT) EAST OF A
 ES0461'POWER LINE POLE.
 ES0461'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 ES0461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0154 ***********************************************************************
 DA0154  DESIGNATION -  U 300
 DA0154  PID         -  DA0154
 DA0154  STATE/COUNTY-  AZ/MARICOPA
 DA0154  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0154
 DA0154                         *CURRENT SURVEY CONTROL
 DA0154  ___________________________________________________________________
 DA0154* NAD 83(1986)-  32 49 43.     (N)    112 14 46.     (W)     SCALED    
 DA0154* NAVD 88     -       538.16   (+/-2cm)    1765.6    (feet)  VERTCON   
 DA0154  ___________________________________________________________________
 DA0154  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0154
 DA0154.The horizontal coordinates were scaled from a topographic map and have
 DA0154.an estimated accuracy of +/- 6 seconds.
 DA0154
 DA0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0154.The vertical order pertains to the NGVD 29 superseded value.
 DA0154
 DA0154.The geoid height was determined by GEOID03.
 DA0154
 DA0154;                    North         East    Units  Estimated Accuracy
 DA0154;SPC AZ C     -   202,790.      182,520.      MT  (+/- 180 meters Scaled)
 DA0154
 DA0154                          SUPERSEDED SURVEY CONTROL
 DA0154
 DA0154  NGVD 29 (??/??/92)  537.517  (m)         1763.50   (f) ADJ UNCH    2 0
 DA0154
 DA0154.Superseded values are not recommended for survey control.
 DA0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0154.See file dsdata.txt to determine how the superseded data were derived.
 DA0154
 DA0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB833329(NAD 83)
 DA0154_MARKER: DB = BENCH MARK DISK
 DA0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0154_STAMPING: U 300 1952
 DA0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0154+STABILITY: SURFACE MOTION
 DA0154
 DA0154  HISTORY     - Date     Condition        Report By
 DA0154  HISTORY     - 1952     MONUMENTED       CGS
 DA0154
 DA0154                          STATION DESCRIPTION
 DA0154
 DA0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0154'29.1 MI E FROM GELA BEND.
 DA0154'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 DA0154'COMPANY RAILROAD STATION AT GELA BEND, THENCE 0.9 MILE SOUTH ALONG A
 DA0154'DIM TRACK ROAD, AT A SMALL GRAVEL CLEARING, SURROUNDED WITH
 DA0154'GREASEWOOD, ABOUT 295 YARDS EAST OF THE EAST EDGE OF V E K O L WASH,
 DA0154'29 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 2.0 FEET WEST OF A
 DA0154'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 DA0154'FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0411 ***********************************************************************
 CG0411  DESIGNATION -  U 301
 CG0411  PID         -  CG0411
 CG0411  STATE/COUNTY-  AZ/PIMA
 CG0411  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0411
 CG0411                         *CURRENT SURVEY CONTROL
 CG0411  ___________________________________________________________________
 CG0411* NAD 83(1986)-  31 55 00.     (N)    111 23 27.     (W)     SCALED    
 CG0411* NAVD 88     -       869.72   (+/-2cm)    2853.4    (feet)  VERTCON   
 CG0411  ___________________________________________________________________
 CG0411  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CG0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0411
 CG0411.The horizontal coordinates were scaled from a topographic map and have
 CG0411.an estimated accuracy of +/- 6 seconds.
 CG0411
 CG0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0411.The vertical order pertains to the NGVD 29 superseded value.
 CG0411
 CG0411.The geoid height was determined by GEOID03.
 CG0411
 CG0411;                    North         East    Units  Estimated Accuracy
 CG0411;SPC AZ C     -   101,750.      263,090.      MT  (+/- 180 meters Scaled)
 CG0411
 CG0411                          SUPERSEDED SURVEY CONTROL
 CG0411
 CG0411  NGVD 29 (??/??/92)  868.996  (m)         2851.03   (f) ADJ UNCH    2 0
 CG0411
 CG0411.Superseded values are not recommended for survey control.
 CG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0411.See file dsdata.txt to determine how the superseded data were derived.
 CG0411
 CG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA630312(NAD 83)
 CG0411_MARKER: DB = BENCH MARK DISK
 CG0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0411_STAMPING: U 301 1951
 CG0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0411+STABILITY: SURFACE MOTION
 CG0411
 CG0411  HISTORY     - Date     Condition        Report By
 CG0411  HISTORY     - 1951     MONUMENTED       CGS
 CG0411  HISTORY     - 1974     GOOD             USGS
 CG0411  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0411
 CG0411                          STATION DESCRIPTION
 CG0411
 CG0411'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0411'12.74 MI S FROM THREE POINTS.
 CG0411'12.74 MILES SOUTH OF THE Y JUNCTION AND STATION AT THREE POINTS ALONG
 CG0411'A PAVED ROAD LEADING SOUTH TO SASABE, 125 FEET SOUTHWEST OF THE CENTER
 CG0411'OF THE ROAD AND CRAIN CROSSING, 85 FEET WEST OF THE CENTERLINE OF THE
 CG0411'HIGHWAY 2.1 FEET SOUTH OF THE WITNESS POST, 4.6 FEET LOWER THAN THE
 CG0411'ROAD.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CG0411'THE GROUND.
 CG0411
 CG0411                          STATION RECOVERY (2001)
 CG0411
 CG0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0717 ***********************************************************************
 CG0717  DESIGNATION -  U 302
 CG0717  PID         -  CG0717
 CG0717  STATE/COUNTY-  AZ/PIMA
 CG0717  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0717
 CG0717                         *CURRENT SURVEY CONTROL
 CG0717  ___________________________________________________________________
 CG0717* NAD 83(1986)-  31 34 02.     (N)    111 34 42.     (W)     SCALED    
 CG0717* NAVD 88     -      1137.82   (+/-2cm)    3733.0    (feet)  VERTCON   
 CG0717  ___________________________________________________________________
 CG0717  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0717
 CG0717.The horizontal coordinates were scaled from a topographic map and have
 CG0717.an estimated accuracy of +/- 6 seconds.
 CG0717
 CG0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0717.The vertical order pertains to the NGVD 29 superseded value.
 CG0717
 CG0717.The geoid height was determined by GEOID03.
 CG0717
 CG0717;                    North         East    Units  Estimated Accuracy
 CG0717;SPC AZ C     -    62,930.      245,480.      MT  (+/- 180 meters Scaled)
 CG0717
 CG0717                          SUPERSEDED SURVEY CONTROL
 CG0717
 CG0717  NGVD 29 (??/??/92) 1137.018  (m)         3730.37   (f) ADJ UNCH    2 0
 CG0717
 CG0717.Superseded values are not recommended for survey control.
 CG0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0717.See file dsdata.txt to determine how the superseded data were derived.
 CG0717
 CG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV451926(NAD 83)
 CG0717_MARKER: DB = BENCH MARK DISK
 CG0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0717_STAMPING: U 302 1951
 CG0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0717+STABILITY: SURFACE MOTION
 CG0717
 CG0717  HISTORY     - Date     Condition        Report By
 CG0717  HISTORY     - 1951     MONUMENTED       CGS
 CG0717  HISTORY     - 1975     GOOD             USGS
 CG0717
 CG0717                          STATION DESCRIPTION
 CG0717
 CG0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0717'7.8 MI NW FROM SASABE.
 CG0717'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0717'SASABE, THENCE 3 MILES WEST ALONG A DIRT ROAD, 0.45 MILE WEST OF A
 CG0717'GATE AND FENCE LINE, 33 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CG0717'1.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0717'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0717
 CG0717                          STATION RECOVERY (1975)
 CG0717
 CG0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0717'SASABE, 3.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO X-RDS.,
 CG0717'THENCE 2.7 MI W. ALONG MAIN RD. TO T-RD. N., THENCE 1.6 MI N. ALONG
 CG0717'DIRT RD. 33 FT N. OF CENTERLINE OF RD. SET IN TOP OF CONCRETE POST
 CG0717'0.3 FT ABOVE RD. STANDARD DISK STAMPED U 302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1344 ***********************************************************************
 CZ1344  DESIGNATION -  U 304
 CZ1344  PID         -  CZ1344
 CZ1344  STATE/COUNTY-  AZ/PINAL
 CZ1344  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1344
 CZ1344                         *CURRENT SURVEY CONTROL
 CZ1344  ___________________________________________________________________
 CZ1344* NAD 83(1986)-  32 40 33.     (N)    111 30 56.     (W)     SCALED    
 CZ1344* NAVD 88     -       501.08   (+/-2cm)    1644.0    (feet)  VERTCON   
 CZ1344  ___________________________________________________________________
 CZ1344  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1344
 CZ1344.The horizontal coordinates were scaled from a topographic map and have
 CZ1344.an estimated accuracy of +/- 6 seconds.
 CZ1344
 CZ1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1344.The vertical order pertains to the NGVD 29 superseded value.
 CZ1344
 CZ1344.The geoid height was determined by GEOID03.
 CZ1344
 CZ1344;                    North         East    Units  Estimated Accuracy
 CZ1344;SPC AZ C     -   185,880.      250,980.      MT  (+/- 180 meters Scaled)
 CZ1344
 CZ1344                          SUPERSEDED SURVEY CONTROL
 CZ1344
 CZ1344  NGVD 29 (??/??/92)  500.521  (m)         1642.13   (f) ADJ UNCH    2 0
 CZ1344
 CZ1344.Superseded values are not recommended for survey control.
 CZ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1344.See file dsdata.txt to determine how the superseded data were derived.
 CZ1344
 CZ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516154(NAD 83)
 CZ1344_MARKER: DB = BENCH MARK DISK
 CZ1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1344_STAMPING: U 304 1951
 CZ1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1344+STABILITY: SURFACE MOTION
 CZ1344
 CZ1344  HISTORY     - Date     Condition        Report By
 CZ1344  HISTORY     - 1951     MONUMENTED       CGS
 CZ1344  HISTORY     - 1968     GOOD             NGS
 CZ1344  HISTORY     - 19920219 MARK NOT FOUND   NGS
 CZ1344
 CZ1344                          STATION DESCRIPTION
 CZ1344
 CZ1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1344'3.7 MI S FROM PICACHO.
 CZ1344'2.7 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ1344'RAILROAD STATION AT PICACHO, THENCE 1 MILE WEST ALONG HARMON ROAD,
 CZ1344'ABOUT 80 YARDS SOUTHEAST OF A RIGHT ANGLE IN A CONCRETE IRRIGATION
 CZ1344'DITCH, AT THE Y JUNCTION OF AN ABANDONED GRADED ROAD LEADING
 CZ1344'SOUTHEAST, 47 FEET NORTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD,
 CZ1344'41 FEET SOUTH OF THE CENTER LINE OF HARMON ROAD, 2.2 FEET SOUTH OF A
 CZ1344'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CZ1344'GROUND, AND ABOUT LEVEL WITH THE ROADS.
 CZ1344
 CZ1344                          STATION RECOVERY (1968)
 CZ1344
 CZ1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ1344'RECOVERED IN GOOD CONDITION.
 CZ1344
 CZ1344                          STATION RECOVERY (1992)
 CZ1344
 CZ1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1344'THE MONUMENT WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
 CZ1344'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0761 ***********************************************************************
 CG0761  DESIGNATION -  U 305
 CG0761  PID         -  CG0761
 CG0761  STATE/COUNTY-  AZ/PIMA
 CG0761  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0761
 CG0761                         *CURRENT SURVEY CONTROL
 CG0761  ___________________________________________________________________
 CG0761* NAD 83(1986)-  31 37 11.     (N)    111 43 39.     (W)     SCALED    
 CG0761* NAVD 88     -       813.66   (+/-2cm)    2669.5    (feet)  VERTCON   
 CG0761  ___________________________________________________________________
 CG0761  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0761
 CG0761.The horizontal coordinates were scaled from a topographic map and have
 CG0761.an estimated accuracy of +/- 6 seconds.
 CG0761
 CG0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0761.The vertical order pertains to the NGVD 29 superseded value.
 CG0761
 CG0761.The geoid height was determined by GEOID03.
 CG0761
 CG0761;                    North         East    Units  Estimated Accuracy
 CG0761;SPC AZ C     -    68,720.      231,310.      MT  (+/- 180 meters Scaled)
 CG0761
 CG0761                          SUPERSEDED SURVEY CONTROL
 CG0761
 CG0761  NGVD 29 (??/??/92)  812.907  (m)         2667.01   (f) ADJ UNCH    2 0
 CG0761
 CG0761.Superseded values are not recommended for survey control.
 CG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0761.See file dsdata.txt to determine how the superseded data were derived.
 CG0761
 CG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV310985(NAD 83)
 CG0761_MARKER: DB = BENCH MARK DISK
 CG0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0761_STAMPING: U 305 1952
 CG0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0761+STABILITY: SURFACE MOTION
 CG0761
 CG0761  HISTORY     - Date     Condition        Report By
 CG0761  HISTORY     - 1952     MONUMENTED       CGS
 CG0761
 CG0761                          STATION DESCRIPTION
 CG0761
 CG0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0761'3.45 MI E FROM SAN MIGUEL.
 CG0761'3.45 MILES EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION
 CG0761'SCHOOL AT SAN MIGUEL, 1 MILE SOUTH OF B.M. A 123, 0.35 MILE NORTHEAST
 CG0761'OF AN INTERSECTION OF A TRACK ROAD LEADING SOUTHEAST, 51 1/2 FEET
 CG0761'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST OF A WITNESS
 CG0761'POST, AND ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 CG0761'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0707 ***********************************************************************
 CG0707  DESIGNATION -  U 306
 CG0707  PID         -  CG0707
 CG0707  STATE/COUNTY-  AZ/PIMA
 CG0707  USGS QUAD   -  CAPONERA PEAK (1982)
 CG0707
 CG0707                         *CURRENT SURVEY CONTROL
 CG0707  ___________________________________________________________________
 CG0707* NAD 83(1986)-  31 31 00.     (N)    111 39 04.     (W)     SCALED    
 CG0707* NAVD 88     -       940.28   (+/-2cm)    3084.9    (feet)  VERTCON   
 CG0707  ___________________________________________________________________
 CG0707  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 CG0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0707
 CG0707.The horizontal coordinates were scaled from a topographic map and have
 CG0707.an estimated accuracy of +/- 6 seconds.
 CG0707
 CG0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0707.The vertical order pertains to the NGVD 29 superseded value.
 CG0707
 CG0707.The geoid height was determined by GEOID03.
 CG0707
 CG0707;                    North         East    Units  Estimated Accuracy
 CG0707;SPC AZ C     -    57,310.      238,580.      MT  (+/- 180 meters Scaled)
 CG0707
 CG0707                          SUPERSEDED SURVEY CONTROL
 CG0707
 CG0707  NGVD 29 (??/??/92)  939.508  (m)         3082.37   (f) ADJ UNCH    2 0
 CG0707
 CG0707.Superseded values are not recommended for survey control.
 CG0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0707.See file dsdata.txt to determine how the superseded data were derived.
 CG0707
 CG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV381870(NAD 83)
 CG0707_MARKER: DB = BENCH MARK DISK
 CG0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0707_STAMPING: U 306 1952
 CG0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0707+STABILITY: SURFACE MOTION
 CG0707
 CG0707  HISTORY     - Date     Condition        Report By
 CG0707  HISTORY     - 1952     MONUMENTED       CGS
 CG0707  HISTORY     - 1975     GOOD             USGS
 CG0707
 CG0707                          STATION DESCRIPTION
 CG0707
 CG0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0707'14.5 MI SE FROM SAN MIGUEL.
 CG0707'4.3 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AND MISSION AT SAN
 CG0707'MIGUEL, THENCE 10.2 MILES SOUTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD,
 CG0707'AT MEXICO BORDER, 0.4 MILE SOUTHEAST OF THE UNITED STATES CUSTOM
 CG0707'HOUSE, ON THE OUTSIDE OF A CURVE, 83.8 FEET SOUTH ACROSS THE ROAD FROM
 CG0707'THE USGS CHISELED SQUARE, 33.7 FEET NORTHEAST OF A WIRE FENCE
 CG0707'(BOUNDARY LINE OF THE UNITED STATES AND MEXICO), 34.0 FEET SOUTH OF
 CG0707'THE CENTER LINE OF THE ROAD, 9 FEET WEST OF A WITNESS POST, SET IN THE
 CG0707'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0707
 CG0707                          STATION RECOVERY (1975)
 CG0707
 CG0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0707'SAN MIGUEL, 4.3 MI E. OF ALONG GRAVEL RD. FROM SCHOOL AND MISSION,
 CG0707'THENCE 7.6 MI S. ALONG DIRT AND MAIN RD. TO RD. JUNCTION, THENCE 2.6
 CG0707'MI E. (0.4 MI SE. OF BUENOS AIRES) ALONG US-MEXICO BORDER. 33 FT N.
 CG0707'OF BOUNDARY FENCE, 20 FT N. OF CENTERLINE OF RD. SET IN TOP OF
 CG0707'CONCRETE POST 0.4 FT HIGHER THAN RD. STANDARD DISK STAMPED U 306
 CG0707'1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0850 ***********************************************************************
 DA0850  DESIGNATION -  U 307
 DA0850  PID         -  DA0850
 DA0850  STATE/COUNTY-  AZ/PIMA
 DA0850  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0850
 DA0850                         *CURRENT SURVEY CONTROL
 DA0850  ___________________________________________________________________
 DA0850* NAD 83(1986)-  32 04 24.     (N)    113 00 51.     (W)     SCALED    
 DA0850* NAVD 88     -       389.35   (+/-2cm)    1277.4    (feet)  VERTCON   
 DA0850  ___________________________________________________________________
 DA0850  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DA0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0850
 DA0850.The horizontal coordinates were scaled from a topographic map and have
 DA0850.an estimated accuracy of +/- 6 seconds.
 DA0850
 DA0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0850.The vertical order pertains to the NGVD 29 superseded value.
 DA0850
 DA0850.The geoid height was determined by GEOID03.
 DA0850
 DA0850;                    North         East    Units  Estimated Accuracy
 DA0850;SPC AZ C     -   119,530.      109,740.      MT  (+/- 180 meters Scaled)
 DA0850
 DA0850                          SUPERSEDED SURVEY CONTROL
 DA0850
 DA0850  NGVD 29 (??/??/92)  388.640  (m)         1275.06   (f) ADJ UNCH    2 0
 DA0850
 DA0850.Superseded values are not recommended for survey control.
 DA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0850.See file dsdata.txt to determine how the superseded data were derived.
 DA0850
 DA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA098503(NAD 83)
 DA0850_MARKER: DB = BENCH MARK DISK
 DA0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0850_STAMPING: U 307 1952
 DA0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0850+STABILITY: SURFACE MOTION
 DA0850
 DA0850  HISTORY     - Date     Condition        Report By
 DA0850  HISTORY     - 1952     MONUMENTED       CGS
 DA0850
 DA0850                          STATION DESCRIPTION
 DA0850
 DA0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0850'25.05 MI NW FROM LUKEVILLE.
 DA0850'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0850'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 DA0850'JUNCTION, THENCE 10.05 MILES NORTH ALONG THE BATES WELL ROAD, 346 FEET
 DA0850'NORTHWEST OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD, 37
 DA0850'1/2 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3.6 FEET SOUTHEAST
 DA0850'OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT
 DA0850'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0443 ***********************************************************************
 DA0443  DESIGNATION -  U 308
 DA0443  PID         -  DA0443
 DA0443  STATE/COUNTY-  AZ/PIMA
 DA0443  USGS QUAD   -  KINO PEAK (1990)
 DA0443
 DA0443                         *CURRENT SURVEY CONTROL
 DA0443  ___________________________________________________________________
 DA0443* NAD 83(1986)-  32 01 44.     (N)    112 57 21.     (W)     SCALED    
 DA0443* NAVD 88     -       444.89   (+/-2cm)    1459.6    (feet)  VERTCON   
 DA0443  ___________________________________________________________________
 DA0443  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DA0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0443
 DA0443.The horizontal coordinates were scaled from a topographic map and have
 DA0443.an estimated accuracy of +/- 6 seconds.
 DA0443
 DA0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0443.The vertical order pertains to the NGVD 29 superseded value.
 DA0443
 DA0443.The geoid height was determined by GEOID03.
 DA0443
 DA0443;                    North         East    Units  Estimated Accuracy
 DA0443;SPC AZ C     -   114,540.      115,200.      MT  (+/- 180 meters Scaled)
 DA0443
 DA0443                          SUPERSEDED SURVEY CONTROL
 DA0443
 DA0443  NGVD 29 (??/??/92)  444.179  (m)         1457.28   (f) ADJ UNCH    2 0
 DA0443
 DA0443.Superseded values are not recommended for survey control.
 DA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0443.See file dsdata.txt to determine how the superseded data were derived.
 DA0443
 DA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA153453(NAD 83)
 DA0443_MARKER: DB = BENCH MARK DISK
 DA0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0443_STAMPING: U 308 1952
 DA0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0443+STABILITY: SURFACE MOTION
 DA0443
 DA0443  HISTORY     - Date     Condition        Report By
 DA0443  HISTORY     - 1952     MONUMENTED       CGS
 DA0443
 DA0443                          STATION DESCRIPTION
 DA0443
 DA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0443'23.15 MI NW FROM LUKEVILLE.
 DA0443'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0443'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0443'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA0443'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0443'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, AT THE JUNCTION OF
 DA0443'A TRACK ROAD LEADING NORTH THRU GROWLER CANYON AND NORTHEAST TO
 DA0443'DRIPPING SPRINGS, LINE TURNS NORTH ALONG A ROAD THRU GROWLER CANYON,
 DA0443'47 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING TO DRIPPING
 DA0443'SPRINGS, 32 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH
 DA0443'THRU GROWLER CANYON, 2 FEET WEST OF THE WITNESS POST, AND ABOUT LEVEL
 DA0443'WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0403 ***********************************************************************
 DA0403  DESIGNATION -  U 309
 DA0403  PID         -  DA0403
 DA0403  STATE/COUNTY-  AZ/PIMA
 DA0403  USGS QUAD   -  GUNSIGHT (1990)
 DA0403
 DA0403                         *CURRENT SURVEY CONTROL
 DA0403  ___________________________________________________________________
 DA0403* NAD 83(1986)-  32 11 52.     (N)    112 40 01.     (W)     SCALED    
 DA0403* NAVD 88     -       626.78   (+/-2cm)    2056.4    (feet)  VERTCON   
 DA0403  ___________________________________________________________________
 DA0403  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DA0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0403
 DA0403.The horizontal coordinates were scaled from a topographic map and have
 DA0403.an estimated accuracy of +/- 6 seconds.
 DA0403
 DA0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0403.The vertical order pertains to the NGVD 29 superseded value.
 DA0403
 DA0403.The geoid height was determined by GEOID03.
 DA0403
 DA0403;                    North         East    Units  Estimated Accuracy
 DA0403;SPC AZ C     -   133,040.      142,620.      MT  (+/- 180 meters Scaled)
 DA0403
 DA0403                          SUPERSEDED SURVEY CONTROL
 DA0403
 DA0403  NGVD 29 (??/??/92)  626.048  (m)         2053.96   (f) ADJ UNCH    2 0
 DA0403
 DA0403.Superseded values are not recommended for survey control.
 DA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0403.See file dsdata.txt to determine how the superseded data were derived.
 DA0403
 DA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA428635(NAD 83)
 DA0403_MARKER: DB = BENCH MARK DISK
 DA0403_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DA0403_SP_SET: ROCK OUTCROP
 DA0403_STAMPING: U 309 1952
 DA0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0403
 DA0403  HISTORY     - Date     Condition        Report By
 DA0403  HISTORY     - 1952     MONUMENTED       CGS
 DA0403  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0403
 DA0403                          STATION DESCRIPTION
 DA0403
 DA0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0403'18.35 MI SE FROM AJO.
 DA0403'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0403'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 16.35 MILES SOUTHEAST
 DA0403'ALONG HIGHWAY 86 TO AN INTERSECTION, THENCE 1.85 MILES SOUTH ALONG A
 DA0403'ROAD LEADING SOUTH TO KERWOO, 0.15 MILE NORTHWEST OF A CATTLE GUARD
 DA0403'ACROSS THE ROAD AND FENCE LINE, SET IN THE TOP OF THE CENTER OF A
 DA0403'LARGE OUTCROP (LAVA) AT THE EDGE OF THE ROAD, AND AT THE NORTHEAST END
 DA0403'OF A ROCKY POINT, AND ABOUT 1/2 WAY BETWEEN TURNS IN THE ROAD, 96.3
 DA0403'FEET SOUTHEAST OF A TELEPHONE POLE WHERE THE TELEPHONE LINE CROSSES
 DA0403'THE ROAD, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 DA0403'1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS
 DA0403'B M.
 DA0403
 DA0403                          STATION RECOVERY (1999)
 DA0403
 DA0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0501 ***********************************************************************
 ES0501  DESIGNATION -  U 31
 ES0501  PID         -  ES0501
 ES0501  STATE/COUNTY-  AZ/COCONINO
 ES0501  USGS QUAD   -  MUNDS PARK (1974)
 ES0501
 ES0501                         *CURRENT SURVEY CONTROL
 ES0501  ___________________________________________________________________
 ES0501* NAD 83(1986)-  34 53 19.     (N)    111 44 32.     (W)     SCALED    
 ES0501* NAVD 88     -      1372.269  (meters)    4502.19   (feet)  ADJUSTED  
 ES0501  ___________________________________________________________________
 ES0501  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ES0501  DYNAMIC HT  -        1370.486 (meters)    4496.34  (feet)  COMP
 ES0501  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 ES0501
 ES0501  VERT ORDER  -  FIRST     CLASS II
 ES0501
 ES0501.The horizontal coordinates were scaled from a topographic map and have
 ES0501.an estimated accuracy of +/- 6 seconds.
 ES0501
 ES0501.The orthometric height was determined by differential leveling
 ES0501.and adjusted in June 1991.
 ES0501
 ES0501.The geoid height was determined by GEOID03.
 ES0501
 ES0501.The dynamic height is computed by dividing the NAVD 88
 ES0501.geopotential number by the normal gravity value computed on the
 ES0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0501.degrees latitude (g = 980.6199 gals.).
 ES0501
 ES0501.The modeled gravity was interpolated from observed gravity values.
 ES0501
 ES0501;                    North         East    Units  Estimated Accuracy
 ES0501;SPC AZ C     -   431,230.      229,310.      MT  (+/- 180 meters Scaled)
 ES0501
 ES0501                          SUPERSEDED SURVEY CONTROL
 ES0501
 ES0501  NGVD 29 (??/??/92) 1371.440  (m)         4499.47   (f) ADJ UNCH    1 2
 ES0501
 ES0501.Superseded values are not recommended for survey control.
 ES0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0501.See file dsdata.txt to determine how the superseded data were derived.
 ES0501
 ES0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD321609(NAD 83)
 ES0501_MARKER: DB = BENCH MARK DISK
 ES0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0501_SP_SET: RAVINE
 ES0501_MARK LOGO: CGS   
 ES0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0501
 ES0501  HISTORY     - Date     Condition        Report By
 ES0501  HISTORY     - UNK      MONUMENTED       CGS
 ES0501  HISTORY     - 1933     GOOD             NGS
 ES0501  HISTORY     - 1982     GOOD             NGS
 ES0501
 ES0501                          STATION DESCRIPTION
 ES0501
 ES0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0501'2.3 MI N FROM SEDONA.
 ES0501'AT SIDE OF HIGHWAY, 0.3 MILES WEST OF OAK CREEK CANYON, ON SOUTH SIDE
 ES0501'OF TRIBUTARY RAVINE, 30 FEET WEST OF HIGHWAY BRIDGE, 3 FEET ABOVE
 ES0501'GRADE, IN VERTICAL FACE OF SANDSTONE PAINTED WHITE B.M.
 ES0501
 ES0501                          STATION RECOVERY (1982)
 ES0501
 ES0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0501'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0501'3.0 KM (1.9 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0501'OFFICE IN SEDONA, VERTICAL IN THE EAST FACE OF A SANDSTONE OUTCROP AT
 ES0501'THE WEST ABANDON ABUTMENT FOR THE OLD HIGHWAY GRADE, 9.1 METERS (30.0
 ES0501'FT) WEST OF THE OLD ABUTMENT, 3.6 METERS (12.0 FT) WEST OF A TRAIL
 ES0501'LEADING UP WILSON CANYON.
 ES0501'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0279 ***********************************************************************
 DA0279  DESIGNATION -  U 310
 DA0279  PID         -  DA0279
 DA0279  STATE/COUNTY-  AZ/PIMA
 DA0279  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0279
 DA0279                         *CURRENT SURVEY CONTROL
 DA0279  ___________________________________________________________________
 DA0279* NAD 83(1986)-  32 21 16.     (N)    112 08 31.     (W)     SCALED    
 DA0279* NAVD 88     -       608.79   (+/-2cm)    1997.3    (feet)  VERTCON   
 DA0279  ___________________________________________________________________
 DA0279  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DA0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0279
 DA0279.The horizontal coordinates were scaled from a topographic map and have
 DA0279.an estimated accuracy of +/- 6 seconds.
 DA0279
 DA0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0279.The vertical order pertains to the NGVD 29 superseded value.
 DA0279
 DA0279.The geoid height was determined by GEOID03.
 DA0279
 DA0279;                    North         East    Units  Estimated Accuracy
 DA0279;SPC AZ C     -   150,190.      192,160.      MT  (+/- 180 meters Scaled)
 DA0279
 DA0279                          SUPERSEDED SURVEY CONTROL
 DA0279
 DA0279  NGVD 29 (??/??/92)  608.138  (m)         1995.20   (f) ADJ UNCH    2 0
 DA0279
 DA0279.Superseded values are not recommended for survey control.
 DA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0279.See file dsdata.txt to determine how the superseded data were derived.
 DA0279
 DA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA925802(NAD 83)
 DA0279_MARKER: DB = BENCH MARK DISK
 DA0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0279_STAMPING: U 310 1952
 DA0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0279+STABILITY: SURFACE MOTION
 DA0279
 DA0279  HISTORY     - Date     Condition        Report By
 DA0279  HISTORY     - 1952     MONUMENTED       CGS
 DA0279
 DA0279                          STATION DESCRIPTION
 DA0279
 DA0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0279'6.5 MI NW FROM SANTA ROSA.
 DA0279'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0279'SANTA ROSA, THENCE 4.9 MILES WEST ALONG A GRADED ROAD 0.35 MILE WEST
 DA0279'OF A CURVE IN THE ROAD, AT A POINT WHERE A NORTHEAST-SOUTHWEST
 DA0279'DRAINAGE DITCH CROSSES UNDER A TELEPHONE LINE, IN LINE WITH THE
 DA0279'TELEPHONE LINE, 56 FEET NORTH OF THE CENTER LINE OF AND ABOUT LEVEL
 DA0279'WITH THE ROAD, 6.7 FEET NORTH OF THE CENTER LINE OF THE DRAINAGE
 DA0279'DITCH, 3.5 FEET EAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS
 DA0279'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DA0279'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0194 ***********************************************************************
 DA0194  DESIGNATION -  U 311
 DA0194  PID         -  DA0194
 DA0194  STATE/COUNTY-  AZ/PINAL
 DA0194  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0194
 DA0194                         *CURRENT SURVEY CONTROL
 DA0194  ___________________________________________________________________
 DA0194* NAD 83(1986)-  32 35 00.     (N)    112 11 57.     (W)     SCALED    
 DA0194* NAVD 88     -       614.73   (+/-2cm)    2016.8    (feet)  VERTCON   
 DA0194  ___________________________________________________________________
 DA0194  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0194
 DA0194.The horizontal coordinates were scaled from a topographic map and have
 DA0194.an estimated accuracy of +/- 6 seconds.
 DA0194
 DA0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0194.The vertical order pertains to the NGVD 29 superseded value.
 DA0194
 DA0194.The geoid height was determined by GEOID03.
 DA0194
 DA0194;                    North         East    Units  Estimated Accuracy
 DA0194;SPC AZ C     -   175,580.      186,840.      MT  (+/- 180 meters Scaled)
 DA0194
 DA0194                          SUPERSEDED SURVEY CONTROL
 DA0194
 DA0194  NGVD 29 (??/??/92)  614.058  (m)         2014.62   (f) ADJ UNCH    2 0
 DA0194
 DA0194.Superseded values are not recommended for survey control.
 DA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0194.See file dsdata.txt to determine how the superseded data were derived.
 DA0194
 DA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB874057(NAD 83)
 DA0194_MARKER: DB = BENCH MARK DISK
 DA0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0194_STAMPING: U 311 1952
 DA0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0194+STABILITY: SURFACE MOTION
 DA0194
 DA0194  HISTORY     - Date     Condition        Report By
 DA0194  HISTORY     - 1952     MONUMENTED       CGS
 DA0194
 DA0194                          STATION DESCRIPTION
 DA0194
 DA0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0194'6.8 MI SW FROM BITTER WALL.
 DA0194'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL, THENCE
 DA0194'3.6 MILES SOUTH ALONG A TRACK ROAD, NEAR THE MARICOPA COUNTY LINE, 0.4
 DA0194'MILE NORTHEAST OF A SMALL 30 FOOT HIGH ROCKY HILL, ABOUT 125 YARDS
 DA0194'EAST-SOUTHEAST OF THE NORTH END OF A LEVEE, IN A LARGE WATER SOAKED
 DA0194'CLEARING, 120 FEET SOUTH OF THE CROSSING OF A SMALL WASH AND A ROW OF
 DA0194'MESQUITE TREES, 25 FEET EAST OF THE CENTER LINE OF AND ABOUT LEVEL
 DA0194'WITH THE ROAD, 2.2 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF
 DA0194'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0110 ***********************************************************************
 CZ0110  DESIGNATION -  U 312
 CZ0110  PID         -  CZ0110
 CZ0110  STATE/COUNTY-  AZ/PIMA
 CZ0110  USGS QUAD   -  RINCON PEAK (1981)
 CZ0110
 CZ0110                         *CURRENT SURVEY CONTROL
 CZ0110  ___________________________________________________________________
 CZ0110* NAD 83(1986)-  32 00 24.     (N)    110 36 25.     (W)     SCALED    
 CZ0110* NAVD 88     -      1059.04   (+/-2cm)    3474.5    (feet)  VERTCON   
 CZ0110  ___________________________________________________________________
 CZ0110  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CZ0110  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0110
 CZ0110.The horizontal coordinates were scaled from a topographic map and have
 CZ0110.an estimated accuracy of +/- 6 seconds.
 CZ0110
 CZ0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0110.The vertical order pertains to the NGVD 29 superseded value.
 CZ0110
 CZ0110.The geoid height was determined by GEOID03.
 CZ0110
 CZ0110;                    North         East    Units  Estimated Accuracy
 CZ0110;SPC AZ C     -   112,360.      337,100.      MT  (+/- 180 meters Scaled)
 CZ0110
 CZ0110                          SUPERSEDED SURVEY CONTROL
 CZ0110
 CZ0110  NGVD 29 (??/??/92) 1058.294  (m)         3472.09   (f) ADJ UNCH    1 2
 CZ0110
 CZ0110.Superseded values are not recommended for survey control.
 CZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0110.See file dsdata.txt to determine how the superseded data were derived.
 CZ0110
 CZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA371412(NAD 83)
 CZ0110_MARKER: DB = BENCH MARK DISK
 CZ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0110_STAMPING: U 312 1952
 CZ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0110+STABILITY: SURFACE MOTION
 CZ0110
 CZ0110  HISTORY     - Date     Condition        Report By
 CZ0110  HISTORY     - 1952     MONUMENTED       CGS
 CZ0110
 CZ0110                          STATION DESCRIPTION
 CZ0110
 CZ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0110'1.6 MI NW FROM PANTANO.
 CZ0110'1.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0110'SOUTHERN PACIFIC WATERTANK AT PANTANO, AT A PRIVATE ROAD CROSSING AT
 CZ0110'MILEPOLE 1011, 45.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 13 FEET
 CZ0110'NORTHWEST OF THE CENTERLINE OF THE ROAD, 7.5 FEET EAST OF THE
 CZ0110'MILEPOLE, 2.1 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 2.0
 CZ0110'FEET NORTHEAST OF A WITNESS POST AND SET IN A CONCRETE POST PROJECTING
 CZ0110'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0452 ***********************************************************************
 ES0452  DESIGNATION -  U 313
 ES0452  PID         -  ES0452
 ES0452  STATE/COUNTY-  AZ/YAVAPAI
 ES0452  USGS QUAD   -  ROVER PEAK (1967)
 ES0452
 ES0452                         *CURRENT SURVEY CONTROL
 ES0452  ___________________________________________________________________
 ES0452* NAD 83(1986)-  34 06 38.     (N)    111 46 13.     (W)     SCALED    
 ES0452* NAVD 88     -       934.78   (+/-2cm)    3066.9    (feet)  VERTCON   
 ES0452  ___________________________________________________________________
 ES0452  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 ES0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0452
 ES0452.The horizontal coordinates were scaled from a topographic map and have
 ES0452.an estimated accuracy of +/- 6 seconds.
 ES0452
 ES0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0452.The vertical order pertains to the NGVD 29 superseded value.
 ES0452
 ES0452.The geoid height was determined by GEOID03.
 ES0452
 ES0452;                    North         East    Units  Estimated Accuracy
 ES0452;SPC AZ C     -   344,930.      226,870.      MT  (+/- 180 meters Scaled)
 ES0452
 ES0452                          SUPERSEDED SURVEY CONTROL
 ES0452
 ES0452  NGVD 29 (??/??/92)  934.087  (m)         3064.58   (f) ADJ UNCH    2 0
 ES0452
 ES0452.Superseded values are not recommended for survey control.
 ES0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0452.See file dsdata.txt to determine how the superseded data were derived.
 ES0452
 ES0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC289746(NAD 83)
 ES0452_MARKER: DB = BENCH MARK DISK
 ES0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0452_SP_SET: SANDSTONE WALL
 ES0452_STAMPING: U 313 1952
 ES0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0452
 ES0452  HISTORY     - Date     Condition        Report By
 ES0452  HISTORY     - 1952     MONUMENTED       CGS
 ES0452  HISTORY     - 20070811 MARK NOT FOUND   GEOCAC
 ES0452
 ES0452                          STATION DESCRIPTION
 ES0452
 ES0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0452'36.0 MI SE FROM CORDES.
 ES0452'36.0 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0452'CORDES, 0.45 MILE SOUTHEAST OF THE SUMMIT OF A GRADE, ON THE OUTSIDE
 ES0452'OF A SWITCHBACK CURVE, AT THE CROSSING OF A WASH, IN THE NORTHWEST
 ES0452'BASE OF A MASSIVE SANDSTONE WALL ON THE SOUTHEAST EDGE OF THE WASH, 30
 ES0452'FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT 2 1/2 FEET HIGHER THAN
 ES0452'THE ROAD, AND 30 FEET EAST OF THE CENTER LINE OF A WASH.
 ES0452
 ES0452                          STATION RECOVERY (2007)
 ES0452
 ES0452'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 ES0452'THE ROCK AT THE DESCRIBED LOCATION IS NOT VERY STABLE, AND IS SUBJECT
 ES0452'TO STREAM EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0380 ***********************************************************************
 ES0380  DESIGNATION -  U 314
 ES0380  PID         -  ES0380
 ES0380  STATE/COUNTY-  AZ/YAVAPAI
 ES0380  USGS QUAD   -  TULE MESA (1967)
 ES0380
 ES0380                         *CURRENT SURVEY CONTROL
 ES0380  ___________________________________________________________________
 ES0380* NAD 83(1986)-  34 21 15.     (N)    111 46 16.     (W)     SCALED    
 ES0380* NAVD 88     -      1399.79   (+/-2cm)    4592.5    (feet)  VERTCON   
 ES0380  ___________________________________________________________________
 ES0380  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 ES0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0380
 ES0380.The horizontal coordinates were scaled from a topographic map and have
 ES0380.an estimated accuracy of +/- 6 seconds.
 ES0380
 ES0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0380.The vertical order pertains to the NGVD 29 superseded value.
 ES0380
 ES0380.The geoid height was determined by GEOID03.
 ES0380
 ES0380;                    North         East    Units  Estimated Accuracy
 ES0380;SPC AZ C     -   371,950.      226,750.      MT  (+/- 180 meters Scaled)
 ES0380
 ES0380                          SUPERSEDED SURVEY CONTROL
 ES0380
 ES0380  NGVD 29 (??/??/92) 1399.040  (m)         4590.02   (f) ADJ UNCH    2 0
 ES0380
 ES0380.Superseded values are not recommended for survey control.
 ES0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0380.See file dsdata.txt to determine how the superseded data were derived.
 ES0380
 ES0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD290016(NAD 83)
 ES0380_MARKER: DB = BENCH MARK DISK
 ES0380_SETTING: 80 = SET IN A BOULDER
 ES0380_SP_SET: BOULDER
 ES0380_STAMPING: U 314 1952
 ES0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0380+STABILITY: SURFACE MOTION
 ES0380
 ES0380  HISTORY     - Date     Condition        Report By
 ES0380  HISTORY     - 1952     MONUMENTED       CGS
 ES0380  HISTORY     - 1966     MARK NOT FOUND   USGS
 ES0380
 ES0380                          STATION DESCRIPTION
 ES0380
 ES0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0380'5.0 MI W FROM VERDE HOT SPRINGS.
 ES0380'5.0 MILES WEST ALONG A TRAIL FROM THE VERDE HOT SPRINGS HOTEL, 0.15
 ES0380'MILE EAST OF A WOODEN SHED, ACROSS THE ROAD FROM A DEEP ROCK CULVERT,
 ES0380'IN TOP OF A 7-FOOT BY 7-FOOT BOULDER, 25 FEET SOUTH OF A FENCE LINE,
 ES0380'15 FEET NORTH OF AND ABOUT 1 FOOT LOWER THAN THE TRAIL.
 ES0380
 ES0380                          STATION RECOVERY (1966)
 ES0380
 ES0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0504 ***********************************************************************
 ET0504  DESIGNATION -  U 315
 ET0504  PID         -  ET0504
 ET0504  STATE/COUNTY-  AZ/YAVAPAI
 ET0504  USGS QUAD   -  MOUNT JOSH (1979)
 ET0504
 ET0504                         *CURRENT SURVEY CONTROL
 ET0504  ___________________________________________________________________
 ET0504* NAD 83(1986)-  34 44 34.     (N)    112 40 45.     (W)     SCALED    
 ET0504* NAVD 88     -      1427.836  (meters)    4684.49   (feet)  POSTED    
 ET0504  ___________________________________________________________________
 ET0504  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 ET0504  DYNAMIC HT  -        1425.940 (meters)    4678.27  (feet)  COMP
 ET0504  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 ET0504
 ET0504  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0504
 ET0504.The horizontal coordinates were scaled from a topographic map and have
 ET0504.an estimated accuracy of +/- 6 seconds.
 ET0504
 ET0504.The orthometric height was determined by differential leveling
 ET0504.and adjusted in November 2005.
 ET0504.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0504.rate of 1.1 thru 2.0 mm/km.
 ET0504
 ET0504.The geoid height was determined by GEOID03.
 ET0504
 ET0504.The dynamic height is computed by dividing the NAVD 88
 ET0504.geopotential number by the normal gravity value computed on the
 ET0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0504.degrees latitude (g = 980.6199 gals.).
 ET0504
 ET0504.The modeled gravity was interpolated from observed gravity values.
 ET0504
 ET0504;                    North         East    Units  Estimated Accuracy
 ET0504;SPC AZ C     -   415,310.      143,540.      MT  (+/- 180 meters Scaled)
 ET0504
 ET0504                          SUPERSEDED SURVEY CONTROL
 ET0504
 ET0504  NGVD 29 (??/??/92) 1427.010  (m)         4681.78   (f) ADJ UNCH    2 0
 ET0504
 ET0504.Superseded values are not recommended for survey control.
 ET0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0504.See file dsdata.txt to determine how the superseded data were derived.
 ET0504
 ET0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD462458(NAD 83)
 ET0504_MARKER: DB = BENCH MARK DISK
 ET0504_SETTING: 0 = UNSPECIFIED SETTING
 ET0504_STAMPING: U 315 1952
 ET0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0504
 ET0504  HISTORY     - Date     Condition        Report By
 ET0504  HISTORY     - 1952     MONUMENTED       CGS
 ET0504  HISTORY     - 1974     GOOD             USGS
 ET0504
 ET0504                          STATION DESCRIPTION
 ET0504
 ET0504'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0504'4.6 MI N FROM SKULL VALLEY.
 ET0504'FROM THE PO AT SKULL VALLEY GO NORTH ON THE PAVED RD.  TOWARD PRESCOTT
 ET0504'4.8., GO LEFT ON A GRADED COUNTY RD. 2.9 MI. TO T-RD WEST, GO STRAIGHT
 ET0504'1.0 MI. TO T-RD EAST, GO STRAIGHT 2.8 MI. TO A T-RD TO NE, GO RIGHT
 ET0504'7.3 MI. TO A REVERSE -Y-RD AT A CATTLE GUARD, GO LEFT (SW AND WEST)
 ET0504'2.2 MI. TO CATTLE GUARD.  BM IS 200 FT. SE OF A WINDMILL, 45 FT. SE
 ET0504'CATTLE GUARD AND 13 FT. SW OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0611 ***********************************************************************
 ES0611  DESIGNATION -  U 316
 ES0611  PID         -  ES0611
 ES0611  STATE/COUNTY-  AZ/YAVAPAI
 ES0611  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0611
 ES0611                         *CURRENT SURVEY CONTROL
 ES0611  ___________________________________________________________________
 ES0611* NAD 83(1986)-  34 30 09.     (N)    111 58 34.     (W)     SCALED    
 ES0611* NAVD 88     -      1377.81   (+/-2cm)    4520.4    (feet)  VERTCON   
 ES0611  ___________________________________________________________________
 ES0611  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 ES0611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0611
 ES0611.The horizontal coordinates were scaled from a topographic map and have
 ES0611.an estimated accuracy of +/- 6 seconds.
 ES0611
 ES0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0611.The vertical order pertains to the NGVD 29 superseded value.
 ES0611
 ES0611.The geoid height was determined by GEOID03.
 ES0611
 ES0611;                    North         East    Units  Estimated Accuracy
 ES0611;SPC AZ C     -   388,390.      207,900.      MT  (+/- 180 meters Scaled)
 ES0611
 ES0611                          SUPERSEDED SURVEY CONTROL
 ES0611
 ES0611  NGVD 29 (??/??/92) 1376.993  (m)         4517.68   (f) ADJ UNCH    2 0
 ES0611
 ES0611.Superseded values are not recommended for survey control.
 ES0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0611.See file dsdata.txt to determine how the superseded data were derived.
 ES0611
 ES0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD103183(NAD 83)
 ES0611_MARKER: DB = BENCH MARK DISK
 ES0611_SETTING: 80 = SET IN A BOULDER
 ES0611_SP_SET: BOULDER
 ES0611_STAMPING: U 316 1952
 ES0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0611+STABILITY: SURFACE MOTION
 ES0611
 ES0611  HISTORY     - Date     Condition        Report By
 ES0611  HISTORY     - 1952     MONUMENTED       CGS
 ES0611  HISTORY     - 1960     GOOD             NGS
 ES0611
 ES0611                          STATION DESCRIPTION
 ES0611
 ES0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0611'13.9 MI SE FROM CHERRY.
 ES0611'5.1 MILES SOUTH ALONG THE DEWEY ROAD FROM THE SCHOOL HOUSE AT CHERRY,
 ES0611'THENCE 7.9 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 0.9 MILES SOUTH
 ES0611'ALONG THE FLOWERPOT RANCH ROAD, AT A LARGE PROMINENT GROUP OF
 ES0611'BOULDERS, ON THE NORTH BANK OF THE CIENEGA CREEK, ON TOP AND NEAR THE
 ES0611'WEST END OF A 10-FOOT BY 8-FOOT EMBEDDED BOULDER, 0.3 MILE WEST OF THE
 ES0611'FLOWERPOT RANCH HOUSE, 24 FEET NORTH OF THE NORTH BANK OF THE CREEK,
 ES0611'18 FEET NORTH OF THE CENTER LINE, AND ABOUT 4 FEET HIGHER THAN THE
 ES0611'ROAD.
 ES0611
 ES0611                          STATION RECOVERY (1960)
 ES0611
 ES0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ES0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0290 ***********************************************************************
 ET0290  DESIGNATION -  U 318
 ET0290  PID         -  ET0290
 ET0290  STATE/COUNTY-  AZ/YAVAPAI
 ET0290  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0290
 ET0290                         *CURRENT SURVEY CONTROL
 ET0290  ___________________________________________________________________
 ET0290* NAD 83(1986)-  34 16 09.     (N)    112 06 28.     (W)     SCALED    
 ET0290* NAVD 88     -      1037.11   (+/-2cm)    3402.6    (feet)  VERTCON   
 ET0290  ___________________________________________________________________
 ET0290  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 ET0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0290
 ET0290.The horizontal coordinates were scaled from a topographic map and have
 ET0290.an estimated accuracy of +/- 6 seconds.
 ET0290
 ET0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0290.The vertical order pertains to the NGVD 29 superseded value.
 ET0290
 ET0290.The geoid height was determined by GEOID03.
 ET0290
 ET0290;                    North         East    Units  Estimated Accuracy
 ET0290;SPC AZ C     -   362,530.      195,760.      MT  (+/- 180 meters Scaled)
 ET0290
 ET0290                          SUPERSEDED SURVEY CONTROL
 ET0290
 ET0290  NGVD 29 (??/??/92) 1036.445  (m)         3400.40   (f) ADJ UNCH    2 0
 ET0290
 ET0290.Superseded values are not recommended for survey control.
 ET0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0290.See file dsdata.txt to determine how the superseded data were derived.
 ET0290
 ET0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC980925(NAD 83)
 ET0290_MARKER: DB = BENCH MARK DISK
 ET0290_SETTING: 80 = SET IN A BOULDER
 ET0290_SP_SET: BOULDER
 ET0290_STAMPING: U 318 1952
 ET0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0290+STABILITY: SURFACE MOTION
 ET0290
 ET0290  HISTORY     - Date     Condition        Report By
 ET0290  HISTORY     - 1952     MONUMENTED       CGS
 ET0290  HISTORY     - 1974     GOOD             USGS
 ET0290  HISTORY     - 20080125 GOOD             GEOCAC
 ET0290
 ET0290                          STATION DESCRIPTION
 ET0290
 ET0290'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0290'4.8 MI SE FROM CORDES.
 ET0290'4.8 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE ROAD JUNCTION
 ET0290'AT CORDES, AT THE CROSSING OF A SANDY WASH, IN THE TOP OF A 9-FOOT BY
 ET0290'12-FOOT BOULDER LOCATED ON THE SOUTHEAST EDGE OF THE WASH AND
 ET0290'PROJECTING 3 FEET ABOVE THE WASH BED, 51 1/2 FEET NORTHEAST OF THE
 ET0290'CENTER LINE OF AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND 2 FEET
 ET0290'NORTHEAST OF THE SOUTHWEST EDGE OF THE BOULDER.
 ET0290
 ET0290                          STATION RECOVERY (2008)
 ET0290
 ET0290'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0290'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0290'THE DESCRIPTION - THE MARK IS LOCATED 1.3 MILES SOUTHEAST ALONG BLOODY
 ET0290'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17, SOUTHEAST OF THE
 ET0290'INTERSECTION OF BLM ROUTE 9269 (BLOODY BASIN ROAD) AND BLM ROUTE 9009
 ET0290'(BADGER SPRING WASH). HANDHELD COORDINATES
 ET0290'34 16 09.1 (N)   112 06 28.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0600 ***********************************************************************
 DA0600  DESIGNATION -  U 319
 DA0600  PID         -  DA0600
 DA0600  STATE/COUNTY-  AZ/MARICOPA
 DA0600  USGS QUAD   -  SMURR (1973)
 DA0600
 DA0600                         *CURRENT SURVEY CONTROL
 DA0600  ___________________________________________________________________
 DA0600* NAD 83(1986)-  32 56 20.     (N)    112 45 22.     (W)     SCALED    
 DA0600* NAVD 88     -       220.923  (meters)     724.81   (feet)  ADJUSTED  
 DA0600  ___________________________________________________________________
 DA0600  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0600  DYNAMIC HT  -         220.665 (meters)     723.97  (feet)  COMP
 DA0600  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 DA0600
 DA0600  VERT ORDER  -  FIRST     CLASS II
 DA0600
 DA0600.The horizontal coordinates were scaled from a topographic map and have
 DA0600.an estimated accuracy of +/- 6 seconds.
 DA0600
 DA0600.The orthometric height was determined by differential leveling
 DA0600.and adjusted in June 1991.
 DA0600
 DA0600.The geoid height was determined by GEOID03.
 DA0600
 DA0600.The dynamic height is computed by dividing the NAVD 88
 DA0600.geopotential number by the normal gravity value computed on the
 DA0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0600.degrees latitude (g = 980.6199 gals.).
 DA0600
 DA0600.The modeled gravity was interpolated from observed gravity values.
 DA0600
 DA0600;                    North         East    Units  Estimated Accuracy
 DA0600;SPC AZ C     -   215,290.      134,860.      MT  (+/- 180 meters Scaled)
 DA0600
 DA0600                          SUPERSEDED SURVEY CONTROL
 DA0600
 DA0600  NGVD 29 (??/??/92)  220.354  (m)          722.94   (f) ADJ UNCH    1 2
 DA0600
 DA0600.Superseded values are not recommended for survey control.
 DA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0600.See file dsdata.txt to determine how the superseded data were derived.
 DA0600
 DA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB358458(NAD 83)
 DA0600_MARKER: DB = BENCH MARK DISK
 DA0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0600_SP_SET: BRIDGE
 DA0600_STAMPING: U 319 1952
 DA0600_MARK LOGO: CGS   
 DA0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0600+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DA0600
 DA0600  HISTORY     - Date     Condition        Report By
 DA0600  HISTORY     - 1952     MONUMENTED       CGS
 DA0600  HISTORY     - 1960     GOOD             NGS
 DA0600  HISTORY     - 1980     GOOD             NGS
 DA0600  HISTORY     - 1980     GOOD             NGS
 DA0600  HISTORY     - 20060219 GOOD             USPSQD
 DA0600  HISTORY     - 20070417 GOOD             GEOCAC
 DA0600
 DA0600                          STATION DESCRIPTION
 DA0600
 DA0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0600'2.3 MI W FROM GILA BEND.
 DA0600'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0600'AT GILA BEND TO A RAILROAD BRIDGE, 11 1/2 POLES EAST OF MILE POST 853,
 DA0600'6 FEET NORTH OF THE NORTH RAIL, SET IN A DRILL HOLE IN THE TOP OF THE
 DA0600'NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE AND ABOUT 1 FOOT LOWER THAN
 DA0600'THE TRACK.
 DA0600
 DA0600                          STATION RECOVERY (1980)
 DA0600
 DA0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0600'3.9 KM (2.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0600'MARTIN AVENUE CROSSING IN GILA BEND, 11-1/2 POLES NORTHEAST OF
 DA0600'RAILROAD MILEPOLE 853, SET IN TOP OF THE NORTHWEST END OF THE
 DA0600'SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 853.39, 1.8
 DA0600'METERS (6.0 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0600'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0600
 DA0600                          STATION RECOVERY (1980)
 DA0600
 DA0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0600'3.9 KM (2.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0600'MARTIN AVENUE CROSSING IN GILA BEND, 11-1/2 POLES NORTHEAST OF
 DA0600'RAILROAD MILEPOLE 853, SET IN TOP OF THE NORTHWEST END OF THE
 DA0600'SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 853.39, 1.8
 DA0600'METERS (6.0 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0600'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0600
 DA0600                          STATION RECOVERY (2006)
 DA0600
 DA0600'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0600'RECOVERED AS DESCRIBED.
 DA0600
 DA0600                          STATION RECOVERY (2007)
 DA0600
 DA0600'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0127 ***********************************************************************
 GO0127  DESIGNATION -  U 32
 GO0127  PID         -  GO0127
 GO0127  STATE/COUNTY-  AZ/APACHE
 GO0127  USGS QUAD   -  MANY FARMS (1968)
 GO0127
 GO0127                         *CURRENT SURVEY CONTROL
 GO0127  ___________________________________________________________________
 GO0127* NAD 83(1986)-  36 15 58.     (N)    109 36 01.     (W)     SCALED    
 GO0127* NAVD 88     -      1640.417  (meters)    5381.93   (feet)  ADJUSTED  
 GO0127  ___________________________________________________________________
 GO0127  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GO0127  DYNAMIC HT  -        1638.401 (meters)    5375.32  (feet)  COMP
 GO0127  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 GO0127
 GO0127  VERT ORDER  -  FIRST     CLASS II
 GO0127
 GO0127.The horizontal coordinates were scaled from a topographic map and have
 GO0127.an estimated accuracy of +/- 6 seconds.
 GO0127
 GO0127.The orthometric height was determined by differential leveling
 GO0127.and adjusted in June 1991.
 GO0127
 GO0127.The geoid height was determined by GEOID03.
 GO0127
 GO0127.The dynamic height is computed by dividing the NAVD 88
 GO0127.geopotential number by the normal gravity value computed on the
 GO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0127.degrees latitude (g = 980.6199 gals.).
 GO0127
 GO0127.The modeled gravity was interpolated from observed gravity values.
 GO0127
 GO0127;                    North         East    Units  Estimated Accuracy
 GO0127;SPC AZ E     -   584,190.      264,250.      MT  (+/- 180 meters Scaled)
 GO0127
 GO0127                          SUPERSEDED SURVEY CONTROL
 GO0127
 GO0127  NGVD 29 (??/??/92) 1639.574  (m)         5379.17   (f) ADJ UNCH    1 2
 GO0127
 GO0127.Superseded values are not recommended for survey control.
 GO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0127.See file dsdata.txt to determine how the superseded data were derived.
 GO0127
 GO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF257143(NAD 83)
 GO0127_MARKER: DB = BENCH MARK DISK
 GO0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0127_SP_SET: SANDSTONE WALL
 GO0127_STAMPING: U 32 1933.
 GO0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0127
 GO0127  HISTORY     - Date     Condition        Report By
 GO0127  HISTORY     - 1934     MONUMENTED       CGS
 GO0127  HISTORY     - 1968     GOOD             UTU
 GO0127
 GO0127                          STATION DESCRIPTION
 GO0127
 GO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GO0127'9.4 MI NW FROM CHIN LEE.
 GO0127'9.4 MILES NORTH WEST OF THE POST OFFICE.  ALONG THE CHIN LEE-KAYENTA
 GO0127'ROAD.  AT FRAZERS TRADING POST.  SET VERTICAL IN SOUTH WEST CORNER OF
 GO0127'SAND STONE WALL.  ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 GO0127
 GO0127                          STATION RECOVERY (1968)
 GO0127
 GO0127'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GO0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8620 ***********************************************************************
 DE8620  DESIGNATION -  U 320 RESET
 DE8620  PID         -  DE8620
 DE8620  STATE/COUNTY-  AZ/MARICOPA
 DE8620  USGS QUAD   -  SENTINEL (1986)
 DE8620
 DE8620                         *CURRENT SURVEY CONTROL
 DE8620  ___________________________________________________________________
 DE8620* NAD 83(1986)-  32 51 47.     (N)    113 09 39.     (W)     SCALED    
 DE8620* NAVD 88     -       224.13   (meters)     735.3    (feet)  RESET     
 DE8620  ___________________________________________________________________
 DE8620  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DE8620  VERT ORDER  -  THIRD
 DE8620
 DE8620.The horizontal coordinates were scaled from a topographic map and have
 DE8620.an estimated accuracy of +/- 6 seconds.
 DE8620
 DE8620.The orthometric height was computed from unverified reset data.
 DE8620.No vertical observational check was made to the station.
 DE8620
 DE8620.The geoid height was determined by GEOID03.
 DE8620
 DE8620;                    North         East    Units  Estimated Accuracy
 DE8620;SPC AZ C     -   207,250.       96,920.      MT  (+/- 180 meters Scaled)
 DE8620
 DE8620                          SUPERSEDED SURVEY CONTROL
 DE8620
 DE8620.No superseded survey control is available for this station.
 DE8620
 DE8620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB978381(NAD 83)
 DE8620_MARKER: DV = VERTICAL CONTROL DISK
 DE8620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8620_STAMPING: U 320 RESET 2002
 DE8620_MARK LOGO: NGS   
 DE8620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8620+STABILITY: SURFACE MOTION
 DE8620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8620+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DE8620
 DE8620  HISTORY     - Date     Condition        Report By
 DE8620  HISTORY     - 2002     MONUMENTED       NGS
 DE8620  HISTORY     - 20060128 GOOD             USPSQD
 DE8620  HISTORY     - 20060128 GOOD             USPSQD
 DE8620
 DE8620                          STATION DESCRIPTION
 DE8620
 DE8620'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8620'TO REACH THE STATION GO, 4.6 KN NORHTEAST ALONG THE SOUTHERN, PACIFIC
 DE8620'RAILROAD FROM THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN
 DE8620'SENTINEL, 0.2 KM (0.10 MI) NORTHEAST OF RAILROAD BRIDGE NUMBER 828.93,
 DE8620'AT RAILROAD MILEPOST 829, 34.9 METERS (114.5 FT) NORTHWEST OF THE
 DE8620'NORTHWEST RAIL, 0.9 METERS (3.0 FT) NORTHEAST OF THE MILEPOLE. THE
 DE8620'MARK IS 0.50 METERS (1.64 FT) WEST OF A WHITE CARSONITE POLE WITH A
 DE8620'SURVEY MARKER SIGN.  THE MARK IS 1.10 M (3.61 FT) BELOW THE TRACKS.
 DE8620
 DE8620                          STATION RECOVERY (2006)
 DE8620
 DE8620'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DE8620'RECOVERED AS DESCRIBED.
 DE8620
 DE8620                          STATION RECOVERY (2006)
 DE8620
 DE8620'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DE8620'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1111 ***********************************************************************
 DA1111  DESIGNATION -  U 321
 DA1111  PID         -  DA1111
 DA1111  STATE/COUNTY-  AZ/YUMA
 DA1111  USGS QUAD   -  AZTEC HILLS (1982)
 DA1111
 DA1111                         *CURRENT SURVEY CONTROL
 DA1111  ___________________________________________________________________
 DA1111* NAD 83(1992)-  32 49 04.55098(N)    113 28 57.32947(W)     ADJUSTED  
 DA1111* NAVD 88     -       146.866  (meters)     481.84   (feet)  ADJUSTED  
 DA1111  ___________________________________________________________________
 DA1111  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DA1111  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DA1111  DYNAMIC HT  -         146.699 (meters)     481.30  (feet)  COMP
 DA1111  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 DA1111
 DA1111  HORZ ORDER  -  SECOND
 DA1111  VERT ORDER  -  FIRST     CLASS II
 DA1111
 DA1111.The horizontal coordinates were established by classical geodetic methods
 DA1111.and adjusted by the National Geodetic Survey in August 1993.
 DA1111
 DA1111.The orthometric height was determined by differential leveling
 DA1111.and adjusted in June 1991.
 DA1111
 DA1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1111
 DA1111.The geoid height was determined by GEOID03.
 DA1111
 DA1111.The dynamic height is computed by dividing the NAVD 88
 DA1111.geopotential number by the normal gravity value computed on the
 DA1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1111.degrees latitude (g = 980.6199 gals.).
 DA1111
 DA1111.The modeled gravity was interpolated from observed gravity values.
 DA1111
 DA1111;                    North         East     Units Scale Factor Converg.
 DA1111;SPC AZ W     -   201,599.962   238,399.751   MT  0.99994106   +0 08 41.7
 DA1111;SPC AZ W     -   661,417.20    782,151.41   iFT  0.99994106   +0 08 41.7
 DA1111;SPC AZ C     -   202,647.733    66,726.534   MT  1.00016504   -0 50 55.8
 DA1111;SPC AZ C     -   664,854.77    218,919.07   iFT  1.00016504   -0 50 55.8
 DA1111;UTM  12      - 3,633,833.051   267,581.258   MT  1.00026612   -1 20 45.9
 DA1111
 DA1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1111!SPC AZ W     -   0.99998200  x   0.99994106  =   0.99992306
 DA1111!SPC AZ C     -   0.99998200  x   1.00016504  =   1.00014704
 DA1111!UTM  12      -   0.99998200  x   1.00026612  =   1.00024811
 DA1111
 DA1111                          SUPERSEDED SURVEY CONTROL
 DA1111
 DA1111  NAD 83(1986)-  32 49 04.54541(N)    113 28 57.33552(W) AD(       ) 2
 DA1111  NAD 27      -  32 49 04.37210(N)    113 28 54.64550(W) AD(       ) 2
 DA1111  NGVD 29 (??/??/92)  146.308  (m)          480.01   (f) ADJ UNCH    1 2
 DA1111
 DA1111.Superseded values are not recommended for survey control.
 DA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1111.See file dsdata.txt to determine how the superseded data were derived.
 DA1111
 DA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB6758133833(NAD 83)
 DA1111_MARKER: DB = BENCH MARK DISK
 DA1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1111_STAMPING: U321
 DA1111_MARK LOGO: CGS   
 DA1111_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1111+STABILITY: SURFACE MOTION
 DA1111
 DA1111  HISTORY     - Date     Condition        Report By
 DA1111  HISTORY     - 1960     MONUMENTED       CGS
 DA1111  HISTORY     - 1965     GOOD             USGS
 DA1111  HISTORY     - 1981     GOOD             NGS
 DA1111  HISTORY     - 1981     GOOD             NGS
 DA1111
 DA1111                          STATION DESCRIPTION
 DA1111
 DA1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1111'STATION MARK STAMPED U 321 1952, IS A STANDARD BENCH
 DA1111'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4
 DA1111'INCHES AND IS 14 PACES NORTH OF THE CENTER LINE OF THE SOUTHERN
 DA1111'PACIFIC RAILROAD, 3 FEET EAST OF A RAILROAD MILEPOST 810 AND
 DA1111'2 FEET WEST OF A WOODEN WITNESS POST.
 DA1111'
 DA1111'STATION OBAL IS 5.8 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM
 DA1111'DATELAND, 0.7 MILE EAST OF HIGHWAY MILEPOST 73 AND 92 FEET
 DA1111'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80.
 DA1111
 DA1111                          STATION RECOVERY (1965)
 DA1111
 DA1111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DA1111'5.9 MI E FROM DATELAND.
 DA1111'5.9 MI. ALONG OLD U.S. HWY 80 FROM DATELAND P.O., ON N RAIL 2.8 FT. E
 DA1111'OF RR MILEPOST 810, 3 FT. W FROM A WHITE WOODEN WITNESS POST, 257.7 FT
 DA1111'SW FROM TRIANGULATION STA. OBAL. Y LEVEL CONNECTION MADE BETWEEN OBAL
 DA1111'AND THE BM, TRIANGULATION STA. 0.788 FT. HIGHER IN ELEV.  SET IN A
 DA1111'CYLINDRICAL TOPPED CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
 DA1111
 DA1111                          STATION RECOVERY (1981)
 DA1111
 DA1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1111'3.5 KM (2.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1111'WATER TANK IN AZTEC, 1.0 KM (0.6 MI) SOUTHWEST OF THE JUNCTION OF A
 DA1111'DIRT ROAD LEADING SOUTH ACROSS THE TRACKS, AT RAILROAD MILEPOLE 810,
 DA1111'12.8 M (42.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 62.5 M
 DA1111'(205 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.9 M
 DA1111'(3.0 FT) NORTHEAST OF THE MILEPOLE.
 DA1111'THE MARK IS 09 METERS  NW FROM A WITNESS POST.
 DA1111'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA1111
 DA1111                          STATION RECOVERY (1981)
 DA1111
 DA1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1111'3.5 KM (2.2 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA1111'WATER TANK IN AZTEC, 1.0 KM (0.6 MI) SOUTHWEST OF THE JUNCTION OF A
 DA1111'DIRT ROAD LEADING SOUTH ACROSS THE TRACKS, AT RAILROAD MILEPOLE 810,
 DA1111'12.8 M (42.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 62.5 M
 DA1111'(205 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.9 M
 DA1111'(3.0 FT) NORTHEAST OF THE MILEPOLE.
 DA1111'THE MARK IS 09 METERS  NW FROM A WITNESS POST.
 DA1111'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0184 ***********************************************************************
 DU0184  DESIGNATION -  U 323
 DU0184  PID         -  DU0184
 DU0184  STATE/COUNTY-  AZ/GRAHAM
 DU0184  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0184
 DU0184                         *CURRENT SURVEY CONTROL
 DU0184  ___________________________________________________________________
 DU0184* NAD 83(1986)-  33 19 17.     (N)    110 03 52.     (W)     SCALED    
 DU0184* NAVD 88     -      1550.017  (meters)    5085.35   (feet)  ADJUSTED  
 DU0184  ___________________________________________________________________
 DU0184  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DU0184  DYNAMIC HT  -        1547.763 (meters)    5077.95  (feet)  COMP
 DU0184  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 DU0184
 DU0184  VERT ORDER  -  SECOND    CLASS 0
 DU0184
 DU0184.The horizontal coordinates were scaled from a topographic map and have
 DU0184.an estimated accuracy of +/- 6 seconds.
 DU0184
 DU0184.The orthometric height was determined by differential leveling
 DU0184.and adjusted in June 1991.
 DU0184
 DU0184.The geoid height was determined by GEOID03.
 DU0184
 DU0184.The dynamic height is computed by dividing the NAVD 88
 DU0184.geopotential number by the normal gravity value computed on the
 DU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0184.degrees latitude (g = 980.6199 gals.).
 DU0184
 DU0184.The modeled gravity was interpolated from observed gravity values.
 DU0184
 DU0184;                    North         East    Units  Estimated Accuracy
 DU0184;SPC AZ E     -   257,400.      222,880.      MT  (+/- 180 meters Scaled)
 DU0184
 DU0184                          SUPERSEDED SURVEY CONTROL
 DU0184
 DU0184  NGVD 29 (??/??/92) 1549.320  (m)         5083.06   (f) ADJ UNCH    2 0
 DU0184
 DU0184.Superseded values are not recommended for survey control.
 DU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0184.See file dsdata.txt to determine how the superseded data were derived.
 DU0184
 DU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB870873(NAD 83)
 DU0184_MARKER: DB = BENCH MARK DISK
 DU0184_SETTING: 66 = SET IN ROCK OUTCROP
 DU0184_SP_SET: ROCK OUTCROP
 DU0184_STAMPING: U 323 1952
 DU0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0184+STABILITY: POSITION/ELEVATION WELL
 DU0184
 DU0184  HISTORY     - Date     Condition        Report By
 DU0184  HISTORY     - 1952     MONUMENTED       CGS
 DU0184
 DU0184                          STATION DESCRIPTION
 DU0184
 DU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0184'5.4 MI SW FROM ASH CREEK RANCH.
 DU0184'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0184'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0184'3.0 MILES SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, ABOUT 0.2 MILE
 DU0184'SOUTHWEST OF A POINT WHERE THE ROAD CROSSES A DEEP WASH, ON A
 DU0184'PROMINENT ROCKY POINT, 309 FEET NORTHWEST OF THE CENTERLINE OF THE
 DU0184'ROAD, 115 FEET SOUTHEAST OF A WASH, 5 FEET LOWER THAN THE ROAD, AND
 DU0184'SET IN THE TOP OF A MALPAIS ROCK OUTCROP PROJECTING 2 1/2 FEET ABOVE
 DU0184'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0386 ***********************************************************************
 CY0386  DESIGNATION -  U 324
 CY0386  PID         -  CY0386
 CY0386  STATE/COUNTY-  AZ/COCHISE
 CY0386  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0386
 CY0386                         *CURRENT SURVEY CONTROL
 CY0386  ___________________________________________________________________
 CY0386* NAD 83(1986)-  32 14 30.     (N)    109 50 19.     (W)     SCALED    
 CY0386* NAVD 88     -      1269.464  (meters)    4164.90   (feet)  ADJUSTED  
 CY0386  ___________________________________________________________________
 CY0386  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0386  DYNAMIC HT  -        1267.559 (meters)    4158.65  (feet)  COMP
 CY0386  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 CY0386
 CY0386  VERT ORDER  -  FIRST     CLASS II
 CY0386
 CY0386.The horizontal coordinates were scaled from a topographic map and have
 CY0386.an estimated accuracy of +/- 6 seconds.
 CY0386
 CY0386.The orthometric height was determined by differential leveling
 CY0386.and adjusted in June 1991.
 CY0386
 CY0386.The geoid height was determined by GEOID03.
 CY0386
 CY0386.The dynamic height is computed by dividing the NAVD 88
 CY0386.geopotential number by the normal gravity value computed on the
 CY0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0386.degrees latitude (g = 980.6199 gals.).
 CY0386
 CY0386.The modeled gravity was interpolated from observed gravity values.
 CY0386
 CY0386;                    North         East    Units  Estimated Accuracy
 CY0386;SPC AZ E     -   137,710.      244,270.      MT  (+/- 180 meters Scaled)
 CY0386
 CY0386                          SUPERSEDED SURVEY CONTROL
 CY0386
 CY0386  NGVD 29 (??/??/92) 1268.709  (m)         4162.42   (f) ADJ UNCH    1 2
 CY0386
 CY0386.Superseded values are not recommended for survey control.
 CY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0386.See file dsdata.txt to determine how the superseded data were derived.
 CY0386
 CY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA094678(NAD 83)
 CY0386_MARKER: DB = BENCH MARK DISK
 CY0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0386_STAMPING: U 324 1952
 CY0386_PROJECTION: PROJECTING 6 CENTIMETERS
 CY0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0386+STABILITY: SURFACE MOTION
 CY0386
 CY0386  HISTORY     - Date     Condition        Report By
 CY0386  HISTORY     - 1952     MONUMENTED       CGS
 CY0386  HISTORY     - 1979     GOOD             NGS
 CY0386  HISTORY     - 20051107 MARK NOT FOUND   NGS
 CY0386
 CY0386                          STATION DESCRIPTION
 CY0386
 CY0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0386'0.85 MI SW FROM WILLCOX.
 CY0386'0.85 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0386'THE STATION AT WILLCOX, 0.05 MILE SOUTHWEST OF MILEPOLE NUMBER 1074,
 CY0386'0.05 MILE NORTHEAST OF BRIDGE NUMBER 1073.89, 178 1/2 FEET SOUTHWEST
 CY0386'OF CULVERT NUMBER 1073.96, 72.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CY0386'52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD (OLD HIGHWAY),
 CY0386'1.9 FEET NORTH OF A WITNESS POST, ABOUT 3.0 FEET LOWER THAN THE RAIL,
 CY0386'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CY0386'GROUND.
 CY0386
 CY0386                          STATION RECOVERY (1979)
 CY0386
 CY0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0386'1.3 KILOMETERS (0.8 MILE) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0386'RAILROAD FROM THE STATION IN WILLCOX, 0.1 KILOMETER (0.05 MILE)
 CY0386'SOUTHWEST OF MILE POST 1074 AND THE Y-JUNCTION OF A GRADED ROAD,
 CY0386'0.1 KILOMETER (0.05 MILE) NORTHEAST OF RAILROAD TRESTLE 1073.89, AT
 CY0386'THE NORTHWEST EDGE OF A TRACK ROAD, 22.3 METERS (73 FEET) NORTHWEST
 CY0386'OF THE NORTHWEST RAIL AND 15.7 METERS (51.5 FEET) SOUTHEAST OF THE
 CY0386'CENTERLINE OF A GRADED ROAD.  THE CONCRETE POST IS CHIPPED ON THE
 CY0386'SOUTH SIDE BUT SOLID.
 CY0386'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CY0386'THE MARK IS 1 M BELOW THE RAILS.
 CY0386
 CY0386                          STATION RECOVERY (2005)
 CY0386
 CY0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0386'GRADED ROAD IS EXTENSION OF ARIZONA WAY.  MARK WAS SEARCHED FOR, BUT
 CY0386'NOT FOUND.  IT COULD BE BURIED IN SAND AND WEEDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0311 ***********************************************************************
 FP0311  DESIGNATION -  U 33
 FP0311  PID         -  FP0311
 FP0311  STATE/COUNTY-  AZ/APACHE
 FP0311  USGS QUAD   -  GANADO MESA (1972)
 FP0311
 FP0311                         *CURRENT SURVEY CONTROL
 FP0311  ___________________________________________________________________
 FP0311* NAD 83(1986)-  35 49 32.     (N)    109 36 10.     (W)     SCALED    
 FP0311* NAVD 88     -      1917.407  (meters)    6290.69   (feet)  ADJUSTED  
 FP0311  ___________________________________________________________________
 FP0311  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 FP0311  DYNAMIC HT  -        1914.875 (meters)    6282.39  (feet)  COMP
 FP0311  MODELED GRAV-     979,244.0   (mgal)                       NAVD 88
 FP0311
 FP0311  VERT ORDER  -  FIRST     CLASS II
 FP0311
 FP0311.The horizontal coordinates were scaled from a topographic map and have
 FP0311.an estimated accuracy of +/- 6 seconds.
 FP0311
 FP0311.The orthometric height was determined by differential leveling
 FP0311.and adjusted in June 1991.
 FP0311
 FP0311.The geoid height was determined by GEOID03.
 FP0311
 FP0311.The dynamic height is computed by dividing the NAVD 88
 FP0311.geopotential number by the normal gravity value computed on the
 FP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0311.degrees latitude (g = 980.6199 gals.).
 FP0311
 FP0311.The modeled gravity was interpolated from observed gravity values.
 FP0311
 FP0311;                    North         East    Units  Estimated Accuracy
 FP0311;SPC AZ E     -   535,310.      264,310.      MT  (+/- 180 meters Scaled)
 FP0311
 FP0311                          SUPERSEDED SURVEY CONTROL
 FP0311
 FP0311  NGVD 29 (??/??/92) 1916.490  (m)         6287.68   (f) ADJ UNCH    1 2
 FP0311
 FP0311.Superseded values are not recommended for survey control.
 FP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0311.See file dsdata.txt to determine how the superseded data were derived.
 FP0311
 FP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE262655(NAD 83)
 FP0311_MARKER: DB = BENCH MARK DISK
 FP0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0311_STAMPING: 6287.684 U 33 1933
 FP0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0311+STABILITY: SURFACE MOTION
 FP0311
 FP0311  HISTORY     - Date     Condition        Report By
 FP0311  HISTORY     - 1933     MONUMENTED       CGS
 FP0311  HISTORY     - 1972     GOOD             USGS
 FP0311
 FP0311                          STATION DESCRIPTION
 FP0311
 FP0311'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0311'11.7 MI NW FROM GANADO.
 FP0311'.15 MILES S. FROM THE P.O. AT GANADO, TO STATE HIWAY 264.  WEST ALONG
 FP0311'STATE HIWAY 264 6.15 MILES TO INTERSECTION WITH STATE HIWAY 63 TO
 FP0311'CHINLE.  NORTH ALONG STATE HIWAY 63 TO CHINLE 5.40 MILES.  930 FEET
 FP0311'EAST OF CENTERLINE OF HIGHWAY.  MIDWAY BETWEEN TWO SMALL RISES.  94
 FP0311'FEET WEST OF CENTERLINE OF ABANDONED ROAD.  AND 4 FEET EAST OF A POLE.
 FP0311'A STANDARD DISK STAMPED 6287.684 U 33 1933 AND SET IN TOP OF A
 FP0311'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0300 ***********************************************************************
 CY0300  DESIGNATION -  U 330
 CY0300  PID         -  CY0300
 CY0300  STATE/COUNTY-  AZ/COCHISE
 CY0300  USGS QUAD   -  OLGA (1974)
 CY0300
 CY0300                         *CURRENT SURVEY CONTROL
 CY0300  ___________________________________________________________________
 CY0300* NAD 83(1986)-  32 16 59.     (N)    109 17 19.     (W)     SCALED    
 CY0300* NAVD 88     -      1095.595  (meters)    3594.46   (feet)  ADJUSTED  
 CY0300  ___________________________________________________________________
 CY0300  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0300  DYNAMIC HT  -        1093.978 (meters)    3589.16  (feet)  COMP
 CY0300  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 CY0300
 CY0300  VERT ORDER  -  FIRST     CLASS II
 CY0300
 CY0300.The horizontal coordinates were scaled from a topographic map and have
 CY0300.an estimated accuracy of +/- 6 seconds.
 CY0300
 CY0300.The orthometric height was determined by differential leveling
 CY0300.and adjusted in June 1991.
 CY0300
 CY0300.The geoid height was determined by GEOID03.
 CY0300
 CY0300.The dynamic height is computed by dividing the NAVD 88
 CY0300.geopotential number by the normal gravity value computed on the
 CY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0300.degrees latitude (g = 980.6199 gals.).
 CY0300
 CY0300.The modeled gravity was interpolated from observed gravity values.
 CY0300
 CY0300;                    North         East    Units  Estimated Accuracy
 CY0300;SPC AZ E     -   142,590.      296,070.      MT  (+/- 180 meters Scaled)
 CY0300
 CY0300                          SUPERSEDED SURVEY CONTROL
 CY0300
 CY0300  NGVD 29 (??/??/92) 1094.906  (m)         3592.20   (f) ADJ UNCH    1 2
 CY0300
 CY0300.Superseded values are not recommended for survey control.
 CY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0300.See file dsdata.txt to determine how the superseded data were derived.
 CY0300
 CY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA611730(NAD 83)
 CY0300_MARKER: DB = BENCH MARK DISK
 CY0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0300_STAMPING: U 330 1952
 CY0300_PROJECTION: PROJECTING 25 CENTIMETERS
 CY0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0300+STABILITY: SURFACE MOTION
 CY0300
 CY0300  HISTORY     - Date     Condition        Report By
 CY0300  HISTORY     - 1952     MONUMENTED       CGS
 CY0300  HISTORY     - 1960     GOOD             NGS
 CY0300  HISTORY     - 1979     GOOD             NGS
 CY0300
 CY0300                          STATION DESCRIPTION
 CY0300
 CY0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0300'3.9 MI W FROM SAN SIMON.
 CY0300'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE SOUTHERN PACIFIC
 CY0300'RAILROAD STATION AT SAN SIMON, THENCE 3.75 MILES WEST ALONG STATE
 CY0300'HIGHWAY 86, 0.4 MILE EAST OF RAILROAD MILEPOST 1110, 95 FEET SOUTH OF
 CY0300'THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 105 FEET NORTH OF THE
 CY0300'CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A WITNESS POST, SET IN THE
 CY0300'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0300
 CY0300                          STATION RECOVERY (1960)
 CY0300
 CY0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0300'RECOVERED IN GOOD CONDITION.
 CY0300
 CY0300                          STATION RECOVERY (1979)
 CY0300
 CY0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0300'6.5 KILOMETERS (4.05 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0300'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.6 KILOMETER (0.4 MILE) EAST
 CY0300'OF RAILROAD MILE POST 1110, 31.7 METERS (104 FEET) NORTH OF THE
 CY0300'CENTERLINE OF THE HIGHWAY, 28.4 METERS (93 FEET) SOUTH OF THE SOUTH
 CY0300'RAIL OF THE SOUTHERN PACIFIC TRACKS AND 16.0 METERS (52 FEET) SOUTH
 CY0300'OF THE FOURTH TELEPHONE POLE (0.2 KILOMETER - 0.1 MILE) WEST OF
 CY0300'RAILROAD BRIDGE 1110.54.
 CY0300'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 CY0300'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0518 ***********************************************************************
 DA0518  DESIGNATION -  U 331
 DA0518  PID         -  DA0518
 DA0518  STATE/COUNTY-  AZ/MARICOPA
 DA0518  USGS QUAD   -  MIDWAY (1986)
 DA0518
 DA0518                         *CURRENT SURVEY CONTROL
 DA0518  ___________________________________________________________________
 DA0518* NAD 83(1986)-  32 44 30.     (N)    112 49 39.     (W)     SCALED    
 DA0518* NAVD 88     -       320.017  (meters)    1049.92   (feet)  ADJUSTED  
 DA0518  ___________________________________________________________________
 DA0518  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DA0518  DYNAMIC HT  -         319.638 (meters)    1048.68  (feet)  COMP
 DA0518  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 DA0518
 DA0518  VERT ORDER  -  FIRST     CLASS II
 DA0518
 DA0518.The horizontal coordinates were scaled from a topographic map and have
 DA0518.an estimated accuracy of +/- 6 seconds.
 DA0518
 DA0518.The orthometric height was determined by differential leveling
 DA0518.and adjusted in June 1991.
 DA0518
 DA0518.The geoid height was determined by GEOID03.
 DA0518
 DA0518.The dynamic height is computed by dividing the NAVD 88
 DA0518.geopotential number by the normal gravity value computed on the
 DA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0518.degrees latitude (g = 980.6199 gals.).
 DA0518
 DA0518.The modeled gravity was interpolated from observed gravity values.
 DA0518
 DA0518;                    North         East    Units  Estimated Accuracy
 DA0518;SPC AZ C     -   193,470.      128,000.      MT  (+/- 180 meters Scaled)
 DA0518
 DA0518                          SUPERSEDED SURVEY CONTROL
 DA0518
 DA0518  NGVD 29 (??/??/92)  319.395  (m)         1047.88   (f) ADJ UNCH    1 2
 DA0518
 DA0518.Superseded values are not recommended for survey control.
 DA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0518.See file dsdata.txt to determine how the superseded data were derived.
 DA0518
 DA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB287241(NAD 83)
 DA0518_MARKER: DB = BENCH MARK DISK
 DA0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0518_STAMPING: U 331 1953
 DA0518_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0518+STABILITY: SURFACE MOTION
 DA0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0518+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0518
 DA0518  HISTORY     - Date     Condition        Report By
 DA0518  HISTORY     - 1953     MONUMENTED       CGS
 DA0518  HISTORY     - 1980     GOOD             NGS
 DA0518  HISTORY     - 20070603 GOOD             GEOCAC
 DA0518
 DA0518                          STATION DESCRIPTION
 DA0518
 DA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0518'15.7 MI S FROM GILA BEND.
 DA0518'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0518'COMPANY RAILROAD STATION AT GILA BEND, THENCE 0.7 MILE SOUTH ALONG THE
 DA0518'TUCSON, CORNELIA AND GILA BEND RAILROAD, 3 POLES NORTH OF MILEPOLE 16,
 DA0518'0.2 MILE NORTH OF BRIDGE 161, 94.0 FEET WEST OF THE WEST RAIL, 64 FEET
 DA0518'EAST OF THE CENTER LINE OF AN ABANDONED HIGHWAY, 5 1/2 FEET SOUTH OF A
 DA0518'TELEPHONE POLE, 2.4 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET
 DA0518'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0518'0.4 FOOT ABOVE THE GROUND.
 DA0518
 DA0518                          STATION RECOVERY (1980)
 DA0518
 DA0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0518'24.9 KM (15.5 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0518'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI)
 DA0518'NORTHEAST OF RAILWAY BRIDGE NUMBER 161, 0.3 KM (0.2 MI) SOUTHEAST
 DA0518'ACROSS COUNTRY FROM STATE HIGHWAY 85, AT THE 3RD TELEGRAPH POLE
 DA0518'NORTHEAST OF RAILWAY MILEPOLE 16, IN LINE WITH THE TELEGRAPH POLES,
 DA0518'28.7 METERS (94.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 DA0518'19.2 METERS (63.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD,
 DA0518'1.7 METERS (5.5 FT) SOUTHWEST OF THE TELEGRAPH POLE.
 DA0518'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA0518'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0518
 DA0518                          STATION RECOVERY (2007)
 DA0518
 DA0518'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0562 ***********************************************************************
 DA0562  DESIGNATION -  U 332
 DA0562  PID         -  DA0562
 DA0562  STATE/COUNTY-  AZ/MARICOPA
 DA0562  USGS QUAD   -  MIDWAY SW (1986)
 DA0562
 DA0562                         *CURRENT SURVEY CONTROL
 DA0562  ___________________________________________________________________
 DA0562* NAD 83(1986)-  32 31 42.     (N)    112 56 30.     (W)     SCALED    
 DA0562* NAVD 88     -       368.78   (+/-2cm)    1209.9    (feet)  VERTCON   
 DA0562  ___________________________________________________________________
 DA0562  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DA0562  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0562
 DA0562.The horizontal coordinates were scaled from a topographic map and have
 DA0562.an estimated accuracy of +/- 6 seconds.
 DA0562
 DA0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0562.The vertical order pertains to the NGVD 29 superseded value.
 DA0562
 DA0562.The geoid height was determined by GEOID03.
 DA0562
 DA0562;                    North         East    Units  Estimated Accuracy
 DA0562;SPC AZ C     -   169,910.      117,070.      MT  (+/- 180 meters Scaled)
 DA0562
 DA0562                          SUPERSEDED SURVEY CONTROL
 DA0562
 DA0562  NGVD 29 (??/??/92)  368.130  (m)         1207.77   (f) ADJ UNCH    1 2
 DA0562
 DA0562.Superseded values are not recommended for survey control.
 DA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0562.See file dsdata.txt to determine how the superseded data were derived.
 DA0562
 DA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB176006(NAD 83)
 DA0562_MARKER: DB = BENCH MARK DISK
 DA0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0562_STAMPING: U 332 195O
 DA0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0562+STABILITY: SURFACE MOTION
 DA0562
 DA0562  HISTORY     - Date     Condition        Report By
 DA0562  HISTORY     - 1953     MONUMENTED       CGS
 DA0562  HISTORY     - 1980     MARK NOT FOUND   USGS
 DA0562
 DA0562                          STATION DESCRIPTION
 DA0562
 DA0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0562'14.4 MI NW FROM AJO.
 DA0562'9.8 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0562'THE STATION AT AJO, THENCE 4.1 MILES NORTHWEST ALONG A GRAVELED ROAD
 DA0562'AND THE NORTHWEST-SOUTHEAST RUNWAY OF WILLIAMS AIR FORCE AUXILIARY
 DA0562'FIELD NO. 1, THENCE 0.5 MILE SOUTHWEST ACROSS THE FIELD, AT THE MAIN
 DA0562'CONTROL TOWER, 8.7 FEET NORTHWEST OF THE SOUTH LEG, 7.8 FEET SOUTH OF
 DA0562'THE WEST LEG, ABOUT LEVEL WITH THE RUNWAYS, AND SET IN THE TOP OF A
 DA0562'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DA0562
 DA0562                          STATION RECOVERY (1980)
 DA0562
 DA0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0562'THE OBSERVATION TOWER HAS BEEN DESTROYED, THE LOCATION OF THE TOWER
 DA0562'HAS BEEN LEVELED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0187 ***********************************************************************
 CZ0187  DESIGNATION -  U 333
 CZ0187  PID         -  CZ0187
 CZ0187  STATE/COUNTY-  AZ/PIMA
 CZ0187  USGS QUAD   -  TUCSON (1992)
 CZ0187
 CZ0187                         *CURRENT SURVEY CONTROL
 CZ0187  ___________________________________________________________________
 CZ0187* NAD 83(1986)-  32 11 11.     (N)    110 56 48.     (W)     SCALED    
 CZ0187* NAVD 88     -       757.924  (meters)    2486.62   (feet)  ADJUSTED  
 CZ0187  ___________________________________________________________________
 CZ0187  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ0187  DYNAMIC HT  -         756.878 (meters)    2483.19  (feet)  COMP
 CZ0187  MODELED GRAV-     979,234.5   (mgal)                       NAVD 88
 CZ0187
 CZ0187  VERT ORDER  -  FIRST     CLASS II
 CZ0187
 CZ0187.The horizontal coordinates were scaled from a topographic map and have
 CZ0187.an estimated accuracy of +/- 6 seconds.
 CZ0187
 CZ0187.The orthometric height was determined by differential leveling
 CZ0187.and adjusted in June 1991.
 CZ0187
 CZ0187.The geoid height was determined by GEOID03.
 CZ0187
 CZ0187.The dynamic height is computed by dividing the NAVD 88
 CZ0187.geopotential number by the normal gravity value computed on the
 CZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0187.degrees latitude (g = 980.6199 gals.).
 CZ0187
 CZ0187.The modeled gravity was interpolated from observed gravity values.
 CZ0187
 CZ0187;                    North         East    Units  Estimated Accuracy
 CZ0187;SPC AZ C     -   131,950.      304,830.      MT  (+/- 180 meters Scaled)
 CZ0187
 CZ0187                          SUPERSEDED SURVEY CONTROL
 CZ0187
 CZ0187  NGVD 29 (??/??/92)  757.278  (m)         2484.50   (f) ADJ UNCH    1 2
 CZ0187
 CZ0187.Superseded values are not recommended for survey control.
 CZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0187.See file dsdata.txt to determine how the superseded data were derived.
 CZ0187
 CZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA050610(NAD 83)
 CZ0187_MARKER: DB = BENCH MARK DISK
 CZ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0187_STAMPING: U 333 1953
 CZ0187_PROJECTION: PROJECTING 12 CENTIMETERS
 CZ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0187+STABILITY: SURFACE MOTION
 CZ0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0187+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 CZ0187
 CZ0187  HISTORY     - Date     Condition        Report By
 CZ0187  HISTORY     - 1953     MONUMENTED       CGS
 CZ0187  HISTORY     - 1960     GOOD             NGS
 CZ0187  HISTORY     - 1980     GOOD             NGS
 CZ0187  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 CZ0187  HISTORY     - 20060911 GOOD             INDIV
 CZ0187
 CZ0187                          STATION DESCRIPTION
 CZ0187
 CZ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0187'1.8 MI E FROM TUCSON.
 CZ0187'0.35 MILE NORTH ON U.S. HIGHWAY 89 FROM THE JUNCTION OF U.S. HIGHWAY
 CZ0187'80 AT TUCSON TO EAST 36TH STREET, THENCE 0.85 MILE EAST ON EAST 36TH
 CZ0187'STREET, THENCE 0.6 MILE SOUTHEAST ALONG THE NORTHWEST-SOUTHEAST
 CZ0187'RUNWAY, OF THE TUCSON DOWNTOWN AIRPORT (ABANDONED), 156 FEET SOUTHWEST
 CZ0187'OF THE CENTER OF THE RUNWAY, 150 FEET SOUTHEAST OF THE CENTERLINE OF
 CZ0187'THE NORTHEAST-SOUTHWEST RUNWAY, 2.9 FEET NORTH OF A WITNESS POST, SET
 CZ0187'IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 CZ0187
 CZ0187                          STATION RECOVERY (1980)
 CZ0187
 CZ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0187'3.5 KILOMETERS (2.2 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAIL-
 CZ0187'ROAD FROM THE STATION AT TUCSON, THENCE 1.3 KILOMETERS (0.8 MILE)
 CZ0187'EAST ALONG EAST THIRTY-SIXTH STREET, THENCE 0.4 KILOMETER
 CZ0187'(0.25 MILE) SOUTH ALONG A PRIVATE DRIVE (THE OLD ENTRANCE TO THE
 CZ0187'TUCSON DOWNTOWN ABANDON AIRPORT), THENCE 0.3 KILOMETER (0.2 MILE)
 CZ0187'SOUTHEAST ACROSS COUNTRY, ALONG THE SOUTH EDGE OF THE EAST END
 CZ0187'OF THE EAST-WEST ABANDON RUNWAY, 45.7 METERS (150 FEET) SOUTH
 CZ0187'OF THE CENTER OF THE EAST-WEST RUNWAY, 47.6 METERS (156 FEET)
 CZ0187'SOUTHWEST OF THE CENTER OF THE NORTHWEST-SOUTHEAST RUNWAY.
 CZ0187'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 CZ0187
 CZ0187                          STATION RECOVERY (1995)
 CZ0187
 CZ0187'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0187'MARK NOT FOUND.
 CZ0187
 CZ0187                          STATION RECOVERY (2006)
 CZ0187
 CZ0187'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ0187'RECOVERED MARKER AS DESCRIBED.  WHAT APPEARS TO BE A 4X4 WITNESS POST
 CZ0187'LIES NEXT TO THE MARKER AND A METAL WITNESS POST IS SET ABOUT 4 FEET
 CZ0187'SOUTHWEST OF THE MARKER.  MEASURED GPS COORDINATES WERE N32 11 11.0,
 CZ0187'W110 56 48.2, ELEVATION 2483 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0393 ***********************************************************************
 CG0393  DESIGNATION -  U 334
 CG0393  PID         -  CG0393
 CG0393  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0393  USGS QUAD   -  TUBAC (1981)
 CG0393
 CG0393                         *CURRENT SURVEY CONTROL
 CG0393  ___________________________________________________________________
 CG0393* NAD 83(1986)-  31 33 19.     (N)    111 02 34.     (W)     SCALED    
 CG0393* NAVD 88     -      1001.65   (+/-2cm)    3286.2    (feet)  VERTCON   
 CG0393  ___________________________________________________________________
 CG0393  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0393  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0393
 CG0393.The horizontal coordinates were scaled from a topographic map and have
 CG0393.an estimated accuracy of +/- 6 seconds.
 CG0393
 CG0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0393.The vertical order pertains to the NGVD 29 superseded value.
 CG0393
 CG0393.The geoid height was determined by GEOID03.
 CG0393
 CG0393;                    North         East    Units  Estimated Accuracy
 CG0393;SPC AZ C     -    61,890.      296,330.      MT  (+/- 180 meters Scaled)
 CG0393
 CG0393                          SUPERSEDED SURVEY CONTROL
 CG0393
 CG0393  NGVD 29 (??/??/92) 1000.798  (m)         3283.45   (f) ADJ UNCH    1 2
 CG0393
 CG0393.Superseded values are not recommended for survey control.
 CG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0393.See file dsdata.txt to determine how the superseded data were derived.
 CG0393
 CG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV959911(NAD 83)
 CG0393_MARKER: DB = BENCH MARK DISK
 CG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0393_STAMPING: U 334 1953
 CG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0393+STABILITY: SURFACE MOTION
 CG0393
 CG0393  HISTORY     - Date     Condition        Report By
 CG0393  HISTORY     - 1953     MONUMENTED       CGS
 CG0393
 CG0393                          STATION DESCRIPTION
 CG0393
 CG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0393'10.7 MI S FROM AMADO.
 CG0393'10.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0393'WATER TANK AT AMADO, ACROSS THE TRACK FROM MILEPOLE 1032, 100.5 FEET
 CG0393'EAST OF THE EAST RAIL, 23 FEET NORTH OF A POWER LINE POLE WHICH IS THE
 CG0393'CORNER POLE OF A TURN OF THE POWER LINE, 2.7 FEET EAST OF A FENCE, 2.0
 CG0393'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 CG0393'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0489 ***********************************************************************
 DA0489  DESIGNATION -  U 336
 DA0489  PID         -  DA0489
 DA0489  STATE/COUNTY-  AZ/PIMA
 DA0489  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0489
 DA0489                         *CURRENT SURVEY CONTROL
 DA0489  ___________________________________________________________________
 DA0489* NAD 83(1986)-  32 29 05.     (N)    112 34 41.     (W)     SCALED    
 DA0489* NAVD 88     -       780.30   (+/-2cm)    2560.0    (feet)  VERTCON   
 DA0489  ___________________________________________________________________
 DA0489  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DA0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0489
 DA0489.The horizontal coordinates were scaled from a topographic map and have
 DA0489.an estimated accuracy of +/- 6 seconds.
 DA0489
 DA0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0489.The vertical order pertains to the NGVD 29 superseded value.
 DA0489
 DA0489.The geoid height was determined by GEOID03.
 DA0489
 DA0489;                    North         East    Units  Estimated Accuracy
 DA0489;SPC AZ C     -   164,810.      151,200.      MT  (+/- 180 meters Scaled)
 DA0489
 DA0489                          SUPERSEDED SURVEY CONTROL
 DA0489
 DA0489  NGVD 29 (??/??/92)  779.545  (m)         2557.56   (f) ADJ UNCH    2 0
 DA0489
 DA0489.Superseded values are not recommended for survey control.
 DA0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0489.See file dsdata.txt to determine how the superseded data were derived.
 DA0489
 DA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA517952(NAD 83)
 DA0489_MARKER: DB = BENCH MARK DISK
 DA0489_SETTING: 80 = SET IN A BOULDER
 DA0489_SP_SET: BOULDER
 DA0489_STAMPING: U 336 1961
 DA0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0489+STABILITY: SURFACE MOTION
 DA0489
 DA0489  HISTORY     - Date     Condition        Report By
 DA0489  HISTORY     - 1961     MONUMENTED       CGS
 DA0489
 DA0489                          STATION DESCRIPTION
 DA0489
 DA0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0489'20.65 MI E FROM AJO.
 DA0489'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0489'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0489'STATE HIGHWAY 85.  THENCE 19.3 MILES EAST ALONG A DIRT ROAD WHICH
 DA0489'FOLLOWS A PIPE LINE.  0.25 MILE WEST OF A GATE ENTERING THE PAPAGO
 DA0489'INDIAN RESERVATION, SET IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 1
 DA0489'FOOT, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ON THE WEST SLOPE
 DA0489'OF THE EAST BANK OF A WASH, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DA0489'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0260 ***********************************************************************
 DA0260  DESIGNATION -  U 337
 DA0260  PID         -  DA0260
 DA0260  STATE/COUNTY-  AZ/PIMA
 DA0260  USGS QUAD   -  PISINIMO (1990)
 DA0260
 DA0260                         *CURRENT SURVEY CONTROL
 DA0260  ___________________________________________________________________
 DA0260* NAD 83(1986)-  32 06 52.     (N)    112 17 28.     (W)     SCALED    
 DA0260* NAVD 88     -       636.11   (+/-2cm)    2087.0    (feet)  VERTCON   
 DA0260  ___________________________________________________________________
 DA0260  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DA0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0260
 DA0260.The horizontal coordinates were scaled from a topographic map and have
 DA0260.an estimated accuracy of +/- 6 seconds.
 DA0260
 DA0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0260.The vertical order pertains to the NGVD 29 superseded value.
 DA0260
 DA0260.The geoid height was determined by GEOID03.
 DA0260
 DA0260;                    North         East    Units  Estimated Accuracy
 DA0260;SPC AZ C     -   123,620.      178,030.      MT  (+/- 180 meters Scaled)
 DA0260
 DA0260                          SUPERSEDED SURVEY CONTROL
 DA0260
 DA0260  NGVD 29 (??/??/92)  635.419  (m)         2084.70   (f) ADJ UNCH    2 0
 DA0260
 DA0260.Superseded values are not recommended for survey control.
 DA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0260.See file dsdata.txt to determine how the superseded data were derived.
 DA0260
 DA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA781538(NAD 83)
 DA0260_MARKER: DB = BENCH MARK DISK
 DA0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0260_STAMPING: U 337 1961
 DA0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0260+STABILITY: SURFACE MOTION
 DA0260
 DA0260  HISTORY     - Date     Condition        Report By
 DA0260  HISTORY     - 1961     MONUMENTED       CGS
 DA0260
 DA0260                          STATION DESCRIPTION
 DA0260
 DA0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0260'6.4 MI N FROM PISINIMO.
 DA0260'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0260'PISINIMO, AN INDIAN VILLAGE.  THENCE 6.05 MILES NORTH ALONG A GRAVELED
 DA0260'ROAD.  61 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A
 DA0260'TELEPHONE POLE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 DA0260'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DA0260'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0113 ***********************************************************************
 CH0113  DESIGNATION -  U 338
 CH0113  PID         -  CH0113
 CH0113  STATE/COUNTY-  AZ/PIMA
 CH0113  USGS QUAD   -  PIA OIK (1988)
 CH0113
 CH0113                         *CURRENT SURVEY CONTROL
 CH0113  ___________________________________________________________________
 CH0113* NAD 83(1986)-  31 55 26.     (N)    112 34 21.     (W)     SCALED    
 CH0113* NAVD 88     -       608.01   (+/-2cm)    1994.8    (feet)  VERTCON   
 CH0113  ___________________________________________________________________
 CH0113  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 CH0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0113
 CH0113.The horizontal coordinates were scaled from a topographic map and have
 CH0113.an estimated accuracy of +/- 6 seconds.
 CH0113
 CH0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0113.The vertical order pertains to the NGVD 29 superseded value.
 CH0113
 CH0113.The geoid height was determined by GEOID03.
 CH0113
 CH0113;                    North         East    Units  Estimated Accuracy
 CH0113;SPC AZ C     -   102,620.      151,340.      MT  (+/- 180 meters Scaled)
 CH0113
 CH0113                          SUPERSEDED SURVEY CONTROL
 CH0113
 CH0113  NGVD 29 (??/??/92)  607.275  (m)         1992.37   (f) ADJ UNCH    2 0
 CH0113
 CH0113.Superseded values are not recommended for survey control.
 CH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0113.See file dsdata.txt to determine how the superseded data were derived.
 CH0113
 CH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA513330(NAD 83)
 CH0113_MARKER: DB = BENCH MARK DISK
 CH0113_SETTING: 80 = SET IN A BOULDER
 CH0113_SP_SET: BOULDER
 CH0113_STAMPING: U 338 1961
 CH0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0113+STABILITY: SURFACE MOTION
 CH0113
 CH0113  HISTORY     - Date     Condition        Report By
 CH0113  HISTORY     - 1961     MONUMENTED       CGS
 CH0113
 CH0113                          STATION DESCRIPTION
 CH0113
 CH0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0113'8.5 MI N FROM MENAGERS.
 CH0113'ABOUT 8.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0113'WINDMILL AT MENAGERS, AND INDIAN VILLAGE.  2.85 MILES SOUTH OF THE
 CH0113'JUNCTION OF THE GRADED DIRT ROAD AND A ROAD LEADING EAST TO A SMALL
 CH0113'INDIAN VILLAGE, 0.9 MILE NORTH OF THE JUNCTION OF THE GRADED DIRT ROAD
 CH0113'AND A ROAD LEADING EAST TO PIA OIK, SET IN THE TOP OF A BLACK BOULDER
 CH0113'WHICH PROJECTS 1 FOOT AND IS LOCATED AT THE BOTTOM OF A ROCK HILL, 22
 CH0113'FEET EAST OF THE CENTER LINE OF THE ROAD, 50 YARDS NORTH OF A CURVE IN
 CH0113'THE ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0041 ***********************************************************************
 CH0041  DESIGNATION -  U 339
 CH0041  PID         -  CH0041
 CH0041  STATE/COUNTY-  AZ/PIMA
 CH0041  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0041
 CH0041                         *CURRENT SURVEY CONTROL
 CH0041  ___________________________________________________________________
 CH0041* NAD 83(1986)-  31 40 26.     (N)    112 01 56.     (W)     SCALED    
 CH0041* NAVD 88     -       718.09   (+/-2cm)    2355.9    (feet)  VERTCON   
 CH0041  ___________________________________________________________________
 CH0041  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 CH0041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0041
 CH0041.The horizontal coordinates were scaled from a topographic map and have
 CH0041.an estimated accuracy of +/- 6 seconds.
 CH0041
 CH0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0041.The vertical order pertains to the NGVD 29 superseded value.
 CH0041
 CH0041.The geoid height was determined by GEOID03.
 CH0041
 CH0041;                    North         East    Units  Estimated Accuracy
 CH0041;SPC AZ C     -    74,720.      202,400.      MT  (+/- 180 meters Scaled)
 CH0041
 CH0041                          SUPERSEDED SURVEY CONTROL
 CH0041
 CH0041  NGVD 29 (??/??/92)  717.366  (m)         2353.56   (f) ADJ UNCH    2 0
 CH0041
 CH0041.Superseded values are not recommended for survey control.
 CH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0041.See file dsdata.txt to determine how the superseded data were derived.
 CH0041
 CH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA021047(NAD 83)
 CH0041_MARKER: DB = BENCH MARK DISK
 CH0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0041_STAMPING: U 339 1961
 CH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0041+STABILITY: SURFACE MOTION
 CH0041
 CH0041  HISTORY     - Date     Condition        Report By
 CH0041  HISTORY     - 1961     MONUMENTED       CGS
 CH0041
 CH0041                          STATION DESCRIPTION
 CH0041
 CH0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0041'9.35 MI SW FROM VAMORI.
 CH0041'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CH0041'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CH0041'THENCE 8.75 MILES SOUTHWEST ALONG A DIRT ROAD, 1.05 MILES
 CH0041'EAST-NORTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CH0041'PROJECTS 16 FEET AND IS NUMBERED 70, 1.15 MILES EAST OF AN ABANDONED
 CH0041'INDIAN VILLAGE, 83 YARDS SOUTHWEST OF A WASH, 18 FEET NORTHWEST OF THE
 CH0041'CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A METAL WITNESS POST,
 CH0041'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0041'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0179 ***********************************************************************
 FP0179  DESIGNATION -  U 34
 FP0179  PID         -  FP0179
 FP0179  STATE/COUNTY-  AZ/APACHE
 FP0179  USGS QUAD   -  WEST OF WINDOW ROCK (1983)
 FP0179
 FP0179                         *CURRENT SURVEY CONTROL
 FP0179  ___________________________________________________________________
 FP0179* NAD 83(1986)-  35 40 20.     (N)    109 10 26.     (W)     SCALED    
 FP0179* NAVD 88     -      2312.527  (meters)    7587.02   (feet)  ADJUSTED  
 FP0179  ___________________________________________________________________
 FP0179  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FP0179  DYNAMIC HT  -        2309.248 (meters)    7576.26  (feet)  COMP
 FP0179  MODELED GRAV-     979,131.4   (mgal)                       NAVD 88
 FP0179
 FP0179  VERT ORDER  -  FIRST     CLASS II
 FP0179
 FP0179.The horizontal coordinates were scaled from a topographic map and have
 FP0179.an estimated accuracy of +/- 6 seconds.
 FP0179
 FP0179.The orthometric height was determined by differential leveling
 FP0179.and adjusted in June 1991.
 FP0179
 FP0179.The geoid height was determined by GEOID03.
 FP0179
 FP0179.The dynamic height is computed by dividing the NAVD 88
 FP0179.geopotential number by the normal gravity value computed on the
 FP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0179.degrees latitude (g = 980.6199 gals.).
 FP0179
 FP0179.The modeled gravity was interpolated from observed gravity values.
 FP0179
 FP0179;                    North         East    Units  Estimated Accuracy
 FP0179;SPC AZ E     -   518,600.      303,230.      MT  (+/- 180 meters Scaled)
 FP0179
 FP0179                          SUPERSEDED SURVEY CONTROL
 FP0179
 FP0179  NGVD 29 (??/??/92) 2311.506  (m)         7583.67   (f) ADJ UNCH    1 2
 FP0179
 FP0179.Superseded values are not recommended for survey control.
 FP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0179.See file dsdata.txt to determine how the superseded data were derived.
 FP0179
 FP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE652491(NAD 83)
 FP0179_MARKER: DB = BENCH MARK DISK
 FP0179_SETTING: 66 = SET IN ROCK OUTCROP
 FP0179_SP_SET: OUTCROP
 FP0179_STAMPING: 7583.666 U 34 1933
 FP0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0179+STABILITY: POSITION/ELEVATION WELL
 FP0179
 FP0179  HISTORY     - Date     Condition        Report By
 FP0179  HISTORY     - 1933     MONUMENTED       CGS
 FP0179  HISTORY     - 1955     MARK NOT FOUND   USGS
 FP0179
 FP0179                          STATION DESCRIPTION
 FP0179
 FP0179'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FP0179'22.8 MI SE FROM GANADO.
 FP0179'22.8 MILES SOUTHEAST ALONG THE ROAD LEADING FROM THE POST OFFICE AT
 FP0179'GANADO, APACHE COUNTY, 4.7 MILES WEST OF THE JOE KUHN TRADING POST, 85
 FP0179'FEET SOUTHEAST OF THE SEVENTH POLE WEST FROM A GUYED CORNER POLE, 105
 FP0179'FEET SOUTH OF THE CENTERLINE OF THE ROAD, ON AN EAST SLOPE, IN THE BED
 FP0179'OF A SMALL WASH RUNNING PARALLEL TO THE ROAD, IN A  FLAT RED SANDSTONE
 FP0179'OUTCROP, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FP0179'7583.666 U 34 1933.  NOTE-- PROBABLY BURIED DURING NEW ROAD
 FP0179'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0315 ***********************************************************************
 FQ0315  DESIGNATION -  U 340
 FQ0315  PID         -  FQ0315
 FQ0315  STATE/COUNTY-  AZ/COCONINO
 FQ0315  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0315
 FQ0315                         *CURRENT SURVEY CONTROL
 FQ0315  ___________________________________________________________________
 FQ0315* NAD 83(1986)-  35 11 18.     (N)    111 33 49.     (W)     SCALED    
 FQ0315* NAVD 88     -      2096.693  (meters)    6878.90   (feet)  POSTED    
 FQ0315  ___________________________________________________________________
 FQ0315  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FQ0315  DYNAMIC HT  -        2093.710 (meters)    6869.11  (feet)  COMP
 FQ0315  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 FQ0315
 FQ0315  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0315
 FQ0315.The horizontal coordinates were scaled from a topographic map and have
 FQ0315.an estimated accuracy of +/- 6 seconds.
 FQ0315
 FQ0315.The orthometric height was determined by differential leveling
 FQ0315.and adjusted by the  in 1992.
 FQ0315.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0315.rate of 1.1 thru 2.0 mm/km.
 FQ0315
 FQ0315.The geoid height was determined by GEOID03.
 FQ0315
 FQ0315.The dynamic height is computed by dividing the NAVD 88
 FQ0315.geopotential number by the normal gravity value computed on the
 FQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0315.degrees latitude (g = 980.6199 gals.).
 FQ0315
 FQ0315.The modeled gravity was interpolated from observed gravity values.
 FQ0315
 FQ0315;                    North         East    Units  Estimated Accuracy
 FQ0315;SPC AZ C     -   464,520.      245,510.      MT  (+/- 180 meters Scaled)
 FQ0315
 FQ0315                          SUPERSEDED SURVEY CONTROL
 FQ0315
 FQ0315  NGVD 29 (??/??/92) 2095.658  (m)         6875.50   (f) ADJ UNCH    2 0
 FQ0315
 FQ0315.Superseded values are not recommended for survey control.
 FQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0315.See file dsdata.txt to determine how the superseded data were derived.
 FQ0315
 FQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD486940(NAD 83)
 FQ0315_MARKER: DB = BENCH MARK DISK
 FQ0315_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0315_SP_SET: BEDROCK
 FQ0315_STAMPING: U 340 1958
 FQ0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0315+STABILITY: POSITION/ELEVATION WELL
 FQ0315
 FQ0315  HISTORY     - Date     Condition        Report By
 FQ0315  HISTORY     - 1958     MONUMENTED       CGS
 FQ0315  HISTORY     - 1960     GOOD             NGS
 FQ0315
 FQ0315                          STATION DESCRIPTION
 FQ0315
 FQ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0315'3.0 MI E FROM FLAGSTAFF.
 FQ0315'1.2 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE SANTA FE RAILROAD
 FQ0315'DEPOT IN FLAGSTAFF, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 FQ0315'0.6 MILE EAST ALONG A GRAVEL ROAD TO A SIGN HEROLD RANCH, THENCE SOUTH
 FQ0315'0.1 MILE, THENCE 0.2 MILE EAST ALONG A TRACK ROAD TO A POWER LINE,
 FQ0315'FROM HERE GO SOUTHWEST UNTIL REACHING A POWER LINE RUNNING EAST,
 FQ0315'FOLLOW THE POWER LINE FOR ABOUT 1 1/2 MILES TO THE BENCH MARK, ABOUT 1
 FQ0315'MILE EAST OF BENCH MARK T 340, ON THE EAST EDGE OF A STEEP HILL, 9
 FQ0315'FEET NORTH OF A DOUBLE POWER LINE POLE, 6 FEET SOUTHWEST OF THE
 FQ0315'WITNESS POST, SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 FQ0315'GROUND AND ABOUT 1.0 MILE SOUTHWEST OF TRIANGULATION STATION TUT.
 FQ0315
 FQ0315                          STATION RECOVERY (1960)
 FQ0315
 FQ0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FQ0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0776 ***********************************************************************
 CG0776  DESIGNATION -  U 340
 CG0776  PID         -  CG0776
 CG0776  STATE/COUNTY-  AZ/PIMA
 CG0776  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0776
 CG0776                         *CURRENT SURVEY CONTROL
 CG0776  ___________________________________________________________________
 CG0776* NAD 83(1986)-  31 44 47.     (N)    111 50 41.     (W)     SCALED    
 CG0776* NAVD 88     -       725.23   (+/-2cm)    2379.4    (feet)  VERTCON   
 CG0776  ___________________________________________________________________
 CG0776  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 CG0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0776
 CG0776.The horizontal coordinates were scaled from a topographic map and have
 CG0776.an estimated accuracy of +/- 6 seconds.
 CG0776
 CG0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0776.The vertical order pertains to the NGVD 29 superseded value.
 CG0776
 CG0776.The geoid height was determined by GEOID03.
 CG0776
 CG0776;                    North         East    Units  Estimated Accuracy
 CG0776;SPC AZ C     -    82,750.      220,180.      MT  (+/- 180 meters Scaled)
 CG0776
 CG0776                          SUPERSEDED SURVEY CONTROL
 CG0776
 CG0776  NGVD 29 (??/??/92)  724.518  (m)         2377.02   (f) ADJ UNCH    2 0
 CG0776
 CG0776.Superseded values are not recommended for survey control.
 CG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0776.See file dsdata.txt to determine how the superseded data were derived.
 CG0776
 CG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA199126(NAD 83)
 CG0776_MARKER: DB = BENCH MARK DISK
 CG0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0776_STAMPING: U 340 1961
 CG0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0776+STABILITY: SURFACE MOTION
 CG0776
 CG0776  HISTORY     - Date     Condition        Report By
 CG0776  HISTORY     - 1961     MONUMENTED       CGS
 CG0776
 CG0776                          STATION DESCRIPTION
 CG0776
 CG0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0776'4.5 MI NE FROM VAMORI.
 CG0776'ABOUT 4.5 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE WINDMILL
 CG0776'AND TWO WATER TANKS AT VAMORI, 0.7 MILE SOUTHWEST OF A WHITE WOODEN
 CG0776'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 73, 0.1 MILE
 CG0776'SOUTHWEST OF A DIRT LEVEE, IN LINE WITH A NORTHEAST-SOUTHWEST ROW OF
 CG0776'POWER POLES, 39 FEET SOUTHWEST OF A POWER POLE, 50 FEET SOUTHEAST OF
 CG0776'THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 CG0776'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0776'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0199 ***********************************************************************
 FQ0199  DESIGNATION -  U 341
 FQ0199  PID         -  FQ0199
 FQ0199  STATE/COUNTY-  AZ/COCONINO
 FQ0199  USGS QUAD   -  ANGELL (1983)
 FQ0199
 FQ0199                         *CURRENT SURVEY CONTROL
 FQ0199  ___________________________________________________________________
 FQ0199* NAD 83(1986)-  35 09 48.     (N)    111 18 40.     (W)     SCALED    
 FQ0199* NAVD 88     -      1828.916  (meters)    6000.37   (feet)  ADJUSTED  
 FQ0199  ___________________________________________________________________
 FQ0199  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FQ0199  DYNAMIC HT  -        1826.420 (meters)    5992.18  (feet)  COMP
 FQ0199  MODELED GRAV-     979,204.1   (mgal)                       NAVD 88
 FQ0199
 FQ0199  VERT ORDER  -  FIRST     CLASS II
 FQ0199
 FQ0199.The horizontal coordinates were scaled from a topographic map and have
 FQ0199.an estimated accuracy of +/- 6 seconds.
 FQ0199
 FQ0199.The orthometric height was determined by differential leveling
 FQ0199.and adjusted in June 1991.
 FQ0199
 FQ0199.The geoid height was determined by GEOID03.
 FQ0199
 FQ0199.The dynamic height is computed by dividing the NAVD 88
 FQ0199.geopotential number by the normal gravity value computed on the
 FQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0199.degrees latitude (g = 980.6199 gals.).
 FQ0199
 FQ0199.The modeled gravity was interpolated from observed gravity values.
 FQ0199
 FQ0199;                    North         East    Units  Estimated Accuracy
 FQ0199;SPC AZ C     -   461,860.      268,530.      MT  (+/- 180 meters Scaled)
 FQ0199
 FQ0199                          SUPERSEDED SURVEY CONTROL
 FQ0199
 FQ0199  NGVD 29 (??/??/92) 1827.999  (m)         5997.36   (f) ADJ UNCH    1 2
 FQ0199
 FQ0199.Superseded values are not recommended for survey control.
 FQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0199.See file dsdata.txt to determine how the superseded data were derived.
 FQ0199
 FQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD716912(NAD 83)
 FQ0199_MARKER: DB = BENCH MARK DISK
 FQ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0199_STAMPING: U 341 1958
 FQ0199_MARK LOGO: CGS   
 FQ0199_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0199+STABILITY: SURFACE MOTION
 FQ0199
 FQ0199  HISTORY     - Date     Condition        Report By
 FQ0199  HISTORY     - 1958     MONUMENTED       CGS
 FQ0199  HISTORY     - 1983     GOOD             NGS
 FQ0199
 FQ0199                          STATION DESCRIPTION
 FQ0199
 FQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0199'21.1.MI E FROM FLAGSTAFF.
 FQ0199'21.1 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD
 FQ0199'DEPOPT IN FLAGSTAFF, 0.4 MILE EAST OF MILEPOST 236, 62.6 FEET SOUTH OF
 FQ0199'A FENCE, 2.3 FEET EAST OF A WITNESS POST AND SET IN THE TOP OF A 12
 FQ0199'INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 FQ0199
 FQ0199                          STATION RECOVERY (1983)
 FQ0199
 FQ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0199'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0199'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0199'IN FLAGSTAFF, THENCE 19.8 KM (12.3 MI) EASTERLY ALONG INTERSTATE
 FQ0199'HIGHWAY 40, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 217, 16.5 METERS
 FQ0199'(54.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 FQ0199'HIGHWAY AND 12.7 METERS (41.7 FT) NORTHEAST OF A FENCE.
 FQ0199'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 FQ0199'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0061 ***********************************************************************
 CH0061  DESIGNATION -  U 341
 CH0061  PID         -  CH0061
 CH0061  STATE/COUNTY-  AZ/PIMA
 CH0061  USGS QUAD   -  KOTS KUG RANCH (1988)
 CH0061
 CH0061                         *CURRENT SURVEY CONTROL
 CH0061  ___________________________________________________________________
 CH0061* NAD 83(1986)-  31 52 22.     (N)    112 09 06.     (W)     SCALED    
 CH0061* NAVD 88     -       579.61   (+/-2cm)    1901.6    (feet)  VERTCON   
 CH0061  ___________________________________________________________________
 CH0061  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0061
 CH0061.The horizontal coordinates were scaled from a topographic map and have
 CH0061.an estimated accuracy of +/- 6 seconds.
 CH0061
 CH0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0061.The vertical order pertains to the NGVD 29 superseded value.
 CH0061
 CH0061.The geoid height was determined by GEOID03.
 CH0061
 CH0061;                    North         East    Units  Estimated Accuracy
 CH0061;SPC AZ C     -    96,790.      191,130.      MT  (+/- 180 meters Scaled)
 CH0061
 CH0061                          SUPERSEDED SURVEY CONTROL
 CH0061
 CH0061  NGVD 29 (??/??/92)  578.927  (m)         1899.36   (f) ADJ UNCH    2 0
 CH0061
 CH0061.Superseded values are not recommended for survey control.
 CH0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0061.See file dsdata.txt to determine how the superseded data were derived.
 CH0061
 CH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA910269(NAD 83)
 CH0061_MARKER: DB = BENCH MARK DISK
 CH0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0061_STAMPING: U 341 1961
 CH0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0061+STABILITY: SURFACE MOTION
 CH0061
 CH0061  HISTORY     - Date     Condition        Report By
 CH0061  HISTORY     - 1961     MONUMENTED       CGS
 CH0061
 CH0061                          STATION DESCRIPTION
 CH0061
 CH0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0061'1.1 MI S FROM CHUWUT MURK.
 CH0061'ABOUT 1.1 MILES SOUTH ALONG A DIM TRAIL ROAD FROM THE STUCCO CHURCH AT
 CH0061'CHUWUT MURK, AN INDIAN VILLAGE.  0.35 MILE NORTH OF A GATE IN AN
 CH0061'EAST-WEST FENCE ACROSS THE ROAD, 27 FEET EAST OF THE CENTER LINE OF
 CH0061'THE TRAIL ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 CH0061'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CH0061'INCHES.  NOTE-- THIS MARK IS 0.7 MILE EAST AND 1.1 MILES SOUTH OF A
 CH0061'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0061'NUMBERED 63.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0919 ***********************************************************************
 DA0919  DESIGNATION -  U 342
 DA0919  PID         -  DA0919
 DA0919  STATE/COUNTY-  AZ/PIMA
 DA0919  USGS QUAD   -  PALO VERDE CAMP (1990)
 DA0919
 DA0919                         *CURRENT SURVEY CONTROL
 DA0919  ___________________________________________________________________
 DA0919* NAD 83(1986)-  32 07 48.     (N)    113 05 08.     (W)     SCALED    
 DA0919* NAVD 88     -       336.64   (+/-2cm)    1104.5    (feet)  VERTCON   
 DA0919  ___________________________________________________________________
 DA0919  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DA0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0919
 DA0919.The horizontal coordinates were scaled from a topographic map and have
 DA0919.an estimated accuracy of +/- 6 seconds.
 DA0919
 DA0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0919.The vertical order pertains to the NGVD 29 superseded value.
 DA0919
 DA0919.The geoid height was determined by GEOID03.
 DA0919
 DA0919;                    North         East    Units  Estimated Accuracy
 DA0919;SPC AZ C     -   125,880.      103,070.      MT  (+/- 180 meters Scaled)
 DA0919
 DA0919                          SUPERSEDED SURVEY CONTROL
 DA0919
 DA0919  NGVD 29 (??/??/92)  335.950  (m)         1102.20   (f) ADJ UNCH    2 0
 DA0919
 DA0919.Superseded values are not recommended for survey control.
 DA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0919.See file dsdata.txt to determine how the superseded data were derived.
 DA0919
 DA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA032567(NAD 83)
 DA0919_MARKER: DB = BENCH MARK DISK
 DA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0919_STAMPING: U 342 1961
 DA0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0919+STABILITY: SURFACE MOTION
 DA0919
 DA0919  HISTORY     - Date     Condition        Report By
 DA0919  HISTORY     - 1961     MONUMENTED       CGS
 DA0919  HISTORY     - 1962     GOOD             NGS
 DA0919
 DA0919                          STATION DESCRIPTION
 DA0919
 DA0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0919'28.55 MI SW FROM AJO.
 DA0919'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0919'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0919'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0919'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0919'HENRY GRAYS RANCH HOUSE.  THENCE 9.0 MILES SOUTHWEST ALONG A TRAIL
 DA0919'ROAD, 0.5 MILE SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0919'WHICH PROJECTS 16 FEET AND IS NUMBERED 51, 48 FEET SOUTHEAST OF THE
 DA0919'CENTER OF AN ENTRANCE GATE TO THE CABEZA PRIETA GAME REFUGE, 1.5 FEET
 DA0919'NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 DA0919'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF
 DA0919'A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0153 ***********************************************************************
 DV0153  DESIGNATION -  U 342
 DV0153  PID         -  DV0153
 DV0153  STATE/COUNTY-  AZ/MARICOPA
 DV0153  USGS QUAD   -  NEW RIVER (1981)
 DV0153
 DV0153                         *CURRENT SURVEY CONTROL
 DV0153  ___________________________________________________________________
 DV0153* NAD 83(1986)-  33 54 39.     (N)    112 08 29.     (W)     SCALED    
 DV0153* NAVD 88     -       609.29   (+/-2cm)    1999.0    (feet)  VERTCON   
 DV0153  ___________________________________________________________________
 DV0153  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DV0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0153
 DV0153.The horizontal coordinates were scaled from a topographic map and have
 DV0153.an estimated accuracy of +/- 6 seconds.
 DV0153
 DV0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0153.The vertical order pertains to the NGVD 29 superseded value.
 DV0153
 DV0153.The geoid height was determined by GEOID03.
 DV0153
 DV0153;                    North         East    Units  Estimated Accuracy
 DV0153;SPC AZ C     -   322,790.      192,580.      MT  (+/- 180 meters Scaled)
 DV0153
 DV0153                          SUPERSEDED SURVEY CONTROL
 DV0153
 DV0153  NGVD 29 (??/??/92)  608.674  (m)         1996.96   (f) ADJ UNCH    2 0
 DV0153
 DV0153.Superseded values are not recommended for survey control.
 DV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0153.See file dsdata.txt to determine how the superseded data were derived.
 DV0153
 DV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC944528(NAD 83)
 DV0153_MARKER: DB = BENCH MARK DISK
 DV0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0153_SP_SET: BRIDGE
 DV0153_STAMPING: U 342 1958
 DV0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0153
 DV0153  HISTORY     - Date     Condition        Report By
 DV0153  HISTORY     - 1958     MONUMENTED       CGS
 DV0153  HISTORY     - 1959     GOOD             NGS
 DV0153  HISTORY     - 19951015 GOOD             USPSQD
 DV0153  HISTORY     - 20021102 MARK NOT FOUND   MCDOT
 DV0153
 DV0153                          STATION DESCRIPTION
 DV0153
 DV0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DV0153'11.75 MI S FROM BLACK CANYON.
 DV0153'11.75 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 DV0153'CANYON, 0.1 MILE SOUTH OF MILEPOST 232, SET IN THE SOUTH END OF THE
 DV0153'WEST HEADWALL OF A CONCRETE BRIDGE OVER NEW RIVER, 17 FEET WEST OF THE
 DV0153'CENTER OF THE HIGHWAY, 4.8 FEET NORTH OF THE SOUTH END OF THE WEST
 DV0153'HEADWALL.
 DV0153
 DV0153                          STATION RECOVERY (1995)
 DV0153
 DV0153'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0153'RECOVERED IN GOOD CONDITION.
 DV0153
 DV0153                          STATION RECOVERY (2002)
 DV0153
 DV0153'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0153'SEARCHED FOR UNDER PROJECT 40069010. NEW BRIDGE IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0191 ***********************************************************************
 DV0191  DESIGNATION -  U 343 RESET
 DV0191  PID         -  DV0191
 DV0191  STATE/COUNTY-  AZ/MARICOPA
 DV0191  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0191
 DV0191                         *CURRENT SURVEY CONTROL
 DV0191  ___________________________________________________________________
 DV0191* NAD 83(1986)-  33 35 34.     (N)    112 06 58.     (W)     SCALED    
 DV0191* NAVD 88     -       387.25   (+/-2cm)    1270.5    (feet)  VERTCON   
 DV0191  ___________________________________________________________________
 DV0191  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DV0191  VERT ORDER  -  THIRD (See Below)
 DV0191
 DV0191.The horizontal coordinates were scaled from a topographic map and have
 DV0191.an estimated accuracy of +/- 6 seconds.
 DV0191
 DV0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0191.The vertical order pertains to the NGVD 29 superseded value.
 DV0191
 DV0191.The geoid height was determined by GEOID03.
 DV0191
 DV0191;                    North         East    Units  Estimated Accuracy
 DV0191;SPC AZ C     -   287,510.      194,850.      MT  (+/- 180 meters Scaled)
 DV0191
 DV0191                          SUPERSEDED SURVEY CONTROL
 DV0191
 DV0191  NGVD 29 (??/??/??)  386.70   (m)         1268.7    (f) RESET       3  
 DV0191
 DV0191.Superseded values are not recommended for survey control.
 DV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0191.See file dsdata.txt to determine how the superseded data were derived.
 DV0191
 DV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC964175(NAD 83)
 DV0191_MARKER: DB = BENCH MARK DISK
 DV0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0191+STABILITY: SURFACE MOTION
 DV0191
 DV0191  HISTORY     - Date     Condition        Report By
 DV0191  HISTORY     - 1963     MONUMENTED       CGS
 DV0191  HISTORY     - 1963     GOOD             NGS
 DV0191  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0191
 DV0191                          STATION DESCRIPTION
 DV0191
 DV0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0191'8.5 MI N FROM PHOENIX.
 DV0191'8.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0191'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.2 MILE SOUTH OF WEST CACTUS
 DV0191'ROAD, 96.7 FEET EAST OF THE CENTER OF THE HIGHWAY, 5 FEET EAST OF THE
 DV0191'RIGHT-OF-WAY FENCE LINE, 3.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DV0191'LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 DV0191'INCH.
 DV0191
 DV0191                          STATION RECOVERY (1981)
 DV0191
 DV0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0191'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0895 ***********************************************************************
 DA0895  DESIGNATION -  U 344
 DA0895  PID         -  DA0895
 DA0895  STATE/COUNTY-  AZ/YUMA
 DA0895  USGS QUAD   -  LAS PLAYAS (1990)
 DA0895
 DA0895                         *CURRENT SURVEY CONTROL
 DA0895  ___________________________________________________________________
 DA0895* NAD 83(1986)-  32 03 44.     (N)    113 24 25.     (W)     SCALED    
 DA0895* NAVD 88     -       209.36   (+/-2cm)     686.9    (feet)  VERTCON   
 DA0895  ___________________________________________________________________
 DA0895  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DA0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0895
 DA0895.The horizontal coordinates were scaled from a topographic map and have
 DA0895.an estimated accuracy of +/- 6 seconds.
 DA0895
 DA0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0895.The vertical order pertains to the NGVD 29 superseded value.
 DA0895
 DA0895.The geoid height was determined by GEOID03.
 DA0895
 DA0895;                    North         East    Units  Estimated Accuracy
 DA0895;SPC AZ W     -   117,820.      245,750.      MT  (+/- 180 meters Scaled)
 DA0895
 DA0895                          SUPERSEDED SURVEY CONTROL
 DA0895
 DA0895  NGVD 29 (??/??/92)  208.676  (m)          684.63   (f) ADJ UNCH    2 0
 DA0895
 DA0895.Superseded values are not recommended for survey control.
 DA0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0895.See file dsdata.txt to determine how the superseded data were derived.
 DA0895
 DA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA727498(NAD 83)
 DA0895_MARKER: DB = BENCH MARK DISK
 DA0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0895_SP_SET: FOUNDATION
 DA0895_STAMPING: U 344 1961
 DA0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0895
 DA0895  HISTORY     - Date     Condition        Report By
 DA0895  HISTORY     - 1961     MONUMENTED       CGS
 DA0895  HISTORY     - 1962     GOOD             NGS
 DA0895
 DA0895                          STATION DESCRIPTION
 DA0895
 DA0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0895'9.9 MI SW FROM PAPAGO WELL.
 DA0895'ABOUT 8.9 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0895'TANK AT PAPAGO WELL.  THENCE 1.0 MILE NORTHWEST ALONG THE UNITED
 DA0895'STATES-MEXICO BORDER FENCE, 0.3 MILE SOUTH-SOUTHEAST AND 1.0 MILE
 DA0895'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0895'FEET AND IS NUMBERED 30, 9 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 DA0895'ROAD, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0895'TRAIL ROAD, SET IN THE TOP OF THE NORTH SIDE OF THE CONCRETE
 DA0895'FOUNDATION OF A BRACE POST IN THE BORDER FENCE AND PROJECTS 1 INCH
 DA0895'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0569 ***********************************************************************
 ES0569  DESIGNATION -  U 344
 ES0569  PID         -  ES0569
 ES0569  STATE/COUNTY-  AZ/YAVAPAI
 ES0569  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0569
 ES0569                         *CURRENT SURVEY CONTROL
 ES0569  ___________________________________________________________________
 ES0569* NAD 83(1986)-  34 39 58.     (N)    111 47 00.     (W)     SCALED    
 ES0569* NAVD 88     -      1116.083  (meters)    3661.68   (feet)  ADJUSTED  
 ES0569  ___________________________________________________________________
 ES0569  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 ES0569  DYNAMIC HT  -        1114.666 (meters)    3657.03  (feet)  COMP
 ES0569  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 ES0569
 ES0569  VERT ORDER  -  SECOND    CLASS 0
 ES0569
 ES0569.The horizontal coordinates were scaled from a topographic map and have
 ES0569.an estimated accuracy of +/- 6 seconds.
 ES0569
 ES0569.The orthometric height was determined by differential leveling
 ES0569.and adjusted in June 1991.
 ES0569
 ES0569.The geoid height was determined by GEOID03.
 ES0569
 ES0569.The dynamic height is computed by dividing the NAVD 88
 ES0569.geopotential number by the normal gravity value computed on the
 ES0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0569.degrees latitude (g = 980.6199 gals.).
 ES0569
 ES0569.The modeled gravity was interpolated from observed gravity values.
 ES0569
 ES0569;                    North         East    Units  Estimated Accuracy
 ES0569;SPC AZ C     -   406,550.      225,580.      MT  (+/- 180 meters Scaled)
 ES0569
 ES0569                          SUPERSEDED SURVEY CONTROL
 ES0569
 ES0569  NGVD 29 (??/??/92) 1115.344  (m)         3659.26   (f) ADJ UNCH    2 0
 ES0569
 ES0569.Superseded values are not recommended for survey control.
 ES0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0569.See file dsdata.txt to determine how the superseded data were derived.
 ES0569
 ES0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD282362(NAD 83)
 ES0569_MARKER: DB = BENCH MARK DISK
 ES0569_SETTING: 66 = SET IN ROCK OUTCROP
 ES0569_SP_SET: ROCK OUTCROP
 ES0569_STAMPING: U 344 1959
 ES0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0569+STABILITY: POSITION/ELEVATION WELL
 ES0569
 ES0569  HISTORY     - Date     Condition        Report By
 ES0569  HISTORY     - 1959     MONUMENTED       CGS
 ES0569  HISTORY     - 1960     GOOD             NGS
 ES0569  HISTORY     - 1969     GOOD             NGS
 ES0569
 ES0569                          STATION DESCRIPTION
 ES0569
 ES0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0569'9.25 MI N FROM CAMP VERDE.
 ES0569'2.8 MILES NORTHWEST ALONG THE HIGHWAY TO COTTONWOOD FROM THE POST
 ES0569'OFFICE AT CAMP VERDE, THENCE 6.1 MILES NORTH ALONG STATE HIGHWAY 79 TO
 ES0569'THE MCGUIREVILLE INTERCHANGE, THENCE 2.6 MILES NORTHEAST ALONG
 ES0569'INTERSTATE HIGHWAY 17, ON THE NORTH SLOPE OF A ROUND STEEP HILL, 86
 ES0569'FEET NORTHWEST OF THE SOUTH-BOUND LANE, 10 FEET SOUTHEAST OF THE
 ES0569'RIGHT-OF-WAY FENCE, 4 FEET SOUTH OF A WITNESS POST, 1 FOOT WEST OF A
 ES0569'ROUND BOULDER THAT PROJECTS 3 FEET ON THE NORTH SIDE, CEMENTED IN A
 ES0569'DRILL HOLE IN A ROCK OUTCROP  THAT PROJECTS 1 FOOT ON THE NORTH SIDE,
 ES0569'ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 ES0569
 ES0569                          STATION RECOVERY (1969)
 ES0569
 ES0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0870 ***********************************************************************
 DA0870  DESIGNATION -  U 345
 DA0870  PID         -  DA0870
 DA0870  STATE/COUNTY-  AZ/PIMA
 DA0870  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0870
 DA0870                         *CURRENT SURVEY CONTROL
 DA0870  ___________________________________________________________________
 DA0870* NAD 83(1986)-  32 21 36.     (N)    113 11 53.     (W)     SCALED    
 DA0870* NAVD 88     -       235.13   (+/-2cm)     771.4    (feet)  VERTCON   
 DA0870  ___________________________________________________________________
 DA0870  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DA0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0870
 DA0870.The horizontal coordinates were scaled from a topographic map and have
 DA0870.an estimated accuracy of +/- 6 seconds.
 DA0870
 DA0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0870.The vertical order pertains to the NGVD 29 superseded value.
 DA0870
 DA0870.The geoid height was determined by GEOID03.
 DA0870
 DA0870;                    North         East    Units  Estimated Accuracy
 DA0870;SPC AZ C     -   151,510.       92,760.      MT  (+/- 180 meters Scaled)
 DA0870
 DA0870                          SUPERSEDED SURVEY CONTROL
 DA0870
 DA0870  NGVD 29 (??/??/92)  234.476  (m)          769.28   (f) ADJ UNCH    2 0
 DA0870
 DA0870.Superseded values are not recommended for survey control.
 DA0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0870.See file dsdata.txt to determine how the superseded data were derived.
 DA0870
 DA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA931824(NAD 83)
 DA0870_MARKER: DB = BENCH MARK DISK
 DA0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0870_STAMPING: U 345 1961
 DA0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0870+STABILITY: SURFACE MOTION
 DA0870
 DA0870  HISTORY     - Date     Condition        Report By
 DA0870  HISTORY     - 1961     MONUMENTED       CGS
 DA0870  HISTORY     - 1962     GOOD             NGS
 DA0870
 DA0870                          STATION DESCRIPTION
 DA0870
 DA0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0870'11.95 MI S FROM TONY TANK.
 DA0870'ABOUT 11.95 MILES SOUTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK
 DA0870'AT TONY TANK, 1.5 MILES NORTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0870'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 45, 26 FEET WEST OF THE
 DA0870'CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 DA0870'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0870'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0559 ***********************************************************************
 ES0559  DESIGNATION -  U 345
 ES0559  PID         -  ES0559
 ES0559  STATE/COUNTY-  AZ/YAVAPAI
 ES0559  USGS QUAD   -  CASNER BUTTE (1965)
 ES0559
 ES0559                         *CURRENT SURVEY CONTROL
 ES0559  ___________________________________________________________________
 ES0559* NAD 83(1986)-  34 44 02.     (N)    111 41 53.     (W)     SCALED    
 ES0559* NAVD 88     -      1480.381  (meters)    4856.88   (feet)  ADJUSTED  
 ES0559  ___________________________________________________________________
 ES0559  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 ES0559  DYNAMIC HT  -        1478.447 (meters)    4850.54  (feet)  COMP
 ES0559  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 ES0559
 ES0559  VERT ORDER  -  SECOND    CLASS 0
 ES0559
 ES0559.The horizontal coordinates were scaled from a topographic map and have
 ES0559.an estimated accuracy of +/- 6 seconds.
 ES0559
 ES0559.The orthometric height was determined by differential leveling
 ES0559.and adjusted in June 1991.
 ES0559
 ES0559.The geoid height was determined by GEOID03.
 ES0559
 ES0559.The dynamic height is computed by dividing the NAVD 88
 ES0559.geopotential number by the normal gravity value computed on the
 ES0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0559.degrees latitude (g = 980.6199 gals.).
 ES0559
 ES0559.The modeled gravity was interpolated from observed gravity values.
 ES0559
 ES0559;                    North         East    Units  Estimated Accuracy
 ES0559;SPC AZ C     -   414,080.      233,380.      MT  (+/- 180 meters Scaled)
 ES0559
 ES0559                          SUPERSEDED SURVEY CONTROL
 ES0559
 ES0559  NGVD 29 (??/??/92) 1479.600  (m)         4854.32   (f) ADJ UNCH    2 0
 ES0559
 ES0559.Superseded values are not recommended for survey control.
 ES0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0559.See file dsdata.txt to determine how the superseded data were derived.
 ES0559
 ES0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD360437(NAD 83)
 ES0559_MARKER: DB = BENCH MARK DISK
 ES0559_SETTING: 80 = SET IN A BOULDER
 ES0559_SP_SET: BOULDER
 ES0559_STAMPING: U 345 1959
 ES0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0559+STABILITY: SURFACE MOTION
 ES0559
 ES0559  HISTORY     - Date     Condition        Report By
 ES0559  HISTORY     - 1959     MONUMENTED       CGS
 ES0559  HISTORY     - 1960     GOOD             NGS
 ES0559
 ES0559                          STATION DESCRIPTION
 ES0559
 ES0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0559'36.0 MI S FROM FLAGSTAFF.
 ES0559'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0559'STATION IN FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0559'THENCE 36.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO THE STATION 0.6
 ES0559'MILE SOUTH OF A LARGE BORROW PIT, 110 FEET WEST OF THE RIGHT-OF-WAY
 ES0559'FENCE, 92 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A
 ES0559'WITNESS POST AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECT 1
 ES0559'FOOT.  7.0 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0968 ***********************************************************************
 DA0968  DESIGNATION -  U 346
 DA0968  PID         -  DA0968
 DA0968  STATE/COUNTY-  AZ/YUMA
 DA0968  USGS QUAD   -  COYOTE WATER (1990)
 DA0968
 DA0968                         *CURRENT SURVEY CONTROL
 DA0968  ___________________________________________________________________
 DA0968* NAD 83(1992)-  32 16 55.86634(N)    113 57 41.75626(W)     ADJUSTED  
 DA0968* NAVD 88     -       325.21   (+/-2cm)    1067.0    (feet)  VERTCON   
 DA0968  ___________________________________________________________________
 DA0968  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DA0968  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DA0968  HORZ ORDER  -  THIRD
 DA0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0968
 DA0968.The horizontal coordinates were established by classical geodetic methods
 DA0968.and adjusted by the National Geodetic Survey in August 1993.
 DA0968
 DA0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0968.The vertical order pertains to the NGVD 29 superseded value.
 DA0968
 DA0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0968
 DA0968.The geoid height was determined by GEOID03.
 DA0968
 DA0968;                    North         East     Units Scale Factor Converg.
 DA0968;SPC AZ W     -   142,179.593   193,428.138   MT  0.99993823   -0 06 46.8
 DA0968;SPC AZ W     -   466,468.48    634,606.75   iFT  0.99993823   -0 06 46.8
 DA0968;UTM  12      - 3,575,566.815   221,067.543   MT  1.00055957   -1 34 58.0
 DA0968;UTM  11      - 3,575,769.365   786,168.808   MT  1.00061002   +1 37 26.0
 DA0968
 DA0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0968!SPC AZ W     -   0.99995420  x   0.99993823  =   0.99989243
 DA0968!UTM  12      -   0.99995420  x   1.00055957  =   1.00051375
 DA0968!UTM  11      -   0.99995420  x   1.00061002  =   1.00056419
 DA0968
 DA0968:                Primary Azimuth Mark                     Grid Az
 DA0968:SPC AZ W     -  BOUNDARY MON 189 RM                      196 59 56.2
 DA0968:UTM  12      -  BOUNDARY MON 189 RM                      198 28 07.4
 DA0968:UTM  11      -  BOUNDARY MON 189 RM                      195 15 43.4
 DA0968
 DA0968|---------------------------------------------------------------------|
 DA0968| PID    Reference Object                     Distance      Geod. Az  |
 DA0968|                                                           dddmmss.s |
 DA0968| DA1418 BOUNDARY MON 189 RM                 APPROX. 4.9 KM 1965309.4 |
 DA0968|---------------------------------------------------------------------|
 DA0968
 DA0968                          SUPERSEDED SURVEY CONTROL
 DA0968
 DA0968  NAD 83(1986)-  32 16 55.86014(N)    113 57 41.78300(W) AD(       ) 3
 DA0968  NGVD 29 (??/??/92)  324.520  (m)         1064.70   (f) ADJ UNCH    2 0
 DA0968
 DA0968.Superseded values are not recommended for survey control.
 DA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0968.See file dsdata.txt to determine how the superseded data were derived.
 DA0968
 DA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA2106875567(NAD 83)
 DA0968_MARKER: DB = BENCH MARK DISK
 DA0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0968_STAMPING: U 346 1961
 DA0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0968+STABILITY: SURFACE MOTION
 DA0968
 DA0968  HISTORY     - Date     Condition        Report By
 DA0968  HISTORY     - 1961     MONUMENTED       CGS
 DA0968  HISTORY     - 1962     GOOD             NGS
 DA0968
 DA0968                          STATION DESCRIPTION
 DA0968
 DA0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0968'FIELD WORK DONE BY AMS.  DESCRIBED IN NGS LEVEL LINE AS FOLLOWS.
 DA0968'
 DA0968'ABOUT 14.0 MI W. ALONG TRAIL RD. FROM WINDMILL AND GAME
 DA0968'COMMISSION SHELTER AT TULE WELL.  2.3 MI E. OF 4X4-INCH WHITE
 DA0968'WOODEN REFERENCE POST PROJECTING 16 FT AND NUMBERED 16.  57 YARDS
 DA0968'S. OF METAL POST BEARING NATIONAL WILDLIFE REFUGE SHIELD, 34
 DA0968'YARDS SW. OF AND ACROSS RD. FROM WOODEN SIGN MARKING CABEZA
 DA0968'PRIETA GAME RANGE.  25 FT N. OF CENTERLINE OF TRAIL RD., 2.0 FT
 DA0968'NE. OF METAL WITNESS POST, ABOUT 1-1/2 FT ABOVE LEVEL OF TRAIL
 DA0968'RD.
 DA0968'
 DA0968'STATION MARK--NGS BM DISK STAMPED---U 346 1961---, IN TOP OF
 DA0968'CONCRETE POST PROJECTING 6 INCHES.
 DA0968
 DA0968                          STATION RECOVERY (1962)
 DA0968
 DA0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA0968'14.0 MI W FROM TULE WELL.
 DA0968'ABOUT 14.0 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0968'COMMISSION SHELTER AT TULE WELL, 2.3 MILES EAST OF A 4X4-INCH WHITE
 DA0968'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 16, 57
 DA0968'YARDS SOUTH OF A METAL POST BEARING A NATIONAL WILDLIFE REFUGE SHIELD,
 DA0968'34 YARDS SOUTHWEST OF AND ACROSS THE ROAD FROM A WOODEN SIGN MARKING
 DA0968'THE CABEZA PRIETA GAME RANGE, 25 FEET NORTH OF THE CENTER LINE OF THE
 DA0968'TRAIL ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2
 DA0968'FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA0968'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0269 ***********************************************************************
 FP0269  DESIGNATION -  U 346
 FP0269  PID         -  FP0269
 FP0269  STATE/COUNTY-  AZ/APACHE
 FP0269  USGS QUAD   -  KACHINA POINT (1972)
 FP0269
 FP0269                         *CURRENT SURVEY CONTROL
 FP0269  ___________________________________________________________________
 FP0269* NAD 83(1986)-  35 02 55.     (N)    109 48 12.     (W)     SCALED    
 FP0269* NAVD 88     -      1721.783  (meters)    5648.88   (feet)  ADJUSTED  
 FP0269  ___________________________________________________________________
 FP0269  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FP0269  DYNAMIC HT  -        1719.379 (meters)    5641.00  (feet)  COMP
 FP0269  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 FP0269
 FP0269  VERT ORDER  -  FIRST     CLASS II
 FP0269
 FP0269.The horizontal coordinates were scaled from a topographic map and have
 FP0269.an estimated accuracy of +/- 6 seconds.
 FP0269
 FP0269.The orthometric height was determined by differential leveling
 FP0269.and adjusted in June 1991.
 FP0269
 FP0269.The geoid height was determined by GEOID03.
 FP0269
 FP0269.The dynamic height is computed by dividing the NAVD 88
 FP0269.geopotential number by the normal gravity value computed on the
 FP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0269.degrees latitude (g = 980.6199 gals.).
 FP0269
 FP0269.The modeled gravity was interpolated from observed gravity values.
 FP0269
 FP0269;                    North         East    Units  Estimated Accuracy
 FP0269;SPC AZ E     -   449,030.      246,510.      MT  (+/- 180 meters Scaled)
 FP0269
 FP0269                          SUPERSEDED SURVEY CONTROL
 FP0269
 FP0269  NGVD 29 (??/??/92) 1720.879  (m)         5645.92   (f) ADJ UNCH    1 2
 FP0269
 FP0269.Superseded values are not recommended for survey control.
 FP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0269.See file dsdata.txt to determine how the superseded data were derived.
 FP0269
 FP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD091790(NAD 83)
 FP0269_MARKER: DB = BENCH MARK DISK
 FP0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0269_SP_SET: BRIDGE
 FP0269_STAMPING: U 346 1959
 FP0269_MARK LOGO: CGS   
 FP0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FP0269+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 FP0269
 FP0269  HISTORY     - Date     Condition        Report By
 FP0269  HISTORY     - 1959     MONUMENTED       CGS
 FP0269  HISTORY     - 1972     GOOD             USGS
 FP0269  HISTORY     - 1983     GOOD             NGS
 FP0269  HISTORY     - 20040803 GOOD             EVANS
 FP0269
 FP0269                          STATION DESCRIPTION
 FP0269
 FP0269'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0269'24.0 MI E FROM HOLBROOK.
 FP0269'FROM PETRIFIED FOREST N.P. ROAD OVERPASS OF I-40 HIGHWAY, BM IS 150
 FP0269'FT. N. OF, CENTER LINE OF W. BOUND TRAFFIC LANE, AND CENTER OF THE E.
 FP0269'HEADWALL OF A 7 FT. BRIDGE THAT HAS A LARGE FILL LEADING TO THE
 FP0269'OVERPASS.  A STANDARD TABLET STAMPED U 346 1959.
 FP0269
 FP0269                          STATION RECOVERY (1983)
 FP0269
 FP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0269'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  37.5 KM (23.3
 FP0269'MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0269'NAVAJO BOULEVARD IN HOLBROOK, OR 37.5 KM (23.3 MI) SOUTHWESTERLY ALONG
 FP0269'INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH U. S. HIGHWAY 191 AND
 FP0269'STATE HIGHWAY 63 IN CHAMBERS, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST
 FP0269'310, 0.9 METER (3.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 FP0269'NORTHEAST HEADWALL OF A BOX CULVERT UNDER A PAVED ROAD, 68.6 METERS
 FP0269'(225.1 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 FP0269'THE HIGHWAY AND 14.0 METERS (45.9 FT) NORTHEAST OF THE CENTERLINE OF
 FP0269'THE PAVED ROAD.
 FP0269'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FP0269
 FP0269                          STATION RECOVERY (2004)
 FP0269
 FP0269'RECOVERY NOTE BY DAVID EVANS + ASSOC 2004 (LDF)
 FP0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0953 ***********************************************************************
 DA0953  DESIGNATION -  U 347
 DA0953  PID         -  DA0953
 DA0953  STATE/COUNTY-  AZ/YUMA
 DA0953  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0953
 DA0953                         *CURRENT SURVEY CONTROL
 DA0953  ___________________________________________________________________
 DA0953* NAD 83(1986)-  32 15 09.     (N)    113 49 08.     (W)     SCALED    
 DA0953* NAVD 88     -       390.08   (+/-2cm)    1279.8    (feet)  VERTCON   
 DA0953  ___________________________________________________________________
 DA0953  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DA0953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0953
 DA0953.The horizontal coordinates were scaled from a topographic map and have
 DA0953.an estimated accuracy of +/- 6 seconds.
 DA0953
 DA0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0953.The vertical order pertains to the NGVD 29 superseded value.
 DA0953
 DA0953.The geoid height was determined by GEOID03.
 DA0953
 DA0953;                    North         East    Units  Estimated Accuracy
 DA0953;SPC AZ W     -   138,870.      206,870.      MT  (+/- 180 meters Scaled)
 DA0953
 DA0953                          SUPERSEDED SURVEY CONTROL
 DA0953
 DA0953  NGVD 29 (??/??/92)  389.384  (m)         1277.50   (f) ADJ UNCH    2 0
 DA0953
 DA0953.Superseded values are not recommended for survey control.
 DA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0953.See file dsdata.txt to determine how the superseded data were derived.
 DA0953
 DA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA344719(NAD 83)
 DA0953_MARKER: DB = BENCH MARK DISK
 DA0953_SETTING: 66 = SET IN ROCK OUTCROP
 DA0953_SP_SET: ROCK OUTCROP
 DA0953_STAMPING: U 347 1961
 DA0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0953+STABILITY: POSITION/ELEVATION WELL
 DA0953
 DA0953  HISTORY     - Date     Condition        Report By
 DA0953  HISTORY     - 1961     MONUMENTED       CGS
 DA0953  HISTORY     - 1962     GOOD             NGS
 DA0953
 DA0953                          STATION DESCRIPTION
 DA0953
 DA0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0953'5.95 MI NW FROM TULE WELL.
 DA0953'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0953'COMMISSION SHELTER AT TULE WELL.  THENCE 2.65 MILES NORTHWEST ALONG A
 DA0953'TRAIL ROAD, 4.3 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0953'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 3, 2.6 MILES GENERAL
 DA0953'NORTHERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DA0953'PROJECTS 16 FEET AND IS NUMBERED 1, 317 FEET WEST OF THE CENTER LINE
 DA0953'OF THE TRAIL ROAD, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, NEAR THE
 DA0953'SOUTHEAST EDGE OF A ROCK HILL WHICH IS IN THE CENTER OF A FLAT, AND
 DA0953'SET IN THE TOP OF A ROCK OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0312 ***********************************************************************
 ER0312  DESIGNATION -  U 347
 ER0312  PID         -  ER0312
 ER0312  STATE/COUNTY-  AZ/APACHE
 ER0312  USGS QUAD   -  ADAMANA (1982)
 ER0312
 ER0312                         *CURRENT SURVEY CONTROL
 ER0312  ___________________________________________________________________
 ER0312* NAD 83(1986)-  34 59 02.     (N)    109 49 32.     (W)     SCALED    
 ER0312* NAVD 88     -      1647.426  (meters)    5404.93   (feet)  ADJUSTED  
 ER0312  ___________________________________________________________________
 ER0312  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ER0312  DYNAMIC HT  -        1645.151 (meters)    5397.47  (feet)  COMP
 ER0312  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 ER0312
 ER0312  VERT ORDER  -  SECOND    CLASS 0
 ER0312
 ER0312.The horizontal coordinates were scaled from a topographic map and have
 ER0312.an estimated accuracy of +/- 6 seconds.
 ER0312
 ER0312.The orthometric height was determined by differential leveling
 ER0312.and adjusted in June 1991.
 ER0312
 ER0312.The geoid height was determined by GEOID03.
 ER0312
 ER0312.The dynamic height is computed by dividing the NAVD 88
 ER0312.geopotential number by the normal gravity value computed on the
 ER0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0312.degrees latitude (g = 980.6199 gals.).
 ER0312
 ER0312.The modeled gravity was interpolated from observed gravity values.
 ER0312
 ER0312;                    North         East    Units  Estimated Accuracy
 ER0312;SPC AZ E     -   441,840.      244,500.      MT  (+/- 180 meters Scaled)
 ER0312
 ER0312                          SUPERSEDED SURVEY CONTROL
 ER0312
 ER0312  NGVD 29 (??/??/92) 1646.560  (m)         5402.09   (f) ADJ UNCH    2 0
 ER0312
 ER0312.Superseded values are not recommended for survey control.
 ER0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0312.See file dsdata.txt to determine how the superseded data were derived.
 ER0312
 ER0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD071718(NAD 83)
 ER0312_MARKER: DB = BENCH MARK DISK
 ER0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0312_STAMPING: U 347 1959
 ER0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0312+STABILITY: SURFACE MOTION
 ER0312
 ER0312  HISTORY     - Date     Condition        Report By
 ER0312  HISTORY     - 1959     MONUMENTED       CGS
 ER0312
 ER0312                          STATION DESCRIPTION
 ER0312
 ER0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ER0312'23.0 MI E FROM HOLBROOK.
 ER0312'23.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 ER0312'AT HOLBROOK, THENCE 3.6 MILES SOUTH ALONG A DIRT ROAD LEADING TO
 ER0312'ADAMANA, 26.4 FEET EAST OF THE CENTER OF THE DIRT ROAD, 21.9 FEET
 ER0312'NORTHWEST OF A POWER POLE, 2.4 FEET SOUTHWEST OF THE WITNESS POST, SET
 ER0312'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0029 ***********************************************************************
 DB0029  DESIGNATION -  U 348
 DB0029  PID         -  DB0029
 DB0029  STATE/COUNTY-  AZ/YUMA
 DB0029  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB0029
 DB0029                         *CURRENT SURVEY CONTROL
 DB0029  ___________________________________________________________________
 DB0029* NAD 83(1986)-  32 26 46.     (N)    114 16 22.     (W)     SCALED    
 DB0029* NAVD 88     -       247.15   (+/-2cm)     810.9    (feet)  VERTCON   
 DB0029  ___________________________________________________________________
 DB0029  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DB0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0029
 DB0029.The horizontal coordinates were scaled from a topographic map and have
 DB0029.an estimated accuracy of +/- 6 seconds.
 DB0029
 DB0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0029.The vertical order pertains to the NGVD 29 superseded value.
 DB0029
 DB0029.The geoid height was determined by GEOID03.
 DB0029
 DB0029;                    North         East    Units  Estimated Accuracy
 DB0029;SPC AZ W     -   160,460.      164,210.      MT  (+/- 180 meters Scaled)
 DB0029
 DB0029                          SUPERSEDED SURVEY CONTROL
 DB0029
 DB0029  NGVD 29 (??/??/??)  246.468  (m)          808.62   (f) ADJUSTED    2 0
 DB0029
 DB0029.Superseded values are not recommended for survey control.
 DB0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0029.See file dsdata.txt to determine how the superseded data were derived.
 DB0029
 DB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR563931(NAD 83)
 DB0029_MARKER: DB = BENCH MARK DISK
 DB0029_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0029_SP_SET: 8 FEET
 DB0029_STAMPING: U 348 1962
 DB0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0029
 DB0029  HISTORY     - Date     Condition        Report By
 DB0029  HISTORY     - 1962     MONUMENTED       CGS
 DB0029
 DB0029                          STATION DESCRIPTION
 DB0029
 DB0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0029'27 MI SSW FROM LIGURTA.
 DB0029'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0029'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0029'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0029'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0029'A WASH, THENCE 7.85 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.2
 DB0029'MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0029'PROJECTS 16 FEET AND IS NUMBER 11, 1.0 MILE SOUTHEAST OF THE BASE
 DB0029'OF A PART OF THE GILA MOUNTAINS WHICH PROJECTS TO THE WEST,
 DB0029'ABOUT 0.5 MILE SOUTHWEST OF THE BASE OF A MOUNTAIN, 16 FEET
 DB0029'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET
 DB0029'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DB0029'AND CLAMPED ON THE TOP OF A COPPER COATED ROD WHICH IS DRIVEN
 DB0029'TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 DB0029'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1187 ***********************************************************************
 CZ1187  DESIGNATION -  U 348
 CZ1187  PID         -  CZ1187
 CZ1187  STATE/COUNTY-  AZ/PINAL
 CZ1187  USGS QUAD   -  CHUICHU (1992)
 CZ1187
 CZ1187                         *CURRENT SURVEY CONTROL
 CZ1187  ___________________________________________________________________
 CZ1187* NAD 83(1986)-  32 50 25.     (N)    111 46 26.     (W)     SCALED    
 CZ1187* NAVD 88     -       428.69   (+/-2cm)    1406.5    (feet)  VERTCON   
 CZ1187  ___________________________________________________________________
 CZ1187  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ1187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1187
 CZ1187.The horizontal coordinates were scaled from a topographic map and have
 CZ1187.an estimated accuracy of +/- 6 seconds.
 CZ1187
 CZ1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1187.The vertical order pertains to the NGVD 29 superseded value.
 CZ1187
 CZ1187.The geoid height was determined by GEOID03.
 CZ1187
 CZ1187;                    North         East    Units  Estimated Accuracy
 CZ1187;SPC AZ C     -   204,050.      226,730.      MT  (+/- 180 meters Scaled)
 CZ1187
 CZ1187                          SUPERSEDED SURVEY CONTROL
 CZ1187
 CZ1187  NGVD 29 (??/??/92)  428.088  (m)         1404.49   (f) ADJ UNCH    2 0
 CZ1187
 CZ1187.Superseded values are not recommended for survey control.
 CZ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1187.See file dsdata.txt to determine how the superseded data were derived.
 CZ1187
 CZ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB275338(NAD 83)
 CZ1187_MARKER: DB = BENCH MARK DISK
 CZ1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1187_SP_SET: STOVE PIPE
 CZ1187_STAMPING: U 348 1960
 CZ1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1187
 CZ1187  HISTORY     - Date     Condition        Report By
 CZ1187  HISTORY     - 1960     MONUMENTED       CGS
 CZ1187  HISTORY     - 1966     GOOD             DOD
 CZ1187  HISTORY     - 20080510 MARK NOT FOUND   GEOCAC
 CZ1187
 CZ1187                          STATION DESCRIPTION
 CZ1187
 CZ1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1187'4.1 MI SW FROM CASA GRANDE.
 CZ1187'1.5 MILES WEST ON STATE HIGHWAY 84 FROM CASA GRANDE, THENCE 2.6 MILES
 CZ1187'SOUTH ON GRADED ROAD, 200 FEET NORTH OF NEW HIGHWAY, 28 FEET EAST OF
 CZ1187'CENTER LINE OF DIRT ROAD, 2.0 FEET NORTH OF WITNESS POST, SET IN TOP
 CZ1187'OF 6-INCH CONCRETE-FILLED STOVEPIPE PROJECTING 6 INCHES.  NOTE-- OMIT
 CZ1187'LINE, 200 FEET NORTH OF NEW HIGHWAY.  THE NEW HIGHWAY OF WHICH THEY
 CZ1187'SPEAK WAS RE-ROUTED IN THIS IMEDIATE AREA.
 CZ1187
 CZ1187                          STATION RECOVERY (1966)
 CZ1187
 CZ1187'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1187'RECOVERED IN GOOD CONDITION.
 CZ1187
 CZ1187                          STATION RECOVERY (2008)
 CZ1187
 CZ1187'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1187'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1187'MARK. THE ROAD HAS BEEN WIDENED, AND THE AREA 28 FEET EAST OF THE
 CZ1187'CENTERLINE HAS BEEN GRADED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0098 ***********************************************************************
 DB0098  DESIGNATION -  U 349
 DB0098  PID         -  DB0098
 DB0098  STATE/COUNTY-  AZ/YUMA
 DB0098  USGS QUAD   -  WELLTON SE (1965)
 DB0098
 DB0098                         *CURRENT SURVEY CONTROL
 DB0098  ___________________________________________________________________
 DB0098* NAD 83(1986)-  32 30 14.     (N)    114 02 16.     (W)     SCALED    
 DB0098* NAVD 88     -       255.17   (+/-2cm)     837.2    (feet)  VERTCON   
 DB0098  ___________________________________________________________________
 DB0098  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0098
 DB0098.The horizontal coordinates were scaled from a topographic map and have
 DB0098.an estimated accuracy of +/- 6 seconds.
 DB0098
 DB0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0098.The vertical order pertains to the NGVD 29 superseded value.
 DB0098
 DB0098.The geoid height was determined by GEOID03.
 DB0098
 DB0098;                    North         East    Units  Estimated Accuracy
 DB0098;SPC AZ W     -   166,780.      186,320.      MT  (+/- 180 meters Scaled)
 DB0098
 DB0098                          SUPERSEDED SURVEY CONTROL
 DB0098
 DB0098  NGVD 29 (??/??/??)  254.468  (m)          834.87   (f) ADJUSTED    2 0
 DB0098
 DB0098.Superseded values are not recommended for survey control.
 DB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0098.See file dsdata.txt to determine how the superseded data were derived.
 DB0098
 DB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS783001(NAD 83)
 DB0098_MARKER: DB = BENCH MARK DISK
 DB0098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0098_SP_SET: 13 FEET
 DB0098_STAMPING: U 349 1961
 DB0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0098
 DB0098  HISTORY     - Date     Condition        Report By
 DB0098  HISTORY     - 1961     MONUMENTED       CGS
 DB0098  HISTORY     - 1962     GOOD             NGS
 DB0098
 DB0098                          STATION DESCRIPTION
 DB0098
 DB0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0098'15.1 MI SE FROM WELLTON.
 DB0098'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0098'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0098'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0098'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0098'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 11.4 MILES SOUTHEAST
 DB0098'ALONG A DIM TRAIL ROAD, 0.35 MILE SOUTH SOUTHEAST OF A 4 X 4-INCH
 DB0098'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER
 DB0098'6, ABOUT 0.5 MILE SOUTH OF A ROCKY PROJECTION AT THE BASE OF A
 DB0098'MOUNTAIN, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD,
 DB0098'2 1/2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DB0098'ABOVE THE LEVEL OF THE TRAIL ROAD, AND CLAMPED ON A COPPER COATED
 DB0098'ROD WHICH IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A
 DB0098'6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0306 ***********************************************************************
 ER0306  DESIGNATION -  U 35
 ER0306  PID         -  ER0306
 ER0306  STATE/COUNTY-  AZ/APACHE
 ER0306  USGS QUAD   -  HUNT (1982)
 ER0306
 ER0306                         *CURRENT SURVEY CONTROL
 ER0306  ___________________________________________________________________
 ER0306* NAD 83(1986)-  34 37 04.     (N)    109 39 29.     (W)     SCALED    
 ER0306* NAVD 88     -      1659.280  (meters)    5443.82   (feet)  ADJUSTED  
 ER0306  ___________________________________________________________________
 ER0306  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ER0306  DYNAMIC HT  -        1656.932 (meters)    5436.12  (feet)  COMP
 ER0306  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 ER0306
 ER0306  VERT ORDER  -  SECOND    CLASS 0
 ER0306
 ER0306.The horizontal coordinates were scaled from a topographic map and have
 ER0306.an estimated accuracy of +/- 6 seconds.
 ER0306
 ER0306.The orthometric height was determined by differential leveling
 ER0306.and adjusted in June 1991.
 ER0306
 ER0306.The geoid height was determined by GEOID03.
 ER0306
 ER0306.The dynamic height is computed by dividing the NAVD 88
 ER0306.geopotential number by the normal gravity value computed on the
 ER0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0306.degrees latitude (g = 980.6199 gals.).
 ER0306
 ER0306.The modeled gravity was interpolated from observed gravity values.
 ER0306
 ER0306;                    North         East    Units  Estimated Accuracy
 ER0306;SPC AZ E     -   401,290.      260,000.      MT  (+/- 180 meters Scaled)
 ER0306
 ER0306                          SUPERSEDED SURVEY CONTROL
 ER0306
 ER0306  NGVD 29 (??/??/92) 1658.438  (m)         5441.06   (f) ADJ UNCH    2 0
 ER0306
 ER0306.Superseded values are not recommended for survey control.
 ER0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0306.See file dsdata.txt to determine how the superseded data were derived.
 ER0306
 ER0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD230314(NAD 83)
 ER0306_MARKER: DB = BENCH MARK DISK
 ER0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0306_STAMPING: U 35 1934
 ER0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0306+STABILITY: SURFACE MOTION
 ER0306
 ER0306  HISTORY     - Date     Condition        Report By
 ER0306  HISTORY     - 1934     MONUMENTED       CGS
 ER0306
 ER0306                          STATION DESCRIPTION
 ER0306
 ER0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0306'37.6 MI SE FROM HOLBROOK.
 ER0306'IN APACHE COUNTY, 37.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE
 ER0306'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO
 ER0306'COUNTY, 1.8 MILES NORTHWEST OF THE SCHOOLHOUSE AT HUNT, APACHE COUNTY,
 ER0306'60 YARDS EAST OF A CONCRETE CULVERT, 14 FEET SOUTH OF A DRAINAGE
 ER0306'DITCH, AND 54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 ER0306'DISK, STAMPED U 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 ER0306'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0981 ***********************************************************************
 DA0981  DESIGNATION -  U 350
 DA0981  PID         -  DA0981
 DA0981  STATE/COUNTY-  AZ/YUMA
 DA0981  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0981
 DA0981                         *CURRENT SURVEY CONTROL
 DA0981  ___________________________________________________________________
 DA0981* NAD 83(1992)-  32 21 05.81722(N)    113 39 53.63877(W)     ADJUSTED  
 DA0981* NAVD 88     -       261.22   (+/-2cm)     857.0    (feet)  VERTCON   
 DA0981  ___________________________________________________________________
 DA0981  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DA0981  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA0981  HORZ ORDER  -  THIRD
 DA0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0981
 DA0981.The horizontal coordinates were established by classical geodetic methods
 DA0981.and adjusted by the National Geodetic Survey in August 1993.
 DA0981
 DA0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0981.The vertical order pertains to the NGVD 29 superseded value.
 DA0981
 DA0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0981
 DA0981.The geoid height was determined by GEOID03.
 DA0981
 DA0981;                    North         East     Units Scale Factor Converg.
 DA0981;SPC AZ W     -   149,861.951   221,370.027   MT  0.99993412   +0 02 43.9
 DA0981;SPC AZ W     -   491,673.07    726,279.62   iFT  0.99993412   +0 02 43.9
 DA0981;UTM  12      - 3,582,533.029   249,212.391   MT  1.00037566   -1 25 36.4
 DA0981
 DA0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0981!SPC AZ W     -   0.99996417  x   0.99993412  =   0.99989829
 DA0981!UTM  12      -   0.99996417  x   1.00037566  =   1.00033981
 DA0981
 DA0981:                Primary Azimuth Mark                     Grid Az
 DA0981:SPC AZ W     -  HEART                                    080 40 00.1
 DA0981:UTM  12      -  HEART                                    082 08 20.4
 DA0981
 DA0981|---------------------------------------------------------------------|
 DA0981| PID    Reference Object                     Distance      Geod. Az  |
 DA0981|                                                           dddmmss.s |
 DA0981| DA1284 HEART                               APPROX. 4.6 KM 0804244.0 |
 DA0981|---------------------------------------------------------------------|
 DA0981
 DA0981                          SUPERSEDED SURVEY CONTROL
 DA0981
 DA0981  NAD 83(1986)-  32 21 05.79350(N)    113 39 53.68049(W) AD(       ) 3
 DA0981  NGVD 29 (??/??/92)  260.545  (m)          854.80   (f) ADJ UNCH    2 0
 DA0981
 DA0981.Superseded values are not recommended for survey control.
 DA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0981.See file dsdata.txt to determine how the superseded data were derived.
 DA0981
 DA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA4921282533(NAD 83)
 DA0981_MARKER: DB = BENCH MARK DISK
 DA0981_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0981_SP_SET: 10 1/2 FT
 DA0981_STAMPING: U 350 1962
 DA0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0981
 DA0981  HISTORY     - Date     Condition        Report By
 DA0981  HISTORY     - 1962     MONUMENTED       CGS
 DA0981  HISTORY     - 1962     GOOD             AMS
 DA0981
 DA0981                          STATION DESCRIPTION
 DA0981
 DA0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0981'13.2 MI NE FROM TULE WELL.
 DA0981'ABOUT 13.2 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0981'COMMISSION SHELTER AT TULE WELL.  1.6 MILES SOUTH OF A 4X4-INCH WHITE
 DA0981'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 25, 77
 DA0981'YARDS SOUTHWEST OF A LONE SAGUARO, 13 FEET NORTHEAST OF THE CENTER
 DA0981'LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 DA0981'FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DA0981'COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 1/2 FEET AND IS ENCASED IN
 DA0981'A 6-INCH TILE WHICH PROJECTS 10 INCHES.
 DA0981
 DA0981                          STATION RECOVERY (1962)
 DA0981
 DA0981'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA0981'FIELD WORK DONE BY AMS.  DESCRIBED IN NGS LEVEL LINE.  AMS
 DA0981'DESCRIPTION FOLLOWS.
 DA0981'
 DA0981'LOCATED ABOUT 47 MI W. OF AJO, ABOUT 27 MI S. OF MOHAWK, ABOUT
 DA0981'13.2 MI NE. ALONG TRAIL RD. FROM FISH AND GAME COMMISSION SHELTER
 DA0981'AT TULE WELL, 1.6 MI S. OF 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0981'PROJECTING 16 FT AND NUMBERED 25.  77 YARDS SW. OF LONE SAGUARO.
 DA0981'13 FT NE. OF CENTERLINE OF RD., 2.0 FT NE. OF METAL WITNESS POST,
 DA0981'ABOUT 2 FT ABOVE LEVEL OF RD.
 DA0981'
 DA0981'STATION MARK--NGS BM DISK STAMPED---U 350 1962---, ON TOP OF
 DA0981'5/8-INCH COPPER-COATED ROD DRIVEN TO DEPTH OF 10-1/2 FT, ENCASED
 DA0981'IN 6-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1123 ***********************************************************************
 DA1123  DESIGNATION -  U 351
 DA1123  PID         -  DA1123
 DA1123  STATE/COUNTY-  AZ/YUMA
 DA1123  USGS QUAD   -  MOHAWK (1982)
 DA1123
 DA1123                         *CURRENT SURVEY CONTROL
 DA1123  ___________________________________________________________________
 DA1123* NAD 83(1986)-  32 39 31.     (N)    113 49 25.     (W)     SCALED    
 DA1123* NAVD 88     -       119.76   (+/-2cm)     392.9    (feet)  VERTCON   
 DA1123  ___________________________________________________________________
 DA1123  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1123
 DA1123.The horizontal coordinates were scaled from a topographic map and have
 DA1123.an estimated accuracy of +/- 6 seconds.
 DA1123
 DA1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1123.The vertical order pertains to the NGVD 29 superseded value.
 DA1123
 DA1123.The geoid height was determined by GEOID03.
 DA1123
 DA1123;                    North         East    Units  Estimated Accuracy
 DA1123;SPC AZ W     -   183,900.      206,460.      MT  (+/- 180 meters Scaled)
 DA1123
 DA1123                          SUPERSEDED SURVEY CONTROL
 DA1123
 DA1123  NGVD 29 (??/??/92)  119.101  (m)          390.75   (f) ADJ UNCH    2 0
 DA1123
 DA1123.Superseded values are not recommended for survey control.
 DA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1123.See file dsdata.txt to determine how the superseded data were derived.
 DA1123
 DA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB351169(NAD 83)
 DA1123_MARKER: DB = BENCH MARK DISK
 DA1123_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1123_SP_SET: 9 FT.
 DA1123_STAMPING: U 351 1962
 DA1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1123
 DA1123  HISTORY     - Date     Condition        Report By
 DA1123  HISTORY     - 1962     MONUMENTED       CGS
 DA1123
 DA1123                          STATION DESCRIPTION
 DA1123
 DA1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1123'10.3 MI SE FROM TACNA.
 DA1123'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1123'TACNA.  THENCE 4.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1123'WELL, 3.7 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1123'WHICH PROJECTING 16 FEET AND IS NUMBERED 24, 39 FEET NORTHEAST OF THE
 DA1123'CENTER LINE OF THE TRAIL ROAD, 1.8 FEET NORTHEAST OF A METAL WITNESS
 DA1123'POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 DA1123'A DEPTH OF 9 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 10
 DA1123'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1018 ***********************************************************************
 DA1018  DESIGNATION -  U 352
 DA1018  PID         -  DA1018
 DA1018  STATE/COUNTY-  AZ/YUMA
 DA1018  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1018
 DA1018                         *CURRENT SURVEY CONTROL
 DA1018  ___________________________________________________________________
 DA1018* NAD 83(1986)-  32 26 02.     (N)    113 36 30.     (W)     SCALED    
 DA1018* NAVD 88     -       205.88   (+/-2cm)     675.5    (feet)  VERTCON   
 DA1018  ___________________________________________________________________
 DA1018  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DA1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1018
 DA1018.The horizontal coordinates were scaled from a topographic map and have
 DA1018.an estimated accuracy of +/- 6 seconds.
 DA1018
 DA1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1018.The vertical order pertains to the NGVD 29 superseded value.
 DA1018
 DA1018.The geoid height was determined by GEOID03.
 DA1018
 DA1018;                    North         East    Units  Estimated Accuracy
 DA1018;SPC AZ W     -   158,990.      226,680.      MT  (+/- 180 meters Scaled)
 DA1018
 DA1018                          SUPERSEDED SURVEY CONTROL
 DA1018
 DA1018  NGVD 29 (??/??/92)  205.233  (m)          673.34   (f) ADJ UNCH    2 0
 DA1018
 DA1018.Superseded values are not recommended for survey control.
 DA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1018.See file dsdata.txt to determine how the superseded data were derived.
 DA1018
 DA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA547915(NAD 83)
 DA1018_MARKER: DB = BENCH MARK DISK
 DA1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1018_STAMPING: U 352 1962
 DA1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1018+STABILITY: SURFACE MOTION
 DA1018
 DA1018  HISTORY     - Date     Condition        Report By
 DA1018  HISTORY     - 1962     MONUMENTED       CGS
 DA1018
 DA1018                          STATION DESCRIPTION
 DA1018
 DA1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1018'22.05 MI NE FROM TULE WELL.
 DA1018'ABOUT 18.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DA1018'GAME COMMISSION SHELTER AT TULE WELL.  THENCE 3.7 MILES EAST ALONG A
 DA1018'SANDY TRAIL ROAD.  OF ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM
 DA1018'THE STONE WATER TANK AT TONY TANK.  THENCE 13.45 MILES SOUTHWEST ALONG
 DA1018'A TRAIL ROAD.  THENCE 1.75 MILES NORTHWEST ALONG THE NORTHEAST SIDE OF
 DA1018'THE BASE OF THE MOHAWK MOUNTAINS TO A PASS,  THENCE 1.85 MILES SOUTH
 DA1018'SOUTHWEST ALONG A TRAIL ROAD THROUGH THE PASS.  THENCE 7.2 MILES WEST
 DA1018'ALONG A DIM TRAIL ROAD, 0.9 MILE NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA1018'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 42, 18 FEET
 DA1018'SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET NORTH OF A METAL
 DA1018'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA1018'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0774 ***********************************************************************
 DA0774  DESIGNATION -  U 353
 DA0774  PID         -  DA0774
 DA0774  STATE/COUNTY-  AZ/MARICOPA
 DA0774  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0774
 DA0774                         *CURRENT SURVEY CONTROL
 DA0774  ___________________________________________________________________
 DA0774* NAD 83(1986)-  32 42 18.     (N)    113 17 41.     (W)     SCALED    
 DA0774* NAVD 88     -       194.95   (+/-2cm)     639.6    (feet)  VERTCON   
 DA0774  ___________________________________________________________________
 DA0774  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DA0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0774
 DA0774.The horizontal coordinates were scaled from a topographic map and have
 DA0774.an estimated accuracy of +/- 6 seconds.
 DA0774
 DA0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0774.The vertical order pertains to the NGVD 29 superseded value.
 DA0774
 DA0774.The geoid height was determined by GEOID03.
 DA0774
 DA0774;                    North         East    Units  Estimated Accuracy
 DA0774;SPC AZ C     -   189,880.       84,160.      MT  (+/- 180 meters Scaled)
 DA0774
 DA0774                          SUPERSEDED SURVEY CONTROL
 DA0774
 DA0774  NGVD 29 (??/??/92)  194.354  (m)          637.64   (f) ADJ UNCH    2 0
 DA0774
 DA0774.Superseded values are not recommended for survey control.
 DA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0774.See file dsdata.txt to determine how the superseded data were derived.
 DA0774
 DA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB849209(NAD 83)
 DA0774_MARKER: DB = BENCH MARK DISK
 DA0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0774_SP_SET: 7 1/2 FT.
 DA0774_STAMPING: U 353 1961
 DA0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0774
 DA0774  HISTORY     - Date     Condition        Report By
 DA0774  HISTORY     - 1961     MONUMENTED       CGS
 DA0774  HISTORY     - 1962     GOOD             NGS
 DA0774
 DA0774                          STATION DESCRIPTION
 DA0774
 DA0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0774'14.3 MI SSW FROM SENTINEL.
 DA0774'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0774'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0774'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 3.45
 DA0774'MILES SOUTH ALONG A DIM TRAIL ROAD, 2.6 MILES GENERAL NORTHWESTERLY
 DA0774'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0774'16 FEET AND IS NUMBERED 33, 33 FEET EAST OF THE CENTER LINE OF THE
 DA0774'ROAD, 99 FEET NORTHEAST OF AND ACROSS THE TRAIL ROAD FROM A U.S.
 DA0774'GEOLOGICAL SURVEY MARK NUMBER 637.70, 2.5 FEET EAST OF A METAL WITNESS
 DA0774'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, CLAMPED ON THE TOP OF
 DA0774'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 1/2 FEET
 DA0774'AND ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0211 ***********************************************************************
 DB0211  DESIGNATION -  U 353
 DB0211  PID         -  DB0211
 DB0211  STATE/COUNTY-  AZ/YUMA
 DB0211  USGS QUAD   -  YUMA EAST (1994)
 DB0211
 DB0211                         *CURRENT SURVEY CONTROL
 DB0211  ___________________________________________________________________
 DB0211* NAD 83(1986)-  32 42 36.     (N)    114 36 51.     (W)     SCALED    
 DB0211* NAVD 88     -        43.89   (+/-2cm)     144.0    (feet)  VERTCON   
 DB0211  ___________________________________________________________________
 DB0211  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DB0211  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0211
 DB0211.The horizontal coordinates were scaled from a topographic map and have
 DB0211.an estimated accuracy of +/- 6 seconds.
 DB0211
 DB0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0211.The vertical order pertains to the NGVD 29 superseded value.
 DB0211
 DB0211.The geoid height was determined by GEOID03.
 DB0211
 DB0211;                    North         East    Units  Estimated Accuracy
 DB0211;SPC AZ W     -   189,930.      132,340.      MT  (+/- 180 meters Scaled)
 DB0211
 DB0211                          SUPERSEDED SURVEY CONTROL
 DB0211
 DB0211  NGVD 29 (??/??/??)   43.236  (m)          141.85   (f) ADJUSTED    1 2
 DB0211
 DB0211.Superseded values are not recommended for survey control.
 DB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0211.See file dsdata.txt to determine how the superseded data were derived.
 DB0211
 DB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS236216(NAD 83)
 DB0211_MARKER: DB = BENCH MARK DISK
 DB0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0211_SP_SET: CULVERT
 DB0211_STAMPING: U 353 1960
 DB0211_MARK LOGO: CGS   
 DB0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0211
 DB0211  HISTORY     - Date     Condition        Report By
 DB0211  HISTORY     - 1960     MONUMENTED       CGS
 DB0211  HISTORY     - 1981     GOOD             NGS
 DB0211  HISTORY     - 1981     GOOD             NGS
 DB0211  HISTORY     - 19950523 GOOD             USPSQD
 DB0211
 DB0211                          STATION DESCRIPTION
 DB0211
 DB0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0211'1 MI S FROM YUMA.
 DB0211'0.95 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DB0211'DEPOT AT YUMA TO A CONCRETE CULVERT AT MILEAGE 733.60, 20 FEET
 DB0211'WEST OF THE CENTERLINE OF THE EAST SWITCH TRACK, 18 FEET EAST OF
 DB0211'THE CENTERLINE OF THE WEST SWITCH TRACK, 3 FEET HIGHER THAN THE
 DB0211'WEST TRACK, 3 FEET LOWER THAN THE EAST TRACK, SET IN A DRILL
 DB0211'HOLE IN THE SOUTHWEST END OF THE CULVERT ABUTMENT.
 DB0211
 DB0211                          STATION RECOVERY (1981)
 DB0211
 DB0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0211'1.5 KM (0.95 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0211'THE STATION IN YUMA, SET IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 DB0211'HEADWALL FOR A CULVERT RUNNING UNDER THE TRACKS AND CONNECTED TO A
 DB0211'4 X 4 FT CONCRETE FOUNDATION, IN LINE WITH A ROW OF TELEGRAPH POLES
 DB0211'81.1 M (266 FT) NORTH OF A POWER LINE CROSSING THE TRACKS, 36.6 M
 DB0211'(120 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 34.7 M (114 FT)
 DB0211'SOUTH OF A TELEGRAPH POLE AND RAILROAD SWITCH NUMBER 0243, 16.5 M
 DB0211'(54.0 FT) NORTH OF A TELEGRAPH POLE, 5.5 M (18.0 FT) EAST OF THE EAST
 DB0211'RAIL OF A SPUR TRACK, 4.2 M (13.5 FT) SOUTHEAST OF RAILROAD SWITCH
 DB0211'NUMBER 0244. NOTE-NOT LEVELED THIS SURVEY.
 DB0211'THE MARK IS 0.9 M ABOVE THE TRACKS.
 DB0211
 DB0211                          STATION RECOVERY (1981)
 DB0211
 DB0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0211'1.5 KM (0.95 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0211'THE STATION IN YUMA, SET IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 DB0211'HEADWALL FOR A CULVERT RUNNING UNDER THE TRACKS AND CONNECTED TO A
 DB0211'4 X 4 FT CONCRETE FOUNDATION, IN LINE WITH A ROW OF TELEGRAPH POLES
 DB0211'81.1 M (266 FT) NORTH OF A POWER LINE CROSSING THE TRACKS, 36.6 M
 DB0211'(120 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 34.7 M (114 FT)
 DB0211'SOUTH OF A TELEGRAPH POLE AND RAILROAD SWITCH NUMBER 0243, 16.5 M
 DB0211'(54.0 FT) NORTH OF A TELEGRAPH POLE, 5.5 M (18.0 FT) EAST OF THE EAST
 DB0211'RAIL OF A SPUR TRACK, 4.2 M (13.5 FT) SOUTHEAST OF RAILROAD SWITCH
 DB0211'NUMBER 0244. NOTE-NOT LEVELED THIS SURVEY.
 DB0211'THE MARK IS 0.9 M ABOVE THE TRACKS.
 DB0211
 DB0211                          STATION RECOVERY (1995)
 DB0211
 DB0211'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0251 ***********************************************************************
 CZ0251  DESIGNATION -  U 354
 CZ0251  PID         -  CZ0251
 CZ0251  STATE/COUNTY-  AZ/PIMA
 CZ0251  USGS QUAD   -  TUCSON SE (1992)
 CZ0251
 CZ0251                         *CURRENT SURVEY CONTROL
 CZ0251  ___________________________________________________________________
 CZ0251* NAD 83(1986)-  32 05 30.     (N)    110 49 21.     (W)     SCALED    
 CZ0251* NAVD 88     -       878.975  (meters)    2883.77   (feet)  ADJUSTED  
 CZ0251  ___________________________________________________________________
 CZ0251  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CZ0251  DYNAMIC HT  -         877.714 (meters)    2879.63  (feet)  COMP
 CZ0251  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 CZ0251  OBS GRAVITY -     979,175.9   (mgal)                       GRAV_OBS
 CZ0251
 CZ0251  VERT ORDER  -  FIRST     CLASS II
 CZ0251
 CZ0251.The horizontal coordinates were scaled from a topographic map and have
 CZ0251.an estimated accuracy of +/- 6 seconds.
 CZ0251
 CZ0251.The orthometric height was determined by differential leveling
 CZ0251.and adjusted in June 1991.
 CZ0251
 CZ0251.The geoid height was determined by GEOID03.
 CZ0251
 CZ0251.The dynamic height is computed by dividing the NAVD 88
 CZ0251.geopotential number by the normal gravity value computed on the
 CZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0251.degrees latitude (g = 980.6199 gals.).
 CZ0251
 CZ0251.The modeled gravity was interpolated from observed gravity values.
 CZ0251.The observed gravity was obtained from relative gravimeter ties
 CZ0251.to the IGSN71 gravity network.
 CZ0251
 CZ0251;                    North         East    Units  Estimated Accuracy
 CZ0251;SPC AZ C     -   121,560.      316,640.      MT  (+/- 180 meters Scaled)
 CZ0251
 CZ0251                          SUPERSEDED SURVEY CONTROL
 CZ0251
 CZ0251  NGVD 29 (??/??/92)  878.294  (m)         2881.54   (f) ADJ UNCH    1 2
 CZ0251
 CZ0251.Superseded values are not recommended for survey control.
 CZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0251.See file dsdata.txt to determine how the superseded data were derived.
 CZ0251
 CZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA167506(NAD 83)
 CZ0251_MARKER: DB = BENCH MARK DISK
 CZ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0251_STAMPING: U 354 1960
 CZ0251_PROJECTION: FLUSH
 CZ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0251+STABILITY: SURFACE MOTION
 CZ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0251+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0251
 CZ0251  HISTORY     - Date     Condition        Report By
 CZ0251  HISTORY     - 1960     MONUMENTED       CGS
 CZ0251  HISTORY     - 1979     GOOD             NGS
 CZ0251  HISTORY     - 1990     GOOD             USPSQD
 CZ0251  HISTORY     - 1996     GOOD             USPSQD
 CZ0251  HISTORY     - 20060316 GOOD             USPSQD
 CZ0251
 CZ0251                          STATION DESCRIPTION
 CZ0251
 CZ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0251'10.6 MI SE FROM TUCSON.
 CZ0251'10.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0251'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 258, 113 FEET SOUTHWEST OF
 CZ0251'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 88.4 FEET SOUTHWEST OF
 CZ0251'THE MILE POLE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 1.4 FEET
 CZ0251'NORTHEAST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 CZ0251'PROJECTING 6 INCHES.
 CZ0251
 CZ0251                          STATION RECOVERY (1979)
 CZ0251
 CZ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0251'11.2 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0251'HIGHWAY 89 INTERCHANGE AT TUCSON, 258 FEET WEST OF MILE POST 272,
 CZ0251'112 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE
 CZ0251'AND 1.5 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0251'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0251'THE MARK IS 4 FT ABOVE EASTBOUND TRAFFIC LANE.
 CZ0251
 CZ0251                          STATION RECOVERY (1990)
 CZ0251
 CZ0251'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0251'RECOVERED IN GOOD CONDITION.
 CZ0251
 CZ0251                          STATION RECOVERY (1996)
 CZ0251
 CZ0251'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0251'RECOVERED IN GOOD CONDITION.
 CZ0251
 CZ0251                          STATION RECOVERY (2006)
 CZ0251
 CZ0251'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0251'FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0092 ***********************************************************************
 FS0092  HT_MOD      -  This is a Height Modernization Survey Station.
 FS0092  DESIGNATION -  U 355
 FS0092  PID         -  FS0092
 FS0092  STATE/COUNTY-  AZ/MOHAVE
 FS0092  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0092
 FS0092                         *CURRENT SURVEY CONTROL
 FS0092  ___________________________________________________________________
 FS0092* NAD 83(2007)-  35 50 44.21289(N)    114 34 36.96897(W)     ADJUSTED  
 FS0092* NAVD 88     -       691.95   (meters)    2270.2    (feet)  GPS OBS   
 FS0092  ___________________________________________________________________
 FS0092  EPOCH DATE  -        2007.00
 FS0092  X           -  -2,153,018.871 (meters)                     COMP
 FS0092  Y           -  -4,707,606.862 (meters)                     COMP
 FS0092  Z           -   3,714,708.146 (meters)                     COMP
 FS0092  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 FS0092  ELLIP HEIGHT-         663.687 (meters)          (03/02/09) ADJUSTED
 FS0092  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0092  HORZ ORDER  -  A
 FS0092  ELLP ORDER  -  FOURTH    CLASS I
 FS0092
 FS0092.The horizontal coordinates were established by GPS observations
 FS0092.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 FS0092
 FS0092.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0092.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0092.The horizontal coordinates are valid at the epoch date displayed above.
 FS0092.The epoch date for horizontal control is a decimal equivalence
 FS0092.of Year/Month/Day.
 FS0092
 FS0092.The orthometric height was determined by GPS observations and a
 FS0092.high-resolution geoid model.
 FS0092.The orthometric height was determined by GPS observations and a
 FS0092.high-resolution geoid model using precise GPS observation and
 FS0092.processing techniques. It supersedes the leveled height previously
 FS0092.determined for this station.
 FS0092
 FS0092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0092
 FS0092.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0092
 FS0092.The ellipsoidal height was determined by GPS observations
 FS0092.and is referenced to NAD 83.
 FS0092
 FS0092.The geoid height was determined by GEOID03.
 FS0092
 FS0092;                    North         East     Units Scale Factor Converg.
 FS0092;SPC AZ W     -   537,717.991   138,659.522   MT  1.00000207   -0 29 03.4
 FS0092;SPC AZ W     - 1,764,166.64    454,919.69   iFT  1.00000207   -0 29 03.4
 FS0092;UTM  11      - 3,969,535.745   718,830.539   MT  1.00019011   +1 25 10.3
 FS0092
 FS0092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0092!SPC AZ W     -   0.99989584  x   1.00000207  =   0.99989791
 FS0092!UTM  11      -   0.99989584  x   1.00019011  =   1.00008593
 FS0092
 FS0092                          SUPERSEDED SURVEY CONTROL
 FS0092
 FS0092  NAVD 88 (06/15/91)  691.875  (m)         2269.93   (f) ADJUSTED    1 2
 FS0092  NGVD 29 (??/??/92)  691.171  (m)         2267.62   (f) ADJ UNCH    1 2
 FS0092
 FS0092.Superseded values are not recommended for survey control.
 FS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0092.See file dsdata.txt to determine how the superseded data were derived.
 FS0092
 FS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1883169536(NAD 83)
 FS0092_MARKER: DB = BENCH MARK DISK
 FS0092_SETTING: 66 = SET IN ROCK OUTCROP
 FS0092_SP_SET: ROCK OUTCROP
 FS0092_STAMPING: U 355 1963
 FS0092_MARK LOGO: CGS   
 FS0092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FS0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0092+STABILITY: POSITION/ELEVATION WELL
 FS0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0092+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 FS0092
 FS0092  HISTORY     - Date     Condition        Report By
 FS0092  HISTORY     - 1963     MONUMENTED       CGS
 FS0092  HISTORY     - 1981     GOOD             NGS
 FS0092  HISTORY     - 20080619 GOOD             GEOANA
 FS0092
 FS0092                          STATION DESCRIPTION
 FS0092
 FS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0092'16.9 MI SE FROM HOOVER DAM.
 FS0092'16.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0092'(ARIZONA) END OF HOOVER DAM, 0.1 MILE NORTHWEST OF MILEPOST 17,
 FS0092'ON A CUT, 101 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 FS0092'HIGHWAY, 133.6 FEET NORTH-NORTHWEST OF BENCH MARK K 135, IN THE
 FS0092'TOP OF A 4- BY 5-FOOT OUTCROP WHICH PROJECTS 0.4 FOOT ABOVE
 FS0092'THE GROUND, 0.6 FOOT NORTHEAST OF A FENCE, AND ABOUT 3 FEET
 FS0092'HIGHER THAN THE HIGHWAY.
 FS0092
 FS0092                          STATION RECOVERY (1981)
 FS0092
 FS0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0092'26.1 KM (16.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0092'OF HOOVER DAM, IN TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND, ACROSS
 FS0092'THE HIGHWAY FROM A ROCK CUT, 30.6 METERS (105 FT) NORTHEAST OF THE
 FS0092'CENTERLINE OF THE HIGHWAY, 28.2 METERS (92.5 FT) SOUTHWEST OF THE
 FS0092'RIGHT-OF-WAY FENCE, 69.5 METERS (228 FT) NORTH OF AND ACROSS THE
 FS0092'HIGHWAY FROM BENCH MARK K 135 RESET 1981.
 FS0092'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 FS0092'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 FS0092
 FS0092                          STATION RECOVERY (2008)
 FS0092
 FS0092'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 FS0092'RECOVERED AS DESCRIBED.  A SUPPLEMENTAL DESCRIPTION PREPARED BY CRAIG
 FS0092'GORDON (FORT MOJAVE INDIAN TRIBE) FOLLOWS.
 FS0092' 
 FS0092'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND HIGHWAY 93 (EXIT
 FS0092'48), GO NORTH ON HIGHWAY 93 APPROXIMATELY 50 MI (80 KM) TO MILE POST
 FS0092'17.  STATION IS 0.1 MI (0.2 KM) NORTH OF MILE POST 17, 105 FT (32 M)
 FS0092'WEST OF BARBED WIRE FENCE, AND ABOUT 55 FT (17 M) EAST-NORTHEAST OF
 FS0092'EDGE OF PAVEMENT OF HIGHWAY 93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0846 ***********************************************************************
 EU0846  DESIGNATION -  U 356
 EU0846  PID         -  EU0846
 EU0846  STATE/COUNTY-  AZ/LA PAZ
 EU0846  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0846
 EU0846                         *CURRENT SURVEY CONTROL
 EU0846  ___________________________________________________________________
 EU0846* NAD 83(1986)-  34 17 01.     (N)    114 04 21.     (W)     SCALED    
 EU0846* NAVD 88     -       176.27   (+/-2cm)     578.3    (feet)  VERTCON   
 EU0846  ___________________________________________________________________
 EU0846  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EU0846  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0846
 EU0846.The horizontal coordinates were scaled from a topographic map and have
 EU0846.an estimated accuracy of +/- 6 seconds.
 EU0846
 EU0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0846.The vertical order pertains to the NGVD 29 superseded value.
 EU0846
 EU0846.The geoid height was determined by GEOID03.
 EU0846
 EU0846;                    North         East    Units  Estimated Accuracy
 EU0846;SPC AZ W     -   364,170.      183,670.      MT  (+/- 180 meters Scaled)
 EU0846
 EU0846                          SUPERSEDED SURVEY CONTROL
 EU0846
 EU0846  NGVD 29 (08/15/05)  175.644  (m)          576.26   (f) ADJUSTED    1 1
 EU0846
 EU0846.Superseded values are not recommended for survey control.
 EU0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0846.See file dsdata.txt to determine how the superseded data were derived.
 EU0846
 EU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT694974(NAD 83)
 EU0846_MARKER: DB = BENCH MARK DISK
 EU0846_SETTING: 66 = SET IN ROCK OUTCROP
 EU0846_SP_SET: SET IN ROCK OUTCROP
 EU0846_STAMPING: U 356 1976
 EU0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0846+STABILITY: POSITION/ELEVATION WELL
 EU0846
 EU0846  HISTORY     - Date     Condition        Report By
 EU0846  HISTORY     - 1976     MONUMENTED       NGS
 EU0846
 EU0846                          STATION DESCRIPTION
 EU0846
 EU0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0846'36.40 MI W FROM BOUSE.
 EU0846'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0846'BOUSE, THENCE 8.45 MILES WEST ALONG THE PLANET RANCH ROAD, IN TOP OF
 EU0846'THE SOUTHWEST END OF ROCK OUTCROP, 57 FT. NORTH OF THE CENTER LINE OF
 EU0846'THE ROAD, AT A POINT WHERE A DIM ROAD LEADS SOUTHEAST.
 EU0846'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0091 ***********************************************************************
 CG0091  DESIGNATION -  U 358
 CG0091  PID         -  CG0091
 CG0091  STATE/COUNTY-  AZ/COCHISE
 CG0091  USGS QUAD   -  BENSON (1983)
 CG0091
 CG0091                         *CURRENT SURVEY CONTROL
 CG0091  ___________________________________________________________________
 CG0091* NAD 83(1986)-  31 58 26.     (N)    110 17 15.     (W)     SCALED    
 CG0091* NAVD 88     -      1074.86   (+/-2cm)    3526.4    (feet)  VERTCON   
 CG0091  ___________________________________________________________________
 CG0091  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0091
 CG0091.The horizontal coordinates were scaled from a topographic map and have
 CG0091.an estimated accuracy of +/- 6 seconds.
 CG0091
 CG0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0091.The vertical order pertains to the NGVD 29 superseded value.
 CG0091
 CG0091.The geoid height was determined by GEOID03.
 CG0091
 CG0091;                    North         East    Units  Estimated Accuracy
 CG0091;SPC AZ E     -   107,980.      201,940.      MT  (+/- 180 meters Scaled)
 CG0091
 CG0091                          SUPERSEDED SURVEY CONTROL
 CG0091
 CG0091  NGVD 29 (??/??/92) 1074.077  (m)         3523.87   (f) ADJ UNCH    2 0
 CG0091
 CG0091.Superseded values are not recommended for survey control.
 CG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0091.See file dsdata.txt to determine how the superseded data were derived.
 CG0091
 CG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA673377(NAD 83)
 CG0091_MARKER: DB = BENCH MARK DISK
 CG0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0091_STAMPING: U 358 1960
 CG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0091+STABILITY: SURFACE MOTION
 CG0091
 CG0091  HISTORY     - Date     Condition        Report By
 CG0091  HISTORY     - 1960     MONUMENTED       CGS
 CG0091  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0091
 CG0091                          STATION DESCRIPTION
 CG0091
 CG0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0091'2.3 MI N FROM BENSON.
 CG0091'0.8 MILE WEST OF THE POST OFFICE AT BENSON, ARIZONA, ON U. S. HIGHWAY
 CG0091'80, THENCE 0.5 MILE NORTH ON GRAVEL ROAD (INTERSTATE HIGHWAY 10),
 CG0091'THENCE 1.0 MILE EAST ON INTERSTATE HIGHWAY 10, 60 FEET EAST OF DRY
 CG0091'WASH, 19 FEET WEST OF FENCE CORNER, 1 FOOT SOUTH OF FENCE, 1 FOOT
 CG0091'SOUTH OF WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CG0091'POST PROJECTING 4 INCHES.
 CG0091
 CG0091                          STATION RECOVERY (1974)
 CG0091
 CG0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1051 ***********************************************************************
 DU1051  DESIGNATION -  U 360
 DU1051  PID         -  DU1051
 DU1051  STATE/COUNTY-  AZ/PINAL
 DU1051  USGS QUAD   -  SACATON BUTTE (1967)
 DU1051
 DU1051                         *CURRENT SURVEY CONTROL
 DU1051  ___________________________________________________________________
 DU1051* NAD 83(1986)-  33 00 07.     (N)    111 57 36.     (W)     SCALED    
 DU1051* NAVD 88     -       375.100  (meters)    1230.64   (feet)  ADJUSTED  
 DU1051  ___________________________________________________________________
 DU1051  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DU1051  DYNAMIC HT  -         374.647 (meters)    1229.15  (feet)  COMP
 DU1051  MODELED GRAV-     979,419.5   (mgal)                       NAVD 88
 DU1051  OBS GRAVITY -     979,422.2   (mgal)                       GRAV_OBS
 DU1051
 DU1051  VERT ORDER  -  FIRST     CLASS II
 DU1051
 DU1051.The horizontal coordinates were scaled from a topographic map and have
 DU1051.an estimated accuracy of +/- 6 seconds.
 DU1051
 DU1051.The orthometric height was determined by differential leveling
 DU1051.and adjusted in June 1991.
 DU1051
 DU1051.The geoid height was determined by GEOID03.
 DU1051
 DU1051.The dynamic height is computed by dividing the NAVD 88
 DU1051.geopotential number by the normal gravity value computed on the
 DU1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1051.degrees latitude (g = 980.6199 gals.).
 DU1051
 DU1051.The modeled gravity was interpolated from observed gravity values.
 DU1051.The observed gravity was obtained from relative gravimeter ties
 DU1051.to the IGSN71 gravity network.
 DU1051
 DU1051;                    North         East    Units  Estimated Accuracy
 DU1051;SPC AZ C     -   221,970.      209,310.      MT  (+/- 180 meters Scaled)
 DU1051
 DU1051                          SUPERSEDED SURVEY CONTROL
 DU1051
 DU1051  NGVD 29 (??/??/92)  375.200  (m)         1230.97   (f) ADJ UNCH    1 2
 DU1051
 DU1051.Superseded values are not recommended for survey control.
 DU1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1051.See file dsdata.txt to determine how the superseded data were derived.
 DU1051
 DU1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB103519(NAD 83)
 DU1051_MARKER: DB = BENCH MARK DISK
 DU1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1051_STAMPING: U 360 1967
 DU1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1051+STABILITY: SURFACE MOTION
 DU1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1051+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DU1051
 DU1051  HISTORY     - Date     Condition        Report By
 DU1051  HISTORY     - 1967     MONUMENTED       CGS
 DU1051  HISTORY     - 1980     GOOD             NGS
 DU1051  HISTORY     - 1980     GOOD             NGS
 DU1051  HISTORY     - 20061101 GOOD             GEOCAC
 DU1051
 DU1051                          STATION DESCRIPTION
 DU1051
 DU1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1051'6.6 MI SE FROM MARICOPA.
 DU1051'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DU1051'MARICOPA, THENCE 6.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 DU1051'RAILROAD, IN S 9, T 5 S, R 4 E, 6 TELEPHONE POLES SOUTHWEST OF
 DU1051'MILEPOST NUMBER 904, 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DU1051'MAIN TRACK, 83 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, 51
 DU1051'FEET SOUTHWEST OF A RAILROAD RIGHT-OF-WAY FENCE, 6 FEET NORTHEAST OF A
 DU1051'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2.7 FEET SOUTHEAST OF A
 DU1051'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS,
 DU1051'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DU1051
 DU1051                          STATION RECOVERY (1980)
 DU1051
 DU1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1051'RECOVERED IN GOOD CONDITION.
 DU1051
 DU1051                          STATION RECOVERY (1980)
 DU1051
 DU1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1051'RECOVERED IN GOOD CONDITION.
 DU1051
 DU1051                          STATION RECOVERY (2006)
 DU1051
 DU1051'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0797 ***********************************************************************
 DV0797  DESIGNATION -  U 361
 DV0797  PID         -  DV0797
 DV0797  STATE/COUNTY-  AZ/MARICOPA
 DV0797  USGS QUAD   -  SPRING MTN (1978)
 DV0797
 DV0797                         *CURRENT SURVEY CONTROL
 DV0797  ___________________________________________________________________
 DV0797* NAD 83(2007)-  33 13 53.66499(N)    112 46 34.81367(W)     ADJUSTED  
 DV0797* NAVD 88     -       262.683  (meters)     861.82   (feet)  ADJUSTED  
 DV0797  ___________________________________________________________________
 DV0797  EPOCH DATE  -        2007.00
 DV0797  X           -  -2,067,546.598 (meters)                     COMP
 DV0797  Y           -  -4,924,190.782 (meters)                     COMP
 DV0797  Z           -   3,475,596.818 (meters)                     COMP
 DV0797  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DV0797  ELLIP HEIGHT-         231.573 (meters)          (09/24/08) ADJUSTED
 DV0797  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV0797  DYNAMIC HT  -         262.379 (meters)     860.82  (feet)  COMP
 DV0797  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 DV0797
 DV0797  HORZ ORDER  -  A
 DV0797  VERT ORDER  -  FIRST     CLASS II
 DV0797  ELLP ORDER  -  SECOND    CLASS I
 DV0797
 DV0797.The horizontal coordinates were established by GPS observations
 DV0797.and adjusted by the National Geodetic Survey in September 2008.
 DV0797
 DV0797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0797.The horizontal coordinates are valid at the epoch date displayed above.
 DV0797.The epoch date for horizontal control is a decimal equivalence
 DV0797.of Year/Month/Day.
 DV0797
 DV0797.The orthometric height was determined by differential leveling
 DV0797.and adjusted in June 1991.
 DV0797
 DV0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0797
 DV0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0797
 DV0797.The ellipsoidal height was determined by GPS observations
 DV0797.and is referenced to NAD 83.
 DV0797
 DV0797.The geoid height was determined by GEOID03.
 DV0797
 DV0797.The dynamic height is computed by dividing the NAVD 88
 DV0797.geopotential number by the normal gravity value computed on the
 DV0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0797.degrees latitude (g = 980.6199 gals.).
 DV0797
 DV0797.The modeled gravity was interpolated from observed gravity values.
 DV0797
 DV0797;                    North         East     Units Scale Factor Converg.
 DV0797;SPC AZ C     -   247,761.416   133,238.363   MT  0.99997912   -0 28 16.1
 DV0797;SPC AZ C     -   812,865.54    437,133.74   iFT  0.99997912   -0 28 16.1
 DV0797;UTM  12      - 3,678,366.036   334,486.155   MT  0.99993777   -0 58 25.3
 DV0797
 DV0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0797!SPC AZ C     -   0.99996365  x   0.99997912  =   0.99994277
 DV0797!UTM  12      -   0.99996365  x   0.99993777  =   0.99990142
 DV0797
 DV0797                          SUPERSEDED SURVEY CONTROL
 DV0797
 DV0797  NAVD 88 (09/24/08)  262.68   (m)          861.8    (f) LEVELING    3  
 DV0797  NGVD 29 (??/??/92)  262.049  (m)          859.74   (f) ADJ UNCH    1 2
 DV0797
 DV0797.Superseded values are not recommended for survey control.
 DV0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0797.See file dsdata.txt to determine how the superseded data were derived.
 DV0797
 DV0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3448678366(NAD 83)
 DV0797_MARKER: DB = BENCH MARK DISK
 DV0797_SETTING: 66 = SET IN ROCK OUTCROP
 DV0797_SP_SET: ROCK OUTCROP
 DV0797_STAMPING: U 361 1967
 DV0797_MARK LOGO: CGS   
 DV0797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0797+STABILITY: POSITION/ELEVATION WELL
 DV0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0797+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0797
 DV0797  HISTORY     - Date     Condition        Report By
 DV0797  HISTORY     - 1967     MONUMENTED       CGS
 DV0797  HISTORY     - 1981     GOOD             NGS
 DV0797  HISTORY     - 20050902 GOOD             INDIV
 DV0797  HISTORY     - 20060116 GOOD             NGS
 DV0797  HISTORY     - 20070413 GOOD             GEOCAC
 DV0797
 DV0797                          STATION DESCRIPTION
 DV0797
 DV0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0797'7.5 MI SW FROM ARLINGTON.
 DV0797'7.5 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0797'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0797'28, T 2 S, R 5 W, 0.5 MILE NORTHWEST OF A CONCRETE HIGHWAY BRIDGE OVER
 DV0797'THE GILA RIVER, 0.15 MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, 67 FEET
 DV0797'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 DV0797'OUTCROP WHICH IS ABOUT LEVEL WITH THE GROUND, 50 FEET SOUTHWEST OF THE
 DV0797'CENTER LINE OF A TRAIL ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 DV0797'HIGHWAY.
 DV0797
 DV0797                          STATION RECOVERY (1981)
 DV0797
 DV0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0797'RECOVERED IN GOOD CONDITION.
 DV0797
 DV0797                          STATION RECOVERY (2005)
 DV0797
 DV0797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 DV0797'IT IS AT MILE POST 22.900. NEW COORDINATES WERE OBTAINED BY A HAND
 DV0797'HELD GPS. N 33 13'52.8 W 112 46'35.6.
 DV0797
 DV0797                          STATION RECOVERY (2006)
 DV0797
 DV0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DV0797'RECOVERED AS DESCRIBED.
 DV0797
 DV0797                          STATION RECOVERY (2007)
 DV0797
 DV0797'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0740 ***********************************************************************
 DV0740  DESIGNATION -  U 362
 DV0740  PID         -  DV0740
 DV0740  STATE/COUNTY-  AZ/MARICOPA
 DV0740  USGS QUAD   -  WINTERSBURG (1984)
 DV0740
 DV0740                         *CURRENT SURVEY CONTROL
 DV0740  ___________________________________________________________________
 DV0740* NAD 83(1986)-  33 29 31.     (N)    112 48 21.     (W)     SCALED    
 DV0740* NAVD 88     -       348.231  (meters)    1142.49   (feet)  ADJUSTED  
 DV0740  ___________________________________________________________________
 DV0740  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DV0740  DYNAMIC HT  -         347.826 (meters)    1141.16  (feet)  COMP
 DV0740  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 DV0740
 DV0740  VERT ORDER  -  FIRST     CLASS II
 DV0740
 DV0740.The horizontal coordinates were scaled from a topographic map and have
 DV0740.an estimated accuracy of +/- 6 seconds.
 DV0740
 DV0740.The orthometric height was determined by differential leveling
 DV0740.and adjusted in June 1991.
 DV0740
 DV0740.The geoid height was determined by GEOID03.
 DV0740
 DV0740.The dynamic height is computed by dividing the NAVD 88
 DV0740.geopotential number by the normal gravity value computed on the
 DV0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0740.degrees latitude (g = 980.6199 gals.).
 DV0740
 DV0740.The modeled gravity was interpolated from observed gravity values.
 DV0740
 DV0740;                    North         East    Units  Estimated Accuracy
 DV0740;SPC AZ C     -   276,660.      130,740.      MT  (+/- 180 meters Scaled)
 DV0740
 DV0740                          SUPERSEDED SURVEY CONTROL
 DV0740
 DV0740  NGVD 29 (??/??/92)  347.595  (m)         1140.40   (f) ADJ UNCH    1 2
 DV0740
 DV0740.Superseded values are not recommended for survey control.
 DV0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0740.See file dsdata.txt to determine how the superseded data were derived.
 DV0740
 DV0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC322072(NAD 83)
 DV0740_MARKER: DB = BENCH MARK DISK
 DV0740_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0740_SP_SET: 9 FEET
 DV0740_STAMPING: U 362 1967
 DV0740_PROJECTION: PROJECTING 28 CENTIMETERS
 DV0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0740+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0740_ROD/PIPE-DEPTH: 2.7  meters
 DV0740
 DV0740  HISTORY     - Date     Condition        Report By
 DV0740  HISTORY     - 1967     MONUMENTED       CGS
 DV0740  HISTORY     - 1981     GOOD             NGS
 DV0740  HISTORY     - 20010412 GOOD             MCDOT
 DV0740  HISTORY     - 20051209 GOOD             EVANS
 DV0740  HISTORY     - 20080530 GOOD             GEOCAC
 DV0740
 DV0740                          STATION DESCRIPTION
 DV0740
 DV0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0740'7.8 MI E FROM TONOPAH.
 DV0740'7.8 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0740'TONOPAH, IN S 30, T 2 N, R 5 W, 0.1 MILE SOUTH AND ACROSS THE ROAD
 DV0740'FROM A ROW OF POWER POLES, 0.1 MILE EAST OF A GRAVELED WASH, 117 FEET
 DV0740'SOUTH OF THE CENTER LINE OF THE ROAD, 210 1/2 FEET NORTH OF
 DV0740'UNDERGROUND CABLE MARKER POST NUMBER 195, 1.6 FEET SOUTH OF A METAL
 DV0740'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 DV0740'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET
 DV0740'AND IS ENCASED IN A 5-INCH IRON PIPE PROJECTING 10 INCHES.
 DV0740
 DV0740                          STATION RECOVERY (1981)
 DV0740
 DV0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0740'11.6 KM (7.2 MI) EAST ALONF INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0740'AT TONOPAH, THENCE 1.0 KM (0.6 MI) EAST-SOUTHEAST ALONG OLD INDIAN
 DV0740'SCHOOL ROAD, 0.2 KM (0.1 MI) EAST OF A DRY WASH, 0.2 KM (0.1 MI)
 DV0740'SOUTH OF INDIAN SCHOOL ROAD, 35.5 METERS (117 FT) SOUTH OF THE CENTER
 DV0740'LINE OF THE ROAD, 63.8 METERS (210.5 FT) NORTH OF WOODEN UNDERGROUND
 DV0740'CABLE WITNESS POST 195.
 DV0740'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DV0740'THE MARK IS 0.9 M ABOVE THE ROAD.
 DV0740
 DV0740                          STATION RECOVERY (2001)
 DV0740
 DV0740'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0740'FROM INTERSECTION OF 355TH AVE + INDIAN SCHOOL RD. GO 1.5 MILES E
 DV0740'THENCE .2 MILE S OF INDIAN SCHOOL RD (ON DIRT RD.) TO BM U263 THENCE
 DV0740'.5 MILES W TO BM T263 THENCE .3 MILES TO BM U362 (ON OLD INDIAN SCHOOL
 DV0740'RD.)
 DV0740'USCG BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST
 DV0740' 
 DV0740' 
 DV0740' 
 DV0740' 
 DV0740' 
 DV0740
 DV0740                          STATION RECOVERY (2005)
 DV0740
 DV0740'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JST)
 DV0740'RECOVERED IN GOOD CONDITION.
 DV0740
 DV0740                          STATION RECOVERY (2008)
 DV0740
 DV0740'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0740'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0740'33 29 30.5 (N)   112 48 17.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0992 ***********************************************************************
 CZ0992  DESIGNATION -  U 363
 CZ0992  PID         -  CZ0992
 CZ0992  STATE/COUNTY-  AZ/PINAL
 CZ0992  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0992
 CZ0992                         *CURRENT SURVEY CONTROL
 CZ0992  ___________________________________________________________________
 CZ0992* NAD 83(1986)-  32 54 04.     (N)    111 46 25.     (W)     SCALED    
 CZ0992* NAVD 88     -       426.05   (+/-2cm)    1397.8    (feet)  VERTCON   
 CZ0992  ___________________________________________________________________
 CZ0992  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ0992  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0992
 CZ0992.The horizontal coordinates were scaled from a topographic map and have
 CZ0992.an estimated accuracy of +/- 6 seconds.
 CZ0992
 CZ0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0992.The vertical order pertains to the NGVD 29 superseded value.
 CZ0992
 CZ0992.The geoid height was determined by GEOID03.
 CZ0992
 CZ0992;                    North         East    Units  Estimated Accuracy
 CZ0992;SPC AZ C     -   210,800.      226,740.      MT  (+/- 180 meters Scaled)
 CZ0992
 CZ0992                          SUPERSEDED SURVEY CONTROL
 CZ0992
 CZ0992  NGVD 29 (??/??/92)  425.440  (m)         1395.80   (f) ADJ UNCH    1 2
 CZ0992
 CZ0992.Superseded values are not recommended for survey control.
 CZ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0992.See file dsdata.txt to determine how the superseded data were derived.
 CZ0992
 CZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB276405(NAD 83)
 CZ0992_MARKER: DB = BENCH MARK DISK
 CZ0992_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0992_SP_SET: ROCK OUTCROP
 CZ0992_STAMPING: U 363 1967
 CZ0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0992+STABILITY: POSITION/ELEVATION WELL
 CZ0992
 CZ0992  HISTORY     - Date     Condition        Report By
 CZ0992  HISTORY     - 1967     MONUMENTED       CGS
 CZ0992  HISTORY     - 1970     GOOD             NGS
 CZ0992  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0992  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ0992
 CZ0992                          STATION DESCRIPTION
 CZ0992
 CZ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ0992'2.35 MI NW FROM CASA GRANDE.
 CZ0992'ABOUT 1.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0992'THE STATION AT CASA GRANDE, THENCE 0.45 MILE NORTH ALONG A PAVED ROAD,
 CZ0992'THENCE 0.45 MILE NORTH ALONG A DIRT ROAD, IN S 18, T 6 S, R 6 E, 63
 CZ0992'FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK
 CZ0992'OUTCROP ON THE EAST BANK OF A CUT WHICH LEADS NORTH TO A SMALL ROCK
 CZ0992'KNOLL, 218 FEET WEST AND ACROSS THE ROAD FROM BENCH MARK T 363 1967,
 CZ0992'117 FEET SOUTH OF A POWER POLE, 94 FEET EAST OF A TELEPHONE POLE, AND
 CZ0992'ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD.
 CZ0992
 CZ0992                          STATION RECOVERY (1970)
 CZ0992
 CZ0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ0992'RECOVERED IN GOOD CONDITION.
 CZ0992
 CZ0992                          STATION RECOVERY (1980)
 CZ0992
 CZ0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0992'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE. THERE HAS BEEN GRADING IN
 CZ0992'THE AREA OF THE MARK.
 CZ0992
 CZ0992                          STATION RECOVERY (1980)
 CZ0992
 CZ0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0992'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE. THERE HAS BEEN GRADING IN
 CZ0992'THE AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0687 ***********************************************************************
 DU0687  DESIGNATION -  U 364
 DU0687  PID         -  DU0687
 DU0687  STATE/COUNTY-  AZ/MARICOPA
 DU0687  USGS QUAD   -  HIGLEY (1981)
 DU0687
 DU0687                         *CURRENT SURVEY CONTROL
 DU0687  ___________________________________________________________________
 DU0687* NAD 83(1986)-  33 17 32.     (N)    111 38 05.     (W)     SCALED    
 DU0687* NAVD 88     -       423.60   (+/-2cm)    1389.8    (feet)  VERTCON   
 DU0687  ___________________________________________________________________
 DU0687  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0687  OBS GRAVITY -     979,416.4   (mgal)                       GRAV_OBS
 DU0687
 DU0687  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0687
 DU0687.The horizontal coordinates were scaled from a topographic map and have
 DU0687.an estimated accuracy of +/- 6 seconds.
 DU0687
 DU0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0687.The vertical order pertains to the NGVD 29 superseded value.
 DU0687
 DU0687.The geoid height was determined by GEOID03.
 DU0687.The observed gravity was obtained from relative gravimeter ties
 DU0687.to the IGSN71 gravity network.
 DU0687
 DU0687;                    North         East    Units  Estimated Accuracy
 DU0687;SPC AZ C     -   254,190.      239,620.      MT  (+/- 180 meters Scaled)
 DU0687
 DU0687                          SUPERSEDED SURVEY CONTROL
 DU0687
 DU0687  NGVD 29 (??/??/92)  423.099  (m)         1388.12   (f) ADJ UNCH    1 2
 DU0687
 DU0687.Superseded values are not recommended for survey control.
 DU0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0687.See file dsdata.txt to determine how the superseded data were derived.
 DU0687
 DU0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB409838(NAD 83)
 DU0687_MARKER: DB = BENCH MARK DISK
 DU0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0687_STAMPING: U 364 1967
 DU0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0687+STABILITY: SURFACE MOTION
 DU0687
 DU0687  HISTORY     - Date     Condition        Report By
 DU0687  HISTORY     - 1967     MONUMENTED       CGS
 DU0687  HISTORY     - 1979     GOOD             LOCSUR
 DU0687  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0687  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0687
 DU0687                          STATION DESCRIPTION
 DU0687
 DU0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0687'2.0 MI N FROM QUEEN CREEK.
 DU0687'ABOUT 2.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0687'SCHOOL AT QUEEN CREEK, IN S 33, T 1 S, R 7 E, 50 FEET EAST OF THE
 DU0687'CENTER LINE OF THE AVENUE, 72 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET
 DU0687'WEST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 DU0687'ABOVE THE LEVEL OF THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 DU0687'PROJECTING 4 INCHES.
 DU0687
 DU0687                          STATION RECOVERY (1979)
 DU0687
 DU0687'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0687'RECOVERED IN GOOD CONDITION.
 DU0687
 DU0687                          STATION RECOVERY (1992)
 DU0687
 DU0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0687'MARK NOT FOUND.
 DU0687
 DU0687                          STATION RECOVERY (2006)
 DU0687
 DU0687'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0687'ELLSWORTH ROAD HAS BEEN WIDENED AND HEAVILY GRADED IN THIS AREA. NO
 DU0687'WITNESS POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1100 ***********************************************************************
 DU1100  DESIGNATION -  U 365
 DU1100  PID         -  DU1100
 DU1100  STATE/COUNTY-  AZ/MARICOPA
 DU1100  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1100
 DU1100                         *CURRENT SURVEY CONTROL
 DU1100  ___________________________________________________________________
 DU1100* NAD 83(1986)-  33 31 23.     (N)    111 58 12.     (W)     SCALED    
 DU1100* NAVD 88     -       441.871  (meters)    1449.71   (feet)  ADJUSTED  
 DU1100  ___________________________________________________________________
 DU1100  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1100  DYNAMIC HT  -         441.356 (meters)    1448.02  (feet)  COMP
 DU1100  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 DU1100
 DU1100  VERT ORDER  -  FIRST     CLASS II
 DU1100
 DU1100.The horizontal coordinates were scaled from a topographic map and have
 DU1100.an estimated accuracy of +/- 6 seconds.
 DU1100
 DU1100.The orthometric height was determined by differential leveling
 DU1100.and adjusted in June 1991.
 DU1100
 DU1100.The geoid height was determined by GEOID03.
 DU1100
 DU1100.The dynamic height is computed by dividing the NAVD 88
 DU1100.geopotential number by the normal gravity value computed on the
 DU1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1100.degrees latitude (g = 980.6199 gals.).
 DU1100
 DU1100.The modeled gravity was interpolated from observed gravity values.
 DU1100
 DU1100;                    North         East    Units  Estimated Accuracy
 DU1100;SPC AZ C     -   279,760.      208,410.      MT  (+/- 180 meters Scaled)
 DU1100
 DU1100                          SUPERSEDED SURVEY CONTROL
 DU1100
 DU1100  NGVD 29 (??/??/92)  441.289  (m)         1447.80   (f) ADJ UNCH    1 2
 DU1100
 DU1100.Superseded values are not recommended for survey control.
 DU1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1100.See file dsdata.txt to determine how the superseded data were derived.
 DU1100
 DU1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC099096(NAD 83)
 DU1100_MARKER: DB = BENCH MARK DISK
 DU1100_SETTING: 66 = SET IN ROCK OUTCROP
 DU1100_SP_SET: ROCK OUTCROP
 DU1100_STAMPING: U 365 1967
 DU1100_MARK LOGO: NGS   
 DU1100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1100+STABILITY: POSITION/ELEVATION WELL
 DU1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1100+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 DU1100
 DU1100  HISTORY     - Date     Condition        Report By
 DU1100  HISTORY     - 1967     MONUMENTED       CGS
 DU1100  HISTORY     - 1981     GOOD             NGS
 DU1100  HISTORY     - 1982     GOOD             AZDT
 DU1100  HISTORY     - 19980321 GOOD             USPSQD
 DU1100  HISTORY     - 20060827 GOOD             GEOCAC
 DU1100
 DU1100                          STATION DESCRIPTION
 DU1100
 DU1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1100'5.1 MI NW FROM SCOTTSDALE.
 DU1100'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1100'AT SCOTTSDALE, THENCE 2.55 MILES WEST ALONG MACDONALD DRIVE, THENCE
 DU1100'0.05 MILE SOUTHWEST ALONG VALLE VISTA WAY, 65 FEET SOUTHEAST OF THE
 DU1100'CENTER LINE OF VALLE VISTA WAY, 109 FEET SOUTHWEST OF THE SOUTHWEST
 DU1100'CORNER OF THE J.B. HICKOX RESIDENCE WHICH IS HOUSE NUMBER 5135, SET IN
 DU1100'THE TOP OF A ROCK OUTCROP AT THE NORTH BASE OF CAMELBACK MOUNTAIN, 73
 DU1100'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY WHICH LEADS TO THE
 DU1100'HOUSE, 39 FEET SOUTHEAST OF A POWER POLE WHICH BEARS 2 TRANSFORMERS,
 DU1100'ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 20 FEET ABOVE
 DU1100'THE LEVEL OF THE DRIVEWAY.
 DU1100
 DU1100                          STATION RECOVERY (1981)
 DU1100
 DU1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1100'1.3 KM (0.85 MI) SOUTH ALONG HAYDEN ROAD FROM THE CROSSING OF THE
 DU1100'ARIZONA CANAL AT SCOTTSDALE, THENCE 5.7 KM (3.55 MI) WEST ALONG
 DU1100'MCDONALD DRIVE, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG VALLE VISTA
 DU1100'WAY, IN THE BASE OF A ROCK OUTCROP AT 5135 VALLE VISTA WAY, 33.2
 DU1100'METERS (109 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CINDER
 DU1100'BLOCK GARAGE, 19.8 METERS (65 FT) SOUTHEAST OF THE CENTERLINE OF
 DU1100'VALLE VISTA WAY, 22.3 METERS (73 FT) SOUTH OF THE CENTERLINE OF THE
 DU1100'DRIVEWAY, 11.9 METERS (39 FT) SOUTH OF POWER LINE POLE 39 J 6
 DU1100'BEARING 2 TRANSFORMERS.
 DU1100'THE MARK IS 4.5 M ABOVE VALLE VISTA WAY.
 DU1100
 DU1100                          STATION RECOVERY (1982)
 DU1100
 DU1100'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1100'RECOVERED IN GOOD CONDITION.
 DU1100
 DU1100                          STATION RECOVERY (1998)
 DU1100
 DU1100'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1100'RECOVERED IN GOOD CONDITION.
 DU1100
 DU1100                          STATION RECOVERY (2006)
 DU1100
 DU1100'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2261 ***********************************************************************
 DU2261  DESIGNATION -  U 365 IP
 DU2261  PID         -  DU2261
 DU2261  STATE/COUNTY-  AZ/MARICOPA
 DU2261  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2261
 DU2261                         *CURRENT SURVEY CONTROL
 DU2261  ___________________________________________________________________
 DU2261* NAD 83(2007)-  33 31 26.14719(N)    111 58 10.20902(W)     NO CHECK  
 DU2261* NAVD 88     -       427.7    (meters)    1403.     (feet)  VERTCON   
 DU2261  ___________________________________________________________________
 DU2261  EPOCH DATE  -        2007.00
 DU2261  X           -  -1,991,379.680 (meters)                     COMP
 DU2261  Y           -  -4,936,401.070 (meters)                     COMP
 DU2261  Z           -   3,502,767.099 (meters)                     COMP
 DU2261  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DU2261  ELLIP HEIGHT-         398.109 (meters)          (02/10/07) NO CHECK
 DU2261  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU2261
 DU2261  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2261  Type    PID    Designation                      North   East  Ellip
 DU2261  -------------------------------------------------------------------
 DU2261  NETWORK DU2261 U 365 IP                          3.10   2.31   5.96
 DU2261  -------------------------------------------------------------------
 DU2261
 DU2261.The horizontal coordinates were established by GPS observations
 DU2261.and adjusted by the National Geodetic Survey in February 2007.
 DU2261
 DU2261.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2261.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2261.No horizontal observational check was made to the station.
 DU2261.The horizontal coordinates are valid at the epoch date displayed above.
 DU2261.The epoch date for horizontal control is a decimal equivalence
 DU2261.of Year/Month/Day.
 DU2261
 DU2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2261
 DU2261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2261
 DU2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2261
 DU2261.The ellipsoidal height was determined by GPS observations
 DU2261.and is referenced to NAD 83.
 DU2261
 DU2261.The geoid height was determined by GEOID03.
 DU2261
 DU2261;                    North         East     Units Scale Factor Converg.
 DU2261;SPC AZ C     -   279,855.577   208,452.201   MT  0.99990030   -0 01 45.0
 DU2261;SPC AZ C     -   918,161.34    683,898.30   iFT  0.99990030   -0 01 45.0
 DU2261;UTM  12      - 3,709,792.994   409,970.493   MT  0.99969993   -0 32 07.7
 DU2261
 DU2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2261!SPC AZ C     -   0.99993750  x   0.99990030  =   0.99983781
 DU2261!UTM  12      -   0.99993750  x   0.99969993  =   0.99963745
 DU2261
 DU2261                          SUPERSEDED SURVEY CONTROL
 DU2261
 DU2261  ELLIP H (06/11/02)  398.148  (m)                       GP(       ) 4 2
 DU2261  NAD 83(1992)-  33 31 26.14569(N)    111 58 10.20821(W) AD(       ) 1
 DU2261  ELLIP H (08/23/93)  398.238  (m)                       GP(       ) 4 2
 DU2261  NAD 83(1986)-  33 31 26.13995(N)    111 58 10.21353(W) AD(       ) 1
 DU2261  NGVD 29 (09/11/89)  427.1    (m)         1401.     (f) GPS OBS     3  
 DU2261
 DU2261.Superseded values are not recommended for survey control.
 DU2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2261.See file dsdata.txt to determine how the superseded data were derived.
 DU2261
 DU2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0997009793(NAD 83)
 DU2261_MARKER: I = METAL ROD
 DU2261_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU2261_SP_SET: OBJECT DRIVEN INTO GROUND
 DU2261_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2261+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2261
 DU2261  HISTORY     - Date     Condition        Report By
 DU2261  HISTORY     - 1986     MONUMENTED       AZDT
 DU2261  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU2261  HISTORY     - 19980611 MARK NOT FOUND   AZDT
 DU2261  HISTORY     - 20070716 MARK NOT FOUND   GEOCAC
 DU2261
 DU2261                          STATION DESCRIPTION
 DU2261
 DU2261'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2261'THE STATION IS LOCATED ABOUT 5.7 KM (3.5 MI) NORTHWEST OF
 DU2261'SCOTTSDALE, ARIZONA.
 DU2261'
 DU2261'TO REACH THE STATION FROM THE INTERSECTION OF HAYDEN ROAD AND THE
 DU2261'ARIZONA CANAL, GO SOUTH ON HAYDEN ROAD FOR 1.38 KM (0.85 MI) TO THE
 DU2261'INTERSECTION OF HAYDEN ROAD AND MACDONALD DRIVE, TURN RIGHT AND GO
 DU2261'WEST ON MACDONALD DRIVE FOR 5.76 KM (3.55 MI) TO THE INTERSECTION OF
 DU2261'MACDONALD DRIVE AND VALLE VISTA WAY AND TO THE STATION ON THE
 DU2261'RIGHT.  THE STATION LIES ATOP A SMALL HUMP JUST NORTH OF THE
 DU2261'PAVED BIKE PATH ON THE NORTH SIDE OF MACDONALD DRIVE.
 DU2261'
 DU2261'THE STATION IS A 5/8 INCH REBAR IN A RING OF ROCKS WITH A STAKE AND
 DU2261'LATH MARKED BM U365 IP, PROJECTING 2 CM ABOVE GROUND.  LOCATED
 DU2261'5.8 METERS (19 FT) NORTH FROM THE NORTH EDGE OF A PAVED BIKE PATH,
 DU2261'12.98 METERS (42.6 FT) NORTH FROM THE CENTERLINE OF MACDONALD DRIVE,
 DU2261'48.92 METERS (160.5 FT) EAST FROM THE CENTERLINE OF NORTH 51ST PLACE.
 DU2261
 DU2261                          STATION RECOVERY (1998)
 DU2261
 DU2261'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU2261'MARK NOT FOUND.
 DU2261
 DU2261                          STATION RECOVERY (1998)
 DU2261
 DU2261'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (DM)
 DU2261'MARK NOT FOUND.
 DU2261
 DU2261                          STATION RECOVERY (2007)
 DU2261
 DU2261'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2261'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2261'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0043 ***********************************************************************
 DV0043  DESIGNATION -  U 366
 DV0043  PID         -  DV0043
 DV0043  STATE/COUNTY-  AZ/MARICOPA
 DV0043  USGS QUAD   -  GLENDALE (1982)
 DV0043
 DV0043                         *CURRENT SURVEY CONTROL
 DV0043  ___________________________________________________________________
 DV0043* NAD 83(1986)-  33 34 55.     (N)    112 09 05.     (W)     SCALED    
 DV0043* NAVD 88     -       374.36   (+/-2cm)    1228.2    (feet)  VERTCON   
 DV0043  ___________________________________________________________________
 DV0043  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0043  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0043
 DV0043.The horizontal coordinates were scaled from a topographic map and have
 DV0043.an estimated accuracy of +/- 6 seconds.
 DV0043
 DV0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0043.The vertical order pertains to the NGVD 29 superseded value.
 DV0043
 DV0043.The geoid height was determined by GEOID03.
 DV0043
 DV0043;                    North         East    Units  Estimated Accuracy
 DV0043;SPC AZ C     -   286,310.      191,570.      MT  (+/- 180 meters Scaled)
 DV0043
 DV0043                          SUPERSEDED SURVEY CONTROL
 DV0043
 DV0043  NGVD 29 (??/??/92)  373.810  (m)         1226.41   (f) ADJ UNCH    1 2
 DV0043
 DV0043.Superseded values are not recommended for survey control.
 DV0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0043.See file dsdata.txt to determine how the superseded data were derived.
 DV0043
 DV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931163(NAD 83)
 DV0043_MARKER: DB = BENCH MARK DISK
 DV0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0043_SP_SET: BRIDGE
 DV0043_STAMPING: U 366 1967
 DV0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0043+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 DV0043
 DV0043  HISTORY     - Date     Condition        Report By
 DV0043  HISTORY     - 1967     MONUMENTED       CGS
 DV0043  HISTORY     - 1981     GOOD             NGS
 DV0043  HISTORY     - 20040313 GOOD             USPSQD
 DV0043  HISTORY     - 20061228 GOOD             GEOCAC
 DV0043
 DV0043                          STATION DESCRIPTION
 DV0043
 DV0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0043'4.8 MI NE FROM GLENDALE.
 DV0043'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0043'GLENDALE, THENCE 3.0 MILES NORTH ALONG NORTH 43RD AVENUE, OR ABOUT 0.6
 DV0043'MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT SUNNYSLOPE, THENCE
 DV0043'5.5 MILES NORTHWEST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE
 DV0043'OF THE ARIZONA CANAL, IN SECTION 27, T 3 N, R 2 E, AT THE INTERSECTION
 DV0043'OF NORTH 43RD AVENUE AND PEORIA AVENUE, 72 FEET EAST OF THE CENTER
 DV0043'LINE OF NORTH 43RD AVENUE, 44 FEET SOUTH OF THE CENTER LINE OF PEORIA
 DV0043'AVENUE, SET IN THE TOP OF THE NORTH END OF A CONCRETE RETAINING WALL
 DV0043'WHICH JOINS THE SOUTH END OF THE WEST ABUTMENT OF A HIGHWAY BRIDGE
 DV0043'OVER THE ARIZONA CANAL, 13 INCHES SOUTH OF THE SOUTH CONCRETE
 DV0043'BANNISTER, AND ABOUT 5 INCHES ABOVE THE LEVEL OF PEORIA AVENUE.
 DV0043
 DV0043                          STATION RECOVERY (1981)
 DV0043
 DV0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0043'AT GLENDALE, AT 43RD AND PEORIA AVENUE BRIDGE OVER THE ARIZONA CANAL,
 DV0043'IN TOP OF THE NORTH END OF THE SOUTH WINGWALL, 21.9 METERS (72 FT)
 DV0043'SOUTH OF THE CENTERLINE OF 43RD AVENUE, 13.4 METERS (44 FT) SOUTH OF
 DV0043'THE CENTERLINE OF PEORIA AVENUE, 7.9 METERS (26 FT) NORTHEAST OF THE
 DV0043'CENTERLINE OF THE SOUTH LEVEE, 0.3 METER (1.0 FT) SOUTH OF THE WEST
 DV0043'END OF THE SOUTH CONCRETE GUARD RAIL.
 DV0043'THE MARK IS ABOVE LEVEL WITH WITH PEORIA AVENUE.
 DV0043
 DV0043                          STATION RECOVERY (2004)
 DV0043
 DV0043'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0043'FOUND IN GOOD SHAPE
 DV0043
 DV0043                          STATION RECOVERY (2006)
 DV0043
 DV0043'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0950 ***********************************************************************
 CZ0950  DESIGNATION -  U 37
 CZ0950  PID         -  CZ0950
 CZ0950  STATE/COUNTY-  AZ/PIMA
 CZ0950  USGS QUAD   -  KO VAYA (1979)
 CZ0950
 CZ0950                         *CURRENT SURVEY CONTROL
 CZ0950  ___________________________________________________________________
 CZ0950* NAD 83(1986)-  32 05 39.     (N)    111 59 17.     (W)     SCALED    
 CZ0950* NAVD 88     -       703.00   (+/-2cm)    2306.4    (feet)  VERTCON   
 CZ0950  ___________________________________________________________________
 CZ0950  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 CZ0950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0950
 CZ0950.The horizontal coordinates were scaled from a topographic map and have
 CZ0950.an estimated accuracy of +/- 6 seconds.
 CZ0950
 CZ0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0950.The vertical order pertains to the NGVD 29 superseded value.
 CZ0950
 CZ0950.The geoid height was determined by GEOID03.
 CZ0950
 CZ0950;                    North         East    Units  Estimated Accuracy
 CZ0950;SPC AZ C     -   121,310.      206,620.      MT  (+/- 180 meters Scaled)
 CZ0950
 CZ0950                          SUPERSEDED SURVEY CONTROL
 CZ0950
 CZ0950  NGVD 29 (??/??/92)  702.311  (m)         2304.17   (f) ADJ UNCH    2 0
 CZ0950
 CZ0950.Superseded values are not recommended for survey control.
 CZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0950.See file dsdata.txt to determine how the superseded data were derived.
 CZ0950
 CZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA067513(NAD 83)
 CZ0950_MARKER: DB = BENCH MARK DISK
 CZ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0950_STAMPING: 2304.300 U 37 1933
 CZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0950+STABILITY: SURFACE MOTION
 CZ0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0950+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 CZ0950
 CZ0950  HISTORY     - Date     Condition        Report By
 CZ0950  HISTORY     - 1933     MONUMENTED       CGS
 CZ0950  HISTORY     - 1934     GOOD             NGS
 CZ0950  HISTORY     - 19990106 GOOD             USPSQD
 CZ0950  HISTORY     - 20020322 GOOD             INDIV
 CZ0950  HISTORY     - 20060828 GOOD             TOHONO
 CZ0950
 CZ0950                          STATION DESCRIPTION
 CZ0950
 CZ0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0950'14.9 MI NW FROM SELLS.
 CZ0950'14.9 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CZ0950'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 10.4 MILES EAST OF
 CZ0950'SAVAGES STORE (IN 1934), AND 45 FEET SOUTH OF THE CENTERLINE OF THE
 CZ0950'HIGHWAY.  A STANDARD DISK, STAMPED 2304.300 U 37 1933 AND SET IN THE
 CZ0950'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CZ0950
 CZ0950                          STATION RECOVERY (1999)
 CZ0950
 CZ0950'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0950'RECOVERED IN GOOD CONDITION.
 CZ0950
 CZ0950                          STATION RECOVERY (2002)
 CZ0950
 CZ0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CZ0950'RECOVERED IN GOOD CONDITION.
 CZ0950
 CZ0950                          STATION RECOVERY (2006)
 CZ0950
 CZ0950'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ0950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0766 ***********************************************************************
 CZ0766  DESIGNATION -  U 38
 CZ0766  PID         -  CZ0766
 CZ0766  STATE/COUNTY-  AZ/PIMA
 CZ0766  USGS QUAD   -  SAN PEDRO (1992)
 CZ0766
 CZ0766                         *CURRENT SURVEY CONTROL
 CZ0766  ___________________________________________________________________
 CZ0766* NAD 83(1986)-  32 02 28.     (N)    111 27 07.     (W)     SCALED    
 CZ0766* NAVD 88     -       843.60   (+/-2cm)    2767.7    (feet)  VERTCON   
 CZ0766  ___________________________________________________________________
 CZ0766  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0766
 CZ0766.The horizontal coordinates were scaled from a topographic map and have
 CZ0766.an estimated accuracy of +/- 6 seconds.
 CZ0766
 CZ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0766.The vertical order pertains to the NGVD 29 superseded value.
 CZ0766
 CZ0766.The geoid height was determined by GEOID03.
 CZ0766
 CZ0766;                    North         East    Units  Estimated Accuracy
 CZ0766;SPC AZ C     -   115,520.      257,250.      MT  (+/- 180 meters Scaled)
 CZ0766
 CZ0766                          SUPERSEDED SURVEY CONTROL
 CZ0766
 CZ0766  NGVD 29 (??/??/92)  842.891  (m)         2765.38   (f) ADJ UNCH    2 0
 CZ0766
 CZ0766.Superseded values are not recommended for survey control.
 CZ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0766.See file dsdata.txt to determine how the superseded data were derived.
 CZ0766
 CZ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA573450(NAD 83)
 CZ0766_MARKER: DB = BENCH MARK DISK
 CZ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0766_STAMPING: 2765.631 U 38 1933
 CZ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0766+STABILITY: SURFACE MOTION
 CZ0766
 CZ0766  HISTORY     - Date     Condition        Report By
 CZ0766  HISTORY     - 1933     MONUMENTED       CGS
 CZ0766  HISTORY     - 1934     GOOD             NGS
 CZ0766  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0766  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 CZ0766
 CZ0766                          STATION DESCRIPTION
 CZ0766
 CZ0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0766'28.4 MI NE FROM SELLS.
 CZ0766'28.4 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM SELLS, PIMA COUNTY,
 CZ0766'0.1 MILE SOUTH OF A TANK ON THE NORTH SIDE OF THE HIGHWAY, 270 FEET
 CZ0766'EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO CALVILLO CAMP, 31
 CZ0766'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF
 CZ0766'POLES.  A STANDARD DISK, STAMPED 2765.631 U 38 1933 AND SET IN THE TOP
 CZ0766'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CZ0766
 CZ0766                          STATION RECOVERY (1975)
 CZ0766
 CZ0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0766'MARK NOT FOUND.
 CZ0766
 CZ0766                          STATION RECOVERY (1997)
 CZ0766
 CZ0766'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0293 ***********************************************************************
 FR0293  DESIGNATION -  U 385
 FR0293  PID         -  FR0293
 FR0293  STATE/COUNTY-  AZ/COCONINO
 FR0293  USGS QUAD   -  TRINITY MTN (1981)
 FR0293
 FR0293                         *CURRENT SURVEY CONTROL
 FR0293  ___________________________________________________________________
 FR0293* NAD 83(1986)-  35 26 20.     (N)    112 50 30.     (W)     SCALED    
 FR0293* NAVD 88     -      1724.315  (meters)    5657.19   (feet)  POSTED    
 FR0293  ___________________________________________________________________
 FR0293  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 FR0293  DYNAMIC HT  -        1721.950 (meters)    5649.43  (feet)  COMP
 FR0293  MODELED GRAV-     979,199.7   (mgal)                       NAVD 88
 FR0293
 FR0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0293
 FR0293.The horizontal coordinates were scaled from a topographic map and have
 FR0293.an estimated accuracy of +/- 6 seconds.
 FR0293
 FR0293.The orthometric height was determined by differential leveling
 FR0293.and adjusted by the  in 1992.
 FR0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0293.rate of 0.0 thru 1.0 mm/km.
 FR0293
 FR0293.The geoid height was determined by GEOID03.
 FR0293
 FR0293.The dynamic height is computed by dividing the NAVD 88
 FR0293.geopotential number by the normal gravity value computed on the
 FR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0293.degrees latitude (g = 980.6199 gals.).
 FR0293
 FR0293.The modeled gravity was interpolated from observed gravity values.
 FR0293
 FR0293;                    North         East    Units  Estimated Accuracy
 FR0293;SPC AZ C     -   492,660.      129,380.      MT  (+/- 180 meters Scaled)
 FR0293
 FR0293                          SUPERSEDED SURVEY CONTROL
 FR0293
 FR0293  NGVD 29 (??/??/92) 1723.333  (m)         5653.97   (f) ADJ UNCH    2 0
 FR0293
 FR0293.Superseded values are not recommended for survey control.
 FR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0293.See file dsdata.txt to determine how the superseded data were derived.
 FR0293
 FR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE328232(NAD 83)
 FR0293_MARKER: DB = BENCH MARK DISK
 FR0293_SETTING: 66 = SET IN ROCK OUTCROP
 FR0293_SP_SET: OUTCROP
 FR0293_STAMPING: U 385 1968
 FR0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0293+STABILITY: POSITION/ELEVATION WELL
 FR0293
 FR0293  HISTORY     - Date     Condition        Report By
 FR0293  HISTORY     - 1968     MONUMENTED       CGS
 FR0293
 FR0293                          STATION DESCRIPTION
 FR0293
 FR0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0293'10.35 MI N FROM SELIGMAN.
 FR0293'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0293'THE STATION AT SELIGMAN, THENCE 9.3 MILES NORTH ALONG A DIRT ROAD, 0.1
 FR0293'MILE SOUTH OF A GATE ACROSS THE ROAD, ON A SAMLL ROCK COVERED KNOLL,
 FR0293'IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE
 FR0293'GROUND, 318 FEET WEST OF THE CENTER LINE OF THE ROAD, 312 FEET WEST OF
 FR0293'THE CENTER OF THE WEST END OF A 10-INCH PIPE CULVERT, 1.4 FEET NORTH
 FR0293'OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0318 ***********************************************************************
 FR0318  DESIGNATION -  U 386
 FR0318  PID         -  FR0318
 FR0318  STATE/COUNTY-  AZ/COCONINO
 FR0318  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0318
 FR0318                         *CURRENT SURVEY CONTROL
 FR0318  ___________________________________________________________________
 FR0318* NAD 83(1986)-  35 39 27.     (N)    112 51 30.     (W)     SCALED    
 FR0318* NAVD 88     -      1874.557  (meters)    6150.11   (feet)  POSTED    
 FR0318  ___________________________________________________________________
 FR0318  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 FR0318  DYNAMIC HT  -        1872.070 (meters)    6141.95  (feet)  COMP
 FR0318  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 FR0318
 FR0318  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0318
 FR0318.The horizontal coordinates were scaled from a topographic map and have
 FR0318.an estimated accuracy of +/- 6 seconds.
 FR0318
 FR0318.The orthometric height was determined by differential leveling
 FR0318.and adjusted by the  in 1992.
 FR0318.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0318.rate of 0.0 thru 1.0 mm/km.
 FR0318
 FR0318.The geoid height was determined by GEOID03.
 FR0318
 FR0318.The dynamic height is computed by dividing the NAVD 88
 FR0318.geopotential number by the normal gravity value computed on the
 FR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0318.degrees latitude (g = 980.6199 gals.).
 FR0318
 FR0318.The modeled gravity was interpolated from observed gravity values.
 FR0318
 FR0318;                    North         East    Units  Estimated Accuracy
 FR0318;SPC AZ C     -   516,920.      128,100.      MT  (+/- 180 meters Scaled)
 FR0318
 FR0318                          SUPERSEDED SURVEY CONTROL
 FR0318
 FR0318  NGVD 29 (??/??/92) 1873.649  (m)         6147.13   (f) ADJ UNCH    2 0
 FR0318
 FR0318.Superseded values are not recommended for survey control.
 FR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0318.See file dsdata.txt to determine how the superseded data were derived.
 FR0318
 FR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE317475(NAD 83)
 FR0318_MARKER: DB = BENCH MARK DISK
 FR0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0318_SP_SET: FOUNDATION
 FR0318_STAMPING: U 386 1968
 FR0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0318
 FR0318  HISTORY     - Date     Condition        Report By
 FR0318  HISTORY     - 1968     MONUMENTED       CGS
 FR0318
 FR0318                          STATION DESCRIPTION
 FR0318
 FR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0318'29.2 MI N FROM SELIGMAN.
 FR0318'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0318'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0318'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.25 MILES EAST
 FR0318'ALONG A DIRT ROAD ALONG A POWER LINE, 3 TOWERS EAST OF BENCH MARK T
 FR0318'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG
 FR0318'OF TOWER 869, ABOUT 1/2 FOOT HIGHER THAN THE ROAD AND 1 FOOT ABOVE THE
 FR0318'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0050 ***********************************************************************
 FR0050  DESIGNATION -  U 387
 FR0050  PID         -  FR0050
 FR0050  STATE/COUNTY-  AZ/COCONINO
 FR0050  USGS QUAD   -  MARKHAM DAM (1980)
 FR0050
 FR0050                         *CURRENT SURVEY CONTROL
 FR0050  ___________________________________________________________________
 FR0050* NAD 83(1986)-  35 43 46.     (N)    112 28 19.     (W)     SCALED    
 FR0050* NAVD 88     -      1689.116  (meters)    5541.71   (feet)  POSTED    
 FR0050  ___________________________________________________________________
 FR0050  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FR0050  DYNAMIC HT  -        1686.940 (meters)    5534.57  (feet)  COMP
 FR0050  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 FR0050
 FR0050  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0050
 FR0050.The horizontal coordinates were scaled from a topographic map and have
 FR0050.an estimated accuracy of +/- 6 seconds.
 FR0050
 FR0050.The orthometric height was determined by differential leveling
 FR0050.and adjusted by the  in 1992.
 FR0050.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0050.rate of 0.0 thru 1.0 mm/km.
 FR0050
 FR0050.The geoid height was determined by GEOID03.
 FR0050
 FR0050.The dynamic height is computed by dividing the NAVD 88
 FR0050.geopotential number by the normal gravity value computed on the
 FR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0050.degrees latitude (g = 980.6199 gals.).
 FR0050
 FR0050.The modeled gravity was interpolated from observed gravity values.
 FR0050
 FR0050;                    North         East    Units  Estimated Accuracy
 FR0050;SPC AZ C     -   524,640.      163,130.      MT  (+/- 180 meters Scaled)
 FR0050
 FR0050                          SUPERSEDED SURVEY CONTROL
 FR0050
 FR0050  NGVD 29 (??/??/92) 1688.275  (m)         5538.95   (f) ADJ UNCH    2 0
 FR0050
 FR0050.Superseded values are not recommended for survey control.
 FR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0050.See file dsdata.txt to determine how the superseded data were derived.
 FR0050
 FR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE668549(NAD 83)
 FR0050_MARKER: DB = BENCH MARK DISK
 FR0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0050_SP_SET: FOUNDATION
 FR0050_STAMPING: U 387 1968
 FR0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0050
 FR0050  HISTORY     - Date     Condition        Report By
 FR0050  HISTORY     - 1968     MONUMENTED       CGS
 FR0050
 FR0050                          STATION DESCRIPTION
 FR0050
 FR0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0050'12.8 MI W FROM WILLAHA.
 FR0050'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0050'THE SIDING SIGN AT WILLAHA, THENCE 12.0 MILE WEST ALONG A STEEL TOWER
 FR0050'POWER LINE, 2 TOWERS WEST OF BENCH MARK T 387, IN THE TOP OF THE
 FR0050'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 798, 57 FEET
 FR0050'NORTH OF THE CENTER LINE OF A ROAD, AND ABOUT 1 FOOT HIGHER THAN THE
 FR0050'ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0349 ***********************************************************************
 FR0349  DESIGNATION -  U 388
 FR0349  PID         -  FR0349
 FR0349  STATE/COUNTY-  AZ/COCONINO
 FR0349  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0349
 FR0349                         *CURRENT SURVEY CONTROL
 FR0349  ___________________________________________________________________
 FR0349* NAD 83(1986)-  35 45 08.     (N)    112 41 55.     (W)     SCALED    
 FR0349* NAVD 88     -      1704.460  (meters)    5592.05   (feet)  POSTED    
 FR0349  ___________________________________________________________________
 FR0349  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FR0349  DYNAMIC HT  -        1702.250 (meters)    5584.80  (feet)  COMP
 FR0349  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 FR0349
 FR0349  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0349
 FR0349.The horizontal coordinates were scaled from a topographic map and have
 FR0349.an estimated accuracy of +/- 6 seconds.
 FR0349
 FR0349.The orthometric height was determined by differential leveling
 FR0349.and adjusted by the  in 1992.
 FR0349.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0349.was located on a no-check spur therefore a value was not computed.
 FR0349.No vertical observational check was made to the station.
 FR0349
 FR0349.The geoid height was determined by GEOID03.
 FR0349
 FR0349.The dynamic height is computed by dividing the NAVD 88
 FR0349.geopotential number by the normal gravity value computed on the
 FR0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0349.degrees latitude (g = 980.6199 gals.).
 FR0349
 FR0349.The modeled gravity was interpolated from observed gravity values.
 FR0349
 FR0349;                    North         East    Units  Estimated Accuracy
 FR0349;SPC AZ C     -   527,310.      142,640.      MT  (+/- 180 meters Scaled)
 FR0349
 FR0349                          SUPERSEDED SURVEY CONTROL
 FR0349
 FR0349  NGVD 29 (??/??/92) 1703.587  (m)         5589.19   (f) ADJ UNCH    2 0
 FR0349
 FR0349.Superseded values are not recommended for survey control.
 FR0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0349.See file dsdata.txt to determine how the superseded data were derived.
 FR0349
 FR0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE464577(NAD 83)
 FR0349_MARKER: DB = BENCH MARK DISK
 FR0349_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0349_SP_SET: 8 FT.
 FR0349_STAMPING: U 388 1968
 FR0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0349
 FR0349  HISTORY     - Date     Condition        Report By
 FR0349  HISTORY     - 1968     MONUMENTED       CGS
 FR0349
 FR0349                          STATION DESCRIPTION
 FR0349
 FR0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0349'28.25 MI W FROM WILLAHA.
 FR0349'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0349'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0349'TOWER POWER LINE, THENCE 3.8 MILES NORTH ALONG A TRACK ROAD, 0.65 MILE
 FR0349'SOUTHEAST OF A FENCE CORNER, 43 FEET NORTHEAST OF THE CENTER LINE OF
 FR0349'THE ROAD, 1.1 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FR0349'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A
 FR0349'DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN
 FR0349'ORANGEBURG PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0370 ***********************************************************************
 FR0370  DESIGNATION -  U 389
 FR0370  PID         -  FR0370
 FR0370  STATE/COUNTY-  AZ/COCONINO
 FR0370  USGS QUAD   -  SUPAI CAMP (1981)
 FR0370
 FR0370                         *CURRENT SURVEY CONTROL
 FR0370  ___________________________________________________________________
 FR0370* NAD 83(1986)-  35 57 12.     (N)    112 47 05.     (W)     SCALED    
 FR0370* NAVD 88     -      1798.774  (meters)    5901.48   (feet)  POSTED    
 FR0370  ___________________________________________________________________
 FR0370  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0370  DYNAMIC HT  -        1796.470 (meters)    5893.92  (feet)  COMP
 FR0370  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 FR0370
 FR0370  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0370
 FR0370.The horizontal coordinates were scaled from a topographic map and have
 FR0370.an estimated accuracy of +/- 6 seconds.
 FR0370
 FR0370.The orthometric height was determined by differential leveling
 FR0370.and adjusted by the  in 1992.
 FR0370.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0370.was located on a no-check spur therefore a value was not computed.
 FR0370.No vertical observational check was made to the station.
 FR0370
 FR0370.The geoid height was determined by GEOID03.
 FR0370
 FR0370.The dynamic height is computed by dividing the NAVD 88
 FR0370.geopotential number by the normal gravity value computed on the
 FR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0370.degrees latitude (g = 980.6199 gals.).
 FR0370
 FR0370.The modeled gravity was interpolated from observed gravity values.
 FR0370
 FR0370;                    North         East    Units  Estimated Accuracy
 FR0370;SPC AZ C     -   549,680.      135,050.      MT  (+/- 180 meters Scaled)
 FR0370
 FR0370                          SUPERSEDED SURVEY CONTROL
 FR0370
 FR0370  NGVD 29 (??/??/92) 1797.888  (m)         5898.57   (f) ADJ UNCH    2 0
 FR0370
 FR0370.Superseded values are not recommended for survey control.
 FR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0370.See file dsdata.txt to determine how the superseded data were derived.
 FR0370
 FR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE390802(NAD 83)
 FR0370_MARKER: DB = BENCH MARK DISK
 FR0370_SETTING: 66 = SET IN ROCK OUTCROP
 FR0370_SP_SET: OUTCROP
 FR0370_STAMPING: U 389 1968
 FR0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0370+STABILITY: POSITION/ELEVATION WELL
 FR0370
 FR0370  HISTORY     - Date     Condition        Report By
 FR0370  HISTORY     - 1968     MONUMENTED       CGS
 FR0370
 FR0370                          STATION DESCRIPTION
 FR0370
 FR0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0370'57.4 MI NE FROM PEACH SPRINGS.
 FR0370'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0370'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0370'ROAD, THENCE 4.45 MILES SOUTH ALONG A TRACK ROAD, 0.45 MILE SOUTH OF
 FR0370'THE INTERSECTION OF AN EAST-WEST TRACK ROAD, IN THE TOP OF AN OUTCROP
 FR0370'WHICH PROJECTS ABOUT 0.1 FOOT ABOVE THE GROUND, 64 FEET WEST OF THE
 FR0370'CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF A WITNESS POST, AND ABOUT 1
 FR0370'1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0369 ***********************************************************************
 DT0369  DESIGNATION -  U 39
 DT0369  PID         -  DT0369
 DT0369  STATE/COUNTY-  AZ/GREENLEE
 DT0369  USGS QUAD   -  RATTLESNAKE SPRING (1989)
 DT0369
 DT0369                         *CURRENT SURVEY CONTROL
 DT0369  ___________________________________________________________________
 DT0369* NAD 83(1986)-  33 01 09.     (N)    109 08 31.     (W)     SCALED    
 DT0369* NAVD 88     -      1422.759  (meters)    4667.84   (feet)  ADJUSTED  
 DT0369  ___________________________________________________________________
 DT0369  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 DT0369  DYNAMIC HT  -        1420.671 (meters)    4660.98  (feet)  COMP
 DT0369  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 DT0369
 DT0369  VERT ORDER  -  SECOND    CLASS 0
 DT0369
 DT0369.The horizontal coordinates were scaled from a topographic map and have
 DT0369.an estimated accuracy of +/- 6 seconds.
 DT0369
 DT0369.The orthometric height was determined by differential leveling
 DT0369.and adjusted in June 1991.
 DT0369
 DT0369.The geoid height was determined by GEOID03.
 DT0369
 DT0369.The dynamic height is computed by dividing the NAVD 88
 DT0369.geopotential number by the normal gravity value computed on the
 DT0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0369.degrees latitude (g = 980.6199 gals.).
 DT0369
 DT0369.The modeled gravity was interpolated from observed gravity values.
 DT0369
 DT0369;                    North         East    Units  Estimated Accuracy
 DT0369;SPC AZ E     -   224,340.      309,100.      MT  (+/- 180 meters Scaled)
 DT0369
 DT0369                          SUPERSEDED SURVEY CONTROL
 DT0369
 DT0369  NGVD 29 (??/??/92) 1421.990  (m)         4665.31   (f) ADJ UNCH    2 0
 DT0369
 DT0369.Superseded values are not recommended for survey control.
 DT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0369.See file dsdata.txt to determine how the superseded data were derived.
 DT0369
 DT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB735549(NAD 83)
 DT0369_MARKER: DB = BENCH MARK DISK
 DT0369_SETTING: 66 = SET IN ROCK OUTCROP
 DT0369_SP_SET: OUTCROP
 DT0369_STAMPING: U 39 1934
 DT0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0369+STABILITY: POSITION/ELEVATION WELL
 DT0369
 DT0369  HISTORY     - Date     Condition        Report By
 DT0369  HISTORY     - 1934     MONUMENTED       CGS
 DT0369  HISTORY     - 1958     GOOD             USGS
 DT0369  HISTORY     - 19861218 MARK NOT FOUND   USGS
 DT0369
 DT0369                          STATION DESCRIPTION
 DT0369
 DT0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0369'15.4 MI SE FROM CLIFTON.
 DT0369'ON STATE HWY. NO. 78, 5.3 MILES NORTH EAST OF JUNCTION WITH HWY. NO.
 DT0369'75, 0.5 MILE WEST OF PLACE ROAD CROSSES LARGE WASH, ABOUT 500 YDS.
 DT0369'NORTH OF LARGE BARE ROCKY HILL, 200 FT. NORTH OF SMALL WASH, 30 FT.
 DT0369'SOUTH OF CENTER LINE OF HWY. ON LIMESTONE OUTCROP ABOUT 3 FT. HIGH.
 DT0369
 DT0369                          STATION RECOVERY (1958)
 DT0369
 DT0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0369'RECOVERED IN GOOD CONDITION.
 DT0369
 DT0369                          STATION RECOVERY (1986)
 DT0369
 DT0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 DT0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0552 ***********************************************************************
 FR0552  DESIGNATION -  U 391
 FR0552  PID         -  FR0552
 FR0552  STATE/COUNTY-  AZ/MOHAVE
 FR0552  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0552
 FR0552                         *CURRENT SURVEY CONTROL
 FR0552  ___________________________________________________________________
 FR0552* NAD 83(1986)-  35 11 12.     (N)    113 50 13.     (W)     SCALED    
 FR0552* NAVD 88     -      1307.751  (meters)    4290.51   (feet)  POSTED    
 FR0552  ___________________________________________________________________
 FR0552  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FR0552  DYNAMIC HT  -        1306.130 (meters)    4285.19  (feet)  COMP
 FR0552  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 FR0552
 FR0552  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0552
 FR0552.The horizontal coordinates were scaled from a topographic map and have
 FR0552.an estimated accuracy of +/- 6 seconds.
 FR0552
 FR0552.The orthometric height was determined by differential leveling
 FR0552.and adjusted by the  in 1992.
 FR0552.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0552.rate of 0.0 thru 1.0 mm/km.
 FR0552
 FR0552.The geoid height was determined by GEOID03.
 FR0552
 FR0552.The dynamic height is computed by dividing the NAVD 88
 FR0552.geopotential number by the normal gravity value computed on the
 FR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0552.degrees latitude (g = 980.6199 gals.).
 FR0552
 FR0552.The modeled gravity was interpolated from observed gravity values.
 FR0552
 FR0552;                    North         East    Units  Estimated Accuracy
 FR0552;SPC AZ W     -   464,300.      205,440.      MT  (+/- 180 meters Scaled)
 FR0552
 FR0552                          SUPERSEDED SURVEY CONTROL
 FR0552
 FR0552  NGVD 29 (??/??/92) 1306.912  (m)         4287.76   (f) ADJ UNCH    2 0
 FR0552
 FR0552.Superseded values are not recommended for survey control.
 FR0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0552.See file dsdata.txt to determine how the superseded data were derived.
 FR0552
 FR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD416974(NAD 83)
 FR0552_MARKER: DB = BENCH MARK DISK
 FR0552_SETTING: 66 = SET IN ROCK OUTCROP
 FR0552_SP_SET: BEDROCK OUTCROP
 FR0552_STAMPING: U 391 1962
 FR0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0552+STABILITY: POSITION/ELEVATION WELL
 FR0552
 FR0552  HISTORY     - Date     Condition        Report By
 FR0552  HISTORY     - 1962     MONUMENTED       CGS
 FR0552
 FR0552                          STATION DESCRIPTION
 FR0552
 FR0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0552'12.4 MI NE FROM KINGMAN.
 FR0552'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0552'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN, TO A SIGN GETZ RANCH
 FR0552'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0552'ROAD TO A PIPE LINE, THENCE 2.5 MILES EAST ALONG THE PIPE LINE ROAD TO
 FR0552'THE TOP OF A RIDGE NEAR TELEPHONE POLE NO. 17725, 39 FEET SOUTH OF THE
 FR0552'CENTER OF THE PIPE LINE ROAD, 83 FEET WEST OF TELEPHONE POLE NO.
 FR0552'17725, 5.5 FEET NORTHEAST OF TELEPHONE POLE NO. 6, ABOUT 2 FEET ABOVE
 FR0552'THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A 2.5 BY 2.5 FOOT
 FR0552'OUTCROPPING BEDROCK PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0436 ***********************************************************************
 FR0436  DESIGNATION -  U 392
 FR0436  PID         -  FR0436
 FR0436  STATE/COUNTY-  AZ/MOHAVE
 FR0436  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0436
 FR0436                         *CURRENT SURVEY CONTROL
 FR0436  ___________________________________________________________________
 FR0436* NAD 83(1986)-  35 12 45.     (N)    113 20 29.     (W)     SCALED    
 FR0436* NAVD 88     -      1582.016  (meters)    5190.33   (feet)  POSTED    
 FR0436  ___________________________________________________________________
 FR0436  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FR0436  DYNAMIC HT  -        1579.920 (meters)    5183.45  (feet)  COMP
 FR0436  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 FR0436
 FR0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0436
 FR0436.The horizontal coordinates were scaled from a topographic map and have
 FR0436.an estimated accuracy of +/- 6 seconds.
 FR0436
 FR0436.The orthometric height was determined by differential leveling
 FR0436.and adjusted by the  in 1992.
 FR0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0436.rate of 0.0 thru 1.0 mm/km.
 FR0436
 FR0436.The geoid height was determined by GEOID03.
 FR0436
 FR0436.The dynamic height is computed by dividing the NAVD 88
 FR0436.geopotential number by the normal gravity value computed on the
 FR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0436.degrees latitude (g = 980.6199 gals.).
 FR0436
 FR0436.The modeled gravity was interpolated from observed gravity values.
 FR0436
 FR0436;                    North         East    Units  Estimated Accuracy
 FR0436;SPC AZ W     -   467,240.      250,560.      MT  (+/- 180 meters Scaled)
 FR0436
 FR0436                          SUPERSEDED SURVEY CONTROL
 FR0436
 FR0436  NGVD 29 (??/??/92) 1581.101  (m)         5187.33   (f) ADJ UNCH    2 0
 FR0436
 FR0436.Superseded values are not recommended for survey control.
 FR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0436.See file dsdata.txt to determine how the superseded data were derived.
 FR0436
 FR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD868991(NAD 83)
 FR0436_MARKER: DB = BENCH MARK DISK
 FR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0436_STAMPING: U 392 1962
 FR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0436+STABILITY: SURFACE MOTION
 FR0436
 FR0436  HISTORY     - Date     Condition        Report By
 FR0436  HISTORY     - 1962     MONUMENTED       CGS
 FR0436
 FR0436                          STATION DESCRIPTION
 FR0436
 FR0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0436'31.9 MI W FROM SELIGMAN.
 FR0436'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0436'ITS STATION AT SELIGMAN, THENCE ABOUT 28.9 MILES WEST ALONG A GRAVEL
 FR0436'AND DIRT ROAD, ABOUT 0.10 MILE WEST OF A RANCH HOUSE SOUTH OF THE
 FR0436'ROAD, 36 FEET SOUTH OF THE CENTER OF THE ROAD, 2.5 FEET NORTH OF A
 FR0436'FENCE, 28 FEET EAST OF A TRIANGLE BLAZED TREE, 3.5 FEET NORTHWEST OF A
 FR0436'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 FR0436'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0204 ***********************************************************************
 FR0204  DESIGNATION -  U 393
 FR0204  PID         -  FR0204
 FR0204  STATE/COUNTY-  AZ/YAVAPAI
 FR0204  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0204
 FR0204                         *CURRENT SURVEY CONTROL
 FR0204  ___________________________________________________________________
 FR0204* NAD 83(1986)-  35 18 55.     (N)    112 58 14.     (W)     SCALED    
 FR0204* NAVD 88     -      1576.864  (meters)    5173.43   (feet)  POSTED    
 FR0204  ___________________________________________________________________
 FR0204  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FR0204  DYNAMIC HT  -        1574.810 (meters)    5166.69  (feet)  COMP
 FR0204  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 FR0204
 FR0204  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0204
 FR0204.The horizontal coordinates were scaled from a topographic map and have
 FR0204.an estimated accuracy of +/- 6 seconds.
 FR0204
 FR0204.The orthometric height was determined by differential leveling
 FR0204.and adjusted by the  in 1992.
 FR0204.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0204.rate of 0.0 thru 1.0 mm/km.
 FR0204
 FR0204.The geoid height was determined by GEOID03.
 FR0204
 FR0204.The dynamic height is computed by dividing the NAVD 88
 FR0204.geopotential number by the normal gravity value computed on the
 FR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0204.degrees latitude (g = 980.6199 gals.).
 FR0204
 FR0204.The modeled gravity was interpolated from observed gravity values.
 FR0204
 FR0204;                    North         East    Units  Estimated Accuracy
 FR0204;SPC AZ C     -   479,060.      117,530.      MT  (+/- 180 meters Scaled)
 FR0204
 FR0204                          SUPERSEDED SURVEY CONTROL
 FR0204
 FR0204  NGVD 29 (??/??/92) 1576.001  (m)         5170.60   (f) ADJ UNCH    2 0
 FR0204
 FR0204.Superseded values are not recommended for survey control.
 FR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0204.See file dsdata.txt to determine how the superseded data were derived.
 FR0204
 FR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE208097(NAD 83)
 FR0204_MARKER: DB = BENCH MARK DISK
 FR0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0204_STAMPING: U 393 1962
 FR0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0204+STABILITY: SURFACE MOTION
 FR0204
 FR0204  HISTORY     - Date     Condition        Report By
 FR0204  HISTORY     - 1962     MONUMENTED       CGS
 FR0204  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0204
 FR0204                          STATION DESCRIPTION
 FR0204
 FR0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0204'5.9 MI W FROM SELIGMAN.
 FR0204'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0204'ITS STATION AT SELIGMAN, THENCE 2.9 MILES WEST ALONG A GRAVEL ROAD, 48
 FR0204'FEET NORTH OF THE CENTER OF THE ROAD, 3.0 FEET EAST OF A METAL WITNESS
 FR0204'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 FR0204'CONCRETE POST PROJECTING 4 INCHES.
 FR0204
 FR0204                          STATION RECOVERY (1982)
 FR0204
 FR0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0204'NOT RECOVERED, BELIVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0790 ***********************************************************************
 DW0790  DESIGNATION -  U 394
 DW0790  PID         -  DW0790
 DW0790  STATE/COUNTY-  AZ/LA PAZ
 DW0790  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0790
 DW0790                         *CURRENT SURVEY CONTROL
 DW0790  ___________________________________________________________________
 DW0790* NAD 83(1986)-  33 38 51.     (N)    114 22 21.     (W)     SCALED    
 DW0790* NAVD 88     -       313.72   (+/-2cm)    1029.3    (feet)  VERTCON   
 DW0790  ___________________________________________________________________
 DW0790  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DW0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0790
 DW0790.The horizontal coordinates were scaled from a topographic map and have
 DW0790.an estimated accuracy of +/- 6 seconds.
 DW0790
 DW0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0790.The vertical order pertains to the NGVD 29 superseded value.
 DW0790
 DW0790.The geoid height was determined by GEOID03.
 DW0790
 DW0790;                    North         East    Units  Estimated Accuracy
 DW0790;SPC AZ W     -   293,740.      155,620.      MT  (+/- 180 meters Scaled)
 DW0790
 DW0790                          SUPERSEDED SURVEY CONTROL
 DW0790
 DW0790  NGVD 29 (??/??/??)  313.017  (m)         1026.96   (f) ADJUSTED    2 0
 DW0790
 DW0790.Superseded values are not recommended for survey control.
 DW0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0790.See file dsdata.txt to determine how the superseded data were derived.
 DW0790
 DW0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT436261(NAD 83)
 DW0790_MARKER: DB = BENCH MARK DISK
 DW0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0790_SP_SET: BRIDGE ABUTMENT
 DW0790_STAMPING: U 394 1962
 DW0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0790
 DW0790  HISTORY     - Date     Condition        Report By
 DW0790  HISTORY     - 1962     MONUMENTED       CGS
 DW0790  HISTORY     - 1965     MARK NOT FOUND   AMS
 DW0790  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0790
 DW0790                          STATION DESCRIPTION
 DW0790
 DW0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0790'10.2 MI E FROM EHRENBERG.
 DW0790'ABOUT 10.2 MILES EAST ALONG U.S. HIGHWAYS 60 AND 70 FROM
 DW0790'THE EAST END OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER,
 DW0790'SET IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF AN ABANDONED
 DW0790'BRIDGE, 39 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND ABOUT
 DW0790'2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THIS MARK MAY ALSO
 DW0790'BE REACHED FROM THE POST OFFICE AT QUARTZSITE BY GOING 8.1
 DW0790'MILES WEST ALONG U.S. HIGHWAYS 60 AND 70.
 DW0790
 DW0790                          STATION RECOVERY (1965)
 DW0790
 DW0790'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0790'MARK NOT FOUND.
 DW0790
 DW0790                          STATION RECOVERY (1981)
 DW0790
 DW0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0790'NOT RECOVERED. NOTE-BRIDGE DESCRIBED HAS BEEN DESTROYED, MARK BELIEVED
 DW0790'LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1094 ***********************************************************************
 DV1094  DESIGNATION -  U 395 4
 DV1094  PID         -  DV1094
 DV1094  STATE/COUNTY-  AZ/LA PAZ
 DV1094  USGS QUAD   -  BEAR HILLS (1990)
 DV1094
 DV1094                         *CURRENT SURVEY CONTROL
 DV1094  ___________________________________________________________________
 DV1094* NAD 83(1986)-  33 39 19.     (N)    113 57 27.     (W)     SCALED    
 DV1094* NAVD 88     -       449.36   (+/-2cm)    1474.3    (feet)  VERTCON   
 DV1094  ___________________________________________________________________
 DV1094  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1094
 DV1094.The horizontal coordinates were scaled from a topographic map and have
 DV1094.an estimated accuracy of +/- 6 seconds.
 DV1094
 DV1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1094.The vertical order pertains to the NGVD 29 superseded value.
 DV1094
 DV1094.The geoid height was determined by GEOID03.
 DV1094
 DV1094;                    North         East    Units  Estimated Accuracy
 DV1094;SPC AZ W     -   294,450.      194,110.      MT  (+/- 180 meters Scaled)
 DV1094
 DV1094                          SUPERSEDED SURVEY CONTROL
 DV1094
 DV1094  NGVD 29 (??/??/92)  448.662  (m)         1471.99   (f) ADJ UNCH    2 0
 DV1094
 DV1094.Superseded values are not recommended for survey control.
 DV1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1094.See file dsdata.txt to determine how the superseded data were derived.
 DV1094
 DV1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC257278(NAD 83)
 DV1094_MARKER: DB = BENCH MARK DISK
 DV1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1094_STAMPING: U 395 4 1962
 DV1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1094+STABILITY: SURFACE MOTION
 DV1094
 DV1094  HISTORY     - Date     Condition        Report By
 DV1094  HISTORY     - 1962     MONUMENTED       CGS
 DV1094
 DV1094                          STATION DESCRIPTION
 DV1094
 DV1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1094'2.85 MI SW FROM BRENDA.
 DV1094'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1094'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 DV1094'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1094'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.1 FEET NORTHWEST OF A METAL
 DV1094'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1106 ***********************************************************************
 DV1106  DESIGNATION -  U 396
 DV1106  PID         -  DV1106
 DV1106  STATE/COUNTY-  AZ/LA PAZ
 DV1106  USGS QUAD   -  VICKSBURG (1990)
 DV1106
 DV1106                         *CURRENT SURVEY CONTROL
 DV1106  ___________________________________________________________________
 DV1106* NAD 83(1986)-  33 38 17.     (N)    113 46 02.     (W)     SCALED    
 DV1106* NAVD 88     -       362.44   (+/-2cm)    1189.1    (feet)  VERTCON   
 DV1106  ___________________________________________________________________
 DV1106  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1106
 DV1106.The horizontal coordinates were scaled from a topographic map and have
 DV1106.an estimated accuracy of +/- 6 seconds.
 DV1106
 DV1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1106.The vertical order pertains to the NGVD 29 superseded value.
 DV1106
 DV1106.The geoid height was determined by GEOID03.
 DV1106
 DV1106;                    North         East    Units  Estimated Accuracy
 DV1106;SPC AZ W     -   292,520.      211,760.      MT  (+/- 180 meters Scaled)
 DV1106
 DV1106                          SUPERSEDED SURVEY CONTROL
 DV1106
 DV1106  NGVD 29 (??/??/92)  361.779  (m)         1186.94   (f) ADJ UNCH    2 0
 DV1106
 DV1106.Superseded values are not recommended for survey control.
 DV1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1106.See file dsdata.txt to determine how the superseded data were derived.
 DV1106
 DV1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC433254(NAD 83)
 DV1106_MARKER: DB = BENCH MARK DISK
 DV1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1106_STAMPING: U 396 1962
 DV1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1106+STABILITY: SURFACE MOTION
 DV1106
 DV1106  HISTORY     - Date     Condition        Report By
 DV1106  HISTORY     - 1962     MONUMENTED       CGS
 DV1106  HISTORY     - 19870212 MARK NOT FOUND   USGS
 DV1106
 DV1106                          STATION DESCRIPTION
 DV1106
 DV1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1106'9.2 MI SW FROM HOPE.
 DV1106'3.7 MILES WEST ALONG U.S. HIGHWAY 60-70 FROM THE JUNCTION OF STATE
 DV1106'HIGHWAY 72 AT HOPE, THENCE 5.5 MILES SOUTH ALONG A BLADED ROAD, 18
 DV1106'FEET EAST OF THE CENTER OF THE ROAD, 9 FEET EAST-NORTHEAST OF A
 DV1106'G.L.O.S. MARK, 2.0 FEET EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 DV1106'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV1106'INCHES.
 DV1106
 DV1106                          STATION RECOVERY (1987)
 DV1106
 DV1106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (PK)
 DV1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0360 ***********************************************************************
 CG0360  DESIGNATION -  U 399
 CG0360  PID         -  CG0360
 CG0360  STATE/COUNTY-  AZ/PIMA
 CG0360  USGS QUAD   -  MOUNT FAGAN (1981)
 CG0360
 CG0360                         *CURRENT SURVEY CONTROL
 CG0360  ___________________________________________________________________
 CG0360* NAD 83(1986)-  31 57 51.     (N)    110 39 28.     (W)     SCALED    
 CG0360* NAVD 88     -      1147.06   (+/-2cm)    3763.3    (feet)  VERTCON   
 CG0360  ___________________________________________________________________
 CG0360  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CG0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0360
 CG0360.The horizontal coordinates were scaled from a topographic map and have
 CG0360.an estimated accuracy of +/- 6 seconds.
 CG0360
 CG0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0360.The vertical order pertains to the NGVD 29 superseded value.
 CG0360
 CG0360.The geoid height was determined by GEOID03.
 CG0360
 CG0360;                    North         East    Units  Estimated Accuracy
 CG0360;SPC AZ C     -   107,590.      332,360.      MT  (+/- 180 meters Scaled)
 CG0360
 CG0360                          SUPERSEDED SURVEY CONTROL
 CG0360
 CG0360  NGVD 29 (??/??/92) 1146.298  (m)         3760.81   (f) ADJ UNCH    2 0
 CG0360
 CG0360.Superseded values are not recommended for survey control.
 CG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0360.See file dsdata.txt to determine how the superseded data were derived.
 CG0360
 CG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA323365(NAD 83)
 CG0360_MARKER: DB = BENCH MARK DISK
 CG0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0360_STAMPING: U 399 1962
 CG0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0360+STABILITY: SURFACE MOTION
 CG0360
 CG0360  HISTORY     - Date     Condition        Report By
 CG0360  HISTORY     - 1962     MONUMENTED       CGS
 CG0360
 CG0360                          STATION DESCRIPTION
 CG0360
 CG0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CG0360'23.4 MI SE FROM TUCSON.
 CG0360'20.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CG0360'HIGHWAY 80 AND 89 IN THE SOUTH PART OF TUCSON, THENCE 3.4 MILES SOUTH
 CG0360'ALONG STATE HIGHWAY 83 FROM THE SOUTH END OF THE SONOITA OVERPASS, 51
 CG0360'FEET EAST OF THE CENTER OF STATE HIGHWAY 83, 4.7 FEET NORTH OF A
 CG0360'BRACED POWER POLE AND 5.5 FEET WEST OF A METAL WITNESS POST, A BRONZE
 CG0360'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 CG0360'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0259 ***********************************************************************
 CY0259  DESIGNATION -  U 40
 CY0259  PID         -  CY0259
 CY0259  STATE/COUNTY-  AZ/GRAHAM
 CY0259  USGS QUAD   -  TOLLGATE TANK (1985)
 CY0259
 CY0259                         *CURRENT SURVEY CONTROL
 CY0259  ___________________________________________________________________
 CY0259* NAD 83(1986)-  32 49 30.     (N)    109 28 30.     (W)     SCALED    
 CY0259* NAVD 88     -      1059.933  (meters)    3477.46   (feet)  ADJUSTED  
 CY0259  ___________________________________________________________________
 CY0259  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CY0259  DYNAMIC HT  -        1058.437 (meters)    3472.56  (feet)  COMP
 CY0259  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 CY0259
 CY0259  VERT ORDER  -  SECOND    CLASS 0
 CY0259
 CY0259.The horizontal coordinates were scaled from a topographic map and have
 CY0259.an estimated accuracy of +/- 6 seconds.
 CY0259
 CY0259.The orthometric height was determined by differential leveling
 CY0259.and adjusted in June 1991.
 CY0259
 CY0259.The geoid height was determined by GEOID03.
 CY0259
 CY0259.The dynamic height is computed by dividing the NAVD 88
 CY0259.geopotential number by the normal gravity value computed on the
 CY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0259.degrees latitude (g = 980.6199 gals.).
 CY0259
 CY0259.The modeled gravity was interpolated from observed gravity values.
 CY0259
 CY0259;                    North         East    Units  Estimated Accuracy
 CY0259;SPC AZ E     -   202,560.      278,120.      MT  (+/- 180 meters Scaled)
 CY0259
 CY0259                          SUPERSEDED SURVEY CONTROL
 CY0259
 CY0259  NGVD 29 (??/??/92) 1059.291  (m)         3475.36   (f) ADJ UNCH    2 0
 CY0259
 CY0259.Superseded values are not recommended for survey control.
 CY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0259.See file dsdata.txt to determine how the superseded data were derived.
 CY0259
 CY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB427329(NAD 83)
 CY0259_MARKER: DB = BENCH MARK DISK
 CY0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0259_STAMPING: U 40 1934
 CY0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0259+STABILITY: SURFACE MOTION
 CY0259
 CY0259  HISTORY     - Date     Condition        Report By
 CY0259  HISTORY     - 1934     MONUMENTED       CGS
 CY0259
 CY0259                          STATION DESCRIPTION
 CY0259
 CY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0259'9.8 MI E FROM SOLOMONVILLE.
 CY0259'9.8 MILES EAST AT JUNCTION OF STATE HWY. NO.71 AND U.S.HWY. NO.180. AT
 CY0259'JUNCTION OF STATE HWY. NO.71 AND U.S. HWY. NO.180, ABOUT 90 FT. SOUTH
 CY0259'WEST OF CENTER LINE OF HWY. NO.180, AND 70 FT. SOUTH WEST OF CONCRETE
 CY0259'CULVERT, IN THE LINE OF TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0187 ***********************************************************************
 GP0187  DESIGNATION -  U 401
 GP0187  PID         -  GP0187
 GP0187  STATE/COUNTY-  AZ/COCONINO
 GP0187  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0187
 GP0187                         *CURRENT SURVEY CONTROL
 GP0187  ___________________________________________________________________
 GP0187* NAD 83(1986)-  36 32 43.     (N)    111 37 21.     (W)     SCALED    
 GP0187* NAVD 88     -      1633.314  (meters)    5358.63   (feet)  ADJUSTED  
 GP0187  ___________________________________________________________________
 GP0187  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GP0187  DYNAMIC HT  -        1631.305 (meters)    5352.04  (feet)  COMP
 GP0187  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 GP0187
 GP0187  VERT ORDER  -  FIRST     CLASS II
 GP0187
 GP0187.The horizontal coordinates were scaled from a topographic map and have
 GP0187.an estimated accuracy of +/- 6 seconds.
 GP0187
 GP0187.The orthometric height was determined by differential leveling
 GP0187.and adjusted in June 1991.
 GP0187
 GP0187.The geoid height was determined by GEOID03.
 GP0187
 GP0187.The dynamic height is computed by dividing the NAVD 88
 GP0187.geopotential number by the normal gravity value computed on the
 GP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0187.degrees latitude (g = 980.6199 gals.).
 GP0187
 GP0187.The modeled gravity was interpolated from observed gravity values.
 GP0187
 GP0187;                    North         East    Units  Estimated Accuracy
 GP0187;SPC AZ C     -   615,050.      239,700.      MT  (+/- 180 meters Scaled)
 GP0187
 GP0187                          SUPERSEDED SURVEY CONTROL
 GP0187
 GP0187  NGVD 29 (??/??/92) 1632.305  (m)         5355.32   (f) ADJ UNCH    1 2
 GP0187
 GP0187.Superseded values are not recommended for survey control.
 GP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0187.See file dsdata.txt to determine how the superseded data were derived.
 GP0187
 GP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF442446(NAD 83)
 GP0187_MARKER: DB = BENCH MARK DISK
 GP0187_SETTING: 66 = SET IN ROCK OUTCROP
 GP0187_SP_SET: ROCK OUTCROP
 GP0187_STAMPING: U 401 1962
 GP0187_MARK LOGO: CGS   
 GP0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0187+STABILITY: POSITION/ELEVATION WELL
 GP0187
 GP0187  HISTORY     - Date     Condition        Report By
 GP0187  HISTORY     - 1962     MONUMENTED       CGS
 GP0187  HISTORY     - 1978     GOOD             USGS
 GP0187  HISTORY     - 1983     GOOD             NGS
 GP0187
 GP0187                          STATION DESCRIPTION
 GP0187
 GP0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0187'7.1 MI S FROM BITTER SPRINGS.
 GP0187'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0187'STATION AT BITTER SPRINGS, 232 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GP0187'HIGHWAY, 230 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST HEADWALL OF A
 GP0187'CULVERT, 44.1 FEET WEST OF A METAL WITNESS POST, 33 FEET SOUTHWEST OF
 GP0187'A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 GP0187'TOP OF A ROCK OUTCROP PROJECTING ABOUT 6 INCHES.
 GP0187
 GP0187                          STATION RECOVERY (1978)
 GP0187
 GP0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0187'CHANGE PRIMARY REFERENCE TO-- JCT OF US 89 AND ALT. AT BITTER
 GP0187'SPRINGS. 6.9 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0187'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0187'IS ADEQUATE.
 GP0187
 GP0187                          STATION RECOVERY (1983)
 GP0187
 GP0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0187'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.75 KM
 GP0187'(6.7 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0187'ALTERNATE IN BITTER SPRINGS, IN TOP OF AND 3.9 METERS (13 FT) WEST OF
 GP0187'THE EAST END OF A 3- BY 24-FOOT PORTION OF WHITE SANDSTONE OUTCROP
 GP0187'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND, 0.45 KM (0.3 MI)
 GP0187'NORTHWEST OF MILEPOST 517, 70.7 METERS (232 FT) SOUTHWEST OF THE
 GP0187'HIGHWAY CENTERLINE, 45.4 METERS (149 FT) SOUTH OF A BRACED FENCE POST
 GP0187'IN THE RIGHT OF WAY FENCE, 40.2 METERS (132 FT) SOUTHWEST OF THE RIGHT
 GP0187'OF WAY FENCE, 30.2 METERS (99 FT) NORTHWEST OF THE EXTENDED CENTER OF
 GP0187'A TRACK ROAD LEADING NORTHEAST.
 GP0187'THE MARK IS 12.5 METERS  W FROM A WITNESS POST.
 GP0187'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1162 ***********************************************************************
 DU1162  DESIGNATION -  U 403
 DU1162  PID         -  DU1162
 DU1162  STATE/COUNTY-  AZ/GILA
 DU1162  USGS QUAD   -  GLOBE (1982)
 DU1162
 DU1162                         *CURRENT SURVEY CONTROL
 DU1162  ___________________________________________________________________
 DU1162* NAD 83(1986)-  33 24 05.     (N)    110 47 30.     (W)     SCALED    
 DU1162* NAVD 88     -      1059.763  (meters)    3476.91   (feet)  ADJUSTED  
 DU1162  ___________________________________________________________________
 DU1162  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DU1162  DYNAMIC HT  -        1058.327 (meters)    3472.19  (feet)  COMP
 DU1162  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 DU1162
 DU1162  VERT ORDER  -  FIRST     CLASS II
 DU1162
 DU1162.The horizontal coordinates were scaled from a topographic map and have
 DU1162.an estimated accuracy of +/- 6 seconds.
 DU1162
 DU1162.The orthometric height was determined by differential leveling
 DU1162.and adjusted in June 1991.
 DU1162
 DU1162.The geoid height was determined by GEOID03.
 DU1162
 DU1162.The dynamic height is computed by dividing the NAVD 88
 DU1162.geopotential number by the normal gravity value computed on the
 DU1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1162.degrees latitude (g = 980.6199 gals.).
 DU1162
 DU1162.The modeled gravity was interpolated from observed gravity values.
 DU1162
 DU1162;                    North         East    Units  Estimated Accuracy
 DU1162;SPC AZ E     -   266,440.      155,220.      MT  (+/- 180 meters Scaled)
 DU1162
 DU1162                          SUPERSEDED SURVEY CONTROL
 DU1162
 DU1162.No superseded survey control is available for this station.
 DU1162
 DU1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB193958(NAD 83)
 DU1162_MARKER: DB = BENCH MARK DISK
 DU1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU1162_SP_SET: CONCRETE SUPPORT COLUMN
 DU1162_STAMPING: U 403 1979
 DU1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1162+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1162
 DU1162  HISTORY     - Date     Condition        Report By
 DU1162  HISTORY     - 1979     MONUMENTED       NGS
 DU1162  HISTORY     - 1979     GOOD             NGS
 DU1162  HISTORY     - 19950726 GOOD             USPSQD
 DU1162  HISTORY     - 20030416 GOOD             AZ-007
 DU1162  HISTORY     - 20061112 GOOD             GEOCAC
 DU1162
 DU1162                          STATION DESCRIPTION
 DU1162
 DU1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1162'IN GLOBE.
 DU1162'MARK SET IN THE WEST-SOUTHWEST FACE OF A LARGE CONCRETE
 DU1162'SUPPORT COLUMN OF A DESTROYED RAILROAD TRESTLE AT THE
 DU1162'INTERSECTION OF HASKINS ROAD AND NORTH BROAD STREET IN GLOBE,
 DU1162'81 FEET EAST OF THE CENTERLINE OF NORTH WILLOW STREET, 58 FEET
 DU1162'SOUTH OF THE CENTER OF NORTH BROAD STREET AND 21.3 FEET SOUTH OF THE
 DU1162'SOUTH CURB OF NORTH BROAD STREET.
 DU1162'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 DU1162
 DU1162                          STATION RECOVERY (1979)
 DU1162
 DU1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU1162'MARK SET IN THE WEST-SOUTHWEST FACE OF A LARGE CONCRETE
 DU1162'SUPPORT COLUMN OF A DESTROYED RAILROAD TRESTLE AT THE
 DU1162'INTERSECTION OF HASKINS ROAD AND NORTH BROAD STREET IN GLOBE,
 DU1162'81 FEET EAST OF THE CENTERLINE OF NORTH WILLOW STREET, 58 FEET
 DU1162'SOUTH OF THE CENTER OF NORTH BROAD STREET AND 21.3 FEET SOUTH OF THE
 DU1162'SOUTH CURB OF NORTH BROAD STREET.
 DU1162'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 DU1162
 DU1162                          STATION RECOVERY (1995)
 DU1162
 DU1162'RECOVERY NOTE BY US POWER SQUADRON 1995
 DU1162'RECOVERED IN GOOD CONDITION.
 DU1162
 DU1162                          STATION RECOVERY (2003)
 DU1162
 DU1162'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1162'RECOVERED IN GOOD CONDITION.
 DU1162
 DU1162                          STATION RECOVERY (2006)
 DU1162
 DU1162'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0290 ***********************************************************************
 GP0290  DESIGNATION -  U 403
 GP0290  PID         -  GP0290
 GP0290  STATE/COUNTY-  AZ/COCONINO
 GP0290  USGS QUAD   -  LEES FERRY (1985)
 GP0290
 GP0290                         *CURRENT SURVEY CONTROL
 GP0290  ___________________________________________________________________
 GP0290* NAD 83(1986)-  36 47 08.     (N)    111 32 09.     (W)     SCALED    
 GP0290* NAVD 88     -      1612.306  (meters)    5289.71   (feet)  ADJUSTED  
 GP0290  ___________________________________________________________________
 GP0290  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GP0290  DYNAMIC HT  -        1610.411 (meters)    5283.49  (feet)  COMP
 GP0290  MODELED GRAV-     979,398.5   (mgal)                       NAVD 88
 GP0290
 GP0290  VERT ORDER  -  FIRST     CLASS II
 GP0290
 GP0290.The horizontal coordinates were scaled from a topographic map and have
 GP0290.an estimated accuracy of +/- 6 seconds.
 GP0290
 GP0290.The orthometric height was determined by differential leveling
 GP0290.and adjusted in June 1991.
 GP0290
 GP0290.The geoid height was determined by GEOID03.
 GP0290
 GP0290.The dynamic height is computed by dividing the NAVD 88
 GP0290.geopotential number by the normal gravity value computed on the
 GP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0290.degrees latitude (g = 980.6199 gals.).
 GP0290
 GP0290.The modeled gravity was interpolated from observed gravity values.
 GP0290
 GP0290;                    North         East    Units  Estimated Accuracy
 GP0290;SPC AZ C     -   641,740.      247,350.      MT  (+/- 180 meters Scaled)
 GP0290
 GP0290                          SUPERSEDED SURVEY CONTROL
 GP0290
 GP0290  NGVD 29 (??/??/92) 1611.369  (m)         5286.63   (f) ADJ UNCH    1 2
 GP0290
 GP0290.Superseded values are not recommended for survey control.
 GP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0290.See file dsdata.txt to determine how the superseded data were derived.
 GP0290
 GP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF521712(NAD 83)
 GP0290_MARKER: DB = BENCH MARK DISK
 GP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0290_STAMPING: U 403 1962
 GP0290_MARK LOGO: CGS   
 GP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0290+STABILITY: SURFACE MOTION
 GP0290
 GP0290  HISTORY     - Date     Condition        Report By
 GP0290  HISTORY     - 1962     MONUMENTED       CGS
 GP0290  HISTORY     - 1983     GOOD             NGS
 GP0290
 GP0290                          STATION DESCRIPTION
 GP0290
 GP0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0290'11.85 MI S FROM PAGE.
 GP0290'ABOUT 11.85 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END
 GP0290'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.1 MILE NORTH-NORTHEAST
 GP0290'OF A HIGHWAY CUT, 64 FEET EAST OF THE NORTHEAST END OF A METAL GUARD
 GP0290'RAIL, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 20
 GP0290'FEET WEST OF THE BASE OF A SANDY HILL, 2.5 FEET SOUTHEAST OF A METAL
 GP0290'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 GP0290'CONCRETE POST PROJECTING 6 INCHES.
 GP0290
 GP0290                          STATION RECOVERY (1983)
 GP0290
 GP0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1171 ***********************************************************************
 DU1171  DESIGNATION -  U 404
 DU1171  PID         -  DU1171
 DU1171  STATE/COUNTY-  AZ/GILA
 DU1171  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1171
 DU1171                         *CURRENT SURVEY CONTROL
 DU1171  ___________________________________________________________________
 DU1171* NAD 83(1986)-  33 28 48.     (N)    110 43 16.     (W)     SCALED    
 DU1171* NAVD 88     -      1333.197  (meters)    4374.00   (feet)  ADJUSTED  
 DU1171  ___________________________________________________________________
 DU1171  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DU1171  DYNAMIC HT  -        1331.326 (meters)    4367.86  (feet)  COMP
 DU1171  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 DU1171
 DU1171  VERT ORDER  -  FIRST     CLASS II
 DU1171
 DU1171.The horizontal coordinates were scaled from a topographic map and have
 DU1171.an estimated accuracy of +/- 6 seconds.
 DU1171
 DU1171.The orthometric height was determined by differential leveling
 DU1171.and adjusted in June 1991.
 DU1171
 DU1171.The geoid height was determined by GEOID03.
 DU1171
 DU1171.The dynamic height is computed by dividing the NAVD 88
 DU1171.geopotential number by the normal gravity value computed on the
 DU1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1171.degrees latitude (g = 980.6199 gals.).
 DU1171
 DU1171.The modeled gravity was interpolated from observed gravity values.
 DU1171
 DU1171;                    North         East    Units  Estimated Accuracy
 DU1171;SPC AZ E     -   275,120.      161,830.      MT  (+/- 180 meters Scaled)
 DU1171
 DU1171                          SUPERSEDED SURVEY CONTROL
 DU1171
 DU1171.No superseded survey control is available for this station.
 DU1171
 DU1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC259045(NAD 83)
 DU1171_MARKER: DB = BENCH MARK DISK
 DU1171_SETTING: 66 = SET IN ROCK OUTCROP
 DU1171_SP_SET: ROCK OUTCROP
 DU1171_STAMPING: U 404 1979
 DU1171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1171+STABILITY: POSITION/ELEVATION WELL
 DU1171
 DU1171  HISTORY     - Date     Condition        Report By
 DU1171  HISTORY     - 1979     MONUMENTED       NGS
 DU1171  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 DU1171
 DU1171                          STATION DESCRIPTION
 DU1171
 DU1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1171'7.5 MI NE FROM GLOBE.
 DU1171'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1171'COURTHOUSE IN GLOBE, 33.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1171'THE MARK IS 2.9 FT  NE FROM A WITNESS POST.
 DU1171'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1171
 DU1171                          STATION RECOVERY (2006)
 DU1171
 DU1171'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1171'LOCATED THE WITNESS POST, BUT IT APPEARS SOME ROCKS AND DIRT FROM THE
 DU1171'WALL HAVE SLID DOWN IN THE AREA COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0219 ***********************************************************************
 GP0219  DESIGNATION -  U 404
 GP0219  PID         -  GP0219
 GP0219  STATE/COUNTY-  AZ/COCONINO
 GP0219  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0219
 GP0219                         *CURRENT SURVEY CONTROL
 GP0219  ___________________________________________________________________
 GP0219* NAD 83(1986)-  36 45 32.     (N)    111 37 44.     (W)     SCALED    
 GP0219* NAVD 88     -      1198.830  (meters)    3933.16   (feet)  POSTED    
 GP0219  ___________________________________________________________________
 GP0219  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 GP0219  DYNAMIC HT  -        1197.440 (meters)    3928.60  (feet)  COMP
 GP0219  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 GP0219
 GP0219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GP0219
 GP0219.The horizontal coordinates were scaled from a topographic map and have
 GP0219.an estimated accuracy of +/- 6 seconds.
 GP0219
 GP0219.The orthometric height was determined by differential leveling
 GP0219.and adjusted by the  in 1992.
 GP0219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GP0219.rate of 0.0 thru 1.0 mm/km.
 GP0219
 GP0219.The geoid height was determined by GEOID03.
 GP0219
 GP0219.The dynamic height is computed by dividing the NAVD 88
 GP0219.geopotential number by the normal gravity value computed on the
 GP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0219.degrees latitude (g = 980.6199 gals.).
 GP0219
 GP0219.The modeled gravity was interpolated from observed gravity values.
 GP0219
 GP0219;                    North         East    Units  Estimated Accuracy
 GP0219;SPC AZ C     -   638,750.      239,050.      MT  (+/- 180 meters Scaled)
 GP0219
 GP0219                          SUPERSEDED SURVEY CONTROL
 GP0219
 GP0219  NGVD 29 (??/??/92) 1197.926  (m)         3930.20   (f) ADJ UNCH    1 2
 GP0219
 GP0219.Superseded values are not recommended for survey control.
 GP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0219.See file dsdata.txt to determine how the superseded data were derived.
 GP0219
 GP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF438683(NAD 83)
 GP0219_MARKER: DB = BENCH MARK DISK
 GP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0219_STAMPING: U 404 1962
 GP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0219+STABILITY: SURFACE MOTION
 GP0219
 GP0219  HISTORY     - Date     Condition        Report By
 GP0219  HISTORY     - 1962     MONUMENTED       CGS
 GP0219
 GP0219                          STATION DESCRIPTION
 GP0219
 GP0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0219'5.5 MI SE FROM MARBLE CANYON.
 GP0219'ABOUT 5.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE
 GP0219'AND SERVICE STATION AT MARBLE CANYON, 198 FEET EAST OF THE CENTERLINE
 GP0219'OF THE HIGHWAY, 185 FEET EAST OF THE EAST CONCRETE HEADWALL OF A METAL
 GP0219'CULVERT, 34 FEET SOUTH OF AN OLD CONCRETE HIGHWAY MARKER, 2.3 FEET
 GP0219'NORTH OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 GP0219'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1203 ***********************************************************************
 DU1203  DESIGNATION -  U 405
 DU1203  PID         -  DU1203
 DU1203  STATE/COUNTY-  AZ/GILA
 DU1203  USGS QUAD   -  CHRYSOTILE (1966)
 DU1203
 DU1203                         *CURRENT SURVEY CONTROL
 DU1203  ___________________________________________________________________
 DU1203* NAD 83(2007)-  33 42 51.98656(N)    110 32 03.79696(W)     ADJUSTED  
 DU1203* NAVD 88     -      1747.546  (meters)    5733.41   (feet)  ADJUSTED  
 DU1203  ___________________________________________________________________
 DU1203  EPOCH DATE  -        2007.00
 DU1203  X           -  -1,863,405.788 (meters)                     COMP
 DU1203  Y           -  -4,974,800.903 (meters)                     COMP
 DU1203  Z           -   3,521,099.173 (meters)                     COMP
 DU1203  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 DU1203  ELLIP HEIGHT-        1721.860 (meters)          (02/10/07) ADJUSTED
 DU1203  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DU1203  DYNAMIC HT  -        1745.012 (meters)    5725.09  (feet)  COMP
 DU1203
 DU1203  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1203  Type    PID    Designation                      North   East  Ellip
 DU1203  -------------------------------------------------------------------
 DU1203  NETWORK DU1203 U 405                             0.53   0.45   1.29
 DU1203  -------------------------------------------------------------------
 DU1203  MODELED GRAV-     979,123.8   (mgal)                       NAVD 88
 DU1203
 DU1203  VERT ORDER  -  FIRST     CLASS II
 DU1203
 DU1203.The horizontal coordinates were established by GPS observations
 DU1203.and adjusted by the National Geodetic Survey in February 2007.
 DU1203
 DU1203.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1203.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1203.The horizontal coordinates are valid at the epoch date displayed above.
 DU1203.The epoch date for horizontal control is a decimal equivalence
 DU1203.of Year/Month/Day.
 DU1203
 DU1203.The orthometric height was determined by differential leveling
 DU1203.and adjusted in June 1991.
 DU1203
 DU1203.Photographs are available for this station.
 DU1203
 DU1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1203
 DU1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1203
 DU1203.The ellipsoidal height was determined by GPS observations
 DU1203.and is referenced to NAD 83.
 DU1203
 DU1203.The geoid height was determined by GEOID03.
 DU1203
 DU1203.The dynamic height is computed by dividing the NAVD 88
 DU1203.geopotential number by the normal gravity value computed on the
 DU1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1203.degrees latitude (g = 980.6199 gals.).
 DU1203
 DU1203.The modeled gravity was interpolated from observed gravity values.
 DU1203
 DU1203;                    North         East     Units Scale Factor Converg.
 DU1203;SPC AZ E     -   301,043.541   179,278.203   MT  0.99991432   -0 12 14.8
 DU1203;SPC AZ E     -   987,675.66    588,183.08   iFT  0.99991432   -0 12 14.8
 DU1203;UTM  12      - 3,730,591.764   543,141.785   MT  0.99962294   +0 15 30.4
 DU1203
 DU1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1203!SPC AZ E     -   0.99972976  x   0.99991432  =   0.99964410
 DU1203!UTM  12      -   0.99972976  x   0.99962294  =   0.99935280
 DU1203
 DU1203                          SUPERSEDED SURVEY CONTROL
 DU1203
 DU1203  NAD 83(1992)-  33 42 51.98640(N)    110 32 03.79671(W) AD(       ) A
 DU1203  ELLIP H (03/01/04) 1721.876  (m)                       GP(       ) 4 1
 DU1203  NAVD 88 (03/01/04) 1747.55   (m)         5733.4    (f) LEVELING    3  
 DU1203
 DU1203.Superseded values are not recommended for survey control.
 DU1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1203.See file dsdata.txt to determine how the superseded data were derived.
 DU1203
 DU1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC4314230592(NAD 83)
 DU1203_MARKER: DD = SURVEY DISK
 DU1203_SETTING: 66 = SET IN ROCK OUTCROP
 DU1203_SP_SET: ROCK OUTCROP
 DU1203_STAMPING: U 405 1979
 DU1203_MARK LOGO: NGS   
 DU1203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1203+STABILITY: POSITION/ELEVATION WELL
 DU1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1203+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU1203
 DU1203  HISTORY     - Date     Condition        Report By
 DU1203  HISTORY     - 1979     MONUMENTED       NGS
 DU1203  HISTORY     - 20030813 GOOD             AZ-007
 DU1203  HISTORY     - 20040401 GOOD             AZ-007
 DU1203
 DU1203                          STATION DESCRIPTION
 DU1203
 DU1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1203'28.5 MI NE FROM GLOBE.
 DU1203'28.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1203'COURTHOUSE IN GLOBE, 286 FEET NORTH-NORTHEAST OF THE CENTER OF A
 DU1203'PAVED ROAD LEADING WEST AND 36.5 FEET EAST OF THE CENTERLINE OF
 DU1203'THE HIGHWAY.
 DU1203'THE MARK IS 1.4 FT  N FROM A WITNESS POST.
 DU1203'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 DU1203
 DU1203                          STATION RECOVERY (2003)
 DU1203
 DU1203'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU1203'NEW STATION DESCRIPTION  (2003)
 DU1203' 
 DU1203'NEW DESCRIPTION BY GILA COUNTY SURVEYORS.
 DU1203' 
 DU1203'BEGINNING IN GLOBE, TRAVEL NORTH ON US-60, 28.5 MILES TOWARDS SHOWLOW
 DU1203'TO MP 283.7.  THIS WILL BE JUST NORTH OF THE TURNOFF TO CHRYSOTILE
 DU1203'CREEK.  MONUMENT IS ABOUT 20 FEET EAST OF PAVEMENT NEXT TO A WITNESS
 DU1203'POST.
 DU1203' 
 DU1203'
 DU1203
 DU1203                          STATION RECOVERY (2004)
 DU1203
 DU1203'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0310 ***********************************************************************
 GP0310  DESIGNATION -  U 405
 GP0310  PID         -  GP0310
 GP0310  STATE/COUNTY-  AZ/COCONINO
 GP0310  USGS QUAD   -  FERRY SWALE (1985)
 GP0310
 GP0310                         *CURRENT SURVEY CONTROL
 GP0310  ___________________________________________________________________
 GP0310* NAD 83(1986)-  36 58 48.     (N)    111 34 07.     (W)     SCALED    
 GP0310* NAVD 88     -      1311.516  (meters)    4302.87   (feet)  ADJUSTED  
 GP0310  ___________________________________________________________________
 GP0310  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 GP0310  DYNAMIC HT  -        1310.035 (meters)    4298.01  (feet)  COMP
 GP0310  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 GP0310
 GP0310  VERT ORDER  -  FIRST     CLASS II
 GP0310
 GP0310.The horizontal coordinates were scaled from a topographic map and have
 GP0310.an estimated accuracy of +/- 6 seconds.
 GP0310
 GP0310.The orthometric height was determined by differential leveling
 GP0310.and adjusted in June 1991.
 GP0310
 GP0310.The geoid height was determined by GEOID03.
 GP0310
 GP0310.The dynamic height is computed by dividing the NAVD 88
 GP0310.geopotential number by the normal gravity value computed on the
 GP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0310.degrees latitude (g = 980.6199 gals.).
 GP0310
 GP0310.The modeled gravity was interpolated from observed gravity values.
 GP0310
 GP0310;                    North         East    Units  Estimated Accuracy
 GP0310;SPC AZ C     -   663,310.      244,350.      MT  (+/- 180 meters Scaled)
 GP0310
 GP0310                          SUPERSEDED SURVEY CONTROL
 GP0310
 GP0310  NGVD 29 (??/??/92) 1310.609  (m)         4299.89   (f) ADJ UNCH    1 2
 GP0310
 GP0310.Superseded values are not recommended for survey control.
 GP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0310.See file dsdata.txt to determine how the superseded data were derived.
 GP0310
 GP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF493928(NAD 83)
 GP0310_MARKER: DB = BENCH MARK DISK
 GP0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0310_STAMPING: U 405 1962
 GP0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0310+STABILITY: SURFACE MOTION
 GP0310
 GP0310  HISTORY     - Date     Condition        Report By
 GP0310  HISTORY     - 1962     MONUMENTED       CGS
 GP0310
 GP0310                          STATION DESCRIPTION
 GP0310
 GP0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0310'7.1 MI NW FROM PAGE.
 GP0310'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0310'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0310'WEST-NORTHWEST ALONG AN ASPHALT ROAD.  THENCE 0.6 MILE SOUTHWEST ALONG
 GP0310'A TRACK ROAD LEADING TO A BUREAU OF RECLAMATION SEISMOLOGY STATION, 19
 GP0310'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD, 17.3 FEET
 GP0310'NORTH-NORTHEAST OF A POWER POLE, 2.0 FEET NORTH OF A METAL WITNESS
 GP0310'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK ROAD, AND SET IN THE
 GP0310'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0449 ***********************************************************************
 DT0449  DESIGNATION -  U 406
 DT0449  PID         -  DT0449
 DT0449  STATE/COUNTY-  AZ/NAVAJO
 DT0449  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0449
 DT0449                         *CURRENT SURVEY CONTROL
 DT0449  ___________________________________________________________________
 DT0449* NAD 83(1986)-  33 55 09.     (N)    109 56 30.     (W)     SCALED    
 DT0449* NAVD 88     -      1738.947  (meters)    5705.20   (feet)  ADJUSTED  
 DT0449  ___________________________________________________________________
 DT0449  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 DT0449  DYNAMIC HT  -        1736.376 (meters)    5696.76  (feet)  COMP
 DT0449  MODELED GRAV-     979,096.6   (mgal)                       NAVD 88
 DT0449
 DT0449  VERT ORDER  -  FIRST     CLASS II
 DT0449
 DT0449.The horizontal coordinates were scaled from a topographic map and have
 DT0449.an estimated accuracy of +/- 6 seconds.
 DT0449
 DT0449.The orthometric height was determined by differential leveling
 DT0449.and adjusted in June 1991.
 DT0449
 DT0449.The geoid height was determined by GEOID03.
 DT0449
 DT0449.The dynamic height is computed by dividing the NAVD 88
 DT0449.geopotential number by the normal gravity value computed on the
 DT0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0449.degrees latitude (g = 980.6199 gals.).
 DT0449
 DT0449.The modeled gravity was interpolated from observed gravity values.
 DT0449
 DT0449;                    North         East    Units  Estimated Accuracy
 DT0449;SPC AZ E     -   323,710.      234,160.      MT  (+/- 180 meters Scaled)
 DT0449
 DT0449                          SUPERSEDED SURVEY CONTROL
 DT0449
 DT0449.No superseded survey control is available for this station.
 DT0449
 DT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC978536(NAD 83)
 DT0449_MARKER: DB = BENCH MARK DISK
 DT0449_SETTING: 66 = SET IN ROCK OUTCROP
 DT0449_SP_SET: ROCK OUTCROP
 DT0449_STAMPING: U 406 1979
 DT0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0449+STABILITY: POSITION/ELEVATION WELL
 DT0449
 DT0449  HISTORY     - Date     Condition        Report By
 DT0449  HISTORY     - 1979     MONUMENTED       NGS
 DT0449
 DT0449                          STATION DESCRIPTION
 DT0449
 DT0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0449'6.1 MI NORTH FROM WHITERIVER.
 DT0449'6.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0449'HEADQUARTERS IN WHITERIVER, 0.1 MILE NORTH OF HIGHWAY MILE MARKER
 DT0449'345, 50.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31.5 FEET
 DT0449'SOUTHWEST OF THE WEST LEG OF A SIGN (NO PASSING ZONE) AND 4.5 FEET
 DT0449'EAST OF A BARBED WIRE FENCE.
 DT0449'THE MARK IS 2.3 FT  S FROM A WITNESS POST.
 DT0449'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1248 ***********************************************************************
 DU1248  DESIGNATION -  U 407
 DU1248  PID         -  DU1248
 DU1248  STATE/COUNTY-  AZ/GILA
 DU1248  USGS QUAD   -  CANYON DAY (1978)
 DU1248
 DU1248                         *CURRENT SURVEY CONTROL
 DU1248  ___________________________________________________________________
 DU1248* NAD 83(1986)-  33 48 06.     (N)    110 06 40.     (W)     SCALED    
 DU1248* NAVD 88     -      1607.545  (meters)    5274.09   (feet)  ADJUSTED  
 DU1248  ___________________________________________________________________
 DU1248  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 DU1248  DYNAMIC HT  -        1605.236 (meters)    5266.51  (feet)  COMP
 DU1248  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 DU1248
 DU1248  VERT ORDER  -  FIRST     CLASS II
 DU1248
 DU1248.The horizontal coordinates were scaled from a topographic map and have
 DU1248.an estimated accuracy of +/- 6 seconds.
 DU1248
 DU1248.The orthometric height was determined by differential leveling
 DU1248.and adjusted in June 1991.
 DU1248
 DU1248.The geoid height was determined by GEOID03.
 DU1248
 DU1248.The dynamic height is computed by dividing the NAVD 88
 DU1248.geopotential number by the normal gravity value computed on the
 DU1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1248.degrees latitude (g = 980.6199 gals.).
 DU1248
 DU1248.The modeled gravity was interpolated from observed gravity values.
 DU1248
 DU1248;                    North         East    Units  Estimated Accuracy
 DU1248;SPC AZ E     -   310,660.      218,500.      MT  (+/- 180 meters Scaled)
 DU1248
 DU1248                          SUPERSEDED SURVEY CONTROL
 DU1248
 DU1248.No superseded survey control is available for this station.
 DU1248
 DU1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC822405(NAD 83)
 DU1248_MARKER: DB = BENCH MARK DISK
 DU1248_SETTING: 66 = SET IN ROCK OUTCROP
 DU1248_SP_SET: ROCK OUTCROP
 DU1248_STAMPING: U 407 1979
 DU1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1248+STABILITY: POSITION/ELEVATION WELL
 DU1248
 DU1248  HISTORY     - Date     Condition        Report By
 DU1248  HISTORY     - 1979     MONUMENTED       NGS
 DU1248
 DU1248                          STATION DESCRIPTION
 DU1248
 DU1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1248'10.2 MI NW FROM WHITERIVER.
 DU1248'10.2 MILES NORTHWESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1248'HEADQUARTERS IN WHITERIVER, 36.2 FEET NORTH OF THE CENTERLINE OF THE
 DU1248'HIGHWAY.
 DU1248'THE MARK IS 3.3 FT  E FROM A WITNESS POST.
 DU1248'THE MARK IS 9 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0387 ***********************************************************************
 ER0387  DESIGNATION -  U 408
 ER0387  PID         -  ER0387
 ER0387  STATE/COUNTY-  AZ/APACHE
 ER0387  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0387
 ER0387                         *CURRENT SURVEY CONTROL
 ER0387  ___________________________________________________________________
 ER0387* NAD 83(1986)-  34 02 38.     (N)    109 11 12.     (W)     SCALED    
 ER0387* NAVD 88     -      2260.724  (meters)    7417.06   (feet)  ADJUSTED  
 ER0387  ___________________________________________________________________
 ER0387  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 ER0387  DYNAMIC HT  -        2257.142 (meters)    7405.31  (feet)  COMP
 ER0387  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 ER0387
 ER0387  VERT ORDER  -  FIRST     CLASS II
 ER0387
 ER0387.The horizontal coordinates were scaled from a topographic map and have
 ER0387.an estimated accuracy of +/- 6 seconds.
 ER0387
 ER0387.The orthometric height was determined by differential leveling
 ER0387.and adjusted in June 1991.
 ER0387
 ER0387.The geoid height was determined by GEOID03.
 ER0387
 ER0387.The dynamic height is computed by dividing the NAVD 88
 ER0387.geopotential number by the normal gravity value computed on the
 ER0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0387.degrees latitude (g = 980.6199 gals.).
 ER0387
 ER0387.The modeled gravity was interpolated from observed gravity values.
 ER0387
 ER0387;                    North         East    Units  Estimated Accuracy
 ER0387;SPC AZ E     -   337,960.      303,840.      MT  (+/- 180 meters Scaled)
 ER0387
 ER0387                          SUPERSEDED SURVEY CONTROL
 ER0387
 ER0387.No superseded survey control is available for this station.
 ER0387
 ER0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC673685(NAD 83)
 ER0387_MARKER: I = METAL ROD
 ER0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0387_SP_SET: STAINLESS STEEL ROD
 ER0387_STAMPING: U 408 1980
 ER0387_PROJECTION: FLUSH
 ER0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0387_ROD/PIPE-DEPTH: 7.6  meters
 ER0387
 ER0387  HISTORY     - Date     Condition        Report By
 ER0387  HISTORY     - 1980     MONUMENTED       NGS
 ER0387
 ER0387                          STATION DESCRIPTION
 ER0387
 ER0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0387'11.4 KM NW FROM NUTRIOSO.
 ER0387'11.4 KM (7.05 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 ER0387'POST OFFICE IN NUTRIOSO, 0.6 KM (0.35 MI) SOUTH OF MILE
 ER0387'POST 410, 23.1 METERS (75.8 FT) WEST OF THE CENTERLINE OF THE
 ER0387'HIGHWAY, 10.4 METERS (34.1 FT) WEST OF THE WEST END OF A 4 FT
 ER0387'GALVANIZED DRAINAGE PIPE, 4.3 METERS (14.1 FT) WEST OF THE CENTER OF
 ER0387'A DIRT ROAD LEADING SOUTH, 1.0 METERS (3.4 FT) SOUTH OF A FENCE
 ER0387'CORNER AND 0.4 METERS (1.3 FT) EAST OF A FENCE.  ACCESS TO THE
 ER0387'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0387'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 ER0387'THE MARK IS 4.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0373 ***********************************************************************
 ER0373  DESIGNATION -  U 409
 ER0373  PID         -  ER0373
 ER0373  STATE/COUNTY-  AZ/APACHE
 ER0373  USGS QUAD   -  EAGAR (1984)
 ER0373
 ER0373                         *CURRENT SURVEY CONTROL
 ER0373  ___________________________________________________________________
 ER0373* NAD 83(1986)-  34 06 36.     (N)    109 18 15.     (W)     SCALED    
 ER0373* NAVD 88     -      2155.184  (meters)    7070.80   (feet)  ADJUSTED  
 ER0373  ___________________________________________________________________
 ER0373  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0373  DYNAMIC HT  -        2151.810 (meters)    7059.73  (feet)  COMP
 ER0373  MODELED GRAV-     978,993.4   (mgal)                       NAVD 88
 ER0373
 ER0373  VERT ORDER  -  FIRST     CLASS II
 ER0373
 ER0373.The horizontal coordinates were scaled from a topographic map and have
 ER0373.an estimated accuracy of +/- 6 seconds.
 ER0373
 ER0373.The orthometric height was determined by differential leveling
 ER0373.and adjusted in June 1991.
 ER0373
 ER0373.The geoid height was determined by GEOID03.
 ER0373
 ER0373.The dynamic height is computed by dividing the NAVD 88
 ER0373.geopotential number by the normal gravity value computed on the
 ER0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0373.degrees latitude (g = 980.6199 gals.).
 ER0373
 ER0373.The modeled gravity was interpolated from observed gravity values.
 ER0373
 ER0373;                    North         East    Units  Estimated Accuracy
 ER0373;SPC AZ E     -   345,190.      292,930.      MT  (+/- 180 meters Scaled)
 ER0373
 ER0373                          SUPERSEDED SURVEY CONTROL
 ER0373
 ER0373.No superseded survey control is available for this station.
 ER0373
 ER0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC564756(NAD 83)
 ER0373_MARKER: I = METAL ROD
 ER0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0373_SP_SET: STAINLESS STEEL ROD
 ER0373_STAMPING: U 409 1980
 ER0373_PROJECTION: FLUSH
 ER0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0373+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 ER0373_ROD/PIPE-DEPTH: 7.6  meters
 ER0373
 ER0373  HISTORY     - Date     Condition        Report By
 ER0373  HISTORY     - 1980     MONUMENTED       NGS
 ER0373  HISTORY     - 20050728 GOOD             USPSQD
 ER0373
 ER0373                          STATION DESCRIPTION
 ER0373
 ER0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0373'1.5 KM WEST FROM EAGAR.
 ER0373'0.2 KILOMETES (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0373'OFFICE IN EAGAR, THENCE 1.3 KM (0.8 MI) WEST ALONG STATE
 ER0373'HIGHWAY 260, 0.6 KM (0.4 MI) EAST OF MILE POST 395, 14.8
 ER0373'METERS (48.6 FT)SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS
 ER0373'(37.1 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 1.2
 ER0373'METERS (3.9 FT) SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 0.9
 ER0373'METERS (3.1 FT) WEST OF A FENCE CORNER AND 0.4 METERS (1.4 FT) NORTH
 ER0373'OF A FENCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 ER0373'CAP.
 ER0373'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ER0373'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 ER0373
 ER0373                          STATION RECOVERY (2005)
 ER0373
 ER0373'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0373'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0198 ***********************************************************************
 ER0198  DESIGNATION -  U 41
 ER0198  PID         -  ER0198
 ER0198  STATE/COUNTY-  AZ/APACHE
 ER0198  USGS QUAD   -  EAGAR (1984)
 ER0198
 ER0198                         *CURRENT SURVEY CONTROL
 ER0198  ___________________________________________________________________
 ER0198* NAD 83(1986)-  34 06 13.     (N)    109 18 50.     (W)     SCALED    
 ER0198* NAVD 88     -      2159.228  (meters)    7084.07   (feet)  ADJUSTED  
 ER0198  ___________________________________________________________________
 ER0198  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ER0198  DYNAMIC HT  -        2155.835 (meters)    7072.94  (feet)  COMP
 ER0198  MODELED GRAV-     978,987.4   (mgal)                       NAVD 88
 ER0198
 ER0198  VERT ORDER  -  FIRST     CLASS II
 ER0198
 ER0198.The horizontal coordinates were scaled from a topographic map and have
 ER0198.an estimated accuracy of +/- 6 seconds.
 ER0198
 ER0198.The orthometric height was determined by differential leveling
 ER0198.and adjusted in June 1991.
 ER0198
 ER0198.The geoid height was determined by GEOID03.
 ER0198
 ER0198.The dynamic height is computed by dividing the NAVD 88
 ER0198.geopotential number by the normal gravity value computed on the
 ER0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0198.degrees latitude (g = 980.6199 gals.).
 ER0198
 ER0198.The modeled gravity was interpolated from observed gravity values.
 ER0198
 ER0198;                    North         East    Units  Estimated Accuracy
 ER0198;SPC AZ E     -   344,470.      292,040.      MT  (+/- 180 meters Scaled)
 ER0198
 ER0198                          SUPERSEDED SURVEY CONTROL
 ER0198
 ER0198  NGVD 29 (??/??/92) 2158.229  (m)         7080.79   (f) ADJ UNCH    1 2
 ER0198
 ER0198.Superseded values are not recommended for survey control.
 ER0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0198.See file dsdata.txt to determine how the superseded data were derived.
 ER0198
 ER0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC555749(NAD 83)
 ER0198_MARKER: DB = BENCH MARK DISK
 ER0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0198_STAMPING: U 41 1934
 ER0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0198+STABILITY: SURFACE MOTION
 ER0198
 ER0198  HISTORY     - Date     Condition        Report By
 ER0198  HISTORY     - 1934     MONUMENTED       CGS
 ER0198  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0198
 ER0198                          STATION DESCRIPTION
 ER0198
 ER0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0198'1.5 MI W FROM EAGAR.
 ER0198'1.5 MILES WEST ALONG STATE HIGHWAY 73 FROM THE SCHOOL AT EAGAR, APACHE
 ER0198'COUNTY, 200 FEET EAST OF A GALVANIZED-IRON CULVERT, 35 FEET NORTH OF
 ER0198'THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF A FENCE LINE.  A
 ER0198'STANDARD DISK, STAMPED U 41 1934 AND SET IN THE TOP OF A CONCRETE POST
 ER0198'PROJECTING 6 INCHES ABOVE GROUND.
 ER0198
 ER0198                          STATION RECOVERY (1969)
 ER0198
 ER0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1031 ***********************************************************************
 DV1031  DESIGNATION -  U 413 46
 DV1031  PID         -  DV1031
 DV1031  STATE/COUNTY-  AZ/MARICOPA
 DV1031  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1031
 DV1031                         *CURRENT SURVEY CONTROL
 DV1031  ___________________________________________________________________
 DV1031* NAD 83(1986)-  33 33 03.     (N)    113 13 42.     (W)     SCALED    
 DV1031* NAVD 88     -       392.83   (+/-2cm)    1288.8    (feet)  VERTCON   
 DV1031  ___________________________________________________________________
 DV1031  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DV1031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1031
 DV1031.The horizontal coordinates were scaled from a topographic map and have
 DV1031.an estimated accuracy of +/- 6 seconds.
 DV1031
 DV1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1031.The vertical order pertains to the NGVD 29 superseded value.
 DV1031
 DV1031.The geoid height was determined by GEOID03.
 DV1031
 DV1031;                    North         East    Units  Estimated Accuracy
 DV1031;SPC AZ C     -   283,610.       91,560.      MT  (+/- 180 meters Scaled)
 DV1031
 DV1031                          SUPERSEDED SURVEY CONTROL
 DV1031
 DV1031  NGVD 29 (??/??/92)  392.269  (m)         1286.97   (f) ADJ UNCH    2 0
 DV1031
 DV1031.Superseded values are not recommended for survey control.
 DV1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1031.See file dsdata.txt to determine how the superseded data were derived.
 DV1031
 DV1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC931145(NAD 83)
 DV1031_MARKER: DB = BENCH MARK DISK
 DV1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1031_STAMPING: U 413 46 1962
 DV1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1031+STABILITY: SURFACE MOTION
 DV1031
 DV1031  HISTORY     - Date     Condition        Report By
 DV1031  HISTORY     - 1962     MONUMENTED       CGS
 DV1031
 DV1031                          STATION DESCRIPTION
 DV1031
 DV1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1031'29.8 MI SE FROM SALOME.
 DV1031'22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1031'AT SALOME TO THE JUNCTION OF A ROAD NORTH TO AGUILA, AND A NARROW
 DV1031'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1031'BLADED ROAD, THENCE 4.0 MILES EAST-SOUTHEAST ALONG A BLADED TRACK
 DV1031'WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV1031'10, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1031'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE MARK MAY ALSO BE
 DV1031'REACHED FROM THE POST OFFICE AT SALOME BY GOING 31.0 MILES SOUTHEAST
 DV1031'ALONG AN ASPHALT PAVED ROAD, THENCE 3.5 MILES WEST-NORTHWEST ALONG A
 DV1031'BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DV1031'INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1029 ***********************************************************************
 DU1029  DESIGNATION -  U 414
 DU1029  PID         -  DU1029
 DU1029  STATE/COUNTY-  AZ/PINAL
 DU1029  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1029
 DU1029                         *CURRENT SURVEY CONTROL
 DU1029  ___________________________________________________________________
 DU1029* NAD 83(1986)-  33 05 03.     (N)    111 48 56.     (W)     SCALED    
 DU1029* NAVD 88     -       395.49   (+/-2cm)    1297.5    (feet)  VERTCON   
 DU1029  ___________________________________________________________________
 DU1029  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DU1029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1029
 DU1029.The horizontal coordinates were scaled from a topographic map and have
 DU1029.an estimated accuracy of +/- 6 seconds.
 DU1029
 DU1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1029.The vertical order pertains to the NGVD 29 superseded value.
 DU1029
 DU1029.The geoid height was determined by GEOID03.
 DU1029
 DU1029;                    North         East    Units  Estimated Accuracy
 DU1029;SPC AZ C     -   231,090.      222,800.      MT  (+/- 180 meters Scaled)
 DU1029
 DU1029                          SUPERSEDED SURVEY CONTROL
 DU1029
 DU1029  NGVD 29 (??/??/92)  395.013  (m)         1295.97   (f) ADJ UNCH    2 0
 DU1029
 DU1029.Superseded values are not recommended for survey control.
 DU1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1029.See file dsdata.txt to determine how the superseded data were derived.
 DU1029
 DU1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB238609(NAD 83)
 DU1029_MARKER: DB = BENCH MARK DISK
 DU1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1029_STAMPING: U 414 1962
 DU1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1029+STABILITY: SURFACE MOTION
 DU1029
 DU1029  HISTORY     - Date     Condition        Report By
 DU1029  HISTORY     - 1962     MONUMENTED       CGS
 DU1029
 DU1029                          STATION DESCRIPTION
 DU1029
 DU1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1029'8.45 MI SE FROM CASA BLANCA.
 DU1029'2.6 MILES EAST ALONG THE ROAD TO SACATON FROM THE CASA BLANCA DAY
 DU1029'SCHOOL, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 93, THENCE 2.0
 DU1029'MILES EAST ALONG A DIRT ROAD, THENCE 0.85 MILE NORTHWEST ALONG A
 DU1029'STAKED LINE THAT IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED
 DU1029'INTERSTATE HIGHWAY 10, 21 FEET EAST OF THE CENTER OF A DIRT ROAD, 5.4
 DU1029'FEET WEST OF A FENCE, 3.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DU1029'LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 6
 DU1029'INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE AMERICAN LEGION
 DU1029'MONUMENT AT SACATON BY GOING 5.75 MILES NORTHWEST ALONG AN ASPHALT
 DU1029'PAVED ROAD, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 93, THENCE 2.0
 DU1029'MILES EAST ALONG A DIRT ROAD, THENCE 0.85 MILE NORTHWEST ALONG A
 DU1029'STAKED LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0861 ***********************************************************************
 DV0861  DESIGNATION -  U 415 69
 DV0861  PID         -  DV0861
 DV0861  STATE/COUNTY-  AZ/MARICOPA
 DV0861  USGS QUAD   -  WINTERSBURG (1984)
 DV0861
 DV0861                         *CURRENT SURVEY CONTROL
 DV0861  ___________________________________________________________________
 DV0861* NAD 83(1986)-  33 28 24.     (N)    112 49 56.     (W)     SCALED    
 DV0861* NAVD 88     -       334.79   (+/-2cm)    1098.4    (feet)  VERTCON   
 DV0861  ___________________________________________________________________
 DV0861  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DV0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0861
 DV0861.The horizontal coordinates were scaled from a topographic map and have
 DV0861.an estimated accuracy of +/- 6 seconds.
 DV0861
 DV0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0861.The vertical order pertains to the NGVD 29 superseded value.
 DV0861
 DV0861.The geoid height was determined by GEOID03.
 DV0861
 DV0861;                    North         East    Units  Estimated Accuracy
 DV0861;SPC AZ C     -   274,620.      128,270.      MT  (+/- 180 meters Scaled)
 DV0861
 DV0861                          SUPERSEDED SURVEY CONTROL
 DV0861
 DV0861  NGVD 29 (??/??/92)  334.170  (m)         1096.36   (f) ADJ UNCH    2 0
 DV0861
 DV0861.Superseded values are not recommended for survey control.
 DV0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0861.See file dsdata.txt to determine how the superseded data were derived.
 DV0861
 DV0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC297052(NAD 83)
 DV0861_MARKER: DB = BENCH MARK DISK
 DV0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0861_STAMPING: U 415 69 1962
 DV0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0861+STABILITY: SURFACE MOTION
 DV0861
 DV0861  HISTORY     - Date     Condition        Report By
 DV0861  HISTORY     - 1962     MONUMENTED       CGS
 DV0861
 DV0861                          STATION DESCRIPTION
 DV0861
 DV0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0861'7.55 MI SE FROM TONOPAH.
 DV0861'6.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0861'THENCE 1.4 MILES SOUTH ALONG A TRACK ROAD AND A LINE OF TELEPHONE
 DV0861'POLES, 18 FEET EAST OF THE CENTER OF THE TRACK ROAD, 1.6 FEET
 DV0861'NORTHWEST OF A METAL WITNESS POST, IN LINE WITH THE LINE OF TELEPHONE
 DV0861'POLES, IN THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE
 DV0861'HIGHWAY 10, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1489 ***********************************************************************
 CZ1489  DESIGNATION -  U 418
 CZ1489  PID         -  CZ1489
 CZ1489  STATE/COUNTY-  AZ/COCHISE
 CZ1489  USGS QUAD   -  DRAGOON (1995)
 CZ1489
 CZ1489                         *CURRENT SURVEY CONTROL
 CZ1489  ___________________________________________________________________
 CZ1489* NAD 83(1986)-  32 06 51.     (N)    110 01 12.     (W)     SCALED    
 CZ1489* NAVD 88     -      1423.077  (meters)    4668.88   (feet)  ADJUSTED  
 CZ1489  ___________________________________________________________________
 CZ1489  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CZ1489  DYNAMIC HT  -        1420.912 (meters)    4661.78  (feet)  COMP
 CZ1489  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 CZ1489
 CZ1489  VERT ORDER  -  FIRST     CLASS II
 CZ1489
 CZ1489.The horizontal coordinates were scaled from a topographic map and have
 CZ1489.an estimated accuracy of +/- 6 seconds.
 CZ1489
 CZ1489.The orthometric height was determined by differential leveling
 CZ1489.and adjusted in June 1991.
 CZ1489
 CZ1489.The geoid height was determined by GEOID03.
 CZ1489
 CZ1489.The dynamic height is computed by dividing the NAVD 88
 CZ1489.geopotential number by the normal gravity value computed on the
 CZ1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1489.degrees latitude (g = 980.6199 gals.).
 CZ1489
 CZ1489.The modeled gravity was interpolated from observed gravity values.
 CZ1489
 CZ1489;                    North         East    Units  Estimated Accuracy
 CZ1489;SPC AZ E     -   123,540.      227,200.      MT  (+/- 180 meters Scaled)
 CZ1489
 CZ1489                          SUPERSEDED SURVEY CONTROL
 CZ1489
 CZ1489.No superseded survey control is available for this station.
 CZ1489
 CZ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA924535(NAD 83)
 CZ1489_MARKER: DB = BENCH MARK DISK
 CZ1489_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1489_SP_SET: ROCK OUTCROP
 CZ1489_STAMPING: U 418 1979
 CZ1489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1489+STABILITY: POSITION/ELEVATION WELL
 CZ1489
 CZ1489  HISTORY     - Date     Condition        Report By
 CZ1489  HISTORY     - 1979     MONUMENTED       NGS
 CZ1489
 CZ1489                          STATION DESCRIPTION
 CZ1489
 CZ1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CZ1489'34.1 KM NE FROM BENSON.
 CZ1489'34.1 KILOMETERS (21.2 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ1489'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, IN TOP OF A LARGE FLAT
 CZ1489'OUTCROP FLUSH WITH THE GROUND, 27.0 METERS (88.6 FEET) SOUTHEAST OF
 CZ1489'THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES AND 16.5 METERS (54.2
 CZ1489'FEET) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CZ1489'THE MARK IS 1 METERS  NE FROM A WITNESS POST.
 CZ1489'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0864 ***********************************************************************
 CG0864  DESIGNATION -  U 419
 CG0864  PID         -  CG0864
 CG0864  STATE/COUNTY-  AZ/PIMA
 CG0864  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0864
 CG0864                         *CURRENT SURVEY CONTROL
 CG0864  ___________________________________________________________________
 CG0864* NAD 83(1986)-  31 46 38.     (N)    111 01 48.     (W)     SCALED    
 CG0864* NAVD 88     -       913.138  (meters)    2995.85   (feet)  ADJUSTED  
 CG0864  ___________________________________________________________________
 CG0864  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0864  DYNAMIC HT  -         911.793 (meters)    2991.44  (feet)  COMP
 CG0864  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 CG0864
 CG0864  VERT ORDER  -  FIRST     CLASS II
 CG0864
 CG0864.The horizontal coordinates were scaled from a topographic map and have
 CG0864.an estimated accuracy of +/- 6 seconds.
 CG0864
 CG0864.The orthometric height was determined by differential leveling
 CG0864.and adjusted in June 1991.
 CG0864
 CG0864.The geoid height was determined by GEOID03.
 CG0864
 CG0864.The dynamic height is computed by dividing the NAVD 88
 CG0864.geopotential number by the normal gravity value computed on the
 CG0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0864.degrees latitude (g = 980.6199 gals.).
 CG0864
 CG0864.The modeled gravity was interpolated from observed gravity values.
 CG0864
 CG0864;                    North         East    Units  Estimated Accuracy
 CG0864;SPC AZ C     -    86,510.      297,340.      MT  (+/- 180 meters Scaled)
 CG0864
 CG0864                          SUPERSEDED SURVEY CONTROL
 CG0864
 CG0864.No superseded survey control is available for this station.
 CG0864
 CG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA971157(NAD 83)
 CG0864_MARKER: DB = BENCH MARK DISK
 CG0864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CG0864_SP_SET: CATCH BASIN
 CG0864_STAMPING: U 419 1980
 CG0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0864+STABILITY: SURFACE MOTION
 CG0864
 CG0864  HISTORY     - Date     Condition        Report By
 CG0864  HISTORY     - 1980     MONUMENTED       NGS
 CG0864  HISTORY     - 19950302 GOOD             USPSQD
 CG0864  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 CG0864
 CG0864                          STATION DESCRIPTION
 CG0864
 CG0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0864'9.0 KM SOUTH FROM CONTINENTAL.
 CG0864'9.0 KILOMETERS (5.6 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0864'FROM THE CONTINENTAL ROAD UNDERPASS AT CONTINENTAL, 0.2 KILOMETER
 CG0864'(0.15 MILE) SOUTH OF KILOMETER POST 55, 0.4 KILOMETER (0.25 MILE)
 CG0864'NORTH OF EXIT TO A REST AREA, SET IN THE TOP OF THE EAST CORNER
 CG0864'OF A 2.3 BY 3.4 METER (7.6X11.2 FOOT) CATCH BASIN, 14.6 METERS
 CG0864'(47.9 FEET) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 CG0864'TRAFFIC LANE, 3.2 METERS (10.4 FEET) SOUTHEAST OF A FENCE.
 CG0864'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CG0864
 CG0864                          STATION RECOVERY (1995)
 CG0864
 CG0864'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0864'RECOVERED IN GOOD CONDITION.
 CG0864
 CG0864                          STATION RECOVERY (2002)
 CG0864
 CG0864'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0215 ***********************************************************************
 CF0215  DESIGNATION -  U 420
 CF0215  PID         -  CF0215
 CF0215  STATE/COUNTY-  AZ/COCHISE
 CF0215  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0215
 CF0215                         *CURRENT SURVEY CONTROL
 CF0215  ___________________________________________________________________
 CF0215* NAD 83(1986)-  31 49 22.     (N)    109 41 44.     (W)     SCALED    
 CF0215* NAVD 88     -      1299.535  (meters)    4263.56   (feet)  ADJUSTED  
 CF0215  ___________________________________________________________________
 CF0215  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CF0215  DYNAMIC HT  -        1297.520 (meters)    4256.95  (feet)  COMP
 CF0215  MODELED GRAV-     979,044.2   (mgal)                       NAVD 88
 CF0215
 CF0215  VERT ORDER  -  FIRST     CLASS II
 CF0215
 CF0215.The horizontal coordinates were scaled from a topographic map and have
 CF0215.an estimated accuracy of +/- 6 seconds.
 CF0215
 CF0215.The orthometric height was determined by differential leveling
 CF0215.and adjusted in June 1991.
 CF0215
 CF0215.The geoid height was determined by GEOID03.
 CF0215
 CF0215.The dynamic height is computed by dividing the NAVD 88
 CF0215.geopotential number by the normal gravity value computed on the
 CF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0215.degrees latitude (g = 980.6199 gals.).
 CF0215
 CF0215.The modeled gravity was interpolated from observed gravity values.
 CF0215
 CF0215;                    North         East    Units  Estimated Accuracy
 CF0215;SPC AZ E     -    91,310.      257,960.      MT  (+/- 180 meters Scaled)
 CF0215
 CF0215                          SUPERSEDED SURVEY CONTROL
 CF0215
 CF0215.No superseded survey control is available for this station.
 CF0215
 CF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA234215(NAD 83)
 CF0215_MARKER: DB = BENCH MARK DISK
 CF0215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0215_SP_SET: STAINLESS STEEL ROD
 CF0215_STAMPING: U 420 1980
 CF0215_PROJECTION: FLUSH
 CF0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0215_ROD/PIPE-DEPTH: 6.1  meters
 CF0215
 CF0215  HISTORY     - Date     Condition        Report By
 CF0215  HISTORY     - 1980     MONUMENTED       NGS
 CF0215
 CF0215                          STATION DESCRIPTION
 CF0215
 CF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0215'22.5 KM SE FROM PEARCE.
 CF0215'22.5 KILOMETERS (14.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0215'FROM THE POST OFFICE IN PEARCE, 15.2 METERS (49.8 FEET) WEST
 CF0215'OF THE CENTERLINE OF THE HIGHWAY, 25.3 METERS (83 FEET)
 CF0215'SOUTHWEST OF MILEPOST 34, 1.1 METERS (3.5 FEET) EAST OF POWERLINE
 CF0215'POLE NUMBER 265, 0.3 METER (1 FOOT) EAST OF THE RIGHT-OF-WAY
 CF0215'FENCE.
 CF0215'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0243 ***********************************************************************
 CF0243  DESIGNATION -  U 421
 CF0243  PID         -  CF0243
 CF0243  STATE/COUNTY-  AZ/COCHISE
 CF0243  USGS QUAD   -  DOUGLAS NE (1978)
 CF0243
 CF0243                         *CURRENT SURVEY CONTROL
 CF0243  ___________________________________________________________________
 CF0243* NAD 83(1986)-  31 25 21.     (N)    109 34 51.     (W)     SCALED    
 CF0243* NAVD 88     -      1237.654  (meters)    4060.54   (feet)  ADJUSTED  
 CF0243  ___________________________________________________________________
 CF0243  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CF0243  DYNAMIC HT  -        1235.729 (meters)    4054.22  (feet)  COMP
 CF0243  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 CF0243
 CF0243  VERT ORDER  -  FIRST     CLASS II
 CF0243
 CF0243.The horizontal coordinates were scaled from a topographic map and have
 CF0243.an estimated accuracy of +/- 6 seconds.
 CF0243
 CF0243.The orthometric height was determined by differential leveling
 CF0243.and adjusted in June 1991.
 CF0243
 CF0243.The geoid height was determined by GEOID03.
 CF0243
 CF0243.The dynamic height is computed by dividing the NAVD 88
 CF0243.geopotential number by the normal gravity value computed on the
 CF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0243.degrees latitude (g = 980.6199 gals.).
 CF0243
 CF0243.The modeled gravity was interpolated from observed gravity values.
 CF0243
 CF0243;                    North         East    Units  Estimated Accuracy
 CF0243;SPC AZ E     -    46,990.      269,060.      MT  (+/- 180 meters Scaled)
 CF0243
 CF0243                          SUPERSEDED SURVEY CONTROL
 CF0243
 CF0243.No superseded survey control is available for this station.
 CF0243
 CF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV348772(NAD 83)
 CF0243_MARKER: DB = BENCH MARK DISK
 CF0243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0243_SP_SET: STAINLESS STEEL ROD
 CF0243_STAMPING: U 421 1980
 CF0243_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0243_ROD/PIPE-DEPTH: 3.0  meters
 CF0243
 CF0243  HISTORY     - Date     Condition        Report By
 CF0243  HISTORY     - 1980     MONUMENTED       NGS
 CF0243  HISTORY     - 19981001 GOOD             USPSQD
 CF0243
 CF0243                          STATION DESCRIPTION
 CF0243
 CF0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0243'10.0 KM NW FROM DOUGLAS.
 CF0243'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0243'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, THENCE 7.8
 CF0243'KILOMETERS (4.85 MILES) NORTH ALONG U.S. HIGHWAY 666, 0.2
 CF0243'KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY MILEPOST 5, 0.1
 CF0243'KILOMETER (0.05 MILE) NORTHWEST OF A DIRT ROAD LEADING EAST,
 CF0243'SET AT AN IRON RIGHT-OF-WAY MARKER AND POWERLINE CROSSING, 14.6
 CF0243'METERS (48 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CF0243'HIGHWAY, 1.5 METERS (4.9 FEET) NORTHEAST OF POWER POLE NUMBER
 CF0243'PS22431 WITH TWO GUY WIRES, 0.4 METER (1.5 FEET) NORTHEAST OF THE
 CF0243'RIGHT-OF-WAY FENCE AND MARKER.
 CF0243'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CF0243'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 CF0243
 CF0243                          STATION RECOVERY (1998)
 CF0243
 CF0243'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1420 ***********************************************************************
 CZ1420  DESIGNATION -  U 423
 CZ1420  PID         -  CZ1420
 CZ1420  STATE/COUNTY-  AZ/PIMA
 CZ1420  USGS QUAD   -  JAYNES (1992)
 CZ1420
 CZ1420                         *CURRENT SURVEY CONTROL
 CZ1420  ___________________________________________________________________
 CZ1420* NAD 83(1986)-  32 19 22.     (N)    111 02 53.     (W)     SCALED    
 CZ1420* NAVD 88     -       675.221  (meters)    2215.29   (feet)  ADJUSTED  
 CZ1420  ___________________________________________________________________
 CZ1420  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ1420  DYNAMIC HT  -         674.305 (meters)    2212.28  (feet)  COMP
 CZ1420  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 CZ1420
 CZ1420  VERT ORDER  -  FIRST     CLASS II
 CZ1420
 CZ1420.The horizontal coordinates were scaled from a topographic map and have
 CZ1420.an estimated accuracy of +/- 6 seconds.
 CZ1420
 CZ1420.The orthometric height was determined by differential leveling
 CZ1420.and adjusted in June 1991.
 CZ1420
 CZ1420.The geoid height was determined by GEOID03.
 CZ1420
 CZ1420.The dynamic height is computed by dividing the NAVD 88
 CZ1420.geopotential number by the normal gravity value computed on the
 CZ1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1420.degrees latitude (g = 980.6199 gals.).
 CZ1420
 CZ1420.The modeled gravity was interpolated from observed gravity values.
 CZ1420
 CZ1420;                    North         East    Units  Estimated Accuracy
 CZ1420;SPC AZ C     -   146,990.      295,140.      MT  (+/- 180 meters Scaled)
 CZ1420
 CZ1420                          SUPERSEDED SURVEY CONTROL
 CZ1420
 CZ1420.No superseded survey control is available for this station.
 CZ1420
 CZ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA954762(NAD 83)
 CZ1420_MARKER: DB = BENCH MARK DISK
 CZ1420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1420_SP_SET: PIER
 CZ1420_STAMPING: U 423 1980
 CZ1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1420+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1420
 CZ1420  HISTORY     - Date     Condition        Report By
 CZ1420  HISTORY     - 1980     MONUMENTED       NGS
 CZ1420  HISTORY     - 19960522 GOOD             USPSQD
 CZ1420  HISTORY     - 19970309 GOOD             USPSQD
 CZ1420  HISTORY     - 20060316 GOOD             USPSQD
 CZ1420
 CZ1420                          STATION DESCRIPTION
 CZ1420
 CZ1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1420'13.8 KM NW FROM TUCSON.
 CZ1420'13.8 KILOMETERS (8.6 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1420'RAILROAD FROM THE STATION AT TUCSON, AT THE INTERSTATE HIGHWAY 10
 CZ1420'BRIDGE OVER ORANGE GROVE ROAD, SET VERTICALLY IN THE EAST FACE OF
 CZ1420'THE EASTERNMOST PIER OF 5 PIERS IN THE SOUTH ROW OF PIERS FOR THE
 CZ1420'WESTBOUND LANES, 9.2 METERS (30 FEET) SOUTH OF THE CENTERLINE OF
 CZ1420'ORANGE GROVE ROAD.
 CZ1420'THE MARK IS 1.5 M ABOVE THE GROUND.
 CZ1420
 CZ1420                          STATION RECOVERY (1996)
 CZ1420
 CZ1420'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1420'RECOVERED IN GOOD CONDITION.
 CZ1420
 CZ1420                          STATION RECOVERY (1997)
 CZ1420
 CZ1420'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1420'RECOVERED IN GOOD CONDITION.
 CZ1420
 CZ1420                          STATION RECOVERY (2006)
 CZ1420
 CZ1420'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1420'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1504 ***********************************************************************
 CZ1504  DESIGNATION -  U 424
 CZ1504  PID         -  CZ1504
 CZ1504  STATE/COUNTY-  AZ/PINAL
 CZ1504  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1504
 CZ1504                         *CURRENT SURVEY CONTROL
 CZ1504  ___________________________________________________________________
 CZ1504* NAD 83(1986)-  32 43 38.     (N)    111 30 55.     (W)     SCALED    
 CZ1504* NAVD 88     -       484.887  (meters)    1590.83   (feet)  ADJUSTED  
 CZ1504  ___________________________________________________________________
 CZ1504  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1504  DYNAMIC HT  -         484.270 (meters)    1588.81  (feet)  COMP
 CZ1504  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 CZ1504
 CZ1504  VERT ORDER  -  FIRST     CLASS II
 CZ1504
 CZ1504.The horizontal coordinates were scaled from a topographic map and have
 CZ1504.an estimated accuracy of +/- 6 seconds.
 CZ1504
 CZ1504.The orthometric height was determined by differential leveling
 CZ1504.and adjusted in November 1993.
 CZ1504
 CZ1504.The geoid height was determined by GEOID03.
 CZ1504
 CZ1504.The dynamic height is computed by dividing the NAVD 88
 CZ1504.geopotential number by the normal gravity value computed on the
 CZ1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1504.degrees latitude (g = 980.6199 gals.).
 CZ1504
 CZ1504.The modeled gravity was interpolated from observed gravity values.
 CZ1504
 CZ1504;                    North         East    Units  Estimated Accuracy
 CZ1504;SPC AZ C     -   191,570.      250,980.      MT  (+/- 180 meters Scaled)
 CZ1504
 CZ1504                          SUPERSEDED SURVEY CONTROL
 CZ1504
 CZ1504  NAVD 88 (06/15/91)  485.181  (m)         1591.80   (f) UNKNOWN     1 2
 CZ1504
 CZ1504.Superseded values are not recommended for survey control.
 CZ1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1504.See file dsdata.txt to determine how the superseded data were derived.
 CZ1504
 CZ1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB517211(NAD 83)
 CZ1504_MARKER: I = METAL ROD
 CZ1504_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1504_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1504_STAMPING: U 424 1980
 CZ1504_MARK LOGO: NGS   
 CZ1504_PROJECTION: FLUSH
 CZ1504_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1504+STABILITY: POSITION/ELEVATION WELL
 CZ1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1504+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1504_ROD/PIPE-DEPTH: 9.7  meters
 CZ1504_SLEEVE-DEPTH  : 8.2 meters
 CZ1504
 CZ1504  HISTORY     - Date     Condition        Report By
 CZ1504  HISTORY     - 1980     MONUMENTED       NGS
 CZ1504  HISTORY     - 1984     GOOD             NGS
 CZ1504  HISTORY     - 19911205 GOOD             NGS
 CZ1504  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1504
 CZ1504                          STATION DESCRIPTION
 CZ1504
 CZ1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1504'27.8 KM SE FROM CASA GRANDE.
 CZ1504'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CZ1504'27.8 KILOMETERS (17.3 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1504'RAILROAD FROM THE STATION AT CASA GRANDE, AT THE STATE HIGHWAY
 CZ1504'BRIDGE OVER THE RAILROAD, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF
 CZ1504'RAILROAD MILE POST 936, 10.8 METERS (35.4 FEET) NORTHEAST OF THE
 CZ1504'NORTHEAST RAIL, 21 METERS (69 FEET) SOUTHEAST OF BENCH MARK X 363,
 CZ1504'7.4 METERS (24.3 FEET) EAST OF THE EAST CORNER OF THE NORTHEAST PIER
 CZ1504'FOUNDATION FOR THE NORTHBOUND BRIDGE AND 0.9 METER (3 FEET)
 CZ1504'CENTIMETERS.
 CZ1504'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CZ1504
 CZ1504                          STATION RECOVERY (1984)
 CZ1504
 CZ1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1504'RECOVERED IN GOOD CONDITION.
 CZ1504
 CZ1504                          STATION RECOVERY (1991)
 CZ1504
 CZ1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1504'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1504'ELOY, THENCE 4.6 KM (2.85 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ1504'PACIFIC RAILROAD, 10.8 M (35.4 FT) NORTHEAST OF AND LEVEL WITH THE
 CZ1504'NEAR RAIL, 7.4 M (24.3 FT) EAST OF THE SOUTHEAST END OF THE FIRST
 CZ1504'PIER SOUTH OF THE NORTH ABUTMENT OF THE NORTHBOUND STATE HIGHWAY 87
 CZ1504'OVERPASS OF THE RAILROAD, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 CZ1504'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ1504
 CZ1504                          STATION RECOVERY (2007)
 CZ1504
 CZ1504'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0008 ***********************************************************************
 DU0008  DESIGNATION -  U 43
 DU0008  PID         -  DU0008
 DU0008  STATE/COUNTY-  AZ/GILA
 DU0008  USGS QUAD   -  FORKS BUTTE (1978)
 DU0008
 DU0008                         *CURRENT SURVEY CONTROL
 DU0008  ___________________________________________________________________
 DU0008* NAD 83(1986)-  33 44 43.     (N)    110 09 34.     (W)     SCALED    
 DU0008* NAVD 88     -      1397.932  (meters)    4586.38   (feet)  ADJUSTED  
 DU0008  ___________________________________________________________________
 DU0008  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 DU0008  DYNAMIC HT  -        1395.956 (meters)    4579.90  (feet)  COMP
 DU0008  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 DU0008
 DU0008  VERT ORDER  -  FIRST     CLASS II
 DU0008
 DU0008.The horizontal coordinates were scaled from a topographic map and have
 DU0008.an estimated accuracy of +/- 6 seconds.
 DU0008
 DU0008.The orthometric height was determined by differential leveling
 DU0008.and adjusted in June 1991.
 DU0008
 DU0008.The geoid height was determined by GEOID03.
 DU0008
 DU0008.The dynamic height is computed by dividing the NAVD 88
 DU0008.geopotential number by the normal gravity value computed on the
 DU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0008.degrees latitude (g = 980.6199 gals.).
 DU0008
 DU0008.The modeled gravity was interpolated from observed gravity values.
 DU0008
 DU0008;                    North         East    Units  Estimated Accuracy
 DU0008;SPC AZ E     -   304,400.      214,030.      MT  (+/- 180 meters Scaled)
 DU0008
 DU0008                          SUPERSEDED SURVEY CONTROL
 DU0008
 DU0008  NGVD 29 (??/??/92) 1397.272  (m)         4584.22   (f) ADJ UNCH    1 2
 DU0008
 DU0008.Superseded values are not recommended for survey control.
 DU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0008.See file dsdata.txt to determine how the superseded data were derived.
 DU0008
 DU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC778342(NAD 83)
 DU0008_MARKER: DB = BENCH MARK DISK
 DU0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0008_SP_SET: CULVERT
 DU0008_STAMPING: U 43 1934
 DU0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0008
 DU0008  HISTORY     - Date     Condition        Report By
 DU0008  HISTORY     - 1934     MONUMENTED       CGS
 DU0008
 DU0008                          STATION DESCRIPTION
 DU0008
 DU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0008'16.4 MI SW FROM WHITERIVER.
 DU0008'IN GILA COUNTY, 16.4 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0008'WHITERIVER, NAVAJO COUNTY, 75 YARDS WEST OF AMOS WASH, 9 FEET
 DU0008'SOUTHEAST OF THE EAST END OF AN 18-INCH GALVANIZED-IRON PIPE CULVERT,
 DU0008'18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 DU0008'LIMESTONE LEDGE ON A BANK RUNNING PARALLEL WITH THE HIGHWAY, AND 4
 DU0008'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED U 43 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0733 ***********************************************************************
 CY0733  DESIGNATION -  U 430
 CY0733  PID         -  CY0733
 CY0733  STATE/COUNTY-  AZ/GRAHAM
 CY0733  USGS QUAD   -  PIMA (1985)
 CY0733
 CY0733                         *CURRENT SURVEY CONTROL
 CY0733  ___________________________________________________________________
 CY0733* NAD 83(1992)-  32 53 10.46258(N)    109 48 50.46279(W)     ADJUSTED  
 CY0733* NAVD 88     -       870.722  (meters)    2856.69   (feet)  ADJUSTED  
 CY0733  ___________________________________________________________________
 CY0733  X           -  -1,817,561.905 (meters)                     COMP
 CY0733  Y           -  -5,044,599.714 (meters)                     COMP
 CY0733  Z           -   3,443,828.905 (meters)                     COMP
 CY0733  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CY0733  ELLIP HEIGHT-         843.686 (meters)          (01/22/07) ADJUSTED
 CY0733  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CY0733  DYNAMIC HT  -         869.509 (meters)    2852.71  (feet)  COMP
 CY0733  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 CY0733
 CY0733  HORZ ORDER  -  B
 CY0733  VERT ORDER  -  FIRST     CLASS II
 CY0733  ELLP ORDER  -  FOURTH    CLASS I
 CY0733
 CY0733.The horizontal coordinates were established by GPS observations
 CY0733.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0733
 CY0733.The orthometric height was determined by differential leveling
 CY0733.and adjusted in June 1991.
 CY0733
 CY0733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0733
 CY0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0733
 CY0733.The ellipsoidal height was determined by GPS observations
 CY0733.and is referenced to NAD 83.
 CY0733
 CY0733.The geoid height was determined by GEOID03.
 CY0733
 CY0733.The dynamic height is computed by dividing the NAVD 88
 CY0733.geopotential number by the normal gravity value computed on the
 CY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0733.degrees latitude (g = 980.6199 gals.).
 CY0733
 CY0733.The modeled gravity was interpolated from observed gravity values.
 CY0733
 CY0733;                    North         East     Units Scale Factor Converg.
 CY0733;SPC AZ E     -   209,191.519   246,355.218   MT  0.99991342   +0 11 29.3
 CY0733;SPC AZ E     -   686,323.88    808,252.03   iFT  0.99991342   +0 11 29.3
 CY0733;UTM  12      - 3,639,299.032   610,934.785   MT  0.99975174   +0 38 38.5
 CY0733
 CY0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0733!SPC AZ E     -   0.99986756  x   0.99991342  =   0.99978099
 CY0733!UTM  12      -   0.99986756  x   0.99975174  =   0.99961933
 CY0733
 CY0733                          SUPERSEDED SURVEY CONTROL
 CY0733
 CY0733  NAVD 88 (01/22/07)  870.72   (m)         2856.7    (f) LEVELING    3  
 CY0733
 CY0733.Superseded values are not recommended for survey control.
 CY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0733.See file dsdata.txt to determine how the superseded data were derived.
 CY0733
 CY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB1093539299(NAD 83)
 CY0733_MARKER: I = METAL ROD
 CY0733_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0733_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0733_STAMPING: U 430 1979
 CY0733_MARK LOGO: NGS   
 CY0733_PROJECTION: RECESSED 3 CENTIMETERS
 CY0733_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0733+STABILITY: POSITION/ELEVATION WELL
 CY0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0733+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY0733_ROD/PIPE-DEPTH: 10.7 meters
 CY0733_SLEEVE-DEPTH  : 7.62 meters
 CY0733
 CY0733  HISTORY     - Date     Condition        Report By
 CY0733  HISTORY     - 1979     MONUMENTED       NGS
 CY0733  HISTORY     - 20060608 GOOD             GEOANA
 CY0733  HISTORY     - 20060608 GOOD             GEOANA
 CY0733  HISTORY     - 20060825 GOOD             GEOCAC
 CY0733
 CY0733                          STATION DESCRIPTION
 CY0733
 CY0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0733'1.0 MI SE FROM PIMA.
 CY0733'1.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0733'PIMA, 0.15 MILE NORTHWEST OF HIGHWAY MILE POST 332, AT THE SOUTHEAST
 CY0733'CORNER OF THE JUNCTION OF THE HIGHWAY AND ALDER LANE, ON THE RAILROAD
 CY0733'RIGHT-OF-WAY, 105 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CY0733'107 FEET SOUTHEAST OF THE CENTERLINE OF ALDER LANE, 23 FEET SOUTHWEST
 CY0733'OF THE SOUTHWEST RAIL AND 3.5 FEET NORTHEAST OF A FENCE.
 CY0733'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CY0733'THE MARK IS ABOVE LEVEL WITH RAIL.
 CY0733
 CY0733                          STATION RECOVERY (2006)
 CY0733
 CY0733'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RAN)
 CY0733'RECOVERED AS DESCRIBED.
 CY0733
 CY0733                          STATION RECOVERY (2006)
 CY0733
 CY0733'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RAN)
 CY0733'RECOVERED AS DESCRIBED.
 CY0733
 CY0733                          STATION RECOVERY (2006)
 CY0733
 CY0733'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0236 ***********************************************************************
 CF0236  DESIGNATION -  U 431
 CF0236  PID         -  CF0236
 CF0236  STATE/COUNTY-  AZ/COCHISE
 CF0236  USGS QUAD   -  MC NEAL (1986)
 CF0236
 CF0236                         *CURRENT SURVEY CONTROL
 CF0236  ___________________________________________________________________
 CF0236* NAD 83(1986)-  31 32 12.     (N)    109 39 16.     (W)     SCALED    
 CF0236* NAVD 88     -      1268.350  (meters)    4161.24   (feet)  ADJUSTED  
 CF0236  ___________________________________________________________________
 CF0236  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CF0236  DYNAMIC HT  -        1266.374 (meters)    4154.76  (feet)  COMP
 CF0236  MODELED GRAV-     979,038.6   (mgal)                       NAVD 88
 CF0236
 CF0236  VERT ORDER  -  FIRST     CLASS II
 CF0236
 CF0236.The horizontal coordinates were scaled from a topographic map and have
 CF0236.an estimated accuracy of +/- 6 seconds.
 CF0236
 CF0236.The orthometric height was determined by differential leveling
 CF0236.and adjusted in June 1991.
 CF0236
 CF0236.The geoid height was determined by GEOID03.
 CF0236
 CF0236.The dynamic height is computed by dividing the NAVD 88
 CF0236.geopotential number by the normal gravity value computed on the
 CF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0236.degrees latitude (g = 980.6199 gals.).
 CF0236
 CF0236.The modeled gravity was interpolated from observed gravity values.
 CF0236
 CF0236;                    North         East    Units  Estimated Accuracy
 CF0236;SPC AZ E     -    59,610.      262,000.      MT  (+/- 180 meters Scaled)
 CF0236
 CF0236                          SUPERSEDED SURVEY CONTROL
 CF0236
 CF0236.No superseded survey control is available for this station.
 CF0236
 CF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV277898(NAD 83)
 CF0236_MARKER: I = METAL ROD
 CF0236_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CF0236_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CF0236_STAMPING: U 431 1980
 CF0236_PROJECTION: FLUSH
 CF0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0236+STABILITY: POSITION/ELEVATION WELL
 CF0236_ROD/PIPE-DEPTH: 7.6  meters
 CF0236_SLEEVE-DEPTH  : 6.7 meters
 CF0236
 CF0236  HISTORY     - Date     Condition        Report By
 CF0236  HISTORY     - 1980     MONUMENTED       NGS
 CF0236
 CF0236                          STATION DESCRIPTION
 CF0236
 CF0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0236'7.5 KM SOUTH FROM MCNEAL.
 CF0236'7.5 KILOMETERS (4.7 MILES) WEST OF THE CENTERLINE OF THE HIGHWAY,
 CF0236'14.0 METERS (46 FEET) NORTH OF THE CENTER OF A DIRT TRACK ROAD
 CF0236'AND A CATTLE GUARD, 0.9 METER (3 FEET) EAST OF THE RIGHT-OF-
 CF0236'WAY FENCE.
 CF0236'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0236'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0705 ***********************************************************************
 CY0705  DESIGNATION -  U 436
 CY0705  PID         -  CY0705
 CY0705  STATE/COUNTY-  AZ/GRAHAM
 CY0705  USGS QUAD   -  ARTESIA (1966)
 CY0705
 CY0705                         *CURRENT SURVEY CONTROL
 CY0705  ___________________________________________________________________
 CY0705* NAD 83(1986)-  32 40 38.     (N)    109 42 19.     (W)     SCALED    
 CY0705* NAVD 88     -      1032.993  (meters)    3389.08   (feet)  ADJUSTED  
 CY0705  ___________________________________________________________________
 CY0705  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0705  DYNAMIC HT  -        1031.521 (meters)    3384.25  (feet)  COMP
 CY0705  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 CY0705
 CY0705  VERT ORDER  -  FIRST     CLASS II
 CY0705
 CY0705.The horizontal coordinates were scaled from a topographic map and have
 CY0705.an estimated accuracy of +/- 6 seconds.
 CY0705
 CY0705.The orthometric height was determined by differential leveling
 CY0705.and adjusted in June 1991.
 CY0705
 CY0705.The geoid height was determined by GEOID03.
 CY0705
 CY0705.The dynamic height is computed by dividing the NAVD 88
 CY0705.geopotential number by the normal gravity value computed on the
 CY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0705.degrees latitude (g = 980.6199 gals.).
 CY0705
 CY0705.The modeled gravity was interpolated from observed gravity values.
 CY0705
 CY0705;                    North         East    Units  Estimated Accuracy
 CY0705;SPC AZ E     -   186,050.      256,630.      MT  (+/- 180 meters Scaled)
 CY0705
 CY0705                          SUPERSEDED SURVEY CONTROL
 CY0705
 CY0705.No superseded survey control is available for this station.
 CY0705
 CY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB213162(NAD 83)
 CY0705_MARKER: DB = BENCH MARK DISK
 CY0705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0705_SP_SET: STAINLESS STEEL ROD
 CY0705_STAMPING: U 436 1979
 CY0705_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0705+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0705_ROD/PIPE-DEPTH: 1.83 meters
 CY0705
 CY0705  HISTORY     - Date     Condition        Report By
 CY0705  HISTORY     - 1979     MONUMENTED       NGS
 CY0705  HISTORY     - 20081010 GOOD             GEOCAC
 CY0705
 CY0705                          STATION DESCRIPTION
 CY0705
 CY0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0705'11.0 MI SOUTH FROM SAFFORD.
 CY0705'11.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0705'HIGHWAY 70 IN SAFFORD, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0705'77 FEET EAST OF HIGHWAY MILE POST 110 ON THE EAST SIDE OF THE HIGHWAY,
 CY0705'64 FEET NORTHEAST OF THE EAST END OF A 24-INCH CORRUGATED METAL PIPE
 CY0705'CULVERT UNDER THE HIGHWAY AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 CY0705'FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0705'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0705'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0705
 CY0705                          STATION RECOVERY (2008)
 CY0705
 CY0705'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0705'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0705'40.644' W109  42.298'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1138 ***********************************************************************
 DU1138  DESIGNATION -  U 437
 DU1138  PID         -  DU1138
 DU1138  STATE/COUNTY-  AZ/GRAHAM
 DU1138  USGS QUAD   -  SAN CARLOS (1979)
 DU1138
 DU1138                         *CURRENT SURVEY CONTROL
 DU1138  ___________________________________________________________________
 DU1138* NAD 83(1986)-  33 17 40.     (N)    110 26 42.     (W)     SCALED    
 DU1138* NAVD 88     -       793.476  (meters)    2603.26   (feet)  ADJUSTED  
 DU1138  ___________________________________________________________________
 DU1138  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DU1138  DYNAMIC HT  -         792.425 (meters)    2599.81  (feet)  COMP
 DU1138  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 DU1138
 DU1138  VERT ORDER  -  FIRST     CLASS II
 DU1138
 DU1138.The horizontal coordinates were scaled from a topographic map and have
 DU1138.an estimated accuracy of +/- 6 seconds.
 DU1138
 DU1138.The orthometric height was determined by differential leveling
 DU1138.and adjusted in June 1991.
 DU1138
 DU1138.The geoid height was determined by GEOID03.
 DU1138
 DU1138.The dynamic height is computed by dividing the NAVD 88
 DU1138.geopotential number by the normal gravity value computed on the
 DU1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1138.degrees latitude (g = 980.6199 gals.).
 DU1138
 DU1138.The modeled gravity was interpolated from observed gravity values.
 DU1138
 DU1138;                    North         East    Units  Estimated Accuracy
 DU1138;SPC AZ E     -   254,440.      187,440.      MT  (+/- 180 meters Scaled)
 DU1138
 DU1138                          SUPERSEDED SURVEY CONTROL
 DU1138
 DU1138.No superseded survey control is available for this station.
 DU1138
 DU1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB516840(NAD 83)
 DU1138_MARKER: DB = BENCH MARK DISK
 DU1138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1138_SP_SET: STAINLESS STEEL ROD
 DU1138_STAMPING: U 437 1979
 DU1138_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1138+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1138_ROD/PIPE-DEPTH: 7.5  meters
 DU1138
 DU1138  HISTORY     - Date     Condition        Report By
 DU1138  HISTORY     - 1979     MONUMENTED       NGS
 DU1138  HISTORY     - 20081008 GOOD             GEOCAC
 DU1138
 DU1138                          STATION DESCRIPTION
 DU1138
 DU1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1138'35.8 KM SE FROM GLOBE.
 DU1138'35.8 KILOMETERS (20.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1138'THE NEW COUNTY COURTHOUSE IN GLOBE, 30.2 METERS (99 FEET) SOUTH-
 DU1138'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 40.0 METERS (131 FEET)
 DU1138'SOUTHEAST OF HIGHWAY MILE POST 272, 14.6 METERS (48 FEET) EAST OF
 DU1138'THE CENTERLINE OF A PAVED ROAD LEADING SOUTH TO THE RODEO GROUNDS
 DU1138'AND 0.3 METER (1 FOOT) NORTH OF THE RIGHT-OF-WAY FENCE.
 DU1138'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 DU1138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1138
 DU1138                          STATION RECOVERY (2008)
 DU1138
 DU1138'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1138'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1138'17.667' W110  26.697'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1105 ***********************************************************************
 DU1105  DESIGNATION -  U 438
 DU1105  PID         -  DU1105
 DU1105  STATE/COUNTY-  AZ/GRAHAM
 DU1105  USGS QUAD   -  GERONIMO (1989)
 DU1105
 DU1105                         *CURRENT SURVEY CONTROL
 DU1105  ___________________________________________________________________
 DU1105* NAD 83(1986)-  33 04 56.     (N)    110 02 48.     (W)     SCALED    
 DU1105* NAVD 88     -       811.332  (meters)    2661.85   (feet)  ADJUSTED  
 DU1105  ___________________________________________________________________
 DU1105  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU1105  DYNAMIC HT  -         810.223 (meters)    2658.21  (feet)  COMP
 DU1105  MODELED GRAV-     979,245.3   (mgal)                       NAVD 88
 DU1105
 DU1105  VERT ORDER  -  FIRST     CLASS II
 DU1105
 DU1105.The horizontal coordinates were scaled from a topographic map and have
 DU1105.an estimated accuracy of +/- 6 seconds.
 DU1105
 DU1105.The orthometric height was determined by differential leveling
 DU1105.and adjusted in June 1991.
 DU1105
 DU1105.The geoid height was determined by GEOID03.
 DU1105
 DU1105.The dynamic height is computed by dividing the NAVD 88
 DU1105.geopotential number by the normal gravity value computed on the
 DU1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1105.degrees latitude (g = 980.6199 gals.).
 DU1105
 DU1105.The modeled gravity was interpolated from observed gravity values.
 DU1105
 DU1105;                    North         East    Units  Estimated Accuracy
 DU1105;SPC AZ E     -   230,880.      224,560.      MT  (+/- 180 meters Scaled)
 DU1105
 DU1105                          SUPERSEDED SURVEY CONTROL
 DU1105
 DU1105.No superseded survey control is available for this station.
 DU1105
 DU1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB889608(NAD 83)
 DU1105_MARKER: DB = BENCH MARK DISK
 DU1105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1105_SP_SET: STAINLESS STEEL ROD
 DU1105_STAMPING: U 438 1979
 DU1105_PROJECTION: FLUSH
 DU1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1105+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU1105_ROD/PIPE-DEPTH: 6.0  meters
 DU1105
 DU1105  HISTORY     - Date     Condition        Report By
 DU1105  HISTORY     - 1979     MONUMENTED       NGS
 DU1105  HISTORY     - 20081009 GOOD             GEOCAC
 DU1105
 DU1105                          STATION DESCRIPTION
 DU1105
 DU1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1105'9.2 KM NW FROM FT THOMAS.
 DU1105'9.2 KILOMETERS (5.7 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1105'POST OFFICE IN FT. THOMAS, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF
 DU1105'HIGHWAY MILE POST 301, 30.2 METERS (99 FEET) NORTHEAST OF THE
 DU1105'CENTERLINE OF THE HIGHWAY, 11.0 METERS (36 FEET) NORTHWEST OF A
 DU1105'RIGHT-OF-WAY FENCE POST WITH TWO METAL BRACES AND 0.3 METER (1 FOOT)
 DU1105'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  THIS BENCH MARK IS 1.1
 DU1105'KILOMETERS (0.7 MILE) SOUTHEAST OF BENCH MARK GERON.  THE ROD WAS
 DU1105'DRIVEN TO REFUSAL.
 DU1105'THE MARK IS 1 METERS  SE FROM A WITNESS POST.
 DU1105'THE MARK IS 2 M BELOW THE HIGHWAY.
 DU1105
 DU1105                          STATION RECOVERY (2008)
 DU1105
 DU1105'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1105'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1105'04.902' W110  02.714'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0030 ***********************************************************************
 DU0030  DESIGNATION -  U 44
 DU0030  PID         -  DU0030
 DU0030  STATE/COUNTY-  AZ/GILA
 DU0030  USGS QUAD   -  CASSADORE SPRING (1966)
 DU0030
 DU0030                         *CURRENT SURVEY CONTROL
 DU0030  ___________________________________________________________________
 DU0030* NAD 83(1986)-  33 30 09.     (N)    110 24 54.     (W)     SCALED    
 DU0030* NAVD 88     -      1238.965  (meters)    4064.84   (feet)  ADJUSTED  
 DU0030  ___________________________________________________________________
 DU0030  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DU0030  DYNAMIC HT  -        1237.270 (meters)    4059.28  (feet)  COMP
 DU0030  MODELED GRAV-     979,226.4   (mgal)                       NAVD 88
 DU0030
 DU0030  VERT ORDER  -  FIRST     CLASS II
 DU0030
 DU0030.The horizontal coordinates were scaled from a topographic map and have
 DU0030.an estimated accuracy of +/- 6 seconds.
 DU0030
 DU0030.The orthometric height was determined by differential leveling
 DU0030.and adjusted in June 1991.
 DU0030
 DU0030.The geoid height was determined by GEOID03.
 DU0030
 DU0030.The dynamic height is computed by dividing the NAVD 88
 DU0030.geopotential number by the normal gravity value computed on the
 DU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0030.degrees latitude (g = 980.6199 gals.).
 DU0030
 DU0030.The modeled gravity was interpolated from observed gravity values.
 DU0030
 DU0030;                    North         East    Units  Estimated Accuracy
 DU0030;SPC AZ E     -   277,510.      190,290.      MT  (+/- 180 meters Scaled)
 DU0030
 DU0030                          SUPERSEDED SURVEY CONTROL
 DU0030
 DU0030  NGVD 29 (??/??/92) 1238.337  (m)         4062.78   (f) ADJ UNCH    1 2
 DU0030
 DU0030.Superseded values are not recommended for survey control.
 DU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0030.See file dsdata.txt to determine how the superseded data were derived.
 DU0030
 DU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC543071(NAD 83)
 DU0030_MARKER: DB = BENCH MARK DISK
 DU0030_SETTING: 66 = SET IN ROCK OUTCROP
 DU0030_SP_SET: LIMESTONE OUTCROP
 DU0030_STAMPING: U 44 1934
 DU0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0030+STABILITY: POSITION/ELEVATION WELL
 DU0030
 DU0030  HISTORY     - Date     Condition        Report By
 DU0030  HISTORY     - 1934     MONUMENTED       CGS
 DU0030  HISTORY     - 1966     GOOD             NGS
 DU0030
 DU0030                          STATION DESCRIPTION
 DU0030
 DU0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0030'12.9 MI N FROM SAN CARLOS.
 DU0030'12.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0030'1.4 MILES SOUTHWEST OF CASADOR SPRING, AT A CURVE IN THE HIGHWAY, 70
 DU0030'FEET NORTH OF A SMALL DRAW, 50 FEET EAST OF THE CENTERLINE OF THE
 DU0030'HIGHWAY, 100 YARDS WEST OF A ROW OF POLES, AND IN THE TOP OF A
 DU0030'LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED U 44 1934.
 DU0030
 DU0030                          STATION RECOVERY (1966)
 DU0030
 DU0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0108 ***********************************************************************
 ES0108  DESIGNATION -  U 45
 ES0108  PID         -  ES0108
 ES0108  STATE/COUNTY-  AZ/NAVAJO
 ES0108  USGS QUAD   -  TAYLOR (1970)
 ES0108
 ES0108                         *CURRENT SURVEY CONTROL
 ES0108  ___________________________________________________________________
 ES0108* NAD 83(1986)-  34 27 32.     (N)    110 04 06.     (W)     SCALED    
 ES0108* NAVD 88     -      1725.132  (meters)    5659.87   (feet)  ADJUSTED  
 ES0108  ___________________________________________________________________
 ES0108  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ES0108  DYNAMIC HT  -        1722.664 (meters)    5651.77  (feet)  COMP
 ES0108  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 ES0108
 ES0108  VERT ORDER  -  FIRST     CLASS II
 ES0108
 ES0108.The horizontal coordinates were scaled from a topographic map and have
 ES0108.an estimated accuracy of +/- 6 seconds.
 ES0108
 ES0108.The orthometric height was determined by differential leveling
 ES0108.and adjusted in June 1991.
 ES0108
 ES0108.The geoid height was determined by GEOID03.
 ES0108
 ES0108.The dynamic height is computed by dividing the NAVD 88
 ES0108.geopotential number by the normal gravity value computed on the
 ES0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0108.degrees latitude (g = 980.6199 gals.).
 ES0108
 ES0108.The modeled gravity was interpolated from observed gravity values.
 ES0108
 ES0108;                    North         East    Units  Estimated Accuracy
 ES0108;SPC AZ E     -   383,560.      222,390.      MT  (+/- 180 meters Scaled)
 ES0108
 ES0108                          SUPERSEDED SURVEY CONTROL
 ES0108
 ES0108  NGVD 29 (??/??/92) 1724.325  (m)         5657.22   (f) ADJ UNCH    1 2
 ES0108
 ES0108.Superseded values are not recommended for survey control.
 ES0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0108.See file dsdata.txt to determine how the superseded data were derived.
 ES0108
 ES0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD855134(NAD 83)
 ES0108_MARKER: DB = BENCH MARK DISK
 ES0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0108_STAMPING: U-45 1934
 ES0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0108+STABILITY: SURFACE MOTION
 ES0108
 ES0108  HISTORY     - Date     Condition        Report By
 ES0108  HISTORY     - 1934     MONUMENTED       CGS
 ES0108  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0108
 ES0108                          STATION DESCRIPTION
 ES0108
 ES0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0108'3.2 MI S FROM SNOW FLAKE.
 ES0108'3.2 MILES SOUTH OF, ALONG APACHE RAILROAD 39 FEET NORTHEAST OF CENTER
 ES0108'LINE OF TRACK.  ACROSS TRACK FROM MILEPOST NO. 38.  SET IN CONCRETE
 ES0108'POST 11 INCHES ABOVE GROUND SURFACE.
 ES0108
 ES0108                          STATION RECOVERY (1983)
 ES0108
 ES0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0183 ***********************************************************************
 ER0183  DESIGNATION -  U 46
 ER0183  PID         -  ER0183
 ER0183  STATE/COUNTY-  AZ/APACHE
 ER0183  USGS QUAD   -  ZION RESERVOIR (1984)
 ER0183
 ER0183                         *CURRENT SURVEY CONTROL
 ER0183  ___________________________________________________________________
 ER0183* NAD 83(1986)-  34 30 22.     (N)    109 24 25.     (W)     SCALED    
 ER0183* NAVD 88     -      1790.073  (meters)    5872.93   (feet)  ADJUSTED  
 ER0183  ___________________________________________________________________
 ER0183  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 ER0183  DYNAMIC HT  -        1787.517 (meters)    5864.55  (feet)  COMP
 ER0183  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 ER0183
 ER0183  VERT ORDER  -  SECOND    CLASS 0
 ER0183
 ER0183.The horizontal coordinates were scaled from a topographic map and have
 ER0183.an estimated accuracy of +/- 6 seconds.
 ER0183
 ER0183.The orthometric height was determined by differential leveling
 ER0183.and adjusted in June 1991.
 ER0183
 ER0183.The geoid height was determined by GEOID03.
 ER0183
 ER0183.The dynamic height is computed by dividing the NAVD 88
 ER0183.geopotential number by the normal gravity value computed on the
 ER0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0183.degrees latitude (g = 980.6199 gals.).
 ER0183
 ER0183.The modeled gravity was interpolated from observed gravity values.
 ER0183
 ER0183;                    North         East    Units  Estimated Accuracy
 ER0183;SPC AZ E     -   389,050.      283,120.      MT  (+/- 180 meters Scaled)
 ER0183
 ER0183                          SUPERSEDED SURVEY CONTROL
 ER0183
 ER0183  NGVD 29 (??/??/92) 1789.246  (m)         5870.22   (f) ADJ UNCH    2 0
 ER0183
 ER0183.Superseded values are not recommended for survey control.
 ER0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0183.See file dsdata.txt to determine how the superseded data were derived.
 ER0183
 ER0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD462194(NAD 83)
 ER0183_MARKER: DB = BENCH MARK DISK
 ER0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0183_STAMPING: U 46 1934
 ER0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0183+STABILITY: SURFACE MOTION
 ER0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0183+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 ER0183
 ER0183  HISTORY     - Date     Condition        Report By
 ER0183  HISTORY     - 1934     MONUMENTED       CGS
 ER0183  HISTORY     - 20040415 GOOD             GEOCAC
 ER0183
 ER0183                          STATION DESCRIPTION
 ER0183
 ER0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0183'2.4 MI W FROM ST JOHNS.
 ER0183'2.4 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE HIGH SCHOOL AT ST.
 ER0183'JOHNS, APACHE COUNTY, 0.1 MILE EAST OF THE CONCRETE IRRIGATION
 ER0183'HEADWALL OF A BRIDGE, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 ER0183'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED U 46 1934 AND
 ER0183'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 ER0183
 ER0183                          STATION RECOVERY (2004)
 ER0183
 ER0183'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0183'THE HIGH SCHOOL IS NOW THE APACHE COUNTY ANNEX BUILDING.  CIVILIAN GPS
 ER0183'COORDINATES  34  30.372'N  109  24.428W.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1150 ***********************************************************************
 DB1150  DESIGNATION -  U 469
 DB1150  PID         -  DB1150
 DB1150  STATE/COUNTY-  AZ/YUMA
 DB1150  USGS QUAD   -  YUMA EAST (1994)
 DB1150
 DB1150                         *CURRENT SURVEY CONTROL
 DB1150  ___________________________________________________________________
 DB1150* NAD 83(1986)-  32 40 26.     (N)    114 31 58.     (W)     SCALED    
 DB1150* NAVD 88     -        64.970  (meters)     213.16   (feet)  ADJUSTED  
 DB1150  ___________________________________________________________________
 DB1150  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DB1150  DYNAMIC HT  -          64.895 (meters)     212.91  (feet)  COMP
 DB1150  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 DB1150
 DB1150  VERT ORDER  -  FIRST     CLASS II
 DB1150
 DB1150.The horizontal coordinates were scaled from a topographic map and have
 DB1150.an estimated accuracy of +/- 6 seconds.
 DB1150
 DB1150.The orthometric height was determined by differential leveling
 DB1150.and adjusted in June 1991.
 DB1150
 DB1150.The geoid height was determined by GEOID03.
 DB1150
 DB1150.The dynamic height is computed by dividing the NAVD 88
 DB1150.geopotential number by the normal gravity value computed on the
 DB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1150.degrees latitude (g = 980.6199 gals.).
 DB1150
 DB1150.The modeled gravity was interpolated from observed gravity values.
 DB1150
 DB1150;                    North         East    Units  Estimated Accuracy
 DB1150;SPC AZ W     -   185,870.      139,940.      MT  (+/- 180 meters Scaled)
 DB1150
 DB1150                          SUPERSEDED SURVEY CONTROL
 DB1150
 DB1150.No superseded survey control is available for this station.
 DB1150
 DB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS313178(NAD 83)
 DB1150_MARKER: I = METAL ROD
 DB1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DB1150_SP_SET: STAINLESS STEEL ROD
 DB1150_STAMPING: U 469 1981
 DB1150_MARK LOGO: NGS   
 DB1150_PROJECTION: FLUSH
 DB1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1150+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DB1150_ROD/PIPE-DEPTH: 8.5  meters
 DB1150
 DB1150  HISTORY     - Date     Condition        Report By
 DB1150  HISTORY     - 1981     MONUMENTED       NGS
 DB1150  HISTORY     - 19950524 GOOD             USPSQD
 DB1150  HISTORY     - 20060602 GOOD             COYPWD
 DB1150
 DB1150                          STATION DESCRIPTION
 DB1150
 DB1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1150'11.1 KM (6.9 MI) SE FROM YUMA.
 DB1150'11.1 KM (6.9 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB1150'THE STATION IN YUMA, 1.1 KM (0.7 MI) SOUTHEAST OF RAILROAD MILEPOLE
 DB1150'739, IN LINE WITH A ROW OF TELEPHONE POLES, 65.8 M (216 FT) EAST OF
 DB1150'THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING SOUTH, 8.5 M (28.0 FT)
 DB1150'SOUTH OF THE SOUTH RAIL, 5.5 M (11.0 FT) NORTH OF THE CENTERLINE OF A
 DB1150'DIRT SERVICE ROAD FOR THE RAILROAD, 3.0 M (10.0 FT) WEST OF A
 DB1150'TELEPHONE POLE WITH A GUY WIRE.
 DB1150'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DB1150'THE MARK IS 0.9 M BELOW THE TRACKS.
 DB1150
 DB1150                          STATION RECOVERY (1995)
 DB1150
 DB1150'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB1150'RECOVERED IN GOOD CONDITION.
 DB1150
 DB1150                          STATION RECOVERY (2006)
 DB1150
 DB1150'RECOVERY NOTE BY CITY OF YUMA PUBLIC WORKS DEPARTMENT 2006 (LRD)
 DB1150'FOUND IN AN ALUMINUM ALLOYED HANDHOLE WITH A HINGED LID PROPERLY
 DB1150'STAMPED WITH NGS 1981 U 469. THIS MONUMENT IS IN THE POTENTIAL PATHWAY
 DB1150'FOR A PLANNED FUTURE SECOND RAILROAD TRACK WHICH WILL BE BUILT
 DB1150'SOMETIME IN THE UNKNOWN FUTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0160 ***********************************************************************
 ER0160  DESIGNATION -  U 47
 ER0160  PID         -  ER0160
 ER0160  STATE/COUNTY-  AZ/APACHE
 ER0160  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0160
 ER0160                         *CURRENT SURVEY CONTROL
 ER0160  ___________________________________________________________________
 ER0160* NAD 83(1986)-  34 33 25.     (N)    109 22 07.     (W)     SCALED    
 ER0160* NAVD 88     -      1728.421  (meters)    5670.66   (feet)  ADJUSTED  
 ER0160  ___________________________________________________________________
 ER0160  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0160  DYNAMIC HT  -        1725.954 (meters)    5662.57  (feet)  COMP
 ER0160  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 ER0160
 ER0160  VERT ORDER  -  SECOND    CLASS 0
 ER0160
 ER0160.The horizontal coordinates were scaled from a topographic map and have
 ER0160.an estimated accuracy of +/- 6 seconds.
 ER0160
 ER0160.The orthometric height was determined by differential leveling
 ER0160.and adjusted in June 1991.
 ER0160
 ER0160.The geoid height was determined by GEOID03.
 ER0160
 ER0160.The dynamic height is computed by dividing the NAVD 88
 ER0160.geopotential number by the normal gravity value computed on the
 ER0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0160.degrees latitude (g = 980.6199 gals.).
 ER0160
 ER0160.The modeled gravity was interpolated from observed gravity values.
 ER0160
 ER0160;                    North         East    Units  Estimated Accuracy
 ER0160;SPC AZ E     -   394,720.      286,600.      MT  (+/- 180 meters Scaled)
 ER0160
 ER0160                          SUPERSEDED SURVEY CONTROL
 ER0160
 ER0160  NGVD 29 (??/??/92) 1727.593  (m)         5667.94   (f) ADJ UNCH    2 0
 ER0160
 ER0160.Superseded values are not recommended for survey control.
 ER0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0160.See file dsdata.txt to determine how the superseded data were derived.
 ER0160
 ER0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD496251(NAD 83)
 ER0160_MARKER: DB = BENCH MARK DISK
 ER0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0160_STAMPING: U 47 1934
 ER0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0160+STABILITY: SURFACE MOTION
 ER0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0160+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 ER0160
 ER0160  HISTORY     - Date     Condition        Report By
 ER0160  HISTORY     - 1934     MONUMENTED       CGS
 ER0160  HISTORY     - 20040414 GOOD             GEOCAC
 ER0160
 ER0160                          STATION DESCRIPTION
 ER0160
 ER0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0160'4.0 MI N FROM ST JOHNS.
 ER0160'4.0 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0160'61, 1 MILE NORTH OF LITTLE COLORADO RIVER BRIDGE, AT TOP OF SMALL
 ER0160'GRADE, 112 FEET NORTH OF LARGE GALVANIZED IRON CULVERT, 105 FEET EAST
 ER0160'OF FENCE LINE, 50 FEET WEST OF 5 FOOT BANK ON EAST SIDE OF HWY. AND
 ER0160'142 FEET EAST OF CENTER LINE OF HWY.  TABLET IN CONCRETE POST 4 INCHES
 ER0160'HIGH.
 ER0160
 ER0160                          STATION RECOVERY (2004)
 ER0160
 ER0160'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0160'NORTH ON N. 2ND WEST STREET IN ST. JOHNS FROM US180/SR61 APPROX 3.5
 ER0160'MILES TO TOP OF SMALL HILL.  MARK IS APPROX 85' WEST OF CENTER OF
 ER0160'ROAD, 65' WEST OF FENCE LINE.  CIVILIAN GPS COORDINATES 34  33.433N
 ER0160'109  22.123W.  SOME SLIGHT DETERIORATION OF TOP OF MONUMENT, BUT MARK
 ER0160'IS STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1207 ***********************************************************************
 DA1207  DESIGNATION -  U 470
 DA1207  PID         -  DA1207
 DA1207  STATE/COUNTY-  AZ/PIMA
 DA1207  USGS QUAD   -  AJO SOUTH (1990)
 DA1207
 DA1207                         *CURRENT SURVEY CONTROL
 DA1207  ___________________________________________________________________
 DA1207* NAD 83(1986)-  32 17 40.     (N)    112 45 06.     (W)     SCALED    
 DA1207* NAVD 88     -       531.910  (meters)    1745.11   (feet)  ADJUSTED  
 DA1207  ___________________________________________________________________
 DA1207  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA1207  DYNAMIC HT  -         531.223 (meters)    1742.85  (feet)  COMP
 DA1207  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 DA1207
 DA1207  VERT ORDER  -  FIRST     CLASS II
 DA1207
 DA1207.The horizontal coordinates were scaled from a topographic map and have
 DA1207.an estimated accuracy of +/- 6 seconds.
 DA1207
 DA1207.The orthometric height was determined by differential leveling
 DA1207.and adjusted in June 1991.
 DA1207
 DA1207.The geoid height was determined by GEOID03.
 DA1207
 DA1207.The dynamic height is computed by dividing the NAVD 88
 DA1207.geopotential number by the normal gravity value computed on the
 DA1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1207.degrees latitude (g = 980.6199 gals.).
 DA1207
 DA1207.The modeled gravity was interpolated from observed gravity values.
 DA1207
 DA1207;                    North         East    Units  Estimated Accuracy
 DA1207;SPC AZ C     -   143,820.      134,720.      MT  (+/- 180 meters Scaled)
 DA1207
 DA1207                          SUPERSEDED SURVEY CONTROL
 DA1207
 DA1207.No superseded survey control is available for this station.
 DA1207
 DA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA350744(NAD 83)
 DA1207_MARKER: I = METAL ROD
 DA1207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1207_SP_SET: STAINLESS STEEL ROD
 DA1207_STAMPING: U 470 1981
 DA1207_MARK LOGO: NGS   
 DA1207_PROJECTION: FLUSH
 DA1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1207_ROD/PIPE-DEPTH: 5.5  meters
 DA1207
 DA1207  HISTORY     - Date     Condition        Report By
 DA1207  HISTORY     - 1981     MONUMENTED       NGS
 DA1207  HISTORY     - 19990120 GOOD             USPSQD
 DA1207
 DA1207                          STATION DESCRIPTION
 DA1207
 DA1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1207'3.2 KM (2.0 MI) NW FROM WHY.
 DA1207'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 DA1207'STATE HIGHWAY 86 IN WHY, AT HIGHWAY MILEPOST 51, AT THE NORTHEAST
 DA1207'HIGHWAY RIGHT-OF-WAY FENCE, SET IN LINE WITH A ROW OF POWER LINE
 DA1207'POLES, 60.4 M (198 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DA1207'1.5 M (5.0 FT) SOUTHEAST OF POWER POLE NUMBER 552, 0.9 M (3.0 FT)
 DA1207'SOUTHWEST OF THE RIGHT-OF-WAY FENCE. ROD DRIVEN TO REFUSAL.
 DA1207'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 DA1207
 DA1207                          STATION RECOVERY (1999)
 DA1207
 DA1207'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0831 ***********************************************************************
 ET0831  DESIGNATION -  U 471
 ET0831  PID         -  ET0831
 ET0831  STATE/COUNTY-  AZ/MOHAVE
 ET0831  USGS QUAD   -  CREAMERY CANYON (1967)
 ET0831
 ET0831                         *CURRENT SURVEY CONTROL
 ET0831  ___________________________________________________________________
 ET0831* NAD 83(1986)-  34 45 56.     (N)    113 58 57.     (W)     SCALED    
 ET0831* NAVD 88     -       848.327  (meters)    2783.22   (feet)  ADJUSTED  
 ET0831  ___________________________________________________________________
 ET0831  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ET0831  DYNAMIC HT  -         847.334 (meters)    2779.96  (feet)  COMP
 ET0831  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 ET0831  OBS GRAVITY -     979,432.9   (mgal)                       GRAV_OBS
 ET0831
 ET0831  VERT ORDER  -  FIRST     CLASS II
 ET0831
 ET0831.The horizontal coordinates were scaled from a topographic map and have
 ET0831.an estimated accuracy of +/- 6 seconds.
 ET0831
 ET0831.The orthometric height was determined by differential leveling
 ET0831.and adjusted in June 1991.
 ET0831
 ET0831.The geoid height was determined by GEOID03.
 ET0831
 ET0831.The dynamic height is computed by dividing the NAVD 88
 ET0831.geopotential number by the normal gravity value computed on the
 ET0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0831.degrees latitude (g = 980.6199 gals.).
 ET0831
 ET0831.The modeled gravity was interpolated from observed gravity values.
 ET0831.The observed gravity was obtained from relative gravimeter ties
 ET0831.to the IGSN71 gravity network.
 ET0831
 ET0831;                    North         East    Units  Estimated Accuracy
 ET0831;SPC AZ W     -   417,610.      192,080.      MT  (+/- 180 meters Scaled)
 ET0831
 ET0831                          SUPERSEDED SURVEY CONTROL
 ET0831
 ET0831.No superseded survey control is available for this station.
 ET0831
 ET0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD270510(NAD 83)
 ET0831_MARKER: I = METAL ROD
 ET0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0831_SP_SET: STAINLESS STEEL ROD
 ET0831_STAMPING: U 471 1981
 ET0831_MARK LOGO: NGS   
 ET0831_PROJECTION: FLUSH
 ET0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0831_ROD/PIPE-DEPTH: 2.4  meters
 ET0831
 ET0831  HISTORY     - Date     Condition        Report By
 ET0831  HISTORY     - 1981     MONUMENTED       NGS
 ET0831
 ET0831                          STATION DESCRIPTION
 ET0831
 ET0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0831'20.4 KM (12.7 MI) SE FROM YUCCA.
 ET0831'20.4 KM (12.7 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0831'INTERSTATE HIGHWAY 40 IN YUCCA, 0.1 KM (0.05 MI) SOUTHEAST OF A WASH,
 ET0831'AT THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO ANDERSON RANCH,
 ET0831'27.4 METERS (90.0 FT) NORTHEAST OF THE CENTERLINE OF ALAMO ROAD, 13.4
 ET0831'METERS (44.0 FT) NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, ROD
 ET0831'DRIVEN TO REFUSAL.
 ET0831'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 ET0831'THE MARK IS ABOVE LEVEL WITH ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0251 ***********************************************************************
 CF0251  DESIGNATION -  U 473
 CF0251  PID         -  CF0251
 CF0251  STATE/COUNTY-  AZ/COCHISE
 CF0251  USGS QUAD   -  DOUGLAS (1978)
 CF0251
 CF0251                         *CURRENT SURVEY CONTROL
 CF0251  ___________________________________________________________________
 CF0251* NAD 83(1986)-  31 20 02.     (N)    109 33 26.     (W)     SCALED    
 CF0251* NAVD 88     -      1207.730  (meters)    3962.36   (feet)  ADJUSTED  
 CF0251  ___________________________________________________________________
 CF0251  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0251  DYNAMIC HT  -        1205.844 (meters)    3956.17  (feet)  COMP
 CF0251  MODELED GRAV-     979,036.8   (mgal)                       NAVD 88
 CF0251
 CF0251  VERT ORDER  -  FIRST     CLASS II
 CF0251
 CF0251.The horizontal coordinates were scaled from a topographic map and have
 CF0251.an estimated accuracy of +/- 6 seconds.
 CF0251
 CF0251.The orthometric height was determined by differential leveling
 CF0251.and adjusted in June 1991.
 CF0251
 CF0251.The geoid height was determined by GEOID03.
 CF0251
 CF0251.The dynamic height is computed by dividing the NAVD 88
 CF0251.geopotential number by the normal gravity value computed on the
 CF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0251.degrees latitude (g = 980.6199 gals.).
 CF0251
 CF0251.The modeled gravity was interpolated from observed gravity values.
 CF0251
 CF0251;                    North         East    Units  Estimated Accuracy
 CF0251;SPC AZ E     -    37,180.      271,360.      MT  (+/- 180 meters Scaled)
 CF0251
 CF0251                          SUPERSEDED SURVEY CONTROL
 CF0251
 CF0251.No superseded survey control is available for this station.
 CF0251
 CF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV372675(NAD 83)
 CF0251_MARKER: B = BOLT
 CF0251_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CF0251+WITH SETTING: PAVEMENT
 CF0251_SP_SET: BORDER MONUMENT FOUNDATION
 CF0251_STAMPING: U 473 1980
 CF0251_MARK LOGO: NGS   
 CF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0251+STABILITY: SURFACE MOTION
 CF0251
 CF0251  HISTORY     - Date     Condition        Report By
 CF0251  HISTORY     - 1980     MONUMENTED       NGS
 CF0251
 CF0251                          STATION DESCRIPTION
 CF0251
 CF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0251'0.2 KM (0.1 MI) EAST FROM DOUGLAS.
 CF0251'0.2 KM (0.1 MI) EAST ALONG THE U.S.-MEXICO BORDER FENCE FROM THE U.S.
 CF0251'CUSTOMS HOUSE IN DOUGLAS, THE MARK IS A BOLT IN THE BASE OF BORDER
 CF0251'MONUMENT NUMBER 85, 10 CM (3 INCHES) SOUTH OF THE SOUTH SIDE OF THE
 CF0251'MONUMENT (MEXICAN SIDE), 0.9 METERS (3.0 FT) SOUTH OF A BRACE IN THE
 CF0251'BORDER FENCE, 13.1 METERS (43.0 FT) EAST OF A POWER LINE GUY POLE,
 CF0251'7.6 METERS (25.0 FT) NORTH OF THE CENTERLINE OF A DIRT ROAD
 CF0251'PARALLELING THE FENCE, 3.6 METERS (12.0 FT) EAST OF THE EXTENDED
 CF0251'CENTERLINE OF A ROAD LEADING SOUTH. MONUMENT STANDS 1.8 METERS (6.0
 CF0251'FT) HIGH.
 CF0251'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1254 ***********************************************************************
 DV1254  DESIGNATION -  U 474
 DV1254  PID         -  DV1254
 DV1254  STATE/COUNTY-  AZ/MARICOPA
 DV1254  USGS QUAD   -  SUNNYSLOPE (1982)
 DV1254
 DV1254                         *CURRENT SURVEY CONTROL
 DV1254  ___________________________________________________________________
 DV1254* NAD 83(1986)-  33 35 35.     (N)    112 05 41.     (W)     SCALED    
 DV1254* NAVD 88     -       414.242  (meters)    1359.06   (feet)  ADJUSTED  
 DV1254  ___________________________________________________________________
 DV1254  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1254  DYNAMIC HT  -         413.764 (meters)    1357.49  (feet)  COMP
 DV1254  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DV1254
 DV1254  VERT ORDER  -  FIRST     CLASS II
 DV1254
 DV1254.The horizontal coordinates were scaled from a topographic map and have
 DV1254.an estimated accuracy of +/- 6 seconds.
 DV1254
 DV1254.The orthometric height was determined by differential leveling
 DV1254.and adjusted in June 1991.
 DV1254
 DV1254.The geoid height was determined by GEOID03.
 DV1254
 DV1254.The dynamic height is computed by dividing the NAVD 88
 DV1254.geopotential number by the normal gravity value computed on the
 DV1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1254.degrees latitude (g = 980.6199 gals.).
 DV1254
 DV1254.The modeled gravity was interpolated from observed gravity values.
 DV1254
 DV1254;                    North         East    Units  Estimated Accuracy
 DV1254;SPC AZ C     -   287,540.      196,830.      MT  (+/- 180 meters Scaled)
 DV1254
 DV1254                          SUPERSEDED SURVEY CONTROL
 DV1254
 DV1254.No superseded survey control is available for this station.
 DV1254
 DV1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC984175(NAD 83)
 DV1254_MARKER: DB = BENCH MARK DISK
 DV1254_SETTING: 66 = SET IN ROCK OUTCROP
 DV1254_SP_SET: ROCK OUTCROP
 DV1254_STAMPING: U 474 1981
 DV1254_MARK LOGO: NGS   
 DV1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1254+STABILITY: POSITION/ELEVATION WELL
 DV1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1254+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2007
 DV1254
 DV1254  HISTORY     - Date     Condition        Report By
 DV1254  HISTORY     - 1981     MONUMENTED       NGS
 DV1254  HISTORY     - 1981     GOOD             AZDT
 DV1254  HISTORY     - 19910504 MARK NOT FOUND   USPSQD
 DV1254  HISTORY     - 20070315 GOOD             GEOCAC
 DV1254
 DV1254                          STATION DESCRIPTION
 DV1254
 DV1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1254'15.9 KM (9.85 MI) NE FROM PHOENIX.
 DV1254'13.4 KM (8.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1254'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 1.6 KM (1.0 MI) EAST
 DV1254'ALONG CACTUS ROAD, THENCE 0.5 KM (0.3 MI) SOUTH ALONG 19TH AVENUE,
 DV1254'THENCE 0.4 KM (0.25 MI) EAST ALONG SUNNYSIDE DRIVE, IN TOP OF A
 DV1254'GRANITE OUTCROP, 5.1 METERS (16.6 FT) EAST-NORTHEAST OF THE
 DV1254'EAST-NORTHEAST EDGE OF THE EAST ONE OF TWO WATER TANKS, 65.8 METERS
 DV1254'(216.0 FT) EAST OF BENCH MARK T 474.
 DV1254'THE MARK IS 0.75 METERS  NW FROM A WITNESS POST.
 DV1254'THE MARK IS ABOVE LEVEL WITH WITH THE EAST TANK FLOOR.
 DV1254
 DV1254                          STATION RECOVERY (1981)
 DV1254
 DV1254'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV1254'9.0 MI (14.5 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV1254'INTERSECTION OF MCDOWELL ROAD IN PHOENIX, TO CACTUS ROAD.  THENCE
 DV1254'1 MILE (1.6 KM) EAST TO 19TH AVENUE.  THENCE 0.25 MILE
 DV1254'(0.40 KM) SOUTH TO SUNNYSIDE DRIVE.  THENCE 0.25 MILE
 DV1254'(0.40 KM) EAST TO THE SUNNYSLOPE WATER TANKS AND THE MARK.
 DV1254'16.8 FT (4.82 METERS) EAST OF THE EAST FACE OF THE EAST WATERTANK.
 DV1254'2.5 FT (0.76 METER) NORTHWEST OF A METAL WITNESS POST AND SIGN.
 DV1254
 DV1254                          STATION RECOVERY (1991)
 DV1254
 DV1254'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV1254'MARK NOT FOUND.
 DV1254
 DV1254                          STATION RECOVERY (2007)
 DV1254
 DV1254'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1283 ***********************************************************************
 DV1283  DESIGNATION -  U 475
 DV1283  PID         -  DV1283
 DV1283  STATE/COUNTY-  AZ/MARICOPA
 DV1283  USGS QUAD   -  VALENCIA (1982)
 DV1283
 DV1283                         *CURRENT SURVEY CONTROL
 DV1283  ___________________________________________________________________
 DV1283* NAD 83(1986)-  33 26 43.     (N)    112 36 54.     (W)     SCALED    
 DV1283* NAVD 88     -       349.102  (meters)    1145.35   (feet)  ADJUSTED  
 DV1283  ___________________________________________________________________
 DV1283  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DV1283  DYNAMIC HT  -         348.701 (meters)    1144.03  (feet)  COMP
 DV1283  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 DV1283
 DV1283  VERT ORDER  -  FIRST     CLASS II
 DV1283
 DV1283.The horizontal coordinates were scaled from a topographic map and have
 DV1283.an estimated accuracy of +/- 6 seconds.
 DV1283
 DV1283.The orthometric height was determined by differential leveling
 DV1283.and adjusted in June 1991.
 DV1283
 DV1283.The geoid height was determined by GEOID03.
 DV1283
 DV1283.The dynamic height is computed by dividing the NAVD 88
 DV1283.geopotential number by the normal gravity value computed on the
 DV1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1283.degrees latitude (g = 980.6199 gals.).
 DV1283
 DV1283.The modeled gravity was interpolated from observed gravity values.
 DV1283
 DV1283;                    North         East    Units  Estimated Accuracy
 DV1283;SPC AZ C     -   271,350.      148,430.      MT  (+/- 180 meters Scaled)
 DV1283
 DV1283                          SUPERSEDED SURVEY CONTROL
 DV1283
 DV1283.No superseded survey control is available for this station.
 DV1283
 DV1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC498018(NAD 83)
 DV1283_MARKER: DB = BENCH MARK DISK
 DV1283_SETTING: 66 = SET IN ROCK OUTCROP
 DV1283_SP_SET: ROCK OUTCROP
 DV1283_STAMPING: U 475 1981
 DV1283_MARK LOGO: NGS   
 DV1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1283+STABILITY: POSITION/ELEVATION WELL
 DV1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1283+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 DV1283
 DV1283  HISTORY     - Date     Condition        Report By
 DV1283  HISTORY     - 1981     MONUMENTED       NGS
 DV1283  HISTORY     - 20010418 GOOD             MCDOT
 DV1283  HISTORY     - 20080407 GOOD             GEOCAC
 DV1283
 DV1283                          STATION DESCRIPTION
 DV1283
 DV1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1283'9.2 KM (5.75 MI) NW FROM BUCKEYE.
 DV1283'0.5 KM (0.3 MI) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV1283'STATION AT BUCKEYE, THENCE 6.1 KM (3.8 MI) NORTH ALONG MILLER ROAD,
 DV1283'THENCE 2.6 KM (1.65 MI) NORTHWEST ALONG YUMA ROAD, IN TOP OF A GRANITE
 DV1283'OUTCROP AT THE JUNCTION OF A DRY WASH AND A SMALL RAVINE, AT THE FIRST
 DV1283'HIGH TENSION POWER LINE POLE SOUTHEAST OF THE CROSSING OF YUMA ROAD,
 DV1283'51.3 METERS (168 FT) SOUTHWEST OF THE CENTERLINE OF YUMA ROAD, 17.8
 DV1283'METERS (58.4 FT) WEST OF THE SOUTHWEST POLE OF DOUBLE POLE STRUCTURE
 DV1283'1108, 8.8 METERS (29 FT) NORTHWEST OF A 18-INCH IRONWOOD TREE WHICH
 DV1283'IS ON THE SOUTHEAST BANK OF THE RAVINE, 5 METERS (16.4 FT) SOUTHWEST
 DV1283'OF THE BASE OF A OUTCROP WHICH IS ON THE SOUTHWEST EDGE OF THE WASH.
 DV1283'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 DV1283'THE MARK IS 1.5 M ABOVE BOTTOM OF THE WASH.
 DV1283
 DV1283                          STATION RECOVERY (2001)
 DV1283
 DV1283'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV1283'FROM WB I-10 EXIT RAMP .05 MILES N TO NW CORNER OF MILLER RD. +
 DV1283'TONOPAH-SALOME HWY, THENCE 1.6MILE W, NW,N TO POWER LINE ACROSS HWY
 DV1283'USC+G BC SET IN ROCK OUTCROP W/ METAL SURVEY MARKER SIGN
 DV1283' 
 DV1283' 
 DV1283' 
 DV1283' 
 DV1283' 
 DV1283' 
 DV1283' 
 DV1283
 DV1283                          STATION RECOVERY (2008)
 DV1283
 DV1283'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1352 ***********************************************************************
 DV1352  DESIGNATION -  U 476
 DV1352  PID         -  DV1352
 DV1352  STATE/COUNTY-  AZ/MARICOPA
 DV1352  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1352
 DV1352                         *CURRENT SURVEY CONTROL
 DV1352  ___________________________________________________________________
 DV1352* NAD 83(1986)-  33 31 43.     (N)    113 08 35.     (W)     SCALED    
 DV1352* NAVD 88     -       367.397  (meters)    1205.37   (feet)  ADJUSTED  
 DV1352  ___________________________________________________________________
 DV1352  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV1352  DYNAMIC HT  -         366.972 (meters)    1203.97  (feet)  COMP
 DV1352  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 DV1352
 DV1352  VERT ORDER  -  FIRST     CLASS II
 DV1352
 DV1352.The horizontal coordinates were scaled from a topographic map and have
 DV1352.an estimated accuracy of +/- 6 seconds.
 DV1352
 DV1352.The orthometric height was determined by differential leveling
 DV1352.and adjusted in June 1991.
 DV1352
 DV1352.The geoid height was determined by GEOID03.
 DV1352
 DV1352.The dynamic height is computed by dividing the NAVD 88
 DV1352.geopotential number by the normal gravity value computed on the
 DV1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1352.degrees latitude (g = 980.6199 gals.).
 DV1352
 DV1352.The modeled gravity was interpolated from observed gravity values.
 DV1352
 DV1352;                    North         East    Units  Estimated Accuracy
 DV1352;SPC AZ C     -   281,050.       99,450.      MT  (+/- 180 meters Scaled)
 DV1352
 DV1352                          SUPERSEDED SURVEY CONTROL
 DV1352
 DV1352.No superseded survey control is available for this station.
 DV1352
 DV1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC009119(NAD 83)
 DV1352_MARKER: I = METAL ROD
 DV1352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1352_SP_SET: STAINLESS STEEL ROD
 DV1352_STAMPING: U 476 1981
 DV1352_MARK LOGO: NGS   
 DV1352_PROJECTION: FLUSH
 DV1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1352_ROD/PIPE-DEPTH: 7.3  meters
 DV1352
 DV1352  HISTORY     - Date     Condition        Report By
 DV1352  HISTORY     - 1981     MONUMENTED       NGS
 DV1352
 DV1352                          STATION DESCRIPTION
 DV1352
 DV1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1352'20.2 KM (12.55 MI) NW FROM TONOPAH.
 DV1352'11 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1352'AT TONOPAH, THENCE 9.2 KM (5.7 MI) NORTHWEST ALONG SALOME ROAD, AT
 DV1352'THE SOUTH CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST
 DV1352'TO A 10 BY 14 FOOT WHITE CINDER BLOCK SUBSTATION BUILDING FOR A
 DV1352'BURRIED BELL TELEPHONE CABLE, ABOUT 166 PACES SOUTHEAST OF THE CENTER
 DV1352'OF A WASH AND A DIP IN THE ROAD, 9.7 METERS (32 FT) SOUTHWEST OF THE
 DV1352'CENTERLINE OF THE ROAD, 6.9 METERS (22.5 FT) SOUTHEAST OF THE
 DV1352'CENTERLINE OF THE GRAVEL ROAD, 79.9 METERS (262 FT) NORTHEAST OF THE
 DV1352'EAST CORNER OF THE BUILDING, 2.8 METERS (6 FT) NORTHWEST OF THE
 DV1352'EXTENDED SOUTHEAST FACE OF THE BUILDING, 0.8 METER (2.7 FT) SOUTHEAST
 DV1352'OF SUBSTATION SIGN POLE NUMBER 8 1/2.
 DV1352'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DV1352'THE MARK IS 0.4 M ABOVE SALOME ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1383 ***********************************************************************
 DV1383  DESIGNATION -  U 477
 DV1383  PID         -  DV1383
 DV1383  STATE/COUNTY-  AZ/LA PAZ
 DV1383  USGS QUAD   -  SALOME (1990)
 DV1383
 DV1383                         *CURRENT SURVEY CONTROL
 DV1383  ___________________________________________________________________
 DV1383* NAD 83(1986)-  33 46 58.     (N)    113 36 44.     (W)     SCALED    
 DV1383* NAVD 88     -       571.452  (meters)    1874.84   (feet)  ADJUSTED  
 DV1383  ___________________________________________________________________
 DV1383  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV1383  DYNAMIC HT  -         570.780 (meters)    1872.63  (feet)  COMP
 DV1383  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 DV1383
 DV1383  VERT ORDER  -  FIRST     CLASS II
 DV1383
 DV1383.The horizontal coordinates were scaled from a topographic map and have
 DV1383.an estimated accuracy of +/- 6 seconds.
 DV1383
 DV1383.The orthometric height was determined by differential leveling
 DV1383.and adjusted in June 1991.
 DV1383
 DV1383.The geoid height was determined by GEOID03.
 DV1383
 DV1383.The dynamic height is computed by dividing the NAVD 88
 DV1383.geopotential number by the normal gravity value computed on the
 DV1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1383.degrees latitude (g = 980.6199 gals.).
 DV1383
 DV1383.The modeled gravity was interpolated from observed gravity values.
 DV1383
 DV1383;                    North         East    Units  Estimated Accuracy
 DV1383;SPC AZ W     -   308,580.      226,120.      MT  (+/- 180 meters Scaled)
 DV1383
 DV1383                          SUPERSEDED SURVEY CONTROL
 DV1383
 DV1383.No superseded survey control is available for this station.
 DV1383
 DV1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC581411(NAD 83)
 DV1383_MARKER: DB = BENCH MARK DISK
 DV1383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV1383_SP_SET: CURB
 DV1383_STAMPING: U 477 1981
 DV1383_MARK LOGO: NGS   
 DV1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1383+STABILITY: SURFACE MOTION
 DV1383
 DV1383  HISTORY     - Date     Condition        Report By
 DV1383  HISTORY     - 1981     MONUMENTED       NGS
 DV1383  HISTORY     - 1981     GOOD             NGS
 DV1383  HISTORY     - 20080209 MARK NOT FOUND   GEOCAC
 DV1383
 DV1383                          STATION DESCRIPTION
 DV1383
 DV1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1383'0.2 KM (0.1 MI) NE FROM SALOME.
 DV1383'0.2 KM (0.1 MI) NORTHEAST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1383'SALOME ROAD AT SALOME, IN TOP OF THE CONCRETE CURB AT THE SOUTH CORNER
 DV1383'OF A BRIDGE OVER A DRY WASH, 5.2 METERS (17 FT) SOUTHEAST OF THE
 DV1383'CENTERLINE OF THE HIGHWAY, 4.1 METERS (13.5 FT) NORTHEAST OF THE
 DV1383'SOUTHWEST END OF THE SOUTH CONCRETE BANISTER, 0.35 METER (1.2 FT)
 DV1383'SOUTHWEST OF AZHD BENCH MARK 3032+85.59.
 DV1383'THE MARK IS 0.27 M ABOVE THE HIGHWAY.
 DV1383
 DV1383                          STATION RECOVERY (1981)
 DV1383
 DV1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1383'RECOVEED AS DESCRIBED.
 DV1383
 DV1383                          STATION RECOVERY (2008)
 DV1383
 DV1383'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1383'U.S. HIGHWAY 60 APPEARS TO HAVE BEEN WIDENED AT THIS POINT.
 DV1383'THE SIDES OF THE BRIDGE ARE NOW INDIVIDUALLY-CAST SECTIONS
 DV1383'OF JERSEY WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1309 ***********************************************************************
 DW1309  DESIGNATION -  U 478
 DW1309  PID         -  DW1309
 DW1309  STATE/COUNTY-  AZ/LA PAZ
 DW1309  USGS QUAD   -  QUARTZSITE (1990)
 DW1309
 DW1309                         *CURRENT SURVEY CONTROL
 DW1309  ___________________________________________________________________
 DW1309* NAD 83(1986)-  33 40 15.     (N)    114 09 17.     (W)     SCALED    
 DW1309* NAVD 88     -       331.764  (meters)    1088.46   (feet)  ADJUSTED  
 DW1309  ___________________________________________________________________
 DW1309  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DW1309  DYNAMIC HT  -         331.388 (meters)    1087.23  (feet)  COMP
 DW1309  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 DW1309
 DW1309  VERT ORDER  -  FIRST     CLASS II
 DW1309
 DW1309.The horizontal coordinates were scaled from a topographic map and have
 DW1309.an estimated accuracy of +/- 6 seconds.
 DW1309
 DW1309.The orthometric height was determined by differential leveling
 DW1309.and adjusted in June 1991.
 DW1309
 DW1309.The geoid height was determined by GEOID03.
 DW1309
 DW1309.The dynamic height is computed by dividing the NAVD 88
 DW1309.geopotential number by the normal gravity value computed on the
 DW1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1309.degrees latitude (g = 980.6199 gals.).
 DW1309
 DW1309.The modeled gravity was interpolated from observed gravity values.
 DW1309
 DW1309;                    North         East    Units  Estimated Accuracy
 DW1309;SPC AZ W     -   296,230.      175,830.      MT  (+/- 180 meters Scaled)
 DW1309
 DW1309                          SUPERSEDED SURVEY CONTROL
 DW1309
 DW1309.No superseded survey control is available for this station.
 DW1309
 DW1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT638292(NAD 83)
 DW1309_MARKER: DB = BENCH MARK DISK
 DW1309_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DW1309_SP_SET: CULVERT HEADWALL
 DW1309_STAMPING: U 478 1981
 DW1309_MARK LOGO: NGS   
 DW1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1309
 DW1309  HISTORY     - Date     Condition        Report By
 DW1309  HISTORY     - 1981     MONUMENTED       NGS
 DW1309  HISTORY     - 20090218 GOOD             GEOCAC
 DW1309
 DW1309                          STATION DESCRIPTION
 DW1309
 DW1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1309'6.0 KM (3.75 MI) EAST FROM QUARTZSITE.
 DW1309'6.0 KM (3.75 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1309'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.7 KM (0.45 MI) WEST OF HIGHWAY
 DW1309'MILEPOST 23, SET IN TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 10
 DW1309'X 10 FOOT BOX CULVERT UNDER THE HIGHWAY, 14.5 METERS (47.5 FT) SOUTH
 DW1309'OF THE CENTERLINE OF THE HIGHWAY.
 DW1309'THE MARK IS 1.5 M BELOW THE EAST-BOUND CENTERLINE.
 DW1309
 DW1309                          STATION RECOVERY (2009)
 DW1309
 DW1309'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW1309'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW1309'COORDINATES OF N 33 40 14.9 W 114 09 14.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1476 ***********************************************************************
 DV1476  DESIGNATION -  U 479
 DV1476  PID         -  DV1476
 DV1476  STATE/COUNTY-  AZ/LA PAZ
 DV1476  USGS QUAD   -  SALOME (1990)
 DV1476
 DV1476                         *CURRENT SURVEY CONTROL
 DV1476  ___________________________________________________________________
 DV1476* NAD 83(1986)-  33 48 55.     (N)    113 33 13.     (W)     SCALED    
 DV1476* NAVD 88     -       566.829  (meters)    1859.67   (feet)  ADJUSTED  
 DV1476  ___________________________________________________________________
 DV1476  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DV1476  DYNAMIC HT  -         566.161 (meters)    1857.48  (feet)  COMP
 DV1476  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DV1476
 DV1476  VERT ORDER  -  FIRST     CLASS II
 DV1476
 DV1476.The horizontal coordinates were scaled from a topographic map and have
 DV1476.an estimated accuracy of +/- 6 seconds.
 DV1476
 DV1476.The orthometric height was determined by differential leveling
 DV1476.and adjusted in June 1991.
 DV1476
 DV1476.The geoid height was determined by GEOID03.
 DV1476
 DV1476.The dynamic height is computed by dividing the NAVD 88
 DV1476.geopotential number by the normal gravity value computed on the
 DV1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1476.degrees latitude (g = 980.6199 gals.).
 DV1476
 DV1476.The modeled gravity was interpolated from observed gravity values.
 DV1476
 DV1476;                    North         East    Units  Estimated Accuracy
 DV1476;SPC AZ W     -   312,190.      231,540.      MT  (+/- 180 meters Scaled)
 DV1476
 DV1476                          SUPERSEDED SURVEY CONTROL
 DV1476
 DV1476.No superseded survey control is available for this station.
 DV1476
 DV1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC636446(NAD 83)
 DV1476_MARKER: I = METAL ROD
 DV1476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1476_SP_SET: STAINLESS STEEL ROD
 DV1476_STAMPING: U 479 1981
 DV1476_MARK LOGO: NGS   
 DV1476_PROJECTION: FLUSH
 DV1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1476_ROD/PIPE-DEPTH: 7.2  meters
 DV1476
 DV1476  HISTORY     - Date     Condition        Report By
 DV1476  HISTORY     - 1981     MONUMENTED       NGS
 DV1476
 DV1476                          STATION DESCRIPTION
 DV1476
 DV1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1476'1.3 KM (0.85 MI) SW FROM WENDEN.
 DV1476'1.3 KM (0.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 DV1476'THE WENDEN-LAKE ALAMO ROAD IN WENDEN, 0.55 KM (0.35 MI) SOUTHWEST OF
 DV1476'HIGHWAY MILEPOST 61, 0.4 KM (0.25 MI) NORTHEAST OF A T JUNCTION OF A
 DV1476'DIRT ROAD LEADING SOUTH TO THE CENTENIAL COUNTY PARK, 0.2 KM (0.1 MI)
 DV1476'NORTHWEST CROSS-COUNTRY FROM A LARGE GALVANIZED STEEL FARM SHED, 14.6
 DV1476'METERS (48.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.0
 DV1476'METERS (69.0 FT) NORTHEAST OF A BRACED ANGLE IRON FENCE POST IN THE
 DV1476'RIGHT-OF-WAY FENCE, 7.0 METERS (23.0 FT) SOUTHWEST OF A POWER LINE
 DV1476'POLE WITH THREE TRANSFORMERS, 1.8 METERS (6.0 FT) NORTHWEST OF A SHORT
 DV1476'UTILITY POLE WITH A ELECTRIC METER, 1.4 METERS (4.6 FT) NORTHWEST OF
 DV1476'THE RIGHT-OF-WAY FENCE.
 DV1476'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DV1476'THE MARK IS 0.6 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0034 ***********************************************************************
 GP0034  DESIGNATION -  U 48
 GP0034  PID         -  GP0034
 GP0034  STATE/COUNTY-  AZ/NAVAJO
 GP0034  USGS QUAD   -  KAYENTA WEST (1968)
 GP0034
 GP0034                         *CURRENT SURVEY CONTROL
 GP0034  ___________________________________________________________________
 GP0034* NAD 83(1986)-  36 42 02.     (N)    110 17 29.     (W)     SCALED    
 GP0034* NAVD 88     -      1768.456  (meters)    5802.01   (feet)  ADJUSTED  
 GP0034  ___________________________________________________________________
 GP0034  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 GP0034  DYNAMIC HT  -        1766.287 (meters)    5794.89  (feet)  COMP
 GP0034  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 GP0034
 GP0034  VERT ORDER  -  FIRST     CLASS II
 GP0034
 GP0034.The horizontal coordinates were scaled from a topographic map and have
 GP0034.an estimated accuracy of +/- 6 seconds.
 GP0034
 GP0034.The orthometric height was determined by differential leveling
 GP0034.and adjusted in June 1991.
 GP0034
 GP0034.The geoid height was determined by GEOID03.
 GP0034
 GP0034.The dynamic height is computed by dividing the NAVD 88
 GP0034.geopotential number by the normal gravity value computed on the
 GP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0034.degrees latitude (g = 980.6199 gals.).
 GP0034
 GP0034.The modeled gravity was interpolated from observed gravity values.
 GP0034
 GP0034;                    North         East    Units  Estimated Accuracy
 GP0034;SPC AZ E     -   632,250.      202,220.      MT  (+/- 180 meters Scaled)
 GP0034
 GP0034                          SUPERSEDED SURVEY CONTROL
 GP0034
 GP0034  NGVD 29 (??/??/92) 1767.513  (m)         5798.92   (f) ADJ UNCH    1 2
 GP0034
 GP0034.Superseded values are not recommended for survey control.
 GP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0034.See file dsdata.txt to determine how the superseded data were derived.
 GP0034
 GP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF632618(NAD 83)
 GP0034_MARKER: DB = BENCH MARK DISK
 GP0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0034_STAMPING: U 48 1934
 GP0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0034+STABILITY: SURFACE MOTION
 GP0034
 GP0034  HISTORY     - Date     Condition        Report By
 GP0034  HISTORY     - 1934     MONUMENTED       CGS
 GP0034  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0034
 GP0034                          STATION DESCRIPTION
 GP0034
 GP0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0034'2.9 MI SW FROM KAYENTA.
 GP0034'2.9 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0034'COUNTY, JUST WEST OF THE CROSSING OF A ROW OF POLES, 36 FEET SOUTH OF
 GP0034'THE CENTERLINE OF THE ROAD, AND IN LINE WITH THE ROW OF POLES.  A
 GP0034'STANDARD DISK, STAMPED U 48 1934 AND SET IN THE TOP OF A CONCRETE
 GP0034'POST.
 GP0034
 GP0034                          STATION RECOVERY (1983)
 GP0034
 GP0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0764 ***********************************************************************
 ET0764  DESIGNATION -  U 480
 ET0764  PID         -  ET0764
 ET0764  STATE/COUNTY-  AZ/LA PAZ
 ET0764  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0764
 ET0764                         *CURRENT SURVEY CONTROL
 ET0764  ___________________________________________________________________
 ET0764* NAD 83(1986)-  34 10 58.     (N)    113 29 12.     (W)     SCALED    
 ET0764* NAVD 88     -       541.572  (meters)    1776.81   (feet)  ADJUSTED  
 ET0764  ___________________________________________________________________
 ET0764  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 ET0764  DYNAMIC HT  -         540.958 (meters)    1774.79  (feet)  COMP
 ET0764  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 ET0764  OBS GRAVITY -     979,484.7   (mgal)                       GRAV_OBS
 ET0764
 ET0764  VERT ORDER  -  FIRST     CLASS II
 ET0764
 ET0764.The horizontal coordinates were scaled from a topographic map and have
 ET0764.an estimated accuracy of +/- 6 seconds.
 ET0764
 ET0764.The orthometric height was determined by differential leveling
 ET0764.and adjusted in June 1991.
 ET0764
 ET0764.The geoid height was determined by GEOID03.
 ET0764
 ET0764.The dynamic height is computed by dividing the NAVD 88
 ET0764.geopotential number by the normal gravity value computed on the
 ET0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0764.degrees latitude (g = 980.6199 gals.).
 ET0764
 ET0764.The modeled gravity was interpolated from observed gravity values.
 ET0764.The observed gravity was obtained from relative gravimeter ties
 ET0764.to the IGSN71 gravity network.
 ET0764
 ET0764;                    North         East    Units  Estimated Accuracy
 ET0764;SPC AZ W     -   352,970.      237,630.      MT  (+/- 180 meters Scaled)
 ET0764
 ET0764                          SUPERSEDED SURVEY CONTROL
 ET0764
 ET0764.No superseded survey control is available for this station.
 ET0764
 ET0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC708852(NAD 83)
 ET0764_MARKER: DB = BENCH MARK DISK
 ET0764_SETTING: 66 = SET IN ROCK OUTCROP
 ET0764_SP_SET: ROCK OUTCROP
 ET0764_STAMPING: U 480 1981
 ET0764_MARK LOGO: NGS   
 ET0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0764+STABILITY: POSITION/ELEVATION WELL
 ET0764
 ET0764  HISTORY     - Date     Condition        Report By
 ET0764  HISTORY     - 1981     MONUMENTED       NGS
 ET0764  HISTORY     - 19990306 GOOD             USPSQD
 ET0764  HISTORY     - 20081016 GOOD             GEOCAC
 ET0764
 ET0764                          STATION DESCRIPTION
 ET0764
 ET0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0764'14.9 KM (9.25 MI) SE FROM ALAMO LAKE.
 ET0764'14.9 KM (9.25 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0764'SOUTHEAST END OF ALAMO DAM, 0.1 KM (0.05 MI) SOUTHEAST OF THE
 ET0764'NORTHWEST END OF A ROAD CURVE, SET IN AN OUTCROP SHELF, 9.9 METERS
 ET0764'(32.5 FT) SOUTHEAST OF THE NORTHWEST END OF A ROCK CUT ON THE OUTSIDE
 ET0764'OF THE CURVE, 5.5 METERS (18.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 ET0764'ROAD, 125.6 METERS (412 FT) SOUTHEAST OF THE NORTHEAST END OF A
 ET0764'24-INCH CORRUGATED PIPE CULVERT FOR A WASH UNDER THE ROAD, 20.9 METERS
 ET0764'(68.5 FT) SOUTHEAST OF THE CENTERLINE OF A TACK ROAD LEADING EAST TO
 ET0764'THE TOP OF THE CUT.
 ET0764'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ET0764'THE MARK IS 0.6 M ABOVE THE ROAD CENTERLINE.
 ET0764
 ET0764                          STATION RECOVERY (1999)
 ET0764
 ET0764'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0764'RECOVERED IN GOOD CONDITION.
 ET0764
 ET0764                          STATION RECOVERY (2008)
 ET0764
 ET0764'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0764'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0764' 
 ET0764'N 34 10.983'  W 113 29.216'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0804 ***********************************************************************
 ET0804  DESIGNATION -  U 481
 ET0804  PID         -  ET0804
 ET0804  STATE/COUNTY-  AZ/MOHAVE
 ET0804  USGS QUAD   -  SIGNAL (1990)
 ET0804
 ET0804                         *CURRENT SURVEY CONTROL
 ET0804  ___________________________________________________________________
 ET0804* NAD 83(1986)-  34 26 00.     (N)    113 44 10.     (W)     SCALED    
 ET0804* NAVD 88     -       726.892  (meters)    2384.81   (feet)  ADJUSTED  
 ET0804  ___________________________________________________________________
 ET0804  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 ET0804  DYNAMIC HT  -         726.044 (meters)    2382.03  (feet)  COMP
 ET0804  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 ET0804
 ET0804  VERT ORDER  -  FIRST     CLASS II
 ET0804
 ET0804.The horizontal coordinates were scaled from a topographic map and have
 ET0804.an estimated accuracy of +/- 6 seconds.
 ET0804
 ET0804.The orthometric height was determined by differential leveling
 ET0804.and adjusted in June 1991.
 ET0804
 ET0804.The geoid height was determined by GEOID03.
 ET0804
 ET0804.The dynamic height is computed by dividing the NAVD 88
 ET0804.geopotential number by the normal gravity value computed on the
 ET0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0804.degrees latitude (g = 980.6199 gals.).
 ET0804
 ET0804.The modeled gravity was interpolated from observed gravity values.
 ET0804
 ET0804;                    North         East    Units  Estimated Accuracy
 ET0804;SPC AZ W     -   380,730.      214,640.      MT  (+/- 180 meters Scaled)
 ET0804
 ET0804                          SUPERSEDED SURVEY CONTROL
 ET0804
 ET0804.No superseded survey control is available for this station.
 ET0804
 ET0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD485136(NAD 83)
 ET0804_MARKER: DB = BENCH MARK DISK
 ET0804_SETTING: 66 = SET IN ROCK OUTCROP
 ET0804_SP_SET: ROCK OUTCROP
 ET0804_STAMPING: U 481 1981
 ET0804_MARK LOGO: NGS   
 ET0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0804+STABILITY: POSITION/ELEVATION WELL
 ET0804
 ET0804  HISTORY     - Date     Condition        Report By
 ET0804  HISTORY     - 1981     MONUMENTED       NGS
 ET0804
 ET0804                          STATION DESCRIPTION
 ET0804
 ET0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0804'67.2 KM (41.75 MI) SE FROM YUCCA.
 ET0804'67.2 KM (41.75 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0804'INTERSTATE HIGHWAY 40 IN YUCCA, 0.2 KM (0.1 MI) SOUTHWEST OF A
 ET0804'GALVANIZED STEEL WATER TANK, AT THE NORTHEAST END OF A SLIGHT CURVE
 ET0804'AND THE BOTTOM OF A SLIGHT GRADE, SET IN TOP OF A REDISH BROWN ROCK
 ET0804'OUTCROP ON THE NORTHWEST SLOPE OF A HIGH RIDGE, 5.0 METERS (16.5 FT)
 ET0804'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 21.4 METERS (70.0 FT)
 ET0804'SOUTHEAST OF THE CENTERLINE OF A DRY WASH THAT CROSSES THE ROAD.
 ET0804'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 ET0804'THE MARK IS 1.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0195 ***********************************************************************
 GQ0195  DESIGNATION -  U 482
 GQ0195  PID         -  GQ0195
 GQ0195  STATE/COUNTY-  AZ/COCONINO
 GQ0195  USGS QUAD   -  PHANTOM RANCH (1988)
 GQ0195
 GQ0195                         *CURRENT SURVEY CONTROL
 GQ0195  ___________________________________________________________________
 GQ0195* NAD 83(1986)-  36 03 45.     (N)    112 06 35.     (W)     SCALED    
 GQ0195* NAVD 88     -      2170.548  (meters)    7121.21   (feet)  POSTED    
 GQ0195  ___________________________________________________________________
 GQ0195  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 GQ0195  DYNAMIC HT  -        2167.630 (meters)    7111.63  (feet)  COMP
 GQ0195  MODELED GRAV-     979,209.3   (mgal)                       NAVD 88
 GQ0195
 GQ0195  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0195
 GQ0195.The horizontal coordinates were scaled from a topographic map and have
 GQ0195.an estimated accuracy of +/- 6 seconds.
 GQ0195
 GQ0195.The orthometric height was determined by differential leveling
 GQ0195.and adjusted by the  in 1992.
 GQ0195.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0195.rate of 0.0 thru 1.0 mm/km.
 GQ0195
 GQ0195.The geoid height was determined by GEOID03.
 GQ0195
 GQ0195.The dynamic height is computed by dividing the NAVD 88
 GQ0195.geopotential number by the normal gravity value computed on the
 GQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0195.degrees latitude (g = 980.6199 gals.).
 GQ0195
 GQ0195.The modeled gravity was interpolated from observed gravity values.
 GQ0195
 GQ0195;                    North         East    Units  Estimated Accuracy
 GQ0195;SPC AZ C     -   561,460.      195,970.      MT  (+/- 180 meters Scaled)
 GQ0195
 GQ0195                          SUPERSEDED SURVEY CONTROL
 GQ0195
 GQ0195.No superseded survey control is available for this station.
 GQ0195
 GQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE000914(NAD 83)
 GQ0195_MARKER: DB = BENCH MARK DISK
 GQ0195_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0195_SP_SET: ROCK OUTCROP
 GQ0195_STAMPING: U 482 1981
 GQ0195_MARK LOGO: NGS   
 GQ0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0195+STABILITY: POSITION/ELEVATION WELL
 GQ0195
 GQ0195  HISTORY     - Date     Condition        Report By
 GQ0195  HISTORY     - 1981     MONUMENTED       NGS
 GQ0195  HISTORY     - 20060511 GOOD             GEOCAC
 GQ0195
 GQ0195                          STATION DESCRIPTION
 GQ0195
 GQ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GQ0195'3.2 KM (2.0 MI) EAST FROM GRAND CANYON VILLAGE.
 GQ0195'3.2 KM (2.0 MI) EAST ALONG THE SOUTH ENTRANCE ROAD FROM THE JUNCTION
 GQ0195'OF THE EAST END OF THE VILLAGE LOOP ROAD AT GRAND CANYON VILLAGE,
 GQ0195'IN TOP OF A SANDSTONE LEDGE ON THE OUTSIDE OF A CURVE IN THE PIPE
 GQ0195'GUARD RAIL FENCE, AT THE NORTHWEST ENTRANCE TO MATUERS POINT, 44.2
 GQ0195'METERS (145 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 48 METERS
 GQ0195'(160 FT) WEST OF THE CENTER OF THE STAIRWAY LEADING TO THE MOST
 GQ0195'NORTHWESTERLY OVERLOOK POINT, 24 METERS (78.8 FT) EAST OF THE
 GQ0195'WESTERLY END OF THE OVERLOOK FENCE, 0.25 METER (0.8 FT) NORTH OF THE
 GQ0195'FENCE.
 GQ0195'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
 GQ0195
 GQ0195                          STATION RECOVERY (2006)
 GQ0195
 GQ0195'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 GQ0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0782 ***********************************************************************
 EU0782  DESIGNATION -  U 484
 EU0782  PID         -  EU0782
 EU0782  STATE/COUNTY-  AZ/MOHAVE
 EU0782  USGS QUAD   -  YUCCA (1970)
 EU0782
 EU0782                         *CURRENT SURVEY CONTROL
 EU0782  ___________________________________________________________________
 EU0782* NAD 83(1986)-  34 50 10.     (N)    114 08 44.     (W)     SCALED    
 EU0782* NAVD 88     -       534.834  (meters)    1754.70   (feet)  ADJUSTED  
 EU0782  ___________________________________________________________________
 EU0782  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 EU0782  DYNAMIC HT  -         534.238 (meters)    1752.75  (feet)  COMP
 EU0782  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 EU0782
 EU0782  VERT ORDER  -  FIRST     CLASS II
 EU0782
 EU0782.The horizontal coordinates were scaled from a topographic map and have
 EU0782.an estimated accuracy of +/- 6 seconds.
 EU0782
 EU0782.The orthometric height was determined by differential leveling
 EU0782.and adjusted in June 1991.
 EU0782
 EU0782.The geoid height was determined by GEOID03.
 EU0782
 EU0782.The dynamic height is computed by dividing the NAVD 88
 EU0782.geopotential number by the normal gravity value computed on the
 EU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0782.degrees latitude (g = 980.6199 gals.).
 EU0782
 EU0782.The modeled gravity was interpolated from observed gravity values.
 EU0782
 EU0782;                    North         East    Units  Estimated Accuracy
 EU0782;SPC AZ W     -   425,480.      177,180.      MT  (+/- 180 meters Scaled)
 EU0782
 EU0782                          SUPERSEDED SURVEY CONTROL
 EU0782
 EU0782.No superseded survey control is available for this station.
 EU0782
 EU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU610585(NAD 83)
 EU0782_MARKER: DB = BENCH MARK DISK
 EU0782_SETTING: 66 = SET IN ROCK OUTCROP
 EU0782_SP_SET: ROCK OUTCROP
 EU0782_STAMPING: U 484 1981
 EU0782_MARK LOGO: NGS   
 EU0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0782+STABILITY: POSITION/ELEVATION WELL
 EU0782
 EU0782  HISTORY     - Date     Condition        Report By
 EU0782  HISTORY     - 1981     MONUMENTED       NGS
 EU0782
 EU0782                          STATION DESCRIPTION
 EU0782
 EU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0782'3.1 KM (1.95 MI) SW FROM YUCCA.
 EU0782'3.1 KM (1.95 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0782'ROAD OVERPASS IN YUCCA, IN TOP OF A GRANITE OUTCROP AT THE NORTH END
 EU0782'OF A REST AREA BETWEEN TWO DRY WASHES, 13.8 METERS (45.5 FT) WEST OF
 EU0782'THE CENTERLINE OF THE WEST BOUND LANES, 31.4 METERS (113 FT) NORTHEAST
 EU0782'OF BENCH MARK F 391, 51.7 METERS (169.5 FT) EAST OF THE RIGHT OF WAY
 EU0782'FENCE.
 EU0782'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EU0782'THE MARK IS 0.3 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0959 ***********************************************************************
 FS0959  DESIGNATION -  U 485
 FS0959  PID         -  FS0959
 FS0959  STATE/COUNTY-  AZ/MOHAVE
 FS0959  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0959
 FS0959                         *CURRENT SURVEY CONTROL
 FS0959  ___________________________________________________________________
 FS0959* NAD 83(1986)-  35 52 01.     (N)    114 36 17.     (W)     SCALED    
 FS0959* NAVD 88     -       574.673  (meters)    1885.41   (feet)  ADJUSTED  
 FS0959  ___________________________________________________________________
 FS0959  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0959  DYNAMIC HT  -         574.092 (meters)    1883.50  (feet)  COMP
 FS0959  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 FS0959
 FS0959  VERT ORDER  -  FIRST     CLASS II
 FS0959
 FS0959.The horizontal coordinates were scaled from a topographic map and have
 FS0959.an estimated accuracy of +/- 6 seconds.
 FS0959
 FS0959.The orthometric height was determined by differential leveling
 FS0959.and adjusted in June 1991.
 FS0959
 FS0959.The geoid height was determined by GEOID03.
 FS0959
 FS0959.The dynamic height is computed by dividing the NAVD 88
 FS0959.geopotential number by the normal gravity value computed on the
 FS0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0959.degrees latitude (g = 980.6199 gals.).
 FS0959
 FS0959.The modeled gravity was interpolated from observed gravity values.
 FS0959
 FS0959;                    North         East    Units  Estimated Accuracy
 FS0959;SPC AZ W     -   540,110.      136,170.      MT  (+/- 180 meters Scaled)
 FS0959
 FS0959                          SUPERSEDED SURVEY CONTROL
 FS0959
 FS0959.No superseded survey control is available for this station.
 FS0959
 FS0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV162718(NAD 83)
 FS0959_MARKER: DB = BENCH MARK DISK
 FS0959_SETTING: 66 = SET IN ROCK OUTCROP
 FS0959_SP_SET: ROCK OUTCROP
 FS0959_STAMPING: U 485 1981
 FS0959_MARK LOGO: NGS   
 FS0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0959+STABILITY: POSITION/ELEVATION WELL
 FS0959
 FS0959  HISTORY     - Date     Condition        Report By
 FS0959  HISTORY     - 1981     MONUMENTED       NGS
 FS0959
 FS0959                          STATION DESCRIPTION
 FS0959
 FS0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0959'22.6 KM (14.05 MI) SE FROM HOOVER DAM.
 FS0959'22.6 KM (14.05 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0959'END OF HOOVER DAM, IN TOP OF AN OUTCROP IN A ROCK CUT, 11.7 METERS
 FS0959'(38.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11 METERS (36
 FS0959'FT) NORTH OF MILEPOST 14, 17.7 METERS (58 FT) SOUTHEAST OF THE
 FS0959'NORTHWEST END OF THE CUT, 19.5 METERS (64 FT) SOUTHEAST OF THE
 FS0959'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 24-INCH METAL PIPE
 FS0959'CULVERT.
 FS0959'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 FS0959'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0696 ***********************************************************************
 FR0696  DESIGNATION -  U 486
 FR0696  PID         -  FR0696
 FR0696  STATE/COUNTY-  AZ/MOHAVE
 FR0696  USGS QUAD   -  HACKBERRY (1977)
 FR0696
 FR0696                         *CURRENT SURVEY CONTROL
 FR0696  ___________________________________________________________________
 FR0696* NAD 83(1986)-  35 22 05.     (N)    113 42 54.     (W)     SCALED    
 FR0696* NAVD 88     -      1111.767  (meters)    3647.52   (feet)  ADJUSTED  
 FR0696  ___________________________________________________________________
 FR0696  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FR0696  DYNAMIC HT  -        1110.433 (meters)    3643.15  (feet)  COMP
 FR0696  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 FR0696
 FR0696  VERT ORDER  -  FIRST     CLASS II
 FR0696
 FR0696.The horizontal coordinates were scaled from a topographic map and have
 FR0696.an estimated accuracy of +/- 6 seconds.
 FR0696
 FR0696.The orthometric height was determined by differential leveling
 FR0696.and adjusted in June 1991.
 FR0696
 FR0696.The geoid height was determined by GEOID03.
 FR0696
 FR0696.The dynamic height is computed by dividing the NAVD 88
 FR0696.geopotential number by the normal gravity value computed on the
 FR0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0696.degrees latitude (g = 980.6199 gals.).
 FR0696
 FR0696.The modeled gravity was interpolated from observed gravity values.
 FR0696
 FR0696;                    North         East    Units  Estimated Accuracy
 FR0696;SPC AZ W     -   484,420.      216,540.      MT  (+/- 180 meters Scaled)
 FR0696
 FR0696                          SUPERSEDED SURVEY CONTROL
 FR0696
 FR0696.No superseded survey control is available for this station.
 FR0696
 FR0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE533172(NAD 83)
 FR0696_MARKER: DB = BENCH MARK DISK
 FR0696_SETTING: 66 = SET IN ROCK OUTCROP
 FR0696_SP_SET: ROCK OUTCROP
 FR0696_STAMPING: U 486 1982
 FR0696_MARK LOGO: NGS   
 FR0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0696+STABILITY: POSITION/ELEVATION WELL
 FR0696
 FR0696  HISTORY     - Date     Condition        Report By
 FR0696  HISTORY     - 1982     MONUMENTED       NGS
 FR0696
 FR0696                          STATION DESCRIPTION
 FR0696
 FR0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0696'36.2 KM (22.5 MI) SW FROM PEACH SPRINGS.
 FR0696'36.2 KM (22.5 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0696'OFFICE AT PEACH SPRINGS, 0.48 KM (0.3 MILE) EAST OF HIGHWAY MILEPOST
 FR0696'81, 54.8 METERS (180.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 FR0696'HIGHWAY, 35.7 METERS (117.0 FEET) WEST OF THE CENTER OF A DRIVEWAY,
 FR0696'17.6 METERS (58.0 FEET) NORTHEAST OF A POWER POLE, IN TOP OF THE
 FR0696'EXPOSED PORTION OF OUTCROP LEVEL WITH THE HIGHWAY AND NEAR AN
 FR0696'ABANDONED BUILDING.
 FR0696'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0722 ***********************************************************************
 FR0722  DESIGNATION -  U 487
 FR0722  PID         -  FR0722
 FR0722  STATE/COUNTY-  AZ/MOHAVE
 FR0722  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0722
 FR0722                         *CURRENT SURVEY CONTROL
 FR0722  ___________________________________________________________________
 FR0722* NAD 83(1986)-  35 32 00.     (N)    113 25 12.     (W)     SCALED    
 FR0722* NAVD 88     -      1489.847  (meters)    4887.94   (feet)  ADJUSTED  
 FR0722  ___________________________________________________________________
 FR0722  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FR0722  DYNAMIC HT  -        1487.979 (meters)    4881.81  (feet)  COMP
 FR0722  MODELED GRAV-     979,327.3   (mgal)                       NAVD 88
 FR0722
 FR0722  VERT ORDER  -  FIRST     CLASS II
 FR0722
 FR0722.The horizontal coordinates were scaled from a topographic map and have
 FR0722.an estimated accuracy of +/- 6 seconds.
 FR0722
 FR0722.The orthometric height was determined by differential leveling
 FR0722.and adjusted in June 1991.
 FR0722
 FR0722.The geoid height was determined by GEOID03.
 FR0722
 FR0722.The dynamic height is computed by dividing the NAVD 88
 FR0722.geopotential number by the normal gravity value computed on the
 FR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0722.degrees latitude (g = 980.6199 gals.).
 FR0722
 FR0722.The modeled gravity was interpolated from observed gravity values.
 FR0722
 FR0722;                    North         East    Units  Estimated Accuracy
 FR0722;SPC AZ W     -   502,810.      243,290.      MT  (+/- 180 meters Scaled)
 FR0722
 FR0722                          SUPERSEDED SURVEY CONTROL
 FR0722
 FR0722.No superseded survey control is available for this station.
 FR0722
 FR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE805348(NAD 83)
 FR0722_MARKER: DB = BENCH MARK DISK
 FR0722_SETTING: 66 = SET IN ROCK OUTCROP
 FR0722_SP_SET: ROCK OUTCROP
 FR0722_STAMPING: U 487 1982
 FR0722_MARK LOGO: NGS   
 FR0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0722+STABILITY: POSITION/ELEVATION WELL
 FR0722
 FR0722  HISTORY     - Date     Condition        Report By
 FR0722  HISTORY     - 1982     MONUMENTED       NGS
 FR0722
 FR0722                          STATION DESCRIPTION
 FR0722
 FR0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0722'1.0 KM (0.6 MI) NE FROM PEACH SPRINGS.
 FR0722'1.0 KM (0.6 MILE) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0722'AT PEACH SPRINGS, 0.2 KM (0.15 MILES) SOUTH OF HIGHWAY MILEPOST 104,
 FR0722'9.1 METERS (30.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.8
 FR0722'METERS (6.0 FEET) WEST OF THE WEST FACE OF A HIGHWAY CUT, IN TOP OF A
 FR0722'MASSIVE PORTION OF A LIMESTONE OUTCROP LEDGE PROJECTING FROM THE BASE
 FR0722'OF A HIGH ROCKY HIGHWAY CUT.
 FR0722'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0756 ***********************************************************************
 FR0756  DESIGNATION -  U 488
 FR0756  PID         -  FR0756
 FR0756  STATE/COUNTY-  AZ/YAVAPAI
 FR0756  USGS QUAD   -  CROOKTON (1973)
 FR0756
 FR0756                         *CURRENT SURVEY CONTROL
 FR0756  ___________________________________________________________________
 FR0756* NAD 83(1986)-  35 16 45.     (N)    112 41 51.     (W)     SCALED    
 FR0756* NAVD 88     -      1751.164  (meters)    5745.28   (feet)  ADJUSTED  
 FR0756  ___________________________________________________________________
 FR0756  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 FR0756  DYNAMIC HT  -        1748.793 (meters)    5737.50  (feet)  COMP
 FR0756  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 FR0756
 FR0756  VERT ORDER  -  FIRST     CLASS II
 FR0756
 FR0756.The horizontal coordinates were scaled from a topographic map and have
 FR0756.an estimated accuracy of +/- 6 seconds.
 FR0756
 FR0756.The orthometric height was determined by differential leveling
 FR0756.and adjusted in June 1991.
 FR0756
 FR0756.The geoid height was determined by GEOID03.
 FR0756
 FR0756.The dynamic height is computed by dividing the NAVD 88
 FR0756.geopotential number by the normal gravity value computed on the
 FR0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0756.degrees latitude (g = 980.6199 gals.).
 FR0756
 FR0756.The modeled gravity was interpolated from observed gravity values.
 FR0756
 FR0756;                    North         East    Units  Estimated Accuracy
 FR0756;SPC AZ C     -   474,820.      142,330.      MT  (+/- 180 meters Scaled)
 FR0756
 FR0756                          SUPERSEDED SURVEY CONTROL
 FR0756
 FR0756.No superseded survey control is available for this station.
 FR0756
 FR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE456053(NAD 83)
 FR0756_MARKER: DB = BENCH MARK DISK
 FR0756_SETTING: 66 = SET IN ROCK OUTCROP
 FR0756_SP_SET: ROCK OUTCROP
 FR0756_STAMPING: U 488 1982
 FR0756_MARK LOGO: NGS   
 FR0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0756+STABILITY: POSITION/ELEVATION WELL
 FR0756
 FR0756  HISTORY     - Date     Condition        Report By
 FR0756  HISTORY     - 1982     MONUMENTED       NGS
 FR0756
 FR0756                          STATION DESCRIPTION
 FR0756
 FR0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0756'17.5 KM (10.9 MI) EAST FROM SELIGMAN.
 FR0756'17.5 KM (10.9 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0756'AND SANTA FE RAILROAD STATION IN SELIGMAN, 0.05 MI WEST OF THE EAST
 FR0756'END OF A HIGH ROCKY HIGHWAY CUT, AT THE EAST END OF A PULLOUT AREA, IN
 FR0756'TOP OF A 1 BY 1 FOOT EXPOSED PORTION OF A MASSIVE VOLCANIC OUTCROP,
 FR0756'22.8 METERS (75 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7
 FR0756'METERS (45 FT)SOUTHWEST OF THE CENTERLINE OF THE PULLOUT ROAD.
 FR0756'THE MARK IS 4 METERS  NE FROM A WITNESS POST.
 FR0756'THE MARK IS 2 M BELOW THE PULLOUT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0782 ***********************************************************************
 FR0782  DESIGNATION -  U 489
 FR0782  PID         -  FR0782
 FR0782  STATE/COUNTY-  AZ/COCONINO
 FR0782  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0782
 FR0782                         *CURRENT SURVEY CONTROL
 FR0782  ___________________________________________________________________
 FR0782* NAD 83(1986)-  35 15 27.     (N)    112 08 01.     (W)     SCALED    
 FR0782* NAVD 88     -      2118.035  (meters)    6948.92   (feet)  ADJUSTED  
 FR0782  ___________________________________________________________________
 FR0782  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0782  DYNAMIC HT  -        2115.046 (meters)    6939.11  (feet)  COMP
 FR0782  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 FR0782
 FR0782  VERT ORDER  -  FIRST     CLASS II
 FR0782
 FR0782.The horizontal coordinates were scaled from a topographic map and have
 FR0782.an estimated accuracy of +/- 6 seconds.
 FR0782
 FR0782.The orthometric height was determined by differential leveling
 FR0782.and adjusted in June 1991.
 FR0782
 FR0782.The geoid height was determined by GEOID03.
 FR0782
 FR0782.The dynamic height is computed by dividing the NAVD 88
 FR0782.geopotential number by the normal gravity value computed on the
 FR0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0782.degrees latitude (g = 980.6199 gals.).
 FR0782
 FR0782.The modeled gravity was interpolated from observed gravity values.
 FR0782
 FR0782;                    North         East    Units  Estimated Accuracy
 FR0782;SPC AZ C     -   472,160.      193,620.      MT  (+/- 180 meters Scaled)
 FR0782
 FR0782                          SUPERSEDED SURVEY CONTROL
 FR0782
 FR0782.No superseded survey control is available for this station.
 FR0782
 FR0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE968021(NAD 83)
 FR0782_MARKER: DB = BENCH MARK DISK
 FR0782_SETTING: 66 = SET IN ROCK OUTCROP
 FR0782_SP_SET: ROCK OUTCROP
 FR0782_STAMPING: U 489 1982
 FR0782_MARK LOGO: NGS   
 FR0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0782+STABILITY: POSITION/ELEVATION WELL
 FR0782
 FR0782  HISTORY     - Date     Condition        Report By
 FR0782  HISTORY     - 1982     MONUMENTED       NGS
 FR0782
 FR0782                          STATION DESCRIPTION
 FR0782
 FR0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0782'5.9 KM (3.7 MI) EAST FROM WILLIAMS.
 FR0782'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0782'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 1.9 KM (1.2 MI) EAST
 FR0782'ALONG INTERSTATE HIGHWAY 40, IN THE TOP OF A 4 BY 6 FOOT PORTION OF
 FR0782'EXPOSSED MASSIVE VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND,
 FR0782'1.0 KM (0.6 MI) WEST OF AN OVERPASS, 0.2 KM (0.1 MI) WEST OF MILEPOST
 FR0782'167, 18.2 METERS (60 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 FR0782'TRAFFIC LANES, 27.4 METERS (90 FT) NORTH OF THE RIGHT-OF-WAY FENCE,
 FR0782'9.1 METERS (30 FT) NORTH OF BENCH MARK B 341.
 FR0782'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 FR0782'THE MARK IS 2 M ABOVE THE EAST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0058 ***********************************************************************
 GP0058  DESIGNATION -  U 49
 GP0058  PID         -  GP0058
 GP0058  STATE/COUNTY-  AZ/COCONINO
 GP0058  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0058
 GP0058                         *CURRENT SURVEY CONTROL
 GP0058  ___________________________________________________________________
 GP0058* NAD 83(1986)-  36 22 31.     (N)    110 53 30.     (W)     SCALED    
 GP0058* NAVD 88     -      1709.428  (meters)    5608.35   (feet)  ADJUSTED  
 GP0058  ___________________________________________________________________
 GP0058  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 GP0058  DYNAMIC HT  -        1707.294 (meters)    5601.35  (feet)  COMP
 GP0058  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 GP0058
 GP0058  VERT ORDER  -  FIRST     CLASS II
 GP0058
 GP0058.The horizontal coordinates were scaled from a topographic map and have
 GP0058.an estimated accuracy of +/- 6 seconds.
 GP0058
 GP0058.The orthometric height was determined by differential leveling
 GP0058.and adjusted in June 1991.
 GP0058
 GP0058.The geoid height was determined by GEOID03.
 GP0058
 GP0058.The dynamic height is computed by dividing the NAVD 88
 GP0058.geopotential number by the normal gravity value computed on the
 GP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0058.degrees latitude (g = 980.6199 gals.).
 GP0058
 GP0058.The modeled gravity was interpolated from observed gravity values.
 GP0058
 GP0058;                    North         East    Units  Estimated Accuracy
 GP0058;SPC AZ C     -   596,640.      305,330.      MT  (+/- 180 meters Scaled)
 GP0058
 GP0058                          SUPERSEDED SURVEY CONTROL
 GP0058
 GP0058  NGVD 29 (??/??/92) 1708.463  (m)         5605.18   (f) ADJ UNCH    1 2
 GP0058
 GP0058.Superseded values are not recommended for survey control.
 GP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0058.See file dsdata.txt to determine how the superseded data were derived.
 GP0058
 GP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF097255(NAD 83)
 GP0058_MARKER: DB = BENCH MARK DISK
 GP0058_SETTING: 0 = UNSPECIFIED SETTING
 GP0058_STAMPING: U 49 1934
 GP0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0058
 GP0058  HISTORY     - Date     Condition        Report By
 GP0058  HISTORY     - 1934     MONUMENTED       CGS
 GP0058  HISTORY     - 1970     GOOD             USGS
 GP0058  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0058
 GP0058                          STATION DESCRIPTION
 GP0058
 GP0058'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0058'4.7 MI NE FROM TONALEA.
 GP0058'4.7 MILES NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO COUNTY,
 GP0058'1.5 MILE SOUTHWEST ALONG U.S. HWY. 164 FROM COW SPRINGS WASH BRIDGE,
 GP0058'ON SOUTHEAST SIDE OF HIGHWAY, IN LINE WITH A LINE OF TELEPHONE POLES
 GP0058'THAT PARALLELS HIGHWAY, IN LINE WITH A LINE OF TELEPHONE 109 FEET
 GP0058'SOUTHEAST OF CENTERLINE OF HIGHWAY, 21 FEET NORTHEAST OF A POLE.
 GP0058
 GP0058                          STATION RECOVERY (1983)
 GP0058
 GP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0389 ***********************************************************************
 FQ0389  DESIGNATION -  U 490
 FQ0389  PID         -  FQ0389
 FQ0389  STATE/COUNTY-  AZ/COCONINO
 FQ0389  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0389
 FQ0389                         *CURRENT SURVEY CONTROL
 FQ0389  ___________________________________________________________________
 FQ0389* NAD 83(1986)-  35 11 31.     (N)    111 43 52.     (W)     SCALED    
 FQ0389* NAVD 88     -      2219.865  (meters)    7283.01   (feet)  ADJUSTED  
 FQ0389  ___________________________________________________________________
 FQ0389  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FQ0389  DYNAMIC HT  -        2216.692 (meters)    7272.60  (feet)  COMP
 FQ0389  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 FQ0389
 FQ0389  VERT ORDER  -  FIRST     CLASS II
 FQ0389
 FQ0389.The horizontal coordinates were scaled from a topographic map and have
 FQ0389.an estimated accuracy of +/- 6 seconds.
 FQ0389
 FQ0389.The orthometric height was determined by differential leveling
 FQ0389.and adjusted in June 1991.
 FQ0389
 FQ0389.The geoid height was determined by GEOID03.
 FQ0389
 FQ0389.The dynamic height is computed by dividing the NAVD 88
 FQ0389.geopotential number by the normal gravity value computed on the
 FQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0389.degrees latitude (g = 980.6199 gals.).
 FQ0389
 FQ0389.The modeled gravity was interpolated from observed gravity values.
 FQ0389
 FQ0389;                    North         East    Units  Estimated Accuracy
 FQ0389;SPC AZ C     -   464,880.      230,260.      MT  (+/- 180 meters Scaled)
 FQ0389
 FQ0389                          SUPERSEDED SURVEY CONTROL
 FQ0389
 FQ0389.No superseded survey control is available for this station.
 FQ0389
 FQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334945(NAD 83)
 FQ0389_MARKER: DB = BENCH MARK DISK
 FQ0389_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0389_SP_SET: ROCK OUTCROP
 FQ0389_STAMPING: U 490 1982
 FQ0389_MARK LOGO: NGS   
 FQ0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0389+STABILITY: POSITION/ELEVATION WELL
 FQ0389
 FQ0389  HISTORY     - Date     Condition        Report By
 FQ0389  HISTORY     - 1982     MONUMENTED       NGS
 FQ0389  HISTORY     - 1982     GOOD             NGS
 FQ0389  HISTORY     - 1982     GOOD             NGS
 FQ0389  HISTORY     - 1983     GOOD             NGS
 FQ0389
 FQ0389                          STATION DESCRIPTION
 FQ0389
 FQ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0389'6.6 KM (4.1 MI) WEST FROM FLAGSTAFF.
 FQ0389'6.6 KM (4.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FQ0389'INTERSTATE HIGHWAY 17 IN FLAGSTAFF, 0.6 KM (0.4 MI) NORTHWEST OF THE
 FQ0389'191 EXIT UNDERPASS, LOCATED AT A POINT WHERE US HIGHWAY 66 WEST BOUND
 FQ0389'TRAFFIC MEETS INTERSTATE HIGHWAY 40 WEST BOUND TRAFFIC LANES, AT THE
 FQ0389'CROSSING OF A POWER LINE, ABOUT 0.2 MILE NORTHWEST OF OFF RAMP AND AN
 FQ0389'OVERHEAD SIGN READING BUS 40 89 NORTH FLAGSTAFF GRAND CYN EXIT 191, IN
 FQ0389'TOP OF A 6 BY 6 FOOT VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE
 FQ0389'GROUND AT THE LOWER EDGE OF AND NORTHWEST END OF A HIGHWAY CUT, AT THE
 FQ0389'WEST END OF AN ABANDON PORTION OF (OLD ALIGNMENT) A PAVEMENT CROSSING
 FQ0389'MEDIAN STRIP, 91.4 METERS (300 FT) SOUTHEAST OF A SIGN READING EXIT
 FQ0389'191 0.25 MILE, 50.2 METERS (165 FT) SOUTHWEST OF THE EXTENDED CENTER
 FQ0389'LINE OF THE WEST BOUND LANE OF US HIGHWAY 66, 15.5 METERS (51 FT)
 FQ0389'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 14.9
 FQ0389'METERS (49 FT) EAST OF AN ELECTRICAL POLE WITH METAL BOX 5051R.
 FQ0389'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 FQ0389
 FQ0389                          STATION RECOVERY (1982)
 FQ0389
 FQ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0389'RECOVERED IN GOOD CONDITION.
 FQ0389
 FQ0389                          STATION RECOVERY (1982)
 FQ0389
 FQ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0389'RECOVERED IN GOOD CONDITION.
 FQ0389
 FQ0389                          STATION RECOVERY (1983)
 FQ0389
 FQ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0645 ***********************************************************************
 ES0645  DESIGNATION -  U 491
 ES0645  PID         -  ES0645
 ES0645  STATE/COUNTY-  AZ/COCONINO
 ES0645  USGS QUAD   -  MUNDS PARK (1974)
 ES0645
 ES0645                         *CURRENT SURVEY CONTROL
 ES0645  ___________________________________________________________________
 ES0645* NAD 83(1986)-  34 56 09.     (N)    111 44 47.     (W)     SCALED    
 ES0645* NAVD 88     -      1473.100  (meters)    4833.00   (feet)  ADJUSTED  
 ES0645  ___________________________________________________________________
 ES0645  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0645  DYNAMIC HT  -        1471.155 (meters)    4826.61  (feet)  COMP
 ES0645  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 ES0645
 ES0645  VERT ORDER  -  FIRST     CLASS II
 ES0645
 ES0645.The horizontal coordinates were scaled from a topographic map and have
 ES0645.an estimated accuracy of +/- 6 seconds.
 ES0645
 ES0645.The orthometric height was determined by differential leveling
 ES0645.and adjusted in June 1991.
 ES0645
 ES0645.The geoid height was determined by GEOID03.
 ES0645
 ES0645.The dynamic height is computed by dividing the NAVD 88
 ES0645.geopotential number by the normal gravity value computed on the
 ES0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0645.degrees latitude (g = 980.6199 gals.).
 ES0645
 ES0645.The modeled gravity was interpolated from observed gravity values.
 ES0645
 ES0645;                    North         East    Units  Estimated Accuracy
 ES0645;SPC AZ C     -   436,470.      228,920.      MT  (+/- 180 meters Scaled)
 ES0645
 ES0645                          SUPERSEDED SURVEY CONTROL
 ES0645
 ES0645.No superseded survey control is available for this station.
 ES0645
 ES0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD318661(NAD 83)
 ES0645_MARKER: DB = BENCH MARK DISK
 ES0645_SETTING: 66 = SET IN ROCK OUTCROP
 ES0645_SP_SET: ROCK OUTCROP
 ES0645_STAMPING: U 491 1982
 ES0645_MARK LOGO: NGS   
 ES0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0645+STABILITY: POSITION/ELEVATION WELL
 ES0645
 ES0645  HISTORY     - Date     Condition        Report By
 ES0645  HISTORY     - 1982     MONUMENTED       NGS
 ES0645
 ES0645                          STATION DESCRIPTION
 ES0645
 ES0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0645'10.1 KM (6.3 MI) NORTH FROM SEDONA.
 ES0645'10.1 KM (6.3 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0645'OFFICE IN SEDONA, IN TOP OF THE BASE OF A SANDSTONE OUTCROP IN A CUT
 ES0645'AT THE ENTRANCE TO MANZANITA CAMPGROUND, 5.4 METERS (18.0 FT)
 ES0645'SOUTHWEST OF THE HIGHWAY CENTERLINE, 73.1 METERS (240.0 FT) SOUTHEAST
 ES0645'OF A 4 BY 4 FOOT BOX CULVERT, 10.9 METERS (36.0 FT) SOUTHWEST OF THE
 ES0645'NORTH ENTRANCE ROAD LEADING TO THE CAMPGROUND.
 ES0645'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 ES0645'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0469 ***********************************************************************
 FQ0469  DESIGNATION -  U 492
 FQ0469  PID         -  FQ0469
 FQ0469  STATE/COUNTY-  AZ/COCONINO
 FQ0469  USGS QUAD   -  SUNSET CRATER WEST (1966)
 FQ0469
 FQ0469                         *CURRENT SURVEY CONTROL
 FQ0469  ___________________________________________________________________
 FQ0469* NAD 83(1986)-  35 22 18.     (N)    111 34 34.     (W)     SCALED    
 FQ0469* NAVD 88     -      2209.462  (meters)    7248.88   (feet)  ADJUSTED  
 FQ0469  ___________________________________________________________________
 FQ0469  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FQ0469  DYNAMIC HT  -        2206.332 (meters)    7238.61  (feet)  COMP
 FQ0469  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 FQ0469
 FQ0469  VERT ORDER  -  FIRST     CLASS II
 FQ0469
 FQ0469.The horizontal coordinates were scaled from a topographic map and have
 FQ0469.an estimated accuracy of +/- 6 seconds.
 FQ0469
 FQ0469.The orthometric height was determined by differential leveling
 FQ0469.and adjusted in June 1991.
 FQ0469
 FQ0469.The geoid height was determined by GEOID03.
 FQ0469
 FQ0469.The dynamic height is computed by dividing the NAVD 88
 FQ0469.geopotential number by the normal gravity value computed on the
 FQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0469.degrees latitude (g = 980.6199 gals.).
 FQ0469
 FQ0469.The modeled gravity was interpolated from observed gravity values.
 FQ0469
 FQ0469;                    North         East    Units  Estimated Accuracy
 FQ0469;SPC AZ C     -   484,860.      244,300.      MT  (+/- 180 meters Scaled)
 FQ0469
 FQ0469                          SUPERSEDED SURVEY CONTROL
 FQ0469
 FQ0469.No superseded survey control is available for this station.
 FQ0469
 FQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE476144(NAD 83)
 FQ0469_MARKER: DB = BENCH MARK DISK
 FQ0469_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0469_SP_SET: ROCK OUTCROP
 FQ0469_STAMPING: U 492 1982
 FQ0469_MARK LOGO: NGS   
 FQ0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0469
 FQ0469  HISTORY     - Date     Condition        Report By
 FQ0469  HISTORY     - 1982     MONUMENTED       NGS
 FQ0469
 FQ0469                          STATION DESCRIPTION
 FQ0469
 FQ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0469'29.6 KM (18.4 MI) NORTH FROM FLAGSTAFF.
 FQ0469'29.6 KM (18.4 MI) NORTHEAST ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0469'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE SOUTH END OF
 FQ0469'A 4 BY 8 FOOT PORTION OF OUTCROP, AT THE T JUNCTION OF A PAVED ROAD
 FQ0469'LEADING EAST TO SUNSET CRATER NATIONAL MONUMENT, 16.4 METERS (54 FT)
 FQ0469'WEST OF THE HIGHWAY CENTERLINE, 73.1 METERS (240 FT) SOUTH OF THE
 FQ0469'EXTENDED CENTER OF THE ROAD LEADING EAST, 10.9 METERS (36 FT) SOUTH OF
 FQ0469'THE SOUTH END OF A WIRE GATE, 5.4 METERS (18 FT) EAST OF A FENCE.
 FQ0469'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 FQ0469'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0674 ***********************************************************************
 ES0674  DESIGNATION -  U 493
 ES0674  PID         -  ES0674
 ES0674  STATE/COUNTY-  AZ/YAVAPAI
 ES0674  USGS QUAD   -  CORNVILLE (1968)
 ES0674
 ES0674                         *CURRENT SURVEY CONTROL
 ES0674  ___________________________________________________________________
 ES0674* NAD 83(1986)-  34 39 32.     (N)    111 57 47.     (W)     SCALED    
 ES0674* NAVD 88     -      1048.821  (meters)    3441.01   (feet)  ADJUSTED  
 ES0674  ___________________________________________________________________
 ES0674  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 ES0674  DYNAMIC HT  -        1047.497 (meters)    3436.66  (feet)  COMP
 ES0674  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 ES0674
 ES0674  VERT ORDER  -  FIRST     CLASS II
 ES0674
 ES0674.The horizontal coordinates were scaled from a topographic map and have
 ES0674.an estimated accuracy of +/- 6 seconds.
 ES0674
 ES0674.The orthometric height was determined by differential leveling
 ES0674.and adjusted in June 1991.
 ES0674
 ES0674.The geoid height was determined by GEOID03.
 ES0674
 ES0674.The dynamic height is computed by dividing the NAVD 88
 ES0674.geopotential number by the normal gravity value computed on the
 ES0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0674.degrees latitude (g = 980.6199 gals.).
 ES0674
 ES0674.The modeled gravity was interpolated from observed gravity values.
 ES0674
 ES0674;                    North         East    Units  Estimated Accuracy
 ES0674;SPC AZ C     -   405,740.      209,110.      MT  (+/- 180 meters Scaled)
 ES0674
 ES0674                          SUPERSEDED SURVEY CONTROL
 ES0674
 ES0674.No superseded survey control is available for this station.
 ES0674
 ES0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD117356(NAD 83)
 ES0674_MARKER: DB = BENCH MARK DISK
 ES0674_SETTING: 66 = SET IN ROCK OUTCROP
 ES0674_SP_SET: ROCK OUTCROP
 ES0674_STAMPING: U 493 1982
 ES0674_MARK LOGO: NGS   
 ES0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0674+STABILITY: POSITION/ELEVATION WELL
 ES0674
 ES0674  HISTORY     - Date     Condition        Report By
 ES0674  HISTORY     - 1982     MONUMENTED       NGS
 ES0674
 ES0674                          STATION DESCRIPTION
 ES0674
 ES0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0674'7.9 KM (4.9 MI) SE FROM COTTONWOOD.
 ES0674'7.9 KM (4.9 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF
 ES0674'US HIGHWAY 89 ALTERNATE IN COTTONWOOD, IN TOP OF A 3 BY 4 FOOT PORTION
 ES0674'OF LIMESTONE OUTCROP ON THE SOUTHEAST OF A HILL, 0.3 KM (0.2 MI)
 ES0674'SOUTHEAST OF A CREST OF A GRADE AND A ROAD CROSSING, 11.8 METERS (39
 ES0674'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 6.0 METERS (20 FT) EAST OF
 ES0674'THE NORTHWEST END OF A STEEL GUARD RAIL, 6.0 METERS (20 FT) SOUTHEAST
 ES0674'OF A DRAINAGE DITCH.
 ES0674'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0674'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0698 ***********************************************************************
 ES0698  DESIGNATION -  U 494
 ES0698  PID         -  ES0698
 ES0698  STATE/COUNTY-  AZ/YAVAPAI
 ES0698  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0698
 ES0698                         *CURRENT SURVEY CONTROL
 ES0698  ___________________________________________________________________
 ES0698* NAD 83(1986)-  34 26 15.     (N)    111 41 13.     (W)     SCALED    
 ES0698* NAVD 88     -      1251.621  (meters)    4106.36   (feet)  ADJUSTED  
 ES0698  ___________________________________________________________________
 ES0698  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 ES0698  DYNAMIC HT  -        1249.964 (meters)    4100.92  (feet)  COMP
 ES0698  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 ES0698  OBS GRAVITY -     979,272.9   (mgal)                       GRAV_OBS
 ES0698
 ES0698  VERT ORDER  -  FIRST     CLASS II
 ES0698
 ES0698.The horizontal coordinates were scaled from a topographic map and have
 ES0698.an estimated accuracy of +/- 6 seconds.
 ES0698
 ES0698.The orthometric height was determined by differential leveling
 ES0698.and adjusted in June 1991.
 ES0698
 ES0698.The geoid height was determined by GEOID03.
 ES0698
 ES0698.The dynamic height is computed by dividing the NAVD 88
 ES0698.geopotential number by the normal gravity value computed on the
 ES0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0698.degrees latitude (g = 980.6199 gals.).
 ES0698
 ES0698.The modeled gravity was interpolated from observed gravity values.
 ES0698.The observed gravity was obtained from relative gravimeter ties
 ES0698.to the IGSN71 gravity network.
 ES0698
 ES0698;                    North         East    Units  Estimated Accuracy
 ES0698;SPC AZ C     -   381,200.      234,470.      MT  (+/- 180 meters Scaled)
 ES0698
 ES0698                          SUPERSEDED SURVEY CONTROL
 ES0698
 ES0698.No superseded survey control is available for this station.
 ES0698
 ES0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD368108(NAD 83)
 ES0698_MARKER: DB = BENCH MARK DISK
 ES0698_SETTING: 80 = SET IN A BOULDER
 ES0698_SP_SET: BOULDER
 ES0698_STAMPING: U 494 1982
 ES0698_MARK LOGO: NGS   
 ES0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0698+STABILITY: SURFACE MOTION
 ES0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0698+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0698
 ES0698  HISTORY     - Date     Condition        Report By
 ES0698  HISTORY     - 1982     MONUMENTED       NGS
 ES0698  HISTORY     - 20080725 GOOD             GEOCAC
 ES0698
 ES0698                          STATION DESCRIPTION
 ES0698
 ES0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0698'26.2 KM (16.3 MI) SE FROM CAMP VERDE.
 ES0698'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0698'OFFICE IN CAMP VERDE, THENCE 13.5 KM (8.4 MI) SOUTHEAST ALONG FOSSIL
 ES0698'CREEK ROAD, IN TOP OF THE LOWER LEDGE OF A 4 BY 5 FOOT EMBEDDED
 ES0698'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 0.2 KM (0.1 MI) EAST OF
 ES0698'THE EAST SIDE OF NEDDLE ROCK, 0.3 KM (0.2 MI) NORTH OF A TRACK ROAD
 ES0698'LEADING WEST, 11.7 METERS (39 FT) EAST OF THE ROAD CENTERLINE, 42.0
 ES0698'METERS (138 FT) SOUTH OF THE EAST END OF A 24 INCH CORRUGATED METAL
 ES0698'PIPE CULVERT.
 ES0698'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0698'THE MARK IS 1.0 M BELOW THE ROAD.
 ES0698
 ES0698                          STATION RECOVERY (2008)
 ES0698
 ES0698'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0698'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0698'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0698'CEMENTED BASE. HANDHELD COORDINATES
 ES0698'34 26 15.4 (N)   111 41 12.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0708 ***********************************************************************
 ES0708  DESIGNATION -  U 495
 ES0708  PID         -  ES0708
 ES0708  STATE/COUNTY-  AZ/GILA
 ES0708  USGS QUAD   -  STRAWBERRY (1967)
 ES0708
 ES0708                         *CURRENT SURVEY CONTROL
 ES0708  ___________________________________________________________________
 ES0708* NAD 83(1986)-  34 24 11.     (N)    111 37 02.     (W)     SCALED    
 ES0708* NAVD 88     -      1155.075  (meters)    3789.61   (feet)  ADJUSTED  
 ES0708  ___________________________________________________________________
 ES0708  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 ES0708  DYNAMIC HT  -        1153.554 (meters)    3784.62  (feet)  COMP
 ES0708  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 ES0708  OBS GRAVITY -     979,285.8   (mgal)                       GRAV_OBS
 ES0708
 ES0708  VERT ORDER  -  FIRST     CLASS II
 ES0708
 ES0708.The horizontal coordinates were scaled from a topographic map and have
 ES0708.an estimated accuracy of +/- 6 seconds.
 ES0708
 ES0708.The orthometric height was determined by differential leveling
 ES0708.and adjusted in June 1991.
 ES0708
 ES0708.The geoid height was determined by GEOID03.
 ES0708
 ES0708.The dynamic height is computed by dividing the NAVD 88
 ES0708.geopotential number by the normal gravity value computed on the
 ES0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0708.degrees latitude (g = 980.6199 gals.).
 ES0708
 ES0708.The modeled gravity was interpolated from observed gravity values.
 ES0708.The observed gravity was obtained from relative gravimeter ties
 ES0708.to the IGSN71 gravity network.
 ES0708
 ES0708;                    North         East    Units  Estimated Accuracy
 ES0708;SPC AZ E     -   378,310.       80,000.      MT  (+/- 180 meters Scaled)
 ES0708
 ES0708                          SUPERSEDED SURVEY CONTROL
 ES0708
 ES0708.No superseded survey control is available for this station.
 ES0708
 ES0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD432070(NAD 83)
 ES0708_MARKER: DB = BENCH MARK DISK
 ES0708_SETTING: 66 = SET IN ROCK OUTCROP
 ES0708_SP_SET: ROCK OUTCROP
 ES0708_STAMPING: U 495 1982
 ES0708_MARK LOGO: NGS   
 ES0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0708+STABILITY: POSITION/ELEVATION WELL
 ES0708
 ES0708  HISTORY     - Date     Condition        Report By
 ES0708  HISTORY     - 1982     MONUMENTED       NGS
 ES0708
 ES0708                          STATION DESCRIPTION
 ES0708
 ES0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0708'20.6 KM (12.8 MI) NW FROM PINE.
 ES0708'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0708'IN PINE, THENCE 15.8 KM (9.8 MI) WEST ALONG FOSSIL CREEK ROAD, 0.2 KM
 ES0708'(0.1 MI) EAST OF THE IRVING POWER PLANT, IN TOP OF THE BASE OF A HIGH
 ES0708'ROCKY CUT, 3.9 METERS (13 FT) SOUTHEAST OF THE ROAD CENTERLINE, 22.8
 ES0708'METERS (75 FT) NORTHEAST OF A DRIVEWAY LEADING TO HOUSING, 82.2 METERS
 ES0708'(270 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 ES0708'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0708'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0747 ***********************************************************************
 ES0747  DESIGNATION -  U 496
 ES0747  PID         -  ES0747
 ES0747  STATE/COUNTY-  AZ/GILA
 ES0747  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0747
 ES0747                         *CURRENT SURVEY CONTROL
 ES0747  ___________________________________________________________________
 ES0747* NAD 83(1986)-  34 09 59.     (N)    111 20 00.     (W)     SCALED    
 ES0747* NAVD 88     -      1415.220  (meters)    4643.10   (feet)  ADJUSTED  
 ES0747  ___________________________________________________________________
 ES0747  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0747  DYNAMIC HT  -        1413.336 (meters)    4636.92  (feet)  COMP
 ES0747  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 ES0747
 ES0747  VERT ORDER  -  FIRST     CLASS II
 ES0747
 ES0747.The horizontal coordinates were scaled from a topographic map and have
 ES0747.an estimated accuracy of +/- 6 seconds.
 ES0747
 ES0747.The orthometric height was determined by differential leveling
 ES0747.and adjusted in June 1991.
 ES0747
 ES0747.The geoid height was determined by GEOID03.
 ES0747
 ES0747.The dynamic height is computed by dividing the NAVD 88
 ES0747.geopotential number by the normal gravity value computed on the
 ES0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0747.degrees latitude (g = 980.6199 gals.).
 ES0747
 ES0747.The modeled gravity was interpolated from observed gravity values.
 ES0747
 ES0747;                    North         East    Units  Estimated Accuracy
 ES0747;SPC AZ E     -   351,720.      105,800.      MT  (+/- 180 meters Scaled)
 ES0747
 ES0747                          SUPERSEDED SURVEY CONTROL
 ES0747
 ES0747.No superseded survey control is available for this station.
 ES0747
 ES0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC692806(NAD 83)
 ES0747_MARKER: DB = BENCH MARK DISK
 ES0747_SETTING: 66 = SET IN ROCK OUTCROP
 ES0747_SP_SET: ROCK OUTCROP
 ES0747_STAMPING: U 496 1982
 ES0747_MARK LOGO: NGS   
 ES0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0747+STABILITY: POSITION/ELEVATION WELL
 ES0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0747+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 ES0747
 ES0747  HISTORY     - Date     Condition        Report By
 ES0747  HISTORY     - 1982     MONUMENTED       NGS
 ES0747  HISTORY     - 20080608 GOOD             GEOCAC
 ES0747
 ES0747                          STATION DESCRIPTION
 ES0747
 ES0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0747'7.9 KM (4.9 MI) SOUTH FROM PAYSON.
 ES0747'7.9 KM (4.9 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0747'PAYSON, IN TOP OF THE LOWEST LEDGE ON THE SOUTHEAST SIDE OF A LARGE
 ES0747'GRANITE OUTCROP AT THE SOUTHEAST END OF A LONG CUT, 0.8 KM (0.5 MI)
 ES0747'NORTHWEST OF A POINT WHERE THE NORTH AND SOUTH BOUND LANES SPLIT, 18.9
 ES0747'METERS (62 FT) NORTHEAST OF THE NORTH BOUND CENTERLINE, 69.0 METERS
 ES0747'(226 FT) NORTHWEST OF MILEPOST 247, 42.0 METERS (138 FT) NORTHWEST OF
 ES0747'THE NORTHEAST END OF A 24 INCH CORRUGATED METAL PIPE CULVERT.
 ES0747'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0747'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 ES0747
 ES0747                          STATION RECOVERY (2008)
 ES0747
 ES0747'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0747'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ES0747'09.986' W111 20.010'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1614 ***********************************************************************
 DU1614  DESIGNATION -  U 497
 DU1614  PID         -  DU1614
 DU1614  STATE/COUNTY-  AZ/GILA
 DU1614  USGS QUAD   -  KAYLER BUTTE (1978)
 DU1614
 DU1614                         *CURRENT SURVEY CONTROL
 DU1614  ___________________________________________________________________
 DU1614* NAD 83(1986)-  33 52 49.     (N)    111 18 47.     (W)     SCALED    
 DU1614* NAVD 88     -       718.219  (meters)    2356.36   (feet)  ADJUSTED  
 DU1614  ___________________________________________________________________
 DU1614  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DU1614  DYNAMIC HT  -         717.299 (meters)    2353.34  (feet)  COMP
 DU1614  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 DU1614
 DU1614  VERT ORDER  -  FIRST     CLASS II
 DU1614
 DU1614.The horizontal coordinates were scaled from a topographic map and have
 DU1614.an estimated accuracy of +/- 6 seconds.
 DU1614
 DU1614.The orthometric height was determined by differential leveling
 DU1614.and adjusted in June 1991.
 DU1614
 DU1614.The geoid height was determined by GEOID03.
 DU1614
 DU1614.The dynamic height is computed by dividing the NAVD 88
 DU1614.geopotential number by the normal gravity value computed on the
 DU1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1614.degrees latitude (g = 980.6199 gals.).
 DU1614
 DU1614.The modeled gravity was interpolated from observed gravity values.
 DU1614
 DU1614;                    North         East    Units  Estimated Accuracy
 DU1614;SPC AZ E     -   319,970.      107,310.      MT  (+/- 180 meters Scaled)
 DU1614
 DU1614                          SUPERSEDED SURVEY CONTROL
 DU1614
 DU1614.No superseded survey control is available for this station.
 DU1614
 DU1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC710489(NAD 83)
 DU1614_MARKER: I = METAL ROD
 DU1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1614_SP_SET: STAINLESS STEEL ROD
 DU1614_STAMPING: U 497 1983
 DU1614_MARK LOGO: NGS   
 DU1614_PROJECTION: FLUSH
 DU1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1614+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2007
 DU1614_ROD/PIPE-DEPTH: 7.9  meters
 DU1614
 DU1614  HISTORY     - Date     Condition        Report By
 DU1614  HISTORY     - 1983     MONUMENTED       NGS
 DU1614  HISTORY     - 20070101 GOOD             GEOCAC
 DU1614
 DU1614                          STATION DESCRIPTION
 DU1614
 DU1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1614'0.8 KM (0.5 MI) NORTH FROM PUNKIN CENTER.
 DU1614'0.8 KM (0.5 MI) NORTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1614'PUNKIN CENTER, AT A SINGLE POWER POLE WITH ONE GUY ATTACHED AND AT A
 DU1614'POWER LINE CROSSING THE HIGHWAY, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 DU1614'263, 21.3 METERS (70 FT) EAST OF THE HIGHWAY CENTERLINE, 6.3 METERS
 DU1614'(21 FT) SOUTH OF THE GUY WIRE ANCHOR, 0.7 METER (2 FT) NORTH OF THE
 DU1614'POWER POLE WITH THE GUY WIRE ATTACHED.
 DU1614'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DU1614'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1614
 DU1614                          STATION RECOVERY (2007)
 DU1614
 DU1614'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0513 ***********************************************************************
 FQ0513  DESIGNATION -  U 498
 FQ0513  PID         -  FQ0513
 FQ0513  STATE/COUNTY-  AZ/COCONINO
 FQ0513  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0513
 FQ0513                         *CURRENT SURVEY CONTROL
 FQ0513  ___________________________________________________________________
 FQ0513* NAD 83(1986)-  35 55 16.     (N)    111 24 07.     (W)     SCALED    
 FQ0513* NAVD 88     -      1284.660  (meters)    4214.76   (feet)  ADJUSTED  
 FQ0513  ___________________________________________________________________
 FQ0513  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FQ0513  DYNAMIC HT  -        1283.067 (meters)    4209.53  (feet)  COMP
 FQ0513  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 FQ0513
 FQ0513  VERT ORDER  -  FIRST     CLASS II
 FQ0513
 FQ0513.The horizontal coordinates were scaled from a topographic map and have
 FQ0513.an estimated accuracy of +/- 6 seconds.
 FQ0513
 FQ0513.The orthometric height was determined by differential leveling
 FQ0513.and adjusted in June 1991.
 FQ0513
 FQ0513.The geoid height was determined by GEOID03.
 FQ0513
 FQ0513.The dynamic height is computed by dividing the NAVD 88
 FQ0513.geopotential number by the normal gravity value computed on the
 FQ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0513.degrees latitude (g = 980.6199 gals.).
 FQ0513
 FQ0513.The modeled gravity was interpolated from observed gravity values.
 FQ0513
 FQ0513;                    North         East    Units  Estimated Accuracy
 FQ0513;SPC AZ C     -   545,880.      259,810.      MT  (+/- 180 meters Scaled)
 FQ0513
 FQ0513                          SUPERSEDED SURVEY CONTROL
 FQ0513
 FQ0513.No superseded survey control is available for this station.
 FQ0513
 FQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE637752(NAD 83)
 FQ0513_MARKER: I = METAL ROD
 FQ0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0513_SP_SET: STAINLESS STEEL ROD
 FQ0513_STAMPING: U 498 1983
 FQ0513_MARK LOGO: NGS   
 FQ0513_PROJECTION: FLUSH
 FQ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0513_ROD/PIPE-DEPTH: 3.0  meters
 FQ0513
 FQ0513  HISTORY     - Date     Condition        Report By
 FQ0513  HISTORY     - 1983     MONUMENTED       NGS
 FQ0513
 FQ0513                          STATION DESCRIPTION
 FQ0513
 FQ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0513'5.3 KM (3.3 MI) NORTH FROM CAMERON.
 FQ0513'5.3 KM (3.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0513'CAMERON, AT MILEPOST 470 AND THE CROSSING OF A POWER LINE, 67.0 METERS
 FQ0513'(220 FT) EAST OF THE HIGHWAY CENTERLINE, 85.6 METERS (282 FT)
 FQ0513'NORTHEAST OF POWER POLE 56/4 WITH GUY WIRES ATTACHED, 0.6 METER (2 FT)
 FQ0513'WEST OF A FENCE.
 FQ0513'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FQ0513'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0364 ***********************************************************************
 GP0364  DESIGNATION -  U 499
 GP0364  PID         -  GP0364
 GP0364  STATE/COUNTY-  AZ/COCONINO
 GP0364  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0364
 GP0364                         *CURRENT SURVEY CONTROL
 GP0364  ___________________________________________________________________
 GP0364* NAD 83(1986)-  36 28 57.     (N)    111 34 29.     (W)     SCALED    
 GP0364* NAVD 88     -      1705.075  (meters)    5594.07   (feet)  ADJUSTED  
 GP0364  ___________________________________________________________________
 GP0364  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 GP0364  DYNAMIC HT  -        1702.955 (meters)    5587.11  (feet)  COMP
 GP0364  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 GP0364
 GP0364  VERT ORDER  -  FIRST     CLASS II
 GP0364
 GP0364.The horizontal coordinates were scaled from a topographic map and have
 GP0364.an estimated accuracy of +/- 6 seconds.
 GP0364
 GP0364.The orthometric height was determined by differential leveling
 GP0364.and adjusted in June 1991.
 GP0364
 GP0364.The geoid height was determined by GEOID03.
 GP0364
 GP0364.The dynamic height is computed by dividing the NAVD 88
 GP0364.geopotential number by the normal gravity value computed on the
 GP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0364.degrees latitude (g = 980.6199 gals.).
 GP0364
 GP0364.The modeled gravity was interpolated from observed gravity values.
 GP0364
 GP0364;                    North         East    Units  Estimated Accuracy
 GP0364;SPC AZ C     -   608,100.      244,000.      MT  (+/- 180 meters Scaled)
 GP0364
 GP0364                          SUPERSEDED SURVEY CONTROL
 GP0364
 GP0364.No superseded survey control is available for this station.
 GP0364
 GP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF485376(NAD 83)
 GP0364_MARKER: I = METAL ROD
 GP0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0364_SP_SET: STAINLESS STEEL ROD
 GP0364_STAMPING: U 499 1983
 GP0364_MARK LOGO: NGS   
 GP0364_PROJECTION: FLUSH
 GP0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0364_ROD/PIPE-DEPTH: 1.8  meters
 GP0364
 GP0364  HISTORY     - Date     Condition        Report By
 GP0364  HISTORY     - 1983     MONUMENTED       NGS
 GP0364
 GP0364                          STATION DESCRIPTION
 GP0364
 GP0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0364'19.1 KM (11.9 MI) SOUTH FROM BITTER SPRINGS.
 GP0364'19.1 KM (11.95 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0364'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN THE NORTH CORNER OF THE
 GP0364'T-JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 0.15 KM (0.1 MI)
 GP0364'NORTHEAST OF MILEPOST 512, 55.8 METERS (183 FT) NORTHEAST OF THE
 GP0364'HIGHWAY CENTERLINE, 25.9 METERS (85 FT) NORTHEAST OF THE NORTH CORNER
 GP0364'OF A CATTLE GUARD, 11.6 METERS (38 FT) NORTHWEST OF THE CENTER OF A
 GP0364'DIRT ROAD, 6.5 METERS (21.5 FT) SOUTHWEST OF TELEPHONE POLE 9,
 GP0364'5.0 METERS (16.5 FT) NORTHWEST OF A FENCE CORNER POST FOR AN OFFSET IN
 GP0364'THE RIGHT OF WAY FENCE, 0.6 METER (2 FT) SOUTHWEST OF THE RIGHT OF WAY
 GP0364'FENCE.
 GP0364'THE MARK IS 2.4 METERS  SE FROM A WITNESS POST.
 GP0364'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0348 ***********************************************************************
 FQ0348  DESIGNATION -  U 5
 FQ0348  PID         -  FQ0348
 FQ0348  STATE/COUNTY-  AZ/COCONINO
 FQ0348  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0348
 FQ0348                         *CURRENT SURVEY CONTROL
 FQ0348  ___________________________________________________________________
 FQ0348* NAD 83(1986)-  35 31 18.     (N)    111 32 35.     (W)     SCALED    
 FQ0348* NAVD 88     -      1794.009  (meters)    5885.84   (feet)  ADJUSTED  
 FQ0348  ___________________________________________________________________
 FQ0348  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FQ0348  DYNAMIC HT  -        1791.650 (meters)    5878.10  (feet)  COMP
 FQ0348  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 FQ0348
 FQ0348  VERT ORDER  -  FIRST     CLASS II
 FQ0348
 FQ0348.The horizontal coordinates were scaled from a topographic map and have
 FQ0348.an estimated accuracy of +/- 6 seconds.
 FQ0348
 FQ0348.The orthometric height was determined by differential leveling
 FQ0348.and adjusted in June 1991.
 FQ0348
 FQ0348.The geoid height was determined by GEOID03.
 FQ0348
 FQ0348.The dynamic height is computed by dividing the NAVD 88
 FQ0348.geopotential number by the normal gravity value computed on the
 FQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0348.degrees latitude (g = 980.6199 gals.).
 FQ0348
 FQ0348.The modeled gravity was interpolated from observed gravity values.
 FQ0348
 FQ0348;                    North         East    Units  Estimated Accuracy
 FQ0348;SPC AZ C     -   501,510.      247,250.      MT  (+/- 180 meters Scaled)
 FQ0348
 FQ0348                          SUPERSEDED SURVEY CONTROL
 FQ0348
 FQ0348  NGVD 29 (??/??/92) 1793.117  (m)         5882.92   (f) ADJ UNCH    1 2
 FQ0348
 FQ0348.Superseded values are not recommended for survey control.
 FQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0348.See file dsdata.txt to determine how the superseded data were derived.
 FQ0348
 FQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE507310(NAD 83)
 FQ0348_MARKER: DB = BENCH MARK DISK
 FQ0348_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0348_SP_SET: ROCK LEDGE
 FQ0348_STAMPING: ELEV 5882.918 FT. U5 1921
 FQ0348_MARK LOGO: CGS   
 FQ0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0348+STABILITY: POSITION/ELEVATION WELL
 FQ0348
 FQ0348  HISTORY     - Date     Condition        Report By
 FQ0348  HISTORY     - 1921     MONUMENTED       CGS
 FQ0348  HISTORY     - 1955     GOOD             NGS
 FQ0348  HISTORY     - 1983     GOOD             NGS
 FQ0348
 FQ0348                          STATION DESCRIPTION
 FQ0348
 FQ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0348'23.0 MI NE FROM FLAGSTAFF.
 FQ0348'LOCATED 23 MILES NORTH ALONG U.S. HIGHWAY NO. 89 FROM ITS JUNCTION
 FQ0348'WITH U.S. HIGHWAY NO. 66 EAST OF FLAGSTAFF, 6.7 MILES NORTH OF THE
 FQ0348'ROAD TO DEADMAN RANGER STATION, ON THE EAST SIDE OF U.S. HIGHWAY
 FQ0348'NO.89, IN THE NORTHEAST END OF A SMALL BUT PROMINENT LAVA KNOLL, 109
 FQ0348'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 89, 46 FEET EAST OF A
 FQ0348'FENCE AND 42 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.  A STANDARD
 FQ0348'DISK STAMPED ELEV. 5882.918 FT. U5 1921 IN THE TOP OF A ROCK LEDGE
 FQ0348'ABOUT 12.5 FEET LOWER THAN THE HIGHWAY.
 FQ0348
 FQ0348                          STATION RECOVERY (1983)
 FQ0348
 FQ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0348'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0348'46.5 KM (28.9 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0348'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT MILEPOST 441 AND A LAVA
 FQ0348'PILE, IN TOP OF A VOLCANIC OUTCROP LEDGE ON THE EAST SIDE AND AT THE
 FQ0348'BASE OF A KNOLL, 33.2 KM (109 FT) EAST OF THE HIGHWAY CENTERLINE, 14.0
 FQ0348'METERS (46 FT) EAST OF A FENCE, 12.8 METERS (42 FT) SOUTH-SOUTHEAST OF
 FQ0348'TELEPHONE POLE 6.
 FQ0348'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 FQ0348'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0160 ***********************************************************************
 GP0160  DESIGNATION -  U 50
 GP0160  PID         -  GP0160
 GP0160  STATE/COUNTY-  AZ/COCONINO
 GP0160  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0160
 GP0160                         *CURRENT SURVEY CONTROL
 GP0160  ___________________________________________________________________
 GP0160* NAD 83(1986)-  36 00 45.     (N)    111 23 45.     (W)     SCALED    
 GP0160* NAVD 88     -      1319.042  (meters)    4327.56   (feet)  ADJUSTED  
 GP0160  ___________________________________________________________________
 GP0160  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 GP0160  DYNAMIC HT  -        1317.425 (meters)    4322.25  (feet)  COMP
 GP0160  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 GP0160
 GP0160  VERT ORDER  -  FIRST     CLASS II
 GP0160
 GP0160.The horizontal coordinates were scaled from a topographic map and have
 GP0160.an estimated accuracy of +/- 6 seconds.
 GP0160
 GP0160.The orthometric height was determined by differential leveling
 GP0160.and adjusted in June 1991.
 GP0160
 GP0160.The geoid height was determined by GEOID03.
 GP0160
 GP0160.The dynamic height is computed by dividing the NAVD 88
 GP0160.geopotential number by the normal gravity value computed on the
 GP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0160.degrees latitude (g = 980.6199 gals.).
 GP0160
 GP0160.The modeled gravity was interpolated from observed gravity values.
 GP0160
 GP0160;                    North         East    Units  Estimated Accuracy
 GP0160;SPC AZ C     -   556,030.      260,310.      MT  (+/- 180 meters Scaled)
 GP0160
 GP0160                          SUPERSEDED SURVEY CONTROL
 GP0160
 GP0160  NGVD 29 (??/??/92) 1318.164  (m)         4324.68   (f) ADJ UNCH    1 2
 GP0160
 GP0160.Superseded values are not recommended for survey control.
 GP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0160.See file dsdata.txt to determine how the superseded data were derived.
 GP0160
 GP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE643854(NAD 83)
 GP0160_MARKER: DB = BENCH MARK DISK
 GP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0160_STAMPING: U 50 1934
 GP0160_MARK LOGO: CGS   
 GP0160_PROJECTION: PROJECTING 20 CENTIMETERS
 GP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0160+STABILITY: SURFACE MOTION
 GP0160
 GP0160  HISTORY     - Date     Condition        Report By
 GP0160  HISTORY     - 1934     MONUMENTED       CGS
 GP0160  HISTORY     - 1983     GOOD             NGS
 GP0160
 GP0160                          STATION DESCRIPTION
 GP0160
 GP0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0160'13.1 MI SW FROM TUBA CITY.
 GP0160'13.1 MILES SOUTHWEST ALONG THE CAMERON ROAD FROM TUBA CITY, COCONINO
 GP0160'COUNTY, 9.8 MILES NORTH ALONG U.S. HIGHWAY 89 FROM CAMERON, AT THE
 GP0160'JUNCTION OF THE HIGHWAY AND THE ROAD TO TUBA CITY, 124 FEET EAST OF
 GP0160'THE CENTERLINE OF THE HIGHWAY, AND 79 FEET SOUTHEAST OF THE ROAD.  A
 GP0160'STANDARD DISK, STAMPED U 50 1934 AND SET IN THE TOP OF A CONCRETE
 GP0160'POST.
 GP0160
 GP0160                          STATION RECOVERY (1983)
 GP0160
 GP0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0160'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GP0160'15.8 KM (9.8 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0160'CAMERON, AT THE T JUNCTION OF STATE ROUTE 6731 LEADING EAST TO TUBA
 GP0160'CITY, 0.3 KM (0.2 MI) NORTH OF A BRIDGE OVER A WASH, 62.9 METERS (204
 GP0160'FT) NORTH OF THE HIGHWAY CENTERLINE, 90.2 METERS (296 FT) SOUTHWEST OF
 GP0160'THE CENTER OF THE T JUNCTION, 37.7 METERS (124 FT) EAST OF THE CENTER
 GP0160'OF THE OLD HIGHWAY, 30.4 METERS (100 FT) SOUTH OF THE SOUTH END OF A
 GP0160'CATTLE GUARD, 7.3 METERS (24 FT) EAST OF THE RIGHT OF WAY FENCE.
 GP0160'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 GP0160'THE MARK IS 2.0 M BELOW THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0788 ***********************************************************************
 ES0788  DESIGNATION -  U 500
 ES0788  PID         -  ES0788
 ES0788  STATE/COUNTY-  AZ/NAVAJO
 ES0788  USGS QUAD   -  PORTER CANYON (1986)
 ES0788
 ES0788                         *CURRENT SURVEY CONTROL
 ES0788  ___________________________________________________________________
 ES0788* NAD 83(1986)-  34 52 11.     (N)    110 09 40.     (W)     SCALED    
 ES0788* NAVD 88     -      1583.351  (meters)    5194.71   (feet)  ADJUSTED  
 ES0788  ___________________________________________________________________
 ES0788  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0788  DYNAMIC HT  -        1581.170 (meters)    5187.56  (feet)  COMP
 ES0788  MODELED GRAV-     979,202.4   (mgal)                       NAVD 88
 ES0788
 ES0788  VERT ORDER  -  FIRST     CLASS II
 ES0788
 ES0788.The horizontal coordinates were scaled from a topographic map and have
 ES0788.an estimated accuracy of +/- 6 seconds.
 ES0788
 ES0788.The orthometric height was determined by differential leveling
 ES0788.and adjusted in June 1991.
 ES0788
 ES0788.The geoid height was determined by GEOID03.
 ES0788
 ES0788.The dynamic height is computed by dividing the NAVD 88
 ES0788.geopotential number by the normal gravity value computed on the
 ES0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0788.degrees latitude (g = 980.6199 gals.).
 ES0788
 ES0788.The modeled gravity was interpolated from observed gravity values.
 ES0788
 ES0788;                    North         East    Units  Estimated Accuracy
 ES0788;SPC AZ E     -   429,120.      213,870.      MT  (+/- 180 meters Scaled)
 ES0788
 ES0788                          SUPERSEDED SURVEY CONTROL
 ES0788
 ES0788.No superseded survey control is available for this station.
 ES0788
 ES0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD766589(NAD 83)
 ES0788_MARKER: DB = BENCH MARK DISK
 ES0788_SETTING: 66 = SET IN ROCK OUTCROP
 ES0788_SP_SET: ROCK OUTCROP
 ES0788_STAMPING: U 500 1983
 ES0788_MARK LOGO: NGS   
 ES0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0788+STABILITY: POSITION/ELEVATION WELL
 ES0788
 ES0788  HISTORY     - Date     Condition        Report By
 ES0788  HISTORY     - 1983     MONUMENTED       NGS
 ES0788
 ES0788                          STATION DESCRIPTION
 ES0788
 ES0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0788'3.8 KM (2.35 MI) SOUTH FROM HOLBROOK.
 ES0788'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0788'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) NORTH OF MILEPOST 386,
 ES0788'0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 377, IN THE
 ES0788'CENTER OF A 5 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 86.6
 ES0788'METERS (284.1 FT) SOUTHWEST OF THE SOUTHWEST END OF A BOX CULVERT,
 ES0788'61.3 METERS (201.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 13.0
 ES0788'METERS (42.7 FT) SOUTH OF THE SOUTH BANK OF A DRY WASH.
 ES0788'THE MARK IS 1.4 METERS  W FROM  A WITNESS POST AND FENCE
 ES0788'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0813 ***********************************************************************
 ES0813  DESIGNATION -  U 501
 ES0813  PID         -  ES0813
 ES0813  STATE/COUNTY-  AZ/NAVAJO
 ES0813  USGS QUAD   -  TAYLOR (1970)
 ES0813
 ES0813                         *CURRENT SURVEY CONTROL
 ES0813  ___________________________________________________________________
 ES0813* NAD 83(2007)-  34 26 59.80133(N)    110 05 35.04059(W)     NO CHECK  
 ES0813* NAVD 88     -      1727.297  (meters)    5666.97   (feet)  ADJUSTED  
 ES0813  ___________________________________________________________________
 ES0813  EPOCH DATE  -        2007.00
 ES0813  X           -  -1,809,316.539 (meters)                     COMP
 ES0813  Y           -  -4,946,044.244 (meters)                     COMP
 ES0813  Z           -   3,588,677.970 (meters)                     COMP
 ES0813  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 ES0813  ELLIP HEIGHT-        1703.249 (meters)          (02/10/07) NO CHECK
 ES0813  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ES0813  DYNAMIC HT  -        1724.820 (meters)    5658.85  (feet)  COMP
 ES0813
 ES0813  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0813  Type    PID    Designation                      North   East  Ellip
 ES0813  -------------------------------------------------------------------
 ES0813  NETWORK ES0813 U 501                             0.49   0.39   1.78
 ES0813  -------------------------------------------------------------------
 ES0813  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 ES0813
 ES0813  VERT ORDER  -  FIRST     CLASS II
 ES0813
 ES0813.The horizontal coordinates were established by GPS observations
 ES0813.and adjusted by the National Geodetic Survey in February 2007.
 ES0813
 ES0813.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0813.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0813.No horizontal observational check was made to the station.
 ES0813.The horizontal coordinates are valid at the epoch date displayed above.
 ES0813.The epoch date for horizontal control is a decimal equivalence
 ES0813.of Year/Month/Day.
 ES0813
 ES0813.The orthometric height was determined by differential leveling
 ES0813.and adjusted in June 1991.
 ES0813
 ES0813.Photographs are available for this station.
 ES0813
 ES0813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0813
 ES0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0813
 ES0813.The ellipsoidal height was determined by GPS observations
 ES0813.and is referenced to NAD 83.
 ES0813
 ES0813.The geoid height was determined by GEOID03.
 ES0813
 ES0813.The dynamic height is computed by dividing the NAVD 88
 ES0813.geopotential number by the normal gravity value computed on the
 ES0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0813.degrees latitude (g = 980.6199 gals.).
 ES0813
 ES0813.The modeled gravity was interpolated from observed gravity values.
 ES0813
 ES0813;                    North         East     Units Scale Factor Converg.
 ES0813;SPC AZ E     -   382,562.101   220,122.769   MT  0.99990056   +0 02 29.9
 ES0813;SPC AZ E     - 1,255,125.00    722,187.56   iFT  0.99990056   +0 02 29.9
 ES0813;UTM  12      - 3,812,419.806   583,310.403   MT  0.99968555   +0 30 47.0
 ES0813
 ES0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0813!SPC AZ E     -   0.99973270  x   0.99990056  =   0.99963329
 ES0813!UTM  12      -   0.99973270  x   0.99968555  =   0.99941834
 ES0813
 ES0813                          SUPERSEDED SURVEY CONTROL
 ES0813
 ES0813  NAD 83(1992)-  34 26 59.80132(N)    110 05 35.04043(W) AD(       ) 1
 ES0813  ELLIP H (01/17/05) 1703.256  (m)                       GP(       ) 4 1
 ES0813  NAVD 88 (01/17/05) 1727.30   (m)         5667.0    (f) LEVELING    3  
 ES0813
 ES0813.Superseded values are not recommended for survey control.
 ES0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0813.See file dsdata.txt to determine how the superseded data were derived.
 ES0813
 ES0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8331012420(NAD 83)
 ES0813_MARKER: DB = BENCH MARK DISK
 ES0813_SETTING: 66 = SET IN ROCK OUTCROP
 ES0813_SP_SET: ROCK OUTCROP
 ES0813_STAMPING: U 501 1983
 ES0813_MARK LOGO: NGS   
 ES0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0813+STABILITY: POSITION/ELEVATION WELL
 ES0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0813+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 ES0813
 ES0813  HISTORY     - Date     Condition        Report By
 ES0813  HISTORY     - 1983     MONUMENTED       NGS
 ES0813  HISTORY     - 20041104 GOOD             MSAM
 ES0813  HISTORY     - 20061103 GOOD             GEOCAC
 ES0813
 ES0813                          STATION DESCRIPTION
 ES0813
 ES0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0813'24.0 KM (14.9 MI) NORTH FROM SHOW LOW.
 ES0813'24.0 KM (14.9 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0813'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 ES0813'357, IN THE CENTER OF A 3 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 ES0813'30.0 METERS (98.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.5
 ES0813'METERS (64.0 FT) SOUTH OF THE NORTH END OF A HIGHWAY CUT AND 4.2
 ES0813'METERS (13.8 FT) NORTHWEST OF UTILITY POLE NUMBER 31-17.
 ES0813'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 ES0813'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 ES0813
 ES0813                          STATION RECOVERY (2004)
 ES0813
 ES0813'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 ES0813'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2004
 ES0813'RECOVERED AS DESCRIBED.
 ES0813
 ES0813                          STATION RECOVERY (2006)
 ES0813
 ES0813'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0829 ***********************************************************************
 ES0829  DESIGNATION -  U 502
 ES0829  PID         -  ES0829
 ES0829  STATE/COUNTY-  AZ/NAVAJO
 ES0829  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0829
 ES0829                         *CURRENT SURVEY CONTROL
 ES0829  ___________________________________________________________________
 ES0829* NAD 83(1986)-  34 16 40.     (N)    110 01 33.     (W)     SCALED    
 ES0829* NAVD 88     -      1945.018  (meters)    6381.28   (feet)  ADJUSTED  
 ES0829  ___________________________________________________________________
 ES0829  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 ES0829  DYNAMIC HT  -        1942.134 (meters)    6371.82  (feet)  COMP
 ES0829  MODELED GRAV-     979,083.4   (mgal)                       NAVD 88
 ES0829
 ES0829  VERT ORDER  -  FIRST     CLASS II
 ES0829
 ES0829.The horizontal coordinates were scaled from a topographic map and have
 ES0829.an estimated accuracy of +/- 6 seconds.
 ES0829
 ES0829.The orthometric height was determined by differential leveling
 ES0829.and adjusted in June 1991.
 ES0829
 ES0829.The geoid height was determined by GEOID03.
 ES0829
 ES0829.The dynamic height is computed by dividing the NAVD 88
 ES0829.geopotential number by the normal gravity value computed on the
 ES0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0829.degrees latitude (g = 980.6199 gals.).
 ES0829
 ES0829.The modeled gravity was interpolated from observed gravity values.
 ES0829
 ES0829;                    North         East    Units  Estimated Accuracy
 ES0829;SPC AZ E     -   363,470.      226,330.      MT  (+/- 180 meters Scaled)
 ES0829
 ES0829                          SUPERSEDED SURVEY CONTROL
 ES0829
 ES0829.No superseded survey control is available for this station.
 ES0829
 ES0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC896933(NAD 83)
 ES0829_MARKER: DB = BENCH MARK DISK
 ES0829_SETTING: 66 = SET IN ROCK OUTCROP
 ES0829_SP_SET: ROCK OUTCROP
 ES0829_STAMPING: U 502 1983
 ES0829_MARK LOGO: NGS   
 ES0829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0829+STABILITY: POSITION/ELEVATION WELL
 ES0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0829+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 ES0829
 ES0829  HISTORY     - Date     Condition        Report By
 ES0829  HISTORY     - 1983     MONUMENTED       NGS
 ES0829  HISTORY     - 20040819 GOOD             USPSQD
 ES0829  HISTORY     - 20060712 GOOD             NGS
 ES0829
 ES0829                          STATION DESCRIPTION
 ES0829
 ES0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0829'3.3 KM (2.05 MI) NORTH FROM SHOW LOW.
 ES0829'3.3 KM (2.05 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0829'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.4 KM (0.25 MI) SOUTH OF MILEPOST
 ES0829'344, IN THE CENTER OF A 3 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 ES0829'29.5 METERS (96.8 FT) SOUTH-SOUTHEAST OF THE EAST END OF A BOX
 ES0829'CULVERT, 17.3 METERS (56.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 ES0829'HIGHWAY AND 13.5 METERS (44.3 FT) SOUTHWEST OF A FENCE.
 ES0829'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0829'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 ES0829
 ES0829                          STATION RECOVERY (2004)
 ES0829
 ES0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0829'RECOVERED AS DESCRIBED.
 ES0829
 ES0829                          STATION RECOVERY (2006)
 ES0829
 ES0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 ES0829'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0531 ***********************************************************************
 FQ0531  DESIGNATION -  U 503
 FQ0531  PID         -  FQ0531
 FQ0531  STATE/COUNTY-  AZ/COCONINO
 FQ0531  USGS QUAD   -  TUCKER MESA (1983)
 FQ0531
 FQ0531                         *CURRENT SURVEY CONTROL
 FQ0531  ___________________________________________________________________
 FQ0531* NAD 83(1986)-  35 04 22.     (N)    110 51 06.     (W)     SCALED    
 FQ0531* NAVD 88     -      1546.333  (meters)    5073.26   (feet)  ADJUSTED  
 FQ0531  ___________________________________________________________________
 FQ0531  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0531  DYNAMIC HT  -        1544.273 (meters)    5066.50  (feet)  COMP
 FQ0531  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 FQ0531
 FQ0531  VERT ORDER  -  FIRST     CLASS II
 FQ0531
 FQ0531.The horizontal coordinates were scaled from a topographic map and have
 FQ0531.an estimated accuracy of +/- 6 seconds.
 FQ0531
 FQ0531.The orthometric height was determined by differential leveling
 FQ0531.and adjusted in June 1991.
 FQ0531
 FQ0531.The geoid height was determined by GEOID03.
 FQ0531
 FQ0531.The dynamic height is computed by dividing the NAVD 88
 FQ0531.geopotential number by the normal gravity value computed on the
 FQ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0531.degrees latitude (g = 980.6199 gals.).
 FQ0531
 FQ0531.The modeled gravity was interpolated from observed gravity values.
 FQ0531
 FQ0531;                    North         East    Units  Estimated Accuracy
 FQ0531;SPC AZ C     -   452,170.      310,490.      MT  (+/- 180 meters Scaled)
 FQ0531
 FQ0531                          SUPERSEDED SURVEY CONTROL
 FQ0531
 FQ0531.No superseded survey control is available for this station.
 FQ0531
 FQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD135811(NAD 83)
 FQ0531_MARKER: I = METAL ROD
 FQ0531_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FQ0531+WITH SETTING: INFORMATION.
 FQ0531_SP_SET: SHALLOW SET METAL ROD
 FQ0531_STAMPING: U 503 1983
 FQ0531_MARK LOGO: NGS   
 FQ0531_PROJECTION: FLUSH
 FQ0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0531_ROD/PIPE-DEPTH: 1.8  meters
 FQ0531
 FQ0531  HISTORY     - Date     Condition        Report By
 FQ0531  HISTORY     - 1983     MONUMENTED       NGS
 FQ0531
 FQ0531                          STATION DESCRIPTION
 FQ0531
 FQ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0531'15.4 KM (9.55 MI) WEST FROM WINSLOW.
 FQ0531'15.4 KM (9.55 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0531'HIGHWAY 40 FROM THE POST OFFICE IN WINSLOW, 0.6 KM (0.35 MI) SOUTHEAST
 FQ0531'OF MILEPOST 244, 11.8 METERS (38.7 FT) NORTHEAST OF THE CENTERLINE OF
 FQ0531'THE WEST BOUND LANES OF THE HIGHWAY, 2.2 METERS (7.2 FT) SOUTHWEST OF
 FQ0531'A FENCE AND 1.6 METERS (5.2 FT) NORTHEAST OF THE SOUTHWEST LEG OF A
 FQ0531'HIGHWAY INFORMATION SIGN (METEOR CITY ROAD 5 FLAGSTAFF 48).
 FQ0531'REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS
 FQ0531'THROUGH A 5-INCH LOGO CAP.
 FQ0531'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FQ0531'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0536 ***********************************************************************
 FQ0536  DESIGNATION -  U 504
 FQ0536  PID         -  FQ0536
 FQ0536  STATE/COUNTY-  AZ/COCONINO
 FQ0536  USGS QUAD   -  BABBITT WASH (1983)
 FQ0536
 FQ0536                         *CURRENT SURVEY CONTROL
 FQ0536  ___________________________________________________________________
 FQ0536* NAD 83(1986)-  35 07 43.     (N)    111 11 00.     (W)     SCALED    
 FQ0536* NAVD 88     -      1736.976  (meters)    5698.73   (feet)  ADJUSTED  
 FQ0536  ___________________________________________________________________
 FQ0536  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FQ0536  DYNAMIC HT  -        1734.612 (meters)    5690.97  (feet)  COMP
 FQ0536  MODELED GRAV-     979,211.6   (mgal)                       NAVD 88
 FQ0536
 FQ0536  VERT ORDER  -  FIRST     CLASS II
 FQ0536
 FQ0536.The horizontal coordinates were scaled from a topographic map and have
 FQ0536.an estimated accuracy of +/- 6 seconds.
 FQ0536
 FQ0536.The orthometric height was determined by differential leveling
 FQ0536.and adjusted in June 1991.
 FQ0536
 FQ0536.The geoid height was determined by GEOID03.
 FQ0536
 FQ0536.The dynamic height is computed by dividing the NAVD 88
 FQ0536.geopotential number by the normal gravity value computed on the
 FQ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0536.degrees latitude (g = 980.6199 gals.).
 FQ0536
 FQ0536.The modeled gravity was interpolated from observed gravity values.
 FQ0536
 FQ0536;                    North         East    Units  Estimated Accuracy
 FQ0536;SPC AZ C     -   458,090.      280,190.      MT  (+/- 180 meters Scaled)
 FQ0536
 FQ0536                          SUPERSEDED SURVEY CONTROL
 FQ0536
 FQ0536.No superseded survey control is available for this station.
 FQ0536
 FQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD832873(NAD 83)
 FQ0536_MARKER: DB = BENCH MARK DISK
 FQ0536_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0536_SP_SET: PIER
 FQ0536_STAMPING: U 504 1983
 FQ0536_MARK LOGO: NGS   
 FQ0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0536+STABILITY: POSITION/ELEVATION WELL
 FQ0536
 FQ0536  HISTORY     - Date     Condition        Report By
 FQ0536  HISTORY     - 1983     MONUMENTED       NGS
 FQ0536
 FQ0536                          STATION DESCRIPTION
 FQ0536
 FQ0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0536'46.2 KM (28.7 MI) EAST FROM FLAGSTAFF.
 FQ0536'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0536'RAILROAD STATION IN FLAGSTAFF, THENCE 32.6 KM (20.25 MI) EASTERLY
 FQ0536'ALONG INTERSTATE HIGHWAY 40, OR 47.1 KM (29.25 MI) WESTERLY ALONG
 FQ0536'U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE POST OFFICE IN
 FQ0536'WINSLOW, SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST
 FQ0536'SOUTHWESTERLY 1 OF 3 PIERS OF THE BUFFALO RANGE ROAD OVERPASS, 5.6
 FQ0536'METERS (18.4 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 5.6
 FQ0536'METERS (18.4 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 FQ0536'OF THE HIGHWAY.
 FQ0536'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0443 ***********************************************************************
 GP0443  DESIGNATION -  U 506
 GP0443  PID         -  GP0443
 GP0443  STATE/COUNTY-  AZ/COCONINO
 GP0443  USGS QUAD   -  TONALEA (1982)
 GP0443
 GP0443                         *CURRENT SURVEY CONTROL
 GP0443  ___________________________________________________________________
 GP0443* NAD 83(1986)-  36 21 24.     (N)    110 54 19.     (W)     SCALED    
 GP0443* NAVD 88     -      1699.663  (meters)    5576.31   (feet)  ADJUSTED  
 GP0443  ___________________________________________________________________
 GP0443  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 GP0443  DYNAMIC HT  -        1697.537 (meters)    5569.34  (feet)  COMP
 GP0443  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 GP0443
 GP0443  VERT ORDER  -  FIRST     CLASS II
 GP0443
 GP0443.The horizontal coordinates were scaled from a topographic map and have
 GP0443.an estimated accuracy of +/- 6 seconds.
 GP0443
 GP0443.The orthometric height was determined by differential leveling
 GP0443.and adjusted in June 1991.
 GP0443
 GP0443.The geoid height was determined by GEOID03.
 GP0443
 GP0443.The dynamic height is computed by dividing the NAVD 88
 GP0443.geopotential number by the normal gravity value computed on the
 GP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0443.degrees latitude (g = 980.6199 gals.).
 GP0443
 GP0443.The modeled gravity was interpolated from observed gravity values.
 GP0443
 GP0443;                    North         East    Units  Estimated Accuracy
 GP0443;SPC AZ C     -   594,560.      304,130.      MT  (+/- 180 meters Scaled)
 GP0443
 GP0443                          SUPERSEDED SURVEY CONTROL
 GP0443
 GP0443.No superseded survey control is available for this station.
 GP0443
 GP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF084235(NAD 83)
 GP0443_MARKER: I = METAL ROD
 GP0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0443_SP_SET: STAINLESS STEEL ROD
 GP0443_STAMPING: U 506 1983
 GP0443_MARK LOGO: NGS   
 GP0443_PROJECTION: FLUSH
 GP0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0443_ROD/PIPE-DEPTH: 4.3  meters
 GP0443
 GP0443  HISTORY     - Date     Condition        Report By
 GP0443  HISTORY     - 1983     MONUMENTED       NGS
 GP0443
 GP0443                          STATION DESCRIPTION
 GP0443
 GP0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0443'41.1 KM (25.6 MI) NE FROM TUBA CITY.
 GP0443'41.1 KM (25.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0443'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 5.1 KM (3.15 MI)
 GP0443'NORTHEAST OF THE RED LAKE TRADING POST, 171.0 METERS (561.0 FT)
 GP0443'NORTHEAST OF MILEPOST 347, AND 30.3 METERS (99.4 FT) SOUTHEAST OF THE
 GP0443'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 GP0443'A 5-INCH LOGO CAP.
 GP0443'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0443'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0479 ***********************************************************************
 FQ0479  DESIGNATION -  U 508
 FQ0479  PID         -  FQ0479
 FQ0479  STATE/COUNTY-  AZ/COCONINO
 FQ0479  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0479
 FQ0479                         *CURRENT SURVEY CONTROL
 FQ0479  ___________________________________________________________________
 FQ0479* NAD 83(2007)-  35 30 08.85890(N)    111 33 02.12820(W)     ADJUSTED  
 FQ0479* NAVD 88     -      1855.535  (meters)    6087.70   (feet)  ADJUSTED  
 FQ0479  ___________________________________________________________________
 FQ0479  EPOCH DATE  -        2007.00
 FQ0479  X           -  -1,909,983.772 (meters)                     COMP
 FQ0479  Y           -  -4,836,248.952 (meters)                     COMP
 FQ0479  Z           -   3,684,454.406 (meters)                     COMP
 FQ0479  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 FQ0479  ELLIP HEIGHT-        1832.421 (meters)          (02/10/07) ADJUSTED
 FQ0479  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0479  DYNAMIC HT  -        1853.061 (meters)    6079.58  (feet)  COMP
 FQ0479
 FQ0479  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0479  Type    PID    Designation                      North   East  Ellip
 FQ0479  -------------------------------------------------------------------
 FQ0479  NETWORK FQ0479 U 508                             0.55   0.45   1.16
 FQ0479  -------------------------------------------------------------------
 FQ0479  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 FQ0479
 FQ0479  VERT ORDER  -  FIRST     CLASS II
 FQ0479
 FQ0479.The horizontal coordinates were established by GPS observations
 FQ0479.and adjusted by the National Geodetic Survey in February 2007.
 FQ0479
 FQ0479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0479.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0479.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0479.The epoch date for horizontal control is a decimal equivalence
 FQ0479.of Year/Month/Day.
 FQ0479
 FQ0479.The orthometric height was determined by differential leveling
 FQ0479.and adjusted in June 1991.
 FQ0479
 FQ0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0479
 FQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0479
 FQ0479.The ellipsoidal height was determined by GPS observations
 FQ0479.and is referenced to NAD 83.
 FQ0479
 FQ0479.The geoid height was determined by GEOID03.
 FQ0479
 FQ0479.The dynamic height is computed by dividing the NAVD 88
 FQ0479.geopotential number by the normal gravity value computed on the
 FQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0479.degrees latitude (g = 980.6199 gals.).
 FQ0479
 FQ0479.The modeled gravity was interpolated from observed gravity values.
 FQ0479
 FQ0479;                    North         East     Units Scale Factor Converg.
 FQ0479;SPC AZ C     -   499,375.861   246,569.547   MT  0.99991359   +0 12 45.3
 FQ0479;SPC AZ C     - 1,638,372.25    808,955.21   iFT  0.99991359   +0 12 45.3
 FQ0479;UTM  12      - 3,928,905.707   450,066.451   MT  0.99963073   -0 19 11.1
 FQ0479
 FQ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0479!SPC AZ C     -   0.99971247  x   0.99991359  =   0.99962608
 FQ0479!UTM  12      -   0.99971247  x   0.99963073  =   0.99934331
 FQ0479
 FQ0479                          SUPERSEDED SURVEY CONTROL
 FQ0479
 FQ0479  NAD 83(1992)-  35 30 08.85874(N)    111 33 02.12771(W) AD(       ) B
 FQ0479  ELLIP H (08/22/05) 1832.423  (m)                       GP(       ) 3 1
 FQ0479  NAVD 88 (08/22/05) 1855.59   (m)         6087.9    (f) LEVELING    3  
 FQ0479
 FQ0479.Superseded values are not recommended for survey control.
 FQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0479.See file dsdata.txt to determine how the superseded data were derived.
 FQ0479
 FQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5006628906(NAD 83)
 FQ0479_MARKER: DB = BENCH MARK DISK
 FQ0479_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0479_SP_SET: ROCK OUTCROP
 FQ0479_STAMPING: U 508 1983
 FQ0479_MARK LOGO: NGS   
 FQ0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FQ0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0479+STABILITY: POSITION/ELEVATION WELL
 FQ0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0479+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FQ0479
 FQ0479  HISTORY     - Date     Condition        Report By
 FQ0479  HISTORY     - 1983     MONUMENTED       NGS
 FQ0479  HISTORY     - 20050401 GOOD             NGS
 FQ0479
 FQ0479                          STATION DESCRIPTION
 FQ0479
 FQ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0479'44.4 KM (27.6 MI) NORTH FROM FLAGSTAFF.
 FQ0479'44.4 KM (27.6 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0479'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 6 BY 8 FOOT
 FQ0479'PORTION OF VOLCANIC OUTCROP AT THE NORTH END OF A LOW CUT, 0.5 KM (0.3
 FQ0479'MI) SOUTH OF MILEPOST 440, 9.7 METERS (32 FT) WEST OF THE HIGHWAY
 FQ0479'CENTERLINE, 30.4 METERS (100 FT) WEST ACROSS THE HIGHWAY FROM
 FQ0479'TELEPHONE POLE 1, 12.4 METERS (41 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0479'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0479'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FQ0479
 FQ0479                          STATION RECOVERY (2005)
 FQ0479
 FQ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FQ0479'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0024 ***********************************************************************
 GQ0024  DESIGNATION -  U 51
 GQ0024  PID         -  GQ0024
 GQ0024  STATE/COUNTY-  AZ/COCONINO
 GQ0024  USGS QUAD   -  JACOB LAKE (1988)
 GQ0024
 GQ0024                         *CURRENT SURVEY CONTROL
 GQ0024  ___________________________________________________________________
 GQ0024* NAD 83(1986)-  36 42 49.     (N)    112 12 57.     (W)     SCALED    
 GQ0024* NAVD 88     -      2409.462  (meters)    7905.04   (feet)  POSTED    
 GQ0024  ___________________________________________________________________
 GQ0024  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 GQ0024  DYNAMIC HT  -        2406.260 (meters)    7894.54  (feet)  COMP
 GQ0024  MODELED GRAV-     979,216.4   (mgal)                       NAVD 88
 GQ0024
 GQ0024  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0024
 GQ0024.The horizontal coordinates were scaled from a topographic map and have
 GQ0024.an estimated accuracy of +/- 6 seconds.
 GQ0024
 GQ0024.The orthometric height was determined by differential leveling
 GQ0024.and adjusted by the  in 1992.
 GQ0024.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0024.rate of 0.0 thru 1.0 mm/km.
 GQ0024
 GQ0024.The geoid height was determined by GEOID03.
 GQ0024
 GQ0024.The dynamic height is computed by dividing the NAVD 88
 GQ0024.geopotential number by the normal gravity value computed on the
 GQ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0024.degrees latitude (g = 980.6199 gals.).
 GQ0024
 GQ0024.The modeled gravity was interpolated from observed gravity values.
 GQ0024
 GQ0024;                    North         East    Units  Estimated Accuracy
 GQ0024;SPC AZ C     -   633,730.      186,630.      MT  (+/- 180 meters Scaled)
 GQ0024
 GQ0024                          SUPERSEDED SURVEY CONTROL
 GQ0024
 GQ0024  NGVD 29 (??/??/92) 2408.244  (m)         7901.05   (f) ADJ UNCH    1 2
 GQ0024
 GQ0024.Superseded values are not recommended for survey control.
 GQ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0024.See file dsdata.txt to determine how the superseded data were derived.
 GQ0024
 GQ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF914637(NAD 83)
 GQ0024_MARKER: DB = BENCH MARK DISK
 GQ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0024_STAMPING: U 51 1934
 GQ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0024+STABILITY: SURFACE MOTION
 GQ0024
 GQ0024  HISTORY     - Date     Condition        Report By
 GQ0024  HISTORY     - 1934     MONUMENTED       CGS
 GQ0024  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 GQ0024
 GQ0024                          STATION DESCRIPTION
 GQ0024
 GQ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0024'0.1 MI N FROM JACOB LAKE.
 GQ0024'0.1 MILE NORTH ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO COUNTY,
 GQ0024'35 FEET SOUTH OF A 2-FOOT CAST-IRON PIPE CULVERT WITH ROCK HEADWALLS,
 GQ0024'25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 GQ0024'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED U 51 1934 AND SET IN THE
 GQ0024'TOP OF A CONCRETE POST.
 GQ0024
 GQ0024                          STATION RECOVERY (1984)
 GQ0024
 GQ0024'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (JLD)
 GQ0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0345 ***********************************************************************
 GP0345  DESIGNATION -  U 510
 GP0345  PID         -  GP0345
 GP0345  STATE/COUNTY-  AZ/COCONINO
 GP0345  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0345
 GP0345                         *CURRENT SURVEY CONTROL
 GP0345  ___________________________________________________________________
 GP0345* NAD 83(1986)-  36 05 03.     (N)    111 23 29.     (W)     SCALED    
 GP0345* NAVD 88     -      1372.821  (meters)    4504.00   (feet)  ADJUSTED  
 GP0345  ___________________________________________________________________
 GP0345  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 GP0345  DYNAMIC HT  -        1371.144 (meters)    4498.49  (feet)  COMP
 GP0345  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 GP0345
 GP0345  VERT ORDER  -  FIRST     CLASS II
 GP0345
 GP0345.The horizontal coordinates were scaled from a topographic map and have
 GP0345.an estimated accuracy of +/- 6 seconds.
 GP0345
 GP0345.The orthometric height was determined by differential leveling
 GP0345.and adjusted in June 1991.
 GP0345
 GP0345.The geoid height was determined by GEOID03.
 GP0345
 GP0345.The dynamic height is computed by dividing the NAVD 88
 GP0345.geopotential number by the normal gravity value computed on the
 GP0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0345.degrees latitude (g = 980.6199 gals.).
 GP0345
 GP0345.The modeled gravity was interpolated from observed gravity values.
 GP0345
 GP0345;                    North         East    Units  Estimated Accuracy
 GP0345;SPC AZ C     -   563,980.      260,670.      MT  (+/- 180 meters Scaled)
 GP0345
 GP0345                          SUPERSEDED SURVEY CONTROL
 GP0345
 GP0345.No superseded survey control is available for this station.
 GP0345
 GP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE647933(NAD 83)
 GP0345_MARKER: DB = BENCH MARK DISK
 GP0345_SETTING: 66 = SET IN ROCK OUTCROP
 GP0345_SP_SET: ROCK OUTCROP
 GP0345_STAMPING: U 510 1983
 GP0345_MARK LOGO: NGS   
 GP0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0345+STABILITY: POSITION/ELEVATION WELL
 GP0345
 GP0345  HISTORY     - Date     Condition        Report By
 GP0345  HISTORY     - 1983     MONUMENTED       NGS
 GP0345
 GP0345                          STATION DESCRIPTION
 GP0345
 GP0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0345'23.6 KM (14.7 MI) NORTH FROM CAMERON.
 GP0345'23.6 KM (14.7 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0345'CAMERON, IN TOP OF A PORTION OF OUTCROP AT THE NORTH END OF A HIGH CUT
 GP0345'BANK, 0.5 KM (0.3 MI) NORTH OF MILEPOST 481, 13.7 METERS (45 FT) WEST
 GP0345'OF THE HIGHWAY CENTERLINE, 96.1 METERS (315 FT) SOUTH OF THE SOUTH END
 GP0345'OF A STEEL GUARD RAIL, 9.1 METERS (30 FT) SOUTH OF THE NORTH END OF
 GP0345'THE CUT.
 GP0345'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 GP0345'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0470 ***********************************************************************
 FQ0470  DESIGNATION -  U 511
 FQ0470  PID         -  FQ0470
 FQ0470  STATE/COUNTY-  AZ/COCONINO
 FQ0470  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0470
 FQ0470                         *CURRENT SURVEY CONTROL
 FQ0470  ___________________________________________________________________
 FQ0470* NAD 83(1986)-  35 22 56.     (N)    111 34 50.     (W)     SCALED    
 FQ0470* NAVD 88     -      2212.545  (meters)    7258.99   (feet)  ADJUSTED  
 FQ0470  ___________________________________________________________________
 FQ0470  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 FQ0470  DYNAMIC HT  -        2209.423 (meters)    7248.75  (feet)  COMP
 FQ0470  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 FQ0470
 FQ0470  VERT ORDER  -  FIRST     CLASS II
 FQ0470
 FQ0470.The horizontal coordinates were scaled from a topographic map and have
 FQ0470.an estimated accuracy of +/- 6 seconds.
 FQ0470
 FQ0470.The orthometric height was determined by differential leveling
 FQ0470.and adjusted in June 1991.
 FQ0470
 FQ0470.The geoid height was determined by GEOID03.
 FQ0470
 FQ0470.The dynamic height is computed by dividing the NAVD 88
 FQ0470.geopotential number by the normal gravity value computed on the
 FQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0470.degrees latitude (g = 980.6199 gals.).
 FQ0470
 FQ0470.The modeled gravity was interpolated from observed gravity values.
 FQ0470
 FQ0470;                    North         East    Units  Estimated Accuracy
 FQ0470;SPC AZ C     -   486,030.      243,900.      MT  (+/- 180 meters Scaled)
 FQ0470
 FQ0470                          SUPERSEDED SURVEY CONTROL
 FQ0470
 FQ0470.No superseded survey control is available for this station.
 FQ0470
 FQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE472155(NAD 83)
 FQ0470_MARKER: DB = BENCH MARK DISK
 FQ0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0470_SP_SET: BOX CULVERT
 FQ0470_STAMPING: U 511 1983
 FQ0470_MARK LOGO: NGS   
 FQ0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0470
 FQ0470  HISTORY     - Date     Condition        Report By
 FQ0470  HISTORY     - 1983     MONUMENTED       NGS
 FQ0470
 FQ0470                          STATION DESCRIPTION
 FQ0470
 FQ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0470'30.9 KM (19.2 MI) NORTH FROM FLAGSTAFF.
 FQ0470'30.9 KM (19.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0470'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE NORTH END OF
 FQ0470'THE EAST HEADWALL FOR A 6 BY 8 FOOT BOX CULVERT, 0.3 KM (0.2 MI) NORTH
 FQ0470'OF THE SUMMIT AND MILEPOST 431, 5.7 METERS (19 FT) EAST OF THE HIGHWAY
 FQ0470'CENTERLINE, 0.3 METER (1 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 FQ0470'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0416 ***********************************************************************
 GP0416  DESIGNATION -  U 512
 GP0416  PID         -  GP0416
 GP0416  STATE/COUNTY-  AZ/NAVAJO
 GP0416  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0416
 GP0416                         *CURRENT SURVEY CONTROL
 GP0416  ___________________________________________________________________
 GP0416* NAD 83(1986)-  36 34 36.     (N)    110 28 27.     (W)     SCALED    
 GP0416* NAVD 88     -      1992.294  (meters)    6536.38   (feet)  ADJUSTED  
 GP0416  ___________________________________________________________________
 GP0416  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GP0416  DYNAMIC HT  -        1989.763 (meters)    6528.08  (feet)  COMP
 GP0416  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 GP0416
 GP0416  VERT ORDER  -  FIRST     CLASS II
 GP0416
 GP0416.The horizontal coordinates were scaled from a topographic map and have
 GP0416.an estimated accuracy of +/- 6 seconds.
 GP0416
 GP0416.The orthometric height was determined by differential leveling
 GP0416.and adjusted in June 1991.
 GP0416
 GP0416.The geoid height was determined by GEOID03.
 GP0416
 GP0416.The dynamic height is computed by dividing the NAVD 88
 GP0416.geopotential number by the normal gravity value computed on the
 GP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0416.degrees latitude (g = 980.6199 gals.).
 GP0416
 GP0416.The modeled gravity was interpolated from observed gravity values.
 GP0416
 GP0416;                    North         East    Units  Estimated Accuracy
 GP0416;SPC AZ E     -   618,540.      185,840.      MT  (+/- 180 meters Scaled)
 GP0416
 GP0416                          SUPERSEDED SURVEY CONTROL
 GP0416
 GP0416.No superseded survey control is available for this station.
 GP0416
 GP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF470480(NAD 83)
 GP0416_MARKER: DB = BENCH MARK DISK
 GP0416_SETTING: 66 = SET IN ROCK OUTCROP
 GP0416_SP_SET: ROCK OUTCROP
 GP0416_STAMPING: U 512 1983
 GP0416_MARK LOGO: NGS   
 GP0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0416+STABILITY: POSITION/ELEVATION WELL
 GP0416
 GP0416  HISTORY     - Date     Condition        Report By
 GP0416  HISTORY     - 1983     MONUMENTED       NGS
 GP0416
 GP0416                          STATION DESCRIPTION
 GP0416
 GP0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0416'27.5 KM (17.1 MI) SW FROM KAYENTA.
 GP0416'27.5 KM (17.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0416'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 3.0 KM (1.85 MI) NORTHEAST
 GP0416'OF THE INTERSECTION OF STATE HIGHWAY 564, 0.3 KM (0.2 MI) NORTHEAST OF
 GP0416'MILEPOST 376, IN THE EASTERN 1/2 OF A 20- BY 150-FOOT EXPOSED AREA OF
 GP0416'OUTCROPPING BEDROCK IN A DRY WASH, 76.0 METERS (249.3 FT) EAST OF THE
 GP0416'CENTERLINE OF THE HIGHWAY, 13.9 METERS (45.6 FT) EAST OF A FENCE,
 GP0416'2.4 METERS (7.9 FT) SOUTH OF THE NORTH EDGE OF A LEDGE, AND 1.8 METERS
 GP0416'(5.9 FT) NORTH OF THE SOUTH EDGE OF A LEDGE.
 GP0416'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0416'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8508 ***********************************************************************
 AH8508  DESIGNATION -  U 513
 AH8508  PID         -  AH8508
 AH8508  STATE/COUNTY-  AZ/MARICOPA
 AH8508  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8508
 AH8508                         *CURRENT SURVEY CONTROL
 AH8508  ___________________________________________________________________
 AH8508* NAD 83(1986)-  33 33 31.     (N)    111 53 57.     (W)     SCALED    
 AH8508* NAVD 88     -       401.380  (meters)    1316.86   (feet)  READJUSTED
 AH8508  ___________________________________________________________________
 AH8508  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AH8508  DYNAMIC HT  -         400.910 (meters)    1315.32  (feet)  COMP
 AH8508  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 AH8508
 AH8508  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AH8508
 AH8508.The horizontal coordinates were scaled from a topographic map and have
 AH8508.an estimated accuracy of +/- 6 seconds.
 AH8508
 AH8508.The orthometric height was determined by differential leveling
 AH8508.and adjusted in July 2002.
 AH8508.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AH8508.distribution rate of 0.0 thru 1.0 mm/km.
 AH8508.The height was derived from older observations constrained to new
 AH8508.heights in a crustal motion area.  The height is approximate in
 AH8508.relation to other heights in its vicinity.
 AH8508
 AH8508.The geoid height was determined by GEOID03.
 AH8508
 AH8508.The dynamic height is computed by dividing the NAVD 88
 AH8508.geopotential number by the normal gravity value computed on the
 AH8508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8508.degrees latitude (g = 980.6199 gals.).
 AH8508
 AH8508.The modeled gravity was interpolated from observed gravity values.
 AH8508
 AH8508;                    North         East    Units  Estimated Accuracy
 AH8508;SPC AZ C     -   283,700.      214,990.      MT  (+/- 180 meters Scaled)
 AH8508
 AH8508                          SUPERSEDED SURVEY CONTROL
 AH8508
 AH8508.No superseded survey control is available for this station.
 AH8508
 AH8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC165135(NAD 83)
 AH8508_MARKER: DD = SURVEY DISK
 AH8508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8508_STAMPING: U 513
 AH8508_MARK LOGO: AZ0420
 AH8508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8508+STABILITY: SURFACE MOTION
 AH8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8508+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 AH8508
 AH8508  HISTORY     - Date     Condition        Report By
 AH8508  HISTORY     - UNK      MONUMENTED       AZ0420
 AH8508  HISTORY     - 19990301 GOOD             NGS
 AH8508  HISTORY     - 20070416 GOOD             GEOCAC
 AH8508
 AH8508                          STATION DESCRIPTION
 AH8508
 AH8508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8508'IN SCOTTSDALE, AT THE INTERSECTION OF ROYAL PALM AND HAYDEN ROADS,
 AH8508'NEAR THE CENTER OF THE INTERSECTION, 10.0 M (32.8 FT) EAST OF THE
 AH8508'CENTER OF THE SOUTHBOUND LANES OF HAYDEN ROAD, 9.5 M (31.2 FT) WEST OF
 AH8508'THE CENTER OF THE NORTHBOUND LANES OF HAYDEN ROAD, 2.1 M (6.9 FT)
 AH8508'NORTH OF THE EXTENDED CENTER OF ROYAL PALM ROAD, AND THE MONUMENT IS
 AH8508'FLUSH WITH AND SURROUNDED BY THE ROAD SURFACE.  NOTE--THE MARK IS ON
 AH8508'ROAD RIGHT-OF-WAY.
 AH8508
 AH8508                          STATION RECOVERY (2007)
 AH8508
 AH8508'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AH8508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2512 ***********************************************************************
 CZ2512  DESIGNATION -  U 516
 CZ2512  PID         -  CZ2512
 CZ2512  STATE/COUNTY-  AZ/PINAL
 CZ2512  USGS QUAD   -  ELOY NORTH (1992)
 CZ2512
 CZ2512                         *CURRENT SURVEY CONTROL
 CZ2512  ___________________________________________________________________
 CZ2512* NAD 83(1986)-  32 49 18.     (N)    111 30 55.     (W)     SCALED    
 CZ2512* NAVD 88     -       461.400  (meters)    1513.78   (feet)  ADJUSTED  
 CZ2512  ___________________________________________________________________
 CZ2512  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ2512  DYNAMIC HT  -         460.823 (meters)    1511.88  (feet)  COMP
 CZ2512  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 CZ2512
 CZ2512  VERT ORDER  -  FIRST     CLASS II
 CZ2512
 CZ2512.The horizontal coordinates were scaled from a topographic map and have
 CZ2512.an estimated accuracy of +/- 6 seconds.
 CZ2512
 CZ2512.The orthometric height was determined by differential leveling
 CZ2512.and adjusted in November 1993.
 CZ2512
 CZ2512.The geoid height was determined by GEOID03.
 CZ2512
 CZ2512.The dynamic height is computed by dividing the NAVD 88
 CZ2512.geopotential number by the normal gravity value computed on the
 CZ2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2512.degrees latitude (g = 980.6199 gals.).
 CZ2512
 CZ2512.The modeled gravity was interpolated from observed gravity values.
 CZ2512
 CZ2512;                    North         East    Units  Estimated Accuracy
 CZ2512;SPC AZ C     -   202,050.      250,940.      MT  (+/- 180 meters Scaled)
 CZ2512
 CZ2512                          SUPERSEDED SURVEY CONTROL
 CZ2512
 CZ2512.No superseded survey control is available for this station.
 CZ2512
 CZ2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB517316(NAD 83)
 CZ2512_MARKER: I = METAL ROD
 CZ2512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2512_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2512_STAMPING: U 516 1992
 CZ2512_MARK LOGO: NGS   
 CZ2512_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ2512_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2512+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ2512_ROD/PIPE-DEPTH: 5.0  meters
 CZ2512_SLEEVE-DEPTH  : 0.9 meters
 CZ2512
 CZ2512  HISTORY     - Date     Condition        Report By
 CZ2512  HISTORY     - 1992     MONUMENTED       NGS
 CZ2512  HISTORY     - 20071110 GOOD             GEOCAC
 CZ2512
 CZ2512                          STATION DESCRIPTION
 CZ2512
 CZ2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2512'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2512'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2512'THENCE 9.8 KM (6.10 MI) NORTHERLY ALONG STATE HIGHWAY 87, 28.5 M
 CZ2512'(93.5 FT) NORTH OF THE CENTERLINE OF HANNA ROAD, 20.1 M (65.9 FT)
 CZ2512'WEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) SOUTH OF A UTILITY
 CZ2512'POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 CZ2512'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 CZ2512'THROUGH A 5-INCH LOGO CAP.
 CZ2512
 CZ2512                          STATION RECOVERY (2007)
 CZ2512
 CZ2512'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2311 ***********************************************************************
 DU2311  DESIGNATION -  U 517
 DU2311  PID         -  DU2311
 DU2311  STATE/COUNTY-  AZ/MARICOPA
 DU2311  USGS QUAD   -  BUCKHORN (1982)
 DU2311
 DU2311                         *CURRENT SURVEY CONTROL
 DU2311  ___________________________________________________________________
 DU2311* NAD 83(1986)-  33 27 10.     (N)    111 44 11.     (W)     SCALED    
 DU2311* NAVD 88     -       414.310  (meters)    1359.28   (feet)  ADJUSTED  
 DU2311  ___________________________________________________________________
 DU2311  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU2311  DYNAMIC HT  -         413.821 (meters)    1357.68  (feet)  COMP
 DU2311  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 DU2311
 DU2311  VERT ORDER  -  FIRST     CLASS II
 DU2311
 DU2311.The horizontal coordinates were scaled from a topographic map and have
 DU2311.an estimated accuracy of +/- 6 seconds.
 DU2311
 DU2311.The orthometric height was determined by differential leveling
 DU2311.and adjusted in November 1993.
 DU2311
 DU2311.The geoid height was determined by GEOID03.
 DU2311
 DU2311.The dynamic height is computed by dividing the NAVD 88
 DU2311.geopotential number by the normal gravity value computed on the
 DU2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2311.degrees latitude (g = 980.6199 gals.).
 DU2311
 DU2311.The modeled gravity was interpolated from observed gravity values.
 DU2311
 DU2311;                    North         East    Units  Estimated Accuracy
 DU2311;SPC AZ C     -   271,980.      230,120.      MT  (+/- 180 meters Scaled)
 DU2311
 DU2311                          SUPERSEDED SURVEY CONTROL
 DU2311
 DU2311.No superseded survey control is available for this station.
 DU2311
 DU2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC315017(NAD 83)
 DU2311_MARKER: I = METAL ROD
 DU2311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2311_SP_SET: STAINLESS STEEL ROD
 DU2311_STAMPING: U 517 1992
 DU2311_MARK LOGO: NGS   
 DU2311_PROJECTION: FLUSH
 DU2311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2311+STABILITY: POSITION/ELEVATION WELL
 DU2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2311+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU2311_ROD/PIPE-DEPTH: 5.2  meters
 DU2311
 DU2311  HISTORY     - Date     Condition        Report By
 DU2311  HISTORY     - 1992     MONUMENTED       NGS
 DU2311  HISTORY     - 19951217 GOOD             CHANCE
 DU2311  HISTORY     - 20061227 GOOD             GEOCAC
 DU2311
 DU2311                          STATION DESCRIPTION
 DU2311
 DU2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2311'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2311'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2311'4.2 KM (2.60 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, 115.0 M
 DU2311'(377.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF EAST
 DU2311'MCKILLIPS ROAD, 12.0 M (39.4 FT) EAST OF THE CENTERLINE OF THE
 DU2311'NORTHBOUND LANES OF THE ROAD, 10.7 M (35.1 FT) SOUTH OF THE
 DU2311'CENTERLINE OF A PAVED ROAD LEADING TO AN AIRPORT PARKING AREA, 4.2 M
 DU2311'(13.8 FT) WEST OF A BRICK WALL, 2.0 M (6.6 FT) SOUTHWEST OF THE
 DU2311'SOUTHWEST FACE OF A BRICK PLANTER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 DU2311'THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS
 DU2311'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2311
 DU2311                          STATION RECOVERY (1995)
 DU2311
 DU2311'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 DU2311'RECOVERY NOTE BY CHANCE 1995 RECOVERED AS DESCRIBED AND IN GOOD
 DU2311'CONDITION.
 DU2311
 DU2311                          STATION RECOVERY (2006)
 DU2311
 DU2311'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2335 ***********************************************************************
 DU2335  DESIGNATION -  U 518
 DU2335  PID         -  DU2335
 DU2335  STATE/COUNTY-  AZ/MARICOPA
 DU2335  USGS QUAD   -  TEMPE (1982)
 DU2335
 DU2335                         *CURRENT SURVEY CONTROL
 DU2335  ___________________________________________________________________
 DU2335* NAD 83(1986)-  33 24 26.     (N)    111 56 26.     (W)     SCALED    
 DU2335* NAVD 88     -       354.833  (meters)    1164.15   (feet)  ADJUSTED  
 DU2335  ___________________________________________________________________
 DU2335  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2335  DYNAMIC HT  -         354.425 (meters)    1162.81  (feet)  COMP
 DU2335  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 DU2335
 DU2335  VERT ORDER  -  FIRST     CLASS II
 DU2335
 DU2335.The horizontal coordinates were scaled from a topographic map and have
 DU2335.an estimated accuracy of +/- 6 seconds.
 DU2335
 DU2335.The orthometric height was determined by differential leveling
 DU2335.and adjusted in November 1993.
 DU2335
 DU2335.The geoid height was determined by GEOID03.
 DU2335
 DU2335.The dynamic height is computed by dividing the NAVD 88
 DU2335.geopotential number by the normal gravity value computed on the
 DU2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2335.degrees latitude (g = 980.6199 gals.).
 DU2335
 DU2335.The modeled gravity was interpolated from observed gravity values.
 DU2335
 DU2335;                    North         East    Units  Estimated Accuracy
 DU2335;SPC AZ C     -   266,910.      211,140.      MT  (+/- 180 meters Scaled)
 DU2335
 DU2335                          SUPERSEDED SURVEY CONTROL
 DU2335
 DU2335.No superseded survey control is available for this station.
 DU2335
 DU2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB125968(NAD 83)
 DU2335_MARKER: DV = VERTICAL CONTROL DISK
 DU2335_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DU2335_SP_SET: BUILDING
 DU2335_STAMPING: U 518 1992
 DU2335_MARK LOGO: NGS   
 DU2335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2335+STABILITY: POSITION/ELEVATION WELL
 DU2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2335+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 DU2335
 DU2335  HISTORY     - Date     Condition        Report By
 DU2335  HISTORY     - 1992     MONUMENTED       NGS
 DU2335  HISTORY     - 20040401 GOOD             USPSQD
 DU2335  HISTORY     - 20060724 GOOD             USPSQD
 DU2335  HISTORY     - 20070928 GOOD             GEOCAC
 DU2335
 DU2335                          STATION DESCRIPTION
 DU2335
 DU2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2335'IN TEMPE, AT THE INTERSECTION OF WEST BROADWAY ROAD AND SOUTH MILL
 DU2335'AVENUE, SET VERTICALLY IN THE IN THE SOUTH FACE OF THE TEMPE HIGH
 DU2335'SCHOOL AUDITORIUM, 39.4 M (129.3 FT) WEST OF THE WEST CURB OF THE
 DU2335'AVENUE, 9.1 M (29.9 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 DU2335'2.4 M (7.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DU2335'ROAD, 1.5 M (4.9 FT) EAST OF THE EAST FACE OF A RAMP AT THE SOUTH
 DU2335'ENTRANCE, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU2335
 DU2335                          STATION RECOVERY (2004)
 DU2335
 DU2335'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DU2335'RECOVERED IN GOOD CONDITION.
 DU2335
 DU2335                          STATION RECOVERY (2006)
 DU2335
 DU2335'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 DU2335'RECOVERED AS DESCRIBED.
 DU2335
 DU2335                          STATION RECOVERY (2007)
 DU2335
 DU2335'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2335'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU2335'COORDINATES
 DU2335'33 24 27.1 (N)   111 56 25.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2309 ***********************************************************************
 DV2309  DESIGNATION -  U 519
 DV2309  PID         -  DV2309
 DV2309  STATE/COUNTY-  AZ/MARICOPA
 DV2309  USGS QUAD   -  TOLLESON (1982)
 DV2309
 DV2309                         *CURRENT SURVEY CONTROL
 DV2309  ___________________________________________________________________
 DV2309* NAD 83(1986)-  33 24 25.     (N)    112 15 04.     (W)     SCALED    
 DV2309* NAVD 88     -       300.772  (meters)     986.78   (feet)  ADJUSTED  
 DV2309  ___________________________________________________________________
 DV2309  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV2309  DYNAMIC HT  -         300.425 (meters)     985.64  (feet)  COMP
 DV2309  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 DV2309
 DV2309  VERT ORDER  -  FIRST     CLASS II
 DV2309
 DV2309.The horizontal coordinates were scaled from a topographic map and have
 DV2309.an estimated accuracy of +/- 6 seconds.
 DV2309
 DV2309.The orthometric height was determined by differential leveling
 DV2309.and adjusted in November 1993.
 DV2309
 DV2309.The geoid height was determined by GEOID03.
 DV2309
 DV2309.The dynamic height is computed by dividing the NAVD 88
 DV2309.geopotential number by the normal gravity value computed on the
 DV2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2309.degrees latitude (g = 980.6199 gals.).
 DV2309
 DV2309.The modeled gravity was interpolated from observed gravity values.
 DV2309
 DV2309;                    North         East    Units  Estimated Accuracy
 DV2309;SPC AZ C     -   266,930.      182,250.      MT  (+/- 180 meters Scaled)
 DV2309
 DV2309                          SUPERSEDED SURVEY CONTROL
 DV2309
 DV2309.No superseded survey control is available for this station.
 DV2309
 DV2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB836971(NAD 83)
 DV2309_MARKER: DV = VERTICAL CONTROL DISK
 DV2309_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2309_SP_SET: FOOTING
 DV2309_STAMPING: U 519 1992
 DV2309_MARK LOGO: NGS   
 DV2309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2309+STABILITY: POSITION/ELEVATION WELL
 DV2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2309+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2309
 DV2309  HISTORY     - Date     Condition        Report By
 DV2309  HISTORY     - 1992     MONUMENTED       NGS
 DV2309  HISTORY     - 20060810 GOOD             GEOCAC
 DV2309
 DV2309                          STATION DESCRIPTION
 DV2309
 DV2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2309'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2309'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2309'91ST AVENUE, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG WEST BROADWAY
 DV2309'ROAD, NEAR THE SOUTHEAST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2309'TOWER NUMBER 36, 15.4 M (50.5 FT) NORTH OF AND LEVEL WITH THE ROAD
 DV2309'CENTERLINE, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 DV2309
 DV2309                          STATION RECOVERY (2006)
 DV2309
 DV2309'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0642 ***********************************************************************
 FS0642  DESIGNATION -  U 52
 FS0642  PID         -  FS0642
 FS0642  STATE/COUNTY-  AZ/MOHAVE
 FS0642  USGS QUAD   -  MT PERKINS (1989)
 FS0642
 FS0642                         *CURRENT SURVEY CONTROL
 FS0642  ___________________________________________________________________
 FS0642* NAD 83(1986)-  35 30 06.     (N)    114 31 34.     (W)     SCALED    
 FS0642* NAVD 88     -       871.944  (meters)    2860.70   (feet)  POSTED    
 FS0642  ___________________________________________________________________
 FS0642  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FS0642  DYNAMIC HT  -         870.970 (meters)    2857.51  (feet)  COMP
 FS0642  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 FS0642
 FS0642  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0642
 FS0642.The horizontal coordinates were scaled from a topographic map and have
 FS0642.an estimated accuracy of +/- 6 seconds.
 FS0642
 FS0642.The orthometric height was determined by differential leveling
 FS0642.and adjusted by the  in 1992.
 FS0642.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0642.rate of 1.1 thru 2.0 mm/km.
 FS0642
 FS0642.The geoid height was determined by GEOID03.
 FS0642
 FS0642.The dynamic height is computed by dividing the NAVD 88
 FS0642.geopotential number by the normal gravity value computed on the
 FS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0642.degrees latitude (g = 980.6199 gals.).
 FS0642
 FS0642.The modeled gravity was interpolated from observed gravity values.
 FS0642
 FS0642;                    North         East    Units  Estimated Accuracy
 FS0642;SPC AZ W     -   499,520.      142,950.      MT  (+/- 180 meters Scaled)
 FS0642
 FS0642                          SUPERSEDED SURVEY CONTROL
 FS0642
 FS0642  NGVD 29 (??/??/92)  871.177  (m)         2858.19   (f) ADJ UNCH    1 2
 FS0642
 FS0642.Superseded values are not recommended for survey control.
 FS0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0642.See file dsdata.txt to determine how the superseded data were derived.
 FS0642
 FS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV243314(NAD 83)
 FS0642_MARKER: DB = BENCH MARK DISK
 FS0642_SETTING: 66 = SET IN ROCK OUTCROP
 FS0642_SP_SET: ROCK OUTCROP
 FS0642_STAMPING: U 52 1934
 FS0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0642+STABILITY: POSITION/ELEVATION WELL
 FS0642
 FS0642  HISTORY     - Date     Condition        Report By
 FS0642  HISTORY     - 1934     MONUMENTED       CGS
 FS0642  HISTORY     - 1950     GOOD             NGS
 FS0642
 FS0642                          STATION DESCRIPTION
 FS0642
 FS0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0642'19.7 MI W FROM GRASSHOPPER JUNCTION.
 FS0642'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0642'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 12.3 MILES WEST
 FS0642'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.3
 FS0642'MILE WEST OF A ROAD LEADING NORTH, IN THE TOP OF AN OUTCROP,
 FS0642'9 FEET NORTH OF THE SOUTH END, 21 FEET NORTH OF THE CENTER LINE
 FS0642'OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED BY THE WHITE
 FS0642'PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2349 ***********************************************************************
 DU2349  DESIGNATION -  U 521
 DU2349  PID         -  DU2349
 DU2349  STATE/COUNTY-  AZ/PINAL
 DU2349  USGS QUAD   -  SACATON BUTTE (1967)
 DU2349
 DU2349                         *CURRENT SURVEY CONTROL
 DU2349  ___________________________________________________________________
 DU2349* NAD 83(1986)-  33 07 03.     (N)    111 52 32.     (W)     SCALED    
 DU2349* NAVD 88     -       366.052  (meters)    1200.96   (feet)  ADJUSTED  
 DU2349  ___________________________________________________________________
 DU2349  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DU2349  DYNAMIC HT  -         365.616 (meters)    1199.53  (feet)  COMP
 DU2349  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 DU2349
 DU2349  VERT ORDER  -  FIRST     CLASS II
 DU2349
 DU2349.The horizontal coordinates were scaled from a topographic map and have
 DU2349.an estimated accuracy of +/- 6 seconds.
 DU2349
 DU2349.The orthometric height was determined by differential leveling
 DU2349.and adjusted in August 1994.
 DU2349
 DU2349.The geoid height was determined by GEOID03.
 DU2349
 DU2349.The dynamic height is computed by dividing the NAVD 88
 DU2349.geopotential number by the normal gravity value computed on the
 DU2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2349.degrees latitude (g = 980.6199 gals.).
 DU2349
 DU2349.The modeled gravity was interpolated from observed gravity values.
 DU2349
 DU2349;                    North         East    Units  Estimated Accuracy
 DU2349;SPC AZ C     -   234,780.      217,200.      MT  (+/- 180 meters Scaled)
 DU2349
 DU2349                          SUPERSEDED SURVEY CONTROL
 DU2349
 DU2349.No superseded survey control is available for this station.
 DU2349
 DU2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB183646(NAD 83)
 DU2349_MARKER: I = METAL ROD
 DU2349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2349_SP_SET: STAINLESS STEEL ROD
 DU2349_STAMPING: U 521 1994
 DU2349_MARK LOGO: NGS   
 DU2349_PROJECTION: FLUSH
 DU2349_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2349+STABILITY: POSITION/ELEVATION WELL
 DU2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2349+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 DU2349_ROD/PIPE-DEPTH: 5.2  meters
 DU2349
 DU2349  HISTORY     - Date     Condition        Report By
 DU2349  HISTORY     - 1994     MONUMENTED       NGS
 DU2349  HISTORY     - 20061106 GOOD             GEOCAC
 DU2349
 DU2349                          STATION DESCRIPTION
 DU2349
 DU2349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2349'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2349'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2349'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 3.6 KM (2.25 MI)
 DU2349'WESTERLY ALONG CASA BLANCA ROAD, 27.1 M (88.9 FT) SOUTH OF THE ROAD
 DU2349'CENTERLINE, 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF ST. PETERS
 DU2349'ROAD, 1.5 M (4.9 FT) NORTH OF A UTILITY POLE AND UNDERGROUND CABLE
 DU2349'JUNCTION BOX NUMBER 2-2 1A, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DU2349'ROADS, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 DU2349'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2349
 DU2349                          STATION RECOVERY (2006)
 DU2349
 DU2349'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0458 ***********************************************************************
 FS0458  DESIGNATION -  U 53
 FS0458  PID         -  FS0458
 FS0458  STATE/COUNTY-  AZ/MOHAVE
 FS0458  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0458
 FS0458                         *CURRENT SURVEY CONTROL
 FS0458  ___________________________________________________________________
 FS0458* NAD 83(1986)-  35 53 50.     (N)    114 05 41.     (W)     SCALED    
 FS0458* NAVD 88     -      1174.752  (meters)    3854.17   (feet)  POSTED    
 FS0458  ___________________________________________________________________
 FS0458  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FS0458  DYNAMIC HT  -        1173.420 (meters)    3849.80  (feet)  COMP
 FS0458  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 FS0458
 FS0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0458
 FS0458.The horizontal coordinates were scaled from a topographic map and have
 FS0458.an estimated accuracy of +/- 6 seconds.
 FS0458
 FS0458.The orthometric height was determined by differential leveling
 FS0458.and adjusted by the  in 1992.
 FS0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0458.rate of 0.0 thru 1.0 mm/km.
 FS0458
 FS0458.The geoid height was determined by GEOID03.
 FS0458
 FS0458.The dynamic height is computed by dividing the NAVD 88
 FS0458.geopotential number by the normal gravity value computed on the
 FS0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0458.degrees latitude (g = 980.6199 gals.).
 FS0458
 FS0458.The modeled gravity was interpolated from observed gravity values.
 FS0458
 FS0458;                    North         East    Units  Estimated Accuracy
 FS0458;SPC AZ W     -   543,180.      182,240.      MT  (+/- 180 meters Scaled)
 FS0458
 FS0458                          SUPERSEDED SURVEY CONTROL
 FS0458
 FS0458  NGVD 29 (??/??/92) 1173.987  (m)         3851.66   (f) ADJ UNCH    1 1
 FS0458
 FS0458.Superseded values are not recommended for survey control.
 FS0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0458.See file dsdata.txt to determine how the superseded data were derived.
 FS0458
 FS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV622764(NAD 83)
 FS0458_MARKER: DB = BENCH MARK DISK
 FS0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0458_STAMPING: U 53 1934
 FS0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0458+STABILITY: SURFACE MOTION
 FS0458
 FS0458  HISTORY     - Date     Condition        Report By
 FS0458  HISTORY     - 1934     MONUMENTED       CGS
 FS0458  HISTORY     - 1950     GOOD             NGS
 FS0458  HISTORY     - 1986     GOOD             USPSQD
 FS0458
 FS0458                          STATION DESCRIPTION
 FS0458
 FS0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0458'18.1 MI S FROM PIERCES FERRY.
 FS0458'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0458'RANGER STATION AT PIERCES FERRY, THENCE 4.7 MILES SOUTH ALONG A
 FS0458'DIRT ROAD, ABOUT 35 YARDS SOUTH OF THE SOUTH END OF A CURVE,
 FS0458'20 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTH OF
 FS0458'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 FS0458'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FS0458
 FS0458                          STATION RECOVERY (1986)
 FS0458
 FS0458'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0120 ***********************************************************************
 GQ0120  DESIGNATION -  U 54
 GQ0120  PID         -  GQ0120
 GQ0120  STATE/COUNTY-  AZ/MOHAVE
 GQ0120  USGS QUAD   -  GYP HILLS (1971)
 GQ0120
 GQ0120                         *CURRENT SURVEY CONTROL
 GQ0120  ___________________________________________________________________
 GQ0120* NAD 83(1986)-  36 17 21.     (N)    113 55 03.     (W)     SCALED    
 GQ0120* NAVD 88     -       593.179  (meters)    1946.12   (feet)  POSTED    
 GQ0120  ___________________________________________________________________
 GQ0120  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GQ0120  DYNAMIC HT  -         592.570 (meters)    1944.12  (feet)  COMP
 GQ0120  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 GQ0120
 GQ0120  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0120
 GQ0120.The horizontal coordinates were scaled from a topographic map and have
 GQ0120.an estimated accuracy of +/- 6 seconds.
 GQ0120
 GQ0120.The orthometric height was determined by differential leveling
 GQ0120.and adjusted by the  in 1992.
 GQ0120.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0120.rate of 0.0 thru 1.0 mm/km.
 GQ0120
 GQ0120.The geoid height was determined by GEOID03.
 GQ0120
 GQ0120.The dynamic height is computed by dividing the NAVD 88
 GQ0120.geopotential number by the normal gravity value computed on the
 GQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0120.degrees latitude (g = 980.6199 gals.).
 GQ0120
 GQ0120.The modeled gravity was interpolated from observed gravity values.
 GQ0120
 GQ0120;                    North         East    Units  Estimated Accuracy
 GQ0120;SPC AZ W     -   586,630.      198,310.      MT  (+/- 180 meters Scaled)
 GQ0120
 GQ0120                          SUPERSEDED SURVEY CONTROL
 GQ0120
 GQ0120  NGVD 29 (??/??/92)  592.484  (m)         1943.84   (f) ADJ UNCH    1 1
 GQ0120
 GQ0120.Superseded values are not recommended for survey control.
 GQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0120.See file dsdata.txt to determine how the superseded data were derived.
 GQ0120
 GQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF379199(NAD 83)
 GQ0120_MARKER: DB = BENCH MARK DISK
 GQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0120_STAMPING: U 54 1934
 GQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0120+STABILITY: SURFACE MOTION
 GQ0120
 GQ0120  HISTORY     - Date     Condition        Report By
 GQ0120  HISTORY     - 1934     MONUMENTED       CGS
 GQ0120  HISTORY     - 1950     GOOD             NGS
 GQ0120
 GQ0120                          STATION DESCRIPTION
 GQ0120
 GQ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0120'49.5 MI SE FROM RIVERSIDE, NV.
 GQ0120'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0120'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0120'THENCE 9.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0120'FERRY ROAD, 0.2 MILE NORTHWEST OF A POINT WHERE THE ROAD CROSSES A
 GQ0120'WASH, ABOUT 90 YARDS WEST OF THE SOUTHEAST END OF A LONG RED COLORED
 GQ0120'HILL, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET WEST OF A
 GQ0120'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 GQ0120'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0140 ***********************************************************************
 DV0140  DESIGNATION -  U 56
 DV0140  PID         -  DV0140
 DV0140  STATE/COUNTY-  AZ/MARICOPA
 DV0140  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0140
 DV0140                         *CURRENT SURVEY CONTROL
 DV0140  ___________________________________________________________________
 DV0140* NAD 83(2007)-  33 50 16.40688(N)    112 08 44.17283(W)     ADJUSTED  
 DV0140* NAVD 88     -       525.69   (+/-2cm)    1724.7    (feet)  VERTCON   
 DV0140  ___________________________________________________________________
 DV0140  EPOCH DATE  -        2007.00
 DV0140  X           -  -1,999,292.993 (meters)                     COMP
 DV0140  Y           -  -4,912,444.493 (meters)                     COMP
 DV0140  Z           -   3,531,801.679 (meters)                     COMP
 DV0140  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 DV0140  ELLIP HEIGHT-         496.539 (meters)          (02/10/07) ADJUSTED
 DV0140  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DV0140
 DV0140  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0140  Type    PID    Designation                      North   East  Ellip
 DV0140  -------------------------------------------------------------------
 DV0140  NETWORK DV0140 U 56                              0.69   0.49   1.06
 DV0140  -------------------------------------------------------------------
 DV0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0140
 DV0140.The horizontal coordinates were established by GPS observations
 DV0140.and adjusted by the National Geodetic Survey in February 2007.
 DV0140
 DV0140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0140.The horizontal coordinates are valid at the epoch date displayed above.
 DV0140.The epoch date for horizontal control is a decimal equivalence
 DV0140.of Year/Month/Day.
 DV0140
 DV0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0140.The vertical order pertains to the NGVD 29 superseded value.
 DV0140
 DV0140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0140
 DV0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0140
 DV0140.The ellipsoidal height was determined by GPS observations
 DV0140.and is referenced to NAD 83.
 DV0140
 DV0140.The geoid height was determined by GEOID03.
 DV0140
 DV0140;                    North         East     Units Scale Factor Converg.
 DV0140;SPC AZ C     -   314,697.918   192,171.719   MT  0.99990553   -0 07 38.9
 DV0140;SPC AZ C     - 1,032,473.48    630,484.64   iFT  0.99990553   -0 07 38.9
 DV0140;UTM  12      - 3,744,771.995   394,002.746   MT  0.99973851   -0 38 16.7
 DV0140
 DV0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0140!SPC AZ C     -   0.99992206  x   0.99990553  =   0.99982759
 DV0140!UTM  12      -   0.99992206  x   0.99973851  =   0.99966059
 DV0140
 DV0140                          SUPERSEDED SURVEY CONTROL
 DV0140
 DV0140  ELLIP H (06/11/02)  496.547  (m)                       GP(       ) 3 2
 DV0140  NAD 83(1992)-  33 50 16.40653(N)    112 08 44.17303(W) AD(       ) 1
 DV0140  NGVD 29 (??/??/92)  525.086  (m)         1722.72   (f) ADJ UNCH    2 0
 DV0140
 DV0140.Superseded values are not recommended for survey control.
 DV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0140.See file dsdata.txt to determine how the superseded data were derived.
 DV0140
 DV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9400344772(NAD 83)
 DV0140_MARKER: DB = BENCH MARK DISK
 DV0140_SETTING: 80 = SET IN A BOULDER
 DV0140_SP_SET: BOULDER
 DV0140_STAMPING: U 56 1934
 DV0140_MARK LOGO: CGS   
 DV0140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0140+STABILITY: SURFACE MOTION
 DV0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0140+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0140
 DV0140  HISTORY     - Date     Condition        Report By
 DV0140  HISTORY     - 1934     MONUMENTED       CGS
 DV0140  HISTORY     - 1970     GOOD             NGS
 DV0140  HISTORY     - 1971     GOOD             NGS
 DV0140  HISTORY     - 19951015 GOOD             USPSQD
 DV0140  HISTORY     - 19970124 GOOD             ATEAM
 DV0140  HISTORY     - 20030116 GOOD             INDIV
 DV0140  HISTORY     - 20070629 GOOD             GEOCAC
 DV0140
 DV0140                          STATION DESCRIPTION
 DV0140
 DV0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0140'4.8 MI S FROM NEW RIVER.
 DV0140'4.8 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0140'RIVER TO A HIGHWAY CUT AND THE MARK ON THE RIGHT.  154 FEET WEST OF
 DV0140'THE WEST RIGHT OF WAY FENCE, 124 FEET NORTHWEST OF THE WEST 1 OF 2
 DV0140'BRACED POWER POLES NUMBER 14 OVER 9, 2 FEET EAST OF THE WITNESS POST
 DV0140'AND SET IN A DRILL HOLE IN THE TOP OF A 2-BY-3 FOOT BOULDER WHICH
 DV0140'PROJECTS ABOUT 1 1/2 FEET.  THE MARK IS 0.2 MILE SOUTH OF DEAD MANS
 DV0140'WASH.
 DV0140
 DV0140                          STATION RECOVERY (1971)
 DV0140
 DV0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DV0140'RECOVERED IN GOOD CONDITION.
 DV0140
 DV0140                          STATION RECOVERY (1995)
 DV0140
 DV0140'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0140'RECOVERED IN GOOD CONDITION.
 DV0140
 DV0140                          STATION RECOVERY (1997)
 DV0140
 DV0140'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV0140'RECOVERED AS DESCRIBED BY NGS OF 1971.
 DV0140
 DV0140                          STATION RECOVERY (2003)
 DV0140
 DV0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BS)
 DV0140'RECOVERED IN GOOD CONDITION.
 DV0140
 DV0140                          STATION RECOVERY (2007)
 DV0140
 DV0140'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0140'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DV0140' 
 DV0140'TO REACH DESCRIPTION FOLLOWS   FROM THE OVERPASS OF INTERSTATE 17 AND
 DV0140'PIONEER ROAD, TRAVEL WEST ON PIONEER ROAD FOR 0.7 MILES TO GRADED
 DV0140'ROAD. CONTINUE STRAIGHT AND TRAVEL NORTH ON THE GRADED ROAD FOR 0.6
 DV0140'MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0202 ***********************************************************************
 ET0202  DESIGNATION -  U 57
 ET0202  PID         -  ET0202
 ET0202  STATE/COUNTY-  AZ/YAVAPAI
 ET0202  USGS QUAD   -  POLAND JUNCTION (1975)
 ET0202
 ET0202                         *CURRENT SURVEY CONTROL
 ET0202  ___________________________________________________________________
 ET0202* NAD 83(1986)-  34 28 36.     (N)    112 15 24.     (W)     SCALED    
 ET0202* NAVD 88     -      1382.41   (+/-2cm)    4535.5    (feet)  VERTCON   
 ET0202  ___________________________________________________________________
 ET0202  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 ET0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0202
 ET0202.The horizontal coordinates were scaled from a topographic map and have
 ET0202.an estimated accuracy of +/- 6 seconds.
 ET0202
 ET0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0202.The vertical order pertains to the NGVD 29 superseded value.
 ET0202
 ET0202.The geoid height was determined by GEOID03.
 ET0202
 ET0202;                    North         East    Units  Estimated Accuracy
 ET0202;SPC AZ C     -   385,580.      182,130.      MT  (+/- 180 meters Scaled)
 ET0202
 ET0202                          SUPERSEDED SURVEY CONTROL
 ET0202
 ET0202  NGVD 29 (??/??/92) 1381.602  (m)         4532.81   (f) ADJ UNCH    2 0
 ET0202
 ET0202.Superseded values are not recommended for survey control.
 ET0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0202.See file dsdata.txt to determine how the superseded data were derived.
 ET0202
 ET0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD845157(NAD 83)
 ET0202_MARKER: DB = BENCH MARK DISK
 ET0202_SETTING: 66 = SET IN ROCK OUTCROP
 ET0202_SP_SET: OUTCROP
 ET0202_STAMPING: U 57
 ET0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0202+STABILITY: POSITION/ELEVATION WELL
 ET0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0202+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0202
 ET0202  HISTORY     - Date     Condition        Report By
 ET0202  HISTORY     - UNK      MONUMENTED       CGS
 ET0202  HISTORY     - 1974     GOOD             USGS
 ET0202  HISTORY     - 20040821 GOOD             USPSQD
 ET0202  HISTORY     - 20080711 GOOD             GEOCAC
 ET0202
 ET0202                          STATION DESCRIPTION
 ET0202
 ET0202'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0202'2.2 MI S FROM HUMBOLDT.
 ET0202'2.1 MILES SOUTH ALONG STATE HIGHWAY 69 FROM HUMBOLDT TO A RANCH ROAD
 ET0202'LEADING EAST TO THE BUILDING-- THENCE 0.2 MI. TO A SHALE OUTCROP ON
 ET0202'THE SOUTH BANK OF THE WASH, 0.1 MI. WEST OF THE HOUSE.
 ET0202
 ET0202                          STATION RECOVERY (2004)
 ET0202
 ET0202'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0202'RECOVERED AS DESCRIBED
 ET0202
 ET0202                          STATION RECOVERY (2008)
 ET0202
 ET0202'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0202'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0202'34 28 36.7 (N)   112 15 24.1 (W)  (NAD 83).
 ET0202' 
 ET0202'TO REACH DESCRIPTION FOLLOWS - FROM THE INTERSECTION OF INTERSTATE 17
 ET0202'AND DUGAS ROAD, TAKE DUGAS ROAD SOUTHEAST FOR 1.7 MILES TO THE STATION
 ET0202'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0432 ***********************************************************************
 CZ0432  DESIGNATION -  U 59
 CZ0432  PID         -  CZ0432
 CZ0432  STATE/COUNTY-  AZ/PINAL
 CZ0432  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0432
 CZ0432                         *CURRENT SURVEY CONTROL
 CZ0432  ___________________________________________________________________
 CZ0432* NAD 83(1986)-  32 44 07.     (N)    111 07 05.     (W)     SCALED    
 CZ0432* NAVD 88     -       842.20   (+/-2cm)    2763.1    (feet)  VERTCON   
 CZ0432  ___________________________________________________________________
 CZ0432  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CZ0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0432
 CZ0432.The horizontal coordinates were scaled from a topographic map and have
 CZ0432.an estimated accuracy of +/- 6 seconds.
 CZ0432
 CZ0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0432.The vertical order pertains to the NGVD 29 superseded value.
 CZ0432
 CZ0432.The geoid height was determined by GEOID03.
 CZ0432
 CZ0432;                    North         East    Units  Estimated Accuracy
 CZ0432;SPC AZ C     -   192,680.      288,210.      MT  (+/- 180 meters Scaled)
 CZ0432
 CZ0432                          SUPERSEDED SURVEY CONTROL
 CZ0432
 CZ0432  NGVD 29 (??/??/92)  841.576  (m)         2761.07   (f) ADJ UNCH    2 0
 CZ0432
 CZ0432.Superseded values are not recommended for survey control.
 CZ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0432.See file dsdata.txt to determine how the superseded data were derived.
 CZ0432
 CZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB889219(NAD 83)
 CZ0432_MARKER: DB = BENCH MARK DISK
 CZ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0432_STAMPING: U 59 1934
 CZ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0432+STABILITY: SURFACE MOTION
 CZ0432
 CZ0432  HISTORY     - Date     Condition        Report By
 CZ0432  HISTORY     - 1934     MONUMENTED       CGS
 CZ0432  HISTORY     - 1962     GOOD             NGS
 CZ0432  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0432
 CZ0432                          STATION DESCRIPTION
 CZ0432
 CZ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0432'16.0 MI NW FROM ORACLE JUNCTION.
 CZ0432'16.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0432'JUNCTION, 158 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 42.6 FEET
 CZ0432'WEST OF A FENCE, 22 FEET SOUTHWEST OF A TRACK ROAD, 1.3 FEET EAST OF A
 CZ0432'METAL WITNESS POST, A STANDARD DISK SET IN THE TOP OF A 6-INCH SQUARE
 CZ0432'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. NOTE - - 16.5 MILES NORTH
 CZ0432'ALONG U.S. HIGHWAYS 80 AND 89 AND STATE HWY. 789 FROM ORACLE JUNCTION,
 CZ0432'PINAL COUNTY, 260 FEET SOUTHEAST OF A BOX CULVERT OVER A DRAIN.
 CZ0432
 CZ0432                          STATION RECOVERY (2007)
 CZ0432
 CZ0432'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0432'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0432'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79,
 CZ0432'THE FENCE THAT RUNS NORTHWEST TO SOUTHEAST IS LOCATED UNDER WOODEN
 CZ0432'POWER LINE POLES, THE MARK IS LOCATED 43.5 FEET SOUTH OF A FENCE THAT
 CZ0432'RUNS EAST TO WEST AND 1.3 FEET NORTHEAST OF A WITNESS POST. HANDHELD
 CZ0432'COORDINATES
 CZ0432'32 44 06.8 (N)   111 07 08.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0142 ***********************************************************************
 GP0142  DESIGNATION -  U 6
 GP0142  PID         -  GP0142
 GP0142  STATE/COUNTY-  AZ/COCONINO
 GP0142  USGS QUAD   -  THE GAP (1981)
 GP0142
 GP0142                         *CURRENT SURVEY CONTROL
 GP0142  ___________________________________________________________________
 GP0142* NAD 83(1986)-  36 18 34.     (N)    111 27 59.     (W)     SCALED    
 GP0142* NAVD 88     -      1620.429  (meters)    5316.36   (feet)  POSTED    
 GP0142  ___________________________________________________________________
 GP0142  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 GP0142  DYNAMIC HT  -        1618.420 (meters)    5309.77  (feet)  COMP
 GP0142  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 GP0142
 GP0142  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0142
 GP0142.The horizontal coordinates were scaled from a topographic map and have
 GP0142.an estimated accuracy of +/- 6 seconds.
 GP0142
 GP0142.The orthometric height was determined by differential leveling
 GP0142.and adjusted by the  in 1992.
 GP0142.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0142.rate of 1.1 thru 2.0 mm/km.
 GP0142
 GP0142.The geoid height was determined by GEOID03.
 GP0142
 GP0142.The dynamic height is computed by dividing the NAVD 88
 GP0142.geopotential number by the normal gravity value computed on the
 GP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0142.degrees latitude (g = 980.6199 gals.).
 GP0142
 GP0142.The modeled gravity was interpolated from observed gravity values.
 GP0142
 GP0142;                    North         East    Units  Estimated Accuracy
 GP0142;SPC AZ C     -   588,940.      253,800.      MT  (+/- 180 meters Scaled)
 GP0142
 GP0142                          SUPERSEDED SURVEY CONTROL
 GP0142
 GP0142  NGVD 29 (??/??/92) 1619.485  (m)         5313.26   (f) ADJ UNCH    1 2
 GP0142
 GP0142.Superseded values are not recommended for survey control.
 GP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0142.See file dsdata.txt to determine how the superseded data were derived.
 GP0142
 GP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF581183(NAD 83)
 GP0142_MARKER: DB = BENCH MARK DISK
 GP0142_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0142_SP_SET: UNSPEC. ROCK
 GP0142_STAMPING: U 6 1921
 GP0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0142
 GP0142  HISTORY     - Date     Condition        Report By
 GP0142  HISTORY     - 1921     MONUMENTED       CGS
 GP0142  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0142
 GP0142                          STATION DESCRIPTION
 GP0142
 GP0142'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0142'0.5 MI N FROM THE GAP.
 GP0142'0.5 MILE NORTH ALONG THE 1921 ROUTE OF THE LEES FERRY ROAD FROM THE
 GP0142'TRADING POST AT THE GAP, COCONINO COUNTY, 3 FEET EAST OF THE OLD ROAD,
 GP0142'AND IN A SMALL ROCK.  A STANDARD DISK, STAMPED U 6 1921.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0092 ***********************************************************************
 FR0092  DESIGNATION -  U 60
 FR0092  PID         -  FR0092
 FR0092  STATE/COUNTY-  AZ/COCONINO
 FR0092  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0092
 FR0092                         *CURRENT SURVEY CONTROL
 FR0092  ___________________________________________________________________
 FR0092* NAD 83(1986)-  35 16 37.     (N)    112 10 45.     (W)     SCALED    
 FR0092* NAVD 88     -      2058.100  (meters)    6752.28   (feet)  ADJUSTED  
 FR0092  ___________________________________________________________________
 FR0092  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FR0092  DYNAMIC HT  -        2055.223 (meters)    6742.84  (feet)  COMP
 FR0092  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 FR0092
 FR0092  VERT ORDER  -  FIRST     CLASS II
 FR0092
 FR0092.The horizontal coordinates were scaled from a topographic map and have
 FR0092.an estimated accuracy of +/- 6 seconds.
 FR0092
 FR0092.The orthometric height was determined by differential leveling
 FR0092.and adjusted in June 1991.
 FR0092
 FR0092.The geoid height was determined by GEOID03.
 FR0092
 FR0092.The dynamic height is computed by dividing the NAVD 88
 FR0092.geopotential number by the normal gravity value computed on the
 FR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0092.degrees latitude (g = 980.6199 gals.).
 FR0092
 FR0092.The modeled gravity was interpolated from observed gravity values.
 FR0092
 FR0092;                    North         East    Units  Estimated Accuracy
 FR0092;SPC AZ C     -   474,330.      189,480.      MT  (+/- 180 meters Scaled)
 FR0092
 FR0092                          SUPERSEDED SURVEY CONTROL
 FR0092
 FR0092  NGVD 29 (??/??/92) 2057.109  (m)         6749.03   (f) ADJ UNCH    1 2
 FR0092
 FR0092.Superseded values are not recommended for survey control.
 FR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0092.See file dsdata.txt to determine how the superseded data were derived.
 FR0092
 FR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE927043(NAD 83)
 FR0092_MARKER: DB = BENCH MARK DISK
 FR0092_SETTING: 66 = SET IN ROCK OUTCROP
 FR0092_SP_SET: LAVA ROCK
 FR0092_STAMPING: U 60 1934
 FR0092_MARK LOGO: CGS   
 FR0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0092+STABILITY: POSITION/ELEVATION WELL
 FR0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0092+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 FR0092
 FR0092  HISTORY     - Date     Condition        Report By
 FR0092  HISTORY     - 1934     MONUMENTED       CGS
 FR0092  HISTORY     - 1982     GOOD             NGS
 FR0092  HISTORY     - 20000622 GOOD             AZDT
 FR0092
 FR0092                          STATION DESCRIPTION
 FR0092
 FR0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0092'2.25 MI N FROM WILLIAMS.
 FR0092'2-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0092'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 9-1/2 POLES SOUTH OF
 FR0092'MILEPOST 2, ABOUT 95 YARDS NORTH OF CONCRETE CULVERT B 2, 45 FEET
 FR0092'NORTHWEST OF A STATION SIGN, 31 FEET WEST OF THE CENTER LINE OF THE
 FR0092'TRACK, AND IN THE TOP OF A LAVA ROCK ABOUT LEVEL WITH THE GROUND. A
 FR0092'STANDARD DISK, STAMPED U 60 1934.
 FR0092
 FR0092                          STATION RECOVERY (1982)
 FR0092
 FR0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0092'3.7 KM (2.3 MI) NORTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0092'RAILROAD FROM THE STATION IN WILLIAMS, IN THE TOP OF A VOLCANIC
 FR0092'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 86.8 METERS (285 FT) NORTH
 FR0092'OF CULVERT B2, 22.8 METERS (75 FT) EAST OF A POINT UNDER A TELEPHONE
 FR0092'LINE, 18.2 METERS (60 FT) NORTHEAST OF TWO 36-INCH PINE TREES, 8.8
 FR0092'METERS (29 FT) WEST OF THE WEST RAIL, 3.6 METERS (12 FT) NORTH OF A
 FR0092'DEADFALL LOG.
 FR0092'THE MARK IS 1 M BELOW THE RAILS.
 FR0092
 FR0092                          STATION RECOVERY (2000)
 FR0092
 FR0092'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0057 ***********************************************************************
 GQ0057  DESIGNATION -  U 61
 GQ0057  PID         -  GQ0057
 GQ0057  STATE/COUNTY-  AZ/COCONINO
 GQ0057  USGS QUAD   -  PHANTOM RANCH (1988)
 GQ0057
 GQ0057                         *CURRENT SURVEY CONTROL
 GQ0057  ___________________________________________________________________
 GQ0057* NAD 83(1986)-  36 02 04.     (N)    112 04 10.     (W)     SCALED    
 GQ0057* NAVD 88     -      2192.400  (meters)    7192.90   (feet)  POSTED    
 GQ0057  ___________________________________________________________________
 GQ0057  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GQ0057  DYNAMIC HT  -        2189.430 (meters)    7183.15  (feet)  COMP
 GQ0057  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 GQ0057
 GQ0057  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0057
 GQ0057.The horizontal coordinates were scaled from a topographic map and have
 GQ0057.an estimated accuracy of +/- 6 seconds.
 GQ0057
 GQ0057.The orthometric height was determined by differential leveling
 GQ0057.and adjusted by the  in 1992.
 GQ0057.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0057.rate of 0.0 thru 1.0 mm/km.
 GQ0057
 GQ0057.The geoid height was determined by GEOID03.
 GQ0057
 GQ0057.The dynamic height is computed by dividing the NAVD 88
 GQ0057.geopotential number by the normal gravity value computed on the
 GQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0057.degrees latitude (g = 980.6199 gals.).
 GQ0057
 GQ0057.The modeled gravity was interpolated from observed gravity values.
 GQ0057
 GQ0057;                    North         East    Units  Estimated Accuracy
 GQ0057;SPC AZ C     -   558,350.      199,590.      MT  (+/- 180 meters Scaled)
 GQ0057
 GQ0057                          SUPERSEDED SURVEY CONTROL
 GQ0057
 GQ0057  NGVD 29 (??/??/92) 2191.376  (m)         7189.54   (f) ADJ UNCH    2 0
 GQ0057
 GQ0057.Superseded values are not recommended for survey control.
 GQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0057.See file dsdata.txt to determine how the superseded data were derived.
 GQ0057
 GQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE036882(NAD 83)
 GQ0057_MARKER: DB = BENCH MARK DISK
 GQ0057_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0057_SP_SET: OUTCROP
 GQ0057_STAMPING: U-61 1934
 GQ0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0057+STABILITY: POSITION/ELEVATION WELL
 GQ0057
 GQ0057  HISTORY     - Date     Condition        Report By
 GQ0057  HISTORY     - 1934     MONUMENTED       CGS
 GQ0057
 GQ0057                          STATION DESCRIPTION
 GQ0057
 GQ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0057'4.2 MI E FROM GRAND CANYON.
 GQ0057'4.2 MI EAST ON HWY NO. 64.  FROM EL TOVAR HOTEL 179 FEET SOUTH OF A
 GQ0057'ROAD BEARING NORTH MARKED BRIDLE TRAIL SHOSHONE POINT 1 MILE 152 FEET
 GQ0057'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 175 FEET SOUTH OF A
 GQ0057'N.P.S.SIGN MARKED BE CAREFUL WITH FIRE AND 156 FEET SOUTH OF THE SOUTH
 GQ0057'END OF A 2 FOOT G.I. CULVERT, AND 3 1/2 FEET NORTH OF A SMALL ROCK
 GQ0057'MOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0171 ***********************************************************************
 FQ0171  DESIGNATION -  U 62
 FQ0171  PID         -  FQ0171
 FQ0171  STATE/COUNTY-  AZ/COCONINO
 FQ0171  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0171
 FQ0171                         *CURRENT SURVEY CONTROL
 FQ0171  ___________________________________________________________________
 FQ0171* NAD 83(1986)-  35 52 16.     (N)    111 29 47.     (W)     SCALED    
 FQ0171* NAVD 88     -      1449.247  (meters)    4754.74   (feet)  POSTED    
 FQ0171  ___________________________________________________________________
 FQ0171  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FQ0171  DYNAMIC HT  -        1447.430 (meters)    4748.78  (feet)  COMP
 FQ0171  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 FQ0171
 FQ0171  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0171
 FQ0171.The horizontal coordinates were scaled from a topographic map and have
 FQ0171.an estimated accuracy of +/- 6 seconds.
 FQ0171
 FQ0171.The orthometric height was determined by differential leveling
 FQ0171.and adjusted by the  in 1992.
 FQ0171.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0171.rate of 0.0 thru 1.0 mm/km.
 FQ0171
 FQ0171.The geoid height was determined by GEOID03.
 FQ0171
 FQ0171.The dynamic height is computed by dividing the NAVD 88
 FQ0171.geopotential number by the normal gravity value computed on the
 FQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0171.degrees latitude (g = 980.6199 gals.).
 FQ0171
 FQ0171.The modeled gravity was interpolated from observed gravity values.
 FQ0171
 FQ0171;                    North         East    Units  Estimated Accuracy
 FQ0171;SPC AZ C     -   540,300.      251,310.      MT  (+/- 180 meters Scaled)
 FQ0171
 FQ0171                          SUPERSEDED SURVEY CONTROL
 FQ0171
 FQ0171  NGVD 29 (??/??/92) 1448.370  (m)         4751.86   (f) ADJ UNCH    2 0
 FQ0171
 FQ0171.Superseded values are not recommended for survey control.
 FQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0171.See file dsdata.txt to determine how the superseded data were derived.
 FQ0171
 FQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE551697(NAD 83)
 FQ0171_MARKER: DB = BENCH MARK DISK
 FQ0171_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0171_SP_SET: SANDSTONE OUTCROP
 FQ0171_STAMPING: U 62 1934
 FQ0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0171+STABILITY: POSITION/ELEVATION WELL
 FQ0171
 FQ0171  HISTORY     - Date     Condition        Report By
 FQ0171  HISTORY     - 1934     MONUMENTED       CGS
 FQ0171
 FQ0171                          STATION DESCRIPTION
 FQ0171
 FQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0171'6.4 MI W FROM CAMERON.
 FQ0171'ABOUT 6.4 MILES WEST ALONG STATE HIGHWAY 64 FROM CAMERON, COCONINO
 FQ0171'COUNTY, ABOUT 60 YARDS EAST OF A 3-FOOT GALVANIZED-IRON CULVERT, 31
 FQ0171'FEET NORTH OF A SMALL DRY WASH, 72 FEET SOUTH OF THE CENTER LINE OF
 FQ0171'THE HIGHWAY, 4 FEET EAST OF A SMALL ROCK MOUND, IN THE TOP OF A SMALL
 FQ0171'SANDSTONE OUTCROP IN A SMALL DEPOSIT OF PETRIFIED WOOD CHIPS.  A
 FQ0171'STANDARD DISK, STAMPED U 62 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0124 ***********************************************************************
 FQ0124  DESIGNATION -  U 63
 FQ0124  PID         -  FQ0124
 FQ0124  STATE/COUNTY-  AZ/COCONINO
 FQ0124  USGS QUAD   -  HOWELL MESA (1967)
 FQ0124
 FQ0124                         *CURRENT SURVEY CONTROL
 FQ0124  ___________________________________________________________________
 FQ0124* NAD 83(1986)-  35 57 52.     (N)    110 46 19.     (W)     SCALED    
 FQ0124* NAVD 88     -      1729.873  (meters)    5675.43   (feet)  ADJUSTED  
 FQ0124  ___________________________________________________________________
 FQ0124  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 FQ0124  DYNAMIC HT  -        1727.657 (meters)    5668.15  (feet)  COMP
 FQ0124  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 FQ0124
 FQ0124  VERT ORDER  -  SECOND    CLASS 0
 FQ0124
 FQ0124.The horizontal coordinates were scaled from a topographic map and have
 FQ0124.an estimated accuracy of +/- 6 seconds.
 FQ0124
 FQ0124.The orthometric height was determined by differential leveling
 FQ0124.and adjusted in June 1991.
 FQ0124
 FQ0124.The geoid height was determined by GEOID03.
 FQ0124
 FQ0124.The dynamic height is computed by dividing the NAVD 88
 FQ0124.geopotential number by the normal gravity value computed on the
 FQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0124.degrees latitude (g = 980.6199 gals.).
 FQ0124
 FQ0124.The modeled gravity was interpolated from observed gravity values.
 FQ0124
 FQ0124;                    North         East    Units  Estimated Accuracy
 FQ0124;SPC AZ C     -   551,170.      316,610.      MT  (+/- 180 meters Scaled)
 FQ0124
 FQ0124                          SUPERSEDED SURVEY CONTROL
 FQ0124
 FQ0124  NGVD 29 (??/??/92) 1728.987  (m)         5672.52   (f) ADJ UNCH    2 0
 FQ0124
 FQ0124.Superseded values are not recommended for survey control.
 FQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0124.See file dsdata.txt to determine how the superseded data were derived.
 FQ0124
 FQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE205800(NAD 83)
 FQ0124_MARKER: DB = BENCH MARK DISK
 FQ0124_SETTING: 0 = UNSPECIFIED SETTING
 FQ0124_STAMPING: U 63 1934
 FQ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0124
 FQ0124  HISTORY     - Date     Condition        Report By
 FQ0124  HISTORY     - 1934     MONUMENTED       CGS
 FQ0124  HISTORY     - 1967     GOOD             USGS
 FQ0124
 FQ0124                          STATION DESCRIPTION
 FQ0124
 FQ0124'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FQ0124'14.55 MI NW FROM ORAIBI.
 FQ0124'ORAIBI POST OFFICE 0.5 MILE NORTH TO HIGHWAY 264.  THENCE WEST 14.55
 FQ0124'MILES TO ROAD INTERSECTION.  THENCE SOUTH 0.55 MILES TO A STOCK TANK.
 FQ0124'THENCE EAST 0.45 MILES ALONG DIM ROAD TO BM U 63.  32 FEET SOUTH OF
 FQ0124'THE CENTERLINE OF THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0010 ***********************************************************************
 FQ0010  DESIGNATION -  U 64
 FQ0010  PID         -  FQ0010
 FQ0010  STATE/COUNTY-  AZ/NAVAJO
 FQ0010  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0010
 FQ0010                         *CURRENT SURVEY CONTROL
 FQ0010  ___________________________________________________________________
 FQ0010* NAD 83(1986)-  35 50 21.     (N)    110 13 54.     (W)     SCALED    
 FQ0010* NAVD 88     -      1835.581  (meters)    6022.24   (feet)  ADJUSTED  
 FQ0010  ___________________________________________________________________
 FQ0010  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FQ0010  DYNAMIC HT  -        1833.168 (meters)    6014.32  (feet)  COMP
 FQ0010  MODELED GRAV-     979,253.1   (mgal)                       NAVD 88
 FQ0010
 FQ0010  VERT ORDER  -  SECOND    CLASS 0
 FQ0010
 FQ0010.The horizontal coordinates were scaled from a topographic map and have
 FQ0010.an estimated accuracy of +/- 6 seconds.
 FQ0010
 FQ0010.The orthometric height was determined by differential leveling
 FQ0010.and adjusted in June 1991.
 FQ0010
 FQ0010.The geoid height was determined by GEOID03.
 FQ0010
 FQ0010.The dynamic height is computed by dividing the NAVD 88
 FQ0010.geopotential number by the normal gravity value computed on the
 FQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0010.degrees latitude (g = 980.6199 gals.).
 FQ0010
 FQ0010.The modeled gravity was interpolated from observed gravity values.
 FQ0010
 FQ0010;                    North         East    Units  Estimated Accuracy
 FQ0010;SPC AZ E     -   536,670.      207,490.      MT  (+/- 180 meters Scaled)
 FQ0010
 FQ0010                          SUPERSEDED SURVEY CONTROL
 FQ0010
 FQ0010  NGVD 29 (??/??/92) 1834.668  (m)         6019.24   (f) ADJ UNCH    2 0
 FQ0010
 FQ0010.Superseded values are not recommended for survey control.
 FQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0010.See file dsdata.txt to determine how the superseded data were derived.
 FQ0010
 FQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE693663(NAD 83)
 FQ0010_MARKER: DB = BENCH MARK DISK
 FQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0010_STAMPING: U 64 1934
 FQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0010+STABILITY: SURFACE MOTION
 FQ0010
 FQ0010  HISTORY     - Date     Condition        Report By
 FQ0010  HISTORY     - 1934     MONUMENTED       CGS
 FQ0010  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0010
 FQ0010                          STATION DESCRIPTION
 FQ0010
 FQ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0010'3.0 MI NW FROM KEAMS CANYON.
 FQ0010'3.0 MILES NORTHWEST ALONG THE ORAIBI ROAD FROM KEAMS CANYON, NAVAJO
 FQ0010'COUNTY, 92 YARDS NORTHEAST OF A WINDMILL ON THE SOUTH SIDE OF THE
 FQ0010'ROAD, 1-1/2 POLES EAST OF A LARGE DRY WASH, 71 FEET NORTH OF A ROW OF
 FQ0010'TELEPHONE POLES, 30 FEET SOUTH OF ANOTHER ROW OF TELEPHONE POLES, AND
 FQ0010'56 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK. STAMPED
 FQ0010'U 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0010
 FQ0010                          STATION RECOVERY (1965)
 FQ0010
 FQ0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0136 ***********************************************************************
 ES0136  DESIGNATION -  U 65
 ES0136  PID         -  ES0136
 ES0136  STATE/COUNTY-  AZ/NAVAJO
 ES0136  USGS QUAD   -  ARIPINE (1990)
 ES0136
 ES0136                         *CURRENT SURVEY CONTROL
 ES0136  ___________________________________________________________________
 ES0136* NAD 83(1986)-  34 29 59.     (N)    110 27 13.     (W)     SCALED    
 ES0136* NAVD 88     -      1902.515  (meters)    6241.83   (feet)  ADJUSTED  
 ES0136  ___________________________________________________________________
 ES0136  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 ES0136  DYNAMIC HT  -        1899.762 (meters)    6232.80  (feet)  COMP
 ES0136  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 ES0136
 ES0136  VERT ORDER  -  SECOND    CLASS 0
 ES0136
 ES0136.The horizontal coordinates were scaled from a topographic map and have
 ES0136.an estimated accuracy of +/- 6 seconds.
 ES0136
 ES0136.The orthometric height was determined by differential leveling
 ES0136.and adjusted in June 1991.
 ES0136
 ES0136.The geoid height was determined by GEOID03.
 ES0136
 ES0136.The dynamic height is computed by dividing the NAVD 88
 ES0136.geopotential number by the normal gravity value computed on the
 ES0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0136.degrees latitude (g = 980.6199 gals.).
 ES0136
 ES0136.The modeled gravity was interpolated from observed gravity values.
 ES0136
 ES0136;                    North         East    Units  Estimated Accuracy
 ES0136;SPC AZ E     -   388,120.      187,010.      MT  (+/- 180 meters Scaled)
 ES0136
 ES0136                          SUPERSEDED SURVEY CONTROL
 ES0136
 ES0136  NGVD 29 (??/??/92) 1901.601  (m)         6238.84   (f) ADJ UNCH    2 0
 ES0136
 ES0136.Superseded values are not recommended for survey control.
 ES0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0136.See file dsdata.txt to determine how the superseded data were derived.
 ES0136
 ES0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD501177(NAD 83)
 ES0136_MARKER: DB = BENCH MARK DISK
 ES0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0136_STAMPING: U-65 1934
 ES0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0136+STABILITY: SURFACE MOTION
 ES0136
 ES0136  HISTORY     - Date     Condition        Report By
 ES0136  HISTORY     - 1934     MONUMENTED       CGS
 ES0136  HISTORY     - 1971     MARK NOT FOUND   USGS
 ES0136
 ES0136                          STATION DESCRIPTION
 ES0136
 ES0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0136'11.4 MI NE FROM HEBER.
 ES0136'ON GLOBE TO HOLBROOK ROAD 0.3 MILES WEST OF OLD ROAD FORK TO THE
 ES0136'NORTH.  225 FEET WEST OF 12 IN. IRON CULVERT.  30 FEET NORTH OF CENTER
 ES0136'LINE OF ROAD.  PRECAST POST.
 ES0136
 ES0136                          STATION RECOVERY (1971)
 ES0136
 ES0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ES0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0034 ***********************************************************************
 FQ0034  DESIGNATION -  U 66
 FQ0034  PID         -  FQ0034
 FQ0034  STATE/COUNTY-  AZ/NAVAJO
 FQ0034  USGS QUAD   -  FIVE BUTTES (1972)
 FQ0034
 FQ0034                         *CURRENT SURVEY CONTROL
 FQ0034  ___________________________________________________________________
 FQ0034* NAD 83(1986)-  35 21 55.     (N)    110 03 42.     (W)     SCALED    
 FQ0034* NAVD 88     -      1705.420  (meters)    5595.20   (feet)  ADJUSTED  
 FQ0034  ___________________________________________________________________
 FQ0034  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 FQ0034  DYNAMIC HT  -        1703.141 (meters)    5587.72  (feet)  COMP
 FQ0034  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 FQ0034
 FQ0034  VERT ORDER  -  SECOND    CLASS 0
 FQ0034
 FQ0034.The horizontal coordinates were scaled from a topographic map and have
 FQ0034.an estimated accuracy of +/- 6 seconds.
 FQ0034
 FQ0034.The orthometric height was determined by differential leveling
 FQ0034.and adjusted in June 1991.
 FQ0034
 FQ0034.The geoid height was determined by GEOID03.
 FQ0034
 FQ0034.The dynamic height is computed by dividing the NAVD 88
 FQ0034.geopotential number by the normal gravity value computed on the
 FQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0034.degrees latitude (g = 980.6199 gals.).
 FQ0034
 FQ0034.The modeled gravity was interpolated from observed gravity values.
 FQ0034
 FQ0034;                    North         East    Units  Estimated Accuracy
 FQ0034;SPC AZ E     -   484,100.      222,900.      MT  (+/- 180 meters Scaled)
 FQ0034
 FQ0034                          SUPERSEDED SURVEY CONTROL
 FQ0034
 FQ0034  NGVD 29 (??/??/92) 1704.560  (m)         5592.38   (f) ADJ UNCH    2 0
 FQ0034
 FQ0034.Superseded values are not recommended for survey control.
 FQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0034.See file dsdata.txt to determine how the superseded data were derived.
 FQ0034
 FQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE852139(NAD 83)
 FQ0034_MARKER: DB = BENCH MARK DISK
 FQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0034_STAMPING: U 66 1934
 FQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0034+STABILITY: SURFACE MOTION
 FQ0034
 FQ0034  HISTORY     - Date     Condition        Report By
 FQ0034  HISTORY     - 1934     MONUMENTED       CGS
 FQ0034  HISTORY     - 1972     MARK NOT FOUND   USGS
 FQ0034
 FQ0034                          STATION DESCRIPTION
 FQ0034
 FQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0034'3.0 MI S FROM INDIAN WELLS.
 FQ0034'3.0 MILES SOUTH ALONG THE HOLBROOK-KEAMS CANYON ROAD FROM INDIAN
 FQ0034'WELLS, NAVAJO COUNTY, 0.3 MILE NORTH OF A ROAD FORK, AT THE NORTH ONE
 FQ0034'OF TWO ROAD FORKS, AND 35 FEET NORTH OF THE CENTERLINE OF THE ROAD. A
 FQ0034'STANDARD DISK, STAMPED U 66 1934 AND SET IN THE TOP OF A CONCRETE
 FQ0034'POST.
 FQ0034
 FQ0034                          STATION RECOVERY (1972)
 FQ0034
 FQ0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0299 ***********************************************************************
 DU0299  DESIGNATION -  U 67
 DU0299  PID         -  DU0299
 DU0299  STATE/COUNTY-  AZ/PINAL
 DU0299  USGS QUAD   -  KEARNY (1964)
 DU0299
 DU0299                         *CURRENT SURVEY CONTROL
 DU0299  ___________________________________________________________________
 DU0299* NAD 83(1986)-  33 04 42.     (N)    110 56 00.     (W)     SCALED    
 DU0299* NAVD 88     -       555.17   (+/-2cm)    1821.4    (feet)  VERTCON   
 DU0299  ___________________________________________________________________
 DU0299  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DU0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0299
 DU0299.The horizontal coordinates were scaled from a topographic map and have
 DU0299.an estimated accuracy of +/- 6 seconds.
 DU0299
 DU0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0299.The vertical order pertains to the NGVD 29 superseded value.
 DU0299
 DU0299.The geoid height was determined by GEOID03.
 DU0299
 DU0299;                    North         East    Units  Estimated Accuracy
 DU0299;SPC AZ C     -   230,870.      305,170.      MT  (+/- 180 meters Scaled)
 DU0299
 DU0299                          SUPERSEDED SURVEY CONTROL
 DU0299
 DU0299  NGVD 29 (??/??/92)  554.548  (m)         1819.38   (f) ADJ UNCH    2 0
 DU0299
 DU0299.Superseded values are not recommended for survey control.
 DU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0299.See file dsdata.txt to determine how the superseded data were derived.
 DU0299
 DU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB062599(NAD 83)
 DU0299_MARKER: DB = BENCH MARK DISK
 DU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0299_STAMPING: U 67 1934
 DU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0299+STABILITY: SURFACE MOTION
 DU0299
 DU0299  HISTORY     - Date     Condition        Report By
 DU0299  HISTORY     - 1934     MONUMENTED       CGS
 DU0299
 DU0299                          STATION DESCRIPTION
 DU0299
 DU0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0299'4.0 MI NW FROM BRANAMAN.
 DU0299'4.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DU0299'BRANAMAN, 20 FEET EAST OF MILEPOST 993, 100 YARDS EAST OF A ROAD
 DU0299'CROSSING, 30 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 65 FEET
 DU0299'SOUTH OF A FENCE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1087 ***********************************************************************
 CZ1087  DESIGNATION -  U 68
 CZ1087  PID         -  CZ1087
 CZ1087  STATE/COUNTY-  AZ/PINAL
 CZ1087  USGS QUAD   -  COOLIDGE (1992)
 CZ1087
 CZ1087                         *CURRENT SURVEY CONTROL
 CZ1087  ___________________________________________________________________
 CZ1087* NAD 83(1986)-  32 58 45.     (N)    111 30 57.     (W)     SCALED    
 CZ1087* NAVD 88     -       436.50   (+/-2cm)    1432.1    (feet)  VERTCON   
 CZ1087  ___________________________________________________________________
 CZ1087  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ1087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1087
 CZ1087.The horizontal coordinates were scaled from a topographic map and have
 CZ1087.an estimated accuracy of +/- 6 seconds.
 CZ1087
 CZ1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1087.The vertical order pertains to the NGVD 29 superseded value.
 CZ1087
 CZ1087.The geoid height was determined by GEOID03.
 CZ1087
 CZ1087;                    North         East    Units  Estimated Accuracy
 CZ1087;SPC AZ C     -   219,510.      250,820.      MT  (+/- 180 meters Scaled)
 CZ1087
 CZ1087                          SUPERSEDED SURVEY CONTROL
 CZ1087
 CZ1087  NGVD 29 (??/??/92)  436.004  (m)         1430.46   (f) ADJ UNCH    2 0
 CZ1087
 CZ1087.Superseded values are not recommended for survey control.
 CZ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1087.See file dsdata.txt to determine how the superseded data were derived.
 CZ1087
 CZ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB518490(NAD 83)
 CZ1087_MARKER: DB = BENCH MARK DISK
 CZ1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1087_SP_SET: FOUNDATION
 CZ1087_STAMPING: U 68 1934
 CZ1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1087+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2007
 CZ1087
 CZ1087  HISTORY     - Date     Condition        Report By
 CZ1087  HISTORY     - 1934     MONUMENTED       CGS
 CZ1087  HISTORY     - 1945     GOOD             NGS
 CZ1087  HISTORY     - 1977     GOOD             USGS
 CZ1087  HISTORY     - 20070106 GOOD             GEOCAC
 CZ1087
 CZ1087                          STATION DESCRIPTION
 CZ1087
 CZ1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CZ1087'IN COOLIDGE.
 CZ1087'AT COOLIDGE, PINAL COUNTY, 220 FEET SOUTHWEST OF THE SOUTHERN PACIFIC
 CZ1087'CO. RAILROAD STATION, AT THE WATER TANK, IN THE TOP OF THE NORTHEAST
 CZ1087'CONCRETE FOUNDATION BLOCK, 115 FEET WEST OF THE CENTERLINE OF THE
 CZ1087'TRACK, AND 44 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CZ1087'STAMPED U 68 1934.
 CZ1087
 CZ1087                          STATION RECOVERY (1977)
 CZ1087
 CZ1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1087'COOLIDGE, ABOUT 220 FT SW. OF SITE OF SOUTHERN PACIFIC RR. STATION.
 CZ1087'0.1 MI S. OF MUNICIPAL WATER TANK. 115 FT W. OF CENTERLINE OF TRACK.
 CZ1087'SET IN TOP OF NE. CONCRETE FOUNDATION BLOCK OF OLD RR. WATER TANK
 CZ1087'(SINCE REMOVED). NGS STANDARD DISK STAMPED U 68 1934.
 CZ1087
 CZ1087                          STATION RECOVERY (2007)
 CZ1087
 CZ1087'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1087'NOTE, THE MARK IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0209 ***********************************************************************
 DB0209  DESIGNATION -  U 7
 DB0209  PID         -  DB0209
 DB0209  STATE/COUNTY-  AZ/YUMA
 DB0209  USGS QUAD   -  YUMA EAST (1994)
 DB0209
 DB0209                         *CURRENT SURVEY CONTROL
 DB0209  ___________________________________________________________________
 DB0209* NAD 83(1986)-  32 43 23.     (N)    114 36 56.     (W)     SCALED    
 DB0209* NAVD 88     -        42.375  (meters)     139.03   (feet)  ADJUSTED  
 DB0209  ___________________________________________________________________
 DB0209  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DB0209  DYNAMIC HT  -          42.328 (meters)     138.87  (feet)  COMP
 DB0209  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DB0209
 DB0209  VERT ORDER  -  FIRST     CLASS II
 DB0209
 DB0209.The horizontal coordinates were scaled from a topographic map and have
 DB0209.an estimated accuracy of +/- 6 seconds.
 DB0209
 DB0209.The orthometric height was determined by differential leveling
 DB0209.and adjusted in June 1991.
 DB0209
 DB0209.The geoid height was determined by GEOID03.
 DB0209
 DB0209.The dynamic height is computed by dividing the NAVD 88
 DB0209.geopotential number by the normal gravity value computed on the
 DB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0209.degrees latitude (g = 980.6199 gals.).
 DB0209
 DB0209.The modeled gravity was interpolated from observed gravity values.
 DB0209
 DB0209;                    North         East    Units  Estimated Accuracy
 DB0209;SPC AZ W     -   191,380.      132,220.      MT  (+/- 180 meters Scaled)
 DB0209
 DB0209                          SUPERSEDED SURVEY CONTROL
 DB0209
 DB0209  NGVD 29 (??/??/??)   41.748  (m)          136.97   (f) ADJUSTED    1 2
 DB0209
 DB0209.Superseded values are not recommended for survey control.
 DB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0209.See file dsdata.txt to determine how the superseded data were derived.
 DB0209
 DB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS234231(NAD 83)
 DB0209_MARKER: DB = BENCH MARK DISK
 DB0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0209_SP_SET: SIDEWALK
 DB0209_STAMPING: 136.975 U 7 1927
 DB0209_MARK LOGO: CGS   
 DB0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0209
 DB0209  HISTORY     - Date     Condition        Report By
 DB0209  HISTORY     - 1927     MONUMENTED       CGS
 DB0209  HISTORY     - 1960     GOOD             NGS
 DB0209  HISTORY     - 1981     GOOD             NGS
 DB0209  HISTORY     - 1981     GOOD             NGS
 DB0209  HISTORY     - 19901007 GOOD             USPSQD
 DB0209  HISTORY     - 19950523 GOOD             USPSQD
 DB0209  HISTORY     - 20060225 MARK NOT FOUND   GEOCAC
 DB0209
 DB0209                          STATION DESCRIPTION
 DB0209
 DB0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0209'AT YUMA.
 DB0209'AT YUMA, YUMA COUNTY, 11 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DB0209'THE SOUTHERN PACIFIC CO. RAILROAD STATION, AT THE NORTHWEST CORNER
 DB0209'OF THE LAWN SOUTH OF THE STATION, 38 YARDS WEST OF THE CENTERLINE
 DB0209'OF THE WEST TRACK, AT THE EDGE OF THE SIDEWALK, AND LEVEL WITH THE
 DB0209'LAWN, AND SET IN THE TOP OF A CONCRETE POST.
 DB0209
 DB0209                          STATION RECOVERY (1981)
 DB0209
 DB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0209'RECOVERED IN GOOD CONDITION.
 DB0209
 DB0209                          STATION RECOVERY (1981)
 DB0209
 DB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0209'RECOVERED IN GOOD CONDITION.
 DB0209
 DB0209                          STATION RECOVERY (1990)
 DB0209
 DB0209'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB0209'RECOVERED IN GOOD CONDITION.
 DB0209
 DB0209                          STATION RECOVERY (1995)
 DB0209
 DB0209'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0209'RECOVERED IN GOOD CONDITION.
 DB0209
 DB0209                          STATION RECOVERY (2006)
 DB0209
 DB0209'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0209'THE SOUTHERN PACIFIC RAILROAD STATION BURNED TO THE GROUND IN
 DB0209'MID-1990'S. PRESENTLY, THE YUMA ARMED FORCES PARK IS BEING BUILT ON
 DB0209'THE SITE. IF THIS MARK IS STILL PRESENT, IT IS LOCATED UNDER THE SOIL.
 DB0209' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0144 ***********************************************************************
 FQ0144  DESIGNATION -  U 70
 FQ0144  PID         -  FQ0144
 FQ0144  STATE/COUNTY-  AZ/NAVAJO
 FQ0144  USGS QUAD   -  BURRO SPRING (1991)
 FQ0144
 FQ0144                         *CURRENT SURVEY CONTROL
 FQ0144  ___________________________________________________________________
 FQ0144* NAD 83(1986)-  35 42 22.     (N)    110 42 49.     (W)     SCALED    
 FQ0144* NAVD 88     -      1621.934  (meters)    5321.30   (feet)  ADJUSTED  
 FQ0144  ___________________________________________________________________
 FQ0144  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 FQ0144  DYNAMIC HT  -        1619.846 (meters)    5314.44  (feet)  COMP
 FQ0144  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 FQ0144
 FQ0144  VERT ORDER  -  SECOND    CLASS 0
 FQ0144
 FQ0144.The horizontal coordinates were scaled from a topographic map and have
 FQ0144.an estimated accuracy of +/- 6 seconds.
 FQ0144
 FQ0144.The orthometric height was determined by differential leveling
 FQ0144.and adjusted in June 1991.
 FQ0144
 FQ0144.The geoid height was determined by GEOID03.
 FQ0144
 FQ0144.The dynamic height is computed by dividing the NAVD 88
 FQ0144.geopotential number by the normal gravity value computed on the
 FQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0144.degrees latitude (g = 980.6199 gals.).
 FQ0144
 FQ0144.The modeled gravity was interpolated from observed gravity values.
 FQ0144
 FQ0144;                    North         East    Units  Estimated Accuracy
 FQ0144;SPC AZ E     -   522,050.      163,870.      MT  (+/- 180 meters Scaled)
 FQ0144
 FQ0144                          SUPERSEDED SURVEY CONTROL
 FQ0144
 FQ0144  NGVD 29 (??/??/92) 1621.090  (m)         5318.53   (f) ADJ UNCH    2 0
 FQ0144
 FQ0144.Superseded values are not recommended for survey control.
 FQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0144.See file dsdata.txt to determine how the superseded data were derived.
 FQ0144
 FQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE259513(NAD 83)
 FQ0144_MARKER: DB = BENCH MARK DISK
 FQ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0144_STAMPING: U 70 1934
 FQ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0144+STABILITY: SURFACE MOTION
 FQ0144
 FQ0144  HISTORY     - Date     Condition        Report By
 FQ0144  HISTORY     - 1934     MONUMENTED       CGS
 FQ0144  HISTORY     - 1955     GOOD             NGS
 FQ0144  HISTORY     - 19851203 MARK NOT FOUND   USGS
 FQ0144
 FQ0144                          STATION DESCRIPTION
 FQ0144
 FQ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0144'13.6 MI S FROM ORAIBI.
 FQ0144'ABOUT 13.6 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0144'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 166 FEET SOUTH OF A BRIDGE ON
 FQ0144'THE HIGHWAY, 47 FEET NORTH OF AN OLD ROAD LEADING NORTHWEST, 112 FEET
 FQ0144'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 34 FEET EAST OF A DRAINAGE
 FQ0144'DITCH.  A STANDARD DISK, STAMPED U 70 1934 AND SET IN THE TOP OF A
 FQ0144'CONCRETE POST.
 FQ0144
 FQ0144                          STATION RECOVERY (1955)
 FQ0144
 FQ0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0144'RECOVERED IN GOOD CONDITION.
 FQ0144
 FQ0144                          STATION RECOVERY (1985)
 FQ0144
 FQ0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RVP)
 FQ0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0092 ***********************************************************************
 FQ0092  DESIGNATION -  U 71
 FQ0092  PID         -  FQ0092
 FQ0092  STATE/COUNTY-  AZ/COCONINO
 FQ0092  USGS QUAD   -  TUCKER MESA NW (1968)
 FQ0092
 FQ0092                         *CURRENT SURVEY CONTROL
 FQ0092  ___________________________________________________________________
 FQ0092* NAD 83(1986)-  35 09 01.     (N)    110 53 51.     (W)     SCALED    
 FQ0092* NAVD 88     -      1466.010  (meters)    4809.73   (feet)  ADJUSTED  
 FQ0092  ___________________________________________________________________
 FQ0092  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0092  DYNAMIC HT  -        1464.078 (meters)    4803.40  (feet)  COMP
 FQ0092  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 FQ0092
 FQ0092  VERT ORDER  -  SECOND    CLASS 0
 FQ0092
 FQ0092.The horizontal coordinates were scaled from a topographic map and have
 FQ0092.an estimated accuracy of +/- 6 seconds.
 FQ0092
 FQ0092.The orthometric height was determined by differential leveling
 FQ0092.and adjusted in June 1991.
 FQ0092
 FQ0092.The geoid height was determined by GEOID03.
 FQ0092
 FQ0092.The dynamic height is computed by dividing the NAVD 88
 FQ0092.geopotential number by the normal gravity value computed on the
 FQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0092.degrees latitude (g = 980.6199 gals.).
 FQ0092
 FQ0092.The modeled gravity was interpolated from observed gravity values.
 FQ0092
 FQ0092;                    North         East    Units  Estimated Accuracy
 FQ0092;SPC AZ C     -   460,720.      306,220.      MT  (+/- 180 meters Scaled)
 FQ0092
 FQ0092                          SUPERSEDED SURVEY CONTROL
 FQ0092
 FQ0092  NGVD 29 (??/??/92) 1465.236  (m)         4807.20   (f) ADJ UNCH    2 0
 FQ0092
 FQ0092.Superseded values are not recommended for survey control.
 FQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0092.See file dsdata.txt to determine how the superseded data were derived.
 FQ0092
 FQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD093897(NAD 83)
 FQ0092_MARKER: DB = BENCH MARK DISK
 FQ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0092_STAMPING: U 71 1934
 FQ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0092+STABILITY: SURFACE MOTION
 FQ0092
 FQ0092  HISTORY     - Date     Condition        Report By
 FQ0092  HISTORY     - 1934     MONUMENTED       CGS
 FQ0092
 FQ0092                          STATION DESCRIPTION
 FQ0092
 FQ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0092'12.1 MI SE FROM LEUPP.
 FQ0092'12.1 MILES SOUTHEAST ALONG THE HIGHWAY TO WINSLOW FROM LEUPP, COCONINO
 FQ0092'COUNTY, ABOUT 1/4 MILE NORTH OF A WINDMILL AND SHACK AT THE EDGE OF
 FQ0092'HIGH GROUND, ABOUT 8 POLES WEST OF AN ANGLE IN A ROW OF POLES LEADING
 FQ0092'SOUTH, ABOUT 2 POLES EAST OF A STUMP SOUTHWEST OF THE HIGHWAY, 137
 FQ0092'FEET NORTHEAST OF THE ROW OF POLES, AND 37 FEET NORTHEAST OF THE
 FQ0092'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 71 1934 AND
 FQ0092'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0349 ***********************************************************************
 DT0349  DESIGNATION -  U 73
 DT0349  PID         -  DT0349
 DT0349  STATE/COUNTY-  AZ/GREENLEE
 DT0349  USGS QUAD   -  CLIFTON (1989)
 DT0349
 DT0349                         *CURRENT SURVEY CONTROL
 DT0349  ___________________________________________________________________
 DT0349* NAD 83(1986)-  33 05 28.     (N)    109 21 11.     (W)     SCALED    
 DT0349* NAVD 88     -      1265.851  (meters)    4153.05   (feet)  ADJUSTED  
 DT0349  ___________________________________________________________________
 DT0349  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DT0349  DYNAMIC HT  -        1264.021 (meters)    4147.04  (feet)  COMP
 DT0349  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 DT0349
 DT0349  VERT ORDER  -  SECOND    CLASS 0
 DT0349
 DT0349.The horizontal coordinates were scaled from a topographic map and have
 DT0349.an estimated accuracy of +/- 6 seconds.
 DT0349
 DT0349.The orthometric height was determined by differential leveling
 DT0349.and adjusted in June 1991.
 DT0349
 DT0349.The geoid height was determined by GEOID03.
 DT0349
 DT0349.The dynamic height is computed by dividing the NAVD 88
 DT0349.geopotential number by the normal gravity value computed on the
 DT0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0349.degrees latitude (g = 980.6199 gals.).
 DT0349
 DT0349.The modeled gravity was interpolated from observed gravity values.
 DT0349
 DT0349;                    North         East    Units  Estimated Accuracy
 DT0349;SPC AZ E     -   232,150.      289,310.      MT  (+/- 180 meters Scaled)
 DT0349
 DT0349                          SUPERSEDED SURVEY CONTROL
 DT0349
 DT0349  NGVD 29 (??/??/92) 1265.102  (m)         4150.59   (f) ADJ UNCH    2 0
 DT0349
 DT0349.Superseded values are not recommended for survey control.
 DT0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0349.See file dsdata.txt to determine how the superseded data were derived.
 DT0349
 DT0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB537625(NAD 83)
 DT0349_MARKER: DB = BENCH MARK DISK
 DT0349_SETTING: 66 = SET IN ROCK OUTCROP
 DT0349_SP_SET: ROCK OUTCROP
 DT0349_STAMPING: U-73 1934
 DT0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0349+STABILITY: POSITION/ELEVATION WELL
 DT0349
 DT0349  HISTORY     - Date     Condition        Report By
 DT0349  HISTORY     - 1934     MONUMENTED       CGS
 DT0349  HISTORY     - 19870210 MARK NOT FOUND   USGS
 DT0349
 DT0349                          STATION DESCRIPTION
 DT0349
 DT0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0349'4.5 MI N FROM CLIFTON.
 DT0349'4.5 MI NORTH ON STATE HWY NO. 71, FROM P.O.  DIRECTLY OVER A TUNNEL
 DT0349'FOR THE CREEK, 51 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DT0349'ABOUT 60 FEET ABOVE THE CREEK AND LEVEL WITH THE ROAD SURFACE.
 DT0349
 DT0349                          STATION RECOVERY (1987)
 DT0349
 DT0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (SGD)
 DT0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0341 ***********************************************************************
 DT0341  DESIGNATION -  U 74
 DT0341  PID         -  DT0341
 DT0341  STATE/COUNTY-  AZ/GREENLEE
 DT0341  USGS QUAD   -  CORONADO MOUNTAIN (1989)
 DT0341
 DT0341                         *CURRENT SURVEY CONTROL
 DT0341  ___________________________________________________________________
 DT0341* NAD 83(1986)-  33 12 12.     (N)    109 22 54.     (W)     SCALED    
 DT0341* NAVD 88     -      2171.912  (meters)    7125.68   (feet)  ADJUSTED  
 DT0341  ___________________________________________________________________
 DT0341  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 DT0341  DYNAMIC HT  -        2168.512 (meters)    7114.53  (feet)  COMP
 DT0341  MODELED GRAV-     978,992.5   (mgal)                       NAVD 88
 DT0341
 DT0341  VERT ORDER  -  SECOND    CLASS 0
 DT0341
 DT0341.The horizontal coordinates were scaled from a topographic map and have
 DT0341.an estimated accuracy of +/- 6 seconds.
 DT0341
 DT0341.The orthometric height was determined by differential leveling
 DT0341.and adjusted in June 1991.
 DT0341
 DT0341.The geoid height was determined by GEOID03.
 DT0341
 DT0341.The dynamic height is computed by dividing the NAVD 88
 DT0341.geopotential number by the normal gravity value computed on the
 DT0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0341.degrees latitude (g = 980.6199 gals.).
 DT0341
 DT0341.The modeled gravity was interpolated from observed gravity values.
 DT0341
 DT0341;                    North         East    Units  Estimated Accuracy
 DT0341;SPC AZ E     -   244,580.      286,550.      MT  (+/- 180 meters Scaled)
 DT0341
 DT0341                          SUPERSEDED SURVEY CONTROL
 DT0341
 DT0341  NGVD 29 (??/??/92) 2171.006  (m)         7122.71   (f) ADJ UNCH    2 0
 DT0341
 DT0341.Superseded values are not recommended for survey control.
 DT0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0341.See file dsdata.txt to determine how the superseded data were derived.
 DT0341
 DT0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB508749(NAD 83)
 DT0341_MARKER: DB = BENCH MARK DISK
 DT0341_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0341_SP_SET: UNSPECIFIED ROCK
 DT0341_STAMPING: U-74 1934
 DT0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0341
 DT0341  HISTORY     - Date     Condition        Report By
 DT0341  HISTORY     - 1934     MONUMENTED       CGS
 DT0341  HISTORY     - 1967     GOOD             USGS
 DT0341  HISTORY     - 19870511 MARK NOT FOUND   USGS
 DT0341
 DT0341                          STATION DESCRIPTION
 DT0341
 DT0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0341'16.3 MI N FROM CLIFTON.
 DT0341'16.3 MI NORTH ON STATE HWY NO. 71, FROM P.O.  2.1 MI NORTH OF CHERRY
 DT0341'LODGE, 43 FEET SOUTHEAST OF THE JUNCTION OF THE ROAD TO SAW MILL
 DT0341'SPRINGS, 22 FEET SOUTHWEST OF A HORSESHOE CURVE THRU A CUT, 30 FEET
 DT0341'WEST OF THE CENTERLINE OF THE HIGHWAY.  SET IN A ROCK 4 INCHES ABOVE
 DT0341'THE GROUND SURFACE AND ABOUT 2 FEET ABOVE THE ROAD SURFACE.
 DT0341
 DT0341                          STATION RECOVERY (1967)
 DT0341
 DT0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0341'RECOVERED IN GOOD CONDITION.
 DT0341
 DT0341                          STATION RECOVERY (1987)
 DT0341
 DT0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (NKP)
 DT0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0228 ***********************************************************************
 CG0228  DESIGNATION -  U 76 RESET
 CG0228  PID         -  CG0228
 CG0228  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0228  USGS QUAD   -  CUMERO CANYON (1981)
 CG0228
 CG0228                         *CURRENT SURVEY CONTROL
 CG0228  ___________________________________________________________________
 CG0228* NAD 83(1986)-  31 25 02.     (N)    110 51 09.     (W)     SCALED    
 CG0228* NAVD 88     -      1180.64   (+/-2cm)    3873.5    (feet)  VERTCON   
 CG0228  ___________________________________________________________________
 CG0228  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CG0228  VERT ORDER  -  THIRD (See Below)
 CG0228
 CG0228.This mark is at Nogales Intl Airport (OLS)
 CG0228
 CG0228.The horizontal coordinates were scaled from a topographic map and have
 CG0228.an estimated accuracy of +/- 6 seconds.
 CG0228
 CG0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0228.The vertical order pertains to the NGVD 29 superseded value.
 CG0228
 CG0228.The geoid height was determined by GEOID03.
 CG0228
 CG0228;                    North         East    Units  Estimated Accuracy
 CG0228;SPC AZ C     -    46,740.      314,540.      MT  (+/- 180 meters Scaled)
 CG0228
 CG0228                          SUPERSEDED SURVEY CONTROL
 CG0228
 CG0228  NGVD 29 (03/28/06) 1179.76   (m)         3870.6    (f) RESET       3  
 CG0228
 CG0228.Superseded values are not recommended for survey control.
 CG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0228.See file dsdata.txt to determine how the superseded data were derived.
 CG0228
 CG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV140758(NAD 83)
 CG0228_MARKER: DB = BENCH MARK DISK
 CG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0228_STAMPING: U 76 RESET 1973
 CG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0228+STABILITY: SURFACE MOTION
 CG0228
 CG0228  HISTORY     - Date     Condition        Report By
 CG0228  HISTORY     - 1973     MONUMENTED       NGS
 CG0228  HISTORY     - 1973     GOOD             NGS
 CG0228  HISTORY     - 1976     GOOD             NGS
 CG0228  HISTORY     - 1976     GOOD             NGS
 CG0228
 CG0228                          STATION DESCRIPTION
 CG0228
 CG0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CG0228'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 CG0228'RECOVERED. REFERENCE MARK 1 HAS BEEN DESTROYED AND AN UNSTAMPED
 CG0228'FOREST SERVICE DISK HAS BEEN SET IN THE OLD MONUMENT.  THE
 CG0228'STATION MONUMENT HAS BEEN BROKEN IN SEVERAL PLACES.  THE
 CG0228'PIECES WERE FIT TOGETHER AT THIS TIME AND THE GROUND WORK
 CG0228'CHECKED THE 1936 DATA.  A NEW STATION MONUMENT WAS SET ON THE
 CG0228'ORIGINAL POSITION.
 CG0228'
 CG0228'THE STATION MARK IS A STANDARD DISK STAMPED, U 76 RESET 1973.
 CG0228'IT IS SET IN TOP OF A 16 INCH CONCRETE MONUMENT WHICH PROJECTS
 CG0228'6 INCHES.  IT IS 219-1/2 FEET SOUTH OF THE AIRPORT BEACON,
 CG0228'54 FEET SOUTH OF A GATE POST, 48 FEET EAST OF THE CENTER LINE
 CG0228'OF THE HIGHWAY AND ABOUT 2 FEET WEST OF A WITNESS POST IN
 CG0228'THE RIGHT OF WAY FENCE LINE.
 CG0228'
 CG0228'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, U 76 NO 2 1934
 CG0228'1936.  IT IS SET IN TOP OF A 8 INCH CONCRETE POST WHICH PROJECTS
 CG0228'6 INCHES.  IT IS 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 CG0228'
 CG0228'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, U 76 NO 3 1936
 CG0228'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 CG0228'PROJECTS 5 INCHES.  IT IS UNDER THE RIGHT OF WAY FENCE LINE
 CG0228'ALONG THE WEST SIDE OF THE HIGHWAY, 1 FOOT SOUTH OF A WITNESS
 CG0228'POST AND SIGN.
 CG0228'
 CG0228'USDA FOREST SERVICE DISK IS UNSTAMPED, SET IN THE OLD CONCRETE
 CG0228'MONUMENT FOR REFERENCE MARK 1.  THE MARK IS 4 INCHES BELOW
 CG0228'THE GROUND SURFACE.  48 FEET EAST OF THE CENTER LINE OF THE
 CG0228'HIGHWAY AND 3 FEET WEST OF THE FENCE LINE.
 CG0228'
 CG0228'THE 1936 AZIMUTH MARK IS SET IN A DRILL HOLE IN THE CONCRETE
 CG0228'SLAB OF THE HANGER AT THE SOUTHWEST ENTRANCE.
 CG0228'
 CG0228'TO REACH THE STATION FROM NOGALES GO NORTHEAST ALONG ARIZONA
 CG0228'HIGHWAY 82 FOR 10 MILES TO GOGALES INTERNATIONAL AIRPORT AND
 CG0228'THE STATION ON THE RIGHT NEAR THE BEACON.
 CG0228'
 CG0228'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CG0228'
 CG0228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 CG0228'NORTHEAST OF NOGALES.
 CG0228
 CG0228                          STATION RECOVERY (1973)
 CG0228
 CG0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CG0228'9.4 MI NE FROM NOGALES.
 CG0228'7.2 MILES NORTHEAST OF THE JUNCTION OF ARIZONA HIGHWAYS 82 AND 89. AT
 CG0228'NOGALES INTERNATIONAL AIRPORT.  219 1/2 FEET SOUTH OF THE AIRPORT
 CG0228'BEACON, 54 FEET SOUTH OF THE SOUTH GATE POST, 48 FEET EAST OF THE
 CG0228'CENTER LINE OF ARIZONA HIGHWAY 82 AND 2 FEET WEST OF A WITNESS POST
 CG0228'SET IN THE RIGHT OF WAY FENCE LINE.  A 16 INCH CONCRETE MONUMENT WHICH
 CG0228'PROJECTS 6 INCHES.
 CG0228
 CG0228                          STATION RECOVERY (1976)
 CG0228
 CG0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 CG0228'THIS STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 CG0228'
 CG0228'RM NO. 1 WAS ALSO RECOVERED ABOUT 42 FT. SOUTHEAST OF THE STATION.
 CG0228'THE DISK IS SET IN CONCRETE FLUSH WITH THE SURFACE OF THE GROUND.
 CG0228'THE AIRPORT MANAGER MR. ROBERT DELAOSSA IS AWARE OF THIS MARKS
 CG0228'LOCATION AND CAN POINT IT OUT.
 CG0228'
 CG0228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES NORTHEAST
 CG0228'OF NOGALES.
 CG0228
 CG0228                          STATION RECOVERY (1976)
 CG0228
 CG0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CG0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0125 ***********************************************************************
 CG0125  DESIGNATION -  U 78
 CG0125  PID         -  CG0125
 CG0125  STATE/COUNTY-  AZ/COCHISE
 CG0125  USGS QUAD   -  MC GREW SPRING (1973)
 CG0125
 CG0125                         *CURRENT SURVEY CONTROL
 CG0125  ___________________________________________________________________
 CG0125* NAD 83(1986)-  31 50 56.     (N)    110 16 10.     (W)     SCALED    
 CG0125* NAVD 88     -      1214.21   (+/-2cm)    3983.6    (feet)  VERTCON   
 CG0125  ___________________________________________________________________
 CG0125  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0125
 CG0125.The horizontal coordinates were scaled from a topographic map and have
 CG0125.an estimated accuracy of +/- 6 seconds.
 CG0125
 CG0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0125.The vertical order pertains to the NGVD 29 superseded value.
 CG0125
 CG0125.The geoid height was determined by GEOID03.
 CG0125
 CG0125;                    North         East    Units  Estimated Accuracy
 CG0125;SPC AZ E     -    94,120.      203,630.      MT  (+/- 180 meters Scaled)
 CG0125
 CG0125                          SUPERSEDED SURVEY CONTROL
 CG0125
 CG0125  NGVD 29 (??/??/92) 1213.404  (m)         3980.98   (f) ADJ UNCH    2 0
 CG0125
 CG0125.Superseded values are not recommended for survey control.
 CG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0125.See file dsdata.txt to determine how the superseded data were derived.
 CG0125
 CG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA691239(NAD 83)
 CG0125_MARKER: DB = BENCH MARK DISK
 CG0125_SETTING: 66 = SET IN ROCK OUTCROP
 CG0125_SP_SET: ROCK OUTCROP
 CG0125_STAMPING: U 78 1934
 CG0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0125+STABILITY: POSITION/ELEVATION WELL
 CG0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0125+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 CG0125
 CG0125  HISTORY     - Date     Condition        Report By
 CG0125  HISTORY     - 1934     MONUMENTED       CGS
 CG0125  HISTORY     - 1973     MARK NOT FOUND   USGS
 CG0125  HISTORY     - 20081022 GOOD             INDIV
 CG0125
 CG0125                          STATION DESCRIPTION
 CG0125
 CG0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0125'8.8 MI SE FROM WHETSTONE.
 CG0125'8.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0125'STATION AT WHETSTONE, COCHISE COUNTY, 6-3/4 POLES SOUTH OF MILEPOST
 CG0125'1037, 68 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 35 FEET
 CG0125'NORTHEAST OF A FENCE, 25 FEET NORTHEAST OF A ROW OF POLES, AND IN THE
 CG0125'TOP OF A WHITE LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED U 78 1934.
 CG0125
 CG0125                          STATION RECOVERY (1973)
 CG0125
 CG0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CG0125'MARK NOT FOUND.
 CG0125
 CG0125                          STATION RECOVERY (2008)
 CG0125
 CG0125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (QWG)
 CG0125'RECOVERY IS NOTED AS NOT FOUND IN 1973 BY U.S.G.S. HOWEVER MONUMENT
 CG0125'HAS BEEN RECOVERED AS PER ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0174 ***********************************************************************
 CF0174  DESIGNATION -  U 79
 CF0174  PID         -  CF0174
 CF0174  STATE/COUNTY-  AZ/COCHISE
 CF0174  USGS QUAD   -  SULPHUR HILLS (1986)
 CF0174
 CF0174                         *CURRENT SURVEY CONTROL
 CF0174  ___________________________________________________________________
 CF0174* NAD 83(1986)-  31 54 20.     (N)    109 43 50.     (W)     SCALED    
 CF0174* NAVD 88     -      1316.885  (meters)    4320.48   (feet)  ADJUSTED  
 CF0174  ___________________________________________________________________
 CF0174  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CF0174  DYNAMIC HT  -        1314.873 (meters)    4313.88  (feet)  COMP
 CF0174  MODELED GRAV-     979,065.9   (mgal)                       NAVD 88
 CF0174
 CF0174  VERT ORDER  -  FIRST     CLASS II
 CF0174
 CF0174.The horizontal coordinates were scaled from a topographic map and have
 CF0174.an estimated accuracy of +/- 6 seconds.
 CF0174
 CF0174.The orthometric height was determined by differential leveling
 CF0174.and adjusted in June 1991.
 CF0174
 CF0174.The geoid height was determined by GEOID03.
 CF0174
 CF0174.The dynamic height is computed by dividing the NAVD 88
 CF0174.geopotential number by the normal gravity value computed on the
 CF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0174.degrees latitude (g = 980.6199 gals.).
 CF0174
 CF0174.The modeled gravity was interpolated from observed gravity values.
 CF0174
 CF0174;                    North         East    Units  Estimated Accuracy
 CF0174;SPC AZ E     -   100,480.      254,610.      MT  (+/- 180 meters Scaled)
 CF0174
 CF0174                          SUPERSEDED SURVEY CONTROL
 CF0174
 CF0174  NGVD 29 (??/??/92) 1316.068  (m)         4317.80   (f) ADJ UNCH    1 2
 CF0174
 CF0174.Superseded values are not recommended for survey control.
 CF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0174.See file dsdata.txt to determine how the superseded data were derived.
 CF0174
 CF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA200306(NAD 83)
 CF0174_MARKER: DB = BENCH MARK DISK
 CF0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0174_STAMPING: U 79 1934
 CF0174_PROJECTION: PROJECTING 15 CENTIMETERS
 CF0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0174+STABILITY: SURFACE MOTION
 CF0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0174+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 CF0174
 CF0174  HISTORY     - Date     Condition        Report By
 CF0174  HISTORY     - 1934     MONUMENTED       CGS
 CF0174  HISTORY     - 1980     GOOD             NGS
 CF0174  HISTORY     - 20060506 GOOD             NGS
 CF0174
 CF0174                          STATION DESCRIPTION
 CF0174
 CF0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0174'5.2 MI E FROM PEARCE.
 CF0174'5.2 MILES EAST ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0174'ABOUT 250 YARDS SOUTHEAST OF A WIRE GATE IN A FENCE, ABOUT 100 YARDS
 CF0174'SOUTH OF THE WIRE FENCE, AND 50 FEET NORTH OF THE HIGHWAY.  A STANDARD
 CF0174'DISK, STAMPED U 79 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0174
 CF0174                          STATION RECOVERY (1980)
 CF0174
 CF0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0174'11.2 KILOMETERS (7.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 666
 CF0174'FROM THE POST OFFICE IN PEARCE, 0.55 KILOMETERS (0.35 MILES)
 CF0174'WEST OF A POWERLINE CROSSING, 0.1 KILOMETER (0.05 MILE) WEST OF
 CF0174'HIGHWAY MILEPOST 41, 15.6 METERS (51.3 FEET) NORTH OF THE
 CF0174'CENTERLINE OF THE HIGHWAY, 15.1 METERS (49.6 FEET) SOUTH OF THE
 CF0174'RIGHT-OF-WAY FENCE.
 CF0174'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CF0174'THE MARK IS 0.3 M BELOW THE CENTERLINE OF HIGHWAY.
 CF0174
 CF0174                          STATION RECOVERY (2006)
 CF0174
 CF0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CF0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0111 ***********************************************************************
 DB0111  DESIGNATION -  U 8
 DB0111  PID         -  DB0111
 DB0111  STATE/COUNTY-  AZ/YUMA
 DB0111  USGS QUAD   -  WELLTON MESA (1982)
 DB0111
 DB0111                         *CURRENT SURVEY CONTROL
 DB0111  ___________________________________________________________________
 DB0111* NAD 83(1986)-  32 42 47.     (N)    114 00 58.     (W)     SCALED    
 DB0111* NAVD 88     -        82.25   (+/-2cm)     269.8    (feet)  VERTCON   
 DB0111  ___________________________________________________________________
 DB0111  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DB0111  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0111
 DB0111.The horizontal coordinates were scaled from a topographic map and have
 DB0111.an estimated accuracy of +/- 6 seconds.
 DB0111
 DB0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0111.The vertical order pertains to the NGVD 29 superseded value.
 DB0111
 DB0111.The geoid height was determined by GEOID03.
 DB0111
 DB0111;                    North         East    Units  Estimated Accuracy
 DB0111;SPC AZ W     -   189,970.      188,410.      MT  (+/- 180 meters Scaled)
 DB0111
 DB0111                          SUPERSEDED SURVEY CONTROL
 DB0111
 DB0111  NGVD 29 (??/??/??)   81.600  (m)          267.72   (f) ADJUSTED    1 2
 DB0111
 DB0111.Superseded values are not recommended for survey control.
 DB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0111.See file dsdata.txt to determine how the superseded data were derived.
 DB0111
 DB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS796234(NAD 83)
 DB0111_MARKER: DB = BENCH MARK DISK
 DB0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0111_SP_SET: BRIDGE ABUTMENT
 DB0111_STAMPING: 267.716 U 8 1927
 DB0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0111
 DB0111  HISTORY     - Date     Condition        Report By
 DB0111  HISTORY     - 1927     MONUMENTED       CGS
 DB0111  HISTORY     - 1935     GOOD             NGS
 DB0111
 DB0111                          STATION DESCRIPTION
 DB0111
 DB0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0111'7.7 MI NE FROM WELLTON.
 DB0111'7.7 MILES NORTHEAST ALONG THE WELLTON-HASSAYAMPA-PHOENIX BRANCH
 DB0111'OF THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON,
 DB0111'YUMA COUNTY, AT STEEL BRIDGE 777.81 OVER GILA RIVER, IN THE TOP
 DB0111'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 8 FEET
 DB0111'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 INCHES
 DB0111'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0184 ***********************************************************************
 CG0184  DESIGNATION -  U 80
 CG0184  PID         -  CG0184
 CG0184  STATE/COUNTY-  AZ/COCHISE
 CG0184  USGS QUAD   -  HEREFORD (1983)
 CG0184
 CG0184                         *CURRENT SURVEY CONTROL
 CG0184  ___________________________________________________________________
 CG0184* NAD 83(1986)-  31 24 02.     (N)    110 04 43.     (W)     SCALED    
 CG0184* NAVD 88     -      1317.05   (+/-2cm)    4321.0    (feet)  VERTCON   
 CG0184  ___________________________________________________________________
 CG0184  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CG0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0184
 CG0184.The horizontal coordinates were scaled from a topographic map and have
 CG0184.an estimated accuracy of +/- 6 seconds.
 CG0184
 CG0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0184.The vertical order pertains to the NGVD 29 superseded value.
 CG0184
 CG0184.The geoid height was determined by GEOID03.
 CG0184
 CG0184;                    North         East    Units  Estimated Accuracy
 CG0184;SPC AZ E     -    44,410.      221,730.      MT  (+/- 180 meters Scaled)
 CG0184
 CG0184                          SUPERSEDED SURVEY CONTROL
 CG0184
 CG0184  NGVD 29 (??/??/92) 1316.189  (m)         4318.20   (f) ADJ UNCH    2 0
 CG0184
 CG0184.Superseded values are not recommended for survey control.
 CG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0184.See file dsdata.txt to determine how the superseded data were derived.
 CG0184
 CG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV875743(NAD 83)
 CG0184_MARKER: DB = BENCH MARK DISK
 CG0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0184_STAMPING: U 80 1934
 CG0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0184+STABILITY: SURFACE MOTION
 CG0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0184+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 CG0184
 CG0184  HISTORY     - Date     Condition        Report By
 CG0184  HISTORY     - 1934     MONUMENTED       CGS
 CG0184  HISTORY     - 1958     GOOD             DOD
 CG0184  HISTORY     - 20051105 GOOD             NGS
 CG0184
 CG0184                          STATION DESCRIPTION
 CG0184
 CG0184'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 CG0184'3.2 MI SE FROM HEREFORD.
 CG0184'3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0184'STATION AT HEREFORD, COCHISE COUNTY, 45 FEET SOUTHEAST OF MILEPOST
 CG0184'1072, 250 FEET SOUTHEAST OF SIGNAL BLOCK 1071.8, 80 FEET SOUTHWEST OF
 CG0184'THE CENTERLINE OF THE TRACK, AND 18 FEET NORTHEAST OF A WIRE FENCE. A
 CG0184'STANDARD DISK, STAMPED U 80 1934 AND SET IN THE TOP OF A CONCRETE
 CG0184'POST.
 CG0184
 CG0184                          STATION RECOVERY (2005)
 CG0184
 CG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG0184'MARK IS NOW STAMPED 'ASA 2195 U 80 1934 1994' (THANK YOU ARMY).
 CG0184'RAILROAD IS NOW SAN PEDRO AND SOUTHWESTERN.  MARK IS 2.0 MILES NW
 CG0184'ALONG HEREFORD ROAD FROM ROUTE AZ 92.  IT IS 0.75 M NE OF A WITNESS
 CG0184'POST AND ABOUT 3 M NE OF UNSIGNED WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0101 ***********************************************************************
 CF0101  DESIGNATION -  U 81
 CF0101  PID         -  CF0101
 CF0101  STATE/COUNTY-  AZ/COCHISE
 CF0101  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0101
 CF0101                         *CURRENT SURVEY CONTROL
 CF0101  ___________________________________________________________________
 CF0101* NAD 83(1986)-  31 26 54.     (N)    109 29 09.     (W)     SCALED    
 CF0101* NAVD 88     -      1334.12   (+/-2cm)    4377.0    (feet)  VERTCON   
 CF0101  ___________________________________________________________________
 CF0101  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CF0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0101
 CF0101.The horizontal coordinates were scaled from a topographic map and have
 CF0101.an estimated accuracy of +/- 6 seconds.
 CF0101
 CF0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0101.The vertical order pertains to the NGVD 29 superseded value.
 CF0101
 CF0101.The geoid height was determined by GEOID03.
 CF0101
 CF0101;                    North         East    Units  Estimated Accuracy
 CF0101;SPC AZ E     -    49,900.      278,070.      MT  (+/- 180 meters Scaled)
 CF0101
 CF0101                          SUPERSEDED SURVEY CONTROL
 CF0101
 CF0101  NGVD 29 (??/??/92) 1333.261  (m)         4374.21   (f) ADJ UNCH    2 0
 CF0101
 CF0101.Superseded values are not recommended for survey control.
 CF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0101.See file dsdata.txt to determine how the superseded data were derived.
 CF0101
 CF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV438802(NAD 83)
 CF0101_MARKER: DB = BENCH MARK DISK
 CF0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0101_STAMPING: U-81 1934
 CF0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0101+STABILITY: SURFACE MOTION
 CF0101
 CF0101  HISTORY     - Date     Condition        Report By
 CF0101  HISTORY     - 1934     MONUMENTED       CGS
 CF0101  HISTORY     - 1935     GOOD             NGS
 CF0101  HISTORY     - 1980     GOOD             USGS
 CF0101
 CF0101                          STATION DESCRIPTION
 CF0101
 CF0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0101'8.3 MI NE FROM DOUGLAS.
 CF0101'8.3 MI. NE. OF DEPOT ALONG THE S. P. R. R., 0.2 MI. N.E. OF MILE POST
 CF0101'NO. 1115, 80 FT. S.W. OF A DOUBLE BLOCK SIGNAL NO. 1115.2, 45 FT. N.E.
 CF0101'OF THE CENTER LINE OF CROSS ROADS TO LEES STA., AND 25 FT. N.W. OF THE
 CF0101'CENTER LINE OF TRACK.
 CF0101
 CF0101                          STATION RECOVERY (1980)
 CF0101
 CF0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0101'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0101'HWY 80 3.5 MI TO A RD NW, NW 0.3 MI TO A RD JCT., NE 1.3 MI TO A
 CF0101'GATE. 100 FT. NE ALONG RD AND 113 FT. SE OF RD IS BM. STANDARD TABLET
 CF0101'SET IN A CONCRETE POST STAMPED U 81 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0110 ***********************************************************************
 ES0110  DESIGNATION -  U 82
 ES0110  PID         -  ES0110
 ES0110  STATE/COUNTY-  AZ/NAVAJO
 ES0110  USGS QUAD   -  ARIPINE (1990)
 ES0110
 ES0110                         *CURRENT SURVEY CONTROL
 ES0110  ___________________________________________________________________
 ES0110* NAD 83(1986)-  34 24 17.     (N)    110 28 37.     (W)     SCALED    
 ES0110* NAVD 88     -      1972.214  (meters)    6470.51   (feet)  ADJUSTED  
 ES0110  ___________________________________________________________________
 ES0110  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0110  DYNAMIC HT  -        1969.336 (meters)    6461.06  (feet)  COMP
 ES0110  MODELED GRAV-     979,105.6   (mgal)                       NAVD 88
 ES0110
 ES0110  VERT ORDER  -  SECOND    CLASS 0
 ES0110
 ES0110.The horizontal coordinates were scaled from a topographic map and have
 ES0110.an estimated accuracy of +/- 6 seconds.
 ES0110
 ES0110.The orthometric height was determined by differential leveling
 ES0110.and adjusted in June 1991.
 ES0110
 ES0110.The geoid height was determined by GEOID03.
 ES0110
 ES0110.The dynamic height is computed by dividing the NAVD 88
 ES0110.geopotential number by the normal gravity value computed on the
 ES0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0110.degrees latitude (g = 980.6199 gals.).
 ES0110
 ES0110.The modeled gravity was interpolated from observed gravity values.
 ES0110
 ES0110;                    North         East    Units  Estimated Accuracy
 ES0110;SPC AZ E     -   377,590.      184,840.      MT  (+/- 180 meters Scaled)
 ES0110
 ES0110                          SUPERSEDED SURVEY CONTROL
 ES0110
 ES0110  NGVD 29 (??/??/92) 1971.298  (m)         6467.50   (f) ADJ UNCH    2 0
 ES0110
 ES0110.Superseded values are not recommended for survey control.
 ES0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0110.See file dsdata.txt to determine how the superseded data were derived.
 ES0110
 ES0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD480071(NAD 83)
 ES0110_MARKER: DB = BENCH MARK DISK
 ES0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0110_STAMPING: U 82 1935
 ES0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0110+STABILITY: SURFACE MOTION
 ES0110
 ES0110  HISTORY     - Date     Condition        Report By
 ES0110  HISTORY     - 1935     MONUMENTED       CGS
 ES0110  HISTORY     - 1960     GOOD             USGS
 ES0110
 ES0110                          STATION DESCRIPTION
 ES0110
 ES0110'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0110'2.9 MI W FROM ARIPINE.
 ES0110'2.9 MILES WEST ALONG STATE HIGHWAY 160 FROM THE ARIZONA HIGHWAY
 ES0110'MAINTENANCE YARD AT ARIPINE, NAVAJO COUNTY, 0.1 MILE WEST OF PHOENIX
 ES0110'PARK WASH, AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 ES0110'DISK, STAMPED U 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0129 ***********************************************************************
 DA0129  DESIGNATION -  U 83
 DA0129  PID         -  DA0129
 DA0129  STATE/COUNTY-  AZ/MARICOPA
 DA0129  USGS QUAD   -  ESTRELLA (1979)
 DA0129
 DA0129                         *CURRENT SURVEY CONTROL
 DA0129  ___________________________________________________________________
 DA0129* NAD 83(1986)-  32 53 28.     (N)    112 29 07.     (W)     SCALED    
 DA0129* NAVD 88     -       436.20   (+/-2cm)    1431.1    (feet)  VERTCON   
 DA0129  ___________________________________________________________________
 DA0129  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DA0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0129
 DA0129.The horizontal coordinates were scaled from a topographic map and have
 DA0129.an estimated accuracy of +/- 6 seconds.
 DA0129
 DA0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0129.The vertical order pertains to the NGVD 29 superseded value.
 DA0129
 DA0129.The geoid height was determined by GEOID03.
 DA0129
 DA0129;                    North         East    Units  Estimated Accuracy
 DA0129;SPC AZ C     -   209,820.      160,160.      MT  (+/- 180 meters Scaled)
 DA0129
 DA0129                          SUPERSEDED SURVEY CONTROL
 DA0129
 DA0129  NGVD 29 (??/??/92)  435.553  (m)         1428.98   (f) ADJ UNCH    2 0
 DA0129
 DA0129.Superseded values are not recommended for survey control.
 DA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0129.See file dsdata.txt to determine how the superseded data were derived.
 DA0129
 DA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB610401(NAD 83)
 DA0129_MARKER: DB = BENCH MARK DISK
 DA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0129_STAMPING: U 83 1935
 DA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0129+STABILITY: SURFACE MOTION
 DA0129
 DA0129  HISTORY     - Date     Condition        Report By
 DA0129  HISTORY     - 1935     MONUMENTED       CGS
 DA0129  HISTORY     - 1935     GOOD             NGS
 DA0129
 DA0129                          STATION DESCRIPTION
 DA0129
 DA0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DA0129'13.7 MI E FROM GILA.
 DA0129'13.7 MILES EAST AND SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 DA0129'PACIFIC CO. RAILROAD STATION AT GILA, MARICOPA COUNTY, 60 FEET WEST OF
 DA0129'THE CENTER OF A WASH WHICH CROSSES THE HIGHWAY, AND 45 FEET NORTH OF
 DA0129'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 83 1935 AND
 DA0129'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0862 ***********************************************************************
 CZ0862  DESIGNATION -  U 84
 CZ0862  PID         -  CZ0862
 CZ0862  STATE/COUNTY-  AZ/PINAL
 CZ0862  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0862
 CZ0862                         *CURRENT SURVEY CONTROL
 CZ0862  ___________________________________________________________________
 CZ0862* NAD 83(1986)-  32 29 23.     (N)    111 58 22.     (W)     SCALED    
 CZ0862* NAVD 88     -       493.75   (+/-2cm)    1619.9    (feet)  VERTCON   
 CZ0862  ___________________________________________________________________
 CZ0862  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 CZ0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0862
 CZ0862.The horizontal coordinates were scaled from a topographic map and have
 CZ0862.an estimated accuracy of +/- 6 seconds.
 CZ0862
 CZ0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0862.The vertical order pertains to the NGVD 29 superseded value.
 CZ0862
 CZ0862.The geoid height was determined by GEOID03.
 CZ0862
 CZ0862;                    North         East    Units  Estimated Accuracy
 CZ0862;SPC AZ C     -   165,170.      208,090.      MT  (+/- 180 meters Scaled)
 CZ0862
 CZ0862                          SUPERSEDED SURVEY CONTROL
 CZ0862
 CZ0862  NGVD 29 (??/??/92)  493.150  (m)         1617.94   (f) ADJ UNCH    2 0
 CZ0862
 CZ0862.Superseded values are not recommended for survey control.
 CZ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0862.See file dsdata.txt to determine how the superseded data were derived.
 CZ0862
 CZ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA086951(NAD 83)
 CZ0862_MARKER: DB = BENCH MARK DISK
 CZ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0862_STAMPING: U 84 1935
 CZ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0862+STABILITY: SURFACE MOTION
 CZ0862
 CZ0862  HISTORY     - Date     Condition        Report By
 CZ0862  HISTORY     - 1935     MONUMENTED       CGS
 CZ0862  HISTORY     - 1962     MARK NOT FOUND   NGS
 CZ0862
 CZ0862                          STATION DESCRIPTION
 CZ0862
 CZ0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0862'2.0 MI S FROM GU KOMELIK.
 CZ0862'IN PIMA COUNTY, 2.0 MILES SOUTH ALONG THE CASA GRANDE-COVERED WELLS
 CZ0862'ROAD FROM GU KOMELIK, PINAL COUNTY, 90 FEET NORTHEAST OF A SMALL DRY
 CZ0862'WASH, AND 68 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CZ0862'DISK, STAMPED U 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1215 ***********************************************************************
 CZ1215  DESIGNATION -  U 85
 CZ1215  PID         -  CZ1215
 CZ1215  STATE/COUNTY-  AZ/PINAL
 CZ1215  USGS QUAD   -  CHUICHU (1992)
 CZ1215
 CZ1215                         *CURRENT SURVEY CONTROL
 CZ1215  ___________________________________________________________________
 CZ1215* NAD 83(1986)-  32 47 31.     (N)    111 51 11.     (W)     SCALED    
 CZ1215* NAVD 88     -       424.39   (+/-2cm)    1392.4    (feet)  VERTCON   
 CZ1215  ___________________________________________________________________
 CZ1215  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1215
 CZ1215.The horizontal coordinates were scaled from a topographic map and have
 CZ1215.an estimated accuracy of +/- 6 seconds.
 CZ1215
 CZ1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1215.The vertical order pertains to the NGVD 29 superseded value.
 CZ1215
 CZ1215.The geoid height was determined by GEOID03.
 CZ1215
 CZ1215;                    North         East    Units  Estimated Accuracy
 CZ1215;SPC AZ C     -   198,680.      219,320.      MT  (+/- 180 meters Scaled)
 CZ1215
 CZ1215                          SUPERSEDED SURVEY CONTROL
 CZ1215
 CZ1215  NGVD 29 (??/??/92)  423.782  (m)         1390.36   (f) ADJ UNCH    2 0
 CZ1215
 CZ1215.Superseded values are not recommended for survey control.
 CZ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1215.See file dsdata.txt to determine how the superseded data were derived.
 CZ1215
 CZ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB201285(NAD 83)
 CZ1215_MARKER: DB = BENCH MARK DISK
 CZ1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1215_STAMPING: U 85 1935
 CZ1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1215+STABILITY: SURFACE MOTION
 CZ1215
 CZ1215  HISTORY     - Date     Condition        Report By
 CZ1215  HISTORY     - 1935     MONUMENTED       CGS
 CZ1215  HISTORY     - 1952     GOOD             NGS
 CZ1215
 CZ1215                          STATION DESCRIPTION
 CZ1215
 CZ1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1215'7.4 MI N FROM COCKLEBUR.
 CZ1215'7.4 MILES NORTH ALONG A TRACK ROAD FROM THE WELL AT COCKLEBUR, AT THE
 CZ1215'NORTH BOUNDARY FENCE OF THE PAPAGO INDIAN RESERVATION, AT A GATE, 31
 CZ1215'FEET WEST OF THE APPROXIMATE CENTER OF A GATE, 0.6 FEET NORTH OF A
 CZ1215'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1215'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND LEVEL WITH THE
 CZ1215'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0067 ***********************************************************************
 DA0067  DESIGNATION -  U 86
 DA0067  PID         -  DA0067
 DA0067  STATE/COUNTY-  AZ/MARICOPA
 DA0067  USGS QUAD   -  KAKA NW (1986)
 DA0067
 DA0067                         *CURRENT SURVEY CONTROL
 DA0067  ___________________________________________________________________
 DA0067* NAD 83(1986)-  32 44 26.     (N)    112 25 27.     (W)     SCALED    
 DA0067* NAVD 88     -       796.45   (+/-2cm)    2613.0    (feet)  VERTCON   
 DA0067  ___________________________________________________________________
 DA0067  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0067
 DA0067.The horizontal coordinates were scaled from a topographic map and have
 DA0067.an estimated accuracy of +/- 6 seconds.
 DA0067
 DA0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0067.The vertical order pertains to the NGVD 29 superseded value.
 DA0067
 DA0067.The geoid height was determined by GEOID03.
 DA0067
 DA0067;                    North         East    Units  Estimated Accuracy
 DA0067;SPC AZ C     -   193,100.      165,800.      MT  (+/- 180 meters Scaled)
 DA0067
 DA0067                          SUPERSEDED SURVEY CONTROL
 DA0067
 DA0067  NGVD 29 (??/??/92)  795.723  (m)         2610.63   (f) ADJ UNCH    2 0
 DA0067
 DA0067.Superseded values are not recommended for survey control.
 DA0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0067.See file dsdata.txt to determine how the superseded data were derived.
 DA0067
 DA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB665234(NAD 83)
 DA0067_MARKER: DR = REFERENCE MARK DISK
 DA0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0067_STAMPING: U 86 1935
 DA0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0067+STABILITY: SURFACE MOTION
 DA0067
 DA0067  HISTORY     - Date     Condition        Report By
 DA0067  HISTORY     - 1935     MONUMENTED       CGS
 DA0067  HISTORY     - 1952     GOOD             NGS
 DA0067
 DA0067                          STATION DESCRIPTION
 DA0067
 DA0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0067'5.7 MI NW FROM STOUTS WELL.
 DA0067'5.7 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0067'ABOUT 50 YARDS SOUTHEAST OF A RED SANDY KNOLL, 14 1/2 FEET NORTH OF
 DA0067'THE CENTER LINE OF THE ROAD, 10 FEET WEST OF A LARGE LONE GIANT
 DA0067'CACTUS, 2.0 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0067'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0067'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0135 ***********************************************************************
 DA0135  DESIGNATION -  U 87
 DA0135  PID         -  DA0135
 DA0135  STATE/COUNTY-  AZ/PINAL
 DA0135  USGS QUAD   -  HALEY HILLS (1981)
 DA0135
 DA0135                         *CURRENT SURVEY CONTROL
 DA0135  ___________________________________________________________________
 DA0135* NAD 83(1986)-  32 56 57.     (N)    112 08 04.     (W)     SCALED    
 DA0135* NAVD 88     -       414.87   (+/-2cm)    1361.1    (feet)  VERTCON   
 DA0135  ___________________________________________________________________
 DA0135  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0135
 DA0135.The horizontal coordinates were scaled from a topographic map and have
 DA0135.an estimated accuracy of +/- 6 seconds.
 DA0135
 DA0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0135.The vertical order pertains to the NGVD 29 superseded value.
 DA0135
 DA0135.The geoid height was determined by GEOID03.
 DA0135
 DA0135;                    North         East    Units  Estimated Accuracy
 DA0135;SPC AZ C     -   216,140.      193,000.      MT  (+/- 180 meters Scaled)
 DA0135
 DA0135                          SUPERSEDED SURVEY CONTROL
 DA0135
 DA0135  NGVD 29 (??/??/92)  414.284  (m)         1359.20   (f) ADJ UNCH    2 0
 DA0135
 DA0135.Superseded values are not recommended for survey control.
 DA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0135.See file dsdata.txt to determine how the superseded data were derived.
 DA0135
 DA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB939462(NAD 83)
 DA0135_MARKER: DB = BENCH MARK DISK
 DA0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0135_STAMPING: U 87 1935
 DA0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0135+STABILITY: SURFACE MOTION
 DA0135
 DA0135  HISTORY     - Date     Condition        Report By
 DA0135  HISTORY     - 1935     MONUMENTED       CGS
 DA0135  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0135
 DA0135                          STATION DESCRIPTION
 DA0135
 DA0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0135'16.1 MI W FROM MARICOPA.
 DA0135'16.1 MILES WEST OF MARICOPA, PINAL COUNTY.  THIS BENCH MARK MAY BE
 DA0135'REACHED FROM THE POST OFFICE BY GOING 6.4 MILES NORTHWEST ALONG THE
 DA0135'SOUTHERN PACIFIC CO. RAILROAD, THENCE 9.7 MILES SOUTH ALONG THE HIDDEN
 DA0135'VALLEY ROAD.  IT IS 9.4 MILES NORTH OF THE ORANGE VALLEY SERVICE
 DA0135'STATION, ON THE TOP OF A SMALL SANDY RIDGE, AND 26 FEET EAST OF THE
 DA0135'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED U 87 1935 AND SET IN
 DA0135'THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS ALSO 16.6 MILES
 DA0135'NORTHWEST OF STANFIELD.  NOTE-- THIS MARK IS NO DOUBT DESTROYED BY
 DA0135'CULTIVATION.
 DA0135
 DA0135                          STATION RECOVERY (1963)
 DA0135
 DA0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0911 ***********************************************************************
 CZ0911  DESIGNATION -  U 90
 CZ0911  PID         -  CZ0911
 CZ0911  STATE/COUNTY-  AZ/PIMA
 CZ0911  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0911
 CZ0911                         *CURRENT SURVEY CONTROL
 CZ0911  ___________________________________________________________________
 CZ0911* NAD 83(1986)-  32 24 44.     (N)    111 36 29.     (W)     SCALED    
 CZ0911* NAVD 88     -       646.57   (+/-2cm)    2121.3    (feet)  VERTCON   
 CZ0911  ___________________________________________________________________
 CZ0911  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CZ0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0911
 CZ0911.The horizontal coordinates were scaled from a topographic map and have
 CZ0911.an estimated accuracy of +/- 6 seconds.
 CZ0911
 CZ0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0911.The vertical order pertains to the NGVD 29 superseded value.
 CZ0911
 CZ0911.The geoid height was determined by GEOID03.
 CZ0911
 CZ0911;                    North         East    Units  Estimated Accuracy
 CZ0911;SPC AZ C     -   156,620.      242,390.      MT  (+/- 180 meters Scaled)
 CZ0911
 CZ0911                          SUPERSEDED SURVEY CONTROL
 CZ0911
 CZ0911  NGVD 29 (??/??/92)  645.997  (m)         2119.41   (f) ADJ UNCH    2 0
 CZ0911
 CZ0911.Superseded values are not recommended for survey control.
 CZ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0911.See file dsdata.txt to determine how the superseded data were derived.
 CZ0911
 CZ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA428862(NAD 83)
 CZ0911_MARKER: DB = BENCH MARK DISK
 CZ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0911_STAMPING: U 90 1933
 CZ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0911+STABILITY: SURFACE MOTION
 CZ0911
 CZ0911  HISTORY     - Date     Condition        Report By
 CZ0911  HISTORY     - 1935     MONUMENTED       CGS
 CZ0911  HISTORY     - 1952     GOOD             NGS
 CZ0911
 CZ0911                          STATION DESCRIPTION
 CZ0911
 CZ0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0911'3.5 MI W FROM SILVER BELL CEMETERY.
 CZ0911'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0911'THENCE 0.8 MILE SOUTHWEST ALONG A DIM TRACK ROAD, BETWEEN TWO RIDGES,
 CZ0911'0.1 MILE SOUTH WEST OF THE NORTHEAST RIDGE, ABOUT 50 YARDS NORTHEAST
 CZ0911'OF A SLIGHT UP GRADE GOING SOUTHWEST, 18 1/2 FEET SOUTHEAST OF THE
 CZ0911'CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 3 FEET NORTHEAST
 CZ0911'OF THE WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0409 ***********************************************************************
 CZ0409  DESIGNATION -  U 91
 CZ0409  PID         -  CZ0409
 CZ0409  STATE/COUNTY-  AZ/PINAL
 CZ0409  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0409
 CZ0409                         *CURRENT SURVEY CONTROL
 CZ0409  ___________________________________________________________________
 CZ0409* NAD 83(1986)-  32 33 26.     (N)    111 27 35.     (W)     SCALED    
 CZ0409* NAVD 88     -       537.64   (+/-2cm)    1763.9    (feet)  VERTCON   
 CZ0409  ___________________________________________________________________
 CZ0409  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0409
 CZ0409.The horizontal coordinates were scaled from a topographic map and have
 CZ0409.an estimated accuracy of +/- 6 seconds.
 CZ0409
 CZ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0409.The vertical order pertains to the NGVD 29 superseded value.
 CZ0409
 CZ0409.The geoid height was determined by GEOID03.
 CZ0409
 CZ0409;                    North         East    Units  Estimated Accuracy
 CZ0409;SPC AZ C     -   172,740.      256,270.      MT  (+/- 180 meters Scaled)
 CZ0409
 CZ0409                          SUPERSEDED SURVEY CONTROL
 CZ0409
 CZ0409  NGVD 29 (??/??/92)  537.152  (m)         1762.31   (f) ADJ UNCH    2 0
 CZ0409
 CZ0409.Superseded values are not recommended for survey control.
 CZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0409.See file dsdata.txt to determine how the superseded data were derived.
 CZ0409
 CZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB568022(NAD 83)
 CZ0409_MARKER: DB = BENCH MARK DISK
 CZ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0409_STAMPING: U 91 1935
 CZ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0409+STABILITY: SURFACE MOTION
 CZ0409
 CZ0409  HISTORY     - Date     Condition        Report By
 CZ0409  HISTORY     - 1935     MONUMENTED       CGS
 CZ0409  HISTORY     - 1951     GOOD             NGS
 CZ0409  HISTORY     - 1977     GOOD             USGS
 CZ0409
 CZ0409                          STATION DESCRIPTION
 CZ0409
 CZ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0409'9.2 MI W FROM RED ROCK.
 CZ0409'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0409'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ0409'GRADED ROAD, THENCE 2.6 MILES NORTHWEST ALONG A GRADED ROAD, 0.4 MILE
 CZ0409'NORTHWEST OF A SMALL RANCH HOUSE OWNED BY THE LA OSA LIVESTOCK CO.,
 CZ0409'0.1 MILE SOUTHEAST OF A JUNCTION WITH A ROAD LEADING NORTHEAST TO A
 CZ0409'RANCH HOUSE, ON THE TOP OF A SMALL RISE IN THE ROAD, 47 1/2 FEET
 CZ0409'SOUTHWEST ACROSS FROM A FENCE, 24 1/2 FEET SOUTHWEST OF THE CENTER
 CZ0409'LINE OF THE ROAD, 2.1 FEET NORTHEAST OF THE WITNESS POST, AND ABOUT 1
 CZ0409'FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ0409'FOOT ABOVE THE GROUND.
 CZ0409
 CZ0409                          STATION RECOVERY (1977)
 CZ0409
 CZ0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0409'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD) FROM FORMER SPRR
 CZ0409'STATION AT RED ROCK, THENCE 6.5 MI SW. ALONG SASCO RD., THENCE 2.6 MI
 CZ0409'NW. ON TOP OF SMALL RISE, 23 FT SW. OF CENTERLINE OF RD, 2.1 FT NE.
 CZ0409'OF WITNESS POST, ABOUT 1 FT HIGHER THEN RD. IN CONCRETE POST. NGS
 CZ0409'DISK STAMPED U91 1935 RM NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0306 ***********************************************************************
 DT0306  DESIGNATION -  U 92
 DT0306  PID         -  DT0306
 DT0306  STATE/COUNTY-  AZ/APACHE
 DT0306  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0306
 DT0306                         *CURRENT SURVEY CONTROL
 DT0306  ___________________________________________________________________
 DT0306* NAD 83(1986)-  33 59 40.     (N)    109 07 08.     (W)     SCALED    
 DT0306* NAVD 88     -      2557.872  (meters)    8391.95   (feet)  ADJUSTED  
 DT0306  ___________________________________________________________________
 DT0306  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 DT0306  DYNAMIC HT  -        2553.671 (meters)    8378.17  (feet)  COMP
 DT0306  MODELED GRAV-     978,901.0   (mgal)                       NAVD 88
 DT0306
 DT0306  VERT ORDER  -  SECOND    CLASS 0
 DT0306
 DT0306.The horizontal coordinates were scaled from a topographic map and have
 DT0306.an estimated accuracy of +/- 6 seconds.
 DT0306
 DT0306.The orthometric height was determined by differential leveling
 DT0306.and adjusted in June 1991.
 DT0306
 DT0306.The geoid height was determined by GEOID03.
 DT0306
 DT0306.The dynamic height is computed by dividing the NAVD 88
 DT0306.geopotential number by the normal gravity value computed on the
 DT0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0306.degrees latitude (g = 980.6199 gals.).
 DT0306
 DT0306.The modeled gravity was interpolated from observed gravity values.
 DT0306
 DT0306;                    North         East    Units  Estimated Accuracy
 DT0306;SPC AZ E     -   332,530.      310,160.      MT  (+/- 180 meters Scaled)
 DT0306
 DT0306                          SUPERSEDED SURVEY CONTROL
 DT0306
 DT0306  NGVD 29 (??/??/92) 2556.748  (m)         8388.26   (f) ADJ UNCH    2 0
 DT0306
 DT0306.Superseded values are not recommended for survey control.
 DT0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0306.See file dsdata.txt to determine how the superseded data were derived.
 DT0306
 DT0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC737631(NAD 83)
 DT0306_MARKER: DB = BENCH MARK DISK
 DT0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0306_STAMPING: U 92 1935
 DT0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0306+STABILITY: SURFACE MOTION
 DT0306
 DT0306  HISTORY     - Date     Condition        Report By
 DT0306  HISTORY     - 1935     MONUMENTED       CGS
 DT0306
 DT0306                          STATION DESCRIPTION
 DT0306
 DT0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0306'11.9 MI NE FROM NUTRIOSO.
 DT0306'11.9 MI N AND E ALONG ST HWY. NO.81 AND STONE CREEK ROAD. 21 FT. W OF
 DT0306'TWO 24 INCH PINE TREES, 24 FT. S OF 28 INCH PINE TREE, 45 FT. E OF 30
 DT0306'INCH PINE TREE AND ABOUT 51 FT. N OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0681 ***********************************************************************
 CZ0681  DESIGNATION -  U 93
 CZ0681  PID         -  CZ0681
 CZ0681  STATE/COUNTY-  AZ/PIMA
 CZ0681  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0681
 CZ0681                         *CURRENT SURVEY CONTROL
 CZ0681  ___________________________________________________________________
 CZ0681* NAD 83(1986)-  32 17 34.     (N)    111 26 23.     (W)     SCALED    
 CZ0681* NAVD 88     -       695.53   (+/-2cm)    2281.9    (feet)  VERTCON   
 CZ0681  ___________________________________________________________________
 CZ0681  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0681
 CZ0681.The horizontal coordinates were scaled from a topographic map and have
 CZ0681.an estimated accuracy of +/- 6 seconds.
 CZ0681
 CZ0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0681.The vertical order pertains to the NGVD 29 superseded value.
 CZ0681
 CZ0681.The geoid height was determined by GEOID03.
 CZ0681
 CZ0681;                    North         East    Units  Estimated Accuracy
 CZ0681;SPC AZ C     -   143,430.      258,280.      MT  (+/- 180 meters Scaled)
 CZ0681
 CZ0681                          SUPERSEDED SURVEY CONTROL
 CZ0681
 CZ0681  NGVD 29 (??/??/92)  694.929  (m)         2279.95   (f) ADJ UNCH    2 0
 CZ0681
 CZ0681.Superseded values are not recommended for survey control.
 CZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0681.See file dsdata.txt to determine how the superseded data were derived.
 CZ0681
 CZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA585729(NAD 83)
 CZ0681_MARKER: DB = BENCH MARK DISK
 CZ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0681_STAMPING: U 93 1935
 CZ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0681+STABILITY: SURFACE MOTION
 CZ0681
 CZ0681  HISTORY     - Date     Condition        Report By
 CZ0681  HISTORY     - 1935     MONUMENTED       CGS
 CZ0681  HISTORY     - 1951     GOOD             NGS
 CZ0681
 CZ0681                          STATION DESCRIPTION
 CZ0681
 CZ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0681'15.1 MI SE FROM SILVER BELL.
 CZ0681'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER BELL,
 CZ0681'THENCE 15 MILES SOUTHEAST ALONG A GRAVEL ROAD, 2.5 MILES NORTHWEST OF
 CZ0681'THE AQUA BLANCO RANCH, 0.75 MILE SOUTHEAST OF THE FINCH RANCH, 130
 CZ0681'FEET NORTHWEST OF THE CENTER OF A ROCKY WASH ACROSS THE ROAD, 26 FEET
 CZ0681'NORTH OF THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTH OF A WITNESS
 CZ0681'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE
 CZ0681'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0686 ***********************************************************************
 CZ0686  DESIGNATION -  U 94
 CZ0686  PID         -  CZ0686
 CZ0686  STATE/COUNTY-  AZ/PIMA
 CZ0686  USGS QUAD   -  KOHT KOHL HILL (1989)
 CZ0686
 CZ0686                         *CURRENT SURVEY CONTROL
 CZ0686  ___________________________________________________________________
 CZ0686* NAD 83(1986)-  32 19 36.     (N)    111 30 14.     (W)     SCALED    
 CZ0686* NAVD 88     -       717.74   (+/-2cm)    2354.8    (feet)  VERTCON   
 CZ0686  ___________________________________________________________________
 CZ0686  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CZ0686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0686
 CZ0686.The horizontal coordinates were scaled from a topographic map and have
 CZ0686.an estimated accuracy of +/- 6 seconds.
 CZ0686
 CZ0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0686.The vertical order pertains to the NGVD 29 superseded value.
 CZ0686
 CZ0686.The geoid height was determined by GEOID03.
 CZ0686
 CZ0686;                    North         East    Units  Estimated Accuracy
 CZ0686;SPC AZ C     -   147,160.      252,220.      MT  (+/- 180 meters Scaled)
 CZ0686
 CZ0686                          SUPERSEDED SURVEY CONTROL
 CZ0686
 CZ0686  NGVD 29 (??/??/92)  717.133  (m)         2352.79   (f) ADJ UNCH    2 0
 CZ0686
 CZ0686.Superseded values are not recommended for survey control.
 CZ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0686.See file dsdata.txt to determine how the superseded data were derived.
 CZ0686
 CZ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA525767(NAD 83)
 CZ0686_MARKER: DB = BENCH MARK DISK
 CZ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0686_STAMPING: U 94 1935
 CZ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0686+STABILITY: SURFACE MOTION
 CZ0686
 CZ0686  HISTORY     - Date     Condition        Report By
 CZ0686  HISTORY     - 1935     MONUMENTED       CGS
 CZ0686  HISTORY     - 1951     GOOD             NGS
 CZ0686
 CZ0686                          STATION DESCRIPTION
 CZ0686
 CZ0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0686'10.2 MI SE FROM SILVER BELL.
 CZ0686'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0686'SILVER BELL, THENCE 10.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.6 MILE
 CZ0686'NORTHWEST OF AN INTERSECTION OF A TRACK ROAD, 0.4 MILE NORTHWEST OF A
 CZ0686'Y JUNCTION OF A TRACK ROAD LEADING SOUTH, THIS IS A JUNCTION MARK FOR
 CZ0686'LINE SEVEN, AT THE OLD RUINS OF THE ROMERO RANCH, 89 FEET NORTHEAST OF
 CZ0686'THE NORTHEAST SIDE OF THE WELL, 85 FEET SOUTHEAST OF THE CENTER OF A Y
 CZ0686'JUNCTION OF A ROAD LEADING EAST, 42 FEET NORTHEAST OF THE CENTER LINE
 CZ0686'OF THE ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 1.7
 CZ0686'FEET NORTH OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 CZ0686'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0628 ***********************************************************************
 FR0628  DESIGNATION -  U 95
 FR0628  PID         -  FR0628
 FR0628  STATE/COUNTY-  AZ/MOHAVE
 FR0628  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0628
 FR0628                         *CURRENT SURVEY CONTROL
 FR0628  ___________________________________________________________________
 FR0628* NAD 83(1986)-  35 41 00.     (N)    113 49 06.     (W)     SCALED    
 FR0628* NAVD 88     -      1644.288  (meters)    5394.63   (feet)  POSTED    
 FR0628  ___________________________________________________________________
 FR0628  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FR0628  DYNAMIC HT  -        1642.250 (meters)    5387.95  (feet)  COMP
 FR0628  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 FR0628
 FR0628  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0628
 FR0628.The horizontal coordinates were scaled from a topographic map and have
 FR0628.an estimated accuracy of +/- 6 seconds.
 FR0628
 FR0628.The orthometric height was determined by differential leveling
 FR0628.and adjusted by the  in 1992.
 FR0628.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0628.rate of 0.0 thru 1.0 mm/km.
 FR0628
 FR0628.The geoid height was determined by GEOID03.
 FR0628
 FR0628.The dynamic height is computed by dividing the NAVD 88
 FR0628.geopotential number by the normal gravity value computed on the
 FR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0628.degrees latitude (g = 980.6199 gals.).
 FR0628
 FR0628.The modeled gravity was interpolated from observed gravity values.
 FR0628
 FR0628;                    North         East    Units  Estimated Accuracy
 FR0628;SPC AZ W     -   519,400.      207,180.      MT  (+/- 180 meters Scaled)
 FR0628
 FR0628                          SUPERSEDED SURVEY CONTROL
 FR0628
 FR0628  NGVD 29 (??/??/92) 1643.399  (m)         5391.72   (f) ADJ UNCH    2 0
 FR0628
 FR0628.Superseded values are not recommended for survey control.
 FR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0628.See file dsdata.txt to determine how the superseded data were derived.
 FR0628
 FR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE449524(NAD 83)
 FR0628_MARKER: DB = BENCH MARK DISK
 FR0628_SETTING: 0 = UNSPECIFIED SETTING
 FR0628_STAMPING: U 95 1935
 FR0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0628
 FR0628  HISTORY     - Date     Condition        Report By
 FR0628  HISTORY     - 1935     MONUMENTED       CGS
 FR0628  HISTORY     - 1968     GOOD             USGS
 FR0628
 FR0628                          STATION DESCRIPTION
 FR0628
 FR0628'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0628'32.3 MI NW FROM PEACH SPRINGS.
 FR0628'29.3 MILES NORTHWEST OF PEACH SPRINGS TO Y RD. CONT. WEST FOR 1.8
 FR0628'MILES TO CORRAL, TURN RIGHT AND CONT. NORTH ON DIM RD. FOR 0.5 MILES,
 FR0628'ABOUT 50 FT. NORTHWEST OF WASH CROSSING, 18 FT. SW OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0405 ***********************************************************************
 FR0405  DESIGNATION -  U 96
 FR0405  PID         -  FR0405
 FR0405  STATE/COUNTY-  AZ/MOHAVE
 FR0405  USGS QUAD   -  NELSON (1967)
 FR0405
 FR0405                         *CURRENT SURVEY CONTROL
 FR0405  ___________________________________________________________________
 FR0405* NAD 83(1986)-  35 36 40.     (N)    113 20 56.     (W)     SCALED    
 FR0405* NAVD 88     -      1613.966  (meters)    5295.15   (feet)  POSTED    
 FR0405  ___________________________________________________________________
 FR0405  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 FR0405  DYNAMIC HT  -        1611.900 (meters)    5288.38  (feet)  COMP
 FR0405  MODELED GRAV-     979,293.9   (mgal)                       NAVD 88
 FR0405
 FR0405  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0405
 FR0405.The horizontal coordinates were scaled from a topographic map and have
 FR0405.an estimated accuracy of +/- 6 seconds.
 FR0405
 FR0405.The orthometric height was determined by differential leveling
 FR0405.and adjusted by the  in 1992.
 FR0405.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0405.was located on a no-check spur therefore a value was not computed.
 FR0405.No vertical observational check was made to the station.
 FR0405
 FR0405.The geoid height was determined by GEOID03.
 FR0405
 FR0405.The dynamic height is computed by dividing the NAVD 88
 FR0405.geopotential number by the normal gravity value computed on the
 FR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0405.degrees latitude (g = 980.6199 gals.).
 FR0405
 FR0405.The modeled gravity was interpolated from observed gravity values.
 FR0405
 FR0405;                    North         East    Units  Estimated Accuracy
 FR0405;SPC AZ W     -   511,460.      249,700.      MT  (+/- 180 meters Scaled)
 FR0405
 FR0405                          SUPERSEDED SURVEY CONTROL
 FR0405
 FR0405  NGVD 29 (??/??/92) 1612.987  (m)         5291.94   (f) ADJ UNCH    2 0
 FR0405
 FR0405.Superseded values are not recommended for survey control.
 FR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0405.See file dsdata.txt to determine how the superseded data were derived.
 FR0405
 FR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE872433(NAD 83)
 FR0405_MARKER: DB = BENCH MARK DISK
 FR0405_SETTING: 66 = SET IN ROCK OUTCROP
 FR0405_SP_SET: ROCK OUTCROP
 FR0405_STAMPING: U 96 1935
 FR0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0405+STABILITY: POSITION/ELEVATION WELL
 FR0405
 FR0405  HISTORY     - Date     Condition        Report By
 FR0405  HISTORY     - 1935     MONUMENTED       CGS
 FR0405  HISTORY     - 1967     GOOD             USGS
 FR0405
 FR0405                          STATION DESCRIPTION
 FR0405
 FR0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0405'4.0 MI E FROM PEACH SPRINGS.
 FR0405'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0405'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0405'ABOUT 5.4 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0405'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 112 FEET SOUTH OF THE CENTER
 FR0405'LINE OF A WASH AT A VALLEY, 91 FEET SOUTH OF THE CENTER LINE OF THE
 FR0405'ROAD, 12 FEET NORTH OF A JUNIPER TREE, 5 FEET NORTHWEST OF A ROCK
 FR0405'CAIRN, IN THE TOP OF A ROCK OUTCROP, AND ABOUT LEVEL WITH THE GROUND.
 FR0405'A STANDARD DISK, STAMPED U 96 1935.
 FR0405
 FR0405                          STATION RECOVERY (1967)
 FR0405
 FR0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0400 ***********************************************************************
 FR0400  DESIGNATION -  U 97
 FR0400  PID         -  FR0400
 FR0400  STATE/COUNTY-  AZ/MOHAVE
 FR0400  USGS QUAD   -  DIAMOND PEAK (1967)
 FR0400
 FR0400                         *CURRENT SURVEY CONTROL
 FR0400  ___________________________________________________________________
 FR0400* NAD 83(1986)-  35 45 55.     (N)    113 22 24.     (W)     SCALED    
 FR0400* NAVD 88     -       410.278  (meters)    1346.05   (feet)  POSTED    
 FR0400  ___________________________________________________________________
 FR0400  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FR0400  DYNAMIC HT  -         409.750 (meters)    1344.32  (feet)  COMP
 FR0400  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 FR0400
 FR0400  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0400
 FR0400.The horizontal coordinates were scaled from a topographic map and have
 FR0400.an estimated accuracy of +/- 6 seconds.
 FR0400
 FR0400.The orthometric height was determined by differential leveling
 FR0400.and adjusted by the  in 1992.
 FR0400.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0400.was located on a no-check spur therefore a value was not computed.
 FR0400.No vertical observational check was made to the station.
 FR0400
 FR0400.The geoid height was determined by GEOID03.
 FR0400
 FR0400.The dynamic height is computed by dividing the NAVD 88
 FR0400.geopotential number by the normal gravity value computed on the
 FR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0400.degrees latitude (g = 980.6199 gals.).
 FR0400
 FR0400.The modeled gravity was interpolated from observed gravity values.
 FR0400
 FR0400;                    North         East    Units  Estimated Accuracy
 FR0400;SPC AZ W     -   528,560.      247,420.      MT  (+/- 180 meters Scaled)
 FR0400
 FR0400                          SUPERSEDED SURVEY CONTROL
 FR0400
 FR0400  NGVD 29 (??/??/92)  409.295  (m)         1342.83   (f) ADJ UNCH    2 0
 FR0400
 FR0400.Superseded values are not recommended for survey control.
 FR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0400.See file dsdata.txt to determine how the superseded data were derived.
 FR0400
 FR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE854605(NAD 83)
 FR0400_MARKER: DB = BENCH MARK DISK
 FR0400_SETTING: 66 = SET IN ROCK OUTCROP
 FR0400_SP_SET: GRANITE LEDGE
 FR0400_STAMPING: U 97 1935
 FR0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0400+STABILITY: POSITION/ELEVATION WELL
 FR0400
 FR0400  HISTORY     - Date     Condition        Report By
 FR0400  HISTORY     - 1935     MONUMENTED       CGS
 FR0400
 FR0400                          STATION DESCRIPTION
 FR0400
 FR0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0400'20.8 MI N FROM PEACH SPRINGS.
 FR0400'ABOUT 20.8 MILES NORTH ALONG THE PEACH SPRINGS CANYON ROAD AND THE
 FR0400'DIAMOND CREEK TRAIL FROM THE POST OFFICE AT PEACH SPRINGS, MOHAVE
 FR0400'COUNTY, AT THE MOUTH OF DIAMOND CREEK, ABOUT 100 YARDS SOUTH OF THE
 FR0400'COLORADO RIVER, 63 FEET SOUTHWEST OF A LARGE WILLOW TREE AT THE EAST
 FR0400'BANK OF THE CREEK, AT THE WEST WALL OF THE CANYON, ON THE TOP OF A
 FR0400'GRANITE LEDGE, AND ABOUT 3 FEET HIGHER THAN THE CREEK.  A STANDARD
 FR0400'DISK, STAMPED U 97 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0176 ***********************************************************************
 FR0176  DESIGNATION -  U 98
 FR0176  PID         -  FR0176
 FR0176  STATE/COUNTY-  AZ/COCONINO
 FR0176  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0176
 FR0176                         *CURRENT SURVEY CONTROL
 FR0176  ___________________________________________________________________
 FR0176* NAD 83(1986)-  35 07 40.     (N)    112 08 40.     (W)     SCALED    
 FR0176* NAVD 88     -      2212.84   (+/-2cm)    7260.0    (feet)  VERTCON   
 FR0176  ___________________________________________________________________
 FR0176  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FR0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0176
 FR0176.The horizontal coordinates were scaled from a topographic map and have
 FR0176.an estimated accuracy of +/- 6 seconds.
 FR0176
 FR0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0176.The vertical order pertains to the NGVD 29 superseded value.
 FR0176
 FR0176.The geoid height was determined by GEOID03.
 FR0176
 FR0176;                    North         East    Units  Estimated Accuracy
 FR0176;SPC AZ C     -   457,770.      192,600.      MT  (+/- 180 meters Scaled)
 FR0176
 FR0176                          SUPERSEDED SURVEY CONTROL
 FR0176
 FR0176  NGVD 29 (??/??/92) 2211.817  (m)         7256.60   (f) ADJ UNCH    2 0
 FR0176
 FR0176.Superseded values are not recommended for survey control.
 FR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0176.See file dsdata.txt to determine how the superseded data were derived.
 FR0176
 FR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD957878(NAD 83)
 FR0176_MARKER: DB = BENCH MARK DISK
 FR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0176_STAMPING: U 98 1935
 FR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0176+STABILITY: SURFACE MOTION
 FR0176
 FR0176  HISTORY     - Date     Condition        Report By
 FR0176  HISTORY     - 1935     MONUMENTED       CGS
 FR0176  HISTORY     - 1955     GOOD             NGS
 FR0176
 FR0176                          STATION DESCRIPTION
 FR0176
 FR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0176'10.3 MI S FROM WILLIAMS.
 FR0176'10.3 MILES SOUTH ALONG THE PERKINSVILLE ROAD FROM THE ATCHISON, TOPEKA
 FR0176'AND SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 0.8
 FR0176'MILE NORTH OF A CATTLE GUARD, ABOUT 0.2 MILE NORTH OF THE CENTER OF
 FR0176'THE JUNCTION OF A ROAD LEADING EAST TO SUMMIT SPRINGS, ABOUT 0.2 MILE
 FR0176'SOUTH OF A SUMMIT, AT THE NORTH END OF A LARGE FLAT, AND 30 FEET EAST
 FR0176'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED U 98 1935
 FR0176'AND SET IN THE TOP OF A CONCRETE POST.
 FR0176
 FR0176                          STATION RECOVERY (1955)
 FR0176
 FR0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0885 ***********************************************************************
 FR0885  DESIGNATION -  UNCLE
 FR0885  PID         -  FR0885
 FR0885  STATE/COUNTY-  AZ/YAVAPAI
 FR0885  USGS QUAD   -  ASH FORK (1979)
 FR0885
 FR0885                         *CURRENT SURVEY CONTROL
 FR0885  ___________________________________________________________________
 FR0885* NAD 83(1992)-  35 10 06.78835(N)    112 27 34.94848(W)     ADJUSTED  
 FR0885* NAVD 88     -      1606.7    (meters)    5271.     (feet)  VERTCON   
 FR0885  ___________________________________________________________________
 FR0885  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 FR0885  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 FR0885  HORZ ORDER  -  SECOND
 FR0885
 FR0885.The horizontal coordinates were established by classical geodetic methods
 FR0885.and adjusted by the National Geodetic Survey in August 1993.
 FR0885
 FR0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0885
 FR0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0885
 FR0885.The geoid height was determined by GEOID03.
 FR0885
 FR0885;                    North         East     Units Scale Factor Converg.
 FR0885;SPC AZ C     -   462,406.922   163,893.324   MT  0.99993015   -0 18 46.0
 FR0885;SPC AZ C     - 1,517,083.08    537,707.76   iFT  0.99993015   -0 18 46.0
 FR0885;UTM  12      - 3,892,710.593   367,068.075   MT  0.99981778   -0 50 27.2
 FR0885
 FR0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0885!SPC AZ C     -   0.99975180  x   0.99993015  =   0.99968196
 FR0885!UTM  12      -   0.99975180  x   0.99981778  =   0.99956962
 FR0885
 FR0885|---------------------------------------------------------------------|
 FR0885| PID    Reference Object                     Distance      Geod. Az  |
 FR0885|                                                           dddmmss.s |
 FR0885| CH4461 UNCLE RM 1                           10.130 METERS 00216     |
 FR0885| CH4462 UNCLE RM 2                            9.811 METERS 13639     |
 FR0885| FR0884 HELLS                               APPROX. 0.6 KM 1631032.3 |
 FR0885|---------------------------------------------------------------------|
 FR0885
 FR0885                          SUPERSEDED SURVEY CONTROL
 FR0885
 FR0885  NAD 83(1986)-  35 10 06.78692(N)    112 27 34.94605(W) AD(       ) 2
 FR0885  NAD 27      -  35 10 06.74256(N)    112 27 32.30394(W) AD(       ) 2
 FR0885  NGVD 29 (07/19/86) 1605.8    (m)         5268.     (f) VERT ANG    3  
 FR0885
 FR0885.Superseded values are not recommended for survey control.
 FR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0885.See file dsdata.txt to determine how the superseded data were derived.
 FR0885
 FR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6706892711(NAD 83)
 FR0885_MARKER: DD = SURVEY DISK
 FR0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0885+STABILITY: SURFACE MOTION
 FR0885
 FR0885  HISTORY     - Date     Condition        Report By
 FR0885  HISTORY     - 1980     MONUMENTED       AZDT
 FR0885
 FR0885                          STATION DESCRIPTION
 FR0885
 FR0885'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0885'THE STATION IS LOCATED 19.5 MILES NORTH OF PAULDEN, 4 MILES SOUTHEAST
 FR0885'OF ASHFORK ALONG THE THE NORTHEAST SIDE OF U.S. HIGHWAY 89.
 FR0885'
 FR0885'THE STATION MARK IS AN ADOT DISK STAMPED UNCLE 1980.  IT IS SET IN TOP
 FR0885'OF A CONCRETE MONUMENT, 7 FEET SOUTHWEST OF WITNESS NAILED TO A TREE.
 FR0885'
 FR0885'REFERENCE MARK 1 IS AN ADOT DISK STAMPED UNCLE RM 1 1980.  IT IS SET
 FR0885'IN TOP OF A CONCRETE MONUMENT.
 FR0885'
 FR0885'REFERENCE MARK 2 IS AN ADOT DISK STAMPED UNCLE RM 2 1980.  IT IS SET
 FR0885'IN TOP OF A CONCRETE MONUMENT.
 FR0885'
 FR0885'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN, TRAVEL NORTH ON
 FR0885'U.S. HIGHWAY 89 FOR 22.3 MILES TO MILE POST 359.3.  THE STATION IS ON
 FR0885'THE RIGHT 51.3 FEET NORTH OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5874 ***********************************************************************
 DJ5874  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5874  DESIGNATION -  UNDERDOWN
 DJ5874  PID         -  DJ5874
 DJ5874  STATE/COUNTY-  AZ/MARICOPA
 DJ5874  USGS QUAD   -  TOLLESON (1982)
 DJ5874
 DJ5874                         *CURRENT SURVEY CONTROL
 DJ5874  ___________________________________________________________________
 DJ5874* NAD 83(2007)-  33 25 54.17053(N)    112 17 31.05719(W)     ADJUSTED  
 DJ5874* NAVD 88     -       301.99   (meters)     990.8    (feet)  GPS OBS   
 DJ5874  ___________________________________________________________________
 DJ5874  X           -  -2,021,230.034 (meters)                     COMP
 DJ5874  Y           -  -4,930,238.468 (meters)                     COMP
 DJ5874  Z           -   3,494,165.799 (meters)                     COMP
 DJ5874  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DJ5874  ELLIP HEIGHT-         271.668 (meters)          (03/21/07) ADJUSTED
 DJ5874  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DJ5874  HORZ ORDER  -  B
 DJ5874  ELLP ORDER  -  FOURTH    CLASS I
 DJ5874
 DJ5874.The horizontal coordinates were established by GPS observations
 DJ5874.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5874
 DJ5874.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5874.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5874
 DJ5874.The orthometric height was determined by GPS observations and a
 DJ5874.high-resolution geoid model.
 DJ5874.The orthometric height was determined by GPS observations and a
 DJ5874.high-resolution geoid model using precise GPS observation and
 DJ5874.processing techniques.
 DJ5874
 DJ5874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5874
 DJ5874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5874
 DJ5874.The ellipsoidal height was determined by GPS observations
 DJ5874.and is referenced to NAD 83.
 DJ5874
 DJ5874.The geoid height was determined by GEOID03.
 DJ5874
 DJ5874;                    North         East     Units Scale Factor Converg.
 DJ5874;SPC AZ C     -   269,690.395   178,462.793   MT  0.99991501   -0 12 24.4
 DJ5874;SPC AZ C     -   884,811.01    585,507.85   iFT  0.99991501   -0 12 24.4
 DJ5874;UTM  12      - 3,699,894.568   379,897.611   MT  0.99977784   -0 42 42.8
 DJ5874
 DJ5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5874!SPC AZ C     -   0.99995735  x   0.99991501  =   0.99987237
 DJ5874!UTM  12      -   0.99995735  x   0.99977784  =   0.99973520
 DJ5874
 DJ5874                          SUPERSEDED SURVEY CONTROL
 DJ5874
 DJ5874.No superseded survey control is available for this station.
 DJ5874
 DJ5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7989899895(NAD 83)
 DJ5874_MARKER: I = METAL ROD
 DJ5874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5874_STAMPING: UNDERDOWN
 DJ5874_MARK LOGO: NGS   
 DJ5874_PROJECTION: RECESSED 5 CENTIMETERS
 DJ5874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5874+STABILITY: POSITION/ELEVATION WELL
 DJ5874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5874+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5874_ROD/PIPE-DEPTH: 4.6  meters
 DJ5874_SLEEVE-DEPTH  : 1 meters
 DJ5874
 DJ5874  HISTORY     - Date     Condition        Report By
 DJ5874  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5874
 DJ5874                          STATION DESCRIPTION
 DJ5874
 DJ5874'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5874'FROM THE 107TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5874'ON 107TH AVENUE, 3.2KM, TO 4TH STREET. TRAVEL WEST ON 4TH STREET,
 DJ5874'215M, TO THE STATION ON THE SOUTH IN AN IRRIGATION EASEMENT.  STATION
 DJ5874'IS MARKED BY A 9/16IN STEEL ROD DRIVEN TO REFUSAL (4.6M), ENCASED IN A
 DJ5874'1IN GREASE FILLED PVC SLEEVE ENCLOSED IN A 5IN PVC PIPE WITH AN
 DJ5874'ALUMINUM NGS LOGO CAP MARKED UNDERDOWN, SURROUNDED BY A CONCRETE
 DJ5874'COLLAR, FLUSH WITH THE GROUND.  STATION IS 12M SOUTH OF THE CENTERLINE
 DJ5874'OF 4TH STREET, 12.25M EAST OF THE NORTHWEST FENCE CORNER OF THE
 DJ5874'UNDERDOWN JR. HIGH SCHOOL ACTIVITY FIELD AND 1.5M NORTH OF A CARSONITE
 DJ5874'WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0939 ***********************************************************************
 ET0939  DESIGNATION -  UNION
 ET0939  PID         -  ET0939
 ET0939  STATE/COUNTY-  AZ/YAVAPAI
 ET0939  USGS QUAD   -  GROOM CREEK (1974)
 ET0939
 ET0939                         *CURRENT SURVEY CONTROL
 ET0939  ___________________________________________________________________
 ET0939* NAD 83(1992)-  34 24 53.98927(N)    112 24 15.94164(W)     ADJUSTED  
 ET0939* NAVD 88     -      2434.2    (meters)    7986.     (feet)  VERTCON   
 ET0939  ___________________________________________________________________
 ET0939  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 ET0939  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 ET0939  HORZ ORDER  -  FIRST
 ET0939
 ET0939.The horizontal coordinates were established by classical geodetic methods
 ET0939.and adjusted by the National Geodetic Survey in June 1998.
 ET0939
 ET0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0939
 ET0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0939
 ET0939.The geoid height was determined by GEOID03.
 ET0939
 ET0939;                    North         East     Units Scale Factor Converg.
 ET0939;SPC AZ C     -   378,791.131   168,522.855   MT  0.99992477   -0 16 32.4
 ET0939;SPC AZ C     - 1,242,753.05    552,896.51   iFT  0.99992477   -0 16 32.4
 ET0939;UTM  12      - 3,809,065.713   370,933.501   MT  0.99980533   -0 47 37.9
 ET0939
 ET0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0939!SPC AZ C     -   0.99962220  x   0.99992477  =   0.99954699
 ET0939!UTM  12      -   0.99962220  x   0.99980533  =   0.99942760
 ET0939
 ET0939:                Primary Azimuth Mark                     Grid Az
 ET0939:SPC AZ C     -  TURRET PEAK                              110 33 53.5
 ET0939:UTM  12      -  TURRET PEAK                              111 04 59.0
 ET0939
 ET0939|---------------------------------------------------------------------|
 ET0939| PID    Reference Object                     Distance      Geod. Az  |
 ET0939|                                                           dddmmss.s |
 ET0939| ES0996 TURRET PEAK                         APPROX.53.0 KM 1101721.1 |
 ET0939| ET0957 MINNIE                              APPROX.26.9 KM 2045310.2 |
 ET0939| CH4463 UNION RM                              9.515 METERS 30753     |
 ET0939| ET0940 MOUNT UNION                          10.157 METERS 32109     |
 ET0939| ET0942 UNION LOOKOUT TOWER                   2.545 METERS 32215     |
 ET0939|---------------------------------------------------------------------|
 ET0939
 ET0939                          SUPERSEDED SURVEY CONTROL
 ET0939
 ET0939  NAD 83(1992)-  34 24 53.98927(N)    112 24 15.94164(W) AD(       ) 1
 ET0939  NAD 83(1986)-  34 24 53.98644(N)    112 24 15.94130(W) AD(       ) 1
 ET0939  NAD 27      -  34 24 53.89300(N)    112 24 13.35300(W) AD(       ) 1
 ET0939  NGVD 29 (07/19/86) 2433.2    (m)         7983.     (f) VERT ANG    3  
 ET0939
 ET0939.Superseded values are not recommended for survey control.
 ET0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0939.See file dsdata.txt to determine how the superseded data were derived.
 ET0939
 ET0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7093409066(NAD 83)
 ET0939_MARKER: DS = TRIANGULATION STATION DISK
 ET0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0939
 ET0939  HISTORY     - Date     Condition        Report By
 ET0939  HISTORY     - 1919     MONUMENTED       CGS
 ET0939  HISTORY     - 1935     GOOD             USFS
 ET0939  HISTORY     - 1946     GOOD             CGS
 ET0939  HISTORY     - 1947     GOOD             CGS
 ET0939  HISTORY     - 1958     GOOD             CGS
 ET0939  HISTORY     - 1960     GOOD             CGS
 ET0939  HISTORY     - 1969     GOOD             USGS
 ET0939  HISTORY     - 1972     GOOD             AZHD
 ET0939  HISTORY     - 20050815 GOOD             USPSQD
 ET0939
 ET0939                          STATION DESCRIPTION
 ET0939
 ET0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ET0939'STATION IS ON THE HIGHEST PART OF MOUNT UNION, ABOUT 12 MILES
 ET0939'DIRECT AND 18 MILES BY ROAD AND TRAIL SSE FROM PRESCOTT.
 ET0939'
 ET0939'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 ET0939'SQUARE BLOCK OR POST OF CONCRETE.
 ET0939'
 ET0939'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 ET0939'DEPRESSION IN OUTCROPPING BEDROCK AT SAME ELEVATION AS
 ET0939'STATION.
 ET0939'
 ET0939'WITNESS MARK IS A U.S.G.S. CAIRN, 8 FEET HIGH.
 ET0939'
 ET0939'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.23 METERS.
 ET0939
 ET0939                          STATION RECOVERY (1935)
 ET0939
 ET0939'RECOVERY NOTE BY US FOREST SERVICE 1935
 ET0939'STATION IS ON THE HIGHEST POINT OF MOUNT UNION UNDER THE CENTER OF
 ET0939'THE S SIDE OF THE U.S. FOREST SERVICE LOOKOUT TOWER, APPROXIMATELY
 ET0939'10 MILES (AIR LINE) SSE OF PRESCOTT.
 ET0939'
 ET0939'THE STATION MARK IS A STANDARD BRONZE DISK IN GRANITE BEDROCK,
 ET0939'STAMPED UNION-1919.
 ET0939'
 ET0939'TO REACH STATION FROM PRESCOTT, TAKE SENATOR HIGHWAY SOUTHWARDLY
 ET0939'APPROXIMATELY 13 MILES TO A CATTLE GUARD.  THENCE TAKE ROAD
 ET0939'EASTWARDLY UP MOUNTAIN APPROXIMATELY 2-1/2 MILES TO LOOKOUT
 ET0939'TOWER AND STATION.
 ET0939'
 ET0939'SIGNAL--FLUTTER FLAGS ON 15-FOOT POLE SUPPORTED BY WOODEN
 ET0939'SCAFFOLD.
 ET0939'
 ET0939'STATION SHOULD NOT BE CONFUSED WITH U.S.G.S. MOUNT UNION WHICH
 ET0939'BEARS N 32 DEG 56 MIN 57 SEC W AND IS DISTANT 10.35 METERS.
 ET0939
 ET0939                          STATION RECOVERY (1946)
 ET0939
 ET0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ET0939'STATION RECOVERED AS DESCRIBED BELOW.  THE ORIGINAL DESCRIPTION
 ET0939'STATES STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF A
 ET0939'SQUARE BLOCK OR POST OF CONCRETE.  IN 1935 THE U.S. FOREST
 ET0939'SERVICE USED THE STATION AND DESCRIBED THE MARK AS -- A STANDARD
 ET0939'BRONZE DISK IN GRANITE BEDROCK, STAMPED UNION -1919.  IN 1933
 ET0939'A STEEL LOOKOUT TOWER WAS ERECTED, REPLACING THE WOODEN
 ET0939'STRUCTURE THAT HAD BEEN ERECTED IN 1920, AND WAS PLACED ABOUT
 ET0939'25 FEET SOUTHEAST OF THE SITE OF THE OLD TOWER.
 ET0939'
 ET0939'THE STATION MARK WAS FOUND UNDER THE SOUTHEAST SIDE OF THE STEEL
 ET0939'TOWER, A STANDARD TRIANGULATION STATION MARK, STAMPED UNION
 ET0939'1919, SET IN THE CENTER OF A CONCRETE MONUMENT ROUGHLY SQUARE
 ET0939'AND ABOUT 14 INCHES ON A SIDE.  IT IS 8 FEET SOUTHEAST OF THE
 ET0939'CENTER OF THE LOOKOUT TOWER, 8.4 FEET NORTHEAST OF THE SOUTH
 ET0939'TOWER LEG, 7.4 FEET SOUTHWEST OF THE EAST LEG, AND 0.5 FEET
 ET0939'SOUTHEAST OF THE SOUTHEAST SIDE OF THE TOWER.
 ET0939'
 ET0939'THE REFERENCE MARK IS A STANDARD REFERENCE DISK, UNSTAMPED, SET
 ET0939'IN CEMENT IN A DEPRESSION IN OUTCROPPING BEDROCK.  IT IS 9.510
 ET0939'METERS OR 31.20 FEET NORTHWEST OF THE STATION.
 ET0939'
 ET0939'THE USGS STATION MOUNT UNION IS A STANDARD USGS STATION DISK
 ET0939'CEMENTED IN A DEPRESSION IN AN OUTCROP OF BEDROCK THAT IS
 ET0939'ABOUT 18 INCHES ABOVE SURROUNDING GROUND AND IS ROUGHLY
 ET0939'TRIANGULAR IN SHAPE.  IT IS STAMPED WITH THE ELEVATION 7971,
 ET0939'AND IS 10.152 METERS OR 33.31 FEET NORTHWEST OF THE STATION.
 ET0939'(NOTE--PREVIOUS DESCRIPTIONS GIVE THIS DISTANCE AS 10.35 M.)
 ET0939'
 ET0939'STATION IS ABOUT 12 MILES AIRLINE SOUTH-SOUTHEAST OF PRESCOTT,
 ET0939'IN THE PRESCOTT NATIONAL FOREST, ON A HIGH MOUNTAIN, THE SITE
 ET0939'OF THE FOREST SERVICE LOOKOUT TOWER MOUNT UNION.  REACHED
 ET0939'FROM PRESCOTT BY FOLLOWING THE SENATOR HIGHWAY 16 MILES TO FORK,
 ET0939'THENCE FOLLOW LEFT FORK AND SIGNS 2 MILES TO LOOKOUT TOWER
 ET0939'AND STATION.
 ET0939
 ET0939                          STATION RECOVERY (1947)
 ET0939
 ET0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 ET0939'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 ET0939'IN GOOD CONDITION.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 ET0939'
 ET0939'LOCATED ON THE HIGHEST PART OF MT. UNION ABOUT 10 MILES
 ET0939'SOUTH-SOUTHEAST OF PRESCOTT.  IT IS 8 FEET SOUTHEAST OF THE
 ET0939'CENTER OF THE MT. UNION FIRE TOWER, 7.4 FEET SOUTHWEST OF THE
 ET0939'EAST LEG, 8.4 FEET NORTHEAST OF THE SOUTH LEG AND 0.5 FOOT
 ET0939'OUTSIDE OF THE LINE OF THE EAST AND SOUTH LEGS.  IT IS STAMPED
 ET0939'UNION 1919 AND IT IS FLUSH WITH THE GROUND.  (NOTE 1A)
 ET0939'
 ET0939'REFERENCE MARK NO. 1 HAS THE SAME ELEVATION AS THE STATION AND
 ET0939'PROJECTS 12 INCHES.  IT IS NOT STAMPED.  (NOTE 12B)
 ET0939'
 ET0939'MOUNT UNION IS A U.S.G.S. BRONZE DISK AND NOT A CAIRN, AS
 ET0939'THE CAIRN HAS BEEN REMOVED.  IT IS SET IN OUTCROPPING BED ROCK
 ET0939'PROJECTING 18 INCHES AND STAMPED EL 7971.
 ET0939'
 ET0939'TO REACH THE STATION FROM PRESCOTT, GO SOUTHERLY ON THE SENATOR
 ET0939'HIGHWAY FOR 12 MILES TO A FORK AT A CATTLE GUARD AND SIGN MT
 ET0939'UNION FIRE TOWER 2 MILES.  TAKE LEFT FORK TO THE TOP OF MT.
 ET0939'UNION AND THE STATION.
 ET0939
 ET0939                          STATION RECOVERY (1958)
 ET0939
 ET0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 ET0939'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE DESCRIPTION
 ET0939'BY D.H.K. IN 1947 IS ADEQUATE.
 ET0939
 ET0939                          STATION RECOVERY (1960)
 ET0939
 ET0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 ET0939'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ET0939
 ET0939                          STATION RECOVERY (1969)
 ET0939
 ET0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0939'NOTE BY R.D. MEAD, 1969--HELICOPTER CAN LAND AT STATION.
 ET0939'
 ET0939'STATION MARK--A USC AND GS TABLET STATMPED UNION 1919 SET IN A ROUGH
 ET0939'14 IN. X 14 IN. MASS OF CONCRETE 8 FT. SE. OF CENTER OF TOWER.
 ET0939'
 ET0939'REFERENCE MARK--A USC AND GS DISK UNSTAMPED, SET IN CONCRETE IN
 ET0939'DEPRESSION OF ROCK OUTCROPPING AND 0.5 FT. ABOVE STATION MARK.
 ET0939'
 ET0939'USGS STATION--A USGS TABLET STAMPED 7971 PRSCT SET IN MOUNT UNION
 ET0939'DRILL HOLE IN OUTCROPPING AND 1.8 FT. ABOVE STATION MARK.
 ET0939
 ET0939                          STATION RECOVERY (1972)
 ET0939
 ET0939'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 ET0939'STATION AND REFERENCE MARK ARE IN GOOD CONDITION.  THE STATION IS
 ET0939'ON HIGHEST POINT OF MT. UNION UNDER THE USFS LOOKOUT TOWER.
 ET0939
 ET0939                          STATION RECOVERY (2005)
 ET0939
 ET0939'RECOVERY NOTE BY US POWER SQUADRON 2005 (CEP)
 ET0939'STATION MARK FOUND.  REFERENCE MARK NOT FOUND.  LOCATION CONCRETE PAD
 ET0939'AND ANTENNA TOWER HAVE BEEN INSTALLED AT THE CONCRETE PAD AND ANTENNA
 ET0939'TOWER INSTALLED AT THE APPROXIMATE LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1140 ***********************************************************************
 CG1140  DESIGNATION -  UNION
 CG1140  PID         -  CG1140
 CG1140  STATE/COUNTY-  AZ/PIMA
 CG1140  USGS QUAD   -  SAN AGUSTIN (1979)
 CG1140
 CG1140                         *CURRENT SURVEY CONTROL
 CG1140  ___________________________________________________________________
 CG1140* NAD 83(1992)-  31 35 43.25999(N)    111 52 38.86719(W)     ADJUSTED  
 CG1140* NAVD 88     -      1084.     (meters)    3556.     (feet)  SCALED    
 CG1140  ___________________________________________________________________
 CG1140  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 CG1140  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 CG1140  HORZ ORDER  -  FIRST
 CG1140
 CG1140.The horizontal coordinates were established by classical geodetic methods
 CG1140.and adjusted by the National Geodetic Survey in August 1993.
 CG1140
 CG1140.The orthometric height was scaled from a topographic map.
 CG1140
 CG1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1140
 CG1140.The geoid height was determined by GEOID03.
 CG1140
 CG1140;                    North         East     Units Scale Factor Converg.
 CG1140;SPC AZ C     -    66,003.258   217,080.272   MT  0.99990017   +0 01 13.9
 CG1140;SPC AZ C     -   216,546.12    712,205.62   iFT  0.99990017   +0 01 13.9
 CG1140;UTM  12      - 3,495,918.698   416,755.512   MT  0.99968547   -0 27 35.1
 CG1140
 CG1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1140!SPC AZ C     -   0.99983470  x   0.99990017  =   0.99973489
 CG1140!UTM  12      -   0.99983470  x   0.99968547  =   0.99952022
 CG1140
 CG1140|---------------------------------------------------------------------|
 CG1140| PID    Reference Object                     Distance      Geod. Az  |
 CG1140|                                                           dddmmss.s |
 CG1140| CH5629 UNION RM 2                            6.138 METERS 25657     |
 CG1140| CG1139 BOUNDARY MON 147 MX US              APPROX. 7.2 KM 2842628.2 |
 CG1140| CH5628 UNION RM 1                           10.527 METERS 31058     |
 CG1140|---------------------------------------------------------------------|
 CG1140
 CG1140                          SUPERSEDED SURVEY CONTROL
 CG1140
 CG1140  NAD 83(1986)-  31 35 43.25158(N)    111 52 38.86696(W) AD(       ) 1
 CG1140  NAD 27      -  31 35 42.94300(N)    111 52 36.43700(W) AD(       ) 1
 CG1140
 CG1140.Superseded values are not recommended for survey control.
 CG1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1140.See file dsdata.txt to determine how the superseded data were derived.
 CG1140
 CG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV1675695919(NAD 83)
 CG1140_MARKER: DS = TRIANGULATION STATION DISK
 CG1140_SETTING: 80 = SET IN A BOULDER
 CG1140_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CG1140
 CG1140  HISTORY     - Date     Condition        Report By
 CG1140  HISTORY     - 1935     MONUMENTED       CGS
 CG1140
 CG1140                          STATION DESCRIPTION
 CG1140
 CG1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1140'ABOUT 6 MILES, AIR LINE, SOUTHWEST OF THE VILLAGE OF SAN MIGUEL,
 CG1140'ON THE HIGHEST AND MOST NORTHERLY PEAK OF THE TWO SUMMITS BETWEEN
 CG1140'WHICH PASSES THE INTERNATIONAL BOUNDARY LINE.  BOUNDARY MONUMENT
 CG1140'NO. 146 (I.B.C.) LIES IN THE LOW SADDLE BETWEEN THE TWO HIGHEST
 CG1140'PEAKS.  MARKED BY A STANDARD BRONZE DISK.
 CG1140'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1140'IS 10.527 METERS (34.54 FEET) FROM STATION N 49 DEG 02 MIN W.
 CG1140'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CG1140'IS 6.138 METERS (20.14 FEET) FROM STATION S 76 DEG
 CG1140'57 MIN W. AZIMUTH MARK, A CAIRN ON LOW HILL, IS 2 MILES FROM
 CG1140'STATION N 48 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2004 ***********************************************************************
 DV2004  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2004  FBN         -  This is a Federal Base Network Control Station.
 DV2004  DESIGNATION -  UNION
 DV2004  PID         -  DV2004
 DV2004  STATE/COUNTY-  AZ/MARICOPA
 DV2004  USGS QUAD   -  UNION HILLS (1981)
 DV2004
 DV2004                         *CURRENT SURVEY CONTROL
 DV2004  ___________________________________________________________________
 DV2004* NAD 83(2007)-  33 39 10.90659(N)    112 03 03.72612(W)     ADJUSTED  
 DV2004* NAVD 88     -       475.08   (meters)    1558.7    (feet)  GPS OBS   
 DV2004  ___________________________________________________________________
 DV2004  EPOCH DATE  -        2007.00
 DV2004  X           -  -1,995,442.814 (meters)                     COMP
 DV2004  Y           -  -4,926,256.287 (meters)                     COMP
 DV2004  Z           -   3,514,722.434 (meters)                     COMP
 DV2004  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DV2004  ELLIP HEIGHT-         445.587 (meters)          (02/10/07) ADJUSTED
 DV2004  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DV2004
 DV2004  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2004  Type    PID    Designation                      North   East  Ellip
 DV2004  -------------------------------------------------------------------
 DV2004  NETWORK DV2004 UNION                             0.24   0.20   0.61
 DV2004  -------------------------------------------------------------------
 DV2004
 DV2004.The horizontal coordinates were established by GPS observations
 DV2004.and adjusted by the National Geodetic Survey in February 2007.
 DV2004
 DV2004.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2004.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2004.The horizontal coordinates are valid at the epoch date displayed above.
 DV2004.The epoch date for horizontal control is a decimal equivalence
 DV2004.of Year/Month/Day.
 DV2004
 DV2004.The orthometric height was determined by GPS observations and a
 DV2004.high-resolution geoid model.
 DV2004.The orthometric height was determined by GPS observations and a
 DV2004.high-resolution geoid model using precise GPS observation and
 DV2004.processing techniques.
 DV2004
 DV2004.Photographs are available for this station.
 DV2004
 DV2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2004
 DV2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2004
 DV2004.The ellipsoidal height was determined by GPS observations
 DV2004.and is referenced to NAD 83.
 DV2004
 DV2004.The geoid height was determined by GEOID03.
 DV2004
 DV2004;                    North         East     Units Scale Factor Converg.
 DV2004;SPC AZ C     -   294,180.098   200,897.406   MT  0.99990191   -0 04 28.1
 DV2004;SPC AZ C     -   965,157.80    659,112.22   iFT  0.99990191   -0 04 28.1
 DV2004;UTM  12      - 3,724,181.053   402,544.218   MT  0.99971709   -0 34 57.0
 DV2004
 DV2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2004!SPC AZ C     -   0.99993005  x   0.99990191  =   0.99983197
 DV2004!UTM  12      -   0.99993005  x   0.99971709  =   0.99964716
 DV2004
 DV2004|---------------------------------------------------------------------|
 DV2004| PID    Reference Object                     Distance      Geod. Az  |
 DV2004|                                                           dddmmss.s |
 DV2004| DV2005 BM                                    5.005 METERS 10537     |
 DV2004| DU2209 SCOTTSDALE THUNDERBIRD ACAD TK      APPROX.13.2 KM 1110618.5 |
 DV2004| CH5633 UNION RM 3                           16.328 METERS 11718     |
 DV2004| CH5631 UNION AZ MK 2                                      1643926.6 |
 DV2004| CH5630 UNION AZ MK                                        1774305.7 |
 DV2004| DV2014 PHOENIX PUB SER MICROWAVE MAST      APPROX. 7.3 KM 2064628.8 |
 DV2004| DV2002 ADOBE SPERRY PHOENIX CO TANK        APPROX. 5.1 KM 3034541.9 |
 DV2004| DV0122 SKUNK                               APPROX.10.2 KM 3215824.1 |
 DV2004| CH5632 UNION RM 1                            5.870 METERS 35235     |
 DV2004|---------------------------------------------------------------------|
 DV2004
 DV2004                          SUPERSEDED SURVEY CONTROL
 DV2004
 DV2004  ELLIP H (09/30/99)  445.620  (m)                       GP(       ) 3 1
 DV2004  ELLIP H (03/02/95)  445.700  (m)                       GP(       ) 4 1
 DV2004  ELLIP H (12/30/94)  445.770  (m)                       GP(       ) 4 1
 DV2004  NAD 83(1986)-  33 39 10.90071(N)    112 03 03.73154(W) AD(       ) B
 DV2004  NAD 83(1992)-  33 39 10.90540(N)    112 03 03.72536(W) AD(       ) A
 DV2004  ELLIP H (09/30/92)  445.700  (m)                       GP(       ) 2 1
 DV2004  NAD 83(1986)-  33 39 10.90071(N)    112 03 03.73154(W) AD(       ) 1
 DV2004  NAD 27      -  33 39 10.76070(N)    112 03 01.19150(W) AD(       ) 1
 DV2004  NGVD 29 (12/30/94)  474.4    (m)         1556.     (f) VERT ANG    3  
 DV2004
 DV2004.Superseded values are not recommended for survey control.
 DV2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2004.See file dsdata.txt to determine how the superseded data were derived.
 DV2004
 DV2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0254424181(NAD 83)
 DV2004_MARKER: DS = TRIANGULATION STATION DISK
 DV2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2004_SP_SET: CONCRETE POST
 DV2004_STAMPING: UNION 1947
 DV2004_MARK LOGO: CGS   
 DV2004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2004+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 DV2004
 DV2004  HISTORY     - Date     Condition        Report By
 DV2004  HISTORY     - 1947     MONUMENTED       CGS
 DV2004  HISTORY     - 1947     GOOD             CGS
 DV2004  HISTORY     - 1963     GOOD             CGS
 DV2004  HISTORY     - 1967     GOOD             AMS
 DV2004  HISTORY     - 1971     GOOD             AZHD
 DV2004  HISTORY     - 1975     GOOD             DMA
 DV2004  HISTORY     - 1983     GOOD             AZDT
 DV2004  HISTORY     - 1986     GOOD             AZDT
 DV2004  HISTORY     - 1986     GOOD             AZDT
 DV2004  HISTORY     - 19920203 GOOD             NGS
 DV2004  HISTORY     - 19940203 GOOD             NGS
 DV2004  HISTORY     - 19940203 GOOD             NOS
 DV2004  HISTORY     - 19940216 GOOD             NOS
 DV2004  HISTORY     - 19940430 GOOD             NOS
 DV2004  HISTORY     - 19970124 GOOD             ATEAM
 DV2004  HISTORY     - 19980618 GOOD             AZDT
 DV2004  HISTORY     - 19981107 GOOD             NGS
 DV2004  HISTORY     - 19990921 POOR             AZ-013
 DV2004  HISTORY     - 20000406 POOR             MCDOT
 DV2004  HISTORY     - 20040628 GOOD             CAP
 DV2004  HISTORY     - 20070411 GOOD             GEOCAC
 DV2004
 DV2004                          STATION DESCRIPTION
 DV2004
 DV2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2004'THE STATION IS LOCATED ABOUT 14 MILES AIR LINE NORTH OF PHOENIX
 DV2004'AND 1 MILE NORTHWEST OF THE PARADISE VALLEY STORE ON A LOW
 DV2004'FLAT TOPPED HILL.  THE STATION MARK IS SET ON HIGHEST POINT
 DV2004'OF HILL, 6 FEET SOUTHWEST OF A WITNESS POST.  PROJECTS 6 INCHES
 DV2004'AND IS STAMPED--UNION 1947.
 DV2004'
 DV2004'REFERENCE MARK NO. 1 IS SET 6 PACES NORTHWEST OF A WITNESS POST,
 DV2004'IS 6 INCHES LOWER THAN STATION MARK AND IS STAMPED--UNION NO 1
 DV2004'1947.
 DV2004'
 DV2004'REFERENCE MARK NO. 2 IS A BUREAU OF RECLAMATION BENCH MARK DISK
 DV2004'SET 5 PACES SOUTHEAST OF A WITNESS POST.  PROJECTS 6 INCHES.
 DV2004'AND IS 6 INCHES LOWER THAN THE STATION MARK AND IS UNSTAMPED.
 DV2004'
 DV2004'THE AZIMUTH MARK IS SET 11 PACES SOUTH OF CENTER LINE OF ROAD,
 DV2004'6 INCHES NORTH OF A FENCE LINE, PROJECTS 4 INCHES, AND IS
 DV2004'STAMPED--UNION 1947.
 DV2004'
 DV2004'TO REACH THE STATION FROM PHOENIX, GO NORTH ON 7TH STREET,
 DV2004'FROM EAST VAN BUREN STREET, 8.3 MILES TO THE FIVE-POINT
 DV2004'INTERSECTION AT SUNNYSLOPE.  TURN RIGHT, GO NORTHEAST ON DIAGONAL
 DV2004'ROAD 2.8 MILES TO THE POST OFFICE AT CACTUS.  CONTINUE NORTH
 DV2004'3.2 MILES TO CROSSROAD.  TURN LEFT, GO 1.1 MILE TO A ROAD RIGHT
 DV2004'AND AZIMUTH MARK ON LEFT.  TURN RIGHT.  GO 0.2 MILE TO A FORK.
 DV2004'TURN RIGHT FOR SHORT DISTANCE, THEN LEAVE ROAD AND GO NORTH
 DV2004'ACROSS COUNTRY 0.9 MILE TO TOP OF HILL AND STATION.  A DRIVE
 DV2004'STATION.
 DV2004
 DV2004                          STATION RECOVERY (1947)
 DV2004
 DV2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 DV2004'RECOVERED IN GOOD CONDITION.
 DV2004
 DV2004                          STATION RECOVERY (1963)
 DV2004
 DV2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV2004'STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARKS
 DV2004'NO. 1 AND NO. 2 (USBR) WERE RECOVERED AND FOUND TO BE IN GOOD
 DV2004'CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE AND
 DV2004'DIRECTION TO REFERENCE MARKS NO. 1 AND NO. 2 (USBR).  THE
 DV2004'AZIMUTH MARK WAS FOUND DESTROYED AND A NEW AZIMUTH MARK WAS
 DV2004'ESTABLISHED AT THIS TIME AND IS DESCRIBED BELOW.  REFERENCE
 DV2004'MARK NO. 3 WAS ESTABLISHED AT THIS TIME.  DUE TO ROAD CHANGES
 DV2004'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DV2004'
 DV2004'STATION IS LOCATED ABOUT 13 MILES NORTH OF CENTER OF BUSINESS
 DV2004'SECTION OF PHOENIX, 4 MILES EAST OF BLACK CANYON HIGHWAY
 DV2004'(STATE HIGHWAY 69), 3/4 MILE NORTH OF INTERSECTION OF BELL
 DV2004'ROAD AND NORTH 16TH STREET AND ON A LOW FLAT TOPPED HILL.
 DV2004'
 DV2004'TO REACH FROM THE JUNCTION OF BLACK CANYON HIGHWAY AND BELL
 DV2004'ROAD WHICH IS ABOUT 12 MILES NORTH-NORTHWEST OF PHOENIX, GO
 DV2004'EAST ON BELL ROAD FOR 4.0 MILES TO NORTH 16TH STREET, TURN LEFT
 DV2004'AND GO NORTH ON GRAVEL ROAD ALONG POWER LINE FOR 0.5 MILE TO
 DV2004'END OF POWER LINE AND GREEN HOUSE ON LEFT, CONTINUE NORTH ON
 DV2004'TRACK ROAD FOR 0.3 MILE TO TOP OF GRADE AND DIM TRACK ROAD LEFT,
 DV2004'TURN LEFT AND GO WEST UP HILL FOR 0.15 MILE TO TOP OF HILL AND
 DV2004'STATION.
 DV2004'
 DV2004'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED UNION 1947,
 DV2004'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 DV2004'ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS 16.3 FEET SOUTH
 DV2004'OF CENTER OF DIM TRACK ROAD AND 5.8 FEET SOUTHWEST OF A WITNESS
 DV2004'POST.
 DV2004'
 DV2004'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED UNION
 DV2004'NO 1 1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 DV2004'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE
 DV2004'MARK IS 16.7 FEET NORTHWEST OF THE WITNESS POST AND 2 FEET
 DV2004'NORTH OF THE APPROXIMATE CENTERLINE OF DIM TRACK ROAD.
 DV2004'
 DV2004'REFERENCE MARK 2, A BUREAU OF RECLAMATION BENCH MARK DISK WITH
 DV2004'NO STAMPING, IS SET IN THE TOP OF A CONCRETE POST WHICH
 DV2004'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 DV2004'MARK IS 17.0 FEET SOUTH OF CENTER OF TRACK ROAD AND 14.3 FEET
 DV2004'EAST-SOUTHEAST OF WITNESS POST.
 DV2004'
 DV2004'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED UNION NO
 DV2004'3 1947, IS SET IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 DV2004'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  THE MARK IS 52
 DV2004'FEET EAST-SOUTHEAST OF THE WITNESS POST AND 26.5 FEET SOUTH
 DV2004'OF CENTER OF TRACK ROAD.
 DV2004'
 DV2004'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED UNION 1947,
 DV2004'IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 DV2004'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 10
 DV2004'FEET WEST OF APPROXIMATE CENTER OF NORTH 16TH STREET, 7.4
 DV2004'FEET SOUTHEAST OF A WATER METER, 5.5 FEET NORTH OF A POWER
 DV2004'POLE NO. 5-40 AND 2.4 FEET SOUTH OF A WITNESS POST.
 DV2004'
 DV2004'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TRACK
 DV2004'ROAD FOR 0.15 MILE TO BLADED NORTH-SOUTH ROAD, TURN RIGHT AND
 DV2004'GO SOUTH KEEPING RIGHT AT ALL SIDE ROADS FOR 0.5 MILE TO
 DV2004'POWER POLE NO. 5-40 AND THE AZIMUTH MARK RIGHT AS DESCRIBED.
 DV2004'
 DV2004'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK ARE AS DESCRIBED.
 DV2004'
 DV2004'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV2004
 DV2004                          STATION RECOVERY (1967)
 DV2004
 DV2004'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DV2004'THE STATION MARK, AZ. MK. AND REF. MKS. 1, 2 AND 3 WERE RECOVERED
 DV2004'AS DESCRIBED IN GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND
 DV2004'IN THE DIRECTIONS TO R.M.S 1 AND 2.
 DV2004'
 DV2004'REFRENCE MEASUREMENTS TO R.M.S.
 DV2004'
 DV2004'R.M. NO. 1 PUB. DIST. = 19.26 FT. CHECK DIST. = 19.3 FT.
 DV2004'
 DV2004'R.M. NO. 2 PUB. DIST. = 16.42 FT. CHECK DIST. = 16.4 FT.
 DV2004'
 DV2004'R.M. NO. 3 PUB. DIST. = 53.54 FT. CHECK DIST. = 53.5 FT.
 DV2004
 DV2004                          STATION RECOVERY (1971)
 DV2004
 DV2004'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971
 DV2004'GENERAL LOCATION-13 MI. NORTH OF PHOENIX, 4 MI. EAST OF I-17
 DV2004'
 DV2004'TO REACH-1963 DESCRIPTION IS ADEQUATE
 DV2004'
 DV2004'STATION MARK-STD. U.S.C. AND G.S. DISK STAMPED UNION, 1947,
 DV2004'SET IN A SQUARE CONCRETE POST THAT PROJECTS ABOUT 1 INCH.
 DV2004'
 DV2004'REFERENCE MARKS FOUND IN GOOD CONDITION, DISTANCES NOT CHECKED
 DV2004'
 DV2004'AZIMUTH MARK-NOT SEARCHED FOR
 DV2004
 DV2004                          STATION RECOVERY (1975)
 DV2004
 DV2004'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RLE)
 DV2004'UNION 1947-GOOD
 DV2004
 DV2004                          STATION RECOVERY (1983)
 DV2004
 DV2004'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DV2004'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 DV2004'AZIMUTH MARK HAS BEEN DESTROYED BY SUBDIVISION.
 DV2004'
 DV2004'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV2004'AND UNION HILLS DRIVE IN NORTHERN PHOENIX, TRAVEL EAST ALONG UNION
 DV2004'HILLS DRIVE FOR 3.7 MILES TO A RIDGE JUST PAST 16TH STREET.  TURN
 DV2004'RIGHT ON DIRT ROAD AT THE SADDLE AND TRAVEL SOUTHEAST FOR 0.15 MILE TO
 DV2004'THE TOP OF THE HILL AND STATION.
 DV2004
 DV2004                          STATION RECOVERY (1986)
 DV2004
 DV2004'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (KS)
 DV2004'THE STATION WAS RECOVERED AS DESCRIBED BY ADOT IN 1982.
 DV2004
 DV2004                          STATION RECOVERY (1986)
 DV2004
 DV2004'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (JRT)
 DV2004'THE STATION WAS RECOVERED AT THIS DATE.
 DV2004'THE STATION WAS FOUND IN GOOD CONDITION.  PREVIOUS TO REACH
 DV2004'DESCRIPTION WAS ADEQUATE. THE AZIMUTH MARK HAS BEEN DESTROYED
 DV2004'BY SUBDIVISION.
 DV2004
 DV2004                          STATION RECOVERY (1992)
 DV2004
 DV2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV2004'THE STATION IS LOCATED ABOUT 22 KM (13.7 MI) NORTH OF DOWNTOWN
 DV2004'PHOENIX, 6 KM (3.7 MI) EAST OF INTERSTATE HIGHWAY 17, 0.3 KM
 DV2004'(0.2 MI) SOUTH OF UNION HILLS DRIVE, ON A LOW RIDGE SURROUNDED BY
 DV2004'SUBDIVISIONS.  OWNERSHIP--UNKNOWN.
 DV2004'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 10 AND
 DV2004'17 ON THE WEST SIDE OF DOWNTOWN PHOENIX, GO NORTH ON HIGHWAY 17 FOR
 DV2004'20.92 KM (13.00 MI) TO THE EXIT RAMP FOR UNION HILLS DRIVE.  BEAR
 DV2004'RIGHT ONTO RAMP FOR 0.62 KM (0.39 MI) TO UNION HILLS DRIVE.  TURN
 DV2004'RIGHT, EAST, ON UNION HILLS DRIVE FOR 5.29 KM (3.29 MI) TO A CROSS
 DV2004'STREET (NORTH 12TH STREET).  CONTINUE AHEAD ON UNION HILLS DRIVE FOR
 DV2004'0.20 KM (0.12 MI) TO A TRACK ROAD RIGHT AT CORNER OF WALL AROUND A
 DV2004'SUBDIVISION AT BOTTOM OF ROAD GRADE.  TURN RIGHT, THEN LEFT, UPHILL,
 DV2004'EAST, THEN SOUTHEAST, ON ROUGH ROAD FOR 0.40 KM (0.25 MI) TO HIGH
 DV2004'GROUND.  BEAR LEFT ALONG TOP OF GRADED AREA FOR 0.30 M (0.98 FT) TO
 DV2004'THE STATION IN THE MIDDLE OF THE GRADED AREA.
 DV2004'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 DV2004'PROJECTING 10 CM ABOVE GROUND.  DISK HAS BEEN BEAT ON AND IS HARD TO
 DV2004'READ.  LOCATED JUST EAST OF SLIGHTLY HIGHER GROUND, 37 M (121.4 FT)
 DV2004'WEST OF THE EAST END OF THE RIDGE TOP, 9 M (29.5 FT) SOUTH OF THE
 DV2004'NORTH EDGE OF THE RIDGE TOP AND 4.5 M (14.8 FT) NORTH OF THE SOUTH
 DV2004'EDGE OF THE RIDGE TOP.
 DV2004
 DV2004                          STATION RECOVERY (1994)
 DV2004
 DV2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 DV2004'RECOVERED AS DESCRIBED. NOTE- BEAR RIGHT AT CORNER OF WALL AND FOLLOW
 DV2004'ROUGH ROAD TO HIGHEST GROUND AND STATION.
 DV2004
 DV2004                          STATION RECOVERY (1994)
 DV2004
 DV2004'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 DV2004'RECOVERED AS DESCRIBED. NOTE- BEAR RIGHT AT CORNER OF WALL AND FOLLOW
 DV2004'ROUGH ROAD TO HIGHEST GROUND AND STATION.
 DV2004
 DV2004                          STATION RECOVERY (1994)
 DV2004
 DV2004'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RAH)
 DV2004'RECOVERED AS DESCRIBED.
 DV2004
 DV2004                          STATION RECOVERY (1994)
 DV2004
 DV2004'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 DV2004'RECOVERED AS DESCRIBED.
 DV2004
 DV2004                          STATION RECOVERY (1997)
 DV2004
 DV2004'RECOVERY NOTE BY A TEAM PA INC 1997 (WRK)
 DV2004'RECOVERED AS DESCRIBED IN NOTE OF 1992
 DV2004
 DV2004                          STATION RECOVERY (1998)
 DV2004
 DV2004'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (GL)
 DV2004'RECOVERED AS DESCRIBED.
 DV2004
 DV2004                          STATION RECOVERY (1998)
 DV2004
 DV2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DV2004'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) NORTH OF DOWNTOWN
 DV2004'PHOENIX, ABOUT 6.1 KM (3.80 MI) EAST OF THE JUNCTION OF INTERSTATE
 DV2004'HIGHWAY 17 AND UNION HILLS DRIVE, ON THE TOP CENTER OF A HILL
 DV2004'SURROUNDED BY SUBDIVISIONS, IN THE CENTER OF A WIDE GRAVELED WALKING
 DV2004'TRAIL.  OWNERSHIP--NEWCOR CORPORATION.  FOR ACCESS TO THE STATION
 DV2004'CONTACT MR. MIKE NEWSOME, PRESIDENT OF NEWCOR CORPORATION, PHONE
 DV2004'602-494-0777.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DV2004'HIGHWAYS 17 AND 10 ON THE WEST SIDE OF PHOENIX, GO NORTH ON INTERSTATE
 DV2004'HIGHWAY 17 FOR 20.92 KM (13.00 MI) TO THE EXIT RAMP FOR UNION HILLS
 DV2004'DRIVE (EXIT 214A).  BEAR RIGHT, NORTH ON THE EXIT RAMP AND GO 0.56 KM
 DV2004'(0.35 MI) TO THE JUNCTION OF UNION HILLS DRIVE.  TURN RIGHT, EAST ON
 DV2004'UNION HILLS DRIVE AND GO 6.19 KM (3.85 MI) TO THE INTERSECTION OF 16TH
 DV2004'STREET.  TURN RIGHT, SOUTH ON 16TH STREET AND GO 0.08 KM (0.05 MI) TO
 DV2004'E VILLA THERESA STREET.  TURN RIGHT, WEST ON E VILLA THERESA FOR ABOUT
 DV2004'30.48 M (100.00 FT) PASSING THROUGH A SECURITY GATE TO THE JUNCTION OF
 DV2004'15TH PLACE LEADING UPHILL TO THE LEFT AND E VILLA THERESA LEADING
 DV2004'UPHILL TO THE RIGHT.  TURN RIGHT, NORTHWESTERLY ON E VILLA THERESA AND
 DV2004'GO 0.32 KM (0.20 MI) TO THE TOP OF THE RIDGE TO A GRAVELED WALKING
 DV2004'TRAIL ON THE LEFT AND END OF TRUCK TRAVEL.  PACK UPHILL, SOUTHEAST
 DV2004'ALONG THE TRAIL FOR ABOUT 182.88 M (600.00 FT) TO THE TOP OF THE HILL
 DV2004'TO THE STATION.  THE STATION IS A COAST AND GEODETIC SURVEY
 DV2004'TRIANGULATION DISK SET IN TOP OF A 30 CM SQUARE CONCRETE POST
 DV2004'PROJECTING 10 CM ABOVE THE GROUND, THE DISK HAS BEEN DAMAGED BUT IS
 DV2004'STILL LEGIBLE.  IT IS 45.72 M (150.00 FT) EAST-SOUTHEAST FROM A
 DV2004'SAGUARO CACTUS AT THE WEST SLOPE OF THE RIDGE, 39.62 M (129.99 FT)
 DV2004'WEST FROM A SAGUARO CACTUS ON THE EAST SLOPE OF THE RIDGE AND 4.57 M
 DV2004'(14.99 FT) NORTH OF THE SOUTH EDGE OF THE RIDGE.
 DV2004
 DV2004                          STATION RECOVERY (1999)
 DV2004
 DV2004'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1999
 DV2004'RECOVERED AS DESCRIBED.
 DV2004
 DV2004                          STATION RECOVERY (2000)
 DV2004
 DV2004'RECOVERY NOTE BY MARICOPA CO DOT 2000 (DC)
 DV2004'RECOVERED AS DESCRIBED.
 DV2004
 DV2004                          STATION RECOVERY (2004)
 DV2004
 DV2004'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2004 (DLD)
 DV2004'MARK FOUND.
 DV2004
 DV2004                          STATION RECOVERY (2007)
 DV2004
 DV2004'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2004'THE DISK IS BATTERED AND DIFFICULT TO READ, BUT IS IN PLACE AND SOLID.
 DV2004' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0942 ***********************************************************************
 ET0942  DESIGNATION -  UNION LOOKOUT TOWER
 ET0942  PID         -  ET0942
 ET0942  STATE/COUNTY-  AZ/YAVAPAI
 ET0942  USGS QUAD   -  GROOM CREEK (1974)
 ET0942
 ET0942                         *CURRENT SURVEY CONTROL
 ET0942  ___________________________________________________________________
 ET0942* NAD 83(1992)-  34 24 54.05457(N)    112 24 16.00266(W)     ADJUSTED  
 ET0942* NAVD 88     -      2434.7    (meters)    7988.     (feet)  VERTCON   
 ET0942  ___________________________________________________________________
 ET0942  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 ET0942  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 ET0942  HORZ ORDER  -  THIRD
 ET0942
 ET0942.The horizontal coordinates were established by classical geodetic methods
 ET0942.and adjusted by the National Geodetic Survey in August 1993.
 ET0942
 ET0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0942
 ET0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0942
 ET0942.The geoid height was determined by GEOID03.
 ET0942
 ET0942;                    North         East     Units Scale Factor Converg.
 ET0942;SPC AZ C     -   378,793.151   168,521.307   MT  0.99992477   -0 16 32.5
 ET0942;SPC AZ C     - 1,242,759.68    552,891.43   iFT  0.99992477   -0 16 32.5
 ET0942;UTM  12      - 3,809,067.746   370,931.971   MT  0.99980534   -0 47 38.0
 ET0942
 ET0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0942!SPC AZ C     -   0.99962212  x   0.99992477  =   0.99954692
 ET0942!UTM  12      -   0.99962212  x   0.99980534  =   0.99942753
 ET0942
 ET0942                          SUPERSEDED SURVEY CONTROL
 ET0942
 ET0942  NAD 83(1986)-  34 24 54.05175(N)    112 24 16.00232(W) AD(       ) 4
 ET0942  NAD 27      -  34 24 53.95831(N)    112 24 13.41402(W) AD(       ) 3
 ET0942  NGVD 29 (07/19/86) 2433.7    (m)         7985.     (f) VERT ANG    3  
 ET0942
 ET0942.Superseded values are not recommended for survey control.
 ET0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0942.See file dsdata.txt to determine how the superseded data were derived.
 ET0942
 ET0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7093209068(NAD 83)
 ET0942_MARKER: 57 = LOOKOUT TOWER
 ET0942
 ET0942  HISTORY     - Date     Condition        Report By
 ET0942  HISTORY     - 1969     FIRST OBSERVED   USGS
 ET0942  HISTORY     - 20050815 GOOD             USPSQD
 ET0942
 ET0942                          STATION DESCRIPTION
 ET0942
 ET0942'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 ET0942'POSITION DETERMINED BY TRAVERSE FROM STATION UNION.
 ET0942
 ET0942                          STATION RECOVERY (2005)
 ET0942
 ET0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (CEP)
 ET0942'RECOVERED AS DESCRIBED.  FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1836 ***********************************************************************
 CZ1836  DESIGNATION -  UNIVERSITY
 CZ1836  PID         -  CZ1836
 CZ1836  STATE/COUNTY-  AZ/PIMA
 CZ1836  USGS QUAD   -  TUCSON (1992)
 CZ1836
 CZ1836                         *CURRENT SURVEY CONTROL
 CZ1836  ___________________________________________________________________
 CZ1836* NAD 83(1992)-  32 13 54.03560(N)    110 57 01.78811(W)     ADJUSTED  
 CZ1836* NAVD 88     -       744.     (meters)    2441.     (feet)  VERTCON   
 CZ1836  ___________________________________________________________________
 CZ1836  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CZ1836  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ1836  HORZ ORDER  -  FIRST
 CZ1836
 CZ1836.The horizontal coordinates were established by classical geodetic methods
 CZ1836.and adjusted by the National Geodetic Survey in August 1993.
 CZ1836
 CZ1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1836
 CZ1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1836
 CZ1836.The geoid height was determined by GEOID03.
 CZ1836
 CZ1836;                    North         East     Units Scale Factor Converg.
 CZ1836;SPC AZ C     -   136,964.300   304,418.895   MT  1.00000222   +0 30 55.2
 CZ1836;SPC AZ C     -   449,357.94    998,749.66   iFT  1.00000222   +0 30 55.2
 CZ1836;UTM  12      - 3,566,116.836   504,664.056   MT  0.99960027   +0 01 35.0
 CZ1836
 CZ1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1836!SPC AZ C     -   0.99988783  x   1.00000222  =   0.99989005
 CZ1836!UTM  12      -   0.99988783  x   0.99960027  =   0.99948815
 CZ1836
 CZ1836|---------------------------------------------------------------------|
 CZ1836| PID    Reference Object                     Distance      Geod. Az  |
 CZ1836|                                                           dddmmss.s |
 CZ1836| CC7568 UNIVERSITY RM 2                      18.380 METERS 00132     |
 CZ1836| CC7566 UNIVERSITY AZ MK                                   0023406.9 |
 CZ1836| CZ1851 TUCSON UNIV ARIZ OBS DOME           219.561 METERS 04017     |
 CZ1836| CZ1969 CAT MOUNTAIN                        APPROX.11.7 KM 2430758.3 |
 CZ1836| CZ1968 GOLDEN GATE MOUNTAIN                APPROX.14.9 KM 2602051.9 |
 CZ1836| CC7567 UNIVERSITY RM 1                      18.200 METERS 26937     |
 CZ1836|---------------------------------------------------------------------|
 CZ1836
 CZ1836                          SUPERSEDED SURVEY CONTROL
 CZ1836
 CZ1836  NAD 83(1986)-  32 13 54.03177(N)    110 57 01.78607(W) AD(       ) 1
 CZ1836  NAD 27      -  32 13 53.75700(N)    110 56 59.45700(W) AD(       ) 1
 CZ1836  NGVD 29 (07/19/86)  743.     (m)         2438.     (f) VERT ANG    3  
 CZ1836
 CZ1836.Superseded values are not recommended for survey control.
 CZ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1836.See file dsdata.txt to determine how the superseded data were derived.
 CZ1836
 CZ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0466466117(NAD 83)
 CZ1836_MARKER: DS = TRIANGULATION STATION DISK
 CZ1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1836+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 CZ1836
 CZ1836  HISTORY     - Date     Condition        Report By
 CZ1836  HISTORY     - 1935     MONUMENTED       CGS
 CZ1836  HISTORY     - 1966     GOOD             CGS
 CZ1836  HISTORY     - 19961207 MARK NOT FOUND   USPSQD
 CZ1836  HISTORY     - 20010906 GOOD             INDIV
 CZ1836  HISTORY     - 20061212 GOOD             GEOCAC
 CZ1836
 CZ1836                          STATION DESCRIPTION
 CZ1836
 CZ1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1836'ON THE GROUNDS OF THE UNIVERSITY OF ARIZONA IN TUCSON, IN
 CZ1836'T. 14 S., R. 14 E., NEAR LINE BETWEEN SECS. 6 AND 7, IN
 CZ1836'THE SOUTHEAST CORNER OF PARKING SPACE WEST OF THE GYMNASIUM.
 CZ1836'MARKED BY STANDARD BRONZE DISKS.
 CZ1836'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CZ1836'IS 18.200 METERS (59.71 FEET) FROM STATION IN
 CZ1836'N 89 DEG 37 MIN E.  REFERENCE MARK NO. 2, A STANDARD
 CZ1836'BRONZE REFERENCE DISK, IS 18.380 METERS (60.30 FEET)
 CZ1836'FROM STATION  S 1 DEG 32 MIN W. AZIMUTH MARK
 CZ1836'(REFERENCE MARK NO. 3), A STANDARD BRONZE DISK, IS
 CZ1836'APPROXIMATELY 75 METERS FROM STATION  S 2 DEG 34 MIN
 CZ1836'08 SEC W.
 CZ1836
 CZ1836                          STATION RECOVERY (1966)
 CZ1836
 CZ1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CZ1836'REFERENCE MARK 2 WAS KNOCKED OVER DURING THE REMOVAL OF
 CZ1836'ALL THE CACTUS FROM THE EAST END OF THE MALL.
 CZ1836
 CZ1836                          STATION RECOVERY (1996)
 CZ1836
 CZ1836'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1836'MARK NOT FOUND.
 CZ1836
 CZ1836                          STATION RECOVERY (2001)
 CZ1836
 CZ1836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JVS)
 CZ1836'MARKER LOCATED NW OF BEAR DOWN GYMNASIUM BETWEEN THE SIDEWALK AND THE
 CZ1836'ROADWAY OF THE SOUTH (EASTBOUND) UNIVERSITY BLVD.  NONE OF THE
 CZ1836'REFERENCE MARKERS NEARBY WERE FOUND.  CONSTRUCTION IN THE AREA SINCE
 CZ1836'1935 PROBABLY DISTURBED THE OTHER MARKERS.  GPS COORDINATES MEASURED
 CZ1836'N32 13 54.0 W110 57 01.7, ELEV. 2425 FT (WGS 84).
 CZ1836
 CZ1836                          STATION RECOVERY (2006)
 CZ1836
 CZ1836'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1836'LOCATED THE MARKER IT IS IN GOOD CONDITION FOR HAVING BEEN BURIED FOR
 CZ1836'SO LONG.
 CZ1836' 
 CZ1836' MARKER IS BETEEN THE SIDEWALK AND (EASTBOUND) SOUTH UNIVERISTY BLVD.
 CZ1836'NW OF THE NORTH SIDE OF BEAR DOWN GYM. WEST OF SIDEWALK RAMP.
 CZ1836' 
 CZ1836' STATION MARKER IS APPROX 2 INCHES BELOW THE SURFACE OF THE GROUND.
 CZ1836'THE AREA IS NOW EASIER TO SPOT AS THE HARD PACKED SURFACE HAS BEEN
 CZ1836'DISTURBED BY MY EFFORTS.  STATION MARKER IS CLOSER TO THE ROAD THEN IT
 CZ1836'IS THE SIDEWALK.
 CZ1836' 
 CZ1836' MY READINGS OFF A GPSMAP 60CX WERE
 CZ1836'N 32 13.900, W 110 57.028
 CZ1836'N 32 13 54.00, W 110 57 01.68
 CZ1836'32.231667,-110.950467
 CZ1836'12S E 504667 N 3566116
 CZ1836' 
 CZ1836' REFERENCE MARKS HAVE BEEN SEARCHED FOR AN NOT FOUND ON THIS DATE. I
 CZ1836'BELIEVE THEY WERE REMOVE DURING RENOVATION OF THE MALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0948 ***********************************************************************
 ES0948  DESIGNATION -  UPPER
 ES0948  PID         -  ES0948
 ES0948  STATE/COUNTY-  AZ/NAVAJO
 ES0948  USGS QUAD   -  HANKS DRAW (1990)
 ES0948
 ES0948                         *CURRENT SURVEY CONTROL
 ES0948  ___________________________________________________________________
 ES0948* NAD 83(1992)-  34 22 35.61600(N)    110 40 34.34161(W)     ADJUSTED  
 ES0948* NAVD 88     -      2160.6    (meters)    7089.     (feet)  VERTCON   
 ES0948  ___________________________________________________________________
 ES0948  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ES0948  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0948  HORZ ORDER  -  SECOND
 ES0948
 ES0948.The horizontal coordinates were established by classical geodetic methods
 ES0948.and adjusted by the National Geodetic Survey in August 1993.
 ES0948
 ES0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0948
 ES0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0948
 ES0948.The geoid height was determined by GEOID03.
 ES0948
 ES0948;                    North         East     Units Scale Factor Converg.
 ES0948;SPC AZ E     -   374,537.542   166,499.511   MT  0.99992706   -0 17 15.7
 ES0948;SPC AZ E     - 1,228,797.71    546,258.24   iFT  0.99992706   -0 17 15.7
 ES0948;UTM  12      - 3,803,956.981   529,769.142   MT  0.99961092   +0 10 58.2
 ES0948
 ES0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0948!SPC AZ E     -   0.99966468  x   0.99992706  =   0.99959177
 ES0948!UTM  12      -   0.99966468  x   0.99961092  =   0.99927573
 ES0948
 ES0948:                Primary Azimuth Mark                     Grid Az
 ES0948:SPC AZ E     -  SHARP                                    037 08 57.9
 ES0948:UTM  12      -  SHARP                                    036 40 44.0
 ES0948
 ES0948|---------------------------------------------------------------------|
 ES0948| PID    Reference Object                     Distance      Geod. Az  |
 ES0948|                                                           dddmmss.s |
 ES0948| ES0939 SHARP                               APPROX. 0.8 KM 0365142.2 |
 ES0948|---------------------------------------------------------------------|
 ES0948
 ES0948                          SUPERSEDED SURVEY CONTROL
 ES0948
 ES0948  NAD 83(1986)-  34 22 35.60992(N)    110 40 34.34627(W) AD(       ) 2
 ES0948  NGVD 29 (08/03/87) 2159.6    (m)         7085.     (f) VERT ANG    3  
 ES0948
 ES0948.Superseded values are not recommended for survey control.
 ES0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0948.See file dsdata.txt to determine how the superseded data were derived.
 ES0948
 ES0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2976903957(NAD 83)
 ES0948_MARKER: DS = TRIANGULATION STATION DISK
 ES0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0948+STABILITY: SURFACE MOTION
 ES0948
 ES0948  HISTORY     - Date     Condition        Report By
 ES0948  HISTORY     - 1984     MONUMENTED       AZDT
 ES0948  HISTORY     - 19971011 GOOD             USPSQD
 ES0948
 ES0948                          STATION DESCRIPTION
 ES0948
 ES0948'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0948'THE STATION IS LOCATED 5-3/4 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0948'SIDE OF STATE ROUTE 260.
 ES0948'
 ES0948'THE STATION MARK IS AN AZDT DISK STAMPED---UPPER 1984---.  IT IS SET
 ES0948'IN TOP OF A 10 INCH CONCRETE MONUMENT 42 FEET SOUTHEAST OF THE CENTER
 ES0948'LINE OF THE HIGHWAY AND 7 FEET NORTHWEST OF THE WITNESS POST.
 ES0948'
 ES0948'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0948'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 7.2 MILES TO
 ES0948'MILE POST 296.7 AND THE STATION ON THE LEFT.
 ES0948
 ES0948                          STATION RECOVERY (1997)
 ES0948
 ES0948'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1199 ***********************************************************************
 CG1199  DESIGNATION -  UPS
 CG1199  PID         -  CG1199
 CG1199  STATE/COUNTY-  AZ/COCHISE
 CG1199  USGS QUAD   -  LEWIS SPRINGS (1983)
 CG1199
 CG1199                         *CURRENT SURVEY CONTROL
 CG1199  ___________________________________________________________________
 CG1199* NAD 83(1992)-  31 33 15.66703(N)    110 12 51.12472(W)     ADJUSTED  
 CG1199* NAVD 88     -      1327.6    (meters)    4356.     (feet)  VERTCON   
 CG1199  ___________________________________________________________________
 CG1199  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CG1199  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CG1199  HORZ ORDER  -  SECOND
 CG1199
 CG1199.The horizontal coordinates were established by classical geodetic methods
 CG1199.and adjusted by the National Geodetic Survey in August 1993.
 CG1199
 CG1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1199
 CG1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1199
 CG1199.The geoid height was determined by GEOID03.
 CG1199
 CG1199;                    North         East     Units Scale Factor Converg.
 CG1199;SPC AZ E     -    61,458.187   208,847.164   MT  0.99990025   -0 01 29.6
 CG1199;SPC AZ E     -   201,634.47    685,194.11   iFT  0.99990025   -0 01 29.6
 CG1199;UTM  12      - 3,491,308.347   574,580.703   MT  0.99966860   +0 24 40.4
 CG1199
 CG1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1199!SPC AZ E     -   0.99979597  x   0.99990025  =   0.99969624
 CG1199!UTM  12      -   0.99979597  x   0.99966860  =   0.99946464
 CG1199
 CG1199|---------------------------------------------------------------------|
 CG1199| PID    Reference Object                     Distance      Geod. Az  |
 CG1199|                                                           dddmmss.s |
 CG1199| CS6171 UPS RM 1                              9.202 METERS 08954     |
 CG1199| CS6172 UPS RM 2                              9.247 METERS 26917     |
 CG1199|---------------------------------------------------------------------|
 CG1199
 CG1199                          SUPERSEDED SURVEY CONTROL
 CG1199
 CG1199  NAD 83(1986)-  31 33 15.65940(N)    110 12 51.11646(W) AD(       ) 2
 CG1199  NGVD 29 (06/28/91) 1326.7    (m)         4353.     (f) VERT ANG    3  
 CG1199
 CG1199.Superseded values are not recommended for survey control.
 CG1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1199.See file dsdata.txt to determine how the superseded data were derived.
 CG1199
 CG1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV7458191308(NAD 83)
 CG1199_MARKER: DS = TRIANGULATION STATION DISK
 CG1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1199+STABILITY: SURFACE MOTION
 CG1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1199+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 CG1199
 CG1199  HISTORY     - Date     Condition        Report By
 CG1199  HISTORY     - 1986     MONUMENTED       AZDT
 CG1199  HISTORY     - 19981001 GOOD             USPSQD
 CG1199  HISTORY     - 20020410 GOOD             INDIV
 CG1199  HISTORY     - 20030428 GOOD             NGS
 CG1199  HISTORY     - 20050513 GOOD             NGS
 CG1199
 CG1199                          STATION DESCRIPTION
 CG1199
 CG1199'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1199'THE STATION IS LOCATED 3-1/4 MILES EAST OF SIERRA VISTA ALONG THE
 CG1199'SOUTH SIDE OF STATE ROUTE 90 AT MILE POST 324.05.
 CG1199'
 CG1199'THE STATION MARK IS AN AZDT DISK STAMPED---UPS 1986---.  IT IS SET IN
 CG1199'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 95 FEET SOUTH OF THE
 CG1199'CENTER LINE OF SR 90 AND 2 FEET NORTH OF THE RIGHT OF WAY FENCE.
 CG1199'
 CG1199'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---UPS RM 1 1986---.  IT IS
 CG1199'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2-1/2 FEET NORTH OF
 CG1199'THE RIGHT OF WAY FENCE.
 CG1199'
 CG1199'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---UPS RM 2 1986---.  IT IS
 CG1199'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1199'RIGHT OF WAY FENCE.
 CG1199'
 CG1199'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1199'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TRAVEL EAST
 CG1199'ALONG STATE ROUTE 90 FOR 2.75 MILES TO THE STATION ON THE RIGHT.
 CG1199
 CG1199                          STATION RECOVERY (1998)
 CG1199
 CG1199'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1199'RECOVERED IN GOOD CONDITION.
 CG1199
 CG1199                          STATION RECOVERY (2002)
 CG1199
 CG1199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DPP)
 CG1199'RECOVERED AS DESCRIBED.  REFERENCE MARKS NOT SEARCHED FOR.  RECENT
 CG1199'CONSTRUCTION IN AREA.
 CG1199
 CG1199                          STATION RECOVERY (2003)
 CG1199
 CG1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1199'STATION IS OPPOSITE OFFICES OF UPS AT 6447 EAST HWY 90.
 CG1199
 CG1199                          STATION RECOVERY (2005)
 CG1199
 CG1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CG1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0949 ***********************************************************************
 ES0949  DESIGNATION -  USE
 ES0949  PID         -  ES0949
 ES0949  STATE/COUNTY-  AZ/NAVAJO
 ES0949  USGS QUAD   -  HEBER (1990)
 ES0949
 ES0949                         *CURRENT SURVEY CONTROL
 ES0949  ___________________________________________________________________
 ES0949* NAD 83(1992)-  34 26 57.59776(N)    110 31 37.93627(W)     ADJUSTED  
 ES0949* NAVD 88     -      1967.5    (meters)    6455.     (feet)  VERTCON   
 ES0949  ___________________________________________________________________
 ES0949  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ES0949  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ES0949  HORZ ORDER  -  SECOND
 ES0949
 ES0949.The horizontal coordinates were established by classical geodetic methods
 ES0949.and adjusted by the National Geodetic Survey in August 1993.
 ES0949
 ES0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0949
 ES0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0949
 ES0949.The geoid height was determined by GEOID03.
 ES0949
 ES0949;                    North         East     Units Scale Factor Converg.
 ES0949;SPC AZ E     -   382,550.711   180,231.424   MT  0.99991352   -0 12 14.2
 ES0949;SPC AZ E     - 1,255,087.63    591,310.45   iFT  0.99991352   -0 12 14.2
 ES0949;UTM  12      - 3,812,080.290   543,430.581   MT  0.99962325   +0 16 02.8
 ES0949
 ES0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0949!SPC AZ E     -   0.99969499  x   0.99991352  =   0.99960854
 ES0949!UTM  12      -   0.99969499  x   0.99962325  =   0.99931836
 ES0949
 ES0949|---------------------------------------------------------------------|
 ES0949| PID    Reference Object                     Distance      Geod. Az  |
 ES0949|                                                           dddmmss.s |
 ES0949| ES0923 MO                                  394.454 METERS 21641     |
 ES0949|---------------------------------------------------------------------|
 ES0949
 ES0949                          SUPERSEDED SURVEY CONTROL
 ES0949
 ES0949  NAD 83(1986)-  34 26 57.59101(N)    110 31 37.94028(W) AD(       ) 2
 ES0949  NGVD 29 (08/03/87) 1966.5    (m)         6452.     (f) VERT ANG    3  
 ES0949
 ES0949.Superseded values are not recommended for survey control.
 ES0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0949.See file dsdata.txt to determine how the superseded data were derived.
 ES0949
 ES0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4343112080(NAD 83)
 ES0949_MARKER: DS = TRIANGULATION STATION DISK
 ES0949_SETTING: 66 = SET IN ROCK OUTCROP
 ES0949_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0949+STABILITY: POSITION/ELEVATION WELL
 ES0949
 ES0949  HISTORY     - Date     Condition        Report By
 ES0949  HISTORY     - 1984     MONUMENTED       AZDT
 ES0949
 ES0949                          STATION DESCRIPTION
 ES0949
 ES0949'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0949'THE STATION IS LOCATED 4-1/2 MILES NORTHEAST OF HEBER ALONG THE WEST
 ES0949'SIDE OF STATE ROUTE 277.
 ES0949'
 ES0949'THE STATION MARK IS AN AZDT DISK STAMPED---USE 1984---.  IT IS SET IN
 ES0949'A DRILL HOLE IN AN OUTCROP OF BEDROCK 115 FEET NORTHWEST OF THE CENTER
 ES0949'LINE OF THE HIGHWAY. 17 FEET SOUTHWEST OF THE WITNESS POST AND 10 FEET
 ES0949'NORTHWEST OF THE WITNESS POST.
 ES0949'
 ES0949'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0949'AND STATE ROUTE 260 TRAVEL EAST ALONG S.R. 260 FOR 1.8 MILES TO THE
 ES0949'JUNCTION OF STATE ROUTE 277.  BARE LEFT ALONG S.R. 277 FOR 3.6 MILES
 ES0949'TO MILE POST 309.4 AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2201 ***********************************************************************
 DU2201  DESIGNATION -  USERY RESET
 DU2201  PID         -  DU2201
 DU2201  STATE/COUNTY-  AZ/MARICOPA
 DU2201  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU2201
 DU2201                         *CURRENT SURVEY CONTROL
 DU2201  ___________________________________________________________________
 DU2201* NAD 83(1992)-  33 30 01.48051(N)    111 38 26.27783(W)     ADJUSTED  
 DU2201* NAVD 88     -       906.     (meters)    2972.     (feet)  VERTCON   
 DU2201  ___________________________________________________________________
 DU2201  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DU2201  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU2201  HORZ ORDER  -  FIRST
 DU2201
 DU2201.The horizontal coordinates were established by classical geodetic methods
 DU2201.and adjusted by the National Geodetic Survey in August 1993.
 DU2201
 DU2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2201
 DU2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2201
 DU2201.The geoid height was determined by GEOID03.
 DU2201
 DU2201;                    North         East     Units Scale Factor Converg.
 DU2201;SPC AZ C     -   277,280.163   239,007.128   MT  0.99990811   +0 09 08.5
 DU2201;SPC AZ C     -   909,711.82    784,144.12   iFT  0.99990811   +0 09 08.5
 DU2201;UTM  12      - 3,706,948.435   440,494.382   MT  0.99964365   -0 21 13.0
 DU2201
 DU2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2201!SPC AZ C     -   0.99986235  x   0.99990811  =   0.99977047
 DU2201!UTM  12      -   0.99986235  x   0.99964365  =   0.99950605
 DU2201
 DU2201:                Primary Azimuth Mark                     Grid Az
 DU2201:SPC AZ C     -  USERY RM 3 AZIMUTH                       138 21 50.3
 DU2201:UTM  12      -  USERY RM 3 AZIMUTH                       138 52 11.8
 DU2201
 DU2201|---------------------------------------------------------------------|
 DU2201| PID    Reference Object                     Distance      Geod. Az  |
 DU2201|                                                           dddmmss.s |
 DU2201| CH5638 USERY RM 3 AZIMUTH                                 1383058.8 |
 DU2201| CH5635 USERY AZ MK                                        1383110.0 |
 DU2201| CH5636 USERY RM 1                            6.906 METERS 27825     |
 DU2201| DU2200 USERY RM CROSS                        4.715 METERS 35407     |
 DU2201| CH5637 USERY RM 2                           12.657 METERS 35706     |
 DU2201|---------------------------------------------------------------------|
 DU2201
 DU2201                          SUPERSEDED SURVEY CONTROL
 DU2201
 DU2201  NAD 83(1986)-  33 30 01.47529(N)    111 38 26.28243(W) AD(       ) 1
 DU2201  NAD 27      -  33 30 01.31300(N)    111 38 23.79500(W) AD(       ) 1
 DU2201  NGVD 29 (11/30/89)  906.     (m)         2972.     (f) VERT ANG    3  
 DU2201
 DU2201.Superseded values are not recommended for survey control.
 DU2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2201.See file dsdata.txt to determine how the superseded data were derived.
 DU2201
 DU2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4049406948(NAD 83)
 DU2201_MARKER: DS = TRIANGULATION STATION DISK
 DU2201_SETTING: 66 = SET IN ROCK OUTCROP
 DU2201_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2201+STABILITY: POSITION/ELEVATION WELL
 DU2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2201+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 DU2201
 DU2201  HISTORY     - Date     Condition        Report By
 DU2201  HISTORY     - 1973     MONUMENTED       NGS
 DU2201  HISTORY     - 1973     GOOD             NGS
 DU2201  HISTORY     - 1981     GOOD             AZDT
 DU2201  HISTORY     - 1983     GOOD             AZDT
 DU2201  HISTORY     - 20061228 GOOD             GEOCAC
 DU2201
 DU2201                          STATION DESCRIPTION
 DU2201
 DU2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 DU2201'THE STATION MARK AND BOULDER IN WHICH IT WAS SET WERE REMOVED
 DU2201'BY VANDALS.  REFERENCE MARKS 1 AND 2 AND THE CROSS ON ROCK WERE
 DU2201'RECOVERED IN GOOD CONDITION.  A R.M. 3 AZIMUTH MARK BELIEVED
 DU2201'SET IN 1935 WAS FOUND AND CUT IN AT THIS TIME, HOWEVER A LONG
 DU2201'SEARCH WAS MADE FOR THE 1946 AZIMUTH MARK WITHOUT FINDING THE
 DU2201'MARK.  THE STATION WAS REMONUMENTED ON THE ORIGINAL POSITION AT
 DU2201'THIS TIME AND THE ANGLES AND DISTANCES CHECKED.
 DU2201'
 DU2201'THE STATION MARK IS A STANDARD DISK STAMPED, USERY USGS 1935
 DU2201'1973.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH IS BURIED
 DU2201'10 INCHES BELOW THE GROUND SURFACE.
 DU2201'
 DU2201'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, USERY NO 1 1935.
 DU2201'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 DU2201'10 FEET LOWER THAN THE STATION.
 DU2201'
 DU2201'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, USERY NO 2 1935.
 DU2201'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 DU2201'1 FOOT AND IS ABOUT 10 FEET LOWER THAN THE STATION.
 DU2201'
 DU2201'CROSS ON ROCK IS ABOUT A 4 INCH CROSS CHIPED INTO A LARGE
 DU2201'BOULDER WHICH IS ABOUT THE SAME ELEVATION AS THE STATION.
 DU2201'
 DU2201'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED, USERY
 DU2201'AZIMUTH NO 3 1935.  IT IS SET IN TOP OF A LONG LOW ROCK OUTCROP
 DU2201'WHICH IS AT THE NORTHWEST END OF A 10 FOOT HIGH BROKEN OUTCROP.
 DU2201'
 DU2201'TO REACH THE STATION FROM COUNTRY CLUB STREET AND U.S. HIGHWAYS
 DU2201'80, 89 AND 60 IN MESA, GO EAST ALONG HIGHWAYS 80, 89 AND 60 FOR
 DU2201'9-1/2 MILES TO BUSH HIGHWAY.  TURN LEFT ALONG BUSH HIGHWAY FOR
 DU2201'0.5 MILE TO USERY PASS ROAD ON THE RIGHT (THIS IS JUST NORTH OF
 DU2201'UNIVERSITY DR).  TURN RIGHT AND GO NORTHEAST AND NORTH FOR
 DU2201'6 MILES TO A PAVED ROAD LEFT AT SIGN, MICRO-WAVE STATION.  TURN
 DU2201'LEFT FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AT A ROAD
 DU2201'CUT.  THIS POINT IS JUST PAST THE WORD PHOENIX WRITTEN ON THE
 DU2201'MOUNTAIN, CONTINUE AHEAD 0.5 MILE TO TOP OF PASS NEAR THE
 DU2201'MICRO-WAVE STATION.  PACK IN A NORTHWEST DIRECTION TO THE
 DU2201'TOP OF THE SECOND PEAK AND THE STATION.  (A 40 MINUTE
 DU2201'PACK WITH A LOAD).
 DU2201'
 DU2201'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2201'
 DU2201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 DU2201'EAST-NORTHEAST OF MESA
 DU2201
 DU2201                          STATION RECOVERY (1973)
 DU2201
 DU2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (TT)
 DU2201'THE STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED AND FOUND IN
 DU2201'GOOD CONDITION.  THE ANGLES TO THE REFERENCE MARKS CHECKED THE
 DU2201'1973 VALUES BY 6 SECONDS AND THE DISTANCE TO R.M. 1 CHECKED
 DU2201'FLAT, R.M. 2 BY 0.007 METERS.
 DU2201'
 DU2201'THE TO REACH DESCRIPTION OF 1973 IS ADEQUATE.
 DU2201'
 DU2201'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2201'
 DU2201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 DU2201'EAST-NORTHEAST OF MESA
 DU2201
 DU2201                          STATION RECOVERY (1981)
 DU2201
 DU2201'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 DU2201'THE STATION WAS RECOVERED AS DESCRIBED IN 1973.  THE ROUTE TO THE
 DU2201'STATION IS ADEQUATE.
 DU2201
 DU2201                          STATION RECOVERY (1983)
 DU2201
 DU2201'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DU2201'THE STATION WAS RECOVERED AS DESCRIBED IN 1973.
 DU2201
 DU2201                          STATION RECOVERY (2006)
 DU2201
 DU2201'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2201'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK CROSS IN
 DU2201'GOOD CONDITION, AND REFERENCE MARK 2 IN POOR CONDITION AS DESCRIBED
 DU2201'WITH THE FOLLOWING UPDATE TO THE DESCRIPTION   REFERENCE MARK 2 WAS
 DU2201'REMOVED BY VANDALS   ONLY THE STEM OF THE MARK IS IN THE BOLDER,
 DU2201'REFERENCE MARK 2 IS 4 FEET EAST OF A WITNESS POST, AND THE STATION
 DU2201'MARK IS BURIED 6 INCHES BELOW THE SURFACE.
 DU2201' 
 DU2201'LOOKED FOR THE AZIMUTH MARK IN THE BOULDERS ON THE LEFT SIDE OF THE
 DU2201'ROAD JUST PAST THE WORD PHOENIX WRITTEN ON THE MOUNTAIN, BUT DID NOT
 DU2201'FIND IT.
 DU2201' 
 DU2201'UPDATE TO THE TO REACH DESCRIPTION   THE ROAD TO THE MICROWAVE STATION
 DU2201'IS CALLED MICROWAVE TOWER ROAD AND IS MARKED AS A PRIVATE ROAD.
 DU2201'APPROXIMATELY 1 MILE ON MICROWAVE TOWER ROAD FROM USERY PASS ROAD IS A
 DU2201'LOCKED GATE. A PACK FROM TO THE STATION THE GATE IS APPROXIMATELY 1
 DU2201'HOUR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2200 ***********************************************************************
 DU2200  DESIGNATION -  USERY RM CROSS
 DU2200  PID         -  DU2200
 DU2200  STATE/COUNTY-  AZ/MARICOPA
 DU2200  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU2200
 DU2200                         *CURRENT SURVEY CONTROL
 DU2200  ___________________________________________________________________
 DU2200* NAD 83(1992)-  33 30 01.63274(N)    111 38 26.29653(W)     ADJUSTED  
 DU2200* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 DU2200  ___________________________________________________________________
 DU2200  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DU2200  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DU2200  HORZ ORDER  -  SECOND
 DU2200
 DU2200.The horizontal coordinates were established by classical geodetic methods
 DU2200.and adjusted by the National Geodetic Survey in August 1993.
 DU2200
 DU2200.The orthometric height was scaled from a topographic map.
 DU2200
 DU2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2200
 DU2200.The geoid height was determined by GEOID03.
 DU2200
 DU2200;                    North         East     Units Scale Factor Converg.
 DU2200;SPC AZ C     -   277,284.852   239,006.633   MT  0.99990811   +0 09 08.5
 DU2200;SPC AZ C     -   909,727.20    784,142.50   iFT  0.99990811   +0 09 08.5
 DU2200;UTM  12      - 3,706,953.127   440,493.928   MT  0.99964365   -0 21 13.0
 DU2200
 DU2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2200!SPC AZ C     -   0.99986213  x   0.99990811  =   0.99977025
 DU2200!UTM  12      -   0.99986213  x   0.99964365  =   0.99950583
 DU2200
 DU2200                          SUPERSEDED SURVEY CONTROL
 DU2200
 DU2200  NAD 83(1986)-  33 30 01.62753(N)    111 38 26.30113(W) AD(       ) 2
 DU2200  NAD 27      -  33 30 01.46500(N)    111 38 23.81400(W) AD(       ) 2
 DU2200
 DU2200.Superseded values are not recommended for survey control.
 DU2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2200.See file dsdata.txt to determine how the superseded data were derived.
 DU2200
 DU2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4049406953(NAD 83)
 DU2200_MARKER: X = CHISELED CROSS
 DU2200_SETTING: 0 = UNSPECIFIED SETTING
 DU2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2200+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 DU2200
 DU2200  HISTORY     - Date     Condition        Report By
 DU2200  HISTORY     - 1946     MONUMENTED       CGS
 DU2200  HISTORY     - 20061228 GOOD             GEOCAC
 DU2200
 DU2200                          STATION DESCRIPTION
 DU2200
 DU2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DU2200'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE USERY
 DU2200'MOUNTAINS, WHICH ARE IN APPROXIMATE AIRLINE DISTANCES 2 MILES
 DU2200'SOUTH OF THE JUNCTION OF THE SALT AND VERDE RIVERS, 16 MILES
 DU2200'NORTHEAST OF MESA, AND 3 MILES SOUTHEAST OF THE GRANITE REEF
 DU2200'DAM IN THE SALT RIVER.  THE USERY MOUNTAINS RUN IN A NORTH-SOUTH
 DU2200'DIRECTION AND THE STATION IS ON THE SECOND PROMINENT POINT
 DU2200'FROM THE NORTH.  LARGE ROCK IS ABOUT 10 FEET EAST BY SOUTH
 DU2200'OF STATION USERY USGS.
 DU2200'
 DU2200'THE CROSS ON THE ROCK IS A REGULAR CROSS WITH THE LONG LEG
 DU2200'AN ARROW POINTING TOWARD STATION USERY USGS.  IT IS SCRATCHED ON A
 DU2200'BOULDER WHICH PROJECTS 2 FEET ABOVE THE SURROUNDING SURFACE AND
 DU2200'IS ABOUT 6 INCHES BELOW STATION USERY USGS.  IT IS LOCATED NORTH OF
 DU2200'STATION USERY USGS.
 DU2200
 DU2200                          STATION RECOVERY (2006)
 DU2200
 DU2200'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2200'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU2200'THE DESCRIPTION   STATION USERY HAS BEEN REPLACED BY STATION USERY
 DU2200'RESET DU2201, THE STATION IS ABOUT 15.5 FEET NORTH OF STATION USERY
 DU2200'RESET, AND IS ABOUT LEVEL WITH STATION USERY RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0820 ***********************************************************************
 DA0820  DESIGNATION -  USTED
 DA0820  PID         -  DA0820
 DA0820  STATE/COUNTY-  AZ/MARICOPA
 DA0820  USGS QUAD   -  SENTINEL (1986)
 DA0820
 DA0820                         *CURRENT SURVEY CONTROL
 DA0820  ___________________________________________________________________
 DA0820* NAD 83(1992)-  32 51 53.84190(N)    113 09 44.55472(W)     ADJUSTED  
 DA0820* NAVD 88     -       226.571  (meters)     743.34   (feet)  ADJUSTED  
 DA0820  ___________________________________________________________________
 DA0820  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DA0820  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DA0820  DYNAMIC HT  -         226.309 (meters)     742.48  (feet)  COMP
 DA0820  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DA0820
 DA0820  HORZ ORDER  -  SECOND
 DA0820  VERT ORDER  -  FIRST     CLASS II
 DA0820
 DA0820.The horizontal coordinates were established by classical geodetic methods
 DA0820.and adjusted by the National Geodetic Survey in August 1993.
 DA0820
 DA0820.The orthometric height was determined by differential leveling
 DA0820.and adjusted in June 1991.
 DA0820
 DA0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0820
 DA0820.The geoid height was determined by GEOID03.
 DA0820
 DA0820.The dynamic height is computed by dividing the NAVD 88
 DA0820.geopotential number by the normal gravity value computed on the
 DA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0820.degrees latitude (g = 980.6199 gals.).
 DA0820
 DA0820.The modeled gravity was interpolated from observed gravity values.
 DA0820
 DA0820;                    North         East     Units Scale Factor Converg.
 DA0820;SPC AZ C     -   207,464.052    96,775.258   MT  1.00006754   -0 40 33.9
 DA0820;SPC AZ C     -   680,656.34    317,504.13   iFT  1.00006754   -0 40 33.9
 DA0820;UTM  12      - 3,638,388.589   297,672.751   MT  1.00010478   -1 10 25.8
 DA0820
 DA0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0820!SPC AZ C     -   0.99996941  x   1.00006754  =   1.00003695
 DA0820!UTM  12      -   0.99996941  x   1.00010478  =   1.00007419
 DA0820
 DA0820:                Primary Azimuth Mark                     Grid Az
 DA0820:SPC AZ C     -  D 354                                    074 28 19.0
 DA0820:UTM  12      -  D 354                                    074 58 10.9
 DA0820
 DA0820|---------------------------------------------------------------------|
 DA0820| PID    Reference Object                     Distance      Geod. Az  |
 DA0820|                                                           dddmmss.s |
 DA0820| DA0823 D 354                               APPROX. 1.8 KM 0734745.1 |
 DA0820| DA0821 USTED RM 1                            6.858 METERS 23123     |
 DA0820| DA0822 USTED RM 2                            7.135 METERS 31115     |
 DA0820|---------------------------------------------------------------------|
 DA0820
 DA0820                          SUPERSEDED SURVEY CONTROL
 DA0820
 DA0820  NAD 83(1986)-  32 51 53.83622(N)    113 09 44.56075(W) AD(       ) 2
 DA0820  NAD 27      -  32 51 53.65800(N)    113 09 41.91060(W) AD(       ) 2
 DA0820  NGVD 29 (??/??/92)  225.955  (m)          741.32   (f) ADJ UNCH    1 2
 DA0820
 DA0820.Superseded values are not recommended for survey control.
 DA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0820.See file dsdata.txt to determine how the superseded data were derived.
 DA0820
 DA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB9767338389(NAD 83)
 DA0820_MARKER: DS = TRIANGULATION STATION DISK
 DA0820_SETTING: 80 = SET IN A BOULDER
 DA0820_SP_SET: BOULDER
 DA0820_STAMPING: USTED 1960
 DA0820_MARK LOGO: CGS   
 DA0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0820+STABILITY: SURFACE MOTION
 DA0820
 DA0820  HISTORY     - Date     Condition        Report By
 DA0820  HISTORY     - 1960     MONUMENTED       CGS
 DA0820  HISTORY     - 1960     GOOD             CGS
 DA0820  HISTORY     - 1968     GOOD             AMS
 DA0820  HISTORY     - 1980     GOOD             NGS
 DA0820  HISTORY     - 1980     GOOD             NGS
 DA0820
 DA0820                          STATION DESCRIPTION
 DA0820
 DA0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA0820'THE STATION IS 3.1 MILES EASTERLY ALONG U.S. HIGHWAY 80 FROM
 DA0820'THE SENTINEL POST OFFICE, 146 FEET NORTH OF THE CENTER LINE
 DA0820'OF THE WEST BOUND LANES AND 6 FEET NORTHWEST OF A METAL WITNESS
 DA0820'POST WITH SIGN ATTACHED.
 DA0820'
 DA0820'THE STATION MARK, STAMPED USTED 1960, IS A STANDARD DISK
 DA0820'SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.
 DA0820'
 DA0820'REFERENCE MARK 1, STAMPED USTED NO 1 1960, IS A STANDARD
 DA0820'DISK SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING
 DA0820'6 INCHES.
 DA0820'
 DA0820'REFERENCE MARK 2, STAMPED USTED NO 2 1960, IS A STANDARD
 DA0820'DISK SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING
 DA0820'4 INCHES.
 DA0820'
 DA0820'THE AZIMUTH MARK, STAMPED D 354 1960, IS A STANDARD BENCH
 DA0820'MARK DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DA0820'WHICH PROJECTS ABOUT 18 INCHES.  IT IS 1.15 MILES EAST OF
 DA0820'THE STATION, 52 FEET NORTH OF THE CENTER LINE OF THE WEST
 DA0820'BOUND LANES, 12 FEET NORTH OF THE TOP OF THE CUT BANK AND 4 FEET
 DA0820'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DA0820
 DA0820                          STATION RECOVERY (1960)
 DA0820
 DA0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DA0820'3.1 MI E FROM SENTINEL.
 DA0820'3.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0820'146 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 23.41
 DA0820'FEET SOUTH OF R.M. 2, 22.50 FEET EAST OF R.M. 1, 6 FEET NORTHWEST OF A
 DA0820'METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN A BOULDER
 DA0820'PROJECTING 4 INCHES.
 DA0820
 DA0820                          STATION RECOVERY (1968)
 DA0820
 DA0820'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CT)
 DA0820'STATION MARK AND R.M.S RECOVERED AS DESCRIBED
 DA0820
 DA0820                          STATION RECOVERY (1980)
 DA0820
 DA0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0820'4.8 KM (2.9 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0820'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, AT HIGHWAY MILEPOST 90, SET
 DA0820'IN TOP OF A BOULDER PROJECTING 10 CM (4 IN), 44.5 METERS (146 FT)
 DA0820'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE,
 DA0820'16.5 METERS (54.0 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0820'FENCE.
 DA0820'THE MARK IS 1.8 METERS  NW FROM A WITNESS POST.
 DA0820'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
 DA0820
 DA0820                          STATION RECOVERY (1980)
 DA0820
 DA0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0820'4.8 KM (2.9 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0820'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, AT HIGHWAY MILEPOST 90, SET
 DA0820'IN TOP OF A BOULDER PROJECTING 10 CM (4 IN), 44.5 METERS (146 FT)
 DA0820'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE,
 DA0820'16.5 METERS (54.0 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0820'FENCE.
 DA0820'THE MARK IS 1.8 METERS  NW FROM A WITNESS POST.
 DA0820'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0821 ***********************************************************************
 DA0821  DESIGNATION -  USTED RM 1
 DA0821  PID         -  DA0821
 DA0821  STATE/COUNTY-  AZ/MARICOPA
 DA0821  USGS QUAD   -  SENTINEL (1986)
 DA0821
 DA0821                         *CURRENT SURVEY CONTROL
 DA0821  ___________________________________________________________________
 DA0821* NAD 83(1986)-  32 51 53.     (N)    113 09 44.     (W)     SCALED    
 DA0821* NAVD 88     -       226.635  (meters)     743.55   (feet)  ADJUSTED  
 DA0821  ___________________________________________________________________
 DA0821  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DA0821  DYNAMIC HT  -         226.372 (meters)     742.69  (feet)  COMP
 DA0821  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DA0821
 DA0821  VERT ORDER  -  FIRST     CLASS II
 DA0821
 DA0821.The horizontal coordinates were scaled from a topographic map and have
 DA0821.an estimated accuracy of +/- 6 seconds.
 DA0821
 DA0821.The orthometric height was determined by differential leveling
 DA0821.and adjusted in June 1991.
 DA0821
 DA0821.The geoid height was determined by GEOID03.
 DA0821
 DA0821.The dynamic height is computed by dividing the NAVD 88
 DA0821.geopotential number by the normal gravity value computed on the
 DA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0821.degrees latitude (g = 980.6199 gals.).
 DA0821
 DA0821.The modeled gravity was interpolated from observed gravity values.
 DA0821
 DA0821;                    North         East    Units  Estimated Accuracy
 DA0821;SPC AZ C     -   207,440.       96,790.      MT  (+/- 180 meters Scaled)
 DA0821
 DA0821                          SUPERSEDED SURVEY CONTROL
 DA0821
 DA0821  NGVD 29 (??/??/92)  226.019  (m)          741.53   (f) ADJ UNCH    1 2
 DA0821
 DA0821.Superseded values are not recommended for survey control.
 DA0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0821.See file dsdata.txt to determine how the superseded data were derived.
 DA0821
 DA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB976383(NAD 83)
 DA0821_MARKER: DR = REFERENCE MARK DISK
 DA0821_SETTING: 80 = SET IN A BOULDER
 DA0821_SP_SET: BOULDER
 DA0821_STAMPING: USTED NO 1 1960
 DA0821_MARK LOGO: CGS   
 DA0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0821+STABILITY: SURFACE MOTION
 DA0821
 DA0821  HISTORY     - Date     Condition        Report By
 DA0821  HISTORY     - 1960     MONUMENTED       CGS
 DA0821  HISTORY     - 1980     GOOD             NGS
 DA0821  HISTORY     - 1980     GOOD             NGS
 DA0821
 DA0821                          STATION DESCRIPTION
 DA0821
 DA0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0821'3.1 MI E FROM SENTINEL.
 DA0821'3.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0821'22.50 FEET WEST OF THE STATION, SET IN A DRILL HOLE IN A BOULDER
 DA0821'PROJECTING 6 INCHES.
 DA0821
 DA0821                          STATION RECOVERY (1980)
 DA0821
 DA0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0821'4.8 KM (3.0 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0821'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, AT HIGHWAY MILEPOST 90, SET
 DA0821'IN TOP OF A BOULDER PROJECTING 15 CM (6 IN), 6.9 METERS (22.5 FT)
 DA0821'WEST OF TRIANGULATION STATION USTED, 41.8 METERS (137 FT) NORTHWEST
 DA0821'OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE, 13.7
 DA0821'METERS (45.0 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0821'FENCE.
 DA0821'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
 DA0821
 DA0821                          STATION RECOVERY (1980)
 DA0821
 DA0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0821'4.8 KM (3.0 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0821'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, AT HIGHWAY MILEPOST 90, SET
 DA0821'IN TOP OF A BOULDER PROJECTING 15 CM (6 IN), 6.9 METERS (22.5 FT)
 DA0821'WEST OF TRIANGULATION STATION USTED, 41.8 METERS (137 FT) NORTHWEST
 DA0821'OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE, 13.7
 DA0821'METERS (45.0 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0821'FENCE.
 DA0821'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0822 ***********************************************************************
 DA0822  DESIGNATION -  USTED RM 2
 DA0822  PID         -  DA0822
 DA0822  STATE/COUNTY-  AZ/MARICOPA
 DA0822  USGS QUAD   -  SENTINEL (1986)
 DA0822
 DA0822                         *CURRENT SURVEY CONTROL
 DA0822  ___________________________________________________________________
 DA0822* NAD 83(1986)-  32 51 53.     (N)    113 09 44.     (W)     SCALED    
 DA0822* NAVD 88     -       226.664  (meters)     743.65   (feet)  ADJUSTED  
 DA0822  ___________________________________________________________________
 DA0822  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DA0822  DYNAMIC HT  -         226.402 (meters)     742.79  (feet)  COMP
 DA0822  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DA0822
 DA0822  VERT ORDER  -  FIRST     CLASS II
 DA0822
 DA0822.The horizontal coordinates were scaled from a topographic map and have
 DA0822.an estimated accuracy of +/- 6 seconds.
 DA0822
 DA0822.The orthometric height was determined by differential leveling
 DA0822.and adjusted in June 1991.
 DA0822
 DA0822.The geoid height was determined by GEOID03.
 DA0822
 DA0822.The dynamic height is computed by dividing the NAVD 88
 DA0822.geopotential number by the normal gravity value computed on the
 DA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0822.degrees latitude (g = 980.6199 gals.).
 DA0822
 DA0822.The modeled gravity was interpolated from observed gravity values.
 DA0822
 DA0822;                    North         East    Units  Estimated Accuracy
 DA0822;SPC AZ C     -   207,440.       96,790.      MT  (+/- 180 meters Scaled)
 DA0822
 DA0822                          SUPERSEDED SURVEY CONTROL
 DA0822
 DA0822  NGVD 29 (??/??/92)  226.049  (m)          741.63   (f) ADJ UNCH    1 2
 DA0822
 DA0822.Superseded values are not recommended for survey control.
 DA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0822.See file dsdata.txt to determine how the superseded data were derived.
 DA0822
 DA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB976383(NAD 83)
 DA0822_MARKER: DR = REFERENCE MARK DISK
 DA0822_SETTING: 80 = SET IN A BOULDER
 DA0822_SP_SET: BOULDER
 DA0822_STAMPING: USTED NO 2 1960
 DA0822_MARK LOGO: CGS   
 DA0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0822+STABILITY: SURFACE MOTION
 DA0822
 DA0822  HISTORY     - Date     Condition        Report By
 DA0822  HISTORY     - 1960     MONUMENTED       CGS
 DA0822  HISTORY     - 1980     GOOD             NGS
 DA0822  HISTORY     - 1980     GOOD             NGS
 DA0822
 DA0822                          STATION DESCRIPTION
 DA0822
 DA0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0822'3.1 MI E FROM SENTINEL.
 DA0822'3.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT SENTINEL,
 DA0822'23.41 FEET NORTH OF THE STATION, SET IN A DRILL HOLE IN A BOULDER
 DA0822'PROJECTING 6 INCHES.
 DA0822
 DA0822                          STATION RECOVERY (1980)
 DA0822
 DA0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0822'4.8 KM (3.0 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0822'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, AT HIGHWAY MILEPOST 90, SET
 DA0822'IN TOP OF A BOULDER PROJECTING 10 CM (4 IN), 7.1 METERS (23.4 FT)
 DA0822'NORTH-NORTHWEST OF TRIANGULATION STATION USTED, 50.1 METERS (164.5 FT)
 DA0822'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE,
 DA0822'22.1 METERS (72.5 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0822'FENCE.
 DA0822'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
 DA0822
 DA0822                          STATION RECOVERY (1980)
 DA0822
 DA0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0822'4.8 KM (3.0 MI) NORTHEAST ALONG THE EAST-BOUND LANES OF INTERSTATE
 DA0822'HIGHWAY 8 FROM THE OVERPASS IN SENTINEL, AT HIGHWAY MILEPOST 90, SET
 DA0822'IN TOP OF A BOULDER PROJECTING 10 CM (4 IN), 7.1 METERS (23.4 FT)
 DA0822'NORTH-NORTHWEST OF TRIANGULATION STATION USTED, 50.1 METERS (164.5 FT)
 DA0822'NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE INTERSTATE,
 DA0822'22.1 METERS (72.5 FT) NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY
 DA0822'FENCE.
 DA0822'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0910 ***********************************************************************
 EU0910  DESIGNATION -  UTE
 EU0910  PID         -  EU0910
 EU0910  STATE/COUNTY-  AZ/MOHAVE
 EU0910  USGS QUAD   -  YUCCA (1970)
 EU0910
 EU0910                         *CURRENT SURVEY CONTROL
 EU0910  ___________________________________________________________________
 EU0910* NAD 83(1992)-  34 51 59.72298(N)    114 14 45.45930(W)     ADJUSTED  
 EU0910* NAVD 88     -      1080.5    (meters)    3545.     (feet)  VERTCON   
 EU0910  ___________________________________________________________________
 EU0910  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 EU0910  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 EU0910  HORZ ORDER  -  SECOND
 EU0910
 EU0910.The horizontal coordinates were established by classical geodetic methods
 EU0910.and adjusted by the National Geodetic Survey in August 1993.
 EU0910
 EU0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0910
 EU0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0910
 EU0910.The geoid height was determined by GEOID03.
 EU0910
 EU0910;                    North         East     Units Scale Factor Converg.
 EU0910;SPC AZ W     -   428,901.737   168,014.100   MT  0.99995867   -0 17 00.7
 EU0910;SPC AZ W     - 1,407,157.93    551,227.36   iFT  0.99995867   -0 17 00.7
 EU0910;UTM  11      - 3,861,708.975   751,751.685   MT  1.00038121   +1 34 30.8
 EU0910
 EU0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0910!SPC AZ W     -   0.99983513  x   0.99995867  =   0.99979381
 EU0910!UTM  11      -   0.99983513  x   1.00038121  =   1.00021628
 EU0910
 EU0910:                Primary Azimuth Mark                     Grid Az
 EU0910:SPC AZ W     -  YUCCA                                    031 22 35.1
 EU0910:UTM  11      -  YUCCA                                    029 31 03.6
 EU0910
 EU0910|---------------------------------------------------------------------|
 EU0910| PID    Reference Object                     Distance      Geod. Az  |
 EU0910|                                                           dddmmss.s |
 EU0910| EU0915 YUCCA                               APPROX. 3.5 KM 0310534.4 |
 EU0910| CC5802 UTE RM 1                              4.555 METERS 11144     |
 EU0910| EU0904 LOS ANGELES PRESCOTT AWY BN 28      APPROX.13.9 KM 1261859.3 |
 EU0910| EU0911 UTE CAIRN                             2.010 METERS 17347     |
 EU0910| EU0938 ROCKY PEAK BLACK MTN RANGE          APPROX. 1.8 KM 1950130.5 |
 EU0910| CC5803 UTE RM 2                              6.528 METERS 25827     |
 EU0910|---------------------------------------------------------------------|
 EU0910
 EU0910                          SUPERSEDED SURVEY CONTROL
 EU0910
 EU0910  NAD 83(1986)-  34 51 59.72464(N)    114 14 45.46432(W) AD(       ) 2
 EU0910  NAD 27      -  34 51 59.70400(N)    114 14 42.62800(W) AD(       ) 2
 EU0910  NGVD 29 (07/19/86) 1079.7    (m)         3542.     (f) VERT ANG    3  
 EU0910
 EU0910.Superseded values are not recommended for survey control.
 EU0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0910.See file dsdata.txt to determine how the superseded data were derived.
 EU0910
 EU0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5175261709(NAD 83)
 EU0910_MARKER: DS = TRIANGULATION STATION DISK
 EU0910_SETTING: 66 = SET IN ROCK OUTCROP
 EU0910
 EU0910  HISTORY     - Date     Condition        Report By
 EU0910  HISTORY     - 1948     MONUMENTED       CGS
 EU0910
 EU0910                          STATION DESCRIPTION
 EU0910
 EU0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0910'THE STATION IS ON THE SUMMIT OF A PROMINENT KNOLL ON THE
 EU0910'WESTERN EDGE OF A HIGH PLATEAU, ABOUT 5 MILES, AIRLINE, WEST
 EU0910'BY NORTH OF YUCCA, 16 MILES NORTHEAST OF TOPOCK, AND 14 MILES
 EU0910'SOUTHEAST OF OATMAN.  THERE IS A POINT ON THE PLATEAU
 EU0910'(STA. YUCCA (USGS)) ABOUT 2 MILES NORTHEAST THAT IS HIGHER
 EU0910'THAN THE STATION HILL.
 EU0910'
 EU0910'THE STATION, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EU0910'BEDROCK WHICH IS FLUSH WITH THE SURROUNDING SURFACE, IS STAMPED
 EU0910'UTE 1948.  IT IS 6.6 FEET NORTH OF A ROCK CAIRN WHICH IS 6
 EU0910'FEET HIGH.
 EU0910'
 EU0910'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 EU0910'HOLE IN A MASS OF OUTCROPPING BEDROCK, PROJECTING 4 INCHES
 EU0910'ABOVE THE SURROUNDING SURFACE, IS STAMPED UTE NO 1 1948.
 EU0910'IT IS THE SAME ELEVATION AS THE STATION MARK.
 EU0910'
 EU0910'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 EU0910'HOLE IN A RECTANGULAR MASS OF BEDROCK, 30 INCHES LONG, 12
 EU0910'INCHES WIDE, FLUSH WITH THE SURROUNDING SURFACE, IS STAMPED
 EU0910'UTE NO 2 1948.  IT IS 3 FEET LOWER IN ELEVATION THAN THE
 EU0910'STATION MARK.
 EU0910'
 EU0910'STATION YUCCA (USGS) MAY BE USED FOR AN AZIMUTH MARK.
 EU0910'
 EU0910'TO REACH THE STATION FROM YUCCA GO NORTH ON THE ROAD TOWARD
 EU0910'KINGMAN ALONG THE EASTERN SIDE OF THE SANTA FE RAILROAD
 EU0910'TRACKS FOR 3.0 MILES TO AN UNDERPASS.  GO THROUGH THE
 EU0910'UNDERPASS AND TAKE A TRACK ROAD WESTERLY TOWARD THE HIGH
 EU0910'PLATEAU FOR 0.15 MILE TO A FORK.  TAKE THE LEFT HAND ROAD, MAIN
 EU0910'TRAVELED, AND GO 1.5 MILES TO THE EAST BANK OF SACRAMENTO
 EU0910'WASH.  CONTINUE INTO WASH TO THE WEST SIDE.  TURN RIGHT AND
 EU0910'GO NORTHERLY UP THE WASH FOR 0.15 MILE.  TURN SHARP LEFT OUT
 EU0910'OF THE WASH ONTO A DIM TRACK ROAD LEADING WESTERLY TOWARD THE
 EU0910'PLATEAU.  FOLLOWING THE TRACK ROAD WESTERLY 1.7 MILES TO
 EU0910'ITS END AT THE EASTERN BASE OF A STEEP HIGH BLUFF AND THE
 EU0910'END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY UP A WASH
 EU0910'ABOUT 1/4 MILE THENCE CONTINUE WEST UP A VERY STEEP RIDGE
 EU0910'THROUGH RIM ROCK TO THE SUMMIT OF A HIGH NORTH-SOUTH
 EU0910'RIDGE.  GO SOUTHERLY ON THE RIDGE ALONG THE LEFT SIDE OF A
 EU0910'DEEP RAVINE ABOUT 1/2 MILE TO ITS HEAD.  TURN RIGHT,
 EU0910'SOUTHWEST, CLIMB ANOTHER STEEP BUT SHORT SLOPE TO THE SUMMIT
 EU0910'OF A BENCH AND CONTINUE SOUTHWESTERLY ALONG ITS TOP
 EU0910'3/4 MILE TO STATION YUCCA (USGS).  FROM HERE THE KNOLL ON
 EU0910'WHICH UTE IS LOCATED CAN BE SEEN ABOUT 2 MILES SOUTHWEST.
 EU0910'HOWEVER, A SERIES OF DEEP CANYONS, SEPARATE THEM.  FOLLOW THE
 EU0910'TOP OF THE RIDGE SOUTHERLY THEN WEST, KEEPING TO THE HIGHEST
 EU0910'PORTIONS OF THE RIDGES, AND SKIRTING AROUND TO THE LEFT OF
 EU0910'THE CANYONS FOR APPROXIMATELY 3 MILES TO THE HIGHEST
 EU0910'POINT AND STATION.  A 4 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0911 ***********************************************************************
 EU0911  DESIGNATION -  UTE CAIRN
 EU0911  PID         -  EU0911
 EU0911  STATE/COUNTY-  AZ/MOHAVE
 EU0911  USGS QUAD   -  YUCCA (1970)
 EU0911
 EU0911                         *CURRENT SURVEY CONTROL
 EU0911  ___________________________________________________________________
 EU0911* NAD 83(1992)-  34 51 59.65814(N)    114 14 45.45072(W)     ADJUSTED  
 EU0911* NAVD 88     -              **(meters)            **(feet)            
 EU0911  ___________________________________________________________________
 EU0911  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 EU0911  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 EU0911  HORZ ORDER  -  THIRD
 EU0911
 EU0911.The horizontal coordinates were established by classical geodetic methods
 EU0911.and adjusted by the National Geodetic Survey in August 1993.
 EU0911
 EU0911
 EU0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0911
 EU0911.The geoid height was determined by GEOID03.
 EU0911
 EU0911;                    North         East     Units Scale Factor Converg.
 EU0911;SPC AZ W     -   428,899.738   168,014.308   MT  0.99995867   -0 17 00.7
 EU0911;SPC AZ W     - 1,407,151.37    551,228.04   iFT  0.99995867   -0 17 00.7
 EU0911;UTM  11      - 3,861,706.983   751,751.958   MT  1.00038122   +1 34 30.8
 EU0911
 EU0911                          SUPERSEDED SURVEY CONTROL
 EU0911
 EU0911  NAD 83(1986)-  34 51 59.65975(N)    114 14 45.45581(W) AD(       ) 4
 EU0911  NAD 27      -  34 51 59.63900(N)    114 14 42.62000(W) AD(       ) 3
 EU0911
 EU0911.Superseded values are not recommended for survey control.
 EU0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0911.See file dsdata.txt to determine how the superseded data were derived.
 EU0911
 EU0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5175261707(NAD 83)
 EU0911_MARKER: 72 = CAIRN
 EU0911
 EU0911  HISTORY     - Date     Condition        Report By
 EU0911  HISTORY     - 1948     FIRST OBSERVED   CGS
 EU0911
 EU0911                          STATION DESCRIPTION
 EU0911
 EU0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EU0911'CAIRN IS 6.6 FT. SOUTH OF STATION UTE.  IT IS 6 FT. HIGH
 EU0911'TO REACH THE STATION FROM YUCCA GO NORTH ON THE ROAD TOWARD
 EU0911'KINGMAN ALONG THE EASTERN SIDE OF THE SANTA FE RAILROAD
 EU0911'TRACKS FOR 3.0 MILES TO AN UNDERPASS.  GO THROUGH THE
 EU0911'UNDERPASS AND TAKE A TRACK ROAD WESTERLY TOWARD THE HIGH
 EU0911'PLATEAU FOR 0.15 MILE TO A FORK.  TAKE THE LEFT HAND ROAD, MAIN
 EU0911'TRAVELED, AND GO 1.5 MILES TO THE EAST BANK OF SACRAMENTO
 EU0911'WASH.  CONTINUE INTO WASH TO THE WEST SIDE.  TURN RIGHT AND
 EU0911'GO NORTHERLY UP THE WASH FOR 0.15 MILE.  TURN SHARP LEFT OUT
 EU0911'OF THE WASH ONTO A DIM TRACK ROAD LEADING WESTERLY TOWARD THE
 EU0911'PLATEAU.  FOLLOWING THE TRACK ROAD WESTERLY 1.7 MILES TO
 EU0911'ITS END AT THE EASTERN BASE OF A STEEP HIGH BLUFF AND THE
 EU0911'END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY UP A WASH
 EU0911'ABOUT 1/4 MILE THENCE CONTINUE WEST UP A VERY STEEP RIDGE
 EU0911'THROUGH RIM ROCK TO THE SUMMIT OF A HIGH NORTH-SOUTH
 EU0911'RIDGE.  GO SOUTHERLY ON THE RIDGE ALONG THE LEFT SIDE OF A
 EU0911'DEEP RAVINE ABOUT 1/2 MILE TO ITS HEAD.  TURN RIGHT,
 EU0911'SOUTHWEST, CLIMB ANOTHER STEEP BUT SHORT SLOPE TO THE SUMMIT
 EU0911'OF A BENCH AND CONTINUE SOUTHWESTERLY ALONG ITS TOP
 EU0911'3/4 MILE TO STATION YUCCA (USGS).  FROM HERE THE KNOLL ON
 EU0911'WHICH UTE IS LOCATED CAN BE SEEN ABOUT 2 MILES SOUTHWEST.
 EU0911'HOWEVER, A SERIES OF DEEP CANYONS, SEPARATE THEM.  FOLLOW THE
 EU0911'TOP OF THE RIDGE SOUTHERLY THEN WEST, KEEPING TO THE HIGHEST
 EU0911'PORTIONS OF THE RIDGES, AND SKIRTING AROUND TO THE LEFT OF
 EU0911'THE CANYONS FOR APPROXIMATELY 3 MILES TO THE HIGHEST
 EU0911'POINT AND STATION.  A 4 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1191 ***********************************************************************
 DV1191  DESIGNATION -  UTTING
 DV1191  PID         -  DV1191
 DV1191  STATE/COUNTY-  AZ/MARICOPA
 DV1191  USGS QUAD   -  UTTING (1990)
 DV1191
 DV1191                         *CURRENT SURVEY CONTROL
 DV1191  ___________________________________________________________________
 DV1191* NAD 83(1992)-  33 49 53.35676(N)    113 52 39.12780(W)     ADJUSTED  
 DV1191* NAVD 88     -       348.55   (+/-2cm)    1143.5    (feet)  VERTCON   
 DV1191  ___________________________________________________________________
 DV1191  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DV1191  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1191  HORZ ORDER  -  FIRST
 DV1191  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1191
 DV1191.The horizontal coordinates were established by classical geodetic methods
 DV1191.and adjusted by the National Geodetic Survey in August 1993.
 DV1191
 DV1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1191.The vertical order pertains to the NGVD 29 superseded value.
 DV1191
 DV1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1191
 DV1191.The geoid height was determined by GEOID03.
 DV1191
 DV1191;                    North         East     Units Scale Factor Converg.
 DV1191;SPC AZ C     -   315,693.849    31,853.198   MT  1.00030603   -1 05 31.3
 DV1191;SPC AZ C     - 1,035,740.97    104,505.24   iFT  1.00030603   -1 05 31.3
 DV1191;SPC AZ W     -   313,982.002   201,555.229   MT  0.99993505   -0 04 15.6
 DV1191;SPC AZ W     - 1,030,124.68    661,270.44   iFT  0.99993505   -0 04 15.6
 DV1191;UTM  12      - 3,747,196.916   233,699.377   MT  1.00047433   -1 36 10.9
 DV1191
 DV1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1191!SPC AZ C     -   0.99995016  x   1.00030603  =   1.00025617
 DV1191!SPC AZ W     -   0.99995016  x   0.99993505  =   0.99988521
 DV1191!UTM  12      -   0.99995016  x   1.00047433  =   1.00042447
 DV1191
 DV1191:                Primary Azimuth Mark                     Grid Az
 DV1191:SPC AZ C     -  UTTING AZ MK                             126 10 43.4
 DV1191:SPC AZ W     -  UTTING AZ MK                             125 09 27.7
 DV1191:UTM  12      -  UTTING AZ MK                             126 41 23.0
 DV1191
 DV1191|---------------------------------------------------------------------|
 DV1191| PID    Reference Object                     Distance      Geod. Az  |
 DV1191|                                                           dddmmss.s |
 DV1191| CH4468 UTTING AZ MK                                       1250512.1 |
 DV1191| DV1192 UTTING RM 1                          11.343 METERS 20004     |
 DV1191| DV1193 UTTING RM 2                          12.072 METERS 30609     |
 DV1191|---------------------------------------------------------------------|
 DV1191
 DV1191                          SUPERSEDED SURVEY CONTROL
 DV1191
 DV1191  NAD 83(1986)-  33 49 53.35364(N)    113 52 39.13868(W) AD(       ) 1
 DV1191  NAD 27      -  33 49 53.25300(N)    113 52 36.36030(W) AD(       ) 1
 DV1191  NGVD 29 (??/??/92)  347.900  (m)         1141.40   (f) ADJ UNCH    1 2
 DV1191
 DV1191.Superseded values are not recommended for survey control.
 DV1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1191.See file dsdata.txt to determine how the superseded data were derived.
 DV1191
 DV1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3369947197(NAD 83)
 DV1191_MARKER: DS = TRIANGULATION STATION DISK
 DV1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1191_STAMPING: UTTING 1948
 DV1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1191+STABILITY: SURFACE MOTION
 DV1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1191+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1191
 DV1191  HISTORY     - Date     Condition        Report By
 DV1191  HISTORY     - 1948     MONUMENTED       CGS
 DV1191  HISTORY     - 1949     GOOD             CGS
 DV1191  HISTORY     - 1956     GOOD             CGS
 DV1191  HISTORY     - 1967     GOOD             AMS
 DV1191  HISTORY     - 1985     GOOD             AZDT
 DV1191  HISTORY     - 20060219 GOOD             USPSQD
 DV1191  HISTORY     - 20071019 GOOD             GEOCAC
 DV1191
 DV1191                          STATION DESCRIPTION
 DV1191
 DV1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1191'9.5 MI NW FROM VICKSBURG.
 DV1191'9.5 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1191'VICKSBURG, 3 MILES NORTHWEST ALONG THE HIGHWAY FROM THE SANTA FE
 DV1191'RAILROAD STATION AT MCVAY, 0.8 MILE SOUTHEAST OF THE SANTA FE RAILROAD
 DV1191'SIDING OF UTTING, 0.2 MILE SOUTHEAST OF MILEPOST 70, ABOUT 63 YARDS
 DV1191'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 68 FEET SOUTHWEST OF THE
 DV1191'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND 5.2 FEET
 DV1191'SOUTH OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE
 DV1191'POST PROJECTING 2 INCHES ABOVE GROUND.
 DV1191
 DV1191                          STATION RECOVERY (1949)
 DV1191
 DV1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1191'THE STATION IS LOCATED ABOUT 34 MILES BY STATE HIGHWAY 72
 DV1191'SOUTHEAST OF PARKER, 3 MILES BY STATE HIGHWAY 72 NORTHWEST
 DV1191'OF THE SANTA FE RAILROAD STATION AT MC VAY, ABOUT 0.8 MILE
 DV1191'SOUTHWEST OF THE UTTING, SANTA FE RAILROAD SIDING, 7 TELEPHONE
 DV1191'SPANS SOUTHEAST OF RAILROAD MILE POST 70, 50 FEET WEST OF THE
 DV1191'CENTER LINE OF STATE HIGHWAY 72 AND 5 FEET SOUTHWEST OF A
 DV1191'WHITE WITNESS POST.  THE STATION MARK PROJECTS 4 INCHES AND
 DV1191'IS STAMPED, UTTING 1948.
 DV1191'
 DV1191'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1191'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, UTTING NO 1
 DV1191'1948.
 DV1191'
 DV1191'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1191'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, UTTING NO 2
 DV1191'1948.
 DV1191'
 DV1191'STATION GLO 1949 IS USED AS THE AZIMUTH MARK.
 DV1191'
 DV1191'TO REACH THE STATION FROM THE RAILROAD STATION AT MC VAY,
 DV1191'GO NORTHWEST ON STATE HIGHWAY 72 FOR 3.0 MILES TO THE STATION
 DV1191'ON THE LEFT, WEST, AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV1191
 DV1191                          STATION RECOVERY (1956)
 DV1191
 DV1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DV1191'THE STATION WAS RECOVERED AS DESCRIBED, THE STATION MARK AND
 DV1191'REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.  A NEW
 DV1191'POINT WAS USED FOR A AZIMUTH MARK.  A NEW AND COMPLETE DESCRIPTION
 DV1191'FOLLOWS.
 DV1191'
 DV1191'THE STATION IS LOCATED ABOUT 34 MILES SOUTHEAST OF PARKER, 3
 DV1191'MILES NORTHWEST OF THE SANTE FE RAILROAD STATION AT MC VAY, 0.8
 DV1191'MILE SOUTHWEST OF THE SANTE FE RAILROAD SIDING AT UTTING, 67
 DV1191'FEET SOUTHWEST OF STATE HIGHWAY 72 AND 5 FEET SOUTH OF A WITNESS
 DV1191'POST.  IT IS A STANDARD MARK,
 DV1191'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 DV1191'STAMPED UTTING 1948.
 DV1191'
 DV1191'REFERENCE MARK NO. 1 IS A STANDARD MARK,
 DV1191'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 DV1191'IS STAMPED UTTING NO 1 1948.
 DV1191'
 DV1191'REFERENCE MARK NO. 2 IS A STANDARD MARK,
 DV1191'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 DV1191'STAMPED UTTING NO 2 1948.
 DV1191'
 DV1191'AZIMUTH MARK IS 106 FEET NORTH OF STATE HIGHWAY 72, 6 FEET
 DV1191'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND IS SET ABOVE
 DV1191'THE LETTERS 1929 THAT ARE MOLDED IN THE SIDE OF THE RAILROAD
 DV1191'BRIDGE.  IT IS A LEAD PLUG SET IN THE TOP OF THE SOUTHEAST
 DV1191'CONCRETE ABUTMENT OF THE SANTE FE RAILROAD BRIDGE.
 DV1191'
 DV1191'TO REACH THE STATION FROM THE RAILROAD STATION AT MC VAY,
 DV1191'GO NORTHWEST ON STATE HIGHWAY 72 FOR 3.0 MILES TO STATION ON
 DV1191'LEFT AS DESCRIBED.
 DV1191
 DV1191                          STATION RECOVERY (1967)
 DV1191
 DV1191'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JDM)
 DV1191'STATION AND R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.
 DV1191'
 DV1191'AZ MK WAS NOT RECOVERED.
 DV1191
 DV1191                          STATION RECOVERY (1985)
 DV1191
 DV1191'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1191'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV1191'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1191'
 DV1191'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1191'U.S. HIGHWAY 60 FOR 6.95 MILES TO THE JUNCTION OF STATE ROUTE 72 IN
 DV1191'HOPE.  TURN RIGHT ALONG S.R. 72 AND TRAVEL NORTHWEST FOR 9.5 MILES TO
 DV1191'MCVAY ROAD ON THE RIGHT, CONTINUE NORTHWEST ALONG THE HIGHWAY FOR 2.75
 DV1191'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHWEST FOR 0.35
 DV1191'MILE TO THE STATION ON THE LEFT AT MILE POST 37.25.
 DV1191
 DV1191                          STATION RECOVERY (2006)
 DV1191
 DV1191'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1191'RECOVERED IN GOOD CONDITION.
 DV1191
 DV1191                          STATION RECOVERY (2007)
 DV1191
 DV1191'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1191'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1191'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DV1191'THE STATION IS LOCATED IN LA PAZ COUNTY, THE STATION MARK IS 4.3 FEET
 DV1191'SOUTH OF A WITNESS POST. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1192 ***********************************************************************
 DV1192  DESIGNATION -  UTTING RM 1
 DV1192  PID         -  DV1192
 DV1192  STATE/COUNTY-  AZ/LA PAZ
 DV1192  USGS QUAD   -  UTTING (1990)
 DV1192
 DV1192                         *CURRENT SURVEY CONTROL
 DV1192  ___________________________________________________________________
 DV1192* NAD 83(1986)-  33 49 53.     (N)    113 52 39.     (W)     SCALED    
 DV1192* NAVD 88     -       348.55   (+/-2cm)    1143.5    (feet)  VERTCON   
 DV1192  ___________________________________________________________________
 DV1192  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1192  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1192
 DV1192.The horizontal coordinates were scaled from a topographic map and have
 DV1192.an estimated accuracy of +/- 6 seconds.
 DV1192
 DV1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1192.The vertical order pertains to the NGVD 29 superseded value.
 DV1192
 DV1192.The geoid height was determined by GEOID03.
 DV1192
 DV1192;                    North         East    Units  Estimated Accuracy
 DV1192;SPC AZ W     -   313,970.      201,560.      MT  (+/- 180 meters Scaled)
 DV1192
 DV1192                          SUPERSEDED SURVEY CONTROL
 DV1192
 DV1192  NGVD 29 (??/??/92)  347.902  (m)         1141.41   (f) ADJ UNCH    1 2
 DV1192
 DV1192.Superseded values are not recommended for survey control.
 DV1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1192.See file dsdata.txt to determine how the superseded data were derived.
 DV1192
 DV1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC337471(NAD 83)
 DV1192_MARKER: DR = REFERENCE MARK DISK
 DV1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1192_STAMPING: UTTING NO.1 1948
 DV1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1192+STABILITY: SURFACE MOTION
 DV1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1192+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1192
 DV1192  HISTORY     - Date     Condition        Report By
 DV1192  HISTORY     - 1948     MONUMENTED       CGS
 DV1192  HISTORY     - 20071019 GOOD             GEOCAC
 DV1192
 DV1192                          STATION DESCRIPTION
 DV1192
 DV1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1192'9.5 MI NW FROM VICKSBURG.
 DV1192'9.5 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1192'VICKSBURG, 3 MILES NORTHWEST ALONG THE HIGHWAY FROM THE SANTA FE
 DV1192'RAILROAD STATION AT MCVAY, 0.8 MILE SOUTHEAST OF THE SANTA FE RAILROAD
 DV1192'SIDING OF UTTING, 0.2 MILE SOUTHEAST OF MILEPOST 70, ABOUT 75 YARDS
 DV1192'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 105 FEET SOUTHWEST OF THE
 DV1192'CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH OF THE STATION, AND ABOUT
 DV1192'LEVEL WITH THE SURFACE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 DV1192'POST PROJECTING 2 INCHES ABOVE GROUND.
 DV1192
 DV1192                          STATION RECOVERY (2007)
 DV1192
 DV1192'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1192'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV1192'33 49 53.0 (N)   113 52 39.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1193 ***********************************************************************
 DV1193  DESIGNATION -  UTTING RM 2
 DV1193  PID         -  DV1193
 DV1193  STATE/COUNTY-  AZ/LA PAZ
 DV1193  USGS QUAD   -  UTTING (1990)
 DV1193
 DV1193                         *CURRENT SURVEY CONTROL
 DV1193  ___________________________________________________________________
 DV1193* NAD 83(1986)-  33 49 53.     (N)    113 52 39.     (W)     SCALED    
 DV1193* NAVD 88     -       348.56   (+/-2cm)    1143.6    (feet)  VERTCON   
 DV1193  ___________________________________________________________________
 DV1193  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1193  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1193
 DV1193.The horizontal coordinates were scaled from a topographic map and have
 DV1193.an estimated accuracy of +/- 6 seconds.
 DV1193
 DV1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1193.The vertical order pertains to the NGVD 29 superseded value.
 DV1193
 DV1193.The geoid height was determined by GEOID03.
 DV1193
 DV1193;                    North         East    Units  Estimated Accuracy
 DV1193;SPC AZ W     -   313,970.      201,560.      MT  (+/- 180 meters Scaled)
 DV1193
 DV1193                          SUPERSEDED SURVEY CONTROL
 DV1193
 DV1193  NGVD 29 (??/??/92)  347.912  (m)         1141.44   (f) ADJ UNCH    1 2
 DV1193
 DV1193.Superseded values are not recommended for survey control.
 DV1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1193.See file dsdata.txt to determine how the superseded data were derived.
 DV1193
 DV1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC337471(NAD 83)
 DV1193_MARKER: DR = REFERENCE MARK DISK
 DV1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1193_STAMPING: UTTING NO.2 1948
 DV1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1193+STABILITY: SURFACE MOTION
 DV1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1193+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1193
 DV1193  HISTORY     - Date     Condition        Report By
 DV1193  HISTORY     - 1948     MONUMENTED       CGS
 DV1193  HISTORY     - 20071019 GOOD             GEOCAC
 DV1193
 DV1193                          STATION DESCRIPTION
 DV1193
 DV1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1193'9.5 MI NW FROM VICKSBURG.
 DV1193'9.5 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1193'VICKSBURG, 3 MILES NORTHWEST ALONG THE HIGHWAY FROM THE SANTA FE
 DV1193'RAILROAD STATION AT MCVAY, 0.8 MILE SOUTHEAST OF THE SANTA FE RAILROAD
 DV1193'SIDING OF UTTING, 0.2 MILE SOUTHEAST OF MILEPOST 70, ABOUT 63 YARDS
 DV1193'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 68 FEET SOUTHWEST OF THE
 DV1193'CENTER LINE OF THE HIGHWAY, 39.9 FEET NORTHWEST OF THE STATION, AND
 DV1193'ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.  SET IN THE TOP OF A
 DV1193'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 DV1193
 DV1193                          STATION RECOVERY (2007)
 DV1193
 DV1193'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1193'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV1193'33 49 53.6 (N)   113 52 39.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1321 ***********************************************************************
 CZ1321  DESIGNATION -  UU 303
 CZ1321  PID         -  CZ1321
 CZ1321  STATE/COUNTY-  AZ/PINAL
 CZ1321  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1321
 CZ1321                         *CURRENT SURVEY CONTROL
 CZ1321  ___________________________________________________________________
 CZ1321* NAD 83(1986)-  32 34 44.     (N)    111 39 18.     (W)     SCALED    
 CZ1321* NAVD 88     -       487.94   (+/-2cm)    1600.8    (feet)  VERTCON   
 CZ1321  ___________________________________________________________________
 CZ1321  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1321
 CZ1321.The horizontal coordinates were scaled from a topographic map and have
 CZ1321.an estimated accuracy of +/- 6 seconds.
 CZ1321
 CZ1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1321.The vertical order pertains to the NGVD 29 superseded value.
 CZ1321
 CZ1321.The geoid height was determined by GEOID03.
 CZ1321
 CZ1321;                    North         East    Units  Estimated Accuracy
 CZ1321;SPC AZ C     -   175,090.      237,930.      MT  (+/- 180 meters Scaled)
 CZ1321
 CZ1321                          SUPERSEDED SURVEY CONTROL
 CZ1321
 CZ1321  NGVD 29 (??/??/92)  487.399  (m)         1599.07   (f) ADJ UNCH    2 0
 CZ1321
 CZ1321.Superseded values are not recommended for survey control.
 CZ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1321.See file dsdata.txt to determine how the superseded data were derived.
 CZ1321
 CZ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB385047(NAD 83)
 CZ1321_MARKER: DB = BENCH MARK DISK
 CZ1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1321_STAMPING: U U 303
 CZ1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1321+STABILITY: SURFACE MOTION
 CZ1321
 CZ1321  HISTORY     - Date     Condition        Report By
 CZ1321  HISTORY     - UNK      MONUMENTED       CGS
 CZ1321  HISTORY     - 1951     GOOD             NGS
 CZ1321
 CZ1321                          STATION DESCRIPTION
 CZ1321
 CZ1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1321'18.8 MI SW FROM ELOY.
 CZ1321'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1321'RAILROAD STATION AT ELOY, THENCE 11.1 MILES SOUTH ALONG SUNSHINE
 CZ1321'BLVD., THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 6.5 MILES WEST
 CZ1321'ALONG A TRACK ROAD AT A CROSSING OF A GATE AND ON THE EAST BANK OF A
 CZ1321'CANAL, 1 MILE EAST OF BENCH MARK B 92, 29 FEET R 7 E, 16.8 FEET NORTH
 CZ1321'OF THE NORTH GATE POST, 2.5 FEET EAST OF THE FENCE LINE, 1.9 FEET
 CZ1321'NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A
 CZ1321'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0208 ***********************************************************************
 DB0208  DESIGNATION -  UU 7
 DB0208  PID         -  DB0208
 DB0208  STATE/COUNTY-  AZ/YUMA
 DB0208  USGS QUAD   -  YUMA EAST (1994)
 DB0208
 DB0208                         *CURRENT SURVEY CONTROL
 DB0208  ___________________________________________________________________
 DB0208* NAD 83(1986)-  32 43 24.     (N)    114 36 55.     (W)     SCALED    
 DB0208* NAVD 88     -        44.019  (meters)     144.42   (feet)  ADJUSTED  
 DB0208  ___________________________________________________________________
 DB0208  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DB0208  DYNAMIC HT  -          43.970 (meters)     144.26  (feet)  COMP
 DB0208  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 DB0208
 DB0208  VERT ORDER  -  FIRST     CLASS II
 DB0208
 DB0208.The horizontal coordinates were scaled from a topographic map and have
 DB0208.an estimated accuracy of +/- 6 seconds.
 DB0208
 DB0208.The orthometric height was determined by differential leveling
 DB0208.and adjusted in June 1991.
 DB0208
 DB0208.The geoid height was determined by GEOID03.
 DB0208
 DB0208.The dynamic height is computed by dividing the NAVD 88
 DB0208.geopotential number by the normal gravity value computed on the
 DB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0208.degrees latitude (g = 980.6199 gals.).
 DB0208
 DB0208.The modeled gravity was interpolated from observed gravity values.
 DB0208
 DB0208;                    North         East    Units  Estimated Accuracy
 DB0208;SPC AZ W     -   191,410.      132,250.      MT  (+/- 180 meters Scaled)
 DB0208
 DB0208                          SUPERSEDED SURVEY CONTROL
 DB0208
 DB0208  NGVD 29 (??/??/??)   43.376  (m)          142.31   (f) ADJUSTED    1 2
 DB0208
 DB0208.Superseded values are not recommended for survey control.
 DB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0208.See file dsdata.txt to determine how the superseded data were derived.
 DB0208
 DB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS234231(NAD 83)
 DB0208_MARKER: DB = BENCH MARK DISK
 DB0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0208_SP_SET: BUILDING
 DB0208_STAMPING: UU 7 1931
 DB0208_MARK LOGO: CGS   
 DB0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0208
 DB0208  HISTORY     - Date     Condition        Report By
 DB0208  HISTORY     - 1931     MONUMENTED       CGS
 DB0208  HISTORY     - 1960     GOOD             NGS
 DB0208  HISTORY     - 1981     GOOD             NGS
 DB0208  HISTORY     - 1981     GOOD             NGS
 DB0208  HISTORY     - 19901007 GOOD             USPSQD
 DB0208  HISTORY     - 19950523 MARK NOT FOUND   USPSQD
 DB0208  HISTORY     - 20060225 MARK NOT FOUND   GEOCAC
 DB0208
 DB0208                          STATION DESCRIPTION
 DB0208
 DB0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0208'AT YUMA.
 DB0208'AT YUMA, YUMA COUNTY, 100 FEET NORTH OF THE SOUTH END OF THE
 DB0208'SOUTHERN PACIFIC CO. RAILROAD STATION, IN THE EAST FACE OF THE
 DB0208'BUILDING, 5.0 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE TO THE
 DB0208'WAITING ROOM, AND 5.0 FEET ABOVE THE PLATFORM.  SET VERTICALLY.
 DB0208
 DB0208                          STATION RECOVERY (1981)
 DB0208
 DB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0208'RECOVERED IN GOOD CONDITION.
 DB0208
 DB0208                          STATION RECOVERY (1981)
 DB0208
 DB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0208'RECOVERED IN GOOD CONDITION.
 DB0208
 DB0208                          STATION RECOVERY (1990)
 DB0208
 DB0208'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DB0208'RECOVERED IN GOOD CONDITION.
 DB0208
 DB0208                          STATION RECOVERY (1995)
 DB0208
 DB0208'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0208'MARK NOT FOUND.
 DB0208
 DB0208                          STATION RECOVERY (2006)
 DB0208
 DB0208'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DB0208'THE SOUTHERN PACIFIC RAILROAD STATION BURNED TO THE GROUND IN
 DB0208'MID-1990'S. THE BENCHMARK DISC WAS SET VERTICALLY IN THE WALL OF THE
 DB0208'BUILDING. THE MARK HAS BEEN LOST.
 DB0208' 
 DB0208'PRESENTLY, THE YUMA ARMED FORCES PARK IS BEING BUILT ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0060 ***********************************************************************
 DU0060  DESIGNATION -  V 101
 DU0060  PID         -  DU0060
 DU0060  STATE/COUNTY-  AZ/GILA
 DU0060  USGS QUAD   -  BRUSHY CANYON (1966)
 DU0060
 DU0060                         *CURRENT SURVEY CONTROL
 DU0060  ___________________________________________________________________
 DU0060* NAD 83(1986)-  33 40 32.     (N)    110 26 30.     (W)     SCALED    
 DU0060* NAVD 88     -      1831.990  (meters)    6010.45   (feet)  ADJUSTED  
 DU0060  ___________________________________________________________________
 DU0060  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DU0060  DYNAMIC HT  -        1829.295 (meters)    6001.61  (feet)  COMP
 DU0060  MODELED GRAV-     979,099.5   (mgal)                       NAVD 88
 DU0060
 DU0060  VERT ORDER  -  SECOND    CLASS 0
 DU0060
 DU0060.The horizontal coordinates were scaled from a topographic map and have
 DU0060.an estimated accuracy of +/- 6 seconds.
 DU0060
 DU0060.The orthometric height was determined by differential leveling
 DU0060.and adjusted in June 1991.
 DU0060
 DU0060.The geoid height was determined by GEOID03.
 DU0060
 DU0060.The dynamic height is computed by dividing the NAVD 88
 DU0060.geopotential number by the normal gravity value computed on the
 DU0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0060.degrees latitude (g = 980.6199 gals.).
 DU0060
 DU0060.The modeled gravity was interpolated from observed gravity values.
 DU0060
 DU0060;                    North         East    Units  Estimated Accuracy
 DU0060;SPC AZ E     -   296,700.      187,860.      MT  (+/- 180 meters Scaled)
 DU0060
 DU0060                          SUPERSEDED SURVEY CONTROL
 DU0060
 DU0060  NGVD 29 (??/??/92) 1831.255  (m)         6008.04   (f) ADJ UNCH    2 0
 DU0060
 DU0060.Superseded values are not recommended for survey control.
 DU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0060.See file dsdata.txt to determine how the superseded data were derived.
 DU0060
 DU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC517263(NAD 83)
 DU0060_MARKER: DB = BENCH MARK DISK
 DU0060_SETTING: 80 = SET IN A BOULDER
 DU0060_SP_SET: BOULDER
 DU0060_STAMPING: V-101 1935
 DU0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0060+STABILITY: SURFACE MOTION
 DU0060
 DU0060  HISTORY     - Date     Condition        Report By
 DU0060  HISTORY     - 1935     MONUMENTED       USFS
 DU0060  HISTORY     - 1935     GOOD             NGS
 DU0060
 DU0060                          STATION DESCRIPTION
 DU0060
 DU0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0060'41.3 MI NE FROM GLOBE.
 DU0060'33.5 MI. N.E. OF, ALONG U.S. HWY NO.60, THENCE 7.8 MI. E. ON THE ROAD
 DU0060'TO HILLTOP ON A SMALL FLAT IN THE EDGE OF THE TIMBER, ABOUT 200 FT.
 DU0060'WEST OF A FENCE LINE, 100 FT. SOUTH OF THE CENTER LINE OF THE ROAD AND
 DU0060'SET IN A LARGE RED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0494 ***********************************************************************
 ET0494  DESIGNATION -  V 102
 ET0494  PID         -  ET0494
 ET0494  STATE/COUNTY-  AZ/YAVAPAI
 ET0494  USGS QUAD   -  SIMMONS (1979)
 ET0494
 ET0494                         *CURRENT SURVEY CONTROL
 ET0494  ___________________________________________________________________
 ET0494* NAD 83(1986)-  34 48 10.     (N)    112 42 03.     (W)     SCALED    
 ET0494* NAVD 88     -      1462.424  (meters)    4797.97   (feet)  POSTED    
 ET0494  ___________________________________________________________________
 ET0494  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 ET0494  DYNAMIC HT  -        1460.490 (meters)    4791.62  (feet)  COMP
 ET0494  MODELED GRAV-     979,259.7   (mgal)                       NAVD 88
 ET0494
 ET0494  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0494
 ET0494.The horizontal coordinates were scaled from a topographic map and have
 ET0494.an estimated accuracy of +/- 6 seconds.
 ET0494
 ET0494.The orthometric height was determined by differential leveling
 ET0494.and adjusted in November 2005.
 ET0494.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0494.was located on a no-check spur therefore a value was not computed.
 ET0494.No vertical observational check was made to the station.
 ET0494
 ET0494.The geoid height was determined by GEOID03.
 ET0494
 ET0494.The dynamic height is computed by dividing the NAVD 88
 ET0494.geopotential number by the normal gravity value computed on the
 ET0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0494.degrees latitude (g = 980.6199 gals.).
 ET0494
 ET0494.The modeled gravity was interpolated from observed gravity values.
 ET0494
 ET0494;                    North         East    Units  Estimated Accuracy
 ET0494;SPC AZ C     -   421,980.      141,610.      MT  (+/- 180 meters Scaled)
 ET0494
 ET0494                          SUPERSEDED SURVEY CONTROL
 ET0494
 ET0494  NGVD 29 (??/??/92) 1461.581  (m)         4795.20   (f) ADJ UNCH    2 0
 ET0494
 ET0494.Superseded values are not recommended for survey control.
 ET0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0494.See file dsdata.txt to determine how the superseded data were derived.
 ET0494
 ET0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD444524(NAD 83)
 ET0494_MARKER: DD = SURVEY DISK
 ET0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0494_STAMPING: V 102 1935
 ET0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0494+STABILITY: SURFACE MOTION
 ET0494
 ET0494  HISTORY     - Date     Condition        Report By
 ET0494  HISTORY     - 1935     MONUMENTED       USFS
 ET0494  HISTORY     - 1974     GOOD             USGS
 ET0494
 ET0494                          STATION DESCRIPTION
 ET0494
 ET0494'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0494'11.1 MI E FROM CAMP WOOD.
 ET0494'ABOUT 11.1 MILES EAST ALONG COUNTY ROAD FROM CAMP WOOD TO SIMMONS
 ET0494'(SITE), WHICH IS 1.6 MILES EAST OF A CATTLEGUARD.  THENCE SOUTHEAST
 ET0494'ALONG A DIRT ROAD PASSING MUD TANK FOR 1.2 MILE TO TOP OF A SMALL
 ET0494'RIDGE, 105 FEET WEST OF ROAD.  A STANDARD USFS DISK SET IN THE TOP OF
 ET0494'A CONCRETE POST AND STAMPED V102 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0265 ***********************************************************************
 FR0265  DESIGNATION -  V 103
 FR0265  PID         -  FR0265
 FR0265  STATE/COUNTY-  AZ/YAVAPAI
 FR0265  USGS QUAD   -  PURCELL CANYON (1973)
 FR0265
 FR0265                         *CURRENT SURVEY CONTROL
 FR0265  ___________________________________________________________________
 FR0265* NAD 83(1986)-  35 08 35.     (N)    112 54 25.     (W)     SCALED    
 FR0265* NAVD 88     -      1577.965  (meters)    5177.04   (feet)  POSTED    
 FR0265  ___________________________________________________________________
 FR0265  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FR0265  DYNAMIC HT  -        1575.870 (meters)    5170.17  (feet)  COMP
 FR0265  MODELED GRAV-     979,252.4   (mgal)                       NAVD 88
 FR0265
 FR0265  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0265
 FR0265.The horizontal coordinates were scaled from a topographic map and have
 FR0265.an estimated accuracy of +/- 6 seconds.
 FR0265
 FR0265.The orthometric height was determined by differential leveling
 FR0265.and adjusted in November 2005.
 FR0265.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0265.was located on a no-check spur therefore a value was not computed.
 FR0265.No vertical observational check was made to the station.
 FR0265
 FR0265.The geoid height was determined by GEOID03.
 FR0265
 FR0265.The dynamic height is computed by dividing the NAVD 88
 FR0265.geopotential number by the normal gravity value computed on the
 FR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0265.degrees latitude (g = 980.6199 gals.).
 FR0265
 FR0265.The modeled gravity was interpolated from observed gravity values.
 FR0265
 FR0265;                    North         East    Units  Estimated Accuracy
 FR0265;SPC AZ C     -   459,890.      123,120.      MT  (+/- 180 meters Scaled)
 FR0265
 FR0265                          SUPERSEDED SURVEY CONTROL
 FR0265
 FR0265  NGVD 29 (??/??/92) 1577.027  (m)         5173.96   (f) ADJ UNCH    2 0
 FR0265
 FR0265.Superseded values are not recommended for survey control.
 FR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0265.See file dsdata.txt to determine how the superseded data were derived.
 FR0265
 FR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD262905(NAD 83)
 FR0265_MARKER: DB = BENCH MARK DISK
 FR0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0265_STAMPING: V 103 1935
 FR0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0265+STABILITY: SURFACE MOTION
 FR0265
 FR0265  HISTORY     - Date     Condition        Report By
 FR0265  HISTORY     - 1935     MONUMENTED       USFS
 FR0265  HISTORY     - 1955     GOOD             NGS
 FR0265
 FR0265                          STATION DESCRIPTION
 FR0265
 FR0265'DESCRIBED BY US FOREST SERVICE 1935
 FR0265'0.9 MI E FROM SELIGMAN.
 FR0265'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0265'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0265'14.6 MILES SOUTH  ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.7
 FR0265'MILE SOUTH OF THE PRESCOTT NATIONAL FOREST BOUNDARY, ABOUT 0.4 MILE
 FR0265'SOUTH OF THE CROSSING OF A WASH, 62 FEET EAST OF THE CENTER LINE OF
 FR0265'THE ROAD, ABOUT 55 FEET SOUTHEAST OF A SMALL OAK BUSH, 3 FEET WEST OF
 FR0265'A WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A
 FR0265'UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED V 103 1935 AND SET
 FR0265'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FR0265
 FR0265                          STATION RECOVERY (1955)
 FR0265
 FR0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0467 ***********************************************************************
 DU0467  DESIGNATION -  V 107
 DU0467  PID         -  DU0467
 DU0467  STATE/COUNTY-  AZ/PINAL
 DU0467  USGS QUAD   -  SUPERIOR (1981)
 DU0467
 DU0467                         *CURRENT SURVEY CONTROL
 DU0467  ___________________________________________________________________
 DU0467* NAD 83(1986)-  33 17 33.     (N)    111 05 46.     (W)     SCALED    
 DU0467* NAVD 88     -       861.91   (+/-2cm)    2827.8    (feet)  VERTCON   
 DU0467  ___________________________________________________________________
 DU0467  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DU0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0467
 DU0467.The horizontal coordinates were scaled from a topographic map and have
 DU0467.an estimated accuracy of +/- 6 seconds.
 DU0467
 DU0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0467.The vertical order pertains to the NGVD 29 superseded value.
 DU0467
 DU0467.The geoid height was determined by GEOID03.
 DU0467
 DU0467;                    North         East    Units  Estimated Accuracy
 DU0467;SPC AZ C     -   254,490.      289,780.      MT  (+/- 180 meters Scaled)
 DU0467
 DU0467                          SUPERSEDED SURVEY CONTROL
 DU0467
 DU0467  NGVD 29 (??/??/92)  861.24   (m)         2825.6    (f) COMPUTED    2 0
 DU0467
 DU0467.Superseded values are not recommended for survey control.
 DU0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0467.See file dsdata.txt to determine how the superseded data were derived.
 DU0467
 DU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB910837(NAD 83)
 DU0467_MARKER: DB = BENCH MARK DISK
 DU0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0467_SP_SET: ABUTMENT
 DU0467_STAMPING: V-107 1935
 DU0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0467
 DU0467  HISTORY     - Date     Condition        Report By
 DU0467  HISTORY     - 1935     MONUMENTED       CGS
 DU0467  HISTORY     - 20060115 MARK NOT FOUND   USPSQD
 DU0467  HISTORY     - 20070505 MARK NOT FOUND   GEOCAC
 DU0467
 DU0467                          STATION DESCRIPTION
 DU0467
 DU0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0467'0.3 MI E FROM SUPERIOR.
 DU0467'0.3 MI E OF SUPERIOR HIGH SCHOOL, ALONG U.S. HWY NO. 60.  ON THE
 DU0467'CONCRETE HIGHWAY BRIDGE OVER QUEEN CREEK, ON THE W WINGWALL OF THE
 DU0467'SOUTH ABUTMENT, AND AT THE SOUTH END OF THE GUARD RAIL.
 DU0467
 DU0467                          STATION RECOVERY (2006)
 DU0467
 DU0467'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0467'MARK NOT FOUND.
 DU0467
 DU0467                          STATION RECOVERY (2007)
 DU0467
 DU0467'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0467'CONSIDERING THAT THE MARK WAS RESET IN 1948 IN THE NEW BRIDGE, THE OLD
 DU0467'BRIDGE (AND THE MARK) MUST HAVE BEEN DESTROYED SOMETIME BETWEEN 1935
 DU0467'AND 1948.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0468 ***********************************************************************
 DU0468  DESIGNATION -  V 107 RESET
 DU0468  PID         -  DU0468
 DU0468  STATE/COUNTY-  AZ/PINAL
 DU0468  USGS QUAD   -  SUPERIOR (1981)
 DU0468
 DU0468                         *CURRENT SURVEY CONTROL
 DU0468  ___________________________________________________________________
 DU0468* NAD 83(1986)-  33 17 33.     (N)    111 05 46.     (W)     SCALED    
 DU0468* NAVD 88     -       863.00   (+/-2cm)    2831.4    (feet)  VERTCON   
 DU0468  ___________________________________________________________________
 DU0468  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DU0468  VERT ORDER  -  THIRD (See Below)
 DU0468
 DU0468.The horizontal coordinates were scaled from a topographic map and have
 DU0468.an estimated accuracy of +/- 6 seconds.
 DU0468
 DU0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0468.The vertical order pertains to the NGVD 29 superseded value.
 DU0468
 DU0468.The geoid height was determined by GEOID03.
 DU0468
 DU0468;                    North         East    Units  Estimated Accuracy
 DU0468;SPC AZ C     -   254,490.      289,780.      MT  (+/- 180 meters Scaled)
 DU0468
 DU0468                          SUPERSEDED SURVEY CONTROL
 DU0468
 DU0468  NGVD 29 (??/??/??)  862.33   (m)         2829.2    (f) RESET       3  
 DU0468
 DU0468.Superseded values are not recommended for survey control.
 DU0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0468.See file dsdata.txt to determine how the superseded data were derived.
 DU0468
 DU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB910837(NAD 83)
 DU0468_MARKER: DB = BENCH MARK DISK
 DU0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0468_SP_SET: ABUTMENT
 DU0468_STAMPING: V 107 RESET 1948
 DU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0468+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DU0468
 DU0468  HISTORY     - Date     Condition        Report By
 DU0468  HISTORY     - 1948     MONUMENTED       AZHD
 DU0468  HISTORY     - 1948     GOOD             NGS
 DU0468  HISTORY     - 20060115 GOOD             USPSQD
 DU0468  HISTORY     - 20070505 GOOD             GEOCAC
 DU0468
 DU0468                          STATION DESCRIPTION
 DU0468
 DU0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0468'IN SUPERIOR.
 DU0468'AT SUPERIOR, 0.3 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL,
 DU0468'AT THE NEW CONCRETE BRIDGE OVER QUEEN CREEK, IN THE TOP OF THE WEST
 DU0468'WING WALL OF THE SOUTH ABUTMENT, AND AT THE SOUTH END OF THE GUARD
 DU0468'RAIL.  A STANDARD DISK, STAMPED V 107 RESET 1948.
 DU0468
 DU0468                          STATION RECOVERY (2006)
 DU0468
 DU0468'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DU0468'RECOVERED AS DESCRIBED.
 DU0468
 DU0468                          STATION RECOVERY (2007)
 DU0468
 DU0468'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0307 ***********************************************************************
 DU0307  DESIGNATION -  V 108
 DU0307  PID         -  DU0307
 DU0307  STATE/COUNTY-  AZ/GILA
 DU0307  USGS QUAD   -  SEVENMILE MTS (1966)
 DU0307
 DU0307                         *CURRENT SURVEY CONTROL
 DU0307  ___________________________________________________________________
 DU0307* NAD 83(1986)-  33 30 24.     (N)    110 35 37.     (W)     SCALED    
 DU0307* NAVD 88     -      1058.117  (meters)    3471.51   (feet)  ADJUSTED  
 DU0307  ___________________________________________________________________
 DU0307  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DU0307  DYNAMIC HT  -        1056.674 (meters)    3466.77  (feet)  COMP
 DU0307  MODELED GRAV-     979,237.1   (mgal)                       NAVD 88
 DU0307
 DU0307  VERT ORDER  -  SECOND    CLASS 0
 DU0307
 DU0307.The horizontal coordinates were scaled from a topographic map and have
 DU0307.an estimated accuracy of +/- 6 seconds.
 DU0307
 DU0307.The orthometric height was determined by differential leveling
 DU0307.and adjusted in June 1991.
 DU0307
 DU0307.The geoid height was determined by GEOID03.
 DU0307
 DU0307.The dynamic height is computed by dividing the NAVD 88
 DU0307.geopotential number by the normal gravity value computed on the
 DU0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0307.degrees latitude (g = 980.6199 gals.).
 DU0307
 DU0307.The modeled gravity was interpolated from observed gravity values.
 DU0307
 DU0307;                    North         East    Units  Estimated Accuracy
 DU0307;SPC AZ E     -   278,020.      173,690.      MT  (+/- 180 meters Scaled)
 DU0307
 DU0307                          SUPERSEDED SURVEY CONTROL
 DU0307
 DU0307  NGVD 29 (??/??/92) 1057.478  (m)         3469.41   (f) ADJ UNCH    2 0
 DU0307
 DU0307.Superseded values are not recommended for survey control.
 DU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0307.See file dsdata.txt to determine how the superseded data were derived.
 DU0307
 DU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC377075(NAD 83)
 DU0307_MARKER: DD = SURVEY DISK
 DU0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0307_STAMPING: V 108 1935
 DU0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0307+STABILITY: SURFACE MOTION
 DU0307
 DU0307  HISTORY     - Date     Condition        Report By
 DU0307  HISTORY     - 1935     MONUMENTED       USGS
 DU0307  HISTORY     - 1935     GOOD             NGS
 DU0307
 DU0307                          STATION DESCRIPTION
 DU0307
 DU0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0307'2.3 MI N FROM SAN CARLOS.
 DU0307'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, THENCE 13.8
 DU0307'MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, 0.3 MILE WEST OF A
 DU0307'WELL NEAR TWO WATER TANKS AND A CORRAL, ABOUT 500 FEET SOUTH OF A
 DU0307'CREEK FORK, 155 FEET SOUTH OF THE CENTER LINE OF AN OLD ROAD AND 10
 DU0307'FEET NORTH OF THE FOOT OF THE WEST NOSE OF A V-SHAPED CANYON LEADING
 DU0307'WEST.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0127 ***********************************************************************
 CH0127  DESIGNATION -  V 109
 CH0127  PID         -  CH0127
 CH0127  STATE/COUNTY-  AZ/PIMA
 CH0127  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0127
 CH0127                         *CURRENT SURVEY CONTROL
 CH0127  ___________________________________________________________________
 CH0127* NAD 83(1986)-  31 56 53.     (N)    113 00 41.     (W)     SCALED    
 CH0127* NAVD 88     -       345.96   (+/-2cm)    1135.0    (feet)  VERTCON   
 CH0127  ___________________________________________________________________
 CH0127  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 CH0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0127
 CH0127.The horizontal coordinates were scaled from a topographic map and have
 CH0127.an estimated accuracy of +/- 6 seconds.
 CH0127
 CH0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0127.The vertical order pertains to the NGVD 29 superseded value.
 CH0127
 CH0127.The geoid height was determined by GEOID03.
 CH0127
 CH0127;                    North         East    Units  Estimated Accuracy
 CH0127;SPC AZ C     -   105,630.      109,870.      MT  (+/- 180 meters Scaled)
 CH0127
 CH0127                          SUPERSEDED SURVEY CONTROL
 CH0127
 CH0127  NGVD 29 (??/??/92)  345.258  (m)         1132.73   (f) ADJ UNCH    2 0
 CH0127
 CH0127.Superseded values are not recommended for survey control.
 CH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0127.See file dsdata.txt to determine how the superseded data were derived.
 CH0127
 CH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA098364(NAD 83)
 CH0127_MARKER: DB = BENCH MARK DISK
 CH0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0127_STAMPING: V 109 1935
 CH0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0127+STABILITY: SURFACE MOTION
 CH0127
 CH0127  HISTORY     - Date     Condition        Report By
 CH0127  HISTORY     - 1935     MONUMENTED       CGS
 CH0127  HISTORY     - 1952     GOOD             NGS
 CH0127
 CH0127                          STATION DESCRIPTION
 CH0127
 CH0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CH0127'15.45 MI NW FROM LUKEVILLE.
 CH0127'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0127'LUKEVILLE TO A JUNCTION, THENCE 14.05 MILE WEST ALONG THE ROAD TO
 CH0127'QUITOVOQUITO AND A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG THE BATES
 CH0127'WELL ROAD, 1.05 MILES NORTHEAST OF QUITOVOQUITO, AT A Y JUNCTION OF
 CH0127'BATES WELL ROAD, 1.05 MILES NORTHEAST OF QUITOVOQUITO, AT A Y JUNCTION
 CH0127'OF BATES WELL ROAD, AND A ROAD NORTHEAST THRU GROWLER CANYON, 1.7 FEET
 CH0127'SOUTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND
 CH0127'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0669 ***********************************************************************
 ET0669  DESIGNATION -  V 11
 ET0669  PID         -  ET0669
 ET0669  STATE/COUNTY-  AZ/MOHAVE
 ET0669  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0669
 ET0669                         *CURRENT SURVEY CONTROL
 ET0669  ___________________________________________________________________
 ET0669* NAD 83(1986)-  34 19 40.     (N)    113 40 49.     (W)     SCALED    
 ET0669* NAVD 88     -       617.32   (+/-2cm)    2025.3    (feet)  VERTCON   
 ET0669  ___________________________________________________________________
 ET0669  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ET0669  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0669
 ET0669.The horizontal coordinates were scaled from a topographic map and have
 ET0669.an estimated accuracy of +/- 6 seconds.
 ET0669
 ET0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0669.The vertical order pertains to the NGVD 29 superseded value.
 ET0669
 ET0669.The geoid height was determined by GEOID03.
 ET0669
 ET0669;                    North         East    Units  Estimated Accuracy
 ET0669;SPC AZ W     -   369,020.      219,780.      MT  (+/- 180 meters Scaled)
 ET0669
 ET0669                          SUPERSEDED SURVEY CONTROL
 ET0669
 ET0669  NGVD 29 (??/??/92)  616.614  (m)         2023.01   (f) ADJ UNCH    1 2
 ET0669
 ET0669.Superseded values are not recommended for survey control.
 ET0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0669.See file dsdata.txt to determine how the superseded data were derived.
 ET0669
 ET0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD534017(NAD 83)
 ET0669_MARKER: DB = BENCH MARK DISK
 ET0669_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ET0669_SP_SET: UNSPECIFIC ROCK
 ET0669_STAMPING: 2023.008 V 11 1927
 ET0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0669
 ET0669  HISTORY     - Date     Condition        Report By
 ET0669  HISTORY     - 1927     MONUMENTED       CGS
 ET0669  HISTORY     - 1934     GOOD             NGS
 ET0669  HISTORY     - 19840504 GOOD             USGS
 ET0669
 ET0669                          STATION DESCRIPTION
 ET0669
 ET0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0669'53.0 MI SE FROM YUCCA.
 ET0669'53 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0669'POST OFFICE AT YUCCA, MOHAVE COUNTY, 2.8 MILES NORTHWEST OF THE OLD
 ET0669'CACTUS QUEEN MINING CAMP, ON THE NORTHWEST SIDE OF A ROCKY MOUNTAIN
 ET0669'WITH A PROMINENT STONE ARCH FORMATIOIN ON THE TOP, 75 YARDS SOUTHEAST
 ET0669'OF THE FORK OF A WASH AT A RED BANK, 50 YARDS DOWN THE NORTH SLOPE
 ET0669'FROM THE BASE OF A ROCK LEDGE ON THE TOP OF THE MOUNTAIN, 5 FEET NORTH
 ET0669'OF A ROCK PILE, IN THE TOP OF A 3- BY 4-FOOT ROCK, AND 2 FEET ABOVE
 ET0669'THE GROUND.  A STANDARD DISK, STAMPED 2023.008 V 11 1927. NOTE-- 1965
 ET0669'USGS REPORT-53.4 MILES SOUTHEAST ALONG ROAD LEADING TO ALAMO CROSSING,
 ET0669'3.2 MILES NORTHWEST OF OLD CACTUS QUEEN MINING CAMP.
 ET0669
 ET0669                          STATION RECOVERY (1984)
 ET0669
 ET0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JMS)
 ET0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0368 ***********************************************************************
 DA0368  DESIGNATION -  V 110
 DA0368  PID         -  DA0368
 DA0368  STATE/COUNTY-  AZ/PIMA
 DA0368  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0368
 DA0368                         *CURRENT SURVEY CONTROL
 DA0368  ___________________________________________________________________
 DA0368* NAD 83(1986)-  32 03 29.     (N)    112 46 38.     (W)     SCALED    
 DA0368* NAVD 88     -       566.15   (+/-2cm)    1857.4    (feet)  VERTCON   
 DA0368  ___________________________________________________________________
 DA0368  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DA0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0368
 DA0368.The horizontal coordinates were scaled from a topographic map and have
 DA0368.an estimated accuracy of +/- 6 seconds.
 DA0368
 DA0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0368.The vertical order pertains to the NGVD 29 superseded value.
 DA0368
 DA0368.The geoid height was determined by GEOID03.
 DA0368
 DA0368;                    North         East    Units  Estimated Accuracy
 DA0368;SPC AZ C     -   117,630.      132,100.      MT  (+/- 180 meters Scaled)
 DA0368
 DA0368                          SUPERSEDED SURVEY CONTROL
 DA0368
 DA0368  NGVD 29 (??/??/92)  565.392  (m)         1854.96   (f) ADJ UNCH    1 2
 DA0368
 DA0368.Superseded values are not recommended for survey control.
 DA0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0368.See file dsdata.txt to determine how the superseded data were derived.
 DA0368
 DA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA322482(NAD 83)
 DA0368_MARKER: DB = BENCH MARK DISK
 DA0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0368_STAMPING: V 110 1935
 DA0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0368+STABILITY: SURFACE MOTION
 DA0368
 DA0368  HISTORY     - Date     Condition        Report By
 DA0368  HISTORY     - 1935     MONUMENTED       CGS
 DA0368  HISTORY     - 1953     GOOD             NGS
 DA0368
 DA0368                          STATION DESCRIPTION
 DA0368
 DA0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0368'13.7 MI N FROM LUKEVILLE.
 DA0368'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0368'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 8.5 MILES
 DA0368'NORTH ALONG THE OLD SONOYTA-AJO ROAD, 108 1/2 FEET SOUTHWEST OF THE
 DA0368'APPROXIMATE CENTER OF THE CROSSING OF A WASH, 43 1/2 FEET WEST OF THE
 DA0368'CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 DA0368'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DA0368'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0139 ***********************************************************************
 ET0139  DESIGNATION -  V 111
 ET0139  PID         -  ET0139
 ET0139  STATE/COUNTY-  AZ/YAVAPAI
 ET0139  USGS QUAD   -  CHERRY (1973)
 ET0139
 ET0139                         *CURRENT SURVEY CONTROL
 ET0139  ___________________________________________________________________
 ET0139* NAD 83(1986)-  34 35 19.     (N)    112 00 33.     (W)     SCALED    
 ET0139* NAVD 88     -      1474.03   (+/-2cm)    4836.0    (feet)  VERTCON   
 ET0139  ___________________________________________________________________
 ET0139  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 ET0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0139
 ET0139.The horizontal coordinates were scaled from a topographic map and have
 ET0139.an estimated accuracy of +/- 6 seconds.
 ET0139
 ET0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0139.The vertical order pertains to the NGVD 29 superseded value.
 ET0139
 ET0139.The geoid height was determined by GEOID03.
 ET0139
 ET0139;                    North         East    Units  Estimated Accuracy
 ET0139;SPC AZ C     -   397,940.      204,880.      MT  (+/- 180 meters Scaled)
 ET0139
 ET0139                          SUPERSEDED SURVEY CONTROL
 ET0139
 ET0139  NGVD 29 (??/??/92) 1473.212  (m)         4833.36   (f) ADJ UNCH    2 0
 ET0139
 ET0139.Superseded values are not recommended for survey control.
 ET0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0139.See file dsdata.txt to determine how the superseded data were derived.
 ET0139
 ET0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD074278(NAD 83)
 ET0139_MARKER: DB = BENCH MARK DISK
 ET0139_SETTING: 66 = SET IN ROCK OUTCROP
 ET0139_SP_SET: GRANITE OUTCROP
 ET0139_STAMPING: V 111 1935
 ET0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0139+STABILITY: POSITION/ELEVATION WELL
 ET0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0139+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ET0139
 ET0139  HISTORY     - Date     Condition        Report By
 ET0139  HISTORY     - 1935     MONUMENTED       CGS
 ET0139  HISTORY     - 20090220 GOOD             GEOCAC
 ET0139
 ET0139                          STATION DESCRIPTION
 ET0139
 ET0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0139'3.3 MI E FROM CHERRY.
 ET0139'ABOUT 2.9 MILES EAST ALONG THE CAMP VERDE ROAD FROM CHERRY, YAVAPAI
 ET0139'COUNTY, ABOUT 0.1 MILE EAST OF A U-CURVE TO THE SOUTHEAST, 20 FEET
 ET0139'SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE OUTCROP,
 ET0139'AND ABOUT 2 FEET HIGHER THAN THE ROADWAY.
 ET0139
 ET0139                          STATION RECOVERY (2009)
 ET0139
 ET0139'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ET0139'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0139'THE DESCRIPTION - THE ROAD IS CHERRY ROAD AND THE MARK IS SET IN THE
 ET0139'TOP OF A BOULDER THAT PROJECTS 6.5 FEET ABOVE THE GROUND. HANDHELD
 ET0139'COORDINATES
 ET0139'34 35 18.9 (N)   112 00 33.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0785 ***********************************************************************
 CG0785  DESIGNATION -  V 112
 CG0785  PID         -  CG0785
 CG0785  STATE/COUNTY-  AZ/PIMA
 CG0785  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0785
 CG0785                         *CURRENT SURVEY CONTROL
 CG0785  ___________________________________________________________________
 CG0785* NAD 83(1986)-  31 49 26.     (N)    111 31 10.     (W)     SCALED    
 CG0785* NAVD 88     -      1083.95   (+/-2cm)    3556.3    (feet)  VERTCON   
 CG0785  ___________________________________________________________________
 CG0785  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CG0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0785
 CG0785.The horizontal coordinates were scaled from a topographic map and have
 CG0785.an estimated accuracy of +/- 6 seconds.
 CG0785
 CG0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0785.The vertical order pertains to the NGVD 29 superseded value.
 CG0785
 CG0785.The geoid height was determined by GEOID03.
 CG0785
 CG0785;                    North         East    Units  Estimated Accuracy
 CG0785;SPC AZ C     -    91,410.      250,960.      MT  (+/- 180 meters Scaled)
 CG0785
 CG0785                          SUPERSEDED SURVEY CONTROL
 CG0785
 CG0785  NGVD 29 (??/??/92) 1083.155  (m)         3553.65   (f) ADJ UNCH    2 0
 CG0785
 CG0785.Superseded values are not recommended for survey control.
 CG0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0785.See file dsdata.txt to determine how the superseded data were derived.
 CG0785
 CG0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA508210(NAD 83)
 CG0785_MARKER: DB = BENCH MARK DISK
 CG0785_SETTING: 80 = SET IN A BOULDER
 CG0785_SP_SET: BOULDER
 CG0785_STAMPING: V 112 1935
 CG0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0785+STABILITY: SURFACE MOTION
 CG0785
 CG0785  HISTORY     - Date     Condition        Report By
 CG0785  HISTORY     - 1935     MONUMENTED       CGS
 CG0785  HISTORY     - 1952     GOOD             NGS
 CG0785  HISTORY     - 1977     GOOD             USGS
 CG0785
 CG0785                          STATION DESCRIPTION
 CG0785
 CG0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0785'26.4 MI SW FROM THREE POINTS.
 CG0785'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0785'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 5.8 MILES WEST
 CG0785'ALONG ELKHORN RANCH ROAD, 0.35 MILE EAST OF A CATTLE GUARD AND A FENCE
 CG0785'LINE, 0.3 MILE WEST OF A RANCH HOUSE, SET IN THE TOP OF A LARGE
 CG0785'SANDSTONE BOULDER, AT A PROMINENT GROUP OF BOULDERS, 113 FEET SOUTH OF
 CG0785'THE CENTER LINE OF THE ROAD, 33 FEET SOUTH OF THE FENCE LINE, 2.5 FEET
 CG0785'NORTH OF A METAL TAG ON A 1 BY 2 INCH BOARD, AND ABOUT 1 FOOT HIGHER
 CG0785'THAN THE ROAD.
 CG0785
 CG0785                          STATION RECOVERY (1977)
 CG0785
 CG0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0785'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0806 ***********************************************************************
 CG0806  DESIGNATION -  V 113
 CG0806  PID         -  CG0806
 CG0806  STATE/COUNTY-  AZ/PIMA
 CG0806  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0806
 CG0806                         *CURRENT SURVEY CONTROL
 CG0806  ___________________________________________________________________
 CG0806* NAD 83(1986)-  31 36 05.     (N)    111 31 26.     (W)     SCALED    
 CG0806* NAVD 88     -      1067.98   (+/-2cm)    3503.9    (feet)  VERTCON   
 CG0806  ___________________________________________________________________
 CG0806  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CG0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0806
 CG0806.The horizontal coordinates were scaled from a topographic map and have
 CG0806.an estimated accuracy of +/- 6 seconds.
 CG0806
 CG0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0806.The vertical order pertains to the NGVD 29 superseded value.
 CG0806
 CG0806.The geoid height was determined by GEOID03.
 CG0806
 CG0806;                    North         East    Units  Estimated Accuracy
 CG0806;SPC AZ C     -    66,740.      250,630.      MT  (+/- 180 meters Scaled)
 CG0806
 CG0806                          SUPERSEDED SURVEY CONTROL
 CG0806
 CG0806  NGVD 29 (??/??/92) 1067.191  (m)         3501.28   (f) ADJ UNCH    2 0
 CG0806
 CG0806.Superseded values are not recommended for survey control.
 CG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0806.See file dsdata.txt to determine how the superseded data were derived.
 CG0806
 CG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV503963(NAD 83)
 CG0806_MARKER: DB = BENCH MARK DISK
 CG0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0806_STAMPING: V 113 1935
 CG0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0806+STABILITY: SURFACE MOTION
 CG0806
 CG0806  HISTORY     - Date     Condition        Report By
 CG0806  HISTORY     - 1935     MONUMENTED       CGS
 CG0806  HISTORY     - 1951     GOOD             NGS
 CG0806  HISTORY     - 1975     POOR             USGS
 CG0806  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0806
 CG0806                          STATION DESCRIPTION
 CG0806
 CG0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0806'8.2 MI N FROM SASABE.
 CG0806'8.2 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0806'HOUSE AT SASABE, 0.5 MILES SOUTH OF A CATTLE GUARD AND FENCE LINE, 410
 CG0806'1/2 FEET SOUTH OF THE CENTER OF THE ROAD AND A WASH CROSSING THE ROAD,
 CG0806'105 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH
 CG0806'OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CG0806'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0806
 CG0806                          STATION RECOVERY (1975)
 CG0806
 CG0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0806'MARK RECOVERED IN POOR CONDITION.
 CG0806
 CG0806                          STATION RECOVERY (2001)
 CG0806
 CG0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0806'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0243 ***********************************************************************
 DT0243  DESIGNATION -  V 114
 DT0243  PID         -  DT0243
 DT0243  STATE/COUNTY-  AZ/APACHE
 DT0243  USGS QUAD   -  MOUNT BALDY (1978)
 DT0243
 DT0243                         *CURRENT SURVEY CONTROL
 DT0243  ___________________________________________________________________
 DT0243* NAD 83(1986)-  33 58 34.     (N)    109 30 02.     (W)     SCALED    
 DT0243* NAVD 88     -      2817.189  (meters)    9242.73   (feet)  ADJUSTED  
 DT0243  ___________________________________________________________________
 DT0243  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DT0243  DYNAMIC HT  -        2812.461 (meters)    9227.22  (feet)  COMP
 DT0243  MODELED GRAV-     978,854.8   (mgal)                       NAVD 88
 DT0243
 DT0243  VERT ORDER  -  SECOND    CLASS 0
 DT0243
 DT0243.The horizontal coordinates were scaled from a topographic map and have
 DT0243.an estimated accuracy of +/- 6 seconds.
 DT0243
 DT0243.The orthometric height was determined by differential leveling
 DT0243.and adjusted in June 1991.
 DT0243
 DT0243.The geoid height was determined by GEOID03.
 DT0243
 DT0243.The dynamic height is computed by dividing the NAVD 88
 DT0243.geopotential number by the normal gravity value computed on the
 DT0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0243.degrees latitude (g = 980.6199 gals.).
 DT0243
 DT0243.The modeled gravity was interpolated from observed gravity values.
 DT0243
 DT0243;                    North         East    Units  Estimated Accuracy
 DT0243;SPC AZ E     -   330,200.      274,910.      MT  (+/- 180 meters Scaled)
 DT0243
 DT0243                          SUPERSEDED SURVEY CONTROL
 DT0243
 DT0243  NGVD 29 (??/??/92) 2815.945  (m)         9238.65   (f) ADJ UNCH    2 0
 DT0243
 DT0243.Superseded values are not recommended for survey control.
 DT0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0243.See file dsdata.txt to determine how the superseded data were derived.
 DT0243
 DT0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC385605(NAD 83)
 DT0243_MARKER: DB = BENCH MARK DISK
 DT0243_SETTING: 80 = SET IN A BOULDER
 DT0243_SP_SET: BOULDER
 DT0243_STAMPING: V-114 1935
 DT0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0243+STABILITY: SURFACE MOTION
 DT0243
 DT0243  HISTORY     - Date     Condition        Report By
 DT0243  HISTORY     - 1935     MONUMENTED       CGS
 DT0243  HISTORY     - 1976     MARK NOT FOUND   USGS
 DT0243
 DT0243                          STATION DESCRIPTION
 DT0243
 DT0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0243'3.8 MI N FROM VOIGT RANCH.
 DT0243'3.8 MI N ALONG ROAD TO JCT OF STATE HWY NO. 73 ON THE ROAD TO THE
 DT0243'VOIGT RANCH, ABOUT 0.2 MI N OF A ROAD FORKS, 22 FEET NW OF AN ASPEN
 DT0243'TREE THAT IS GROWING BETWEEN TWO BOULDERS, 64 FEET E OF THE CENTERLINE
 DT0243'OF THE ROAD, 10 FEET E OF A 24 IN. PINE TREE SET ON TOP OF A BOULDER
 DT0243'ABOUT 18 IN. HIGH.
 DT0243
 DT0243                          STATION RECOVERY (1976)
 DT0243
 DT0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DT0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0463 ***********************************************************************
 CG0463  DESIGNATION -  V 115
 CG0463  PID         -  CG0463
 CG0463  STATE/COUNTY-  AZ/PIMA
 CG0463  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG0463
 CG0463                         *CURRENT SURVEY CONTROL
 CG0463  ___________________________________________________________________
 CG0463* NAD 83(1986)-  31 46 33.     (N)    111 14 14.     (W)     SCALED    
 CG0463* NAVD 88     -      1133.46   (+/-2cm)    3718.7    (feet)  VERTCON   
 CG0463  ___________________________________________________________________
 CG0463  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CG0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0463
 CG0463.The horizontal coordinates were scaled from a topographic map and have
 CG0463.an estimated accuracy of +/- 6 seconds.
 CG0463
 CG0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0463.The vertical order pertains to the NGVD 29 superseded value.
 CG0463
 CG0463.The geoid height was determined by GEOID03.
 CG0463
 CG0463;                    North         East    Units  Estimated Accuracy
 CG0463;SPC AZ C     -    86,210.      277,710.      MT  (+/- 180 meters Scaled)
 CG0463
 CG0463                          SUPERSEDED SURVEY CONTROL
 CG0463
 CG0463  NGVD 29 (??/??/92) 1132.651  (m)         3716.04   (f) ADJ UNCH    2 0
 CG0463
 CG0463.Superseded values are not recommended for survey control.
 CG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0463.See file dsdata.txt to determine how the superseded data were derived.
 CG0463
 CG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA775156(NAD 83)
 CG0463_MARKER: DB = BENCH MARK DISK
 CG0463_SETTING: 80 = SET IN A BOULDER
 CG0463_SP_SET: BOULDER
 CG0463_STAMPING: V 115 1935
 CG0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0463+STABILITY: SURFACE MOTION
 CG0463
 CG0463  HISTORY     - Date     Condition        Report By
 CG0463  HISTORY     - 1935     MONUMENTED       CGS
 CG0463  HISTORY     - 1952     GOOD             NGS
 CG0463
 CG0463                          STATION DESCRIPTION
 CG0463
 CG0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0463'12.7 MI NW FROM ARIVACA JUNCTION.
 CG0463'5.5 MILES WEST ALONG THE ARIVACA ROAD FROM THE ARIVACA JUNCTION,
 CG0463'THENCE 7.2 MILES NORTHWEST ALONG BATAMONTE RANCH ROAD, 0.5 MILE WEST
 CG0463'OF THE RANCH, AT THE NORTH BASE OF A PROMINENT HILL, 65 FEET SOUTH OF
 CG0463'THE APPROXIMATE CENTER OF THE ROAD, 18.7 FEET NORTHWEST OF A SMALL
 CG0463'MESQUITE TREE BEARING A UNITED STATES GEOLOGICAL SURVEY METAL TAG, IN
 CG0463'THE TOP OF A LARGE EMBEDDED BOULDER PROJECTING 1 1/2 FEET ABOVE THE
 CG0463'GROUND, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0549 ***********************************************************************
 FS0549  DESIGNATION -  V 116
 FS0549  PID         -  FS0549
 FS0549  STATE/COUNTY-  AZ/MOHAVE
 FS0549  USGS QUAD   -  CERBAT (1968)
 FS0549
 FS0549                         *CURRENT SURVEY CONTROL
 FS0549  ___________________________________________________________________
 FS0549* NAD 83(1986)-  35 20 32.     (N)    114 11 26.     (W)     SCALED    
 FS0549* NAVD 88     -      1087.047  (meters)    3566.42   (feet)  ADJUSTED  
 FS0549  ___________________________________________________________________
 FS0549  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS0549  DYNAMIC HT  -        1085.758 (meters)    3562.19  (feet)  COMP
 FS0549  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 FS0549  OBS GRAVITY -     979,410.8   (mgal)                       GRAV_OBS
 FS0549
 FS0549  VERT ORDER  -  FIRST     CLASS II
 FS0549
 FS0549.The horizontal coordinates were scaled from a topographic map and have
 FS0549.an estimated accuracy of +/- 6 seconds.
 FS0549
 FS0549.The orthometric height was determined by differential leveling
 FS0549.and adjusted in June 1991.
 FS0549
 FS0549.The geoid height was determined by GEOID03.
 FS0549
 FS0549.The dynamic height is computed by dividing the NAVD 88
 FS0549.geopotential number by the normal gravity value computed on the
 FS0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0549.degrees latitude (g = 980.6199 gals.).
 FS0549
 FS0549.The modeled gravity was interpolated from observed gravity values.
 FS0549.The observed gravity was obtained from relative gravimeter ties
 FS0549.to the IGSN71 gravity network.
 FS0549
 FS0549;                    North         East    Units  Estimated Accuracy
 FS0549;SPC AZ W     -   481,640.      173,310.      MT  (+/- 180 meters Scaled)
 FS0549
 FS0549                          SUPERSEDED SURVEY CONTROL
 FS0549
 FS0549  NGVD 29 (??/??/92) 1086.223  (m)         3563.72   (f) ADJ UNCH    1 2
 FS0549
 FS0549.Superseded values are not recommended for survey control.
 FS0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0549.See file dsdata.txt to determine how the superseded data were derived.
 FS0549
 FS0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV553146(NAD 83)
 FS0549_MARKER: DB = BENCH MARK DISK
 FS0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0549_STAMPING: V 116 1935
 FS0549_MARK LOGO: CGS   
 FS0549_PROJECTION: PROJECTING 61 CENTIMETERS
 FS0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0549+STABILITY: SURFACE MOTION
 FS0549
 FS0549  HISTORY     - Date     Condition        Report By
 FS0549  HISTORY     - 1935     MONUMENTED       CGS
 FS0549  HISTORY     - 1940     GOOD             NGS
 FS0549  HISTORY     - 1982     GOOD             NGS
 FS0549  HISTORY     - 1982     GOOD             NGS
 FS0549
 FS0549                          STATION DESCRIPTION
 FS0549
 FS0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0549'5.1 MI SW FROM CHLORIDE.
 FS0549'5.1 MILES SOUTHEAST ALONG THE OLD KINGMAN ROAD FROM CHLORIDE, 0.1
 FS0549'MILE NORTH OF THE JUNCTION OF A ROAD LEADING WEST TO U.S. HIGHWAY
 FS0549'93, 42 FEET EAST OF THE CENTERLINE OF THE OLD ROAD, AND 2 FEET
 FS0549'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 FS0549'V 116 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FS0549'FEET ABOVE GROUND.
 FS0549
 FS0549                          STATION RECOVERY (1982)
 FS0549
 FS0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0549'8.2 KM (5.1 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0549'IN CHLORIDE, 0.3 KM (0.2 MI) NORTHWEST OF MINERAL PARK ROAD, 12.8
 FS0549'METERS (42 FT) EAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0549'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FS0549
 FS0549                          STATION RECOVERY (1982)
 FS0549
 FS0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0549'8.2 KM (5.1 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0549'IN CHLORIDE, 0.3 KM (0.2 MI) NORTHWEST OF MINERAL PARK ROAD, 12.8
 FS0549'METERS (42 FT) EAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0549'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0608 ***********************************************************************
 CG0608  DESIGNATION -  V 117
 CG0608  PID         -  CG0608
 CG0608  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0608  USGS QUAD   -  RUBY (1981)
 CG0608
 CG0608                         *CURRENT SURVEY CONTROL
 CG0608  ___________________________________________________________________
 CG0608* NAD 83(1986)-  31 25 48.     (N)    111 10 35.     (W)     SCALED    
 CG0608* NAVD 88     -      1275.84   (+/-2cm)    4185.8    (feet)  VERTCON   
 CG0608  ___________________________________________________________________
 CG0608  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CG0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0608
 CG0608.The horizontal coordinates were scaled from a topographic map and have
 CG0608.an estimated accuracy of +/- 6 seconds.
 CG0608
 CG0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0608.The vertical order pertains to the NGVD 29 superseded value.
 CG0608
 CG0608.The geoid height was determined by GEOID03.
 CG0608
 CG0608;                    North         East    Units  Estimated Accuracy
 CG0608;SPC AZ C     -    47,910.      283,730.      MT  (+/- 180 meters Scaled)
 CG0608
 CG0608                          SUPERSEDED SURVEY CONTROL
 CG0608
 CG0608  NGVD 29 (??/??/92) 1274.927  (m)         4182.82   (f) ADJ UNCH    2 0
 CG0608
 CG0608.Superseded values are not recommended for survey control.
 CG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0608.See file dsdata.txt to determine how the superseded data were derived.
 CG0608
 CG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV832772(NAD 83)
 CG0608_MARKER: DB = BENCH MARK DISK
 CG0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0608_STAMPING: V 117 1935
 CG0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0608+STABILITY: SURFACE MOTION
 CG0608
 CG0608  HISTORY     - Date     Condition        Report By
 CG0608  HISTORY     - 1935     MONUMENTED       CGS
 CG0608  HISTORY     - 1977     GOOD             USGS
 CG0608
 CG0608                          STATION DESCRIPTION
 CG0608
 CG0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0608'6.0 MI SE FROM RUBY.
 CG0608'6.0 MILES SOUTHEAST ALONG THE NOGALES ROAD FROM RUBY, SANTA CRUZ
 CG0608'COUNTY, 1.0 MILE NORTHWEST OF JUNCTION OF A ROAD LEADING SOUTH TO
 CG0608'TESCOSA RANCH, 0.8 MILE SOUTHEAST OF A CREEK CROSSING AND THE JUNCTION
 CG0608'OF A ROAD LEADING SOUTH TO BEAR VALLEY, 60 FEET WEST OF A 24-INCH LIVE
 CG0608'OAK TREE, AND 55 FEET NORTH OF THE CENTERLINE OF THE ROAD. A STANDARD
 CG0608'DISK, STAMPED V 117 1935 AND SET IN TOP OF A CONCRETE POST.
 CG0608
 CG0608                          STATION RECOVERY (1977)
 CG0608
 CG0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0608'6.0 MILES SOUTHEAST ALONG NOGALES ROAD FROM RUBY. 1.0 MILE NORTHWEST
 CG0608'OF A JUNCTION LEADING SOUTHWEST TO BEAR VALLEY RANCH. 0.8 MILE
 CG0608'SOUTHEAST OF A CREEK CROSSING. 60 FEET WEST OF A 24 INCH LIVE OAK
 CG0608'TREE. 55 FEET NORTH OF THE C/L OF ROAD. SET IN TOP OF CONCRETE POST.
 CG0608'A STANDARD DISK STAMPED V 117 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0821 ***********************************************************************
 CG0821  DESIGNATION -  V 118
 CG0821  PID         -  CG0821
 CG0821  STATE/COUNTY-  AZ/PIMA
 CG0821  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0821
 CG0821                         *CURRENT SURVEY CONTROL
 CG0821  ___________________________________________________________________
 CG0821* NAD 83(1986)-  31 48 00.     (N)    111 42 25.     (W)     SCALED    
 CG0821* NAVD 88     -       888.84   (+/-2cm)    2916.1    (feet)  VERTCON   
 CG0821  ___________________________________________________________________
 CG0821  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CG0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0821
 CG0821.The horizontal coordinates were scaled from a topographic map and have
 CG0821.an estimated accuracy of +/- 6 seconds.
 CG0821
 CG0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0821.The vertical order pertains to the NGVD 29 superseded value.
 CG0821
 CG0821.The geoid height was determined by GEOID03.
 CG0821
 CG0821;                    North         East    Units  Estimated Accuracy
 CG0821;SPC AZ C     -    88,710.      233,220.      MT  (+/- 180 meters Scaled)
 CG0821
 CG0821                          SUPERSEDED SURVEY CONTROL
 CG0821
 CG0821  NGVD 29 (??/??/92)  888.083  (m)         2913.65   (f) ADJ UNCH    2 0
 CG0821
 CG0821.Superseded values are not recommended for survey control.
 CG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0821.See file dsdata.txt to determine how the superseded data were derived.
 CG0821
 CG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA330184(NAD 83)
 CG0821_MARKER: DB = BENCH MARK DISK
 CG0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0821_STAMPING: V 118 1935
 CG0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0821+STABILITY: SURFACE MOTION
 CG0821
 CG0821  HISTORY     - Date     Condition        Report By
 CG0821  HISTORY     - 1935     MONUMENTED       CGS
 CG0821  HISTORY     - 1952     GOOD             NGS
 CG0821
 CG0821                          STATION DESCRIPTION
 CG0821
 CG0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0821'7.2 MI E FROM TOPAWA.
 CG0821'7.2 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0821'TOPAWA, 75.9 FEET SOUTHEAST OF A TELEPHONE POLE, 61 1/2 FEET NORTH OF
 CG0821'THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT
 CG0821'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0821'1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0387 ***********************************************************************
 FS0387  DESIGNATION -  V 119
 FS0387  PID         -  FS0387
 FS0387  STATE/COUNTY-  AZ/MOHAVE
 FS0387  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0387
 FS0387                         *CURRENT SURVEY CONTROL
 FS0387  ___________________________________________________________________
 FS0387* NAD 83(1986)-  35 57 16.     (N)    114 29 43.     (W)     SCALED    
 FS0387* NAVD 88     -       491.690  (meters)    1613.15   (feet)  POSTED    
 FS0387  ___________________________________________________________________
 FS0387  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FS0387  DYNAMIC HT  -         491.200 (meters)    1611.55  (feet)  COMP
 FS0387  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 FS0387
 FS0387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0387
 FS0387.The horizontal coordinates were scaled from a topographic map and have
 FS0387.an estimated accuracy of +/- 6 seconds.
 FS0387
 FS0387.The orthometric height was determined by differential leveling
 FS0387.and adjusted by the  in 1992.
 FS0387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0387.rate of 0.0 thru 1.0 mm/km.
 FS0387
 FS0387.The geoid height was determined by GEOID03.
 FS0387
 FS0387.The dynamic height is computed by dividing the NAVD 88
 FS0387.geopotential number by the normal gravity value computed on the
 FS0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0387.degrees latitude (g = 980.6199 gals.).
 FS0387
 FS0387.The modeled gravity was interpolated from observed gravity values.
 FS0387
 FS0387;                    North         East    Units  Estimated Accuracy
 FS0387;SPC AZ W     -   549,730.      146,130.      MT  (+/- 180 meters Scaled)
 FS0387
 FS0387                          SUPERSEDED SURVEY CONTROL
 FS0387
 FS0387  NGVD 29 (??/??/92)  490.969  (m)         1610.79   (f) ADJ UNCH    1 1
 FS0387
 FS0387.Superseded values are not recommended for survey control.
 FS0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0387.See file dsdata.txt to determine how the superseded data were derived.
 FS0387
 FS0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV258817(NAD 83)
 FS0387_MARKER: DB = BENCH MARK DISK
 FS0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0387_STAMPING: V 119 1935
 FS0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0387+STABILITY: SURFACE MOTION
 FS0387
 FS0387  HISTORY     - Date     Condition        Report By
 FS0387  HISTORY     - 1935     MONUMENTED       CGS
 FS0387  HISTORY     - 1963     GOOD             NGS
 FS0387
 FS0387                          STATION DESCRIPTION
 FS0387
 FS0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FS0387'8.7 MI S FROM MOUTH OF DETRITAL WASH.
 FS0387'6.9 MILES SOUTH ALONG DETRIAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0387'MEAD, THENCE 1.8 MILES SOUTH ALONG AN ABANDONED ROAD, 0.35 MILE
 FS0387'SOUTHEAST ALONG A DIM ROAD FROM TEMPLE BAR ROAD, 0.4 MILE
 FS0387'SOUTHEAST OF THE INTERSECTION OF A GRADED ROAD SOUTH TO U.S.
 FS0387'HIGHWAY 93, ON THE WEST SIDE OF A WASH, 61 1/2 FEET SOUTH OF
 FS0387'THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTH OF A WITNESS POST,
 FS0387'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0387'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0969 ***********************************************************************
 DV0969  DESIGNATION -  V 12
 DV0969  PID         -  DV0969
 DV0969  STATE/COUNTY-  AZ/LA PAZ
 DV0969  USGS QUAD   -  SOCORRO MINE (1990)
 DV0969
 DV0969                         *CURRENT SURVEY CONTROL
 DV0969  ___________________________________________________________________
 DV0969* NAD 83(1986)-  33 41 11.     (N)    113 27 06.     (W)     SCALED    
 DV0969* NAVD 88     -       482.15   (+/-2cm)    1581.9    (feet)  VERTCON   
 DV0969  ___________________________________________________________________
 DV0969  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DV0969  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0969
 DV0969.The horizontal coordinates were scaled from a topographic map and have
 DV0969.an estimated accuracy of +/- 6 seconds.
 DV0969
 DV0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0969.The vertical order pertains to the NGVD 29 superseded value.
 DV0969
 DV0969.The geoid height was determined by GEOID03.
 DV0969
 DV0969;                    North         East    Units  Estimated Accuracy
 DV0969;SPC AZ W     -   297,920.      241,020.      MT  (+/- 180 meters Scaled)
 DV0969
 DV0969                          SUPERSEDED SURVEY CONTROL
 DV0969
 DV0969  NGVD 29 (??/??/92)  481.459  (m)         1579.59   (f) ADJ UNCH    1 2
 DV0969
 DV0969.Superseded values are not recommended for survey control.
 DV0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0969.See file dsdata.txt to determine how the superseded data were derived.
 DV0969
 DV0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC727300(NAD 83)
 DV0969_MARKER: DB = BENCH MARK DISK
 DV0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0969_STAMPING: 1579.587 V 12 1927
 DV0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0969+STABILITY: SURFACE MOTION
 DV0969
 DV0969  HISTORY     - Date     Condition        Report By
 DV0969  HISTORY     - 1927     MONUMENTED       CGS
 DV0969  HISTORY     - 1958     MARK NOT FOUND   USGS
 DV0969  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0969
 DV0969                          STATION DESCRIPTION
 DV0969
 DV0969'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DV0969'11.8 MI SE FROM SALOME.
 DV0969'11.8 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD FROM THE JUNCTION OF
 DV0969'U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, ON A SMALL RISE, OPPOSITE A
 DV0969'LARGE CLEARING, 90 YARDS EAST OF TWO SIGNS, AT THE JUNCTION OF A ROAD
 DV0969'LEADING NORTHEAST, 40 YARDS EAST OF A LARGE GREEN TREE ON THE NORTH
 DV0969'EDGE OF THE ROAD, AND 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 DV0969'A STANDARD DISK, STAMPED 1579.587 V 12 1927 AND SET IN THE TOP OF A
 DV0969'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 DV0969
 DV0969                          STATION RECOVERY (1981)
 DV0969
 DV0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0969'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0318 ***********************************************************************
 FS0318  DESIGNATION -  V 121
 FS0318  PID         -  FS0318
 FS0318  STATE/COUNTY-  AZ/MOHAVE
 FS0318  USGS QUAD   -  MIDDLE WATER SPRING (1989)
 FS0318
 FS0318                         *CURRENT SURVEY CONTROL
 FS0318  ___________________________________________________________________
 FS0318* NAD 83(1986)-  35 34 52.     (N)    114 23 21.     (W)     SCALED    
 FS0318* NAVD 88     -       845.130  (meters)    2772.73   (feet)  ADJUSTED  
 FS0318  ___________________________________________________________________
 FS0318  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0318  DYNAMIC HT  -         844.178 (meters)    2769.61  (feet)  COMP
 FS0318  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 FS0318
 FS0318  VERT ORDER  -  FIRST     CLASS I
 FS0318
 FS0318.The horizontal coordinates were scaled from a topographic map and have
 FS0318.an estimated accuracy of +/- 6 seconds.
 FS0318
 FS0318.The orthometric height was determined by differential leveling
 FS0318.and adjusted in June 1991.
 FS0318
 FS0318.The geoid height was determined by GEOID03.
 FS0318
 FS0318.The dynamic height is computed by dividing the NAVD 88
 FS0318.geopotential number by the normal gravity value computed on the
 FS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0318.degrees latitude (g = 980.6199 gals.).
 FS0318
 FS0318.The modeled gravity was interpolated from observed gravity values.
 FS0318
 FS0318;                    North         East    Units  Estimated Accuracy
 FS0318;SPC AZ W     -   508,250.      155,430.      MT  (+/- 180 meters Scaled)
 FS0318
 FS0318                          SUPERSEDED SURVEY CONTROL
 FS0318
 FS0318  NGVD 29 (??/??/92)  844.372  (m)         2770.24   (f) ADJ UNCH    1 1
 FS0318
 FS0318.Superseded values are not recommended for survey control.
 FS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0318.See file dsdata.txt to determine how the superseded data were derived.
 FS0318
 FS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV365406(NAD 83)
 FS0318_MARKER: DB = BENCH MARK DISK
 FS0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0318_STAMPING: V 121 1935
 FS0318_MARK LOGO: CGS   
 FS0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0318+STABILITY: SURFACE MOTION
 FS0318
 FS0318  HISTORY     - Date     Condition        Report By
 FS0318  HISTORY     - 1935     MONUMENTED       CGS
 FS0318  HISTORY     - 1949     GOOD             NGS
 FS0318  HISTORY     - 1982     GOOD             NGS
 FS0318
 FS0318                          STATION DESCRIPTION
 FS0318
 FS0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0318'14.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0318'14.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0318'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTHEAST OF
 FS0318'MILEPOST 38, ABOUT 100 YARDS NORTHWEST OF A SIGN READING SHEPS 15
 FS0318'MI MODERN MOTEL, 83.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0318'HIGHWAY, 33.7 FEET SOUTHWEST OF A FENCE, 2.0 FEET EAST OF A WITNESS
 FS0318'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 FS0318'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0318
 FS0318                          STATION RECOVERY (1982)
 FS0318
 FS0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0711 ***********************************************************************
 CG0711  DESIGNATION -  V 122
 CG0711  PID         -  CG0711
 CG0711  STATE/COUNTY-  AZ/PIMA
 CG0711  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0711
 CG0711                         *CURRENT SURVEY CONTROL
 CG0711  ___________________________________________________________________
 CG0711* NAD 83(1986)-  31 32 00.     (N)    111 36 47.     (W)     SCALED    
 CG0711* NAVD 88     -      1050.50   (+/-2cm)    3446.5    (feet)  VERTCON   
 CG0711  ___________________________________________________________________
 CG0711  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CG0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0711
 CG0711.The horizontal coordinates were scaled from a topographic map and have
 CG0711.an estimated accuracy of +/- 6 seconds.
 CG0711
 CG0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0711.The vertical order pertains to the NGVD 29 superseded value.
 CG0711
 CG0711.The geoid height was determined by GEOID03.
 CG0711
 CG0711;                    North         East    Units  Estimated Accuracy
 CG0711;SPC AZ C     -    59,170.      242,190.      MT  (+/- 180 meters Scaled)
 CG0711
 CG0711                          SUPERSEDED SURVEY CONTROL
 CG0711
 CG0711  NGVD 29 (??/??/92) 1049.699  (m)         3443.89   (f) ADJ UNCH    2 0
 CG0711
 CG0711.Superseded values are not recommended for survey control.
 CG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0711.See file dsdata.txt to determine how the superseded data were derived.
 CG0711
 CG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV418888(NAD 83)
 CG0711_MARKER: DB = BENCH MARK DISK
 CG0711_SETTING: 66 = SET IN ROCK OUTCROP
 CG0711_SP_SET: ROCK OUTCROP
 CG0711_STAMPING: V 122 1935
 CG0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0711+STABILITY: POSITION/ELEVATION WELL
 CG0711
 CG0711  HISTORY     - Date     Condition        Report By
 CG0711  HISTORY     - 1935     MONUMENTED       CGS
 CG0711  HISTORY     - 1952     GOOD             NGS
 CG0711  HISTORY     - 1975     GOOD             USGS
 CG0711
 CG0711                          STATION DESCRIPTION
 CG0711
 CG0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0711'13.0 MI NW FROM SASABE.
 CG0711'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD, FROM THE SCHOOL HOUSE AT
 CG0711'SASABE, THENCE 4.3 MILES WEST ALONG A DIRT ROAD TO A GATE FENCE LINE,
 CG0711'THENCE 3.9 MILES SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF TWO
 CG0711'WASHES, ABOUT 0.3 MILE NORTH OF A CORRAL AND WATER TANK, 24 1/2 FEET
 CG0711'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6.0 FEET EAST OF A METAL TAG
 CG0711'STAMPED 3444.3, SET ON THE TOP OF A LARGE OUTCROP, AND ABOUT 4 1/2
 CG0711'FEET HIGHER THAN THE ROAD.
 CG0711
 CG0711                          STATION RECOVERY (1975)
 CG0711
 CG0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0711'SASABE, 3.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE, THENCE
 CG0711'2.7 MI W. ALONG DIRT RD. TO T-RD. N., THENCE 3.0 MI N. ALONG MAIN
 CG0711'DIRT RD. TO T-RD., THENCE 3.7 MI S. (LEFT) (ABOUT 2.75 MI S. OF
 CG0711'PRESUMIDO PASS), AT JUNCTION OF TWO WASHES. 23 FT SE. OF CENTERLINE
 CG0711'OF RD. SET IN ROCK OUTCROP 7.6 FT ABOVE RD. STANDARD DISK STAMPED V
 CG0711'122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0509 ***********************************************************************
 FR0509  DESIGNATION -  V 124
 FR0509  PID         -  FR0509
 FR0509  STATE/COUNTY-  AZ/MOHAVE
 FR0509  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0509
 FR0509                         *CURRENT SURVEY CONTROL
 FR0509  ___________________________________________________________________
 FR0509* NAD 83(1986)-  35 14 51.     (N)    113 58 42.     (W)     SCALED    
 FR0509* NAVD 88     -      1029.924  (meters)    3379.01   (feet)  ADJUSTED  
 FR0509  ___________________________________________________________________
 FR0509  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FR0509  DYNAMIC HT  -        1028.703 (meters)    3375.00  (feet)  COMP
 FR0509  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 FR0509
 FR0509  VERT ORDER  -  FIRST     CLASS I
 FR0509
 FR0509.The horizontal coordinates were scaled from a topographic map and have
 FR0509.an estimated accuracy of +/- 6 seconds.
 FR0509
 FR0509.The orthometric height was determined by differential leveling
 FR0509.and adjusted in June 1991.
 FR0509
 FR0509.The geoid height was determined by GEOID03.
 FR0509
 FR0509.The dynamic height is computed by dividing the NAVD 88
 FR0509.geopotential number by the normal gravity value computed on the
 FR0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0509.degrees latitude (g = 980.6199 gals.).
 FR0509
 FR0509.The modeled gravity was interpolated from observed gravity values.
 FR0509
 FR0509;                    North         East    Units  Estimated Accuracy
 FR0509;SPC AZ W     -   471,070.      192,580.      MT  (+/- 180 meters Scaled)
 FR0509
 FR0509                          SUPERSEDED SURVEY CONTROL
 FR0509
 FR0509  NGVD 29 (??/??/92) 1029.119  (m)         3376.37   (f) ADJ UNCH    1 1
 FR0509
 FR0509.Superseded values are not recommended for survey control.
 FR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0509.See file dsdata.txt to determine how the superseded data were derived.
 FR0509
 FR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE290045(NAD 83)
 FR0509_MARKER: DB = BENCH MARK DISK
 FR0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0509_STAMPING: V 124 1935
 FR0509_MARK LOGO: CGS   
 FR0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0509+STABILITY: SURFACE MOTION
 FR0509
 FR0509  HISTORY     - Date     Condition        Report By
 FR0509  HISTORY     - 1935     MONUMENTED       CGS
 FR0509  HISTORY     - 1940     GOOD             NGS
 FR0509  HISTORY     - 1961     GOOD             NGS
 FR0509  HISTORY     - 1982     GOOD             NGS
 FR0509
 FR0509                          STATION DESCRIPTION
 FR0509
 FR0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0509'6.5 MI NE FROM KINGMAN.
 FR0509'6.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0509'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, AT BERRY SIDING, 350 FEET
 FR0509'NORTHEAST OF A SECTION CREW HOUSE, DIRECTLY ACROSS THE TRACK FROM
 FR0509'MILEPOST 510, 98 FEET NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK,
 FR0509'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET SOUTHEAST OF
 FR0509'THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED V 124 1935 AND SET
 FR0509'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FR0509
 FR0509                          STATION RECOVERY (1961)
 FR0509
 FR0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FR0509'RECOVERED IN GOOD CONDITION.
 FR0509
 FR0509                          STATION RECOVERY (1982)
 FR0509
 FR0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0509'RECOVERED IN GOOD CONDITION.
 FR0509'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 FR0509'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0444 ***********************************************************************
 FS0444  DESIGNATION -  V 125
 FS0444  PID         -  FS0444
 FS0444  STATE/COUNTY-  AZ/MOHAVE
 FS0444  USGS QUAD   -  GARNET MTN (1989)
 FS0444
 FS0444                         *CURRENT SURVEY CONTROL
 FS0444  ___________________________________________________________________
 FS0444* NAD 83(1986)-  35 45 05.     (N)    114 05 36.     (W)     SCALED    
 FS0444* NAVD 88     -       862.838  (meters)    2830.83   (feet)  POSTED    
 FS0444  ___________________________________________________________________
 FS0444  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FS0444  DYNAMIC HT  -         861.870 (meters)    2827.65  (feet)  COMP
 FS0444  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 FS0444
 FS0444  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0444
 FS0444.The horizontal coordinates were scaled from a topographic map and have
 FS0444.an estimated accuracy of +/- 6 seconds.
 FS0444
 FS0444.The orthometric height was determined by differential leveling
 FS0444.and adjusted by the  in 1992.
 FS0444.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0444.rate of 1.1 thru 2.0 mm/km.
 FS0444
 FS0444.The geoid height was determined by GEOID03.
 FS0444
 FS0444.The dynamic height is computed by dividing the NAVD 88
 FS0444.geopotential number by the normal gravity value computed on the
 FS0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0444.degrees latitude (g = 980.6199 gals.).
 FS0444
 FS0444.The modeled gravity was interpolated from observed gravity values.
 FS0444
 FS0444;                    North         East    Units  Estimated Accuracy
 FS0444;SPC AZ W     -   527,000.      182,310.      MT  (+/- 180 meters Scaled)
 FS0444
 FS0444                          SUPERSEDED SURVEY CONTROL
 FS0444
 FS0444  NGVD 29 (??/??/92)  862.092  (m)         2828.38   (f) ADJ UNCH    1 1
 FS0444
 FS0444.Superseded values are not recommended for survey control.
 FS0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0444.See file dsdata.txt to determine how the superseded data were derived.
 FS0444
 FS0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV628602(NAD 83)
 FS0444_MARKER: DB = BENCH MARK DISK
 FS0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0444_STAMPING: V 125 1935
 FS0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0444+STABILITY: SURFACE MOTION
 FS0444
 FS0444  HISTORY     - Date     Condition        Report By
 FS0444  HISTORY     - 1935     MONUMENTED       CGS
 FS0444  HISTORY     - 1955     GOOD             NGS
 FS0444  HISTORY     - 19870127 GOOD             USPSQD
 FS0444
 FS0444                          STATION DESCRIPTION
 FS0444
 FS0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FS0444'34.6 MI N FROM HACKBERRY.
 FS0444'34.6 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED
 FS0444'LAKE (DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY,
 FS0444'11.3 MILES NORTHWEST OF THE JUNCTION OF THE NEW ROAD, 3.3 MILES
 FS0444'SOUTH OF THE JUNCTION OF STATE HIGHWAY 193, 900 FEET WEST OF AN
 FS0444'OLD HOUSE SITE, 400 FEET EAST OF A RESERVOIR, AT THE NTERSECTION
 FS0444'OF THE NEW ROAD, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 FS0444'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FS0444'STAMPED V 125 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0444'0.5 FOOT ABOVE GROUND.
 FS0444
 FS0444                          STATION RECOVERY (1987)
 FS0444
 FS0444'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0387 ***********************************************************************
 GR0387  DESIGNATION -  V 126
 GR0387  PID         -  GR0387
 GR0387  STATE/COUNTY-  AZ/MOHAVE
 GR0387  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0387
 GR0387                         *CURRENT SURVEY CONTROL
 GR0387  ___________________________________________________________________
 GR0387* NAD 83(1986)-  36 04 51.     (N)    114 03 44.     (W)     SCALED    
 GR0387* NAVD 88     -       770.031  (meters)    2526.34   (feet)  POSTED    
 GR0387  ___________________________________________________________________
 GR0387  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GR0387  DYNAMIC HT  -         769.210 (meters)    2523.65  (feet)  COMP
 GR0387  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 GR0387
 GR0387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0387
 GR0387.The horizontal coordinates were scaled from a topographic map and have
 GR0387.an estimated accuracy of +/- 6 seconds.
 GR0387
 GR0387.The orthometric height was determined by differential leveling
 GR0387.and adjusted by the  in 1992.
 GR0387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0387.rate of 0.0 thru 1.0 mm/km.
 GR0387
 GR0387.The geoid height was determined by GEOID03.
 GR0387
 GR0387.The dynamic height is computed by dividing the NAVD 88
 GR0387.geopotential number by the normal gravity value computed on the
 GR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0387.degrees latitude (g = 980.6199 gals.).
 GR0387
 GR0387.The modeled gravity was interpolated from observed gravity values.
 GR0387
 GR0387;                    North         East    Units  Estimated Accuracy
 GR0387;SPC AZ W     -   563,550.      185,240.      MT  (+/- 180 meters Scaled)
 GR0387
 GR0387                          SUPERSEDED SURVEY CONTROL
 GR0387
 GR0387  NGVD 29 (??/??/92)  769.325  (m)         2524.03   (f) ADJ UNCH    1 1
 GR0387
 GR0387.Superseded values are not recommended for survey control.
 GR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0387.See file dsdata.txt to determine how the superseded data were derived.
 GR0387
 GR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV645969(NAD 83)
 GR0387_MARKER: DB = BENCH MARK DISK
 GR0387_SETTING: 80 = SET IN A BOULDER
 GR0387_SP_SET: BOULDER
 GR0387_STAMPING: V 126 1935
 GR0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0387+STABILITY: SURFACE MOTION
 GR0387
 GR0387  HISTORY     - Date     Condition        Report By
 GR0387  HISTORY     - 1935     MONUMENTED       CGS
 GR0387  HISTORY     - 1950     GOOD             NGS
 GR0387
 GR0387                          STATION DESCRIPTION
 GR0387
 GR0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0387'5.2 MI SW FROM PIERCES FERRY.
 GR0387'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0387'STATION AT PIERCES FERRY, THENCE 4.7 MILES SOUTHWEST ALONG AN OLD
 GR0387'ABANDONED ROAD, IN THE TOP OF THE NORTH END OF A GRANITE BOULDER, AT A
 GR0387'POINT WHERE THE ROAD CROSSES A DRY WASH, AT THE FOOT OF THE EAST SIDE
 GR0387'OF A ROCKY HILL, ABOUT 250 YARDS WEST OF PARK SERVICE ROAD, 51 FEET
 GR0387'WEST OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHWEST OF THE
 GR0387'APPROXIMATE CENTER OF THE WASH, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0088 ***********************************************************************
 GQ0088  DESIGNATION -  V 127
 GQ0088  PID         -  GQ0088
 GQ0088  STATE/COUNTY-  AZ/MOHAVE
 GQ0088  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0088
 GQ0088                         *CURRENT SURVEY CONTROL
 GQ0088  ___________________________________________________________________
 GQ0088* NAD 83(1986)-  36 10 00.     (N)    113 56 49.     (W)     SCALED    
 GQ0088* NAVD 88     -       411.262  (meters)    1349.28   (feet)  POSTED    
 GQ0088  ___________________________________________________________________
 GQ0088  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GQ0088  DYNAMIC HT  -         410.830 (meters)    1347.86  (feet)  COMP
 GQ0088  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 GQ0088
 GQ0088  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0088
 GQ0088.The horizontal coordinates were scaled from a topographic map and have
 GQ0088.an estimated accuracy of +/- 6 seconds.
 GQ0088
 GQ0088.The orthometric height was determined by differential leveling
 GQ0088.and adjusted by the  in 1992.
 GQ0088.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0088.rate of 0.0 thru 1.0 mm/km.
 GQ0088
 GQ0088.The geoid height was determined by GEOID03.
 GQ0088
 GQ0088.The dynamic height is computed by dividing the NAVD 88
 GQ0088.geopotential number by the normal gravity value computed on the
 GQ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0088.degrees latitude (g = 980.6199 gals.).
 GQ0088
 GQ0088.The modeled gravity was interpolated from observed gravity values.
 GQ0088
 GQ0088;                    North         East    Units  Estimated Accuracy
 GQ0088;SPC AZ W     -   573,040.      195,640.      MT  (+/- 180 meters Scaled)
 GQ0088
 GQ0088                          SUPERSEDED SURVEY CONTROL
 GQ0088
 GQ0088  NGVD 29 (??/??/92)  410.559  (m)         1346.98   (f) ADJ UNCH    1 1
 GQ0088
 GQ0088.Superseded values are not recommended for survey control.
 GQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0088.See file dsdata.txt to determine how the superseded data were derived.
 GQ0088
 GQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF349064(NAD 83)
 GQ0088_MARKER: DB = BENCH MARK DISK
 GQ0088_SETTING: 80 = SET IN A BOULDER
 GQ0088_SP_SET: BOULDER
 GQ0088_STAMPING: V 127 1935
 GQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0088+STABILITY: SURFACE MOTION
 GQ0088
 GQ0088  HISTORY     - Date     Condition        Report By
 GQ0088  HISTORY     - 1935     MONUMENTED       CGS
 GQ0088  HISTORY     - 1950     GOOD             NGS
 GQ0088
 GQ0088                          STATION DESCRIPTION
 GQ0088
 GQ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0088'63.3 MI SE FROM RIVERSIDE, NV.
 GQ0088'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0088'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0088'THENCE 23.6 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0088'FERRY ROAD, IN SNAP CANYON, IN THE APPROXIMATE CENTER OF THE MAIN
 GQ0088'CHANNEL, IN THE TOP OF A GRANITE BOULDER PROJECTING 2.0 FEET ABOVE THE
 GQ0088'GROUND, ABOUT 34 YARDS NORTHEAST OF THE SOUTHWEST END OF A LONG NARROW
 GQ0088'ROCK COVERED SAND BAR, AND 28 FEET NORTHWEST OF THE SOUTHEAST VERTICAL
 GQ0088'BANK OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0417 ***********************************************************************
 FS0417  DESIGNATION -  V 128
 FS0417  PID         -  FS0417
 FS0417  STATE/COUNTY-  AZ/MOHAVE
 FS0417  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0417
 FS0417                         *CURRENT SURVEY CONTROL
 FS0417  ___________________________________________________________________
 FS0417* NAD 83(1986)-  35 57 49.     (N)    114 09 13.     (W)     SCALED    
 FS0417* NAVD 88     -       546.986  (meters)    1794.57   (feet)  POSTED    
 FS0417  ___________________________________________________________________
 FS0417  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FS0417  DYNAMIC HT  -         546.420 (meters)    1792.71  (feet)  COMP
 FS0417  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 FS0417
 FS0417  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0417
 FS0417.The horizontal coordinates were scaled from a topographic map and have
 FS0417.an estimated accuracy of +/- 6 seconds.
 FS0417
 FS0417.The orthometric height was determined by differential leveling
 FS0417.and adjusted by the  in 1992.
 FS0417.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0417.rate of 0.0 thru 1.0 mm/km.
 FS0417
 FS0417.The geoid height was determined by GEOID03.
 FS0417
 FS0417.The dynamic height is computed by dividing the NAVD 88
 FS0417.geopotential number by the normal gravity value computed on the
 FS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0417.degrees latitude (g = 980.6199 gals.).
 FS0417
 FS0417.The modeled gravity was interpolated from observed gravity values.
 FS0417
 FS0417;                    North         East    Units  Estimated Accuracy
 FS0417;SPC AZ W     -   550,570.      176,960.      MT  (+/- 180 meters Scaled)
 FS0417
 FS0417                          SUPERSEDED SURVEY CONTROL
 FS0417
 FS0417  NGVD 29 (??/??/92)  546.332  (m)         1792.42   (f) ADJ UNCH    1 1
 FS0417
 FS0417.Superseded values are not recommended for survey control.
 FS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0417.See file dsdata.txt to determine how the superseded data were derived.
 FS0417
 FS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV566836(NAD 83)
 FS0417_MARKER: DB = BENCH MARK DISK
 FS0417_SETTING: 66 = SET IN ROCK OUTCROP
 FS0417_SP_SET: ROCK OUTCROP
 FS0417_STAMPING: V 128 1935
 FS0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0417+STABILITY: POSITION/ELEVATION WELL
 FS0417
 FS0417  HISTORY     - Date     Condition        Report By
 FS0417  HISTORY     - 1935     MONUMENTED       CGS
 FS0417  HISTORY     - 1950     GOOD             NGS
 FS0417  HISTORY     - 19870220 GOOD             USPSQD
 FS0417
 FS0417                          STATION DESCRIPTION
 FS0417
 FS0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0417'4.5 MI S FROM MOUTH OF HUALPAI WASH.
 FS0417'4.5 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0417'WASH ON THE SOUTH SHORE OF LAKE MEAD, ON THE WEST SIDE OF HUALPAI
 FS0417'WASH, IN THE TOP OF AN OUTCROP, 44 FEET WEST OF THE CENTER LINE OF
 FS0417'THE ROAD, 30 FEET EAST OF THE WEST BANK OF THE WASH, 12 FEET WEST
 FS0417'OF AN 8-INCH MESQUITE TREE, AND ABOUT 3 FEET HIGHER THAN THE
 FS0417'ROAD.
 FS0417
 FS0417                          STATION RECOVERY (1987)
 FS0417
 FS0417'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0103 ***********************************************************************
 GQ0103  DESIGNATION -  V 129
 GQ0103  PID         -  GQ0103
 GQ0103  STATE/COUNTY-  AZ/MOHAVE
 GQ0103  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0103
 GQ0103                         *CURRENT SURVEY CONTROL
 GQ0103  ___________________________________________________________________
 GQ0103* NAD 83(1986)-  36 12 25.     (N)    113 53 23.     (W)     SCALED    
 GQ0103* NAVD 88     -       657.013  (meters)    2155.55   (feet)  POSTED    
 GQ0103  ___________________________________________________________________
 GQ0103  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 GQ0103  DYNAMIC HT  -         656.300 (meters)    2153.21  (feet)  COMP
 GQ0103  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 GQ0103
 GQ0103  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0103
 GQ0103.The horizontal coordinates were scaled from a topographic map and have
 GQ0103.an estimated accuracy of +/- 6 seconds.
 GQ0103
 GQ0103.The orthometric height was determined by differential leveling
 GQ0103.and adjusted by the  in 1992.
 GQ0103.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0103.rate of 0.0 thru 1.0 mm/km.
 GQ0103
 GQ0103.The geoid height was determined by GEOID03.
 GQ0103
 GQ0103.The dynamic height is computed by dividing the NAVD 88
 GQ0103.geopotential number by the normal gravity value computed on the
 GQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0103.degrees latitude (g = 980.6199 gals.).
 GQ0103
 GQ0103.The modeled gravity was interpolated from observed gravity values.
 GQ0103
 GQ0103;                    North         East    Units  Estimated Accuracy
 GQ0103;SPC AZ W     -   577,500.      200,800.      MT  (+/- 180 meters Scaled)
 GQ0103
 GQ0103                          SUPERSEDED SURVEY CONTROL
 GQ0103
 GQ0103  NGVD 29 (??/??/92)  656.292  (m)         2153.18   (f) ADJ UNCH    1 1
 GQ0103
 GQ0103.Superseded values are not recommended for survey control.
 GQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0103.See file dsdata.txt to determine how the superseded data were derived.
 GQ0103
 GQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF402107(NAD 83)
 GQ0103_MARKER: DB = BENCH MARK DISK
 GQ0103_SETTING: 80 = SET IN A BOULDER
 GQ0103_SP_SET: BOULDER
 GQ0103_STAMPING: V 129 1935
 GQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0103+STABILITY: SURFACE MOTION
 GQ0103
 GQ0103  HISTORY     - Date     Condition        Report By
 GQ0103  HISTORY     - 1935     MONUMENTED       CGS
 GQ0103  HISTORY     - 1950     GOOD             NGS
 GQ0103
 GQ0103                          STATION DESCRIPTION
 GQ0103
 GQ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0103'58.6 MI SE FROM RIVERSIDE, NV.
 GQ0103'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0103'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0103'THENCE 18.9 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0103'FERRY ROAD, ABOUT 50 YARDS SOUTHWEST OF A POINT WHERE THE ROAD CROSSES
 GQ0103'A SMALL DEEP WASH, IN THE TOP OF A BOULDER PROJECTING 1.0 FOOT ABOVE
 GQ0103'THE GROUND, 56 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 GQ0103'NORTH OF A CAIRN, 13 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GQ0103'SMALL DRAW, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0589 ***********************************************************************
 FR0589  DESIGNATION -  V 130
 FR0589  PID         -  FR0589
 FR0589  STATE/COUNTY-  AZ/MOHAVE
 FR0589  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0589
 FR0589                         *CURRENT SURVEY CONTROL
 FR0589  ___________________________________________________________________
 FR0589* NAD 83(1986)-  35 52 48.     (N)    113 58 10.     (W)     SCALED    
 FR0589* NAVD 88     -      1303.426  (meters)    4276.32   (feet)  POSTED    
 FR0589  ___________________________________________________________________
 FR0589  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FR0589  DYNAMIC HT  -        1301.910 (meters)    4271.35  (feet)  COMP
 FR0589  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 FR0589
 FR0589  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0589
 FR0589.The horizontal coordinates were scaled from a topographic map and have
 FR0589.an estimated accuracy of +/- 6 seconds.
 FR0589
 FR0589.The orthometric height was determined by differential leveling
 FR0589.and adjusted by the  in 1992.
 FR0589.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0589.rate of 0.0 thru 1.0 mm/km.
 FR0589
 FR0589.The geoid height was determined by GEOID03.
 FR0589
 FR0589.The dynamic height is computed by dividing the NAVD 88
 FR0589.geopotential number by the normal gravity value computed on the
 FR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0589.degrees latitude (g = 980.6199 gals.).
 FR0589
 FR0589.The modeled gravity was interpolated from observed gravity values.
 FR0589
 FR0589;                    North         East    Units  Estimated Accuracy
 FR0589;SPC AZ W     -   541,240.      193,550.      MT  (+/- 180 meters Scaled)
 FR0589
 FR0589                          SUPERSEDED SURVEY CONTROL
 FR0589
 FR0589  NGVD 29 (??/??/92) 1302.656  (m)         4273.80   (f) ADJ UNCH    2 0
 FR0589
 FR0589.Superseded values are not recommended for survey control.
 FR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0589.See file dsdata.txt to determine how the superseded data were derived.
 FR0589
 FR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE319747(NAD 83)
 FR0589_MARKER: DB = BENCH MARK DISK
 FR0589_SETTING: 66 = SET IN ROCK OUTCROP
 FR0589_SP_SET: ROCK LEDGE
 FR0589_STAMPING: V 130 1935
 FR0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0589+STABILITY: POSITION/ELEVATION WELL
 FR0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FR0589+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2000
 FR0589
 FR0589  HISTORY     - Date     Condition        Report By
 FR0589  HISTORY     - 1935     MONUMENTED       CGS
 FR0589  HISTORY     - 20001201 GOOD             AZ-015
 FR0589
 FR0589                          STATION DESCRIPTION
 FR0589
 FR0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0589'65.5 MI NW FROM PEACH SPRINGS.
 FR0589'ABOUT 65.5 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0589'COUNTY, ABOUT 1.4 MILES EAST OF DUNCAN RANCH ON A ROAD LEADING TO
 FR0589'HUALPAI INDIAN RESERVATION, AT THE CROSSING OF A WASH AND THE
 FR0589'PROJECTION OF A 25-FOOT FLAT ROCK INTO THE WASH, 9 FEET NORTH OF A
 FR0589'STEEP ROCK BANK, IN THE TOP OF A ROCK LEDGE, AND ABOUT 3 FEET ABOVE
 FR0589'THE GROUND.  A STANDARD DISK, STAMPED V 130 1935.
 FR0589
 FR0589                          STATION RECOVERY (2000)
 FR0589
 FR0589'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FR0589'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FR0589'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0247 ***********************************************************************
 DT0247  DESIGNATION -  V 132
 DT0247  PID         -  DT0247
 DT0247  STATE/COUNTY-  AZ/APACHE
 DT0247  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0247
 DT0247                         *CURRENT SURVEY CONTROL
 DT0247  ___________________________________________________________________
 DT0247* NAD 83(1986)-  33 56 07.     (N)    109 29 28.     (W)     SCALED    
 DT0247* NAVD 88     -      2856.134  (meters)    9370.50   (feet)  ADJUSTED  
 DT0247  ___________________________________________________________________
 DT0247  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0247  DYNAMIC HT  -        2851.294 (meters)    9354.62  (feet)  COMP
 DT0247  MODELED GRAV-     978,837.0   (mgal)                       NAVD 88
 DT0247
 DT0247  VERT ORDER  -  SECOND    CLASS 0
 DT0247
 DT0247.The horizontal coordinates were scaled from a topographic map and have
 DT0247.an estimated accuracy of +/- 6 seconds.
 DT0247
 DT0247.The orthometric height was determined by differential leveling
 DT0247.and adjusted in June 1991.
 DT0247
 DT0247.The geoid height was determined by GEOID03.
 DT0247
 DT0247.The dynamic height is computed by dividing the NAVD 88
 DT0247.geopotential number by the normal gravity value computed on the
 DT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0247.degrees latitude (g = 980.6199 gals.).
 DT0247
 DT0247.The modeled gravity was interpolated from observed gravity values.
 DT0247
 DT0247;                    North         East    Units  Estimated Accuracy
 DT0247;SPC AZ E     -   325,680.      275,810.      MT  (+/- 180 meters Scaled)
 DT0247
 DT0247                          SUPERSEDED SURVEY CONTROL
 DT0247
 DT0247  NGVD 29 (??/??/92) 2854.848  (m)         9366.28   (f) ADJ UNCH    2 0
 DT0247
 DT0247.Superseded values are not recommended for survey control.
 DT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0247.See file dsdata.txt to determine how the superseded data were derived.
 DT0247
 DT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC394560(NAD 83)
 DT0247_MARKER: DB = BENCH MARK DISK
 DT0247_SETTING: 66 = SET IN ROCK OUTCROP
 DT0247_SP_SET: ROCK OUTCROP
 DT0247_STAMPING: V-132 1935
 DT0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0247+STABILITY: POSITION/ELEVATION WELL
 DT0247
 DT0247  HISTORY     - Date     Condition        Report By
 DT0247  HISTORY     - 1935     MONUMENTED       CGS
 DT0247
 DT0247                          STATION DESCRIPTION
 DT0247
 DT0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0247'IN VOIGT RANCH.
 DT0247'AT THE VOIGT RANCH, ABOUT 150 YDS NW OF THE RANCH HOUSE, 27 FEET NW OF
 DT0247'THE CENTERLINE OF THE ROAD, (SIDE OF ROCKY POINT), SET IN A MALPAIS
 DT0247'ROCK OUTCROP ABOUT 6 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0144 ***********************************************************************
 ET0144  DESIGNATION -  V 133
 ET0144  PID         -  ET0144
 ET0144  STATE/COUNTY-  AZ/YAVAPAI
 ET0144  USGS QUAD   -  COTTONWOOD (1973)
 ET0144
 ET0144                         *CURRENT SURVEY CONTROL
 ET0144  ___________________________________________________________________
 ET0144* NAD 83(1986)-  34 37 56.     (N)    112 06 53.     (W)     SCALED    
 ET0144* NAVD 88     -      1807.66   (+/-2cm)    5930.6    (feet)  VERTCON   
 ET0144  ___________________________________________________________________
 ET0144  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 ET0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0144
 ET0144.The horizontal coordinates were scaled from a topographic map and have
 ET0144.an estimated accuracy of +/- 6 seconds.
 ET0144
 ET0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0144.The vertical order pertains to the NGVD 29 superseded value.
 ET0144
 ET0144.The geoid height was determined by GEOID03.
 ET0144
 ET0144;                    North         East    Units  Estimated Accuracy
 ET0144;SPC AZ C     -   402,800.      195,200.      MT  (+/- 180 meters Scaled)
 ET0144
 ET0144                          SUPERSEDED SURVEY CONTROL
 ET0144
 ET0144  NGVD 29 (??/??/92) 1806.760  (m)         5927.68   (f) ADJ UNCH    2 0
 ET0144
 ET0144.Superseded values are not recommended for survey control.
 ET0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0144.See file dsdata.txt to determine how the superseded data were derived.
 ET0144
 ET0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD978328(NAD 83)
 ET0144_MARKER: DB = BENCH MARK DISK
 ET0144_SETTING: 66 = SET IN ROCK OUTCROP
 ET0144_SP_SET: ROCK OUTCROP
 ET0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0144+STABILITY: POSITION/ELEVATION WELL
 ET0144
 ET0144  HISTORY     - Date     Condition        Report By
 ET0144  HISTORY     - UNK      MONUMENTED       CGS
 ET0144  HISTORY     - 1937     GOOD             USGS
 ET0144
 ET0144                          STATION DESCRIPTION
 ET0144
 ET0144'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 ET0144'10.5 MI SE FROM JEROME.
 ET0144'ABOUT 7.0 MILES EAST ALONG A ROAD FROM DEWEY.  BM CAN BE REACHED BY
 ET0144'FOOT FROM BM W133 (0.25 MILES FROM THE END OF THE ROAD AT MINGUS
 ET0144'SPRINGS RANCH) BY FOLLOWING THE ROAD 0.8 MILES TO ASH CREEK AND THEN
 ET0144'FOLLOWING ASH CREEK 1.6 MILES TO BM ON SOUTH SIDE OF CREEK IN A ROCK
 ET0144'OUTCROP.  BM IS STANDARD USC AND GS TABLET CEMENTED IN ROCK OUTCROP
 ET0144'5.0 FEET ABOVE THE CREEK BOTTOM.  NOTE-- 8.0 MILES (AIRLINE) SOUTH OF
 ET0144'JEROME.  2.5 MILES (AIRLINE) SE. OF MINGUS SPRINGS RANCH (A SUMMER
 ET0144'CAMP).  0.9 MILES (AIRLINE) SOUTH OF THE OLD BRINDLE PUP MINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0059 ***********************************************************************
 FS0059  DESIGNATION -  V 134
 FS0059  PID         -  FS0059
 FS0059  STATE/COUNTY-  AZ/MOHAVE
 FS0059  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0059
 FS0059                         *CURRENT SURVEY CONTROL
 FS0059  ___________________________________________________________________
 FS0059* NAD 83(1986)-  35 58 23.     (N)    114 41 19.     (W)     SCALED    
 FS0059* NAVD 88     -       530.422  (meters)    1740.23   (feet)  ADJUSTED  
 FS0059  ___________________________________________________________________
 FS0059  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0059  DYNAMIC HT  -         529.890 (meters)    1738.48  (feet)  COMP
 FS0059  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 FS0059
 FS0059  VERT ORDER  -  FIRST     CLASS I
 FS0059
 FS0059.The horizontal coordinates were scaled from a topographic map and have
 FS0059.an estimated accuracy of +/- 6 seconds.
 FS0059
 FS0059.The orthometric height was determined by differential leveling
 FS0059.and adjusted in June 1991.
 FS0059
 FS0059.The geoid height was determined by GEOID03.
 FS0059
 FS0059.The dynamic height is computed by dividing the NAVD 88
 FS0059.geopotential number by the normal gravity value computed on the
 FS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0059.degrees latitude (g = 980.6199 gals.).
 FS0059
 FS0059.The modeled gravity was interpolated from observed gravity values.
 FS0059
 FS0059;                    North         East    Units  Estimated Accuracy
 FS0059;SPC AZ W     -   551,950.      128,710.      MT  (+/- 180 meters Scaled)
 FS0059
 FS0059                          SUPERSEDED SURVEY CONTROL
 FS0059
 FS0059  NGVD 29 (??/??/92)  529.713  (m)         1737.90   (f) ADJ UNCH    1 1
 FS0059
 FS0059.Superseded values are not recommended for survey control.
 FS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0059.See file dsdata.txt to determine how the superseded data were derived.
 FS0059
 FS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV084834(NAD 83)
 FS0059_MARKER: DB = BENCH MARK DISK
 FS0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0059_STAMPING: V 134 1935
 FS0059_MARK LOGO: CGS   
 FS0059_PROJECTION: PROJECTING 9 CENTIMETERS
 FS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0059+STABILITY: SURFACE MOTION
 FS0059
 FS0059  HISTORY     - Date     Condition        Report By
 FS0059  HISTORY     - 1935     MONUMENTED       CGS
 FS0059  HISTORY     - 1950     GOOD             NGS
 FS0059  HISTORY     - 1963     GOOD             NGS
 FS0059  HISTORY     - 1981     GOOD             NGS
 FS0059
 FS0059                          STATION DESCRIPTION
 FS0059
 FS0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0059'5 MI SE FROM HOOVER DAM.
 FS0059'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0059'(ARIZONA) END OF HOOVER DAM, AT THE NORTHWEST END OF A DEEP CUT,
 FS0059'18 FEET SOUTH OF MILEPOST 2, 85 FEET SOUTHEAST OF THE SOUTHEAST
 FS0059'END OF A GUARD RAIL, 33.5 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0059'THE HIGHWAY, 4 FEET SOUTH OF THE APPROXIMATE CENTER OF A SMALL
 FS0059'HIGHWAY DRAINAGE DITCH, 1.2 FEET NORTHEAST OF A WITNESS POST,
 FS0059'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 FS0059'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FS0059
 FS0059                          STATION RECOVERY (1963)
 FS0059
 FS0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0059'RECOVERED IN GOOD CONDITION.
 FS0059
 FS0059                          STATION RECOVERY (1981)
 FS0059
 FS0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0059'7.9 KM (4.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0059'OF HOOVER DAM, 58.7 METERS (192.5 FT) NORTHEAST OF THE CENTERLINE OF
 FS0059'THE HIGHWAY, 10.1 METERS (33 FT) WEST OF THE CENTERLINE OF THE OLD
 FS0059'HIGHWAY, LEVEL WITH THE OLD HIGHWAY.
 FS0059'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FS0059'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0594 ***********************************************************************
 GR0594  DESIGNATION -  V 135
 GR0594  PID         -  GR0594
 GR0594  STATE/COUNTY-  AZ/MOHAVE
 GR0594  USGS QUAD   -  HOOVER DAM (1997)
 GR0594
 GR0594                         *CURRENT SURVEY CONTROL
 GR0594  ___________________________________________________________________
 GR0594* NAD 83(1986)-  36 00 50.     (N)    114 44 08.     (W)     SCALED    
 GR0594* NAVD 88     -       377.736  (meters)    1239.29   (feet)  ADJUSTED  
 GR0594  ___________________________________________________________________
 GR0594  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0594  DYNAMIC HT  -         377.365 (meters)    1238.07  (feet)  COMP
 GR0594  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 GR0594
 GR0594  VERT ORDER  -  FIRST     CLASS I
 GR0594
 GR0594.The horizontal coordinates were scaled from a topographic map and have
 GR0594.an estimated accuracy of +/- 6 seconds.
 GR0594
 GR0594.The orthometric height was determined by differential leveling
 GR0594.and adjusted in June 1991.
 GR0594
 GR0594.The geoid height was determined by GEOID03.
 GR0594
 GR0594.The dynamic height is computed by dividing the NAVD 88
 GR0594.geopotential number by the normal gravity value computed on the
 GR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0594.degrees latitude (g = 980.6199 gals.).
 GR0594
 GR0594.The modeled gravity was interpolated from observed gravity values.
 GR0594
 GR0594;                    North         East    Units  Estimated Accuracy
 GR0594;SPC AZ W     -   556,520.      124,520.      MT  (+/- 180 meters Scaled)
 GR0594
 GR0594                          SUPERSEDED SURVEY CONTROL
 GR0594
 GR0594  NGVD 29 (??/??/92)  377.021  (m)         1236.94   (f) ADJ UNCH    1 1
 GR0594
 GR0594.Superseded values are not recommended for survey control.
 GR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0594.See file dsdata.txt to determine how the superseded data were derived.
 GR0594
 GR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV040878(NAD 83)
 GR0594_MARKER: DD = SURVEY DISK
 GR0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0594_SP_SET: SIDWALK
 GR0594_STAMPING: V 135 1935
 GR0594_MARK LOGO: CGS   
 GR0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0594+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 GR0594
 GR0594  HISTORY     - Date     Condition        Report By
 GR0594  HISTORY     - 1935     MONUMENTED       BOR
 GR0594  HISTORY     - 1950     GOOD             NGS
 GR0594  HISTORY     - 1963     GOOD             NGS
 GR0594  HISTORY     - 1981     GOOD             NGS
 GR0594  HISTORY     - 1990     GOOD             USPSQD
 GR0594  HISTORY     - 1990     GOOD             USPSQD
 GR0594  HISTORY     - 20040429 GOOD             GEOCAC
 GR0594
 GR0594                          STATION DESCRIPTION
 GR0594
 GR0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0594'IN HOOVER DAM.
 GR0594'AT HOOVER DAM, ABOUT 140 YARDS SOUTHEAST OF THE SOUTHEAST (ARIZONA)
 GR0594'END, AT THE SOUTHWEST (DOWNSTREAM) END OF THE ARIZONA SPILLWAY, 14.6
 GR0594'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE DOOR OF THE ENTRANCE
 GR0594'HOUSE, 19.8 FEET NORTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 93, IN
 GR0594'THE TOP OF THE CONCRETE SIDEWALK, AND 4.4 FEET NORTHEAST OF THE
 GR0594'NORTHEAST EDGE.
 GR0594
 GR0594                          STATION RECOVERY (1963)
 GR0594
 GR0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0594'RECOVERED IN GOOD CONDITION.
 GR0594
 GR0594                          STATION RECOVERY (1981)
 GR0594
 GR0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0594'RECOVERED IN GOOD CONDITION.
 GR0594
 GR0594                          STATION RECOVERY (1990)
 GR0594
 GR0594'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0594'RECOVERED IN GOOD CONDITION.
 GR0594
 GR0594                          STATION RECOVERY (1990)
 GR0594
 GR0594'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0594'RECOVERED IN GOOD CONDITION.
 GR0594
 GR0594                          STATION RECOVERY (2004)
 GR0594
 GR0594'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 GR0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0269 ***********************************************************************
 DT0269  DESIGNATION -  V 136
 DT0269  PID         -  DT0269
 DT0269  STATE/COUNTY-  AZ/APACHE
 DT0269  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0269
 DT0269                         *CURRENT SURVEY CONTROL
 DT0269  ___________________________________________________________________
 DT0269* NAD 83(1986)-  33 45 56.     (N)    109 24 11.     (W)     SCALED    
 DT0269* NAVD 88     -      2336.672  (meters)    7666.23   (feet)  ADJUSTED  
 DT0269  ___________________________________________________________________
 DT0269  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DT0269  DYNAMIC HT  -        2332.884 (meters)    7653.80  (feet)  COMP
 DT0269  MODELED GRAV-     978,931.2   (mgal)                       NAVD 88
 DT0269
 DT0269  VERT ORDER  -  SECOND    CLASS 0
 DT0269
 DT0269.The horizontal coordinates were scaled from a topographic map and have
 DT0269.an estimated accuracy of +/- 6 seconds.
 DT0269
 DT0269.The orthometric height was determined by differential leveling
 DT0269.and adjusted in June 1991.
 DT0269
 DT0269.The geoid height was determined by GEOID03.
 DT0269
 DT0269.The dynamic height is computed by dividing the NAVD 88
 DT0269.geopotential number by the normal gravity value computed on the
 DT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0269.degrees latitude (g = 980.6199 gals.).
 DT0269
 DT0269.The modeled gravity was interpolated from observed gravity values.
 DT0269
 DT0269;                    North         East    Units  Estimated Accuracy
 DT0269;SPC AZ E     -   306,910.      284,090.      MT  (+/- 180 meters Scaled)
 DT0269
 DT0269                          SUPERSEDED SURVEY CONTROL
 DT0269
 DT0269  NGVD 29 (??/??/92) 2335.598  (m)         7662.71   (f) ADJ UNCH    2 0
 DT0269
 DT0269.Superseded values are not recommended for survey control.
 DT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0269.See file dsdata.txt to determine how the superseded data were derived.
 DT0269
 DT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC478373(NAD 83)
 DT0269_MARKER: DB = BENCH MARK DISK
 DT0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0269_STAMPING: V-136 1935
 DT0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0269+STABILITY: SURFACE MOTION
 DT0269
 DT0269  HISTORY     - Date     Condition        Report By
 DT0269  HISTORY     - 1935     MONUMENTED       CGS
 DT0269
 DT0269                          STATION DESCRIPTION
 DT0269
 DT0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0269'8.6 MI SE FROM RESERVATION RANCH.
 DT0269'8.6 MI SE ALONG ROAD TO BEAVERHEAD LODGE. AT A ROAD JUNCTION TO
 DT0269'WILDCAT. ABOUT 66 FT NORTH OF A SIGN POST TO WILDCAT, 90 FT W OF THE
 DT0269'CENTER OF THE ROAD INTERSECTION, AND 51 FT N OF THE CENTERLINE OF THE
 DT0269'MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0298 ***********************************************************************
 DT0298  DESIGNATION -  V 137
 DT0298  PID         -  DT0298
 DT0298  STATE/COUNTY-  AZ/APACHE
 DT0298  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0298
 DT0298                         *CURRENT SURVEY CONTROL
 DT0298  ___________________________________________________________________
 DT0298* NAD 83(1986)-  33 57 10.     (N)    109 04 28.     (W)     SCALED    
 DT0298* NAVD 88     -      2678.061  (meters)    8786.27   (feet)  ADJUSTED  
 DT0298  ___________________________________________________________________
 DT0298  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DT0298  DYNAMIC HT  -        2673.621 (meters)    8771.70  (feet)  COMP
 DT0298  MODELED GRAV-     978,880.2   (mgal)                       NAVD 88
 DT0298
 DT0298  VERT ORDER  -  SECOND    CLASS 0
 DT0298
 DT0298.The horizontal coordinates were scaled from a topographic map and have
 DT0298.an estimated accuracy of +/- 6 seconds.
 DT0298
 DT0298.The orthometric height was determined by differential leveling
 DT0298.and adjusted in June 1991.
 DT0298
 DT0298.The geoid height was determined by GEOID03.
 DT0298
 DT0298.The dynamic height is computed by dividing the NAVD 88
 DT0298.geopotential number by the normal gravity value computed on the
 DT0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0298.degrees latitude (g = 980.6199 gals.).
 DT0298
 DT0298.The modeled gravity was interpolated from observed gravity values.
 DT0298
 DT0298;                    North         East    Units  Estimated Accuracy
 DT0298;SPC AZ E     -   327,950.      314,310.      MT  (+/- 180 meters Scaled)
 DT0298
 DT0298                          SUPERSEDED SURVEY CONTROL
 DT0298
 DT0298  NGVD 29 (??/??/92) 2676.931  (m)         8782.56   (f) ADJ UNCH    2 0
 DT0298
 DT0298.Superseded values are not recommended for survey control.
 DT0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0298.See file dsdata.txt to determine how the superseded data were derived.
 DT0298
 DT0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC779585(NAD 83)
 DT0298_MARKER: DB = BENCH MARK DISK
 DT0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0298_STAMPING: V 137 1935
 DT0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0298+STABILITY: SURFACE MOTION
 DT0298
 DT0298  HISTORY     - Date     Condition        Report By
 DT0298  HISTORY     - 1935     MONUMENTED       CGS
 DT0298
 DT0298                          STATION DESCRIPTION
 DT0298
 DT0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0298'14.1 MI NE FROM ALPINE.
 DT0298'14.1 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. ABOUT 66 FT. NE
 DT0298'OF A MARSHEY PLACE, 36 FT. N OF 30 INCH PINE TREE, 30 FT. E OF TWO(2)
 DT0298'SMALL PINE TREES AND 42 FT. NE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0118 ***********************************************************************
 ES0118  DESIGNATION -  V 140
 ES0118  PID         -  ES0118
 ES0118  STATE/COUNTY-  AZ/NAVAJO
 ES0118  USGS QUAD   -  PINEDALE (1970)
 ES0118
 ES0118                         *CURRENT SURVEY CONTROL
 ES0118  ___________________________________________________________________
 ES0118* NAD 83(1986)-  34 18 37.     (N)    110 14 54.     (W)     SCALED    
 ES0118* NAVD 88     -      1958.001  (meters)    6423.87   (feet)  ADJUSTED  
 ES0118  ___________________________________________________________________
 ES0118  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0118  DYNAMIC HT  -        1955.089 (meters)    6414.32  (feet)  COMP
 ES0118  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 ES0118
 ES0118  VERT ORDER  -  SECOND    CLASS 0
 ES0118
 ES0118.The horizontal coordinates were scaled from a topographic map and have
 ES0118.an estimated accuracy of +/- 6 seconds.
 ES0118
 ES0118.The orthometric height was determined by differential leveling
 ES0118.and adjusted in June 1991.
 ES0118
 ES0118.The geoid height was determined by GEOID03.
 ES0118
 ES0118.The dynamic height is computed by dividing the NAVD 88
 ES0118.geopotential number by the normal gravity value computed on the
 ES0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0118.degrees latitude (g = 980.6199 gals.).
 ES0118
 ES0118.The modeled gravity was interpolated from observed gravity values.
 ES0118
 ES0118;                    North         East    Units  Estimated Accuracy
 ES0118;SPC AZ E     -   367,070.      205,840.      MT  (+/- 180 meters Scaled)
 ES0118
 ES0118                          SUPERSEDED SURVEY CONTROL
 ES0118
 ES0118  NGVD 29 (??/??/92) 1957.069  (m)         6420.82   (f) ADJ UNCH    2 0
 ES0118
 ES0118.Superseded values are not recommended for survey control.
 ES0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0118.See file dsdata.txt to determine how the superseded data were derived.
 ES0118
 ES0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC691968(NAD 83)
 ES0118_MARKER: DB = BENCH MARK DISK
 ES0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0118_STAMPING: V 140 1935
 ES0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0118+STABILITY: SURFACE MOTION
 ES0118
 ES0118  HISTORY     - Date     Condition        Report By
 ES0118  HISTORY     - 1935     MONUMENTED       CGS
 ES0118  HISTORY     - 1960     GOOD             USGS
 ES0118
 ES0118                          STATION DESCRIPTION
 ES0118
 ES0118'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0118'IN PINEDALE.
 ES0118'AT PINEDALE, 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 160 FROM THE
 ES0118'RANGER STATION, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 67 FEET
 ES0118'EAST OF A RED BRICK HOUSE, AND 3 FEET WEST OF A WIRE FENCE.  A
 ES0118'STANDARD DISK, STAMPED V 140 1935 AND SET IN THE TOP OF A CONCRETE
 ES0118'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0236 ***********************************************************************
 ES0236  DESIGNATION -  V 141
 ES0236  PID         -  ES0236
 ES0236  STATE/COUNTY-  AZ/NAVAJO
 ES0236  USGS QUAD   -  CLEAR CREEK RESERVOIR (1970)
 ES0236
 ES0236                         *CURRENT SURVEY CONTROL
 ES0236  ___________________________________________________________________
 ES0236* NAD 83(1986)-  34 53 14.     (N)    110 38 57.     (W)     SCALED    
 ES0236* NAVD 88     -      1613.686  (meters)    5294.23   (feet)  ADJUSTED  
 ES0236  ___________________________________________________________________
 ES0236  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0236  DYNAMIC HT  -        1611.492 (meters)    5287.04  (feet)  COMP
 ES0236  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 ES0236
 ES0236  VERT ORDER  -  SECOND    CLASS 0
 ES0236
 ES0236.The horizontal coordinates were scaled from a topographic map and have
 ES0236.an estimated accuracy of +/- 6 seconds.
 ES0236
 ES0236.The orthometric height was determined by differential leveling
 ES0236.and adjusted in June 1991.
 ES0236
 ES0236.The geoid height was determined by GEOID03.
 ES0236
 ES0236.The dynamic height is computed by dividing the NAVD 88
 ES0236.geopotential number by the normal gravity value computed on the
 ES0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0236.degrees latitude (g = 980.6199 gals.).
 ES0236
 ES0236.The modeled gravity was interpolated from observed gravity values.
 ES0236
 ES0236;                    North         East    Units  Estimated Accuracy
 ES0236;SPC AZ E     -   431,170.      169,260.      MT  (+/- 180 meters Scaled)
 ES0236
 ES0236                          SUPERSEDED SURVEY CONTROL
 ES0236
 ES0236  NGVD 29 (??/??/92) 1612.899  (m)         5291.65   (f) ADJ UNCH    2 0
 ES0236
 ES0236.Superseded values are not recommended for survey control.
 ES0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0236.See file dsdata.txt to determine how the superseded data were derived.
 ES0236
 ES0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD320605(NAD 83)
 ES0236_MARKER: DB = BENCH MARK DISK
 ES0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0236_STAMPING: V-141 1935
 ES0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0236+STABILITY: SURFACE MOTION
 ES0236
 ES0236  HISTORY     - Date     Condition        Report By
 ES0236  HISTORY     - 1935     MONUMENTED       CGS
 ES0236  HISTORY     - 1956     GOOD             NGS
 ES0236
 ES0236                          STATION DESCRIPTION
 ES0236
 ES0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0236'9.9 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0236'9.9 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  ABOUT 150 YDS S
 ES0236'OF A DIM ROAD BEARING SOUTHWEST, AND 30 FT W OF THE CENTERLINE OF THE
 ES0236'ROAD.
 ES0236
 ES0236                          STATION RECOVERY (1956)
 ES0236
 ES0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0189 ***********************************************************************
 ES0189  DESIGNATION -  V 142
 ES0189  PID         -  ES0189
 ES0189  STATE/COUNTY-  AZ/COCONINO
 ES0189  USGS QUAD   -  WOODS CANYON (1990)
 ES0189
 ES0189                         *CURRENT SURVEY CONTROL
 ES0189  ___________________________________________________________________
 ES0189* NAD 83(1986)-  34 21 00.     (N)    110 58 21.     (W)     SCALED    
 ES0189* NAVD 88     -      2320.951  (meters)    7614.65   (feet)  ADJUSTED  
 ES0189  ___________________________________________________________________
 ES0189  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 ES0189  DYNAMIC HT  -        2317.410 (meters)    7603.04  (feet)  COMP
 ES0189  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 ES0189
 ES0189  VERT ORDER  -  SECOND    CLASS 0
 ES0189
 ES0189.The horizontal coordinates were scaled from a topographic map and have
 ES0189.an estimated accuracy of +/- 6 seconds.
 ES0189
 ES0189.The orthometric height was determined by differential leveling
 ES0189.and adjusted in June 1991.
 ES0189
 ES0189.The geoid height was determined by GEOID03.
 ES0189
 ES0189.The dynamic height is computed by dividing the NAVD 88
 ES0189.geopotential number by the normal gravity value computed on the
 ES0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0189.degrees latitude (g = 980.6199 gals.).
 ES0189
 ES0189.The modeled gravity was interpolated from observed gravity values.
 ES0189
 ES0189;                    North         East    Units  Estimated Accuracy
 ES0189;SPC AZ C     -   371,880.      300,220.      MT  (+/- 180 meters Scaled)
 ES0189
 ES0189                          SUPERSEDED SURVEY CONTROL
 ES0189
 ES0189  NGVD 29 (??/??/92) 2319.877  (m)         7611.13   (f) ADJ UNCH    2 0
 ES0189
 ES0189.Superseded values are not recommended for survey control.
 ES0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0189.See file dsdata.txt to determine how the superseded data were derived.
 ES0189
 ES0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD025009(NAD 83)
 ES0189_MARKER: DB = BENCH MARK DISK
 ES0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0189_STAMPING: V-142 1935
 ES0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0189+STABILITY: SURFACE MOTION
 ES0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0189+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 ES0189
 ES0189  HISTORY     - Date     Condition        Report By
 ES0189  HISTORY     - 1935     MONUMENTED       CGS
 ES0189  HISTORY     - 20080930 GOOD             GEOCAC
 ES0189
 ES0189                          STATION DESCRIPTION
 ES0189
 ES0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0189'58.1 MI SW FROM WINSLOW.
 ES0189'3.1 MI SE ALONG ROAD TO 13 RANCH.  58.1 MI S.W. OF WINSLOW (UNION OIL
 ES0189'CO PLANT) 200 FEE SE OF A ROCK RIDGE RUNNING PARALLEL TO THE ROAD, 35
 ES0189'FEET E OF THE CENTERLINE OF THE ROAD.
 ES0189
 ES0189                          STATION RECOVERY (2008)
 ES0189
 ES0189'RECOVERY NOTE BY GEOCACHING 2008 (DC)
 ES0189'RECOVERED IN GOOD CONDITION.  MARK IS SET IN TOP OF SQUARE CONCRETE
 ES0189'MONUMENT 4 INCHES ABOVE GROUND.  IT IS 35 FEET EAST OF CENTERLINE OF
 ES0189'ABANDONED DIRT ROAD.
 ES0189'REVISED DIRECTIONS TO MARK ARE AS FOLLOWS.  FROM INTERSECTION OF ROAD
 ES0189'300 AND ROAD 105, WHICH IS JUST SOUTH OF WOODS CANYON LAKE, TRAVEL 3.0
 ES0189'MILES ALONG ROAD 300 IN NORTHWEST DIRECTION.  FROM THERE THE MARK IS
 ES0189'.2 MILES WEST.
 ES0189'HANDHELD GPS COORDINATES FOR MARK ARE N34 21 01 W110 58 21
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0144 ***********************************************************************
 ES0144  DESIGNATION -  V 146
 ES0144  PID         -  ES0144
 ES0144  STATE/COUNTY-  AZ/NAVAJO
 ES0144  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0144
 ES0144                         *CURRENT SURVEY CONTROL
 ES0144  ___________________________________________________________________
 ES0144* NAD 83(1986)-  34 02 16.     (N)    110 14 24.     (W)     SCALED    
 ES0144* NAVD 88     -      1631.771  (meters)    5353.57   (feet)  ADJUSTED  
 ES0144  ___________________________________________________________________
 ES0144  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 ES0144  DYNAMIC HT  -        1629.421 (meters)    5345.86  (feet)  COMP
 ES0144  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 ES0144
 ES0144  VERT ORDER  -  SECOND    CLASS 0
 ES0144
 ES0144.The horizontal coordinates were scaled from a topographic map and have
 ES0144.an estimated accuracy of +/- 6 seconds.
 ES0144
 ES0144.The orthometric height was determined by differential leveling
 ES0144.and adjusted in June 1991.
 ES0144
 ES0144.The geoid height was determined by GEOID03.
 ES0144
 ES0144.The dynamic height is computed by dividing the NAVD 88
 ES0144.geopotential number by the normal gravity value computed on the
 ES0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0144.degrees latitude (g = 980.6199 gals.).
 ES0144
 ES0144.The modeled gravity was interpolated from observed gravity values.
 ES0144
 ES0144;                    North         East    Units  Estimated Accuracy
 ES0144;SPC AZ E     -   336,850.      206,590.      MT  (+/- 180 meters Scaled)
 ES0144
 ES0144                          SUPERSEDED SURVEY CONTROL
 ES0144
 ES0144  NGVD 29 (??/??/92) 1630.974  (m)         5350.95   (f) ADJ UNCH    2 0
 ES0144
 ES0144.Superseded values are not recommended for survey control.
 ES0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0144.See file dsdata.txt to determine how the superseded data were derived.
 ES0144
 ES0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC701666(NAD 83)
 ES0144_MARKER: DB = BENCH MARK DISK
 ES0144_SETTING: 80 = SET IN A BOULDER
 ES0144_SP_SET: BOULDER
 ES0144_STAMPING: V 146 1960
 ES0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0144+STABILITY: SURFACE MOTION
 ES0144
 ES0144  HISTORY     - Date     Condition        Report By
 ES0144  HISTORY     - 1960     MONUMENTED       CGS
 ES0144  HISTORY     - 19960919 GOOD             USPSQD
 ES0144
 ES0144                          STATION DESCRIPTION
 ES0144
 ES0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0144'21.0 MI SW FROM SHOW LOW.
 ES0144'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0144'SHOW LOW, THENCE 20.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 ES0144'HIGHWAY 77, ABOUT 1/3 OF THE WAY DOWN ALONG STEEP GRADE, SET IN THE
 ES0144'TOP OF A LARGE BOULDER AT THE FOOT OF A ROCK CILFF, 44 FEET SOUTHEAST
 ES0144'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET ABOVE THE GROUND AND
 ES0144'ABOUT 3 FEET ABOVE THE HIGHWAY.
 ES0144
 ES0144                          STATION RECOVERY (1996)
 ES0144
 ES0144'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0053 ***********************************************************************
 DU0053  DESIGNATION -  V 147
 DU0053  PID         -  DU0053
 DU0053  STATE/COUNTY-  AZ/GILA
 DU0053  USGS QUAD   -  CARRIZO (1978)
 DU0053
 DU0053                         *CURRENT SURVEY CONTROL
 DU0053  ___________________________________________________________________
 DU0053* NAD 83(1986)-  33 58 01.     (N)    110 19 15.     (W)     SCALED    
 DU0053* NAVD 88     -      1634.222  (meters)    5361.61   (feet)  ADJUSTED  
 DU0053  ___________________________________________________________________
 DU0053  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DU0053  DYNAMIC HT  -        1631.890 (meters)    5353.96  (feet)  COMP
 DU0053  MODELED GRAV-     979,151.3   (mgal)                       NAVD 88
 DU0053
 DU0053  VERT ORDER  -  FIRST     CLASS II
 DU0053
 DU0053.The horizontal coordinates were scaled from a topographic map and have
 DU0053.an estimated accuracy of +/- 6 seconds.
 DU0053
 DU0053.The orthometric height was determined by differential leveling
 DU0053.and adjusted in June 1991.
 DU0053
 DU0053.The geoid height was determined by GEOID03.
 DU0053
 DU0053.The dynamic height is computed by dividing the NAVD 88
 DU0053.geopotential number by the normal gravity value computed on the
 DU0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0053.degrees latitude (g = 980.6199 gals.).
 DU0053
 DU0053.The modeled gravity was interpolated from observed gravity values.
 DU0053
 DU0053;                    North         East    Units  Estimated Accuracy
 DU0053;SPC AZ E     -   329,000.      199,110.      MT  (+/- 180 meters Scaled)
 DU0053
 DU0053                          SUPERSEDED SURVEY CONTROL
 DU0053
 DU0053  NGVD 29 (??/??/92) 1633.465  (m)         5359.13   (f) ADJ UNCH    1 2
 DU0053
 DU0053.Superseded values are not recommended for survey control.
 DU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0053.See file dsdata.txt to determine how the superseded data were derived.
 DU0053
 DU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC627586(NAD 83)
 DU0053_MARKER: DB = BENCH MARK DISK
 DU0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0053_STAMPING: V 147 1960
 DU0053_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0053+STABILITY: SURFACE MOTION
 DU0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0053+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 DU0053
 DU0053  HISTORY     - Date     Condition        Report By
 DU0053  HISTORY     - 1960     MONUMENTED       CGS
 DU0053  HISTORY     - 1979     GOOD             NGS
 DU0053  HISTORY     - 20060723 GOOD             GEOCAC
 DU0053
 DU0053                          STATION DESCRIPTION
 DU0053
 DU0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0053'29.75 MI SW FROM SHOW LOW.
 DU0053'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 173 FROM THE POST OFFICE
 DU0053'AT SHOW LOW, THENCE 29.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND
 DU0053'STATE HIGHWAY 77, ABOUT 0.95 MILE NORTHEAST OF THE JUNCTION OF CIBECUE
 DU0053'ROAD, ABOUT 0.2 MILE WEST AND ACROSS THE HIGHWAY FROM A STEEL WINDMILL
 DU0053'AND A STOCK TANK, 109 FEET NORTHWEST OF THE CENTER LINE OF THE
 DU0053'HIGHWAY, 158 FEET NORTHEAST OF THE CENTER OF A GATE GOING INTO A
 DU0053'PASTURE, 2 FEET SOUTHEAST OF A FENCE, 1.4 FEET NORTHEAST OF A METAL
 DU0053'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 DU0053'CONCRETE POST PROJECTING 4 INCHES.
 DU0053
 DU0053                          STATION RECOVERY (1979)
 DU0053
 DU0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0053'ADD=0.4 MILE SOUTHWEST OF MILE POST 313.
 DU0053'THE MARK IS 1.4 FT  NE FROM A WITNESS POST.
 DU0053'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0053
 DU0053                          STATION RECOVERY (2006)
 DU0053
 DU0053'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 DU0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0385 ***********************************************************************
 DT0385  DESIGNATION -  V 149
 DT0385  PID         -  DT0385
 DT0385  STATE/COUNTY-  AZ/GRAHAM
 DT0385  USGS QUAD   -  TULE TUBS (1967)
 DT0385
 DT0385                         *CURRENT SURVEY CONTROL
 DT0385  ___________________________________________________________________
 DT0385* NAD 83(1986)-  33 20 13.     (N)    109 55 02.     (W)     SCALED    
 DT0385* NAVD 88     -      1556.332  (meters)    5106.07   (feet)  ADJUSTED  
 DT0385  ___________________________________________________________________
 DT0385  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DT0385  DYNAMIC HT  -        1554.033 (meters)    5098.52  (feet)  COMP
 DT0385  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 DT0385
 DT0385  VERT ORDER  -  SECOND    CLASS 0
 DT0385
 DT0385.The horizontal coordinates were scaled from a topographic map and have
 DT0385.an estimated accuracy of +/- 6 seconds.
 DT0385
 DT0385.The orthometric height was determined by differential leveling
 DT0385.and adjusted in June 1991.
 DT0385
 DT0385.The geoid height was determined by GEOID03.
 DT0385
 DT0385.The dynamic height is computed by dividing the NAVD 88
 DT0385.geopotential number by the normal gravity value computed on the
 DT0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0385.degrees latitude (g = 980.6199 gals.).
 DT0385
 DT0385.The modeled gravity was interpolated from observed gravity values.
 DT0385
 DT0385;                    North         East    Units  Estimated Accuracy
 DT0385;SPC AZ E     -   259,150.      236,580.      MT  (+/- 180 meters Scaled)
 DT0385
 DT0385                          SUPERSEDED SURVEY CONTROL
 DT0385
 DT0385  NGVD 29 (??/??/92) 1555.589  (m)         5103.63   (f) ADJ UNCH    2 0
 DT0385
 DT0385.Superseded values are not recommended for survey control.
 DT0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0385.See file dsdata.txt to determine how the superseded data were derived.
 DT0385
 DT0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB007891(NAD 83)
 DT0385_MARKER: DB = BENCH MARK DISK
 DT0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0385_STAMPING: V 149 1935
 DT0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0385+STABILITY: SURFACE MOTION
 DT0385
 DT0385  HISTORY     - Date     Condition        Report By
 DT0385  HISTORY     - 1935     MONUMENTED       CGS
 DT0385
 DT0385                          STATION DESCRIPTION
 DT0385
 DT0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0385'7.5 MI SE FROM ASH CREEK RANCH.
 DT0385'7.5 MI. SE ALONG ROAD TO HAT RANCH. 0.7 MI. W OF TULE TUBS, 230 FT. W
 DT0385'OF WASH AND 75 FT. N OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0112 ***********************************************************************
 DU0112  DESIGNATION -  V 15
 DU0112  PID         -  DU0112
 DU0112  STATE/COUNTY-  AZ/GRAHAM
 DU0112  USGS QUAD   -  CALVA (1989)
 DU0112
 DU0112                         *CURRENT SURVEY CONTROL
 DU0112  ___________________________________________________________________
 DU0112* NAD 83(1986)-  33 10 39.     (N)    110 12 31.     (W)     SCALED    
 DU0112* NAVD 88     -       782.524  (meters)    2567.33   (feet)  ADJUSTED  
 DU0112  ___________________________________________________________________
 DU0112  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DU0112  DYNAMIC HT  -         781.464 (meters)    2563.85  (feet)  COMP
 DU0112  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 DU0112
 DU0112  VERT ORDER  -  FIRST     CLASS II
 DU0112
 DU0112.The horizontal coordinates were scaled from a topographic map and have
 DU0112.an estimated accuracy of +/- 6 seconds.
 DU0112
 DU0112.The orthometric height was determined by differential leveling
 DU0112.and adjusted in June 1991.
 DU0112
 DU0112.The geoid height was determined by GEOID03.
 DU0112
 DU0112.The dynamic height is computed by dividing the NAVD 88
 DU0112.geopotential number by the normal gravity value computed on the
 DU0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0112.degrees latitude (g = 980.6199 gals.).
 DU0112
 DU0112.The modeled gravity was interpolated from observed gravity values.
 DU0112
 DU0112;                    North         East    Units  Estimated Accuracy
 DU0112;SPC AZ E     -   241,440.      209,450.      MT  (+/- 180 meters Scaled)
 DU0112
 DU0112                          SUPERSEDED SURVEY CONTROL
 DU0112
 DU0112  NGVD 29 (??/??/92)  781.948  (m)         2565.44   (f) ADJ UNCH    1 2
 DU0112
 DU0112.Superseded values are not recommended for survey control.
 DU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0112.See file dsdata.txt to determine how the superseded data were derived.
 DU0112
 DU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB737712(NAD 83)
 DU0112_MARKER: DB = BENCH MARK DISK
 DU0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0112_SP_SET: ABUTMENT
 DU0112_STAMPING: 2565.441 V 15 1933
 DU0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0112
 DU0112  HISTORY     - Date     Condition        Report By
 DU0112  HISTORY     - 1933     MONUMENTED       CGS
 DU0112
 DU0112                          STATION DESCRIPTION
 DU0112
 DU0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0112'7.5 MI NW FROM BYLAS.
 DU0112'ON SOUTHERN PACIFIC RIGHT OF WAY, ON TOP OF ABUTMENT OF HIGHWAY
 DU0112'UNDER-PASS, NORTHEASTERLY CORNER, 1.3 MILES WEST OF CALVA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0586 ***********************************************************************
 CY0586  DESIGNATION -  V 153
 CY0586  PID         -  CY0586
 CY0586  STATE/COUNTY-  AZ/GRAHAM
 CY0586  USGS QUAD   -  PIMA (1985)
 CY0586
 CY0586                         *CURRENT SURVEY CONTROL
 CY0586  ___________________________________________________________________
 CY0586* NAD 83(1986)-  32 56 05.     (N)    109 48 59.     (W)     SCALED    
 CY0586* NAVD 88     -       885.039  (meters)    2903.67   (feet)  ADJUSTED  
 CY0586  ___________________________________________________________________
 CY0586  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0586  DYNAMIC HT  -         883.809 (meters)    2899.63  (feet)  COMP
 CY0586  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 CY0586
 CY0586  VERT ORDER  -  SECOND    CLASS 0
 CY0586
 CY0586.The horizontal coordinates were scaled from a topographic map and have
 CY0586.an estimated accuracy of +/- 6 seconds.
 CY0586
 CY0586.The orthometric height was determined by differential leveling
 CY0586.and adjusted in June 1991.
 CY0586
 CY0586.The geoid height was determined by GEOID03.
 CY0586
 CY0586.The dynamic height is computed by dividing the NAVD 88
 CY0586.geopotential number by the normal gravity value computed on the
 CY0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0586.degrees latitude (g = 980.6199 gals.).
 CY0586
 CY0586.The modeled gravity was interpolated from observed gravity values.
 CY0586
 CY0586;                    North         East    Units  Estimated Accuracy
 CY0586;SPC AZ E     -   214,570.      246,120.      MT  (+/- 180 meters Scaled)
 CY0586
 CY0586                          SUPERSEDED SURVEY CONTROL
 CY0586
 CY0586  NGVD 29 (??/??/92)  884.438  (m)         2901.69   (f) ADJ UNCH    2 0
 CY0586
 CY0586.Superseded values are not recommended for survey control.
 CY0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0586.See file dsdata.txt to determine how the superseded data were derived.
 CY0586
 CY0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB106446(NAD 83)
 CY0586_MARKER: DB = BENCH MARK DISK
 CY0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0586_STAMPING: V 153 1935
 CY0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0586+STABILITY: SURFACE MOTION
 CY0586
 CY0586  HISTORY     - Date     Condition        Report By
 CY0586  HISTORY     - 1935     MONUMENTED       CGS
 CY0586
 CY0586                          STATION DESCRIPTION
 CY0586
 CY0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CY0586'3.2 MI N FROM PIMA.
 CY0586'3.2 MILES NORTH ALONG THE HAT RANCH ROAD FROM THE PUBLIC SCHOOL AT
 CY0586'PIMA, GRAHAM COUNTY, 0.7 MILE NORTH OF BRYCE PUBLIC SCHOOL, 0.3 MILE
 CY0586'NORTH OF A WOODEN BRIDGE OVER AN IRRIGATION DITCH, 0.2 MILE SOUTH OF
 CY0586'THE CROSSING OVER A WASH, AND 30 FEET EAST OF THE CENTERLINE OF THE
 CY0586'ROAD.  A STANDARD DISK, STAMPED V 153 1935 AND SET IN THE TOP OF A
 CY0586'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1161 ***********************************************************************
 DU1161  DESIGNATION -  V 16
 DU1161  PID         -  DU1161
 DU1161  STATE/COUNTY-  AZ/GILA
 DU1161  USGS QUAD   -  GLOBE (1982)
 DU1161
 DU1161                         *CURRENT SURVEY CONTROL
 DU1161  ___________________________________________________________________
 DU1161* NAD 83(1986)-  33 23 44.     (N)    110 47 08.     (W)     SCALED    
 DU1161* NAVD 88     -      1080.740  (meters)    3545.73   (feet)  ADJUSTED  
 DU1161  ___________________________________________________________________
 DU1161  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DU1161  DYNAMIC HT  -        1079.274 (meters)    3540.92  (feet)  COMP
 DU1161  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 DU1161
 DU1161  VERT ORDER  -  FIRST     CLASS II
 DU1161
 DU1161.The horizontal coordinates were scaled from a topographic map and have
 DU1161.an estimated accuracy of +/- 6 seconds.
 DU1161
 DU1161.The orthometric height was determined by differential leveling
 DU1161.and adjusted in June 1991.
 DU1161
 DU1161.The geoid height was determined by GEOID03.
 DU1161
 DU1161.The dynamic height is computed by dividing the NAVD 88
 DU1161.geopotential number by the normal gravity value computed on the
 DU1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1161.degrees latitude (g = 980.6199 gals.).
 DU1161
 DU1161.The modeled gravity was interpolated from observed gravity values.
 DU1161
 DU1161;                    North         East    Units  Estimated Accuracy
 DU1161;SPC AZ E     -   265,790.      155,790.      MT  (+/- 180 meters Scaled)
 DU1161
 DU1161                          SUPERSEDED SURVEY CONTROL
 DU1161
 DU1161.No superseded survey control is available for this station.
 DU1161
 DU1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB199951(NAD 83)
 DU1161_MARKER: DB = BENCH MARK DISK
 DU1161_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DU1161_SP_SET: BUILDING
 DU1161_STAMPING: V 16 1933 3543.644
 DU1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1161+STABILITY: POSITION/ELEVATION WELL
 DU1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1161+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DU1161
 DU1161  HISTORY     - Date     Condition        Report By
 DU1161  HISTORY     - 1933     MONUMENTED       CGS
 DU1161  HISTORY     - 1979     GOOD             NGS
 DU1161  HISTORY     - 20030416 GOOD             AZ-007
 DU1161  HISTORY     - 20061112 GOOD             GEOCAC
 DU1161
 DU1161                          STATION DESCRIPTION
 DU1161
 DU1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1161'IN GLOBE.
 DU1161'IN GLOBE, SET IN THE ENTRANCE OF THE U.S. POST OFFICE AT THE
 DU1161'CORNER OF EAST SYCAMORE STREET AND SOUTH HILL STREET, 37 FEET
 DU1161'SOUTH-SOUTHEAST OF THE NORTHWEST CORNER, 36 FEET NORTHEAST OF THE
 DU1161'CENTERLINE OF THE STREET AND 12 FEET NORTHWEST OF THE MAIN ENTRANCE.
 DU1161'NOTE=NO ARCHIVE NUMBER.
 DU1161
 DU1161                          STATION RECOVERY (2003)
 DU1161
 DU1161'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU1161'RECOVERED IN GOOD CONDITION.
 DU1161
 DU1161                          STATION RECOVERY (2006)
 DU1161
 DU1161'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0276 ***********************************************************************
 DU0276  DESIGNATION -  V 17
 DU0276  PID         -  DU0276
 DU0276  STATE/COUNTY-  AZ/GILA
 DU0276  USGS QUAD   -  PINAL PEAK (1979)
 DU0276
 DU0276                         *CURRENT SURVEY CONTROL
 DU0276  ___________________________________________________________________
 DU0276* NAD 83(1986)-  33 15 41.     (N)    110 46 35.     (W)     SCALED    
 DU0276* NAVD 88     -      1525.53   (+/-2cm)    5005.0    (feet)  VERTCON   
 DU0276  ___________________________________________________________________
 DU0276  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DU0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0276
 DU0276.The horizontal coordinates were scaled from a topographic map and have
 DU0276.an estimated accuracy of +/- 6 seconds.
 DU0276
 DU0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0276.The vertical order pertains to the NGVD 29 superseded value.
 DU0276
 DU0276.The geoid height was determined by GEOID03.
 DU0276
 DU0276;                    North         East    Units  Estimated Accuracy
 DU0276;SPC AZ E     -   250,900.      156,550.      MT  (+/- 180 meters Scaled)
 DU0276
 DU0276                          SUPERSEDED SURVEY CONTROL
 DU0276
 DU0276  NGVD 29 (??/??/92) 1524.831  (m)         5002.72   (f) ADJ UNCH    2 0
 DU0276
 DU0276.Superseded values are not recommended for survey control.
 DU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0276.See file dsdata.txt to determine how the superseded data were derived.
 DU0276
 DU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB208802(NAD 83)
 DU0276_MARKER: DB = BENCH MARK DISK
 DU0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0276_STAMPING: 5002.736 V 17 1933
 DU0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0276+STABILITY: SURFACE MOTION
 DU0276
 DU0276  HISTORY     - Date     Condition        Report By
 DU0276  HISTORY     - 1933     MONUMENTED       CGS
 DU0276
 DU0276                          STATION DESCRIPTION
 DU0276
 DU0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0276'12.6 MI SE FROM GLOBE.
 DU0276'3.6 MILES EAST ALONG U.S. HIGHWAY 70 FROM POST OFFICE AT GLOBE, THENCE
 DU0276'9.0 MILES SOUTH ALONG STATE HIGHWAY 77, ABOUT 0.1 MILE SOUTH OF
 DU0276'HIGHWAY SUMMIT (MARKED BY SIGN).  ON THE SOUTHWEST SIDE OF HIGHWAY AT
 DU0276'A 40 FOOT CUT, 162 FEET SOUTHWEST OF A HIGHWAY AT A SHARP CURVE IN THE
 DU0276'OLD GRAVEL HIGHWAY ON TOP OF THE RIDGE.  18 FEET SOUTH AND 15 FEET
 DU0276'WEST OF THE MOST WESTERLY OF TWO RIGHT-AWAY FENCE CORNERS.  SET IN THE
 DU0276'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0297 ***********************************************************************
 CZ0297  DESIGNATION -  V 18
 CZ0297  PID         -  CZ0297
 CZ0297  STATE/COUNTY-  AZ/PINAL
 CZ0297  USGS QUAD   -  MAMMOTH (1972)
 CZ0297
 CZ0297                         *CURRENT SURVEY CONTROL
 CZ0297  ___________________________________________________________________
 CZ0297* NAD 83(1986)-  32 42 05.     (N)    110 39 40.     (W)     SCALED    
 CZ0297* NAVD 88     -       890.40   (+/-2cm)    2921.3    (feet)  VERTCON   
 CZ0297  ___________________________________________________________________
 CZ0297  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CZ0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0297
 CZ0297.The horizontal coordinates were scaled from a topographic map and have
 CZ0297.an estimated accuracy of +/- 6 seconds.
 CZ0297
 CZ0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0297.The vertical order pertains to the NGVD 29 superseded value.
 CZ0297
 CZ0297.The geoid height was determined by GEOID03.
 CZ0297
 CZ0297;                    North         East    Units  Estimated Accuracy
 CZ0297;SPC AZ C     -   189,340.      331,080.      MT  (+/- 180 meters Scaled)
 CZ0297
 CZ0297                          SUPERSEDED SURVEY CONTROL
 CZ0297
 CZ0297  NGVD 29 (??/??/92)  889.736  (m)         2919.08   (f) ADJ UNCH    2 0
 CZ0297
 CZ0297.Superseded values are not recommended for survey control.
 CZ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0297.See file dsdata.txt to determine how the superseded data were derived.
 CZ0297
 CZ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB317182(NAD 83)
 CZ0297_MARKER: DB = BENCH MARK DISK
 CZ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0297_STAMPING: 2919.161 V 18 1933
 CZ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0297+STABILITY: SURFACE MOTION
 CZ0297
 CZ0297  HISTORY     - Date     Condition        Report By
 CZ0297  HISTORY     - 1933     MONUMENTED       CGS
 CZ0297  HISTORY     - 1934     GOOD             NGS
 CZ0297
 CZ0297                          STATION DESCRIPTION
 CZ0297
 CZ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0297'2.3 MI SW FROM MAMMOTH.
 CZ0297'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0297'EAST OF MAMMOTH MINE, ON A RIDGE BETWEEN SEVERAL WASHES, AND 40 FEET
 CZ0297'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 CZ0297'2919.161 V 18 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CZ0297'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0043 ***********************************************************************
 CZ0043  DESIGNATION -  V 19
 CZ0043  PID         -  CZ0043
 CZ0043  STATE/COUNTY-  AZ/PIMA
 CZ0043  USGS QUAD   -  TUCSON (1992)
 CZ0043
 CZ0043                         *CURRENT SURVEY CONTROL
 CZ0043  ___________________________________________________________________
 CZ0043* NAD 83(1986)-  32 13 16.     (N)    110 58 14.     (W)     SCALED    
 CZ0043* NAVD 88     -       728.703  (meters)    2390.75   (feet)  ADJUSTED  
 CZ0043  ___________________________________________________________________
 CZ0043  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CZ0043  DYNAMIC HT  -         727.704 (meters)    2387.48  (feet)  COMP
 CZ0043  MODELED GRAV-     979,244.9   (mgal)                       NAVD 88
 CZ0043
 CZ0043  VERT ORDER  -  FIRST     CLASS II
 CZ0043
 CZ0043.The horizontal coordinates were scaled from a topographic map and have
 CZ0043.an estimated accuracy of +/- 6 seconds.
 CZ0043
 CZ0043.The orthometric height was determined by differential leveling
 CZ0043.and adjusted in July 2002.
 CZ0043
 CZ0043.The geoid height was determined by GEOID03.
 CZ0043
 CZ0043.The dynamic height is computed by dividing the NAVD 88
 CZ0043.geopotential number by the normal gravity value computed on the
 CZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0043.degrees latitude (g = 980.6199 gals.).
 CZ0043
 CZ0043.The modeled gravity was interpolated from observed gravity values.
 CZ0043
 CZ0043;                    North         East    Units  Estimated Accuracy
 CZ0043;SPC AZ C     -   135,780.      302,540.      MT  (+/- 180 meters Scaled)
 CZ0043
 CZ0043                          SUPERSEDED SURVEY CONTROL
 CZ0043
 CZ0043  NAVD 88 (06/15/91)  728.699  (m)         2390.74   (f) UNKNOWN     1 2
 CZ0043  NGVD 29 (??/??/92)  728.037  (m)         2388.57   (f) ADJ UNCH    1 2
 CZ0043
 CZ0043.Superseded values are not recommended for survey control.
 CZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0043.See file dsdata.txt to determine how the superseded data were derived.
 CZ0043
 CZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA027649(NAD 83)
 CZ0043_MARKER: DB = BENCH MARK DISK
 CZ0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0043_SP_SET: GRANITE BASE
 CZ0043_STAMPING: V 19 1933
 CZ0043_MARK LOGO: CGS   
 CZ0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0043+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2007
 CZ0043
 CZ0043  HISTORY     - Date     Condition        Report By
 CZ0043  HISTORY     - 1933     MONUMENTED       CGS
 CZ0043  HISTORY     - 1951     GOOD             NGS
 CZ0043  HISTORY     - 1980     GOOD             NGS
 CZ0043  HISTORY     - 1990     GOOD             USPSQD
 CZ0043  HISTORY     - 19941119 GOOD             USPSQD
 CZ0043  HISTORY     - 19950110 MARK NOT FOUND   USPSQD
 CZ0043  HISTORY     - 19961207 GOOD             USPSQD
 CZ0043  HISTORY     - 19990304 GOOD             NGS
 CZ0043  HISTORY     - 20051203 GOOD             GEOCAC
 CZ0043  HISTORY     - 20070528 GOOD             GEOCAC
 CZ0043
 CZ0043                          STATION DESCRIPTION
 CZ0043
 CZ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0043'IN TUCSON.
 CZ0043'AT TUCSON, ON THE BROADWAY SIDE OF THE POST OFFICE LOCATED AT BROADWAY
 CZ0043'AND SCOTT STREET, MIDWAY BETWEEN THE TWO SOUTH ENTRANCES IN TOP OF THE
 CZ0043'GRANIT BASE, 1.0 FOOT HIGHER THAN THE SIDEWALK, AND 0.5 FOOT SOUTH OF
 CZ0043'THE SOUTH FACE OF THE BUILDING.
 CZ0043
 CZ0043                          STATION RECOVERY (1980)
 CZ0043
 CZ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0043'PREVIOUSLY DESCRIBED IN L24555.L5.
 CZ0043
 CZ0043                          STATION RECOVERY (1990)
 CZ0043
 CZ0043'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0043'RECOVERED IN GOOD CONDITION.
 CZ0043
 CZ0043                          STATION RECOVERY (1994)
 CZ0043
 CZ0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 CZ0043'RECOVERED IN GOOD CONDITION.
 CZ0043
 CZ0043                          STATION RECOVERY (1995)
 CZ0043
 CZ0043'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0043'MARK NOT FOUND.
 CZ0043
 CZ0043                          STATION RECOVERY (1996)
 CZ0043
 CZ0043'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0043'RECOVERED IN GOOD CONDITION.
 CZ0043
 CZ0043                          STATION RECOVERY (1999)
 CZ0043
 CZ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ0043'IN TUCSON, AT THE INTERSECTION OF BROADWAY BOULEVARD AND SCOTT AVENUE,
 CZ0043'IN THE SOUTH GRANITE FOUNDATION OF THE UNITED STATES COURTHOUSE, 31.0
 CZ0043'M (101.7 FT) WEST OF THE AVENUE CENTERLINE, 12.6 M (41.3 FT) WEST OF
 CZ0043'THE MOST EASTERLY OF 2 ENTRANCE DOORS ON THE SOUTH SIDE OF THE
 CZ0043'BUILDING, 11.5 M (37.7 FT) NORTH OF THE BOULEVARD CENTER, AND 0.5 M
 CZ0043'(1.6 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 CZ0043
 CZ0043                          STATION RECOVERY (2005)
 CZ0043
 CZ0043'RECOVERY NOTE BY GEOCACHING 2005 (DJH)
 CZ0043'RECOVERED IN GOOD CONDITION.
 CZ0043
 CZ0043                          STATION RECOVERY (2007)
 CZ0043
 CZ0043'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0073 ***********************************************************************
 FR0073  DESIGNATION -  V 2
 FR0073  PID         -  FR0073
 FR0073  STATE/COUNTY-  AZ/COCONINO
 FR0073  USGS QUAD   -  MC LELLAN RESERVOIR (1979)
 FR0073
 FR0073                         *CURRENT SURVEY CONTROL
 FR0073  ___________________________________________________________________
 FR0073* NAD 83(1986)-  35 13 39.     (N)    112 18 14.     (W)     SCALED    
 FR0073* NAVD 88     -      1958.901  (meters)    6426.83   (feet)  POSTED    
 FR0073  ___________________________________________________________________
 FR0073  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 FR0073  DYNAMIC HT  -        1956.170 (meters)    6417.87  (feet)  COMP
 FR0073  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 FR0073
 FR0073  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0073
 FR0073.The horizontal coordinates were scaled from a topographic map and have
 FR0073.an estimated accuracy of +/- 6 seconds.
 FR0073
 FR0073.The orthometric height was determined by differential leveling
 FR0073.and adjusted by the  in 1992.
 FR0073.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0073.rate of 1.1 thru 2.0 mm/km.
 FR0073
 FR0073.The geoid height was determined by GEOID03.
 FR0073
 FR0073.The dynamic height is computed by dividing the NAVD 88
 FR0073.geopotential number by the normal gravity value computed on the
 FR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0073.degrees latitude (g = 980.6199 gals.).
 FR0073
 FR0073.The modeled gravity was interpolated from observed gravity values.
 FR0073
 FR0073;                    North         East    Units  Estimated Accuracy
 FR0073;SPC AZ C     -   468,880.      178,110.      MT  (+/- 180 meters Scaled)
 FR0073
 FR0073                          SUPERSEDED SURVEY CONTROL
 FR0073
 FR0073  NGVD 29 (??/??/92) 1957.938  (m)         6423.67   (f) ADJ UNCH    1 2
 FR0073
 FR0073.Superseded values are not recommended for survey control.
 FR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0073.See file dsdata.txt to determine how the superseded data were derived.
 FR0073
 FR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD813990(NAD 83)
 FR0073_MARKER: B = BOLT
 FR0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0073_SP_SET: ABUTMENT
 FR0073_STAMPING: 6423.668
 FR0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0073
 FR0073  HISTORY     - Date     Condition        Report By
 FR0073  HISTORY     - UNK      MONUMENTED       CGS
 FR0073  HISTORY     - 1974     GOOD             USGS
 FR0073
 FR0073                          STATION DESCRIPTION
 FR0073
 FR0073'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FR0073'5.9 MI W FROM WILLIAMS.
 FR0073'TWO BLOCKS NORTH OF WILLIAMS POST OFFICE TO WEST BOUND LANE OF
 FR0073'INTERSTATE 40 AND US HIGHWAY 66, THENCE WEST 5.9 MILES TO DEVIL DOG
 FR0073'OFF RAMP, THENCE LEFT (SOUTH) 0.6 MILE 1.3 MILES (UNDER FREEWAY) TO
 FR0073'DIRT ROAD.  THENCE RIGHT 200 FT. ON DIRT ROAD TO RAILROAD BED, THENCE
 FR0073'0.7 MILE ALONG RAILROAD BED TO WOODEN BRIDGE AND B. M., ON THE NORTH
 FR0073'END OF THE WEST ABUTMENT OF THE BRIDGE 24 FT. FROM THE CENTERLINE OF
 FR0073'THE RAILROAD BED, 1.0 FT. FROM ROACK FACE OF STONE ABUTMENT, 0.7 FT.
 FR0073'BELOW RAILROAD BED.  A STANDARD C AND GS TABLET STAMPED 6423.668
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0273 ***********************************************************************
 ES0273  DESIGNATION -  V 20
 ES0273  PID         -  ES0273
 ES0273  STATE/COUNTY-  AZ/YAVAPAI
 ES0273  USGS QUAD   -  GISELA (1972)
 ES0273
 ES0273                         *CURRENT SURVEY CONTROL
 ES0273  ___________________________________________________________________
 ES0273* NAD 83(1992)-  34 06 53.01522(N)    111 21 22.41202(W)     ADJUSTED  
 ES0273* NAVD 88     -       962.278  (meters)    3157.07   (feet)  ADJUSTED  
 ES0273  ___________________________________________________________________
 ES0273  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 ES0273  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 ES0273  DYNAMIC HT  -         961.045 (meters)    3153.03  (feet)  COMP
 ES0273  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 ES0273
 ES0273  HORZ ORDER  -  THIRD
 ES0273  VERT ORDER  -  FIRST     CLASS II
 ES0273
 ES0273.The horizontal coordinates were established by classical geodetic methods
 ES0273.and adjusted by the National Geodetic Survey in August 1993.
 ES0273
 ES0273.The orthometric height was determined by differential leveling
 ES0273.and adjusted in June 1991.
 ES0273
 ES0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0273
 ES0273.The geoid height was determined by GEOID03.
 ES0273
 ES0273.The dynamic height is computed by dividing the NAVD 88
 ES0273.geopotential number by the normal gravity value computed on the
 ES0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0273.degrees latitude (g = 980.6199 gals.).
 ES0273
 ES0273.The modeled gravity was interpolated from observed gravity values.
 ES0273
 ES0273;                    North         East     Units Scale Factor Converg.
 ES0273;SPC AZ C     -   345,520.248   265,061.659   MT  0.99993294   +0 18 51.6
 ES0273;SPC AZ C     - 1,133,596.61    869,624.87   iFT  0.99993294   +0 18 51.6
 ES0273;SPC AZ E     -   346,017.409   103,618.846   MT  1.00004841   -0 40 02.0
 ES0273;SPC AZ E     - 1,135,227.72    339,956.84   iFT  1.00004841   -0 40 02.0
 ES0273;UTM  12      - 3,774,934.016   467,147.554   MT  0.99961330   -0 11 59.2
 ES0273
 ES0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0273!SPC AZ C     -   0.99985309  x   0.99993294  =   0.99978604
 ES0273!SPC AZ E     -   0.99985309  x   1.00004841  =   0.99990149
 ES0273!UTM  12      -   0.99985309  x   0.99961330  =   0.99946645
 ES0273
 ES0273                          SUPERSEDED SURVEY CONTROL
 ES0273
 ES0273  NAD 83(1992)-  34 06 53.00781(N)    111 21 22.41716(W) AD(       ) 3
 ES0273  NGVD 29 (??/??/92)  961.653  (m)         3155.02   (f) ADJ UNCH    1 2
 ES0273
 ES0273.Superseded values are not recommended for survey control.
 ES0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0273.See file dsdata.txt to determine how the superseded data were derived.
 ES0273
 ES0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC6714874934(NAD 83)
 ES0273_MARKER: DB = BENCH MARK DISK
 ES0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0273_MARK LOGO: CGS   
 ES0273_PROJECTION: PROJECTING 10 CENTIMETERS
 ES0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0273+STABILITY: SURFACE MOTION
 ES0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0273+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2008
 ES0273
 ES0273  HISTORY     - Date     Condition        Report By
 ES0273  HISTORY     - 1933     MONUMENTED       CGS
 ES0273  HISTORY     - 1933     GOOD             NGS
 ES0273  HISTORY     - 1966     GOOD             USGS
 ES0273  HISTORY     - 1982     GOOD             NGS
 ES0273  HISTORY     - 20080307 GOOD             GEOCAC
 ES0273
 ES0273                          STATION DESCRIPTION
 ES0273
 ES0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0273'9.5 MI S FROM PAYSON.
 ES0273'CONCRETE POST, AT SIDE OF HIGHWAY, 120 FEET SOUTHWEST OF RYE CREEK
 ES0273'STORE, 75 FEET SOUTH OF Y-JUNCTION OF SIDE ROAD LEADING DOWN TO CREEK,
 ES0273'55 FEET WEST OF HIGHWAY CENTER-LINE.
 ES0273
 ES0273                          STATION RECOVERY (1966)
 ES0273
 ES0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0273'DESCRIBED AS FOLLOWS--9.8 MI S. ALONG HWY.
 ES0273'LEADING TO ROOSEVELT FROM PAYSON POST OFFICE.  35 YARDS S. OF
 ES0273'GENERAL STORE AT RYE, 30 YARDS SE. OF JCT. OF RD. LEADING TO RYE
 ES0273'CREEK, 60 FT. SW. OF CENTERLINE HWY.
 ES0273'
 ES0273'STATION MARK--NGS DISK STAMPED---3155.023 V 20 1933---, SET IN TOP
 ES0273'OF CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 ES0273'
 ES0273'RMS--NONE SET.
 ES0273'
 ES0273'NOTE--THE COUNTRY STORE WHICH WAS DESCRIBED IS NO LONGER THERE
 ES0273'AND THERE IS A NEW STORE ABOUT 0.3 MI S. OF WHERE THE OLD STORE
 ES0273'MUST HAVE BEEN.
 ES0273'
 ES0273'NOTE--COMPUTED FROM SINGLE UNCLOSED TRIANGLE.
 ES0273
 ES0273                          STATION RECOVERY (1982)
 ES0273
 ES0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0273'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0273'16.6 KM (10.3 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0273'PAYSON, BETWEEN THE SOUTH BOUND LANES AND A TRACK ROAD, AT A WIRE MESH
 ES0273'GATE IN THE RIGHT OF WAY FENCE, 0.6 KM (0.4 MI) NORTH OF A POINT WHERE
 ES0273'THE NORTH AND SOUTH BOUND LANES SPLIT, 0.6 KM (0.4 MI) NORTH OF
 ES0273'MILEPOST 241, 35.6 METERS (117 FT) SOUTHWEST OF THE HIGHWAY
 ES0273'CENTERLINE, 6.7 METERS (22 FT) NORTHEAST OF THE TRACK ROAD CENTER, 8.8
 ES0273'METERS (29 FT) SOUTHWEST OF A FENCE LINE.
 ES0273'THE MARK IS 2.7 METERS  SE FROM A WITNESS POST.
 ES0273'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 ES0273
 ES0273                          STATION RECOVERY (2008)
 ES0273
 ES0273'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0448 ***********************************************************************
 DU0448  DESIGNATION -  V 21
 DU0448  PID         -  DU0448
 DU0448  STATE/COUNTY-  AZ/MARICOPA
 DU0448  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0448
 DU0448                         *CURRENT SURVEY CONTROL
 DU0448  ___________________________________________________________________
 DU0448* NAD 83(1986)-  33 30 30.     (N)    111 27 23.     (W)     SCALED    
 DU0448* NAVD 88     -       719.17   (+/-2cm)    2359.5    (feet)  VERTCON   
 DU0448  ___________________________________________________________________
 DU0448  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DU0448  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0448
 DU0448.The horizontal coordinates were scaled from a topographic map and have
 DU0448.an estimated accuracy of +/- 6 seconds.
 DU0448
 DU0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0448.The vertical order pertains to the NGVD 29 superseded value.
 DU0448
 DU0448.The geoid height was determined by GEOID03.
 DU0448
 DU0448;                    North         East    Units  Estimated Accuracy
 DU0448;SPC AZ C     -   278,220.      256,120.      MT  (+/- 180 meters Scaled)
 DU0448
 DU0448                          SUPERSEDED SURVEY CONTROL
 DU0448
 DU0448  NGVD 29 (??/??/92)  718.556  (m)         2357.46   (f) ADJ UNCH    1 2
 DU0448
 DU0448.Superseded values are not recommended for survey control.
 DU0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0448.See file dsdata.txt to determine how the superseded data were derived.
 DU0448
 DU0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC576077(NAD 83)
 DU0448_MARKER: DB = BENCH MARK DISK
 DU0448_SETTING: 66 = SET IN ROCK OUTCROP
 DU0448_SP_SET: REDDISH OUTCROP
 DU0448_STAMPING: V 21 1933
 DU0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0448+STABILITY: POSITION/ELEVATION WELL
 DU0448
 DU0448  HISTORY     - Date     Condition        Report By
 DU0448  HISTORY     - 1933     MONUMENTED       CGS
 DU0448  HISTORY     - 1948     GOOD             NGS
 DU0448  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0448
 DU0448                          STATION DESCRIPTION
 DU0448
 DU0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0448'8.2 MI SW FROM TORTILLA FLAT.
 DU0448'ABOUT 8.2 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0448'AT TORTILLA FLAT, AT A HAIRPIN CURVE IN THE HIGHWAY, ABOUT 0.9 MILE
 DU0448'SOUTHWEST OF THE SUMMIT OF APACHE GAP, 61.0 FEET NORTH OF THE CENTER
 DU0448'LINE OF THE HIGHWAY, SET ON TOP AND AT THE SOUTH END OF A LARGE
 DU0448'REDDISH AND JAGGED OUTCROP PROJECTING 8 FEET ABOVE THE GROUND AND 2
 DU0448'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0448
 DU0448                          STATION RECOVERY (1980)
 DU0448
 DU0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0448'SEARCHED F0R BUT NOT RECOVERED. NOTE-MARK SHANK FOUND AT DESCRIBED
 DU0448'LOCATION, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0807 ***********************************************************************
 DU0807  DESIGNATION -  V 22
 DU0807  PID         -  DU0807
 DU0807  STATE/COUNTY-  AZ/MARICOPA
 DU0807  USGS QUAD   -  GUADALUPE (1982)
 DU0807
 DU0807                         *CURRENT SURVEY CONTROL
 DU0807  ___________________________________________________________________
 DU0807* NAD 83(1986)-  33 16 39.     (N)    111 58 04.     (W)     SCALED    
 DU0807* NAVD 88     -       349.57   (+/-2cm)    1146.9    (feet)  VERTCON   
 DU0807  ___________________________________________________________________
 DU0807  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DU0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0807
 DU0807.The horizontal coordinates were scaled from a topographic map and have
 DU0807.an estimated accuracy of +/- 6 seconds.
 DU0807
 DU0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0807.The vertical order pertains to the NGVD 29 superseded value.
 DU0807
 DU0807.The geoid height was determined by GEOID03.
 DU0807
 DU0807;                    North         East    Units  Estimated Accuracy
 DU0807;SPC AZ C     -   252,530.      208,600.      MT  (+/- 180 meters Scaled)
 DU0807
 DU0807                          SUPERSEDED SURVEY CONTROL
 DU0807
 DU0807  NGVD 29 (??/??/92)  349.023  (m)         1145.09   (f) ADJ UNCH    2 0
 DU0807
 DU0807.Superseded values are not recommended for survey control.
 DU0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0807.See file dsdata.txt to determine how the superseded data were derived.
 DU0807
 DU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB098824(NAD 83)
 DU0807_MARKER: DB = BENCH MARK DISK
 DU0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0807_STAMPING: V 22 1933
 DU0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0807+STABILITY: SURFACE MOTION
 DU0807
 DU0807  HISTORY     - Date     Condition        Report By
 DU0807  HISTORY     - 1933     MONUMENTED       CGS
 DU0807  HISTORY     - 1962     GOOD             NGS
 DU0807  HISTORY     - 20070419 MARK NOT FOUND   GEOCAC
 DU0807
 DU0807                          STATION DESCRIPTION
 DU0807
 DU0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DU0807'10.7 MI S FROM TEMPE.
 DU0807'9.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0807'STATION IN TEMPE, THENCE 1.7 MILES SOUTH ALONG ASPHALT PAVED ROAD TO
 DU0807'MARICOPA, NEAR THE INTERSECTION OF A ROAD LEADING SOUTHEAST, 46 FEET
 DU0807'SOUTH OF THE CENTER LINE OF THE SIDE ROAD, AND 32.8 FEET EAST OF THE
 DU0807'CENTER LINE OF THE NORTH-SOUTH ROAD, AND IS SET IN TOP OF A CONCRETE
 DU0807'POST PROJECTING 4 INCHES.
 DU0807
 DU0807                          STATION RECOVERY (2007)
 DU0807
 DU0807'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0807'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0807'MARK. THE DESCRIBED AREA IS NOW A GRADED PARKING LOT FOR THE FIREBIRD
 DU0807'SPORTS COMPLEX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0248 ***********************************************************************
 DV0248  DESIGNATION -  V 23
 DV0248  PID         -  DV0248
 DV0248  STATE/COUNTY-  AZ/MARICOPA
 DV0248  USGS QUAD   -  EL MIRAGE (1982)
 DV0248
 DV0248                         *CURRENT SURVEY CONTROL
 DV0248  ___________________________________________________________________
 DV0248* NAD 83(1986)-  33 37 09.     (N)    112 19 30.     (W)     SCALED    
 DV0248* NAVD 88     -       350.31   (+/-2cm)    1149.3    (feet)  VERTCON   
 DV0248  ___________________________________________________________________
 DV0248  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DV0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0248
 DV0248.The horizontal coordinates were scaled from a topographic map and have
 DV0248.an estimated accuracy of +/- 6 seconds.
 DV0248
 DV0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0248.The vertical order pertains to the NGVD 29 superseded value.
 DV0248
 DV0248.The geoid height was determined by GEOID03.
 DV0248
 DV0248;                    North         East    Units  Estimated Accuracy
 DV0248;SPC AZ C     -   290,490.      175,470.      MT  (+/- 180 meters Scaled)
 DV0248
 DV0248                          SUPERSEDED SURVEY CONTROL
 DV0248
 DV0248  NGVD 29 (??/??/92)  349.744  (m)         1147.45   (f) ADJ UNCH    2 0
 DV0248
 DV0248.Superseded values are not recommended for survey control.
 DV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0248.See file dsdata.txt to determine how the superseded data were derived.
 DV0248
 DV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC770207(NAD 83)
 DV0248_MARKER: DB = BENCH MARK DISK
 DV0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0248_STAMPING: V 23 1933
 DV0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0248+STABILITY: SURFACE MOTION
 DV0248
 DV0248  HISTORY     - Date     Condition        Report By
 DV0248  HISTORY     - 1933     MONUMENTED       CGS
 DV0248  HISTORY     - 1956     MARK NOT FOUND   USGS
 DV0248  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0248
 DV0248                          STATION DESCRIPTION
 DV0248
 DV0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0248'4.8 MI SE FROM BEARDSLEY.
 DV0248'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 1.5 MILES NORTHWEST OF
 DV0248'AQUA FRIA RIVER RAILROAD BRIDGE, 300 FEET WEST OF MILEPOST 174, 70
 DV0248'FEET SOUTHWEST OF RAILROAD CENTER-LINE, 54 FEET NORTHEAST OF HIGHWAY
 DV0248'CENTER-LINE.
 DV0248
 DV0248                          STATION RECOVERY (1956)
 DV0248
 DV0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DV0248'MARK NOT FOUND.
 DV0248
 DV0248                          STATION RECOVERY (2007)
 DV0248
 DV0248'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0248'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DV0248'MARK. THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS UNDER
 DV0248'THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0435 ***********************************************************************
 ET0435  DESIGNATION -  V 24
 ET0435  PID         -  ET0435
 ET0435  STATE/COUNTY-  AZ/YAVAPAI
 ET0435  USGS QUAD   -  CONGRESS SW (1969)
 ET0435
 ET0435                         *CURRENT SURVEY CONTROL
 ET0435  ___________________________________________________________________
 ET0435* NAD 83(1986)-  34 00 12.     (N)    112 54 05.     (W)     SCALED    
 ET0435* NAVD 88     -       752.22   (+/-2cm)    2467.9    (feet)  VERTCON   
 ET0435  ___________________________________________________________________
 ET0435  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 ET0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0435
 ET0435.The horizontal coordinates were scaled from a topographic map and have
 ET0435.an estimated accuracy of +/- 6 seconds.
 ET0435
 ET0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0435.The vertical order pertains to the NGVD 29 superseded value.
 ET0435
 ET0435.The geoid height was determined by GEOID03.
 ET0435
 ET0435;                    North         East    Units  Estimated Accuracy
 ET0435;SPC AZ C     -   333,460.      122,400.      MT  (+/- 180 meters Scaled)
 ET0435
 ET0435                          SUPERSEDED SURVEY CONTROL
 ET0435
 ET0435  NGVD 29 (??/??/92)  751.521  (m)         2465.62   (f) ADJ UNCH    2 0
 ET0435
 ET0435.Superseded values are not recommended for survey control.
 ET0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0435.See file dsdata.txt to determine how the superseded data were derived.
 ET0435
 ET0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC244641(NAD 83)
 ET0435_MARKER: DB = BENCH MARK DISK
 ET0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0435+STABILITY: SURFACE MOTION
 ET0435
 ET0435  HISTORY     - Date     Condition        Report By
 ET0435  HISTORY     - UNK      MONUMENTED       CGS
 ET0435  HISTORY     - 1933     GOOD             NGS
 ET0435
 ET0435                          STATION DESCRIPTION
 ET0435
 ET0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0435'5.9 MI W FROM MATHIE.
 ET0435'CONCRETE POST, ON A.T. AND S.F. RIGHT OF WAY, 0.2 MILES EAST OF DIVIDE
 ET0435'SIDING, 10 FEET EAST OF MILEPOST 6, 40 FEET NORTH OF RAILROAD
 ET0435'CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0388 ***********************************************************************
 ET0388  DESIGNATION -  V 25
 ET0388  PID         -  ET0388
 ET0388  STATE/COUNTY-  AZ/YAVAPAI
 ET0388  USGS QUAD   -  CONGRESS (1969)
 ET0388
 ET0388                         *CURRENT SURVEY CONTROL
 ET0388  ___________________________________________________________________
 ET0388* NAD 83(1986)-  34 08 10.     (N)    112 50 28.     (W)     SCALED    
 ET0388* NAVD 88     -       901.212  (meters)    2956.73   (feet)  POSTED    
 ET0388  ___________________________________________________________________
 ET0388  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 ET0388  DYNAMIC HT  -         900.080 (meters)    2953.01  (feet)  COMP
 ET0388  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 ET0388
 ET0388  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0388
 ET0388.The horizontal coordinates were scaled from a topographic map and have
 ET0388.an estimated accuracy of +/- 6 seconds.
 ET0388
 ET0388.The orthometric height was determined by differential leveling
 ET0388.and adjusted in November 2005.
 ET0388.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0388.rate of 1.1 thru 2.0 mm/km.
 ET0388
 ET0388.The geoid height was determined by GEOID03.
 ET0388
 ET0388.The dynamic height is computed by dividing the NAVD 88
 ET0388.geopotential number by the normal gravity value computed on the
 ET0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0388.degrees latitude (g = 980.6199 gals.).
 ET0388
 ET0388.The modeled gravity was interpolated from observed gravity values.
 ET0388
 ET0388;                    North         East    Units  Estimated Accuracy
 ET0388;SPC AZ C     -   348,140.      128,100.      MT  (+/- 180 meters Scaled)
 ET0388
 ET0388                          SUPERSEDED SURVEY CONTROL
 ET0388
 ET0388  NGVD 29 (??/??/92)  900.551  (m)         2954.56   (f) ADJ UNCH    2 0
 ET0388
 ET0388.Superseded values are not recommended for survey control.
 ET0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0388.See file dsdata.txt to determine how the superseded data were derived.
 ET0388
 ET0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC302787(NAD 83)
 ET0388_MARKER: DB = BENCH MARK DISK
 ET0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0388_SP_SET: CULVERT
 ET0388_STAMPING: V 25 1933
 ET0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0388+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0388
 ET0388  HISTORY     - Date     Condition        Report By
 ET0388  HISTORY     - 1933     MONUMENTED       CGS
 ET0388  HISTORY     - 20080526 GOOD             GEOCAC
 ET0388
 ET0388                          STATION DESCRIPTION
 ET0388
 ET0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0388'1.5 MI S FROM CONGRESS JUNCTION.
 ET0388'ON A.T. AND S.F. RIGHT OF WAY, 300 FEET NORTHEAST OF MILEPOST 125, ON
 ET0388'TOP OF EASTERLY CONCRETE HEADWALL OF RAILROAD CULVERT NO.-125.
 ET0388
 ET0388                          STATION RECOVERY (2008)
 ET0388
 ET0388'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0388'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0388'08.177' W112 50.463'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0383 ***********************************************************************
 FS0383  DESIGNATION -  V 253
 FS0383  PID         -  FS0383
 FS0383  STATE/COUNTY-  AZ/MOHAVE
 FS0383  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0383
 FS0383                         *CURRENT SURVEY CONTROL
 FS0383  ___________________________________________________________________
 FS0383* NAD 83(1986)-  35 58 32.     (N)    114 29 10.     (W)     SCALED    
 FS0383* NAVD 88     -       465.698  (meters)    1527.88   (feet)  POSTED    
 FS0383  ___________________________________________________________________
 FS0383  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0383  DYNAMIC HT  -         465.230 (meters)    1526.34  (feet)  COMP
 FS0383  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 FS0383
 FS0383  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0383
 FS0383.The horizontal coordinates were scaled from a topographic map and have
 FS0383.an estimated accuracy of +/- 6 seconds.
 FS0383
 FS0383.The orthometric height was determined by differential leveling
 FS0383.and adjusted by the  in 1992.
 FS0383.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0383.rate of 1.1 thru 2.0 mm/km.
 FS0383
 FS0383.The geoid height was determined by GEOID03.
 FS0383
 FS0383.The dynamic height is computed by dividing the NAVD 88
 FS0383.geopotential number by the normal gravity value computed on the
 FS0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0383.degrees latitude (g = 980.6199 gals.).
 FS0383
 FS0383.The modeled gravity was interpolated from observed gravity values.
 FS0383
 FS0383;                    North         East    Units  Estimated Accuracy
 FS0383;SPC AZ W     -   552,070.      146,970.      MT  (+/- 180 meters Scaled)
 FS0383
 FS0383                          SUPERSEDED SURVEY CONTROL
 FS0383
 FS0383  NGVD 29 (??/??/92)  464.977  (m)         1525.51   (f) ADJ UNCH    1 1
 FS0383
 FS0383.Superseded values are not recommended for survey control.
 FS0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0383.See file dsdata.txt to determine how the superseded data were derived.
 FS0383
 FS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV266841(NAD 83)
 FS0383_MARKER: DB = BENCH MARK DISK
 FS0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0383_STAMPING: V 253 1941
 FS0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0383+STABILITY: SURFACE MOTION
 FS0383
 FS0383  HISTORY     - Date     Condition        Report By
 FS0383  HISTORY     - 1941     MONUMENTED       CGS
 FS0383  HISTORY     - 1950     GOOD             NGS
 FS0383  HISTORY     - 1963     GOOD             NGS
 FS0383
 FS0383                          STATION DESCRIPTION
 FS0383
 FS0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0383'6.6 MI S FROM MOUTH OF DETRITAL WASH.
 FS0383'6.6 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0383'MEAD, 108 FEET WEST OF THE TOP OF THE WEST BANK, AT THE EAST
 FS0383'END OF A LONG GRAVEL RIDGE, ABOUT 20 FEET HIGHER THAN THE BED
 FS0383'OF THE WASH, 3.1 FEET EAST OF A WITNESS POST, AND SET IN THE
 FS0383'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0383
 FS0383                          STATION RECOVERY (1963)
 FS0383
 FS0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0482 ***********************************************************************
 FS0482  DESIGNATION -  V 254
 FS0482  PID         -  FS0482
 FS0482  STATE/COUNTY-  AZ/MOHAVE
 FS0482  USGS QUAD   -  MT TIPTON NW (1980)
 FS0482
 FS0482                         *CURRENT SURVEY CONTROL
 FS0482  ___________________________________________________________________
 FS0482* NAD 83(2007)-  35 43 03.20584(N)    114 09 42.41428(W)     ADJUSTED  
 FS0482* NAVD 88     -       958.750  (meters)    3145.50   (feet)  POSTED    
 FS0482  ___________________________________________________________________
 FS0482  EPOCH DATE  -        2007.00
 FS0482  X           -  -2,122,341.938 (meters)                     COMP
 FS0482  Y           -  -4,730,862.291 (meters)                     COMP
 FS0482  Z           -   3,703,336.279 (meters)                     COMP
 FS0482  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 FS0482  ELLIP HEIGHT-         931.075 (meters)          (02/10/07) ADJUSTED
 FS0482  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FS0482  DYNAMIC HT  -         957.670 (meters)    3141.96  (feet)  COMP
 FS0482
 FS0482  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FS0482  Type    PID    Designation                      North   East  Ellip
 FS0482  -------------------------------------------------------------------
 FS0482  NETWORK FS0482 V 254                             1.25   1.37   2.90
 FS0482  -------------------------------------------------------------------
 FS0482  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 FS0482
 FS0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0482
 FS0482.The horizontal coordinates were established by GPS observations
 FS0482.and adjusted by the National Geodetic Survey in February 2007.
 FS0482
 FS0482.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FS0482.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FS0482.The horizontal coordinates are valid at the epoch date displayed above.
 FS0482.The epoch date for horizontal control is a decimal equivalence
 FS0482.of Year/Month/Day.
 FS0482
 FS0482.The orthometric height was determined by differential leveling
 FS0482.and adjusted by the  in 1992.
 FS0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0482.rate of 0.0 thru 1.0 mm/km.
 FS0482
 FS0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0482
 FS0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0482
 FS0482.The ellipsoidal height was determined by GPS observations
 FS0482.and is referenced to NAD 83.
 FS0482
 FS0482.The geoid height was determined by GEOID03.
 FS0482
 FS0482.The dynamic height is computed by dividing the NAVD 88
 FS0482.geopotential number by the normal gravity value computed on the
 FS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0482.degrees latitude (g = 980.6199 gals.).
 FS0482
 FS0482.The modeled gravity was interpolated from observed gravity values.
 FS0482
 FS0482;                    North         East     Units Scale Factor Converg.
 FS0482;SPC AZ W     -   523,272.791   176,102.683   MT  0.99995043   -0 14 25.4
 FS0482;SPC AZ W     - 1,716,774.25    577,764.71   iFT  0.99995043   -0 14 25.4
 FS0482;UTM  11      - 3,956,336.300   756,744.593   MT  1.00041236   +1 39 28.2
 FS0482
 FS0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0482!SPC AZ W     -   0.99985388  x   0.99995043  =   0.99980432
 FS0482!UTM  11      -   0.99985388  x   1.00041236  =   1.00026618
 FS0482
 FS0482                          SUPERSEDED SURVEY CONTROL
 FS0482
 FS0482  NAD 83(1992)-  35 43 03.20594(N)    114 09 42.41354(W) AD(1999.37) B
 FS0482  ELLIP H (10/30/00)  931.093  (m)                       GP(1999.37) 4 2
 FS0482  NAD 83(1992)-  35 43 03.20502(N)    114 09 42.41155(W) AD(       ) B
 FS0482  ELLIP H (03/30/95)  931.165  (m)                       GP(       ) 4 1
 FS0482  NAVD 88 (03/30/95)  958.75   (m)         3145.5    (f) LEVELING    3  
 FS0482  NGVD 29 (??/??/92)  957.992  (m)         3143.01   (f) ADJ UNCH    1 1
 FS0482
 FS0482.Superseded values are not recommended for survey control.
 FS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0482.See file dsdata.txt to determine how the superseded data were derived.
 FS0482
 FS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5674556336(NAD 83)
 FS0482_MARKER: DB = BENCH MARK DISK
 FS0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0482_STAMPING: V 254 1941
 FS0482_MARK LOGO: CGS   
 FS0482_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0482+STABILITY: SURFACE MOTION
 FS0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0482+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2208
 FS0482
 FS0482  HISTORY     - Date     Condition        Report By
 FS0482  HISTORY     - 1941     MONUMENTED       CGS
 FS0482  HISTORY     - 1950     GOOD             NGS
 FS0482  HISTORY     - 1970     GOOD             USGS
 FS0482  HISTORY     - 19940320 GOOD             NGS
 FS0482  HISTORY     - 20051019 GOOD             NGS
 FS0482  HISTORY     - 22080619 GOOD             GEOANA
 FS0482
 FS0482                          STATION DESCRIPTION
 FS0482
 FS0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0482'28.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0482'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0482'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 17.5 MILES
 FS0482'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.1 MILE
 FS0482'NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, ON A SLIGHT
 FS0482'SLOPE, ABOUT 75 YARDS WEST OF THE BASE OF A SMALL HILL, 97 FEET
 FS0482'EAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET WEST OF A WITNESS
 FS0482'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0482'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0482
 FS0482                          STATION RECOVERY (1970)
 FS0482
 FS0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS0482'RECOVERED IN GOOD CONDITION.
 FS0482
 FS0482                          STATION RECOVERY (1994)
 FS0482
 FS0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 FS0482'MARK IS LOCATED ABOUT 65 KM (40.40 MI) SOUTHEAST OF HOOVER DAM, 60 KM
 FS0482'(37.30 MI) NORTH OF KINGMAN, 26 KM (16.15 MI) NORTHEAST OF US HIGHWAY
 FS0482'93, ALONG THE ROAD TO PEARCE FERRY, ON THE RIGHT-OF-WAY EDGE, AT MILE
 FS0482'17.3, AT THE BASE OF A LOW HILL, IN NORTH CENTRAL SECTION 24, T 27 N,
 FS0482'R 18 E.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION OR US BUREAU OF
 FS0482'LAND MANAGEMENT. TO REACH FROM HOOVER DAM NEAR BOULDER CITY,NEVADA, GO
 FS0482'SOUTHEAST ON US HIGHWAY 93 FOR 58.1 KM (36.10 MI) TO A BRIDGE OVER
 FS0482'DETRITAL WASH. CONTINUE AHEAD FOR 9.8 KM (6.10 MI) TO A PAVED ROAD
 FS0482'LEFT.  TURN LEFT, NORTHEAST, ON PEARCE FERRY ROAD (COUNTY SIGNS SPELL
 FS0482'IT "PIERCE") (ALSO COUNTY ROAD 25), PASSNG THROUGH DOLAN SPRINGS FOR
 FS0482'22.67 KM (14.10 MI) TO A CATTLE GUARD AT MILEPOST 14.  CONTINUE AHEAD
 FS0482'FOR 5.22 KM (3.25 MI) TO A GRADED ROAD LEFT. CONTINUE AHEAD FOR 0.18
 FS0482'KM (0.10 MI) TO THE STATION ON THE RIGHT. STATION MARK IS A DISK SET
 FS0482'IN THE TOP OF A 15-CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE
 FS0482'GROUND IN A FLAT OPEN AREA.  IT IS 27.8 M (91.2 FT) EAST OF, AND LEVEL
 FS0482'WITH THE HIGHWAY CENTER, 0.9 M (3.0 FT) WEST OF A TRIANGULAR-SHAPED
 FS0482'CONCRETE POST, AND 0.8 M (2.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 FS0482'DESCRIBED BY G.R.HEID
 FS0482
 FS0482                          STATION RECOVERY (2005)
 FS0482
 FS0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0482'RECOVERED IN GOOD CONDITION.
 FS0482
 FS0482                          STATION RECOVERY (2208)
 FS0482
 FS0482'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2208 (MLD)
 FS0482'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0559 ***********************************************************************
 ET0559  DESIGNATION -  V 255
 ET0559  PID         -  ET0559
 ET0559  STATE/COUNTY-  AZ/YAVAPAI
 ET0559  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0559
 ET0559                         *CURRENT SURVEY CONTROL
 ET0559  ___________________________________________________________________
 ET0559* NAD 83(1986)-  34 53 40.     (N)    112 32 25.     (W)     SCALED    
 ET0559* NAVD 88     -      1341.505  (meters)    4401.25   (feet)  POSTED    
 ET0559  ___________________________________________________________________
 ET0559  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 ET0559  DYNAMIC HT  -        1339.760 (meters)    4395.53  (feet)  COMP
 ET0559  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 ET0559
 ET0559  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0559
 ET0559.The horizontal coordinates were scaled from a topographic map and have
 ET0559.an estimated accuracy of +/- 6 seconds.
 ET0559
 ET0559.The orthometric height was determined by differential leveling
 ET0559.and adjusted in November 2005.
 ET0559.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0559.rate of 0.0 thru 1.0 mm/km.
 ET0559
 ET0559.The geoid height was determined by GEOID03.
 ET0559
 ET0559.The dynamic height is computed by dividing the NAVD 88
 ET0559.geopotential number by the normal gravity value computed on the
 ET0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0559.degrees latitude (g = 980.6199 gals.).
 ET0559
 ET0559.The modeled gravity was interpolated from observed gravity values.
 ET0559
 ET0559;                    North         East    Units  Estimated Accuracy
 ET0559;SPC AZ C     -   432,040.      156,360.      MT  (+/- 180 meters Scaled)
 ET0559
 ET0559                          SUPERSEDED SURVEY CONTROL
 ET0559
 ET0559  NGVD 29 (??/??/92) 1340.734  (m)         4398.72   (f) ADJ UNCH    2 0
 ET0559
 ET0559.Superseded values are not recommended for survey control.
 ET0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0559.See file dsdata.txt to determine how the superseded data were derived.
 ET0559
 ET0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD592624(NAD 83)
 ET0559_MARKER: DB = BENCH MARK DISK
 ET0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0559_STAMPING: V 255 1941
 ET0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0559+STABILITY: SURFACE MOTION
 ET0559
 ET0559  HISTORY     - Date     Condition        Report By
 ET0559  HISTORY     - 1941     MONUMENTED       CGS
 ET0559  HISTORY     - 1974     GOOD             USGS
 ET0559
 ET0559                          STATION DESCRIPTION
 ET0559
 ET0559'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0559'4.7 MI NW FROM PAULDEN.
 ET0559'0.5 MILE NORTH ALONG U.S. HIGHWAY 89 FROM POST OFFICE AT PAULDEN,
 ET0559'THENCE 0.7 MILE WEST ALONG COUNTY ROAD TO ROAD FORK, THENCE 3.5 MILES
 ET0559'WEST ALONG ROAD PARALLEL TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ET0559'TO ROAD JUNCTION AND CATTLE GUARD AT NORTH-SOUTH FENCE.  114 FT
 ET0559'SOUTHWEST OF CENTERLINE OF ROAD CROSSING THE TRACK, 79 FT SOUTH OF THE
 ET0559'CENTERLINE OF THE TRACK, 29 FT NORTHEAST OF A FENCE CORNER, 4 FT SOUTH
 ET0559'OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 ET0559'USC AND GS DISK STAMPED V 255 1941 AND SET IN THE TOP OF A CONCRETE
 ET0559'POST PROJECTING ABOUT 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0562 ***********************************************************************
 ET0562  DESIGNATION -  V 256
 ET0562  PID         -  ET0562
 ET0562  STATE/COUNTY-  AZ/YAVAPAI
 ET0562  USGS QUAD   -  INDIAN PEAK (1986)
 ET0562
 ET0562                         *CURRENT SURVEY CONTROL
 ET0562  ___________________________________________________________________
 ET0562* NAD 83(1986)-  34 55 43.     (N)    112 49 37.     (W)     SCALED    
 ET0562* NAVD 88     -      1553.78   (+/-2cm)    5097.7    (feet)  VERTCON   
 ET0562  ___________________________________________________________________
 ET0562  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ET0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0562
 ET0562.The horizontal coordinates were scaled from a topographic map and have
 ET0562.an estimated accuracy of +/- 6 seconds.
 ET0562
 ET0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0562.The vertical order pertains to the NGVD 29 superseded value.
 ET0562
 ET0562.The geoid height was determined by GEOID03.
 ET0562
 ET0562;                    North         East    Units  Estimated Accuracy
 ET0562;SPC AZ C     -   436,030.      130,200.      MT  (+/- 180 meters Scaled)
 ET0562
 ET0562                          SUPERSEDED SURVEY CONTROL
 ET0562
 ET0562  NGVD 29 (??/??/92) 1552.840  (m)         5094.61   (f) ADJ UNCH    2 0
 ET0562
 ET0562.Superseded values are not recommended for survey control.
 ET0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0562.See file dsdata.txt to determine how the superseded data were derived.
 ET0562
 ET0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD331666(NAD 83)
 ET0562_MARKER: DB = BENCH MARK DISK
 ET0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0562_STAMPING: V 256 1941
 ET0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0562+STABILITY: SURFACE MOTION
 ET0562
 ET0562  HISTORY     - Date     Condition        Report By
 ET0562  HISTORY     - 1941     MONUMENTED       CGS
 ET0562
 ET0562                          STATION DESCRIPTION
 ET0562
 ET0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0562'1.1 MI E FROM WALNUT CREEK RANGER STA.
 ET0562'1.1 MILES EAST ALONG A COUNTY ROAD FROM WALNUT CREEK RANGER STATION,
 ET0562'0.7 MILE WEST OF ITS JUNCTION WITH THE SIMMONS ROAD, 0.1 MILE WEST OF
 ET0562'THE CROSSING OF A WASH, 63 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ET0562'57 FEET EAST OF THE BASE OF A HILL, 1.8 FEET NORTH OF AN EAST-AND-WEST
 ET0562'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 ET0562'WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.8
 ET0562'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0243 ***********************************************************************
 DB0243  DESIGNATION -  V 257
 DB0243  PID         -  DB0243
 DB0243  STATE/COUNTY-  AZ/YUMA
 DB0243  USGS QUAD   -  YUMA EAST (1994)
 DB0243
 DB0243                         *CURRENT SURVEY CONTROL
 DB0243  ___________________________________________________________________
 DB0243* NAD 83(1986)-  32 40 08.     (N)    114 34 51.     (W)     SCALED    
 DB0243* NAVD 88     -        66.03   (+/-2cm)     216.6    (feet)  VERTCON   
 DB0243  ___________________________________________________________________
 DB0243  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DB0243  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0243
 DB0243.The horizontal coordinates were scaled from a topographic map and have
 DB0243.an estimated accuracy of +/- 6 seconds.
 DB0243
 DB0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0243.The vertical order pertains to the NGVD 29 superseded value.
 DB0243
 DB0243.The geoid height was determined by GEOID03.
 DB0243
 DB0243;                    North         East    Units  Estimated Accuracy
 DB0243;SPC AZ W     -   185,350.      135,430.      MT  (+/- 180 meters Scaled)
 DB0243
 DB0243                          SUPERSEDED SURVEY CONTROL
 DB0243
 DB0243  NGVD 29 (??/??/??)   65.370  (m)          214.47   (f) ADJUSTED    1 2
 DB0243
 DB0243.Superseded values are not recommended for survey control.
 DB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0243.See file dsdata.txt to determine how the superseded data were derived.
 DB0243
 DB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS268171(NAD 83)
 DB0243_MARKER: DB = BENCH MARK DISK
 DB0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0243_SP_SET: BRIDGE
 DB0243_STAMPING: V 257 1945
 DB0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0243+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB0243
 DB0243  HISTORY     - Date     Condition        Report By
 DB0243  HISTORY     - 1945     MONUMENTED       CGS
 DB0243  HISTORY     - 1964     GOOD             NGS
 DB0243  HISTORY     - 1972     GOOD             NGS
 DB0243  HISTORY     - 20060406 GOOD             INDIV
 DB0243
 DB0243                          STATION DESCRIPTION
 DB0243
 DB0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DB0243'4.8 MI SE FROM YUMA.
 DB0243'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0243'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, 102 FEET SOUTH
 DB0243'OF THE CENTER OF U.S. HIGHWAY 80, 49 FEET SOUTH OF A TRAFFIC
 DB0243'SIGNAL, 24.6 FEET EAST OF THE PAINTED CENTERLINE OF AN ASPHALT
 DB0243'ROAD LEADING TO THE MARINE CORPS AIR STATION, CEMENTED IN A
 DB0243'DRILL HOLE IN THE EAST HEADWALL OF A CONCRETE IRRIGATION CANAL.
 DB0243
 DB0243                          STATION RECOVERY (1972)
 DB0243
 DB0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0243'RECOVERED IN GOOD CONDITION.
 DB0243
 DB0243                          STATION RECOVERY (2006)
 DB0243
 DB0243'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0243'RECOVERED INTACT IN THE SOUTHEAST QUADRANT OF AVENUE 3E AND 32ND
 DB0243'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0457 ***********************************************************************
 CZ0457  DESIGNATION -  V 259
 CZ0457  PID         -  CZ0457
 CZ0457  STATE/COUNTY-  AZ/PINAL
 CZ0457  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0457
 CZ0457                         *CURRENT SURVEY CONTROL
 CZ0457  ___________________________________________________________________
 CZ0457* NAD 83(1986)-  32 58 25.     (N)    111 26 40.     (W)     SCALED    
 CZ0457* NAVD 88     -       459.850  (meters)    1508.69   (feet)  ADJUSTED  
 CZ0457  ___________________________________________________________________
 CZ0457  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CZ0457  DYNAMIC HT  -         459.285 (meters)    1506.84  (feet)  COMP
 CZ0457  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 CZ0457
 CZ0457  VERT ORDER  -  FIRST     CLASS II
 CZ0457
 CZ0457.The horizontal coordinates were scaled from a topographic map and have
 CZ0457.an estimated accuracy of +/- 6 seconds.
 CZ0457
 CZ0457.The orthometric height was determined by differential leveling
 CZ0457.and adjusted in November 1993.
 CZ0457
 CZ0457.The geoid height was determined by GEOID03.
 CZ0457
 CZ0457.The dynamic height is computed by dividing the NAVD 88
 CZ0457.geopotential number by the normal gravity value computed on the
 CZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0457.degrees latitude (g = 980.6199 gals.).
 CZ0457
 CZ0457.The modeled gravity was interpolated from observed gravity values.
 CZ0457
 CZ0457;                    North         East    Units  Estimated Accuracy
 CZ0457;SPC AZ C     -   218,920.      257,500.      MT  (+/- 180 meters Scaled)
 CZ0457
 CZ0457                          SUPERSEDED SURVEY CONTROL
 CZ0457
 CZ0457  NGVD 29 (??/??/92)  459.417  (m)         1507.27   (f) ADJ UNCH    1 2
 CZ0457
 CZ0457.Superseded values are not recommended for survey control.
 CZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0457.See file dsdata.txt to determine how the superseded data were derived.
 CZ0457
 CZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB584484(NAD 83)
 CZ0457_MARKER: DB = BENCH MARK DISK
 CZ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0457_SP_SET: CONCRETE POST
 CZ0457_STAMPING: V 259 1945
 CZ0457_MARK LOGO: CGS   
 CZ0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0457+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0457
 CZ0457  HISTORY     - Date     Condition        Report By
 CZ0457  HISTORY     - 1945     MONUMENTED       CGS
 CZ0457  HISTORY     - 1949     GOOD             NGS
 CZ0457  HISTORY     - 19920104 GOOD             NGS
 CZ0457  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0457
 CZ0457                          STATION DESCRIPTION
 CZ0457
 CZ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ0457'3.2 MI NW FROM COOLIDGE ARMY AIR F.
 CZ0457'3.2 MILES NORTHWEST ALONG A COUNTY ROAD FROM THE MAIN GATE AT COOLIDGE
 CZ0457'ARMY AIR FIELD, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO A
 CZ0457'FARMHOUSE, 38 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 15 FEET
 CZ0457'WEST OF THE CENTERLINE OF THE PRIVATE ROAD, 2.7 FEET SOUTH OF A FENCE
 CZ0457'CORNER, 1.2 FEET EAST OF THE FENCE, AND 1.8 FEET NORTH OF A WHITE
 CZ0457'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 259 1945 AND SET IN
 CZ0457'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 CZ0457
 CZ0457                          STATION RECOVERY (1992)
 CZ0457
 CZ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0457'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0457'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0457'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0457'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0457'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 0.6
 CZ0457'KM (0.35 MI) WESTERLY ALONG KENILWORTH ROAD, 27.7 M (90.9 FT) EAST OF
 CZ0457'THE CENTER OF A DRIVEWAY, 11.5 M (37.7 FT) SOUTH OF AND LEVEL WITH
 CZ0457'THE ROAD CENTERLINE, 5.4 M (17.7 FT) WEST OF THE CENTER OF A
 CZ0457'DRIVEWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 CZ0457'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE SOUTH
 CZ0457'SIDE OF THE MONUMENT HAS BEEN CHIPPED AWAY, BUT IT IS SOLID IN PLACE.
 CZ0457
 CZ0457                          STATION RECOVERY (2007)
 CZ0457
 CZ0457'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0440 ***********************************************************************
 ET0440  DESIGNATION -  V 26
 ET0440  PID         -  ET0440
 ET0440  STATE/COUNTY-  AZ/YAVAPAI
 ET0440  USGS QUAD   -  SKULL VALLEY (1979)
 ET0440
 ET0440                         *CURRENT SURVEY CONTROL
 ET0440  ___________________________________________________________________
 ET0440* NAD 83(1986)-  34 30 04.     (N)    112 41 12.     (W)     SCALED    
 ET0440* NAVD 88     -      1297.234  (meters)    4256.01   (feet)  POSTED    
 ET0440  ___________________________________________________________________
 ET0440  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 ET0440  DYNAMIC HT  -        1295.520 (meters)    4250.39  (feet)  COMP
 ET0440  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 ET0440
 ET0440  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0440
 ET0440.The horizontal coordinates were scaled from a topographic map and have
 ET0440.an estimated accuracy of +/- 6 seconds.
 ET0440
 ET0440.The orthometric height was determined by differential leveling
 ET0440.and adjusted in November 2005.
 ET0440.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0440.was located on a no-check spur therefore a value was not computed.
 ET0440.No vertical observational check was made to the station.
 ET0440.WARNING-Repeat measurements at this control monument indicate possible
 ET0440.vertical movement.
 ET0440
 ET0440.The geoid height was determined by GEOID03.
 ET0440
 ET0440.The dynamic height is computed by dividing the NAVD 88
 ET0440.geopotential number by the normal gravity value computed on the
 ET0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0440.degrees latitude (g = 980.6199 gals.).
 ET0440
 ET0440.The modeled gravity was interpolated from observed gravity values.
 ET0440
 ET0440;                    North         East    Units  Estimated Accuracy
 ET0440;SPC AZ C     -   388,500.      142,650.      MT  (+/- 180 meters Scaled)
 ET0440
 ET0440                          SUPERSEDED SURVEY CONTROL
 ET0440
 ET0440  NGVD 29 (??/??/92) 1296.436  (m)         4253.39   (f) ADJ UNCH    1 2
 ET0440
 ET0440.Superseded values are not recommended for survey control.
 ET0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0440.See file dsdata.txt to determine how the superseded data were derived.
 ET0440
 ET0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD451190(NAD 83)
 ET0440_MARKER: DB = BENCH MARK DISK
 ET0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0440_SP_SET: PLAY-GROUND
 ET0440_STAMPING: V 26
 ET0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0440
 ET0440  HISTORY     - Date     Condition        Report By
 ET0440  HISTORY     - UNK      MONUMENTED       CGS
 ET0440  HISTORY     - 1974     GOOD             USGS
 ET0440
 ET0440                          STATION DESCRIPTION
 ET0440
 ET0440'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0440'0.2 MI N FROM SKULL VALLEY.
 ET0440'AT SKULL VALLEY, 0.2 MI NORTH OF A.T. AND S.F. RR STA. FROM THE PO AT
 ET0440'SKULL VALLEY GO SOUTH ON THE PAVED ROAD (WEST OF THE RR TRACKS) 0.2
 ET0440'MI. TO THE SCHOOL HOUSE (VERY OLD SCHOOL HOUSE) BM IS IN THE SE CORNER
 ET0440'OF THE FRONT PLAY-GROUND, 60 FT. WEST OF THE CENTER LINE OF THE ROAD
 ET0440'AND 2.0 FT. NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0246 ***********************************************************************
 CG0246  DESIGNATION -  V 260
 CG0246  PID         -  CG0246
 CG0246  STATE/COUNTY-  AZ/PIMA
 CG0246  USGS QUAD   -  SAHUARITA (1981)
 CG0246
 CG0246                         *CURRENT SURVEY CONTROL
 CG0246  ___________________________________________________________________
 CG0246* NAD 83(1986)-  31 58 05.     (N)    110 55 47.     (W)     SCALED    
 CG0246* NAVD 88     -       825.87   (+/-2cm)    2709.5    (feet)  VERTCON   
 CG0246  ___________________________________________________________________
 CG0246  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CG0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0246
 CG0246.The horizontal coordinates were scaled from a topographic map and have
 CG0246.an estimated accuracy of +/- 6 seconds.
 CG0246
 CG0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0246.The vertical order pertains to the NGVD 29 superseded value.
 CG0246
 CG0246.The geoid height was determined by GEOID03.
 CG0246
 CG0246;                    North         East    Units  Estimated Accuracy
 CG0246;SPC AZ C     -   107,750.      306,650.      MT  (+/- 180 meters Scaled)
 CG0246
 CG0246                          SUPERSEDED SURVEY CONTROL
 CG0246
 CG0246  NGVD 29 (??/??/92)  825.228  (m)         2707.44   (f) ADJ UNCH    2 0
 CG0246
 CG0246.Superseded values are not recommended for survey control.
 CG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0246.See file dsdata.txt to determine how the superseded data were derived.
 CG0246
 CG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA066368(NAD 83)
 CG0246_MARKER: DB = BENCH MARK DISK
 CG0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0246_STAMPING: V 260 1945
 CG0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0246+STABILITY: SURFACE MOTION
 CG0246
 CG0246  HISTORY     - Date     Condition        Report By
 CG0246  HISTORY     - 1945     MONUMENTED       CGS
 CG0246  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CG0246
 CG0246                          STATION DESCRIPTION
 CG0246
 CG0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0246'IN SAHUARITA FLIGHT STRIP.
 CG0246'AT THE SAHUARITA FLIGHT STRIP, SET AT THE NORTHWEST END OF THE STRIP,
 CG0246'ABOUT 125 FEET NORTHWEST OF THE NORTHWEST END OF THE GRAVEL, 3.1 FEET
 CG0246'NORTHEAST OF THE POLE SUPPORTING THE WIND SOCK, 1.5 FEET SOUTHEAST OF
 CG0246'REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST
 CG0246'POURED IN THE FIELD AND PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 CG0246
 CG0246                          STATION RECOVERY (2006)
 CG0246
 CG0246'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0246'MARK NOT FOUND.  LOCATION IS A NEW PARK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0579 ***********************************************************************
 FS0579  DESIGNATION -  V 262
 FS0579  PID         -  FS0579
 FS0579  STATE/COUNTY-  AZ/MOHAVE
 FS0579  USGS QUAD   -  KINGMAN (1980)
 FS0579
 FS0579                         *CURRENT SURVEY CONTROL
 FS0579  ___________________________________________________________________
 FS0579* NAD 83(1986)-  35 13 21.     (N)    114 00 45.     (W)     SCALED    
 FS0579* NAVD 88     -      1046.541  (meters)    3433.53   (feet)  ADJUSTED  
 FS0579  ___________________________________________________________________
 FS0579  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0579  DYNAMIC HT  -        1045.301 (meters)    3429.46  (feet)  COMP
 FS0579  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 FS0579
 FS0579  VERT ORDER  -  FIRST     CLASS II
 FS0579
 FS0579.The horizontal coordinates were scaled from a topographic map and have
 FS0579.an estimated accuracy of +/- 6 seconds.
 FS0579
 FS0579.The orthometric height was determined by differential leveling
 FS0579.and adjusted in June 1991.
 FS0579
 FS0579.The geoid height was determined by GEOID03.
 FS0579
 FS0579.The dynamic height is computed by dividing the NAVD 88
 FS0579.geopotential number by the normal gravity value computed on the
 FS0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0579.degrees latitude (g = 980.6199 gals.).
 FS0579
 FS0579.The modeled gravity was interpolated from observed gravity values.
 FS0579
 FS0579;                    North         East    Units  Estimated Accuracy
 FS0579;SPC AZ W     -   468,300.      189,460.      MT  (+/- 180 meters Scaled)
 FS0579
 FS0579                          SUPERSEDED SURVEY CONTROL
 FS0579
 FS0579  NGVD 29 (??/??/92) 1045.733  (m)         3430.88   (f) ADJ UNCH    1 2
 FS0579
 FS0579.Superseded values are not recommended for survey control.
 FS0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0579.See file dsdata.txt to determine how the superseded data were derived.
 FS0579
 FS0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV719018(NAD 83)
 FS0579_MARKER: DB = BENCH MARK DISK
 FS0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0579_STAMPING: V 262 1935
 FS0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0579+STABILITY: SURFACE MOTION
 FS0579
 FS0579  HISTORY     - Date     Condition        Report By
 FS0579  HISTORY     - 1945     MONUMENTED       CGS
 FS0579  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0579
 FS0579                          STATION DESCRIPTION
 FS0579
 FS0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FS0579'AT PORT KINGMAN AIRPORT.
 FS0579'AT PORT KINGMAN AIRPORT (ABANDONED), MOHAVE COUNTY, AT THE
 FS0579'SOUTHWEST CORNER OF THE CONCRETE WALL ON THE WEST SIDE OF THE
 FS0579'MAIN BUILDING 5.1 FEET NORTH NORTHWEST OF THE SOUTH END OF THE
 FS0579'WALL, AND 1.5 FEET WEST OF THE WEST FACE.  A STANDARD DISK,
 FS0579'STAMPED V 262 1945 AND SET IN THE TOP OF A CONCRETE POST
 FS0579'PROJECTING 0.3 FOOT ABOVE GROUND.
 FS0579
 FS0579                          STATION RECOVERY (1982)
 FS0579
 FS0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0579'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0085 ***********************************************************************
 DV0085  DESIGNATION -  V 265
 DV0085  PID         -  DV0085
 DV0085  STATE/COUNTY-  AZ/MARICOPA
 DV0085  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0085
 DV0085                         *CURRENT SURVEY CONTROL
 DV0085  ___________________________________________________________________
 DV0085* NAD 83(1986)-  33 41 49.     (N)    112 23 39.     (W)     SCALED    
 DV0085* NAVD 88     -       408.009  (meters)    1338.61   (feet)  ADJUSTED  
 DV0085  ___________________________________________________________________
 DV0085  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DV0085  DYNAMIC HT  -         407.534 (meters)    1337.05  (feet)  COMP
 DV0085  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 DV0085
 DV0085  VERT ORDER  -  FIRST     CLASS II
 DV0085
 DV0085.The horizontal coordinates were scaled from a topographic map and have
 DV0085.an estimated accuracy of +/- 6 seconds.
 DV0085
 DV0085.The orthometric height was determined by differential leveling
 DV0085.and adjusted in June 1991.
 DV0085
 DV0085.The geoid height was determined by GEOID03.
 DV0085
 DV0085.The dynamic height is computed by dividing the NAVD 88
 DV0085.geopotential number by the normal gravity value computed on the
 DV0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0085.degrees latitude (g = 980.6199 gals.).
 DV0085
 DV0085.The modeled gravity was interpolated from observed gravity values.
 DV0085
 DV0085;                    North         East    Units  Estimated Accuracy
 DV0085;SPC AZ C     -   299,150.      169,090.      MT  (+/- 180 meters Scaled)
 DV0085
 DV0085                          SUPERSEDED SURVEY CONTROL
 DV0085
 DV0085  NGVD 29 (??/??/92)  407.410  (m)         1336.64   (f) ADJ UNCH    1 2
 DV0085
 DV0085.Superseded values are not recommended for survey control.
 DV0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0085.See file dsdata.txt to determine how the superseded data were derived.
 DV0085
 DV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC707294(NAD 83)
 DV0085_MARKER: DB = BENCH MARK DISK
 DV0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0085_STAMPING: V 265 1948
 DV0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0085+STABILITY: SURFACE MOTION
 DV0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0085+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2009
 DV0085
 DV0085  HISTORY     - Date     Condition        Report By
 DV0085  HISTORY     - 1948     MONUMENTED       CGS
 DV0085  HISTORY     - 1967     GOOD             NGS
 DV0085  HISTORY     - 1981     GOOD             NGS
 DV0085  HISTORY     - 20090217 GOOD             SURPGS
 DV0085
 DV0085                          STATION DESCRIPTION
 DV0085
 DV0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0085'8.2 MI NW FROM EL MIRAGE.
 DV0085'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0085'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 1.2 MILES
 DV0085'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0085'BEARDSLEY CANAL, IN SECTION 18, T 4 N, R 1 W, 40 FEET SOUTHEAST OF THE
 DV0085'CENTER LINE OF THE ROAD, 28 FEET SOUTHEAST OF A FENCE WHICH PARALLELS
 DV0085'THE ROAD, 1 1/2 FEET WEST OF A FENCE WHICH LEADS SOUTH, 2.4 FEET NORTH
 DV0085'OF A METAL WINTESS POST ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 DV0085'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DV0085
 DV0085                          STATION RECOVERY (1981)
 DV0085
 DV0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0085'RECOVERED IN GOOD CONDITION.
 DV0085
 DV0085                          STATION RECOVERY (2009)
 DV0085
 DV0085'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0085'RECOVERED IN GOOD CONDITION AND INSTALLED NEW WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0059 ***********************************************************************
 DV0059  DESIGNATION -  V 266
 DV0059  PID         -  DV0059
 DV0059  STATE/COUNTY-  AZ/MARICOPA
 DV0059  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0059
 DV0059                         *CURRENT SURVEY CONTROL
 DV0059  ___________________________________________________________________
 DV0059* NAD 83(1986)-  33 40 06.     (N)    112 12 12.     (W)     SCALED    
 DV0059* NAVD 88     -       383.59   (+/-2cm)    1258.5    (feet)  VERTCON   
 DV0059  ___________________________________________________________________
 DV0059  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0059  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0059
 DV0059.The horizontal coordinates were scaled from a topographic map and have
 DV0059.an estimated accuracy of +/- 6 seconds.
 DV0059
 DV0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0059.The vertical order pertains to the NGVD 29 superseded value.
 DV0059
 DV0059.The geoid height was determined by GEOID03.
 DV0059
 DV0059;                    North         East    Units  Estimated Accuracy
 DV0059;SPC AZ C     -   295,910.      186,780.      MT  (+/- 180 meters Scaled)
 DV0059
 DV0059                          SUPERSEDED SURVEY CONTROL
 DV0059
 DV0059  NGVD 29 (??/??/92)  383.02   (m)         1256.6    (f) COMPUTED    1 2
 DV0059
 DV0059.Superseded values are not recommended for survey control.
 DV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0059.See file dsdata.txt to determine how the superseded data were derived.
 DV0059
 DV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC884260(NAD 83)
 DV0059_MARKER: DB = BENCH MARK DISK
 DV0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0059_STAMPING: V 266 1948
 DV0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0059+STABILITY: SURFACE MOTION
 DV0059
 DV0059  HISTORY     - Date     Condition        Report By
 DV0059  HISTORY     - 1948     MONUMENTED       CGS
 DV0059  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0059
 DV0059                          STATION DESCRIPTION
 DV0059
 DV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0059'10.1 MI NW FROM GLENDALE.
 DV0059'ABOUT 9.1 MILES NORTH ALONG LATERAL 18 FROM THE ATCHISON, TOPEKA AND
 DV0059'SANTA FE RAILROAD STATION AT GLENDALE, THENCE 1.0 MILE WEST ALONG A
 DV0059'DIRT ROAD, AT A ROAD CROSSING, 45.2 FEET SOUTH OF THE CENTER LINE OF
 DV0059'THE EAST-WEST ROAD, 30.8 FEET WEST OF THE CENTER LINE OF THE
 DV0059'NORTH-SOUTH ROAD, 2.2 FEET EAST OF A WIRE FENCE, 1.9 FEET NORTH OF A
 DV0059'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 DV0059'OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0059
 DV0059                          STATION RECOVERY (1967)
 DV0059
 DV0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0544 ***********************************************************************
 DV0544  DESIGNATION -  V 267
 DV0544  PID         -  DV0544
 DV0544  STATE/COUNTY-  AZ/MARICOPA
 DV0544  USGS QUAD   -  PHOENIX (1982)
 DV0544
 DV0544                         *CURRENT SURVEY CONTROL
 DV0544  ___________________________________________________________________
 DV0544* NAD 83(1986)-  33 28 48.     (N)    112 00 47.     (W)     SCALED    
 DV0544* NAVD 88     -       354.28   (+/-2cm)    1162.3    (feet)  VERTCON   
 DV0544  ___________________________________________________________________
 DV0544  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0544
 DV0544.The horizontal coordinates were scaled from a topographic map and have
 DV0544.an estimated accuracy of +/- 6 seconds.
 DV0544
 DV0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0544.The vertical order pertains to the NGVD 29 superseded value.
 DV0544
 DV0544.The geoid height was determined by GEOID03.
 DV0544
 DV0544;                    North         East    Units  Estimated Accuracy
 DV0544;SPC AZ C     -   274,990.      204,400.      MT  (+/- 180 meters Scaled)
 DV0544
 DV0544                          SUPERSEDED SURVEY CONTROL
 DV0544
 DV0544  NGVD 29 (??/??/92)  353.645  (m)         1160.25   (f) ADJ UNCH    2 0
 DV0544
 DV0544.Superseded values are not recommended for survey control.
 DV0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0544.See file dsdata.txt to determine how the superseded data were derived.
 DV0544
 DV0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058049(NAD 83)
 DV0544_MARKER: DB = BENCH MARK DISK
 DV0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0544_SP_SET: CROSS BAR
 DV0544_STAMPING: V 267 1948
 DV0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0544
 DV0544  HISTORY     - Date     Condition        Report By
 DV0544  HISTORY     - 1948     MONUMENTED       CGS
 DV0544  HISTORY     - 1963     GOOD             NGS
 DV0544  HISTORY     - 1967     GOOD             NGS
 DV0544  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 DV0544
 DV0544                          STATION DESCRIPTION
 DV0544
 DV0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0544'IN PHOENIX.
 DV0544'4.3 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0544'STATION AT PHOENIX, THENCE 2.5 MILES NORTH ALONG NORTH 32ND STREET, AT
 DV0544'THE INTERSECTION OF THOMAS ROAD, 33.4 FEET WEST OF THE CENTER LINE OF
 DV0544'THE STREET, 32.6 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT AN
 DV0544'IRRIGATION CANAL, IN THE TOP OF A CONCRETE CROSS BAR, 0.3 FOOT WEST OF
 DV0544'THE EAST END, AND ABOUT LEVEL WITH THE STREET.
 DV0544
 DV0544                          STATION RECOVERY (1967)
 DV0544
 DV0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0544'RECOVERED IN GOOD CONDITION.
 DV0544
 DV0544                          STATION RECOVERY (2006)
 DV0544
 DV0544'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1077 ***********************************************************************
 DU1077  DESIGNATION -  V 268
 DU1077  PID         -  DU1077
 DU1077  STATE/COUNTY-  AZ/MARICOPA
 DU1077  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1077
 DU1077                         *CURRENT SURVEY CONTROL
 DU1077  ___________________________________________________________________
 DU1077* NAD 83(1986)-  33 30 31.     (N)    111 47 03.     (W)     SCALED    
 DU1077* NAVD 88     -       394.774  (meters)    1295.19   (feet)  READJUSTED
 DU1077  ___________________________________________________________________
 DU1077  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU1077  DYNAMIC HT  -         394.310 (meters)    1293.67  (feet)  COMP
 DU1077  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 DU1077
 DU1077  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1077
 DU1077.The horizontal coordinates were scaled from a topographic map and have
 DU1077.an estimated accuracy of +/- 6 seconds.
 DU1077
 DU1077.The orthometric height was determined by differential leveling
 DU1077.and adjusted in April 1999.
 DU1077.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1077.distribution rate of 0.0 thru 1.0 mm/km.
 DU1077.The height was derived from older observations constrained to new
 DU1077.heights in a crustal motion area.  The height is approximate in
 DU1077.relation to other heights in its vicinity.
 DU1077
 DU1077.The geoid height was determined by GEOID03.
 DU1077
 DU1077.The dynamic height is computed by dividing the NAVD 88
 DU1077.geopotential number by the normal gravity value computed on the
 DU1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1077.degrees latitude (g = 980.6199 gals.).
 DU1077
 DU1077.The modeled gravity was interpolated from observed gravity values.
 DU1077
 DU1077;                    North         East    Units  Estimated Accuracy
 DU1077;SPC AZ C     -   278,160.      225,670.      MT  (+/- 180 meters Scaled)
 DU1077
 DU1077                          SUPERSEDED SURVEY CONTROL
 DU1077
 DU1077  NAVD 88 (06/15/91)  394.790  (m)         1295.24   (f) UNKNOWN     1 2
 DU1077  NGVD 29 (??/??/92)  394.209  (m)         1293.33   (f) ADJ UNCH    1 2
 DU1077
 DU1077.Superseded values are not recommended for survey control.
 DU1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1077.See file dsdata.txt to determine how the superseded data were derived.
 DU1077
 DU1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC271079(NAD 83)
 DU1077_MARKER: DB = BENCH MARK DISK
 DU1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1077_STAMPING: V 268 1948
 DU1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1077+STABILITY: SURFACE MOTION
 DU1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1077+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1077
 DU1077  HISTORY     - Date     Condition        Report By
 DU1077  HISTORY     - 1948     MONUMENTED       CGS
 DU1077  HISTORY     - 1967     GOOD             NGS
 DU1077  HISTORY     - 1980     GOOD             NGS
 DU1077  HISTORY     - 19980321 POOR             USPSQD
 DU1077  HISTORY     - 20080419 GOOD             GEOCAC
 DU1077
 DU1077                          STATION DESCRIPTION
 DU1077
 DU1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1077'12.3 MI NE FROM SCOTTSDALE.
 DU1077'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1077'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 9.2
 DU1077'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1077'ARIZONA CANAL, IN SECTION 19, T 2 N, R 6 E, 71 FEET SOUTH OF THE
 DU1077'CENTER LINE OF THE DIRT ROAD, 190 FEET WEST OF THE CENTER LINE OF A
 DU1077'WASH, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 DU1077'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DU1077'PROJECTS 6 INCHES.
 DU1077
 DU1077                          STATION RECOVERY (1980)
 DU1077
 DU1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1077'13.4 KILOMETERS (8.3 MILES) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1077'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, AT THE NORTHEAST END OF
 DU1077'A CURVE IN THE CANAL AND BOTTOM OF A SHORT GRADE IN THE ROAD, 21.6
 DU1077'(71.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE SOUTH ROAD PARALLELING
 DU1077'THE CANAL AND 57.9 METERS (190.0 FEET) SOUTHWEST OF THE CENTER OF A
 DU1077'DRY WASH.
 DU1077'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DU1077'THE MARK IS 2.4 M BELOW CANAL ROAD.
 DU1077
 DU1077                          STATION RECOVERY (1998)
 DU1077
 DU1077'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1077'MARK RECOVERED IN POOR CONDITION.
 DU1077
 DU1077                          STATION RECOVERY (2008)
 DU1077
 DU1077'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1077'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1077'30.548' W111 47.062'. THE MARK HAS BEEN ATTACKED AND HAS SOME GOUGES,
 DU1077'BUT IS SOLID AND READABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0447 ***********************************************************************
 DU0447  DESIGNATION -  V 269
 DU0447  PID         -  DU0447
 DU0447  STATE/COUNTY-  AZ/MARICOPA
 DU0447  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0447
 DU0447                         *CURRENT SURVEY CONTROL
 DU0447  ___________________________________________________________________
 DU0447* NAD 83(1986)-  33 31 12.     (N)    111 27 21.     (W)     SCALED    
 DU0447* NAVD 88     -       702.884  (meters)    2306.05   (feet)  ADJUSTED  
 DU0447  ___________________________________________________________________
 DU0447  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DU0447  DYNAMIC HT  -         701.995 (meters)    2303.13  (feet)  COMP
 DU0447  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 DU0447
 DU0447  VERT ORDER  -  FIRST     CLASS II
 DU0447
 DU0447.The horizontal coordinates were scaled from a topographic map and have
 DU0447.an estimated accuracy of +/- 6 seconds.
 DU0447
 DU0447.The orthometric height was determined by differential leveling
 DU0447.and adjusted in June 1991.
 DU0447
 DU0447.The geoid height was determined by GEOID03.
 DU0447
 DU0447.The dynamic height is computed by dividing the NAVD 88
 DU0447.geopotential number by the normal gravity value computed on the
 DU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0447.degrees latitude (g = 980.6199 gals.).
 DU0447
 DU0447.The modeled gravity was interpolated from observed gravity values.
 DU0447
 DU0447;                    North         East    Units  Estimated Accuracy
 DU0447;SPC AZ C     -   279,510.      256,170.      MT  (+/- 180 meters Scaled)
 DU0447
 DU0447                          SUPERSEDED SURVEY CONTROL
 DU0447
 DU0447  NGVD 29 (??/??/92)  702.258  (m)         2303.99   (f) ADJ UNCH    1 2
 DU0447
 DU0447.Superseded values are not recommended for survey control.
 DU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0447.See file dsdata.txt to determine how the superseded data were derived.
 DU0447
 DU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC576090(NAD 83)
 DU0447_MARKER: DB = BENCH MARK DISK
 DU0447_SETTING: 66 = SET IN ROCK OUTCROP
 DU0447_SP_SET: BEDROCK OUTCROP
 DU0447_STAMPING: V 269 1948
 DU0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0447+STABILITY: POSITION/ELEVATION WELL
 DU0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0447+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DU0447
 DU0447  HISTORY     - Date     Condition        Report By
 DU0447  HISTORY     - 1948     MONUMENTED       CGS
 DU0447  HISTORY     - 1980     GOOD             NGS
 DU0447  HISTORY     - 20031025 GOOD             USPSQD
 DU0447  HISTORY     - 20070512 GOOD             GEOCAC
 DU0447  HISTORY     - 20081022 GOOD             GEOCAC
 DU0447
 DU0447                          STATION DESCRIPTION
 DU0447
 DU0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0447'7.3 MI SW FROM TORTILLA FLAT.
 DU0447'ABOUT 7.3 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0447'AT TORTILLA FLAT, AT THE SUMMIT OF APACHE GAP, 61.0 FEET NORTHWEST OF
 DU0447'THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND AT THE NORTHWEST END OF
 DU0447'A LARGE FLAT YELLOWISH BEDROCK OUTCROP PROJECTING 2 FEET ABOVE THE
 DU0447'GROUND AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0447
 DU0447                          STATION RECOVERY (1980)
 DU0447
 DU0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0447'RECOVERED IN GOOD CONDITION.
 DU0447
 DU0447                          STATION RECOVERY (2003)
 DU0447
 DU0447'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0447'MARK FOUND. GOOD SHAPE
 DU0447
 DU0447                          STATION RECOVERY (2007)
 DU0447
 DU0447'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0447'RECOVERED IN GOOD CONDITION.
 DU0447
 DU0447                          STATION RECOVERY (2008)
 DU0447
 DU0447'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0447'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU0447'OF N 33 31.200' W 111 27.373'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0018 ***********************************************************************
 ET0018  DESIGNATION -  V 27
 ET0018  PID         -  ET0018
 ET0018  STATE/COUNTY-  AZ/YAVAPAI
 ET0018  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0018
 ET0018                         *CURRENT SURVEY CONTROL
 ET0018  ___________________________________________________________________
 ET0018* NAD 83(1986)-  34 52 07.     (N)    112 27 50.     (W)     SCALED    
 ET0018* NAVD 88     -      1337.882  (meters)    4389.37   (feet)  POSTED    
 ET0018  ___________________________________________________________________
 ET0018  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ET0018  DYNAMIC HT  -        1336.150 (meters)    4383.69  (feet)  COMP
 ET0018  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 ET0018
 ET0018  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0018
 ET0018.The horizontal coordinates were scaled from a topographic map and have
 ET0018.an estimated accuracy of +/- 6 seconds.
 ET0018
 ET0018.The orthometric height was determined by differential leveling
 ET0018.and adjusted in November 2005.
 ET0018.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0018.rate of 3.1 thru 4.0 mm/km.
 ET0018
 ET0018.The geoid height was determined by GEOID03.
 ET0018
 ET0018.The dynamic height is computed by dividing the NAVD 88
 ET0018.geopotential number by the normal gravity value computed on the
 ET0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0018.degrees latitude (g = 980.6199 gals.).
 ET0018
 ET0018.The modeled gravity was interpolated from observed gravity values.
 ET0018
 ET0018;                    North         East    Units  Estimated Accuracy
 ET0018;SPC AZ C     -   429,140.      163,330.      MT  (+/- 180 meters Scaled)
 ET0018
 ET0018                          SUPERSEDED SURVEY CONTROL
 ET0018
 ET0018  NGVD 29 (??/??/92) 1337.125  (m)         4386.88   (f) ADJ UNCH    1 2
 ET0018
 ET0018.Superseded values are not recommended for survey control.
 ET0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0018.See file dsdata.txt to determine how the superseded data were derived.
 ET0018
 ET0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD661594(NAD 83)
 ET0018_MARKER: DB = BENCH MARK DISK
 ET0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0018_STAMPING: 4386.884 V 27 1933
 ET0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0018+STABILITY: SURFACE MOTION
 ET0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0018+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 ET0018
 ET0018  HISTORY     - Date     Condition        Report By
 ET0018  HISTORY     - 1933     MONUMENTED       CGS
 ET0018  HISTORY     - 20030507 GOOD             NGS
 ET0018  HISTORY     - 20070702 GOOD             GEOCAC
 ET0018
 ET0018                          STATION DESCRIPTION
 ET0018
 ET0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0018'10.9 MI S FROM CEDAR GLADE.
 ET0018'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, 2.6 MILES SOUTH OF
 ET0018'ABRA SIDING, 0.4 MILES NORTH OF VERDE RIVER, 130 FEET WEST OF MILEPOST
 ET0018'32, 90 FEET WEST OF RAILROAD CENTER-LINE.
 ET0018
 ET0018                          STATION RECOVERY (2003)
 ET0018
 ET0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 ET0018'STATION IS LOCATED BETWEEN OLD ALIGNMENT OF US HWY 89 AND ABANDONED
 ET0018'RAILROAD GRADE.
 ET0018
 ET0018                          STATION RECOVERY (2007)
 ET0018
 ET0018'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0418 ***********************************************************************
 DU0418  DESIGNATION -  V 270
 DU0418  PID         -  DU0418
 DU0418  STATE/COUNTY-  AZ/MARICOPA
 DU0418  USGS QUAD   -  HORSE MESA DAM (1978)
 DU0418
 DU0418                         *CURRENT SURVEY CONTROL
 DU0418  ___________________________________________________________________
 DU0418* NAD 83(1986)-  33 32 04.     (N)    111 18 13.     (W)     SCALED    
 DU0418* NAVD 88     -       654.219  (meters)    2146.38   (feet)  ADJUSTED  
 DU0418  ___________________________________________________________________
 DU0418  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DU0418  DYNAMIC HT  -         653.348 (meters)    2143.53  (feet)  COMP
 DU0418  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 DU0418
 DU0418  VERT ORDER  -  FIRST     CLASS II
 DU0418
 DU0418.The horizontal coordinates were scaled from a topographic map and have
 DU0418.an estimated accuracy of +/- 6 seconds.
 DU0418
 DU0418.The orthometric height was determined by differential leveling
 DU0418.and adjusted in June 1991.
 DU0418
 DU0418.The geoid height was determined by GEOID03.
 DU0418
 DU0418.The dynamic height is computed by dividing the NAVD 88
 DU0418.geopotential number by the normal gravity value computed on the
 DU0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0418.degrees latitude (g = 980.6199 gals.).
 DU0418
 DU0418.The modeled gravity was interpolated from observed gravity values.
 DU0418
 DU0418;                    North         East    Units  Estimated Accuracy
 DU0418;SPC AZ C     -   281,190.      270,300.      MT  (+/- 180 meters Scaled)
 DU0418
 DU0418                          SUPERSEDED SURVEY CONTROL
 DU0418
 DU0418  NGVD 29 (??/??/92)  653.575  (m)         2144.27   (f) ADJ UNCH    1 2
 DU0418
 DU0418.Superseded values are not recommended for survey control.
 DU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0418.See file dsdata.txt to determine how the superseded data were derived.
 DU0418
 DU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC718105(NAD 83)
 DU0418_MARKER: DD = SURVEY DISK
 DU0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0418_SP_SET: CULVERT
 DU0418_STAMPING: V 270
 DU0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0418+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2007
 DU0418
 DU0418  HISTORY     - Date     Condition        Report By
 DU0418  HISTORY     - UNK      MONUMENTED       AZHD
 DU0418  HISTORY     - 1948     GOOD             NGS
 DU0418  HISTORY     - 1980     GOOD             NGS
 DU0418  HISTORY     - 20071122 GOOD             GEOCAC
 DU0418
 DU0418                          STATION DESCRIPTION
 DU0418
 DU0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0418'10.9 MI NE FROM TORTILLA FLAT.
 DU0418'10.9 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0418'TORTILLA FLAT, 0.4 MILE NORTH OF MILE POST 224, 14.6 FEET NORTH OF THE
 DU0418'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER AND IN THE TOP OF THE
 DU0418'NORTH HEADWALL OF A CONCRETE CULVERT AND PROJECTING 1.0 FOOT ABOVE THE
 DU0418'LEVEL OF THE HIGHWAY.
 DU0418
 DU0418                          STATION RECOVERY (1980)
 DU0418
 DU0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0418'15.6 KM (9.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE POST
 DU0418'OFFICE AT TORTILLA FLAT, 0.6 KM (0.4 MI) NORTH OF HIGHWAY MILEPOST
 DU0418'224, SET IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A SMALL
 DU0418'CONCRETE HIGHWAY BRIDGE OVER A DRY WASH, 4.4 METERS (14.5 FT)
 DU0418'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DU0418'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU0418
 DU0418                          STATION RECOVERY (2007)
 DU0418
 DU0418'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0496 ***********************************************************************
 DV0496  DESIGNATION -  V 271
 DV0496  PID         -  DV0496
 DV0496  STATE/COUNTY-  AZ/MARICOPA
 DV0496  USGS QUAD   -  FOWLER (1982)
 DV0496
 DV0496                         *CURRENT SURVEY CONTROL
 DV0496  ___________________________________________________________________
 DV0496* NAD 83(1986)-  33 26 39.     (N)    112 12 13.     (W)     SCALED    
 DV0496* NAVD 88     -       316.36   (+/-2cm)    1037.9    (feet)  VERTCON   
 DV0496  ___________________________________________________________________
 DV0496  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0496
 DV0496.The horizontal coordinates were scaled from a topographic map and have
 DV0496.an estimated accuracy of +/- 6 seconds.
 DV0496
 DV0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0496.The vertical order pertains to the NGVD 29 superseded value.
 DV0496
 DV0496.The geoid height was determined by GEOID03.
 DV0496
 DV0496;                    North         East    Units  Estimated Accuracy
 DV0496;SPC AZ C     -   271,050.      186,680.      MT  (+/- 180 meters Scaled)
 DV0496
 DV0496                          SUPERSEDED SURVEY CONTROL
 DV0496
 DV0496  NGVD 29 (??/??/92)  315.727  (m)         1035.85   (f) ADJ UNCH    2 0
 DV0496
 DV0496.Superseded values are not recommended for survey control.
 DV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0496.See file dsdata.txt to determine how the superseded data were derived.
 DV0496
 DV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881011(NAD 83)
 DV0496_MARKER: DB = BENCH MARK DISK
 DV0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0496_STAMPING: V 271 1948
 DV0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0496+STABILITY: SURFACE MOTION
 DV0496
 DV0496  HISTORY     - Date     Condition        Report By
 DV0496  HISTORY     - 1948     MONUMENTED       CGS
 DV0496  HISTORY     - 1963     GOOD             NGS
 DV0496  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0496
 DV0496                          STATION DESCRIPTION
 DV0496
 DV0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0496'7.2 MI W FROM PHOENIX.
 DV0496'7.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0496'STATION AT PHOENIX, AT THE CROSSING OF 67TH AVENUE (LATERAL 19), 43.9
 DV0496'FEET NORTH OF THE CENTER OF THE TRACK, 31.7 FEET WEST OF THE CENTER OF
 DV0496'THE AVENUE, 10 FEET EAST OF A WIRE FENCE, ABOUT 3.5 FEET LOWER THAN
 DV0496'THE AVENUE, AND SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 DV0496'GROUND.
 DV0496
 DV0496                          STATION RECOVERY (2006)
 DV0496
 DV0496'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0496'THE AREA DESCRIBED IS NOW AN UNPAVED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0420 ***********************************************************************
 DV0420  DESIGNATION -  V 272
 DV0420  PID         -  DV0420
 DV0420  STATE/COUNTY-  AZ/MARICOPA
 DV0420  USGS QUAD   -  LONE BUTTE (1973)
 DV0420
 DV0420                         *CURRENT SURVEY CONTROL
 DV0420  ___________________________________________________________________
 DV0420* NAD 83(1986)-  33 21 56.     (N)    112 04 24.     (W)     SCALED    
 DV0420* NAVD 88     -       383.25   (+/-2cm)    1257.4    (feet)  VERTCON   
 DV0420  ___________________________________________________________________
 DV0420  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DV0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0420
 DV0420.The horizontal coordinates were scaled from a topographic map and have
 DV0420.an estimated accuracy of +/- 6 seconds.
 DV0420
 DV0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0420.The vertical order pertains to the NGVD 29 superseded value.
 DV0420
 DV0420.The geoid height was determined by GEOID03.
 DV0420
 DV0420;                    North         East    Units  Estimated Accuracy
 DV0420;SPC AZ C     -   262,300.      198,780.      MT  (+/- 180 meters Scaled)
 DV0420
 DV0420                          SUPERSEDED SURVEY CONTROL
 DV0420
 DV0420  NGVD 29 (??/??/92)  382.597  (m)         1255.24   (f) ADJ UNCH    2 0
 DV0420
 DV0420.Superseded values are not recommended for survey control.
 DV0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0420.See file dsdata.txt to determine how the superseded data were derived.
 DV0420
 DV0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB001923(NAD 83)
 DV0420_MARKER: DB = BENCH MARK DISK
 DV0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0420_STAMPING: V 272 1948
 DV0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0420+STABILITY: SURFACE MOTION
 DV0420
 DV0420  HISTORY     - Date     Condition        Report By
 DV0420  HISTORY     - 1948     MONUMENTED       CGS
 DV0420  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 DV0420
 DV0420                          STATION DESCRIPTION
 DV0420
 DV0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0420'5.8 MI S FROM PHOENIX.
 DV0420'5.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0420'PHOENIX, 200 FEET NORTH OF A ROAD LEADING WEST TO A FARM HOUSE, 74.8
 DV0420'FEET WEST OF A STONE PUMP HOUSE, 34.6 FEET WEST OF THE CENTER LINE OF
 DV0420'SOUTH CENTRAL AVE, 6.3 FEET NORTH OF THE NORTH POLE OF A H FRAME,
 DV0420'ABOUT LEVEL WITH THE ROAD AND 2.4 FEET SOUTH OF A WHITE WOODEN WITNESS
 DV0420'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DV0420'GROUND.
 DV0420
 DV0420                          STATION RECOVERY (2006)
 DV0420
 DV0420'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0420'THE AREA HAS BEEN DEVELOPED. THE LOCATION DESCRIBED IS NOW
 DV0420'DECORATIVELY LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0361 ***********************************************************************
 DV0361  DESIGNATION -  V 273
 DV0361  PID         -  DV0361
 DV0361  STATE/COUNTY-  AZ/PINAL
 DV0361  USGS QUAD   -  PIMA BUTTE (1967)
 DV0361
 DV0361                         *CURRENT SURVEY CONTROL
 DV0361  ___________________________________________________________________
 DV0361* NAD 83(1986)-  33 11 24.     (N)    112 01 02.     (W)     SCALED    
 DV0361* NAVD 88     -       343.548  (meters)    1127.12   (feet)  ADJUSTED  
 DV0361  ___________________________________________________________________
 DV0361  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0361  DYNAMIC HT  -         343.147 (meters)    1125.81  (feet)  COMP
 DV0361  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 DV0361
 DV0361  VERT ORDER  -  FIRST     CLASS II
 DV0361
 DV0361.The horizontal coordinates were scaled from a topographic map and have
 DV0361.an estimated accuracy of +/- 6 seconds.
 DV0361
 DV0361.The orthometric height was determined by differential leveling
 DV0361.and adjusted in August 1994.
 DV0361
 DV0361.The geoid height was determined by GEOID03.
 DV0361
 DV0361.The dynamic height is computed by dividing the NAVD 88
 DV0361.geopotential number by the normal gravity value computed on the
 DV0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0361.degrees latitude (g = 980.6199 gals.).
 DV0361
 DV0361.The modeled gravity was interpolated from observed gravity values.
 DV0361
 DV0361;                    North         East    Units  Estimated Accuracy
 DV0361;SPC AZ C     -   242,830.      203,980.      MT  (+/- 180 meters Scaled)
 DV0361
 DV0361                          SUPERSEDED SURVEY CONTROL
 DV0361
 DV0361  NGVD 29 (??/??/92)  343.015  (m)         1125.38   (f) ADJ UNCH    1 2
 DV0361
 DV0361.Superseded values are not recommended for survey control.
 DV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0361.See file dsdata.txt to determine how the superseded data were derived.
 DV0361
 DV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB051728(NAD 83)
 DV0361_MARKER: DB = BENCH MARK DISK
 DV0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0361_SP_SET: CONCRETE POST
 DV0361_STAMPING: V 273 1948
 DV0361_MARK LOGO: CGS   
 DV0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0361+STABILITY: SURFACE MOTION
 DV0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0361+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DV0361
 DV0361  HISTORY     - Date     Condition        Report By
 DV0361  HISTORY     - 1948     MONUMENTED       CGS
 DV0361  HISTORY     - 1966     GOOD             NGS
 DV0361  HISTORY     - 19940325 GOOD             NGS
 DV0361  HISTORY     - 20061215 GOOD             GEOCAC
 DV0361
 DV0361                          STATION DESCRIPTION
 DV0361
 DV0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0361'12.2 MI SE FROM KOMATKE.
 DV0361'12.2 MILES SOUTHEAST ALONG THE ROAD TO SACATON FROM KOMATKE, 71.3 FEET
 DV0361'EAST OF A TELEPHONE POLE, 67.2 FEET NORTH OF THE CENTER LINE OF THE
 DV0361'ROAD, 1.0 FOOT BELOW THE LEVEL OF THE ROAD AND 4.6 FEET WEST OF A
 DV0361'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0361'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DV0361
 DV0361                          STATION RECOVERY (1966)
 DV0361
 DV0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DV0361'RECOVERED IN GOOD CONDITION.
 DV0361
 DV0361                          STATION RECOVERY (1994)
 DV0361
 DV0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0361'9.3 KM (5.75 MI) SOUTHERLY ALONG 51ST AVENUE FROM THE POST OFFICE IN
 DV0361'LAVEEN, THENCE 18.8 KM (11.70 MI) EASTERLY ALONG BELTLINE ROAD,
 DV0361'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG MARICOPA ROAD, THENCE 1.7 KM
 DV0361'(1.05 MI) WESTERLY ALONG A DIRT ROAD, 20.5 M (67.3 FT) NORTH OF THE
 DV0361'ROAD CENTER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 DV0361'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 DV0361'ABOVE THE GROUND SURFACE.
 DV0361
 DV0361                          STATION RECOVERY (2006)
 DV0361
 DV0361'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0397 ***********************************************************************
 DV0397  DESIGNATION -  V 274
 DV0397  PID         -  DV0397
 DV0397  STATE/COUNTY-  AZ/PINAL
 DV0397  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0397
 DV0397                         *CURRENT SURVEY CONTROL
 DV0397  ___________________________________________________________________
 DV0397* NAD 83(1986)-  33 11 38.     (N)    112 09 02.     (W)     SCALED    
 DV0397* NAVD 88     -       322.84   (+/-2cm)    1059.2    (feet)  VERTCON   
 DV0397  ___________________________________________________________________
 DV0397  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DV0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0397
 DV0397.The horizontal coordinates were scaled from a topographic map and have
 DV0397.an estimated accuracy of +/- 6 seconds.
 DV0397
 DV0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0397.The vertical order pertains to the NGVD 29 superseded value.
 DV0397
 DV0397.The geoid height was determined by GEOID03.
 DV0397
 DV0397;                    North         East    Units  Estimated Accuracy
 DV0397;SPC AZ C     -   243,280.      191,550.      MT  (+/- 180 meters Scaled)
 DV0397
 DV0397                          SUPERSEDED SURVEY CONTROL
 DV0397
 DV0397  NGVD 29 (??/??/92)  322.262  (m)         1057.29   (f) ADJ UNCH    2 0
 DV0397
 DV0397.Superseded values are not recommended for survey control.
 DV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0397.See file dsdata.txt to determine how the superseded data were derived.
 DV0397
 DV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB927733(NAD 83)
 DV0397_MARKER: DB = BENCH MARK DISK
 DV0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0397_STAMPING: V 274 1948
 DV0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0397+STABILITY: SURFACE MOTION
 DV0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0397+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 DV0397
 DV0397  HISTORY     - Date     Condition        Report By
 DV0397  HISTORY     - 1948     MONUMENTED       CGS
 DV0397  HISTORY     - 20071223 GOOD             GEOCAC
 DV0397
 DV0397                          STATION DESCRIPTION
 DV0397
 DV0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0397'6.2 MI S FROM KOMATKE.
 DV0397'6.2 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 0.1 MILE
 DV0397'SOUTH OF A TRACK ROAD LEADING SOUTH, 170 FEET SOUTH OF A WASH, 61.3
 DV0397'FEET WEST OF THE CENTER LINE OF THE ROAD, SET JUST NORTH OF A KNOLL,
 DV0397'1.5 FEET ABOVE THE LEVEL OF THE ROAD, 3.2 FEET WEST OF A WHITE WOODEN
 DV0397'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 DV0397'ABOVE THE GROUND.
 DV0397
 DV0397                          STATION RECOVERY (2007)
 DV0397
 DV0397'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0397'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS ACTUALLY ABOUT
 DV0397'1250 FEET NORTH OF THE LISTED CO-ORDINATES, AT N33  11.817 W112
 DV0397'09.123.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0846 ***********************************************************************
 DU0846  DESIGNATION -  V 275
 DU0846  PID         -  DU0846
 DU0846  STATE/COUNTY-  AZ/PINAL
 DU0846  USGS QUAD   -  SACATON BUTTE (1967)
 DU0846
 DU0846                         *CURRENT SURVEY CONTROL
 DU0846  ___________________________________________________________________
 DU0846* NAD 83(1986)-  33 07 02.     (N)    111 58 44.     (W)     SCALED    
 DU0846* NAVD 88     -       354.72   (+/-2cm)    1163.8    (feet)  VERTCON   
 DU0846  ___________________________________________________________________
 DU0846  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DU0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0846
 DU0846.The horizontal coordinates were scaled from a topographic map and have
 DU0846.an estimated accuracy of +/- 6 seconds.
 DU0846
 DU0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0846.The vertical order pertains to the NGVD 29 superseded value.
 DU0846
 DU0846.The geoid height was determined by GEOID03.
 DU0846
 DU0846;                    North         East    Units  Estimated Accuracy
 DU0846;SPC AZ C     -   234,750.      207,550.      MT  (+/- 180 meters Scaled)
 DU0846
 DU0846                          SUPERSEDED SURVEY CONTROL
 DU0846
 DU0846  NGVD 29 (??/??/92)  354.229  (m)         1162.17   (f) ADJ UNCH    2 0
 DU0846
 DU0846.Superseded values are not recommended for survey control.
 DU0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0846.See file dsdata.txt to determine how the superseded data were derived.
 DU0846
 DU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB086647(NAD 83)
 DU0846_MARKER: DB = BENCH MARK DISK
 DU0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0846_SP_SET: HEADGATE
 DU0846_STAMPING: V 275 1948
 DU0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0846
 DU0846  HISTORY     - Date     Condition        Report By
 DU0846  HISTORY     - 1948     MONUMENTED       CGS
 DU0846  HISTORY     - 1959     GOOD             NGS
 DU0846  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0846  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0846
 DU0846                          STATION DESCRIPTION
 DU0846
 DU0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0846'5.5 MI W FROM CASA BLANCA.
 DU0846'5.5 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0846'88.0 FEET SOUTHWEST OF THE CENTER LINE OF THE SACATE ROAD, 61.8 FEET
 DU0846'SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET ABOVE THE LEVEL OF THE
 DU0846'ROAD, SET IN TOP AND IN THE CENTER OF THE NORTH HEADWALL OF CONCRETE
 DU0846'HEADGATE ACROSS THE IRRIGATION DITCH.
 DU0846
 DU0846                          STATION RECOVERY (1959)
 DU0846
 DU0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0846'RECOVERED IN GOOD CONDITION.
 DU0846
 DU0846                          STATION RECOVERY (1994)
 DU0846
 DU0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0846'MARK NOT FOUND.
 DU0846
 DU0846                          STATION RECOVERY (2007)
 DU0846
 DU0846'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0846'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0846'MARK. THE CULVERT AND IT'S ASSOCIATED HEADWALL HAVE BEEN REMOVED.
 DU0846'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0720 ***********************************************************************
 DU0720  DESIGNATION -  V 276
 DU0720  PID         -  DU0720
 DU0720  STATE/COUNTY-  AZ/MARICOPA
 DU0720  USGS QUAD   -  CHANDLER (1981)
 DU0720
 DU0720                         *CURRENT SURVEY CONTROL
 DU0720  ___________________________________________________________________
 DU0720* NAD 83(1986)-  33 18 10.     (N)    111 50 13.     (W)     SCALED    
 DU0720* NAVD 88     -       372.607  (meters)    1222.46   (feet)  ADJUSTED  
 DU0720  ___________________________________________________________________
 DU0720  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0720  DYNAMIC HT  -         372.163 (meters)    1221.00  (feet)  COMP
 DU0720  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 DU0720
 DU0720  VERT ORDER  -  FIRST     CLASS II
 DU0720
 DU0720.The horizontal coordinates were scaled from a topographic map and have
 DU0720.an estimated accuracy of +/- 6 seconds.
 DU0720
 DU0720.The orthometric height was determined by differential leveling
 DU0720.and adjusted in August 1994.
 DU0720
 DU0720.The geoid height was determined by GEOID03.
 DU0720
 DU0720.The dynamic height is computed by dividing the NAVD 88
 DU0720.geopotential number by the normal gravity value computed on the
 DU0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0720.degrees latitude (g = 980.6199 gals.).
 DU0720
 DU0720.The modeled gravity was interpolated from observed gravity values.
 DU0720
 DU0720;                    North         East    Units  Estimated Accuracy
 DU0720;SPC AZ C     -   255,330.      220,780.      MT  (+/- 180 meters Scaled)
 DU0720
 DU0720                          SUPERSEDED SURVEY CONTROL
 DU0720
 DU0720  NGVD 29 (??/??/92)  372.236  (m)         1221.24   (f) ADJ UNCH    1 2
 DU0720
 DU0720.Superseded values are not recommended for survey control.
 DU0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0720.See file dsdata.txt to determine how the superseded data were derived.
 DU0720
 DU0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB220851(NAD 83)
 DU0720_MARKER: DB = BENCH MARK DISK
 DU0720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DU0720_SP_SET: STEP PLATFORM
 DU0720_STAMPING: V 276 1948
 DU0720_MARK LOGO: CGS   
 DU0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0720+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 DU0720
 DU0720  HISTORY     - Date     Condition        Report By
 DU0720  HISTORY     - 1948     MONUMENTED       CGS
 DU0720  HISTORY     - 1979     GOOD             LOCSUR
 DU0720  HISTORY     - 19940426 GOOD             NGS
 DU0720  HISTORY     - 20051118 GOOD             GEOCAC
 DU0720
 DU0720                          STATION DESCRIPTION
 DU0720
 DU0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0720'IN CHANDLER.
 DU0720'AT THE SOUTHERN PACIFIC CO. STATION AT CHANDLER, 26.1 FEET WEST OF THE
 DU0720'CENTER LINE OF THE MAIN TRACK, 7.9 FEET EAST OF THE EAST SIDE OF THE
 DU0720'STATION, SET IN TOP AND IN THE EAST END OF THE FIFTH STEP OF THE
 DU0720'LOADING PLATFORM.
 DU0720
 DU0720                          STATION RECOVERY (1979)
 DU0720
 DU0720'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0720'THE RAILROAD STATION BUILDING HAS BEEN TOWN DOWN BUT THE FOUNDATION
 DU0720'AND PLATFORM REMAIN. THE STATION SITE IS SOUTHEAST OF THE INTER-
 DU0720'SECTION OF EAST COMMONWEALTH AVENUE AND SOUTH DELAWARE STREET AND
 DU0720'SOUTHEAST OF THE CITY HALL COMPLEX.
 DU0720
 DU0720                          STATION RECOVERY (1994)
 DU0720
 DU0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0720'IN CHANDLER, AT THE INTERSECTION OF EAST COMMONWEALTH AVENUE AND SOUTH
 DU0720'DELAWARE STREET, NEAR THE NORTHEAST CORNER OF AN ABANDONED CONCRETE
 DU0720'LOADING PLATFORM, AT THE LEVEL OF THE 3RD STEP LEADING TO THE
 DU0720'PLATFORM, 67.0 M (219.8 FT) SOUTH OF THE AVENUE CENTERLINE, 34.0 M
 DU0720'(111.5 FT) EAST OF THE STREET CENTER, 7.0 M (23.0 FT) WEST OF THE
 DU0720'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.0 M (3.3 FT) ABOVE THE
 DU0720'GROUND SURFACE, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE
 DU0720'STEPS.
 DU0720
 DU0720                          STATION RECOVERY (2005)
 DU0720
 DU0720'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0981 ***********************************************************************
 CZ0981  DESIGNATION -  V 277
 CZ0981  PID         -  CZ0981
 CZ0981  STATE/COUNTY-  AZ/PINAL
 CZ0981  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0981
 CZ0981                         *CURRENT SURVEY CONTROL
 CZ0981  ___________________________________________________________________
 CZ0981* NAD 83(1986)-  32 55 25.     (N)    111 49 58.     (W)     SCALED    
 CZ0981* NAVD 88     -       408.255  (meters)    1339.42   (feet)  ADJUSTED  
 CZ0981  ___________________________________________________________________
 CZ0981  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ0981  DYNAMIC HT  -         407.758 (meters)    1337.79  (feet)  COMP
 CZ0981  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 CZ0981  OBS GRAVITY -     979,411.5   (mgal)                       GRAV_OBS
 CZ0981
 CZ0981  VERT ORDER  -  FIRST     CLASS II
 CZ0981
 CZ0981.The horizontal coordinates were scaled from a topographic map and have
 CZ0981.an estimated accuracy of +/- 6 seconds.
 CZ0981
 CZ0981.The orthometric height was determined by differential leveling
 CZ0981.and adjusted in June 1991.
 CZ0981
 CZ0981.The geoid height was determined by GEOID03.
 CZ0981
 CZ0981.The dynamic height is computed by dividing the NAVD 88
 CZ0981.geopotential number by the normal gravity value computed on the
 CZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0981.degrees latitude (g = 980.6199 gals.).
 CZ0981
 CZ0981.The modeled gravity was interpolated from observed gravity values.
 CZ0981.The observed gravity was obtained from relative gravimeter ties
 CZ0981.to the IGSN71 gravity network.
 CZ0981
 CZ0981;                    North         East    Units  Estimated Accuracy
 CZ0981;SPC AZ C     -   213,280.      221,210.      MT  (+/- 180 meters Scaled)
 CZ0981
 CZ0981                          SUPERSEDED SURVEY CONTROL
 CZ0981
 CZ0981  NGVD 29 (??/??/92)  407.653  (m)         1337.44   (f) ADJ UNCH    1 2
 CZ0981
 CZ0981.Superseded values are not recommended for survey control.
 CZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0981.See file dsdata.txt to determine how the superseded data were derived.
 CZ0981
 CZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB221431(NAD 83)
 CZ0981_MARKER: DB = BENCH MARK DISK
 CZ0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0981_SP_SET: ABUTMENT
 CZ0981_STAMPING: V 277 1948
 CZ0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0981+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 CZ0981
 CZ0981  HISTORY     - Date     Condition        Report By
 CZ0981  HISTORY     - 1948     MONUMENTED       CGS
 CZ0981  HISTORY     - 1967     GOOD             NGS
 CZ0981  HISTORY     - 1980     GOOD             NGS
 CZ0981  HISTORY     - 1980     GOOD             NGS
 CZ0981  HISTORY     - 20061106 GOOD             GEOCAC
 CZ0981
 CZ0981                          STATION DESCRIPTION
 CZ0981
 CZ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0981'5.75 MI NW FROM CASA GRANDE.
 CZ0981'ABOUT 5.75 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0981'THE STATION AT CASA GRANDE, IN S 4, T 6 S, R 5 E, 6 1/2 POLES
 CZ0981'SOUTHEAST OF MILEPOST 913, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 CZ0981'THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CZ0981'ABUTMENT OF RAILROAD BRIDGE NUMBER 913.25, AND ABOUT 1/2 FOOT BELOW
 CZ0981'THE LEVEL OF THE TRACKS.
 CZ0981
 CZ0981                          STATION RECOVERY (1980)
 CZ0981
 CZ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0981'RECOVERED IN GOOD CONDITION.
 CZ0981
 CZ0981                          STATION RECOVERY (1980)
 CZ0981
 CZ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0981'RECOVERED IN GOOD CONDITION.
 CZ0981
 CZ0981                          STATION RECOVERY (2006)
 CZ0981
 CZ0981'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1103 ***********************************************************************
 CZ1103  DESIGNATION -  V 278
 CZ1103  PID         -  CZ1103
 CZ1103  STATE/COUNTY-  AZ/PINAL
 CZ1103  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1103
 CZ1103                         *CURRENT SURVEY CONTROL
 CZ1103  ___________________________________________________________________
 CZ1103* NAD 83(1986)-  32 52 49.     (N)    111 50 44.     (W)     SCALED    
 CZ1103* NAVD 88     -       410.48   (+/-2cm)    1346.7    (feet)  VERTCON   
 CZ1103  ___________________________________________________________________
 CZ1103  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ1103  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1103
 CZ1103.The horizontal coordinates were scaled from a topographic map and have
 CZ1103.an estimated accuracy of +/- 6 seconds.
 CZ1103
 CZ1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1103.The vertical order pertains to the NGVD 29 superseded value.
 CZ1103
 CZ1103.The geoid height was determined by GEOID03.
 CZ1103
 CZ1103;                    North         East    Units  Estimated Accuracy
 CZ1103;SPC AZ C     -   208,480.      220,010.      MT  (+/- 180 meters Scaled)
 CZ1103
 CZ1103                          SUPERSEDED SURVEY CONTROL
 CZ1103
 CZ1103  NGVD 29 (??/??/92)  409.865  (m)         1344.70   (f) ADJ UNCH    1 2
 CZ1103
 CZ1103.Superseded values are not recommended for survey control.
 CZ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1103.See file dsdata.txt to determine how the superseded data were derived.
 CZ1103
 CZ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB209383(NAD 83)
 CZ1103_MARKER: DB = BENCH MARK DISK
 CZ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1103_STAMPING: V 278 1948
 CZ1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1103+STABILITY: SURFACE MOTION
 CZ1103
 CZ1103  HISTORY     - Date     Condition        Report By
 CZ1103  HISTORY     - 1948     MONUMENTED       CGS
 CZ1103
 CZ1103                          STATION DESCRIPTION
 CZ1103
 CZ1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CZ1103'5.4 MI W FROM CASA GRANDE.
 CZ1103'5.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1103'STEEL WATER TANK AT CASA GRANDE, ABOUT 80 YARDS EAST OF THE CENTER
 CZ1103'LINE OF A SMALL DRY WASH, 49.9 FEET NORTH OF THE CENTER LINE OF THE
 CZ1103'HIGHWAY, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1.0 FOOT
 CZ1103'ABOVE THE SURFACE OF THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A
 CZ1103'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0306 ***********************************************************************
 DV0306  DESIGNATION -  V 279
 DV0306  PID         -  DV0306
 DV0306  STATE/COUNTY-  AZ/MARICOPA
 DV0306  USGS QUAD   -  MOBILE (1978)
 DV0306
 DV0306                         *CURRENT SURVEY CONTROL
 DV0306  ___________________________________________________________________
 DV0306* NAD 83(1986)-  33 02 59.     (N)    112 17 37.     (W)     SCALED    
 DV0306* NAVD 88     -       412.225  (meters)    1352.44   (feet)  ADJUSTED  
 DV0306  ___________________________________________________________________
 DV0306  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DV0306  DYNAMIC HT  -         411.728 (meters)    1350.81  (feet)  COMP
 DV0306  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 DV0306
 DV0306  VERT ORDER  -  FIRST     CLASS II
 DV0306
 DV0306.The horizontal coordinates were scaled from a topographic map and have
 DV0306.an estimated accuracy of +/- 6 seconds.
 DV0306
 DV0306.The orthometric height was determined by differential leveling
 DV0306.and adjusted in June 1991.
 DV0306
 DV0306.The geoid height was determined by GEOID03.
 DV0306
 DV0306.The dynamic height is computed by dividing the NAVD 88
 DV0306.geopotential number by the normal gravity value computed on the
 DV0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0306.degrees latitude (g = 980.6199 gals.).
 DV0306
 DV0306.The modeled gravity was interpolated from observed gravity values.
 DV0306
 DV0306;                    North         East    Units  Estimated Accuracy
 DV0306;SPC AZ C     -   227,330.      178,160.      MT  (+/- 180 meters Scaled)
 DV0306
 DV0306                          SUPERSEDED SURVEY CONTROL
 DV0306
 DV0306  NGVD 29 (??/??/92)  411.603  (m)         1350.40   (f) ADJ UNCH    1 2
 DV0306
 DV0306.Superseded values are not recommended for survey control.
 DV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0306.See file dsdata.txt to determine how the superseded data were derived.
 DV0306
 DV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB792575(NAD 83)
 DV0306_MARKER: DB = BENCH MARK DISK
 DV0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0306_SP_SET: BRIDGE
 DV0306_STAMPING: V 279 1948
 DV0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0306+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0306
 DV0306  HISTORY     - Date     Condition        Report By
 DV0306  HISTORY     - 1948     MONUMENTED       CGS
 DV0306  HISTORY     - 1967     GOOD             NGS
 DV0306  HISTORY     - 1980     GOOD             NGS
 DV0306  HISTORY     - 1980     GOOD             NGS
 DV0306  HISTORY     - 19941202 GOOD             USPSQD
 DV0306  HISTORY     - 20070321 GOOD             GEOCAC
 DV0306
 DV0306                          STATION DESCRIPTION
 DV0306
 DV0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0306'1.3 MI W FROM MOBILE.
 DV0306'ABOUT 1.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0306'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 30, T 4 S, R 1 E, 0.1 MILE
 DV0306'WEST OF MILEPOST 883, 5 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 DV0306'SET OF TRACKS, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL
 DV0306'OF RAILROAD BRIDGE NUMBER 882.91, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 DV0306'THE TRACKS.
 DV0306
 DV0306                          STATION RECOVERY (1980)
 DV0306
 DV0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0306'RECOVERED IN GOOD CONDITION.
 DV0306
 DV0306                          STATION RECOVERY (1980)
 DV0306
 DV0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0306'RECOVERED IN GOOD CONDITION.
 DV0306
 DV0306                          STATION RECOVERY (1994)
 DV0306
 DV0306'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0306'RECOVERED IN GOOD CONDITION.
 DV0306
 DV0306                          STATION RECOVERY (2007)
 DV0306
 DV0306'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0086 ***********************************************************************
 ET0086  DESIGNATION -  V 28
 ET0086  PID         -  ET0086
 ET0086  STATE/COUNTY-  AZ/YAVAPAI
 ET0086  USGS QUAD   -  CLARKDALE (1973)
 ET0086
 ET0086                         *CURRENT SURVEY CONTROL
 ET0086  ___________________________________________________________________
 ET0086* NAD 83(1986)-  34 45 02.     (N)    112 06 59.     (W)     SCALED    
 ET0086* NAVD 88     -      1581.688  (meters)    5189.25   (feet)  POSTED    
 ET0086  ___________________________________________________________________
 ET0086  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 ET0086  DYNAMIC HT  -        1579.560 (meters)    5182.27  (feet)  COMP
 ET0086  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 ET0086
 ET0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0086
 ET0086.The horizontal coordinates were scaled from a topographic map and have
 ET0086.an estimated accuracy of +/- 6 seconds.
 ET0086
 ET0086.The orthometric height was determined by differential leveling
 ET0086.and adjusted in November 2005.
 ET0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0086.rate of 0.0 thru 1.0 mm/km.
 ET0086
 ET0086.The geoid height was determined by GEOID03.
 ET0086
 ET0086.The dynamic height is computed by dividing the NAVD 88
 ET0086.geopotential number by the normal gravity value computed on the
 ET0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0086.degrees latitude (g = 980.6199 gals.).
 ET0086
 ET0086.The modeled gravity was interpolated from observed gravity values.
 ET0086
 ET0086;                    North         East    Units  Estimated Accuracy
 ET0086;SPC AZ C     -   415,920.      195,070.      MT  (+/- 180 meters Scaled)
 ET0086
 ET0086                          SUPERSEDED SURVEY CONTROL
 ET0086
 ET0086  NGVD 29 (??/??/92) 1580.858  (m)         5186.53   (f) ADJ UNCH    1 2
 ET0086
 ET0086.Superseded values are not recommended for survey control.
 ET0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0086.See file dsdata.txt to determine how the superseded data were derived.
 ET0086
 ET0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD978459(NAD 83)
 ET0086_MARKER: DB = BENCH MARK DISK
 ET0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0086_SP_SET: STEPS
 ET0086_STAMPING: 5186.532 V 28 1933
 ET0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0086+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 ET0086
 ET0086  HISTORY     - Date     Condition        Report By
 ET0086  HISTORY     - 1933     MONUMENTED       CGS
 ET0086  HISTORY     - 20040821 GOOD             USPSQD
 ET0086  HISTORY     - 20070510 GOOD             INDIV
 ET0086
 ET0086                          STATION DESCRIPTION
 ET0086
 ET0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0086'IN JEROME.
 ET0086'JEROME CITY BUILDING, ON CONCRETE STEPS TO NORTH PLAZA, NORTH END OF
 ET0086'STEPS, 3 FEET ABOVE SIDEWALK.
 ET0086
 ET0086                          STATION RECOVERY (2004)
 ET0086
 ET0086'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0086'RECOVERED AS DESCRIBED.
 ET0086
 ET0086                          STATION RECOVERY (2007)
 ET0086
 ET0086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JKM)
 ET0086' 
 ET0086'DISK HAS BEEN PAINTED OVER BUT STAMPING IS STILL LEGIBLE.  HANDHELD
 ET0086'GPS WAAS-CORRECTED COORDINATES ARE 34 45 02.3(N) 112 07 0.2(W).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0717 ***********************************************************************
 ET0717  DESIGNATION -  V 280
 ET0717  PID         -  ET0717
 ET0717  STATE/COUNTY-  AZ/LA PAZ
 ET0717  USGS QUAD   -  POWERLINE WELL (1990)
 ET0717
 ET0717                         *CURRENT SURVEY CONTROL
 ET0717  ___________________________________________________________________
 ET0717* NAD 83(1986)-  34 01 45.     (N)    113 55 18.     (W)     SCALED    
 ET0717* NAVD 88     -       390.83   (+/-2cm)    1282.2    (feet)  VERTCON   
 ET0717  ___________________________________________________________________
 ET0717  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ET0717  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0717
 ET0717.The horizontal coordinates were scaled from a topographic map and have
 ET0717.an estimated accuracy of +/- 6 seconds.
 ET0717
 ET0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0717.The vertical order pertains to the NGVD 29 superseded value.
 ET0717
 ET0717.The geoid height was determined by GEOID03.
 ET0717
 ET0717;                    North         East    Units  Estimated Accuracy
 ET0717;SPC AZ W     -   335,910.      197,510.      MT  (+/- 180 meters Scaled)
 ET0717
 ET0717                          SUPERSEDED SURVEY CONTROL
 ET0717
 ET0717  NGVD 29 (??/??/92)  390.179  (m)         1280.11   (f) ADJ UNCH    1 2
 ET0717
 ET0717.Superseded values are not recommended for survey control.
 ET0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0717.See file dsdata.txt to determine how the superseded data were derived.
 ET0717
 ET0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC302692(NAD 83)
 ET0717_MARKER: DB = BENCH MARK DISK
 ET0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0717_STAMPING: V 280 1948
 ET0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0717+STABILITY: SURFACE MOTION
 ET0717
 ET0717  HISTORY     - Date     Condition        Report By
 ET0717  HISTORY     - 1948     MONUMENTED       CGS
 ET0717
 ET0717                          STATION DESCRIPTION
 ET0717
 ET0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0717'9.4 MI NE FROM BOUSE.
 ET0717'9.4 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0717'AT BOUSE, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 20 FEET
 ET0717'NORTHWEST OF THE CENTER LINE OF AN ABANDONED ROAD THAT RUNS PARALLEL
 ET0717'WITH THE MAIN ROAD, 2.9 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 ET0717'AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.  SET IN THE TOP OF A
 ET0717'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1219 ***********************************************************************
 DV1219  DESIGNATION -  V 281
 DV1219  PID         -  DV1219
 DV1219  STATE/COUNTY-  AZ/LA PAZ
 DV1219  USGS QUAD   -  HOPE (1990)
 DV1219
 DV1219                         *CURRENT SURVEY CONTROL
 DV1219  ___________________________________________________________________
 DV1219* NAD 83(1986)-  33 43 49.     (N)    113 43 06.     (W)     SCALED    
 DV1219* NAVD 88     -       438.43   (+/-2cm)    1438.4    (feet)  VERTCON   
 DV1219  ___________________________________________________________________
 DV1219  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DV1219  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1219
 DV1219.The horizontal coordinates were scaled from a topographic map and have
 DV1219.an estimated accuracy of +/- 6 seconds.
 DV1219
 DV1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1219.The vertical order pertains to the NGVD 29 superseded value.
 DV1219
 DV1219.The geoid height was determined by GEOID03.
 DV1219
 DV1219;                    North         East    Units  Estimated Accuracy
 DV1219;SPC AZ W     -   302,750.      216,300.      MT  (+/- 180 meters Scaled)
 DV1219
 DV1219                          SUPERSEDED SURVEY CONTROL
 DV1219
 DV1219  NGVD 29 (??/??/92)  437.733  (m)         1436.13   (f) ADJ UNCH    1 2
 DV1219
 DV1219.Superseded values are not recommended for survey control.
 DV1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1219.See file dsdata.txt to determine how the superseded data were derived.
 DV1219
 DV1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC481355(NAD 83)
 DV1219_MARKER: DM = MAGNETIC STATION DISK
 DV1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1219_STAMPING: V 281 1942
 DV1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1219+STABILITY: SURFACE MOTION
 DV1219
 DV1219  HISTORY     - Date     Condition        Report By
 DV1219  HISTORY     - 1942     MONUMENTED       CGS
 DV1219  HISTORY     - 1948     GOOD             NGS
 DV1219  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV1219
 DV1219                          STATION DESCRIPTION
 DV1219
 DV1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV1219'2.3 MI SE FROM VICKSBURG.
 DV1219'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE STATION AT
 DV1219'VICKSBURG, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.4
 DV1219'FEET SOUTHWEST OF BENCH MARK S 99, AND ABOUT LEVEL WITH THE SURFACE OF
 DV1219'THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 DV1219'ABOVE GROUND.
 DV1219
 DV1219                          STATION RECOVERY (1981)
 DV1219
 DV1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1219'NOT RECOVERED. NOTE-CONCRETE POST FOUND LYING ON THE GROUND BROKEN,
 DV1219'DISK WAS MISSING, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0549 ***********************************************************************
 DU0549  DESIGNATION -  V 282
 DU0549  PID         -  DU0549
 DU0549  STATE/COUNTY-  AZ/PINAL
 DU0549  USGS QUAD   -  FLORENCE (1981)
 DU0549
 DU0549                         *CURRENT SURVEY CONTROL
 DU0549  ___________________________________________________________________
 DU0549* NAD 83(1986)-  33 03 39.     (N)    111 25 50.     (W)     SCALED    
 DU0549* NAVD 88     -       461.428  (meters)    1513.87   (feet)  ADJUSTED  
 DU0549  ___________________________________________________________________
 DU0549  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0549  DYNAMIC HT  -         460.865 (meters)    1512.02  (feet)  COMP
 DU0549  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 DU0549  OBS GRAVITY -     979,404.9   (mgal)                       GRAV_OBS
 DU0549
 DU0549  VERT ORDER  -  FIRST     CLASS II
 DU0549
 DU0549.The horizontal coordinates were scaled from a topographic map and have
 DU0549.an estimated accuracy of +/- 6 seconds.
 DU0549
 DU0549.The orthometric height was determined by differential leveling
 DU0549.and adjusted in November 1993.
 DU0549
 DU0549.The geoid height was determined by GEOID03.
 DU0549
 DU0549.The dynamic height is computed by dividing the NAVD 88
 DU0549.geopotential number by the normal gravity value computed on the
 DU0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0549.degrees latitude (g = 980.6199 gals.).
 DU0549
 DU0549.The modeled gravity was interpolated from observed gravity values.
 DU0549.The observed gravity was obtained from relative gravimeter ties
 DU0549.to the IGSN71 gravity network.
 DU0549
 DU0549;                    North         East    Units  Estimated Accuracy
 DU0549;SPC AZ C     -   228,600.      258,750.      MT  (+/- 180 meters Scaled)
 DU0549
 DU0549                          SUPERSEDED SURVEY CONTROL
 DU0549
 DU0549  NGVD 29 (??/??/92)  460.844  (m)         1511.95   (f) ADJ UNCH    1 2
 DU0549
 DU0549.Superseded values are not recommended for survey control.
 DU0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0549.See file dsdata.txt to determine how the superseded data were derived.
 DU0549
 DU0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB598581(NAD 83)
 DU0549_MARKER: DB = BENCH MARK DISK
 DU0549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU0549_SP_SET: HEADWALL
 DU0549_STAMPING: V 282 1948
 DU0549_MARK LOGO: CGS   
 DU0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0549+STABILITY: SURFACE MOTION
 DU0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0549+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 DU0549
 DU0549  HISTORY     - Date     Condition        Report By
 DU0549  HISTORY     - 1948     MONUMENTED       CGS
 DU0549  HISTORY     - 1967     GOOD             NGS
 DU0549  HISTORY     - 19920110 GOOD             NGS
 DU0549  HISTORY     - 20070324 GOOD             USPSQD
 DU0549
 DU0549                          STATION DESCRIPTION
 DU0549
 DU0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0549'5.6 MI NW FROM FLORENCE.
 DU0549'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0549'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0549'89 BUSINESS ROUTE, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 80-89,
 DU0549'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 3.0 MILES NORTHWEST
 DU0549'ALONG THE SOUTHERN PACIFIC RAILROAD, IN S 21, T 4 S, R 9 E, 1 1/4
 DU0549'POLES SOUTHEAST OF MILEPOST 956, 11 1/2 FEET NORTHEAST OF THE
 DU0549'NORTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE NORTHWEST END OF
 DU0549'THE NORTHEAST HEAD WALL OF A CULVERT UNDER THE TRACKS, AND ABOUT 3
 DU0549'FEET BELOW THE LEVEL OF THE TRACKS.
 DU0549
 DU0549                          STATION RECOVERY (1992)
 DU0549
 DU0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0549'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0549'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0549'THENCE 4.9 KM (3.05 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 0.5 KM
 DU0549'(0.30 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP
 DU0549'OF AND 0.5 M (1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 DU0549'CONCRETE HEADWALL OF A CULVERT, 0.1 KM (0.05 MI) SOUTHEAST OF
 DU0549'MILEPOST 956, 3.3 M (10.8 FT) NORTHEAST OF THE NEAR RAIL, AND 1.2 M
 DU0549'(3.9 FT) BELOW THE LEVEL OF THE TRACK.
 DU0549
 DU0549                          STATION RECOVERY (2007)
 DU0549
 DU0549'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0549'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1078 ***********************************************************************
 CZ1078  DESIGNATION -  V 283
 CZ1078  PID         -  CZ1078
 CZ1078  STATE/COUNTY-  AZ/PINAL
 CZ1078  USGS QUAD   -  ELOY NORTH (1992)
 CZ1078
 CZ1078                         *CURRENT SURVEY CONTROL
 CZ1078  ___________________________________________________________________
 CZ1078* NAD 83(1986)-  32 50 55.     (N)    111 30 37.     (W)     SCALED    
 CZ1078* NAVD 88     -       455.896  (meters)    1495.72   (feet)  ADJUSTED  
 CZ1078  ___________________________________________________________________
 CZ1078  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ1078  DYNAMIC HT  -         455.327 (meters)    1493.85  (feet)  COMP
 CZ1078  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 CZ1078
 CZ1078  VERT ORDER  -  FIRST     CLASS II
 CZ1078
 CZ1078.The horizontal coordinates were scaled from a topographic map and have
 CZ1078.an estimated accuracy of +/- 6 seconds.
 CZ1078
 CZ1078.The orthometric height was determined by differential leveling
 CZ1078.and adjusted in November 1993.
 CZ1078
 CZ1078.The geoid height was determined by GEOID03.
 CZ1078
 CZ1078.The dynamic height is computed by dividing the NAVD 88
 CZ1078.geopotential number by the normal gravity value computed on the
 CZ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1078.degrees latitude (g = 980.6199 gals.).
 CZ1078
 CZ1078.The modeled gravity was interpolated from observed gravity values.
 CZ1078
 CZ1078;                    North         East    Units  Estimated Accuracy
 CZ1078;SPC AZ C     -   205,040.      251,400.      MT  (+/- 180 meters Scaled)
 CZ1078
 CZ1078                          SUPERSEDED SURVEY CONTROL
 CZ1078
 CZ1078  NGVD 29 (??/??/92)  455.779  (m)         1495.33   (f) ADJ UNCH    1 2
 CZ1078
 CZ1078.Superseded values are not recommended for survey control.
 CZ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1078.See file dsdata.txt to determine how the superseded data were derived.
 CZ1078
 CZ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522346(NAD 83)
 CZ1078_MARKER: DB = BENCH MARK DISK
 CZ1078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1078_SP_SET: HEADWALL
 CZ1078_STAMPING: V 283 1949
 CZ1078_MARK LOGO: CGS   
 CZ1078_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1078+STABILITY: SURFACE MOTION
 CZ1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1078+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1078
 CZ1078  HISTORY     - Date     Condition        Report By
 CZ1078  HISTORY     - 1949     MONUMENTED       CGS
 CZ1078  HISTORY     - 1967     GOOD             NGS
 CZ1078  HISTORY     - 19920103 GOOD             NGS
 CZ1078  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1078
 CZ1078                          STATION DESCRIPTION
 CZ1078
 CZ1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1078'9.5 MI N FROM PICACHO.
 CZ1078'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1078'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 8.5 MILES NORTH ALONG
 CZ1078'THE SOUTHERN PACIFIC RAILROAD, IN S 3, T 7 S, R 8 E, 4 POLES SOUTH OF
 CZ1078'THE CROSSING OF THE RAILROAD AND A ROAD, 1 POLE NORTH OF MILEPOST 971,
 CZ1078'19 FEET EAST OF THE EAST RAIL OF THE TRACK, SET IN THE TOP OF THE
 CZ1078'SOUTH END OF THE EAST CONCRETE BASE FOR THE GUARD RAIL ON RAILROAD
 CZ1078'BRIDGE NUMBER 970.97, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS.
 CZ1078
 CZ1078                          STATION RECOVERY (1992)
 CZ1078
 CZ1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1078'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1078'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1078'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1078'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 12.7 KM (7.90 MI)
 CZ1078'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.7 M
 CZ1078'(2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 CZ1078'CULVERT, 5.8 M (19.0 FT) EAST OF THE NEAR RAIL, AND 0.1 M (0.3 FT)
 CZ1078'ABOVE THE LEVEL OF THE TRACK.
 CZ1078
 CZ1078                          STATION RECOVERY (2007)
 CZ1078
 CZ1078'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0205 ***********************************************************************
 DV0205  DESIGNATION -  V 284
 DV0205  PID         -  DV0205
 DV0205  STATE/COUNTY-  AZ/MARICOPA
 DV0205  USGS QUAD   -  GLENDALE (1982)
 DV0205
 DV0205                         *CURRENT SURVEY CONTROL
 DV0205  ___________________________________________________________________
 DV0205* NAD 83(1986)-  33 34 02.     (N)    112 09 06.     (W)     SCALED    
 DV0205* NAVD 88     -       369.41   (+/-2cm)    1212.0    (feet)  VERTCON   
 DV0205  ___________________________________________________________________
 DV0205  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0205
 DV0205.The horizontal coordinates were scaled from a topographic map and have
 DV0205.an estimated accuracy of +/- 6 seconds.
 DV0205
 DV0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0205.The vertical order pertains to the NGVD 29 superseded value.
 DV0205
 DV0205.The geoid height was determined by GEOID03.
 DV0205
 DV0205;                    North         East    Units  Estimated Accuracy
 DV0205;SPC AZ C     -   284,680.      191,540.      MT  (+/- 180 meters Scaled)
 DV0205
 DV0205                          SUPERSEDED SURVEY CONTROL
 DV0205
 DV0205  NGVD 29 (??/??/92)  368.868  (m)         1210.19   (f) ADJ UNCH    2 0
 DV0205
 DV0205.Superseded values are not recommended for survey control.
 DV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0205.See file dsdata.txt to determine how the superseded data were derived.
 DV0205
 DV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931147(NAD 83)
 DV0205_MARKER: DB = BENCH MARK DISK
 DV0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0205_SP_SET: ABUTMENT
 DV0205_STAMPING: V 284 1949
 DV0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0205
 DV0205  HISTORY     - Date     Condition        Report By
 DV0205  HISTORY     - 1949     MONUMENTED       CGS
 DV0205  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV0205
 DV0205                          STATION DESCRIPTION
 DV0205
 DV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV0205'10.8 MI NW FROM PHOENIX.
 DV0205'6.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0205'FROM THE UNION STATION AT PHOENIX, THENCE 3.9 MILES NORTH ALONG THE
 DV0205'BLACK CANYON ROAD.  36 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DV0205'INTERSECTION OF BLACK CANYON ROAD AND EAST-WEST SECTION-LINE ROAD, AT
 DV0205'AN IRRIGATION-DITCH, 32 FEET WEST OF THE WEST ROAD, AND ABOUT LEVEL
 DV0205'WITH THE SURFACE OF THE ROAD.  SET IN THE TOP OF THE EAST END OF THE
 DV0205'SOUTH CONCRETE ABUTMENT OF A CROSS-CHECK.
 DV0205
 DV0205                          STATION RECOVERY (2004)
 DV0205
 DV0205'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0205'NOT FOUND, NO IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0607 ***********************************************************************
 GR0607  DESIGNATION -  V 285
 GR0607  PID         -  GR0607
 GR0607  STATE/COUNTY-  AZ/MOHAVE
 GR0607  USGS QUAD   -  HOOVER DAM (1997)
 GR0607
 GR0607                         *CURRENT SURVEY CONTROL
 GR0607  ___________________________________________________________________
 GR0607* NAD 83(1986)-  36 00 08.     (N)    114 44 32.     (W)     SCALED    
 GR0607* NAVD 88     -       247.240  (meters)     811.15   (feet)  POSTED    
 GR0607  ___________________________________________________________________
 GR0607  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GR0607  DYNAMIC HT  -         247.000 (meters)     810.37  (feet)  COMP
 GR0607  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 GR0607
 GR0607  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0607
 GR0607.The horizontal coordinates were scaled from a topographic map and have
 GR0607.an estimated accuracy of +/- 6 seconds.
 GR0607
 GR0607.The orthometric height was determined by differential leveling
 GR0607.and adjusted by the  in 1992.
 GR0607.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0607.was located on a no-check spur therefore a value was not computed.
 GR0607.No vertical observational check was made to the station.
 GR0607
 GR0607.The geoid height was determined by GEOID03.
 GR0607
 GR0607.The dynamic height is computed by dividing the NAVD 88
 GR0607.geopotential number by the normal gravity value computed on the
 GR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0607.degrees latitude (g = 980.6199 gals.).
 GR0607
 GR0607.The modeled gravity was interpolated from observed gravity values.
 GR0607
 GR0607;                    North         East    Units  Estimated Accuracy
 GR0607;SPC AZ W     -   555,230.      123,910.      MT  (+/- 180 meters Scaled)
 GR0607
 GR0607                          SUPERSEDED SURVEY CONTROL
 GR0607
 GR0607  NGVD 29 (??/??/92)  246.557  (m)          808.91   (f) ADJ UNCH    1 1
 GR0607
 GR0607.Superseded values are not recommended for survey control.
 GR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0607.See file dsdata.txt to determine how the superseded data were derived.
 GR0607
 GR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV034865(NAD 83)
 GR0607_MARKER: DB = BENCH MARK DISK
 GR0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0607_SP_SET: ABUTMENT
 GR0607_STAMPING: V 285 1950
 GR0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0607
 GR0607  HISTORY     - Date     Condition        Report By
 GR0607  HISTORY     - 1950     MONUMENTED       CGS
 GR0607  HISTORY     - 1963     GOOD             NGS
 GR0607
 GR0607                          STATION DESCRIPTION
 GR0607
 GR0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0607'3.9 MI S FROM HOOVER DAM.
 GR0607'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST
 GR0607'(ARIZONA) END OF HOOVER DAM, THENCE 1.9 MILES WEST ALONG AN ABANDONED
 GR0607'HOOVER DAM CONSTRUCTION ROAD, ABOUT 0.7 MILE SOUTH (AIR LINE) OF
 GR0607'HOOVER DAM, ALONG THE EAST BANK OF THE COLORADO RIVER, DIRECTLY ACROSS
 GR0607'THE RIVER FROM THE NORTH END OF A LONG CONCRETE RETAINING WALL ALONG
 GR0607'THE LOWER PORTAL ROAD, NEAR THE END OF THE ABANDONED ROAD, IN THE TOP
 GR0607'OF THE NORTHEAST CORNER OF A LARGE CONCRETE ABUTMENT OF A FORMER CABLE
 GR0607'CAR CROSSING.
 GR0607
 GR0607                          STATION RECOVERY (1963)
 GR0607
 GR0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0741 ***********************************************************************
 ET0741  DESIGNATION -  V 286
 ET0741  PID         -  ET0741
 ET0741  STATE/COUNTY-  AZ/MOHAVE
 ET0741  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0741
 ET0741                         *CURRENT SURVEY CONTROL
 ET0741  ___________________________________________________________________
 ET0741* NAD 83(1986)-  34 35 03.     (N)    113 33 47.     (W)     SCALED    
 ET0741* NAVD 88     -       605.915  (meters)    1987.91   (feet)  POSTED    
 ET0741  ___________________________________________________________________
 ET0741  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 ET0741  DYNAMIC HT  -         605.220 (meters)    1985.63  (feet)  COMP
 ET0741  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 ET0741
 ET0741  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0741
 ET0741.The horizontal coordinates were scaled from a topographic map and have
 ET0741.an estimated accuracy of +/- 6 seconds.
 ET0741
 ET0741.The orthometric height was determined by differential leveling
 ET0741.and adjusted in November 2005.
 ET0741.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0741.rate of 1.1 thru 2.0 mm/km.
 ET0741
 ET0741.The geoid height was determined by GEOID03.
 ET0741
 ET0741.The dynamic height is computed by dividing the NAVD 88
 ET0741.geopotential number by the normal gravity value computed on the
 ET0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0741.degrees latitude (g = 980.6199 gals.).
 ET0741
 ET0741.The modeled gravity was interpolated from observed gravity values.
 ET0741
 ET0741;                    North         East    Units  Estimated Accuracy
 ET0741;SPC AZ W     -   397,480.      230,510.      MT  (+/- 180 meters Scaled)
 ET0741
 ET0741                          SUPERSEDED SURVEY CONTROL
 ET0741
 ET0741  NGVD 29 (??/??/92)  605.212  (m)         1985.60   (f) ADJ UNCH    1 2
 ET0741
 ET0741.Superseded values are not recommended for survey control.
 ET0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0741.See file dsdata.txt to determine how the superseded data were derived.
 ET0741
 ET0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD649299(NAD 83)
 ET0741_MARKER: DB = BENCH MARK DISK
 ET0741_SETTING: 80 = SET IN A BOULDER
 ET0741_SP_SET: GRANITE BOULDER
 ET0741_STAMPING: V 286 1950
 ET0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0741+STABILITY: SURFACE MOTION
 ET0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0741+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2001
 ET0741
 ET0741  HISTORY     - Date     Condition        Report By
 ET0741  HISTORY     - 1950     MONUMENTED       CGS
 ET0741  HISTORY     - 1967     MARK NOT FOUND   NGS
 ET0741  HISTORY     - 20010126 GOOD             AZ-015
 ET0741
 ET0741                          STATION DESCRIPTION
 ET0741
 ET0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0741'10.3 MI NE FROM SIGNAL.
 ET0741'10.3 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0741'INTERSECTION AT SIGNAL, ALONG THE NORTH BASE OF A BOULDER-COVERED
 ET0741'RIDGE, 110 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM AN 18-INCH
 ET0741'SAGUARO CACTUS, 55 FEET SOUTHEAST OF THE TOP OF A STEEP HUMP IN THE
 ET0741'ROAD, IN THE TOP OF A GRANITE BOULDER, 42 1/2 FEET SOUTH OF THE CENTER
 ET0741'LINE OF THE ROAD, 27 FEET SOUTHWEST OF A GRANITE BOULDER WITH THE
 ET0741'WHITE PAINTED LETTERS B M, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 ET0741
 ET0741                          STATION RECOVERY (1967)
 ET0741
 ET0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ET0741'MARK NOT FOUND.
 ET0741
 ET0741                          STATION RECOVERY (2001)
 ET0741
 ET0741'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0741'THIS STATION IS IN AND THE TO REACH IS OK, HOWEVER THERE ARE NOW TWO
 ET0741'ROADS GOING THOUGH THE AREA AND YOU MUST BE CARFUL TO TAKE THE OLDER
 ET0741'OF THE TWO. THE SAGUARD IS NOW GONE AND YOU CAN NO LONGER READ THE
 ET0741'WHITE PAINT ON THE BOULDER.
 ET0741'WE, MOHAVE COUNTY, HAS PLACED A SURVEY MARKER SIGN POST NEAR THE
 ET0741'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0610 ***********************************************************************
 ET0610  DESIGNATION -  V 287
 ET0610  PID         -  ET0610
 ET0610  STATE/COUNTY-  AZ/MOHAVE
 ET0610  USGS QUAD   -  KAISER SPRING (1980)
 ET0610
 ET0610                         *CURRENT SURVEY CONTROL
 ET0610  ___________________________________________________________________
 ET0610* NAD 83(1986)-  34 35 34.     (N)    113 23 34.     (W)     SCALED    
 ET0610* NAVD 88     -       909.577  (meters)    2984.17   (feet)  POSTED    
 ET0610  ___________________________________________________________________
 ET0610  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 ET0610  DYNAMIC HT  -         908.480 (meters)    2980.57  (feet)  COMP
 ET0610  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 ET0610
 ET0610  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0610
 ET0610.The horizontal coordinates were scaled from a topographic map and have
 ET0610.an estimated accuracy of +/- 6 seconds.
 ET0610
 ET0610.The orthometric height was determined by differential leveling
 ET0610.and adjusted in November 2005.
 ET0610.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0610.rate of 1.1 thru 2.0 mm/km.
 ET0610
 ET0610.The geoid height was determined by GEOID03.
 ET0610
 ET0610.The dynamic height is computed by dividing the NAVD 88
 ET0610.geopotential number by the normal gravity value computed on the
 ET0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0610.degrees latitude (g = 980.6199 gals.).
 ET0610
 ET0610.The modeled gravity was interpolated from observed gravity values.
 ET0610
 ET0610;                    North         East    Units  Estimated Accuracy
 ET0610;SPC AZ W     -   398,470.      246,130.      MT  (+/- 180 meters Scaled)
 ET0610
 ET0610                          SUPERSEDED SURVEY CONTROL
 ET0610
 ET0610  NGVD 29 (??/??/92)  908.852  (m)         2981.79   (f) ADJ UNCH    1 2
 ET0610
 ET0610.Superseded values are not recommended for survey control.
 ET0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0610.See file dsdata.txt to determine how the superseded data were derived.
 ET0610
 ET0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD805304(NAD 83)
 ET0610_MARKER: DB = BENCH MARK DISK
 ET0610_SETTING: 80 = SET IN A BOULDER
 ET0610_SP_SET: BOULDER
 ET0610_STAMPING: V 287 1950
 ET0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0610+STABILITY: SURFACE MOTION
 ET0610
 ET0610  HISTORY     - Date     Condition        Report By
 ET0610  HISTORY     - 1950     MONUMENTED       CGS
 ET0610  HISTORY     - 1950     GOOD             NGS
 ET0610  HISTORY     - 1965     MARK NOT FOUND   USGS
 ET0610  HISTORY     - 1975     GOOD             USGS
 ET0610
 ET0610                          STATION DESCRIPTION
 ET0610
 ET0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ET0610'20.4 MI SE FROM WIKIEUP.
 ET0610'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0610'WIKIEUP, THENCE 13.0 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, ABOUT
 ET0610'75 YARDS SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHEAST ONE OF TWO
 ET0610'ADJOINING CURVES, IN THE TOP OF A BOULDER IN THE NORTHEAST BANK OF A
 ET0610'CUT, 59 FEET SOUTHEAST OF A 14-INCH SAGUARO CACTUS, 24.6 FEET SOUTH OF
 ET0610'A LARGE PROMINENT GRANITE BOULDER ON THE TOP OF THE NORTHEAST BANK, 11
 ET0610'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER
 ET0610'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M. NOTE-- NEW
 ET0610'CHANGES IN AREA HAS BURIED OR DESTROYED THE MARK.
 ET0610
 ET0610                          STATION RECOVERY (1965)
 ET0610
 ET0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ET0610'MARK NOT FOUND.
 ET0610
 ET0610                          STATION RECOVERY (1975)
 ET0610
 ET0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0610'WIKIEUP POST OFFICE, 8.0 MI S. OF, ALONG STATE HWY. 93, THENCE 9.85
 ET0610'MI SE. ALONG COUNTY DIRT RD. ABOUT 75 YD. SE. OF SOUTHEAST END OF
 ET0610'SOUTHEAST ONE OF TWO ADJOINING CURVES, 59 FT SE. OF 14-INCH SAGUARO
 ET0610'CACTUS, 24.6 FT S. OF LARGE PROMINENT GRANITE BOULDER ON TOP OF
 ET0610'NORTHEAST BANK, 11 FT NE. OF CENTERLINE OF RD., ABOUT 2 FT HIGHER
 ET0610'THAN RD. IN TOP OF BOULDER IN NORTHEAST BANK OF CUT. NGS TABLET
 ET0610'STAMPED V 287 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0343 ***********************************************************************
 ET0343  DESIGNATION -  V 288
 ET0343  PID         -  ET0343
 ET0343  STATE/COUNTY-  AZ/YAVAPAI
 ET0343  USGS QUAD   -  BISMARCK MESA (1969)
 ET0343
 ET0343                         *CURRENT SURVEY CONTROL
 ET0343  ___________________________________________________________________
 ET0343* NAD 83(1986)-  34 24 47.     (N)    112 46 12.     (W)     SCALED    
 ET0343* NAVD 88     -      1193.250  (meters)    3914.85   (feet)  POSTED    
 ET0343  ___________________________________________________________________
 ET0343  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 ET0343  DYNAMIC HT  -        1191.700 (meters)    3909.77  (feet)  COMP
 ET0343  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 ET0343
 ET0343  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0343
 ET0343.The horizontal coordinates were scaled from a topographic map and have
 ET0343.an estimated accuracy of +/- 6 seconds.
 ET0343
 ET0343.The orthometric height was determined by differential leveling
 ET0343.and adjusted in November 2005.
 ET0343.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0343.rate of 1.1 thru 2.0 mm/km.
 ET0343
 ET0343.The geoid height was determined by GEOID03.
 ET0343
 ET0343.The dynamic height is computed by dividing the NAVD 88
 ET0343.geopotential number by the normal gravity value computed on the
 ET0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0343.degrees latitude (g = 980.6199 gals.).
 ET0343
 ET0343.The modeled gravity was interpolated from observed gravity values.
 ET0343
 ET0343;                    North         East    Units  Estimated Accuracy
 ET0343;SPC AZ C     -   378,800.      134,920.      MT  (+/- 180 meters Scaled)
 ET0343
 ET0343                          SUPERSEDED SURVEY CONTROL
 ET0343
 ET0343  NGVD 29 (??/??/92) 1192.473  (m)         3912.31   (f) ADJ UNCH    1 2
 ET0343
 ET0343.Superseded values are not recommended for survey control.
 ET0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0343.See file dsdata.txt to determine how the superseded data were derived.
 ET0343
 ET0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD373093(NAD 83)
 ET0343_MARKER: DB = BENCH MARK DISK
 ET0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0343_SP_SET: CULVERT
 ET0343_STAMPING: V 288 1950
 ET0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0343
 ET0343  HISTORY     - Date     Condition        Report By
 ET0343  HISTORY     - 1950     MONUMENTED       CGS
 ET0343
 ET0343                          STATION DESCRIPTION
 ET0343
 ET0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0343'3.9 MI W FROM KIRKLAND.
 ET0343'3.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0343'THE STATION AT KIRKLAND, 6 RAILS WEST OF MILEPOLE 90 1/2, 6 RAILS EAST
 ET0343'OF THE EAST ONE OF TWO CATTLE GUARDS, AT A 36-INCH CONCRETE PIPE
 ET0343'CULVERT NO. E 91, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTH
 ET0343'CONCRETE HEAD WALL, 18.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 5
 ET0343'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0336 ***********************************************************************
 ES0336  DESIGNATION -  V 29
 ES0336  PID         -  ES0336
 ES0336  STATE/COUNTY-  AZ/YAVAPAI
 ES0336  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0336
 ES0336                         *CURRENT SURVEY CONTROL
 ES0336  ___________________________________________________________________
 ES0336* NAD 83(1986)-  34 24 05.     (N)    111 39 32.     (W)     SCALED    
 ES0336* NAVD 88     -      1165.567  (meters)    3824.03   (feet)  ADJUSTED  
 ES0336  ___________________________________________________________________
 ES0336  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 ES0336  DYNAMIC HT  -        1164.036 (meters)    3819.01  (feet)  COMP
 ES0336  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 ES0336
 ES0336  VERT ORDER  -  FIRST     CLASS II
 ES0336
 ES0336.The horizontal coordinates were scaled from a topographic map and have
 ES0336.an estimated accuracy of +/- 6 seconds.
 ES0336
 ES0336.The orthometric height was determined by differential leveling
 ES0336.and adjusted in June 1991.
 ES0336
 ES0336.The geoid height was determined by GEOID03.
 ES0336
 ES0336.The dynamic height is computed by dividing the NAVD 88
 ES0336.geopotential number by the normal gravity value computed on the
 ES0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0336.degrees latitude (g = 980.6199 gals.).
 ES0336
 ES0336.The modeled gravity was interpolated from observed gravity values.
 ES0336
 ES0336;                    North         East    Units  Estimated Accuracy
 ES0336;SPC AZ C     -   377,200.      237,060.      MT  (+/- 180 meters Scaled)
 ES0336
 ES0336                          SUPERSEDED SURVEY CONTROL
 ES0336
 ES0336  NGVD 29 (??/??/92) 1164.833  (m)         3821.62   (f) ADJ UNCH    1 2
 ES0336
 ES0336.Superseded values are not recommended for survey control.
 ES0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0336.See file dsdata.txt to determine how the superseded data were derived.
 ES0336
 ES0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD394068(NAD 83)
 ES0336_MARKER: DB = BENCH MARK DISK
 ES0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0336_STAMPING: V 29 1933
 ES0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0336+STABILITY: SURFACE MOTION
 ES0336
 ES0336  HISTORY     - Date     Condition        Report By
 ES0336  HISTORY     - 1933     MONUMENTED       CGS
 ES0336  HISTORY     - 1952     GOOD             NGS
 ES0336  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0336
 ES0336                          STATION DESCRIPTION
 ES0336
 ES0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0336'8.4 MI NE FROM VERDE HOT SPRINGS.
 ES0336'7.4 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0336'HOTEL, THENCE 1.0 MILE NORTHWEST ALONG A GRADED ROAD TO CAMP VERDE, ON
 ES0336'A SMALL FLAT AT THE TOP OF A SADDLE BACK, 37 FEET NORTHEAST OF THE
 ES0336'CENTER LINE AND ABOUT 1 FOOT LOWER THAN THE ROAD, 1.5 FEET NORTHEAST
 ES0336'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ES0336'0.8 FOOT ABOVE THE GROUND.
 ES0336
 ES0336                          STATION RECOVERY (1982)
 ES0336
 ES0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0336'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0585 ***********************************************************************
 ET0585  DESIGNATION -  V 290
 ET0585  PID         -  ET0585
 ET0585  STATE/COUNTY-  AZ/YAVAPAI
 ET0585  USGS QUAD   -  BAGDAD (1986)
 ET0585
 ET0585                         *CURRENT SURVEY CONTROL
 ET0585  ___________________________________________________________________
 ET0585* NAD 83(1986)-  34 31 06.     (N)    113 08 15.     (W)     SCALED    
 ET0585* NAVD 88     -       953.662  (meters)    3128.81   (feet)  POSTED    
 ET0585  ___________________________________________________________________
 ET0585  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 ET0585  DYNAMIC HT  -         952.500 (meters)    3124.99  (feet)  COMP
 ET0585  MODELED GRAV-     979,380.9   (mgal)                       NAVD 88
 ET0585
 ET0585  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0585
 ET0585.The horizontal coordinates were scaled from a topographic map and have
 ET0585.an estimated accuracy of +/- 6 seconds.
 ET0585
 ET0585.The orthometric height was determined by differential leveling
 ET0585.and adjusted in November 2005.
 ET0585.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0585.rate of 1.1 thru 2.0 mm/km.
 ET0585
 ET0585.The geoid height was determined by GEOID03.
 ET0585
 ET0585.The dynamic height is computed by dividing the NAVD 88
 ET0585.geopotential number by the normal gravity value computed on the
 ET0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0585.degrees latitude (g = 980.6199 gals.).
 ET0585
 ET0585.The modeled gravity was interpolated from observed gravity values.
 ET0585
 ET0585;                    North         East    Units  Estimated Accuracy
 ET0585;SPC AZ C     -   390,820.      101,270.      MT  (+/- 180 meters Scaled)
 ET0585
 ET0585                          SUPERSEDED SURVEY CONTROL
 ET0585
 ET0585  NGVD 29 (??/??/92)  952.932  (m)         3126.41   (f) ADJ UNCH    1 2
 ET0585
 ET0585.Superseded values are not recommended for survey control.
 ET0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0585.See file dsdata.txt to determine how the superseded data were derived.
 ET0585
 ET0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD037217(NAD 83)
 ET0585_MARKER: DB = BENCH MARK DISK
 ET0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0585_STAMPING: V 290 1950
 ET0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0585+STABILITY: SURFACE MOTION
 ET0585
 ET0585  HISTORY     - Date     Condition        Report By
 ET0585  HISTORY     - 1950     MONUMENTED       CGS
 ET0585
 ET0585                          STATION DESCRIPTION
 ET0585
 ET0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0585'7.7 MI SE FROM BAGDAD.
 ET0585'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0585'AT BAGDAD, THENCE 0.9 MILE SOUTHWEST ALONG A COUNTY DIRT ROAD, ON AN
 ET0585'EAST-WEST RIDGE, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.9
 ET0585'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 ET0585'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0045 ***********************************************************************
 CZ0045  DESIGNATION -  V 291
 CZ0045  PID         -  CZ0045
 CZ0045  STATE/COUNTY-  AZ/PIMA
 CZ0045  USGS QUAD   -  TUCSON (1992)
 CZ0045
 CZ0045                         *CURRENT SURVEY CONTROL
 CZ0045  ___________________________________________________________________
 CZ0045* NAD 83(1986)-  32 12 51.     (N)    110 57 20.     (W)     SCALED    
 CZ0045* NAVD 88     -       740.860  (meters)    2430.64   (feet)  ADJUSTED  
 CZ0045  ___________________________________________________________________
 CZ0045  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CZ0045  DYNAMIC HT  -         739.841 (meters)    2427.30  (feet)  COMP
 CZ0045  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 CZ0045
 CZ0045  VERT ORDER  -  FIRST     CLASS II
 CZ0045
 CZ0045.The horizontal coordinates were scaled from a topographic map and have
 CZ0045.an estimated accuracy of +/- 6 seconds.
 CZ0045
 CZ0045.The orthometric height was determined by differential leveling
 CZ0045.and adjusted in June 1991.
 CZ0045
 CZ0045.The geoid height was determined by GEOID03.
 CZ0045
 CZ0045.The dynamic height is computed by dividing the NAVD 88
 CZ0045.geopotential number by the normal gravity value computed on the
 CZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0045.degrees latitude (g = 980.6199 gals.).
 CZ0045
 CZ0045.The modeled gravity was interpolated from observed gravity values.
 CZ0045
 CZ0045;                    North         East    Units  Estimated Accuracy
 CZ0045;SPC AZ C     -   135,020.      303,960.      MT  (+/- 180 meters Scaled)
 CZ0045
 CZ0045                          SUPERSEDED SURVEY CONTROL
 CZ0045
 CZ0045  NGVD 29 (??/??/92)  740.199  (m)         2428.47   (f) ADJ UNCH    1 2
 CZ0045
 CZ0045.Superseded values are not recommended for survey control.
 CZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0045.See file dsdata.txt to determine how the superseded data were derived.
 CZ0045
 CZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA041641(NAD 83)
 CZ0045_MARKER: DB = BENCH MARK DISK
 CZ0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0045_SP_SET: BUILDING
 CZ0045_STAMPING: V 291 1951
 CZ0045_MARK LOGO: CGS   
 CZ0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ0045+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1999
 CZ0045
 CZ0045  HISTORY     - Date     Condition        Report By
 CZ0045  HISTORY     - 1951     MONUMENTED       CGS
 CZ0045  HISTORY     - 1979     GOOD             NGS
 CZ0045  HISTORY     - 19990304 GOOD             NGS
 CZ0045
 CZ0045                          STATION DESCRIPTION
 CZ0045
 CZ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0045'0.9 MI SE FROM TUCSON.
 CZ0045'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0045'RAILROAD STATION AT TUCSON, 0.1 MILE SOUTHEAST OF THE PARK AVE.
 CZ0045'CROSSING, SET VERTICALLY IN THE NORTHEAST CONCRETE FACE OF THE ARIZONA
 CZ0045'ICE AND COLD STORAGE CO BUILDING, 14.9 FEET SOUTHWEST OF THE SOUTHWEST
 CZ0045'RAIL OF A SIDE TRACK, 0.9 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 CZ0045'CONCRETE BUILDING, AND 3.0 FEET ABOVE GROUND.
 CZ0045
 CZ0045                          STATION RECOVERY (1979)
 CZ0045
 CZ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0045'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0045'RAILROAD STATION IN TUCSON, SET VERTICALLY IN THE NORTHEAST FACE OF
 CZ0045'THE CONCRETE FOUNDATION OF THE ARIZONA ICE AND COLD STORAGE COMPANY
 CZ0045'BUILDING, 100 FEET SOUTHEAST OF THE NORTH CORNER OF THE BRICK ADDITION
 CZ0045'TO THE BUILDING, 58 FEET SOUTHEAST OF THE NORTHWEST END OF THE DOCK,
 CZ0045'15.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE LOADING DOCK, 9.5
 CZ0045'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE DOCK AND 5 FEET NORTHWEST
 CZ0045'OF THE NORTHWEST END OF STEEL DOOR 2.  ACCESS TO THIS MARK IS TO BE
 CZ0045'HAD THROUGH A 15- BY 24-INCH STEEL PLATE LOCATED ON THE SOUTHEAST
 CZ0045'END OF THE CONCRETE LOADING DOCK AND IS 15 INCHES BELOW THE TOP LEVEL
 CZ0045'OF THE DOCK.
 CZ0045
 CZ0045                          STATION RECOVERY (1999)
 CZ0045
 CZ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ0045'IN TUCSON, SET VERTICALLY IN THE NORTHEAST FACE OF THE READY ICE
 CZ0045'COMPANY BUILDING AT 1000 EAST 17TH STREET, 17.1 M (56.1 FT) SOUTHWEST
 CZ0045'OF THE NEAR RAIL OF THE MAIN TRACK OF THE UNION PACIFIC RAILROAD, 4.6
 CZ0045'M (15.1 FT) NORTHWEST OF THE SOUTHEAST END OF A LOADING DOCK, 2.9 M
 CZ0045'(9.5 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE DOCK, 1.5 M (4.9 FT)
 CZ0045'ABOVE THE LEVEL OF THE TRACKS, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 CZ0045'THE DOCK.  NOTE--ACCESS TO THE DISK IS THROUGH A 15 BY 24-INCH METAL
 CZ0045'PLATE.  THE MARK IS ON PROPERTY OWNED BY READY ICE COMPANY, 1000 EAST
 CZ0045'17TH STREET, TUCSON, AZ 85701, TELEPHONE NUMBER (520) 790-1986.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0902 ***********************************************************************
 CZ0902  DESIGNATION -  V 292
 CZ0902  PID         -  CZ0902
 CZ0902  STATE/COUNTY-  AZ/PIMA
 CZ0902  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0902
 CZ0902                         *CURRENT SURVEY CONTROL
 CZ0902  ___________________________________________________________________
 CZ0902* NAD 83(1986)-  32 26 02.     (N)    111 32 25.     (W)     SCALED    
 CZ0902* NAVD 88     -       768.29   (+/-2cm)    2520.6    (feet)  VERTCON   
 CZ0902  ___________________________________________________________________
 CZ0902  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0902
 CZ0902.The horizontal coordinates were scaled from a topographic map and have
 CZ0902.an estimated accuracy of +/- 6 seconds.
 CZ0902
 CZ0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0902.The vertical order pertains to the NGVD 29 superseded value.
 CZ0902
 CZ0902.The geoid height was determined by GEOID03.
 CZ0902
 CZ0902;                    North         East    Units  Estimated Accuracy
 CZ0902;SPC AZ C     -   159,040.      248,750.      MT  (+/- 180 meters Scaled)
 CZ0902
 CZ0902                          SUPERSEDED SURVEY CONTROL
 CZ0902
 CZ0902  NGVD 29 (??/??/92)  767.710  (m)         2518.73   (f) ADJ UNCH    2 0
 CZ0902
 CZ0902.Superseded values are not recommended for survey control.
 CZ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0902.See file dsdata.txt to determine how the superseded data were derived.
 CZ0902
 CZ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA492886(NAD 83)
 CZ0902_MARKER: DB = BENCH MARK DISK
 CZ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0902_STAMPING: V 292 1951
 CZ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0902+STABILITY: SURFACE MOTION
 CZ0902
 CZ0902  HISTORY     - Date     Condition        Report By
 CZ0902  HISTORY     - 1951     MONUMENTED       CGS
 CZ0902
 CZ0902                          STATION DESCRIPTION
 CZ0902
 CZ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0902'1.5 MI E FROM SILVER BELL CEMETERY.
 CZ0902'1.5 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0902'CEMETERY, 0.4 MILE NORTHEAST OF AN INTERSECTION WITH A GRAVEL ROAD
 CZ0902'LEADING EAST AND ONE SOUTH ACROSS THE WASH TO A MINE CAMP, 0.2 MILE
 CZ0902'EAST OF A GATE IN A NORTH-SOUTH FENCE ACROSS THE ROAD, AND ON THE
 CZ0902'OUTSIDE OF A WIDE HORSE SHOE TURN IN THE ROAD AT AN INTERSECTION WITH
 CZ0902'THE GRAVEL ROADS LEADING EAST-SOUTH TO THE OLD SILVER BELL MINE, 78
 CZ0902'1/2 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD LEADING EAST, 40
 CZ0902'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 2.5 FEET SOUTH OF THE
 CZ0902'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 CZ0902'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0574 ***********************************************************************
 CZ0574  DESIGNATION -  V 293
 CZ0574  PID         -  CZ0574
 CZ0574  STATE/COUNTY-  AZ/PIMA
 CZ0574  USGS QUAD   -  MARANA (1992)
 CZ0574
 CZ0574                         *CURRENT SURVEY CONTROL
 CZ0574  ___________________________________________________________________
 CZ0574* NAD 83(1986)-  32 24 31.     (N)    111 13 34.     (W)     SCALED    
 CZ0574* NAVD 88     -       613.93   (+/-2cm)    2014.2    (feet)  VERTCON   
 CZ0574  ___________________________________________________________________
 CZ0574  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CZ0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0574
 CZ0574.The horizontal coordinates were scaled from a topographic map and have
 CZ0574.an estimated accuracy of +/- 6 seconds.
 CZ0574
 CZ0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0574.The vertical order pertains to the NGVD 29 superseded value.
 CZ0574
 CZ0574.The geoid height was determined by GEOID03.
 CZ0574
 CZ0574;                    North         East    Units  Estimated Accuracy
 CZ0574;SPC AZ C     -   156,380.      278,320.      MT  (+/- 180 meters Scaled)
 CZ0574
 CZ0574                          SUPERSEDED SURVEY CONTROL
 CZ0574
 CZ0574  NGVD 29 (??/??/92)  613.341  (m)         2012.27   (f) ADJ UNCH    2 0
 CZ0574
 CZ0574.Superseded values are not recommended for survey control.
 CZ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0574.See file dsdata.txt to determine how the superseded data were derived.
 CZ0574
 CZ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA787857(NAD 83)
 CZ0574_MARKER: DB = BENCH MARK DISK
 CZ0574_SETTING: 0 = UNSPECIFIED SETTING
 CZ0574_STAMPING: V 293 1951
 CZ0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0574
 CZ0574  HISTORY     - Date     Condition        Report By
 CZ0574  HISTORY     - 1951     MONUMENTED       CGS
 CZ0574  HISTORY     - 1967     GOOD             USGS
 CZ0574
 CZ0574                          STATION DESCRIPTION
 CZ0574
 CZ0574'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0574'5.7 MI W FROM RILLITO.
 CZ0574'5.7 MILES WEST OF RILLITO FROM THE RAILROAD DEPOT AT RILLITO, GO SOUTH
 CZ0574'ON U.S. INTERSTATE 10, TO AVRA ROAD, TURN RIGHT (WEST) AND GO 5.5
 CZ0574'MILES TO A DIRT ROAD NORTH AT BEND IN ROAD, GO NORTH FOR 0.4 MILE TO A
 CZ0574'DIM ABANDONED ROAD LEADING EAST INTO ABANDONED AIRSTRIP.  GO EAST
 CZ0574'ABOUT 300 FEET TO BM ON LEFT (NORTH) SIDE OF ROAD.  BM IS ABOUT 32
 CZ0574'FEET NORTH OF ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0650 ***********************************************************************
 CZ0650  DESIGNATION -  V 294
 CZ0650  PID         -  CZ0650
 CZ0650  STATE/COUNTY-  AZ/PIMA
 CZ0650  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0650
 CZ0650                         *CURRENT SURVEY CONTROL
 CZ0650  ___________________________________________________________________
 CZ0650* NAD 83(1986)-  32 23 14.     (N)    111 22 09.     (W)     SCALED    
 CZ0650* NAVD 88     -       625.11   (+/-2cm)    2050.9    (feet)  VERTCON   
 CZ0650  ___________________________________________________________________
 CZ0650  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0650
 CZ0650.The horizontal coordinates were scaled from a topographic map and have
 CZ0650.an estimated accuracy of +/- 6 seconds.
 CZ0650
 CZ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0650.The vertical order pertains to the NGVD 29 superseded value.
 CZ0650
 CZ0650.The geoid height was determined by GEOID03.
 CZ0650
 CZ0650;                    North         East    Units  Estimated Accuracy
 CZ0650;SPC AZ C     -   153,930.      264,870.      MT  (+/- 180 meters Scaled)
 CZ0650
 CZ0650                          SUPERSEDED SURVEY CONTROL
 CZ0650
 CZ0650  NGVD 29 (??/??/92)  624.553  (m)         2049.05   (f) ADJ UNCH    2 0
 CZ0650
 CZ0650.Superseded values are not recommended for survey control.
 CZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0650.See file dsdata.txt to determine how the superseded data were derived.
 CZ0650
 CZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA652834(NAD 83)
 CZ0650_MARKER: DB = BENCH MARK DISK
 CZ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0650_STAMPING: V 294 1951
 CZ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0650+STABILITY: SURFACE MOTION
 CZ0650
 CZ0650  HISTORY     - Date     Condition        Report By
 CZ0650  HISTORY     - 1951     MONUMENTED       CGS
 CZ0650  HISTORY     - 1962     GOOD             NGS
 CZ0650
 CZ0650                          STATION DESCRIPTION
 CZ0650
 CZ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0650'20.2 MI W FROM CORTARO.
 CZ0650'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0650'CORTARO, THENCE 15.3 MILES WEST ALONG THE AVRA VALLEY ROAD, THENCE 1.2
 CZ0650'MILES NORTH ALONG A GRAVEL ROAD, 38.5 FEET EAST OF THE CENTER OF A
 CZ0650'GRAVEL ROAD, 2.9 FEET SOUTH OF A WHITE WITNESS POST, A BRONZE DISK SET
 CZ0650'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0608 ***********************************************************************
 CZ0608  DESIGNATION -  V 295
 CZ0608  PID         -  CZ0608
 CZ0608  STATE/COUNTY-  AZ/PIMA
 CZ0608  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0608
 CZ0608                         *CURRENT SURVEY CONTROL
 CZ0608  ___________________________________________________________________
 CZ0608* NAD 83(1986)-  32 25 05.     (N)    111 24 46.     (W)     SCALED    
 CZ0608* NAVD 88     -       650.06   (+/-2cm)    2132.7    (feet)  VERTCON   
 CZ0608  ___________________________________________________________________
 CZ0608  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0608
 CZ0608.The horizontal coordinates were scaled from a topographic map and have
 CZ0608.an estimated accuracy of +/- 6 seconds.
 CZ0608
 CZ0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0608.The vertical order pertains to the NGVD 29 superseded value.
 CZ0608
 CZ0608.The geoid height was determined by GEOID03.
 CZ0608
 CZ0608;                    North         East    Units  Estimated Accuracy
 CZ0608;SPC AZ C     -   157,330.      260,750.      MT  (+/- 180 meters Scaled)
 CZ0608
 CZ0608                          SUPERSEDED SURVEY CONTROL
 CZ0608
 CZ0608  NGVD 29 (??/??/92)  649.509  (m)         2130.93   (f) ADJ UNCH    2 0
 CZ0608
 CZ0608.Superseded values are not recommended for survey control.
 CZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0608.See file dsdata.txt to determine how the superseded data were derived.
 CZ0608
 CZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA611868(NAD 83)
 CZ0608_MARKER: DB = BENCH MARK DISK
 CZ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0608_STAMPING: V 295 1951
 CZ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0608+STABILITY: SURFACE MOTION
 CZ0608
 CZ0608  HISTORY     - Date     Condition        Report By
 CZ0608  HISTORY     - 1951     MONUMENTED       CGS
 CZ0608
 CZ0608                          STATION DESCRIPTION
 CZ0608
 CZ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0608'20.2 MI W FROM RILLITO.
 CZ0608'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0608'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0608'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.8
 CZ0608'MILES WEST ACROSS THE MARANA NO. 2 AIRPORT ALONG SILVER BELL ROAD,
 CZ0608'THENCE 1.9 MILES SOUTH ALONG A TRACK ROAD, 0.7 MILE NORTHEAST OF EL
 CZ0608'PASO NATURAL GAS LINE, 0.3 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE
 CZ0608'ROAD, ON THE SOUTH SLOPE OF A SMALL RIDGE, 65 1/2 FEET NORTHWEST OF
 CZ0608'THE CENTER LINE OF THE MAIN ROAD, 2 FEET NORTHEAST OF A WITNESS POST,
 CZ0608'2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0608'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0817 ***********************************************************************
 CZ0817  DESIGNATION -  V 296
 CZ0817  PID         -  CZ0817
 CZ0817  STATE/COUNTY-  AZ/PIMA
 CZ0817  USGS QUAD   -  BROWN MOUNTAIN (1992)
 CZ0817
 CZ0817                         *CURRENT SURVEY CONTROL
 CZ0817  ___________________________________________________________________
 CZ0817* NAD 83(1986)-  32 08 12.     (N)    111 10 20.     (W)     SCALED    
 CZ0817* NAVD 88     -       737.12   (+/-2cm)    2418.4    (feet)  VERTCON   
 CZ0817  ___________________________________________________________________
 CZ0817  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CZ0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0817
 CZ0817.This mark is at Ryan Field Airport (RYN)
 CZ0817
 CZ0817.The horizontal coordinates were scaled from a topographic map and have
 CZ0817.an estimated accuracy of +/- 6 seconds.
 CZ0817
 CZ0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0817.The vertical order pertains to the NGVD 29 superseded value.
 CZ0817
 CZ0817.The geoid height was determined by GEOID03.
 CZ0817
 CZ0817;                    North         East    Units  Estimated Accuracy
 CZ0817;SPC AZ C     -   126,260.      283,590.      MT  (+/- 180 meters Scaled)
 CZ0817
 CZ0817                          SUPERSEDED SURVEY CONTROL
 CZ0817
 CZ0817  NGVD 29 (??/??/92)  736.439  (m)         2416.13   (f) ADJ UNCH    2 0
 CZ0817
 CZ0817.Superseded values are not recommended for survey control.
 CZ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0817.See file dsdata.txt to determine how the superseded data were derived.
 CZ0817
 CZ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA837555(NAD 83)
 CZ0817_MARKER: DB = BENCH MARK DISK
 CZ0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0817_SP_SET: FOUNDATION
 CZ0817_STAMPING: V 296 1951
 CZ0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0817
 CZ0817  HISTORY     - Date     Condition        Report By
 CZ0817  HISTORY     - 1951     MONUMENTED       CGS
 CZ0817  HISTORY     - 1979     GOOD             LOCSUR
 CZ0817  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 CZ0817
 CZ0817                          STATION DESCRIPTION
 CZ0817
 CZ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0817'12.7 MI SW FROM TUCSON.
 CZ0817'12.7 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, ALONG
 CZ0817'STATE HIGHWAY 86 TO THE MAIN ENTRANCE TO THE RYAN AIRPORT, THENCE 0.2
 CZ0817'MILE NORTHWEST OF THE ENTRANCE TO THE AIRPORT, SET VERTICALLY IN THE
 CZ0817'EAST END OF THE NORTH FACE OF THE NORTH FOUNDATION SUPPORTING THE HIGH
 CZ0817'PRESSURE WATER TANK AT THE RYAN FIELD AIRPORT, 99 FEET SOUTHEAST OF
 CZ0817'THE SOUTHWEST CORNER OF THE WEST HANGER WITH A CONTROL TOWER, 45 FEET
 CZ0817'NORTH OF A COVERED WATER RESERVOIR, 0.7 FOOT WEST OF THE NORTHEAST
 CZ0817'CORNER OF THE NORTH FOUNDATION, AND ABOUT 0.7 FOOT ABOVE THE GROUND.
 CZ0817
 CZ0817                          STATION RECOVERY (1979)
 CZ0817
 CZ0817'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CZ0817'RECOVERED IN GOOD CONDITION.
 CZ0817
 CZ0817                          STATION RECOVERY (1999)
 CZ0817
 CZ0817'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1231 ***********************************************************************
 CZ1231  DESIGNATION -  V 297
 CZ1231  PID         -  CZ1231
 CZ1231  STATE/COUNTY-  AZ/PINAL
 CZ1231  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1231
 CZ1231                         *CURRENT SURVEY CONTROL
 CZ1231  ___________________________________________________________________
 CZ1231* NAD 83(1986)-  32 37 00.     (N)    111 57 43.     (W)     SCALED    
 CZ1231* NAVD 88     -       475.25   (+/-2cm)    1559.2    (feet)  VERTCON   
 CZ1231  ___________________________________________________________________
 CZ1231  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 CZ1231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1231
 CZ1231.The horizontal coordinates were scaled from a topographic map and have
 CZ1231.an estimated accuracy of +/- 6 seconds.
 CZ1231
 CZ1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1231.The vertical order pertains to the NGVD 29 superseded value.
 CZ1231
 CZ1231.The geoid height was determined by GEOID03.
 CZ1231
 CZ1231;                    North         East    Units  Estimated Accuracy
 CZ1231;SPC AZ C     -   179,250.      209,110.      MT  (+/- 180 meters Scaled)
 CZ1231
 CZ1231                          SUPERSEDED SURVEY CONTROL
 CZ1231
 CZ1231  NGVD 29 (??/??/92)  474.646  (m)         1557.23   (f) ADJ UNCH    2 0
 CZ1231
 CZ1231.Superseded values are not recommended for survey control.
 CZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1231.See file dsdata.txt to determine how the superseded data were derived.
 CZ1231
 CZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB097092(NAD 83)
 CZ1231_MARKER: DB = BENCH MARK DISK
 CZ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1231_STAMPING: V 297 1951
 CZ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1231+STABILITY: SURFACE MOTION
 CZ1231
 CZ1231  HISTORY     - Date     Condition        Report By
 CZ1231  HISTORY     - 1951     MONUMENTED       CGS
 CZ1231
 CZ1231                          STATION DESCRIPTION
 CZ1231
 CZ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1231'3.9 MI NE FROM QUAJOTE.
 CZ1231'3.9 MILES NORTH ALONG A TRACK ROAD FROM THE WINDMILL AT THE INDIAN
 CZ1231'VILLAGE AT QUAJOTE, ON A WATER SOAKED FLAT COVERED WITH MESQUITE 0.1
 CZ1231'MILE NORTH OF A POINT WHERE THE ROAD CROSSES SEVERAL SANDY WASHES, 30
 CZ1231'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A WITNESS
 CZ1231'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 CZ1231'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0631 ***********************************************************************
 DA0631  DESIGNATION -  V 298
 DA0631  PID         -  DA0631
 DA0631  STATE/COUNTY-  AZ/MARICOPA
 DA0631  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0631
 DA0631                         *CURRENT SURVEY CONTROL
 DA0631  ___________________________________________________________________
 DA0631* NAD 83(1986)-  32 47 27.     (N)    112 35 15.     (W)     SCALED    
 DA0631* NAVD 88     -       415.94   (+/-2cm)    1364.6    (feet)  VERTCON   
 DA0631  ___________________________________________________________________
 DA0631  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DA0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0631
 DA0631.The horizontal coordinates were scaled from a topographic map and have
 DA0631.an estimated accuracy of +/- 6 seconds.
 DA0631
 DA0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0631.The vertical order pertains to the NGVD 29 superseded value.
 DA0631
 DA0631.The geoid height was determined by GEOID03.
 DA0631
 DA0631;                    North         East    Units  Estimated Accuracy
 DA0631;SPC AZ C     -   198,760.      150,530.      MT  (+/- 180 meters Scaled)
 DA0631
 DA0631                          SUPERSEDED SURVEY CONTROL
 DA0631
 DA0631  NGVD 29 (??/??/92)  415.280  (m)         1362.46   (f) ADJ UNCH    2 0
 DA0631
 DA0631.Superseded values are not recommended for survey control.
 DA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0631.See file dsdata.txt to determine how the superseded data were derived.
 DA0631
 DA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB513292(NAD 83)
 DA0631_MARKER: DB = BENCH MARK DISK
 DA0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0631_STAMPING: V 298 1951
 DA0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0631+STABILITY: SURFACE MOTION
 DA0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0631+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0631
 DA0631  HISTORY     - Date     Condition        Report By
 DA0631  HISTORY     - 1951     MONUMENTED       CGS
 DA0631  HISTORY     - 1980     GOOD             USGS
 DA0631  HISTORY     - 20090206 GOOD             GEOCAC
 DA0631
 DA0631                          STATION DESCRIPTION
 DA0631
 DA0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0631'14.6 MI SE FROM GILA BEND.
 DA0631'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0631'COMPANY RAILROAD STATION AT GILA, THENCE 1.9 MILES SOUTH ALONG A
 DA0631'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0631'SOUTH ALONG A TRACK ROAD, THENCE 10.6 MILES SOUTHEAST ALONG A TRACK
 DA0631'ROAD, 0.45 MILE WEST OF THE CROSSING OF A 100 FEET WIDE WASH, ABOUT 17
 DA0631'YARDS SOUTHEAST OF A POINT WHERE THE ROAD CROSSES A WASH, 32 FEET
 DA0631'SOUTHWEST OF A GIANT SAGAARO CACTUS AT THE EDGE OF THE ROAD, 28 FEET
 DA0631'SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A WITNESS POST,
 DA0631'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0631'GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 DA0631
 DA0631                          STATION RECOVERY (1980)
 DA0631
 DA0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0631'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0631'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0631'NENEMILE WELL, HENCE PROCEED EAST AND SE ON TRACK ROAD FOR 6.3 MILES
 DA0631'TO BM ON SOUTH. BM IS ABOUT 50 FT SE OF A POINT WHER TRACK ROAD
 DA0631'CROSSES A WASH, 32 FT SW OF A GIANT SAGURARO CACTUS AT THE EDGE OF
 DA0631'ROAD, 28 FT SOUTH OF THE CENTER OF ROAD, 1.6 FEET WEST OF A 4X4
 DA0631'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT AND
 DA0631'ABOUT 1.5 FT HIGHER THAN THE ROAD.
 DA0631
 DA0631                          STATION RECOVERY (2009)
 DA0631
 DA0631'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0631'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0631'THE DESCRIPTION - THE ARE MANY SAGUARO IN THE AREA. THE MARK IS
 DA0631'LOCATED IN AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR). VISIT THE
 DA0631'BMGR TO OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT IS OBTAINED
 DA0631'CALL THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON EXITING THE
 DA0631'AREA. HANDHELD COORDINATES
 DA0631'32 47 26.7 (N)   112 35 13.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1374 ***********************************************************************
 CZ1374  DESIGNATION -  V 299
 CZ1374  PID         -  CZ1374
 CZ1374  STATE/COUNTY-  AZ/PINAL
 CZ1374  USGS QUAD   -  ELOY NW (1981)
 CZ1374
 CZ1374                         *CURRENT SURVEY CONTROL
 CZ1374  ___________________________________________________________________
 CZ1374* NAD 83(1986)-  32 39 10.     (N)    111 42 11.     (W)     SCALED    
 CZ1374* NAVD 88     -       473.48   (+/-2cm)    1553.4    (feet)  VERTCON   
 CZ1374  ___________________________________________________________________
 CZ1374  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1374
 CZ1374.The horizontal coordinates were scaled from a topographic map and have
 CZ1374.an estimated accuracy of +/- 6 seconds.
 CZ1374
 CZ1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1374.The vertical order pertains to the NGVD 29 superseded value.
 CZ1374
 CZ1374.The geoid height was determined by GEOID03.
 CZ1374
 CZ1374;                    North         East    Units  Estimated Accuracy
 CZ1374;SPC AZ C     -   183,270.      233,400.      MT  (+/- 180 meters Scaled)
 CZ1374
 CZ1374                          SUPERSEDED SURVEY CONTROL
 CZ1374
 CZ1374  NGVD 29 (??/??/92)  472.913  (m)         1551.55   (f) ADJ UNCH    2 0
 CZ1374
 CZ1374.Superseded values are not recommended for survey control.
 CZ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1374.See file dsdata.txt to determine how the superseded data were derived.
 CZ1374
 CZ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB340130(NAD 83)
 CZ1374_MARKER: DB = BENCH MARK DISK
 CZ1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1374_STAMPING: V 299 1952
 CZ1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1374+STABILITY: SURFACE MOTION
 CZ1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1374+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1374
 CZ1374  HISTORY     - Date     Condition        Report By
 CZ1374  HISTORY     - 1952     MONUMENTED       CGS
 CZ1374  HISTORY     - 1966     GOOD             NGS
 CZ1374  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1374
 CZ1374                          STATION DESCRIPTION
 CZ1374
 CZ1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1374'9.4 MI SE FROM WHITE HORSE PASS.
 CZ1374'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1374'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1374'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.7 MILES EAST ALONG
 CZ1374'A TRACK ROAD, THENCE 2.4 MILES SOUTHEAST ALONG A DIM TRACK ROAD, 1.5
 CZ1374'MILES SOUTHEAST OF A GATE IN A NORTH-SOUTH FENCE LINE, ABOUT 0.35 MILE
 CZ1374'NORTHEAST OF A SMALL ROCK COVERED HILL, 17 FEET SOUTH OF THE CENTER
 CZ1374'LINE OF THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 CZ1374'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1374'LEVEL WITH THE ROAD.
 CZ1374
 CZ1374                          STATION RECOVERY (1966)
 CZ1374
 CZ1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1374'RECOVERED IN GOOD CONDITION.
 CZ1374
 CZ1374                          STATION RECOVERY (2008)
 CZ1374
 CZ1374'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1374'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1374'39.188' W111 42.192'. AN UPDATE TO THE TO-REACH FOLLOWS. FROM THE
 CZ1374'SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND GIN ROAD 9.11 MILES
 CZ1374'TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON HARMON ROAD 1.91
 CZ1374'MILES TO A TRACK ROAD SOUTH, TURN SOUTH AND FOLLOW THE CURVING TRACK
 CZ1374'ROAD ABOUT 1.68 MILES SOUTH TO THE STATION SITE AND THE MARK ON THE
 CZ1374'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0463 ***********************************************************************
 ES0463  DESIGNATION -  V 30
 ES0463  PID         -  ES0463
 ES0463  STATE/COUNTY-  AZ/YAVAPAI
 ES0463  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0463
 ES0463                         *CURRENT SURVEY CONTROL
 ES0463  ___________________________________________________________________
 ES0463* NAD 83(1986)-  34 35 14.     (N)    111 53 13.     (W)     SCALED    
 ES0463* NAVD 88     -       959.957  (meters)    3149.46   (feet)  ADJUSTED  
 ES0463  ___________________________________________________________________
 ES0463  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ES0463  DYNAMIC HT  -         958.744 (meters)    3145.48  (feet)  COMP
 ES0463  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 ES0463
 ES0463  VERT ORDER  -  FIRST     CLASS II
 ES0463
 ES0463.The horizontal coordinates were scaled from a topographic map and have
 ES0463.an estimated accuracy of +/- 6 seconds.
 ES0463
 ES0463.The orthometric height was determined by differential leveling
 ES0463.and adjusted in June 1991.
 ES0463.WARNING-Repeat measurements at this control monument indicate possible
 ES0463.vertical movement.
 ES0463
 ES0463.The geoid height was determined by GEOID03.
 ES0463
 ES0463.The dynamic height is computed by dividing the NAVD 88
 ES0463.geopotential number by the normal gravity value computed on the
 ES0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0463.degrees latitude (g = 980.6199 gals.).
 ES0463
 ES0463.The modeled gravity was interpolated from observed gravity values.
 ES0463
 ES0463;                    North         East    Units  Estimated Accuracy
 ES0463;SPC AZ C     -   397,790.      216,090.      MT  (+/- 180 meters Scaled)
 ES0463
 ES0463                          SUPERSEDED SURVEY CONTROL
 ES0463
 ES0463  NGVD 29 (??/??/92)  959.231  (m)         3147.08   (f) ADJ UNCH    1 2
 ES0463
 ES0463.Superseded values are not recommended for survey control.
 ES0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0463.See file dsdata.txt to determine how the superseded data were derived.
 ES0463
 ES0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD186276(NAD 83)
 ES0463_MARKER: DB = BENCH MARK DISK
 ES0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0463_SP_SET: BASE
 ES0463_STAMPING: 3147.077 V 30 1933
 ES0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0463
 ES0463  HISTORY     - Date     Condition        Report By
 ES0463  HISTORY     - 1933     MONUMENTED       CGS
 ES0463  HISTORY     - 1960     GOOD             NGS
 ES0463  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0463
 ES0463                          STATION DESCRIPTION
 ES0463
 ES0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0463'3.1 MI NW FROM CAMP VERDE.
 ES0463'2.4 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM CAMP
 ES0463'VERDE, 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM ITS JUNCTION
 ES0463'WITH STATE HIGHWAY 79, 500 FEET SOUTH OF A WASH, ON THE OUTSIDE OF A
 ES0463'CURVE, AT THE NORTHEAST BASE OF A KNOLL, 60 FEET NORTHEAST OF THE
 ES0463'CENTERLINE OF THE HIGHWAY, 16 FEET NORTH OF A FENCE CORNER AND 5 FEET
 ES0463'LOWER THAN THE HIGHWAY.
 ES0463
 ES0463                          STATION RECOVERY (1982)
 ES0463
 ES0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0463'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0012 ***********************************************************************
 GP0012  DESIGNATION -  V 30
 GP0012  PID         -  GP0012
 GP0012  STATE/COUNTY-  AZ/NAVAJO
 GP0012  USGS QUAD   -  TSEYI-HATSOSI (1988)
 GP0012
 GP0012                         *CURRENT SURVEY CONTROL
 GP0012  ___________________________________________________________________
 GP0012* NAD 83(1986)-  36 50 42.     (N)    110 16 00.     (W)     SCALED    
 GP0012* NAVD 88     -      1662.497  (meters)    5454.38   (feet)  ADJUSTED  
 GP0012  ___________________________________________________________________
 GP0012  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GP0012  DYNAMIC HT  -        1660.536 (meters)    5447.94  (feet)  COMP
 GP0012  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 GP0012
 GP0012  VERT ORDER  -  FIRST     CLASS II
 GP0012
 GP0012.The horizontal coordinates were scaled from a topographic map and have
 GP0012.an estimated accuracy of +/- 6 seconds.
 GP0012
 GP0012.The orthometric height was determined by differential leveling
 GP0012.and adjusted in June 1991.
 GP0012
 GP0012.The geoid height was determined by GEOID03.
 GP0012
 GP0012.The dynamic height is computed by dividing the NAVD 88
 GP0012.geopotential number by the normal gravity value computed on the
 GP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0012.degrees latitude (g = 980.6199 gals.).
 GP0012
 GP0012.The modeled gravity was interpolated from observed gravity values.
 GP0012
 GP0012;                    North         East    Units  Estimated Accuracy
 GP0012;SPC AZ E     -   648,280.      204,440.      MT  (+/- 180 meters Scaled)
 GP0012
 GP0012                          SUPERSEDED SURVEY CONTROL
 GP0012
 GP0012  NGVD 29 (??/??/92) 1661.568  (m)         5451.33   (f) ADJ UNCH    1 2
 GP0012
 GP0012.Superseded values are not recommended for survey control.
 GP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0012.See file dsdata.txt to determine how the superseded data were derived.
 GP0012
 GP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF653779(NAD 83)
 GP0012_MARKER: DB = BENCH MARK DISK
 GP0012_SETTING: 66 = SET IN ROCK OUTCROP
 GP0012_SP_SET: OUTCORP
 GP0012_STAMPING: 5451.328 V 30 1933
 GP0012_MARK LOGO: CGS   
 GP0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0012
 GP0012  HISTORY     - Date     Condition        Report By
 GP0012  HISTORY     - 1933     MONUMENTED       CGS
 GP0012  HISTORY     - 1934     GOOD             NGS
 GP0012  HISTORY     - 1983     GOOD             NGS
 GP0012
 GP0012                          STATION DESCRIPTION
 GP0012
 GP0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0012'10.3 MI NE FROM KAYENTA.
 GP0012'10.3 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0012'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, AT THE CREST OF A
 GP0012'RISE, AT THE MIDDLE OF A GROUP OF SANDSTONE OUTCROPS ON THE SOUTHWEST
 GP0012'RIM OF A DRAW, 160 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND
 GP0012'IN THE CENTER OF THE TOP OF A 10- BY 12-FOOT OUTCROP.  A STANDARD
 GP0012'DISK, STAMPED 5451.328 V 30 1933.
 GP0012
 GP0012                          STATION RECOVERY (1983)
 GP0012
 GP0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0012'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.1 KM
 GP0012'(11.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM ITS JUNCTION WITH
 GP0012'U.S. HIGHWAY 160 IN KAYENTA, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST
 GP0012'405, IN THE SOUTHERN 1/4 OF A 12- BY 30-FOOT EXPOSED AREA OF
 GP0012'OUTCROPPING BEDROCK, 117.0 METERS (445.6 FT) NORTHEAST OF THE
 GP0012'CENTERLINE OF THE HIGHWAY, 81.1 METERS (266.0 FT) EAST OF THE CENTER
 GP0012'OF A DIRT ROAD LEADING NORTH, 11.0 METERS (36.1 FT) NORTH OF THE
 GP0012'CENTER OF A TRACK ROAD, 2.5 METERS (8.2 FT) NORTH OF THE SOUTH EDGE OF
 GP0012'THE OUTCROP, AND 1.4 METERS (4.6 FT) EAST OF THE WEST EDGE OF THE
 GP0012'OUTCROP.
 GP0012'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0012'THE MARK IS 1.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0156 ***********************************************************************
 DA0156  DESIGNATION -  V 300
 DA0156  PID         -  DA0156
 DA0156  STATE/COUNTY-  AZ/MARICOPA
 DA0156  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0156
 DA0156                         *CURRENT SURVEY CONTROL
 DA0156  ___________________________________________________________________
 DA0156* NAD 83(1986)-  32 48 24.     (N)    112 14 36.     (W)     SCALED    
 DA0156* NAVD 88     -       554.71   (+/-2cm)    1819.9    (feet)  VERTCON   
 DA0156  ___________________________________________________________________
 DA0156  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DA0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0156
 DA0156.The horizontal coordinates were scaled from a topographic map and have
 DA0156.an estimated accuracy of +/- 6 seconds.
 DA0156
 DA0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0156.The vertical order pertains to the NGVD 29 superseded value.
 DA0156
 DA0156.The geoid height was determined by GEOID03.
 DA0156
 DA0156;                    North         East    Units  Estimated Accuracy
 DA0156;SPC AZ C     -   200,360.      182,770.      MT  (+/- 180 meters Scaled)
 DA0156
 DA0156                          SUPERSEDED SURVEY CONTROL
 DA0156
 DA0156  NGVD 29 (??/??/92)  554.058  (m)         1817.77   (f) ADJ UNCH    2 0
 DA0156
 DA0156.Superseded values are not recommended for survey control.
 DA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0156.See file dsdata.txt to determine how the superseded data were derived.
 DA0156
 DA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB835305(NAD 83)
 DA0156_MARKER: DB = BENCH MARK DISK
 DA0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0156_STAMPING: V 300 1952
 DA0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0156+STABILITY: SURFACE MOTION
 DA0156
 DA0156  HISTORY     - Date     Condition        Report By
 DA0156  HISTORY     - 1952     MONUMENTED       CGS
 DA0156  HISTORY     - 1968     GOOD             DOD
 DA0156
 DA0156                          STATION DESCRIPTION
 DA0156
 DA0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0156'28.2 MI E FROM GILA.
 DA0156'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0156'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 2.6 MILES SOUTH
 DA0156'ALONG A DIM TRACK ROAD.  ON THE EAST SIDE OF VEKOL WASH, AT THE J.V.
 DA0156'PACE RANCH HOUSE, 59.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DA0156'CONCRETE BLOCK HOUSE, 47 FEET SOUTHEAST OF THE CENTER OF A ROAD
 DA0156'JUNCTION, AND 1.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 DA0156'STANDARD DISK, STAMPED V 300 1952 AND SET IN THE TOP OF A CONCRETE
 DA0156'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 DA0156
 DA0156                          STATION RECOVERY (1968)
 DA0156
 DA0156'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 DA0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0413 ***********************************************************************
 CG0413  DESIGNATION -  V 301
 CG0413  PID         -  CG0413
 CG0413  STATE/COUNTY-  AZ/PIMA
 CG0413  USGS QUAD   -  PALO ALTO RANCH (1979)
 CG0413
 CG0413                         *CURRENT SURVEY CONTROL
 CG0413  ___________________________________________________________________
 CG0413* NAD 83(1986)-  31 53 13.     (N)    111 23 38.     (W)     SCALED    
 CG0413* NAVD 88     -       891.35   (+/-2cm)    2924.4    (feet)  VERTCON   
 CG0413  ___________________________________________________________________
 CG0413  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CG0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0413
 CG0413.The horizontal coordinates were scaled from a topographic map and have
 CG0413.an estimated accuracy of +/- 6 seconds.
 CG0413
 CG0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0413.The vertical order pertains to the NGVD 29 superseded value.
 CG0413
 CG0413.The geoid height was determined by GEOID03.
 CG0413
 CG0413;                    North         East    Units  Estimated Accuracy
 CG0413;SPC AZ C     -    98,450.      262,820.      MT  (+/- 180 meters Scaled)
 CG0413
 CG0413                          SUPERSEDED SURVEY CONTROL
 CG0413
 CG0413  NGVD 29 (??/??/92)  890.623  (m)         2921.99   (f) ADJ UNCH    2 0
 CG0413
 CG0413.Superseded values are not recommended for survey control.
 CG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0413.See file dsdata.txt to determine how the superseded data were derived.
 CG0413
 CG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA627279(NAD 83)
 CG0413_MARKER: DB = BENCH MARK DISK
 CG0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0413_STAMPING: V 301 1951
 CG0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0413+STABILITY: SURFACE MOTION
 CG0413
 CG0413  HISTORY     - Date     Condition        Report By
 CG0413  HISTORY     - 1951     MONUMENTED       CGS
 CG0413  HISTORY     - 1974     GOOD             USGS
 CG0413  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0413
 CG0413                          STATION DESCRIPTION
 CG0413
 CG0413'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CG0413'14.6 MI S FROM THREE POINTS.
 CG0413'14.6 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0413'ALONG A PAVED ROAD LEADING SOUTH TO SASABE, 0.4 MILE EAST OF THE PALO
 CG0413'ALTO RANCH, 199 FEET SOUTH OF THE CENTER OF A WASH ACROSS THE ROAD, 80
 CG0413'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.1 FEET WEST OF THE
 CG0413'WITNESS POST, 0.8 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0413'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 CG0413
 CG0413                          STATION RECOVERY (2001)
 CG0413
 CG0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0413'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0715 ***********************************************************************
 CG0715  DESIGNATION -  V 302
 CG0715  PID         -  CG0715
 CG0715  STATE/COUNTY-  AZ/PIMA
 CG0715  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0715
 CG0715                         *CURRENT SURVEY CONTROL
 CG0715  ___________________________________________________________________
 CG0715* NAD 83(1986)-  31 33 57.     (N)    111 36 12.     (W)     SCALED    
 CG0715* NAVD 88     -      1196.17   (+/-2cm)    3924.4    (feet)  VERTCON   
 CG0715  ___________________________________________________________________
 CG0715  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CG0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0715
 CG0715.The horizontal coordinates were scaled from a topographic map and have
 CG0715.an estimated accuracy of +/- 6 seconds.
 CG0715
 CG0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0715.The vertical order pertains to the NGVD 29 superseded value.
 CG0715
 CG0715.The geoid height was determined by GEOID03.
 CG0715
 CG0715;                    North         East    Units  Estimated Accuracy
 CG0715;SPC AZ C     -    62,770.      243,100.      MT  (+/- 180 meters Scaled)
 CG0715
 CG0715                          SUPERSEDED SURVEY CONTROL
 CG0715
 CG0715  NGVD 29 (??/??/92) 1195.369  (m)         3921.81   (f) ADJ UNCH    2 0
 CG0715
 CG0715.Superseded values are not recommended for survey control.
 CG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0715.See file dsdata.txt to determine how the superseded data were derived.
 CG0715
 CG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV427924(NAD 83)
 CG0715_MARKER: DB = BENCH MARK DISK
 CG0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0715_STAMPING: V 302 1951
 CG0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0715+STABILITY: SURFACE MOTION
 CG0715
 CG0715  HISTORY     - Date     Condition        Report By
 CG0715  HISTORY     - 1951     MONUMENTED       CGS
 CG0715  HISTORY     - 1975     GOOD             USGS
 CG0715
 CG0715                          STATION DESCRIPTION
 CG0715
 CG0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0715'9.9 MI NW FROM SASABE.
 CG0715'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0715'SASABE, 4.3 MILES WEST ALONG A DIRT ROAD TO A GATE AND FENCE LINE,
 CG0715'THENCE 0.8 MILES SOUTH ALONG A DIRT ROAD, 28 1/2 FEET EAST OF THE
 CG0715'CENTER LINE OF THE ROAD, 2.1 FEET NORTHWEST OF A WITNESS POST, ABOUT 1
 CG0715'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0715'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0715
 CG0715                          STATION RECOVERY (1975)
 CG0715
 CG0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0715'SASABE, 3.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE, THENCE
 CG0715'2.7 MI W. ALONG DIRT RD. TO T-RD. N., THENCE 3.0 MI N. ALONG MAIN
 CG0715'DIRT RD. TO T-RD., THENCE 0.7 MI S. (LEFT) (0.2 MI N. OF PRESUMIDO
 CG0715'PASS). 34 FT E. OF CENTERLINE OF RD. SET IN TOP OF CONCRETE POST 0.2
 CG0715'FT ABOVE RD. 0.25 MI N. OF PRESUMIDO PASS. STANDARD DISK STAMPED V
 CG0715'302 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1302 ***********************************************************************
 CZ1302  DESIGNATION -  V 303
 CZ1302  PID         -  CZ1302
 CZ1302  STATE/COUNTY-  AZ/PINAL
 CZ1302  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1302
 CZ1302                         *CURRENT SURVEY CONTROL
 CZ1302  ___________________________________________________________________
 CZ1302* NAD 83(1986)-  32 41 25.     (N)    111 37 11.     (W)     SCALED    
 CZ1302* NAVD 88     -       479.561  (meters)    1573.36   (feet)  ADJUSTED  
 CZ1302  ___________________________________________________________________
 CZ1302  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ1302  DYNAMIC HT  -         478.953 (meters)    1571.37  (feet)  COMP
 CZ1302  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 CZ1302
 CZ1302  VERT ORDER  -  FIRST     CLASS II
 CZ1302
 CZ1302.The horizontal coordinates were scaled from a topographic map and have
 CZ1302.an estimated accuracy of +/- 6 seconds.
 CZ1302
 CZ1302.The orthometric height was determined by differential leveling
 CZ1302.and adjusted in November 1993.
 CZ1302
 CZ1302.The geoid height was determined by GEOID03.
 CZ1302
 CZ1302.The dynamic height is computed by dividing the NAVD 88
 CZ1302.geopotential number by the normal gravity value computed on the
 CZ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1302.degrees latitude (g = 980.6199 gals.).
 CZ1302
 CZ1302.The modeled gravity was interpolated from observed gravity values.
 CZ1302
 CZ1302;                    North         East    Units  Estimated Accuracy
 CZ1302;SPC AZ C     -   187,450.      241,200.      MT  (+/- 180 meters Scaled)
 CZ1302
 CZ1302                          SUPERSEDED SURVEY CONTROL
 CZ1302
 CZ1302  NGVD 29 (??/??/92)  481.662  (m)         1580.25   (f) ADJ UNCH    1 2
 CZ1302
 CZ1302.Superseded values are not recommended for survey control.
 CZ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1302.See file dsdata.txt to determine how the superseded data were derived.
 CZ1302
 CZ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB419171(NAD 83)
 CZ1302_MARKER: DB = BENCH MARK DISK
 CZ1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1302_SP_SET: CONCRETE POST
 CZ1302_STAMPING: V 303 1951
 CZ1302_MARK LOGO: CGS   
 CZ1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1302+STABILITY: SURFACE MOTION
 CZ1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1302+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1991
 CZ1302
 CZ1302  HISTORY     - Date     Condition        Report By
 CZ1302  HISTORY     - 1951     MONUMENTED       CGS
 CZ1302  HISTORY     - 1966     GOOD             DOD
 CZ1302  HISTORY     - 19911213 GOOD             NGS
 CZ1302  HISTORY     - 20061201 GOOD             GEOCAC
 CZ1302
 CZ1302                          STATION DESCRIPTION
 CZ1302
 CZ1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1302'7.2 MI S FROM TOLTEC.
 CZ1302'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1302'RAILROAD STATION AT TOLTEC, THENCE 7 MILES SOUTH ALONG THE TOLTEC
 CZ1302'HIGHWAY AT THE INTERSECTION OF AN EAST-WEST DIRT ROAD, AT THE CROSSING
 CZ1302'OF AN EAST-WEST POWER LINE, AT THE SOUTHEAST CORNER OF THE
 CZ1302'INTERSECTION, 112 FEET EAST OF THE CENTER LINE OF THE TOLTEC HIGHWAY,
 CZ1302'97.5 FEET EAST OF A 24 INCH  CORRUGATED METAL PIPE CULVERT UNDER THE
 CZ1302'HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 1.4 FEET
 CZ1302'WEST OF A POWER LINE POLE, 1.5 FEET EAST OF A WITNESS POST, AND ABOUT
 CZ1302'LEVEL WITH THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
 CZ1302'NOTE-- WITNESS POST MISSING AND MARK NO LONGER PROJECTS.
 CZ1302
 CZ1302                          STATION RECOVERY (1966)
 CZ1302
 CZ1302'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1302'RECOVERED IN GOOD CONDITION.
 CZ1302
 CZ1302                          STATION RECOVERY (1991)
 CZ1302
 CZ1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1302'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1302'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1302'THENCE 11.3 KM (7.00 MI) SOUTHERLY ALONG TOLTEC ROAD, 35.3 M (115.8
 CZ1302'FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE, 9.5 M (31.2 FT) SOUTH
 CZ1302'OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT) EAST OF A WITNESS POST,
 CZ1302'0.4 M (1.3 FT) WEST OF A UTILITY POLE, AND THE MONUMENT IS RECESSED
 CZ1302'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 CZ1302
 CZ1302                          STATION RECOVERY (2006)
 CZ1302
 CZ1302'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ1302'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ1302'THE DESCRIPTION   THE WITNESS POST IS MISSING. HANDHELD COORDINATES
 CZ1302'32 41 24.66 (N)   111 37 12.00 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1343 ***********************************************************************
 CZ1343  DESIGNATION -  V 304
 CZ1343  PID         -  CZ1343
 CZ1343  STATE/COUNTY-  AZ/PINAL
 CZ1343  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1343
 CZ1343                         *CURRENT SURVEY CONTROL
 CZ1343  ___________________________________________________________________
 CZ1343* NAD 83(1986)-  32 40 34.     (N)    111 32 02.     (W)     SCALED    
 CZ1343* NAVD 88     -       495.711  (meters)    1626.35   (feet)  ADJUSTED  
 CZ1343  ___________________________________________________________________
 CZ1343  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CZ1343  DYNAMIC HT  -         495.079 (meters)    1624.27  (feet)  COMP
 CZ1343  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 CZ1343
 CZ1343  VERT ORDER  -  FIRST     CLASS II
 CZ1343
 CZ1343.The horizontal coordinates were scaled from a topographic map and have
 CZ1343.an estimated accuracy of +/- 6 seconds.
 CZ1343
 CZ1343.The orthometric height was determined by differential leveling
 CZ1343.and adjusted in November 1993.
 CZ1343
 CZ1343.The geoid height was determined by GEOID03.
 CZ1343
 CZ1343.The dynamic height is computed by dividing the NAVD 88
 CZ1343.geopotential number by the normal gravity value computed on the
 CZ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1343.degrees latitude (g = 980.6199 gals.).
 CZ1343
 CZ1343.The modeled gravity was interpolated from observed gravity values.
 CZ1343
 CZ1343;                    North         East    Units  Estimated Accuracy
 CZ1343;SPC AZ C     -   185,900.      249,260.      MT  (+/- 180 meters Scaled)
 CZ1343
 CZ1343                          SUPERSEDED SURVEY CONTROL
 CZ1343
 CZ1343  NGVD 29 (??/??/92)  499.184  (m)         1637.74   (f) ADJ UNCH    1 2
 CZ1343
 CZ1343.Superseded values are not recommended for survey control.
 CZ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1343.See file dsdata.txt to determine how the superseded data were derived.
 CZ1343
 CZ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB499155(NAD 83)
 CZ1343_MARKER: DB = BENCH MARK DISK
 CZ1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1343_SP_SET: CONCRETE POST
 CZ1343_STAMPING: V 304 1951
 CZ1343_MARK LOGO: CGS   
 CZ1343_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1343+STABILITY: SURFACE MOTION
 CZ1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1343+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1343
 CZ1343  HISTORY     - Date     Condition        Report By
 CZ1343  HISTORY     - 1951     MONUMENTED       CGS
 CZ1343  HISTORY     - 1968     MARK NOT FOUND   NGS
 CZ1343  HISTORY     - 19911212 GOOD             NGS
 CZ1343
 CZ1343                          STATION DESCRIPTION
 CZ1343
 CZ1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1343'4.7 MI SW FROM PICACHO.
 CZ1343'2.7 MILES SOUTH ALONG PICACHO HIGHWAY FROM THE SOUTHERN PACIFIC
 CZ1343'RAILROAD STATION AT PICACHO, THENCE 2 MILES WEST ALONG HARMON ROAD, 1
 CZ1343'MILE EAST OF THE INTERSECTION WITH SUNSHINE BLVD., AT THE T JUNCTION
 CZ1343'OF A GRADED ROAD LEADING NORTH, AT THE SOUTHWEST CORNER OF A 6 FOOT
 CZ1343'HIGH FENCE AROUND THREE TRANSFORMERS FOR A WATER PUMP, 110 FEET WEST
 CZ1343'OF THE CENTER LINE OF A GRADED ROAD, 45 FEET NORTH OF A CENTER LINE OF
 CZ1343'HARMON ROAD, 2 FEET NORTH OF THE NORTH EDGE OF A CONCRETE LINED
 CZ1343'IRRIGATION CANAL, 1.6 FEET NORTHWEST OF THE SOUTHWEST FENCE CORNER,
 CZ1343'1.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1343'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROADS.
 CZ1343
 CZ1343                          STATION RECOVERY (1968)
 CZ1343
 CZ1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ1343'MARK NOT FOUND.
 CZ1343
 CZ1343                          STATION RECOVERY (1991)
 CZ1343
 CZ1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1343'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1343'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1343'THENCE 8.1 KM (5.05 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ1343'1.6 KM (1.00 MI) EASTERLY ALONG HARMON ROAD, 30.7 M (100.7 FT) WEST
 CZ1343'OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 14.4 M (47.2 FT)
 CZ1343'NORTH OF AND LEVEL WITH THE ROAD CENTER, 9.4 M (30.8 FT) SOUTHEAST OF
 CZ1343'THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR AN IRRIGATION WELL,
 CZ1343'6.0 M (19.7 FT) NORTHWEST OF A UTILITY LIGHT POLE, 0.6 M (2.0 FT)
 CZ1343'NORTH OF THE NORTH BANK OF AN IRRIGATION DITCH, 0.3 M (1.0 FT) SOUTH
 CZ1343'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0759 ***********************************************************************
 CG0759  DESIGNATION -  V 305
 CG0759  PID         -  CG0759
 CG0759  STATE/COUNTY-  AZ/PIMA
 CG0759  USGS QUAD   -  SAN MIGUEL (1984)
 CG0759
 CG0759                         *CURRENT SURVEY CONTROL
 CG0759  ___________________________________________________________________
 CG0759* NAD 83(1986)-  31 36 55.     (N)    111 45 40.     (W)     SCALED    
 CG0759* NAVD 88     -       772.50   (+/-2cm)    2534.4    (feet)  VERTCON   
 CG0759  ___________________________________________________________________
 CG0759  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 CG0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0759
 CG0759.The horizontal coordinates were scaled from a topographic map and have
 CG0759.an estimated accuracy of +/- 6 seconds.
 CG0759
 CG0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0759.The vertical order pertains to the NGVD 29 superseded value.
 CG0759
 CG0759.The geoid height was determined by GEOID03.
 CG0759
 CG0759;                    North         East    Units  Estimated Accuracy
 CG0759;SPC AZ C     -    68,220.      228,120.      MT  (+/- 180 meters Scaled)
 CG0759
 CG0759                          SUPERSEDED SURVEY CONTROL
 CG0759
 CG0759  NGVD 29 (??/??/92)  771.758  (m)         2532.01   (f) ADJ UNCH    2 0
 CG0759
 CG0759.Superseded values are not recommended for survey control.
 CG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0759.See file dsdata.txt to determine how the superseded data were derived.
 CG0759
 CG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV278980(NAD 83)
 CG0759_MARKER: DB = BENCH MARK DISK
 CG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0759_STAMPING: V 305 1952
 CG0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0759+STABILITY: SURFACE MOTION
 CG0759
 CG0759  HISTORY     - Date     Condition        Report By
 CG0759  HISTORY     - 1952     MONUMENTED       CGS
 CG0759
 CG0759                          STATION DESCRIPTION
 CG0759
 CG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0759'1.35 MI E FROM SAN MIGUEL.
 CG0759'1.35 MILES EAST ALONG A DIRT ROAD FROM THE QUEEN OF ANGLES MISSION
 CG0759'SCHOOL AT SAN MIGUEL, 1.15 MILES EAST OF THE INTERSECTION OF A GRAVEL
 CG0759'ROAD, 31 1/2 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 27 1/2
 CG0759'FEET NORTH OF THE CENTER OF A SMALL DRAIN, 1.9 FEET WEST OF A WITNESS
 CG0759'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0759'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0138 ***********************************************************************
 CH0138  DESIGNATION -  V 307
 CH0138  PID         -  CH0138
 CH0138  STATE/COUNTY-  AZ/PIMA
 CH0138  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0138
 CH0138                         *CURRENT SURVEY CONTROL
 CH0138  ___________________________________________________________________
 CH0138* NAD 83(1986)-  31 58 02.     (N)    113 00 45.     (W)     SCALED    
 CH0138* NAVD 88     -       363.54   (+/-2cm)    1192.7    (feet)  VERTCON   
 CH0138  ___________________________________________________________________
 CH0138  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 CH0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0138
 CH0138.The horizontal coordinates were scaled from a topographic map and have
 CH0138.an estimated accuracy of +/- 6 seconds.
 CH0138
 CH0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0138.The vertical order pertains to the NGVD 29 superseded value.
 CH0138
 CH0138.The geoid height was determined by GEOID03.
 CH0138
 CH0138;                    North         East    Units  Estimated Accuracy
 CH0138;SPC AZ C     -   107,760.      109,780.      MT  (+/- 180 meters Scaled)
 CH0138
 CH0138                          SUPERSEDED SURVEY CONTROL
 CH0138
 CH0138  NGVD 29 (??/??/92)  362.84   (m)         1190.4    (f) COMPUTED    2 0
 CH0138
 CH0138.Superseded values are not recommended for survey control.
 CH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0138.See file dsdata.txt to determine how the superseded data were derived.
 CH0138
 CH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA098385(NAD 83)
 CH0138_MARKER: DB = BENCH MARK DISK
 CH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0138_STAMPING: V 307 1952
 CH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0138+STABILITY: SURFACE MOTION
 CH0138
 CH0138  HISTORY     - Date     Condition        Report By
 CH0138  HISTORY     - 1952     MONUMENTED       CGS
 CH0138
 CH0138                          STATION DESCRIPTION
 CH0138
 CH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0138'16.8 MI N FROM LUKEVILLE.
 CH0138'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0138'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 CH0138'JUNCTION, THENCE 1.8 MILES NORTH ALONG THE BATES WELLS ROAD, IN A
 CH0138'TRIANGLE FORMED BY THE JUNCTION OF THE DRIPPING SPRINGS ROAD, 37 FEET
 CH0138'NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 35 FEET WEST OF THE EAST
 CH0138'ROAD OF THE TRIANGLE, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CH0138'NORTHWEST ROAD OF THE TRIANGLE, 2.2 FEET SOUTHWEST OF A WITNESS POST,
 CH0138'IN A CONCRETE POST PROJECTING 0.2 FEET, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0441 ***********************************************************************
 DA0441  DESIGNATION -  V 308
 DA0441  PID         -  DA0441
 DA0441  STATE/COUNTY-  AZ/PIMA
 DA0441  USGS QUAD   -  KINO PEAK (1990)
 DA0441
 DA0441                         *CURRENT SURVEY CONTROL
 DA0441  ___________________________________________________________________
 DA0441* NAD 83(1986)-  32 02 20.     (N)    112 56 29.     (W)     SCALED    
 DA0441* NAVD 88     -       468.37   (+/-2cm)    1536.6    (feet)  VERTCON   
 DA0441  ___________________________________________________________________
 DA0441  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0441
 DA0441.The horizontal coordinates were scaled from a topographic map and have
 DA0441.an estimated accuracy of +/- 6 seconds.
 DA0441
 DA0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0441.The vertical order pertains to the NGVD 29 superseded value.
 DA0441
 DA0441.The geoid height was determined by GEOID03.
 DA0441
 DA0441;                    North         East    Units  Estimated Accuracy
 DA0441;SPC AZ C     -   115,640.      116,580.      MT  (+/- 180 meters Scaled)
 DA0441
 DA0441                          SUPERSEDED SURVEY CONTROL
 DA0441
 DA0441  NGVD 29 (??/??/92)  467.648  (m)         1534.28   (f) ADJ UNCH    2 0
 DA0441
 DA0441.Superseded values are not recommended for survey control.
 DA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0441.See file dsdata.txt to determine how the superseded data were derived.
 DA0441
 DA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA166463(NAD 83)
 DA0441_MARKER: DB = BENCH MARK DISK
 DA0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0441_STAMPING: V 308 1952
 DA0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0441+STABILITY: SURFACE MOTION
 DA0441
 DA0441  HISTORY     - Date     Condition        Report By
 DA0441  HISTORY     - 1952     MONUMENTED       CGS
 DA0441
 DA0441                          STATION DESCRIPTION
 DA0441
 DA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0441'24.7 MI NW FROM LUKEVILLE.
 DA0441'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0441'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0441'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA0441'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0441'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 1.55 MILES
 DA0441'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, 41 1/2
 DA0441'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF THE WITNESS
 DA0441'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST
 DA0441'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0359 ***********************************************************************
 DA0359  DESIGNATION -  V 309
 DA0359  PID         -  DA0359
 DA0359  STATE/COUNTY-  AZ/PIMA
 DA0359  USGS QUAD   -  ARMENTA WELL (1990)
 DA0359
 DA0359                         *CURRENT SURVEY CONTROL
 DA0359  ___________________________________________________________________
 DA0359* NAD 83(1986)-  32 07 44.     (N)    112 46 03.     (W)     SCALED    
 DA0359* NAVD 88     -       556.365  (meters)    1825.34   (feet)  ADJUSTED  
 DA0359  ___________________________________________________________________
 DA0359  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DA0359  DYNAMIC HT  -         555.636 (meters)    1822.95  (feet)  COMP
 DA0359  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 DA0359
 DA0359  VERT ORDER  -  FIRST     CLASS II
 DA0359
 DA0359.The horizontal coordinates were scaled from a topographic map and have
 DA0359.an estimated accuracy of +/- 6 seconds.
 DA0359
 DA0359.The orthometric height was determined by differential leveling
 DA0359.and adjusted in June 1991.
 DA0359
 DA0359.The geoid height was determined by GEOID03.
 DA0359
 DA0359.The dynamic height is computed by dividing the NAVD 88
 DA0359.geopotential number by the normal gravity value computed on the
 DA0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0359.degrees latitude (g = 980.6199 gals.).
 DA0359
 DA0359.The modeled gravity was interpolated from observed gravity values.
 DA0359
 DA0359;                    North         East    Units  Estimated Accuracy
 DA0359;SPC AZ C     -   125,480.      133,080.      MT  (+/- 180 meters Scaled)
 DA0359
 DA0359                          SUPERSEDED SURVEY CONTROL
 DA0359
 DA0359  NGVD 29 (??/??/92)  555.629  (m)         1822.93   (f) ADJ UNCH    1 2
 DA0359
 DA0359.Superseded values are not recommended for survey control.
 DA0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0359.See file dsdata.txt to determine how the superseded data were derived.
 DA0359
 DA0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA332560(NAD 83)
 DA0359_MARKER: DB = BENCH MARK DISK
 DA0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0359_SP_SET: CULVERT
 DA0359_STAMPING: V 309 1952
 DA0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0359
 DA0359  HISTORY     - Date     Condition        Report By
 DA0359  HISTORY     - 1952     MONUMENTED       CGS
 DA0359  HISTORY     - 1953     GOOD             NGS
 DA0359  HISTORY     - 1981     GOOD             NGS
 DA0359  HISTORY     - 19990120 GOOD             USPSQD
 DA0359
 DA0359                          STATION DESCRIPTION
 DA0359
 DA0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0359'20.9 MI SE FROM AJO.
 DA0359'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0359'FROM THE STATION AT AJO, THENCE 10.75 MILES SOUTHEAST ALONG STATE
 DA0359'HIGHWAY 86, THENCE 10.0 MILES SOUTH ALONG THE SONOYTA-AJO HIGHWAY, 233
 DA0359'FEET SOUTH OF THE CENTER OF THE T JUNCTION OF A GRAVELED ROAD LEADING
 DA0359'EAST, AT A CONCRETE BOX CULVERT, IN THE TOP OF THE APPROXIMATE CENTER
 DA0359'OF THE EAST CONCRETE HEAD WALL, 16 1/2 FEET EAST OF THE CENTER LINE OF
 DA0359'THE HIGHWAY, 3.8 FEET NORTH OF THE SOUTH END OF THE HEAD WALL, AND
 DA0359'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 DA0359
 DA0359                          STATION RECOVERY (1981)
 DA0359
 DA0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0359'15.85 KM (9.85 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA0359'OF STATE HIGHWAY 86 IN WHY, 0.4 KM (0.25 MI) NORTHEAST OF HIGHWAY
 DA0359'MILEPOST 63, SET IN THE TOP CENTER OF THE SOUTHEAST CONCRETE HEADWALL
 DA0359'OF A CULVERT UNDER THE HIGHWAY, 5.0 M (16.5 FT) SOUTHEAST OF THE
 DA0359'CENTERLINE OF THE HIGHWAY, 71.0 M (233 FT) SOUTHWEST OF THE CENTERLINE
 DA0359'OF A DIRT ROAD LEADING SOUTHEAST.
 DA0359'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA0359
 DA0359                          STATION RECOVERY (1999)
 DA0359
 DA0359'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0504 ***********************************************************************
 ES0504  DESIGNATION -  V 31
 ES0504  PID         -  ES0504
 ES0504  STATE/COUNTY-  AZ/COCONINO
 ES0504  USGS QUAD   -  MUNDS PARK (1974)
 ES0504
 ES0504                         *CURRENT SURVEY CONTROL
 ES0504  ___________________________________________________________________
 ES0504* NAD 83(1986)-  34 54 38.     (N)    111 43 41.     (W)     SCALED    
 ES0504* NAVD 88     -      1392.405  (meters)    4568.25   (feet)  ADJUSTED  
 ES0504  ___________________________________________________________________
 ES0504  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 ES0504  DYNAMIC HT  -        1390.583 (meters)    4562.27  (feet)  COMP
 ES0504  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 ES0504
 ES0504  VERT ORDER  -  FIRST     CLASS II
 ES0504
 ES0504.The horizontal coordinates were scaled from a topographic map and have
 ES0504.an estimated accuracy of +/- 6 seconds.
 ES0504
 ES0504.The orthometric height was determined by differential leveling
 ES0504.and adjusted in June 1991.
 ES0504
 ES0504.The geoid height was determined by GEOID03.
 ES0504
 ES0504.The dynamic height is computed by dividing the NAVD 88
 ES0504.geopotential number by the normal gravity value computed on the
 ES0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0504.degrees latitude (g = 980.6199 gals.).
 ES0504
 ES0504.The modeled gravity was interpolated from observed gravity values.
 ES0504
 ES0504;                    North         East    Units  Estimated Accuracy
 ES0504;SPC AZ C     -   433,670.      230,600.      MT  (+/- 180 meters Scaled)
 ES0504
 ES0504                          SUPERSEDED SURVEY CONTROL
 ES0504
 ES0504  NGVD 29 (??/??/92) 1391.566  (m)         4565.50   (f) ADJ UNCH    1 2
 ES0504
 ES0504.Superseded values are not recommended for survey control.
 ES0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0504.See file dsdata.txt to determine how the superseded data were derived.
 ES0504
 ES0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD334633(NAD 83)
 ES0504_MARKER: DB = BENCH MARK DISK
 ES0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0504+STABILITY: SURFACE MOTION
 ES0504
 ES0504  HISTORY     - Date     Condition        Report By
 ES0504  HISTORY     - UNK      MONUMENTED       CGS
 ES0504  HISTORY     - 1933     GOOD             NGS
 ES0504  HISTORY     - 1967     MARK NOT FOUND   USGS
 ES0504  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0504  HISTORY     - 20070608 MARK NOT FOUND   GEOCAC
 ES0504
 ES0504                          STATION DESCRIPTION
 ES0504
 ES0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0504'4.8 MI N FROM SEDONA.
 ES0504'CONCRETE POST, AT SIDE OF HIGHWAY, IN CAMP GROUNDS AT INDIAN GARDENS
 ES0504'RESORT, 200 FEET SOUTHWEST OF WOOD TRUSS BRIDGE OVER OAK CREEK, 35
 ES0504'FEET EAST OF HIGHWAY CENTER-LINE.
 ES0504
 ES0504                          STATION RECOVERY (1967)
 ES0504
 ES0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 ES0504'MARK NOT FOUND.
 ES0504
 ES0504                          STATION RECOVERY (1982)
 ES0504
 ES0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0504'NOT RECOVERED.
 ES0504
 ES0504                          STATION RECOVERY (2007)
 ES0504
 ES0504'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 ES0504'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0032 ***********************************************************************
 GP0032  DESIGNATION -  V 31
 GP0032  PID         -  GP0032
 GP0032  STATE/COUNTY-  AZ/APACHE
 GP0032  USGS QUAD   -  CHILCHINBITO (1968)
 GP0032
 GP0032                         *CURRENT SURVEY CONTROL
 GP0032  ___________________________________________________________________
 GP0032* NAD 83(1986)-  36 30 58.     (N)    110 03 45.     (W)     SCALED    
 GP0032* NAVD 88     -      1802.866  (meters)    5914.90   (feet)  ADJUSTED  
 GP0032  ___________________________________________________________________
 GP0032  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 GP0032  DYNAMIC HT  -        1800.596 (meters)    5907.46  (feet)  COMP
 GP0032  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 GP0032
 GP0032  VERT ORDER  -  FIRST     CLASS II
 GP0032
 GP0032.The horizontal coordinates were scaled from a topographic map and have
 GP0032.an estimated accuracy of +/- 6 seconds.
 GP0032
 GP0032.The orthometric height was determined by differential leveling
 GP0032.and adjusted in June 1991.
 GP0032
 GP0032.The geoid height was determined by GEOID03.
 GP0032
 GP0032.The dynamic height is computed by dividing the NAVD 88
 GP0032.geopotential number by the normal gravity value computed on the
 GP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0032.degrees latitude (g = 980.6199 gals.).
 GP0032
 GP0032.The modeled gravity was interpolated from observed gravity values.
 GP0032
 GP0032;                    North         East    Units  Estimated Accuracy
 GP0032;SPC AZ E     -   611,780.      222,690.      MT  (+/- 180 meters Scaled)
 GP0032
 GP0032                          SUPERSEDED SURVEY CONTROL
 GP0032
 GP0032  NGVD 29 (??/??/92) 1801.907  (m)         5911.76   (f) ADJ UNCH    1 2
 GP0032
 GP0032.Superseded values are not recommended for survey control.
 GP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0032.See file dsdata.txt to determine how the superseded data were derived.
 GP0032
 GP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF839416(NAD 83)
 GP0032_MARKER: DB = BENCH MARK DISK
 GP0032_SETTING: 66 = SET IN ROCK OUTCROP
 GP0032_SP_SET: OUTCROP
 GP0032_STAMPING: 5911.756 V 31 1933
 GP0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0032+STABILITY: POSITION/ELEVATION WELL
 GP0032
 GP0032  HISTORY     - Date     Condition        Report By
 GP0032  HISTORY     - 1933     MONUMENTED       CGS
 GP0032  HISTORY     - 1968     MARK NOT FOUND   NGS
 GP0032
 GP0032                          STATION DESCRIPTION
 GP0032
 GP0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GP0032'20.3 MI SE FROM KAYENTA.
 GP0032'IN APACHE COUNTY, 20.3 MILES SOUTHEAST ALONG THE ROAD LEADING TO CHIN
 GP0032'LEE FROM THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, 0.8 MILES
 GP0032'SOUTHEAST OF CHILI CHIN BETOA TRADING POST, ON THE WEST SLOPE OF A
 GP0032'HILL FROM A LARGE WASH, 70 FEET SOUTHEAST OF A WOODEN BRIDGE OVER A
 GP0032'SMALL WASH, 23 FEET SOUTHEAST OF THE CENTER OF A 10- BY 10-FOOT
 GP0032'SANDSTONE OUTCROP 6 FEET HIGH, 22 FEET SOUTH OF THE CENTERLINE OF THE
 GP0032'ROAD, IN THE TOP OF THE EAST END OF ANOTHER OUTCROP 4 FEET WEST OF A
 GP0032'SMALL WASH, AND 18 INCHES HIGHER THAN THE ROAD.  A STANDARD DISK,
 GP0032'STAMPED 5911.756 V 31 1933.  NOTE-- THE ROAD HAS BEEN REALIGNED
 GP0032'THROUGH THIS AREA AND THE MARK COULD BE COVERED OR DESTROYED.  THE 10
 GP0032'BY 10 BY 6 SANDSTONE OUTCROP COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0281 ***********************************************************************
 DA0281  DESIGNATION -  V 310
 DA0281  PID         -  DA0281
 DA0281  STATE/COUNTY-  AZ/PIMA
 DA0281  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA0281
 DA0281                         *CURRENT SURVEY CONTROL
 DA0281  ___________________________________________________________________
 DA0281* NAD 83(1986)-  32 22 03.     (N)    112 10 27.     (W)     SCALED    
 DA0281* NAVD 88     -       634.23   (+/-2cm)    2080.8    (feet)  VERTCON   
 DA0281  ___________________________________________________________________
 DA0281  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DA0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0281
 DA0281.The horizontal coordinates were scaled from a topographic map and have
 DA0281.an estimated accuracy of +/- 6 seconds.
 DA0281
 DA0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0281.The vertical order pertains to the NGVD 29 superseded value.
 DA0281
 DA0281.The geoid height was determined by GEOID03.
 DA0281
 DA0281;                    North         East    Units  Estimated Accuracy
 DA0281;SPC AZ C     -   151,640.      189,130.      MT  (+/- 180 meters Scaled)
 DA0281
 DA0281                          SUPERSEDED SURVEY CONTROL
 DA0281
 DA0281  NGVD 29 (??/??/92)  633.560  (m)         2078.60   (f) ADJ UNCH    2 0
 DA0281
 DA0281.Superseded values are not recommended for survey control.
 DA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0281.See file dsdata.txt to determine how the superseded data were derived.
 DA0281
 DA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA895817(NAD 83)
 DA0281_MARKER: DB = BENCH MARK DISK
 DA0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0281_STAMPING: V 310 1952
 DA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0281+STABILITY: SURFACE MOTION
 DA0281
 DA0281  HISTORY     - Date     Condition        Report By
 DA0281  HISTORY     - 1952     MONUMENTED       CGS
 DA0281
 DA0281                          STATION DESCRIPTION
 DA0281
 DA0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0281'8.55 MI NW FROM SANTA ROSA.
 DA0281'1.6 MILES NORTHWEST ALONG THE CASA GRANDE ROAD FROM THE SCHOOL AT
 DA0281'SANTA ROSA, THENCE 6.95 MILES WEST ALONG A GRADED ROAD, 0.6 MILE WEST
 DA0281'OF A 50 FEET SQUARE FENCE AROUND A RANGE STUDY PLOT, ABOUT 90 YARDS
 DA0281'WEST OF A LONE GIANT SAGUARO, AT THE JUNCTION OF A TRACK ROAD LEADING
 DA0281'NORTH ABOUT IN LINE WITH A TELEPHONE LINE, 71 FEET NORTHEAST OF THE
 DA0281'CENTER OF THE JUNCTION, 49 FEET NORTH OF THE CENTER LINE OF AND ABOUT
 DA0281'LEVEL WITH THE ROAD, 5.0 FEET WEST OF A TELEPHONE POLE, 3.0 FEET EAST
 DA0281'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0281'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0197 ***********************************************************************
 DA0197  DESIGNATION -  V 311
 DA0197  PID         -  DA0197
 DA0197  STATE/COUNTY-  AZ/PINAL
 DA0197  USGS QUAD   -  COPPEROSITY HILLS (1981)
 DA0197
 DA0197                         *CURRENT SURVEY CONTROL
 DA0197  ___________________________________________________________________
 DA0197* NAD 83(1986)-  32 36 10.     (N)    112 10 57.     (W)     SCALED    
 DA0197* NAVD 88     -       623.53   (+/-2cm)    2045.7    (feet)  VERTCON   
 DA0197  ___________________________________________________________________
 DA0197  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0197
 DA0197.The horizontal coordinates were scaled from a topographic map and have
 DA0197.an estimated accuracy of +/- 6 seconds.
 DA0197
 DA0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0197.The vertical order pertains to the NGVD 29 superseded value.
 DA0197
 DA0197.The geoid height was determined by GEOID03.
 DA0197
 DA0197;                    North         East    Units  Estimated Accuracy
 DA0197;SPC AZ C     -   177,740.      188,410.      MT  (+/- 180 meters Scaled)
 DA0197
 DA0197                          SUPERSEDED SURVEY CONTROL
 DA0197
 DA0197  NGVD 29 (??/??/92)  622.856  (m)         2043.49   (f) ADJ UNCH    2 0
 DA0197
 DA0197.Superseded values are not recommended for survey control.
 DA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0197.See file dsdata.txt to determine how the superseded data were derived.
 DA0197
 DA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB890078(NAD 83)
 DA0197_MARKER: DB = BENCH MARK DISK
 DA0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0197_STAMPING: V 311 1952
 DA0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0197+STABILITY: SURFACE MOTION
 DA0197
 DA0197  HISTORY     - Date     Condition        Report By
 DA0197  HISTORY     - 1952     MONUMENTED       CGS
 DA0197
 DA0197                          STATION DESCRIPTION
 DA0197
 DA0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0197'5.0 MI SW FROM BITTERWELL.
 DA0197'3.2 MILES WEST ALONG A TRACK ROAD FROM THE WELL AT BITTERWELL, THENCE
 DA0197'1.8 MILES SOUTH ALONG A TRACK ROAD, ON TOP OF THE NORTHWEST END OF A
 DA0197'LONG WIDE RIDGE, 176.4 FEET NORTHWEST OF A GIANT SAGUARO, 45 FEET
 DA0197'SOUTHEAST OF THE CENTER LINE OF AND ABOUT 2 1/2 FEET HIGHER THAN THE
 DA0197'ROAD, 2.4 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0197'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0893 ***********************************************************************
 CG0893  DESIGNATION -  V 312
 CG0893  PID         -  CG0893
 CG0893  STATE/COUNTY-  AZ/PIMA
 CG0893  USGS QUAD   -  THE NARROWS (1981)
 CG0893
 CG0893                         *CURRENT SURVEY CONTROL
 CG0893  ___________________________________________________________________
 CG0893* NAD 83(1986)-  31 59 58.     (N)    110 34 47.     (W)     SCALED    
 CG0893* NAVD 88     -      1086.17   (+/-2cm)    3563.5    (feet)  VERTCON   
 CG0893  ___________________________________________________________________
 CG0893  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CG0893  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0893
 CG0893.The horizontal coordinates were scaled from a topographic map and have
 CG0893.an estimated accuracy of +/- 6 seconds.
 CG0893
 CG0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0893.The vertical order pertains to the NGVD 29 superseded value.
 CG0893
 CG0893.The geoid height was determined by GEOID03.
 CG0893
 CG0893;                    North         East    Units  Estimated Accuracy
 CG0893;SPC AZ C     -   111,590.      339,690.      MT  (+/- 180 meters Scaled)
 CG0893
 CG0893                          SUPERSEDED SURVEY CONTROL
 CG0893
 CG0893  NGVD 29 (??/??/92) 1085.42   (m)         3561.1    (f) COMPUTED    1 2
 CG0893
 CG0893.Superseded values are not recommended for survey control.
 CG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0893.See file dsdata.txt to determine how the superseded data were derived.
 CG0893
 CG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA396404(NAD 83)
 CG0893_MARKER: DB = BENCH MARK DISK
 CG0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0893_SP_SET: CONCRETE BASE
 CG0893_STAMPING: V 312 1952
 CG0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0893
 CG0893  HISTORY     - Date     Condition        Report By
 CG0893  HISTORY     - 1952     MONUMENTED       CGS
 CG0893
 CG0893                          STATION DESCRIPTION
 CG0893
 CG0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0893'IN PANTANO.
 CG0893'AT PANTANO, ABOUT 70 YARDS NORTHEAST OF A ROAD CROSSING, AT THE
 CG0893'SOUTHERN PACIFIC WATER TANK, SET IN TOP OF CONCRETE BASE OF THE
 CG0893'SOUTHEAST ONE OF SEVERAL STEEL LEGS SUPPORTING WATER TANK, 61.8 FEET
 CG0893'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 0.4 FOOT NORTHWEST OF THE
 CG0893'SOUTHEAST CORNER OF THE BASE AND ABOUT 12 FEET HIGHER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0438 ***********************************************************************
 ES0438  DESIGNATION -  V 313
 ES0438  PID         -  ES0438
 ES0438  STATE/COUNTY-  AZ/YAVAPAI
 ES0438  USGS QUAD   -  BLOODY BASIN (1967)
 ES0438
 ES0438                         *CURRENT SURVEY CONTROL
 ES0438  ___________________________________________________________________
 ES0438* NAD 83(1986)-  34 11 09.     (N)    111 51 32.     (W)     SCALED    
 ES0438* NAVD 88     -      1058.83   (+/-2cm)    3473.8    (feet)  VERTCON   
 ES0438  ___________________________________________________________________
 ES0438  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 ES0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0438
 ES0438.The horizontal coordinates were scaled from a topographic map and have
 ES0438.an estimated accuracy of +/- 6 seconds.
 ES0438
 ES0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0438.The vertical order pertains to the NGVD 29 superseded value.
 ES0438
 ES0438.The geoid height was determined by GEOID03.
 ES0438
 ES0438;                    North         East    Units  Estimated Accuracy
 ES0438;SPC AZ C     -   353,270.      218,690.      MT  (+/- 180 meters Scaled)
 ES0438
 ES0438                          SUPERSEDED SURVEY CONTROL
 ES0438
 ES0438  NGVD 29 (??/??/92) 1058.140  (m)         3471.58   (f) ADJ UNCH    2 0
 ES0438
 ES0438.Superseded values are not recommended for survey control.
 ES0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0438.See file dsdata.txt to determine how the superseded data were derived.
 ES0438
 ES0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC208830(NAD 83)
 ES0438_MARKER: DB = BENCH MARK DISK
 ES0438_SETTING: 80 = SET IN A BOULDER
 ES0438_SP_SET: BOULDER
 ES0438_STAMPING: V 313 1952
 ES0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0438+STABILITY: SURFACE MOTION
 ES0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0438+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2008
 ES0438
 ES0438  HISTORY     - Date     Condition        Report By
 ES0438  HISTORY     - 1952     MONUMENTED       CGS
 ES0438  HISTORY     - 20081228 GOOD             GEOCAC
 ES0438
 ES0438                          STATION DESCRIPTION
 ES0438
 ES0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0438'25.9 MI SE FROM CORDES.
 ES0438'25.9 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ES0438'CORDES, IN A SMALL SADDLE AT THE BOTTOM OF A LONG GRADE, 0.05 MILE
 ES0438'NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST TO MUD SPRING, IN
 ES0438'TOP OF A 3-FOOT BY 3-FOOT DECOMPOSED GRANITE BOULDER PROJECTING 1
 ES0438'FOOT, 17 FEET WEST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN
 ES0438'THE ROAD, 1.0 FOOT NORTH OF THE SOUTH END OF A BOULDER.
 ES0438
 ES0438                          STATION RECOVERY (2008)
 ES0438
 ES0438'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0438'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0438'34 11 09.5 (N)   111 51 31.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0381 ***********************************************************************
 ES0381  DESIGNATION -  V 314
 ES0381  PID         -  ES0381
 ES0381  STATE/COUNTY-  AZ/YAVAPAI
 ES0381  USGS QUAD   -  TULE MESA (1967)
 ES0381
 ES0381                         *CURRENT SURVEY CONTROL
 ES0381  ___________________________________________________________________
 ES0381* NAD 83(1986)-  34 21 02.     (N)    111 45 18.     (W)     SCALED    
 ES0381* NAVD 88     -      1268.29   (+/-2cm)    4161.0    (feet)  VERTCON   
 ES0381  ___________________________________________________________________
 ES0381  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 ES0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0381
 ES0381.The horizontal coordinates were scaled from a topographic map and have
 ES0381.an estimated accuracy of +/- 6 seconds.
 ES0381
 ES0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0381.The vertical order pertains to the NGVD 29 superseded value.
 ES0381
 ES0381.The geoid height was determined by GEOID03.
 ES0381
 ES0381;                    North         East    Units  Estimated Accuracy
 ES0381;SPC AZ C     -   371,550.      228,230.      MT  (+/- 180 meters Scaled)
 ES0381
 ES0381                          SUPERSEDED SURVEY CONTROL
 ES0381
 ES0381  NGVD 29 (??/??/92) 1267.560  (m)         4158.65   (f) ADJ UNCH    2 0
 ES0381
 ES0381.Superseded values are not recommended for survey control.
 ES0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0381.See file dsdata.txt to determine how the superseded data were derived.
 ES0381
 ES0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD305012(NAD 83)
 ES0381_MARKER: DB = BENCH MARK DISK
 ES0381_SETTING: 80 = SET IN A BOULDER
 ES0381_SP_SET: BOULDER
 ES0381_STAMPING: V 314 1952
 ES0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0381+STABILITY: SURFACE MOTION
 ES0381
 ES0381  HISTORY     - Date     Condition        Report By
 ES0381  HISTORY     - 1952     MONUMENTED       CGS
 ES0381
 ES0381                          STATION DESCRIPTION
 ES0381
 ES0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0381'3.8 MI W FROM VERDE HOT SPRINGS.
 ES0381'3.8 MILES WEST ALONG A TRAIL FROM THE VERDE HOT SPRINGS HOTEL, ABOUT
 ES0381'0.15 MILE EAST OF A STEEL TOWER TRANSMISSION LINE CROSSING, ON THE
 ES0381'SOUTH SLOPE AND NEAR THE TOP OF A SMALL ROCKY HILL, IN THE TOP OF A
 ES0381'3-FOOT BY 3-FOOT BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 32 FEET
 ES0381'NORTH OF AND ABOUT 6 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0501 ***********************************************************************
 ET0501  DESIGNATION -  V 315
 ET0501  PID         -  ET0501
 ET0501  STATE/COUNTY-  AZ/YAVAPAI
 ET0501  USGS QUAD   -  SIMMONS (1979)
 ET0501
 ET0501                         *CURRENT SURVEY CONTROL
 ET0501  ___________________________________________________________________
 ET0501* NAD 83(1986)-  34 45 03.     (N)    112 38 51.     (W)     SCALED    
 ET0501* NAVD 88     -      1428.645  (meters)    4687.15   (feet)  POSTED    
 ET0501  ___________________________________________________________________
 ET0501  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 ET0501  DYNAMIC HT  -        1426.750 (meters)    4680.93  (feet)  COMP
 ET0501  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 ET0501
 ET0501  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0501
 ET0501.The horizontal coordinates were scaled from a topographic map and have
 ET0501.an estimated accuracy of +/- 6 seconds.
 ET0501
 ET0501.The orthometric height was determined by differential leveling
 ET0501.and adjusted in November 2005.
 ET0501.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0501.rate of 2.1 thru 3.0 mm/km.
 ET0501
 ET0501.The geoid height was determined by GEOID03.
 ET0501
 ET0501.The dynamic height is computed by dividing the NAVD 88
 ET0501.geopotential number by the normal gravity value computed on the
 ET0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0501.degrees latitude (g = 980.6199 gals.).
 ET0501
 ET0501.The modeled gravity was interpolated from observed gravity values.
 ET0501
 ET0501;                    North         East    Units  Estimated Accuracy
 ET0501;SPC AZ C     -   416,180.      146,450.      MT  (+/- 180 meters Scaled)
 ET0501
 ET0501                          SUPERSEDED SURVEY CONTROL
 ET0501
 ET0501  NGVD 29 (??/??/92) 1427.824  (m)         4684.45   (f) ADJ UNCH    2 0
 ET0501
 ET0501.Superseded values are not recommended for survey control.
 ET0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0501.See file dsdata.txt to determine how the superseded data were derived.
 ET0501
 ET0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD492466(NAD 83)
 ET0501_MARKER: DB = BENCH MARK DISK
 ET0501_SETTING: 0 = UNSPECIFIED SETTING
 ET0501_STAMPING: V 315 1952
 ET0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0501+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0501
 ET0501  HISTORY     - Date     Condition        Report By
 ET0501  HISTORY     - 1952     MONUMENTED       CGS
 ET0501  HISTORY     - 1974     GOOD             USGS
 ET0501  HISTORY     - 20090122 GOOD             GEOCAC
 ET0501
 ET0501                          STATION DESCRIPTION
 ET0501
 ET0501'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0501'4.6 MI N FROM SKULL VALLEY.
 ET0501'FROM PO AT SKULL VALLEY GO 4.8 MI. NORTH ON THE PAVED RD. TOWARD
 ET0501'PRESCOTT, GO LEFT ON A GRADED RD. 2.9 MI. TO A T-RD. WEST, GO STRAIGHT
 ET0501'1.0 MI. TO T-RD TO EAST, GO STRAIGHT 2.8 MI. TO T-RD TO THE NE., GO
 ET0501'RIGHT ON MAIN TRAVELED RD 7.3 MI. TO A CATTLE GUARD AT A REVERSE Y RD.
 ET0501'BM IS 70 FT. EAST OF Y-RD JUNCTION, 60 FT. NE OF CATTLE GUARD AND 2
 ET0501'FT. WEST OF FENCE.
 ET0501
 ET0501                          STATION RECOVERY (2009)
 ET0501
 ET0501'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0197 ***********************************************************************
 ET0197  DESIGNATION -  V 316
 ET0197  PID         -  ET0197
 ET0197  STATE/COUNTY-  AZ/YAVAPAI
 ET0197  USGS QUAD   -  MAYER (1974)
 ET0197
 ET0197                         *CURRENT SURVEY CONTROL
 ET0197  ___________________________________________________________________
 ET0197* NAD 83(1986)-  34 22 56.     (N)    112 13 05.     (W)     SCALED    
 ET0197* NAVD 88     -      1303.74   (+/-2cm)    4277.4    (feet)  VERTCON   
 ET0197  ___________________________________________________________________
 ET0197  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 ET0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0197
 ET0197.The horizontal coordinates were scaled from a topographic map and have
 ET0197.an estimated accuracy of +/- 6 seconds.
 ET0197
 ET0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0197.The vertical order pertains to the NGVD 29 superseded value.
 ET0197
 ET0197.The geoid height was determined by GEOID03.
 ET0197
 ET0197;                    North         East    Units  Estimated Accuracy
 ET0197;SPC AZ C     -   375,090.      185,640.      MT  (+/- 180 meters Scaled)
 ET0197
 ET0197                          SUPERSEDED SURVEY CONTROL
 ET0197
 ET0197  NGVD 29 (??/??/92) 1302.974  (m)         4274.84   (f) ADJ UNCH    2 0
 ET0197
 ET0197.Superseded values are not recommended for survey control.
 ET0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0197.See file dsdata.txt to determine how the superseded data were derived.
 ET0197
 ET0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD880052(NAD 83)
 ET0197_MARKER: DB = BENCH MARK DISK
 ET0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0197_STAMPING: V 316 1952
 ET0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0197+STABILITY: SURFACE MOTION
 ET0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0197+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0197
 ET0197  HISTORY     - Date     Condition        Report By
 ET0197  HISTORY     - 1952     MONUMENTED       CGS
 ET0197  HISTORY     - 20040821 GOOD             USPSQD
 ET0197  HISTORY     - 20080125 GOOD             GEOCAC
 ET0197
 ET0197                          STATION DESCRIPTION
 ET0197
 ET0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0197'1.9 MI SE FROM MAYER.
 ET0197'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE AT
 ET0197'MAYER, AT THE JUNCTION OF A GRADED COUNTY ROAD LEADING EAST, DIRECTLY
 ET0197'UNDER A STEEL TRANSMISSION TOWER, 150 YARDS SOUTHEAST OF THE JUNCTION
 ET0197'OF THE ROAD AND HIGHWAY, 114 FEET NORTHEAST OF THE CENTER LINE OF THE
 ET0197'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 ET0197'CONCRETE POST PROJECTING 0. 4 FOOT ABOVE THE GROUND.
 ET0197
 ET0197                          STATION RECOVERY (2004)
 ET0197
 ET0197'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0197'MARK FOUND AS DESCRIBED.
 ET0197
 ET0197                          STATION RECOVERY (2008)
 ET0197
 ET0197'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0197'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0197'34 22 56.9 (N)   112 13 05.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0074 ***********************************************************************
 CZ0074  DESIGNATION -  V 317
 CZ0074  PID         -  CZ0074
 CZ0074  STATE/COUNTY-  AZ/PIMA
 CZ0074  USGS QUAD   -  TUCSON EAST (1992)
 CZ0074
 CZ0074                         *CURRENT SURVEY CONTROL
 CZ0074  ___________________________________________________________________
 CZ0074* NAD 83(1986)-  32 08 17.     (N)    110 49 53.     (W)     SCALED    
 CZ0074* NAVD 88     -       855.52   (+/-2cm)    2806.8    (feet)  VERTCON   
 CZ0074  ___________________________________________________________________
 CZ0074  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CZ0074  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0074
 CZ0074.The horizontal coordinates were scaled from a topographic map and have
 CZ0074.an estimated accuracy of +/- 6 seconds.
 CZ0074
 CZ0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0074.The vertical order pertains to the NGVD 29 superseded value.
 CZ0074
 CZ0074.The geoid height was determined by GEOID03.
 CZ0074
 CZ0074;                    North         East    Units  Estimated Accuracy
 CZ0074;SPC AZ C     -   126,690.      315,750.      MT  (+/- 180 meters Scaled)
 CZ0074
 CZ0074                          SUPERSEDED SURVEY CONTROL
 CZ0074
 CZ0074  NGVD 29 (??/??/92)  854.859  (m)         2804.65   (f) ADJ UNCH    1 2
 CZ0074
 CZ0074.Superseded values are not recommended for survey control.
 CZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0074.See file dsdata.txt to determine how the superseded data were derived.
 CZ0074
 CZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA159557(NAD 83)
 CZ0074_MARKER: DB = BENCH MARK DISK
 CZ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0074_STAMPING: V 317 1952
 CZ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0074+STABILITY: SURFACE MOTION
 CZ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0074+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 CZ0074
 CZ0074  HISTORY     - Date     Condition        Report By
 CZ0074  HISTORY     - 1952     MONUMENTED       CGS
 CZ0074  HISTORY     - 20080115 GOOD             ORBITE
 CZ0074
 CZ0074                          STATION DESCRIPTION
 CZ0074
 CZ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0074'3.2 MI SE FROM WILMOT.
 CZ0074'3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0074'RAILROAD STATION SIGN AT WILMOT, AT A POINT WHERE THE RAILROAD MAKES A
 CZ0074'TURN TO THE SOUTH, 77 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET
 CZ0074'SOUTHWEST OF THE BOUNDRY FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 CZ0074'A CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
 CZ0074
 CZ0074                          STATION RECOVERY (2008)
 CZ0074
 CZ0074'RECOVERY NOTE BY ORBITECH INC 2008 (SHG)
 CZ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0292 ***********************************************************************
 ET0292  DESIGNATION -  V 318
 ET0292  PID         -  ET0292
 ET0292  STATE/COUNTY-  AZ/YAVAPAI
 ET0292  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0292
 ET0292                         *CURRENT SURVEY CONTROL
 ET0292  ___________________________________________________________________
 ET0292* NAD 83(1986)-  34 15 57.     (N)    112 04 52.     (W)     SCALED    
 ET0292* NAVD 88     -      1085.46   (+/-2cm)    3561.2    (feet)  VERTCON   
 ET0292  ___________________________________________________________________
 ET0292  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 ET0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0292
 ET0292.The horizontal coordinates were scaled from a topographic map and have
 ET0292.an estimated accuracy of +/- 6 seconds.
 ET0292
 ET0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0292.The vertical order pertains to the NGVD 29 superseded value.
 ET0292
 ET0292.The geoid height was determined by GEOID03.
 ET0292
 ET0292;                    North         East    Units  Estimated Accuracy
 ET0292;SPC AZ C     -   362,150.      198,220.      MT  (+/- 180 meters Scaled)
 ET0292
 ET0292                          SUPERSEDED SURVEY CONTROL
 ET0292
 ET0292  NGVD 29 (??/??/92) 1084.803  (m)         3559.06   (f) ADJ UNCH    2 0
 ET0292
 ET0292.Superseded values are not recommended for survey control.
 ET0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0292.See file dsdata.txt to determine how the superseded data were derived.
 ET0292
 ET0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC004921(NAD 83)
 ET0292_MARKER: DB = BENCH MARK DISK
 ET0292_SETTING: 66 = SET IN ROCK OUTCROP
 ET0292_SP_SET: GRANITE OUTCROP
 ET0292_STAMPING: V 318 1952
 ET0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0292+STABILITY: POSITION/ELEVATION WELL
 ET0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0292+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0292
 ET0292  HISTORY     - Date     Condition        Report By
 ET0292  HISTORY     - 1952     MONUMENTED       CGS
 ET0292  HISTORY     - 20080125 GOOD             GEOCAC
 ET0292
 ET0292                          STATION DESCRIPTION
 ET0292
 ET0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0292'6.8 MI SE FROM CORDES.
 ET0292'6.8 MILES SOUTHEAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0292'CORDES, ON THE SOUTHEAST SLOPE OF A SMALL ROCKY GRADE, IN TOP OF A
 ET0292'4-FOOT BY 5-FOOT GRANITE OUTCROP PROJECTING 3 FEET ABOVE THE GROUND,
 ET0292'44 FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER THAN
 ET0292'THE ROAD.
 ET0292
 ET0292                          STATION RECOVERY (2008)
 ET0292
 ET0292'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0292'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0292'THE DESCRIPTION - THE MARK IS LOCATED 2.6 MILES SOUTHEAST ALONG BLOODY
 ET0292'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17. HANDHELD
 ET0292'COORDINATES
 ET0292'34 15 57.4 (N)   112 04 52.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0596 ***********************************************************************
 DA0596  DESIGNATION -  V 319
 DA0596  PID         -  DA0596
 DA0596  STATE/COUNTY-  AZ/MARICOPA
 DA0596  USGS QUAD   -  SMURR (1973)
 DA0596
 DA0596                         *CURRENT SURVEY CONTROL
 DA0596  ___________________________________________________________________
 DA0596* NAD 83(1986)-  32 56 09.     (N)    112 46 23.     (W)     SCALED    
 DA0596* NAVD 88     -       222.129  (meters)     728.77   (feet)  ADJUSTED  
 DA0596  ___________________________________________________________________
 DA0596  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DA0596  DYNAMIC HT  -         221.869 (meters)     727.92  (feet)  COMP
 DA0596  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 DA0596
 DA0596  VERT ORDER  -  FIRST     CLASS II
 DA0596
 DA0596.The horizontal coordinates were scaled from a topographic map and have
 DA0596.an estimated accuracy of +/- 6 seconds.
 DA0596
 DA0596.The orthometric height was determined by differential leveling
 DA0596.and adjusted in June 1991.
 DA0596
 DA0596.The geoid height was determined by GEOID03.
 DA0596
 DA0596.The dynamic height is computed by dividing the NAVD 88
 DA0596.geopotential number by the normal gravity value computed on the
 DA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0596.degrees latitude (g = 980.6199 gals.).
 DA0596
 DA0596.The modeled gravity was interpolated from observed gravity values.
 DA0596
 DA0596;                    North         East    Units  Estimated Accuracy
 DA0596;SPC AZ C     -   214,960.      133,280.      MT  (+/- 180 meters Scaled)
 DA0596
 DA0596                          SUPERSEDED SURVEY CONTROL
 DA0596
 DA0596  NGVD 29 (??/??/92)  221.558  (m)          726.89   (f) ADJ UNCH    1 2
 DA0596
 DA0596.Superseded values are not recommended for survey control.
 DA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0596.See file dsdata.txt to determine how the superseded data were derived.
 DA0596
 DA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB342455(NAD 83)
 DA0596_MARKER: DB = BENCH MARK DISK
 DA0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0596_SP_SET: ABUTMENT
 DA0596_STAMPING: V 319 1952
 DA0596_MARK LOGO: CGS   
 DA0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0596+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0596
 DA0596  HISTORY     - Date     Condition        Report By
 DA0596  HISTORY     - 1952     MONUMENTED       CGS
 DA0596  HISTORY     - 1960     GOOD             NGS
 DA0596  HISTORY     - 1980     GOOD             NGS
 DA0596  HISTORY     - 1980     GOOD             NGS
 DA0596  HISTORY     - 20060128 GOOD             USPSQD
 DA0596  HISTORY     - 20060128 GOOD             USPSQD
 DA0596  HISTORY     - 20070626 GOOD             GEOCAC
 DA0596
 DA0596                          STATION DESCRIPTION
 DA0596
 DA0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0596'3.3 MI W FROM GILA BEND.
 DA0596'3.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0596'AT GILA BEND TO RAILROAD BRIDGE 852.38, 146 FEET SOUTH OF THE
 DA0596'CENTERLINE OF ABANDONED U.S. HIGHWAY 80, 84 FEET EAST OF SEMAPHORE
 DA0596'8517, 6 FEET NORTH OF THE NORTH RAIL, SET IN A DRILL HOLE IN THE TOP
 DA0596'OF THE NORTHWEST CONCRETE ABUTMENT.
 DA0596
 DA0596                          STATION RECOVERY (1980)
 DA0596
 DA0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0596'5.5 KM (3.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0596'MARTIN AVENUE CROSSING IN GILA BEND, SET IN TOP OF THE NORTHWEST END
 DA0596'OF THE SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 852.38,
 DA0596'1.8 METERS (6.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 71.3 METERS
 DA0596'(234 FT) SOUTHWEST OF THE CENTER OF THE NORTHWEST RAILROAD SEMAPHORE
 DA0596'NUMBER 8524, NOTE-CONCRETE AROUND MARK CHIPPED BUT MARK SOLID.
 DA0596'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0596
 DA0596                          STATION RECOVERY (1980)
 DA0596
 DA0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0596'5.5 KM (3.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DA0596'MARTIN AVENUE CROSSING IN GILA BEND, SET IN TOP OF THE NORTHWEST END
 DA0596'OF THE SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 852.38,
 DA0596'1.8 METERS (6.0 FT) NORTHWEST OF THE NORTHWEST RAIL, 71.3 METERS
 DA0596'(234 FT) SOUTHWEST OF THE CENTER OF THE NORTHWEST RAILROAD SEMAPHORE
 DA0596'NUMBER 8524, NOTE-CONCRETE AROUND MARK CHIPPED BUT MARK SOLID.
 DA0596'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0596
 DA0596                          STATION RECOVERY (2006)
 DA0596
 DA0596'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0596'RECOVERED AS DESCRIBED.
 DA0596
 DA0596                          STATION RECOVERY (2006)
 DA0596
 DA0596'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0596'RECOVERED AS DESCRIBED.
 DA0596
 DA0596                          STATION RECOVERY (2007)
 DA0596
 DA0596'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0128 ***********************************************************************
 GO0128  DESIGNATION -  V 32
 GO0128  PID         -  GO0128
 GO0128  STATE/COUNTY-  AZ/APACHE
 GO0128  USGS QUAD   -  CHINLE (1982)
 GO0128
 GO0128                         *CURRENT SURVEY CONTROL
 GO0128  ___________________________________________________________________
 GO0128* NAD 83(1986)-  36 14 37.     (N)    109 36 05.     (W)     SCALED    
 GO0128* NAVD 88     -      1646.742  (meters)    5402.69   (feet)  ADJUSTED  
 GO0128  ___________________________________________________________________
 GO0128  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GO0128  DYNAMIC HT  -        1644.707 (meters)    5396.01  (feet)  COMP
 GO0128  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 GO0128
 GO0128  VERT ORDER  -  FIRST     CLASS II
 GO0128
 GO0128.The horizontal coordinates were scaled from a topographic map and have
 GO0128.an estimated accuracy of +/- 6 seconds.
 GO0128
 GO0128.The orthometric height was determined by differential leveling
 GO0128.and adjusted in June 1991.
 GO0128
 GO0128.The geoid height was determined by GEOID03.
 GO0128
 GO0128.The dynamic height is computed by dividing the NAVD 88
 GO0128.geopotential number by the normal gravity value computed on the
 GO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0128.degrees latitude (g = 980.6199 gals.).
 GO0128
 GO0128.The modeled gravity was interpolated from observed gravity values.
 GO0128
 GO0128;                    North         East    Units  Estimated Accuracy
 GO0128;SPC AZ E     -   581,690.      264,170.      MT  (+/- 180 meters Scaled)
 GO0128
 GO0128                          SUPERSEDED SURVEY CONTROL
 GO0128
 GO0128  NGVD 29 (??/??/92) 1645.89   (m)         5399.9    (f) COMPUTED    1 2
 GO0128
 GO0128.Superseded values are not recommended for survey control.
 GO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0128.See file dsdata.txt to determine how the superseded data were derived.
 GO0128
 GO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF256118(NAD 83)
 GO0128_MARKER: DB = BENCH MARK DISK
 GO0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0128_STAMPING: V 32 1933
 GO0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0128+STABILITY: SURFACE MOTION
 GO0128
 GO0128  HISTORY     - Date     Condition        Report By
 GO0128  HISTORY     - 1933     MONUMENTED       CGS
 GO0128  HISTORY     - 1937     MARK NOT FOUND   LOCSUR
 GO0128
 GO0128                          STATION DESCRIPTION
 GO0128
 GO0128'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 GO0128'7.7 MI NW FROM CHIN LEE.
 GO0128'7.7 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0128'ROAD, 1.7 MILES SOUTH OF FRAZERS TRADING POST, SET IN A POST AT THE
 GO0128'NORTHWEST FENCE CORNER, 24 FEET NORTHEAST OF THE CENTERLINE OF THE
 GO0128'ROAD AND 3 FEET SOUTHWEST OF THE FENCE CORNER, LEVEL WITH THE ROAD AND
 GO0128'7 INCHES ABOVE THE GROUND.  A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8619 ***********************************************************************
 DE8619  DESIGNATION -  V 320 RESET
 DE8619  PID         -  DE8619
 DE8619  STATE/COUNTY-  AZ/MARICOPA
 DE8619  USGS QUAD   -  SENTINEL (1986)
 DE8619
 DE8619                         *CURRENT SURVEY CONTROL
 DE8619  ___________________________________________________________________
 DE8619* NAD 83(1986)-  32 51 40.     (N)    113 10 45.     (W)     SCALED    
 DE8619* NAVD 88     -       217.17   (meters)     712.5    (feet)  RESET     
 DE8619  ___________________________________________________________________
 DE8619  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DE8619  VERT ORDER  -  THIRD
 DE8619
 DE8619.The horizontal coordinates were scaled from a topographic map and have
 DE8619.an estimated accuracy of +/- 6 seconds.
 DE8619
 DE8619.The orthometric height was computed from unverified reset data.
 DE8619.No vertical observational check was made to the station.
 DE8619
 DE8619.The geoid height was determined by GEOID03.
 DE8619
 DE8619;                    North         East    Units  Estimated Accuracy
 DE8619;SPC AZ C     -   207,060.       95,200.      MT  (+/- 180 meters Scaled)
 DE8619
 DE8619                          SUPERSEDED SURVEY CONTROL
 DE8619
 DE8619.No superseded survey control is available for this station.
 DE8619
 DE8619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB960379(NAD 83)
 DE8619_MARKER: DV = VERTICAL CONTROL DISK
 DE8619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8619_STAMPING: V 320 RESET 2002
 DE8619_MARK LOGO: NGS   
 DE8619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8619+STABILITY: SURFACE MOTION
 DE8619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8619+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DE8619
 DE8619  HISTORY     - Date     Condition        Report By
 DE8619  HISTORY     - 2002     MONUMENTED       NGS
 DE8619  HISTORY     - 20060128 GOOD             USPSQD
 DE8619  HISTORY     - 20060128 GOOD             USPSQD
 DE8619
 DE8619                          STATION DESCRIPTION
 DE8619
 DE8619'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8619'TO REACH THE STATION GO 3.0 KM (1.85 MI) NORHEAST ALONG THE SOUTHERN
 DE8619'PACIFIC RAILROAD FROM THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS
 DE8619'IN SENTINEL, AT RAILROAD MILEPOST 828 AND INTERSTATE MILEPOST 89. 283
 DE8619'METERS NORTHWEST OF THE NORTHWEST RAIL, 16.50 METERS (54.13 FT)
 DE8619'SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF THE INTERSTATE,
 DE8619'1.0 METER (3.3 FT) SOUTHEAST OF THE SOUTHEAST HIGHWAY RIGHT-OF-WAY
 DE8619'FENCE, 0.6 METERS (2.0 FT) NORTHEAST OF THE MILEPOLE THE MARK IS 0.6
 DE8619'METERS (2.0 FT) WEST FROM A WHITE CARSONITE POST WITH A SURVEYOR MAKER
 DE8619'SIGN.  THE MARK IS 0.4 M (1.3 FT) BELOW THE TRACKS.
 DE8619
 DE8619                          STATION RECOVERY (2006)
 DE8619
 DE8619'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DE8619'RECOVERED AS DESCRIBED.
 DE8619
 DE8619                          STATION RECOVERY (2006)
 DE8619
 DE8619'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DE8619'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1067 ***********************************************************************
 DA1067  DESIGNATION -  V 322
 DA1067  PID         -  DA1067
 DA1067  STATE/COUNTY-  AZ/YUMA
 DA1067  USGS QUAD   -  MOHAWK (1982)
 DA1067
 DA1067                         *CURRENT SURVEY CONTROL
 DA1067  ___________________________________________________________________
 DA1067* NAD 83(1986)-  32 42 33.     (N)    113 52 11.     (W)     SCALED    
 DA1067* NAVD 88     -       103.36   (+/-2cm)     339.1    (feet)  VERTCON   
 DA1067  ___________________________________________________________________
 DA1067  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DA1067  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1067
 DA1067.The horizontal coordinates were scaled from a topographic map and have
 DA1067.an estimated accuracy of +/- 6 seconds.
 DA1067
 DA1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1067.The vertical order pertains to the NGVD 29 superseded value.
 DA1067
 DA1067.The geoid height was determined by GEOID03.
 DA1067
 DA1067;                    North         East    Units  Estimated Accuracy
 DA1067;SPC AZ W     -   189,510.      202,140.      MT  (+/- 180 meters Scaled)
 DA1067
 DA1067                          SUPERSEDED SURVEY CONTROL
 DA1067
 DA1067  NGVD 29 (??/??/92)  102.688  (m)          336.90   (f) ADJ UNCH    1 2
 DA1067
 DA1067.Superseded values are not recommended for survey control.
 DA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1067.See file dsdata.txt to determine how the superseded data were derived.
 DA1067
 DA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB309226(NAD 83)
 DA1067_MARKER: DB = BENCH MARK DISK
 DA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1067_STAMPING: V 322 1952
 DA1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1067+STABILITY: SURFACE MOTION
 DA1067
 DA1067  HISTORY     - Date     Condition        Report By
 DA1067  HISTORY     - 1952     MONUMENTED       CGS
 DA1067  HISTORY     - 1962     GOOD             NGS
 DA1067  HISTORY     - 1971     GOOD             NGS
 DA1067  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1067  HISTORY     - 1981     MARK NOT FOUND   NGS
 DA1067
 DA1067                          STATION DESCRIPTION
 DA1067
 DA1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1067'4.9 MI E FROM TACNA.
 DA1067'ABOUT 4.9 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1067'TACNA, AT THE EAST END OF A CUT, 5 POLES WEST OF MILEPOST 786, 114
 DA1067'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 1/2 FEET NORTH OF THE
 DA1067'NORTH RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC RAILWAY, 2 FEET
 DA1067'EAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A WOODEN WITNESS POST,
 DA1067'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 DA1067'CONCRETE POST PROJECTING 3 INCHES.
 DA1067
 DA1067                          STATION RECOVERY (1971)
 DA1067
 DA1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DA1067'RECOVERED IN GOOD CONDITION.
 DA1067
 DA1067                          STATION RECOVERY (1981)
 DA1067
 DA1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1067'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1067'BELIEVED DESTROYED.
 DA1067
 DA1067                          STATION RECOVERY (1981)
 DA1067
 DA1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1067'SEARCHED FOR BUT NOT RECOVERED, GRADING IN THE AREA DESCRIBED, MARK
 DA1067'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0185 ***********************************************************************
 DU0185  DESIGNATION -  V 323
 DU0185  PID         -  DU0185
 DU0185  STATE/COUNTY-  AZ/GRAHAM
 DU0185  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0185
 DU0185                         *CURRENT SURVEY CONTROL
 DU0185  ___________________________________________________________________
 DU0185* NAD 83(1986)-  33 18 33.     (N)    110 04 14.     (W)     SCALED    
 DU0185* NAVD 88     -      1604.564  (meters)    5264.31   (feet)  ADJUSTED  
 DU0185  ___________________________________________________________________
 DU0185  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DU0185  DYNAMIC HT  -        1602.241 (meters)    5256.69  (feet)  COMP
 DU0185  MODELED GRAV-     979,131.9   (mgal)                       NAVD 88
 DU0185
 DU0185  VERT ORDER  -  SECOND    CLASS 0
 DU0185
 DU0185.The horizontal coordinates were scaled from a topographic map and have
 DU0185.an estimated accuracy of +/- 6 seconds.
 DU0185
 DU0185.The orthometric height was determined by differential leveling
 DU0185.and adjusted in June 1991.
 DU0185
 DU0185.The geoid height was determined by GEOID03.
 DU0185
 DU0185.The dynamic height is computed by dividing the NAVD 88
 DU0185.geopotential number by the normal gravity value computed on the
 DU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0185.degrees latitude (g = 980.6199 gals.).
 DU0185
 DU0185.The modeled gravity was interpolated from observed gravity values.
 DU0185
 DU0185;                    North         East    Units  Estimated Accuracy
 DU0185;SPC AZ E     -   256,040.      222,310.      MT  (+/- 180 meters Scaled)
 DU0185
 DU0185                          SUPERSEDED SURVEY CONTROL
 DU0185
 DU0185  NGVD 29 (??/??/92) 1603.882  (m)         5262.07   (f) ADJ UNCH    2 0
 DU0185
 DU0185.Superseded values are not recommended for survey control.
 DU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0185.See file dsdata.txt to determine how the superseded data were derived.
 DU0185
 DU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB865859(NAD 83)
 DU0185_MARKER: DB = BENCH MARK DISK
 DU0185_SETTING: 66 = SET IN ROCK OUTCROP
 DU0185_SP_SET: BEDROCK
 DU0185_STAMPING: V 323 1952
 DU0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0185+STABILITY: POSITION/ELEVATION WELL
 DU0185
 DU0185  HISTORY     - Date     Condition        Report By
 DU0185  HISTORY     - 1952     MONUMENTED       CGS
 DU0185
 DU0185                          STATION DESCRIPTION
 DU0185
 DU0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0185'6.4 MI SW FROM ASH CREEK RANCH.
 DU0185'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0185'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0185'4.0 MILES SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, AT A SUMMIT, 133
 DU0185'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A LONE JUNIPER TREE, 11 1/2
 DU0185'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE
 DU0185'ROAD, AND SET IN THE TOP OF A MALPAIS BEDROCK PROJECTING 2 FEET ABOVE
 DU0185'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0385 ***********************************************************************
 CY0385  DESIGNATION -  V 324
 CY0385  PID         -  CY0385
 CY0385  STATE/COUNTY-  AZ/COCHISE
 CY0385  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0385
 CY0385                         *CURRENT SURVEY CONTROL
 CY0385  ___________________________________________________________________
 CY0385* NAD 83(1986)-  32 13 47.     (N)    109 50 47.     (W)     SCALED    
 CY0385* NAVD 88     -      1269.388  (meters)    4164.65   (feet)  ADJUSTED  
 CY0385  ___________________________________________________________________
 CY0385  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY0385  DYNAMIC HT  -        1267.480 (meters)    4158.39  (feet)  COMP
 CY0385  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 CY0385
 CY0385  VERT ORDER  -  FIRST     CLASS II
 CY0385
 CY0385.The horizontal coordinates were scaled from a topographic map and have
 CY0385.an estimated accuracy of +/- 6 seconds.
 CY0385
 CY0385.The orthometric height was determined by differential leveling
 CY0385.and adjusted in June 1991.
 CY0385
 CY0385.The geoid height was determined by GEOID03.
 CY0385
 CY0385.The dynamic height is computed by dividing the NAVD 88
 CY0385.geopotential number by the normal gravity value computed on the
 CY0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0385.degrees latitude (g = 980.6199 gals.).
 CY0385
 CY0385.The modeled gravity was interpolated from observed gravity values.
 CY0385
 CY0385;                    North         East    Units  Estimated Accuracy
 CY0385;SPC AZ E     -   136,380.      243,550.      MT  (+/- 180 meters Scaled)
 CY0385
 CY0385                          SUPERSEDED SURVEY CONTROL
 CY0385
 CY0385  NGVD 29 (??/??/92) 1268.646  (m)         4162.22   (f) ADJ UNCH    1 2
 CY0385
 CY0385.Superseded values are not recommended for survey control.
 CY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0385.See file dsdata.txt to determine how the superseded data were derived.
 CY0385
 CY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA086664(NAD 83)
 CY0385_MARKER: DB = BENCH MARK DISK
 CY0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0385_STAMPING: V 324 1952
 CY0385_PROJECTION: PROJECTING 18 CENTIMETERS
 CY0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0385+STABILITY: SURFACE MOTION
 CY0385
 CY0385  HISTORY     - Date     Condition        Report By
 CY0385  HISTORY     - 1952     MONUMENTED       CGS
 CY0385  HISTORY     - 1979     GOOD             NGS
 CY0385  HISTORY     - 20051107 MARK NOT FOUND   NGS
 CY0385
 CY0385                          STATION DESCRIPTION
 CY0385
 CY0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0385'1.8 MI SW FROM WILLCOX.
 CY0385'1.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0385'THE STATION AT WILLCOX, AT MILEPOLE NUMBER 1073, 64.8 FEET NORTHWEST
 CY0385'OF THE NORTHWEST RAIL, 62.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CY0385'ROAD (OLD HIGHWAY), 40.7 FEET SOUTHWEST OF MILEPOLE NUMBER 1073, 2.0
 CY0385'FEET NORTHEAST OF A WITNESS POST, ABOUT 3.0 FEET LOWER THAN THE TRACK,
 CY0385'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CY0385'GROUND.
 CY0385
 CY0385                          STATION RECOVERY (1979)
 CY0385
 CY0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0385'2.8 KILOMETERS (1.75 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0385'RAILROAD FROM THE STATION IN WILLCOX, AT MILE POST 1073, 19.8 METERS
 CY0385'(64.8 FEET) NORTHWEST OF THE NORTHWEST RAIL, 18 METERS (59 FEET)
 CY0385'SOUTHEAST OF THE CENTERLINE OF A GRADED ROAD AND 12.6 METERS (41.2
 CY0385'FEET) WEST OF THE MILE POST.
 CY0385'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CY0385'THE MARK IS 1 M BELOW THE RAILS.
 CY0385
 CY0385                          STATION RECOVERY (2005)
 CY0385
 CY0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0385'MARK WAS SEARCHED FOR, BUT NOT FOUND.  IT COULD BE BURIED IN SAND AND
 CY0385'WEEDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0040 ***********************************************************************
 CG0040  DESIGNATION -  V 325
 CG0040  PID         -  CG0040
 CG0040  STATE/COUNTY-  AZ/COCHISE
 CG0040  USGS QUAD   -  SAINT DAVID (1973)
 CG0040
 CG0040                         *CURRENT SURVEY CONTROL
 CG0040  ___________________________________________________________________
 CG0040* NAD 83(1986)-  31 58 55.     (N)    110 09 12.     (W)     SCALED    
 CG0040* NAVD 88     -      1294.67   (+/-2cm)    4247.6    (feet)  VERTCON   
 CG0040  ___________________________________________________________________
 CG0040  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CG0040  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0040
 CG0040.The horizontal coordinates were scaled from a topographic map and have
 CG0040.an estimated accuracy of +/- 6 seconds.
 CG0040
 CG0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0040.The vertical order pertains to the NGVD 29 superseded value.
 CG0040
 CG0040.The geoid height was determined by GEOID03.
 CG0040
 CG0040;                    North         East    Units  Estimated Accuracy
 CG0040;SPC AZ E     -   108,870.      214,620.      MT  (+/- 180 meters Scaled)
 CG0040
 CG0040                          SUPERSEDED SURVEY CONTROL
 CG0040
 CG0040  NGVD 29 (??/??/92) 1293.812  (m)         4244.78   (f) ADJ UNCH    1 2
 CG0040
 CG0040.Superseded values are not recommended for survey control.
 CG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0040.See file dsdata.txt to determine how the superseded data were derived.
 CG0040
 CG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA799387(NAD 83)
 CG0040_MARKER: DB = BENCH MARK DISK
 CG0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0040_SP_SET: CULVERT
 CG0040_STAMPING: V 325 1952
 CG0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0040
 CG0040  HISTORY     - Date     Condition        Report By
 CG0040  HISTORY     - 1952     MONUMENTED       CGS
 CG0040
 CG0040                          STATION DESCRIPTION
 CG0040
 CG0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0040'8.3 MI SW FROM DRAGOON.
 CG0040'8.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CG0040'THE STATION AT DRAGOON, 14.45 MILES EAST OF BENSON, IN THE TOP OF THE
 CG0040'WEST END OF THE SOUTH HEADWALL OF CULVERT NUMBER 1045.69, 8.0 RAILS
 CG0040'WEST OF A SECTION CAR SIDING, 11.2 FEET SOUTH OF THE SOUTH RAIL, 0.7
 CG0040'FOOT EAST OF THE WEST END OF HEADWALL, AND ABOUT 3 1/2 FEET LOWER THAN
 CG0040'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0296 ***********************************************************************
 CY0296  DESIGNATION -  V 330
 CY0296  PID         -  CY0296
 CY0296  STATE/COUNTY-  AZ/COCHISE
 CY0296  USGS QUAD   -  OLGA (1974)
 CY0296
 CY0296                         *CURRENT SURVEY CONTROL
 CY0296  ___________________________________________________________________
 CY0296* NAD 83(1992)-  32 17 13.20566(N)    109 18 19.78285(W)     ADJUSTED  
 CY0296* NAVD 88     -      1097.704  (meters)    3601.38   (feet)  ADJUSTED  
 CY0296  ___________________________________________________________________
 CY0296  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CY0296  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CY0296  DYNAMIC HT  -        1096.086 (meters)    3596.08  (feet)  COMP
 CY0296  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CY0296
 CY0296  HORZ ORDER  -  SECOND
 CY0296  VERT ORDER  -  FIRST     CLASS II
 CY0296
 CY0296.The horizontal coordinates were established by classical geodetic methods
 CY0296.and adjusted by the National Geodetic Survey in August 1993.
 CY0296
 CY0296.The orthometric height was determined by differential leveling
 CY0296.and adjusted in June 1991.
 CY0296
 CY0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0296
 CY0296.The geoid height was determined by GEOID03.
 CY0296
 CY0296.The dynamic height is computed by dividing the NAVD 88
 CY0296.geopotential number by the normal gravity value computed on the
 CY0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0296.degrees latitude (g = 980.6199 gals.).
 CY0296
 CY0296.The modeled gravity was interpolated from observed gravity values.
 CY0296
 CY0296;                    North         East     Units Scale Factor Converg.
 CY0296;SPC AZ E     -   143,014.879   294,473.505   MT  0.99998111   +0 27 36.1
 CY0296;SPC AZ E     -   469,208.92    966,120.42   iFT  0.99998111   +0 27 36.1
 CY0296;UTM  12      - 3,573,508.970   659,564.526   MT  0.99991398   +0 54 19.2
 CY0296
 CY0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0296!SPC AZ E     -   0.99983188  x   0.99998111  =   0.99981299
 CY0296!UTM  12      -   0.99983188  x   0.99991398  =   0.99974587
 CY0296
 CY0296                          SUPERSEDED SURVEY CONTROL
 CY0296
 CY0296  NAD 83(1986)-  32 17 13.20131(N)    109 18 19.78068(W) AD(       ) 2
 CY0296  NAD 27      -  32 17 12.92190(N)    109 18 17.56490(W) AD(       ) 2
 CY0296  NGVD 29 (??/??/92) 1096.994  (m)         3599.05   (f) ADJ UNCH    1 2
 CY0296
 CY0296.Superseded values are not recommended for survey control.
 CY0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0296.See file dsdata.txt to determine how the superseded data were derived.
 CY0296
 CY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5956573509(NAD 83)
 CY0296_MARKER: DB = BENCH MARK DISK
 CY0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0296_STAMPING: V 330 1952
 CY0296_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0296+STABILITY: SURFACE MOTION
 CY0296
 CY0296  HISTORY     - Date     Condition        Report By
 CY0296  HISTORY     - 1960     MONUMENTED       CGS
 CY0296  HISTORY     - 1970     GOOD             NGS
 CY0296  HISTORY     - 1979     GOOD             NGS
 CY0296  HISTORY     - 20050401 MARK NOT FOUND   NGS
 CY0296
 CY0296                          STATION DESCRIPTION
 CY0296
 CY0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0296'STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF EXISTING STATE
 CY0296'HIGHWAY 86, ABOUT 10-1/2 MILES EAST OF BOWIE AND 5 MILES WEST
 CY0296'OF SAN SIMON.
 CY0296'
 CY0296'THE STATION MARK 2 IS A STANDARD BENCH MARK DISK, STAMPED V 330
 CY0296'1952, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH
 CY0296'THE GROUND SURFACE.  IT IS 98 FEET NORTH OF THE CENTER OF THE
 CY0296'HIGHWAY AND 2.2 FEET SOUTH OF A METAL WITNESS POST.
 CY0296
 CY0296                          STATION RECOVERY (1970)
 CY0296
 CY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CY0296'5.0 MI W NW FROM SAN SIMON.
 CY0296'2.2 MILES EAST OF THE POST OFFICE AT BOWIE ON I-10 BUSINESS LOOP TO
 CY0296'FRONTAGE ROAD THENCE EAST ON FRONTAGE ROAD 9.3 MILES, 94 FEET NORTH OF
 CY0296'THE CENTER OF THE ROAD, 66 FEET NORTH-NORTHWEST OF A METAL CULVERT,
 CY0296'AND 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF
 CY0296'A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES
 CY0296'ABOVE THE SURFACE OF THE GROUND.  SEC 20 ,T 13S, R 30 E.
 CY0296
 CY0296                          STATION RECOVERY (1979)
 CY0296
 CY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0296'8.1 KILOMETERS (5.05 MILES) WEST ALONG OLD U. S. HIGHWAY 86 FROM THE
 CY0296'SAN SIMON HIGH SCHOOL AT SAN SIMON, 0.6 KILOMETER (0.4 MILE) EAST OF
 CY0296'RAILROAD MILE POST 1109, 28.6 METERS (94 FEET) NORTH OF THE CENTERLINE
 CY0296'OF THE HIGHWAY, 31.6 METERS (104 FEET) SOUTH OF THE SOUTH RAIL OF THE
 CY0296'SOUTHERN PACIFIC TRACKS, 20.1 METERS (66 FEET) NORTH-NORTHEAST OF
 CY0296'THE NORTH END OF A 0.75- BY 0.75-METER METAL PIPE CULVERT UNDER THE
 CY0296'OLD HIGHWAY, 19.1 METERS (63 FEET) SOUTH OF THE THIRD TELEPHONE POLE
 CY0296'WEST OF RAILROAD BRIDGE 1109.52 AND 5.8 METERS (19 FEET) WEST OF THE
 CY0296'CENTER OF A DRAINAGE DITCH.
 CY0296'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 CY0296'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CY0296
 CY0296                          STATION RECOVERY (2005)
 CY0296
 CY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0296'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.  DIGGING REVEALED NO
 CY0296'EVIDENCE OF CONCRETE POST, EXCEPT A CONCRETE SLIVER.  WITNESS POST WAS
 CY0296'LEFT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0520 ***********************************************************************
 DA0520  DESIGNATION -  V 331
 DA0520  PID         -  DA0520
 DA0520  STATE/COUNTY-  AZ/MARICOPA
 DA0520  USGS QUAD   -  MIDWAY (1986)
 DA0520
 DA0520                         *CURRENT SURVEY CONTROL
 DA0520  ___________________________________________________________________
 DA0520* NAD 83(1986)-  32 43 26.     (N)    112 49 55.     (W)     SCALED    
 DA0520* NAVD 88     -       322.881  (meters)    1059.32   (feet)  ADJUSTED  
 DA0520  ___________________________________________________________________
 DA0520  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DA0520  DYNAMIC HT  -         322.496 (meters)    1058.06  (feet)  COMP
 DA0520  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 DA0520
 DA0520  VERT ORDER  -  FIRST     CLASS II
 DA0520
 DA0520.The horizontal coordinates were scaled from a topographic map and have
 DA0520.an estimated accuracy of +/- 6 seconds.
 DA0520
 DA0520.The orthometric height was determined by differential leveling
 DA0520.and adjusted in June 1991.
 DA0520
 DA0520.The geoid height was determined by GEOID03.
 DA0520
 DA0520.The dynamic height is computed by dividing the NAVD 88
 DA0520.geopotential number by the normal gravity value computed on the
 DA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0520.degrees latitude (g = 980.6199 gals.).
 DA0520
 DA0520.The modeled gravity was interpolated from observed gravity values.
 DA0520
 DA0520;                    North         East    Units  Estimated Accuracy
 DA0520;SPC AZ C     -   191,500.      127,570.      MT  (+/- 180 meters Scaled)
 DA0520
 DA0520                          SUPERSEDED SURVEY CONTROL
 DA0520
 DA0520  NGVD 29 (??/??/92)  322.254  (m)         1057.26   (f) ADJ UNCH    1 2
 DA0520
 DA0520.Superseded values are not recommended for survey control.
 DA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0520.See file dsdata.txt to determine how the superseded data were derived.
 DA0520
 DA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB283221(NAD 83)
 DA0520_MARKER: DB = BENCH MARK DISK
 DA0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0520_STAMPING: V 331 1953
 DA0520_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0520+STABILITY: SURFACE MOTION
 DA0520
 DA0520  HISTORY     - Date     Condition        Report By
 DA0520  HISTORY     - 1953     MONUMENTED       CGS
 DA0520  HISTORY     - 1980     GOOD             NGS
 DA0520
 DA0520                          STATION DESCRIPTION
 DA0520
 DA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0520'17.0 MI S FROM GILA BEND.
 DA0520'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0520'COMPANY RAILROAD STATION AT GILA BEND, THENCE 2.0 MILES SOUTH ALONG
 DA0520'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 5 POLES SOUTH OF MILEPOLE
 DA0520'17, 359 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF WOODEN BRIDGE 171,
 DA0520'95.4 FEET WEST OF THE WEST RAIL, 62 FEET EAST OF THE CENTERLINE OF AN
 DA0520'ABANDONED HIGHWAY, 4 1/2 FEET SOUTH OF A TELEPHONE POLE, 2.4 FEET
 DA0520'NORTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN
 DA0520'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0520
 DA0520                          STATION RECOVERY (1980)
 DA0520
 DA0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0520'27.0 KM (16.8 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0520'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 0.6 KM (0.4 MI)
 DA0520'SOUTHEAST ACROSS COUNTRY FROM STATE HIGHWAY 85, 5 TELEGRAPH POLES
 DA0520'SOUTHWEST OF RAILWAY MILEPOLE 17, SET IN LINE WITH A ROW OF TELEGRAPH
 DA0520'POLES, 29.1 METERS (95.4 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DA0520'TRACKS, 109.4 METERS (359 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DA0520'RAILWAY BRIDGE NUMBER 171, 17.4 METERS (57.0 FT) SOUTHEAST OF THE
 DA0520'CENTERLINE OF A DIRT ROAD, 1.4 METERS (4.5 FT) SOUTHWEST OF THE
 DA0520'TELEGRAPH POLE.
 DA0520'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 DA0520'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0305 ***********************************************************************
 DA0305  DESIGNATION -  V 332
 DA0305  PID         -  DA0305
 DA0305  STATE/COUNTY-  AZ/PIMA
 DA0305  USGS QUAD   -  AJO NORTH (1990)
 DA0305
 DA0305                         *CURRENT SURVEY CONTROL
 DA0305  ___________________________________________________________________
 DA0305* NAD 83(1986)-  32 28 38.     (N)    112 52 25.     (W)     SCALED    
 DA0305* NAVD 88     -       416.58   (+/-2cm)    1366.7    (feet)  VERTCON   
 DA0305  ___________________________________________________________________
 DA0305  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0305  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0305
 DA0305.The horizontal coordinates were scaled from a topographic map and have
 DA0305.an estimated accuracy of +/- 6 seconds.
 DA0305
 DA0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0305.The vertical order pertains to the NGVD 29 superseded value.
 DA0305
 DA0305.The geoid height was determined by GEOID03.
 DA0305
 DA0305;                    North         East    Units  Estimated Accuracy
 DA0305;SPC AZ C     -   164,190.      123,410.      MT  (+/- 180 meters Scaled)
 DA0305
 DA0305                          SUPERSEDED SURVEY CONTROL
 DA0305
 DA0305  NGVD 29 (??/??/92)  415.914  (m)         1364.54   (f) ADJ UNCH    1 2
 DA0305
 DA0305.Superseded values are not recommended for survey control.
 DA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0305.See file dsdata.txt to determine how the superseded data were derived.
 DA0305
 DA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA239948(NAD 83)
 DA0305_MARKER: DB = BENCH MARK DISK
 DA0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0305_STAMPING: V 332 1953
 DA0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0305+STABILITY: SURFACE MOTION
 DA0305
 DA0305  HISTORY     - Date     Condition        Report By
 DA0305  HISTORY     - 1953     MONUMENTED       CGS
 DA0305  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA0305
 DA0305                          STATION DESCRIPTION
 DA0305
 DA0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0305'8.2 MI N FROM AJO.
 DA0305'8.2 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0305'THE STATION AT AJO, 10 POLES SOUTH OF MILEPOLE 35, AT THE CROSSING OF
 DA0305'A GRAVELED ROAD, 130 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0305'100.6 FEET WEST OF THE WEST RAIL, 12 1/2 FEET NORTHWEST OF A TELEPHONE
 DA0305'POLE, 2.0 FEET NORTH OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE
 DA0305'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0305'THE GROUND.
 DA0305
 DA0305                          STATION RECOVERY (1999)
 DA0305
 DA0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0395 ***********************************************************************
 CG0395  DESIGNATION -  V 334
 CG0395  PID         -  CG0395
 CG0395  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0395  USGS QUAD   -  TUBAC (1981)
 CG0395
 CG0395                         *CURRENT SURVEY CONTROL
 CG0395  ___________________________________________________________________
 CG0395* NAD 83(1986)-  31 32 46.     (N)    111 02 04.     (W)     SCALED    
 CG0395* NAVD 88     -      1007.27   (+/-2cm)    3304.7    (feet)  VERTCON   
 CG0395  ___________________________________________________________________
 CG0395  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CG0395  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0395
 CG0395.The horizontal coordinates were scaled from a topographic map and have
 CG0395.an estimated accuracy of +/- 6 seconds.
 CG0395
 CG0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0395.The vertical order pertains to the NGVD 29 superseded value.
 CG0395
 CG0395.The geoid height was determined by GEOID03.
 CG0395
 CG0395;                    North         East    Units  Estimated Accuracy
 CG0395;SPC AZ C     -    60,880.      297,130.      MT  (+/- 180 meters Scaled)
 CG0395
 CG0395                          SUPERSEDED SURVEY CONTROL
 CG0395
 CG0395  NGVD 29 (??/??/92) 1006.414  (m)         3301.88   (f) ADJ UNCH    1 2
 CG0395
 CG0395.Superseded values are not recommended for survey control.
 CG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0395.See file dsdata.txt to determine how the superseded data were derived.
 CG0395
 CG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV967901(NAD 83)
 CG0395_MARKER: DB = BENCH MARK DISK
 CG0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0395_STAMPING: V 334 1953
 CG0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0395+STABILITY: SURFACE MOTION
 CG0395
 CG0395  HISTORY     - Date     Condition        Report By
 CG0395  HISTORY     - 1953     MONUMENTED       CGS
 CG0395
 CG0395                          STATION DESCRIPTION
 CG0395
 CG0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0395'11.6 MI S FROM AMADO.
 CG0395'11.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0395'WATER TANK AT AMADO, 5 TELEPHONE POLES NORTH OF MILEPOLE 1033, 101
 CG0395'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A DIRT ROAD, 95.4 FEET
 CG0395'NORTHEAST OF THE NORTHEAST RAIL, 43 FEET NORTHEAST OF A POWER LINE
 CG0395'POLE WITH 2 GUY WIRES, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CG0395'DIRT ROAD, 3.1 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A
 CG0395'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 CG0395'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0490 ***********************************************************************
 DA0490  DESIGNATION -  V 336
 DA0490  PID         -  DA0490
 DA0490  STATE/COUNTY-  AZ/PIMA
 DA0490  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0490
 DA0490                         *CURRENT SURVEY CONTROL
 DA0490  ___________________________________________________________________
 DA0490* NAD 83(1986)-  32 29 02.     (N)    112 34 09.     (W)     SCALED    
 DA0490* NAVD 88     -       776.31   (+/-2cm)    2546.9    (feet)  VERTCON   
 DA0490  ___________________________________________________________________
 DA0490  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DA0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0490
 DA0490.The horizontal coordinates were scaled from a topographic map and have
 DA0490.an estimated accuracy of +/- 6 seconds.
 DA0490
 DA0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0490.The vertical order pertains to the NGVD 29 superseded value.
 DA0490
 DA0490.The geoid height was determined by GEOID03.
 DA0490
 DA0490;                    North         East    Units  Estimated Accuracy
 DA0490;SPC AZ C     -   164,710.      152,040.      MT  (+/- 180 meters Scaled)
 DA0490
 DA0490                          SUPERSEDED SURVEY CONTROL
 DA0490
 DA0490  NGVD 29 (??/??/92)  775.562  (m)         2544.49   (f) ADJ UNCH    2 0
 DA0490
 DA0490.Superseded values are not recommended for survey control.
 DA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0490.See file dsdata.txt to determine how the superseded data were derived.
 DA0490
 DA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA525951(NAD 83)
 DA0490_MARKER: DB = BENCH MARK DISK
 DA0490_SETTING: 80 = SET IN A BOULDER
 DA0490_SP_SET: BOULDER
 DA0490_STAMPING: V 336 1961
 DA0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0490+STABILITY: SURFACE MOTION
 DA0490
 DA0490  HISTORY     - Date     Condition        Report By
 DA0490  HISTORY     - 1961     MONUMENTED       CGS
 DA0490
 DA0490                          STATION DESCRIPTION
 DA0490
 DA0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0490'21.2 MI E FROM AJO.
 DA0490'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0490'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0490'STATE HIGHWAY 85.  THENCE 19.85 MILES EAST ALONG A DIRT ROAD WHICH
 DA0490'FOLLOWS A PIPE LINE.  0.3 MILE EAST OF A GATE ENTERING THE PAPAGO
 DA0490'INDIAN RESERVATION.  0.15 MILE EAST OF PIPE LINE MILEPOST NUMBER 63,
 DA0490'SET IN THE TOP OF A BLACK BOULDER WHICH PROJECTS 16 INCHES, 208 FEET
 DA0490'NORTH OF THE CENTER LINE OF THE ROAD, 56.8 FEET NORTH OF A METAL
 DA0490'WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0261 ***********************************************************************
 DA0261  DESIGNATION -  V 337
 DA0261  PID         -  DA0261
 DA0261  STATE/COUNTY-  AZ/PIMA
 DA0261  USGS QUAD   -  PISINIMO (1990)
 DA0261
 DA0261                         *CURRENT SURVEY CONTROL
 DA0261  ___________________________________________________________________
 DA0261* NAD 83(1986)-  32 06 00.     (N)    112 17 50.     (W)     SCALED    
 DA0261* NAVD 88     -       622.87   (+/-2cm)    2043.5    (feet)  VERTCON   
 DA0261  ___________________________________________________________________
 DA0261  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DA0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0261
 DA0261.The horizontal coordinates were scaled from a topographic map and have
 DA0261.an estimated accuracy of +/- 6 seconds.
 DA0261
 DA0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0261.The vertical order pertains to the NGVD 29 superseded value.
 DA0261
 DA0261.The geoid height was determined by GEOID03.
 DA0261
 DA0261;                    North         East    Units  Estimated Accuracy
 DA0261;SPC AZ C     -   122,020.      177,440.      MT  (+/- 180 meters Scaled)
 DA0261
 DA0261                          SUPERSEDED SURVEY CONTROL
 DA0261
 DA0261  NGVD 29 (??/??/92)  622.179  (m)         2041.27   (f) ADJ UNCH    2 0
 DA0261
 DA0261.Superseded values are not recommended for survey control.
 DA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0261.See file dsdata.txt to determine how the superseded data were derived.
 DA0261
 DA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA775522(NAD 83)
 DA0261_MARKER: DB = BENCH MARK DISK
 DA0261_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0261_SP_SET: 16 FT.
 DA0261_STAMPING: V 337 1961
 DA0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0261
 DA0261  HISTORY     - Date     Condition        Report By
 DA0261  HISTORY     - 1961     MONUMENTED       CGS
 DA0261
 DA0261                          STATION DESCRIPTION
 DA0261
 DA0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0261'5.3 MI N FROM PISINIMO.
 DA0261'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0261'PISINIMO, AN INDIAN VILLAGE.  THENCE 4.95 MILES NORTH ALONG A GRAVELED
 DA0261'ROAD.  80 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A
 DA0261'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON A 5/8-INCH
 DA0261'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED
 DA0261'IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0114 ***********************************************************************
 CH0114  DESIGNATION -  V 338
 CH0114  PID         -  CH0114
 CH0114  STATE/COUNTY-  AZ/PIMA
 CH0114  USGS QUAD   -  PIA OIK (1988)
 CH0114
 CH0114                         *CURRENT SURVEY CONTROL
 CH0114  ___________________________________________________________________
 CH0114* NAD 83(1986)-  31 54 50.     (N)    112 33 51.     (W)     SCALED    
 CH0114* NAVD 88     -       594.65   (+/-2cm)    1950.9    (feet)  VERTCON   
 CH0114  ___________________________________________________________________
 CH0114  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 CH0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0114
 CH0114.The horizontal coordinates were scaled from a topographic map and have
 CH0114.an estimated accuracy of +/- 6 seconds.
 CH0114
 CH0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0114.The vertical order pertains to the NGVD 29 superseded value.
 CH0114
 CH0114.The geoid height was determined by GEOID03.
 CH0114
 CH0114;                    North         East    Units  Estimated Accuracy
 CH0114;SPC AZ C     -   101,500.      152,120.      MT  (+/- 180 meters Scaled)
 CH0114
 CH0114                          SUPERSEDED SURVEY CONTROL
 CH0114
 CH0114  NGVD 29 (??/??/92)  593.929  (m)         1948.58   (f) ADJ UNCH    2 0
 CH0114
 CH0114.Superseded values are not recommended for survey control.
 CH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0114.See file dsdata.txt to determine how the superseded data were derived.
 CH0114
 CH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA521319(NAD 83)
 CH0114_MARKER: DB = BENCH MARK DISK
 CH0114_SETTING: 80 = SET IN A BOULDER
 CH0114_SP_SET: BOULDER
 CH0114_STAMPING: V 338 1961
 CH0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0114+STABILITY: SURFACE MOTION
 CH0114
 CH0114  HISTORY     - Date     Condition        Report By
 CH0114  HISTORY     - 1961     MONUMENTED       CGS
 CH0114
 CH0114                          STATION DESCRIPTION
 CH0114
 CH0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0114'7.6 MI N FROM MENAGERS.
 CH0114'ABOUT 7.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0114'WINDMILL AT MENAGERS, AN INIDAN VILLAGE.  AT THE JUNCTION OF THE ROAD
 CH0114'AND A ROAD LEADING EAST TO PIA OIK, AN INDIAN VILLAGE, 82 FEET EAST OF
 CH0114'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A LARGE BLACK BOULDER
 CH0114'WHICH PROJECTS 12 INCHES ABOVE THE GROUND, 79 FEET NORTH OF THE CENTER
 CH0114'LINE OF THE ROAD LEADING TO PIA OIK, AND ABOUT 2 FEET ABOVE THE LEVEL
 CH0114'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0040 ***********************************************************************
 CH0040  DESIGNATION -  V 339
 CH0040  PID         -  CH0040
 CH0040  STATE/COUNTY-  AZ/PIMA
 CH0040  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0040
 CH0040                         *CURRENT SURVEY CONTROL
 CH0040  ___________________________________________________________________
 CH0040* NAD 83(1986)-  31 39 50.     (N)    112 02 34.     (W)     SCALED    
 CH0040* NAVD 88     -       729.92   (+/-2cm)    2394.7    (feet)  VERTCON   
 CH0040  ___________________________________________________________________
 CH0040  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0040
 CH0040.The horizontal coordinates were scaled from a topographic map and have
 CH0040.an estimated accuracy of +/- 6 seconds.
 CH0040
 CH0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0040.The vertical order pertains to the NGVD 29 superseded value.
 CH0040
 CH0040.The geoid height was determined by GEOID03.
 CH0040
 CH0040;                    North         East    Units  Estimated Accuracy
 CH0040;SPC AZ C     -    73,610.      201,400.      MT  (+/- 180 meters Scaled)
 CH0040
 CH0040                          SUPERSEDED SURVEY CONTROL
 CH0040
 CH0040  NGVD 29 (??/??/92)  729.195  (m)         2392.37   (f) ADJ UNCH    2 0
 CH0040
 CH0040.Superseded values are not recommended for survey control.
 CH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0040.See file dsdata.txt to determine how the superseded data were derived.
 CH0040
 CH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA011036(NAD 83)
 CH0040_MARKER: DB = BENCH MARK DISK
 CH0040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CH0040_SP_SET: 12 FT.
 CH0040_STAMPING: V 339 1961
 CH0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CH0040
 CH0040  HISTORY     - Date     Condition        Report By
 CH0040  HISTORY     - 1961     MONUMENTED       CGS
 CH0040
 CH0040                          STATION DESCRIPTION
 CH0040
 CH0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0040'10.4 MI SW FROM VAMORI.
 CH0040'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CH0040'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CH0040'THENCE 9.8 MILES SOUTHWEST ALONG A DIRT ROAD, 15 FEET SOUTH-SOUTHEAST
 CH0040'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 CH0040'IS NUMBERED 70, 0.1 MILE NORTHEAST OF AN ABANDONED INDIAN VILLAGE, SET
 CH0040'IN THE CENTER OF A TRIANGLE FORMED BY THE ROADS, 30 FEET NORTHWEST OF
 CH0040'THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 30 FEET SOUTH OF THE
 CH0040'CENTER LINE OF THE ROAD ON THE NORTH SIDE OF THE TRIANGLE, 38 FEET
 CH0040'EAST OF THE CENTER LINE OF THE ROAD ON THE WEST SIDE OF THE TRIANGLE,
 CH0040'1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CH0040'ROADS, CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 CH0040'DRIVEN TO A DEPTH OF 12 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5
 CH0040'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0180 ***********************************************************************
 FP0180  DESIGNATION -  V 34
 FP0180  PID         -  FP0180
 FP0180  STATE/COUNTY-  AZ/APACHE
 FP0180  USGS QUAD   -  WEST OF WINDOW ROCK (1983)
 FP0180
 FP0180                         *CURRENT SURVEY CONTROL
 FP0180  ___________________________________________________________________
 FP0180* NAD 83(1986)-  35 39 30.     (N)    109 09 25.     (W)     SCALED    
 FP0180* NAVD 88     -      2212.428  (meters)    7258.61   (feet)  ADJUSTED  
 FP0180  ___________________________________________________________________
 FP0180  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 FP0180  DYNAMIC HT  -        2209.307 (meters)    7248.37  (feet)  COMP
 FP0180  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 FP0180
 FP0180  VERT ORDER  -  FIRST     CLASS II
 FP0180
 FP0180.The horizontal coordinates were scaled from a topographic map and have
 FP0180.an estimated accuracy of +/- 6 seconds.
 FP0180
 FP0180.The orthometric height was determined by differential leveling
 FP0180.and adjusted in June 1991.
 FP0180
 FP0180.The geoid height was determined by GEOID03.
 FP0180
 FP0180.The dynamic height is computed by dividing the NAVD 88
 FP0180.geopotential number by the normal gravity value computed on the
 FP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0180.degrees latitude (g = 980.6199 gals.).
 FP0180
 FP0180.The modeled gravity was interpolated from observed gravity values.
 FP0180
 FP0180;                    North         East    Units  Estimated Accuracy
 FP0180;SPC AZ E     -   517,080.      304,780.      MT  (+/- 180 meters Scaled)
 FP0180
 FP0180                          SUPERSEDED SURVEY CONTROL
 FP0180
 FP0180  NGVD 29 (??/??/92) 2211.417  (m)         7255.29   (f) ADJ UNCH    1 2
 FP0180
 FP0180.Superseded values are not recommended for survey control.
 FP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0180.See file dsdata.txt to determine how the superseded data were derived.
 FP0180
 FP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE668476(NAD 83)
 FP0180_MARKER: DB = BENCH MARK DISK
 FP0180_SETTING: 66 = SET IN ROCK OUTCROP
 FP0180_SP_SET: OUTCROP
 FP0180_STAMPING: 7255.291 V 34 1933
 FP0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0180+STABILITY: POSITION/ELEVATION WELL
 FP0180
 FP0180  HISTORY     - Date     Condition        Report By
 FP0180  HISTORY     - 1933     MONUMENTED       CGS
 FP0180  HISTORY     - 1934     GOOD             NGS
 FP0180  HISTORY     - 1978     GOOD             USGS
 FP0180
 FP0180                          STATION DESCRIPTION
 FP0180
 FP0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0180'24.3 MI SE FROM GANADO.
 FP0180'24.3 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0180'OFFICE AT GANADO, APACHE COUNTY, 3.4 MILES WEST OF THE JOE KUHN
 FP0180'TRADING POST, ON THE BANK OF A WASH, 46 YARDS WEST OF THE CENTERLINE
 FP0180'OF THE ROAD, 20 YARDS NORTHWEST OF A POLE, 34 YARDS SOUTHEAST OF
 FP0180'ANOTHER POLE, IN THE TOP OF A 24 - BY 36-FOOT OUTCROP 8 FEET HIGH, AND
 FP0180'10 FEET WEST OF THE EAST CORNER OF THE OUTCROP.  A STANDARD DISK,
 FP0180'STAMPED 7255.291 V 34 1933.
 FP0180
 FP0180                          STATION RECOVERY (1978)
 FP0180
 FP0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FP0180'5.55 MILES WEST OF THE CIVIC CENTER BLDNG IN THE NAVAJO TRIBAL
 FP0180'FAIRGROUNDS ALONG STATE HWY 264, 2.5 MI. WEST OF THE TWO STORY
 FP0180'TRADING POST, AFTER A LONG NW CURVE IN THE HWY AT A POINT WHERE THE
 FP0180'OLD ROAD JOINS THE PRESENT HWY, TURN LEFT THEN SOUTH FOR 100 FT., 150
 FP0180'FT. WEST OF THE CENTERLINE OF OLD ROAD, ON TOP OF A 24 FT. BY 36 FT.
 FP0180'OUTCROP ABOUT 8 FT. HIGH, 10 FT. WEST OF THE EAST CORNER OF THE
 FP0180'OUTCROP. A STANDARD DISK STAMPED, 7255.291 V 34 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0319 ***********************************************************************
 FQ0319  DESIGNATION -  V 340
 FQ0319  PID         -  FQ0319
 FQ0319  STATE/COUNTY-  AZ/COCONINO
 FQ0319  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0319
 FQ0319                         *CURRENT SURVEY CONTROL
 FQ0319  ___________________________________________________________________
 FQ0319* NAD 83(1986)-  35 12 33.     (N)    111 32 55.     (W)     SCALED    
 FQ0319* NAVD 88     -      2050.298  (meters)    6726.69   (feet)  POSTED    
 FQ0319  ___________________________________________________________________
 FQ0319  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FQ0319  DYNAMIC HT  -        2047.370 (meters)    6717.08  (feet)  COMP
 FQ0319  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 FQ0319
 FQ0319  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0319
 FQ0319.The horizontal coordinates were scaled from a topographic map and have
 FQ0319.an estimated accuracy of +/- 6 seconds.
 FQ0319
 FQ0319.The orthometric height was determined by differential leveling
 FQ0319.and adjusted by the  in 1992.
 FQ0319.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0319.rate of 1.1 thru 2.0 mm/km.
 FQ0319
 FQ0319.The geoid height was determined by GEOID03.
 FQ0319
 FQ0319.The dynamic height is computed by dividing the NAVD 88
 FQ0319.geopotential number by the normal gravity value computed on the
 FQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0319.degrees latitude (g = 980.6199 gals.).
 FQ0319
 FQ0319.The modeled gravity was interpolated from observed gravity values.
 FQ0319
 FQ0319;                    North         East    Units  Estimated Accuracy
 FQ0319;SPC AZ C     -   466,840.      246,870.      MT  (+/- 180 meters Scaled)
 FQ0319
 FQ0319                          SUPERSEDED SURVEY CONTROL
 FQ0319
 FQ0319  NGVD 29 (??/??/92) 2049.262  (m)         6723.29   (f) ADJ UNCH    2 0
 FQ0319
 FQ0319.Superseded values are not recommended for survey control.
 FQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0319.See file dsdata.txt to determine how the superseded data were derived.
 FQ0319
 FQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD500963(NAD 83)
 FQ0319_MARKER: DB = BENCH MARK DISK
 FQ0319_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0319_SP_SET: ROCK OUTCROP
 FQ0319_STAMPING: V 340 1958
 FQ0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0319+STABILITY: POSITION/ELEVATION WELL
 FQ0319
 FQ0319  HISTORY     - Date     Condition        Report By
 FQ0319  HISTORY     - 1958     MONUMENTED       CGS
 FQ0319
 FQ0319                          STATION DESCRIPTION
 FQ0319
 FQ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0319'8.1 MI E FROM FLAGSTAFF.
 FQ0319'4.8 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0319'IN FLAGSTAFF, THENCE 2.2 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.1
 FQ0319'MILES EAST ALONG MAIN TRACK ROAD, 136 FEET NORTH OF THE TRACK ROAD, 28
 FQ0319'PACES NORTHEAST OF A LARGE TWIN PINE TREE, 17 FEET NORTH-NORTHEAST OF
 FQ0319'THE WITNESS POST, CEMENTED IN A DRILL HOLE OF A ROCK OUTCROP THAT
 FQ0319'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0775 ***********************************************************************
 CG0775  DESIGNATION -  V 340
 CG0775  PID         -  CG0775
 CG0775  STATE/COUNTY-  AZ/PIMA
 CG0775  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0775
 CG0775                         *CURRENT SURVEY CONTROL
 CG0775  ___________________________________________________________________
 CG0775* NAD 83(1986)-  31 44 41.     (N)    111 51 47.     (W)     SCALED    
 CG0775* NAVD 88     -       710.24   (+/-2cm)    2330.2    (feet)  VERTCON   
 CG0775  ___________________________________________________________________
 CG0775  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 CG0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0775
 CG0775.The horizontal coordinates were scaled from a topographic map and have
 CG0775.an estimated accuracy of +/- 6 seconds.
 CG0775
 CG0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0775.The vertical order pertains to the NGVD 29 superseded value.
 CG0775
 CG0775.The geoid height was determined by GEOID03.
 CG0775
 CG0775;                    North         East    Units  Estimated Accuracy
 CG0775;SPC AZ C     -    82,570.      218,440.      MT  (+/- 180 meters Scaled)
 CG0775
 CG0775                          SUPERSEDED SURVEY CONTROL
 CG0775
 CG0775  NGVD 29 (??/??/92)  709.533  (m)         2327.86   (f) ADJ UNCH    2 0
 CG0775
 CG0775.Superseded values are not recommended for survey control.
 CG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0775.See file dsdata.txt to determine how the superseded data were derived.
 CG0775
 CG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA182124(NAD 83)
 CG0775_MARKER: DB = BENCH MARK DISK
 CG0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0775_STAMPING: V 340 1961
 CG0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0775+STABILITY: SURFACE MOTION
 CG0775
 CG0775  HISTORY     - Date     Condition        Report By
 CG0775  HISTORY     - 1961     MONUMENTED       CGS
 CG0775
 CG0775                          STATION DESCRIPTION
 CG0775
 CG0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0775'3.4 MI NE FROM VAMORI.
 CG0775'ABOUT 3.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE WINDMILL
 CG0775'AND TWO WATER TANKS AT VAMORI, 1.8 MILES SOUTHWEST OF A 4X4-INCH WHITE
 CG0775'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 73, ABOUT
 CG0775'0.1 MILE SOUTH OF AN EARTH LEVEE, ABOUT 0.1 MILE EAST OF A CURVE IN
 CG0775'THE ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH
 CG0775'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CG0775'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0200 ***********************************************************************
 FQ0200  DESIGNATION -  V 341
 FQ0200  PID         -  FQ0200
 FQ0200  STATE/COUNTY-  AZ/COCONINO
 FQ0200  USGS QUAD   -  ANGELL (1983)
 FQ0200
 FQ0200                         *CURRENT SURVEY CONTROL
 FQ0200  ___________________________________________________________________
 FQ0200* NAD 83(1986)-  35 09 31.     (N)    111 17 12.     (W)     SCALED    
 FQ0200* NAVD 88     -      1800.455  (meters)    5906.99   (feet)  ADJUSTED  
 FQ0200  ___________________________________________________________________
 FQ0200  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FQ0200  DYNAMIC HT  -        1798.008 (meters)    5898.96  (feet)  COMP
 FQ0200  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 FQ0200
 FQ0200  VERT ORDER  -  FIRST     CLASS II
 FQ0200
 FQ0200.The horizontal coordinates were scaled from a topographic map and have
 FQ0200.an estimated accuracy of +/- 6 seconds.
 FQ0200
 FQ0200.The orthometric height was determined by differential leveling
 FQ0200.and adjusted in June 1991.
 FQ0200
 FQ0200.The geoid height was determined by GEOID03.
 FQ0200
 FQ0200.The dynamic height is computed by dividing the NAVD 88
 FQ0200.geopotential number by the normal gravity value computed on the
 FQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0200.degrees latitude (g = 980.6199 gals.).
 FQ0200
 FQ0200.The modeled gravity was interpolated from observed gravity values.
 FQ0200
 FQ0200;                    North         East    Units  Estimated Accuracy
 FQ0200;SPC AZ C     -   461,350.      270,760.      MT  (+/- 180 meters Scaled)
 FQ0200
 FQ0200                          SUPERSEDED SURVEY CONTROL
 FQ0200
 FQ0200  NGVD 29 (??/??/92) 1799.548  (m)         5904.02   (f) ADJ UNCH    1 2
 FQ0200
 FQ0200.Superseded values are not recommended for survey control.
 FQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0200.See file dsdata.txt to determine how the superseded data were derived.
 FQ0200
 FQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD738906(NAD 83)
 FQ0200_MARKER: DB = BENCH MARK DISK
 FQ0200_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0200_SP_SET: ROCK OUTCROP
 FQ0200_STAMPING: V 341 1958
 FQ0200_MARK LOGO: CGS   
 FQ0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0200+STABILITY: POSITION/ELEVATION WELL
 FQ0200
 FQ0200  HISTORY     - Date     Condition        Report By
 FQ0200  HISTORY     - 1958     MONUMENTED       CGS
 FQ0200  HISTORY     - 1983     GOOD             NGS
 FQ0200
 FQ0200                          STATION DESCRIPTION
 FQ0200
 FQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0200'22.6 MI E FROM FLAGSTAFF.
 FQ0200'22.6 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0200'IN FLAGSTAFF, 0.5 MILE SOUTHWEST OF THE TWIN ARROWS TRADING POST, 84
 FQ0200'FEET SOUTHEAST OF THE SOUTH END OF A LARGE CONCRETE BRIDGE, 65 FEET
 FQ0200'EAST OF MILEPOST 238, 15.3 FEET SOUTH OF A WITNESS POST AND CEMENTED
 FQ0200'IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 2 INCHES.
 FQ0200
 FQ0200                          STATION RECOVERY (1983)
 FQ0200
 FQ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0200'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 FQ0200'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0200'RAILROAD STATION IN FLAGSTAFF, THENCE 22.2 KM (13.8 MI) EASTERLY ALONG
 FQ0200'INTERSTATE HIGHWAY 40, IN THE CENTER OF A 3 BY 6 FT EXPOSED AREA OF
 FQ0200'OUTCROPPING BEDROCK, 28.4 METERS (93.2 FT) SOUTHEAST OF THE CENTERLINE
 FQ0200'OF THE EAST BOUND LANES OF THE HIGHWAY, 25.6 METERS (84.0 FT) SOUTH OF
 FQ0200'THE SOUTHWEST CORNER OF A BRIDGE SPANNING PADRE CANYON AND 5.8 METERS
 FQ0200'(19.0 FT) SOUTHEAST OF A FENCE.
 FQ0200'THE MARK IS 4.7 METERS  SW FROM A WITNESS POST.
 FQ0200'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0060 ***********************************************************************
 CH0060  DESIGNATION -  V 341
 CH0060  PID         -  CH0060
 CH0060  STATE/COUNTY-  AZ/PIMA
 CH0060  USGS QUAD   -  KUPK (1988)
 CH0060
 CH0060                         *CURRENT SURVEY CONTROL
 CH0060  ___________________________________________________________________
 CH0060* NAD 83(1986)-  31 53 08.     (N)    112 08 42.     (W)     SCALED    
 CH0060* NAVD 88     -       579.19   (+/-2cm)    1900.2    (feet)  VERTCON   
 CH0060  ___________________________________________________________________
 CH0060  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0060
 CH0060.The horizontal coordinates were scaled from a topographic map and have
 CH0060.an estimated accuracy of +/- 6 seconds.
 CH0060
 CH0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0060.The vertical order pertains to the NGVD 29 superseded value.
 CH0060
 CH0060.The geoid height was determined by GEOID03.
 CH0060
 CH0060;                    North         East    Units  Estimated Accuracy
 CH0060;SPC AZ C     -    98,200.      191,760.      MT  (+/- 180 meters Scaled)
 CH0060
 CH0060                          SUPERSEDED SURVEY CONTROL
 CH0060
 CH0060  NGVD 29 (??/??/92)  578.509  (m)         1897.99   (f) ADJ UNCH    2 0
 CH0060
 CH0060.Superseded values are not recommended for survey control.
 CH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0060.See file dsdata.txt to determine how the superseded data were derived.
 CH0060
 CH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA917283(NAD 83)
 CH0060_MARKER: DB = BENCH MARK DISK
 CH0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0060_STAMPING: V 341 1961
 CH0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0060+STABILITY: SURFACE MOTION
 CH0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0060+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2002
 CH0060
 CH0060  HISTORY     - Date     Condition        Report By
 CH0060  HISTORY     - 1961     MONUMENTED       CGS
 CH0060  HISTORY     - 20020322 GOOD             INDIV
 CH0060
 CH0060                          STATION DESCRIPTION
 CH0060
 CH0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0060'IN CHUWUT MURK.
 CH0060'AT CHUWUT MURK, AN INDIAN VILLAGE.  329 FEET SOUTHEAST OF THE
 CH0060'SOUTHEAST CORNER OF THE STUCCO CHURCH, 16 FEET EAST OF THE CENTER LINE
 CH0060'OF A DIM TRAIL ROAD LEADING SOUTH, 2.0 FEET EAST OF A METAL WITNESS
 CH0060'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0060'PROJECTING 1 FOOT.  NOTE-- THIS MARK IS 0.7 MILE EAST OF A 4X4-INCH
 CH0060'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 63.
 CH0060
 CH0060                          STATION RECOVERY (2002)
 CH0060
 CH0060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0918 ***********************************************************************
 DA0918  DESIGNATION -  V 342
 DA0918  PID         -  DA0918
 DA0918  STATE/COUNTY-  AZ/PIMA
 DA0918  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0918
 DA0918                         *CURRENT SURVEY CONTROL
 DA0918  ___________________________________________________________________
 DA0918* NAD 83(1986)-  32 07 27.     (N)    113 06 01.     (W)     SCALED    
 DA0918* NAVD 88     -       329.19   (+/-2cm)    1080.0    (feet)  VERTCON   
 DA0918  ___________________________________________________________________
 DA0918  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DA0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0918
 DA0918.The horizontal coordinates were scaled from a topographic map and have
 DA0918.an estimated accuracy of +/- 6 seconds.
 DA0918
 DA0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0918.The vertical order pertains to the NGVD 29 superseded value.
 DA0918
 DA0918.The geoid height was determined by GEOID03.
 DA0918
 DA0918;                    North         East    Units  Estimated Accuracy
 DA0918;SPC AZ C     -   125,250.      101,680.      MT  (+/- 180 meters Scaled)
 DA0918
 DA0918                          SUPERSEDED SURVEY CONTROL
 DA0918
 DA0918  NGVD 29 (??/??/92)  328.502  (m)         1077.76   (f) ADJ UNCH    2 0
 DA0918
 DA0918.Superseded values are not recommended for survey control.
 DA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0918.See file dsdata.txt to determine how the superseded data were derived.
 DA0918
 DA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA018561(NAD 83)
 DA0918_MARKER: DB = BENCH MARK DISK
 DA0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0918_STAMPING: V 342 1961
 DA0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0918+STABILITY: SURFACE MOTION
 DA0918
 DA0918  HISTORY     - Date     Condition        Report By
 DA0918  HISTORY     - 1961     MONUMENTED       CGS
 DA0918  HISTORY     - 1962     GOOD             NGS
 DA0918  HISTORY     - 19880210 GOOD             USPSQD
 DA0918
 DA0918                          STATION DESCRIPTION
 DA0918
 DA0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0918'29.55 MI SW FROM AJO.
 DA0918'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0918'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0918'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0918'THENCE 15.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO BATES WELL AND
 DA0918'HENRY GRAYS RANCH HOUSE.  THENCE 10.0 MILES SOUTHWEST ALONG A TRAIL
 DA0918'ROAD, 1.5 MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0918'WHICH PROJECTS 16 FEET AND IS NUMBERED 51, 1.0 MILE SOUTHWEST OF AN
 DA0918'ENTRANCE GATE TO THE CABEZA PRIETA GAME REFUGE, 26 FEET NORTHWEST OF
 DA0918'THE CENTER LINE OF THE TRAIL ROAD, 1.4 FEET NORTHWEST OF A METAL
 DA0918'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET
 DA0918'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DA0918
 DA0918                          STATION RECOVERY (1988)
 DA0918
 DA0918'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0261 ***********************************************************************
 ET0261  DESIGNATION -  V 342
 ET0261  PID         -  ET0261
 ET0261  STATE/COUNTY-  AZ/YAVAPAI
 ET0261  USGS QUAD   -  BLACK CANYON CITY (1969)
 ET0261
 ET0261                         *CURRENT SURVEY CONTROL
 ET0261  ___________________________________________________________________
 ET0261* NAD 83(1986)-  34 06 49.     (N)    112 08 46.     (W)     SCALED    
 ET0261* NAVD 88     -       732.54   (+/-2cm)    2403.3    (feet)  VERTCON   
 ET0261  ___________________________________________________________________
 ET0261  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 ET0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0261
 ET0261.The horizontal coordinates were scaled from a topographic map and have
 ET0261.an estimated accuracy of +/- 6 seconds.
 ET0261
 ET0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0261.The vertical order pertains to the NGVD 29 superseded value.
 ET0261
 ET0261.The geoid height was determined by GEOID03.
 ET0261
 ET0261;                    North         East    Units  Estimated Accuracy
 ET0261;SPC AZ C     -   345,280.      192,190.      MT  (+/- 180 meters Scaled)
 ET0261
 ET0261                          SUPERSEDED SURVEY CONTROL
 ET0261
 ET0261  NGVD 29 (??/??/92)  731.912  (m)         2401.28   (f) ADJ UNCH    2 0
 ET0261
 ET0261.Superseded values are not recommended for survey control.
 ET0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0261.See file dsdata.txt to determine how the superseded data were derived.
 ET0261
 ET0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942753(NAD 83)
 ET0261_MARKER: DB = BENCH MARK DISK
 ET0261_SETTING: 66 = SET IN ROCK OUTCROP
 ET0261_SP_SET: ROCK OUTCROP
 ET0261_STAMPING: V 342 1958
 ET0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0261+STABILITY: POSITION/ELEVATION WELL
 ET0261
 ET0261  HISTORY     - Date     Condition        Report By
 ET0261  HISTORY     - 1958     MONUMENTED       CGS
 ET0261  HISTORY     - 1959     GOOD             NGS
 ET0261
 ET0261                          STATION DESCRIPTION
 ET0261
 ET0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0261'3.5 MI N FROM BLACK CANYON.
 ET0261'3.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0261'CANYON, 0.4 MILE SOUTH OF MILEPOST NUMBER 247, 97 FEET WEST OF THE
 ET0261'CENTER OF THE HIGHWAY, 1.5 FEET EAST OF THE FENCE, 7 FEET SOUTH OF THE
 ET0261'WITNESS POST, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 ET0261'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0195 ***********************************************************************
 DV0195  DESIGNATION -  V 343
 DV0195  PID         -  DV0195
 DV0195  STATE/COUNTY-  AZ/MARICOPA
 DV0195  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0195
 DV0195                         *CURRENT SURVEY CONTROL
 DV0195  ___________________________________________________________________
 DV0195* NAD 83(1986)-  33 33 21.     (N)    112 06 48.     (W)     SCALED    
 DV0195* NAVD 88     -       368.737  (meters)    1209.76   (feet)  ADJUSTED  
 DV0195  ___________________________________________________________________
 DV0195  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0195  DYNAMIC HT  -         368.314 (meters)    1208.38  (feet)  COMP
 DV0195  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 DV0195
 DV0195  VERT ORDER  -  FIRST     CLASS II
 DV0195
 DV0195.The horizontal coordinates were scaled from a topographic map and have
 DV0195.an estimated accuracy of +/- 6 seconds.
 DV0195
 DV0195.The orthometric height was determined by differential leveling
 DV0195.and adjusted in November 1993.
 DV0195
 DV0195.The geoid height was determined by GEOID03.
 DV0195
 DV0195.The dynamic height is computed by dividing the NAVD 88
 DV0195.geopotential number by the normal gravity value computed on the
 DV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0195.degrees latitude (g = 980.6199 gals.).
 DV0195
 DV0195.The modeled gravity was interpolated from observed gravity values.
 DV0195
 DV0195;                    North         East    Units  Estimated Accuracy
 DV0195;SPC AZ C     -   283,410.      195,100.      MT  (+/- 180 meters Scaled)
 DV0195
 DV0195                          SUPERSEDED SURVEY CONTROL
 DV0195
 DV0195  NGVD 29 (??/??/92)  368.270  (m)         1208.23   (f) ADJ UNCH    1 2
 DV0195
 DV0195.Superseded values are not recommended for survey control.
 DV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0195.See file dsdata.txt to determine how the superseded data were derived.
 DV0195
 DV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966134(NAD 83)
 DV0195_MARKER: DB = BENCH MARK DISK
 DV0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0195_STAMPING: V 343 1959
 DV0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0195+STABILITY: SURFACE MOTION
 DV0195
 DV0195  HISTORY     - Date     Condition        Report By
 DV0195  HISTORY     - 1959     MONUMENTED       CGS
 DV0195  HISTORY     - 1981     GOOD             AZDT
 DV0195  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 DV0195  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0195  HISTORY     - 20070302 MARK NOT FOUND   GEOCAC
 DV0195
 DV0195                          STATION DESCRIPTION
 DV0195
 DV0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0195'IN PHOENIX.
 DV0195'5.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0195'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.2 MILE NORTH OF MILEPOST
 DV0195'NUMBER 207, 155 FEET SOUTH OF THE CANYON ACRES TRAILER RANCH ENTRANCE,
 DV0195'80 FEET WEST OF THE CENTER OF THE HIGHWAY, 33 FEET SOUTH OF THE
 DV0195'NORTHEAST FENCE CORNER SURROUNDING THE NORTHERN DRIVE-IN THEATER, 1
 DV0195'FOOT EAST OF THE FENCE, 1.5 FEET NORTH OF THE WITNESS POST, SET IN THE
 DV0195'TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 DV0195
 DV0195                          STATION RECOVERY (1981)
 DV0195
 DV0195'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0195'6.2 MI (10.0 KM) NORTH ALONG INTERSTATE 17 FROM THE
 DV0195'INTERSECTION OF MCDOWELL ROAD IN PHOENIX TO THE MARK ON THE SOUTHBOUND
 DV0195'FRONTAGE ROAD 0.2 MILE (0.32 KM) NORTH OF NORTHERN AVENUE
 DV0195'0.8 MILE (1.29 KM) SOUTH OF DUNLAP AVENUE.
 DV0195'35.4 FT (10.79 METERS) WEST OF THE WEST EDGE OF PAVEMENT OF THE
 DV0195'SOUTHBOUND FRONTAGE ROAD.  43.8 FT (13.35 METERS) SOUTH OF THE
 DV0195'CENTERLINE OF AN EAST-WEST ALLEY.
 DV0195
 DV0195                          STATION RECOVERY (1991)
 DV0195
 DV0195'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 DV0195'MARK NOT FOUND.
 DV0195
 DV0195                          STATION RECOVERY (1995)
 DV0195
 DV0195'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0195'MARK NOT FOUND.
 DV0195
 DV0195                          STATION RECOVERY (2007)
 DV0195
 DV0195'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0195'NONE OF THE REFERENCED LANDMARKS STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0894 ***********************************************************************
 DA0894  DESIGNATION -  V 344
 DA0894  PID         -  DA0894
 DA0894  STATE/COUNTY-  AZ/YUMA
 DA0894  USGS QUAD   -  LAS PLAYAS (1990)
 DA0894
 DA0894                         *CURRENT SURVEY CONTROL
 DA0894  ___________________________________________________________________
 DA0894* NAD 83(1986)-  32 04 02.     (N)    113 25 18.     (W)     SCALED    
 DA0894* NAVD 88     -       211.27   (+/-2cm)     693.1    (feet)  VERTCON   
 DA0894  ___________________________________________________________________
 DA0894  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DA0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0894
 DA0894.The horizontal coordinates were scaled from a topographic map and have
 DA0894.an estimated accuracy of +/- 6 seconds.
 DA0894
 DA0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0894.The vertical order pertains to the NGVD 29 superseded value.
 DA0894
 DA0894.The geoid height was determined by GEOID03.
 DA0894
 DA0894;                    North         East    Units  Estimated Accuracy
 DA0894;SPC AZ W     -   118,370.      244,360.      MT  (+/- 180 meters Scaled)
 DA0894
 DA0894                          SUPERSEDED SURVEY CONTROL
 DA0894
 DA0894  NGVD 29 (??/??/92)  210.589  (m)          690.91   (f) ADJ UNCH    2 0
 DA0894
 DA0894.Superseded values are not recommended for survey control.
 DA0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0894.See file dsdata.txt to determine how the superseded data were derived.
 DA0894
 DA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA713504(NAD 83)
 DA0894_MARKER: DB = BENCH MARK DISK
 DA0894_SETTING: 80 = SET IN A BOULDER
 DA0894_SP_SET: BOULDER
 DA0894_STAMPING: V 344 1961
 DA0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0894+STABILITY: SURFACE MOTION
 DA0894
 DA0894  HISTORY     - Date     Condition        Report By
 DA0894  HISTORY     - 1961     MONUMENTED       CGS
 DA0894  HISTORY     - 1962     GOOD             NGS
 DA0894
 DA0894                          STATION DESCRIPTION
 DA0894
 DA0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0894'10.8 MI SW FROM PAPAGO WELL.
 DA0894'ABOUT 8.9 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0894'TANK AT PAPAGO WELL.  THENCE 1.9 MILES NORTHWEST ALONG THE UNITED
 DA0894'STATES-MEXICO BORDER FENCE, 0.3 MILE SOUTH-SOUTHEAST AND 1.9 MILES
 DA0894'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0894'FEET AND IS NUMBERED 30, 1.1 MILES EAST OF A CONCRETE MARKER NUMBERED
 DA0894'180, 209 FEET NORTH OF THE BORDER FENCE, 197 FEET NORTH OF THE CENTER
 DA0894'LINE OF THE TRAIL ROAD, 1.5 FEET WEST OF A ROCK CAIRN, ABOUT LEVEL
 DA0894'WITH THE TRAIL ROAD, SET FLUSH IN THE TOP OF A BLACK BOULDER AND ON
 DA0894'THE WEST SLOPE OF A LAVA RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0568 ***********************************************************************
 ES0568  DESIGNATION -  V 344
 ES0568  PID         -  ES0568
 ES0568  STATE/COUNTY-  AZ/YAVAPAI
 ES0568  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0568
 ES0568                         *CURRENT SURVEY CONTROL
 ES0568  ___________________________________________________________________
 ES0568* NAD 83(1986)-  34 40 24.     (N)    111 46 25.     (W)     SCALED    
 ES0568* NAVD 88     -      1154.095  (meters)    3786.39   (feet)  ADJUSTED  
 ES0568  ___________________________________________________________________
 ES0568  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 ES0568  DYNAMIC HT  -        1152.630 (meters)    3781.59  (feet)  COMP
 ES0568  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 ES0568
 ES0568  VERT ORDER  -  SECOND    CLASS 0
 ES0568
 ES0568.The horizontal coordinates were scaled from a topographic map and have
 ES0568.an estimated accuracy of +/- 6 seconds.
 ES0568
 ES0568.The orthometric height was determined by differential leveling
 ES0568.and adjusted in June 1991.
 ES0568
 ES0568.The geoid height was determined by GEOID03.
 ES0568
 ES0568.The dynamic height is computed by dividing the NAVD 88
 ES0568.geopotential number by the normal gravity value computed on the
 ES0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0568.degrees latitude (g = 980.6199 gals.).
 ES0568
 ES0568.The modeled gravity was interpolated from observed gravity values.
 ES0568
 ES0568;                    North         East    Units  Estimated Accuracy
 ES0568;SPC AZ C     -   407,350.      226,470.      MT  (+/- 180 meters Scaled)
 ES0568
 ES0568                          SUPERSEDED SURVEY CONTROL
 ES0568
 ES0568  NGVD 29 (??/??/92) 1153.359  (m)         3783.98   (f) ADJ UNCH    2 0
 ES0568
 ES0568.Superseded values are not recommended for survey control.
 ES0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0568.See file dsdata.txt to determine how the superseded data were derived.
 ES0568
 ES0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD291370(NAD 83)
 ES0568_MARKER: DB = BENCH MARK DISK
 ES0568_SETTING: 66 = SET IN ROCK OUTCROP
 ES0568_SP_SET: BEDROCK
 ES0568_STAMPING: V 344 1959
 ES0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0568+STABILITY: POSITION/ELEVATION WELL
 ES0568
 ES0568  HISTORY     - Date     Condition        Report By
 ES0568  HISTORY     - 1959     MONUMENTED       CGS
 ES0568  HISTORY     - 1960     GOOD             NGS
 ES0568  HISTORY     - 1969     GOOD             NGS
 ES0568
 ES0568                          STATION DESCRIPTION
 ES0568
 ES0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0568'10.0 MI N FROM CAMP VERDE.
 ES0568'2.8 MILES NORTHEAST ALONG THE HIGHWAY TO COTTONWOOD FROM THE POST
 ES0568'OFFICE AT CAMP VERDE, THENCE 6.1 MILES NORTH ALONG STATE HIGHWAY 79 TO
 ES0568'THE MCGUIREVILLE INTERCHANGE, THENCE 3.4 MILES NORTHEAST ALONG
 ES0568'INTERSTATE HIGHWAY 17, ABOUT 0.1 MILE EAST OF A WASH, 128 FEET NORTH
 ES0568'OF THE CENTERLINE OF THE SOUTH-BOUND LANE, 32 FEET NORTH OF THE
 ES0568'RIGHT-OF-WAY FENCE, 44 FEET NORTHWEST OF A FENCE CORNER AT THE
 ES0568'SOUTHWEST CORNER OF A ROADSIDE PARK, 6 FEET NORTH OF A WITNESS POST,
 ES0568'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 ES0568
 ES0568                          STATION RECOVERY (1969)
 ES0568
 ES0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0869 ***********************************************************************
 DA0869  DESIGNATION -  V 345
 DA0869  PID         -  DA0869
 DA0869  STATE/COUNTY-  AZ/PIMA
 DA0869  USGS QUAD   -  SAGUARO GAP WELL (1990)
 DA0869
 DA0869                         *CURRENT SURVEY CONTROL
 DA0869  ___________________________________________________________________
 DA0869* NAD 83(1986)-  32 22 26.     (N)    113 11 48.     (W)     SCALED    
 DA0869* NAVD 88     -       231.95   (+/-2cm)     761.0    (feet)  VERTCON   
 DA0869  ___________________________________________________________________
 DA0869  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DA0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0869
 DA0869.The horizontal coordinates were scaled from a topographic map and have
 DA0869.an estimated accuracy of +/- 6 seconds.
 DA0869
 DA0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0869.The vertical order pertains to the NGVD 29 superseded value.
 DA0869
 DA0869.The geoid height was determined by GEOID03.
 DA0869
 DA0869;                    North         East    Units  Estimated Accuracy
 DA0869;SPC AZ C     -   153,040.       92,910.      MT  (+/- 180 meters Scaled)
 DA0869
 DA0869                          SUPERSEDED SURVEY CONTROL
 DA0869
 DA0869  NGVD 29 (??/??/92)  231.300  (m)          758.86   (f) ADJ UNCH    2 0
 DA0869
 DA0869.Superseded values are not recommended for survey control.
 DA0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0869.See file dsdata.txt to determine how the superseded data were derived.
 DA0869
 DA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA933840(NAD 83)
 DA0869_MARKER: DB = BENCH MARK DISK
 DA0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0869_STAMPING: V 345 1961
 DA0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0869+STABILITY: SURFACE MOTION
 DA0869
 DA0869  HISTORY     - Date     Condition        Report By
 DA0869  HISTORY     - 1961     MONUMENTED       CGS
 DA0869  HISTORY     - 1962     GOOD             NGS
 DA0869
 DA0869                          STATION DESCRIPTION
 DA0869
 DA0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0869'10.95 MI S FROM TONY TANK.
 DA0869'ABOUT 10.95 MILES SOUTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK
 DA0869'AT TONY TANK, 2.7 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0869'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 44, 2.5 MILES NORTH OF A
 DA0869'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0869'NUMBERED 45, 0.7 MILE SOUTH OF AN OLD CORRAL AND ABANDONED WELL, 29
 DA0869'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A METAL
 DA0869'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0869'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0560 ***********************************************************************
 ES0560  DESIGNATION -  V 345
 ES0560  PID         -  ES0560
 ES0560  STATE/COUNTY-  AZ/YAVAPAI
 ES0560  USGS QUAD   -  CASNER BUTTE (1965)
 ES0560
 ES0560                         *CURRENT SURVEY CONTROL
 ES0560  ___________________________________________________________________
 ES0560* NAD 83(1986)-  34 43 23.     (N)    111 42 49.     (W)     SCALED    
 ES0560* NAVD 88     -      1413.093  (meters)    4636.12   (feet)  ADJUSTED  
 ES0560  ___________________________________________________________________
 ES0560  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 ES0560  DYNAMIC HT  -        1411.276 (meters)    4630.16  (feet)  COMP
 ES0560  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 ES0560
 ES0560  VERT ORDER  -  SECOND    CLASS 0
 ES0560
 ES0560.The horizontal coordinates were scaled from a topographic map and have
 ES0560.an estimated accuracy of +/- 6 seconds.
 ES0560
 ES0560.The orthometric height was determined by differential leveling
 ES0560.and adjusted in June 1991.
 ES0560
 ES0560.The geoid height was determined by GEOID03.
 ES0560
 ES0560.The dynamic height is computed by dividing the NAVD 88
 ES0560.geopotential number by the normal gravity value computed on the
 ES0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0560.degrees latitude (g = 980.6199 gals.).
 ES0560
 ES0560.The modeled gravity was interpolated from observed gravity values.
 ES0560
 ES0560;                    North         East    Units  Estimated Accuracy
 ES0560;SPC AZ C     -   412,870.      231,960.      MT  (+/- 180 meters Scaled)
 ES0560
 ES0560                          SUPERSEDED SURVEY CONTROL
 ES0560
 ES0560  NGVD 29 (??/??/92) 1412.340  (m)         4633.65   (f) ADJ UNCH    2 0
 ES0560
 ES0560.Superseded values are not recommended for survey control.
 ES0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0560.See file dsdata.txt to determine how the superseded data were derived.
 ES0560
 ES0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD346425(NAD 83)
 ES0560_MARKER: DB = BENCH MARK DISK
 ES0560_SETTING: 80 = SET IN A BOULDER
 ES0560_SP_SET: BOULDER
 ES0560_STAMPING: V 345 1959
 ES0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0560+STABILITY: SURFACE MOTION
 ES0560
 ES0560  HISTORY     - Date     Condition        Report By
 ES0560  HISTORY     - 1959     MONUMENTED       CGS
 ES0560  HISTORY     - 1960     GOOD             NGS
 ES0560
 ES0560                          STATION DESCRIPTION
 ES0560
 ES0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0560'37.2 MI S FROM FLAGSTAFF.
 ES0560'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0560'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0560'THENCE 37.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO THE STATION 1.8
 ES0560'MILES SOUTH OF A BORROW PIT, 69 FEET EAST OF THE CENTER OF THE
 ES0560'HIGHWAY, 1.5 FEET NORTH OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN
 ES0560'A BOULDER THAT PROJECTS 3 INCHES, 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0969 ***********************************************************************
 DA0969  DESIGNATION -  V 346
 DA0969  PID         -  DA0969
 DA0969  STATE/COUNTY-  AZ/YUMA
 DA0969  USGS QUAD   -  COYOTE WATER (1990)
 DA0969
 DA0969                         *CURRENT SURVEY CONTROL
 DA0969  ___________________________________________________________________
 DA0969* NAD 83(1986)-  32 17 14.     (N)    113 58 38.     (W)     SCALED    
 DA0969* NAVD 88     -       316.86   (+/-2cm)    1039.6    (feet)  VERTCON   
 DA0969  ___________________________________________________________________
 DA0969  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DA0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0969
 DA0969.The horizontal coordinates were scaled from a topographic map and have
 DA0969.an estimated accuracy of +/- 6 seconds.
 DA0969
 DA0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0969.The vertical order pertains to the NGVD 29 superseded value.
 DA0969
 DA0969.The geoid height was determined by GEOID03.
 DA0969
 DA0969;                    North         East    Units  Estimated Accuracy
 DA0969;SPC AZ W     -   142,740.      191,960.      MT  (+/- 180 meters Scaled)
 DA0969
 DA0969                          SUPERSEDED SURVEY CONTROL
 DA0969
 DA0969  NGVD 29 (??/??/92)  316.170  (m)         1037.30   (f) ADJ UNCH    2 0
 DA0969
 DA0969.Superseded values are not recommended for survey control.
 DA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0969.See file dsdata.txt to determine how the superseded data were derived.
 DA0969
 DA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA196761(NAD 83)
 DA0969_MARKER: DB = BENCH MARK DISK
 DA0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0969_STAMPING: V 346 1961
 DA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0969+STABILITY: SURFACE MOTION
 DA0969
 DA0969  HISTORY     - Date     Condition        Report By
 DA0969  HISTORY     - 1961     MONUMENTED       CGS
 DA0969  HISTORY     - 1962     GOOD             NGS
 DA0969
 DA0969                          STATION DESCRIPTION
 DA0969
 DA0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0969'15.0 MI W FROM TULE WELL.
 DA0969'ABOUT 15.0 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0969'COMMISSION SHELTER AT TULE WELL, 1.3 MILES EAST OF A 4X4-INCH WHITE
 DA0969'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 16, 1.0
 DA0969'MILES WEST OF A NATIONAL WILDLIFE REFUGE SIGNPOST, 21 FEET SOUTH OF
 DA0969'THE CENTER LINE OF THE TRAIL ROAD, 1.8 FEET EAST OF A METAL WITNESS
 DA0969'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0969'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0275 ***********************************************************************
 FP0275  DESIGNATION -  V 346
 FP0275  PID         -  FP0275
 FP0275  STATE/COUNTY-  AZ/APACHE
 FP0275  USGS QUAD   -  KACHINA POINT (1972)
 FP0275
 FP0275                         *CURRENT SURVEY CONTROL
 FP0275  ___________________________________________________________________
 FP0275* NAD 83(1986)-  35 04 11.     (N)    109 45 33.     (W)     SCALED    
 FP0275* NAVD 88     -      1737.180  (meters)    5699.40   (feet)  ADJUSTED  
 FP0275  ___________________________________________________________________
 FP0275  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FP0275  DYNAMIC HT  -        1734.750 (meters)    5691.43  (feet)  COMP
 FP0275  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 FP0275
 FP0275  VERT ORDER  -  FIRST     CLASS II
 FP0275
 FP0275.The horizontal coordinates were scaled from a topographic map and have
 FP0275.an estimated accuracy of +/- 6 seconds.
 FP0275
 FP0275.The orthometric height was determined by differential leveling
 FP0275.and adjusted in June 1991.
 FP0275
 FP0275.The geoid height was determined by GEOID03.
 FP0275
 FP0275.The dynamic height is computed by dividing the NAVD 88
 FP0275.geopotential number by the normal gravity value computed on the
 FP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0275.degrees latitude (g = 980.6199 gals.).
 FP0275
 FP0275.The modeled gravity was interpolated from observed gravity values.
 FP0275
 FP0275;                    North         East    Units  Estimated Accuracy
 FP0275;SPC AZ E     -   451,380.      250,530.      MT  (+/- 180 meters Scaled)
 FP0275
 FP0275                          SUPERSEDED SURVEY CONTROL
 FP0275
 FP0275  NGVD 29 (??/??/92) 1736.264  (m)         5696.39   (f) ADJ UNCH    1 2
 FP0275
 FP0275.Superseded values are not recommended for survey control.
 FP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0275.See file dsdata.txt to determine how the superseded data were derived.
 FP0275
 FP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD131814(NAD 83)
 FP0275_MARKER: DB = BENCH MARK DISK
 FP0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0275_STAMPING: V 346 1959
 FP0275_MARK LOGO: CGS   
 FP0275_PROJECTION: RECESSED 24 CENTIMETERS
 FP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0275+STABILITY: SURFACE MOTION
 FP0275
 FP0275  HISTORY     - Date     Condition        Report By
 FP0275  HISTORY     - 1959     MONUMENTED       CGS
 FP0275  HISTORY     - 1983     GOOD             NGS
 FP0275
 FP0275                          STATION DESCRIPTION
 FP0275
 FP0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0275'27.7 MI E FROM HOLBROOK.
 FP0275'27.7 MILES NORTH AND EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE
 FP0275'AT HOLBROOK, 1.55 MILES EAST OF THE OVERPASS FOR PAINTED DESERT, 0.3
 FP0275'MILE WEST OF MILEPOST 335, 97 FEET NORTH OF THE WEST BOUND TRAFFIC
 FP0275'LANE, 2 FEET SOUTH OF THE FENCE, 4 FEET WEST OF THE WITNESS POST, AND
 FP0275'ABOUT 8 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP
 FP0275'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FP0275
 FP0275                          STATION RECOVERY (1983)
 FP0275
 FP0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0275'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  32.9 KM (20.45
 FP0275'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0275'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 30.6 METERS (100.4
 FP0275'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 FP0275'THE HIGHWAY, 22.8 METERS (74.8 FT) NORTH-NORTHWEST OF MILEPOST 313 AND
 FP0275'0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF A FENCE.
 FP0275'THE MARK IS 1.0 METERS  WSW FROM A WITNESS POST.
 FP0275'THE MARK IS 2.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0952 ***********************************************************************
 DA0952  DESIGNATION -  V 347
 DA0952  PID         -  DA0952
 DA0952  STATE/COUNTY-  AZ/YUMA
 DA0952  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0952
 DA0952                         *CURRENT SURVEY CONTROL
 DA0952  ___________________________________________________________________
 DA0952* NAD 83(1986)-  32 16 02.     (N)    113 49 25.     (W)     SCALED    
 DA0952* NAVD 88     -       411.78   (+/-2cm)    1351.0    (feet)  VERTCON   
 DA0952  ___________________________________________________________________
 DA0952  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DA0952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0952
 DA0952.The horizontal coordinates were scaled from a topographic map and have
 DA0952.an estimated accuracy of +/- 6 seconds.
 DA0952
 DA0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0952.The vertical order pertains to the NGVD 29 superseded value.
 DA0952
 DA0952.The geoid height was determined by GEOID03.
 DA0952
 DA0952;                    North         East    Units  Estimated Accuracy
 DA0952;SPC AZ W     -   140,500.      206,430.      MT  (+/- 180 meters Scaled)
 DA0952
 DA0952                          SUPERSEDED SURVEY CONTROL
 DA0952
 DA0952  NGVD 29 (??/??/92)  411.077  (m)         1348.68   (f) ADJ UNCH    2 0
 DA0952
 DA0952.Superseded values are not recommended for survey control.
 DA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0952.See file dsdata.txt to determine how the superseded data were derived.
 DA0952
 DA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA340735(NAD 83)
 DA0952_MARKER: DB = BENCH MARK DISK
 DA0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0952_SP_SET: BASE
 DA0952_STAMPING: V 347 1961
 DA0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0952
 DA0952  HISTORY     - Date     Condition        Report By
 DA0952  HISTORY     - 1961     MONUMENTED       CGS
 DA0952  HISTORY     - 1962     GOOD             NGS
 DA0952
 DA0952                          STATION DESCRIPTION
 DA0952
 DA0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0952'7.1 MI NW FROM TULE WELL.
 DA0952'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0952'COMMISSION SHELTER AT TULE WELL.  THENCE 3.8 MILES NORTHWEST ALONG A
 DA0952'TRAIL ROAD, 3.2 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA0952'POST WHICH PROJECTS 16 FEET AND IS NUMBER 3, 186 FEET SOUTHWEST OF THE
 DA0952'CENTER LINE OF THE TRAIL ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DA0952'ROAD, SET IN THE TOP OF THE NORTHEAST BASE OF A MOUNTAIN AND
 DA0952'PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0277 ***********************************************************************
 CG0277  DESIGNATION -  V 347
 CG0277  PID         -  CG0277
 CG0277  STATE/COUNTY-  AZ/PIMA
 CG0277  USGS QUAD   -  SAHUARITA (1981)
 CG0277
 CG0277                         *CURRENT SURVEY CONTROL
 CG0277  ___________________________________________________________________
 CG0277* NAD 83(1986)-  31 54 52.     (N)    110 58 26.     (W)     SCALED    
 CG0277* NAVD 88     -       846.34   (+/-2cm)    2776.7    (feet)  VERTCON   
 CG0277  ___________________________________________________________________
 CG0277  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0277
 CG0277.The horizontal coordinates were scaled from a topographic map and have
 CG0277.an estimated accuracy of +/- 6 seconds.
 CG0277
 CG0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0277.The vertical order pertains to the NGVD 29 superseded value.
 CG0277
 CG0277.The geoid height was determined by GEOID03.
 CG0277
 CG0277;                    North         East    Units  Estimated Accuracy
 CG0277;SPC AZ C     -   101,770.      302,520.      MT  (+/- 180 meters Scaled)
 CG0277
 CG0277                          SUPERSEDED SURVEY CONTROL
 CG0277
 CG0277  NGVD 29 (??/??/92)  845.650  (m)         2774.44   (f) ADJ UNCH    2 0
 CG0277
 CG0277.Superseded values are not recommended for survey control.
 CG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0277.See file dsdata.txt to determine how the superseded data were derived.
 CG0277
 CG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA024309(NAD 83)
 CG0277_MARKER: DB = BENCH MARK DISK
 CG0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0277_SP_SET: BRIDGE
 CG0277_STAMPING: V 347 1959
 CG0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0277
 CG0277  HISTORY     - Date     Condition        Report By
 CG0277  HISTORY     - 1959     MONUMENTED       CGS
 CG0277  HISTORY     - 1962     GOOD             NGS
 CG0277  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0277  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0277
 CG0277                          STATION DESCRIPTION
 CG0277
 CG0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0277'3.4 MI S FROM SAHUARITA.
 CG0277'3.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0277'SAHUARITA, 29 FEET WEST OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTHWEST
 CG0277'OF THE WITNESS POST, CEMENTED IN A DRILL HOLE 2.5 FEET SOUTHWEST OF
 CG0277'THE NORTHWEST END OF A CONCRETE BRIDGE THAT IS ABOUT 2 FEET LOWER THAN
 CG0277'THE HIGHWAY.
 CG0277
 CG0277                          STATION RECOVERY (1962)
 CG0277
 CG0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CG0277'RECOVERED IN GOOD CONDITION.
 CG0277
 CG0277                          STATION RECOVERY (1976)
 CG0277
 CG0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0277'MARK NOT FOUND.
 CG0277
 CG0277                          STATION RECOVERY (1995)
 CG0277
 CG0277'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0028 ***********************************************************************
 DB0028  DESIGNATION -  V 348
 DB0028  PID         -  DB0028
 DB0028  STATE/COUNTY-  AZ/YUMA
 DB0028  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB0028
 DB0028                         *CURRENT SURVEY CONTROL
 DB0028  ___________________________________________________________________
 DB0028* NAD 83(1986)-  32 27 09.     (N)    114 16 52.     (W)     SCALED    
 DB0028* NAVD 88     -       232.69   (+/-2cm)     763.4    (feet)  VERTCON   
 DB0028  ___________________________________________________________________
 DB0028  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DB0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0028
 DB0028.The horizontal coordinates were scaled from a topographic map and have
 DB0028.an estimated accuracy of +/- 6 seconds.
 DB0028
 DB0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0028.The vertical order pertains to the NGVD 29 superseded value.
 DB0028
 DB0028.The geoid height was determined by GEOID03.
 DB0028
 DB0028;                    North         East    Units  Estimated Accuracy
 DB0028;SPC AZ W     -   161,170.      163,430.      MT  (+/- 180 meters Scaled)
 DB0028
 DB0028                          SUPERSEDED SURVEY CONTROL
 DB0028
 DB0028  NGVD 29 (??/??/??)  232.010  (m)          761.19   (f) ADJUSTED    2 0
 DB0028
 DB0028.Superseded values are not recommended for survey control.
 DB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0028.See file dsdata.txt to determine how the superseded data were derived.
 DB0028
 DB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR555938(NAD 83)
 DB0028_MARKER: DB = BENCH MARK DISK
 DB0028_SETTING: 66 = SET IN ROCK OUTCROP
 DB0028_SP_SET: ROCK OUTCROP
 DB0028_STAMPING: V 348 1962
 DB0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB0028+STABILITY: POSITION/ELEVATION WELL
 DB0028
 DB0028  HISTORY     - Date     Condition        Report By
 DB0028  HISTORY     - 1962     MONUMENTED       CGS
 DB0028
 DB0028                          STATION DESCRIPTION
 DB0028
 DB0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0028'26.3 MI SSW FROM LIGURTA.
 DB0028'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0028'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0028'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0028'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0028'A WASH, THENCE 7.2 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.55
 DB0028'MILE SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0028'PROJECTS 16 FEET AND IS NUMBER 11, AT THE SOUTHWEST END OF THE
 DB0028'BASE OF A PART OF THE GILA MOUNTAINS WHICH PROJECTS TO THE
 DB0028'WEST, 53 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD,
 DB0028'14 FEET NORTHEAST OF A LONE BUSHY TREE IN THE BOTTOM OF A WASH,
 DB0028'37 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DB0028'LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP WHICH
 DB0028'PROJECTS ABOUT 3 FEET ABOVE THE BOTTOM OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1188 ***********************************************************************
 CZ1188  DESIGNATION -  V 348
 CZ1188  PID         -  CZ1188
 CZ1188  STATE/COUNTY-  AZ/PINAL
 CZ1188  USGS QUAD   -  CHUICHU (1992)
 CZ1188
 CZ1188                         *CURRENT SURVEY CONTROL
 CZ1188  ___________________________________________________________________
 CZ1188* NAD 83(1986)-  32 50 23.     (N)    111 47 29.     (W)     SCALED    
 CZ1188* NAVD 88     -       425.38   (+/-2cm)    1395.6    (feet)  VERTCON   
 CZ1188  ___________________________________________________________________
 CZ1188  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1188
 CZ1188.The horizontal coordinates were scaled from a topographic map and have
 CZ1188.an estimated accuracy of +/- 6 seconds.
 CZ1188
 CZ1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1188.The vertical order pertains to the NGVD 29 superseded value.
 CZ1188
 CZ1188.The geoid height was determined by GEOID03.
 CZ1188
 CZ1188;                    North         East    Units  Estimated Accuracy
 CZ1188;SPC AZ C     -   203,990.      225,090.      MT  (+/- 180 meters Scaled)
 CZ1188
 CZ1188                          SUPERSEDED SURVEY CONTROL
 CZ1188
 CZ1188  NGVD 29 (??/??/92)  424.761  (m)         1393.57   (f) ADJ UNCH    2 0
 CZ1188
 CZ1188.Superseded values are not recommended for survey control.
 CZ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1188.See file dsdata.txt to determine how the superseded data were derived.
 CZ1188
 CZ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB259337(NAD 83)
 CZ1188_MARKER: DB = BENCH MARK DISK
 CZ1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1188_SP_SET: STOVEPIPE
 CZ1188_STAMPING: V 348 1960
 CZ1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1188+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1188
 CZ1188  HISTORY     - Date     Condition        Report By
 CZ1188  HISTORY     - 1960     MONUMENTED       CGS
 CZ1188  HISTORY     - 1966     GOOD             DOD
 CZ1188  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1188
 CZ1188                          STATION DESCRIPTION
 CZ1188
 CZ1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1188'5.6 MI SW FROM CASA GRANDE.
 CZ1188'2.5 MILES WEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1188'GRANDE, THENCE 2.8 MILES SOUTH ON A GRADED ROAD TO STA SITE WHICH IS
 CZ1188'33.0 FEET EAST OF CENTERLINE OF THE ROAD AND 4.0 FEET NORTHWEST OF
 CZ1188'WITNESS POST.  THE STATION MARK IS SET IN TOP OF 6-INCH
 CZ1188'CONCRETE-FILLED STOVEPIPE PROJECTING 6 INCHES.
 CZ1188
 CZ1188                          STATION RECOVERY (1966)
 CZ1188
 CZ1188'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1188'RECOVERED IN GOOD CONDITION.
 CZ1188
 CZ1188                          STATION RECOVERY (2008)
 CZ1188
 CZ1188'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1188'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1188'50.398' W111 47.499'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0096 ***********************************************************************
 DB0096  DESIGNATION -  V 349
 DB0096  PID         -  DB0096
 DB0096  STATE/COUNTY-  AZ/YUMA
 DB0096  USGS QUAD   -  WELLTON SE (1965)
 DB0096
 DB0096                         *CURRENT SURVEY CONTROL
 DB0096  ___________________________________________________________________
 DB0096* NAD 83(1986)-  32 31 11.     (N)    114 02 58.     (W)     SCALED    
 DB0096* NAVD 88     -       228.83   (+/-2cm)     750.8    (feet)  VERTCON   
 DB0096  ___________________________________________________________________
 DB0096  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0096
 DB0096.The horizontal coordinates were scaled from a topographic map and have
 DB0096.an estimated accuracy of +/- 6 seconds.
 DB0096
 DB0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0096.The vertical order pertains to the NGVD 29 superseded value.
 DB0096
 DB0096.The geoid height was determined by GEOID03.
 DB0096
 DB0096;                    North         East    Units  Estimated Accuracy
 DB0096;SPC AZ W     -   168,540.      185,230.      MT  (+/- 180 meters Scaled)
 DB0096
 DB0096                          SUPERSEDED SURVEY CONTROL
 DB0096
 DB0096  NGVD 29 (??/??/??)  228.142  (m)          748.50   (f) ADJUSTED    2 0
 DB0096
 DB0096.Superseded values are not recommended for survey control.
 DB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0096.See file dsdata.txt to determine how the superseded data were derived.
 DB0096
 DB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS771018(NAD 83)
 DB0096_MARKER: DB = BENCH MARK DISK
 DB0096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0096_SP_SET: 7 1/2 FEET
 DB0096_STAMPING: V 349 1961
 DB0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0096
 DB0096  HISTORY     - Date     Condition        Report By
 DB0096  HISTORY     - 1961     MONUMENTED       CGS
 DB0096  HISTORY     - 1962     GOOD             NGS
 DB0096
 DB0096                          STATION DESCRIPTION
 DB0096
 DB0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0096'13.6 MI SE FROM WELLTON.
 DB0096'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0096'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0096'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0096'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0096'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 9.9 MILES SOUTHEAST
 DB0096'ALONG A DIM TRAIL ROAD, 0.95 MILE NORTHWEST OF A 4 X 4-INCH WHITE
 DB0096'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 6,
 DB0096'ABOUT 500 FEET SOUTHEAST OF A SMALL KNOLL, 32 FEET NORTHEAST OF
 DB0096'THE CENTER LINE OF THE TRAIL ROAD, 3.0 FEET NORTHEAST OF A METAL
 DB0096'WITNESS POST, AND CLAMPED ON A COPPER COATED ROD WHICH IS DRIVEN
 DB0096'TO A DEPTH OF 7 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 DB0096'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0167 ***********************************************************************
 CZ0167  DESIGNATION -  V 349
 CZ0167  PID         -  CZ0167
 CZ0167  STATE/COUNTY-  AZ/PIMA
 CZ0167  USGS QUAD   -  TUCSON SW (1992)
 CZ0167
 CZ0167                         *CURRENT SURVEY CONTROL
 CZ0167  ___________________________________________________________________
 CZ0167* NAD 83(1986)-  32 04 42.     (N)    110 59 26.     (W)     SCALED    
 CZ0167* NAVD 88     -       778.04   (+/-2cm)    2552.6    (feet)  VERTCON   
 CZ0167  ___________________________________________________________________
 CZ0167  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CZ0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0167
 CZ0167.The horizontal coordinates were scaled from a topographic map and have
 CZ0167.an estimated accuracy of +/- 6 seconds.
 CZ0167
 CZ0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0167.The vertical order pertains to the NGVD 29 superseded value.
 CZ0167
 CZ0167.The geoid height was determined by GEOID03.
 CZ0167
 CZ0167;                    North         East    Units  Estimated Accuracy
 CZ0167;SPC AZ C     -   119,930.      300,790.      MT  (+/- 180 meters Scaled)
 CZ0167
 CZ0167                          SUPERSEDED SURVEY CONTROL
 CZ0167
 CZ0167  NGVD 29 (??/??/92)  777.393  (m)         2550.50   (f) ADJ UNCH    2 0
 CZ0167
 CZ0167.Superseded values are not recommended for survey control.
 CZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0167.See file dsdata.txt to determine how the superseded data were derived.
 CZ0167
 CZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA008491(NAD 83)
 CZ0167_MARKER: DB = BENCH MARK DISK
 CZ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0167_STAMPING: V 349 1960
 CZ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0167+STABILITY: SURFACE MOTION
 CZ0167
 CZ0167  HISTORY     - Date     Condition        Report By
 CZ0167  HISTORY     - 1960     MONUMENTED       CGS
 CZ0167  HISTORY     - 1967     GOOD             USGS
 CZ0167
 CZ0167                          STATION DESCRIPTION
 CZ0167
 CZ0167'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0167'3.5 MI SW FROM TUCSON.
 CZ0167'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0167'U.S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE 3.8
 CZ0167'MILES SOUTH ON INTERSTATE HIGHWAY 19 TO A EAST-WEST POWER LINE THENCE
 CZ0167'0.15 MILE EAST ON TRACK ROAD UNDER POWER LINE, THENCE 0.1 MILE SOUTH
 CZ0167'TO END OF POWER LINE.  MARK IS 73 FEET SOUTH OF A IRRIGATION PUMP, 2
 CZ0167'FEET WEST OF WITNESS POST, AND SET IN TOP OF A 12 INCH DIAMETER
 CZ0167'CONCRETE POST PROJECTION 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0307 ***********************************************************************
 ER0307  DESIGNATION -  V 35
 ER0307  PID         -  ER0307
 ER0307  STATE/COUNTY-  AZ/APACHE
 ER0307  USGS QUAD   -  HUNT (1982)
 ER0307
 ER0307                         *CURRENT SURVEY CONTROL
 ER0307  ___________________________________________________________________
 ER0307* NAD 83(1986)-  34 36 36.     (N)    109 37 38.     (W)     SCALED    
 ER0307* NAVD 88     -      1656.180  (meters)    5433.65   (feet)  ADJUSTED  
 ER0307  ___________________________________________________________________
 ER0307  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ER0307  DYNAMIC HT  -        1653.836 (meters)    5425.96  (feet)  COMP
 ER0307  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 ER0307
 ER0307  VERT ORDER  -  SECOND    CLASS 0
 ER0307
 ER0307.The horizontal coordinates were scaled from a topographic map and have
 ER0307.an estimated accuracy of +/- 6 seconds.
 ER0307
 ER0307.The orthometric height was determined by differential leveling
 ER0307.and adjusted in June 1991.
 ER0307
 ER0307.The geoid height was determined by GEOID03.
 ER0307
 ER0307.The dynamic height is computed by dividing the NAVD 88
 ER0307.geopotential number by the normal gravity value computed on the
 ER0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0307.degrees latitude (g = 980.6199 gals.).
 ER0307
 ER0307.The modeled gravity was interpolated from observed gravity values.
 ER0307
 ER0307;                    North         East    Units  Estimated Accuracy
 ER0307;SPC AZ E     -   400,450.      262,830.      MT  (+/- 180 meters Scaled)
 ER0307
 ER0307                          SUPERSEDED SURVEY CONTROL
 ER0307
 ER0307  NGVD 29 (??/??/92) 1655.344  (m)         5430.91   (f) ADJ UNCH    2 0
 ER0307
 ER0307.Superseded values are not recommended for survey control.
 ER0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0307.See file dsdata.txt to determine how the superseded data were derived.
 ER0307
 ER0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD258306(NAD 83)
 ER0307_MARKER: DB = BENCH MARK DISK
 ER0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0307_STAMPING: V 35 1934
 ER0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0307+STABILITY: SURFACE MOTION
 ER0307
 ER0307  HISTORY     - Date     Condition        Report By
 ER0307  HISTORY     - 1934     MONUMENTED       CGS
 ER0307
 ER0307                          STATION DESCRIPTION
 ER0307
 ER0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0307'39.5 MI SE FROM HOLBROOK.
 ER0307'IN APACHE COUNTY, 39.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE
 ER0307'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT HOLBROOK, NAVAJO
 ER0307'COUNTY, 0.1 MILE EAST OF THE SCHOOLHOUSE AND SERVICE STATION AT HUNT,
 ER0307'APACHE COUNTY, AT THE WEST END OF A SHORT ANGLE IN THE HIGHWAY, 45
 ER0307'YARDS WEST OF A LARGE CONCRETE CULVERT, 46 FEET NORTH OF THE
 ER0307'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 ER0307'DISK, STAMPED V 35 1934 AND SET IN THE OF A CONCRETE POST PROJECTING 3
 ER0307'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0982 ***********************************************************************
 DA0982  DESIGNATION -  V 350
 DA0982  PID         -  DA0982
 DA0982  STATE/COUNTY-  AZ/YUMA
 DA0982  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0982
 DA0982                         *CURRENT SURVEY CONTROL
 DA0982  ___________________________________________________________________
 DA0982* NAD 83(1986)-  32 20 13.     (N)    113 39 39.     (W)     SCALED    
 DA0982* NAVD 88     -       268.47   (+/-2cm)     880.8    (feet)  VERTCON   
 DA0982  ___________________________________________________________________
 DA0982  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DA0982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0982
 DA0982.The horizontal coordinates were scaled from a topographic map and have
 DA0982.an estimated accuracy of +/- 6 seconds.
 DA0982
 DA0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0982.The vertical order pertains to the NGVD 29 superseded value.
 DA0982
 DA0982.The geoid height was determined by GEOID03.
 DA0982
 DA0982;                    North         East    Units  Estimated Accuracy
 DA0982;SPC AZ W     -   148,240.      221,750.      MT  (+/- 180 meters Scaled)
 DA0982
 DA0982                          SUPERSEDED SURVEY CONTROL
 DA0982
 DA0982  NGVD 29 (??/??/92)  267.791  (m)          878.58   (f) ADJ UNCH    2 0
 DA0982
 DA0982.Superseded values are not recommended for survey control.
 DA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0982.See file dsdata.txt to determine how the superseded data were derived.
 DA0982
 DA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA495808(NAD 83)
 DA0982_MARKER: DB = BENCH MARK DISK
 DA0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0982_STAMPING: V 350 1962
 DA0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0982+STABILITY: SURFACE MOTION
 DA0982
 DA0982  HISTORY     - Date     Condition        Report By
 DA0982  HISTORY     - 1962     MONUMENTED       CGS
 DA0982
 DA0982                          STATION DESCRIPTION
 DA0982
 DA0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0982'12.2 MI NE FROM TULE WELL.
 DA0982'ABOUT 12.2 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0982'COMMISSION SHELTER AT TULE WELL.  2.6 MILES SOUTH OF A 4X4-INCH WHITE
 DA0982'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 25, 2.9
 DA0982'MILES IN A GENERAL NORTHERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN
 DA0982'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 26, 0.2 MILE
 DA0982'NORTH OF A LONE 6-INCH TREE ON THE EAST EDGE OF THE ROAD, ON THE CREST
 DA0982'OF A SLIGHT RISE ON THE EAST SIDE OF THE ROAD, 62 FEET EAST OF THE
 DA0982'CENTER LINE OF THE ROAD, 61 FEET NORTH OF THE CENTER LINE OF A NARROW
 DA0982'WASH, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DA0982'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 DA0982'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1122 ***********************************************************************
 DA1122  DESIGNATION -  V 351
 DA1122  PID         -  DA1122
 DA1122  STATE/COUNTY-  AZ/YUMA
 DA1122  USGS QUAD   -  MOHAWK (1982)
 DA1122
 DA1122                         *CURRENT SURVEY CONTROL
 DA1122  ___________________________________________________________________
 DA1122* NAD 83(1986)-  32 40 15.     (N)    113 49 58.     (W)     SCALED    
 DA1122* NAVD 88     -       115.76   (+/-2cm)     379.8    (feet)  VERTCON   
 DA1122  ___________________________________________________________________
 DA1122  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA1122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1122
 DA1122.The horizontal coordinates were scaled from a topographic map and have
 DA1122.an estimated accuracy of +/- 6 seconds.
 DA1122
 DA1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1122.The vertical order pertains to the NGVD 29 superseded value.
 DA1122
 DA1122.The geoid height was determined by GEOID03.
 DA1122
 DA1122;                    North         East    Units  Estimated Accuracy
 DA1122;SPC AZ W     -   185,260.      205,600.      MT  (+/- 180 meters Scaled)
 DA1122
 DA1122                          SUPERSEDED SURVEY CONTROL
 DA1122
 DA1122  NGVD 29 (??/??/92)  115.103  (m)          377.63   (f) ADJ UNCH    2 0
 DA1122
 DA1122.Superseded values are not recommended for survey control.
 DA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1122.See file dsdata.txt to determine how the superseded data were derived.
 DA1122
 DA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB343183(NAD 83)
 DA1122_MARKER: DB = BENCH MARK DISK
 DA1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1122_STAMPING: V 351 1962
 DA1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1122+STABILITY: SURFACE MOTION
 DA1122
 DA1122  HISTORY     - Date     Condition        Report By
 DA1122  HISTORY     - 1962     MONUMENTED       CGS
 DA1122
 DA1122                          STATION DESCRIPTION
 DA1122
 DA1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1122'9.3 MI SE FROM TACNA.
 DA1122'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1122'TACNA.  THENCE 3.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1122'WELL, 2.7 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1122'WHICH PROJECTS 16 FEET AND IS NUMBERED 24, 47 FEET NORTHEAST OF THE
 DA1122'CENTER LINE OF THE TRAIL ROAD, 2.5 FEET NORTHEAST OF A METAL WITNESS
 DA1122'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 DA1122'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1017 ***********************************************************************
 DA1017  DESIGNATION -  V 352
 DA1017  PID         -  DA1017
 DA1017  STATE/COUNTY-  AZ/YUMA
 DA1017  USGS QUAD   -  NORTH OF ISLA PINTA (1990)
 DA1017
 DA1017                         *CURRENT SURVEY CONTROL
 DA1017  ___________________________________________________________________
 DA1017* NAD 83(1986)-  32 25 51.     (N)    113 37 30.     (W)     SCALED    
 DA1017* NAVD 88     -       211.59   (+/-2cm)     694.2    (feet)  VERTCON   
 DA1017  ___________________________________________________________________
 DA1017  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DA1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1017
 DA1017.The horizontal coordinates were scaled from a topographic map and have
 DA1017.an estimated accuracy of +/- 6 seconds.
 DA1017
 DA1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1017.The vertical order pertains to the NGVD 29 superseded value.
 DA1017
 DA1017.The geoid height was determined by GEOID03.
 DA1017
 DA1017;                    North         East    Units  Estimated Accuracy
 DA1017;SPC AZ W     -   158,650.      225,120.      MT  (+/- 180 meters Scaled)
 DA1017
 DA1017                          SUPERSEDED SURVEY CONTROL
 DA1017
 DA1017  NGVD 29 (??/??/92)  210.939  (m)          692.06   (f) ADJ UNCH    2 0
 DA1017
 DA1017.Superseded values are not recommended for survey control.
 DA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1017.See file dsdata.txt to determine how the superseded data were derived.
 DA1017
 DA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA531912(NAD 83)
 DA1017_MARKER: DB = BENCH MARK DISK
 DA1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1017_STAMPING: V 352 1962
 DA1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1017+STABILITY: SURFACE MOTION
 DA1017
 DA1017  HISTORY     - Date     Condition        Report By
 DA1017  HISTORY     - 1962     MONUMENTED       CGS
 DA1017
 DA1017                          STATION DESCRIPTION
 DA1017
 DA1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1017'21.05 MI NE FROM TULE WELL.
 DA1017'ABOUT 18.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DA1017'GAME COMMISSION SHELTER AT TULE WELL.  THENCE 2.7 MILES EAST ALONG A
 DA1017'SANDY TRAIL ROAD, 0.5 MILE SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 DA1017'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 42, 21 FEET
 DA1017'SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 1.9 FEET NORTH OF A METAL
 DA1017'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA1017'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0771 ***********************************************************************
 DA0771  DESIGNATION -  V 353
 DA0771  PID         -  DA0771
 DA0771  STATE/COUNTY-  AZ/MARICOPA
 DA0771  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0771
 DA0771                         *CURRENT SURVEY CONTROL
 DA0771  ___________________________________________________________________
 DA0771* NAD 83(1986)-  32 43 56.     (N)    113 16 47.     (W)     SCALED    
 DA0771* NAVD 88     -       186.57   (+/-2cm)     612.1    (feet)  VERTCON   
 DA0771  ___________________________________________________________________
 DA0771  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0771
 DA0771.The horizontal coordinates were scaled from a topographic map and have
 DA0771.an estimated accuracy of +/- 6 seconds.
 DA0771
 DA0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0771.The vertical order pertains to the NGVD 29 superseded value.
 DA0771
 DA0771.The geoid height was determined by GEOID03.
 DA0771
 DA0771;                    North         East    Units  Estimated Accuracy
 DA0771;SPC AZ C     -   192,880.       85,600.      MT  (+/- 180 meters Scaled)
 DA0771
 DA0771                          SUPERSEDED SURVEY CONTROL
 DA0771
 DA0771  NGVD 29 (??/??/92)  185.975  (m)          610.15   (f) ADJ UNCH    2 0
 DA0771
 DA0771.Superseded values are not recommended for survey control.
 DA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0771.See file dsdata.txt to determine how the superseded data were derived.
 DA0771
 DA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB863239(NAD 83)
 DA0771_MARKER: DB = BENCH MARK DISK
 DA0771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0771_SP_SET: 8 FT.
 DA0771_STAMPING: V 353 1961
 DA0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0771
 DA0771  HISTORY     - Date     Condition        Report By
 DA0771  HISTORY     - 1961     MONUMENTED       CGS
 DA0771  HISTORY     - 1962     GOOD             NGS
 DA0771
 DA0771                          STATION DESCRIPTION
 DA0771
 DA0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0771'12.15 MI SSW FROM SENTINEL.
 DA0771'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0771'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0771'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 1.3
 DA0771'MILES SOUTH ALONG A DIM TRAIL ROAD, 1.2 MILES WEST AND 1.3 MILES SOUTH
 DA0771'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0771'IS NUMBERED 20, ABOUT 0.4 MILE SOUTHWEST OF A PROMINENT ROCK COVERED
 DA0771'HILL, ABOUT 200 FEET SOUTH OF A DENSE GROWTH OF MESQUITE BRUSH, 14
 DA0771'FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET EAST OF A
 DA0771'METAL WITNESS POST, CLAMPED ON TOP OF A 5/8-INCH COPPER COATED ROD
 DA0771'WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE
 DA0771'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0254 ***********************************************************************
 CZ0254  DESIGNATION -  V 354
 CZ0254  PID         -  CZ0254
 CZ0254  STATE/COUNTY-  AZ/PIMA
 CZ0254  USGS QUAD   -  TUCSON SE (1992)
 CZ0254
 CZ0254                         *CURRENT SURVEY CONTROL
 CZ0254  ___________________________________________________________________
 CZ0254* NAD 83(1986)-  32 04 28.     (N)    110 47 42.     (W)     SCALED    
 CZ0254* NAVD 88     -       907.893  (meters)    2978.65   (feet)  ADJUSTED  
 CZ0254  ___________________________________________________________________
 CZ0254  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CZ0254  DYNAMIC HT  -         906.590 (meters)    2974.37  (feet)  COMP
 CZ0254  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 CZ0254  OBS GRAVITY -     979,176.4   (mgal)                       GRAV_OBS
 CZ0254
 CZ0254  VERT ORDER  -  FIRST     CLASS II
 CZ0254
 CZ0254.The horizontal coordinates were scaled from a topographic map and have
 CZ0254.an estimated accuracy of +/- 6 seconds.
 CZ0254
 CZ0254.The orthometric height was determined by differential leveling
 CZ0254.and adjusted in June 1991.
 CZ0254
 CZ0254.The geoid height was determined by GEOID03.
 CZ0254
 CZ0254.The dynamic height is computed by dividing the NAVD 88
 CZ0254.geopotential number by the normal gravity value computed on the
 CZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0254.degrees latitude (g = 980.6199 gals.).
 CZ0254
 CZ0254.The modeled gravity was interpolated from observed gravity values.
 CZ0254.The observed gravity was obtained from relative gravimeter ties
 CZ0254.to the IGSN71 gravity network.
 CZ0254
 CZ0254;                    North         East    Units  Estimated Accuracy
 CZ0254;SPC AZ C     -   119,670.      319,260.      MT  (+/- 180 meters Scaled)
 CZ0254
 CZ0254                          SUPERSEDED SURVEY CONTROL
 CZ0254
 CZ0254  NGVD 29 (??/??/92)  907.181  (m)         2976.31   (f) ADJ UNCH    1 2
 CZ0254
 CZ0254.Superseded values are not recommended for survey control.
 CZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0254.See file dsdata.txt to determine how the superseded data were derived.
 CZ0254
 CZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA193487(NAD 83)
 CZ0254_MARKER: DB = BENCH MARK DISK
 CZ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0254_STAMPING: V 354 1960
 CZ0254_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0254+STABILITY: SURFACE MOTION
 CZ0254
 CZ0254  HISTORY     - Date     Condition        Report By
 CZ0254  HISTORY     - 1960     MONUMENTED       CGS
 CZ0254  HISTORY     - 1979     GOOD             NGS
 CZ0254  HISTORY     - 1996     GOOD             USPSQD
 CZ0254
 CZ0254                          STATION DESCRIPTION
 CZ0254
 CZ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0254'12.6 MI SE FROM TUCSON.
 CZ0254'12.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0254'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 260, 136 FEET SOUTHWEST OF
 CZ0254'THE MILE POST, 112 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 CZ0254'TRAFFIC LANE, 2 FEET NORTHEAST OF A FENCE LINE, 1.8 FEET SOUTHWEST OF
 CZ0254'A METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 CZ0254'INCHES.
 CZ0254
 CZ0254                          STATION RECOVERY (1979)
 CZ0254
 CZ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0254'13.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0254'HIGHWAY 89 INTERCHANGE AT TUCSON, AT THE NORTHWEST END OF A 300-FOOT
 CZ0254'LONG CUT, 252 FEET WEST OF MILE POST 274, 112 FEET SOUTHWEST OF THE
 CZ0254'CENTERLINE OF THE EASTBOUND TRAFFIC LANE AND 2 FEET NORTHEAST OF THE
 CZ0254'SOUTHWEST RIGHT-OF-WAY FENCE.
 CZ0254'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CZ0254'THE MARK IS 6 FT ABOVE EASTBOUND TRAFFIC LANE.
 CZ0254
 CZ0254                          STATION RECOVERY (1996)
 CZ0254
 CZ0254'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0103 ***********************************************************************
 FS0103  DESIGNATION -  V 355
 FS0103  PID         -  FS0103
 FS0103  STATE/COUNTY-  AZ/MOHAVE
 FS0103  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0103
 FS0103                         *CURRENT SURVEY CONTROL
 FS0103  ___________________________________________________________________
 FS0103* NAD 83(1986)-  35 48 00.     (N)    114 32 04.     (W)     SCALED    
 FS0103* NAVD 88     -       710.923  (meters)    2332.42   (feet)  POSTED    
 FS0103  ___________________________________________________________________
 FS0103  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0103  DYNAMIC HT  -         710.180 (meters)    2329.98  (feet)  COMP
 FS0103  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 FS0103
 FS0103  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0103
 FS0103.The horizontal coordinates were scaled from a topographic map and have
 FS0103.an estimated accuracy of +/- 6 seconds.
 FS0103
 FS0103.The orthometric height was determined by differential leveling
 FS0103.and adjusted by the  in 1992.
 FS0103.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0103.rate of 0.0 thru 1.0 mm/km.
 FS0103
 FS0103.The geoid height was determined by GEOID03.
 FS0103
 FS0103.The dynamic height is computed by dividing the NAVD 88
 FS0103.geopotential number by the normal gravity value computed on the
 FS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0103.degrees latitude (g = 980.6199 gals.).
 FS0103
 FS0103.The modeled gravity was interpolated from observed gravity values.
 FS0103
 FS0103;                    North         East    Units  Estimated Accuracy
 FS0103;SPC AZ W     -   532,630.      142,460.      MT  (+/- 180 meters Scaled)
 FS0103
 FS0103                          SUPERSEDED SURVEY CONTROL
 FS0103
 FS0103  NGVD 29 (??/??/92)  710.193  (m)         2330.02   (f) ADJ UNCH    1 2
 FS0103
 FS0103.Superseded values are not recommended for survey control.
 FS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0103.See file dsdata.txt to determine how the superseded data were derived.
 FS0103
 FS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV227645(NAD 83)
 FS0103_MARKER: DB = BENCH MARK DISK
 FS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0103_STAMPING: V 355 1963
 FS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0103+STABILITY: SURFACE MOTION
 FS0103
 FS0103  HISTORY     - Date     Condition        Report By
 FS0103  HISTORY     - 1963     MONUMENTED       CGS
 FS0103  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0103  HISTORY     - 19870520 MARK NOT FOUND   USPSQD
 FS0103
 FS0103                          STATION DESCRIPTION
 FS0103
 FS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0103'20.8 MI SE FROM HOOVER DAM.
 FS0103'20.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0103'(ARIZONA) END OF HOOVER DAM, 101 1/2 FEET NORTHEAST OF THE CENTER
 FS0103'LINE OF THE HIGHWAY, 13.2 FEET SOUTHEAST OF BENCH MARK A 119,
 FS0103'28 1/2 FEET NORTHWEST OF THE NORTHWEST END OF A GATE ACROSS A TRACK
 FS0103'ROAD NORTHEAST, 1.1 FEET NORTHEAST OF A FENCE, 1.9 FEET SOUTHEAST
 FS0103'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, A DISK ON
 FS0103'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL
 FS0103'AT A DEPTH OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED
 FS0103'IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0103
 FS0103                          STATION RECOVERY (1982)
 FS0103
 FS0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0103'NOT RECOVERED.
 FS0103
 FS0103                          STATION RECOVERY (1987)
 FS0103
 FS0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0844 ***********************************************************************
 EU0844  DESIGNATION -  V 356
 EU0844  PID         -  EU0844
 EU0844  STATE/COUNTY-  AZ/LA PAZ
 EU0844  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0844
 EU0844                         *CURRENT SURVEY CONTROL
 EU0844  ___________________________________________________________________
 EU0844* NAD 83(1986)-  34 17 31.     (N)    114 05 21.     (W)     SCALED    
 EU0844* NAVD 88     -       178.05   (+/-2cm)     584.2    (feet)  VERTCON   
 EU0844  ___________________________________________________________________
 EU0844  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 EU0844  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0844
 EU0844.The horizontal coordinates were scaled from a topographic map and have
 EU0844.an estimated accuracy of +/- 6 seconds.
 EU0844
 EU0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0844.The vertical order pertains to the NGVD 29 superseded value.
 EU0844
 EU0844.The geoid height was determined by GEOID03.
 EU0844
 EU0844;                    North         East    Units  Estimated Accuracy
 EU0844;SPC AZ W     -   365,100.      182,140.      MT  (+/- 180 meters Scaled)
 EU0844
 EU0844                          SUPERSEDED SURVEY CONTROL
 EU0844
 EU0844  NGVD 29 (08/15/05)  177.430  (m)          582.12   (f) ADJUSTED    1 1
 EU0844
 EU0844.Superseded values are not recommended for survey control.
 EU0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0844.See file dsdata.txt to determine how the superseded data were derived.
 EU0844
 EU0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT679983(NAD 83)
 EU0844_MARKER: DB = BENCH MARK DISK
 EU0844_SETTING: 66 = SET IN ROCK OUTCROP
 EU0844_SP_SET: SET IN ROCK OUTCROP
 EU0844_STAMPING: V 356 1976
 EU0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0844+STABILITY: POSITION/ELEVATION WELL
 EU0844
 EU0844  HISTORY     - Date     Condition        Report By
 EU0844  HISTORY     - 1976     MONUMENTED       NGS
 EU0844
 EU0844                          STATION DESCRIPTION
 EU0844
 EU0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0844'37.55 MI W FROM BOUSE.
 EU0844'27.95 MILES NORTH ALONG THE BOUSE PLANET ROAD FROM THE POST OFFICE AT
 EU0844'BOUSE, THENCE 9.6 MILE WEST ALONG THE PLANET RANCH ROAD, IN TOP OF THE
 EU0844'NORTH END OF BEDROCK, AND IN THE CENTER OF A SMALL DRY WASH, 37 FT.
 EU0844'NORTH OF THE CENTERLINE OF THE ROAD, BENCH MARK MAY BE REACHED BY
 EU0844'GOING 0.15 MILE SOUTHEAST ALONG THE PARKER DAM ROAD FROM THE CENTER OF
 EU0844'PARKER DAM, THENCE 1.3 MILES EAST ALONG A WINDING GRAVEL ROAD ON THE
 EU0844'SOUTH EDGE OF LAKE HAVASU, THENCE 2.05 MILE EAST ALONG STATE HIGHWAY
 EU0844'95, THENCE 0.25 MILE EAST ALONG THE PLANET RANCH ROAD, MARK MAY ALSO
 EU0844'BE REACHED BY GOING 0.25 MILE SOUTH ON HIGHWAY 95 FROM SOUTH END OF
 EU0844'BILLY WILLIAMS RIVER BRIDGE, THENCE 0.25 MILE EAST ALONG PLANET RANCH
 EU0844'ROAD.
 EU0844'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0093 ***********************************************************************
 CG0093  DESIGNATION -  V 358
 CG0093  PID         -  CG0093
 CG0093  STATE/COUNTY-  AZ/COCHISE
 CG0093  USGS QUAD   -  BENSON (1983)
 CG0093
 CG0093                         *CURRENT SURVEY CONTROL
 CG0093  ___________________________________________________________________
 CG0093* NAD 83(1986)-  31 57 57.     (N)    110 15 51.     (W)     SCALED    
 CG0093* NAVD 88     -      1086.80   (+/-2cm)    3565.6    (feet)  VERTCON   
 CG0093  ___________________________________________________________________
 CG0093  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CG0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0093
 CG0093.The horizontal coordinates were scaled from a topographic map and have
 CG0093.an estimated accuracy of +/- 6 seconds.
 CG0093
 CG0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0093.The vertical order pertains to the NGVD 29 superseded value.
 CG0093
 CG0093.The geoid height was determined by GEOID03.
 CG0093
 CG0093;                    North         East    Units  Estimated Accuracy
 CG0093;SPC AZ E     -   107,080.      204,140.      MT  (+/- 180 meters Scaled)
 CG0093
 CG0093                          SUPERSEDED SURVEY CONTROL
 CG0093
 CG0093  NGVD 29 (??/??/92) 1086.014  (m)         3563.03   (f) ADJ UNCH    2 0
 CG0093
 CG0093.Superseded values are not recommended for survey control.
 CG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0093.See file dsdata.txt to determine how the superseded data were derived.
 CG0093
 CG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA695368(NAD 83)
 CG0093_MARKER: DB = BENCH MARK DISK
 CG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0093_STAMPING: V 358 1960
 CG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0093+STABILITY: SURFACE MOTION
 CG0093
 CG0093  HISTORY     - Date     Condition        Report By
 CG0093  HISTORY     - 1960     MONUMENTED       CGS
 CG0093  HISTORY     - 1974     MARK NOT FOUND   USGS
 CG0093
 CG0093                          STATION DESCRIPTION
 CG0093
 CG0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0093'2.1 MI NE FROM BENSON.
 CG0093'1.2 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE HIGHWAY
 CG0093'86, THENCE 0.9 MILE NORTH ON BLACKTOP ROAD (INTERSTATE 10), 137 FEET
 CG0093'EAST OF EAST END OF DIKE, 51 FEET SOUTHWEST OF DRY WASH, 3 FEET
 CG0093'NORTHWEST OF WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CG0093'POST PROJECTING 4 INCHES.
 CG0093
 CG0093                          STATION RECOVERY (1974)
 CG0093
 CG0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CG0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0188 ***********************************************************************
 GQ0188  DESIGNATION -  V 359
 GQ0188  PID         -  GQ0188
 GQ0188  STATE/COUNTY-  AZ/MOHAVE
 GQ0188  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0188
 GQ0188                         *CURRENT SURVEY CONTROL
 GQ0188  ___________________________________________________________________
 GQ0188* NAD 83(1986)-  36 58 39.     (N)    113 39 28.     (W)     SCALED    
 GQ0188* NAVD 88     -       862.330  (meters)    2829.16   (feet)  POSTED    
 GQ0188  ___________________________________________________________________
 GQ0188  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 GQ0188  DYNAMIC HT  -         861.450 (meters)    2826.27  (feet)  COMP
 GQ0188  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 GQ0188
 GQ0188  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0188
 GQ0188.The horizontal coordinates were scaled from a topographic map and have
 GQ0188.an estimated accuracy of +/- 6 seconds.
 GQ0188
 GQ0188.The orthometric height was determined by differential leveling
 GQ0188.and adjusted by the  in 1992.
 GQ0188.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0188.rate of 1.1 thru 2.0 mm/km.
 GQ0188
 GQ0188.The geoid height was determined by GEOID03.
 GQ0188
 GQ0188.The dynamic height is computed by dividing the NAVD 88
 GQ0188.geopotential number by the normal gravity value computed on the
 GQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0188.degrees latitude (g = 980.6199 gals.).
 GQ0188
 GQ0188.The modeled gravity was interpolated from observed gravity values.
 GQ0188
 GQ0188;                    North         East    Units  Estimated Accuracy
 GQ0188;SPC AZ W     -   663,000.      221,570.      MT  (+/- 180 meters Scaled)
 GQ0188
 GQ0188                          SUPERSEDED SURVEY CONTROL
 GQ0188
 GQ0188  NGVD 29 (??/??/92)  861.509  (m)         2826.47   (f) ADJ UNCH    2 0
 GQ0188
 GQ0188.Superseded values are not recommended for survey control.
 GQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0188.See file dsdata.txt to determine how the superseded data were derived.
 GQ0188
 GQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF634956(NAD 83)
 GQ0188_MARKER: DB = BENCH MARK DISK
 GQ0188_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0188_SP_SET: ROCK OUTCROP
 GQ0188_STAMPING: V 359 1960
 GQ0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0188+STABILITY: POSITION/ELEVATION WELL
 GQ0188
 GQ0188  HISTORY     - Date     Condition        Report By
 GQ0188  HISTORY     - 1960     MONUMENTED       CGS
 GQ0188  HISTORY     - 1974     GOOD             USGS
 GQ0188
 GQ0188                          STATION DESCRIPTION
 GQ0188
 GQ0188'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 GQ0188'16.3 MI SW FROM ST GEORGE, UT.
 GQ0188'LOCATED ABOUT 16 MILES SOUTHWEST OF ST. GEORGE, UTAH ALONG INTERSTATE
 GQ0188'15.  0.8 MILE SOUTHWEST OF THE BLACK ROCK OVERPASS.  0.2 MILE SOUTH OF
 GQ0188'INTERSTATE 15.  91 FEET NORTH OF A TRACK ROAD.  415 FEET SOUTH WEST OF
 GQ0188'A SMALL DIRT RESERVOIR.  CEMENTED INTO A ROCK OUTCROP OF A LOW ROCKY
 GQ0188'KNOLL AT THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0446 ***********************************************************************
 DA0446  DESIGNATION -  V 36
 DA0446  PID         -  DA0446
 DA0446  STATE/COUNTY-  AZ/PIMA
 DA0446  USGS QUAD   -  GUNSIGHT (1990)
 DA0446
 DA0446                         *CURRENT SURVEY CONTROL
 DA0446  ___________________________________________________________________
 DA0446* NAD 83(1986)-  32 14 03.     (N)    112 43 00.     (W)     SCALED    
 DA0446* NAVD 88     -       574.44   (+/-2cm)    1884.6    (feet)  VERTCON   
 DA0446  ___________________________________________________________________
 DA0446  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DA0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0446
 DA0446.The horizontal coordinates were scaled from a topographic map and have
 DA0446.an estimated accuracy of +/- 6 seconds.
 DA0446
 DA0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0446.The vertical order pertains to the NGVD 29 superseded value.
 DA0446
 DA0446.The geoid height was determined by GEOID03.
 DA0446
 DA0446;                    North         East    Units  Estimated Accuracy
 DA0446;SPC AZ C     -   137,110.      137,970.      MT  (+/- 180 meters Scaled)
 DA0446
 DA0446                          SUPERSEDED SURVEY CONTROL
 DA0446
 DA0446  NGVD 29 (??/??/92)  573.712  (m)         1882.25   (f) ADJ UNCH    2 0
 DA0446
 DA0446.Superseded values are not recommended for survey control.
 DA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0446.See file dsdata.txt to determine how the superseded data were derived.
 DA0446
 DA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA382676(NAD 83)
 DA0446_MARKER: DB = BENCH MARK DISK
 DA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0446_STAMPING: V 36 1882.509 1933
 DA0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0446+STABILITY: SURFACE MOTION
 DA0446
 DA0446  HISTORY     - Date     Condition        Report By
 DA0446  HISTORY     - 1933     MONUMENTED       CGS
 DA0446  HISTORY     - 1952     GOOD             NGS
 DA0446  HISTORY     - 19970306 GOOD             USPSQD
 DA0446  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA0446
 DA0446                          STATION DESCRIPTION
 DA0446
 DA0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0446'13.7 MI SE FROM AJO.
 DA0446'0.15 MILE SOUTHEAST ALONG THE TUCSON-CORNELIA AND GILA BEND RAILROAD
 DA0446'FROM THE STATION AT AJO TO HIGHWAY 86, THENCE 13.55 MILES SOUTHEAST
 DA0446'ALONG STATE HIGHWAY 86, 0.9 MILE SOUTHEAST OF THE WEST BOUNDARY OF THE
 DA0446'PAPAGO INDIAN RESERVATION FENCE, 195 1/2 FEET NORTHWEST OF THE CENTER
 DA0446'OF THE HIGHWAY AND A DIP, 40 FEET SOUTHWEST OF THE CENTER LINE OF
 DA0446'HIGHWAY 86, 1.8 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT
 DA0446'HIGHER THAN THE HIGHWAY, AND SET IN A CONCRETE POST PROJECTING 0.9
 DA0446'FOOT ABOVE THE GROUND.
 DA0446
 DA0446                          STATION RECOVERY (1997)
 DA0446
 DA0446'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0446'RECOVERED IN GOOD CONDITION.
 DA0446
 DA0446                          STATION RECOVERY (1999)
 DA0446
 DA0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0794 ***********************************************************************
 DV0794  DESIGNATION -  V 360
 DV0794  PID         -  DV0794
 DV0794  STATE/COUNTY-  AZ/MARICOPA
 DV0794  USGS QUAD   -  ARLINGTON (1984)
 DV0794
 DV0794                         *CURRENT SURVEY CONTROL
 DV0794  ___________________________________________________________________
 DV0794* NAD 83(1986)-  33 15 04.     (N)    112 47 35.     (W)     SCALED    
 DV0794* NAVD 88     -       238.299  (meters)     781.82   (feet)  ADJUSTED  
 DV0794  ___________________________________________________________________
 DV0794  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV0794  DYNAMIC HT  -         238.024 (meters)     780.92  (feet)  COMP
 DV0794  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DV0794
 DV0794  VERT ORDER  -  FIRST     CLASS II
 DV0794
 DV0794.The horizontal coordinates were scaled from a topographic map and have
 DV0794.an estimated accuracy of +/- 6 seconds.
 DV0794
 DV0794.The orthometric height was determined by differential leveling
 DV0794.and adjusted in June 1991.
 DV0794
 DV0794.The geoid height was determined by GEOID03.
 DV0794
 DV0794.The dynamic height is computed by dividing the NAVD 88
 DV0794.geopotential number by the normal gravity value computed on the
 DV0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0794.degrees latitude (g = 980.6199 gals.).
 DV0794
 DV0794.The modeled gravity was interpolated from observed gravity values.
 DV0794
 DV0794;                    North         East    Units  Estimated Accuracy
 DV0794;SPC AZ C     -   249,940.      131,700.      MT  (+/- 180 meters Scaled)
 DV0794
 DV0794                          SUPERSEDED SURVEY CONTROL
 DV0794
 DV0794  NGVD 29 (??/??/92)  237.668  (m)          779.75   (f) ADJ UNCH    1 2
 DV0794
 DV0794.Superseded values are not recommended for survey control.
 DV0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0794.See file dsdata.txt to determine how the superseded data were derived.
 DV0794
 DV0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB329805(NAD 83)
 DV0794_MARKER: DB = BENCH MARK DISK
 DV0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0794_STAMPING: V 360 1967
 DV0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0794+STABILITY: SURFACE MOTION
 DV0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0794+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV0794
 DV0794  HISTORY     - Date     Condition        Report By
 DV0794  HISTORY     - 1967     MONUMENTED       CGS
 DV0794  HISTORY     - 1981     GOOD             NGS
 DV0794  HISTORY     - 20060128 GOOD             USPSQD
 DV0794  HISTORY     - 20060129 GOOD             USPSQD
 DV0794  HISTORY     - 20070413 GOOD             GEOCAC
 DV0794
 DV0794                          STATION DESCRIPTION
 DV0794
 DV0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0794'5.95 MI SW FROM ARLINGTON.
 DV0794'5.95 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0794'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0794'17, T 2 S, R 5 W, ABOUT 60 YARDS NORTH OF A DIP IN THE HIGHWAY, 91
 DV0794'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTH OF THE
 DV0794'CENTER OF A WOODEN GATE FOR A TRAIL ROAD WHICH LEADS EAST, 71 FEET
 DV0794'EAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1 1/2 FEET WEST OF
 DV0794'A FENCE, 2.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 DV0794'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DV0794'PROJECTING 5 INCHES.
 DV0794
 DV0794                          STATION RECOVERY (1981)
 DV0794
 DV0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0794'RECOVERED IN GOOD CONDITION.
 DV0794
 DV0794                          STATION RECOVERY (2006)
 DV0794
 DV0794'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0794'RECOVERED AS DESCRIBED.
 DV0794
 DV0794                          STATION RECOVERY (2006)
 DV0794
 DV0794'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0794'RECOVERED AS DESCRIBED..
 DV0794
 DV0794                          STATION RECOVERY (2007)
 DV0794
 DV0794'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0796 ***********************************************************************
 DV0796  DESIGNATION -  V 361
 DV0796  PID         -  DV0796
 DV0796  STATE/COUNTY-  AZ/MARICOPA
 DV0796  USGS QUAD   -  SPRING MTN (1978)
 DV0796
 DV0796                         *CURRENT SURVEY CONTROL
 DV0796  ___________________________________________________________________
 DV0796* NAD 83(1986)-  33 14 06.     (N)    112 46 52.     (W)     SCALED    
 DV0796* NAVD 88     -       255.141  (meters)     837.08   (feet)  ADJUSTED  
 DV0796  ___________________________________________________________________
 DV0796  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV0796  DYNAMIC HT  -         254.846 (meters)     836.11  (feet)  COMP
 DV0796  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 DV0796
 DV0796  VERT ORDER  -  FIRST     CLASS II
 DV0796
 DV0796.The horizontal coordinates were scaled from a topographic map and have
 DV0796.an estimated accuracy of +/- 6 seconds.
 DV0796
 DV0796.The orthometric height was determined by differential leveling
 DV0796.and adjusted in June 1991.
 DV0796
 DV0796.The geoid height was determined by GEOID03.
 DV0796
 DV0796.The dynamic height is computed by dividing the NAVD 88
 DV0796.geopotential number by the normal gravity value computed on the
 DV0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0796.degrees latitude (g = 980.6199 gals.).
 DV0796
 DV0796.The modeled gravity was interpolated from observed gravity values.
 DV0796
 DV0796;                    North         East    Units  Estimated Accuracy
 DV0796;SPC AZ C     -   248,150.      132,800.      MT  (+/- 180 meters Scaled)
 DV0796
 DV0796                          SUPERSEDED SURVEY CONTROL
 DV0796
 DV0796  NGVD 29 (??/??/92)  254.508  (m)          835.00   (f) ADJ UNCH    1 2
 DV0796
 DV0796.Superseded values are not recommended for survey control.
 DV0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0796.See file dsdata.txt to determine how the superseded data were derived.
 DV0796
 DV0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB340787(NAD 83)
 DV0796_MARKER: DB = BENCH MARK DISK
 DV0796_SETTING: 66 = SET IN ROCK OUTCROP
 DV0796_SP_SET: ROCK OUTCROP
 DV0796_STAMPING: V 361 1967
 DV0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0796+STABILITY: POSITION/ELEVATION WELL
 DV0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0796+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 DV0796
 DV0796  HISTORY     - Date     Condition        Report By
 DV0796  HISTORY     - 1967     MONUMENTED       CGS
 DV0796  HISTORY     - 1981     GOOD             NGS
 DV0796  HISTORY     - 20050902 GOOD             INDIV
 DV0796  HISTORY     - 20070413 GOOD             GEOCAC
 DV0796
 DV0796                          STATION DESCRIPTION
 DV0796
 DV0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0796'7.2 MI SW FROM ARLINGTON.
 DV0796'7.2 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0796'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0796'20, T 2 S, R 5 W, ABOUT 0.2 MILE NORTHWEST OF THE CREST OF A HILL, AT
 DV0796'A ROCKY CUT FOR THE HIGHWAY, 17 FEET SOUTHWEST OF THE CENTER LINE OF
 DV0796'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP WHICH IS LOCATED IN THE
 DV0796'SOUTHWEST BANK OF THE CUT, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DV0796'HIGHWAY.
 DV0796
 DV0796                          STATION RECOVERY (1981)
 DV0796
 DV0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0796'RECOVERED IN GOOD CONDITION.
 DV0796
 DV0796                          STATION RECOVERY (2005)
 DV0796
 DV0796'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJR)
 DV0796'THE HIGHWAY HAS BEEN RE-ALIGNED AND THE MARK IS NOW ABOUT 15 FEET
 DV0796'ABOVE THE EXISTING ROADWAY AND APPROXIMATELY 70 FEET WEST OF THE
 DV0796'CENTERLINE. IT IS AT MILE POST 23.242. NEW COORDINATES WERE OBTAINED
 DV0796'BY A HAND HELD GPS. N 33 14'07.5 W 112 46'51.0.
 DV0796
 DV0796                          STATION RECOVERY (2007)
 DV0796
 DV0796'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0796'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE HIGHWAY HAS BEEN
 DV0796'RE-ALIGNED IN THE AREA, AND AT THIS POINT THE NEW ROAD IS ABOUT 50
 DV0796'FEET EAST AND 30 FEET LOWER THAN THE ORIGINAL. A SECTION OF THE
 DV0796'ORIGINAL ROAD STILL EXISTS NEAR THE MARK, AND THE 1967 REFERENCES
 DV0796'STILL APPLY TO THE ORIGINAL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0734 ***********************************************************************
 DV0734  DESIGNATION -  V 362
 DV0734  PID         -  DV0734
 DV0734  STATE/COUNTY-  AZ/MARICOPA
 DV0734  USGS QUAD   -  BUCKEYE NW (1982)
 DV0734
 DV0734                         *CURRENT SURVEY CONTROL
 DV0734  ___________________________________________________________________
 DV0734* NAD 83(1986)-  33 28 41.     (N)    112 43 46.     (W)     SCALED    
 DV0734* NAVD 88     -       342.642  (meters)    1124.15   (feet)  ADJUSTED  
 DV0734  ___________________________________________________________________
 DV0734  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DV0734  DYNAMIC HT  -         342.246 (meters)    1122.85  (feet)  COMP
 DV0734  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DV0734
 DV0734  VERT ORDER  -  FIRST     CLASS II
 DV0734
 DV0734.The horizontal coordinates were scaled from a topographic map and have
 DV0734.an estimated accuracy of +/- 6 seconds.
 DV0734
 DV0734.The orthometric height was determined by differential leveling
 DV0734.and adjusted in June 1991.
 DV0734
 DV0734.The geoid height was determined by GEOID03.
 DV0734
 DV0734.The dynamic height is computed by dividing the NAVD 88
 DV0734.geopotential number by the normal gravity value computed on the
 DV0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0734.degrees latitude (g = 980.6199 gals.).
 DV0734
 DV0734.The modeled gravity was interpolated from observed gravity values.
 DV0734
 DV0734;                    North         East    Units  Estimated Accuracy
 DV0734;SPC AZ C     -   275,060.      137,820.      MT  (+/- 180 meters Scaled)
 DV0734
 DV0734                          SUPERSEDED SURVEY CONTROL
 DV0734
 DV0734  NGVD 29 (??/??/92)  341.994  (m)         1122.03   (f) ADJ UNCH    1 2
 DV0734
 DV0734.Superseded values are not recommended for survey control.
 DV0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0734.See file dsdata.txt to determine how the superseded data were derived.
 DV0734
 DV0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC393056(NAD 83)
 DV0734_MARKER: DB = BENCH MARK DISK
 DV0734_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0734_SP_SET: 9 FEET
 DV0734_STAMPING: V 362 1967
 DV0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0734+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0734
 DV0734  HISTORY     - Date     Condition        Report By
 DV0734  HISTORY     - 1967     MONUMENTED       CGS
 DV0734  HISTORY     - 1981     GOOD             NGS
 DV0734  HISTORY     - 20010418 GOOD             MCDOT
 DV0734  HISTORY     - 20080530 GOOD             GEOCAC
 DV0734
 DV0734                          STATION DESCRIPTION
 DV0734
 DV0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0734'12.15 MI E FROM TONOPAH.
 DV0734'12.15 MILES EAST ALONG INDIAN SCHOOL ROAD, WHICH BECOMES YUMA ROAD,
 DV0734'FROM THE POST OFFICE AT TONOPAH, OR ABOUT 0.3 MILE WEST ALONG THE
 DV0734'SOUTHERN PACIFIC RAILROAD FROM THE STATION AT BUCKEYE, THENCE 3.8
 DV0734'MILES NORTH ALONG MILLER ROAD, THENCE 8.35 MILES NORTHWEST ALONG YUMA
 DV0734'ROAD, WHICH BECOMES INDIAN SCHOOL ROAD, IN S 36, T 2 N, R 5 W, 117
 DV0734'YARDS EAST OF THE CENTER LINE OF A SANDY WASH, 78 FEET SOUTH OF THE
 DV0734'CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 DV0734'2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 DV0734'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS ENCASED
 DV0734'IN A 5-INCH IRON PIPE PROJECTING 12 INCHES.
 DV0734
 DV0734                          STATION RECOVERY (1981)
 DV0734
 DV0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0734'RECOVERED IN GOOD CONDITION.
 DV0734
 DV0734                          STATION RECOVERY (2001)
 DV0734
 DV0734'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0734'FROM JUNCT. OF JOHNSON + TONOPAH-SALOME HWY GO 1 MILE NW ON TONOPAH
 DV0734'HWY
 DV0734'USC+G BC IN IRON PIPE 1' ABOVE NATURAL GROUND W/ SURVEY MARKER
 DV0734' 
 DV0734' 
 DV0734' 
 DV0734' 
 DV0734' 
 DV0734' 
 DV0734' 
 DV0734' 
 DV0734
 DV0734                          STATION RECOVERY (2008)
 DV0734
 DV0734'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0734'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0734'33 28 40.7 (N)   112 43 46.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1050 ***********************************************************************
 CZ1050  DESIGNATION -  V 363
 CZ1050  PID         -  CZ1050
 CZ1050  STATE/COUNTY-  AZ/PINAL
 CZ1050  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1050
 CZ1050                         *CURRENT SURVEY CONTROL
 CZ1050  ___________________________________________________________________
 CZ1050* NAD 83(1986)-  32 44 13.     (N)    111 31 53.     (W)     SCALED    
 CZ1050* NAVD 88     -       480.368  (meters)    1576.01   (feet)  ADJUSTED  
 CZ1050  ___________________________________________________________________
 CZ1050  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ1050  DYNAMIC HT  -         479.758 (meters)    1574.01  (feet)  COMP
 CZ1050  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 CZ1050  OBS GRAVITY -     979,353.8   (mgal)                       GRAV_OBS
 CZ1050
 CZ1050  VERT ORDER  -  FIRST     CLASS II
 CZ1050
 CZ1050.The horizontal coordinates were scaled from a topographic map and have
 CZ1050.an estimated accuracy of +/- 6 seconds.
 CZ1050
 CZ1050.The orthometric height was determined by differential leveling
 CZ1050.and adjusted in November 1993.
 CZ1050
 CZ1050.The geoid height was determined by GEOID03.
 CZ1050
 CZ1050.The dynamic height is computed by dividing the NAVD 88
 CZ1050.geopotential number by the normal gravity value computed on the
 CZ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1050.degrees latitude (g = 980.6199 gals.).
 CZ1050
 CZ1050.The modeled gravity was interpolated from observed gravity values.
 CZ1050.The observed gravity was obtained from relative gravimeter ties
 CZ1050.to the IGSN71 gravity network.
 CZ1050
 CZ1050;                    North         East    Units  Estimated Accuracy
 CZ1050;SPC AZ C     -   192,650.      249,470.      MT  (+/- 180 meters Scaled)
 CZ1050
 CZ1050                          SUPERSEDED SURVEY CONTROL
 CZ1050
 CZ1050  NAVD 88 (06/15/91)  480.612  (m)         1576.81   (f) UNKNOWN     1 2
 CZ1050
 CZ1050.Superseded values are not recommended for survey control.
 CZ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1050.See file dsdata.txt to determine how the superseded data were derived.
 CZ1050
 CZ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB502222(NAD 83)
 CZ1050_MARKER: DB = BENCH MARK DISK
 CZ1050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1050_SP_SET: BRIDGE ABUTMENT
 CZ1050_STAMPING: V 363 1967
 CZ1050_MARK LOGO: CGS   
 CZ1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1050+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1050
 CZ1050  HISTORY     - Date     Condition        Report By
 CZ1050  HISTORY     - 1967     MONUMENTED       CGS
 CZ1050  HISTORY     - 1980     GOOD             NGS
 CZ1050  HISTORY     - 1980     GOOD             NGS
 CZ1050  HISTORY     - 1984     GOOD             NGS
 CZ1050  HISTORY     - 19911205 GOOD             NGS
 CZ1050  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1050
 CZ1050                          STATION DESCRIPTION
 CZ1050
 CZ1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1050'1.8 MI SE FROM ELOY.
 CZ1050'ABOUT 1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1050'STATION AT ELOY, OR ABOUT 2.5 MILES NORTHWEST ALONG THE SOUTHERN
 CZ1050'PACIFIC RAILROAD FROM THE DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN
 CZ1050'S 9, T 8 S, R 8 E, 1 POLE NORTHWEST OF MILEPOST 935, 7 FEET NORTHEAST
 CZ1050'OF THE NORTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE NORTHEAST
 CZ1050'END OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER 934.97, AND
 CZ1050'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CZ1050
 CZ1050                          STATION RECOVERY (1980)
 CZ1050
 CZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1050'THE MARK IS 0.4 M BELOW THE TRACKS.
 CZ1050'25.9 KILOMETERS (16.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1050'RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
 CZ1050'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND LA PALMA ROAD, SET
 CZ1050'IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD
 CZ1050'BRIDGE 934.97, 2.1 METERS (7 FEET) NORTHEAST OF THE NORTHEAST RAIL,
 CZ1050'49.4 METERS (162 FEET) NORTHWEST OF MILE POST 935 AND 0.45 METER
 CZ1050'(1.5 FEET) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 CZ1050
 CZ1050                          STATION RECOVERY (1980)
 CZ1050
 CZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1050'THE MARK IS 0.4 M BELOW THE TRACKS.
 CZ1050'25.9 KILOMETERS (16.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1050'RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
 CZ1050'SOUTHEAST OF THE INTERSECTION OF THE RAILROAD AND LA PALMA ROAD, SET
 CZ1050'IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD
 CZ1050'BRIDGE 934.97, 2.1 METERS (7 FEET) NORTHEAST OF THE NORTHEAST RAIL,
 CZ1050'49.4 METERS (162 FEET) NORTHWEST OF MILE POST 935 AND 0.45 METER
 CZ1050'(1.5 FEET) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 CZ1050
 CZ1050                          STATION RECOVERY (1984)
 CZ1050
 CZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1050'RECOVERED IN GOOD CONDITION.
 CZ1050
 CZ1050                          STATION RECOVERY (1991)
 CZ1050
 CZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1050'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1050'ELOY, THENCE 2.7 KM (1.65 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ1050'PACIFIC RAILROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE
 CZ1050'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 CZ1050'NUMBER 934.97, 0.2 KM (0.10 MI) SOUTHEAST OF THE INTERSECTION OF LA
 CZ1050'PALMA ROAD, 2.0 M (6.6 FT) NORTHEAST OF THE NEAR RAIL, AND 0.3 M (1.0
 CZ1050'FT) BELOW THE LEVEL OF THE TRACK.
 CZ1050
 CZ1050                          STATION RECOVERY (2007)
 CZ1050
 CZ1050'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0689 ***********************************************************************
 DU0689  DESIGNATION -  V 364
 DU0689  PID         -  DU0689
 DU0689  STATE/COUNTY-  AZ/MARICOPA
 DU0689  USGS QUAD   -  HIGLEY (1981)
 DU0689
 DU0689                         *CURRENT SURVEY CONTROL
 DU0689  ___________________________________________________________________
 DU0689* NAD 83(1986)-  33 18 23.     (N)    111 38 07.     (W)     SCALED    
 DU0689* NAVD 88     -       421.843  (meters)    1384.00   (feet)  ADJUSTED  
 DU0689  ___________________________________________________________________
 DU0689  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DU0689  DYNAMIC HT  -         421.333 (meters)    1382.32  (feet)  COMP
 DU0689  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 DU0689  OBS GRAVITY -     979,419.6   (mgal)                       GRAV_OBS
 DU0689
 DU0689  VERT ORDER  -  FIRST     CLASS II
 DU0689
 DU0689.The horizontal coordinates were scaled from a topographic map and have
 DU0689.an estimated accuracy of +/- 6 seconds.
 DU0689
 DU0689.The orthometric height was determined by differential leveling
 DU0689.and adjusted in November 1993.
 DU0689
 DU0689.The geoid height was determined by GEOID03.
 DU0689
 DU0689.The dynamic height is computed by dividing the NAVD 88
 DU0689.geopotential number by the normal gravity value computed on the
 DU0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0689.degrees latitude (g = 980.6199 gals.).
 DU0689
 DU0689.The modeled gravity was interpolated from observed gravity values.
 DU0689.The observed gravity was obtained from relative gravimeter ties
 DU0689.to the IGSN71 gravity network.
 DU0689
 DU0689;                    North         East    Units  Estimated Accuracy
 DU0689;SPC AZ C     -   255,760.      239,560.      MT  (+/- 180 meters Scaled)
 DU0689
 DU0689                          SUPERSEDED SURVEY CONTROL
 DU0689
 DU0689  NGVD 29 (??/??/92)  421.626  (m)         1383.28   (f) ADJ UNCH    1 2
 DU0689
 DU0689.Superseded values are not recommended for survey control.
 DU0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0689.See file dsdata.txt to determine how the superseded data were derived.
 DU0689
 DU0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408854(NAD 83)
 DU0689_MARKER: DB = BENCH MARK DISK
 DU0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0689_SP_SET: CONCRETE POST
 DU0689_STAMPING: V 364 1967
 DU0689_MARK LOGO: CGS   
 DU0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0689+STABILITY: SURFACE MOTION
 DU0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0689+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1992
 DU0689
 DU0689  HISTORY     - Date     Condition        Report By
 DU0689  HISTORY     - 1967     MONUMENTED       CGS
 DU0689  HISTORY     - 1979     GOOD             LOCSUR
 DU0689  HISTORY     - 19920111 GOOD             NGS
 DU0689  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0689
 DU0689                          STATION DESCRIPTION
 DU0689
 DU0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0689'3.0 MI N FROM QUEEN CREEK.
 DU0689'ABOUT 3.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0689'SCHOOL AT QUEEN CREEK, IN S 27, T 1 S, R 7 E, 49 FEET EAST OF THE
 DU0689'CENTER LINE OF THE ROAD, 73 FEET EAST AND ACROSS THE ROAD FROM THE
 DU0689'NORTH END OF A SPILLWAY CURB, 34 FEET NORTH OF THE CENTER OF A WIRE
 DU0689'GATE, 2 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A METAL WITNESS POST,
 DU0689'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DU0689'CONCRETE POST PROJECTING 6 INCHES.
 DU0689
 DU0689                          STATION RECOVERY (1979)
 DU0689
 DU0689'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0689'RECOVERED IN GOOD CONDITION.
 DU0689
 DU0689                          STATION RECOVERY (1992)
 DU0689
 DU0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0689'6.6 KM (4.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0689'IN QUEEN CREEK, 29.0 M (95.1 FT) NORTH OF THE CENTER OF A GATE, 13.4
 DU0689'M (44.0 FT) EAST OF THE CENTER OF THE ROAD, 0.4 M (1.3 FT) NORTH OF A
 DU0689'WITNESS POST, 0.4 M (1.3 FT) WEST OF A FENCE, 0.2 M (0.7 FT) BELOW
 DU0689'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 DU0689'SURFACE.
 DU0689
 DU0689                          STATION RECOVERY (2006)
 DU0689
 DU0689'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0689'ELLSWORTH ROAD HAS BEEN WIDENED AND HEAVILY GRADED IN THIS AREA. NO
 DU0689'WITNESS POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1089 ***********************************************************************
 DU1089  DESIGNATION -  V 365
 DU1089  PID         -  DU1089
 DU1089  STATE/COUNTY-  AZ/MARICOPA
 DU1089  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1089
 DU1089                         *CURRENT SURVEY CONTROL
 DU1089  ___________________________________________________________________
 DU1089* NAD 83(1986)-  33 31 57.     (N)    111 54 04.     (W)     SCALED    
 DU1089* NAVD 88     -       391.505  (meters)    1284.46   (feet)  READJUSTED
 DU1089  ___________________________________________________________________
 DU1089  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1089  DYNAMIC HT  -         391.050 (meters)    1282.97  (feet)  COMP
 DU1089  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 DU1089
 DU1089  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1089
 DU1089.The horizontal coordinates were scaled from a topographic map and have
 DU1089.an estimated accuracy of +/- 6 seconds.
 DU1089
 DU1089.The orthometric height was determined by differential leveling
 DU1089.and adjusted in July 2002.
 DU1089.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1089.distribution rate of 0.0 thru 1.0 mm/km.
 DU1089.The height was derived from older observations constrained to new
 DU1089.heights in a crustal motion area.  The height is approximate in
 DU1089.relation to other heights in its vicinity.
 DU1089.WARNING-Repeat measurements at this control monument indicate possible
 DU1089.vertical movement.
 DU1089
 DU1089.The geoid height was determined by GEOID03.
 DU1089
 DU1089.The dynamic height is computed by dividing the NAVD 88
 DU1089.geopotential number by the normal gravity value computed on the
 DU1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1089.degrees latitude (g = 980.6199 gals.).
 DU1089
 DU1089.The modeled gravity was interpolated from observed gravity values.
 DU1089
 DU1089;                    North         East    Units  Estimated Accuracy
 DU1089;SPC AZ C     -   280,810.      214,810.      MT  (+/- 180 meters Scaled)
 DU1089
 DU1089                          SUPERSEDED SURVEY CONTROL
 DU1089
 DU1089  NAVD 88 (04/19/99)  391.507  (m)         1284.47   (f) UNKNOWN     1 2
 DU1089  NAVD 88 (06/15/91)  391.527  (m)         1284.53   (f) UNKNOWN     1 2
 DU1089  NGVD 29 (??/??/92)  391.094  (m)         1283.11   (f) ADJ UNCH    1 2
 DU1089
 DU1089.Superseded values are not recommended for survey control.
 DU1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1089.See file dsdata.txt to determine how the superseded data were derived.
 DU1089
 DU1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC163106(NAD 83)
 DU1089_MARKER: DB = BENCH MARK DISK
 DU1089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1089_SP_SET: HEADWALL
 DU1089_STAMPING: V 365 1967
 DU1089_MARK LOGO: CGS   
 DU1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1089+STABILITY: SURFACE MOTION
 DU1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1089+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DU1089
 DU1089  HISTORY     - Date     Condition        Report By
 DU1089  HISTORY     - 1967     MONUMENTED       CGS
 DU1089  HISTORY     - 1971     GOOD             NGS
 DU1089  HISTORY     - 1981     GOOD             NGS
 DU1089  HISTORY     - 19980321 GOOD             USPSQD
 DU1089  HISTORY     - 19990301 GOOD             NGS
 DU1089  HISTORY     - 20070404 GOOD             GEOCAC
 DU1089
 DU1089                          STATION DESCRIPTION
 DU1089
 DU1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1089'4.85 MI NE FROM SCOTTSDALE.
 DU1089'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1089'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 1.75
 DU1089'MILES NORTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF
 DU1089'THE ARIZONA CANAL, IN SECTION 12, T 2 N, R 5 E, AT THE JUNCTION OF THE
 DU1089'DIRT ROAD AND GRANITE REEF ROAD, 19 FEET SOUTH OF THE CENTER LINE OF
 DU1089'THE DIRT ROAD ALONG THE CANAL, 39 FEET WEST OF THE CENTER LINE OF
 DU1089'GRANITE REEF ROAD, SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 DU1089'CONCRETE STRUCTURE SUPPORTING FLOODGATE NUMBER 1-1.5, 14 FEET WEST OF
 DU1089'THE WEST EDGE OF A CONCRETE SIDEWALK, ABOUT 2 INCHES ABOVE THE LEVEL
 DU1089'OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF GRANITE REEF ROAD.
 DU1089
 DU1089                          STATION RECOVERY (1971)
 DU1089
 DU1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU1089'RECOVERED IN GOOD CONDITION.
 DU1089
 DU1089                          STATION RECOVERY (1981)
 DU1089
 DU1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1089'1.1 KILOMETERS (0.7 MILE) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1089'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1089'NORTHEAST CORNER OF THE CONCRETE FLOODGATE BOX 1-1.5 AT THE T JUNCTION
 DU1089'OF THE CANAL AND GRANITE REEF ROAD, 5.8 METERS (19.0 FEET) SOUTH OF
 DU1089'THE CENTERLINE OF THE SOUTH CANAL ROAD AND 11.9 METERS (39.0 FEET)
 DU1089'WEST OF THE CENTERLINE OF GRANITE REEF ROAD.
 DU1089'THE MARK IS 0.2 M ABOVE THE CANAL ROAD.
 DU1089
 DU1089                          STATION RECOVERY (1998)
 DU1089
 DU1089'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1089'RECOVERED IN GOOD CONDITION.
 DU1089
 DU1089                          STATION RECOVERY (1999)
 DU1089
 DU1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1089'0.5 KM (0.30 MI) WESTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 DU1089'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG HAYDEN ROAD,
 DU1089'THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A DIRT ROAD ALONG THE SOUTH
 DU1089'SIDE OF THE ARIZONA CANAL, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE
 DU1089'NORTHEAST CORNER OF THE CONCRETE HEADWALL OF A 2 GATE SIPHON, 13.9 M
 DU1089'(45.6 FT) WEST OF THE EXTENDED CENTER OF GRANITE REEF ROAD, AND 5.8 M
 DU1089'(19.0 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER.  NOTE--THE MONUMENT
 DU1089'IS ON PROPERTY OWNED BY THE SALT RIVER PROJECT, 1505 NORTH PROJECT
 DU1089'DRIVE, TEMPE, AZ 85282, TELEPHONE NUMBER (602) 319-2495.
 DU1089
 DU1089                          STATION RECOVERY (2007)
 DU1089
 DU1089'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0045 ***********************************************************************
 DV0045  DESIGNATION -  V 366
 DV0045  PID         -  DV0045
 DV0045  STATE/COUNTY-  AZ/MARICOPA
 DV0045  USGS QUAD   -  GLENDALE (1982)
 DV0045
 DV0045                         *CURRENT SURVEY CONTROL
 DV0045  ___________________________________________________________________
 DV0045* NAD 83(1986)-  33 36 37.     (N)    112 09 05.     (W)     SCALED    
 DV0045* NAVD 88     -       383.79   (+/-2cm)    1259.2    (feet)  VERTCON   
 DV0045  ___________________________________________________________________
 DV0045  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0045  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0045
 DV0045.The horizontal coordinates were scaled from a topographic map and have
 DV0045.an estimated accuracy of +/- 6 seconds.
 DV0045
 DV0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0045.The vertical order pertains to the NGVD 29 superseded value.
 DV0045
 DV0045.The geoid height was determined by GEOID03.
 DV0045
 DV0045;                    North         East    Units  Estimated Accuracy
 DV0045;SPC AZ C     -   289,460.      191,580.      MT  (+/- 180 meters Scaled)
 DV0045
 DV0045                          SUPERSEDED SURVEY CONTROL
 DV0045
 DV0045  NGVD 29 (??/??/92)  383.237  (m)         1257.34   (f) ADJ UNCH    1 2
 DV0045
 DV0045.Superseded values are not recommended for survey control.
 DV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0045.See file dsdata.txt to determine how the superseded data were derived.
 DV0045
 DV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931195(NAD 83)
 DV0045_MARKER: DB = BENCH MARK DISK
 DV0045_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0045_SP_SET: 15 FEET
 DV0045_STAMPING: V 366 1967
 DV0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0045
 DV0045  HISTORY     - Date     Condition        Report By
 DV0045  HISTORY     - 1967     MONUMENTED       CGS
 DV0045  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0045  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DV0045  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0045
 DV0045                          STATION DESCRIPTION
 DV0045
 DV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0045'6.8 MI NE FROM GLENDALE.
 DV0045'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0045'GLENDALE, THENCE 5.0 MILES NORTH ALONG NORTH 43RD AVENUE, IN SECTION
 DV0045'16, T 3 N, R 2 E, 90 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 DV0045'OF NORTH 43RD AVENUE AND WEST THUNDERBIRD ROAD, 80 FEET WEST OF THE
 DV0045'CENTER LINE OF NORTH 43RD AVENUE, 41 1/2 FEET SOUTH OF THE CENTER LINE
 DV0045'OF WEST THUNDERBIRD ROAD, 7 1/2 FEET SOUTH OF POWER POLE NUMBER 19
 DV0045'WHICH IS BRACED BY 2 GUY WIRES, 3 FEET SOUTHEAST OF A FENCE CORNER
 DV0045'POST, 1 FOOT SOUTHEAST OF A METAL HIGHWAY RIGHT-OF-WAY MARKER POST, 1
 DV0045'FOOT NORTHEAST OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS POST,
 DV0045'ABOUT 3 FEET ABOVE THE LEVEL OF THE AVENUE, AND ON THE TOP OF A
 DV0045'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS
 DV0045'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 DV0045
 DV0045                          STATION RECOVERY (1981)
 DV0045
 DV0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0045'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DV0045
 DV0045                          STATION RECOVERY (1988)
 DV0045
 DV0045'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 DV0045'MARK NOT FOUND.
 DV0045
 DV0045                          STATION RECOVERY (2007)
 DV0045
 DV0045'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0045'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0045'MARK. THE ROADS HAVE BEEN WIDENED, AND THE ADJACENT PROPERTY DEVELOPED
 DV0045'FOR SINGLE-FAMILY HOMES. APPARENTLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0951 ***********************************************************************
 CZ0951  DESIGNATION -  V 37
 CZ0951  PID         -  CZ0951
 CZ0951  STATE/COUNTY-  AZ/PIMA
 CZ0951  USGS QUAD   -  KO VAYA (1979)
 CZ0951
 CZ0951                         *CURRENT SURVEY CONTROL
 CZ0951  ___________________________________________________________________
 CZ0951* NAD 83(1986)-  32 04 50.     (N)    111 57 25.     (W)     SCALED    
 CZ0951* NAVD 88     -       732.25   (+/-2cm)    2402.4    (feet)  VERTCON   
 CZ0951  ___________________________________________________________________
 CZ0951  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CZ0951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0951
 CZ0951.The horizontal coordinates were scaled from a topographic map and have
 CZ0951.an estimated accuracy of +/- 6 seconds.
 CZ0951
 CZ0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0951.The vertical order pertains to the NGVD 29 superseded value.
 CZ0951
 CZ0951.The geoid height was determined by GEOID03.
 CZ0951
 CZ0951;                    North         East    Units  Estimated Accuracy
 CZ0951;SPC AZ C     -   119,800.      209,560.      MT  (+/- 180 meters Scaled)
 CZ0951
 CZ0951                          SUPERSEDED SURVEY CONTROL
 CZ0951
 CZ0951  NGVD 29 (??/??/92)  731.556  (m)         2400.11   (f) ADJ UNCH    2 0
 CZ0951
 CZ0951.Superseded values are not recommended for survey control.
 CZ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0951.See file dsdata.txt to determine how the superseded data were derived.
 CZ0951
 CZ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA096497(NAD 83)
 CZ0951_MARKER: DB = BENCH MARK DISK
 CZ0951_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0951_SP_SET: ROCK OUTCROP
 CZ0951_STAMPING: 2400.245 V 37 1933
 CZ0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0951+STABILITY: POSITION/ELEVATION WELL
 CZ0951
 CZ0951  HISTORY     - Date     Condition        Report By
 CZ0951  HISTORY     - 1933     MONUMENTED       CGS
 CZ0951  HISTORY     - 1937     MARK NOT FOUND   NGS
 CZ0951  HISTORY     - 1975     MARK NOT FOUND   USGS
 CZ0951
 CZ0951                          STATION DESCRIPTION
 CZ0951
 CZ0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 CZ0951'12.7 MI NW FROM SELLS.
 CZ0951'12.7 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CZ0951'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, NEAR AN INDIAN
 CZ0951'VILLAGE, 60 FEET EAST OF A WIDE ARROYO, AT A SHALLOW ROCK CUT, 46 FEET
 CZ0951'NORTH OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND 2 INCHES ABOVE
 CZ0951'THE GROUND.  A STANDARD DISK, STAMPED 2400.245 V 37 1933. NOTE-- IT IS
 CZ0951'LIKELY THAT THE TABLET HAS BEEN DESTROYED BY THE INDIANS.
 CZ0951
 CZ0951                          STATION RECOVERY (1975)
 CZ0951
 CZ0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0767 ***********************************************************************
 CZ0767  DESIGNATION -  V 38
 CZ0767  PID         -  CZ0767
 CZ0767  STATE/COUNTY-  AZ/PIMA
 CZ0767  USGS QUAD   -  SAN PEDRO (1992)
 CZ0767
 CZ0767                         *CURRENT SURVEY CONTROL
 CZ0767  ___________________________________________________________________
 CZ0767* NAD 83(1986)-  32 03 00.     (N)    111 25 15.     (W)     SCALED    
 CZ0767* NAVD 88     -       820.51   (+/-2cm)    2692.0    (feet)  VERTCON   
 CZ0767  ___________________________________________________________________
 CZ0767  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0767
 CZ0767.The horizontal coordinates were scaled from a topographic map and have
 CZ0767.an estimated accuracy of +/- 6 seconds.
 CZ0767
 CZ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0767.The vertical order pertains to the NGVD 29 superseded value.
 CZ0767
 CZ0767.The geoid height was determined by GEOID03.
 CZ0767
 CZ0767;                    North         East    Units  Estimated Accuracy
 CZ0767;SPC AZ C     -   116,520.      260,180.      MT  (+/- 180 meters Scaled)
 CZ0767
 CZ0767                          SUPERSEDED SURVEY CONTROL
 CZ0767
 CZ0767  NGVD 29 (??/??/92)  819.812  (m)         2689.67   (f) ADJ UNCH    2 0
 CZ0767
 CZ0767.Superseded values are not recommended for survey control.
 CZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0767.See file dsdata.txt to determine how the superseded data were derived.
 CZ0767
 CZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA602460(NAD 83)
 CZ0767_MARKER: DB = BENCH MARK DISK
 CZ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0767_STAMPING: 2689.929 V 38 1933
 CZ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0767+STABILITY: SURFACE MOTION
 CZ0767
 CZ0767  HISTORY     - Date     Condition        Report By
 CZ0767  HISTORY     - 1933     MONUMENTED       CGS
 CZ0767  HISTORY     - 1934     GOOD             NGS
 CZ0767  HISTORY     - 1975     GOOD             USGS
 CZ0767  HISTORY     - 19970306 GOOD             USPSQD
 CZ0767  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0767
 CZ0767                          STATION DESCRIPTION
 CZ0767
 CZ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0767'30.4 MI NE FROM SELLS.
 CZ0767'30.4 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM SELLS, PIMA COUNTY,
 CZ0767'28.8 MILES SOUTHWEST OF THE U.S. VETERANS HOSPITAL AT TUCSON, 1.3
 CZ0767'MILES WEST OF THE BOUNDARY OF AN INDIAN RESERVATION, 30 FEET SOUTH OF
 CZ0767'THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A
 CZ0767'STANDARD DISK, STAMPED 2689.929 V 38 1933 AND SET IN THE TOP OF A
 CZ0767'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CZ0767
 CZ0767                          STATION RECOVERY (1975)
 CZ0767
 CZ0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0767'TUCSON, 28.9 MI SW. OF ALONG STATE HWY. 86 FROM V.A. HOSPITAL, OR 6.9
 CZ0767'MI W. OF THREE POINTS. 0.2 MI W. OF MILEPOST 144. 30 FT S. OF
 CZ0767'CENTERLINE OF HWY. SET IN TOP OF CONCRETE POST PROJECTING 0.9 FT. NGS
 CZ0767'DISK STAMPED V 38 2689.929 1933.
 CZ0767
 CZ0767                          STATION RECOVERY (1997)
 CZ0767
 CZ0767'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0767'RECOVERED IN GOOD CONDITION.
 CZ0767
 CZ0767                          STATION RECOVERY (1999)
 CZ0767
 CZ0767'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0294 ***********************************************************************
 FR0294  DESIGNATION -  V 385
 FR0294  PID         -  FR0294
 FR0294  STATE/COUNTY-  AZ/COCONINO
 FR0294  USGS QUAD   -  TRINITY MTN (1981)
 FR0294
 FR0294                         *CURRENT SURVEY CONTROL
 FR0294  ___________________________________________________________________
 FR0294* NAD 83(1986)-  35 27 08.     (N)    112 50 25.     (W)     SCALED    
 FR0294* NAVD 88     -      1752.213  (meters)    5748.72   (feet)  POSTED    
 FR0294  ___________________________________________________________________
 FR0294  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 FR0294  DYNAMIC HT  -        1749.780 (meters)    5740.74  (feet)  COMP
 FR0294  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 FR0294
 FR0294  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0294
 FR0294.The horizontal coordinates were scaled from a topographic map and have
 FR0294.an estimated accuracy of +/- 6 seconds.
 FR0294
 FR0294.The orthometric height was determined by differential leveling
 FR0294.and adjusted by the  in 1992.
 FR0294.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0294.rate of 0.0 thru 1.0 mm/km.
 FR0294
 FR0294.The geoid height was determined by GEOID03.
 FR0294
 FR0294.The dynamic height is computed by dividing the NAVD 88
 FR0294.geopotential number by the normal gravity value computed on the
 FR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0294.degrees latitude (g = 980.6199 gals.).
 FR0294
 FR0294.The modeled gravity was interpolated from observed gravity values.
 FR0294
 FR0294;                    North         East    Units  Estimated Accuracy
 FR0294;SPC AZ C     -   494,130.      129,520.      MT  (+/- 180 meters Scaled)
 FR0294
 FR0294                          SUPERSEDED SURVEY CONTROL
 FR0294
 FR0294  NGVD 29 (??/??/92) 1751.208  (m)         5745.42   (f) ADJ UNCH    2 0
 FR0294
 FR0294.Superseded values are not recommended for survey control.
 FR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0294.See file dsdata.txt to determine how the superseded data were derived.
 FR0294
 FR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE329247(NAD 83)
 FR0294_MARKER: DB = BENCH MARK DISK
 FR0294_SETTING: 80 = SET IN A BOULDER
 FR0294_SP_SET: BOULDER
 FR0294_STAMPING: V 385 1968
 FR0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0294+STABILITY: SURFACE MOTION
 FR0294
 FR0294  HISTORY     - Date     Condition        Report By
 FR0294  HISTORY     - 1968     MONUMENTED       CGS
 FR0294
 FR0294                          STATION DESCRIPTION
 FR0294
 FR0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0294'11.25 MI N FROM SELIGMAN.
 FR0294'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0294'THE STATION AT SELIGMAN, THENCE 10.2 MILES NORTH ALONG A DIRT ROAD,
 FR0294'0.8 MILE NORTH OF A GATE ACROSS THE ROAD, 0.35 MILE NORTH OF THE
 FR0294'JUNCTION OF A TRACK ROAD NORTHEAST, ON THE SOUTH SLOPE OF A HILL, IN
 FR0294'THE TOP OF A LAVA BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 48
 FR0294'FEET WEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT EAST OF A WITNESS
 FR0294'POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0319 ***********************************************************************
 FR0319  DESIGNATION -  V 386
 FR0319  PID         -  FR0319
 FR0319  STATE/COUNTY-  AZ/COCONINO
 FR0319  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0319
 FR0319                         *CURRENT SURVEY CONTROL
 FR0319  ___________________________________________________________________
 FR0319* NAD 83(1986)-  35 39 43.     (N)    112 50 36.     (W)     SCALED    
 FR0319* NAVD 88     -      1848.674  (meters)    6065.19   (feet)  POSTED    
 FR0319  ___________________________________________________________________
 FR0319  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FR0319  DYNAMIC HT  -        1846.220 (meters)    6057.14  (feet)  COMP
 FR0319  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 FR0319
 FR0319  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0319
 FR0319.The horizontal coordinates were scaled from a topographic map and have
 FR0319.an estimated accuracy of +/- 6 seconds.
 FR0319
 FR0319.The orthometric height was determined by differential leveling
 FR0319.and adjusted by the  in 1992.
 FR0319.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0319.rate of 0.0 thru 1.0 mm/km.
 FR0319
 FR0319.The geoid height was determined by GEOID03.
 FR0319
 FR0319.The dynamic height is computed by dividing the NAVD 88
 FR0319.geopotential number by the normal gravity value computed on the
 FR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0319.degrees latitude (g = 980.6199 gals.).
 FR0319
 FR0319.The modeled gravity was interpolated from observed gravity values.
 FR0319
 FR0319;                    North         East    Units  Estimated Accuracy
 FR0319;SPC AZ C     -   517,400.      129,460.      MT  (+/- 180 meters Scaled)
 FR0319
 FR0319                          SUPERSEDED SURVEY CONTROL
 FR0319
 FR0319  NGVD 29 (??/??/92) 1847.763  (m)         6062.20   (f) ADJ UNCH    2 0
 FR0319
 FR0319.Superseded values are not recommended for survey control.
 FR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0319.See file dsdata.txt to determine how the superseded data were derived.
 FR0319
 FR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE331480(NAD 83)
 FR0319_MARKER: DB = BENCH MARK DISK
 FR0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0319_SP_SET: FOUNDATION
 FR0319_STAMPING: V 386 1968
 FR0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0319
 FR0319  HISTORY     - Date     Condition        Report By
 FR0319  HISTORY     - 1968     MONUMENTED       CGS
 FR0319
 FR0319                          STATION DESCRIPTION
 FR0319
 FR0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0319'30.1 MI N FROM SELIGMAN.
 FR0319'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0319'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0319'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 4.15 MILES EAST
 FR0319'ALONG A DIRT ROAD ALONG A POWER LINE, 3 TOWERS EAST OF BENCH MARK U
 FR0319'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHWEST STEEL LEG
 FR0319'OF TOWER 866, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2
 FR0319'FOOT HIGHER THAN THE ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0049 ***********************************************************************
 FR0049  DESIGNATION -  V 387
 FR0049  PID         -  FR0049
 FR0049  STATE/COUNTY-  AZ/COCONINO
 FR0049  USGS QUAD   -  MARKHAM DAM (1980)
 FR0049
 FR0049                         *CURRENT SURVEY CONTROL
 FR0049  ___________________________________________________________________
 FR0049* NAD 83(1986)-  35 43 40.     (N)    112 29 17.     (W)     SCALED    
 FR0049* NAVD 88     -      1720.442  (meters)    5644.48   (feet)  POSTED    
 FR0049  ___________________________________________________________________
 FR0049  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 FR0049  DYNAMIC HT  -        1718.230 (meters)    5637.23  (feet)  COMP
 FR0049  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 FR0049
 FR0049  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0049
 FR0049.The horizontal coordinates were scaled from a topographic map and have
 FR0049.an estimated accuracy of +/- 6 seconds.
 FR0049
 FR0049.The orthometric height was determined by differential leveling
 FR0049.and adjusted by the  in 1992.
 FR0049.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0049.rate of 0.0 thru 1.0 mm/km.
 FR0049
 FR0049.The geoid height was determined by GEOID03.
 FR0049
 FR0049.The dynamic height is computed by dividing the NAVD 88
 FR0049.geopotential number by the normal gravity value computed on the
 FR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0049.degrees latitude (g = 980.6199 gals.).
 FR0049
 FR0049.The modeled gravity was interpolated from observed gravity values.
 FR0049
 FR0049;                    North         East    Units  Estimated Accuracy
 FR0049;SPC AZ C     -   524,460.      161,670.      MT  (+/- 180 meters Scaled)
 FR0049
 FR0049                          SUPERSEDED SURVEY CONTROL
 FR0049
 FR0049  NGVD 29 (??/??/92) 1719.607  (m)         5641.74   (f) ADJ UNCH    2 0
 FR0049
 FR0049.Superseded values are not recommended for survey control.
 FR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0049.See file dsdata.txt to determine how the superseded data were derived.
 FR0049
 FR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE654547(NAD 83)
 FR0049_MARKER: DB = BENCH MARK DISK
 FR0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0049_SP_SET: FOUNDATION
 FR0049_STAMPING: V 387 1968
 FR0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0049
 FR0049  HISTORY     - Date     Condition        Report By
 FR0049  HISTORY     - 1968     MONUMENTED       CGS
 FR0049
 FR0049                          STATION DESCRIPTION
 FR0049
 FR0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0049'13.7 MI W FROM WILLAHA.
 FR0049'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0049'THE SIDING SIGN AT WILLAHA, THENCE 12.9 MILES WEST ALONG A STEEL TOWER
 FR0049'POWER LINE, 3 TOWERS WEST OF BENCH MARK U 387, IN THE TOP OF THE
 FR0049'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 801, 44 FEET
 FR0049'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0049'AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0350 ***********************************************************************
 FR0350  DESIGNATION -  V 388
 FR0350  PID         -  FR0350
 FR0350  STATE/COUNTY-  AZ/COCONINO
 FR0350  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0350
 FR0350                         *CURRENT SURVEY CONTROL
 FR0350  ___________________________________________________________________
 FR0350* NAD 83(1986)-  35 45 31.     (N)    112 42 47.     (W)     SCALED    
 FR0350* NAVD 88     -      1708.079  (meters)    5603.92   (feet)  POSTED    
 FR0350  ___________________________________________________________________
 FR0350  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FR0350  DYNAMIC HT  -        1705.870 (meters)    5596.68  (feet)  COMP
 FR0350  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 FR0350
 FR0350  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0350
 FR0350.The horizontal coordinates were scaled from a topographic map and have
 FR0350.an estimated accuracy of +/- 6 seconds.
 FR0350
 FR0350.The orthometric height was determined by differential leveling
 FR0350.and adjusted by the  in 1992.
 FR0350.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0350.was located on a no-check spur therefore a value was not computed.
 FR0350.No vertical observational check was made to the station.
 FR0350
 FR0350.The geoid height was determined by GEOID03.
 FR0350
 FR0350.The dynamic height is computed by dividing the NAVD 88
 FR0350.geopotential number by the normal gravity value computed on the
 FR0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0350.degrees latitude (g = 980.6199 gals.).
 FR0350
 FR0350.The modeled gravity was interpolated from observed gravity values.
 FR0350
 FR0350;                    North         East    Units  Estimated Accuracy
 FR0350;SPC AZ C     -   528,020.      141,340.      MT  (+/- 180 meters Scaled)
 FR0350
 FR0350                          SUPERSEDED SURVEY CONTROL
 FR0350
 FR0350  NGVD 29 (??/??/92) 1707.203  (m)         5601.05   (f) ADJ UNCH    2 0
 FR0350
 FR0350.Superseded values are not recommended for survey control.
 FR0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0350.See file dsdata.txt to determine how the superseded data were derived.
 FR0350
 FR0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE451585(NAD 83)
 FR0350_MARKER: DB = BENCH MARK DISK
 FR0350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0350_SP_SET: 7 FT.
 FR0350_STAMPING: V 388 1968
 FR0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0350
 FR0350  HISTORY     - Date     Condition        Report By
 FR0350  HISTORY     - 1958     MONUMENTED       CGS
 FR0350
 FR0350                          STATION DESCRIPTION
 FR0350
 FR0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0350'29.25 MI W FROM WILLAHA.
 FR0350'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0350'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0350'TOWER POWER LINE, THENCE 4.8 MILES NORTH ALONG A TRACK ROAD, 0.65 MILE
 FR0350'SOUTHEAST OF A BLACK WATER TANK AND A STOCK CORRAL, 0.35 MILE
 FR0350'NORTHWEST OF A FENCE CORNER AND A METAL GATE, ALONG A
 FR0350'NORTHWEST-SOUTHEAST FENCE LINE, 174 FEET SOUTHWEST OF THE CENTER LINE
 FR0350'OF THE ROAD, 4.5 FEET NORTHEAST OF A FENCE, 2.0 FEET SOUTHEAST OF A
 FR0350'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 FR0350'5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 7 FEET.  THE UPPER
 FR0350'PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.5
 FR0350'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0369 ***********************************************************************
 FR0369  DESIGNATION -  V 389
 FR0369  PID         -  FR0369
 FR0369  STATE/COUNTY-  AZ/COCONINO
 FR0369  USGS QUAD   -  SUPAI CAMP (1981)
 FR0369
 FR0369                         *CURRENT SURVEY CONTROL
 FR0369  ___________________________________________________________________
 FR0369* NAD 83(1986)-  35 56 24.     (N)    112 46 51.     (W)     SCALED    
 FR0369* NAVD 88     -      1795.690  (meters)    5891.36   (feet)  POSTED    
 FR0369  ___________________________________________________________________
 FR0369  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0369  DYNAMIC HT  -        1793.390 (meters)    5883.81  (feet)  COMP
 FR0369  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 FR0369
 FR0369  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0369
 FR0369.The horizontal coordinates were scaled from a topographic map and have
 FR0369.an estimated accuracy of +/- 6 seconds.
 FR0369
 FR0369.The orthometric height was determined by differential leveling
 FR0369.and adjusted by the  in 1992.
 FR0369.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0369.was located on a no-check spur therefore a value was not computed.
 FR0369.No vertical observational check was made to the station.
 FR0369
 FR0369.The geoid height was determined by GEOID03.
 FR0369
 FR0369.The dynamic height is computed by dividing the NAVD 88
 FR0369.geopotential number by the normal gravity value computed on the
 FR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0369.degrees latitude (g = 980.6199 gals.).
 FR0369
 FR0369.The modeled gravity was interpolated from observed gravity values.
 FR0369
 FR0369;                    North         East    Units  Estimated Accuracy
 FR0369;SPC AZ C     -   548,200.      135,390.      MT  (+/- 180 meters Scaled)
 FR0369
 FR0369                          SUPERSEDED SURVEY CONTROL
 FR0369
 FR0369  NGVD 29 (??/??/92) 1794.806  (m)         5888.46   (f) ADJ UNCH    2 0
 FR0369
 FR0369.Superseded values are not recommended for survey control.
 FR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0369.See file dsdata.txt to determine how the superseded data were derived.
 FR0369
 FR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE393787(NAD 83)
 FR0369_MARKER: DB = BENCH MARK DISK
 FR0369_SETTING: 66 = SET IN ROCK OUTCROP
 FR0369_SP_SET: OUTCROP
 FR0369_STAMPING: V 389 1968
 FR0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0369+STABILITY: POSITION/ELEVATION WELL
 FR0369
 FR0369  HISTORY     - Date     Condition        Report By
 FR0369  HISTORY     - 1968     MONUMENTED       CGS
 FR0369
 FR0369                          STATION DESCRIPTION
 FR0369
 FR0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0369'58.4 MI NE FROM PEACH SPRINGS.
 FR0369'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0369'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0369'ROAD, THENCE 5.45 MILES SOUTH ALONG A TRACK ROAD, IN THE TOP OF AN
 FR0369'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 202 FEET EAST
 FR0369'OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A WITNESS POST, AND
 FR0369'ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0370 ***********************************************************************
 DT0370  DESIGNATION -  V 39
 DT0370  PID         -  DT0370
 DT0370  STATE/COUNTY-  AZ/GREENLEE
 DT0370  USGS QUAD   -  RATTLESNAKE SPRING (1989)
 DT0370
 DT0370                         *CURRENT SURVEY CONTROL
 DT0370  ___________________________________________________________________
 DT0370* NAD 83(1986)-  33 00 16.     (N)    109 09 41.     (W)     SCALED    
 DT0370* NAVD 88     -      1378.301  (meters)    4521.98   (feet)  ADJUSTED  
 DT0370  ___________________________________________________________________
 DT0370  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DT0370  DYNAMIC HT  -        1376.282 (meters)    4515.35  (feet)  COMP
 DT0370  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 DT0370
 DT0370  VERT ORDER  -  SECOND    CLASS 0
 DT0370
 DT0370.The horizontal coordinates were scaled from a topographic map and have
 DT0370.an estimated accuracy of +/- 6 seconds.
 DT0370
 DT0370.The orthometric height was determined by differential leveling
 DT0370.and adjusted in June 1991.
 DT0370
 DT0370.The geoid height was determined by GEOID03.
 DT0370
 DT0370.The dynamic height is computed by dividing the NAVD 88
 DT0370.geopotential number by the normal gravity value computed on the
 DT0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0370.degrees latitude (g = 980.6199 gals.).
 DT0370
 DT0370.The modeled gravity was interpolated from observed gravity values.
 DT0370
 DT0370;                    North         East    Units  Estimated Accuracy
 DT0370;SPC AZ E     -   222,690.      307,290.      MT  (+/- 180 meters Scaled)
 DT0370
 DT0370                          SUPERSEDED SURVEY CONTROL
 DT0370
 DT0370  NGVD 29 (??/??/92) 1377.536  (m)         4519.47   (f) ADJ UNCH    2 0
 DT0370
 DT0370.Superseded values are not recommended for survey control.
 DT0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0370.See file dsdata.txt to determine how the superseded data were derived.
 DT0370
 DT0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB717532(NAD 83)
 DT0370_MARKER: DB = BENCH MARK DISK
 DT0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0370_STAMPING: V 39 1934
 DT0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0370+STABILITY: SURFACE MOTION
 DT0370
 DT0370  HISTORY     - Date     Condition        Report By
 DT0370  HISTORY     - 1934     MONUMENTED       CGS
 DT0370  HISTORY     - 1958     GOOD             USGS
 DT0370  HISTORY     - 19861224 MARK NOT FOUND   USGS
 DT0370
 DT0370                          STATION DESCRIPTION
 DT0370
 DT0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0370'14.1 MI SE FROM CLIFTON.
 DT0370'ON STATE HWY. NO. 78, 4.0 MILES NORTH EAST OF JUNCTION WITH HWY. NO.
 DT0370'75, ON BARE ROCKY RIDGE AT FOOT OF SMALL GRADE, 34 FT. SOUTH OF CENTER
 DT0370'LINE OF HWY.
 DT0370
 DT0370                          STATION RECOVERY (1958)
 DT0370
 DT0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0370'RECOVERED IN GOOD CONDITION.
 DT0370
 DT0370                          STATION RECOVERY (1986)
 DT0370
 DT0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 DT0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0553 ***********************************************************************
 FR0553  DESIGNATION -  V 391
 FR0553  PID         -  FR0553
 FR0553  STATE/COUNTY-  AZ/MOHAVE
 FR0553  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0553
 FR0553                         *CURRENT SURVEY CONTROL
 FR0553  ___________________________________________________________________
 FR0553* NAD 83(1986)-  35 11 03.     (N)    113 49 00.     (W)     SCALED    
 FR0553* NAVD 88     -      1294.182  (meters)    4246.00   (feet)  POSTED    
 FR0553  ___________________________________________________________________
 FR0553  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FR0553  DYNAMIC HT  -        1292.580 (meters)    4240.74  (feet)  COMP
 FR0553  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 FR0553
 FR0553  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0553
 FR0553.The horizontal coordinates were scaled from a topographic map and have
 FR0553.an estimated accuracy of +/- 6 seconds.
 FR0553
 FR0553.The orthometric height was determined by differential leveling
 FR0553.and adjusted by the  in 1992.
 FR0553.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0553.rate of 0.0 thru 1.0 mm/km.
 FR0553
 FR0553.The geoid height was determined by GEOID03.
 FR0553
 FR0553.The dynamic height is computed by dividing the NAVD 88
 FR0553.geopotential number by the normal gravity value computed on the
 FR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0553.degrees latitude (g = 980.6199 gals.).
 FR0553
 FR0553.The modeled gravity was interpolated from observed gravity values.
 FR0553
 FR0553;                    North         East    Units  Estimated Accuracy
 FR0553;SPC AZ W     -   464,020.      207,290.      MT  (+/- 180 meters Scaled)
 FR0553
 FR0553                          SUPERSEDED SURVEY CONTROL
 FR0553
 FR0553  NGVD 29 (??/??/92) 1293.340  (m)         4243.23   (f) ADJ UNCH    2 0
 FR0553
 FR0553.Superseded values are not recommended for survey control.
 FR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0553.See file dsdata.txt to determine how the superseded data were derived.
 FR0553
 FR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD435971(NAD 83)
 FR0553_MARKER: DB = BENCH MARK DISK
 FR0553_SETTING: 66 = SET IN ROCK OUTCROP
 FR0553_SP_SET: ROCK OUTCROP
 FR0553_STAMPING: V 391 1962
 FR0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0553+STABILITY: POSITION/ELEVATION WELL
 FR0553
 FR0553  HISTORY     - Date     Condition        Report By
 FR0553  HISTORY     - 1962     MONUMENTED       CGS
 FR0553
 FR0553                          STATION DESCRIPTION
 FR0553
 FR0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0553'13.65 MI NE FROM KINGMAN.
 FR0553'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0553'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A SIGN GETZ RANCH
 FR0553'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0553'ROAD TO A PIPE LINE, THENCE 3.75 MILES EAST ALONG THE PIPE LINE TO A
 FR0553'NORTH-SOUTH FENCE LINE, THENCE ABOUT 0.10 MILE NORTH ALONG THE FENCE
 FR0553'LINE TO ANOTHER PIPE LINE AND A METAL GATE, 80 FEET NORTH OF THE
 FR0553'CENTER OF THE PIPE LINE ROAD, 70 FEET NORTH OF THE NORTH END OF THE
 FR0553'METAL GATE, 100 FEET WEST OF TELEPHONE POLE NO. 17872, 4 FEET EAST OF
 FR0553'THE FENCE, 5.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 FR0553'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A 3 BY 3 FOOT ROCK
 FR0553'OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0425 ***********************************************************************
 FR0425  DESIGNATION -  V 392
 FR0425  PID         -  FR0425
 FR0425  STATE/COUNTY-  AZ/MOHAVE
 FR0425  USGS QUAD   -  BULL SPRING (1980)
 FR0425
 FR0425                         *CURRENT SURVEY CONTROL
 FR0425  ___________________________________________________________________
 FR0425* NAD 83(1986)-  35 11 32.     (N)    113 24 33.     (W)     SCALED    
 FR0425* NAVD 88     -      1571.775  (meters)    5156.73   (feet)  POSTED    
 FR0425  ___________________________________________________________________
 FR0425  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FR0425  DYNAMIC HT  -        1569.730 (meters)    5150.02  (feet)  COMP
 FR0425  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 FR0425
 FR0425  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0425
 FR0425.The horizontal coordinates were scaled from a topographic map and have
 FR0425.an estimated accuracy of +/- 6 seconds.
 FR0425
 FR0425.The orthometric height was determined by differential leveling
 FR0425.and adjusted by the  in 1992.
 FR0425.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0425.rate of 0.0 thru 1.0 mm/km.
 FR0425
 FR0425.The geoid height was determined by GEOID03.
 FR0425
 FR0425.The dynamic height is computed by dividing the NAVD 88
 FR0425.geopotential number by the normal gravity value computed on the
 FR0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0425.degrees latitude (g = 980.6199 gals.).
 FR0425
 FR0425.The modeled gravity was interpolated from observed gravity values.
 FR0425
 FR0425;                    North         East    Units  Estimated Accuracy
 FR0425;SPC AZ W     -   464,970.      244,400.      MT  (+/- 180 meters Scaled)
 FR0425
 FR0425                          SUPERSEDED SURVEY CONTROL
 FR0425
 FR0425  NGVD 29 (??/??/92) 1570.896  (m)         5153.85   (f) ADJ UNCH    2 0
 FR0425
 FR0425.Superseded values are not recommended for survey control.
 FR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0425.See file dsdata.txt to determine how the superseded data were derived.
 FR0425
 FR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD806970(NAD 83)
 FR0425_MARKER: DB = BENCH MARK DISK
 FR0425_SETTING: 66 = SET IN ROCK OUTCROP
 FR0425_SP_SET: ROCK OUTCROP
 FR0425_STAMPING: V 392 1962
 FR0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0425+STABILITY: POSITION/ELEVATION WELL
 FR0425
 FR0425  HISTORY     - Date     Condition        Report By
 FR0425  HISTORY     - 1962     MONUMENTED       CGS
 FR0425
 FR0425                          STATION DESCRIPTION
 FR0425
 FR0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0425'46.1 MI NE FROM KINGMAN.
 FR0425'24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH U.S
 FR0425'HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A ROAD
 FR0425'NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY ROAD TO
 FR0425'THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE ABOUT 13.10
 FR0425'MILES EAST ALONG THE DIRT ROAD TO THE CROSSING OF A LARGE WASH AND A
 FR0425'RANCH HOUSE ABOUT 0.5 MILE TO THE LEFT, CONTINUE EAST ALONG THE DIRT
 FR0425'ROAD 0.8 MILE TO THE JUNCTION OF A TRACK ROAD SOUTHWEST, THENCE 0.55
 FR0425'MILE SOUTHWEST ALONG THE TRACK ROAD TO A FORK IN THE ROAD, TAKE THE
 FR0425'LEFT FORK OF THE ROAD AND GO 0.15 MILE TO A PIPE LINE, THENCE ABOUT
 FR0425'2.0 MILES EAST TO THE TOP OF A STEEP HILL, 54 FEET NORTH OF THE CENTER
 FR0425'OF THE PIPE LINE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 FR0425'SET IN TOP OF A 3 BY 4 FOOT ROCK OUTCROP PROJECTING 1 FOOT. NOTE--
 FR0425'THIS MARK MAY BE REACHED FROM THE CROSSING OF LARGE WASH AND RANCH
 FR0425'HOUSE ABOUT 0.5 MILE TO THE LEFT, MENTIONED IN ABOVE DESCRIPTION, BY
 FR0425'CONTINUING EAST ALONG DIRT ROAD FOR 4.8 MILE TO MILLERS RANCH HOUSE,
 FR0425'THENCE 0.15 MILE SOUTH ALONG DIRT ROAD, THENCE 0.05 MILE SOUTH ALONG A
 FR0425'TRACK ROAD TO PIPE LINE, THENCE 0.9 MILE WEST ALONG THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0205 ***********************************************************************
 FR0205  DESIGNATION -  V 393
 FR0205  PID         -  FR0205
 FR0205  STATE/COUNTY-  AZ/YAVAPAI
 FR0205  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0205
 FR0205                         *CURRENT SURVEY CONTROL
 FR0205  ___________________________________________________________________
 FR0205* NAD 83(1986)-  35 19 16.     (N)    112 57 19.     (W)     SCALED    
 FR0205* NAVD 88     -      1597.353  (meters)    5240.65   (feet)  ADJUSTED  
 FR0205  ___________________________________________________________________
 FR0205  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FR0205  DYNAMIC HT  -        1595.272 (meters)    5233.82  (feet)  COMP
 FR0205  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 FR0205
 FR0205  VERT ORDER  -  FIRST     CLASS II
 FR0205
 FR0205.The horizontal coordinates were scaled from a topographic map and have
 FR0205.an estimated accuracy of +/- 6 seconds.
 FR0205
 FR0205.The orthometric height was determined by differential leveling
 FR0205.and adjusted in June 1991.
 FR0205
 FR0205.The geoid height was determined by GEOID03.
 FR0205
 FR0205.The dynamic height is computed by dividing the NAVD 88
 FR0205.geopotential number by the normal gravity value computed on the
 FR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0205.degrees latitude (g = 980.6199 gals.).
 FR0205
 FR0205.The modeled gravity was interpolated from observed gravity values.
 FR0205
 FR0205;                    North         East    Units  Estimated Accuracy
 FR0205;SPC AZ C     -   479,690.      118,930.      MT  (+/- 180 meters Scaled)
 FR0205
 FR0205                          SUPERSEDED SURVEY CONTROL
 FR0205
 FR0205  NGVD 29 (??/??/92) 1596.492  (m)         5237.82   (f) ADJ UNCH    1 2
 FR0205
 FR0205.Superseded values are not recommended for survey control.
 FR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0205.See file dsdata.txt to determine how the superseded data were derived.
 FR0205
 FR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE222104(NAD 83)
 FR0205_MARKER: DB = BENCH MARK DISK
 FR0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0205_STAMPING: V 393 1962
 FR0205_MARK LOGO: CGS   
 FR0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0205+STABILITY: SURFACE MOTION
 FR0205
 FR0205  HISTORY     - Date     Condition        Report By
 FR0205  HISTORY     - 1962     MONUMENTED       CGS
 FR0205  HISTORY     - 1982     GOOD             NGS
 FR0205
 FR0205                          STATION DESCRIPTION
 FR0205
 FR0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0205'4.95 MI W FROM SELIGMAN.
 FR0205'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0205'ITS STATION AT SELIGMAN, THENCE 1.95 MILES WEST ALONG A GRAVEL ROAD,
 FR0205'45.5 FEET NORTH OF THE CENTER OF THE ROAD, 4.0 FEET EAST OF A METAL
 FR0205'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE
 FR0205'POST PROJECTING 3 INCHES.
 FR0205
 FR0205                          STATION RECOVERY (1982)
 FR0205
 FR0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0786 ***********************************************************************
 DW0786  DESIGNATION -  V 394
 DW0786  PID         -  DW0786
 DW0786  STATE/COUNTY-  AZ/LA PAZ
 DW0786  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0786
 DW0786                         *CURRENT SURVEY CONTROL
 DW0786  ___________________________________________________________________
 DW0786* NAD 83(1986)-  33 38 49.     (N)    114 21 05.     (W)     SCALED    
 DW0786* NAVD 88     -       345.055  (meters)    1132.07   (feet)  ADJUSTED  
 DW0786  ___________________________________________________________________
 DW0786  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DW0786  DYNAMIC HT  -         344.668 (meters)    1130.80  (feet)  COMP
 DW0786  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 DW0786
 DW0786  VERT ORDER  -  FIRST     CLASS II
 DW0786
 DW0786.The horizontal coordinates were scaled from a topographic map and have
 DW0786.an estimated accuracy of +/- 6 seconds.
 DW0786
 DW0786.The orthometric height was determined by differential leveling
 DW0786.and adjusted in June 1991.
 DW0786
 DW0786.The geoid height was determined by GEOID03.
 DW0786
 DW0786.The dynamic height is computed by dividing the NAVD 88
 DW0786.geopotential number by the normal gravity value computed on the
 DW0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0786.degrees latitude (g = 980.6199 gals.).
 DW0786
 DW0786.The modeled gravity was interpolated from observed gravity values.
 DW0786
 DW0786;                    North         East    Units  Estimated Accuracy
 DW0786;SPC AZ W     -   293,670.      157,580.      MT  (+/- 180 meters Scaled)
 DW0786
 DW0786                          SUPERSEDED SURVEY CONTROL
 DW0786
 DW0786  NGVD 29 (??/??/??)  344.346  (m)         1129.74   (f) ADJUSTED    1 2
 DW0786
 DW0786.Superseded values are not recommended for survey control.
 DW0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0786.See file dsdata.txt to determine how the superseded data were derived.
 DW0786
 DW0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT456261(NAD 83)
 DW0786_MARKER: DB = BENCH MARK DISK
 DW0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0786_STAMPING: V 394 1962
 DW0786_MARK LOGO: CGS   
 DW0786_PROJECTION: PROJECTING 6 CENTIMETERS
 DW0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0786+STABILITY: SURFACE MOTION
 DW0786
 DW0786  HISTORY     - Date     Condition        Report By
 DW0786  HISTORY     - 1962     MONUMENTED       CGS
 DW0786  HISTORY     - 1965     GOOD             AMS
 DW0786  HISTORY     - 1981     GOOD             NGS
 DW0786
 DW0786                          STATION DESCRIPTION
 DW0786
 DW0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0786'7.2 MI W FROM QUARTZSITE.
 DW0786'ABOUT 7.2 MILES WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DW0786'POST OFFICE AT QUARTZSITE, AT A ROADSIDE PARK SOUTH OF THE
 DW0786'HIGHWAY, 308 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 214 FEET
 DW0786'SOUTH OF THE PARK PAVILION, 4 FEET WEST OF THE EDGE OF A CUT
 DW0786'BANK, 4.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 DW0786'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 DW0786'POST PROJECTING 2 INCHES.
 DW0786
 DW0786                          STATION RECOVERY (1965)
 DW0786
 DW0786'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0786'RECOVERED IN GOOD CONDITION.
 DW0786
 DW0786                          STATION RECOVERY (1981)
 DW0786
 DW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0786'18.1 KM (11.25 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE EAST END
 DW0786'OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER IN EHRENBERG, 0.2 KM
 DW0786'(0.1 MI) SOUTHEAST OF HIGHWAY MILEPOST 11, 1.4 KM (0.9 MI) WEST OF THE
 DW0786'DOME ROCK INTERCHANGE, SET ON A SMALL MOUND ON THE EAST EDGE OF A
 DW0786'LARGE LEVELED AREA, 95.4 METERS (313 FT) SOUTH OF THE CENTERLINE OF
 DW0786'THE EAST-BOUND LANES, 33.2 METERS (109 FT) SOUTH OF THE WEST ANGLE
 DW0786'IRON POST FOR A CHAIN LINK GATE IN THE RIGHT-OF-WAY FENCE.
 DW0786'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 DW0786'THE MARK IS ABOVE LEVEL WITH THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1095 ***********************************************************************
 DV1095  DESIGNATION -  V 395 5
 DV1095  PID         -  DV1095
 DV1095  STATE/COUNTY-  AZ/LA PAZ
 DV1095  USGS QUAD   -  BEAR HILLS (1990)
 DV1095
 DV1095                         *CURRENT SURVEY CONTROL
 DV1095  ___________________________________________________________________
 DV1095* NAD 83(1986)-  33 39 09.     (N)    113 56 14.     (W)     SCALED    
 DV1095* NAVD 88     -       449.19   (+/-2cm)    1473.7    (feet)  VERTCON   
 DV1095  ___________________________________________________________________
 DV1095  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1095
 DV1095.The horizontal coordinates were scaled from a topographic map and have
 DV1095.an estimated accuracy of +/- 6 seconds.
 DV1095
 DV1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1095.The vertical order pertains to the NGVD 29 superseded value.
 DV1095
 DV1095.The geoid height was determined by GEOID03.
 DV1095
 DV1095;                    North         East    Units  Estimated Accuracy
 DV1095;SPC AZ W     -   294,140.      196,000.      MT  (+/- 180 meters Scaled)
 DV1095
 DV1095                          SUPERSEDED SURVEY CONTROL
 DV1095
 DV1095  NGVD 29 (??/??/92)  448.501  (m)         1471.46   (f) ADJ UNCH    2 0
 DV1095
 DV1095.Superseded values are not recommended for survey control.
 DV1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1095.See file dsdata.txt to determine how the superseded data were derived.
 DV1095
 DV1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC276274(NAD 83)
 DV1095_MARKER: DB = BENCH MARK DISK
 DV1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1095_STAMPING: V 395 5 1962
 DV1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1095+STABILITY: SURFACE MOTION
 DV1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1095+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 DV1095
 DV1095  HISTORY     - Date     Condition        Report By
 DV1095  HISTORY     - 1962     MONUMENTED       CGS
 DV1095  HISTORY     - 20070216 GOOD             USPSQD
 DV1095
 DV1095                          STATION DESCRIPTION
 DV1095
 DV1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1095'3.85 MI S FROM BRENDA.
 DV1095'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1095'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.5 MILES
 DV1095'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1095'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.8 FEET NORTHWEST OF A METAL
 DV1095'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV1095
 DV1095                          STATION RECOVERY (2007)
 DV1095
 DV1095'RECOVERY NOTE BY US POWER SQUADRON 2007 (PF)
 DV1095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1135 ***********************************************************************
 DV1135  DESIGNATION -  V 396 25
 DV1135  PID         -  DV1135
 DV1135  STATE/COUNTY-  AZ/LA PAZ
 DV1135  USGS QUAD   -  HOPE SE (1990)
 DV1135
 DV1135                         *CURRENT SURVEY CONTROL
 DV1135  ___________________________________________________________________
 DV1135* NAD 83(1986)-  33 36 17.     (N)    113 35 36.     (W)     SCALED    
 DV1135* NAVD 88     -       424.11   (+/-2cm)    1391.4    (feet)  VERTCON   
 DV1135  ___________________________________________________________________
 DV1135  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1135
 DV1135.The horizontal coordinates were scaled from a topographic map and have
 DV1135.an estimated accuracy of +/- 6 seconds.
 DV1135
 DV1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1135.The vertical order pertains to the NGVD 29 superseded value.
 DV1135
 DV1135.The geoid height was determined by GEOID03.
 DV1135
 DV1135;                    North         East    Units  Estimated Accuracy
 DV1135;SPC AZ W     -   288,840.      227,900.      MT  (+/- 180 meters Scaled)
 DV1135
 DV1135                          SUPERSEDED SURVEY CONTROL
 DV1135
 DV1135  NGVD 29 (??/??/92)  423.422  (m)         1389.18   (f) ADJ UNCH    2 0
 DV1135
 DV1135.Superseded values are not recommended for survey control.
 DV1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1135.See file dsdata.txt to determine how the superseded data were derived.
 DV1135
 DV1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC593213(NAD 83)
 DV1135_MARKER: DB = BENCH MARK DISK
 DV1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1135_STAMPING: V 396 25 1962
 DV1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1135+STABILITY: SURFACE MOTION
 DV1135
 DV1135  HISTORY     - Date     Condition        Report By
 DV1135  HISTORY     - 1962     MONUMENTED       CGS
 DV1135  HISTORY     - 19870204 GOOD             USGS
 DV1135
 DV1135                          STATION DESCRIPTION
 DV1135
 DV1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1135'15.8 MI SE FROM SALOME.
 DV1135'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1135'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1135'THENCE 1.5 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE
 DV1135'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.0 FEET
 DV1135'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1135'PROJECTING 3 INCHES.
 DV1135
 DV1135                          STATION RECOVERY (1987)
 DV1135
 DV1135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0643 ***********************************************************************
 CZ0643  DESIGNATION -  V 399
 CZ0643  PID         -  CZ0643
 CZ0643  STATE/COUNTY-  AZ/PIMA
 CZ0643  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0643
 CZ0643                         *CURRENT SURVEY CONTROL
 CZ0643  ___________________________________________________________________
 CZ0643* NAD 83(1986)-  32 22 44.     (N)    111 20 14.     (W)     SCALED    
 CZ0643* NAVD 88     -       610.53   (+/-2cm)    2003.0    (feet)  VERTCON   
 CZ0643  ___________________________________________________________________
 CZ0643  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0643
 CZ0643.The horizontal coordinates were scaled from a topographic map and have
 CZ0643.an estimated accuracy of +/- 6 seconds.
 CZ0643
 CZ0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0643.The vertical order pertains to the NGVD 29 superseded value.
 CZ0643
 CZ0643.The geoid height was determined by GEOID03.
 CZ0643
 CZ0643;                    North         East    Units  Estimated Accuracy
 CZ0643;SPC AZ C     -   153,030.      267,880.      MT  (+/- 180 meters Scaled)
 CZ0643
 CZ0643                          SUPERSEDED SURVEY CONTROL
 CZ0643
 CZ0643  NGVD 29 (??/??/92)  609.970  (m)         2001.21   (f) ADJ UNCH    2 0
 CZ0643
 CZ0643.Superseded values are not recommended for survey control.
 CZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0643.See file dsdata.txt to determine how the superseded data were derived.
 CZ0643
 CZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA682824(NAD 83)
 CZ0643_MARKER: DB = BENCH MARK DISK
 CZ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0643_STAMPING: V 399 1962
 CZ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0643+STABILITY: SURFACE MOTION
 CZ0643
 CZ0643  HISTORY     - Date     Condition        Report By
 CZ0643  HISTORY     - 1962     MONUMENTED       CGS
 CZ0643
 CZ0643                          STATION DESCRIPTION
 CZ0643
 CZ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ0643'16.9 MI W FROM CORTARO.
 CZ0643'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0643'CORTARO, THENCE 13.2 MILES WEST ALONG THE AVRA VALLEY ROAD, 42.5 FEET
 CZ0643'NORTH OF THE CENTER OF AN OILED ROAD, 2 FEET WEST OF A HIGHWAY
 CZ0643'RIGHT-OF-WAY MARK, 1.8 FEET EAST OF A METAL WITNESS POST, A BRONZE
 CZ0643'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 5
 CZ0643'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0258 ***********************************************************************
 FP0258  DESIGNATION -  V 4
 FP0258  PID         -  FP0258
 FP0258  STATE/COUNTY-  AZ/APACHE
 FP0258  USGS QUAD   -  NAVAJO SOUTH (1972)
 FP0258
 FP0258                         *CURRENT SURVEY CONTROL
 FP0258  ___________________________________________________________________
 FP0258* NAD 83(1986)-  35 06 16.     (N)    109 34 57.     (W)     SCALED    
 FP0258* NAVD 88     -      1703.023  (meters)    5587.33   (feet)  ADJUSTED  
 FP0258  ___________________________________________________________________
 FP0258  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FP0258  DYNAMIC HT  -        1700.643 (meters)    5579.53  (feet)  COMP
 FP0258  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 FP0258
 FP0258  VERT ORDER  -  FIRST     CLASS II
 FP0258
 FP0258.The horizontal coordinates were scaled from a topographic map and have
 FP0258.an estimated accuracy of +/- 6 seconds.
 FP0258
 FP0258.The orthometric height was determined by differential leveling
 FP0258.and adjusted in June 1991.
 FP0258
 FP0258.The geoid height was determined by GEOID03.
 FP0258
 FP0258.The dynamic height is computed by dividing the NAVD 88
 FP0258.geopotential number by the normal gravity value computed on the
 FP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0258.degrees latitude (g = 980.6199 gals.).
 FP0258
 FP0258.The modeled gravity was interpolated from observed gravity values.
 FP0258
 FP0258;                    North         East    Units  Estimated Accuracy
 FP0258;SPC AZ E     -   455,320.      266,620.      MT  (+/- 180 meters Scaled)
 FP0258
 FP0258                          SUPERSEDED SURVEY CONTROL
 FP0258
 FP0258  NGVD 29 (??/??/92) 1702.104  (m)         5584.32   (f) ADJ UNCH    1 2
 FP0258
 FP0258.Superseded values are not recommended for survey control.
 FP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0258.See file dsdata.txt to determine how the superseded data were derived.
 FP0258
 FP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD291855(NAD 83)
 FP0258_MARKER: B = BOLT
 FP0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0258_SP_SET: CULVERT
 FP0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0258
 FP0258  HISTORY     - Date     Condition        Report By
 FP0258  HISTORY     - UNK      MONUMENTED       CGS
 FP0258  HISTORY     - 1934     GOOD             NGS
 FP0258  HISTORY     - 1959     GOOD             NGS
 FP0258  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0258
 FP0258                          STATION DESCRIPTION
 FP0258
 FP0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0258'3.3 MI SW FROM NAVAJO.
 FP0258'3.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FP0258'FROM THE STATION AT NAVAJO, APACHE COUNTY, OPPOSITE MILEPOST 216, AT
 FP0258'AN ABANDONED ARCH CULVERT, AT THE SOUTHWEST CORNER OF THE SOUTH DECK,
 FP0258'4 INCHES FROM THE END, AND 6 INCHES FROM THE FACE.  A COPPER BOLT,
 FP0258'SURROUNDED BY THE LETTERS USBM.
 FP0258
 FP0258                          STATION RECOVERY (1959)
 FP0258
 FP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FP0258'RECOVERED IN GOOD CONDITION.
 FP0258
 FP0258                          STATION RECOVERY (1983)
 FP0258
 FP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0840 ***********************************************************************
 CY0840  DESIGNATION -  V 40
 CY0840  PID         -  CY0840
 CY0840  STATE/COUNTY-  AZ/GRAHAM
 CY0840  USGS QUAD   -  SAN JOSE (1985)
 CY0840
 CY0840                         *CURRENT SURVEY CONTROL
 CY0840  ___________________________________________________________________
 CY0840* NAD 83(1986)-  32 49 27.     (N)    109 30 34.     (W)     SCALED    
 CY0840* NAVD 88     -      1016.915  (meters)    3336.33   (feet)  ADJUSTED  
 CY0840  ___________________________________________________________________
 CY0840  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CY0840  DYNAMIC HT  -        1015.490 (meters)    3331.65  (feet)  COMP
 CY0840  MODELED GRAV-     979,202.1   (mgal)                       NAVD 88
 CY0840
 CY0840  VERT ORDER  -  SECOND    CLASS 0
 CY0840
 CY0840.The horizontal coordinates were scaled from a topographic map and have
 CY0840.an estimated accuracy of +/- 6 seconds.
 CY0840
 CY0840.The orthometric height was determined by differential leveling
 CY0840.and adjusted in June 1991.
 CY0840
 CY0840.The geoid height was determined by GEOID03.
 CY0840
 CY0840.The dynamic height is computed by dividing the NAVD 88
 CY0840.geopotential number by the normal gravity value computed on the
 CY0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0840.degrees latitude (g = 980.6199 gals.).
 CY0840
 CY0840.The modeled gravity was interpolated from observed gravity values.
 CY0840
 CY0840;                    North         East    Units  Estimated Accuracy
 CY0840;SPC AZ E     -   202,440.      274,900.      MT  (+/- 180 meters Scaled)
 CY0840
 CY0840                          SUPERSEDED SURVEY CONTROL
 CY0840
 CY0840  NGVD 29 (??/??/92) 1016.29   (m)         3334.3    (f) COMPUTED    2 0
 CY0840
 CY0840.Superseded values are not recommended for survey control.
 CY0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0840.See file dsdata.txt to determine how the superseded data were derived.
 CY0840
 CY0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB395327(NAD 83)
 CY0840
 CY0840  HISTORY     - Date     Condition        Report By
 CY0840  HISTORY     - 1934     MONUMENTED       CGS
 CY0840  HISTORY     - 1999     GOOD             AZDT
 CY0840
 CY0840                          STATION DESCRIPTION
 CY0840
 CY0840'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1999 (DEB)
 CY0840'TO REACH THE STATION FROM THE JUNCTION OF US 70 AND US 191
 CY0840'(FORMERLY US 666) IN EAST SAFFORD PROCEED EAST ON US 70 FOR
 CY0840'7.0 MILES TO SAN JOSE ROAD ON YOUR LEFT.  TURN LEFT AND
 CY0840'CONTINUE NORTHEAST ON SAN JOSE ROAD FOR 2.62 MILES TO THE
 CY0840'END OF THE PAVEMENT AND COOK ROAD ON YOUR RIGHT (TO ARIZONA
 CY0840'STATE PRISON, SAFE ROAD).  CONTINUE EAST ON BLACK HILLS ROAD
 CY0840'(END OF SAN JOSE ROAD BEGINS BLACK HILLS ROAD)  FOR 2.00
 CY0840'MILES TO A CATTLE GUARD.  CONTINUE SOUTHEAST ON OLD ROAD
 CY0840'FOR 1.25 MILES AND THE STATION ON YOUR RIGHT.
 CY0840'
 CY0840'STATION IS A STANDARD USC&GS BENCH MARK DISK IN A 9 INCH
 CY0840'SQUARE CONCRETE POST PROJECTING 0.60 FEET.  IT IS STAMPED
 CY0840'V 40 1934.  STATION IS 3.3 FEET NORTH OF AN AZ DOT METAL
 CY0840'WITNESS POST AND SIGN.  STATION IS 3.3 FEET EAST OF A 2.00
 CY0840'FOOT DIAMETER BY 1.50 FOOT HIGH ROCK CAIRN.  STATION IS
 CY0840'69.0 FEET SSW OF THE CENTER OF THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0183 ***********************************************************************
 GP0183  DESIGNATION -  V 401
 GP0183  PID         -  GP0183
 GP0183  STATE/COUNTY-  AZ/COCONINO
 GP0183  USGS QUAD   -  CEDAR TREE HILLS (1985)
 GP0183
 GP0183                         *CURRENT SURVEY CONTROL
 GP0183  ___________________________________________________________________
 GP0183* NAD 83(1986)-  36 31 01.     (N)    111 35 33.     (W)     SCALED    
 GP0183* NAVD 88     -      1668.127  (meters)    5472.85   (feet)  ADJUSTED  
 GP0183  ___________________________________________________________________
 GP0183  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 GP0183  DYNAMIC HT  -        1666.060 (meters)    5466.07  (feet)  COMP
 GP0183  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 GP0183
 GP0183  VERT ORDER  -  FIRST     CLASS II
 GP0183
 GP0183.The horizontal coordinates were scaled from a topographic map and have
 GP0183.an estimated accuracy of +/- 6 seconds.
 GP0183
 GP0183.The orthometric height was determined by differential leveling
 GP0183.and adjusted in June 1991.
 GP0183
 GP0183.The geoid height was determined by GEOID03.
 GP0183
 GP0183.The dynamic height is computed by dividing the NAVD 88
 GP0183.geopotential number by the normal gravity value computed on the
 GP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0183.degrees latitude (g = 980.6199 gals.).
 GP0183
 GP0183.The modeled gravity was interpolated from observed gravity values.
 GP0183
 GP0183;                    North         East    Units  Estimated Accuracy
 GP0183;SPC AZ C     -   611,920.      242,390.      MT  (+/- 180 meters Scaled)
 GP0183
 GP0183                          SUPERSEDED SURVEY CONTROL
 GP0183
 GP0183  NGVD 29 (??/??/92) 1667.101  (m)         5469.48   (f) ADJ UNCH    1 2
 GP0183
 GP0183.Superseded values are not recommended for survey control.
 GP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0183.See file dsdata.txt to determine how the superseded data were derived.
 GP0183
 GP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF469414(NAD 83)
 GP0183_MARKER: DB = BENCH MARK DISK
 GP0183_SETTING: 66 = SET IN ROCK OUTCROP
 GP0183_SP_SET: ROCK LEDGE
 GP0183_STAMPING: V 401 1962
 GP0183_MARK LOGO: CGS   
 GP0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0183+STABILITY: POSITION/ELEVATION WELL
 GP0183
 GP0183  HISTORY     - Date     Condition        Report By
 GP0183  HISTORY     - 1962     MONUMENTED       CGS
 GP0183  HISTORY     - 1978     GOOD             USGS
 GP0183  HISTORY     - 1983     GOOD             NGS
 GP0183
 GP0183                          STATION DESCRIPTION
 GP0183
 GP0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0183'9.8 MI S FROM BITTER SPRINGS.
 GP0183'ABOUT 9.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
 GP0183'STATION AT BITTER SPRINGS, 182 FEET NORTHEAST OF THE CENTERLINE OF THE
 GP0183'HIGHWAY, 17 FEET SOUTHWEST OF A FENCE, 2.4 FEET NORTHEAST OF A METAL
 GP0183'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 GP0183'THE TOP OF A ROCK LEDGE PROJECTING 12-INCHES.
 GP0183
 GP0183                          STATION RECOVERY (1978)
 GP0183
 GP0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0183'CHANGE PRIMARY REFERENCE TO-- JCT OF US HWY 89 AND ALT. 89 AT BITTER
 GP0183'SPRINGS. 9.6 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
 GP0183'0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
 GP0183'IS ADEQUATE.
 GP0183
 GP0183                          STATION RECOVERY (1983)
 GP0183
 GP0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0183'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.95 KM
 GP0183'(9.35 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY 89
 GP0183'ALTERNATE IN BITTER SPRINGS, IN TOP OF A 5- BY 40-FOOT PORTION OF
 GP0183'LIMESTONE OUTCROP IN THE NORTH AND BOTTOM END OF A SHORT RIDGE, 0.5 KM
 GP0183'(0.3 MI) SOUTHEAST OF MILEPOST 515, 55.5 METERS (182 FT) NORTHEAST OF
 GP0183'THE HIGHWAY CENTERLINE, 25.0 METERS (82 FT) NORTHEAST OF THE RIGHT OF
 GP0183'WAY FENCE, 0.3 METER (1 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
 GP0183'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 GP0183'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1273 ***********************************************************************
 DU1273  DESIGNATION -  V 403
 DU1273  PID         -  DU1273
 DU1273  STATE/COUNTY-  AZ/GILA
 DU1273  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1273
 DU1273                         *CURRENT SURVEY CONTROL
 DU1273  ___________________________________________________________________
 DU1273* NAD 83(1986)-  33 33 12.     (N)    110 56 12.     (W)     SCALED    
 DU1273* NAVD 88     -      1148.892  (meters)    3769.32   (feet)  ADJUSTED  
 DU1273  ___________________________________________________________________
 DU1273  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DU1273  DYNAMIC HT  -        1147.332 (meters)    3764.21  (feet)  COMP
 DU1273  MODELED GRAV-     979,239.7   (mgal)                       NAVD 88
 DU1273
 DU1273  VERT ORDER  -  FIRST     CLASS II
 DU1273
 DU1273.The horizontal coordinates were scaled from a topographic map and have
 DU1273.an estimated accuracy of +/- 6 seconds.
 DU1273
 DU1273.The orthometric height was determined by differential leveling
 DU1273.and adjusted in June 1991.
 DU1273
 DU1273.The geoid height was determined by GEOID03.
 DU1273
 DU1273.The dynamic height is computed by dividing the NAVD 88
 DU1273.geopotential number by the normal gravity value computed on the
 DU1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1273.degrees latitude (g = 980.6199 gals.).
 DU1273
 DU1273.The modeled gravity was interpolated from observed gravity values.
 DU1273
 DU1273;                    North         East    Units  Estimated Accuracy
 DU1273;SPC AZ E     -   283,380.      141,860.      MT  (+/- 180 meters Scaled)
 DU1273
 DU1273                          SUPERSEDED SURVEY CONTROL
 DU1273
 DU1273.No superseded survey control is available for this station.
 DU1273
 DU1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC058126(NAD 83)
 DU1273_MARKER: DB = BENCH MARK DISK
 DU1273_SETTING: 66 = SET IN ROCK OUTCROP
 DU1273_SP_SET: ROCK OUTCROP
 DU1273_STAMPING: V 403 1979
 DU1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1273+STABILITY: POSITION/ELEVATION WELL
 DU1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1273+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1273
 DU1273  HISTORY     - Date     Condition        Report By
 DU1273  HISTORY     - 1979     MONUMENTED       NGS
 DU1273  HISTORY     - 20050529 GOOD             USPSQD
 DU1273
 DU1273                          STATION DESCRIPTION
 DU1273
 DU1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1273'18.0 MI NW FROM GLOBE.
 DU1273'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1273'COURTHOUSE IN GLOBE, THENCE 13.4 MILES NORTH ALONG STATE
 DU1273'HIGHWAY 88 (APACHE TRAIL), 192.2 FEET NORTH OF THE NORTHWEST
 DU1273'CORNER OF A CONCRETE RETAINING WALL OF A POWERLINE TOWER AND
 DU1273'29.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1273'THE MARK IS 2.2 FT  N FROM A WITNESS POST.
 DU1273'THE MARK IS 2 FT BELOW THE HIGHWAY.
 DU1273
 DU1273                          STATION RECOVERY (2005)
 DU1273
 DU1273'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1273'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0289 ***********************************************************************
 GP0289  DESIGNATION -  V 403
 GP0289  PID         -  GP0289
 GP0289  STATE/COUNTY-  AZ/COCONINO
 GP0289  USGS QUAD   -  LEES FERRY (1985)
 GP0289
 GP0289                         *CURRENT SURVEY CONTROL
 GP0289  ___________________________________________________________________
 GP0289* NAD 83(1986)-  36 47 28.     (N)    111 31 41.     (W)     SCALED    
 GP0289* NAVD 88     -      1551.734  (meters)    5090.98   (feet)  ADJUSTED  
 GP0289  ___________________________________________________________________
 GP0289  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0289  DYNAMIC HT  -        1549.904 (meters)    5084.98  (feet)  COMP
 GP0289  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 GP0289
 GP0289  VERT ORDER  -  FIRST     CLASS II
 GP0289
 GP0289.The horizontal coordinates were scaled from a topographic map and have
 GP0289.an estimated accuracy of +/- 6 seconds.
 GP0289
 GP0289.The orthometric height was determined by differential leveling
 GP0289.and adjusted in June 1991.
 GP0289
 GP0289.The geoid height was determined by GEOID03.
 GP0289
 GP0289.The dynamic height is computed by dividing the NAVD 88
 GP0289.geopotential number by the normal gravity value computed on the
 GP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0289.degrees latitude (g = 980.6199 gals.).
 GP0289
 GP0289.The modeled gravity was interpolated from observed gravity values.
 GP0289
 GP0289;                    North         East    Units  Estimated Accuracy
 GP0289;SPC AZ C     -   642,360.      248,040.      MT  (+/- 180 meters Scaled)
 GP0289
 GP0289                          SUPERSEDED SURVEY CONTROL
 GP0289
 GP0289  NGVD 29 (??/??/92) 1550.791  (m)         5087.89   (f) ADJ UNCH    1 2
 GP0289
 GP0289.Superseded values are not recommended for survey control.
 GP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0289.See file dsdata.txt to determine how the superseded data were derived.
 GP0289
 GP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF528718(NAD 83)
 GP0289_MARKER: DB = BENCH MARK DISK
 GP0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0289_STAMPING: V 403 1962
 GP0289_MARK LOGO: CGS   
 GP0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0289+STABILITY: SURFACE MOTION
 GP0289
 GP0289  HISTORY     - Date     Condition        Report By
 GP0289  HISTORY     - 1962     MONUMENTED       CGS
 GP0289  HISTORY     - 1983     GOOD             NGS
 GP0289
 GP0289                          STATION DESCRIPTION
 GP0289
 GP0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0289'11.25 MI S FROM PAGE.
 GP0289'ABOUT 11.25 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END
 GP0289'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.3 MILE SOUTH OF A
 GP0289'56-INCH CORRUGATED METAL CULVERT, 0.2 MILE SOUTH OF HIGHWAY MILEPOST
 GP0289'NUMBER 539, 76 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET
 GP0289'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 GP0289'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GP0289
 GP0289                          STATION RECOVERY (1983)
 GP0289
 GP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1172 ***********************************************************************
 DU1172  DESIGNATION -  V 404
 DU1172  PID         -  DU1172
 DU1172  STATE/COUNTY-  AZ/GILA
 DU1172  USGS QUAD   -  CAMMERMAN WASH (1966)
 DU1172
 DU1172                         *CURRENT SURVEY CONTROL
 DU1172  ___________________________________________________________________
 DU1172* NAD 83(2007)-  33 29 37.61251(N)    110 42 58.56145(W)     ADJUSTED  
 DU1172* NAVD 88     -      1380.245  (meters)    4528.35   (feet)  ADJUSTED  
 DU1172  ___________________________________________________________________
 DU1172  EPOCH DATE  -        2007.00
 DU1172  X           -  -1,883,872.491 (meters)                     COMP
 DU1172  Y           -  -4,981,246.336 (meters)                     COMP
 DU1172  Z           -   3,500,505.969 (meters)                     COMP
 DU1172  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DU1172  ELLIP HEIGHT-        1353.398 (meters)          (02/10/07) ADJUSTED
 DU1172  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DU1172  DYNAMIC HT  -        1378.314 (meters)    4522.02  (feet)  COMP
 DU1172
 DU1172  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU1172  Type    PID    Designation                      North   East  Ellip
 DU1172  -------------------------------------------------------------------
 DU1172  NETWORK DU1172 V 404                             0.69   0.57   2.27
 DU1172  -------------------------------------------------------------------
 DU1172  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 DU1172
 DU1172  VERT ORDER  -  FIRST     CLASS II
 DU1172
 DU1172.The horizontal coordinates were established by GPS observations
 DU1172.and adjusted by the National Geodetic Survey in February 2007.
 DU1172
 DU1172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU1172.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU1172.The horizontal coordinates are valid at the epoch date displayed above.
 DU1172.The epoch date for horizontal control is a decimal equivalence
 DU1172.of Year/Month/Day.
 DU1172
 DU1172.The orthometric height was determined by differential leveling
 DU1172.and adjusted in June 1991.
 DU1172
 DU1172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU1172
 DU1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1172
 DU1172.The ellipsoidal height was determined by GPS observations
 DU1172.and is referenced to NAD 83.
 DU1172
 DU1172.The geoid height was determined by GEOID03.
 DU1172
 DU1172.The dynamic height is computed by dividing the NAVD 88
 DU1172.geopotential number by the normal gravity value computed on the
 DU1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1172.degrees latitude (g = 980.6199 gals.).
 DU1172
 DU1172.The modeled gravity was interpolated from observed gravity values.
 DU1172
 DU1172;                    North         East     Units Scale Factor Converg.
 DU1172;SPC AZ E     -   276,645.952   162,290.880   MT  0.99993214   -0 18 11.9
 DU1172;SPC AZ E     -   907,631.08    532,450.39   iFT  0.99993214   -0 18 11.9
 DU1172;UTM  12      - 3,706,065.768   526,356.566   MT  0.99960856   +0 09 23.7
 DU1172
 DU1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1172!SPC AZ E     -   0.99978757  x   0.99993214  =   0.99971973
 DU1172!UTM  12      -   0.99978757  x   0.99960856  =   0.99939621
 DU1172
 DU1172                          SUPERSEDED SURVEY CONTROL
 DU1172
 DU1172  NAD 83(1992)-  33 29 37.61232(N)    110 42 58.56111(W) AD(       ) B
 DU1172  ELLIP H (08/22/05) 1353.411  (m)                       GP(       ) 4 2
 DU1172  NAVD 88 (08/22/05) 1380.24   (m)         4528.3    (f) LEVELING    3  
 DU1172
 DU1172.Superseded values are not recommended for survey control.
 DU1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1172.See file dsdata.txt to determine how the superseded data were derived.
 DU1172
 DU1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC2635706066(NAD 83)
 DU1172_MARKER: DB = BENCH MARK DISK
 DU1172_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1172+WITH SETTING: INFORMATION.
 DU1172_SP_SET: SHALLOW SET METAL ROD
 DU1172_STAMPING: V 404 1979
 DU1172_MARK LOGO: NGS   
 DU1172_PROJECTION: FLUSH
 DU1172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1172+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU1172_ROD/PIPE-DEPTH: 1.52 meters
 DU1172
 DU1172  HISTORY     - Date     Condition        Report By
 DU1172  HISTORY     - 1979     MONUMENTED       NGS
 DU1172  HISTORY     - 20040302 GOOD             AZ-007
 DU1172  HISTORY     - 20040401 GOOD             AZ-007
 DU1172  HISTORY     - 20060922 GOOD             GEOCAC
 DU1172
 DU1172                          STATION DESCRIPTION
 DU1172
 DU1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1172'8.2 MI NE FROM GLOBE.
 DU1172'8.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1172'COURTHOUSE IN GLOBE, 0.1 MILE NORTHEAST OF MILE POST NUMBER 260,
 DU1172'63.3 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37.5
 DU1172'FEET SOUTH-SOUTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 5
 DU1172'FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1172'THE MARK IS 1.8 FT  W FROM A WITNESS POST.
 DU1172'THE MARK IS 7 FT BELOW THE HIGHWAY.
 DU1172
 DU1172                          STATION RECOVERY (2004)
 DU1172
 DU1172'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU1172'RECOVERED IN GOOD CONDITION.
 DU1172
 DU1172                          STATION RECOVERY (2004)
 DU1172
 DU1172'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU1172'RECOVERED IN GOOD CONDITION.
 DU1172
 DU1172                          STATION RECOVERY (2006)
 DU1172
 DU1172'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0223 ***********************************************************************
 GP0223  DESIGNATION -  V 404
 GP0223  PID         -  GP0223
 GP0223  STATE/COUNTY-  AZ/COCONINO
 GP0223  USGS QUAD   -  LEES FERRY (1985)
 GP0223
 GP0223                         *CURRENT SURVEY CONTROL
 GP0223  ___________________________________________________________________
 GP0223* NAD 83(1986)-  36 46 25.     (N)    111 37 15.     (W)     SCALED    
 GP0223* NAVD 88     -      1214.632  (meters)    3985.01   (feet)  POSTED    
 GP0223  ___________________________________________________________________
 GP0223  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GP0223  DYNAMIC HT  -        1213.230 (meters)    3980.41  (feet)  COMP
 GP0223  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 GP0223
 GP0223  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0223
 GP0223.The horizontal coordinates were scaled from a topographic map and have
 GP0223.an estimated accuracy of +/- 6 seconds.
 GP0223
 GP0223.The orthometric height was determined by differential leveling
 GP0223.and adjusted by the  in 1992.
 GP0223.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0223.rate of 1.1 thru 2.0 mm/km.
 GP0223
 GP0223.The geoid height was determined by GEOID03.
 GP0223
 GP0223.The dynamic height is computed by dividing the NAVD 88
 GP0223.geopotential number by the normal gravity value computed on the
 GP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0223.degrees latitude (g = 980.6199 gals.).
 GP0223
 GP0223.The modeled gravity was interpolated from observed gravity values.
 GP0223
 GP0223;                    North         East    Units  Estimated Accuracy
 GP0223;SPC AZ C     -   640,390.      239,770.      MT  (+/- 180 meters Scaled)
 GP0223
 GP0223                          SUPERSEDED SURVEY CONTROL
 GP0223
 GP0223  NGVD 29 (??/??/92) 1213.732  (m)         3982.05   (f) ADJ UNCH    1 2
 GP0223
 GP0223.Superseded values are not recommended for survey control.
 GP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0223.See file dsdata.txt to determine how the superseded data were derived.
 GP0223
 GP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF445699(NAD 83)
 GP0223_MARKER: DB = BENCH MARK DISK
 GP0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0223_SP_SET: CATTLE GUARD
 GP0223_STAMPING: V 404 1962
 GP0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0223
 GP0223  HISTORY     - Date     Condition        Report By
 GP0223  HISTORY     - 1962     MONUMENTED       CGS
 GP0223  HISTORY     - 1934     MARK NOT FOUND   NGS
 GP0223
 GP0223                          STATION DESCRIPTION
 GP0223
 GP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0223'4.3 MI SE FROM MARBLE CANYON.
 GP0223'ABOUT 4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST OFFICE
 GP0223'AND SERVICE STATION AT MARBLE CANYON, 0.2 MILE SOUTH OF THE INDIAN
 GP0223'POLICE HEADQUARTERS, AT THE SOUTH ENTRANCE TO A ROADSIDE PARK, 63 FEET
 GP0223'EAST OF THE CENTERLINE OF THE HIGHWAY, 8.0 FEET WEST OF THE CENTERLINE
 GP0223'OF A CATTLE GUARD AT THE SOUTH ENTRANCE TO THE PARK, ABOUT 2 1/2 FEET
 GP0223'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE
 GP0223'WEST CONCRETE HEADWALL OF THE CATTLE GUARD.
 GP0223
 GP0223                          STATION RECOVERY (1934)
 GP0223
 GP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GP0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1204 ***********************************************************************
 DU1204  DESIGNATION -  V 405
 DU1204  PID         -  DU1204
 DU1204  STATE/COUNTY-  AZ/GILA
 DU1204  USGS QUAD   -  MULE HOOF BEND (1988)
 DU1204
 DU1204                         *CURRENT SURVEY CONTROL
 DU1204  ___________________________________________________________________
 DU1204* NAD 83(1986)-  33 47 26.     (N)    110 30 12.     (W)     SCALED    
 DU1204* NAVD 88     -      1332.523  (meters)    4371.79   (feet)  ADJUSTED  
 DU1204  ___________________________________________________________________
 DU1204  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DU1204  DYNAMIC HT  -        1330.725 (meters)    4365.89  (feet)  COMP
 DU1204  MODELED GRAV-     979,240.2   (mgal)                       NAVD 88
 DU1204
 DU1204  VERT ORDER  -  FIRST     CLASS II
 DU1204
 DU1204.The horizontal coordinates were scaled from a topographic map and have
 DU1204.an estimated accuracy of +/- 6 seconds.
 DU1204
 DU1204.The orthometric height was determined by differential leveling
 DU1204.and adjusted in June 1991.
 DU1204
 DU1204.The geoid height was determined by GEOID03.
 DU1204
 DU1204.The dynamic height is computed by dividing the NAVD 88
 DU1204.geopotential number by the normal gravity value computed on the
 DU1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1204.degrees latitude (g = 980.6199 gals.).
 DU1204
 DU1204.The modeled gravity was interpolated from observed gravity values.
 DU1204
 DU1204;                    North         East    Units  Estimated Accuracy
 DU1204;SPC AZ E     -   309,480.      182,180.      MT  (+/- 180 meters Scaled)
 DU1204
 DU1204                          SUPERSEDED SURVEY CONTROL
 DU1204
 DU1204.No superseded survey control is available for this station.
 DU1204
 DU1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC459390(NAD 83)
 DU1204_MARKER: DB = BENCH MARK DISK
 DU1204_SETTING: 66 = SET IN ROCK OUTCROP
 DU1204_SP_SET: ROCK OUTCROP
 DU1204_STAMPING: V 405 1979
 DU1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1204+STABILITY: POSITION/ELEVATION WELL
 DU1204
 DU1204  HISTORY     - Date     Condition        Report By
 DU1204  HISTORY     - 1979     MONUMENTED       NGS
 DU1204  HISTORY     - 19860530 MARK NOT FOUND   USGS
 DU1204
 DU1204                          STATION DESCRIPTION
 DU1204
 DU1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1204'34.7 MI NE FROM GLOBE.
 DU1204'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1204'IN SALT RIVER CANYON, 91.6 FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY
 DU1204'FROM THE NORTHWEST END OF A GUARDRAIL, 33.3 FEET EAST OF THE NORTHEAST
 DU1204'SUPPORT LEG OF A STATE HIGHWAY SIGN (35 MPH) AND 48.2 FEET NORTHEAST
 DU1204'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE
 DU1204'IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1204'THE MARK IS 2.2 FT  W FROM A WITNESS POST.
 DU1204'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 DU1204
 DU1204                          STATION RECOVERY (1986)
 DU1204
 DU1204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (PI)
 DU1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0309 ***********************************************************************
 GP0309  DESIGNATION -  V 405
 GP0309  PID         -  GP0309
 GP0309  STATE/COUNTY-  AZ/COCONINO
 GP0309  USGS QUAD   -  FERRY SWALE (1985)
 GP0309
 GP0309                         *CURRENT SURVEY CONTROL
 GP0309  ___________________________________________________________________
 GP0309* NAD 83(1986)-  36 59 00.     (N)    111 33 31.     (W)     SCALED    
 GP0309* NAVD 88     -      1275.510  (meters)    4184.74   (feet)  ADJUSTED  
 GP0309  ___________________________________________________________________
 GP0309  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 GP0309  DYNAMIC HT  -        1274.073 (meters)    4180.02  (feet)  COMP
 GP0309  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 GP0309
 GP0309  VERT ORDER  -  FIRST     CLASS II
 GP0309
 GP0309.The horizontal coordinates were scaled from a topographic map and have
 GP0309.an estimated accuracy of +/- 6 seconds.
 GP0309
 GP0309.The orthometric height was determined by differential leveling
 GP0309.and adjusted in June 1991.
 GP0309
 GP0309.The geoid height was determined by GEOID03.
 GP0309
 GP0309.The dynamic height is computed by dividing the NAVD 88
 GP0309.geopotential number by the normal gravity value computed on the
 GP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0309.degrees latitude (g = 980.6199 gals.).
 GP0309
 GP0309.The modeled gravity was interpolated from observed gravity values.
 GP0309
 GP0309;                    North         East    Units  Estimated Accuracy
 GP0309;SPC AZ C     -   663,680.      245,240.      MT  (+/- 180 meters Scaled)
 GP0309
 GP0309                          SUPERSEDED SURVEY CONTROL
 GP0309
 GP0309  NGVD 29 (??/??/92) 1274.605  (m)         4181.77   (f) ADJ UNCH    1 2
 GP0309
 GP0309.Superseded values are not recommended for survey control.
 GP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0309.See file dsdata.txt to determine how the superseded data were derived.
 GP0309
 GP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF502931(NAD 83)
 GP0309_MARKER: DB = BENCH MARK DISK
 GP0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0309_STAMPING: V 405 1962
 GP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0309+STABILITY: SURFACE MOTION
 GP0309
 GP0309  HISTORY     - Date     Condition        Report By
 GP0309  HISTORY     - 1962     MONUMENTED       CGS
 GP0309
 GP0309                          STATION DESCRIPTION
 GP0309
 GP0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0309'6.5 MI NW FROM PAGE.
 GP0309'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0309'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0309'WEST-NORTHWEST ALONG AN ASPHALT ROAD, 151 FEET SOUTHWEST OF THE
 GP0309'CENTERLINE OF THE ASPHALT ROAD, 18 FEET NORTHWEST OF THE CENTERLINE OF
 GP0309'A TRACK ROAD LEADING TO A SEISMOLOGY STATION, 11.8 FEET WEST OF A
 GP0309'POWER POLE, 2.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 GP0309'THE LEVEL OF THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GP0309'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0450 ***********************************************************************
 DT0450  DESIGNATION -  V 406
 DT0450  PID         -  DT0450
 DT0450  STATE/COUNTY-  AZ/NAVAJO
 DT0450  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0450
 DT0450                         *CURRENT SURVEY CONTROL
 DT0450  ___________________________________________________________________
 DT0450* NAD 83(1986)-  33 55 57.     (N)    109 56 15.     (W)     SCALED    
 DT0450* NAVD 88     -      1759.932  (meters)    5774.04   (feet)  ADJUSTED  
 DT0450  ___________________________________________________________________
 DT0450  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DT0450  DYNAMIC HT  -        1757.320 (meters)    5765.47  (feet)  COMP
 DT0450  MODELED GRAV-     979,089.7   (mgal)                       NAVD 88
 DT0450
 DT0450  VERT ORDER  -  FIRST     CLASS II
 DT0450
 DT0450.The horizontal coordinates were scaled from a topographic map and have
 DT0450.an estimated accuracy of +/- 6 seconds.
 DT0450
 DT0450.The orthometric height was determined by differential leveling
 DT0450.and adjusted in June 1991.
 DT0450
 DT0450.The geoid height was determined by GEOID03.
 DT0450
 DT0450.The dynamic height is computed by dividing the NAVD 88
 DT0450.geopotential number by the normal gravity value computed on the
 DT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0450.degrees latitude (g = 980.6199 gals.).
 DT0450
 DT0450.The modeled gravity was interpolated from observed gravity values.
 DT0450
 DT0450;                    North         East    Units  Estimated Accuracy
 DT0450;SPC AZ E     -   325,190.      234,550.      MT  (+/- 180 meters Scaled)
 DT0450
 DT0450                          SUPERSEDED SURVEY CONTROL
 DT0450
 DT0450.No superseded survey control is available for this station.
 DT0450
 DT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC981551(NAD 83)
 DT0450_MARKER: DB = BENCH MARK DISK
 DT0450_SETTING: 66 = SET IN ROCK OUTCROP
 DT0450_SP_SET: ROCK OUTCROP
 DT0450_STAMPING: V 406 1979
 DT0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0450+STABILITY: POSITION/ELEVATION WELL
 DT0450
 DT0450  HISTORY     - Date     Condition        Report By
 DT0450  HISTORY     - 1979     MONUMENTED       NGS
 DT0450
 DT0450                          STATION DESCRIPTION
 DT0450
 DT0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0450'7.1 MI NORTH FROM WITERIVER.
 DT0450'7.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0450'HEADQUARTERS IN WHITERIVER, 0.1 MILE NORTH OF HIGHWAY MILE MARKER
 DT0450'346, 35.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 19.1 FEET WEST
 DT0450'OF A BARBED WIRE FENCE AND 12.8 FEET NORTHWEST OF UTILITY POLE
 DT0450'NUMBER 1 155 3.
 DT0450'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 DT0450'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1249 ***********************************************************************
 DU1249  DESIGNATION -  V 407
 DU1249  PID         -  DU1249
 DU1249  STATE/COUNTY-  AZ/GILA
 DU1249  USGS QUAD   -  CANYON DAY (1978)
 DU1249
 DU1249                         *CURRENT SURVEY CONTROL
 DU1249  ___________________________________________________________________
 DU1249* NAD 83(1986)-  33 47 36.     (N)    110 05 43.     (W)     SCALED    
 DU1249* NAVD 88     -      1640.830  (meters)    5383.29   (feet)  ADJUSTED  
 DU1249  ___________________________________________________________________
 DU1249  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 DU1249  DYNAMIC HT  -        1638.467 (meters)    5375.54  (feet)  COMP
 DU1249  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 DU1249
 DU1249  VERT ORDER  -  FIRST     CLASS II
 DU1249
 DU1249.The horizontal coordinates were scaled from a topographic map and have
 DU1249.an estimated accuracy of +/- 6 seconds.
 DU1249
 DU1249.The orthometric height was determined by differential leveling
 DU1249.and adjusted in June 1991.
 DU1249
 DU1249.The geoid height was determined by GEOID03.
 DU1249
 DU1249.The dynamic height is computed by dividing the NAVD 88
 DU1249.geopotential number by the normal gravity value computed on the
 DU1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1249.degrees latitude (g = 980.6199 gals.).
 DU1249
 DU1249.The modeled gravity was interpolated from observed gravity values.
 DU1249
 DU1249;                    North         East    Units  Estimated Accuracy
 DU1249;SPC AZ E     -   309,740.      219,970.      MT  (+/- 180 meters Scaled)
 DU1249
 DU1249                          SUPERSEDED SURVEY CONTROL
 DU1249
 DU1249.No superseded survey control is available for this station.
 DU1249
 DU1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC837396(NAD 83)
 DU1249_MARKER: DB = BENCH MARK DISK
 DU1249_SETTING: 66 = SET IN ROCK OUTCROP
 DU1249_SP_SET: ROCK OUTCROP
 DU1249_STAMPING: V 407 1979
 DU1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1249+STABILITY: POSITION/ELEVATION WELL
 DU1249
 DU1249  HISTORY     - Date     Condition        Report By
 DU1249  HISTORY     - 1979     MONUMENTED       NGS
 DU1249
 DU1249                          STATION DESCRIPTION
 DU1249
 DU1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1249'9.2 MI WEST FROM WHITERIVER.
 DU1249'9.2 MILES WESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1249'HEADQUARTERS IN WHITERIVER, 140.8 FEET NORTH OF THE CENTERLINE OF
 DU1249'THE HIGHWAY AND 41.7 FEET NORTH OF A FENCE.
 DU1249'THE MARK IS 4.1 FT  S FROM A WITNESS POST.
 DU1249'THE MARK IS 9 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0388 ***********************************************************************
 ER0388  DESIGNATION -  V 408
 ER0388  PID         -  ER0388
 ER0388  STATE/COUNTY-  AZ/APACHE
 ER0388  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0388
 ER0388                         *CURRENT SURVEY CONTROL
 ER0388  ___________________________________________________________________
 ER0388* NAD 83(1986)-  34 00 57.     (N)    109 11 08.     (W)     SCALED    
 ER0388* NAVD 88     -      2276.985  (meters)    7470.41   (feet)  ADJUSTED  
 ER0388  ___________________________________________________________________
 ER0388  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 ER0388  DYNAMIC HT  -        2273.384 (meters)    7458.59  (feet)  COMP
 ER0388  MODELED GRAV-     978,972.5   (mgal)                       NAVD 88
 ER0388
 ER0388  VERT ORDER  -  FIRST     CLASS II
 ER0388
 ER0388.The horizontal coordinates were scaled from a topographic map and have
 ER0388.an estimated accuracy of +/- 6 seconds.
 ER0388
 ER0388.The orthometric height was determined by differential leveling
 ER0388.and adjusted in June 1991.
 ER0388
 ER0388.The geoid height was determined by GEOID03.
 ER0388
 ER0388.The dynamic height is computed by dividing the NAVD 88
 ER0388.geopotential number by the normal gravity value computed on the
 ER0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0388.degrees latitude (g = 980.6199 gals.).
 ER0388
 ER0388.The modeled gravity was interpolated from observed gravity values.
 ER0388
 ER0388;                    North         East    Units  Estimated Accuracy
 ER0388;SPC AZ E     -   334,840.      303,980.      MT  (+/- 180 meters Scaled)
 ER0388
 ER0388                          SUPERSEDED SURVEY CONTROL
 ER0388
 ER0388.No superseded survey control is available for this station.
 ER0388
 ER0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC675653(NAD 83)
 ER0388_MARKER: I = METAL ROD
 ER0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0388_SP_SET: STAINLESS STEEL ROD
 ER0388_STAMPING: V 408 1980
 ER0388_PROJECTION: FLUSH
 ER0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0388_ROD/PIPE-DEPTH: 7.6  meters
 ER0388
 ER0388  HISTORY     - Date     Condition        Report By
 ER0388  HISTORY     - 1980     MONUMENTED       NGS
 ER0388  HISTORY     - 20050729 GOOD             USPSQD
 ER0388
 ER0388                          STATION DESCRIPTION
 ER0388
 ER0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0388'7.9 KM NW FROM NUTRIOSO.
 ER0388'7.9 KM (4.9 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 ER0388'POST OFFICE IN NUTRIOSO, 0.6 KM (0.4 MI) SOUTHEAST OF MILE
 ER0388'POST 412, 18.6 METERS (61.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 ER0388'LEADING WEST, 15.1 METERS (49.5 FT) WEST OF THE CENTERLINE OF THE
 ER0388'HIGHWAY, 7.3 METERS (24.0 FT) NORTH OF THE CENTER OF A DIRT ROAD
 ER0388'LEADING WEST, 1.5 METERS (4.9 FT) NORTHEAST OF TELEPHONE POLE
 ER0388'NUMBER 1 326, 0.7 METERS (2.3 FT) NORTHEAST OF A T FENCE CORNER AND
 ER0388'0.5 METERS (1.6 FT) EAST OF A FENCE.  ACCESS TO THE DATUM POINT
 ER0388'IS THROUGH A 5-INCH LOGO CAP.
 ER0388'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 ER0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0388
 ER0388                          STATION RECOVERY (2005)
 ER0388
 ER0388'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0372 ***********************************************************************
 ER0372  DESIGNATION -  V 409
 ER0372  PID         -  ER0372
 ER0372  STATE/COUNTY-  AZ/APACHE
 ER0372  USGS QUAD   -  EAGAR (1984)
 ER0372
 ER0372                         *CURRENT SURVEY CONTROL
 ER0372  ___________________________________________________________________
 ER0372* NAD 83(1986)-  34 06 39.     (N)    109 19 04.     (W)     SCALED    
 ER0372* NAVD 88     -      2154.714  (meters)    7069.26   (feet)  ADJUSTED  
 ER0372  ___________________________________________________________________
 ER0372  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0372  DYNAMIC HT  -        2151.338 (meters)    7058.18  (feet)  COMP
 ER0372  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 ER0372
 ER0372  VERT ORDER  -  FIRST     CLASS II
 ER0372
 ER0372.The horizontal coordinates were scaled from a topographic map and have
 ER0372.an estimated accuracy of +/- 6 seconds.
 ER0372
 ER0372.The orthometric height was determined by differential leveling
 ER0372.and adjusted in June 1991.
 ER0372
 ER0372.The geoid height was determined by GEOID03.
 ER0372
 ER0372.The dynamic height is computed by dividing the NAVD 88
 ER0372.geopotential number by the normal gravity value computed on the
 ER0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0372.degrees latitude (g = 980.6199 gals.).
 ER0372
 ER0372.The modeled gravity was interpolated from observed gravity values.
 ER0372
 ER0372;                    North         East    Units  Estimated Accuracy
 ER0372;SPC AZ E     -   345,270.      291,680.      MT  (+/- 180 meters Scaled)
 ER0372
 ER0372                          SUPERSEDED SURVEY CONTROL
 ER0372
 ER0372.No superseded survey control is available for this station.
 ER0372
 ER0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC551757(NAD 83)
 ER0372_MARKER: DB = BENCH MARK DISK
 ER0372_SETTING: 66 = SET IN ROCK OUTCROP
 ER0372_SP_SET: ROCK OUTCROP
 ER0372_STAMPING: V 409 1980
 ER0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0372+STABILITY: POSITION/ELEVATION WELL
 ER0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0372+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 ER0372
 ER0372  HISTORY     - Date     Condition        Report By
 ER0372  HISTORY     - 1980     MONUMENTED       NGS
 ER0372  HISTORY     - 20050728 GOOD             USPSQD
 ER0372
 ER0372                          STATION DESCRIPTION
 ER0372
 ER0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0372'2.8 KM WEST FROM EAGAR.
 ER0372'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0372'OFFICE IN EAGAR, THENCE 2.6 KM (1.6 MI) WEST ALONG STATE
 ER0372'HIGHWAY 260, 0.2 KM (0.15 MI) WEST OF THE WEST END OF A
 ER0372'BRIDGE, 0.9 KM (0.55 MI) EAST OF MILE POST 394, 26.3
 ER0372'METERS (86.3 FT) SOUTHWEST OF POWER POLE NUMBER 22 WITH TWO GUY
 ER0372'WIRES, 22.5 METERS (73.8 FT) SOUTH-SOUTHWEST OF A FENCE AND 7.8
 ER0372'METERS (25.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 ER0372'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ER0372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0372
 ER0372                          STATION RECOVERY (2005)
 ER0372
 ER0372'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0372'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1032 ***********************************************************************
 DV1032  DESIGNATION -  V 413 47
 DV1032  PID         -  DV1032
 DV1032  STATE/COUNTY-  AZ/MARICOPA
 DV1032  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1032
 DV1032                         *CURRENT SURVEY CONTROL
 DV1032  ___________________________________________________________________
 DV1032* NAD 83(1986)-  33 32 53.     (N)    113 12 43.     (W)     SCALED    
 DV1032* NAVD 88     -       387.63   (+/-2cm)    1271.7    (feet)  VERTCON   
 DV1032  ___________________________________________________________________
 DV1032  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV1032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1032
 DV1032.The horizontal coordinates were scaled from a topographic map and have
 DV1032.an estimated accuracy of +/- 6 seconds.
 DV1032
 DV1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1032.The vertical order pertains to the NGVD 29 superseded value.
 DV1032
 DV1032.The geoid height was determined by GEOID03.
 DV1032
 DV1032;                    North         East    Units  Estimated Accuracy
 DV1032;SPC AZ C     -   283,280.       93,070.      MT  (+/- 180 meters Scaled)
 DV1032
 DV1032                          SUPERSEDED SURVEY CONTROL
 DV1032
 DV1032  NGVD 29 (??/??/92)  387.084  (m)         1269.96   (f) ADJ UNCH    2 0
 DV1032
 DV1032.Superseded values are not recommended for survey control.
 DV1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1032.See file dsdata.txt to determine how the superseded data were derived.
 DV1032
 DV1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC946142(NAD 83)
 DV1032_MARKER: DB = BENCH MARK DISK
 DV1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1032_STAMPING: V 413 47 1962
 DV1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1032+STABILITY: SURFACE MOTION
 DV1032
 DV1032  HISTORY     - Date     Condition        Report By
 DV1032  HISTORY     - 1962     MONUMENTED       CGS
 DV1032
 DV1032                          STATION DESCRIPTION
 DV1032
 DV1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1032'33.5 MI SE FROM SALOME.
 DV1032'31.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1032'AT SALOME, THENCE 2.5 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH
 DV1032'IS THE CENTER OF THE MEDIAN STRIP OF INTERSTATE HIGHWAY 10, 2.1 FEET
 DV1032'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1032'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1035 ***********************************************************************
 DU1035  DESIGNATION -  V 414
 DU1035  PID         -  DU1035
 DU1035  STATE/COUNTY-  AZ/PINAL
 DU1035  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1035
 DU1035                         *CURRENT SURVEY CONTROL
 DU1035  ___________________________________________________________________
 DU1035* NAD 83(1986)-  33 03 04.     (N)    111 47 22.     (W)     SCALED    
 DU1035* NAVD 88     -       428.13   (+/-2cm)    1404.6    (feet)  VERTCON   
 DU1035  ___________________________________________________________________
 DU1035  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DU1035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1035
 DU1035.The horizontal coordinates were scaled from a topographic map and have
 DU1035.an estimated accuracy of +/- 6 seconds.
 DU1035
 DU1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1035.The vertical order pertains to the NGVD 29 superseded value.
 DU1035
 DU1035.The geoid height was determined by GEOID03.
 DU1035
 DU1035;                    North         East    Units  Estimated Accuracy
 DU1035;SPC AZ C     -   227,430.      225,240.      MT  (+/- 180 meters Scaled)
 DU1035
 DU1035                          SUPERSEDED SURVEY CONTROL
 DU1035
 DU1035  NGVD 29 (??/??/92)  427.630  (m)         1402.98   (f) ADJ UNCH    2 0
 DU1035
 DU1035.Superseded values are not recommended for survey control.
 DU1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1035.See file dsdata.txt to determine how the superseded data were derived.
 DU1035
 DU1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB262572(NAD 83)
 DU1035_MARKER: DB = BENCH MARK DISK
 DU1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1035_STAMPING: V 414 1962
 DU1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1035+STABILITY: SURFACE MOTION
 DU1035
 DU1035  HISTORY     - Date     Condition        Report By
 DU1035  HISTORY     - 1962     MONUMENTED       CGS
 DU1035
 DU1035                          STATION DESCRIPTION
 DU1035
 DU1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1035'12.35 MI SW FROM SACATON.
 DU1035'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1035'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1035'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 1.6 MILES
 DU1035'SOUTHEAST ALONG A STAKED LINE THAT IS THE CENTER OF THE MEDIAN STRIP
 DU1035'OF PROPOSED INTERSTATE HIGHWAY 10, 3.2 FEET NORTH OF A METAL WITNESS
 DU1035'POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0866 ***********************************************************************
 DV0866  DESIGNATION -  V 415 70
 DV0866  PID         -  DV0866
 DV0866  STATE/COUNTY-  AZ/MARICOPA
 DV0866  USGS QUAD   -  WINTERSBURG (1984)
 DV0866
 DV0866                         *CURRENT SURVEY CONTROL
 DV0866  ___________________________________________________________________
 DV0866* NAD 83(1986)-  33 28 14.     (N)    112 48 55.     (W)     SCALED    
 DV0866* NAVD 88     -       334.11   (+/-2cm)    1096.2    (feet)  VERTCON   
 DV0866  ___________________________________________________________________
 DV0866  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DV0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0866
 DV0866.The horizontal coordinates were scaled from a topographic map and have
 DV0866.an estimated accuracy of +/- 6 seconds.
 DV0866
 DV0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0866.The vertical order pertains to the NGVD 29 superseded value.
 DV0866
 DV0866.The geoid height was determined by GEOID03.
 DV0866
 DV0866;                    North         East    Units  Estimated Accuracy
 DV0866;SPC AZ C     -   274,300.      129,840.      MT  (+/- 180 meters Scaled)
 DV0866
 DV0866                          SUPERSEDED SURVEY CONTROL
 DV0866
 DV0866  NGVD 29 (??/??/92)  333.484  (m)         1094.11   (f) ADJ UNCH    2 0
 DV0866
 DV0866.Superseded values are not recommended for survey control.
 DV0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0866.See file dsdata.txt to determine how the superseded data were derived.
 DV0866
 DV0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC313049(NAD 83)
 DV0866_MARKER: DB = BENCH MARK DISK
 DV0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0866_STAMPING: V 415 70 1962
 DV0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0866+STABILITY: SURFACE MOTION
 DV0866
 DV0866  HISTORY     - Date     Condition        Report By
 DV0866  HISTORY     - 1962     MONUMENTED       CGS
 DV0866
 DV0866                          STATION DESCRIPTION
 DV0866
 DV0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0866'8.75 MI SE FROM TONOPAH.
 DV0866'7.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0866'THENCE 1.6 MILES SOUTH ALONG A PRIVATE ROAD TO A BLADED TRACK WHICH IS
 DV0866'THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.7
 DV0866'FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 DV0866'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0604 ***********************************************************************
 CY0604  DESIGNATION -  V 418
 CY0604  PID         -  CY0604
 CY0604  STATE/COUNTY-  AZ/COCHISE
 CY0604  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0604
 CY0604                         *CURRENT SURVEY CONTROL
 CY0604  ___________________________________________________________________
 CY0604* NAD 83(1986)-  32 08 54.     (N)    109 59 34.     (W)     SCALED    
 CY0604* NAVD 88     -      1356.414  (meters)    4450.17   (feet)  ADJUSTED  
 CY0604  ___________________________________________________________________
 CY0604  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY0604  DYNAMIC HT  -        1354.366 (meters)    4443.45  (feet)  COMP
 CY0604  MODELED GRAV-     979,081.8   (mgal)                       NAVD 88
 CY0604  OBS GRAVITY -     979,084.1   (mgal)                       GRAV_OBS
 CY0604
 CY0604  VERT ORDER  -  FIRST     CLASS II
 CY0604
 CY0604.The horizontal coordinates were scaled from a topographic map and have
 CY0604.an estimated accuracy of +/- 6 seconds.
 CY0604
 CY0604.The orthometric height was determined by differential leveling
 CY0604.and adjusted in June 1991.
 CY0604
 CY0604.The geoid height was determined by GEOID03.
 CY0604
 CY0604.The dynamic height is computed by dividing the NAVD 88
 CY0604.geopotential number by the normal gravity value computed on the
 CY0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0604.degrees latitude (g = 980.6199 gals.).
 CY0604
 CY0604.The modeled gravity was interpolated from observed gravity values.
 CY0604.The observed gravity was obtained from relative gravimeter ties
 CY0604.to the IGSN71 gravity network.
 CY0604
 CY0604;                    North         East    Units  Estimated Accuracy
 CY0604;SPC AZ E     -   127,330.      229,760.      MT  (+/- 180 meters Scaled)
 CY0604
 CY0604                          SUPERSEDED SURVEY CONTROL
 CY0604
 CY0604.No superseded survey control is available for this station.
 CY0604
 CY0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA949573(NAD 83)
 CY0604_MARKER: DB = BENCH MARK DISK
 CY0604_SETTING: 66 = SET IN ROCK OUTCROP
 CY0604_SP_SET: ROCK OUTCROP
 CY0604_STAMPING: V 418 1979
 CY0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0604+STABILITY: POSITION/ELEVATION WELL
 CY0604
 CY0604  HISTORY     - Date     Condition        Report By
 CY0604  HISTORY     - 1979     MONUMENTED       NGS
 CY0604
 CY0604                          STATION DESCRIPTION
 CY0604
 CY0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0604'38.7 KM NE FROM BENSON.
 CY0604'38.7 KILOMETERS (24.05 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0604'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, AT THE SOUTHWEST END
 CY0604'OF THE FIRST ROCK CUT SOUTHWEST OF THE U. S. HIGHWAY 666 INTERCHANGE,
 CY0604'IN TOP OF AND NEAR THE UPPER END OF A 7- BY 20-METER OUTCROP FLUSH
 CY0604'WITH THE GROUND, 35.7 METERS (117 FEET) SOUTHEAST OF THE CENTERLINE
 CY0604'OF THE EASTBOUND LANES OF HIGHWAY 10, 35.4 METERS (116 FEET) SOUTH
 CY0604'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4-CHANNEL BOX
 CY0604'CULVERT, 30.3 METERS (99 FEET) SOUTHWEST OF A BRACED ANGLE IRON FENCE
 CY0604'POST IN THE SOUTHEAST RIGHT-OF-WAY FENCE AND 3.8 METERS (12.4 FEET)
 CY0604'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CY0604'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 CY0604'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0865 ***********************************************************************
 CG0865  DESIGNATION -  V 419
 CG0865  PID         -  CG0865
 CG0865  STATE/COUNTY-  AZ/PIMA
 CG0865  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0865
 CG0865                         *CURRENT SURVEY CONTROL
 CG0865  ___________________________________________________________________
 CG0865* NAD 83(1986)-  31 46 04.     (N)    111 02 05.     (W)     SCALED    
 CG0865* NAVD 88     -       915.732  (meters)    3004.36   (feet)  ADJUSTED  
 CG0865  ___________________________________________________________________
 CG0865  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0865  DYNAMIC HT  -         914.382 (meters)    2999.93  (feet)  COMP
 CG0865  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 CG0865
 CG0865  VERT ORDER  -  FIRST     CLASS II
 CG0865
 CG0865.The horizontal coordinates were scaled from a topographic map and have
 CG0865.an estimated accuracy of +/- 6 seconds.
 CG0865
 CG0865.The orthometric height was determined by differential leveling
 CG0865.and adjusted in June 1991.
 CG0865
 CG0865.The geoid height was determined by GEOID03.
 CG0865
 CG0865.The dynamic height is computed by dividing the NAVD 88
 CG0865.geopotential number by the normal gravity value computed on the
 CG0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0865.degrees latitude (g = 980.6199 gals.).
 CG0865
 CG0865.The modeled gravity was interpolated from observed gravity values.
 CG0865
 CG0865;                    North         East    Units  Estimated Accuracy
 CG0865;SPC AZ C     -    85,460.      296,900.      MT  (+/- 180 meters Scaled)
 CG0865
 CG0865                          SUPERSEDED SURVEY CONTROL
 CG0865
 CG0865.No superseded survey control is available for this station.
 CG0865
 CG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA967146(NAD 83)
 CG0865_MARKER: DB = BENCH MARK DISK
 CG0865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0865_SP_SET: STAINLESS STEEL ROD
 CG0865_STAMPING: V 419 1980
 CG0865_PROJECTION: FLUSH
 CG0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0865_ROD/PIPE-DEPTH: 7.6  meters
 CG0865
 CG0865  HISTORY     - Date     Condition        Report By
 CG0865  HISTORY     - 1980     MONUMENTED       NGS
 CG0865  HISTORY     - 19950302 GOOD             USPSQD
 CG0865  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 CG0865
 CG0865                          STATION DESCRIPTION
 CG0865
 CG0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0865'4.8 KM NORTH FROM AMADO.
 CG0865'4.8 KILOMETERS (3.0 MILES) NORTH ALONG THE WEST FRONTAGE ROAD
 CG0865'OF INTERSTATE HIGHWAY I-19 FROM THE AMADO RURAL POST OFFICE
 CG0865'AT AMADO, AT THE SOUTH END OF A REST AREA FOR THE SOUTH SOUTH
 CG0865'BOUND TRAFFIC OF INTERSTATE HIGHWAY I-19, IN THE CENTER OF THE
 CG0865'ISLAND FOR THE CAR AND TRUCK ON RAMP, 0.9 METER (3.0 FEET) NORTH
 CG0865'OF THE SOUTH END OF THE CONCRETE ISLAND, 0.5 METER (1.6 FEET)
 CG0865'EAST OF THE EAST EDGE OF THE WEST CONCRETE CURB, 0.4 METER
 CG0865'(1.2 FEET) WEST OF THE WEST EDGE OF THE EAST CONCRETE CURB.
 CG0865'THE MARK IS 1.5 M BELOW THE FRONTAGE ROAD.
 CG0865
 CG0865                          STATION RECOVERY (1995)
 CG0865
 CG0865'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0865'RECOVERED IN GOOD CONDITION.
 CG0865
 CG0865                          STATION RECOVERY (2002)
 CG0865
 CG0865'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0263 ***********************************************************************
 ER0263  DESIGNATION -  V 42
 ER0263  PID         -  ER0263
 ER0263  STATE/COUNTY-  AZ/NAVAJO
 ER0263  USGS QUAD   -  INDIAN PINE (1977)
 ER0263
 ER0263                         *CURRENT SURVEY CONTROL
 ER0263  ___________________________________________________________________
 ER0263* NAD 83(1986)-  34 04 48.     (N)    109 54 18.     (W)     SCALED    
 ER0263* NAVD 88     -      2187.099  (meters)    7175.51   (feet)  ADJUSTED  
 ER0263  ___________________________________________________________________
 ER0263  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ER0263  DYNAMIC HT  -        2183.738 (meters)    7164.48  (feet)  COMP
 ER0263  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 ER0263
 ER0263  VERT ORDER  -  FIRST     CLASS II
 ER0263
 ER0263.The horizontal coordinates were scaled from a topographic map and have
 ER0263.an estimated accuracy of +/- 6 seconds.
 ER0263
 ER0263.The orthometric height was determined by differential leveling
 ER0263.and adjusted in June 1991.
 ER0263
 ER0263.The geoid height was determined by GEOID03.
 ER0263
 ER0263.The dynamic height is computed by dividing the NAVD 88
 ER0263.geopotential number by the normal gravity value computed on the
 ER0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0263.degrees latitude (g = 980.6199 gals.).
 ER0263
 ER0263.The modeled gravity was interpolated from observed gravity values.
 ER0263
 ER0263;                    North         East    Units  Estimated Accuracy
 ER0263;SPC AZ E     -   341,560.      237,510.      MT  (+/- 180 meters Scaled)
 ER0263
 ER0263                          SUPERSEDED SURVEY CONTROL
 ER0263
 ER0263  NGVD 29 (??/??/92) 2186.193  (m)         7172.53   (f) ADJ UNCH    1 2
 ER0263
 ER0263.Superseded values are not recommended for survey control.
 ER0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0263.See file dsdata.txt to determine how the superseded data were derived.
 ER0263
 ER0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC010715(NAD 83)
 ER0263_MARKER: DB = BENCH MARK DISK
 ER0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0263_STAMPING: V 4 1934
 ER0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0263+STABILITY: SURFACE MOTION
 ER0263
 ER0263  HISTORY     - Date     Condition        Report By
 ER0263  HISTORY     - 1934     MONUMENTED       CGS
 ER0263  HISTORY     - 1960     MARK NOT FOUND   USGS
 ER0263
 ER0263                          STATION DESCRIPTION
 ER0263
 ER0263'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ER0263'3.1 MI W FROM MCNARY.
 ER0263'IN NAVAJO COUNTY, 3.1 MILES WEST ALONG STATE HIGHWAY 73 FROM MCNARY,
 ER0263'APACHE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 173, 60 YARDS NORTH
 ER0263'OF THE INDIAN PINE SERVICE STATION AND IN THE CENTER OF THE WYE FORMED
 ER0263'BY THE HIGHWAYS.  A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE
 ER0263'TOP OF A CONCRETE POST.  NOTE-- A LARGE WYE INTERSECTION HAS BEEN
 ER0263'BUILT AT THE DESCRIBED LOCATION OF THIS BENCH MARK AND THE MARK IS
 ER0263'ALMOST CERTAINLY DESTROYED OR COVERED UP BEYOND RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0216 ***********************************************************************
 CF0216  DESIGNATION -  V 420
 CF0216  PID         -  CF0216
 CF0216  STATE/COUNTY-  AZ/COCHISE
 CF0216  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0216
 CF0216                         *CURRENT SURVEY CONTROL
 CF0216  ___________________________________________________________________
 CF0216* NAD 83(1986)-  31 48 30.     (N)    109 41 38.     (W)     SCALED    
 CF0216* NAVD 88     -      1294.973  (meters)    4248.59   (feet)  ADJUSTED  
 CF0216  ___________________________________________________________________
 CF0216  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CF0216  DYNAMIC HT  -        1292.962 (meters)    4241.99  (feet)  COMP
 CF0216  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 CF0216
 CF0216  VERT ORDER  -  FIRST     CLASS II
 CF0216
 CF0216.The horizontal coordinates were scaled from a topographic map and have
 CF0216.an estimated accuracy of +/- 6 seconds.
 CF0216
 CF0216.The orthometric height was determined by differential leveling
 CF0216.and adjusted in June 1991.
 CF0216
 CF0216.The geoid height was determined by GEOID03.
 CF0216
 CF0216.The dynamic height is computed by dividing the NAVD 88
 CF0216.geopotential number by the normal gravity value computed on the
 CF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0216.degrees latitude (g = 980.6199 gals.).
 CF0216
 CF0216.The modeled gravity was interpolated from observed gravity values.
 CF0216
 CF0216;                    North         East    Units  Estimated Accuracy
 CF0216;SPC AZ E     -    89,710.      258,120.      MT  (+/- 180 meters Scaled)
 CF0216
 CF0216                          SUPERSEDED SURVEY CONTROL
 CF0216
 CF0216.No superseded survey control is available for this station.
 CF0216
 CF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA236199(NAD 83)
 CF0216_MARKER: DB = BENCH MARK DISK
 CF0216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0216_SP_SET: STAINLESS STEEL ROD
 CF0216_STAMPING: V 420 1980
 CF0216_PROJECTION: PROJECTING 2 CENTIMETERS
 CF0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0216_ROD/PIPE-DEPTH: 4.6  meters
 CF0216
 CF0216  HISTORY     - Date     Condition        Report By
 CF0216  HISTORY     - 1980     MONUMENTED       NGS
 CF0216
 CF0216                          STATION DESCRIPTION
 CF0216
 CF0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0216'14.0 KM NORTH FROM ELFRIDA.
 CF0216'14.0 KILOMETERS (8.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM THE
 CF0216'POST OFFICE IN ELFRIDA, 24.1 KILOMETERS (15.1 MILES) SOUTHEAST
 CF0216'OF PEARCE, 12.3 METERS (40.3 FEET) WEST OF THE CENTERLINE OF THE
 CF0216'HIGHWAY, 32.4 METERS (106.4 FEET) SOUTH OF THE CENTER OF A DIRT
 CF0216'ROAD LEADING WEST, 11.8 METERS (38.7 FEET) NORTH OF THE CENTER
 CF0216'OF A WIRE GATE, 3.3 METERS (11 FEET) EAST OF THE RIGHT-OF-WAY
 CF0216'FENCE, 1.2 METERS (4 FEET) WEST OF HIGHWAY MILEPOST 33.
 CF0216'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0216'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0244 ***********************************************************************
 CF0244  DESIGNATION -  V 421
 CF0244  PID         -  CF0244
 CF0244  STATE/COUNTY-  AZ/COCHISE
 CF0244  USGS QUAD   -  DOUGLAS NE (1978)
 CF0244
 CF0244                         *CURRENT SURVEY CONTROL
 CF0244  ___________________________________________________________________
 CF0244* NAD 83(1986)-  31 24 30.     (N)    109 34 45.     (W)     SCALED    
 CF0244* NAVD 88     -      1232.711  (meters)    4044.32   (feet)  ADJUSTED  
 CF0244  ___________________________________________________________________
 CF0244  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0244  DYNAMIC HT  -        1230.792 (meters)    4038.02  (feet)  COMP
 CF0244  MODELED GRAV-     979,041.0   (mgal)                       NAVD 88
 CF0244
 CF0244  VERT ORDER  -  FIRST     CLASS II
 CF0244
 CF0244.The horizontal coordinates were scaled from a topographic map and have
 CF0244.an estimated accuracy of +/- 6 seconds.
 CF0244
 CF0244.The orthometric height was determined by differential leveling
 CF0244.and adjusted in June 1991.
 CF0244
 CF0244.The geoid height was determined by GEOID03.
 CF0244
 CF0244.The dynamic height is computed by dividing the NAVD 88
 CF0244.geopotential number by the normal gravity value computed on the
 CF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0244.degrees latitude (g = 980.6199 gals.).
 CF0244
 CF0244.The modeled gravity was interpolated from observed gravity values.
 CF0244
 CF0244;                    North         East    Units  Estimated Accuracy
 CF0244;SPC AZ E     -    45,420.      269,220.      MT  (+/- 180 meters Scaled)
 CF0244
 CF0244                          SUPERSEDED SURVEY CONTROL
 CF0244
 CF0244.No superseded survey control is available for this station.
 CF0244
 CF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV350757(NAD 83)
 CF0244_MARKER: DB = BENCH MARK DISK
 CF0244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0244_SP_SET: STAINLESS STEEL ROD
 CF0244_STAMPING: V 421 1980
 CF0244_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0244_ROD/PIPE-DEPTH: 3.0  meters
 CF0244
 CF0244  HISTORY     - Date     Condition        Report By
 CF0244  HISTORY     - 1980     MONUMENTED       NGS
 CF0244
 CF0244                          STATION DESCRIPTION
 CF0244
 CF0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0244'8.5 KM NW FROM DOUGLAS.
 CF0244'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0244'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, THENCE 6.3
 CF0244'KILOMETERS (3.9 MILES) NORTH ALONG U.S. HIGHWAY 666, 0.2
 CF0244'KILOMETER (0.1 MILE) SOUTH OF HIGHWAY MILEPOST 4, AT THE
 CF0244'JUNCTION OF 666 AND GLENN ROAD, 14.6 METERS (48 FEET) WEST
 CF0244'OF THE CENTERLINE OF THE HIGHWAY, 17.7 METERS (58 FEET) NORTH
 CF0244'OF THE CENTER OF GLENN ROAD AND A CATTLE GUARD, 0.4 METER
 CF0244'(1.5 FEET) EAST OF THE RIGHT-OF-WAY FENCE.
 CF0244'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0244'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1421 ***********************************************************************
 CZ1421  DESIGNATION -  V 423
 CZ1421  PID         -  CZ1421
 CZ1421  STATE/COUNTY-  AZ/PIMA
 CZ1421  USGS QUAD   -  JAYNES (1992)
 CZ1421
 CZ1421                         *CURRENT SURVEY CONTROL
 CZ1421  ___________________________________________________________________
 CZ1421* NAD 83(1986)-  32 20 15.     (N)    111 03 57.     (W)     SCALED    
 CZ1421* NAVD 88     -       671.635  (meters)    2203.52   (feet)  ADJUSTED  
 CZ1421  ___________________________________________________________________
 CZ1421  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ1421  DYNAMIC HT  -         670.728 (meters)    2200.55  (feet)  COMP
 CZ1421  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 CZ1421
 CZ1421  VERT ORDER  -  FIRST     CLASS II
 CZ1421
 CZ1421.The horizontal coordinates were scaled from a topographic map and have
 CZ1421.an estimated accuracy of +/- 6 seconds.
 CZ1421
 CZ1421.The orthometric height was determined by differential leveling
 CZ1421.and adjusted in June 1991.
 CZ1421
 CZ1421.The geoid height was determined by GEOID03.
 CZ1421
 CZ1421.The dynamic height is computed by dividing the NAVD 88
 CZ1421.geopotential number by the normal gravity value computed on the
 CZ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1421.degrees latitude (g = 980.6199 gals.).
 CZ1421
 CZ1421.The modeled gravity was interpolated from observed gravity values.
 CZ1421
 CZ1421;                    North         East    Units  Estimated Accuracy
 CZ1421;SPC AZ C     -   148,610.      293,460.      MT  (+/- 180 meters Scaled)
 CZ1421
 CZ1421                          SUPERSEDED SURVEY CONTROL
 CZ1421
 CZ1421.No superseded survey control is available for this station.
 CZ1421
 CZ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA938778(NAD 83)
 CZ1421_MARKER: DB = BENCH MARK DISK
 CZ1421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1421_SP_SET: OVERPASS PIER
 CZ1421_STAMPING: V 423 1980
 CZ1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1421+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ1421
 CZ1421  HISTORY     - Date     Condition        Report By
 CZ1421  HISTORY     - 1980     MONUMENTED       NGS
 CZ1421  HISTORY     - 19970309 GOOD             USPSQD
 CZ1421  HISTORY     - 20060316 GOOD             USPSQD
 CZ1421
 CZ1421                          STATION DESCRIPTION
 CZ1421
 CZ1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1421'16.1 KM NW FROM TUCSON.
 CZ1421'16.1 KILOMETERS (10.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1421'RAILROAD FROM THE STATION AT TUCSON, AT THE INTERSTATE HIGHWAY 10
 CZ1421'OVERPASS OVER INA ROAD, SET VERTICALLY IN THE EAST FACE OF THE EAST
 CZ1421'PIER OF THE NORTH ROW OF PIERS FOR THE WESTBOUND TRAFFIC LANE,
 CZ1421'9.6 METERS (31.6 FEET) NORTH OF THE CENTERLINE OF INA ROAD.
 CZ1421'THE MARK IS 0.5 M ABOVE THE GROUND.
 CZ1421
 CZ1421                          STATION RECOVERY (1997)
 CZ1421
 CZ1421'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1421'RECOVERED IN GOOD CONDITION.
 CZ1421
 CZ1421                          STATION RECOVERY (2006)
 CZ1421
 CZ1421'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ1421'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1448 ***********************************************************************
 CZ1448  DESIGNATION -  V 424
 CZ1448  PID         -  CZ1448
 CZ1448  STATE/COUNTY-  AZ/PINAL
 CZ1448  USGS QUAD   -  RED ROCK (1993)
 CZ1448
 CZ1448                         *CURRENT SURVEY CONTROL
 CZ1448  ___________________________________________________________________
 CZ1448* NAD 83(1986)-  32 35 30.     (N)    111 20 14.     (W)     SCALED    
 CZ1448* NAVD 88     -       563.359  (meters)    1848.29   (feet)  ADJUSTED  
 CZ1448  ___________________________________________________________________
 CZ1448  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CZ1448  DYNAMIC HT  -         562.631 (meters)    1845.90  (feet)  COMP
 CZ1448  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 CZ1448
 CZ1448  VERT ORDER  -  FIRST     CLASS II
 CZ1448
 CZ1448.The horizontal coordinates were scaled from a topographic map and have
 CZ1448.an estimated accuracy of +/- 6 seconds.
 CZ1448
 CZ1448.The orthometric height was determined by differential leveling
 CZ1448.and adjusted in June 1991.
 CZ1448
 CZ1448.The geoid height was determined by GEOID03.
 CZ1448
 CZ1448.The dynamic height is computed by dividing the NAVD 88
 CZ1448.geopotential number by the normal gravity value computed on the
 CZ1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1448.degrees latitude (g = 980.6199 gals.).
 CZ1448
 CZ1448.The modeled gravity was interpolated from observed gravity values.
 CZ1448
 CZ1448;                    North         East    Units  Estimated Accuracy
 CZ1448;SPC AZ C     -   176,620.      267,750.      MT  (+/- 180 meters Scaled)
 CZ1448
 CZ1448                          SUPERSEDED SURVEY CONTROL
 CZ1448
 CZ1448.No superseded survey control is available for this station.
 CZ1448
 CZ1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB683060(NAD 83)
 CZ1448_MARKER: I = METAL ROD
 CZ1448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1448_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1448_STAMPING: V 424 1980
 CZ1448_PROJECTION: FLUSH
 CZ1448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1448+STABILITY: POSITION/ELEVATION WELL
 CZ1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1448+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 CZ1448_ROD/PIPE-DEPTH: 11   meters
 CZ1448_SLEEVE-DEPTH  : 8.2 meters
 CZ1448
 CZ1448  HISTORY     - Date     Condition        Report By
 CZ1448  HISTORY     - 1980     MONUMENTED       NGS
 CZ1448  HISTORY     - 20030507 GOOD             NGS
 CZ1448  HISTORY     - 20080418 GOOD             CAP
 CZ1448
 CZ1448                          STATION DESCRIPTION
 CZ1448
 CZ1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1448'54.3 KM NW FROM TUCSON.
 CZ1448'54.3 KILOMETERS (33.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1448'RAILROAD FROM THE STATION AT TUCSON, SET ON THE EAST CORNER OF THE
 CZ1448'INTERSECTION OF THE RAILROAD AND GOLF LINKS ROAD, 0.2 KILOMETER
 CZ1448'(0.1 MILE) NORTHWEST OF THE NORTHWEST JUNCTION OF THE MAIN TRACK AND
 CZ1448'A SIDE TRACK, 28.6 METERS (94 FEET) NORTHEAST OF THE NORTHEAST RAIL,
 CZ1448'30.2 METERS (99 FEET) EAST OF THE INTERSECTION OF THE CENTERLINE OF
 CZ1448'THE ROAD AND THE NORTHEAST RAIL, 28.7 METERS (94 FEET) NORTH OF THE
 CZ1448'NORTH CORNER OF THE NORTHWEST ABUTMENT FOR RAILROAD BRIDGE 950.25,
 CZ1448'14.7 METERS (48 FEET) SOUTHEAST OF THE CENTERLINE OF THE ROAD AND
 CZ1448'A CATTLE GUARD AND 1.3 METERS (4.3 FEET) NORTHWEST OF THE NORTHEAST
 CZ1448'RAILROAD RIGHT-OF-WAY FENCE.
 CZ1448'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1448'THE MARK IS 1 M BELOW THE TRACKS.
 CZ1448
 CZ1448                          STATION RECOVERY (2003)
 CZ1448
 CZ1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CZ1448'STATION IS IN COMMUNITY OF RED ROCK.  RR IS NOW PART OF UNION PACIFIC
 CZ1448'SYSTEM.
 CZ1448
 CZ1448                          STATION RECOVERY (2008)
 CZ1448
 CZ1448'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2008 (DLD)
 CZ1448'DESCRIPTION UPDATE - NORTHEAST OF THE UNION PACIFIC RAILS AT THE 1-10
 CZ1448'NORTHEAST FRONTAGE ROAD AND PARK LINK ROAD. HANDHELD GPS NAD83 LAT,LON
 CZ1448'N 32-35-31.5  W 111-20-13.7
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0009 ***********************************************************************
 DU0009  DESIGNATION -  V 43
 DU0009  PID         -  DU0009
 DU0009  STATE/COUNTY-  AZ/GILA
 DU0009  USGS QUAD   -  FORKS BUTTE (1978)
 DU0009
 DU0009                         *CURRENT SURVEY CONTROL
 DU0009  ___________________________________________________________________
 DU0009* NAD 83(1986)-  33 44 10.     (N)    110 09 46.     (W)     SCALED    
 DU0009* NAVD 88     -      1341.651  (meters)    4401.73   (feet)  ADJUSTED  
 DU0009  ___________________________________________________________________
 DU0009  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 DU0009  DYNAMIC HT  -        1339.757 (meters)    4395.52  (feet)  COMP
 DU0009  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 DU0009
 DU0009  VERT ORDER  -  FIRST     CLASS II
 DU0009
 DU0009.The horizontal coordinates were scaled from a topographic map and have
 DU0009.an estimated accuracy of +/- 6 seconds.
 DU0009
 DU0009.The orthometric height was determined by differential leveling
 DU0009.and adjusted in June 1991.
 DU0009
 DU0009.The geoid height was determined by GEOID03.
 DU0009
 DU0009.The dynamic height is computed by dividing the NAVD 88
 DU0009.geopotential number by the normal gravity value computed on the
 DU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0009.degrees latitude (g = 980.6199 gals.).
 DU0009
 DU0009.The modeled gravity was interpolated from observed gravity values.
 DU0009
 DU0009;                    North         East    Units  Estimated Accuracy
 DU0009;SPC AZ E     -   303,390.      213,720.      MT  (+/- 180 meters Scaled)
 DU0009
 DU0009                          SUPERSEDED SURVEY CONTROL
 DU0009
 DU0009  NGVD 29 (??/??/92) 1340.990  (m)         4399.56   (f) ADJ UNCH    1 2
 DU0009
 DU0009.Superseded values are not recommended for survey control.
 DU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0009.See file dsdata.txt to determine how the superseded data were derived.
 DU0009
 DU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC775332(NAD 83)
 DU0009_MARKER: DB = BENCH MARK DISK
 DU0009_SETTING: 80 = SET IN A BOULDER
 DU0009_SP_SET: BOULDER
 DU0009_STAMPING: V 43 1934
 DU0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0009+STABILITY: SURFACE MOTION
 DU0009
 DU0009  HISTORY     - Date     Condition        Report By
 DU0009  HISTORY     - 1934     MONUMENTED       CGS
 DU0009
 DU0009                          STATION DESCRIPTION
 DU0009
 DU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0009'17.5 MI SW FROM WHITERIVER.
 DU0009'IN GILA COUNTY, 17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0009'WHITERIVER, NAVAJO COUNTY, AT THE BRIDGE OVER WHITE RIVER, 30 YARDS
 DU0009'NORTH OF THE MIDDLE OF THE RIVER, 48 FEET EAST OF THE CENTERLINE OF
 DU0009'THE NORTH APPROACH TO THE BRIDGE, AND IN THE TOP OF A LARGE LAVA
 DU0009'BOULDER.  A STANDARD DISK, STAMPED V 43 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0739 ***********************************************************************
 CY0739  DESIGNATION -  V 430
 CY0739  PID         -  CY0739
 CY0739  STATE/COUNTY-  AZ/GRAHAM
 CY0739  USGS QUAD   -  EDEN (1985)
 CY0739
 CY0739                         *CURRENT SURVEY CONTROL
 CY0739  ___________________________________________________________________
 CY0739* NAD 83(1992)-  32 56 25.26145(N)    109 54 24.28286(W)     ADJUSTED  
 CY0739* NAVD 88     -       849.668  (meters)    2787.62   (feet)  ADJUSTED  
 CY0739  ___________________________________________________________________
 CY0739  X           -  -1,824,607.270 (meters)                     COMP
 CY0739  Y           -  -5,038,568.509 (meters)                     COMP
 CY0739  Z           -   3,448,855.909 (meters)                     COMP
 CY0739  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CY0739  ELLIP HEIGHT-         822.528 (meters)          (01/22/07) ADJUSTED
 CY0739  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CY0739  DYNAMIC HT  -         848.489 (meters)    2783.75  (feet)  COMP
 CY0739  MODELED GRAV-     979,223.7   (mgal)                       NAVD 88
 CY0739
 CY0739  HORZ ORDER  -  A
 CY0739  VERT ORDER  -  FIRST     CLASS II
 CY0739  ELLP ORDER  -  FOURTH    CLASS I
 CY0739
 CY0739.The horizontal coordinates were established by GPS observations
 CY0739.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0739
 CY0739.The orthometric height was determined by differential leveling
 CY0739.and adjusted in June 1991.
 CY0739
 CY0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0739
 CY0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0739
 CY0739.The ellipsoidal height was determined by GPS observations
 CY0739.and is referenced to NAD 83.
 CY0739
 CY0739.The geoid height was determined by GEOID03.
 CY0739
 CY0739.The dynamic height is computed by dividing the NAVD 88
 CY0739.geopotential number by the normal gravity value computed on the
 CY0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0739.degrees latitude (g = 980.6199 gals.).
 CY0739
 CY0739.The modeled gravity was interpolated from observed gravity values.
 CY0739
 CY0739;                    North         East     Units Scale Factor Converg.
 CY0739;SPC AZ E     -   215,166.806   237,664.428   MT  0.99990728   +0 08 28.8
 CY0739;SPC AZ E     -   705,927.84    779,738.94   iFT  0.99990728   +0 08 28.8
 CY0739;UTM  12      - 3,645,204.437   602,198.525   MT  0.99972878   +0 35 40.3
 CY0739
 CY0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0739!SPC AZ E     -   0.99987088  x   0.99990728  =   0.99977817
 CY0739!UTM  12      -   0.99987088  x   0.99972878  =   0.99959969
 CY0739
 CY0739                          SUPERSEDED SURVEY CONTROL
 CY0739
 CY0739  NAVD 88 (01/22/07)  849.67   (m)         2787.6    (f) LEVELING    3  
 CY0739
 CY0739.Superseded values are not recommended for survey control.
 CY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0739.See file dsdata.txt to determine how the superseded data were derived.
 CY0739
 CY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0219945204(NAD 83)
 CY0739_MARKER: I = METAL ROD
 CY0739_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0739_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0739_STAMPING: V 430 1979
 CY0739_PROJECTION: FLUSH
 CY0739_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0739+STABILITY: POSITION/ELEVATION WELL
 CY0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0739+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY0739_ROD/PIPE-DEPTH: 13.7 meters
 CY0739_SLEEVE-DEPTH  : 8.23 meters
 CY0739
 CY0739  HISTORY     - Date     Condition        Report By
 CY0739  HISTORY     - 1979     MONUMENTED       NGS
 CY0739  HISTORY     - 20060608 GOOD             GEOANA
 CY0739
 CY0739                          STATION DESCRIPTION
 CY0739
 CY0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0739'5.8 MI NW FROM PIMA.
 CY0739'5.8 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0739'PIMA, SET IN THE RIGHT-OF-WAY BETWEEN THE HIGHWAY AND RAILROAD
 CY0739'TRACKS, AT HIGHWAY MILE POST 314 AND A SMALL REST AREA, 92 FEET
 CY0739'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 68 FEET SOUTH OF THE
 CY0739'MILE POST AND 52 FEET NORTHEAST OF THE NORTHEAST TRACK.
 CY0739'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 CY0739'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 CY0739
 CY0739                          STATION RECOVERY (2006)
 CY0739
 CY0739'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (RKC)
 CY0739'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0241 ***********************************************************************
 CF0241  DESIGNATION -  V 431
 CF0241  PID         -  CF0241
 CF0241  STATE/COUNTY-  AZ/COCHISE
 CF0241  USGS QUAD   -  DOUGLAS NE (1978)
 CF0241
 CF0241                         *CURRENT SURVEY CONTROL
 CF0241  ___________________________________________________________________
 CF0241* NAD 83(1986)-  31 26 44.     (N)    109 36 01.     (W)     SCALED    
 CF0241* NAVD 88     -      1236.925  (meters)    4058.14   (feet)  ADJUSTED  
 CF0241  ___________________________________________________________________
 CF0241  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CF0241  DYNAMIC HT  -        1235.003 (meters)    4051.84  (feet)  COMP
 CF0241  MODELED GRAV-     979,043.5   (mgal)                       NAVD 88
 CF0241
 CF0241  VERT ORDER  -  FIRST     CLASS II
 CF0241
 CF0241.The horizontal coordinates were scaled from a topographic map and have
 CF0241.an estimated accuracy of +/- 6 seconds.
 CF0241
 CF0241.The orthometric height was determined by differential leveling
 CF0241.and adjusted in June 1991.
 CF0241
 CF0241.The geoid height was determined by GEOID03.
 CF0241
 CF0241.The dynamic height is computed by dividing the NAVD 88
 CF0241.geopotential number by the normal gravity value computed on the
 CF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0241.degrees latitude (g = 980.6199 gals.).
 CF0241
 CF0241.The modeled gravity was interpolated from observed gravity values.
 CF0241
 CF0241;                    North         East    Units  Estimated Accuracy
 CF0241;SPC AZ E     -    49,530.      267,190.      MT  (+/- 180 meters Scaled)
 CF0241
 CF0241                          SUPERSEDED SURVEY CONTROL
 CF0241
 CF0241.No superseded survey control is available for this station.
 CF0241
 CF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV330798(NAD 83)
 CF0241_MARKER: I = METAL ROD
 CF0241_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CF0241_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CF0241_STAMPING: V 431 1980
 CF0241_MARK LOGO: NGS   
 CF0241_PROJECTION: FLUSH
 CF0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0241+STABILITY: POSITION/ELEVATION WELL
 CF0241_ROD/PIPE-DEPTH: 6.1  meters
 CF0241_SLEEVE-DEPTH  : 5.2 meters
 CF0241
 CF0241  HISTORY     - Date     Condition        Report By
 CF0241  HISTORY     - 1980     MONUMENTED       NGS
 CF0241  HISTORY     - 19960511 GOOD             CHANCE
 CF0241  HISTORY     - 19981001 GOOD             USPSQD
 CF0241
 CF0241                          STATION DESCRIPTION
 CF0241
 CF0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0241'13.1 KM NW FROM DOUGLAS.
 CF0241'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0241'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, THENCE 10.9
 CF0241'KILOMETERS (6.8 MILES) NORTH ALONG U.S. HIGHWAY 666, 18.75
 CF0241'KILOMETERS (11.7 MILES) SOUTHEAST OF MCNEAL, AT THE ENTRANCE
 CF0241'TO THE BISBEE-DOUGLAS INTERNATIONAL AIRPORT, 0.25 KILOMETER
 CF0241'(0.15 MILE) SOUTHEAST OF HIGHWAY MILEPOST 7, IN LINE WITH
 CF0241'A ROW OF POLES, 24.1 METERS (79 FEET) NORTHEAST OF THE CENTERLINE
 CF0241'OF THE HIGHWAY, 23.3 METERS (76 FEET) EAST OF POWER POLE WITH
 CF0241'TRANSFORMER, 22.3 METERS (73 FEET) SOUTHWEST OF THE CENTER OF A
 CF0241'GRAVEL ROAD LEADING NORTH, 16.0 METERS (52.5 FEET) NORTHWEST
 CF0241'OF THE CENTER OF THE ENTRANCE TO THE AIRPORT, 6.1 METERS (20 FEET)
 CF0241'WEST OF A BRACED POLE WITH A STREET LAMP, 1.4 METERS (4.5 FEET)
 CF0241'NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 CF0241'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CF0241'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
 CF0241
 CF0241                          STATION RECOVERY (1996)
 CF0241
 CF0241'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CF0241'RECOVERY NOTE BY CHANCE 1996  FOUND AS DESCRIBED AND IN GOOD
 CF0241'CONDITION.
 CF0241
 CF0241                          STATION RECOVERY (1998)
 CF0241
 CF0241'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0706 ***********************************************************************
 CY0706  DESIGNATION -  V 436
 CY0706  PID         -  CY0706
 CY0706  STATE/COUNTY-  AZ/GRAHAM
 CY0706  USGS QUAD   -  ARTESIA (1966)
 CY0706
 CY0706                         *CURRENT SURVEY CONTROL
 CY0706  ___________________________________________________________________
 CY0706* NAD 83(1986)-  32 41 32.     (N)    109 42 27.     (W)     SCALED    
 CY0706* NAVD 88     -      1007.449  (meters)    3305.27   (feet)  ADJUSTED  
 CY0706  ___________________________________________________________________
 CY0706  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CY0706  DYNAMIC HT  -        1006.017 (meters)    3300.57  (feet)  COMP
 CY0706  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 CY0706
 CY0706  VERT ORDER  -  FIRST     CLASS II
 CY0706
 CY0706.The horizontal coordinates were scaled from a topographic map and have
 CY0706.an estimated accuracy of +/- 6 seconds.
 CY0706
 CY0706.The orthometric height was determined by differential leveling
 CY0706.and adjusted in June 1991.
 CY0706
 CY0706.The geoid height was determined by GEOID03.
 CY0706
 CY0706.The dynamic height is computed by dividing the NAVD 88
 CY0706.geopotential number by the normal gravity value computed on the
 CY0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0706.degrees latitude (g = 980.6199 gals.).
 CY0706
 CY0706.The modeled gravity was interpolated from observed gravity values.
 CY0706
 CY0706;                    North         East    Units  Estimated Accuracy
 CY0706;SPC AZ E     -   187,720.      256,420.      MT  (+/- 180 meters Scaled)
 CY0706
 CY0706                          SUPERSEDED SURVEY CONTROL
 CY0706
 CY0706.No superseded survey control is available for this station.
 CY0706
 CY0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB211179(NAD 83)
 CY0706_MARKER: DB = BENCH MARK DISK
 CY0706_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0706_SP_SET: STAINLESS STEEL ROD
 CY0706_STAMPING: V 436 1979
 CY0706_PROJECTION: FLUSH
 CY0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0706+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0706_ROD/PIPE-DEPTH: 4.57 meters
 CY0706
 CY0706  HISTORY     - Date     Condition        Report By
 CY0706  HISTORY     - 1979     MONUMENTED       NGS
 CY0706  HISTORY     - 20081010 GOOD             GEOCAC
 CY0706
 CY0706                          STATION DESCRIPTION
 CY0706
 CY0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0706'10.0 MI SOUTH FROM SAFFORD.
 CY0706'10.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0706'HIGHWAY 70 IN SAFFORD, 0.1 MILE SOUTH OF A CONCRETE HIGHWAY BRIDGE
 CY0706'OVER A DRY WASH, 98 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 201
 CY0706'FEET NORTH OF THE CENTERLINE OF A PAVED DRIVE LEADING EAST TO TWO
 CY0706'ABANDONED BUILDINGS, 73.5 FEET EAST OF MILE POST 111, 51.5 FEET WEST-
 CY0706'SOUTHWEST OF ARIZONA DOT BENCH MARK 1569-S AND 1.5 FEET WEST OF THE
 CY0706'EAST RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 CY0706'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0706'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0706
 CY0706                          STATION RECOVERY (2008)
 CY0706
 CY0706'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0706'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0706'41.507' W109  42.443'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1137 ***********************************************************************
 DU1137  DESIGNATION -  V 437
 DU1137  PID         -  DU1137
 DU1137  STATE/COUNTY-  AZ/GRAHAM
 DU1137  USGS QUAD   -  SAN CARLOS (1979)
 DU1137
 DU1137                         *CURRENT SURVEY CONTROL
 DU1137  ___________________________________________________________________
 DU1137* NAD 83(1986)-  33 17 31.     (N)    110 25 40.     (W)     SCALED    
 DU1137* NAVD 88     -       827.844  (meters)    2716.02   (feet)  ADJUSTED  
 DU1137  ___________________________________________________________________
 DU1137  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DU1137  DYNAMIC HT  -         826.743 (meters)    2712.41  (feet)  COMP
 DU1137  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 DU1137
 DU1137  VERT ORDER  -  FIRST     CLASS II
 DU1137
 DU1137.The horizontal coordinates were scaled from a topographic map and have
 DU1137.an estimated accuracy of +/- 6 seconds.
 DU1137
 DU1137.The orthometric height was determined by differential leveling
 DU1137.and adjusted in June 1991.
 DU1137
 DU1137.The geoid height was determined by GEOID03.
 DU1137
 DU1137.The dynamic height is computed by dividing the NAVD 88
 DU1137.geopotential number by the normal gravity value computed on the
 DU1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1137.degrees latitude (g = 980.6199 gals.).
 DU1137
 DU1137.The modeled gravity was interpolated from observed gravity values.
 DU1137
 DU1137;                    North         East    Units  Estimated Accuracy
 DU1137;SPC AZ E     -   254,160.      189,040.      MT  (+/- 180 meters Scaled)
 DU1137
 DU1137                          SUPERSEDED SURVEY CONTROL
 DU1137
 DU1137.No superseded survey control is available for this station.
 DU1137
 DU1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB532837(NAD 83)
 DU1137_MARKER: DB = BENCH MARK DISK
 DU1137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1137_SP_SET: STAINLESS STEEL ROD
 DU1137_STAMPING: V 437 1979
 DU1137_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1137+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1137_ROD/PIPE-DEPTH: 2.7  meters
 DU1137
 DU1137  HISTORY     - Date     Condition        Report By
 DU1137  HISTORY     - 1979     MONUMENTED       NGS
 DU1137  HISTORY     - 20081008 GOOD             GEOCAC
 DU1137
 DU1137                          STATION DESCRIPTION
 DU1137
 DU1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1137'37.4 KM SE FROM GLOBE.
 DU1137'37.4 KILOMETERS (21.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1137'THE NEW COUNTY COURTHOUSE IN GLOBE, AT THE NORTHWEST END OF A REST
 DU1137'AREA, 30.5 METERS (100 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DU1137'25.3 METERS (83 FEET) NORTH OF HIGHWAY MILE POST 273, 2 METERS (6.5
 DU1137'FEET) EAST OF A RIGHT-OF-WAY FENCE POST WITH 2 METAL BRACES AND 0.3
 DU1137'METER (1 FOOT) SOUTH OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE ROD WAS
 DU1137'DRIVEN TO REFUSAL.
 DU1137'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 DU1137'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1137
 DU1137                          STATION RECOVERY (2008)
 DU1137
 DU1137'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1137'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1137'17.533' W110  25.696'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0440 ***********************************************************************
 DT0440  DESIGNATION -  V 438
 DT0440  PID         -  DT0440
 DT0440  STATE/COUNTY-  AZ/GRAHAM
 DT0440  USGS QUAD   -  FORT THOMAS (1989)
 DT0440
 DT0440                         *CURRENT SURVEY CONTROL
 DT0440  ___________________________________________________________________
 DT0440* NAD 83(1986)-  33 03 11.     (N)    109 59 42.     (W)     SCALED    
 DT0440* NAVD 88     -       824.810  (meters)    2706.06   (feet)  ADJUSTED  
 DT0440  ___________________________________________________________________
 DT0440  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DT0440  DYNAMIC HT  -         823.683 (meters)    2702.37  (feet)  COMP
 DT0440  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 DT0440
 DT0440  VERT ORDER  -  FIRST     CLASS II
 DT0440
 DT0440.The horizontal coordinates were scaled from a topographic map and have
 DT0440.an estimated accuracy of +/- 6 seconds.
 DT0440
 DT0440.The orthometric height was determined by differential leveling
 DT0440.and adjusted in June 1991.
 DT0440
 DT0440.The geoid height was determined by GEOID03.
 DT0440
 DT0440.The dynamic height is computed by dividing the NAVD 88
 DT0440.geopotential number by the normal gravity value computed on the
 DT0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0440.degrees latitude (g = 980.6199 gals.).
 DT0440
 DT0440.The modeled gravity was interpolated from observed gravity values.
 DT0440
 DT0440;                    North         East    Units  Estimated Accuracy
 DT0440;SPC AZ E     -   227,650.      229,390.      MT  (+/- 180 meters Scaled)
 DT0440
 DT0440                          SUPERSEDED SURVEY CONTROL
 DT0440
 DT0440.No superseded survey control is available for this station.
 DT0440
 DT0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB938576(NAD 83)
 DT0440_MARKER: DB = BENCH MARK DISK
 DT0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0440_SP_SET: STAINLESS STEEL ROD
 DT0440_STAMPING: V 438 1979
 DT0440_PROJECTION: PROJECTING 5 CENTIMETERS
 DT0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0440+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0440_ROD/PIPE-DEPTH: 10.7 meters
 DT0440
 DT0440  HISTORY     - Date     Condition        Report By
 DT0440  HISTORY     - 1979     MONUMENTED       NGS
 DT0440  HISTORY     - 20081009 GOOD             GEOCAC
 DT0440
 DT0440                          STATION DESCRIPTION
 DT0440
 DT0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0440'2.2 MI NW FROM FT THOMAS.
 DT0440'2.2 MILES NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DT0440'FT. THOMAS, ON THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY,
 DT0440'97 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 30 FEET
 DT0440'NORTHWEST OF THE CENTERLINE OF A DIRT FARM ROAD AND 1 FOOT NORTHEAST
 DT0440'OF THE RAILROAD RIGHT-OF-WAY FENCE.
 DT0440'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 DT0440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0440
 DT0440                          STATION RECOVERY (2008)
 DT0440
 DT0440'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0440'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0440'03.167' W109  59.678'. *NOTE* THE PVC COLLAR HAS BEEN DAMAGED BY
 DT0440'MACHINERY, BUT THE DISK APPEARS INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0081 ***********************************************************************
 DU0081  DESIGNATION -  V 44
 DU0081  PID         -  DU0081
 DU0081  STATE/COUNTY-  AZ/GILA
 DU0081  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0081
 DU0081                         *CURRENT SURVEY CONTROL
 DU0081  ___________________________________________________________________
 DU0081* NAD 83(1986)-  33 29 20.     (N)    110 25 54.     (W)     SCALED    
 DU0081* NAVD 88     -      1119.834  (meters)    3673.99   (feet)  ADJUSTED  
 DU0081  ___________________________________________________________________
 DU0081  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DU0081  DYNAMIC HT  -        1118.314 (meters)    3669.00  (feet)  COMP
 DU0081  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 DU0081
 DU0081  VERT ORDER  -  FIRST     CLASS II
 DU0081
 DU0081.The horizontal coordinates were scaled from a topographic map and have
 DU0081.an estimated accuracy of +/- 6 seconds.
 DU0081
 DU0081.The orthometric height was determined by differential leveling
 DU0081.and adjusted in June 1991.
 DU0081
 DU0081.The geoid height was determined by GEOID03.
 DU0081
 DU0081.The dynamic height is computed by dividing the NAVD 88
 DU0081.geopotential number by the normal gravity value computed on the
 DU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0081.degrees latitude (g = 980.6199 gals.).
 DU0081
 DU0081.The modeled gravity was interpolated from observed gravity values.
 DU0081
 DU0081;                    North         East    Units  Estimated Accuracy
 DU0081;SPC AZ E     -   276,000.      188,740.      MT  (+/- 180 meters Scaled)
 DU0081
 DU0081                          SUPERSEDED SURVEY CONTROL
 DU0081
 DU0081  NGVD 29 (??/??/92) 1119.212  (m)         3671.95   (f) ADJ UNCH    1 2
 DU0081
 DU0081.Superseded values are not recommended for survey control.
 DU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0081.See file dsdata.txt to determine how the superseded data were derived.
 DU0081
 DU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC527056(NAD 83)
 DU0081_MARKER: DB = BENCH MARK DISK
 DU0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0081_STAMPING: V 44 1934
 DU0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0081+STABILITY: SURFACE MOTION
 DU0081
 DU0081  HISTORY     - Date     Condition        Report By
 DU0081  HISTORY     - 1934     MONUMENTED       CGS
 DU0081
 DU0081                          STATION DESCRIPTION
 DU0081
 DU0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0081'11.2 MI N FROM SAN CARLOS.
 DU0081'11.2 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0081'3.0 MILES SOUTHWEST OF CASADOR SPRING, 28 FEET WEST OF THE CENTERLINE
 DU0081'OF THE HIGHWAY, AND 60 FEET EAST OF A ROW POLES.  A STANDARD DISK,
 DU0081'STAMPED V 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0107 ***********************************************************************
 ES0107  DESIGNATION -  V 45
 ES0107  PID         -  ES0107
 ES0107  STATE/COUNTY-  AZ/NAVAJO
 ES0107  USGS QUAD   -  TAYLOR (1970)
 ES0107
 ES0107                         *CURRENT SURVEY CONTROL
 ES0107  ___________________________________________________________________
 ES0107* NAD 83(1986)-  34 25 54.     (N)    110 03 22.     (W)     SCALED    
 ES0107* NAVD 88     -      1729.297  (meters)    5673.54   (feet)  ADJUSTED  
 ES0107  ___________________________________________________________________
 ES0107  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ES0107  DYNAMIC HT  -        1726.807 (meters)    5665.37  (feet)  COMP
 ES0107  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 ES0107
 ES0107  VERT ORDER  -  FIRST     CLASS II
 ES0107
 ES0107.The horizontal coordinates were scaled from a topographic map and have
 ES0107.an estimated accuracy of +/- 6 seconds.
 ES0107
 ES0107.The orthometric height was determined by differential leveling
 ES0107.and adjusted in June 1991.
 ES0107
 ES0107.The geoid height was determined by GEOID03.
 ES0107
 ES0107.The dynamic height is computed by dividing the NAVD 88
 ES0107.geopotential number by the normal gravity value computed on the
 ES0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0107.degrees latitude (g = 980.6199 gals.).
 ES0107
 ES0107.The modeled gravity was interpolated from observed gravity values.
 ES0107
 ES0107;                    North         East    Units  Estimated Accuracy
 ES0107;SPC AZ E     -   380,540.      223,520.      MT  (+/- 180 meters Scaled)
 ES0107
 ES0107                          SUPERSEDED SURVEY CONTROL
 ES0107
 ES0107  NGVD 29 (??/??/92) 1728.483  (m)         5670.86   (f) ADJ UNCH    1 2
 ES0107
 ES0107.Superseded values are not recommended for survey control.
 ES0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0107.See file dsdata.txt to determine how the superseded data were derived.
 ES0107
 ES0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD867104(NAD 83)
 ES0107_MARKER: DB = BENCH MARK DISK
 ES0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0107_STAMPING: V-45 1934
 ES0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0107+STABILITY: SURFACE MOTION
 ES0107
 ES0107  HISTORY     - Date     Condition        Report By
 ES0107  HISTORY     - 1934     MONUMENTED       CGS
 ES0107  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0107
 ES0107                          STATION DESCRIPTION
 ES0107
 ES0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0107'5.2 MI S FROM SNOW FLAKE.
 ES0107'5.2 MILES SOUTH OF, ALONG APACHE RAILROAD 3 POLES NORTH OF WOODEN
 ES0107'BRIDGE NO. 40-A.  50 FEET WEST OF CENTER LINE OF TRACK.  17 FEET SOUTH
 ES0107'OF MILEPOST NO. 40.  SET IN CONCRETE POST 11 INCHES ABOVE GROUND
 ES0107'SURFACE.
 ES0107
 ES0107                          STATION RECOVERY (1983)
 ES0107
 ES0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0185 ***********************************************************************
 ER0185  DESIGNATION -  V 46
 ER0185  PID         -  ER0185
 ER0185  STATE/COUNTY-  AZ/APACHE
 ER0185  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0185
 ER0185                         *CURRENT SURVEY CONTROL
 ER0185  ___________________________________________________________________
 ER0185* NAD 83(1986)-  34 30 08.     (N)    109 21 54.     (W)     SCALED    
 ER0185* NAVD 88     -      1733.965  (meters)    5688.85   (feet)  ADJUSTED  
 ER0185  ___________________________________________________________________
 ER0185  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ER0185  DYNAMIC HT  -        1731.488 (meters)    5680.72  (feet)  COMP
 ER0185  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 ER0185
 ER0185  VERT ORDER  -  SECOND    CLASS 0
 ER0185
 ER0185.The horizontal coordinates were scaled from a topographic map and have
 ER0185.an estimated accuracy of +/- 6 seconds.
 ER0185
 ER0185.The orthometric height was determined by differential leveling
 ER0185.and adjusted in June 1991.
 ER0185
 ER0185.The geoid height was determined by GEOID03.
 ER0185
 ER0185.The dynamic height is computed by dividing the NAVD 88
 ER0185.geopotential number by the normal gravity value computed on the
 ER0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0185.degrees latitude (g = 980.6199 gals.).
 ER0185
 ER0185.The modeled gravity was interpolated from observed gravity values.
 ER0185
 ER0185;                    North         East    Units  Estimated Accuracy
 ER0185;SPC AZ E     -   388,650.      286,980.      MT  (+/- 180 meters Scaled)
 ER0185
 ER0185                          SUPERSEDED SURVEY CONTROL
 ER0185
 ER0185  NGVD 29 (??/??/92) 1733.140  (m)         5686.14   (f) ADJ UNCH    2 0
 ER0185
 ER0185.Superseded values are not recommended for survey control.
 ER0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0185.See file dsdata.txt to determine how the superseded data were derived.
 ER0185
 ER0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD501190(NAD 83)
 ER0185_MARKER: DB = BENCH MARK DISK
 ER0185_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0185_SP_SET: WALL
 ER0185_STAMPING: V 46 1934
 ER0185_MARK LOGO: CGS   
 ER0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0185+STABILITY: SURFACE MOTION
 ER0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0185+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1968
 ER0185
 ER0185  HISTORY     - Date     Condition        Report By
 ER0185  HISTORY     - 1934     MONUMENTED       CGS
 ER0185  HISTORY     - 1965     GOOD             ATT
 ER0185  HISTORY     - 19680826 GOOD             USGS
 ER0185
 ER0185                          STATION DESCRIPTION
 ER0185
 ER0185'DESCRIBED BY AMERICAN T AND T CO 1965
 ER0185'IN ST JOHNS.
 ER0185'AT ST. JOHNS, APACHE COUNTY, ON U.S. HIGHWAY 180 AT THE HIGH SCHOOL, 6
 ER0185'FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, IN THE CENTER OF A
 ER0185'SANDSTONE BLOCK AND ABOUT 2 FEET ABOVE THE THIRD STEP.  A STANDARD
 ER0185'DISK, STAMPED V 46 1934 AND SET VERTICALLY.
 ER0185
 ER0185                          STATION RECOVERY (1968)
 ER0185
 ER0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ER0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1149 ***********************************************************************
 DB1149  DESIGNATION -  V 469
 DB1149  PID         -  DB1149
 DB1149  STATE/COUNTY-  AZ/YUMA
 DB1149  USGS QUAD   -  FORTUNA (1979)
 DB1149
 DB1149                         *CURRENT SURVEY CONTROL
 DB1149  ___________________________________________________________________
 DB1149* NAD 83(1986)-  32 40 12.     (N)    114 28 43.     (W)     SCALED    
 DB1149* NAVD 88     -        64.707  (meters)     212.29   (feet)  ADJUSTED  
 DB1149  ___________________________________________________________________
 DB1149  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DB1149  DYNAMIC HT  -          64.633 (meters)     212.05  (feet)  COMP
 DB1149  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DB1149
 DB1149  VERT ORDER  -  FIRST     CLASS II
 DB1149
 DB1149.The horizontal coordinates were scaled from a topographic map and have
 DB1149.an estimated accuracy of +/- 6 seconds.
 DB1149
 DB1149.The orthometric height was determined by differential leveling
 DB1149.and adjusted in June 1991.
 DB1149
 DB1149.The geoid height was determined by GEOID03.
 DB1149
 DB1149.The dynamic height is computed by dividing the NAVD 88
 DB1149.geopotential number by the normal gravity value computed on the
 DB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1149.degrees latitude (g = 980.6199 gals.).
 DB1149
 DB1149.The modeled gravity was interpolated from observed gravity values.
 DB1149
 DB1149;                    North         East    Units  Estimated Accuracy
 DB1149;SPC AZ W     -   185,400.      145,020.      MT  (+/- 180 meters Scaled)
 DB1149
 DB1149                          SUPERSEDED SURVEY CONTROL
 DB1149
 DB1149.No superseded survey control is available for this station.
 DB1149
 DB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS364175(NAD 83)
 DB1149_MARKER: I = METAL ROD
 DB1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DB1149_SP_SET: STAINLESS STEEL ROD
 DB1149_STAMPING: V 469 1981
 DB1149_MARK LOGO: NGS   
 DB1149_PROJECTION: FLUSH
 DB1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1149_ROD/PIPE-DEPTH: 8.5  meters
 DB1149
 DB1149  HISTORY     - Date     Condition        Report By
 DB1149  HISTORY     - 1981     MONUMENTED       NGS
 DB1149
 DB1149                          STATION DESCRIPTION
 DB1149
 DB1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1149'13.7 KM (8.5 MI) SE FROM YUMA.
 DB1149'13.7 KM (8.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1149'4TH AVENUE IN YUMA, AT A POWER LINE CROSSING, SET IN LINE WITH A ROW
 DB1149'OF POWER POLES AND BETWEEN A POWER POLE AND TO GUY WIRES, 11.3 M
 DB1149'(37.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.7 M (35.0 FT)
 DB1149'WEST OF THE CENTERLINE OF AVENUE 9E, 7.0 M (23.0 FT) EAST OF THE EAST
 DB1149'ONE OF TWO GUY WIRES, 4.4 M (14.5 FT) NORTH OF THE NORTHEAST LEG OF A
 DB1149'SIGN READING -FOOTHILLS SUBDIVISION-, 2.0 M (6.5 FT) NORTHWEST OF
 DB1149'TELEPHONE JUNCTION BOX NUMBER 8995, 1.4 M (4.5 FT) WEST OF A POWER
 DB1149'POLE.
 DB1149'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DB1149'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1205 ***********************************************************************
 DA1205  DESIGNATION -  V 470
 DA1205  PID         -  DA1205
 DA1205  STATE/COUNTY-  AZ/PIMA
 DA1205  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1205
 DA1205                         *CURRENT SURVEY CONTROL
 DA1205  ___________________________________________________________________
 DA1205* NAD 83(1986)-  32 05 27.     (N)    112 46 30.     (W)     SCALED    
 DA1205* NAVD 88     -       597.804  (meters)    1961.30   (feet)  ADJUSTED  
 DA1205  ___________________________________________________________________
 DA1205  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DA1205  DYNAMIC HT  -         597.020 (meters)    1958.72  (feet)  COMP
 DA1205  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 DA1205
 DA1205  VERT ORDER  -  FIRST     CLASS II
 DA1205
 DA1205.The horizontal coordinates were scaled from a topographic map and have
 DA1205.an estimated accuracy of +/- 6 seconds.
 DA1205
 DA1205.The orthometric height was determined by differential leveling
 DA1205.and adjusted in June 1991.
 DA1205
 DA1205.The geoid height was determined by GEOID03.
 DA1205
 DA1205.The dynamic height is computed by dividing the NAVD 88
 DA1205.geopotential number by the normal gravity value computed on the
 DA1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1205.degrees latitude (g = 980.6199 gals.).
 DA1205
 DA1205.The modeled gravity was interpolated from observed gravity values.
 DA1205
 DA1205;                    North         East    Units  Estimated Accuracy
 DA1205;SPC AZ C     -   121,260.      132,340.      MT  (+/- 180 meters Scaled)
 DA1205
 DA1205                          SUPERSEDED SURVEY CONTROL
 DA1205
 DA1205.No superseded survey control is available for this station.
 DA1205
 DA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA324518(NAD 83)
 DA1205_MARKER: DB = BENCH MARK DISK
 DA1205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DA1205_SP_SET: ABUTMENT
 DA1205_STAMPING: V 470 1981
 DA1205_MARK LOGO: NGS   
 DA1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1205
 DA1205  HISTORY     - Date     Condition        Report By
 DA1205  HISTORY     - 1981     MONUMENTED       NGS
 DA1205  HISTORY     - 19941110 GOOD             USPSQD
 DA1205  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 DA1205
 DA1205                          STATION DESCRIPTION
 DA1205
 DA1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1205'20.05 KM (12.45 MI) SW FROM WHY.
 DA1205'20.05 KM (12.45 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA1205'OF STATE HIGHWAY 86 IN WHY, SET IN TOP OF THE SOUTHEAST END OF THE
 DA1205'NORTHEAST ABUTMENT OF A LARGE HIGHWAY BRIDGE OVER ALAMO WASH, 5.5 M
 DA1205'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DA1205'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA1205
 DA1205                          STATION RECOVERY (1994)
 DA1205
 DA1205'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1205'RECOVERED IN GOOD CONDITION.
 DA1205
 DA1205                          STATION RECOVERY (1999)
 DA1205
 DA1205'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0832 ***********************************************************************
 ET0832  DESIGNATION -  V 471
 ET0832  PID         -  ET0832
 ET0832  STATE/COUNTY-  AZ/MOHAVE
 ET0832  USGS QUAD   -  CREAMERY CANYON (1967)
 ET0832
 ET0832                         *CURRENT SURVEY CONTROL
 ET0832  ___________________________________________________________________
 ET0832* NAD 83(1986)-  34 46 43.     (N)    113 59 56.     (W)     SCALED    
 ET0832* NAVD 88     -       819.237  (meters)    2687.78   (feet)  ADJUSTED  
 ET0832  ___________________________________________________________________
 ET0832  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 ET0832  DYNAMIC HT  -         818.282 (meters)    2684.65  (feet)  COMP
 ET0832  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 ET0832
 ET0832  VERT ORDER  -  FIRST     CLASS II
 ET0832
 ET0832.The horizontal coordinates were scaled from a topographic map and have
 ET0832.an estimated accuracy of +/- 6 seconds.
 ET0832
 ET0832.The orthometric height was determined by differential leveling
 ET0832.and adjusted in June 1991.
 ET0832
 ET0832.The geoid height was determined by GEOID03.
 ET0832
 ET0832.The dynamic height is computed by dividing the NAVD 88
 ET0832.geopotential number by the normal gravity value computed on the
 ET0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0832.degrees latitude (g = 980.6199 gals.).
 ET0832
 ET0832.The modeled gravity was interpolated from observed gravity values.
 ET0832
 ET0832;                    North         East    Units  Estimated Accuracy
 ET0832;SPC AZ W     -   419,060.      190,580.      MT  (+/- 180 meters Scaled)
 ET0832
 ET0832                          SUPERSEDED SURVEY CONTROL
 ET0832
 ET0832.No superseded survey control is available for this station.
 ET0832
 ET0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD255525(NAD 83)
 ET0832_MARKER: I = METAL ROD
 ET0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ET0832_SP_SET: STAINLESS STEEL ROD
 ET0832_STAMPING: V 471 1981
 ET0832_MARK LOGO: NGS   
 ET0832_PROJECTION: FLUSH
 ET0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0832_ROD/PIPE-DEPTH: 2.7  meters
 ET0832
 ET0832  HISTORY     - Date     Condition        Report By
 ET0832  HISTORY     - 1981     MONUMENTED       NGS
 ET0832
 ET0832                          STATION DESCRIPTION
 ET0832
 ET0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0832'18.3 KM (11.4 MI) SE FROM YUCCA.
 ET0832'18.3 KM (11.4 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0832'INTERSTATE HIGHWAY 40 IN YUCCA, 1.2 KM (0.75 MI) SOUTHEAST OF THE
 ET0832'JUNCTION OF A DIRT ROAD LEADING NORTHEAST-SOUTHWEST, 16.1 METERS (53.0
 ET0832'FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 28.6 METERS (94.0 FT)
 ET0832'NORTHWEST OF THE CENTERLINE OF A LARGE WASH, 10.7 METERS (35.0 FT)
 ET0832'SOUTHEAST OF THE CENTERLINE OF A SMALL WASH, 7.3 METERS (24.0 FT)
 ET0832'SOUTHEAST OF A GROUP OF FOUR JOSHUA TREES, ROD DRIVEN TO REFUSAL.
 ET0832'THE MARK IS 06 METERS  NE FROM A WITNESS POST.
 ET0832'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0252 ***********************************************************************
 CF0252  DESIGNATION -  V 473
 CF0252  PID         -  CF0252
 CF0252  STATE/COUNTY-  AZ/COCHISE
 CF0252  USGS QUAD   -  DOUGLAS (1978)
 CF0252
 CF0252                         *CURRENT SURVEY CONTROL
 CF0252  ___________________________________________________________________
 CF0252* NAD 83(1986)-  31 20 02.     (N)    109 32 14.     (W)     SCALED    
 CF0252* NAVD 88     -      1230.271  (meters)    4036.31   (feet)  ADJUSTED  
 CF0252  ___________________________________________________________________
 CF0252  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CF0252  DYNAMIC HT  -        1228.355 (meters)    4030.03  (feet)  COMP
 CF0252  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 CF0252
 CF0252  VERT ORDER  -  FIRST     CLASS II
 CF0252
 CF0252.The horizontal coordinates were scaled from a topographic map and have
 CF0252.an estimated accuracy of +/- 6 seconds.
 CF0252
 CF0252.The orthometric height was determined by differential leveling
 CF0252.and adjusted in June 1991.
 CF0252
 CF0252.The geoid height was determined by GEOID03.
 CF0252
 CF0252.The dynamic height is computed by dividing the NAVD 88
 CF0252.geopotential number by the normal gravity value computed on the
 CF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0252.degrees latitude (g = 980.6199 gals.).
 CF0252
 CF0252.The modeled gravity was interpolated from observed gravity values.
 CF0252
 CF0252;                    North         East    Units  Estimated Accuracy
 CF0252;SPC AZ E     -    37,190.      273,260.      MT  (+/- 180 meters Scaled)
 CF0252
 CF0252                          SUPERSEDED SURVEY CONTROL
 CF0252
 CF0252.No superseded survey control is available for this station.
 CF0252
 CF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV391675(NAD 83)
 CF0252_MARKER: B = BOLT
 CF0252_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CF0252+WITH SETTING: PAVEMENT
 CF0252_SP_SET: BORDER MONUMENT FOUNDATION
 CF0252_STAMPING: V 473 1980
 CF0252_MARK LOGO: NGS   
 CF0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0252+STABILITY: SURFACE MOTION
 CF0252
 CF0252  HISTORY     - Date     Condition        Report By
 CF0252  HISTORY     - 1980     MONUMENTED       NGS
 CF0252
 CF0252                          STATION DESCRIPTION
 CF0252
 CF0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0252'2.2 KM (1.3 MI) EAST FROM DOUGLAS.
 CF0252'2.2 KM (1.3 MI) EAST ALONG THE U.S.-MEXICO BORDER FENCE FROM THE U.S.
 CF0252'CUSTOMS HOUSE IN DOUGLAS, THE MARK IS A BOLT IN THE BASE OF BORDER
 CF0252'MONUMENT NUMBER 84A, 10 CM (3 INCHES) SOUTH OF THE SOUTH SIDE OF
 CF0252'THE MONUMENT (MEXICAN SIDE), 1.2 METERS (4.0 FT) SOUTH OF BARBED
 CF0252'WIRE BORDER FENCE, 18.3 METERS (60.0 FT) EAST OF THE CENTERLINE OF A
 CF0252'DIRT ROAD LEADING SOUTH, 4.6 METERS (15.0 FT) NORTH OF THE CENTERLINE
 CF0252'OF THE DIRT ROAD PARALLELING THE FENCE, 4.6 METERS (15.0 FT) EAST OF
 CF0252'A POINT IN LINE WITH THE WEST WALL OF A LARGE BRICK BUILDING. MONUMENT
 CF0252'STANDS 1.8 METERS (6.0 FT) HIGH.
 CF0252'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1259 ***********************************************************************
 DV1259  DESIGNATION -  V 474
 DV1259  PID         -  DV1259
 DV1259  STATE/COUNTY-  AZ/MARICOPA
 DV1259  USGS QUAD   -  UNION HILLS (1981)
 DV1259
 DV1259                         *CURRENT SURVEY CONTROL
 DV1259  ___________________________________________________________________
 DV1259* NAD 83(1986)-  33 39 17.     (N)    112 06 53.     (W)     SCALED    
 DV1259* NAVD 88     -       410.248  (meters)    1345.96   (feet)  ADJUSTED  
 DV1259  ___________________________________________________________________
 DV1259  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DV1259  DYNAMIC HT  -         409.769 (meters)    1344.38  (feet)  COMP
 DV1259  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 DV1259
 DV1259  VERT ORDER  -  FIRST     CLASS II
 DV1259
 DV1259.The horizontal coordinates were scaled from a topographic map and have
 DV1259.an estimated accuracy of +/- 6 seconds.
 DV1259
 DV1259.The orthometric height was determined by differential leveling
 DV1259.and adjusted in June 1991.
 DV1259
 DV1259.The geoid height was determined by GEOID03.
 DV1259
 DV1259.The dynamic height is computed by dividing the NAVD 88
 DV1259.geopotential number by the normal gravity value computed on the
 DV1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1259.degrees latitude (g = 980.6199 gals.).
 DV1259
 DV1259.The modeled gravity was interpolated from observed gravity values.
 DV1259
 DV1259;                    North         East    Units  Estimated Accuracy
 DV1259;SPC AZ C     -   294,380.      194,990.      MT  (+/- 180 meters Scaled)
 DV1259
 DV1259                          SUPERSEDED SURVEY CONTROL
 DV1259
 DV1259.No superseded survey control is available for this station.
 DV1259
 DV1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966244(NAD 83)
 DV1259_MARKER: DB = BENCH MARK DISK
 DV1259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1259_SP_SET: BRIDGE PIER
 DV1259_STAMPING: V 474 1981
 DV1259_MARK LOGO: NGS   
 DV1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1259
 DV1259  HISTORY     - Date     Condition        Report By
 DV1259  HISTORY     - 1981     MONUMENTED       NGS
 DV1259  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 DV1259
 DV1259                          STATION DESCRIPTION
 DV1259
 DV1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1259'19.8 KM (12.3 MI) NORTH FROM PHOENIX.
 DV1259'19.8 KM (12.3 MI) NORTH ALONG INTERSATE HIGHWAY 17 FROM THE
 DV1259'INTERSECTION OF GRAND AVENUE AT PHOENIX, AT THE UNION HILLS DRIVE
 DV1259'OVERPASS, SET VERTICALLY IN THE WEST FACE OF THE NORTH PIER OF THE
 DV1259'SOUTH BOUND TRAFFIC LANES, 2.0 METERS (6.5 FT) NORTH OF THE NORTH
 DV1259'CURB OF THE DRIVE, 25 METERS (82 FT) EAST OF THE EAST CURB OF THE WEST
 DV1259'FRONTAGE ROAD, 1.5 METERS (5 FT) ABOVE THE SIDEWALK.
 DV1259'THE MARK IS 1.7 M ABOVE THE DRIVE.
 DV1259
 DV1259                          STATION RECOVERY (2006)
 DV1259
 DV1259'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1259'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV1259'MARK. APPARENTLY COVERED OR DESTROYED BY FREEWAY CONSTRUCTION
 DV1259'ACTIVITIES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1285 ***********************************************************************
 DV1285  DESIGNATION -  V 475
 DV1285  PID         -  DV1285
 DV1285  STATE/COUNTY-  AZ/MARICOPA
 DV1285  USGS QUAD   -  WINTERSBURG (1984)
 DV1285
 DV1285                         *CURRENT SURVEY CONTROL
 DV1285  ___________________________________________________________________
 DV1285* NAD 83(1986)-  33 29 08.     (N)    112 45 22.     (W)     SCALED    
 DV1285* NAVD 88     -       326.710  (meters)    1071.88   (feet)  ADJUSTED  
 DV1285  ___________________________________________________________________
 DV1285  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV1285  DYNAMIC HT  -         326.334 (meters)    1070.65  (feet)  COMP
 DV1285  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 DV1285
 DV1285  VERT ORDER  -  FIRST     CLASS II
 DV1285
 DV1285.The horizontal coordinates were scaled from a topographic map and have
 DV1285.an estimated accuracy of +/- 6 seconds.
 DV1285
 DV1285.The orthometric height was determined by differential leveling
 DV1285.and adjusted in June 1991.
 DV1285
 DV1285.The geoid height was determined by GEOID03.
 DV1285
 DV1285.The dynamic height is computed by dividing the NAVD 88
 DV1285.geopotential number by the normal gravity value computed on the
 DV1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1285.degrees latitude (g = 980.6199 gals.).
 DV1285
 DV1285.The modeled gravity was interpolated from observed gravity values.
 DV1285
 DV1285;                    North         East    Units  Estimated Accuracy
 DV1285;SPC AZ C     -   275,910.      135,350.      MT  (+/- 180 meters Scaled)
 DV1285
 DV1285                          SUPERSEDED SURVEY CONTROL
 DV1285
 DV1285.No superseded survey control is available for this station.
 DV1285
 DV1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC368064(NAD 83)
 DV1285_MARKER: I = METAL ROD
 DV1285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1285_SP_SET: STAINLESS STEEL ROD
 DV1285_STAMPING: V 475 1981
 DV1285_MARK LOGO: NGS   
 DV1285_PROJECTION: FLUSH
 DV1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1285_ROD/PIPE-DEPTH: 11.5 meters
 DV1285
 DV1285  HISTORY     - Date     Condition        Report By
 DV1285  HISTORY     - 1981     MONUMENTED       NGS
 DV1285  HISTORY     - 20010420 GOOD             MCDOT
 DV1285  HISTORY     - 20080530 GOOD             GEOCAC
 DV1285
 DV1285                          STATION DESCRIPTION
 DV1285
 DV1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1285'16.9 KM (10.55 MI) EAST FROM TONOPAH.
 DV1285'16.9 KM (10.55 MI) EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1285'AT TONOPAH, 20. KM (12.45 MI) NORTHWEST OF BUCKEYE, AT THE WESTERN
 DV1285'SIDE OF HASSAYAMPA RIVER BASIN BETWEEN A DRY WASH AND THE T JUNCTION
 DV1285'OF A DIRT ROAD LEADING NORTH, 9 METERS (29.5 FT) SOUTH OF THE CENTER
 DV1285'LINE OF YUMA ROAD, 66.8 METERS (219 FT) WEST OF THE EXTENDED CENTER
 DV1285'LINE OF THE DIRT ROAD, 57.5 METERS (188.5 FT) EAST OF A FLOOD
 DV1285'CONTROL WATER LEVEL STAFF, 2.8 METERS (9.2 FT) WEST OF A 18-INCH
 DV1285'IRONWOOD TREE.
 DV1285'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DV1285'THE MARK IS 0.5 M ABOVE YUMA ROAD.
 DV1285
 DV1285                          STATION RECOVERY (2001)
 DV1285
 DV1285'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV1285'FROM INTERSECTION OF MCDOWELL + PALO VERDE RDS. GO 2.2 MILES W TO
 DV1285'JOHNSON RD. THENCE 2.7 MILES NW TO BM V475
 DV1285'NGS VERT. CONTROL MARK .6' STAIN. STEEL ROD IN W/ METAL SURVEY MARKER
 DV1285' 
 DV1285' 
 DV1285' 
 DV1285' 
 DV1285' 
 DV1285' 
 DV1285' 
 DV1285' 
 DV1285
 DV1285                          STATION RECOVERY (2008)
 DV1285
 DV1285'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV1285'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV1285'33 29 08.7 (N)   112 45 22.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1354 ***********************************************************************
 DV1354  DESIGNATION -  V 476
 DV1354  PID         -  DV1354
 DV1354  STATE/COUNTY-  AZ/MARICOPA
 DV1354  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1354
 DV1354                         *CURRENT SURVEY CONTROL
 DV1354  ___________________________________________________________________
 DV1354* NAD 83(1986)-  33 32 50.     (N)    113 10 56.     (W)     SCALED    
 DV1354* NAVD 88     -       381.748  (meters)    1252.45   (feet)  ADJUSTED  
 DV1354  ___________________________________________________________________
 DV1354  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV1354  DYNAMIC HT  -         381.303 (meters)    1250.99  (feet)  COMP
 DV1354  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 DV1354
 DV1354  VERT ORDER  -  FIRST     CLASS II
 DV1354
 DV1354.The horizontal coordinates were scaled from a topographic map and have
 DV1354.an estimated accuracy of +/- 6 seconds.
 DV1354
 DV1354.The orthometric height was determined by differential leveling
 DV1354.and adjusted in June 1991.
 DV1354
 DV1354.The geoid height was determined by GEOID03.
 DV1354
 DV1354.The dynamic height is computed by dividing the NAVD 88
 DV1354.geopotential number by the normal gravity value computed on the
 DV1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1354.degrees latitude (g = 980.6199 gals.).
 DV1354
 DV1354.The modeled gravity was interpolated from observed gravity values.
 DV1354
 DV1354;                    North         East    Units  Estimated Accuracy
 DV1354;SPC AZ C     -   283,160.       95,830.      MT  (+/- 180 meters Scaled)
 DV1354
 DV1354                          SUPERSEDED SURVEY CONTROL
 DV1354
 DV1354.No superseded survey control is available for this station.
 DV1354
 DV1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC973140(NAD 83)
 DV1354_MARKER: I = METAL ROD
 DV1354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1354_SP_SET: STAINLESS STEEL ROD
 DV1354_STAMPING: V 476 1981
 DV1354_MARK LOGO: NGS   
 DV1354_PROJECTION: FLUSH
 DV1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1354_ROD/PIPE-DEPTH: 6.4  meters
 DV1354
 DV1354  HISTORY     - Date     Condition        Report By
 DV1354  HISTORY     - 1981     MONUMENTED       NGS
 DV1354
 DV1354                          STATION DESCRIPTION
 DV1354
 DV1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1354'24.8 KM (15.4 MI) NW FROM TONOPAH.
 DV1354'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1354'AT TONOPAH, THENCE 13.8 KM (8.55 MI) NORTHWEST ALONG SALOME ROAD,
 DV1354'0.25 KM (0.15 MI) NORTHWEST OF THE NORTHWEST END OF A CURVE IN THE
 DV1354'ROAD, 19.8 METERS (65 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 DV1354'36.1 METERS (118.5 FT) SOUTHWEST OF AND ACROSS THE ROAD FROM A LONE
 DV1354'MESQUITE TREE, 71.9 METERS (235.8 FT) NORTHEAST OF AN UNDERGROUND
 DV1354'TELEPHONE CABLE WOODEN WITNESS POLE 302.
 DV1354'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 DV1354'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1384 ***********************************************************************
 DV1384  DESIGNATION -  V 477
 DV1384  PID         -  DV1384
 DV1384  STATE/COUNTY-  AZ/LA PAZ
 DV1384  USGS QUAD   -  HARCUVAR (1990)
 DV1384
 DV1384                         *CURRENT SURVEY CONTROL
 DV1384  ___________________________________________________________________
 DV1384* NAD 83(1986)-  33 46 26.     (N)    113 37 45.     (W)     SCALED    
 DV1384* NAVD 88     -       576.393  (meters)    1891.05   (feet)  ADJUSTED  
 DV1384  ___________________________________________________________________
 DV1384  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DV1384  DYNAMIC HT  -         575.715 (meters)    1888.83  (feet)  COMP
 DV1384  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 DV1384
 DV1384  VERT ORDER  -  FIRST     CLASS II
 DV1384
 DV1384.The horizontal coordinates were scaled from a topographic map and have
 DV1384.an estimated accuracy of +/- 6 seconds.
 DV1384
 DV1384.The orthometric height was determined by differential leveling
 DV1384.and adjusted in June 1991.
 DV1384
 DV1384.The geoid height was determined by GEOID03.
 DV1384
 DV1384.The dynamic height is computed by dividing the NAVD 88
 DV1384.geopotential number by the normal gravity value computed on the
 DV1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1384.degrees latitude (g = 980.6199 gals.).
 DV1384
 DV1384.The modeled gravity was interpolated from observed gravity values.
 DV1384
 DV1384;                    North         East    Units  Estimated Accuracy
 DV1384;SPC AZ W     -   307,590.      224,550.      MT  (+/- 180 meters Scaled)
 DV1384
 DV1384                          SUPERSEDED SURVEY CONTROL
 DV1384
 DV1384.No superseded survey control is available for this station.
 DV1384
 DV1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC565401(NAD 83)
 DV1384_MARKER: I = METAL ROD
 DV1384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1384_SP_SET: STAINLESS STEEL ROD
 DV1384_STAMPING: V 477 1981
 DV1384_MARK LOGO: NGS   
 DV1384_PROJECTION: FLUSH
 DV1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1384+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2009
 DV1384_ROD/PIPE-DEPTH: 7.3  meters
 DV1384
 DV1384  HISTORY     - Date     Condition        Report By
 DV1384  HISTORY     - 1981     MONUMENTED       NGS
 DV1384  HISTORY     - 1981     GOOD             NGS
 DV1384  HISTORY     - 20090128 GOOD             GEOCAC
 DV1384
 DV1384                          STATION DESCRIPTION
 DV1384
 DV1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1384'1.8 KM (1.1 MI) SW FROM SALOME.
 DV1384'1.8 KM (1.1 MI) SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1384'SALOME ROAD AT SALOME, AT THE T JUNCTION OF MONTYS DRIVE, 0.7 KM
 DV1384'(0.45 MI) NORTHEAST OF HIGHWAY MILE POST 55, 14.9 METERS (49 FT)
 DV1384'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.7 METERS (22 FT)
 DV1384'SOUTHWEST OF THE EXTENDED CENTERLINE OF THE DRIVE, 28.6 METERS
 DV1384'(94 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE ATCHISON TOPEKA AND
 DV1384'SANTA FE RAILWAY, 44 METERS (144.5 FT) EAST-SOUTHEAST OF AND ACROSS
 DV1384'THE TRACKS FROM RAILWAY MILE POST 51, 1.2 METERS (4.0 FT) NORTHWEST
 DV1384'OF T JUNCTION TELEPHONE POLE 242.
 DV1384'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 DV1384'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 DV1384
 DV1384                          STATION RECOVERY (1981)
 DV1384
 DV1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1384'RECOVERED IN GOOD CONDITION.
 DV1384
 DV1384                          STATION RECOVERY (2009)
 DV1384
 DV1384'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DV1384'HH2 (NAD 83) 33 46 26.2 (N)  113 37 44.8 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1312 ***********************************************************************
 DW1312  DESIGNATION -  V 478
 DW1312  PID         -  DW1312
 DW1312  STATE/COUNTY-  AZ/LA PAZ
 DW1312  USGS QUAD   -  PLOMOSA PASS (1990)
 DW1312
 DW1312                         *CURRENT SURVEY CONTROL
 DW1312  ___________________________________________________________________
 DW1312* NAD 83(1986)-  33 40 45.     (N)    114 05 03.     (W)     SCALED    
 DW1312* NAVD 88     -       451.340  (meters)    1480.77   (feet)  ADJUSTED  
 DW1312  ___________________________________________________________________
 DW1312  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DW1312  DYNAMIC HT  -         450.822 (meters)    1479.07  (feet)  COMP
 DW1312  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DW1312
 DW1312  VERT ORDER  -  FIRST     CLASS II
 DW1312
 DW1312.The horizontal coordinates were scaled from a topographic map and have
 DW1312.an estimated accuracy of +/- 6 seconds.
 DW1312
 DW1312.The orthometric height was determined by differential leveling
 DW1312.and adjusted in June 1991.
 DW1312
 DW1312.The geoid height was determined by GEOID03.
 DW1312
 DW1312.The dynamic height is computed by dividing the NAVD 88
 DW1312.geopotential number by the normal gravity value computed on the
 DW1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1312.degrees latitude (g = 980.6199 gals.).
 DW1312
 DW1312.The modeled gravity was interpolated from observed gravity values.
 DW1312
 DW1312;                    North         East    Units  Estimated Accuracy
 DW1312;SPC AZ W     -   297,130.      182,380.      MT  (+/- 180 meters Scaled)
 DW1312
 DW1312                          SUPERSEDED SURVEY CONTROL
 DW1312
 DW1312.No superseded survey control is available for this station.
 DW1312
 DW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT703304(NAD 83)
 DW1312_MARKER: DB = BENCH MARK DISK
 DW1312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DW1312_SP_SET: BRIDGE PIER
 DW1312_STAMPING: V 478 1981
 DW1312_MARK LOGO: NGS   
 DW1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1312
 DW1312  HISTORY     - Date     Condition        Report By
 DW1312  HISTORY     - 1981     MONUMENTED       NGS
 DW1312
 DW1312                          STATION DESCRIPTION
 DW1312
 DW1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1312'12.7 KM (7.9 MI) EAST FROM QUARTZSITE.
 DW1312'12.7 KM (7.9 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1312'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.55 KM (0.35 MI) WEST OF HIGHWAY
 DW1312'MILEPOST 27, SET VERTICALLY IN THE NORTH FACE OF THE CENTER PIER FOR
 DW1312'THE GOLD NUGGET ROAD OVERPASS, 16.6 METERS (54.5 FT) SOUTH OF THE
 DW1312'CENTERLINE OF THE WEST-BOUND LANES, 1.8 METERS (6.0 FT) WEST OF THE
 DW1312'EAST END OF THE PIER, 1.5 METERS (5.0 FT) ABOVE THE GROUND.
 DW1312'THE MARK IS 1.2 M ABOVE THE WEST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1477 ***********************************************************************
 DV1477  DESIGNATION -  V 479
 DV1477  PID         -  DV1477
 DV1477  STATE/COUNTY-  AZ/LA PAZ
 DV1477  USGS QUAD   -  SALOME (1990)
 DV1477
 DV1477                         *CURRENT SURVEY CONTROL
 DV1477  ___________________________________________________________________
 DV1477* NAD 83(1986)-  33 49 27.     (N)    113 32 25.     (W)     SCALED    
 DV1477* NAVD 88     -       570.425  (meters)    1871.47   (feet)  ADJUSTED  
 DV1477  ___________________________________________________________________
 DV1477  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DV1477  DYNAMIC HT  -         569.751 (meters)    1869.26  (feet)  COMP
 DV1477  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 DV1477
 DV1477  VERT ORDER  -  FIRST     CLASS II
 DV1477
 DV1477.The horizontal coordinates were scaled from a topographic map and have
 DV1477.an estimated accuracy of +/- 6 seconds.
 DV1477
 DV1477.The orthometric height was determined by differential leveling
 DV1477.and adjusted in June 1991.
 DV1477
 DV1477.The geoid height was determined by GEOID03.
 DV1477
 DV1477.The dynamic height is computed by dividing the NAVD 88
 DV1477.geopotential number by the normal gravity value computed on the
 DV1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1477.degrees latitude (g = 980.6199 gals.).
 DV1477
 DV1477.The modeled gravity was interpolated from observed gravity values.
 DV1477
 DV1477;                    North         East    Units  Estimated Accuracy
 DV1477;SPC AZ W     -   313,180.      232,770.      MT  (+/- 180 meters Scaled)
 DV1477
 DV1477                          SUPERSEDED SURVEY CONTROL
 DV1477
 DV1477.No superseded survey control is available for this station.
 DV1477
 DV1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC648455(NAD 83)
 DV1477_MARKER: DB = BENCH MARK DISK
 DV1477_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1477+WITH SETTING: PAVEMENT
 DV1477_SP_SET: CONCRETE WELL CASING PAD
 DV1477_STAMPING: V 479 1981
 DV1477_MARK LOGO: NGS   
 DV1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1477+STABILITY: POSITION/ELEVATION WELL
 DV1477
 DV1477  HISTORY     - Date     Condition        Report By
 DV1477  HISTORY     - 1981     MONUMENTED       NGS
 DV1477
 DV1477                          STATION DESCRIPTION
 DV1477
 DV1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1477'0.2 KM (0.1 MI) NE FROM WENDEN.
 DV1477'0.2 KM (0.1 MI) NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DV1477'RAILROAD FROM THE WENDEN-LAKE ALAMO ROAD CROSSING IN WENDEN, SET IN
 DV1477'TOP OF THE EAST CORNER OF A 4 X 4 FOOT CONCRETE PAD FOR THE WENDEN
 DV1477'CITY WATER PUMP, 63.3 METERS (208 FT) NORTHWEST OF THE NORTHWEST RAIL
 DV1477'OF THE TRACKS, 44.1 METERS (145 FT) SOUTHEAST OF THE EAST CORNER OF A
 DV1477'LARGE CINDER BLOCK AUDITORIUM FOR THE WENDEN SCHOOL, 5.6 METERS (18.5
 DV1477'FT) WEST OF THE SOUTH STEEL LEG OF THE WENDEN CITY WATER TOWER.
 DV1477'NOTE-WELL CASING DEPTH IS 788 FT, PUMP AND MARK ARE ENCLOSED BY A
 DV1477'CHAIN LINK FENCE, KEY CAN BE OBTAINED FROM THE CITY WATER WORKS.
 DV1477'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0035 ***********************************************************************
 GP0035  DESIGNATION -  V 48
 GP0035  PID         -  GP0035
 GP0035  STATE/COUNTY-  AZ/NAVAJO
 GP0035  USGS QUAD   -  KAYENTA WEST (1968)
 GP0035
 GP0035                         *CURRENT SURVEY CONTROL
 GP0035  ___________________________________________________________________
 GP0035* NAD 83(1986)-  36 41 56.     (N)    110 19 35.     (W)     SCALED    
 GP0035* NAVD 88     -      1787.656  (meters)    5865.00   (feet)  ADJUSTED  
 GP0035  ___________________________________________________________________
 GP0035  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GP0035  DYNAMIC HT  -        1785.447 (meters)    5857.75  (feet)  COMP
 GP0035  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 GP0035
 GP0035  VERT ORDER  -  FIRST     CLASS II
 GP0035
 GP0035.The horizontal coordinates were scaled from a topographic map and have
 GP0035.an estimated accuracy of +/- 6 seconds.
 GP0035
 GP0035.The orthometric height was determined by differential leveling
 GP0035.and adjusted in June 1991.
 GP0035
 GP0035.The geoid height was determined by GEOID03.
 GP0035
 GP0035.The dynamic height is computed by dividing the NAVD 88
 GP0035.geopotential number by the normal gravity value computed on the
 GP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0035.degrees latitude (g = 980.6199 gals.).
 GP0035
 GP0035.The modeled gravity was interpolated from observed gravity values.
 GP0035
 GP0035;                    North         East    Units  Estimated Accuracy
 GP0035;SPC AZ E     -   632,070.      199,090.      MT  (+/- 180 meters Scaled)
 GP0035
 GP0035                          SUPERSEDED SURVEY CONTROL
 GP0035
 GP0035  NGVD 29 (??/??/92) 1786.692  (m)         5861.84   (f) ADJ UNCH    1 2
 GP0035
 GP0035.Superseded values are not recommended for survey control.
 GP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0035.See file dsdata.txt to determine how the superseded data were derived.
 GP0035
 GP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF601616(NAD 83)
 GP0035_MARKER: DB = BENCH MARK DISK
 GP0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0035_STAMPING: V 48 1934
 GP0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0035+STABILITY: SURFACE MOTION
 GP0035
 GP0035  HISTORY     - Date     Condition        Report By
 GP0035  HISTORY     - 1934     MONUMENTED       CGS
 GP0035  HISTORY     - 1968     MARK NOT FOUND   USGS
 GP0035
 GP0035                          STATION DESCRIPTION
 GP0035
 GP0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0035'4.9 MI SW FROM KAYENTA.
 GP0035'4.9 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0035'COUNTY, 187 YARDS SOUTHWEST OF A WOODEN-BOX CULVERT, AND 55 FEET
 GP0035'NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED V
 GP0035'48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GP0035
 GP0035                          STATION RECOVERY (1968)
 GP0035
 GP0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GP0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0765 ***********************************************************************
 ET0765  DESIGNATION -  V 480
 ET0765  PID         -  ET0765
 ET0765  STATE/COUNTY-  AZ/LA PAZ
 ET0765  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0765
 ET0765                         *CURRENT SURVEY CONTROL
 ET0765  ___________________________________________________________________
 ET0765* NAD 83(1986)-  34 11 36.     (N)    113 29 30.     (W)     SCALED    
 ET0765* NAVD 88     -       529.109  (meters)    1735.92   (feet)  ADJUSTED  
 ET0765  ___________________________________________________________________
 ET0765  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ET0765  DYNAMIC HT  -         528.509 (meters)    1733.95  (feet)  COMP
 ET0765  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 ET0765
 ET0765  VERT ORDER  -  FIRST     CLASS II
 ET0765
 ET0765.The horizontal coordinates were scaled from a topographic map and have
 ET0765.an estimated accuracy of +/- 6 seconds.
 ET0765
 ET0765.The orthometric height was determined by differential leveling
 ET0765.and adjusted in June 1991.
 ET0765
 ET0765.The geoid height was determined by GEOID03.
 ET0765
 ET0765.The dynamic height is computed by dividing the NAVD 88
 ET0765.geopotential number by the normal gravity value computed on the
 ET0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0765.degrees latitude (g = 980.6199 gals.).
 ET0765
 ET0765.The modeled gravity was interpolated from observed gravity values.
 ET0765
 ET0765;                    North         East    Units  Estimated Accuracy
 ET0765;SPC AZ W     -   354,140.      237,170.      MT  (+/- 180 meters Scaled)
 ET0765
 ET0765                          SUPERSEDED SURVEY CONTROL
 ET0765
 ET0765.No superseded survey control is available for this station.
 ET0765
 ET0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC703864(NAD 83)
 ET0765_MARKER: DB = BENCH MARK DISK
 ET0765_SETTING: 66 = SET IN ROCK OUTCROP
 ET0765_SP_SET: ROCK OUTCROP
 ET0765_STAMPING: V 480 1981
 ET0765_MARK LOGO: NGS   
 ET0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0765+STABILITY: POSITION/ELEVATION WELL
 ET0765
 ET0765  HISTORY     - Date     Condition        Report By
 ET0765  HISTORY     - 1981     MONUMENTED       NGS
 ET0765  HISTORY     - 19990306 GOOD             USPSQD
 ET0765  HISTORY     - 20081016 GOOD             GEOCAC
 ET0765
 ET0765                          STATION DESCRIPTION
 ET0765
 ET0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0765'13.7 KM (8.5 MI) SE FROM ALAMO LAKE.
 ET0765'13.7 KM (8.5 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0765'SOUTHEAST END OF ALAMO DAM, 0.5 KM (0.3 MI) SOUTH OF THE Y JUNCTION OF
 ET0765'A DIRT ROAD LEADING TO THE WAYSIDE INN, ON THE INSIDE OF THE NORTH END
 ET0765'OF A SLIGHT ROAD CURVE, SET IN A SHELF OF OUTCROP AT THE CENTER OF A
 ET0765'LOW FRACTURED ROCK ROAD CUT, 6.1 METERS (20.0 FT) EAST OF THE
 ET0765'CENTERLINE OF THE ROAD, 49.4 METERS (162 FT) SOUTH OF THE NORTH END OF
 ET0765'THE CUT, 30.5 METERS (100 FT) NORTH OF THE SOUTH END OF THE CUT.
 ET0765'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ET0765'THE MARK IS 0.5 M ABOVE THE ROAD CENTERLINE.
 ET0765
 ET0765                          STATION RECOVERY (1999)
 ET0765
 ET0765'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0765'RECOVERED IN GOOD CONDITION.
 ET0765
 ET0765                          STATION RECOVERY (2008)
 ET0765
 ET0765'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0765'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0765' 
 ET0765'N 34 11.584'  W 113 29.522'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0803 ***********************************************************************
 ET0803  DESIGNATION -  V 481
 ET0803  PID         -  ET0803
 ET0803  STATE/COUNTY-  AZ/MOHAVE
 ET0803  USGS QUAD   -  SIGNAL (1990)
 ET0803
 ET0803                         *CURRENT SURVEY CONTROL
 ET0803  ___________________________________________________________________
 ET0803* NAD 83(1986)-  34 25 48.     (N)    113 44 16.     (W)     SCALED    
 ET0803* NAVD 88     -       731.500  (meters)    2399.93   (feet)  ADJUSTED  
 ET0803  ___________________________________________________________________
 ET0803  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ET0803  DYNAMIC HT  -         730.647 (meters)    2397.13  (feet)  COMP
 ET0803  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 ET0803
 ET0803  VERT ORDER  -  FIRST     CLASS II
 ET0803
 ET0803.The horizontal coordinates were scaled from a topographic map and have
 ET0803.an estimated accuracy of +/- 6 seconds.
 ET0803
 ET0803.The orthometric height was determined by differential leveling
 ET0803.and adjusted in June 1991.
 ET0803
 ET0803.The geoid height was determined by GEOID03.
 ET0803
 ET0803.The dynamic height is computed by dividing the NAVD 88
 ET0803.geopotential number by the normal gravity value computed on the
 ET0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0803.degrees latitude (g = 980.6199 gals.).
 ET0803
 ET0803.The modeled gravity was interpolated from observed gravity values.
 ET0803
 ET0803;                    North         East    Units  Estimated Accuracy
 ET0803;SPC AZ W     -   380,360.      214,480.      MT  (+/- 180 meters Scaled)
 ET0803
 ET0803                          SUPERSEDED SURVEY CONTROL
 ET0803
 ET0803.No superseded survey control is available for this station.
 ET0803
 ET0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD484132(NAD 83)
 ET0803_MARKER: DB = BENCH MARK DISK
 ET0803_SETTING: 66 = SET IN ROCK OUTCROP
 ET0803_SP_SET: ROCK OUTCROP
 ET0803_STAMPING: V 481 1981
 ET0803_MARK LOGO: NGS   
 ET0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0803+STABILITY: POSITION/ELEVATION WELL
 ET0803
 ET0803  HISTORY     - Date     Condition        Report By
 ET0803  HISTORY     - 1981     MONUMENTED       NGS
 ET0803
 ET0803                          STATION DESCRIPTION
 ET0803
 ET0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0803'67.6 KM (42.0 MI) SE FROM YUCCA.
 ET0803'67.6 KM (42.0 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0803'INTERSTATE HIGHWAY 40 IN YUCCA, AT A POINT WHERE A BEND IN A DRY WASH
 ET0803'MEETS THE ROAD, IN A SMALL FLAT AREA SOUTH OF A LARGE FRACTURED,
 ET0803'YELLOW CONGLOMERATE OUTCROP, SET IN TOP OF THE WEST EDGE OF AN 8 X 6
 ET0803'FOOT GRAY OUTCROP PROJECTING 2 FEET, 9.3 METERS (30.5 FT) WEST OF THE
 ET0803'CENTERLINE OF THE ROAD, 9.4 METERS (31.0 FT) SOUTHEAST OF THE
 ET0803'SOUTHEAST FACE OF A LARGE, POINTED CONGLOMERATE BOULDER, 1.7 METERS
 ET0803'(5.5 FT) SOUTH OF THE NORTH END OF THE OUTCROP, 0.6 METERS (2.0 FT)
 ET0803'EAST OF THE WEST END OF THE OUTCROP.
 ET0803'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 ET0803'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0781 ***********************************************************************
 EU0781  DESIGNATION -  V 484
 EU0781  PID         -  EU0781
 EU0781  STATE/COUNTY-  AZ/MOHAVE
 EU0781  USGS QUAD   -  YUCCA (1970)
 EU0781
 EU0781                         *CURRENT SURVEY CONTROL
 EU0781  ___________________________________________________________________
 EU0781* NAD 83(1986)-  34 48 01.     (N)    114 09 21.     (W)     SCALED    
 EU0781* NAVD 88     -       483.605  (meters)    1586.63   (feet)  ADJUSTED  
 EU0781  ___________________________________________________________________
 EU0781  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EU0781  DYNAMIC HT  -         483.065 (meters)    1584.86  (feet)  COMP
 EU0781  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 EU0781
 EU0781  VERT ORDER  -  FIRST     CLASS II
 EU0781
 EU0781.The horizontal coordinates were scaled from a topographic map and have
 EU0781.an estimated accuracy of +/- 6 seconds.
 EU0781
 EU0781.The orthometric height was determined by differential leveling
 EU0781.and adjusted in June 1991.
 EU0781
 EU0781.The geoid height was determined by GEOID03.
 EU0781
 EU0781.The dynamic height is computed by dividing the NAVD 88
 EU0781.geopotential number by the normal gravity value computed on the
 EU0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0781.degrees latitude (g = 980.6199 gals.).
 EU0781
 EU0781.The modeled gravity was interpolated from observed gravity values.
 EU0781
 EU0781;                    North         East    Units  Estimated Accuracy
 EU0781;SPC AZ W     -   421,510.      176,230.      MT  (+/- 180 meters Scaled)
 EU0781
 EU0781                          SUPERSEDED SURVEY CONTROL
 EU0781
 EU0781.No superseded survey control is available for this station.
 EU0781
 EU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU602545(NAD 83)
 EU0781_MARKER: DB = BENCH MARK DISK
 EU0781_SETTING: 66 = SET IN ROCK OUTCROP
 EU0781_SP_SET: ROCK OUTCROP
 EU0781_STAMPING: V 484 1981
 EU0781_MARK LOGO: NGS   
 EU0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0781+STABILITY: POSITION/ELEVATION WELL
 EU0781
 EU0781  HISTORY     - Date     Condition        Report By
 EU0781  HISTORY     - 1981     MONUMENTED       NGS
 EU0781
 EU0781                          STATION DESCRIPTION
 EU0781
 EU0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0781'7.5 KM (4.65 MI) SW FROM YUCCA.
 EU0781'7.5 KM (4.65 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0781'ROAD OVERPASS IN YUCCA, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 21, 0.7
 EU0781'KM (0.45 MI) NORTHEAST OF GEM ACERS ROAD OVERPASS, IN TOP OF AN
 EU0781'OUTCROP, 61.6 METERS (202 FT) NORTHWEST OF THE CENTERLINE OF THE WEST
 EU0781'BOUND LANES, 60.4 METERS (198 FT) SOUTH-SOUTHEAST OF YUCCA AZ MK, 17.1
 EU0781'METERS (56 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX, 21 METERS (69
 EU0781'FT) NORTHEAST OF A POWER LINE POLE, 0.6 METER (2 FT) SOUTHEAST OF THE
 EU0781'RIGHT OF WAY FENCE.
 EU0781'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EU0781'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0958 ***********************************************************************
 FS0958  DESIGNATION -  V 485
 FS0958  PID         -  FS0958
 FS0958  STATE/COUNTY-  AZ/MOHAVE
 FS0958  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0958
 FS0958                         *CURRENT SURVEY CONTROL
 FS0958  ___________________________________________________________________
 FS0958* NAD 83(1986)-  35 51 38.     (N)    114 35 59.     (W)     SCALED    
 FS0958* NAVD 88     -       592.364  (meters)    1943.45   (feet)  ADJUSTED  
 FS0958  ___________________________________________________________________
 FS0958  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0958  DYNAMIC HT  -         591.764 (meters)    1941.48  (feet)  COMP
 FS0958  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 FS0958
 FS0958  VERT ORDER  -  FIRST     CLASS II
 FS0958
 FS0958.The horizontal coordinates were scaled from a topographic map and have
 FS0958.an estimated accuracy of +/- 6 seconds.
 FS0958
 FS0958.The orthometric height was determined by differential leveling
 FS0958.and adjusted in June 1991.
 FS0958
 FS0958.The geoid height was determined by GEOID03.
 FS0958
 FS0958.The dynamic height is computed by dividing the NAVD 88
 FS0958.geopotential number by the normal gravity value computed on the
 FS0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0958.degrees latitude (g = 980.6199 gals.).
 FS0958
 FS0958.The modeled gravity was interpolated from observed gravity values.
 FS0958
 FS0958;                    North         East    Units  Estimated Accuracy
 FS0958;SPC AZ W     -   539,390.      136,620.      MT  (+/- 180 meters Scaled)
 FS0958
 FS0958                          SUPERSEDED SURVEY CONTROL
 FS0958
 FS0958.No superseded survey control is available for this station.
 FS0958
 FS0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV167711(NAD 83)
 FS0958_MARKER: DB = BENCH MARK DISK
 FS0958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0958_SP_SET: HEADWALL
 FS0958_STAMPING: V 485 1981
 FS0958_MARK LOGO: NGS   
 FS0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0958+STABILITY: SURFACE MOTION
 FS0958
 FS0958  HISTORY     - Date     Condition        Report By
 FS0958  HISTORY     - 1981     MONUMENTED       NGS
 FS0958
 FS0958                          STATION DESCRIPTION
 FS0958
 FS0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0958'23.15 KM (14.35 MI) SE FROM HOOVER DAM.
 FS0958'23.15 KM (14.35 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0958'END OF HOOVER DAM, 0.55 KM (0.35 MI) SOUTHEAST OF WILLOW BEACH ROAD,
 FS0958'IN TOP AND 14 CM (5.7 INCHES) SOUTHEAST OF THE NORTHWEST END OF THE
 FS0958'NORTHEAST HEADWALL OF A 9 BY 10 FOOT BOX CULVERT, 12.3 METERS (40.5
 FS0958'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FS0958'THE MARK IS 2.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0697 ***********************************************************************
 FR0697  DESIGNATION -  V 486
 FR0697  PID         -  FR0697
 FR0697  STATE/COUNTY-  AZ/MOHAVE
 FR0697  USGS QUAD   -  HACKBERRY (1977)
 FR0697
 FR0697                         *CURRENT SURVEY CONTROL
 FR0697  ___________________________________________________________________
 FR0697* NAD 83(1986)-  35 21 40.     (N)    113 41 38.     (W)     SCALED    
 FR0697* NAVD 88     -      1115.889  (meters)    3661.05   (feet)  ADJUSTED  
 FR0697  ___________________________________________________________________
 FR0697  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FR0697  DYNAMIC HT  -        1114.539 (meters)    3656.62  (feet)  COMP
 FR0697  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 FR0697
 FR0697  VERT ORDER  -  FIRST     CLASS II
 FR0697
 FR0697.The horizontal coordinates were scaled from a topographic map and have
 FR0697.an estimated accuracy of +/- 6 seconds.
 FR0697
 FR0697.The orthometric height was determined by differential leveling
 FR0697.and adjusted in June 1991.
 FR0697
 FR0697.The geoid height was determined by GEOID03.
 FR0697
 FR0697.The dynamic height is computed by dividing the NAVD 88
 FR0697.geopotential number by the normal gravity value computed on the
 FR0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0697.degrees latitude (g = 980.6199 gals.).
 FR0697
 FR0697.The modeled gravity was interpolated from observed gravity values.
 FR0697
 FR0697;                    North         East    Units  Estimated Accuracy
 FR0697;SPC AZ W     -   483,650.      218,460.      MT  (+/- 180 meters Scaled)
 FR0697
 FR0697                          SUPERSEDED SURVEY CONTROL
 FR0697
 FR0697.No superseded survey control is available for this station.
 FR0697
 FR0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE552164(NAD 83)
 FR0697_MARKER: DB = BENCH MARK DISK
 FR0697_SETTING: 66 = SET IN ROCK OUTCROP
 FR0697_SP_SET: ROCK OUTCROP
 FR0697_STAMPING: V 486 1982
 FR0697_MARK LOGO: NGS   
 FR0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0697+STABILITY: POSITION/ELEVATION WELL
 FR0697
 FR0697  HISTORY     - Date     Condition        Report By
 FR0697  HISTORY     - 1982     MONUMENTED       NGS
 FR0697
 FR0697                          STATION DESCRIPTION
 FR0697
 FR0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0697'34.3 KM (21.3 MI) SW FROM PEACH SPRINGS.
 FR0697'34.3 KM (21.3 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0697'OFFICE AT PEACH SPRINGS, 0.80 KM (0.5 MILE) SOUTHEAST OF HIGHWAY
 FR0697'MILEPOST 82, 60.9 METERS (200 FEET) SOUTH OF THE CENTERLINE OF THE
 FR0697'HIGHWAY, 28.0 METERS (92.0 FEET) WEST OF A PAVED ROAD LEADING SOUTH,
 FR0697'60.9 METERS (200.0 FEET) NORTH OF THE NORTH RAIL OF THE RAILROAD, IN
 FR0697'TOP OF AN EXPOSED PORTION OF OUTCROP PROJECTING 6-INCHES ABOVE THE
 FR0697'GROUND.
 FR0697'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FR0697'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0723 ***********************************************************************
 FR0723  DESIGNATION -  V 487
 FR0723  PID         -  FR0723
 FR0723  STATE/COUNTY-  AZ/MOHAVE
 FR0723  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0723
 FR0723                         *CURRENT SURVEY CONTROL
 FR0723  ___________________________________________________________________
 FR0723* NAD 83(1986)-  35 32 29.     (N)    113 24 40.     (W)     SCALED    
 FR0723* NAVD 88     -      1514.234  (meters)    4967.95   (feet)  ADJUSTED  
 FR0723  ___________________________________________________________________
 FR0723  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FR0723  DYNAMIC HT  -        1512.333 (meters)    4961.71  (feet)  COMP
 FR0723  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 FR0723
 FR0723  VERT ORDER  -  FIRST     CLASS II
 FR0723
 FR0723.The horizontal coordinates were scaled from a topographic map and have
 FR0723.an estimated accuracy of +/- 6 seconds.
 FR0723
 FR0723.The orthometric height was determined by differential leveling
 FR0723.and adjusted in June 1991.
 FR0723
 FR0723.The geoid height was determined by GEOID03.
 FR0723
 FR0723.The dynamic height is computed by dividing the NAVD 88
 FR0723.geopotential number by the normal gravity value computed on the
 FR0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0723.degrees latitude (g = 980.6199 gals.).
 FR0723
 FR0723.The modeled gravity was interpolated from observed gravity values.
 FR0723
 FR0723;                    North         East    Units  Estimated Accuracy
 FR0723;SPC AZ W     -   503,700.      244,090.      MT  (+/- 180 meters Scaled)
 FR0723
 FR0723                          SUPERSEDED SURVEY CONTROL
 FR0723
 FR0723.No superseded survey control is available for this station.
 FR0723
 FR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE814357(NAD 83)
 FR0723_MARKER: DB = BENCH MARK DISK
 FR0723_SETTING: 66 = SET IN ROCK OUTCROP
 FR0723_SP_SET: ROCK OUTCROP
 FR0723_STAMPING: V 487 1982
 FR0723_MARK LOGO: NGS   
 FR0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0723+STABILITY: POSITION/ELEVATION WELL
 FR0723
 FR0723  HISTORY     - Date     Condition        Report By
 FR0723  HISTORY     - 1982     MONUMENTED       NGS
 FR0723
 FR0723                          STATION DESCRIPTION
 FR0723
 FR0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0723'3.9 KM (2.4 MI) NE FROM PEACH SPRINGS.
 FR0723'3.9 KM (2.4 MILES) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0723'AT PEACH SPRINGS, 0.16 KM (0.1 MILE) CROSS COUNTRY FROM A HAIR PIN
 FR0723'TURN IN A PAVED ROAD LEADING TO THE AIRPORT, 18.2 METERS (60.0 FEET)
 FR0723'NORTHWEST OF A SIGN READING -REDUCE SPEED AHEAD-, 21.0 METERS (69.0
 FR0723'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.6 (35.0 FEET) SOUTH
 FR0723'OF THE RIGHT OF-WAY FENCE, 4.5 METERS (15.0 FEET) WEST OF THE CENTER
 FR0723'OF A WASH, IN TOP OF A FLAT MASSIVE LIMESTONE OUTCROP.
 FR0723'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0757 ***********************************************************************
 FR0757  DESIGNATION -  V 488
 FR0757  PID         -  FR0757
 FR0757  STATE/COUNTY-  AZ/YAVAPAI
 FR0757  USGS QUAD   -  CROOKTON (1973)
 FR0757
 FR0757                         *CURRENT SURVEY CONTROL
 FR0757  ___________________________________________________________________
 FR0757* NAD 83(2007)-  35 15 04.14230(N)    112 38 06.70363(W)     ADJUSTED  
 FR0757* NAVD 88     -      1597.410  (meters)    5240.84   (feet)  ADJUSTED  
 FR0757  ___________________________________________________________________
 FR0757  EPOCH DATE  -        2007.00
 FR0757  X           -  -2,007,318.508 (meters)                     COMP
 FR0757  Y           -  -4,813,935.996 (meters)                     COMP
 FR0757  Z           -   3,661,563.560 (meters)                     COMP
 FR0757  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 FR0757  ELLIP HEIGHT-        1572.196 (meters)          (02/10/07) ADJUSTED
 FR0757  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 FR0757  DYNAMIC HT  -        1595.293 (meters)    5233.89  (feet)  COMP
 FR0757
 FR0757  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0757  Type    PID    Designation                      North   East  Ellip
 FR0757  -------------------------------------------------------------------
 FR0757  NETWORK FR0757 V 488                             0.41   0.31   0.82
 FR0757  -------------------------------------------------------------------
 FR0757  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 FR0757
 FR0757  VERT ORDER  -  FIRST     CLASS II
 FR0757
 FR0757.The horizontal coordinates were established by GPS observations
 FR0757.and adjusted by the National Geodetic Survey in February 2007.
 FR0757
 FR0757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0757.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0757.The horizontal coordinates are valid at the epoch date displayed above.
 FR0757.The epoch date for horizontal control is a decimal equivalence
 FR0757.of Year/Month/Day.
 FR0757
 FR0757.The orthometric height was determined by differential leveling
 FR0757.and adjusted in June 1991.
 FR0757
 FR0757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0757
 FR0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0757
 FR0757.The ellipsoidal height was determined by GPS observations
 FR0757.and is referenced to NAD 83.
 FR0757
 FR0757.The geoid height was determined by GEOID03.
 FR0757
 FR0757.The dynamic height is computed by dividing the NAVD 88
 FR0757.geopotential number by the normal gravity value computed on the
 FR0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0757.degrees latitude (g = 980.6199 gals.).
 FR0757
 FR0757.The modeled gravity was interpolated from observed gravity values.
 FR0757
 FR0757;                    North         East     Units Scale Factor Converg.
 FR0757;SPC AZ C     -   471,671.444   147,973.834   MT  0.99995267   -0 24 53.0
 FR0757;SPC AZ C     - 1,547,478.49    485,478.46   iFT  0.99995267   -0 24 53.0
 FR0757;UTM  12      - 3,902,120.702   351,236.266   MT  0.99987274   -0 56 38.2
 FR0757
 FR0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0757!SPC AZ C     -   0.99975328  x   0.99995267  =   0.99970597
 FR0757!UTM  12      -   0.99975328  x   0.99987274  =   0.99962606
 FR0757
 FR0757                          SUPERSEDED SURVEY CONTROL
 FR0757
 FR0757  NAD 83(1992)-  35 15 04.14217(N)    112 38 06.70309(W) AD(       ) B
 FR0757  ELLIP H (08/22/05) 1572.200  (m)                       GP(       ) 3 1
 FR0757  NAVD 88 (08/22/05) 1597.41   (m)         5240.8    (f) LEVELING    3  
 FR0757
 FR0757.Superseded values are not recommended for survey control.
 FR0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0757.See file dsdata.txt to determine how the superseded data were derived.
 FR0757
 FR0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE5123602121(NAD 83)
 FR0757_MARKER: DB = BENCH MARK DISK
 FR0757_SETTING: 66 = SET IN ROCK OUTCROP
 FR0757_SP_SET: ROCK OUTCROP
 FR0757_STAMPING: V 488 1982
 FR0757_MARK LOGO: NGS   
 FR0757_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0757+STABILITY: POSITION/ELEVATION WELL
 FR0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0757+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 FR0757
 FR0757  HISTORY     - Date     Condition        Report By
 FR0757  HISTORY     - 1982     MONUMENTED       NGS
 FR0757  HISTORY     - 20050401 GOOD             NGS
 FR0757
 FR0757                          STATION DESCRIPTION
 FR0757
 FR0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0757'23.6 KM (14.7 MI) EAST FROM SELIGMAN.
 FR0757'23.6 KM (14.7 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0757'AND SANTA FE RAILROAD STATION IN SELIGMAN, IN TOP OF A 3 BY 6 FOOT
 FR0757'OUTCROP PROJECTING 6-INCHES ABOVE THE GROUND, 45.7 METERS (150 FT)
 FR0757'WEST OF PENE RM 2, 12.1 METERS (40 FT) SOUTH OF THE CENTERLINE OF THE
 FR0757'HIGHWAY.
 FR0757'THE MARK IS 1 METERS  S FROM A WITNESS POST.
 FR0757
 FR0757                          STATION RECOVERY (2005)
 FR0757
 FR0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 FR0757'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0783 ***********************************************************************
 FR0783  DESIGNATION -  V 489
 FR0783  PID         -  FR0783
 FR0783  STATE/COUNTY-  AZ/COCONINO
 FR0783  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0783
 FR0783                         *CURRENT SURVEY CONTROL
 FR0783  ___________________________________________________________________
 FR0783* NAD 83(1986)-  35 15 27.     (N)    112 07 21.     (W)     SCALED    
 FR0783* NAVD 88     -      2111.123  (meters)    6926.24   (feet)  ADJUSTED  
 FR0783  ___________________________________________________________________
 FR0783  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0783  DYNAMIC HT  -        2108.138 (meters)    6916.45  (feet)  COMP
 FR0783  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 FR0783
 FR0783  VERT ORDER  -  FIRST     CLASS II
 FR0783
 FR0783.The horizontal coordinates were scaled from a topographic map and have
 FR0783.an estimated accuracy of +/- 6 seconds.
 FR0783
 FR0783.The orthometric height was determined by differential leveling
 FR0783.and adjusted in June 1991.
 FR0783
 FR0783.The geoid height was determined by GEOID03.
 FR0783
 FR0783.The dynamic height is computed by dividing the NAVD 88
 FR0783.geopotential number by the normal gravity value computed on the
 FR0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0783.degrees latitude (g = 980.6199 gals.).
 FR0783
 FR0783.The modeled gravity was interpolated from observed gravity values.
 FR0783
 FR0783;                    North         East    Units  Estimated Accuracy
 FR0783;SPC AZ C     -   472,160.      194,630.      MT  (+/- 180 meters Scaled)
 FR0783
 FR0783                          SUPERSEDED SURVEY CONTROL
 FR0783
 FR0783.No superseded survey control is available for this station.
 FR0783
 FR0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE978021(NAD 83)
 FR0783_MARKER: DB = BENCH MARK DISK
 FR0783_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FR0783_SP_SET: PIER FOUNDATION
 FR0783_STAMPING: V 489 1982
 FR0783_MARK LOGO: NGS   
 FR0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0783
 FR0783  HISTORY     - Date     Condition        Report By
 FR0783  HISTORY     - 1982     MONUMENTED       NGS
 FR0783
 FR0783                          STATION DESCRIPTION
 FR0783
 FR0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0783'6.9 KM (4.3 MI) EAST FROM WILLIAMS.
 FR0783'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0783'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 2.9 KM (1.8 MI) EAST
 FR0783'ALONG INTERSTATE HIGHWAY 40, IN TOP OF THE EAST END OF THE SOUTH
 FR0783'CONCRETE PIER FOUNDATION FOR THE GARLAND ROAD OVERPASS, 5.4 METERS (18
 FR0783'FT) EAST OF A POINT UNDER THE CENTERLINE OF GARLAND ROAD, 8.2 METERS
 FR0783'(27 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 0.15
 FR0783'METER (0.6 FT) WEST OF THE EAST END OF THE FOUNDATION.
 FR0783'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0059 ***********************************************************************
 GP0059  DESIGNATION -  V 49
 GP0059  PID         -  GP0059
 GP0059  STATE/COUNTY-  AZ/COCONINO
 GP0059  USGS QUAD   -  TONALEA (1982)
 GP0059
 GP0059                         *CURRENT SURVEY CONTROL
 GP0059  ___________________________________________________________________
 GP0059* NAD 83(1986)-  36 20 58.     (N)    110 54 37.     (W)     SCALED    
 GP0059* NAVD 88     -      1681.997  (meters)    5518.35   (feet)  ADJUSTED  
 GP0059  ___________________________________________________________________
 GP0059  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 GP0059  DYNAMIC HT  -        1679.890 (meters)    5511.44  (feet)  COMP
 GP0059  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 GP0059
 GP0059  VERT ORDER  -  FIRST     CLASS II
 GP0059
 GP0059.The horizontal coordinates were scaled from a topographic map and have
 GP0059.an estimated accuracy of +/- 6 seconds.
 GP0059
 GP0059.The orthometric height was determined by differential leveling
 GP0059.and adjusted in June 1991.
 GP0059
 GP0059.The geoid height was determined by GEOID03.
 GP0059
 GP0059.The dynamic height is computed by dividing the NAVD 88
 GP0059.geopotential number by the normal gravity value computed on the
 GP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0059.degrees latitude (g = 980.6199 gals.).
 GP0059
 GP0059.The modeled gravity was interpolated from observed gravity values.
 GP0059
 GP0059;                    North         East    Units  Estimated Accuracy
 GP0059;SPC AZ C     -   593,750.      303,690.      MT  (+/- 180 meters Scaled)
 GP0059
 GP0059                          SUPERSEDED SURVEY CONTROL
 GP0059
 GP0059  NGVD 29 (??/??/92) 1681.030  (m)         5515.18   (f) ADJ UNCH    1 2
 GP0059
 GP0059.Superseded values are not recommended for survey control.
 GP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0059.See file dsdata.txt to determine how the superseded data were derived.
 GP0059
 GP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF080227(NAD 83)
 GP0059_MARKER: DB = BENCH MARK DISK
 GP0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0059_STAMPING: V 49 1934
 GP0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0059+STABILITY: SURFACE MOTION
 GP0059
 GP0059  HISTORY     - Date     Condition        Report By
 GP0059  HISTORY     - 1934     MONUMENTED       CGS
 GP0059  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0059
 GP0059                          STATION DESCRIPTION
 GP0059
 GP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0059'2.8 MI NE FROM TONALEA.
 GP0059'2.8 MILES NORTHEAST ALONG THE TUBA CITY-KAYENTA ROAD FROM TONALEA,
 GP0059'COCONINO COUNTY, AND 68 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 GP0059'A STANDARD DISK, STAMPED V 49 1934 AND SET IN THE TOP OF A CONCRETE
 GP0059'POST.
 GP0059
 GP0059                          STATION RECOVERY (1983)
 GP0059
 GP0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0392 ***********************************************************************
 FQ0392  DESIGNATION -  V 490
 FQ0392  PID         -  FQ0392
 FQ0392  STATE/COUNTY-  AZ/COCONINO
 FQ0392  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0392
 FQ0392                         *CURRENT SURVEY CONTROL
 FQ0392  ___________________________________________________________________
 FQ0392* NAD 83(1986)-  35 10 08.     (N)    111 39 56.     (W)     SCALED    
 FQ0392* NAVD 88     -      2100.580  (meters)    6891.65   (feet)  ADJUSTED  
 FQ0392  ___________________________________________________________________
 FQ0392  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0392  DYNAMIC HT  -        2097.586 (meters)    6881.83  (feet)  COMP
 FQ0392  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 FQ0392
 FQ0392  VERT ORDER  -  FIRST     CLASS II
 FQ0392
 FQ0392.The horizontal coordinates were scaled from a topographic map and have
 FQ0392.an estimated accuracy of +/- 6 seconds.
 FQ0392
 FQ0392.The orthometric height was determined by differential leveling
 FQ0392.and adjusted in June 1991.
 FQ0392
 FQ0392.The geoid height was determined by GEOID03.
 FQ0392
 FQ0392.The dynamic height is computed by dividing the NAVD 88
 FQ0392.geopotential number by the normal gravity value computed on the
 FQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0392.degrees latitude (g = 980.6199 gals.).
 FQ0392
 FQ0392.The modeled gravity was interpolated from observed gravity values.
 FQ0392
 FQ0392;                    North         East    Units  Estimated Accuracy
 FQ0392;SPC AZ C     -   462,340.      236,230.      MT  (+/- 180 meters Scaled)
 FQ0392
 FQ0392                          SUPERSEDED SURVEY CONTROL
 FQ0392
 FQ0392.No superseded survey control is available for this station.
 FQ0392
 FQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD393919(NAD 83)
 FQ0392_MARKER: DB = BENCH MARK DISK
 FQ0392_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FQ0392_SP_SET: PIER FOUNDATION
 FQ0392_STAMPING: V 490 1982
 FQ0392_MARK LOGO: NGS   
 FQ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0392+STABILITY: SURFACE MOTION
 FQ0392
 FQ0392  HISTORY     - Date     Condition        Report By
 FQ0392  HISTORY     - 1982     MONUMENTED       NGS
 FQ0392  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0392
 FQ0392                          STATION DESCRIPTION
 FQ0392
 FQ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0392'0.5 KM (0.3 MI) SE FROM FLAGSTAFF.
 FQ0392'0.3 KM (0.2 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0392'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40, THENCE 0.2 KM (0.1 MI)
 FQ0392'SOUTHEAST ALONG LAKE MARY ROAD, IN TOP OF THE NORTHWEST END OF THE
 FQ0392'SOUTHWEST CONCRETE PIER FOUNDATION SUPPORTING FIVE CONCRETE PILLARS
 FQ0392'FOR THE NORTH BOUND OVERPASS BRIDGE OF INTERSTATE HIGHWAY 17 OVER LAKE
 FQ0392'MARY ROAD, 6.1 METERS (20.0 FT) SOUTHWEST OF THE ROAD CENTERLINE, 0.1
 FQ0392'METER (0.3 FT) NORTHWEST OF THE NORTHWEST ONE OF FIVE CONCRETE
 FQ0392'PILLARS.
 FQ0392'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 FQ0392
 FQ0392                          STATION RECOVERY (2005)
 FQ0392
 FQ0392'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0392'NOT FOUND.  HIGHWAY BRIDGE IS NO LONGER SUPPORTED BY 5 PILLARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0644 ***********************************************************************
 ES0644  DESIGNATION -  V 491
 ES0644  PID         -  ES0644
 ES0644  STATE/COUNTY-  AZ/COCONINO
 ES0644  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0644
 ES0644                         *CURRENT SURVEY CONTROL
 ES0644  ___________________________________________________________________
 ES0644* NAD 83(1986)-  34 56 40.     (N)    111 45 10.     (W)     SCALED    
 ES0644* NAVD 88     -      1497.030  (meters)    4911.51   (feet)  ADJUSTED  
 ES0644  ___________________________________________________________________
 ES0644  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0644  DYNAMIC HT  -        1495.047 (meters)    4905.00  (feet)  COMP
 ES0644  MODELED GRAV-     979,257.5   (mgal)                       NAVD 88
 ES0644
 ES0644  VERT ORDER  -  FIRST     CLASS II
 ES0644
 ES0644.The horizontal coordinates were scaled from a topographic map and have
 ES0644.an estimated accuracy of +/- 6 seconds.
 ES0644
 ES0644.The orthometric height was determined by differential leveling
 ES0644.and adjusted in June 1991.
 ES0644
 ES0644.The geoid height was determined by GEOID03.
 ES0644
 ES0644.The dynamic height is computed by dividing the NAVD 88
 ES0644.geopotential number by the normal gravity value computed on the
 ES0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0644.degrees latitude (g = 980.6199 gals.).
 ES0644
 ES0644.The modeled gravity was interpolated from observed gravity values.
 ES0644
 ES0644;                    North         East    Units  Estimated Accuracy
 ES0644;SPC AZ C     -   437,420.      228,330.      MT  (+/- 180 meters Scaled)
 ES0644
 ES0644                          SUPERSEDED SURVEY CONTROL
 ES0644
 ES0644.No superseded survey control is available for this station.
 ES0644
 ES0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD312671(NAD 83)
 ES0644_MARKER: DB = BENCH MARK DISK
 ES0644_SETTING: 66 = SET IN ROCK OUTCROP
 ES0644_SP_SET: ROCK OUTCROP
 ES0644_STAMPING: V 491 1982
 ES0644_MARK LOGO: NGS   
 ES0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0644+STABILITY: POSITION/ELEVATION WELL
 ES0644
 ES0644  HISTORY     - Date     Condition        Report By
 ES0644  HISTORY     - 1982     MONUMENTED       NGS
 ES0644
 ES0644                          STATION DESCRIPTION
 ES0644
 ES0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0644'11.4 KM (7.1 MI) NORTH FROM SEDONA.
 ES0644'11.4 KM (7.1 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0644'OFFICE IN SEDONA, IN TOP OF A MASSIVE SANDSTONE OUTCROP AT TOM
 ES0644'PENDLEYS STORE, 29.2 METERS (96.0 FT) EAST OF THE HIGHWAY CENTERLINE,
 ES0644'6.4 METERS (21.0 FT) NORTH OF THE NORTHEAST CORNER OF THE STORE.
 ES0644'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0653 ***********************************************************************
 ES0653  DESIGNATION -  V 492
 ES0653  PID         -  ES0653
 ES0653  STATE/COUNTY-  AZ/YAVAPAI
 ES0653  USGS QUAD   -  SEDONA (1969)
 ES0653
 ES0653                         *CURRENT SURVEY CONTROL
 ES0653  ___________________________________________________________________
 ES0653* NAD 83(2007)-  34 51 47.29499(N)    111 47 10.52830(W)     ADJUSTED  
 ES0653* NAVD 88     -      1347.355  (meters)    4420.45   (feet)  ADJUSTED  
 ES0653  ___________________________________________________________________
 ES0653  EPOCH DATE  -        2007.00
 ES0653  X           -  -1,944,877.079 (meters)                     COMP
 ES0653  Y           -  -4,865,923.944 (meters)                     COMP
 ES0653  Z           -   3,626,175.212 (meters)                     COMP
 ES0653  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 ES0653  ELLIP HEIGHT-        1322.968 (meters)          (02/10/07) ADJUSTED
 ES0653  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 ES0653  DYNAMIC HT  -        1345.623 (meters)    4414.76  (feet)  COMP
 ES0653
 ES0653  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0653  Type    PID    Designation                      North   East  Ellip
 ES0653  -------------------------------------------------------------------
 ES0653  NETWORK ES0653 V 492                             0.35   0.29   0.67
 ES0653  -------------------------------------------------------------------
 ES0653  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 ES0653
 ES0653  VERT ORDER  -  FIRST     CLASS II
 ES0653
 ES0653.The horizontal coordinates were established by GPS observations
 ES0653.and adjusted by the National Geodetic Survey in February 2007.
 ES0653
 ES0653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0653.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0653.The horizontal coordinates are valid at the epoch date displayed above.
 ES0653.The epoch date for horizontal control is a decimal equivalence
 ES0653.of Year/Month/Day.
 ES0653
 ES0653.The orthometric height was determined by differential leveling
 ES0653.and adjusted in June 1991.
 ES0653
 ES0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0653
 ES0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0653
 ES0653.The ellipsoidal height was determined by GPS observations
 ES0653.and is referenced to NAD 83.
 ES0653
 ES0653.The geoid height was determined by GEOID03.
 ES0653
 ES0653.The dynamic height is computed by dividing the NAVD 88
 ES0653.geopotential number by the normal gravity value computed on the
 ES0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0653.degrees latitude (g = 980.6199 gals.).
 ES0653
 ES0653.The modeled gravity was interpolated from observed gravity values.
 ES0653
 ES0653;                    North         East     Units Scale Factor Converg.
 ES0653;SPC AZ C     -   428,400.058   225,283.380   MT  0.99990175   +0 04 28.4
 ES0653;SPC AZ C     - 1,405,512.00    739,118.70   iFT  0.99990175   +0 04 28.4
 ES0653;UTM  12      - 3,858,147.586   428,132.623   MT  0.99966366   -0 26 58.1
 ES0653
 ES0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0653!SPC AZ C     -   0.99979238  x   0.99990175  =   0.99969415
 ES0653!UTM  12      -   0.99979238  x   0.99966366  =   0.99945611
 ES0653
 ES0653                          SUPERSEDED SURVEY CONTROL
 ES0653
 ES0653  NAD 83(1992)-  34 51 47.29424(N)    111 47 10.52745(W) AD(       ) A
 ES0653  ELLIP H (09/30/99) 1322.958  (m)                       GP(       ) 3 1
 ES0653  NAVD 88 (09/30/99) 1347.36   (m)         4420.5    (f) LEVELING    3  
 ES0653
 ES0653.Superseded values are not recommended for survey control.
 ES0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0653.See file dsdata.txt to determine how the superseded data were derived.
 ES0653
 ES0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2813358148(NAD 83)
 ES0653_MARKER: DV = VERTICAL CONTROL DISK
 ES0653_SETTING: 66 = SET IN ROCK OUTCROP
 ES0653_SP_SET: ROCK OUTCROP
 ES0653_STAMPING: V 492 1982
 ES0653_MARK LOGO: NONE  
 ES0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0653+STABILITY: POSITION/ELEVATION WELL
 ES0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0653+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2001
 ES0653
 ES0653  HISTORY     - Date     Condition        Report By
 ES0653  HISTORY     - 1982     MONUMENTED       NGS
 ES0653  HISTORY     - 19950713 GOOD             USPSQD
 ES0653  HISTORY     - 19990120 GOOD             SHEPH
 ES0653  HISTORY     - 20010321 GOOD             SHEPH
 ES0653  HISTORY     - 20080821 MARK NOT FOUND   GEOCAC
 ES0653
 ES0653                          STATION DESCRIPTION
 ES0653
 ES0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0653'2.1 KM (1.3 MI) WEST FROM SEDONA.
 ES0653'2.1 KM (1.3 MI) WEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0653'OFFICE IN SEDONA, IN TOP OF THE LOWEST EDGE OF A RED SANDSTONE OUTCROP
 ES0653'NEAR THE CENTER OF A CUT, AT THE SOUTHWEST CORNER OF A PAVED PARKING
 ES0653'LOT, 0.4 KM (0.25 MI) WEST OF MILEPOST 373, 7.3 METERS (24 FT) NORTH
 ES0653'OF THE WEST BOUND HIGHWAY CENTERLINE, 44.8 METERS (147 FT) EAST OF THE
 ES0653'EXTENDED CENTERLINE OF BIRCH BOULEVARD, 26.5 METERS (87 FT) WEST OF
 ES0653'POWER POLE VTP2880T, 10.1 METERS (33 FT) SOUTHEAST OF THE SOUTH END OF
 ES0653'A CHAIN LINK FENCE, 6.4 METERS (21 FT) SOUTH OF THE SOUTH CURB OF THE
 ES0653'PARKING LOT.
 ES0653'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0653'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0653
 ES0653                          STATION RECOVERY (1995)
 ES0653
 ES0653'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0653'RECOVERED IN GOOD CONDITION.
 ES0653
 ES0653                          STATION RECOVERY (1999)
 ES0653
 ES0653'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 1999 (MLD)
 ES0653'RECOVERED AS DESCRIBED.  NOTE--THE STATION CAN ALSO BE REACHED FROM
 ES0653'THE INTERSECTION OF U.S. HIGHWAY 89 ALTERNATE AND STATE HIGHWAY 79 BY
 ES0653'GOING WEST FOR 2.2 KM (1.35 MI) ON HIGHWAY 89 ALTERNATE TO THE STATION
 ES0653'ON RIGHT, IN HIGHWAY RIGHT-OF-WAY.  THE STATION IS IN A SHALLOW
 ES0653'DEPRESSION ABOUT 0.5 M (1.6 FT) WIDE AND 0.2 M (0.7 FT) DEEP AT BASE
 ES0653'OF SANDSTONE OUTCROP.  LOCATED 2.7 M (8.9 FT) NORTH OF THE NORTH EDGE
 ES0653'OF SIDEWALK.
 ES0653
 ES0653                          STATION RECOVERY (2001)
 ES0653
 ES0653'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2001
 ES0653'TO REACH FROM THE INTERSECTION OF HIGHWAYS 179 AND 89A IN SEDONA,
 ES0653'PROCEED WEST ON 89A 2.2 KM (1.4 MILES) TO THE WEST (SECOND)
 ES0653'DRIVEWAY OF A SHOPPONG CENTER ON THE RIGHT.  THE STATION IS IN THE
 ES0653'R.O.W. OF 89A, 12 M (40 FT) NORTH OF THE HIGHWAY CENTERLINE, 26 M (85
 ES0653'FT) WEST OF THE DRIVEWAY CENTERLINE, AND 1.4 M (4.7 FT) NORTH OF THE
 ES0653'NORTH EDGE OF SIDEWALK.  THE STATION IS IN A SHALLOW DEPRESSION AT
 ES0653'THE BASE OF THE ROAD CUT.
 ES0653' 
 ES0653'THE WITNESS POST WAS DESTROYED DURING RECENT NEARBY
 ES0653'CONSTRUCTION ACTIVITY.
 ES0653' 
 ES0653'
 ES0653
 ES0653                          STATION RECOVERY (2008)
 ES0653
 ES0653'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 ES0653'IN THE SUMMER OF 2008, HWY 89 WAS WIDENED.  AT THE POINT INDICATED BY
 ES0653'THE ADJUSTED COORDINATES, A NEW SIDEWALK NOW EXISTS.  THIS LOCATION IS
 ES0653'BETWEEN THE TWO ENTRIES FOR THE SHOPPING CENTER DESCRIBED IN THE
 ES0653'ORIGINAL HISTORY.  I BELIEVE THE MARK IS EITHER UNDER THE SIDEWALK OR
 ES0653'WAS PULLED OUT WHEN WIDENING OF HWY 89 TOOK PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0675 ***********************************************************************
 ES0675  DESIGNATION -  V 493
 ES0675  PID         -  ES0675
 ES0675  STATE/COUNTY-  AZ/YAVAPAI
 ES0675  USGS QUAD   -  CORNVILLE (1968)
 ES0675
 ES0675                         *CURRENT SURVEY CONTROL
 ES0675  ___________________________________________________________________
 ES0675* NAD 83(1986)-  34 38 37.     (N)    111 57 00.     (W)     SCALED    
 ES0675* NAVD 88     -      1010.715  (meters)    3315.99   (feet)  ADJUSTED  
 ES0675  ___________________________________________________________________
 ES0675  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 ES0675  DYNAMIC HT  -        1009.438 (meters)    3311.80  (feet)  COMP
 ES0675  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 ES0675
 ES0675  VERT ORDER  -  FIRST     CLASS II
 ES0675
 ES0675.The horizontal coordinates were scaled from a topographic map and have
 ES0675.an estimated accuracy of +/- 6 seconds.
 ES0675
 ES0675.The orthometric height was determined by differential leveling
 ES0675.and adjusted in June 1991.
 ES0675
 ES0675.The geoid height was determined by GEOID03.
 ES0675
 ES0675.The dynamic height is computed by dividing the NAVD 88
 ES0675.geopotential number by the normal gravity value computed on the
 ES0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0675.degrees latitude (g = 980.6199 gals.).
 ES0675
 ES0675.The modeled gravity was interpolated from observed gravity values.
 ES0675
 ES0675;                    North         East    Units  Estimated Accuracy
 ES0675;SPC AZ C     -   404,040.      210,300.      MT  (+/- 180 meters Scaled)
 ES0675
 ES0675                          SUPERSEDED SURVEY CONTROL
 ES0675
 ES0675.No superseded survey control is available for this station.
 ES0675
 ES0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD129339(NAD 83)
 ES0675_MARKER: DB = BENCH MARK DISK
 ES0675_SETTING: 66 = SET IN ROCK OUTCROP
 ES0675_SP_SET: ROCK OUTCROP
 ES0675_STAMPING: V 493 1982
 ES0675_MARK LOGO: NGS   
 ES0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0675+STABILITY: POSITION/ELEVATION WELL
 ES0675
 ES0675  HISTORY     - Date     Condition        Report By
 ES0675  HISTORY     - 1982     MONUMENTED       NGS
 ES0675
 ES0675                          STATION DESCRIPTION
 ES0675
 ES0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0675'10.0 KM (6.2 MI) SE FROM COTTONWOOD.
 ES0675'10.0 KM (6.2 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION
 ES0675'OF US HIGHWAY 89 ALTERNATE IN COTTONWOOD, IN TOP OF A LOW LIMESTONE
 ES0675'CUT, JUST NORTHEAST OF A DRY FALLS, 0.2 KM (0.1 MI) SOUTHEAST OF A 6
 ES0675'FOOT CORRUGATED METAL PIPE CULVERT, 13.7 METERS (45 FT) SOUTHWEST OF
 ES0675'THE HIGHWAY CENTERLINE, 21.3 METERS (70 FT) NORTHEAST OF THE DRY
 ES0675'FALLS, 20.1 METERS (66 FT) NORTHEAST OF A FENCE, 6.0 METERS (20 FT)
 ES0675'SOUTHEAST OF THE NORTHWEST END OF THE CUT.
 ES0675'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0675'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0699 ***********************************************************************
 ES0699  DESIGNATION -  V 494
 ES0699  PID         -  ES0699
 ES0699  STATE/COUNTY-  AZ/YAVAPAI
 ES0699  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0699
 ES0699                         *CURRENT SURVEY CONTROL
 ES0699  ___________________________________________________________________
 ES0699* NAD 83(1986)-  34 25 45.     (N)    111 41 17.     (W)     SCALED    
 ES0699* NAVD 88     -      1282.550  (meters)    4207.83   (feet)  ADJUSTED  
 ES0699  ___________________________________________________________________
 ES0699  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 ES0699  DYNAMIC HT  -        1280.842 (meters)    4202.23  (feet)  COMP
 ES0699  MODELED GRAV-     979,259.5   (mgal)                       NAVD 88
 ES0699
 ES0699  VERT ORDER  -  FIRST     CLASS II
 ES0699
 ES0699.The horizontal coordinates were scaled from a topographic map and have
 ES0699.an estimated accuracy of +/- 6 seconds.
 ES0699
 ES0699.The orthometric height was determined by differential leveling
 ES0699.and adjusted in June 1991.
 ES0699
 ES0699.The geoid height was determined by GEOID03.
 ES0699
 ES0699.The dynamic height is computed by dividing the NAVD 88
 ES0699.geopotential number by the normal gravity value computed on the
 ES0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0699.degrees latitude (g = 980.6199 gals.).
 ES0699
 ES0699.The modeled gravity was interpolated from observed gravity values.
 ES0699
 ES0699;                    North         East    Units  Estimated Accuracy
 ES0699;SPC AZ C     -   380,280.      234,370.      MT  (+/- 180 meters Scaled)
 ES0699
 ES0699                          SUPERSEDED SURVEY CONTROL
 ES0699
 ES0699.No superseded survey control is available for this station.
 ES0699
 ES0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD367099(NAD 83)
 ES0699_MARKER: DB = BENCH MARK DISK
 ES0699_SETTING: 80 = SET IN A BOULDER
 ES0699_SP_SET: BOULDER
 ES0699_STAMPING: V 494 1982
 ES0699_MARK LOGO: NGS   
 ES0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0699+STABILITY: SURFACE MOTION
 ES0699
 ES0699  HISTORY     - Date     Condition        Report By
 ES0699  HISTORY     - 1982     MONUMENTED       NGS
 ES0699  HISTORY     - 20040912 GOOD             USPSQD
 ES0699  HISTORY     - 20080725 GOOD             GEOCAC
 ES0699
 ES0699                          STATION DESCRIPTION
 ES0699
 ES0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0699'27.2 KM (16.9 MI) SE FROM CAMP VERDE.
 ES0699'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0699'OFFICE, THENCE 14.5 KM (9.0 MI) SOUTHEAST ALONG FOSSIL CREEK ROAD, IN
 ES0699'TOP OF A 6 BY 8 FOOT PORTION OF A LARGE EMBEDDED BOULDER PROJECTING 3
 ES0699'FEET ABOVE THE GROUND, AT A T JUNCTION OF TWO FENCE LINES, ON THE
 ES0699'OUTSIDE OF A LONG CURVE, 5.0 METERS (16 FT) SOUTHWEST OF THE ROAD
 ES0699'CENTERLINE, 26.0 METERS (85 FT) NORTHEAST OF THE JUNCTION OF THE TWO
 ES0699'FENCE LINES.
 ES0699'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0699'THE MARK IS 0.4 M ABOVE THE ROAD.
 ES0699
 ES0699                          STATION RECOVERY (2004)
 ES0699
 ES0699'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 ES0699'RECOVERED IN GOOD CONDITION.
 ES0699
 ES0699                          STATION RECOVERY (2008)
 ES0699
 ES0699'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0699'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0699'34 25 44.6 (N)   111 41 16.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0748 ***********************************************************************
 ES0748  DESIGNATION -  V 496
 ES0748  PID         -  ES0748
 ES0748  STATE/COUNTY-  AZ/GILA
 ES0748  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0748
 ES0748                         *CURRENT SURVEY CONTROL
 ES0748  ___________________________________________________________________
 ES0748* NAD 83(1986)-  34 09 31.     (N)    111 19 24.     (W)     SCALED    
 ES0748* NAVD 88     -      1333.612  (meters)    4375.36   (feet)  ADJUSTED  
 ES0748  ___________________________________________________________________
 ES0748  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 ES0748  DYNAMIC HT  -        1331.838 (meters)    4369.54  (feet)  COMP
 ES0748  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 ES0748  OBS GRAVITY -     979,259.7   (mgal)                       GRAV_OBS
 ES0748
 ES0748  VERT ORDER  -  FIRST     CLASS II
 ES0748
 ES0748.The horizontal coordinates were scaled from a topographic map and have
 ES0748.an estimated accuracy of +/- 6 seconds.
 ES0748
 ES0748.The orthometric height was determined by differential leveling
 ES0748.and adjusted in June 1991.
 ES0748
 ES0748.The geoid height was determined by GEOID03.
 ES0748
 ES0748.The dynamic height is computed by dividing the NAVD 88
 ES0748.geopotential number by the normal gravity value computed on the
 ES0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0748.degrees latitude (g = 980.6199 gals.).
 ES0748
 ES0748.The modeled gravity was interpolated from observed gravity values.
 ES0748.The observed gravity was obtained from relative gravimeter ties
 ES0748.to the IGSN71 gravity network.
 ES0748
 ES0748;                    North         East    Units  Estimated Accuracy
 ES0748;SPC AZ E     -   350,850.      106,710.      MT  (+/- 180 meters Scaled)
 ES0748
 ES0748                          SUPERSEDED SURVEY CONTROL
 ES0748
 ES0748.No superseded survey control is available for this station.
 ES0748
 ES0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701797(NAD 83)
 ES0748_MARKER: DB = BENCH MARK DISK
 ES0748_SETTING: 66 = SET IN ROCK OUTCROP
 ES0748_SP_SET: ROCK OUTCROP
 ES0748_STAMPING: V 496 1982
 ES0748_MARK LOGO: NGS   
 ES0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0748
 ES0748  HISTORY     - Date     Condition        Report By
 ES0748  HISTORY     - 1982     MONUMENTED       NGS
 ES0748
 ES0748                          STATION DESCRIPTION
 ES0748
 ES0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0748'9.3 KM (5.8 MI) SOUTH FROM PAYSON.
 ES0748'9.3 KM (5.8 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0748'PAYSON, IN TOP OF A SMALL PORTION OF GRANITE OUTCROP PROJECTING FROM
 ES0748'THE SOUTHEAST END OF A LONG CUT OPPOSITE THE SOUTH END OF A DIRT
 ES0748'PULLOFF AND ON THE INSIDE OF A CURVE, 0.6 KM (0.4 MI) SOUTHEAST OF A
 ES0748'POINT WHERE THE NORTH AND SOUTH BOUND LANES SPLIT, 7.0 METERS (23 FT)
 ES0748'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES, 77.0 METERS (253 FT)
 ES0748'NORTH OF MILEPOST 246.
 ES0748'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1618 ***********************************************************************
 DU1618  DESIGNATION -  V 497
 DU1618  PID         -  DU1618
 DU1618  STATE/COUNTY-  AZ/GILA
 DU1618  USGS QUAD   -  TONTO BASIN (1964)
 DU1618
 DU1618                         *CURRENT SURVEY CONTROL
 DU1618  ___________________________________________________________________
 DU1618* NAD 83(1986)-  33 52 03.     (N)    111 18 51.     (W)     SCALED    
 DU1618* NAVD 88     -       727.051  (meters)    2385.33   (feet)  ADJUSTED  
 DU1618  ___________________________________________________________________
 DU1618  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DU1618  DYNAMIC HT  -         726.118 (meters)    2382.27  (feet)  COMP
 DU1618  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 DU1618  OBS GRAVITY -     979,332.1   (mgal)                       GRAV_OBS
 DU1618
 DU1618  VERT ORDER  -  FIRST     CLASS II
 DU1618
 DU1618.The horizontal coordinates were scaled from a topographic map and have
 DU1618.an estimated accuracy of +/- 6 seconds.
 DU1618
 DU1618.The orthometric height was determined by differential leveling
 DU1618.and adjusted in June 1991.
 DU1618
 DU1618.Photographs are available for this station.
 DU1618
 DU1618.The geoid height was determined by GEOID03.
 DU1618
 DU1618.The dynamic height is computed by dividing the NAVD 88
 DU1618.geopotential number by the normal gravity value computed on the
 DU1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1618.degrees latitude (g = 980.6199 gals.).
 DU1618
 DU1618.The modeled gravity was interpolated from observed gravity values.
 DU1618.The observed gravity was obtained from relative gravimeter ties
 DU1618.to the IGSN71 gravity network.
 DU1618
 DU1618;                    North         East    Units  Estimated Accuracy
 DU1618;SPC AZ E     -   318,550.      107,190.      MT  (+/- 180 meters Scaled)
 DU1618
 DU1618                          SUPERSEDED SURVEY CONTROL
 DU1618
 DU1618.No superseded survey control is available for this station.
 DU1618
 DU1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC709475(NAD 83)
 DU1618_MARKER: I = METAL ROD
 DU1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1618_SP_SET: STAINLESS STEEL ROD
 DU1618_STAMPING: V 497 1983
 DU1618_MARK LOGO: NGS   
 DU1618_PROJECTION: FLUSH
 DU1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1618+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2007
 DU1618_ROD/PIPE-DEPTH: 5.5  meters
 DU1618
 DU1618  HISTORY     - Date     Condition        Report By
 DU1618  HISTORY     - 1983     MONUMENTED       NGS
 DU1618  HISTORY     - 20030406 GOOD             NGS
 DU1618  HISTORY     - 20070101 GOOD             GEOCAC
 DU1618
 DU1618                          STATION DESCRIPTION
 DU1618
 DU1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1618'0.5 KM (0.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1618'0.5 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1618'PUNKIN CENTER, IN THE NORTHWEST CORNER OF THE INTERSECTION OF A PAVED
 DU1618'ROAD LEADING EAST TO PUNKIN CENTER, 31.5 METERS (103 FT) WEST OF THE
 DU1618'HIGHWAY CENTERLINE, 22.0 METERS (72 FT) WEST-SOUTHWEST OF MILEPOST
 DU1618'262, 12.2 METERS (40 FT) NORTH OF THE ROAD CENTER, 0.3 METER (1 FT)
 DU1618'EAST OF THE RIGHT OF WAY FENCE.
 DU1618'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DU1618'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DU1618
 DU1618                          STATION RECOVERY (2003)
 DU1618
 DU1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 DU1618'HANDHELD GPS COORDINATES = 33-52-04.2N, 111-18-55.3W
 DU1618
 DU1618                          STATION RECOVERY (2007)
 DU1618
 DU1618'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0514 ***********************************************************************
 FQ0514  DESIGNATION -  V 498
 FQ0514  PID         -  FQ0514
 FQ0514  STATE/COUNTY-  AZ/COCONINO
 FQ0514  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0514
 FQ0514                         *CURRENT SURVEY CONTROL
 FQ0514  ___________________________________________________________________
 FQ0514* NAD 83(1986)-  35 56 04.     (N)    111 24 05.     (W)     SCALED    
 FQ0514* NAVD 88     -      1294.261  (meters)    4246.25   (feet)  ADJUSTED  
 FQ0514  ___________________________________________________________________
 FQ0514  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 FQ0514  DYNAMIC HT  -        1292.660 (meters)    4241.00  (feet)  COMP
 FQ0514  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 FQ0514
 FQ0514  VERT ORDER  -  FIRST     CLASS II
 FQ0514
 FQ0514.The horizontal coordinates were scaled from a topographic map and have
 FQ0514.an estimated accuracy of +/- 6 seconds.
 FQ0514
 FQ0514.The orthometric height was determined by differential leveling
 FQ0514.and adjusted in June 1991.
 FQ0514
 FQ0514.The geoid height was determined by GEOID03.
 FQ0514
 FQ0514.The dynamic height is computed by dividing the NAVD 88
 FQ0514.geopotential number by the normal gravity value computed on the
 FQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0514.degrees latitude (g = 980.6199 gals.).
 FQ0514
 FQ0514.The modeled gravity was interpolated from observed gravity values.
 FQ0514
 FQ0514;                    North         East    Units  Estimated Accuracy
 FQ0514;SPC AZ C     -   547,360.      259,850.      MT  (+/- 180 meters Scaled)
 FQ0514
 FQ0514                          SUPERSEDED SURVEY CONTROL
 FQ0514
 FQ0514.No superseded survey control is available for this station.
 FQ0514
 FQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE637767(NAD 83)
 FQ0514_MARKER: I = METAL ROD
 FQ0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0514_SP_SET: STAINLESS STEEL ROD
 FQ0514_STAMPING: V 498 1983
 FQ0514_MARK LOGO: NGS   
 FQ0514_PROJECTION: FLUSH
 FQ0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0514_ROD/PIPE-DEPTH: 4.0  meters
 FQ0514
 FQ0514  HISTORY     - Date     Condition        Report By
 FQ0514  HISTORY     - 1983     MONUMENTED       NGS
 FQ0514
 FQ0514                          STATION DESCRIPTION
 FQ0514
 FQ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0514'6.8 KM (4.2 MI) NORTH FROM CAMERON.
 FQ0514'6.8 KM (4.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0514'CAMERON, ON THE EAST SLOPE OF A GREY MOUND, 0.2 KM (0.1 MI) SOUTH OF
 FQ0514'MILEPOST 471, 67.6 METERS (222 FT) WEST OF THE HIGHWAY CENTERLINE, 3.0
 FQ0514'METERS (10 FT) NORTH OF RIGHT OF WAY MARKER 4243.06, 0.6 METER (2 FT)
 FQ0514'EAST OF THE RIGHT OF WAY FENCE.
 FQ0514'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FQ0514'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0365 ***********************************************************************
 GP0365  DESIGNATION -  V 499
 GP0365  PID         -  GP0365
 GP0365  STATE/COUNTY-  AZ/COCONINO
 GP0365  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0365
 GP0365                         *CURRENT SURVEY CONTROL
 GP0365  ___________________________________________________________________
 GP0365* NAD 83(1986)-  36 28 07.     (N)    111 34 12.     (W)     SCALED    
 GP0365* NAVD 88     -      1719.768  (meters)    5642.27   (feet)  ADJUSTED  
 GP0365  ___________________________________________________________________
 GP0365  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 GP0365  DYNAMIC HT  -        1717.623 (meters)    5635.23  (feet)  COMP
 GP0365  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 GP0365
 GP0365  VERT ORDER  -  FIRST     CLASS II
 GP0365
 GP0365.The horizontal coordinates were scaled from a topographic map and have
 GP0365.an estimated accuracy of +/- 6 seconds.
 GP0365
 GP0365.The orthometric height was determined by differential leveling
 GP0365.and adjusted in June 1991.
 GP0365
 GP0365.The geoid height was determined by GEOID03.
 GP0365
 GP0365.The dynamic height is computed by dividing the NAVD 88
 GP0365.geopotential number by the normal gravity value computed on the
 GP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0365.degrees latitude (g = 980.6199 gals.).
 GP0365
 GP0365.The modeled gravity was interpolated from observed gravity values.
 GP0365
 GP0365;                    North         East    Units  Estimated Accuracy
 GP0365;SPC AZ C     -   606,560.      244,430.      MT  (+/- 180 meters Scaled)
 GP0365
 GP0365                          SUPERSEDED SURVEY CONTROL
 GP0365
 GP0365.No superseded survey control is available for this station.
 GP0365
 GP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF489360(NAD 83)
 GP0365_MARKER: I = METAL ROD
 GP0365_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0365+WITH SETTING: INFORMATION.
 GP0365_SP_SET: SHALLOW SET METAL ROD
 GP0365_STAMPING: V 499 1983
 GP0365_MARK LOGO: NGS   
 GP0365_PROJECTION: FLUSH
 GP0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0365_ROD/PIPE-DEPTH: 0.9  meters
 GP0365
 GP0365  HISTORY     - Date     Condition        Report By
 GP0365  HISTORY     - 1983     MONUMENTED       NGS
 GP0365
 GP0365                          STATION DESCRIPTION
 GP0365
 GP0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0365'20.7 KM (12.9 MI) SOUTH FROM BITTER SPRINGS.
 GP0365'20.7 KM (12.95 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0365'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN THE SOUTH CORNER OF A DIRT
 GP0365'ROAD LEADING SOUTHWEST, 0.25 KM (0.15 MI) NORTHWEST OF MILEPOST 511,
 GP0365'0.15 KM (0.1 MI) SOUTHEAST OF THE CROSSING OF SPOT WASH, 60.6 METERS
 GP0365'(199 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.4 METERS (31 FT)
 GP0365'SOUTHEAST OF THE CENTER OF A DIRT ROAD, 2.6 METERS (8.5 FT) SOUTHEAST
 GP0365'OF THE SOUTHEAST GATE POST FOR A PIPE LIVESTOCK GATE, 2.6 METERS
 GP0365'(8.5 FT) NORTHWEST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE,
 GP0365'0.5 METER (1.7 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0365'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 GP0365'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0351 ***********************************************************************
 FQ0351  DESIGNATION -  V 5
 FQ0351  PID         -  FQ0351
 FQ0351  STATE/COUNTY-  AZ/COCONINO
 FQ0351  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0351
 FQ0351                         *CURRENT SURVEY CONTROL
 FQ0351  ___________________________________________________________________
 FQ0351* NAD 83(1986)-  35 32 30.     (N)    111 32 35.     (W)     SCALED    
 FQ0351* NAVD 88     -      1748.681  (meters)    5737.13   (feet)  ADJUSTED  
 FQ0351  ___________________________________________________________________
 FQ0351  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FQ0351  DYNAMIC HT  -        1746.395 (meters)    5729.63  (feet)  COMP
 FQ0351  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 FQ0351
 FQ0351  VERT ORDER  -  FIRST     CLASS II
 FQ0351
 FQ0351.The horizontal coordinates were scaled from a topographic map and have
 FQ0351.an estimated accuracy of +/- 6 seconds.
 FQ0351
 FQ0351.The orthometric height was determined by differential leveling
 FQ0351.and adjusted in June 1991.
 FQ0351
 FQ0351.The geoid height was determined by GEOID03.
 FQ0351
 FQ0351.The dynamic height is computed by dividing the NAVD 88
 FQ0351.geopotential number by the normal gravity value computed on the
 FQ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0351.degrees latitude (g = 980.6199 gals.).
 FQ0351
 FQ0351.The modeled gravity was interpolated from observed gravity values.
 FQ0351
 FQ0351;                    North         East    Units  Estimated Accuracy
 FQ0351;SPC AZ C     -   503,730.      247,240.      MT  (+/- 180 meters Scaled)
 FQ0351
 FQ0351                          SUPERSEDED SURVEY CONTROL
 FQ0351
 FQ0351  NGVD 29 (??/??/92) 1747.780  (m)         5734.17   (f) ADJ UNCH    1 2
 FQ0351
 FQ0351.Superseded values are not recommended for survey control.
 FQ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0351.See file dsdata.txt to determine how the superseded data were derived.
 FQ0351
 FQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE507332(NAD 83)
 FQ0351_MARKER: DB = BENCH MARK DISK
 FQ0351_SETTING: 80 = SET IN A BOULDER
 FQ0351_SP_SET: BOULDER
 FQ0351_STAMPING: V5 1921
 FQ0351_MARK LOGO: CGS   
 FQ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0351+STABILITY: SURFACE MOTION
 FQ0351
 FQ0351  HISTORY     - Date     Condition        Report By
 FQ0351  HISTORY     - 1921     MONUMENTED       CGS
 FQ0351  HISTORY     - 1955     GOOD             NGS
 FQ0351  HISTORY     - 1977     GOOD             NGS
 FQ0351  HISTORY     - 1983     GOOD             NGS
 FQ0351
 FQ0351                          STATION DESCRIPTION
 FQ0351
 FQ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FQ0351'26.0 MI S FROM CAMERON.
 FQ0351'ABOUT 24.5 MILES SOUTH ALONG U.S. HIGHWAY NO. 89 FROM THE NORTH END OF
 FQ0351'THE SUSPENSION BRIDGE AT CAMERON, 410 PACES WEST OF THE CENTERLINE OF
 FQ0351'U.S. HIGHWAY NO. 89, 0.1 MILE NORTH OF THE COCONINO NATIONAL FOREST
 FQ0351'BOUNDARY FENCE, 14 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, IN
 FQ0351'A BLACK VOLCANIC ROCK LEDGE ABOUT ONE FOOT HIGHER THAN THE ABANDONED
 FQ0351'ROAD GRADE.
 FQ0351
 FQ0351                          STATION RECOVERY (1977)
 FQ0351
 FQ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0351'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0351'DESCRIPTION FOLLOWS-- FROM THE SANTA FE STATION IN FLAGSTAFF, TRAVEL
 FQ0351'EAST ON U.S. HWY. 66 FOR 3.6 MILES TO THE JUNCTION OF U.S. HWY. 89,
 FQ0351'TURN NORTH ON U.S. 89 AND GO 24.50 MILES TO A GATE IN WEST R/W FENCE.
 FQ0351'GATE IS ABOUT 300 FEET SOUTH OF GEM CITY INDIAN TRADING POST. PASS
 FQ0351'THROUGH GATE AND FOLLOW FENCE WEST FOR 0.15 MILE TO OLD ABANDONED
 FQ0351'U.S. 89 HWY., TURN RIGHT THROUGH GATE FOR 0.10 MILE TO THE STATION ON
 FQ0351'THE RIGHT ABOUT 150 WEST OF WEST TOWER, 900 FEET WEST OF TRADING POST
 FQ0351'GATE IN R/W FENCE AT MILE POST 442.30. THE STATION IS 410 PACES WEST
 FQ0351'OF CENTERLINE OF HWY. 89, 0.1 MILE NORTH OF COCONINO NATIONAL FOREST
 FQ0351'BOUNDARY FENCE, 14 FEET EAST OF CENTERLINE OF OLD HIGHWAY, SET IN A
 FQ0351'BLACK VOLCANIC ROCK LEDGE ABOUT ONE FOOT HIGHER THAN THE ABANDONED
 FQ0351'ROAD GRADE, AND MARKED WITH A WITNESS POST AND SIGN 2 FEET WEST OF
 FQ0351'MARK.
 FQ0351
 FQ0351                          STATION RECOVERY (1983)
 FQ0351
 FQ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0351'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0351'48.6 KM (30.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0351'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, THENCE 0.3 KM (0.2 MI)
 FQ0351'NORTHWEST ALONG THE OLD HIGHWAY BED, AT ANTELOPE HILL, IN TOP OF A
 FQ0351'VOLCANIC OUTCROP AT THE SOUTH EDGE OF A DUMP, 365.7 METERS (1200 FT)
 FQ0351'WEST OF THE NEW HIGHWAY, 4.2 METERS (14 FT) EAST OF THE CENTER OF THE
 FQ0351'OLD HIGHWAY BED.
 FQ0351'THE MARK IS 0.3 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0165 ***********************************************************************
 FQ0165  DESIGNATION -  V 50
 FQ0165  PID         -  FQ0165
 FQ0165  STATE/COUNTY-  AZ/COCONINO
 FQ0165  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0165
 FQ0165                         *CURRENT SURVEY CONTROL
 FQ0165  ___________________________________________________________________
 FQ0165* NAD 83(1986)-  35 54 10.     (N)    111 24 07.     (W)     SCALED    
 FQ0165* NAVD 88     -      1278.341  (meters)    4194.02   (feet)  ADJUSTED  
 FQ0165  ___________________________________________________________________
 FQ0165  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FQ0165  DYNAMIC HT  -        1276.754 (meters)    4188.82  (feet)  COMP
 FQ0165  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 FQ0165
 FQ0165  VERT ORDER  -  FIRST     CLASS II
 FQ0165
 FQ0165.The horizontal coordinates were scaled from a topographic map and have
 FQ0165.an estimated accuracy of +/- 6 seconds.
 FQ0165
 FQ0165.The orthometric height was determined by differential leveling
 FQ0165.and adjusted in June 1991.
 FQ0165
 FQ0165.The geoid height was determined by GEOID03.
 FQ0165
 FQ0165.The dynamic height is computed by dividing the NAVD 88
 FQ0165.geopotential number by the normal gravity value computed on the
 FQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0165.degrees latitude (g = 980.6199 gals.).
 FQ0165
 FQ0165.The modeled gravity was interpolated from observed gravity values.
 FQ0165
 FQ0165;                    North         East    Units  Estimated Accuracy
 FQ0165;SPC AZ C     -   543,850.      259,820.      MT  (+/- 180 meters Scaled)
 FQ0165
 FQ0165                          SUPERSEDED SURVEY CONTROL
 FQ0165
 FQ0165  NGVD 29 (??/??/92) 1277.472  (m)         4191.17   (f) ADJ UNCH    1 2
 FQ0165
 FQ0165.Superseded values are not recommended for survey control.
 FQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0165.See file dsdata.txt to determine how the superseded data were derived.
 FQ0165
 FQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE637732(NAD 83)
 FQ0165_MARKER: DB = BENCH MARK DISK
 FQ0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0165_SP_SET: ABUTMENT
 FQ0165_STAMPING: V 50 1934
 FQ0165_MARK LOGO: CGS   
 FQ0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0165
 FQ0165  HISTORY     - Date     Condition        Report By
 FQ0165  HISTORY     - 1934     MONUMENTED       CGS
 FQ0165  HISTORY     - 1983     GOOD             NGS
 FQ0165
 FQ0165                          STATION DESCRIPTION
 FQ0165
 FQ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0165'1.8 MI N FROM CAMERON.
 FQ0165'1.8 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0165'SUSPENSION BRIDGE AT CAMERON, CONCONINO COUNTY, AT A DOUBLE CONCRETE
 FQ0165'AND MASONRY BOX CULVERT, IN THE TOP OF THE EAST WINGWALL OF THE SOUTH
 FQ0165'ABUTMENT, AND 12 INCHES NORTHWEST OF THE END OF THE WINGWALL.  A
 FQ0165'STANDARD DISK, STAMPED V 50 1934.
 FQ0165
 FQ0165                          STATION RECOVERY (1983)
 FQ0165
 FQ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0165'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0165'3.2 KM (2.0 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0165'CAMERON, THENCE 0.2 KM (0.15 MI) EAST ALONG A DIRT ROAD, IN TOP OF THE
 FQ0165'EAST END OF THE SOUTH ABUTMENT OF A STONE AND CONCRETE DOUBLE BOX
 FQ0165'CULVERT UNDER THE OLD HIGHWAY, 3.9 METERS (13 FT) EAST OF THE HIGHWAY
 FQ0165'CENTERLINE.
 FQ0165'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0789 ***********************************************************************
 ES0789  DESIGNATION -  V 500
 ES0789  PID         -  ES0789
 ES0789  STATE/COUNTY-  AZ/NAVAJO
 ES0789  USGS QUAD   -  PORTER CANYON (1986)
 ES0789
 ES0789                         *CURRENT SURVEY CONTROL
 ES0789  ___________________________________________________________________
 ES0789* NAD 83(1986)-  34 51 07.     (N)    110 08 58.     (W)     SCALED    
 ES0789* NAVD 88     -      1609.526  (meters)    5280.59   (feet)  ADJUSTED  
 ES0789  ___________________________________________________________________
 ES0789  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0789  DYNAMIC HT  -        1607.302 (meters)    5273.29  (feet)  COMP
 ES0789  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 ES0789
 ES0789  VERT ORDER  -  FIRST     CLASS II
 ES0789
 ES0789.The horizontal coordinates were scaled from a topographic map and have
 ES0789.an estimated accuracy of +/- 6 seconds.
 ES0789
 ES0789.The orthometric height was determined by differential leveling
 ES0789.and adjusted in June 1991.
 ES0789
 ES0789.The geoid height was determined by GEOID03.
 ES0789
 ES0789.The dynamic height is computed by dividing the NAVD 88
 ES0789.geopotential number by the normal gravity value computed on the
 ES0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0789.degrees latitude (g = 980.6199 gals.).
 ES0789
 ES0789.The modeled gravity was interpolated from observed gravity values.
 ES0789
 ES0789;                    North         East    Units  Estimated Accuracy
 ES0789;SPC AZ E     -   427,150.      214,940.      MT  (+/- 180 meters Scaled)
 ES0789
 ES0789                          SUPERSEDED SURVEY CONTROL
 ES0789
 ES0789.No superseded survey control is available for this station.
 ES0789
 ES0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD777569(NAD 83)
 ES0789_MARKER: DB = BENCH MARK DISK
 ES0789_SETTING: 66 = SET IN ROCK OUTCROP
 ES0789_SP_SET: ROCK OUTCROP
 ES0789_STAMPING: V 500 1983
 ES0789_MARK LOGO: NGS   
 ES0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0789+STABILITY: POSITION/ELEVATION WELL
 ES0789
 ES0789  HISTORY     - Date     Condition        Report By
 ES0789  HISTORY     - 1983     MONUMENTED       NGS
 ES0789
 ES0789                          STATION DESCRIPTION
 ES0789
 ES0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0789'6.0 KM (3.75 MI) SOUTH FROM HOLBROOK.
 ES0789'6.0 KM (3.75 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0789'WITH HOPI DRIVE IN HOLBROOK, IN THE CENTER OF THE NORTHERN 1/2 OF A 3
 ES0789'BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 82.3 METERS (270.0 FT)
 ES0789'SOUTH OF THE SOUTH END OF A BOX CULVERT, 60.0 METERS (196.8 FT)
 ES0789'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.7 METERS (12.1 FT) EAST
 ES0789'OF A FENCE CORNER, 2.7 METERS (8.9 FT) NORTHEAST OF A FENCE AND 2.4
 ES0789'METERS (7.9 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 3-96.
 ES0789'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0789'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0814 ***********************************************************************
 ES0814  DESIGNATION -  V 501
 ES0814  PID         -  ES0814
 ES0814  STATE/COUNTY-  AZ/NAVAJO
 ES0814  USGS QUAD   -  TAYLOR (1970)
 ES0814
 ES0814                         *CURRENT SURVEY CONTROL
 ES0814  ___________________________________________________________________
 ES0814* NAD 83(2007)-  34 26 26.34871(N)    110 05 45.30447(W)     NO CHECK  
 ES0814* NAVD 88     -      1746.636  (meters)    5730.42   (feet)  ADJUSTED  
 ES0814  ___________________________________________________________________
 ES0814  EPOCH DATE  -        2007.00
 ES0814  X           -  -1,809,768.526 (meters)                     COMP
 ES0814  Y           -  -4,946,516.898 (meters)                     COMP
 ES0814  Z           -   3,587,838.618 (meters)                     COMP
 ES0814  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 ES0814  ELLIP HEIGHT-        1722.612 (meters)          (02/10/07) NO CHECK
 ES0814  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 ES0814  DYNAMIC HT  -        1744.129 (meters)    5722.20  (feet)  COMP
 ES0814
 ES0814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0814  Type    PID    Designation                      North   East  Ellip
 ES0814  -------------------------------------------------------------------
 ES0814  NETWORK ES0814 V 501                             0.49   0.39   1.78
 ES0814  -------------------------------------------------------------------
 ES0814  MODELED GRAV-     979,138.1   (mgal)                       NAVD 88
 ES0814
 ES0814  VERT ORDER  -  FIRST     CLASS II
 ES0814
 ES0814.The horizontal coordinates were established by GPS observations
 ES0814.and adjusted by the National Geodetic Survey in February 2007.
 ES0814
 ES0814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0814.No horizontal observational check was made to the station.
 ES0814.The horizontal coordinates are valid at the epoch date displayed above.
 ES0814.The epoch date for horizontal control is a decimal equivalence
 ES0814.of Year/Month/Day.
 ES0814
 ES0814.The orthometric height was determined by differential leveling
 ES0814.and adjusted in June 1991.
 ES0814
 ES0814.Photographs are available for this station.
 ES0814
 ES0814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0814
 ES0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0814
 ES0814.The ellipsoidal height was determined by GPS observations
 ES0814.and is referenced to NAD 83.
 ES0814
 ES0814.The geoid height was determined by GEOID03.
 ES0814
 ES0814.The dynamic height is computed by dividing the NAVD 88
 ES0814.geopotential number by the normal gravity value computed on the
 ES0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0814.degrees latitude (g = 980.6199 gals.).
 ES0814
 ES0814.The modeled gravity was interpolated from observed gravity values.
 ES0814
 ES0814;                    North         East     Units Scale Factor Converg.
 ES0814;SPC AZ E     -   381,531.207   219,861.516   MT  0.99990052   +0 02 24.0
 ES0814;SPC AZ E     - 1,251,742.81    721,330.43   iFT  0.99990052   +0 02 24.0
 ES0814;UTM  12      - 3,811,387.021   583,057.694   MT  0.99968503   +0 30 40.8
 ES0814
 ES0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0814!SPC AZ E     -   0.99972966  x   0.99990052  =   0.99963021
 ES0814!UTM  12      -   0.99972966  x   0.99968503  =   0.99941478
 ES0814
 ES0814                          SUPERSEDED SURVEY CONTROL
 ES0814
 ES0814  NAD 83(1992)-  34 26 26.34870(N)    110 05 45.30431(W) AD(       ) 1
 ES0814  ELLIP H (01/17/05) 1722.619  (m)                       GP(       ) 4 1
 ES0814  NAVD 88 (01/17/05) 1746.64   (m)         5730.4    (f) LEVELING    3  
 ES0814
 ES0814.Superseded values are not recommended for survey control.
 ES0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0814.See file dsdata.txt to determine how the superseded data were derived.
 ES0814
 ES0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8305811387(NAD 83)
 ES0814_MARKER: DB = BENCH MARK DISK
 ES0814_SETTING: 66 = SET IN ROCK OUTCROP
 ES0814_SP_SET: ROCK OUTCROP
 ES0814_STAMPING: V 501 1983
 ES0814_MARK LOGO: NGS   
 ES0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0814+STABILITY: POSITION/ELEVATION WELL
 ES0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0814+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 ES0814
 ES0814  HISTORY     - Date     Condition        Report By
 ES0814  HISTORY     - 1983     MONUMENTED       NGS
 ES0814  HISTORY     - 20050117 GOOD             MSAM
 ES0814  HISTORY     - 20061103 GOOD             GEOCAC
 ES0814
 ES0814                          STATION DESCRIPTION
 ES0814
 ES0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0814'23.0 KM (14.3 MI) NORTH FROM SHOW LOW.
 ES0814'23.0 KM (14.3 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0814'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.1 KM (0.05 MI) NORTH OF MILEPOST
 ES0814'356, IN THE CENTER OF THE SOUTH END OF A 14 BY 30 FT EXPOSED AREA OF
 ES0814'OUTCROPPING BEDROCK, 30.0 METERS (98.4 FT) WEST OF THE CENTERLINE OF
 ES0814'THE HIGHWAY, 25.0 METERS (82.0 FT) NORTH OF A T-FENCE CORNER, 17.2
 ES0814'METERS (56.4 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER 31-6 AND 0.4
 ES0814'METER (1.3 FT) EAST OF A FENCE.
 ES0814'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0814'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0814
 ES0814                          STATION RECOVERY (2005)
 ES0814
 ES0814'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2005 (DJK)
 ES0814'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2004
 ES0814'RECOVERED AS DESCRIBED.
 ES0814
 ES0814                          STATION RECOVERY (2006)
 ES0814
 ES0814'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0828 ***********************************************************************
 ES0828  DESIGNATION -  V 502
 ES0828  PID         -  ES0828
 ES0828  STATE/COUNTY-  AZ/NAVAJO
 ES0828  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0828
 ES0828                         *CURRENT SURVEY CONTROL
 ES0828  ___________________________________________________________________
 ES0828* NAD 83(1986)-  34 17 30.     (N)    110 01 53.     (W)     SCALED    
 ES0828* NAVD 88     -      1945.182  (meters)    6381.82   (feet)  ADJUSTED  
 ES0828  ___________________________________________________________________
 ES0828  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 ES0828  DYNAMIC HT  -        1942.301 (meters)    6372.37  (feet)  COMP
 ES0828  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 ES0828
 ES0828  VERT ORDER  -  FIRST     CLASS II
 ES0828
 ES0828.The horizontal coordinates were scaled from a topographic map and have
 ES0828.an estimated accuracy of +/- 6 seconds.
 ES0828
 ES0828.The orthometric height was determined by differential leveling
 ES0828.and adjusted in June 1991.
 ES0828
 ES0828.The geoid height was determined by GEOID03.
 ES0828
 ES0828.The dynamic height is computed by dividing the NAVD 88
 ES0828.geopotential number by the normal gravity value computed on the
 ES0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0828.degrees latitude (g = 980.6199 gals.).
 ES0828
 ES0828.The modeled gravity was interpolated from observed gravity values.
 ES0828
 ES0828;                    North         East    Units  Estimated Accuracy
 ES0828;SPC AZ E     -   365,010.      225,810.      MT  (+/- 180 meters Scaled)
 ES0828
 ES0828                          SUPERSEDED SURVEY CONTROL
 ES0828
 ES0828.No superseded survey control is available for this station.
 ES0828
 ES0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC891949(NAD 83)
 ES0828_MARKER: DB = BENCH MARK DISK
 ES0828_SETTING: 66 = SET IN ROCK OUTCROP
 ES0828_SP_SET: ROCK OUTCROP
 ES0828_STAMPING: V 502 1983
 ES0828_MARK LOGO: NGS   
 ES0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0828+STABILITY: POSITION/ELEVATION WELL
 ES0828
 ES0828  HISTORY     - Date     Condition        Report By
 ES0828  HISTORY     - 1983     MONUMENTED       NGS
 ES0828
 ES0828                          STATION DESCRIPTION
 ES0828
 ES0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0828'4.9 KM (3.05 MI) NORTH FROM SHOW LOW.
 ES0828'4.9 KM (3.05 MI) NORTHERLY ALONG STATE HIGHWAY 77  FROM ITS JUNCTION
 ES0828'WITH STATE HIGHWAY 260 IN SHOW LOW, IN THE CENTER OF THE NORTHWEST END
 ES0828'OF A 3 BY 5 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI)
 ES0828'SOUTH OF MILEPOST 345, 18.3 METERS (60.0 FT) SOUTHWEST OF A FENCE AND
 ES0828'12.1 METERS (39.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 ES0828'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 ES0828'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0530 ***********************************************************************
 FQ0530  DESIGNATION -  V 503
 FQ0530  PID         -  FQ0530
 FQ0530  STATE/COUNTY-  AZ/COCONINO
 FQ0530  USGS QUAD   -  TUCKER MESA (1983)
 FQ0530
 FQ0530                         *CURRENT SURVEY CONTROL
 FQ0530  ___________________________________________________________________
 FQ0530* NAD 83(1986)-  35 04 02.     (N)    110 50 06.     (W)     SCALED    
 FQ0530* NAVD 88     -      1534.313  (meters)    5033.83   (feet)  ADJUSTED  
 FQ0530  ___________________________________________________________________
 FQ0530  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0530  DYNAMIC HT  -        1532.272 (meters)    5027.13  (feet)  COMP
 FQ0530  MODELED GRAV-     979,250.8   (mgal)                       NAVD 88
 FQ0530
 FQ0530  VERT ORDER  -  FIRST     CLASS II
 FQ0530
 FQ0530.The horizontal coordinates were scaled from a topographic map and have
 FQ0530.an estimated accuracy of +/- 6 seconds.
 FQ0530
 FQ0530.The orthometric height was determined by differential leveling
 FQ0530.and adjusted in June 1991.
 FQ0530
 FQ0530.The geoid height was determined by GEOID03.
 FQ0530
 FQ0530.The dynamic height is computed by dividing the NAVD 88
 FQ0530.geopotential number by the normal gravity value computed on the
 FQ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0530.degrees latitude (g = 980.6199 gals.).
 FQ0530
 FQ0530.The modeled gravity was interpolated from observed gravity values.
 FQ0530
 FQ0530;                    North         East    Units  Estimated Accuracy
 FQ0530;SPC AZ C     -   451,570.      312,020.      MT  (+/- 180 meters Scaled)
 FQ0530
 FQ0530                          SUPERSEDED SURVEY CONTROL
 FQ0530
 FQ0530.No superseded survey control is available for this station.
 FQ0530
 FQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD150805(NAD 83)
 FQ0530_MARKER: DB = BENCH MARK DISK
 FQ0530_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FQ0530_SP_SET: PIER
 FQ0530_STAMPING: V 503 1983
 FQ0530_MARK LOGO: NGS   
 FQ0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0530+STABILITY: POSITION/ELEVATION WELL
 FQ0530
 FQ0530  HISTORY     - Date     Condition        Report By
 FQ0530  HISTORY     - 1983     MONUMENTED       NGS
 FQ0530
 FQ0530                          STATION DESCRIPTION
 FQ0530
 FQ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0530'13.7 KM (8.5 MI) WEST FROM WINSLOW.
 FQ0530'13.7 KM (8.5 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0530'HIGHWAY 40 FROM THE POST OFFICE IN WINSLOW, IN THE CENTER OF THE
 FQ0530'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE STATE HIGHWAY
 FQ0530'99 OVERPASS OF THE HIGHWAY AND 5.8 METERS (19.0 FT) SOUTHEAST OF THE
 FQ0530'CENTERLINE OF STATE HIGHWAY 99.
 FQ0530'THE MARK IS 1.3 M BELOW STATE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0535 ***********************************************************************
 FQ0535  DESIGNATION -  V 504
 FQ0535  PID         -  FQ0535
 FQ0535  STATE/COUNTY-  AZ/COCONINO
 FQ0535  USGS QUAD   -  METEOR CRATER (1983)
 FQ0535
 FQ0535                         *CURRENT SURVEY CONTROL
 FQ0535  ___________________________________________________________________
 FQ0535* NAD 83(1986)-  35 07 02.     (N)    111 05 04.     (W)     SCALED    
 FQ0535* NAVD 88     -      1655.894  (meters)    5432.71   (feet)  ADJUSTED  
 FQ0535  ___________________________________________________________________
 FQ0535  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FQ0535  DYNAMIC HT  -        1653.647 (meters)    5425.34  (feet)  COMP
 FQ0535  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 FQ0535
 FQ0535  VERT ORDER  -  FIRST     CLASS II
 FQ0535
 FQ0535.The horizontal coordinates were scaled from a topographic map and have
 FQ0535.an estimated accuracy of +/- 6 seconds.
 FQ0535
 FQ0535.The orthometric height was determined by differential leveling
 FQ0535.and adjusted in June 1991.
 FQ0535
 FQ0535.The geoid height was determined by GEOID03.
 FQ0535
 FQ0535.The dynamic height is computed by dividing the NAVD 88
 FQ0535.geopotential number by the normal gravity value computed on the
 FQ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0535.degrees latitude (g = 980.6199 gals.).
 FQ0535
 FQ0535.The modeled gravity was interpolated from observed gravity values.
 FQ0535
 FQ0535;                    North         East    Units  Estimated Accuracy
 FQ0535;SPC AZ C     -   456,900.      289,220.      MT  (+/- 180 meters Scaled)
 FQ0535
 FQ0535                          SUPERSEDED SURVEY CONTROL
 FQ0535
 FQ0535.No superseded survey control is available for this station.
 FQ0535
 FQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD923860(NAD 83)
 FQ0535_MARKER: DB = BENCH MARK DISK
 FQ0535_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0535_SP_SET: ROCK OUTCROP
 FQ0535_STAMPING: V 504 1983
 FQ0535_MARK LOGO: NGS   
 FQ0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0535+STABILITY: POSITION/ELEVATION WELL
 FQ0535
 FQ0535  HISTORY     - Date     Condition        Report By
 FQ0535  HISTORY     - 1983     MONUMENTED       NGS
 FQ0535
 FQ0535                          STATION DESCRIPTION
 FQ0535
 FQ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0535'37.1 KM (23.05 MI) WEST FROM WINSLOW.
 FQ0535'37.1 KM (23.05 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0535'HIGHWAY 40 FROM THE POST OFFICE IN WINSLOW, IN THE CENTER OF A 3 BY 9
 FQ0535'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) WEST OF
 FQ0535'MILEPOST 231, 16.6 METERS (54.5 FT) SOUTH A FENCE AND 14.3 METERS
 FQ0535'(46.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 FQ0535'HIGHWAY.
 FQ0535'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0535'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0466 ***********************************************************************
 GP0466  DESIGNATION -  V 505
 GP0466  PID         -  GP0466
 GP0466  STATE/COUNTY-  AZ/COCONINO
 GP0466  USGS QUAD   -  MOENKOPI (1969)
 GP0466
 GP0466                         *CURRENT SURVEY CONTROL
 GP0466  ___________________________________________________________________
 GP0466* NAD 83(1986)-  36 07 21.     (N)    111 12 57.     (W)     SCALED    
 GP0466* NAVD 88     -      1478.023  (meters)    4849.15   (feet)  ADJUSTED  
 GP0466  ___________________________________________________________________
 GP0466  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 GP0466  DYNAMIC HT  -        1476.176 (meters)    4843.09  (feet)  COMP
 GP0466  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 GP0466
 GP0466  VERT ORDER  -  FIRST     CLASS II
 GP0466
 GP0466.The horizontal coordinates were scaled from a topographic map and have
 GP0466.an estimated accuracy of +/- 6 seconds.
 GP0466
 GP0466.The orthometric height was determined by differential leveling
 GP0466.and adjusted in June 1991.
 GP0466
 GP0466.The geoid height was determined by GEOID03.
 GP0466
 GP0466.The dynamic height is computed by dividing the NAVD 88
 GP0466.geopotential number by the normal gravity value computed on the
 GP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0466.degrees latitude (g = 980.6199 gals.).
 GP0466
 GP0466.The modeled gravity was interpolated from observed gravity values.
 GP0466
 GP0466;                    North         East    Units  Estimated Accuracy
 GP0466;SPC AZ C     -   568,330.      276,450.      MT  (+/- 180 meters Scaled)
 GP0466
 GP0466                          SUPERSEDED SURVEY CONTROL
 GP0466
 GP0466.No superseded survey control is available for this station.
 GP0466
 GP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE805975(NAD 83)
 GP0466_MARKER: DB = BENCH MARK DISK
 GP0466_SETTING: 66 = SET IN ROCK OUTCROP
 GP0466_SP_SET: ROCK OUTCROP
 GP0466_STAMPING: V 505 1983
 GP0466_MARK LOGO: NGS   
 GP0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0466+STABILITY: POSITION/ELEVATION WELL
 GP0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0466+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GP0466
 GP0466  HISTORY     - Date     Condition        Report By
 GP0466  HISTORY     - 1983     MONUMENTED       NGS
 GP0466  HISTORY     - 20050415 GOOD             NGS
 GP0466
 GP0466                          STATION DESCRIPTION
 GP0466
 GP0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0466'1.3 KM (0.8 MI) NE FROM TUBA CITY.
 GP0466'1.3 KM (0.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0466'WITH STATE HIGHWAY 264 IN TUBA CITY, IN THE CENTER OF THE NORTHERN 1/2
 GP0466'OF A 6- BY 10-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 GP0466'13.2 METERS (43.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GP0466'0.6 METERS (2.0 FT) SOUTH OF THE NORTH END OF THE OUTCROP.
 GP0466'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GP0466'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GP0466
 GP0466                          STATION RECOVERY (2005)
 GP0466
 GP0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GP0466'WITNESS POST REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0442 ***********************************************************************
 GP0442  DESIGNATION -  V 506
 GP0442  PID         -  GP0442
 GP0442  STATE/COUNTY-  AZ/COCONINO
 GP0442  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0442
 GP0442                         *CURRENT SURVEY CONTROL
 GP0442  ___________________________________________________________________
 GP0442* NAD 83(1986)-  36 22 31.     (N)    110 53 33.     (W)     SCALED    
 GP0442* NAVD 88     -      1711.657  (meters)    5615.66   (feet)  ADJUSTED  
 GP0442  ___________________________________________________________________
 GP0442  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 GP0442  DYNAMIC HT  -        1709.520 (meters)    5608.65  (feet)  COMP
 GP0442  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 GP0442
 GP0442  VERT ORDER  -  FIRST     CLASS II
 GP0442
 GP0442.The horizontal coordinates were scaled from a topographic map and have
 GP0442.an estimated accuracy of +/- 6 seconds.
 GP0442
 GP0442.The orthometric height was determined by differential leveling
 GP0442.and adjusted in June 1991.
 GP0442
 GP0442.The geoid height was determined by GEOID03.
 GP0442
 GP0442.The dynamic height is computed by dividing the NAVD 88
 GP0442.geopotential number by the normal gravity value computed on the
 GP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0442.degrees latitude (g = 980.6199 gals.).
 GP0442
 GP0442.The modeled gravity was interpolated from observed gravity values.
 GP0442
 GP0442;                    North         East    Units  Estimated Accuracy
 GP0442;SPC AZ C     -   596,640.      305,260.      MT  (+/- 180 meters Scaled)
 GP0442
 GP0442                          SUPERSEDED SURVEY CONTROL
 GP0442
 GP0442.No superseded survey control is available for this station.
 GP0442
 GP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF096255(NAD 83)
 GP0442_MARKER: I = METAL ROD
 GP0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0442_SP_SET: STAINLESS STEEL ROD
 GP0442_STAMPING: V 506 1983
 GP0442_MARK LOGO: NGS   
 GP0442_PROJECTION: FLUSH
 GP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0442_ROD/PIPE-DEPTH: 11.0 meters
 GP0442
 GP0442  HISTORY     - Date     Condition        Report By
 GP0442  HISTORY     - 1983     MONUMENTED       NGS
 GP0442
 GP0442                          STATION DESCRIPTION
 GP0442
 GP0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0442'43.5 KM (27.0 MI) NE FROM TUBA CITY.
 GP0442'43.5 KM (27.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0442'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 7.5 KM (4.65 MI)
 GP0442'NORTHEAST OF THE RED LAKE TRADING POST, 1.0 KM (0.6 MI) NORTHEAST OF
 GP0442'MILEPOST 348, 60.5 METERS (198.5 FT) NORTHWEST OF THE CENTERLINE OF
 GP0442'THE HIGHWAY, AND 5.9 METERS (19.4 FT) SOUTHWEST OF THE CENTER OF A
 GP0442'DIRT ROAD LEADING NORTHWEST.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0442'THROUGH A 5-INCH LOGO CAP.
 GP0442'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0442'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0480 ***********************************************************************
 FQ0480  DESIGNATION -  V 508
 FQ0480  PID         -  FQ0480
 FQ0480  STATE/COUNTY-  AZ/COCONINO
 FQ0480  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0480
 FQ0480                         *CURRENT SURVEY CONTROL
 FQ0480  ___________________________________________________________________
 FQ0480* NAD 83(1986)-  35 31 02.     (N)    111 32 37.     (W)     SCALED    
 FQ0480* NAVD 88     -      1809.071  (meters)    5935.26   (feet)  ADJUSTED  
 FQ0480  ___________________________________________________________________
 FQ0480  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FQ0480  DYNAMIC HT  -        1806.689 (meters)    5927.45  (feet)  COMP
 FQ0480  MODELED GRAV-     979,251.8   (mgal)                       NAVD 88
 FQ0480
 FQ0480  VERT ORDER  -  FIRST     CLASS II
 FQ0480
 FQ0480.The horizontal coordinates were scaled from a topographic map and have
 FQ0480.an estimated accuracy of +/- 6 seconds.
 FQ0480
 FQ0480.The orthometric height was determined by differential leveling
 FQ0480.and adjusted in June 1991.
 FQ0480
 FQ0480.The geoid height was determined by GEOID03.
 FQ0480
 FQ0480.The dynamic height is computed by dividing the NAVD 88
 FQ0480.geopotential number by the normal gravity value computed on the
 FQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0480.degrees latitude (g = 980.6199 gals.).
 FQ0480
 FQ0480.The modeled gravity was interpolated from observed gravity values.
 FQ0480
 FQ0480;                    North         East    Units  Estimated Accuracy
 FQ0480;SPC AZ C     -   501,020.      247,200.      MT  (+/- 180 meters Scaled)
 FQ0480
 FQ0480                          SUPERSEDED SURVEY CONTROL
 FQ0480
 FQ0480.No superseded survey control is available for this station.
 FQ0480
 FQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE507305(NAD 83)
 FQ0480_MARKER: DB = BENCH MARK DISK
 FQ0480_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0480_SP_SET: ROCK OUTCROP
 FQ0480_STAMPING: V 508 1983
 FQ0480_MARK LOGO: NGS   
 FQ0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0480+STABILITY: POSITION/ELEVATION WELL
 FQ0480
 FQ0480  HISTORY     - Date     Condition        Report By
 FQ0480  HISTORY     - 1983     MONUMENTED       NGS
 FQ0480
 FQ0480                          STATION DESCRIPTION
 FQ0480
 FQ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0480'46.2 KM (28.7 MI) NORTH FROM FLAGSTAFF.
 FQ0480'46.2 KM (28.7 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0480'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 2 BY 3 FOOT
 FQ0480'PORTION OF VOLCANIC OUTCROP PROJECTING 1 INCH ABOVE THE SURFACE OF THE
 FQ0480'GROUND, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 441, 14.6 METERS (48 FT)
 FQ0480'EAST OF THE HIGHWAY CENTERLINE, 30.4 METERS (100 FT) NORTH OF THE
 FQ0480'NORTH END OF A STEEL GUARD RAIL, 16.7 METERS (55 FT) WEST OF TELEPHONE
 FQ0480'POLE 540, 7.0 METERS (23 FT) WEST OF THE RIGHT OF WAY FENCE.
 FQ0480'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0480'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0025 ***********************************************************************
 GQ0025  DESIGNATION -  V 51
 GQ0025  PID         -  GQ0025
 GQ0025  STATE/COUNTY-  AZ/COCONINO
 GQ0025  USGS QUAD   -  JACOB LAKE (1988)
 GQ0025
 GQ0025                         *CURRENT SURVEY CONTROL
 GQ0025  ___________________________________________________________________
 GQ0025* NAD 83(1986)-  36 44 10.     (N)    112 12 54.     (W)     SCALED    
 GQ0025* NAVD 88     -      2386.997  (meters)    7831.34   (feet)  POSTED    
 GQ0025  ___________________________________________________________________
 GQ0025  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 GQ0025  DYNAMIC HT  -        2383.850 (meters)    7821.01  (feet)  COMP
 GQ0025  MODELED GRAV-     979,224.0   (mgal)                       NAVD 88
 GQ0025
 GQ0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0025
 GQ0025.The horizontal coordinates were scaled from a topographic map and have
 GQ0025.an estimated accuracy of +/- 6 seconds.
 GQ0025
 GQ0025.The orthometric height was determined by differential leveling
 GQ0025.and adjusted by the  in 1992.
 GQ0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0025.rate of 0.0 thru 1.0 mm/km.
 GQ0025
 GQ0025.The geoid height was determined by GEOID03.
 GQ0025
 GQ0025.The dynamic height is computed by dividing the NAVD 88
 GQ0025.geopotential number by the normal gravity value computed on the
 GQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0025.degrees latitude (g = 980.6199 gals.).
 GQ0025
 GQ0025.The modeled gravity was interpolated from observed gravity values.
 GQ0025
 GQ0025;                    North         East    Units  Estimated Accuracy
 GQ0025;SPC AZ C     -   636,230.      186,720.      MT  (+/- 180 meters Scaled)
 GQ0025
 GQ0025                          SUPERSEDED SURVEY CONTROL
 GQ0025
 GQ0025  NGVD 29 (??/??/92) 2385.792  (m)         7827.39   (f) ADJ UNCH    1 2
 GQ0025
 GQ0025.Superseded values are not recommended for survey control.
 GQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0025.See file dsdata.txt to determine how the superseded data were derived.
 GQ0025
 GQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF915662(NAD 83)
 GQ0025_MARKER: DB = BENCH MARK DISK
 GQ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0025_STAMPING: V 51 1934
 GQ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0025+STABILITY: SURFACE MOTION
 GQ0025
 GQ0025  HISTORY     - Date     Condition        Report By
 GQ0025  HISTORY     - 1934     MONUMENTED       CGS
 GQ0025
 GQ0025                          STATION DESCRIPTION
 GQ0025
 GQ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0025'1.5 MI NW FROM JACOB LAKE.
 GQ0025'1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0025'COUNTY, 0.2 MILE NORTH OF A CATTLE GUARD, AND 30 FEET NORTHEAST OF THE
 GQ0025'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 51 1934 AND SET
 GQ0025'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0346 ***********************************************************************
 GP0346  DESIGNATION -  V 510
 GP0346  PID         -  GP0346
 GP0346  STATE/COUNTY-  AZ/COCONINO
 GP0346  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0346
 GP0346                         *CURRENT SURVEY CONTROL
 GP0346  ___________________________________________________________________
 GP0346* NAD 83(1986)-  36 05 31.     (N)    111 23 38.     (W)     SCALED    
 GP0346* NAVD 88     -      1374.019  (meters)    4507.93   (feet)  ADJUSTED  
 GP0346  ___________________________________________________________________
 GP0346  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 GP0346  DYNAMIC HT  -        1372.339 (meters)    4502.42  (feet)  COMP
 GP0346  MODELED GRAV-     979,362.7   (mgal)                       NAVD 88
 GP0346
 GP0346  VERT ORDER  -  FIRST     CLASS II
 GP0346
 GP0346.The horizontal coordinates were scaled from a topographic map and have
 GP0346.an estimated accuracy of +/- 6 seconds.
 GP0346
 GP0346.The orthometric height was determined by differential leveling
 GP0346.and adjusted in June 1991.
 GP0346
 GP0346.The geoid height was determined by GEOID03.
 GP0346
 GP0346.The dynamic height is computed by dividing the NAVD 88
 GP0346.geopotential number by the normal gravity value computed on the
 GP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0346.degrees latitude (g = 980.6199 gals.).
 GP0346
 GP0346.The modeled gravity was interpolated from observed gravity values.
 GP0346
 GP0346;                    North         East    Units  Estimated Accuracy
 GP0346;SPC AZ C     -   564,840.      260,440.      MT  (+/- 180 meters Scaled)
 GP0346
 GP0346                          SUPERSEDED SURVEY CONTROL
 GP0346
 GP0346.No superseded survey control is available for this station.
 GP0346
 GP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE645942(NAD 83)
 GP0346_MARKER: DB = BENCH MARK DISK
 GP0346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0346_SP_SET: ABUTMENT
 GP0346_STAMPING: V 510 1983
 GP0346_MARK LOGO: NGS   
 GP0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0346
 GP0346  HISTORY     - Date     Condition        Report By
 GP0346  HISTORY     - 1983     MONUMENTED       NGS
 GP0346
 GP0346                          STATION DESCRIPTION
 GP0346
 GP0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0346'24.5 KM (15.2 MI) NORTH FROM CAMERON.
 GP0346'24.5 KM (15.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0346'CAMERON, IN TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE CONCRETE
 GP0346'BRIDGE OVER A SANDY WASH, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 482 AND
 GP0346'THE JUNCTION OF THE OLD HIGHWAY GRADE, 8.0 METERS (27 FT) EAST OF THE
 GP0346'HIGHWAY CENTERLINE, 54.0 METERS (177 FT) WEST OF THE CENTER OF THE OLD
 GP0346'HIGHWAY BRIDGE, 2.1 METERS (7 FT) SOUTH OF THE NORTH END OF THE
 GP0346'CONCRETE GUARD RAIL.
 GP0346'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0471 ***********************************************************************
 FQ0471  DESIGNATION -  V 511
 FQ0471  PID         -  FQ0471
 FQ0471  STATE/COUNTY-  AZ/COCONINO
 FQ0471  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0471
 FQ0471                         *CURRENT SURVEY CONTROL
 FQ0471  ___________________________________________________________________
 FQ0471* NAD 83(1986)-  35 23 34.     (N)    111 34 43.     (W)     SCALED    
 FQ0471* NAVD 88     -      2147.368  (meters)    7045.16   (feet)  ADJUSTED  
 FQ0471  ___________________________________________________________________
 FQ0471  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FQ0471  DYNAMIC HT  -        2144.371 (meters)    7035.32  (feet)  COMP
 FQ0471  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 FQ0471
 FQ0471  VERT ORDER  -  FIRST     CLASS II
 FQ0471
 FQ0471.The horizontal coordinates were scaled from a topographic map and have
 FQ0471.an estimated accuracy of +/- 6 seconds.
 FQ0471
 FQ0471.The orthometric height was determined by differential leveling
 FQ0471.and adjusted in June 1991.
 FQ0471
 FQ0471.The geoid height was determined by GEOID03.
 FQ0471
 FQ0471.The dynamic height is computed by dividing the NAVD 88
 FQ0471.geopotential number by the normal gravity value computed on the
 FQ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0471.degrees latitude (g = 980.6199 gals.).
 FQ0471
 FQ0471.The modeled gravity was interpolated from observed gravity values.
 FQ0471
 FQ0471;                    North         East    Units  Estimated Accuracy
 FQ0471;SPC AZ C     -   487,200.      244,070.      MT  (+/- 180 meters Scaled)
 FQ0471
 FQ0471                          SUPERSEDED SURVEY CONTROL
 FQ0471
 FQ0471.No superseded survey control is available for this station.
 FQ0471
 FQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE474167(NAD 83)
 FQ0471_MARKER: I = METAL ROD
 FQ0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0471_SP_SET: STAINLESS STEEL ROD
 FQ0471_STAMPING: V 511 1983
 FQ0471_MARK LOGO: NGS   
 FQ0471_PROJECTION: FLUSH
 FQ0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0471_ROD/PIPE-DEPTH: 3.6  meters
 FQ0471
 FQ0471  HISTORY     - Date     Condition        Report By
 FQ0471  HISTORY     - 1983     MONUMENTED       NGS
 FQ0471
 FQ0471                          STATION DESCRIPTION
 FQ0471
 FQ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0471'32.0 KM (19.9 MI) NORTH FROM FLAGSTAFF.
 FQ0471'32.0 KM (19.9 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0471'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN THE NORTHWEST CORNER OF
 FQ0471'THE T JUNCTION OF A ROAD LEADING WEST TO HOSTETTOR TANK, 32.9 METERS
 FQ0471'(108 FT) WEST OF THE HIGHWAY CENTERLINE, 82.2 METERS (270 FT)
 FQ0471'SOUTHWEST OF MILEPOST 432, 60.9 METERS (200 FT) NORTH OF THE CENTER OF
 FQ0471'A ROAD LEADING WEST, 4.2 METERS (14 FT) WEST OF A FOREST SERVICE SIGN,
 FQ0471'0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0471'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0471'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0415 ***********************************************************************
 GP0415  DESIGNATION -  V 512
 GP0415  PID         -  GP0415
 GP0415  STATE/COUNTY-  AZ/NAVAJO
 GP0415  USGS QUAD   -  LONG HOUSE VALLEY (1982)
 GP0415
 GP0415                         *CURRENT SURVEY CONTROL
 GP0415  ___________________________________________________________________
 GP0415* NAD 83(1986)-  36 35 37.     (N)    110 28 20.     (W)     SCALED    
 GP0415* NAVD 88     -      1960.775  (meters)    6432.98   (feet)  ADJUSTED  
 GP0415  ___________________________________________________________________
 GP0415  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GP0415  DYNAMIC HT  -        1958.313 (meters)    6424.90  (feet)  COMP
 GP0415  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 GP0415
 GP0415  VERT ORDER  -  FIRST     CLASS II
 GP0415
 GP0415.The horizontal coordinates were scaled from a topographic map and have
 GP0415.an estimated accuracy of +/- 6 seconds.
 GP0415
 GP0415.The orthometric height was determined by differential leveling
 GP0415.and adjusted in June 1991.
 GP0415
 GP0415.The geoid height was determined by GEOID03.
 GP0415
 GP0415.The dynamic height is computed by dividing the NAVD 88
 GP0415.geopotential number by the normal gravity value computed on the
 GP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0415.degrees latitude (g = 980.6199 gals.).
 GP0415
 GP0415.The modeled gravity was interpolated from observed gravity values.
 GP0415
 GP0415;                    North         East    Units  Estimated Accuracy
 GP0415;SPC AZ E     -   620,420.      186,020.      MT  (+/- 180 meters Scaled)
 GP0415
 GP0415                          SUPERSEDED SURVEY CONTROL
 GP0415
 GP0415.No superseded survey control is available for this station.
 GP0415
 GP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF472499(NAD 83)
 GP0415_MARKER: I = METAL ROD
 GP0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0415_SP_SET: STAINLESS STEEL ROD
 GP0415_STAMPING: V 512 1983
 GP0415_MARK LOGO: NGS   
 GP0415_PROJECTION: FLUSH
 GP0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0415_ROD/PIPE-DEPTH: 17.1 meters
 GP0415
 GP0415  HISTORY     - Date     Condition        Report By
 GP0415  HISTORY     - 1983     MONUMENTED       NGS
 GP0415
 GP0415                          STATION DESCRIPTION
 GP0415
 GP0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0415'25.6 KM (15.9 MI) SW FROM KAYENTA.
 GP0415'25.6 KM (15.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0415'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 4.9 KM (3.05 MI) NORTHEAST
 GP0415'OF STATE HIGHWAY 564, 0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 377,
 GP0415'30.3 METERS (99.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GP0415'21.3 METERS (69.9 FT) NORTH OF A UTILITY POLE, AND 8.6 METERS
 GP0415'(28.2 FT) SOUTH OF THE CENTER OF A GATE AND TRACK ROAD LEADING
 GP0415'SOUTHWEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GP0415'CAP.
 GP0415'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 GP0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8509 ***********************************************************************
 AH8509  DESIGNATION -  V 513
 AH8509  PID         -  AH8509
 AH8509  STATE/COUNTY-  AZ/MARICOPA
 AH8509  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8509
 AH8509                         *CURRENT SURVEY CONTROL
 AH8509  ___________________________________________________________________
 AH8509* NAD 83(1986)-  33 34 23.     (N)    111 53 31.     (W)     SCALED    
 AH8509* NAVD 88     -       410.926  (meters)    1348.18   (feet)  READJUSTED
 AH8509  ___________________________________________________________________
 AH8509  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AH8509  DYNAMIC HT  -         410.440 (meters)    1346.59  (feet)  COMP
 AH8509  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 AH8509
 AH8509  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 AH8509
 AH8509.The horizontal coordinates were scaled from a topographic map and have
 AH8509.an estimated accuracy of +/- 6 seconds.
 AH8509
 AH8509.The orthometric height was determined by differential leveling
 AH8509.and adjusted in July 2002.
 AH8509.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 AH8509.mark was located on a no-check spur therefore a value was not computed.
 AH8509.The height was derived from older observations constrained to new
 AH8509.heights in a crustal motion area.  The height is approximate in
 AH8509.relation to other heights in its vicinity.
 AH8509.No vertical observational check was made to the station.
 AH8509
 AH8509.The geoid height was determined by GEOID03.
 AH8509
 AH8509.The dynamic height is computed by dividing the NAVD 88
 AH8509.geopotential number by the normal gravity value computed on the
 AH8509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8509.degrees latitude (g = 980.6199 gals.).
 AH8509
 AH8509.The modeled gravity was interpolated from observed gravity values.
 AH8509
 AH8509;                    North         East    Units  Estimated Accuracy
 AH8509;SPC AZ C     -   285,300.      215,660.      MT  (+/- 180 meters Scaled)
 AH8509
 AH8509                          SUPERSEDED SURVEY CONTROL
 AH8509
 AH8509.No superseded survey control is available for this station.
 AH8509
 AH8509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC172151(NAD 83)
 AH8509_MARKER: DD = SURVEY DISK
 AH8509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8509_STAMPING: V 513
 AH8509_MARK LOGO: AZ0420
 AH8509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8509+STABILITY: SURFACE MOTION
 AH8509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8509+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 AH8509
 AH8509  HISTORY     - Date     Condition        Report By
 AH8509  HISTORY     - UNK      MONUMENTED       AZ0420
 AH8509  HISTORY     - 19990301 GOOD             NGS
 AH8509  HISTORY     - 20070126 GOOD             GEOCAC
 AH8509
 AH8509                          STATION DESCRIPTION
 AH8509
 AH8509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8509'IN SCOTTSDALE, AT THE INTERSECTION OF MOUNTAINVIEW ROAD AND FIRABIAN
 AH8509'TRAIL, NEAR THE CENTER OF THE INTERSECTION, 7.0 M (23.0 FT) SOUTH OF
 AH8509'THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 7.0 M (23.0 FT)
 AH8509'NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD, ON THE
 AH8509'CENTERLINE OF THE TRAIL, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED
 AH8509'BY THE ROAD SURFACE.  NOTE--THE MARK IS ON ROAD RIGHT-OF-WAY.
 AH8509
 AH8509                          STATION RECOVERY (2007)
 AH8509
 AH8509'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 AH8509'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 AH8509'THE DESCRIPTION   THE STATION IS LOCATED AT THE INTERSECTION OF
 AH8509'MOUNTAIN VIEW ROAD AND ARABIAN TRAIL. HANDHELD COORDINATES
 AH8509' 
 AH8509'33 34 25.7 (N)   111 53 32.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2513 ***********************************************************************
 CZ2513  DESIGNATION -  V 516
 CZ2513  PID         -  CZ2513
 CZ2513  STATE/COUNTY-  AZ/PINAL
 CZ2513  USGS QUAD   -  COOLIDGE (1992)
 CZ2513
 CZ2513                         *CURRENT SURVEY CONTROL
 CZ2513  ___________________________________________________________________
 CZ2513* NAD 83(1986)-  32 52 45.     (N)    111 30 33.     (W)     SCALED    
 CZ2513* NAVD 88     -       446.185  (meters)    1463.86   (feet)  ADJUSTED  
 CZ2513  ___________________________________________________________________
 CZ2513  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CZ2513  DYNAMIC HT  -         445.630 (meters)    1462.04  (feet)  COMP
 CZ2513  MODELED GRAV-     979,381.2   (mgal)                       NAVD 88
 CZ2513
 CZ2513  VERT ORDER  -  FIRST     CLASS II
 CZ2513
 CZ2513.The horizontal coordinates were scaled from a topographic map and have
 CZ2513.an estimated accuracy of +/- 6 seconds.
 CZ2513
 CZ2513.The orthometric height was determined by differential leveling
 CZ2513.and adjusted in November 1993.
 CZ2513
 CZ2513.The geoid height was determined by GEOID03.
 CZ2513
 CZ2513.The dynamic height is computed by dividing the NAVD 88
 CZ2513.geopotential number by the normal gravity value computed on the
 CZ2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2513.degrees latitude (g = 980.6199 gals.).
 CZ2513
 CZ2513.The modeled gravity was interpolated from observed gravity values.
 CZ2513
 CZ2513;                    North         East    Units  Estimated Accuracy
 CZ2513;SPC AZ C     -   208,430.      251,490.      MT  (+/- 180 meters Scaled)
 CZ2513
 CZ2513                          SUPERSEDED SURVEY CONTROL
 CZ2513
 CZ2513.No superseded survey control is available for this station.
 CZ2513
 CZ2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB523380(NAD 83)
 CZ2513_MARKER: I = METAL ROD
 CZ2513_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2513_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2513_STAMPING: V 516 1992
 CZ2513_MARK LOGO: NGS   
 CZ2513_PROJECTION: FLUSH
 CZ2513_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2513+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ2513_ROD/PIPE-DEPTH: 6.7  meters
 CZ2513_SLEEVE-DEPTH  : 0.9 meters
 CZ2513
 CZ2513  HISTORY     - Date     Condition        Report By
 CZ2513  HISTORY     - 1992     MONUMENTED       NGS
 CZ2513  HISTORY     - 20070401 GOOD             GEOCAC
 CZ2513
 CZ2513                          STATION DESCRIPTION
 CZ2513
 CZ2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2513'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ2513'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ2513'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ2513'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 15.1 KM (9.40 MI)
 CZ2513'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 0.1 KM (0.05
 CZ2513'MI) EASTERLY ALONG STEELE ROAD, 9.3 M (30.5 FT) SOUTH OF AND LEVEL
 CZ2513'WITH THE ROAD CENTER, 2.2 M (7.2 FT) EAST OF A UTILITY POLE WITH 3
 CZ2513'GUY CABLES, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS
 CZ2513'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2513
 CZ2513                          STATION RECOVERY (2007)
 CZ2513
 CZ2513'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2312 ***********************************************************************
 DU2312  DESIGNATION -  V 517
 DU2312  PID         -  DU2312
 DU2312  STATE/COUNTY-  AZ/MARICOPA
 DU2312  USGS QUAD   -  BUCKHORN (1982)
 DU2312
 DU2312                         *CURRENT SURVEY CONTROL
 DU2312  ___________________________________________________________________
 DU2312* NAD 83(1986)-  33 26 33.     (N)    111 44 11.     (W)     SCALED    
 DU2312* NAVD 88     -       411.693  (meters)    1350.70   (feet)  ADJUSTED  
 DU2312  ___________________________________________________________________
 DU2312  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DU2312  DYNAMIC HT  -         411.207 (meters)    1349.10  (feet)  COMP
 DU2312  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 DU2312
 DU2312  VERT ORDER  -  FIRST     CLASS II
 DU2312
 DU2312.The horizontal coordinates were scaled from a topographic map and have
 DU2312.an estimated accuracy of +/- 6 seconds.
 DU2312
 DU2312.The orthometric height was determined by differential leveling
 DU2312.and adjusted in November 1993.
 DU2312
 DU2312.The geoid height was determined by GEOID03.
 DU2312
 DU2312.The dynamic height is computed by dividing the NAVD 88
 DU2312.geopotential number by the normal gravity value computed on the
 DU2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2312.degrees latitude (g = 980.6199 gals.).
 DU2312
 DU2312.The modeled gravity was interpolated from observed gravity values.
 DU2312
 DU2312;                    North         East    Units  Estimated Accuracy
 DU2312;SPC AZ C     -   270,840.      230,120.      MT  (+/- 180 meters Scaled)
 DU2312
 DU2312                          SUPERSEDED SURVEY CONTROL
 DU2312
 DU2312.No superseded survey control is available for this station.
 DU2312
 DU2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC315005(NAD 83)
 DU2312_MARKER: DV = VERTICAL CONTROL DISK
 DU2312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2312_SP_SET: ABUTMENT
 DU2312_STAMPING: V 517 1992
 DU2312_MARK LOGO: NGS   
 DU2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2312+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2006
 DU2312
 DU2312  HISTORY     - Date     Condition        Report By
 DU2312  HISTORY     - 1992     MONUMENTED       NGS
 DU2312  HISTORY     - 20061227 GOOD             GEOCAC
 DU2312
 DU2312                          STATION DESCRIPTION
 DU2312
 DU2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2312'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2312'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2312'3.0 KM (1.85 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, IN TOP OF AND
 DU2312'0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 DU2312'CONCRETE ABUTMENT OF THE ROAD BRIDGE SPANNING THE ROOSEVELT CANAL,
 DU2312'18.0 M (59.1 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 DU2312'SOUTHBOUND LANES OF THE ROAD, 4.7 M (15.4 FT) NORTHEAST OF THE CENTER
 DU2312'OF A LEVEE ROAD, AND 0.4 M (1.3 FT) NORTHWEST OF A HEADWALL.
 DU2312
 DU2312                          STATION RECOVERY (2006)
 DU2312
 DU2312'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2337 ***********************************************************************
 DU2337  DESIGNATION -  V 518
 DU2337  PID         -  DU2337
 DU2337  STATE/COUNTY-  AZ/MARICOPA
 DU2337  USGS QUAD   -  TEMPE (1982)
 DU2337
 DU2337                         *CURRENT SURVEY CONTROL
 DU2337  ___________________________________________________________________
 DU2337* NAD 83(1986)-  33 24 34.     (N)    111 57 32.     (W)     SCALED    
 DU2337* NAVD 88     -       352.069  (meters)    1155.08   (feet)  ADJUSTED  
 DU2337  ___________________________________________________________________
 DU2337  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DU2337  DYNAMIC HT  -         351.665 (meters)    1153.75  (feet)  COMP
 DU2337  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 DU2337
 DU2337  VERT ORDER  -  FIRST     CLASS II
 DU2337
 DU2337.The horizontal coordinates were scaled from a topographic map and have
 DU2337.an estimated accuracy of +/- 6 seconds.
 DU2337
 DU2337.The orthometric height was determined by differential leveling
 DU2337.and adjusted in November 1993.
 DU2337
 DU2337.The geoid height was determined by GEOID03.
 DU2337
 DU2337.The dynamic height is computed by dividing the NAVD 88
 DU2337.geopotential number by the normal gravity value computed on the
 DU2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2337.degrees latitude (g = 980.6199 gals.).
 DU2337
 DU2337.The modeled gravity was interpolated from observed gravity values.
 DU2337
 DU2337;                    North         East    Units  Estimated Accuracy
 DU2337;SPC AZ C     -   267,160.      209,430.      MT  (+/- 180 meters Scaled)
 DU2337
 DU2337                          SUPERSEDED SURVEY CONTROL
 DU2337
 DU2337.No superseded survey control is available for this station.
 DU2337
 DU2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB108970(NAD 83)
 DU2337_MARKER: DV = VERTICAL CONTROL DISK
 DU2337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU2337_SP_SET: BUILDING
 DU2337_STAMPING: V 518 1992
 DU2337_MARK LOGO: NGS   
 DU2337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2337+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 DU2337
 DU2337  HISTORY     - Date     Condition        Report By
 DU2337  HISTORY     - 1992     MONUMENTED       NGS
 DU2337  HISTORY     - 20060807 GOOD             GEOCAC
 DU2337  HISTORY     - 20070928 GOOD             GEOCAC
 DU2337
 DU2337                          STATION DESCRIPTION
 DU2337
 DU2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2337'IN TEMPE, AT THE INTERSECTION OF WEST 18TH STREET AND SOUTH CUTLER
 DU2337'DRIVE, SET VERTICALLY IN THE NORTH FACE OF THE D.H. HOLDEMAN
 DU2337'ELEMENTARY SCHOOL CAFETERIA, 41.6 M (136.5 FT) NORTH OF THE CENTER OF
 DU2337'THE STREET, 13.8 M (45.3 FT) WEST OF THE CENTER OF THE DRIVE, 1.4 M
 DU2337'(4.6 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) WEST OF THE
 DU2337'NORTHEAST CORNER OF THE BUILDING.
 DU2337
 DU2337                          STATION RECOVERY (2006)
 DU2337
 DU2337'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2337'RECOVERED IN GOOD CONDITION.
 DU2337
 DU2337                          STATION RECOVERY (2007)
 DU2337
 DU2337'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2337'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU2337'COORDINATES
 DU2337'33 24 35.2 (N)   111 57 30.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2310 ***********************************************************************
 DV2310  DESIGNATION -  V 519
 DV2310  PID         -  DV2310
 DV2310  STATE/COUNTY-  AZ/MARICOPA
 DV2310  USGS QUAD   -  TOLLESON (1982)
 DV2310
 DV2310                         *CURRENT SURVEY CONTROL
 DV2310  ___________________________________________________________________
 DV2310* NAD 83(1986)-  33 24 23.     (N)    112 16 20.     (W)     SCALED    
 DV2310* NAVD 88     -       301.519  (meters)     989.23   (feet)  ADJUSTED  
 DV2310  ___________________________________________________________________
 DV2310  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DV2310  DYNAMIC HT  -         301.172 (meters)     988.10  (feet)  COMP
 DV2310  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 DV2310
 DV2310  VERT ORDER  -  FIRST     CLASS II
 DV2310
 DV2310.The horizontal coordinates were scaled from a topographic map and have
 DV2310.an estimated accuracy of +/- 6 seconds.
 DV2310
 DV2310.The orthometric height was determined by differential leveling
 DV2310.and adjusted in November 1993.
 DV2310
 DV2310.The geoid height was determined by GEOID03.
 DV2310
 DV2310.The dynamic height is computed by dividing the NAVD 88
 DV2310.geopotential number by the normal gravity value computed on the
 DV2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2310.degrees latitude (g = 980.6199 gals.).
 DV2310
 DV2310.The modeled gravity was interpolated from observed gravity values.
 DV2310
 DV2310;                    North         East    Units  Estimated Accuracy
 DV2310;SPC AZ C     -   266,880.      180,290.      MT  (+/- 180 meters Scaled)
 DV2310
 DV2310                          SUPERSEDED SURVEY CONTROL
 DV2310
 DV2310.No superseded survey control is available for this station.
 DV2310
 DV2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB816970(NAD 83)
 DV2310_MARKER: DV = VERTICAL CONTROL DISK
 DV2310_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2310_SP_SET: FOOTING
 DV2310_STAMPING: V 519 1992
 DV2310_MARK LOGO: NGS   
 DV2310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2310+STABILITY: POSITION/ELEVATION WELL
 DV2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2310+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DV2310
 DV2310  HISTORY     - Date     Condition        Report By
 DV2310  HISTORY     - 1992     MONUMENTED       NGS
 DV2310  HISTORY     - 20060810 GOOD             GEOCAC
 DV2310
 DV2310                          STATION DESCRIPTION
 DV2310
 DV2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2310'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2310'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2310'91ST AVENUE, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG WEST BROADWAY
 DV2310'ROAD, NEAR THE SOUTHEAST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2310'TOWER NUMBER 46, 17.4 M (57.1 FT) NORTH OF THE ROAD CENTERLINE, 15.9
 DV2310'M (52.2 FT) EAST OF THE CENTERLINE OF SOUTH 99TH AVENUE, 0.3 M (1.0
 DV2310'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE GROUND
 DV2310'SURFACE.
 DV2310
 DV2310                          STATION RECOVERY (2006)
 DV2310
 DV2310'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0673 ***********************************************************************
 FS0673  DESIGNATION -  V 52
 FS0673  PID         -  FS0673
 FS0673  STATE/COUNTY-  AZ/MOHAVE
 FS0673  USGS QUAD   -  SPIRIT MTN NE (1959)
 FS0673
 FS0673                         *CURRENT SURVEY CONTROL
 FS0673  ___________________________________________________________________
 FS0673* NAD 83(1986)-  35 29 14.     (N)    114 30 22.     (W)     SCALED    
 FS0673* NAVD 88     -      1162.701  (meters)    3814.63   (feet)  POSTED    
 FS0673  ___________________________________________________________________
 FS0673  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FS0673  DYNAMIC HT  -        1161.360 (meters)    3810.23  (feet)  COMP
 FS0673  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 FS0673
 FS0673  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0673
 FS0673.The horizontal coordinates were scaled from a topographic map and have
 FS0673.an estimated accuracy of +/- 6 seconds.
 FS0673
 FS0673.The orthometric height was determined by differential leveling
 FS0673.and adjusted by the  in 1992.
 FS0673.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0673.rate of 0.0 thru 1.0 mm/km.
 FS0673
 FS0673.The geoid height was determined by GEOID03.
 FS0673
 FS0673.The dynamic height is computed by dividing the NAVD 88
 FS0673.geopotential number by the normal gravity value computed on the
 FS0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0673.degrees latitude (g = 980.6199 gals.).
 FS0673
 FS0673.The modeled gravity was interpolated from observed gravity values.
 FS0673
 FS0673;                    North         East    Units  Estimated Accuracy
 FS0673;SPC AZ W     -   497,900.      144,750.      MT  (+/- 180 meters Scaled)
 FS0673
 FS0673                          SUPERSEDED SURVEY CONTROL
 FS0673
 FS0673  NGVD 29 (??/??/92) 1161.898  (m)         3811.99   (f) ADJ UNCH    1 2
 FS0673
 FS0673.Superseded values are not recommended for survey control.
 FS0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0673.See file dsdata.txt to determine how the superseded data were derived.
 FS0673
 FS0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV262299(NAD 83)
 FS0673_MARKER: DB = BENCH MARK DISK
 FS0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0673_STAMPING: V 52 1934
 FS0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0673+STABILITY: SURFACE MOTION
 FS0673
 FS0673  HISTORY     - Date     Condition        Report By
 FS0673  HISTORY     - 1934     MONUMENTED       CGS
 FS0673  HISTORY     - 1950     GOOD             NGS
 FS0673
 FS0673                          STATION DESCRIPTION
 FS0673
 FS0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0673'17.9 MI W FROM GRASSHOPPER JUNCTION.
 FS0673'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0673'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 10.5 MILES WEST
 FS0673'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.15
 FS0673'MILE WEST OF A ROAD LEADING NORTH, ON THE OUTSIDE OF A U-CURVE,
 FS0673'ON TOP OF THE APPROXIMATE CENTER OF A RIDGE, 35 FEET NORTH OF THE
 FS0673'CENTER LINE OF THE ROAD, 2.2 FEET WEST OF A WITNESS POST, ABOUT
 FS0673'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0673'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2350 ***********************************************************************
 DU2350  DESIGNATION -  V 521
 DU2350  PID         -  DU2350
 DU2350  STATE/COUNTY-  AZ/PINAL
 DU2350  USGS QUAD   -  GILA BUTTE SE (1981)
 DU2350
 DU2350                         *CURRENT SURVEY CONTROL
 DU2350  ___________________________________________________________________
 DU2350* NAD 83(1986)-  33 07 05.     (N)    111 50 29.     (W)     SCALED    
 DU2350* NAVD 88     -       376.167  (meters)    1234.14   (feet)  ADJUSTED  
 DU2350  ___________________________________________________________________
 DU2350  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DU2350  DYNAMIC HT  -         375.718 (meters)    1232.67  (feet)  COMP
 DU2350  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 DU2350
 DU2350  VERT ORDER  -  FIRST     CLASS II
 DU2350
 DU2350.The horizontal coordinates were scaled from a topographic map and have
 DU2350.an estimated accuracy of +/- 6 seconds.
 DU2350
 DU2350.The orthometric height was determined by differential leveling
 DU2350.and adjusted in August 1994.
 DU2350
 DU2350.The geoid height was determined by GEOID03.
 DU2350
 DU2350.The dynamic height is computed by dividing the NAVD 88
 DU2350.geopotential number by the normal gravity value computed on the
 DU2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2350.degrees latitude (g = 980.6199 gals.).
 DU2350
 DU2350.The modeled gravity was interpolated from observed gravity values.
 DU2350
 DU2350;                    North         East    Units  Estimated Accuracy
 DU2350;SPC AZ C     -   234,850.      220,390.      MT  (+/- 180 meters Scaled)
 DU2350
 DU2350                          SUPERSEDED SURVEY CONTROL
 DU2350
 DU2350.No superseded survey control is available for this station.
 DU2350
 DU2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215646(NAD 83)
 DU2350_MARKER: DV = VERTICAL CONTROL DISK
 DU2350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DU2350_SP_SET: OVERPASS ABUTMENT
 DU2350_STAMPING: V 521 1994
 DU2350_MARK LOGO: NGS   
 DU2350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2350+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DU2350
 DU2350  HISTORY     - Date     Condition        Report By
 DU2350  HISTORY     - 1994     MONUMENTED       NGS
 DU2350
 DU2350                          STATION DESCRIPTION
 DU2350
 DU2350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2350'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2350'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 9.5 KM
 DU2350'(5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 587, THENCE 0.2 KM (0.10 MI)
 DU2350'WESTERLY ALONG CASA BLANCA ROAD, IN TOP OF AND 0.2 M (0.7 FT)
 DU2350'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 DU2350'THE ROAD OVERPASS OF INTERSTATE HIGHWAY 10, 21.4 M (70.2 FT)
 DU2350'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DU2350'5.5 M (18.0 FT) SOUTHEAST OF THE ROAD CENTERLINE, AND 1.6 M (5.2 FT)
 DU2350'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0460 ***********************************************************************
 FS0460  DESIGNATION -  V 53
 FS0460  PID         -  FS0460
 FS0460  STATE/COUNTY-  AZ/MOHAVE
 FS0460  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0460
 FS0460                         *CURRENT SURVEY CONTROL
 FS0460  ___________________________________________________________________
 FS0460* NAD 83(1986)-  35 54 56.     (N)    114 06 03.     (W)     SCALED    
 FS0460* NAVD 88     -      1149.841  (meters)    3772.44   (feet)  POSTED    
 FS0460  ___________________________________________________________________
 FS0460  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FS0460  DYNAMIC HT  -        1148.550 (meters)    3768.20  (feet)  COMP
 FS0460  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 FS0460
 FS0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0460
 FS0460.The horizontal coordinates were scaled from a topographic map and have
 FS0460.an estimated accuracy of +/- 6 seconds.
 FS0460
 FS0460.The orthometric height was determined by differential leveling
 FS0460.and adjusted by the  in 1992.
 FS0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0460.rate of 0.0 thru 1.0 mm/km.
 FS0460
 FS0460.The geoid height was determined by GEOID03.
 FS0460
 FS0460.The dynamic height is computed by dividing the NAVD 88
 FS0460.geopotential number by the normal gravity value computed on the
 FS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0460.degrees latitude (g = 980.6199 gals.).
 FS0460
 FS0460.The modeled gravity was interpolated from observed gravity values.
 FS0460
 FS0460;                    North         East    Units  Estimated Accuracy
 FS0460;SPC AZ W     -   545,220.      181,700.      MT  (+/- 180 meters Scaled)
 FS0460
 FS0460                          SUPERSEDED SURVEY CONTROL
 FS0460
 FS0460  NGVD 29 (??/??/92) 1149.089  (m)         3769.97   (f) ADJ UNCH    1 1
 FS0460
 FS0460.Superseded values are not recommended for survey control.
 FS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0460.See file dsdata.txt to determine how the superseded data were derived.
 FS0460
 FS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV616784(NAD 83)
 FS0460_MARKER: DB = BENCH MARK DISK
 FS0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0460_STAMPING: V 53 1934
 FS0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0460+STABILITY: SURFACE MOTION
 FS0460
 FS0460  HISTORY     - Date     Condition        Report By
 FS0460  HISTORY     - 1934     MONUMENTED       CGS
 FS0460  HISTORY     - 1950     GOOD             NGS
 FS0460  HISTORY     - 1986     GOOD             USPSQD
 FS0460
 FS0460                          STATION DESCRIPTION
 FS0460
 FS0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0460'16.7 MI S FROM PIERCES FERRY.
 FS0460'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0460'RANGER STATION AT PIERCES FERRY, THENCE 3.3 MILES SOUTH ALONG
 FS0460'A DIRT ROAD, 0.3 MILE SOUTH OF THE JUNCTION OF A DIM ROAD
 FS0460'LEADING NORTHEAST, 0.1 MILE SOUTH OF THE JUNCTION OF A
 FS0460'NORTHWEST-SOUTHEAST ROAD, 40 FEET NORTHWEST OF THE CENTER LINE
 FS0460'OF THE ROAD AT A POINT WHERE THE ROAD CROSSES A WASH, 16
 FS0460'FEET WEST OF THE CENTER LINE OF THE ROAD, 2.7 FEET SOUTHEAST
 FS0460'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 FS0460'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0460
 FS0460                          STATION RECOVERY (1986)
 FS0460
 FS0460'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0119 ***********************************************************************
 GQ0119  DESIGNATION -  V 54
 GQ0119  PID         -  GQ0119
 GQ0119  STATE/COUNTY-  AZ/MOHAVE
 GQ0119  USGS QUAD   -  GYP HILLS (1971)
 GQ0119
 GQ0119                         *CURRENT SURVEY CONTROL
 GQ0119  ___________________________________________________________________
 GQ0119* NAD 83(1986)-  36 18 32.     (N)    113 56 01.     (W)     SCALED    
 GQ0119* NAVD 88     -       632.181  (meters)    2074.08   (feet)  POSTED    
 GQ0119  ___________________________________________________________________
 GQ0119  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GQ0119  DYNAMIC HT  -         631.520 (meters)    2071.91  (feet)  COMP
 GQ0119  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 GQ0119
 GQ0119  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0119
 GQ0119.The horizontal coordinates were scaled from a topographic map and have
 GQ0119.an estimated accuracy of +/- 6 seconds.
 GQ0119
 GQ0119.The orthometric height was determined by differential leveling
 GQ0119.and adjusted by the  in 1992.
 GQ0119.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0119.rate of 0.0 thru 1.0 mm/km.
 GQ0119
 GQ0119.The geoid height was determined by GEOID03.
 GQ0119
 GQ0119.The dynamic height is computed by dividing the NAVD 88
 GQ0119.geopotential number by the normal gravity value computed on the
 GQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0119.degrees latitude (g = 980.6199 gals.).
 GQ0119
 GQ0119.The modeled gravity was interpolated from observed gravity values.
 GQ0119
 GQ0119;                    North         East    Units  Estimated Accuracy
 GQ0119;SPC AZ W     -   588,820.      196,870.      MT  (+/- 180 meters Scaled)
 GQ0119
 GQ0119                          SUPERSEDED SURVEY CONTROL
 GQ0119
 GQ0119  NGVD 29 (??/??/92)  631.478  (m)         2071.77   (f) ADJ UNCH    1 1
 GQ0119
 GQ0119.Superseded values are not recommended for survey control.
 GQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0119.See file dsdata.txt to determine how the superseded data were derived.
 GQ0119
 GQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF366222(NAD 83)
 GQ0119_MARKER: DB = BENCH MARK DISK
 GQ0119_SETTING: 80 = SET IN A BOULDER
 GQ0119_SP_SET: BOULDER
 GQ0119_STAMPING: V 54 1934
 GQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0119+STABILITY: SURFACE MOTION
 GQ0119
 GQ0119  HISTORY     - Date     Condition        Report By
 GQ0119  HISTORY     - 1934     MONUMENTED       CGS
 GQ0119  HISTORY     - 1950     GOOD             NGS
 GQ0119
 GQ0119                          STATION DESCRIPTION
 GQ0119
 GQ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0119'47.4 MI SE FROM RIVERSIDE, NV.
 GQ0119'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0119'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0119'THENCE 7.7 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0119'FERRY ROAD, 0.6 MILE SOUTH OF THE Y JUNCTION OF A TRACK ROAD LEADING
 GQ0119'NORATHEAST TO WOLF HOLE, ON THE TOP OF A RIDGE BETWEEN TWO WASHES, IN
 GQ0119'THE TOP OF A BOULDER PROJECTING 0.6 FOOT ABOVE THE GROUND, 39 FEET
 GQ0119'NORTH OF THE CENTER LINE OF THE ROAD, AND 2 FEET SOUTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0498 ***********************************************************************
 DV0498  DESIGNATION -  V 55
 DV0498  PID         -  DV0498
 DV0498  STATE/COUNTY-  AZ/MARICOPA
 DV0498  USGS QUAD   -  TOLLESON (1982)
 DV0498
 DV0498                         *CURRENT SURVEY CONTROL
 DV0498  ___________________________________________________________________
 DV0498* NAD 83(1986)-  33 25 45.     (N)    112 20 59.     (W)     SCALED    
 DV0498* NAVD 88     -       296.00   (+/-2cm)     971.1    (feet)  VERTCON   
 DV0498  ___________________________________________________________________
 DV0498  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0498
 DV0498.The horizontal coordinates were scaled from a topographic map and have
 DV0498.an estimated accuracy of +/- 6 seconds.
 DV0498
 DV0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0498.The vertical order pertains to the NGVD 29 superseded value.
 DV0498
 DV0498.The geoid height was determined by GEOID03.
 DV0498
 DV0498;                    North         East    Units  Estimated Accuracy
 DV0498;SPC AZ C     -   269,430.      173,090.      MT  (+/- 180 meters Scaled)
 DV0498
 DV0498                          SUPERSEDED SURVEY CONTROL
 DV0498
 DV0498  NGVD 29 (??/??/92)  295.373  (m)          969.07   (f) ADJ UNCH    2 0
 DV0498
 DV0498.Superseded values are not recommended for survey control.
 DV0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0498.See file dsdata.txt to determine how the superseded data were derived.
 DV0498
 DV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB745996(NAD 83)
 DV0498_MARKER: DB = BENCH MARK DISK
 DV0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0498_STAMPING: V 55 1934
 DV0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0498+STABILITY: SURFACE MOTION
 DV0498
 DV0498  HISTORY     - Date     Condition        Report By
 DV0498  HISTORY     - 1934     MONUMENTED       CGS
 DV0498  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0498  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0498
 DV0498                          STATION DESCRIPTION
 DV0498
 DV0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0498'16 MI W FROM PHOENIX.
 DV0498'16 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0498'STATION AT PHOENIX, MARICOPA COUNTY, 2 POLES SOUTHWEST OF MILEPOST
 DV0498'890, AT A ROAD CROSSING, 39.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 DV0498'THE SOUTHEAST TRACK, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A
 DV0498'FENCE AROUND A SECTION HOUSE, 4.8 FEET SOUTHEAST OF THE FENCE CORNER,
 DV0498'2.8 FEET EAST OF THE FENCE, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS
 DV0498'POST.  A STANDARD DISK, STAMPED V 55 1934 AND SET IN THE TOP OF A
 DV0498'CONCRETE POST FLUSH WITH THE GROUND.
 DV0498
 DV0498                          STATION RECOVERY (2007)
 DV0498
 DV0498'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0498'A BUILDING NOW OCCUPIES THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0144 ***********************************************************************
 DV0144  DESIGNATION -  V 56
 DV0144  PID         -  DV0144
 DV0144  STATE/COUNTY-  AZ/MARICOPA
 DV0144  USGS QUAD   -  BISCUIT FLAT (1981)
 DV0144
 DV0144                         *CURRENT SURVEY CONTROL
 DV0144  ___________________________________________________________________
 DV0144* NAD 83(1986)-  33 52 00.     (N)    112 08 49.     (W)     SCALED    
 DV0144* NAVD 88     -       568.24   (+/-2cm)    1864.3    (feet)  VERTCON   
 DV0144  ___________________________________________________________________
 DV0144  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DV0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0144
 DV0144.The horizontal coordinates were scaled from a topographic map and have
 DV0144.an estimated accuracy of +/- 6 seconds.
 DV0144
 DV0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0144.The vertical order pertains to the NGVD 29 superseded value.
 DV0144
 DV0144.The geoid height was determined by GEOID03.
 DV0144
 DV0144;                    North         East    Units  Estimated Accuracy
 DV0144;SPC AZ C     -   317,890.      192,060.      MT  (+/- 180 meters Scaled)
 DV0144
 DV0144                          SUPERSEDED SURVEY CONTROL
 DV0144
 DV0144  NGVD 29 (??/??/92)  567.636  (m)         1862.32   (f) ADJ UNCH    2 0
 DV0144
 DV0144.Superseded values are not recommended for survey control.
 DV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0144.See file dsdata.txt to determine how the superseded data were derived.
 DV0144
 DV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939479(NAD 83)
 DV0144_MARKER: DB = BENCH MARK DISK
 DV0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0144_SP_SET: MONUMENT
 DV0144_STAMPING: V 56 1934
 DV0144_MARK LOGO: CGS   
 DV0144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0144+STABILITY: SURFACE MOTION
 DV0144
 DV0144  HISTORY     - Date     Condition        Report By
 DV0144  HISTORY     - 1934     MONUMENTED       CGS
 DV0144  HISTORY     - 1970     GOOD             NGS
 DV0144  HISTORY     - 1971     GOOD             NGS
 DV0144  HISTORY     - 19830911 GOOD             USPSQD
 DV0144  HISTORY     - 1989     GOOD             USPSQD
 DV0144  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 DV0144
 DV0144                          STATION DESCRIPTION
 DV0144
 DV0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0144'2.6 MI S FROM NEW RIVER.
 DV0144'2.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0144'RIVER TO THE MARK ON THE RIGHT.  THIS IS 0.25 MILE SOUTH OF DESERT
 DV0144'ROAD OVERPASS.  237 FEET WEST OF THE CENTER LINE OF THE WEST FRONTAGE
 DV0144'ROAD, 160 1/2 FEET WEST OF A METAL GATE, 3 FEET EAST OF A FENCE LINE
 DV0144'AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK IS SET IN THE TOP OF A 6
 DV0144'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 10 INCHES ABOVE THE
 DV0144'GROUND.
 DV0144
 DV0144                          STATION RECOVERY (1971)
 DV0144
 DV0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DV0144'RECOVERED IN GOOD CONDITION.
 DV0144
 DV0144                          STATION RECOVERY (1983)
 DV0144
 DV0144'RECOVERY NOTE BY US POWER SQUADRON 1983 (LWB)
 DV0144'ELEVATION ABOVE SEA LEVEL, 5,826.
 DV0144
 DV0144                          STATION RECOVERY (1989)
 DV0144
 DV0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (JSB)
 DV0144'RECOVERED IN GOOD CONDITION.
 DV0144
 DV0144                          STATION RECOVERY (1995)
 DV0144
 DV0144'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0113 ***********************************************************************
 ET0113  DESIGNATION -  V 57
 ET0113  PID         -  ET0113
 ET0113  STATE/COUNTY-  AZ/YAVAPAI
 ET0113  USGS QUAD   -  HUMBOLDT (1973)
 ET0113
 ET0113                         *CURRENT SURVEY CONTROL
 ET0113  ___________________________________________________________________
 ET0113* NAD 83(1986)-  34 30 04.     (N)    112 14 22.     (W)     SCALED    
 ET0113* NAVD 88     -      1397.04   (+/-2cm)    4583.5    (feet)  VERTCON   
 ET0113  ___________________________________________________________________
 ET0113  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 ET0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0113
 ET0113.The horizontal coordinates were scaled from a topographic map and have
 ET0113.an estimated accuracy of +/- 6 seconds.
 ET0113
 ET0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0113.The vertical order pertains to the NGVD 29 superseded value.
 ET0113
 ET0113.The geoid height was determined by GEOID03.
 ET0113
 ET0113;                    North         East    Units  Estimated Accuracy
 ET0113;SPC AZ C     -   388,280.      183,720.      MT  (+/- 180 meters Scaled)
 ET0113
 ET0113                          SUPERSEDED SURVEY CONTROL
 ET0113
 ET0113  NGVD 29 (??/??/92) 1396.237  (m)         4580.82   (f) ADJ UNCH    2 0
 ET0113
 ET0113.Superseded values are not recommended for survey control.
 ET0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0113.See file dsdata.txt to determine how the superseded data were derived.
 ET0113
 ET0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD862184(NAD 83)
 ET0113_MARKER: DB = BENCH MARK DISK
 ET0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0113_SP_SET: STEP
 ET0113_STAMPING: V 57 1934
 ET0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0113+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0113
 ET0113  HISTORY     - Date     Condition        Report By
 ET0113  HISTORY     - 1934     MONUMENTED       CGS
 ET0113  HISTORY     - 1968     GOOD             NGS
 ET0113  HISTORY     - 20040821 GOOD             USPSQD
 ET0113  HISTORY     - 20080711 GOOD             GEOCAC
 ET0113
 ET0113                          STATION DESCRIPTION
 ET0113
 ET0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0113'IN HUMBOLDT.
 ET0113'AT HUMBOLDT, YAVAPAI COUNTY, ON STATE HIGHWAY 69, AT THE ST. LAWRENCE
 ET0113'CHURCH, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 ET0113'NORTHEAST CORNER OF THE FIRST CONCRETE STEP OF THE CHURCH.  A STANDARD
 ET0113'DISK, STAMPED V 57 1934.
 ET0113
 ET0113                          STATION RECOVERY (1968)
 ET0113
 ET0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ET0113'RECOVERED IN GOOD CONDITION.
 ET0113
 ET0113                          STATION RECOVERY (2004)
 ET0113
 ET0113'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0113'RECOVERED AS DESCRIBED
 ET0113
 ET0113                          STATION RECOVERY (2008)
 ET0113
 ET0113'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0113'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0113'THE DESCRIPTION - THE CHURCH IS NOW GATEWAY BAPTIST CHURCH. HANDHELD
 ET0113'COORDINATES
 ET0113'34 30 04.6 (N)   112 14 22.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0757 ***********************************************************************
 DU0757  DESIGNATION -  V 58
 DU0757  PID         -  DU0757
 DU0757  STATE/COUNTY-  AZ/PINAL
 DU0757  USGS QUAD   -  BLACKWATER (1981)
 DU0757
 DU0757                         *CURRENT SURVEY CONTROL
 DU0757  ___________________________________________________________________
 DU0757* NAD 83(1986)-  33 04 02.     (N)    111 36 54.     (W)     SCALED    
 DU0757* NAVD 88     -       409.98   (+/-2cm)    1345.1    (feet)  VERTCON   
 DU0757  ___________________________________________________________________
 DU0757  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DU0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0757
 DU0757.The horizontal coordinates were scaled from a topographic map and have
 DU0757.an estimated accuracy of +/- 6 seconds.
 DU0757
 DU0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0757.The vertical order pertains to the NGVD 29 superseded value.
 DU0757
 DU0757.The geoid height was determined by GEOID03.
 DU0757
 DU0757;                    North         East    Units  Estimated Accuracy
 DU0757;SPC AZ C     -   229,250.      241,530.      MT  (+/- 180 meters Scaled)
 DU0757
 DU0757                          SUPERSEDED SURVEY CONTROL
 DU0757
 DU0757  NGVD 29 (??/??/92)  409.486  (m)         1343.46   (f) ADJ UNCH    2 0
 DU0757
 DU0757.Superseded values are not recommended for survey control.
 DU0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0757.See file dsdata.txt to determine how the superseded data were derived.
 DU0757
 DU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB425589(NAD 83)
 DU0757_MARKER: DB = BENCH MARK DISK
 DU0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0757_STAMPING: V-58 1934
 DU0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0757+STABILITY: SURFACE MOTION
 DU0757
 DU0757  HISTORY     - Date     Condition        Report By
 DU0757  HISTORY     - 1934     MONUMENTED       CGS
 DU0757  HISTORY     - 20071224 MARK NOT FOUND   GEOCAC
 DU0757
 DU0757                          STATION DESCRIPTION
 DU0757
 DU0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0757'1.2 MI N FROM BLACKWATER.
 DU0757'1.2 MI NORTH ON S.P. RY.  14 FEET NORTH OF MILE POLE NO. 952, 44 FEET
 DU0757'WEST OF THE CENTERLINE OF THE TRACK AND 6 FEET EAST OF A FENCE LINE IN
 DU0757'THE LINE OF TELEPHONE POLES.
 DU0757
 DU0757                          STATION RECOVERY (2007)
 DU0757
 DU0757'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0438 ***********************************************************************
 CZ0438  DESIGNATION -  V 59
 CZ0438  PID         -  CZ0438
 CZ0438  STATE/COUNTY-  AZ/PINAL
 CZ0438  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0438
 CZ0438                         *CURRENT SURVEY CONTROL
 CZ0438  ___________________________________________________________________
 CZ0438* NAD 83(1986)-  32 42 40.     (N)    111 06 06.     (W)     SCALED    
 CZ0438* NAVD 88     -       861.98   (+/-2cm)    2828.0    (feet)  VERTCON   
 CZ0438  ___________________________________________________________________
 CZ0438  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0438
 CZ0438.The horizontal coordinates were scaled from a topographic map and have
 CZ0438.an estimated accuracy of +/- 6 seconds.
 CZ0438
 CZ0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0438.The vertical order pertains to the NGVD 29 superseded value.
 CZ0438
 CZ0438.The geoid height was determined by GEOID03.
 CZ0438
 CZ0438;                    North         East    Units  Estimated Accuracy
 CZ0438;SPC AZ C     -   190,010.      289,770.      MT  (+/- 180 meters Scaled)
 CZ0438
 CZ0438                          SUPERSEDED SURVEY CONTROL
 CZ0438
 CZ0438  NGVD 29 (??/??/92)  861.351  (m)         2825.95   (f) ADJ UNCH    2 0
 CZ0438
 CZ0438.Superseded values are not recommended for survey control.
 CZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0438.See file dsdata.txt to determine how the superseded data were derived.
 CZ0438
 CZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB904192(NAD 83)
 CZ0438_MARKER: DB = BENCH MARK DISK
 CZ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0438_STAMPING: V-59 1934
 CZ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0438+STABILITY: SURFACE MOTION
 CZ0438
 CZ0438  HISTORY     - Date     Condition        Report By
 CZ0438  HISTORY     - 1934     MONUMENTED       CGS
 CZ0438  HISTORY     - 1962     POOR             NGS
 CZ0438  HISTORY     - 19850529 MARK NOT FOUND   USGS
 CZ0438
 CZ0438                          STATION DESCRIPTION
 CZ0438
 CZ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ0438'14.7 MI N FROM WALNUT WELLS.
 CZ0438'14.7 MI NORTH ON U.S. HWY. NO. 80. ABOUT 1.5 MI NORTHWEST OF MIDWAY
 CZ0438'SERVICE STATION, 90 FEET SOUTH WEST OF A CULVERT, AND 39 FEET WEST OF
 CZ0438'THE CENTERLINE OF THE HIGHWAY.
 CZ0438
 CZ0438                          STATION RECOVERY (1962)
 CZ0438
 CZ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CZ0438'MARK RECOVERED IN POOR CONDITION.
 CZ0438
 CZ0438                          STATION RECOVERY (1985)
 CZ0438
 CZ0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JL)
 CZ0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0143 ***********************************************************************
 GP0143  DESIGNATION -  V 6
 GP0143  PID         -  GP0143
 GP0143  STATE/COUNTY-  AZ/COCONINO
 GP0143  USGS QUAD   -  THE GAP (1981)
 GP0143
 GP0143                         *CURRENT SURVEY CONTROL
 GP0143  ___________________________________________________________________
 GP0143* NAD 83(1986)-  36 20 36.     (N)    111 29 59.     (W)     SCALED    
 GP0143* NAVD 88     -      1676.935  (meters)    5501.74   (feet)  POSTED    
 GP0143  ___________________________________________________________________
 GP0143  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GP0143  DYNAMIC HT  -        1674.820 (meters)    5494.81  (feet)  COMP
 GP0143  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 GP0143
 GP0143  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0143
 GP0143.The horizontal coordinates were scaled from a topographic map and have
 GP0143.an estimated accuracy of +/- 6 seconds.
 GP0143
 GP0143.The orthometric height was determined by differential leveling
 GP0143.and adjusted by the  in 1992.
 GP0143.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0143.was located on a no-check spur therefore a value was not computed.
 GP0143.No vertical observational check was made to the station.
 GP0143
 GP0143.The geoid height was determined by GEOID03.
 GP0143
 GP0143.The dynamic height is computed by dividing the NAVD 88
 GP0143.geopotential number by the normal gravity value computed on the
 GP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0143.degrees latitude (g = 980.6199 gals.).
 GP0143
 GP0143.The modeled gravity was interpolated from observed gravity values.
 GP0143
 GP0143;                    North         East    Units  Estimated Accuracy
 GP0143;SPC AZ C     -   592,690.      250,790.      MT  (+/- 180 meters Scaled)
 GP0143
 GP0143                          SUPERSEDED SURVEY CONTROL
 GP0143
 GP0143  NGVD 29 (??/??/92) 1675.949  (m)         5498.51   (f) ADJ UNCH    1 2
 GP0143
 GP0143.Superseded values are not recommended for survey control.
 GP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0143.See file dsdata.txt to determine how the superseded data were derived.
 GP0143
 GP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF551221(NAD 83)
 GP0143_MARKER: DB = BENCH MARK DISK
 GP0143_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0143_SP_SET: UNSPEC. ROCK
 GP0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0143
 GP0143  HISTORY     - Date     Condition        Report By
 GP0143  HISTORY     - UNK      MONUMENTED       CGS
 GP0143  HISTORY     - 1955     MARK NOT FOUND   USGS
 GP0143
 GP0143                          STATION DESCRIPTION
 GP0143
 GP0143'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GP0143'3.5 MI N FROM THE GAP.
 GP0143'3.5 MILES NORTH ALONG THE 1921 ROUTE OF THE LEES FERRY ROAD FROM THE
 GP0143'TRADING POST AT THE GAP, COCONINO COUNTY, JUST SOUTH OF THE CROSSING
 GP0143'OF A DRAW, IN THE SIDE OF A SMALL HILL, 20 FEET EAST OF THE OLD ROAD,
 GP0143'AND IN ROCK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0094 ***********************************************************************
 FR0094  DESIGNATION -  V 60
 FR0094  PID         -  FR0094
 FR0094  STATE/COUNTY-  AZ/COCONINO
 FR0094  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0094
 FR0094                         *CURRENT SURVEY CONTROL
 FR0094  ___________________________________________________________________
 FR0094* NAD 83(1986)-  35 18 35.     (N)    112 10 54.     (W)     SCALED    
 FR0094* NAVD 88     -      2001.444  (meters)    6566.40   (feet)  POSTED    
 FR0094  ___________________________________________________________________
 FR0094  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FR0094  DYNAMIC HT  -        1998.650 (meters)    6557.24  (feet)  COMP
 FR0094  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 FR0094
 FR0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0094
 FR0094.The horizontal coordinates were scaled from a topographic map and have
 FR0094.an estimated accuracy of +/- 6 seconds.
 FR0094
 FR0094.The orthometric height was determined by differential leveling
 FR0094.and adjusted by the  in 1992.
 FR0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0094.rate of 0.0 thru 1.0 mm/km.
 FR0094
 FR0094.The geoid height was determined by GEOID03.
 FR0094
 FR0094.The dynamic height is computed by dividing the NAVD 88
 FR0094.geopotential number by the normal gravity value computed on the
 FR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0094.degrees latitude (g = 980.6199 gals.).
 FR0094
 FR0094.The modeled gravity was interpolated from observed gravity values.
 FR0094
 FR0094;                    North         East    Units  Estimated Accuracy
 FR0094;SPC AZ C     -   477,970.      189,260.      MT  (+/- 180 meters Scaled)
 FR0094
 FR0094                          SUPERSEDED SURVEY CONTROL
 FR0094
 FR0094  NGVD 29 (??/??/92) 2000.460  (m)         6563.18   (f) ADJ UNCH    2 0
 FR0094
 FR0094.Superseded values are not recommended for survey control.
 FR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0094.See file dsdata.txt to determine how the superseded data were derived.
 FR0094
 FR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE925080(NAD 83)
 FR0094_MARKER: DB = BENCH MARK DISK
 FR0094_SETTING: 80 = SET IN A BOULDER
 FR0094_SP_SET: BOULDER
 FR0094_STAMPING: V 60 1934
 FR0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0094+STABILITY: SURFACE MOTION
 FR0094
 FR0094  HISTORY     - Date     Condition        Report By
 FR0094  HISTORY     - 1934     MONUMENTED       CGS
 FR0094
 FR0094                          STATION DESCRIPTION
 FR0094
 FR0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0094'4.5 MI N FROM WILLIAMS.
 FR0094'4-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0094'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 1 POLE SOUTH OF
 FR0094'MILEPOST 4, 14 FEET SOUTH OF POLE E 36, 20 FEET WEST OF THE CENTER
 FR0094'LINE OF THE TRACK, AND IN THE TOP OF A LARGE LAVA BOULDER.  A STANDARD
 FR0094'DISK, STAMPED V 60 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0058 ***********************************************************************
 GQ0058  DESIGNATION -  V 61
 GQ0058  PID         -  GQ0058
 GQ0058  STATE/COUNTY-  AZ/COCONINO
 GQ0058  USGS QUAD   -  PHANTOM RANCH (1988)
 GQ0058
 GQ0058                         *CURRENT SURVEY CONTROL
 GQ0058  ___________________________________________________________________
 GQ0058* NAD 83(1986)-  36 00 45.     (N)    112 03 29.     (W)     SCALED    
 GQ0058* NAVD 88     -      2176.003  (meters)    7139.10   (feet)  POSTED    
 GQ0058  ___________________________________________________________________
 GQ0058  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 GQ0058  DYNAMIC HT  -        2173.040 (meters)    7129.38  (feet)  COMP
 GQ0058  MODELED GRAV-     979,192.8   (mgal)                       NAVD 88
 GQ0058
 GQ0058  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0058
 GQ0058.The horizontal coordinates were scaled from a topographic map and have
 GQ0058.an estimated accuracy of +/- 6 seconds.
 GQ0058
 GQ0058.The orthometric height was determined by differential leveling
 GQ0058.and adjusted by the  in 1992.
 GQ0058.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0058.rate of 0.0 thru 1.0 mm/km.
 GQ0058
 GQ0058.The geoid height was determined by GEOID03.
 GQ0058
 GQ0058.The dynamic height is computed by dividing the NAVD 88
 GQ0058.geopotential number by the normal gravity value computed on the
 GQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0058.degrees latitude (g = 980.6199 gals.).
 GQ0058
 GQ0058.The modeled gravity was interpolated from observed gravity values.
 GQ0058
 GQ0058;                    North         East    Units  Estimated Accuracy
 GQ0058;SPC AZ C     -   555,910.      200,620.      MT  (+/- 180 meters Scaled)
 GQ0058
 GQ0058                          SUPERSEDED SURVEY CONTROL
 GQ0058
 GQ0058  NGVD 29 (??/??/92) 2174.973  (m)         7135.72   (f) ADJ UNCH    2 0
 GQ0058
 GQ0058.Superseded values are not recommended for survey control.
 GQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0058.See file dsdata.txt to determine how the superseded data were derived.
 GQ0058
 GQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE046858(NAD 83)
 GQ0058_MARKER: DB = BENCH MARK DISK
 GQ0058_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0058_SP_SET: LIMESTONE LEDGE
 GQ0058_STAMPING: V-61 1934
 GQ0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0058+STABILITY: POSITION/ELEVATION WELL
 GQ0058
 GQ0058  HISTORY     - Date     Condition        Report By
 GQ0058  HISTORY     - 1934     MONUMENTED       CGS
 GQ0058
 GQ0058                          STATION DESCRIPTION
 GQ0058
 GQ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0058'6.4 MI E FROM GRAND CANYON.
 GQ0058'6.4 MI EAST ON HWY NO. 64, FROM EL TOVAR HOTEL.  126 FEET WEST OF AN
 GQ0058'18 INCH G.I. CULVERT, ABOUT 150 YDS WEST OF A HIGHWAY SIGN MARKED SLOW
 GQ0058'CURVE TO RIGHT, 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3
 GQ0058'FEET SOUTH OF A SMALL ROCK MOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0173 ***********************************************************************
 FQ0173  DESIGNATION -  V 62
 FQ0173  PID         -  FQ0173
 FQ0173  STATE/COUNTY-  AZ/COCONINO
 FQ0173  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0173
 FQ0173                         *CURRENT SURVEY CONTROL
 FQ0173  ___________________________________________________________________
 FQ0173* NAD 83(1986)-  35 51 22.     (N)    111 28 03.     (W)     SCALED    
 FQ0173* NAVD 88     -      1393.288  (meters)    4571.15   (feet)  POSTED    
 FQ0173  ___________________________________________________________________
 FQ0173  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 FQ0173  DYNAMIC HT  -        1391.540 (meters)    4565.41  (feet)  COMP
 FQ0173  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 FQ0173
 FQ0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0173
 FQ0173.The horizontal coordinates were scaled from a topographic map and have
 FQ0173.an estimated accuracy of +/- 6 seconds.
 FQ0173
 FQ0173.The orthometric height was determined by differential leveling
 FQ0173.and adjusted by the  in 1992.
 FQ0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0173.rate of 0.0 thru 1.0 mm/km.
 FQ0173
 FQ0173.The geoid height was determined by GEOID03.
 FQ0173
 FQ0173.The dynamic height is computed by dividing the NAVD 88
 FQ0173.geopotential number by the normal gravity value computed on the
 FQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0173.degrees latitude (g = 980.6199 gals.).
 FQ0173
 FQ0173.The modeled gravity was interpolated from observed gravity values.
 FQ0173
 FQ0173;                    North         East    Units  Estimated Accuracy
 FQ0173;SPC AZ C     -   538,640.      253,930.      MT  (+/- 180 meters Scaled)
 FQ0173
 FQ0173                          SUPERSEDED SURVEY CONTROL
 FQ0173
 FQ0173  NGVD 29 (??/??/92) 1392.410  (m)         4568.27   (f) ADJ UNCH    2 0
 FQ0173
 FQ0173.Superseded values are not recommended for survey control.
 FQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0173.See file dsdata.txt to determine how the superseded data were derived.
 FQ0173
 FQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE577680(NAD 83)
 FQ0173_MARKER: DB = BENCH MARK DISK
 FQ0173_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0173_SP_SET: SANDSTONE OUTCROP
 FQ0173_STAMPING: V 62 1934
 FQ0173_MARK LOGO: CGS   
 FQ0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0173+STABILITY: POSITION/ELEVATION WELL
 FQ0173
 FQ0173  HISTORY     - Date     Condition        Report By
 FQ0173  HISTORY     - 1934     MONUMENTED       CGS
 FQ0173  HISTORY     - 1955     GOOD             USGS
 FQ0173  HISTORY     - 1983     GOOD             NGS
 FQ0173
 FQ0173                          STATION DESCRIPTION
 FQ0173
 FQ0173'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0173'4.3 MI W FROM CAMERON.
 FQ0173'2.5 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF HIGHWAY 64
 FQ0173'AND U.S. HIGHWAY 89 (1.9 MILES SOUTH OF CAMERON), 0.4 MILES SOUTH OF
 FQ0173'HIGHWAY, 81 FEET NORTH OF OLD ROUTE OF HIGHWAY 64 IN SOUTH END OF A
 FQ0173'WHITE SANDSTONE OUTCROPPING, ABOUT 1.5 FEET ABOVE GROUND.  CEMENTED IN
 FQ0173'TOP OF SANDSTONE OUTCROP.
 FQ0173
 FQ0173                          STATION RECOVERY (1983)
 FQ0173
 FQ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0173'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0173'2.6 KM (1.6 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0173'CAMERON, THENCE 3.9 KM (2.4 MI) WEST ALONG STATE HIGHWAY 64 TO THE
 FQ0173'CREST OF A GRADE, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG A TRACK ROAD,
 FQ0173'THENCE 0.2 KM (0.1 MI) EAST ALONG THE OLD HIGHWAY BED TO THE CREST OF
 FQ0173'A LOW HILL, IN TOP OF THE SOUTH END OF A 35 BY 12 FOOT PORTION OF
 FQ0173'WHITE SANDSTONE OUTCROP PROJECTING 1.5 FEET ABOVE THE SURFACE OF THE
 FQ0173'GROUND, 26.0 METERS (85 FT) NORTH OF THE CENTER OF THE OLD HIGHWAY
 FQ0173'BED, 1.5 METERS (5 FT) SOUTHEAST OF A CAIRN.
 FQ0173'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0173'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0125 ***********************************************************************
 FQ0125  DESIGNATION -  V 63
 FQ0125  PID         -  FQ0125
 FQ0125  STATE/COUNTY-  AZ/COCONINO
 FQ0125  USGS QUAD   -  HOWELL MESA (1967)
 FQ0125
 FQ0125                         *CURRENT SURVEY CONTROL
 FQ0125  ___________________________________________________________________
 FQ0125* NAD 83(1986)-  35 58 09.     (N)    110 45 04.     (W)     SCALED    
 FQ0125* NAVD 88     -      1727.964  (meters)    5669.16   (feet)  ADJUSTED  
 FQ0125  ___________________________________________________________________
 FQ0125  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 FQ0125  DYNAMIC HT  -        1725.746 (meters)    5661.89  (feet)  COMP
 FQ0125  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 FQ0125
 FQ0125  VERT ORDER  -  SECOND    CLASS 0
 FQ0125
 FQ0125.The horizontal coordinates were scaled from a topographic map and have
 FQ0125.an estimated accuracy of +/- 6 seconds.
 FQ0125
 FQ0125.The orthometric height was determined by differential leveling
 FQ0125.and adjusted in June 1991.
 FQ0125
 FQ0125.The geoid height was determined by GEOID03.
 FQ0125
 FQ0125.The dynamic height is computed by dividing the NAVD 88
 FQ0125.geopotential number by the normal gravity value computed on the
 FQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0125.degrees latitude (g = 980.6199 gals.).
 FQ0125
 FQ0125.The modeled gravity was interpolated from observed gravity values.
 FQ0125
 FQ0125;                    North         East    Units  Estimated Accuracy
 FQ0125;SPC AZ C     -   551,720.      318,480.      MT  (+/- 180 meters Scaled)
 FQ0125
 FQ0125                          SUPERSEDED SURVEY CONTROL
 FQ0125
 FQ0125  NGVD 29 (??/??/92) 1727.074  (m)         5666.24   (f) ADJ UNCH    2 0
 FQ0125
 FQ0125.Superseded values are not recommended for survey control.
 FQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0125.See file dsdata.txt to determine how the superseded data were derived.
 FQ0125
 FQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE224805(NAD 83)
 FQ0125_MARKER: DB = BENCH MARK DISK
 FQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0125_STAMPING: V 63 1934
 FQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0125+STABILITY: SURFACE MOTION
 FQ0125
 FQ0125  HISTORY     - Date     Condition        Report By
 FQ0125  HISTORY     - 1934     MONUMENTED       CGS
 FQ0125  HISTORY     - 1965     MARK NOT FOUND   NGS
 FQ0125
 FQ0125                          STATION DESCRIPTION
 FQ0125
 FQ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0125'12.3 MI NW FROM ORAIBI.
 FQ0125'IN COCONINO COUNTY, 12.3 MILES NORTHWEST ALONG THE TUBA CITY ROAD FROM
 FQ0125'ORAIBI, NAVAJO COUNTY, 0.5 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 FQ0125'TO A LARGE WASH, SOUTH OF A LARGE CULTIVATED FIELD, 37 FEET SOUTH OF
 FQ0125'THE CENTERLINE OF THE ROAD, AND 56 FEET NORTH OF A FENCE.  A STANDARD
 FQ0125'DISK, STAMPED V 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0125
 FQ0125                          STATION RECOVERY (1965)
 FQ0125
 FQ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FQ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0011 ***********************************************************************
 FQ0011  DESIGNATION -  V 64
 FQ0011  PID         -  FQ0011
 FQ0011  STATE/COUNTY-  AZ/NAVAJO
 FQ0011  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0011
 FQ0011                         *CURRENT SURVEY CONTROL
 FQ0011  ___________________________________________________________________
 FQ0011* NAD 83(1986)-  35 49 01.     (N)    110 12 46.     (W)     SCALED    
 FQ0011* NAVD 88     -      1873.085  (meters)    6145.28   (feet)  ADJUSTED  
 FQ0011  ___________________________________________________________________
 FQ0011  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 FQ0011  DYNAMIC HT  -        1870.607 (meters)    6137.15  (feet)  COMP
 FQ0011  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 FQ0011
 FQ0011  VERT ORDER  -  SECOND    CLASS 0
 FQ0011
 FQ0011.The horizontal coordinates were scaled from a topographic map and have
 FQ0011.an estimated accuracy of +/- 6 seconds.
 FQ0011
 FQ0011.The orthometric height was determined by differential leveling
 FQ0011.and adjusted in June 1991.
 FQ0011
 FQ0011.The geoid height was determined by GEOID03.
 FQ0011
 FQ0011.The dynamic height is computed by dividing the NAVD 88
 FQ0011.geopotential number by the normal gravity value computed on the
 FQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0011.degrees latitude (g = 980.6199 gals.).
 FQ0011
 FQ0011.The modeled gravity was interpolated from observed gravity values.
 FQ0011
 FQ0011;                    North         East    Units  Estimated Accuracy
 FQ0011;SPC AZ E     -   534,210.      209,190.      MT  (+/- 180 meters Scaled)
 FQ0011
 FQ0011                          SUPERSEDED SURVEY CONTROL
 FQ0011
 FQ0011  NGVD 29 (??/??/92) 1872.160  (m)         6142.24   (f) ADJ UNCH    2 0
 FQ0011
 FQ0011.Superseded values are not recommended for survey control.
 FQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0011.See file dsdata.txt to determine how the superseded data were derived.
 FQ0011
 FQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE711639(NAD 83)
 FQ0011_MARKER: DB = BENCH MARK DISK
 FQ0011_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0011_SP_SET: SANDSTONE LEDGE
 FQ0011_STAMPING: V 64 1934
 FQ0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0011+STABILITY: POSITION/ELEVATION WELL
 FQ0011
 FQ0011  HISTORY     - Date     Condition        Report By
 FQ0011  HISTORY     - 1934     MONUMENTED       CGS
 FQ0011  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0011
 FQ0011                          STATION DESCRIPTION
 FQ0011
 FQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0011'1.1 MI NW FROM KEAMS CANYON.
 FQ0011'1.1 MILES NORTHWEST ALONG THE ORAIBI ROAD FROM KEAMS CANYON, NAVAJO
 FQ0011'COUNTY, 0.2 MILE EAST OF A CATTLE GUARD, 103 FEET EAST OF A COAL-MINE
 FQ0011'CHUTE, 21.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 86 FEET NORTH OF
 FQ0011'A ROW OF TELEPHONE POLES, AND IN THE TOP OF THE FLAT PORTION OF AN
 FQ0011'EXTENSIVE SANDSTONE LEDGE.  A STANDARD DISK, STAMPED V 64 1934. NOTE--
 FQ0011'THERE HAS BEEN A ROAD CHANGE AND AT THAT TIME THE MARK MAY HAVE BEEN
 FQ0011'DESTROYED.
 FQ0011
 FQ0011                          STATION RECOVERY (1965)
 FQ0011
 FQ0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0026 ***********************************************************************
 ES0026  DESIGNATION -  V 65
 ES0026  PID         -  ES0026
 ES0026  STATE/COUNTY-  AZ/NAVAJO
 ES0026  USGS QUAD   -  ZENIFF (1971)
 ES0026
 ES0026                         *CURRENT SURVEY CONTROL
 ES0026  ___________________________________________________________________
 ES0026* NAD 83(1986)-  34 35 57.     (N)    110 23 22.     (W)     SCALED    
 ES0026* NAVD 88     -      1790.848  (meters)    5875.47   (feet)  ADJUSTED  
 ES0026  ___________________________________________________________________
 ES0026  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ES0026  DYNAMIC HT  -        1788.294 (meters)    5867.09  (feet)  COMP
 ES0026  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 ES0026
 ES0026  VERT ORDER  -  SECOND    CLASS 0
 ES0026
 ES0026.The horizontal coordinates were scaled from a topographic map and have
 ES0026.an estimated accuracy of +/- 6 seconds.
 ES0026
 ES0026.The orthometric height was determined by differential leveling
 ES0026.and adjusted in June 1991.
 ES0026
 ES0026.The geoid height was determined by GEOID03.
 ES0026
 ES0026.The dynamic height is computed by dividing the NAVD 88
 ES0026.geopotential number by the normal gravity value computed on the
 ES0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0026.degrees latitude (g = 980.6199 gals.).
 ES0026
 ES0026.The modeled gravity was interpolated from observed gravity values.
 ES0026
 ES0026;                    North         East    Units  Estimated Accuracy
 ES0026;SPC AZ E     -   399,130.      192,930.      MT  (+/- 180 meters Scaled)
 ES0026
 ES0026                          SUPERSEDED SURVEY CONTROL
 ES0026
 ES0026  NGVD 29 (??/??/??) 1790.40   (m)         5874.0    (f) RESET       3  
 ES0026
 ES0026.Superseded values are not recommended for survey control.
 ES0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0026.See file dsdata.txt to determine how the superseded data were derived.
 ES0026
 ES0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD559287(NAD 83)
 ES0026_MARKER: DB = BENCH MARK DISK
 ES0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0026_STAMPING: V-65 1934
 ES0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0026+STABILITY: SURFACE MOTION
 ES0026
 ES0026  HISTORY     - Date     Condition        Report By
 ES0026  HISTORY     - 1934     MONUMENTED       CGS
 ES0026
 ES0026                          STATION DESCRIPTION
 ES0026
 ES0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0026'19.3 MI NE FROM HEBER.
 ES0026'ON GLOBE TO HOLBROOK ROAD, AT INTERSECTION OF PRIVATE ROAD TO SOUTH.
 ES0026'400 FEET NORTH OF A FENCE CORNER.  300 FEET EAST OF FENCE LINE.  25
 ES0026'FEET NORTH OF CENTER LINE OF HIWAY.  PRECAST POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0027 ***********************************************************************
 ES0027  DESIGNATION -  V 65 RESET
 ES0027  PID         -  ES0027
 ES0027  STATE/COUNTY-  AZ/NAVAJO
 ES0027  USGS QUAD   -  ZENIFF (1971)
 ES0027
 ES0027                         *CURRENT SURVEY CONTROL
 ES0027  ___________________________________________________________________
 ES0027* NAD 83(1986)-  34 35 57.     (N)    110 23 21.     (W)     SCALED    
 ES0027* NAVD 88     -      1791.28   (meters)    5876.9    (feet)  RESET     
 ES0027  ___________________________________________________________________
 ES0027  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ES0027  VERT ORDER  -  THIRD
 ES0027
 ES0027.The horizontal coordinates were scaled from a topographic map and have
 ES0027.an estimated accuracy of +/- 6 seconds.
 ES0027
 ES0027.The orthometric height was computed from unverified reset data.
 ES0027
 ES0027.The geoid height was determined by GEOID03.
 ES0027
 ES0027;                    North         East    Units  Estimated Accuracy
 ES0027;SPC AZ E     -   399,130.      192,950.      MT  (+/- 180 meters Scaled)
 ES0027
 ES0027                          SUPERSEDED SURVEY CONTROL
 ES0027
 ES0027.No superseded survey control is available for this station.
 ES0027
 ES0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD560287(NAD 83)
 ES0027_MARKER: DB = BENCH MARK DISK
 ES0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0027_STAMPING: V 65 RESET 1958
 ES0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0027+STABILITY: SURFACE MOTION
 ES0027
 ES0027  HISTORY     - Date     Condition        Report By
 ES0027  HISTORY     - 1958     MONUMENTED       AZHD
 ES0027
 ES0027                          STATION DESCRIPTION
 ES0027
 ES0027'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1958
 ES0027'19.3 MI NE FROM HEBER.
 ES0027'19.3 MILES NORTHEAST ALONG THE GLOBE-HOLBROOK ROAD FROM HEBER, 1.3
 ES0027'MILES SOUTHWEST OF DESPAIN RANCH IN DRY LAKE FLAT, ABOUT 100 FEET
 ES0027'RIGHT OF THE CENTER LINE OF COUNTY ROAD KNOWN AS HOLBROOK-HEBER ROAD
 ES0027'AS YOU TRAVEL TOWARD HEBER, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0298 ***********************************************************************
 DU0298  DESIGNATION -  V 67
 DU0298  PID         -  DU0298
 DU0298  STATE/COUNTY-  AZ/PINAL
 DU0298  USGS QUAD   -  KEARNY (1964)
 DU0298
 DU0298                         *CURRENT SURVEY CONTROL
 DU0298  ___________________________________________________________________
 DU0298* NAD 83(1986)-  33 03 14.     (N)    110 54 54.     (W)     SCALED    
 DU0298* NAVD 88     -       558.97   (+/-2cm)    1833.9    (feet)  VERTCON   
 DU0298  ___________________________________________________________________
 DU0298  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DU0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0298
 DU0298.The horizontal coordinates were scaled from a topographic map and have
 DU0298.an estimated accuracy of +/- 6 seconds.
 DU0298
 DU0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0298.The vertical order pertains to the NGVD 29 superseded value.
 DU0298
 DU0298.The geoid height was determined by GEOID03.
 DU0298
 DU0298;                    North         East    Units  Estimated Accuracy
 DU0298;SPC AZ C     -   228,170.      306,910.      MT  (+/- 180 meters Scaled)
 DU0298
 DU0298                          SUPERSEDED SURVEY CONTROL
 DU0298
 DU0298  NGVD 29 (??/??/92)  558.354  (m)         1831.87   (f) ADJ UNCH    2 0
 DU0298
 DU0298.Superseded values are not recommended for survey control.
 DU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0298.See file dsdata.txt to determine how the superseded data were derived.
 DU0298
 DU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB079572(NAD 83)
 DU0298_MARKER: DB = BENCH MARK DISK
 DU0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0298_STAMPING: V 67 1934
 DU0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0298+STABILITY: SURFACE MOTION
 DU0298
 DU0298  HISTORY     - Date     Condition        Report By
 DU0298  HISTORY     - 1934     MONUMENTED       CGS
 DU0298  HISTORY     - 20061110 MARK NOT FOUND   GEOCAC
 DU0298
 DU0298                          STATION DESCRIPTION
 DU0298
 DU0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0298'2.0 MI NW FROM BRANAMAN.
 DU0298'2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DU0298'BRANAMAN, 20 FEET EAST OF MILEPOST 993, 100 YARDS EAST OF A ROAD
 DU0298'CROSSING, 30 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 65 FEET
 DU0298'SOUTH OF A FENCE.  SET IN THE TOP OF A CONCRETE POST.
 DU0298
 DU0298                          STATION RECOVERY (2006)
 DU0298
 DU0298'RECOVERY NOTE BY GEOCACHING 2006 (MDR)
 DU0298'RAIL LINE HAS MOVED NORTH AND THE CURRENT TOWN OF KEARNY EXISTS IN
 DU0298'THIS LOCATION. THE CITY HAS BUILT A STREET, AIRPORT DRIVE THAT
 DU0298'COMPLETELY COVERS THE COORDINATES TO THIS LOCATION. LIKELY THE
 DU0298'BENCHMARK WAS DESTROYED IN THIS MANNER IN THE 1960'S WHEN KEARNY WAS
 DU0298'BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1092 ***********************************************************************
 CZ1092  DESIGNATION -  V 68
 CZ1092  PID         -  CZ1092
 CZ1092  STATE/COUNTY-  AZ/PINAL
 CZ1092  USGS QUAD   -  COOLIDGE (1992)
 CZ1092
 CZ1092                         *CURRENT SURVEY CONTROL
 CZ1092  ___________________________________________________________________
 CZ1092* NAD 83(2007)-  32 55 13.43179(N)    111 30 38.46466(W)     ADJUSTED  
 CZ1092* NAVD 88     -       438.5    (meters)    1439.     (feet)  GPS OBS   
 CZ1092  ___________________________________________________________________
 CZ1092  EPOCH DATE  -        2007.00
 CZ1092  X           -  -1,965,237.481 (meters)                     COMP
 CZ1092  Y           -  -4,986,318.932 (meters)                     COMP
 CZ1092  Z           -   3,446,773.400 (meters)                     COMP
 CZ1092  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 CZ1092  ELLIP HEIGHT-         408.559 (meters)          (02/10/07) ADJUSTED
 CZ1092  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ1092
 CZ1092  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1092  Type    PID    Designation                      North   East  Ellip
 CZ1092  -------------------------------------------------------------------
 CZ1092  NETWORK CZ1092 V 68                              0.80   0.73   3.21
 CZ1092  -------------------------------------------------------------------
 CZ1092
 CZ1092.The horizontal coordinates were established by GPS observations
 CZ1092.and adjusted by the National Geodetic Survey in February 2007.
 CZ1092
 CZ1092.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1092.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1092.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1092.The epoch date for horizontal control is a decimal equivalence
 CZ1092.of Year/Month/Day.
 CZ1092
 CZ1092.The orthometric height was determined by GPS observations and a
 CZ1092.high-resolution geoid model.
 CZ1092
 CZ1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1092
 CZ1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1092
 CZ1092.The ellipsoidal height was determined by GPS observations
 CZ1092.and is referenced to NAD 83.
 CZ1092
 CZ1092.The geoid height was determined by GEOID03.
 CZ1092
 CZ1092;                    North         East     Units Scale Factor Converg.
 CZ1092;SPC AZ C     -   212,997.345   251,330.693   MT  0.99991777   +0 13 14.3
 CZ1092;SPC AZ C     -   698,810.19    824,575.76   iFT  0.99991777   +0 13 14.3
 CZ1092;UTM  12      - 3,642,577.935   452,250.916   MT  0.99962811   -0 16 39.2
 CZ1092
 CZ1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1092!SPC AZ C     -   0.99993586  x   0.99991777  =   0.99985363
 CZ1092!UTM  12      -   0.99993586  x   0.99962811  =   0.99956399
 CZ1092
 CZ1092                          SUPERSEDED SURVEY CONTROL
 CZ1092
 CZ1092  ELLIP H (11/21/00)  408.593  (m)                       GP(       ) 3 1
 CZ1092  NAD 83(1986)-  32 55 13.42408(N)    111 30 38.46362(W) AD(       ) B
 CZ1092  NAD 83(1992)-  32 55 13.43103(N)    111 30 38.46290(W) AD(       ) B
 CZ1092  ELLIP H (09/30/92)  408.676  (m)                       GP(       ) 2 1
 CZ1092  NGVD 29 (??/??/92)  438.846  (m)         1439.78   (f) ADJ UNCH    2 0
 CZ1092
 CZ1092.Superseded values are not recommended for survey control.
 CZ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1092.See file dsdata.txt to determine how the superseded data were derived.
 CZ1092
 CZ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5225142578(NAD 83)
 CZ1092_MARKER: DB = BENCH MARK DISK
 CZ1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1092_SP_SET: CONCRETE POST
 CZ1092_STAMPING: V 68 1934
 CZ1092_MARK LOGO: CGS   
 CZ1092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1092+STABILITY: SURFACE MOTION
 CZ1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1092+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1092
 CZ1092  HISTORY     - Date     Condition        Report By
 CZ1092  HISTORY     - 1934     MONUMENTED       CGS
 CZ1092  HISTORY     - 1968     GOOD             NGS
 CZ1092  HISTORY     - 19920414 GOOD             NGS
 CZ1092  HISTORY     - 19940430 GOOD             NOS
 CZ1092  HISTORY     - 20041013 GOOD             MHD
 CZ1092  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1092
 CZ1092                          STATION DESCRIPTION
 CZ1092
 CZ1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CZ1092'4.1 MI S FROM COOLIDGE.
 CZ1092'4.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 CZ1092'PINAL COUNTY, 0.3 MILE NORTH OF THE SIDING AT RANDOLPH, 10 FEET SOUTH
 CZ1092'OF MILEPOST 966, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, AND IN
 CZ1092'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED V 68 1934 AND SET
 CZ1092'IN THE TOP OF A CONCRETE POST.
 CZ1092
 CZ1092                          STATION RECOVERY (1968)
 CZ1092
 CZ1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ1092'RECOVERED IN GOOD CONDITION.
 CZ1092
 CZ1092                          STATION RECOVERY (1992)
 CZ1092
 CZ1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1092'STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTH OF COOLIDGE, ALONG THE
 CZ1092'SOUTHERN PACIFIC RAILROAD TRACK, AT MILEPOST 966. OWNERSHIP--SOUTHERN
 CZ1092'PACIFIC RAILROAD.
 CZ1092'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 287 AT LA PALMA,
 CZ1092'GO NORTH ON HIGHWAY 87 FOR 4.81 KM (2.99 MI) TO A PAVED CROSSROAD.
 CZ1092'TURN RIGHT, EAST, ON RANDOLPH ROAD FOR 0.39 KM (0.24 MI) TO A TRACK
 CZ1092'ROAD ON THE RIGHT JUST BEFORE REACHING RAILROAD TRACK. TURN RIGHT,
 CZ1092'SOUTH, ON TRACK ROAD PASSING TO LEFT OF A SMALL SUBSTATION FOR 0.29
 CZ1092'KM (0.18 MI) TO THE MILEPOST AND THE STATION ON THE RIGHT.
 CZ1092'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 CZ1092'PROJECTING 2 CM AND SURROUNDED BY A CONCRETE MASS. IT IS 13.1 M
 CZ1092'(43.0 FT) WEST OF AND 1.5 M (4.9 FT) LOWER THAN THE WEST RAIL OF THE
 CZ1092'TRACK, 3.2 M (10.5 FT) SOUTH OF MILPOST 966 AND 0.4 M (1.3 FT) EAST
 CZ1092'OF A FIBERGLASS WITNESS POST.
 CZ1092
 CZ1092                          STATION RECOVERY (1994)
 CZ1092
 CZ1092'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 CZ1092'RECOVERED AS DESCRIBED.
 CZ1092
 CZ1092                          STATION RECOVERY (2004)
 CZ1092
 CZ1092'RECOVERY NOTE BY MHD AND ASSOCIATES 2004 (JHD)
 CZ1092'RECOVERED IN GOOD CONDITION.
 CZ1092
 CZ1092                          STATION RECOVERY (2007)
 CZ1092
 CZ1092'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0145 ***********************************************************************
 FQ0145  DESIGNATION -  V 70
 FQ0145  PID         -  FQ0145
 FQ0145  STATE/COUNTY-  AZ/NAVAJO
 FQ0145  USGS QUAD   -  BURRO SPRING (1991)
 FQ0145
 FQ0145                         *CURRENT SURVEY CONTROL
 FQ0145  ___________________________________________________________________
 FQ0145* NAD 83(1986)-  35 40 52.     (N)    110 43 49.     (W)     SCALED    
 FQ0145* NAVD 88     -      1596.066  (meters)    5236.43   (feet)  ADJUSTED  
 FQ0145  ___________________________________________________________________
 FQ0145  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0145  DYNAMIC HT  -        1594.014 (meters)    5229.69  (feet)  COMP
 FQ0145  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 FQ0145
 FQ0145  VERT ORDER  -  SECOND    CLASS 0
 FQ0145
 FQ0145.The horizontal coordinates were scaled from a topographic map and have
 FQ0145.an estimated accuracy of +/- 6 seconds.
 FQ0145
 FQ0145.The orthometric height was determined by differential leveling
 FQ0145.and adjusted in June 1991.
 FQ0145
 FQ0145.The geoid height was determined by GEOID03.
 FQ0145
 FQ0145.The dynamic height is computed by dividing the NAVD 88
 FQ0145.geopotential number by the normal gravity value computed on the
 FQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0145.degrees latitude (g = 980.6199 gals.).
 FQ0145
 FQ0145.The modeled gravity was interpolated from observed gravity values.
 FQ0145
 FQ0145;                    North         East    Units  Estimated Accuracy
 FQ0145;SPC AZ E     -   519,280.      162,340.      MT  (+/- 180 meters Scaled)
 FQ0145
 FQ0145                          SUPERSEDED SURVEY CONTROL
 FQ0145
 FQ0145  NGVD 29 (??/??/92) 1595.237  (m)         5233.71   (f) ADJ UNCH    2 0
 FQ0145
 FQ0145.Superseded values are not recommended for survey control.
 FQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0145.See file dsdata.txt to determine how the superseded data were derived.
 FQ0145
 FQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE244486(NAD 83)
 FQ0145_MARKER: DB = BENCH MARK DISK
 FQ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0145_STAMPING: V 70 1934
 FQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0145+STABILITY: SURFACE MOTION
 FQ0145
 FQ0145  HISTORY     - Date     Condition        Report By
 FQ0145  HISTORY     - 1934     MONUMENTED       CGS
 FQ0145  HISTORY     - 1955     GOOD             NGS
 FQ0145  HISTORY     - 19851203 GOOD             USGS
 FQ0145
 FQ0145                          STATION DESCRIPTION
 FQ0145
 FQ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0145'15.7 MI S FROM ORAIBI.
 FQ0145'ABOUT 15.7 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0145'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.4 MILE SOUTH OF THE
 FQ0145'INTERSECTION WITH A ROAD LEADING WEST, 92 FEET SOUTH OF A 24-INCH
 FQ0145'GALVANIZED-IRON PIPE CULVERT, 63 FEET WEST OF THE CENTER LINE OF THE
 FQ0145'HIGHWAY, AND 6 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 FQ0145'V 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0145
 FQ0145                          STATION RECOVERY (1955)
 FQ0145
 FQ0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0145'RECOVERED IN GOOD CONDITION.
 FQ0145
 FQ0145                          STATION RECOVERY (1985)
 FQ0145
 FQ0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RVP)
 FQ0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0093 ***********************************************************************
 FQ0093  DESIGNATION -  V 71
 FQ0093  PID         -  FQ0093
 FQ0093  STATE/COUNTY-  AZ/COCONINO
 FQ0093  USGS QUAD   -  TUCKER MESA NW (1968)
 FQ0093
 FQ0093                         *CURRENT SURVEY CONTROL
 FQ0093  ___________________________________________________________________
 FQ0093* NAD 83(1986)-  35 07 39.     (N)    110 52 32.     (W)     SCALED    
 FQ0093* NAVD 88     -      1494.359  (meters)    4902.74   (feet)  ADJUSTED  
 FQ0093  ___________________________________________________________________
 FQ0093  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0093  DYNAMIC HT  -        1492.383 (meters)    4896.26  (feet)  COMP
 FQ0093  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 FQ0093
 FQ0093  VERT ORDER  -  SECOND    CLASS 0
 FQ0093
 FQ0093.The horizontal coordinates were scaled from a topographic map and have
 FQ0093.an estimated accuracy of +/- 6 seconds.
 FQ0093
 FQ0093.The orthometric height was determined by differential leveling
 FQ0093.and adjusted in June 1991.
 FQ0093
 FQ0093.The geoid height was determined by GEOID03.
 FQ0093
 FQ0093.The dynamic height is computed by dividing the NAVD 88
 FQ0093.geopotential number by the normal gravity value computed on the
 FQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0093.degrees latitude (g = 980.6199 gals.).
 FQ0093
 FQ0093.The modeled gravity was interpolated from observed gravity values.
 FQ0093
 FQ0093;                    North         East    Units  Estimated Accuracy
 FQ0093;SPC AZ C     -   458,210.      308,250.      MT  (+/- 180 meters Scaled)
 FQ0093
 FQ0093                          SUPERSEDED SURVEY CONTROL
 FQ0093
 FQ0093  NGVD 29 (??/??/92) 1493.577  (m)         4900.18   (f) ADJ UNCH    2 0
 FQ0093
 FQ0093.Superseded values are not recommended for survey control.
 FQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0093.See file dsdata.txt to determine how the superseded data were derived.
 FQ0093
 FQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD113871(NAD 83)
 FQ0093_MARKER: DB = BENCH MARK DISK
 FQ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0093_STAMPING: V 71 1934
 FQ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0093+STABILITY: SURFACE MOTION
 FQ0093
 FQ0093  HISTORY     - Date     Condition        Report By
 FQ0093  HISTORY     - 1934     MONUMENTED       CGS
 FQ0093
 FQ0093                          STATION DESCRIPTION
 FQ0093
 FQ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0093'12.1 MI SE FROM LEUPP.
 FQ0093'12.1 MILES SOUTHEAST ALONG THE HIGHWAY TO WINSLOW FROM LEUPP, COCONINO
 FQ0093'COUNTY, AT THE SOUTH END OF A TANGENT, AND 42 FEET WEST OF THE CENTER
 FQ0093'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 71 1934 AND SET IN
 FQ0093'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0324 ***********************************************************************
 FP0324  DESIGNATION -  V 72
 FP0324  PID         -  FP0324
 FP0324  STATE/COUNTY-  AZ/APACHE
 FP0324  USGS QUAD   -  BIG WILLOW SPRING CA (1972)
 FP0324
 FP0324                         *CURRENT SURVEY CONTROL
 FP0324  ___________________________________________________________________
 FP0324* NAD 83(1986)-  35 46 17.     (N)    109 58 42.     (W)     SCALED    
 FP0324* NAVD 88     -      1989.898  (meters)    6528.52   (feet)  ADJUSTED  
 FP0324  ___________________________________________________________________
 FP0324  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FP0324  DYNAMIC HT  -        1987.215 (meters)    6519.72  (feet)  COMP
 FP0324  MODELED GRAV-     979,213.5   (mgal)                       NAVD 88
 FP0324
 FP0324  VERT ORDER  -  SECOND    CLASS 0
 FP0324
 FP0324.The horizontal coordinates were scaled from a topographic map and have
 FP0324.an estimated accuracy of +/- 6 seconds.
 FP0324
 FP0324.The orthometric height was determined by differential leveling
 FP0324.and adjusted in June 1991.
 FP0324
 FP0324.The geoid height was determined by GEOID03.
 FP0324
 FP0324.The dynamic height is computed by dividing the NAVD 88
 FP0324.geopotential number by the normal gravity value computed on the
 FP0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0324.degrees latitude (g = 980.6199 gals.).
 FP0324
 FP0324.The modeled gravity was interpolated from observed gravity values.
 FP0324
 FP0324;                    North         East    Units  Estimated Accuracy
 FP0324;SPC AZ E     -   529,170.      230,390.      MT  (+/- 180 meters Scaled)
 FP0324
 FP0324                          SUPERSEDED SURVEY CONTROL
 FP0324
 FP0324  NGVD 29 (??/??/92) 1988.931  (m)         6525.35   (f) ADJ UNCH    2 0
 FP0324
 FP0324.Superseded values are not recommended for survey control.
 FP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0324.See file dsdata.txt to determine how the superseded data were derived.
 FP0324
 FP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE923590(NAD 83)
 FP0324_MARKER: DB = BENCH MARK DISK
 FP0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0324_STAMPING: V 72 1934
 FP0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0324+STABILITY: SURFACE MOTION
 FP0324
 FP0324  HISTORY     - Date     Condition        Report By
 FP0324  HISTORY     - 1934     MONUMENTED       CGS
 FP0324  HISTORY     - 1974     GOOD             USGS
 FP0324
 FP0324                          STATION DESCRIPTION
 FP0324
 FP0324'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FP0324'8.3 MI NW FROM STEAMBOAT.
 FP0324'IN APACHE CO., 7.7 MI. WEST ALONG STATE HWY 264 FROM THE TRADING POST
 FP0324'AT STEAMBOAT, APACHE CO., THENCE NORTH ON DIRT ROAD 0.2 MI. TO ROAD
 FP0324'FORK, THENCE EAST 0.4 MI., ABOUT 470 FEET NORTH OF DIRT ROAD, 670 FEET
 FP0324'NORTH OF A WINDMILL, ABOUT 1800 FEET EAST OF BESHBITO WASH, 222 FEET
 FP0324'EAST OF A SMALL DRY WASH, 29 FEET SOUTH OF AN OLD ROAD, 25 FEET NORTH
 FP0324'OF AN OLD ROAD, 100 FEET EAST OF FORK OF SAME TWO ROADS.  A STANDARD
 FP0324'DISK STAMPED V 72 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FP0324'IN APACHE COUNTY, 18.0 MILES EAST ALONG THE GANADO ROAD FROM KEAMS
 FP0324'CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0350 ***********************************************************************
 DT0350  DESIGNATION -  V 73
 DT0350  PID         -  DT0350
 DT0350  STATE/COUNTY-  AZ/GREENLEE
 DT0350  USGS QUAD   -  CLIFTON (1989)
 DT0350
 DT0350                         *CURRENT SURVEY CONTROL
 DT0350  ___________________________________________________________________
 DT0350* NAD 83(1986)-  33 04 17.     (N)    109 19 55.     (W)     SCALED    
 DT0350* NAVD 88     -      1139.469  (meters)    3738.41   (feet)  ADJUSTED  
 DT0350  ___________________________________________________________________
 DT0350  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DT0350  DYNAMIC HT  -        1137.848 (meters)    3733.09  (feet)  COMP
 DT0350  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 DT0350
 DT0350  VERT ORDER  -  SECOND    CLASS 0
 DT0350
 DT0350.The horizontal coordinates were scaled from a topographic map and have
 DT0350.an estimated accuracy of +/- 6 seconds.
 DT0350
 DT0350.The orthometric height was determined by differential leveling
 DT0350.and adjusted in June 1991.
 DT0350
 DT0350.The geoid height was determined by GEOID03.
 DT0350
 DT0350.The dynamic height is computed by dividing the NAVD 88
 DT0350.geopotential number by the normal gravity value computed on the
 DT0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0350.degrees latitude (g = 980.6199 gals.).
 DT0350
 DT0350.The modeled gravity was interpolated from observed gravity values.
 DT0350
 DT0350;                    North         East    Units  Estimated Accuracy
 DT0350;SPC AZ E     -   229,980.      291,300.      MT  (+/- 180 meters Scaled)
 DT0350
 DT0350                          SUPERSEDED SURVEY CONTROL
 DT0350
 DT0350  NGVD 29 (??/??/92) 1138.746  (m)         3736.04   (f) ADJ UNCH    2 0
 DT0350
 DT0350.Superseded values are not recommended for survey control.
 DT0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0350.See file dsdata.txt to determine how the superseded data were derived.
 DT0350
 DT0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB557604(NAD 83)
 DT0350_MARKER: DB = BENCH MARK DISK
 DT0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0350_SP_SET: ABUTMENT
 DT0350_STAMPING: V-73 1934
 DT0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0350
 DT0350  HISTORY     - Date     Condition        Report By
 DT0350  HISTORY     - 1934     MONUMENTED       CGS
 DT0350  HISTORY     - 19870210 MARK NOT FOUND   USGS
 DT0350
 DT0350                          STATION DESCRIPTION
 DT0350
 DT0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0350'2.3 MI N FROM CLIFTON.
 DT0350'2.3 MI NORTH ON STATE HWY NO. 71, FROM P.O.  AT A POINT WHERE THE
 DT0350'HIGHWAY APPROACHES THE RAILROAD GRADE, IN THE CENTER OF THE SOUTHEAST
 DT0350'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE, 27 FEET WEST OF THE
 DT0350'CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF THE CENTERLINE OF THE
 DT0350'RAILROAD TRACK, AND ABOUT 8 FEET BELOW THE HIGHWAY GRADE.
 DT0350
 DT0350                          STATION RECOVERY (1987)
 DT0350
 DT0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (SGD)
 DT0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0265 ***********************************************************************
 CG0265  DESIGNATION -  V 75
 CG0265  PID         -  CG0265
 CG0265  STATE/COUNTY-  AZ/PIMA
 CG0265  USGS QUAD   -  GREEN VALLEY (1981)
 CG0265
 CG0265                         *CURRENT SURVEY CONTROL
 CG0265  ___________________________________________________________________
 CG0265* NAD 83(1986)-  31 48 20.     (N)    110 59 50.     (W)     SCALED    
 CG0265* NAVD 88     -       889.78   (+/-2cm)    2919.2    (feet)  VERTCON   
 CG0265  ___________________________________________________________________
 CG0265  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0265  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0265
 CG0265.The horizontal coordinates were scaled from a topographic map and have
 CG0265.an estimated accuracy of +/- 6 seconds.
 CG0265
 CG0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0265.The vertical order pertains to the NGVD 29 superseded value.
 CG0265
 CG0265.The geoid height was determined by GEOID03.
 CG0265
 CG0265;                    North         East    Units  Estimated Accuracy
 CG0265;SPC AZ C     -    89,680.      300,420.      MT  (+/- 180 meters Scaled)
 CG0265
 CG0265                          SUPERSEDED SURVEY CONTROL
 CG0265
 CG0265  NGVD 29 (??/??/92)  889.015  (m)         2916.71   (f) ADJ UNCH    1 2
 CG0265
 CG0265.Superseded values are not recommended for survey control.
 CG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0265.See file dsdata.txt to determine how the superseded data were derived.
 CG0265
 CG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA002188(NAD 83)
 CG0265_MARKER: DB = BENCH MARK DISK
 CG0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0265_STAMPING: V 75 1934
 CG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0265+STABILITY: SURFACE MOTION
 CG0265
 CG0265  HISTORY     - Date     Condition        Report By
 CG0265  HISTORY     - 1934     MONUMENTED       CGS
 CG0265  HISTORY     - 1953     GOOD             NGS
 CG0265
 CG0265                          STATION DESCRIPTION
 CG0265
 CG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0265'3.6 MI S FROM CONTINENTAL.
 CG0265'3.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0265'CROSSING OF A GRAVELED ROAD AT CONTINENTAL, 9 1/2 POLES NORTH OF
 CG0265'MILEPOLE 1014, 142.8 FEET SOUTH OF THE SOUTHEAST CORNER OF BRIDGE
 CG0265'1013.67, AT THE CROSSING OF A DIRT ROAD, 132 FEET SOUTH OF THE CENTER
 CG0265'LINE OF THE ROAD, 50.8 FEET EAST OF THE EAST RAIL, 47.0 FEET WEST OF A
 CG0265'FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE
 CG0265'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 CG0265'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0229 ***********************************************************************
 CG0229  DESIGNATION -  V 76
 CG0229  PID         -  CG0229
 CG0229  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0229  USGS QUAD   -  CUMERO CANYON (1981)
 CG0229
 CG0229                         *CURRENT SURVEY CONTROL
 CG0229  ___________________________________________________________________
 CG0229* NAD 83(1986)-  31 26 15.     (N)    110 50 22.     (W)     SCALED    
 CG0229* NAVD 88     -      1203.17   (+/-2cm)    3947.4    (feet)  VERTCON   
 CG0229  ___________________________________________________________________
 CG0229  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CG0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0229
 CG0229.The horizontal coordinates were scaled from a topographic map and have
 CG0229.an estimated accuracy of +/- 6 seconds.
 CG0229
 CG0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0229.The vertical order pertains to the NGVD 29 superseded value.
 CG0229
 CG0229.The geoid height was determined by GEOID03.
 CG0229
 CG0229;                    North         East    Units  Estimated Accuracy
 CG0229;SPC AZ C     -    49,000.      315,760.      MT  (+/- 180 meters Scaled)
 CG0229
 CG0229                          SUPERSEDED SURVEY CONTROL
 CG0229
 CG0229  NGVD 29 (??/??/92) 1202.276  (m)         3944.47   (f) ADJ UNCH    2 0
 CG0229
 CG0229.Superseded values are not recommended for survey control.
 CG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0229.See file dsdata.txt to determine how the superseded data were derived.
 CG0229
 CG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV152781(NAD 83)
 CG0229_MARKER: DB = BENCH MARK DISK
 CG0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0229_STAMPING: V 76 1934
 CG0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0229+STABILITY: SURFACE MOTION
 CG0229
 CG0229  HISTORY     - Date     Condition        Report By
 CG0229  HISTORY     - 1934     MONUMENTED       CGS
 CG0229  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0229
 CG0229                          STATION DESCRIPTION
 CG0229
 CG0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0229'11.2 MI NE FROM NOGALES.
 CG0229'11.2 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT
 CG0229'NOGALES, SANTA CRUZ COUNTY, 10.6 MILES SOUTHWEST OF THE SOUTHERN
 CG0229'PACIFIC CO. RAILROAD STATION AT PATAGONIA, 0.5 MILE NORTHEAST OF THE
 CG0229'BOTTOM OF A LARGE ARROYO, ABOUT 200 YARDS SOUTH OF A SHARP CURVE, 125
 CG0229'YARDS NORTHEAST OF A FENCE CORNER, AND 50 FEET NORTHWEST OF THE
 CG0229'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 76 1934 AND SET
 CG0229'IN THE TOP OF A CONCRETE POST.
 CG0229
 CG0229                          STATION RECOVERY (1976)
 CG0229
 CG0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0135 ***********************************************************************
 CG0135  DESIGNATION -  V 77
 CG0135  PID         -  CG0135
 CG0135  STATE/COUNTY-  AZ/COCHISE
 CG0135  USGS QUAD   -  FAIRBANK (1952)
 CG0135
 CG0135                         *CURRENT SURVEY CONTROL
 CG0135  ___________________________________________________________________
 CG0135* NAD 83(1986)-  31 42 48.     (N)    110 11 05.     (W)     SCALED    
 CG0135* NAVD 88     -      1177.89   (+/-2cm)    3864.5    (feet)  VERTCON   
 CG0135  ___________________________________________________________________
 CG0135  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0135
 CG0135.The horizontal coordinates were scaled from a topographic map and have
 CG0135.an estimated accuracy of +/- 6 seconds.
 CG0135
 CG0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0135.The vertical order pertains to the NGVD 29 superseded value.
 CG0135
 CG0135.The geoid height was determined by GEOID03.
 CG0135
 CG0135;                    North         East    Units  Estimated Accuracy
 CG0135;SPC AZ E     -    79,080.      211,650.      MT  (+/- 180 meters Scaled)
 CG0135
 CG0135                          SUPERSEDED SURVEY CONTROL
 CG0135
 CG0135  NGVD 29 (??/??/92) 1177.088  (m)         3861.83   (f) ADJ UNCH    2 0
 CG0135
 CG0135.Superseded values are not recommended for survey control.
 CG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0135.See file dsdata.txt to determine how the superseded data were derived.
 CG0135
 CG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA772089(NAD 83)
 CG0135_MARKER: DB = BENCH MARK DISK
 CG0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0135_SP_SET: FOUNDATION
 CG0135_STAMPING: V 77 1934
 CG0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0135
 CG0135  HISTORY     - Date     Condition        Report By
 CG0135  HISTORY     - 1934     MONUMENTED       CGS
 CG0135  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CG0135
 CG0135                          STATION DESCRIPTION
 CG0135
 CG0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0135'IN FAIRBANK.
 CG0135'AT FAIRBANK, COCHISE COUNTY, 100 YARDS SOUTH OF THE SOUTHERN PACIFIC
 CG0135'CO. RAILROAD STATION, 75 FEET EAST OF THE CENTERLINE OF THE MAIN
 CG0135'TRACK, AND IN THE TOP OF THE WEST CONCRETE FOUNDATION OF A LARGE STEEL
 CG0135'TANK.  A STANDARD DISK, STAMPED V 77 1934.
 CG0135
 CG0135                          STATION RECOVERY (1998)
 CG0135
 CG0135'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0175 ***********************************************************************
 CF0175  DESIGNATION -  V 79
 CF0175  PID         -  CF0175
 CF0175  STATE/COUNTY-  AZ/COCHISE
 CF0175  USGS QUAD   -  SULPHUR HILLS (1986)
 CF0175
 CF0175                         *CURRENT SURVEY CONTROL
 CF0175  ___________________________________________________________________
 CF0175* NAD 83(1986)-  31 53 44.     (N)    109 41 56.     (W)     SCALED    
 CF0175* NAVD 88     -      1329.43   (+/-2cm)    4361.6    (feet)  VERTCON   
 CF0175  ___________________________________________________________________
 CF0175  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CF0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0175
 CF0175.The horizontal coordinates were scaled from a topographic map and have
 CF0175.an estimated accuracy of +/- 6 seconds.
 CF0175
 CF0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0175.The vertical order pertains to the NGVD 29 superseded value.
 CF0175
 CF0175.The geoid height was determined by GEOID03.
 CF0175
 CF0175;                    North         East    Units  Estimated Accuracy
 CF0175;SPC AZ E     -    99,380.      257,610.      MT  (+/- 180 meters Scaled)
 CF0175
 CF0175                          SUPERSEDED SURVEY CONTROL
 CF0175
 CF0175  NGVD 29 (??/??/92) 1328.618  (m)         4358.97   (f) ADJ UNCH    2 0
 CF0175
 CF0175.Superseded values are not recommended for survey control.
 CF0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0175.See file dsdata.txt to determine how the superseded data were derived.
 CF0175
 CF0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA230295(NAD 83)
 CF0175_MARKER: DB = BENCH MARK DISK
 CF0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0175_STAMPING: V 79 1934
 CF0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0175+STABILITY: SURFACE MOTION
 CF0175
 CF0175  HISTORY     - Date     Condition        Report By
 CF0175  HISTORY     - 1934     MONUMENTED       CGS
 CF0175  HISTORY     - 1957     MARK NOT FOUND   NGS
 CF0175  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0175
 CF0175                          STATION DESCRIPTION
 CF0175
 CF0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CF0175'7.2 MI E FROM PEARCE.
 CF0175'7.2 MILES EAST ALONG U.S. HIGHWAY 666 FROM PEARCE, COCHISE COUNTY,
 CF0175'ABOUT 300 YARDS SOUTH OF THE MIDDLE OF THREE BUTTES, 185 FEET NORTH OF
 CF0175'A WIRE FENCE, 125 FEET NORTHWEST OF A CULVERT, AND 45 FEET NORTH OF
 CF0175'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 79 1934 AND
 CF0175'SET IN THE TOP OF A CONCRETE POST.
 CF0175
 CF0175                          STATION RECOVERY (1980)
 CF0175
 CF0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0175'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1025 ***********************************************************************
 DA1025  DESIGNATION -  V 8
 DA1025  PID         -  DA1025
 DA1025  STATE/COUNTY-  AZ/YUMA
 DA1025  USGS QUAD   -  ROLL (1982)
 DA1025
 DA1025                         *CURRENT SURVEY CONTROL
 DA1025  ___________________________________________________________________
 DA1025* NAD 83(1986)-  32 45 05.     (N)    113 59 21.     (W)     SCALED    
 DA1025* NAVD 88     -        79.47   (+/-2cm)     260.7    (feet)  VERTCON   
 DA1025  ___________________________________________________________________
 DA1025  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DA1025  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1025
 DA1025.The horizontal coordinates were scaled from a topographic map and have
 DA1025.an estimated accuracy of +/- 6 seconds.
 DA1025
 DA1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1025.The vertical order pertains to the NGVD 29 superseded value.
 DA1025
 DA1025.The geoid height was determined by GEOID03.
 DA1025
 DA1025;                    North         East    Units  Estimated Accuracy
 DA1025;SPC AZ W     -   194,220.      190,950.      MT  (+/- 180 meters Scaled)
 DA1025
 DA1025                          SUPERSEDED SURVEY CONTROL
 DA1025
 DA1025  NGVD 29 (??/??/92)   78.818  (m)          258.59   (f) ADJ UNCH    1 2
 DA1025
 DA1025.Superseded values are not recommended for survey control.
 DA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1025.See file dsdata.txt to determine how the superseded data were derived.
 DA1025
 DA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB199276(NAD 83)
 DA1025_MARKER: DB = BENCH MARK DISK
 DA1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1025_STAMPING: 258.589 V 6 1927
 DA1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1025+STABILITY: SURFACE MOTION
 DA1025
 DA1025  HISTORY     - Date     Condition        Report By
 DA1025  HISTORY     - 1927     MONUMENTED       CGS
 DA1025
 DA1025                          STATION DESCRIPTION
 DA1025
 DA1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DA1025'10.9 MI NE FROM WELLTON.
 DA1025'10.9 MILES NORTHEAST ALONG THE WELLTON-HASSAYAMPA-PHOENIX BRANCH OF
 DA1025'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1025'COUNTY AT ROLL, 3 POLES WEST OF MILEPOST 781, 50 YARDS EAST OF CULVERT
 DA1025'780.89, 38 YARDS WEST OF THE POST OFFICE, 145 FEET SOUTHEAST OF THE
 DA1025'CENTERLINE OF THE TRACK, 4 FEET WEST OF A FENCE CORNER, 6 FEET
 DA1025'SOUTHEAST OF A GATE, JUST INSIDE THE RIGHT-OF-WAY FENCE, AND 4 FEET
 DA1025'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 258.589 V 6 1927 AND
 DA1025'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0185 ***********************************************************************
 CG0185  DESIGNATION -  V 80
 CG0185  PID         -  CG0185
 CG0185  STATE/COUNTY-  AZ/COCHISE
 CG0185  USGS QUAD   -  HEREFORD (1983)
 CG0185
 CG0185                         *CURRENT SURVEY CONTROL
 CG0185  ___________________________________________________________________
 CG0185* NAD 83(1986)-  31 22 48.     (N)    110 02 55.     (W)     SCALED    
 CG0185* NAVD 88     -      1337.41   (+/-2cm)    4387.8    (feet)  VERTCON   
 CG0185  ___________________________________________________________________
 CG0185  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0185
 CG0185.The horizontal coordinates were scaled from a topographic map and have
 CG0185.an estimated accuracy of +/- 6 seconds.
 CG0185
 CG0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0185.The vertical order pertains to the NGVD 29 superseded value.
 CG0185
 CG0185.The geoid height was determined by GEOID03.
 CG0185
 CG0185;                    North         East    Units  Estimated Accuracy
 CG0185;SPC AZ E     -    42,130.      224,590.      MT  (+/- 180 meters Scaled)
 CG0185
 CG0185                          SUPERSEDED SURVEY CONTROL
 CG0185
 CG0185  NGVD 29 (??/??/92) 1336.544  (m)         4384.98   (f) ADJ UNCH    2 0
 CG0185
 CG0185.Superseded values are not recommended for survey control.
 CG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0185.See file dsdata.txt to determine how the superseded data were derived.
 CG0185
 CG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV904721(NAD 83)
 CG0185_MARKER: DB = BENCH MARK DISK
 CG0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0185_STAMPING: V 80 1934
 CG0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0185+STABILITY: SURFACE MOTION
 CG0185
 CG0185  HISTORY     - Date     Condition        Report By
 CG0185  HISTORY     - 1934     MONUMENTED       CGS
 CG0185  HISTORY     - 1957     GOOD             DOD
 CG0185
 CG0185                          STATION DESCRIPTION
 CG0185
 CG0185'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 CG0185'5.4 MI SE FROM HEREFORD.
 CG0185'5.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0185'STATION AT HEREFORD, COCHISE COUNTY, 8 POLES EAST OF MILEPOST 1074, AT
 CG0185'A ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 35 FEET
 CG0185'NORTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET EAST OF THE WIRE
 CG0185'FENCE.  A STANDARD DISK, STAMPED V 80 1934 AND SET IN THE TOP OF A
 CG0185'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0102 ***********************************************************************
 CF0102  DESIGNATION -  V 81
 CF0102  PID         -  CF0102
 CF0102  STATE/COUNTY-  AZ/COCHISE
 CF0102  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0102
 CF0102                         *CURRENT SURVEY CONTROL
 CF0102  ___________________________________________________________________
 CF0102* NAD 83(1986)-  31 27 19.     (N)    109 27 41.     (W)     SCALED    
 CF0102* NAVD 88     -      1358.59   (+/-2cm)    4457.3    (feet)  VERTCON   
 CF0102  ___________________________________________________________________
 CF0102  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CF0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0102
 CF0102.The horizontal coordinates were scaled from a topographic map and have
 CF0102.an estimated accuracy of +/- 6 seconds.
 CF0102
 CF0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0102.The vertical order pertains to the NGVD 29 superseded value.
 CF0102
 CF0102.The geoid height was determined by GEOID03.
 CF0102
 CF0102;                    North         East    Units  Estimated Accuracy
 CF0102;SPC AZ E     -    50,690.      280,390.      MT  (+/- 180 meters Scaled)
 CF0102
 CF0102                          SUPERSEDED SURVEY CONTROL
 CF0102
 CF0102  NGVD 29 (??/??/92) 1357.715  (m)         4454.44   (f) ADJ UNCH    2 0
 CF0102
 CF0102.Superseded values are not recommended for survey control.
 CF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0102.See file dsdata.txt to determine how the superseded data were derived.
 CF0102
 CF0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV461810(NAD 83)
 CF0102_MARKER: DB = BENCH MARK DISK
 CF0102_SETTING: 66 = SET IN ROCK OUTCROP
 CF0102_SP_SET: ROCK OUTCROP
 CF0102_STAMPING: V-81 1934
 CF0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0102+STABILITY: POSITION/ELEVATION WELL
 CF0102
 CF0102  HISTORY     - Date     Condition        Report By
 CF0102  HISTORY     - 1934     MONUMENTED       CGS
 CF0102  HISTORY     - 1935     GOOD             NGS
 CF0102  HISTORY     - 1980     GOOD             USGS
 CF0102
 CF0102                          STATION DESCRIPTION
 CF0102
 CF0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0102'9.9 MI NE FROM DOUGLAS.
 CF0102'9.9 MI NE. OF DEPOT ALONG THE S.P.R.R., 3 1/4 POLES S.W. OF MI. POST
 CF0102'NO. 1117, 50 FT. N.W. OF OF THE TELEPHONE LINE, 40 FT. S.E. OF THE
 CF0102'CENTER LINE OF TRACK, AND SET IN THE TOP OF A ROCK OUTCROP ABOUT 4 FT.
 CF0102'ABOVE THE SURFACE OF THE TRACK.
 CF0102
 CF0102                          STATION RECOVERY (1980)
 CF0102
 CF0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0102'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0102'HWY 80 5.8 MI, THEN BY FOOT APPROX. 500 FT. TO OLD RR GRADE, FROM OLD
 CF0102'RR GRADE AT DRAIN GO 167 FT. SW ALONG RR GRADE AND 43 FT. SE OF RR
 CF0102'GRADE TO BM. STANDARD TABLET SET IN ROCK OUTCROP STAMPED V 81 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1008 ***********************************************************************
 CZ1008  DESIGNATION -  V 82
 CZ1008  PID         -  CZ1008
 CZ1008  STATE/COUNTY-  AZ/PINAL
 CZ1008  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1008
 CZ1008                         *CURRENT SURVEY CONTROL
 CZ1008  ___________________________________________________________________
 CZ1008* NAD 83(1986)-  32 52 32.     (N)    111 45 16.     (W)     SCALED    
 CZ1008* NAVD 88     -       426.779  (meters)    1400.19   (feet)  READJUSTED
 CZ1008  ___________________________________________________________________
 CZ1008  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CZ1008  DYNAMIC HT  -         426.260 (meters)    1398.49  (feet)  COMP
 CZ1008  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 CZ1008
 CZ1008  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 CZ1008
 CZ1008.The horizontal coordinates were scaled from a topographic map and have
 CZ1008.an estimated accuracy of +/- 6 seconds.
 CZ1008
 CZ1008.The orthometric height was determined by differential leveling
 CZ1008.and adjusted in April 1999.
 CZ1008.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 CZ1008.mark was located on a no-check spur therefore a value was not computed.
 CZ1008.The height was derived from older observations constrained to new
 CZ1008.heights in a crustal motion area.  The height is approximate in
 CZ1008.relation to other heights in its vicinity.
 CZ1008.No vertical observational check was made to the station.
 CZ1008
 CZ1008.The geoid height was determined by GEOID03.
 CZ1008
 CZ1008.The dynamic height is computed by dividing the NAVD 88
 CZ1008.geopotential number by the normal gravity value computed on the
 CZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1008.degrees latitude (g = 980.6199 gals.).
 CZ1008
 CZ1008.The modeled gravity was interpolated from observed gravity values.
 CZ1008
 CZ1008;                    North         East    Units  Estimated Accuracy
 CZ1008;SPC AZ C     -   207,960.      228,540.      MT  (+/- 180 meters Scaled)
 CZ1008
 CZ1008                          SUPERSEDED SURVEY CONTROL
 CZ1008
 CZ1008  NAVD 88 (06/15/91)  426.776  (m)         1400.18   (f) UNKNOWN     1 2
 CZ1008  NGVD 29 (??/??/92)  426.181  (m)         1398.23   (f) ADJ UNCH    1 2
 CZ1008
 CZ1008.Superseded values are not recommended for survey control.
 CZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1008.See file dsdata.txt to determine how the superseded data were derived.
 CZ1008
 CZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB294377(NAD 83)
 CZ1008_MARKER: DB = BENCH MARK DISK
 CZ1008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ1008_SP_SET: FOUNDATION
 CZ1008_STAMPING: V 82 1935
 CZ1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1008
 CZ1008  HISTORY     - Date     Condition        Report By
 CZ1008  HISTORY     - 1935     MONUMENTED       CGS
 CZ1008  HISTORY     - 1967     GOOD             NGS
 CZ1008  HISTORY     - 1970     GOOD             NGS
 CZ1008  HISTORY     - 1980     GOOD             NGS
 CZ1008  HISTORY     - 1980     GOOD             NGS
 CZ1008  HISTORY     - 1984     MARK NOT FOUND   NGS
 CZ1008  HISTORY     - 20071003 MARK NOT FOUND   GEOCAC
 CZ1008
 CZ1008                          STATION DESCRIPTION
 CZ1008
 CZ1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1008'0.1 MI SE FROM CASA GRANDE.
 CZ1008'ABOUT 0.1 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1008'STATION AT CASA GRANDE, IN S 29, T 6 S, R 6 E, 94 FEET SOUTH OF THE
 CZ1008'CENTER OF THE INTERSECTON OF EAST MAIN STREET AND NORTH FLORENCE
 CZ1008'STREET, 55 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET
 CZ1008'IN THE TOP OF THE WEST CORNER OF THE MORE NORTHWESTERLY OF THE 2
 CZ1008'SOUTHWESTERLY ABANDONED CONCRETE FOUNDATION BLOCKS FOR AN OLD WATER
 CZ1008'TOWER, 71 FEET SOUTHWEST OF THE CENTER LINE OF EAST MAIN STREET, 72
 CZ1008'FEET SOUTHEAST OF THE CENTER LINE OF NORTH FLORENCE STREET, 9 FEET
 CZ1008'SOUTH OF BENCH MARK C 278, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 CZ1008'TRACKS.
 CZ1008
 CZ1008                          STATION RECOVERY (1970)
 CZ1008
 CZ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CZ1008'RECOVERED IN GOOD CONDITION.
 CZ1008
 CZ1008                          STATION RECOVERY (1980)
 CZ1008
 CZ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1008'RECOVERED IN GOOD CONDITION.
 CZ1008
 CZ1008                          STATION RECOVERY (1980)
 CZ1008
 CZ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1008'RECOVERED IN GOOD CONDITION.
 CZ1008
 CZ1008                          STATION RECOVERY (1984)
 CZ1008
 CZ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1008'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK HAS
 CZ1008'BEEN DESTROYED.
 CZ1008
 CZ1008                          STATION RECOVERY (2007)
 CZ1008
 CZ1008'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1008'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CZ1008'MARK.
 CZ1008'NO FOUNDATION BLOCKS WERE FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0647 ***********************************************************************
 DA0647  DESIGNATION -  V 83
 DA0647  PID         -  DA0647
 DA0647  STATE/COUNTY-  AZ/MARICOPA
 DA0647  USGS QUAD   -  BOSQUE (1973)
 DA0647
 DA0647                         *CURRENT SURVEY CONTROL
 DA0647  ___________________________________________________________________
 DA0647* NAD 83(1986)-  32 54 00.     (N)    112 30 57.     (W)     SCALED    
 DA0647* NAVD 88     -       404.48   (+/-2cm)    1327.0    (feet)  VERTCON   
 DA0647  ___________________________________________________________________
 DA0647  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DA0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0647
 DA0647.The horizontal coordinates were scaled from a topographic map and have
 DA0647.an estimated accuracy of +/- 6 seconds.
 DA0647
 DA0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0647.The vertical order pertains to the NGVD 29 superseded value.
 DA0647
 DA0647.The geoid height was determined by GEOID03.
 DA0647
 DA0647;                    North         East    Units  Estimated Accuracy
 DA0647;SPC AZ C     -   210,820.      157,310.      MT  (+/- 180 meters Scaled)
 DA0647
 DA0647                          SUPERSEDED SURVEY CONTROL
 DA0647
 DA0647  NGVD 29 (??/??/92)  403.836  (m)         1324.92   (f) ADJ UNCH    2 0
 DA0647
 DA0647.Superseded values are not recommended for survey control.
 DA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0647.See file dsdata.txt to determine how the superseded data were derived.
 DA0647
 DA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB582412(NAD 83)
 DA0647_MARKER: DB = BENCH MARK DISK
 DA0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0647_STAMPING: V 83 1935
 DA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0647+STABILITY: SURFACE MOTION
 DA0647
 DA0647  HISTORY     - Date     Condition        Report By
 DA0647  HISTORY     - 1935     MONUMENTED       CGS
 DA0647  HISTORY     - 1960     GOOD             NGS
 DA0647
 DA0647                          STATION DESCRIPTION
 DA0647
 DA0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0647'11.2 MI E FROM GILA BEND.
 DA0647'11.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0647'HIGHWAY 80 AT THE RAILROAD OVERPASS AT THE EAST SIDE OF GILA BEND,
 DA0647'0.25 MILE EAST OF MILE POST 132, ALONG THE EDGE OF A BARROW PIT ON THE
 DA0647'NORTH SIDE OF A SECTION OF THE OLD HIGHWAY, 180 FEET SOUTH OF THE
 DA0647'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 90 FEET SOUTH OF THE SOUTH
 DA0647'RIGHT-OF-WAY FENCE, 90 FEET WEST OF A STEEL POST, 1 FOOT NORTH OF A
 DA0647'STEEL POST, SET IN A SQUARE CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0863 ***********************************************************************
 CZ0863  DESIGNATION -  V 84
 CZ0863  PID         -  CZ0863
 CZ0863  STATE/COUNTY-  AZ/PINAL
 CZ0863  USGS QUAD   -  SANTA ROSA MOUNTAINS NW (1989)
 CZ0863
 CZ0863                         *CURRENT SURVEY CONTROL
 CZ0863  ___________________________________________________________________
 CZ0863* NAD 83(1986)-  32 27 53.     (N)    111 59 49.     (W)     SCALED    
 CZ0863* NAVD 88     -       496.64   (+/-2cm)    1629.4    (feet)  VERTCON   
 CZ0863  ___________________________________________________________________
 CZ0863  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 CZ0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0863
 CZ0863.The horizontal coordinates were scaled from a topographic map and have
 CZ0863.an estimated accuracy of +/- 6 seconds.
 CZ0863
 CZ0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0863.The vertical order pertains to the NGVD 29 superseded value.
 CZ0863
 CZ0863.The geoid height was determined by GEOID03.
 CZ0863
 CZ0863;                    North         East    Units  Estimated Accuracy
 CZ0863;SPC AZ C     -   162,400.      205,810.      MT  (+/- 180 meters Scaled)
 CZ0863
 CZ0863                          SUPERSEDED SURVEY CONTROL
 CZ0863
 CZ0863  NGVD 29 (??/??/92)  496.021  (m)         1627.36   (f) ADJ UNCH    2 0
 CZ0863
 CZ0863.Superseded values are not recommended for survey control.
 CZ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0863.See file dsdata.txt to determine how the superseded data were derived.
 CZ0863
 CZ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA063923(NAD 83)
 CZ0863_MARKER: DB = BENCH MARK DISK
 CZ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0863_STAMPING: V 84 1935
 CZ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0863+STABILITY: SURFACE MOTION
 CZ0863
 CZ0863  HISTORY     - Date     Condition        Report By
 CZ0863  HISTORY     - 1935     MONUMENTED       CGS
 CZ0863
 CZ0863                          STATION DESCRIPTION
 CZ0863
 CZ0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0863'4.0 MI S FROM GU KOMELIK.
 CZ0863'IN PIMA COUNTY, 4.0 MILES SOUTH ALONG THE CASA GRANDE-COVERED WELLS
 CZ0863'ROAD FROM THE WINDMILL AT GU KOMELIK, PINAL COUNTY, 100 YARDS
 CZ0863'SOUTHWEST OF A DRY WASH, AND 47 FEET WEST OF THE CENTERLINE OF THE
 CZ0863'ROAD.  A STANDARD DISK, STAMPED V 84 1935 AND SET IN THE TOP OF A
 CZ0863'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1217 ***********************************************************************
 CZ1217  DESIGNATION -  V 85
 CZ1217  PID         -  CZ1217
 CZ1217  STATE/COUNTY-  AZ/PINAL
 CZ1217  USGS QUAD   -  CHUICHU (1992)
 CZ1217
 CZ1217                         *CURRENT SURVEY CONTROL
 CZ1217  ___________________________________________________________________
 CZ1217* NAD 83(1986)-  32 46 12.     (N)    111 52 26.     (W)     SCALED    
 CZ1217* NAVD 88     -       424.25   (+/-2cm)    1391.9    (feet)  VERTCON   
 CZ1217  ___________________________________________________________________
 CZ1217  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ1217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1217
 CZ1217.The horizontal coordinates were scaled from a topographic map and have
 CZ1217.an estimated accuracy of +/- 6 seconds.
 CZ1217
 CZ1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1217.The vertical order pertains to the NGVD 29 superseded value.
 CZ1217
 CZ1217.The geoid height was determined by GEOID03.
 CZ1217
 CZ1217;                    North         East    Units  Estimated Accuracy
 CZ1217;SPC AZ C     -   196,250.      217,370.      MT  (+/- 180 meters Scaled)
 CZ1217
 CZ1217                          SUPERSEDED SURVEY CONTROL
 CZ1217
 CZ1217  NGVD 29 (??/??/92)  423.650  (m)         1389.92   (f) ADJ UNCH    2 0
 CZ1217
 CZ1217.Superseded values are not recommended for survey control.
 CZ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1217.See file dsdata.txt to determine how the superseded data were derived.
 CZ1217
 CZ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB181261(NAD 83)
 CZ1217_MARKER: DB = BENCH MARK DISK
 CZ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1217_STAMPING: V 85 1935
 CZ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1217+STABILITY: SURFACE MOTION
 CZ1217
 CZ1217  HISTORY     - Date     Condition        Report By
 CZ1217  HISTORY     - 1935     MONUMENTED       CGS
 CZ1217  HISTORY     - 1952     GOOD             NGS
 CZ1217
 CZ1217                          STATION DESCRIPTION
 CZ1217
 CZ1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1217'5.4 MI N FROM COCKLEBUR.
 CZ1217'5.4 MILES NORTH ALONG A TRACT ROAD FROM A WATER WELL AT COCKLEBUR, 0.3
 CZ1217'NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE LINE, ON A MESQUITE
 CZ1217'COVERED FLAT, 26.5 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.5
 CZ1217'FEET SOUTHWEST OF THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1217'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0069 ***********************************************************************
 DA0069  DESIGNATION -  V 86
 DA0069  PID         -  DA0069
 DA0069  STATE/COUNTY-  AZ/MARICOPA
 DA0069  USGS QUAD   -  BIG HORN (1979)
 DA0069
 DA0069                         *CURRENT SURVEY CONTROL
 DA0069  ___________________________________________________________________
 DA0069* NAD 83(1986)-  32 45 13.     (N)    112 27 06.     (W)     SCALED    
 DA0069* NAVD 88     -       704.56   (+/-2cm)    2311.5    (feet)  VERTCON   
 DA0069  ___________________________________________________________________
 DA0069  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DA0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0069
 DA0069.The horizontal coordinates were scaled from a topographic map and have
 DA0069.an estimated accuracy of +/- 6 seconds.
 DA0069
 DA0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0069.The vertical order pertains to the NGVD 29 superseded value.
 DA0069
 DA0069.The geoid height was determined by GEOID03.
 DA0069
 DA0069;                    North         East    Units  Estimated Accuracy
 DA0069;SPC AZ C     -   194,560.      163,230.      MT  (+/- 180 meters Scaled)
 DA0069
 DA0069                          SUPERSEDED SURVEY CONTROL
 DA0069
 DA0069  NGVD 29 (??/??/92)  703.847  (m)         2309.20   (f) ADJ UNCH    2 0
 DA0069
 DA0069.Superseded values are not recommended for survey control.
 DA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0069.See file dsdata.txt to determine how the superseded data were derived.
 DA0069
 DA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB640249(NAD 83)
 DA0069_MARKER: DB = BENCH MARK DISK
 DA0069_SETTING: 80 = SET IN A BOULDER
 DA0069_SP_SET: BOULDER
 DA0069_STAMPING: V 86 1935
 DA0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0069+STABILITY: SURFACE MOTION
 DA0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0069+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0069
 DA0069  HISTORY     - Date     Condition        Report By
 DA0069  HISTORY     - 1935     MONUMENTED       CGS
 DA0069  HISTORY     - 1952     GOOD             NGS
 DA0069  HISTORY     - 20090206 GOOD             GEOCAC
 DA0069
 DA0069                          STATION DESCRIPTION
 DA0069
 DA0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0069'7.6 MI NW FROM STOUTS WELL.
 DA0069'7.6 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0069'0.1 MILE EAST OF THE LOADING PEN, AT A POINT WHERE THE ROAD LEAVES THE
 DA0069'WASH, IN THE TOP OF A LARGE EMBEDED BOULDER AT THE CENTER OF THE LARGE
 DA0069'WASH WHICH THE ROAD FOLLOWS, 42 FEET NORTHEAST OF THE CENTER LINE OF
 DA0069'THE POINT WHERE THE ROAD LEAVES THE WASH, 13 1/2 FEET NORTH OF THE
 DA0069'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 DA0069
 DA0069                          STATION RECOVERY (2009)
 DA0069
 DA0069'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0069'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0069'THE DESCRIPTION - THE BOULDER IS APPROXIMATELY 7 X 4.5 FEET, AND THE
 DA0069'POINT WHERE THE ROAD LEFT THE WASH IS NOW OVERGROWN AND UNUSED. THE
 DA0069'MARK IS LOCATED IN AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR).
 DA0069'VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT
 DA0069'IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON
 DA0069'EXITING THE AREA.
 DA0069'HANDHELD COORDINATES
 DA0069'32 45 14.3 (N)   112 27 05.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0136 ***********************************************************************
 DA0136  DESIGNATION -  V 87
 DA0136  PID         -  DA0136
 DA0136  STATE/COUNTY-  AZ/PINAL
 DA0136  USGS QUAD   -  HALEY HILLS (1981)
 DA0136
 DA0136                         *CURRENT SURVEY CONTROL
 DA0136  ___________________________________________________________________
 DA0136* NAD 83(1986)-  32 55 38.     (N)    112 07 40.     (W)     SCALED    
 DA0136* NAVD 88     -       418.85   (+/-2cm)    1374.2    (feet)  VERTCON   
 DA0136  ___________________________________________________________________
 DA0136  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0136
 DA0136.The horizontal coordinates were scaled from a topographic map and have
 DA0136.an estimated accuracy of +/- 6 seconds.
 DA0136
 DA0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0136.The vertical order pertains to the NGVD 29 superseded value.
 DA0136
 DA0136.The geoid height was determined by GEOID03.
 DA0136
 DA0136;                    North         East    Units  Estimated Accuracy
 DA0136;SPC AZ C     -   213,700.      193,620.      MT  (+/- 180 meters Scaled)
 DA0136
 DA0136                          SUPERSEDED SURVEY CONTROL
 DA0136
 DA0136  NGVD 29 (??/??/92)  418.254  (m)         1372.22   (f) ADJ UNCH    2 0
 DA0136
 DA0136.Superseded values are not recommended for survey control.
 DA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0136.See file dsdata.txt to determine how the superseded data were derived.
 DA0136
 DA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB945437(NAD 83)
 DA0136_MARKER: DB = BENCH MARK DISK
 DA0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0136_STAMPING: V 87 1935
 DA0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0136+STABILITY: SURFACE MOTION
 DA0136
 DA0136  HISTORY     - Date     Condition        Report By
 DA0136  HISTORY     - 1935     MONUMENTED       CGS
 DA0136  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0136  HISTORY     - 1977     GOOD             USGS
 DA0136
 DA0136                          STATION DESCRIPTION
 DA0136
 DA0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0136'14.7 MI NW FROM STANFIELD.
 DA0136'14.7 MILES NORTHWEST OF STANFIELD, PINAL COUNTY.  THIS BENCH MARK MAY
 DA0136'BE REACHED FROM THE POST OFFICE BY GOING 7.2 MILES WEST ALONG STATE
 DA0136'HIGHWAY 84, THENCE 7.5 MILES NORTH ALONG THE HIDDEN VALLEY ROAD FROM
 DA0136'THE REMAINS OF THE ORANGE VALLEY SERVICE STATION.  IT IS ON A FLAT
 DA0136'COVERED WITH GREASEWOOD, AND 28 FEET SOUTH OF THE CENTERLINE OF THE
 DA0136'ROAD.  A STANDARD DISK, STAMPED V 87 1935 AND SET IN THE TOP OF A
 DA0136'CONCRETE POST.  NOTE-- THERE IS A LARGE DRAIN IN AREA MARK SHOULD BE
 DA0136'FOUND.
 DA0136
 DA0136                          STATION RECOVERY (1963)
 DA0136
 DA0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0136'MARK NOT FOUND.
 DA0136
 DA0136                          STATION RECOVERY (1977)
 DA0136
 DA0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DA0136'MARICOPA POST OFFICE, 0.1 MI N. OF, ALONG PAVED RD., THENCE 6.4 MI W.
 DA0136'ALONG SOUTHERN PACIFIC RR., THENCE 7.7 MI S. AND 1.0 MI E. ALONG
 DA0136'BLADED RD., THENCE 3.1 MI S. ALONG PAVED AND BLADED RD., THENCE 0.4
 DA0136'MI E. ALONG A BLADED RD. 7.65 MI SW. OF STANFIELD POST OFFICE, ALONG
 DA0136'HWY. 84, THENCE 5.0 MI N. AND 2.6 MI W. ALONG BLADED RD. 60 FT E. OF
 DA0136'POWERPOLE, IN LINE WITH EAST-WEST ROW OF POWER POLES, 32 FT S. OF AND
 DA0136'ABOUT 4.5 FT HIGHER THAN CENTERLINE OF RD. SET IN TOP OF CONCRETE
 DA0136'POST THAT PROJECTS 0.3 FT. NGS BRASS DISK STAMPED V 87 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0404 ***********************************************************************
 CZ0404  DESIGNATION -  V 89
 CZ0404  PID         -  CZ0404
 CZ0404  STATE/COUNTY-  AZ/PINAL
 CZ0404  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0404
 CZ0404                         *CURRENT SURVEY CONTROL
 CZ0404  ___________________________________________________________________
 CZ0404* NAD 83(1986)-  32 30 54.     (N)    111 28 17.     (W)     SCALED    
 CZ0404* NAVD 88     -       592.09   (+/-2cm)    1942.5    (feet)  VERTCON   
 CZ0404  ___________________________________________________________________
 CZ0404  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0404
 CZ0404.The horizontal coordinates were scaled from a topographic map and have
 CZ0404.an estimated accuracy of +/- 6 seconds.
 CZ0404
 CZ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0404.The vertical order pertains to the NGVD 29 superseded value.
 CZ0404
 CZ0404.The geoid height was determined by GEOID03.
 CZ0404
 CZ0404;                    North         East    Units  Estimated Accuracy
 CZ0404;SPC AZ C     -   168,060.      255,200.      MT  (+/- 180 meters Scaled)
 CZ0404
 CZ0404                          SUPERSEDED SURVEY CONTROL
 CZ0404
 CZ0404  NGVD 29 (??/??/92)  591.570  (m)         1940.84   (f) ADJ UNCH    2 0
 CZ0404
 CZ0404.Superseded values are not recommended for survey control.
 CZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0404.See file dsdata.txt to determine how the superseded data were derived.
 CZ0404
 CZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA557976(NAD 83)
 CZ0404_MARKER: DB = BENCH MARK DISK
 CZ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0404_STAMPING: V 89 1935
 CZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0404+STABILITY: SURFACE MOTION
 CZ0404
 CZ0404  HISTORY     - Date     Condition        Report By
 CZ0404  HISTORY     - 1935     MONUMENTED       CGS
 CZ0404  HISTORY     - 1951     GOOD             NGS
 CZ0404  HISTORY     - 1977     GOOD             USGS
 CZ0404
 CZ0404                          STATION DESCRIPTION
 CZ0404
 CZ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0404'9.9 MI W FROM RED ROCK.
 CZ0404'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0404'RAILROAD STATION AT RED ROCK, THENCE 9.7 MILE WEST AND THEN SOUTHWEST
 CZ0404'ALONG A GRADED ROAD, AT A Y JUNCTION OF THE OLD ROAD LEADING
 CZ0404'NORTHEAST, 142 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 CZ0404'19 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 1.9 FEET
 CZ0404'SOUTHEAST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CZ0404'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0404
 CZ0404                          STATION RECOVERY (1977)
 CZ0404
 CZ0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0404'0.2 MI SE. ALONG OLD STATE HWY. (FRONTAGE RD.) FROM FORMER SPRR
 CZ0404'STATION AT RED ROCK, THENCE 9.6 MI SW. ALONG SASCO RD. AT JCT. OF OLD
 CZ0404'RD. NE., 0.1 MI E. OF WASH. 142 FT NW. OF CENTERLINE OF RD., 19 FT
 CZ0404'NW. OF OLD RD., 1.9 FT SE. OF WITNESS POST, ABOUT LEVEL WITH RD. IN
 CZ0404'CONCRETE POST PROJECTING 0.3 FT. NGS DISK STAMPED V 89 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1055 ***********************************************************************
 DV1055  DESIGNATION -  V 9
 DV1055  PID         -  DV1055
 DV1055  STATE/COUNTY-  AZ/MARICOPA
 DV1055  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 DV1055
 DV1055                         *CURRENT SURVEY CONTROL
 DV1055  ___________________________________________________________________
 DV1055* NAD 83(1986)-  33 04 36.     (N)    113 13 11.     (W)     SCALED    
 DV1055* NAVD 88     -       184.74   (+/-2cm)     606.1    (feet)  VERTCON   
 DV1055  ___________________________________________________________________
 DV1055  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DV1055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1055
 DV1055.The horizontal coordinates were scaled from a topographic map and have
 DV1055.an estimated accuracy of +/- 6 seconds.
 DV1055
 DV1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1055.The vertical order pertains to the NGVD 29 superseded value.
 DV1055
 DV1055.The geoid height was determined by GEOID03.
 DV1055
 DV1055;                    North         East    Units  Estimated Accuracy
 DV1055;SPC AZ C     -   231,010.       91,700.      MT  (+/- 180 meters Scaled)
 DV1055
 DV1055                          SUPERSEDED SURVEY CONTROL
 DV1055
 DV1055  NGVD 29 (??/??/92)  184.142  (m)          604.14   (f) ADJ UNCH    1 2
 DV1055
 DV1055.Superseded values are not recommended for survey control.
 DV1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1055.See file dsdata.txt to determine how the superseded data were derived.
 DV1055
 DV1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB928619(NAD 83)
 DV1055_MARKER: DB = BENCH MARK DISK
 DV1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1055_STAMPING: 604.139 V 9 1927
 DV1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1055+STABILITY: SURFACE MOTION
 DV1055
 DV1055  HISTORY     - Date     Condition        Report By
 DV1055  HISTORY     - 1927     MONUMENTED       USGS
 DV1055  HISTORY     - 1941     POOR             NGS
 DV1055  HISTORY     - 1980     POOR             USGS
 DV1055
 DV1055                          STATION DESCRIPTION
 DV1055
 DV1055'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 DV1055'8.8 MI E FROM AGUA.
 DV1055'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 150 FEET SOUTH OF THE
 DV1055'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1055'LINE.  4 TELEPHONE POLES EAST OF MILEPOST 831.  740 FEET EAST OF WATER
 DV1055'TANK AT SECTION HOUSES.  100 FEET WEST OF SIGNBOARD MONTEZUMA. 160
 DV1055'FEET EAST OF CONCRETE TELEPHONE BOOTH.  MARK IS 1 FOOT ABOVE THE
 DV1055'GROUND LEVEL, AND 2 1/2 FT. BELOW TRACK LEVEL.  MARK IS ON THE S.P.RR.
 DV1055'WELLTON-HASSAYAMPA-PHOENIX LINE.
 DV1055
 DV1055                          STATION RECOVERY (1941)
 DV1055
 DV1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DV1055'MARK RECOVERED IN POOR CONDITION.
 DV1055
 DV1055                          STATION RECOVERY (1980)
 DV1055
 DV1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DV1055'THE MARK HAS BEEN HIT BY A ROAD MACHINE AND IS LEANING OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0913 ***********************************************************************
 CZ0913  DESIGNATION -  V 90
 CZ0913  PID         -  CZ0913
 CZ0913  STATE/COUNTY-  AZ/PIMA
 CZ0913  USGS QUAD   -  GAP TANK (1989)
 CZ0913
 CZ0913                         *CURRENT SURVEY CONTROL
 CZ0913  ___________________________________________________________________
 CZ0913* NAD 83(1986)-  32 23 43.     (N)    111 37 59.     (W)     SCALED    
 CZ0913* NAVD 88     -       618.50   (+/-2cm)    2029.2    (feet)  VERTCON   
 CZ0913  ___________________________________________________________________
 CZ0913  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0913
 CZ0913.The horizontal coordinates were scaled from a topographic map and have
 CZ0913.an estimated accuracy of +/- 6 seconds.
 CZ0913
 CZ0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0913.The vertical order pertains to the NGVD 29 superseded value.
 CZ0913
 CZ0913.The geoid height was determined by GEOID03.
 CZ0913
 CZ0913;                    North         East    Units  Estimated Accuracy
 CZ0913;SPC AZ C     -   154,730.      240,040.      MT  (+/- 180 meters Scaled)
 CZ0913
 CZ0913                          SUPERSEDED SURVEY CONTROL
 CZ0913
 CZ0913  NGVD 29 (??/??/92)  617.930  (m)         2027.33   (f) ADJ UNCH    2 0
 CZ0913
 CZ0913.Superseded values are not recommended for survey control.
 CZ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0913.See file dsdata.txt to determine how the superseded data were derived.
 CZ0913
 CZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA404844(NAD 83)
 CZ0913_MARKER: DB = BENCH MARK DISK
 CZ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0913_STAMPING: V 90 1935
 CZ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0913+STABILITY: SURFACE MOTION
 CZ0913
 CZ0913  HISTORY     - Date     Condition        Report By
 CZ0913  HISTORY     - 1935     MONUMENTED       CGS
 CZ0913  HISTORY     - 1952     GOOD             NGS
 CZ0913
 CZ0913                          STATION DESCRIPTION
 CZ0913
 CZ0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0913'5.45 MI SW FROM SILVER BELL CEMETERY.
 CZ0913'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0913'THENCE 2.75 MILES SOUTHWEST ALONG A DIM TRACK ROAD, ON A SLIGHT GRAVEL
 CZ0913'COVERED RIDGE, BETWEEN TWO SMALL WASHES, 55 FEET SOUTH OF A PALO VERDE
 CZ0913'TREE, 17 FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE
 CZ0913'ROAD, 1.5 FOOT SOUTHWEST OF THE WITNESS POST, AND SET IN A CONCRETE
 CZ0913'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0407 ***********************************************************************
 CZ0407  DESIGNATION -  V 91
 CZ0407  PID         -  CZ0407
 CZ0407  STATE/COUNTY-  AZ/PINAL
 CZ0407  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0407
 CZ0407                         *CURRENT SURVEY CONTROL
 CZ0407  ___________________________________________________________________
 CZ0407* NAD 83(1986)-  32 33 46.     (N)    111 29 08.     (W)     SCALED    
 CZ0407* NAVD 88     -       529.16   (+/-2cm)    1736.1    (feet)  VERTCON   
 CZ0407  ___________________________________________________________________
 CZ0407  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0407
 CZ0407.The horizontal coordinates were scaled from a topographic map and have
 CZ0407.an estimated accuracy of +/- 6 seconds.
 CZ0407
 CZ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0407.The vertical order pertains to the NGVD 29 superseded value.
 CZ0407
 CZ0407.The geoid height was determined by GEOID03.
 CZ0407
 CZ0407;                    North         East    Units  Estimated Accuracy
 CZ0407;SPC AZ C     -   173,350.      253,840.      MT  (+/- 180 meters Scaled)
 CZ0407
 CZ0407                          SUPERSEDED SURVEY CONTROL
 CZ0407
 CZ0407  NGVD 29 (??/??/92)  528.655  (m)         1734.43   (f) ADJ UNCH    2 0
 CZ0407
 CZ0407.Superseded values are not recommended for survey control.
 CZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0407.See file dsdata.txt to determine how the superseded data were derived.
 CZ0407
 CZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB544029(NAD 83)
 CZ0407_MARKER: DB = BENCH MARK DISK
 CZ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0407_STAMPING: V 91 1955
 CZ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0407+STABILITY: SURFACE MOTION
 CZ0407
 CZ0407  HISTORY     - Date     Condition        Report By
 CZ0407  HISTORY     - 1935     MONUMENTED       CGS
 CZ0407  HISTORY     - 1951     GOOD             NGS
 CZ0407  HISTORY     - 1977     GOOD             USGS
 CZ0407
 CZ0407                          STATION DESCRIPTION
 CZ0407
 CZ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0407'11.1 MI W FROM RED ROCK.
 CZ0407'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0407'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ0407'GRADED ROAD, THENCE 4.5 MILES NOTHEWEST ALONG A GRADED ROAD, ABOUT 100
 CZ0407'YARDS SOUTHEAST ALONG A ROAD FROM A RESERVOIR, AND ABOUT 100 YARDS
 CZ0407'NORTH OF THE NORTH BASE OF A MOUNTAIN, 12 1/2 FEET SOUTH OF THE CENTER
 CZ0407'LINE OF THE ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT
 CZ0407'HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
 CZ0407
 CZ0407                          STATION RECOVERY (1977)
 CZ0407
 CZ0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0407'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD) FROM FORMER SPRR
 CZ0407'STATION AT RED ROCK, THENCE 6.5 MI SW. ALONG SASCO RD., THENCE 3.0 MI
 CZ0407'NW., THENCE 0.1 MI W., THENCE 300 FT SW., THENCE 1.0 MI NW. ABOUT 100
 CZ0407'YD SE. ALONG RD. FROM RESERVOIR, AT NORTH BASE OF MOUNTAIN. 12.5 FT
 CZ0407'S. OF CENTERLINE OF RD., 2.4 FT N. OF WITNESS POST, ABOUT 1 FT HIGHER
 CZ0407'THAN RD. IN TOP OF CONCRETE POST PROJECTING 0.6 FT. NGS DISK STAMPED
 CZ0407'V91 1935 RM NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0307 ***********************************************************************
 DT0307  DESIGNATION -  V 92
 DT0307  PID         -  DT0307
 DT0307  STATE/COUNTY-  AZ/APACHE
 DT0307  USGS QUAD   -  NUTRIOSO (1991)
 DT0307
 DT0307                         *CURRENT SURVEY CONTROL
 DT0307  ___________________________________________________________________
 DT0307* NAD 83(1986)-  33 59 49.     (N)    109 07 44.     (W)     SCALED    
 DT0307* NAVD 88     -      2537.280  (meters)    8324.39   (feet)  ADJUSTED  
 DT0307  ___________________________________________________________________
 DT0307  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DT0307  DYNAMIC HT  -        2533.130 (meters)    8310.78  (feet)  COMP
 DT0307  MODELED GRAV-     978,908.3   (mgal)                       NAVD 88
 DT0307
 DT0307  VERT ORDER  -  SECOND    CLASS 0
 DT0307
 DT0307.The horizontal coordinates were scaled from a topographic map and have
 DT0307.an estimated accuracy of +/- 6 seconds.
 DT0307
 DT0307.The orthometric height was determined by differential leveling
 DT0307.and adjusted in June 1991.
 DT0307
 DT0307.The geoid height was determined by GEOID03.
 DT0307
 DT0307.The dynamic height is computed by dividing the NAVD 88
 DT0307.geopotential number by the normal gravity value computed on the
 DT0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0307.degrees latitude (g = 980.6199 gals.).
 DT0307
 DT0307.The modeled gravity was interpolated from observed gravity values.
 DT0307
 DT0307;                    North         East    Units  Estimated Accuracy
 DT0307;SPC AZ E     -   332,800.      309,230.      MT  (+/- 180 meters Scaled)
 DT0307
 DT0307                          SUPERSEDED SURVEY CONTROL
 DT0307
 DT0307  NGVD 29 (??/??/92) 2536.171  (m)         8320.75   (f) ADJ UNCH    2 0
 DT0307
 DT0307.Superseded values are not recommended for survey control.
 DT0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0307.See file dsdata.txt to determine how the superseded data were derived.
 DT0307
 DT0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC728633(NAD 83)
 DT0307_MARKER: DB = BENCH MARK DISK
 DT0307_SETTING: 66 = SET IN ROCK OUTCROP
 DT0307_SP_SET: LARGE ROCK
 DT0307_STAMPING: V 92 1935
 DT0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0307+STABILITY: POSITION/ELEVATION WELL
 DT0307
 DT0307  HISTORY     - Date     Condition        Report By
 DT0307  HISTORY     - 1935     MONUMENTED       CGS
 DT0307  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0307
 DT0307                          STATION DESCRIPTION
 DT0307
 DT0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0307'11.2 MI NE FROM NUTRIOSO.
 DT0307'11.2 MI. N AND E ALONG ST HWY. NO. 81 AND STONE CREEK ROAD.  ON E EDGE
 DT0307'OF MESA, 100 FT. SW OF SUMMIT OF HILL, WHERE ROAD COMES OUT OF CREEK,
 DT0307'250 YDS. E OF POLE CORRALS AND 30 FT. W OF CENTERLINE OF ROAD.
 DT0307
 DT0307                          STATION RECOVERY (1958)
 DT0307
 DT0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0679 ***********************************************************************
 CZ0679  DESIGNATION -  V 93
 CZ0679  PID         -  CZ0679
 CZ0679  STATE/COUNTY-  AZ/PIMA
 CZ0679  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0679
 CZ0679                         *CURRENT SURVEY CONTROL
 CZ0679  ___________________________________________________________________
 CZ0679* NAD 83(1986)-  32 16 21.     (N)    111 25 20.     (W)     SCALED    
 CZ0679* NAVD 88     -       712.50   (+/-2cm)    2337.6    (feet)  VERTCON   
 CZ0679  ___________________________________________________________________
 CZ0679  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CZ0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0679
 CZ0679.The horizontal coordinates were scaled from a topographic map and have
 CZ0679.an estimated accuracy of +/- 6 seconds.
 CZ0679
 CZ0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0679.The vertical order pertains to the NGVD 29 superseded value.
 CZ0679
 CZ0679.The geoid height was determined by GEOID03.
 CZ0679
 CZ0679;                    North         East    Units  Estimated Accuracy
 CZ0679;SPC AZ C     -   141,190.      259,940.      MT  (+/- 180 meters Scaled)
 CZ0679
 CZ0679                          SUPERSEDED SURVEY CONTROL
 CZ0679
 CZ0679  NGVD 29 (??/??/92)  711.885  (m)         2335.58   (f) ADJ UNCH    2 0
 CZ0679
 CZ0679.Superseded values are not recommended for survey control.
 CZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0679.See file dsdata.txt to determine how the superseded data were derived.
 CZ0679
 CZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA602707(NAD 83)
 CZ0679_MARKER: DB = BENCH MARK DISK
 CZ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0679_STAMPING: V 93 1935
 CZ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0679+STABILITY: SURFACE MOTION
 CZ0679
 CZ0679  HISTORY     - Date     Condition        Report By
 CZ0679  HISTORY     - 1935     MONUMENTED       CGS
 CZ0679  HISTORY     - 1951     GOOD             NGS
 CZ0679
 CZ0679                          STATION DESCRIPTION
 CZ0679
 CZ0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0679'17.1 MI SE FROM SILVER BELL.
 CZ0679'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER BELL,
 CZ0679'THENCE 17 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.5 MILE NORTHWEST OF
 CZ0679'THE AQUA BLANCE RANCH, 0.4 MILE NORTHWEST OF A Y JUNCTION OF A DIRT
 CZ0679'ROAD LEADING NORTHEAST, 2.3 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CZ0679'2.3 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 CZ0679'ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0624 ***********************************************************************
 CZ0624  DESIGNATION -  V 94
 CZ0624  PID         -  CZ0624
 CZ0624  STATE/COUNTY-  AZ/PIMA
 CZ0624  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0624
 CZ0624                         *CURRENT SURVEY CONTROL
 CZ0624  ___________________________________________________________________
 CZ0624* NAD 83(1986)-  32 19 56.     (N)    111 28 24.     (W)     SCALED    
 CZ0624* NAVD 88     -       746.60   (+/-2cm)    2449.5    (feet)  VERTCON   
 CZ0624  ___________________________________________________________________
 CZ0624  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0624
 CZ0624.The horizontal coordinates were scaled from a topographic map and have
 CZ0624.an estimated accuracy of +/- 6 seconds.
 CZ0624
 CZ0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0624.The vertical order pertains to the NGVD 29 superseded value.
 CZ0624
 CZ0624.The geoid height was determined by GEOID03.
 CZ0624
 CZ0624;                    North         East    Units  Estimated Accuracy
 CZ0624;SPC AZ C     -   147,790.      255,100.      MT  (+/- 180 meters Scaled)
 CZ0624
 CZ0624                          SUPERSEDED SURVEY CONTROL
 CZ0624
 CZ0624  NGVD 29 (??/??/92)  745.992  (m)         2447.48   (f) ADJ UNCH    2 0
 CZ0624
 CZ0624.Superseded values are not recommended for survey control.
 CZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0624.See file dsdata.txt to determine how the superseded data were derived.
 CZ0624
 CZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA554773(NAD 83)
 CZ0624_MARKER: DB = BENCH MARK DISK
 CZ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0624_STAMPING: V 94 1935
 CZ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0624+STABILITY: SURFACE MOTION
 CZ0624
 CZ0624  HISTORY     - Date     Condition        Report By
 CZ0624  HISTORY     - 1935     MONUMENTED       CGS
 CZ0624  HISTORY     - 1951     GOOD             NGS
 CZ0624
 CZ0624                          STATION DESCRIPTION
 CZ0624
 CZ0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0624'12.2 MI SE FROM SILVER BELL.
 CZ0624'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER BELL,
 CZ0624'THENCE 10.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 2 MILES
 CZ0624'NORTHEAST ALONG A TRACK ROAD FROM THE RUINS OF ROMERO RANCH, 1 MILE
 CZ0624'SOUTHWEST OF AN ABANDONED ADOBE BUILDING, 0.1 MILE EAST OF A
 CZ0624'NORTH-SOUTH FENCE ALONG THE PAPAGO INDIAN RESERVATION BOUNDRY WITH A
 CZ0624'GATE ACROSS THE ROAD, 190 FEET NORTHEAST OF THE CENTER OF A Y JUNCTION
 CZ0624'OF A DIM TRACK ROAD LEADING NORTH, 25 1/2 FEET NORTH OF THE CENTER
 CZ0624'LINE OF THE MAIN ROAD, 2 FEET WEST OF A WITNESS POST, AND ABOUT 1 1/2
 CZ0624'FEET HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ0624'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0630 ***********************************************************************
 FR0630  DESIGNATION -  V 95
 FR0630  PID         -  FR0630
 FR0630  STATE/COUNTY-  AZ/MOHAVE
 FR0630  USGS QUAD   -  MUSIC MOUNTAINS NE (1968)
 FR0630
 FR0630                         *CURRENT SURVEY CONTROL
 FR0630  ___________________________________________________________________
 FR0630* NAD 83(1986)-  35 41 15.     (N)    113 47 25.     (W)     SCALED    
 FR0630* NAVD 88     -      1564.696  (meters)    5133.51   (feet)  POSTED    
 FR0630  ___________________________________________________________________
 FR0630  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FR0630  DYNAMIC HT  -        1562.780 (meters)    5127.22  (feet)  COMP
 FR0630  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 FR0630
 FR0630  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0630
 FR0630.The horizontal coordinates were scaled from a topographic map and have
 FR0630.an estimated accuracy of +/- 6 seconds.
 FR0630
 FR0630.The orthometric height was determined by differential leveling
 FR0630.and adjusted by the  in 1992.
 FR0630.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0630.rate of 0.0 thru 1.0 mm/km.
 FR0630
 FR0630.The geoid height was determined by GEOID03.
 FR0630
 FR0630.The dynamic height is computed by dividing the NAVD 88
 FR0630.geopotential number by the normal gravity value computed on the
 FR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0630.degrees latitude (g = 980.6199 gals.).
 FR0630
 FR0630.The modeled gravity was interpolated from observed gravity values.
 FR0630
 FR0630;                    North         East    Units  Estimated Accuracy
 FR0630;SPC AZ W     -   519,860.      209,710.      MT  (+/- 180 meters Scaled)
 FR0630
 FR0630                          SUPERSEDED SURVEY CONTROL
 FR0630
 FR0630  NGVD 29 (??/??/92) 1563.825  (m)         5130.65   (f) ADJ UNCH    2 0
 FR0630
 FR0630.Superseded values are not recommended for survey control.
 FR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0630.See file dsdata.txt to determine how the superseded data were derived.
 FR0630
 FR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE474528(NAD 83)
 FR0630_MARKER: DB = BENCH MARK DISK
 FR0630_SETTING: 0 = UNSPECIFIED SETTING
 FR0630_STAMPING: V 95 1935
 FR0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0630
 FR0630  HISTORY     - Date     Condition        Report By
 FR0630  HISTORY     - 1935     MONUMENTED       CGS
 FR0630  HISTORY     - 1968     GOOD             USGS
 FR0630
 FR0630                          STATION DESCRIPTION
 FR0630
 FR0630'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0630'29.3 MI NW FROM PEACH SPRINGS.
 FR0630'23.9 MILES NORTHWEST ALONG ROAD FROM PEACH SPRINGS TO Y RD. WEST 210
 FR0630'FEET WEST ALONG ROAD, 33 FEET SQ. FT. CENTER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0406 ***********************************************************************
 FR0406  DESIGNATION -  V 96
 FR0406  PID         -  FR0406
 FR0406  STATE/COUNTY-  AZ/MOHAVE
 FR0406  USGS QUAD   -  NELSON (1967)
 FR0406
 FR0406                         *CURRENT SURVEY CONTROL
 FR0406  ___________________________________________________________________
 FR0406* NAD 83(1992)-  35 37 21.23609(N)    113 22 20.74511(W)     ADJUSTED  
 FR0406* NAVD 88     -      1619.207  (meters)    5312.35   (feet)  POSTED    
 FR0406  ___________________________________________________________________
 FR0406  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 FR0406  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FR0406  DYNAMIC HT  -        1617.140 (meters)    5305.57  (feet)  COMP
 FR0406  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 FR0406
 FR0406  HORZ ORDER  -  SECOND
 FR0406  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0406
 FR0406.The horizontal coordinates were established by classical geodetic methods
 FR0406.and adjusted by the National Geodetic Survey in August 1993.
 FR0406
 FR0406.The orthometric height was determined by differential leveling
 FR0406.and adjusted by the  in 1992.
 FR0406.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0406.was located on a no-check spur therefore a value was not computed.
 FR0406.No vertical observational check was made to the station.
 FR0406
 FR0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0406
 FR0406.The geoid height was determined by GEOID03.
 FR0406
 FR0406.The dynamic height is computed by dividing the NAVD 88
 FR0406.geopotential number by the normal gravity value computed on the
 FR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0406.degrees latitude (g = 980.6199 gals.).
 FR0406
 FR0406.The modeled gravity was interpolated from observed gravity values.
 FR0406
 FR0406;                    North         East     Units Scale Factor Converg.
 FR0406;SPC AZ W     -   512,721.379   247,562.452   MT  0.99994774   +0 13 11.7
 FR0406;SPC AZ W     - 1,682,156.76    812,212.77   iFT  0.99994774   +0 13 11.7
 FR0406;SPC AZ C     -   513,614.528    81,489.079   MT  1.00011423   -0 50 52.9
 FR0406;SPC AZ C     - 1,685,087.03    267,352.62   iFT  1.00011423   -0 50 52.9
 FR0406;UTM  12      - 3,944,678.485   285,144.474   MT  1.00016889   -1 22 56.4
 FR0406
 FR0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0406!SPC AZ W     -   0.99974997  x   0.99994774  =   0.99969772
 FR0406!SPC AZ C     -   0.99974997  x   1.00011423  =   0.99986417
 FR0406!UTM  12      -   0.99974997  x   1.00016889  =   0.99991882
 FR0406
 FR0406                          SUPERSEDED SURVEY CONTROL
 FR0406
 FR0406  NAD 83(1986)-  35 37 21.22908(N)    113 22 20.74654(W) AD(       ) 2
 FR0406  NAD 27      -  35 37 21.26600(N)    113 22 17.98600(W) AD(       ) 2
 FR0406  NGVD 29 (??/??/92) 1618.241  (m)         5309.18   (f) ADJ UNCH    2 0
 FR0406
 FR0406.Superseded values are not recommended for survey control.
 FR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0406.See file dsdata.txt to determine how the superseded data were derived.
 FR0406
 FR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE8514444678(NAD 83)
 FR0406_MARKER: DB = BENCH MARK DISK
 FR0406_SETTING: 80 = SET IN A BOULDER
 FR0406_SP_SET: BOULDER
 FR0406_STAMPING: V 96 1935
 FR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0406+STABILITY: SURFACE MOTION
 FR0406
 FR0406  HISTORY     - Date     Condition        Report By
 FR0406  HISTORY     - 1935     MONUMENTED       CGS
 FR0406  HISTORY     - 1967     GOOD             USGS
 FR0406
 FR0406                          STATION DESCRIPTION
 FR0406
 FR0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0406'4.0 MI E FROM PEACH SPRINGS.
 FR0406'ABOUT 4.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA
 FR0406'AND SANTA FE RAILWAY STATION AT PEACH SPRINGS, MOHAVE COUNTY, THENCE
 FR0406'ABOUT 7.2 MILES NORTH ALONG THE HUALPAI INDIAN RESERVATION MAIN ROAD,
 FR0406'(TAKE LEFT FORK AT ALL CROSSINGS), ABOUT 0.3 MILE WEST OF AN OLD
 FR0406'DESERTED HOUSE, AT THE POINT OF A RIDGE OVERLOOKING PEACH SPRINGS
 FR0406'CANYON, 22 FEET EAST OF TRIANGULATION STATION DIAMOND, DESCRIBED
 FR0406'BELOW, AND IN THE TOP OF A LARGE FLAT BOULDER.  A STANDARD DISK,
 FR0406'STAMPED V 96 1935.
 FR0406
 FR0406                          STATION RECOVERY (1967)
 FR0406
 FR0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FR0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0246 ***********************************************************************
 ER0246  DESIGNATION -  V 97
 ER0246  PID         -  ER0246
 ER0246  STATE/COUNTY-  AZ/APACHE
 ER0246  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0246
 ER0246                         *CURRENT SURVEY CONTROL
 ER0246  ___________________________________________________________________
 ER0246* NAD 83(1986)-  34 01 03.     (N)    109 09 33.     (W)     SCALED    
 ER0246* NAVD 88     -      2410.485  (meters)    7908.40   (feet)  ADJUSTED  
 ER0246  ___________________________________________________________________
 ER0246  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 ER0246  DYNAMIC HT  -        2406.627 (meters)    7895.74  (feet)  COMP
 ER0246  MODELED GRAV-     978,948.2   (mgal)                       NAVD 88
 ER0246
 ER0246  VERT ORDER  -  SECOND    CLASS 0
 ER0246
 ER0246.The horizontal coordinates were scaled from a topographic map and have
 ER0246.an estimated accuracy of +/- 6 seconds.
 ER0246
 ER0246.The orthometric height was determined by differential leveling
 ER0246.and adjusted in June 1991.
 ER0246
 ER0246.The geoid height was determined by GEOID03.
 ER0246
 ER0246.The dynamic height is computed by dividing the NAVD 88
 ER0246.geopotential number by the normal gravity value computed on the
 ER0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0246.degrees latitude (g = 980.6199 gals.).
 ER0246
 ER0246.The modeled gravity was interpolated from observed gravity values.
 ER0246
 ER0246;                    North         East    Units  Estimated Accuracy
 ER0246;SPC AZ E     -   335,050.      306,410.      MT  (+/- 180 meters Scaled)
 ER0246
 ER0246                          SUPERSEDED SURVEY CONTROL
 ER0246
 ER0246  NGVD 29 (??/??/92) 2409.457  (m)         7905.03   (f) ADJ UNCH    2 0
 ER0246
 ER0246.Superseded values are not recommended for survey control.
 ER0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0246.See file dsdata.txt to determine how the superseded data were derived.
 ER0246
 ER0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC699656(NAD 83)
 ER0246_MARKER: DB = BENCH MARK DISK
 ER0246_SETTING: 66 = SET IN ROCK OUTCROP
 ER0246_SP_SET: OUTCROP
 ER0246_STAMPING: V-97 1935
 ER0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0246+STABILITY: POSITION/ELEVATION WELL
 ER0246
 ER0246  HISTORY     - Date     Condition        Report By
 ER0246  HISTORY     - 1935     MONUMENTED       CGS
 ER0246  HISTORY     - 1970     GOOD             USGS
 ER0246  HISTORY     - 19880920 MARK NOT FOUND   USPSQD
 ER0246
 ER0246                          STATION DESCRIPTION
 ER0246
 ER0246'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0246'6.0 MI N FROM NUTRIOSO.
 ER0246'FROM THE P.O. AT NUTRIOSO, GO N. ALONG U.S. HWYS. 180 AND 666 FOR
 ER0246'ABOUT 6.0 MILES TO A ROAD JCT. ON THE RIGHT, (EAST) (A SAWMILL LOCATED
 ER0246'AT EAST SIDE OF THIS INT.) CONTINUE ON EAST ON THIS ROAD, STONE CREEK
 ER0246'ROAD, FOR 1.4 MILES TO AN INT. ON THE LEFT, CONTINUE STRAIGHT AHEAD
 ER0246'(SOUTH) FOR 1.2 MILES TO AN INT. WITH A ROAD GOING IN TO A RANCH
 ER0246'HOUSE, TURN LEFT (EAST) ON THIS ROAD AND GO 0.1 MILE. BM IS ABOUT 400
 ER0246'FT. N. OF CENTER LINE OF ROAD ON THE SOUTHWEST SIDE OF A TREE COVERED
 ER0246'ROCKY KNOLL.  A STANDARD DISK SET IN AN OUTCROPING OF ROCK AND STAMPED
 ER0246'V-97 1935.
 ER0246
 ER0246                          STATION RECOVERY (1988)
 ER0246
 ER0246'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ER0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0177 ***********************************************************************
 FR0177  DESIGNATION -  V 98
 FR0177  PID         -  FR0177
 FR0177  STATE/COUNTY-  AZ/COCONINO
 FR0177  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0177
 FR0177                         *CURRENT SURVEY CONTROL
 FR0177  ___________________________________________________________________
 FR0177* NAD 83(1986)-  35 08 31.     (N)    112 08 51.     (W)     SCALED    
 FR0177* NAVD 88     -      2191.22   (+/-2cm)    7189.0    (feet)  VERTCON   
 FR0177  ___________________________________________________________________
 FR0177  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FR0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0177
 FR0177.The horizontal coordinates were scaled from a topographic map and have
 FR0177.an estimated accuracy of +/- 6 seconds.
 FR0177
 FR0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0177.The vertical order pertains to the NGVD 29 superseded value.
 FR0177
 FR0177.The geoid height was determined by GEOID03.
 FR0177
 FR0177;                    North         East    Units  Estimated Accuracy
 FR0177;SPC AZ C     -   459,350.      192,330.      MT  (+/- 180 meters Scaled)
 FR0177
 FR0177                          SUPERSEDED SURVEY CONTROL
 FR0177
 FR0177  NGVD 29 (??/??/92) 2190.182  (m)         7185.62   (f) ADJ UNCH    2 0
 FR0177
 FR0177.Superseded values are not recommended for survey control.
 FR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0177.See file dsdata.txt to determine how the superseded data were derived.
 FR0177
 FR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD954893(NAD 83)
 FR0177_MARKER: DB = BENCH MARK DISK
 FR0177_SETTING: 80 = SET IN A BOULDER
 FR0177_SP_SET: BOULDER
 FR0177_STAMPING: V 98 1935
 FR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0177+STABILITY: SURFACE MOTION
 FR0177
 FR0177  HISTORY     - Date     Condition        Report By
 FR0177  HISTORY     - 1935     MONUMENTED       CGS
 FR0177  HISTORY     - 19870428 MARK NOT FOUND   USPSQD
 FR0177
 FR0177                          STATION DESCRIPTION
 FR0177
 FR0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0177'9.3 MI S FROM WILLIAMS.
 FR0177'9.3 MILES SOUTH ALONG THE PERKINSVILLE ROAD FROM THE ATCHISON, TOPEKA
 FR0177'AND SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, AT A ROAD
 FR0177'JUNCTION, ABOUT 70 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 FR0177'ROAD, 33 FEET EAST OF THE CENTER LINE OF THE WILLIAMS ROAD, ABOUT 18
 FR0177'FEET EAST OF A SIGNPOST, AND IN THE TOP OF A BOULDER.  A STANDARD
 FR0177'DISK, STAMPED V 98 1935.
 FR0177
 FR0177                          STATION RECOVERY (1987)
 FR0177
 FR0177'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2006 ***********************************************************************
 CZ2006  DESIGNATION -  VACA
 CZ2006  PID         -  CZ2006
 CZ2006  STATE/COUNTY-  AZ/PIMA
 CZ2006  USGS QUAD   -  BLACK HILLS (1979)
 CZ2006
 CZ2006                         *CURRENT SURVEY CONTROL
 CZ2006  ___________________________________________________________________
 CZ2006* NAD 83(1992)-  32 14 55.03965(N)    111 43 57.54984(W)     ADJUSTED  
 CZ2006* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 CZ2006  ___________________________________________________________________
 CZ2006  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CZ2006  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ2006  HORZ ORDER  -  SECOND
 CZ2006
 CZ2006.The horizontal coordinates were established by classical geodetic methods
 CZ2006.and adjusted by the National Geodetic Survey in August 1993.
 CZ2006
 CZ2006.The orthometric height was scaled from a topographic map.
 CZ2006
 CZ2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2006
 CZ2006.The geoid height was determined by GEOID03.
 CZ2006
 CZ2006;                    North         East     Units Scale Factor Converg.
 CZ2006;SPC AZ C     -   138,448.579   230,699.250   MT  0.99990371   +0 05 53.5
 CZ2006;SPC AZ C     -   454,227.62    756,887.30   iFT  0.99990371   +0 05 53.5
 CZ2006;UTM  12      - 3,568,229.585   430,983.606   MT  0.99965874   -0 23 27.4
 CZ2006
 CZ2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2006!SPC AZ C     -   0.99986496  x   0.99990371  =   0.99976868
 CZ2006!UTM  12      -   0.99986496  x   0.99965874  =   0.99952374
 CZ2006
 CZ2006|---------------------------------------------------------------------|
 CZ2006| PID    Reference Object                     Distance      Geod. Az  |
 CZ2006|                                                           dddmmss.s |
 CZ2006| CH5640 VACA RM 1                             8.397 METERS 04648     |
 CZ2006| AF8766 SCHOOL RESET                        APPROX.15.2 KM 1612407.8 |
 CZ2006| CH5641 VACA RM 2                             8.040 METERS 29806     |
 CZ2006|---------------------------------------------------------------------|
 CZ2006
 CZ2006                          SUPERSEDED SURVEY CONTROL
 CZ2006
 CZ2006  NAD 83(1986)-  32 14 55.03420(N)    111 43 57.54956(W) AD(       ) 2
 CZ2006  NAD 27      -  32 14 54.77100(N)    111 43 55.10200(W) AD(       ) 2
 CZ2006
 CZ2006.Superseded values are not recommended for survey control.
 CZ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2006.See file dsdata.txt to determine how the superseded data were derived.
 CZ2006
 CZ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA3098468230(NAD 83)
 CZ2006_MARKER: DS = TRIANGULATION STATION DISK
 CZ2006_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2006
 CZ2006  HISTORY     - Date     Condition        Report By
 CZ2006  HISTORY     - 1936     MONUMENTED       CGS
 CZ2006  HISTORY     - 1972     GOOD             AZHD
 CZ2006  HISTORY     - 1979     GOOD             AZDT
 CZ2006
 CZ2006                          STATION DESCRIPTION
 CZ2006
 CZ2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2006'ABOUT 24 MILES NORTH AND 10 MILES EAST OF SELLS, ABOUT 10
 CZ2006'MILES NORTH-NORTHWEST OF THE SANTA ROSA RANCH, AND 16 MILES
 CZ2006'SOUTHWEST OF SILVERBELL MINE, ON THE SOUTHEAST AND HIGHEST
 CZ2006'POINT OF THE VACA HILLS (HILL IS STEEP ON THE SOUTH AND EAST
 CZ2006'SIDES AND SLOPES GRADUALLY TO THE NORTH AND WEST).  MARKED
 CZ2006'BY A STANDARD BRONZE DISK.  REFERENCE
 CZ2006'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 CZ2006'8.397 METERS (27.55 FEET) FROM STATION N 46 DEG 48 MIN E.
 CZ2006'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ2006'DISK IS 8.040 METERS (26.38 FEET) FROM STATION
 CZ2006'N 61 DEG 54 MIN W.  THE AZIMUTH MARK, A STANDARD
 CZ2006'BRONZE DISK IS 1-1/2 MILES FROM STATION
 CZ2006'N 66 DEG 33 MIN E.
 CZ2006
 CZ2006                          STATION RECOVERY (1972)
 CZ2006
 CZ2006'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (CS)
 CZ2006'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 CZ2006'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CZ2006'THE DESCRIPTION IS ADEQUATE.
 CZ2006
 CZ2006                          STATION RECOVERY (1979)
 CZ2006
 CZ2006'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CZ2006'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 CZ2006'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE STATION
 CZ2006'WAS NOT OCCUPIED FOR DISTANCE OR DIRECTIONS AT THIS TIME.
 CZ2006'
 CZ2006'TO REACH THE STATION FROM MISSION AND AJO ROADS IN TUCSON, TRAVEL WEST
 CZ2006'ON HIGHWAY 86 FOR 40.3 MILES TO HIGHWAY 34 AND SIGN SANTA ROSA SCHOOL
 CZ2006'ROAD.  TURN RIGHT AND GO 8.8 MILES TO A ROAD FORK, TURN RIGHT AND GO
 CZ2006'10.7 MILES TO THE END OF PAVEMENT, TURN LEFT AND FOLLOW A DIM TRACK
 CZ2006'ROAD WESTERLY FOR 6 MILES TO A POINT BETWEEN TWO HILLS IN THE VACA
 CZ2006'RANGE.  TURN LEFT ACROSS COUNTRY IN A SOUTHERLY DIRECTION TRAVELING
 CZ2006'TOWARD THE HIGHEST HILL TO ITS BASE.  A 1 HOUR PACK FROM THE EAST
 CZ2006'SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1952 ***********************************************************************
 CZ1952  DESIGNATION -  VAH KI
 CZ1952  PID         -  CZ1952
 CZ1952  STATE/COUNTY-  AZ/PINAL
 CZ1952  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1952
 CZ1952                         *CURRENT SURVEY CONTROL
 CZ1952  ___________________________________________________________________
 CZ1952* NAD 83(1992)-  32 58 42.70047(N)    111 21 11.08017(W)     ADJUSTED  
 CZ1952* NAVD 88     -       511.7    (meters)    1679.     (feet)  VERTCON   
 CZ1952  ___________________________________________________________________
 CZ1952  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 CZ1952  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CZ1952  HORZ ORDER  -  SECOND
 CZ1952
 CZ1952.The horizontal coordinates were established by classical geodetic methods
 CZ1952.and adjusted by the National Geodetic Survey in August 1993.
 CZ1952
 CZ1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1952
 CZ1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1952
 CZ1952.The geoid height was determined by GEOID03.
 CZ1952
 CZ1952;                    North         East     Units Scale Factor Converg.
 CZ1952;SPC AZ C     -   219,511.459   266,037.024   MT  0.99993420   +0 18 24.4
 CZ1952;SPC AZ C     -   720,181.95    872,824.88   iFT  0.99993420   +0 18 24.4
 CZ1952;UTM  12      - 3,648,961.882   467,008.868   MT  0.99961342   -0 11 31.9
 CZ1952
 CZ1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1952!SPC AZ C     -   0.99992428  x   0.99993420  =   0.99985849
 CZ1952!UTM  12      -   0.99992428  x   0.99961342  =   0.99953773
 CZ1952
 CZ1952|---------------------------------------------------------------------|
 CZ1952| PID    Reference Object                     Distance      Geod. Az  |
 CZ1952|                                                           dddmmss.s |
 CZ1952| CH5643 VAH KI RM 2                          12.375 METERS 14216     |
 CZ1952| CZ1953 VERDE                               APPROX. 2.8 KM 3223033.7 |
 CZ1952| CH5642 VAH KI RM 1                          12.118 METERS 32243     |
 CZ1952|---------------------------------------------------------------------|
 CZ1952
 CZ1952                          SUPERSEDED SURVEY CONTROL
 CZ1952
 CZ1952  NAD 83(1986)-  32 58 42.69294(N)    111 21 11.08020(W) AD(       ) 2
 CZ1952  NAD 27      -  32 58 42.46227(N)    111 21 08.65715(W) AD(       ) 2
 CZ1952  NGVD 29 (07/19/86)  511.2    (m)         1677.     (f) VERT ANG    3  
 CZ1952
 CZ1952.Superseded values are not recommended for survey control.
 CZ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1952.See file dsdata.txt to determine how the superseded data were derived.
 CZ1952
 CZ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6700948962(NAD 83)
 CZ1952_MARKER: DD = SURVEY DISK
 CZ1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1952+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CZ1952
 CZ1952  HISTORY     - Date     Condition        Report By
 CZ1952  HISTORY     - 1977     MONUMENTED       AZDT
 CZ1952  HISTORY     - 19950919 GOOD             USPSQD
 CZ1952  HISTORY     - 20070324 GOOD             GEOCAC
 CZ1952
 CZ1952                          STATION DESCRIPTION
 CZ1952
 CZ1952'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 CZ1952'THE STATION IS ABOUT 3.75 MILES SOUTHEAST OF FLORENCE AND 9.5
 CZ1952'MILES EAST OF COOLIDGE IN THE WEST R/W OF U.S. HWY. 80-89.
 CZ1952'
 CZ1952'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED VAH-KI 1977
 CZ1952'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.4
 CZ1952'FEET.  THE STATION IS 93 FEET WEST OF HWY. CENTERLINE ALONG WEST
 CZ1952'R/W FENCE MARKED BY WITNESS POST AND SIGN 2.7 FEET WEST.
 CZ1952'
 CZ1952'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED VAH-KI
 CZ1952'RM 1 1977 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CZ1952'PROJECTING 0.4 FEET.  MARK IS ABOUT 7 FEET INSIDE R/W FENCE LINE.
 CZ1952'
 CZ1952'REFERENCE MARK 2 IS A ADOT HWY. DIVISION DISK STAMPED VAH-KI 1977
 CZ1952'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 0.4
 CZ1952'FEET.  MARK IS ABOUT 7 FEET INSIDE R/W FENCE LINE.
 CZ1952'
 CZ1952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 80-89 AND
 CZ1952'ARIZONA HWY. 287, 0.8 MILES SOUTH OF FLORENCE, TRAVEL SOUTH ON
 CZ1952'HWY. 80-89 TO MILE POST 129.45.  STATION IS IN WEST R/W.
 CZ1952'
 CZ1952'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1952
 CZ1952                          STATION RECOVERY (1995)
 CZ1952
 CZ1952'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1952'RECOVERED IN GOOD CONDITION.
 CZ1952
 CZ1952                          STATION RECOVERY (2007)
 CZ1952
 CZ1952'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0258 ***********************************************************************
 CZ0258  DESIGNATION -  VAIL
 CZ0258  PID         -  CZ0258
 CZ0258  STATE/COUNTY-  AZ/PIMA
 CZ0258  USGS QUAD   -  TUCSON SE (1992)
 CZ0258
 CZ0258                         *CURRENT SURVEY CONTROL
 CZ0258  ___________________________________________________________________
 CZ0258* NAD 83(1992)-  32 02 51.35977(N)    110 45 05.01668(W)     ADJUSTED  
 CZ0258* NAVD 88     -       959.382  (meters)    3147.57   (feet)  ADJUSTED  
 CZ0258  ___________________________________________________________________
 CZ0258  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 CZ0258  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0258  DYNAMIC HT  -         958.001 (meters)    3143.04  (feet)  COMP
 CZ0258  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 CZ0258
 CZ0258  HORZ ORDER  -  FIRST
 CZ0258  VERT ORDER  -  FIRST     CLASS II
 CZ0258
 CZ0258.The horizontal coordinates were established by classical geodetic methods
 CZ0258.and adjusted by the National Geodetic Survey in August 1993.
 CZ0258
 CZ0258.The orthometric height was determined by differential leveling
 CZ0258.and adjusted in June 1991.
 CZ0258
 CZ0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0258
 CZ0258.The geoid height was determined by GEOID03.
 CZ0258
 CZ0258.The dynamic height is computed by dividing the NAVD 88
 CZ0258.geopotential number by the normal gravity value computed on the
 CZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0258.degrees latitude (g = 980.6199 gals.).
 CZ0258
 CZ0258.The modeled gravity was interpolated from observed gravity values.
 CZ0258
 CZ0258;                    North         East     Units Scale Factor Converg.
 CZ0258;SPC AZ C     -   116,738.563   323,405.732   MT  1.00004930   +0 37 06.2
 CZ0258;SPC AZ C     -   383,000.53  1,061,042.43   iFT  1.00004930   +0 37 06.2
 CZ0258;UTM  12      - 3,545,738.825   523,470.103   MT  0.99960679   +0 07 54.9
 CZ0258
 CZ0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0258!SPC AZ C     -   0.99985390  x   1.00004930  =   0.99990320
 CZ0258!UTM  12      -   0.99985390  x   0.99960679  =   0.99946075
 CZ0258
 CZ0258:                Primary Azimuth Mark                     Grid Az
 CZ0258:SPC AZ C     -  RINCON CAIRN                             068 57 08.0
 CZ0258:UTM  12      -  RINCON CAIRN                             069 26 19.3
 CZ0258
 CZ0258|---------------------------------------------------------------------|
 CZ0258| PID    Reference Object                     Distance      Geod. Az  |
 CZ0258|                                                           dddmmss.s |
 CZ0258| CZ1816 RINCON CAIRN                        APPROX.23.0 KM 0693414.2 |
 CZ0258| CZ1821 AIRWAY BEACON 12                    APPROX. 9.5 KM 0801426.8 |
 CZ0258| CC7583 HIGHWAY 80 STA 906+13                              1171135.7 |
 CZ0258| CZ0261 VAIL RM 3                            15.693 METERS 12651     |
 CZ0258| CZ0260 A 355                                              1292804.9 |
 CZ0258| CC7582 VAIL RM 1                            19.546 METERS 18404     |
 CZ0258| CZ0259 VAIL RM 2                            16.111 METERS 28635     |
 CZ0258| CZ1831 ESMOND RAILROAD WATER TANK          APPROX. 5.1 KM 3464236.5 |
 CZ0258|---------------------------------------------------------------------|
 CZ0258
 CZ0258                          SUPERSEDED SURVEY CONTROL
 CZ0258
 CZ0258  NAD 83(1986)-  32 02 51.35518(N)    110 45 05.01331(W) AD(       ) 1
 CZ0258  NAD 27      -  32 02 51.06500(N)    110 45 02.70900(W) AD(       ) 1
 CZ0258  NGVD 29 (??/??/92)  958.659  (m)         3145.20   (f) ADJ UNCH    1 2
 CZ0258
 CZ0258.Superseded values are not recommended for survey control.
 CZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0258.See file dsdata.txt to determine how the superseded data were derived.
 CZ0258
 CZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2347045739(NAD 83)
 CZ0258_MARKER: DD = SURVEY DISK
 CZ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0258_STAMPING: VAIL 1935
 CZ0258_PROJECTION: FLUSH
 CZ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0258+STABILITY: SURFACE MOTION
 CZ0258
 CZ0258  HISTORY     - Date     Condition        Report By
 CZ0258  HISTORY     - 1935     MONUMENTED       CGS
 CZ0258  HISTORY     - 1936     GOOD             CGS
 CZ0258  HISTORY     - 1942     GOOD             CGS
 CZ0258  HISTORY     - 1960     GOOD             CGS
 CZ0258  HISTORY     - 1960     GOOD             NGS
 CZ0258  HISTORY     - 1961     GOOD             CGS
 CZ0258  HISTORY     - 1967     GOOD             USAF
 CZ0258  HISTORY     - 1971     GOOD             AZHD
 CZ0258  HISTORY     - 1972     GOOD             AZHD
 CZ0258  HISTORY     - 1979     GOOD             NGS
 CZ0258  HISTORY     - 1987     GOOD             AZDT
 CZ0258  HISTORY     - 1990     GOOD             USPSQD
 CZ0258
 CZ0258                          STATION DESCRIPTION
 CZ0258
 CZ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ0258'STATION SITE IS LOCATED ALONG U.S. HIGHWAY 80, 28.9 MILES
 CZ0258'WEST OF BENSON AND 14.8 MILES SOUTHEAST OF TUCSON, OR 4.9
 CZ0258'MILES NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CZ0258'HIGHWAY 83.
 CZ0258'
 CZ0258'TO REACH FROM TUCSON GO SOUTH TO JUNCTION OF U.S. HIGHWAYS
 CZ0258'80 AND 89, GO EAST ON U.S. HIGHWAY 80 FOR 14.8 MILES TO
 CZ0258'STATION WHICH IS 100 FEET SOUTH OF APPROXIMATE MIDDLE OF
 CZ0258'HIGHWAY.
 CZ0258'
 CZ0258'NOTE--AZIMUTH MARK, REFERENCE MARK NO. 3, IS EAST 0.7 MILE
 CZ0258'IN CULVERT, A BRONZE DISK OF THE ARIZONA STATE HIGHWAY DEPARTMENT,
 CZ0258'STAMPED--STA. 906 PLUS 13, 1928 AND USC AND GS 1935.
 CZ0258'
 CZ0258
 CZ0258                          STATION RECOVERY (1936)
 CZ0258
 CZ0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ0258'RECOVERED IN GOOD CONDITION.
 CZ0258
 CZ0258                          STATION RECOVERY (1942)
 CZ0258
 CZ0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 CZ0258'THE MARKS WERE RECOVERED.
 CZ0258'REFERENCE MARK 3 IS THE AZIMUTH MARK.
 CZ0258
 CZ0258                          STATION RECOVERY (1960)
 CZ0258
 CZ0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0258'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 CZ0258'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH
 CZ0258'MARK HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF THE NEW
 CZ0258'HIGHWAY.  A NEW REFERENCE MARK, NUMBERED 3, AND A NEW AZIMUTH
 CZ0258'MARK, BENCH MARK A 355 1960, WERE ESTABLISHED AT THIS OCCUPATION.
 CZ0258'
 CZ0258'REFERENCE MARK 3, STAMPED VAIL NO 3 1935, IS A STANDARD DISK
 CZ0258'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS 55
 CZ0258'FEET NORTHEAST OF THE CENTER LINE OF THE EAST BOUND LANES.
 CZ0258'
 CZ0258'THE AZIMUTH MARK, STAMPED A 355 1960, IS A STANDARD BENCH
 CZ0258'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4
 CZ0258'INCHES AND IS 0.8 MILES SOUTHEAST OF THE STATION ON THE SOUTHWEST
 CZ0258'SIDE OF THE EAST BOUND LANES, 3 FEET NORTHEAST OF THE SOUTHWEST
 CZ0258'RIGHT OF WAY FENCE LINE AND 2 FEET SOUTHWEST OF A METAL WITNESS
 CZ0258'POST.
 CZ0258
 CZ0258                          STATION RECOVERY (1960)
 CZ0258
 CZ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0258'15.7 MI SE FROM TUCSON.
 CZ0258'15.7 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0258'HIGHWAY 89 AT TUCSON, 0.8 MILE NORTHWEST OF MILE POST 264, 52.83 FEET
 CZ0258'EAST OF R.M. 2, 51.49 FEET NORTHWEST OF R.M. 3, SET IN A CONCRETE POST
 CZ0258'IN THE DIVIDING STRIP BETWEEN THE TWO TRAFFIC LANES.
 CZ0258
 CZ0258                          STATION RECOVERY (1961)
 CZ0258
 CZ0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 CZ0258'RECOVERED IN GOOD CONDITION.
 CZ0258
 CZ0258                          STATION RECOVERY (1967)
 CZ0258
 CZ0258'RECOVERY NOTE BY US AIR FORCE 1967 (WWH)
 CZ0258'RECOVERED IN GOOD CONDITION.
 CZ0258
 CZ0258                          STATION RECOVERY (1971)
 CZ0258
 CZ0258'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ0258'GENERAL LOCATION ALONG INT. 10, BETWEEN TUCSON AND BENSON.
 CZ0258'ABOUT 15 MILES EASTERLY OF MILEPOST 277.  THE STATION IS A
 CZ0258'STANDARD USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN
 CZ0258'SQUARE CONCRETE POST, UP 0.4 FT, STAMPED, VAIL 1953
 CZ0258'
 CZ0258'TO REACH LOCATED IN THE MEDIAN BETWEEN THE EAST AND WEST
 CZ0258'BOUND TRAFFIC LANES.  REFERENCE MARK NO. 2 IS A STANDARD
 CZ0258'USC AND GS REFERENCE MARK BRASS CAP.  SET IN A 12 IN SQUARE
 CZ0258'CONCRETE POST, UP 0.4 FT.  REFERENCE MARK NO. 3 IS A STANDARD
 CZ0258'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE
 CZ0258'CONCRETE POST.  UP 0.4 FT.
 CZ0258'
 CZ0258'STATION MARK THE MARKS ARE STAMPED RESPECTIVELY, VAIL
 CZ0258'NO 2 1935 AND VAIL NO 3 1935.  THE MAIN STATION IS MARKED
 CZ0258'BY A USC AND GS SURVEY SIGN.
 CZ0258'
 CZ0258'REFERENCE MARKS THE AZIMUTH MARK IS A STANDARD USC AND GS
 CZ0258'BENCH MARK BRASS CAP, SET IN A 12 IN CYLINDRICAL CONCRETE POST UP
 CZ0258'0.4 FT AND LOCATED 0.85 MILES EASTERLY ALONG THE INT. FROM
 CZ0258'THE MAIN STATION.  MARKED BY A USC AND GS SURVEY SIGN.
 CZ0258
 CZ0258                          STATION RECOVERY (1972)
 CZ0258
 CZ0258'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ0258'REFERENCE MARKS R.M. 1 AND R.M. 2 GOOD.
 CZ0258'
 CZ0258'AZIMUTH MARK GOOD.
 CZ0258
 CZ0258                          STATION RECOVERY (1979)
 CZ0258
 CZ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0258'16.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0258'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.15 MILE SOUTHEAST OF MILE POST
 CZ0258'277, BETWEEN THE TWO HIGHWAY LANES, 60.5 FEET NORTHEAST OF THE
 CZ0258'CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 51 FEET SOUTHWEST OF THE
 CZ0258'CENTERLINE OF THE WESTBOUND TRAFFIC LANE AND 15 FEET NORTHWEST OF
 CZ0258'THE CENTER OF A GRAVELLED TURNAROUND ROAD.
 CZ0258'THE MARK IS 8 FT  E FROM A WITNESS POST.
 CZ0258'THE MARK IS ABOVE LEVEL WITH HIGHWAY LANES.
 CZ0258
 CZ0258                          STATION RECOVERY (1987)
 CZ0258
 CZ0258'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987 (AT)
 CZ0258'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZMUTH MARK WERE
 CZ0258'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CZ0258'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 AND HOUGHTON ROAD
 CZ0258'TRAFFIC INTERCHANGE 11 MILES EAST OF TUCSON, TRAVEL SOUTHEAST ALONG
 CZ0258'I-10 FOR 1.6 MILES TO THE STATION ON THE LEFT IN THE MEDIAN AT MILE
 CZ0258'POST 277.1.
 CZ0258'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL SOUTHEAST ALONG I-10
 CZ0258'FOR 0.85 MILE TO THE MARK ON THE RIGHT AT MILE POST 277.95.
 CZ0258
 CZ0258                          STATION RECOVERY (1990)
 CZ0258
 CZ0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0259 ***********************************************************************
 CZ0259  DESIGNATION -  VAIL RM 2
 CZ0259  PID         -  CZ0259
 CZ0259  STATE/COUNTY-  AZ/PIMA
 CZ0259  USGS QUAD   -  TUCSON SE (1992)
 CZ0259
 CZ0259                         *CURRENT SURVEY CONTROL
 CZ0259  ___________________________________________________________________
 CZ0259* NAD 83(1992)-  32 02 51.50912(N)    110 45 05.60522(W)     ADJUSTED  
 CZ0259* NAVD 88     -       959.143  (meters)    3146.79   (feet)  ADJUSTED  
 CZ0259  ___________________________________________________________________
 CZ0259  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 CZ0259  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0259  DYNAMIC HT  -         957.762 (meters)    3142.26  (feet)  COMP
 CZ0259  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 CZ0259
 CZ0259  HORZ ORDER  -  THIRD
 CZ0259  VERT ORDER  -  FIRST     CLASS II
 CZ0259
 CZ0259.The horizontal coordinates were established by classical geodetic methods
 CZ0259.and adjusted by the National Geodetic Survey in October 1998.
 CZ0259
 CZ0259.The orthometric height was determined by differential leveling
 CZ0259.and adjusted in June 1991.
 CZ0259
 CZ0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0259
 CZ0259.The geoid height was determined by GEOID03.
 CZ0259
 CZ0259.The dynamic height is computed by dividing the NAVD 88
 CZ0259.geopotential number by the normal gravity value computed on the
 CZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0259.degrees latitude (g = 980.6199 gals.).
 CZ0259
 CZ0259.The modeled gravity was interpolated from observed gravity values.
 CZ0259
 CZ0259;                    North         East     Units Scale Factor Converg.
 CZ0259;SPC AZ C     -   116,742.997   323,390.243   MT  1.00004926   +0 37 05.9
 CZ0259;SPC AZ C     -   383,015.08  1,060,991.61   iFT  1.00004926   +0 37 05.9
 CZ0259;UTM  12      - 3,545,743.388   523,454.659   MT  0.99960678   +0 07 54.6
 CZ0259
 CZ0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0259!SPC AZ C     -   0.99985394  x   1.00004926  =   0.99990319
 CZ0259!UTM  12      -   0.99985394  x   0.99960678  =   0.99946078
 CZ0259
 CZ0259                          SUPERSEDED SURVEY CONTROL
 CZ0259
 CZ0259  NGVD 29 (??/??/92)  958.419  (m)         3144.41   (f) ADJ UNCH    1 2
 CZ0259
 CZ0259.Superseded values are not recommended for survey control.
 CZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0259.See file dsdata.txt to determine how the superseded data were derived.
 CZ0259
 CZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2345545743(NAD 83)
 CZ0259_MARKER: DR = REFERENCE MARK DISK
 CZ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0259_STAMPING: VAIL NO 2 1935
 CZ0259_PROJECTION: PROJECTING 10 CENTIMETERS
 CZ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0259+STABILITY: SURFACE MOTION
 CZ0259
 CZ0259  HISTORY     - Date     Condition        Report By
 CZ0259  HISTORY     - 1935     MONUMENTED       CGS
 CZ0259  HISTORY     - 1960     GOOD             NGS
 CZ0259  HISTORY     - 1979     GOOD             NGS
 CZ0259  HISTORY     - 1990     GOOD             USPSQD
 CZ0259  HISTORY     - 1996     MARK NOT FOUND   USPSQD
 CZ0259
 CZ0259                          STATION DESCRIPTION
 CZ0259
 CZ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0259'15.7 MI SE FROM TUCSON.
 CZ0259'15.7 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0259'HIGHWAY 89 AT TUCSON, 52.83 FEET WEST OF THE STATION MARK, SET IN A
 CZ0259'CONCRETE POST.
 CZ0259
 CZ0259                          STATION RECOVERY (1979)
 CZ0259
 CZ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0259'16.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0259'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.15 MILE SOUTHEAST OF MILE POST
 CZ0259'277, BETWEEN THE TWO HIGHWAY LANES, 66 FEET SOUTHWEST OF THE
 CZ0259'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 42.5 FEET NORTHEAST OF THE
 CZ0259'CENTERLINE OF THE EASTBOUND TRAFFIC LANE AND 53 FEET WEST OF THE
 CZ0259'STATION MARK.  THE CONCRETE POST IS CHIPPED BUT SOLID.
 CZ0259'THE MARK IS 48 FT  WNW FROM A WITNESS POST.
 CZ0259'THE MARK IS ABOVE LEVEL WITH HIGHWAY LANES.
 CZ0259
 CZ0259                          STATION RECOVERY (1990)
 CZ0259
 CZ0259'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0259'RECOVERED IN GOOD CONDITION.
 CZ0259
 CZ0259                          STATION RECOVERY (1996)
 CZ0259
 CZ0259'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0261 ***********************************************************************
 CZ0261  DESIGNATION -  VAIL RM 3
 CZ0261  PID         -  CZ0261
 CZ0261  STATE/COUNTY-  AZ/PIMA
 CZ0261  USGS QUAD   -  TUCSON SE (1992)
 CZ0261
 CZ0261                         *CURRENT SURVEY CONTROL
 CZ0261  ___________________________________________________________________
 CZ0261* NAD 83(1992)-  32 02 51.05422(N)    110 45 04.53803(W)     ADJUSTED  
 CZ0261* NAVD 88     -       959.382  (meters)    3147.57   (feet)  ADJUSTED  
 CZ0261  ___________________________________________________________________
 CZ0261  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 CZ0261  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0261  DYNAMIC HT  -         958.001 (meters)    3143.04  (feet)  COMP
 CZ0261  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 CZ0261
 CZ0261  HORZ ORDER  -  THIRD
 CZ0261  VERT ORDER  -  FIRST     CLASS II
 CZ0261
 CZ0261.The horizontal coordinates were established by classical geodetic methods
 CZ0261.and adjusted by the National Geodetic Survey in October 1998.
 CZ0261
 CZ0261.The orthometric height was determined by differential leveling
 CZ0261.and adjusted in June 1991.
 CZ0261
 CZ0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0261
 CZ0261.The geoid height was determined by GEOID03.
 CZ0261
 CZ0261.The dynamic height is computed by dividing the NAVD 88
 CZ0261.geopotential number by the normal gravity value computed on the
 CZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0261.degrees latitude (g = 980.6199 gals.).
 CZ0261
 CZ0261.The modeled gravity was interpolated from observed gravity values.
 CZ0261
 CZ0261;                    North         East     Units Scale Factor Converg.
 CZ0261;SPC AZ C     -   116,729.287   323,418.391   MT  1.00004933   +0 37 06.4
 CZ0261;SPC AZ C     -   382,970.10  1,061,083.96   iFT  1.00004933   +0 37 06.4
 CZ0261;UTM  12      - 3,545,729.446   523,482.677   MT  0.99960680   +0 07 55.2
 CZ0261
 CZ0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0261!SPC AZ C     -   0.99985390  x   1.00004933  =   0.99990323
 CZ0261!UTM  12      -   0.99985390  x   0.99960680  =   0.99946076
 CZ0261
 CZ0261                          SUPERSEDED SURVEY CONTROL
 CZ0261
 CZ0261  NGVD 29 (??/??/92)  958.657  (m)         3145.19   (f) ADJ UNCH    1 2
 CZ0261
 CZ0261.Superseded values are not recommended for survey control.
 CZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0261.See file dsdata.txt to determine how the superseded data were derived.
 CZ0261
 CZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA2348345729(NAD 83)
 CZ0261_MARKER: DR = REFERENCE MARK DISK
 CZ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0261_STAMPING: VAIL NO 3 1935
 CZ0261_PROJECTION: PROJECTING 8 CENTIMETERS
 CZ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0261+STABILITY: SURFACE MOTION
 CZ0261
 CZ0261  HISTORY     - Date     Condition        Report By
 CZ0261  HISTORY     - 1960     MONUMENTED       CGS
 CZ0261  HISTORY     - 1960     GOOD             NGS
 CZ0261  HISTORY     - 1979     GOOD             NGS
 CZ0261  HISTORY     - 1990     GOOD             USPSQD
 CZ0261  HISTORY     - 1996     MARK NOT FOUND   USPSQD
 CZ0261
 CZ0261                          STATION DESCRIPTION
 CZ0261
 CZ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0261'15.7 MI SE FROM TUCSON.
 CZ0261'15.7 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0261'HIGHWAY 89 AT TUCSON, 51.49 FEET SOUTHEAST OF THE STATION MARK, SET IN
 CZ0261'A CONCRETE POST PROJECTING 3 INCHES.
 CZ0261
 CZ0261                          STATION RECOVERY (1979)
 CZ0261
 CZ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0261'16.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0261'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.15 MILE SOUTHEAST OF MILE POST
 CZ0261'277, 0.1 MILE NORTHWEST OF A POINT WHERE THE HIGHWAY LANES WIDEN TO
 CZ0261'THE SOUTHEAST, 61 FEET NORTHEAST OF THE CENTERLINE OF THE EASTBOUND
 CZ0261'TRAFFIC LANE, 54.5 FEET SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CZ0261'TRAFFIC LANE AND 51.5 FEET SOUTHEAST OF THE STATION MARK.
 CZ0261'THE MARK IS 56 FT  SE FROM A WITNESS POST.
 CZ0261'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY LANES.
 CZ0261
 CZ0261                          STATION RECOVERY (1990)
 CZ0261
 CZ0261'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0261'RECOVERED IN GOOD CONDITION.
 CZ0261
 CZ0261                          STATION RECOVERY (1996)
 CZ0261
 CZ0261'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1390 ***********************************************************************
 CZ1390  DESIGNATION -  VAL
 CZ1390  PID         -  CZ1390
 CZ1390  STATE/COUNTY-  AZ/PINAL
 CZ1390  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1390
 CZ1390                         *CURRENT SURVEY CONTROL
 CZ1390  ___________________________________________________________________
 CZ1390* NAD 83(1992)-  32 56 45.79278(N)    111 42 25.76872(W)     ADJUSTED  
 CZ1390* NAVD 88     -       443.96   (+/-2cm)    1456.6    (feet)  VERTCON   
 CZ1390  ___________________________________________________________________
 CZ1390  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CZ1390  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1390  HORZ ORDER  -  SECOND
 CZ1390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1390
 CZ1390.The horizontal coordinates were established by classical geodetic methods
 CZ1390.and adjusted by the National Geodetic Survey in August 1993.
 CZ1390
 CZ1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1390.The vertical order pertains to the NGVD 29 superseded value.
 CZ1390
 CZ1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1390
 CZ1390.The geoid height was determined by GEOID03.
 CZ1390
 CZ1390;                    North         East     Units Scale Factor Converg.
 CZ1390;SPC AZ C     -   215,788.743   232,949.226   MT  0.99990473   +0 06 50.2
 CZ1390;SPC AZ C     -   707,968.32    764,269.11   iFT  0.99990473   +0 06 50.2
 CZ1390;UTM  12      - 3,645,528.312   433,899.385   MT  0.99965387   -0 23 04.6
 CZ1390
 CZ1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1390!SPC AZ C     -   0.99993502  x   0.99990473  =   0.99983975
 CZ1390!UTM  12      -   0.99993502  x   0.99965387  =   0.99958891
 CZ1390
 CZ1390:                Primary Azimuth Mark                     Grid Az
 CZ1390:SPC AZ C     -  SACATON PEAK AIR BEACON                  025 23 25.8
 CZ1390:UTM  12      -  SACATON PEAK AIR BEACON                  025 53 20.6
 CZ1390
 CZ1390|---------------------------------------------------------------------|
 CZ1390| PID    Reference Object                     Distance      Geod. Az  |
 CZ1390|                                                           dddmmss.s |
 CZ1390| DU2118 SACATON PEAK AIR BEACON             APPROX. 7.0 KM 0253016.0 |
 CZ1390| CZ1391 VAL AZ MK                                          1455341.3 |
 CZ1390| CZ2045 CASA GRANDE RAD STA KPIN MAST       APPROX. 9.4 KM 1942501.7 |
 CZ1390| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX. 8.8 KM 2084635.7 |
 CZ1390| CZ1389 VAL RM 1                             45.800 METERS 24205     |
 CZ1390| CZ1388 VAL RM 2                             18.216 METERS 32609     |
 CZ1390|---------------------------------------------------------------------|
 CZ1390
 CZ1390                          SUPERSEDED SURVEY CONTROL
 CZ1390
 CZ1390  NAD 83(1986)-  32 56 45.78654(N)    111 42 25.77056(W) AD(       ) 2
 CZ1390  NAD 27      -  32 56 45.57810(N)    111 42 23.30220(W) AD(       ) 2
 CZ1390  NGVD 29 (??/??/92)  443.425  (m)         1454.80   (f) ADJ UNCH    2 0
 CZ1390
 CZ1390.Superseded values are not recommended for survey control.
 CZ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1390.See file dsdata.txt to determine how the superseded data were derived.
 CZ1390
 CZ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3389945528(NAD 83)
 CZ1390_MARKER: DS = TRIANGULATION STATION DISK
 CZ1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1390_STAMPING: VAL 1962
 CZ1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1390+STABILITY: SURFACE MOTION
 CZ1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1390+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1390
 CZ1390  HISTORY     - Date     Condition        Report By
 CZ1390  HISTORY     - 1962     MONUMENTED       CGS
 CZ1390  HISTORY     - 1962     GOOD             CGS
 CZ1390  HISTORY     - 1972     GOOD             AZHD
 CZ1390  HISTORY     - 1977     GOOD             USGS
 CZ1390  HISTORY     - 20030324 GOOD             MHD
 CZ1390  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1390
 CZ1390                          STATION DESCRIPTION
 CZ1390
 CZ1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1390'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF CASA GRANDE,
 CZ1390'ABOUT 1/2 MILE NORTH OF AN EAST AND WEST DIRT ROAD AND JUST
 CZ1390'WEST OF A NORTH AND SOUTH TRACK ROAD IN THE MEDIAN OF THE
 CZ1390'PROPOSED INTERSTATE HIGHWAY IN SECTION 35, T5S, R6E.
 CZ1390'
 CZ1390'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1390'EAST FOR 2 BLOCKS TO MARSHALL STREET, TURN LEFT AND GO NORTHERLY
 CZ1390'FOR 0.25 MILE TO FLORENCE BLVD, TURN RIGHT AND GO EAST ON
 CZ1390'FLORENCE BLVD. FOR 0.65 MILE TO TREKELL ROAD, TURN LEFT AND GO
 CZ1390'NORTH ON TREKELL ROAD FOR 3.0 MILES TO A CROSSROAD (RODEO
 CZ1390'ROAD), TURN RIGHT AND GO EAST FOR 1.0 MILE, TURN LEFT AND
 CZ1390'GO NORTH FOR 1.0 MILE, TURN RIGHT AND GO EAST FOR 0.55 MILE TO
 CZ1390'PIPELINE CROSSING, TURN LEFT ON A TRACK ROAD AND GO NORTHEAST
 CZ1390'AND NORTH FOLLOWING MAIN TRACK ROAD FOR 0.7 MILE TO THE
 CZ1390'STATION AS DESCRIBED.
 CZ1390'
 CZ1390'STATION MARK, A STANDARD TRAVERSE DISK IS SET IN TOP OF A
 CZ1390'ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS
 CZ1390'STAMPED VAL 1962.  THE MARK IS 42 FEET WEST OF A TRACK ROAD
 CZ1390'AND 3 FEET NORTHEAST OF A WITNESS POST.
 CZ1390'
 CZ1390'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 CZ1390'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 CZ1390'STAMPED VAL NO 1 1962.  THE MARK IS 147 FEET SOUTHWEST OF A
 CZ1390'WITNESS POST AND 1 FOOT EAST OF A YELLOW 2 X 4 WITNESS POST.
 CZ1390'
 CZ1390'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 CZ1390'ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS
 CZ1390'STAMPED VAL NO 2 1962.  THE MARK IS 59 FEET NORTHWEST OF A
 CZ1390'WITNESS POST, 1 FOOT SOUTHEAST OF A YELLOW 2 X 4 WITNESS POST
 CZ1390'AND IN THE CENTERLINE OF PROPOSED INTERSTATE HIGHWAY.
 CZ1390'
 CZ1390'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 CZ1390'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED
 CZ1390'VAL 1962.  THE MARK IS 2 FEET NORTHWEST OF A WITNESS POST AND
 CZ1390'IN THE PROPOSED CENTERLINE OF INTERSTATE HIGHWAY.
 CZ1390'
 CZ1390'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 CZ1390'ON MEDIAN OF THE PROPOSED INTERSTATE HIGHWAY FOR 0.5 MILE
 CZ1390'TO THE MARK AS DESCRIBED.
 CZ1390'
 CZ1390'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 CZ1390
 CZ1390                          STATION RECOVERY (1962)
 CZ1390
 CZ1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ1390'9.0 MI NE FROM CASA GRANDE.
 CZ1390'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1390'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1390'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1390'CANAL FOR 2.05 MILES TO CROSSROADS, THENCE NORTHWEST ALONG THE DIRT
 CZ1390'ROAD FOR 2.85 MILES TO THE MARK, 150 FT EAST OF R.M. NO. 1, 59.8 FT.
 CZ1390'SOUTH OF R.M. NO 2, 2.0 FT. WEST OF STEEL WITNESS POST, A STANDARD
 CZ1390'DISK SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CZ1390
 CZ1390                          STATION RECOVERY (1972)
 CZ1390
 CZ1390'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1390'GENERAL LOCATION 6 MILES NORTHEAST OF CASA GRANDE
 CZ1390'
 CZ1390'TO REACH DESCRIPTION O.K.
 CZ1390'
 CZ1390'STATION MARK CONDITION IS GOOD
 CZ1390'
 CZ1390'REFERENCE MARKS R.M.-1 GOOD - R.M.-2 HAS BEEN DESTROYED
 CZ1390'
 CZ1390'AZIMUTH MARK CONDITION GOOD.
 CZ1390
 CZ1390                          STATION RECOVERY (1977)
 CZ1390
 CZ1390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (MAC)
 CZ1390'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CZ1390
 CZ1390                          STATION RECOVERY (2003)
 CZ1390
 CZ1390'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (JHD)
 CZ1390'RECOVERED IN GOOD CONDITION.
 CZ1390
 CZ1390                          STATION RECOVERY (2007)
 CZ1390
 CZ1390'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1391 ***********************************************************************
 CZ1391  DESIGNATION -  VAL AZ MK
 CZ1391  PID         -  CZ1391
 CZ1391  STATE/COUNTY-  AZ/PINAL
 CZ1391  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1391
 CZ1391                         *CURRENT SURVEY CONTROL
 CZ1391  ___________________________________________________________________
 CZ1391* NAD 83(1986)-  32 56 20.     (N)    111 42 05.     (W)     SCALED    
 CZ1391* NAVD 88     -       439.88   (+/-2cm)    1443.2    (feet)  VERTCON   
 CZ1391  ___________________________________________________________________
 CZ1391  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CZ1391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1391
 CZ1391.The horizontal coordinates were scaled from a topographic map and have
 CZ1391.an estimated accuracy of +/- 6 seconds.
 CZ1391
 CZ1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1391.The vertical order pertains to the NGVD 29 superseded value.
 CZ1391
 CZ1391.The geoid height was determined by GEOID03.
 CZ1391
 CZ1391;                    North         East    Units  Estimated Accuracy
 CZ1391;SPC AZ C     -   215,000.      233,490.      MT  (+/- 180 meters Scaled)
 CZ1391
 CZ1391                          SUPERSEDED SURVEY CONTROL
 CZ1391
 CZ1391  NGVD 29 (??/??/92)  439.346  (m)         1441.42   (f) ADJ UNCH    2 0
 CZ1391
 CZ1391.Superseded values are not recommended for survey control.
 CZ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1391.See file dsdata.txt to determine how the superseded data were derived.
 CZ1391
 CZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB344447(NAD 83)
 CZ1391_MARKER: DZ = AZIMUTH MARK DISK
 CZ1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1391_STAMPING: VAL 1962
 CZ1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1391+STABILITY: SURFACE MOTION
 CZ1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1391+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1391
 CZ1391  HISTORY     - Date     Condition        Report By
 CZ1391  HISTORY     - 1962     MONUMENTED       CGS
 CZ1391  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1391
 CZ1391                          STATION DESCRIPTION
 CZ1391
 CZ1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1391'8.4 MI NE FROM CASA GRANDE.
 CZ1391'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1391'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1391'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1391'CANAL FOR 2.05 MILES TO CROSSROADS, THENCE NORTHWEST ALONG THE DIRT
 CZ1391'ROAD FOR 2.25 MILES TO THE MARK SET IN THE CENTER OF THE DIRT ROAD,
 CZ1391'1.5 FT. NORTH OF A STEEL WITNESS POST, A STANDARD DISK SET IN TOP OF A
 CZ1391'CONCRETE POST PROJECTING 8 INCHES.
 CZ1391
 CZ1391                          STATION RECOVERY (2007)
 CZ1391
 CZ1391'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1389 ***********************************************************************
 CZ1389  DESIGNATION -  VAL RM 1
 CZ1389  PID         -  CZ1389
 CZ1389  STATE/COUNTY-  AZ/PINAL
 CZ1389  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1389
 CZ1389                         *CURRENT SURVEY CONTROL
 CZ1389  ___________________________________________________________________
 CZ1389* NAD 83(1986)-  32 56 45.     (N)    111 42 25.     (W)     SCALED    
 CZ1389* NAVD 88     -       443.64   (+/-2cm)    1455.5    (feet)  VERTCON   
 CZ1389  ___________________________________________________________________
 CZ1389  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1389
 CZ1389.The horizontal coordinates were scaled from a topographic map and have
 CZ1389.an estimated accuracy of +/- 6 seconds.
 CZ1389
 CZ1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1389.The vertical order pertains to the NGVD 29 superseded value.
 CZ1389
 CZ1389.The geoid height was determined by GEOID03.
 CZ1389
 CZ1389;                    North         East    Units  Estimated Accuracy
 CZ1389;SPC AZ C     -   215,760.      232,970.      MT  (+/- 180 meters Scaled)
 CZ1389
 CZ1389                          SUPERSEDED SURVEY CONTROL
 CZ1389
 CZ1389  NGVD 29 (??/??/92)  443.107  (m)         1453.76   (f) ADJ UNCH    2 0
 CZ1389
 CZ1389.Superseded values are not recommended for survey control.
 CZ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1389.See file dsdata.txt to determine how the superseded data were derived.
 CZ1389
 CZ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB339455(NAD 83)
 CZ1389_MARKER: DR = REFERENCE MARK DISK
 CZ1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1389_STAMPING: VAL NO. 1 1962
 CZ1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1389+STABILITY: SURFACE MOTION
 CZ1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1389+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2007
 CZ1389
 CZ1389  HISTORY     - Date     Condition        Report By
 CZ1389  HISTORY     - 1962     MONUMENTED       CGS
 CZ1389  HISTORY     - 20070314 GOOD             GEOCAC
 CZ1389
 CZ1389                          STATION DESCRIPTION
 CZ1389
 CZ1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1389'9.0 MI NE FROM CASA GRANDE.
 CZ1389'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1389'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1389'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1389'CANAL FOR 2.05 MILES TO CROSSROADS, THENCE NORTHWEST ALONG THE DIRT
 CZ1389'ROAD FOR 2.85 MILES TO THE MARK, 150.2 FT. WEST OF STATION VAL, 1.0
 CZ1389'FT. EAST OF A YELLOW WITNESS POST, 148 FT WEST OF A STEEL WITNESS
 CZ1389'POST, A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 8
 CZ1389'INCHES.
 CZ1389
 CZ1389                          STATION RECOVERY (2007)
 CZ1389
 CZ1389'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1388 ***********************************************************************
 CZ1388  DESIGNATION -  VAL RM 2
 CZ1388  PID         -  CZ1388
 CZ1388  STATE/COUNTY-  AZ/PINAL
 CZ1388  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1388
 CZ1388                         *CURRENT SURVEY CONTROL
 CZ1388  ___________________________________________________________________
 CZ1388* NAD 83(1986)-  32 56 45.     (N)    111 42 24.     (W)     SCALED    
 CZ1388* NAVD 88     -       443.91   (+/-2cm)    1456.4    (feet)  VERTCON   
 CZ1388  ___________________________________________________________________
 CZ1388  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CZ1388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1388
 CZ1388.The horizontal coordinates were scaled from a topographic map and have
 CZ1388.an estimated accuracy of +/- 6 seconds.
 CZ1388
 CZ1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1388.The vertical order pertains to the NGVD 29 superseded value.
 CZ1388
 CZ1388.The geoid height was determined by GEOID03.
 CZ1388
 CZ1388;                    North         East    Units  Estimated Accuracy
 CZ1388;SPC AZ C     -   215,760.      233,000.      MT  (+/- 180 meters Scaled)
 CZ1388
 CZ1388                          SUPERSEDED SURVEY CONTROL
 CZ1388
 CZ1388  NGVD 29 (??/??/92)  443.374  (m)         1454.64   (f) ADJ UNCH    2 0
 CZ1388
 CZ1388.Superseded values are not recommended for survey control.
 CZ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1388.See file dsdata.txt to determine how the superseded data were derived.
 CZ1388
 CZ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB339455(NAD 83)
 CZ1388_MARKER: DR = REFERENCE MARK DISK
 CZ1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1388_STAMPING: VAL NO. 2 1962
 CZ1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1388+STABILITY: SURFACE MOTION
 CZ1388
 CZ1388  HISTORY     - Date     Condition        Report By
 CZ1388  HISTORY     - 1962     MONUMENTED       CGS
 CZ1388  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1388
 CZ1388                          STATION DESCRIPTION
 CZ1388
 CZ1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1388'9.0 MI NE FROM CASA GRANDE.
 CZ1388'0.2 MILES EAST ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE,
 CZ1388'THENCE 0.2 MILES NORTH ALONG MARSHALL STREET, THENCE 3.7 MILES EAST ON
 CZ1388'FLORENCE BLVD. TO A CANAL, THENCE NORTH ALONG THE EAST SIDE OF THE
 CZ1388'CANAL FOR 2.05 MILES TO CROSSROADS, THENCE NORTHWEST ALONG THE DIRT
 CZ1388'ROAD FOR 2.85 MILES TO THE MARK, 0.8 FT. SOUTH OF A YELLOW WITNESS
 CZ1388'POST, 59.8 FT. NORTH OF STATION VAL, 59.0 FT. NORTH OF A STEEL WITNESS
 CZ1388'POST, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CZ1388'INCHES.
 CZ1388
 CZ1388                          STATION RECOVERY (2007)
 CZ1388
 CZ1388'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1388'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2151 ***********************************************************************
 DU2151  DESIGNATION -  VAL VISTA
 DU2151  PID         -  DU2151
 DU2151  STATE/COUNTY-  AZ/MARICOPA
 DU2151  USGS QUAD   -  MESA (1982)
 DU2151
 DU2151                         *CURRENT SURVEY CONTROL
 DU2151  ___________________________________________________________________
 DU2151* NAD 83(1992)-  33 28 29.00136(N)    111 45 06.61501(W)     ADJUSTED  
 DU2151* NAVD 88     -       410.4    (meters)    1346.     (feet)  VERTCON   
 DU2151  ___________________________________________________________________
 DU2151  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DU2151  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU2151  HORZ ORDER  -  FIRST
 DU2151
 DU2151.The horizontal coordinates were established by classical geodetic methods
 DU2151.and adjusted by the National Geodetic Survey in August 1993.
 DU2151
 DU2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2151
 DU2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2151
 DU2151.The geoid height was determined by GEOID03.
 DU2151
 DU2151;                    North         East     Units Scale Factor Converg.
 DU2151;SPC AZ C     -   274,409.293   228,679.272   MT  0.99990289   +0 05 27.3
 DU2151;SPC AZ C     -   900,292.96    750,260.08   iFT  0.99990289   +0 05 27.3
 DU2151;UTM  12      - 3,704,169.552   430,144.210   MT  0.99966016   -0 24 52.9
 DU2151
 DU2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2151!SPC AZ C     -   0.99994022  x   0.99990289  =   0.99984312
 DU2151!UTM  12      -   0.99994022  x   0.99966016  =   0.99960040
 DU2151
 DU2151:                Primary Azimuth Mark                     Grid Az
 DU2151:SPC AZ C     -  VAL VISTA AZ MK                          044 57 28.1
 DU2151:UTM  12      -  VAL VISTA AZ MK                          045 27 48.3
 DU2151
 DU2151|---------------------------------------------------------------------|
 DU2151| PID    Reference Object                     Distance      Geod. Az  |
 DU2151|                                                           dddmmss.s |
 DU2151| CH5644 VAL VISTA AZ MK                                    0450255.4 |
 DU2151| CH5645 VAL VISTA RM 1                       18.925 METERS 18321     |
 DU2151| DU2152 MESA MUNICIPAL TANK 3               APPROX. 9.5 KM 2180239.6 |
 DU2151| DU2150 MESA MUNICIPAL TANK 1               APPROX. 9.5 KM 2305323.3 |
 DU2151| DU2149 MESA MUNICIPAL TANK 2               APPROX. 9.4 KM 2310858.2 |
 DU2151| CH5646 VAL VISTA RM 2                       27.005 METERS 26002     |
 DU2151|---------------------------------------------------------------------|
 DU2151
 DU2151                          SUPERSEDED SURVEY CONTROL
 DU2151
 DU2151  NAD 83(1986)-  33 28 28.99599(N)    111 45 06.61826(W) AD(       ) 1
 DU2151  NAD 27      -  33 28 28.83390(N)    111 45 04.11720(W) AD(       ) 1
 DU2151  NGVD 29 (07/19/86)  409.8    (m)         1344.     (f) VERT ANG    3  
 DU2151
 DU2151.Superseded values are not recommended for survey control.
 DU2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2151.See file dsdata.txt to determine how the superseded data were derived.
 DU2151
 DU2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3014404170(NAD 83)
 DU2151_MARKER: DS = TRIANGULATION STATION DISK
 DU2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2151+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2006
 DU2151
 DU2151  HISTORY     - Date     Condition        Report By
 DU2151  HISTORY     - 1935     MONUMENTED       CGS
 DU2151  HISTORY     - 1956     GOOD             AMS
 DU2151  HISTORY     - 1963     GOOD             CGS
 DU2151  HISTORY     - 20061110 GOOD             GEOCAC
 DU2151
 DU2151                          STATION DESCRIPTION
 DU2151
 DU2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2151'ABOUT 6 MILES, AIR LINE, NORTHEAST OF MESA, ABOUT 1 MILE,
 DU2151'AIR LINE, SOUTH OF THE SALT RIVER, ON THE MESA SOUTH OF THE
 DU2151'SALT RIVER, ABOUT 200 FEET SOUTH OF THE MESA RIM, AND ABOUT
 DU2151'200 YARDS WEST OF THE ROOSEVELT CONSERVATION CANAL, ABOUT
 DU2151'200 YARDS NORTH OF THE HOUSE ON THE MUNGER PROPERTY.  MARKED
 DU2151'BY A STANDARD BRONZE DISKS.
 DU2151'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DU2151'IS 18.932 METERS (62.11 FEET) FROM STATION
 DU2151'S 03 DEG 23 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE
 DU2151'REFERENCE DISK, IS 27.004 METERS (88.60 FEET) FROM
 DU2151'STATION S 80 DEG 04 MIN W.  THE AZMUTH MARK IS A
 DU2151'3-INCH BRONZE DISK WITH A CROSS MARKED IN ITS CENTER, SET IN
 DU2151'THE CONCRETE HEADGATE OF AN IRRIGATION DITCH THAT RUNS
 DU2151'NORTH AND SOUTH, ABOUT 200 YARDS FROM STATION, AND
 DU2151'N 45 DEG 03 MIN E.
 DU2151
 DU2151                          STATION RECOVERY (1956)
 DU2151
 DU2151'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DU2151'STATION RECOVERED AS DESCRIBED.
 DU2151'
 DU2151'REFERENCE MARK 1 FOUND IN GOOD CONDITION.
 DU2151'
 DU2151'REFERENCE MARK 2 FOUND IN GOOD CONDITION.
 DU2151'
 DU2151'AZIMUTH MARK RECOVERED AS DESCRIBED.
 DU2151
 DU2151                          STATION RECOVERY (1963)
 DU2151
 DU2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DU2151'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 DU2151'GOOD CONDITION.  THE DISTANCE TO THE REFERENCES MARKS WERE
 DU2151'CHECKED, A SLIGHT DIFFERENCE WAS FOUND TO REFERENCE MARK
 DU2151'NO DATA WAS AVAILABLE TO CHECK THE DIRECTIONS.
 DU2151'
 DU2151'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DU2151'
 DU2151'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MESA,
 DU2151'ABOUT 1.0 MILE SOUTH OF THE SALT RIVER AND ABOUT 200 YARDS
 DU2151'WEST OF THE ROOSEVELT CONSERVATION CANAL.
 DU2151'
 DU2151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87
 DU2151'(COUNTRY CLUB DRIVE) AND MC KELLIPS ROAD ABOUT 2.5 MILES
 DU2151'NORTH OF MESA, GO EAST ON MC KELLIPS ROAD FOR 5.0 MILES TO
 DU2151'VAL VISTA DRIVE, TURN LEFT, GO NORTH ON VAL VISTA DRIVE FOR
 DU2151'1.5 MILES TO FORKS, TAKE RIGHT FORK, GO EAST ALONG NORTH SIDE OF
 DU2151'A WHITE BOARD FENCE FOR 0.05 MILE TO A TRACK ROAD LEFT, TURN
 DU2151'LEFT, GO NORTH ON TRACK ROAD FOR 0.1 MILE TO THE STATION
 DU2151'ON LEFT.
 DU2151'
 DU2151'STATION, A STANDARD TRIANGULATION DISK SET IN THE TOP OF A
 DU2151'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND
 DU2151'STAMPED VAL VISTA 1935.  THE MARK IS 96 FEET SOUTH-SOUTHWEST
 DU2151'OF TRACK ROAD INTERSECTION, 86 FEET SOUTH OF CENTER OF TRACK
 DU2151'ROAD AND 17.5 FEET WEST OF TRACK ROAD.
 DU2151'
 DU2151'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 DU2151'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES
 DU2151'AND STAMPED VAL VISTA NO 1 1935.  THE MARK IS 22 FEET WEST
 DU2151'OF CENTER OF TRACK ROAD.
 DU2151'
 DU2151'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 DU2151'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 DU2151'AND STAMPED VAL VISTA NO 2 1935.  THE MARK IS 106 FEET WEST
 DU2151'OF CENTER OF TRACK ROAD AND 42 FEET NORTH OF TRACK ROAD.
 DU2151'
 DU2151'AZIMUTH MARK, A 3 INCH BRONZE DISK WITH CROSS IN CENTER SET
 DU2151'IN A DRILL HOLE IN THE WEST END OF A CONCRETE HEADWALL OF A
 DU2151'CANAL GATE.
 DU2151'
 DU2151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRACK
 DU2151'ROAD FOR 1.0 MILE TO T ROAD, TURN LEFT, GO EAST FOR 0.15
 DU2151'MILE TO T ROAD AND CANAL, TURN LEFT, GO SOUTH ALONG WEST
 DU2151'SIDE OF CANAL FOR 0.2 MILE TO CANAL GATE AND MARK.
 DU2151
 DU2151                          STATION RECOVERY (2006)
 DU2151
 DU2151'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1942 ***********************************************************************
 AI1942  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1942  DESIGNATION -  VALDEZ
 AI1942  PID         -  AI1942
 AI1942  STATE/COUNTY-  AZ/MARICOPA
 AI1942  USGS QUAD   -  GILLESPIE (1984)
 AI1942
 AI1942                         *CURRENT SURVEY CONTROL
 AI1942  ___________________________________________________________________
 AI1942* NAD 83(2007)-  33 15 48.80930(N)    112 56 57.26942(W)     ADJUSTED  
 AI1942* NAVD 88     -       342.91   (meters)    1125.0    (feet)  GPS OBS   
 AI1942  ___________________________________________________________________
 AI1942  EPOCH DATE  -        2007.00
 AI1942  X           -  -2,081,664.928 (meters)                     COMP
 AI1942  Y           -  -4,916,199.786 (meters)                     COMP
 AI1942  Z           -   3,478,607.617 (meters)                     COMP
 AI1942  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AI1942  ELLIP HEIGHT-         311.781 (meters)          (02/10/07) ADJUSTED
 AI1942  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AI1942
 AI1942  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1942  Type    PID    Designation                      North   East  Ellip
 AI1942  -------------------------------------------------------------------
 AI1942  NETWORK AI1942 VALDEZ                            0.41   0.37   0.86
 AI1942  -------------------------------------------------------------------
 AI1942
 AI1942.The horizontal coordinates were established by GPS observations
 AI1942.and adjusted by the National Geodetic Survey in February 2007.
 AI1942
 AI1942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1942.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1942.The horizontal coordinates are valid at the epoch date displayed above.
 AI1942.The epoch date for horizontal control is a decimal equivalence
 AI1942.of Year/Month/Day.
 AI1942
 AI1942.The orthometric height was determined by GPS observations and a
 AI1942.high-resolution geoid model.
 AI1942.The orthometric height was determined by GPS observations and a
 AI1942.high-resolution geoid model using precise GPS observation and
 AI1942.processing techniques.
 AI1942
 AI1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1942
 AI1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1942
 AI1942.The ellipsoidal height was determined by GPS observations
 AI1942.and is referenced to NAD 83.
 AI1942
 AI1942.The geoid height was determined by GEOID03.
 AI1942
 AI1942;                    North         East     Units Scale Factor Converg.
 AI1942;SPC AZ C     -   251,454.511   117,158.014   MT  1.00001407   -0 33 59.0
 AI1942;SPC AZ C     -   824,981.99    384,376.69   iFT  1.00001407   -0 33 59.0
 AI1942;UTM  12      - 3,682,200.004   318,439.227   MT  1.00000644   -1 04 10.0
 AI1942
 AI1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1942!SPC AZ C     -   0.99995105  x   1.00001407  =   0.99996512
 AI1942!UTM  12      -   0.99995105  x   1.00000644  =   0.99995749
 AI1942
 AI1942                          SUPERSEDED SURVEY CONTROL
 AI1942
 AI1942  NAD 83(1992)-  33 15 48.80849(N)    112 56 57.26930(W) AD(       ) A
 AI1942  ELLIP H (09/30/99)  311.810  (m)                       GP(       ) 3 1
 AI1942
 AI1942.Superseded values are not recommended for survey control.
 AI1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1942.See file dsdata.txt to determine how the superseded data were derived.
 AI1942
 AI1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB1843982200(NAD 83)
 AI1942_MARKER: DD = SURVEY DISK
 AI1942_SETTING: 66 = SET IN ROCK OUTCROP
 AI1942_STAMPING: VALDEZ 1999
 AI1942_MARK LOGO: MCDOT 
 AI1942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1942+STABILITY: POSITION/ELEVATION WELL
 AI1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1942+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2000
 AI1942
 AI1942  HISTORY     - Date     Condition        Report By
 AI1942  HISTORY     - 1999     MONUMENTED       AZ-013
 AI1942  HISTORY     - 20000424 GOOD             MCDOT
 AI1942
 AI1942                          STATION DESCRIPTION
 AI1942
 AI1942'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999 (BD)
 AI1942'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) WEST-SOUTHWEST OF
 AI1942'BUCKEYE.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 AI1942'INTERSECTION OF OLD U.S. HIGHWAY 80 AND AGUA CALIENTE ROAD, GO
 AI1942'WESTERLY FOR 0.65 MI (1.05 KM) ON AGUA CALIENTE ROAD TO THE END OF
 AI1942'PAVEMENT AND SIGN (AGUA CALIENTE).  TURN RIGHT AND GO NORTHERLY FOR
 AI1942'8.6 MI (13.8 KM) ON OLD AGUA CALIENTE ROAD TO A DIRT ROAD LEFT.  TURN
 AI1942'LEFT AND GO SOUTH FOR 1 MI (1.6 KM) ON THE DIRT ROAD TO A DIM BLADED
 AI1942'ROAD.  TURN RIGHT AND GO 0.3 MI (0.5 KM) ON THE DIM ROAD TO A SANDY
 AI1942'WASH.  CONTINUE AHEAD FOR 0.35 MI (5.6 KM) TO THE END OF TRUCK TRAVEL
 AI1942'AND THE STATION ON RIGHT, AT THE TOP OF A HILL.  THE STATION IS A DISK
 AI1942'SET IN ROCK OUTCROP ON THE EASTERN AND LOWER ONE OF TWO HILL TOPS, 2
 AI1942'FT (0.6 M) NORTH FROM A SMALL ROCK CAIRN AND 4 FT (1.2 M) LOWER AND
 AI1942'NORTH FROM THE TOP OF HILL.
 AI1942
 AI1942                          STATION RECOVERY (2000)
 AI1942
 AI1942'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI1942'RECOVERED AS DESCRIBED
 AI1942'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AI1942'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0898 ***********************************************************************
 DW0898  DESIGNATION -  VALEN
 DW0898  PID         -  DW0898
 DW0898  STATE/COUNTY-  AZ/LA PAZ
 DW0898  USGS QUAD   -  MOON MTN SE (1971)
 DW0898
 DW0898                         *CURRENT SURVEY CONTROL
 DW0898  ___________________________________________________________________
 DW0898* NAD 83(1992)-  33 49 21.83921(N)    114 20 33.74542(W)     ADJUSTED  
 DW0898* NAVD 88     -       433.7    (meters)    1423.     (feet)  VERTCON   
 DW0898  ___________________________________________________________________
 DW0898  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DW0898  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DW0898  HORZ ORDER  -  SECOND
 DW0898
 DW0898.The horizontal coordinates were established by classical geodetic methods
 DW0898.and adjusted by the National Geodetic Survey in August 1993.
 DW0898
 DW0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0898
 DW0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0898
 DW0898.The geoid height was determined by GEOID03.
 DW0898
 DW0898;                    North         East     Units Scale Factor Converg.
 DW0898;SPC AZ W     -   313,161.638   158,492.687   MT  0.99997043   -0 19 47.7
 DW0898;SPC AZ W     - 1,027,433.20    519,989.13   iFT  0.99997043   -0 19 47.7
 DW0898;UTM  11      - 3,745,677.123   745,937.607   MT  1.00034571   +1 28 47.5
 DW0898
 DW0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0898!SPC AZ W     -   0.99993691  x   0.99997043  =   0.99990735
 DW0898!UTM  11      -   0.99993691  x   1.00034571  =   1.00028260
 DW0898
 DW0898|---------------------------------------------------------------------|
 DW0898| PID    Reference Object                     Distance      Geod. Az  |
 DW0898|                                                           dddmmss.s |
 DW0898| CF1683 VALEN RM 1                            4.605 METERS 11031     |
 DW0898| CF0726 T5N R20W SEC 17 AP 19 CRIR                         1864053.2 |
 DW0898| CF1684 VALEN RM 2                            5.737 METERS 27357     |
 DW0898|---------------------------------------------------------------------|
 DW0898
 DW0898                          SUPERSEDED SURVEY CONTROL
 DW0898
 DW0898  NAD 83(1986)-  33 49 21.83926(N)    114 20 33.75033(W) AD(       ) 2
 DW0898  NAD 27      -  33 49 21.76200(N)    114 20 30.93600(W) AD(       ) 2
 DW0898  NGVD 29 (07/19/86)  433.1    (m)         1421.     (f) VERT ANG    3  
 DW0898
 DW0898.Superseded values are not recommended for survey control.
 DW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0898.See file dsdata.txt to determine how the superseded data were derived.
 DW0898
 DW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT4593845677(NAD 83)
 DW0898_MARKER: DS = TRIANGULATION STATION DISK
 DW0898_SETTING: 66 = SET IN ROCK OUTCROP
 DW0898
 DW0898  HISTORY     - Date     Condition        Report By
 DW0898  HISTORY     - 1949     MONUMENTED       CGS
 DW0898
 DW0898                          STATION DESCRIPTION
 DW0898
 DW0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0898'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTHEAST
 DW0898'SPUR OF THE DOME ROCK MOUNTAINS, ABOUT 22 MILES AIRLINE
 DW0898'NORTHEAST OF BLYTHE AND ABOUT 12 MILES AIRLINE NORTH-NORTHWEST
 DW0898'OF QUARTZSITE.  THE STATION MARK IS SET FLUSH WITH THE GROUND
 DW0898'AND IS STAMPED, VALEN 1948.
 DW0898'
 DW0898'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 DW0898'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, VALEN NO 1
 DW0898'1948.
 DW0898'
 DW0898'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DW0898'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, VALEN NO 2
 DW0898'1948.
 DW0898'
 DW0898'THE AZIMUTH MARK IS LOCATED ON THE NORTH RIM OF A SMALL
 DW0898'RIDGE, 70 YARDS SOUTH OF THE CENTER OF A LARGE WASH, 4 FEET
 DW0898'WEST OF A WHITE WITNESS POST AND 3 FEET EAST OF A CAIRN.  IT
 DW0898'IS A U.S. GENERAL LAND OFFICE SURVEY BRASS CAP 3-1/2 INCHES
 DW0898'IN DIAMETER MOUNTED ON A 3 INCH IRON PIPE WHICH PROJECTS 18
 DW0898'INCHES AND STAMPED, C R I R AP19 1912.
 DW0898'
 DW0898'TO REACH THE STATION FROM THE POST OFFICE IN QUARTZSITE, GO
 DW0898'EAST ON U.S. HIGHWAY 60 AND 70 FOR 0.1 MILE TO GRADED ROAD LEFT,
 DW0898'NORTH.  TURN LEFT AND FOLLOW GRADED ROAD FOR 1.55 MILE TO FORK.
 DW0898'TAKE LEFT FORK AND GO 3.6 MILES TO FORK.  TAKE LEFT FORK AND GO
 DW0898'2.9 MILES TO FORK.  TAKE RIGHT FORK AND GO 3.25 MILES TO FORK.
 DW0898'TAKE LEFT FORK AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 DW0898'AS DESCRIBED ABOVE.  CONTINUE FOR 0.25 MILE TO FORK.  TAKE
 DW0898'RIGHT FORK FOR 1.9 MILE TO DIM FORK JUST BEFORE CROSSING WASH.
 DW0898'TURN RIGHT, NORTH, ON DIM TRACK ROAD AND GO 0.15 MILE ONTO
 DW0898'TOP OF SMALL RIDGE.  CONTINUE NORTHEASTERLY ACROSS FLAT ABOUT
 DW0898'0.5 MILE TO THE BASE OF HILLS AND THE END OF TRUCK
 DW0898'TRAVEL. HERE PACK NORTH UP RIDGE TO THE HIGHEST POINT AND
 DW0898'STATION AS DESCRIBED ABOVE.  A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0662 ***********************************************************************
 FR0662  DESIGNATION -  VALLEY
 FR0662  PID         -  FR0662
 FR0662  STATE/COUNTY-  AZ/MOHAVE
 FR0662  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0662
 FR0662                         *CURRENT SURVEY CONTROL
 FR0662  ___________________________________________________________________
 FR0662* NAD 83(1992)-  35 30 08.54801(N)    113 50 32.84704(W)     ADJUSTED  
 FR0662* NAVD 88     -       947.026  (meters)    3107.03   (feet)  POSTED    
 FR0662  ___________________________________________________________________
 FR0662  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 FR0662  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FR0662  DYNAMIC HT  -         945.930 (meters)    3103.44  (feet)  COMP
 FR0662  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 FR0662
 FR0662  HORZ ORDER  -  SECOND
 FR0662  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0662
 FR0662.The horizontal coordinates were established by classical geodetic methods
 FR0662.and adjusted by the National Geodetic Survey in August 1993.
 FR0662
 FR0662.The orthometric height was determined by differential leveling
 FR0662.and adjusted by the  in 1992.
 FR0662.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0662.rate of 1.1 thru 2.0 mm/km.
 FR0662
 FR0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0662
 FR0662.The geoid height was determined by GEOID03.
 FR0662
 FR0662.The dynamic height is computed by dividing the NAVD 88
 FR0662.geopotential number by the normal gravity value computed on the
 FR0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0662.degrees latitude (g = 980.6199 gals.).
 FR0662
 FR0662.The modeled gravity was interpolated from observed gravity values.
 FR0662
 FR0662;                    North         East     Units Scale Factor Converg.
 FR0662;SPC AZ W     -   499,325.244   204,972.191   MT  0.99993420   -0 03 13.3
 FR0662;SPC AZ W     - 1,638,206.18    672,480.94   iFT  0.99993420   -0 03 13.3
 FR0662;UTM  12      - 3,932,472.521   242,181.596   MT  1.00041921   -1 39 05.9
 FR0662
 FR0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0662!SPC AZ W     -   0.99985569  x   0.99993420  =   0.99978990
 FR0662!UTM  12      -   0.99985569  x   1.00041921  =   1.00027484
 FR0662
 FR0662|---------------------------------------------------------------------|
 FR0662| PID    Reference Object                     Distance      Geod. Az  |
 FR0662|                                                           dddmmss.s |
 FR0662| CH4469 VALLEY RM 3                           4.344 METERS 02512     |
 FR0662| FR0661 F 125                                19.374 METERS 06658     |
 FR0662| FR0530 VALLEY AZ MK                                       1470504.3 |
 FR0662| FR0663 VALLEY RM 1                          10.720 METERS 14934     |
 FR0662| CH4470 VALLEY RM 4                           6.172 METERS 30556     |
 FR0662|---------------------------------------------------------------------|
 FR0662
 FR0662                          SUPERSEDED SURVEY CONTROL
 FR0662
 FR0662  NAD 83(1986)-  35 30 08.54240(N)    113 50 32.84620(W) AD(       ) 2
 FR0662  NAD 27      -  35 30 08.58000(N)    113 50 30.03400(W) AD(       ) 2
 FR0662  NGVD 29 (??/??/92)  946.251  (m)         3104.49   (f) ADJ UNCH    1 1
 FR0662
 FR0662.Superseded values are not recommended for survey control.
 FR0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0662.See file dsdata.txt to determine how the superseded data were derived.
 FR0662
 FR0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE4218232473(NAD 83)
 FR0662_MARKER: DS = TRIANGULATION STATION DISK
 FR0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0662_STAMPING: VALLEY 1936
 FR0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0662+STABILITY: SURFACE MOTION
 FR0662
 FR0662  HISTORY     - Date     Condition        Report By
 FR0662  HISTORY     - 1936     MONUMENTED       CGS
 FR0662  HISTORY     - 1940     GOOD             NGS
 FR0662  HISTORY     - 1948     GOOD             CGS
 FR0662  HISTORY     - 1950     GOOD             CGS
 FR0662  HISTORY     - 1955     GOOD             CGS
 FR0662  HISTORY     - 1968     GOOD             AZHD
 FR0662  HISTORY     - 1968     GOOD             NGS
 FR0662  HISTORY     - 1972     POOR             NGS
 FR0662
 FR0662                          STATION DESCRIPTION
 FR0662
 FR0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0662'THE STATION IS ABOUT 10 MILES NORTHWEST BY AIRLINE FROM HACKBERRY,
 FR0662'A VILLAGE ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0662'IN THE HUALPAI VALLEY, ON THE SOUTH BOUNDARY OF HUALPAI RESERVATION
 FR0662'AND 88 FEET WEST OF A BLADED NORTH AND SOUTH ROAD.  THE STATION
 FR0662'MARK IS A STANDARD TRIANGULATION DISK CAST ON A 1-INCH BRONZE
 FR0662'ROD AND PROJECTING 8 INCHES ABOVE THE GROUND.
 FR0662'
 FR0662'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK MOUNTED
 FR0662'ON A 1-INCH BRONZE ROD, PROJECTING 10 INCHES ABOVE THE GROUND
 FR0662'AND SOUTHEAST OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD
 FR0662'U.S. COAST AND GEODETIC SURVEY BENCH MARK, STAMPED F 125 1935,
 FR0662'PROJECTING 4 INCHES ABOVE GROUND AND NORTHEAST OF THE STATION,
 FR0662'4 FEET WEST OF THE ROAD.  THE AZIMUTH MARK, SET INTO THE TOP OF A
 FR0662'SQUARE CONCRETE MONUMENT IS
 FR0662'SOUTHEAST OF THE STATION 0.3 MILE, 22 FEET WEST OF THE ROAD,
 FR0662'AND PROJECTING 6 INCHES ABOVE THE GROUND.
 FR0662'
 FR0662'THE STATION CAN BE REACHED FROM THE BRIDGE OVER HACKBERRY
 FR0662'WASH ON U.S. HIGHWAY 66, WHICH IS ON THE WEST SIDE OF HACKBERRY
 FR0662'BY GOING WEST 5.5 MILES TO A GATE AND SIGN P. AND M. MINE.
 FR0662'TURN NORTH ON A BLADED ROAD AFTER PASSING THROUGH THE GATE AND
 FR0662'GO 6.0 MILES TO A Y IN THE ROAD, TAKE THE RIGHT FORK AND GO
 FR0662'0.2 MILE, THE STATION BEING ON THE WEST SIDE OF THE HIGHWAY
 FR0662'88 FEET.
 FR0662'
 FR0662'A DRIVE STATION.  ALL OBJECTS VISIBLE FROM THE GROUND.
 FR0662
 FR0662                          STATION RECOVERY (1940)
 FR0662
 FR0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 FR0662'11.5 MI N FROM HACKBERRY.
 FR0662'11.5 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0662'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY 1.4 MILES
 FR0662'SOUTHEAST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 63 FEET
 FR0662'AT 65 DEG MAGNETIC FROM BENCH MARK F 125, DESCRIBED ABOVE, 22 FEET
 FR0662'SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF A WHITE
 FR0662'WOODEN WITNESS POST.  A STANDARD TRIANGULATION DISK, STAMPED VALLEY
 FR0662'1936 AND SET ON A BRONZE ROD IN THE TOP OF A CONCRETE POST PROJECTING
 FR0662'1.0 FOOT ABOVE GROUND.  NOTE-- TO REACH FROM THE ATCHISON TOPEKA AND
 FR0662'SANTA FE RAILROAD DEPOT IN KINGMAN, ARIZONA GO EAST ON U.S. HIGHWAY 66
 FR0662'FOR 21.5 MILES TO PIERCE FERRY ROAD AT ANTARES.  TURN LEFT (NORTH) ON
 FR0662'PIERCE FERRY ROAD AND GO 5.8 MILES.  BENCH MARK IS 84 FT. EAST OF
 FR0662'CENTERLINE OF ROAD.
 FR0662
 FR0662                          STATION RECOVERY (1948)
 FR0662
 FR0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0662'ALL MARKS ARE IN GOOD CONDITION.
 FR0662'
 FR0662'THE STATION IS ON THE EASTERN SIDE OF A BROAD FLAT BARREN VALLEY,
 FR0662'KNOWN AS HUALPAI VALLEY, ABOUT 24 MILES, AIRLINE NORTHEAST
 FR0662'OF KINGMAN, AND 10 MILES NORTHWEST OF HACKBERRY, A SMALL
 FR0662'VILLAGE ON THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AND
 FR0662'ON THE SOUTHERN BOUNDARY OF THE HUALPAI INDIAN RESERVATION.
 FR0662'
 FR0662'THE STATION MARK, A STANDARD DISK ON THE TOP OF A 1 INCH BRONZE
 FR0662'STEM, PROJECTING 10 INCHES ABOVE THE TOP OF A 12 INCH CIRCULAR
 FR0662'MASS OF CONCRETE, IS STAMPED VALLEY 1936.  IT IS ABOUT 20
 FR0662'FEET WEST-SOUTHWEST OF A GRADED DIRT ROAD AND 2-1/2 FEET
 FR0662'WEST OF A 4 INCH SQUARE WHITE WITNESS POST.
 FR0662'
 FR0662'REFERENCE MARK NO. 1, A STANDARD DISK ON THE TOP OF A 1 INCH
 FR0662'BRONZE STEM, PROJECTING 10 INCHES ABOVE THE TOP OF A 12 INCH
 FR0662'CIRCULAR MASS OF CONCRETE, IS STAMPED VALLEY NO 1 1936.  IT
 FR0662'IS APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 FR0662'
 FR0662'REFERENCE MARK NO. 2, A STANDARD USC AND GS BENCH MARK DISK SET
 FR0662'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING 8
 FR0662'INCHES ABOVE THE SURFACE OF THE GROUND, IS STAMPED F 125 1935.
 FR0662'IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 FR0662'
 FR0662'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 FR0662'CONCRETE POST 8 INCHES AT THE GROUND TAPERING TO 4 INCHES AT THE
 FR0662'TOP, IS STAMPED VALLEY 1936.  IT IS 20 YARDS EAST OF THE CENTER
 FR0662'OF THE GRADED ROAD LEADING TO THE STATION AND 3 FEET NORTH
 FR0662'OF A 4 INCH SQUARE WHITE WITNESS POST.
 FR0662'
 FR0662'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA
 FR0662'FE RAILROAD DEPOT IN KINGMAN GO NORTHEAST ON U.S. HIGHWAY NO.
 FR0662'66 FOR 21.2 MILES TO A GRADED DIRT ROAD LEFT AND SIGN HALL
 FR0662'RANCH.  TURN LEFT, NORTH, AND GO 0.3 MILE TO AN AIRSTRIP.
 FR0662'CROSS THE STRIP AND CONTINUE NORTHERLY ON THE GRADED ROAD FOR
 FR0662'3.1 MILES TO A CATTLE GUARD.  CROSS THE GUARD AND CONTINUE
 FR0662'NORTHERLY FOR 2.7 MILES TO THE STATION ON THE LEFT.  A DRIVE
 FR0662'STATION.
 FR0662
 FR0662                          STATION RECOVERY (1950)
 FR0662
 FR0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FR0662'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED.  ALL
 FR0662'MARKS ARE IN GOOD CONDITION THE 1948 DESCRIPTION OF THE ROUTE TO
 FR0662'THE STATION IS ADEQUATE.
 FR0662'
 FR0662'NO MEASUREMENTS OF DISTANCES OR DIRECTIONS WERE MADE SINCE
 FR0662'STATION WAS NOT OCCUPIED BY AN OBSERVING UNIT, WITH THE EXCEPTION
 FR0662'THAT THE ROAD ADJACENT TO THE STATION HAS CHANGED SUCH THAT
 FR0662'NOW THE STATION IS 15 FEET WEST OF THE ROAD.
 FR0662
 FR0662                          STATION RECOVERY (1955)
 FR0662
 FR0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0662'RECOVERED--THE STATION, THE AZIMUTH MARK AND REFERENCE MARKS
 FR0662'1 AND 2 (BM F 125) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 FR0662'BY F.A.R. IN RECOVERY NOTE DATED. 1948.  THE DESCRIPTION IN
 FR0662'THE 1948 RECOVERY NOTE IS ADEQUATE AND CORRECT.
 FR0662
 FR0662                          STATION RECOVERY (1968)
 FR0662
 FR0662'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FR0662'THE STATION, REFERENCE MARKS AND AZIMUTH MARKS WERE RECOVERED
 FR0662'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 FR0662
 FR0662                          STATION RECOVERY (1968)
 FR0662
 FR0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FR0662'RECOVERED IN GOOD CONDITION.
 FR0662
 FR0662                          STATION RECOVERY (1972)
 FR0662
 FR0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FR0662'THE STATION MARK WAS RECOVERED WITH THE DISK SHEARED OFF THE
 FR0662'STEM AND THE MONUMENT UNDISTURBED, REFERENCE MARK 1 WAS ERODED
 FR0662'NEARLY OUT OF THE GROUND AND LEANING TOWARD THE WEST.  BENCH
 FR0662'MARK F 125 WHICH WAS USED FOR REFERENCE MARK 2 WAS BROKEN OFF
 FR0662'BELOW THE GROUND SURFACE AND TILTED TOWARD THE NORTH.  THE
 FR0662'AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FR0662'CONDITION.  THE ANGLES AND DISTANCES WERE OBSERVED FOR THE
 FR0662'PURPOSE OF IDENTIFING THE STATION MARK.  A NEW STATION MARK
 FR0662'AND AN UNDERGROUND MARK WERE ESTABLISHED AT THE POSITION OF THE
 FR0662'STATION MARK STEM AND REFERENCE MARKS 3 AND 4 ESTABLISHED.
 FR0662'
 FR0662'THE STATION MARK IS A STANDARD DISK STAMPED, VALLEY 1936 1972.
 FR0662'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 FR0662'FLUSH WITH THE GROUND SURFACE.  15 FEET SOUTHWEST OF THE
 FR0662'SOUTHWEST CORNER OF THE CATTLE GUARD, 14 FEET SOUTH OF THE
 FR0662'FENCE LINE AND 25 FEET WEST OF THE CENTER OF THE ROAD.
 FR0662'
 FR0662'R.M. 3 IS A STANDARD DISK STAMPED, VALLEY 1936 NO 3 1972.  IT
 FR0662'IS SET IN A DRILL HOLE IN TOP OF THE WEST HEAD WALL OF THE
 FR0662'CATTLE GUARD.
 FR0662'
 FR0662'R.M. 4 IS A STANDARD DISK STAMPED, VALLEY 1936 NO 4 1972.  IT
 FR0662'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 FR0662'5 INCHES.  36 FEET WEST OF THE CENTER OF THE DIRT ROAD AND
 FR0662'1 FOOT SOUTH OF A WITNESS SIGN ON A FENCE POST.
 FR0662'
 FR0662'THE AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A TAPERED
 FR0662'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES.  20 YARDS EAST
 FR0662'OF THE CENTER OF THE ROAD AND 3 FEET NORTH OF A WITNESS POST.
 FR0662'
 FR0662'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN, GO
 FR0662'EAST 21.9 MILES ALONG U.S. HIGHWAY 66 TO COLORADO DRIVE AT
 FR0662'A SERVICE STATION AND MOTEL.  TURN LEFT AND FOLLOW GRADED ROAD
 FR0662'TOWARD PIERCE FERRY FOR 6.0 MILES TO THE AZIMUTH MARK ON THE
 FR0662'RIGHT, CONTINUE AHEAD FOR 0.3 MILE TO THE STATION ON THE
 FR0662'LEFT AT A CATTLE GUARD AND FENCELINE.
 FR0662'
 FR0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES
 FR0662'NORTHEAST OF KINGMAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0911 ***********************************************************************
 ET0911  DESIGNATION -  VALLEY
 ET0911  PID         -  ET0911
 ET0911  STATE/COUNTY-  AZ/YAVAPAI
 ET0911  USGS QUAD   -  CLEATOR (1974)
 ET0911
 ET0911                         *CURRENT SURVEY CONTROL
 ET0911  ___________________________________________________________________
 ET0911* NAD 83(1992)-  34 20 57.20377(N)    112 09 23.65704(W)     ADJUSTED  
 ET0911* NAVD 88     -      1222.9    (meters)    4012.     (feet)  VERTCON   
 ET0911  ___________________________________________________________________
 ET0911  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 ET0911  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 ET0911  HORZ ORDER  -  SECOND
 ET0911
 ET0911.The horizontal coordinates were established by classical geodetic methods
 ET0911.and adjusted by the National Geodetic Survey in August 1993.
 ET0911
 ET0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0911
 ET0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0911
 ET0911.The geoid height was determined by GEOID03.
 ET0911
 ET0911;                    North         East     Units Scale Factor Converg.
 ET0911;SPC AZ C     -   371,413.829   191,289.746   MT  0.99990600   -0 08 07.3
 ET0911;SPC AZ C     - 1,218,549.31    627,591.03   iFT  0.99990600   -0 08 07.3
 ET0911;UTM  12      - 3,801,484.074   393,629.556   MT  0.99973947   -0 39 09.5
 ET0911
 ET0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0911!SPC AZ C     -   0.99981227  x   0.99990600  =   0.99971829
 ET0911!UTM  12      -   0.99981227  x   0.99973947  =   0.99955179
 ET0911
 ET0911|---------------------------------------------------------------------|
 ET0911| PID    Reference Object                     Distance      Geod. Az  |
 ET0911|                                                           dddmmss.s |
 ET0911| CH4474 ROUTE 69 MP 265.10                    9.935 METERS 10931     |
 ET0911| ET0910 HACK                                APPROX. 2.2 KM 1181627.6 |
 ET0911| CH4475 VALLEY RM 2                          11.482 METERS 28835     |
 ET0911|---------------------------------------------------------------------|
 ET0911
 ET0911                          SUPERSEDED SURVEY CONTROL
 ET0911
 ET0911  NAD 83(1986)-  34 20 57.19899(N)    112 09 23.65639(W) AD(       ) 2
 ET0911  NAD 27      -  34 20 57.09883(N)    112 09 21.08225(W) AD(       ) 2
 ET0911  NGVD 29 (07/19/86) 1222.2    (m)         4010.     (f) VERT ANG    3  
 ET0911
 ET0911.Superseded values are not recommended for survey control.
 ET0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0911.See file dsdata.txt to determine how the superseded data were derived.
 ET0911
 ET0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9363001484(NAD 83)
 ET0911_MARKER: DD = SURVEY DISK
 ET0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0911+STABILITY: SURFACE MOTION
 ET0911
 ET0911  HISTORY     - Date     Condition        Report By
 ET0911  HISTORY     - 1980     MONUMENTED       AZDT
 ET0911  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 ET0911  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0911
 ET0911                          STATION DESCRIPTION
 ET0911
 ET0911'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0911'THE STATION IS LOCATED 5.7 MILES SOUTHEAST OF MAYER, 2.3 MILES
 ET0911'NORTHWEST OF CORDES JUNCTION ALONG THE SOUTH SIDE OF ARIZONA HIGHWAY
 ET0911'69.
 ET0911'
 ET0911'THE STATION MARK IS AN ADOT DISK STAMPED. VALLEY 1980.  IT IS SET IN
 ET0911'TOP OF A CONCRETE MONUMENT, 96 FEET SOUTH OF THE CENTERLINE OF THE
 ET0911'HIGHWAY AND 3 FEET NORTH OF THE WITNESS POST.
 ET0911'
 ET0911'REFERENCE MARK 1 IS AN AHD DISK STAMPED, P AND M 1345 MP 265.10 1973.
 ET0911'IT IS SET IN A DRILL HOLE IN A BOULDER.
 ET0911'
 ET0911'REFERENCE MARK 2 IS AN ADOT DISK STAMPED VALLEY RM 2 1980.  IT IS SET
 ET0911'IN TOP OF A CONCRETE MONUMENT.
 ET0911'
 ET0911'TO REACH THE STATION FROM THE POST OFFICE IN MAYER, TRAVEL EAST 0.1
 ET0911'MILE ALONG CENTRAL AVENUE TO ARIZONA HIGHWAY 69.  TURN RIGHT ALONG 69
 ET0911'FOR 5.76 MILES TO THE STATION ON THE RIGHT, ON TOP OF A 10 FOOT CUT.
 ET0911
 ET0911                          STATION RECOVERY (2004)
 ET0911
 ET0911'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0911'WITNESS POST LAYING ON GROUND.  NO MARKS FOUND.
 ET0911
 ET0911                          STATION RECOVERY (2004)
 ET0911
 ET0911'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0356 ***********************************************************************
 GQ0356  DESIGNATION -  VALLEY
 GQ0356  PID         -  GQ0356
 GQ0356  STATE/COUNTY-  AZ/MOHAVE
 GQ0356  USGS QUAD   -  THE GRANDSTAND (1980)
 GQ0356
 GQ0356                         *CURRENT SURVEY CONTROL
 GQ0356  ___________________________________________________________________
 GQ0356* NAD 83(1992)-  36 42 30.24017(N)    113 22 06.09652(W)     ADJUSTED  
 GQ0356* NAVD 88     -      1384.5    (meters)    4542.     (feet)  VERTCON   
 GQ0356  ___________________________________________________________________
 GQ0356  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 GQ0356  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 GQ0356  HORZ ORDER  -  THIRD
 GQ0356
 GQ0356.The horizontal coordinates were established by classical geodetic methods
 GQ0356.and adjusted by the National Geodetic Survey in August 1993.
 GQ0356
 GQ0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0356
 GQ0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0356
 GQ0356.The geoid height was determined by GEOID03.
 GQ0356
 GQ0356;                    North         East     Units Scale Factor Converg.
 GQ0356;SPC AZ W     -   633,202.040   247,457.482   MT  0.99994765   +0 13 41.2
 GQ0356;SPC AZ W     - 2,077,434.51    811,868.38   iFT  0.99994765   +0 13 41.2
 GQ0356;UTM  12      - 4,065,139.352   288,453.314   MT  1.00015137   -1 24 58.3
 GQ0356
 GQ0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0356!SPC AZ W     -   0.99978646  x   0.99994765  =   0.99973413
 GQ0356!UTM  12      -   0.99978646  x   1.00015137  =   0.99993780
 GQ0356
 GQ0356|---------------------------------------------------------------------|
 GQ0356| PID    Reference Object                     Distance      Geod. Az  |
 GQ0356|                                                           dddmmss.s |
 GQ0356| CH4472 VALLEY RM 1                           9.607 METERS 01117     |
 GQ0356| CH4473 VALLEY RM 2                           9.032 METERS 12148     |
 GQ0356| CH4471 VALLEY AZ MK                                       2522409.4 |
 GQ0356|---------------------------------------------------------------------|
 GQ0356
 GQ0356                          SUPERSEDED SURVEY CONTROL
 GQ0356
 GQ0356  NAD 83(1986)-  36 42 30.23571(N)    113 22 06.09521(W) AD(       ) 3
 GQ0356  NAD 27      -  36 42 30.31400(N)    113 22 03.27700(W) AD(       ) 3
 GQ0356  NGVD 29 (07/19/86) 1383.7    (m)         4540.     (f) VERT ANG    3  
 GQ0356
 GQ0356.Superseded values are not recommended for survey control.
 GQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0356.See file dsdata.txt to determine how the superseded data were derived.
 GQ0356
 GQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8845365139(NAD 83)
 GQ0356_MARKER: DS = TRIANGULATION STATION DISK
 GQ0356_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0356
 GQ0356  HISTORY     - Date     Condition        Report By
 GQ0356  HISTORY     - 1953     MONUMENTED       CGS
 GQ0356
 GQ0356                          STATION DESCRIPTION
 GQ0356
 GQ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0356'THE STATION IS LOCATED 30 MILES AIR LINE SOUTHEAST OF ST.
 GQ0356'GEORGE, UTAH, 30 MILES AIR LINE SOUTHWEST OF SHORT CREEK,
 GQ0356'ARIZONA, AND 11 MILES AIR LINE EAST-SOUTHEAST OF WHAT IS
 GQ0356'LOCALLY KNOWN AS WOLF HOLE.  IT IS 1/2 MILE SOUTH OF THE
 GQ0356'HIGHEST POINT OF A LOW RIDGE IN THE HURRICANE VALLEY AND
 GQ0356'IS 100 YARDS SOUTH OF A DIRT ROAD.  IT IS 8 FEET NORTHEAST
 GQ0356'OF A WHITE WITNESS POST.
 GQ0356'
 GQ0356'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0356'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0356'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0356'CROSSING A BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0356'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW
 GQ0356'THE GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK
 GQ0356'AND FOLLOW THE GRADED ROAD FOR 23.1 MILES TO A CATTLE GUARD
 GQ0356'AND A CABIN ON THE RIGHT.  (THIS IS LOCALLY KNOWN AS WOLF
 GQ0356'HOLE.) CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK.
 GQ0356'TAKE THE LEFT FORK AND GO 2.6 MILES TO A FORK.  TAKE THE
 GQ0356'LEFT FORK AND GO 4.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 GQ0356'AND FOLLOW THE ROAD EASTERLY FOR 4.1 MILES TO THE AZIMUTH MARK
 GQ0356'ON THE RIGHT.  CONTINUE ON THE MAIN ROAD FOR 1.5 MILES TO
 GQ0356'A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO TOP OF
 GQ0356'LOW RIDGE.  TURN RIGHT AND GO ABOUT 100 YARDS TO THE
 GQ0356'STATION.  A DRIVE STATION.
 GQ0356'
 GQ0356'THE STATION MARK, A STANDARD DISK STAMPED VALLEY 1953, IS
 GQ0356'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0356'2 INCHES ABOVE THE GROUND.
 GQ0356'
 GQ0356'REFERENCE MARK 1, A STANDARD DISK STAMPED VALLEY NO 1 1953,
 GQ0356'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GQ0356'TO THE SOUTH AND PROJECTS 4 INCHES ABOVE THE GROUND TO THE
 GQ0356'NORTH.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GQ0356'
 GQ0356'REFERENCE MARK 2, A STANDARD DISK STAMPED VALLEY NO 2 1953,
 GQ0356'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GQ0356'6 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY THE SAME
 GQ0356'ELEVATION AS THE STATION.
 GQ0356'
 GQ0356'THE AZIMUTH MARK, A STANDARD DISK STAMPED VALLEY 1953, IS
 GQ0356'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1-1/2 FEET
 GQ0356'ABOVE THE GROUND.  IT IS 45 FEET SOUTH OF THE SOUTH EDGE
 GQ0356'OF THE ROAD AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2215 ***********************************************************************
 DV2215  HT_MOD      -  This is a Height Modernization Survey Station.
 DV2215  DESIGNATION -  VALLEY
 DV2215  PID         -  DV2215
 DV2215  STATE/COUNTY-  AZ/MARICOPA
 DV2215  USGS QUAD   -  VULTURE MINE (1990)
 DV2215
 DV2215                         *CURRENT SURVEY CONTROL
 DV2215  ___________________________________________________________________
 DV2215* NAD 83(2007)-  33 45 09.08502(N)    112 51 56.77637(W)     ADJUSTED  
 DV2215* NAVD 88     -       542.58   (meters)    1780.1    (feet)  GPS OBS   
 DV2215  ___________________________________________________________________
 DV2215  EPOCH DATE  -        2007.00
 DV2215  X           -  -2,062,931.202 (meters)                     COMP
 DV2215  Y           -  -4,891,792.781 (meters)                     COMP
 DV2215  Z           -   3,523,940.943 (meters)                     COMP
 DV2215  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DV2215  ELLIP HEIGHT-         512.301 (meters)          (02/10/07) ADJUSTED
 DV2215  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DV2215
 DV2215  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2215  Type    PID    Designation                      North   East  Ellip
 DV2215  -------------------------------------------------------------------
 DV2215  NETWORK DV2215 VALLEY                            0.41   0.37   0.88
 DV2215  -------------------------------------------------------------------
 DV2215
 DV2215.The horizontal coordinates were established by GPS observations
 DV2215.and adjusted by the National Geodetic Survey in February 2007.
 DV2215
 DV2215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2215.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2215.The horizontal coordinates are valid at the epoch date displayed above.
 DV2215.The epoch date for horizontal control is a decimal equivalence
 DV2215.of Year/Month/Day.
 DV2215
 DV2215.The orthometric height was determined by GPS observations and a
 DV2215.high-resolution geoid model.
 DV2215.The orthometric height was determined by GPS observations and a
 DV2215.high-resolution geoid model using precise GPS observation and
 DV2215.processing techniques.
 DV2215
 DV2215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2215
 DV2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2215
 DV2215.The ellipsoidal height was determined by GPS observations
 DV2215.and is referenced to NAD 83.
 DV2215
 DV2215.The geoid height was determined by GEOID03.
 DV2215
 DV2215;                    North         East     Units Scale Factor Converg.
 DV2215;SPC AZ C     -   305,611.132   125,430.965   MT  0.99999528   -0 31 38.5
 DV2215;SPC AZ C     - 1,002,661.19    411,518.91   iFT  0.99999528   -0 31 38.5
 DV2215;UTM  12      - 3,736,280.469   327,190.242   MT  0.99996816   -1 02 12.8
 DV2215
 DV2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2215!SPC AZ C     -   0.99991958  x   0.99999528  =   0.99991486
 DV2215!UTM  12      -   0.99991958  x   0.99996816  =   0.99988774
 DV2215
 DV2215|---------------------------------------------------------------------|
 DV2215| PID    Reference Object                     Distance      Geod. Az  |
 DV2215|                                                           dddmmss.s |
 DV2215| CH5648 VALLEY RM 1                          12.933 METERS 01823     |
 DV2215| CH5647 VALLEY AZ MK                                       0211854.7 |
 DV2215| CH5649 VALLEY RM 2                          11.819 METERS 28702     |
 DV2215|---------------------------------------------------------------------|
 DV2215
 DV2215                          SUPERSEDED SURVEY CONTROL
 DV2215
 DV2215  NAD 83(1992)-  33 45 09.08423(N)    112 51 56.77594(W) AD(       ) A
 DV2215  ELLIP H (09/30/99)  512.332  (m)                       GP(       ) 3 1
 DV2215  NAD 83(1992)-  33 45 09.08373(N)    112 51 56.77753(W) AD(       ) 2
 DV2215  NAD 83(1986)-  33 45 09.08076(N)    112 51 56.78187(W) AD(       ) 2
 DV2215  NAD 27      -  33 45 08.95800(N)    112 51 54.13000(W) AD(       ) 2
 DV2215  NGVD 29 (07/19/86)  541.89   (m)         1777.9    (f) LEVELING    3  
 DV2215
 DV2215.Superseded values are not recommended for survey control.
 DV2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2215.See file dsdata.txt to determine how the superseded data were derived.
 DV2215
 DV2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2719036280(NAD 83)
 DV2215_MARKER: DS = TRIANGULATION STATION DISK
 DV2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2215_STAMPING: VALLEY 1948
 DV2215_MARK LOGO: CGS   
 DV2215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2215+STABILITY: SURFACE MOTION
 DV2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2215+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DV2215
 DV2215  HISTORY     - Date     Condition        Report By
 DV2215  HISTORY     - 1948     MONUMENTED       CGS
 DV2215  HISTORY     - 1966     GOOD             CGS
 DV2215  HISTORY     - 1967     GOOD             AMS
 DV2215  HISTORY     - 1972     GOOD             AZHD
 DV2215  HISTORY     - 19981231 GOOD             AZ-013
 DV2215  HISTORY     - 20000401 GOOD             MCDOT
 DV2215  HISTORY     - 20050402 GOOD             GEOCAC
 DV2215  HISTORY     - 20080916 GOOD             GEOCAC
 DV2215
 DV2215                          STATION DESCRIPTION
 DV2215
 DV2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2215'THE STATION IS LOCATED ON THE VALLEY FLOOR ABOUT 5 MILES SOUTH
 DV2215'OF THE VULTURE MINE, 51 FEET WEST OF AND APPROXIMATELY THE
 DV2215'SAME ELEVATION AS THE CENTER LINE OF THE ROAD FROM WICKENBURG
 DV2215'TO TONAPAH, 42 FEET WEST OF THE DRAINAGE DITCH, 9 FEET WEST
 DV2215'OF A 4X4 WITNESS POST, PROJECTS 2 INCHES, AND IS STAMPED,
 DV2215'VALLEY 1948.
 DV2215'
 DV2215'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2215'STATION, 52 FEET WEST OF AND APPROXIMATELY THE SAME ELEVATION
 DV2215'AS THE CENTER LINE OF ROAD, PROJECTS 4 INCHES AND IS STAMPED,
 DV2215'VALLEY NO 1 1948.
 DV2215'
 DV2215'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2215'THE STATION, PROJECTS 4 INCHES, AND IS STAMPED, VALLEY NO 2 1948.
 DV2215'
 DV2215'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 21 FEET
 DV2215'WEST OF AND APPROX. 3 FEET HIGHER THAN THE CENTER LINE OF
 DV2215'ROAD, 7 FEET WEST OF DRAINAGE DITCH, 4 FEET SOUTH OF A 4X4
 DV2215'WITNESS POST, SET FLUSH AND IS STAMPED, VALLEY 1948.
 DV2215'
 DV2215'TO REACH FROM THE UNDERPASS IN WICKENBURG.  GO WEST ON U.S.
 DV2215'HIGHWAYS 60 AND 70 FOR 2.0 MILES TO A GRADED ROAD SOUTH AT
 DV2215'CATTLE GUARD.  TURN LEFT (S) LEAVING HIGHWAY AND GO 1.5 MILE
 DV2215'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE
 DV2215'MAIN TRAVELED ROAD FOR 10.8 MILES TO ENTRANCE TO VULTURE MINE
 DV2215'ON RIGHT.  CONTINUE SOUTHERLY ON THE MAIN TRAVELED ROAD FOR
 DV2215'4.3 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.
 DV2215'CONTINUE FOR 0.3 MILE TO STATION ON THE WEST SIDE OF ROAD
 DV2215'AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV2215
 DV2215                          STATION RECOVERY (1966)
 DV2215
 DV2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DV2215'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 DV2215'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DV2215'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 DV2215'
 DV2215'TO REACH THE STATION FROM THE UNDERPASS IN WICKENBURG, GO
 DV2215'WEST ON U.S. HIGHWAY 60 AND 70 FOR 2.5 MILES TO THE VULTURE
 DV2215'MINE ROAD.  TURN LEFT AND GO SOUTH ON THE VULTURE MINE ROAD
 DV2215'FOR 2.1 MILES TO THE END OF THE PAYMENT.  CONTINUE SOUTH ON
 DV2215'THE VULTURE MINE ROAD FOR 9.9 MILES TO THE VULTURE MINE ON THE
 DV2215'RIGHT.  CONTINUE SOUTH ON THE VULTURE MINE ROAD FOR 5.0 MILES TO
 DV2215'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.3 MILE AND
 DV2215'THE STATION ON THE RIGHT.
 DV2215'
 DV2215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15.0 MILES
 DV2215'SOUTH-SOUTHWEST OF THE TOWN OF WICKENBURG, 4.5 MILES SOUTH
 DV2215'OF VULTURE MINE.
 DV2215
 DV2215                          STATION RECOVERY (1967)
 DV2215
 DV2215'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (SJH)
 DV2215'THE STATION MARK, R.M. NO 1, R.M. NO 2 AND AZIMUTH MARK WERE
 DV2215'RECOVERED AS DESCRIBED
 DV2215'
 DV2215'CHECK DISTANCES TO R.M.S NO 1 AND 2
 DV2215'
 DV2215'R.M. NO 1 PUB. DIST. 12.933 M - CHECK = 12.938 M
 DV2215'
 DV2215'R.M. NO 2 PUB. DIST. 11.819 M - CHECK = 11.818 M
 DV2215
 DV2215                          STATION RECOVERY (1972)
 DV2215
 DV2215'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2215'GENERAL LOCATION PHOENIX TO PARKER TO VICINITY OF KINGMAN
 DV2215'
 DV2215'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV2215'
 DV2215'STATION MARK STD USC AND GS B.C.
 DV2215'
 DV2215'REFERENCE MARKS GOOD
 DV2215
 DV2215                          STATION RECOVERY (1998)
 DV2215
 DV2215'RECOVERY NOTE BY MARICOPA COUNTY ARIZONA 1998 (BD)
 DV2215'RECOVERED AS DESCRIBED.  CAN ALSO BE REACHED FROM THE INTERSECTION OF
 DV2215'WICKENBURG ROAD AND VULTURE MINE ROAD BY GOING NORTH FOR 2.5 MI (4.0
 DV2215'KM) TO THE STATION ON LEFT.
 DV2215
 DV2215                          STATION RECOVERY (2000)
 DV2215
 DV2215'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV2215'RECOVERED AS DESCRIBED.
 DV2215
 DV2215                          STATION RECOVERY (2005)
 DV2215
 DV2215'RECOVERY NOTE BY GEOCACHING 2005 (RHT)
 DV2215'RECOVERED FROM THE INTERSECTION OF WICKENBURG RD AND VULTURE MINE RD
 DV2215'AS DESCRIBED. LOCATION WAS MARKED WITH A FRESH 'X MARKS THE SPOT'
 DV2215'CROSS PAINTED DAYGLO PINK. THE PAVEMENT ALSO HAD A BIG ARROW OUTLINED
 DV2215'IN PINK POINTING RIGHT AT IT. HARD TO MISS.
 DV2215
 DV2215                          STATION RECOVERY (2008)
 DV2215
 DV2215'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV2215'RECOVERED STATION VALLEY ALONG WITH VALLEY RM 1 AND VALLEY RM 2 ALL IN
 DV2215'GOOD CONDITION.
 DV2215'AZIMUTH MARK HAS BEEN DESTROYED, PRESUMABLY WHEN SHOULDER OF VULTURE
 DV2215'MINE ROAD WAS
 DV2215'WIDENED AND GRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0278 ***********************************************************************
 GO0278  DESIGNATION -  VALLEY
 GO0278  PID         -  GO0278
 GO0278  STATE/COUNTY-  AZ/APACHE
 GO0278  USGS QUAD   -  MANY FARMS (1968)
 GO0278
 GO0278                         *CURRENT SURVEY CONTROL
 GO0278  ___________________________________________________________________
 GO0278* NAD 83(1992)-  36 16 55.55169(N)    109 34 20.59069(W)     ADJUSTED  
 GO0278* NAVD 88     -      1705.7    (meters)    5596.     (feet)  VERTCON   
 GO0278  ___________________________________________________________________
 GO0278  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 GO0278  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 GO0278  HORZ ORDER  -  THIRD
 GO0278
 GO0278.The horizontal coordinates were established by classical geodetic methods
 GO0278.and adjusted by the National Geodetic Survey in August 1993.
 GO0278
 GO0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0278
 GO0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0278
 GO0278.The geoid height was determined by GEOID03.
 GO0278
 GO0278;                    North         East     Units Scale Factor Converg.
 GO0278;SPC AZ E     -   585,975.617   266,745.978   MT  0.99993510   +0 21 06.0
 GO0278;SPC AZ E     - 1,922,492.18    875,150.85   iFT  0.99993510   +0 21 06.0
 GO0278;UTM  12      - 4,016,183.281   628,211.636   MT  0.99980254   +0 50 41.7
 GO0278
 GO0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0278!SPC AZ E     -   0.99973555  x   0.99993510  =   0.99967067
 GO0278!UTM  12      -   0.99973555  x   0.99980254  =   0.99953815
 GO0278
 GO0278:                Primary Azimuth Mark                     Grid Az
 GO0278:SPC AZ E     -  DOG                                      271 14 21.0
 GO0278:UTM  12      -  DOG                                      270 44 45.3
 GO0278
 GO0278|---------------------------------------------------------------------|
 GO0278| PID    Reference Object                     Distance      Geod. Az  |
 GO0278|                                                           dddmmss.s |
 GO0278| GO0249 DOG                                 APPROX. 6.3 KM 2713527.0 |
 GO0278|---------------------------------------------------------------------|
 GO0278
 GO0278                          SUPERSEDED SURVEY CONTROL
 GO0278
 GO0278  NAD 83(1986)-  36 16 55.55238(N)    109 34 20.58972(W) AD(       ) 3
 GO0278  NGVD 29 (08/22/88) 1704.8    (m)         5593.     (f) VERT ANG    3  
 GO0278
 GO0278.Superseded values are not recommended for survey control.
 GO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0278.See file dsdata.txt to determine how the superseded data were derived.
 GO0278
 GO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF2821216183(NAD 83)
 GO0278_MARKER: DS = TRIANGULATION STATION DISK
 GO0278_SETTING: 80 = SET IN A BOULDER
 GO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0278+STABILITY: SURFACE MOTION
 GO0278
 GO0278  HISTORY     - Date     Condition        Report By
 GO0278  HISTORY     - 1949     MONUMENTED       USGS
 GO0278  HISTORY     - 1968     GOOD             USGS
 GO0278
 GO0278                          STATION DESCRIPTION
 GO0278
 GO0278'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0278'LOCATED ABOUT 2 MI NE. OF CHINLE VALLEY STORE, 1 MI E. OF CHINLE
 GO0278'WASH.  ON HIGHEST KNOLL IN VICINITY, ON NORTH END OF HIGHEST PART
 GO0278'OF FLAT GRASSY MESA.
 GO0278'
 GO0278'TO REACH FROM CHINLE, DRIVE 1.5 MI W. TO RD. FORKS.  TURN RIGHT
 GO0278'7.9 MI N. TO CHINLE VALLEY STORE, CONTINUE 1.1 MI N.  TURN RIGHT
 GO0278'0.5 MI E. TO CHINLE WASH, CROSS SANDY WASH GOING UPGRADE ON DIM
 GO0278'RD. 0.9 MI E. TO HIGHEST POINT.
 GO0278'
 GO0278'STATION MARK--STANDARD TABLET STAMPED---VALLEY 1949---, CEMENTED IN
 GO0278'ROCK 0.8 FT BELOW GROUND.
 GO0278'
 GO0278'RM 1--1/4-INCH BOLT CEMENTED IN ROCK, 20 FT LOWER THAN STATION
 GO0278'MARK.
 GO0278'
 GO0278'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK.
 GO0278
 GO0278                          STATION RECOVERY (1968)
 GO0278
 GO0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GO0278'RECOVERED AS DESCRIBED BY USGS IN 1949.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0530 ***********************************************************************
 FR0530  DESIGNATION -  VALLEY AZ MK
 FR0530  PID         -  FR0530
 FR0530  STATE/COUNTY-  AZ/MOHAVE
 FR0530  USGS QUAD   -  ANTARES (1980)
 FR0530
 FR0530                         *CURRENT SURVEY CONTROL
 FR0530  ___________________________________________________________________
 FR0530* NAD 83(1986)-  35 29 53.     (N)    113 50 18.     (W)     SCALED    
 FR0530* NAVD 88     -       949.801  (meters)    3116.14   (feet)  POSTED    
 FR0530  ___________________________________________________________________
 FR0530  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FR0530  DYNAMIC HT  -         948.700 (meters)    3112.53  (feet)  COMP
 FR0530  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 FR0530
 FR0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0530
 FR0530.The horizontal coordinates were scaled from a topographic map and have
 FR0530.an estimated accuracy of +/- 6 seconds.
 FR0530
 FR0530.The orthometric height was determined by differential leveling
 FR0530.and adjusted by the  in 1992.
 FR0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0530.rate of 0.0 thru 1.0 mm/km.
 FR0530
 FR0530.The geoid height was determined by GEOID03.
 FR0530
 FR0530.The dynamic height is computed by dividing the NAVD 88
 FR0530.geopotential number by the normal gravity value computed on the
 FR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0530.degrees latitude (g = 980.6199 gals.).
 FR0530
 FR0530.The modeled gravity was interpolated from observed gravity values.
 FR0530
 FR0530;                    North         East    Units  Estimated Accuracy
 FR0530;SPC AZ W     -   498,850.      205,350.      MT  (+/- 180 meters Scaled)
 FR0530
 FR0530                          SUPERSEDED SURVEY CONTROL
 FR0530
 FR0530  NGVD 29 (??/??/92)  949.024  (m)         3113.59   (f) ADJ UNCH    1 1
 FR0530
 FR0530.Superseded values are not recommended for survey control.
 FR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0530.See file dsdata.txt to determine how the superseded data were derived.
 FR0530
 FR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE425319(NAD 83)
 FR0530_MARKER: DZ = AZIMUTH MARK DISK
 FR0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0530_STAMPING: VALLEY AZIMUTH 1936
 FR0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0530+STABILITY: SURFACE MOTION
 FR0530
 FR0530  HISTORY     - Date     Condition        Report By
 FR0530  HISTORY     - 1936     MONUMENTED       CGS
 FR0530  HISTORY     - 1940     GOOD             NGS
 FR0530  HISTORY     - 1955     GOOD             NGS
 FR0530
 FR0530                          STATION DESCRIPTION
 FR0530
 FR0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0530'11.2 MI N FROM HACKBERRY.
 FR0530'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN
 FR0530'HACKBERRY PROCEED NORTHWARD ALONG THE ROAD TOWARDS PIERCES FERRY, GO
 FR0530'11.2 MILES.  BENCH MARK IS 1.7 MILES SOUTHEAST OF POINT WHERE ROAD
 FR0530'CROSSES HACKBERRY WASH.  0.35 MILE SOUTHEAST OF TRIANGULATION STATION,
 FR0530'VALLEY 1936. 60 FEET NORTHEAST OF CENTER LINE OF THE ROAD. 15 FEET
 FR0530'SOUTHWEST OF CENTER LINE OF THE OLD ROAD BED. 2.5 FEET NORTH OF A 4 X
 FR0530'4 INCH WHITE WOODEN POST PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.6
 FR0530'FOOT.
 FR0530
 FR0530                          STATION RECOVERY (1955)
 FR0530
 FR0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0663 ***********************************************************************
 FR0663  DESIGNATION -  VALLEY RM 1
 FR0663  PID         -  FR0663
 FR0663  STATE/COUNTY-  AZ/MOHAVE
 FR0663  USGS QUAD   -  MUSIC MOUNTAINS SE (1968)
 FR0663
 FR0663                         *CURRENT SURVEY CONTROL
 FR0663  ___________________________________________________________________
 FR0663* NAD 83(1986)-  35 30 08.     (N)    113 50 33.     (W)     SCALED    
 FR0663* NAVD 88     -       947.137  (meters)    3107.40   (feet)  POSTED    
 FR0663  ___________________________________________________________________
 FR0663  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FR0663  DYNAMIC HT  -         946.040 (meters)    3103.80  (feet)  COMP
 FR0663  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 FR0663
 FR0663  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0663
 FR0663.The horizontal coordinates were scaled from a topographic map and have
 FR0663.an estimated accuracy of +/- 6 seconds.
 FR0663
 FR0663.The orthometric height was determined by differential leveling
 FR0663.and adjusted by the  in 1992.
 FR0663.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0663.rate of 1.1 thru 2.0 mm/km.
 FR0663
 FR0663.The geoid height was determined by GEOID03.
 FR0663
 FR0663.The dynamic height is computed by dividing the NAVD 88
 FR0663.geopotential number by the normal gravity value computed on the
 FR0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0663.degrees latitude (g = 980.6199 gals.).
 FR0663
 FR0663.The modeled gravity was interpolated from observed gravity values.
 FR0663
 FR0663;                    North         East    Units  Estimated Accuracy
 FR0663;SPC AZ W     -   499,310.      204,970.      MT  (+/- 180 meters Scaled)
 FR0663
 FR0663                          SUPERSEDED SURVEY CONTROL
 FR0663
 FR0663  NGVD 29 (??/??/92)  946.362  (m)         3104.86   (f) ADJ UNCH    1 1
 FR0663
 FR0663.Superseded values are not recommended for survey control.
 FR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0663.See file dsdata.txt to determine how the superseded data were derived.
 FR0663
 FR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE421324(NAD 83)
 FR0663_MARKER: DR = REFERENCE MARK DISK
 FR0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0663_STAMPING: VALLEY NO 1 1936
 FR0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0663+STABILITY: SURFACE MOTION
 FR0663
 FR0663  HISTORY     - Date     Condition        Report By
 FR0663  HISTORY     - 1936     MONUMENTED       CGS
 FR0663  HISTORY     - 1940     GOOD             NGS
 FR0663
 FR0663                          STATION DESCRIPTION
 FR0663
 FR0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0663'11.5 MI N FROM HACKBERRY.
 FR0663'11.5 MILES NORTH ALONG THE ROAD LEADING TO PIERCES FERRY VIA RED LAKE
 FR0663'(DRY) FROM THE RAILROAD STATION AT HACKBERRY, MOHAVE COUNTY, 1.4 MILES
 FR0663'SOUTHEAST OF THE POINT WHERE THE ROAD CROSSES HACKBERRY WASH, 66 FEET
 FR0663'AT 20 DEG MAGNETIC FROM BENCH MARK F 125, DESCRIBED ABOVE, 36 FEET AT
 FR0663'310 DEG MAGNETIC FROM TRIANGULATION STATION VALLEY, DESCRIBED ABOVE,
 FR0663'22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF A
 FR0663'WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FR0663'VALLEY NO 1 1936 AND SET ON AN IRON ROD IN THE TOP OF A CONCRETE POST
 FR0663'PROJECTING 1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0274 ***********************************************************************
 GQ0274  DESIGNATION -  VALLEY VIEW
 GQ0274  PID         -  GQ0274
 GQ0274  STATE/COUNTY-  AZ/COCONINO
 GQ0274  USGS QUAD   -  HOUSE ROCK (1988)
 GQ0274
 GQ0274                         *CURRENT SURVEY CONTROL
 GQ0274  ___________________________________________________________________
 GQ0274* NAD 83(1992)-  36 43 30.02110(N)    112 03 58.06447(W)     ADJUSTED  
 GQ0274* NAVD 88     -      1850.7    (meters)    6072.     (feet)  VERTCON   
 GQ0274  ___________________________________________________________________
 GQ0274  LAPLACE CORR-          -9.57  (seconds)                    DEFLEC99
 GQ0274  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 GQ0274  HORZ ORDER  -  THIRD
 GQ0274
 GQ0274.The horizontal coordinates were established by classical geodetic methods
 GQ0274.and adjusted by the National Geodetic Survey in August 1993.
 GQ0274
 GQ0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0274
 GQ0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0274
 GQ0274.The geoid height was determined by GEOID03.
 GQ0274
 GQ0274;                    North         East     Units Scale Factor Converg.
 GQ0274;SPC AZ C     -   634,966.069   200,009.680   MT  0.99990220   -0 05 21.7
 GQ0274;SPC AZ C     - 2,083,222.01    656,199.74   iFT  0.99990220   -0 05 21.7
 GQ0274;UTM  12      - 4,064,896.766   404,797.936   MT  0.99971166   -0 38 15.2
 GQ0274
 GQ0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0274!SPC AZ C     -   0.99971310  x   0.99990220  =   0.99961533
 GQ0274!UTM  12      -   0.99971310  x   0.99971166  =   0.99942485
 GQ0274
 GQ0274|---------------------------------------------------------------------|
 GQ0274| PID    Reference Object                     Distance      Geod. Az  |
 GQ0274|                                                           dddmmss.s |
 GQ0274| CH4477 VALLEY VIEW RM 1                      5.520 METERS 02752     |
 GQ0274| CH4476 VALLEY VIEW AZ MK                                  1144454.6 |
 GQ0274| CH4478 VALLEY VIEW RM 2                      6.943 METERS 16138     |
 GQ0274|---------------------------------------------------------------------|
 GQ0274
 GQ0274                          SUPERSEDED SURVEY CONTROL
 GQ0274
 GQ0274  NAD 83(1986)-  36 43 30.01687(N)    112 03 58.05786(W) AD(       ) 3
 GQ0274  NAD 27      -  36 43 30.07500(N)    112 03 55.40800(W) AD(       ) 3
 GQ0274  NGVD 29 (07/19/86) 1849.6    (m)         6068.     (f) VERT ANG    3  
 GQ0274
 GQ0274.Superseded values are not recommended for survey control.
 GQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0274.See file dsdata.txt to determine how the superseded data were derived.
 GQ0274
 GQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0479864897(NAD 83)
 GQ0274_MARKER: DS = TRIANGULATION STATION DISK
 GQ0274_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0274
 GQ0274  HISTORY     - Date     Condition        Report By
 GQ0274  HISTORY     - 1952     MONUMENTED       CGS
 GQ0274
 GQ0274                          STATION DESCRIPTION
 GQ0274
 GQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0274'THE STATION IS LOCATED ON A LOW RIDGE, JUST EAST OF THE TIMBER
 GQ0274'LINE OF THE KAIBAB NATIONAL FOREST, ON THE KAIBAB PLATEAU.  IT IS
 GQ0274'ABOUT 12 MILES, AIRLINE, WEST OF MARBLE GORGE OF THE COLORADO
 GQ0274'RIVER, ABOUT 8 MILES, AIRLINE, EAST OF JACOB LAKE AND 125 YARDS
 GQ0274'SOUTH OF U.S. HIGHWAY 89.
 GQ0274'
 GQ0274'REACHED FROM THE JACOB LAKE POST OFFICE BY GOING EAST ON THE
 GQ0274'U.S. HIGHWAY 89 FOR 10.5 MILES TO A HIGHWAY VIEW POINT ON THE
 GQ0274'LEFT.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW UP A LOW RIDGE,
 GQ0274'SOUTH, FOR 125 YARDS TO THE STATION.
 GQ0274'
 GQ0274'THE STATION IS A STANDARD DISK STAMPED VALLEY VIEW 1953.  IT IS
 GQ0274'SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS 6 FEET
 GQ0274'SOUTHWEST OF A WHITE WITNESS POST.
 GQ0274'
 GQ0274'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VALLEY VIEW NO 1 1953.
 GQ0274'IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 GQ0274'FLUSH.  IT IS 10 INCHES LOWER THAN THE STATION ELEVATION.
 GQ0274'
 GQ0274'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VALLEY VIEW NO 2 1953.
 GQ0274'IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 GQ0274'FLUSH AND AT THE SAME ELEVATION AS THE STATION.
 GQ0274'
 GQ0274'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VALLEY VIEW 1953.
 GQ0274'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 GQ0274'IT IS 110 FEET SOUTHEAST OF U.S. HIGHWAY 89 AND 50 FEET SOUTH
 GQ0274'OF THE WOOD RAILING AROUND A HIGHWAY VIEW POINT.  REACHED FROM
 GQ0274'THE POINT OF LEAVING THE HIGHWAY TO THE STATION BY CONTINUING
 GQ0274'EAST ON THE HIGHWAY FOR 0.3 MILES TO A HIGHWAY VIEW POINT
 GQ0274'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0885 ***********************************************************************
 ES0885  DESIGNATION -  VALS
 ES0885  PID         -  ES0885
 ES0885  STATE/COUNTY-  AZ/COCONINO
 ES0885  USGS QUAD   -  QUAYLE HILL (1971)
 ES0885
 ES0885                         *CURRENT SURVEY CONTROL
 ES0885  ___________________________________________________________________
 ES0885* NAD 83(1992)-  34 39 06.80726(N)    111 06 29.69005(W)     ADJUSTED  
 ES0885* NAVD 88     -      2069.5    (meters)    6790.     (feet)  VERTCON   
 ES0885  ___________________________________________________________________
 ES0885  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ES0885  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ES0885  HORZ ORDER  -  SECOND
 ES0885
 ES0885.The horizontal coordinates were established by classical geodetic methods
 ES0885.and adjusted by the National Geodetic Survey in August 1993.
 ES0885
 ES0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0885
 ES0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0885
 ES0885.The geoid height was determined by GEOID03.
 ES0885
 ES0885;                    North         East     Units Scale Factor Converg.
 ES0885;SPC AZ C     -   405,257.025   287,463.773   MT  0.99996766   +0 27 34.8
 ES0885;SPC AZ C     - 1,329,583.42    943,122.61   iFT  0.99996766   +0 27 34.8
 ES0885;UTM  12      - 3,834,445.524   490,080.609   MT  0.99960121   -0 03 41.6
 ES0885
 ES0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0885!SPC AZ C     -   0.99967895  x   0.99996766  =   0.99964662
 ES0885!UTM  12      -   0.99967895  x   0.99960121  =   0.99928029
 ES0885
 ES0885:                Primary Azimuth Mark                     Grid Az
 ES0885:SPC AZ C     -  AZTEC                                    189 45 12.0
 ES0885:UTM  12      -  AZTEC                                    190 16 28.4
 ES0885
 ES0885|---------------------------------------------------------------------|
 ES0885| PID    Reference Object                     Distance      Geod. Az  |
 ES0885|                                                           dddmmss.s |
 ES0885| ES0843 AZTEC                               APPROX. 1.3 KM 1901246.8 |
 ES0885| ES0864 KENS                                APPROX. 0.7 KM 3502100.7 |
 ES0885|---------------------------------------------------------------------|
 ES0885
 ES0885                          SUPERSEDED SURVEY CONTROL
 ES0885
 ES0885  NAD 83(1986)-  34 39 06.80071(N)    111 06 29.69402(W) AD(       ) 2
 ES0885  NGVD 29 (07/10/87) 2068.5    (m)         6786.     (f) VERT ANG    3  
 ES0885
 ES0885.Superseded values are not recommended for survey control.
 ES0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0885.See file dsdata.txt to determine how the superseded data were derived.
 ES0885
 ES0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD9008134446(NAD 83)
 ES0885_MARKER: DS = TRIANGULATION STATION DISK
 ES0885_SETTING: 80 = SET IN A BOULDER
 ES0885_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0885+STABILITY: SURFACE MOTION
 ES0885
 ES0885  HISTORY     - Date     Condition        Report By
 ES0885  HISTORY     - 1981     MONUMENTED       AZDT
 ES0885  HISTORY     - 19980813 GOOD             USPSQD
 ES0885  HISTORY     - 20080723 GOOD             GEOCAC
 ES0885
 ES0885                          STATION DESCRIPTION
 ES0885
 ES0885'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0885'THE STATION IS LOCATED 5.0 MILES NORTHEAST OF THE BLUE RIDGE RANGER
 ES0885'STATION ALONG ARIZONA HIGHWAY 87.
 ES0885'
 ES0885'THE STATION MARK IS AN AZDT DISK STAMPED---VALS 1981---SET IN A
 ES0885'DRILL HOLE IN A BOULDER 45 FEET EAST OF THE HIGHWAY AND 4 FEET WEST OF
 ES0885'A CAIRN.
 ES0885'
 ES0885'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 ES0885'
 ES0885'TO REACH THE STATION FROM THE POST OFFICE IN PINE, TRAVEL NORTH ALONG
 ES0885'STATE HIGHWAY 87 FOR 31.5 MILES TO THE BLUE RIDGE RANGER STATION,
 ES0885'CONTINUE NORTH ALONG THE HIGHWAY 5.5 MILES TO A GRAVELED ROAD ON THE
 ES0885'RIGHT THAT LEADS TO A SUBDIVISION, CONTINUE NORTH ALONG THE HIGHWAY
 ES0885'FOR 1.1 MILES TO THE STATION ON THE RIGHT AT MILEPOST 305.8.
 ES0885
 ES0885                          STATION RECOVERY (1998)
 ES0885
 ES0885'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0885'RECOVERED IN GOOD CONDITION.
 ES0885
 ES0885                          STATION RECOVERY (2008)
 ES0885
 ES0885'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0771 ***********************************************************************
 CG0771  DESIGNATION -  VAMORI
 CG0771  PID         -  CG0771
 CG0771  STATE/COUNTY-  AZ/PIMA
 CG0771  USGS QUAD   -  VAMORI (1979)
 CG0771
 CG0771                         *CURRENT SURVEY CONTROL
 CG0771  ___________________________________________________________________
 CG0771* NAD 83(1992)-  31 43 12.03758(N)    111 54 38.07639(W)     ADJUSTED  
 CG0771* NAVD 88     -       685.73   (+/-2cm)    2249.8    (feet)  VERTCON   
 CG0771  ___________________________________________________________________
 CG0771  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CG0771  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CG0771  HORZ ORDER  -  SECOND
 CG0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0771
 CG0771.The horizontal coordinates were established by classical geodetic methods
 CG0771.and adjusted by the National Geodetic Survey in August 1993.
 CG0771
 CG0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0771.The vertical order pertains to the NGVD 29 superseded value.
 CG0771
 CG0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0771
 CG0771.The geoid height was determined by GEOID03.
 CG0771
 CG0771;                    North         East     Units Scale Factor Converg.
 CG0771;SPC AZ C     -    79,823.679   213,937.137   MT  0.99990000   +0 00 11.5
 CG0771;SPC AZ C     -   261,888.71    701,893.49   iFT  0.99990000   +0 00 11.5
 CG0771;UTM  12      - 3,509,762.098   413,729.182   MT  0.99969179   -0 28 43.6
 CG0771
 CG0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0771!SPC AZ C     -   0.99989720  x   0.99990000  =   0.99979721
 CG0771!UTM  12      -   0.99989720  x   0.99969179  =   0.99958903
 CG0771
 CG0771:                Primary Azimuth Mark                     Grid Az
 CG0771:SPC AZ C     -  COMELY                                   085 16 02.1
 CG0771:UTM  12      -  COMELY                                   085 44 57.2
 CG0771
 CG0771|---------------------------------------------------------------------|
 CG0771| PID    Reference Object                     Distance      Geod. Az  |
 CG0771|                                                           dddmmss.s |
 CG0771| CG1136 COMELY                              APPROX. 8.5 KM 0851613.6 |
 CG0771| CG0770 VAMORI RM 1                          18.310 METERS 16718     |
 CG0771| CG0772 VAMORI RM 2                          17.648 METERS 27319     |
 CG0771|---------------------------------------------------------------------|
 CG0771
 CG0771                          SUPERSEDED SURVEY CONTROL
 CG0771
 CG0771  NAD 83(1986)-  31 43 12.02954(N)    111 54 38.07593(W) AD(       ) 2
 CG0771  NAD 27      -  31 43 11.73100(N)    111 54 35.63800(W) AD(       ) 2
 CG0771  NGVD 29 (??/??/92)  685.017  (m)         2247.43   (f) ADJ UNCH    2 0
 CG0771
 CG0771.Superseded values are not recommended for survey control.
 CG0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0771.See file dsdata.txt to determine how the superseded data were derived.
 CG0771
 CG0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1372909762(NAD 83)
 CG0771_MARKER: DS = TRIANGULATION STATION DISK
 CG0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0771_STAMPING: VAMORI 1935
 CG0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0771+STABILITY: SURFACE MOTION
 CG0771
 CG0771  HISTORY     - Date     Condition        Report By
 CG0771  HISTORY     - 1935     MONUMENTED       CGS
 CG0771  HISTORY     - 1961     GOOD             NGS
 CG0771
 CG0771                          STATION DESCRIPTION
 CG0771
 CG0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0771'ABOUT 14 MILES, AIR LINE, SOUTH-SOUTHEAST OF SELLS, ON THE PAPAGO
 CG0771'INDIAN RESERVATION AND IN THE LITTLE INDIAN VILLAGE OF VAMORI,
 CG0771'ABOUT 17.00 METERS EAST OF THE SOUTHWEST CORNER OF FENCE
 CG0771'ENCLOSING A SCHOOLYARD, 5.0 METERS SOUTH OF FENCE LINE, AND 9.0
 CG0771'METERS NORTH OF TRACK ROAD.  MARKED BY STANDARD BRONZE DISKS.
 CG0771'REFERENCE MARK NO. 1, A STANDARD
 CG0771'BRONZE REFERENCE DISK, IS 18.310 METERS (60.07 FEET)
 CG0771'FROM STATION S 12 DEG 42 MIN E. REFERENCE MARK NO. 2,
 CG0771'A STANDARD BRONZE REFERENCE DISK, IS 17,648 METERS
 CG0771'(57.90 FEET) FROM STATION N 86 DEG 41 MIN W. ANY STATION
 CG0771'SIGHTED FROM VAMORI MAY BE USED AS AN AZIMUTH MARK.
 CG0771
 CG0771                          STATION RECOVERY (1961)
 CG0771
 CG0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CG0771'0.2 MI SW FROM VAMORI.
 CG0771'ABOUT 0.2 MILE SOUTHWEST ACROSS COUNTRY FROM THE WINDMILL AND TWO
 CG0771'WATER TANKS AT VAMORI, 181 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CG0771'AN ABANDONED STUCCO SCHOOL HOUSE, 16 FEET SOUTH OF A FENCE AROUND THE
 CG0771'SCHOOL HOUSE, 60 FEET NORTH OF VAMORI R.M. 1, 57.7 FEET EAST OF VAMORI
 CG0771'R.M. 2, 1.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 CG0771'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0770 ***********************************************************************
 CG0770  DESIGNATION -  VAMORI RM 1
 CG0770  PID         -  CG0770
 CG0770  STATE/COUNTY-  AZ/PIMA
 CG0770  USGS QUAD   -  VAMORI (1979)
 CG0770
 CG0770                         *CURRENT SURVEY CONTROL
 CG0770  ___________________________________________________________________
 CG0770* NAD 83(1986)-  31 43 11.     (N)    111 54 37.     (W)     SCALED    
 CG0770* NAVD 88     -       685.60   (+/-2cm)    2249.3    (feet)  VERTCON   
 CG0770  ___________________________________________________________________
 CG0770  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CG0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0770
 CG0770.The horizontal coordinates were scaled from a topographic map and have
 CG0770.an estimated accuracy of +/- 6 seconds.
 CG0770
 CG0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0770.The vertical order pertains to the NGVD 29 superseded value.
 CG0770
 CG0770.The geoid height was determined by GEOID03.
 CG0770
 CG0770;                    North         East    Units  Estimated Accuracy
 CG0770;SPC AZ C     -    79,790.      213,970.      MT  (+/- 180 meters Scaled)
 CG0770
 CG0770                          SUPERSEDED SURVEY CONTROL
 CG0770
 CG0770  NGVD 29 (??/??/92)  684.887  (m)         2247.00   (f) ADJ UNCH    2 0
 CG0770
 CG0770.Superseded values are not recommended for survey control.
 CG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0770.See file dsdata.txt to determine how the superseded data were derived.
 CG0770
 CG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA137097(NAD 83)
 CG0770_MARKER: DR = REFERENCE MARK DISK
 CG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0770_STAMPING: VAMORI NO 1 1935
 CG0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0770+STABILITY: SURFACE MOTION
 CG0770
 CG0770  HISTORY     - Date     Condition        Report By
 CG0770  HISTORY     - 1935     MONUMENTED       CGS
 CG0770  HISTORY     - 1961     GOOD             NGS
 CG0770
 CG0770                          STATION DESCRIPTION
 CG0770
 CG0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CG0770'0.2 MILE SW FROM VAMORI.
 CG0770'ABOUT 0.2 MILE SOUTHWEST ACROSS COUNTRY FROM THE WINDMILL AND TWO
 CG0770'WATER TANKS AT VAMORI, 237 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CG0770'AN ABANDONED STUCCO SCHOOL HOUSE, 76 FEET SOUTH OF A FENCE AROUND THE
 CG0770'SCHOOL HOUSE, 60.0 FEET SOUTH OF VAMORI 1935, AND SET IN THE TOP OF A
 CG0770'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0772 ***********************************************************************
 CG0772  DESIGNATION -  VAMORI RM 2
 CG0772  PID         -  CG0772
 CG0772  STATE/COUNTY-  AZ/PIMA
 CG0772  USGS QUAD   -  VAMORI (1979)
 CG0772
 CG0772                         *CURRENT SURVEY CONTROL
 CG0772  ___________________________________________________________________
 CG0772* NAD 83(1986)-  31 43 11.     (N)    111 54 37.     (W)     SCALED    
 CG0772* NAVD 88     -       685.62   (+/-2cm)    2249.4    (feet)  VERTCON   
 CG0772  ___________________________________________________________________
 CG0772  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CG0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0772
 CG0772.The horizontal coordinates were scaled from a topographic map and have
 CG0772.an estimated accuracy of +/- 6 seconds.
 CG0772
 CG0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0772.The vertical order pertains to the NGVD 29 superseded value.
 CG0772
 CG0772.The geoid height was determined by GEOID03.
 CG0772
 CG0772;                    North         East    Units  Estimated Accuracy
 CG0772;SPC AZ C     -    79,790.      213,970.      MT  (+/- 180 meters Scaled)
 CG0772
 CG0772                          SUPERSEDED SURVEY CONTROL
 CG0772
 CG0772  NGVD 29 (??/??/92)  684.913  (m)         2247.09   (f) ADJ UNCH    2 0
 CG0772
 CG0772.Superseded values are not recommended for survey control.
 CG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0772.See file dsdata.txt to determine how the superseded data were derived.
 CG0772
 CG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA137097(NAD 83)
 CG0772_MARKER: DR = REFERENCE MARK DISK
 CG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0772_STAMPING: VAMORI NO 2 1935
 CG0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0772+STABILITY: SURFACE MOTION
 CG0772
 CG0772  HISTORY     - Date     Condition        Report By
 CG0772  HISTORY     - 1935     MONUMENTED       CGS
 CG0772  HISTORY     - 1961     GOOD             NGS
 CG0772
 CG0772                          STATION DESCRIPTION
 CG0772
 CG0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CG0772'0.2 MI SW FROM VAMORI.
 CG0772'ABOUT 0.2 MILE SOUTHWEST ACROSS COUNTRY FROM THE WINDMILL AND TWO
 CG0772'WATER TANKS AT VAMORI, 234 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CG0772'AN ABANDONED STUCCO SCHOOL HOUSE, 13 FEET SOUTH OF THE SOUTHWEST
 CG0772'CORNER POST OF A FENCE AROUND THE SCHOOL HOUSE, 57.7 FEET WEST OF
 CG0772'VAMORI 1935, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CG0772'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0568 ***********************************************************************
 DV0568  DESIGNATION -  VAN
 DV0568  PID         -  DV0568
 DV0568  STATE/COUNTY-  AZ/MARICOPA
 DV0568  USGS QUAD   -  FOWLER (1982)
 DV0568
 DV0568                         *CURRENT SURVEY CONTROL
 DV0568  ___________________________________________________________________
 DV0568* NAD 83(1992)-  33 27 33.56605(N)    112 12 11.84114(W)     ADJUSTED  
 DV0568* NAVD 88     -       320.26   (+/-2cm)    1050.7    (feet)  VERTCON   
 DV0568  ___________________________________________________________________
 DV0568  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DV0568  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0568  HORZ ORDER  -  SECOND
 DV0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0568
 DV0568.The horizontal coordinates were established by classical geodetic methods
 DV0568.and adjusted by the National Geodetic Survey in August 1993.
 DV0568
 DV0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0568.The vertical order pertains to the NGVD 29 superseded value.
 DV0568
 DV0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0568
 DV0568.The geoid height was determined by GEOID03.
 DV0568
 DV0568;                    North         East     Units Scale Factor Converg.
 DV0568;SPC AZ C     -   272,726.140   186,716.475   MT  0.99990875   -0 09 28.9
 DV0568;SPC AZ C     -   894,770.80    612,586.86   iFT  0.99990875   -0 09 28.9
 DV0568;UTM  12      - 3,702,856.975   388,176.536   MT  0.99975416   -0 39 48.6
 DV0568
 DV0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0568!SPC AZ C     -   0.99995446  x   0.99990875  =   0.99986322
 DV0568!UTM  12      -   0.99995446  x   0.99975416  =   0.99970863
 DV0568
 DV0568|---------------------------------------------------------------------|
 DV0568| PID    Reference Object                     Distance      Geod. Az  |
 DV0568|                                                           dddmmss.s |
 DV0568| DV0569 VAN RM 1                             18.380 METERS 00106     |
 DV0568| DV0570 VAN 2                                 2.917 METERS 08400     |
 DV0568| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 4.0 KM 1254848.1 |
 DV0568| DV0567 VAN RM 2                             24.129 METERS 18027     |
 DV0568| DV0574 EVANS AZ MK                         APPROX. 0.8 KM 3320841.0 |
 DV0568|---------------------------------------------------------------------|
 DV0568
 DV0568                          SUPERSEDED SURVEY CONTROL
 DV0568
 DV0568  NAD 83(1986)-  33 27 33.55975(N)    112 12 11.84756(W) AD(       ) 2
 DV0568  NAD 27      -  33 27 33.40570(N)    112 12 09.29930(W) AD(       ) 2
 DV0568  NGVD 29 (??/??/92)  319.634  (m)         1048.67   (f) ADJ UNCH    2 0
 DV0568
 DV0568.Superseded values are not recommended for survey control.
 DV0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0568.See file dsdata.txt to determine how the superseded data were derived.
 DV0568
 DV0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8817702857(NAD 83)
 DV0568_MARKER: DS = TRIANGULATION STATION DISK
 DV0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0568_STAMPING: VAN 1963
 DV0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0568+STABILITY: SURFACE MOTION
 DV0568
 DV0568  HISTORY     - Date     Condition        Report By
 DV0568  HISTORY     - 1963     MONUMENTED       CGS
 DV0568  HISTORY     - 1969     GOOD             CGS
 DV0568  HISTORY     - 1969     GOOD             NGS
 DV0568  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0568  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0568
 DV0568                          STATION DESCRIPTION
 DV0568
 DV0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0568'STATION IS LOCATED ABOUT 7 MILES WEST OF THE CENTER OF PHOENIX,
 DV0568'ABOUT 1/2 MILE NORTH OF WEST VAN BUREN STREET, ABOUT 1/2 MILE
 DV0568'SOUTH OF WEST MC DOWELL ROAD AND IS ON THE EAST SIDE OF 67TH
 DV0568'AVENUE.
 DV0568'
 DV0568'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0568'(U.S. HIGHWAY 80) AND 67TH AVENUE IN THE SOUTHWEST PART OF
 DV0568'PHOENIX, GO NORTH ON 67TH AVENUE FOR 1.0 MILE TO WEST VAN BUREN
 DV0568'STREET, CONTINUE NORTH ON 67TH AVENUE FOR 0.55 MILE TO THE STATION
 DV0568'ON THE RIGHT.
 DV0568'
 DV0568'STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0568'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV0568'VAN 1963.  THE MARK IS 39.5 FEET NORTH OF A FIELD ENTRANCE,
 DV0568'22.5 FEET EAST OF CENTER OF 67TH AVENUE, 3.4 FEET NORTH-NORTHWEST
 DV0568'OF POWER POLE 10 AND 2.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 DV0568'
 DV0568'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF
 DV0568'A ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND AND
 DV0568'IS STAMPED VAN NO 1 1963.  THE MARK IS 64 FEET NORTH OF POWER
 DV0568'POLE 10, 57.8 FEET NORTH OF A WITNESS POST AND 23 FEET EAST OF
 DV0568'CENTER OF 67TH AVENUE.
 DV0568'
 DV0568'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF
 DV0568'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV0568'VAN NO 2 1963.  THE MARK IS 81.7 FEET SOUTH OF A WITNESS POST,
 DV0568'71.5 FEET SOUTH OF POWER POLE 10 AND 22 FEET EAST OF CENTER
 DV0568'OF 67TH AVENUE.
 DV0568'
 DV0568'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 DV0568'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV0568'EVANS 1963.  THE MARK IS 28 FEET NORTH OF CENTER OF WEST
 DV0568'MC DOWELL ROAD, 19 FEET EAST-NORTHEAST OF UTILITY POLE 60E-6,
 DV0568'2.3 FEET SOUTH OF FENCE AND 2.1 FEET WEST OF A WITNESS POST.
 DV0568'
 DV0568'WEST MC DOWELL ROAD AND 67TH AVENUE SECTION CORNER, IS A PUNCH
 DV0568'MARK IN THE CENTER OF A CHISLED CROSS IN THE CONCRETE WHICH IS
 DV0568'ABOUT 1 INCH BELOW THE BLACKTOP SURFACE OF ROAD.
 DV0568'
 DV0568'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DV0568'67TH AVENUE FOR 0.45 MILE TO THE INTERSECTION OF WEST MC DOWELL
 DV0568'ROAD (SECTION CORNER MARK IS IN CENTER OF THIS INTERSECTION),
 DV0568'TURN LEFT, GO WEST ON WEST MC DOWELL ROAD FOR 0.25 MILE TO THE
 DV0568'AZIMUTH MARK ON THE RIGHT.
 DV0568'
 DV0568'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0568
 DV0568                          STATION RECOVERY (1969)
 DV0568
 DV0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GLS)
 DV0568'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED, FOUND TO BE
 DV0568'AS DESCRIBED IN 1963, AND IN GOOD CONDITION.  REFERENCE MARK 1
 DV0568'WAS FOUND WITH THE TOP 6 INCHES OF ITS TOP BROKEN OFF AND
 DV0568'REFERENCE MARK 2 WAS RECOVERED LYING HORIZONTALLY UPON THE
 DV0568'SURFACE OF THE GROUND.
 DV0568'
 DV0568'THE ARIZONA HIGHWAY DEPARTMENT HAS ADVISED THAT THIS STATION
 DV0568'WILL BE DESTROYED BY FUTURE WIDENING OF 67TH AVENUE, AND A
 DV0568'COMPLETE NEW TRIANGULATION REPLACEMENT STATION WAS ESTABLISHED
 DV0568'9.57 FEET EAST OF THE ORIGINAL MARK.
 DV0568'
 DV0568'TRIANGULATION STATION VAN 1963 WAS LEFT UNDISTURBED AT THIS
 DV0568'TIME SO THAT ITS HORIZONTAL AND VERTICAL POSITION MAY BE USED,
 DV0568'UNTIL SUCH TIME THAT IT IS DESTROYED BY CONSTRUCTION.
 DV0568'
 DV0568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 DV0568'PHOENIX
 DV0568
 DV0568                          STATION RECOVERY (1969)
 DV0568
 DV0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DV0568'7 MI W FROM PHOENIX.
 DV0568'1.0 MILE NORTH ALONG 67TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0568'PACIFIC CO. RAILROAD, ABOUT 0.05 MILE NORTH OF A HOUSE WEST OF THE
 DV0568'ROAD, 22 FEET EAST OF THE CENTER OF 67TH AVENUE, 39 FEET NORTH OF THE
 DV0568'CENTER OF A FIELD ENTRANCE, 3.5 FEET NORTH OF POWER POLE NO. 10, 2.5
 DV0568'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DV0568'AVENUE, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0568
 DV0568                          STATION RECOVERY (2006)
 DV0568
 DV0568'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0568'MARK NOT FOUND.
 DV0568
 DV0568                          STATION RECOVERY (2008)
 DV0568
 DV0568'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0568'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0568'MARK. THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS UNDER
 DV0568'THE PAVEMENT IN THE CURB LANE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0570 ***********************************************************************
 DV0570  DESIGNATION -  VAN 2
 DV0570  PID         -  DV0570
 DV0570  STATE/COUNTY-  AZ/MARICOPA
 DV0570  USGS QUAD   -  FOWLER (1982)
 DV0570
 DV0570                         *CURRENT SURVEY CONTROL
 DV0570  ___________________________________________________________________
 DV0570* NAD 83(1992)-  33 27 33.57594(N)    112 12 11.72879(W)     NO CHECK  
 DV0570* NAVD 88     -       320.36   (+/-2cm)    1051.0    (feet)  VERTCON   
 DV0570  ___________________________________________________________________
 DV0570  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DV0570  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0570  HORZ ORDER  -  SECOND
 DV0570  VERT ORDER  -  THIRD (See Below)
 DV0570
 DV0570.The horizontal coordinates were established by classical geodetic methods
 DV0570.and adjusted by the National Geodetic Survey in August 1993.
 DV0570.No horizontal observational check was made to the station.
 DV0570
 DV0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0570.The vertical order pertains to the NGVD 29 superseded value.
 DV0570
 DV0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0570
 DV0570.The geoid height was determined by GEOID03.
 DV0570
 DV0570;                    North         East     Units Scale Factor Converg.
 DV0570;SPC AZ C     -   272,726.437   186,719.377   MT  0.99990875   -0 09 28.8
 DV0570;SPC AZ C     -   894,771.77    612,596.38   iFT  0.99990875   -0 09 28.8
 DV0570;UTM  12      - 3,702,857.246   388,179.440   MT  0.99975416   -0 39 48.5
 DV0570
 DV0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0570!SPC AZ C     -   0.99995445  x   0.99990875  =   0.99986320
 DV0570!UTM  12      -   0.99995445  x   0.99975416  =   0.99970862
 DV0570
 DV0570|---------------------------------------------------------------------|
 DV0570| PID    Reference Object                     Distance      Geod. Az  |
 DV0570|                                                           dddmmss.s |
 DV0570| DV0571 VAN 2 RM 3                           11.616 METERS 00052     |
 DV0570| DV2094 PHOENIX W COTTON PROD CO TANK       APPROX. 4.0 KM 1255028.0 |
 DV0570| DV0572 VAN 2 RM 4                           19.187 METERS 18208     |
 DV0570| DV0568 VAN                                   2.917 METERS 26400     |
 DV0570| DV0574 EVANS AZ MK                         APPROX. 0.8 KM 3315724.0 |
 DV0570|---------------------------------------------------------------------|
 DV0570
 DV0570                          SUPERSEDED SURVEY CONTROL
 DV0570
 DV0570  NAD 83(1986)-  33 27 33.56966(N)    112 12 11.73507(W) AD(       ) 2
 DV0570  NAD 27      -  33 27 33.41559(N)    112 12 09.18696(W) AD(       ) 2
 DV0570  NGVD 29 (03/28/06)  319.73   (m)         1049.0    (f) RESET       3  
 DV0570
 DV0570.Superseded values are not recommended for survey control.
 DV0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0570.See file dsdata.txt to determine how the superseded data were derived.
 DV0570
 DV0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8817902857(NAD 83)
 DV0570_MARKER: DS = TRIANGULATION STATION DISK
 DV0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0570_STAMPING: VAN 2 1969
 DV0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0570+STABILITY: SURFACE MOTION
 DV0570
 DV0570  HISTORY     - Date     Condition        Report By
 DV0570  HISTORY     - 1969     MONUMENTED       CGS
 DV0570  HISTORY     - 1969     GOOD             CGS
 DV0570  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0570  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0570
 DV0570                          STATION DESCRIPTION
 DV0570
 DV0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GLS)
 DV0570'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE CENTER OF
 DV0570'PHOENIX, ABOUT 1/2 MILE NORTH OF WEST VAN BUREN STREET, ABOUT
 DV0570'1/2 MILE SOUTH OF WEST MC DOWELL ROAD, AND ON THE EAST SIDE
 DV0570'OF 67TH AVENUE.
 DV0570'
 DV0570'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0570'(U.S. HIGHWAY 80) AND 67TH AVENUE IN THE SOUTHWEST PART OF
 DV0570'PHOENIX, DRIVE NORTH ON 67TH AVENUE FOR 1.0 MILE TO WEST
 DV0570'VAN BUREN STREET.  CONTINUE NORTH ON THE AVENUE FOR 0.55
 DV0570'MILE TO THE STATION ON THE RIGHT.
 DV0570'
 DV0570'THE STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 DV0570'DISK, STAMPED VAN 2 1969, SET IN THE TOP OF A 12 INCHES IN
 DV0570'DIAMETER CYLINDRICAL CONCRETE POST THAT PROJECTS 1 INCH
 DV0570'ABOVE THE GROUND SURFACE.  IT IS 42 FEET NORTH OF THE CENTER
 DV0570'OF A FARM ENTRANCE ROAD, 32.5 FEET EAST OF THE CENTER OF THE
 DV0570'AVENUE, 9.5 FEET NORTHEAST OF TELEPHONE-POWERLINE POLE NUMBER
 DV0570'10, 5.0 FEET EAST OF A SMALL IRRIGATION DITCH, AND 2.5 FEET
 DV0570'SOUTH AND 2.5 FEET NORTH OF TWO METAL WITNESS POSTS.
 DV0570'
 DV0570'THE UNDERGROUND-STATION MARK IS A STANDARD DISK, STAMPED
 DV0570'VAN 2 1969, SET IN THE TOP OF A MASS OF CONCRETE 3 FEET
 DV0570'BENEATH THE SURFACE OF THE GROUND.
 DV0570'
 DV0570'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED VAN 2 NO 3 1969,
 DV0570'SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL CONCRETE
 DV0570'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DV0570'44.0 FEET NORTH-NORTHEAST OF POWERLINE-TELEPHONE POLE NUMBER 10,
 DV0570'33.0 FEET EAST OF THE CENTER OF THE AVENUE, 5.0 FEET EAST OF THE
 DV0570'CENTER OF THE SMALL IRRIGATION DITCH, AND 0.8 FOOT SOUTH OF A
 DV0570'METAL WITNESS POST.
 DV0570'
 DV0570'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED VAN 2 NO 4
 DV0570'1969, SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL
 DV0570'CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 DV0570'IT IS 59.0 FEET SOUTH-SOUTHEAST OF THE POWERLINE-TELEPHONE
 DV0570'POLE NUMBER 10, 31.5 FEET EAST OF THE CENTER OF THE AVENUE,
 DV0570'21.0 FEET SOUTH OF THE CENTER OF A PRIVATE FARM ENTRANCE
 DV0570'FROM THE AVENUE, 4.0 FEET EAST OF THE IRRIGATION DITCH, AND
 DV0570'0.5 FOOT EAST OF A METAL WITNESS POST.
 DV0570'
 DV0570'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EVANS 1963,
 DV0570'SET IN THE TOP OF A 10 INCHES IN DIAMETER CONCRETE POST
 DV0570'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DV0570'28.0 FEET NORTH OF THE CENTER OF WEST MC DOWELL ROAD, 19.0
 DV0570'FEET EAST-NORTHEAST OF UTILITY POLE NUMBER 60E-6, 2.3 FEET
 DV0570'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 2.1 FEET WEST
 DV0570'OF A METAL WITNESS POST.
 DV0570'
 DV0570'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH
 DV0570'ON 67TH AVENUE FOR 0.45 MILE TO WEST MC DOWELL ROAD.  TURN
 DV0570'LEFT AND DRIVE WEST ON THE ROAD FOR 0.25 MILE TO THE MARK
 DV0570'ON THE RIGHT.
 DV0570'
 DV0570'NOTE--THE STATION MARK AND REFERENCE MARKS 3 AND 4 ARE ALSO
 DV0570'BENCH MARKS.
 DV0570
 DV0570                          STATION RECOVERY (1969)
 DV0570
 DV0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DV0570'7 MI W FROM PHOENIX.
 DV0570'1.0 MILE NORTH ALONG 67TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0570'PACIFIC COMPANY RAILROAD, 0.55 MILE NORTH OF THE CROSSROAD
 DV0570'INTERSECTION OF 67TH AVENUE AND WEST VAN BUREN STREET, 42 FEET NORTH
 DV0570'OF THE CENTER OF A FIELD ENTRANCE ROAD, 32.5 FEET EAST OF THE CENTER
 DV0570'OF THE AVENUE, 9.5 FEET NORTHEAST OF TELEPHONE-POWERLINE POLE NUMBER
 DV0570'10, 5.0 FEET EAST OF THE CENTER OF A SMALL IRRIGATION DITCH, AND 2.5
 DV0570'FEET NORTH AND 2.5 FEET SOUTH OF TWO METAL WITNESS POSTS.  THE BENCH
 DV0570'MARK DISK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL
 DV0570'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 DV0570
 DV0570                          STATION RECOVERY (1996)
 DV0570
 DV0570'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0570'MARK NOT FOUND.
 DV0570
 DV0570                          STATION RECOVERY (2008)
 DV0570
 DV0570'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0570'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0570'MARK. THE ROAD HAS BEEN WIDENED, AND SIDEWALKS INSTALLED. THE
 DV0570'IRRIGATION DITCH HAS BEEN FILLED-IN AND REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0571 ***********************************************************************
 DV0571  DESIGNATION -  VAN 2 RM 3
 DV0571  PID         -  DV0571
 DV0571  STATE/COUNTY-  AZ/MARICOPA
 DV0571  USGS QUAD   -  FOWLER (1982)
 DV0571
 DV0571                         *CURRENT SURVEY CONTROL
 DV0571  ___________________________________________________________________
 DV0571* NAD 83(1986)-  33 27 34.     (N)    112 12 11.     (W)     SCALED    
 DV0571* NAVD 88     -       320.51   (+/-2cm)    1051.5    (feet)  VERTCON   
 DV0571  ___________________________________________________________________
 DV0571  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0571  VERT ORDER  -  THIRD (See Below)
 DV0571
 DV0571.The horizontal coordinates were scaled from a topographic map and have
 DV0571.an estimated accuracy of +/- 6 seconds.
 DV0571
 DV0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0571.The vertical order pertains to the NGVD 29 superseded value.
 DV0571
 DV0571.The geoid height was determined by GEOID03.
 DV0571
 DV0571;                    North         East    Units  Estimated Accuracy
 DV0571;SPC AZ C     -   272,740.      186,740.      MT  (+/- 180 meters Scaled)
 DV0571
 DV0571                          SUPERSEDED SURVEY CONTROL
 DV0571
 DV0571  NGVD 29 (03/28/06)  319.89   (m)         1049.5    (f) RESET       3  
 DV0571
 DV0571.Superseded values are not recommended for survey control.
 DV0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0571.See file dsdata.txt to determine how the superseded data were derived.
 DV0571
 DV0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881028(NAD 83)
 DV0571_MARKER: DR = REFERENCE MARK DISK
 DV0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0571_STAMPING: VAN 2 NO 3 1969
 DV0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0571+STABILITY: SURFACE MOTION
 DV0571
 DV0571  HISTORY     - Date     Condition        Report By
 DV0571  HISTORY     - 1969     MONUMENTED       CGS
 DV0571  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0571
 DV0571                          STATION DESCRIPTION
 DV0571
 DV0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DV0571'7 MI W FROM PHOENIX.
 DV0571'1.0 MILE NORTH ALONG 67TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0571'PACIFIC COMPANY RAILROAD, 0.55 MILE NORTH OF THE CROSSROAD
 DV0571'INTERSECTION OF 67TH AVENUE AND WEST VAN BUREN STREET, 44.0 FEET
 DV0571'NORTH-NORTHEAST OF TELEPHONE-POWERLINE POLE NUMBER 10, 33.0 FEET EAST
 DV0571'OF THE CENTER OF THE AVENUE, 5.0 FEET EAST OF THE CENTER OF A SMALL
 DV0571'IRRIGATION DITCH, AND 0.8 FOOT SOUTH OF A METAL WITNESS POST.  THE
 DV0571'BENCH MARK DISK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER
 DV0571'CYLINDRICAL CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 DV0571
 DV0571                          STATION RECOVERY (2008)
 DV0571
 DV0571'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0571'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0571'MARK. THE ROAD HAS BEEN WIDENED, AND SIDEWALKS INSTALLED. THE
 DV0571'IRRIGATION DITCH HAS BEEN FILLED-IN AND REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0572 ***********************************************************************
 DV0572  DESIGNATION -  VAN 2 RM 4
 DV0572  PID         -  DV0572
 DV0572  STATE/COUNTY-  AZ/MARICOPA
 DV0572  USGS QUAD   -  FOWLER (1982)
 DV0572
 DV0572                         *CURRENT SURVEY CONTROL
 DV0572  ___________________________________________________________________
 DV0572* NAD 83(1986)-  33 27 33.     (N)    112 12 11.     (W)     SCALED    
 DV0572* NAVD 88     -       320.50   (+/-2cm)    1051.5    (feet)  VERTCON   
 DV0572  ___________________________________________________________________
 DV0572  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DV0572  VERT ORDER  -  THIRD (See Below)
 DV0572
 DV0572.The horizontal coordinates were scaled from a topographic map and have
 DV0572.an estimated accuracy of +/- 6 seconds.
 DV0572
 DV0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0572.The vertical order pertains to the NGVD 29 superseded value.
 DV0572
 DV0572.The geoid height was determined by GEOID03.
 DV0572
 DV0572;                    North         East    Units  Estimated Accuracy
 DV0572;SPC AZ C     -   272,710.      186,740.      MT  (+/- 180 meters Scaled)
 DV0572
 DV0572                          SUPERSEDED SURVEY CONTROL
 DV0572
 DV0572  NGVD 29 (03/28/06)  319.88   (m)         1049.5    (f) RESET       3  
 DV0572
 DV0572.Superseded values are not recommended for survey control.
 DV0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0572.See file dsdata.txt to determine how the superseded data were derived.
 DV0572
 DV0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC881028(NAD 83)
 DV0572_MARKER: DR = REFERENCE MARK DISK
 DV0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0572_STAMPING: VAN 2 NO 4 1969
 DV0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0572+STABILITY: SURFACE MOTION
 DV0572
 DV0572  HISTORY     - Date     Condition        Report By
 DV0572  HISTORY     - 1969     MONUMENTED       CGS
 DV0572  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0572
 DV0572                          STATION DESCRIPTION
 DV0572
 DV0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DV0572'7 MI W FROM PHOENIX.
 DV0572'1.0 MILE NORTH ALONG 67TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0572'PACIFIC COMPANY RAILROAD, 0.55 MILE NORTH OF THE CROSSROAD
 DV0572'INTERSECTION OF 67TH AVENUE AND WEST VAN BUREN STREET, 59.0 FEET
 DV0572'SOUTH-SOUTHEAST OF TELEPHONE-POWERLINE POLE NUMBER 10, 31.5 FEET EAST
 DV0572'OF THE CENTER OF THE AVENUE, 21 FEET SOUTH OF THE CENTER OF A FIELD
 DV0572'ENTRANCE ROAD, 4.0 FEET EAST OF THE CENTER OF A SMALL IRRIGATION
 DV0572'DITCH, AND 0.5 FOOT EAST OF A METAL WITNESS POST.  THE BENCH MARK DISK
 DV0572'IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL CONCRETE POST
 DV0572'THAT PROJECTS 8 INCHES ABOVE THE GROUND.
 DV0572
 DV0572                          STATION RECOVERY (2008)
 DV0572
 DV0572'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0572'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0572'MARK. THE ROAD HAS BEEN WIDENED, AND SIDEWALKS INSTALLED. THE
 DV0572'IRRIGATION DITCH HAS BEEN FILLED-IN AND REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1231 ***********************************************************************
 CY1231  DESIGNATION -  VAN GAUSIG
 CY1231  PID         -  CY1231
 CY1231  STATE/COUNTY-  AZ/GRAHAM
 CY1231  USGS QUAD   -  GILLESPIE MTN (1966)
 CY1231
 CY1231                         *CURRENT SURVEY CONTROL
 CY1231  ___________________________________________________________________
 CY1231* NAD 83(1992)-  32 31 55.16888(N)    109 41 57.81186(W)     ADJUSTED  
 CY1231* NAVD 88     -      1558.2    (meters)    5112.     (feet)  VERTCON   
 CY1231  ___________________________________________________________________
 CY1231  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 CY1231  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CY1231  HORZ ORDER  -  FIRST
 CY1231
 CY1231.The horizontal coordinates were established by classical geodetic methods
 CY1231.and adjusted by the National Geodetic Survey in August 1993.
 CY1231
 CY1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1231
 CY1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1231
 CY1231.The geoid height was determined by GEOID03.
 CY1231
 CY1231;                    North         East     Units Scale Factor Converg.
 CY1231;SPC AZ E     -   169,950.686   257,253.207   MT  0.99992375   +0 15 04.6
 CY1231;SPC AZ E     -   557,580.99    844,006.58   iFT  0.99992375   +0 15 04.6
 CY1231;UTM  12      - 3,600,150.979   622,139.204   MT  0.99978396   +0 41 58.3
 CY1231
 CY1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1231!SPC AZ E     -   0.99975959  x   0.99992375  =   0.99968336
 CY1231!UTM  12      -   0.99975959  x   0.99978396  =   0.99954360
 CY1231
 CY1231|---------------------------------------------------------------------|
 CY1231| PID    Reference Object                     Distance      Geod. Az  |
 CY1231|                                                           dddmmss.s |
 CY1231| CC7586 VAN GAUSIG RM 1 PIN                   6.175 METERS 03848     |
 CY1231| CC7584 HIGHWAY 666 STA 490+30 4129.23                     0395256.0 |
 CY1231| CC7585 VAN GAUSIG RM 1                       6.083 METERS 04912     |
 CY1231| CC7587 VAN GAUSIG RM 2                      13.372 METERS 11053     |
 CY1231| CC7588 VAN GAUSIG RM 2 PIN                   7.818 METERS 14936     |
 CY1231| CY1234 HELIO PEAK LOOKOUT TOWER            APPROX.19.2 KM 3130106.7 |
 CY1231| CY0717 WICK                                APPROX.28.2 KM 3573249.7 |
 CY1231|---------------------------------------------------------------------|
 CY1231
 CY1231                          SUPERSEDED SURVEY CONTROL
 CY1231
 CY1231  NAD 83(1986)-  32 31 55.16476(N)    109 41 57.80744(W) AD(       ) 1
 CY1231  NAD 27      -  32 31 54.92500(N)    109 41 55.53700(W) AD(       ) 1
 CY1231  NGVD 29 (07/19/86) 1557.4    (m)         5110.     (f) VERT ANG    3  
 CY1231
 CY1231.Superseded values are not recommended for survey control.
 CY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1231.See file dsdata.txt to determine how the superseded data were derived.
 CY1231
 CY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2213900151(NAD 83)
 CY1231_MARKER: DS = TRIANGULATION STATION DISK
 CY1231_SETTING: 66 = SET IN ROCK OUTCROP
 CY1231_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1231+STABILITY: POSITION/ELEVATION WELL
 CY1231
 CY1231  HISTORY     - Date     Condition        Report By
 CY1231  HISTORY     - 1945     MONUMENTED       USFS
 CY1231  HISTORY     - 1965     GOOD             USGS
 CY1231  HISTORY     - 1972     GOOD             AZHD
 CY1231  HISTORY     - 1983     GOOD             AZDT
 CY1231
 CY1231                          STATION DESCRIPTION
 CY1231
 CY1231'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 CY1231'STATION IS LOCATED ABOUT 20-1/2 MILES (AIR LINE) S OF SAFFORD,
 CY1231'11 MILES (AIR LINE) SW OF TANQUE, 1-1/2 MILES W OF U.S. HIGHWAY
 CY1231'666, AND ABOUT 1/2 MILE NW OF THE VAN GAUSIG RANCH.  IT
 CY1231'IS ON THE FIRST HIGH CONICAL PEAK W OF U.S. HIGHWAY 666
 CY1231'AND ON THE E BOUNDARY OF THE CROOK NATIONAL FOREST (MT. GRAHAM
 CY1231'DISTRICT).
 CY1231'
 CY1231'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND
 CY1231'666 AT SAFFORD, GO S ON HIGHWAY 666 FOR 7.0 MILES TO THE
 CY1231'SWIFT TRAIL JUNCTION, CONTINUE ON THE HIGHWAY FOR 9.8 MILES
 CY1231'TO WHERE A GRAVEL ROAD TURNS RIGHT TO FORT GRANT, CONTINUE
 CY1231'ON THE HIGHWAY FOR 2.2 MILES TO A SMALL CONCRETE CULVERT IN
 CY1231'WHICH THE AZIMUTH MARK IS SET, CONTINUE AHEAD FOR 0.8 MILE
 CY1231'TO THE END OF THE PAVEMENT OF HIGHWAY 666, CONTINUE AHEAD ON
 CY1231'UNPAVED HIGHWAY 666 FOR 0.5 MILE, TURN RIGHT ACROSS COUNTRY
 CY1231'TOWARD THE STATION AND CONTINUE FOR 1.3 MILES TO THE WASH
 CY1231'AT THE BASE OF THE PEAK AND THE END OF TRUCK TRAVEL.  PACK
 CY1231'TO THE LEFT OF THE DRAW TO THE RIDGE AND THEN RIGHT TO THE
 CY1231'PEAK AND THE STATION.
 CY1231'
 CY1231'STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE FOREST
 CY1231'SERVICE DISK SET IN A 3-INCH DEPRESSION IN BEDROCK ON THE
 CY1231'HIGHEST POINT OF THE PEAK.  IT IS STAMPED VAN GOUSIG 1934.
 CY1231'
 CY1231'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 CY1231'BEDROCK AND IS STAMPED VAN GAUSIG NO 1 USFS 1945.  IT IS
 CY1231'NE OF THE STATION AND ABOUT 5 FEET LOWER.
 CY1231'
 CY1231'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 CY1231'BEDROCK AND IS STAMPED VAN GAUSIG NO 2 USFS 1945.  IT
 CY1231'IS ESE OF THE STATION AND ABOUT 10 FEET LOWER.
 CY1231'
 CY1231'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT DISK SET IN
 CY1231'THE CENTER OF THE W CONCRETE ABUTMENT OF A CONCRETE CULVERT
 CY1231'ON U.S. HIGHWAY 666.  IT IS STAMPED ELEV 4129-23 STA 490 X 30
 CY1231'1941.  IT IS ABOUT 1 MILE NE OF THE STATION AND IS REACHED
 CY1231'AS SHOWN ABOVE.
 CY1231'
 CY1231'A U.S.F.S. R.M. 1, A 1/2 INCH STEEL ROD CEMENTED IN OUTCROPPING
 CY1231'BEDROCK, IS 6.175 METERS (20.260 FEET) NE OF THE STATION
 CY1231'AND ABOUT 4 FEET LOWER.
 CY1231'
 CY1231'A U.S.F.S. R.M. 2, A 1/2 INCH STEEL ROD CEMENTED IN OUTCROPPING
 CY1231'BEDROCK, IS 7.818 METERS (25.650 FEET) SSE OF THE STATION
 CY1231'AND ABOUT 5 FEET LOWER.
 CY1231
 CY1231                          STATION RECOVERY (1965)
 CY1231
 CY1231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY1231'STATION WAS RECOVERED.
 CY1231'
 CY1231'REVISED DESCRIPTION--FROM SAFFORD (JUNCTION OF U.S. HIGHWAYS
 CY1231'70 AND 666) GO SOUTH ON U.S. HIGHWAY 666 FOR 20.7 MILES,
 CY1231'TURN RIGHT THROUGH GATE AND PROCEED 0.9 MILE ALONG DIRT
 CY1231'ROAD VIA CORRAL TO FENCE.  PASS THROUGH GATE AND TURN LEFT
 CY1231'OFF OF ROAD INTO A WASH. PROCEED WEST IN THE WASH 0.15 MILE TO
 CY1231'DRAIN FORK.  TAKE RIGHT FORK 0.3 MILE TO END OF TRUCK TRAVEL.
 CY1231'PACK NORTHWEST UP RIDGE TO HIGH POINT AND STATION WHICH IS JUST
 CY1231'EAST OF THE NATIONAL FOREST BOUNDARY.  ABOUT A TWENTY MINUTE
 CY1231'PACK.
 CY1231
 CY1231                          STATION RECOVERY (1972)
 CY1231
 CY1231'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1231'A.  GENERAL LOCATION SAME AS GIVEN.
 CY1231'
 CY1231'B.  TO REACH STATION FROM WILLCOX THE ROAD IS 0.2 MILE S OF
 CY1231'VAN GUASIG SEEDING RANGE SIGN.  USE CAUTION IN WASH BEYOND RANCH
 CY1231'BECAUSE OF PLASTIC WATER LINE.
 CY1231'
 CY1231'C.  STATION MARK GOOD.
 CY1231'
 CY1231'D.  REFERENCE MARKS GOOD.
 CY1231
 CY1231                          STATION RECOVERY (1983)
 CY1231
 CY1231'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1231'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CY1231'1945.  THE AZIMUTH MARK WAS DESTROYED BY BRIDGE CONSTRUCTION.
 CY1231'
 CY1231'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY1231'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 666.
 CY1231'TURN RIGHT ALONG U.S. 666 AND TRAVEL SOUTH FOR 16.75 MILES TO THE
 CY1231'JUNCTION OF STATE ROUTE 266, CONTINUE SOUTH ALONG U.S. 666 FOR 4.6
 CY1231'MILES TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT PASSING THROUGH A GATE
 CY1231'FOR 0.8 MILE TO A CORRAL ON THE LEFT, CONTINUE AHEAD FOR 0.2 MILE TO
 CY1231'A WINDMILL ON THE LEFT.  BEAR LEFT INTO THE WASH OF DRY CREEK AT THIS
 CY1231'POINT, AND TRAVEL UP THE WASH FOR 0.4 MILE TO END OF TRUCK
 CY1231'TRAVEL.  PACK NORTHWEST UP THE RIDE TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5891 ***********************************************************************
 DJ5891  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5891  DESIGNATION -  VANB 103
 DJ5891  PID         -  DJ5891
 DJ5891  STATE/COUNTY-  AZ/MARICOPA
 DJ5891  USGS QUAD   -  TOLLESON (1982)
 DJ5891
 DJ5891                         *CURRENT SURVEY CONTROL
 DJ5891  ___________________________________________________________________
 DJ5891* NAD 83(2007)-  33 27 00.36367(N)    112 16 48.52160(W)     ADJUSTED  
 DJ5891* NAVD 88     -       307.57   (meters)    1009.1    (feet)  GPS OBS   
 DJ5891  ___________________________________________________________________
 DJ5891  EPOCH DATE  -        2007.00
 DJ5891  X           -  -2,019,788.944 (meters)                     COMP
 DJ5891  Y           -  -4,929,619.505 (meters)                     COMP
 DJ5891  Z           -   3,495,870.683 (meters)                     COMP
 DJ5891  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DJ5891  ELLIP HEIGHT-         277.240 (meters)          (03/21/07) ADJUSTED
 DJ5891  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DJ5891  HORZ ORDER  -  FIRST
 DJ5891  ELLP ORDER  -  FOURTH    CLASS I
 DJ5891
 DJ5891.The horizontal coordinates were established by GPS observations
 DJ5891.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5891
 DJ5891.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5891.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5891.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5891.The epoch date for horizontal control is a decimal equivalence
 DJ5891.of Year/Month/Day.
 DJ5891
 DJ5891.The orthometric height was determined by GPS observations and a
 DJ5891.high-resolution geoid model.
 DJ5891.The orthometric height was determined by GPS observations and a
 DJ5891.high-resolution geoid model using precise GPS observation and
 DJ5891.processing techniques.
 DJ5891
 DJ5891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5891
 DJ5891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5891
 DJ5891.The ellipsoidal height was determined by GPS observations
 DJ5891.and is referenced to NAD 83.
 DJ5891
 DJ5891.The geoid height was determined by GEOID03.
 DJ5891
 DJ5891;                    North         East     Units Scale Factor Converg.
 DJ5891;SPC AZ C     -   271,725.648   179,568.603   MT  0.99991407   -0 12 01.3
 DJ5891;SPC AZ C     -   891,488.35    589,135.84   iFT  0.99991407   -0 12 01.3
 DJ5891;UTM  12      - 3,701,919.710   381,021.169   MT  0.99977452   -0 42 20.6
 DJ5891
 DJ5891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5891!SPC AZ C     -   0.99995648  x   0.99991407  =   0.99987055
 DJ5891!UTM  12      -   0.99995648  x   0.99977452  =   0.99973101
 DJ5891
 DJ5891                          SUPERSEDED SURVEY CONTROL
 DJ5891
 DJ5891.No superseded survey control is available for this station.
 DJ5891
 DJ5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8102101920(NAD 83)
 DJ5891_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ5891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5891_STAMPING: NO STAMPING
 DJ5891_PROJECTION: FLUSH
 DJ5891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ5891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5891+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2008
 DJ5891
 DJ5891  HISTORY     - Date     Condition        Report By
 DJ5891  HISTORY     - UNK      MONUMENTED       EVANS
 DJ5891  HISTORY     - 20061101 GOOD             EVANS
 DJ5891  HISTORY     - 20080830 GOOD             GEOCAC
 DJ5891
 DJ5891                          STATION DESCRIPTION
 DJ5891
 DJ5891'DESCRIBED BY DAVID EVANS + ASSOC 2006 (MGM)
 DJ5891'FROM THE 99TH AVENUE EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5891'ON 99TH AVENUE TO VAN BUREN STREET.  TRAVEL WEST ON VAN BUREN STREET,
 DJ5891'710M, TO 103RD AVENUE.  STATION IS MARKED BY A CITY OF TOLLESON BRASS
 DJ5891'DISK IN CONCRETE POST, FLUSH WITH GROUND.  MARK IS AT THE INTERSECTION
 DJ5891'OF VAN BUREN STREET AND 103RD AVENUE.
 DJ5891
 DJ5891                          STATION RECOVERY (2008)
 DJ5891
 DJ5891'RECOVERY NOTE BY GEOCACHING 2008 (RWH)
 DJ5891'GPSR COORDINATES  N33 27.011   W112 16.812.  ELEV 1,004 FT.
 DJ5891'THE DISK IS BADLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5898 ***********************************************************************
 DJ5898  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5898  DESIGNATION -  VANB CENTRAL
 DJ5898  PID         -  DJ5898
 DJ5898  STATE/COUNTY-  AZ/MARICOPA
 DJ5898  USGS QUAD   -  TOLLESON (1982)
 DJ5898
 DJ5898                         *CURRENT SURVEY CONTROL
 DJ5898  ___________________________________________________________________
 DJ5898* NAD 83(2007)-  33 27 02.78847(N)    112 20 59.30017(W)     ADJUSTED  
 DJ5898* NAVD 88     -       299.52   (meters)     982.7    (feet)  GPS OBS   
 DJ5898  ___________________________________________________________________
 DJ5898  EPOCH DATE  -        2007.00
 DJ5898  X           -  -2,025,762.693 (meters)                     COMP
 DJ5898  Y           -  -4,927,115.842 (meters)                     COMP
 DJ5898  Z           -   3,495,928.548 (meters)                     COMP
 DJ5898  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DJ5898  ELLIP HEIGHT-         269.133 (meters)          (03/21/07) ADJUSTED
 DJ5898  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DJ5898  HORZ ORDER  -  FIRST
 DJ5898  ELLP ORDER  -  FOURTH    CLASS I
 DJ5898
 DJ5898.The horizontal coordinates were established by GPS observations
 DJ5898.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5898
 DJ5898.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5898.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5898.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5898.The epoch date for horizontal control is a decimal equivalence
 DJ5898.of Year/Month/Day.
 DJ5898
 DJ5898.The orthometric height was determined by GPS observations and a
 DJ5898.high-resolution geoid model.
 DJ5898.The orthometric height was determined by GPS observations and a
 DJ5898.high-resolution geoid model using precise GPS observation and
 DJ5898.processing techniques.
 DJ5898
 DJ5898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5898
 DJ5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5898
 DJ5898.The ellipsoidal height was determined by GPS observations
 DJ5898.and is referenced to NAD 83.
 DJ5898
 DJ5898.The geoid height was determined by GEOID03.
 DJ5898
 DJ5898;                    North         East     Units Scale Factor Converg.
 DJ5898;SPC AZ C     -   271,825.163   173,092.738   MT  0.99991998   -0 14 19.5
 DJ5898;SPC AZ C     -   891,814.84    567,889.56   iFT  0.99991998   -0 14 19.5
 DJ5898;UTM  12      - 3,702,076.320   374,547.293   MT  0.99979403   -0 44 38.9
 DJ5898
 DJ5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5898!SPC AZ C     -   0.99995775  x   0.99991998  =   0.99987773
 DJ5898!UTM  12      -   0.99995775  x   0.99979403  =   0.99975179
 DJ5898
 DJ5898                          SUPERSEDED SURVEY CONTROL
 DJ5898
 DJ5898.No superseded survey control is available for this station.
 DJ5898
 DJ5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7454702076(NAD 83)
 DJ5898_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5898_STAMPING: VANB CENTRAL 2006
 DJ5898_MARK LOGO: NGS   
 DJ5898_PROJECTION: FLUSH
 DJ5898_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5898+STABILITY: SURFACE MOTION
 DJ5898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5898+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5898
 DJ5898  HISTORY     - Date     Condition        Report By
 DJ5898  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5898
 DJ5898                          STATION DESCRIPTION
 DJ5898
 DJ5898'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5898'FROM THE DYSART ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL SOUTH
 DJ5898'ON DYSART ROAD 0.9KM TO VAN BUREN STREET.  TRAVEL WEST ON VAN BUREN,
 DJ5898'800M, TO CENTRAL AVENUE.  TRAVEL NORTH ON CENTRAL AVENUE, 110M, TO A
 DJ5898'COMMERCIAL DRIVEWAY ON THE WEST SIDE OF CENTRAL AVENUE.  STATION IS
 DJ5898'MARKED BY A NGS HORIZONTAL CONTROL DISK, STAMPED VANB CENTRAL 2006, IN
 DJ5898'A CONCRETE POST, LEVEL WITH GROUND.  STATION IS 14M WEST OF THE
 DJ5898'CENTERLINE OF CENTRAL AVENUE, 9.5M SOUTH OF THE CENTERLINE OF THE
 DJ5898'COMMERCIAL DRIVEWAY, 7.8M EAST OF THE NORTH END OF A BLOCK WALL AND
 DJ5898'1.5M EAST OF A CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0388 ***********************************************************************
 GQ0388  DESIGNATION -  VANE
 GQ0388  PID         -  GQ0388
 GQ0388  STATE/COUNTY-  AZ/MOHAVE
 GQ0388  USGS QUAD   -  SNAP DRAW (1971)
 GQ0388
 GQ0388                         *CURRENT SURVEY CONTROL
 GQ0388  ___________________________________________________________________
 GQ0388* NAD 83(1992)-  36 08 15.70542(N)    113 40 01.00587(W)     ADJUSTED  
 GQ0388* NAVD 88     -      1869.2    (meters)    6133.     (feet)  VERTCON   
 GQ0388  ___________________________________________________________________
 GQ0388  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 GQ0388  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 GQ0388  HORZ ORDER  -  THIRD
 GQ0388
 GQ0388.The horizontal coordinates were established by classical geodetic methods
 GQ0388.and adjusted by the National Geodetic Survey in August 1993.
 GQ0388
 GQ0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0388
 GQ0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0388
 GQ0388.The geoid height was determined by GEOID03.
 GQ0388
 GQ0388;                    North         East     Units Scale Factor Converg.
 GQ0388;SPC AZ W     -   569,812.333   220,834.911   MT  0.99993402   +0 02 56.3
 GQ0388;SPC AZ W     - 1,869,463.03    724,523.99   iFT  0.99993402   +0 02 56.3
 GQ0388;UTM  12      - 4,002,516.149   260,026.427   MT  1.00030962   -1 34 24.7
 GQ0388
 GQ0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0388!SPC AZ W     -   0.99971063  x   0.99993402  =   0.99964467
 GQ0388!UTM  12      -   0.99971063  x   1.00030962  =   1.00002016
 GQ0388
 GQ0388|---------------------------------------------------------------------|
 GQ0388| PID    Reference Object                     Distance      Geod. Az  |
 GQ0388|                                                           dddmmss.s |
 GQ0388| CH4479 VANE RM 1                             5.028 METERS 08443     |
 GQ0388| GQ0386 DELLENBAUGH                         APPROX.11.8 KM 1054828.0 |
 GQ0388| CH4480 VANE RM 2                             7.714 METERS 18505     |
 GQ0388|---------------------------------------------------------------------|
 GQ0388
 GQ0388                          SUPERSEDED SURVEY CONTROL
 GQ0388
 GQ0388  NAD 83(1986)-  36 08 15.69834(N)    113 40 01.00471(W) AD(       ) 3
 GQ0388  NAD 27      -  36 08 15.75000(N)    113 39 58.18900(W) AD(       ) 3
 GQ0388  NGVD 29 (07/19/86) 1868.3    (m)         6130.     (f) VERT ANG    3  
 GQ0388
 GQ0388.Superseded values are not recommended for survey control.
 GQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0388.See file dsdata.txt to determine how the superseded data were derived.
 GQ0388
 GQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6002602516(NAD 83)
 GQ0388_MARKER: DS = TRIANGULATION STATION DISK
 GQ0388_SETTING: 0 = UNSPECIFIED SETTING
 GQ0388
 GQ0388  HISTORY     - Date     Condition        Report By
 GQ0388  HISTORY     - 1953     MONUMENTED       CGS
 GQ0388
 GQ0388                          STATION DESCRIPTION
 GQ0388
 GQ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0388'THE STATION IS LOCATED ABOUT 26 MILES, AIR-LINE, SOUTHWEST OF
 GQ0388'THE VILLAGE OF MT. TRUMBULL, 18 MILES EAST OF LAKE MEAD, 11
 GQ0388'MILES NORTHEAST OF THE COLORADO RIVER AT ITS CLOSEST POINT AND
 GQ0388'ON THE SUMMIT OF A FLAT BRUSH COVERED RISE.  IT IS 10 FEET
 GQ0388'NORTH OF THE NORTH EDGE OF A TRACK ROAD AND 5 FEET EAST OF A
 GQ0388'WHITE WITNESS POST.
 GQ0388'
 GQ0388'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0388'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0388'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0388'CROSSING A BRIDGE.  TAKE THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0388'ROAD SOUTH FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 GQ0388'AND FOLLOW THE GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE
 GQ0388'LEFT FORK AND FOLLOW THE GRADED ROAD SOUTH FOR 22.4 MILES TO A
 GQ0388'CATTLE GUARD AND CABIN.  (THIS IS LOCALLY KNOWN AS WOLF HOLE.)
 GQ0388'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A CROSSROAD.  TAKE
 GQ0388'THE LEFT ROAD AND FOLLOW THE BLADED ROAD FOR 2.6 MILES TO A
 GQ0388'FORK.  TAKE THE LEFT FORK AND FOLLOW THE BLADED ROAD FOR 15.7
 GQ0388'MILES TO AN OLD STONE CHIMNEY, CORRALS AND RESERVOIR ON
 GQ0388'RIGHT.  CONTINUE SOUTHEAST FOR 0.3 MILE TO FORK.  TAKE
 GQ0388'THE RIGHT FORK AND GO 2.3 MILES TO FORK.  TAKE THE RIGHT
 GQ0388'FORK AND FOLLOW THE BLADED ROAD FOR 15.7 MILES TO A FORK.
 GQ0388'TAKE THE RIGHT FORK AND FOLLOW THE BLADED ROAD FOR 12.7 MILES
 GQ0388'TO A WIRE GATE ABOUT 1/2 MILE WEST OF THE WARING RANCH.
 GQ0388'CONTINUE SOUTH ON THE BLADED ROAD FOR 6.4 MILES TO A POLE GATE.
 GQ0388'PASS THROUGH THE GATE AND GO 0.4 MILE TO A FORK.  TAKE
 GQ0388'THE RIGHT FORK AND GO 0.4 MILE TO A BOARD GATE.  PASS THROUGH
 GQ0388'THE GATE AND GO 0.4 MILE TO A BUILDING ON LEFT.  CONTINUE
 GQ0388'SOUTH FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.3
 GQ0388'MILE TO A DIM CROSSROAD AND A TRIANGLE BLAZED TREE.  TURN RIGHT
 GQ0388'AND FOLLOW THE DIM TRACK ROAD FOR 0.5 MILE TO A WIRE
 GQ0388'GATE.  PASS THROUGH THE GATE AND FOLLOW THE DIM ROAD
 GQ0388'WESTERLY FOR 0.9 MILE TO OLD GATE POSTS.  CONTINUE WESTERLY ON
 GQ0388'THE DIM ROAD FOR 3.6 MILES TO THE SUMMIT OF A RISE AND THE
 GQ0388'STATION.  A DRIVE STATION.
 GQ0388'
 GQ0388'THE STATION MARK, A STANDARD DISK STAMPED VANE 1953, IS SECURED
 GQ0388'TO THE TOP OF A 2-INCH PIPE WHICH IS SET IN THE GROUND AND
 GQ0388'REINFORCED CONCRETE.  THE PIPE PROJECTS 10 INCHES ABOVE THE
 GQ0388'GROUND.
 GQ0388'
 GQ0388'REFERENCE MARK 1, A STANDARD DISK STAMPED VANE NO 1 1953, IS
 GQ0388'SECURED TO THE TOP OF A 2-INCH PIPE WHICH IS SET IN THE GROUND
 GQ0388'AND REINFORCED WITH CONCRETE.  THE PIPE PROJECTS 8 INCHES ABOVE
 GQ0388'THE GROUND.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 GQ0388'STATION.
 GQ0388'
 GQ0388'REFERENCE MARK 2, A STANDARD DISK STAMPED VANE NO 2 1953, IS
 GQ0388'SECURED TO THE TOP OF A 2-INCH PIPE WHICH IS SET IN THE
 GQ0388'GROUND AND REINFORCED WITH CONCRETE.  THE PIPE PROJECTS
 GQ0388'10 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT THE SAME
 GQ0388'ELEVATION AS THE STATION.
 GQ0388'
 GQ0388'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION DUE TO HEAVY
 GQ0388'BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0101 ***********************************************************************
 DA0101  DESIGNATION -  VEKOL
 DA0101  PID         -  DA0101
 DA0101  STATE/COUNTY-  AZ/MARICOPA
 DA0101  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0101
 DA0101                         *CURRENT SURVEY CONTROL
 DA0101  ___________________________________________________________________
 DA0101* NAD 83(1992)-  32 50 30.42938(N)    112 14 58.13791(W)     ADJUSTED  
 DA0101* NAVD 88     -       529.88   (+/-2cm)    1738.4    (feet)  VERTCON   
 DA0101  ___________________________________________________________________
 DA0101  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DA0101  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DA0101  HORZ ORDER  -  SECOND
 DA0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0101
 DA0101.The horizontal coordinates were established by classical geodetic methods
 DA0101.and adjusted by the National Geodetic Survey in August 1993.
 DA0101
 DA0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0101.The vertical order pertains to the NGVD 29 superseded value.
 DA0101
 DA0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0101
 DA0101.The geoid height was determined by GEOID03.
 DA0101
 DA0101;                    North         East     Units Scale Factor Converg.
 DA0101;SPC AZ C     -   204,255.948   182,204.917   MT  0.99991196   -0 10 49.8
 DA0101;SPC AZ C     -   670,131.06    597,785.16   iFT  0.99991196   -0 10 49.8
 DA0101;UTM  12      - 3,634,439.075   383,066.803   MT  0.99976860   -0 40 39.7
 DA0101
 DA0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0101!SPC AZ C     -   0.99992161  x   0.99991196  =   0.99983357
 DA0101!UTM  12      -   0.99992161  x   0.99976860  =   0.99969022
 DA0101
 DA0101|---------------------------------------------------------------------|
 DA0101| PID    Reference Object                     Distance      Geod. Az  |
 DA0101|                                                           dddmmss.s |
 DA0101| DA0102 VEKOL RM 1                            9.626 METERS 07103     |
 DA0101| DA0100 VEKOL AZ MK                                        1024943.6 |
 DA0101| DA0107 VEKOL RM 2                            9.097 METERS 15957     |
 DA0101| DA0103 VEKOL RM 3                           12.162 METERS 29204     |
 DA0101|---------------------------------------------------------------------|
 DA0101
 DA0101                          SUPERSEDED SURVEY CONTROL
 DA0101
 DA0101  NAD 83(1986)-  32 50 30.41943(N)    112 14 58.13952(W) AD(       ) 2
 DA0101  NAD 27      -  32 50 30.25000(N)    112 14 55.62300(W) AD(       ) 2
 DA0101  NGVD 29 (??/??/92)  529.236  (m)         1736.34   (f) ADJ UNCH    2 0
 DA0101
 DA0101.Superseded values are not recommended for survey control.
 DA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0101.See file dsdata.txt to determine how the superseded data were derived.
 DA0101
 DA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB8306734439(NAD 83)
 DA0101_MARKER: DS = TRIANGULATION STATION DISK
 DA0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0101_SP_SET: ROD
 DA0101_STAMPING: VEKOL 1936
 DA0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0101+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0101
 DA0101  HISTORY     - Date     Condition        Report By
 DA0101  HISTORY     - 1936     MONUMENTED       CGS
 DA0101  HISTORY     - 1952     GOOD             CGS
 DA0101  HISTORY     - 1960     GOOD             CGS
 DA0101  HISTORY     - 1960     GOOD             NGS
 DA0101  HISTORY     - 20071130 GOOD             GEOCAC
 DA0101
 DA0101                          STATION DESCRIPTION
 DA0101
 DA0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA0101'ABOUT 29 MILES WEST OF CASA GRANDE, 2.8 MILES EAST OF BELLA
 DA0101'LOMA STORE, NEAR THE MIDDLE OF THE FLAT DESERT ON THE NORTHWEST
 DA0101'SIDE OF TABLE MOUNTAIN, 0.1 MILE EAST OF THE BRIDGE OVER
 DA0101'VEKOL WASH, AND 48 FEET NORTH OF STATE HIGHWAY NO. 84.  STATION
 DA0101'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WELDED TO 3-FOOT
 DA0101'PIPES SET IN CONCRETE.  REFERENCE MARK NO. 1 IS 9.625 METERS
 DA0101'(31.58 FEET) FROM STATION.  REFERENCE
 DA0101'MARK NO. 2 IS 9.097 METERS (29.85 FEET) FROM STATION
 DA0101'S 20 DEG 03 MIN E.  THE AZIMUTH MARK, A STANDARD BRONZE
 DA0101'DISK, IS 30 YARDS SOUTH OF CENTER LINE OF HIGHWAY
 DA0101'AND 0.3 MILE FROM STATION S 77 DEG 12 MIN E.
 DA0101
 DA0101                          STATION RECOVERY (1952)
 DA0101
 DA0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA0101'STATION IS LOCATED ABOUT 28 MILES E OF GILA BEND.  TO REACH
 DA0101'THE STATION, FOLLOW STATE HIGHWAY 84 FOR 28 MILES FROM THE
 DA0101'SOUTHERN PACIFIC CO. RAILROAD STATION AT GILA BEND, 0.1
 DA0101'MILE E OF THE BRIDGE OVER THE VEKOL WASH.
 DA0101'
 DA0101'STATION MARK IS A STANDARD STATION DISK, STAMPED VEKOL 1936,
 DA0101'WELDED ON THE TOP OF A 1-INCH BRONZE SHAFT.  IT IS 84 FEET
 DA0101'N OF THE CENTER LINE OF THE HIGHWAY, 33 FEET N OF A WIRE
 DA0101'FENCE, 1.8 FEET S OF A WITNESS POST, PROJECTING 0.8 FOOT
 DA0101'ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 DA0101'
 DA0101'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED VEKOL NO
 DA0101'1 1936, WELDED ON THE TOP OF A 1-INCH BRONZE SHAFT, 101
 DA0101'FEET N OF THE CENTER LINE OF THE HIGHWAY, 48.6 FEET N OF
 DA0101'A FENCE LINE, 31.6 FEET NE OF THE STATION, PROJECTING 0.5
 DA0101'FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 DA0101'
 DA0101'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED VEKOL NO
 DA0101'2 1936, WELDED ON THE TOP OF A 1-INCH BRONZE SHAFT, 57 FEET
 DA0101'N OF A FENCE LINE, PROJECTING 0.6 FOOT ABOVE THE GROUND, AND
 DA0101'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 DA0101'
 DA0101'AZIMUTH MARK IS LOCATED ABOUT 28.3 MILES E OF GILA BEND.
 DA0101'TO REACH, FOLLOW STATE HIGHWAY 84 FOR 28.3 MILES E FROM THE
 DA0101'SOUTHERN PACIFIC CO. RAILROAD STATION AT GILA BEND, 0.4 MILE
 DA0101'E OF THE BRIDGE OVER THE VEKOL WASH.  IT IS A STANDARD
 DA0101'AZIMUTH-MARK DISK, STAMPED VEKOL 1936, SET ON THE TOP OF A
 DA0101'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  IT IS ON
 DA0101'TOP OF A SMALL RISE, 66 FEET S OF THE CENTER LINE OF THE
 DA0101'HIGHWAY, 15.5 FEET S OF A FENCE LINE.
 DA0101
 DA0101                          STATION RECOVERY (1960)
 DA0101
 DA0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DA0101'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 DA0101'WERE RECOVERED AND FOUND IN GOOD CONDITION.  IT IS BELIEVED
 DA0101'THAT REFERENCE MARK NO. 2 WAS DESTROYED WHEN THE HIGHWAY
 DA0101'WAS IMPROVED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 DA0101'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DA0101'
 DA0101'THE STATION IS ABOUT 17 MILES WEST OF STANFIELD ON THE NORTH
 DA0101'RIGHT-OF-WAY OF INTERSTATE HIGHWAY.
 DA0101'
 DA0101'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO
 DA0101'WEST ON STATE HIGHWAY 84 AND INTERSTATE HIGHWAY 8 FOR 14.1
 DA0101'MILES TO THE PINAL-MARICOPA COUNTY LINE, CONTINUE WEST ON
 DA0101'INTERSTATE HIGHWAY 8 FOR 2.4 MILES TO THE AZIMUTH MARK ON
 DA0101'THE LEFT.  CONTINUE WEST ON INTERSTATE HIGHWAY 8 FOR 0.3
 DA0101'MILE TO THE STATION AND REFERENCE MARKS ON THE RIGHT.
 DA0101'
 DA0101'THE STATION MARK, STAMPED VEKOL 1936, IS A STANDARD DISK
 DA0101'BRAZED TO THE TOP OF A 1/2-INCH BRONZE ROD THAT PROJECTS 1
 DA0101'FOOT.  IT IS 83 FEET NORTH OF THE CENTER OF THE WEST BOUND
 DA0101'TRAFFIC LANE, 11 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND
 DA0101'1 FOOT SOUTH OF THE WITNESS POST.
 DA0101'
 DA0101'REFERENCE MARK NO. 1, STAMPED VEKOL NO 1 1936, IS A STANDARD
 DA0101'DISK BRAZED TO THE TOP OF A 1/2-INCH BRONZE ROD THAT PROJECTS
 DA0101'1 FOOT.  IT IS 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 DA0101'
 DA0101'REFERENCE MARK NO. 3, STAMPED VEKOL NO 3 1936 1960, IS A STANDARD
 DA0101'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DA0101'PROJECTS 6 INCHES.  IT IS 92 FEET NORTH OF THE CENTER OF THE
 DA0101'WEST BOUND TRAFFIC LANE AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 DA0101'FENCE.
 DA0101'
 DA0101'THE AZIMUTH MARK, STAMPED VEKOL 1936, IS A STANDARD DISK
 DA0101'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 DA0101'8 INCHES.  IT IS 66 FEET SOUTH OF THE WEST BOUND TRAFFIC
 DA0101'LANE AND 42 FEET NORTH OF THE EAST BOUND TRAFFIC LANE.
 DA0101
 DA0101                          STATION RECOVERY (1960)
 DA0101
 DA0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0101'17 MI W FROM STANFIELD.
 DA0101'16.8 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84
 DA0101'AND INTERSTATE HIGHWAY 8, 11.0 FEET SOUTH OF RIGHT-OF-WAY FENCE, 83
 DA0101'FEET NORTH OF CENTERLINE OF WESTBOUND TRAFFIC LANE OF HIGHWAY, 1 FOOT
 DA0101'SOUTH OF WITNESS POST, BRAZED TO THE TOP OF A HALF-INCH BRONZE ROD
 DA0101'PROJECTING 12 INCHES.
 DA0101
 DA0101                          STATION RECOVERY (2007)
 DA0101
 DA0101'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0101'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 3 IN GOOD
 DA0101'CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0100 ***********************************************************************
 DA0100  DESIGNATION -  VEKOL AZ MK
 DA0100  PID         -  DA0100
 DA0100  STATE/COUNTY-  AZ/MARICOPA
 DA0100  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0100
 DA0100                         *CURRENT SURVEY CONTROL
 DA0100  ___________________________________________________________________
 DA0100* NAD 83(1986)-  32 50 25.     (N)    112 14 38.     (W)     SCALED    
 DA0100* NAVD 88     -       531.25   (+/-2cm)    1742.9    (feet)  VERTCON   
 DA0100  ___________________________________________________________________
 DA0100  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0100
 DA0100.The horizontal coordinates were scaled from a topographic map and have
 DA0100.an estimated accuracy of +/- 6 seconds.
 DA0100
 DA0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0100.The vertical order pertains to the NGVD 29 superseded value.
 DA0100
 DA0100.The geoid height was determined by GEOID03.
 DA0100
 DA0100;                    North         East    Units  Estimated Accuracy
 DA0100;SPC AZ C     -   204,090.      182,730.      MT  (+/- 180 meters Scaled)
 DA0100
 DA0100                          SUPERSEDED SURVEY CONTROL
 DA0100
 DA0100  NGVD 29 (??/??/92)  530.600  (m)         1740.81   (f) ADJ UNCH    2 0
 DA0100
 DA0100.Superseded values are not recommended for survey control.
 DA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0100.See file dsdata.txt to determine how the superseded data were derived.
 DA0100
 DA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB835342(NAD 83)
 DA0100_MARKER: DZ = AZIMUTH MARK DISK
 DA0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0100_STAMPING: VEKOL 1936
 DA0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0100+STABILITY: SURFACE MOTION
 DA0100
 DA0100  HISTORY     - Date     Condition        Report By
 DA0100  HISTORY     - 1936     MONUMENTED       CGS
 DA0100  HISTORY     - 1960     GOOD             NGS
 DA0100
 DA0100                          STATION DESCRIPTION
 DA0100
 DA0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0100'17 MI W FROM STANFIELD.
 DA0100'16.5 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84
 DA0100'AND INTERSTATE HIGHWAY 8, 66 FEET SOUTH OF CENTERLINE OF WESTBOUND
 DA0100'TRAFFIC LANE OF HIGHWAY, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DA0100'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0102 ***********************************************************************
 DA0102  DESIGNATION -  VEKOL RM 1
 DA0102  PID         -  DA0102
 DA0102  STATE/COUNTY-  AZ/MARICOPA
 DA0102  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0102
 DA0102                         *CURRENT SURVEY CONTROL
 DA0102  ___________________________________________________________________
 DA0102* NAD 83(1986)-  32 50 30.     (N)    112 14 58.     (W)     SCALED    
 DA0102* NAVD 88     -       529.72   (+/-2cm)    1737.9    (feet)  VERTCON   
 DA0102  ___________________________________________________________________
 DA0102  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DA0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0102
 DA0102.The horizontal coordinates were scaled from a topographic map and have
 DA0102.an estimated accuracy of +/- 6 seconds.
 DA0102
 DA0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0102.The vertical order pertains to the NGVD 29 superseded value.
 DA0102
 DA0102.The geoid height was determined by GEOID03.
 DA0102
 DA0102;                    North         East    Units  Estimated Accuracy
 DA0102;SPC AZ C     -   204,240.      182,210.      MT  (+/- 180 meters Scaled)
 DA0102
 DA0102                          SUPERSEDED SURVEY CONTROL
 DA0102
 DA0102  NGVD 29 (??/??/92)  529.071  (m)         1735.79   (f) ADJ UNCH    2 0
 DA0102
 DA0102.Superseded values are not recommended for survey control.
 DA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0102.See file dsdata.txt to determine how the superseded data were derived.
 DA0102
 DA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB830344(NAD 83)
 DA0102_MARKER: DR = REFERENCE MARK DISK
 DA0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0102_SP_SET: ROD
 DA0102_STAMPING: VEKOL NO 1 1936
 DA0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0102+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0102
 DA0102  HISTORY     - Date     Condition        Report By
 DA0102  HISTORY     - 1936     MONUMENTED       CGS
 DA0102  HISTORY     - 1960     GOOD             NGS
 DA0102  HISTORY     - 20071130 GOOD             GEOCAC
 DA0102
 DA0102                          STATION DESCRIPTION
 DA0102
 DA0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0102'17 MI W FROM STANFIELD.
 DA0102'16.8 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84
 DA0102'AND INTERSTATE HIGHWAY 8, 3 FEET NORTH OF RIGHT-OF-WAY FENCE, BRAZED
 DA0102'TO THE TOP OF A HALF-INCH BRONZE ROD PROJECTING 12 INCHES.
 DA0102
 DA0102                          STATION RECOVERY (2007)
 DA0102
 DA0102'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0102'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0102'32 50 30.5 (N)   112 14 57.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0103 ***********************************************************************
 DA0103  DESIGNATION -  VEKOL RM 3
 DA0103  PID         -  DA0103
 DA0103  STATE/COUNTY-  AZ/MARICOPA
 DA0103  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0103
 DA0103                         *CURRENT SURVEY CONTROL
 DA0103  ___________________________________________________________________
 DA0103* NAD 83(1986)-  32 50 30.     (N)    112 14 58.     (W)     SCALED    
 DA0103* NAVD 88     -       529.77   (+/-2cm)    1738.1    (feet)  VERTCON   
 DA0103  ___________________________________________________________________
 DA0103  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DA0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0103
 DA0103.The horizontal coordinates were scaled from a topographic map and have
 DA0103.an estimated accuracy of +/- 6 seconds.
 DA0103
 DA0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0103.The vertical order pertains to the NGVD 29 superseded value.
 DA0103
 DA0103.The geoid height was determined by GEOID03.
 DA0103
 DA0103;                    North         East    Units  Estimated Accuracy
 DA0103;SPC AZ C     -   204,240.      182,210.      MT  (+/- 180 meters Scaled)
 DA0103
 DA0103                          SUPERSEDED SURVEY CONTROL
 DA0103
 DA0103  NGVD 29 (??/??/92)  529.131  (m)         1735.99   (f) ADJ UNCH    2 0
 DA0103
 DA0103.Superseded values are not recommended for survey control.
 DA0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0103.See file dsdata.txt to determine how the superseded data were derived.
 DA0103
 DA0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB830344(NAD 83)
 DA0103_MARKER: DR = REFERENCE MARK DISK
 DA0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0103_STAMPING: VEKOL NO 3 1936 1960
 DA0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0103+STABILITY: SURFACE MOTION
 DA0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0103+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0103
 DA0103  HISTORY     - Date     Condition        Report By
 DA0103  HISTORY     - 1960     MONUMENTED       CGS
 DA0103  HISTORY     - 20071130 GOOD             GEOCAC
 DA0103
 DA0103                          STATION DESCRIPTION
 DA0103
 DA0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0103'17 MI W FROM STANFIELD.
 DA0103'16.8 MILES WEST OF THE POST OFFICE AT STANFIELD ON STATE HIGHWAY 84
 DA0103'AND INTERSTATE HIGHWAY 8, 92.0 FEET NORTH OF THE WESTBOUND TRAFFIC
 DA0103'LANE, 2 FEET SOUTH OF RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12-INCH
 DA0103'CONCRETE POST PROJECTING 6 INCHES.
 DA0103
 DA0103                          STATION RECOVERY (2007)
 DA0103
 DA0103'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0103'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DA0103'32 50 30.6 (N)   112 14 58.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1953 ***********************************************************************
 CZ1953  DESIGNATION -  VERDE
 CZ1953  PID         -  CZ1953
 CZ1953  STATE/COUNTY-  AZ/PINAL
 CZ1953  USGS QUAD   -  CACTUS FOREST (1993)
 CZ1953
 CZ1953                         *CURRENT SURVEY CONTROL
 CZ1953  ___________________________________________________________________
 CZ1953* NAD 83(1992)-  32 59 54.44440(N)    111 22 16.39231(W)     ADJUSTED  
 CZ1953* NAVD 88     -       488.0    (meters)    1601.     (feet)  VERTCON   
 CZ1953  ___________________________________________________________________
 CZ1953  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CZ1953  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ1953  HORZ ORDER  -  SECOND
 CZ1953
 CZ1953.The horizontal coordinates were established by classical geodetic methods
 CZ1953.and adjusted by the National Geodetic Survey in August 1993.
 CZ1953
 CZ1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1953
 CZ1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1953
 CZ1953.The geoid height was determined by GEOID03.
 CZ1953
 CZ1953;                    North         East     Units Scale Factor Converg.
 CZ1953;SPC AZ C     -   221,712.542   264,329.842   MT  0.99993202   +0 17 49.4
 CZ1953;SPC AZ C     -   727,403.35    867,223.89   iFT  0.99993202   +0 17 49.4
 CZ1953;UTM  12      - 3,651,177.046   465,321.463   MT  0.99961483   -0 12 07.8
 CZ1953
 CZ1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1953!SPC AZ C     -   0.99992802  x   0.99993202  =   0.99986005
 CZ1953!UTM  12      -   0.99992802  x   0.99961483  =   0.99954288
 CZ1953
 CZ1953|---------------------------------------------------------------------|
 CZ1953| PID    Reference Object                     Distance      Geod. Az  |
 CZ1953|                                                           dddmmss.s |
 CZ1953| CH5655 VERDE RM 2                           14.481 METERS 04146     |
 CZ1953| CH5654 VERDE RM 1                           12.237 METERS 17456     |
 CZ1953| DU0546 POSTEN                              APPROX. 7.2 KM 3304628.2 |
 CZ1953|---------------------------------------------------------------------|
 CZ1953
 CZ1953                          SUPERSEDED SURVEY CONTROL
 CZ1953
 CZ1953  NAD 83(1986)-  32 59 54.43678(N)    111 22 16.39249(W) AD(       ) 2
 CZ1953  NAD 27      -  32 59 54.20815(N)    111 22 13.96528(W) AD(       ) 2
 CZ1953  NGVD 29 (07/19/86)  487.4    (m)         1599.     (f) VERT ANG    3  
 CZ1953
 CZ1953.Superseded values are not recommended for survey control.
 CZ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1953.See file dsdata.txt to determine how the superseded data were derived.
 CZ1953
 CZ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB6532151177(NAD 83)
 CZ1953_MARKER: DD = SURVEY DISK
 CZ1953_SETTING: 0 = UNSPECIFIED SETTING
 CZ1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1953+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2007
 CZ1953
 CZ1953  HISTORY     - Date     Condition        Report By
 CZ1953  HISTORY     - 1977     MONUMENTED       USGS
 CZ1953  HISTORY     - 20070325 GOOD             GEOCAC
 CZ1953
 CZ1953                          STATION DESCRIPTION
 CZ1953
 CZ1953'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (TT)
 CZ1953'THE STATION IS ABOUT 2.5 MILES SOUTHEAST OF FLORENCE AND 0.62
 CZ1953'MILES WEST OF U.S. HWY. 80 AND 89.
 CZ1953'
 CZ1953'THE STATION IS A STANDARD USGS TABLET STAMPED VERDE 1963 AND IS
 CZ1953'SET IN A CONCRETE MONUMENT PROJECTING 1 INCH.  STATION IS ABOUT
 CZ1953'100 FEET NORTHEAST OF A DIRT ROAD MARKED BY A WITNESS POST AND
 CZ1953'SIGN.
 CZ1953'
 CZ1953'REFERENCE MARK 2 IS A STANDARD USGS TABLET STAMPED VERDE RM NO
 CZ1953'2 1963 AND IS SET IN A 4 INCH CONCRETE CYLINDER PROJECTING 0.5
 CZ1953'FEET ABOVE GROUND.
 CZ1953'
 CZ1953'REFERENCE MARK 1 IS A STANDARD USGS TABLET STAMPED VERDE RM NO. 1
 CZ1953'1963 AND IS SET IN A 4 INCH CONCRETE CYLINDER PROJECTING 0.6 FEET.
 CZ1953'
 CZ1953'TO REACH THE STATION FROM PINAL COUNTY COURTHOUSE IN FLORENCE,
 CZ1953'DRIVE WEST 0.1 MILE TO BUSINESS ROUTE U.S. HWY. 80 AND 89.  DRIVE
 CZ1953'SOUTH ALONG HWY. FOR 2.6 MILES TO A METAL GATE IN WEST R/W FENCE,
 CZ1953'PASS THROUGH GATE AND CONTINUE WEST ON MAIN TRAVELED ROAD TO A
 CZ1953'FORK, TAKE LEFT FORK AND GO 0.15 MILE TO STATION ON THE LEFT.
 CZ1953'
 CZ1953'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CZ1953
 CZ1953                          STATION RECOVERY (2007)
 CZ1953
 CZ1953'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2196 ***********************************************************************
 DU2196  DESIGNATION -  VERDE
 DU2196  PID         -  DU2196
 DU2196  STATE/COUNTY-  AZ/MARICOPA
 DU2196  USGS QUAD   -  HORSESHOE DAM (1978)
 DU2196
 DU2196                         *CURRENT SURVEY CONTROL
 DU2196  ___________________________________________________________________
 DU2196* NAD 83(1992)-  33 59 53.39040(N)    111 42 54.35266(W)     ADJUSTED  
 DU2196* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 DU2196  ___________________________________________________________________
 DU2196  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DU2196  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DU2196  HORZ ORDER  -  SECOND
 DU2196
 DU2196.The horizontal coordinates were established by classical geodetic methods
 DU2196.and adjusted by the National Geodetic Survey in August 1993.
 DU2196
 DU2196.The orthometric height was scaled from a topographic map.
 DU2196
 DU2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2196
 DU2196.The geoid height was determined by GEOID03.
 DU2196
 DU2196;                    North         East     Units Scale Factor Converg.
 DU2196;SPC AZ C     -   332,468.532   231,980.435   MT  0.99990427   +0 06 45.8
 DU2196;SPC AZ C     - 1,090,776.02    761,090.67   iFT  0.99990427   +0 06 45.8
 DU2196;UTM  12      - 3,762,182.854   433,960.185   MT  0.99965376   -0 23 59.5
 DU2196
 DU2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2196!SPC AZ C     -   0.99990805  x   0.99990427  =   0.99981233
 DU2196!UTM  12      -   0.99990805  x   0.99965376  =   0.99956184
 DU2196
 DU2196:                Primary Azimuth Mark                     Grid Az
 DU2196:SPC AZ C     -  BUFORD                                   214 04 13.7
 DU2196:UTM  12      -  BUFORD                                   214 34 59.0
 DU2196
 DU2196|---------------------------------------------------------------------|
 DU2196| PID    Reference Object                     Distance      Geod. Az  |
 DU2196|                                                           dddmmss.s |
 DU2196| DU2222 BUFORD                              APPROX.11.3 KM 2141059.5 |
 DU2196|---------------------------------------------------------------------|
 DU2196
 DU2196                          SUPERSEDED SURVEY CONTROL
 DU2196
 DU2196  NAD 83(1986)-  33 59 53.38391(N)    111 42 54.35633(W) AD(       ) 2
 DU2196  NAD 27      -  33 59 53.25000(N)    111 42 51.84000(W) AD(       ) 2
 DU2196
 DU2196.Superseded values are not recommended for survey control.
 DU2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2196.See file dsdata.txt to determine how the superseded data were derived.
 DU2196
 DU2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC3396062183(NAD 83)
 DU2196_MARKER: DS = TRIANGULATION STATION DISK
 DU2196_SETTING: 80 = SET IN A BOULDER
 DU2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2196+STABILITY: SURFACE MOTION
 DU2196
 DU2196  HISTORY     - Date     Condition        Report By
 DU2196  HISTORY     - 1924     MONUMENTED       CGS
 DU2196  HISTORY     - 20080906 GOOD             GEOCAC
 DU2196
 DU2196                          STATION DESCRIPTION
 DU2196
 DU2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 DU2196'ABOUT 37 MILES NORTH AND 24 MILES EAST OF PHOENIX, 2 MILES
 DU2196'NORTH OF THE SEARS K RANCH ON THE VERDE RIVER, THREE-FOURTHS
 DU2196'MILE NORTHEAST OF THE OK RANCH BUILDINGS AND 30 FEET BACK FROM
 DU2196'THE BLUFF ON THE SOUTH SIDE OF DEADMAN WASH ABOUT ONE-HALF MILE
 DU2196'EAST OF THE VERDE RIVER.  MARKED BY A STANDARD BRONZE DISK
 DU2196'SET IN A BURIED BOULDER.
 DU2196
 DU2196                          STATION RECOVERY (2008)
 DU2196
 DU2196'RECOVERY NOTE BY GEOCACHING 2008 (SJK)
 DU2196'MARK IS NOW WITHIN THE BOUNDARIES OF HORSESHOE LAKE.  THE MAXIMUM LAKE
 DU2196'ELEVATION OF 2026 IS 12 FEET ABOVE THE MARK ALTHOUGH THE LAKE USUALLY
 DU2196'ISN'T THAT FULL. TO REACH USE THE SPILLWAY ROAD (NEED KEY FROM SRP.
 DU2196'SEE REFERENCE IN AI3352 TO KEY 17 FOR THE SPILLWAY ROAD GATE)OR FORD
 DU2196'VERDE RIVER SOUTH OF KA RANCH (HIGH CLEARANCE VEHICLE NEEDED WITH
 DU2196'RIVER FLOWS IN THE 200CFS RANGE.) FOLLOW FR 479 NORTH TO VICINITY OF
 DU2196'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5794 ***********************************************************************
 DH5794  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5794  DESIGNATION -  VERDE
 DH5794  PID         -  DH5794
 DH5794  STATE/COUNTY-  AZ/YAVAPAI
 DH5794  USGS QUAD   -  CORNVILLE (1968)
 DH5794
 DH5794                         *CURRENT SURVEY CONTROL
 DH5794  ___________________________________________________________________
 DH5794* NAD 83(2007)-  34 38 11.63489(N)    111 56 10.17151(W)     ADJUSTED  
 DH5794* NAVD 88     -       987.69   (meters)    3240.4    (feet)  GPS OBS   
 DH5794  ___________________________________________________________________
 DH5794  EPOCH DATE  -        2007.00
 DH5794  X           -  -1,962,843.169 (meters)                     COMP
 DH5794  Y           -  -4,873,835.671 (meters)                     COMP
 DH5794  Z           -   3,605,313.502 (meters)                     COMP
 DH5794  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DH5794  ELLIP HEIGHT-         961.801 (meters)          (02/10/07) ADJUSTED
 DH5794  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DH5794
 DH5794  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5794  Type    PID    Designation                      North   East  Ellip
 DH5794  -------------------------------------------------------------------
 DH5794  NETWORK DH5794 VERDE                             0.98   0.74   2.78
 DH5794  -------------------------------------------------------------------
 DH5794
 DH5794.The horizontal coordinates were established by GPS observations
 DH5794.and adjusted by the National Geodetic Survey in February 2007.
 DH5794
 DH5794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5794.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5794.The horizontal coordinates are valid at the epoch date displayed above.
 DH5794.The epoch date for horizontal control is a decimal equivalence
 DH5794.of Year/Month/Day.
 DH5794
 DH5794.The orthometric height was determined by GPS observations and a
 DH5794.high-resolution geoid model.
 DH5794.The orthometric height was determined by GPS observations and a
 DH5794.high-resolution geoid model using precise GPS observation and
 DH5794.processing techniques.
 DH5794
 DH5794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5794
 DH5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5794
 DH5794.The ellipsoidal height was determined by GPS observations
 DH5794.and is referenced to NAD 83.
 DH5794
 DH5794.The geoid height was determined by GEOID03.
 DH5794
 DH5794;                    North         East     Units Scale Factor Converg.
 DH5794;SPC AZ C     -   403,259.968   211,572.950   MT  0.99990004   -0 00 39.9
 DH5794;SPC AZ C     - 1,323,031.39    694,136.98   iFT  0.99990004   -0 00 39.9
 DH5794;UTM  12      - 3,833,139.171   414,196.614   MT  0.99969074   -0 31 55.6
 DH5794
 DH5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5794!SPC AZ C     -   0.99984905  x   0.99990004  =   0.99974910
 DH5794!UTM  12      -   0.99984905  x   0.99969074  =   0.99953983
 DH5794
 DH5794                          SUPERSEDED SURVEY CONTROL
 DH5794
 DH5794  NAD 83(1992)-  34 38 11.63440(N)    111 56 10.17109(W) AD(       ) A
 DH5794  ELLIP H (05/31/05)  961.802  (m)                       GP(       ) 4 2
 DH5794
 DH5794.Superseded values are not recommended for survey control.
 DH5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5794.See file dsdata.txt to determine how the superseded data were derived.
 DH5794
 DH5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1419733139(NAD 83)
 DH5794_MARKER: DD = SURVEY DISK
 DH5794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5794_STAMPING: VERDE
 DH5794_MARK LOGO: SHEPH 
 DH5794_PROJECTION: PROJECTING 5 CENTIMETERS
 DH5794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5794+STABILITY: SURFACE MOTION
 DH5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5794+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5794
 DH5794  HISTORY     - Date     Condition        Report By
 DH5794  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5794
 DH5794                          STATION DESCRIPTION
 DH5794
 DH5794'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5794'THE STATION IS LOCATED IN YAVAPAI COUNTY, AZ ALONG OLD HIGHWAY 279,
 DH5794'APPROXIMATELY 10 KM (6 MI) AIRLINE DISTANCE FROM CAMP VERDE AND 12 KM
 DH5794'(7 MI) AIRLINE DISTANCE FORM COTTONWOOD.
 DH5794' 
 DH5794'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 17 AND STATE
 DH5794'HGHWAY 260, GO NORTHWEST ON HIGHWAY 260 9 KM (6 MI) TO THE
 DH5794'INTERSECTION OF OLD HIGHWAY 279 ON THE EAST SIDE OF THE ROAD.  TURN
 DH5794'RIGHT ONTO OLD HIGHWAY 279 AND PROCEED EAST APPROXIMETLEY 0.5 KM (0.3
 DH5794'MI) TO A PAVED ROAD ON THE LEFT.
 DH5794' 
 DH5794'THE STATION IS ON THE NORTHWEST SIDE OF THE INTERSECTION,
 DH5794'APPROXIMATELY 15 M (50 FT) WEST OF THE EDGE OF PAVEMENT OF THE SIDE
 DH5794'ROAD, APPROXIMATELY 25 M (80 FT) NORTH OF THE EDGE OF PAVEMENT OF OLD
 DH5794'HIGHWAY 279, AND APPROXIMATELY 20 M (70 FT) NORTH OF A STOP SIGN.  THE
 DH5794'STATION IS ABOUR 1.5 M (5 FT) HIGHER THAN THE NEAREST PAVEMENT.  THE
 DH5794'STATION IS AN 8 CM (3.25 IN) ALUMINUM DISK SET IN CONCRETE INSIDE A 15
 DH5794'CM (6 IN) DIAMETER BLACK HPDE PIPE, AND IS APPROXIMATELY 5 CM (2 IN)
 DH5794'ABOVE GRADE.
 DH5794' 
 DH5794'DESCRIBED BY SHEPHARD-WESNITZER, DEC 2003 (MLD)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2206 ***********************************************************************
 DU2206  DESIGNATION -  VERDE RESET
 DU2206  PID         -  DU2206
 DU2206  STATE/COUNTY-  AZ/MARICOPA
 DU2206  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU2206
 DU2206                         *CURRENT SURVEY CONTROL
 DU2206  ___________________________________________________________________
 DU2206* NAD 83(1992)-  33 34 29.21609(N)    111 46 47.18629(W)     ADJUSTED  
 DU2206* NAVD 88     -       728.5    (meters)    2390.     (feet)  VERTCON   
 DU2206  ___________________________________________________________________
 DU2206  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DU2206  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DU2206  HORZ ORDER  -  FIRST
 DU2206
 DU2206.The horizontal coordinates were established by classical geodetic methods
 DU2206.and adjusted by the National Geodetic Survey in August 1993.
 DU2206
 DU2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2206
 DU2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2206
 DU2206.The geoid height was determined by GEOID03.
 DU2206
 DU2206;                    North         East     Units Scale Factor Converg.
 DU2206;SPC AZ C     -   285,502.424   226,068.203   MT  0.99990199   +0 04 32.5
 DU2206;SPC AZ C     -   936,687.74    741,693.58   iFT  0.99990199   +0 04 32.5
 DU2206;UTM  12      - 3,715,282.653   427,631.869   MT  0.99966456   -0 25 52.5
 DU2206
 DU2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2206!SPC AZ C     -   0.99989026  x   0.99990199  =   0.99979226
 DU2206!UTM  12      -   0.99989026  x   0.99966456  =   0.99955485
 DU2206
 DU2206|---------------------------------------------------------------------|
 DU2206| PID    Reference Object                     Distance      Geod. Az  |
 DU2206|                                                           dddmmss.s |
 DU2206| CH5652 VERDE RM 2                           10.563 METERS 13147     |
 DU2206| DU2114 PHOENIX TUCSON AWY BCN 3 A          APPROX.59.0 KM 1754647.8 |
 DU2206| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX.42.9 KM 1832147.1 |
 DU2206| CH5651 VERDE RM 1                            2.940 METERS 18433     |
 DU2206| DU2166 PHOENIX TUCSON AWY BCN O            APPROX.29.6 KM 2185555.3 |
 DU2206| CH5225 T3N R6E SECS 31 36                                 2224248.0 |
 DU2206| DU2212 THUNDERBIRD APT CONTROL TWR         APPROX.13.7 KM 2871207.7 |
 DU2206| CH5653 VERDE RM 3                            4.217 METERS 32540     |
 DU2206| CH5650 VERDE AZ MK                                        3355643.0 |
 DU2206|---------------------------------------------------------------------|
 DU2206
 DU2206                          SUPERSEDED SURVEY CONTROL
 DU2206
 DU2206  NAD 83(1986)-  33 34 29.21096(N)    111 46 47.18944(W) AD(       ) 1
 DU2206  NAD 27      -  33 34 29.05700(N)    111 46 44.68400(W) AD(       ) 1
 DU2206  NGVD 29 (11/30/89)  728.0    (m)         2388.     (f) VERT ANG    3  
 DU2206
 DU2206.Superseded values are not recommended for survey control.
 DU2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2206.See file dsdata.txt to determine how the superseded data were derived.
 DU2206
 DU2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2763215283(NAD 83)
 DU2206_MARKER: DS = TRIANGULATION STATION DISK
 DU2206_SETTING: 66 = SET IN ROCK OUTCROP
 DU2206_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DU2206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2206+STABILITY: POSITION/ELEVATION WELL
 DU2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2206+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 DU2206
 DU2206  HISTORY     - Date     Condition        Report By
 DU2206  HISTORY     - 1973     MONUMENTED       NGS
 DU2206  HISTORY     - 1983     GOOD             AZDT
 DU2206  HISTORY     - 20061121 GOOD             GEOCAC
 DU2206
 DU2206                          STATION DESCRIPTION
 DU2206
 DU2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DU2206'REFERENCE MARKS 1 AND 2 AND THE 1946 AZIMUTH MARK WERE RECOVERED.
 DU2206'THE STATION MARK HAD BEEN REMOVED BY VANDALS.  A NEW STATION
 DU2206'MARK WAS SET ON THE ORIGINAL POSITION AND REFERENCE MARK 3
 DU2206'ESTABLISHED.
 DU2206'
 DU2206'THE STATION MARK IS A STANDARD DISK STAMPED, VERDE 1935 1973.  IT
 DU2206'IS SET IN A DRILL HOLE IN A BURIED BOULDER WHICH IS 3 INCHES
 DU2206'BELOW THE GROUND SURFACE.
 DU2206'
 DU2206'REFERENCE MARK 1 IS IN PLACE BUT HAS BEEN BATTERED BY VANDALS.
 DU2206'THE MARK IS ABOUT THE SAME ELEVATION AS THE NEW STATION.
 DU2206'
 DU2206'REFERENCE MARK 2 IS IN GOOD CONDITION, SET IN A DRILL HOLE IN
 DU2206'A VERY LARGE BOULDER ON THE EAST EDGE OF THE CLIFF.  THE MARK IS
 DU2206'ABOUT 15 FEET LOWER THAN THE STATION.
 DU2206'
 DU2206'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, VERDE 1935 1973.
 DU2206'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 DU2206'2-1/2 FEET HIGHER THAN THE STATION.
 DU2206'
 DU2206'THE 1946 AZIMUTH MARK IS A STANDARD DISK STAMPED, VERDE 1946.
 DU2206'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER AT THE NORTHWEST
 DU2206'END AND HIGH POINT OF A SPUR RIDGE WHICH LEADS ALMOST TO
 DU2206'SHEA BLVD.
 DU2206'
 DU2206'TO REACH THE STATION FROM THE INTERSECTION OF EAST MC DOWELL
 DU2206'ROAD AND PIMA ROAD IN EASTERN PART OF SCOTTSDALE, GO NORTH ALONG
 DU2206'PIMA ROAD FOR 8.3 MILES TO EAST SHEA BLVD.  TURN RIGHT AND GO
 DU2206'EAST ALONG EAST SHEA BLVD FOR 6.3 MILES TO A SIDE ROAD RIGHT
 DU2206'WHICH LEADS SOUTH TOWARD THE WEST END OF A PROMINENT BUTTE.  TURN
 DU2206'RIGHT AND TAKE THE LEFT FORK FOR ABOUT 0.1 MILE TO A DRY WASH.
 DU2206'THE AZIMUTH MARK IS ABOUT 0.1 MILE AHEAD AT THE NORTHWEST
 DU2206'END OF THE SPUR RIDGE WHICH ENDS AT A CLIFF.  THE WEST END OF
 DU2206'THE BUTTE IS THE BEST ROUTE FOR PACKING.  ABOUT A 1 HOUR
 DU2206'PACK.
 DU2206'
 DU2206'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2206'
 DU2206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 DU2206'EAST OF SCOTTSDALE
 DU2206
 DU2206                          STATION RECOVERY (1983)
 DU2206
 DU2206'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 DU2206'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DU2206'AS DESCRIBED IN 1973.  THE ROUTE TO THE STATION IS ADEQUATE FOR
 DU2206'RECOVERY.
 DU2206
 DU2206                          STATION RECOVERY (2006)
 DU2206
 DU2206'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2206'THE AZIMUTH MARK, REFERENCE MARKS 1 AND 2 AND THE STATION MARK
 DU2206'RECOVERED AS DESCRIBED. REFERENCE MARKS 1 AND 2 ARE BADLY BATTERED,
 DU2206'BUT READABLE. REFERENCE MARK 3 HAS BEEN REMOVED BY VANDALS, BUT THE
 DU2206'STEM IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5913 ***********************************************************************
 DJ5913  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5913  DESIGNATION -  VERMEERSCH
 DJ5913  PID         -  DJ5913
 DJ5913  STATE/COUNTY-  AZ/MARICOPA
 DJ5913  USGS QUAD   -  TOLLESON (1982)
 DJ5913
 DJ5913                         *CURRENT SURVEY CONTROL
 DJ5913  ___________________________________________________________________
 DJ5913* NAD 83(2007)-  33 24 55.09907(N)    112 19 56.16324(W)     ADJUSTED  
 DJ5913* NAVD 88     -       294.20   (meters)     965.2    (feet)  GPS OBS   
 DJ5913  ___________________________________________________________________
 DJ5913  EPOCH DATE  -        2007.00
 DJ5913  X           -  -2,025,076.382 (meters)                     COMP
 DJ5913  Y           -  -4,929,736.617 (meters)                     COMP
 DJ5913  Z           -   3,492,642.492 (meters)                     COMP
 DJ5913  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DJ5913  ELLIP HEIGHT-         263.875 (meters)          (03/21/07) ADJUSTED
 DJ5913  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DJ5913  HORZ ORDER  -  FIRST
 DJ5913  ELLP ORDER  -  FOURTH    CLASS I
 DJ5913
 DJ5913.The horizontal coordinates were established by GPS observations
 DJ5913.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5913
 DJ5913.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5913.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5913.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5913.The epoch date for horizontal control is a decimal equivalence
 DJ5913.of Year/Month/Day.
 DJ5913
 DJ5913.The orthometric height was determined by GPS observations and a
 DJ5913.high-resolution geoid model.
 DJ5913.The orthometric height was determined by GPS observations and a
 DJ5913.high-resolution geoid model using precise GPS observation and
 DJ5913.processing techniques.
 DJ5913
 DJ5913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5913
 DJ5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5913
 DJ5913.The ellipsoidal height was determined by GPS observations
 DJ5913.and is referenced to NAD 83.
 DJ5913
 DJ5913.The geoid height was determined by GEOID03.
 DJ5913
 DJ5913;                    North         East     Units Scale Factor Converg.
 DJ5913;SPC AZ C     -   267,884.884   174,707.472   MT  0.99991841   -0 13 44.0
 DJ5913;SPC AZ C     -   878,887.41    573,187.24   iFT  0.99991841   -0 13 44.0
 DJ5913;UTM  12      - 3,698,122.462   376,127.025   MT  0.99978918   -0 44 01.6
 DJ5913
 DJ5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5913!SPC AZ C     -   0.99995857  x   0.99991841  =   0.99987699
 DJ5913!UTM  12      -   0.99995857  x   0.99978918  =   0.99974776
 DJ5913
 DJ5913:                Primary Azimuth Mark                     Grid Az
 DJ5913:SPC AZ C     -  LBUCK 127                                357 31 22.2
 DJ5913:UTM  12      -  LBUCK 127                                358 01 39.8
 DJ5913
 DJ5913|---------------------------------------------------------------------|
 DJ5913| PID    Reference Object                     Distance      Geod. Az  |
 DJ5913|                                                           dddmmss.s |
 DJ5913| DJ5910 LBUCK 127                           APPROX. 0.6 KM 3571738.2 |
 DJ5913|---------------------------------------------------------------------|
 DJ5913
 DJ5913                          SUPERSEDED SURVEY CONTROL
 DJ5913
 DJ5913.No superseded survey control is available for this station.
 DJ5913
 DJ5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7612798122(NAD 83)
 DJ5913_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5913_STAMPING: VERMEERSCH 2006
 DJ5913_MARK LOGO: NGS   
 DJ5913_PROJECTION: FLUSH
 DJ5913_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5913+STABILITY: SURFACE MOTION
 DJ5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5913+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5913
 DJ5913  HISTORY     - Date     Condition        Report By
 DJ5913  HISTORY     - 20061107 MONUMENTED       100ENC
 DJ5913
 DJ5913                          STATION DESCRIPTION
 DJ5913
 DJ5913'DESCRIBED BY 100TH ENGINEER TOPOGRAPHIC COM 2006
 DJ5913'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5913'SOUTH ON LITCHFIELD ROAD 4.11KM TO LOWER BUCKEYE ROAD.  TRAVEL EAST ON
 DJ5913'LOWER BUCKEYE ROAD, 2.3KM TO 127TH AVENUE. TRAVEL SOUTH ON 127TH
 DJ5913'AVENUE, 0.5KM TO A BEND IN THE ROAD WHERE 127TH AVENUE BECOMES
 DJ5913'VERMEERSCH ROAD.  CONTINUE SOUTH ON DIRT SHOULDER ON EAST SIDE OF
 DJ5913'VERMEERSCH ROAD, 100M, TO GUARDRAIL ON NORTH SIDE OF CUL-DE-SAC THAT
 DJ5913'IS 127TH AVENUE. MARK IS A NGS HORIZONTAL CONTROL DISK, STAMPED
 DJ5913'VERMEERSCH 2006, IN A CONCRETE POST, LEVEL WITH GROUND.  STATION IS
 DJ5913'11.3M WEST OF CENTERLINE OF DRIVEWAY, 18.3M EAST OF CENTERLINE OF
 DJ5913'VERMEERSCH ROAD, 3M NORTHWEST OF SIDEWALK AND 1.5M SOUTHEAST OF
 DJ5913'CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0523 ***********************************************************************
 ER0523  DESIGNATION -  VERNON
 ER0523  PID         -  ER0523
 ER0523  STATE/COUNTY-  AZ/APACHE
 ER0523  USGS QUAD   -  BOUNDARY BUTTE (1984)
 ER0523
 ER0523                         *CURRENT SURVEY CONTROL
 ER0523  ___________________________________________________________________
 ER0523* NAD 83(1992)-  34 14 43.83980(N)    109 44 25.68671(W)     ADJUSTED  
 ER0523* NAVD 88     -      2300.9    (meters)    7549.     (feet)  VERTCON   
 ER0523  ___________________________________________________________________
 ER0523  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 ER0523  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ER0523  HORZ ORDER  -  FIRST
 ER0523
 ER0523.The horizontal coordinates were established by classical geodetic methods
 ER0523.and adjusted by the National Geodetic Survey in August 1993.
 ER0523
 ER0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0523
 ER0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0523
 ER0523.The geoid height was determined by GEOID03.
 ER0523
 ER0523;                    North         East     Units Scale Factor Converg.
 ER0523;SPC AZ E     -   359,966.509   252,616.793   MT  0.99991899   +0 14 23.4
 ER0523;SPC AZ E     - 1,180,992.48    828,795.25   iFT  0.99991899   +0 14 23.4
 ER0523;UTM  12      - 3,790,095.764   615,982.756   MT  0.99976582   +0 42 31.9
 ER0523
 ER0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0523!SPC AZ E     -   0.99964255  x   0.99991899  =   0.99956157
 ER0523!UTM  12      -   0.99964255  x   0.99976582  =   0.99940845
 ER0523
 ER0523|---------------------------------------------------------------------|
 ER0523| PID    Reference Object                     Distance      Geod. Az  |
 ER0523|                                                           dddmmss.s |
 ER0523| CD3787 VERNON RM 1                           8.606 METERS 03743     |
 ER0523| CD3786 VERNON AZ MK                                       2153340.1 |
 ER0523| ER0537 WEST                                APPROX.21.4 KM 2725402.9 |
 ER0523| CD3788 VERNON RM 2                           8.031 METERS 28843     |
 ER0523|---------------------------------------------------------------------|
 ER0523
 ER0523                          SUPERSEDED SURVEY CONTROL
 ER0523
 ER0523  NAD 83(1986)-  34 14 43.83699(N)    109 44 25.69408(W) AD(       ) 1
 ER0523  NAD 27      -  34 14 43.68200(N)    109 44 23.32900(W) AD(       ) 1
 ER0523  NGVD 29 (07/19/86) 2300.0    (m)         7546.     (f) VERT ANG    3  
 ER0523
 ER0523.Superseded values are not recommended for survey control.
 ER0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0523.See file dsdata.txt to determine how the superseded data were derived.
 ER0523
 ER0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1598390096(NAD 83)
 ER0523_MARKER: DS = TRIANGULATION STATION DISK
 ER0523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ER0523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ER0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0523
 ER0523  HISTORY     - Date     Condition        Report By
 ER0523  HISTORY     - 1936     MONUMENTED       CGS
 ER0523  HISTORY     - 1960     GOOD             USGS
 ER0523  HISTORY     - 1978     GOOD             AZDT
 ER0523  HISTORY     - 1981     GOOD             AZDT
 ER0523
 ER0523                          STATION DESCRIPTION
 ER0523
 ER0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0523'IN THE SITGREAVES NATIONAL FOREST, ABOUT 15 MILES SOUTH-SOUTHWEST
 ER0523'OF CONCHO, IN SEC. 19, T. 10 N., R. 25 E., ON THE HIGH POINT
 ER0523'AT THE NORTH END OF A LOW, HEAVILY TIMBERED RIDGE, 50 YARDS
 ER0523'SOUTH OF THE NORTH EDGE OF THE POINT, 16 FEET SOUTH BY WEST
 ER0523'OF SMALL TWIN PINE TREES, ON THE LONGITUDINAL CENTER OF THE
 ER0523'SUMMIT.  A STANDARD STATION DISK SET IN CONCRETE IN TOP OF A
 ER0523'5-INCH CAST-IRON PIPE EMBEDDED IN THE GROUND.
 ER0523'
 ER0523'REFERENCE MARK NO. 1 IS NORTHEAST BY NORTH OF THE STATION,
 ER0523'JUST BELOW THE CREST OF THE SUMMIT.  A STANDARD REFERENCE DISK
 ER0523'SET IN CONCRETE IN TOP OF A 5-INCH CAST-IRON PIPE EMBEDDED IN THE
 ER0523'GROUND.
 ER0523'
 ER0523'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION.  A
 ER0523'STANDARD REFERENCE DISK SET IN CONCRETE IN TOP OF A 5-INCH CAST-IRON
 ER0523'PIPE EMBEDDED IN THE GROUND.
 ER0523'
 ER0523'THE AZIMUTH MARK, IS APPROXIMATELY SOUTHWEST OF
 ER0523'THE STATION, ON THE WEST SIDE OF A CULTIVATED FIELD, 90 YARDS
 ER0523'SOUTH ALONG A FARM ROAD FROM A SMALL LOG HOUSE, 15 FEET WEST
 ER0523'OF THE CENTER OF THE FARM ROAD, 1-1/2 FEET EAST OF STRAND-WIRE
 ER0523'FENCE.
 ER0523'
 ER0523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 260
 ER0523'AND THE NEW SHOW LOW HIGHWAY AT CONCHO, GO SOUTHWEST ON THE
 ER0523'SHOW LOW HIGHWAY FOR 1L.3 MILES AND TAKE THE LESSER-TRAVELED
 ER0523'LEFT FORK AT TOP OF GRADE AT SIGN LAKESIDE, THENCE SOUTH FOR
 ER0523'2.2 MILES AND CROSS U.S. HIGHWAY 60 (NOW UNDER CONSTRUCTION),
 ER0523'THENCE SOUTH ON TRACK ROAD FOR 1.1 MILES AND TURN LEFT AT
 ER0523'T-INTERSECTION, THENCE EAST ON GRADED ROAD FOR 2.3 MILES AND
 ER0523'TURN RIGHT ON TRACK ROAD WHERE GRADED ROAD MAKES A SHARP
 ER0523'LEFT TURN, THENCE SOUTH FOR 0.2 MILE AND TAKE RIGHT FORK
 ER0523'SOUTHWEST FOR 0.2 MILE AND TURN LEFT THROUGH GATE INTO LANE,
 ER0523'THENCE SOUTH DOWN LANE FOR 0.35 MILE AND TAKE LEFT FORK,
 ER0523'THENCE SOUTHWEST FOR 0.7 MILE TO LOG HOUSE ON TOP OF A LOW
 ER0523'HILL (AZIMUTH MARK 90 YARDS SOUTH), THENCE SOUTH PAST
 ER0523'HOUSE FOR ABOUT 50 YARDS AND TURN LEFT ACROSS FIELD JUST
 ER0523'AFTER PASSING THROUGH GATE, THENCE NORTHEAST ACROSS FIELD
 ER0523'FOR 150 YARDS AND PASS THROUGH GATE AT EDGE OF WOODS AND
 ER0523'BEAR RIGHT AND GO SOUTHEAST ON OLD TRACK ROAD FOR 0.1
 ER0523'MILE AND TURN LEFT OFF ROAD AND GO NORTH ACROSS COUNTRY FOR
 ER0523'0.2 MILE TO TOP OF RIDGE, THENCE EAST AND NORTH ALONG RIDGE
 ER0523'FOR 0.35 MILE TO END OF TRUCK TRAVEL AT BASE OF STEEP
 ER0523'ASHY SLOPE.  PACK NORTH ALONG THE RIDGE FOR ABOUT 300
 ER0523'YARDS TO THE STATION AT THE NORTH END.
 ER0523'
 ER0523'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ER0523
 ER0523                          STATION RECOVERY (1960)
 ER0523
 ER0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0523'RECOVERED IN GOOD CONDITION.
 ER0523
 ER0523                          STATION RECOVERY (1978)
 ER0523
 ER0523'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0523'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 ER0523'AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 ER0523'FOUND.  NEW MEASUREMENTS TO R.M.S WERE TAKEN AT THIS TIME.  A NEW TO
 ER0523'REACH DESCRIPTION FOLLOWS--
 ER0523'
 ER0523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 61 AND 60, 11
 ER0523'MILES EAST OF SHOW LOW, TRAVEL EAST ON HWY. 60 FOR 4.7 MILES TO MILE
 ER0523'POST 357.7 AND A SIGN TIMBER KNOLL ACRES, TURN RIGHT ACROSS A CATTLE
 ER0523'GUARD AND TAKE ROAD TO THE LEFT FOR 1.3 MILES TO A FORK, TAKE RIGHT
 ER0523'FORK AND GO 0.2 MILE TO ANOTHER CATTLE GUARD, CROSS OVER AND TURN LEFT
 ER0523'AND STAY ON MAIN TRAVELED ROAD FOR 0.7 MILE TO A TRAIL ON THE LEFT,
 ER0523'TURN LEFT AND CONTINUE ON TRAIL TO A SADDLE TURN LEFT AND FOLLOW
 ER0523'TRAIL TO THE STATION.  A 4 X 4 VEHICLE REQUIRED.
 ER0523
 ER0523                          STATION RECOVERY (1981)
 ER0523
 ER0523'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ER0523'THE STATION WAS RECOVERED AS DESCRIBED.  THE ROUTE TO THE
 ER0523'STATION REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0231 ***********************************************************************
 CZ0231  DESIGNATION -  VET
 CZ0231  PID         -  CZ0231
 CZ0231  STATE/COUNTY-  AZ/PIMA
 CZ0231  USGS QUAD   -  TUCSON (1992)
 CZ0231
 CZ0231                         *CURRENT SURVEY CONTROL
 CZ0231  ___________________________________________________________________
 CZ0231* NAD 83(1992)-  32 11 06.83593(N)    110 57 39.34503(W)     ADJUSTED  
 CZ0231* NAVD 88     -       760.66   (+/-2cm)    2495.6    (feet)  VERTCON   
 CZ0231  ___________________________________________________________________
 CZ0231  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CZ0231  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0231  HORZ ORDER  -  SECOND
 CZ0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0231
 CZ0231.The horizontal coordinates were established by classical geodetic methods
 CZ0231.and adjusted by the National Geodetic Survey in August 1993.
 CZ0231
 CZ0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0231.The vertical order pertains to the NGVD 29 superseded value.
 CZ0231
 CZ0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0231
 CZ0231.The geoid height was determined by GEOID03.
 CZ0231
 CZ0231;                    North         East     Units Scale Factor Converg.
 CZ0231;SPC AZ C     -   131,805.471   303,481.415   MT  1.00000013   +0 30 32.8
 CZ0231;SPC AZ C     -   432,432.65    995,673.93   iFT  1.00000013   +0 30 32.8
 CZ0231;UTM  12      - 3,560,968.255   503,683.010   MT  0.99960017   +0 01 14.9
 CZ0231
 CZ0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0231!SPC AZ C     -   0.99988518  x   1.00000013  =   0.99988531
 CZ0231!UTM  12      -   0.99988518  x   0.99960017  =   0.99948539
 CZ0231
 CZ0231|---------------------------------------------------------------------|
 CZ0231| PID    Reference Object                     Distance      Geod. Az  |
 CZ0231|                                                           dddmmss.s |
 CZ0231| CZ0230 VET RM 3                             95.628 METERS 09549     |
 CZ0231| CZ0229 VET RM 1                             24.443 METERS 24211     |
 CZ0231| CC7596 VET AZ MK                                          2864339.9 |
 CZ0231| CC7597 VET RM 2                             32.757 METERS 31840     |
 CZ0231|---------------------------------------------------------------------|
 CZ0231
 CZ0231                          SUPERSEDED SURVEY CONTROL
 CZ0231
 CZ0231  NAD 83(1986)-  32 11 06.83231(N)    110 57 39.34244(W) AD(       ) 2
 CZ0231  NAD 27      -  32 11 06.55440(N)    110 57 37.01290(W) AD(       ) 2
 CZ0231  NGVD 29 (??/??/92)  760.000  (m)         2493.43   (f) ADJ UNCH    2 0
 CZ0231
 CZ0231.Superseded values are not recommended for survey control.
 CZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0231.See file dsdata.txt to determine how the superseded data were derived.
 CZ0231
 CZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0368360968(NAD 83)
 CZ0231_MARKER: DS = TRIANGULATION STATION DISK
 CZ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0231_STAMPING: VET 1959
 CZ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0231+STABILITY: SURFACE MOTION
 CZ0231
 CZ0231  HISTORY     - Date     Condition        Report By
 CZ0231  HISTORY     - 1959     MONUMENTED       CGS
 CZ0231  HISTORY     - 1960     GOOD             CGS
 CZ0231  HISTORY     - 1960     GOOD             NGS
 CZ0231  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0231
 CZ0231                          STATION DESCRIPTION
 CZ0231
 CZ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0231'THE STATION IS LOCATED JUST NORTHEAST OF THE VETERANS HOSPITAL
 CZ0231'GROUNDS IN TUCSON, AT THE EAST END OF AN OVERPASS ACROSS
 CZ0231'RAILROAD TRACKS, IN A RAISED AND PAVED TRAFFIC DIVIDER THAT
 CZ0231'SEPARATES THE EAST AND WEST-BOUND LANES ON U.S. HIGHWAY 80.
 CZ0231'
 CZ0231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CZ0231'89, GO EAST ON 80 TOWARD BENSON FOR 0.5 MILE TO THE STATION
 CZ0231'ON THE LEFT.
 CZ0231'
 CZ0231'THE STATION MARK IS A STANDARD DISK STAMPED VET 1959, SET
 CZ0231'IN A CYLINDERICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CZ0231'PAVEMENT.  IT IS 40 FEET EAST OF THE CENTER OF A CURVED STEEL
 CZ0231'GUARD RAIL BETWEEN THE DOUBLE BRIDGE OF THE OVERPASS.  THE
 CZ0231'UNDERGROUND STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL
 CZ0231'HOLE IN A LAYER OF OLD PAVEMENT ABOUT 2 FEET BELOW GROUND LEVEL.
 CZ0231'
 CZ0231'R.M. 1 IS A STANDARD DISK STAMPED VET NO 1 1959, SET IN A DRILL
 CZ0231'HOLE IN THE EAST END OF THE CURBING OF THE SOUTH HEADWALL OF
 CZ0231'THE EASTBOUND BRIDGE OF THE OVERPASS.
 CZ0231'
 CZ0231'R.M. 2 IS AN ARIZONA HIGHWAY DEPARTMENT SURVEY DISK SET IN A
 CZ0231'DRILL HOLE IN THE EAST END OF THE CURBING OF THE NORTH HEADWALL
 CZ0231'OF THE WESTBOUND BRIDGE OF THE OVERPASS.
 CZ0231'
 CZ0231'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VET 1959, SET IN
 CZ0231'A DRILL HOLE IN THE LOWER ONE OF THREE LEVELS OF CONCRETE THAT
 CZ0231'FORM THE NORTH TERMINUS OF THE EAST HEADWALL OF THE OVERPASS
 CZ0231'BRIDGE AT THE JUNCTION OF U.S. HIGHWAYS 80 AND 89.  IT IS ABOUT 1
 CZ0231'FOOT HIGHER THAN THE SIDEWALK.  TO REACH THE AZIMUTH MARK FROM
 CZ0231'THE STATION, GO WEST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO THE
 CZ0231'ACCESS ROAD TO HIGHWAY 89, TURN RIGHT AND GO 0.1 MILE TO THE
 CZ0231'JUNCTION AND THE MARK ON THE LEFT.
 CZ0231
 CZ0231                          STATION RECOVERY (1960)
 CZ0231
 CZ0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0231'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 CZ0231'IN GOOD CONDITION.  REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED
 CZ0231'FOR THE PROJECTION OF THE TELLUROMETER TRAVERSE LINE.
 CZ0231'
 CZ0231'REFERENCE MARK 3, STAMPED VET NO 3 1959, IS A STANDARD DISK
 CZ0231'SET IN A CYLINDRICAL CONCRETE POST PROJECTING ABOUT 4 INCHES.
 CZ0231'IT IS ABOUT 400 YARDS EAST-NORTHEAST OF THE VETERANS HOSPITAL
 CZ0231'WATER TANK, 53-1/2 FEET NORTH OF THE CENTER LINE OF THE WEST
 CZ0231'BOUND LANES OF U.S. HIGHWAY 80, 350 FEET EAST OF THE EAST END
 CZ0231'OF THE RAILROAD OVERPASS AND NEAR THE NORTH EDGE OF THE FILL,
 CZ0231'6 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 CZ0231
 CZ0231                          STATION RECOVERY (1960)
 CZ0231
 CZ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0231'0.5 MI SE FROM TUCSON.
 CZ0231'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0231'HIGHWAY 89 AT TUCSON TO THE SOUTHEAST END OF A RAILROAD OVERPASS, 31
 CZ0231'1/2 FEET SOUTH OF THE WEST BOUND TRAFFIC LANE, 41 FEET EAST OF A METAL
 CZ0231'GUARD RAIL, 31 FEET NORTH OF THE EAST BOUND TRAFFIC LANE, SET IN A
 CZ0231'CYLINDRICAL CONCRETE POST IN THE APPROXIMATE CENTER OF THE MEDIA
 CZ0231'STRIP.
 CZ0231
 CZ0231                          STATION RECOVERY (1990)
 CZ0231
 CZ0231'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0229 ***********************************************************************
 CZ0229  DESIGNATION -  VET RM 1
 CZ0229  PID         -  CZ0229
 CZ0229  STATE/COUNTY-  AZ/PIMA
 CZ0229  USGS QUAD   -  TUCSON (1992)
 CZ0229
 CZ0229                         *CURRENT SURVEY CONTROL
 CZ0229  ___________________________________________________________________
 CZ0229* NAD 83(1986)-  32 11 06.     (N)    110 57 40.     (W)     SCALED    
 CZ0229* NAVD 88     -       760.32   (+/-2cm)    2494.5    (feet)  VERTCON   
 CZ0229  ___________________________________________________________________
 CZ0229  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0229
 CZ0229.The horizontal coordinates were scaled from a topographic map and have
 CZ0229.an estimated accuracy of +/- 6 seconds.
 CZ0229
 CZ0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0229.The vertical order pertains to the NGVD 29 superseded value.
 CZ0229
 CZ0229.The geoid height was determined by GEOID03.
 CZ0229
 CZ0229;                    North         East    Units  Estimated Accuracy
 CZ0229;SPC AZ C     -   131,780.      303,460.      MT  (+/- 180 meters Scaled)
 CZ0229
 CZ0229                          SUPERSEDED SURVEY CONTROL
 CZ0229
 CZ0229  NGVD 29 (??/??/92)  759.666  (m)         2492.34   (f) ADJ UNCH    2 0
 CZ0229
 CZ0229.Superseded values are not recommended for survey control.
 CZ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0229.See file dsdata.txt to determine how the superseded data were derived.
 CZ0229
 CZ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA036609(NAD 83)
 CZ0229_MARKER: DR = REFERENCE MARK DISK
 CZ0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ0229_SP_SET: CURB
 CZ0229_STAMPING: VET NO 1 1959
 CZ0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0229
 CZ0229  HISTORY     - Date     Condition        Report By
 CZ0229  HISTORY     - 1959     MONUMENTED       CGS
 CZ0229  HISTORY     - 1960     GOOD             NGS
 CZ0229  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0229
 CZ0229                          STATION DESCRIPTION
 CZ0229
 CZ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0229'0.5 MI SE FROM TUCSON.
 CZ0229'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0229'HIGHWAY 89 AT TUCSON TO THE EAST END OF A RAILROAD OVERPASS, SET IN A
 CZ0229'DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE CURB OF THE EAST
 CZ0229'BOUND TRAFFIC LANE, 72 FEET WEST OF THE STATION, 21 FEET SOUTH OF THE
 CZ0229'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 1.6 FEET WEST OF A METAL
 CZ0229'GUARD RAIL AND ABOUT 1 FOOT ABOVE THE ROADWAY.
 CZ0229
 CZ0229                          STATION RECOVERY (1990)
 CZ0229
 CZ0229'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0230 ***********************************************************************
 CZ0230  DESIGNATION -  VET RM 3
 CZ0230  PID         -  CZ0230
 CZ0230  STATE/COUNTY-  AZ/PIMA
 CZ0230  USGS QUAD   -  TUCSON (1992)
 CZ0230
 CZ0230                         *CURRENT SURVEY CONTROL
 CZ0230  ___________________________________________________________________
 CZ0230* NAD 83(1992)-  32 11 06.52157(N)    110 57 35.71319(W)     ADJUSTED  
 CZ0230* NAVD 88     -       760.99   (+/-2cm)    2496.7    (feet)  VERTCON   
 CZ0230  ___________________________________________________________________
 CZ0230  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 CZ0230  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0230  HORZ ORDER  -  SECOND
 CZ0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0230
 CZ0230.The horizontal coordinates were established by classical geodetic methods
 CZ0230.and adjusted by the National Geodetic Survey in August 1993.
 CZ0230
 CZ0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0230.The vertical order pertains to the NGVD 29 superseded value.
 CZ0230
 CZ0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0230
 CZ0230.The geoid height was determined by GEOID03.
 CZ0230
 CZ0230;                    North         East     Units Scale Factor Converg.
 CZ0230;SPC AZ C     -   131,796.634   303,576.634   MT  1.00000034   +0 30 34.7
 CZ0230;SPC AZ C     -   432,403.65    995,986.33   iFT  1.00000034   +0 30 34.7
 CZ0230;UTM  12      - 3,560,958.610   503,778.112   MT  0.99960018   +0 01 16.9
 CZ0230
 CZ0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0230!SPC AZ C     -   0.99988513  x   1.00000034  =   0.99988547
 CZ0230!UTM  12      -   0.99988513  x   0.99960018  =   0.99948535
 CZ0230
 CZ0230|---------------------------------------------------------------------|
 CZ0230| PID    Reference Object                     Distance      Geod. Az  |
 CZ0230|                                                           dddmmss.s |
 CZ0230| CZ0231 VET                                  95.628 METERS 27549     |
 CZ0230| CZ1850 WARNER                              APPROX. 4.1 KM 3122432.7 |
 CZ0230|---------------------------------------------------------------------|
 CZ0230
 CZ0230                          SUPERSEDED SURVEY CONTROL
 CZ0230
 CZ0230  NAD 83(1986)-  32 11 06.51795(N)    110 57 35.71061(W) AD(       ) 2
 CZ0230  NAD 27      -  32 11 06.24000(N)    110 57 33.38110(W) AD(       ) 2
 CZ0230  NGVD 29 (??/??/92)  760.335  (m)         2494.53   (f) ADJ UNCH    2 0
 CZ0230
 CZ0230.Superseded values are not recommended for survey control.
 CZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0230.See file dsdata.txt to determine how the superseded data were derived.
 CZ0230
 CZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0377860959(NAD 83)
 CZ0230_MARKER: DR = REFERENCE MARK DISK
 CZ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0230_STAMPING: VET NO 3 1959
 CZ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0230+STABILITY: SURFACE MOTION
 CZ0230
 CZ0230  HISTORY     - Date     Condition        Report By
 CZ0230  HISTORY     - 1960     MONUMENTED       CGS
 CZ0230  HISTORY     - 1960     GOOD             NGS
 CZ0230  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0230
 CZ0230                          STATION DESCRIPTION
 CZ0230
 CZ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0230'THE STATION IS 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 80 FROM
 CZ0230'ITS JUNCTION WITH U.S. HIGHWAY 89 AND STATE HIGHWAY 84 ALT. IN
 CZ0230'SOUTH TUCSON.  NEAR THE EAST END AND NORTH SIDE OF THE RAILROAD
 CZ0230'OVERPASS ABOUT 200 YARDS EAST-NORTHEAST OF THE VETERANS HOSPITAL
 CZ0230'WATER TANK.
 CZ0230'
 CZ0230'THE MARK, STAMPED VET NO 3 1959, IS A STANDARD DISK SET IN A
 CZ0230'ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS NEAR
 CZ0230'THE NORTH EDGE OF THE FILL, 53-1/2 FEET NORTH OF THE CENTER LINE
 CZ0230'OF THE WEST BOUND LANE OF U.S. HIGHWAY 80 AND 6 FEET WEST OF
 CZ0230'A METAL WITNESS POST WITH SIGN.
 CZ0230
 CZ0230                          STATION RECOVERY (1960)
 CZ0230
 CZ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0230'0.5 MI SE FROM TUCSON.
 CZ0230'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0230'HIGHWAY 89 AT TUCSON, 313.749 FEET EAST OF THE STATION MARK, SET IN A
 CZ0230'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES, 53 1/2 FEET NORTH OF
 CZ0230'THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE AND 6 FEET WEST OF A
 CZ0230'METAL WITNESS POST WITH SIGN.
 CZ0230
 CZ0230                          STATION RECOVERY (1990)
 CZ0230
 CZ0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0245 ***********************************************************************
 FR0245  DESIGNATION -  VETA
 FR0245  PID         -  FR0245
 FR0245  STATE/COUNTY-  AZ/YAVAPAI
 FR0245  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0245
 FR0245                         *CURRENT SURVEY CONTROL
 FR0245  ___________________________________________________________________
 FR0245* NAD 83(1992)-  35 13 37.93372(N)    112 34 20.95489(W)     ADJUSTED  
 FR0245* NAVD 88     -      1549.197  (meters)    5082.66   (feet)  ADJUSTED  
 FR0245  ___________________________________________________________________
 FR0245  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 FR0245  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 FR0245  DYNAMIC HT  -        1547.174 (meters)    5076.02  (feet)  COMP
 FR0245  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 FR0245
 FR0245  HORZ ORDER  -  SECOND
 FR0245  VERT ORDER  -  FIRST     CLASS II
 FR0245
 FR0245.The horizontal coordinates were established by classical geodetic methods
 FR0245.and adjusted by the National Geodetic Survey in August 1993.
 FR0245
 FR0245.The orthometric height was determined by differential leveling
 FR0245.and adjusted in June 1991.
 FR0245
 FR0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0245
 FR0245.The geoid height was determined by GEOID03.
 FR0245
 FR0245.The dynamic height is computed by dividing the NAVD 88
 FR0245.geopotential number by the normal gravity value computed on the
 FR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0245.degrees latitude (g = 980.6199 gals.).
 FR0245
 FR0245.The modeled gravity was interpolated from observed gravity values.
 FR0245
 FR0245;                    North         East     Units Scale Factor Converg.
 FR0245;SPC AZ C     -   468,975.368   153,662.806   MT  0.99994391   -0 22 41.9
 FR0245;SPC AZ C     - 1,538,633.10    504,143.06   iFT  0.99994391   -0 22 41.9
 FR0245;UTM  12      - 3,899,372.446   356,899.616   MT  0.99985237   -0 54 25.9
 FR0245
 FR0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0245!SPC AZ C     -   0.99976084  x   0.99994391  =   0.99970476
 FR0245!UTM  12      -   0.99976084  x   0.99985237  =   0.99961324
 FR0245
 FR0245|---------------------------------------------------------------------|
 FR0245| PID    Reference Object                     Distance      Geod. Az  |
 FR0245|                                                           dddmmss.s |
 FR0245| FR0244 VETA RM 1                             6.294 METERS 01534     |
 FR0245| FR0246 VETA AZ MK                                         1033120.2 |
 FR0245| FR0243 VETA RM 2                             6.844 METERS 28420     |
 FR0245|---------------------------------------------------------------------|
 FR0245
 FR0245                          SUPERSEDED SURVEY CONTROL
 FR0245
 FR0245  NAD 83(1986)-  35 13 37.93241(N)    112 34 20.94946(W) AD(       ) 2
 FR0245  NAD 27      -  35 13 37.89230(N)    112 34 18.30810(W) AD(       ) 2
 FR0245  NGVD 29 (??/??/92) 1548.327  (m)         5079.80   (f) ADJ UNCH    1 2
 FR0245
 FR0245.Superseded values are not recommended for survey control.
 FR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0245.See file dsdata.txt to determine how the superseded data were derived.
 FR0245
 FR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5690099372(NAD 83)
 FR0245_MARKER: DE = TRAVERSE STATION DISK
 FR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0245_STAMPING: VETA 1962
 FR0245_MARK LOGO: CGS   
 FR0245_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0245+STABILITY: SURFACE MOTION
 FR0245
 FR0245  HISTORY     - Date     Condition        Report By
 FR0245  HISTORY     - 1962     MONUMENTED       CGS
 FR0245  HISTORY     - 1962     GOOD             CGS
 FR0245  HISTORY     - 1971     GOOD             AZHD
 FR0245  HISTORY     - 1973     GOOD             USGS
 FR0245  HISTORY     - 1982     GOOD             NGS
 FR0245
 FR0245                          STATION DESCRIPTION
 FR0245
 FR0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0245'STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF SELIGMAN, ABOUT
 FR0245'5 MILES WEST-NORTHWEST OF ASH FORK AND ON THE NORTH SIDE OF
 FR0245'U.S. HIGHWAY 66.
 FR0245'
 FR0245'TO REACH FROM THE POST OFFICE IN SELIGMAN, GO 0.05 MILES SOUTH
 FR0245'TO U.S. HIGHWAY 66, TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY
 FR0245'66 FOR 8.7 MILES TO CROOKTON OVERPASS, CONTINUE EASTERLY ON
 FR0245'U.S. HIGHWAY 66 FOR 10 MILES TO A ELECTRICAL POWER SUBSTATION
 FR0245'ON RIGHT, CONTINUE EASTERLY ON U.S. HIGHWAY 66 FOR 0.4 MILES
 FR0245'TO STATION ON LEFT AS DESCRIBED.
 FR0245'
 FR0245'STATION MARK, A STANDARD TRAVERSE DISK STAMPED VETA 1962, IS
 FR0245'SET IN TOP OF A 11 INCH SQUARE CONCRETE POST WHICH PROJECTS
 FR0245'ABOUT 5 INCHES ABOVE THE GROUND.  THE MARK IS 42.5 FEET NORTH
 FR0245'OF THE CENTER OF U.S. HIGHWAY 66 AND 2.4 FEET NORTH OF THE
 FR0245'WITNESS POST AND FENCE.
 FR0245'
 FR0245'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED VETA NO 1
 FR0245'1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0245'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS 63 FEET
 FR0245'NORTH OF THE CENTER OF U.S. HIGHWAY 66 AND 23.1 FEET NORTH OF THE
 FR0245'WITNESS POST AND FENCE.
 FR0245'
 FR0245'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED VETA NO 2
 FR0245'1962, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH
 FR0245'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  THE MARK IS 46 FEET
 FR0245'NORTH OF THE CENTER OF U.S. HIGHWAY 66, 22.4 FEET WEST OF THE
 FR0245'WITNESS POST AND 3 FEET NORTH OF THE FENCE.
 FR0245'
 FR0245'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED VETA 1962, IS
 FR0245'SET IN A DRILL HOLE IN TOP OF A BOULDER WHICH PROJECTS ABOUT
 FR0245'2 FEET ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 100 FEET
 FR0245'NORTHEAST OF CENTER OF A SIDE ROAD TO THE SOUTH, 51 FEET NORTH
 FR0245'OF THE CENTER OF U.S. HIGHWAY 66, 3.5 FEET NORTH-NORTHEAST
 FR0245'OF FENCE AND 4.1 FEET NORTHEAST OF THE WITNESS POST.
 FR0245'
 FR0245'TO REACH THE AZIMUTH MARK FROM STATION, GO EASTERLY ON U.S.
 FR0245'HIGHWAY 66 FOR 0.35 MILES TO A SIDE ROAD RIGHT AND AZIMUTH
 FR0245'MARK ON LEFT.
 FR0245'
 FR0245'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0245
 FR0245                          STATION RECOVERY (1962)
 FR0245
 FR0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FR0245'5.05 MI W FROM ASH FORK.
 FR0245'5.05 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0245'SANTA FE RAILWAY STATION AT ASH FORK, 42 FEET NORTH OF THE CENTER OF
 FR0245'THE HIGHWAY, 2.5 FEET NORTH OF A FENCE, 2.5 FEET NORTH OF A METAL
 FR0245'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 FR0245'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FR0245
 FR0245                          STATION RECOVERY (1971)
 FR0245
 FR0245'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0245'GENERAL LOCATION INT. 40, BETWEEN SELIGMAN AND ASH FORK.
 FR0245'THE AZIMUTH MARK IS LOCATED OPPOSITE AND NORTH OF MILEPOST 141,
 FR0245'INT. 40.  TO REACH THE STATION, WESTERLY ON INT. 40 FOR 0.35
 FR0245'MILES AND TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 FR0245'USC AND GS TRIANGULATION BRASS CAP, SET IN THE TOP OF AN
 FR0245'11 IN CONCRETE POST, UP 0.2 FT, ABOUT 40 FT NORTHERLY OF
 FR0245'THE WEST BOUND LANE, AND STAMPED, VETA 1962.  R.M. 1 IS
 FR0245'A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN THE
 FR0245'TOP OF AN 11 IN, SQUARE, CONCRETE POST, UP 0.5 FT, LOCATED
 FR0245'ABOUT 60 FT NORTHERLY OF THE WEST BOUND LANE, ABOUT 20 FT
 FR0245'NORTH OF THE STATION, AND STAMPED, VETA NO 1 1962.  R.M.
 FR0245'NO. 2 IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET
 FR0245'IN THE TOP OF AN 11 IN, SQUARE, CONCRETE POST, UP 0.5 FT,
 FR0245'LOCATED ABOUT 40 FT NORTHERLY OF THE WEST BOUND LANE, ABOUT 20
 FR0245'FT WESTERLY OF THE STATION, AND STAMPED, VETA NO 2 1962.  THE
 FR0245'AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP,
 FR0245'SET IN THE TOP OF A 3 FT BY 3 FT BASALT BOULDER, UP 2.5 FT,
 FR0245'LOCATED ABOUT 45 FT NORTHERLY OF THE WEST BOUND LANE, AND
 FR0245'STAMPED, VETA 1962.
 FR0245
 FR0245                          STATION RECOVERY (1973)
 FR0245
 FR0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DDS)
 FR0245'0.1 MILE NORTH FROM THE POST OFFICE AT ASH FORK TO THE WEST
 FR0245'BOUND TRAFFIC LANE OF INTERSTATE HWY. 40, THENCE 5.4 MILES
 FR0245'WEST.  48 FT. NORTH OF THE WEST BOUND TRAFFIC LANE, 53 FT. SOUTH
 FR0245'OF A FENCE, 145 FT. SOUTHEAST OF A POWER POLE 46/S, 3.4 FT.
 FR0245'ABOVE THE ROAD SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FR0245'FT.
 FR0245'
 FR0245'VETA R.M. 1 1962,--0.1 MILE NORTH FROM THE POST OFFICE AT ASH
 FR0245'FORK TO THE WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40,
 FR0245'THENCE 5.4 MILES WEST, 20.7 FT. NORTH OF TRAVERSE STATION
 FR0245'VETA, 57 FT. NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC
 FR0245'LANE, 33 FT. SOUTH OF A FENCE, 23 FT NORTH OF A METAL WITNESS
 FR0245'POST SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT.
 FR0245'
 FR0245'VETA NO 2 1962,--0.1 MILE NORTH FROM THE POST OFFICE AT
 FR0245'ASH FORK TO THE WEST BOUND TRAFFIC LANE OF INTERSTATE
 FR0245'HWY. 40, THENCE 5.4 MILES WEST.  48 FT. NORTH OF THE CENTER OF
 FR0245'THE WEST BOUND TRAFFIC LANE, 53 FT. SOUTH OF A FENCE LINE, 22.5
 FR0245'FT. WEST OF TRAVERSE STATION VETA, 22.5 FT WEST OF A METAL
 FR0245'WITNESS POST, 3.4 FT. ABOVE THE ROAD, SET IN THE TOP OF A
 FR0245'CONCRETE POST PROJECTING 0.4 FT.
 FR0245'
 FR0245'VETA AZIMUTH 1962,--0.1 MILE NORTH FROM THE POST OFFICE AT
 FR0245'ASH FORK TO THE WEST BOUND TRAFFIC LANE OF INTERSTATE HWY. 40,
 FR0245'THENCE 5.0 MILES WEST.  50 FT. NORTH OF THE CENTER OF THE WEST
 FR0245'BOUND TRAFFIC LANE, 530 FT. EAST OF A CONCRETE BOX CULVERT.
 FR0245'4 FT. NORTH OF A METAL WITNESS POST, 6.3 FT ABOVE THE ROAD IN
 FR0245'TOP OF A 2 X 3 FT. BOULDER PROJECTING 2 FT.
 FR0245
 FR0245                          STATION RECOVERY (1982)
 FR0245
 FR0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0245'8.8 KM (5.5 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0245'US HIGHWAY 89 IN ASH FORK, 15.3 METERS (50 FT) NORTH OF THE CENTERLINE
 FR0245'OF THE EAST BOUND TRAFFIC LANES, 15.9 METERS (52 FT) SOUTH OF A FENCE.
 FR0245'THE MARK IS 1 METERS  N FROM A WITNESS POST.
 FR0245'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0246 ***********************************************************************
 FR0246  DESIGNATION -  VETA AZ MK
 FR0246  PID         -  FR0246
 FR0246  STATE/COUNTY-  AZ/YAVAPAI
 FR0246  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0246
 FR0246                         *CURRENT SURVEY CONTROL
 FR0246  ___________________________________________________________________
 FR0246* NAD 83(1986)-  35 13 33.     (N)    112 33 55.     (W)     SCALED    
 FR0246* NAVD 88     -      1546.984  (meters)    5075.40   (feet)  POSTED    
 FR0246  ___________________________________________________________________
 FR0246  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 FR0246  DYNAMIC HT  -        1544.960 (meters)    5068.76  (feet)  COMP
 FR0246  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 FR0246
 FR0246  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0246
 FR0246.The horizontal coordinates were scaled from a topographic map and have
 FR0246.an estimated accuracy of +/- 6 seconds.
 FR0246
 FR0246.The orthometric height was determined by differential leveling
 FR0246.and adjusted by the  in 1992.
 FR0246.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0246.rate of 0.0 thru 1.0 mm/km.
 FR0246
 FR0246.The geoid height was determined by GEOID03.
 FR0246
 FR0246.The dynamic height is computed by dividing the NAVD 88
 FR0246.geopotential number by the normal gravity value computed on the
 FR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0246.degrees latitude (g = 980.6199 gals.).
 FR0246
 FR0246.The modeled gravity was interpolated from observed gravity values.
 FR0246
 FR0246;                    North         East    Units  Estimated Accuracy
 FR0246;SPC AZ C     -   468,820.      154,320.      MT  (+/- 180 meters Scaled)
 FR0246
 FR0246                          SUPERSEDED SURVEY CONTROL
 FR0246
 FR0246  NGVD 29 (??/??/92) 1546.114  (m)         5072.54   (f) ADJ UNCH    2 0
 FR0246
 FR0246.Superseded values are not recommended for survey control.
 FR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0246.See file dsdata.txt to determine how the superseded data were derived.
 FR0246
 FR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD575992(NAD 83)
 FR0246_MARKER: DZ = AZIMUTH MARK DISK
 FR0246_SETTING: 80 = SET IN A BOULDER
 FR0246_SP_SET: BOULDER
 FR0246_STAMPING: VETA 1962
 FR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0246+STABILITY: SURFACE MOTION
 FR0246
 FR0246  HISTORY     - Date     Condition        Report By
 FR0246  HISTORY     - 1962     MONUMENTED       CGS
 FR0246  HISTORY     - 1982     MARK NOT FOUND   NGS
 FR0246
 FR0246                          STATION DESCRIPTION
 FR0246
 FR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0246'4.65 MI W FROM ASH FORK.
 FR0246'4.65 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0246'SANTA FE RAILWAY STATION AT ASH FORK, 47 FEET NORTH OF THE CENTER OF
 FR0246'U. S. HIGHWAY 66, 3.5 FEET NORTH OF A FENCE, 4 FEET NORTH OF A METAL
 FR0246'WITNESS POST, AND IS SET IN THE TOP OF A 2 BY 3 FOOT BOULDER
 FR0246'PROJECTING 2 FOOT.
 FR0246
 FR0246                          STATION RECOVERY (1982)
 FR0246
 FR0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0246'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0244 ***********************************************************************
 FR0244  DESIGNATION -  VETA RM 1
 FR0244  PID         -  FR0244
 FR0244  STATE/COUNTY-  AZ/YAVAPAI
 FR0244  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0244
 FR0244                         *CURRENT SURVEY CONTROL
 FR0244  ___________________________________________________________________
 FR0244* NAD 83(1986)-  35 13 38.     (N)    112 34 21.     (W)     SCALED    
 FR0244* NAVD 88     -      1549.068  (meters)    5082.23   (feet)  ADJUSTED  
 FR0244  ___________________________________________________________________
 FR0244  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 FR0244  DYNAMIC HT  -        1547.045 (meters)    5075.60  (feet)  COMP
 FR0244  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 FR0244
 FR0244  VERT ORDER  -  FIRST     CLASS II
 FR0244
 FR0244.The horizontal coordinates were scaled from a topographic map and have
 FR0244.an estimated accuracy of +/- 6 seconds.
 FR0244
 FR0244.The orthometric height was determined by differential leveling
 FR0244.and adjusted in June 1991.
 FR0244
 FR0244.The geoid height was determined by GEOID03.
 FR0244
 FR0244.The dynamic height is computed by dividing the NAVD 88
 FR0244.geopotential number by the normal gravity value computed on the
 FR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0244.degrees latitude (g = 980.6199 gals.).
 FR0244
 FR0244.The modeled gravity was interpolated from observed gravity values.
 FR0244
 FR0244;                    North         East    Units  Estimated Accuracy
 FR0244;SPC AZ C     -   468,980.      153,660.      MT  (+/- 180 meters Scaled)
 FR0244
 FR0244                          SUPERSEDED SURVEY CONTROL
 FR0244
 FR0244  NGVD 29 (??/??/92) 1548.198  (m)         5079.38   (f) ADJ UNCH    1 2
 FR0244
 FR0244.Superseded values are not recommended for survey control.
 FR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0244.See file dsdata.txt to determine how the superseded data were derived.
 FR0244
 FR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD568993(NAD 83)
 FR0244_MARKER: DR = REFERENCE MARK DISK
 FR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0244_STAMPING: VETA NO 1 1962
 FR0244_MARK LOGO: CGS   
 FR0244_PROJECTION: FLUSH
 FR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0244+STABILITY: SURFACE MOTION
 FR0244
 FR0244  HISTORY     - Date     Condition        Report By
 FR0244  HISTORY     - 1962     MONUMENTED       CGS
 FR0244  HISTORY     - 1982     GOOD             NGS
 FR0244
 FR0244                          STATION DESCRIPTION
 FR0244
 FR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0244'5.05 MI W FROM ASH FORK.
 FR0244'5.05 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0244'SANTA FE RAILWAY STATION AT ASH FORK, 23.0 FEET NORTH OF A FENCE, 20.7
 FR0244'FEET NORTH OF TRAVERSE STATION VETA, 63 FEET NORTH OF THE CENTER LINE
 FR0244'OF U.S. HIGHWAY 66, 23.0 FEET NORTH OF A METAL WITNESS POST, AND IS
 FR0244'SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FR0244
 FR0244                          STATION RECOVERY (1982)
 FR0244
 FR0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0244'8.8 KM (5.5 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0244'US HIGHWAY 89 IN ASH FORK, 21.6 METERS (71 FT) NORTH OF THE CENTERLINE
 FR0244'OF THE WEST BOUND TRAFFIC LANES, 6.4 METERS (21 FT) NORTH OF STATION
 FR0244'VETA, 9.4 METERS (31 FT) SOUTH OF A FENCE.
 FR0244'THE MARK IS 7 METERS  N FROM A WITNESS POST.
 FR0244'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0243 ***********************************************************************
 FR0243  DESIGNATION -  VETA RM 2
 FR0243  PID         -  FR0243
 FR0243  STATE/COUNTY-  AZ/YAVAPAI
 FR0243  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0243
 FR0243                         *CURRENT SURVEY CONTROL
 FR0243  ___________________________________________________________________
 FR0243* NAD 83(1986)-  35 13 38.     (N)    112 34 21.     (W)     SCALED    
 FR0243* NAVD 88     -      1548.991  (meters)    5081.98   (feet)  ADJUSTED  
 FR0243  ___________________________________________________________________
 FR0243  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 FR0243  DYNAMIC HT  -        1546.968 (meters)    5075.34  (feet)  COMP
 FR0243  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 FR0243
 FR0243  VERT ORDER  -  FIRST     CLASS II
 FR0243
 FR0243.The horizontal coordinates were scaled from a topographic map and have
 FR0243.an estimated accuracy of +/- 6 seconds.
 FR0243
 FR0243.The orthometric height was determined by differential leveling
 FR0243.and adjusted in June 1991.
 FR0243
 FR0243.The geoid height was determined by GEOID03.
 FR0243
 FR0243.The dynamic height is computed by dividing the NAVD 88
 FR0243.geopotential number by the normal gravity value computed on the
 FR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0243.degrees latitude (g = 980.6199 gals.).
 FR0243
 FR0243.The modeled gravity was interpolated from observed gravity values.
 FR0243
 FR0243;                    North         East    Units  Estimated Accuracy
 FR0243;SPC AZ C     -   468,980.      153,660.      MT  (+/- 180 meters Scaled)
 FR0243
 FR0243                          SUPERSEDED SURVEY CONTROL
 FR0243
 FR0243  NGVD 29 (??/??/92) 1548.120  (m)         5079.12   (f) ADJ UNCH    1 2
 FR0243
 FR0243.Superseded values are not recommended for survey control.
 FR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0243.See file dsdata.txt to determine how the superseded data were derived.
 FR0243
 FR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD568993(NAD 83)
 FR0243_MARKER: DR = REFERENCE MARK DISK
 FR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0243_STAMPING: VETA NO 2 1962
 FR0243_MARK LOGO: CGS   
 FR0243_PROJECTION: PROJECTING 10 CENTIMETERS
 FR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0243+STABILITY: SURFACE MOTION
 FR0243
 FR0243  HISTORY     - Date     Condition        Report By
 FR0243  HISTORY     - 1962     MONUMENTED       CGS
 FR0243  HISTORY     - 1982     GOOD             NGS
 FR0243
 FR0243                          STATION DESCRIPTION
 FR0243
 FR0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0243'5.05 MI W FROM ASH FORK.
 FR0243'5.05 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA, AND
 FR0243'SANTA FE RAILWAY STATION AT ASH FORK, 22.5 FEET WEST OF TRAVERSE
 FR0243'STATION VETA, 2.8 FEET NORTH OF A FENCE, 42 FEET NORTH OF THE CENTER
 FR0243'LINE OF U.S. HIGHWAY 66, 22.5 FEET WEST OF A METAL WITNESS POST, AND
 FR0243'IS ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IS SET IN THE TOP
 FR0243'OF A CONCRETE POST PROJECTING 4 INCHES.
 FR0243
 FR0243                          STATION RECOVERY (1982)
 FR0243
 FR0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0243'8.8 KM (5.5 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0243'US HIGHWAY 89 IN ASH FORK, ON TOP OF A SMALL KNOLL BETWEEN THE HIGHWAY
 FR0243'AND AN OLD RAILROAD GRADE, 15.3 METERS (50 FT) NORTH OF THE CENTERLINE
 FR0243'OF THE WEST BOUND TRAFFIC LANES, 6.7 METERS (22 FT) WEST OF STATION
 FR0243'VETA, 9.5 METERS (31 FT) SOUTHWEST OF VETA RM 1.
 FR0243'THE MARK IS 7 METERS  W FROM A WITNESS POST.
 FR0243'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2262 ***********************************************************************
 DU2262  DESIGNATION -  VIA
 DU2262  PID         -  DU2262
 DU2262  STATE/COUNTY-  AZ/MARICOPA
 DU2262  USGS QUAD   -  PARADISE VALLEY (1982)
 DU2262
 DU2262                         *CURRENT SURVEY CONTROL
 DU2262  ___________________________________________________________________
 DU2262* NAD 83(2007)-  33 33 57.07700(N)    111 53 29.50444(W)     ADJUSTED  
 DU2262* NAVD 88     -       407.3    (meters)    1336.     (feet)  VERTCON   
 DU2262  ___________________________________________________________________
 DU2262  EPOCH DATE  -        2007.00
 DU2262  X           -  -1,983,695.546 (meters)                     COMP
 DU2262  Y           -  -4,936,706.580 (meters)                     COMP
 DU2262  Z           -   3,506,631.853 (meters)                     COMP
 DU2262  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DU2262  ELLIP HEIGHT-         378.022 (meters)          (02/10/07) ADJUSTED
 DU2262  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DU2262
 DU2262  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2262  Type    PID    Designation                      North   East  Ellip
 DU2262  -------------------------------------------------------------------
 DU2262  NETWORK DU2262 VIA                               3.39   2.57   6.37
 DU2262  -------------------------------------------------------------------
 DU2262
 DU2262.The horizontal coordinates were established by GPS observations
 DU2262.and adjusted by the National Geodetic Survey in February 2007.
 DU2262
 DU2262.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2262.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2262.The horizontal coordinates are valid at the epoch date displayed above.
 DU2262.The epoch date for horizontal control is a decimal equivalence
 DU2262.of Year/Month/Day.
 DU2262
 DU2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2262
 DU2262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2262
 DU2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2262
 DU2262.The ellipsoidal height was determined by GPS observations
 DU2262.and is referenced to NAD 83.
 DU2262
 DU2262.The geoid height was determined by GEOID03.
 DU2262
 DU2262;                    North         East     Units Scale Factor Converg.
 DU2262;SPC AZ C     -   284,504.217   215,693.851   MT  0.99990007   +0 00 50.0
 DU2262;SPC AZ C     -   933,412.79    707,656.99   iFT  0.99990007   +0 00 50.0
 DU2262;UTM  12      - 3,714,376.473   417,251.445   MT  0.99968442   -0 29 34.6
 DU2262
 DU2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2262!SPC AZ C     -   0.99994066  x   0.99990007  =   0.99984073
 DU2262!UTM  12      -   0.99994066  x   0.99968442  =   0.99962510
 DU2262
 DU2262                          SUPERSEDED SURVEY CONTROL
 DU2262
 DU2262  ELLIP H (06/11/02)  378.061  (m)                       GP(       ) 4 2
 DU2262  NAD 83(1992)-  33 33 57.07554(N)    111 53 29.50337(W) AD(       ) 1
 DU2262  ELLIP H (08/23/93)  378.152  (m)                       GP(       ) 4 2
 DU2262  NAD 83(1986)-  33 33 57.06975(N)    111 53 29.50865(W) AD(       ) 1
 DU2262  NGVD 29 (09/11/89)  406.8    (m)         1335.     (f) GPS OBS     3  
 DU2262
 DU2262.Superseded values are not recommended for survey control.
 DU2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2262.See file dsdata.txt to determine how the superseded data were derived.
 DU2262
 DU2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1725114376(NAD 83)
 DU2262_MARKER: I = METAL ROD
 DU2262_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DU2262_SP_SET: OBJECT DRIVEN INTO GROUND
 DU2262_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2262+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2262
 DU2262  HISTORY     - Date     Condition        Report By
 DU2262  HISTORY     - 1986     MONUMENTED       AZDT
 DU2262  HISTORY     - 20020515 MARK NOT FOUND   USPSQD
 DU2262  HISTORY     - 20061006 MARK NOT FOUND   GEOCAC
 DU2262
 DU2262                          STATION DESCRIPTION
 DU2262
 DU2262'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2262'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) NORTH-NORTHEAST OF
 DU2262'SCOTTSDALE, ARIZONA.
 DU2262'
 DU2262'TO REACH THE STATION FROM THE INTERSECTION OF EAST MCDOWELL ROAD
 DU2262'AND PIMA ROAD, GO NORTH ON PIMA ROAD FOR 9.65 KM (5.95 MI) TO THE
 DU2262'INTERSECTION OF PIMA ROAD AND VIA DEVENTURA, CONTINUE NORTH ON
 DU2262'PIMA ROAD FOR 1.46 KM (0.9 MI) TO THE STATION ON THE LEFT.  THE
 DU2262'STATION LIES 0.32 KM (0.2 MI) SOUTH OF THE INTERSECTION OF PIMA
 DU2262'ROAD AND VIA LINDA, ON THE NORTHEAST CURB CORNER OF A PAVED AND
 DU2262'LARGE ROCK MIX STREET DRAINAGE DITCH.
 DU2262'
 DU2262'THE STATION IS A 5/8 INCH REBAR WITH A PUNCH MARK IN A WHITE
 DU2262'PAINTED CIRCLE FLUSH WITH THE GROUND.  LOCATED
 DU2262'10.15 METERS (33.3 FT) WEST FROM THE CENTERLINE OF PIMA ROAD,
 DU2262'4.05 METERS (13.3 FT) WEST FROM THE WEST FACE OF THE CURB,
 DU2262'3.81 METERS (12.5 FT) EAST-SOUTHEAST FROM AN 8 INCH DIAMETER TREE.
 DU2262
 DU2262                          STATION RECOVERY (2002)
 DU2262
 DU2262'RECOVERY NOTE BY US POWER SQUADRON 2002 (BL)
 DU2262'MARK WAS IN AREA OF HWY CONSTRUCTION. PROBABLY DESTROYED.
 DU2262
 DU2262                          STATION RECOVERY (2006)
 DU2262
 DU2262'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2262'A BIKEWAY IS NOW UNDER CONSTRUCTION AT THIS SITE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1212 ***********************************************************************
 DV1212  DESIGNATION -  VICKSBURG
 DV1212  PID         -  DV1212
 DV1212  STATE/COUNTY-  AZ/MARICOPA
 DV1212  USGS QUAD   -  VICKSBURG (1990)
 DV1212
 DV1212                         *CURRENT SURVEY CONTROL
 DV1212  ___________________________________________________________________
 DV1212* NAD 83(1992)-  33 44 37.70909(N)    113 45 05.04787(W)     ADJUSTED  
 DV1212* NAVD 88     -       421.80   (+/-2cm)    1383.9    (feet)  VERTCON   
 DV1212  ___________________________________________________________________
 DV1212  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DV1212  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1212  HORZ ORDER  -  SECOND
 DV1212  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1212
 DV1212.The horizontal coordinates were established by classical geodetic methods
 DV1212.and adjusted by the National Geodetic Survey in August 1993.
 DV1212
 DV1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1212.The vertical order pertains to the NGVD 29 superseded value.
 DV1212
 DV1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1212
 DV1212.The geoid height was determined by GEOID03.
 DV1212
 DV1212;                    North         East     Units Scale Factor Converg.
 DV1212;SPC AZ C     -   305,752.156    43,356.978   MT  1.00025619   -1 01 09.9
 DV1212;SPC AZ C     - 1,003,123.87    142,247.30   iFT  1.00025619   -1 01 09.9
 DV1212;SPC AZ W     -   304,250.008   213,230.080   MT  0.99993333   -0 00 02.8
 DV1212;SPC AZ W     -   998,195.56    699,573.75   iFT  0.99993333   -0 00 02.8
 DV1212;UTM  12      - 3,737,151.573   245,115.929   MT  1.00040097   -1 31 45.0
 DV1212
 DV1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1212!SPC AZ C     -   0.99993865  x   1.00025619  =   1.00019482
 DV1212!SPC AZ W     -   0.99993865  x   0.99993333  =   0.99987198
 DV1212!UTM  12      -   0.99993865  x   1.00040097  =   1.00033959
 DV1212
 DV1212|---------------------------------------------------------------------|
 DV1212| PID    Reference Object                     Distance      Geod. Az  |
 DV1212|                                                           dddmmss.s |
 DV1212| DV1215 R 99                                100.373 METERS 05209     |
 DV1212| DV1213 VICKSBURG RM 1                       12.830 METERS 10111     |
 DV1212| DV1216 VICKSBURG AZ MK                                    1091554.5 |
 DV1212| DV1214 VICKSBURG RM 2                       14.672 METERS 20121     |
 DV1212|---------------------------------------------------------------------|
 DV1212
 DV1212                          SUPERSEDED SURVEY CONTROL
 DV1212
 DV1212  NAD 83(1986)-  33 44 37.70472(N)    113 45 05.05924(W) AD(       ) 2
 DV1212  NAD 27      -  33 44 37.59500(N)    113 45 02.29600(W) AD(       ) 2
 DV1212  NGVD 29 (??/??/92)  421.115  (m)         1381.61   (f) ADJ UNCH    1 2
 DV1212
 DV1212.Superseded values are not recommended for survey control.
 DV1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1212.See file dsdata.txt to determine how the superseded data were derived.
 DV1212
 DV1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4511637152(NAD 83)
 DV1212_MARKER: DS = TRIANGULATION STATION DISK
 DV1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1212_STAMPING: VICKSBURG 1948
 DV1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1212+STABILITY: SURFACE MOTION
 DV1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1212+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1212
 DV1212  HISTORY     - Date     Condition        Report By
 DV1212  HISTORY     - 1948     MONUMENTED       CGS
 DV1212  HISTORY     - 1948     GOOD             CGS
 DV1212  HISTORY     - 1967     GOOD             AMS
 DV1212  HISTORY     - 1985     GOOD             AZDT
 DV1212  HISTORY     - 20071019 GOOD             GEOCAC
 DV1212
 DV1212                          STATION DESCRIPTION
 DV1212
 DV1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1212'STATION LOCATED IN THE SCHOOL YARD AT VICKSBURG, 28-1/2
 DV1212'PACES NORTHWEST OF THE FLAG POLE, 16 PACES SOUTHWEST OF CENTER
 DV1212'LINE OF STATE ROUTE 72, 2-1/2 PACES WEST OF WHITE WITNESS
 DV1212'POST, SET FLUSH WITH GROUND, AND STAMPED, VICKSBURG 1948.
 DV1212'
 DV1212'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1212'STATION, 18 INCHES SOUTHWEST OF FENCE LINE FRONTING SCHOOL
 DV1212'HOUSE, SET FLUSH WITH GROUND, AND STAMPED, VICKSBURG NO 1 1948.
 DV1212'
 DV1212'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1212'STATION MARK, SET FLUSH WITH GROUND, AND STAMPED, VICKSBURG
 DV1212'NO 2 1948.
 DV1212'
 DV1212'AZIMUTH MARK IS 15 PACES SOUTHWEST OF CENTER LINE OF STATE
 DV1212'ROUTE 72, 3 FEET WEST OF WHITE WITNESS POST, PROJECTS 4 INCHES,
 DV1212'AND STAMPED, VICKSBURG 1948.
 DV1212'
 DV1212'TO REACH FROM POST OFFICE AND SERVICE STATION IN VICKSBURG,
 DV1212'GO SOUTHEASTERLY ON STATE ROUTE 72 FOR 0.1 MILE TO MARK ON
 DV1212'RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV1212'
 DV1212'TO REACH AZIMUTH MARK FROM STATION, CONTINUE SOUTHEASTERLY
 DV1212'ON STATE ROUTE 72 FOR 0.3 MILE TO MARK ON RIGHT AS DESCRIBED
 DV1212'ABOVE.
 DV1212
 DV1212                          STATION RECOVERY (1948)
 DV1212
 DV1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 DV1212'0.1 MI SE FROM VICKSBURG.
 DV1212'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1212'VICKSBURG, 102 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DV1212'SCHOOLHOUSE, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7.7
 DV1212'FEET SOUTH OF THE LAST POST ON THE NORTHWEST END OF THE FENCE FRONTING
 DV1212'THE SCHOOLHOUSE, ABOUT 1 FOOT BELOW THE SURFACE OF THE HIGHWAY, AND
 DV1212'8.2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF
 DV1212'A CONCRETE POST LEVEL WITH THE SURFACE OF THE GROUND.
 DV1212
 DV1212                          STATION RECOVERY (1967)
 DV1212
 DV1212'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JDM)
 DV1212'STATION RECOVERED IN GOOD CONDITION.  ALSO, R.M. 1 AND R.M. 2
 DV1212'RECOVERED IN GOOD CONDITION.
 DV1212'
 DV1212'AZ. MK. WAS NOT RECOVERED.
 DV1212
 DV1212                          STATION RECOVERY (1985)
 DV1212
 DV1212'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1212'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV1212'AND FOUND IN GOOD CONDITION.  DUE TO CHANGES IN THE VICINITY OF THE
 DV1212'STATION ADDITIONAL RECOVERY INFORMATION FOLLOWS.
 DV1212'
 DV1212'THE STATION MARK IS SET FLUSH IN THE CENTER OF A TRACK ROAD.  IT IS 56
 DV1212'FEET SOUTHWEST OF THE CENTER LINE OF STATE ROUTE 72 AND 52 FEET EAST
 DV1212'OF A POWER POLE.
 DV1212'
 DV1212'REFERENCE MARK 1 IS 52 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 DV1212'ROUTE 72.
 DV1212'
 DV1212'REFERENCE MARK 2 IS 98 FEET SOUTH OF THE CENTER LINE OF STATE ROUTE 72
 DV1212'AND SET FLUSH IN THE CENTER OF A TRACK ROAD.
 DV1212'
 DV1212'THE AZIMUTH MARK IS 54.5 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 DV1212'ROUTE 72 AT MILE POST 47.1 AND 44 FEET NORTHEAST OF THE RIGHT OF WAY
 DV1212'FENCE LINE.
 DV1212'
 DV1212'TO REACH THE STATION FROM THE POST OFFICE IN SALOME TRAVEL WEST ALONG
 DV1212'U.S. HIGHWAY 60 FOR 6.9 MILES TO THE JUNCTION WITH STATE ROUTE 72 IN
 DV1212'HOPE.  TURN RIGHT AND TRAVEL NORTHWEST ALONG S.R. 72 FOR 2.85 MILES TO
 DV1212'THE AZMUTH MARK ON THE LEFT, CONTINUE AHEAD 0.3 MILE TO THE STATION ON
 DV1212'THE LEFT AT MILE POST 46.8.
 DV1212
 DV1212                          STATION RECOVERY (2007)
 DV1212
 DV1212'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1212'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1212'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION -
 DV1212'THE STATION IS LOCATED IN LA PAZ COUNTY,
 DV1212'THE STATION MARK IS LOCATED 4.0 FEET NORTHWEST OF A WOODEN PLANTER FOR
 DV1212'VICKSBURG TRADERS AND 4.0 FEET INSIDE A GRADED ROAD, REFERENCE MARK 1
 DV1212'IS LOCATED 16.3 FEET WEST OF THE NORTH SUPPORT FOR THE SIGN FOR
 DV1212'VICKSBURG TRADERS IN THE HARD PACK DIRT PARKING AREA, AND REFERENCE
 DV1212'MARK 2 IS LOCATED 6.0 FEET NORTHWEST OF THE NORTHWEST METAL FENCE
 DV1212'CORNER FOR VICKSBURG TRADERS INSIDE A GRADED ROAD,
 DV1212'THE WITNESS POST WAS NOT FOUND. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DV1212' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1216 ***********************************************************************
 DV1216  DESIGNATION -  VICKSBURG AZ MK
 DV1216  PID         -  DV1216
 DV1216  STATE/COUNTY-  AZ/LA PAZ
 DV1216  USGS QUAD   -  HOPE (1990)
 DV1216
 DV1216                         *CURRENT SURVEY CONTROL
 DV1216  ___________________________________________________________________
 DV1216* NAD 83(1986)-  33 44 32.     (N)    113 44 47.     (W)     SCALED    
 DV1216* NAVD 88     -       423.13   (+/-2cm)    1388.2    (feet)  VERTCON   
 DV1216  ___________________________________________________________________
 DV1216  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1216  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1216
 DV1216.The horizontal coordinates were scaled from a topographic map and have
 DV1216.an estimated accuracy of +/- 6 seconds.
 DV1216
 DV1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1216.The vertical order pertains to the NGVD 29 superseded value.
 DV1216
 DV1216.The geoid height was determined by GEOID03.
 DV1216
 DV1216;                    North         East    Units  Estimated Accuracy
 DV1216;SPC AZ W     -   304,070.      213,700.      MT  (+/- 180 meters Scaled)
 DV1216
 DV1216                          SUPERSEDED SURVEY CONTROL
 DV1216
 DV1216  NGVD 29 (??/??/92)  422.448  (m)         1385.98   (f) ADJ UNCH    1 2
 DV1216
 DV1216.Superseded values are not recommended for survey control.
 DV1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1216.See file dsdata.txt to determine how the superseded data were derived.
 DV1216
 DV1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC455369(NAD 83)
 DV1216_MARKER: DZ = AZIMUTH MARK DISK
 DV1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1216_STAMPING: VICKSBURG 1948
 DV1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1216+STABILITY: SURFACE MOTION
 DV1216
 DV1216  HISTORY     - Date     Condition        Report By
 DV1216  HISTORY     - 1948     MONUMENTED       CGS
 DV1216
 DV1216                          STATION DESCRIPTION
 DV1216
 DV1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1216'0.4 MI SE FROM VICKSBURG.
 DV1216'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1216'VICKSBURG, 0.3 MILE SOUTHEAST OF THE SCHOOLHOUSE AT VICKSBURG, 56 FEET
 DV1216'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 DV1216'SURFACE OF THE HIGHWAY, AND 2.3 FEET SOUTHWEST OF A WHITE WOODEN
 DV1216'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 DV1216'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1213 ***********************************************************************
 DV1213  DESIGNATION -  VICKSBURG RM 1
 DV1213  PID         -  DV1213
 DV1213  STATE/COUNTY-  AZ/LA PAZ
 DV1213  USGS QUAD   -  VICKSBURG (1990)
 DV1213
 DV1213                         *CURRENT SURVEY CONTROL
 DV1213  ___________________________________________________________________
 DV1213* NAD 83(1992)-  33 44 37.62827(N)    113 45 04.55890(W)     NO CHECK  
 DV1213* NAVD 88     -       421.98   (+/-2cm)    1384.4    (feet)  VERTCON   
 DV1213  ___________________________________________________________________
 DV1213  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DV1213  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1213  HORZ ORDER  -  SECOND
 DV1213  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1213
 DV1213.The horizontal coordinates were established by classical geodetic methods
 DV1213.and adjusted by the National Geodetic Survey in August 1993.
 DV1213.No horizontal observational check was made to the station.
 DV1213
 DV1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1213.The vertical order pertains to the NGVD 29 superseded value.
 DV1213
 DV1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1213
 DV1213.The geoid height was determined by GEOID03.
 DV1213
 DV1213;                    North         East     Units Scale Factor Converg.
 DV1213;SPC AZ W     -   304,247.518   213,242.665   MT  0.99993333   -0 00 02.5
 DV1213;SPC AZ W     -   998,187.40    699,615.04   iFT  0.99993333   -0 00 02.5
 DV1213;SPC AZ C     -   305,749.442    43,369.520   MT  1.00025614   -1 01 09.6
 DV1213;SPC AZ C     - 1,003,114.97    142,288.45   iFT  1.00025614   -1 01 09.6
 DV1213;UTM  12      - 3,737,148.746   245,128.449   MT  1.00040090   -1 31 44.8
 DV1213
 DV1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1213!SPC AZ W     -   0.99993862  x   0.99993333  =   0.99987195
 DV1213!SPC AZ C     -   0.99993862  x   1.00025614  =   1.00019474
 DV1213!UTM  12      -   0.99993862  x   1.00040090  =   1.00033950
 DV1213
 DV1213                          SUPERSEDED SURVEY CONTROL
 DV1213
 DV1213  NAD 83(1986)-  33 44 37.62390(N)    113 45 04.57025(W) AD(       ) 2
 DV1213  NGVD 29 (??/??/92)  421.293  (m)         1382.19   (f) ADJ UNCH    1 2
 DV1213
 DV1213.Superseded values are not recommended for survey control.
 DV1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1213.See file dsdata.txt to determine how the superseded data were derived.
 DV1213
 DV1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4512837149(NAD 83)
 DV1213_MARKER: DR = REFERENCE MARK DISK
 DV1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1213_STAMPING: VICKSBURG NO.1 1948
 DV1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1213+STABILITY: SURFACE MOTION
 DV1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1213+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1213
 DV1213  HISTORY     - Date     Condition        Report By
 DV1213  HISTORY     - 1948     MONUMENTED       CGS
 DV1213  HISTORY     - 20071019 GOOD             GEOCAC
 DV1213
 DV1213                          STATION DESCRIPTION
 DV1213
 DV1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1213'0.1 MI SE FROM VICKSBURG.
 DV1213'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1213'VICKSBURG, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42
 DV1213'FEET EAST OF THE STATION, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 DV1213'ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.  SET IN THE TOP OF A
 DV1213'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DV1213
 DV1213                          STATION RECOVERY (2007)
 DV1213
 DV1213'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1213'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV1213'THE DESCRIPTION - THERE IS NO RIGHT OF WAY FENCE IN THE AREA, AND THE
 DV1213'WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1214 ***********************************************************************
 DV1214  DESIGNATION -  VICKSBURG RM 2
 DV1214  PID         -  DV1214
 DV1214  STATE/COUNTY-  AZ/LA PAZ
 DV1214  USGS QUAD   -  VICKSBURG (1990)
 DV1214
 DV1214                         *CURRENT SURVEY CONTROL
 DV1214  ___________________________________________________________________
 DV1214* NAD 83(1992)-  33 44 37.26558(N)    113 45 05.25546(W)     NO CHECK  
 DV1214* NAVD 88     -       421.45   (+/-2cm)    1382.7    (feet)  VERTCON   
 DV1214  ___________________________________________________________________
 DV1214  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 DV1214  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1214  HORZ ORDER  -  SECOND
 DV1214  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1214
 DV1214.The horizontal coordinates were established by classical geodetic methods
 DV1214.and adjusted by the National Geodetic Survey in August 1993.
 DV1214.No horizontal observational check was made to the station.
 DV1214
 DV1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1214.The vertical order pertains to the NGVD 29 superseded value.
 DV1214
 DV1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1214
 DV1214.The geoid height was determined by GEOID03.
 DV1214
 DV1214;                    North         East     Units Scale Factor Converg.
 DV1214;SPC AZ W     -   304,236.344   213,224.737   MT  0.99993333   -0 00 02.9
 DV1214;SPC AZ W     -   998,150.73    699,556.22   iFT  0.99993333   -0 00 02.9
 DV1214;SPC AZ C     -   305,738.585    43,351.391   MT  1.00025622   -1 01 10.0
 DV1214;SPC AZ C     - 1,003,079.35    142,228.97   iFT  1.00025622   -1 01 10.0
 DV1214;UTM  12      - 3,737,138.050   245,110.221   MT  1.00040101   -1 31 45.1
 DV1214
 DV1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1214!SPC AZ W     -   0.99993870  x   0.99993333  =   0.99987204
 DV1214!SPC AZ C     -   0.99993870  x   1.00025622  =   1.00019491
 DV1214!UTM  12      -   0.99993870  x   1.00040101  =   1.00033969
 DV1214
 DV1214                          SUPERSEDED SURVEY CONTROL
 DV1214
 DV1214  NAD 83(1986)-  33 44 37.26119(N)    113 45 05.26685(W) AD(       ) 2
 DV1214  NGVD 29 (??/??/92)  420.763  (m)         1380.45   (f) ADJ UNCH    1 2
 DV1214
 DV1214.Superseded values are not recommended for survey control.
 DV1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1214.See file dsdata.txt to determine how the superseded data were derived.
 DV1214
 DV1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC4511037138(NAD 83)
 DV1214_MARKER: DR = REFERENCE MARK DISK
 DV1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1214_STAMPING: VICKSBURG NO.2 1948
 DV1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1214+STABILITY: SURFACE MOTION
 DV1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1214+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DV1214
 DV1214  HISTORY     - Date     Condition        Report By
 DV1214  HISTORY     - 1948     MONUMENTED       CGS
 DV1214  HISTORY     - 20071019 GOOD             GEOCAC
 DV1214
 DV1214                          STATION DESCRIPTION
 DV1214
 DV1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1214'0.1 MI SE FROM VICKSBURG.
 DV1214'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 DV1214'VICKSBURG, ABOUT 35 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DV1214'47.3 FEET SOUTHWEST OF THE STATION, AND ABOUT 1 FOOT BELOW THE SURFACE
 DV1214'OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DV1214'SURFACE OF THE GROUND.
 DV1214
 DV1214                          STATION RECOVERY (2007)
 DV1214
 DV1214'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0548 ***********************************************************************
 ES0548  DESIGNATION -  VIEW
 ES0548  PID         -  ES0548
 ES0548  STATE/COUNTY-  AZ/YAVAPAI
 ES0548  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0548
 ES0548                         *CURRENT SURVEY CONTROL
 ES0548  ___________________________________________________________________
 ES0548* NAD 83(1992)-  34 47 33.44362(N)    111 35 30.75016(W)     ADJUSTED  
 ES0548* NAVD 88     -      1939.447  (meters)    6363.00   (feet)  ADJUSTED  
 ES0548  ___________________________________________________________________
 ES0548  LAPLACE CORR-           8.46  (seconds)                    DEFLEC99
 ES0548  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0548  DYNAMIC HT  -        1936.745 (meters)    6354.14  (feet)  COMP
 ES0548  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 ES0548
 ES0548  HORZ ORDER  -  SECOND
 ES0548  VERT ORDER  -  SECOND    CLASS 0
 ES0548
 ES0548.The horizontal coordinates were established by classical geodetic methods
 ES0548.and adjusted by the National Geodetic Survey in August 1993.
 ES0548
 ES0548.The orthometric height was determined by differential leveling
 ES0548.and adjusted in June 1991.
 ES0548
 ES0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0548
 ES0548.The geoid height was determined by GEOID03.
 ES0548
 ES0548.The dynamic height is computed by dividing the NAVD 88
 ES0548.geopotential number by the normal gravity value computed on the
 ES0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0548.degrees latitude (g = 980.6199 gals.).
 ES0548
 ES0548.The modeled gravity was interpolated from observed gravity values.
 ES0548
 ES0548;                    North         East     Units Scale Factor Converg.
 ES0548;SPC AZ C     -   420,618.481   243,081.325   MT  0.99991088   +0 11 07.2
 ES0548;SPC AZ C     - 1,379,981.89    797,510.91   iFT  0.99991088   +0 11 07.2
 ES0548;UTM  12      - 3,850,205.746   445,854.177   MT  0.99963613   -0 20 15.9
 ES0548
 ES0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0548!SPC AZ C     -   0.99969940  x   0.99991088  =   0.99961031
 ES0548!UTM  12      -   0.99969940  x   0.99963613  =   0.99933564
 ES0548
 ES0548|---------------------------------------------------------------------|
 ES0548| PID    Reference Object                     Distance      Geod. Az  |
 ES0548|                                                           dddmmss.s |
 ES0548| ES0547 VIEW RM 1                             5.872 METERS 15201     |
 ES0548| ES0551 RAT                                 APPROX. 3.9 KM 2425309.5 |
 ES0548| CH4483 VIEW RM 2                             5.764 METERS 26755     |
 ES0548|---------------------------------------------------------------------|
 ES0548
 ES0548                          SUPERSEDED SURVEY CONTROL
 ES0548
 ES0548  NAD 83(1986)-  34 47 33.43891(N)    111 35 30.74721(W) AD(       ) 2
 ES0548  NAD 27      -  34 47 33.37400(N)    111 35 28.20100(W) AD(       ) 2
 ES0548  NGVD 29 (??/??/92) 1938.538  (m)         6360.02   (f) ADJ UNCH    2 0
 ES0548
 ES0548.Superseded values are not recommended for survey control.
 ES0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0548.See file dsdata.txt to determine how the superseded data were derived.
 ES0548
 ES0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4585450206(NAD 83)
 ES0548_MARKER: DS = TRIANGULATION STATION DISK
 ES0548_SETTING: 80 = SET IN A BOULDER
 ES0548_SP_SET: BOULDER
 ES0548_STAMPING: VIEW 1959
 ES0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0548+STABILITY: SURFACE MOTION
 ES0548
 ES0548  HISTORY     - Date     Condition        Report By
 ES0548  HISTORY     - 1959     MONUMENTED       CGS
 ES0548  HISTORY     - 1959     GOOD             CGS
 ES0548  HISTORY     - 1968     GOOD             AMS
 ES0548
 ES0548                          STATION DESCRIPTION
 ES0548
 ES0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0548'THE STATION IS AT THE HEAD OF A LARGE HORSESHOE CURVE IN
 ES0548'INTERSTATE HIGHWAY 17, ON A LOW, BRUSH COVERED HILL, ABOUT 28
 ES0548'MILES SOUTH OF FLAGSTAFF, 11 MILES SOUTHEAST OF SEDONA, 1
 ES0548'MILE SOUTH OF THE YAVAPAI-COCONINO COUNTY LINE AND 0.1 MILE
 ES0548'WEST OF INTERSTATE HIGHWAY 17.
 ES0548'
 ES0548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 ES0548'89A NEAR THE WEST SIDE FLAGSTAFF, GO SOUTH ON U.S. HIGHWAY 89A
 ES0548'FOR 4.7 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO EAST 0.9
 ES0548'MILE TO INTERSTATE HIGHWAY 17.  TURN RIGHT FOLLOWING THE
 ES0548'HIGHWAY SOUTH 28.6 MILES TO A ROCK SLIDE AT THE HEAD OF THE
 ES0548'HORSESHOE CURVE AND THE END OF TRUCK TRAVEL.  PACK WEST UP HILL
 ES0548'FROM THE HIGHWAY 0.1 MILE TO THE STATION.  A 10 MINUTE PACK
 ES0548'WITH A LOAD.
 ES0548'
 ES0548'THE STATION IS A STANDARD DISK, STAMPED VIEW 1959, CEMENTED
 ES0548'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES.
 ES0548'
 ES0548'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VIEW NO 1 1959,
 ES0548'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES.
 ES0548'
 ES0548'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VIEW NO 2 1959,
 ES0548'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
 ES0548'
 ES0548'TRIANGULATION STATION RAT CAN BE USED FOR AN AZIMUTH MARK, SEE
 ES0548'THE DESCRIPTION THEREOF.
 ES0548
 ES0548                          STATION RECOVERY (1959)
 ES0548
 ES0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0548'11.0 MI SE FROM SEDONA.
 ES0548'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0548'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0548'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0548'HIGHWAY 17, THENCE 28.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO A
 ES0548'ROCK SLIDE AT THE HEAD OF A HORSESHOE CURVE, ABOUT 1.0 MILE SOUTH OF
 ES0548'THE YAVAPAI-COCONINO COUNTY LINE, THENCE 0.1 MILE WEST TO THE TOP OF
 ES0548'THE CUT AND SMALL HILL, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 ES0548'PROJECTS 8 INCHES.
 ES0548
 ES0548                          STATION RECOVERY (1968)
 ES0548
 ES0548'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (CGC)
 ES0548'STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 ES0548'IN GOOD CONDITION, DESCRIPTION IS ADEQUATE.
 ES0548'
 ES0548'NOTE--RAT USC AND GS 1959 (AZ. MK.) WAS RECOVERED IN GOOD
 ES0548'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1258 ***********************************************************************
 DB1258  DESIGNATION -  VIEW
 DB1258  PID         -  DB1258
 DB1258  STATE/COUNTY-  AZ/YUMA
 DB1258  USGS QUAD   -  LIGURTA (1965)
 DB1258
 DB1258                         *CURRENT SURVEY CONTROL
 DB1258  ___________________________________________________________________
 DB1258* NAD 83(1992)-  32 39 37.73910(N)    114 20 11.55047(W)     ADJUSTED  
 DB1258* NAVD 88     -       247.6    (meters)     812.     (feet)  VERTCON   
 DB1258  ___________________________________________________________________
 DB1258  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DB1258  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DB1258  HORZ ORDER  -  SECOND
 DB1258
 DB1258.The horizontal coordinates were established by classical geodetic methods
 DB1258.and adjusted by the National Geodetic Survey in August 1993.
 DB1258
 DB1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1258
 DB1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1258
 DB1258.The geoid height was determined by GEOID03.
 DB1258
 DB1258;                    North         East     Units Scale Factor Converg.
 DB1258;SPC AZ W     -   184,260.512   158,340.072   MT  0.99997065   -0 18 59.5
 DB1258;SPC AZ W     -   604,529.24    519,488.43   iFT  0.99997065   -0 18 59.5
 DB1258;UTM  11      - 3,616,783.739   749,795.588   MT  1.00036949   +1 26 17.2
 DB1258
 DB1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1258!SPC AZ W     -   0.99996638  x   0.99997065  =   0.99993703
 DB1258!UTM  11      -   0.99996638  x   1.00036949  =   1.00033586
 DB1258
 DB1258|---------------------------------------------------------------------|
 DB1258| PID    Reference Object                     Distance      Geod. Az  |
 DB1258|                                                           dddmmss.s |
 DB1258| DB1257 PYC                                  82.600 METERS 01632     |
 DB1258| DB0180 B 353                                              0885429.2 |
 DB1258| CF1690 VIEW RM 1                            10.990 METERS 13638     |
 DB1258| CF1691 VIEW RM 2                             9.659 METERS 21315     |
 DB1258|---------------------------------------------------------------------|
 DB1258
 DB1258                          SUPERSEDED SURVEY CONTROL
 DB1258
 DB1258  NAD 83(1986)-  32 39 37.74280(N)    114 20 11.55966(W) AD(       ) 2
 DB1258  NAD 27      -  32 39 37.57400(N)    114 20 08.76420(W) AD(       ) 2
 DB1258  NGVD 29 (07/19/86)  246.9    (m)          810.     (f) VERT ANG    3  
 DB1258
 DB1258.Superseded values are not recommended for survey control.
 DB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1258.See file dsdata.txt to determine how the superseded data were derived.
 DB1258
 DB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS4979616784(NAD 83)
 DB1258_MARKER: DE = TRAVERSE STATION DISK
 DB1258_SETTING: 66 = SET IN ROCK OUTCROP
 DB1258_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DB1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1258
 DB1258  HISTORY     - Date     Condition        Report By
 DB1258  HISTORY     - 1960     MONUMENTED       CGS
 DB1258  HISTORY     - 1981     GOOD             NGS
 DB1258
 DB1258                          STATION DESCRIPTION
 DB1258
 DB1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1258'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF LIGURTA, 0.6
 DB1258'MILE WEST OF THE SUMMIT OF TELEGRAPH PASS, ON THE HIGHEST
 DB1258'POINT OF A SPUR RIDGE OF A MAIN EAST-WEST RIDGE, ABOUT 200 FEET
 DB1258'SOUTHWEST OF A SET OF THREE POWER POLES AND ABOUT MIDWAY
 DB1258'BETWEEN THE MAIN POWER LINE AND A BRANCH POWER LINE.  THE
 DB1258'POINT ON WHICH THE STATION WAS ESTABLISHED IS THE SOUTHERN
 DB1258'MOST ONE OF THE SPUR RIDGE.
 DB1258'
 DB1258'TO REACH FROM LIGURTA GO WESTERLY ON U.S. HIGHWAY 80 FOR 2.35
 DB1258'MILES TO THE SUMMIT OF TELEGRAPH PASS.  THE AZIMUTH MARK,
 DB1258'BENCH MARK B 353, IS AT THE SUMMIT ON THE NORTH SIDE OF THE
 DB1258'HIGHWAY.  CONTINUE WEST ON THE HIGHWAY FOR 0.45 MILE TO THE WEST
 DB1258'END OF THE GUARD RAIL ON THE NORTH SIDE OF THE HIGHWAY.  TURN
 DB1258'SHAR RIGHT AROUND THE WEST END OF THE GUARD RAIL, THENCE
 DB1258'NORTHWEST UP THE EAST SLOPE OF A RIDGE ON POWER LINE ROAD FOR
 DB1258'0.1 MILE TO A SADDLE.  PASS THRU SADDLE AND GO SOUTHWEST DOWN
 DB1258'INTO DRAW FOR 0.1 MILE TO A ROAD LEADING UP THE CREST OF A
 DB1258'RIDGE, THENCE WEST UP THE CREST OF THE RIDGE TO THE
 DB1258'HIGHEST POINT AND THE STATION, A DISTANCE OF ABOUT 250 FEET
 DB1258'FROM THE BOTTOM OF THE DRAW.
 DB1258'
 DB1258'THE STATION MARK, STAMPED VIEW 1960, IS A STANDARD TRAVERSE
 DB1258'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DB1258'GROUND.
 DB1258'
 DB1258'REFERENCE MARK NO. 1, STAMPED VIEW NO 1 1960, IS A STANDARD
 DB1258'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DB1258'GROUND AND ABOUT 2 FEET LOWER THAN THE STATION.
 DB1258'
 DB1258'REFERENCE MARK NO. 2, STAMPED VIEW NO 2 1960, IS A STANDARD
 DB1258'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 DB1258'AND ABOUT 4 FEET LOWER THAN THE STATION.
 DB1258'
 DB1258'THE BENCH MARK (AZIMUTH), STAMPED B 353 1960, IS A STANDARD
 DB1258'DISK SET IN A DRILL HOLE IN A CONCRETE FOUNDATION WHICH WAS
 DB1258'ORIGINALY USED TO SUPPORT A YARD LIGHT AT A SERVICE STATION
 DB1258'(ABANDONED) AT THE SUMMIT OF TELEGRAPH PASS, 100 FEET NORTHWEST
 DB1258'OF HIGHWAY MILE POLE 22 AND 75 FEET NORTH OF THE CENTERLINE
 DB1258'OF U.S. HIGHWAY 80.
 DB1258'
 DB1258'4-WHEEL DRIVE
 DB1258
 DB1258                          STATION RECOVERY (1981)
 DB1258
 DB1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1258'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0628 ***********************************************************************
 FQ0628  DESIGNATION -  VIEW
 FQ0628  PID         -  FQ0628
 FQ0628  STATE/COUNTY-  AZ/COCONINO
 FQ0628  USGS QUAD   -  WHITE HORSE HILLS (1974)
 FQ0628
 FQ0628                         *CURRENT SURVEY CONTROL
 FQ0628  ___________________________________________________________________
 FQ0628* NAD 83(1992)-  35 26 09.37907(N)    111 44 09.50605(W)     ADJUSTED  
 FQ0628* NAVD 88     -      2665.3    (meters)    8744.     (feet)  VERTCON   
 FQ0628  ___________________________________________________________________
 FQ0628  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 FQ0628  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 FQ0628  HORZ ORDER  -  SECOND
 FQ0628
 FQ0628.The horizontal coordinates were established by classical geodetic methods
 FQ0628.and adjusted by the National Geodetic Survey in August 1993.
 FQ0628
 FQ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0628
 FQ0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0628
 FQ0628.The geoid height was determined by GEOID03.
 FQ0628
 FQ0628;                    North         East     Units Scale Factor Converg.
 FQ0628;SPC AZ C     -   491,949.404   229,765.519   MT  0.99990332   +0 06 17.2
 FQ0628;SPC AZ C     - 1,614,007.23    753,823.88   iFT  0.99990332   +0 06 17.2
 FQ0628;UTM  12      - 3,921,637.504   433,198.684   MT  0.99965499   -0 25 36.2
 FQ0628
 FQ0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0628!SPC AZ C     -   0.99958540  x   0.99990332  =   0.99948876
 FQ0628!UTM  12      -   0.99958540  x   0.99965499  =   0.99924054
 FQ0628
 FQ0628|---------------------------------------------------------------------|
 FQ0628| PID    Reference Object                     Distance      Geod. Az  |
 FQ0628|                                                           dddmmss.s |
 FQ0628| CH4484 VIEW RM 1                            11.397 METERS 16818     |
 FQ0628| FQ0626 FERN                                APPROX. 9.6 KM 1813744.1 |
 FQ0628| CH4485 VIEW RM 2                            10.837 METERS 35029     |
 FQ0628|---------------------------------------------------------------------|
 FQ0628
 FQ0628                          SUPERSEDED SURVEY CONTROL
 FQ0628
 FQ0628  NAD 83(1986)-  35 26 09.37654(N)    111 44 09.50094(W) AD(       ) 2
 FQ0628  NAD 27      -  35 26 09.37467(N)    111 44 06.93886(W) AD(       ) 2
 FQ0628  NGVD 29 (07/19/86) 2664.2    (m)         8741.     (f) VERT ANG    3  
 FQ0628
 FQ0628.Superseded values are not recommended for survey control.
 FQ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0628.See file dsdata.txt to determine how the superseded data were derived.
 FQ0628
 FQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE3319921638(NAD 83)
 FQ0628_MARKER: DD = SURVEY DISK
 FQ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FQ0628
 FQ0628  HISTORY     - Date     Condition        Report By
 FQ0628  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0628
 FQ0628                          STATION DESCRIPTION
 FQ0628
 FQ0628'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0628'THE STATION IS LOCATED ABOUT 17.25 MILES NORTHWEST OF FLAGSTAFF,
 FQ0628'EAST OF U.S. HWY. 180 ON SADDLE MT.
 FQ0628'
 FQ0628'THE STATION IS AN AZDT HIGHWAY DIVISION DISK STAMPED VIEW 1976
 FQ0628'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 FQ0628'ON THE LEFT SIDE OF A TRAIL LEADING TO SADDLE MT. AND IS MARKED
 FQ0628'WITH A WITNESS POST AND SIGN 3 FEET TO THE EAST SOUTHEAST.
 FQ0628'
 FQ0628'REFERENCE MARK 2 IS AN AZDT HIGHWAY DIVISION DISK STAMPED VIEW
 FQ0628'RM 2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0628'
 FQ0628'REFERENCE MARK 1 IS AN AZDT HIGHWAY DIVISION DISK STAMPED VIEW
 FQ0628'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 FQ0628'
 FQ0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 180 IN
 FQ0628'FLAGSTAFF, TRAVEL NORTH ON U.S. 180 THROUGH FORT VALLEY TO MILE
 FQ0628'POST 236.35 AND A T ROAD RIGHT (FOREST SERVICE TRAIL 514).  TURN
 FQ0628'RIGHT (EAST) AND GO 2.65 MILES TO ANOTHER FOREST SERVICE TRAIL,
 FQ0628'550, TURN LEFT AND CONTINUE NORTH FOR 1.86 MILES TO FOREST
 FQ0628'SERVICE TRAIL 550A, TURN LEFT AND CONTINUE UP EAST SLOPE OF
 FQ0628'SADDLE MT. FOR 2.44 MILES TO THE STATION ON THE LEFT MARKED WITH
 FQ0628'A WITNESS POST SIGN.
 FQ0628'
 FQ0628'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0486 ***********************************************************************
 ER0486  DESIGNATION -  VIEW
 ER0486  PID         -  ER0486
 ER0486  STATE/COUNTY-  AZ/APACHE
 ER0486  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0486
 ER0486                         *CURRENT SURVEY CONTROL
 ER0486  ___________________________________________________________________
 ER0486* NAD 83(1992)-  34 09 21.10603(N)    109 20 47.73626(W)     ADJUSTED  
 ER0486* NAVD 88     -      2221.6    (meters)    7289.     (feet)  VERTCON   
 ER0486  ___________________________________________________________________
 ER0486  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ER0486  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 ER0486  HORZ ORDER  -  SECOND
 ER0486
 ER0486.The horizontal coordinates were established by classical geodetic methods
 ER0486.and adjusted by the National Geodetic Survey in August 1993.
 ER0486
 ER0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0486
 ER0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0486
 ER0486.The geoid height was determined by GEOID03.
 ER0486
 ER0486;                    North         East     Units Scale Factor Converg.
 ER0486;SPC AZ E     -   350,244.853   288,977.038   MT  0.99997046   +0 27 37.6
 ER0486;SPC AZ E     - 1,149,097.29    948,087.40   iFT  0.99997046   +0 27 37.6
 ER0486;UTM  12      - 3,780,672.878   652,416.959   MT  0.99988637   +0 55 42.5
 ER0486
 ER0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0486!SPC AZ E     -   0.99965491  x   0.99997046  =   0.99962538
 ER0486!UTM  12      -   0.99965491  x   0.99988637  =   0.99954132
 ER0486
 ER0486|---------------------------------------------------------------------|
 ER0486| PID    Reference Object                     Distance      Geod. Az  |
 ER0486|                                                           dddmmss.s |
 ER0486| CD3794 VIEW RM 1                             6.583 METERS 18123     |
 ER0486| CD3795 VIEW RM 2                             8.639 METERS 28122     |
 ER0486| ER0487 NERO                                APPROX. 4.5 KM 3382640.1 |
 ER0486|---------------------------------------------------------------------|
 ER0486
 ER0486                          SUPERSEDED SURVEY CONTROL
 ER0486
 ER0486  NAD 83(1986)-  34 09 21.10441(N)    109 20 47.74259(W) AD(       ) 2
 ER0486  NAD 27      -  34 09 20.93829(N)    109 20 45.42622(W) AD(       ) 2
 ER0486  NGVD 29 (07/19/86) 2220.7    (m)         7286.     (f) VERT ANG    3  
 ER0486
 ER0486.Superseded values are not recommended for survey control.
 ER0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0486.See file dsdata.txt to determine how the superseded data were derived.
 ER0486
 ER0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC5241780673(NAD 83)
 ER0486_MARKER: DD = SURVEY DISK
 ER0486_SETTING: 80 = SET IN A BOULDER
 ER0486_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ER0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0486+STABILITY: SURFACE MOTION
 ER0486
 ER0486  HISTORY     - Date     Condition        Report By
 ER0486  HISTORY     - 1978     MONUMENTED       AZDT
 ER0486
 ER0486                          STATION DESCRIPTION
 ER0486
 ER0486'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0486'THE STATION IS ABOUT 4.5 MILES NORTHWEST OF SPRINGERVILLE AND 2.25
 ER0486'MILES SOUTH OF U.S. HWY. 60 ON A LOW CINDER HILL WITH A PROMINENT LAVA
 ER0486'OUTCROP ON THE NORTHWEST SIDE.
 ER0486'
 ER0486'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---VIEW 1978---
 ER0486'EPOXIED IN A DRILL HOLE IN ROCK.  STATION IS ON HIGHEST PART OF CINDER
 ER0486'HILL AND IS MARKED WITH A WITNESS POST AND SIGN 4.3 FEET TO NORTHWEST.
 ER0486'
 ER0486'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---VIEW RM 1
 ER0486'1978---EPOXIED TO A ROCK.
 ER0486'
 ER0486'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---VIEW RM 2
 ER0486'1978---AND IS EPOXIED TO A ROCK.
 ER0486'
 ER0486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 180-666 AND 60
 ER0486'5 MILES WEST OF SPRINGERVILLE, TRAVEL WEST ON HWY. 60 FOR 2.4 MILES
 ER0486'TO MILE POST 382.08 AND A WIRE GATE ON THE LEFT, GO THROUGH GATE AND
 ER0486'FOLLOW TRAIL FOR 0.6 MILE TO A WINDMILL AND CORRALS ON THE RIGHT,
 ER0486'CONTINUE ON MAIN TRAIL FOR 0.93 MILE TO A GATE, PASS THROUGH GATE AND
 ER0486'STAY ON MAIN TRAVELED TRAIL FOR 0.83 MILE TO A DIM TRACK TRAIL ON THE
 ER0486'LEFT, TURN LEFT AND FOLLOW TRACK TRAIL FOR 0.43 MILE TO SOUTH SIDE OF
 ER0486'CINDER HILL AND END OF TRUCK TRAVEL.  PACK UP HILL TO STATION, ABOUT
 ER0486'A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0950 ***********************************************************************
 ES0950  DESIGNATION -  VIEW
 ES0950  PID         -  ES0950
 ES0950  STATE/COUNTY-  AZ/COCONINO
 ES0950  USGS QUAD   -  WOODS CANYON (1990)
 ES0950
 ES0950                         *CURRENT SURVEY CONTROL
 ES0950  ___________________________________________________________________
 ES0950* NAD 83(1992)-  34 18 38.45675(N)    110 56 26.23883(W)     ADJUSTED  
 ES0950* NAVD 88     -      2323.1    (meters)    7622.     (feet)  VERTCON   
 ES0950  ___________________________________________________________________
 ES0950  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 ES0950  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0950  HORZ ORDER  -  SECOND
 ES0950
 ES0950.The horizontal coordinates were established by classical geodetic methods
 ES0950.and adjusted by the National Geodetic Survey in August 1993.
 ES0950
 ES0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0950
 ES0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0950
 ES0950.The geoid height was determined by GEOID03.
 ES0950
 ES0950;                    North         East     Units Scale Factor Converg.
 ES0950;SPC AZ C     -   367,544.252   303,194.694   MT  0.99999945   +0 33 00.8
 ES0950;SPC AZ C     - 1,205,853.85    994,733.25   iFT  0.99999945   +0 33 00.8
 ES0950;UTM  12      - 3,796,606.298   505,463.396   MT  0.99960037   +0 02 00.5
 ES0950
 ES0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0950!SPC AZ C     -   0.99963925  x   0.99999945  =   0.99963870
 ES0950!UTM  12      -   0.99963925  x   0.99960037  =   0.99923977
 ES0950
 ES0950|---------------------------------------------------------------------|
 ES0950| PID    Reference Object                     Distance      Geod. Az  |
 ES0950|                                                           dddmmss.s |
 ES0950| DZ1432 VIEW RM 1                            10.608 METERS 10648     |
 ES0950| ES1096 RIM LINE                            APPROX. 5.5 KM 1210136.6 |
 ES0950| DZ1431 VIEW RM 2                             8.276 METERS 28819     |
 ES0950|---------------------------------------------------------------------|
 ES0950
 ES0950                          SUPERSEDED SURVEY CONTROL
 ES0950
 ES0950  NAD 83(1986)-  34 18 38.45171(N)    110 56 26.24318(W) AD(       ) 2
 ES0950  NGVD 29 (08/03/87) 2322.1    (m)         7618.     (f) VERT ANG    3  
 ES0950
 ES0950.Superseded values are not recommended for survey control.
 ES0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0950.See file dsdata.txt to determine how the superseded data were derived.
 ES0950
 ES0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0546396606(NAD 83)
 ES0950_MARKER: DS = TRIANGULATION STATION DISK
 ES0950_SETTING: 66 = SET IN ROCK OUTCROP
 ES0950_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0950+STABILITY: POSITION/ELEVATION WELL
 ES0950
 ES0950  HISTORY     - Date     Condition        Report By
 ES0950  HISTORY     - 1984     MONUMENTED       AZDT
 ES0950  HISTORY     - 19971011 GOOD             USPSQD
 ES0950  HISTORY     - 20050903 GOOD             USPSQD
 ES0950
 ES0950                          STATION DESCRIPTION
 ES0950
 ES0950'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0950'THE STATION IS LOCATED 21 MILES SOUTHWEST OF HEBER, 22 MILES NORTHEAST
 ES0950'OF PAYSON, 1/2 MILE NORTH OF STATE ROUTE 260 AND ON THE EDGE OF THE
 ES0950'MOGOLLON RIM.
 ES0950'
 ES0950'THE STATION MARK IS AN AZDT DISK STAMPED---VIEW 1984---.  IT IS SET IN
 ES0950'A DRILL HOLE IN BEDROCK 6 FEET NORTH OF THE RIM AND 4-1/2 FEET SOUTH
 ES0950'OF A 10 INCH PINE TREE WITH WITNESS SIGN.
 ES0950'
 ES0950'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---VIEW RM 1 1984---.  IT IS
 ES0950'SET IN A DRILL HOLE IN BEDROCK.
 ES0950'
 ES0950'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---VIEW RM 2 1984---.  IT IS
 ES0950'SET IN A DRILL HOLE IN BEDROCK.
 ES0950'
 ES0950'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0950'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN LEFT ALONG SR 87 FOR
 ES0950'0.7 MILE TO THE JUNCTION WITH STATE ROUT 260.  TURN RIGHT ALONG SR 260
 ES0950'AND TRAVEL EAST FOR 30.0 MILES TO THE TOP OF THE MOGOLLON RIM AND A
 ES0950'PAVED ROAD ON THE LEFT WHICH LEADS TO WOODS CANYON LAKE.  TURN LEFT
 ES0950'AND TRAVEL WEST ALONG THE MOGOLLON RIM FOR 2.7 MILES AND THE STATION
 ES0950'ON THE LEFT.
 ES0950
 ES0950                          STATION RECOVERY (1997)
 ES0950
 ES0950'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0950'RECOVERED IN GOOD CONDITION.
 ES0950
 ES0950                          STATION RECOVERY (2005)
 ES0950
 ES0950'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0886 ***********************************************************************
 CY0886  DESIGNATION -  VIEW
 CY0886  PID         -  CY0886
 CY0886  STATE/COUNTY-  AZ/COCHISE
 CY0886  USGS QUAD   -  MONK DRAW (1979)
 CY0886
 CY0886                         *CURRENT SURVEY CONTROL
 CY0886  ___________________________________________________________________
 CY0886* NAD 83(1992)-  32 24 22.90180(N)    109 39 42.00365(W)     ADJUSTED  
 CY0886* NAVD 88     -      1329.95   (+/-2cm)    4363.3    (feet)  VERTCON   
 CY0886  ___________________________________________________________________
 CY0886  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CY0886  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY0886  HORZ ORDER  -  SECOND
 CY0886  VERT ORDER  -  THIRD ? (See Below)
 CY0886
 CY0886.The horizontal coordinates were established by classical geodetic methods
 CY0886.and adjusted by the National Geodetic Survey in August 1993.
 CY0886
 CY0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0886.The vertical order pertains to the NGVD 29 superseded value.
 CY0886
 CY0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0886
 CY0886.The geoid height was determined by GEOID03.
 CY0886
 CY0886;                    North         East     Units Scale Factor Converg.
 CY0886;SPC AZ E     -   156,036.300   260,862.794   MT  0.99992782   +0 16 14.3
 CY0886;SPC AZ E     -   511,930.12    855,849.06   iFT  0.99992782   +0 16 14.3
 CY0886;UTM  12      - 3,586,267.097   625,856.840   MT  0.99979533   +0 43 02.4
 CY0886
 CY0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0886!SPC AZ E     -   0.99979543  x   0.99992782  =   0.99972326
 CY0886!UTM  12      -   0.99979543  x   0.99979533  =   0.99959080
 CY0886
 CY0886|---------------------------------------------------------------------|
 CY0886| PID    Reference Object                     Distance      Geod. Az  |
 CY0886|                                                           dddmmss.s |
 CY0886| CY0904 VIEW RM 2                            12.185 METERS 17923     |
 CY0886| CY0885 TORRO                               APPROX. 2.0 KM 3205446.8 |
 CY0886| CY0903 VIEW RM 1                            12.318 METERS 35959     |
 CY0886|---------------------------------------------------------------------|
 CY0886
 CY0886                          SUPERSEDED SURVEY CONTROL
 CY0886
 CY0886  NAD 83(1986)-  32 24 22.89689(N)    109 39 42.00046(W) AD(       ) 2
 CY0886  NGVD 29 (07/20/88) 1329.14   (m)         4360.7    (f) LEVELING    3  
 CY0886
 CY0886.Superseded values are not recommended for survey control.
 CY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0886.See file dsdata.txt to determine how the superseded data were derived.
 CY0886
 CY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2585786267(NAD 83)
 CY0886_MARKER: DS = TRIANGULATION STATION DISK
 CY0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0886+STABILITY: SURFACE MOTION
 CY0886
 CY0886  HISTORY     - Date     Condition        Report By
 CY0886  HISTORY     - 1983     MONUMENTED       AZDT
 CY0886  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0886
 CY0886                          STATION DESCRIPTION
 CY0886
 CY0886'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0886'THE STATION IS LOCATED ALONG U.S. HIGHWAY 666, 30 MILES SOUTH OF
 CY0886'SAFFORD AND 3.5 MILES NORTHEAST OF THE U.S.666 AND INTERSTATE HIGHWAY
 CY0886'10 TRAFFIC INTERCHANGE.
 CY0886'
 CY0886'THE STATION MARK IS AN AZDT DISK STAMPED---VIEW 1977---.  IT IS SET IN
 CY0886'TOP OF A 10 INCH CONCRETE MONUMENT 96 FEET EAST OF THE CENTER LINE OF
 CY0886'THE HIGHWAY AND 3 FEET WEST OF THE WITNESS POST.
 CY0886'
 CY0886'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---VIEW RM 1 1983---.  IT IS
 CY0886'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0886'
 CY0886'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---VIEW RM 2 1983---.  IT IS
 CY0886'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CY0886'
 CY0886'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0886'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0886'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 16.75 MILES TO THE
 CY0886'JUNCTION WITH STATE ROUTE 266, CONTINUE SOUTH ALONG U.S. 666 FOR 9.35
 CY0886'MILES TO A CORRAL AND WINDMILL ON THE RIGHT, CONTINUE SOUTH ALONG U.S.
 CY0886'666 FOR 4.7 MILES TO THE STATION ON THE LEFT ON TOP OF A HIGHWAY CUT.
 CY0886
 CY0886                          STATION RECOVERY (2008)
 CY0886
 CY0886'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0886'THE HIGHWAY HAS BEEN WIDENED AT THIS POINT, AND IS NOW A FOUR-LANE
 CY0886'WITH MEDIAN. THE CUT AT THE DESCRIBED LOCATION HAS BEEN WIDENED, AND
 CY0886'THE MARK WAS MOST CERTAINLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0511 ***********************************************************************
 GP0511  DESIGNATION -  VIEW
 GP0511  PID         -  GP0511
 GP0511  STATE/COUNTY-  AZ/COCONINO
 GP0511  USGS QUAD   -  TANNER WELL (1985)
 GP0511
 GP0511                         *CURRENT SURVEY CONTROL
 GP0511  ___________________________________________________________________
 GP0511* NAD 83(1992)-  36 36 51.17510(N)    111 39 15.89135(W)     ADJUSTED  
 GP0511* NAVD 88     -      1584.0    (meters)    5197.     (feet)  VERTCON   
 GP0511  ___________________________________________________________________
 GP0511  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 GP0511  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 GP0511  HORZ ORDER  -  SECOND
 GP0511
 GP0511.The horizontal coordinates were established by classical geodetic methods
 GP0511.and adjusted by the National Geodetic Survey in August 1993.
 GP0511
 GP0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0511
 GP0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0511
 GP0511.The geoid height was determined by GEOID03.
 GP0511
 GP0511;                    North         East     Units Scale Factor Converg.
 GP0511;SPC AZ C     -   622,694.316   236,818.605   MT  0.99990678   +0 09 23.1
 GP0511;SPC AZ C     - 2,042,960.35    776,963.93   iFT  0.99990678   +0 09 23.1
 GP0511;UTM  12      - 4,052,276.743   441,479.577   MT  0.99964219   -0 23 25.2
 GP0511
 GP0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0511!SPC AZ C     -   0.99975506  x   0.99990678  =   0.99966186
 GP0511!UTM  12      -   0.99975506  x   0.99964219  =   0.99939734
 GP0511
 GP0511:                Primary Azimuth Mark                     Grid Az
 GP0511:SPC AZ C     -  LOPE                                     003 19 30.6
 GP0511:UTM  12      -  LOPE                                     003 52 18.9
 GP0511
 GP0511|---------------------------------------------------------------------|
 GP0511| PID    Reference Object                     Distance      Geod. Az  |
 GP0511|                                                           dddmmss.s |
 GP0511| GP0496 LOPE                                APPROX. 3.0 KM 0032853.7 |
 GP0511| CR8013 VIEW RM 1                            12.184 METERS 00443     |
 GP0511| CR8014 VIEW RM 2                            12.251 METERS 18433     |
 GP0511|---------------------------------------------------------------------|
 GP0511
 GP0511                          SUPERSEDED SURVEY CONTROL
 GP0511
 GP0511  NAD 83(1986)-  36 36 51.17187(N)    111 39 15.88735(W) AD(       ) 2
 GP0511  NGVD 29 (07/12/88) 1583.0    (m)         5194.     (f) VERT ANG    3  
 GP0511
 GP0511.Superseded values are not recommended for survey control.
 GP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0511.See file dsdata.txt to determine how the superseded data were derived.
 GP0511
 GP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4148052277(NAD 83)
 GP0511_MARKER: DS = TRIANGULATION STATION DISK
 GP0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0511+STABILITY: SURFACE MOTION
 GP0511
 GP0511  HISTORY     - Date     Condition        Report By
 GP0511  HISTORY     - 1983     MONUMENTED       AZDT
 GP0511
 GP0511                          STATION DESCRIPTION
 GP0511
 GP0511'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0511'THE STATION IS LOCATED 23 MILES SOUTHWEST OF PAGE, 1-1/2 MILES SOUTH
 GP0511'OF THE JUNCTION OF U.S. HIGHWAYS 89A AND 89 AND ALONG U.S. 89.
 GP0511'
 GP0511'THE STATION MARK IS AN AZDT DISK STAMPED---VIEW 1983---.  IT IS SET IN
 GP0511'TOP OF A 10 INCH CONCRETE MONUMENT 97 FEET EAST OF THE CENTERLINE OF
 GP0511'THE HIGHWAY AND 3 FEET EAST OF THE WITNESS POST AND SIGN.
 GP0511'
 GP0511'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---VIEW RM 1 1983---.  IT IS
 GP0511'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0511'
 GP0511'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---VIEW RM 2 1983---.  IT IS
 GP0511'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 GP0511'
 GP0511'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0511'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0511'TO THE JUNCTION WITH U.S. HIGHWAYS 89L AND 89.  TURN LEFT AND TRAVEL
 GP0511'SOUTHWEST ALONG U.S. 89 FOR 24.5 MILES TO THE JUNCTION WITH U.S. 89A.
 GP0511'TRAVEL SOUTH ALONG U.S. 89 FOR 1.45 MILES TO MILE POST 522.5 AND THE
 GP0511'STATION LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0547 ***********************************************************************
 ES0547  DESIGNATION -  VIEW RM 1
 ES0547  PID         -  ES0547
 ES0547  STATE/COUNTY-  AZ/YAVAPAI
 ES0547  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0547
 ES0547                         *CURRENT SURVEY CONTROL
 ES0547  ___________________________________________________________________
 ES0547* NAD 83(1986)-  34 47 33.     (N)    111 35 31.     (W)     SCALED    
 ES0547* NAVD 88     -      1939.339  (meters)    6362.65   (feet)  ADJUSTED  
 ES0547  ___________________________________________________________________
 ES0547  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0547  DYNAMIC HT  -        1936.637 (meters)    6353.78  (feet)  COMP
 ES0547  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 ES0547
 ES0547  VERT ORDER  -  SECOND    CLASS 0
 ES0547
 ES0547.The horizontal coordinates were scaled from a topographic map and have
 ES0547.an estimated accuracy of +/- 6 seconds.
 ES0547
 ES0547.The orthometric height was determined by differential leveling
 ES0547.and adjusted in June 1991.
 ES0547
 ES0547.The geoid height was determined by GEOID03.
 ES0547
 ES0547.The dynamic height is computed by dividing the NAVD 88
 ES0547.geopotential number by the normal gravity value computed on the
 ES0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0547.degrees latitude (g = 980.6199 gals.).
 ES0547
 ES0547.The modeled gravity was interpolated from observed gravity values.
 ES0547
 ES0547;                    North         East    Units  Estimated Accuracy
 ES0547;SPC AZ C     -   420,610.      243,080.      MT  (+/- 180 meters Scaled)
 ES0547
 ES0547                          SUPERSEDED SURVEY CONTROL
 ES0547
 ES0547  NGVD 29 (??/??/92) 1938.430  (m)         6359.67   (f) ADJ UNCH    2 0
 ES0547
 ES0547.Superseded values are not recommended for survey control.
 ES0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0547.See file dsdata.txt to determine how the superseded data were derived.
 ES0547
 ES0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD458501(NAD 83)
 ES0547_MARKER: DR = REFERENCE MARK DISK
 ES0547_SETTING: 80 = SET IN A BOULDER
 ES0547_SP_SET: BOULDER
 ES0547_STAMPING: VIEW NO 1 1959
 ES0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0547+STABILITY: SURFACE MOTION
 ES0547
 ES0547  HISTORY     - Date     Condition        Report By
 ES0547  HISTORY     - 1959     MONUMENTED       CGS
 ES0547
 ES0547                          STATION DESCRIPTION
 ES0547
 ES0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0547'11.0 MI SE FROM SEDONA.
 ES0547'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0547'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0547'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0547'HIGHWAY 17, THENCE 28.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 17 TO A
 ES0547'ROCK SLIDE AT THE HEAD OF A HORSESHOE, ABOUT 1.0 MILE SOUTH OF THE
 ES0547'YAVAPAI-COCONINO COUNTY LINE, THENCE 0.1 WEST TO THE TOP OF THE CUT
 ES0547'AND SMALL HILL, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18
 ES0547'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5795 ***********************************************************************
 DH5795  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5795  DESIGNATION -  VILLAGE
 DH5795  PID         -  DH5795
 DH5795  STATE/COUNTY-  AZ/YAVAPAI
 DH5795  USGS QUAD   -  SEDONA (1969)
 DH5795
 DH5795                         *CURRENT SURVEY CONTROL
 DH5795  ___________________________________________________________________
 DH5795* NAD 83(2007)-  34 47 30.28096(N)    111 45 49.25989(W)     ADJUSTED  
 DH5795* NAVD 88     -      1281.62   (meters)    4204.8    (feet)  GPS OBS   
 DH5795  ___________________________________________________________________
 DH5795  EPOCH DATE  -        2007.00
 DH5795  X           -  -1,944,617.119 (meters)                     COMP
 DH5795  Y           -  -4,870,841.190 (meters)                     COMP
 DH5795  Z           -   3,619,634.738 (meters)                     COMP
 DH5795  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 DH5795  ELLIP HEIGHT-        1256.937 (meters)          (02/10/07) ADJUSTED
 DH5795  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DH5795
 DH5795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5795  Type    PID    Designation                      North   East  Ellip
 DH5795  -------------------------------------------------------------------
 DH5795  NETWORK DH5795 VILLAGE                           0.98   0.80   2.88
 DH5795  -------------------------------------------------------------------
 DH5795
 DH5795.The horizontal coordinates were established by GPS observations
 DH5795.and adjusted by the National Geodetic Survey in February 2007.
 DH5795
 DH5795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5795.The horizontal coordinates are valid at the epoch date displayed above.
 DH5795.The epoch date for horizontal control is a decimal equivalence
 DH5795.of Year/Month/Day.
 DH5795
 DH5795.The orthometric height was determined by GPS observations and a
 DH5795.high-resolution geoid model.
 DH5795.The orthometric height was determined by GPS observations and a
 DH5795.high-resolution geoid model using precise GPS observation and
 DH5795.processing techniques.
 DH5795
 DH5795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5795
 DH5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5795
 DH5795.The ellipsoidal height was determined by GPS observations
 DH5795.and is referenced to NAD 83.
 DH5795
 DH5795.The geoid height was determined by GEOID03.
 DH5795
 DH5795;                    North         East     Units Scale Factor Converg.
 DH5795;SPC AZ C     -   420,483.626   227,359.468   MT  0.99990241   +0 05 14.3
 DH5795;SPC AZ C     - 1,379,539.46    745,930.01   iFT  0.99990241   +0 05 14.3
 DH5795;UTM  12      - 3,850,214.421   430,135.808   MT  0.99966016   -0 26 08.8
 DH5795
 DH5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5795!SPC AZ C     -   0.99980274  x   0.99990241  =   0.99970517
 DH5795!UTM  12      -   0.99980274  x   0.99966016  =   0.99946296
 DH5795
 DH5795                          SUPERSEDED SURVEY CONTROL
 DH5795
 DH5795  NAD 83(1992)-  34 47 30.28041(N)    111 45 49.25948(W) AD(       ) A
 DH5795  ELLIP H (05/31/05) 1256.941  (m)                       GP(       ) 4 2
 DH5795
 DH5795.Superseded values are not recommended for survey control.
 DH5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5795.See file dsdata.txt to determine how the superseded data were derived.
 DH5795
 DH5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3013650214(NAD 83)
 DH5795_MARKER: DD = SURVEY DISK
 DH5795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5795_STAMPING: VILLAGE 2001
 DH5795_MARK LOGO: SHEPH 
 DH5795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5795+STABILITY: SURFACE MOTION
 DH5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5795+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 DH5795
 DH5795  HISTORY     - Date     Condition        Report By
 DH5795  HISTORY     - 20031215 MONUMENTED       SHEPH
 DH5795
 DH5795                          STATION DESCRIPTION
 DH5795
 DH5795'DESCRIBED BY SHEPHARD-WESNITZER INC 2003 (MLD)
 DH5795'THE STATION IS LOCATED IN THE RIGHT-OF-WAY OF STATE HIGHWAY 179
 DH5795'IMMEDIATELY NORTH OF THE VILLAGE OF OAK CREEK.
 DH5795' 
 DH5795'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 89A AND
 DH5795'179 IN SEDONE, GO SOUTH ON 179 10.0 KM (6.2 MI) TO THE STATION ON THE
 DH5795'WEST (RIGHT) SIDE OF THE HIGHWAY AND OPPOSITE A HIKING TRAIL SIGN ON
 DH5795'THE EAST SIDE OF THE HIGHWAY.
 DH5795' 
 DH5795'THE STATION IS 25 M (80 FT) WEST OF THE WEST EDGE OF THE PAVEMENT AND
 DH5795'0.5 M (1.5 FT) INSIDE THE RIGHT-OF-WAY FENCE.  THE STATION IS AN 8 CM
 DH5795'(3.25 IN) ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 DH5795' 
 DH5795'DESCRIBED BY SHEPHARD-WESNITZER, DEC 2003 (MLD)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2092 ***********************************************************************
 DU2092  DESIGNATION -  VINE
 DU2092  PID         -  DU2092
 DU2092  STATE/COUNTY-  AZ/PINAL
 DU2092  USGS QUAD   -  DESERT WELL (1981)
 DU2092
 DU2092                         *CURRENT SURVEY CONTROL
 DU2092  ___________________________________________________________________
 DU2092* NAD 83(1992)-  33 21 56.53542(N)    111 33 39.44519(W)     ADJUSTED  
 DU2092* NAVD 88     -       485.0    (meters)    1591.     (feet)  VERTCON   
 DU2092  ___________________________________________________________________
 DU2092  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DU2092  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU2092  HORZ ORDER  -  SECOND
 DU2092
 DU2092.The horizontal coordinates were established by classical geodetic methods
 DU2092.and adjusted by the National Geodetic Survey in August 1993.
 DU2092
 DU2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2092
 DU2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2092
 DU2092.The geoid height was determined by GEOID03.
 DU2092
 DU2092;                    North         East     Units Scale Factor Converg.
 DU2092;SPC AZ C     -   262,363.425   246,461.170   MT  0.99991350   +0 11 44.3
 DU2092;SPC AZ C     -   860,772.39    808,599.64   iFT  0.99991350   +0 11 44.3
 DU2092;UTM  12      - 3,691,970.649   447,814.653   MT  0.99963357   -0 18 30.7
 DU2092
 DU2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2092!SPC AZ C     -   0.99992847  x   0.99991350  =   0.99984198
 DU2092!UTM  12      -   0.99992847  x   0.99963357  =   0.99956207
 DU2092
 DU2092|---------------------------------------------------------------------|
 DU2092| PID    Reference Object                     Distance      Geod. Az  |
 DU2092|                                                           dddmmss.s |
 DU2092| CH5656 VINE RM 1                            13.680 METERS 15218     |
 DU2092| DU2109 DOUBLE 2                            APPROX.10.3 KM 3025953.5 |
 DU2092| CH5657 VINE RM 2                            13.692 METERS 34852     |
 DU2092|---------------------------------------------------------------------|
 DU2092
 DU2092                          SUPERSEDED SURVEY CONTROL
 DU2092
 DU2092  NAD 83(1986)-  33 21 56.53082(N)    111 33 39.44871(W) AD(       ) 2
 DU2092  NAD 27      -  33 21 56.35155(N)    111 33 36.97058(W) AD(       ) 2
 DU2092  NGVD 29 (07/19/86)  484.5    (m)         1590.     (f) VERT ANG    3  
 DU2092
 DU2092.Superseded values are not recommended for survey control.
 DU2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2092.See file dsdata.txt to determine how the superseded data were derived.
 DU2092
 DU2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4781591971(NAD 83)
 DU2092_MARKER: DD = SURVEY DISK
 DU2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2092
 DU2092  HISTORY     - Date     Condition        Report By
 DU2092  HISTORY     - 1975     MONUMENTED       AZDT
 DU2092
 DU2092                          STATION DESCRIPTION
 DU2092
 DU2092'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2092'THE STATION IS LOCATED ABOUT 6.1 MILES FROM APACHE JUNCTION AND
 DU2092'18.5 MILES EAST SOUTHEAST OF MESA ON A FLOOD CONTROL DIKE.
 DU2092'
 DU2092'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED VINE 1975
 DU2092'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON TOP OF A
 DU2092'DIKE AND IS MARKED BY A WITNESS POST AND SIGN 2.5 FEET TO THE
 DU2092'SOUTHWEST.
 DU2092'
 DU2092'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2092'VINE 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON
 DU2092'TOP OF DIKE.
 DU2092'
 DU2092'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2092'VINE 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON
 DU2092'TOP OF A DIKE.
 DU2092'
 DU2092'TO REACH THE STATION FROM APACHE JUNCTION, GO WEST ON U.S. 60
 DU2092'FOR 0.85 MILE TO IRONWOOD STREET, TURN LEFT (SOUTH) FOR 1.5 MILES
 DU2092'TO SOUTHERN AVENUE AND HIGH SCHOOL ON THE LEFT, CONTINUE SOUTH
 DU2092'FOR 3.45 MILES TO CONCRETE LINED WATER SHED DITCH.  GO LEFT
 DU2092'THROUGH GATE ON THE NORTH SIDE OF DITCH AND FOLLOW DITCH NORTH
 DU2092'EASTERLY FOR 1.2 MILES TO ANOTHER GATE, PASS THROUGH GATE FOR
 DU2092'100 FEET AND BEAR RIGHT ALONG A SMALL DIKE ROAD THEN LEFT TO
 DU2092'SOUTHWEST CORNER OF DIKE.  FOLLOW TRAIL NORTHWEST ALONG BASE OF
 DU2092'DIKE FOR 0.55 MILES TO A BEND IN THE DIKE ROAD, CONTINUE WEST
 DU2092'FOR 0.45 MILES TO A RAMP THAT LEADS TO TOP OF DIKE.
 DU2092'CONTINUE PASSED THE RAMP FOR 0.25 MILE TO THE STATION ON TOP
 DU2092'OF SOUTHWEST CORNER OF DIKE.  A CAR CAN BE DRIVEN TO STATION
 DU2092'IN DRY WEATHER.
 DU2092'
 DU2092'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1959 ***********************************************************************
 DV1959  DESIGNATION -  VINEGAROON
 DV1959  PID         -  DV1959
 DV1959  STATE/COUNTY-  AZ/LA PAZ
 DV1959  USGS QUAD   -  OWL HEAD (1990)
 DV1959
 DV1959                         *CURRENT SURVEY CONTROL
 DV1959  ___________________________________________________________________
 DV1959* NAD 83(1992)-  33 29 35.45991(N)    113 53 53.22534(W)     ADJUSTED  
 DV1959* NAVD 88     -       692.6    (meters)    2272.     (feet)  VERTCON   
 DV1959  ___________________________________________________________________
 DV1959  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DV1959  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DV1959  HORZ ORDER  -  SECOND
 DV1959
 DV1959.The horizontal coordinates were established by classical geodetic methods
 DV1959.and adjusted by the National Geodetic Survey in August 1993.
 DV1959
 DV1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1959
 DV1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1959
 DV1959.The geoid height was determined by GEOID03.
 DV1959
 DV1959;                    North         East     Units Scale Factor Converg.
 DV1959;SPC AZ W     -   276,463.502   199,596.318   MT  0.99993567   -0 04 54.3
 DV1959;SPC AZ W     -   907,032.49    654,843.56   iFT  0.99993567   -0 04 54.3
 DV1959;UTM  12      - 3,709,723.297   230,740.878   MT  1.00049393   -1 36 00.9
 DV1959
 DV1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1959!SPC AZ W     -   0.99989619  x   0.99993567  =   0.99983187
 DV1959!UTM  12      -   0.99989619  x   1.00049393  =   1.00039007
 DV1959
 DV1959:                Primary Azimuth Mark                     Grid Az
 DV1959:SPC AZ W     -  VINEGAROON AZ MK                         054 45 53.6
 DV1959:UTM  12      -  VINEGAROON AZ MK                         056 17 00.2
 DV1959
 DV1959|---------------------------------------------------------------------|
 DV1959| PID    Reference Object                     Distance      Geod. Az  |
 DV1959|                                                           dddmmss.s |
 DV1959| CH4486 VINEGAROON AZ MK                                   0544059.3 |
 DV1959| CH4487 VINEGAROON RM 1                       9.763 METERS 24129     |
 DV1959| CH4488 VINEGAROON RM 2                       8.406 METERS 31614     |
 DV1959| DV1974 LOS ANGELES PHOENIX AWY BCN 25      APPROX.11.4 KM 3305304.2 |
 DV1959|---------------------------------------------------------------------|
 DV1959
 DV1959                          SUPERSEDED SURVEY CONTROL
 DV1959
 DV1959  NAD 83(1986)-  33 29 35.45438(N)    113 53 53.23386(W) AD(       ) 2
 DV1959  NAD 27      -  33 29 35.33800(N)    113 53 50.46500(W) AD(       ) 2
 DV1959  NGVD 29 (07/19/86)  691.9    (m)         2270.     (f) VERT ANG    3  
 DV1959
 DV1959.Superseded values are not recommended for survey control.
 DV1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1959.See file dsdata.txt to determine how the superseded data were derived.
 DV1959
 DV1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3074109723(NAD 83)
 DV1959_MARKER: DS = TRIANGULATION STATION DISK
 DV1959_SETTING: 80 = SET IN A BOULDER
 DV1959_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DV1959
 DV1959  HISTORY     - Date     Condition        Report By
 DV1959  HISTORY     - 1949     MONUMENTED       CGS
 DV1959
 DV1959                          STATION DESCRIPTION
 DV1959
 DV1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DV1959'THE STATION IS LOCATED ABOUT 23 MILES AIRLINE SOUTHEAST OF
 DV1959'QUARTZSITE AND ABOUT 19.5 MILES SOUTH-SOUTHWEST OF HOPE ON A
 DV1959'LOW MALPAIS BUTTE.  THE STATION MARK PROJECTS 2 FEET, IS SET
 DV1959'ON THE HIGHEST POINT OF THE BUTTE 15 PACES NORTH-NORTHWEST
 DV1959'OF A CAIRN.  IT IS STAMPED, VINEGAROON 1949.
 DV1959'
 DV1959'REFERENCE MARK NO. 1 PROJECTS 18 INCHES, IS 3.5 FEET LOWER
 DV1959'THAN THE STATION MARK AND IS STAMPED, VINEGAROON NO 1 1949.
 DV1959'
 DV1959'REFERENCE MARK NO. 2 PROJECTS 3 FEET, IS 6 INCHES LOWER THAN
 DV1959'THE STATION MARK AND IS STAMPED, VINEGAROON NO 2 1949.
 DV1959'
 DV1959'THE AZIMUTH MARK PROJECTS 18 INCHES IS SET ON THE NORTH EDGE
 DV1959'OF A LOW RIDGE 30 PACES SOUTH OF A DIRT ROAD AND 4 FEET
 DV1959'SOUTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED, VINEGAROON 1949.
 DV1959'
 DV1959'TO REACH THE STATION FROM QUARTZSITE.  GO SOUTH ON STATE HIGHWAY
 DV1959'95, 05.55 MILES TO A PIPELINE.  TURN LEFT, FOLLOW PIPELINE
 DV1959'EASTERLY 20.7 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 1.35
 DV1959'MILE TO CORRALS AND A WINDMILL.  CONTINUE ON ROAD SOUTHERLY
 DV1959'0.4 MILE TO A T INTERSECTION AT A STONE CABIN.  TURN RIGHT,
 DV1959'GO 0.4 MILE TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD 0.7 MILE
 DV1959'TO THE AZIMUTH MARK ON LEFT.  CONTINUE ON ROAD WESTERLY 0.4
 DV1959'MILE THEN TURN LEFT OFF ROAD, GO 0.2 MILE TO BASE OF BUTTE
 DV1959'AND END OF TRUCK TRAVEL.  FROM HERE WALK SOUTHWESTERLY TO
 DV1959'HIGHEST POINT AND STATION.  A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1384 ***********************************************************************
 CZ1384  DESIGNATION -  VISTA
 CZ1384  PID         -  CZ1384
 CZ1384  STATE/COUNTY-  AZ/PINAL
 CZ1384  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1384
 CZ1384                         *CURRENT SURVEY CONTROL
 CZ1384  ___________________________________________________________________
 CZ1384* NAD 83(1992)-  32 58 23.04255(N)    111 43 43.90375(W)     ADJUSTED  
 CZ1384* NAVD 88     -       464.12   (+/-2cm)    1522.7    (feet)  VERTCON   
 CZ1384  ___________________________________________________________________
 CZ1384  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CZ1384  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1384  HORZ ORDER  -  SECOND
 CZ1384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1384
 CZ1384.The horizontal coordinates were established by classical geodetic methods
 CZ1384.and adjusted by the National Geodetic Survey in August 1993.
 CZ1384
 CZ1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1384.The vertical order pertains to the NGVD 29 superseded value.
 CZ1384
 CZ1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1384
 CZ1384.The geoid height was determined by GEOID03.
 CZ1384
 CZ1384;                    North         East     Units Scale Factor Converg.
 CZ1384;SPC AZ C     -   218,780.557   230,914.523   MT  0.99990380   +0 06 08.0
 CZ1384;SPC AZ C     -   717,783.98    757,593.58   iFT  0.99990380   +0 06 08.0
 CZ1384;UTM  12      - 3,648,536.975   431,891.301   MT  0.99965720   -0 23 48.1
 CZ1384
 CZ1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1384!SPC AZ C     -   0.99993185  x   0.99990380  =   0.99983566
 CZ1384!UTM  12      -   0.99993185  x   0.99965720  =   0.99958907
 CZ1384
 CZ1384|---------------------------------------------------------------------|
 CZ1384| PID    Reference Object                     Distance      Geod. Az  |
 CZ1384|                                                           dddmmss.s |
 CZ1384| CZ1385 VISTA RM 1                           45.893 METERS 05612     |
 CZ1384| DU2118 SACATON PEAK AIR BEACON             APPROX. 6.1 KM 0562736.6 |
 CZ1384| CZ2116 I10 STA 2249+17.75 1521.00            8.414 METERS 14500     |
 CZ1384| CZ1386 VISTA AZ MK                                        1455140.4 |
 CZ1384| CZ1383 VISTA RM 2                           20.657 METERS 32627     |
 CZ1384|---------------------------------------------------------------------|
 CZ1384
 CZ1384                          SUPERSEDED SURVEY CONTROL
 CZ1384
 CZ1384  NAD 83(1986)-  32 58 23.03594(N)    111 43 43.90574(W) AD(       ) 2
 CZ1384  NAD 27      -  32 58 22.82770(N)    111 43 41.43390(W) AD(       ) 2
 CZ1384  NGVD 29 (??/??/92)  463.582  (m)         1520.94   (f) ADJ UNCH    2 0
 CZ1384
 CZ1384.Superseded values are not recommended for survey control.
 CZ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1384.See file dsdata.txt to determine how the superseded data were derived.
 CZ1384
 CZ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3189148537(NAD 83)
 CZ1384_MARKER: DS = TRIANGULATION STATION DISK
 CZ1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1384_STAMPING: VISTA 1962
 CZ1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1384+STABILITY: SURFACE MOTION
 CZ1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1384+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1384
 CZ1384  HISTORY     - Date     Condition        Report By
 CZ1384  HISTORY     - 1962     MONUMENTED       CGS
 CZ1384  HISTORY     - 1962     GOOD             CGS
 CZ1384  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1384
 CZ1384                          STATION DESCRIPTION
 CZ1384
 CZ1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1384'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF CASA
 CZ1384'GRANDE, ABOUT 1.75 MILES EAST OF STATE HIGHWAY 93, ABOUT 0.5
 CZ1384'MILE NORTH OF VAL VISTA BLVD. ROAD IN THE MEDIAN OF THE
 CZ1384'PROPOSED INTERSTATE HIGHWAY, IN SECTION 22, T5S, R6E.
 CZ1384'
 CZ1384'TO REACH THE STATION FROM THE POST OFFICE IN CASA GRANDE, GO
 CZ1384'WEST ON STATE HIGHWAY 93 FOR 0.2 MILE TO A SIGN (GILA BEND,
 CZ1384'PHOENIX), TURN RIGHT AND GO NORTH ON STATE HIGHWAY 93 FOR
 CZ1384'6.3 MILES TO A CROSSROAD AND SMALL SIGN (VAL VISTA BLVD.),
 CZ1384'TURN RIGHT AND GO EAST FOR 1.0 MILE TO A CROSSROAD, CONTINUE
 CZ1384'EAST FOR 0.85 MILE TO WHERE PROPOSED INTERSTATE HIGHWAY
 CZ1384'CROSSES ROAD, TURN LEFT ABOUT 200 FEET WEST AND FOLLOW TRACK
 CZ1384'ROAD NORTH FOR 0.15 MILE TO THE AZIMUTH MARK IN THE CENTER
 CZ1384'LINE OF PROPOSED INTERSTATE HIGHWAY, CONTINUE NORTHWEST ON THE
 CZ1384'CENTER LINE FOR 0.35 MILE TO THE STATION AS DESCRIBED.
 CZ1384'
 CZ1384'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12
 CZ1384'INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND
 CZ1384'STAMPED VISTA 1962.  THE MARK IS 31.7 FEET NORTHWEST OF A WITNESS
 CZ1384'POST, 3.5 FEET SOUTH OF A WITNESS POST AND IN THE MEDIAN OF
 CZ1384'PROPOSED INTERSTATE HIGHWAY.
 CZ1384'
 CZ1384'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 CZ1384'OF A 12 INCH ROUND CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 CZ1384'GROUND AND STAMPED VISTA NO 1 1962.  THE MARK IS 150 FEET NORTHEAST
 CZ1384'OF THE WITNESS POST AND 1 FOOT SOUTHEAST OF A YELLOW 2X4
 CZ1384'WITNESS POST.
 CZ1384'
 CZ1384'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 CZ1384'OF A 12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 CZ1384'AND STAMPED VISTA NO 2 1962.  THE MARK IS 46.6 FEET NORTHWEST
 CZ1384'OF THE WITNESS POST, 1 FOOT SOUTHWEST OF A YELLOW 2X4 WITNESS
 CZ1384'POST AND IN THE MEDIAN OF PROPOSED INTERSTATE HIGHWAY.
 CZ1384'
 CZ1384'REFERENCE MARK 3, A ARIZONA HIGHWAY DEPARTMENT DISK SET IN
 CZ1384'THE TOP OF A 6 INCH ROUND CONCRETE POST WHICH IS ABOUT FLUSH
 CZ1384'WITH THE GROUND AND STAMPED 1521.00 2249+17.75 1961.  THE
 CZ1384'MARK IS 5.6 FEET NORTH OF THE WITNESS POST AND IN THE MEDIAN
 CZ1384'OF PROPOSED INTERSTATE HIGHWAY.
 CZ1384'
 CZ1384'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 CZ1384'12 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 CZ1384'AND STAMPED VISTA 1962.  THE MARK IS 2.7 FEET WEST OF THE
 CZ1384'WITNESS POST AND IN THE MEDIAN OF THE PROPOSED INTERSTATE
 CZ1384'HIGHWAY.
 CZ1384'
 CZ1384'HEIGHT OF LIGHT ABOVE STATION MARK 3.56 METERS.
 CZ1384
 CZ1384                          STATION RECOVERY (1962)
 CZ1384
 CZ1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CZ1384'8.85 MI NE FROM CASA GRANDE.
 CZ1384'6.5 MILES NORTHEAST ALONG STATE 93 FROM THE POST OFFICE AT CASA
 CZ1384'GRANDE, THENCE 1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILES
 CZ1384'NORTHWEST ALONG A TRACK ROAD TO THE MARK, 31.5 FT. NORTHWEST OF A
 CZ1384'YELLOW WOODEN WITNESS POST, 150.5 FT. SOUTHEAST OF R.M. NO. 1, 67.7
 CZ1384'FT. SOUTHWEST OF R.M. NO. 2, 3.5 FT. SOUTH OF A STEEL WITNESS POST, A
 CZ1384'STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CZ1384
 CZ1384                          STATION RECOVERY (2007)
 CZ1384
 CZ1384'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0982 ***********************************************************************
 FR0982  DESIGNATION -  VISTA
 FR0982  PID         -  FR0982
 FR0982  STATE/COUNTY-  AZ/MOHAVE
 FR0982  USGS QUAD   -  SPENCER CANYON (1967)
 FR0982
 FR0982                         *CURRENT SURVEY CONTROL
 FR0982  ___________________________________________________________________
 FR0982* NAD 83(1992)-  35 45 16.63109(N)    113 44 15.55984(W)     ADJUSTED  
 FR0982* NAVD 88     -      1595.8    (meters)    5236.     (feet)  VERTCON   
 FR0982  ___________________________________________________________________
 FR0982  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FR0982  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FR0982  HORZ ORDER  -  THIRD
 FR0982
 FR0982.The horizontal coordinates were established by classical geodetic methods
 FR0982.and adjusted by the National Geodetic Survey in August 1993.
 FR0982
 FR0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0982
 FR0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0982
 FR0982.The geoid height was determined by GEOID03.
 FR0982
 FR0982;                    North         East     Units Scale Factor Converg.
 FR0982;SPC AZ W     -   527,306.671   214,476.388   MT  0.99993335   +0 00 26.0
 FR0982;SPC AZ W     - 1,730,008.76    703,662.69   iFT  0.99993335   +0 00 26.0
 FR0982;UTM  12      - 3,960,189.722   252,469.396   MT  1.00035509   -1 36 01.7
 FR0982
 FR0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0982!SPC AZ W     -   0.99975371  x   0.99993335  =   0.99968707
 FR0982!UTM  12      -   0.99975371  x   1.00035509  =   1.00010871
 FR0982
 FR0982:                Primary Azimuth Mark                     Grid Az
 FR0982:SPC AZ W     -  VISTA AZ MK                              089 42 41.9
 FR0982:UTM  12      -  VISTA AZ MK                              091 19 09.6
 FR0982
 FR0982|---------------------------------------------------------------------|
 FR0982| PID    Reference Object                     Distance      Geod. Az  |
 FR0982|                                                           dddmmss.s |
 FR0982| CH4489 VISTA AZ MK                                        0894307.9 |
 FR0982| CH4490 VISTA RM 1                            3.600 METERS 18501     |
 FR0982| CH4491 VISTA RM 2                           10.890 METERS 25137     |
 FR0982|---------------------------------------------------------------------|
 FR0982
 FR0982                          SUPERSEDED SURVEY CONTROL
 FR0982
 FR0982  NAD 83(1986)-  35 45 16.62487(N)    113 44 15.55925(W) AD(       ) 3
 FR0982  NAD 27      -  35 45 16.66000(N)    113 44 12.75100(W) AD(       ) 3
 FR0982  NGVD 29 (07/19/86) 1595.0    (m)         5233.     (f) VERT ANG    3  
 FR0982
 FR0982.Superseded values are not recommended for survey control.
 FR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0982.See file dsdata.txt to determine how the superseded data were derived.
 FR0982
 FR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE5246960190(NAD 83)
 FR0982_MARKER: DS = TRIANGULATION STATION DISK
 FR0982_SETTING: 66 = SET IN ROCK OUTCROP
 FR0982
 FR0982  HISTORY     - Date     Condition        Report By
 FR0982  HISTORY     - 1936     MONUMENTED       CGS
 FR0982  HISTORY     - 1955     GOOD             CGS
 FR0982  HISTORY     - 1972     GOOD             LAWPC
 FR0982
 FR0982                          STATION DESCRIPTION
 FR0982
 FR0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 FR0982'STATION IS LOCATED ON THE TOP OF A BRUSHY PEAK AT THE SOUTH
 FR0982'EDGE OF THE MERRIWITICA CANYON, 22 MILES AIRLINE NORTHWEST OF
 FR0982'PEACH SPRINGS, 7 MILES WEST-SOUTHWEST OF COLORADO RIVER, 1
 FR0982'MILE WEST OF THE POINT WHERE THE NEW CIVILIAN CONSERVATION
 FR0982'CORPS GRADED ROAD REACHES THE SOUTH RIM OF THE CANYON AND IS
 FR0982'THE MOST PROMINENT AND HIGHEST PEAK IN THIS IMMEDIATE VICINITY.
 FR0982'
 FR0982'STATION AND REFERENCE MARKS ARE SET INTO A DRILL HOLE IN ROCK OUTCROP.
 FR0982'AZIMUTH MARK SET INTO A DRILL HOLE IN ROCK OUTCROP, IS ON BLUFF AT
 FR0982'CANYON RIM 0.2 MILE EAST OF POINT WHERE ROAD REACHES RIM AND IS
 FR0982'ABOUT 15 FEET SOUTH OF EDGE OF CLIFF.
 FR0982'
 FR0982'TO REACH FROM PEACH SPRINGS POST OFFICE, GO WEST ON U.S.
 FR0982'HIGHWAY 66 FOR 1.9 MILES, TURN RIGHT ON GRADED GRAVEL ROAD,
 FR0982'PASSING OVER CATTLE GUARD AND GO 0.8 MILE, TAKE RIGHT FORK,
 FR0982'(MAIN RESERVATION ROAD) AND GO 6.5 MILES (MAIN-TRAVELED ROAD),
 FR0982'CROSS CATTLE GUARD IN EAST-WEST FENCE, CONTINUE NORTHWEST
 FR0982'ON MAIN-TRAVELED ROAD 5.4 MILES, PASS THROUGH BOARD GATE AND
 FR0982'CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED ROAD, NORTHERLY AND
 FR0982'WESTERLY 6.8 MILES, PASS THROUGH BOARD GATE AND CONTINUE
 FR0982'STRAIGHT AHEAD, NORTHERLY, ON MAIN-TRAVELED ROAD, UP STEEP
 FR0982'GRADE, 1.2 MILES TO GRADED SIDE ROAD IN BOTTOM OF DRAW, KEEP
 FR0982'LEFT FORK, MAIN-TRAVELED ROAD AND CONTINUE NORTHERLY 4.2
 FR0982'MILES TO GRADED ROAD FORKS, TAKE RIGHT FORK (NORTH TANK
 FR0982'ROAD) AND GO EASTERLY DOWN DRAW 2.0 MILES, PASS NORTH TANK,
 FR0982'(200 YARDS SOUTH OF ROAD) AND CONTINUE ON NEWLY GRADED
 FR0982'ROAD (MAIN-TRAVELED ROAD), EAST-NORTHEAST AND NORTH
 FR0982'3.6 MILES TO HIGH ROAD SUMMIT, (COLORADO RIVER CANYONS
 FR0982'VISIBLE TO THE NORTH, STATION IS VISIBLE FROM HERE ON
 FR0982'THE DOUBLE PEAK ABOUT 2 MILES AIRLINE TO THE
 FR0982'NORTH-NORTHWEST), CONTINUE DOWN GRADE ON MAIN-TRAVELED
 FR0982'ROAD, NORTH, 2.7 MILES TO EDGE OF HIGH CANYON RIM, (0.7 MILE
 FR0982'BEFORE REACHING RIM OF A CIVILIAN CONSERVATION CORPS CAMP
 FR0982'CAN BE SEEN ABOUT 0.75 MILE EAST OF ROAD), TURN OFF ROAD
 FR0982'AT CANYON RIM.  STATION IS LOCATED ON FIRST AND MOST
 FR0982'PROMINENT PEAK WEST OF POINT WHERE ROAD REACHED RIM OF
 FR0982'CANYON.  DRIVE WESTERLY ALONG RIM ACROSS OPEN FLATS 1.0 MILE
 FR0982'TO SOUTHEAST BASE OF HILL AND END OF TRUCK TRAVEL.  FROM END
 FR0982'OF TRUCK TRAVEL PACK NORTHWEST UP HILL ABOUT 0.4 MILE TO
 FR0982'HIGHEST POINT AND STATION.  A 30-MINUTE PACK.  THE GRADING
 FR0982'ON THE LAST 4 MILES OF ROAD TO STATION HAS NOT BEEN COMPLETED
 FR0982'AT THIS TIME AND WAS VERY ROUGH GOING.
 FR0982'
 FR0982'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FR0982
 FR0982                          STATION RECOVERY (1955)
 FR0982
 FR0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FR0982'THE STATION WAS NOT VISITED.  THE DIRECTIONS TO REACH THE
 FR0982'STATION WERE FOLLOWED, AND A STAND WAS SEEN ON THE HIGHEST
 FR0982'POINT OF THE MOUNTAIN.
 FR0982
 FR0982                          STATION RECOVERY (1972)
 FR0982
 FR0982'RECOVERY NOTE BY LA WTR AND PWR COMM 1972
 FR0982'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0279 ***********************************************************************
 GO0279  DESIGNATION -  VISTA
 GO0279  PID         -  GO0279
 GO0279  STATE/COUNTY-  AZ/APACHE
 GO0279  USGS QUAD   -  WHITE AREA CANYON (1982)
 GO0279
 GO0279                         *CURRENT SURVEY CONTROL
 GO0279  ___________________________________________________________________
 GO0279* NAD 83(1992)-  36 39 40.17351(N)    109 28 06.90215(W)     ADJUSTED  
 GO0279* NAVD 88     -      1919.1    (meters)    6296.     (feet)  VERTCON   
 GO0279  ___________________________________________________________________
 GO0279  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 GO0279  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 GO0279  HORZ ORDER  -  THIRD
 GO0279
 GO0279.The horizontal coordinates were established by classical geodetic methods
 GO0279.and adjusted by the National Geodetic Survey in August 1993.
 GO0279
 GO0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0279
 GO0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0279
 GO0279.The geoid height was determined by GEOID03.
 GO0279
 GO0279;                    North         East     Units Scale Factor Converg.
 GO0279;SPC AZ E     -   628,098.193   275,766.353   MT  0.99994797   +0 25 00.6
 GO0279;SPC AZ E     - 2,060,689.61    904,745.25   iFT  0.99994797   +0 25 00.6
 GO0279;UTM  12      - 4,058,377.016   636,866.338   MT  0.99983078   +0 54 52.3
 GO0279
 GO0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0279!SPC AZ E     -   0.99970213  x   0.99994797  =   0.99965011
 GO0279!UTM  12      -   0.99970213  x   0.99983078  =   0.99953296
 GO0279
 GO0279:                Primary Azimuth Mark                     Grid Az
 GO0279:SPC AZ E     -  RUIN                                     051 36 35.7
 GO0279:UTM  12      -  RUIN                                     051 06 44.0
 GO0279
 GO0279|---------------------------------------------------------------------|
 GO0279| PID    Reference Object                     Distance      Geod. Az  |
 GO0279|                                                           dddmmss.s |
 GO0279| GO0272 RUIN                                APPROX. 7.3 KM 0520136.3 |
 GO0279|---------------------------------------------------------------------|
 GO0279
 GO0279                          SUPERSEDED SURVEY CONTROL
 GO0279
 GO0279  NAD 83(1992)-  36 39 40.17153(N)    109 28 06.90222(W) AD(       ) 3
 GO0279  NAD 83(1986)-  36 39 40.17078(N)    109 28 06.90193(W) AD(       ) 3
 GO0279  NGVD 29 (08/22/88) 1918.1    (m)         6293.     (f) VERT ANG    3  
 GO0279
 GO0279.Superseded values are not recommended for survey control.
 GO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0279.See file dsdata.txt to determine how the superseded data were derived.
 GO0279
 GO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3686658377(NAD 83)
 GO0279_MARKER: DS = TRIANGULATION STATION DISK
 GO0279_SETTING: 0 = UNSPECIFIED SETTING
 GO0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0279
 GO0279  HISTORY     - Date     Condition        Report By
 GO0279  HISTORY     - 1949     MONUMENTED       USGS
 GO0279
 GO0279                          STATION DESCRIPTION
 GO0279
 GO0279'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0279'LOCATED ABOUT 12 MI ESE. OF ROCK POINT TRADING POST, 0.2 MI NE.
 GO0279'OF SHARP POINT OVERLOOKING LUKACHUKAI VALLEY.  ON HIGH
 GO0279'PARTIALLY-TIMBERED MESA, ON HIGHEST SOUTHWEST CREST OF MESA.
 GO0279'
 GO0279'TO REACH FROM ROCK POINT TRADING POST, DRIVE 0.2 MI N. AND TURN
 GO0279'RIGHT TOWARDS SHIPROCK.  DRIVE 6.4 MI NE. ON SHIPROCK RD.  TURN
 GO0279'RIGHT 0.5 MI SE. TO WINDMILL AND TANK, CONTINUE 6.4 MI SE. ALONG
 GO0279'MINE RD.  TURN RIGHT 0.3 MI SW. ON DIM RD.  LEAVE RD. 0.8 MI W.
 GO0279'TO DIM RD.  TURN RIGHT 0.5 MI NW. TO RD. FORKS.  TURN SHARP LEFT
 GO0279'2.1 MI SW. TO HOGANS.  FOLLOW DIM RD. 0.5 MI W. ALONG SOUTH RIM.
 GO0279'LEAVE RD. 1.5 MI W. ALONG SAND CLUMP TOP TO HIGHEST POINT.
 GO0279'
 GO0279'STATION MARK--STANDARD TABLET STAMPED---VISTA 1949---, CEMENTED IN
 GO0279'CEDAR STUMP ABOUT 0.3 FT ABOVE GROUND.
 GO0279'
 GO0279'RM 1--CENTER OF TRIANGLE FORMED BY NAILS AT BASE OF LARGE CEDAR
 GO0279'TREE, 1.0 FT ABOVE GROUND.
 GO0279'
 GO0279'RM 2--CENTER OF TRIANGLE FORMED BY NAILS IN BASE OF SMALL CEDAR
 GO0279'TREE, 0.5 FT ABOVE GROUND.
 GO0279'
 GO0279'1978 RECV FROM FORM 9-1165--CEDAR STUMP FOUND WITH STATION MARK
 GO0279'REMOVED.  RMS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1386 ***********************************************************************
 CZ1386  DESIGNATION -  VISTA AZ MK
 CZ1386  PID         -  CZ1386
 CZ1386  STATE/COUNTY-  AZ/PINAL
 CZ1386  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1386
 CZ1386                         *CURRENT SURVEY CONTROL
 CZ1386  ___________________________________________________________________
 CZ1386* NAD 83(1986)-  32 58 06.     (N)    111 43 30.     (W)     SCALED    
 CZ1386* NAVD 88     -       461.13   (+/-2cm)    1512.9    (feet)  VERTCON   
 CZ1386  ___________________________________________________________________
 CZ1386  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CZ1386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1386
 CZ1386.The horizontal coordinates were scaled from a topographic map and have
 CZ1386.an estimated accuracy of +/- 6 seconds.
 CZ1386
 CZ1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1386.The vertical order pertains to the NGVD 29 superseded value.
 CZ1386
 CZ1386.The geoid height was determined by GEOID03.
 CZ1386
 CZ1386;                    North         East    Units  Estimated Accuracy
 CZ1386;SPC AZ C     -   218,260.      231,280.      MT  (+/- 180 meters Scaled)
 CZ1386
 CZ1386                          SUPERSEDED SURVEY CONTROL
 CZ1386
 CZ1386  NGVD 29 (??/??/92)  460.589  (m)         1511.12   (f) ADJ UNCH    2 0
 CZ1386
 CZ1386.Superseded values are not recommended for survey control.
 CZ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1386.See file dsdata.txt to determine how the superseded data were derived.
 CZ1386
 CZ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB322480(NAD 83)
 CZ1386_MARKER: DZ = AZIMUTH MARK DISK
 CZ1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1386_STAMPING: VISTA 1962
 CZ1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1386+STABILITY: SURFACE MOTION
 CZ1386
 CZ1386  HISTORY     - Date     Condition        Report By
 CZ1386  HISTORY     - 1962     MONUMENTED       CGS
 CZ1386  HISTORY     - 20070214 MARK NOT FOUND   GEOCAC
 CZ1386
 CZ1386                          STATION DESCRIPTION
 CZ1386
 CZ1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1386'8.50 MI NE FROM CASA GRANDE.
 CZ1386'6.5 MILES NORTHEAST ALONG STATE 93 FROM THE POST OFFICE AT CASA
 CZ1386'GRANDE, THENCE 1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.15 MILES
 CZ1386'NORTHWEST ALONG A TRACK ROAD TO THE MARK, 2.7 FT. WEST OF A STEEL
 CZ1386'WITNESS POST, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CZ1386'PROJECTING 6 INCHES.
 CZ1386
 CZ1386                          STATION RECOVERY (2007)
 CZ1386
 CZ1386'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1385 ***********************************************************************
 CZ1385  DESIGNATION -  VISTA RM 1
 CZ1385  PID         -  CZ1385
 CZ1385  STATE/COUNTY-  AZ/PINAL
 CZ1385  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1385
 CZ1385                         *CURRENT SURVEY CONTROL
 CZ1385  ___________________________________________________________________
 CZ1385* NAD 83(1986)-  32 58 22.     (N)    111 43 43.     (W)     SCALED    
 CZ1385* NAVD 88     -       464.40   (+/-2cm)    1523.6    (feet)  VERTCON   
 CZ1385  ___________________________________________________________________
 CZ1385  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1385
 CZ1385.The horizontal coordinates were scaled from a topographic map and have
 CZ1385.an estimated accuracy of +/- 6 seconds.
 CZ1385
 CZ1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1385.The vertical order pertains to the NGVD 29 superseded value.
 CZ1385
 CZ1385.The geoid height was determined by GEOID03.
 CZ1385
 CZ1385;                    North         East    Units  Estimated Accuracy
 CZ1385;SPC AZ C     -   218,750.      230,940.      MT  (+/- 180 meters Scaled)
 CZ1385
 CZ1385                          SUPERSEDED SURVEY CONTROL
 CZ1385
 CZ1385  NGVD 29 (??/??/92)  463.854  (m)         1521.83   (f) ADJ UNCH    2 0
 CZ1385
 CZ1385.Superseded values are not recommended for survey control.
 CZ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1385.See file dsdata.txt to determine how the superseded data were derived.
 CZ1385
 CZ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB319485(NAD 83)
 CZ1385_MARKER: DR = REFERENCE MARK DISK
 CZ1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1385_STAMPING: VISTA NO. 1 1962
 CZ1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1385+STABILITY: SURFACE MOTION
 CZ1385
 CZ1385  HISTORY     - Date     Condition        Report By
 CZ1385  HISTORY     - 1962     MONUMENTED       CGS
 CZ1385  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1385
 CZ1385                          STATION DESCRIPTION
 CZ1385
 CZ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1385'8.85 MI NE FROM CASA GRANDE.
 CZ1385'6.5 MILES NORTHEAST ALONG STATE 93 FROM THE POST OFFICE AT CASA
 CZ1385'GRANDE, THENCE 1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILES
 CZ1385'NORTHWEST ALONG A TRACK ROAD TO THE MARK, 150.5 FT. NORTHEAST OF
 CZ1385'STATION VISTA, 1.0 FT. SOUTHEAST OF A YELLOW WOODEN WITNESS POST,
 CZ1385'150.0 FT. NORTHEAST OF A STEEL WITNESS POST, A STANDARD DISK SET IN
 CZ1385'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CZ1385
 CZ1385                          STATION RECOVERY (2007)
 CZ1385
 CZ1385'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1385'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1383 ***********************************************************************
 CZ1383  DESIGNATION -  VISTA RM 2
 CZ1383  PID         -  CZ1383
 CZ1383  STATE/COUNTY-  AZ/PINAL
 CZ1383  USGS QUAD   -  CASA GRANDE EAST (1992)
 CZ1383
 CZ1383                         *CURRENT SURVEY CONTROL
 CZ1383  ___________________________________________________________________
 CZ1383* NAD 83(1986)-  32 58 22.     (N)    111 43 43.     (W)     SCALED    
 CZ1383* NAVD 88     -       464.17   (+/-2cm)    1522.9    (feet)  VERTCON   
 CZ1383  ___________________________________________________________________
 CZ1383  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1383
 CZ1383.The horizontal coordinates were scaled from a topographic map and have
 CZ1383.an estimated accuracy of +/- 6 seconds.
 CZ1383
 CZ1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1383.The vertical order pertains to the NGVD 29 superseded value.
 CZ1383
 CZ1383.The geoid height was determined by GEOID03.
 CZ1383
 CZ1383;                    North         East    Units  Estimated Accuracy
 CZ1383;SPC AZ C     -   218,750.      230,940.      MT  (+/- 180 meters Scaled)
 CZ1383
 CZ1383                          SUPERSEDED SURVEY CONTROL
 CZ1383
 CZ1383  NGVD 29 (??/??/92)  463.623  (m)         1521.07   (f) ADJ UNCH    2 0
 CZ1383
 CZ1383.Superseded values are not recommended for survey control.
 CZ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1383.See file dsdata.txt to determine how the superseded data were derived.
 CZ1383
 CZ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB319485(NAD 83)
 CZ1383_MARKER: DR = REFERENCE MARK DISK
 CZ1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1383_STAMPING: VISTA NO. 2 1962
 CZ1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1383+STABILITY: SURFACE MOTION
 CZ1383
 CZ1383  HISTORY     - Date     Condition        Report By
 CZ1383  HISTORY     - 1962     MONUMENTED       CGS
 CZ1383  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 CZ1383
 CZ1383                          STATION DESCRIPTION
 CZ1383
 CZ1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CZ1383'8.85 MI NE FROM CASA GRANDE.
 CZ1383'6.5 MILES NORTHEAST ALONG STATE 93 FROM THE POST OFFICE AT CASA
 CZ1383'GRANDE, THENCE 1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.5 MILES
 CZ1383'NORTHWEST ALONG A TRACK ROAD TO THE MARK, 67.7 FT. NORTHWEST OF
 CZ1383'STATION VISTA, 1.0 FT. SOUTH OF A YELLOW WOODEN WITNESS POST, 46.6 FT
 CZ1383'NORTHWEST OF A STEEL WITNESS POST, A STANDARD DISK SET IN TOP OF A
 CZ1383'CONCRETE POST PROJECTING 3 INCHES.
 CZ1383
 CZ1383                          STATION RECOVERY (2007)
 CZ1383
 CZ1383'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1383'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2152 ***********************************************************************
 CZ2152  DESIGNATION -  VOLCANIC
 CZ2152  PID         -  CZ2152
 CZ2152  STATE/COUNTY-  AZ/PINAL
 CZ2152  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ2152
 CZ2152                         *CURRENT SURVEY CONTROL
 CZ2152  ___________________________________________________________________
 CZ2152* NAD 83(1992)-  32 31 53.98616(N)    111 40 44.18302(W)     ADJUSTED  
 CZ2152* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 CZ2152  ___________________________________________________________________
 CZ2152  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 CZ2152  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ2152  HORZ ORDER  -  SECOND
 CZ2152
 CZ2152.The horizontal coordinates were established by classical geodetic methods
 CZ2152.and adjusted by the National Geodetic Survey in August 1993.
 CZ2152
 CZ2152.The orthometric height was scaled from a topographic map.
 CZ2152
 CZ2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2152
 CZ2152.The geoid height was determined by GEOID03.
 CZ2152
 CZ2152;                    North         East     Units Scale Factor Converg.
 CZ2152;SPC AZ C     -   169,842.915   235,690.770   MT  0.99990615   +0 07 40.2
 CZ2152;SPC AZ C     -   557,227.41    773,263.68   iFT  0.99990615   +0 07 40.2
 CZ2152;UTM  12      - 3,599,572.134   436,242.688   MT  0.99965012   -0 21 54.4
 CZ2152
 CZ2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2152!SPC AZ C     -   0.99989727  x   0.99990615  =   0.99980343
 CZ2152!UTM  12      -   0.99989727  x   0.99965012  =   0.99954743
 CZ2152
 CZ2152|---------------------------------------------------------------------|
 CZ2152| PID    Reference Object                     Distance      Geod. Az  |
 CZ2152|                                                           dddmmss.s |
 CZ2152| CH5659 VOLCANIC RM 1                        14.620 METERS 17704     |
 CZ2152| CH5660 VOLCANIC RM 2                        17.840 METERS 23051     |
 CZ2152| CH5658 VOLCANIC AZ MK                                     3332340.0 |
 CZ2152|---------------------------------------------------------------------|
 CZ2152
 CZ2152                          SUPERSEDED SURVEY CONTROL
 CZ2152
 CZ2152  NAD 83(1986)-  32 31 53.98046(N)    111 40 44.18234(W) AD(       ) 2
 CZ2152  NAD 27      -  32 31 53.73300(N)    111 40 41.73700(W) AD(       ) 2
 CZ2152
 CZ2152.Superseded values are not recommended for survey control.
 CZ2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2152.See file dsdata.txt to determine how the superseded data were derived.
 CZ2152
 CZ2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA3624399572(NAD 83)
 CZ2152_MARKER: DS = TRIANGULATION STATION DISK
 CZ2152_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2152
 CZ2152  HISTORY     - Date     Condition        Report By
 CZ2152  HISTORY     - 1936     MONUMENTED       CGS
 CZ2152  HISTORY     - 1972     GOOD             AZHD
 CZ2152
 CZ2152                          STATION DESCRIPTION
 CZ2152
 CZ2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2152'ABOUT 15 MILES SOUTH AND 7 MILES WEST OF ELOY, AND 11 MILES
 CZ2152'NORTHWEST OF SILVERBELL, IN SEC. 30, T. 10, S., R. 7 E., ON THE
 CZ2152'TOP OF A HILL ABOUT 400 FEET HIGH CONSISTING OF DECOMPOSED
 CZ2152'GRANITE, THE THIRD AND LARGEST OF THREE HILLS JUST NORTH OF A
 CZ2152'LARGE MOUNTAIN.  THERE IS A CONE-SHAPED HILL WITH TWO SMALLER
 CZ2152'HILLS ABOUT 1 MILE NORTH OF THE STATION.  MARKED BY A STANDARD
 CZ2152'BRONZE DISK.  REFERENCE MARK NO. 1, A
 CZ2152'STANDARD BRONZE REFERENCE DISK IS 14.620 METERS
 CZ2152'(47.97 FEET) FROM STATION S 02 DEG 55 MIN E.
 CZ2152'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ2152'IS 17.062 METERS (55.98 FEET) FROM STATION
 CZ2152'S 50 DEG 51 MIN W.  THE AZIMUTH MARK IS A GENERAL LAND OFFICE
 CZ2152'PIPE WITH BRONZE CAP STAMPED T. 10 S., R. 6 AND 7 E., 1915,
 CZ2152'120 YARDS SOUTHEAST OF A WHITE BUILDING AND 1.0 MILE FROM
 CZ2152'STATION N 26 DEG 36 MIN W.
 CZ2152
 CZ2152                          STATION RECOVERY (1972)
 CZ2152
 CZ2152'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ2152'GENERAL LOCATION RECOV AS DESCRIBED
 CZ2152'
 CZ2152'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND
 CZ2152'IN GOOD CONDITION.
 CZ2152'
 CZ2152'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0671 ***********************************************************************
 FQ0671  DESIGNATION -  VOLUNTEER MT LOOKOUT
 FQ0671  PID         -  FQ0671
 FQ0671  STATE/COUNTY-  AZ/COCONINO
 FQ0671  USGS QUAD   -  GARLAND PRAIRIE (1974)
 FQ0671
 FQ0671                         *CURRENT SURVEY CONTROL
 FQ0671  ___________________________________________________________________
 FQ0671* NAD 83(1992)-  35 13 04.85010(N)    111 53 43.90258(W)     ADJUSTED  
 FQ0671* NAVD 88     -      2456.     (meters)    8058.     (feet)  SCALED    
 FQ0671  ___________________________________________________________________
 FQ0671  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 FQ0671  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0671  HORZ ORDER  -  SECOND
 FQ0671
 FQ0671.The horizontal coordinates were established by classical geodetic methods
 FQ0671.and adjusted by the National Geodetic Survey in August 1993.
 FQ0671
 FQ0671.The orthometric height was scaled from a topographic map.
 FQ0671
 FQ0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0671
 FQ0671.The geoid height was determined by GEOID03.
 FQ0671
 FQ0671;                    North         East     Units Scale Factor Converg.
 FQ0671;SPC AZ C     -   467,759.027   215,284.341   MT  0.99990005   +0 00 43.9
 FQ0671;SPC AZ C     - 1,534,642.48    706,313.45   iFT  0.99990005   +0 00 43.9
 FQ0671;UTM  12      - 3,897,587.747   418,497.759   MT  0.99968186   -0 30 59.3
 FQ0671
 FQ0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0671!SPC AZ C     -   0.99961828  x   0.99990005  =   0.99951837
 FQ0671!UTM  12      -   0.99961828  x   0.99968186  =   0.99930026
 FQ0671
 FQ0671                          SUPERSEDED SURVEY CONTROL
 FQ0671
 FQ0671  NAD 83(1986)-  35 13 04.84824(N)    111 53 43.89889(W) AD(       ) 2
 FQ0671  NAD 27      -  35 13 04.80580(N)    111 53 41.30780(W) AD(       ) 2
 FQ0671
 FQ0671.Superseded values are not recommended for survey control.
 FQ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0671.See file dsdata.txt to determine how the superseded data were derived.
 FQ0671
 FQ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1849897588(NAD 83)
 FQ0671_MARKER: DD = SURVEY DISK
 FQ0671_SETTING: 80 = SET IN A BOULDER
 FQ0671_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FQ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0671+STABILITY: SURFACE MOTION
 FQ0671
 FQ0671  HISTORY     - Date     Condition        Report By
 FQ0671  HISTORY     - 1958     MONUMENTED       USFS
 FQ0671
 FQ0671                          STATION DESCRIPTION
 FQ0671
 FQ0671'DESCRIBED BY US FOREST SERVICE 1958 (RCM)
 FQ0671'THE STATION IS UNDER THE APPROXIMATE CENTER OF THE VOLUNTEER
 FQ0671'MOUNTAIN FIRE LOOKOUT TOWER, WHICH IS AN ALL WOOD STRUCTURE
 FQ0671'ON THE PEAK OF VOLUNTEER MOUNTAIN.  IT IS ABOUT 4 MILES SOUTHEAST
 FQ0671'OF PARKS, 4 MILES NORTHWEST OF THE MAIN ENTRANCE TO THE NAVAJO
 FQ0671'ORDNANCE DEPOT AND 2 MILES SOUTH OF U.S. HIGHWAY 66 AND 89.
 FQ0671'
 FQ0671'TO REACH THE STATION FROM THE MAIN GATE OF THE NAVAJO ORDNANCE
 FQ0671'DEPOT, TURN RIGHT ON THE FIRST ROAD AFTER PASSING THE GATE
 FQ0671'GUARD-HOUSE AND FOLLOW THE PAVEMENT WEST FOR 0.5 MILE TO A FORK.
 FQ0671'TAKE THE RIGHT FORK FOR 0.1 MILE TO A FORK, KEEP STRAIGHT
 FQ0671'AHEAD FOR 0.7 MILE TO A FORK, KEEP STRAIGHT AHEAD FOLLOWING THE
 FQ0671'GUARD FENCE WESTERLY FOR 1.3 MILES TO AN INTERSECTING ROAD
 FQ0671'AND SIGN NOD INDIAN VILLAGE.  CONTINUE AHEAD ALONG THE FENCE
 FQ0671'FOR 2.7 MILES TO A CINDER ROAD AND METAL GATE ON THE RIGHT,
 FQ0671'GO THROUGH THE GATE AND FOLLOW THE ROAD UP THE WINDING GRADE
 FQ0671'TO THE TOP OF THE HILL AND THE STATION.
 FQ0671'
 FQ0671'THE STATION MARK IS A FOREST SERVICE DISK STAMPED FIRE CONTROL
 FQ0671'VOLUNTEER SEEN AREA MAP PT 88 1939, SET IN A DRILL HOLE IN A
 FQ0671'BOULDER THAT PROJECTS 3 FEET.  IT IS AT THE FOOT OF THE STEPS
 FQ0671'LEADING TO THE TRAP-DOOR IN THE LOOKOUT HOUSE AND IS 10.36
 FQ0671'FEET (3.157 METERS) NORTH OF TRIANGULATION STATION VOLUNTEER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AJ5637 ***********************************************************************
 AJ5637  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5637  DESIGNATION -  VORTEX
 AJ5637  PID         -  AJ5637
 AJ5637  STATE/COUNTY-  AZ/YAVAPAI
 AJ5637  USGS QUAD   -  SEDONA (1969)
 AJ5637
 AJ5637                         *CURRENT SURVEY CONTROL
 AJ5637  ___________________________________________________________________
 AJ5637* NAD 83(2007)-  34 50 46.53562(N)    111 49 41.94433(W)     ADJUSTED  
 AJ5637* NAVD 88     -      1360.98   (meters)    4465.1    (feet)  GPS OBS   
 AJ5637  ___________________________________________________________________
 AJ5637  EPOCH DATE  -        2007.00
 AJ5637  X           -  -1,948,850.580 (meters)                     COMP
 AJ5637  Y           -  -4,865,498.611 (meters)                     COMP
 AJ5637  Z           -   3,624,646.030 (meters)                     COMP
 AJ5637  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 AJ5637  ELLIP HEIGHT-        1336.286 (meters)          (02/10/07) ADJUSTED
 AJ5637  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AJ5637
 AJ5637  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5637  Type    PID    Designation                      North   East  Ellip
 AJ5637  -------------------------------------------------------------------
 AJ5637  NETWORK AJ5637 VORTEX                            0.33   0.27   0.67
 AJ5637  -------------------------------------------------------------------
 AJ5637
 AJ5637.The horizontal coordinates were established by GPS observations
 AJ5637.and adjusted by the National Geodetic Survey in February 2007.
 AJ5637
 AJ5637.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5637.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5637.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5637.The epoch date for horizontal control is a decimal equivalence
 AJ5637.of Year/Month/Day.
 AJ5637
 AJ5637.The orthometric height was determined by GPS observations and a
 AJ5637.high-resolution geoid model.
 AJ5637.The orthometric height was determined by GPS observations and a
 AJ5637.high-resolution geoid model using precise GPS observation and
 AJ5637.processing techniques.
 AJ5637
 AJ5637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5637
 AJ5637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5637
 AJ5637.The ellipsoidal height was determined by GPS observations
 AJ5637.and is referenced to NAD 83.
 AJ5637
 AJ5637.The geoid height was determined by GEOID03.
 AJ5637
 AJ5637;                    North         East     Units Scale Factor Converg.
 AJ5637;SPC AZ C     -   426,523.682   221,439.449   MT  0.99990080   +0 03 01.7
 AJ5637;SPC AZ C     - 1,399,355.91    726,507.38   iFT  0.99990080   +0 03 01.7
 AJ5637;UTM  12      - 3,856,306.866   424,272.599   MT  0.99967068   -0 28 23.9
 AJ5637
 AJ5637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5637!SPC AZ C     -   0.99979029  x   0.99990080  =   0.99969111
 AJ5637!UTM  12      -   0.99979029  x   0.99967068  =   0.99946104
 AJ5637
 AJ5637                          SUPERSEDED SURVEY CONTROL
 AJ5637
 AJ5637  NAD 83(1992)-  34 50 46.53509(N)    111 49 41.94400(W) AD(       ) A
 AJ5637  ELLIP H (10/04/01) 1336.283  (m)                       GP(       ) 3 2
 AJ5637
 AJ5637.Superseded values are not recommended for survey control.
 AJ5637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5637.See file dsdata.txt to determine how the superseded data were derived.
 AJ5637
 AJ5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2427356307(NAD 83)
 AJ5637_MARKER: DD = SURVEY DISK
 AJ5637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5637_STAMPING: VORTEX 2001
 AJ5637_MARK LOGO: NONE  
 AJ5637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5637+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AJ5637
 AJ5637  HISTORY     - Date     Condition        Report By
 AJ5637  HISTORY     - 20010205 MONUMENTED       SHEPH
 AJ5637  HISTORY     - 20031201 GOOD             NGS
 AJ5637  HISTORY     - 20031215 GOOD             SHEPH
 AJ5637
 AJ5637                          STATION DESCRIPTION
 AJ5637
 AJ5637'DESCRIBED BY SHEPHARD-WESNITZER INC 2001 (CRR)
 AJ5637'THE STATION IS LOCATED IN YAVAPAI COUNTY ADJACENT TO THE RED ROCK
 AJ5637'HIGH SCHOOL IN WEST SEDONA.
 AJ5637'
 AJ5637'TO REACH THE STATION FORM THE INTERSECTION OF STATE HIGHWAY 179
 AJ5637'AND STATE HIGHWAY 89A IN SEDONA, PROCEED WESTERLY ON 89A FOR 7.2
 AJ5637'KM (4.5 MILES) TO THE INTERSECTION OF UPPER RED ROCK LOOP ROAD.
 AJ5637'TURN LEFT AND PROCEED 0.3 KM (0.2 MILES) TO THE ENTRANCE OF THE
 AJ5637'ADMINISTRATION BUILDING OF RED ROCK SENIOR HIGH SCHOOL.  TURN RIGH
 AJ5637'INTO THE DRIVEWAY AND INTO THE FOREST SERVICE TRAILHEAD PARLING
 AJ5637'LOT ON THE LEFT.
 AJ5637'
 AJ5637'THE STATION IS 14 M (46 FT) EAST OF THE NORTH CORNER OF THE TARMAC,
 AJ5637'AND 0.5 M (1.7 FT) FROM A METAL WITNESS POST.  THE STATION IS AN
 AJ5637'ALUMINUM DISK STAMPED VORTEX 2001, SET IN CONCRETE DIRECTLY
 AJ5637'ON NATURAL ROCK.
 AJ5637'
 AJ5637'
 AJ5637
 AJ5637                          STATION RECOVERY (2003)
 AJ5637
 AJ5637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AJ5637'THE STATION IS LOCATED AT N EDGE OF COCONINO NATIONAL FOREST, JUST S
 AJ5637'OF RED ROCK HIGH SCHOOL, SEDONA, AZ.  IT IS 4.9 MI NW OF BELL ROCK
 AJ5637'(BUTTE).  TO ACCESS FROM INTERSECTION OF AZ 179 AND AZ 89A (= SI BIRCH
 AJ5637'MEMORIAL HWY AND FORMER US 89A) AT POST OFFICE, GO W (S-BOUND) ON AZ
 AJ5637'89A FOR 4.25 MI TO MP 370.  TURN S (LEFT) ONTO UPPER RED ROCK LOOP
 AJ5637'ROAD AND GO 0.35 MI TO 3RD ENTRANCE TO RRHS.  TURN S (RIGHT) AND GO
 AJ5637'0.05 MI TO TRAIL HEAD ON LEFT AND STATION.  STATION IS 68.6 M E OF SE
 AJ5637'CORNER OF RRHS BLDG B, 69.5 M SE OF NE CORNER OF BLDG, 13.8 M E OF NE
 AJ5637'CORNER OF TRAILHEAD PARKING, 57.3 M (SLOPE) SSW OF CENTER OF ROAD AND
 AJ5637'0.5 M SW OF SIGNLESS WITNESS POST.  DISK IS SET INTO 0.4 M CONCRETE
 AJ5637'POST SET ONTO BEDROCK 0.35 M BELOW.  131 M SE OF SECTION CORNER, SECS
 AJ5637'15, 16, 21 AND 22, T17N, R5E.  NN 507, SE DONA VORTEX.
 AJ5637
 AJ5637                          STATION RECOVERY (2003)
 AJ5637
 AJ5637'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003
 AJ5637'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1503 ***********************************************************************
 DA1503  DESIGNATION -  VOWAN
 DA1503  PID         -  DA1503
 DA1503  STATE/COUNTY-  AZ/PIMA
 DA1503  USGS QUAD   -  HOTASON VO (1990)
 DA1503
 DA1503                         *CURRENT SURVEY CONTROL
 DA1503  ___________________________________________________________________
 DA1503* NAD 83(1992)-  32 12 23.47878(N)    112 34 19.70781(W)     ADJUSTED  
 DA1503* NAVD 88     -       663.5    (meters)    2177.     (feet)  VERTCON   
 DA1503  ___________________________________________________________________
 DA1503  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DA1503  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA1503  HORZ ORDER  -  SECOND
 DA1503
 DA1503.The horizontal coordinates were established by classical geodetic methods
 DA1503.and adjusted by the National Geodetic Survey in August 1993.
 DA1503
 DA1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1503
 DA1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1503
 DA1503.The geoid height was determined by GEOID03.
 DA1503
 DA1503;                    North         East     Units Scale Factor Converg.
 DA1503;SPC AZ C     -   133,954.050   151,566.993   MT  0.99994707   -0 20 57.7
 DA1503;SPC AZ C     -   439,481.79    497,267.04   iFT  0.99994707   -0 20 57.7
 DA1503;UTM  12      - 3,564,411.074   351,828.598   MT  0.99987075   -0 50 17.0
 DA1503
 DA1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1503!SPC AZ C     -   0.99990074  x   0.99994707  =   0.99984782
 DA1503!UTM  12      -   0.99990074  x   0.99987075  =   0.99977150
 DA1503
 DA1503|---------------------------------------------------------------------|
 DA1503| PID    Reference Object                     Distance      Geod. Az  |
 DA1503|                                                           dddmmss.s |
 DA1503| CH5661 VOWAN RM 1                           17.052 METERS 09713     |
 DA1503| DA1504 CHUAPO                              APPROX. 2.4 KM 2732417.6 |
 DA1503| CH5662 VOWAN RM 2                           12.990 METERS 27516     |
 DA1503|---------------------------------------------------------------------|
 DA1503
 DA1503                          SUPERSEDED SURVEY CONTROL
 DA1503
 DA1503  NAD 83(1986)-  32 12 23.46948(N)    112 34 19.71036(W) AD(       ) 2
 DA1503  NAD 27      -  32 12 23.23879(N)    112 34 17.19312(W) AD(       ) 2
 DA1503  NGVD 29 (07/19/86)  662.8    (m)         2175.     (f) VERT ANG    3  
 DA1503
 DA1503.Superseded values are not recommended for survey control.
 DA1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1503.See file dsdata.txt to determine how the superseded data were derived.
 DA1503
 DA1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA5182964411(NAD 83)
 DA1503_MARKER: DD = SURVEY DISK
 DA1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1503+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2002
 DA1503
 DA1503  HISTORY     - Date     Condition        Report By
 DA1503  HISTORY     - 1979     MONUMENTED       AZDT
 DA1503  HISTORY     - 19990106 GOOD             USPSQD
 DA1503  HISTORY     - 20020407 GOOD             INDIV
 DA1503
 DA1503                          STATION DESCRIPTION
 DA1503
 DA1503'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1503'THE STATION IS ABOUT 20 MILES AIRLINE ESE OF AJO AND 13 MILES WSW OF
 DA1503'THE PAPAGO VILLAGE OF HICKIWAN AND 72 FEET WEST OF THE PAVED ROAD TO
 DA1503'HICKIWAN ALONG S.R. 86.
 DA1503'
 DA1503'THE STATION IS A STANDARD P AND M GS AC SET IN CONCRETE.  THE POST IS
 DA1503'STAMPED VOWAN 1979, AND IS 3 FEET SOUTH OF WESTBOUND R/W FENCE AND
 DA1503'97 FEET NORTH OF CENTERLINE OF HIGHWAY.
 DA1503'
 DA1503'RM 2 IS A STANDARD AGS P AND M ALUMINUM CAP SET IN CONCRETE POST
 DA1503'STAMPED VOWAN RM 2 AND IS 42.6 FEET WNW WITH A WITNESS POST AND SIGN
 DA1503'2.8 FEET NORTH.
 DA1503'
 DA1503'RM 1 IS A STANDARD AGS RM AC EPOXIED 55.96 FEET ESE IN SOUTH END OF
 DA1503'HDWL. CATTLEGUARD AND IS 2.50 FEET SOUTH OF WESTBOUND R/W FENCE AND
 DA1503'IS STAMPED VOWAN RM 1.
 DA1503'
 DA1503'TO REACH THE STATION ON S.R. 86 FROM THE SAN SIMON INDIAN SCHOOL
 DA1503'LOCATED 1.6 MILES WEST OF TRACY, TRAVEL WEST ON S.R. 86 FOR 10.15
 DA1503'MILES TO STATION.  STATION IS LOCATED 98 FEET NORTH OF THE HWY. AND
 DA1503'72 FEET WEST OF THE ROAD TO HICKIWAN.  A DRIVE STATION.
 DA1503
 DA1503                          STATION RECOVERY (1999)
 DA1503
 DA1503'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1503'RECOVERED IN GOOD CONDITION.
 DA1503
 DA1503                          STATION RECOVERY (2002)
 DA1503
 DA1503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 DA1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1755 ***********************************************************************
 CZ1755  DESIGNATION -  VS 11
 CZ1755  PID         -  CZ1755
 CZ1755  STATE/COUNTY-  AZ/GRAHAM
 CZ1755  USGS QUAD   -  BUFORD HILL (1972)
 CZ1755
 CZ1755                         *CURRENT SURVEY CONTROL
 CZ1755  ___________________________________________________________________
 CZ1755* NAD 83(1992)-  32 46 38.65650(N)    110 12 41.61996(W)     ADJUSTED  
 CZ1755* NAVD 88     -      1386.66   (+/-2cm)    4549.4    (feet)  VERTCON   
 CZ1755  ___________________________________________________________________
 CZ1755  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 CZ1755  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CZ1755  HORZ ORDER  -  FIRST
 CZ1755  VERT ORDER  -  THIRD (See Below)
 CZ1755
 CZ1755.The horizontal coordinates were established by classical geodetic methods
 CZ1755.and adjusted by the National Geodetic Survey in August 1993.
 CZ1755
 CZ1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1755.The vertical order pertains to the NGVD 29 superseded value.
 CZ1755
 CZ1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1755
 CZ1755.The geoid height was determined by GEOID03.
 CZ1755
 CZ1755;                    North         East     Units Scale Factor Converg.
 CZ1755;SPC AZ E     -   197,068.519   209,154.388   MT  0.99990022   -0 01 27.5
 CZ1755;SPC AZ E     -   646,550.26    686,202.06   iFT  0.99990022   -0 01 27.5
 CZ1755;UTM  12      - 3,626,885.485   573,838.038   MT  0.99966723   +0 25 36.7
 CZ1755
 CZ1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1755!SPC AZ E     -   0.99978656  x   0.99990022  =   0.99968680
 CZ1755!UTM  12      -   0.99978656  x   0.99966723  =   0.99945386
 CZ1755
 CZ1755:                Primary Azimuth Mark                     Grid Az
 CZ1755:SPC AZ E     -  VS 11 AZ MK                              026 32 58.5
 CZ1755:UTM  12      -  VS 11 AZ MK                              026 05 54.3
 CZ1755
 CZ1755|---------------------------------------------------------------------|
 CZ1755| PID    Reference Object                     Distance      Geod. Az  |
 CZ1755|                                                           dddmmss.s |
 CZ1755| CC7604 VS 11 AZ MK                                        0263131.0 |
 CZ1755| CC7605 VS 11 RM 1                            8.366 METERS 18711     |
 CZ1755| CC7606 VS 11 RM 2                            7.338 METERS 28007     |
 CZ1755|---------------------------------------------------------------------|
 CZ1755
 CZ1755                          SUPERSEDED SURVEY CONTROL
 CZ1755
 CZ1755  NAD 83(1986)-  32 46 38.65320(N)    110 12 41.61866(W) AD(       ) 1
 CZ1755  NAD 27      -  32 46 38.41000(N)    110 12 39.31700(W) AD(       ) 1
 CZ1755  NGVD 29 (07/19/86) 1385.93   (m)         4547.0    (f) LEVELING    3  
 CZ1755
 CZ1755.Superseded values are not recommended for survey control.
 CZ1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1755.See file dsdata.txt to determine how the superseded data were derived.
 CZ1755
 CZ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7383826885(NAD 83)
 CZ1755_MARKER: DB = BENCH MARK DISK
 CZ1755_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CZ1755_SP_SET: PREFAB CONC. POST IN EARTH
 CZ1755_STAMPING: VS 11 1936 4547
 CZ1755_MARK LOGO: USFS  
 CZ1755_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1755+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1972
 CZ1755
 CZ1755  HISTORY     - Date     Condition        Report By
 CZ1755  HISTORY     - 1936     MONUMENTED       USFS
 CZ1755  HISTORY     - 1946     GOOD             USFS
 CZ1755  HISTORY     - 19720216 GOOD             USGS
 CZ1755
 CZ1755                          STATION DESCRIPTION
 CZ1755
 CZ1755'DESCRIBED BY US FOREST SERVICE 1946 (CAE)
 CZ1755'THE STATION IS LOCATED BY APPROXIMATE AIRLINE DISTANCES AT
 CZ1755'8-1/2 MILES SE OF KLONDYKE, 4 MILES E OF THE ARAVAIPA RANGER
 CZ1755'STATION, AND 25 MILES WSW OF PIMA, ON THE KLONDYKE-PIMA ROAD.
 CZ1755'
 CZ1755'TO REACH FROM THE JUNCTION OF THE BONITA-KLONDYKE AT PIMA
 CZ1755'ROADS, WHICH IS 8 MILES S OF KLONDYKE, GO E ON THE PIMA
 CZ1755'ROAD FOR 2 MILES AND STATION ON THE RIGHT.
 CZ1755'
 CZ1755'THE STATION MARK IS A STANDARD U.S. FOREST SERVICE BENCH
 CZ1755'MARK, STAMPED VS 11 4547 1936, AND SET IN A 6-INCH SQUARE
 CZ1755'CONCRETE POST THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS
 CZ1755'LOCATED 50 FEET S OF THE CENTER OF THE ROAD AND 7-1/2 FEET E OF
 CZ1755'A 4- BY 4-INCH WHITE WITNESS POST.
 CZ1755'
 CZ1755'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED VS 11
 CZ1755'USFS RM NO 1 1946, AND SET IN 8-INCH-SQUARE CONCRETE POST
 CZ1755'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY
 CZ1755'6 INCHES LOWER THAN THE STATION.
 CZ1755'
 CZ1755'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED VS 11 USES RM
 CZ1755'NO 2 1946, AND SET IN AN 8-INCH-SQUARE POST THAT PROJECTS 3 INCHES
 CZ1755'ABOVE THE GROUND.  IT IS APPROXIMATELY 18 INCHES LOWER THAN
 CZ1755'THE STATION AND LOCATED 37 FEET S OF THE CENTER OF THE ROAD.
 CZ1755'
 CZ1755'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED VS 11 USFS
 CZ1755'BM 1946, AND SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 CZ1755'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED 0.3 MILE E
 CZ1755'OF THE STATION ON THE PIMA ROAD AND 57 PACES SE OF THE CENTER
 CZ1755'OF THE ROAD.  IT IS 48 PACES SE OF A TELEPHONE LINE AND
 CZ1755'8-1/2 FEET NW OF A 4- BY 4-INCH WHITE WITNESS POST.  IT IS
 CZ1755'APPROXIMATELY 1/4 MILE, AIRLINE, NNE OF STATION ON A PROMINENT
 CZ1755'HILL.
 CZ1755'
 CZ1755'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CZ1755
 CZ1755                          STATION RECOVERY (1972)
 CZ1755
 CZ1755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CZ1755'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CZ1755'ALONG U S HIGHWAY 70, THENCE 23.1 MILES SOUTHWEST ALONG A GRADED
 CZ1755'ROAD, ON A SMALL RIDGE, AT THE OUTSIDE OF A CURVE TO THE LEFT AT THE
 CZ1755'JUNCTION OF THE GRADED ROAD AND AN ABANDONED ROAD SOUTHWEST, 75 FEET
 CZ1755'SOUTH AND 38 FEET WEST OF THE JUNCTION, 3 FEET EAST OF A WITNESS
 CZ1755'POST, ABOUT 2 FEET HIGHER THAN THE GRADED ROAD, IN A CONCRETE POST
 CZ1755'PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1261 ***********************************************************************
 CY1261  DESIGNATION -  VS 2
 CY1261  PID         -  CY1261
 CY1261  STATE/COUNTY-  AZ/GRAHAM
 CY1261  USGS QUAD   -  EDEN (1985)
 CY1261
 CY1261                         *CURRENT SURVEY CONTROL
 CY1261  ___________________________________________________________________
 CY1261* NAD 83(1986)-  32 55 10.     (N)    109 58 10.     (W)     SCALED    
 CY1261* NAVD 88     -       938.73   (+/-2cm)    3079.8    (feet)  VERTCON   
 CY1261  ___________________________________________________________________
 CY1261  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY1261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1261
 CY1261.The horizontal coordinates were scaled from a topographic map and have
 CY1261.an estimated accuracy of +/- 6 seconds.
 CY1261
 CY1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1261.The vertical order pertains to the NGVD 29 superseded value.
 CY1261
 CY1261.The geoid height was determined by GEOID03.
 CY1261
 CY1261;                    North         East    Units  Estimated Accuracy
 CY1261;SPC AZ E     -   212,840.      231,810.      MT  (+/- 180 meters Scaled)
 CY1261
 CY1261                          SUPERSEDED SURVEY CONTROL
 CY1261
 CY1261  NGVD 29 (??/??/92)  938.11   (m)         3077.8    (f) COMPUTED    2 0
 CY1261
 CY1261.Superseded values are not recommended for survey control.
 CY1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1261.See file dsdata.txt to determine how the superseded data were derived.
 CY1261
 CY1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB963428(NAD 83)
 CY1261_MARKER: DB = BENCH MARK DISK
 CY1261_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CY1261+WITH SETTING: PAVEMENT
 CY1261_SP_SET: CONCRETE SLAB
 CY1261_STAMPING: VS 2 1936 3078
 CY1261_MARK LOGO: USGS  
 CY1261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1261+STABILITY: SURFACE MOTION
 CY1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1261+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1972
 CY1261
 CY1261  HISTORY     - Date     Condition        Report By
 CY1261  HISTORY     - 1936     MONUMENTED       USGS
 CY1261  HISTORY     - 19720128 GOOD             USGS
 CY1261
 CY1261                          STATION DESCRIPTION
 CY1261
 CY1261'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1261'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1261'ALONG U S HIGHWAY 70, THENCE 4.1 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1261'340 FEET NORTHEAST OF A FENCE EXTEDING TO THE NORTHWEST, 48 FEET
 CY1261'SOUTHEAST AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET
 CY1261'NORTH OF A WITNESS POST, IN A CONCRETE SLAB PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1263 ***********************************************************************
 CY1263  DESIGNATION -  VS 3
 CY1263  PID         -  CY1263
 CY1263  STATE/COUNTY-  AZ/GRAHAM
 CY1263  USGS QUAD   -  EDEN (1985)
 CY1263
 CY1263                         *CURRENT SURVEY CONTROL
 CY1263  ___________________________________________________________________
 CY1263* NAD 83(1986)-  32 53 50.     (N)    109 59 30.     (W)     SCALED    
 CY1263* NAVD 88     -       986.59   (+/-2cm)    3236.8    (feet)  VERTCON   
 CY1263  ___________________________________________________________________
 CY1263  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CY1263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY1263
 CY1263.The horizontal coordinates were scaled from a topographic map and have
 CY1263.an estimated accuracy of +/- 6 seconds.
 CY1263
 CY1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1263.The vertical order pertains to the NGVD 29 superseded value.
 CY1263
 CY1263.The geoid height was determined by GEOID03.
 CY1263
 CY1263;                    North         East    Units  Estimated Accuracy
 CY1263;SPC AZ E     -   210,370.      229,730.      MT  (+/- 180 meters Scaled)
 CY1263
 CY1263                          SUPERSEDED SURVEY CONTROL
 CY1263
 CY1263  NGVD 29 (??/??/92)  985.94   (m)         3234.7    (f) COMPUTED    2 0
 CY1263
 CY1263.Superseded values are not recommended for survey control.
 CY1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1263.See file dsdata.txt to determine how the superseded data were derived.
 CY1263
 CY1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB943403(NAD 83)
 CY1263_MARKER: DB = BENCH MARK DISK
 CY1263_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CY1263+WITH SETTING: PAVEMENT
 CY1263_SP_SET: CONCRETE SLAB
 CY1263_STAMPING: VS 3 1936 3235
 CY1263_MARK LOGO: USGS  
 CY1263_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CY1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1263+STABILITY: SURFACE MOTION
 CY1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1263+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1972
 CY1263
 CY1263  HISTORY     - Date     Condition        Report By
 CY1263  HISTORY     - 1936     MONUMENTED       USGS
 CY1263  HISTORY     - 19720128 GOOD             USGS
 CY1263
 CY1263                          STATION DESCRIPTION
 CY1263
 CY1263'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CY1263'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CY1263'ALONG U S HIGHWAY 70, THENCE 6.1 MILES SOUTHWEST ALONG A GRADED ROAD,
 CY1263'486 FEET SOUTHWEST OF A ROAD FORK NORTHWEST, 177 FEET SOUTHEAST OF
 CY1263'THE CENTERLINE OF THE GRADED ROAD, 54 FEET NORTHWEST AND ABOUT 1.0
 CY1263'FOOT LOWER THAN THE CENTERLINE OF AN ABANDONED ROAD, 3 FEET NORTH OF
 CY1263'A WITNESS POST, IN A CONCRETE SLAB PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1712 ***********************************************************************
 CZ1712  DESIGNATION -  VS 36=4017
 CZ1712  PID         -  CZ1712
 CZ1712  STATE/COUNTY-  AZ/PINAL
 CZ1712  USGS QUAD   -  CLARK RANCH (1972)
 CZ1712
 CZ1712                         *CURRENT SURVEY CONTROL
 CZ1712  ___________________________________________________________________
 CZ1712* NAD 83(1992)-  32 44 42.53117(N)    110 32 01.09641(W)     ADJUSTED  
 CZ1712* NAVD 88     -      1224.89   (+/-2cm)    4018.7    (feet)  VERTCON   
 CZ1712  ___________________________________________________________________
 CZ1712  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 CZ1712  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CZ1712  HORZ ORDER  -  THIRD
 CZ1712  VERT ORDER  -  THIRD ? (See Below)
 CZ1712
 CZ1712.The horizontal coordinates were established by classical geodetic methods
 CZ1712.and adjusted by the National Geodetic Survey in August 1993.
 CZ1712
 CZ1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1712.The vertical order pertains to the NGVD 29 superseded value.
 CZ1712
 CZ1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1712
 CZ1712.The geoid height was determined by GEOID03.
 CZ1712
 CZ1712;                    North         East     Units Scale Factor Converg.
 CZ1712;SPC AZ C     -   194,336.909   342,971.088   MT  1.00010708   +0 44 53.5
 CZ1712;SPC AZ C     -   637,588.28  1,125,233.23   iFT  1.00010708   +0 44 53.5
 CZ1712;UTM  12      - 3,623,130.733   543,690.624   MT  0.99962354   +0 15 08.1
 CZ1712
 CZ1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1712!SPC AZ C     -   0.99981209  x   1.00010708  =   0.99991915
 CZ1712!UTM  12      -   0.99981209  x   0.99962354  =   0.99943570
 CZ1712
 CZ1712|---------------------------------------------------------------------|
 CZ1712| PID    Reference Object                     Distance      Geod. Az  |
 CZ1712|                                                           dddmmss.s |
 CZ1712| CZ1727 4017 RM 1                            16.779 METERS 05245     |
 CZ1712| CZ1728 4017 RM 2                             7.592 METERS 17450     |
 CZ1712| CZ1889 SIGNAL                              APPROX.20.0 KM 2612104.2 |
 CZ1712|---------------------------------------------------------------------|
 CZ1712
 CZ1712                          SUPERSEDED SURVEY CONTROL
 CZ1712
 CZ1712  NAD 83(1986)-  32 44 42.52998(N)    110 32 01.09321(W) AD(       ) 3
 CZ1712  NGVD 29 (05/20/88) 1224.20   (m)         4016.4    (f) LEVELING    3  
 CZ1712
 CZ1712.Superseded values are not recommended for survey control.
 CZ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1712.See file dsdata.txt to determine how the superseded data were derived.
 CZ1712
 CZ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB4369123131(NAD 83)
 CZ1712_MARKER: DD = SURVEY DISK
 CZ1712_SETTING: 80 = SET IN A BOULDER
 CZ1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1712+STABILITY: SURFACE MOTION
 CZ1712
 CZ1712  HISTORY     - Date     Condition        Report By
 CZ1712  HISTORY     - 1946     MONUMENTED       USGS
 CZ1712  HISTORY     - 20060430 POOR             GEOCAC
 CZ1712
 CZ1712                          STATION DESCRIPTION
 CZ1712
 CZ1712'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1712'LOCATED ABOUT 7 MI E. OF MAMMOTH.  100 FT N. OF COPPER SPRING RD.,
 CZ1712'ON FLAT TOP OF RIDGE.
 CZ1712'
 CZ1712'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 0.7 MI E.
 CZ1712'ACROSS SAN PEDRO RIVER TO X-RDS.  CROSS NORTH AND SOUTH RD. AND
 CZ1712'CONTINUE 6.1 MI E. UP WASH ONTO RIDGE TO STATION ON LEFT.
 CZ1712'
 CZ1712'STATION MARK--STANDARD BM TABLET
 CZ1712'STAMPED---VS 36 1936 VA 4010 NO 3 4017---, SET IN LARGE BOULDER.
 CZ1712'
 CZ1712'RM 1--STANDARD RM TABLET STAMPED---4017 1946---, SET IN BOULDER.
 CZ1712'
 CZ1712'RM 2--STANDARD RM TABLET STAMPED---4017 1946---, SET IN BOULDER.
 CZ1712
 CZ1712                          STATION RECOVERY (2006)
 CZ1712
 CZ1712'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ1712'MARKER WAS FOUND AND APPEARS TO HAVE BEEN DRIVEN OVER AS IT IS BROKEN,
 CZ1712'ALL PIECES REMAIN. RMS WERE NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2443 ***********************************************************************
 CZ2443  DESIGNATION -  VS 4
 CZ2443  PID         -  CZ2443
 CZ2443  STATE/COUNTY-  AZ/GRAHAM
 CZ2443  USGS QUAD   -  TELEGRAPH WASH (1972)
 CZ2443
 CZ2443                         *CURRENT SURVEY CONTROL
 CZ2443  ___________________________________________________________________
 CZ2443* NAD 83(1986)-  32 52 56.     (N)    110 01 02.     (W)     SCALED    
 CZ2443* NAVD 88     -      1036.35   (+/-2cm)    3400.1    (feet)  VERTCON   
 CZ2443  ___________________________________________________________________
 CZ2443  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CZ2443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ2443
 CZ2443.The horizontal coordinates were scaled from a topographic map and have
 CZ2443.an estimated accuracy of +/- 6 seconds.
 CZ2443
 CZ2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2443.The vertical order pertains to the NGVD 29 superseded value.
 CZ2443
 CZ2443.The geoid height was determined by GEOID03.
 CZ2443
 CZ2443;                    North         East    Units  Estimated Accuracy
 CZ2443;SPC AZ E     -   208,700.      227,340.      MT  (+/- 180 meters Scaled)
 CZ2443
 CZ2443                          SUPERSEDED SURVEY CONTROL
 CZ2443
 CZ2443  NGVD 29 (??/??/92) 1035.68   (m)         3397.9    (f) COMPUTED    2 0
 CZ2443
 CZ2443.Superseded values are not recommended for survey control.
 CZ2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2443.See file dsdata.txt to determine how the superseded data were derived.
 CZ2443
 CZ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB919386(NAD 83)
 CZ2443_MARKER: DB = BENCH MARK DISK
 CZ2443_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CZ2443+WITH SETTING: PAVEMENT
 CZ2443_SP_SET: CONCRETE SLAB
 CZ2443_STAMPING: VS 4 1936 3398
 CZ2443_MARK LOGO: USGS  
 CZ2443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2443+STABILITY: SURFACE MOTION
 CZ2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2443+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1972
 CZ2443
 CZ2443  HISTORY     - Date     Condition        Report By
 CZ2443  HISTORY     - 1936     MONUMENTED       USGS
 CZ2443  HISTORY     - 19720131 GOOD             USGS
 CZ2443
 CZ2443                          STATION DESCRIPTION
 CZ2443
 CZ2443'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CZ2443'FROM THE POST OFFICE IN PIMA, ARIZONA, PROCEED 6.2 MILES NORTHWEST
 CZ2443'ALONG U S HIGHWAY 70, THENCE 8.0 MILES SOUTHWEST ALONG A GRADED ROAD,
 CZ2443'ABOUT 0.5 MILES NORTHEAST OF A CATTLEGUARD, AT THE OUTSIDE OF A LONG
 CZ2443'CURVE TO THE RIGHT, 64 FEET SOUTHEAST AND ABOUT LEVEL WITH THE
 CZ2443'CENTERLINE OF THE ROAD, 4 FEET NORTH OF A WITNESS POST, IN A CONCRETE
 CZ2443'SLAB PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0678 ***********************************************************************
 ER0678  DESIGNATION -  VT D 46
 ER0678  PID         -  ER0678
 ER0678  STATE/COUNTY-  AZ/NAVAJO
 ER0678  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0678
 ER0678                         *CURRENT SURVEY CONTROL
 ER0678  ___________________________________________________________________
 ER0678* NAD 83(1992)-  34 15 43.28994(N)    109 54 21.48352(W)     ADJUSTED  
 ER0678* NAVD 88     -      2029.64   (+/-2cm)    6658.9    (feet)  VERTCON   
 ER0678  ___________________________________________________________________
 ER0678  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 ER0678  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ER0678  HORZ ORDER  -  THIRD
 ER0678  VERT ORDER  -  THIRD ? (See Below)
 ER0678
 ER0678.The horizontal coordinates were established by classical geodetic methods
 ER0678.and adjusted by the National Geodetic Survey in August 1993.
 ER0678
 ER0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0678.The vertical order pertains to the NGVD 29 superseded value.
 ER0678
 ER0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0678
 ER0678.The geoid height was determined by GEOID03.
 ER0678
 ER0678;                    North         East     Units Scale Factor Converg.
 ER0678;SPC AZ E     -   361,746.750   237,368.051   MT  0.99990710   +0 08 48.4
 ER0678;SPC AZ E     - 1,186,833.17    778,766.57   iFT  0.99990710   +0 08 48.4
 ER0678;UTM  12      - 3,791,750.820   600,722.508   MT  0.99972505   +0 36 57.5
 ER0678
 ER0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0678!SPC AZ E     -   0.99968518  x   0.99990710  =   0.99959231
 ER0678!UTM  12      -   0.99968518  x   0.99972505  =   0.99941031
 ER0678
 ER0678:                Primary Azimuth Mark                     Grid Az
 ER0678:SPC AZ E     -  ROCK                                     034 45 33.5
 ER0678:UTM  12      -  ROCK                                     034 17 24.4
 ER0678
 ER0678|---------------------------------------------------------------------|
 ER0678| PID    Reference Object                     Distance      Geod. Az  |
 ER0678|                                                           dddmmss.s |
 ER0678| ER0536 ROCK                                APPROX. 1.7 KM 0345421.9 |
 ER0678| ER0275 D 46                                 17.721 METERS 21905     |
 ER0678|---------------------------------------------------------------------|
 ER0678
 ER0678                          SUPERSEDED SURVEY CONTROL
 ER0678
 ER0678  NAD 83(1986)-  34 15 43.28900(N)    109 54 21.48954(W) AD(       ) 3
 ER0678  NGVD 29 (04/27/90) 2028.75   (m)         6656.0    (f) LEVELING    3  
 ER0678
 ER0678.Superseded values are not recommended for survey control.
 ER0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0678.See file dsdata.txt to determine how the superseded data were derived.
 ER0678
 ER0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC0072391751(NAD 83)
 ER0678_MARKER: Z = SEE DESCRIPTION
 ER0678_SETTING: 0 = UNSPECIFIED SETTING
 ER0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0678
 ER0678  HISTORY     - Date     Condition        Report By
 ER0678  HISTORY     - 1960     MONUMENTED       USGS
 ER0678
 ER0678                          STATION DESCRIPTION
 ER0678
 ER0678'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ER0678'DESCRIPTION FOR BM D 46 FROM LEVEL LINE 29--ABOUT 5.5 MI N.
 ER0678'ALONG APACHE RAILWAY FROM SPONSELLER, NAVAJO COUNTY.  ABOUT 82 FT.
 ER0678'S. OF MILEPOST 56, ABOUT 60 FT. E. OF CENTERLINE OF TRACK.  IN TOP
 ER0678'OF BASALT OUTCROP.
 ER0678'
 ER0678'STATION MARK--BASE OF SIGNAL AT SMALL CAIRN.
 ER0678'
 ER0678'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1077 ***********************************************************************
 ET1077  DESIGNATION -  VULCAN
 ET1077  PID         -  ET1077
 ET1077  STATE/COUNTY-  AZ/LA PAZ
 ET1077  USGS QUAD   -  ALAMO DAM SE (1990)
 ET1077
 ET1077                         *CURRENT SURVEY CONTROL
 ET1077  ___________________________________________________________________
 ET1077* NAD 83(1992)-  34 04 35.58906(N)    113 32 55.60342(W)     ADJUSTED  
 ET1077* NAVD 88     -       727.0    (meters)    2385.     (feet)  VERTCON   
 ET1077  ___________________________________________________________________
 ET1077  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 ET1077  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ET1077  HORZ ORDER  -  FIRST
 ET1077
 ET1077.The horizontal coordinates were established by classical geodetic methods
 ET1077.and adjusted by the National Geodetic Survey in August 1993.
 ET1077
 ET1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1077
 ET1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1077
 ET1077.The geoid height was determined by GEOID03.
 ET1077
 ET1077;                    North         East     Units Scale Factor Converg.
 ET1077;SPC AZ W     -   341,174.087   231,931.868   MT  0.99993758   +0 06 45.9
 ET1077;SPC AZ W     - 1,119,337.56    760,931.33   iFT  0.99993758   +0 06 45.9
 ET1077;UTM  12      - 3,773,576.225   264,808.066   MT  1.00028193   -1 25 43.5
 ET1077
 ET1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1077!SPC AZ W     -   0.99989059  x   0.99993758  =   0.99982818
 ET1077!UTM  12      -   0.99989059  x   1.00028193  =   1.00017249
 ET1077
 ET1077|---------------------------------------------------------------------|
 ET1077| PID    Reference Object                     Distance      Geod. Az  |
 ET1077|                                                           dddmmss.s |
 ET1077| CH4494 VULCAN RM 1                           7.429 METERS 08042     |
 ET1077| ET1076 VULCAN CAIRN                          3.400 METERS 14034     |
 ET1077| CH4495 VULCAN RM 2                           5.451 METERS 32226     |
 ET1077| ET0678 E 12                                APPROX. 1.8 KM 3521031.8 |
 ET1077|---------------------------------------------------------------------|
 ET1077
 ET1077                          SUPERSEDED SURVEY CONTROL
 ET1077
 ET1077  NAD 83(1986)-  34 04 35.58513(N)    113 32 55.61191(W) AD(       ) 1
 ET1077  NAD 27      -  34 04 35.49900(N)    113 32 52.86900(W) AD(       ) 1
 ET1077  NGVD 29 (07/19/86)  726.3    (m)         2383.     (f) VERT ANG    3  
 ET1077
 ET1077.Superseded values are not recommended for survey control.
 ET1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1077.See file dsdata.txt to determine how the superseded data were derived.
 ET1077
 ET1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6480873576(NAD 83)
 ET1077_MARKER: DS = TRIANGULATION STATION DISK
 ET1077_SETTING: 66 = SET IN ROCK OUTCROP
 ET1077
 ET1077  HISTORY     - Date     Condition        Report By
 ET1077  HISTORY     - 1948     MONUMENTED       CGS
 ET1077  HISTORY     - 1955     GOOD             CGS
 ET1077
 ET1077                          STATION DESCRIPTION
 ET1077
 ET1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1077'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE NORTH OF WENDEN,
 ET1077'IN BUTLER VALLEY, ON A LONE, RED, VOLCANIC HILL.  THE STATION
 ET1077'MARK PROJECTS 4 INCHES, IS SET ON THE MOST NORTHERN AND HIGHEST
 ET1077'POINT OF HILL, 11.0 FEET NORTHWEST OF A CAIRN.  IT IS STAMPED,
 ET1077'VULCAN 1948.
 ET1077'
 ET1077'REFERENCE MARK NO. 1 IS SET FLUSH ON EDGE OF NORTH RIM, 6 FEET
 ET1077'LOWER THAN THE STATION MARK.  IT IS STAMPED, VULCAN NO 1 1948.
 ET1077'
 ET1077'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS 18 INCHES LOWER
 ET1077'THAN THE STATION MARK.  IT IS STAMPED, VULCAN NO 2 1948.
 ET1077'
 ET1077'B.M. E 12 1948 IS THE AZIMUTH MARK.
 ET1077'
 ET1077'TO REACH THE STATION FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET1077'ALAMO CROSSING 11.2 MILES TO A FORK.  CONTINUE ON ROAD TO
 ET1077'RIGHT 6.8 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 0.5
 ET1077'MILE.  TURN RIGHT OFF ROAD, GO 0.2 MILE TO BASE OF HILL AND
 ET1077'END OF TRUCK TRAVEL.  FROM HERE WALK NORTHEASTERLY TO HIGHEST
 ET1077'POINT OF HILL AND STATION.  A 20 MINUTE PACK.
 ET1077
 ET1077                          STATION RECOVERY (1955)
 ET1077
 ET1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ET1077'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ET1077'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1076 ***********************************************************************
 ET1076  DESIGNATION -  VULCAN CAIRN
 ET1076  PID         -  ET1076
 ET1076  STATE/COUNTY-  AZ/LA PAZ
 ET1076  USGS QUAD   -  ALAMO DAM SE (1990)
 ET1076
 ET1076                         *CURRENT SURVEY CONTROL
 ET1076  ___________________________________________________________________
 ET1076* NAD 83(1992)-  34 04 35.50382(N)    113 32 55.51920(W)     ADJUSTED  
 ET1076* NAVD 88     -       727.     (meters)    2385.     (feet)  SCALED    
 ET1076  ___________________________________________________________________
 ET1076  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 ET1076  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ET1076  HORZ ORDER  -  SECOND
 ET1076
 ET1076.The horizontal coordinates were established by classical geodetic methods
 ET1076.and adjusted by the National Geodetic Survey in August 1993.
 ET1076
 ET1076.The orthometric height was scaled from a topographic map.
 ET1076
 ET1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1076
 ET1076.The geoid height was determined by GEOID03.
 ET1076
 ET1076;                    North         East     Units Scale Factor Converg.
 ET1076;SPC AZ W     -   341,171.465   231,934.032   MT  0.99993758   +0 06 45.9
 ET1076;SPC AZ W     - 1,119,328.95    760,938.43   iFT  0.99993758   +0 06 45.9
 ET1076;UTM  12      - 3,773,573.545   264,810.160   MT  1.00028192   -1 25 43.4
 ET1076
 ET1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1076!SPC AZ W     -   0.99989064  x   0.99993758  =   0.99982823
 ET1076!UTM  12      -   0.99989064  x   1.00028192  =   1.00017253
 ET1076
 ET1076                          SUPERSEDED SURVEY CONTROL
 ET1076
 ET1076  NAD 83(1986)-  34 04 35.49989(N)    113 32 55.52770(W) AD(       ) 2
 ET1076  NAD 27      -  34 04 35.41400(N)    113 32 52.78500(W) AD(       ) 2
 ET1076
 ET1076.Superseded values are not recommended for survey control.
 ET1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1076.See file dsdata.txt to determine how the superseded data were derived.
 ET1076
 ET1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6481073574(NAD 83)
 ET1076_MARKER: 72 = CAIRN
 ET1076
 ET1076  HISTORY     - Date     Condition        Report By
 ET1076  HISTORY     - 1948     FIRST OBSERVED   CGS
 ET1076
 ET1076                          STATION DESCRIPTION
 ET1076
 ET1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET1076'STATION VULCAN IS LOCATED ABOUT 17 MILES AIRLINE NORTH OF WENDEN,
 ET1076'IN BUTLER VALLEY, ON A LONE, RED, VOLCANIC HILL.  THE STATION
 ET1076'MARK PROJECTS 4 INCHES, IS SET ON THE MOST NORTHERN AND HIGHEST
 ET1076'POINT OF HILL, 11.0 FEET NORTHWEST OF A CAIRN.  IT IS STAMPED,
 ET1076'VULCAN 1948.
 ET1076'
 ET1076'TO REACH STATION VULCAN FROM WENDEN.  GO NORTH ON THE ROAD TOWARD
 ET1076'ALAMO CROSSING 11.2 MILES TO A FORK.  CONTINUE ON ROAD TO
 ET1076'RIGHT 6.8 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 0.5
 ET1076'MILE.  TURN RIGHT OFF ROAD, GO 0.2 MILE TO BASE OF HILL AND
 ET1076'END OF TRUCK TRAVEL.  FROM HERE WALK NORTHEASTERLY TO HIGHEST
 ET1076'POINT OF HILL AND STATION VULCAN.  A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2208 ***********************************************************************
 DV2208  DESIGNATION -  VULTURE
 DV2208  PID         -  DV2208
 DV2208  STATE/COUNTY-  AZ/MARICOPA
 DV2208  USGS QUAD   -  VULTURE PEAK (1990)
 DV2208
 DV2208                         *CURRENT SURVEY CONTROL
 DV2208  ___________________________________________________________________
 DV2208* NAD 83(1992)-  33 52 44.75599(N)    112 47 42.07137(W)     ADJUSTED  
 DV2208* NAVD 88     -      1116.4    (meters)    3663.     (feet)  VERTCON   
 DV2208  ___________________________________________________________________
 DV2208  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DV2208  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DV2208  HORZ ORDER  -  SECOND
 DV2208
 DV2208.The horizontal coordinates were established by classical geodetic methods
 DV2208.and adjusted by the National Geodetic Survey in August 1993.
 DV2208
 DV2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2208
 DV2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2208
 DV2208.The geoid height was determined by GEOID03.
 DV2208
 DV2208;                    North         East     Units Scale Factor Converg.
 DV2208;SPC AZ C     -   319,591.886   132,105.661   MT  0.99998136   -0 29 22.8
 DV2208;SPC AZ C     - 1,048,529.81    433,417.52   iFT  0.99998136   -0 29 22.8
 DV2208;UTM  12      - 3,750,200.736   333,988.970   MT  0.99993975   -1 00 03.1
 DV2208
 DV2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2208!SPC AZ C     -   0.99982944  x   0.99998136  =   0.99981080
 DV2208!UTM  12      -   0.99982944  x   0.99993975  =   0.99976920
 DV2208
 DV2208|---------------------------------------------------------------------|
 DV2208| PID    Reference Object                     Distance      Geod. Az  |
 DV2208|                                                           dddmmss.s |
 DV2208| CH5664 VULTURE RM 1                          7.265 METERS 07337     |
 DV2208| CH5663 VULTURE AZ MK                                      2752536.7 |
 DV2208| CH5665 VULTURE RM 2                          9.735 METERS 33211     |
 DV2208|---------------------------------------------------------------------|
 DV2208
 DV2208                          SUPERSEDED SURVEY CONTROL
 DV2208
 DV2208  NAD 83(1986)-  33 52 44.75321(N)    112 47 42.07471(W) AD(       ) 2
 DV2208  NAD 27      -  33 52 44.63700(N)    112 47 39.42700(W) AD(       ) 2
 DV2208  NGVD 29 (07/19/86) 1115.7    (m)         3660.     (f) VERT ANG    3  
 DV2208
 DV2208.Superseded values are not recommended for survey control.
 DV2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2208.See file dsdata.txt to determine how the superseded data were derived.
 DV2208
 DV2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3398950201(NAD 83)
 DV2208_MARKER: DS = TRIANGULATION STATION DISK
 DV2208_SETTING: 66 = SET IN ROCK OUTCROP
 DV2208_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV2208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2208+STABILITY: POSITION/ELEVATION WELL
 DV2208
 DV2208  HISTORY     - Date     Condition        Report By
 DV2208  HISTORY     - 1948     MONUMENTED       CGS
 DV2208  HISTORY     - 1969     GOOD             USGS
 DV2208  HISTORY     - 1984     GOOD             AZDT
 DV2208
 DV2208                          STATION DESCRIPTION
 DV2208
 DV2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2208'STATION LOCATED ON WHAT IS LOCALLY KNOWN AS VULTURE PEAK, WHICH
 DV2208'IS A SMOOTH TOPPED PEAK WITH STEEP ROCK CLIFFS ON ALL SIDES,
 DV2208'ABOUT 9 MILES AIRLINE SOUTHWEST OF WICKENBURG, 2 MILES AIRLINE
 DV2208'EAST OF THE TONOPAH HIGHWAY, 8 FEET NORTHEAST OF THE SOUTHWEST
 DV2208'EDGE OF CLIFF, SET FLUSH, AND STAMPED, VULTURE 1948.
 DV2208'
 DV2208'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2208'STATION, SET FLUSH, AND STAMPED, VULTURE NO 1 1948.
 DV2208'
 DV2208'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 DV2208'STATION, SET FLUSH, AND STAMPED, VULTURE NO 2 1948.
 DV2208'
 DV2208'AZIMUTH MARK IS LOCATED ALONG TRACK ROAD LEADING TO STATION,
 DV2208'ON A SMALL ROCKY KNOLL APPROXIMATELY 75 YARDS TO THE EAST OF
 DV2208'THE ROAD, PROJECTS 1 FOOT, AND STAMPED, VULTURE 1948.
 DV2208'
 DV2208'TO REACH FROM THE UNDERPASS AT WICKENBURG, GO WEST ON U.S.
 DV2208'HIGHWAY 60 AND 70 FOR 2.0 MILES TO A GRADED ROAD AND CATTLE
 DV2208'GUARD ON LEFT.  TURN LEFT AND GO SOUTHWEST ON GRADED ROAD
 DV2208'FOR 2.1 MILES TO FORK AND SIGN PETE MASSEY RANCH.  KEEP RIGHT
 DV2208'FORK AND CONTINUE STRAIGHT AHEAD FOR 4.3 MILES TO FORK AND
 DV2208'SIGN SYNDICATE MINE.  TURN LEFT AND GO 0.35 MILE TO FORK.  TAKE
 DV2208'LEFT FORK AND GO 0.15 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED
 DV2208'ABOVE.  CONTINUE ON ROAD FOR 0.45 MILE TO END OF ROAD AND
 DV2208'A REVERSE Y OF WASH.  TURN SHARP LEFT AND GO UP WASH FOR 0.3
 DV2208'MILE TO TRACK ROAD OUT OF WASH ON RIGHT.  TURN RIGHT AND
 DV2208'FOLLOW TRACK ROAD FOR 0.7 MILE TO A CAIRN ON LEFT AND END
 DV2208'OF ROAD.  PICK WAY UP RIDGE TO NORTHEAST FOR 0.3 MILE TO
 DV2208'END OF TRUCK TRAVEL.  PACK UP RIDGE AND AROUND TO RIGHT,
 DV2208'THENCE UP THROUGH PASS TO SADDLE.  THENCE NORTH UP ROCK CLIFF
 DV2208'TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE
 DV2208'PACK.
 DV2208'
 DV2208'NOTE--A VEHICLE WITH FOUR WHEEL DRIVE IS REQUIRED TO DRIVE
 DV2208'LAST 1.3 MILE OF ABOVE DESCRIPTION.
 DV2208
 DV2208                          STATION RECOVERY (1969)
 DV2208
 DV2208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RDM)
 DV2208'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 DV2208'33 112 4, STATION 1031.
 DV2208'
 DV2208'REACHED BY HELICOPTER.  CAN LAND AT STATION SITE.
 DV2208'
 DV2208'LOCATED ABOUT 23 MI. (AIRLINE) SSE. OF AGUILA.  AND ABOUT
 DV2208'7 MI. SW. OF WICKENBURG.  ON VULTURE PEAK, 8 FT. NE. OF THE SW.
 DV2208'EDGE OF CLIFF.
 DV2208'
 DV2208'TO REACH FROM THE UNDERPASS AT WICKENBURG, GO W. ON U.S.
 DV2208'HIGHWAYS 60 AND 70 FOR 2.5 MI. TO VULTURE MINE RD., THENCE LEFT
 DV2208'ON VULTURE MINE RD. FOR 2.0 MI. TO END OF PAVED RD.  CONTINUE ON
 DV2208'GRAVELED RD. FOR 1.5 MI. TO VULTURE PEAK RD. LEFT.  CONTINUE
 DV2208'STRAIGHT ON VULTURE MINE RD. FOR 3.1 MI. TO A TRACK RD. LEFT.
 DV2208'THENCE LEFT ON TRACK RD. FOR 0.3 MI. TO A Y-RD.  THENCE RIGHT
 DV2208'FOR 0.3 MI. TO WASH AND RD. LEFT.  CONTINUE DOWN WASH FOR 0.1
 DV2208'MI. TO RD. UP A WASH TO THE LEFT.  THENCE LEFT FOR 0.2 MI.
 DV2208'TO A POINT WHERE THE RD. LEAVES THE WASH TO THE RIGHT.
 DV2208'THENCE RIGHT ON TRACK RD. FOR 1.0 MI. TO END OF RD. AT BASE
 DV2208'OF VULTURE PEAK.  PACK UPHILL IN AN EASTERLY DIRECTION
 DV2208'ON MARKED TRAIL TO TOP OF HILL AND STATION.  ABOUT A
 DV2208'40-MINUTE HIKE.
 DV2208'
 DV2208'STATION MARK--A STANDARD C AND GS TABLET STAMPED VULTURE
 DV2208'1948 CEMENTED IN DRILL HOLE IN BEDROCK.
 DV2208'
 DV2208'REFERENCE MARK NO. 1--A C AND GS TABLET STAMPED VULTURE NO 1 1948,
 DV2208'CEMENTED IN DRILL HOLE IN OUTCROPPING, 0.5 FT. BELOW STATION
 DV2208'MARK.
 DV2208'
 DV2208'REFERENCE MARK NO. 2--A C AND GS TABLET STAMPED VULTURE NO 2
 DV2208'1948, CEMENTED IN DRILL HOLE IN OUTCROPPING AND 0.5 FT. BELOW
 DV2208'STATION MARK.
 DV2208
 DV2208                          STATION RECOVERY (1984)
 DV2208
 DV2208'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 DV2208'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 DV2208'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED AND
 DV2208'REFERENCE MARK 3 WAS SET AT THIS TIME.  THE MARK IS 39.95 FEET
 DV2208'NORTHEAST OF THE STATION AND HAS NO OBSERVED ANGLE AT THIS TIME.
 DV2208'
 DV2208'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND 93
 DV2208'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 2.65 MILES TO VULTURE MINE
 DV2208'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTH FOR 7.15 MILES TO A DIRT
 DV2208'ROAD ON THE LEFT.  TURN LEFT AND TRAVEL SOUTHEAST FOR 0.6 MILE TO THE
 DV2208'BOTTOM OF A WASH.  TURN RIGHT AND TRAVEL SOUTH IN THE WASH FOR 0.05
 DV2208'MILE.  TURN LEFT IN ANOTHER WASH AND TRAVEL EAST FOR 0.3 MILE TO A
 DV2208'DIRT ROAD ON THE RIGHT.  TURN RIGHT LEAVING THE WASH AND TRAVEL
 DV2208'NORTHEAST FOR 1.1 MILES TO END OF TRUCK TRAVEL.  PACK SOUTHEAST TO A
 DV2208'SADDLE THEN NORTHEAST TO TOP OF MOUNTAIN AND STATION.
 DV2208'
 DV2208'TO REACH THE AZIMUTH MARK FROM THE WASH AT THE END OF THE 0.6 MILE.
 DV2208'TURN LEFT ON A DIRT ROAD LEADING NORTH OUT OF THE WASH FOR 0.4 MILE TO
 DV2208'THE MARK ON THE RIGHT ABOUT 200 FEET EAST OF THE ROAD.  IT IS ON TOP
 DV2208'OF A LOW HILL WITH A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0533 ***********************************************************************
 FS0533  DESIGNATION -  W
 FS0533  PID         -  FS0533
 FS0533  STATE/COUNTY-  AZ/MOHAVE
 FS0533  USGS QUAD   -  KINGMAN SE (1980)
 FS0533
 FS0533                         *CURRENT SURVEY CONTROL
 FS0533  ___________________________________________________________________
 FS0533* NAD 83(1986)-  35 05 54.     (N)    114 06 52.     (W)     SCALED    
 FS0533* NAVD 88     -       823.519  (meters)    2701.83   (feet)  POSTED    
 FS0533  ___________________________________________________________________
 FS0533  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FS0533  DYNAMIC HT  -         822.570 (meters)    2698.72  (feet)  COMP
 FS0533  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 FS0533
 FS0533  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0533
 FS0533.The horizontal coordinates were scaled from a topographic map and have
 FS0533.an estimated accuracy of +/- 6 seconds.
 FS0533
 FS0533.The orthometric height was determined by differential leveling
 FS0533.and adjusted by the  in 1992.
 FS0533.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0533.rate of 1.1 thru 2.0 mm/km.
 FS0533
 FS0533.The geoid height was determined by GEOID03.
 FS0533
 FS0533.The dynamic height is computed by dividing the NAVD 88
 FS0533.geopotential number by the normal gravity value computed on the
 FS0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0533.degrees latitude (g = 980.6199 gals.).
 FS0533
 FS0533.The modeled gravity was interpolated from observed gravity values.
 FS0533
 FS0533;                    North         East    Units  Estimated Accuracy
 FS0533;SPC AZ W     -   454,560.      180,130.      MT  (+/- 180 meters Scaled)
 FS0533
 FS0533                          SUPERSEDED SURVEY CONTROL
 FS0533
 FS0533.No superseded survey control is available for this station.
 FS0533
 FS0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU630877(NAD 83)
 FS0533_MARKER: Q = CHISELED SQUARE
 FS0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0533_SP_SET: BRIDGE
 FS0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0533
 FS0533  HISTORY     - Date     Condition        Report By
 FS0533  HISTORY     - UNK      MONUMENTED       CGS
 FS0533  HISTORY     - 1955     MARK NOT FOUND   NGS
 FS0533
 FS0533                          STATION DESCRIPTION
 FS0533
 FS0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FS0533'2.4 MI N FROM GRIFFITH.
 FS0533'2.4 MILES NORTH ALONG THE A.T. AND S.F. RAILWAY FROM THE STATION
 FS0533'AT GRIFFITH (DRAKE), MOHAVE COUNTY, 8 POLES NORTH OF MILEPOST
 FS0533'525, IN THE TOP OF THE COPING STONE AT THE WEST END OF THE
 FS0533'NORTH ABUTMENT OF STEEL-FIRDER BRIDGE B 525, 1.0 FOOT FROM THE
 FS0533'FACE, 2.4 FEET FROM THE END OF THE COPING, AND 12 FEET WEST OF
 FS0533'THE CENTERLINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0462 ***********************************************************************
 ES0462  DESIGNATION -  W 1
 ES0462  PID         -  ES0462
 ES0462  STATE/COUNTY-  AZ/YAVAPAI
 ES0462  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0462
 ES0462                         *CURRENT SURVEY CONTROL
 ES0462  ___________________________________________________________________
 ES0462* NAD 83(1986)-  34 34 38.     (N)    111 53 01.     (W)     SCALED    
 ES0462* NAVD 88     -       964.916  (meters)    3165.73   (feet)  ADJUSTED  
 ES0462  ___________________________________________________________________
 ES0462  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 ES0462  DYNAMIC HT  -         963.698 (meters)    3161.73  (feet)  COMP
 ES0462  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 ES0462
 ES0462  VERT ORDER  -  FIRST     CLASS II
 ES0462
 ES0462.The horizontal coordinates were scaled from a topographic map and have
 ES0462.an estimated accuracy of +/- 6 seconds.
 ES0462
 ES0462.The orthometric height was determined by differential leveling
 ES0462.and adjusted in June 1991.
 ES0462
 ES0462.The geoid height was determined by GEOID03.
 ES0462
 ES0462.The dynamic height is computed by dividing the NAVD 88
 ES0462.geopotential number by the normal gravity value computed on the
 ES0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0462.degrees latitude (g = 980.6199 gals.).
 ES0462
 ES0462.The modeled gravity was interpolated from observed gravity values.
 ES0462
 ES0462;                    North         East    Units  Estimated Accuracy
 ES0462;SPC AZ C     -   396,680.      216,390.      MT  (+/- 180 meters Scaled)
 ES0462
 ES0462                          SUPERSEDED SURVEY CONTROL
 ES0462
 ES0462  NGVD 29 (??/??/92)  964.190  (m)         3163.35   (f) ADJ UNCH    1 2
 ES0462
 ES0462.Superseded values are not recommended for survey control.
 ES0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0462.See file dsdata.txt to determine how the superseded data were derived.
 ES0462
 ES0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD189265(NAD 83)
 ES0462_MARKER: DD = SURVEY DISK
 ES0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0462_SP_SET: CULVERT
 ES0462_STAMPING: 3163.393 W 1 1929
 ES0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0462
 ES0462  HISTORY     - Date     Condition        Report By
 ES0462  HISTORY     - 1929     MONUMENTED       USGS
 ES0462  HISTORY     - 1960     GOOD             NGS
 ES0462  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0462
 ES0462                          STATION DESCRIPTION
 ES0462
 ES0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0462'2.4 MI NE FROM CAMP VERDE.
 ES0462'2.4 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0462'POST OFFICE AT CAMP VERDE, ABOUT 400 FEET SOUTH OF THE JUNCTION OF
 ES0462'STATE HIGHWAY 79 AND 279, AT A CULVERT OVER GRIEF HILL WASH, 12 FEET
 ES0462'WEST OF THE CENTER OF THE ROAD IN THE TOP OF THE SOUTHWEST CONCRETE
 ES0462'WINGWALL AND 3 FEET SOUTH OF THE SOUTH VERTICAL RAILING PIPE.
 ES0462
 ES0462                          STATION RECOVERY (1982)
 ES0462
 ES0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0462'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1066 ***********************************************************************
 DA1066  DESIGNATION -  W 1/16
 DA1066  PID         -  DA1066
 DA1066  STATE/COUNTY-  AZ/YUMA
 DA1066  USGS QUAD   -  TACNA (1982)
 DA1066
 DA1066                         *CURRENT SURVEY CONTROL
 DA1066  ___________________________________________________________________
 DA1066* NAD 83(1986)-  32 42 29.     (N)    113 52 55.     (W)     SCALED    
 DA1066* NAVD 88     -        97.93   (+/-2cm)     321.3    (feet)  VERTCON   
 DA1066  ___________________________________________________________________
 DA1066  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DA1066  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1066
 DA1066.The horizontal coordinates were scaled from a topographic map and have
 DA1066.an estimated accuracy of +/- 6 seconds.
 DA1066
 DA1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1066.The vertical order pertains to the NGVD 29 superseded value.
 DA1066
 DA1066.The geoid height was determined by GEOID03.
 DA1066
 DA1066;                    North         East    Units  Estimated Accuracy
 DA1066;SPC AZ W     -   189,390.      200,990.      MT  (+/- 180 meters Scaled)
 DA1066
 DA1066                          SUPERSEDED SURVEY CONTROL
 DA1066
 DA1066  NGVD 29 (??/??/92)   97.25   (m)          319.1    (f) COMPUTED    1 2
 DA1066
 DA1066.Superseded values are not recommended for survey control.
 DA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1066.See file dsdata.txt to determine how the superseded data were derived.
 DA1066
 DA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB298225(NAD 83)
 DA1066_MARKER: DD = SURVEY DISK
 DA1066_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DA1066+WITH SETTING: INTO GROUND
 DA1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1066+STABILITY: SURFACE MOTION
 DA1066
 DA1066  HISTORY     - Date     Condition        Report By
 DA1066  HISTORY     - UNK      MONUMENTED       BOR
 DA1066  HISTORY     - 1962     GOOD             NGS
 DA1066
 DA1066                          STATION DESCRIPTION
 DA1066
 DA1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1066'7.5 MI W FROM MOHAWK.
 DA1066'7.5 MILES WEST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1066'PACIFIC COMPANY RAILROAD STATION AT MOHAW, AT A ROAD LEADING NORTH TO
 DA1066'THE SNYDER RANCH, 67 FEET WEST OF SNYDER RANCH ROAD, 91 FEET NORTH OF
 DA1066'THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET LOWER THAN THE HIGHWAY, AND
 DA1066'RIVETED ON THE TOP OF A 3/4 INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE
 DA1066'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0330 ***********************************************************************
 ES0330  DESIGNATION -  W 10
 ES0330  PID         -  ES0330
 ES0330  STATE/COUNTY-  AZ/GILA
 ES0330  USGS QUAD   -  STRAWBERRY (1967)
 ES0330
 ES0330                         *CURRENT SURVEY CONTROL
 ES0330  ___________________________________________________________________
 ES0330* NAD 83(1986)-  34 24 13.     (N)    111 35 38.     (W)     SCALED    
 ES0330* NAVD 88     -      1512.557  (meters)    4962.45   (feet)  ADJUSTED  
 ES0330  ___________________________________________________________________
 ES0330  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 ES0330  DYNAMIC HT  -        1510.493 (meters)    4955.68  (feet)  COMP
 ES0330  MODELED GRAV-     979,217.2   (mgal)                       NAVD 88
 ES0330
 ES0330  VERT ORDER  -  FIRST     CLASS II
 ES0330
 ES0330.The horizontal coordinates were scaled from a topographic map and have
 ES0330.an estimated accuracy of +/- 6 seconds.
 ES0330
 ES0330.The orthometric height was determined by differential leveling
 ES0330.and adjusted in June 1991.
 ES0330
 ES0330.The geoid height was determined by GEOID03.
 ES0330
 ES0330.The dynamic height is computed by dividing the NAVD 88
 ES0330.geopotential number by the normal gravity value computed on the
 ES0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0330.degrees latitude (g = 980.6199 gals.).
 ES0330
 ES0330.The modeled gravity was interpolated from observed gravity values.
 ES0330
 ES0330;                    North         East    Units  Estimated Accuracy
 ES0330;SPC AZ E     -   378,340.       82,140.      MT  (+/- 180 meters Scaled)
 ES0330
 ES0330                          SUPERSEDED SURVEY CONTROL
 ES0330
 ES0330  NGVD 29 (??/??/92) 1511.766  (m)         4959.85   (f) ADJ UNCH    1 2
 ES0330
 ES0330.Superseded values are not recommended for survey control.
 ES0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0330.See file dsdata.txt to determine how the superseded data were derived.
 ES0330
 ES0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD454070(NAD 83)
 ES0330_MARKER: DD = SURVEY DISK
 ES0330_SETTING: 80 = SET IN A BOULDER
 ES0330_SP_SET: BOULDER
 ES0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0330+STABILITY: SURFACE MOTION
 ES0330
 ES0330  HISTORY     - Date     Condition        Report By
 ES0330  HISTORY     - UNK      MONUMENTED       USGS
 ES0330  HISTORY     - 1933     GOOD             NGS
 ES0330  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0330
 ES0330                          STATION DESCRIPTION
 ES0330
 ES0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0330'9.9 MI NW FROM PINE.
 ES0330'AT SIDE OF FOSSIL CREEK HIGHWAY GRADE, 2.9 MILES (BY ROAD) EAST OF
 ES0330'IRVING POWER PLANT, BOTTOM OF GULCH, OUTSIDE OF HORSESHOE CURVE, 5
 ES0330'FEET SOUTHWEST OF CULVERT, 18 FEET SOUTHEAST OF HIGHWAY CENTER-LINE,
 ES0330'ON TOP OF BOULDER PAINTED WHITE B.M.
 ES0330
 ES0330                          STATION RECOVERY (1982)
 ES0330
 ES0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0330'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0061 ***********************************************************************
 DU0061  DESIGNATION -  W 101
 DU0061  PID         -  DU0061
 DU0061  STATE/COUNTY-  AZ/GILA
 DU0061  USGS QUAD   -  BRUSHY CANYON (1966)
 DU0061
 DU0061                         *CURRENT SURVEY CONTROL
 DU0061  ___________________________________________________________________
 DU0061* NAD 83(1986)-  33 39 18.     (N)    110 25 41.     (W)     SCALED    
 DU0061* NAVD 88     -      1812.128  (meters)    5945.29   (feet)  ADJUSTED  
 DU0061  ___________________________________________________________________
 DU0061  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DU0061  DYNAMIC HT  -        1809.461 (meters)    5936.54  (feet)  COMP
 DU0061  MODELED GRAV-     979,099.6   (mgal)                       NAVD 88
 DU0061
 DU0061  VERT ORDER  -  SECOND    CLASS 0
 DU0061
 DU0061.The horizontal coordinates were scaled from a topographic map and have
 DU0061.an estimated accuracy of +/- 6 seconds.
 DU0061
 DU0061.The orthometric height was determined by differential leveling
 DU0061.and adjusted in June 1991.
 DU0061
 DU0061.The geoid height was determined by GEOID03.
 DU0061
 DU0061.The dynamic height is computed by dividing the NAVD 88
 DU0061.geopotential number by the normal gravity value computed on the
 DU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0061.degrees latitude (g = 980.6199 gals.).
 DU0061
 DU0061.The modeled gravity was interpolated from observed gravity values.
 DU0061
 DU0061;                    North         East    Units  Estimated Accuracy
 DU0061;SPC AZ E     -   294,420.      189,120.      MT  (+/- 180 meters Scaled)
 DU0061
 DU0061                          SUPERSEDED SURVEY CONTROL
 DU0061
 DU0061  NGVD 29 (??/??/92) 1811.400  (m)         5942.90   (f) ADJ UNCH    2 0
 DU0061
 DU0061.Superseded values are not recommended for survey control.
 DU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0061.See file dsdata.txt to determine how the superseded data were derived.
 DU0061
 DU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC530240(NAD 83)
 DU0061_MARKER: DB = BENCH MARK DISK
 DU0061_SETTING: 80 = SET IN A BOULDER
 DU0061_SP_SET: BOULDER
 DU0061_STAMPING: W-101 1935
 DU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0061+STABILITY: SURFACE MOTION
 DU0061
 DU0061  HISTORY     - Date     Condition        Report By
 DU0061  HISTORY     - 1935     MONUMENTED       USFS
 DU0061  HISTORY     - 1935     GOOD             NGS
 DU0061
 DU0061                          STATION DESCRIPTION
 DU0061
 DU0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0061'43.2 MI NE FROM GLOBE.
 DU0061'33.5 MI. N.E. OF, ALONG U.S. HWY NO.60, THENCE 9.7 MI. E. ON THE ROAD
 DU0061'TO HILLTOP. ABOUT 600 FT. NORTH OF A LAKE AND DAM, 200 FT. NORTH OF A
 DU0061'FENCE AND CORRAL, 90 FT. NORTH OF THE CENTER LINE OF THE ROAD AND SET
 DU0061'IN A SANDSTONE BOULDER.  NOTE-- THE BOULDER IS SMALL AND IS NOT
 DU0061'EMBEDDED IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0493 ***********************************************************************
 ET0493  DESIGNATION -  W 102
 ET0493  PID         -  ET0493
 ET0493  STATE/COUNTY-  AZ/YAVAPAI
 ET0493  USGS QUAD   -  SIMMONS (1979)
 ET0493
 ET0493                         *CURRENT SURVEY CONTROL
 ET0493  ___________________________________________________________________
 ET0493* NAD 83(1986)-  34 48 55.     (N)    112 42 44.     (W)     SCALED    
 ET0493* NAVD 88     -      1460.344  (meters)    4791.15   (feet)  POSTED    
 ET0493  ___________________________________________________________________
 ET0493  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 ET0493  DYNAMIC HT  -        1458.410 (meters)    4784.80  (feet)  COMP
 ET0493  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 ET0493
 ET0493  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0493
 ET0493.The horizontal coordinates were scaled from a topographic map and have
 ET0493.an estimated accuracy of +/- 6 seconds.
 ET0493
 ET0493.The orthometric height was determined by differential leveling
 ET0493.and adjusted in November 2005.
 ET0493.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0493.was located on a no-check spur therefore a value was not computed.
 ET0493.No vertical observational check was made to the station.
 ET0493
 ET0493.The geoid height was determined by GEOID03.
 ET0493
 ET0493.The dynamic height is computed by dividing the NAVD 88
 ET0493.geopotential number by the normal gravity value computed on the
 ET0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0493.degrees latitude (g = 980.6199 gals.).
 ET0493
 ET0493.The modeled gravity was interpolated from observed gravity values.
 ET0493
 ET0493;                    North         East    Units  Estimated Accuracy
 ET0493;SPC AZ C     -   423,370.      140,580.      MT  (+/- 180 meters Scaled)
 ET0493
 ET0493                          SUPERSEDED SURVEY CONTROL
 ET0493
 ET0493  NGVD 29 (??/??/92) 1459.494  (m)         4788.36   (f) ADJ UNCH    2 0
 ET0493
 ET0493.Superseded values are not recommended for survey control.
 ET0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0493.See file dsdata.txt to determine how the superseded data were derived.
 ET0493
 ET0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD433538(NAD 83)
 ET0493_MARKER: DD = SURVEY DISK
 ET0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0493_STAMPING: W 102 1935
 ET0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0493+STABILITY: SURFACE MOTION
 ET0493
 ET0493  HISTORY     - Date     Condition        Report By
 ET0493  HISTORY     - UNK      MONUMENTED       USFS
 ET0493  HISTORY     - 1974     GOOD             USGS
 ET0493
 ET0493                          STATION DESCRIPTION
 ET0493
 ET0493'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0493'11.0 MI E FROM CAMP WOOD.
 ET0493'ABOUT 11.0 MILES EAST ALONG THE COUNTY ROAD LEADING FROM CAMP WOOD TO
 ET0493'SIMMONS (SITE), 1.5 MILES EAST OF A CATTLEGUARD, 0.1 MILE WEST OF MUD
 ET0493'TANK, 250 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 85 FEET NORTH OF A
 ET0493'DRAIN.  A STANDARD USFS DISK SET IN THE TOP OF A CONCRETE POST AND
 ET0493'STAMPED W102 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0263 ***********************************************************************
 FR0263  DESIGNATION -  W 103
 FR0263  PID         -  FR0263
 FR0263  STATE/COUNTY-  AZ/YAVAPAI
 FR0263  USGS QUAD   -  PURCELL CANYON (1973)
 FR0263
 FR0263                         *CURRENT SURVEY CONTROL
 FR0263  ___________________________________________________________________
 FR0263* NAD 83(1986)-  35 09 59.     (N)    112 55 20.     (W)     SCALED    
 FR0263* NAVD 88     -      1560.445  (meters)    5119.56   (feet)  POSTED    
 FR0263  ___________________________________________________________________
 FR0263  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 FR0263  DYNAMIC HT  -        1558.390 (meters)    5112.82  (feet)  COMP
 FR0263  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 FR0263
 FR0263  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0263
 FR0263.The horizontal coordinates were scaled from a topographic map and have
 FR0263.an estimated accuracy of +/- 6 seconds.
 FR0263
 FR0263.The orthometric height was determined by differential leveling
 FR0263.and adjusted in November 2005.
 FR0263.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0263.was located on a no-check spur therefore a value was not computed.
 FR0263.No vertical observational check was made to the station.
 FR0263
 FR0263.The geoid height was determined by GEOID03.
 FR0263
 FR0263.The dynamic height is computed by dividing the NAVD 88
 FR0263.geopotential number by the normal gravity value computed on the
 FR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0263.degrees latitude (g = 980.6199 gals.).
 FR0263
 FR0263.The modeled gravity was interpolated from observed gravity values.
 FR0263
 FR0263;                    North         East    Units  Estimated Accuracy
 FR0263;SPC AZ C     -   462,500.      121,760.      MT  (+/- 180 meters Scaled)
 FR0263
 FR0263                          SUPERSEDED SURVEY CONTROL
 FR0263
 FR0263  NGVD 29 (??/??/92) 1559.512  (m)         5116.50   (f) ADJ UNCH    2 0
 FR0263
 FR0263.Superseded values are not recommended for survey control.
 FR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0263.See file dsdata.txt to determine how the superseded data were derived.
 FR0263
 FR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD249931(NAD 83)
 FR0263_MARKER: DB = BENCH MARK DISK
 FR0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0263_STAMPING: W 103 1935
 FR0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0263+STABILITY: SURFACE MOTION
 FR0263
 FR0263  HISTORY     - Date     Condition        Report By
 FR0263  HISTORY     - 1935     MONUMENTED       USFS
 FR0263  HISTORY     - 1955     GOOD             NGS
 FR0263
 FR0263                          STATION DESCRIPTION
 FR0263
 FR0263'DESCRIBED BY US FOREST SERVICE 1935
 FR0263'0.9 MI E FROM SELIGMAN.
 FR0263'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0263'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0263'12.7 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.2
 FR0263'MILES NORTH OF THE PRESCOTT NATIONAL FOREST BOUNDARY, ABOUT 0.2 MILE
 FR0263'SOUTH OF THE CROSSING OF A WASH, ABOUT 100 FEET NORTH OF A LARGE LONE
 FR0263'CEDAR TREE, ABOUT 60 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 FR0263'WEST OF A WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A
 FR0263'UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED W 103 1935 AND SET
 FR0263'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FR0263
 FR0263                          STATION RECOVERY (1955)
 FR0263
 FR0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0466 ***********************************************************************
 DU0466  DESIGNATION -  W 107
 DU0466  PID         -  DU0466
 DU0466  STATE/COUNTY-  AZ/PINAL
 DU0466  USGS QUAD   -  SUPERIOR (1981)
 DU0466
 DU0466                         *CURRENT SURVEY CONTROL
 DU0466  ___________________________________________________________________
 DU0466* NAD 83(1986)-  33 18 10.     (N)    111 05 09.     (W)     SCALED    
 DU0466* NAVD 88     -      1005.15   (+/-2cm)    3297.7    (feet)  VERTCON   
 DU0466  ___________________________________________________________________
 DU0466  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DU0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0466
 DU0466.The horizontal coordinates were scaled from a topographic map and have
 DU0466.an estimated accuracy of +/- 6 seconds.
 DU0466
 DU0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0466.The vertical order pertains to the NGVD 29 superseded value.
 DU0466
 DU0466.The geoid height was determined by GEOID03.
 DU0466
 DU0466;                    North         East    Units  Estimated Accuracy
 DU0466;SPC AZ C     -   255,640.      290,730.      MT  (+/- 180 meters Scaled)
 DU0466
 DU0466                          SUPERSEDED SURVEY CONTROL
 DU0466
 DU0466  NGVD 29 (??/??/92) 1004.462  (m)         3295.47   (f) ADJ UNCH    2 0
 DU0466
 DU0466.Superseded values are not recommended for survey control.
 DU0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0466.See file dsdata.txt to determine how the superseded data were derived.
 DU0466
 DU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB920848(NAD 83)
 DU0466_MARKER: DB = BENCH MARK DISK
 DU0466_SETTING: 66 = SET IN ROCK OUTCROP
 DU0466_SP_SET: ROCK OUTCROP
 DU0466_STAMPING: W 107 1935
 DU0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0466+STABILITY: POSITION/ELEVATION WELL
 DU0466
 DU0466  HISTORY     - Date     Condition        Report By
 DU0466  HISTORY     - 1935     MONUMENTED       CGS
 DU0466  HISTORY     - 20060115 MARK NOT FOUND   USPSQD
 DU0466  HISTORY     - 20070506 MARK NOT FOUND   GEOCAC
 DU0466
 DU0466                          STATION DESCRIPTION
 DU0466
 DU0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0466'2.0 MI NE FROM SUPERIOR.
 DU0466'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM SUPERIOR, OPPOSITE A
 DU0466'SWITCHBACK ON THE HIGHWAY, 600 FEET NORTH OF A LARGE STEEL TANK, 22
 DU0466'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE NORTH
 DU0466'HEADWALL OF A CULVERT, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET
 DU0466'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 107 1935.
 DU0466
 DU0466                          STATION RECOVERY (2006)
 DU0466
 DU0466'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0466'MARK NOT FOUND.
 DU0466
 DU0466                          STATION RECOVERY (2007)
 DU0466
 DU0466'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0466'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0466'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0306 ***********************************************************************
 DU0306  DESIGNATION -  W 108
 DU0306  PID         -  DU0306
 DU0306  STATE/COUNTY-  AZ/GILA
 DU0306  USGS QUAD   -  DOURINE CANYON (1966)
 DU0306
 DU0306                         *CURRENT SURVEY CONTROL
 DU0306  ___________________________________________________________________
 DU0306* NAD 83(1986)-  33 29 17.     (N)    110 34 38.     (W)     SCALED    
 DU0306* NAVD 88     -      1020.541  (meters)    3348.22   (feet)  ADJUSTED  
 DU0306  ___________________________________________________________________
 DU0306  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DU0306  DYNAMIC HT  -        1019.159 (meters)    3343.69  (feet)  COMP
 DU0306  MODELED GRAV-     979,249.3   (mgal)                       NAVD 88
 DU0306
 DU0306  VERT ORDER  -  SECOND    CLASS 0
 DU0306
 DU0306.The horizontal coordinates were scaled from a topographic map and have
 DU0306.an estimated accuracy of +/- 6 seconds.
 DU0306
 DU0306.The orthometric height was determined by differential leveling
 DU0306.and adjusted in June 1991.
 DU0306
 DU0306.The geoid height was determined by GEOID03.
 DU0306
 DU0306.The dynamic height is computed by dividing the NAVD 88
 DU0306.geopotential number by the normal gravity value computed on the
 DU0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0306.degrees latitude (g = 980.6199 gals.).
 DU0306
 DU0306.The modeled gravity was interpolated from observed gravity values.
 DU0306
 DU0306;                    North         East    Units  Estimated Accuracy
 DU0306;SPC AZ E     -   275,950.      175,210.      MT  (+/- 180 meters Scaled)
 DU0306
 DU0306                          SUPERSEDED SURVEY CONTROL
 DU0306
 DU0306  NGVD 29 (??/??/92) 1019.916  (m)         3346.17   (f) ADJ UNCH    2 0
 DU0306
 DU0306.Superseded values are not recommended for survey control.
 DU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0306.See file dsdata.txt to determine how the superseded data were derived.
 DU0306
 DU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC392054(NAD 83)
 DU0306_MARKER: DB = BENCH MARK DISK
 DU0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0306_STAMPING: W 108 1935
 DU0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0306+STABILITY: SURFACE MOTION
 DU0306
 DU0306  HISTORY     - Date     Condition        Report By
 DU0306  HISTORY     - 1935     MONUMENTED       CGS
 DU0306
 DU0306                          STATION DESCRIPTION
 DU0306
 DU0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0306'2.3 MI N FROM SAN CARLOS.
 DU0306'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, THENCE ABOUT
 DU0306'12.1 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, 1.4 MILES
 DU0306'SOUTHEAST OF A WELL NEAR TWO TANKS AND A CORRAL, AT THE NORTHEAST SIDE
 DU0306'OF A WASH, 33 FEET SOUTHEAST OF THE END OF THE POINT FORMED BY A
 DU0306'PROJECTION OF THE CANYON SIDE INTO THE WASH AND NEAR THE ROAD, 5 FEET
 DU0306'NORTHEAST OF THE FOOT OF THE CANYON SIDE, AND ABOUT LEVEL WITH THE
 DU0306'HIGH WATER MARK.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0129 ***********************************************************************
 CH0129  DESIGNATION -  W 109
 CH0129  PID         -  CH0129
 CH0129  STATE/COUNTY-  AZ/PIMA
 CH0129  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0129
 CH0129                         *CURRENT SURVEY CONTROL
 CH0129  ___________________________________________________________________
 CH0129* NAD 83(1986)-  31 56 18.     (N)    113 00 19.     (W)     SCALED    
 CH0129* NAVD 88     -       326.13   (+/-2cm)    1070.0    (feet)  VERTCON   
 CH0129  ___________________________________________________________________
 CH0129  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 CH0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0129
 CH0129.The horizontal coordinates were scaled from a topographic map and have
 CH0129.an estimated accuracy of +/- 6 seconds.
 CH0129
 CH0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0129.The vertical order pertains to the NGVD 29 superseded value.
 CH0129
 CH0129.The geoid height was determined by GEOID03.
 CH0129
 CH0129;                    North         East    Units  Estimated Accuracy
 CH0129;SPC AZ C     -   104,550.      110,430.      MT  (+/- 180 meters Scaled)
 CH0129
 CH0129                          SUPERSEDED SURVEY CONTROL
 CH0129
 CH0129  NGVD 29 (??/??/92)  325.43   (m)         1067.7    (f) COMPUTED    2 0
 CH0129
 CH0129.Superseded values are not recommended for survey control.
 CH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0129.See file dsdata.txt to determine how the superseded data were derived.
 CH0129
 CH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA104353(NAD 83)
 CH0129_MARKER: DB = BENCH MARK DISK
 CH0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0129_STAMPING: W 109 1935
 CH0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0129+STABILITY: SURFACE MOTION
 CH0129
 CH0129  HISTORY     - Date     Condition        Report By
 CH0129  HISTORY     - 1935     MONUMENTED       CGS
 CH0129  HISTORY     - 1952     GOOD             NGS
 CH0129  HISTORY     - 19841218 MARK NOT FOUND   USGS
 CH0129
 CH0129                          STATION DESCRIPTION
 CH0129
 CH0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CH0129'15.6 MI NW FROM LUKEVILLE.
 CH0129'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0129'LUKEVILLE TO A JUNCTION, THENCE 14.65 MILES WEST ALONG THE ROAD TO
 CH0129'QUITOVOQUITO, AT QUITOVOQUITO, 50.5 FEET SOUTHEAST OF THE SOUTHWEST
 CH0129'CORNER OF AN OLD ADOBE HOUSE, 39 1/2 FEET NORTHWEST OF THE CENTER LINE
 CH0129'OF A ROAD, 13.4 FEET SOUTHEAST OF A SMALL DRAINAGE DITCH, 1.9 FEET
 CH0129'SOUTHEAST OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT,
 CH0129'AND ABOUT LEVEL WITH THE ROAD.
 CH0129
 CH0129                          STATION RECOVERY (1984)
 CH0129
 CH0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (GH)
 CH0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0327 ***********************************************************************
 ES0327  DESIGNATION -  W 11
 ES0327  PID         -  ES0327
 ES0327  STATE/COUNTY-  AZ/GILA
 ES0327  USGS QUAD   -  STRAWBERRY (1967)
 ES0327
 ES0327                         *CURRENT SURVEY CONTROL
 ES0327  ___________________________________________________________________
 ES0327* NAD 83(1986)-  34 24 15.     (N)    111 33 15.     (W)     SCALED    
 ES0327* NAVD 88     -      1783.248  (meters)    5850.54   (feet)  ADJUSTED  
 ES0327  ___________________________________________________________________
 ES0327  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 ES0327  DYNAMIC HT  -        1780.745 (meters)    5842.33  (feet)  COMP
 ES0327  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 ES0327  OBS GRAVITY -     979,166.5   (mgal)                       GRAV_OBS
 ES0327
 ES0327  VERT ORDER  -  FIRST     CLASS II
 ES0327
 ES0327.The horizontal coordinates were scaled from a topographic map and have
 ES0327.an estimated accuracy of +/- 6 seconds.
 ES0327
 ES0327.The orthometric height was determined by differential leveling
 ES0327.and adjusted in June 1991.
 ES0327.WARNING-Repeat measurements at this control monument indicate possible
 ES0327.vertical movement.
 ES0327
 ES0327.The geoid height was determined by GEOID03.
 ES0327
 ES0327.The dynamic height is computed by dividing the NAVD 88
 ES0327.geopotential number by the normal gravity value computed on the
 ES0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0327.degrees latitude (g = 980.6199 gals.).
 ES0327
 ES0327.The modeled gravity was interpolated from observed gravity values.
 ES0327.The observed gravity was obtained from relative gravimeter ties
 ES0327.to the IGSN71 gravity network.
 ES0327
 ES0327;                    North         East    Units  Estimated Accuracy
 ES0327;SPC AZ E     -   378,360.       85,800.      MT  (+/- 180 meters Scaled)
 ES0327
 ES0327                          SUPERSEDED SURVEY CONTROL
 ES0327
 ES0327  NGVD 29 (??/??/92) 1782.422  (m)         5847.83   (f) ADJ UNCH    1 2
 ES0327
 ES0327.Superseded values are not recommended for survey control.
 ES0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0327.See file dsdata.txt to determine how the superseded data were derived.
 ES0327
 ES0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD490071(NAD 83)
 ES0327_MARKER: DD = SURVEY DISK
 ES0327_SETTING: 80 = SET IN A BOULDER
 ES0327_SP_SET: BOULDER
 ES0327_MARK LOGO: USGS  
 ES0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0327+STABILITY: SURFACE MOTION
 ES0327
 ES0327  HISTORY     - Date     Condition        Report By
 ES0327  HISTORY     - UNK      MONUMENTED       USGS
 ES0327  HISTORY     - 1933     GOOD             NGS
 ES0327  HISTORY     - 1982     GOOD             NGS
 ES0327
 ES0327                          STATION DESCRIPTION
 ES0327
 ES0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0327'7.0 MI NW FROM PINE.
 ES0327'AT SIDE OF HIGHWAY, T.12 N., R.7 AND 8 E., SECTION CORNER 19, 34, 25,
 ES0327'30, - 25 FEET SOUTHEAST OF, 300 FEET NORTHEAST OF OLD BARN, 55 FEET
 ES0327'SOUTH OF HIGHWAY CENTER-LINE, 15 FEET EAST OF FENCE CORNER, TOP OF
 ES0327'MALPAIS BOULDER.
 ES0327
 ES0327                          STATION RECOVERY (1982)
 ES0327
 ES0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0327'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0327'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0327'IN PINE, THENCE 6.4 KM (4.0 MI) WEST ALONG FOSSIL CREEK ROAD, IN TOP
 ES0327'OF A 3 BY 5 PORTION OF AN EMBEDDED BOULDER ON THE OUTSIDE OF A FENCE
 ES0327'CORNER AND AT AN INTERSECTION OF SECTION LINES, 15.9 METERS (52 FT)
 ES0327'SOUTH OF THE ROAD CENTERLINE, 7.3 METERS (24 FT) SOUTHEAST OF A US
 ES0327'FOREST SERVICE BOUNDRY MARKER, 4.6 METERS (15 FT) EAST OF A FENCE
 ES0327'CORNER POST.
 ES0327'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0327'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0670 ***********************************************************************
 ET0670  DESIGNATION -  W 11
 ET0670  PID         -  ET0670
 ET0670  STATE/COUNTY-  AZ/MOHAVE
 ET0670  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0670
 ET0670                         *CURRENT SURVEY CONTROL
 ET0670  ___________________________________________________________________
 ET0670* NAD 83(1986)-  34 18 05.     (N)    113 39 21.     (W)     SCALED    
 ET0670* NAVD 88     -       526.65   (+/-2cm)    1727.9    (feet)  VERTCON   
 ET0670  ___________________________________________________________________
 ET0670  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ET0670  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0670
 ET0670.The horizontal coordinates were scaled from a topographic map and have
 ET0670.an estimated accuracy of +/- 6 seconds.
 ET0670
 ET0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0670.The vertical order pertains to the NGVD 29 superseded value.
 ET0670
 ET0670.The geoid height was determined by GEOID03.
 ET0670
 ET0670;                    North         East    Units  Estimated Accuracy
 ET0670;SPC AZ W     -   366,100.      222,030.      MT  (+/- 180 meters Scaled)
 ET0670
 ET0670                          SUPERSEDED SURVEY CONTROL
 ET0670
 ET0670  NGVD 29 (??/??/92)  525.958  (m)         1725.58   (f) ADJ UNCH    1 2
 ET0670
 ET0670.Superseded values are not recommended for survey control.
 ET0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0670.See file dsdata.txt to determine how the superseded data were derived.
 ET0670
 ET0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC555987(NAD 83)
 ET0670_MARKER: DB = BENCH MARK DISK
 ET0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0670_STAMPING: 1725.581 W 11 1927
 ET0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0670+STABILITY: SURFACE MOTION
 ET0670
 ET0670  HISTORY     - Date     Condition        Report By
 ET0670  HISTORY     - 1927     MONUMENTED       CGS
 ET0670  HISTORY     - 1934     GOOD             NGS
 ET0670  HISTORY     - 19870504 GOOD             USGS
 ET0670
 ET0670                          STATION DESCRIPTION
 ET0670
 ET0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0670'56.0 MI SE FROM YUCCA.
 ET0670'56 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0670'POST OFFICE AT YUCCA, MOHAVE COUNTY, AT THE SOUTHEAST END OF THE OLD
 ET0670'CACTUS QUEEN MINING CAMP, AT A CLEARING BETWEEN TWO WASHES, 100 FEET
 ET0670'SOUTHEAST OF THE REMAINS OF THE LAST SHACK AT THE SOUTHEAST SIDE OF
 ET0670'THE CAMP, 84 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 23 FEET
 ET0670'NORTHWEST OF A CORNER STAKE OF THE SILVER CROWN MINING CLAIM.  A
 ET0670'STANDARD DISK, STAMPED 1725.581 W 11 1927 AND SET IN THE TOP OF A
 ET0670'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. NOTE-- 1965 USGS
 ET0670'REPORT-56.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING,
 ET0670'300 FEET SOUTHEAST OF THE LAST SHACK.
 ET0670
 ET0670                          STATION RECOVERY (1987)
 ET0670
 ET0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0370 ***********************************************************************
 DA0370  DESIGNATION -  W 110
 DA0370  PID         -  DA0370
 DA0370  STATE/COUNTY-  AZ/PIMA
 DA0370  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0370
 DA0370                         *CURRENT SURVEY CONTROL
 DA0370  ___________________________________________________________________
 DA0370* NAD 83(1986)-  32 01 42.     (N)    112 46 35.     (W)     SCALED    
 DA0370* NAVD 88     -       566.53   (+/-2cm)    1858.7    (feet)  VERTCON   
 DA0370  ___________________________________________________________________
 DA0370  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DA0370  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0370
 DA0370.The horizontal coordinates were scaled from a topographic map and have
 DA0370.an estimated accuracy of +/- 6 seconds.
 DA0370
 DA0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0370.The vertical order pertains to the NGVD 29 superseded value.
 DA0370
 DA0370.The geoid height was determined by GEOID03.
 DA0370
 DA0370;                    North         East    Units  Estimated Accuracy
 DA0370;SPC AZ C     -   114,330.      132,150.      MT  (+/- 180 meters Scaled)
 DA0370
 DA0370                          SUPERSEDED SURVEY CONTROL
 DA0370
 DA0370  NGVD 29 (??/??/92)  565.772  (m)         1856.20   (f) ADJ UNCH    1 2
 DA0370
 DA0370.Superseded values are not recommended for survey control.
 DA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0370.See file dsdata.txt to determine how the superseded data were derived.
 DA0370
 DA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA322449(NAD 83)
 DA0370_MARKER: DB = BENCH MARK DISK
 DA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0370_STAMPING: W 110 1935
 DA0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0370+STABILITY: SURFACE MOTION
 DA0370
 DA0370  HISTORY     - Date     Condition        Report By
 DA0370  HISTORY     - 1935     MONUMENTED       CGS
 DA0370  HISTORY     - 1953     GOOD             NGS
 DA0370
 DA0370                          STATION DESCRIPTION
 DA0370
 DA0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0370'11.6 MI N FROM LUKEVILLE.
 DA0370'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0370'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 6.4 MILES
 DA0370'NORTH ALONG THE OLD SONOYTA-AJO ROAD, 134 1/2 FEET SOUTHEAST OF THE
 DA0370'APPROXIMATE CENTER OF THE CROSSING OF A LARGE WASH, 46 1/2 FEET EAST
 DA0370'OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTH OF A WITNESS POST,
 DA0370'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0370'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0613 ***********************************************************************
 ES0613  DESIGNATION -  W 111
 ES0613  PID         -  ES0613
 ES0613  STATE/COUNTY-  AZ/YAVAPAI
 ES0613  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0613
 ES0613                         *CURRENT SURVEY CONTROL
 ES0613  ___________________________________________________________________
 ES0613* NAD 83(1986)-  34 35 30.     (N)    111 59 53.     (W)     SCALED    
 ES0613* NAVD 88     -      1343.68   (+/-2cm)    4408.4    (feet)  VERTCON   
 ES0613  ___________________________________________________________________
 ES0613  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 ES0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0613
 ES0613.The horizontal coordinates were scaled from a topographic map and have
 ES0613.an estimated accuracy of +/- 6 seconds.
 ES0613
 ES0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0613.The vertical order pertains to the NGVD 29 superseded value.
 ES0613
 ES0613.The geoid height was determined by GEOID03.
 ES0613
 ES0613;                    North         East    Units  Estimated Accuracy
 ES0613;SPC AZ C     -   398,280.      205,890.      MT  (+/- 180 meters Scaled)
 ES0613
 ES0613                          SUPERSEDED SURVEY CONTROL
 ES0613
 ES0613  NGVD 29 (??/??/92) 1342.867  (m)         4405.72   (f) ADJ UNCH    2 0
 ES0613
 ES0613.Superseded values are not recommended for survey control.
 ES0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0613.See file dsdata.txt to determine how the superseded data were derived.
 ES0613
 ES0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD084282(NAD 83)
 ES0613_MARKER: DB = BENCH MARK DISK
 ES0613_SETTING: 0 = UNSPECIFIED SETTING
 ES0613_STAMPING: W 111 1935
 ES0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0613
 ES0613  HISTORY     - Date     Condition        Report By
 ES0613  HISTORY     - 1935     MONUMENTED       CGS
 ES0613  HISTORY     - 20090220 GOOD             GEOCAC
 ES0613
 ES0613                          STATION DESCRIPTION
 ES0613
 ES0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0613'4.9 MI E FROM CHERRY.
 ES0613'ABOUT 200 FT. S.E. OF THREE SMALL WOODEN HOUSES, ABOUT 100 FT. E OF A
 ES0613'U TURN TO THE S, 45 FT. N.E. OF THE CENTER LINE OF THE ROAD, AND ABOUT
 ES0613'8 FT. ABOVE ROAD GRADE.
 ES0613
 ES0613                          STATION RECOVERY (2009)
 ES0613
 ES0613'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0613'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0613'THE DESCRIPTION - THE ROAD IS CHERRY ROAD, THE THREE SMALL HOUSES ARE
 ES0613'GONE, AND THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 ES0613'PROJECTING 1.0 FEET ABOVE THE GROUND. HANDHELD COORDINATES
 ES0613'34 35 30.1 (N)   111 59 53.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0788 ***********************************************************************
 CG0788  DESIGNATION -  W 112
 CG0788  PID         -  CG0788
 CG0788  STATE/COUNTY-  AZ/PIMA
 CG0788  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0788
 CG0788                         *CURRENT SURVEY CONTROL
 CG0788  ___________________________________________________________________
 CG0788* NAD 83(1986)-  31 49 07.     (N)    111 32 29.     (W)     SCALED    
 CG0788* NAVD 88     -      1125.97   (+/-2cm)    3694.1    (feet)  VERTCON   
 CG0788  ___________________________________________________________________
 CG0788  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0788
 CG0788.The horizontal coordinates were scaled from a topographic map and have
 CG0788.an estimated accuracy of +/- 6 seconds.
 CG0788
 CG0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0788.The vertical order pertains to the NGVD 29 superseded value.
 CG0788
 CG0788.The geoid height was determined by GEOID03.
 CG0788
 CG0788;                    North         East    Units  Estimated Accuracy
 CG0788;SPC AZ C     -    90,820.      248,890.      MT  (+/- 180 meters Scaled)
 CG0788
 CG0788                          SUPERSEDED SURVEY CONTROL
 CG0788
 CG0788  NGVD 29 (??/??/92) 1125.156  (m)         3691.45   (f) ADJ UNCH    2 0
 CG0788
 CG0788.Superseded values are not recommended for survey control.
 CG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0788.See file dsdata.txt to determine how the superseded data were derived.
 CG0788
 CG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA487204(NAD 83)
 CG0788_MARKER: DB = BENCH MARK DISK
 CG0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0788_SP_SET: FOUNDATION
 CG0788_STAMPING: W 112 1935
 CG0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0788
 CG0788  HISTORY     - Date     Condition        Report By
 CG0788  HISTORY     - 1935     MONUMENTED       CGS
 CG0788  HISTORY     - 1952     GOOD             NGS
 CG0788  HISTORY     - 1977     GOOD             USGS
 CG0788
 CG0788                          STATION DESCRIPTION
 CG0788
 CG0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0788'27.85 MI SW FROM THREE POINTS.
 CG0788'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0788'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 7.25 MILES WEST
 CG0788'ALONG THE ELKHORN RANCH ROAD, AT THE ELKHORN RANCH (FORMERLY THE
 CG0788'FRESNAL RANCH) SET IN THE TOP OF THE FOUNDATION OF A CONCRETE HOUSE
 CG0788'USE FOR STORING ICE AND MEAT, 0.3 FOOT NORTHEAST OF THE NORTHEAST
 CG0788'CORNER, NEAR THE WINDMILL AND A GROUP OF COTTON WOOD TREES, 185 FEET
 CG0788'WEST OF THE ABANDONED SCHOOL HOUSE AT ELKHORN RANCH, 22 FEET SOUTH OF
 CG0788'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD, AND SET IN
 CG0788'THE TOP OF THE CONCRETE FOUNDATION OF THE CONCRETE ICE AND MEAT HOUSE
 CG0788'AND AT THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION.
 CG0788
 CG0788                          STATION RECOVERY (1977)
 CG0788
 CG0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0788'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0810 ***********************************************************************
 CG0810  DESIGNATION -  W 113
 CG0810  PID         -  CG0810
 CG0810  STATE/COUNTY-  AZ/PIMA
 CG0810  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0810
 CG0810                         *CURRENT SURVEY CONTROL
 CG0810  ___________________________________________________________________
 CG0810* NAD 83(1986)-  31 32 42.     (N)    111 32 23.     (W)     SCALED    
 CG0810* NAVD 88     -      1085.98   (+/-2cm)    3562.9    (feet)  VERTCON   
 CG0810  ___________________________________________________________________
 CG0810  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CG0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0810
 CG0810.The horizontal coordinates were scaled from a topographic map and have
 CG0810.an estimated accuracy of +/- 6 seconds.
 CG0810
 CG0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0810.The vertical order pertains to the NGVD 29 superseded value.
 CG0810
 CG0810.The geoid height was determined by GEOID03.
 CG0810
 CG0810;                    North         East    Units  Estimated Accuracy
 CG0810;SPC AZ C     -    60,480.      249,150.      MT  (+/- 180 meters Scaled)
 CG0810
 CG0810                          SUPERSEDED SURVEY CONTROL
 CG0810
 CG0810  NGVD 29 (??/??/92) 1085.178  (m)         3560.29   (f) ADJ UNCH    2 0
 CG0810
 CG0810.Superseded values are not recommended for survey control.
 CG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0810.See file dsdata.txt to determine how the superseded data were derived.
 CG0810
 CG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV487901(NAD 83)
 CG0810_MARKER: DB = BENCH MARK DISK
 CG0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0810_STAMPING: W 113 1935
 CG0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0810+STABILITY: SURFACE MOTION
 CG0810
 CG0810  HISTORY     - Date     Condition        Report By
 CG0810  HISTORY     - 1935     MONUMENTED       CGS
 CG0810  HISTORY     - 1951     GOOD             NGS
 CG0810  HISTORY     - 1977     GOOD             USGS
 CG0810  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0810
 CG0810                          STATION DESCRIPTION
 CG0810
 CG0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0810'4.05 MI N FROM SASABE.
 CG0810'4.05 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0810'HOUSE AT SASABE, 0.25 MILE NORTH OF A T JUNCTION OF THE MAIN ROAD AND
 CG0810'A ROAD LEADING WEST TO THE SIERRA VISTA RANCH, AND ABOUT 160 FEET EAST
 CG0810'OF A POWER LINE, 69 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5
 CG0810'FEET WEST OF THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 CG0810'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CG0810'GROUND.
 CG0810
 CG0810                          STATION RECOVERY (1977)
 CG0810
 CG0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0810'SASABE, 4.1 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO FENCE
 CG0810'LINE (ABOUT 0.25 MI N. OF JUNCTION RD. LEADING W. TO SIERRA VISTA
 CG0810'RANCH). 160 FT E. OF POWERLINE, 70 FT E. OF CENTERLINE OF HWY., 1.5
 CG0810'FT W. OF WITNESS POST, 1 FT HIGHER THAN HWY. SET IN TOP OF CONCRETE
 CG0810'POST PROJECTING 0.6 FT ABOVE GROUND. STANDARD DISK STAMPED W 113
 CG0810'1935.
 CG0810
 CG0810                          STATION RECOVERY (2001)
 CG0810
 CG0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0810'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0502 ***********************************************************************
 CG0502  DESIGNATION -  W 114
 CG0502  PID         -  CG0502
 CG0502  STATE/COUNTY-  AZ/PIMA
 CG0502  USGS QUAD   -  TWIN BUTTES (1981)
 CG0502
 CG0502                         *CURRENT SURVEY CONTROL
 CG0502  ___________________________________________________________________
 CG0502* NAD 83(1986)-  31 55 57.     (N)    111 01 43.     (W)     SCALED    
 CG0502* NAVD 88     -       971.22   (+/-2cm)    3186.4    (feet)  VERTCON   
 CG0502  ___________________________________________________________________
 CG0502  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0502
 CG0502.The horizontal coordinates were scaled from a topographic map and have
 CG0502.an estimated accuracy of +/- 6 seconds.
 CG0502
 CG0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0502.The vertical order pertains to the NGVD 29 superseded value.
 CG0502
 CG0502.The geoid height was determined by GEOID03.
 CG0502
 CG0502;                    North         East    Units  Estimated Accuracy
 CG0502;SPC AZ C     -   103,730.      297,330.      MT  (+/- 180 meters Scaled)
 CG0502
 CG0502                          SUPERSEDED SURVEY CONTROL
 CG0502
 CG0502  NGVD 29 (??/??/92)  970.502  (m)         3184.06   (f) ADJ UNCH    2 0
 CG0502
 CG0502.Superseded values are not recommended for survey control.
 CG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0502.See file dsdata.txt to determine how the superseded data were derived.
 CG0502
 CG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA972329(NAD 83)
 CG0502_MARKER: DB = BENCH MARK DISK
 CG0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0502_STAMPING: W 114 1935
 CG0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0502+STABILITY: SURFACE MOTION
 CG0502
 CG0502  HISTORY     - Date     Condition        Report By
 CG0502  HISTORY     - 1935     MONUMENTED       CGS
 CG0502  HISTORY     - 1976     GOOD             USGS
 CG0502
 CG0502                          STATION DESCRIPTION
 CG0502
 CG0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0502'2.1 MI N FROM TWIN BUTTES.
 CG0502'2.1 MILES NORTH ALONG THE SAN XAVIER ROAD FROM TWIN BUTTES, PIMA
 CG0502'COUNTY, THENCE 2.1 MILES EAST ALONG THE SAHUARITA ROAD.  155 FEET WEST
 CG0502'OF A ROAD JUNCTION, AND 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, A
 CG0502'STANDARD DISK, STAMPED W 114 1935 AND SET IN THE TOP OF A CONCRETE
 CG0502'POST.
 CG0502
 CG0502                          STATION RECOVERY (1976)
 CG0502
 CG0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0502'4.0 MILES SOUTH ALONG THE TWIN BUTTES ROAD FROM SAN XAVIER, PIMA
 CG0502'COUNTY, THENCE, 2.1 MILES EAST ALONG THE SAHUARITA ROAD, 102 FEET
 CG0502'EAST OF RAILROAD CROSSING, 38 FEET SOUTH OF THE CENTER OF THE ROAD. A
 CG0502'STANDARD DISK, STAMPED W 114 1935 AND SET IN THE TOP OF A CONCRETE
 CG0502'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0466 ***********************************************************************
 CG0466  DESIGNATION -  W 115
 CG0466  PID         -  CG0466
 CG0466  STATE/COUNTY-  AZ/PIMA
 CG0466  USGS QUAD   -  BATAMOTE HILLS (1981)
 CG0466
 CG0466                         *CURRENT SURVEY CONTROL
 CG0466  ___________________________________________________________________
 CG0466* NAD 83(1986)-  31 45 00.     (N)    111 11 11.     (W)     SCALED    
 CG0466* NAVD 88     -      1075.49   (+/-2cm)    3528.5    (feet)  VERTCON   
 CG0466  ___________________________________________________________________
 CG0466  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CG0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0466
 CG0466.The horizontal coordinates were scaled from a topographic map and have
 CG0466.an estimated accuracy of +/- 6 seconds.
 CG0466
 CG0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0466.The vertical order pertains to the NGVD 29 superseded value.
 CG0466
 CG0466.The geoid height was determined by GEOID03.
 CG0466
 CG0466;                    North         East    Units  Estimated Accuracy
 CG0466;SPC AZ C     -    83,380.      282,550.      MT  (+/- 180 meters Scaled)
 CG0466
 CG0466                          SUPERSEDED SURVEY CONTROL
 CG0466
 CG0466  NGVD 29 (??/??/92) 1074.685  (m)         3525.86   (f) ADJ UNCH    2 0
 CG0466
 CG0466.Superseded values are not recommended for survey control.
 CG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0466.See file dsdata.txt to determine how the superseded data were derived.
 CG0466
 CG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA823127(NAD 83)
 CG0466_MARKER: DB = BENCH MARK DISK
 CG0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0466_STAMPING: W 115 1935
 CG0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0466+STABILITY: SURFACE MOTION
 CG0466
 CG0466  HISTORY     - Date     Condition        Report By
 CG0466  HISTORY     - 1935     MONUMENTED       CGS
 CG0466  HISTORY     - 1952     GOOD             NGS
 CG0466
 CG0466                          STATION DESCRIPTION
 CG0466
 CG0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0466'8.8 MI NW FROM ARIVACA.
 CG0466'5.5 MILES WEST ALONG THE ARIVACA ROAD FROM THE ARIVACA JUNCTION,
 CG0466'THENCE 3.3 MILES NORTHWEST ALONG THE BATAMONTE RANCH ROAD, 0.2 MILE
 CG0466'NORTHWEST OF A POINT WHERE THE ROAD CROSSES A LARGE WASH, ON THE
 CG0466'SOUTHEAST SLOPE OF A GRADE, 0.7 MILE SOUTHEAST OF A POINT WHERE THE
 CG0466'ROAD CROSSES BATAMONTE WASH, 0.8 MILE SOUTHEAST OF A WOODEN GATE
 CG0466'ACROSS THE ROAD, 19 1/2 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 CG0466'THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0466'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0551 ***********************************************************************
 FS0551  DESIGNATION -  W 116
 FS0551  PID         -  FS0551
 FS0551  STATE/COUNTY-  AZ/MOHAVE
 FS0551  USGS QUAD   -  CERBAT (1968)
 FS0551
 FS0551                         *CURRENT SURVEY CONTROL
 FS0551  ___________________________________________________________________
 FS0551* NAD 83(1986)-  35 18 55.     (N)    114 10 33.     (W)     SCALED    
 FS0551* NAVD 88     -      1052.857  (meters)    3454.25   (feet)  ADJUSTED  
 FS0551  ___________________________________________________________________
 FS0551  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0551  DYNAMIC HT  -        1051.619 (meters)    3450.19  (feet)  COMP
 FS0551  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 FS0551  OBS GRAVITY -     979,422.3   (mgal)                       GRAV_OBS
 FS0551
 FS0551  VERT ORDER  -  FIRST     CLASS II
 FS0551
 FS0551.The horizontal coordinates were scaled from a topographic map and have
 FS0551.an estimated accuracy of +/- 6 seconds.
 FS0551
 FS0551.The orthometric height was determined by differential leveling
 FS0551.and adjusted in June 1991.
 FS0551
 FS0551.The geoid height was determined by GEOID03.
 FS0551
 FS0551.The dynamic height is computed by dividing the NAVD 88
 FS0551.geopotential number by the normal gravity value computed on the
 FS0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0551.degrees latitude (g = 980.6199 gals.).
 FS0551
 FS0551.The modeled gravity was interpolated from observed gravity values.
 FS0551.The observed gravity was obtained from relative gravimeter ties
 FS0551.to the IGSN71 gravity network.
 FS0551
 FS0551;                    North         East    Units  Estimated Accuracy
 FS0551;SPC AZ W     -   478,650.      174,640.      MT  (+/- 180 meters Scaled)
 FS0551
 FS0551                          SUPERSEDED SURVEY CONTROL
 FS0551
 FS0551  NGVD 29 (??/??/92) 1052.048  (m)         3451.59   (f) ADJ UNCH    1 2
 FS0551
 FS0551.Superseded values are not recommended for survey control.
 FS0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0551.See file dsdata.txt to determine how the superseded data were derived.
 FS0551
 FS0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV567116(NAD 83)
 FS0551_MARKER: DB = BENCH MARK DISK
 FS0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0551_STAMPING: W 116 1935
 FS0551_MARK LOGO: CGS   
 FS0551_PROJECTION: PROJECTING 24 CENTIMETERS
 FS0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0551+STABILITY: SURFACE MOTION
 FS0551
 FS0551  HISTORY     - Date     Condition        Report By
 FS0551  HISTORY     - 1935     MONUMENTED       CGS
 FS0551  HISTORY     - 1940     GOOD             NGS
 FS0551  HISTORY     - 1982     GOOD             NGS
 FS0551  HISTORY     - 1982     GOOD             NGS
 FS0551
 FS0551                          STATION DESCRIPTION
 FS0551
 FS0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0551'7.1 MI SE FROM CHLORIDE.
 FS0551'7.1 MILES SOUTHEAST ALONG THE OLD KINGMAN ROAD FROM CHLORIDE,
 FS0551'1.0 MILE NORTH OF THE INTERSECTION OF THE COLUMBUS MINE ROAD,
 FS0551'0.1 MILE SOUTH OF THE JUNCTION OF A DIM ROAD LEADING EAST,
 FS0551'ABOUT 400 FEET NORTH OF A WASH, 150 FEET SOUTH OF ANOTHER
 FS0551'WASH, 45 FEET EAST OF THE CENTERLINE OF THE OLD ROAD, AND 2.4
 FS0551'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FS0551'STAMPED W 116 1935 AND SET IN THE TOP OF A CONCRETE POST
 FS0551'PROJECTING 0.8 FOOT ABOVE GROUND.
 FS0551
 FS0551                          STATION RECOVERY (1982)
 FS0551
 FS0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0551'11.4 KM (7.1 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0551'IN CHLORIDE, 1.6 KM (1.0 MI) NORTH OF THE INTERSECTION OF THE COLUMBUS
 FS0551'MINE ROAD, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF A DIM TRACK ROAD
 FS0551'LEADING EAST, 121.9 METERS (400 FT) NORTH OF A WASH, 45.7 METERS (150
 FS0551'FT) SOUTH OF A WASH, 13.7 METERS (45 FT) EAST OF THE CENTERLINE OF THE
 FS0551'OLD HIGHWAY.
 FS0551'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 FS0551
 FS0551                          STATION RECOVERY (1982)
 FS0551
 FS0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0551'11.4 KM (7.1 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0551'IN CHLORIDE, 1.6 KM (1.0 MI) NORTH OF THE INTERSECTION OF THE COLUMBUS
 FS0551'MINE ROAD, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF A DIM TRACK ROAD
 FS0551'LEADING EAST, 121.9 METERS (400 FT) NORTH OF A WASH, 45.7 METERS (150
 FS0551'FT) SOUTH OF A WASH, 13.7 METERS (45 FT) EAST OF THE CENTERLINE OF THE
 FS0551'OLD HIGHWAY.
 FS0551'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0609 ***********************************************************************
 CG0609  DESIGNATION -  W 117
 CG0609  PID         -  CG0609
 CG0609  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0609  USGS QUAD   -  RUBY (1981)
 CG0609
 CG0609                         *CURRENT SURVEY CONTROL
 CG0609  ___________________________________________________________________
 CG0609* NAD 83(1986)-  31 24 58.     (N)    111 09 39.     (W)     SCALED    
 CG0609* NAVD 88     -      1350.77   (+/-2cm)    4431.7    (feet)  VERTCON   
 CG0609  ___________________________________________________________________
 CG0609  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CG0609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0609
 CG0609.The horizontal coordinates were scaled from a topographic map and have
 CG0609.an estimated accuracy of +/- 6 seconds.
 CG0609
 CG0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0609.The vertical order pertains to the NGVD 29 superseded value.
 CG0609
 CG0609.The geoid height was determined by GEOID03.
 CG0609
 CG0609;                    North         East    Units  Estimated Accuracy
 CG0609;SPC AZ C     -    46,380.      285,220.      MT  (+/- 180 meters Scaled)
 CG0609
 CG0609                          SUPERSEDED SURVEY CONTROL
 CG0609
 CG0609  NGVD 29 (??/??/92) 1349.856  (m)         4428.65   (f) ADJ UNCH    2 0
 CG0609
 CG0609.Superseded values are not recommended for survey control.
 CG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0609.See file dsdata.txt to determine how the superseded data were derived.
 CG0609
 CG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV847757(NAD 83)
 CG0609_MARKER: DB = BENCH MARK DISK
 CG0609_SETTING: 80 = SET IN A BOULDER
 CG0609_SP_SET: BOULDER
 CG0609_STAMPING: W 117 1935
 CG0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0609+STABILITY: SURFACE MOTION
 CG0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0609+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 CG0609
 CG0609  HISTORY     - Date     Condition        Report By
 CG0609  HISTORY     - 1935     MONUMENTED       CGS
 CG0609  HISTORY     - 1977     GOOD             USGS
 CG0609  HISTORY     - 20061216 GOOD             GEOCAC
 CG0609
 CG0609                          STATION DESCRIPTION
 CG0609
 CG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0609'7.7 MI SE FROM RUBY.
 CG0609'7.7 MILES SOUTHEAST ALONG THE NOGALES ROAD FROM RUBY, SANTA CRUZ
 CG0609'COUNTY, 1.0 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO
 CG0609'TESCOSA RANCH, 100 FEET WEST OF A SHARP CURVE, 24 FEET NORTH OF THE
 CG0609'CENTERLINE OF THE ROAD, IN THE TOP OF A PROMINENT BOULDER, AND 4 FEET
 CG0609'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED W 117 1935.
 CG0609
 CG0609                          STATION RECOVERY (1977)
 CG0609
 CG0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0609'7.7 MILES SOUTHEAST ALONG NOGALES ROAD FROM RUBY. 1.0 MILES SOUTHEAST
 CG0609'OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO BEAR VALLEY RANCH. 100
 CG0609'FEET WEST OF A SHARP CURVE. 24 FEET NORTH OF THE C/L OF ROAD. SET IN
 CG0609'TOP OF PROMINENT BOULDER PROJECTING 4.0 FEET. A STANDARD DISK STAMPED
 CG0609'W 117 1935.
 CG0609
 CG0609                          STATION RECOVERY (2006)
 CG0609
 CG0609'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0609'LOCATED PER DESCRIPTION THOUGH SCALED COORDINATES WERE SLIGHTLY OFF.
 CG0609'OUR READINGS WERE N 31 24.975 W 111 09.656
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0825 ***********************************************************************
 CG0825  DESIGNATION -  W 118
 CG0825  PID         -  CG0825
 CG0825  STATE/COUNTY-  AZ/PIMA
 CG0825  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0825
 CG0825                         *CURRENT SURVEY CONTROL
 CG0825  ___________________________________________________________________
 CG0825* NAD 83(1986)-  31 48 12.     (N)    111 43 38.     (W)     SCALED    
 CG0825* NAVD 88     -       860.52   (+/-2cm)    2823.2    (feet)  VERTCON   
 CG0825  ___________________________________________________________________
 CG0825  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CG0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0825
 CG0825.The horizontal coordinates were scaled from a topographic map and have
 CG0825.an estimated accuracy of +/- 6 seconds.
 CG0825
 CG0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0825.The vertical order pertains to the NGVD 29 superseded value.
 CG0825
 CG0825.The geoid height was determined by GEOID03.
 CG0825
 CG0825;                    North         East    Units  Estimated Accuracy
 CG0825;SPC AZ C     -    89,080.      231,300.      MT  (+/- 180 meters Scaled)
 CG0825
 CG0825                          SUPERSEDED SURVEY CONTROL
 CG0825
 CG0825  NGVD 29 (??/??/92)  859.772  (m)         2820.77   (f) ADJ UNCH    2 0
 CG0825
 CG0825.Superseded values are not recommended for survey control.
 CG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0825.See file dsdata.txt to determine how the superseded data were derived.
 CG0825
 CG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA311188(NAD 83)
 CG0825_MARKER: DB = BENCH MARK DISK
 CG0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0825_STAMPING: W 118 1935
 CG0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0825+STABILITY: SURFACE MOTION
 CG0825
 CG0825  HISTORY     - Date     Condition        Report By
 CG0825  HISTORY     - 1935     MONUMENTED       CGS
 CG0825  HISTORY     - 1952     GOOD             NGS
 CG0825
 CG0825                          STATION DESCRIPTION
 CG0825
 CG0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0825'5.9 MI E FROM TOPAWA.
 CG0825'5.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0825'TOPAWA, 59 FEET SOUTHWEST OF A TELEPHONE POLE, 33 1/2 FEET NORTH OF
 CG0825'THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT 1
 CG0825'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0825'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0390 ***********************************************************************
 FS0390  DESIGNATION -  W 119
 FS0390  PID         -  FS0390
 FS0390  STATE/COUNTY-  AZ/MOHAVE
 FS0390  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0390
 FS0390                         *CURRENT SURVEY CONTROL
 FS0390  ___________________________________________________________________
 FS0390* NAD 83(1986)-  35 57 44.     (N)    114 29 36.     (W)     SCALED    
 FS0390* NAVD 88     -       501.667  (meters)    1645.89   (feet)  POSTED    
 FS0390  ___________________________________________________________________
 FS0390  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FS0390  DYNAMIC HT  -         501.160 (meters)    1644.22  (feet)  COMP
 FS0390  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 FS0390
 FS0390  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0390
 FS0390.The horizontal coordinates were scaled from a topographic map and have
 FS0390.an estimated accuracy of +/- 6 seconds.
 FS0390
 FS0390.The orthometric height was determined by differential leveling
 FS0390.and adjusted by the  in 1992.
 FS0390.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0390.rate of 0.0 thru 1.0 mm/km.
 FS0390
 FS0390.The geoid height was determined by GEOID03.
 FS0390
 FS0390.The dynamic height is computed by dividing the NAVD 88
 FS0390.geopotential number by the normal gravity value computed on the
 FS0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0390.degrees latitude (g = 980.6199 gals.).
 FS0390
 FS0390.The modeled gravity was interpolated from observed gravity values.
 FS0390
 FS0390;                    North         East    Units  Estimated Accuracy
 FS0390;SPC AZ W     -   550,600.      146,310.      MT  (+/- 180 meters Scaled)
 FS0390
 FS0390                          SUPERSEDED SURVEY CONTROL
 FS0390
 FS0390  NGVD 29 (??/??/92)  500.945  (m)         1643.52   (f) ADJ UNCH    1 1
 FS0390
 FS0390.Superseded values are not recommended for survey control.
 FS0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0390.See file dsdata.txt to determine how the superseded data were derived.
 FS0390
 FS0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV260826(NAD 83)
 FS0390_MARKER: DB = BENCH MARK DISK
 FS0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0390_STAMPING: W 119 1935
 FS0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0390+STABILITY: SURFACE MOTION
 FS0390
 FS0390  HISTORY     - Date     Condition        Report By
 FS0390  HISTORY     - 1935     MONUMENTED       CGS
 FS0390  HISTORY     - 1950     GOOD             NGS
 FS0390  HISTORY     - 1963     GOOD             NGS
 FS0390
 FS0390                          STATION DESCRIPTION
 FS0390
 FS0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0390'8 MI S FROM MOUTH OF DETRITAL WASH.
 FS0390'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0390'MEAD, THENCE 1.1 MILES SOUTHWEST ALONG AN OLD ABANDONED ROAD,
 FS0390'0.7 MILE NORTHWEST OF THE WASH, 0.25 MILE SOUTHWEST OF THE
 FS0390'INTERSECTION OF A GRADED ROAD LEADING SOUTH TO U.S. HIGHWAY 93,
 FS0390'AT THE Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, 58 1/2 FEET
 FS0390'EAST OF THE CENTER OF THE JUNCTION, 24 1/2 FEET NORTHEAST OF THE
 FS0390'CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST,
 FS0390'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0390'POST PROJECTING 0.7 FEET ABOVE THE GROUND.
 FS0390
 FS0390                          STATION RECOVERY (1963)
 FS0390
 FS0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0330 ***********************************************************************
 FS0330  DESIGNATION -  W 121
 FS0330  PID         -  FS0330
 FS0330  STATE/COUNTY-  AZ/MOHAVE
 FS0330  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0330
 FS0330                         *CURRENT SURVEY CONTROL
 FS0330  ___________________________________________________________________
 FS0330* NAD 83(1986)-  35 33 24.     (N)    114 22 17.     (W)     SCALED    
 FS0330* NAVD 88     -       870.931  (meters)    2857.38   (feet)  ADJUSTED  
 FS0330  ___________________________________________________________________
 FS0330  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0330  DYNAMIC HT  -         869.941 (meters)    2854.13  (feet)  COMP
 FS0330  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 FS0330
 FS0330  VERT ORDER  -  FIRST     CLASS I
 FS0330
 FS0330.The horizontal coordinates were scaled from a topographic map and have
 FS0330.an estimated accuracy of +/- 6 seconds.
 FS0330
 FS0330.The orthometric height was determined by differential leveling
 FS0330.and adjusted in June 1991.
 FS0330
 FS0330.The geoid height was determined by GEOID03.
 FS0330
 FS0330.The dynamic height is computed by dividing the NAVD 88
 FS0330.geopotential number by the normal gravity value computed on the
 FS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0330.degrees latitude (g = 980.6199 gals.).
 FS0330
 FS0330.The modeled gravity was interpolated from observed gravity values.
 FS0330
 FS0330;                    North         East    Units  Estimated Accuracy
 FS0330;SPC AZ W     -   505,520.      157,030.      MT  (+/- 180 meters Scaled)
 FS0330
 FS0330                          SUPERSEDED SURVEY CONTROL
 FS0330
 FS0330  NGVD 29 (??/??/92)  870.165  (m)         2854.87   (f) ADJ UNCH    1 1
 FS0330
 FS0330.Superseded values are not recommended for survey control.
 FS0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0330.See file dsdata.txt to determine how the superseded data were derived.
 FS0330
 FS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV382379(NAD 83)
 FS0330_MARKER: DB = BENCH MARK DISK
 FS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0330_STAMPING: W 121 1935
 FS0330_MARK LOGO: CGS   
 FS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0330+STABILITY: SURFACE MOTION
 FS0330
 FS0330  HISTORY     - Date     Condition        Report By
 FS0330  HISTORY     - 1935     MONUMENTED       CGS
 FS0330  HISTORY     - 1949     GOOD             NGS
 FS0330  HISTORY     - 1982     GOOD             NGS
 FS0330
 FS0330                          STATION DESCRIPTION
 FS0330
 FS0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0330'12.8 MI NW FROM GRASSHOPPER JUNCTION.
 FS0330'12.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0330'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.1 MILE SOUTH OF
 FS0330'MILEPOST 40, 110.5 FEET SOUTH OF B.M. 796+80 (AHD), 52.6 FEET
 FS0330'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTHWEST
 FS0330'OF A FENCE, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET
 FS0330'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0330'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0330
 FS0330                          STATION RECOVERY (1982)
 FS0330
 FS0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0714 ***********************************************************************
 CG0714  DESIGNATION -  W 122
 CG0714  PID         -  CG0714
 CG0714  STATE/COUNTY-  AZ/PIMA
 CG0714  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0714
 CG0714                         *CURRENT SURVEY CONTROL
 CG0714  ___________________________________________________________________
 CG0714* NAD 83(1986)-  31 33 09.     (N)    111 36 04.     (W)     SCALED    
 CG0714* NAVD 88     -      1145.43   (+/-2cm)    3758.0    (feet)  VERTCON   
 CG0714  ___________________________________________________________________
 CG0714  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CG0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0714
 CG0714.The horizontal coordinates were scaled from a topographic map and have
 CG0714.an estimated accuracy of +/- 6 seconds.
 CG0714
 CG0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0714.The vertical order pertains to the NGVD 29 superseded value.
 CG0714
 CG0714.The geoid height was determined by GEOID03.
 CG0714
 CG0714;                    North         East    Units  Estimated Accuracy
 CG0714;SPC AZ C     -    61,300.      243,320.      MT  (+/- 180 meters Scaled)
 CG0714
 CG0714                          SUPERSEDED SURVEY CONTROL
 CG0714
 CG0714  NGVD 29 (??/??/92) 1144.626  (m)         3755.33   (f) ADJ UNCH    2 0
 CG0714
 CG0714.Superseded values are not recommended for survey control.
 CG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0714.See file dsdata.txt to determine how the superseded data were derived.
 CG0714
 CG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV429909(NAD 83)
 CG0714_MARKER: DB = BENCH MARK DISK
 CG0714_SETTING: 80 = SET IN A BOULDER
 CG0714_SP_SET: BOULDER
 CG0714_STAMPING: W 122 1935
 CG0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0714+STABILITY: SURFACE MOTION
 CG0714
 CG0714  HISTORY     - Date     Condition        Report By
 CG0714  HISTORY     - 1935     MONUMENTED       CGS
 CG0714  HISTORY     - 1952     GOOD             NGS
 CG0714  HISTORY     - 1975     GOOD             USGS
 CG0714
 CG0714                          STATION DESCRIPTION
 CG0714
 CG0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0714'10.9 MI NW FROM SASABE.
 CG0714'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0714'SASABE, THENCE 4.3 MILES WEST ALONG A DIRT ROAD TO A GATE AND FENCE
 CG0714'LINE, THENCE 1.8 MILES SOUTH ALONG A DIRT ROAD, SET IN THE TOP OF A
 CG0714'LARGE GRANITE BOULDER AT THE WEST EDGE OF A WASH, 260 1/2 FEET SOUTH
 CG0714'OF A LARGE WATER TANK, 15 1/2 FEET SOUTHEAST OF A LARGE OAK TREE
 CG0714'OVERHANGING MARK, 14 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD
 CG0714'GOING DOWN THE CENTER OF THE WASH, AND ABOUT 3 1/2 FEET HIGHER THAN
 CG0714'THE ROAD.
 CG0714
 CG0714                          STATION RECOVERY (1975)
 CG0714
 CG0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0714'SASABE, 3.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE, THENCE
 CG0714'2.7 MI W. ALONG DIRT RD. TO T-RD. N., THENCE 3.0 MI N. ALONG MAIN
 CG0714'DIRT RD. TO T-RD., THENCE 1.7 MI S. (LEFT) (ABOUT 0.75 MI S. OF
 CG0714'PRESUMIDO PASS). 15 FT E. OF LARGE OAK TREE, 13 FT W. OF CENTERLINE
 CG0714'OF RD. SET IN TOP OF LARGE BOULDER 4.1 FT ABOVE RD. STANDARD DISK
 CG0714'STAMPED W 122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0510 ***********************************************************************
 FR0510  DESIGNATION -  W 124
 FR0510  PID         -  FR0510
 FR0510  STATE/COUNTY-  AZ/MOHAVE
 FR0510  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FR0510
 FR0510                         *CURRENT SURVEY CONTROL
 FR0510  ___________________________________________________________________
 FR0510* NAD 83(1986)-  35 14 10.     (N)    113 59 22.     (W)     SCALED    
 FR0510* NAVD 88     -      1038.604  (meters)    3407.49   (feet)  ADJUSTED  
 FR0510  ___________________________________________________________________
 FR0510  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FR0510  DYNAMIC HT  -        1037.373 (meters)    3403.45  (feet)  COMP
 FR0510  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 FR0510
 FR0510  VERT ORDER  -  FIRST     CLASS I
 FR0510
 FR0510.The horizontal coordinates were scaled from a topographic map and have
 FR0510.an estimated accuracy of +/- 6 seconds.
 FR0510
 FR0510.The orthometric height was determined by differential leveling
 FR0510.and adjusted in June 1991.
 FR0510
 FR0510.The geoid height was determined by GEOID03.
 FR0510
 FR0510.The dynamic height is computed by dividing the NAVD 88
 FR0510.geopotential number by the normal gravity value computed on the
 FR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0510.degrees latitude (g = 980.6199 gals.).
 FR0510
 FR0510.The modeled gravity was interpolated from observed gravity values.
 FR0510
 FR0510;                    North         East    Units  Estimated Accuracy
 FR0510;SPC AZ W     -   469,810.      191,570.      MT  (+/- 180 meters Scaled)
 FR0510
 FR0510                          SUPERSEDED SURVEY CONTROL
 FR0510
 FR0510  NGVD 29 (??/??/92) 1037.799  (m)         3404.85   (f) ADJ UNCH    1 1
 FR0510
 FR0510.Superseded values are not recommended for survey control.
 FR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0510.See file dsdata.txt to determine how the superseded data were derived.
 FR0510
 FR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE279033(NAD 83)
 FR0510_MARKER: DB = BENCH MARK DISK
 FR0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0510_STAMPING: W 124 1935
 FR0510_MARK LOGO: CGS   
 FR0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0510+STABILITY: SURFACE MOTION
 FR0510
 FR0510  HISTORY     - Date     Condition        Report By
 FR0510  HISTORY     - 1935     MONUMENTED       CGS
 FR0510  HISTORY     - 1940     GOOD             NGS
 FR0510  HISTORY     - 1982     GOOD             NGS
 FR0510
 FR0510                          STATION DESCRIPTION
 FR0510
 FR0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FR0510'5.5 MI NE FROM KINGMAN.
 FR0510'5.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0510'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 88 FEET NORTHWEST OF IRON
 FR0510'MILEPOST 511, 98 FEET NORTHWEST OF THE CENTERLINE OF THE NORTH TRACK,
 FR0510'2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET SOUTHEAST OF
 FR0510'THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED W 124 1935 AND SET
 FR0510'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FR0510
 FR0510                          STATION RECOVERY (1982)
 FR0510
 FR0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0510'RECOVERED IN GOOD CONDITION.
 FR0510'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FR0510'THE MARK IS ABOVE LEVEL WITH A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0446 ***********************************************************************
 FS0446  DESIGNATION -  W 125
 FS0446  PID         -  FS0446
 FS0446  STATE/COUNTY-  AZ/MOHAVE
 FS0446  USGS QUAD   -  GARNET MTN (1989)
 FS0446
 FS0446                         *CURRENT SURVEY CONTROL
 FS0446  ___________________________________________________________________
 FS0446* NAD 83(1986)-  35 46 10.     (N)    114 06 56.     (W)     SCALED    
 FS0446* NAVD 88     -       869.748  (meters)    2853.50   (feet)  POSTED    
 FS0446  ___________________________________________________________________
 FS0446  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FS0446  DYNAMIC HT  -         868.770 (meters)    2850.29  (feet)  COMP
 FS0446  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 FS0446
 FS0446  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0446
 FS0446.The horizontal coordinates were scaled from a topographic map and have
 FS0446.an estimated accuracy of +/- 6 seconds.
 FS0446
 FS0446.The orthometric height was determined by differential leveling
 FS0446.and adjusted by the  in 1992.
 FS0446.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0446.rate of 1.1 thru 2.0 mm/km.
 FS0446
 FS0446.The geoid height was determined by GEOID03.
 FS0446
 FS0446.The dynamic height is computed by dividing the NAVD 88
 FS0446.geopotential number by the normal gravity value computed on the
 FS0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0446.degrees latitude (g = 980.6199 gals.).
 FS0446
 FS0446.The modeled gravity was interpolated from observed gravity values.
 FS0446
 FS0446;                    North         East    Units  Estimated Accuracy
 FS0446;SPC AZ W     -   529,010.      180,310.      MT  (+/- 180 meters Scaled)
 FS0446
 FS0446                          SUPERSEDED SURVEY CONTROL
 FS0446
 FS0446  NGVD 29 (??/??/92)  868.998  (m)         2851.04   (f) ADJ UNCH    1 1
 FS0446
 FS0446.Superseded values are not recommended for survey control.
 FS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0446.See file dsdata.txt to determine how the superseded data were derived.
 FS0446
 FS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV607622(NAD 83)
 FS0446_MARKER: DB = BENCH MARK DISK
 FS0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0446_STAMPING: W 125 1935
 FS0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0446+STABILITY: SURFACE MOTION
 FS0446
 FS0446  HISTORY     - Date     Condition        Report By
 FS0446  HISTORY     - 1935     MONUMENTED       CGS
 FS0446  HISTORY     - 1950     GOOD             NGS
 FS0446  HISTORY     - 1955     GOOD             NGS
 FS0446  HISTORY     - 19870127 GOOD             USPSQD
 FS0446
 FS0446                          STATION DESCRIPTION
 FS0446
 FS0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0446'28.5 MI S FROM PIERCES FERRY.
 FS0446'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0446'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0446'DIRT ROAD, THENCE 1.4 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO
 FS0446'HACKBERRY, 121 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 FS0446'29 FEET NORTHEAST OF A 14-INCH JOSHUA TREE, 2.4 FEET WEST OF A
 FS0446'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 FS0446'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 FS0446
 FS0446                          STATION RECOVERY (1955)
 FS0446
 FS0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0446'RECOVERED IN GOOD CONDITION.
 FS0446
 FS0446                          STATION RECOVERY (1987)
 FS0446
 FS0446'RECOVERY NOTE BY US POWER SQUADRON 1987 (SD)
 FS0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0388 ***********************************************************************
 GR0388  DESIGNATION -  W 126
 GR0388  PID         -  GR0388
 GR0388  STATE/COUNTY-  AZ/MOHAVE
 GR0388  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0388
 GR0388                         *CURRENT SURVEY CONTROL
 GR0388  ___________________________________________________________________
 GR0388* NAD 83(1986)-  36 05 11.     (N)    114 03 27.     (W)     SCALED    
 GR0388* NAVD 88     -       790.174  (meters)    2592.43   (feet)  POSTED    
 GR0388  ___________________________________________________________________
 GR0388  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0388  DYNAMIC HT  -         789.330 (meters)    2589.66  (feet)  COMP
 GR0388  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 GR0388
 GR0388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0388
 GR0388.The horizontal coordinates were scaled from a topographic map and have
 GR0388.an estimated accuracy of +/- 6 seconds.
 GR0388
 GR0388.The orthometric height was determined by differential leveling
 GR0388.and adjusted by the  in 1992.
 GR0388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0388.rate of 0.0 thru 1.0 mm/km.
 GR0388
 GR0388.The geoid height was determined by GEOID03.
 GR0388
 GR0388.The dynamic height is computed by dividing the NAVD 88
 GR0388.geopotential number by the normal gravity value computed on the
 GR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0388.degrees latitude (g = 980.6199 gals.).
 GR0388
 GR0388.The modeled gravity was interpolated from observed gravity values.
 GR0388
 GR0388;                    North         East    Units  Estimated Accuracy
 GR0388;SPC AZ W     -   564,160.      185,670.      MT  (+/- 180 meters Scaled)
 GR0388
 GR0388                          SUPERSEDED SURVEY CONTROL
 GR0388
 GR0388  NGVD 29 (??/??/92)  789.466  (m)         2590.11   (f) ADJ UNCH    1 1
 GR0388
 GR0388.Superseded values are not recommended for survey control.
 GR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0388.See file dsdata.txt to determine how the superseded data were derived.
 GR0388
 GR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV649975(NAD 83)
 GR0388_MARKER: DB = BENCH MARK DISK
 GR0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0388_STAMPING: W 126 1935
 GR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0388+STABILITY: SURFACE MOTION
 GR0388
 GR0388  HISTORY     - Date     Condition        Report By
 GR0388  HISTORY     - 1935     MONUMENTED       CGS
 GR0388  HISTORY     - 1950     GOOD             NGS
 GR0388
 GR0388                          STATION DESCRIPTION
 GR0388
 GR0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0388'4.6 MI SW FROM PIERCES FERRY.
 GR0388'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0388'STATION AT PIERCES FERRY, THENCE 4.1 MILE SOUTHWEST ALONG AN OLD
 GR0388'ABANDONED ROAD, AT THE SUMMIT OF A RIDGE, ON THE OUTSIDE OF A CURVE,
 GR0388'ABOUT 120 YARDS WEST OF THE PARK SERVICE ROAD, 27 FEET WEST OF THE
 GR0388'CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, AND SET IN
 GR0388'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0090 ***********************************************************************
 GQ0090  DESIGNATION -  W 127
 GQ0090  PID         -  GQ0090
 GQ0090  STATE/COUNTY-  AZ/MOHAVE
 GQ0090  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0090
 GQ0090                         *CURRENT SURVEY CONTROL
 GQ0090  ___________________________________________________________________
 GQ0090* NAD 83(1986)-  36 10 23.     (N)    113 56 32.     (W)     SCALED    
 GQ0090* NAVD 88     -       432.696  (meters)    1419.60   (feet)  POSTED    
 GQ0090  ___________________________________________________________________
 GQ0090  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GQ0090  DYNAMIC HT  -         432.240 (meters)    1418.11  (feet)  COMP
 GQ0090  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 GQ0090
 GQ0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0090
 GQ0090.The horizontal coordinates were scaled from a topographic map and have
 GQ0090.an estimated accuracy of +/- 6 seconds.
 GQ0090
 GQ0090.The orthometric height was determined by differential leveling
 GQ0090.and adjusted by the  in 1992.
 GQ0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0090.rate of 0.0 thru 1.0 mm/km.
 GQ0090
 GQ0090.The geoid height was determined by GEOID03.
 GQ0090
 GQ0090.The dynamic height is computed by dividing the NAVD 88
 GQ0090.geopotential number by the normal gravity value computed on the
 GQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0090.degrees latitude (g = 980.6199 gals.).
 GQ0090
 GQ0090.The modeled gravity was interpolated from observed gravity values.
 GQ0090
 GQ0090;                    North         East    Units  Estimated Accuracy
 GQ0090;SPC AZ W     -   573,750.      196,070.      MT  (+/- 180 meters Scaled)
 GQ0090
 GQ0090                          SUPERSEDED SURVEY CONTROL
 GQ0090
 GQ0090  NGVD 29 (??/??/92)  431.990  (m)         1417.29   (f) ADJ UNCH    1 1
 GQ0090
 GQ0090.Superseded values are not recommended for survey control.
 GQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0090.See file dsdata.txt to determine how the superseded data were derived.
 GQ0090
 GQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF353071(NAD 83)
 GQ0090_MARKER: DB = BENCH MARK DISK
 GQ0090_SETTING: 80 = SET IN A BOULDER
 GQ0090_SP_SET: BOULDER
 GQ0090_STAMPING: W 127 1935
 GQ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0090+STABILITY: SURFACE MOTION
 GQ0090
 GQ0090  HISTORY     - Date     Condition        Report By
 GQ0090  HISTORY     - 1935     MONUMENTED       CGS
 GQ0090  HISTORY     - 1950     GOOD             NGS
 GQ0090
 GQ0090                          STATION DESCRIPTION
 GQ0090
 GQ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0090'62.8 MI SE FROM RIVERSIDE, NV.
 GQ0090'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0090'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0090'THENCE 23.1 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0090'FERRY ROAD, IN SNAP CANYON, AT THE FOOT OF THE WEST BANK, AT THE SOUTH
 GQ0090'EDGE OF THE MOUTH OF A DEEP RAVINE, IN THE TOP OF A LARGE GRANITE
 GQ0090'BOULDER, AND ABOUT 4 FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0416 ***********************************************************************
 FS0416  DESIGNATION -  W 128
 FS0416  PID         -  FS0416
 FS0416  STATE/COUNTY-  AZ/MOHAVE
 FS0416  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0416
 FS0416                         *CURRENT SURVEY CONTROL
 FS0416  ___________________________________________________________________
 FS0416* NAD 83(1986)-  35 58 05.     (N)    114 08 57.     (W)     SCALED    
 FS0416* NAVD 88     -       533.515  (meters)    1750.37   (feet)  POSTED    
 FS0416  ___________________________________________________________________
 FS0416  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FS0416  DYNAMIC HT  -         532.970 (meters)    1748.59  (feet)  COMP
 FS0416  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 FS0416
 FS0416  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0416
 FS0416.The horizontal coordinates were scaled from a topographic map and have
 FS0416.an estimated accuracy of +/- 6 seconds.
 FS0416
 FS0416.The orthometric height was determined by differential leveling
 FS0416.and adjusted by the  in 1992.
 FS0416.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0416.rate of 0.0 thru 1.0 mm/km.
 FS0416
 FS0416.The geoid height was determined by GEOID03.
 FS0416
 FS0416.The dynamic height is computed by dividing the NAVD 88
 FS0416.geopotential number by the normal gravity value computed on the
 FS0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0416.degrees latitude (g = 980.6199 gals.).
 FS0416
 FS0416.The modeled gravity was interpolated from observed gravity values.
 FS0416
 FS0416;                    North         East    Units  Estimated Accuracy
 FS0416;SPC AZ W     -   551,060.      177,360.      MT  (+/- 180 meters Scaled)
 FS0416
 FS0416                          SUPERSEDED SURVEY CONTROL
 FS0416
 FS0416  NGVD 29 (??/??/92)  532.863  (m)         1748.23   (f) ADJ UNCH    1 1
 FS0416
 FS0416.Superseded values are not recommended for survey control.
 FS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0416.See file dsdata.txt to determine how the superseded data were derived.
 FS0416
 FS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV570841(NAD 83)
 FS0416_MARKER: DB = BENCH MARK DISK
 FS0416_SETTING: 80 = SET IN A BOULDER
 FS0416_SP_SET: BOULDER
 FS0416_STAMPING: W 128 1935
 FS0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0416+STABILITY: SURFACE MOTION
 FS0416
 FS0416  HISTORY     - Date     Condition        Report By
 FS0416  HISTORY     - 1935     MONUMENTED       CGS
 FS0416  HISTORY     - 1950     GOOD             NGS
 FS0416  HISTORY     - 19870220 GOOD             USPSQD
 FS0416
 FS0416                          STATION DESCRIPTION
 FS0416
 FS0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0416'4.1 MI S FROM MOUTH OF HUALPAI WASH.
 FS0416'4.1 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0416'WASH ON THE SOUTH SHORE OF LAKE MEAD, IN HUALPAI WASH, ABOUT 40
 FS0416'YARDS NORTHEAST OF A POINT DIRECTLY UNDER AN OVERHANGING PORTION
 FS0416'OF A LIMESTONE CLIFF, IN THE TOP OF A LARGE FLAT BOULDER, 84
 FS0416'FEET WEST OF THE CENTER LINE OF THE ROAD, 60 FEET EAST OF THE
 FS0416'WEST EDGE OF THE WASH, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 FS0416
 FS0416                          STATION RECOVERY (1987)
 FS0416
 FS0416'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0105 ***********************************************************************
 GQ0105  DESIGNATION -  W 129
 GQ0105  PID         -  GQ0105
 GQ0105  STATE/COUNTY-  AZ/MOHAVE
 GQ0105  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0105
 GQ0105                         *CURRENT SURVEY CONTROL
 GQ0105  ___________________________________________________________________
 GQ0105* NAD 83(1986)-  36 12 54.     (N)    113 52 45.     (W)     SCALED    
 GQ0105* NAVD 88     -       702.582  (meters)    2305.05   (feet)  POSTED    
 GQ0105  ___________________________________________________________________
 GQ0105  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 GQ0105  DYNAMIC HT  -         701.820 (meters)    2302.55  (feet)  COMP
 GQ0105  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 GQ0105
 GQ0105  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0105
 GQ0105.The horizontal coordinates were scaled from a topographic map and have
 GQ0105.an estimated accuracy of +/- 6 seconds.
 GQ0105
 GQ0105.The orthometric height was determined by differential leveling
 GQ0105.and adjusted by the  in 1992.
 GQ0105.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0105.rate of 0.0 thru 1.0 mm/km.
 GQ0105
 GQ0105.The geoid height was determined by GEOID03.
 GQ0105
 GQ0105.The dynamic height is computed by dividing the NAVD 88
 GQ0105.geopotential number by the normal gravity value computed on the
 GQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0105.degrees latitude (g = 980.6199 gals.).
 GQ0105
 GQ0105.The modeled gravity was interpolated from observed gravity values.
 GQ0105
 GQ0105;                    North         East    Units  Estimated Accuracy
 GQ0105;SPC AZ W     -   578,390.      201,750.      MT  (+/- 180 meters Scaled)
 GQ0105
 GQ0105                          SUPERSEDED SURVEY CONTROL
 GQ0105
 GQ0105  NGVD 29 (??/??/92)  701.860  (m)         2302.69   (f) ADJ UNCH    1 1
 GQ0105
 GQ0105.Superseded values are not recommended for survey control.
 GQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0105.See file dsdata.txt to determine how the superseded data were derived.
 GQ0105
 GQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF411116(NAD 83)
 GQ0105_MARKER: DB = BENCH MARK DISK
 GQ0105_SETTING: 80 = SET IN A BOULDER
 GQ0105_SP_SET: BOULDER
 GQ0105_STAMPING: W 129 1935
 GQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0105+STABILITY: SURFACE MOTION
 GQ0105
 GQ0105  HISTORY     - Date     Condition        Report By
 GQ0105  HISTORY     - 1935     MONUMENTED       CGS
 GQ0105  HISTORY     - 1950     GOOD             NGS
 GQ0105
 GQ0105                          STATION DESCRIPTION
 GQ0105
 GQ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0105'57.8 MI SE FROM RIVERSIDE, NV.
 GQ0105'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0105'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0105'THENCE 18.1 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0105'FERRY ROAD, ABOUT 58 YARDS EAST OF AND ACROSS THE ROAD FROM THE
 GQ0105'APPROXIMATE CENTER OF THE TOP OF A LOW ROCKY HILL, IN THE TOP OF A
 GQ0105'BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, 51 FEET SOUTHEAST OF THE
 GQ0105'CENTER LINE OF THE ROAD, AND 3 1/2 FEET WEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0305 ***********************************************************************
 ES0305  DESIGNATION -  W 13
 ES0305  PID         -  ES0305
 ES0305  STATE/COUNTY-  AZ/GILA
 ES0305  USGS QUAD   -  PINE (1973)
 ES0305
 ES0305                         *CURRENT SURVEY CONTROL
 ES0305  ___________________________________________________________________
 ES0305* NAD 83(1986)-  34 23 16.     (N)    111 27 18.     (W)     SCALED    
 ES0305* NAVD 88     -      1645.179  (meters)    5397.56   (feet)  ADJUSTED  
 ES0305  ___________________________________________________________________
 ES0305  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 ES0305  DYNAMIC HT  -        1642.899 (meters)    5390.08  (feet)  COMP
 ES0305  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 ES0305
 ES0305  VERT ORDER  -  FIRST     CLASS II
 ES0305
 ES0305.The horizontal coordinates were scaled from a topographic map and have
 ES0305.an estimated accuracy of +/- 6 seconds.
 ES0305
 ES0305.The orthometric height was determined by differential leveling
 ES0305.and adjusted in June 1991.
 ES0305
 ES0305.The geoid height was determined by GEOID03.
 ES0305
 ES0305.The dynamic height is computed by dividing the NAVD 88
 ES0305.geopotential number by the normal gravity value computed on the
 ES0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0305.degrees latitude (g = 980.6199 gals.).
 ES0305
 ES0305.The modeled gravity was interpolated from observed gravity values.
 ES0305
 ES0305;                    North         East    Units  Estimated Accuracy
 ES0305;SPC AZ E     -   376,420.       94,890.      MT  (+/- 180 meters Scaled)
 ES0305
 ES0305                          SUPERSEDED SURVEY CONTROL
 ES0305
 ES0305  NGVD 29 (??/??/92) 1644.382  (m)         5394.94   (f) ADJ UNCH    1 2
 ES0305
 ES0305.Superseded values are not recommended for survey control.
 ES0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0305.See file dsdata.txt to determine how the superseded data were derived.
 ES0305
 ES0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD581052(NAD 83)
 ES0305_MARKER: DD = SURVEY DISK
 ES0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0305_SP_SET: STEP
 ES0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0305
 ES0305  HISTORY     - Date     Condition        Report By
 ES0305  HISTORY     - UNK      MONUMENTED       USGS
 ES0305  HISTORY     - 1933     GOOD             NGS
 ES0305  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0305
 ES0305                          STATION DESCRIPTION
 ES0305
 ES0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0305'IN PINE.
 ES0305'SOUTH ENTRANCE TO HIGH SCHOOL, TOP FACE OF SECOND CONCRETE STOP.
 ES0305
 ES0305                          STATION RECOVERY (1982)
 ES0305
 ES0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0305'NOT RECOVERED. BUILDING DESCRIBED HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0590 ***********************************************************************
 FR0590  DESIGNATION -  W 130
 FR0590  PID         -  FR0590
 FR0590  STATE/COUNTY-  AZ/MOHAVE
 FR0590  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0590
 FR0590                         *CURRENT SURVEY CONTROL
 FR0590  ___________________________________________________________________
 FR0590* NAD 83(1986)-  35 53 47.     (N)    113 56 45.     (W)     SCALED    
 FR0590* NAVD 88     -      1380.188  (meters)    4528.17   (feet)  POSTED    
 FR0590  ___________________________________________________________________
 FR0590  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0590  DYNAMIC HT  -        1378.560 (meters)    4522.83  (feet)  COMP
 FR0590  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 FR0590
 FR0590  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0590
 FR0590.The horizontal coordinates were scaled from a topographic map and have
 FR0590.an estimated accuracy of +/- 6 seconds.
 FR0590
 FR0590.The orthometric height was determined by differential leveling
 FR0590.and adjusted by the  in 1992.
 FR0590.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0590.rate of 0.0 thru 1.0 mm/km.
 FR0590
 FR0590.The geoid height was determined by GEOID03.
 FR0590
 FR0590.The dynamic height is computed by dividing the NAVD 88
 FR0590.geopotential number by the normal gravity value computed on the
 FR0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0590.degrees latitude (g = 980.6199 gals.).
 FR0590
 FR0590.The modeled gravity was interpolated from observed gravity values.
 FR0590
 FR0590;                    North         East    Units  Estimated Accuracy
 FR0590;SPC AZ W     -   543,050.      195,680.      MT  (+/- 180 meters Scaled)
 FR0590
 FR0590                          SUPERSEDED SURVEY CONTROL
 FR0590
 FR0590  NGVD 29 (??/??/92) 1379.402  (m)         4525.59   (f) ADJ UNCH    2 0
 FR0590
 FR0590.Superseded values are not recommended for survey control.
 FR0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0590.See file dsdata.txt to determine how the superseded data were derived.
 FR0590
 FR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE341764(NAD 83)
 FR0590_MARKER: DB = BENCH MARK DISK
 FR0590_SETTING: 66 = SET IN ROCK OUTCROP
 FR0590_SP_SET: ROCK CLIFF
 FR0590_STAMPING: W 130 1935
 FR0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0590+STABILITY: POSITION/ELEVATION WELL
 FR0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FR0590+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2000
 FR0590
 FR0590  HISTORY     - Date     Condition        Report By
 FR0590  HISTORY     - 1935     MONUMENTED       CGS
 FR0590  HISTORY     - 20001201 GOOD             AZ-015
 FR0590
 FR0590                          STATION DESCRIPTION
 FR0590
 FR0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0590'63.7 MI NW FROM PEACH SPRINGS.
 FR0590'ABOUT 63.7 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0590'COUNTY, ABOUT 3.2 MILES EAST OF DUNCAN RANCH, ABOUT 0.1 MILE NORTHEAST
 FR0590'OF THE ENTRANCE TO THE MAIN CHANNEL OF A WASH PARALLELING A ROCK
 FR0590'CLIFF, 12 FEET NORTH OF A LANDSLIDE, IN THE SIDE OF A ROCK CLIFF, AND
 FR0590'ABOUT 3 FEET HIGHER THAN THE BED OF THE WASH.  A STANDARD DISK,
 FR0590'STAMPED W 130 1935 AND SET VERTICALLY.
 FR0590
 FR0590                          STATION RECOVERY (2000)
 FR0590
 FR0590'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2000 (CB)
 FR0590'POINT USED FOR NEW HORIZONTAL AND VERTICAL CONTROL ON DIAMOND BAR
 FR0590'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0248 ***********************************************************************
 DT0248  DESIGNATION -  W 132
 DT0248  PID         -  DT0248
 DT0248  STATE/COUNTY-  AZ/APACHE
 DT0248  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0248
 DT0248                         *CURRENT SURVEY CONTROL
 DT0248  ___________________________________________________________________
 DT0248* NAD 83(1986)-  33 55 43.     (N)    109 28 41.     (W)     SCALED    
 DT0248* NAVD 88     -      2855.920  (meters)    9369.80   (feet)  ADJUSTED  
 DT0248  ___________________________________________________________________
 DT0248  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DT0248  DYNAMIC HT  -        2851.093 (meters)    9353.96  (feet)  COMP
 DT0248  MODELED GRAV-     978,841.3   (mgal)                       NAVD 88
 DT0248
 DT0248  VERT ORDER  -  SECOND    CLASS 0
 DT0248
 DT0248.The horizontal coordinates were scaled from a topographic map and have
 DT0248.an estimated accuracy of +/- 6 seconds.
 DT0248
 DT0248.The orthometric height was determined by differential leveling
 DT0248.and adjusted in June 1991.
 DT0248
 DT0248.The geoid height was determined by GEOID03.
 DT0248
 DT0248.The dynamic height is computed by dividing the NAVD 88
 DT0248.geopotential number by the normal gravity value computed on the
 DT0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0248.degrees latitude (g = 980.6199 gals.).
 DT0248
 DT0248.The modeled gravity was interpolated from observed gravity values.
 DT0248
 DT0248;                    North         East    Units  Estimated Accuracy
 DT0248;SPC AZ E     -   324,950.      277,030.      MT  (+/- 180 meters Scaled)
 DT0248
 DT0248                          SUPERSEDED SURVEY CONTROL
 DT0248
 DT0248  NGVD 29 (??/??/92) 2854.647  (m)         9365.62   (f) ADJ UNCH    2 0
 DT0248
 DT0248.Superseded values are not recommended for survey control.
 DT0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0248.See file dsdata.txt to determine how the superseded data were derived.
 DT0248
 DT0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC406552(NAD 83)
 DT0248_MARKER: DB = BENCH MARK DISK
 DT0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0248_STAMPING: W-132 1935
 DT0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0248+STABILITY: SURFACE MOTION
 DT0248
 DT0248  HISTORY     - Date     Condition        Report By
 DT0248  HISTORY     - 1935     MONUMENTED       CGS
 DT0248  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0248
 DT0248                          STATION DESCRIPTION
 DT0248
 DT0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0248'1.0 MI SE FROM VOIGT RANCH.
 DT0248'1.0 MI SE ALONG ROAD TO RESERVATION RANCH, AND THOMPSON RANCH.  ON THE
 DT0248'ROAD TO RESERVATION RANCH, ON A GRASSY RIDGE, ABOUT 300 FT N OF A
 DT0248'FENCE CORNER, 36 FEET E OF THE CENTERLINE OF THE ROAD, AND 2 FEET W OF
 DT0248'A FENCE LINE.
 DT0248
 DT0248                          STATION RECOVERY (1958)
 DT0248
 DT0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0143 ***********************************************************************
 ET0143  DESIGNATION -  W 133
 ET0143  PID         -  ET0143
 ET0143  STATE/COUNTY-  AZ/YAVAPAI
 ET0143  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0143
 ET0143                         *CURRENT SURVEY CONTROL
 ET0143  ___________________________________________________________________
 ET0143* NAD 83(1986)-  34 38 12.     (N)    112 08 45.     (W)     SCALED    
 ET0143* NAVD 88     -      1956.16   (+/-2cm)    6417.8    (feet)  VERTCON   
 ET0143  ___________________________________________________________________
 ET0143  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 ET0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0143
 ET0143.The horizontal coordinates were scaled from a topographic map and have
 ET0143.an estimated accuracy of +/- 6 seconds.
 ET0143
 ET0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0143.The vertical order pertains to the NGVD 29 superseded value.
 ET0143
 ET0143.The geoid height was determined by GEOID03.
 ET0143
 ET0143;                    North         East    Units  Estimated Accuracy
 ET0143;SPC AZ C     -   403,300.      192,350.      MT  (+/- 180 meters Scaled)
 ET0143
 ET0143                          SUPERSEDED SURVEY CONTROL
 ET0143
 ET0143  NGVD 29 (??/??/92) 1955.240  (m)         6414.82   (f) ADJ UNCH    2 0
 ET0143
 ET0143.Superseded values are not recommended for survey control.
 ET0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0143.See file dsdata.txt to determine how the superseded data were derived.
 ET0143
 ET0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD949333(NAD 83)
 ET0143_MARKER: DB = BENCH MARK DISK
 ET0143_SETTING: 66 = SET IN ROCK OUTCROP
 ET0143_SP_SET: OUTCROP
 ET0143_STAMPING: W 133 1935
 ET0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0143+STABILITY: POSITION/ELEVATION WELL
 ET0143
 ET0143  HISTORY     - Date     Condition        Report By
 ET0143  HISTORY     - 1935     MONUMENTED       CGS
 ET0143  HISTORY     - 1973     GOOD             USGS
 ET0143
 ET0143                          STATION DESCRIPTION
 ET0143
 ET0143'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0143'12.2 MI SW FROM JEROME.
 ET0143'ABOUT 7.7 MI. SOUTHWEST ALONG STATE HIGHWAY 79. ABOUT 7.9 MILES
 ET0143'SOUTHWEST ALONG STATE HIGHWAY 89A FROM THE P.O. AT JEROME, YAVAPAI CO.
 ET0143'THENCE 1.55 MILES SOUTH ALONG ROAD TO A ROAD FORK, TAKE RIGHT FORK
 ET0143'AND TRAVEL 2.35 MILES TO A ROAD FORK.  THENCE RIGHT AND GO 0.40 MILES
 ET0143'TO A ROAD FORK.  TAKE RIGHT FORK AND TRAVEL 3.1 MILES THRU MINGUS
 ET0143'SPRINGS RANCH (A SUMMER CAMP) TO END OF THE ROAD.  CONTINUE 0.25 MILES
 ET0143'ALONG JEEP ROAD TO THE BM. BM IS ABOUT 125 FEET EAST OF A 15 FOOT ROCK
 ET0143'OUTCROP.  AT THE FOOT OF A STEEP SLOPE.  50 FEET SOUTH OF THE
 ET0143'CENTERLINE OF THE CREEK AND 15 FEET SOUTH OF CENTERLINE OF THE OLD
 ET0143'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0060 ***********************************************************************
 FS0060  DESIGNATION -  W 134
 FS0060  PID         -  FS0060
 FS0060  STATE/COUNTY-  AZ/MOHAVE
 FS0060  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0060
 FS0060                         *CURRENT SURVEY CONTROL
 FS0060  ___________________________________________________________________
 FS0060* NAD 83(1986)-  35 58 09.     (N)    114 41 04.     (W)     SCALED    
 FS0060* NAVD 88     -       558.768  (meters)    1833.22   (feet)  ADJUSTED  
 FS0060  ___________________________________________________________________
 FS0060  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FS0060  DYNAMIC HT  -         558.208 (meters)    1831.39  (feet)  COMP
 FS0060  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 FS0060
 FS0060  VERT ORDER  -  FIRST     CLASS I
 FS0060
 FS0060.The horizontal coordinates were scaled from a topographic map and have
 FS0060.an estimated accuracy of +/- 6 seconds.
 FS0060
 FS0060.The orthometric height was determined by differential leveling
 FS0060.and adjusted in June 1991.
 FS0060
 FS0060.The geoid height was determined by GEOID03.
 FS0060
 FS0060.The dynamic height is computed by dividing the NAVD 88
 FS0060.geopotential number by the normal gravity value computed on the
 FS0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0060.degrees latitude (g = 980.6199 gals.).
 FS0060
 FS0060.The modeled gravity was interpolated from observed gravity values.
 FS0060
 FS0060;                    North         East    Units  Estimated Accuracy
 FS0060;SPC AZ W     -   551,510.      129,080.      MT  (+/- 180 meters Scaled)
 FS0060
 FS0060                          SUPERSEDED SURVEY CONTROL
 FS0060
 FS0060  NGVD 29 (??/??/92)  558.065  (m)         1830.92   (f) ADJ UNCH    1 1
 FS0060
 FS0060.Superseded values are not recommended for survey control.
 FS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0060.See file dsdata.txt to determine how the superseded data were derived.
 FS0060
 FS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV087830(NAD 83)
 FS0060_MARKER: DB = BENCH MARK DISK
 FS0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0060_STAMPING: W 134 1935
 FS0060_MARK LOGO: CGS   
 FS0060_PROJECTION: PROJECTING 19 CENTIMETERS
 FS0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0060+STABILITY: SURFACE MOTION
 FS0060
 FS0060  HISTORY     - Date     Condition        Report By
 FS0060  HISTORY     - 1935     MONUMENTED       CGS
 FS0060  HISTORY     - 1950     GOOD             NGS
 FS0060  HISTORY     - 1970     GOOD             NGS
 FS0060  HISTORY     - 1981     GOOD             NGS
 FS0060
 FS0060                          STATION DESCRIPTION
 FS0060
 FS0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0060'5.4 MI SE FROM HOOVER DAM.
 FS0060'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0060'(ARIZONA) END OF HOOVER DAM, ON THE EAST SLOPE OF A GRADE, AT THE
 FS0060'SOUTHEAST END OF A DEEP CUT, 46.4 FEET SOUTHWEST OF THE CENTER
 FS0060'LINE OF THE HIGHWAY, 34.4 FEET SOUTHWEST OF THE NORTHWEST END OF
 FS0060'A GUARD RAIL, 17 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FS0060'SMALL HIGHWAY DRAINAGE DITCH, 1.4 FEET NORTHEAST OF A WITNESS
 FS0060'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 FS0060'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0060
 FS0060                          STATION RECOVERY (1970)
 FS0060
 FS0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FS0060'RECOVERED IN GOOD CONDITION.
 FS0060
 FS0060                          STATION RECOVERY (1981)
 FS0060
 FS0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0060'8.0 KM (5.0 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0060'OF HOOVER DAM, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG THE OLD HIGHWAY,
 FS0060'AT THE SOUTHEAST END OF A DEEP CUT, 0.2 KM (0.1 MI) NORTHWEST OF A
 FS0060'LARGE DOUBLE BOX CULVERT, 14.1 METERS (46.4 FT) SOUTHWEST OF THE
 FS0060'CENTERLINE OF THE HIGHWAY.
 FS0060'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 FS0060'THE MARK IS 0.3 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0595 ***********************************************************************
 GR0595  DESIGNATION -  W 135
 GR0595  PID         -  GR0595
 GR0595  STATE/COUNTY-  AZ/MOHAVE
 GR0595  USGS QUAD   -  HOOVER DAM (1997)
 GR0595
 GR0595                         *CURRENT SURVEY CONTROL
 GR0595  ___________________________________________________________________
 GR0595* NAD 83(1986)-  36 00 49.     (N)    114 44 12.     (W)     SCALED    
 GR0595* NAVD 88     -       377.703  (meters)    1239.18   (feet)  ADJUSTED  
 GR0595  ___________________________________________________________________
 GR0595  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0595  DYNAMIC HT  -         377.333 (meters)    1237.97  (feet)  COMP
 GR0595  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 GR0595
 GR0595  VERT ORDER  -  FIRST     CLASS I
 GR0595
 GR0595.The horizontal coordinates were scaled from a topographic map and have
 GR0595.an estimated accuracy of +/- 6 seconds.
 GR0595
 GR0595.The orthometric height was determined by differential leveling
 GR0595.and adjusted in June 1991.
 GR0595
 GR0595.The geoid height was determined by GEOID03.
 GR0595
 GR0595.The dynamic height is computed by dividing the NAVD 88
 GR0595.geopotential number by the normal gravity value computed on the
 GR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0595.degrees latitude (g = 980.6199 gals.).
 GR0595
 GR0595.The modeled gravity was interpolated from observed gravity values.
 GR0595
 GR0595;                    North         East    Units  Estimated Accuracy
 GR0595;SPC AZ W     -   556,490.      124,420.      MT  (+/- 180 meters Scaled)
 GR0595
 GR0595                          SUPERSEDED SURVEY CONTROL
 GR0595
 GR0595  NGVD 29 (??/??/92)  376.990  (m)         1236.84   (f) ADJ UNCH    1 1
 GR0595
 GR0595.Superseded values are not recommended for survey control.
 GR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0595.See file dsdata.txt to determine how the superseded data were derived.
 GR0595
 GR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039878(NAD 83)
 GR0595_MARKER: DB = BENCH MARK DISK
 GR0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0595_SP_SET: WALL
 GR0595_STAMPING: W 135 1935
 GR0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0595+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2008
 GR0595
 GR0595  HISTORY     - Date     Condition        Report By
 GR0595  HISTORY     - 1935     MONUMENTED       CGS
 GR0595  HISTORY     - 1950     GOOD             NGS
 GR0595  HISTORY     - 1963     GOOD             NGS
 GR0595  HISTORY     - 1990     GOOD             USPSQD
 GR0595  HISTORY     - 1990     GOOD             USPSQD
 GR0595  HISTORY     - 20040429 GOOD             GEOCAC
 GR0595  HISTORY     - 20080405 GOOD             GEOCAC
 GR0595
 GR0595                          STATION DESCRIPTION
 GR0595
 GR0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0595'IN HOOVER DAM.
 GR0595'AT HOOVER DAM, ABOUT 250 YARDS EAST OF THE SOUTHEAST (ARIZONA) END,
 GR0595'ABOUT 75 YARDS WEST OF U. S. HIGHWAY 93, AT THE NORTHEAST (UPSTREAM)
 GR0595'END OF THE ARIZONA SPILLWAY, 7.0 FEET SOUTHWEST OF THE NORTHEAST EDGE
 GR0595'OF A SIDEWALK, 4.0 FEET NORTHWEST OF A CONCRETE BUTTRESS, 1.0 FOOT
 GR0595'NORTHEAST OF THE NORTHEAST EDGE OF A CIRCULAR STEEL STAIRWAY, AND IN
 GR0595'THE TOP OF THE CONCRETE WALL OF THE STAIRWAY.
 GR0595
 GR0595                          STATION RECOVERY (1963)
 GR0595
 GR0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0595'RECOVERED IN GOOD CONDITION.
 GR0595
 GR0595                          STATION RECOVERY (1990)
 GR0595
 GR0595'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0595'RECOVERED IN GOOD CONDITION.
 GR0595
 GR0595                          STATION RECOVERY (1990)
 GR0595
 GR0595'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0595'RECOVERED IN GOOD CONDITION.
 GR0595
 GR0595                          STATION RECOVERY (2004)
 GR0595
 GR0595'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 GR0595'RECOVERED IN GOOD CONDITION.
 GR0595
 GR0595                          STATION RECOVERY (2008)
 GR0595
 GR0595'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 GR0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0270 ***********************************************************************
 DT0270  DESIGNATION -  W 136
 DT0270  PID         -  DT0270
 DT0270  STATE/COUNTY-  AZ/APACHE
 DT0270  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0270
 DT0270                         *CURRENT SURVEY CONTROL
 DT0270  ___________________________________________________________________
 DT0270* NAD 83(1986)-  33 45 34.     (N)    109 23 26.     (W)     SCALED    
 DT0270* NAVD 88     -      2324.743  (meters)    7627.09   (feet)  ADJUSTED  
 DT0270  ___________________________________________________________________
 DT0270  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0270  DYNAMIC HT  -        2320.977 (meters)    7614.74  (feet)  COMP
 DT0270  MODELED GRAV-     978,932.8   (mgal)                       NAVD 88
 DT0270
 DT0270  VERT ORDER  -  SECOND    CLASS 0
 DT0270
 DT0270.The horizontal coordinates were scaled from a topographic map and have
 DT0270.an estimated accuracy of +/- 6 seconds.
 DT0270
 DT0270.The orthometric height was determined by differential leveling
 DT0270.and adjusted in June 1991.
 DT0270
 DT0270.The geoid height was determined by GEOID03.
 DT0270
 DT0270.The dynamic height is computed by dividing the NAVD 88
 DT0270.geopotential number by the normal gravity value computed on the
 DT0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0270.degrees latitude (g = 980.6199 gals.).
 DT0270
 DT0270.The modeled gravity was interpolated from observed gravity values.
 DT0270
 DT0270;                    North         East    Units  Estimated Accuracy
 DT0270;SPC AZ E     -   306,250.      285,260.      MT  (+/- 180 meters Scaled)
 DT0270
 DT0270                          SUPERSEDED SURVEY CONTROL
 DT0270
 DT0270  NGVD 29 (??/??/92) 2323.676  (m)         7623.59   (f) ADJ UNCH    2 0
 DT0270
 DT0270.Superseded values are not recommended for survey control.
 DT0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0270.See file dsdata.txt to determine how the superseded data were derived.
 DT0270
 DT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC490366(NAD 83)
 DT0270_MARKER: DB = BENCH MARK DISK
 DT0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0270_STAMPING: W-136 1935
 DT0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0270+STABILITY: SURFACE MOTION
 DT0270
 DT0270  HISTORY     - Date     Condition        Report By
 DT0270  HISTORY     - 1935     MONUMENTED       CGS
 DT0270
 DT0270                          STATION DESCRIPTION
 DT0270
 DT0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0270'9.6 MI SE FROM RESERVATION RANCH.
 DT0270'9.6 MI SE ALONG ROAD TO BEAVERHEAD LODGE, ABOUT 1/2 MILES S OF A RANCH
 DT0270'HOUSE, ON THE NORTH SLOPE AT THE SOUTH EDGE OF FIELD, 66 FT S OF THE
 DT0270'CENTERLINE OF THE ROAD, 75 FT S OF FENCE LINE, 12 FT W OF A 30 INCH
 DT0270'PINE TREE, 36 FT W OF TWO PINE TREES WHICH ARE 6 FT APART.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0299 ***********************************************************************
 DT0299  DESIGNATION -  W 137
 DT0299  PID         -  DT0299
 DT0299  STATE/COUNTY-  AZ/APACHE
 DT0299  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0299
 DT0299                         *CURRENT SURVEY CONTROL
 DT0299  ___________________________________________________________________
 DT0299* NAD 83(1986)-  33 58 00.     (N)    109 04 42.     (W)     SCALED    
 DT0299* NAVD 88     -      2647.529  (meters)    8686.10   (feet)  ADJUSTED  
 DT0299  ___________________________________________________________________
 DT0299  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DT0299  DYNAMIC HT  -        2643.155 (meters)    8671.75  (feet)  COMP
 DT0299  MODELED GRAV-     978,887.3   (mgal)                       NAVD 88
 DT0299
 DT0299  VERT ORDER  -  SECOND    CLASS 0
 DT0299
 DT0299.The horizontal coordinates were scaled from a topographic map and have
 DT0299.an estimated accuracy of +/- 6 seconds.
 DT0299
 DT0299.The orthometric height was determined by differential leveling
 DT0299.and adjusted in June 1991.
 DT0299
 DT0299.The geoid height was determined by GEOID03.
 DT0299
 DT0299.The dynamic height is computed by dividing the NAVD 88
 DT0299.geopotential number by the normal gravity value computed on the
 DT0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0299.degrees latitude (g = 980.6199 gals.).
 DT0299
 DT0299.The modeled gravity was interpolated from observed gravity values.
 DT0299
 DT0299;                    North         East    Units  Estimated Accuracy
 DT0299;SPC AZ E     -   329,490.      313,940.      MT  (+/- 180 meters Scaled)
 DT0299
 DT0299                          SUPERSEDED SURVEY CONTROL
 DT0299
 DT0299  NGVD 29 (??/??/92) 2646.407  (m)         8682.42   (f) ADJ UNCH    2 0
 DT0299
 DT0299.Superseded values are not recommended for survey control.
 DT0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0299.See file dsdata.txt to determine how the superseded data were derived.
 DT0299
 DT0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC775601(NAD 83)
 DT0299_MARKER: DB = BENCH MARK DISK
 DT0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0299_STAMPING: W 137 1935
 DT0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0299+STABILITY: SURFACE MOTION
 DT0299
 DT0299  HISTORY     - Date     Condition        Report By
 DT0299  HISTORY     - 1935     MONUMENTED       CGS
 DT0299  HISTORY     - 1959     MARK NOT FOUND   USGS
 DT0299
 DT0299                          STATION DESCRIPTION
 DT0299
 DT0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0299'15.1 MI NE FROM ALPINE.
 DT0299'15.1 MI. NE ALONG ST HWY. NO.81 AND STONE CREEK ROAD. ON SLOPE TO THE
 DT0299'E, 27 FT. SW OF 12 INCH PINE TREE, 30 FT. SE OF 24 INCH PINE TREE, 30
 DT0299'FT. NW OF PINE TREE AND 60 FT. SE OF CENTERLINE OF ROAD.
 DT0299
 DT0299                          STATION RECOVERY (1959)
 DT0299
 DT0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DT0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0554 ***********************************************************************
 CY0554  DESIGNATION -  W 14
 CY0554  PID         -  CY0554
 CY0554  STATE/COUNTY-  AZ/GRAHAM
 CY0554  USGS QUAD   -  SAFFORD (1985)
 CY0554
 CY0554                         *CURRENT SURVEY CONTROL
 CY0554  ___________________________________________________________________
 CY0554* NAD 83(1986)-  32 49 26.     (N)    109 41 24.     (W)     SCALED    
 CY0554* NAVD 88     -       896.519  (meters)    2941.33   (feet)  ADJUSTED  
 CY0554  ___________________________________________________________________
 CY0554  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0554  DYNAMIC HT  -         895.263 (meters)    2937.21  (feet)  COMP
 CY0554  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 CY0554
 CY0554  VERT ORDER  -  FIRST     CLASS II
 CY0554
 CY0554.The horizontal coordinates were scaled from a topographic map and have
 CY0554.an estimated accuracy of +/- 6 seconds.
 CY0554
 CY0554.The orthometric height was determined by differential leveling
 CY0554.and adjusted in June 1991.
 CY0554
 CY0554.The geoid height was determined by GEOID03.
 CY0554
 CY0554.The dynamic height is computed by dividing the NAVD 88
 CY0554.geopotential number by the normal gravity value computed on the
 CY0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0554.degrees latitude (g = 980.6199 gals.).
 CY0554
 CY0554.The modeled gravity was interpolated from observed gravity values.
 CY0554
 CY0554;                    North         East    Units  Estimated Accuracy
 CY0554;SPC AZ E     -   202,320.      257,990.      MT  (+/- 180 meters Scaled)
 CY0554
 CY0554                          SUPERSEDED SURVEY CONTROL
 CY0554
 CY0554  NGVD 29 (??/??/92)  895.923  (m)         2939.37   (f) ADJ UNCH    1 2
 CY0554
 CY0554.Superseded values are not recommended for survey control.
 CY0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0554.See file dsdata.txt to determine how the superseded data were derived.
 CY0554
 CY0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB226325(NAD 83)
 CY0554_MARKER: DB = BENCH MARK DISK
 CY0554_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CY0554_SP_SET: BRIDGE
 CY0554_STAMPING: 2939.374 W 14 1932
 CY0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0554
 CY0554  HISTORY     - Date     Condition        Report By
 CY0554  HISTORY     - 1932     MONUMENTED       CGS
 CY0554  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0554  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0554
 CY0554                          STATION DESCRIPTION
 CY0554
 CY0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0554'1.5 MI SE FROM SAFFORD.
 CY0554'ON WING-WALL OF CONCRETE HIGHWAY BRIDGE, 50 FT. NORTH-EAST OF SOUTHERN
 CY0554'PACIFIC RAILROAD CENTER-LINE, 225 FT. NORTH-WEST OF MILE-POST 1136.
 CY0554
 CY0554                          STATION RECOVERY (1958)
 CY0554
 CY0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0554'MARK NOT FOUND.
 CY0554
 CY0554                          STATION RECOVERY (1979)
 CY0554
 CY0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0554'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0300 ***********************************************************************
 ES0300  DESIGNATION -  W 14
 ES0300  PID         -  ES0300
 ES0300  STATE/COUNTY-  AZ/GILA
 ES0300  USGS QUAD   -  BUCKHEAD MESA (1973)
 ES0300
 ES0300                         *CURRENT SURVEY CONTROL
 ES0300  ___________________________________________________________________
 ES0300* NAD 83(1986)-  34 21 14.     (N)    111 25 30.     (W)     SCALED    
 ES0300* NAVD 88     -      1748.788  (meters)    5737.48   (feet)  ADJUSTED  
 ES0300  ___________________________________________________________________
 ES0300  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 ES0300  DYNAMIC HT  -        1746.335 (meters)    5729.43  (feet)  COMP
 ES0300  MODELED GRAV-     979,170.0   (mgal)                       NAVD 88
 ES0300
 ES0300  VERT ORDER  -  FIRST     CLASS II
 ES0300
 ES0300.The horizontal coordinates were scaled from a topographic map and have
 ES0300.an estimated accuracy of +/- 6 seconds.
 ES0300
 ES0300.The orthometric height was determined by differential leveling
 ES0300.and adjusted in June 1991.
 ES0300
 ES0300.The geoid height was determined by GEOID03.
 ES0300
 ES0300.The dynamic height is computed by dividing the NAVD 88
 ES0300.geopotential number by the normal gravity value computed on the
 ES0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0300.degrees latitude (g = 980.6199 gals.).
 ES0300
 ES0300.The modeled gravity was interpolated from observed gravity values.
 ES0300
 ES0300;                    North         East    Units  Estimated Accuracy
 ES0300;SPC AZ E     -   372,620.       97,600.      MT  (+/- 180 meters Scaled)
 ES0300
 ES0300                          SUPERSEDED SURVEY CONTROL
 ES0300
 ES0300  NGVD 29 (??/??/92) 1747.980  (m)         5734.83   (f) ADJ UNCH    1 2
 ES0300
 ES0300.Superseded values are not recommended for survey control.
 ES0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0300.See file dsdata.txt to determine how the superseded data were derived.
 ES0300
 ES0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD609014(NAD 83)
 ES0300_MARKER: DD = SURVEY DISK
 ES0300_SETTING: 0 = UNSPECIFIED SETTING
 ES0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0300
 ES0300  HISTORY     - Date     Condition        Report By
 ES0300  HISTORY     - UNK      MONUMENTED       USGS
 ES0300  HISTORY     - 1933     GOOD             NGS
 ES0300  HISTORY     - 20080808 MARK NOT FOUND   GEOCAC
 ES0300
 ES0300                          STATION DESCRIPTION
 ES0300
 ES0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0300'3.6 MI SE FROM PINE.
 ES0300'AT SIDE OF HIGHWAY, 1.4 MILES NORTHWEST OF T-JUNCTION OF SIDE ROAD TO
 ES0300'NATURAL BRIDGE, 85 FEET SOUTH OF GRADE SUMMIT, 12 FEET EAST OF HIGHWAY
 ES0300'CENTER-LINE.
 ES0300
 ES0300                          STATION RECOVERY (2008)
 ES0300
 ES0300'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0300'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND A ROCKY CUT
 ES0300'BANK WITH MANY LOOSE ROCKS, AND THE MACADAM OF THE NORTHBOUND LANE OF
 ES0300'THE HIGHWAY IS LOCATED 12 FEET EAST OF THE HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0119 ***********************************************************************
 ES0119  DESIGNATION -  W 140
 ES0119  PID         -  ES0119
 ES0119  STATE/COUNTY-  AZ/NAVAJO
 ES0119  USGS QUAD   -  PINEDALE (1970)
 ES0119
 ES0119                         *CURRENT SURVEY CONTROL
 ES0119  ___________________________________________________________________
 ES0119* NAD 83(1986)-  34 17 54.     (N)    110 13 30.     (W)     SCALED    
 ES0119* NAVD 88     -      1942.221  (meters)    6372.10   (feet)  ADJUSTED  
 ES0119  ___________________________________________________________________
 ES0119  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ES0119  DYNAMIC HT  -        1939.323 (meters)    6362.60  (feet)  COMP
 ES0119  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 ES0119
 ES0119  VERT ORDER  -  SECOND    CLASS 0
 ES0119
 ES0119.The horizontal coordinates were scaled from a topographic map and have
 ES0119.an estimated accuracy of +/- 6 seconds.
 ES0119
 ES0119.The orthometric height was determined by differential leveling
 ES0119.and adjusted in June 1991.
 ES0119
 ES0119.The geoid height was determined by GEOID03.
 ES0119
 ES0119.The dynamic height is computed by dividing the NAVD 88
 ES0119.geopotential number by the normal gravity value computed on the
 ES0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0119.degrees latitude (g = 980.6199 gals.).
 ES0119
 ES0119.The modeled gravity was interpolated from observed gravity values.
 ES0119
 ES0119;                    North         East    Units  Estimated Accuracy
 ES0119;SPC AZ E     -   365,750.      207,990.      MT  (+/- 180 meters Scaled)
 ES0119
 ES0119                          SUPERSEDED SURVEY CONTROL
 ES0119
 ES0119  NGVD 29 (??/??/92) 1941.281  (m)         6369.02   (f) ADJ UNCH    2 0
 ES0119
 ES0119.Superseded values are not recommended for survey control.
 ES0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0119.See file dsdata.txt to determine how the superseded data were derived.
 ES0119
 ES0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC713955(NAD 83)
 ES0119_MARKER: DB = BENCH MARK DISK
 ES0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0119_STAMPING: W 140 1935
 ES0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0119+STABILITY: SURFACE MOTION
 ES0119
 ES0119  HISTORY     - Date     Condition        Report By
 ES0119  HISTORY     - 1935     MONUMENTED       CGS
 ES0119  HISTORY     - 1960     MARK NOT FOUND   USGS
 ES0119
 ES0119                          STATION DESCRIPTION
 ES0119
 ES0119'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0119'2.0 MI SE FROM PINEDALE.
 ES0119'2.0 MILES SOUTHEAST ALONG THE SHOW LOW ROAD FROM THE POST OFFICE AT
 ES0119'PINEDALE, NAVAJO COUNTY, AT THE EAST SIDE OF A WIDE ROCKY CREEK, 100
 ES0119'FEET NORTH OF A LARGE FRAME SHED AND BOARD FENCE, 25 FEET EAST OF THE
 ES0119'CENTERLINE OF THE ROAD, 8 FEET NORTH OF THE END OF A FENCE AND ABOUT 3
 ES0119'FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED W 140 1935 AND SET
 ES0119'IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS NOW A SMALL DITCH FOR
 ES0119'RUNOFF WATER FROM THE ROAD IN THE PLACE WHERE THE MARK SHOULD BE. A
 ES0119'SEARCH WAS MADE IN THE UP-TURNED DIRT FROM THE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0237 ***********************************************************************
 ES0237  DESIGNATION -  W 141
 ES0237  PID         -  ES0237
 ES0237  STATE/COUNTY-  AZ/NAVAJO
 ES0237  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0237
 ES0237                         *CURRENT SURVEY CONTROL
 ES0237  ___________________________________________________________________
 ES0237* NAD 83(1986)-  34 51 37.     (N)    110 39 46.     (W)     SCALED    
 ES0237* NAVD 88     -      1636.816  (meters)    5370.12   (feet)  ADJUSTED  
 ES0237  ___________________________________________________________________
 ES0237  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0237  DYNAMIC HT  -        1634.575 (meters)    5362.77  (feet)  COMP
 ES0237  MODELED GRAV-     979,207.6   (mgal)                       NAVD 88
 ES0237
 ES0237  VERT ORDER  -  SECOND    CLASS 0
 ES0237
 ES0237.The horizontal coordinates were scaled from a topographic map and have
 ES0237.an estimated accuracy of +/- 6 seconds.
 ES0237
 ES0237.The orthometric height was determined by differential leveling
 ES0237.and adjusted in June 1991.
 ES0237
 ES0237.The geoid height was determined by GEOID03.
 ES0237
 ES0237.The dynamic height is computed by dividing the NAVD 88
 ES0237.geopotential number by the normal gravity value computed on the
 ES0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0237.degrees latitude (g = 980.6199 gals.).
 ES0237
 ES0237.The modeled gravity was interpolated from observed gravity values.
 ES0237
 ES0237;                    North         East    Units  Estimated Accuracy
 ES0237;SPC AZ E     -   428,190.      168,000.      MT  (+/- 180 meters Scaled)
 ES0237
 ES0237                          SUPERSEDED SURVEY CONTROL
 ES0237
 ES0237  NGVD 29 (??/??/92) 1636.011  (m)         5367.48   (f) ADJ UNCH    2 0
 ES0237
 ES0237.Superseded values are not recommended for survey control.
 ES0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0237.See file dsdata.txt to determine how the superseded data were derived.
 ES0237
 ES0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD308576(NAD 83)
 ES0237_MARKER: DB = BENCH MARK DISK
 ES0237_SETTING: 66 = SET IN ROCK OUTCROP
 ES0237_SP_SET: SANDSTONE OUTCROP
 ES0237_STAMPING: W-141 1935
 ES0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0237+STABILITY: POSITION/ELEVATION WELL
 ES0237
 ES0237  HISTORY     - Date     Condition        Report By
 ES0237  HISTORY     - 1935     MONUMENTED       CGS
 ES0237  HISTORY     - 1956     GOOD             NGS
 ES0237
 ES0237                          STATION DESCRIPTION
 ES0237
 ES0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0237'11.9 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0237'11.9 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  ON THE
 ES0237'SOUTHWEST SLOPE OF A RIDGE, 333 FT W OF THE CENTERLINE OF THE ROAD,
 ES0237'ABOUT 5 FEET ABOVE THE ROAD, AND SET IN A RED SANDSTONE OUTCROP.
 ES0237
 ES0237                          STATION RECOVERY (1956)
 ES0237
 ES0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ES0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0191 ***********************************************************************
 ES0191  DESIGNATION -  W 142
 ES0191  PID         -  ES0191
 ES0191  STATE/COUNTY-  AZ/COCONINO
 ES0191  USGS QUAD   -  WOODS CANYON (1990)
 ES0191
 ES0191                         *CURRENT SURVEY CONTROL
 ES0191  ___________________________________________________________________
 ES0191* NAD 83(1986)-  34 19 45.     (N)    110 57 37.     (W)     SCALED    
 ES0191* NAVD 88     -      2331.254  (meters)    7648.46   (feet)  ADJUSTED  
 ES0191  ___________________________________________________________________
 ES0191  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ES0191  DYNAMIC HT  -        2327.692 (meters)    7636.77  (feet)  COMP
 ES0191  MODELED GRAV-     979,022.8   (mgal)                       NAVD 88
 ES0191
 ES0191  VERT ORDER  -  SECOND    CLASS 0
 ES0191
 ES0191.The horizontal coordinates were scaled from a topographic map and have
 ES0191.an estimated accuracy of +/- 6 seconds.
 ES0191
 ES0191.The orthometric height was determined by differential leveling
 ES0191.and adjusted in June 1991.
 ES0191
 ES0191.The geoid height was determined by GEOID03.
 ES0191
 ES0191.The dynamic height is computed by dividing the NAVD 88
 ES0191.geopotential number by the normal gravity value computed on the
 ES0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0191.degrees latitude (g = 980.6199 gals.).
 ES0191
 ES0191.The modeled gravity was interpolated from observed gravity values.
 ES0191
 ES0191;                    North         East    Units  Estimated Accuracy
 ES0191;SPC AZ C     -   369,580.      301,370.      MT  (+/- 180 meters Scaled)
 ES0191
 ES0191                          SUPERSEDED SURVEY CONTROL
 ES0191
 ES0191  NGVD 29 (??/??/92) 2330.178  (m)         7644.93   (f) ADJ UNCH    2 0
 ES0191
 ES0191.Superseded values are not recommended for survey control.
 ES0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0191.See file dsdata.txt to determine how the superseded data were derived.
 ES0191
 ES0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC036986(NAD 83)
 ES0191_MARKER: DB = BENCH MARK DISK
 ES0191_SETTING: 80 = SET IN A BOULDER
 ES0191_SP_SET: BOULDER
 ES0191_STAMPING: W-142 1935
 ES0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0191+STABILITY: SURFACE MOTION
 ES0191
 ES0191  HISTORY     - Date     Condition        Report By
 ES0191  HISTORY     - 1935     MONUMENTED       CGS
 ES0191
 ES0191                          STATION DESCRIPTION
 ES0191
 ES0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0191'60.0 MI SW FROM WINSLOW.
 ES0191'5.0 MI SE ALONG ROAD TO 13 RANCH (5.0 MI N AND W FROM 13 RANCH) 60.0
 ES0191'MI S.W. OF WINSLOW (UNION OIL CO PLANT) 165 FEET E OF A 12 INCH GALV
 ES0191'CULVERT WITH STONE HEADWALLS, 120 FEET NE OF AN OAK TREE WITH A (X)
 ES0191'MARKED ON THE TRUNK ALSO A TIN PLATE WITH (T-11-N, R-13-E, SECS 14,
 ES0191'15, 22, 23) AND 90 FEET N OF THE CENTERLINE OF THE ROAD, SET IN A
 ES0191'BLACK BOULDER 5 FT X 5 FT BY 3 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0143 ***********************************************************************
 ES0143  DESIGNATION -  W 146
 ES0143  PID         -  ES0143
 ES0143  STATE/COUNTY-  AZ/NAVAJO
 ES0143  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0143
 ES0143                         *CURRENT SURVEY CONTROL
 ES0143  ___________________________________________________________________
 ES0143* NAD 83(1986)-  34 01 39.     (N)    110 14 16.     (W)     SCALED    
 ES0143* NAVD 88     -      1550.638  (meters)    5087.38   (feet)  ADJUSTED  
 ES0143  ___________________________________________________________________
 ES0143  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ES0143  DYNAMIC HT  -        1548.411 (meters)    5080.08  (feet)  COMP
 ES0143  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 ES0143
 ES0143  VERT ORDER  -  SECOND    CLASS 0
 ES0143
 ES0143.The horizontal coordinates were scaled from a topographic map and have
 ES0143.an estimated accuracy of +/- 6 seconds.
 ES0143
 ES0143.The orthometric height was determined by differential leveling
 ES0143.and adjusted in June 1991.
 ES0143
 ES0143.The geoid height was determined by GEOID03.
 ES0143
 ES0143.The dynamic height is computed by dividing the NAVD 88
 ES0143.geopotential number by the normal gravity value computed on the
 ES0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0143.degrees latitude (g = 980.6199 gals.).
 ES0143
 ES0143.The modeled gravity was interpolated from observed gravity values.
 ES0143
 ES0143;                    North         East    Units  Estimated Accuracy
 ES0143;SPC AZ E     -   335,710.      206,790.      MT  (+/- 180 meters Scaled)
 ES0143
 ES0143                          SUPERSEDED SURVEY CONTROL
 ES0143
 ES0143  NGVD 29 (??/??/92) 1549.842  (m)         5084.77   (f) ADJ UNCH    2 0
 ES0143
 ES0143.Superseded values are not recommended for survey control.
 ES0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0143.See file dsdata.txt to determine how the superseded data were derived.
 ES0143
 ES0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC703654(NAD 83)
 ES0143_MARKER: DB = BENCH MARK DISK
 ES0143_SETTING: 66 = SET IN ROCK OUTCROP
 ES0143_SP_SET: ROCK OUTCROP
 ES0143_STAMPING: W 146 1960
 ES0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0143+STABILITY: POSITION/ELEVATION WELL
 ES0143
 ES0143  HISTORY     - Date     Condition        Report By
 ES0143  HISTORY     - 1960     MONUMENTED       CGS
 ES0143  HISTORY     - 19960919 GOOD             USPSQD
 ES0143
 ES0143                          STATION DESCRIPTION
 ES0143
 ES0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0143'21.85 MI SW FROM SHOW LOW.
 ES0143'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0143'SHOW LOW, THENCE 21.75 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND
 ES0143'STATE HIGHWAY 77, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 2
 ES0143'FEET, 90 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET NORTH
 ES0143'OF TWO 8-FOOT CULVERTS UNDER THE HIGHWAY, AND ABOUT 7 FEET BELOW THE
 ES0143'LEVEL OF THE HIGHWAY.
 ES0143
 ES0143                          STATION RECOVERY (1996)
 ES0143
 ES0143'RECOVERY NOTE BY US POWER SQUADRON 1996
 ES0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0054 ***********************************************************************
 DU0054  DESIGNATION -  W 147
 DU0054  PID         -  DU0054
 DU0054  STATE/COUNTY-  AZ/GILA
 DU0054  USGS QUAD   -  CARRIZO (1978)
 DU0054
 DU0054                         *CURRENT SURVEY CONTROL
 DU0054  ___________________________________________________________________
 DU0054* NAD 83(1986)-  33 58 37.     (N)    110 18 42.     (W)     SCALED    
 DU0054* NAVD 88     -      1574.881  (meters)    5166.92   (feet)  ADJUSTED  
 DU0054  ___________________________________________________________________
 DU0054  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 DU0054  DYNAMIC HT  -        1572.639 (meters)    5159.57  (feet)  COMP
 DU0054  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 DU0054
 DU0054  VERT ORDER  -  FIRST     CLASS II
 DU0054
 DU0054.The horizontal coordinates were scaled from a topographic map and have
 DU0054.an estimated accuracy of +/- 6 seconds.
 DU0054
 DU0054.The orthometric height was determined by differential leveling
 DU0054.and adjusted in June 1991.
 DU0054
 DU0054.The geoid height was determined by GEOID03.
 DU0054
 DU0054.The dynamic height is computed by dividing the NAVD 88
 DU0054.geopotential number by the normal gravity value computed on the
 DU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0054.degrees latitude (g = 980.6199 gals.).
 DU0054
 DU0054.The modeled gravity was interpolated from observed gravity values.
 DU0054
 DU0054;                    North         East    Units  Estimated Accuracy
 DU0054;SPC AZ E     -   330,110.      199,960.      MT  (+/- 180 meters Scaled)
 DU0054
 DU0054                          SUPERSEDED SURVEY CONTROL
 DU0054
 DU0054  NGVD 29 (??/??/92) 1574.114  (m)         5164.41   (f) ADJ UNCH    1 2
 DU0054
 DU0054.Superseded values are not recommended for survey control.
 DU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0054.See file dsdata.txt to determine how the superseded data were derived.
 DU0054
 DU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC635598(NAD 83)
 DU0054_MARKER: DB = BENCH MARK DISK
 DU0054_SETTING: 66 = SET IN ROCK OUTCROP
 DU0054_SP_SET: ROCK OUTCROP
 DU0054_STAMPING: W 147 1960
 DU0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0054+STABILITY: POSITION/ELEVATION WELL
 DU0054
 DU0054  HISTORY     - Date     Condition        Report By
 DU0054  HISTORY     - 1960     MONUMENTED       CGS
 DU0054  HISTORY     - 1979     GOOD             NGS
 DU0054
 DU0054                          STATION DESCRIPTION
 DU0054
 DU0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0054'28.85 MI SW FROM SHOW LOW.
 DU0054'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0054'SHOW LOW, THENCE 28.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0054'HIGHWAY 77, ABOUT HALFWAY UP A LONG GRADE, IN THE TOP OF THE NORTHWEST
 DU0054'EDGE OF A ROCK OUTCROP, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DU0054'HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0054
 DU0054                          STATION RECOVERY (1979)
 DU0054
 DU0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0054'ADD=0.5 MILE NORTHEAST OF MILE POST 313.
 DU0054'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0386 ***********************************************************************
 DT0386  DESIGNATION -  W 149
 DT0386  PID         -  DT0386
 DT0386  STATE/COUNTY-  AZ/GRAHAM
 DT0386  USGS QUAD   -  TULE TUBS (1967)
 DT0386
 DT0386                         *CURRENT SURVEY CONTROL
 DT0386  ___________________________________________________________________
 DT0386* NAD 83(1986)-  33 19 05.     (N)    109 53 44.     (W)     SCALED    
 DT0386* NAVD 88     -      1555.193  (meters)    5102.33   (feet)  ADJUSTED  
 DT0386  ___________________________________________________________________
 DT0386  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DT0386  DYNAMIC HT  -        1552.886 (meters)    5094.76  (feet)  COMP
 DT0386  MODELED GRAV-     979,099.3   (mgal)                       NAVD 88
 DT0386
 DT0386  VERT ORDER  -  SECOND    CLASS 0
 DT0386
 DT0386.The horizontal coordinates were scaled from a topographic map and have
 DT0386.an estimated accuracy of +/- 6 seconds.
 DT0386
 DT0386.The orthometric height was determined by differential leveling
 DT0386.and adjusted in June 1991.
 DT0386
 DT0386.The geoid height was determined by GEOID03.
 DT0386
 DT0386.The dynamic height is computed by dividing the NAVD 88
 DT0386.geopotential number by the normal gravity value computed on the
 DT0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0386.degrees latitude (g = 980.6199 gals.).
 DT0386
 DT0386.The modeled gravity was interpolated from observed gravity values.
 DT0386
 DT0386;                    North         East    Units  Estimated Accuracy
 DT0386;SPC AZ E     -   257,060.      238,600.      MT  (+/- 180 meters Scaled)
 DT0386
 DT0386                          SUPERSEDED SURVEY CONTROL
 DT0386
 DT0386  NGVD 29 (??/??/92) 1554.443  (m)         5099.87   (f) ADJ UNCH    2 0
 DT0386
 DT0386.Superseded values are not recommended for survey control.
 DT0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0386.See file dsdata.txt to determine how the superseded data were derived.
 DT0386
 DT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB028870(NAD 83)
 DT0386_MARKER: DB = BENCH MARK DISK
 DT0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0386_STAMPING: W 149 1935
 DT0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0386+STABILITY: SURFACE MOTION
 DT0386
 DT0386  HISTORY     - Date     Condition        Report By
 DT0386  HISTORY     - 1935     MONUMENTED       CGS
 DT0386  HISTORY     - 1952     GOOD             USGS
 DT0386
 DT0386                          STATION DESCRIPTION
 DT0386
 DT0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0386'9.6 MI SE FROM ASH CREEK RANCH.
 DT0386'9.6 MI. SE ALONG ROAD TO HAT RANCH.  1.3 MI. E OF TULE TUBS, 0.4 MI. E
 DT0386'OF ROAD FORK AND 55 FT. S OF CENTERLINE OF ROAD.
 DT0386
 DT0386                          STATION RECOVERY (1952)
 DT0386
 DT0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 DT0386'4.6 MILES NORTHWEST ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0386'HEADQUARTERS, 1.3 MILES SOUTHEAST OF TULE TUBS, ABOUT 0.4 MILE
 DT0386'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD LEADING EAST ,ABOUT 0.1
 DT0386'MILE SOUTHWEST ACROSS COUNTRY OF THE ROAD, ALONG A PORTION OF A DIM
 DT0386'TRACK ROAD, 55 FEET SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD, SET
 DT0386'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND,
 DT0386'LEVEL WITH DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0113 ***********************************************************************
 DU0113  DESIGNATION -  W 15
 DU0113  PID         -  DU0113
 DU0113  STATE/COUNTY-  AZ/GRAHAM
 DU0113  USGS QUAD   -  CALVA (1989)
 DU0113
 DU0113                         *CURRENT SURVEY CONTROL
 DU0113  ___________________________________________________________________
 DU0113* NAD 83(1986)-  33 11 30.     (N)    110 13 25.     (W)     SCALED    
 DU0113* NAVD 88     -       777.549  (meters)    2551.01   (feet)  ADJUSTED  
 DU0113  ___________________________________________________________________
 DU0113  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DU0113  DYNAMIC HT  -         776.496 (meters)    2547.55  (feet)  COMP
 DU0113  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 DU0113
 DU0113  VERT ORDER  -  FIRST     CLASS II
 DU0113
 DU0113.The horizontal coordinates were scaled from a topographic map and have
 DU0113.an estimated accuracy of +/- 6 seconds.
 DU0113
 DU0113.The orthometric height was determined by differential leveling
 DU0113.and adjusted in June 1991.
 DU0113
 DU0113.The geoid height was determined by GEOID03.
 DU0113
 DU0113.The dynamic height is computed by dividing the NAVD 88
 DU0113.geopotential number by the normal gravity value computed on the
 DU0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0113.degrees latitude (g = 980.6199 gals.).
 DU0113
 DU0113.The modeled gravity was interpolated from observed gravity values.
 DU0113
 DU0113;                    North         East    Units  Estimated Accuracy
 DU0113;SPC AZ E     -   243,010.      208,050.      MT  (+/- 180 meters Scaled)
 DU0113
 DU0113                          SUPERSEDED SURVEY CONTROL
 DU0113
 DU0113  NGVD 29 (??/??/92)  776.972  (m)         2549.12   (f) ADJ UNCH    1 2
 DU0113
 DU0113.Superseded values are not recommended for survey control.
 DU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0113.See file dsdata.txt to determine how the superseded data were derived.
 DU0113
 DU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB723728(NAD 83)
 DU0113_MARKER: DB = BENCH MARK DISK
 DU0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0113_SP_SET: CULVERT
 DU0113_STAMPING: 2549.116 W 15 1933
 DU0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0113
 DU0113  HISTORY     - Date     Condition        Report By
 DU0113  HISTORY     - 1933     MONUMENTED       CGS
 DU0113  HISTORY     - 19870522 SEE DESCRIPTION  USGS
 DU0113
 DU0113                          STATION DESCRIPTION
 DU0113
 DU0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0113'8.8 MI NW FROM BYLAS.
 DU0113'ON SOUTHERN PACIFIC RIGHT OF WAY, 1100 FEET SOUTHEAST OF MILEPOST
 DU0113'1179, 1200 FEET NORTHWEST OF GILA RIVER RAILROAD BRIDGE, 12 FEET
 DU0113'SOUTHWEST OF RAILROAD CENTER-LINE, ON CONCRETE HEAD-WALL OF RAILROAD
 DU0113'CULVERT MARKED 1178.80.
 DU0113
 DU0113                          STATION RECOVERY (1987)
 DU0113
 DU0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (WCN)
 DU0113'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0587 ***********************************************************************
 CY0587  DESIGNATION -  W 153
 CY0587  PID         -  CY0587
 CY0587  STATE/COUNTY-  AZ/GRAHAM
 CY0587  USGS QUAD   -  PIMA (1985)
 CY0587
 CY0587                         *CURRENT SURVEY CONTROL
 CY0587  ___________________________________________________________________
 CY0587* NAD 83(1986)-  32 55 42.     (N)    109 49 38.     (W)     SCALED    
 CY0587* NAVD 88     -       863.518  (meters)    2833.06   (feet)  ADJUSTED  
 CY0587  ___________________________________________________________________
 CY0587  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY0587  DYNAMIC HT  -         862.319 (meters)    2829.12  (feet)  COMP
 CY0587  MODELED GRAV-     979,222.5   (mgal)                       NAVD 88
 CY0587
 CY0587  VERT ORDER  -  SECOND    CLASS 0
 CY0587
 CY0587.The horizontal coordinates were scaled from a topographic map and have
 CY0587.an estimated accuracy of +/- 6 seconds.
 CY0587
 CY0587.The orthometric height was determined by differential leveling
 CY0587.and adjusted in June 1991.
 CY0587
 CY0587.The geoid height was determined by GEOID03.
 CY0587
 CY0587.The dynamic height is computed by dividing the NAVD 88
 CY0587.geopotential number by the normal gravity value computed on the
 CY0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0587.degrees latitude (g = 980.6199 gals.).
 CY0587
 CY0587.The modeled gravity was interpolated from observed gravity values.
 CY0587
 CY0587;                    North         East    Units  Estimated Accuracy
 CY0587;SPC AZ E     -   213,860.      245,110.      MT  (+/- 180 meters Scaled)
 CY0587
 CY0587                          SUPERSEDED SURVEY CONTROL
 CY0587
 CY0587  NGVD 29 (??/??/92)  862.922  (m)         2831.10   (f) ADJ UNCH    2 0
 CY0587
 CY0587.Superseded values are not recommended for survey control.
 CY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0587.See file dsdata.txt to determine how the superseded data were derived.
 CY0587
 CY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB096439(NAD 83)
 CY0587_MARKER: DB = BENCH MARK DISK
 CY0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0587_SP_SET: CONCRETE FLOOR
 CY0587_STAMPING: W 153 1935
 CY0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0587
 CY0587  HISTORY     - Date     Condition        Report By
 CY0587  HISTORY     - 1935     MONUMENTED       CGS
 CY0587
 CY0587                          STATION DESCRIPTION
 CY0587
 CY0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CY0587'2.3 MI N FROM PIMA.
 CY0587'2.3 MILES NORTH ALONG THE HAT RANCH ROAD FROM THE PUBLIC SCHOOL AT
 CY0587'PIMA, GRAHAM COUNTY, AT THE BRYCE PUBLIC SCHOOL, 4 FEET SOUTH OF THE
 CY0587'CENTER OF THE EAST MAIN ENTRANCE, AND IN THE TOP OF THE CONCRETE FLOOR
 CY0587'OF A PORCH.  A STANDARD DISK, STAMPED W 153 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0293 ***********************************************************************
 ES0293  DESIGNATION -  W 16
 ES0293  PID         -  ES0293
 ES0293  STATE/COUNTY-  AZ/GILA
 ES0293  USGS QUAD   -  PAYSON NORTH (1973)
 ES0293
 ES0293                         *CURRENT SURVEY CONTROL
 ES0293  ___________________________________________________________________
 ES0293* NAD 83(1986)-  34 18 46.     (N)    111 22 10.     (W)     SCALED    
 ES0293* NAVD 88     -      1410.176  (meters)    4626.55   (feet)  ADJUSTED  
 ES0293  ___________________________________________________________________
 ES0293  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ES0293  DYNAMIC HT  -        1408.260 (meters)    4620.27  (feet)  COMP
 ES0293  MODELED GRAV-     979,227.9   (mgal)                       NAVD 88
 ES0293
 ES0293  VERT ORDER  -  FIRST     CLASS II
 ES0293
 ES0293.The horizontal coordinates were scaled from a topographic map and have
 ES0293.an estimated accuracy of +/- 6 seconds.
 ES0293
 ES0293.The orthometric height was determined by differential leveling
 ES0293.and adjusted in June 1991.
 ES0293
 ES0293.The geoid height was determined by GEOID03.
 ES0293
 ES0293.The dynamic height is computed by dividing the NAVD 88
 ES0293.geopotential number by the normal gravity value computed on the
 ES0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0293.degrees latitude (g = 980.6199 gals.).
 ES0293
 ES0293.The modeled gravity was interpolated from observed gravity values.
 ES0293
 ES0293;                    North         East    Units  Estimated Accuracy
 ES0293;SPC AZ E     -   368,000.      102,660.      MT  (+/- 180 meters Scaled)
 ES0293
 ES0293                          SUPERSEDED SURVEY CONTROL
 ES0293
 ES0293  NGVD 29 (??/??/92) 1409.442  (m)         4624.14   (f) ADJ UNCH    1 2
 ES0293
 ES0293.Superseded values are not recommended for survey control.
 ES0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0293.See file dsdata.txt to determine how the superseded data were derived.
 ES0293
 ES0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC660968(NAD 83)
 ES0293_MARKER: DD = SURVEY DISK
 ES0293_SETTING: 66 = SET IN ROCK OUTCROP
 ES0293_SP_SET: LIMESTONE LEDGE
 ES0293_MARK LOGO: USGS  
 ES0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0293+STABILITY: POSITION/ELEVATION WELL
 ES0293
 ES0293  HISTORY     - Date     Condition        Report By
 ES0293  HISTORY     - UNK      MONUMENTED       USGS
 ES0293  HISTORY     - 1933     GOOD             NGS
 ES0293  HISTORY     - 1982     GOOD             NGS
 ES0293
 ES0293                          STATION DESCRIPTION
 ES0293
 ES0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0293'7.5 MI NW FROM PAYSON.
 ES0293'AT SIDE OF HIGHWAY, 1.2 MILES NORTHWEST OF EAST VERDE RIVER HIGHWAY
 ES0293'BRIDGE, 200 FET NORTHWEST OF LOWER SYCAMORE CREEK CROSSING, 35 FEET
 ES0293'SOUTHWEST OF HIGHWAY CENTER-LINE, ON TOP OF LIMESTONE LEDGE.
 ES0293
 ES0293                          STATION RECOVERY (1982)
 ES0293
 ES0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0293'RECOVERED IN GOOD CONDITION. DUE TO ITS LOCATION USE ONLY FOR A
 ES0293'TIE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0277 ***********************************************************************
 DU0277  DESIGNATION -  W 17
 DU0277  PID         -  DU0277
 DU0277  STATE/COUNTY-  AZ/GILA
 DU0277  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU0277
 DU0277                         *CURRENT SURVEY CONTROL
 DU0277  ___________________________________________________________________
 DU0277* NAD 83(1986)-  33 14 01.     (N)    110 47 10.     (W)     SCALED    
 DU0277* NAVD 88     -      1417.81   (+/-2cm)    4651.6    (feet)  VERTCON   
 DU0277  ___________________________________________________________________
 DU0277  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DU0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0277
 DU0277.The horizontal coordinates were scaled from a topographic map and have
 DU0277.an estimated accuracy of +/- 6 seconds.
 DU0277
 DU0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0277.The vertical order pertains to the NGVD 29 superseded value.
 DU0277
 DU0277.The geoid height was determined by GEOID03.
 DU0277
 DU0277;                    North         East    Units  Estimated Accuracy
 DU0277;SPC AZ E     -   247,830.      155,630.      MT  (+/- 180 meters Scaled)
 DU0277
 DU0277                          SUPERSEDED SURVEY CONTROL
 DU0277
 DU0277  NGVD 29 (??/??/92) 1417.117  (m)         4649.32   (f) ADJ UNCH    2 0
 DU0277
 DU0277.Superseded values are not recommended for survey control.
 DU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0277.See file dsdata.txt to determine how the superseded data were derived.
 DU0277
 DU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB199772(NAD 83)
 DU0277_MARKER: DB = BENCH MARK DISK
 DU0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0277_STAMPING: 4649.351 W 17 1933
 DU0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0277+STABILITY: SURFACE MOTION
 DU0277
 DU0277  HISTORY     - Date     Condition        Report By
 DU0277  HISTORY     - 1933     MONUMENTED       CGS
 DU0277  HISTORY     - 1963     GOOD             USGS
 DU0277
 DU0277                          STATION DESCRIPTION
 DU0277
 DU0277'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DU0277'14.6 MI SE FROM GLOBE.
 DU0277'3.6 MILES EAST ALONG U.S. HWY. 70 FROM POST OFFICE AT GLOBE, THENCE
 DU0277'11.0 MILES SOUTH ALONG STATE HWY. 77, AT WHAT IS KNOWN AS EL CAPITAN.
 DU0277'110 FEET EAST OF A STONE HOUSE, 102 FEET NORTH AND 63 FEET WEST OF A
 DU0277'HIGHWAY AND PRIVATE DRIVEWAY WEST, 4 FEET SOUTH AND 4.5 FEET WEST OF A
 DU0277'STEEL FENCE CORNER OF A LARGE DOG PEN, 8 FEET SOUTH OF A LARGE OAK
 DU0277'TREE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 DU0277'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0290 ***********************************************************************
 ES0290  DESIGNATION -  W 17
 ES0290  PID         -  ES0290
 ES0290  STATE/COUNTY-  AZ/GILA
 ES0290  USGS QUAD   -  PAYSON NORTH (1973)
 ES0290
 ES0290                         *CURRENT SURVEY CONTROL
 ES0290  ___________________________________________________________________
 ES0290* NAD 83(1986)-  34 18 03.     (N)    111 21 27.     (W)     SCALED    
 ES0290* NAVD 88     -      1379.366  (meters)    4525.47   (feet)  ADJUSTED  
 ES0290  ___________________________________________________________________
 ES0290  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 ES0290  DYNAMIC HT  -        1377.494 (meters)    4519.33  (feet)  COMP
 ES0290  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 ES0290
 ES0290  VERT ORDER  -  FIRST     CLASS II
 ES0290
 ES0290.The horizontal coordinates were scaled from a topographic map and have
 ES0290.an estimated accuracy of +/- 6 seconds.
 ES0290
 ES0290.The orthometric height was determined by differential leveling
 ES0290.and adjusted in June 1991.
 ES0290
 ES0290.The geoid height was determined by GEOID03.
 ES0290
 ES0290.The dynamic height is computed by dividing the NAVD 88
 ES0290.geopotential number by the normal gravity value computed on the
 ES0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0290.degrees latitude (g = 980.6199 gals.).
 ES0290
 ES0290.The modeled gravity was interpolated from observed gravity values.
 ES0290
 ES0290;                    North         East    Units  Estimated Accuracy
 ES0290;SPC AZ E     -   366,660.      103,740.      MT  (+/- 180 meters Scaled)
 ES0290
 ES0290                          SUPERSEDED SURVEY CONTROL
 ES0290
 ES0290  NGVD 29 (??/??/92) 1378.63   (m)         4523.1    (f) COMPUTED    1 2
 ES0290
 ES0290.Superseded values are not recommended for survey control.
 ES0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0290.See file dsdata.txt to determine how the superseded data were derived.
 ES0290
 ES0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC671955(NAD 83)
 ES0290_MARKER: DD = SURVEY DISK
 ES0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0290_SP_SET: PARAPET WALL
 ES0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0290
 ES0290  HISTORY     - Date     Condition        Report By
 ES0290  HISTORY     - UNK      MONUMENTED       USGS
 ES0290  HISTORY     - 1933     GOOD             NGS
 ES0290  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0290
 ES0290                          STATION DESCRIPTION
 ES0290
 ES0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0290'6.3 MI NW FROM PAYSON.
 ES0290'EAST VERDE RIVER HIGHWAY BRIDGE, SOUTH END OF, EAST SIDE OF ROAD, TOP
 ES0290'OF SOUTH END OF CONCRETE PARAPET WALL.
 ES0290
 ES0290                          STATION RECOVERY (1982)
 ES0290
 ES0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0290'NOT RECOVERED. FOUND RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0298 ***********************************************************************
 CZ0298  DESIGNATION -  W 18
 CZ0298  PID         -  CZ0298
 CZ0298  STATE/COUNTY-  AZ/PINAL
 CZ0298  USGS QUAD   -  MAMMOTH (1972)
 CZ0298
 CZ0298                         *CURRENT SURVEY CONTROL
 CZ0298  ___________________________________________________________________
 CZ0298* NAD 83(1986)-  32 41 10.     (N)    110 41 07.     (W)     SCALED    
 CZ0298* NAVD 88     -       983.87   (+/-2cm)    3227.9    (feet)  VERTCON   
 CZ0298  ___________________________________________________________________
 CZ0298  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CZ0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0298
 CZ0298.The horizontal coordinates were scaled from a topographic map and have
 CZ0298.an estimated accuracy of +/- 6 seconds.
 CZ0298
 CZ0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0298.The vertical order pertains to the NGVD 29 superseded value.
 CZ0298
 CZ0298.The geoid height was determined by GEOID03.
 CZ0298
 CZ0298;                    North         East    Units  Estimated Accuracy
 CZ0298;SPC AZ C     -   187,610.      328,840.      MT  (+/- 180 meters Scaled)
 CZ0298
 CZ0298                          SUPERSEDED SURVEY CONTROL
 CZ0298
 CZ0298  NGVD 29 (??/??/92)  983.178  (m)         3225.64   (f) ADJ UNCH    2 0
 CZ0298
 CZ0298.Superseded values are not recommended for survey control.
 CZ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0298.See file dsdata.txt to determine how the superseded data were derived.
 CZ0298
 CZ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB295165(NAD 83)
 CZ0298_MARKER: DB = BENCH MARK DISK
 CZ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0298_STAMPING: 3225.728 W 18 1933
 CZ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0298+STABILITY: SURFACE MOTION
 CZ0298
 CZ0298  HISTORY     - Date     Condition        Report By
 CZ0298  HISTORY     - 1933     MONUMENTED       CGS
 CZ0298  HISTORY     - 1934     GOOD             NGS
 CZ0298
 CZ0298                          STATION DESCRIPTION
 CZ0298
 CZ0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0298'4.3 MI SW FROM MAMMOTH.
 CZ0298'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0298'OPPOSITE THE CENTER OF A CUT WITH A 3-FOOT BANK ON THE WEST SIDE OF
 CZ0298'THE HIGHWAY, ON A RIDGE SOUTHEAST OF A WASH, 45 FEET NORTHWEST OF THE
 CZ0298'CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY. A
 CZ0298'STANDARD DISK, STAMPED 3225.728 W 18 1933 AND SET IN THE TOP OF A
 CZ0298'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0285 ***********************************************************************
 ES0285  DESIGNATION -  W 18
 ES0285  PID         -  ES0285
 ES0285  STATE/COUNTY-  AZ/GILA
 ES0285  USGS QUAD   -  PAYSON NORTH (1973)
 ES0285
 ES0285                         *CURRENT SURVEY CONTROL
 ES0285  ___________________________________________________________________
 ES0285* NAD 83(1986)-  34 16 12.     (N)    111 19 37.     (W)     SCALED    
 ES0285* NAVD 88     -      1539.359  (meters)    5050.38   (feet)  ADJUSTED  
 ES0285  ___________________________________________________________________
 ES0285  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 ES0285  DYNAMIC HT  -        1537.233 (meters)    5043.41  (feet)  COMP
 ES0285  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 ES0285
 ES0285  VERT ORDER  -  FIRST     CLASS II
 ES0285
 ES0285.The horizontal coordinates were scaled from a topographic map and have
 ES0285.an estimated accuracy of +/- 6 seconds.
 ES0285
 ES0285.The orthometric height was determined by differential leveling
 ES0285.and adjusted in June 1991.
 ES0285
 ES0285.The geoid height was determined by GEOID03.
 ES0285
 ES0285.The dynamic height is computed by dividing the NAVD 88
 ES0285.geopotential number by the normal gravity value computed on the
 ES0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0285.degrees latitude (g = 980.6199 gals.).
 ES0285
 ES0285.The modeled gravity was interpolated from observed gravity values.
 ES0285
 ES0285;                    North         East    Units  Estimated Accuracy
 ES0285;SPC AZ E     -   363,210.      106,520.      MT  (+/- 180 meters Scaled)
 ES0285
 ES0285                          SUPERSEDED SURVEY CONTROL
 ES0285
 ES0285.No superseded survey control is available for this station.
 ES0285
 ES0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC699921(NAD 83)
 ES0285_MARKER: DD = SURVEY DISK
 ES0285_SETTING: 66 = SET IN ROCK OUTCROP
 ES0285_SP_SET: GRANITE OUTCROP
 ES0285_MARK LOGO: USGS  
 ES0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0285+STABILITY: POSITION/ELEVATION WELL
 ES0285
 ES0285  HISTORY     - Date     Condition        Report By
 ES0285  HISTORY     - UNK      MONUMENTED       USGS
 ES0285  HISTORY     - 1933     GOOD             NGS
 ES0285  HISTORY     - 1982     GOOD             NGS
 ES0285  HISTORY     - 20050903 MARK NOT FOUND   USPSQD
 ES0285  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0285
 ES0285                          STATION DESCRIPTION
 ES0285
 ES0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0285'3.1 MI NW FROM PAYSON.
 ES0285'AT SIDE OF HIGHWAY, SUMMIT OF GRADE, 0.6 MILES SOUTH OF POINT WHERE
 ES0285'HIGHWAY MEETS ASH CREEK, 50 FEET EAST OF HIGHWAY CENTER-LINE, TABLET
 ES0285'ON GRANITE OUTCROP.
 ES0285
 ES0285                          STATION RECOVERY (1982)
 ES0285
 ES0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0285'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0285'4.7 KM (2.9 MI) NORTH ALONG MCLANE ROAD FROM MAIN STREET IN PAYSON,
 ES0285'WHICH IS THE OLD HIGHWAY, IN TOP OF A 2 BY 6 FOOT PORTION OF GRANITE
 ES0285'PROJECTING 1 FOOT ON THE NORTHEAST CORNER OF THE INTERSECTION, 15.2
 ES0285'METERS (50 FT) EAST OF THE CENTER OF THE OLD HIGHWAY, NORTH OF THE
 ES0285'CENTER OF THE INTERSECTION.
 ES0285'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 ES0285'THE MARK IS 2.0 M ABOVE THE OLD HIGHWAY.
 ES0285
 ES0285                          STATION RECOVERY (2005)
 ES0285
 ES0285'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0285'MARK NOT FOUND. LOCATION IS IN THE MIDDLE OF HOUSING ADDITION.
 ES0285' 
 ES0285
 ES0285                          STATION RECOVERY (2008)
 ES0285
 ES0285'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0285'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0285'MARK. A HOUSING DEVELOPMENT HAS BEEN BUILT AT THE DESCRIBED LOCATION,
 ES0285'AND THE ROADS HAVE BEEN RE-ALIGNED. THE MARK MAY STILL EXIST IN THE
 ES0285'BACK YARD OF ONE OF THE HOMES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0283 ***********************************************************************
 ES0283  DESIGNATION -  W 19 RESET
 ES0283  PID         -  ES0283
 ES0283  STATE/COUNTY-  AZ/GILA
 ES0283  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0283
 ES0283                         *CURRENT SURVEY CONTROL
 ES0283  ___________________________________________________________________
 ES0283* NAD 83(1986)-  34 13 51.     (N)    111 20 13.     (W)     SCALED    
 ES0283* NAVD 88     -      1486.517  (meters)    4877.01   (feet)  ADJUSTED  
 ES0283  ___________________________________________________________________
 ES0283  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 ES0283  DYNAMIC HT  -        1484.478 (meters)    4870.32  (feet)  COMP
 ES0283  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 ES0283
 ES0283  VERT ORDER  -  FIRST     CLASS II
 ES0283
 ES0283.The horizontal coordinates were scaled from a topographic map and have
 ES0283.an estimated accuracy of +/- 6 seconds.
 ES0283
 ES0283.The orthometric height was determined by differential leveling
 ES0283.and adjusted in June 1991.
 ES0283
 ES0283.The geoid height was determined by GEOID03.
 ES0283
 ES0283.The dynamic height is computed by dividing the NAVD 88
 ES0283.geopotential number by the normal gravity value computed on the
 ES0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0283.degrees latitude (g = 980.6199 gals.).
 ES0283
 ES0283.The modeled gravity was interpolated from observed gravity values.
 ES0283
 ES0283;                    North         East    Units  Estimated Accuracy
 ES0283;SPC AZ E     -   358,880.      105,550.      MT  (+/- 180 meters Scaled)
 ES0283
 ES0283                          SUPERSEDED SURVEY CONTROL
 ES0283
 ES0283  NGVD 29 (??/??/??) 1485.79   (m)         4874.6    (f) RESET       3  
 ES0283
 ES0283.Superseded values are not recommended for survey control.
 ES0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0283.See file dsdata.txt to determine how the superseded data were derived.
 ES0283
 ES0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC689878(NAD 83)
 ES0283_MARKER: DD = SURVEY DISK
 ES0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0283_SP_SET: SIDEWALK
 ES0283_STAMPING: 4877.546 W 19 1929 RESET 1955
 ES0283_MARK LOGO: USGS  
 ES0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0283+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2007
 ES0283
 ES0283  HISTORY     - Date     Condition        Report By
 ES0283  HISTORY     - 1955     MONUMENTED       BPR
 ES0283  HISTORY     - 1982     SEE DESCRIPTION  NGS
 ES0283  HISTORY     - 20070309 GOOD             GEOCAC
 ES0283
 ES0283                          STATION DESCRIPTION
 ES0283
 ES0283'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1955
 ES0283'IN PAYSON.
 ES0283'AT PAYSON, GILA COUNTY, AT THE NORTHWEST CORNER OF OX BOW LODGE, AND
 ES0283'IN THE CONCRETE SIDEWALK. A UNITED STATES GEOLOGICAL SURVEY STANDARD
 ES0283'DISK, STAMPED 4877.546 W 19 1929 RESET 1955.
 ES0283
 ES0283                          STATION RECOVERY (1982)
 ES0283
 ES0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0283'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0283'IN THE SIDEWALK AT THE NORTHWEST CORNER OF THE OX BOW LODGE, 0.3 KM
 ES0283'(0.15 MI) WEST OF THE POST OFFICE, 14.6 METERS (48 FT) SOUTH OF THE
 ES0283'CENTER OF MAIN STREET. NOTE--SIDEWALK IS CRACKED.
 ES0283'THE MARK IS 1.0 M BELOW MAIN STREET.
 ES0283
 ES0283                          STATION RECOVERY (2007)
 ES0283
 ES0283'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ES0283'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0283'THE DESCRIPTION   THE MARK IS LOCATED BETWEEN THE OX BOW INN AND OX
 ES0283'SALOON IN THE SIDEWALK UNDER THE PORCH ROOF, 1.3 FEET WEST OF THE
 ES0283'WESTERN MOST STONE PILLAR, 2 FEET EAST OF SOME STEPS, 1.3 FEET SOUTH
 ES0283'OF A RETAINING WALL, AND 1 INCH BELOW THE SURFACE OF THE SIDEWALK. THE
 ES0283'CONCRETE SIDEWALK NOW HAS FLAGSTONE CEMENTED ON TOP. HANDHELD
 ES0283'COORDINATES
 ES0283' 
 ES0283'34 13 51.8 (N)   111 20 13.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0457 ***********************************************************************
 ES0457  DESIGNATION -  W 2
 ES0457  PID         -  ES0457
 ES0457  STATE/COUNTY-  AZ/YAVAPAI
 ES0457  USGS QUAD   -  CAMP VERDE (1969)
 ES0457
 ES0457                         *CURRENT SURVEY CONTROL
 ES0457  ___________________________________________________________________
 ES0457* NAD 83(2007)-  34 32 14.38234(N)    111 49 45.47039(W)     ADJUSTED  
 ES0457* NAVD 88     -       944.310  (meters)    3098.12   (feet)  ADJUSTED  
 ES0457  ___________________________________________________________________
 ES0457  EPOCH DATE  -        2007.00
 ES0457  X           -  -1,956,060.388 (meters)                     COMP
 ES0457  Y           -  -4,883,256.762 (meters)                     COMP
 ES0457  Z           -   3,596,224.473 (meters)                     COMP
 ES0457  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 ES0457  ELLIP HEIGHT-         918.373 (meters)          (02/10/07) ADJUSTED
 ES0457  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 ES0457  DYNAMIC HT  -         943.131 (meters)    3094.26  (feet)  COMP
 ES0457
 ES0457  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0457  Type    PID    Designation                      North   East  Ellip
 ES0457  -------------------------------------------------------------------
 ES0457  NETWORK ES0457 W 2                               0.39   0.33   1.06
 ES0457  -------------------------------------------------------------------
 ES0457  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 ES0457
 ES0457  VERT ORDER  -  FIRST     CLASS II
 ES0457
 ES0457.The horizontal coordinates were established by GPS observations
 ES0457.and adjusted by the National Geodetic Survey in February 2007.
 ES0457
 ES0457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0457.The horizontal coordinates are valid at the epoch date displayed above.
 ES0457.The epoch date for horizontal control is a decimal equivalence
 ES0457.of Year/Month/Day.
 ES0457
 ES0457.The orthometric height was determined by differential leveling
 ES0457.and adjusted in June 1991.
 ES0457
 ES0457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0457
 ES0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0457
 ES0457.The ellipsoidal height was determined by GPS observations
 ES0457.and is referenced to NAD 83.
 ES0457
 ES0457.The geoid height was determined by GEOID03.
 ES0457
 ES0457.The dynamic height is computed by dividing the NAVD 88
 ES0457.geopotential number by the normal gravity value computed on the
 ES0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0457.degrees latitude (g = 980.6199 gals.).
 ES0457
 ES0457.The modeled gravity was interpolated from observed gravity values.
 ES0457
 ES0457;                    North         East     Units Scale Factor Converg.
 ES0457;SPC AZ C     -   392,255.721   221,379.619   MT  0.99990079   +0 02 58.3
 ES0457;SPC AZ C     - 1,286,928.22    726,311.09   iFT  0.99990079   +0 02 58.3
 ES0457;UTM  12      - 3,822,048.746   423,900.807   MT  0.99967138   -0 28 12.7
 ES0457
 ES0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0457!SPC AZ C     -   0.99985586  x   0.99990079  =   0.99975666
 ES0457!UTM  12      -   0.99985586  x   0.99967138  =   0.99952729
 ES0457
 ES0457                          SUPERSEDED SURVEY CONTROL
 ES0457
 ES0457  NAD 83(1992)-  34 32 14.38166(N)    111 49 45.46956(W) AD(       ) A
 ES0457  ELLIP H (09/30/99)  918.388  (m)                       GP(       ) 3 1
 ES0457  NAVD 88 (09/30/99)  944.31   (m)         3098.1    (f) LEVELING    3  
 ES0457  NGVD 29 (??/??/92)  943.605  (m)         3095.81   (f) ADJ UNCH    1 2
 ES0457
 ES0457.Superseded values are not recommended for survey control.
 ES0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0457.See file dsdata.txt to determine how the superseded data were derived.
 ES0457
 ES0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2390122049(NAD 83)
 ES0457_MARKER: DB = BENCH MARK DISK
 ES0457_SETTING: 66 = SET IN ROCK OUTCROP
 ES0457_SP_SET: LIMESTONE LEDGE
 ES0457_STAMPING: 3095.811 W 2 1929
 ES0457_MARK LOGO: USGS-E
 ES0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 ES0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0457+STABILITY: POSITION/ELEVATION WELL
 ES0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0457+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 ES0457
 ES0457  HISTORY     - Date     Condition        Report By
 ES0457  HISTORY     - UNK      MONUMENTED       USGS-E
 ES0457  HISTORY     - 1933     GOOD             NGS
 ES0457  HISTORY     - 1982     GOOD             NGS
 ES0457  HISTORY     - 19990121 GOOD             AZ-025
 ES0457  HISTORY     - 20031215 GOOD             SHEPH
 ES0457  HISTORY     - 20040904 GOOD             DEWDAV
 ES0457
 ES0457                          STATION DESCRIPTION
 ES0457
 ES0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0457'2.7 MI SE FROM CAMP VERDE.
 ES0457'AT SIDE OF OLD ROAD, ON SOUTH BANK OF WASH, 90 FEET NORTH OF ROAD FORK
 ES0457'TO SHIELDS RANCH, ON LEDGE OF LIMESTONE FLUSH WITH GROUND.
 ES0457
 ES0457                          STATION RECOVERY (1982)
 ES0457
 ES0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0457'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0457'4.7 KM (2.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0457'OFFICE IN CAMP VERDE, THENCE 0.6 KM (0.4 MI) SOUTHWEST ALONG A DIRT
 ES0457'ROAD LEADING TO CLEAR CREEK CEMETERY, IN TOP OF A SMALL PORTION OF
 ES0457'LIMESTONE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND AT THE NORTH
 ES0457'BASE OF A SMALL HILL, 72. 0 METERS (236 FT) EAST OF OF THE CENTER OF
 ES0457'THE DIRT ROAD, 11.9 METERS (39 FT) SOUTH OF THE SOUTH BANK OF A DRY
 ES0457'WASH.
 ES0457'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0457'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ES0457
 ES0457                          STATION RECOVERY (1999)
 ES0457
 ES0457'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ES0457'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF CAMP VERDE
 ES0457'AND 0.7 KM (0.45 MI) EAST OF THE SOUTHWEST END OF THE CAMP VERDE
 ES0457'AIRPORT.  OWNERSHIP--U.S. FOREST SERVICE.  TO REACH THE STATION FROM
 ES0457'THE INTERSECTION OF GENERAL CROOK TRAIL AND STATE HIGHWAY 260 IN CAMP
 ES0457'VERDE, GO SOUTHEAST FOR 2.0 MI (3.2 KM) ON HIGHWAY 260 TO VERDE PARK
 ES0457'DRIVE.  TURN RIGHT AND GO SOUTH FOR 0.4 MI (0.6 KM) ON VERDE PARK
 ES0457'DRIVE TO A TRACK ROAD LEFT.  TURN LEFT AND GO EAST FOR ABOUT 200 FEET
 ES0457'(61.0 M) ON THE TRACK ROAD TO THE STATION.  THE STATION IS A DISK IN
 ES0457'THE TOP OF A SMALL PORTION OF LIMESTONE OUTCROP FLUSH WITH GROUND AT
 ES0457'THE NORTH BASE OF A SMALL HILL.  LOCATED ABOUT 72 M (236.2 FT) EAST
 ES0457'FROM THE CENTER OF VERDE PARK ROAD AND ABOUT 12 M (39.4 FT) SOUTH FROM
 ES0457'THE SOUTH BANK OF A DRY WASH.
 ES0457
 ES0457                          STATION RECOVERY (2003)
 ES0457
 ES0457'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003 (MLD)
 ES0457'RECOVERY NOTE BY CORNERSTONE ENGINEERING, DEC 2003 (SD) RECOVERED IN
 ES0457'GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. TO REACH THE STATION FROM
 ES0457'THE INTERSECTION OF INTERSTATE 17 AND STATE HIGHWAY 260 IN CAMP VERDE,
 ES0457'PROCEED SOUTHEAST ON HIGHWAY 260 FOR 4.9 MILES TO VERDE PARK DRIVE,.
 ES0457'TURN RIGHT (SOUTH) AND PROCEED 0.4 MILES TO A DIRT TRAIL ON THE LEFT.
 ES0457'TURN LEFT (EAST) AND PROCEED FOR 200 FT TO THE STATION.
 ES0457' 
 ES0457'THE STATION IS A DISK IN THE TOP OF A SMALL PORTION OF LIMESTONE
 ES0457'OUTCROP FLUSH WUTH THE GROUND AT THE NORTH BASE OF A SMALL HILL.  IT
 ES0457'IS LOCATED ABOUT 236.2 FT EAST FROM THE CENTER OF VERDE PARK DRIVE AND
 ES0457'ABOUT 39.4 FT SOUTH FROM THE SOUTH BANK OF A DRY WASH.  RECOVERED BY
 ES0457'S. DICKEY, CORNERSTONE SURVEYING.
 ES0457
 ES0457                          STATION RECOVERY (2004)
 ES0457
 ES0457'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 ES0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0279 ***********************************************************************
 ES0279  DESIGNATION -  W 20
 ES0279  PID         -  ES0279
 ES0279  STATE/COUNTY-  AZ/GILA
 ES0279  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0279
 ES0279                         *CURRENT SURVEY CONTROL
 ES0279  ___________________________________________________________________
 ES0279* NAD 83(1986)-  34 11 47.     (N)    111 19 26.     (W)     SCALED    
 ES0279* NAVD 88     -      1486.282  (meters)    4876.24   (feet)  ADJUSTED  
 ES0279  ___________________________________________________________________
 ES0279  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ES0279  DYNAMIC HT  -        1484.276 (meters)    4869.66  (feet)  COMP
 ES0279  MODELED GRAV-     979,233.0   (mgal)                       NAVD 88
 ES0279
 ES0279  VERT ORDER  -  FIRST     CLASS II
 ES0279
 ES0279.The horizontal coordinates were scaled from a topographic map and have
 ES0279.an estimated accuracy of +/- 6 seconds.
 ES0279
 ES0279.The orthometric height was determined by differential leveling
 ES0279.and adjusted in June 1991.
 ES0279
 ES0279.The geoid height was determined by GEOID03.
 ES0279
 ES0279.The dynamic height is computed by dividing the NAVD 88
 ES0279.geopotential number by the normal gravity value computed on the
 ES0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0279.degrees latitude (g = 980.6199 gals.).
 ES0279
 ES0279.The modeled gravity was interpolated from observed gravity values.
 ES0279
 ES0279;                    North         East    Units  Estimated Accuracy
 ES0279;SPC AZ E     -   355,040.      106,710.      MT  (+/- 180 meters Scaled)
 ES0279
 ES0279                          SUPERSEDED SURVEY CONTROL
 ES0279
 ES0279  NGVD 29 (??/??/92) 1485.58   (m)         4873.9    (f) COMPUTED    1 2
 ES0279
 ES0279.Superseded values are not recommended for survey control.
 ES0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0279.See file dsdata.txt to determine how the superseded data were derived.
 ES0279
 ES0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC701839(NAD 83)
 ES0279_MARKER: DD = SURVEY DISK
 ES0279_SETTING: 80 = SET IN A BOULDER
 ES0279_SP_SET: BOULDER
 ES0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0279+STABILITY: SURFACE MOTION
 ES0279
 ES0279  HISTORY     - Date     Condition        Report By
 ES0279  HISTORY     - UNK      MONUMENTED       USGS
 ES0279  HISTORY     - 1933     GOOD             NGS
 ES0279  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0279  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0279
 ES0279                          STATION DESCRIPTION
 ES0279
 ES0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0279'2.7 MI S FROM PAYSON.
 ES0279'AT SIDE OF HIGHWAY, 0.4 MILES SOUTH OF T-JUNCTION OF ROAD TO ROUND
 ES0279'VALLEY, 350 FEET NORTH OF T-JUNCTION OF WAGON ROAD, 22 FEET WEST OF
 ES0279'HIGHWAY CENTER-LINE, TOP OF GRANITE BOULDER.
 ES0279
 ES0279                          STATION RECOVERY (1982)
 ES0279
 ES0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0279'NOT RECOVERED.
 ES0279
 ES0279                          STATION RECOVERY (2008)
 ES0279
 ES0279'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0279'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0279'MARK. UNABLE TO LOCATE A BOULDER OF SUFFICIENT SIZE OR STABILITY IN
 ES0279'THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0269 ***********************************************************************
 ES0269  DESIGNATION -  W 20
 ES0269  PID         -  ES0269
 ES0269  STATE/COUNTY-  AZ/GILA
 ES0269  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0269
 ES0269                         *CURRENT SURVEY CONTROL
 ES0269  ___________________________________________________________________
 ES0269* NAD 83(1986)-  34 08 57.     (N)    111 21 04.     (W)     SCALED    
 ES0269* NAVD 88     -      1180.579  (meters)    3873.28   (feet)  ADJUSTED  
 ES0269  ___________________________________________________________________
 ES0269  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 ES0269  DYNAMIC HT  -        1179.034 (meters)    3868.21  (feet)  COMP
 ES0269  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 ES0269
 ES0269  VERT ORDER  -  FIRST     CLASS II
 ES0269
 ES0269.The horizontal coordinates were scaled from a topographic map and have
 ES0269.an estimated accuracy of +/- 6 seconds.
 ES0269
 ES0269.The orthometric height was determined by differential leveling
 ES0269.and adjusted in June 1991.
 ES0269
 ES0269.The geoid height was determined by GEOID03.
 ES0269
 ES0269.The dynamic height is computed by dividing the NAVD 88
 ES0269.geopotential number by the normal gravity value computed on the
 ES0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0269.degrees latitude (g = 980.6199 gals.).
 ES0269
 ES0269.The modeled gravity was interpolated from observed gravity values.
 ES0269
 ES0269;                    North         East    Units  Estimated Accuracy
 ES0269;SPC AZ E     -   349,830.      104,140.      MT  (+/- 180 meters Scaled)
 ES0269
 ES0269                          SUPERSEDED SURVEY CONTROL
 ES0269
 ES0269  NGVD 29 (??/??/92) 1179.923  (m)         3871.13   (f) ADJ UNCH    1 2
 ES0269
 ES0269.Superseded values are not recommended for survey control.
 ES0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0269.See file dsdata.txt to determine how the superseded data were derived.
 ES0269
 ES0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC676787(NAD 83)
 ES0269_MARKER: DB = BENCH MARK DISK
 ES0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0269_STAMPING: 3871.131 W 20 1933
 ES0269_MARK LOGO: CGS   
 ES0269_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0269+STABILITY: SURFACE MOTION
 ES0269
 ES0269  HISTORY     - Date     Condition        Report By
 ES0269  HISTORY     - 1933     MONUMENTED       CGS
 ES0269  HISTORY     - 1973     GOOD             USGS
 ES0269  HISTORY     - 1982     GOOD             NGS
 ES0269
 ES0269                          STATION DESCRIPTION
 ES0269
 ES0269'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ES0269'8.45 MI S FROM PAYSON.
 ES0269'7.2 MI. S. ALONG HIGHWAY FROM PAYSON POST OFFICE.  PAYSON POST OFFICE,
 ES0269'0.6 MILE EAST ON MAIN ST., THENCE 7.65 MILES SOUTH ON HIGHWAY 87 TO
 ES0269'DIM TRACK ROAD LEADING OFF TO THE RIGHT, THENCE 0.2 MILES ON TRACK
 ES0269'ROAD, ON THE WEST SIDE OF THE ROAD ON EAST SLOPE OF HILL, 50 FEET WEST
 ES0269'OF CENTERLINE OF THE ROAD, ONE FOOT EAST OF METAL WITNESS POST. A
 ES0269'STANDARD DISK, STAMPED 3871.131 W 20 1933, SET IN THE TOP OF A
 ES0269'CONCRETE POST PROJECTING 7 INCHES ABOVE THE GROUND.
 ES0269
 ES0269                          STATION RECOVERY (1982)
 ES0269
 ES0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0269'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0269'12.6 KM (7.8 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0269'PAYSON, AT MILEPOST 244, NEAR THE TOP OF THE EAST SLOPE OF A HILL,
 ES0269'52.0 METERS (171 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES,
 ES0269'23.0 METERS (76 FT) EAST OF THE RIGHT OF WAY FENCE, 32.0 METERS (105
 ES0269'FT) SOUTHEAST FROM THE TOP OF THE HILL.
 ES0269'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 ES0269'THE MARK IS 7.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0277 ***********************************************************************
 ES0277  DESIGNATION -  W 21
 ES0277  PID         -  ES0277
 ES0277  STATE/COUNTY-  AZ/GILA
 ES0277  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0277
 ES0277                         *CURRENT SURVEY CONTROL
 ES0277  ___________________________________________________________________
 ES0277* NAD 83(1986)-  34 10 21.     (N)    111 20 37.     (W)     SCALED    
 ES0277* NAVD 88     -      1430.833  (meters)    4694.32   (feet)  ADJUSTED  
 ES0277  ___________________________________________________________________
 ES0277  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 ES0277  DYNAMIC HT  -        1428.922 (meters)    4688.05  (feet)  COMP
 ES0277  MODELED GRAV-     979,249.5   (mgal)                       NAVD 88
 ES0277
 ES0277  VERT ORDER  -  FIRST     CLASS II
 ES0277
 ES0277.The horizontal coordinates were scaled from a topographic map and have
 ES0277.an estimated accuracy of +/- 6 seconds.
 ES0277
 ES0277.The orthometric height was determined by differential leveling
 ES0277.and adjusted in June 1991.
 ES0277
 ES0277.The geoid height was determined by GEOID03.
 ES0277
 ES0277.The dynamic height is computed by dividing the NAVD 88
 ES0277.geopotential number by the normal gravity value computed on the
 ES0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0277.degrees latitude (g = 980.6199 gals.).
 ES0277
 ES0277.The modeled gravity was interpolated from observed gravity values.
 ES0277
 ES0277;                    North         East    Units  Estimated Accuracy
 ES0277;SPC AZ E     -   352,410.      104,860.      MT  (+/- 180 meters Scaled)
 ES0277
 ES0277                          SUPERSEDED SURVEY CONTROL
 ES0277
 ES0277  NGVD 29 (??/??/92) 1430.150  (m)         4692.08   (f) ADJ UNCH    1 2
 ES0277
 ES0277.Superseded values are not recommended for survey control.
 ES0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0277.See file dsdata.txt to determine how the superseded data were derived.
 ES0277
 ES0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC683813(NAD 83)
 ES0277_MARKER: DD = SURVEY DISK
 ES0277_SETTING: 66 = SET IN ROCK OUTCROP
 ES0277_SP_SET: GRANITE LEDGE
 ES0277_MARK LOGO: USGS  
 ES0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0277+STABILITY: POSITION/ELEVATION WELL
 ES0277
 ES0277  HISTORY     - Date     Condition        Report By
 ES0277  HISTORY     - UNK      MONUMENTED       USGS
 ES0277  HISTORY     - 1933     GOOD             NGS
 ES0277  HISTORY     - 1982     GOOD             NGS
 ES0277  HISTORY     - 20080307 GOOD             GEOCAC
 ES0277
 ES0277                          STATION DESCRIPTION
 ES0277
 ES0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0277'4.9 MI S FROM PAYSON.
 ES0277'AT SIDE OF HIGHWAY, OPPOSITE OX BOW HILL GRADE SUMMIT, 0.25 MILES WEST
 ES0277'OF OX BOW SERVICE STATION, 100 FEET NORTHWEST OF HIGHWAY CENTER-LINE,
 ES0277'ON LEDGE OF GRANITE.
 ES0277
 ES0277                          STATION RECOVERY (1982)
 ES0277
 ES0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0277'RECOVERED IN GOOD CONDITION. EXCEPT DUE TO LOCATION WILL BE OMITTED.
 ES0277
 ES0277                          STATION RECOVERY (2008)
 ES0277
 ES0277'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0277'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0277'THE DESCRIPTION - THE DISK IS SET IN THE TOP OF A 3 FOOT BY 4 FOOT BY
 ES0277'1.5 FOOT HIGH BOULDER, 36 FEET NORTH OF THE CENTERLINE OF A TRACK
 ES0277'ROAD. STAMPING IS  4692.084 W21 1929. HANDHELD COORDINATES
 ES0277'34 10 22.3 (N)   111 20 37.5 (W)  (NAD 83).
 ES0277' 
 ES0277'UPDATED TO REACH FOLLOWS - FROM THE OLD PAYSON ROAD EXIT OFF OF
 ES0277'ARIZONA STATE HIGHWAY 87, TAKE OLD PAYSON ROAD SOUTH (FS 537) FOR 0.4
 ES0277'MILES TO A TRACK ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON THE
 ES0277'TRACK ROAD FOR 100 FEET TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0459 ***********************************************************************
 DU0459  DESIGNATION -  W 21
 DU0459  PID         -  DU0459
 DU0459  STATE/COUNTY-  AZ/MARICOPA
 DU0459  USGS QUAD   -  GOLDFIELD (1981)
 DU0459
 DU0459                         *CURRENT SURVEY CONTROL
 DU0459  ___________________________________________________________________
 DU0459* NAD 83(1986)-  33 29 00.     (N)    111 28 14.     (W)     SCALED    
 DU0459* NAVD 88     -       658.575  (meters)    2160.67   (feet)  ADJUSTED  
 DU0459  ___________________________________________________________________
 DU0459  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DU0459  DYNAMIC HT  -         657.752 (meters)    2157.97  (feet)  COMP
 DU0459  MODELED GRAV-     979,366.6   (mgal)                       NAVD 88
 DU0459
 DU0459  VERT ORDER  -  FIRST     CLASS II
 DU0459
 DU0459.The horizontal coordinates were scaled from a topographic map and have
 DU0459.an estimated accuracy of +/- 6 seconds.
 DU0459
 DU0459.The orthometric height was determined by differential leveling
 DU0459.and adjusted in June 1991.
 DU0459
 DU0459.The geoid height was determined by GEOID03.
 DU0459
 DU0459.The dynamic height is computed by dividing the NAVD 88
 DU0459.geopotential number by the normal gravity value computed on the
 DU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0459.degrees latitude (g = 980.6199 gals.).
 DU0459
 DU0459.The modeled gravity was interpolated from observed gravity values.
 DU0459
 DU0459;                    North         East    Units  Estimated Accuracy
 DU0459;SPC AZ C     -   275,440.      254,820.      MT  (+/- 180 meters Scaled)
 DU0459
 DU0459                          SUPERSEDED SURVEY CONTROL
 DU0459
 DU0459  NGVD 29 (??/??/92)  657.958  (m)         2158.65   (f) ADJ UNCH    1 2
 DU0459
 DU0459.Superseded values are not recommended for survey control.
 DU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0459.See file dsdata.txt to determine how the superseded data were derived.
 DU0459
 DU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC562049(NAD 83)
 DU0459_MARKER: DB = BENCH MARK DISK
 DU0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0459_STAMPING: W 21 1933
 DU0459_PROJECTION: PROJECTING 10 CENTIMETERS
 DU0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0459+STABILITY: SURFACE MOTION
 DU0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0459+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DU0459
 DU0459  HISTORY     - Date     Condition        Report By
 DU0459  HISTORY     - 1933     MONUMENTED       CGS
 DU0459  HISTORY     - 1948     GOOD             NGS
 DU0459  HISTORY     - 1980     GOOD             NGS
 DU0459  HISTORY     - 20031025 GOOD             USPSQD
 DU0459  HISTORY     - 20050218 GOOD             USPSQD
 DU0459  HISTORY     - 20070512 GOOD             GEOCAC
 DU0459  HISTORY     - 20081022 GOOD             GEOCAC
 DU0459
 DU0459                          STATION DESCRIPTION
 DU0459
 DU0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0459'6.6 MI NE FROM APACHE JUNCTION.
 DU0459'ABOUT 6.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0459'JUNCTION, ABOUT 1.0 MILE SOUTHWEST OF GOVERMENT WELL, 47.5 FEET
 DU0459'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTHEAST OF A
 DU0459'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DU0459'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DU0459
 DU0459                          STATION RECOVERY (1980)
 DU0459
 DU0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0459'10.8 KM (6.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0459'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, 1.6 KM (1.0 MI) SOUTH OF
 DU0459'THE GOVERNMENT WELL, 0.7 KM (0.45 MI) SOUTH OF HIGHWAY MILEPOST 203,
 DU0459'AT AN ISLAND FORMED BY TWO FORKS OF A DIRT ROAD LEADING
 DU0459'NORTHWEST, 14.5 METERS (47.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 DU0459'HIGHWAY, 9.2 METERS (30.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DU0459'DIRT ROAD, 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 DU0459'NORTH FORK OF THE ROAD.
 DU0459'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DU0459'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU0459
 DU0459                          STATION RECOVERY (2003)
 DU0459
 DU0459'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0459'RECOVERED IN GOOD SHAPE
 DU0459
 DU0459                          STATION RECOVERY (2005)
 DU0459
 DU0459'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 DU0459'RECOVERED AS DESCRIBED
 DU0459
 DU0459                          STATION RECOVERY (2007)
 DU0459
 DU0459'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0459'RECOVERED IN GOOD CONDITION.
 DU0459
 DU0459                          STATION RECOVERY (2008)
 DU0459
 DU0459'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0459'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU0459'OF N 33 28.998' W 111 28.255'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0275 ***********************************************************************
 ES0275  DESIGNATION -  W 22
 ES0275  PID         -  ES0275
 ES0275  STATE/COUNTY-  AZ/GILA
 ES0275  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0275
 ES0275                         *CURRENT SURVEY CONTROL
 ES0275  ___________________________________________________________________
 ES0275* NAD 83(1986)-  34 09 05.     (N)    111 21 00.     (W)     SCALED    
 ES0275* NAVD 88     -      1182.283  (meters)    3878.87   (feet)  ADJUSTED  
 ES0275  ___________________________________________________________________
 ES0275  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 ES0275  DYNAMIC HT  -        1180.732 (meters)    3873.78  (feet)  COMP
 ES0275  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 ES0275
 ES0275  VERT ORDER  -  FIRST     CLASS II
 ES0275
 ES0275.The horizontal coordinates were scaled from a topographic map and have
 ES0275.an estimated accuracy of +/- 6 seconds.
 ES0275
 ES0275.The orthometric height was determined by differential leveling
 ES0275.and adjusted in June 1991.
 ES0275
 ES0275.The geoid height was determined by GEOID03.
 ES0275
 ES0275.The dynamic height is computed by dividing the NAVD 88
 ES0275.geopotential number by the normal gravity value computed on the
 ES0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0275.degrees latitude (g = 980.6199 gals.).
 ES0275
 ES0275.The modeled gravity was interpolated from observed gravity values.
 ES0275
 ES0275;                    North         East    Units  Estimated Accuracy
 ES0275;SPC AZ E     -   350,080.      104,240.      MT  (+/- 180 meters Scaled)
 ES0275
 ES0275                          SUPERSEDED SURVEY CONTROL
 ES0275
 ES0275  NGVD 29 (??/??/92) 1181.623  (m)         3876.71   (f) ADJ UNCH    1 2
 ES0275
 ES0275.Superseded values are not recommended for survey control.
 ES0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0275.See file dsdata.txt to determine how the superseded data were derived.
 ES0275
 ES0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC677789(NAD 83)
 ES0275_MARKER: DD = SURVEY DISK
 ES0275_SETTING: 66 = SET IN ROCK OUTCROP
 ES0275_SP_SET: ROCK LEDGE
 ES0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0275+STABILITY: POSITION/ELEVATION WELL
 ES0275
 ES0275  HISTORY     - Date     Condition        Report By
 ES0275  HISTORY     - UNK      MONUMENTED       USGS
 ES0275  HISTORY     - 1933     GOOD             NGS
 ES0275  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0275
 ES0275                          STATION DESCRIPTION
 ES0275
 ES0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0275'7.0 MI S FROM PAYSON.
 ES0275'AT SIDE OF HIGHWAY, 2.5 MILES NORTH OF RYE CREEK STORE AND POST
 ES0275'OFFICE, 0.9 MILES SOUTH OF T-JUNCTION OF ROAD TO OX BOW MINE, OPPOSITE
 ES0275'FLAT TURNOUT, 30 FEET SOUTHEAST OF HIGHWAY CENTER-LINE, TOP OF LEDGE
 ES0275'ROCK FLUSH WITH GROUND.
 ES0275
 ES0275                          STATION RECOVERY (1982)
 ES0275
 ES0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0275'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0272 ***********************************************************************
 ES0272  DESIGNATION -  W 23
 ES0272  PID         -  ES0272
 ES0272  STATE/COUNTY-  AZ/GILA
 ES0272  USGS QUAD   -  GISELA (1972)
 ES0272
 ES0272                         *CURRENT SURVEY CONTROL
 ES0272  ___________________________________________________________________
 ES0272* NAD 83(1986)-  34 06 14.     (N)    111 21 10.     (W)     SCALED    
 ES0272* NAVD 88     -       955.184  (meters)    3133.80   (feet)  ADJUSTED  
 ES0272  ___________________________________________________________________
 ES0272  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 ES0272  DYNAMIC HT  -         953.953 (meters)    3129.76  (feet)  COMP
 ES0272  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 ES0272
 ES0272  VERT ORDER  -  FIRST     CLASS II
 ES0272
 ES0272.The horizontal coordinates were scaled from a topographic map and have
 ES0272.an estimated accuracy of +/- 6 seconds.
 ES0272
 ES0272.The orthometric height was determined by differential leveling
 ES0272.and adjusted in June 1991.
 ES0272
 ES0272.The geoid height was determined by GEOID03.
 ES0272
 ES0272.The dynamic height is computed by dividing the NAVD 88
 ES0272.geopotential number by the normal gravity value computed on the
 ES0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0272.degrees latitude (g = 980.6199 gals.).
 ES0272
 ES0272.The modeled gravity was interpolated from observed gravity values.
 ES0272
 ES0272;                    North         East    Units  Estimated Accuracy
 ES0272;SPC AZ E     -   344,810.      103,920.      MT  (+/- 180 meters Scaled)
 ES0272
 ES0272                          SUPERSEDED SURVEY CONTROL
 ES0272
 ES0272  NGVD 29 (??/??/92)  954.552  (m)         3131.73   (f) ADJ UNCH    1 2
 ES0272
 ES0272.Superseded values are not recommended for survey control.
 ES0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0272.See file dsdata.txt to determine how the superseded data were derived.
 ES0272
 ES0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC674737(NAD 83)
 ES0272_MARKER: DD = SURVEY DISK
 ES0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0272_SP_SET: CULVERT
 ES0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0272
 ES0272  HISTORY     - Date     Condition        Report By
 ES0272  HISTORY     - UNK      MONUMENTED       USGS
 ES0272  HISTORY     - 1933     GOOD             NGS
 ES0272  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0272  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0272
 ES0272                          STATION DESCRIPTION
 ES0272
 ES0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0272'10.4 MI S FROM PAYSON.
 ES0272'AT SIDE OF HIGHWAY, 0.9 MILES SOUTH OF RYE CREEK STORE, 800 FEET SOUTH
 ES0272'OF J. MCCORMACK RANCH, ON SOUTHEASTERLY CONCRETE WINGWALL OF HIGHWAY
 ES0272'CULVERT, 15 FEET EAST OF HIGHWAY CENTER-LINE.
 ES0272
 ES0272                          STATION RECOVERY (1982)
 ES0272
 ES0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0272'NOT RECOVERED. OLD BRIDGE IS GONE.
 ES0272
 ES0272                          STATION RECOVERY (2008)
 ES0272
 ES0272'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0272'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0272'MARK. UNABLE TO LOCATE A 1930S ERA BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0962 ***********************************************************************
 DV0962  DESIGNATION -  W 24
 DV0962  PID         -  DV0962
 DV0962  STATE/COUNTY-  AZ/YAVAPAI
 DV0962  USGS QUAD   -  OUTLAW HILL (1990)
 DV0962
 DV0962                         *CURRENT SURVEY CONTROL
 DV0962  ___________________________________________________________________
 DV0962* NAD 83(1986)-  33 59 46.     (N)    112 56 07.     (W)     SCALED    
 DV0962* NAVD 88     -       744.79   (+/-2cm)    2443.5    (feet)  VERTCON   
 DV0962  ___________________________________________________________________
 DV0962  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DV0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0962
 DV0962.The horizontal coordinates were scaled from a topographic map and have
 DV0962.an estimated accuracy of +/- 6 seconds.
 DV0962
 DV0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0962.The vertical order pertains to the NGVD 29 superseded value.
 DV0962
 DV0962.The geoid height was determined by GEOID03.
 DV0962
 DV0962;                    North         East    Units  Estimated Accuracy
 DV0962;SPC AZ C     -   332,690.      119,260.      MT  (+/- 180 meters Scaled)
 DV0962
 DV0962                          SUPERSEDED SURVEY CONTROL
 DV0962
 DV0962  NGVD 29 (??/??/92)  744.097  (m)         2441.26   (f) ADJ UNCH    2 0
 DV0962
 DV0962.Superseded values are not recommended for survey control.
 DV0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0962.See file dsdata.txt to determine how the superseded data were derived.
 DV0962
 DV0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC212634(NAD 83)
 DV0962_MARKER: DB = BENCH MARK DISK
 DV0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0962_STAMPING: W 24 1933
 DV0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0962+STABILITY: SURFACE MOTION
 DV0962
 DV0962  HISTORY     - Date     Condition        Report By
 DV0962  HISTORY     - 1933     MONUMENTED       CGS
 DV0962  HISTORY     - 1934     GOOD             NGS
 DV0962  HISTORY     - 19860319 MARK NOT FOUND   USGS
 DV0962
 DV0962                          STATION DESCRIPTION
 DV0962
 DV0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0962'7.9 MI W FROM MATTHIE.
 DV0962'7.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0962'MATTHIE JUNCTION, YAVAPAI COUNTY, 1.8 MILES WEST OF THE SIDING AT
 DV0962'DIVIDE, 12 FEET NORTH OF MILEPOST 8, AND 66 FEET NORTH OF THE
 DV0962'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED W 24 1933 AND SET
 DV0962'IN THE TOP OF A CONCRETE POST.
 DV0962
 DV0962                          STATION RECOVERY (1986)
 DV0962
 DV0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JRM)
 DV0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0623 ***********************************************************************
 ES0623  DESIGNATION -  W 24
 ES0623  PID         -  ES0623
 ES0623  STATE/COUNTY-  AZ/GILA
 ES0623  USGS QUAD   -  GISELA (1972)
 ES0623
 ES0623                         *CURRENT SURVEY CONTROL
 ES0623  ___________________________________________________________________
 ES0623* NAD 83(1986)-  34 04 23.     (N)    111 19 47.     (W)     SCALED    
 ES0623* NAVD 88     -       893.761  (meters)    2932.28   (feet)  ADJUSTED  
 ES0623  ___________________________________________________________________
 ES0623  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ES0623  DYNAMIC HT  -         892.608 (meters)    2928.50  (feet)  COMP
 ES0623  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 ES0623
 ES0623  VERT ORDER  -  FIRST     CLASS II
 ES0623
 ES0623.The horizontal coordinates were scaled from a topographic map and have
 ES0623.an estimated accuracy of +/- 6 seconds.
 ES0623
 ES0623.The orthometric height was determined by differential leveling
 ES0623.and adjusted in June 1991.
 ES0623
 ES0623.The geoid height was determined by GEOID03.
 ES0623
 ES0623.The dynamic height is computed by dividing the NAVD 88
 ES0623.geopotential number by the normal gravity value computed on the
 ES0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0623.degrees latitude (g = 980.6199 gals.).
 ES0623
 ES0623.The modeled gravity was interpolated from observed gravity values.
 ES0623
 ES0623;                    North         East    Units  Estimated Accuracy
 ES0623;SPC AZ E     -   341,370.      106,010.      MT  (+/- 180 meters Scaled)
 ES0623
 ES0623                          SUPERSEDED SURVEY CONTROL
 ES0623
 ES0623  NGVD 29 (??/??/92)  893.128  (m)         2930.20   (f) ADJ UNCH    1 2
 ES0623
 ES0623.Superseded values are not recommended for survey control.
 ES0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0623.See file dsdata.txt to determine how the superseded data were derived.
 ES0623
 ES0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC695703(NAD 83)
 ES0623_MARKER: DB = BENCH MARK DISK
 ES0623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES0623_SP_SET: WINGWALL
 ES0623_STAMPING: W 24 1929 2930.204
 ES0623_MARK LOGO: USGS  
 ES0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0623+STABILITY: SURFACE MOTION
 ES0623
 ES0623  HISTORY     - Date     Condition        Report By
 ES0623  HISTORY     - 1929     MONUMENTED       USGS
 ES0623  HISTORY     - 19821001 GOOD             NGS
 ES0623  HISTORY     - 20080307 MARK NOT FOUND   GEOCAC
 ES0623
 ES0623                          STATION DESCRIPTION
 ES0623
 ES0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0623'19.5 KM (12.10 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0623'PAYSON, THENCE 0.3 KM (0.20 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0623'GISELA, THENCE 2.7 KM (1.65 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN
 ES0623'TOP OF THE NORTH END OF THE NORTHEAST WINGWALL OF A SMALL ABANDONED
 ES0623'BRIDGE, 0.8 KM (0.50 MI) NORTHWEST OF A POWER LINE CROSSING, 5.8 M
 ES0623'(19.0 FT) SOUTHWEST OF THE ROAD CENTER, 0.3 M (1.0 FT) SOUTH OF THE
 ES0623'NORTH END OF THE WINGWALL.  1.0 M (3.3 FT) ABOVE THE ROAD.
 ES0623
 ES0623                          STATION RECOVERY (2008)
 ES0623
 ES0623'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0623'DID NOT FIND THE MARK. AT THE DESCRIBED LOCATION FOUND THE RUINS OF
 ES0623'THE BRIDGE, BUT DID NOT FIND A DISK IN THE NORTHERN MOST CONCRETE
 ES0623'WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0266 ***********************************************************************
 ES0266  DESIGNATION -  W 25
 ES0266  PID         -  ES0266
 ES0266  STATE/COUNTY-  AZ/GILA
 ES0266  USGS QUAD   -  GISELA (1972)
 ES0266
 ES0266                         *CURRENT SURVEY CONTROL
 ES0266  ___________________________________________________________________
 ES0266* NAD 83(1986)-  34 02 21.     (N)    111 18 01.     (W)     SCALED    
 ES0266* NAVD 88     -       849.221  (meters)    2786.15   (feet)  ADJUSTED  
 ES0266  ___________________________________________________________________
 ES0266  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 ES0266  DYNAMIC HT  -         848.142 (meters)    2782.61  (feet)  COMP
 ES0266  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 ES0266
 ES0266  VERT ORDER  -  FIRST     CLASS II
 ES0266
 ES0266.The horizontal coordinates were scaled from a topographic map and have
 ES0266.an estimated accuracy of +/- 6 seconds.
 ES0266
 ES0266.The orthometric height was determined by differential leveling
 ES0266.and adjusted in June 1991.
 ES0266.WARNING-Repeat measurements at this control monument indicate possible
 ES0266.vertical movement.
 ES0266
 ES0266.The geoid height was determined by GEOID03.
 ES0266
 ES0266.The dynamic height is computed by dividing the NAVD 88
 ES0266.geopotential number by the normal gravity value computed on the
 ES0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0266.degrees latitude (g = 980.6199 gals.).
 ES0266
 ES0266.The modeled gravity was interpolated from observed gravity values.
 ES0266
 ES0266;                    North         East    Units  Estimated Accuracy
 ES0266;SPC AZ E     -   337,580.      108,690.      MT  (+/- 180 meters Scaled)
 ES0266
 ES0266                          SUPERSEDED SURVEY CONTROL
 ES0266
 ES0266  NGVD 29 (??/??/92)  848.615  (m)         2784.16   (f) ADJ UNCH    1 2
 ES0266
 ES0266.Superseded values are not recommended for survey control.
 ES0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0266.See file dsdata.txt to determine how the superseded data were derived.
 ES0266
 ES0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC722665(NAD 83)
 ES0266_MARKER: DD = SURVEY DISK
 ES0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0266_SP_SET: RETAINING WALL
 ES0266_STAMPING: 2784.164 W 25 1929
 ES0266_MARK LOGO: USGS  
 ES0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0266
 ES0266  HISTORY     - Date     Condition        Report By
 ES0266  HISTORY     - 1929     MONUMENTED       USGS
 ES0266  HISTORY     - 1933     GOOD             NGS
 ES0266  HISTORY     - 1982     GOOD             NGS
 ES0266  HISTORY     - 20080307 POOR             GEOCAC
 ES0266
 ES0266                          STATION DESCRIPTION
 ES0266
 ES0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0266'16.4 MI S FROM PAYSON.
 ES0266'16.4 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0266'OFFICE AT PAYSON, GILA COUNTY, 2.9 MILES NORTH OF THE FELTON SERVICE
 ES0266'STATION, AT A STEEL BRIDGE OVER RYE CREEK, IN THE CENTER OF THE TOP OF
 ES0266'THE NORTHEAST CONCRETE RETAINING WALL, AND ABOUT 1 FOOT ABOVE THE
 ES0266'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 ES0266
 ES0266                          STATION RECOVERY (1982)
 ES0266
 ES0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0266'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0266'19.5 KM (12.1 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0266'PAYSON, THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD LEADING TO
 ES0266'GISELA, THENCE 7.6 KM (4.7 MI) SOUTHEAST ALONG RYE CREEK ROAD, IN THE
 ES0266'TOP CENTER OF THE EAST CONCRETE WINGWALL AT THE NORTH END OF THE STEEL
 ES0266'BRIDGE OVER RYE CREEK, 0.2 KM (0.1 MI) SOUTHEAST OF THE Y JUNCTION OF
 ES0266'A DIRT ROAD LEADING EAST TO THE 76 RANCH, 4.6 METERS (15 FT) EAST OF
 ES0266'THE ROAD CENTERLINE, 44.8 METERS (147 FT) NORTH OF BM F 497, 5.8
 ES0266'METERS (19 FT) NORTH OF THE NORTH END OF THE EAST STEEL GUARD RAIL,
 ES0266'3.0 METERS (10 FT) SOUTH OF THE NORTH END OF THE WINGWALL.
 ES0266'THE MARK IS 0.3 M ABOVE THE ROAD.
 ES0266
 ES0266                          STATION RECOVERY (2008)
 ES0266
 ES0266'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0266'RECOVERED IN POOR CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0266'THE DESCRIPTION - THE DISK IS NO LONGER MONUMENTED ON THE RETAINING
 ES0266'WALL, ONLY THE IMPRESSION OF THE DISK REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0391 ***********************************************************************
 ET0391  DESIGNATION -  W 25
 ET0391  PID         -  ET0391
 ET0391  STATE/COUNTY-  AZ/YAVAPAI
 ET0391  USGS QUAD   -  CONGRESS (1969)
 ET0391
 ET0391                         *CURRENT SURVEY CONTROL
 ET0391  ___________________________________________________________________
 ET0391* NAD 83(1986)-  34 09 39.     (N)    112 50 48.     (W)     SCALED    
 ET0391* NAVD 88     -       925.932  (meters)    3037.83   (feet)  POSTED    
 ET0391  ___________________________________________________________________
 ET0391  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 ET0391  DYNAMIC HT  -         924.780 (meters)    3034.05  (feet)  COMP
 ET0391  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 ET0391
 ET0391  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0391
 ET0391.The horizontal coordinates were scaled from a topographic map and have
 ET0391.an estimated accuracy of +/- 6 seconds.
 ET0391
 ET0391.The orthometric height was determined by differential leveling
 ET0391.and adjusted in November 2005.
 ET0391.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0391.rate of 1.1 thru 2.0 mm/km.
 ET0391
 ET0391.The geoid height was determined by GEOID03.
 ET0391
 ET0391.The dynamic height is computed by dividing the NAVD 88
 ET0391.geopotential number by the normal gravity value computed on the
 ET0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0391.degrees latitude (g = 980.6199 gals.).
 ET0391
 ET0391.The modeled gravity was interpolated from observed gravity values.
 ET0391
 ET0391;                    North         East    Units  Estimated Accuracy
 ET0391;SPC AZ C     -   350,880.      127,610.      MT  (+/- 180 meters Scaled)
 ET0391
 ET0391                          SUPERSEDED SURVEY CONTROL
 ET0391
 ET0391  NGVD 29 (??/??/92)  925.263  (m)         3035.63   (f) ADJ UNCH    2 0
 ET0391
 ET0391.Superseded values are not recommended for survey control.
 ET0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0391.See file dsdata.txt to determine how the superseded data were derived.
 ET0391
 ET0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC297815(NAD 83)
 ET0391_MARKER: DB = BENCH MARK DISK
 ET0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0391_STAMPING: W 25 1933
 ET0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0391+STABILITY: SURFACE MOTION
 ET0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0391+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 ET0391
 ET0391  HISTORY     - Date     Condition        Report By
 ET0391  HISTORY     - 1933     MONUMENTED       CGS
 ET0391  HISTORY     - 20071005 GOOD             GEOCAC
 ET0391  HISTORY     - 20080526 GOOD             GEOCAC
 ET0391
 ET0391                          STATION DESCRIPTION
 ET0391
 ET0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0391'IN CONGRESS JUNCTION.
 ET0391'CONCRETE POST, IN SOUTHEAST CORNER OF PUBLIC SCHOOL YARD, 0.2 MILES
 ET0391'NORTHWEST OF DEPOT, 500 FEET WEST OF RAILROAD.
 ET0391
 ET0391                          STATION RECOVERY (2007)
 ET0391
 ET0391'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 ET0391'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0391'THE DESCRIPTION   THE SCHOOL IS NOW THE CONGRESS COMMUNITY CENTER AND
 ET0391'THE CONGRESS LIBRARY IS ALSO LOCATED ON THE PROPERTY, THE MARK IS 2
 ET0391'FEET SOUTHEAST OF A WITNESS POST AND 9 INCHES NORTH OF A CORRUGATED
 ET0391'METAL FENCE. HANDHELD COORDINATES
 ET0391'34 09 39.4 (N)   112 50 48.3 (W)  (NAD 83).
 ET0391
 ET0391                          STATION RECOVERY (2008)
 ET0391
 ET0391'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0391'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE MARK IS ABOUT 330 FEET
 ET0391'WEST OF THE CURRENT RAILROAD CENTERLINE, NOT 500 FEET. GPS (HH2)
 ET0391'CO-ORDINATES N34 09.658' W112 50.808'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0382 ***********************************************************************
 FS0382  DESIGNATION -  W 253
 FS0382  PID         -  FS0382
 FS0382  STATE/COUNTY-  AZ/MOHAVE
 FS0382  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0382
 FS0382                         *CURRENT SURVEY CONTROL
 FS0382  ___________________________________________________________________
 FS0382* NAD 83(1986)-  35 58 53.     (N)    114 28 56.     (W)     SCALED    
 FS0382* NAVD 88     -       458.674  (meters)    1504.83   (feet)  POSTED    
 FS0382  ___________________________________________________________________
 FS0382  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0382  DYNAMIC HT  -         458.220 (meters)    1503.34  (feet)  COMP
 FS0382  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 FS0382
 FS0382  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0382
 FS0382.The horizontal coordinates were scaled from a topographic map and have
 FS0382.an estimated accuracy of +/- 6 seconds.
 FS0382
 FS0382.The orthometric height was determined by differential leveling
 FS0382.and adjusted by the  in 1992.
 FS0382.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0382.rate of 1.1 thru 2.0 mm/km.
 FS0382
 FS0382.The geoid height was determined by GEOID03.
 FS0382
 FS0382.The dynamic height is computed by dividing the NAVD 88
 FS0382.geopotential number by the normal gravity value computed on the
 FS0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0382.degrees latitude (g = 980.6199 gals.).
 FS0382
 FS0382.The modeled gravity was interpolated from observed gravity values.
 FS0382
 FS0382;                    North         East    Units  Estimated Accuracy
 FS0382;SPC AZ W     -   552,710.      147,330.      MT  (+/- 180 meters Scaled)
 FS0382
 FS0382                          SUPERSEDED SURVEY CONTROL
 FS0382
 FS0382  NGVD 29 (??/??/92)  457.952  (m)         1502.46   (f) ADJ UNCH    1 1
 FS0382
 FS0382.Superseded values are not recommended for survey control.
 FS0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0382.See file dsdata.txt to determine how the superseded data were derived.
 FS0382
 FS0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV269848(NAD 83)
 FS0382_MARKER: DB = BENCH MARK DISK
 FS0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0382_STAMPING: W 253 1941
 FS0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0382+STABILITY: SURFACE MOTION
 FS0382
 FS0382  HISTORY     - Date     Condition        Report By
 FS0382  HISTORY     - 1941     MONUMENTED       CGS
 FS0382  HISTORY     - 1950     GOOD             NGS
 FS0382  HISTORY     - 1963     GOOD             NGS
 FS0382
 FS0382                          STATION DESCRIPTION
 FS0382
 FS0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0382'6 MI S FROM MOUTH OF DETRITAL WASH.
 FS0382'6.0 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0382'MEAD, ABOUT 53 YARDS WEST OF THE WEST EDGE OF DETRITAL WASH, AT
 FS0382'THE EAST END OF A RIDGE BETWEEN TWO WASHES ENTERING DETRITAL
 FS0382'WASH FROM THE WEST, 27 FEET SOUTH OF THE SOUTH EDGE OF THE NORTH
 FS0382'WASH, 27 FEET NORTH OF THE NORTH EDGE OF THE SOUTH WASH, 2.4
 FS0382'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FS0382'POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FS0382
 FS0382                          STATION RECOVERY (1963)
 FS0382
 FS0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0483 ***********************************************************************
 FS0483  DESIGNATION -  W 254
 FS0483  PID         -  FS0483
 FS0483  STATE/COUNTY-  AZ/MOHAVE
 FS0483  USGS QUAD   -  MT TIPTON NW (1980)
 FS0483
 FS0483                         *CURRENT SURVEY CONTROL
 FS0483  ___________________________________________________________________
 FS0483* NAD 83(1986)-  35 43 54.     (N)    114 09 30.     (W)     SCALED    
 FS0483* NAVD 88     -       956.236  (meters)    3137.25   (feet)  POSTED    
 FS0483  ___________________________________________________________________
 FS0483  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FS0483  DYNAMIC HT  -         955.160 (meters)    3133.72  (feet)  COMP
 FS0483  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 FS0483
 FS0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0483
 FS0483.The horizontal coordinates were scaled from a topographic map and have
 FS0483.an estimated accuracy of +/- 6 seconds.
 FS0483
 FS0483.The orthometric height was determined by differential leveling
 FS0483.and adjusted by the  in 1992.
 FS0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0483.rate of 0.0 thru 1.0 mm/km.
 FS0483
 FS0483.The geoid height was determined by GEOID03.
 FS0483
 FS0483.The dynamic height is computed by dividing the NAVD 88
 FS0483.geopotential number by the normal gravity value computed on the
 FS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0483.degrees latitude (g = 980.6199 gals.).
 FS0483
 FS0483.The modeled gravity was interpolated from observed gravity values.
 FS0483
 FS0483;                    North         East    Units  Estimated Accuracy
 FS0483;SPC AZ W     -   524,840.      176,420.      MT  (+/- 180 meters Scaled)
 FS0483
 FS0483                          SUPERSEDED SURVEY CONTROL
 FS0483
 FS0483  NGVD 29 (??/??/92)  955.475  (m)         3134.75   (f) ADJ UNCH    1 1
 FS0483
 FS0483.Superseded values are not recommended for survey control.
 FS0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0483.See file dsdata.txt to determine how the superseded data were derived.
 FS0483
 FS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV570579(NAD 83)
 FS0483_MARKER: DB = BENCH MARK DISK
 FS0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0483_STAMPING: W 254 1941
 FS0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0483+STABILITY: SURFACE MOTION
 FS0483
 FS0483  HISTORY     - Date     Condition        Report By
 FS0483  HISTORY     - 1941     MONUMENTED       CGS
 FS0483  HISTORY     - 1950     GOOD             NGS
 FS0483
 FS0483                          STATION DESCRIPTION
 FS0483
 FS0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0483'29.5 MI N FROM GRASSHOPPER JUNCTION.
 FS0483'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0483'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 18.5 MILES
 FS0483'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 0.1 MILE
 FS0483'SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, IN A SMALL OPENING
 FS0483'SURROUNDED BY CACTUS AND BRUSH, 45 FEET WEST OF THE CENTER LINE
 FS0483'OF THE ROAD, 3.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 FS0483'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FS0483'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0560 ***********************************************************************
 ET0560  DESIGNATION -  W 255
 ET0560  PID         -  ET0560
 ET0560  STATE/COUNTY-  AZ/YAVAPAI
 ET0560  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0560
 ET0560                         *CURRENT SURVEY CONTROL
 ET0560  ___________________________________________________________________
 ET0560* NAD 83(1986)-  34 53 40.     (N)    112 31 23.     (W)     SCALED    
 ET0560* NAVD 88     -      1338.281  (meters)    4390.68   (feet)  POSTED    
 ET0560  ___________________________________________________________________
 ET0560  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 ET0560  DYNAMIC HT  -        1336.550 (meters)    4385.00  (feet)  COMP
 ET0560  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 ET0560
 ET0560  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0560
 ET0560.The horizontal coordinates were scaled from a topographic map and have
 ET0560.an estimated accuracy of +/- 6 seconds.
 ET0560
 ET0560.The orthometric height was determined by differential leveling
 ET0560.and adjusted in November 2005.
 ET0560.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0560.rate of 0.0 thru 1.0 mm/km.
 ET0560
 ET0560.The geoid height was determined by GEOID03.
 ET0560
 ET0560.The dynamic height is computed by dividing the NAVD 88
 ET0560.geopotential number by the normal gravity value computed on the
 ET0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0560.degrees latitude (g = 980.6199 gals.).
 ET0560
 ET0560.The modeled gravity was interpolated from observed gravity values.
 ET0560
 ET0560;                    North         East    Units  Estimated Accuracy
 ET0560;SPC AZ C     -   432,030.      157,940.      MT  (+/- 180 meters Scaled)
 ET0560
 ET0560                          SUPERSEDED SURVEY CONTROL
 ET0560
 ET0560  NGVD 29 (??/??/92) 1337.515  (m)         4388.16   (f) ADJ UNCH    2 0
 ET0560
 ET0560.Superseded values are not recommended for survey control.
 ET0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0560.See file dsdata.txt to determine how the superseded data were derived.
 ET0560
 ET0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD608623(NAD 83)
 ET0560_MARKER: DB = BENCH MARK DISK
 ET0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0560_STAMPING: W 255 1941
 ET0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0560+STABILITY: SURFACE MOTION
 ET0560
 ET0560  HISTORY     - Date     Condition        Report By
 ET0560  HISTORY     - 1941     MONUMENTED       CGS
 ET0560  HISTORY     - 1974     GOOD             USGS
 ET0560
 ET0560                          STATION DESCRIPTION
 ET0560
 ET0560'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0560'0.6 MI N FROM PAULDEN.
 ET0560'FROM THE U.S. POST OFFICE AT PAULDEN GO NORTH ALONG U.S. 89 0.6 MILES
 ET0560'TO T RD WEST, TURN LEFT ON GRADED ROAD FOR 0.6 MILES TO Y-RD, TAKE
 ET0560'FORK AND FOLLOW MAIN TRAVELED ROAD ALONG NORTH SIDE OF RAILROAD TRACK
 ET0560'FOR 2.6 MILES TO X-RD, TURN LEFT THROUGH GATE AND PASS OVER GRADE
 ET0560'CROSSING FOR 0.05 MILES AND GATE ON RIGHT, PASS THROUGH GATE AND TURN
 ET0560'LEFT PASSING A LARGE TREE AND TANK ON RIGHT FOR 0.05 MILES TO BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0195 ***********************************************************************
 FR0195  DESIGNATION -  W 256
 FR0195  PID         -  FR0195
 FR0195  STATE/COUNTY-  AZ/YAVAPAI
 FR0195  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0195
 FR0195                         *CURRENT SURVEY CONTROL
 FR0195  ___________________________________________________________________
 FR0195* NAD 83(1986)-  35 19 47.     (N)    112 53 47.     (W)     SCALED    
 FR0195* NAVD 88     -      1594.009  (meters)    5229.68   (feet)  ADJUSTED  
 FR0195  ___________________________________________________________________
 FR0195  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 FR0195  DYNAMIC HT  -        1591.927 (meters)    5222.85  (feet)  COMP
 FR0195  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 FR0195
 FR0195  VERT ORDER  -  FIRST     CLASS II
 FR0195
 FR0195.The horizontal coordinates were scaled from a topographic map and have
 FR0195.an estimated accuracy of +/- 6 seconds.
 FR0195
 FR0195.The orthometric height was determined by differential leveling
 FR0195.and adjusted in June 1991.
 FR0195
 FR0195.The geoid height was determined by GEOID03.
 FR0195
 FR0195.The dynamic height is computed by dividing the NAVD 88
 FR0195.geopotential number by the normal gravity value computed on the
 FR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0195.degrees latitude (g = 980.6199 gals.).
 FR0195
 FR0195.The modeled gravity was interpolated from observed gravity values.
 FR0195
 FR0195;                    North         East    Units  Estimated Accuracy
 FR0195;SPC AZ C     -   480,590.      124,290.      MT  (+/- 180 meters Scaled)
 FR0195
 FR0195                          SUPERSEDED SURVEY CONTROL
 FR0195
 FR0195  NGVD 29 (??/??/92) 1593.141  (m)         5226.83   (f) ADJ UNCH    1 2
 FR0195
 FR0195.Superseded values are not recommended for survey control.
 FR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0195.See file dsdata.txt to determine how the superseded data were derived.
 FR0195
 FR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE276112(NAD 83)
 FR0195_MARKER: DB = BENCH MARK DISK
 FR0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0195_STAMPING: W 256 1941
 FR0195_MARK LOGO: CGS   
 FR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0195+STABILITY: SURFACE MOTION
 FR0195
 FR0195  HISTORY     - Date     Condition        Report By
 FR0195  HISTORY     - 1941     MONUMENTED       CGS
 FR0195  HISTORY     - 1968     GOOD             NGS
 FR0195  HISTORY     - 1982     GOOD             NGS
 FR0195
 FR0195                          STATION DESCRIPTION
 FR0195
 FR0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0195'1.15 MI W FROM SELIGMAN.
 FR0195'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0195'THE STATION AT SELIGMAN, 140 FEET EAST OF MILEPOST 430, IN THE TOP AND
 FR0195'0.7 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 FR0195'RAILROAD BRIDGE OVER CHINO WASH, 9.2 FEET SOUTH  OF THE SOUTH RAIL,
 FR0195'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 FR0195
 FR0195                          STATION RECOVERY (1982)
 FR0195
 FR0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1107 ***********************************************************************
 DA1107  DESIGNATION -  W 257
 DA1107  PID         -  DA1107
 DA1107  STATE/COUNTY-  AZ/YUMA
 DA1107  USGS QUAD   -  DATELAND (1982)
 DA1107
 DA1107                         *CURRENT SURVEY CONTROL
 DA1107  ___________________________________________________________________
 DA1107* NAD 83(1986)-  32 48 30.     (N)    113 31 41.     (W)     SCALED    
 DA1107* NAVD 88     -       137.43   (+/-2cm)     450.9    (feet)  VERTCON   
 DA1107  ___________________________________________________________________
 DA1107  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA1107  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1107
 DA1107.The horizontal coordinates were scaled from a topographic map and have
 DA1107.an estimated accuracy of +/- 6 seconds.
 DA1107
 DA1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1107.The vertical order pertains to the NGVD 29 superseded value.
 DA1107
 DA1107.The geoid height was determined by GEOID03.
 DA1107
 DA1107;                    North         East    Units  Estimated Accuracy
 DA1107;SPC AZ W     -   200,530.      234,150.      MT  (+/- 180 meters Scaled)
 DA1107
 DA1107                          SUPERSEDED SURVEY CONTROL
 DA1107
 DA1107  NGVD 29 (??/??/92)  136.862  (m)          449.02   (f) ADJ UNCH    1 2
 DA1107
 DA1107.Superseded values are not recommended for survey control.
 DA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1107.See file dsdata.txt to determine how the superseded data were derived.
 DA1107
 DA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB632328(NAD 83)
 DA1107_MARKER: DB = BENCH MARK DISK
 DA1107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1107_SP_SET: CONCRETE BASE
 DA1107_STAMPING: W 257
 DA1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1107
 DA1107  HISTORY     - Date     Condition        Report By
 DA1107  HISTORY     - UNK      MONUMENTED       CGS
 DA1107  HISTORY     - 1965     GOOD             USGS
 DA1107
 DA1107                          STATION DESCRIPTION
 DA1107
 DA1107'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DA1107'4.7 MI W FROM AZTEC.
 DA1107'4.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1107'WATER TANK AT AZTEC, AT DATELAND ARMY AIRFIELD, 0.1 MILE NORTH THROUGH
 DA1107'HIGHWAY UNDERPASS FROM DATELAND POST OFFICE, 0.9 MILE NORTHEAST ALONG
 DA1107'GRAVEL ROAD ON NORTHWEST SIDE OF U.S. HIGHWAY 80, 0.15 MILE
 DA1107'NORTH-NORTHWEST ALONG GRAVEL ROAD, 75 FEET SOUTH OF CONCRETE RUNWAY OF
 DA1107'FORMER DATELAND ARMY AIRFIELD, 40 FEET EAST OF CENTER LINE OF THE
 DA1107'ROAD, IN THE TOP OF THE WEST CORNER OF THE CONCRETE BASE WHICH
 DA1107'SUPPORTED THE WEST LEG OF THE FORMER CONTROL TOWER, AND 0.5 FOOT ABOVE
 DA1107'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0500 ***********************************************************************
 DV0500  DESIGNATION -  W 258
 DV0500  PID         -  DV0500
 DV0500  STATE/COUNTY-  AZ/MARICOPA
 DV0500  USGS QUAD   -  TOLLESON (1982)
 DV0500
 DV0500                         *CURRENT SURVEY CONTROL
 DV0500  ___________________________________________________________________
 DV0500* NAD 83(1986)-  33 27 12.     (N)    112 21 30.     (W)     SCALED    
 DV0500* NAVD 88     -       300.75   (+/-2cm)     986.7    (feet)  VERTCON   
 DV0500  ___________________________________________________________________
 DV0500  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV0500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0500
 DV0500.The horizontal coordinates were scaled from a topographic map and have
 DV0500.an estimated accuracy of +/- 6 seconds.
 DV0500
 DV0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0500.The vertical order pertains to the NGVD 29 superseded value.
 DV0500
 DV0500.The geoid height was determined by GEOID03.
 DV0500
 DV0500;                    North         East    Units  Estimated Accuracy
 DV0500;SPC AZ C     -   272,110.      172,300.      MT  (+/- 180 meters Scaled)
 DV0500
 DV0500                          SUPERSEDED SURVEY CONTROL
 DV0500
 DV0500  NGVD 29 (??/??/92)  300.136  (m)          984.70   (f) ADJ UNCH    2 0
 DV0500
 DV0500.Superseded values are not recommended for survey control.
 DV0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0500.See file dsdata.txt to determine how the superseded data were derived.
 DV0500
 DV0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC737023(NAD 83)
 DV0500_MARKER: DB = BENCH MARK DISK
 DV0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0500_STAMPING: W 258 1945
 DV0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0500+STABILITY: SURFACE MOTION
 DV0500
 DV0500  HISTORY     - Date     Condition        Report By
 DV0500  HISTORY     - 1945     MONUMENTED       CGS
 DV0500  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0500
 DV0500                          STATION DESCRIPTION
 DV0500
 DV0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0500'0.3 MI SW FROM LITCHFIELD.
 DV0500'0.3 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DV0500'STATION AT LITCHFIELD, MARICOPA COUNTY, THENCE 2.0 MILES NORTH ALONG A
 DV0500'COUNTY ROAD.  AT THE JUNCTION OF A SIDE ROAD LEADING EAST INTO A FIELD
 DV0500'54 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 9 FEET SOUTH OF THE
 DV0500'CENTERLINE OF THE SIDE ROAD, 6 FEET WEST OF A FENCE, IN LINE WITH AN
 DV0500'EAST-AND-WEST FENCE, AND 1.4 FEET NORTH OF A WHITE WOODEN WITNESS
 DV0500'POST.  AN IRON BENCH MARK DISK, STAMPED W 258 1945 AND SET IN THE TOP
 DV0500'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DV0500
 DV0500                          STATION RECOVERY (2007)
 DV0500
 DV0500'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0500'THE ROADS HAVE BEEN WIDENED, AND THE INTERSECTION HAS EXPANDED. THE
 DV0500'DESCRIBED LOCATION IS INSIDE THE BOUNDARIES OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0456 ***********************************************************************
 CZ0456  DESIGNATION -  W 259
 CZ0456  PID         -  CZ0456
 CZ0456  STATE/COUNTY-  AZ/PINAL
 CZ0456  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0456
 CZ0456                         *CURRENT SURVEY CONTROL
 CZ0456  ___________________________________________________________________
 CZ0456* NAD 83(1986)-  32 58 26.     (N)    111 27 35.     (W)     SCALED    
 CZ0456* NAVD 88     -       452.932  (meters)    1485.99   (feet)  ADJUSTED  
 CZ0456  ___________________________________________________________________
 CZ0456  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CZ0456  DYNAMIC HT  -         452.376 (meters)    1484.17  (feet)  COMP
 CZ0456  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 CZ0456
 CZ0456  VERT ORDER  -  FIRST     CLASS II
 CZ0456
 CZ0456.The horizontal coordinates were scaled from a topographic map and have
 CZ0456.an estimated accuracy of +/- 6 seconds.
 CZ0456
 CZ0456.The orthometric height was determined by differential leveling
 CZ0456.and adjusted in November 1993.
 CZ0456
 CZ0456.The geoid height was determined by GEOID03.
 CZ0456
 CZ0456.The dynamic height is computed by dividing the NAVD 88
 CZ0456.geopotential number by the normal gravity value computed on the
 CZ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0456.degrees latitude (g = 980.6199 gals.).
 CZ0456
 CZ0456.The modeled gravity was interpolated from observed gravity values.
 CZ0456
 CZ0456;                    North         East    Units  Estimated Accuracy
 CZ0456;SPC AZ C     -   218,950.      256,070.      MT  (+/- 180 meters Scaled)
 CZ0456
 CZ0456                          SUPERSEDED SURVEY CONTROL
 CZ0456
 CZ0456  NGVD 29 (??/??/92)  452.527  (m)         1484.67   (f) ADJ UNCH    1 2
 CZ0456
 CZ0456.Superseded values are not recommended for survey control.
 CZ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0456.See file dsdata.txt to determine how the superseded data were derived.
 CZ0456
 CZ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB570484(NAD 83)
 CZ0456_MARKER: DB = BENCH MARK DISK
 CZ0456_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ0456_SP_SET: RETAINING WALL
 CZ0456_STAMPING: W 259 1945
 CZ0456_MARK LOGO: CGS   
 CZ0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0456+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ0456
 CZ0456  HISTORY     - Date     Condition        Report By
 CZ0456  HISTORY     - 1945     MONUMENTED       CGS
 CZ0456  HISTORY     - 1949     GOOD             NGS
 CZ0456  HISTORY     - 19920104 GOOD             NGS
 CZ0456  HISTORY     - 20070401 GOOD             GEOCAC
 CZ0456
 CZ0456                          STATION DESCRIPTION
 CZ0456
 CZ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CZ0456'0.5 MI S FROM COOLIDGE.
 CZ0456'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0456'STATION AT COOLIDGE, 3.1 MILES EAST ALONG A COUNTY ROAD. AT AN
 CZ0456'IRRIGATION DITCH SPILLWAY, IN THE TOP OF THE SOUTH WALL, 1 FOOT NORTH
 CZ0456'OF THE SOUTH END, 35.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 CZ0456'13.8 FEET NORTHEAST OF POLE 7. A STANDARD DISK, STAMPED W 259 1945.
 CZ0456
 CZ0456                          STATION RECOVERY (1992)
 CZ0456
 CZ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ0456'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ0456'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ0456'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ0456'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ0456'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 2.0
 CZ0456'KM (1.25 MI) WESTERLY ALONG KENILWORTH ROAD, IN TOP OF AND 0.2 M (0.7
 CZ0456'FT) NORTH OF THE SOUTH END OF A CANAL RETAINING WALL, AND 11.3 M
 CZ0456'(37.1 FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE.
 CZ0456
 CZ0456                          STATION RECOVERY (2007)
 CZ0456
 CZ0456'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0635 ***********************************************************************
 ES0635  DESIGNATION -  W 26
 ES0635  PID         -  ES0635
 ES0635  STATE/COUNTY-  AZ/GILA
 ES0635  USGS QUAD   -  GISELA (1972)
 ES0635
 ES0635                         *CURRENT SURVEY CONTROL
 ES0635  ___________________________________________________________________
 ES0635* NAD 83(1986)-  34 00 48.     (N)    111 18 57.     (W)     SCALED    
 ES0635* NAVD 88     -       865.103  (meters)    2838.26   (feet)  ADJUSTED  
 ES0635  ___________________________________________________________________
 ES0635  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 ES0635  DYNAMIC HT  -         864.005 (meters)    2834.66  (feet)  COMP
 ES0635  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 ES0635
 ES0635  VERT ORDER  -  FIRST     CLASS II
 ES0635
 ES0635.The horizontal coordinates were scaled from a topographic map and have
 ES0635.an estimated accuracy of +/- 6 seconds.
 ES0635
 ES0635.The orthometric height was determined by differential leveling
 ES0635.and adjusted in June 1991.
 ES0635.WARNING-Repeat measurements at this control monument indicate possible
 ES0635.vertical movement.
 ES0635
 ES0635.The geoid height was determined by GEOID03.
 ES0635
 ES0635.The dynamic height is computed by dividing the NAVD 88
 ES0635.geopotential number by the normal gravity value computed on the
 ES0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0635.degrees latitude (g = 980.6199 gals.).
 ES0635
 ES0635.The modeled gravity was interpolated from observed gravity values.
 ES0635
 ES0635;                    North         East    Units  Estimated Accuracy
 ES0635;SPC AZ E     -   334,730.      107,220.      MT  (+/- 180 meters Scaled)
 ES0635
 ES0635                          SUPERSEDED SURVEY CONTROL
 ES0635
 ES0635.No superseded survey control is available for this station.
 ES0635
 ES0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC708636(NAD 83)
 ES0635_MARKER: DD = SURVEY DISK
 ES0635_SETTING: 66 = SET IN ROCK OUTCROP
 ES0635_SP_SET: ROCK OUTCROP
 ES0635_STAMPING: 2836.294 W 26 1929
 ES0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0635+STABILITY: POSITION/ELEVATION WELL
 ES0635
 ES0635  HISTORY     - Date     Condition        Report By
 ES0635  HISTORY     - 1929     MONUMENTED       USGS
 ES0635  HISTORY     - 1934     GOOD             NGS
 ES0635
 ES0635                          STATION DESCRIPTION
 ES0635
 ES0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ES0635'19.0 MI S FROM PAYSON.
 ES0635'19.0 MILES SOUTH ALONG THE HIGHWAY LEADING TO ROOSEVELT FROM THE POST
 ES0635'OFFICE AT PAYSON, GILA COUNTY, 0.3 MILE NORTH OF THE FELTON, SERVICE
 ES0635'STATION, 500 FEET SOUTH OF A WOODEN BRIDGE, 20 YARDS NORTH OF THE
 ES0635'SUMMIT OF A GRADE, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN
 ES0635'THE TOP OF A ROCK OUTCROP, AND 15 INCHES ABOVE THE GROUND.  A UNITED
 ES0635'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2836.294 W 26 1929.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0444 ***********************************************************************
 ET0444  DESIGNATION -  W 26
 ET0444  PID         -  ET0444
 ET0444  STATE/COUNTY-  AZ/YAVAPAI
 ET0444  USGS QUAD   -  SKULL VALLEY (1979)
 ET0444
 ET0444                         *CURRENT SURVEY CONTROL
 ET0444  ___________________________________________________________________
 ET0444* NAD 83(1986)-  34 32 01.     (N)    112 40 24.     (W)     SCALED    
 ET0444* NAVD 88     -      1358.406  (meters)    4456.70   (feet)  POSTED    
 ET0444  ___________________________________________________________________
 ET0444  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 ET0444  DYNAMIC HT  -        1356.600 (meters)    4450.78  (feet)  COMP
 ET0444  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 ET0444
 ET0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0444
 ET0444.The horizontal coordinates were scaled from a topographic map and have
 ET0444.an estimated accuracy of +/- 6 seconds.
 ET0444
 ET0444.The orthometric height was determined by differential leveling
 ET0444.and adjusted in November 2005.
 ET0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0444.rate of 0.0 thru 1.0 mm/km.
 ET0444
 ET0444.The geoid height was determined by GEOID03.
 ET0444
 ET0444.The dynamic height is computed by dividing the NAVD 88
 ET0444.geopotential number by the normal gravity value computed on the
 ET0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0444.degrees latitude (g = 980.6199 gals.).
 ET0444
 ET0444.The modeled gravity was interpolated from observed gravity values.
 ET0444
 ET0444;                    North         East    Units  Estimated Accuracy
 ET0444;SPC AZ C     -   392,100.      143,900.      MT  (+/- 180 meters Scaled)
 ET0444
 ET0444                          SUPERSEDED SURVEY CONTROL
 ET0444
 ET0444  NGVD 29 (??/??/92) 1357.594  (m)         4454.04   (f) ADJ UNCH    1 2
 ET0444
 ET0444.Superseded values are not recommended for survey control.
 ET0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0444.See file dsdata.txt to determine how the superseded data were derived.
 ET0444
 ET0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD464225(NAD 83)
 ET0444_MARKER: DB = BENCH MARK DISK
 ET0444_SETTING: 0 = UNSPECIFIED SETTING
 ET0444_STAMPING: W 26
 ET0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0444
 ET0444  HISTORY     - Date     Condition        Report By
 ET0444  HISTORY     - UNK      MONUMENTED       CGS
 ET0444  HISTORY     - 1974     GOOD             USGS
 ET0444
 ET0444                          STATION DESCRIPTION
 ET0444
 ET0444'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0444'2.7 MI N FROM SKULL VALLEY.
 ET0444'2.7 MI. NORTH ALONG THE AT AND SF RR FROM THE STATION AT SKULL VALLEY.
 ET0444'FROM THE PO AT SKULL VALLEY, GO 4.3 MI. NORTH ALONG THE PAVED RD.
 ET0444'TOWARD PRESCOTT TO A T-RD. EAST, GO RIGHT ON THE DIRT RD. 0.3 MI. ON
 ET0444'THE MAIN TRAVELED RD., THE RD ENTERS WASH, GO DOWN (SOUTH) WASH 0.2
 ET0444'MI. TO MAIN WASH, GO RIGHT (DOWN) MAIN WASH 0.2 MI. TO TRACK RD
 ET0444'LEAVING WASH, GO LEFT ON TRACK RD. 0.3 MI. AND RD GOES UP ON OLD RR
 ET0444'GRADE, GO SOUTH ALONG RR GRADE 1.0 MI. TO THE SITE OF AN OLD TRESSEL.
 ET0444'BM IS 55 FT. SE OF THE SOUTH END OF TRESSLESITE, AND 50 FT. WEST OF A
 ET0444'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0250 ***********************************************************************
 CG0250  DESIGNATION -  W 260
 CG0250  PID         -  CG0250
 CG0250  STATE/COUNTY-  AZ/PIMA
 CG0250  USGS QUAD   -  SAHUARITA (1981)
 CG0250
 CG0250                         *CURRENT SURVEY CONTROL
 CG0250  ___________________________________________________________________
 CG0250* NAD 83(1986)-  31 57 35.     (N)    110 55 11.     (W)     SCALED    
 CG0250* NAVD 88     -       834.62   (+/-2cm)    2738.2    (feet)  VERTCON   
 CG0250  ___________________________________________________________________
 CG0250  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CG0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0250
 CG0250.The horizontal coordinates were scaled from a topographic map and have
 CG0250.an estimated accuracy of +/- 6 seconds.
 CG0250
 CG0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0250.The vertical order pertains to the NGVD 29 superseded value.
 CG0250
 CG0250.The geoid height was determined by GEOID03.
 CG0250
 CG0250;                    North         East    Units  Estimated Accuracy
 CG0250;SPC AZ C     -   106,840.      307,600.      MT  (+/- 180 meters Scaled)
 CG0250
 CG0250                          SUPERSEDED SURVEY CONTROL
 CG0250
 CG0250  NGVD 29 (??/??/92)  833.966  (m)         2736.10   (f) ADJ UNCH    2 0
 CG0250
 CG0250.Superseded values are not recommended for survey control.
 CG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0250.See file dsdata.txt to determine how the superseded data were derived.
 CG0250
 CG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA075359(NAD 83)
 CG0250_MARKER: DB = BENCH MARK DISK
 CG0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0250_STAMPING: W 260 1945
 CG0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0250+STABILITY: SURFACE MOTION
 CG0250
 CG0250  HISTORY     - Date     Condition        Report By
 CG0250  HISTORY     - 1945     MONUMENTED       CGS
 CG0250  HISTORY     - 1958     MARK NOT FOUND   NGS
 CG0250
 CG0250                          STATION DESCRIPTION
 CG0250
 CG0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CG0250'IN SAHUARITA FLIGHT STR.
 CG0250'AT THE SAHUARITA FLIGHT STRIP, 0.5 MILE SOUTHEAST OF THE NORTHWEST
 CG0250'EDGE OF PAVED RUNWAY, SET ON THE SOUTHWEST EDGE OF THE RUNWAY AND ON
 CG0250'THE CENTERLINE OF THE ROAD LEADING WEST FROM RUNWAY, 0.8 FOOT
 CG0250'SOUTHWEST OF SOUTHWEST EDGE OF RUNWAY.  BRONZE BENCH MARK DISK SET IN
 CG0250'TOP OF A CONCRETE POST POURED IN THE FIELD AND LEVEL WITH THE
 CG0250'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0411 ***********************************************************************
 CY0411  DESIGNATION -  W 261
 CY0411  PID         -  CY0411
 CY0411  STATE/COUNTY-  AZ/COCHISE
 CY0411  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0411
 CY0411                         *CURRENT SURVEY CONTROL
 CY0411  ___________________________________________________________________
 CY0411* NAD 83(1986)-  32 16 41.     (N)    109 48 51.     (W)     SCALED    
 CY0411* NAVD 88     -      1273.76   (+/-2cm)    4179.0    (feet)  VERTCON   
 CY0411  ___________________________________________________________________
 CY0411  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CY0411  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0411
 CY0411.The horizontal coordinates were scaled from a topographic map and have
 CY0411.an estimated accuracy of +/- 6 seconds.
 CY0411
 CY0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0411.The vertical order pertains to the NGVD 29 superseded value.
 CY0411
 CY0411.The geoid height was determined by GEOID03.
 CY0411
 CY0411;                    North         East    Units  Estimated Accuracy
 CY0411;SPC AZ E     -   141,750.      246,570.      MT  (+/- 180 meters Scaled)
 CY0411
 CY0411                          SUPERSEDED SURVEY CONTROL
 CY0411
 CY0411  NGVD 29 (??/??/92) 1273.017  (m)         4176.56   (f) ADJ UNCH    1 2
 CY0411
 CY0411.Superseded values are not recommended for survey control.
 CY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0411.See file dsdata.txt to determine how the superseded data were derived.
 CY0411
 CY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA116718(NAD 83)
 CY0411_MARKER: DB = BENCH MARK DISK
 CY0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0411_STAMPING: W 261 1945
 CY0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0411+STABILITY: SURFACE MOTION
 CY0411
 CY0411  HISTORY     - Date     Condition        Report By
 CY0411  HISTORY     - 1945     MONUMENTED       CGS
 CY0411  HISTORY     - 1952     GOOD             NGS
 CY0411  HISTORY     - 1974     MARK NOT FOUND   USGS
 CY0411  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0411
 CY0411                          STATION DESCRIPTION
 CY0411
 CY0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0411'2.0 MI NE FROM WILLCOX.
 CY0411'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0411'WILLCOX, 0.2 MILE NORTHEAST OF HIGHWAY MILEPOLE NUMBER 330, ABOUT
 CY0411'105.0 YARDS NORTHWEST OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 96.0
 CY0411'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 23.0 FEET SOUTHWEST
 CY0411'OF THE APPROXIMATE CENTERLINE OF A DRY WASH, 3.6 FEET NORTHWEST OF A
 CY0411'FENCE, 1.6 FEET NORTHEAST OF A WITNESS POST, 1.0 FOOT LOWER THAN THE
 CY0411'HIGHWAY, AND SET IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CY0411'GROUND.
 CY0411
 CY0411                          STATION RECOVERY (1974)
 CY0411
 CY0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY0411'MARK NOT FOUND.
 CY0411
 CY0411                          STATION RECOVERY (1979)
 CY0411
 CY0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0411'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0017 ***********************************************************************
 EU0017  DESIGNATION -  W 262
 EU0017  PID         -  EU0017
 EU0017  STATE/COUNTY-  AZ/MOHAVE
 EU0017  USGS QUAD   -  YUCCA NW (1970)
 EU0017
 EU0017                         *CURRENT SURVEY CONTROL
 EU0017  ___________________________________________________________________
 EU0017* NAD 83(1986)-  34 52 51.     (N)    114 07 51.     (W)     SCALED    
 EU0017* NAVD 88     -       599.34   (+/-2cm)    1966.3    (feet)  VERTCON   
 EU0017  ___________________________________________________________________
 EU0017  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 EU0017  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0017
 EU0017.The horizontal coordinates were scaled from a topographic map and have
 EU0017.an estimated accuracy of +/- 6 seconds.
 EU0017
 EU0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0017.The vertical order pertains to the NGVD 29 superseded value.
 EU0017
 EU0017.The geoid height was determined by GEOID03.
 EU0017
 EU0017;                    North         East    Units  Estimated Accuracy
 EU0017;SPC AZ W     -   430,440.      178,550.      MT  (+/- 180 meters Scaled)
 EU0017
 EU0017                          SUPERSEDED SURVEY CONTROL
 EU0017
 EU0017  NGVD 29 (??/??/??)  598.609  (m)         1963.94   (f) ADJUSTED    1 2
 EU0017
 EU0017.Superseded values are not recommended for survey control.
 EU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0017.See file dsdata.txt to determine how the superseded data were derived.
 EU0017
 EU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU622635(NAD 83)
 EU0017_MARKER: DB = BENCH MARK DISK
 EU0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0017_STAMPING: W 262 1945
 EU0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0017+STABILITY: SURFACE MOTION
 EU0017
 EU0017  HISTORY     - Date     Condition        Report By
 EU0017  HISTORY     - 1945     MONUMENTED       CGS
 EU0017  HISTORY     - 1970     GOOD             USGS
 EU0017
 EU0017                          STATION DESCRIPTION
 EU0017
 EU0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0017'AT YUCCA ARMY AIR FIELD.
 EU0017'AT THE YUCCA ARMY AIR FIELD, SET AT THE CONTROL TOWER, 57 FEET
 EU0017'NORTH OF THE NORTH DOOR OF THE ARMEMENT BUILDING, 3 FEET
 EU0017'NORTHWEST OF THE WEST LEG OF TOWER, 1.5 FEET SOUTHWEST OF
 EU0017'REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE
 EU0017'POST POURED IN THE FIELD AND PROJECTING ABOUT 0.5 FOOT ABOVE
 EU0017'THE GROUND.
 EU0017
 EU0017                          STATION RECOVERY (1970)
 EU0017
 EU0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0735 ***********************************************************************
 DV0735  DESIGNATION -  W 263
 DV0735  PID         -  DV0735
 DV0735  STATE/COUNTY-  AZ/MARICOPA
 DV0735  USGS QUAD   -  BUCKEYE NW (1982)
 DV0735
 DV0735                         *CURRENT SURVEY CONTROL
 DV0735  ___________________________________________________________________
 DV0735* NAD 83(1986)-  33 28 51.     (N)    112 44 21.     (W)     SCALED    
 DV0735* NAVD 88     -       344.629  (meters)    1130.67   (feet)  ADJUSTED  
 DV0735  ___________________________________________________________________
 DV0735  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DV0735  DYNAMIC HT  -         344.230 (meters)    1129.36  (feet)  COMP
 DV0735  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 DV0735
 DV0735  VERT ORDER  -  FIRST     CLASS II
 DV0735
 DV0735.The horizontal coordinates were scaled from a topographic map and have
 DV0735.an estimated accuracy of +/- 6 seconds.
 DV0735
 DV0735.The orthometric height was determined by differential leveling
 DV0735.and adjusted in June 1991.
 DV0735
 DV0735.The geoid height was determined by GEOID03.
 DV0735
 DV0735.The dynamic height is computed by dividing the NAVD 88
 DV0735.geopotential number by the normal gravity value computed on the
 DV0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0735.degrees latitude (g = 980.6199 gals.).
 DV0735
 DV0735.The modeled gravity was interpolated from observed gravity values.
 DV0735
 DV0735;                    North         East    Units  Estimated Accuracy
 DV0735;SPC AZ C     -   275,380.      136,920.      MT  (+/- 180 meters Scaled)
 DV0735
 DV0735                          SUPERSEDED SURVEY CONTROL
 DV0735
 DV0735  NGVD 29 (??/??/92)  343.982  (m)         1128.55   (f) ADJ UNCH    1 2
 DV0735
 DV0735.Superseded values are not recommended for survey control.
 DV0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0735.See file dsdata.txt to determine how the superseded data were derived.
 DV0735
 DV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC384059(NAD 83)
 DV0735_MARKER: DB = BENCH MARK DISK
 DV0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0735_STAMPING: W 263 1947
 DV0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0735+STABILITY: SURFACE MOTION
 DV0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0735+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0735
 DV0735  HISTORY     - Date     Condition        Report By
 DV0735  HISTORY     - 1947     MONUMENTED       CGS
 DV0735  HISTORY     - 1967     GOOD             NGS
 DV0735  HISTORY     - 1981     GOOD             NGS
 DV0735  HISTORY     - 20010420 GOOD             MCDOT
 DV0735  HISTORY     - 20080530 GOOD             GEOCAC
 DV0735
 DV0735                          STATION DESCRIPTION
 DV0735
 DV0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0735'11.55 MI E FROM TONOPAH.
 DV0735'11.55 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT
 DV0735'TONOPAH, IN S 26, T 2 N, R 5 W, 0.1 MILE WEST OF THE JUNCTION OF
 DV0735'INDIAN SCHOOL ROAD AND A TRAIL ROAD, 202 FEET NORTHEAST OF UNDERGROUND
 DV0735'TELEPHONE CABLE MARKER POST NUMBER 168, 38 FEET SOUTH THE CENTER LINE
 DV0735'OF THE ROAD, 2.8 FEET SOUTH OF A 4- BY 4-INCH WOODEN WITNESS POST,
 DV0735'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DV0735'CONCRETE POST PROJECTING 6 INCHES.
 DV0735
 DV0735                          STATION RECOVERY (1981)
 DV0735
 DV0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0735'RECOVERED IN GOOD CONDITION.
 DV0735
 DV0735                          STATION RECOVERY (2001)
 DV0735
 DV0735'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0735'FROM INTERSECTION OF MCDOWELL + PALO VERDE RDS. GO 2.2 MILES W TO
 DV0735'JOHNSON RD. THENCE 1.6 MILES NW TO BM W263
 DV0735'USC+G BC SET IN CONC. ABOVE NATURAL GROUND
 DV0735' 
 DV0735' 
 DV0735' 
 DV0735' 
 DV0735' 
 DV0735' 
 DV0735' 
 DV0735' 
 DV0735
 DV0735                          STATION RECOVERY (2008)
 DV0735
 DV0735'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0735'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0735'THE DESCRIPTION - THE WOODEN 4X4 WITNESS POST IS MISSING BUT THE
 DV0735'CONCRETE BASE FOR IT IS STILL THERE. HANDHELD COORDINATES
 DV0735'33 28 51.2 (N)   112 44 21.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0084 ***********************************************************************
 DV0084  DESIGNATION -  W 265
 DV0084  PID         -  DV0084
 DV0084  STATE/COUNTY-  AZ/MARICOPA
 DV0084  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0084
 DV0084                         *CURRENT SURVEY CONTROL
 DV0084  ___________________________________________________________________
 DV0084* NAD 83(1986)-  33 42 19.     (N)    112 22 27.     (W)     SCALED    
 DV0084* NAVD 88     -       409.290  (meters)    1342.81   (feet)  ADJUSTED  
 DV0084  ___________________________________________________________________
 DV0084  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DV0084  DYNAMIC HT  -         408.815 (meters)    1341.25  (feet)  COMP
 DV0084  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 DV0084
 DV0084  VERT ORDER  -  FIRST     CLASS II
 DV0084
 DV0084.The horizontal coordinates were scaled from a topographic map and have
 DV0084.an estimated accuracy of +/- 6 seconds.
 DV0084
 DV0084.The orthometric height was determined by differential leveling
 DV0084.and adjusted in June 1991.
 DV0084
 DV0084.The geoid height was determined by GEOID03.
 DV0084
 DV0084.The dynamic height is computed by dividing the NAVD 88
 DV0084.geopotential number by the normal gravity value computed on the
 DV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0084.degrees latitude (g = 980.6199 gals.).
 DV0084
 DV0084.The modeled gravity was interpolated from observed gravity values.
 DV0084
 DV0084;                    North         East    Units  Estimated Accuracy
 DV0084;SPC AZ C     -   300,060.      170,950.      MT  (+/- 180 meters Scaled)
 DV0084
 DV0084                          SUPERSEDED SURVEY CONTROL
 DV0084
 DV0084  NGVD 29 (??/??/92)  408.668  (m)         1340.77   (f) ADJ UNCH    1 2
 DV0084
 DV0084.Superseded values are not recommended for survey control.
 DV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0084.See file dsdata.txt to determine how the superseded data were derived.
 DV0084
 DV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC726303(NAD 83)
 DV0084_MARKER: DB = BENCH MARK DISK
 DV0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0084_SP_SET: CONCRETE SIPHON
 DV0084_STAMPING: W 265 1948
 DV0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0084+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2009
 DV0084
 DV0084  HISTORY     - Date     Condition        Report By
 DV0084  HISTORY     - 1948     MONUMENTED       CGS
 DV0084  HISTORY     - 1967     GOOD             NGS
 DV0084  HISTORY     - 1981     GOOD             NGS
 DV0084  HISTORY     - 20071102 GOOD             GEOCAC
 DV0084  HISTORY     - 20090217 GOOD             SURPGS
 DV0084
 DV0084                          STATION DESCRIPTION
 DV0084
 DV0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0084'9.45 MI NW FROM EL MIRAGE.
 DV0084'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 60, 70 AND 89 AND STATE
 DV0084'HIGHWAY 93 FROM THE POST OFFICE AT EL MIRAGE, THENCE 2.45 MILES
 DV0084'NORTHEAST ALONG CANAL ROAD WHICH PARALLELS THE SOUTHEAST SIDE OF THE
 DV0084'BEARDSLEY CANAL, IN SECTION 9, T 4 N, R 1 W, 120 FEET NORTH OF THE
 DV0084'CENTER LINE OF THE ROAD, SET IN THE TOP OF A 45 DEGREE ANGLE IN THE
 DV0084'OLD CONCRETE RETAINING WALL AT THE WEST END OF A CONCRETE SIPHON, AND
 DV0084'8 FEET SOUTHWEST OF THE SOUTH END OF THE HEAD WALL OF THE SIPHON.
 DV0084
 DV0084                          STATION RECOVERY (1981)
 DV0084
 DV0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0084'RECOVERED IN GOOD CONDITION.
 DV0084
 DV0084                          STATION RECOVERY (2007)
 DV0084
 DV0084'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0084'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0084'33 42 19.6 (N)   112 22 26.9 (W)  (NAD 83).
 DV0084
 DV0084                          STATION RECOVERY (2009)
 DV0084
 DV0084'RECOVERY NOTE BY CITY OF SURPRISE GEODETIC SURVEY 2009 (BSF)
 DV0084'RECOVERED IN GOOD CONDITION AND INSTALLED NEW WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0056 ***********************************************************************
 DV0056  DESIGNATION -  W 266
 DV0056  PID         -  DV0056
 DV0056  STATE/COUNTY-  AZ/MARICOPA
 DV0056  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0056
 DV0056                         *CURRENT SURVEY CONTROL
 DV0056  ___________________________________________________________________
 DV0056* NAD 83(1986)-  33 40 06.     (N)    112 11 14.     (W)     SCALED    
 DV0056* NAVD 88     -       388.79   (+/-2cm)    1275.6    (feet)  VERTCON   
 DV0056  ___________________________________________________________________
 DV0056  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0056  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0056
 DV0056.The horizontal coordinates were scaled from a topographic map and have
 DV0056.an estimated accuracy of +/- 6 seconds.
 DV0056
 DV0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0056.The vertical order pertains to the NGVD 29 superseded value.
 DV0056
 DV0056.The geoid height was determined by GEOID03.
 DV0056
 DV0056;                    North         East    Units  Estimated Accuracy
 DV0056;SPC AZ C     -   295,900.      188,270.      MT  (+/- 180 meters Scaled)
 DV0056
 DV0056                          SUPERSEDED SURVEY CONTROL
 DV0056
 DV0056  NGVD 29 (??/??/92)  388.22   (m)         1273.7    (f) COMPUTED    1 2
 DV0056
 DV0056.Superseded values are not recommended for survey control.
 DV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0056.See file dsdata.txt to determine how the superseded data were derived.
 DV0056
 DV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899260(NAD 83)
 DV0056_MARKER: DB = BENCH MARK DISK
 DV0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0056_STAMPING: W 266 1948
 DV0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0056+STABILITY: SURFACE MOTION
 DV0056
 DV0056  HISTORY     - Date     Condition        Report By
 DV0056  HISTORY     - 1948     MONUMENTED       CGS
 DV0056  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0056
 DV0056                          STATION DESCRIPTION
 DV0056
 DV0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0056'9.1 MI N FROM GLENDALE.
 DV0056'ABOUT 9.1 MILES NORTH ALONG LATERAL 18 FROM THE ATCHISON, TOPEKA AND
 DV0056'SANTA FE RAILROAD STATION AT GLENDALE, AT A ROAD CROSSING, AT THE EAST
 DV0056'END OF A ROW OF SMALL TREES, 101.5 FEET WEST OF THE CENTER LINE OF
 DV0056'LATERAL 18, 36.5 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 DV0056'1.3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DV0056'ROADS, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0056
 DV0056                          STATION RECOVERY (1967)
 DV0056
 DV0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0545 ***********************************************************************
 DV0545  DESIGNATION -  W 267
 DV0545  PID         -  DV0545
 DV0545  STATE/COUNTY-  AZ/MARICOPA
 DV0545  USGS QUAD   -  PHOENIX (1982)
 DV0545
 DV0545                         *CURRENT SURVEY CONTROL
 DV0545  ___________________________________________________________________
 DV0545* NAD 83(1986)-  33 27 57.     (N)    112 00 47.     (W)     SCALED    
 DV0545* NAVD 88     -       348.52   (+/-2cm)    1143.4    (feet)  VERTCON   
 DV0545  ___________________________________________________________________
 DV0545  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0545
 DV0545.The horizontal coordinates were scaled from a topographic map and have
 DV0545.an estimated accuracy of +/- 6 seconds.
 DV0545
 DV0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0545.The vertical order pertains to the NGVD 29 superseded value.
 DV0545
 DV0545.The geoid height was determined by GEOID03.
 DV0545
 DV0545;                    North         East    Units  Estimated Accuracy
 DV0545;SPC AZ C     -   273,420.      204,400.      MT  (+/- 180 meters Scaled)
 DV0545
 DV0545                          SUPERSEDED SURVEY CONTROL
 DV0545
 DV0545  NGVD 29 (??/??/92)  347.879  (m)         1141.33   (f) ADJ UNCH    2 0
 DV0545
 DV0545.Superseded values are not recommended for survey control.
 DV0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0545.See file dsdata.txt to determine how the superseded data were derived.
 DV0545
 DV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058033(NAD 83)
 DV0545_MARKER: DD = SURVEY DISK
 DV0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0545_SP_SET: CROSS BAR
 DV0545_STAMPING: W 267
 DV0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0545
 DV0545  HISTORY     - Date     Condition        Report By
 DV0545  HISTORY     - UNK      MONUMENTED       BOR
 DV0545  HISTORY     - 1948     GOOD             NGS
 DV0545  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0545
 DV0545                          STATION DESCRIPTION
 DV0545
 DV0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0545'5.8 MI NE FROM PHOENIX.
 DV0545'ABOUT 4.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0545'UNION STATION AT PHOENIX, THENCE 1.5 MILES NORTH ALONG THIRTY-SECOND
 DV0545'STREET, AT THE INTERSECTION OF THIRTY-SECOND STREET AND MCDOWELL ROAD,
 DV0545'39.4 FEET SOUTH OF THE CENTER LINE OF THE MCDOWELL ROAD, 21.3 FEET
 DV0545'WEST OF THE CENTER LINE OF THIRTY-SECOND STREET, SET ON TOP AND AT THE
 DV0545'EAST END OF A CONCRETE CROSSBAR OVER AN IRRIGATION CANAL, 0.8 FOOT
 DV0545'WEST OF THE EAST END OF THE CROSSBAR AND 2.8 FEET ABOVE THE LEVEL OF
 DV0545'THE STREET.  NOTE-- THE STREET APPEARS TO HAVE BEEN WIDENED AT HIS
 DV0545'POINT AND THE MARK HAS PROBABLY BEEN DESTROYED.
 DV0545
 DV0545                          STATION RECOVERY (1967)
 DV0545
 DV0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1076 ***********************************************************************
 DU1076  DESIGNATION -  W 268
 DU1076  PID         -  DU1076
 DU1076  STATE/COUNTY-  AZ/MARICOPA
 DU1076  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1076
 DU1076                         *CURRENT SURVEY CONTROL
 DU1076  ___________________________________________________________________
 DU1076* NAD 83(1986)-  33 30 37.     (N)    111 46 10.     (W)     SCALED    
 DU1076* NAVD 88     -       395.653  (meters)    1298.07   (feet)  READJUSTED
 DU1076  ___________________________________________________________________
 DU1076  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DU1076  DYNAMIC HT  -         395.180 (meters)    1296.52  (feet)  COMP
 DU1076  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 DU1076
 DU1076  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1076
 DU1076.The horizontal coordinates were scaled from a topographic map and have
 DU1076.an estimated accuracy of +/- 6 seconds.
 DU1076
 DU1076.The orthometric height was determined by differential leveling
 DU1076.and adjusted in April 1999.
 DU1076.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1076.distribution rate of 0.0 thru 1.0 mm/km.
 DU1076.The height was derived from older observations constrained to new
 DU1076.heights in a crustal motion area.  The height is approximate in
 DU1076.relation to other heights in its vicinity.
 DU1076
 DU1076.The geoid height was determined by GEOID03.
 DU1076
 DU1076.The dynamic height is computed by dividing the NAVD 88
 DU1076.geopotential number by the normal gravity value computed on the
 DU1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1076.degrees latitude (g = 980.6199 gals.).
 DU1076
 DU1076.The modeled gravity was interpolated from observed gravity values.
 DU1076
 DU1076;                    North         East    Units  Estimated Accuracy
 DU1076;SPC AZ C     -   278,350.      227,040.      MT  (+/- 180 meters Scaled)
 DU1076
 DU1076                          SUPERSEDED SURVEY CONTROL
 DU1076
 DU1076  NAVD 88 (06/15/91)  395.668  (m)         1298.12   (f) UNKNOWN     1 2
 DU1076  NGVD 29 (??/??/92)  395.085  (m)         1296.21   (f) ADJ UNCH    1 2
 DU1076
 DU1076.Superseded values are not recommended for survey control.
 DU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1076.See file dsdata.txt to determine how the superseded data were derived.
 DU1076
 DU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC285081(NAD 83)
 DU1076_MARKER: DB = BENCH MARK DISK
 DU1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1076_STAMPING: W 268 1948
 DU1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1076+STABILITY: SURFACE MOTION
 DU1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1076+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1076
 DU1076  HISTORY     - Date     Condition        Report By
 DU1076  HISTORY     - 1948     MONUMENTED       CGS
 DU1076  HISTORY     - 1967     GOOD             NGS
 DU1076  HISTORY     - 1980     GOOD             NGS
 DU1076  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1076  HISTORY     - 20080419 GOOD             GEOCAC
 DU1076
 DU1076                          STATION DESCRIPTION
 DU1076
 DU1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1076'13.3 MI NE FROM SCOTTSDALE.
 DU1076'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1076'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 10.2
 DU1076'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1076'ARIZONA CANAL, OR ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80
 DU1076'AND 89 FROM THE POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG
 DU1076'BUSH HIGHWAY, THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35
 DU1076'MILE NORTH ALONG A GRAVELED ROAD, THENCE 4.6 MILES WEST ALONG A DIRT
 DU1076'ROAD WHICH PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION
 DU1076'17, T 2 N, R 6 E, 89 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 1
 DU1076'1/2 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF
 DU1076'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 DU1076'INCHES.
 DU1076
 DU1076                          STATION RECOVERY (1980)
 DU1076
 DU1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1076'15.0 KILOMETERS (9.3 MILES) EAST ALONG THE ARIZONA CANAL FROM ITS
 DU1076'INTERSECTION WITH HAYDEN ROAD IN SCOTTSDALE, ALSO 1.6 KILOMETERS
 DU1076'(1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM THE POST
 DU1076'OFFICE AT BUCKHORN, THENCE 10.5 KILOMETERS (6.5 MILES) NORTH ALONG THE
 DU1076'BUSH HIGHWAY, THENCE 1.35 KILOMETER (0.85 MILE) WEST ALONG A DIRT
 DU1076'ROAD THENCE 0.55 KILOMETER (0.35 MILE) NORTH ALONG A ROAD CROSSING
 DU1076'THE SALT RIVER, THENCE 7.4 KILOMETERS (4.6 MILES) WEST ALONG A DIRT
 DU1076'ROAD PARALLELING THE ARIZONA CANAL ON THE SOUTH SIDE, IN SECTION 17
 DU1076'T2N R6E, AND 27.1 METERS (89.0 FEET) SOUTH OF THE CENTERLINE OF THE
 DU1076'SOUTH LEVEE ROAD.
 DU1076'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DU1076'THE MARK IS 1.8 M BELOW THE CANAL ROAD.
 DU1076
 DU1076                          STATION RECOVERY (1998)
 DU1076
 DU1076'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1076'MARK NOT FOUND.
 DU1076
 DU1076                          STATION RECOVERY (2008)
 DU1076
 DU1076'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1076'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1076'30.639' W111 46.168'. THE MARK IS INSIDE THE FENCED BOUNDARY OF A
 DU1076'LANDFILL OPERATED BY THE SALT RIVER PIMA-MARICOPA INDIAN COMMUNITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0446 ***********************************************************************
 DU0446  DESIGNATION -  W 269
 DU0446  PID         -  DU0446
 DU0446  STATE/COUNTY-  AZ/MARICOPA
 DU0446  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0446
 DU0446                         *CURRENT SURVEY CONTROL
 DU0446  ___________________________________________________________________
 DU0446* NAD 83(1986)-  33 31 30.     (N)    111 27 15.     (W)     SCALED    
 DU0446* NAVD 88     -       657.286  (meters)    2156.45   (feet)  ADJUSTED  
 DU0446  ___________________________________________________________________
 DU0446  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DU0446  DYNAMIC HT  -         656.460 (meters)    2153.74  (feet)  COMP
 DU0446  MODELED GRAV-     979,360.8   (mgal)                       NAVD 88
 DU0446
 DU0446  VERT ORDER  -  FIRST     CLASS II
 DU0446
 DU0446.The horizontal coordinates were scaled from a topographic map and have
 DU0446.an estimated accuracy of +/- 6 seconds.
 DU0446
 DU0446.The orthometric height was determined by differential leveling
 DU0446.and adjusted in June 1991.
 DU0446
 DU0446.The geoid height was determined by GEOID03.
 DU0446
 DU0446.The dynamic height is computed by dividing the NAVD 88
 DU0446.geopotential number by the normal gravity value computed on the
 DU0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0446.degrees latitude (g = 980.6199 gals.).
 DU0446
 DU0446.The modeled gravity was interpolated from observed gravity values.
 DU0446
 DU0446;                    North         East    Units  Estimated Accuracy
 DU0446;SPC AZ C     -   280,070.      256,320.      MT  (+/- 180 meters Scaled)
 DU0446
 DU0446                          SUPERSEDED SURVEY CONTROL
 DU0446
 DU0446  NGVD 29 (??/??/92)  656.671  (m)         2154.43   (f) ADJ UNCH    1 2
 DU0446
 DU0446.Superseded values are not recommended for survey control.
 DU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0446.See file dsdata.txt to determine how the superseded data were derived.
 DU0446
 DU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC578095(NAD 83)
 DU0446_MARKER: DB = BENCH MARK DISK
 DU0446_SETTING: 66 = SET IN ROCK OUTCROP
 DU0446_SP_SET: BEDROCK OUTCROP
 DU0446_STAMPING: W 269 1948
 DU0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0446+STABILITY: POSITION/ELEVATION WELL
 DU0446
 DU0446  HISTORY     - Date     Condition        Report By
 DU0446  HISTORY     - 1948     MONUMENTED       CGS
 DU0446  HISTORY     - 1980     GOOD             NGS
 DU0446  HISTORY     - 20070512 GOOD             GEOCAC
 DU0446  HISTORY     - 20081022 GOOD             GEOCAC
 DU0446
 DU0446                          STATION DESCRIPTION
 DU0446
 DU0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0446'6.3 MI SW FROM TORTILLA FLAT.
 DU0446'ABOUT 6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0446'AT TORTILLA FLAT, AT A CURVE, 98.5 FEET WEST OF THE CENTER LINE OF THE
 DU0446'HIGHWAY, 26.7 FEET EAST OF THE EAST SIDE OF STEEL TRANSMISSION TOWER
 DU0446'NO. 179, SET IN THE TOP OF A YELLOWISH BEDROCK OUTCROP PROJECTING 3
 DU0446'FEET ABOVE THE GROUND AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0446
 DU0446                          STATION RECOVERY (1980)
 DU0446
 DU0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0446'RECOVERED IN GOOD CONDITION.
 DU0446
 DU0446                          STATION RECOVERY (2007)
 DU0446
 DU0446'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0446'RECOVERED IN GOOD CONDITION.
 DU0446
 DU0446                          STATION RECOVERY (2008)
 DU0446
 DU0446'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0446'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU0446'OF N 33 31.507' W 111 27.266'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0021 ***********************************************************************
 ET0021  DESIGNATION -  W 27
 ET0021  PID         -  ET0021
 ET0021  STATE/COUNTY-  AZ/YAVAPAI
 ET0021  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0021
 ET0021                         *CURRENT SURVEY CONTROL
 ET0021  ___________________________________________________________________
 ET0021* NAD 83(1986)-  34 50 44.     (N)    112 27 05.     (W)     SCALED    
 ET0021* NAVD 88     -      1338.922  (meters)    4392.78   (feet)  POSTED    
 ET0021  ___________________________________________________________________
 ET0021  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ET0021  DYNAMIC HT  -        1337.190 (meters)    4387.10  (feet)  COMP
 ET0021  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 ET0021
 ET0021  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0021
 ET0021.The horizontal coordinates were scaled from a topographic map and have
 ET0021.an estimated accuracy of +/- 6 seconds.
 ET0021
 ET0021.The orthometric height was determined by differential leveling
 ET0021.and adjusted in November 2005.
 ET0021.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0021.rate of 1.1 thru 2.0 mm/km.
 ET0021
 ET0021.The geoid height was determined by GEOID03.
 ET0021
 ET0021.The dynamic height is computed by dividing the NAVD 88
 ET0021.geopotential number by the normal gravity value computed on the
 ET0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0021.degrees latitude (g = 980.6199 gals.).
 ET0021
 ET0021.The modeled gravity was interpolated from observed gravity values.
 ET0021
 ET0021;                    North         East    Units  Estimated Accuracy
 ET0021;SPC AZ C     -   426,570.      164,460.      MT  (+/- 180 meters Scaled)
 ET0021
 ET0021                          SUPERSEDED SURVEY CONTROL
 ET0021
 ET0021  NGVD 29 (??/??/92) 1338.165  (m)         4390.30   (f) ADJ UNCH    1 2
 ET0021
 ET0021.Superseded values are not recommended for survey control.
 ET0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0021.See file dsdata.txt to determine how the superseded data were derived.
 ET0021
 ET0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD673568(NAD 83)
 ET0021_MARKER: DB = BENCH MARK DISK
 ET0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0021_SP_SET: FOUNDATION
 ET0021_STAMPING: 4390.296 W 27 1933
 ET0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0021
 ET0021  HISTORY     - Date     Condition        Report By
 ET0021  HISTORY     - 1933     MONUMENTED       CGS
 ET0021
 ET0021                          STATION DESCRIPTION
 ET0021
 ET0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0021'12.7 MI S FROM CEDAR GLADE.
 ET0021'ON A. T. AND S. F. RIGHT OF WAY, AT DEL RIO SIDING, 0.5 MILES NORTH OF
 ET0021'DAIRY FARM, 100 FEET SOUTHWEST OF RAILWAY TELEPHONE BOOTH, ON TOP OF
 ET0021'SOUTHWESTERLY CONCRETE FOUNDATION BLOCK OF ABANDONED WATER TOWER, 30
 ET0021'FEET SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0388 ***********************************************************************
 DU0388  DESIGNATION -  W 27
 DU0388  PID         -  DU0388
 DU0388  STATE/COUNTY-  AZ/GILA
 DU0388  USGS QUAD   -  KAYLER BUTTE (1978)
 DU0388
 DU0388                         *CURRENT SURVEY CONTROL
 DU0388  ___________________________________________________________________
 DU0388* NAD 83(1986)-  33 58 58.     (N)    111 18 22.     (W)     SCALED    
 DU0388* NAVD 88     -       866.817  (meters)    2843.88   (feet)  ADJUSTED  
 DU0388  ___________________________________________________________________
 DU0388  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DU0388  DYNAMIC HT  -         865.714 (meters)    2840.26  (feet)  COMP
 DU0388  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 DU0388
 DU0388  VERT ORDER  -  FIRST     CLASS II
 DU0388
 DU0388.The horizontal coordinates were scaled from a topographic map and have
 DU0388.an estimated accuracy of +/- 6 seconds.
 DU0388
 DU0388.The orthometric height was determined by differential leveling
 DU0388.and adjusted in June 1991.
 DU0388
 DU0388.The geoid height was determined by GEOID03.
 DU0388
 DU0388.The dynamic height is computed by dividing the NAVD 88
 DU0388.geopotential number by the normal gravity value computed on the
 DU0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0388.degrees latitude (g = 980.6199 gals.).
 DU0388
 DU0388.The modeled gravity was interpolated from observed gravity values.
 DU0388
 DU0388;                    North         East    Units  Estimated Accuracy
 DU0388;SPC AZ E     -   331,330.      108,080.      MT  (+/- 180 meters Scaled)
 DU0388
 DU0388                          SUPERSEDED SURVEY CONTROL
 DU0388
 DU0388  NGVD 29 (??/??/92)  866.204  (m)         2841.87   (f) ADJ UNCH    1 2
 DU0388
 DU0388.Superseded values are not recommended for survey control.
 DU0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0388.See file dsdata.txt to determine how the superseded data were derived.
 DU0388
 DU0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC717602(NAD 83)
 DU0388_MARKER: DD = SURVEY DISK
 DU0388_SETTING: 80 = SET IN A BOULDER
 DU0388_SP_SET: BOULDER
 DU0388_STAMPING: 2841.871 W 27 1929
 DU0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0388+STABILITY: SURFACE MOTION
 DU0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0388+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2007
 DU0388
 DU0388  HISTORY     - Date     Condition        Report By
 DU0388  HISTORY     - 1929     MONUMENTED       USGS
 DU0388  HISTORY     - 1934     GOOD             NGS
 DU0388  HISTORY     - 1982     MARK NOT FOUND   NGS
 DU0388  HISTORY     - 20070217 GOOD             GEOCAC
 DU0388
 DU0388                          STATION DESCRIPTION
 DU0388
 DU0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DU0388'9.5 MI N FROM TONTO BASIN.
 DU0388'9.5 MILES NORTH ALONG THE HIGHWAY LEADING TO PAYSON FROM TONTO BASIN,
 DU0388'GILA COUNTY, 48 YARDS NORTHWEST OF THE SUMMIT OF THE GRADE ON TONTO
 DU0388'HILL, 36 FEET NORTHWEST OF A TELEPHONE POLE, 30 FEET SOUTHWEST OF THE
 DU0388'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A SMALL SANDSTONE
 DU0388'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 DU0388'2841.871 W 27 1929.
 DU0388
 DU0388                          STATION RECOVERY (1982)
 DU0388
 DU0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DU0388'NOT RECOVERED.
 DU0388
 DU0388                          STATION RECOVERY (2007)
 DU0388
 DU0388'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0394 ***********************************************************************
 DU0394  DESIGNATION -  W 270
 DU0394  PID         -  DU0394
 DU0394  STATE/COUNTY-  AZ/GILA
 DU0394  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0394
 DU0394                         *CURRENT SURVEY CONTROL
 DU0394  ___________________________________________________________________
 DU0394* NAD 83(1986)-  33 40 27.     (N)    111 08 57.     (W)     SCALED    
 DU0394* NAVD 88     -       657.05   (+/-2cm)    2155.7    (feet)  VERTCON   
 DU0394  ___________________________________________________________________
 DU0394  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DU0394  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0394
 DU0394.The horizontal coordinates were scaled from a topographic map and have
 DU0394.an estimated accuracy of +/- 6 seconds.
 DU0394
 DU0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0394.The vertical order pertains to the NGVD 29 superseded value.
 DU0394
 DU0394.The geoid height was determined by GEOID03.
 DU0394
 DU0394;                    North         East    Units  Estimated Accuracy
 DU0394;SPC AZ E     -   296,950.      122,250.      MT  (+/- 180 meters Scaled)
 DU0394
 DU0394                          SUPERSEDED SURVEY CONTROL
 DU0394
 DU0394  NGVD 29 (??/??/92)  656.468  (m)         2153.76   (f) ADJ UNCH    1 2
 DU0394
 DU0394.Superseded values are not recommended for survey control.
 DU0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0394.See file dsdata.txt to determine how the superseded data were derived.
 DU0394
 DU0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC861260(NAD 83)
 DU0394_MARKER: DB = BENCH MARK DISK
 DU0394_SETTING: 0 = UNSPECIFIED SETTING
 DU0394_STAMPING: W 270 1948
 DU0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0394
 DU0394  HISTORY     - Date     Condition        Report By
 DU0394  HISTORY     - 1948     MONUMENTED       CGS
 DU0394  HISTORY     - 1963     GOOD             NGS
 DU0394
 DU0394                          STATION DESCRIPTION
 DU0394
 DU0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0394'1.3 MI W FROM ROOSEVELT.
 DU0394'1.3 MILE WEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 120 FEET
 DU0394'SOUTHEAST OF THE CENTER OF AN OPEN VOLLEY BALL COURT, 90 FEET
 DU0394'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET ABOVE THE
 DU0394'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0395 ***********************************************************************
 DU0395  DESIGNATION -  W 270 RESET
 DU0395  PID         -  DU0395
 DU0395  STATE/COUNTY-  AZ/GILA
 DU0395  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0395
 DU0395                         *CURRENT SURVEY CONTROL
 DU0395  ___________________________________________________________________
 DU0395* NAD 83(1986)-  33 40 27.     (N)    111 08 56.     (W)     SCALED    
 DU0395* NAVD 88     -       661.66   (+/-2cm)    2170.8    (feet)  VERTCON   
 DU0395  ___________________________________________________________________
 DU0395  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DU0395  VERT ORDER  -  THIRD (See Below)
 DU0395
 DU0395.The horizontal coordinates were scaled from a topographic map and have
 DU0395.an estimated accuracy of +/- 6 seconds.
 DU0395
 DU0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0395.The vertical order pertains to the NGVD 29 superseded value.
 DU0395
 DU0395.The geoid height was determined by GEOID03.
 DU0395
 DU0395;                    North         East    Units  Estimated Accuracy
 DU0395;SPC AZ E     -   296,950.      122,280.      MT  (+/- 180 meters Scaled)
 DU0395
 DU0395                          SUPERSEDED SURVEY CONTROL
 DU0395
 DU0395  NGVD 29 (03/28/06)  661.08   (m)         2168.9    (f) RESET       3  
 DU0395
 DU0395.Superseded values are not recommended for survey control.
 DU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0395.See file dsdata.txt to determine how the superseded data were derived.
 DU0395
 DU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC861260(NAD 83)
 DU0395_MARKER: DB = BENCH MARK DISK
 DU0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0395_SP_SET: SEPTIC TANK
 DU0395_STAMPING: W 270 RESET 1961
 DU0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0395
 DU0395  HISTORY     - Date     Condition        Report By
 DU0395  HISTORY     - 1961     MONUMENTED       CGS
 DU0395
 DU0395                          STATION DESCRIPTION
 DU0395
 DU0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DU0395'1.3 MI W FROM ROOSEVELT.
 DU0395'1.3 MILES WEST ALONG STATE HIGHWAY 88 FROM ROOSEVELT, 50 FEET
 DU0395'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 150 FEET WEST OF A 24
 DU0395'INCH C.M.P. UNDER THE HIGHWAY, IN THE TOP OF A LARGE CONCRETE SEPTIC
 DU0395'TANK, NEAR THE SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0374 ***********************************************************************
 DV0374  DESIGNATION -  W 271
 DV0374  PID         -  DV0374
 DV0374  STATE/COUNTY-  AZ/MARICOPA
 DV0374  USGS QUAD   -  FOWLER (1982)
 DV0374
 DV0374                         *CURRENT SURVEY CONTROL
 DV0374  ___________________________________________________________________
 DV0374* NAD 83(1986)-  33 26 11.     (N)    112 10 09.     (W)     SCALED    
 DV0374* NAVD 88     -       318.00   (+/-2cm)    1043.3    (feet)  VERTCON   
 DV0374  ___________________________________________________________________
 DV0374  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0374
 DV0374.The horizontal coordinates were scaled from a topographic map and have
 DV0374.an estimated accuracy of +/- 6 seconds.
 DV0374
 DV0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0374.The vertical order pertains to the NGVD 29 superseded value.
 DV0374
 DV0374.The geoid height was determined by GEOID03.
 DV0374
 DV0374;                    North         East    Units  Estimated Accuracy
 DV0374;SPC AZ C     -   270,170.      189,880.      MT  (+/- 180 meters Scaled)
 DV0374
 DV0374                          SUPERSEDED SURVEY CONTROL
 DV0374
 DV0374  NGVD 29 (??/??/92)  317.360  (m)         1041.21   (f) ADJ UNCH    2 0
 DV0374
 DV0374.Superseded values are not recommended for survey control.
 DV0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0374.See file dsdata.txt to determine how the superseded data were derived.
 DV0374
 DV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC913002(NAD 83)
 DV0374_MARKER: DB = BENCH MARK DISK
 DV0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0374_SP_SET: CULVERT
 DV0374_STAMPING: W 271 1948
 DV0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0374
 DV0374  HISTORY     - Date     Condition        Report By
 DV0374  HISTORY     - 1948     MONUMENTED       CGS
 DV0374  HISTORY     - 1962     MARK NOT FOUND   DOD
 DV0374  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0374
 DV0374                          STATION DESCRIPTION
 DV0374
 DV0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0374'5.7 MI W FROM PHOENIX.
 DV0374'5.2 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE UNION
 DV0374'STATION AT PHOENIX, THENCE 0.5 MILE SOUTH ALONG LATERAL 17, 29.9 FEET
 DV0374'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 80, 20.8 FEET WEST OF
 DV0374'LATERAL 17, 0.7 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 DV0374'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT IN
 DV0374'THE HIGHWAY.
 DV0374
 DV0374                          STATION RECOVERY (1962)
 DV0374
 DV0374'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 DV0374'MARK NOT FOUND.
 DV0374
 DV0374                          STATION RECOVERY (2008)
 DV0374
 DV0374'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0374'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0374'MARK. THE ROAD HAS BEEN WIDENED, AND THERE IS NO CULVERT AT THE
 DV0374'DESCRIBED LOCATION. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0396 ***********************************************************************
 DV0396  DESIGNATION -  W 274
 DV0396  PID         -  DV0396
 DV0396  STATE/COUNTY-  AZ/PINAL
 DV0396  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0396
 DV0396                         *CURRENT SURVEY CONTROL
 DV0396  ___________________________________________________________________
 DV0396* NAD 83(1986)-  33 12 24.     (N)    112 09 27.     (W)     SCALED    
 DV0396* NAVD 88     -       320.91   (+/-2cm)    1052.9    (feet)  VERTCON   
 DV0396  ___________________________________________________________________
 DV0396  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DV0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0396
 DV0396.The horizontal coordinates were scaled from a topographic map and have
 DV0396.an estimated accuracy of +/- 6 seconds.
 DV0396
 DV0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0396.The vertical order pertains to the NGVD 29 superseded value.
 DV0396
 DV0396.The geoid height was determined by GEOID03.
 DV0396
 DV0396;                    North         East    Units  Estimated Accuracy
 DV0396;SPC AZ C     -   244,700.      190,910.      MT  (+/- 180 meters Scaled)
 DV0396
 DV0396                          SUPERSEDED SURVEY CONTROL
 DV0396
 DV0396  NGVD 29 (??/??/92)  320.326  (m)         1050.94   (f) ADJ UNCH    2 0
 DV0396
 DV0396.Superseded values are not recommended for survey control.
 DV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0396.See file dsdata.txt to determine how the superseded data were derived.
 DV0396
 DV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB921747(NAD 83)
 DV0396_MARKER: DB = BENCH MARK DISK
 DV0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0396_STAMPING: W 274 1948
 DV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0396+STABILITY: SURFACE MOTION
 DV0396
 DV0396  HISTORY     - Date     Condition        Report By
 DV0396  HISTORY     - 1948     MONUMENTED       CGS
 DV0396  HISTORY     - 1966     GOOD             NGS
 DV0396
 DV0396                          STATION DESCRIPTION
 DV0396
 DV0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0396'5.2 MI S FROM KOMATKE.
 DV0396'5.2 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 59.0 FEET
 DV0396'NORTH OF A WASH, 43.2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0
 DV0396'FEET ABOVE THE LEVEL OF THE ROAD, 3.5 FEET WEST OF A WHITE WOODEN
 DV0396'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 DV0396'ABOVE THE GROUND.
 DV0396
 DV0396                          STATION RECOVERY (1966)
 DV0396
 DV0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DV0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0845 ***********************************************************************
 DU0845  DESIGNATION -  W 275
 DU0845  PID         -  DU0845
 DU0845  STATE/COUNTY-  AZ/PINAL
 DU0845  USGS QUAD   -  SACATON BUTTE (1967)
 DU0845
 DU0845                         *CURRENT SURVEY CONTROL
 DU0845  ___________________________________________________________________
 DU0845* NAD 83(1986)-  33 07 02.     (N)    111 57 41.     (W)     SCALED    
 DU0845* NAVD 88     -       355.37   (+/-2cm)    1165.9    (feet)  VERTCON   
 DU0845  ___________________________________________________________________
 DU0845  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DU0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0845
 DU0845.The horizontal coordinates were scaled from a topographic map and have
 DU0845.an estimated accuracy of +/- 6 seconds.
 DU0845
 DU0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0845.The vertical order pertains to the NGVD 29 superseded value.
 DU0845
 DU0845.The geoid height was determined by GEOID03.
 DU0845
 DU0845;                    North         East    Units  Estimated Accuracy
 DU0845;SPC AZ C     -   234,750.      209,190.      MT  (+/- 180 meters Scaled)
 DU0845
 DU0845                          SUPERSEDED SURVEY CONTROL
 DU0845
 DU0845  NGVD 29 (??/??/92)  354.886  (m)         1164.32   (f) ADJ UNCH    2 0
 DU0845
 DU0845.Superseded values are not recommended for survey control.
 DU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0845.See file dsdata.txt to determine how the superseded data were derived.
 DU0845
 DU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB103646(NAD 83)
 DU0845_MARKER: DB = BENCH MARK DISK
 DU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0845_STAMPING: W 275 1948
 DU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0845+STABILITY: SURFACE MOTION
 DU0845
 DU0845  HISTORY     - Date     Condition        Report By
 DU0845  HISTORY     - 1948     MONUMENTED       CGS
 DU0845  HISTORY     - 1959     GOOD             NGS
 DU0845  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0845  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0845
 DU0845                          STATION DESCRIPTION
 DU0845
 DU0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0845'4.5 MI W FROM CASA BLANCA.
 DU0845'4.5 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0845'36.1 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19.1 FEET EAST OF THE
 DU0845'CENTER LINE OF THE HOOVER ROAD, 3.8 FEET SOUTH OF NORTHWEST CORNER OF
 DU0845'A WIRE FENCE, 1.5 FEET ABOVE THE LEVEL OF THE ROAD AND 2.2 FEET NORTH
 DU0845'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DU0845'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DU0845
 DU0845                          STATION RECOVERY (1959)
 DU0845
 DU0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0845'RECOVERED IN GOOD CONDITION.
 DU0845
 DU0845                          STATION RECOVERY (1994)
 DU0845
 DU0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0845'MARK NOT FOUND.
 DU0845
 DU0845                          STATION RECOVERY (2007)
 DU0845
 DU0845'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0845'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0845'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0722 ***********************************************************************
 DU0722  DESIGNATION -  W 276
 DU0722  PID         -  DU0722
 DU0722  STATE/COUNTY-  AZ/MARICOPA
 DU0722  USGS QUAD   -  CHANDLER (1981)
 DU0722
 DU0722                         *CURRENT SURVEY CONTROL
 DU0722  ___________________________________________________________________
 DU0722* NAD 83(1986)-  33 17 55.     (N)    111 49 07.     (W)     SCALED    
 DU0722* NAVD 88     -       373.96   (+/-2cm)    1226.9    (feet)  VERTCON   
 DU0722  ___________________________________________________________________
 DU0722  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0722
 DU0722.The horizontal coordinates were scaled from a topographic map and have
 DU0722.an estimated accuracy of +/- 6 seconds.
 DU0722
 DU0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0722.The vertical order pertains to the NGVD 29 superseded value.
 DU0722
 DU0722.The geoid height was determined by GEOID03.
 DU0722
 DU0722;                    North         East    Units  Estimated Accuracy
 DU0722;SPC AZ C     -   254,870.      222,490.      MT  (+/- 180 meters Scaled)
 DU0722
 DU0722                          SUPERSEDED SURVEY CONTROL
 DU0722
 DU0722  NGVD 29 (??/??/92)  373.438  (m)         1225.19   (f) ADJ UNCH    2 0
 DU0722
 DU0722.Superseded values are not recommended for survey control.
 DU0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0722.See file dsdata.txt to determine how the superseded data were derived.
 DU0722
 DU0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB237846(NAD 83)
 DU0722_MARKER: DB = BENCH MARK DISK
 DU0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0722_STAMPING: W 276 1948
 DU0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0722+STABILITY: SURFACE MOTION
 DU0722
 DU0722  HISTORY     - Date     Condition        Report By
 DU0722  HISTORY     - 1948     MONUMENTED       CGS
 DU0722  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 DU0722
 DU0722                          STATION DESCRIPTION
 DU0722
 DU0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0722'1.1 MI E FROM CHANDLER.
 DU0722'0.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0722'STATION AT CHANDLER, THENCE 1.1 MILES EAST, 76.0 FEET SOUTH OF THE
 DU0722'CENTER LINE OF AN IRRIGATION DITCH, 41.4 FEET WEST OF THE WEST EDGE OF
 DU0722'A FIELD USED AS A LANDING STRIP, 15.5 FEET WEST OF THE SOUTHWEST
 DU0722'CORNER OF A SHED USED AS A HANGAR, ABOUT LEVEL WITH THE DRIVEWAY, SET
 DU0722'IN THE TOP AND IN THE SOUTHWEST CORNER OF A 18 INCH SQUARE CONCRETE
 DU0722'POST USED AS THE BASE FOR A BRACE ON THE HANGAR.
 DU0722
 DU0722                          STATION RECOVERY (2006)
 DU0722
 DU0722'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0722'THE AIRSTRIP IS GONE, NOW A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0983 ***********************************************************************
 CZ0983  DESIGNATION -  W 277
 CZ0983  PID         -  CZ0983
 CZ0983  STATE/COUNTY-  AZ/PINAL
 CZ0983  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0983
 CZ0983                         *CURRENT SURVEY CONTROL
 CZ0983  ___________________________________________________________________
 CZ0983* NAD 83(1986)-  32 54 48.     (N)    111 48 58.     (W)     SCALED    
 CZ0983* NAVD 88     -       409.204  (meters)    1342.53   (feet)  ADJUSTED  
 CZ0983  ___________________________________________________________________
 CZ0983  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ0983  DYNAMIC HT  -         408.706 (meters)    1340.90  (feet)  COMP
 CZ0983  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 CZ0983  OBS GRAVITY -     979,410.2   (mgal)                       GRAV_OBS
 CZ0983
 CZ0983  VERT ORDER  -  FIRST     CLASS II
 CZ0983
 CZ0983.The horizontal coordinates were scaled from a topographic map and have
 CZ0983.an estimated accuracy of +/- 6 seconds.
 CZ0983
 CZ0983.The orthometric height was determined by differential leveling
 CZ0983.and adjusted in June 1991.
 CZ0983
 CZ0983.The geoid height was determined by GEOID03.
 CZ0983
 CZ0983.The dynamic height is computed by dividing the NAVD 88
 CZ0983.geopotential number by the normal gravity value computed on the
 CZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0983.degrees latitude (g = 980.6199 gals.).
 CZ0983
 CZ0983.The modeled gravity was interpolated from observed gravity values.
 CZ0983.The observed gravity was obtained from relative gravimeter ties
 CZ0983.to the IGSN71 gravity network.
 CZ0983
 CZ0983;                    North         East    Units  Estimated Accuracy
 CZ0983;SPC AZ C     -   212,150.      222,770.      MT  (+/- 180 meters Scaled)
 CZ0983
 CZ0983                          SUPERSEDED SURVEY CONTROL
 CZ0983
 CZ0983  NGVD 29 (??/??/92)  408.602  (m)         1340.56   (f) ADJ UNCH    1 2
 CZ0983
 CZ0983.Superseded values are not recommended for survey control.
 CZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0983.See file dsdata.txt to determine how the superseded data were derived.
 CZ0983
 CZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB236419(NAD 83)
 CZ0983_MARKER: DB = BENCH MARK DISK
 CZ0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0983_SP_SET: ABUTMENT
 CZ0983_STAMPING: W 277 1948
 CZ0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0983+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 CZ0983
 CZ0983  HISTORY     - Date     Condition        Report By
 CZ0983  HISTORY     - 1948     MONUMENTED       CGS
 CZ0983  HISTORY     - 1967     GOOD             NGS
 CZ0983  HISTORY     - 1968     GOOD             NGS
 CZ0983  HISTORY     - 1980     GOOD             NGS
 CZ0983  HISTORY     - 1980     GOOD             NGS
 CZ0983  HISTORY     - 20060807 GOOD             GEOCAC
 CZ0983
 CZ0983                          STATION DESCRIPTION
 CZ0983
 CZ0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0983'4.45 MI NW FROM CASA GRANDE.
 CZ0983'ABOUT 4.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0983'THE STATION AT CASA GRANDE, IN S 10, T 6 S, R 5 E, 15 1/2 POLES
 CZ0983'SOUTHEAST OF MILEPOST 914, 5 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 CZ0983'OF THE TRACKS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CZ0983'ABUTMENT OF RAILROAD BRIDGE NUMBER 914.48, AND ABOUT 2 FEET BELOW THE
 CZ0983'LEVEL OF THE TRACKS.
 CZ0983
 CZ0983                          STATION RECOVERY (1968)
 CZ0983
 CZ0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0983'RECOVERED IN GOOD CONDITION.
 CZ0983
 CZ0983                          STATION RECOVERY (1980)
 CZ0983
 CZ0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0983'RECOVERED IN GOOD CONDITION.
 CZ0983
 CZ0983                          STATION RECOVERY (1980)
 CZ0983
 CZ0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0983'RECOVERED IN GOOD CONDITION.
 CZ0983
 CZ0983                          STATION RECOVERY (2006)
 CZ0983
 CZ0983'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0303 ***********************************************************************
 DV0303  DESIGNATION -  W 279
 DV0303  PID         -  DV0303
 DV0303  STATE/COUNTY-  AZ/MARICOPA
 DV0303  USGS QUAD   -  MOBILE (1978)
 DV0303
 DV0303                         *CURRENT SURVEY CONTROL
 DV0303  ___________________________________________________________________
 DV0303* NAD 83(1986)-  33 02 36.     (N)    112 19 04.     (W)     SCALED    
 DV0303* NAVD 88     -       421.513  (meters)    1382.91   (feet)  ADJUSTED  
 DV0303  ___________________________________________________________________
 DV0303  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DV0303  DYNAMIC HT  -         421.004 (meters)    1381.24  (feet)  COMP
 DV0303  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 DV0303
 DV0303  VERT ORDER  -  FIRST     CLASS II
 DV0303
 DV0303.The horizontal coordinates were scaled from a topographic map and have
 DV0303.an estimated accuracy of +/- 6 seconds.
 DV0303
 DV0303.The orthometric height was determined by differential leveling
 DV0303.and adjusted in June 1991.
 DV0303
 DV0303.The geoid height was determined by GEOID03.
 DV0303
 DV0303.The dynamic height is computed by dividing the NAVD 88
 DV0303.geopotential number by the normal gravity value computed on the
 DV0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0303.degrees latitude (g = 980.6199 gals.).
 DV0303
 DV0303.The modeled gravity was interpolated from observed gravity values.
 DV0303
 DV0303;                    North         East    Units  Estimated Accuracy
 DV0303;SPC AZ C     -   226,630.      175,900.      MT  (+/- 180 meters Scaled)
 DV0303
 DV0303                          SUPERSEDED SURVEY CONTROL
 DV0303
 DV0303  NGVD 29 (??/??/92)  420.898  (m)         1380.90   (f) ADJ UNCH    1 2
 DV0303
 DV0303.Superseded values are not recommended for survey control.
 DV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0303.See file dsdata.txt to determine how the superseded data were derived.
 DV0303
 DV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB769568(NAD 83)
 DV0303_MARKER: DB = BENCH MARK DISK
 DV0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0303_SP_SET: ABUTMENT
 DV0303_STAMPING: W 279 1948
 DV0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0303+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0303
 DV0303  HISTORY     - Date     Condition        Report By
 DV0303  HISTORY     - 1948     MONUMENTED       CGS
 DV0303  HISTORY     - 1967     GOOD             NGS
 DV0303  HISTORY     - 1980     GOOD             NGS
 DV0303  HISTORY     - 1980     GOOD             NGS
 DV0303  HISTORY     - 19941202 GOOD             USPSQD
 DV0303  HISTORY     - 20070321 GOOD             GEOCAC
 DV0303
 DV0303                          STATION DESCRIPTION
 DV0303
 DV0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0303'2.8 MI W FROM MOBILE.
 DV0303'ABOUT 2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0303'STATION AT MOBILE, IN S 36, T 5 S, R 1 W, 0.6 MILE WEST OF MILEPOST
 DV0303'882, 6 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET IN THE
 DV0303'BOTTOM OF AN 0.8 FOOT DEEP, 5 X 5-INCH HOLE IN THE NORTH END OF THE
 DV0303'WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 881.45, 32 FEET SOUTH
 DV0303'OF TELEPHONE POLE NUMBER 15-F, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 DV0303'TRACKS.
 DV0303
 DV0303                          STATION RECOVERY (1980)
 DV0303
 DV0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0303'RECOVERED IN GOOD CONDITION.
 DV0303
 DV0303                          STATION RECOVERY (1980)
 DV0303
 DV0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0303'RECOVERED IN GOOD CONDITION.
 DV0303
 DV0303                          STATION RECOVERY (1994)
 DV0303
 DV0303'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0303'RECOVERED IN GOOD CONDITION.
 DV0303
 DV0303                          STATION RECOVERY (2007)
 DV0303
 DV0303'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0088 ***********************************************************************
 ET0088  DESIGNATION -  W 28
 ET0088  PID         -  ET0088
 ET0088  STATE/COUNTY-  AZ/YAVAPAI
 ET0088  USGS QUAD   -  CLARKDALE (1973)
 ET0088
 ET0088                         *CURRENT SURVEY CONTROL
 ET0088  ___________________________________________________________________
 ET0088* NAD 83(1986)-  34 45 04.     (N)    112 06 21.     (W)     SCALED    
 ET0088* NAVD 88     -      1491.249  (meters)    4892.54   (feet)  POSTED    
 ET0088  ___________________________________________________________________
 ET0088  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 ET0088  DYNAMIC HT  -        1489.270 (meters)    4886.05  (feet)  COMP
 ET0088  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 ET0088
 ET0088  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0088
 ET0088.The horizontal coordinates were scaled from a topographic map and have
 ET0088.an estimated accuracy of +/- 6 seconds.
 ET0088
 ET0088.The orthometric height was determined by differential leveling
 ET0088.and adjusted in November 2005.
 ET0088.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0088.rate of 1.1 thru 2.0 mm/km.
 ET0088
 ET0088.The geoid height was determined by GEOID03.
 ET0088
 ET0088.The dynamic height is computed by dividing the NAVD 88
 ET0088.geopotential number by the normal gravity value computed on the
 ET0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0088.degrees latitude (g = 980.6199 gals.).
 ET0088
 ET0088.The modeled gravity was interpolated from observed gravity values.
 ET0088
 ET0088;                    North         East    Units  Estimated Accuracy
 ET0088;SPC AZ C     -   415,980.      196,040.      MT  (+/- 180 meters Scaled)
 ET0088
 ET0088                          SUPERSEDED SURVEY CONTROL
 ET0088
 ET0088  NGVD 29 (??/??/92) 1490.439  (m)         4889.88   (f) ADJ UNCH    1 2
 ET0088
 ET0088.Superseded values are not recommended for survey control.
 ET0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0088.See file dsdata.txt to determine how the superseded data were derived.
 ET0088
 ET0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD987460(NAD 83)
 ET0088_MARKER: DB = BENCH MARK DISK
 ET0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0088_SP_SET: BUILDING
 ET0088_STAMPING: 4889.882 W 28 1933
 ET0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0088+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2007
 ET0088
 ET0088  HISTORY     - Date     Condition        Report By
 ET0088  HISTORY     - 1933     MONUMENTED       CGS
 ET0088  HISTORY     - 20070608 GOOD             GEOCAC
 ET0088
 ET0088                          STATION DESCRIPTION
 ET0088
 ET0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0088'IN JEROME.
 ET0088'JEROME HIGH SCHOOL, EAST END OF TOWN, EAST END OF RIDGE, EAST SIDE OF
 ET0088'NORTH ENTRANCE TO SCHOOL, 1 FOOT ABOVE SIDE WALK.
 ET0088
 ET0088                          STATION RECOVERY (2007)
 ET0088
 ET0088'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 ET0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0718 ***********************************************************************
 ET0718  DESIGNATION -  W 280
 ET0718  PID         -  ET0718
 ET0718  STATE/COUNTY-  AZ/LA PAZ
 ET0718  USGS QUAD   -  POWERLINE WELL (1990)
 ET0718
 ET0718                         *CURRENT SURVEY CONTROL
 ET0718  ___________________________________________________________________
 ET0718* NAD 83(1986)-  34 01 08.     (N)    113 56 07.     (W)     SCALED    
 ET0718* NAVD 88     -       375.40   (+/-2cm)    1231.6    (feet)  VERTCON   
 ET0718  ___________________________________________________________________
 ET0718  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 ET0718  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0718
 ET0718.The horizontal coordinates were scaled from a topographic map and have
 ET0718.an estimated accuracy of +/- 6 seconds.
 ET0718
 ET0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0718.The vertical order pertains to the NGVD 29 superseded value.
 ET0718
 ET0718.The geoid height was determined by GEOID03.
 ET0718
 ET0718;                    North         East    Units  Estimated Accuracy
 ET0718;SPC AZ W     -   334,780.      196,250.      MT  (+/- 180 meters Scaled)
 ET0718
 ET0718                          SUPERSEDED SURVEY CONTROL
 ET0718
 ET0718  NGVD 29 (??/??/92)  374.761  (m)         1229.53   (f) ADJ UNCH    1 2
 ET0718
 ET0718.Superseded values are not recommended for survey control.
 ET0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0718.See file dsdata.txt to determine how the superseded data were derived.
 ET0718
 ET0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC289681(NAD 83)
 ET0718_MARKER: DB = BENCH MARK DISK
 ET0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0718_STAMPING: W 280 1948
 ET0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0718+STABILITY: SURFACE MOTION
 ET0718
 ET0718  HISTORY     - Date     Condition        Report By
 ET0718  HISTORY     - 1948     MONUMENTED       CGS
 ET0718
 ET0718                          STATION DESCRIPTION
 ET0718
 ET0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0718'8.3 MI NE FROM BOUSE.
 ET0718'8.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0718'AT BOUSE, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 38.6 FEET
 ET0718'SOUTHWEST OF AN OCOTILLO SHURB, 1.8 FEET NORTHEAST OF A WHITE WOODEN
 ET0718'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD.  SET IN
 ET0718'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0709 ***********************************************************************
 DU0709  DESIGNATION -  W 281 RESET
 DU0709  PID         -  DU0709
 DU0709  STATE/COUNTY-  AZ/MARICOPA
 DU0709  USGS QUAD   -  BUCKHORN (1982)
 DU0709
 DU0709                         *CURRENT SURVEY CONTROL
 DU0709  ___________________________________________________________________
 DU0709* NAD 83(1986)-  33 24 28.     (N)    111 41 03.     (W)     SCALED    
 DU0709* NAVD 88     -       424.568  (meters)    1392.94   (feet)  ADJUSTED  
 DU0709  ___________________________________________________________________
 DU0709  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU0709  DYNAMIC HT  -         424.061 (meters)    1391.27  (feet)  COMP
 DU0709  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 DU0709
 DU0709  VERT ORDER  -  FIRST     CLASS II
 DU0709
 DU0709.The horizontal coordinates were scaled from a topographic map and have
 DU0709.an estimated accuracy of +/- 6 seconds.
 DU0709
 DU0709.The orthometric height was determined by differential leveling
 DU0709.and adjusted in November 1993.
 DU0709
 DU0709.The geoid height was determined by GEOID03.
 DU0709
 DU0709.The dynamic height is computed by dividing the NAVD 88
 DU0709.geopotential number by the normal gravity value computed on the
 DU0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0709.degrees latitude (g = 980.6199 gals.).
 DU0709
 DU0709.The modeled gravity was interpolated from observed gravity values.
 DU0709
 DU0709;                    North         East    Units  Estimated Accuracy
 DU0709;SPC AZ C     -   267,000.      234,990.      MT  (+/- 180 meters Scaled)
 DU0709
 DU0709                          SUPERSEDED SURVEY CONTROL
 DU0709
 DU0709  NAVD 88 (06/15/91)  424.621  (m)         1393.11   (f) UNKNOWN     1 2
 DU0709  NGVD 29 (??/??/92)  424.262  (m)         1391.93   (f) ADJ UNCH    1 2
 DU0709
 DU0709.Superseded values are not recommended for survey control.
 DU0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0709.See file dsdata.txt to determine how the superseded data were derived.
 DU0709
 DU0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363967(NAD 83)
 DU0709_MARKER: DB = BENCH MARK DISK
 DU0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0709_SP_SET: CONCRETE POST
 DU0709_STAMPING: W 281 RESET 1970
 DU0709_MARK LOGO: CGS   
 DU0709_PROJECTION: PROJECTING 20 CENTIMETERS
 DU0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0709+STABILITY: SURFACE MOTION
 DU0709
 DU0709  HISTORY     - Date     Condition        Report By
 DU0709  HISTORY     - 1970     MONUMENTED       NGS
 DU0709  HISTORY     - 1975     GOOD             NGS
 DU0709  HISTORY     - 1980     GOOD             NGS
 DU0709  HISTORY     - 1981     GOOD             AZDT
 DU0709  HISTORY     - 1984     GOOD             AZDT
 DU0709  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0709  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU0709
 DU0709                          STATION DESCRIPTION
 DU0709
 DU0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DU0709'12.9 MI N FROM RITTENHOUSE.
 DU0709'5.2 MILES NORTH ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO.
 DU0709'RAILROAD STATION SIGNBOARD AT RITTENHOUSE, THENCE 2 MILES WEST ALONG A
 DU0709'COUNTY ROAD, THENCE 3 MILES NORTH ALONG A COUNTY ROAD, THENCE 0.8 MILE
 DU0709'WEST ALONG THE GILA-SALT RIVER BASE LINE ROAD, THENCE 1.9 MILES NORTH
 DU0709'ALONG A COUNTY ROAD, 0.5 MILE SOUTH OF U. S. HIGHWAY 60-80-89-70.
 DU0709'ABOUT 275 FEET SOUTH OF BROADWAY, 65 FEET EAST OF THE CENTERLINE OF
 DU0709'POWER ROAD AND 70 FEET NORTH OF THE ENTRANCE OF THE GOLDEN HILLS
 DU0709'COUNTRY CLUB.  A STANDARD C AND GS BENCH MARK SET IN A 12 INCH
 DU0709'CONCRETE CYLINDER PROJECTING 1 FOOT.
 DU0709
 DU0709                          STATION RECOVERY (1975)
 DU0709
 DU0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DU0709'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89 FROM
 DU0709'DOWNTOWN MESA TO POWERS ROAD, THENCE SOUTH ON POWERS ROAD FOR 0.5
 DU0709'MILES TO THE INTERSECTION OF BROADWAY.  ABOUT 260 FEET SOUTH OF
 DU0709'BROADWAY, 65 FEET EAST OF CENTERLINE OF POWERS ROAD, 70 FEET NORTH OF
 DU0709'THE DIVIDER OF THE ROAD LEADING EAST TO THE GOLDEN HILLS COUNTRY CLUB,
 DU0709'1.5 FEET WEST OF THE EDGE OF A BUILDING AND 0.25 FEET SOUTH OF THE
 DU0709'NORTH EDGE OF THE BUILDING.  A STANDARD C AND GS BENCH MARK SET IN A
 DU0709'12 INCH CONCRETE CYLINDER PROJECTING 0.6 FEET AND MARKED BY A WITNESS
 DU0709'POST.  1/4, SEC 25, T 1N, R 6E.
 DU0709
 DU0709                          STATION RECOVERY (1980)
 DU0709
 DU0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0709'1.6 KILOMETERS (1.0 MILE) EAST ALONG U.S. HIGHWAY 60, 70, 80 AND 89
 DU0709'FROM THE POST OFFICE IN BUCKHORN, THENCE 1.0 KILOMETER (0.6 MILE)
 DU0709'SOUTH ALONG POWERS, MARK IS SET AT THE ENTRANCE TO THE GOLDEN HILLS
 DU0709'COUNTRY CLUB, 16.8 METERS (55.0 FEET) EAST OF THE CENTERLINE OF
 DU0709'NORTHBOUND LANES OF POWERS ROAD, 83.8 METERS (275.0 FEET) SOUTH OF
 DU0709'THE CENTERLINE OF BROADWAY ROAD, 17.3 METERS (58.5 FEET) NORTH OF
 DU0709'THE CENTERLINE OF THE EXIT ROAD FOR THE CLUB AND 0.4 METER (1.4 FEET)
 DU0709'WEST OF THE NORTHWEST CORNER OF THE COUNTRY CLUB ENTRANCE STRUCTURE.
 DU0709'THE MARK IS 0.3 M ABOVE POWERS ROAD.
 DU0709
 DU0709                          STATION RECOVERY (1981)
 DU0709
 DU0709'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU0709'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 0.5 MI
 DU0709'(0.80 KM) SOUTH OF THE INTERSECTION OF U.S. 60 AND POWER ROAD.  ABOUT
 DU0709'260 FT (79.25 METERS) SOUTH OF BROADWAY ROAD, 70 FT (21.33 METERS)
 DU0709'NORTH OF THE DIVIDER OF THE ROAD LEADING EAST TO THE GOLDEN HILLS
 DU0709'CLUB, 1.5 FT (0.45 METER) WEST OF A BLOCK WALL, MARKED BY A CGS
 DU0709'WITNESS SIGN, A STANDARD CGS BM DISK IN CONCRETE POST PROJECTING 0.6
 DU0709'FT (18.29 CM)
 DU0709
 DU0709                          STATION RECOVERY (1984)
 DU0709
 DU0709'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU0709'RECOVERED IN GOOD CONDITION.
 DU0709
 DU0709                          STATION RECOVERY (1992)
 DU0709
 DU0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0709'MARK NOT FOUND.
 DU0709
 DU0709                          STATION RECOVERY (2008)
 DU0709
 DU0709'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0709'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0709'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0548 ***********************************************************************
 DU0548  DESIGNATION -  W 282
 DU0548  PID         -  DU0548
 DU0548  STATE/COUNTY-  AZ/PINAL
 DU0548  USGS QUAD   -  FLORENCE (1981)
 DU0548
 DU0548                         *CURRENT SURVEY CONTROL
 DU0548  ___________________________________________________________________
 DU0548* NAD 83(1986)-  33 03 20.     (N)    111 24 57.     (W)     SCALED    
 DU0548* NAVD 88     -       456.179  (meters)    1496.65   (feet)  ADJUSTED  
 DU0548  ___________________________________________________________________
 DU0548  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU0548  DYNAMIC HT  -         455.620 (meters)    1494.81  (feet)  COMP
 DU0548  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 DU0548  OBS GRAVITY -     979,404.2   (mgal)                       GRAV_OBS
 DU0548
 DU0548  VERT ORDER  -  FIRST     CLASS II
 DU0548
 DU0548.The horizontal coordinates were scaled from a topographic map and have
 DU0548.an estimated accuracy of +/- 6 seconds.
 DU0548
 DU0548.The orthometric height was determined by differential leveling
 DU0548.and adjusted in November 1993.
 DU0548
 DU0548.The geoid height was determined by GEOID03.
 DU0548
 DU0548.The dynamic height is computed by dividing the NAVD 88
 DU0548.geopotential number by the normal gravity value computed on the
 DU0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0548.degrees latitude (g = 980.6199 gals.).
 DU0548
 DU0548.The modeled gravity was interpolated from observed gravity values.
 DU0548.The observed gravity was obtained from relative gravimeter ties
 DU0548.to the IGSN71 gravity network.
 DU0548
 DU0548;                    North         East    Units  Estimated Accuracy
 DU0548;SPC AZ C     -   228,020.      260,130.      MT  (+/- 180 meters Scaled)
 DU0548
 DU0548                          SUPERSEDED SURVEY CONTROL
 DU0548
 DU0548  NGVD 29 (??/??/92)  455.601  (m)         1494.75   (f) ADJ UNCH    1 2
 DU0548
 DU0548.Superseded values are not recommended for survey control.
 DU0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0548.See file dsdata.txt to determine how the superseded data were derived.
 DU0548
 DU0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB611575(NAD 83)
 DU0548_MARKER: DB = BENCH MARK DISK
 DU0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0548_SP_SET: CONCRETE POST
 DU0548_STAMPING: W 282 1948
 DU0548_MARK LOGO: CGS   
 DU0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0548+STABILITY: SURFACE MOTION
 DU0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0548+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2007
 DU0548
 DU0548  HISTORY     - Date     Condition        Report By
 DU0548  HISTORY     - 1948     MONUMENTED       CGS
 DU0548  HISTORY     - 1967     GOOD             NGS
 DU0548  HISTORY     - 19920110 GOOD             NGS
 DU0548  HISTORY     - 20071226 GOOD             GEOCAC
 DU0548
 DU0548                          STATION DESCRIPTION
 DU0548
 DU0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0548'4.6 MI NW FROM FLORENCE.
 DU0548'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0548'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0548'89 BUSINESS ROUTE, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 80-89,
 DU0548'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 2.0 MILES WEST ALONG
 DU0548'THE SOUTHERN PACIFIC RAILROAD, IN S 27, T 4 S, R 9 E, 30 FEET SOUTH OF
 DU0548'THE SOUTH RAIL OF THE TRACKS, 56 FEET NORTH OF THE CENTER LINE OF HUNT
 DU0548'HIGHWAY, 78 FEET EAST OF MILEPOST 957, 1.4 FEET EAST OF A METAL
 DU0548'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET
 DU0548'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0548
 DU0548                          STATION RECOVERY (1992)
 DU0548
 DU0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0548'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0548'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0548'THENCE 3.9 KM (2.40 MI) WESTERLY ALONG HUNT HIGHWAY, 36.0 M (118.1
 DU0548'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 23.6 M (77.4 FT) EAST OF
 DU0548'RAILROAD MILEPOST 957, 9.2 M (30.2 FT) SOUTH OF THE NEAR RAIL OF THE
 DU0548'SOUTHERN PACIFIC RAILROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 DU0548'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 DU0548'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DU0548
 DU0548                          STATION RECOVERY (2007)
 DU0548
 DU0548'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0566 ***********************************************************************
 DU0566  DESIGNATION -  W 283
 DU0566  PID         -  DU0566
 DU0566  STATE/COUNTY-  AZ/PINAL
 DU0566  USGS QUAD   -  FLORENCE (1981)
 DU0566
 DU0566                         *CURRENT SURVEY CONTROL
 DU0566  ___________________________________________________________________
 DU0566* NAD 83(1986)-  33 03 22.     (N)    111 25 59.     (W)     SCALED    
 DU0566* NAVD 88     -       454.33   (+/-2cm)    1490.6    (feet)  VERTCON   
 DU0566  ___________________________________________________________________
 DU0566  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU0566  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0566
 DU0566.The horizontal coordinates were scaled from a topographic map and have
 DU0566.an estimated accuracy of +/- 6 seconds.
 DU0566
 DU0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0566.The vertical order pertains to the NGVD 29 superseded value.
 DU0566
 DU0566.The geoid height was determined by GEOID03.
 DU0566
 DU0566;                    North         East    Units  Estimated Accuracy
 DU0566;SPC AZ C     -   228,080.      258,520.      MT  (+/- 180 meters Scaled)
 DU0566
 DU0566                          SUPERSEDED SURVEY CONTROL
 DU0566
 DU0566  NGVD 29 (??/??/92)  453.757  (m)         1488.70   (f) ADJ UNCH    1 2
 DU0566
 DU0566.Superseded values are not recommended for survey control.
 DU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0566.See file dsdata.txt to determine how the superseded data were derived.
 DU0566
 DU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB595575(NAD 83)
 DU0566_MARKER: DB = BENCH MARK DISK
 DU0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0566_STAMPING: W 283 1949
 DU0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0566+STABILITY: SURFACE MOTION
 DU0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0566+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2007
 DU0566
 DU0566  HISTORY     - Date     Condition        Report By
 DU0566  HISTORY     - 1949     MONUMENTED       CGS
 DU0566  HISTORY     - 1977     GOOD             USGS
 DU0566  HISTORY     - 20071226 GOOD             GEOCAC
 DU0566
 DU0566                          STATION DESCRIPTION
 DU0566
 DU0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DU0566'3.1 MI W FROM FLORENCE.
 DU0566'3.1 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD SPUR TRACK
 DU0566'LEADING TO COOLIDGE FROM FLORENCE, 0.6 MILE WEST OF FLORENCE JUNCTION,
 DU0566'ABOUT 82 YARDS EAST OF THE CENTER LINE OF A DRY WASH, 41 FEET SOUTH OF
 DU0566'THE CENTER LINE OF AN ABANDONED RAILROAD TRACK, ABOUT 1 FOOT BELOW THE
 DU0566'SURFACE OF THE TRACK, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.
 DU0566'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 DU0566'NOTE-- RR MENTIONED IN DESCRIPTION HAS BEEN ABANDONED AND TRACKS NO
 DU0566'LONGER EXIST.
 DU0566
 DU0566                          STATION RECOVERY (1977)
 DU0566
 DU0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0566'FLORENCE, 1.7 MI N. OF JUNCTION OF STATE ROUTE 287 AT, ALONG U.S.
 DU0566'HWY. 80 AND 89, THENCE 3.4 MI W. ALONG HUNT HWY., ABOUT 250 FT E. OF
 DU0566'DRY WASH, 90 FT N. OF CENTERLINE OF HUNT HWY., 41 FT S. OF CENTERLINE
 DU0566'OF OLD RR. GRADE. SET IN TOP OF CONCRETE POST PROJECTING 8 IN. ABOVE
 DU0566'GROUND. NGS BRONZE DISK STAMPED W 283 1949.
 DU0566
 DU0566                          STATION RECOVERY (2007)
 DU0566
 DU0566'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0566'THE PUBLISHED CO-ORDINATES ARE CONSIDERABLY OFF TO THE EAST. HAND-HELD
 DU0566'GPS CO-ORDINATES ARE N33  03.356 W111  26.187.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0207 ***********************************************************************
 DV0207  DESIGNATION -  W 284
 DV0207  PID         -  DV0207
 DV0207  STATE/COUNTY-  AZ/MARICOPA
 DV0207  USGS QUAD   -  GLENDALE (1982)
 DV0207
 DV0207                         *CURRENT SURVEY CONTROL
 DV0207  ___________________________________________________________________
 DV0207* NAD 83(1986)-  33 34 54.     (N)    112 10 06.     (W)     SCALED    
 DV0207* NAVD 88     -       368.38   (+/-2cm)    1208.6    (feet)  VERTCON   
 DV0207  ___________________________________________________________________
 DV0207  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DV0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0207
 DV0207.The horizontal coordinates were scaled from a topographic map and have
 DV0207.an estimated accuracy of +/- 6 seconds.
 DV0207
 DV0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0207.The vertical order pertains to the NGVD 29 superseded value.
 DV0207
 DV0207.The geoid height was determined by GEOID03.
 DV0207
 DV0207;                    North         East    Units  Estimated Accuracy
 DV0207;SPC AZ C     -   286,290.      190,000.      MT  (+/- 180 meters Scaled)
 DV0207
 DV0207                          SUPERSEDED SURVEY CONTROL
 DV0207
 DV0207  NGVD 29 (??/??/92)  367.834  (m)         1206.80   (f) ADJ UNCH    2 0
 DV0207
 DV0207.Superseded values are not recommended for survey control.
 DV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0207.See file dsdata.txt to determine how the superseded data were derived.
 DV0207
 DV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC915163(NAD 83)
 DV0207_MARKER: DB = BENCH MARK DISK
 DV0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0207_STAMPING: W 284 1949
 DV0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0207+STABILITY: SURFACE MOTION
 DV0207
 DV0207  HISTORY     - Date     Condition        Report By
 DV0207  HISTORY     - 1949     MONUMENTED       CGS
 DV0207  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 DV0207  HISTORY     - 20080506 MARK NOT FOUND   GEOCAC
 DV0207
 DV0207                          STATION DESCRIPTION
 DV0207
 DV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV0207'12.8 MI NW FROM PHOENIX.
 DV0207'6.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0207'FROM THE UNION STATION AT PHOENIX, THENCE 4.9 MILES NORTH ALONG THE
 DV0207'BLACK CANYON ROAD, THENCE 1 MILE WEST ALONG A COUNTY ROAD.  95 FEET
 DV0207'SOUTHEAST OF THE CENTER LINE OF THE INTERSECTION OF NORTH-AND-SOUTH
 DV0207'AND EAST-AND-WEST SECTION-LINE ROADS, 92 FEET EAST OF THE CENTER LINE
 DV0207'OF THE NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE
 DV0207'EAST-AND-WEST ROAD, 11 FEET WEST OF A POLE, ABOUT 1 FOOT ABOVE THE
 DV0207'SURFACE OF THE EAST-AND-WEST ROAD, AND 2.4 FEET EAST OF A WHITE WOODEN
 DV0207'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 DV0207'ABOVE GROUND.
 DV0207
 DV0207                          STATION RECOVERY (2004)
 DV0207
 DV0207'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 DV0207'NOT FOUND, CONCRETE 50' IN ALL DIRECTIONS.
 DV0207
 DV0207                          STATION RECOVERY (2008)
 DV0207
 DV0207'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0207'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0207'MARK. THE DESCRIBED LOCATION IS IN THE PARKING AREA OF A CIRCLE-K
 DV0207'CONVENIENCE STORE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0661 ***********************************************************************
 ET0661  DESIGNATION -  W 285
 ET0661  PID         -  ET0661
 ET0661  STATE/COUNTY-  AZ/MOHAVE
 ET0661  USGS QUAD   -  SIGNAL (1990)
 ET0661
 ET0661                         *CURRENT SURVEY CONTROL
 ET0661  ___________________________________________________________________
 ET0661* NAD 83(1986)-  34 27 09.     (N)    113 43 03.     (W)     SCALED    
 ET0661* NAVD 88     -       665.685  (meters)    2184.00   (feet)  ADJUSTED  
 ET0661  ___________________________________________________________________
 ET0661  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 ET0661  DYNAMIC HT  -         664.910 (meters)    2181.46  (feet)  COMP
 ET0661  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 ET0661
 ET0661  VERT ORDER  -  FIRST     CLASS II
 ET0661
 ET0661.The horizontal coordinates were scaled from a topographic map and have
 ET0661.an estimated accuracy of +/- 6 seconds.
 ET0661
 ET0661.The orthometric height was determined by differential leveling
 ET0661.and adjusted in June 1991.
 ET0661
 ET0661.The geoid height was determined by GEOID03.
 ET0661
 ET0661.The dynamic height is computed by dividing the NAVD 88
 ET0661.geopotential number by the normal gravity value computed on the
 ET0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0661.degrees latitude (g = 980.6199 gals.).
 ET0661
 ET0661.The modeled gravity was interpolated from observed gravity values.
 ET0661
 ET0661;                    North         East    Units  Estimated Accuracy
 ET0661;SPC AZ W     -   382,860.      216,350.      MT  (+/- 180 meters Scaled)
 ET0661
 ET0661                          SUPERSEDED SURVEY CONTROL
 ET0661
 ET0661  NGVD 29 (??/??/92)  664.965  (m)         2181.64   (f) ADJ UNCH    1 2
 ET0661
 ET0661.Superseded values are not recommended for survey control.
 ET0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0661.See file dsdata.txt to determine how the superseded data were derived.
 ET0661
 ET0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD503156(NAD 83)
 ET0661_MARKER: DB = BENCH MARK DISK
 ET0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0661_STAMPING: W 285 1950
 ET0661_MARK LOGO: CGS   
 ET0661_PROJECTION: RECESSED 15 CENTIMETERS
 ET0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0661+STABILITY: SURFACE MOTION
 ET0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0661+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0661
 ET0661  HISTORY     - Date     Condition        Report By
 ET0661  HISTORY     - 1950     MONUMENTED       CGS
 ET0661  HISTORY     - 1981     GOOD             NGS
 ET0661  HISTORY     - 19870504 GOOD             USGS
 ET0661  HISTORY     - 20010122 GOOD             AZ-015
 ET0661
 ET0661                          STATION DESCRIPTION
 ET0661
 ET0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0661'40.9 MI SE FROM YUCCA.
 ET0661'40.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0661'AT YUCCA, 0.6 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING
 ET0661'WEST TO MCCRACKEN MINE, 86 FEET EAST OF THE CENTER OF THE JUNCTION OF
 ET0661'A COUNTY GRADED ROAD LEADING NORTHEAST TO SIGNAL, 76.0 FEET SOUTHEAST
 ET0661'OF AND ACROSS THE ROAD FROM A SIGN READING KINGMAN 65 YUCCA 42, 63
 ET0661'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.6 FEET NORTH OF A
 ET0661'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 ET0661'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ET0661
 ET0661                          STATION RECOVERY (1981)
 ET0661
 ET0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0661'62.6 KM (38.9 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0661'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 1.9 KM (1.2 MI) SOUTHEAST ALONG
 ET0661'OLD ALAMO ROAD, SET IN THE EAST CORNER OF THE JUNCTION OF FIVE DIRT
 ET0661'ROADS, 25.6 METERS (84.0 FT) EAST OF THE CENTERLINE OF OLD ALAMO ROAD,
 ET0661'18.6 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD
 ET0661'LEADING NORTHEAST, 1.2 METERS (4.0 FT) SOUTH OF THE EXTENDED
 ET0661'CENTERLINE OF A DIRT ROAD LEADING WEST, 1.1 METERS (3.7 FT) NORTH OF A
 ET0661'WOODEN WITNESS POST.
 ET0661'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 ET0661'THE MARK IS 0.8 M BELOW THE ROAD.
 ET0661
 ET0661                          STATION RECOVERY (1987)
 ET0661
 ET0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0661'RECOVERED IN GOOD CONDITION.
 ET0661
 ET0661                          STATION RECOVERY (2001)
 ET0661
 ET0661'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0740 ***********************************************************************
 ET0740  DESIGNATION -  W 286
 ET0740  PID         -  ET0740
 ET0740  STATE/COUNTY-  AZ/MOHAVE
 ET0740  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0740
 ET0740                         *CURRENT SURVEY CONTROL
 ET0740  ___________________________________________________________________
 ET0740* NAD 83(1986)-  34 35 31.     (N)    113 33 42.     (W)     SCALED    
 ET0740* NAVD 88     -       659.076  (meters)    2162.32   (feet)  POSTED    
 ET0740  ___________________________________________________________________
 ET0740  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 ET0740  DYNAMIC HT  -         658.310 (meters)    2159.81  (feet)  COMP
 ET0740  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 ET0740
 ET0740  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0740
 ET0740.The horizontal coordinates were scaled from a topographic map and have
 ET0740.an estimated accuracy of +/- 6 seconds.
 ET0740
 ET0740.The orthometric height was determined by differential leveling
 ET0740.and adjusted in November 2005.
 ET0740.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0740.rate of 2.1 thru 3.0 mm/km.
 ET0740
 ET0740.The geoid height was determined by GEOID03.
 ET0740
 ET0740.The dynamic height is computed by dividing the NAVD 88
 ET0740.geopotential number by the normal gravity value computed on the
 ET0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0740.degrees latitude (g = 980.6199 gals.).
 ET0740
 ET0740.The modeled gravity was interpolated from observed gravity values.
 ET0740
 ET0740;                    North         East    Units  Estimated Accuracy
 ET0740;SPC AZ W     -   398,340.      230,640.      MT  (+/- 180 meters Scaled)
 ET0740
 ET0740                          SUPERSEDED SURVEY CONTROL
 ET0740
 ET0740  NGVD 29 (??/??/92)  658.371  (m)         2160.01   (f) ADJ UNCH    1 2
 ET0740
 ET0740.Superseded values are not recommended for survey control.
 ET0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0740.See file dsdata.txt to determine how the superseded data were derived.
 ET0740
 ET0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD650307(NAD 83)
 ET0740_MARKER: DB = BENCH MARK DISK
 ET0740_SETTING: 66 = SET IN ROCK OUTCROP
 ET0740_SP_SET: GRANITE OUTCROP
 ET0740_STAMPING: W 286 1950
 ET0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0740+STABILITY: POSITION/ELEVATION WELL
 ET0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0740+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0740
 ET0740  HISTORY     - Date     Condition        Report By
 ET0740  HISTORY     - 1950     MONUMENTED       CGS
 ET0740  HISTORY     - 1967     GOOD             USGS
 ET0740  HISTORY     - 20010122 GOOD             AZ-015
 ET0740
 ET0740                          STATION DESCRIPTION
 ET0740
 ET0740'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0740'11.2 MI NE FROM SIGNAL.
 ET0740'11.2 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE CROSSROAD
 ET0740'INTERSECTION AT SIGNAL, 11.3 MILES SOUTH OF WIKIEUP, AT THE SUMMIT OF
 ET0740'A GRADE, 118 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIM
 ET0740'TRACK ROAD LEADING SOUTHEAST TO ADELA MINE, 63 FEET SOUTHWEST OF A
 ET0740'PROMINENT LARGE ROUND BOULDER ON THE EAST EDGE OF THE ROAD, ON THE
 ET0740'NORTH SIDE OF A SMALL WASH, IN THE TOP OF A LARGE GRANITE OUTCROP, 20
 ET0740'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 1/2 FEET HIGHER
 ET0740'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.  NOTE-- TO
 ET0740'REACH FROM WIKIEUP POST OFFICE DRIVE 7.8 MILE SOUTH ALONG HIGHWAY NO.
 ET0740'93 TO SIGNAL ROAD HEADING SW.  TURN RIGHT AT SIGNAL ROAD AND GO 2.9
 ET0740'MILES TO TOP OF GRADE AND T ROAD.  TURN RIGHT AT T ROAD AND GO 0.15
 ET0740'MILE TO STATION.
 ET0740
 ET0740                          STATION RECOVERY (2001)
 ET0740
 ET0740'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0740'IN GRANITE BOULDER, NOT GOOD FOR GPS OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0608 ***********************************************************************
 ET0608  DESIGNATION -  W 287
 ET0608  PID         -  ET0608
 ET0608  STATE/COUNTY-  AZ/MOHAVE
 ET0608  USGS QUAD   -  KAISER SPRING (1980)
 ET0608
 ET0608                         *CURRENT SURVEY CONTROL
 ET0608  ___________________________________________________________________
 ET0608* NAD 83(1986)-  34 34 52.     (N)    113 23 14.     (W)     SCALED    
 ET0608* NAVD 88     -       771.634  (meters)    2531.60   (feet)  POSTED    
 ET0608  ___________________________________________________________________
 ET0608  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0608  DYNAMIC HT  -         770.710 (meters)    2528.57  (feet)  COMP
 ET0608  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 ET0608
 ET0608  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0608
 ET0608.The horizontal coordinates were scaled from a topographic map and have
 ET0608.an estimated accuracy of +/- 6 seconds.
 ET0608
 ET0608.The orthometric height was determined by differential leveling
 ET0608.and adjusted in November 2005.
 ET0608.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0608.rate of 2.1 thru 3.0 mm/km.
 ET0608
 ET0608.The geoid height was determined by GEOID03.
 ET0608
 ET0608.The dynamic height is computed by dividing the NAVD 88
 ET0608.geopotential number by the normal gravity value computed on the
 ET0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0608.degrees latitude (g = 980.6199 gals.).
 ET0608
 ET0608.The modeled gravity was interpolated from observed gravity values.
 ET0608
 ET0608;                    North         East    Units  Estimated Accuracy
 ET0608;SPC AZ W     -   397,180.      246,640.      MT  (+/- 180 meters Scaled)
 ET0608
 ET0608                          SUPERSEDED SURVEY CONTROL
 ET0608
 ET0608  NGVD 29 (??/??/92)  770.913  (m)         2529.24   (f) ADJ UNCH    1 2
 ET0608
 ET0608.Superseded values are not recommended for survey control.
 ET0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0608.See file dsdata.txt to determine how the superseded data were derived.
 ET0608
 ET0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD810291(NAD 83)
 ET0608_MARKER: DB = BENCH MARK DISK
 ET0608_SETTING: 80 = SET IN A BOULDER
 ET0608_SP_SET: SMALL BOULDER
 ET0608_STAMPING: W 287 1950
 ET0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0608+STABILITY: SURFACE MOTION
 ET0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0608+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0608
 ET0608  HISTORY     - Date     Condition        Report By
 ET0608  HISTORY     - 1950     MONUMENTED       CGS
 ET0608  HISTORY     - 1975     GOOD             USGS
 ET0608  HISTORY     - 20081130 GOOD             GEOCAC
 ET0608
 ET0608                          STATION DESCRIPTION
 ET0608
 ET0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0608'21.9 MI SE FROM WIKIEUP.
 ET0608'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0608'WIKIEUP, THENCE 14.5 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT A
 ET0608'POINT WHERE THE PARKER-BAGDAD POWER LINE CROSSES THE ROAD, IN THE TOP
 ET0608'OF A SMALL BOULDER, 92 FEET SOUTH OF THE SOUTH ONE OF TWIN POWER LINE
 ET0608'POLES NUMBERS 410, 60 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET
 ET0608'EAST OF THE TOP OF THE EAST BANK OF A DEEP DRY WASH, ABOUT 2 FEET
 ET0608'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0608
 ET0608                          STATION RECOVERY (1975)
 ET0608
 ET0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0608'WIKIEUP POST OFFICE, 8.0 MI S. OF ALONG STATE HWY. 93, THENCE 11.3 MI
 ET0608'ALONG COUNTY DIRT RD., AT POINT WHERE PARKER-BAGDAD POWER LINE
 ET0608'CROSSES. 92 FT S. OF ONE OF TWIN POWERLINE POLES NUMBERS 410, 60 FT
 ET0608'W. OF CENTERLINE OF RD., 7 FT E. OF TOP OF BANK OF DEEP DRY WASH,
 ET0608'ABOUT 2 FT HIGHER THAN RD. IN TOP OF SMALL BOULDER. NGS TABLET
 ET0608'STAMPED W 257 1950.
 ET0608
 ET0608                          STATION RECOVERY (2008)
 ET0608
 ET0608'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0608'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0608'THE DESCRIPTION - THE TWIN POWER POLES HAVE BEEN CUT DOWN AND THERE IS
 ET0608'NOW A SINGLE POWER POLE NUMBER 370. HANDHELD COORDINATES
 ET0608'34 34 52.3 (N)   113 23 14.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0342 ***********************************************************************
 ET0342  DESIGNATION -  W 288
 ET0342  PID         -  ET0342
 ET0342  STATE/COUNTY-  AZ/YAVAPAI
 ET0342  USGS QUAD   -  BISMARCK MESA (1969)
 ET0342
 ET0342                         *CURRENT SURVEY CONTROL
 ET0342  ___________________________________________________________________
 ET0342* NAD 83(1986)-  34 24 47.     (N)    112 47 01.     (W)     SCALED    
 ET0342* NAVD 88     -      1205.761  (meters)    3955.90   (feet)  POSTED    
 ET0342  ___________________________________________________________________
 ET0342  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 ET0342  DYNAMIC HT  -        1204.190 (meters)    3950.75  (feet)  COMP
 ET0342  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 ET0342
 ET0342  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0342
 ET0342.The horizontal coordinates were scaled from a topographic map and have
 ET0342.an estimated accuracy of +/- 6 seconds.
 ET0342
 ET0342.The orthometric height was determined by differential leveling
 ET0342.and adjusted in November 2005.
 ET0342.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0342.rate of 0.0 thru 1.0 mm/km.
 ET0342
 ET0342.The geoid height was determined by GEOID03.
 ET0342
 ET0342.The dynamic height is computed by dividing the NAVD 88
 ET0342.geopotential number by the normal gravity value computed on the
 ET0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0342.degrees latitude (g = 980.6199 gals.).
 ET0342
 ET0342.The modeled gravity was interpolated from observed gravity values.
 ET0342
 ET0342;                    North         East    Units  Estimated Accuracy
 ET0342;SPC AZ C     -   378,810.      133,660.      MT  (+/- 180 meters Scaled)
 ET0342
 ET0342                          SUPERSEDED SURVEY CONTROL
 ET0342
 ET0342  NGVD 29 (??/??/92) 1204.983  (m)         3953.35   (f) ADJ UNCH    1 2
 ET0342
 ET0342.Superseded values are not recommended for survey control.
 ET0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0342.See file dsdata.txt to determine how the superseded data were derived.
 ET0342
 ET0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD360093(NAD 83)
 ET0342_MARKER: DB = BENCH MARK DISK
 ET0342_SETTING: 80 = SET IN A BOULDER
 ET0342_SP_SET: BOULDER
 ET0342_STAMPING: W 288 1950
 ET0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0342+STABILITY: SURFACE MOTION
 ET0342
 ET0342  HISTORY     - Date     Condition        Report By
 ET0342  HISTORY     - 1950     MONUMENTED       CGS
 ET0342
 ET0342                          STATION DESCRIPTION
 ET0342
 ET0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0342'4.8 MI W FROM KIRKLAND.
 ET0342'4.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0342'THE STATION AT KIRKLAND, 13 1/2 RAILS EAST OF MILEPOLE 91 1/2, IN THE
 ET0342'TOP OF A GRANITE BOULDER, 43.9 FEET SOUTH OF THE SOUTH RAIL, 24 FEET
 ET0342'SOUTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, AND ABOUT 3 FEET HIGHER
 ET0342'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0337 ***********************************************************************
 ES0337  DESIGNATION -  W 29
 ES0337  PID         -  ES0337
 ES0337  STATE/COUNTY-  AZ/YAVAPAI
 ES0337  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0337
 ES0337                         *CURRENT SURVEY CONTROL
 ES0337  ___________________________________________________________________
 ES0337* NAD 83(1986)-  34 25 06.     (N)    111 40 01.     (W)     SCALED    
 ES0337* NAVD 88     -      1294.773  (meters)    4247.93   (feet)  ADJUSTED  
 ES0337  ___________________________________________________________________
 ES0337  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0337  DYNAMIC HT  -        1293.048 (meters)    4242.27  (feet)  COMP
 ES0337  MODELED GRAV-     979,258.9   (mgal)                       NAVD 88
 ES0337
 ES0337  VERT ORDER  -  FIRST     CLASS II
 ES0337
 ES0337.The horizontal coordinates were scaled from a topographic map and have
 ES0337.an estimated accuracy of +/- 6 seconds.
 ES0337
 ES0337.The orthometric height was determined by differential leveling
 ES0337.and adjusted in June 1991.
 ES0337
 ES0337.The geoid height was determined by GEOID03.
 ES0337
 ES0337.The dynamic height is computed by dividing the NAVD 88
 ES0337.geopotential number by the normal gravity value computed on the
 ES0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0337.degrees latitude (g = 980.6199 gals.).
 ES0337
 ES0337.The modeled gravity was interpolated from observed gravity values.
 ES0337
 ES0337;                    North         East    Units  Estimated Accuracy
 ES0337;SPC AZ C     -   379,080.      236,320.      MT  (+/- 180 meters Scaled)
 ES0337
 ES0337                          SUPERSEDED SURVEY CONTROL
 ES0337
 ES0337  NGVD 29 (??/??/92) 1294.021  (m)         4245.47   (f) ADJ UNCH    1 2
 ES0337
 ES0337.Superseded values are not recommended for survey control.
 ES0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0337.See file dsdata.txt to determine how the superseded data were derived.
 ES0337
 ES0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD387087(NAD 83)
 ES0337_MARKER: DB = BENCH MARK DISK
 ES0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0337+STABILITY: SURFACE MOTION
 ES0337
 ES0337  HISTORY     - Date     Condition        Report By
 ES0337  HISTORY     - UNK      MONUMENTED       CGS
 ES0337  HISTORY     - 1933     GOOD             NGS
 ES0337  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0337
 ES0337                          STATION DESCRIPTION
 ES0337
 ES0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0337'17.7 MI NW FROM PINE.
 ES0337'CONCRETE POST, AT SIDE OF HIGHWAY, 2.5 MILES NORTHWEST OF BOULDER
 ES0337'CREEK CONCRETE HIGHWAY BRIDGE, 1.1 MILES SOUTHEAST OF SADDLE-BACK
 ES0337'SUMMIT, ON POINT JUTTING SOUTH TOWARD GULCH, 55 FEET SOUTH OF HIGHWAY
 ES0337'CENTER-LINE.
 ES0337
 ES0337                          STATION RECOVERY (1982)
 ES0337
 ES0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0337'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0589 ***********************************************************************
 ET0589  DESIGNATION -  W 290
 ET0589  PID         -  ET0589
 ET0589  STATE/COUNTY-  AZ/YAVAPAI
 ET0589  USGS QUAD   -  BAGDAD (1986)
 ET0589
 ET0589                         *CURRENT SURVEY CONTROL
 ET0589  ___________________________________________________________________
 ET0589* NAD 83(1986)-  34 30 16.     (N)    113 09 26.     (W)     SCALED    
 ET0589* NAVD 88     -       940.726  (meters)    3086.37   (feet)  POSTED    
 ET0589  ___________________________________________________________________
 ET0589  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 ET0589  DYNAMIC HT  -         939.580 (meters)    3082.61  (feet)  COMP
 ET0589  MODELED GRAV-     979,383.3   (mgal)                       NAVD 88
 ET0589
 ET0589  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0589
 ET0589.The horizontal coordinates were scaled from a topographic map and have
 ET0589.an estimated accuracy of +/- 6 seconds.
 ET0589
 ET0589.The orthometric height was determined by differential leveling
 ET0589.and adjusted in November 2005.
 ET0589.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0589.rate of 1.1 thru 2.0 mm/km.
 ET0589
 ET0589.The geoid height was determined by GEOID03.
 ET0589
 ET0589.The dynamic height is computed by dividing the NAVD 88
 ET0589.geopotential number by the normal gravity value computed on the
 ET0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0589.degrees latitude (g = 980.6199 gals.).
 ET0589
 ET0589.The modeled gravity was interpolated from observed gravity values.
 ET0589
 ET0589;                    North         East    Units  Estimated Accuracy
 ET0589;SPC AZ C     -   389,300.       99,440.      MT  (+/- 180 meters Scaled)
 ET0589
 ET0589                          SUPERSEDED SURVEY CONTROL
 ET0589
 ET0589  NGVD 29 (??/??/92)  940.000  (m)         3083.98   (f) ADJ UNCH    1 2
 ET0589
 ET0589.Superseded values are not recommended for survey control.
 ET0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0589.See file dsdata.txt to determine how the superseded data were derived.
 ET0589
 ET0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD019202(NAD 83)
 ET0589_MARKER: DB = BENCH MARK DISK
 ET0589_SETTING: 66 = SET IN ROCK OUTCROP
 ET0589_SP_SET: GRANITE OUTCROP
 ET0589_STAMPING: W 290 1950
 ET0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0589+STABILITY: POSITION/ELEVATION WELL
 ET0589
 ET0589  HISTORY     - Date     Condition        Report By
 ET0589  HISTORY     - 1950     MONUMENTED       CGS
 ET0589
 ET0589                          STATION DESCRIPTION
 ET0589
 ET0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0589'9.2 MI SE FROM BAGDAD.
 ET0589'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0589'AT BAGDAD, THENCE 2.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT THE
 ET0589'NORTH BASE OF A ROCKY HILL, 174 FEET SOUTHWEST OF THE CENTER OF THE
 ET0589'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 68 FEET SOUTHEAST OF THE
 ET0589'CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE OUTCROP, ABOUT 4 FEET
 ET0589'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0047 ***********************************************************************
 CZ0047  DESIGNATION -  W 291 RESET
 CZ0047  PID         -  CZ0047
 CZ0047  STATE/COUNTY-  AZ/PIMA
 CZ0047  USGS QUAD   -  TUCSON (1992)
 CZ0047
 CZ0047                         *CURRENT SURVEY CONTROL
 CZ0047  ___________________________________________________________________
 CZ0047* NAD 83(1986)-  32 12 29.     (N)    110 56 38.     (W)     SCALED    
 CZ0047* NAVD 88     -       747.512  (meters)    2452.46   (feet)  ADJUSTED  
 CZ0047  ___________________________________________________________________
 CZ0047  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CZ0047  DYNAMIC HT  -         746.481 (meters)    2449.08  (feet)  COMP
 CZ0047  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 CZ0047  OBS GRAVITY -     979,234.9   (mgal)                       GRAV_OBS
 CZ0047
 CZ0047  VERT ORDER  -  FIRST     CLASS II
 CZ0047
 CZ0047.The horizontal coordinates were scaled from a topographic map and have
 CZ0047.an estimated accuracy of +/- 6 seconds.
 CZ0047
 CZ0047.The orthometric height was determined by differential leveling
 CZ0047.and adjusted in June 1991.
 CZ0047
 CZ0047.The geoid height was determined by GEOID03.
 CZ0047
 CZ0047.The dynamic height is computed by dividing the NAVD 88
 CZ0047.geopotential number by the normal gravity value computed on the
 CZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0047.degrees latitude (g = 980.6199 gals.).
 CZ0047
 CZ0047.The modeled gravity was interpolated from observed gravity values.
 CZ0047.The observed gravity was obtained from relative gravimeter ties
 CZ0047.to the IGSN71 gravity network.
 CZ0047
 CZ0047;                    North         East    Units  Estimated Accuracy
 CZ0047;SPC AZ C     -   134,350.      305,070.      MT  (+/- 180 meters Scaled)
 CZ0047
 CZ0047                          SUPERSEDED SURVEY CONTROL
 CZ0047
 CZ0047  NGVD 29 (??/??/??)  746.85   (m)         2450.3    (f) RESET       3  
 CZ0047
 CZ0047.Superseded values are not recommended for survey control.
 CZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0047.See file dsdata.txt to determine how the superseded data were derived.
 CZ0047
 CZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA052634(NAD 83)
 CZ0047_MARKER: DB = BENCH MARK DISK
 CZ0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0047_SP_SET: ABUTMENT
 CZ0047_STAMPING: W 291 RESET 1961
 CZ0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0047
 CZ0047  HISTORY     - Date     Condition        Report By
 CZ0047  HISTORY     - 1961     MONUMENTED       SPRR
 CZ0047  HISTORY     - 1979     GOOD             NGS
 CZ0047
 CZ0047                          STATION DESCRIPTION
 CZ0047
 CZ0047'DESCRIBED BY SOUTHERN PACIFIC RAILROAD 1961
 CZ0047'1.9 MI SE FROM TUCSON.
 CZ0047'THIS MARK IS LOCATED 1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ0047'COMPANY RAILROAD FROM THE STATION AT TUCSON, MEASURED AT RIGHT ANGLES
 CZ0047'NORTHERLY FROM CENTERLINE OF SOUTHERN PACIFIC COMPANY MAIN TRACK AT A
 CZ0047'POINT 1413 FEET MEASURED NORTHWESTERLY ALONG CENTERLINE OF SOUTHERN
 CZ0047'PACIFIC COMPANY MAIN TRACK FROM LOCATION OF OLD BENCH MARK, AND SET IN
 CZ0047'A CONCRETE BRIDGE ABUTMENT, RAILROAD STRUCTURE NO. 985.60, 8.50 FEET.
 CZ0047
 CZ0047                          STATION RECOVERY (1979)
 CZ0047
 CZ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0047'1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0047'RAILROAD STATION IN TUCSON, SET IN TOP OF THE NORTHEAST END OF THE
 CZ0047'SOUTHEAST CONCRETE ABUTMENT FOR RAILROAD BRIDGE 985.60, LOCATED 0.1
 CZ0047'MILE NORTHWEST OF THE 22ND STREET OVERPASS OVER THE RAILROAD, 7 FEET
 CZ0047'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK.
 CZ0047'THE MARK IS 2 FT BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0629 ***********************************************************************
 CZ0629  DESIGNATION -  W 292
 CZ0629  PID         -  CZ0629
 CZ0629  STATE/COUNTY-  AZ/PIMA
 CZ0629  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0629
 CZ0629                         *CURRENT SURVEY CONTROL
 CZ0629  ___________________________________________________________________
 CZ0629* NAD 83(1986)-  32 28 46.     (N)    111 21 20.     (W)     SCALED    
 CZ0629* NAVD 88     -       574.27   (+/-2cm)    1884.1    (feet)  VERTCON   
 CZ0629  ___________________________________________________________________
 CZ0629  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0629
 CZ0629.The horizontal coordinates were scaled from a topographic map and have
 CZ0629.an estimated accuracy of +/- 6 seconds.
 CZ0629
 CZ0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0629.The vertical order pertains to the NGVD 29 superseded value.
 CZ0629
 CZ0629.The geoid height was determined by GEOID03.
 CZ0629
 CZ0629;                    North         East    Units  Estimated Accuracy
 CZ0629;SPC AZ C     -   164,170.      266,100.      MT  (+/- 180 meters Scaled)
 CZ0629
 CZ0629                          SUPERSEDED SURVEY CONTROL
 CZ0629
 CZ0629  NGVD 29 (??/??/92)  573.780  (m)         1882.48   (f) ADJ UNCH    2 0
 CZ0629
 CZ0629.Superseded values are not recommended for survey control.
 CZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0629.See file dsdata.txt to determine how the superseded data were derived.
 CZ0629
 CZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA665936(NAD 83)
 CZ0629_MARKER: DB = BENCH MARK DISK
 CZ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0629_STAMPING: W 292 1951
 CZ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0629+STABILITY: SURFACE MOTION
 CZ0629
 CZ0629  HISTORY     - Date     Condition        Report By
 CZ0629  HISTORY     - 1951     MONUMENTED       CGS
 CZ0629
 CZ0629                          STATION DESCRIPTION
 CZ0629
 CZ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0629'12 MI SW FROM RED ROCK.
 CZ0629'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0629'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0629'ROAD, THENCE 4.2 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD TO
 CZ0629'THE COUNTY LINE AND SECTION CORNER, THENCE 1.9 MILES SOUTHEAST ALONG A
 CZ0629'DIRT ROAD, 1.2 MILES NORTHWEST OF A JUNCTION WITH THE SILVER BELL
 CZ0629'ROAD, AT AN WOODEN GATE OF A WIRE FENCE CROSSING, 45.6 FEET NORTH OF
 CZ0629'THE NORTH IRON GATE POST, 28 FEET NORTHEAST OF THE CENTER LINE OF THE
 CZ0629'ROAD, 2.1 FEET WEST OF THE FENCE, 2.3 FEET SOUTH OF THE WITNESS POST,
 CZ0629'AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0629'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0575 ***********************************************************************
 CZ0575  DESIGNATION -  W 293
 CZ0575  PID         -  CZ0575
 CZ0575  STATE/COUNTY-  AZ/PIMA
 CZ0575  USGS QUAD   -  MARANA (1992)
 CZ0575
 CZ0575                         *CURRENT SURVEY CONTROL
 CZ0575  ___________________________________________________________________
 CZ0575* NAD 83(1986)-  32 24 49.     (N)    111 14 32.     (W)     SCALED    
 CZ0575* NAVD 88     -       609.03   (+/-2cm)    1998.1    (feet)  VERTCON   
 CZ0575  ___________________________________________________________________
 CZ0575  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 CZ0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0575
 CZ0575.The horizontal coordinates were scaled from a topographic map and have
 CZ0575.an estimated accuracy of +/- 6 seconds.
 CZ0575
 CZ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0575.The vertical order pertains to the NGVD 29 superseded value.
 CZ0575
 CZ0575.The geoid height was determined by GEOID03.
 CZ0575
 CZ0575;                    North         East    Units  Estimated Accuracy
 CZ0575;SPC AZ C     -   156,930.      276,800.      MT  (+/- 180 meters Scaled)
 CZ0575
 CZ0575                          SUPERSEDED SURVEY CONTROL
 CZ0575
 CZ0575  NGVD 29 (??/??/92)  608.441  (m)         1996.19   (f) ADJ UNCH    2 0
 CZ0575
 CZ0575.Superseded values are not recommended for survey control.
 CZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0575.See file dsdata.txt to determine how the superseded data were derived.
 CZ0575
 CZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA772863(NAD 83)
 CZ0575_MARKER: DB = BENCH MARK DISK
 CZ0575_SETTING: 0 = UNSPECIFIED SETTING
 CZ0575_STAMPING: W 293 1951
 CZ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ0575
 CZ0575  HISTORY     - Date     Condition        Report By
 CZ0575  HISTORY     - 1951     MONUMENTED       CGS
 CZ0575  HISTORY     - 1967     GOOD             USGS
 CZ0575  HISTORY     - 19970129 GOOD             USPSQD
 CZ0575
 CZ0575                          STATION DESCRIPTION
 CZ0575
 CZ0575'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CZ0575'6.9 MI W FROM RILLITO.
 CZ0575'6.9 MILES WEST OF RILLITO FROM THE RAILROAD DEPOT AT RILLITO GO SOUTH
 CZ0575'ON U.S. INTERSTATE 10 FOR 1.5 MILES TO AVRA VALLEY ROAD.  TURN RIGHT
 CZ0575'(WEST) AND GO 6.0 MILES TO SANDERS ROAD.  TURN RIGHT (NORTH) AND GO
 CZ0575'0.6 MILE TO SILVERBELL ROAD.  TURN LEFT (NORTHWEST) AND GO 0.5 MILES
 CZ0575'TO BENCH MARK ON LEFT.  BM IS 48 FEET SOUTH OF THE ROAD.
 CZ0575
 CZ0575                          STATION RECOVERY (1997)
 CZ0575
 CZ0575'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0651 ***********************************************************************
 CZ0651  DESIGNATION -  W 294
 CZ0651  PID         -  CZ0651
 CZ0651  STATE/COUNTY-  AZ/PIMA
 CZ0651  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0651
 CZ0651                         *CURRENT SURVEY CONTROL
 CZ0651  ___________________________________________________________________
 CZ0651* NAD 83(1986)-  32 24 02.     (N)    111 22 19.     (W)     SCALED    
 CZ0651* NAVD 88     -       621.38   (+/-2cm)    2038.6    (feet)  VERTCON   
 CZ0651  ___________________________________________________________________
 CZ0651  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0651
 CZ0651.The horizontal coordinates were scaled from a topographic map and have
 CZ0651.an estimated accuracy of +/- 6 seconds.
 CZ0651
 CZ0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0651.The vertical order pertains to the NGVD 29 superseded value.
 CZ0651
 CZ0651.The geoid height was determined by GEOID03.
 CZ0651
 CZ0651;                    North         East    Units  Estimated Accuracy
 CZ0651;SPC AZ C     -   155,410.      264,600.      MT  (+/- 180 meters Scaled)
 CZ0651
 CZ0651                          SUPERSEDED SURVEY CONTROL
 CZ0651
 CZ0651  NGVD 29 (??/??/92)  620.825  (m)         2036.82   (f) ADJ UNCH    2 0
 CZ0651
 CZ0651.Superseded values are not recommended for survey control.
 CZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0651.See file dsdata.txt to determine how the superseded data were derived.
 CZ0651
 CZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA650848(NAD 83)
 CZ0651_MARKER: DB = BENCH MARK DISK
 CZ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0651_STAMPING: W 294 1951
 CZ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0651+STABILITY: SURFACE MOTION
 CZ0651
 CZ0651  HISTORY     - Date     Condition        Report By
 CZ0651  HISTORY     - 1951     MONUMENTED       CGS
 CZ0651
 CZ0651                          STATION DESCRIPTION
 CZ0651
 CZ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0651'21.7 MI W FROM RILLITO.
 CZ0651'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0651'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0651'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0651'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0651'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0651'TO THE MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD
 CZ0651'TO AN INTERSECTION, THENCE 2.1 MILES NORTH ALONG A DIRT ROAD, 47 FEET
 CZ0651'EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF THE WITNESS
 CZ0651'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0651'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0610 ***********************************************************************
 CZ0610  DESIGNATION -  W 295
 CZ0610  PID         -  CZ0610
 CZ0610  STATE/COUNTY-  AZ/PIMA
 CZ0610  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0610
 CZ0610                         *CURRENT SURVEY CONTROL
 CZ0610  ___________________________________________________________________
 CZ0610* NAD 83(1986)-  32 23 46.     (N)    111 25 31.     (W)     SCALED    
 CZ0610* NAVD 88     -       671.37   (+/-2cm)    2202.7    (feet)  VERTCON   
 CZ0610  ___________________________________________________________________
 CZ0610  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CZ0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0610
 CZ0610.The horizontal coordinates were scaled from a topographic map and have
 CZ0610.an estimated accuracy of +/- 6 seconds.
 CZ0610
 CZ0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0610.The vertical order pertains to the NGVD 29 superseded value.
 CZ0610
 CZ0610.The geoid height was determined by GEOID03.
 CZ0610
 CZ0610;                    North         East    Units  Estimated Accuracy
 CZ0610;SPC AZ C     -   154,890.      259,590.      MT  (+/- 180 meters Scaled)
 CZ0610
 CZ0610                          SUPERSEDED SURVEY CONTROL
 CZ0610
 CZ0610  NGVD 29 (??/??/92)  670.799  (m)         2200.78   (f) ADJ UNCH    2 0
 CZ0610
 CZ0610.Superseded values are not recommended for survey control.
 CZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0610.See file dsdata.txt to determine how the superseded data were derived.
 CZ0610
 CZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA600844(NAD 83)
 CZ0610_MARKER: DB = BENCH MARK DISK
 CZ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0610_STAMPING: W 295 1951
 CZ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0610+STABILITY: SURFACE MOTION
 CZ0610
 CZ0610  HISTORY     - Date     Condition        Report By
 CZ0610  HISTORY     - 1951     MONUMENTED       CGS
 CZ0610
 CZ0610                          STATION DESCRIPTION
 CZ0610
 CZ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0610'22.0 MI W FROM RILLITO.
 CZ0610'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0610'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0610'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.8
 CZ0610'MILES WEST ACORSS THE MARANA NO. 2 AIRPORT, ALONG THE SILVER BELL
 CZ0610'ROAD, THENCE 3.7 MILES SOUTHWEST ALONG A TRACK ROAD, 77 FEET EAST OF
 CZ0610'THE CENTER LINE OF THE MAIN ROAD, 1.9 FEET NORTH OF A WITNESS POST,
 CZ0610'AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN TOP OF A CONCRETE
 CZ0610'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0831 ***********************************************************************
 CZ0831  DESIGNATION -  W 296
 CZ0831  PID         -  CZ0831
 CZ0831  STATE/COUNTY-  AZ/PIMA
 CZ0831  USGS QUAD   -  CAT MOUNTAIN (1992)
 CZ0831
 CZ0831                         *CURRENT SURVEY CONTROL
 CZ0831  ___________________________________________________________________
 CZ0831* NAD 83(1986)-  32 09 47.     (N)    111 05 53.     (W)     SCALED    
 CZ0831* NAVD 88     -       767.87   (+/-2cm)    2519.3    (feet)  VERTCON   
 CZ0831  ___________________________________________________________________
 CZ0831  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CZ0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0831
 CZ0831.The horizontal coordinates were scaled from a topographic map and have
 CZ0831.an estimated accuracy of +/- 6 seconds.
 CZ0831
 CZ0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0831.The vertical order pertains to the NGVD 29 superseded value.
 CZ0831
 CZ0831.The geoid height was determined by GEOID03.
 CZ0831
 CZ0831;                    North         East    Units  Estimated Accuracy
 CZ0831;SPC AZ C     -   129,240.      290,570.      MT  (+/- 180 meters Scaled)
 CZ0831
 CZ0831                          SUPERSEDED SURVEY CONTROL
 CZ0831
 CZ0831  NGVD 29 (??/??/92)  767.190  (m)         2517.02   (f) ADJ UNCH    2 0
 CZ0831
 CZ0831.Superseded values are not recommended for survey control.
 CZ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0831.See file dsdata.txt to determine how the superseded data were derived.
 CZ0831
 CZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA907585(NAD 83)
 CZ0831_MARKER: DB = BENCH MARK DISK
 CZ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0831_STAMPING: W 296 1951
 CZ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0831+STABILITY: SURFACE MOTION
 CZ0831
 CZ0831  HISTORY     - Date     Condition        Report By
 CZ0831  HISTORY     - 1951     MONUMENTED       CGS
 CZ0831  HISTORY     - 1966     MARK NOT FOUND   USGS
 CZ0831  HISTORY     - 19990130 MARK NOT FOUND   USPSQD
 CZ0831
 CZ0831                          STATION DESCRIPTION
 CZ0831
 CZ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0831'8.0 MI SW FROM TUCSON.
 CZ0831'8. MILES NORTH OF THE U.S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0831'HIGHWAY 86, 0.9 MILE NORTHEAST OF SNYDER HILL, 1.7 MILES SOUTHWEST OF
 CZ0831'A T JUNCTION OF KINNEY ROAD, 67 FEET SOUTHEAST OF THE CENTER LINE OF
 CZ0831'HIGHWAY 86, 52 FEET NORTH OF A CACTUS STUMP, 27 FEET SOUTH OF A
 CZ0831'TELEPHONE POLE, 23 FEET SOUTHEAST OF A DRAINAGE DITCH, 2.1 FEET
 CZ0831'NORTHEAST OF WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD,
 CZ0831'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ0831'GROUND.
 CZ0831
 CZ0831                          STATION RECOVERY (1966)
 CZ0831
 CZ0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CZ0831'MARK NOT FOUND.
 CZ0831
 CZ0831                          STATION RECOVERY (1999)
 CZ0831
 CZ0831'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1233 ***********************************************************************
 CZ1233  DESIGNATION -  W 297
 CZ1233  PID         -  CZ1233
 CZ1233  STATE/COUNTY-  AZ/PINAL
 CZ1233  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1233
 CZ1233                         *CURRENT SURVEY CONTROL
 CZ1233  ___________________________________________________________________
 CZ1233* NAD 83(1986)-  32 35 42.     (N)    111 58 53.     (W)     SCALED    
 CZ1233* NAVD 88     -       488.25   (+/-2cm)    1601.9    (feet)  VERTCON   
 CZ1233  ___________________________________________________________________
 CZ1233  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 CZ1233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1233
 CZ1233.The horizontal coordinates were scaled from a topographic map and have
 CZ1233.an estimated accuracy of +/- 6 seconds.
 CZ1233
 CZ1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1233.The vertical order pertains to the NGVD 29 superseded value.
 CZ1233
 CZ1233.The geoid height was determined by GEOID03.
 CZ1233
 CZ1233;                    North         East    Units  Estimated Accuracy
 CZ1233;SPC AZ C     -   176,840.      207,290.      MT  (+/- 180 meters Scaled)
 CZ1233
 CZ1233                          SUPERSEDED SURVEY CONTROL
 CZ1233
 CZ1233  NGVD 29 (??/??/92)  487.638  (m)         1599.86   (f) ADJ UNCH    2 0
 CZ1233
 CZ1233.Superseded values are not recommended for survey control.
 CZ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1233.See file dsdata.txt to determine how the superseded data were derived.
 CZ1233
 CZ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB079068(NAD 83)
 CZ1233_MARKER: DB = BENCH MARK DISK
 CZ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1233_STAMPING: W 297 1951
 CZ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1233+STABILITY: SURFACE MOTION
 CZ1233
 CZ1233  HISTORY     - Date     Condition        Report By
 CZ1233  HISTORY     - 1951     MONUMENTED       CGS
 CZ1233
 CZ1233                          STATION DESCRIPTION
 CZ1233
 CZ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1233'1.9 MI NE FROM QUAJOTE.
 CZ1233'1.9 MILES NORTH ALONG A TRACK ROAD FROM THE WINDMILL AT THE INDIAN
 CZ1233'VILLAGE AT QUAJOTE, ON A MESQUITE COVERED FLAT, 41 1/2 FEET WEST OF
 CZ1233'THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A WITNESS POST, SET IN
 CZ1233'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND
 CZ1233'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0629 ***********************************************************************
 DA0629  DESIGNATION -  W 298
 DA0629  PID         -  DA0629
 DA0629  STATE/COUNTY-  AZ/MARICOPA
 DA0629  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0629
 DA0629                         *CURRENT SURVEY CONTROL
 DA0629  ___________________________________________________________________
 DA0629* NAD 83(1986)-  32 46 37.     (N)    112 33 31.     (W)     SCALED    
 DA0629* NAVD 88     -       468.15   (+/-2cm)    1535.9    (feet)  VERTCON   
 DA0629  ___________________________________________________________________
 DA0629  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DA0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0629
 DA0629.The horizontal coordinates were scaled from a topographic map and have
 DA0629.an estimated accuracy of +/- 6 seconds.
 DA0629
 DA0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0629.The vertical order pertains to the NGVD 29 superseded value.
 DA0629
 DA0629.The geoid height was determined by GEOID03.
 DA0629
 DA0629;                    North         East    Units  Estimated Accuracy
 DA0629;SPC AZ C     -   197,200.      153,220.      MT  (+/- 180 meters Scaled)
 DA0629
 DA0629                          SUPERSEDED SURVEY CONTROL
 DA0629
 DA0629  NGVD 29 (??/??/92)  467.476  (m)         1533.71   (f) ADJ UNCH    2 0
 DA0629
 DA0629.Superseded values are not recommended for survey control.
 DA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0629.See file dsdata.txt to determine how the superseded data were derived.
 DA0629
 DA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB540276(NAD 83)
 DA0629_MARKER: DB = BENCH MARK DISK
 DA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0629_STAMPING: W 298 1951
 DA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0629+STABILITY: SURFACE MOTION
 DA0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0629+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0629
 DA0629  HISTORY     - Date     Condition        Report By
 DA0629  HISTORY     - 1951     MONUMENTED       CGS
 DA0629  HISTORY     - 1980     GOOD             USGS
 DA0629  HISTORY     - 20090206 GOOD             GEOCAC
 DA0629
 DA0629                          STATION DESCRIPTION
 DA0629
 DA0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0629'16.6 MI SE FROM GILA BEND.
 DA0629'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0629'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.9 MILES SOUTH ALONG A
 DA0629'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0629'SOUTH ALONG A TRACK ROAD, THENCE 12.6 MILES SOUTHEAST ALONG A TRACK
 DA0629'ROAD, ABOUT 100 YARDS SOUTH SOUTHWEST OF A PROMINENT ROCK PROJECTION
 DA0629'WHICH FORMS THE HIGHEST POINT OF A SMALL HILL, 55 FEET NORTHWEST OF A
 DA0629'POINT WHERE THE ROAD CROSSES A SHALLOW WASH, 23 FEET NORTHEAST OF THE
 DA0629'CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST, AND SET
 DA0629'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND
 DA0629'ABOUT LEVEL WITH THE ROAD.
 DA0629
 DA0629                          STATION RECOVERY (1980)
 DA0629
 DA0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0629'FROM THE CENTER OF BUSINESS I-8 OVERRMAP AT I-8 ABOUT 2.5 MILES SE OF
 DA0629'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0629'NINEMILE WELL, HENCE PROCEED EAST AND SE ON TRACK ROAD FOR 8.3 MILES
 DA0629'TO BM ON NE. BM IS ABOUT 150 YARDS SSW OF A PROMINENT ROCK PROJECTION
 DA0629'WHICH FORMS THE HIGHEST SHALLOW POINT OF A SMALL HILL, 55 FT NW OF A
 DA0629'POINT SHERE TRACK ROAD CROSSES A SHALLOW WASH, 23 FT NE OF THE CENTER
 DA0629'OF THE ROAD, 1.8 FT NW OF A 4X4 WITNESS POST, SET IN THE TOP OF A
 DA0629'CONCRETE POST PROJECTING 0.3 FT AND ABOUTE LEVEL WITH THE ROAD.
 DA0629
 DA0629                          STATION RECOVERY (2009)
 DA0629
 DA0629'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0629'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0629'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0629'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0629'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0629'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0629'32 46 37.2 (N)   112 33 33.8 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1120 ***********************************************************************
 CZ1120  DESIGNATION -  W 299
 CZ1120  PID         -  CZ1120
 CZ1120  STATE/COUNTY-  AZ/PINAL
 CZ1120  USGS QUAD   -  STANFIELD (1992)
 CZ1120
 CZ1120                         *CURRENT SURVEY CONTROL
 CZ1120  ___________________________________________________________________
 CZ1120* NAD 83(1986)-  32 53 37.     (N)    111 59 50.     (W)     SCALED    
 CZ1120* NAVD 88     -       393.56   (+/-2cm)    1291.2    (feet)  VERTCON   
 CZ1120  ___________________________________________________________________
 CZ1120  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 CZ1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1120
 CZ1120.The horizontal coordinates were scaled from a topographic map and have
 CZ1120.an estimated accuracy of +/- 6 seconds.
 CZ1120
 CZ1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1120.The vertical order pertains to the NGVD 29 superseded value.
 CZ1120
 CZ1120.The geoid height was determined by GEOID03.
 CZ1120
 CZ1120;                    North         East    Units  Estimated Accuracy
 CZ1120;SPC AZ C     -   209,960.      205,820.      MT  (+/- 180 meters Scaled)
 CZ1120
 CZ1120                          SUPERSEDED SURVEY CONTROL
 CZ1120
 CZ1120  NGVD 29 (??/??/92)  392.980  (m)         1289.30   (f) ADJ UNCH    2 0
 CZ1120
 CZ1120.Superseded values are not recommended for survey control.
 CZ1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1120.See file dsdata.txt to determine how the superseded data were derived.
 CZ1120
 CZ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067399(NAD 83)
 CZ1120_MARKER: DB = BENCH MARK DISK
 CZ1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1120_STAMPING: W 299 1952
 CZ1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1120+STABILITY: SURFACE MOTION
 CZ1120
 CZ1120  HISTORY     - Date     Condition        Report By
 CZ1120  HISTORY     - 1952     MONUMENTED       CGS
 CZ1120
 CZ1120                          STATION DESCRIPTION
 CZ1120
 CZ1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1120'2.4 MI NW FROM STANFIELD.
 CZ1120'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1120'STANFIELD, THENCE 1.0 MILE NORTH ALONG THE WHITE-PARKER ROAD, AT THE
 CZ1120'GATE OF A NORTH-SOUTH FENCE LINE, 52 1/2 FEET OF THE CENTER LINE OF
 CZ1120'THE ROAD, 34 FEET NORTH OF THE APPROXIMATE CENTER OF THE GATE, 2.8
 CZ1120'FEET WEST OF A FENCE, 2.8 FEET EAST OF A POWER LINE POLE, 1.7 FEET
 CZ1120'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1120'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND, AND ABOUT 2 1/2 FEET LOWER
 CZ1120'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0464 ***********************************************************************
 ES0464  DESIGNATION -  W 30
 ES0464  PID         -  ES0464
 ES0464  STATE/COUNTY-  AZ/YAVAPAI
 ES0464  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0464
 ES0464                         *CURRENT SURVEY CONTROL
 ES0464  ___________________________________________________________________
 ES0464* NAD 83(1986)-  34 36 15.     (N)    111 54 26.     (W)     SCALED    
 ES0464* NAVD 88     -      1004.052  (meters)    3294.13   (feet)  ADJUSTED  
 ES0464  ___________________________________________________________________
 ES0464  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0464  DYNAMIC HT  -        1002.783 (meters)    3289.96  (feet)  COMP
 ES0464  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 ES0464
 ES0464  VERT ORDER  -  FIRST     CLASS II
 ES0464
 ES0464.The horizontal coordinates were scaled from a topographic map and have
 ES0464.an estimated accuracy of +/- 6 seconds.
 ES0464
 ES0464.The orthometric height was determined by differential leveling
 ES0464.and adjusted in June 1991.
 ES0464.WARNING-Repeat measurements at this control monument indicate possible
 ES0464.vertical movement.
 ES0464
 ES0464.The geoid height was determined by GEOID03.
 ES0464
 ES0464.The dynamic height is computed by dividing the NAVD 88
 ES0464.geopotential number by the normal gravity value computed on the
 ES0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0464.degrees latitude (g = 980.6199 gals.).
 ES0464
 ES0464.The modeled gravity was interpolated from observed gravity values.
 ES0464
 ES0464;                    North         East    Units  Estimated Accuracy
 ES0464;SPC AZ C     -   399,670.      214,230.      MT  (+/- 180 meters Scaled)
 ES0464
 ES0464                          SUPERSEDED SURVEY CONTROL
 ES0464
 ES0464  NGVD 29 (??/??/92) 1003.301  (m)         3291.66   (f) ADJ UNCH    1 2
 ES0464
 ES0464.Superseded values are not recommended for survey control.
 ES0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0464.See file dsdata.txt to determine how the superseded data were derived.
 ES0464
 ES0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD168295(NAD 83)
 ES0464_MARKER: DB = BENCH MARK DISK
 ES0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0464_MARK LOGO: CGS   
 ES0464_PROJECTION: PROJECTING 15 CENTIMETERS
 ES0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0464+STABILITY: SURFACE MOTION
 ES0464
 ES0464  HISTORY     - Date     Condition        Report By
 ES0464  HISTORY     - UNK      MONUMENTED       CGS
 ES0464  HISTORY     - 1933     GOOD             NGS
 ES0464  HISTORY     - 1982     POOR             NGS
 ES0464  HISTORY     - 19980227 POOR             USPSQD
 ES0464
 ES0464                          STATION DESCRIPTION
 ES0464
 ES0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0464'5.0 MI NW FROM CAMP VERDE.
 ES0464'CONCRETE POST, AT SIDE OF HIGHWAY, 0.3 MILES SOUTH OF SOUTH FORK OF
 ES0464'DOUBLE INTERSECTION OF CHERRY ROAD, ON FLAT TOPPED RIDGE, IN CENTER OF
 ES0464'TRIANGLE INTERSECTION OF SIDE ROAD LEADING NORTHWARD, 50 FEET
 ES0464'NORTHEAST OF HIGHWAY CENTER-LINE.
 ES0464
 ES0464                          STATION RECOVERY (1982)
 ES0464
 ES0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0464'RECOVERED IN POOR CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0464'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0464'IN CAMP VERDE, THENCE 3.5 KM (2.2 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0464'279, THENCE 0.2 KM (0.1 MI) NORTH-NORTHWEST ALONG NEWTON LANE, AT THE
 ES0464'TOP OF A LARGE FLAT RIDGE, IN THE NORTH CORNER OF A T JUNCTION OF A
 ES0464'DIRT ROAD LEADING EAST, 13.4 METERS (44 FT) NORTHEAST OF THE CENTER OF
 ES0464'THE OLD HIGHWAY GRADE, 28.0 METERS (92 FT) NORTHWEST OF THE CENTER OF
 ES0464'NEWTON LANE, 47.7 METERS (157 FT) NORTH OF THE EAST END OF A CATTLE
 ES0464'GUARD.  NOTE CONCRETE POST IS LOOSE IN THE GROUND.
 ES0464'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 ES0464'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY GRADE.
 ES0464
 ES0464                          STATION RECOVERY (1998)
 ES0464
 ES0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0464'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0159 ***********************************************************************
 DA0159  DESIGNATION -  W 300
 DA0159  PID         -  DA0159
 DA0159  STATE/COUNTY-  AZ/MARICOPA
 DA0159  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0159
 DA0159                         *CURRENT SURVEY CONTROL
 DA0159  ___________________________________________________________________
 DA0159* NAD 83(1986)-  32 47 03.     (N)    112 13 46.     (W)     SCALED    
 DA0159* NAVD 88     -       585.38   (+/-2cm)    1920.5    (feet)  VERTCON   
 DA0159  ___________________________________________________________________
 DA0159  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DA0159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0159
 DA0159.The horizontal coordinates were scaled from a topographic map and have
 DA0159.an estimated accuracy of +/- 6 seconds.
 DA0159
 DA0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0159.The vertical order pertains to the NGVD 29 superseded value.
 DA0159
 DA0159.The geoid height was determined by GEOID03.
 DA0159
 DA0159;                    North         East    Units  Estimated Accuracy
 DA0159;SPC AZ C     -   197,860.      184,060.      MT  (+/- 180 meters Scaled)
 DA0159
 DA0159                          SUPERSEDED SURVEY CONTROL
 DA0159
 DA0159  NGVD 29 (??/??/92)  584.723  (m)         1918.38   (f) ADJ UNCH    2 0
 DA0159
 DA0159.Superseded values are not recommended for survey control.
 DA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0159.See file dsdata.txt to determine how the superseded data were derived.
 DA0159
 DA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB848280(NAD 83)
 DA0159_MARKER: DB = BENCH MARK DISK
 DA0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0159_STAMPING: W 300 1952
 DA0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0159+STABILITY: SURFACE MOTION
 DA0159
 DA0159  HISTORY     - Date     Condition        Report By
 DA0159  HISTORY     - 1952     MONUMENTED       CGS
 DA0159
 DA0159                          STATION DESCRIPTION
 DA0159
 DA0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0159'28.2 MI E FROM GILA.
 DA0159'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0159'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 4.7 MILES SOUTH
 DA0159'ALONG A DIM TRACK ROAD.  AT A FLAT COVERED WITH SMALL ROCKS AND DOTTED
 DA0159'WITH GREASEWOOD AND PALOVERDE TREES, 59 FEET WEST OF THE CENTERLINE OF
 DA0159'THE ROAD, 2.4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 DA0159'WITH THE ROAD.  A STANDARD DISK, STAMPED W 300 1952 AND SET IN THE TOP
 DA0159'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0415 ***********************************************************************
 CG0415  DESIGNATION -  W 301
 CG0415  PID         -  CG0415
 CG0415  STATE/COUNTY-  AZ/PIMA
 CG0415  USGS QUAD   -  FRESNO WASH (1982)
 CG0415
 CG0415                         *CURRENT SURVEY CONTROL
 CG0415  ___________________________________________________________________
 CG0415* NAD 83(1986)-  31 51 52.     (N)    111 23 52.     (W)     SCALED    
 CG0415* NAVD 88     -       899.59   (+/-2cm)    2951.4    (feet)  VERTCON   
 CG0415  ___________________________________________________________________
 CG0415  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CG0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0415
 CG0415.The horizontal coordinates were scaled from a topographic map and have
 CG0415.an estimated accuracy of +/- 6 seconds.
 CG0415
 CG0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0415.The vertical order pertains to the NGVD 29 superseded value.
 CG0415
 CG0415.The geoid height was determined by GEOID03.
 CG0415
 CG0415;                    North         East    Units  Estimated Accuracy
 CG0415;SPC AZ C     -    95,960.      262,460.      MT  (+/- 180 meters Scaled)
 CG0415
 CG0415                          SUPERSEDED SURVEY CONTROL
 CG0415
 CG0415  NGVD 29 (??/??/92)  898.861  (m)         2949.01   (f) ADJ UNCH    2 0
 CG0415
 CG0415.Superseded values are not recommended for survey control.
 CG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0415.See file dsdata.txt to determine how the superseded data were derived.
 CG0415
 CG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA623254(NAD 83)
 CG0415_MARKER: DB = BENCH MARK DISK
 CG0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0415_STAMPING: W 301 1951
 CG0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0415+STABILITY: SURFACE MOTION
 CG0415
 CG0415  HISTORY     - Date     Condition        Report By
 CG0415  HISTORY     - 1951     MONUMENTED       CGS
 CG0415  HISTORY     - 1977     GOOD             USGS
 CG0415  HISTORY     - 20010331 GOOD             NGS
 CG0415
 CG0415                          STATION DESCRIPTION
 CG0415
 CG0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0415'16.2 MI S FROM THREE POINTS.
 CG0415'16.2 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0415'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 1.35 MILES SOUTH OF THE
 CG0415'PALO ALTO RANCH, ABOUT 350 FEET SOUTHEAST OF A POWER LINE POLE, 252
 CG0415'1/2 FEET SOUTHWEST OF THE CENTER OF A WASH ACROSS THE ROAD WITH
 CG0415'CONCRETE RETAINING WALL, 50 FEET NORTHWEST OF THE CENTER LINE OF THE
 CG0415'ROAD, 2.1 FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 1/2 FEET LOWER
 CG0415'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CG0415'FOOT ABOVE THE GROUND.
 CG0415
 CG0415                          STATION RECOVERY (1977)
 CG0415
 CG0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0415'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0415'286.
 CG0415
 CG0415                          STATION RECOVERY (2001)
 CG0415
 CG0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0415'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0443 ***********************************************************************
 CG0443  DESIGNATION -  W 302
 CG0443  PID         -  CG0443
 CG0443  STATE/COUNTY-  AZ/PIMA
 CG0443  USGS QUAD   -  FRESNO WASH (1982)
 CG0443
 CG0443                         *CURRENT SURVEY CONTROL
 CG0443  ___________________________________________________________________
 CG0443* NAD 83(1986)-  31 48 54.     (N)    111 27 13.     (W)     SCALED    
 CG0443* NAVD 88     -       973.62   (+/-2cm)    3194.3    (feet)  VERTCON   
 CG0443  ___________________________________________________________________
 CG0443  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CG0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0443
 CG0443.The horizontal coordinates were scaled from a topographic map and have
 CG0443.an estimated accuracy of +/- 6 seconds.
 CG0443
 CG0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0443.The vertical order pertains to the NGVD 29 superseded value.
 CG0443
 CG0443.The geoid height was determined by GEOID03.
 CG0443
 CG0443;                    North         East    Units  Estimated Accuracy
 CG0443;SPC AZ C     -    90,450.      257,200.      MT  (+/- 180 meters Scaled)
 CG0443
 CG0443                          SUPERSEDED SURVEY CONTROL
 CG0443
 CG0443  NGVD 29 (??/??/92)  972.857  (m)         3191.78   (f) ADJ UNCH    2 0
 CG0443
 CG0443.Superseded values are not recommended for survey control.
 CG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0443.See file dsdata.txt to determine how the superseded data were derived.
 CG0443
 CG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA570200(NAD 83)
 CG0443_MARKER: DB = BENCH MARK DISK
 CG0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0443_STAMPING: W 302 1952
 CG0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0443+STABILITY: SURFACE MOTION
 CG0443
 CG0443  HISTORY     - Date     Condition        Report By
 CG0443  HISTORY     - 1952     MONUMENTED       CGS
 CG0443
 CG0443                          STATION DESCRIPTION
 CG0443
 CG0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0443'21.85 MI SW FROM THREE POINTS.
 CG0443'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0443'THENCE 20.4 MILES SOUTH ALONG SASABE ROAD, THENCE 1.25 MILES WEST
 CG0443'ALONG THE ELKHORN RANCH ROAD, 1.05 MILES SOUTHWEST OF THE JUNCTION
 CG0443'MARK AT SASABE ROAD (S 112), AT A CATTLE GUARD AND FENCE LINE, 151
 CG0443'FEET EAST OF THE CENTER OF A CATTLE GUARD AND CENTER LINE OF THE ROAD,
 CG0443'43 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF
 CG0443'THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CG0443'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1304 ***********************************************************************
 CZ1304  DESIGNATION -  W 303
 CZ1304  PID         -  CZ1304
 CZ1304  STATE/COUNTY-  AZ/PINAL
 CZ1304  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1304
 CZ1304                         *CURRENT SURVEY CONTROL
 CZ1304  ___________________________________________________________________
 CZ1304* NAD 83(1986)-  32 40 33.     (N)    111 37 15.     (W)     SCALED    
 CZ1304* NAVD 88     -       485.61   (+/-2cm)    1593.2    (feet)  VERTCON   
 CZ1304  ___________________________________________________________________
 CZ1304  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ1304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1304
 CZ1304.The horizontal coordinates were scaled from a topographic map and have
 CZ1304.an estimated accuracy of +/- 6 seconds.
 CZ1304
 CZ1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1304.The vertical order pertains to the NGVD 29 superseded value.
 CZ1304
 CZ1304.The geoid height was determined by GEOID03.
 CZ1304
 CZ1304;                    North         East    Units  Estimated Accuracy
 CZ1304;SPC AZ C     -   185,840.      241,110.      MT  (+/- 180 meters Scaled)
 CZ1304
 CZ1304                          SUPERSEDED SURVEY CONTROL
 CZ1304
 CZ1304  NGVD 29 (??/??/92)  485.047  (m)         1591.36   (f) ADJ UNCH    2 0
 CZ1304
 CZ1304.Superseded values are not recommended for survey control.
 CZ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1304.See file dsdata.txt to determine how the superseded data were derived.
 CZ1304
 CZ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB417155(NAD 83)
 CZ1304_MARKER: DB = BENCH MARK DISK
 CZ1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1304_STAMPING: W 303 1951
 CZ1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1304+STABILITY: SURFACE MOTION
 CZ1304
 CZ1304  HISTORY     - Date     Condition        Report By
 CZ1304  HISTORY     - 1951     MONUMENTED       CGS
 CZ1304  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1304  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1304  HISTORY     - 20070519 MARK NOT FOUND   GEOCAC
 CZ1304
 CZ1304                          STATION DESCRIPTION
 CZ1304
 CZ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1304'8.2 MI S FROM TOLTEC.
 CZ1304'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1304'RAILROAD STATION AT TOLTEC, THENCE 8 MILES SOUTH ALONG THE TOLTEC
 CZ1304'HIGHWAY, AT THE INTERSECTION OF AN EAST-WEST DIRT ROAD, AT THE ELOY
 CZ1304'COTTON GIN, AT THE NORTHEAST CORNER OF THE INTERSECTION 152.6 FEET
 CZ1304'SOUTHWEST OF THE SOUTHWEST LEG OF A WATER TOWER, 36 FEET NORTH OF THE
 CZ1304'CENTER LINE OF A DIRT ROAD, 27 FEET EAST OF THE CENTER LINE OF TOLTEC
 CZ1304'HIGHWAY, 2.5 FEET NORTHWEST OF A POWER LINE POLE, 2.4 FEET NORTHEAST
 CZ1304'OF A POLE WITH 3 TRANSFORMERS, 1.2 FEET SOUTHWEST OF A WITNESS POST,
 CZ1304'AND ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE POST PROJECTING
 CZ1304'0.4 FOOT.
 CZ1304
 CZ1304                          STATION RECOVERY (1966)
 CZ1304
 CZ1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1304'MARK NOT FOUND.
 CZ1304
 CZ1304                          STATION RECOVERY (1977)
 CZ1304
 CZ1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1304'MARK NOT FOUND.
 CZ1304
 CZ1304                          STATION RECOVERY (2007)
 CZ1304
 CZ1304'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1293 ***********************************************************************
 CZ1293  DESIGNATION -  W 304
 CZ1293  PID         -  CZ1293
 CZ1293  STATE/COUNTY-  AZ/PINAL
 CZ1293  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1293
 CZ1293                         *CURRENT SURVEY CONTROL
 CZ1293  ___________________________________________________________________
 CZ1293* NAD 83(1986)-  32 33 52.     (N)    111 40 20.     (W)     SCALED    
 CZ1293* NAVD 88     -       486.75   (+/-2cm)    1596.9    (feet)  VERTCON   
 CZ1293  ___________________________________________________________________
 CZ1293  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1293
 CZ1293.The horizontal coordinates were scaled from a topographic map and have
 CZ1293.an estimated accuracy of +/- 6 seconds.
 CZ1293
 CZ1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1293.The vertical order pertains to the NGVD 29 superseded value.
 CZ1293
 CZ1293.The geoid height was determined by GEOID03.
 CZ1293
 CZ1293;                    North         East    Units  Estimated Accuracy
 CZ1293;SPC AZ C     -   173,480.      236,310.      MT  (+/- 180 meters Scaled)
 CZ1293
 CZ1293                          SUPERSEDED SURVEY CONTROL
 CZ1293
 CZ1293  NGVD 29 (??/??/92)  486.206  (m)         1595.16   (f) ADJ UNCH    2 0
 CZ1293
 CZ1293.Superseded values are not recommended for survey control.
 CZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1293.See file dsdata.txt to determine how the superseded data were derived.
 CZ1293
 CZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB368032(NAD 83)
 CZ1293_MARKER: DB = BENCH MARK DISK
 CZ1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1293_STAMPING: W 304 1952
 CZ1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1293+STABILITY: SURFACE MOTION
 CZ1293
 CZ1293  HISTORY     - Date     Condition        Report By
 CZ1293  HISTORY     - 1952     MONUMENTED       CGS
 CZ1293
 CZ1293                          STATION DESCRIPTION
 CZ1293
 CZ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1293'18.8 MI S FROM TOLTEC.
 CZ1293'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1293'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1293'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1293'SOUTH ALONG A GRADED ROAD, AT A T JUNCTION WITH A GRADED ROAD LEADING
 CZ1293'SOUTH, AT A T IN A FENCE LINE AND IN LINE WITH THE PROLONGATION OF A
 CZ1293'FENCE LEADING NORTH, 45 FEET NORTHEAST OF THE CENTER LINE OF THE T
 CZ1293'JUNCTION, 3.1 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 24.6 FEET
 CZ1293'EAST OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A CATTLE GUARD,
 CZ1293'1.3 FEET SOUTH OF THE T IN THE FENCE, 1.5 FEET NORTH OF A WITNESS
 CZ1293'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 CZ1293'THE GROUND, AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0833 ***********************************************************************
 CG0833  DESIGNATION -  W 305
 CG0833  PID         -  CG0833
 CG0833  STATE/COUNTY-  AZ/PIMA
 CG0833  USGS QUAD   -  TOPAWA (1979)
 CG0833
 CG0833                         *CURRENT SURVEY CONTROL
 CG0833  ___________________________________________________________________
 CG0833* NAD 83(1986)-  31 48 30.     (N)    111 48 33.     (W)     SCALED    
 CG0833* NAVD 88     -       768.22   (+/-2cm)    2520.4    (feet)  VERTCON   
 CG0833  ___________________________________________________________________
 CG0833  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CG0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0833
 CG0833.The horizontal coordinates were scaled from a topographic map and have
 CG0833.an estimated accuracy of +/- 6 seconds.
 CG0833
 CG0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0833.The vertical order pertains to the NGVD 29 superseded value.
 CG0833
 CG0833.The geoid height was determined by GEOID03.
 CG0833
 CG0833;                    North         East    Units  Estimated Accuracy
 CG0833;SPC AZ C     -    89,620.      223,540.      MT  (+/- 180 meters Scaled)
 CG0833
 CG0833                          SUPERSEDED SURVEY CONTROL
 CG0833
 CG0833  NGVD 29 (??/??/92)  767.504  (m)         2518.05   (f) ADJ UNCH    2 0
 CG0833
 CG0833.Superseded values are not recommended for survey control.
 CG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0833.See file dsdata.txt to determine how the superseded data were derived.
 CG0833
 CG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA234194(NAD 83)
 CG0833_MARKER: DB = BENCH MARK DISK
 CG0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0833_STAMPING: W 305 1952
 CG0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0833+STABILITY: SURFACE MOTION
 CG0833
 CG0833  HISTORY     - Date     Condition        Report By
 CG0833  HISTORY     - 1952     MONUMENTED       CGS
 CG0833
 CG0833                          STATION DESCRIPTION
 CG0833
 CG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0833'1 MI E FROM TOPAWA.
 CG0833'1 MILE EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0833'TOPAWA, IN LINE WITH A LINE OF TELEPHONE POLES, 150 FEET NORTHWEST OF
 CG0833'THE CENTER LINE OF THE ROAD AND A SMALL WASH CROSSING THE ROAD, 69 1/2
 CG0833'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 46.2 FEET NORTH OF A
 CG0833'STEEL ROD DRIVEN IN THE GROUND AND PROJECTING 0.5 FOOT, 5.8 FEET
 CG0833'SOUTHEAST OF A TELEPHONE POLE, 2.2 FEET SOUTH OF A WITNESS POST, AND
 CG0833'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CG0833'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0726 ***********************************************************************
 CG0726  DESIGNATION -  W 306
 CG0726  PID         -  CG0726
 CG0726  STATE/COUNTY-  AZ/PIMA
 CG0726  USGS QUAD   -  SELLS EAST (1982)
 CG0726
 CG0726                         *CURRENT SURVEY CONTROL
 CG0726  ___________________________________________________________________
 CG0726* NAD 83(1986)-  31 52 51.     (N)    111 48 13.     (W)     SCALED    
 CG0726* NAVD 88     -       782.20   (+/-2cm)    2566.3    (feet)  VERTCON   
 CG0726  ___________________________________________________________________
 CG0726  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 CG0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0726
 CG0726.The horizontal coordinates were scaled from a topographic map and have
 CG0726.an estimated accuracy of +/- 6 seconds.
 CG0726
 CG0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0726.The vertical order pertains to the NGVD 29 superseded value.
 CG0726
 CG0726.The geoid height was determined by GEOID03.
 CG0726
 CG0726;                    North         East    Units  Estimated Accuracy
 CG0726;SPC AZ C     -    97,660.      224,060.      MT  (+/- 180 meters Scaled)
 CG0726
 CG0726                          SUPERSEDED SURVEY CONTROL
 CG0726
 CG0726  NGVD 29 (??/??/92)  781.486  (m)         2563.93   (f) ADJ UNCH    2 0
 CG0726
 CG0726.Superseded values are not recommended for survey control.
 CG0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0726.See file dsdata.txt to determine how the superseded data were derived.
 CG0726
 CG0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA239275(NAD 83)
 CG0726_MARKER: DB = BENCH MARK DISK
 CG0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0726_STAMPING: W 306 1952
 CG0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0726+STABILITY: SURFACE MOTION
 CG0726
 CG0726  HISTORY     - Date     Condition        Report By
 CG0726  HISTORY     - 1952     MONUMENTED       CGS
 CG0726
 CG0726                          STATION DESCRIPTION
 CG0726
 CG0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0726'5.6 MI N FROM TOPAWA.
 CG0726'5.6 MILES NORTH ALONG AN UNUSED WAGON ROAD FROM THE POST OFFICE AND
 CG0726'SAN SOLANO MISSION AT TOPAWA, 0.65 MILE NORTH OF A Y JUNCTION OF A
 CG0726'ROAD SOUTHEAST TO A FLOOD CONTROL DIKE (B 4982), 0.3 MILE SOUTH OF A
 CG0726'FLOOD CONTROL DIKE (B 4980), AND ABOUT 75 YARDS SOUTH OF A PROMINENT
 CG0726'WASH IN A CLEARING OF MESQUITE TREES, 34 FEET WEST OF THE CENTER LINE
 CG0726'OF THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 CG0726'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0726'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0420 ***********************************************************************
 DA0420  DESIGNATION -  W 308
 DA0420  PID         -  DA0420
 DA0420  STATE/COUNTY-  AZ/PIMA
 DA0420  USGS QUAD   -  ARMENTA WELL (1990)
 DA0420
 DA0420                         *CURRENT SURVEY CONTROL
 DA0420  ___________________________________________________________________
 DA0420* NAD 83(1986)-  32 09 02.     (N)    112 50 18.     (W)     SCALED    
 DA0420* NAVD 88     -       486.98   (+/-2cm)    1597.7    (feet)  VERTCON   
 DA0420  ___________________________________________________________________
 DA0420  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DA0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0420
 DA0420.The horizontal coordinates were scaled from a topographic map and have
 DA0420.an estimated accuracy of +/- 6 seconds.
 DA0420
 DA0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0420.The vertical order pertains to the NGVD 29 superseded value.
 DA0420
 DA0420.The geoid height was determined by GEOID03.
 DA0420
 DA0420;                    North         East    Units  Estimated Accuracy
 DA0420;SPC AZ C     -   127,930.      126,420.      MT  (+/- 180 meters Scaled)
 DA0420
 DA0420                          SUPERSEDED SURVEY CONTROL
 DA0420
 DA0420  NGVD 29 (??/??/92)  486.268  (m)         1595.36   (f) ADJ UNCH    2 0
 DA0420
 DA0420.Superseded values are not recommended for survey control.
 DA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0420.See file dsdata.txt to determine how the superseded data were derived.
 DA0420
 DA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA266586(NAD 83)
 DA0420_MARKER: DB = BENCH MARK DISK
 DA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0420_STAMPING: W 308 1952
 DA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0420+STABILITY: SURFACE MOTION
 DA0420
 DA0420  HISTORY     - Date     Condition        Report By
 DA0420  HISTORY     - 1952     MONUMENTED       CGS
 DA0420
 DA0420                          STATION DESCRIPTION
 DA0420
 DA0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0420'24.65 MI S FROM AJO.
 DA0420'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0420'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0420'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG SONOYTA-AJO
 DA0420'HIGHWAY TO INTERSECTION, THENCE 4.55 MILES WEST ALONG TRACK ROAD, 50
 DA0420'FEET SOUTHWEST OF THE CENTER OF A WASH, 36 1/2 FEET NORTH OF THE
 DA0420'CENTERLINE OF THE ROAD, 18 FEET NORTHWEST OF A TREE, 1.9 FEET SOUTH OF
 DA0420'THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT
 DA0420'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0365 ***********************************************************************
 DA0365  DESIGNATION -  W 309
 DA0365  PID         -  DA0365
 DA0365  STATE/COUNTY-  AZ/PIMA
 DA0365  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0365
 DA0365                         *CURRENT SURVEY CONTROL
 DA0365  ___________________________________________________________________
 DA0365* NAD 83(1986)-  32 05 26.     (N)    112 46 18.     (W)     SCALED    
 DA0365* NAVD 88     -       599.39   (+/-2cm)    1966.5    (feet)  VERTCON   
 DA0365  ___________________________________________________________________
 DA0365  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DA0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0365
 DA0365.The horizontal coordinates were scaled from a topographic map and have
 DA0365.an estimated accuracy of +/- 6 seconds.
 DA0365
 DA0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0365.The vertical order pertains to the NGVD 29 superseded value.
 DA0365
 DA0365.The geoid height was determined by GEOID03.
 DA0365
 DA0365;                    North         East    Units  Estimated Accuracy
 DA0365;SPC AZ C     -   121,230.      132,660.      MT  (+/- 180 meters Scaled)
 DA0365
 DA0365                          SUPERSEDED SURVEY CONTROL
 DA0365
 DA0365  NGVD 29 (??/??/92)  598.643  (m)         1964.05   (f) ADJ UNCH    1 2
 DA0365
 DA0365.Superseded values are not recommended for survey control.
 DA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0365.See file dsdata.txt to determine how the superseded data were derived.
 DA0365
 DA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA328518(NAD 83)
 DA0365_MARKER: DB = BENCH MARK DISK
 DA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0365_STAMPING: W 309 1952
 DA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0365+STABILITY: SURFACE MOTION
 DA0365
 DA0365  HISTORY     - Date     Condition        Report By
 DA0365  HISTORY     - 1952     MONUMENTED       CGS
 DA0365  HISTORY     - 1953     GOOD             NGS
 DA0365
 DA0365                          STATION DESCRIPTION
 DA0365
 DA0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0365'16.1 MI N FROM LUKEVILLE.
 DA0365'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0365'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 10.55 MILES
 DA0365'NORTH ALONG THE OLD SONOYTA-AJO ROAD, THENCE 0.35 MILE WEST ALONG A
 DA0365'TRACK ROAD, 23.8 MILES SOUTHEAST OF AJO, AT THE T JUNCTION OF THE
 DA0365'SONOYTA-AJO HIGHWAY, 133 1/2 FEET SOUTH OF THE CENTER OF A WASH, 83
 DA0365'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 81 1/2 FEET EAST OF THE
 DA0365'CENTER LINE OF THE HIGHWAY, 2.2 FEET WEST OF A WITNESS POST, ABOUT 1/2
 DA0365'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0365'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0505 ***********************************************************************
 ES0505  DESIGNATION -  W 31
 ES0505  PID         -  ES0505
 ES0505  STATE/COUNTY-  AZ/COCONINO
 ES0505  USGS QUAD   -  MUNDS PARK (1974)
 ES0505
 ES0505                         *CURRENT SURVEY CONTROL
 ES0505  ___________________________________________________________________
 ES0505* NAD 83(1986)-  34 55 58.     (N)    111 44 31.     (W)     SCALED    
 ES0505* NAVD 88     -      1466.797  (meters)    4812.32   (feet)  ADJUSTED  
 ES0505  ___________________________________________________________________
 ES0505  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0505  DYNAMIC HT  -        1464.861 (meters)    4805.96  (feet)  COMP
 ES0505  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 ES0505
 ES0505  VERT ORDER  -  FIRST     CLASS II
 ES0505
 ES0505.The horizontal coordinates were scaled from a topographic map and have
 ES0505.an estimated accuracy of +/- 6 seconds.
 ES0505
 ES0505.The orthometric height was determined by differential leveling
 ES0505.and adjusted in June 1991.
 ES0505
 ES0505.The geoid height was determined by GEOID03.
 ES0505
 ES0505.The dynamic height is computed by dividing the NAVD 88
 ES0505.geopotential number by the normal gravity value computed on the
 ES0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0505.degrees latitude (g = 980.6199 gals.).
 ES0505
 ES0505.The modeled gravity was interpolated from observed gravity values.
 ES0505
 ES0505;                    North         East    Units  Estimated Accuracy
 ES0505;SPC AZ C     -   436,130.      229,320.      MT  (+/- 180 meters Scaled)
 ES0505
 ES0505                          SUPERSEDED SURVEY CONTROL
 ES0505
 ES0505  NGVD 29 (??/??/92) 1465.946  (m)         4809.52   (f) ADJ UNCH    1 2
 ES0505
 ES0505.Superseded values are not recommended for survey control.
 ES0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0505.See file dsdata.txt to determine how the superseded data were derived.
 ES0505
 ES0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD322658(NAD 83)
 ES0505_MARKER: DB = BENCH MARK DISK
 ES0505_SETTING: 80 = SET IN A BOULDER
 ES0505_SP_SET: BOULDER
 ES0505_MARK LOGO: CGS   
 ES0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0505+STABILITY: SURFACE MOTION
 ES0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0505+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2007
 ES0505
 ES0505  HISTORY     - Date     Condition        Report By
 ES0505  HISTORY     - UNK      MONUMENTED       CGS
 ES0505  HISTORY     - 1933     GOOD             NGS
 ES0505  HISTORY     - 1982     GOOD             NGS
 ES0505  HISTORY     - 20070910 GOOD             INDIV
 ES0505
 ES0505                          STATION DESCRIPTION
 ES0505
 ES0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0505'6.7 MI N FROM SEDONA.
 ES0505'AT SIDE OF HIGHWAY, 1.9 MILES NORTH OF INDIAN GARDENS RESORT, ON WEST
 ES0505'SLOPE OF OAK CREEK, 30 FEET NORTHEAST OF HIGHWAY CENTER-LINE, ON TOP
 ES0505'OF BLACK BOULDER PAINTED WHITE B.M.
 ES0505
 ES0505                          STATION RECOVERY (1982)
 ES0505
 ES0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0505'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0505'9.6 KM (6.0 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0505'OFFICE IN SEDONA, IN TOP OF A 4 BY 5 FOOT BOULDER PROJECTING 1 FOOT
 ES0505'ABOVE THE GROUND AT THE NORTH END OF A SMALL DIRT PULL OUT AREA, 0.2
 ES0505'KM (0.1 MI) NORTH OF MILEPOST 380, 6.4 METERS (21.0 FT) EAST OF THE
 ES0505'HIGHWAY CENTERLINE, 18.2 METERS (60.0 FT) SOUTH OF A BOULDER
 ES0505'PROJECTING 6 INCHES.
 ES0505'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0505
 ES0505                          STATION RECOVERY (2007)
 ES0505
 ES0505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJM)
 ES0505'ORANGE FIBERGLASS WITNESS POST MOUNTED IN BOULDER 0.6 FT. SOUTH OF
 ES0505'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0283 ***********************************************************************
 DA0283  DESIGNATION -  W 310
 DA0283  PID         -  DA0283
 DA0283  STATE/COUNTY-  AZ/PIMA
 DA0283  USGS QUAD   -  VENTANA (1990)
 DA0283
 DA0283                         *CURRENT SURVEY CONTROL
 DA0283  ___________________________________________________________________
 DA0283* NAD 83(1986)-  32 23 17.     (N)    112 10 29.     (W)     SCALED    
 DA0283* NAVD 88     -       647.32   (+/-2cm)    2123.7    (feet)  VERTCON   
 DA0283  ___________________________________________________________________
 DA0283  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DA0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0283
 DA0283.The horizontal coordinates were scaled from a topographic map and have
 DA0283.an estimated accuracy of +/- 6 seconds.
 DA0283
 DA0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0283.The vertical order pertains to the NGVD 29 superseded value.
 DA0283
 DA0283.The geoid height was determined by GEOID03.
 DA0283
 DA0283;                    North         East    Units  Estimated Accuracy
 DA0283;SPC AZ C     -   153,920.      189,080.      MT  (+/- 180 meters Scaled)
 DA0283
 DA0283                          SUPERSEDED SURVEY CONTROL
 DA0283
 DA0283  NGVD 29 (??/??/92)  646.646  (m)         2121.54   (f) ADJ UNCH    2 0
 DA0283
 DA0283.Superseded values are not recommended for survey control.
 DA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0283.See file dsdata.txt to determine how the superseded data were derived.
 DA0283
 DA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA895840(NAD 83)
 DA0283_MARKER: DB = BENCH MARK DISK
 DA0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0283_STAMPING: W 310 1952
 DA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0283+STABILITY: SURFACE MOTION
 DA0283
 DA0283  HISTORY     - Date     Condition        Report By
 DA0283  HISTORY     - 1952     MONUMENTED       CGS
 DA0283
 DA0283                          STATION DESCRIPTION
 DA0283
 DA0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0283'8.4 MI SE FROM VENTANA.
 DA0283'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0283'THENCE 4.65 MILES SOUTH ALONG A TRACK ROAD, ABOUT 65 YARDS NORTH OF
 DA0283'THE CROSSING OF LARGE GRAVEL WASH WITH PALO VERDE TREES ON EITHER
 DA0283'SIDE, AT A ROCK COVERED CLEARING ON TOP OF A SLIGHT RIDGE, 37 FEET
 DA0283'NORTH OF A LARGE IRON WOOD TREE, 29 FEET WEST OF THE CENTER LINE OF
 DA0283'AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 2.3 FEET SOUTH OF A WITNESS
 DA0283'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 DA0283'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0912 ***********************************************************************
 CZ0912  DESIGNATION -  W 311
 CZ0912  PID         -  CZ0912
 CZ0912  STATE/COUNTY-  AZ/PIMA
 CZ0912  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0912
 CZ0912                         *CURRENT SURVEY CONTROL
 CZ0912  ___________________________________________________________________
 CZ0912* NAD 83(1986)-  32 24 16.     (N)    111 37 11.     (W)     SCALED    
 CZ0912* NAVD 88     -       632.30   (+/-2cm)    2074.5    (feet)  VERTCON   
 CZ0912  ___________________________________________________________________
 CZ0912  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CZ0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0912
 CZ0912.The horizontal coordinates were scaled from a topographic map and have
 CZ0912.an estimated accuracy of +/- 6 seconds.
 CZ0912
 CZ0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0912.The vertical order pertains to the NGVD 29 superseded value.
 CZ0912
 CZ0912.The geoid height was determined by GEOID03.
 CZ0912
 CZ0912;                    North         East    Units  Estimated Accuracy
 CZ0912;SPC AZ C     -   155,750.      241,290.      MT  (+/- 180 meters Scaled)
 CZ0912
 CZ0912                          SUPERSEDED SURVEY CONTROL
 CZ0912
 CZ0912  NGVD 29 (??/??/92)  631.731  (m)         2072.60   (f) ADJ UNCH    2 0
 CZ0912
 CZ0912.Superseded values are not recommended for survey control.
 CZ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0912.See file dsdata.txt to determine how the superseded data were derived.
 CZ0912
 CZ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA417854(NAD 83)
 CZ0912_MARKER: DB = BENCH MARK DISK
 CZ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0912_STAMPING: W 311 1952
 CZ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0912+STABILITY: SURFACE MOTION
 CZ0912
 CZ0912  HISTORY     - Date     Condition        Report By
 CZ0912  HISTORY     - 1952     MONUMENTED       CGS
 CZ0912
 CZ0912                          STATION DESCRIPTION
 CZ0912
 CZ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0912'4.45 MI W FROM SILVER BELL CEMETERY.
 CZ0912'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0912'THENCE 1.75 MILES SOUTHWEST ALONG A DIM TRACK ROAD, ABOUT 50 YARDS
 CZ0912'SOUTHWEST OF THE CROSSING OF A DEEP, SANDY, WASH, AT A SMALL CLEARING,
 CZ0912'21 FEET SOUTHEAST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD,
 CZ0912'1.9 FEET NORTHWEST OF A WITNESS POST, AND SET IN A CONCRETE POST
 CZ0912'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0350 ***********************************************************************
 CG0350  DESIGNATION -  W 312
 CG0350  PID         -  CG0350
 CG0350  STATE/COUNTY-  AZ/PIMA
 CG0350  USGS QUAD   -  THE NARROWS (1981)
 CG0350
 CG0350                         *CURRENT SURVEY CONTROL
 CG0350  ___________________________________________________________________
 CG0350* NAD 83(1986)-  31 59 25.     (N)    110 34 07.     (W)     SCALED    
 CG0350* NAVD 88     -      1092.36   (+/-2cm)    3583.9    (feet)  VERTCON   
 CG0350  ___________________________________________________________________
 CG0350  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CG0350  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0350
 CG0350.The horizontal coordinates were scaled from a topographic map and have
 CG0350.an estimated accuracy of +/- 6 seconds.
 CG0350
 CG0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0350.The vertical order pertains to the NGVD 29 superseded value.
 CG0350
 CG0350.The geoid height was determined by GEOID03.
 CG0350
 CG0350;                    North         East    Units  Estimated Accuracy
 CG0350;SPC AZ C     -   110,580.      340,750.      MT  (+/- 180 meters Scaled)
 CG0350
 CG0350                          SUPERSEDED SURVEY CONTROL
 CG0350
 CG0350  NGVD 29 (??/??/92) 1091.598  (m)         3581.35   (f) ADJ UNCH    1 2
 CG0350
 CG0350.Superseded values are not recommended for survey control.
 CG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0350.See file dsdata.txt to determine how the superseded data were derived.
 CG0350
 CG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA407394(NAD 83)
 CG0350_MARKER: DB = BENCH MARK DISK
 CG0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0350_SP_SET: CULVERT
 CG0350_STAMPING: W 312 1952
 CG0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0350
 CG0350  HISTORY     - Date     Condition        Report By
 CG0350  HISTORY     - 1952     MONUMENTED       CGS
 CG0350  HISTORY     - 1960     GOOD             NGS
 CG0350
 CG0350                          STATION DESCRIPTION
 CG0350
 CG0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0350'1.0 MI SE FROM PANTANO.
 CG0350'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CG0350'SOUTHERN PACIFIC WATER TANK AT PANTANO, 0.4 MILE NORTHWEST OF MILEPOLE
 CG0350'1014, ABOUT 80 YARDS SOUTHEAST OF CULVERT 1013.62, AT A 36 INCH
 CG0350'CORREGATED METAL PIPE CULVERT, SET IN TOP OF THE NORTHEAST CONCRETE
 CG0350'HEADWALL, 78.4 FEET EAST OF A 3 INCH PIPE SIGNAL STAND, 14.0 FEET
 CG0350'NORTHEAST OF THE NORTHEAST RAIL, 0.7 FEET SOUTHEAST OF THE NORTHWEST
 CG0350'END OF THE HEADWALL, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 CG0350
 CG0350                          STATION RECOVERY (1960)
 CG0350
 CG0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0420 ***********************************************************************
 ES0420  DESIGNATION -  W 313
 ES0420  PID         -  ES0420
 ES0420  STATE/COUNTY-  AZ/YAVAPAI
 ES0420  USGS QUAD   -  DUGAS (1967)
 ES0420
 ES0420                         *CURRENT SURVEY CONTROL
 ES0420  ___________________________________________________________________
 ES0420* NAD 83(1986)-  34 20 46.     (N)    111 56 49.     (W)     SCALED    
 ES0420* NAVD 88     -      1267.98   (+/-2cm)    4160.0    (feet)  VERTCON   
 ES0420  ___________________________________________________________________
 ES0420  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 ES0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0420
 ES0420.The horizontal coordinates were scaled from a topographic map and have
 ES0420.an estimated accuracy of +/- 6 seconds.
 ES0420
 ES0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0420.The vertical order pertains to the NGVD 29 superseded value.
 ES0420
 ES0420.The geoid height was determined by GEOID03.
 ES0420
 ES0420;                    North         East    Units  Estimated Accuracy
 ES0420;SPC AZ C     -   371,040.      210,570.      MT  (+/- 180 meters Scaled)
 ES0420
 ES0420                          SUPERSEDED SURVEY CONTROL
 ES0420
 ES0420  NGVD 29 (??/??/92) 1267.257  (m)         4157.66   (f) ADJ UNCH    2 0
 ES0420
 ES0420.Superseded values are not recommended for survey control.
 ES0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0420.See file dsdata.txt to determine how the superseded data were derived.
 ES0420
 ES0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD129009(NAD 83)
 ES0420_MARKER: DB = BENCH MARK DISK
 ES0420_SETTING: 66 = SET IN ROCK OUTCROP
 ES0420_SP_SET: OUTCROP
 ES0420_STAMPING: W 313 1952
 ES0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0420+STABILITY: POSITION/ELEVATION WELL
 ES0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0420+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0420
 ES0420  HISTORY     - Date     Condition        Report By
 ES0420  HISTORY     - 1952     MONUMENTED       CGS
 ES0420  HISTORY     - 20090220 GOOD             GEOCAC
 ES0420
 ES0420                          STATION DESCRIPTION
 ES0420
 ES0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0420'3.0 MI SE FROM DUGAS.
 ES0420'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 1.0
 ES0420'MILE SOUTH ALONG A DIM TRACK ROAD, 0.4 MILE EAST OF THE JUNCTION OF A
 ES0420'DIM ROAD LEADING SOUTHWEST, 0.2 MILE EAST OF THE CROSSING OF A CREEK,
 ES0420'ABOUT 70 YARDS SOUTH (UPGRADE) FROM THE CREEK, ON THE NORTH SLOPE OF A
 ES0420'ROCK COVERED HILL, IN TOP OF A 3-FOOT BY 3-FOOT OUTCROP PROJECTING 1/2
 ES0420'FOOT ABOVE THE GROUND, AND BEARING THE WHITE PAINTED LETTERS BM, 40
 ES0420'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A 8-INCH TREE, 24 FEET
 ES0420'SOUTHWEST OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 ES0420
 ES0420                          STATION RECOVERY (2009)
 ES0420
 ES0420'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0420'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0420'THE DESCRIPTION - THE DIM TRACK ROAD IS NOW A GRADED ROAD CALLED THE
 ES0420'GREAT WESTERN TRAIL AND THE PAINTED BM IS GONE. HANDHELD COORDINATES
 ES0420'34 20 46.8 (N)   111 56 48.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0507 ***********************************************************************
 ET0507  DESIGNATION -  W 315
 ET0507  PID         -  ET0507
 ET0507  STATE/COUNTY-  AZ/YAVAPAI
 ET0507  USGS QUAD   -  MOUNT JOSH (1979)
 ET0507
 ET0507                         *CURRENT SURVEY CONTROL
 ET0507  ___________________________________________________________________
 ET0507* NAD 83(1986)-  34 43 36.     (N)    112 42 23.     (W)     SCALED    
 ET0507* NAVD 88     -      1476.412  (meters)    4843.86   (feet)  POSTED    
 ET0507  ___________________________________________________________________
 ET0507  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 ET0507  DYNAMIC HT  -        1474.450 (meters)    4837.42  (feet)  COMP
 ET0507  MODELED GRAV-     979,253.5   (mgal)                       NAVD 88
 ET0507
 ET0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0507
 ET0507.The horizontal coordinates were scaled from a topographic map and have
 ET0507.an estimated accuracy of +/- 6 seconds.
 ET0507
 ET0507.The orthometric height was determined by differential leveling
 ET0507.and adjusted in November 2005.
 ET0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0507.rate of 0.0 thru 1.0 mm/km.
 ET0507
 ET0507.The geoid height was determined by GEOID03.
 ET0507
 ET0507.The dynamic height is computed by dividing the NAVD 88
 ET0507.geopotential number by the normal gravity value computed on the
 ET0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0507.degrees latitude (g = 980.6199 gals.).
 ET0507
 ET0507.The modeled gravity was interpolated from observed gravity values.
 ET0507
 ET0507;                    North         East    Units  Estimated Accuracy
 ET0507;SPC AZ C     -   413,540.      141,040.      MT  (+/- 180 meters Scaled)
 ET0507
 ET0507                          SUPERSEDED SURVEY CONTROL
 ET0507
 ET0507  NGVD 29 (??/??/92) 1475.583  (m)         4841.14   (f) ADJ UNCH    2 0
 ET0507
 ET0507.Superseded values are not recommended for survey control.
 ET0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0507.See file dsdata.txt to determine how the superseded data were derived.
 ET0507
 ET0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD437440(NAD 83)
 ET0507_MARKER: DB = BENCH MARK DISK
 ET0507_SETTING: 0 = UNSPECIFIED SETTING
 ET0507_STAMPING: W 315 1952
 ET0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0507+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2009
 ET0507
 ET0507  HISTORY     - Date     Condition        Report By
 ET0507  HISTORY     - 1952     MONUMENTED       CGS
 ET0507  HISTORY     - 1974     GOOD             USGS
 ET0507  HISTORY     - 20090122 GOOD             GEOCAC
 ET0507
 ET0507                          STATION DESCRIPTION
 ET0507
 ET0507'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0507'23.0 MI N FROM SKULL VALLEY.
 ET0507'FROM THE PO AT SKULL VALLEY GO NO. ALONG THE PAVED RD TOWARD PRESCOTT
 ET0507'4.8 MI., GO LEFT ON A GRADED COUNTY RD. 2.9 MI. TO A T-RD. WEST, GO
 ET0507'STRAIGHT 1.0 MI. TO T. RD. EAST, GO STRAIGHT 2.8 MI. TO A T-RD. TO THE
 ET0507'NE, GO RIGHT 7.3 MI. ON THE MAIN TRAVELED RD. TO REVERSE Y-RD AT A
 ET0507'CATTLE GUARD, GO LEFT (SW AND WEST) 4.2 MI. TO JUST EAST OF A CURVE TO
 ET0507'THE SOUTH, BM IS IN AN OPEN AREA BETWEEN THE ROAD AND A WASH, 65 FEET
 ET0507'NW OF THE CENTER LINE OF THE RD. AND ABOUT 1.0 FT. LOWER THAN THE
 ET0507'ROAD.
 ET0507
 ET0507                          STATION RECOVERY (2009)
 ET0507
 ET0507'RECOVERY NOTE BY GEOCACHING 2009 (RFC)
 ET0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0354 ***********************************************************************
 ES0354  DESIGNATION -  W 316
 ES0354  PID         -  ES0354
 ES0354  STATE/COUNTY-  AZ/YAVAPAI
 ES0354  USGS QUAD   -  DUGAS (1967)
 ES0354
 ES0354                         *CURRENT SURVEY CONTROL
 ES0354  ___________________________________________________________________
 ES0354* NAD 83(1986)-  34 21 42.     (N)    111 58 42.     (W)     SCALED    
 ES0354* NAVD 88     -      1200.64   (+/-2cm)    3939.1    (feet)  VERTCON   
 ES0354  ___________________________________________________________________
 ES0354  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 ES0354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0354
 ES0354.The horizontal coordinates were scaled from a topographic map and have
 ES0354.an estimated accuracy of +/- 6 seconds.
 ES0354
 ES0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0354.The vertical order pertains to the NGVD 29 superseded value.
 ES0354
 ES0354.The geoid height was determined by GEOID03.
 ES0354
 ES0354;                    North         East    Units  Estimated Accuracy
 ES0354;SPC AZ C     -   372,770.      207,690.      MT  (+/- 180 meters Scaled)
 ES0354
 ES0354                          SUPERSEDED SURVEY CONTROL
 ES0354
 ES0354  NGVD 29 (??/??/92) 1199.922  (m)         3936.74   (f) ADJ UNCH    2 0
 ES0354
 ES0354.Superseded values are not recommended for survey control.
 ES0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0354.See file dsdata.txt to determine how the superseded data were derived.
 ES0354
 ES0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD100026(NAD 83)
 ES0354_MARKER: DB = BENCH MARK DISK
 ES0354_SETTING: 66 = SET IN ROCK OUTCROP
 ES0354_SP_SET: ROCK OUTCROP
 ES0354_STAMPING: W 316 1952
 ES0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0354+STABILITY: POSITION/ELEVATION WELL
 ES0354
 ES0354  HISTORY     - Date     Condition        Report By
 ES0354  HISTORY     - 1952     MONUMENTED       CGS
 ES0354  HISTORY     - 20080925 GOOD             GEOCAC
 ES0354
 ES0354                          STATION DESCRIPTION
 ES0354
 ES0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0354'IN DUGAS RANCH.
 ES0354'AT THE DUGAS RANCH, 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ES0354'DUGAS RANCE HOUSE, 11 FEET NORTHWEST OF THE NORTHWEST GATE POST OF THE
 ES0354'CORRAL, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND SET IN
 ES0354'THE TOP OF A 16-FOOT BY 5-FOOT ROCK OUTCROP.
 ES0354
 ES0354                          STATION RECOVERY (2008)
 ES0354
 ES0354'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0354'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0354'34 21.717' W 111
 ES0354'58.724'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0076 ***********************************************************************
 CZ0076  DESIGNATION -  W 317
 CZ0076  PID         -  CZ0076
 CZ0076  STATE/COUNTY-  AZ/PIMA
 CZ0076  USGS QUAD   -  TUCSON EAST (1992)
 CZ0076
 CZ0076                         *CURRENT SURVEY CONTROL
 CZ0076  ___________________________________________________________________
 CZ0076* NAD 83(1986)-  32 09 16.     (N)    110 51 27.     (W)     SCALED    
 CZ0076* NAVD 88     -       831.49   (+/-2cm)    2728.0    (feet)  VERTCON   
 CZ0076  ___________________________________________________________________
 CZ0076  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CZ0076  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0076
 CZ0076.The horizontal coordinates were scaled from a topographic map and have
 CZ0076.an estimated accuracy of +/- 6 seconds.
 CZ0076
 CZ0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0076.The vertical order pertains to the NGVD 29 superseded value.
 CZ0076
 CZ0076.The geoid height was determined by GEOID03.
 CZ0076
 CZ0076;                    North         East    Units  Estimated Accuracy
 CZ0076;SPC AZ C     -   128,480.      313,270.      MT  (+/- 180 meters Scaled)
 CZ0076
 CZ0076                          SUPERSEDED SURVEY CONTROL
 CZ0076
 CZ0076  NGVD 29 (??/??/92)  830.854  (m)         2725.89   (f) ADJ UNCH    1 2
 CZ0076
 CZ0076.Superseded values are not recommended for survey control.
 CZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0076.See file dsdata.txt to determine how the superseded data were derived.
 CZ0076
 CZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA134575(NAD 83)
 CZ0076_MARKER: DB = BENCH MARK DISK
 CZ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0076_STAMPING: W 317 1952
 CZ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0076+STABILITY: SURFACE MOTION
 CZ0076
 CZ0076  HISTORY     - Date     Condition        Report By
 CZ0076  HISTORY     - 1952     MONUMENTED       CGS
 CZ0076  HISTORY     - 1980     MARK NOT FOUND   USGS
 CZ0076
 CZ0076                          STATION DESCRIPTION
 CZ0076
 CZ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0076'1.3 MI SE FROM WILMOT.
 CZ0076'1.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0076'THE STATION SIGN AT WILMOT, ABOUT 45 YARDS SOUTH OF THE WILMOT ROAD
 CZ0076'CROSSING, 101 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 48 FEET EAST OF
 CZ0076'THE CENTER LINE OF THE WILMOT ROAD, 23.6 FEET SOUTHEAST OF A FENCE
 CZ0076'CORNER, 17.5 FEET NORTHEAST OF AN IRON GATE, 6.4 FEET SOUTHEAST OF A T
 CZ0076'JUNCTION IN THE FENCE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 CZ0076'LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 CZ0076'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0076
 CZ0076                          STATION RECOVERY (1980)
 CZ0076
 CZ0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0293 ***********************************************************************
 ET0293  DESIGNATION -  W 318
 ET0293  PID         -  ET0293
 ET0293  STATE/COUNTY-  AZ/YAVAPAI
 ET0293  USGS QUAD   -  CORDES JUNCTION (1974)
 ET0293
 ET0293                         *CURRENT SURVEY CONTROL
 ET0293  ___________________________________________________________________
 ET0293* NAD 83(1986)-  34 15 51.     (N)    112 04 07.     (W)     SCALED    
 ET0293* NAVD 88     -      1045.91   (+/-2cm)    3431.5    (feet)  VERTCON   
 ET0293  ___________________________________________________________________
 ET0293  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 ET0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0293
 ET0293.The horizontal coordinates were scaled from a topographic map and have
 ET0293.an estimated accuracy of +/- 6 seconds.
 ET0293
 ET0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0293.The vertical order pertains to the NGVD 29 superseded value.
 ET0293
 ET0293.The geoid height was determined by GEOID03.
 ET0293
 ET0293;                    North         East    Units  Estimated Accuracy
 ET0293;SPC AZ C     -   361,960.      199,370.      MT  (+/- 180 meters Scaled)
 ET0293
 ET0293                          SUPERSEDED SURVEY CONTROL
 ET0293
 ET0293  NGVD 29 (??/??/92) 1045.250  (m)         3429.29   (f) ADJ UNCH    2 0
 ET0293
 ET0293.Superseded values are not recommended for survey control.
 ET0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0293.See file dsdata.txt to determine how the superseded data were derived.
 ET0293
 ET0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC016919(NAD 83)
 ET0293_MARKER: DB = BENCH MARK DISK
 ET0293_SETTING: 80 = SET IN A BOULDER
 ET0293_SP_SET: BOULDER
 ET0293_STAMPING: W 318 1952
 ET0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0293+STABILITY: SURFACE MOTION
 ET0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0293+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0293
 ET0293  HISTORY     - Date     Condition        Report By
 ET0293  HISTORY     - 1952     MONUMENTED       CGS
 ET0293  HISTORY     - 1974     GOOD             USGS
 ET0293  HISTORY     - 20080125 GOOD             GEOCAC
 ET0293
 ET0293                          STATION DESCRIPTION
 ET0293
 ET0293'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0293'7.7 MI SE FROM CORDES.
 ET0293'7.7 MILES SOUTHEAST ALONG THE BLOODY BASIN ROAD FROM THE ROAD JUNCTION
 ET0293'AT CORDES.  ON A SMALL FLAT BETWEEN TWO UPGRADES, AT THE EASTERNMOST
 ET0293'ONE OF SEVERAL GROUPS OF LARGE GRANITE BOULDERS, IN TOP OF THE CENTER
 ET0293'OF A 7-FOOT BY 9-FOOT GRANITE BOULDER PROJECTING 5 FEET ABOVE THE
 ET0293'GROUND, 43 FEET NORTH OF THE CENTER LINE OF AND ABOUT 2 FEET HIGHER
 ET0293'THAN THE ROAD.
 ET0293
 ET0293                          STATION RECOVERY (2008)
 ET0293
 ET0293'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0293'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0293'THE DESCRIPTION - THE MARK IS LOCATED 3.3 MILES SOUTHEAST ALONG BLOODY
 ET0293'BASIN ROAD FROM THE ROAD JUNCTION WITH INTERSTATE 17. HANDHELD
 ET0293'COORDINATES
 ET0293'34 15 51.5 (N)   112 04 07.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8617 ***********************************************************************
 DE8617  DESIGNATION -  W 320 RESET
 DE8617  PID         -  DE8617
 DE8617  STATE/COUNTY-  AZ/MARICOPA
 DE8617  USGS QUAD   -  SENTINEL (1986)
 DE8617
 DE8617                         *CURRENT SURVEY CONTROL
 DE8617  ___________________________________________________________________
 DE8617* NAD 83(1986)-  32 51 33.     (N)    113 11 46.     (W)     SCALED    
 DE8617* NAVD 88     -       212.56   (meters)     697.4    (feet)  RESET     
 DE8617  ___________________________________________________________________
 DE8617  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DE8617  VERT ORDER  -  THIRD
 DE8617
 DE8617.The horizontal coordinates were scaled from a topographic map and have
 DE8617.an estimated accuracy of +/- 6 seconds.
 DE8617
 DE8617.The orthometric height was computed from unverified reset data.
 DE8617.No vertical observational check was made to the station.
 DE8617
 DE8617.The geoid height was determined by GEOID03.
 DE8617
 DE8617;                    North         East    Units  Estimated Accuracy
 DE8617;SPC AZ C     -   206,860.       93,610.      MT  (+/- 180 meters Scaled)
 DE8617
 DE8617                          SUPERSEDED SURVEY CONTROL
 DE8617
 DE8617.No superseded survey control is available for this station.
 DE8617
 DE8617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB945378(NAD 83)
 DE8617_MARKER: DV = VERTICAL CONTROL DISK
 DE8617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8617_STAMPING: W 320 RESET 2002
 DE8617_MARK LOGO: NGS   
 DE8617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8617+STABILITY: SURFACE MOTION
 DE8617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8617+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DE8617
 DE8617  HISTORY     - Date     Condition        Report By
 DE8617  HISTORY     - 2002     MONUMENTED       NGS
 DE8617  HISTORY     - 20060128 GOOD             USPSQD
 DE8617  HISTORY     - 20060128 GOOD             USPSQD
 DE8617
 DE8617                          STATION DESCRIPTION
 DE8617
 DE8617'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8617'TO REACH THE STATION GO, 1.4 KM (0.85 MI) NORTHEAST ALONG THE SOUTHERN
 DE8617'PACIFIC RALROAD FROM THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS
 DE8617'IN SENTINEL, AT RAILROAD MILEPOST 827 AND INTERSTATE MILEPOST 88,
 DE8617'27.95 METERS (91.70 FT) NORTHWEST OF THE NORTHWEST RAIL, 29.35 METERS
 DE8617'(96.29 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST-BOUND LANES OF THE
 DE8617'INTERSTATE, 1.67 METERS (5.48 FT) SOUTHEAST OF THE HIGHWAY
 DE8617'RIGHT-OF-WAY FENCE.  THE MARK IS 2 FT (0.6 M) EAST OF A WHITE
 DE8617'CARSONITE POST WITH A SURVEY MARKER SIGN.  THE MARK IS 0.4 M (1.3 FT)
 DE8617'BELOW THE TRACKS.
 DE8617
 DE8617                          STATION RECOVERY (2006)
 DE8617
 DE8617'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DE8617'RECOVERED AS DESCRIBED.
 DE8617
 DE8617                          STATION RECOVERY (2006)
 DE8617
 DE8617'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DE8617'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1043 ***********************************************************************
 DA1043  DESIGNATION -  W 322
 DA1043  PID         -  DA1043
 DA1043  STATE/COUNTY-  AZ/YUMA
 DA1043  USGS QUAD   -  TACNA (1982)
 DA1043
 DA1043                         *CURRENT SURVEY CONTROL
 DA1043  ___________________________________________________________________
 DA1043* NAD 83(1986)-  32 42 02.     (N)    113 55 37.     (W)     SCALED    
 DA1043* NAVD 88     -       105.738  (meters)     346.91   (feet)  ADJUSTED  
 DA1043  ___________________________________________________________________
 DA1043  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DA1043  DYNAMIC HT  -         105.615 (meters)     346.51  (feet)  COMP
 DA1043  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 DA1043
 DA1043  VERT ORDER  -  FIRST     CLASS II
 DA1043
 DA1043.The horizontal coordinates were scaled from a topographic map and have
 DA1043.an estimated accuracy of +/- 6 seconds.
 DA1043
 DA1043.The orthometric height was determined by differential leveling
 DA1043.and adjusted in June 1991.
 DA1043
 DA1043.The geoid height was determined by GEOID03.
 DA1043
 DA1043.The dynamic height is computed by dividing the NAVD 88
 DA1043.geopotential number by the normal gravity value computed on the
 DA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1043.degrees latitude (g = 980.6199 gals.).
 DA1043
 DA1043.The modeled gravity was interpolated from observed gravity values.
 DA1043
 DA1043;                    North         East    Units  Estimated Accuracy
 DA1043;SPC AZ W     -   188,570.      196,770.      MT  (+/- 180 meters Scaled)
 DA1043
 DA1043                          SUPERSEDED SURVEY CONTROL
 DA1043
 DA1043  NGVD 29 (??/??/92)  105.066  (m)          344.70   (f) ADJ UNCH    1 2
 DA1043
 DA1043.Superseded values are not recommended for survey control.
 DA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1043.See file dsdata.txt to determine how the superseded data were derived.
 DA1043
 DA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB256218(NAD 83)
 DA1043_MARKER: DB = BENCH MARK DISK
 DA1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1043_SP_SET: ABUTMENT
 DA1043_STAMPING: W 322 1952
 DA1043_MARK LOGO: CGS   
 DA1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1043+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA1043
 DA1043  HISTORY     - Date     Condition        Report By
 DA1043  HISTORY     - 1952     MONUMENTED       CGS
 DA1043  HISTORY     - 1960     GOOD             NGS
 DA1043  HISTORY     - 1981     GOOD             NGS
 DA1043  HISTORY     - 1981     GOOD             NGS
 DA1043  HISTORY     - 20090206 GOOD             GEOCAC
 DA1043
 DA1043                          STATION DESCRIPTION
 DA1043
 DA1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA1043'1.5 MI E FROM TACNA.
 DA1043'1.5 MILES EASTERLY ALONG U. S. HIGHWAY FROM THE POST OFFICE AT TACNA,
 DA1043'0.3 MILE EAST FROM HIGHWAY MILE POST 46, SET IN A DRILL HOLE IN THE
 DA1043'TOP OF THE NORTHWEST ABUTMENT OF A SMALL BRIDGE UNDER THE RAILROAD OF
 DA1043'THE SOUTHERN PACIFIC COMPANY, 5.6 FEET NORTH FROM THE NORTH RAIL AND
 DA1043'0.3 FOOT LOWER THAN THE TRACK.
 DA1043
 DA1043                          STATION RECOVERY (1981)
 DA1043
 DA1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1043'RECOVERED IN GOOD CONDITION.
 DA1043
 DA1043                          STATION RECOVERY (1981)
 DA1043
 DA1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1043'RECOVERED IN GOOD CONDITION.
 DA1043
 DA1043                          STATION RECOVERY (2009)
 DA1043
 DA1043'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1043'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DA1043'OF N 32 42' 02.5 W
 DA1043'113 55' 35.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0186 ***********************************************************************
 DU0186  DESIGNATION -  W 323
 DU0186  PID         -  DU0186
 DU0186  STATE/COUNTY-  AZ/GRAHAM
 DU0186  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0186
 DU0186                         *CURRENT SURVEY CONTROL
 DU0186  ___________________________________________________________________
 DU0186* NAD 83(1986)-  33 18 06.     (N)    110 04 10.     (W)     SCALED    
 DU0186* NAVD 88     -      1579.098  (meters)    5180.76   (feet)  ADJUSTED  
 DU0186  ___________________________________________________________________
 DU0186  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DU0186  DYNAMIC HT  -        1576.811 (meters)    5173.25  (feet)  COMP
 DU0186  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 DU0186
 DU0186  VERT ORDER  -  SECOND    CLASS 0
 DU0186
 DU0186.The horizontal coordinates were scaled from a topographic map and have
 DU0186.an estimated accuracy of +/- 6 seconds.
 DU0186
 DU0186.The orthometric height was determined by differential leveling
 DU0186.and adjusted in June 1991.
 DU0186
 DU0186.The geoid height was determined by GEOID03.
 DU0186
 DU0186.The dynamic height is computed by dividing the NAVD 88
 DU0186.geopotential number by the normal gravity value computed on the
 DU0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0186.degrees latitude (g = 980.6199 gals.).
 DU0186
 DU0186.The modeled gravity was interpolated from observed gravity values.
 DU0186
 DU0186;                    North         East    Units  Estimated Accuracy
 DU0186;SPC AZ E     -   255,210.      222,410.      MT  (+/- 180 meters Scaled)
 DU0186
 DU0186                          SUPERSEDED SURVEY CONTROL
 DU0186
 DU0186  NGVD 29 (??/??/92) 1578.415  (m)         5178.52   (f) ADJ UNCH    2 0
 DU0186
 DU0186.Superseded values are not recommended for survey control.
 DU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0186.See file dsdata.txt to determine how the superseded data were derived.
 DU0186
 DU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB866851(NAD 83)
 DU0186_MARKER: DB = BENCH MARK DISK
 DU0186_SETTING: 66 = SET IN ROCK OUTCROP
 DU0186_SP_SET: ROCK OUTCROP
 DU0186_STAMPING: W 323 1952
 DU0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0186+STABILITY: POSITION/ELEVATION WELL
 DU0186
 DU0186  HISTORY     - Date     Condition        Report By
 DU0186  HISTORY     - 1952     MONUMENTED       CGS
 DU0186
 DU0186                          STATION DESCRIPTION
 DU0186
 DU0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0186'7.2 MI SW FROM ASH CREEK RANCH.
 DU0186'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM THE ASH
 DU0186'CREEK RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD,
 DU0186'THENCE 4.8 MILES SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, AT A
 DU0186'SUMMIT IN A SADDLE, 150 FEET SOUTH OF THE SUMMIT, 52 FEET SOUTHEAST OF
 DU0186'THE CENTER LINE OF THE ROAD, ABOUT 16 FEET HIGHER THAN THE ROAD, AND
 DU0186'SET IN THE TOP OF A MALPAIS ROCK OUTCROP PROJECTING 3 FOOT ABOVE THE
 DU0186'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0384 ***********************************************************************
 CY0384  DESIGNATION -  W 324
 CY0384  PID         -  CY0384
 CY0384  STATE/COUNTY-  AZ/COCHISE
 CY0384  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0384
 CY0384                         *CURRENT SURVEY CONTROL
 CY0384  ___________________________________________________________________
 CY0384* NAD 83(1986)-  32 13 03.     (N)    109 51 17.     (W)     SCALED    
 CY0384* NAVD 88     -      1269.118  (meters)    4163.76   (feet)  ADJUSTED  
 CY0384  ___________________________________________________________________
 CY0384  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CY0384  DYNAMIC HT  -        1267.207 (meters)    4157.49  (feet)  COMP
 CY0384  MODELED GRAV-     979,089.7   (mgal)                       NAVD 88
 CY0384
 CY0384  VERT ORDER  -  FIRST     CLASS II
 CY0384
 CY0384.The horizontal coordinates were scaled from a topographic map and have
 CY0384.an estimated accuracy of +/- 6 seconds.
 CY0384
 CY0384.The orthometric height was determined by differential leveling
 CY0384.and adjusted in June 1991.
 CY0384
 CY0384.The geoid height was determined by GEOID03.
 CY0384
 CY0384.The dynamic height is computed by dividing the NAVD 88
 CY0384.geopotential number by the normal gravity value computed on the
 CY0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0384.degrees latitude (g = 980.6199 gals.).
 CY0384
 CY0384.The modeled gravity was interpolated from observed gravity values.
 CY0384
 CY0384;                    North         East    Units  Estimated Accuracy
 CY0384;SPC AZ E     -   135,030.      242,760.      MT  (+/- 180 meters Scaled)
 CY0384
 CY0384                          SUPERSEDED SURVEY CONTROL
 CY0384
 CY0384  NGVD 29 (??/??/92) 1268.347  (m)         4161.24   (f) ADJ UNCH    1 2
 CY0384
 CY0384.Superseded values are not recommended for survey control.
 CY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0384.See file dsdata.txt to determine how the superseded data were derived.
 CY0384
 CY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA079651(NAD 83)
 CY0384_MARKER: DB = BENCH MARK DISK
 CY0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0384_STAMPING: W 324 1952
 CY0384_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0384+STABILITY: SURFACE MOTION
 CY0384
 CY0384  HISTORY     - Date     Condition        Report By
 CY0384  HISTORY     - 1952     MONUMENTED       CGS
 CY0384  HISTORY     - 1979     GOOD             NGS
 CY0384
 CY0384                          STATION DESCRIPTION
 CY0384
 CY0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0384'2.8 MI SW FROM WILLCOX.
 CY0384'2.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0384'THE STATION AT WILLCOX, AT MILEPOLE NUMBER 1072, 137 FEET NORTH OF
 CY0384'BRIDGE NUMBER 1071.97, 66 FEET SOUTHEAST OF THE CENTER LINE OF A
 CY0384'GRADED ROAD, 60.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 52.6 FEET
 CY0384'SOUTHWEST OF MILEPOST NUMBER 1072, 2.1 FEET NORTHEAST OF A WITNESS
 CY0384'POST, ABOUT 4.0 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 CY0384'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0384
 CY0384                          STATION RECOVERY (1979)
 CY0384
 CY0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0384'4.3 KILOMETERS (2.7 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0384'RAILROAD FROM THE STATION IN WILLCOX, 0.2 KILOMETER (0.1 MILE)
 CY0384'NORTHEAST OF THE JUNCTION OF A GRADED ROAD AND A DRIVEWAY TO A RANCH
 CY0384'HOUSE, 18.4 METERS (60.5 FEET) NORTHWEST OF THE NORTHWEST RAIL,
 CY0384'43.4 METERS (143 FEET) NORTH-NORTHEAST OF THE NORTHWEST END OF THE
 CY0384'NORTHEASTERN OF TWO 1-METER PIPE CULVERTS UNDER THE RAILROAD, 29.2
 CY0384'METERS (96 FEET) SOUTH OF AN UNDERGROUND CABLE ROUTE SIGN POST,
 CY0384'20.2 METERS (66 FEET) SOUTHEAST OF THE CENTERLINE OF THE GRADED
 CY0384'ROAD AND 16.2 METERS (53 FEET) WEST OF MILE POST 1072.
 CY0384'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CY0384'THE MARK IS 1.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0021 ***********************************************************************
 CG0021  DESIGNATION -  W 325
 CG0021  PID         -  CG0021
 CG0021  STATE/COUNTY-  AZ/COCHISE
 CG0021  USGS QUAD   -  BENSON (1983)
 CG0021
 CG0021                         *CURRENT SURVEY CONTROL
 CG0021  ___________________________________________________________________
 CG0021* NAD 83(1986)-  31 57 59.     (N)    110 17 23.     (W)     SCALED    
 CG0021* NAVD 88     -      1085.898  (meters)    3562.65   (feet)  ADJUSTED  
 CG0021  ___________________________________________________________________
 CG0021  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0021  DYNAMIC HT  -        1084.282 (meters)    3557.35  (feet)  COMP
 CG0021  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CG0021
 CG0021  VERT ORDER  -  FIRST     CLASS II
 CG0021
 CG0021.The horizontal coordinates were scaled from a topographic map and have
 CG0021.an estimated accuracy of +/- 6 seconds.
 CG0021
 CG0021.The orthometric height was determined by differential leveling
 CG0021.and adjusted in June 1991.
 CG0021
 CG0021.The geoid height was determined by GEOID03.
 CG0021
 CG0021.The dynamic height is computed by dividing the NAVD 88
 CG0021.geopotential number by the normal gravity value computed on the
 CG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0021.degrees latitude (g = 980.6199 gals.).
 CG0021
 CG0021.The modeled gravity was interpolated from observed gravity values.
 CG0021
 CG0021;                    North         East    Units  Estimated Accuracy
 CG0021;SPC AZ E     -   107,150.      201,730.      MT  (+/- 180 meters Scaled)
 CG0021
 CG0021                          SUPERSEDED SURVEY CONTROL
 CG0021
 CG0021  NGVD 29 (??/??/92) 1085.088  (m)         3559.99   (f) ADJ UNCH    1 2
 CG0021
 CG0021.Superseded values are not recommended for survey control.
 CG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0021.See file dsdata.txt to determine how the superseded data were derived.
 CG0021
 CG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA671369(NAD 83)
 CG0021_MARKER: DB = BENCH MARK DISK
 CG0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0021_SP_SET: OVERPASS
 CG0021_STAMPING: W 325 1952
 CG0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0021
 CG0021  HISTORY     - Date     Condition        Report By
 CG0021  HISTORY     - 1952     MONUMENTED       CGS
 CG0021  HISTORY     - 1960     GOOD             NGS
 CG0021  HISTORY     - 1979     GOOD             NGS
 CG0021
 CG0021                          STATION DESCRIPTION
 CG0021
 CG0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0021'IN BENSON.
 CG0021'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0021'STATION AT BENSON, IN THE TOP OF THE SOUTH END OF A NORTH-SOUTH
 CG0021'RETAINING WALL OF A SOUTHERN PACIFIC COMPANY RAILROAD OVERPASS, AT THE
 CG0021'VERTEX OF A NORTH-SOUTH AND AN EASTWEST RETAINING WALL, AND OVER THE
 CG0021'CENTER LINE OF STATE HIGHWAY 86, 62 1/2 FEET SOUTH OF MILEPOLE NUMBER
 CG0021'1033, 6.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.6 FOOT NORTH OF THE
 CG0021'SOUTH END OF A RETAINING WALL, 0.5 FOOT EAST OF THE WEST END OF A
 CG0021'WALL, AND 2.9 FEET HIGHER THAN THE TRACK.
 CG0021
 CG0021                          STATION RECOVERY (1960)
 CG0021
 CG0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0021'RECOVERED IN GOOD CONDITION.
 CG0021
 CG0021                          STATION RECOVERY (1979)
 CG0021
 CG0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0021'AT BENSON, AT THE BENSON RAILROAD OVERPASS BRIDGE OVER BUSINESS
 CG0021'ROUTE 10, SET IN TOP OF THE NORTHEAST RETAINING WALL AND IN THE
 CG0021'SOUTH END OF THE HEADWALL OVER THE INBOUND LANES, 21.5 FEET NORTHEAST
 CG0021'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACKS, 62.5 FEET SOUTHEAST OF
 CG0021'RAILROAD MILE POST 1033, 39 FEET WEST OF THE EAST END OF THE HEADWALL
 CG0021'IN THE CENTER OF THE BUSINESS ROUTE, AND 27 FEET SOUTH OF THE NORTH
 CG0021'END OF THE HEADWALL OVER THE WESTBOUND LANES OF THE BUSINESS ROUTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0295 ***********************************************************************
 CY0295  DESIGNATION -  W 330
 CY0295  PID         -  CY0295
 CY0295  STATE/COUNTY-  AZ/COCHISE
 CY0295  USGS QUAD   -  OLGA (1974)
 CY0295
 CY0295                         *CURRENT SURVEY CONTROL
 CY0295  ___________________________________________________________________
 CY0295* NAD 83(1986)-  32 17 27.     (N)    109 19 20.     (W)     SCALED    
 CY0295* NAVD 88     -      1099.109  (meters)    3605.99   (feet)  ADJUSTED  
 CY0295  ___________________________________________________________________
 CY0295  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CY0295  DYNAMIC HT  -        1097.489 (meters)    3600.68  (feet)  COMP
 CY0295  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 CY0295
 CY0295  VERT ORDER  -  FIRST     CLASS II
 CY0295
 CY0295.The horizontal coordinates were scaled from a topographic map and have
 CY0295.an estimated accuracy of +/- 6 seconds.
 CY0295
 CY0295.The orthometric height was determined by differential leveling
 CY0295.and adjusted in June 1991.
 CY0295
 CY0295.The geoid height was determined by GEOID03.
 CY0295
 CY0295.The dynamic height is computed by dividing the NAVD 88
 CY0295.geopotential number by the normal gravity value computed on the
 CY0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0295.degrees latitude (g = 980.6199 gals.).
 CY0295
 CY0295.The modeled gravity was interpolated from observed gravity values.
 CY0295
 CY0295;                    North         East    Units  Estimated Accuracy
 CY0295;SPC AZ E     -   143,430.      292,900.      MT  (+/- 180 meters Scaled)
 CY0295
 CY0295                          SUPERSEDED SURVEY CONTROL
 CY0295
 CY0295  NGVD 29 (??/??/92) 1098.398  (m)         3603.66   (f) ADJ UNCH    1 2
 CY0295
 CY0295.Superseded values are not recommended for survey control.
 CY0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0295.See file dsdata.txt to determine how the superseded data were derived.
 CY0295
 CY0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA579739(NAD 83)
 CY0295_MARKER: DB = BENCH MARK DISK
 CY0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0295_STAMPING: W 330 1952
 CY0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0295+STABILITY: SURFACE MOTION
 CY0295
 CY0295  HISTORY     - Date     Condition        Report By
 CY0295  HISTORY     - 1952     MONUMENTED       CGS
 CY0295  HISTORY     - 1970     GOOD             NGS
 CY0295  HISTORY     - 1979     POOR             NGS
 CY0295
 CY0295                          STATION DESCRIPTION
 CY0295
 CY0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CY0295'5.0 MI WNW FROM SAN SIMON.
 CY0295'2.2 MILES EAST OF THE POST OFFICE AT BOWIE ON I-10 BUSINESS LOOP TO
 CY0295'FRONTAGE ROAD THENCE EAST OF FRONTAGE ROAD 8.2 MILES, 111 FEET NORTH
 CY0295'OF THE CENTER OF THE ROAD, 88 FEET SOUTH OF THE SOUTH RAIL OF THE
 CY0295'RAILROAD TRACK, AND 3 FEET EAST-NORTHEAST OF A WOODEN 4X4 WITNESS POST
 CY0295'WITH SIGN ATTACHED SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 CY0295'CONCRETE MONUMENT PROJECTING 2 INCHES ON ITS SOUTH SIDE BUT ERODED TO
 CY0295'12 INCHES ON THE NORTH SIDE.  SEC 19, T 13 S, R 30 E.
 CY0295
 CY0295                          STATION RECOVERY (1979)
 CY0295
 CY0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0295'THIS MARK IS ON THE EDGE OF A CUT BANK AND WILL BE DESTROYED AFTER
 CY0295'BEING LEVELED TO IN 1980.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0522 ***********************************************************************
 DA0522  DESIGNATION -  W 331
 DA0522  PID         -  DA0522
 DA0522  STATE/COUNTY-  AZ/MARICOPA
 DA0522  USGS QUAD   -  MIDWAY (1986)
 DA0522
 DA0522                         *CURRENT SURVEY CONTROL
 DA0522  ___________________________________________________________________
 DA0522* NAD 83(1986)-  32 43 01.     (N)    112 50 31.     (W)     SCALED    
 DA0522* NAVD 88     -       317.34   (+/-2cm)    1041.1    (feet)  VERTCON   
 DA0522  ___________________________________________________________________
 DA0522  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0522  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0522
 DA0522.The horizontal coordinates were scaled from a topographic map and have
 DA0522.an estimated accuracy of +/- 6 seconds.
 DA0522
 DA0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0522.The vertical order pertains to the NGVD 29 superseded value.
 DA0522
 DA0522.The geoid height was determined by GEOID03.
 DA0522
 DA0522;                    North         East    Units  Estimated Accuracy
 DA0522;SPC AZ C     -   190,740.      126,620.      MT  (+/- 180 meters Scaled)
 DA0522
 DA0522                          SUPERSEDED SURVEY CONTROL
 DA0522
 DA0522  NGVD 29 (??/??/92)  316.713  (m)         1039.08   (f) ADJ UNCH    1 2
 DA0522
 DA0522.Superseded values are not recommended for survey control.
 DA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0522.See file dsdata.txt to determine how the superseded data were derived.
 DA0522
 DA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB273214(NAD 83)
 DA0522_MARKER: DB = BENCH MARK DISK
 DA0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0522_STAMPING: W 331 1953
 DA0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0522+STABILITY: SURFACE MOTION
 DA0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0522+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0522
 DA0522  HISTORY     - Date     Condition        Report By
 DA0522  HISTORY     - 1953     MONUMENTED       CGS
 DA0522  HISTORY     - 1980     GOOD             USGS
 DA0522  HISTORY     - 20060219 GOOD             USPSQD
 DA0522  HISTORY     - 20070603 GOOD             GEOCAC
 DA0522
 DA0522                          STATION DESCRIPTION
 DA0522
 DA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0522'18.3 MI S FROM GILA BEND.
 DA0522'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0522'COMPANY RAILROAD STATION AT GILA BEND, THENCE 2.7 MILES SOUTH ALONG
 DA0522'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, THENCE 0.6 MILE WEST
 DA0522'ALONG A DIRT ROAD LEADING TO WILLIAMS AIR FORCE AUXILIARY FIELD NO. 4,
 DA0522'AT THE INTERSECTION OF STATE HIGHWAY 85 AND THE ENTRANCE TO THE FIELD,
 DA0522'65.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTH OF THE
 DA0522'CENTER LINE OF THE ROAD, 2.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 DA0522'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0522'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING
 DA0522'17.7 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0522'COMPANY RAILROAD STATION AT GILA BEND.
 DA0522
 DA0522                          STATION RECOVERY (1980)
 DA0522
 DA0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0522'THE MARK IS 16.2 MILES SOUTH ALONG STATE HWY. 85 FROM THE OVERPASS AT
 DA0522'US HWY I-8 WEST OF GILA BEND, 190 FT NORTH OF A ROAD JCT. LEADING TO
 DA0522'AN AIRSTRIP TO THE WEST, 115 FT SOUTHEAST OF THE R.O.W. FENCE, 65 FT
 DA0522'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FT EAST OF A WITNESS POST,
 DA0522'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT A STANDARD TABLET
 DA0522'STAMPED "W 331 1953".
 DA0522
 DA0522                          STATION RECOVERY (2006)
 DA0522
 DA0522'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0522'RECOVERED AS DESCRIBED.
 DA0522
 DA0522                          STATION RECOVERY (2007)
 DA0522
 DA0522'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0307 ***********************************************************************
 DA0307  DESIGNATION -  W 332
 DA0307  PID         -  DA0307
 DA0307  STATE/COUNTY-  AZ/PIMA
 DA0307  USGS QUAD   -  AJO NORTH (1990)
 DA0307
 DA0307                         *CURRENT SURVEY CONTROL
 DA0307  ___________________________________________________________________
 DA0307* NAD 83(1986)-  32 27 40.     (N)    112 51 11.     (W)     SCALED    
 DA0307* NAVD 88     -       429.356  (meters)    1408.65   (feet)  ADJUSTED  
 DA0307  ___________________________________________________________________
 DA0307  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DA0307  DYNAMIC HT  -         428.817 (meters)    1406.88  (feet)  COMP
 DA0307  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 DA0307
 DA0307  VERT ORDER  -  FIRST     CLASS II
 DA0307
 DA0307.The horizontal coordinates were scaled from a topographic map and have
 DA0307.an estimated accuracy of +/- 6 seconds.
 DA0307
 DA0307.The orthometric height was determined by differential leveling
 DA0307.and adjusted in June 1991.
 DA0307
 DA0307.The geoid height was determined by GEOID03.
 DA0307
 DA0307.The dynamic height is computed by dividing the NAVD 88
 DA0307.geopotential number by the normal gravity value computed on the
 DA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0307.degrees latitude (g = 980.6199 gals.).
 DA0307
 DA0307.The modeled gravity was interpolated from observed gravity values.
 DA0307
 DA0307;                    North         East    Units  Estimated Accuracy
 DA0307;SPC AZ C     -   162,380.      125,330.      MT  (+/- 180 meters Scaled)
 DA0307
 DA0307                          SUPERSEDED SURVEY CONTROL
 DA0307
 DA0307  NGVD 29 (??/??/92)  428.690  (m)         1406.46   (f) ADJ UNCH    1 2
 DA0307
 DA0307.Superseded values are not recommended for survey control.
 DA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0307.See file dsdata.txt to determine how the superseded data were derived.
 DA0307
 DA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA258930(NAD 83)
 DA0307_MARKER: DB = BENCH MARK DISK
 DA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0307_STAMPING: W 332 12.53
 DA0307_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0307+STABILITY: SURFACE MOTION
 DA0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0307+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0307
 DA0307  HISTORY     - Date     Condition        Report By
 DA0307  HISTORY     - 1953     MONUMENTED       CGS
 DA0307  HISTORY     - 1980     GOOD             NGS
 DA0307  HISTORY     - 20060218 GOOD             USPSQD
 DA0307  HISTORY     - 20070603 GOOD             GEOCAC
 DA0307
 DA0307                          STATION DESCRIPTION
 DA0307
 DA0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0307'6.6 MI N FROM AJO.
 DA0307'6.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0307'THE STATION AT AJO, 349 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD
 DA0307'AT THE NORTH ENTRANCE TO AJO AIRPORT, AT THE CROSSING OF A PAVED ROAD,
 DA0307'98 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM MILEPOLE 37, 69 1/2 FEET
 DA0307'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 56.0 FEET WEST OF THE CENTER
 DA0307'OF THE SOUTHWEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 3.5
 DA0307'FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD,
 DA0307'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0307'GROUND.
 DA0307
 DA0307                          STATION RECOVERY (1980)
 DA0307
 DA0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0307'11.0 KM (6.85 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0307'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, AT RAILWAY MILEPOLE
 DA0307'37, 21.2 METERS (69.5 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED
 DA0307'ROAD PARALLELING THE TRACKS AND LEADING SOUTHEAST TO CHILDS, 106.4
 DA0307'METERS (349 FT) SOUTHEAST OF THE CENTERLINE OF A CATTLE GUARD IN THE
 DA0307'ROAD, 29.9 METERS (98.0 FT) SOUTHWEST AND ACROSS THE ROAD FROM THE
 DA0307'MILEPOLE, 17.1 METERS (56.0 FT) WEST OF THE TOP CENTER OF THE
 DA0307'SOUTHWEST END OF A 90-CM (36-INCH) STEEL PIPE CULVERT.
 DA0307'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0307'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0307
 DA0307                          STATION RECOVERY (2006)
 DA0307
 DA0307'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0307'RECOVERED AS DESCRIBED.
 DA0307
 DA0307                          STATION RECOVERY (2007)
 DA0307
 DA0307'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0396 ***********************************************************************
 CG0396  DESIGNATION -  W 334
 CG0396  PID         -  CG0396
 CG0396  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0396  USGS QUAD   -  TUBAC (1981)
 CG0396
 CG0396                         *CURRENT SURVEY CONTROL
 CG0396  ___________________________________________________________________
 CG0396* NAD 83(1986)-  31 32 05.     (N)    111 01 09.     (W)     SCALED    
 CG0396* NAVD 88     -      1011.82   (+/-2cm)    3319.6    (feet)  VERTCON   
 CG0396  ___________________________________________________________________
 CG0396  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CG0396  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0396
 CG0396.The horizontal coordinates were scaled from a topographic map and have
 CG0396.an estimated accuracy of +/- 6 seconds.
 CG0396
 CG0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0396.The vertical order pertains to the NGVD 29 superseded value.
 CG0396
 CG0396.The geoid height was determined by GEOID03.
 CG0396
 CG0396;                    North         East    Units  Estimated Accuracy
 CG0396;SPC AZ C     -    59,630.      298,590.      MT  (+/- 180 meters Scaled)
 CG0396
 CG0396                          SUPERSEDED SURVEY CONTROL
 CG0396
 CG0396  NGVD 29 (??/??/92) 1010.960  (m)         3316.79   (f) ADJ UNCH    1 2
 CG0396
 CG0396.Superseded values are not recommended for survey control.
 CG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0396.See file dsdata.txt to determine how the superseded data were derived.
 CG0396
 CG0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV981888(NAD 83)
 CG0396_MARKER: DB = BENCH MARK DISK
 CG0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0396_STAMPING: W 334 1953
 CG0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0396+STABILITY: SURFACE MOTION
 CG0396
 CG0396  HISTORY     - Date     Condition        Report By
 CG0396  HISTORY     - 1953     MONUMENTED       CGS
 CG0396  HISTORY     - 1959     GOOD             NGS
 CG0396
 CG0396                          STATION DESCRIPTION
 CG0396
 CG0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0396'12.7 I S FROM AMADO.
 CG0396'12.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0396'WATER TANK AT AMADO, 0.3 MILE NORTHWEST OF THE OTERO SIDING SIGN AND A
 CG0396'STOCK PEN, 1 POLE SOUTHEAST OF MILEPOLE 1034, 39.5 FEET SOUTHWEST OF
 CG0396'THE SOUTHWEST RAIL, 11 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 CG0396'ROAD, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF A
 CG0396'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CG0396'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0396
 CG0396                          STATION RECOVERY (1959)
 CG0396
 CG0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CG0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0491 ***********************************************************************
 DA0491  DESIGNATION -  W 336
 DA0491  PID         -  DA0491
 DA0491  STATE/COUNTY-  AZ/PIMA
 DA0491  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0491
 DA0491                         *CURRENT SURVEY CONTROL
 DA0491  ___________________________________________________________________
 DA0491* NAD 83(1986)-  32 28 52.     (N)    112 33 19.     (W)     SCALED    
 DA0491* NAVD 88     -       763.48   (+/-2cm)    2504.9    (feet)  VERTCON   
 DA0491  ___________________________________________________________________
 DA0491  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DA0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0491
 DA0491.The horizontal coordinates were scaled from a topographic map and have
 DA0491.an estimated accuracy of +/- 6 seconds.
 DA0491
 DA0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0491.The vertical order pertains to the NGVD 29 superseded value.
 DA0491
 DA0491.The geoid height was determined by GEOID03.
 DA0491
 DA0491;                    North         East    Units  Estimated Accuracy
 DA0491;SPC AZ C     -   164,390.      153,340.      MT  (+/- 180 meters Scaled)
 DA0491
 DA0491                          SUPERSEDED SURVEY CONTROL
 DA0491
 DA0491  NGVD 29 (??/??/92)  762.729  (m)         2502.39   (f) ADJ UNCH    2 0
 DA0491
 DA0491.Superseded values are not recommended for survey control.
 DA0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0491.See file dsdata.txt to determine how the superseded data were derived.
 DA0491
 DA0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA538948(NAD 83)
 DA0491_MARKER: DB = BENCH MARK DISK
 DA0491_SETTING: 80 = SET IN A BOULDER
 DA0491_SP_SET: BOULDER
 DA0491_STAMPING: W 336 1961
 DA0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0491+STABILITY: SURFACE MOTION
 DA0491
 DA0491  HISTORY     - Date     Condition        Report By
 DA0491  HISTORY     - 1961     MONUMENTED       CGS
 DA0491
 DA0491                          STATION DESCRIPTION
 DA0491
 DA0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0491'22.05 MI E FROM AJO.
 DA0491'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0491'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0491'STATE HIGHWAY 85.  THENCE 20.7 MILES EAST ALONG A DIRT ROAD WHICH
 DA0491'FOLLOWS A PIPE LINE.  1.25 MILES EAST OF A GATE ENTERING THE PAPAGO
 DA0491'INDIAN RESERVATION, 1.15 MILES WEST OF 2 VALVES ON A PIPE LINE, SET IN
 DA0491'THE TOP OF A BLACK BOULDER WHICH PROJECTS 6 INCHES, 170 FEET NORTHWEST
 DA0491'AND ACROSS THE ROAD FROM PIPE LINE MILEPOST NUMBER 62, 77 FEET NORTH
 DA0491'OF THE CENTER OF THE ROAD, 5.2 FEET NORTH OF A METAL WITNESS POST, AND
 DA0491'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0262 ***********************************************************************
 DA0262  DESIGNATION -  W 337
 DA0262  PID         -  DA0262
 DA0262  STATE/COUNTY-  AZ/PIMA
 DA0262  USGS QUAD   -  PISINIMO (1990)
 DA0262
 DA0262                         *CURRENT SURVEY CONTROL
 DA0262  ___________________________________________________________________
 DA0262* NAD 83(1986)-  32 05 09.     (N)    112 17 59.     (W)     SCALED    
 DA0262* NAVD 88     -       615.66   (+/-2cm)    2019.9    (feet)  VERTCON   
 DA0262  ___________________________________________________________________
 DA0262  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DA0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0262
 DA0262.The horizontal coordinates were scaled from a topographic map and have
 DA0262.an estimated accuracy of +/- 6 seconds.
 DA0262
 DA0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0262.The vertical order pertains to the NGVD 29 superseded value.
 DA0262
 DA0262.The geoid height was determined by GEOID03.
 DA0262
 DA0262;                    North         East    Units  Estimated Accuracy
 DA0262;SPC AZ C     -   120,450.      177,200.      MT  (+/- 180 meters Scaled)
 DA0262
 DA0262                          SUPERSEDED SURVEY CONTROL
 DA0262
 DA0262  NGVD 29 (??/??/92)  614.972  (m)         2017.62   (f) ADJ UNCH    2 0
 DA0262
 DA0262.Superseded values are not recommended for survey control.
 DA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0262.See file dsdata.txt to determine how the superseded data were derived.
 DA0262
 DA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA773506(NAD 83)
 DA0262_MARKER: DB = BENCH MARK DISK
 DA0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0262_STAMPING: W 337 1961
 DA0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0262+STABILITY: SURFACE MOTION
 DA0262
 DA0262  HISTORY     - Date     Condition        Report By
 DA0262  HISTORY     - 1961     MONUMENTED       CGS
 DA0262
 DA0262                          STATION DESCRIPTION
 DA0262
 DA0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0262'4.3 MI N FROM PISINIMO.
 DA0262'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0262'PISINIMO, AN INDIAN VILLAGE.  THENCE 3.95 MILES NORTH ALONG A GRAVELED
 DA0262'ROAD.  62 FEET WEST OF THE CENTER LINE OF THE ROAD, 160 FEET NORTHEAST
 DA0262'OF A TELEPHONE POLE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT
 DA0262'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DA0262'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0115 ***********************************************************************
 CH0115  DESIGNATION -  W 338
 CH0115  PID         -  CH0115
 CH0115  STATE/COUNTY-  AZ/PIMA
 CH0115  USGS QUAD   -  PIA OIK (1988)
 CH0115
 CH0115                         *CURRENT SURVEY CONTROL
 CH0115  ___________________________________________________________________
 CH0115* NAD 83(1986)-  31 54 06.     (N)    112 33 45.     (W)     SCALED    
 CH0115* NAVD 88     -       589.43   (+/-2cm)    1933.8    (feet)  VERTCON   
 CH0115  ___________________________________________________________________
 CH0115  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CH0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0115
 CH0115.The horizontal coordinates were scaled from a topographic map and have
 CH0115.an estimated accuracy of +/- 6 seconds.
 CH0115
 CH0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0115.The vertical order pertains to the NGVD 29 superseded value.
 CH0115
 CH0115.The geoid height was determined by GEOID03.
 CH0115
 CH0115;                    North         East    Units  Estimated Accuracy
 CH0115;SPC AZ C     -   100,150.      152,270.      MT  (+/- 180 meters Scaled)
 CH0115
 CH0115                          SUPERSEDED SURVEY CONTROL
 CH0115
 CH0115  NGVD 29 (??/??/92)  588.708  (m)         1931.45   (f) ADJ UNCH    2 0
 CH0115
 CH0115.Superseded values are not recommended for survey control.
 CH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0115.See file dsdata.txt to determine how the superseded data were derived.
 CH0115
 CH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA522306(NAD 83)
 CH0115_MARKER: DB = BENCH MARK DISK
 CH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0115_STAMPING: W 338 1961
 CH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0115+STABILITY: SURFACE MOTION
 CH0115
 CH0115  HISTORY     - Date     Condition        Report By
 CH0115  HISTORY     - 1961     MONUMENTED       CGS
 CH0115
 CH0115                          STATION DESCRIPTION
 CH0115
 CH0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0115'6.6 MI N FROM MENAGERS.
 CH0115'ABOUT 6.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0115'WINDMILL AT MENAGERS, AN INIDAN VILLAGE.  0.35 MILE SOUTHWEST OF A
 CH0115'ROAD JUNCTION, 58 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 CH0115'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CH0115'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0039 ***********************************************************************
 CH0039  DESIGNATION -  W 339
 CH0039  PID         -  CH0039
 CH0039  STATE/COUNTY-  AZ/PIMA
 CH0039  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0039
 CH0039                         *CURRENT SURVEY CONTROL
 CH0039  ___________________________________________________________________
 CH0039* NAD 83(1986)-  31 40 36.     (N)    112 03 04.     (W)     SCALED    
 CH0039* NAVD 88     -       712.48   (+/-2cm)    2337.5    (feet)  VERTCON   
 CH0039  ___________________________________________________________________
 CH0039  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0039
 CH0039.The horizontal coordinates were scaled from a topographic map and have
 CH0039.an estimated accuracy of +/- 6 seconds.
 CH0039
 CH0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0039.The vertical order pertains to the NGVD 29 superseded value.
 CH0039
 CH0039.The geoid height was determined by GEOID03.
 CH0039
 CH0039;                    North         East    Units  Estimated Accuracy
 CH0039;SPC AZ C     -    75,030.      200,610.      MT  (+/- 180 meters Scaled)
 CH0039
 CH0039                          SUPERSEDED SURVEY CONTROL
 CH0039
 CH0039  NGVD 29 (??/??/92)  711.752  (m)         2335.14   (f) ADJ UNCH    2 0
 CH0039
 CH0039.Superseded values are not recommended for survey control.
 CH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0039.See file dsdata.txt to determine how the superseded data were derived.
 CH0039
 CH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA003050(NAD 83)
 CH0039_MARKER: DB = BENCH MARK DISK
 CH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0039_STAMPING: W 339 1961
 CH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0039+STABILITY: SURFACE MOTION
 CH0039
 CH0039  HISTORY     - Date     Condition        Report By
 CH0039  HISTORY     - 1961     MONUMENTED       CGS
 CH0039
 CH0039                          STATION DESCRIPTION
 CH0039
 CH0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0039'11.4 MI SW FROM VAMORI.
 CH0039'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CH0039'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CH0039'THENCE 9.8 MILES SOUTHWEST ALONG A DIRT ROAD.  THENCE 1.0 MILES
 CH0039'NORTHWEST ALONG A TRAIL ROAD, 1.05 MILE NORTH-NORTHWEST OF A 4X4-INCH
 CH0039'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 70,
 CH0039'1.0 MILES NORTHWEST OF AN ABANDONED INDIAN VILLAGE, 17 FEET SOUTHWEST
 CH0039'OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS
 CH0039'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0039'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0181 ***********************************************************************
 FP0181  DESIGNATION -  W 34
 FP0181  PID         -  FP0181
 FP0181  STATE/COUNTY-  AZ/APACHE
 FP0181  USGS QUAD   -  WEST OF WINDOW ROCK (1983)
 FP0181
 FP0181                         *CURRENT SURVEY CONTROL
 FP0181  ___________________________________________________________________
 FP0181* NAD 83(1986)-  35 39 31.     (N)    109 07 35.     (W)     SCALED    
 FP0181* NAVD 88     -      2118.753  (meters)    6951.28   (feet)  ADJUSTED  
 FP0181  ___________________________________________________________________
 FP0181  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FP0181  DYNAMIC HT  -        2115.789 (meters)    6941.55  (feet)  COMP
 FP0181  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 FP0181
 FP0181  VERT ORDER  -  FIRST     CLASS II
 FP0181
 FP0181.The horizontal coordinates were scaled from a topographic map and have
 FP0181.an estimated accuracy of +/- 6 seconds.
 FP0181
 FP0181.The orthometric height was determined by differential leveling
 FP0181.and adjusted in June 1991.
 FP0181
 FP0181.The geoid height was determined by GEOID03.
 FP0181
 FP0181.The dynamic height is computed by dividing the NAVD 88
 FP0181.geopotential number by the normal gravity value computed on the
 FP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0181.degrees latitude (g = 980.6199 gals.).
 FP0181
 FP0181.The modeled gravity was interpolated from observed gravity values.
 FP0181
 FP0181;                    North         East    Units  Estimated Accuracy
 FP0181;SPC AZ E     -   517,140.      307,550.      MT  (+/- 180 meters Scaled)
 FP0181
 FP0181                          SUPERSEDED SURVEY CONTROL
 FP0181
 FP0181  NGVD 29 (??/??/92) 2117.766  (m)         6948.04   (f) ADJ UNCH    1 2
 FP0181
 FP0181.Superseded values are not recommended for survey control.
 FP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0181.See file dsdata.txt to determine how the superseded data were derived.
 FP0181
 FP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE695477(NAD 83)
 FP0181_MARKER: DB = BENCH MARK DISK
 FP0181_SETTING: 66 = SET IN ROCK OUTCROP
 FP0181_SP_SET: OUTCROP
 FP0181_STAMPING: 6948.037 W 34 1933
 FP0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0181+STABILITY: POSITION/ELEVATION WELL
 FP0181
 FP0181  HISTORY     - Date     Condition        Report By
 FP0181  HISTORY     - 1933     MONUMENTED       CGS
 FP0181  HISTORY     - 1934     GOOD             NGS
 FP0181  HISTORY     - 1970     MARK NOT FOUND   USGS
 FP0181  HISTORY     - 1978     GOOD             USGS
 FP0181
 FP0181                          STATION DESCRIPTION
 FP0181
 FP0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0181'26.1 MI SE FROM GANADO.
 FP0181'26.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0181'OFFICE AT GANADO, APACHE COUNTY, 1.6 MILES WEST OF THE JOE KUHN
 FP0181'TRADING POST, 0.8 MILE WEST OF A LOG HOUSE, 106 FEET SOUTH OF THE
 FP0181'CENTERLINE OF THE ROAD, ON THE EAST BANK OF A SMALL WASH, 29 FEET
 FP0181'SOUTH OF A POLE, AND IN THE TOP OF A 10-BY 45-FOOT RED SANDSTONE
 FP0181'OUTCROP 3 FEET HIGH.  A   STANDARD DISK, STAMPED 6948.037 W 34 1933.
 FP0181
 FP0181                          STATION RECOVERY (1970)
 FP0181
 FP0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0181'MARK NOT FOUND.
 FP0181
 FP0181                          STATION RECOVERY (1978)
 FP0181
 FP0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FP0181'3.55 MILES WEST OF THE CIVIC CENTER BLDNG IN THE NAVAJO TRIBAL
 FP0181'FAIRGROUNDS ALONG STATE HWY 264, 0.5 MI. WEST OF THE TWO STORY
 FP0181'TRADING POST, AT THE EAST END OF A STRAIGHT LINE GRADE OF THE HWY,
 FP0181'106 S.E. OF THE CENTERLINE OF THE HWY, 9.3 FT BELOW THE LEVEL OF THE
 FP0181'HWY, AT THE EAST BANK OF A DRAIN AND ON TOP OF A 10 BY 45 FT. RED
 FP0181'SANDSTONE OUTCROP 3 FT HIGH. A STANDARD DISK STAMPED 6948.037 W 34
 FP0181'1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0320 ***********************************************************************
 FQ0320  DESIGNATION -  W 340
 FQ0320  PID         -  FQ0320
 FQ0320  STATE/COUNTY-  AZ/COCONINO
 FQ0320  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0320
 FQ0320                         *CURRENT SURVEY CONTROL
 FQ0320  ___________________________________________________________________
 FQ0320* NAD 83(1986)-  35 12 48.     (N)    111 31 51.     (W)     SCALED    
 FQ0320* NAVD 88     -      2043.979  (meters)    6705.95   (feet)  POSTED    
 FQ0320  ___________________________________________________________________
 FQ0320  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0320  DYNAMIC HT  -        2041.070 (meters)    6696.41  (feet)  COMP
 FQ0320  MODELED GRAV-     979,137.5   (mgal)                       NAVD 88
 FQ0320
 FQ0320  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0320
 FQ0320.The horizontal coordinates were scaled from a topographic map and have
 FQ0320.an estimated accuracy of +/- 6 seconds.
 FQ0320
 FQ0320.The orthometric height was determined by differential leveling
 FQ0320.and adjusted by the  in 1992.
 FQ0320.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0320.rate of 1.1 thru 2.0 mm/km.
 FQ0320
 FQ0320.The geoid height was determined by GEOID03.
 FQ0320
 FQ0320.The dynamic height is computed by dividing the NAVD 88
 FQ0320.geopotential number by the normal gravity value computed on the
 FQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0320.degrees latitude (g = 980.6199 gals.).
 FQ0320
 FQ0320.The modeled gravity was interpolated from observed gravity values.
 FQ0320
 FQ0320;                    North         East    Units  Estimated Accuracy
 FQ0320;SPC AZ C     -   467,310.      248,490.      MT  (+/- 180 meters Scaled)
 FQ0320
 FQ0320                          SUPERSEDED SURVEY CONTROL
 FQ0320
 FQ0320  NGVD 29 (??/??/92) 2042.950  (m)         6702.58   (f) ADJ UNCH    2 0
 FQ0320
 FQ0320.Superseded values are not recommended for survey control.
 FQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0320.See file dsdata.txt to determine how the superseded data were derived.
 FQ0320
 FQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD516968(NAD 83)
 FQ0320_MARKER: DB = BENCH MARK DISK
 FQ0320_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0320_SP_SET: BEDROCK
 FQ0320_STAMPING: W 340 1958
 FQ0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0320+STABILITY: POSITION/ELEVATION WELL
 FQ0320
 FQ0320  HISTORY     - Date     Condition        Report By
 FQ0320  HISTORY     - 1958     MONUMENTED       CGS
 FQ0320
 FQ0320                          STATION DESCRIPTION
 FQ0320
 FQ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0320'9.25 MI E FROM FLAGSTAFF.
 FQ0320'4.8 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD STATION
 FQ0320'IN FLAGSTAFF, THENCE 2.2 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 2.25
 FQ0320'MILES EAST ALONG MAIN TRACK ROAD, ABOUT 0.2 MILE SOUTHWEST OF THE
 FQ0320'RAILROAD TRACK, 28 FEET SOUTHWEST OF THE TRACK ROAD, 9 FEET SOUTHWEST
 FQ0320'OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 FQ0320'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0774 ***********************************************************************
 CG0774  DESIGNATION -  W 340
 CG0774  PID         -  CG0774
 CG0774  STATE/COUNTY-  AZ/PIMA
 CG0774  USGS QUAD   -  VAMORI (1979)
 CG0774
 CG0774                         *CURRENT SURVEY CONTROL
 CG0774  ___________________________________________________________________
 CG0774* NAD 83(1986)-  31 44 10.     (N)    111 52 48.     (W)     SCALED    
 CG0774* NAVD 88     -       696.49   (+/-2cm)    2285.1    (feet)  VERTCON   
 CG0774  ___________________________________________________________________
 CG0774  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 CG0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0774
 CG0774.The horizontal coordinates were scaled from a topographic map and have
 CG0774.an estimated accuracy of +/- 6 seconds.
 CG0774
 CG0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0774.The vertical order pertains to the NGVD 29 superseded value.
 CG0774
 CG0774.The geoid height was determined by GEOID03.
 CG0774
 CG0774;                    North         East    Units  Estimated Accuracy
 CG0774;SPC AZ C     -    81,610.      216,830.      MT  (+/- 180 meters Scaled)
 CG0774
 CG0774                          SUPERSEDED SURVEY CONTROL
 CG0774
 CG0774  NGVD 29 (??/??/92)  695.776  (m)         2282.73   (f) ADJ UNCH    2 0
 CG0774
 CG0774.Superseded values are not recommended for survey control.
 CG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0774.See file dsdata.txt to determine how the superseded data were derived.
 CG0774
 CG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA166115(NAD 83)
 CG0774_MARKER: DB = BENCH MARK DISK
 CG0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0774_SP_SET: CULVERT
 CG0774_STAMPING: W 340 1961
 CG0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0774
 CG0774  HISTORY     - Date     Condition        Report By
 CG0774  HISTORY     - 1961     MONUMENTED       CGS
 CG0774
 CG0774                          STATION DESCRIPTION
 CG0774
 CG0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0774'2.2 MI NE FROM VAMORI.
 CG0774'ABOUT 2.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE WINDMILL
 CG0774'AND TWO WATER TANKS AT VAMORI, 3.1 MILES NORTHEAST OF A 4X4-INCH WHITE
 CG0774'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 72, 3.0
 CG0774'MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 CG0774'PROJECTS 16 FEET AND IS NUMBERED 73, AT A METAL AND CONCRETE CATTLE
 CG0774'GUARD, 8 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 8 INCHES
 CG0774'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP AND CENTER OF THE
 CG0774'SOUTHEAST CONCRETE HEADWALL OF THE CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0201 ***********************************************************************
 FQ0201  DESIGNATION -  W 341
 FQ0201  PID         -  FQ0201
 FQ0201  STATE/COUNTY-  AZ/COCONINO
 FQ0201  USGS QUAD   -  ANGELL (1983)
 FQ0201
 FQ0201                         *CURRENT SURVEY CONTROL
 FQ0201  ___________________________________________________________________
 FQ0201* NAD 83(1986)-  35 09 30.     (N)    111 15 54.     (W)     SCALED    
 FQ0201* NAVD 88     -      1788.370  (meters)    5867.34   (feet)  ADJUSTED  
 FQ0201  ___________________________________________________________________
 FQ0201  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FQ0201  DYNAMIC HT  -        1785.946 (meters)    5859.39  (feet)  COMP
 FQ0201  MODELED GRAV-     979,215.0   (mgal)                       NAVD 88
 FQ0201
 FQ0201  VERT ORDER  -  SECOND    CLASS 0
 FQ0201
 FQ0201.The horizontal coordinates were scaled from a topographic map and have
 FQ0201.an estimated accuracy of +/- 6 seconds.
 FQ0201
 FQ0201.The orthometric height was determined by differential leveling
 FQ0201.and adjusted in June 1991.
 FQ0201
 FQ0201.The geoid height was determined by GEOID03.
 FQ0201
 FQ0201.The dynamic height is computed by dividing the NAVD 88
 FQ0201.geopotential number by the normal gravity value computed on the
 FQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0201.degrees latitude (g = 980.6199 gals.).
 FQ0201
 FQ0201.The modeled gravity was interpolated from observed gravity values.
 FQ0201
 FQ0201;                    North         East    Units  Estimated Accuracy
 FQ0201;SPC AZ C     -   461,330.      272,730.      MT  (+/- 180 meters Scaled)
 FQ0201
 FQ0201                          SUPERSEDED SURVEY CONTROL
 FQ0201
 FQ0201  NGVD 29 (??/??/92) 1787.470  (m)         5864.39   (f) ADJ UNCH    2 0
 FQ0201
 FQ0201.Superseded values are not recommended for survey control.
 FQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0201.See file dsdata.txt to determine how the superseded data were derived.
 FQ0201
 FQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD758906(NAD 83)
 FQ0201_MARKER: DB = BENCH MARK DISK
 FQ0201_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0201_SP_SET: BEDROCK
 FQ0201_STAMPING: W 341 1958
 FQ0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0201+STABILITY: POSITION/ELEVATION WELL
 FQ0201
 FQ0201  HISTORY     - Date     Condition        Report By
 FQ0201  HISTORY     - 1958     MONUMENTED       CGS
 FQ0201  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0201
 FQ0201                          STATION DESCRIPTION
 FQ0201
 FQ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0201'23.9 MI W FROM FLAGSTAFF.
 FQ0201'23.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0201'IN FLAGSTAFF, 0.1 MILE WEST OF TOONERVILLE CAFE AND SERVICE STATION,
 FQ0201'ABOUT 260 FEET SOUTH OF THE HIGHWAY, 77.6 FEET SOUTHWEST OF A
 FQ0201'TELEPHONE POLE, 48 FEET WEST OF THE FENCE, 9 FEET SOUTH OF A WITNESS
 FQ0201'POST AND CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 FQ0201'GROUND.
 FQ0201
 FQ0201                          STATION RECOVERY (1983)
 FQ0201
 FQ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0059 ***********************************************************************
 CH0059  DESIGNATION -  W 341
 CH0059  PID         -  CH0059
 CH0059  STATE/COUNTY-  AZ/PIMA
 CH0059  USGS QUAD   -  KUPK (1988)
 CH0059
 CH0059                         *CURRENT SURVEY CONTROL
 CH0059  ___________________________________________________________________
 CH0059* NAD 83(1986)-  31 53 30.     (N)    112 09 30.     (W)     SCALED    
 CH0059* NAVD 88     -       575.12   (+/-2cm)    1886.9    (feet)  VERTCON   
 CH0059  ___________________________________________________________________
 CH0059  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0059
 CH0059.The horizontal coordinates were scaled from a topographic map and have
 CH0059.an estimated accuracy of +/- 6 seconds.
 CH0059
 CH0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0059.The vertical order pertains to the NGVD 29 superseded value.
 CH0059
 CH0059.The geoid height was determined by GEOID03.
 CH0059
 CH0059;                    North         East    Units  Estimated Accuracy
 CH0059;SPC AZ C     -    98,880.      190,500.      MT  (+/- 180 meters Scaled)
 CH0059
 CH0059                          SUPERSEDED SURVEY CONTROL
 CH0059
 CH0059  NGVD 29 (??/??/92)  574.438  (m)         1884.64   (f) ADJ UNCH    2 0
 CH0059
 CH0059.Superseded values are not recommended for survey control.
 CH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0059.See file dsdata.txt to determine how the superseded data were derived.
 CH0059
 CH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA904290(NAD 83)
 CH0059_MARKER: DB = BENCH MARK DISK
 CH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0059_STAMPING: W 341 1961
 CH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0059+STABILITY: SURFACE MOTION
 CH0059
 CH0059  HISTORY     - Date     Condition        Report By
 CH0059  HISTORY     - 1961     MONUMENTED       CGS
 CH0059
 CH0059                          STATION DESCRIPTION
 CH0059
 CH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0059'0.85 MI W FROM CHUWUT MURK.
 CH0059'ABOUT 0.85 MILE WEST ALONG A TRAIL ROAD FROM THE STUCCO CHURCH AT
 CH0059'CHUWUT MURK, AN INDIAN VILLAGE.  0.15 MILE EAST OF A DENSE GROWTH OF
 CH0059'MESQUITE, ABOUT 400 FEET NORTH OF AND ACROSS THE ROAD FROM A DENSE
 CH0059'GROWTH OF MESQUITE, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9
 CH0059'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CH0059'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CH0059'NOTE-- THIS MARK IS 0.25 MILE WEST OF A 4X4-INCH WHITE WOODEN
 CH0059'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 63.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0260 ***********************************************************************
 ET0260  DESIGNATION -  W 342 RESET
 ET0260  PID         -  ET0260
 ET0260  STATE/COUNTY-  AZ/YAVAPAI
 ET0260  USGS QUAD   -  BUMBLE BEE (1969)
 ET0260
 ET0260                         *CURRENT SURVEY CONTROL
 ET0260  ___________________________________________________________________
 ET0260* NAD 83(1986)-  34 07 31.     (N)    112 08 59.     (W)     SCALED    
 ET0260* NAVD 88     -       812.69   (+/-2cm)    2666.3    (feet)  VERTCON   
 ET0260  ___________________________________________________________________
 ET0260  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 ET0260  VERT ORDER  -  THIRD (See Below)
 ET0260
 ET0260.The horizontal coordinates were scaled from a topographic map and have
 ET0260.an estimated accuracy of +/- 6 seconds.
 ET0260
 ET0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0260.The vertical order pertains to the NGVD 29 superseded value.
 ET0260
 ET0260.The geoid height was determined by GEOID03.
 ET0260
 ET0260;                    North         East    Units  Estimated Accuracy
 ET0260;SPC AZ C     -   346,570.      191,860.      MT  (+/- 180 meters Scaled)
 ET0260
 ET0260                          SUPERSEDED SURVEY CONTROL
 ET0260
 ET0260  NGVD 29 (??/??/??)  812.06   (m)         2664.2    (f) RESET       3  
 ET0260
 ET0260.Superseded values are not recommended for survey control.
 ET0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0260.See file dsdata.txt to determine how the superseded data were derived.
 ET0260
 ET0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC939766(NAD 83)
 ET0260_MARKER: DB = BENCH MARK DISK
 ET0260_SETTING: 66 = SET IN ROCK OUTCROP
 ET0260_SP_SET: ROCK OUTCROP
 ET0260_STAMPING: W 342 RESET 1963
 ET0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0260+STABILITY: POSITION/ELEVATION WELL
 ET0260
 ET0260  HISTORY     - Date     Condition        Report By
 ET0260  HISTORY     - 1963     MONUMENTED       AZDT
 ET0260
 ET0260                          STATION DESCRIPTION
 ET0260
 ET0260'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1963
 ET0260'5.05 MI N FROM BLACK CANYON.
 ET0260'4.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0260'CANYON, 0.55 MILE NORTH OF MILEPOST 247, 95 FEET WEST OF THE CENTER OF
 ET0260'THE HIGHWAY AT THE BEGINNING OF A ROCK CUT, 15 FEET SOUTH OF THE
 ET0260'CENTER OF AN OLD TRACK ROAD, 3 FEET NORTH OF A WITNESS POST CEMENTED
 ET0260'IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0200 ***********************************************************************
 DV0200  DESIGNATION -  W 343
 DV0200  PID         -  DV0200
 DV0200  STATE/COUNTY-  AZ/MARICOPA
 DV0200  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0200
 DV0200                         *CURRENT SURVEY CONTROL
 DV0200  ___________________________________________________________________
 DV0200* NAD 83(1986)-  33 30 53.     (N)    112 06 45.     (W)     SCALED    
 DV0200* NAVD 88     -       349.95   (+/-2cm)    1148.1    (feet)  VERTCON   
 DV0200  ___________________________________________________________________
 DV0200  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0200
 DV0200.The horizontal coordinates were scaled from a topographic map and have
 DV0200.an estimated accuracy of +/- 6 seconds.
 DV0200
 DV0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0200.The vertical order pertains to the NGVD 29 superseded value.
 DV0200
 DV0200.The geoid height was determined by GEOID03.
 DV0200
 DV0200;                    North         East    Units  Estimated Accuracy
 DV0200;SPC AZ C     -   278,850.      195,170.      MT  (+/- 180 meters Scaled)
 DV0200
 DV0200                          SUPERSEDED SURVEY CONTROL
 DV0200
 DV0200  NGVD 29 (??/??/92)  349.375  (m)         1146.24   (f) ADJ UNCH    2 0
 DV0200
 DV0200.Superseded values are not recommended for survey control.
 DV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0200.See file dsdata.txt to determine how the superseded data were derived.
 DV0200
 DV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC966089(NAD 83)
 DV0200_MARKER: DB = BENCH MARK DISK
 DV0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0200_SP_SET: MONUMENT
 DV0200_STAMPING: W 343 1959
 DV0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0200
 DV0200  HISTORY     - Date     Condition        Report By
 DV0200  HISTORY     - 1959     MONUMENTED       CGS
 DV0200  HISTORY     - 1960     GOOD             NGS
 DV0200  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 DV0200  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DV0200
 DV0200                          STATION DESCRIPTION
 DV0200
 DV0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DV0200'IN PHOENIX.
 DV0200'GO 2.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM ITS INTERSECTION WITH
 DV0200'GRAND AVENUE IN PHOENIX, 0.4 MILE NORTH OF THE WEST CAMEL BACK ROAD,
 DV0200'0.3 MILE NORTH OF MILE POST 204, 34 FEET WEST OF THE CENTERLINE OF
 DV0200'SOUTHBOUND LANE OF HIGHWAY 69, 28 FEET SOUTH OF THE WEST GEORGIA
 DV0200'AVENUE BLACK CANYON HIGHWAY SIGN POST, 2 FEET NORTH OF A WITNESS POST,
 DV0200'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 DV0200'ABOVE THE GROUND.
 DV0200
 DV0200                          STATION RECOVERY (1995)
 DV0200
 DV0200'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0200'MARK NOT FOUND.
 DV0200
 DV0200                          STATION RECOVERY (2007)
 DV0200
 DV0200'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0893 ***********************************************************************
 DA0893  DESIGNATION -  W 344
 DA0893  PID         -  DA0893
 DA0893  STATE/COUNTY-  AZ/YUMA
 DA0893  USGS QUAD   -  LAS PLAYAS (1990)
 DA0893
 DA0893                         *CURRENT SURVEY CONTROL
 DA0893  ___________________________________________________________________
 DA0893* NAD 83(1986)-  32 04 17.     (N)    113 26 13.     (W)     SCALED    
 DA0893* NAVD 88     -       216.09   (+/-2cm)     709.0    (feet)  VERTCON   
 DA0893  ___________________________________________________________________
 DA0893  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DA0893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0893
 DA0893.The horizontal coordinates were scaled from a topographic map and have
 DA0893.an estimated accuracy of +/- 6 seconds.
 DA0893
 DA0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0893.The vertical order pertains to the NGVD 29 superseded value.
 DA0893
 DA0893.The geoid height was determined by GEOID03.
 DA0893
 DA0893;                    North         East    Units  Estimated Accuracy
 DA0893;SPC AZ W     -   118,830.      242,920.      MT  (+/- 180 meters Scaled)
 DA0893
 DA0893                          SUPERSEDED SURVEY CONTROL
 DA0893
 DA0893  NGVD 29 (??/??/92)  215.402  (m)          706.70   (f) ADJ UNCH    2 0
 DA0893
 DA0893.Superseded values are not recommended for survey control.
 DA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0893.See file dsdata.txt to determine how the superseded data were derived.
 DA0893
 DA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA699509(NAD 83)
 DA0893_MARKER: DB = BENCH MARK DISK
 DA0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0893_SP_SET: FOUNDATION
 DA0893_STAMPING: W 344 1961
 DA0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0893
 DA0893  HISTORY     - Date     Condition        Report By
 DA0893  HISTORY     - 1961     MONUMENTED       CGS
 DA0893  HISTORY     - 1962     GOOD             NGS
 DA0893
 DA0893                          STATION DESCRIPTION
 DA0893
 DA0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0893'11.9 MI SW FROM PAPAGO WELL.
 DA0893'ABOUT 8.9 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0893'TANK AT PAPAGO WELL.  THENCE 3.0 MILES NORTHWEST ALONG THE UNITED
 DA0893'STATES-MEXICO BORDER FENCE, 0.3 MILE SOUTH-SOUTHEAST AND 3.0 MILES
 DA0893'NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0893'FEET AND IS NUMBERED 30, ON THE CREST OF A LAVA FLOW KNOLL, AT
 DA0893'CONCRETE MARKER NUMBER 180, 15 FEET SOUTH OF THE CENTER LINE OF THE
 DA0893'TRAIL ROAD, 1.7 FEET SOUTH OF THE BORDER FENCE, ABOUT 2 FEET ABOVE THE
 DA0893'LEVEL OF THE TRAIL ROAD, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 DA0893'CONCRETE FOUNDATION OF THE MARKER AND PROJECTS 8 INCHES ABOVE THE
 DA0893'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0567 ***********************************************************************
 ES0567  DESIGNATION -  W 344
 ES0567  PID         -  ES0567
 ES0567  STATE/COUNTY-  AZ/YAVAPAI
 ES0567  USGS QUAD   -  LAKE MONTEZUMA (1969)
 ES0567
 ES0567                         *CURRENT SURVEY CONTROL
 ES0567  ___________________________________________________________________
 ES0567* NAD 83(1986)-  34 40 35.     (N)    111 45 40.     (W)     SCALED    
 ES0567* NAVD 88     -      1161.272  (meters)    3809.94   (feet)  ADJUSTED  
 ES0567  ___________________________________________________________________
 ES0567  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 ES0567  DYNAMIC HT  -        1159.801 (meters)    3805.11  (feet)  COMP
 ES0567  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 ES0567
 ES0567  VERT ORDER  -  SECOND    CLASS 0
 ES0567
 ES0567.The horizontal coordinates were scaled from a topographic map and have
 ES0567.an estimated accuracy of +/- 6 seconds.
 ES0567
 ES0567.The orthometric height was determined by differential leveling
 ES0567.and adjusted in June 1991.
 ES0567
 ES0567.The geoid height was determined by GEOID03.
 ES0567
 ES0567.The dynamic height is computed by dividing the NAVD 88
 ES0567.geopotential number by the normal gravity value computed on the
 ES0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0567.degrees latitude (g = 980.6199 gals.).
 ES0567
 ES0567.The modeled gravity was interpolated from observed gravity values.
 ES0567
 ES0567;                    North         East    Units  Estimated Accuracy
 ES0567;SPC AZ C     -   407,690.      227,620.      MT  (+/- 180 meters Scaled)
 ES0567
 ES0567                          SUPERSEDED SURVEY CONTROL
 ES0567
 ES0567  NGVD 29 (??/??/92) 1160.539  (m)         3807.53   (f) ADJ UNCH    2 0
 ES0567
 ES0567.Superseded values are not recommended for survey control.
 ES0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0567.See file dsdata.txt to determine how the superseded data were derived.
 ES0567
 ES0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD302374(NAD 83)
 ES0567_MARKER: DB = BENCH MARK DISK
 ES0567_SETTING: 66 = SET IN ROCK OUTCROP
 ES0567_SP_SET: BEDROCK
 ES0567_STAMPING: W 344 1959
 ES0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0567+STABILITY: POSITION/ELEVATION WELL
 ES0567
 ES0567  HISTORY     - Date     Condition        Report By
 ES0567  HISTORY     - 1959     MONUMENTED       CGS
 ES0567  HISTORY     - 1960     GOOD             NGS
 ES0567  HISTORY     - 1969     GOOD             NGS
 ES0567
 ES0567                          STATION DESCRIPTION
 ES0567
 ES0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ES0567'10.5 MI NE FROM CAMP VERDE.
 ES0567'2.8 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO COTTONWOOD FROM THE
 ES0567'POST OFFICE IN CAMP VERDE, THENCE 6.1 MILES NORTH ALONG STATE HIGHWAY
 ES0567'79 TO THE MCGUIREVILLE INTERCHANGE, THENCE 4.2 MILES NORTHEAST ALONG
 ES0567'INTERSTATE HIGHWAY 17, 118 FEET NORTH OF THE CENTER OF THE SOUTH-BOUND
 ES0567'LANE, 22 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 4 FEET SOUTHEAST OF A
 ES0567'WITNESS POST, SET IN DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES.
 ES0567
 ES0567                          STATION RECOVERY (1969)
 ES0567
 ES0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ES0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0868 ***********************************************************************
 DA0868  DESIGNATION -  W 345
 DA0868  PID         -  DA0868
 DA0868  STATE/COUNTY-  AZ/PIMA
 DA0868  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0868
 DA0868                         *CURRENT SURVEY CONTROL
 DA0868  ___________________________________________________________________
 DA0868* NAD 83(1992)-  32 23 14.76577(N)    113 11 52.30659(W)     ADJUSTED  
 DA0868* NAVD 88     -       228.95   (+/-2cm)     751.1    (feet)  VERTCON   
 DA0868  ___________________________________________________________________
 DA0868  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DA0868  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DA0868  HORZ ORDER  -  THIRD
 DA0868  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0868
 DA0868.The horizontal coordinates were established by classical geodetic methods
 DA0868.and adjusted by the National Geodetic Survey in August 1993.
 DA0868
 DA0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0868.The vertical order pertains to the NGVD 29 superseded value.
 DA0868
 DA0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0868
 DA0868.The geoid height was determined by GEOID03.
 DA0868
 DA0868;                    North         East     Units Scale Factor Converg.
 DA0868;SPC AZ C     -   154,547.455    92,815.320   MT  1.00007914   -0 41 10.8
 DA0868;SPC AZ C     -   507,045.46    304,512.20   iFT  1.00007914   -0 41 10.8
 DA0868;UTM  12      - 3,585,505.890   293,256.023   MT  1.00012712   -1 10 39.7
 DA0868
 DA0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0868!SPC AZ C     -   0.99996913  x   1.00007914  =   1.00004827
 DA0868!UTM  12      -   0.99996913  x   1.00012712  =   1.00009625
 DA0868
 DA0868:                Primary Azimuth Mark                     Grid Az
 DA0868:SPC AZ C     -  GROWLER                                  075 00 05.3
 DA0868:UTM  12      -  GROWLER                                  075 29 34.2
 DA0868
 DA0868|---------------------------------------------------------------------|
 DA0868| PID    Reference Object                     Distance      Geod. Az  |
 DA0868|                                                           dddmmss.s |
 DA0868| DA1411 GROWLER                             APPROX. 9.4 KM 0741854.5 |
 DA0868|---------------------------------------------------------------------|
 DA0868
 DA0868                          SUPERSEDED SURVEY CONTROL
 DA0868
 DA0868  NAD 83(1986)-  32 23 14.74615(N)    113 11 52.31368(W) AD(       ) 3
 DA0868  NGVD 29 (??/??/92)  228.302  (m)          749.02   (f) ADJ UNCH    2 0
 DA0868
 DA0868.Superseded values are not recommended for survey control.
 DA0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0868.See file dsdata.txt to determine how the superseded data were derived.
 DA0868
 DA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA9325685506(NAD 83)
 DA0868_MARKER: DB = BENCH MARK DISK
 DA0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0868_STAMPING: W 345 1961
 DA0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0868+STABILITY: SURFACE MOTION
 DA0868
 DA0868  HISTORY     - Date     Condition        Report By
 DA0868  HISTORY     - 1961     MONUMENTED       CGS
 DA0868  HISTORY     - 1962     GOOD             AMS
 DA0868  HISTORY     - 1962     GOOD             NGS
 DA0868
 DA0868                          STATION DESCRIPTION
 DA0868
 DA0868'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 DA0868'DESCRIBED IN NGS LEVEL LINE.  FIELD WORK DONE BY AMS.  THEIR
 DA0868'DESCRIPTION FOLLOWS.
 DA0868'
 DA0868'LOCATED ABOUT 20.6 MI NW. OF BATES WELL, ABOUT 19.4 MI W. OF AJO.
 DA0868'40 FT W. OF CENTERLINE OF N.-S. RD., 2.0 FT N. OF METAL WITNESS
 DA0868'POST.  IN GROWLER VALLEY NEAR EAST EDGE OF GROWLER WASH.
 DA0868'
 DA0868'REACHED BY HELICOPTER.
 DA0868'
 DA0868'STATION MARK--NGS BM DISK STAMPED---W 345 1961---, IN TOP OF
 DA0868'CONCRETE POST PROJECTING 5 INCHES.
 DA0868'
 DA0868'RM 1--USE RM DISK STAMPED---W 345 RM NO 1 ARMY MAP SERVICE 1962---,
 DA0868'IN ROUND CONCRETE POST 8 INCHES IN DIAMETER, PROJECTING 0.4 FT.
 DA0868'
 DA0868'RM 2--USE RM DISK STAMPED---W 345 RM NO 2 ARMY MAP SERVICE 1962---,
 DA0868'IN ROUND CONCRETE POST 8 INCHES IN DIAMETER, PROJECTING 0.4 FT.
 DA0868'
 DA0868'AZ MARK--USE DISK STAMPED---W 345 AZ MK ARMY MAP SERVICE 1962---,
 DA0868'CEMENTED IN DRILL HOLE IN CONCRETE SLAB COVERING ABANDONED WELL,
 DA0868'150 FT S. OF SOUTHEAST CORNER OF CORRAL.
 DA0868
 DA0868                          STATION RECOVERY (1962)
 DA0868
 DA0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA0868'9.85 MI S FROM TONY TANK.
 DA0868'ABOUT 9.85 MILES SOUTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0868'TONY TANK, 1.6 MILES SOUTH OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA0868'WHICH PROJECTS 16 FEET AND IS NUMBERED 44, 2.2 MILES SOUTH OF THE FISH
 DA0868'AND GAME COMMISSION SIGN MARKING THE NORTH BOUNDARY OF THE GAME
 DA0868'REFUGE, 0.4 MILE NORTHWEST OF AN OLD CORRAL AND ABANDONED WELL, 40
 DA0868'FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A METAL
 DA0868'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0868'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0096 ***********************************************************************
 FQ0096  DESIGNATION -  W 345
 FQ0096  PID         -  FQ0096
 FQ0096  STATE/COUNTY-  AZ/NAVAJO
 FQ0096  USGS QUAD   -  WINSLOW (1986)
 FQ0096
 FQ0096                         *CURRENT SURVEY CONTROL
 FQ0096  ___________________________________________________________________
 FQ0096* NAD 83(1986)-  35 01 15.     (N)    110 41 50.     (W)     SCALED    
 FQ0096* NAVD 88     -      1481.233  (meters)    4859.68   (feet)  ADJUSTED  
 FQ0096  ___________________________________________________________________
 FQ0096  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0096  DYNAMIC HT  -        1479.278 (meters)    4853.26  (feet)  COMP
 FQ0096  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 FQ0096
 FQ0096  VERT ORDER  -  FIRST     CLASS II
 FQ0096
 FQ0096.The horizontal coordinates were scaled from a topographic map and have
 FQ0096.an estimated accuracy of +/- 6 seconds.
 FQ0096
 FQ0096.The orthometric height was determined by differential leveling
 FQ0096.and adjusted in June 1991.
 FQ0096
 FQ0096.The geoid height was determined by GEOID03.
 FQ0096
 FQ0096.The dynamic height is computed by dividing the NAVD 88
 FQ0096.geopotential number by the normal gravity value computed on the
 FQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0096.degrees latitude (g = 980.6199 gals.).
 FQ0096
 FQ0096.The modeled gravity was interpolated from observed gravity values.
 FQ0096
 FQ0096;                    North         East    Units  Estimated Accuracy
 FQ0096;SPC AZ E     -   446,010.      164,940.      MT  (+/- 180 meters Scaled)
 FQ0096
 FQ0096                          SUPERSEDED SURVEY CONTROL
 FQ0096
 FQ0096  NGVD 29 (??/??/92) 1480.495  (m)         4857.26   (f) ADJ UNCH    1 2
 FQ0096
 FQ0096.Superseded values are not recommended for survey control.
 FQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0096.See file dsdata.txt to determine how the superseded data were derived.
 FQ0096
 FQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD276753(NAD 83)
 FQ0096_MARKER: DB = BENCH MARK DISK
 FQ0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0096_SP_SET: OVERPASS
 FQ0096_STAMPING: W 345 1959
 FQ0096_MARK LOGO: CGS   
 FQ0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0096+STABILITY: POSITION/ELEVATION WELL
 FQ0096
 FQ0096  HISTORY     - Date     Condition        Report By
 FQ0096  HISTORY     - 1959     MONUMENTED       CGS
 FQ0096  HISTORY     - 1964     GOOD             NGS
 FQ0096  HISTORY     - 1983     GOOD             NGS
 FQ0096  HISTORY     - 19951128 GOOD             USPSQD
 FQ0096  HISTORY     - 20030730 GOOD             USPSQD
 FQ0096
 FQ0096                          STATION DESCRIPTION
 FQ0096
 FQ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0096'IN WINSLOW.
 FQ0096'AT WINSLOW, SET IN THE CENTER OF THE SOUTH HEADWALL OF THE ATCHISON,
 FQ0096'TOPEKA AND SANTA FE RAILROAD OVERPASS, OVER STATE HIGHWAY 65, 68 FEET
 FQ0096'EAST OF THE NORTHEAST CORNER OF THE DEPOT, AND CEMENTED IN A DRILL
 FQ0096'HOLE ABOUT 3 FEET HIGHER THAN THE RAILROAD TRACKS.  NOTE-- NEW DEPOT
 FQ0096'HAS BEEN ESTABLISHED AND THE BUILDING IN REFERENCE IS ABANDONED EXCEPT
 FQ0096'FOR YARDMASTERS OFFICE.
 FQ0096
 FQ0096                          STATION RECOVERY (1964)
 FQ0096
 FQ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FQ0096'RECOVERED IN GOOD CONDITION.
 FQ0096
 FQ0096                          STATION RECOVERY (1983)
 FQ0096
 FQ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0096'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE WITH
 FQ0096'THE EXCEPTION THAT HIGHWAY 66 IS NOW STATE HIGHWAY 87.
 FQ0096
 FQ0096                          STATION RECOVERY (1995)
 FQ0096
 FQ0096'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0096'RECOVERED IN GOOD CONDITION.
 FQ0096
 FQ0096                          STATION RECOVERY (2003)
 FQ0096
 FQ0096'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0970 ***********************************************************************
 DA0970  DESIGNATION -  W 346
 DA0970  PID         -  DA0970
 DA0970  STATE/COUNTY-  AZ/YUMA
 DA0970  USGS QUAD   -  COYOTE WATER (1990)
 DA0970
 DA0970                         *CURRENT SURVEY CONTROL
 DA0970  ___________________________________________________________________
 DA0970* NAD 83(1986)-  32 17 34.     (N)    113 59 31.     (W)     SCALED    
 DA0970* NAVD 88     -       320.09   (+/-2cm)    1050.2    (feet)  VERTCON   
 DA0970  ___________________________________________________________________
 DA0970  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DA0970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0970
 DA0970.The horizontal coordinates were scaled from a topographic map and have
 DA0970.an estimated accuracy of +/- 6 seconds.
 DA0970
 DA0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0970.The vertical order pertains to the NGVD 29 superseded value.
 DA0970
 DA0970.The geoid height was determined by GEOID03.
 DA0970
 DA0970;                    North         East    Units  Estimated Accuracy
 DA0970;SPC AZ W     -   143,360.      190,570.      MT  (+/- 180 meters Scaled)
 DA0970
 DA0970                          SUPERSEDED SURVEY CONTROL
 DA0970
 DA0970  NGVD 29 (??/??/92)  319.401  (m)         1047.90   (f) ADJ UNCH    2 0
 DA0970
 DA0970.Superseded values are not recommended for survey control.
 DA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0970.See file dsdata.txt to determine how the superseded data were derived.
 DA0970
 DA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA182768(NAD 83)
 DA0970_MARKER: DB = BENCH MARK DISK
 DA0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0970_STAMPING: W 346 1961
 DA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0970+STABILITY: SURFACE MOTION
 DA0970
 DA0970  HISTORY     - Date     Condition        Report By
 DA0970  HISTORY     - 1961     MONUMENTED       CGS
 DA0970  HISTORY     - 1962     GOOD             NGS
 DA0970
 DA0970                          STATION DESCRIPTION
 DA0970
 DA0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0970'16.0 MI W FROM TULE WELL.
 DA0970'ABOUT 16.0 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0970'COMMISSION SHELTER AT TULE WELL, 0.35 MILE EAST OF A 4X4-INCH WHITE
 DA0970'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 16, 2.0
 DA0970'MILES WEST OF A NATIONAL WILDLIFE REFUGE SIGNPOST, 29 FEET NORTH OF
 DA0970'THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET NORTH OF A METAL WITNESS
 DA0970'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0970'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0282 ***********************************************************************
 FP0282  DESIGNATION -  W 346
 FP0282  PID         -  FP0282
 FP0282  STATE/COUNTY-  AZ/APACHE
 FP0282  USGS QUAD   -  PINTA (1972)
 FP0282
 FP0282                         *CURRENT SURVEY CONTROL
 FP0282  ___________________________________________________________________
 FP0282* NAD 83(1986)-  35 05 25.     (N)    109 41 17.     (W)     SCALED    
 FP0282* NAVD 88     -      1718.198  (meters)    5637.12   (feet)  ADJUSTED  
 FP0282  ___________________________________________________________________
 FP0282  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FP0282  DYNAMIC HT  -        1715.817 (meters)    5629.31  (feet)  COMP
 FP0282  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 FP0282
 FP0282  VERT ORDER  -  FIRST     CLASS II
 FP0282
 FP0282.The horizontal coordinates were scaled from a topographic map and have
 FP0282.an estimated accuracy of +/- 6 seconds.
 FP0282
 FP0282.The orthometric height was determined by differential leveling
 FP0282.and adjusted in June 1991.
 FP0282
 FP0282.The geoid height was determined by GEOID03.
 FP0282
 FP0282.The dynamic height is computed by dividing the NAVD 88
 FP0282.geopotential number by the normal gravity value computed on the
 FP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0282.degrees latitude (g = 980.6199 gals.).
 FP0282
 FP0282.The modeled gravity was interpolated from observed gravity values.
 FP0282
 FP0282;                    North         East    Units  Estimated Accuracy
 FP0282;SPC AZ E     -   453,690.      257,000.      MT  (+/- 180 meters Scaled)
 FP0282
 FP0282                          SUPERSEDED SURVEY CONTROL
 FP0282
 FP0282  NGVD 29 (??/??/92) 1717.296  (m)         5634.16   (f) ADJ UNCH    1 2
 FP0282
 FP0282.Superseded values are not recommended for survey control.
 FP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0282.See file dsdata.txt to determine how the superseded data were derived.
 FP0282
 FP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD195838(NAD 83)
 FP0282_MARKER: DB = BENCH MARK DISK
 FP0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0282_STAMPING: W 346 1959
 FP0282_MARK LOGO: CGS   
 FP0282_PROJECTION: PROJECTING 5 CENTIMETERS
 FP0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0282+STABILITY: SURFACE MOTION
 FP0282
 FP0282  HISTORY     - Date     Condition        Report By
 FP0282  HISTORY     - 1959     MONUMENTED       CGS
 FP0282  HISTORY     - 1972     GOOD             USGS
 FP0282  HISTORY     - 1983     GOOD             NGS
 FP0282
 FP0282                          STATION DESCRIPTION
 FP0282
 FP0282'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0282'8.7 MI W FROM NAVAJO.
 FP0282'FROM THE INTERCHANGE AT NAVAJO CONTINUE W. ALONG I-40 HIGHWAY 8.7 MI.
 FP0282'BM IS 98 FT. N. OF CENTER LINE OF W. BOUND TRAFFIC AND 1.5 FT. S. OF
 FP0282'R/W FENCE, 3 FT. EAST OF A WITNESS POST, A STANDARD TABLET SET IN TOP
 FP0282'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 FP0282
 FP0282                          STATION RECOVERY (1983)
 FP0282
 FP0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0282'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  25.9 KM (16.1
 FP0282'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0282'U. S. HIGHWAY 191 AND STATE HIGHWAY 63 IN CHAMBERS, 0.4 KM (0.25 MI)
 FP0282'NORTHEAST OF MILEPOST 317, 29.9 METERS (98.1 FT) NORTHWEST OF THE
 FP0282'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 21.0 METERS
 FP0282'(68.9 FT) WEST OF THE NORTH LEG OF A REST AREA SIGN AND 0.5 METER (1.6
 FP0282'FT) SOUTHEAST OF A FENCE.
 FP0282'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 FP0282'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0951 ***********************************************************************
 DA0951  DESIGNATION -  W 347
 DA0951  PID         -  DA0951
 DA0951  STATE/COUNTY-  AZ/YUMA
 DA0951  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0951
 DA0951                         *CURRENT SURVEY CONTROL
 DA0951  ___________________________________________________________________
 DA0951* NAD 83(1986)-  32 16 52.     (N)    113 49 51.     (W)     SCALED    
 DA0951* NAVD 88     -       434.38   (+/-2cm)    1425.1    (feet)  VERTCON   
 DA0951  ___________________________________________________________________
 DA0951  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA0951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0951
 DA0951.The horizontal coordinates were scaled from a topographic map and have
 DA0951.an estimated accuracy of +/- 6 seconds.
 DA0951
 DA0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0951.The vertical order pertains to the NGVD 29 superseded value.
 DA0951
 DA0951.The geoid height was determined by GEOID03.
 DA0951
 DA0951;                    North         East    Units  Estimated Accuracy
 DA0951;SPC AZ W     -   142,040.      205,750.      MT  (+/- 180 meters Scaled)
 DA0951
 DA0951                          SUPERSEDED SURVEY CONTROL
 DA0951
 DA0951  NGVD 29 (??/??/92)  433.678  (m)         1422.83   (f) ADJ UNCH    2 0
 DA0951
 DA0951.Superseded values are not recommended for survey control.
 DA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0951.See file dsdata.txt to determine how the superseded data were derived.
 DA0951
 DA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA333751(NAD 83)
 DA0951_MARKER: DB = BENCH MARK DISK
 DA0951_SETTING: 66 = SET IN ROCK OUTCROP
 DA0951_SP_SET: ROCK OUTCROP
 DA0951_STAMPING: W 347 1961
 DA0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0951+STABILITY: POSITION/ELEVATION WELL
 DA0951
 DA0951  HISTORY     - Date     Condition        Report By
 DA0951  HISTORY     - 1961     MONUMENTED       CGS
 DA0951  HISTORY     - 1962     GOOD             NGS
 DA0951
 DA0951                          STATION DESCRIPTION
 DA0951
 DA0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0951'8.2 MI NW FROM TULE WELL.
 DA0951'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0951'COMMISSION SHELTER AT TULE WELL.  THENCE 4.9 MILES NORTHWEST ALONG A
 DA0951'DIM TRAIL ROAD, 2.1 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0951'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 3, SOUTHWEST OF
 DA0951'AND AT THE BASE OF A STEEP MOUNTAIN, 88 FEET NORTHEAST OF THE CENTER
 DA0951'LINE OF THE TRAIL ROAD, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DA0951'SET IN THE TOP OF A SLOPING ROCK OUTCROP WHICH PROJECTS ABOUT 4 FEET
 DA0951'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0282 ***********************************************************************
 CG0282  DESIGNATION -  W 347
 CG0282  PID         -  CG0282
 CG0282  STATE/COUNTY-  AZ/PIMA
 CG0282  USGS QUAD   -  SAHUARITA (1981)
 CG0282
 CG0282                         *CURRENT SURVEY CONTROL
 CG0282  ___________________________________________________________________
 CG0282* NAD 83(1986)-  31 53 12.     (N)    110 59 13.     (W)     SCALED    
 CG0282* NAVD 88     -       868.98   (+/-2cm)    2851.0    (feet)  VERTCON   
 CG0282  ___________________________________________________________________
 CG0282  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0282
 CG0282.The horizontal coordinates were scaled from a topographic map and have
 CG0282.an estimated accuracy of +/- 6 seconds.
 CG0282
 CG0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0282.The vertical order pertains to the NGVD 29 superseded value.
 CG0282
 CG0282.The geoid height was determined by GEOID03.
 CG0282
 CG0282;                    North         East    Units  Estimated Accuracy
 CG0282;SPC AZ C     -    98,680.      301,310.      MT  (+/- 180 meters Scaled)
 CG0282
 CG0282                          SUPERSEDED SURVEY CONTROL
 CG0282
 CG0282  NGVD 29 (??/??/92)  868.261  (m)         2848.62   (f) ADJ UNCH    2 0
 CG0282
 CG0282.Superseded values are not recommended for survey control.
 CG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0282.See file dsdata.txt to determine how the superseded data were derived.
 CG0282
 CG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA012278(NAD 83)
 CG0282_MARKER: DB = BENCH MARK DISK
 CG0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0282_STAMPING: W 347 1959
 CG0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0282+STABILITY: SURFACE MOTION
 CG0282
 CG0282  HISTORY     - Date     Condition        Report By
 CG0282  HISTORY     - 1959     MONUMENTED       CGS
 CG0282  HISTORY     - 1976     GOOD             USGS
 CG0282  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0282
 CG0282                          STATION DESCRIPTION
 CG0282
 CG0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0282'5.5 MI S FROM SAHUARITA.
 CG0282'5.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0282'SAHUARITA, ABOUT 0.3 MILE SOUTH OF MILEPOST 43, 124 FEET EAST OF THE
 CG0282'CENTER OF THE HIGHWAY, 4 FEET SOUTH OF THE WITNESS POST, 1 FOOT WEST
 CG0282'OF THE FENCE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CG0282'PROJECTS 4 INCHES.
 CG0282
 CG0282                          STATION RECOVERY (1976)
 CG0282
 CG0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0282'4.3 MILES SOUTH ALONG US HWY 89 FROM P.O. AT SAHUARITA TO INTERCHANGE
 CG0282'THENCE 1.3 MILES SOUTH ALONG INTERSTATE 19, 125 FT. EAST OF
 CG0282'NORTHBOUND LANE, 1.0 FOOT WEST OF R/W FENCE. SET IN TOP OF 1.0 FOOT
 CG0282'SQUARE CONCRETE POST PROJECTING 0.4 FOOT. A STANDARD DISK STAMPED
 CG0282'W347 1959.
 CG0282
 CG0282                          STATION RECOVERY (1995)
 CG0282
 CG0282'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0027 ***********************************************************************
 DB0027  DESIGNATION -  W 348
 DB0027  PID         -  DB0027
 DB0027  STATE/COUNTY-  AZ/YUMA
 DB0027  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB0027
 DB0027                         *CURRENT SURVEY CONTROL
 DB0027  ___________________________________________________________________
 DB0027* NAD 83(1986)-  32 27 51.     (N)    114 17 38.     (W)     SCALED    
 DB0027* NAVD 88     -       208.24   (+/-2cm)     683.2    (feet)  VERTCON   
 DB0027  ___________________________________________________________________
 DB0027  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DB0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0027
 DB0027.The horizontal coordinates were scaled from a topographic map and have
 DB0027.an estimated accuracy of +/- 6 seconds.
 DB0027
 DB0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0027.The vertical order pertains to the NGVD 29 superseded value.
 DB0027
 DB0027.The geoid height was determined by GEOID03.
 DB0027
 DB0027;                    North         East    Units  Estimated Accuracy
 DB0027;SPC AZ W     -   162,470.      162,230.      MT  (+/- 180 meters Scaled)
 DB0027
 DB0027                          SUPERSEDED SURVEY CONTROL
 DB0027
 DB0027  NGVD 29 (??/??/??)  207.562  (m)          680.98   (f) ADJUSTED    2 0
 DB0027
 DB0027.Superseded values are not recommended for survey control.
 DB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0027.See file dsdata.txt to determine how the superseded data were derived.
 DB0027
 DB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR543951(NAD 83)
 DB0027_MARKER: DB = BENCH MARK DISK
 DB0027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0027_SP_SET: 14 FEET
 DB0027_STAMPING: W 348 1962
 DB0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0027
 DB0027  HISTORY     - Date     Condition        Report By
 DB0027  HISTORY     - 1962     MONUMENTED       CGS
 DB0027
 DB0027                          STATION DESCRIPTION
 DB0027
 DB0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0027'25.2 MI SSW FROM LIGURTA.
 DB0027'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0027'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0027'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0027'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0027'A WASH, THENCE 6.1 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 0.55
 DB0027'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0027'PROJECTS 16 FEET AND IS NUMBER 11, 1.1 MILES NORTHWEST OF A ROCKY
 DB0027'POINT AT THE BASE OF THE GILA MOUNTAINS, 78 YARDS NORTHWEST OF A
 DB0027'SANDY WASH WITH SCATTERED TREES ALONG THE WASH, 118 FEET
 DB0027'NORTHWEST OF A SCRUB TREE, 16 FEET SOUTHWEST OF THE CENTER
 DB0027'LINE OF THE TRAIL ROAD, 2.5 FEET SOUTHWEST OF A METAL WITNESS
 DB0027'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND ON THE
 DB0027'TOP OF A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 14 FEET
 DB0027'AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1189 ***********************************************************************
 CZ1189  DESIGNATION -  W 348
 CZ1189  PID         -  CZ1189
 CZ1189  STATE/COUNTY-  AZ/PINAL
 CZ1189  USGS QUAD   -  CHUICHU (1992)
 CZ1189
 CZ1189                         *CURRENT SURVEY CONTROL
 CZ1189  ___________________________________________________________________
 CZ1189* NAD 83(1986)-  32 49 58.     (N)    111 48 27.     (W)     SCALED    
 CZ1189* NAVD 88     -       424.40   (+/-2cm)    1392.4    (feet)  VERTCON   
 CZ1189  ___________________________________________________________________
 CZ1189  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ1189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1189
 CZ1189.The horizontal coordinates were scaled from a topographic map and have
 CZ1189.an estimated accuracy of +/- 6 seconds.
 CZ1189
 CZ1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1189.The vertical order pertains to the NGVD 29 superseded value.
 CZ1189
 CZ1189.The geoid height was determined by GEOID03.
 CZ1189
 CZ1189;                    North         East    Units  Estimated Accuracy
 CZ1189;SPC AZ C     -   203,210.      223,580.      MT  (+/- 180 meters Scaled)
 CZ1189
 CZ1189                          SUPERSEDED SURVEY CONTROL
 CZ1189
 CZ1189  NGVD 29 (??/??/92)  423.783  (m)         1390.36   (f) ADJ UNCH    2 0
 CZ1189
 CZ1189.Superseded values are not recommended for survey control.
 CZ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1189.See file dsdata.txt to determine how the superseded data were derived.
 CZ1189
 CZ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB244330(NAD 83)
 CZ1189_MARKER: DB = BENCH MARK DISK
 CZ1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1189_SP_SET: STOVE PIPE
 CZ1189_STAMPING: W 348 1960
 CZ1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1189+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2008
 CZ1189
 CZ1189  HISTORY     - Date     Condition        Report By
 CZ1189  HISTORY     - 1960     MONUMENTED       CGS
 CZ1189  HISTORY     - 1966     GOOD             DOD
 CZ1189  HISTORY     - 20080511 GOOD             GEOCAC
 CZ1189
 CZ1189                          STATION DESCRIPTION
 CZ1189
 CZ1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1189'8.7 MI SW FROM CASA GRANDE.
 CZ1189'4.5 MILES WEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1189'GRANDE, THENCE 3.0 MILES SOUTH ON SOUTH BIANCE ROAD, THENCE 1.0 MILES
 CZ1189'EAST ON GRADED RD., THENCE 0.2 MILES SOUTH ON GRADED ROAD TO STATION
 CZ1189'SITE, WHICH IS 140 FT. EAST OF THE ROAD AND 4.0 FEET WEST OF WITNESS
 CZ1189'POST.  THE STATION MARK IS SET IN TOP OF 6 INCH CONCRETE-FILLED
 CZ1189'STOVEPIPE PROJECTING 6 INCHES.
 CZ1189
 CZ1189                          STATION RECOVERY (1966)
 CZ1189
 CZ1189'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1189'RECOVERED IN GOOD CONDITION.
 CZ1189
 CZ1189                          STATION RECOVERY (2008)
 CZ1189
 CZ1189'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0095 ***********************************************************************
 DB0095  DESIGNATION -  W 349
 DB0095  PID         -  DB0095
 DB0095  STATE/COUNTY-  AZ/YUMA
 DB0095  USGS QUAD   -  WELLTON SE (1965)
 DB0095
 DB0095                         *CURRENT SURVEY CONTROL
 DB0095  ___________________________________________________________________
 DB0095* NAD 83(1986)-  32 31 52.     (N)    114 03 36.     (W)     SCALED    
 DB0095* NAVD 88     -       211.21   (+/-2cm)     692.9    (feet)  VERTCON   
 DB0095  ___________________________________________________________________
 DB0095  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0095
 DB0095.The horizontal coordinates were scaled from a topographic map and have
 DB0095.an estimated accuracy of +/- 6 seconds.
 DB0095
 DB0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0095.The vertical order pertains to the NGVD 29 superseded value.
 DB0095
 DB0095.The geoid height was determined by GEOID03.
 DB0095
 DB0095;                    North         East    Units  Estimated Accuracy
 DB0095;SPC AZ W     -   169,810.      184,240.      MT  (+/- 180 meters Scaled)
 DB0095
 DB0095                          SUPERSEDED SURVEY CONTROL
 DB0095
 DB0095  NGVD 29 (??/??/??)  210.528  (m)          690.71   (f) ADJUSTED    2 0
 DB0095
 DB0095.Superseded values are not recommended for survey control.
 DB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0095.See file dsdata.txt to determine how the superseded data were derived.
 DB0095
 DB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS761031(NAD 83)
 DB0095_MARKER: DB = BENCH MARK DISK
 DB0095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0095_SP_SET: 13 1/2 FEET
 DB0095_STAMPING: W 349 1961
 DB0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0095
 DB0095  HISTORY     - Date     Condition        Report By
 DB0095  HISTORY     - 1961     MONUMENTED       CGS
 DB0095  HISTORY     - 1962     GOOD             NGS
 DB0095
 DB0095                          STATION DESCRIPTION
 DB0095
 DB0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0095'12.6 MI SE FROM WELLTON.
 DB0095'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0095'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0095'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0095'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0095'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 8.9 MILES SOUTHEAST
 DB0095'ALONG A DIM TRAIL ROAD, 1.9 MILES NORTHWEST OF A 4 X 4-INCH WHITE
 DB0095'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 6,
 DB0095'67 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 5.0 FEET
 DB0095'SOUTHWEST OF A METAL WITNESS POST, AND CLAMPED ON A COPPER COATED
 DB0095'ROD WHICH IS DRIVEN TO A DEPTH OF 13 1/2 FEET AND IS ENCASED IN
 DB0095'A 6-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0164 ***********************************************************************
 CZ0164  DESIGNATION -  W 349
 CZ0164  PID         -  CZ0164
 CZ0164  STATE/COUNTY-  AZ/PIMA
 CZ0164  USGS QUAD   -  TUCSON SW (1992)
 CZ0164
 CZ0164                         *CURRENT SURVEY CONTROL
 CZ0164  ___________________________________________________________________
 CZ0164* NAD 83(1986)-  32 07 09.     (N)    110 59 22.     (W)     SCALED    
 CZ0164* NAVD 88     -       758.67   (+/-2cm)    2489.1    (feet)  VERTCON   
 CZ0164  ___________________________________________________________________
 CZ0164  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0164
 CZ0164.The horizontal coordinates were scaled from a topographic map and have
 CZ0164.an estimated accuracy of +/- 6 seconds.
 CZ0164
 CZ0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0164.The vertical order pertains to the NGVD 29 superseded value.
 CZ0164
 CZ0164.The geoid height was determined by GEOID03.
 CZ0164
 CZ0164;                    North         East    Units  Estimated Accuracy
 CZ0164;SPC AZ C     -   124,460.      300,860.      MT  (+/- 180 meters Scaled)
 CZ0164
 CZ0164                          SUPERSEDED SURVEY CONTROL
 CZ0164
 CZ0164  NGVD 29 (??/??/92)  758.010  (m)         2486.90   (f) ADJ UNCH    2 0
 CZ0164
 CZ0164.Superseded values are not recommended for survey control.
 CZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0164.See file dsdata.txt to determine how the superseded data were derived.
 CZ0164
 CZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA009536(NAD 83)
 CZ0164_MARKER: DB = BENCH MARK DISK
 CZ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0164_STAMPING: W 349 1960
 CZ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0164+STABILITY: SURFACE MOTION
 CZ0164
 CZ0164  HISTORY     - Date     Condition        Report By
 CZ0164  HISTORY     - 1960     MONUMENTED       CGS
 CZ0164  HISTORY     - 19950120 GOOD             USPSQD
 CZ0164
 CZ0164                          STATION DESCRIPTION
 CZ0164
 CZ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0164'6.0 MI SW FROM TUCSON.
 CZ0164'0.5 MILE SOUTH OF THE POST OFFICE AT EMERY PARK, TUCSON, ARIZONA, ON
 CZ0164'U. S. HIGHWAY 89, THENCE 1.4 MILES WEST ON VALENCIA ROAD, THENCE 1
 CZ0164'MILE SOUTH ON INTERSTATE HIGHWAY 19, 130 FEET WEST OF FENCE CORNER, 1
 CZ0164'FOOT NORTH OF FENCE, 215 FEET WEST OF CENTER OF HIGHWAY, 1 FOOT WEST
 CZ0164'OF WITNESS POST, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 CZ0164'PROJECTING 6 INCHES.
 CZ0164
 CZ0164                          STATION RECOVERY (1995)
 CZ0164
 CZ0164'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0308 ***********************************************************************
 ER0308  DESIGNATION -  W 35
 ER0308  PID         -  ER0308
 ER0308  STATE/COUNTY-  AZ/APACHE
 ER0308  USGS QUAD   -  STINKING SPRINGS (1982)
 ER0308
 ER0308                         *CURRENT SURVEY CONTROL
 ER0308  ___________________________________________________________________
 ER0308* NAD 83(1986)-  34 34 20.     (N)    109 37 27.     (W)     SCALED    
 ER0308* NAVD 88     -      1719.970  (meters)    5642.93   (feet)  ADJUSTED  
 ER0308  ___________________________________________________________________
 ER0308  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ER0308  DYNAMIC HT  -        1717.516 (meters)    5634.88  (feet)  COMP
 ER0308  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 ER0308
 ER0308  VERT ORDER  -  SECOND    CLASS 0
 ER0308
 ER0308.The horizontal coordinates were scaled from a topographic map and have
 ER0308.an estimated accuracy of +/- 6 seconds.
 ER0308
 ER0308.The orthometric height was determined by differential leveling
 ER0308.and adjusted in June 1991.
 ER0308
 ER0308.The geoid height was determined by GEOID03.
 ER0308
 ER0308.The dynamic height is computed by dividing the NAVD 88
 ER0308.geopotential number by the normal gravity value computed on the
 ER0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0308.degrees latitude (g = 980.6199 gals.).
 ER0308
 ER0308.The modeled gravity was interpolated from observed gravity values.
 ER0308
 ER0308;                    North         East    Units  Estimated Accuracy
 ER0308;SPC AZ E     -   396,260.      263,140.      MT  (+/- 180 meters Scaled)
 ER0308
 ER0308                          SUPERSEDED SURVEY CONTROL
 ER0308
 ER0308  NGVD 29 (??/??/92) 1719.115  (m)         5640.13   (f) ADJ UNCH    2 0
 ER0308
 ER0308.Superseded values are not recommended for survey control.
 ER0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0308.See file dsdata.txt to determine how the superseded data were derived.
 ER0308
 ER0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD262264(NAD 83)
 ER0308_MARKER: DB = BENCH MARK DISK
 ER0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0308_STAMPING: W 35 1934
 ER0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0308+STABILITY: SURFACE MOTION
 ER0308
 ER0308  HISTORY     - Date     Condition        Report By
 ER0308  HISTORY     - 1934     MONUMENTED       CGS
 ER0308
 ER0308                          STATION DESCRIPTION
 ER0308
 ER0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0308'2.8 MI SE FROM HUNT.
 ER0308'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 260 FROM THE SCHOOLHOUSE AT
 ER0308'HUNT, APACHE COUNTY, 7.1 MILES NORTH OF CONCHO, 62 FEET EAST OF THE
 ER0308'CENTERLINE OF THE HIGHWAY, 7 FEET WEST OF THE FENCE, AND ABOUT 1 FOOT
 ER0308'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 35 1934 AND SET IN
 ER0308'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0983 ***********************************************************************
 DA0983  DESIGNATION -  W 350
 DA0983  PID         -  DA0983
 DA0983  STATE/COUNTY-  AZ/YUMA
 DA0983  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0983
 DA0983                         *CURRENT SURVEY CONTROL
 DA0983  ___________________________________________________________________
 DA0983* NAD 83(1986)-  32 19 23.     (N)    113 39 36.     (W)     SCALED    
 DA0983* NAVD 88     -       271.92   (+/-2cm)     892.1    (feet)  VERTCON   
 DA0983  ___________________________________________________________________
 DA0983  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DA0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0983
 DA0983.The horizontal coordinates were scaled from a topographic map and have
 DA0983.an estimated accuracy of +/- 6 seconds.
 DA0983
 DA0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0983.The vertical order pertains to the NGVD 29 superseded value.
 DA0983
 DA0983.The geoid height was determined by GEOID03.
 DA0983
 DA0983;                    North         East    Units  Estimated Accuracy
 DA0983;SPC AZ W     -   146,700.      221,830.      MT  (+/- 180 meters Scaled)
 DA0983
 DA0983                          SUPERSEDED SURVEY CONTROL
 DA0983
 DA0983  NGVD 29 (??/??/92)  271.239  (m)          889.89   (f) ADJ UNCH    2 0
 DA0983
 DA0983.Superseded values are not recommended for survey control.
 DA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0983.See file dsdata.txt to determine how the superseded data were derived.
 DA0983
 DA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA495793(NAD 83)
 DA0983_MARKER: DB = BENCH MARK DISK
 DA0983_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0983_SP_SET: 15 1/2 FT
 DA0983_STAMPING: W 350 1962
 DA0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0983
 DA0983  HISTORY     - Date     Condition        Report By
 DA0983  HISTORY     - 1962     MONUMENTED       CGS
 DA0983
 DA0983                          STATION DESCRIPTION
 DA0983
 DA0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0983'1.2 MI NE FROM TULE WELL.
 DA0983'ABOUT 11.2 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0983'COMMISSION SHELTER AT TULE WELL.  1.9 MILES IN A GENERAL NORTHERLY
 DA0983'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 DA0983'16 FEET AND IS NUMBERED 26, 0.15 MILE WEST OF A LONE SAGUARO, 16 FEET
 DA0983'EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A METAL WITNESS
 DA0983'POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF
 DA0983'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 1/2 FEET
 DA0983'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1002 ***********************************************************************
 DB1002  DESIGNATION -  W 351
 DB1002  PID         -  DB1002
 DB1002  STATE/COUNTY-  AZ/YUMA
 DB1002  USGS QUAD   -  WELLTON MESA (1982)
 DB1002
 DB1002                         *CURRENT SURVEY CONTROL
 DB1002  ___________________________________________________________________
 DB1002* NAD 83(1986)-  32 38 17.     (N)    114 07 29.     (W)     SCALED    
 DB1002* NAVD 88     -       104.78   (+/-2cm)     343.8    (feet)  VERTCON   
 DB1002  ___________________________________________________________________
 DB1002  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DB1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB1002
 DB1002.The horizontal coordinates were scaled from a topographic map and have
 DB1002.an estimated accuracy of +/- 6 seconds.
 DB1002
 DB1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1002.The vertical order pertains to the NGVD 29 superseded value.
 DB1002
 DB1002.The geoid height was determined by GEOID03.
 DB1002
 DB1002;                    North         East    Units  Estimated Accuracy
 DB1002;SPC AZ W     -   181,680.      178,200.      MT  (+/- 180 meters Scaled)
 DB1002
 DB1002                          SUPERSEDED SURVEY CONTROL
 DB1002
 DB1002  NGVD 29 (??/??/??)  104.139  (m)          341.66   (f) ADJUSTED    2 0
 DB1002
 DB1002.Superseded values are not recommended for survey control.
 DB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1002.See file dsdata.txt to determine how the superseded data were derived.
 DB1002
 DB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS697148(NAD 83)
 DB1002_MARKER: DB = BENCH MARK DISK
 DB1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1002_STAMPING: W 351 1962
 DB1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1002+STABILITY: SURFACE MOTION
 DB1002
 DB1002  HISTORY     - Date     Condition        Report By
 DB1002  HISTORY     - 1962     MONUMENTED       CGS
 DB1002
 DB1002                          STATION DESCRIPTION
 DB1002
 DB1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB1002'3.8 MI SE FROM WELLTON.
 DB1002'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB1002'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB1002'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB1002'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB1002'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 0.15 MILE SOUTH
 DB1002'ALONG A DIM TRAIL ROAD, 83 FEET SOUTH SOUTHEAST OF A WHITE WOODEN
 DB1002'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 8, 22 FEET
 DB1002'WEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.5 FEET WEST OF A
 DB1002'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 DB1002'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1016 ***********************************************************************
 DA1016  DESIGNATION -  W 352
 DA1016  PID         -  DA1016
 DA1016  STATE/COUNTY-  AZ/YUMA
 DA1016  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA1016
 DA1016                         *CURRENT SURVEY CONTROL
 DA1016  ___________________________________________________________________
 DA1016* NAD 83(1986)-  32 25 37.     (N)    113 38 29.     (W)     SCALED    
 DA1016* NAVD 88     -       218.59   (+/-2cm)     717.2    (feet)  VERTCON   
 DA1016  ___________________________________________________________________
 DA1016  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DA1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1016
 DA1016.The horizontal coordinates were scaled from a topographic map and have
 DA1016.an estimated accuracy of +/- 6 seconds.
 DA1016
 DA1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1016.The vertical order pertains to the NGVD 29 superseded value.
 DA1016
 DA1016.The geoid height was determined by GEOID03.
 DA1016
 DA1016;                    North         East    Units  Estimated Accuracy
 DA1016;SPC AZ W     -   158,220.      223,570.      MT  (+/- 180 meters Scaled)
 DA1016
 DA1016                          SUPERSEDED SURVEY CONTROL
 DA1016
 DA1016  NGVD 29 (??/??/92)  217.931  (m)          715.00   (f) ADJ UNCH    2 0
 DA1016
 DA1016.Superseded values are not recommended for survey control.
 DA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1016.See file dsdata.txt to determine how the superseded data were derived.
 DA1016
 DA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA516908(NAD 83)
 DA1016_MARKER: DB = BENCH MARK DISK
 DA1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1016_STAMPING: W 352 1962
 DA1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1016+STABILITY: SURFACE MOTION
 DA1016
 DA1016  HISTORY     - Date     Condition        Report By
 DA1016  HISTORY     - 1962     MONUMENTED       CGS
 DA1016
 DA1016                          STATION DESCRIPTION
 DA1016
 DA1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1016'20.05 MI NE FROM TULE WELL.
 DA1016'ABOUT 18.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DA1016'GAME COMMISSION SHELTER AT TULE WELL.  THENCE 1.7 MILES EAST ALONG A
 DA1016'SANDY TRAIL ROAD, 1.7 MILES GENERALLY EASTERLY DIRECTION OF A 4X4-INCH
 DA1016'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2,
 DA1016'1.5 MILES GENERALLY WESTERLY DIRECTION OF A 4X4-INCH WHITE WOODEN
 DA1016'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 42, 1.0 MILE
 DA1016'EAST OF THE NORTH END OF A LOW RANGE OF MOUNTAINS, 27 FEET SOUTH OF
 DA1016'THE CENTER LINE OF THE TRAIL ROAD, 1.6 FEET NORTH OF A METAL WITNESS
 DA1016'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 DA1016'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0770 ***********************************************************************
 DA0770  DESIGNATION -  W 353
 DA0770  PID         -  DA0770
 DA0770  STATE/COUNTY-  AZ/MARICOPA
 DA0770  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0770
 DA0770                         *CURRENT SURVEY CONTROL
 DA0770  ___________________________________________________________________
 DA0770* NAD 83(1986)-  32 44 16.     (N)    113 16 47.     (W)     SCALED    
 DA0770* NAVD 88     -       187.91   (+/-2cm)     616.5    (feet)  VERTCON   
 DA0770  ___________________________________________________________________
 DA0770  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0770
 DA0770.The horizontal coordinates were scaled from a topographic map and have
 DA0770.an estimated accuracy of +/- 6 seconds.
 DA0770
 DA0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0770.The vertical order pertains to the NGVD 29 superseded value.
 DA0770
 DA0770.The geoid height was determined by GEOID03.
 DA0770
 DA0770;                    North         East    Units  Estimated Accuracy
 DA0770;SPC AZ C     -   193,500.       85,610.      MT  (+/- 180 meters Scaled)
 DA0770
 DA0770                          SUPERSEDED SURVEY CONTROL
 DA0770
 DA0770  NGVD 29 (??/??/92)  187.315  (m)          614.55   (f) ADJ UNCH    2 0
 DA0770
 DA0770.Superseded values are not recommended for survey control.
 DA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0770.See file dsdata.txt to determine how the superseded data were derived.
 DA0770
 DA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB863245(NAD 83)
 DA0770_MARKER: DB = BENCH MARK DISK
 DA0770_SETTING: 66 = SET IN ROCK OUTCROP
 DA0770_SP_SET: ROCK OUTCROP
 DA0770_STAMPING: W 353 1961
 DA0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0770+STABILITY: POSITION/ELEVATION WELL
 DA0770
 DA0770  HISTORY     - Date     Condition        Report By
 DA0770  HISTORY     - 1961     MONUMENTED       CGS
 DA0770  HISTORY     - 1962     GOOD             NGS
 DA0770
 DA0770                          STATION DESCRIPTION
 DA0770
 DA0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0770'11.65 MI SSW FROM SENTINEL.
 DA0770'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0770'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.6 MILES WEST-SOUTHWEST
 DA0770'ALONG A CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE.  THENCE 0.8
 DA0770'MILE SOUTH ALONG A DIM TRAIL ROAD, 1.2 MILES WEST AND 0.8 MILE SOUTH
 DA0770'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0770'IS NUMBERED 20, 0.4 MILE WEST-NORTHWEST OF A PROMINENT ROCK HILL, 0.3
 DA0770'MILE NORTH OF A DENSE GROVE OF MESQUITE BRUSH, 0.15 MILE SOUTH OF A
 DA0770'LONE IRONWOOD TREE, 130 YARDS EAST-SOUTHEAST OF A LONE IRONWOOD TREE,
 DA0770'44 FEET EAST OF THE CENTER LINE OF THE DIM TRAIL ROAD, ABOUT LEVEL
 DA0770'WITH THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3
 DA0770'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0147 ***********************************************************************
 DB0147  DESIGNATION -  W 353
 DB0147  PID         -  DB0147
 DB0147  STATE/COUNTY-  AZ/YUMA
 DB0147  USGS QUAD   -  WELLTON (1982)
 DB0147
 DB0147                         *CURRENT SURVEY CONTROL
 DB0147  ___________________________________________________________________
 DB0147* NAD 83(1986)-  32 39 46.     (N)    114 10 33.     (W)     SCALED    
 DB0147* NAVD 88     -        73.609  (meters)     241.50   (feet)  ADJUSTED  
 DB0147  ___________________________________________________________________
 DB0147  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DB0147  DYNAMIC HT  -          73.525 (meters)     241.22  (feet)  COMP
 DB0147  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 DB0147
 DB0147  VERT ORDER  -  FIRST     CLASS II
 DB0147
 DB0147.The horizontal coordinates were scaled from a topographic map and have
 DB0147.an estimated accuracy of +/- 6 seconds.
 DB0147
 DB0147.The orthometric height was determined by differential leveling
 DB0147.and adjusted in June 1991.
 DB0147
 DB0147.The geoid height was determined by GEOID03.
 DB0147
 DB0147.The dynamic height is computed by dividing the NAVD 88
 DB0147.geopotential number by the normal gravity value computed on the
 DB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0147.degrees latitude (g = 980.6199 gals.).
 DB0147
 DB0147.The modeled gravity was interpolated from observed gravity values.
 DB0147
 DB0147;                    North         East    Units  Estimated Accuracy
 DB0147;SPC AZ W     -   184,440.      173,420.      MT  (+/- 180 meters Scaled)
 DB0147
 DB0147                          SUPERSEDED SURVEY CONTROL
 DB0147
 DB0147  NGVD 29 (??/??/??)   72.978  (m)          239.43   (f) ADJUSTED    1 2
 DB0147
 DB0147.Superseded values are not recommended for survey control.
 DB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0147.See file dsdata.txt to determine how the superseded data were derived.
 DB0147
 DB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS648174(NAD 83)
 DB0147_MARKER: DB = BENCH MARK DISK
 DB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0147_STAMPING: W 353 1960
 DB0147_MARK LOGO: CGS   
 DB0147_PROJECTION: PROJECTING 10 CENTIMETERS
 DB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0147+STABILITY: SURFACE MOTION
 DB0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0147+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB0147
 DB0147  HISTORY     - Date     Condition        Report By
 DB0147  HISTORY     - 1960     MONUMENTED       CGS
 DB0147  HISTORY     - 1981     GOOD             NGS
 DB0147  HISTORY     - 1981     GOOD             NGS
 DB0147  HISTORY     - 20090207 GOOD             GEOCAC
 DB0147
 DB0147                          STATION DESCRIPTION
 DB0147
 DB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0147'2.4 MI W FROM WELLTON.
 DB0147'2.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DB0147'STATION AT WELLTON, 9 1/2 POLES WEST OF MILE POLE 768, 3 FEET
 DB0147'NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 DB0147'CONCRETE POST PROJECTING 8 INCHES AND ABOUT 3 FEET HIGHER THAN
 DB0147'THE TRACKS.
 DB0147
 DB0147                          STATION RECOVERY (1981)
 DB0147
 DB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0147'2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0147'WELLTON, 0.55 KM (0.35 MI) WEST OF SOUTHERN PACIFIC RAILROAD MILEPOLE
 DB0147'768, AT THE WEST END OF A SMALL SANDY KNOLL, 36.9 M (121 FT) SOUTH OF
 DB0147'THE CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT), 24.1 M (79.0 FT)
 DB0147'EAST OF THE EXTENDED CENTERLINE OF AVENUE 27E, 12.3 M (40.5 FT) NORTH
 DB0147'OF THE NORTH RAIL, 6.6 M (21.5 FT) SOUTH OF THE CENTERLINE OF A DIRT
 DB0147'SERVICE ROAD FOR THE RAILROAD.
 DB0147'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 DB0147'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DB0147
 DB0147                          STATION RECOVERY (1981)
 DB0147
 DB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0147'2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB0147'WELLTON, 0.55 KM (0.35 MI) WEST OF SOUTHERN PACIFIC RAILROAD MILEPOLE
 DB0147'768, AT THE WEST END OF A SMALL SANDY KNOLL, 36.9 M (121 FT) SOUTH OF
 DB0147'THE CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT), 24.1 M (79.0 FT)
 DB0147'EAST OF THE EXTENDED CENTERLINE OF AVENUE 27E, 12.3 M (40.5 FT) NORTH
 DB0147'OF THE NORTH RAIL, 6.6 M (21.5 FT) SOUTH OF THE CENTERLINE OF A DIRT
 DB0147'SERVICE ROAD FOR THE RAILROAD.
 DB0147'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 DB0147'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DB0147
 DB0147                          STATION RECOVERY (2009)
 DB0147
 DB0147'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0147'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0147' 
 DB0147'OF N 32 39 47.2 W 114 10 31.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0256 ***********************************************************************
 CZ0256  DESIGNATION -  W 354
 CZ0256  PID         -  CZ0256
 CZ0256  STATE/COUNTY-  AZ/PIMA
 CZ0256  USGS QUAD   -  TUCSON SE (1992)
 CZ0256
 CZ0256                         *CURRENT SURVEY CONTROL
 CZ0256  ___________________________________________________________________
 CZ0256* NAD 83(1986)-  32 03 25.     (N)    110 46 03.     (W)     SCALED    
 CZ0256* NAVD 88     -       939.704  (meters)    3083.01   (feet)  ADJUSTED  
 CZ0256  ___________________________________________________________________
 CZ0256  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CZ0256  DYNAMIC HT  -         938.353 (meters)    3078.58  (feet)  COMP
 CZ0256  MODELED GRAV-     979,170.3   (mgal)                       NAVD 88
 CZ0256  OBS GRAVITY -     979,173.2   (mgal)                       GRAV_OBS
 CZ0256
 CZ0256  VERT ORDER  -  FIRST     CLASS II
 CZ0256
 CZ0256.The horizontal coordinates were scaled from a topographic map and have
 CZ0256.an estimated accuracy of +/- 6 seconds.
 CZ0256
 CZ0256.The orthometric height was determined by differential leveling
 CZ0256.and adjusted in June 1991.
 CZ0256
 CZ0256.The geoid height was determined by GEOID03.
 CZ0256
 CZ0256.The dynamic height is computed by dividing the NAVD 88
 CZ0256.geopotential number by the normal gravity value computed on the
 CZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0256.degrees latitude (g = 980.6199 gals.).
 CZ0256
 CZ0256.The modeled gravity was interpolated from observed gravity values.
 CZ0256.The observed gravity was obtained from relative gravimeter ties
 CZ0256.to the IGSN71 gravity network.
 CZ0256
 CZ0256;                    North         East    Units  Estimated Accuracy
 CZ0256;SPC AZ C     -   117,760.      321,870.      MT  (+/- 180 meters Scaled)
 CZ0256
 CZ0256                          SUPERSEDED SURVEY CONTROL
 CZ0256
 CZ0256  NGVD 29 (??/??/92)  938.983  (m)         3080.65   (f) ADJ UNCH    1 2
 CZ0256
 CZ0256.Superseded values are not recommended for survey control.
 CZ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0256.See file dsdata.txt to determine how the superseded data were derived.
 CZ0256
 CZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA219467(NAD 83)
 CZ0256_MARKER: DB = BENCH MARK DISK
 CZ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0256_STAMPING: W 354 1960
 CZ0256_PROJECTION: PROJECTING 20 CENTIMETERS
 CZ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0256+STABILITY: SURFACE MOTION
 CZ0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0256+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ0256
 CZ0256  HISTORY     - Date     Condition        Report By
 CZ0256  HISTORY     - 1960     MONUMENTED       CGS
 CZ0256  HISTORY     - 1979     GOOD             NGS
 CZ0256  HISTORY     - 1990     GOOD             USPSQD
 CZ0256  HISTORY     - 20060316 GOOD             USPSQD
 CZ0256
 CZ0256                          STATION DESCRIPTION
 CZ0256
 CZ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0256'14.6 MI SE FROM TUCSON.
 CZ0256'14.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0256'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 262, 135 FEET SOUTHWEST OF
 CZ0256'THE MILE POST, 112.5 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST
 CZ0256'BOUND TRAFFIC LANE, 1.6 FEET NORTHEAST OF A FENCE LINE, 1.5 FEET
 CZ0256'SOUTHWEST OF A METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST
 CZ0256'PROJECTING 8 INCHES.
 CZ0256
 CZ0256                          STATION RECOVERY (1979)
 CZ0256
 CZ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0256'15.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0256'HIGHWAY 89 INTERCHANGE AT TUCSON, 0.1 MILE SOUTHEAST OF THE CROSSING
 CZ0256'OF A POWER LINE, 112 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 CZ0256'TRAFFIC LANE AND 1.5 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 CZ0256'FENCE.
 CZ0256'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 CZ0256'THE MARK IS 1 FT ABOVE EASTBOUND TRAFFIC LANE.
 CZ0256
 CZ0256                          STATION RECOVERY (1990)
 CZ0256
 CZ0256'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0256'RECOVERED IN GOOD CONDITION.
 CZ0256
 CZ0256                          STATION RECOVERY (2006)
 CZ0256
 CZ0256'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0256'FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0405 ***********************************************************************
 FS0405  DESIGNATION -  W 355
 FS0405  PID         -  FS0405
 FS0405  STATE/COUNTY-  AZ/MOHAVE
 FS0405  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0405
 FS0405                         *CURRENT SURVEY CONTROL
 FS0405  ___________________________________________________________________
 FS0405* NAD 83(1986)-  35 47 00.     (N)    114 28 43.     (W)     SCALED    
 FS0405* NAVD 88     -       699.102  (meters)    2293.64   (feet)  POSTED    
 FS0405  ___________________________________________________________________
 FS0405  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0405  DYNAMIC HT  -         698.360 (meters)    2291.20  (feet)  COMP
 FS0405  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 FS0405
 FS0405  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0405
 FS0405.The horizontal coordinates were scaled from a topographic map and have
 FS0405.an estimated accuracy of +/- 6 seconds.
 FS0405
 FS0405.The orthometric height was determined by differential leveling
 FS0405.and adjusted by the  in 1992.
 FS0405.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0405.rate of 0.0 thru 1.0 mm/km.
 FS0405
 FS0405.The geoid height was determined by GEOID03.
 FS0405
 FS0405.The dynamic height is computed by dividing the NAVD 88
 FS0405.geopotential number by the normal gravity value computed on the
 FS0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0405.degrees latitude (g = 980.6199 gals.).
 FS0405
 FS0405.The modeled gravity was interpolated from observed gravity values.
 FS0405
 FS0405;                    North         East    Units  Estimated Accuracy
 FS0405;SPC AZ W     -   530,740.      147,490.      MT  (+/- 180 meters Scaled)
 FS0405
 FS0405                          SUPERSEDED SURVEY CONTROL
 FS0405
 FS0405  NGVD 29 (??/??/92)  698.350  (m)         2291.17   (f) ADJ UNCH    1 2
 FS0405
 FS0405.Superseded values are not recommended for survey control.
 FS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0405.See file dsdata.txt to determine how the superseded data were derived.
 FS0405
 FS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278628(NAD 83)
 FS0405_MARKER: DB = BENCH MARK DISK
 FS0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0405_STAMPING: W 355 1963
 FS0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0405+STABILITY: SURFACE MOTION
 FS0405
 FS0405  HISTORY     - Date     Condition        Report By
 FS0405  HISTORY     - 1963     MONUMENTED       CGS
 FS0405
 FS0405                          STATION DESCRIPTION
 FS0405
 FS0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0405'21.9 MI S FROM MOUTH OF DETRITAL WASH.
 FS0405'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0405'MEAD, THENCE 15.0 MILES SOUTH ALONG AN ABANDONED ROAD, 1.2
 FS0405'MILES EAST OF THE EAST EDGE OF DETRITAL WASH, AT THE Y JUNCTION
 FS0405'OF ABANDONED WHITE HILLS ROAD, 8.5 FEET SOUTH OF BENCH MARK E
 FS0405'119, 61 FEET NORTHEAST OF THE CENTER LINE OF THE WHITE HILLS
 FS0405'ROAD, 42 FEET WEST OF THE ROAD, 3.0 FEET SOUTHWEST OF A WITNESS
 FS0405'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON TOP OF A 5/8-INCH
 FS0405'COPPER COATED ROAD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 8 FEET.
 FS0405'THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 FS0405'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0843 ***********************************************************************
 EU0843  DESIGNATION -  W 356
 EU0843  PID         -  EU0843
 EU0843  STATE/COUNTY-  AZ/LA PAZ
 EU0843  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0843
 EU0843                         *CURRENT SURVEY CONTROL
 EU0843  ___________________________________________________________________
 EU0843* NAD 83(1986)-  34 17 20.     (N)    114 06 24.     (W)     SCALED    
 EU0843* NAVD 88     -       157.96   (+/-2cm)     518.2    (feet)  VERTCON   
 EU0843  ___________________________________________________________________
 EU0843  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EU0843  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0843
 EU0843.The horizontal coordinates were scaled from a topographic map and have
 EU0843.an estimated accuracy of +/- 6 seconds.
 EU0843
 EU0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0843.The vertical order pertains to the NGVD 29 superseded value.
 EU0843
 EU0843.The geoid height was determined by GEOID03.
 EU0843
 EU0843;                    North         East    Units  Estimated Accuracy
 EU0843;SPC AZ W     -   364,770.      180,520.      MT  (+/- 180 meters Scaled)
 EU0843
 EU0843                          SUPERSEDED SURVEY CONTROL
 EU0843
 EU0843  NGVD 29 (08/15/05)  157.340  (m)          516.21   (f) ADJUSTED    1 1
 EU0843
 EU0843.Superseded values are not recommended for survey control.
 EU0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0843.See file dsdata.txt to determine how the superseded data were derived.
 EU0843
 EU0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT663979(NAD 83)
 EU0843_MARKER: DB = BENCH MARK DISK
 EU0843_SETTING: 80 = SET IN A BOULDER
 EU0843_STAMPING: W 356 1976
 EU0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0843+STABILITY: SURFACE MOTION
 EU0843
 EU0843  HISTORY     - Date     Condition        Report By
 EU0843  HISTORY     - 1976     MONUMENTED       NGS
 EU0843
 EU0843                          STATION DESCRIPTION
 EU0843
 EU0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0843'2.75 MI EAST FROM PARKER DAM.
 EU0843'0.15 MILE SOUTHEAST ALONG THE PARKER DAM ROAD FROM THE CENTER OF
 EU0843'PARKER DAM, THENCE 1.3 MILE EAST ALONG A WINDING GRAVEL ROAD ON THE
 EU0843'SOUTH EDGE OF LAKE HAVASU, THENCE 1.3 MILE EAST ALONG STATE HIGHWAY 95
 EU0843'0.3 MILE SOUTHWEST OF MILEPOST 161, 63.5 FT. NORTHWEST OF THE CENTER
 EU0843'LINE OF THE HIGHWAY, 75 FT. NORTHEAST OF THE EAST END OF A CEMENT AND
 EU0843'ROCK WALL AT A ROADSIDE REST AREA, IN TOP OF A 3 FT. BY 2 FT. BOULDER
 EU0843'PROJECTING 0.5 FT. ABOVE THE GROUND.
 EU0843'THE MARK IS 6 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0183 ***********************************************************************
 GQ0183  DESIGNATION -  W 359
 GQ0183  PID         -  GQ0183
 GQ0183  STATE/COUNTY-  AZ/MOHAVE
 GQ0183  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0183
 GQ0183                         *CURRENT SURVEY CONTROL
 GQ0183  ___________________________________________________________________
 GQ0183* NAD 83(1986)-  36 58 29.     (N)    113 41 50.     (W)     SCALED    
 GQ0183* NAVD 88     -       779.631  (meters)    2557.84   (feet)  POSTED    
 GQ0183  ___________________________________________________________________
 GQ0183  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 GQ0183  DYNAMIC HT  -         778.840 (meters)    2555.24  (feet)  COMP
 GQ0183  MODELED GRAV-     979,592.1   (mgal)                       NAVD 88
 GQ0183
 GQ0183  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0183
 GQ0183.The horizontal coordinates were scaled from a topographic map and have
 GQ0183.an estimated accuracy of +/- 6 seconds.
 GQ0183
 GQ0183.The orthometric height was determined by differential leveling
 GQ0183.and adjusted by the  in 1992.
 GQ0183.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0183.rate of 1.1 thru 2.0 mm/km.
 GQ0183
 GQ0183.The geoid height was determined by GEOID03.
 GQ0183
 GQ0183.The dynamic height is computed by dividing the NAVD 88
 GQ0183.geopotential number by the normal gravity value computed on the
 GQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0183.degrees latitude (g = 980.6199 gals.).
 GQ0183
 GQ0183.The modeled gravity was interpolated from observed gravity values.
 GQ0183
 GQ0183;                    North         East    Units  Estimated Accuracy
 GQ0183;SPC AZ W     -   662,690.      218,060.      MT  (+/- 180 meters Scaled)
 GQ0183
 GQ0183                          SUPERSEDED SURVEY CONTROL
 GQ0183
 GQ0183  NGVD 29 (??/??/92)  778.823  (m)         2555.19   (f) ADJ UNCH    2 0
 GQ0183
 GQ0183.Superseded values are not recommended for survey control.
 GQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0183.See file dsdata.txt to determine how the superseded data were derived.
 GQ0183
 GQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF599954(NAD 83)
 GQ0183_MARKER: DB = BENCH MARK DISK
 GQ0183_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0183_SP_SET: OUTCROP
 GQ0183_STAMPING: W 359 1960
 GQ0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0183+STABILITY: POSITION/ELEVATION WELL
 GQ0183
 GQ0183  HISTORY     - Date     Condition        Report By
 GQ0183  HISTORY     - 1960     MONUMENTED       CGS
 GQ0183  HISTORY     - 1974     MARK NOT FOUND   USGS
 GQ0183
 GQ0183                          STATION DESCRIPTION
 GQ0183
 GQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0183'17.05 MI SE FROM ST GEORGE, UT.
 GQ0183'0.8 MILE EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 GQ0183'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 GQ0183'THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 GQ0183'Y-FORK, (THIS FORK IS 0.5 MILE SOUTHEAST OF THE ARIZONA - UTAH
 GQ0183'BORDERLINE), THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 GQ0183'THENCE 1.5 MILES WEST AND NORTHWEST ON A TRAIL ROAD TO THE
 GQ0183'INTERSECTION OF 3 ROADS, THENCE FOLLOW THE ROAD LEADING WEST FOR 4.45
 GQ0183'MILES TO THE MARK, THIS IS ABOUT 1.6 MILES EAST IN THE BLACK ROCK
 GQ0183'CANYON, FROM THE VIRGIN RIVER, 36 FEET SOUTHWEST OF THE CENTER OF THE
 GQ0183'WASH, AND 36 FEET NORTHWEST OF A WILLOW TREE, CEMENTED IN A LARGE
 GQ0183'SANDROCK OUTCROPPING 3 FEET HIGHER THAN THE WASH.
 GQ0183
 GQ0183                          STATION RECOVERY (1974)
 GQ0183
 GQ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GQ0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0448 ***********************************************************************
 DA0448  DESIGNATION -  W 36
 DA0448  PID         -  DA0448
 DA0448  STATE/COUNTY-  AZ/PIMA
 DA0448  USGS QUAD   -  GUNSIGHT (1990)
 DA0448
 DA0448                         *CURRENT SURVEY CONTROL
 DA0448  ___________________________________________________________________
 DA0448* NAD 83(1986)-  32 13 19.     (N)    112 41 17.     (W)     SCALED    
 DA0448* NAVD 88     -       601.60   (+/-2cm)    1973.7    (feet)  VERTCON   
 DA0448  ___________________________________________________________________
 DA0448  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DA0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0448
 DA0448.The horizontal coordinates were scaled from a topographic map and have
 DA0448.an estimated accuracy of +/- 6 seconds.
 DA0448
 DA0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0448.The vertical order pertains to the NGVD 29 superseded value.
 DA0448
 DA0448.The geoid height was determined by GEOID03.
 DA0448
 DA0448;                    North         East    Units  Estimated Accuracy
 DA0448;SPC AZ C     -   135,740.      140,650.      MT  (+/- 180 meters Scaled)
 DA0448
 DA0448                          SUPERSEDED SURVEY CONTROL
 DA0448
 DA0448  NGVD 29 (??/??/92)  600.870  (m)         1971.35   (f) ADJ UNCH    2 0
 DA0448
 DA0448.Superseded values are not recommended for survey control.
 DA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0448.See file dsdata.txt to determine how the superseded data were derived.
 DA0448
 DA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA409662(NAD 83)
 DA0448_MARKER: DB = BENCH MARK DISK
 DA0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0448_STAMPING: W 36 1971.620 1933
 DA0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0448+STABILITY: SURFACE MOTION
 DA0448
 DA0448  HISTORY     - Date     Condition        Report By
 DA0448  HISTORY     - 1933     MONUMENTED       CGS
 DA0448  HISTORY     - 1952     GOOD             NGS
 DA0448  HISTORY     - 1988     GOOD             USPSQD
 DA0448  HISTORY     - 19970306 POOR             USPSQD
 DA0448
 DA0448                          STATION DESCRIPTION
 DA0448
 DA0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0448'15.7 MI SE FROM AJO.
 DA0448'0.15 MILES SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD
 DA0448'FROM THE STATION AT AJO, TO HIGHWAY 86, THENCE 15.55 MILES SOUTHEAST
 DA0448'ALONG HIGHWAY 86, AT THE T JUNCTION OF HIGHWAY 86 AND GUNSIGHT ROAD
 DA0448'LEADING SOUTHEAST AND SOUTH, 36 1/2 FEET SOUTH OF THE CENTER LINE OF
 DA0448'HIGHWAY 86, 11 1/2 FEET SOUTHWEST OF THE CENTER LINE OF GUNSIGHT ROAD,
 DA0448'2.2 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN
 DA0448'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 1 FOOT.
 DA0448
 DA0448                          STATION RECOVERY (1988)
 DA0448
 DA0448'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DA0448'RECOVERED IN GOOD CONDITION.
 DA0448
 DA0448                          STATION RECOVERY (1997)
 DA0448
 DA0448'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0448'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0795 ***********************************************************************
 DV0795  DESIGNATION -  W 360
 DV0795  PID         -  DV0795
 DV0795  STATE/COUNTY-  AZ/MARICOPA
 DV0795  USGS QUAD   -  SPRING MTN (1978)
 DV0795
 DV0795                         *CURRENT SURVEY CONTROL
 DV0795  ___________________________________________________________________
 DV0795* NAD 83(1986)-  33 14 25.     (N)    112 47 05.     (W)     SCALED    
 DV0795* NAVD 88     -       233.31   (+/-2cm)     765.5    (feet)  VERTCON   
 DV0795  ___________________________________________________________________
 DV0795  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV0795  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0795
 DV0795.The horizontal coordinates were scaled from a topographic map and have
 DV0795.an estimated accuracy of +/- 6 seconds.
 DV0795
 DV0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0795.The vertical order pertains to the NGVD 29 superseded value.
 DV0795
 DV0795.The geoid height was determined by GEOID03.
 DV0795
 DV0795;                    North         East    Units  Estimated Accuracy
 DV0795;SPC AZ C     -   248,730.      132,470.      MT  (+/- 180 meters Scaled)
 DV0795
 DV0795                          SUPERSEDED SURVEY CONTROL
 DV0795
 DV0795  NGVD 29 (??/??/92)  232.677  (m)          763.37   (f) ADJ UNCH    1 2
 DV0795
 DV0795.Superseded values are not recommended for survey control.
 DV0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0795.See file dsdata.txt to determine how the superseded data were derived.
 DV0795
 DV0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB337793(NAD 83)
 DV0795_MARKER: DB = BENCH MARK DISK
 DV0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0795_SP_SET: CULVERT
 DV0795_STAMPING: W 360 1967
 DV0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0795
 DV0795  HISTORY     - Date     Condition        Report By
 DV0795  HISTORY     - 1967     MONUMENTED       CGS
 DV0795  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0795  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0795
 DV0795                          STATION DESCRIPTION
 DV0795
 DV0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0795'6.8 MI SW FROM ARLINGTON.
 DV0795'6.8 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0795'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0795'20, T 2 S, R 5 W, AT A SLIGHT CURVE IN THE HIGHWAY AND BETWEEN THE TOE
 DV0795'OF TWO HILLS, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 DV0795'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF
 DV0795'A CONCRETE CULVERT, 58 YARDS NORTHWEST OF THE EXTENDED CENTER LINE OF
 DV0795'A TRAIL ROAD WHICH LEADS NORTHEAST, AND ABOUT 1 FOOT BELOW THE LEVEL
 DV0795'OF THE HIGHWAY.
 DV0795
 DV0795                          STATION RECOVERY (1981)
 DV0795
 DV0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0795'THE HEADWALL HAS BEEN BUILT UP, THE MARK IS LOST.
 DV0795
 DV0795                          STATION RECOVERY (2007)
 DV0795
 DV0795'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0795'NOT RECOVERED AS PER PREVIOUS NOTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0792 ***********************************************************************
 DV0792  DESIGNATION -  W 361
 DV0792  PID         -  DV0792
 DV0792  STATE/COUNTY-  AZ/MARICOPA
 DV0792  USGS QUAD   -  ARLINGTON (1984)
 DV0792
 DV0792                         *CURRENT SURVEY CONTROL
 DV0792  ___________________________________________________________________
 DV0792* NAD 83(1986)-  33 16 11.     (N)    112 47 54.     (W)     SCALED    
 DV0792* NAVD 88     -       237.222  (meters)     778.29   (feet)  ADJUSTED  
 DV0792  ___________________________________________________________________
 DV0792  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DV0792  DYNAMIC HT  -         236.949 (meters)     777.39  (feet)  COMP
 DV0792  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 DV0792
 DV0792  VERT ORDER  -  FIRST     CLASS II
 DV0792
 DV0792.The horizontal coordinates were scaled from a topographic map and have
 DV0792.an estimated accuracy of +/- 6 seconds.
 DV0792
 DV0792.The orthometric height was determined by differential leveling
 DV0792.and adjusted in June 1991.
 DV0792
 DV0792.The geoid height was determined by GEOID03.
 DV0792
 DV0792.The dynamic height is computed by dividing the NAVD 88
 DV0792.geopotential number by the normal gravity value computed on the
 DV0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0792.degrees latitude (g = 980.6199 gals.).
 DV0792
 DV0792.The modeled gravity was interpolated from observed gravity values.
 DV0792
 DV0792;                    North         East    Units  Estimated Accuracy
 DV0792;SPC AZ C     -   252,010.      131,220.      MT  (+/- 180 meters Scaled)
 DV0792
 DV0792                          SUPERSEDED SURVEY CONTROL
 DV0792
 DV0792  NGVD 29 (??/??/92)  236.599  (m)          776.24   (f) ADJ UNCH    1 2
 DV0792
 DV0792.Superseded values are not recommended for survey control.
 DV0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0792.See file dsdata.txt to determine how the superseded data were derived.
 DV0792
 DV0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB325826(NAD 83)
 DV0792_MARKER: DB = BENCH MARK DISK
 DV0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0792_STAMPING: W 361 1967
 DV0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0792+STABILITY: SURFACE MOTION
 DV0792
 DV0792  HISTORY     - Date     Condition        Report By
 DV0792  HISTORY     - 1967     MONUMENTED       CGS
 DV0792  HISTORY     - 1981     GOOD             NGS
 DV0792  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV0792  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 DV0792  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DV0792
 DV0792                          STATION DESCRIPTION
 DV0792
 DV0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0792'4.6 MI SW FROM ARLINGTON.
 DV0792'4.6 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0792'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION 7,
 DV0792'T 2 S, R 5 W, AT THE U. S. GEOLOGICAL SURVEY STREAM FLOW MEASURING
 DV0792'STATION, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 34.5 FEET
 DV0792'SOUTH OF THE SOUTH WALL OF A 4- BY 4-FOOT CINDER BLOCK BUILDING, 2 1/2
 DV0792'FEET EAST OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 DV0792'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 DV0792'CONCRETE POST PROJECTING 6 INCHES.
 DV0792
 DV0792                          STATION RECOVERY (1981)
 DV0792
 DV0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0792'RECOVERED IN GOOD CONDITION.
 DV0792
 DV0792                          STATION RECOVERY (2006)
 DV0792
 DV0792'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0792'MARK NOT FOUND.  AREA REGRADED.
 DV0792
 DV0792                          STATION RECOVERY (2006)
 DV0792
 DV0792'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0792'MARK NOT FOUND.  AREA REGRADED.
 DV0792
 DV0792                          STATION RECOVERY (2007)
 DV0792
 DV0792'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0792'THE CINDER BLOCK BUILDING HAS BEEN REMOVED. MOST OF THE AREA HAS BEEN
 DV0792'GRADED AND HARROWED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0719 ***********************************************************************
 DV0719  DESIGNATION -  W 362
 DV0719  PID         -  DV0719
 DV0719  STATE/COUNTY-  AZ/MARICOPA
 DV0719  USGS QUAD   -  VALENCIA (1982)
 DV0719
 DV0719                         *CURRENT SURVEY CONTROL
 DV0719  ___________________________________________________________________
 DV0719* NAD 83(1986)-  33 26 40.     (N)    112 37 12.     (W)     SCALED    
 DV0719* NAVD 88     -       360.718  (meters)    1183.46   (feet)  ADJUSTED  
 DV0719  ___________________________________________________________________
 DV0719  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DV0719  DYNAMIC HT  -         360.304 (meters)    1182.10  (feet)  COMP
 DV0719  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 DV0719
 DV0719  VERT ORDER  -  FIRST     CLASS II
 DV0719
 DV0719.The horizontal coordinates were scaled from a topographic map and have
 DV0719.an estimated accuracy of +/- 6 seconds.
 DV0719
 DV0719.The orthometric height was determined by differential leveling
 DV0719.and adjusted in June 1991.
 DV0719
 DV0719.The geoid height was determined by GEOID03.
 DV0719
 DV0719.The dynamic height is computed by dividing the NAVD 88
 DV0719.geopotential number by the normal gravity value computed on the
 DV0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0719.degrees latitude (g = 980.6199 gals.).
 DV0719
 DV0719.The modeled gravity was interpolated from observed gravity values.
 DV0719
 DV0719;                    North         East    Units  Estimated Accuracy
 DV0719;SPC AZ C     -   271,260.      147,970.      MT  (+/- 180 meters Scaled)
 DV0719
 DV0719                          SUPERSEDED SURVEY CONTROL
 DV0719
 DV0719  NGVD 29 (??/??/92)  360.069  (m)         1181.33   (f) ADJ UNCH    1 2
 DV0719
 DV0719.Superseded values are not recommended for survey control.
 DV0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0719.See file dsdata.txt to determine how the superseded data were derived.
 DV0719
 DV0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC494017(NAD 83)
 DV0719_MARKER: DB = BENCH MARK DISK
 DV0719_SETTING: 66 = SET IN ROCK OUTCROP
 DV0719_SP_SET: QUARTZ LEDGE
 DV0719_STAMPING: W 362 1967
 DV0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0719+STABILITY: POSITION/ELEVATION WELL
 DV0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0719+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 DV0719
 DV0719  HISTORY     - Date     Condition        Report By
 DV0719  HISTORY     - 1967     MONUMENTED       CGS
 DV0719  HISTORY     - 1981     GOOD             NGS
 DV0719  HISTORY     - 20010420 GOOD             MCDOT
 DV0719  HISTORY     - 20051212 GOOD             GEOCAC
 DV0719
 DV0719                          STATION DESCRIPTION
 DV0719
 DV0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0719'6.25 MI NW FROM BUCKEYE.
 DV0719'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0719'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 1.9 MILES
 DV0719'NORTHWEST ALONG YUMA ROAD, THENCE 0.25 MILE SOUTH, CROSS-COUNTRY, IN S
 DV0719'12, T 1 N, R 4 W, AT A ROCK OUTCROP WHICH PROJECTS 7 FEET ABOVE THE
 DV0719'LEVEL OF THE GROUND AND IS LOCATED AT THE NORTH BASE OF A SMALL SHARP
 DV0719'POINTED ROCKY HILL, SET IN THE TOP OF A QUARTZ LEDGE ON THE EAST SIDE
 DV0719'OF THE OUTCROP AND ABOUT 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 DV0719
 DV0719                          STATION RECOVERY (1981)
 DV0719
 DV0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0719'RECOVERED IN GOOD CONDITION.
 DV0719
 DV0719                          STATION RECOVERY (2001)
 DV0719
 DV0719'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0719'FROM INTERSECTION OF WB I-10 EXIT RAMP 114 + MILLER RD GO .05 MILE N
 DV0719'TO TONAPAH HWY (DIRT RD) THENCE 2.1 MILES W TO A PT PARK VEHICLE
 DV0719'THENCE .2 MILES S CROSS - COUNTRY TO BASE OFA ROCK OUTCROP
 DV0719'USC+G BC SET IN ROCK OUTCROP
 DV0719' 
 DV0719' 
 DV0719' 
 DV0719' 
 DV0719' 
 DV0719
 DV0719                          STATION RECOVERY (2005)
 DV0719
 DV0719'RECOVERY NOTE BY GEOCACHING 2005 (ACM)
 DV0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1051 ***********************************************************************
 CZ1051  DESIGNATION -  W 363
 CZ1051  PID         -  CZ1051
 CZ1051  STATE/COUNTY-  AZ/PINAL
 CZ1051  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1051
 CZ1051                         *CURRENT SURVEY CONTROL
 CZ1051  ___________________________________________________________________
 CZ1051* NAD 83(1986)-  32 43 59.     (N)    111 31 29.     (W)     SCALED    
 CZ1051* NAVD 88     -       481.003  (meters)    1578.09   (feet)  ADJUSTED  
 CZ1051  ___________________________________________________________________
 CZ1051  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CZ1051  DYNAMIC HT  -         480.392 (meters)    1576.09  (feet)  COMP
 CZ1051  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 CZ1051  OBS GRAVITY -     979,353.3   (mgal)                       GRAV_OBS
 CZ1051
 CZ1051  VERT ORDER  -  FIRST     CLASS II
 CZ1051
 CZ1051.The horizontal coordinates were scaled from a topographic map and have
 CZ1051.an estimated accuracy of +/- 6 seconds.
 CZ1051
 CZ1051.The orthometric height was determined by differential leveling
 CZ1051.and adjusted in November 1993.
 CZ1051
 CZ1051.The geoid height was determined by GEOID03.
 CZ1051
 CZ1051.The dynamic height is computed by dividing the NAVD 88
 CZ1051.geopotential number by the normal gravity value computed on the
 CZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1051.degrees latitude (g = 980.6199 gals.).
 CZ1051
 CZ1051.The modeled gravity was interpolated from observed gravity values.
 CZ1051.The observed gravity was obtained from relative gravimeter ties
 CZ1051.to the IGSN71 gravity network.
 CZ1051
 CZ1051;                    North         East    Units  Estimated Accuracy
 CZ1051;SPC AZ C     -   192,220.      250,100.      MT  (+/- 180 meters Scaled)
 CZ1051
 CZ1051                          SUPERSEDED SURVEY CONTROL
 CZ1051
 CZ1051  NAVD 88 (06/15/91)  481.268  (m)         1578.96   (f) UNKNOWN     1 2
 CZ1051
 CZ1051.Superseded values are not recommended for survey control.
 CZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1051.See file dsdata.txt to determine how the superseded data were derived.
 CZ1051
 CZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB508218(NAD 83)
 CZ1051_MARKER: DB = BENCH MARK DISK
 CZ1051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1051_SP_SET: COPPER-CLAD STEEL ROD
 CZ1051_STAMPING: W 363 1967
 CZ1051_MARK LOGO: CGS   
 CZ1051_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ1051_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1051+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1051_ROD/PIPE-DEPTH: 6.4  meters
 CZ1051
 CZ1051  HISTORY     - Date     Condition        Report By
 CZ1051  HISTORY     - 1967     MONUMENTED       CGS
 CZ1051  HISTORY     - 1980     GOOD             NGS
 CZ1051  HISTORY     - 1980     GOOD             NGS
 CZ1051  HISTORY     - 1984     GOOD             NGS
 CZ1051  HISTORY     - 19911205 GOOD             NGS
 CZ1051  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1051
 CZ1051                          STATION DESCRIPTION
 CZ1051
 CZ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1051'2.0 MI NW FROM PICACHO.
 CZ1051'ABOUT 2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1051'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 2.3 MILES SOUTHEAST
 CZ1051'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT ELOY, IN S 16,
 CZ1051'T 8 S, R 8 E, 16 POLES NORTHWEST OF MILEPOST 936, 13 POLES SOUTHEAST
 CZ1051'OF MILEPOST 935, 51 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 CZ1051'46 FEET SOUTHWEST OF A FENCE, 5 FEET NORTHEAST OF A TELEGRAPH POLE,
 CZ1051'1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 CZ1051'LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CZ1051'THAT IS DRIVEN TO A DEPTH OF 21 FEET AND IS ENCASED IN A 5-INCH IRON
 CZ1051'PIPE PROJECTING 2 INCHES.
 CZ1051
 CZ1051                          STATION RECOVERY (1980)
 CZ1051
 CZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1051'THE MARK IS 1.3 M BELOW THE TRACKS.
 CZ1051'26.7 KILOMETERS (16.6 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1051'RAILROAD FROM THE STATION AT CASA GRANDE, 0.7 KILOMETER (0.45 MILE)
 CZ1051'SOUTHEAST OF RAILROAD MILE POST 935, 15.5 METERS (51 FEET) NORTHEAST
 CZ1051'OF THE NORTHEAST RAIL, 52 METERS (170 FEET) NORTHWEST OF THE SECOND
 CZ1051'POWER POLE SOUTHEAST OF THE Y-JUNCTION POLE FOR TWO POWER LINES AND
 CZ1051'14.0 METERS (46 FEET) SOUTHWEST OF A CYCLONE FENCE.
 CZ1051'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CZ1051
 CZ1051                          STATION RECOVERY (1980)
 CZ1051
 CZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1051'THE MARK IS 1.3 M BELOW THE TRACKS.
 CZ1051'26.7 KILOMETERS (16.6 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1051'RAILROAD FROM THE STATION AT CASA GRANDE, 0.7 KILOMETER (0.45 MILE)
 CZ1051'SOUTHEAST OF RAILROAD MILE POST 935, 15.5 METERS (51 FEET) NORTHEAST
 CZ1051'OF THE NORTHEAST RAIL, 52 METERS (170 FEET) NORTHWEST OF THE SECOND
 CZ1051'POWER POLE SOUTHEAST OF THE Y-JUNCTION POLE FOR TWO POWER LINES AND
 CZ1051'14.0 METERS (46 FEET) SOUTHWEST OF A CYCLONE FENCE.
 CZ1051'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CZ1051
 CZ1051                          STATION RECOVERY (1984)
 CZ1051
 CZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1051'RECOVERED IN GOOD CONDITION.
 CZ1051
 CZ1051                          STATION RECOVERY (1991)
 CZ1051
 CZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1051'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1051'ELOY, THENCE 3.5 KM (2.15 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ1051'PACIFIC RAILROAD, 155.0 M (508.5 FT) SOUTHEAST OF A Y-JUNCTION
 CZ1051'UTILITY POLE, 51.5 M (169.0 FT) WEST-NORTHWEST OF A UTILITY POLE,
 CZ1051'15.8 M (51.8 FT) NORTHEAST OF THE NEAR RAIL, 13.6 M (44.6 FT)
 CZ1051'SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 CZ1051'LEVEL OF THE TRACK, AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST.
 CZ1051'NOTE--THE DISK IS ENCASED IN A 5-INCH IRON PIPE AND IS FLUSH WITH THE
 CZ1051'GROUND SURFACE.
 CZ1051
 CZ1051                          STATION RECOVERY (2007)
 CZ1051
 CZ1051'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0693 ***********************************************************************
 DU0693  DESIGNATION -  W 364 RESET
 DU0693  PID         -  DU0693
 DU0693  STATE/COUNTY-  AZ/MARICOPA
 DU0693  USGS QUAD   -  HIGLEY (1981)
 DU0693
 DU0693                         *CURRENT SURVEY CONTROL
 DU0693  ___________________________________________________________________
 DU0693* NAD 83(1986)-  33 19 15.     (N)    111 38 07.     (W)     SCALED    
 DU0693* NAVD 88     -       423.581  (meters)    1389.70   (feet)  ADJUSTED  
 DU0693  ___________________________________________________________________
 DU0693  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU0693  DYNAMIC HT  -         423.071 (meters)    1388.03  (feet)  COMP
 DU0693  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 DU0693  OBS GRAVITY -     979,421.7   (mgal)                       GRAV_OBS
 DU0693
 DU0693  VERT ORDER  -  FIRST     CLASS II
 DU0693
 DU0693.The horizontal coordinates were scaled from a topographic map and have
 DU0693.an estimated accuracy of +/- 6 seconds.
 DU0693
 DU0693.The orthometric height was determined by differential leveling
 DU0693.and adjusted in November 1993.
 DU0693
 DU0693.The geoid height was determined by GEOID03.
 DU0693
 DU0693.The dynamic height is computed by dividing the NAVD 88
 DU0693.geopotential number by the normal gravity value computed on the
 DU0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0693.degrees latitude (g = 980.6199 gals.).
 DU0693
 DU0693.The modeled gravity was interpolated from observed gravity values.
 DU0693.The observed gravity was obtained from relative gravimeter ties
 DU0693.to the IGSN71 gravity network.
 DU0693
 DU0693;                    North         East    Units  Estimated Accuracy
 DU0693;SPC AZ C     -   257,370.      239,560.      MT  (+/- 180 meters Scaled)
 DU0693
 DU0693                          SUPERSEDED SURVEY CONTROL
 DU0693
 DU0693  NGVD 29 (??/??/??)  423.42   (m)         1389.2    (f) RESET       3  
 DU0693
 DU0693.Superseded values are not recommended for survey control.
 DU0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0693.See file dsdata.txt to determine how the superseded data were derived.
 DU0693
 DU0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB408870(NAD 83)
 DU0693_MARKER: DB = BENCH MARK DISK
 DU0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0693_SP_SET: CONCRETE POST
 DU0693_STAMPING: W 364 RESET 1967
 DU0693_MARK LOGO: CGS   
 DU0693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0693+STABILITY: SURFACE MOTION
 DU0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU0693+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1992
 DU0693
 DU0693  HISTORY     - Date     Condition        Report By
 DU0693  HISTORY     - 1967     MONUMENTED       USDA
 DU0693  HISTORY     - 1979     GOOD             LOCSUR
 DU0693  HISTORY     - 19920111 GOOD             NGS
 DU0693  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU0693
 DU0693                          STATION DESCRIPTION
 DU0693
 DU0693'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1967
 DU0693'4.0 MI N FROM QUEEN CREEK.
 DU0693'ABOUT 4 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK SCHOOL
 DU0693'AT QUEEN CREEK, ABOUT 50 FEET EAST AND 105 FEET NORTH OF SECTION
 DU0693'CORNER COMMON TO SECTIONS 21, 22, 27 AND 28, T 1 S R 7 E G AND SR B
 DU0693'AND M, ON THE OUTSIDE AND NEAR THE SOUTHWEST CORNER OF PROPERTY LINE
 DU0693'FENCE OF GENERAL MOTORS PROVING GROUND, IN THE NORTHEAST ANGLE OF THE
 DU0693'INTERSECTION FORMED BY ELLSWORTH AVENUE AND POWER LINE FLOODWAY,
 DU0693'LOCATED JUST NORTH OF A CONCRETE FLOOD WAY PRESENTLY UNDER
 DU0693'CONSTRUCTION, 50 FEET EAST OF THE CENTER LINE OF ELLSWORTH AVENUE, 1.5
 DU0693'FEET WEST OF THE FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST.
 DU0693
 DU0693                          STATION RECOVERY (1979)
 DU0693
 DU0693'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0693'RECOVERED IN GOOD CONDITION.
 DU0693
 DU0693                          STATION RECOVERY (1992)
 DU0693
 DU0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0693'8.2 KM (5.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0693'IN QUEEN CREEK, 14.8 M (48.6 FT) EAST OF AND LEVEL WITH THE ROAD
 DU0693'CENTERLINE, 13.9 M (45.6 FT) SOUTH OF A T-FENCE CORNER, 13.0 M (42.7
 DU0693'FT) NORTH OF THE NORTH BANK OF A CANAL, 0.5 M (1.6 FT) SOUTH OF A
 DU0693'WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A FENCE.
 DU0693
 DU0693                          STATION RECOVERY (2006)
 DU0693
 DU0693'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0693'CONSTRUCTION ON ELLSWORTH ROAD HAS OCCURRED IN THIS AREA AND THE
 DU0693'GROUND HAS BEEN GRADED. NO WITNESS POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1102 ***********************************************************************
 DU1102  DESIGNATION -  W 365
 DU1102  PID         -  DU1102
 DU1102  STATE/COUNTY-  AZ/MARICOPA
 DU1102  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1102
 DU1102                         *CURRENT SURVEY CONTROL
 DU1102  ___________________________________________________________________
 DU1102* NAD 83(1986)-  33 31 26.     (N)    111 58 56.     (W)     SCALED    
 DU1102* NAVD 88     -       398.581  (meters)    1307.68   (feet)  ADJUSTED  
 DU1102  ___________________________________________________________________
 DU1102  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU1102  DYNAMIC HT  -         398.117 (meters)    1306.16  (feet)  COMP
 DU1102  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 DU1102
 DU1102  VERT ORDER  -  FIRST     CLASS II
 DU1102
 DU1102.The horizontal coordinates were scaled from a topographic map and have
 DU1102.an estimated accuracy of +/- 6 seconds.
 DU1102
 DU1102.The orthometric height was determined by differential leveling
 DU1102.and adjusted in June 1991.
 DU1102
 DU1102.The geoid height was determined by GEOID03.
 DU1102
 DU1102.The dynamic height is computed by dividing the NAVD 88
 DU1102.geopotential number by the normal gravity value computed on the
 DU1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1102.degrees latitude (g = 980.6199 gals.).
 DU1102
 DU1102.The modeled gravity was interpolated from observed gravity values.
 DU1102
 DU1102;                    North         East    Units  Estimated Accuracy
 DU1102;SPC AZ C     -   279,850.      207,270.      MT  (+/- 180 meters Scaled)
 DU1102
 DU1102                          SUPERSEDED SURVEY CONTROL
 DU1102
 DU1102  NGVD 29 (??/??/92)  397.994  (m)         1305.75   (f) ADJ UNCH    1 2
 DU1102
 DU1102.Superseded values are not recommended for survey control.
 DU1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1102.See file dsdata.txt to determine how the superseded data were derived.
 DU1102
 DU1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC087098(NAD 83)
 DU1102_MARKER: DB = BENCH MARK DISK
 DU1102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1102_SP_SET: CULVERT
 DU1102_STAMPING: W 365 1967
 DU1102_MARK LOGO: NGS   
 DU1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1102+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU1102
 DU1102  HISTORY     - Date     Condition        Report By
 DU1102  HISTORY     - 1967     MONUMENTED       CGS
 DU1102  HISTORY     - 1981     GOOD             NGS
 DU1102  HISTORY     - 1982     GOOD             AZDT
 DU1102  HISTORY     - 19980321 GOOD             USPSQD
 DU1102  HISTORY     - 20060827 GOOD             GEOCAC
 DU1102  HISTORY     - 20080501 GOOD             GEOCAC
 DU1102
 DU1102                          STATION DESCRIPTION
 DU1102
 DU1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1102'5.7 MI NW FROM SCOTTSDALE.
 DU1102'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1102'AT SCOTTSDALE, THENCE 3.2 MILES WEST ALONG MACDONALD DRIVE, OR ABOUT
 DU1102'0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT SUNNYSLOPE,
 DU1102'THENCE 4.3 MILES SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE
 DU1102'SOUTHWEST SIDE OF THE ARIZONA CANAL, THENCE 1.35 MILES EAST ALONG
 DU1102'STANFORD DRIVE, THENCE 0.5 MILE NORTH ALONG NORTH 44TH STREET, THENCE
 DU1102'0.25 MILE EAST ALONG MACDONALD DRIVE, 98 YARDS EAST OF THE JUNCTION OF
 DU1102'MACDONALD DRIVE AND NORTH 45TH STREET, 38 1/2 FEET NORTH OF THE CENTER
 DU1102'LINE OF MACDONALD DRIVE, SET IN THE CENTER OF THE TOP OF THE NORTH
 DU1102'CONCRETE HEAD WALL OF A THREE CHANNEL CONCRETE BOX CULVERT UNDER
 DU1102'MACDONALD DRIVE, AND ABOUT LEVEL WITH MACDONALD DRIVE.
 DU1102
 DU1102                          STATION RECOVERY (1981)
 DU1102
 DU1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1102'1.3 KM (0.85 MI) SOUTH ALONG HAYDEN ROAD FROM THE CROSSING OF THE
 DU1102'ARIZONA CANAL AT SCOTTSDALE, 10.2 KM (6.4 MI) EAST OF SUNNYSLOPE,
 DU1102'IN THE TOP CENTER OF THE NORTH HEADWALL OF A 3 CHANNEL BRIDGE, 0.2 KM
 DU1102'(0.1 MI) EAST OF THE T JUNCTION OF 45TH STREET, 11.9 METERS (39 FT)
 DU1102'NORTH OF THE CENTERLINE OF THE DRIVE.
 DU1102'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 DU1102
 DU1102                          STATION RECOVERY (1982)
 DU1102
 DU1102'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982
 DU1102'RECOVERED IN GOOD CONDITION.
 DU1102
 DU1102                          STATION RECOVERY (1998)
 DU1102
 DU1102'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1102'RECOVERED IN GOOD CONDITION.
 DU1102
 DU1102                          STATION RECOVERY (2006)
 DU1102
 DU1102'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1102'RECOVERED IN GOOD CONDITION.
 DU1102
 DU1102                          STATION RECOVERY (2008)
 DU1102
 DU1102'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU1102' 
 DU1102' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0046 ***********************************************************************
 DV0046  DESIGNATION -  W 366
 DV0046  PID         -  DV0046
 DV0046  STATE/COUNTY-  AZ/MARICOPA
 DV0046  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0046
 DV0046                         *CURRENT SURVEY CONTROL
 DV0046  ___________________________________________________________________
 DV0046* NAD 83(1986)-  33 37 30.     (N)    112 09 05.     (W)     SCALED    
 DV0046* NAVD 88     -       389.22   (+/-2cm)    1277.0    (feet)  VERTCON   
 DV0046  ___________________________________________________________________
 DV0046  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0046  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0046
 DV0046.The horizontal coordinates were scaled from a topographic map and have
 DV0046.an estimated accuracy of +/- 6 seconds.
 DV0046
 DV0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0046.The vertical order pertains to the NGVD 29 superseded value.
 DV0046
 DV0046.The geoid height was determined by GEOID03.
 DV0046
 DV0046;                    North         East    Units  Estimated Accuracy
 DV0046;SPC AZ C     -   291,090.      191,580.      MT  (+/- 180 meters Scaled)
 DV0046
 DV0046                          SUPERSEDED SURVEY CONTROL
 DV0046
 DV0046  NGVD 29 (??/??/92)  388.670  (m)         1275.16   (f) ADJ UNCH    1 2
 DV0046
 DV0046.Superseded values are not recommended for survey control.
 DV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0046.See file dsdata.txt to determine how the superseded data were derived.
 DV0046
 DV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC932211(NAD 83)
 DV0046_MARKER: DB = BENCH MARK DISK
 DV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0046_STAMPING: W 366 1967
 DV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0046+STABILITY: SURFACE MOTION
 DV0046
 DV0046  HISTORY     - Date     Condition        Report By
 DV0046  HISTORY     - 1967     MONUMENTED       CGS
 DV0046  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0046  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV0046  HISTORY     - 20070727 MARK NOT FOUND   GEOCAC
 DV0046
 DV0046                          STATION DESCRIPTION
 DV0046
 DV0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0046'7.8 MI NE FROM GLENDALE.
 DV0046'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0046'GLENDALE, THENCE 6.0 MILES NORTH ALONG NORTH 43RD AVENUE, IN SECTION
 DV0046'4, T 3 N, R 2 E, 55 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 DV0046'INTERSECTION OF NORTH 43RD AVENUE AND WEST GREENWAY ROAD, 46 FEET WEST
 DV0046'OF THE CENTER LINE OF NORTH 43RD AVENUE, 30 FEET SOUTH OF THE CENTER
 DV0046'LINE OF WEST GREENWAY ROAD, 76 FEET WEST AND ACROSS THE AVENUE FROM
 DV0046'POWER POLE NUMBER 9B-1, 13 FEET WEST OF A FENCE CORNER POST, 14 FEET
 DV0046'NORTHEAST OF A 14-INCH TREE, 1 FOOT NORTH OF A FENCE, 1.8 FEET EAST OF
 DV0046'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS, AND
 DV0046'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 DV0046
 DV0046                          STATION RECOVERY (1981)
 DV0046
 DV0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0046'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DV0046
 DV0046                          STATION RECOVERY (2004)
 DV0046
 DV0046'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV0046'NOT FOUND.
 DV0046
 DV0046                          STATION RECOVERY (2007)
 DV0046
 DV0046'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0046'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0046'MARK. THE ROADS HAVE BEEN WIDENED, AND 30 FEET SOUTH OF THE CENTERLINE
 DV0046'IS NOW IN THE CURB LANE OF GREENWAY ROAD. APPARENTLY DESTROYED BY
 DV0046'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0952 ***********************************************************************
 CZ0952  DESIGNATION -  W 37
 CZ0952  PID         -  CZ0952
 CZ0952  STATE/COUNTY-  AZ/PIMA
 CZ0952  USGS QUAD   -  KO VAYA (1979)
 CZ0952
 CZ0952                         *CURRENT SURVEY CONTROL
 CZ0952  ___________________________________________________________________
 CZ0952* NAD 83(1986)-  32 03 13.     (N)    111 56 46.     (W)     SCALED    
 CZ0952* NAVD 88     -       755.06   (+/-2cm)    2477.2    (feet)  VERTCON   
 CZ0952  ___________________________________________________________________
 CZ0952  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 CZ0952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0952
 CZ0952.The horizontal coordinates were scaled from a topographic map and have
 CZ0952.an estimated accuracy of +/- 6 seconds.
 CZ0952
 CZ0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0952.The vertical order pertains to the NGVD 29 superseded value.
 CZ0952
 CZ0952.The geoid height was determined by GEOID03.
 CZ0952
 CZ0952;                    North         East    Units  Estimated Accuracy
 CZ0952;SPC AZ C     -   116,810.      210,580.      MT  (+/- 180 meters Scaled)
 CZ0952
 CZ0952                          SUPERSEDED SURVEY CONTROL
 CZ0952
 CZ0952  NGVD 29 (??/??/92)  754.358  (m)         2474.92   (f) ADJ UNCH    2 0
 CZ0952
 CZ0952.Superseded values are not recommended for survey control.
 CZ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0952.See file dsdata.txt to determine how the superseded data were derived.
 CZ0952
 CZ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA106467(NAD 83)
 CZ0952_MARKER: DB = BENCH MARK DISK
 CZ0952_SETTING: 80 = SET IN A BOULDER
 CZ0952_SP_SET: BOULDER
 CZ0952_STAMPING: 2475.057 W 37 1933
 CZ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0952+STABILITY: SURFACE MOTION
 CZ0952
 CZ0952  HISTORY     - Date     Condition        Report By
 CZ0952  HISTORY     - 1933     MONUMENTED       CGS
 CZ0952  HISTORY     - 1958     GOOD             NGS
 CZ0952  HISTORY     - 1974     GOOD             USGS
 CZ0952
 CZ0952                          STATION DESCRIPTION
 CZ0952
 CZ0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CZ0952'10.7 MI NW FROM SELLS.
 CZ0952'10.7 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CZ0952'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, ON THE EAST SIDE OF
 CZ0952'A SADDLE EAST OF THE CASABI TRADING STATION, 96 FEET NORTH OF THE
 CZ0952'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A 10-FOOT SQUARE ANDESITE
 CZ0952'BOULDER, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 CZ0952'2475.057 W 37 1933.
 CZ0952
 CZ0952                          STATION RECOVERY (1974)
 CZ0952
 CZ0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0952'NEW DESCRIPTION - NOLIA, 0.8 MI NE. OF, THENCE 0.5 MI NORTH ALONG OLD
 CZ0952'STATE HWY. 86. ON SE. SIDE OF SADDLE. 96 FT NE. OF CENTERLINE OF OLD
 CZ0952'HWY. IN TOP OF 10-FT SQ. BOULDER. STD. DISK STAMPED W 37 1933
 CZ0952'2475.057.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0768 ***********************************************************************
 CZ0768  DESIGNATION -  W 38
 CZ0768  PID         -  CZ0768
 CZ0768  STATE/COUNTY-  AZ/PIMA
 CZ0768  USGS QUAD   -  SAN PEDRO (1992)
 CZ0768
 CZ0768                         *CURRENT SURVEY CONTROL
 CZ0768  ___________________________________________________________________
 CZ0768* NAD 83(1986)-  32 03 40.     (N)    111 23 20.     (W)     SCALED    
 CZ0768* NAVD 88     -       806.42   (+/-2cm)    2645.7    (feet)  VERTCON   
 CZ0768  ___________________________________________________________________
 CZ0768  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0768
 CZ0768.The horizontal coordinates were scaled from a topographic map and have
 CZ0768.an estimated accuracy of +/- 6 seconds.
 CZ0768
 CZ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0768.The vertical order pertains to the NGVD 29 superseded value.
 CZ0768
 CZ0768.The geoid height was determined by GEOID03.
 CZ0768
 CZ0768;                    North         East    Units  Estimated Accuracy
 CZ0768;SPC AZ C     -   117,770.      263,190.      MT  (+/- 180 meters Scaled)
 CZ0768
 CZ0768                          SUPERSEDED SURVEY CONTROL
 CZ0768
 CZ0768  NGVD 29 (??/??/92)  805.722  (m)         2643.44   (f) ADJ UNCH    2 0
 CZ0768
 CZ0768.Superseded values are not recommended for survey control.
 CZ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0768.See file dsdata.txt to determine how the superseded data were derived.
 CZ0768
 CZ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA632472(NAD 83)
 CZ0768_MARKER: DB = BENCH MARK DISK
 CZ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0768_STAMPING: W 38 1933 2643.712
 CZ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0768+STABILITY: SURFACE MOTION
 CZ0768
 CZ0768  HISTORY     - Date     Condition        Report By
 CZ0768  HISTORY     - 1933     MONUMENTED       CGS
 CZ0768  HISTORY     - 1951     GOOD             NGS
 CZ0768  HISTORY     - 1975     GOOD             USGS
 CZ0768  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 CZ0768  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 CZ0768
 CZ0768                          STATION DESCRIPTION
 CZ0768
 CZ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0768'26.9 MI SW FROM TUCSON.
 CZ0768'26.9 MILES SOUTHWEST OF U. S. VERTERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0768'HIGHWAY 86, IN LINE WITH A LINE OF TELEPHONE POLES, ABOUT 205 YARDS
 CZ0768'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT, 232 FEET
 CZ0768'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 207 FEET SOUTH OF THE SOUTH
 CZ0768'END OF A 24 INCH CORRUGATED METAL PIPE CULVERT, 60 FEET SOUTH OF THE
 CZ0768'CENTER LINE OF THE OLD ROAD, 38.4 FEET WEST OF A TELEPHONE POLE, 2.3
 CZ0768'FEET EAST OF A WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE ROAD, AND
 CZ0768'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CZ0768'GROUND.
 CZ0768
 CZ0768                          STATION RECOVERY (1975)
 CZ0768
 CZ0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0768'TUCSON, 26.9 MI SW. OF ALONG STATE HWY. 86 FROM V.A. HOSPITAL, OR 4.9
 CZ0768'MI W. OF THREE POINTS. 0.2 MI W. OF MILEPOST 146. 0.1 MI W. OF
 CZ0768'CONCRETE BRIDGE OVER WASH. 232 FT S. OF CENTERLINE OF HWY., 60 FT S.
 CZ0768'OF CENTERLINE OF OLD RD. ON FILL, 2.3 FT E. OF WITNESS POST AND UNDER
 CZ0768'SINGLE POLE POWERLINE. SET IN TOP OF CONCRETE POST PROJECTING 0.5 FT.
 CZ0768'NGS DISK STAMPED W 38 2643.712 1933.
 CZ0768
 CZ0768                          STATION RECOVERY (1995)
 CZ0768
 CZ0768'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0768'MARK NOT FOUND.
 CZ0768
 CZ0768                          STATION RECOVERY (1997)
 CZ0768
 CZ0768'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0295 ***********************************************************************
 FR0295  DESIGNATION -  W 385
 FR0295  PID         -  FR0295
 FR0295  STATE/COUNTY-  AZ/COCONINO
 FR0295  USGS QUAD   -  TRINITY MTN (1981)
 FR0295
 FR0295                         *CURRENT SURVEY CONTROL
 FR0295  ___________________________________________________________________
 FR0295* NAD 83(1986)-  35 27 27.     (N)    112 50 29.     (W)     SCALED    
 FR0295* NAVD 88     -      1746.354  (meters)    5729.50   (feet)  POSTED    
 FR0295  ___________________________________________________________________
 FR0295  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 FR0295  DYNAMIC HT  -        1743.930 (meters)    5721.54  (feet)  COMP
 FR0295  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 FR0295
 FR0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0295
 FR0295.The horizontal coordinates were scaled from a topographic map and have
 FR0295.an estimated accuracy of +/- 6 seconds.
 FR0295
 FR0295.The orthometric height was determined by differential leveling
 FR0295.and adjusted by the  in 1992.
 FR0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0295.rate of 0.0 thru 1.0 mm/km.
 FR0295
 FR0295.The geoid height was determined by GEOID03.
 FR0295
 FR0295.The dynamic height is computed by dividing the NAVD 88
 FR0295.geopotential number by the normal gravity value computed on the
 FR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0295.degrees latitude (g = 980.6199 gals.).
 FR0295
 FR0295.The modeled gravity was interpolated from observed gravity values.
 FR0295
 FR0295;                    North         East    Units  Estimated Accuracy
 FR0295;SPC AZ C     -   494,720.      129,420.      MT  (+/- 180 meters Scaled)
 FR0295
 FR0295                          SUPERSEDED SURVEY CONTROL
 FR0295
 FR0295  NGVD 29 (??/??/92) 1745.345  (m)         5726.19   (f) ADJ UNCH    2 0
 FR0295
 FR0295.Superseded values are not recommended for survey control.
 FR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0295.See file dsdata.txt to determine how the superseded data were derived.
 FR0295
 FR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE329253(NAD 83)
 FR0295_MARKER: DB = BENCH MARK DISK
 FR0295_SETTING: 80 = SET IN A BOULDER
 FR0295_SP_SET: BOULDER
 FR0295_STAMPING: W 385 1968
 FR0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0295+STABILITY: SURFACE MOTION
 FR0295
 FR0295  HISTORY     - Date     Condition        Report By
 FR0295  HISTORY     - 1968     MONUMENTED       CGS
 FR0295
 FR0295                          STATION DESCRIPTION
 FR0295
 FR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0295'11.65 MI N FROM SELIGMAN.
 FR0295'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0295'THE STATION AT SELIGMAN, THENCE 10.6 MILES NORTH ALONG A DIRT ROAD, AT
 FR0295'A GROUP OF LAVA BOULDERS, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS
 FR0295'ABOUT 1 FOOT ABOVE THE GROUND, 107 FEET WEST OF THE CENTER LINE OF THE
 FR0295'ROAD, 1.2 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 1/2 FEET LOWER
 FR0295'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0320 ***********************************************************************
 FR0320  DESIGNATION -  W 386
 FR0320  PID         -  FR0320
 FR0320  STATE/COUNTY-  AZ/COCONINO
 FR0320  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0320
 FR0320                         *CURRENT SURVEY CONTROL
 FR0320  ___________________________________________________________________
 FR0320* NAD 83(1986)-  35 39 59.     (N)    112 49 41.     (W)     SCALED    
 FR0320* NAVD 88     -      1862.194  (meters)    6109.55   (feet)  POSTED    
 FR0320  ___________________________________________________________________
 FR0320  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FR0320  DYNAMIC HT  -        1859.720 (meters)    6101.43  (feet)  COMP
 FR0320  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 FR0320
 FR0320  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0320
 FR0320.The horizontal coordinates were scaled from a topographic map and have
 FR0320.an estimated accuracy of +/- 6 seconds.
 FR0320
 FR0320.The orthometric height was determined by differential leveling
 FR0320.and adjusted by the  in 1992.
 FR0320.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0320.rate of 0.0 thru 1.0 mm/km.
 FR0320
 FR0320.The geoid height was determined by GEOID03.
 FR0320
 FR0320.The dynamic height is computed by dividing the NAVD 88
 FR0320.geopotential number by the normal gravity value computed on the
 FR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0320.degrees latitude (g = 980.6199 gals.).
 FR0320
 FR0320.The modeled gravity was interpolated from observed gravity values.
 FR0320
 FR0320;                    North         East    Units  Estimated Accuracy
 FR0320;SPC AZ C     -   517,880.      130,850.      MT  (+/- 180 meters Scaled)
 FR0320
 FR0320                          SUPERSEDED SURVEY CONTROL
 FR0320
 FR0320  NGVD 29 (??/??/92) 1861.284  (m)         6106.56   (f) ADJ UNCH    2 0
 FR0320
 FR0320.Superseded values are not recommended for survey control.
 FR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0320.See file dsdata.txt to determine how the superseded data were derived.
 FR0320
 FR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE345484(NAD 83)
 FR0320_MARKER: DB = BENCH MARK DISK
 FR0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0320_SP_SET: FOUNDATION
 FR0320_STAMPING: W 386 1968
 FR0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0320
 FR0320  HISTORY     - Date     Condition        Report By
 FR0320  HISTORY     - 1968     MONUMENTED       CGS
 FR0320
 FR0320                          STATION DESCRIPTION
 FR0320
 FR0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0320'31.0 MI N FROM SELIGMAN.
 FR0320'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0320'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0320'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 5.05 MILES EAST
 FR0320'ALONG A DIRT ROAD ALONG A POWER LINE, 3 TOWERS EAST OF BENCH MARK V
 FR0320'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST STEEL LEG
 FR0320'OF TOWER 863, 49 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 FR0320'LEVEL WITH THE ROAD AND 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0345 ***********************************************************************
 FR0345  DESIGNATION -  W 387
 FR0345  PID         -  FR0345
 FR0345  STATE/COUNTY-  AZ/COCONINO
 FR0345  USGS QUAD   -  MARKHAM DAM (1980)
 FR0345
 FR0345                         *CURRENT SURVEY CONTROL
 FR0345  ___________________________________________________________________
 FR0345* NAD 83(1986)-  35 43 35.     (N)    112 30 00.     (W)     SCALED    
 FR0345* NAVD 88     -      1706.511  (meters)    5598.78   (feet)  POSTED    
 FR0345  ___________________________________________________________________
 FR0345  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FR0345  DYNAMIC HT  -        1704.320 (meters)    5591.59  (feet)  COMP
 FR0345  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 FR0345
 FR0345  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0345
 FR0345.The horizontal coordinates were scaled from a topographic map and have
 FR0345.an estimated accuracy of +/- 6 seconds.
 FR0345
 FR0345.The orthometric height was determined by differential leveling
 FR0345.and adjusted by the  in 1992.
 FR0345.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0345.rate of 0.0 thru 1.0 mm/km.
 FR0345
 FR0345.The geoid height was determined by GEOID03.
 FR0345
 FR0345.The dynamic height is computed by dividing the NAVD 88
 FR0345.geopotential number by the normal gravity value computed on the
 FR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0345.degrees latitude (g = 980.6199 gals.).
 FR0345
 FR0345.The modeled gravity was interpolated from observed gravity values.
 FR0345
 FR0345;                    North         East    Units  Estimated Accuracy
 FR0345;SPC AZ C     -   524,310.      160,590.      MT  (+/- 180 meters Scaled)
 FR0345
 FR0345                          SUPERSEDED SURVEY CONTROL
 FR0345
 FR0345  NGVD 29 (??/??/92) 1705.674  (m)         5596.03   (f) ADJ UNCH    2 0
 FR0345
 FR0345.Superseded values are not recommended for survey control.
 FR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0345.See file dsdata.txt to determine how the superseded data were derived.
 FR0345
 FR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE643546(NAD 83)
 FR0345_MARKER: DB = BENCH MARK DISK
 FR0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0345_SP_SET: FOUNDATION
 FR0345_STAMPING: W 387 1968
 FR0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0345
 FR0345  HISTORY     - Date     Condition        Report By
 FR0345  HISTORY     - 1968     MONUMENTED       CGS
 FR0345
 FR0345                          STATION DESCRIPTION
 FR0345
 FR0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0345'14.4 MI W FROM WILLAHA.
 FR0345'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0345'THE SIDING SIGN AT WILLAHA, THENCE 13.6 MILES WEST ALONG A STEEL TOWER
 FR0345'POWER LINE, 2 TOWERS WEST OF BENCH MARK V 387, IN THE TOP OF THE
 FR0345'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 803, 53 FEET
 FR0345'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE
 FR0345'ROAD, AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0351 ***********************************************************************
 FR0351  DESIGNATION -  W 388
 FR0351  PID         -  FR0351
 FR0351  STATE/COUNTY-  AZ/COCONINO
 FR0351  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0351
 FR0351                         *CURRENT SURVEY CONTROL
 FR0351  ___________________________________________________________________
 FR0351* NAD 83(1986)-  35 46 03.     (N)    112 43 01.     (W)     SCALED    
 FR0351* NAVD 88     -      1712.801  (meters)    5619.41   (feet)  POSTED    
 FR0351  ___________________________________________________________________
 FR0351  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 FR0351  DYNAMIC HT  -        1710.590 (meters)    5612.16  (feet)  COMP
 FR0351  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 FR0351
 FR0351  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0351
 FR0351.The horizontal coordinates were scaled from a topographic map and have
 FR0351.an estimated accuracy of +/- 6 seconds.
 FR0351
 FR0351.The orthometric height was determined by differential leveling
 FR0351.and adjusted by the  in 1992.
 FR0351.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0351.was located on a no-check spur therefore a value was not computed.
 FR0351.No vertical observational check was made to the station.
 FR0351
 FR0351.The geoid height was determined by GEOID03.
 FR0351
 FR0351.The dynamic height is computed by dividing the NAVD 88
 FR0351.geopotential number by the normal gravity value computed on the
 FR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0351.degrees latitude (g = 980.6199 gals.).
 FR0351
 FR0351.The modeled gravity was interpolated from observed gravity values.
 FR0351
 FR0351;                    North         East    Units  Estimated Accuracy
 FR0351;SPC AZ C     -   529,010.      141,000.      MT  (+/- 180 meters Scaled)
 FR0351
 FR0351                          SUPERSEDED SURVEY CONTROL
 FR0351
 FR0351  NGVD 29 (??/??/92) 1711.926  (m)         5616.54   (f) ADJ UNCH    2 0
 FR0351
 FR0351.Superseded values are not recommended for survey control.
 FR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0351.See file dsdata.txt to determine how the superseded data were derived.
 FR0351
 FR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE447595(NAD 83)
 FR0351_MARKER: DB = BENCH MARK DISK
 FR0351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0351_SP_SET: 7 FT
 FR0351_STAMPING: W 388 1968
 FR0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0351
 FR0351  HISTORY     - Date     Condition        Report By
 FR0351  HISTORY     - 1968     MONUMENTED       CGS
 FR0351
 FR0351                          STATION DESCRIPTION
 FR0351
 FR0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0351'30.3 MI W FROM WILLAHA.
 FR0351'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0351'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0351'TOWER POWER LINE, THENCE 5.85 MILES NORTH ALONG A TRACK ROAD, 0.4 MILE
 FR0351'NORTHEAST OF A BLACK WATER TANK AND STOCK CORRAL, ALONG A
 FR0351'NORTHEAST-SOUTHWEST FENCE LINE, AT A SMALL RISE, 84 FEET SOUTHEAST OF
 FR0351'THE CENTER LINE OF THE ROAD, 11.5 FEET NORTHWEST OF A FENCE, 0.25 MILE
 FR0351'SOUTHWEST OF THE JUNCTION OF A ROAD NORTHWEST, 1.5 FEET NORTHEAST OF A
 FR0351'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, A DISK ON THE TOP OF
 FR0351'A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 7 FEET. THE UPPER
 FR0351'PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4
 FR0351'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0368 ***********************************************************************
 FR0368  DESIGNATION -  W 389
 FR0368  PID         -  FR0368
 FR0368  STATE/COUNTY-  AZ/COCONINO
 FR0368  USGS QUAD   -  SUPAI CAMP (1981)
 FR0368
 FR0368                         *CURRENT SURVEY CONTROL
 FR0368  ___________________________________________________________________
 FR0368* NAD 83(1986)-  35 55 47.     (N)    112 46 40.     (W)     SCALED    
 FR0368* NAVD 88     -      1780.001  (meters)    5839.89   (feet)  POSTED    
 FR0368  ___________________________________________________________________
 FR0368  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FR0368  DYNAMIC HT  -        1777.720 (meters)    5832.40  (feet)  COMP
 FR0368  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 FR0368
 FR0368  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0368
 FR0368.The horizontal coordinates were scaled from a topographic map and have
 FR0368.an estimated accuracy of +/- 6 seconds.
 FR0368
 FR0368.The orthometric height was determined by differential leveling
 FR0368.and adjusted by the  in 1992.
 FR0368.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0368.was located on a no-check spur therefore a value was not computed.
 FR0368.No vertical observational check was made to the station.
 FR0368
 FR0368.The geoid height was determined by GEOID03.
 FR0368
 FR0368.The dynamic height is computed by dividing the NAVD 88
 FR0368.geopotential number by the normal gravity value computed on the
 FR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0368.degrees latitude (g = 980.6199 gals.).
 FR0368
 FR0368.The modeled gravity was interpolated from observed gravity values.
 FR0368
 FR0368;                    North         East    Units  Estimated Accuracy
 FR0368;SPC AZ C     -   547,060.      135,660.      MT  (+/- 180 meters Scaled)
 FR0368
 FR0368                          SUPERSEDED SURVEY CONTROL
 FR0368
 FR0368  NGVD 29 (??/??/92) 1779.115  (m)         5836.98   (f) ADJ UNCH    2 0
 FR0368
 FR0368.Superseded values are not recommended for survey control.
 FR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0368.See file dsdata.txt to determine how the superseded data were derived.
 FR0368
 FR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE396776(NAD 83)
 FR0368_MARKER: DB = BENCH MARK DISK
 FR0368_SETTING: 66 = SET IN ROCK OUTCROP
 FR0368_SP_SET: OUTCROP
 FR0368_STAMPING: W 389 1968
 FR0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0368+STABILITY: POSITION/ELEVATION WELL
 FR0368
 FR0368  HISTORY     - Date     Condition        Report By
 FR0368  HISTORY     - 1968     MONUMENTED       CGS
 FR0368
 FR0368                          STATION DESCRIPTION
 FR0368
 FR0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0368'59.2 MI NE FROM PEACH SPRINGS.
 FR0368'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0368'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0368'ROAD, THENCE 6.25 MILES SOUTH ALONG A TRACK ROAD, 0.15 MILE NORTHWEST
 FR0368'OF THE INTERSECTION OF A NORTH-SOUTH ROAD ALONG AN UNDERGROUND PIPE
 FR0368'LINE, AT A SMALL GROUP OF ROCKS, IN THE TOP OF AN OUTCROP WHICH
 FR0368'PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND, 8 FEET SOUTHWEST OF THE
 FR0368'CENTER LINE OF THE ROAD, 4.1 FEET NORTHEAST OF A WITNESS POST, AND
 FR0368'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0240 ***********************************************************************
 CY0240  DESIGNATION -  W 39
 CY0240  PID         -  CY0240
 CY0240  STATE/COUNTY-  AZ/GREENLEE
 CY0240  USGS QUAD   -  YORK (1986)
 CY0240
 CY0240                         *CURRENT SURVEY CONTROL
 CY0240  ___________________________________________________________________
 CY0240* NAD 83(1986)-  32 59 27.     (N)    109 10 37.     (W)     SCALED    
 CY0240* NAVD 88     -      1270.208  (meters)    4167.34   (feet)  ADJUSTED  
 CY0240  ___________________________________________________________________
 CY0240  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CY0240  DYNAMIC HT  -        1268.351 (meters)    4161.25  (feet)  COMP
 CY0240  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 CY0240
 CY0240  VERT ORDER  -  SECOND    CLASS 0
 CY0240
 CY0240.The horizontal coordinates were scaled from a topographic map and have
 CY0240.an estimated accuracy of +/- 6 seconds.
 CY0240
 CY0240.The orthometric height was determined by differential leveling
 CY0240.and adjusted in June 1991.
 CY0240
 CY0240.The geoid height was determined by GEOID03.
 CY0240
 CY0240.The dynamic height is computed by dividing the NAVD 88
 CY0240.geopotential number by the normal gravity value computed on the
 CY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0240.degrees latitude (g = 980.6199 gals.).
 CY0240
 CY0240.The modeled gravity was interpolated from observed gravity values.
 CY0240
 CY0240;                    North         East    Units  Estimated Accuracy
 CY0240;SPC AZ E     -   221,170.      305,860.      MT  (+/- 180 meters Scaled)
 CY0240
 CY0240                          SUPERSEDED SURVEY CONTROL
 CY0240
 CY0240  NGVD 29 (??/??/92) 1269.446  (m)         4164.84   (f) ADJ UNCH    2 0
 CY0240
 CY0240.Superseded values are not recommended for survey control.
 CY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0240.See file dsdata.txt to determine how the superseded data were derived.
 CY0240
 CY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB703517(NAD 83)
 CY0240_MARKER: DB = BENCH MARK DISK
 CY0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0240_STAMPING: W 39 1934
 CY0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0240+STABILITY: SURFACE MOTION
 CY0240
 CY0240  HISTORY     - Date     Condition        Report By
 CY0240  HISTORY     - 1934     MONUMENTED       CGS
 CY0240  HISTORY     - 1958     GOOD             NGS
 CY0240
 CY0240                          STATION DESCRIPTION
 CY0240
 CY0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0240'12.6 MI SE FROM CLIFTON.
 CY0240'12.6 MILES SOUTH EAST ALONG HWY. NO. 78.  ON STATE HWY. NO. 78, 2.5
 CY0240'MILES NORTH EAST OF JUNCTION WITH HWY. NO. 75, ABOUT 300 FT. SOUTH OF
 CY0240'LARGE FILL AND CULVERT, 35 FT. EAST OF CENTER LINE OF HWY.
 CY0240
 CY0240                          STATION RECOVERY (1958)
 CY0240
 CY0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CY0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0554 ***********************************************************************
 FR0554  DESIGNATION -  W 391
 FR0554  PID         -  FR0554
 FR0554  STATE/COUNTY-  AZ/MOHAVE
 FR0554  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0554
 FR0554                         *CURRENT SURVEY CONTROL
 FR0554  ___________________________________________________________________
 FR0554* NAD 83(1986)-  35 10 58.     (N)    113 48 04.     (W)     SCALED    
 FR0554* NAVD 88     -      1287.580  (meters)    4224.34   (feet)  POSTED    
 FR0554  ___________________________________________________________________
 FR0554  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0554  DYNAMIC HT  -        1285.980 (meters)    4219.09  (feet)  COMP
 FR0554  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 FR0554
 FR0554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0554
 FR0554.The horizontal coordinates were scaled from a topographic map and have
 FR0554.an estimated accuracy of +/- 6 seconds.
 FR0554
 FR0554.The orthometric height was determined by differential leveling
 FR0554.and adjusted by the  in 1992.
 FR0554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0554.rate of 0.0 thru 1.0 mm/km.
 FR0554
 FR0554.The geoid height was determined by GEOID03.
 FR0554
 FR0554.The dynamic height is computed by dividing the NAVD 88
 FR0554.geopotential number by the normal gravity value computed on the
 FR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0554.degrees latitude (g = 980.6199 gals.).
 FR0554
 FR0554.The modeled gravity was interpolated from observed gravity values.
 FR0554
 FR0554;                    North         East    Units  Estimated Accuracy
 FR0554;SPC AZ W     -   463,870.      208,710.      MT  (+/- 180 meters Scaled)
 FR0554
 FR0554                          SUPERSEDED SURVEY CONTROL
 FR0554
 FR0554  NGVD 29 (??/??/92) 1286.737  (m)         4221.57   (f) ADJ UNCH    2 0
 FR0554
 FR0554.Superseded values are not recommended for survey control.
 FR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0554.See file dsdata.txt to determine how the superseded data were derived.
 FR0554
 FR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD449969(NAD 83)
 FR0554_MARKER: DB = BENCH MARK DISK
 FR0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0554_STAMPING: W 391 1962
 FR0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0554+STABILITY: SURFACE MOTION
 FR0554
 FR0554  HISTORY     - Date     Condition        Report By
 FR0554  HISTORY     - 1962     MONUMENTED       CGS
 FR0554
 FR0554                          STATION DESCRIPTION
 FR0554
 FR0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0554'14.65 MI NE FROM KINGMAN.
 FR0554'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0554'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO A SIGN GETZ RANCH
 FR0554'AND A TRACK ROAD LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRACK
 FR0554'ROAD TO A PIPE LINE, THENCE 3.75 MILES EAST ALONG THE PIPE LINE TO A
 FR0554'NORTH-SOUTH FENCE LINE, THENCE ABOUT 0.10 MILE NORTH ALONG THE FENCE
 FR0554'LINE TO ANOTHER PIPE LINE AND A METAL GATE, THENCE 1.0 MILE EAST ALONG
 FR0554'THIS PIPE LINE TO ANOTHER FENCE LINE AND A GATE, THENCE ABOUT 0.05
 FR0554'MILE NORTH ALONG A TRACK ROAD TO A LINE OF TELEPHONE POLES, 20 FEET
 FR0554'EAST OF THE THE CENTER OF THE TRACK ROAD, 6 FEET EAST OF TELEPHONE
 FR0554'POLE NO. 17635, 165 FEET EAST OF A NORTH-SOUTH FENCE LINE, 2.0 FEET
 FR0554'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FR0554'TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FR0554'NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE JUNCTION OF STATE
 FR0554'HIGHWAY 93 AND U.S. HIGHWAY 66 IN KINGMAN BY GOING 14.5 MILES EAST
 FR0554'ALONG STATE HIGHWAY 93, THENCE 2.4 MILES NORTH TO A PIPE LINE, THENCE
 FR0554'0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 0.5 MILE WEST ALONG THE
 FR0554'PIPE LINE, THENCE 0.05 MILE NORTH ALONG  A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0437 ***********************************************************************
 FR0437  DESIGNATION -  W 392
 FR0437  PID         -  FR0437
 FR0437  STATE/COUNTY-  AZ/YAVAPAI
 FR0437  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0437
 FR0437                         *CURRENT SURVEY CONTROL
 FR0437  ___________________________________________________________________
 FR0437* NAD 83(1986)-  35 12 23.     (N)    113 19 47.     (W)     SCALED    
 FR0437* NAVD 88     -      1608.894  (meters)    5278.51   (feet)  POSTED    
 FR0437  ___________________________________________________________________
 FR0437  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 FR0437  DYNAMIC HT  -        1606.770 (meters)    5271.54  (feet)  COMP
 FR0437  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 FR0437
 FR0437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0437
 FR0437.The horizontal coordinates were scaled from a topographic map and have
 FR0437.an estimated accuracy of +/- 6 seconds.
 FR0437
 FR0437.The orthometric height was determined by differential leveling
 FR0437.and adjusted by the  in 1992.
 FR0437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0437.rate of 0.0 thru 1.0 mm/km.
 FR0437
 FR0437.The geoid height was determined by GEOID03.
 FR0437
 FR0437.The dynamic height is computed by dividing the NAVD 88
 FR0437.geopotential number by the normal gravity value computed on the
 FR0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0437.degrees latitude (g = 980.6199 gals.).
 FR0437
 FR0437.The modeled gravity was interpolated from observed gravity values.
 FR0437
 FR0437;                    North         East    Units  Estimated Accuracy
 FR0437;SPC AZ C     -   467,380.       84,700.      MT  (+/- 180 meters Scaled)
 FR0437
 FR0437                          SUPERSEDED SURVEY CONTROL
 FR0437
 FR0437  NGVD 29 (??/??/92) 1607.982  (m)         5275.52   (f) ADJ UNCH    2 0
 FR0437
 FR0437.Superseded values are not recommended for survey control.
 FR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0437.See file dsdata.txt to determine how the superseded data were derived.
 FR0437
 FR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD879984(NAD 83)
 FR0437_MARKER: DB = BENCH MARK DISK
 FR0437_SETTING: 66 = SET IN ROCK OUTCROP
 FR0437_SP_SET: ROCK OUTCROP
 FR0437_STAMPING: W 392 1962
 FR0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0437+STABILITY: POSITION/ELEVATION WELL
 FR0437
 FR0437  HISTORY     - Date     Condition        Report By
 FR0437  HISTORY     - 1962     MONUMENTED       CGS
 FR0437
 FR0437                          STATION DESCRIPTION
 FR0437
 FR0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0437'31.0 MI W FROM SELIGMAN.
 FR0437'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0437'ITS STATION AT SELIGMAN, THENCE ABOUT 28.0 MILES WEST ALONG A GRAVEL
 FR0437'AND DIRT ROAD, ON THE SOUTH SIDE OF AN S CURVE IN THE ROAD WITH
 FR0437'TANGENTS TO THE NORTHWEST AND SOUTHEAST, AT THE TOP OF A GRADE, SET IN
 FR0437'TOP OF A 2 BY 2 FOOT ROCK OUTCROP PROJECTING 0.5 FOOT, 25 FEET SOUTH
 FR0437'OF THE CENTER OF THE ROAD, 32.5 WEST OF A TRIANGLE BLAZED TREE, 5.1
 FR0437'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0206 ***********************************************************************
 FR0206  DESIGNATION -  W 393
 FR0206  PID         -  FR0206
 FR0206  STATE/COUNTY-  AZ/YAVAPAI
 FR0206  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0206
 FR0206                         *CURRENT SURVEY CONTROL
 FR0206  ___________________________________________________________________
 FR0206* NAD 83(1986)-  35 19 25.     (N)    112 56 55.     (W)     SCALED    
 FR0206* NAVD 88     -      1605.568  (meters)    5267.60   (feet)  ADJUSTED  
 FR0206  ___________________________________________________________________
 FR0206  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 FR0206  DYNAMIC HT  -        1603.476 (meters)    5260.74  (feet)  COMP
 FR0206  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 FR0206
 FR0206  VERT ORDER  -  FIRST     CLASS II
 FR0206
 FR0206.The horizontal coordinates were scaled from a topographic map and have
 FR0206.an estimated accuracy of +/- 6 seconds.
 FR0206
 FR0206.The orthometric height was determined by differential leveling
 FR0206.and adjusted in June 1991.
 FR0206
 FR0206.The geoid height was determined by GEOID03.
 FR0206
 FR0206.The dynamic height is computed by dividing the NAVD 88
 FR0206.geopotential number by the normal gravity value computed on the
 FR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0206.degrees latitude (g = 980.6199 gals.).
 FR0206
 FR0206.The modeled gravity was interpolated from observed gravity values.
 FR0206
 FR0206;                    North         East    Units  Estimated Accuracy
 FR0206;SPC AZ C     -   479,960.      119,540.      MT  (+/- 180 meters Scaled)
 FR0206
 FR0206                          SUPERSEDED SURVEY CONTROL
 FR0206
 FR0206  NGVD 29 (??/??/92) 1604.710  (m)         5264.79   (f) ADJ UNCH    1 2
 FR0206
 FR0206.Superseded values are not recommended for survey control.
 FR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0206.See file dsdata.txt to determine how the superseded data were derived.
 FR0206
 FR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE228106(NAD 83)
 FR0206_MARKER: DB = BENCH MARK DISK
 FR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0206_STAMPING: W 393 1962
 FR0206_MARK LOGO: CGS   
 FR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0206+STABILITY: SURFACE MOTION
 FR0206
 FR0206  HISTORY     - Date     Condition        Report By
 FR0206  HISTORY     - 1962     MONUMENTED       CGS
 FR0206  HISTORY     - 1982     GOOD             NGS
 FR0206
 FR0206                          STATION DESCRIPTION
 FR0206
 FR0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0206'4.55 MI W FROM SELIGMAN.
 FR0206'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0206'ITS STATION AT SELIGMAN, THENCE 1.55 MILES WEST ALONG A GRAVEL ROAD,
 FR0206'AT THE JUNCTION OF A DIRT ROAD SOUTH, 46 FEET NORTH OF THE CENTER OF
 FR0206'THE ROAD, 37 FEET EAST OF A TRIANGLE BLAZED TREE, 3.8 FEET EAST OF A
 FR0206'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 FR0206'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FR0206
 FR0206                          STATION RECOVERY (1982)
 FR0206
 FR0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0778 ***********************************************************************
 DW0778  DESIGNATION -  W 394
 DW0778  PID         -  DW0778
 DW0778  STATE/COUNTY-  AZ/LA PAZ
 DW0778  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0778
 DW0778                         *CURRENT SURVEY CONTROL
 DW0778  ___________________________________________________________________
 DW0778* NAD 83(1986)-  33 38 55.     (N)    114 18 33.     (W)     SCALED    
 DW0778* NAVD 88     -       350.15   (+/-2cm)    1148.8    (feet)  VERTCON   
 DW0778  ___________________________________________________________________
 DW0778  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DW0778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0778
 DW0778.The horizontal coordinates were scaled from a topographic map and have
 DW0778.an estimated accuracy of +/- 6 seconds.
 DW0778
 DW0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0778.The vertical order pertains to the NGVD 29 superseded value.
 DW0778
 DW0778.The geoid height was determined by GEOID03.
 DW0778
 DW0778;                    North         East    Units  Estimated Accuracy
 DW0778;SPC AZ W     -   293,830.      161,490.      MT  (+/- 180 meters Scaled)
 DW0778
 DW0778                          SUPERSEDED SURVEY CONTROL
 DW0778
 DW0778  NGVD 29 (??/??/??)  349.453  (m)         1146.50   (f) ADJUSTED    2 0
 DW0778
 DW0778.Superseded values are not recommended for survey control.
 DW0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0778.See file dsdata.txt to determine how the superseded data were derived.
 DW0778
 DW0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT495264(NAD 83)
 DW0778_MARKER: DB = BENCH MARK DISK
 DW0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0778_STAMPING: W 394 1962
 DW0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0778+STABILITY: SURFACE MOTION
 DW0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0778+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0778
 DW0778  HISTORY     - Date     Condition        Report By
 DW0778  HISTORY     - 1962     MONUMENTED       CGS
 DW0778  HISTORY     - 1965     GOOD             AMS
 DW0778  HISTORY     - 20090218 GOOD             GEOCAC
 DW0778
 DW0778                          STATION DESCRIPTION
 DW0778
 DW0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0778'4.8 MI W FROM QUARTZSITE.
 DW0778'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0778'POST OFFICE AT QUARTZSITE, 200 FEET SOUTH OF THE CENTER OF THE
 DW0778'HIGHWAY, 2.0 FEET EAST OF A METAL RIGHT OF WAY MARKER, 4.0
 DW0778'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 DW0778'OF THE HIGHWAY, AND IS SET IN TOP OF A CONCRETE POST PROJECTING
 DW0778'4 INCHES.
 DW0778
 DW0778                          STATION RECOVERY (1965)
 DW0778
 DW0778'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0778'RECOVERED IN GOOD CONDITION.
 DW0778
 DW0778                          STATION RECOVERY (2009)
 DW0778
 DW0778'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0778'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW0778' COORDINATES OF N 33 38 57.5 W 114 18 32.8 (DMS).  THE REFERENCE
 DW0778'TO US HIGHWAY 60 AND 70 SHOULD NOW REFER TO THE EASTBOUND
 DW0778'LANES OF I 10.  SAFER ACCESS AVAILABLE VIA A SHORT PACK NORTH
 DW0778'FROM DOME ROCK ROAD SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1096 ***********************************************************************
 DV1096  DESIGNATION -  W 395 6
 DV1096  PID         -  DV1096
 DV1096  STATE/COUNTY-  AZ/LA PAZ
 DV1096  USGS QUAD   -  BEAR HILLS (1990)
 DV1096
 DV1096                         *CURRENT SURVEY CONTROL
 DV1096  ___________________________________________________________________
 DV1096* NAD 83(1986)-  33 39 01.     (N)    113 55 18.     (W)     SCALED    
 DV1096* NAVD 88     -       433.04   (+/-2cm)    1420.7    (feet)  VERTCON   
 DV1096  ___________________________________________________________________
 DV1096  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1096
 DV1096.The horizontal coordinates were scaled from a topographic map and have
 DV1096.an estimated accuracy of +/- 6 seconds.
 DV1096
 DV1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1096.The vertical order pertains to the NGVD 29 superseded value.
 DV1096
 DV1096.The geoid height was determined by GEOID03.
 DV1096
 DV1096;                    North         East    Units  Estimated Accuracy
 DV1096;SPC AZ W     -   293,890.      197,440.      MT  (+/- 180 meters Scaled)
 DV1096
 DV1096                          SUPERSEDED SURVEY CONTROL
 DV1096
 DV1096  NGVD 29 (??/??/92)  432.352  (m)         1418.47   (f) ADJ UNCH    2 0
 DV1096
 DV1096.Superseded values are not recommended for survey control.
 DV1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1096.See file dsdata.txt to determine how the superseded data were derived.
 DV1096
 DV1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC290272(NAD 83)
 DV1096_MARKER: DB = BENCH MARK DISK
 DV1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1096_STAMPING: W 395 6 1962
 DV1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1096+STABILITY: SURFACE MOTION
 DV1096
 DV1096  HISTORY     - Date     Condition        Report By
 DV1096  HISTORY     - 1962     MONUMENTED       CGS
 DV1096
 DV1096                          STATION DESCRIPTION
 DV1096
 DV1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1096'4.9 MI SE FROM BRENDA.
 DV1096'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1096'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.55 MILES
 DV1096'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1096'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL
 DV1096'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1136 ***********************************************************************
 DV1136  DESIGNATION -  W 396 26
 DV1136  PID         -  DV1136
 DV1136  STATE/COUNTY-  AZ/LA PAZ
 DV1136  USGS QUAD   -  HOPE SE (1990)
 DV1136
 DV1136                         *CURRENT SURVEY CONTROL
 DV1136  ___________________________________________________________________
 DV1136* NAD 83(1986)-  33 36 07.     (N)    113 34 33.     (W)     SCALED    
 DV1136* NAVD 88     -       423.51   (+/-2cm)    1389.5    (feet)  VERTCON   
 DV1136  ___________________________________________________________________
 DV1136  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1136
 DV1136.The horizontal coordinates were scaled from a topographic map and have
 DV1136.an estimated accuracy of +/- 6 seconds.
 DV1136
 DV1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1136.The vertical order pertains to the NGVD 29 superseded value.
 DV1136
 DV1136.The geoid height was determined by GEOID03.
 DV1136
 DV1136;                    North         East    Units  Estimated Accuracy
 DV1136;SPC AZ W     -   288,530.      229,520.      MT  (+/- 180 meters Scaled)
 DV1136
 DV1136                          SUPERSEDED SURVEY CONTROL
 DV1136
 DV1136  NGVD 29 (??/??/92)  422.830  (m)         1387.23   (f) ADJ UNCH    2 0
 DV1136
 DV1136.Superseded values are not recommended for survey control.
 DV1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1136.See file dsdata.txt to determine how the superseded data were derived.
 DV1136
 DV1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC609209(NAD 83)
 DV1136_MARKER: DB = BENCH MARK DISK
 DV1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1136_STAMPING: W 396 26 1962
 DV1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1136+STABILITY: SURFACE MOTION
 DV1136
 DV1136  HISTORY     - Date     Condition        Report By
 DV1136  HISTORY     - 1962     MONUMENTED       CGS
 DV1136  HISTORY     - 19870204 GOOD             USGS
 DV1136
 DV1136                          STATION DESCRIPTION
 DV1136
 DV1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1136'16.8 MI SE FROM SALOME.
 DV1136'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1136'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1136'THENCE 2.5 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE
 DV1136'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.3 FEET
 DV1136'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1136'PROJECTING 2 INCHES.
 DV1136
 DV1136                          STATION RECOVERY (1987)
 DV1136
 DV1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0691 ***********************************************************************
 DV0691  DESIGNATION -  W 399
 DV0691  PID         -  DV0691
 DV0691  STATE/COUNTY-  AZ/MARICOPA
 DV0691  USGS QUAD   -  PHOENIX (1982)
 DV0691
 DV0691                         *CURRENT SURVEY CONTROL
 DV0691  ___________________________________________________________________
 DV0691* NAD 83(1986)-  33 26 07.     (N)    112 00 56.     (W)     SCALED    
 DV0691* NAVD 88     -       340.33   (+/-2cm)    1116.6    (feet)  VERTCON   
 DV0691  ___________________________________________________________________
 DV0691  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0691
 DV0691.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DV0691
 DV0691.The horizontal coordinates were scaled from a topographic map and have
 DV0691.an estimated accuracy of +/- 6 seconds.
 DV0691
 DV0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0691.The vertical order pertains to the NGVD 29 superseded value.
 DV0691
 DV0691.The geoid height was determined by GEOID03.
 DV0691
 DV0691;                    North         East    Units  Estimated Accuracy
 DV0691;SPC AZ C     -   270,030.      204,170.      MT  (+/- 180 meters Scaled)
 DV0691
 DV0691                          SUPERSEDED SURVEY CONTROL
 DV0691
 DV0691  NGVD 29 (??/??/92)  339.676  (m)         1114.42   (f) ADJ UNCH    2 0
 DV0691
 DV0691.Superseded values are not recommended for survey control.
 DV0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0691.See file dsdata.txt to determine how the superseded data were derived.
 DV0691
 DV0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC055000(NAD 83)
 DV0691_MARKER: DB = BENCH MARK DISK
 DV0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0691_SP_SET: FOUNDATION
 DV0691_STAMPING: W 399 1967
 DV0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0691
 DV0691  HISTORY     - Date     Condition        Report By
 DV0691  HISTORY     - 1967     MONUMENTED       CGS
 DV0691  HISTORY     - 1976     GOOD             NGS
 DV0691
 DV0691                          STATION DESCRIPTION
 DV0691
 DV0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0691'3.3 MI E FROM PHOENIX.
 DV0691'THIS MARK IS LOCATED ON THE SOUTHEAST SIDE OF THE WEST WING TERMINAL
 DV0691'AREA OF THE SKY HARBOR INTERNATIONAL AIRPORT, AT THE SOUTH WEST SIDE
 DV0691'OF THE RAMP ENTRANCE TO THE TERMINAL BUILDING, ON THE EAST CORNER OF
 DV0691'THE CONCRETE FOUNDATION AROUND THE AIR DUCT.  IT IS 23.2 FEET WEST OF
 DV0691'THE CONTROL TOWER.  6.5 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 DV0691'BUILDING.  A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN THE
 DV0691'CONCRETE FOUNDATION.  NOTE-- THIS BUILDING IS TO BE CONVERTED TO A
 DV0691'CARGO BUILDING UPON COMPLETION OF THE NEW TERMINAL AREA.
 DV0691
 DV0691                          STATION RECOVERY (1976)
 DV0691
 DV0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DV0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0350 ***********************************************************************
 ES0350  DESIGNATION -  W 4
 ES0350  PID         -  ES0350
 ES0350  STATE/COUNTY-  AZ/YAVAPAI
 ES0350  USGS QUAD   -  CAMP VERDE (1969)
 ES0350
 ES0350                         *CURRENT SURVEY CONTROL
 ES0350  ___________________________________________________________________
 ES0350* NAD 83(1992)-  34 30 18.14466(N)    111 45 09.19178(W)     ADJUSTED  
 ES0350* NAVD 88     -      1015.493  (meters)    3331.66   (feet)  ADJUSTED  
 ES0350  ___________________________________________________________________
 ES0350  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 ES0350  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0350  DYNAMIC HT  -        1014.207 (meters)    3327.44  (feet)  COMP
 ES0350  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 ES0350
 ES0350  HORZ ORDER  -  THIRD
 ES0350  VERT ORDER  -  FIRST     CLASS II
 ES0350
 ES0350.The horizontal coordinates were established by classical geodetic methods
 ES0350.and adjusted by the National Geodetic Survey in August 1993.
 ES0350
 ES0350.The orthometric height was determined by differential leveling
 ES0350.and adjusted in June 1991.
 ES0350
 ES0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0350
 ES0350.The geoid height was determined by GEOID03.
 ES0350
 ES0350.The dynamic height is computed by dividing the NAVD 88
 ES0350.geopotential number by the normal gravity value computed on the
 ES0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0350.degrees latitude (g = 980.6199 gals.).
 ES0350
 ES0350.The modeled gravity was interpolated from observed gravity values.
 ES0350
 ES0350;                    North         East     Units Scale Factor Converg.
 ES0350;SPC AZ C     -   388,683.045   228,429.764   MT  0.99990280   +0 05 34.7
 ES0350;SPC AZ C     - 1,275,206.84    749,441.48   iFT  0.99990280   +0 05 34.7
 ES0350;UTM  12      - 3,818,413.154   430,916.608   MT  0.99965882   -0 25 34.8
 ES0350
 ES0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0350!SPC AZ C     -   0.99984466  x   0.99990280  =   0.99974748
 ES0350!UTM  12      -   0.99984466  x   0.99965882  =   0.99950353
 ES0350
 ES0350                          SUPERSEDED SURVEY CONTROL
 ES0350
 ES0350  NAD 83(1992)-  34 30 18.13810(N)    111 45 09.19688(W) AD(       ) 3
 ES0350  NGVD 29 (10/09/91) 1014.78   (m)         3329.3    (f) LEVELING    3  
 ES0350
 ES0350.Superseded values are not recommended for survey control.
 ES0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0350.See file dsdata.txt to determine how the superseded data were derived.
 ES0350
 ES0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3091718413(NAD 83)
 ES0350_MARKER: DB = BENCH MARK DISK
 ES0350_SETTING: 66 = SET IN ROCK OUTCROP
 ES0350_SP_SET: LIMESTONE LEDGE
 ES0350_MARK LOGO: USGS  
 ES0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0350+STABILITY: POSITION/ELEVATION WELL
 ES0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0350+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0350
 ES0350  HISTORY     - Date     Condition        Report By
 ES0350  HISTORY     - 1929     MONUMENTED       USGS
 ES0350  HISTORY     - 1933     GOOD             NGS
 ES0350  HISTORY     - 1966     GOOD             USGS
 ES0350  HISTORY     - 1982     GOOD             NGS
 ES0350  HISTORY     - 20080725 GOOD             GEOCAC
 ES0350
 ES0350                          STATION DESCRIPTION
 ES0350
 ES0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0350'9.3 MI SE FROM CAMP VERDE.
 ES0350'AT SIDE OF HIGHWAY, 3.2 MILES EAST OF WINGFIELD RANCH, 1.7 MILES
 ES0350'SOUTHEAST OF CLEAR CREEK HIGHWAY BRIDGE, 100 FEET SOUTH OF GULCH, 30
 ES0350'FEET EAST OF HIGHWAY CENTER-LINE, ON TOP OF LIMESTONE LEDGE.
 ES0350
 ES0350                          STATION RECOVERY (1966)
 ES0350
 ES0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES0350'DESCRIBED AS FOLLOWS.
 ES0350'
 ES0350'LOCATED 8.1 MI SE. ALONG HWY. LEADING TO PAYSON FROM CAMP VERDE,
 ES0350'1.8 MI SE. OF BRIDGE OVER CLEAR CREEK.  28 YARDS SE. OF POINT
 ES0350'WHERE CENTERLINE OF RD. CROSSES CENTER OF GULCH, 23 FT. NE. OF
 ES0350'CENTERLINE OF HWY.  IN TOP OF LIMESTONE LEDGE ABOUT 6 INCHES ABOVE
 ES0350'GROUND.
 ES0350'
 ES0350'STATION MARK--STANDARD BM TABLET STAMPED---3329.314 W4 1929---.
 ES0350'
 ES0350'RMS--NONE SET.
 ES0350
 ES0350                          STATION RECOVERY (1982)
 ES0350
 ES0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0350'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0350'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0350'OFFICE IN CAMP VERDE, THENCE 0.7 KM (0.5 MI) SOUTHEAST ALONG FOSSIL
 ES0350'CREEK ROAD, IN TOP OF A SMALL PORTION OF OUTCROP ON THE SOUTHEAST EDGE
 ES0350'OF A DRY WASH AT THE BOTTOM OF A STEEP GRADE, 6.9 METERS (23 FT)
 ES0350'NORTHEAST OF THE ROAD CENTER, 33.0 METERS (108 FT) SOUTHEAST OF THE
 ES0350'NORTHEAST END OF A 10 BY 10 FOOT BOX CULVERT.  NOTE BM IS IN QUAD
 ES0350'341114 NOT IN QUAD 341113 AS STATED IN THE OLD DESCRIPTION.
 ES0350'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 ES0350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0350
 ES0350                          STATION RECOVERY (2008)
 ES0350
 ES0350'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0350'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0569 ***********************************************************************
 CY0569  DESIGNATION -  W 40
 CY0569  PID         -  CY0569
 CY0569  STATE/COUNTY-  AZ/GRAHAM
 CY0569  USGS QUAD   -  SAN JOSE (1985)
 CY0569
 CY0569                         *CURRENT SURVEY CONTROL
 CY0569  ___________________________________________________________________
 CY0569* NAD 83(1992)-  32 49 58.81674(N)    109 32 32.12904(W)     ADJUSTED  
 CY0569* NAVD 88     -       975.090  (meters)    3199.11   (feet)  ADJUSTED  
 CY0569  ___________________________________________________________________
 CY0569  X           -  -1,794,715.679 (meters)                     COMP
 CY0569  Y           -  -5,056,266.085 (meters)                     COMP
 CY0569  Z           -   3,438,925.869 (meters)                     COMP
 CY0569  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 CY0569  ELLIP HEIGHT-         948.593 (meters)          (01/22/07) ADJUSTED
 CY0569  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CY0569  DYNAMIC HT  -         973.741 (meters)    3194.68  (feet)  COMP
 CY0569  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 CY0569
 CY0569  HORZ ORDER  -  B
 CY0569  VERT ORDER  -  SECOND    CLASS 0
 CY0569  ELLP ORDER  -  FOURTH    CLASS I
 CY0569
 CY0569.The horizontal coordinates were established by GPS observations
 CY0569.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0569
 CY0569.The orthometric height was determined by differential leveling
 CY0569.and adjusted in June 1991.
 CY0569
 CY0569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0569
 CY0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0569
 CY0569.The ellipsoidal height was determined by GPS observations
 CY0569.and is referenced to NAD 83.
 CY0569
 CY0569.The geoid height was determined by GEOID03.
 CY0569
 CY0569.The dynamic height is computed by dividing the NAVD 88
 CY0569.geopotential number by the normal gravity value computed on the
 CY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0569.degrees latitude (g = 980.6199 gals.).
 CY0569
 CY0569.The modeled gravity was interpolated from observed gravity values.
 CY0569
 CY0569;                    North         East     Units Scale Factor Converg.
 CY0569;SPC AZ E     -   203,405.824   271,817.305   MT  0.99994212   +0 20 18.8
 CY0569;SPC AZ E     -   667,341.94    891,789.06   iFT  0.99994212   +0 20 18.8
 CY0569;UTM  12      - 3,633,715.255   636,438.247   MT  0.99982954   +0 47 25.8
 CY0569
 CY0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0569!SPC AZ E     -   0.99985109  x   0.99994212  =   0.99979322
 CY0569!UTM  12      -   0.99985109  x   0.99982954  =   0.99968065
 CY0569
 CY0569|---------------------------------------------------------------------|
 CY0569| PID    Reference Object                     Distance      Geod. Az  |
 CY0569|                                                           dddmmss.s |
 CY0569| CC6074 W 40 RM 1                            14.197 METERS 05832     |
 CY0569| CC6073 W 40 AZ MK                                         2735833.1 |
 CY0569| CC6075 W 40 RM 2                            13.873 METERS 32419     |
 CY0569|---------------------------------------------------------------------|
 CY0569
 CY0569                          SUPERSEDED SURVEY CONTROL
 CY0569
 CY0569  NAD 83(1992)-  32 49 58.81800(N)    109 32 32.12705(W) AD(       ) 2
 CY0569  NAD 83(1986)-  32 49 58.81156(N)    109 32 32.12367(W) AD(       ) 2
 CY0569  NAD 27      -  32 49 58.57500(N)    109 32 29.84800(W) AD(       ) 2
 CY0569  NAVD 88 (01/22/07)  975.09   (m)         3199.1    (f) LEVELING    3  
 CY0569  NGVD 29 (??/??/92)  974.496  (m)         3197.16   (f) ADJ UNCH    2 0
 CY0569
 CY0569.Superseded values are not recommended for survey control.
 CY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0569.See file dsdata.txt to determine how the superseded data were derived.
 CY0569
 CY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB3643833715(NAD 83)
 CY0569_MARKER: DB = BENCH MARK DISK
 CY0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0569_STAMPING: W 40 1934
 CY0569_MARK LOGO: CGS   
 CY0569_PROJECTION: PROJECTING 15 CENTIMETERS
 CY0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0569+STABILITY: SURFACE MOTION
 CY0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0569+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 CY0569
 CY0569  HISTORY     - Date     Condition        Report By
 CY0569  HISTORY     - 1934     MONUMENTED       CGS
 CY0569  HISTORY     - 1945     GOOD             CGS
 CY0569  HISTORY     - 1955     GOOD             CGS
 CY0569  HISTORY     - 1968     GOOD             AMS
 CY0569  HISTORY     - 20060608 GOOD             GEOANA
 CY0569  HISTORY     - 20060608 GOOD             GEOANA
 CY0569
 CY0569                          STATION DESCRIPTION
 CY0569
 CY0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0569'5.8 MI E FROM SOLOMONVILLE.
 CY0569'ON U. S. HWY. NO. 180, 0.4 MILE EAST OF INSPECTION STATION, ABOUT 300
 CY0569'FT. EAST OF CONOCO SIGN, 45 FT. NORTH OF CENTER LINE OF HWY.
 CY0569
 CY0569                          STATION RECOVERY (1945)
 CY0569
 CY0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0569'STATION IS LOCATED IN ROLLING DESERT LAND ON THE N SIDE OF
 CY0569'U.S. HIGHWAY 666, ABOUT 5-1/2 MILES (AIR LINE) ENE OF SOLOMONSVILLE.
 CY0569'
 CY0569'TO REACH THE STATION FROM THE POST OFFICE IN SOLOMONSVILLE,
 CY0569'GO S FOR 0.1 MILE, THEN E FOR 2.0 MILES ON U.S. HIGHWAY 70 TO
 CY0569'A LEFT FORK WHICH IS THE JUNCTION WITH U.S. HIGHWAY 666.  TURN
 CY0569'LEFT ON U.S. HIGHWAY 666 TOWARDS CLIFTON FOR 3.35 MILES TO THE
 CY0569'AZIMUTH MARK ON THE LEFT, 64.6 FEET N OF THE CENTER LINE OF
 CY0569'THE HIGHWAY.  CONTINUE ALONG THE HIGHWAY FOR 0.5 MILE TO THE
 CY0569'STATION ON THE LEFT, 47 FEET N OF THE CENTER OF THE ROAD.
 CY0569'
 CY0569'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 CY0569'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 CY0569'AND IS STAMPED W40 1934.  IT IS LOCATED 9.4 FEET E OF A 4- BY
 CY0569'4-INCH WHITE WITNESS POST.
 CY0569'
 CY0569'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0569'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY0569'AND IS STAMPED BM W40 NO 1 1945.  IT IS NE OF THE STATION ON
 CY0569'ABOUT THE SAME LEVEL.
 CY0569'
 CY0569'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 CY0569'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 CY0569'AND IS STAMPED BM W40 NO 2 1945.  IT IS NW OF THE STATION ON
 CY0569'ABOUT THE SAME LEVEL.
 CY0569'
 CY0569'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE POST
 CY0569'LEVEL WITH THE GROUND AND IS STAMPED BM W40 1945.  IT IS W OF THE
 CY0569'STATION AND 5.6 FEET NNE OF A 4- BY 4-INCH WHITE WITNESS POST.
 CY0569
 CY0569                          STATION RECOVERY (1955)
 CY0569
 CY0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY0569'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CY0569'TOWN OF SOLOMONSVILLE NOW OFFICIALLY SOLOMON.
 CY0569
 CY0569                          STATION RECOVERY (1968)
 CY0569
 CY0569'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY0569'STATION IS LOCATED ABOUT 9.8 AIRMILES (E) OF SAFFORD AND 3.2
 CY0569'AIRMILES (ENE) OF SAN JOSE, ARIZONA.
 CY0569'
 CY0569'TO REACH FROM SAFFORD GO (E) ON U.S. 70 TO SAN JOSE THEN LEFT
 CY0569'(NE) ON OLD U.S. 666 FOR 2.1 MILES TO A FORK, TAKE RIGHT FORK FOR
 CY0569'1.8 MILES.  STATION IS ON LEFT (N) SIDE OF ROAD.  IT IS A
 CY0569'STANDARD USC AND GS BRONZE BM DISK SET IN A CONCRETE POST
 CY0569'STAMPED W40 1934 AND IS LOCATED 46.916 FT (N) OF THE E OF
 CY0569'THE ROAD AND 9.514 FT (E) OF A WITNESS POST.
 CY0569'
 CY0569'REFERENCE MARK 1 IS A STADARD USC AND GS BRONZE DISK THAT IS
 CY0569'(NE) ON A MAG AZ OF 46 DEG AT A DISTANCE OF 46.588 FT AND A DE
 CY0569'OF -0.22 FEET.
 CY0569'
 CY0569'REFERENCE MARK 2 IS A STANDARD USC AND GS BRONZE DISK THAT
 CY0569'IS (NW) ON A MAG AZ OF 314 DEG AT A DISTANCE OF 45.515 FT
 CY0569'AND A DE OF -0.52 FT.
 CY0569'
 CY0569'AZIMUTH MARK IS SET IN A CONCRETE POST STAMPED BM W40 1945
 CY0569'AND IS LOCATED 65.617 FT FROM E OF ROAD AND 5.479 FT FROM
 CY0569'A WITNESS POST.  IT IS 0.5 MILE ON A MAG AZ OF 260 DEG FROM
 CY0569'THE STATION.
 CY0569'
 CY0569'CONDITION OF ALL MARKERS IS EXCELLENT.
 CY0569'
 CY0569'VIEW IS GOOD IN ALL DIRECTIONS.
 CY0569
 CY0569                          STATION RECOVERY (2006)
 CY0569
 CY0569'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (TDA)
 CY0569'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY0569'NOW HIGHWAY 191.
 CY0569
 CY0569                          STATION RECOVERY (2006)
 CY0569
 CY0569'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (TDA)
 CY0569'RECOVERED AS DESCRIBED, WITH FOLLOWING MINOR CHANGE.  HIGHWAY 666 IS
 CY0569'NOW HIGHWAY 191.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0085 ***********************************************************************
 GP0085  DESIGNATION -  W 401
 GP0085  PID         -  GP0085
 GP0085  STATE/COUNTY-  AZ/COCONINO
 GP0085  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0085
 GP0085                         *CURRENT SURVEY CONTROL
 GP0085  ___________________________________________________________________
 GP0085* NAD 83(1986)-  36 57 55.     (N)    111 21 54.     (W)     SCALED    
 GP0085* NAVD 88     -      1193.815  (meters)    3916.71   (feet)  ADJUSTED  
 GP0085  ___________________________________________________________________
 GP0085  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0085  DYNAMIC HT  -        1192.413 (meters)    3912.11  (feet)  COMP
 GP0085  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 GP0085
 GP0085  VERT ORDER  -  FIRST     CLASS II
 GP0085
 GP0085.The horizontal coordinates were scaled from a topographic map and have
 GP0085.an estimated accuracy of +/- 6 seconds.
 GP0085
 GP0085.The orthometric height was determined by differential leveling
 GP0085.and adjusted in June 1991.
 GP0085
 GP0085.The geoid height was determined by GEOID03.
 GP0085
 GP0085.The dynamic height is computed by dividing the NAVD 88
 GP0085.geopotential number by the normal gravity value computed on the
 GP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0085.degrees latitude (g = 980.6199 gals.).
 GP0085
 GP0085.The modeled gravity was interpolated from observed gravity values.
 GP0085
 GP0085;                    North         East    Units  Estimated Accuracy
 GP0085;SPC AZ C     -   661,760.      262,480.      MT  (+/- 180 meters Scaled)
 GP0085
 GP0085                          SUPERSEDED SURVEY CONTROL
 GP0085
 GP0085  NGVD 29 (??/??/92) 1192.881  (m)         3913.64   (f) ADJ UNCH    1 2
 GP0085
 GP0085.Superseded values are not recommended for survey control.
 GP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0085.See file dsdata.txt to determine how the superseded data were derived.
 GP0085
 GP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF675910(NAD 83)
 GP0085_MARKER: DB = BENCH MARK DISK
 GP0085_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0085_SP_SET: UNSPEC. ROCK
 GP0085_STAMPING: W 401 1962
 GP0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0085
 GP0085  HISTORY     - Date     Condition        Report By
 GP0085  HISTORY     - 1962     MONUMENTED       CGS
 GP0085
 GP0085                          STATION DESCRIPTION
 GP0085
 GP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0085'7.4 MI NE FROM PAGE.
 GP0085'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0085'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0085'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0085'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0085'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0085'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 5.9 MILES NORTHEAST
 GP0085'ACROSS COUNTRY.  4.6 MILES NORTHEAST OF ANTELOPE CREEK, 0.1 MILE
 GP0085'SOUTHWEST OF NAVAJO CREEK, SET IN THE TOP OF A MOUND OF SOLID ROCK
 GP0085'WHICH IS ON THE SOUTHEAST SIDE OF A SANDY DRAW, 31 FEET WEST OF A
 GP0085'4X4-INCH WHITE WOODEN POST, AND 48.7 FEET EAST OF A METAL WITNESS
 GP0085'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1274 ***********************************************************************
 DU1274  DESIGNATION -  W 403
 DU1274  PID         -  DU1274
 DU1274  STATE/COUNTY-  AZ/GILA
 DU1274  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1274
 DU1274                         *CURRENT SURVEY CONTROL
 DU1274  ___________________________________________________________________
 DU1274* NAD 83(1986)-  33 33 36.     (N)    110 56 36.     (W)     SCALED    
 DU1274* NAVD 88     -      1076.204  (meters)    3530.85   (feet)  ADJUSTED  
 DU1274  ___________________________________________________________________
 DU1274  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DU1274  DYNAMIC HT  -        1074.754 (meters)    3526.09  (feet)  COMP
 DU1274  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 DU1274
 DU1274  VERT ORDER  -  FIRST     CLASS II
 DU1274
 DU1274.The horizontal coordinates were scaled from a topographic map and have
 DU1274.an estimated accuracy of +/- 6 seconds.
 DU1274
 DU1274.The orthometric height was determined by differential leveling
 DU1274.and adjusted in June 1991.
 DU1274
 DU1274.The geoid height was determined by GEOID03.
 DU1274
 DU1274.The dynamic height is computed by dividing the NAVD 88
 DU1274.geopotential number by the normal gravity value computed on the
 DU1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1274.degrees latitude (g = 980.6199 gals.).
 DU1274
 DU1274.The modeled gravity was interpolated from observed gravity values.
 DU1274
 DU1274;                    North         East    Units  Estimated Accuracy
 DU1274;SPC AZ E     -   284,130.      141,250.      MT  (+/- 180 meters Scaled)
 DU1274
 DU1274                          SUPERSEDED SURVEY CONTROL
 DU1274
 DU1274.No superseded survey control is available for this station.
 DU1274
 DU1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC052133(NAD 83)
 DU1274_MARKER: DB = BENCH MARK DISK
 DU1274_SETTING: 66 = SET IN ROCK OUTCROP
 DU1274_SP_SET: ROCK OUTCROP
 DU1274_STAMPING: W 403 1979
 DU1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1274+STABILITY: POSITION/ELEVATION WELL
 DU1274
 DU1274  HISTORY     - Date     Condition        Report By
 DU1274  HISTORY     - 1979     MONUMENTED       NGS
 DU1274  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1274
 DU1274                          STATION DESCRIPTION
 DU1274
 DU1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1274'18.6 MI NW FROM GLOBE.
 DU1274'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1274'COURTHOUSE IN GLOBE, THENCE 14.0 MILES NORTH ALONG STATE
 DU1274'HIGHWAY 88 (APACHE TRAIL), 20.5 FEET SOUTH OF THE CENTERLINE OF
 DU1274'THE HIGHWAY.
 DU1274'THE MARK IS 3.3 FT  NNE FROM A WITNESS POST.
 DU1274'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1274
 DU1274                          STATION RECOVERY (2005)
 DU1274
 DU1274'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0288 ***********************************************************************
 GP0288  DESIGNATION -  W 403
 GP0288  PID         -  GP0288
 GP0288  STATE/COUNTY-  AZ/COCONINO
 GP0288  USGS QUAD   -  LEES FERRY (1985)
 GP0288
 GP0288                         *CURRENT SURVEY CONTROL
 GP0288  ___________________________________________________________________
 GP0288* NAD 83(1986)-  36 48 10.     (N)    111 31 21.     (W)     SCALED    
 GP0288* NAVD 88     -      1504.525  (meters)    4936.10   (feet)  ADJUSTED  
 GP0288  ___________________________________________________________________
 GP0288  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GP0288  DYNAMIC HT  -        1502.755 (meters)    4930.29  (feet)  COMP
 GP0288  MODELED GRAV-     979,402.0   (mgal)                       NAVD 88
 GP0288
 GP0288  VERT ORDER  -  FIRST     CLASS II
 GP0288
 GP0288.The horizontal coordinates were scaled from a topographic map and have
 GP0288.an estimated accuracy of +/- 6 seconds.
 GP0288
 GP0288.The orthometric height was determined by differential leveling
 GP0288.and adjusted in June 1991.
 GP0288
 GP0288.The geoid height was determined by GEOID03.
 GP0288
 GP0288.The dynamic height is computed by dividing the NAVD 88
 GP0288.geopotential number by the normal gravity value computed on the
 GP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0288.degrees latitude (g = 980.6199 gals.).
 GP0288
 GP0288.The modeled gravity was interpolated from observed gravity values.
 GP0288
 GP0288;                    North         East    Units  Estimated Accuracy
 GP0288;SPC AZ C     -   643,660.      248,530.      MT  (+/- 180 meters Scaled)
 GP0288
 GP0288                          SUPERSEDED SURVEY CONTROL
 GP0288
 GP0288  NGVD 29 (??/??/92) 1503.586  (m)         4933.02   (f) ADJ UNCH    1 2
 GP0288
 GP0288.Superseded values are not recommended for survey control.
 GP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0288.See file dsdata.txt to determine how the superseded data were derived.
 GP0288
 GP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF533731(NAD 83)
 GP0288_MARKER: DB = BENCH MARK DISK
 GP0288_SETTING: 66 = SET IN ROCK OUTCROP
 GP0288_SP_SET: ROCK OUTCROP
 GP0288_STAMPING: W 403 1962
 GP0288_MARK LOGO: CGS   
 GP0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0288+STABILITY: POSITION/ELEVATION WELL
 GP0288
 GP0288  HISTORY     - Date     Condition        Report By
 GP0288  HISTORY     - 1962     MONUMENTED       CGS
 GP0288  HISTORY     - 1983     GOOD             NGS
 GP0288
 GP0288                          STATION DESCRIPTION
 GP0288
 GP0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0288'10.3 MI S FROM PAGE.
 GP0288'ABOUT 10.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0288'THE GLEN CANYON DAM AT PAGE, ARIZONA.  0.9 MILE SOUTH OF A METAL
 GP0288'WINDMILL ON THE EAST SIDE OF THE HIGHWAY, 0.3 MILE SOUTH OF HIGHWAY
 GP0288'MILEPOST NUMBER 540, 274 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GP0288'192 FEET NORTH OF THE CENTERLINE OF A TRAIL ROAD, 15 FEET WEST OF A
 GP0288'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 GP0288'OF A GRAY COLORED ROCK OUTCROP.
 GP0288
 GP0288                          STATION RECOVERY (1983)
 GP0288
 GP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1174 ***********************************************************************
 DU1174  DESIGNATION -  W 404
 DU1174  PID         -  DU1174
 DU1174  STATE/COUNTY-  AZ/GILA
 DU1174  USGS QUAD   -  CHROME BUTTE (1966)
 DU1174
 DU1174                         *CURRENT SURVEY CONTROL
 DU1174  ___________________________________________________________________
 DU1174* NAD 83(1986)-  33 30 18.     (N)    110 42 25.     (W)     SCALED    
 DU1174* NAVD 88     -      1474.323  (meters)    4837.01   (feet)  ADJUSTED  
 DU1174  ___________________________________________________________________
 DU1174  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DU1174  DYNAMIC HT  -        1472.234 (meters)    4830.15  (feet)  COMP
 DU1174  MODELED GRAV-     979,168.4   (mgal)                       NAVD 88
 DU1174
 DU1174  VERT ORDER  -  FIRST     CLASS II
 DU1174
 DU1174.The horizontal coordinates were scaled from a topographic map and have
 DU1174.an estimated accuracy of +/- 6 seconds.
 DU1174
 DU1174.The orthometric height was determined by differential leveling
 DU1174.and adjusted in June 1991.
 DU1174
 DU1174.The geoid height was determined by GEOID03.
 DU1174
 DU1174.The dynamic height is computed by dividing the NAVD 88
 DU1174.geopotential number by the normal gravity value computed on the
 DU1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1174.degrees latitude (g = 980.6199 gals.).
 DU1174
 DU1174.The modeled gravity was interpolated from observed gravity values.
 DU1174
 DU1174;                    North         East    Units  Estimated Accuracy
 DU1174;SPC AZ E     -   277,890.      163,160.      MT  (+/- 180 meters Scaled)
 DU1174
 DU1174                          SUPERSEDED SURVEY CONTROL
 DU1174
 DU1174.No superseded survey control is available for this station.
 DU1174
 DU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC272073(NAD 83)
 DU1174_MARKER: DB = BENCH MARK DISK
 DU1174_SETTING: 66 = SET IN ROCK OUTCROP
 DU1174_SP_SET: ROCK OUTCROP
 DU1174_STAMPING: W 404 1979
 DU1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1174+STABILITY: POSITION/ELEVATION WELL
 DU1174
 DU1174  HISTORY     - Date     Condition        Report By
 DU1174  HISTORY     - 1979     MONUMENTED       NGS
 DU1174  HISTORY     - 20040302 MARK NOT FOUND   AZ-007
 DU1174
 DU1174                          STATION DESCRIPTION
 DU1174
 DU1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1174'9.3 MI NE FROM GLOBE.
 DU1174'9.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1174'COURTHOUSE IN GLOBE, 32.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1174'THE MARK IS 4 FT  SW FROM A WITNESS POST.
 DU1174'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1174
 DU1174                          STATION RECOVERY (2004)
 DU1174
 DU1174'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004 (TH)
 DU1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0227 ***********************************************************************
 GP0227  DESIGNATION -  W 404
 GP0227  PID         -  GP0227
 GP0227  STATE/COUNTY-  AZ/COCONINO
 GP0227  USGS QUAD   -  LEES FERRY (1985)
 GP0227
 GP0227                         *CURRENT SURVEY CONTROL
 GP0227  ___________________________________________________________________
 GP0227* NAD 83(1986)-  36 48 04.     (N)    111 36 39.     (W)     SCALED    
 GP0227* NAVD 88     -      1145.176  (meters)    3757.13   (feet)  POSTED    
 GP0227  ___________________________________________________________________
 GP0227  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0227  DYNAMIC HT  -        1143.870 (meters)    3752.85  (feet)  COMP
 GP0227  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 GP0227
 GP0227  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0227
 GP0227.The horizontal coordinates were scaled from a topographic map and have
 GP0227.an estimated accuracy of +/- 6 seconds.
 GP0227
 GP0227.The orthometric height was determined by differential leveling
 GP0227.and adjusted by the  in 1992.
 GP0227.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0227.rate of 1.1 thru 2.0 mm/km.
 GP0227
 GP0227.The geoid height was determined by GEOID03.
 GP0227
 GP0227.The dynamic height is computed by dividing the NAVD 88
 GP0227.geopotential number by the normal gravity value computed on the
 GP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0227.degrees latitude (g = 980.6199 gals.).
 GP0227
 GP0227.The modeled gravity was interpolated from observed gravity values.
 GP0227
 GP0227;                    North         East    Units  Estimated Accuracy
 GP0227;SPC AZ C     -   643,440.      240,650.      MT  (+/- 180 meters Scaled)
 GP0227
 GP0227                          SUPERSEDED SURVEY CONTROL
 GP0227
 GP0227  NGVD 29 (??/??/92) 1144.299  (m)         3754.25   (f) ADJ UNCH    1 2
 GP0227
 GP0227.Superseded values are not recommended for survey control.
 GP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0227.See file dsdata.txt to determine how the superseded data were derived.
 GP0227
 GP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF455729(NAD 83)
 GP0227_MARKER: DB = BENCH MARK DISK
 GP0227_SETTING: 66 = SET IN ROCK OUTCROP
 GP0227_SP_SET: ROCK OUTCROP
 GP0227_STAMPING: W 404 1962
 GP0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0227+STABILITY: POSITION/ELEVATION WELL
 GP0227
 GP0227  HISTORY     - Date     Condition        Report By
 GP0227  HISTORY     - 1962     MONUMENTED       CGS
 GP0227
 GP0227                          STATION DESCRIPTION
 GP0227
 GP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0227'2.25 MI SE FROM MARBLE CANYON.
 GP0227'ABOUT 2.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0227'OFFICE AND SERVICE STATION AT MARBLE CANYON, 169 FEET SOUTHWEST OF THE
 GP0227'SOUTHWEST CORNER OF A DOUBLE CHANNEL CONCRETE CULVERT, 125 FEET WEST
 GP0227'OF THE CENTERLINE OF THE HIGHWAY, ON THE SOUTHWEST SIDE OF A SHALLOW
 GP0227'WASH, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GP0227'OF A ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1209 ***********************************************************************
 DU1209  DESIGNATION -  W 405
 DU1209  PID         -  DU1209
 DU1209  STATE/COUNTY-  AZ/GILA
 DU1209  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1209
 DU1209                         *CURRENT SURVEY CONTROL
 DU1209  ___________________________________________________________________
 DU1209* NAD 83(1986)-  33 48 03.     (N)    110 29 56.     (W)     SCALED    
 DU1209* NAVD 88     -      1126.300  (meters)    3695.20   (feet)  ADJUSTED  
 DU1209  ___________________________________________________________________
 DU1209  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DU1209  DYNAMIC HT  -        1124.776 (meters)    3690.20  (feet)  COMP
 DU1209  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 DU1209
 DU1209  VERT ORDER  -  FIRST     CLASS II
 DU1209
 DU1209.The horizontal coordinates were scaled from a topographic map and have
 DU1209.an estimated accuracy of +/- 6 seconds.
 DU1209
 DU1209.The orthometric height was determined by differential leveling
 DU1209.and adjusted in June 1991.
 DU1209
 DU1209.The geoid height was determined by GEOID03.
 DU1209
 DU1209.The dynamic height is computed by dividing the NAVD 88
 DU1209.geopotential number by the normal gravity value computed on the
 DU1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1209.degrees latitude (g = 980.6199 gals.).
 DU1209
 DU1209.The modeled gravity was interpolated from observed gravity values.
 DU1209
 DU1209;                    North         East    Units  Estimated Accuracy
 DU1209;SPC AZ E     -   310,610.      182,600.      MT  (+/- 180 meters Scaled)
 DU1209
 DU1209                          SUPERSEDED SURVEY CONTROL
 DU1209
 DU1209.No superseded survey control is available for this station.
 DU1209
 DU1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC463401(NAD 83)
 DU1209_MARKER: DB = BENCH MARK DISK
 DU1209_SETTING: 66 = SET IN ROCK OUTCROP
 DU1209_SP_SET: ROCK OUTCROP
 DU1209_STAMPING: W 405 1979
 DU1209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1209+STABILITY: POSITION/ELEVATION WELL
 DU1209
 DU1209  HISTORY     - Date     Condition        Report By
 DU1209  HISTORY     - 1979     MONUMENTED       NGS
 DU1209  HISTORY     - 19960918 GOOD             USPSQD
 DU1209
 DU1209                          STATION DESCRIPTION
 DU1209
 DU1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1209'38.8 MI NE FROM GLOBE.
 DU1209'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1209'IN SALT RIVER CANYON, SET IN THE TOP OF ROCK OUTCROP, 59 FEET
 DU1209'NORTHWEST AND ACROSS THE HIGHWAY FROM THE GUARD RAIL, 32.3 FEET
 DU1209'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER
 DU1209'CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE
 DU1209'IN GLOBE.
 DU1209'THE MARK IS 2.2 FT  E FROM A WITNESS POST.
 DU1209'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1209
 DU1209                          STATION RECOVERY (1996)
 DU1209
 DU1209'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0118 ***********************************************************************
 GP0118  DESIGNATION -  W 405
 GP0118  PID         -  GP0118
 GP0118  STATE/COUNTY-  AZ/COCONINO
 GP0118  USGS QUAD   -  PAGE (1985)
 GP0118
 GP0118                         *CURRENT SURVEY CONTROL
 GP0118  ___________________________________________________________________
 GP0118* NAD 83(1986)-  36 56 12.     (N)    111 29 02.     (W)     SCALED    
 GP0118* NAVD 88     -       973.142  (meters)    3192.72   (feet)  ADJUSTED  
 GP0118  ___________________________________________________________________
 GP0118  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0118  DYNAMIC HT  -         972.036 (meters)    3189.09  (feet)  COMP
 GP0118  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 GP0118
 GP0118  VERT ORDER  -  FIRST     CLASS II
 GP0118
 GP0118.The horizontal coordinates were scaled from a topographic map and have
 GP0118.an estimated accuracy of +/- 6 seconds.
 GP0118
 GP0118.The orthometric height was determined by differential leveling
 GP0118.and adjusted in June 1991.
 GP0118
 GP0118.The geoid height was determined by GEOID03.
 GP0118
 GP0118.The dynamic height is computed by dividing the NAVD 88
 GP0118.geopotential number by the normal gravity value computed on the
 GP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0118.degrees latitude (g = 980.6199 gals.).
 GP0118
 GP0118.The modeled gravity was interpolated from observed gravity values.
 GP0118
 GP0118;                    North         East    Units  Estimated Accuracy
 GP0118;SPC AZ C     -   658,530.      251,910.      MT  (+/- 180 meters Scaled)
 GP0118
 GP0118                          SUPERSEDED SURVEY CONTROL
 GP0118
 GP0118  NGVD 29 (??/??/92)  972.251  (m)         3189.79   (f) ADJ UNCH    1 2
 GP0118
 GP0118.Superseded values are not recommended for survey control.
 GP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0118.See file dsdata.txt to determine how the superseded data were derived.
 GP0118
 GP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF569879(NAD 83)
 GP0118_MARKER: DB = BENCH MARK DISK
 GP0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0118_SP_SET: FOUNDATION
 GP0118_STAMPING: W 405 1962
 GP0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0118
 GP0118  HISTORY     - Date     Condition        Report By
 GP0118  HISTORY     - 1962     MONUMENTED       CGS
 GP0118
 GP0118                          STATION DESCRIPTION
 GP0118
 GP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0118'IN PAGE.
 GP0118'AT THE POWERPLANT OF THE GLEN CANYON DAM, 9.0 FEET SOUTH OF THE EAST
 GP0118'EDGE OF A LARGE ENTRANCE TO THE POWERPLANT SERVICE BAY, 2.8 FEET NORTH
 GP0118'OF THE NORTH EDGE OF A DOOR LEADING TO THE POWERPLANT MACHINE BAY,
 GP0118'3-INCHES WEST OF THE 35 X LINE WALL, ABOUT 15 INCHES ABOVE THE GROUND,
 GP0118'AND SET IN THE TOP OF THE STARTER WALL OF FOUNDATION OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0451 ***********************************************************************
 DT0451  DESIGNATION -  W 406
 DT0451  PID         -  DT0451
 DT0451  STATE/COUNTY-  AZ/NAVAJO
 DT0451  USGS QUAD   -  ALCHESAY FLAT (1978)
 DT0451
 DT0451                         *CURRENT SURVEY CONTROL
 DT0451  ___________________________________________________________________
 DT0451* NAD 83(1986)-  33 56 22.     (N)    109 56 06.     (W)     SCALED    
 DT0451* NAVD 88     -      1777.783  (meters)    5832.61   (feet)  ADJUSTED  
 DT0451  ___________________________________________________________________
 DT0451  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 DT0451  DYNAMIC HT  -        1775.141 (meters)    5823.94  (feet)  COMP
 DT0451  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 DT0451
 DT0451  VERT ORDER  -  FIRST     CLASS II
 DT0451
 DT0451.The horizontal coordinates were scaled from a topographic map and have
 DT0451.an estimated accuracy of +/- 6 seconds.
 DT0451
 DT0451.The orthometric height was determined by differential leveling
 DT0451.and adjusted in June 1991.
 DT0451
 DT0451.The geoid height was determined by GEOID03.
 DT0451
 DT0451.The dynamic height is computed by dividing the NAVD 88
 DT0451.geopotential number by the normal gravity value computed on the
 DT0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0451.degrees latitude (g = 980.6199 gals.).
 DT0451
 DT0451.The modeled gravity was interpolated from observed gravity values.
 DT0451
 DT0451;                    North         East    Units  Estimated Accuracy
 DT0451;SPC AZ E     -   325,960.      234,780.      MT  (+/- 180 meters Scaled)
 DT0451
 DT0451                          SUPERSEDED SURVEY CONTROL
 DT0451
 DT0451.No superseded survey control is available for this station.
 DT0451
 DT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC984559(NAD 83)
 DT0451_MARKER: DB = BENCH MARK DISK
 DT0451_SETTING: 66 = SET IN ROCK OUTCROP
 DT0451_SP_SET: ROCK OUTCROP
 DT0451_STAMPING: W 406 1979
 DT0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0451+STABILITY: POSITION/ELEVATION WELL
 DT0451
 DT0451  HISTORY     - Date     Condition        Report By
 DT0451  HISTORY     - 1979     MONUMENTED       NGS
 DT0451
 DT0451                          STATION DESCRIPTION
 DT0451
 DT0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0451'7.6 MI NORTH FROM WHITERIVER.
 DT0451'7.6 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DT0451'HEADQUARTERS IN WHITERIVER, 0.4 MILE SOUTH OF HIGHWAY MILE MARKER 347,
 DT0451'0.1 MILE SOUTH OF A DIRT ROAD LEADING WEST, 47.2 FEET WEST OF THE
 DT0451'CENTERLINE OF THE HIGHWAY AND 6.2 FEET EAST OF A BARBED WIRE FENCE.
 DT0451'THE MARK IS 2.2 FT  N FROM A WITNESS POST.
 DT0451'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1250 ***********************************************************************
 DU1250  DESIGNATION -  W 407
 DU1250  PID         -  DU1250
 DU1250  STATE/COUNTY-  AZ/GILA
 DU1250  USGS QUAD   -  CANYON DAY (1978)
 DU1250
 DU1250                         *CURRENT SURVEY CONTROL
 DU1250  ___________________________________________________________________
 DU1250* NAD 83(1986)-  33 47 37.     (N)    110 04 19.     (W)     SCALED    
 DU1250* NAVD 88     -      1564.473  (meters)    5132.78   (feet)  ADJUSTED  
 DU1250  ___________________________________________________________________
 DU1250  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DU1250  DYNAMIC HT  -        1562.209 (meters)    5125.35  (feet)  COMP
 DU1250  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 DU1250
 DU1250  VERT ORDER  -  FIRST     CLASS II
 DU1250
 DU1250.The horizontal coordinates were scaled from a topographic map and have
 DU1250.an estimated accuracy of +/- 6 seconds.
 DU1250
 DU1250.The orthometric height was determined by differential leveling
 DU1250.and adjusted in June 1991.
 DU1250
 DU1250.The geoid height was determined by GEOID03.
 DU1250
 DU1250.The dynamic height is computed by dividing the NAVD 88
 DU1250.geopotential number by the normal gravity value computed on the
 DU1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1250.degrees latitude (g = 980.6199 gals.).
 DU1250
 DU1250.The modeled gravity was interpolated from observed gravity values.
 DU1250
 DU1250;                    North         East    Units  Estimated Accuracy
 DU1250;SPC AZ E     -   309,770.      222,130.      MT  (+/- 180 meters Scaled)
 DU1250
 DU1250                          SUPERSEDED SURVEY CONTROL
 DU1250
 DU1250.No superseded survey control is available for this station.
 DU1250
 DU1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC859396(NAD 83)
 DU1250_MARKER: DB = BENCH MARK DISK
 DU1250_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1250+WITH SETTING: INFORMATION.
 DU1250_SP_SET: SHALLOW SET METAL ROD
 DU1250_STAMPING: W 407 1979
 DU1250_PROJECTION: FLUSH
 DU1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1250_ROD/PIPE-DEPTH: 2.13 meters
 DU1250
 DU1250  HISTORY     - Date     Condition        Report By
 DU1250  HISTORY     - 1979     MONUMENTED       NGS
 DU1250
 DU1250                          STATION DESCRIPTION
 DU1250
 DU1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1250'7.8 MI WEST FROM WHITERIVER.
 DU1250'7.8 MILES WESTERLY ALONG STATE HIGHWAY 73 FROM THE APACHE TRIBAL
 DU1250'HEADQUARTERS IN WHITERIVER, 116.5 FEET SOUTH AND ACROSS THE HIGHWAY
 DU1250'FROM MILE MARKER NUMBER 331, 97.6 FEET SOUTH OF THE CENTERLINE OF
 DU1250'THE HIGHWAY, 1.9 FEET NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DU1250'7 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DU1250'THE MARK IS 2.5 FT  W FROM A WITNESS POST.
 DU1250'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0389 ***********************************************************************
 ER0389  DESIGNATION -  W 408
 ER0389  PID         -  ER0389
 ER0389  STATE/COUNTY-  AZ/APACHE
 ER0389  USGS QUAD   -  NELSON RESERVOIR (1969)
 ER0389
 ER0389                         *CURRENT SURVEY CONTROL
 ER0389  ___________________________________________________________________
 ER0389* NAD 83(1986)-  34 00 10.     (N)    109 11 17.     (W)     SCALED    
 ER0389* NAVD 88     -      2295.726  (meters)    7531.89   (feet)  ADJUSTED  
 ER0389  ___________________________________________________________________
 ER0389  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 ER0389  DYNAMIC HT  -        2292.070 (meters)    7519.90  (feet)  COMP
 ER0389  MODELED GRAV-     978,961.3   (mgal)                       NAVD 88
 ER0389
 ER0389  VERT ORDER  -  FIRST     CLASS II
 ER0389
 ER0389.The horizontal coordinates were scaled from a topographic map and have
 ER0389.an estimated accuracy of +/- 6 seconds.
 ER0389
 ER0389.The orthometric height was determined by differential leveling
 ER0389.and adjusted in June 1991.
 ER0389
 ER0389.The geoid height was determined by GEOID03.
 ER0389
 ER0389.The dynamic height is computed by dividing the NAVD 88
 ER0389.geopotential number by the normal gravity value computed on the
 ER0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0389.degrees latitude (g = 980.6199 gals.).
 ER0389
 ER0389.The modeled gravity was interpolated from observed gravity values.
 ER0389
 ER0389;                    North         East    Units  Estimated Accuracy
 ER0389;SPC AZ E     -   333,390.      303,760.      MT  (+/- 180 meters Scaled)
 ER0389
 ER0389                          SUPERSEDED SURVEY CONTROL
 ER0389
 ER0389.No superseded survey control is available for this station.
 ER0389
 ER0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC673639(NAD 83)
 ER0389_MARKER: I = METAL ROD
 ER0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0389_SP_SET: STAINLESS STEEL ROD
 ER0389_STAMPING: W 408 1980
 ER0389_PROJECTION: FLUSH
 ER0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0389_ROD/PIPE-DEPTH: 6.7  meters
 ER0389
 ER0389  HISTORY     - Date     Condition        Report By
 ER0389  HISTORY     - 1980     MONUMENTED       NGS
 ER0389
 ER0389                          STATION DESCRIPTION
 ER0389
 ER0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0389'6.3 KM NW FROM NUTRIOSO.
 ER0389'6.3 KM (3.9 MI) NORTHWEST ALONG U/S/ HIGHWAY 180 FROM THE
 ER0389'POST OFFICE IN NUTRIOSO, 0.5 KM (0.3 MI) SOUTHEAST OF MILE
 ER0389'POST 413, 53.3 METERS (175.0 FT) NORTHWEST OF THE CENTER OF A SIDE
 ER0389'ROAD LEADING EAST, 14.4 METERS (47.2 FT) WEST OF THE CENTERLINE OF
 ER0389'THE HIGHWAY, 8.4 METERS (27.6 FT) SOUTH OF THE CENTER OF A DIM TRACK
 ER0389'ROAD LEADING NORTHWEST, 1.0 METERS (3.4 FT) EAST OF TELEPHONE POLE
 ER0389'NUMBER 1 306 AND 0.5 METERS (1.7 FT) EAST OF A FENCE. NOTE=REFUSAL WAS
 ER0389'REACHED AT 6.7 METERS (22.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0389'THROUGH A 5-INCH LOGO CAP.
 ER0389'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 ER0389'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0371 ***********************************************************************
 ER0371  DESIGNATION -  W 409
 ER0371  PID         -  ER0371
 ER0371  STATE/COUNTY-  AZ/APACHE
 ER0371  USGS QUAD   -  EAGAR (1984)
 ER0371
 ER0371                         *CURRENT SURVEY CONTROL
 ER0371  ___________________________________________________________________
 ER0371* NAD 83(1986)-  34 06 30.     (N)    109 20 00.     (W)     SCALED    
 ER0371* NAVD 88     -      2169.781  (meters)    7118.69   (feet)  ADJUSTED  
 ER0371  ___________________________________________________________________
 ER0371  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0371  DYNAMIC HT  -        2166.375 (meters)    7107.52  (feet)  COMP
 ER0371  MODELED GRAV-     978,988.5   (mgal)                       NAVD 88
 ER0371
 ER0371  VERT ORDER  -  FIRST     CLASS II
 ER0371
 ER0371.The horizontal coordinates were scaled from a topographic map and have
 ER0371.an estimated accuracy of +/- 6 seconds.
 ER0371
 ER0371.The orthometric height was determined by differential leveling
 ER0371.and adjusted in June 1991.
 ER0371
 ER0371.The geoid height was determined by GEOID03.
 ER0371
 ER0371.The dynamic height is computed by dividing the NAVD 88
 ER0371.geopotential number by the normal gravity value computed on the
 ER0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0371.degrees latitude (g = 980.6199 gals.).
 ER0371
 ER0371.The modeled gravity was interpolated from observed gravity values.
 ER0371
 ER0371;                    North         East    Units  Estimated Accuracy
 ER0371;SPC AZ E     -   344,980.      290,240.      MT  (+/- 180 meters Scaled)
 ER0371
 ER0371                          SUPERSEDED SURVEY CONTROL
 ER0371
 ER0371.No superseded survey control is available for this station.
 ER0371
 ER0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC537754(NAD 83)
 ER0371_MARKER: I = METAL ROD
 ER0371_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0371+WITH SETTING: INFORMATION.
 ER0371_SP_SET: SHALLOW SET METAL ROD
 ER0371_STAMPING: W 409 1980
 ER0371_PROJECTION: FLUSH
 ER0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0371_ROD/PIPE-DEPTH: 1.5  meters
 ER0371
 ER0371  HISTORY     - Date     Condition        Report By
 ER0371  HISTORY     - 1980     MONUMENTED       NGS
 ER0371  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 ER0371
 ER0371                          STATION DESCRIPTION
 ER0371
 ER0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0371'4.1 KM WEST FROM EAGAR.
 ER0371'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0371'OFFICE IN EAGAR, THENCE 3.9 KM (2.4 MI) WEST ALONG STATE
 ER0371'HIGHWAY 260, 0.3 KM (0.2 MI) WEST OF MILE POST 394, 0.6
 ER0371'KM (0.35 MI) WEST OF A SIDE ROAD LEADING SOUTHEAST, 30.2
 ER0371'METERS (99.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ER0371'10.6 METERS (34.8 FT) NORTH-NORTHEAST OF THE CENTER OF A DIM TRACK
 ER0371'ROAD LEADING NORTH, 7.4 METERS (24.3 FT) NORTH-NORTHEAST OF THE
 ER0371'NORTHEAST GATE POST, 4.6 METERS (15.1 FT) NORTHEAST OF POWER POLE
 ER0371'NUMBER 11 AND 0.3 METERS (1.1 FT) SOUTH-SOUTHEAST OF A FENCE, NOTE=
 ER0371'REFUSAL WAS REACHED AT 1.5 METERS (5.0 FT).  ACCESS TO THE
 ER0371'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0371'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ER0371'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 ER0371
 ER0371                          STATION RECOVERY (2005)
 ER0371
 ER0371'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0371'THE AREA ALONG THE FENCE APPEARED TO HAVE BEEN GRADED.
 ER0371'FENCE POST HAS NO TRESSPASSING. NEW POWER POLES FROM MAIN ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0200 ***********************************************************************
 ER0200  DESIGNATION -  W 41
 ER0200  PID         -  ER0200
 ER0200  STATE/COUNTY-  AZ/APACHE
 ER0200  USGS QUAD   -  EAGAR (1984)
 ER0200
 ER0200                         *CURRENT SURVEY CONTROL
 ER0200  ___________________________________________________________________
 ER0200* NAD 83(1986)-  34 06 05.     (N)    109 22 14.     (W)     SCALED    
 ER0200* NAVD 88     -      2224.877  (meters)    7299.45   (feet)  ADJUSTED  
 ER0200  ___________________________________________________________________
 ER0200  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0200  DYNAMIC HT  -        2221.386 (meters)    7288.00  (feet)  COMP
 ER0200  MODELED GRAV-     978,987.2   (mgal)                       NAVD 88
 ER0200
 ER0200  VERT ORDER  -  FIRST     CLASS II
 ER0200
 ER0200.The horizontal coordinates were scaled from a topographic map and have
 ER0200.an estimated accuracy of +/- 6 seconds.
 ER0200
 ER0200.The orthometric height was determined by differential leveling
 ER0200.and adjusted in June 1991.
 ER0200.WARNING-Repeat measurements at this control monument indicate possible
 ER0200.vertical movement.
 ER0200
 ER0200.The geoid height was determined by GEOID03.
 ER0200
 ER0200.The dynamic height is computed by dividing the NAVD 88
 ER0200.geopotential number by the normal gravity value computed on the
 ER0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0200.degrees latitude (g = 980.6199 gals.).
 ER0200
 ER0200.The modeled gravity was interpolated from observed gravity values.
 ER0200
 ER0200;                    North         East    Units  Estimated Accuracy
 ER0200;SPC AZ E     -   344,190.      286,820.      MT  (+/- 180 meters Scaled)
 ER0200
 ER0200                          SUPERSEDED SURVEY CONTROL
 ER0200
 ER0200  NGVD 29 (??/??/92) 2223.884  (m)         7296.19   (f) ADJ UNCH    1 2
 ER0200
 ER0200.Superseded values are not recommended for survey control.
 ER0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0200.See file dsdata.txt to determine how the superseded data were derived.
 ER0200
 ER0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC503745(NAD 83)
 ER0200_MARKER: DB = BENCH MARK DISK
 ER0200_SETTING: 66 = SET IN ROCK OUTCROP
 ER0200_SP_SET: ROCK KNOLL
 ER0200_STAMPING: W-41 1934
 ER0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0200+STABILITY: POSITION/ELEVATION WELL
 ER0200
 ER0200  HISTORY     - Date     Condition        Report By
 ER0200  HISTORY     - 1934     MONUMENTED       CGS
 ER0200  HISTORY     - 1970     GOOD             USGS
 ER0200  HISTORY     - 1980     GOOD             NGS
 ER0200
 ER0200                          STATION DESCRIPTION
 ER0200
 ER0200'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0200'4.9 MI W FROM EAGAR.
 ER0200'4.9 MILES WEST ALONG STATE HWY. NO. 73 FROM THE JUNCTION OF STATE HWY.
 ER0200'73 AND U.S. HWY. 180B AT EAGER, ARIZONA. 850 FT. SOUTH OF A CORRAL AND
 ER0200'OLD BUILDING.  375 FT. SOUTH OF THE CENTER LINE OF HIGHWAY, IN THE TOP
 ER0200'OF A ROCKY KNOLL 50 FT. LONG AND 20 FT. WIDE, AND 9 FT. WEST OF A
 ER0200'FENCE LINE.  A STANDARD DISK STAMPED W-41 1934.
 ER0200
 ER0200                          STATION RECOVERY (1980)
 ER0200
 ER0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0200'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0200'OFFICE IN EAGAR, THENCE 7.4 KM (4.6 MI) WEST ALONG STATE
 ER0200'HIGHWAY 260, 2.4 KM (1.5 MI) WEST OF THE JUNCTION OF STATE
 ER0200'HIGHWAY 273, 0.6 KM (0.4 MI) EAST OF MILE POST 391, IN TOP
 ER0200'ROCK OUTCROP ON A 50 BY 20 FT ROCKY KNOLL, 68.6 METERS (225.0 FT)
 ER0200'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 56.4 METERS (185.0 FT)
 ER0200'SOUTH OF A FENCE CORNER AND 2.7 METERS (9.0 FT) WEST OF A FENCE.
 ER0200'THE MARK IS 2.8 METERS  S FROM A WITNESS POST.
 ER0200'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1037 ***********************************************************************
 DV1037  DESIGNATION -  W 413 48
 DV1037  PID         -  DV1037
 DV1037  STATE/COUNTY-  AZ/MARICOPA
 DV1037  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1037
 DV1037                         *CURRENT SURVEY CONTROL
 DV1037  ___________________________________________________________________
 DV1037* NAD 83(1986)-  33 32 42.     (N)    113 11 40.     (W)     SCALED    
 DV1037* NAVD 88     -       383.32   (+/-2cm)    1257.6    (feet)  VERTCON   
 DV1037  ___________________________________________________________________
 DV1037  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1037
 DV1037.The horizontal coordinates were scaled from a topographic map and have
 DV1037.an estimated accuracy of +/- 6 seconds.
 DV1037
 DV1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1037.The vertical order pertains to the NGVD 29 superseded value.
 DV1037
 DV1037.The geoid height was determined by GEOID03.
 DV1037
 DV1037;                    North         East    Units  Estimated Accuracy
 DV1037;SPC AZ C     -   282,920.       94,700.      MT  (+/- 180 meters Scaled)
 DV1037
 DV1037                          SUPERSEDED SURVEY CONTROL
 DV1037
 DV1037  NGVD 29 (??/??/92)  382.783  (m)         1255.85   (f) ADJ UNCH    2 0
 DV1037
 DV1037.Superseded values are not recommended for survey control.
 DV1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1037.See file dsdata.txt to determine how the superseded data were derived.
 DV1037
 DV1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC962138(NAD 83)
 DV1037_MARKER: DB = BENCH MARK DISK
 DV1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1037_STAMPING: W 413 48 1962
 DV1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1037+STABILITY: SURFACE MOTION
 DV1037
 DV1037  HISTORY     - Date     Condition        Report By
 DV1037  HISTORY     - 1962     MONUMENTED       CGS
 DV1037
 DV1037                          STATION DESCRIPTION
 DV1037
 DV1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1037'32.4 MI SE FROM SALOME.
 DV1037'31.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1037'AT SALOME, THENCE 1.4 MILES WEST-NORTHWEST ALONG A BLADED TRACK WHICH
 DV1037'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1037'3.4 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1037'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1036 ***********************************************************************
 DU1036  DESIGNATION -  W 414
 DU1036  PID         -  DU1036
 DU1036  STATE/COUNTY-  AZ/PINAL
 DU1036  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1036
 DU1036                         *CURRENT SURVEY CONTROL
 DU1036  ___________________________________________________________________
 DU1036* NAD 83(1986)-  33 02 25.     (N)    111 46 55.     (W)     SCALED    
 DU1036* NAVD 88     -       441.26   (+/-2cm)    1447.7    (feet)  VERTCON   
 DU1036  ___________________________________________________________________
 DU1036  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DU1036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1036
 DU1036.The horizontal coordinates were scaled from a topographic map and have
 DU1036.an estimated accuracy of +/- 6 seconds.
 DU1036
 DU1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1036.The vertical order pertains to the NGVD 29 superseded value.
 DU1036
 DU1036.The geoid height was determined by GEOID03.
 DU1036
 DU1036;                    North         East    Units  Estimated Accuracy
 DU1036;SPC AZ C     -   226,230.      225,940.      MT  (+/- 180 meters Scaled)
 DU1036
 DU1036                          SUPERSEDED SURVEY CONTROL
 DU1036
 DU1036  NGVD 29 (??/??/92)  440.758  (m)         1446.05   (f) ADJ UNCH    2 0
 DU1036
 DU1036.Superseded values are not recommended for survey control.
 DU1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1036.See file dsdata.txt to determine how the superseded data were derived.
 DU1036
 DU1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB269560(NAD 83)
 DU1036_MARKER: DB = BENCH MARK DISK
 DU1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1036_STAMPING: W 414 1962
 DU1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1036+STABILITY: SURFACE MOTION
 DU1036
 DU1036  HISTORY     - Date     Condition        Report By
 DU1036  HISTORY     - 1962     MONUMENTED       CGS
 DU1036  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 DU1036
 DU1036                          STATION DESCRIPTION
 DU1036
 DU1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1036'13.25 MI SW FROM SACATON.
 DU1036'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1036'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1036'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 2.5 MILES
 DU1036'SOUTHEAST ALONG A STAKED LINE THAT IS THE CENTER OF THE MEDIAN STRIP
 DU1036'OF PROPOSED INTERSTATE HIGHWAY 10, 3.7 FEET NORTH OF A METAL WITNESS
 DU1036'POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DU1036
 DU1036                          STATION RECOVERY (2007)
 DU1036
 DU1036'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1036'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0868 ***********************************************************************
 DV0868  DESIGNATION -  W 415 71
 DV0868  PID         -  DV0868
 DV0868  STATE/COUNTY-  AZ/MARICOPA
 DV0868  USGS QUAD   -  WINTERSBURG (1984)
 DV0868
 DV0868                         *CURRENT SURVEY CONTROL
 DV0868  ___________________________________________________________________
 DV0868* NAD 83(1986)-  33 28 06.     (N)    112 48 05.     (W)     SCALED    
 DV0868* NAVD 88     -       333.95   (+/-2cm)    1095.6    (feet)  VERTCON   
 DV0868  ___________________________________________________________________
 DV0868  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DV0868  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0868
 DV0868.The horizontal coordinates were scaled from a topographic map and have
 DV0868.an estimated accuracy of +/- 6 seconds.
 DV0868
 DV0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0868.The vertical order pertains to the NGVD 29 superseded value.
 DV0868
 DV0868.The geoid height was determined by GEOID03.
 DV0868
 DV0868;                    North         East    Units  Estimated Accuracy
 DV0868;SPC AZ C     -   274,040.      131,130.      MT  (+/- 180 meters Scaled)
 DV0868
 DV0868                          SUPERSEDED SURVEY CONTROL
 DV0868
 DV0868  NGVD 29 (??/??/92)  333.318  (m)         1093.56   (f) ADJ UNCH    2 0
 DV0868
 DV0868.Superseded values are not recommended for survey control.
 DV0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0868.See file dsdata.txt to determine how the superseded data were derived.
 DV0868
 DV0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC326046(NAD 83)
 DV0868_MARKER: DB = BENCH MARK DISK
 DV0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0868_STAMPING: W 415 71 1962
 DV0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0868+STABILITY: SURFACE MOTION
 DV0868
 DV0868  HISTORY     - Date     Condition        Report By
 DV0868  HISTORY     - 1962     MONUMENTED       CGS
 DV0868
 DV0868                          STATION DESCRIPTION
 DV0868
 DV0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0868'11.75 MI SE FROM TONOPAH.
 DV0868'8.75 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0868'THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.1 MILE
 DV0868'WEST-NORTHWEST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV0868'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL
 DV0868'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0605 ***********************************************************************
 CY0605  DESIGNATION -  W 418
 CY0605  PID         -  CY0605
 CY0605  STATE/COUNTY-  AZ/COCHISE
 CY0605  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0605
 CY0605                         *CURRENT SURVEY CONTROL
 CY0605  ___________________________________________________________________
 CY0605* NAD 83(1986)-  32 09 34.     (N)    109 58 34.     (W)     SCALED    
 CY0605* NAVD 88     -      1322.950  (meters)    4340.38   (feet)  ADJUSTED  
 CY0605  ___________________________________________________________________
 CY0605  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0605  DYNAMIC HT  -        1320.959 (meters)    4333.85  (feet)  COMP
 CY0605  MODELED GRAV-     979,088.2   (mgal)                       NAVD 88
 CY0605
 CY0605  VERT ORDER  -  FIRST     CLASS II
 CY0605
 CY0605.The horizontal coordinates were scaled from a topographic map and have
 CY0605.an estimated accuracy of +/- 6 seconds.
 CY0605
 CY0605.The orthometric height was determined by differential leveling
 CY0605.and adjusted in June 1991.
 CY0605
 CY0605.The geoid height was determined by GEOID03.
 CY0605
 CY0605.The dynamic height is computed by dividing the NAVD 88
 CY0605.geopotential number by the normal gravity value computed on the
 CY0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0605.degrees latitude (g = 980.6199 gals.).
 CY0605
 CY0605.The modeled gravity was interpolated from observed gravity values.
 CY0605
 CY0605;                    North         East    Units  Estimated Accuracy
 CY0605;SPC AZ E     -   128,560.      231,330.      MT  (+/- 180 meters Scaled)
 CY0605
 CY0605                          SUPERSEDED SURVEY CONTROL
 CY0605
 CY0605.No superseded survey control is available for this station.
 CY0605
 CY0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA965585(NAD 83)
 CY0605_MARKER: DB = BENCH MARK DISK
 CY0605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0605_SP_SET: STAINLESS STEEL ROD
 CY0605_STAMPING: W 418 1979
 CY0605_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0605_ROD/PIPE-DEPTH: 3.5  meters
 CY0605
 CY0605  HISTORY     - Date     Condition        Report By
 CY0605  HISTORY     - 1979     MONUMENTED       NGS
 CY0605
 CY0605                          STATION DESCRIPTION
 CY0605
 CY0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0605'40.7 KM NE FROM BENSON.
 CY0605'40.7 KILOMETERS (25.3 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CY0605'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, 0.5 KILOMETER (0.35
 CY0605'MILE) SOUTHWEST OF MILE POST 330, 34.7 METERS (115 FEET) SOUTHEAST
 CY0605'OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANES, 12.4 METERS (40.6
 CY0605'FEET) SOUTHWEST OF A BRACED ANGLE IRON FENCE POST, 7.8 METERS (25.5
 CY0605'FEET) NORTHEAST OF A CUT-OFF TELEPHONE POLE PROJECTING 1.5 METERS AND
 CY0605'0.6 METER (2.0 FEET) NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CY0605'THE ROD WAS DRIVEN TO REFUSAL.
 CY0605'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0869 ***********************************************************************
 CG0869  DESIGNATION -  W 419
 CG0869  PID         -  CG0869
 CG0869  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0869  USGS QUAD   -  AMADO (1981)
 CG0869
 CG0869                         *CURRENT SURVEY CONTROL
 CG0869  ___________________________________________________________________
 CG0869* NAD 83(1986)-  31 40 38.     (N)    111 03 52.     (W)     SCALED    
 CG0869* NAVD 88     -       953.674  (meters)    3128.85   (feet)  ADJUSTED  
 CG0869  ___________________________________________________________________
 CG0869  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0869  DYNAMIC HT  -         952.259 (meters)    3124.20  (feet)  COMP
 CG0869  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 CG0869
 CG0869  VERT ORDER  -  FIRST     CLASS II
 CG0869
 CG0869.The horizontal coordinates were scaled from a topographic map and have
 CG0869.an estimated accuracy of +/- 6 seconds.
 CG0869
 CG0869.The orthometric height was determined by differential leveling
 CG0869.and adjusted in June 1991.
 CG0869
 CG0869.The geoid height was determined by GEOID03.
 CG0869
 CG0869.The dynamic height is computed by dividing the NAVD 88
 CG0869.geopotential number by the normal gravity value computed on the
 CG0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0869.degrees latitude (g = 980.6199 gals.).
 CG0869
 CG0869.The modeled gravity was interpolated from observed gravity values.
 CG0869
 CG0869;                    North         East    Units  Estimated Accuracy
 CG0869;SPC AZ C     -    75,400.      294,160.      MT  (+/- 180 meters Scaled)
 CG0869
 CG0869                          SUPERSEDED SURVEY CONTROL
 CG0869
 CG0869.No superseded survey control is available for this station.
 CG0869
 CG0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA938046(NAD 83)
 CG0869_MARKER: DB = BENCH MARK DISK
 CG0869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CG0869_SP_SET: OVERPASS PIER
 CG0869_STAMPING: W 419 1980
 CG0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0869
 CG0869  HISTORY     - Date     Condition        Report By
 CG0869  HISTORY     - 1980     MONUMENTED       NGS
 CG0869
 CG0869                          STATION DESCRIPTION
 CG0869
 CG0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0869'5.6 KM SOUTH FROM AMADO.
 CG0869'5.6 KILOMETERS (3.5 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0869'FROM THE ARIVACA ROAD UNDERPASS AT AMADO, SET VERTICALLY IN THE
 CG0869'WEST FACE OF THE CENTER PIER OF THE AGUA LINDA ROAD OVERPASS,
 CG0869'1.2 METERS (4.0 FEET) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0264 ***********************************************************************
 ER0264  DESIGNATION -  W 42
 ER0264  PID         -  ER0264
 ER0264  STATE/COUNTY-  AZ/NAVAJO
 ER0264  USGS QUAD   -  INDIAN PINE (1977)
 ER0264
 ER0264                         *CURRENT SURVEY CONTROL
 ER0264  ___________________________________________________________________
 ER0264* NAD 83(1986)-  34 03 38.     (N)    109 55 02.     (W)     SCALED    
 ER0264* NAVD 88     -      2176.439  (meters)    7140.53   (feet)  ADJUSTED  
 ER0264  ___________________________________________________________________
 ER0264  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0264  DYNAMIC HT  -        2173.113 (meters)    7129.62  (feet)  COMP
 ER0264  MODELED GRAV-     979,028.7   (mgal)                       NAVD 88
 ER0264
 ER0264  VERT ORDER  -  FIRST     CLASS II
 ER0264
 ER0264.The horizontal coordinates were scaled from a topographic map and have
 ER0264.an estimated accuracy of +/- 6 seconds.
 ER0264
 ER0264.The orthometric height was determined by differential leveling
 ER0264.and adjusted in June 1991.
 ER0264
 ER0264.The geoid height was determined by GEOID03.
 ER0264
 ER0264.The dynamic height is computed by dividing the NAVD 88
 ER0264.geopotential number by the normal gravity value computed on the
 ER0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0264.degrees latitude (g = 980.6199 gals.).
 ER0264
 ER0264.The modeled gravity was interpolated from observed gravity values.
 ER0264
 ER0264;                    North         East    Units  Estimated Accuracy
 ER0264;SPC AZ E     -   339,400.      236,390.      MT  (+/- 180 meters Scaled)
 ER0264
 ER0264                          SUPERSEDED SURVEY CONTROL
 ER0264
 ER0264  NGVD 29 (??/??/92) 2175.554  (m)         7137.63   (f) ADJ UNCH    1 2
 ER0264
 ER0264.Superseded values are not recommended for survey control.
 ER0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0264.See file dsdata.txt to determine how the superseded data were derived.
 ER0264
 ER0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC999693(NAD 83)
 ER0264_MARKER: DB = BENCH MARK DISK
 ER0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0264_STAMPING: W 42 1934
 ER0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0264+STABILITY: SURFACE MOTION
 ER0264
 ER0264  HISTORY     - Date     Condition        Report By
 ER0264  HISTORY     - 1934     MONUMENTED       CGS
 ER0264  HISTORY     - 1976     MARK NOT FOUND   USGS
 ER0264  HISTORY     - 1979     MARK NOT FOUND   NGS
 ER0264
 ER0264                          STATION DESCRIPTION
 ER0264
 ER0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0264'4.7 MI SW FROM MCNARY.
 ER0264'IN NAVAJO COUNTY, 4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 ER0264'MCNARY, APACHE COUNTY, 1.6 MILES SOUTH OF THE JUNCTION WITH STATE
 ER0264'HIGHWAY 173, AT A CURVE, 30 FEET EAST OF THE CENTERLINE OF THE
 ER0264'HIGHWAY, 15 FEET NORTH OF A POLE, AND IN LINE WITH A ROW OF POLES.  A
 ER0264'STANDARD DISK, STAMPED W 42 1934 AND SET IN THE TOP OF A CONCRETE
 ER0264'POST.
 ER0264
 ER0264                          STATION RECOVERY (1976)
 ER0264
 ER0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0264'MARK NOT FOUND.
 ER0264
 ER0264                          STATION RECOVERY (1979)
 ER0264
 ER0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ER0264'NOTE=AREA DESCRIBED HAS HAD HIGHWAY WIDENED.  NO EVIDENCE OF THE MARK
 ER0264'OR ANY PART OF THE MONUMENT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0217 ***********************************************************************
 CF0217  DESIGNATION -  W 420
 CF0217  PID         -  CF0217
 CF0217  STATE/COUNTY-  AZ/COCHISE
 CF0217  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0217
 CF0217                         *CURRENT SURVEY CONTROL
 CF0217  ___________________________________________________________________
 CF0217* NAD 83(1986)-  31 47 40.     (N)    109 41 30.     (W)     SCALED    
 CF0217* NAVD 88     -      1292.534  (meters)    4240.59   (feet)  ADJUSTED  
 CF0217  ___________________________________________________________________
 CF0217  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CF0217  DYNAMIC HT  -        1290.526 (meters)    4234.00  (feet)  COMP
 CF0217  MODELED GRAV-     979,041.7   (mgal)                       NAVD 88
 CF0217
 CF0217  VERT ORDER  -  FIRST     CLASS II
 CF0217
 CF0217.The horizontal coordinates were scaled from a topographic map and have
 CF0217.an estimated accuracy of +/- 6 seconds.
 CF0217
 CF0217.The orthometric height was determined by differential leveling
 CF0217.and adjusted in June 1991.
 CF0217
 CF0217.The geoid height was determined by GEOID03.
 CF0217
 CF0217.The dynamic height is computed by dividing the NAVD 88
 CF0217.geopotential number by the normal gravity value computed on the
 CF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0217.degrees latitude (g = 980.6199 gals.).
 CF0217
 CF0217.The modeled gravity was interpolated from observed gravity values.
 CF0217
 CF0217;                    North         East    Units  Estimated Accuracy
 CF0217;SPC AZ E     -    88,180.      258,340.      MT  (+/- 180 meters Scaled)
 CF0217
 CF0217                          SUPERSEDED SURVEY CONTROL
 CF0217
 CF0217.No superseded survey control is available for this station.
 CF0217
 CF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA238183(NAD 83)
 CF0217_MARKER: DB = BENCH MARK DISK
 CF0217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0217_SP_SET: STAINLESS STEEL ROD
 CF0217_STAMPING: W 420 1980
 CF0217_PROJECTION: FLUSH
 CF0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0217_ROD/PIPE-DEPTH: 4.6  meters
 CF0217
 CF0217  HISTORY     - Date     Condition        Report By
 CF0217  HISTORY     - 1980     MONUMENTED       NGS
 CF0217
 CF0217                          STATION DESCRIPTION
 CF0217
 CF0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0217'12.4 KM NORTH FROM ELFRIDA.
 CF0217'12.4 KILOMETERS (7.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM THE
 CF0217'POST OFFICE IN ELFRIDA, 200 PACES EAST AND ACROSS THE HIGHWAY
 CF0217'FROM A ONE STORY HOUSE, 14.9 METERS (49 FEET) EAST OF THE
 CF0217'CENTERLINE OF THE HIGHWAY, 65.2 METERS (214 FEET) SOUTH OF THE
 CF0217'SOUTH END OF A CONCRETE CULVERT UNDER HIGHWAY, 1.0 METER (3.4
 CF0217'FEET) WEST OF POWER POLE NUMBER 286, 0.3 METER (1 FOOT) WEST
 CF0217'OF THE RIGHT-OF-WAY FENCE.
 CF0217'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0217'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0245 ***********************************************************************
 CF0245  DESIGNATION -  W 421
 CF0245  PID         -  CF0245
 CF0245  STATE/COUNTY-  AZ/COCHISE
 CF0245  USGS QUAD   -  DOUGLAS NE (1978)
 CF0245
 CF0245                         *CURRENT SURVEY CONTROL
 CF0245  ___________________________________________________________________
 CF0245* NAD 83(1986)-  31 23 42.     (N)    109 34 45.     (W)     SCALED    
 CF0245* NAVD 88     -      1225.666  (meters)    4021.21   (feet)  ADJUSTED  
 CF0245  ___________________________________________________________________
 CF0245  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0245  DYNAMIC HT  -        1223.756 (meters)    4014.94  (feet)  COMP
 CF0245  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 CF0245
 CF0245  VERT ORDER  -  FIRST     CLASS II
 CF0245
 CF0245.The horizontal coordinates were scaled from a topographic map and have
 CF0245.an estimated accuracy of +/- 6 seconds.
 CF0245
 CF0245.The orthometric height was determined by differential leveling
 CF0245.and adjusted in June 1991.
 CF0245
 CF0245.The geoid height was determined by GEOID03.
 CF0245
 CF0245.The dynamic height is computed by dividing the NAVD 88
 CF0245.geopotential number by the normal gravity value computed on the
 CF0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0245.degrees latitude (g = 980.6199 gals.).
 CF0245
 CF0245.The modeled gravity was interpolated from observed gravity values.
 CF0245
 CF0245;                    North         East    Units  Estimated Accuracy
 CF0245;SPC AZ E     -    43,940.      269,230.      MT  (+/- 180 meters Scaled)
 CF0245
 CF0245                          SUPERSEDED SURVEY CONTROL
 CF0245
 CF0245.No superseded survey control is available for this station.
 CF0245
 CF0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV350742(NAD 83)
 CF0245_MARKER: DB = BENCH MARK DISK
 CF0245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0245_SP_SET: STAINLESS STEEL ROD
 CF0245_STAMPING: W 421 1980
 CF0245_PROJECTION: PROJECTING 6 CENTIMETERS
 CF0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0245_ROD/PIPE-DEPTH: 3.0  meters
 CF0245
 CF0245  HISTORY     - Date     Condition        Report By
 CF0245  HISTORY     - 1980     MONUMENTED       NGS
 CF0245  HISTORY     - 19981001 GOOD             USPSQD
 CF0245
 CF0245                          STATION DESCRIPTION
 CF0245
 CF0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0245'7.0 KM NW FROM DOUGLAS.
 CF0245'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0245'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, THENCE 4.8
 CF0245'KILOMETERS (3.0 MILES) NORTH ALONG U.S. HIGHWAY 666, 0.1
 CF0245'KILOMETER (0.05 MILE) SOUTH OF A DIRT ROAD LEADING EAST, 14.9
 CF0245'METERS (49 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 89.0
 CF0245'METERS (292 FEET) NORTH OF THE NORTH END OF A CONCRETE CULVERT,
 CF0245'9.1 METERS (30 FEET) WEST OF HIGHWAY MILEPOST 3, 0.3 METER
 CF0245'(1 FOOT) EAST OF THE RIGHT-OF-WAY FENCE.
 CF0245'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0245'THE MARK IS 0.9 M BELOW CENTERLINE OF HIGHWAY.
 CF0245
 CF0245                          STATION RECOVERY (1998)
 CF0245
 CF0245'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1423 ***********************************************************************
 CZ1423  DESIGNATION -  W 423
 CZ1423  PID         -  CZ1423
 CZ1423  STATE/COUNTY-  AZ/PIMA
 CZ1423  USGS QUAD   -  JAYNES (1992)
 CZ1423
 CZ1423                         *CURRENT SURVEY CONTROL
 CZ1423  ___________________________________________________________________
 CZ1423* NAD 83(1986)-  32 21 31.     (N)    111 05 22.     (W)     SCALED    
 CZ1423* NAVD 88     -       657.851  (meters)    2158.30   (feet)  ADJUSTED  
 CZ1423  ___________________________________________________________________
 CZ1423  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CZ1423  DYNAMIC HT  -         656.967 (meters)    2155.40  (feet)  COMP
 CZ1423  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 CZ1423  OBS GRAVITY -     979,276.0   (mgal)                       GRAV_OBS
 CZ1423
 CZ1423  VERT ORDER  -  FIRST     CLASS II
 CZ1423
 CZ1423.The horizontal coordinates were scaled from a topographic map and have
 CZ1423.an estimated accuracy of +/- 6 seconds.
 CZ1423
 CZ1423.The orthometric height was determined by differential leveling
 CZ1423.and adjusted in June 1991.
 CZ1423
 CZ1423.The geoid height was determined by GEOID03.
 CZ1423
 CZ1423.The dynamic height is computed by dividing the NAVD 88
 CZ1423.geopotential number by the normal gravity value computed on the
 CZ1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1423.degrees latitude (g = 980.6199 gals.).
 CZ1423
 CZ1423.The modeled gravity was interpolated from observed gravity values.
 CZ1423.The observed gravity was obtained from relative gravimeter ties
 CZ1423.to the IGSN71 gravity network.
 CZ1423
 CZ1423;                    North         East    Units  Estimated Accuracy
 CZ1423;SPC AZ C     -   150,930.      291,210.      MT  (+/- 180 meters Scaled)
 CZ1423
 CZ1423                          SUPERSEDED SURVEY CONTROL
 CZ1423
 CZ1423.No superseded survey control is available for this station.
 CZ1423
 CZ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA915801(NAD 83)
 CZ1423_MARKER: DB = BENCH MARK DISK
 CZ1423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1423_SP_SET: OVERPASS PIER
 CZ1423_STAMPING: W 423 1980
 CZ1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1423+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1423
 CZ1423  HISTORY     - Date     Condition        Report By
 CZ1423  HISTORY     - 1980     MONUMENTED       NGS
 CZ1423  HISTORY     - 19970309 GOOD             USPSQD
 CZ1423  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1423
 CZ1423                          STATION DESCRIPTION
 CZ1423
 CZ1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1423'19.2 KM NW FROM TUCSON.
 CZ1423'19.2 KILOMETERS (12.1 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1423'RAILROAD FROM THE STATION AT TUCSON, AT MILE POST 972, AT THE
 CZ1423'INTERSTATE HIGHWAY 10 BRIDGE OVER CORTARO ROAD, SET VERTICALLY IN
 CZ1423'THE NORTHEAST FACE OF THE NORTHEAST PIER OF THE SOUTHEAST ROW OF
 CZ1423'PIERS FOR THE WESTBOUND LANES, 9.4 METERS (31 FEET) SOUTHEAST OF THE
 CZ1423'CENTERLINE OF CORTARO ROAD.
 CZ1423'THE MARK IS 1.6 M ABOVE THE GROUND.
 CZ1423
 CZ1423                          STATION RECOVERY (1997)
 CZ1423
 CZ1423'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1423'RECOVERED IN GOOD CONDITION.
 CZ1423
 CZ1423                          STATION RECOVERY (2006)
 CZ1423
 CZ1423'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1440 ***********************************************************************
 CZ1440  DESIGNATION -  W 424
 CZ1440  PID         -  CZ1440
 CZ1440  STATE/COUNTY-  AZ/PINAL
 CZ1440  USGS QUAD   -  RED ROCK (1993)
 CZ1440
 CZ1440                         *CURRENT SURVEY CONTROL
 CZ1440  ___________________________________________________________________
 CZ1440* NAD 83(1986)-  32 31 14.     (N)    111 16 38.     (W)     SCALED    
 CZ1440* NAVD 88     -       591.164  (meters)    1939.51   (feet)  ADJUSTED  
 CZ1440  ___________________________________________________________________
 CZ1440  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CZ1440  DYNAMIC HT  -         590.392 (meters)    1936.98  (feet)  COMP
 CZ1440  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 CZ1440
 CZ1440  VERT ORDER  -  FIRST     CLASS II
 CZ1440
 CZ1440.The horizontal coordinates were scaled from a topographic map and have
 CZ1440.an estimated accuracy of +/- 6 seconds.
 CZ1440
 CZ1440.The orthometric height was determined by differential leveling
 CZ1440.and adjusted in June 1991.
 CZ1440
 CZ1440.The geoid height was determined by GEOID03.
 CZ1440
 CZ1440.The dynamic height is computed by dividing the NAVD 88
 CZ1440.geopotential number by the normal gravity value computed on the
 CZ1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1440.degrees latitude (g = 980.6199 gals.).
 CZ1440
 CZ1440.The modeled gravity was interpolated from observed gravity values.
 CZ1440
 CZ1440;                    North         East    Units  Estimated Accuracy
 CZ1440;SPC AZ C     -   168,770.      273,430.      MT  (+/- 180 meters Scaled)
 CZ1440
 CZ1440                          SUPERSEDED SURVEY CONTROL
 CZ1440
 CZ1440.No superseded survey control is available for this station.
 CZ1440
 CZ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA739981(NAD 83)
 CZ1440_MARKER: I = METAL ROD
 CZ1440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1440_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1440_STAMPING: W 424 1980
 CZ1440_PROJECTION: FLUSH
 CZ1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1440+STABILITY: POSITION/ELEVATION WELL
 CZ1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1440+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1440_ROD/PIPE-DEPTH: 9.7  meters
 CZ1440_SLEEVE-DEPTH  : 7.9 meters
 CZ1440
 CZ1440  HISTORY     - Date     Condition        Report By
 CZ1440  HISTORY     - 1980     MONUMENTED       NGS
 CZ1440  HISTORY     - 20040603 GOOD             NGS
 CZ1440  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1440
 CZ1440                          STATION DESCRIPTION
 CZ1440
 CZ1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1440'44.6 KM NW FROM TUCSON.
 CZ1440'44.6 KILOMETERS (27.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1440'COMPANY RAILROAD FROM THE STATION AT TUCSON, 0.4 KILOMETER
 CZ1440'(0.25 MILE) SOUTHEAST OF RAILROAD MILE POST 956, AT THE
 CZ1440'T-JUNCTION OF THE FRONTAGE ROAD AND A PAVED ROAD LEADING
 CZ1440'NORTHEAST, 2.25 METERS (7.4 FEET) NORTHEAST OF A POWER POLE
 CZ1440'WITH ONE GUY WIRE, SET IN THE NORTH CORNER OF THE INTERSECTION
 CZ1440'OF THE RAILROAD AND THE PAVED ROAD AND IN LINE WITH THE POWER POLES,
 CZ1440'17.5 METERS (57.4 FEET) NORTHEAST OF THE NORTHEAST RAIL, 21.0
 CZ1440'METERS (69.0 FEET) NORTH OF THE INTERSECTION OF THE ROAD CENTERLINE
 CZ1440'AND THE NORTHEAST RAIL, 14.9 METERS (49 FEET) NORTHWEST OF THE CENTER
 CZ1440'LINE OF THE PAVED ROAD, 18.6 METERS (61 FEET) WEST OF THE WEST
 CZ1440'CORNER OF A CANCRETE FOUNDATION FOR A CATTLE GUARD, 12.5 METERS
 CZ1440'(41.0 FEET) SOUTHWEST OF THE NORTHEAST RAILROAD RIGHT-OF-WAY
 CZ1440'FENCE.
 CZ1440'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CZ1440'THE MARK IS 0.3 M BELOW THE RAILROAD.
 CZ1440
 CZ1440                          STATION RECOVERY (2004)
 CZ1440
 CZ1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CZ1440'ROAD TO NW IS MISSILE BASE ROAD.  RR IS NOW UNION PACIFIC.  CONCRETE
 CZ1440'COLLAR NOW PROJECTS 5 CM.
 CZ1440
 CZ1440                          STATION RECOVERY (2006)
 CZ1440
 CZ1440'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0010 ***********************************************************************
 DU0010  DESIGNATION -  W 43
 DU0010  PID         -  DU0010
 DU0010  STATE/COUNTY-  AZ/GILA
 DU0010  USGS QUAD   -  FORKS BUTTE (1978)
 DU0010
 DU0010                         *CURRENT SURVEY CONTROL
 DU0010  ___________________________________________________________________
 DU0010* NAD 83(1986)-  33 43 19.     (N)    110 10 09.     (W)     SCALED    
 DU0010* NAVD 88     -      1449.513  (meters)    4755.61   (feet)  ADJUSTED  
 DU0010  ___________________________________________________________________
 DU0010  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 DU0010  DYNAMIC HT  -        1447.452 (meters)    4748.85  (feet)  COMP
 DU0010  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 DU0010
 DU0010  VERT ORDER  -  FIRST     CLASS II
 DU0010
 DU0010.The horizontal coordinates were scaled from a topographic map and have
 DU0010.an estimated accuracy of +/- 6 seconds.
 DU0010
 DU0010.The orthometric height was determined by differential leveling
 DU0010.and adjusted in June 1991.
 DU0010
 DU0010.The geoid height was determined by GEOID03.
 DU0010
 DU0010.The dynamic height is computed by dividing the NAVD 88
 DU0010.geopotential number by the normal gravity value computed on the
 DU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0010.degrees latitude (g = 980.6199 gals.).
 DU0010
 DU0010.The modeled gravity was interpolated from observed gravity values.
 DU0010
 DU0010;                    North         East    Units  Estimated Accuracy
 DU0010;SPC AZ E     -   301,820.      213,130.      MT  (+/- 180 meters Scaled)
 DU0010
 DU0010                          SUPERSEDED SURVEY CONTROL
 DU0010
 DU0010  NGVD 29 (??/??/92) 1448.849  (m)         4753.43   (f) ADJ UNCH    1 2
 DU0010
 DU0010.Superseded values are not recommended for survey control.
 DU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0010.See file dsdata.txt to determine how the superseded data were derived.
 DU0010
 DU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC769316(NAD 83)
 DU0010_MARKER: DB = BENCH MARK DISK
 DU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0010_STAMPING: W 43 1934
 DU0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0010+STABILITY: SURFACE MOTION
 DU0010
 DU0010  HISTORY     - Date     Condition        Report By
 DU0010  HISTORY     - 1934     MONUMENTED       CGS
 DU0010
 DU0010                          STATION DESCRIPTION
 DU0010
 DU0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0010'19.0 MI SW FROM WHITERIVER.
 DU0010'IN GILA COUNTY, 19.0 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0010'WHITERIVER, NAVAJO COUNTY, 1.4 MILES SOUTHWEST OF THE BRIDGE OVER
 DU0010'WHITE RIVER, AT A CURVE IN THE HIGHWAY, 22 FEET EAST OF THE CENTERLINE
 DU0010'OF THE HIGHWAY, AND 4 FEET WEST OF A SMALL WASH.  A STANDARD DISK,
 DU0010'STAMPED W 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2366 ***********************************************************************
 CZ2366  DESIGNATION -  W 43
 CZ2366  PID         -  CZ2366
 CZ2366  STATE/COUNTY-  AZ/PINAL
 CZ2366  USGS QUAD   -  STANFIELD (1992)
 CZ2366
 CZ2366                         *CURRENT SURVEY CONTROL
 CZ2366  ___________________________________________________________________
 CZ2366* NAD 83(1992)-  32 53 37.59262(N)    111 52 40.17722(W)     ADJUSTED  
 CZ2366* NAVD 88     -       404.36   (+/-2cm)    1326.6    (feet)  VERTCON   
 CZ2366  ___________________________________________________________________
 CZ2366  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CZ2366  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ2366  HORZ ORDER  -  FIRST
 CZ2366  VERT ORDER  -  THIRD ? (See Below)
 CZ2366
 CZ2366.The horizontal coordinates were established by classical geodetic methods
 CZ2366.and adjusted by the National Geodetic Survey in August 1993.
 CZ2366
 CZ2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2366.The vertical order pertains to the NGVD 29 superseded value.
 CZ2366
 CZ2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2366
 CZ2366.The geoid height was determined by GEOID03.
 CZ2366
 CZ2366;                    North         East     Units Scale Factor Converg.
 CZ2366;SPC AZ C     -   209,972.744   216,993.671   MT  0.99990016   +0 01 15.9
 CZ2366;SPC AZ C     -   688,886.96    711,921.49   iFT  0.99990016   +0 01 15.9
 CZ2366;UTM  12      - 3,639,852.597   417,897.608   MT  0.99968311   -0 28 36.3
 CZ2366
 CZ2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2366!SPC AZ C     -   0.99994128  x   0.99990016  =   0.99984145
 CZ2366!UTM  12      -   0.99994128  x   0.99968311  =   0.99962441
 CZ2366
 CZ2366:                Primary Azimuth Mark                     Grid Az
 CZ2366:SPC AZ C     -  AC 43X                                   085 23 59.0
 CZ2366:UTM  12      -  AC 43X                                   085 53 51.2
 CZ2366
 CZ2366|---------------------------------------------------------------------|
 CZ2366| PID    Reference Object                     Distance      Geod. Az  |
 CZ2366|                                                           dddmmss.s |
 CZ2366| CZ2272 AC 43X                              APPROX. 9.9 KM 0852514.9 |
 CZ2366| CH5666 W 43 RM E                             8.843 METERS 08822     |
 CZ2366| CH5667 W 43 RM S                             8.832 METERS 17830     |
 CZ2366|---------------------------------------------------------------------|
 CZ2366
 CZ2366                          SUPERSEDED SURVEY CONTROL
 CZ2366
 CZ2366  NAD 83(1986)-  32 53 37.58597(N)    111 52 40.17866(W) AD(       ) 1
 CZ2366  NAD 27      -  32 53 37.39838(N)    111 52 37.69704(W) AD(       ) 1
 CZ2366  NGVD 29 (07/19/86)  403.75   (m)         1324.6    (f) LEVELING    3  
 CZ2366
 CZ2366.Superseded values are not recommended for survey control.
 CZ2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2366.See file dsdata.txt to determine how the superseded data were derived.
 CZ2366
 CZ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1789839853(NAD 83)
 CZ2366_MARKER: DD = SURVEY DISK
 CZ2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2366+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2366
 CZ2366  HISTORY     - Date     Condition        Report By
 CZ2366  HISTORY     - 1966     MONUMENTED       DMA
 CZ2366  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2366
 CZ2366                          STATION DESCRIPTION
 CZ2366
 CZ2366'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2366'T-6-S.  R-4-E.  IN SECTION 24 NEAR THE NORTHEAST CORNER.
 CZ2366'
 CZ2366'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2366'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2366'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2366'IS STAMPED--W 43 1966 ARMY MAP SERVICE.
 CZ2366'
 CZ2366'THE STATION MARK IS LOCATED 86.0 FEET SOUTH OF THE CENTERLINE OF
 CZ2366'EAST-WEST ROAD.  86.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2366'ROAD.  52.5 FEET WEST OF POWERLINE.  115.8 FEET SOUTH OF POWERLINE.
 CZ2366'
 CZ2366'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2366'CASA GRANDE, GO WEST ON 84 FOR 7 MILES TO A CROSSROAD
 CZ2366'(MIDWAY ROAD).  TURN RIGHT AND GO NORTH ON MIDWAY ROAD FOR 1 MILE
 CZ2366'TO A CROSSROAD AND THE STATION SITE.
 CZ2366'
 CZ2366'A CONCRETE PANEL PAINTED TO CONTRAST WITH SURROUNDING SOIL WILL
 CZ2366'BE CONSTRUCTED, CENTERED ON THIS STATION.
 CZ2366
 CZ2366                          STATION RECOVERY (2007)
 CZ2366
 CZ2366'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0436 ***********************************************************************
 DT0436  DESIGNATION -  W 430
 DT0436  PID         -  DT0436
 DT0436  STATE/COUNTY-  AZ/GRAHAM
 DT0436  USGS QUAD   -  FORT THOMAS (1989)
 DT0436
 DT0436                         *CURRENT SURVEY CONTROL
 DT0436  ___________________________________________________________________
 DT0436* NAD 83(1986)-  33 01 37.     (N)    109 57 28.     (W)     SCALED    
 DT0436* NAVD 88     -       829.943  (meters)    2722.90   (feet)  ADJUSTED  
 DT0436  ___________________________________________________________________
 DT0436  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DT0436  DYNAMIC HT  -         828.807 (meters)    2719.18  (feet)  COMP
 DT0436  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 DT0436
 DT0436  VERT ORDER  -  FIRST     CLASS II
 DT0436
 DT0436.The horizontal coordinates were scaled from a topographic map and have
 DT0436.an estimated accuracy of +/- 6 seconds.
 DT0436
 DT0436.The orthometric height was determined by differential leveling
 DT0436.and adjusted in June 1991.
 DT0436
 DT0436.The geoid height was determined by GEOID03.
 DT0436
 DT0436.The dynamic height is computed by dividing the NAVD 88
 DT0436.geopotential number by the normal gravity value computed on the
 DT0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0436.degrees latitude (g = 980.6199 gals.).
 DT0436
 DT0436.The modeled gravity was interpolated from observed gravity values.
 DT0436
 DT0436;                    North         East    Units  Estimated Accuracy
 DT0436;SPC AZ E     -   224,760.      232,870.      MT  (+/- 180 meters Scaled)
 DT0436
 DT0436                          SUPERSEDED SURVEY CONTROL
 DT0436
 DT0436.No superseded survey control is available for this station.
 DT0436
 DT0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB973547(NAD 83)
 DT0436_MARKER: I = METAL ROD
 DT0436_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DT0436_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DT0436_STAMPING: W 430 1979
 DT0436_PROJECTION: FLUSH
 DT0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0436+STABILITY: POSITION/ELEVATION WELL
 DT0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DT0436+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0436_ROD/PIPE-DEPTH: 10.7 meters
 DT0436_SLEEVE-DEPTH  : 8.84 meters
 DT0436
 DT0436  HISTORY     - Date     Condition        Report By
 DT0436  HISTORY     - 1979     MONUMENTED       NGS
 DT0436  HISTORY     - 20081009 GOOD             GEOCAC
 DT0436
 DT0436                          STATION DESCRIPTION
 DT0436
 DT0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0436'0.8 MI SE FROM FT THOMAS.
 DT0436'0.8 MILE SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DT0436'FT. THOMAS, 0.35 MILE SOUTH OF HIGHWAY MILE POST 307, 250 FEET WEST
 DT0436'OF THE CENTERLINE OF THE HIGHWAY, 101 FEET WEST OF THE WEST RAIL OF
 DT0436'THE SOUTHERN PACIFIC RAILROAD TRACKS, 62 FEET SOUTH OF THE
 DT0436'CENTERLINE OF A PAVED ROAD, 62 FEET SOUTHWEST OF A POWER POLE WITH
 DT0436'A SMALL TRANSFORMER, 16.5 FEET WEST OF THE CENTERLINE OF A DIRT
 DT0436'TRACK ROAD AND 4 FEET EAST OF IRON BRACE POLES SUPPORTING A FENCE.
 DT0436'THE MARK IS 2 FT  S FROM A WITNESS POST.
 DT0436'THE MARK IS ABOVE LEVEL WITH ROAD.
 DT0436
 DT0436                          STATION RECOVERY (2008)
 DT0436
 DT0436'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0436'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0436'01.617' W109  57.488'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0247 ***********************************************************************
 CF0247  DESIGNATION -  W 431
 CF0247  PID         -  CF0247
 CF0247  STATE/COUNTY-  AZ/COCHISE
 CF0247  USGS QUAD   -  DOUGLAS (1978)
 CF0247
 CF0247                         *CURRENT SURVEY CONTROL
 CF0247  ___________________________________________________________________
 CF0247* NAD 83(1986)-  31 21 09.     (N)    109 34 45.     (W)     SCALED    
 CF0247* NAVD 88     -      1202.156  (meters)    3944.07   (feet)  ADJUSTED  
 CF0247  ___________________________________________________________________
 CF0247  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CF0247  DYNAMIC HT  -        1200.275 (meters)    3937.90  (feet)  COMP
 CF0247  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 CF0247
 CF0247  VERT ORDER  -  FIRST     CLASS II
 CF0247
 CF0247.The horizontal coordinates were scaled from a topographic map and have
 CF0247.an estimated accuracy of +/- 6 seconds.
 CF0247
 CF0247.The orthometric height was determined by differential leveling
 CF0247.and adjusted in June 1991.
 CF0247
 CF0247.The geoid height was determined by GEOID03.
 CF0247
 CF0247.The dynamic height is computed by dividing the NAVD 88
 CF0247.geopotential number by the normal gravity value computed on the
 CF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0247.degrees latitude (g = 980.6199 gals.).
 CF0247
 CF0247.The modeled gravity was interpolated from observed gravity values.
 CF0247
 CF0247;                    North         East    Units  Estimated Accuracy
 CF0247;SPC AZ E     -    39,230.      269,260.      MT  (+/- 180 meters Scaled)
 CF0247
 CF0247                          SUPERSEDED SURVEY CONTROL
 CF0247
 CF0247.No superseded survey control is available for this station.
 CF0247
 CF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV351695(NAD 83)
 CF0247_MARKER: I = METAL ROD
 CF0247_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CF0247_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CF0247_STAMPING: W 431 1980
 CF0247_PROJECTION: FLUSH
 CF0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0247+STABILITY: POSITION/ELEVATION WELL
 CF0247_ROD/PIPE-DEPTH: 9.1  meters
 CF0247_SLEEVE-DEPTH  : 7.6 meters
 CF0247
 CF0247  HISTORY     - Date     Condition        Report By
 CF0247  HISTORY     - 1980     MONUMENTED       NGS
 CF0247
 CF0247                          STATION DESCRIPTION
 CF0247
 CF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0247'2.1 KM WEST FROM DOUGLAS.
 CF0247'2.1 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0247'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, AT THE
 CF0247'NORTHEAST CORNER OF THE JUNCTION WITH U.S. HIGHWAY 666,
 CF0247'32.9 METERS (108 FEET) NORTH OF THE CENTERLINE OF THE WESTBOUND
 CF0247'LANES OF 80, 27.1 METERS (89 FEET) EAST OF THE
 CF0247'CENTERLINE OF 666, 19.2 METERS (63 FEET) EAST OF A METAL
 CF0247'LAMP POLE NUMBER 005, 14.9 METERS (49 FEET) NORTH-NORTHEAST
 CF0247'OF THE NORTH END OF A DOUBLE BOX CULVERT, 3.8 METERS (12.5 FEET)
 CF0247'NORTH OF THE SOUTH CORNER OF RIGHT-OF-WAY FENCE, 0.9 METER
 CF0247'(3 FEET) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0247'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CF0247'THE MARK IS 0.6 M ABOVE CENTERLINE OF HIGHWAY 666.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0707 ***********************************************************************
 CY0707  DESIGNATION -  W 436
 CY0707  PID         -  CY0707
 CY0707  STATE/COUNTY-  AZ/GRAHAM
 CY0707  USGS QUAD   -  ARTESIA (1966)
 CY0707
 CY0707                         *CURRENT SURVEY CONTROL
 CY0707  ___________________________________________________________________
 CY0707* NAD 83(1986)-  32 42 24.     (N)    109 42 27.     (W)     SCALED    
 CY0707* NAVD 88     -       999.077  (meters)    3277.81   (feet)  ADJUSTED  
 CY0707  ___________________________________________________________________
 CY0707  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CY0707  DYNAMIC HT  -         997.658 (meters)    3273.15  (feet)  COMP
 CY0707  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 CY0707
 CY0707  VERT ORDER  -  FIRST     CLASS II
 CY0707
 CY0707.The horizontal coordinates were scaled from a topographic map and have
 CY0707.an estimated accuracy of +/- 6 seconds.
 CY0707
 CY0707.The orthometric height was determined by differential leveling
 CY0707.and adjusted in June 1991.
 CY0707
 CY0707.The geoid height was determined by GEOID03.
 CY0707
 CY0707.The dynamic height is computed by dividing the NAVD 88
 CY0707.geopotential number by the normal gravity value computed on the
 CY0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0707.degrees latitude (g = 980.6199 gals.).
 CY0707
 CY0707.The modeled gravity was interpolated from observed gravity values.
 CY0707
 CY0707;                    North         East    Units  Estimated Accuracy
 CY0707;SPC AZ E     -   189,320.      256,410.      MT  (+/- 180 meters Scaled)
 CY0707
 CY0707                          SUPERSEDED SURVEY CONTROL
 CY0707
 CY0707.No superseded survey control is available for this station.
 CY0707
 CY0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB211195(NAD 83)
 CY0707_MARKER: DB = BENCH MARK DISK
 CY0707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0707_SP_SET: STAINLESS STEEL ROD
 CY0707_STAMPING: W 436 1979
 CY0707_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0707+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0707_ROD/PIPE-DEPTH: 2.74 meters
 CY0707
 CY0707  HISTORY     - Date     Condition        Report By
 CY0707  HISTORY     - 1979     MONUMENTED       NGS
 CY0707  HISTORY     - 20081010 GOOD             GEOCAC
 CY0707
 CY0707                          STATION DESCRIPTION
 CY0707
 CY0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0707'9.0 MI SOUTH FROM SAFFORD.
 CY0707'9.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0707'HIGHWAY 70 IN SAFFORD, 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0707'34 FEET SOUTH OF THE SOUTH END OF AN OPENING IN THE RIGHT-OF-WAY
 CY0707'FENCE (NO GATE AT PRESENT), 27.5 FEET EAST OF MILE POST 112 ON THE
 CY0707'EAST SIDE OF THE HIGHWAY, 7.5 FEET NORTH OF ARIZONA DOT BENCH MARK
 CY0707'1569-T AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN
 CY0707'TO REFUSAL.
 CY0707'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0707'THE MARK IS 1 FT BELOW THE HIGHWAY.
 CY0707
 CY0707                          STATION RECOVERY (2008)
 CY0707
 CY0707'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0707'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0707'42.380' W109  42.462'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1136 ***********************************************************************
 DU1136  DESIGNATION -  W 437
 DU1136  PID         -  DU1136
 DU1136  STATE/COUNTY-  AZ/GRAHAM
 DU1136  USGS QUAD   -  SAN CARLOS (1979)
 DU1136
 DU1136                         *CURRENT SURVEY CONTROL
 DU1136  ___________________________________________________________________
 DU1136* NAD 83(1986)-  33 17 24.     (N)    110 24 40.     (W)     SCALED    
 DU1136* NAVD 88     -       851.196  (meters)    2792.63   (feet)  ADJUSTED  
 DU1136  ___________________________________________________________________
 DU1136  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DU1136  DYNAMIC HT  -         850.060 (meters)    2788.91  (feet)  COMP
 DU1136  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 DU1136
 DU1136  VERT ORDER  -  FIRST     CLASS II
 DU1136
 DU1136.The horizontal coordinates were scaled from a topographic map and have
 DU1136.an estimated accuracy of +/- 6 seconds.
 DU1136
 DU1136.The orthometric height was determined by differential leveling
 DU1136.and adjusted in June 1991.
 DU1136
 DU1136.The geoid height was determined by GEOID03.
 DU1136
 DU1136.The dynamic height is computed by dividing the NAVD 88
 DU1136.geopotential number by the normal gravity value computed on the
 DU1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1136.degrees latitude (g = 980.6199 gals.).
 DU1136
 DU1136.The modeled gravity was interpolated from observed gravity values.
 DU1136
 DU1136;                    North         East    Units  Estimated Accuracy
 DU1136;SPC AZ E     -   253,940.      190,590.      MT  (+/- 180 meters Scaled)
 DU1136
 DU1136                          SUPERSEDED SURVEY CONTROL
 DU1136
 DU1136.No superseded survey control is available for this station.
 DU1136
 DU1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB548835(NAD 83)
 DU1136_MARKER: DB = BENCH MARK DISK
 DU1136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1136_SP_SET: STAINLESS STEEL ROD
 DU1136_STAMPING: W 437 1979
 DU1136_PROJECTION: FLUSH
 DU1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1136+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1136_ROD/PIPE-DEPTH: 2.7  meters
 DU1136
 DU1136  HISTORY     - Date     Condition        Report By
 DU1136  HISTORY     - 1979     MONUMENTED       NGS
 DU1136  HISTORY     - 20081008 GOOD             GEOCAC
 DU1136
 DU1136                          STATION DESCRIPTION
 DU1136
 DU1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1136'39.0 KM SE FROM GLOBE.
 DU1136'39.0 KILOMETERS (22.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1136'THE NEW COUNTY COURTHOUSE IN GLOBE, 30.2 METERS (99 FEET) SOUTH OF
 DU1136'THE CENTERLINE OF THE HIGHWAY, 44.0 METERS (145 FEET) SOUTHEAST OF
 DU1136'HIGHWAY MILE POST 274, 6.3 METERS (20.5 FEET) WEST OF THE CENTERLINE
 DU1136'OF A DIRT ROAD LEADING SOUTH AND 0.3 METER (1 FOOT) NORTH OF THE
 DU1136'RIGHT-OF-WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 DU1136'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 DU1136'THE MARK IS 1 M ABOVE THE HIGHWAY.
 DU1136
 DU1136                          STATION RECOVERY (2008)
 DU1136
 DU1136'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1136'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1136'17.384' W110  24.647'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0437 ***********************************************************************
 DT0437  DESIGNATION -  W 438
 DT0437  PID         -  DT0437
 DT0437  STATE/COUNTY-  AZ/GRAHAM
 DT0437  USGS QUAD   -  FORT THOMAS (1989)
 DT0437
 DT0437                         *CURRENT SURVEY CONTROL
 DT0437  ___________________________________________________________________
 DT0437* NAD 83(1986)-  33 02 10.     (N)    109 57 48.     (W)     SCALED    
 DT0437* NAVD 88     -       827.276  (meters)    2714.15   (feet)  ADJUSTED  
 DT0437  ___________________________________________________________________
 DT0437  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DT0437  DYNAMIC HT  -         826.145 (meters)    2710.44  (feet)  COMP
 DT0437  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 DT0437
 DT0437  VERT ORDER  -  FIRST     CLASS II
 DT0437
 DT0437.The horizontal coordinates were scaled from a topographic map and have
 DT0437.an estimated accuracy of +/- 6 seconds.
 DT0437
 DT0437.The orthometric height was determined by differential leveling
 DT0437.and adjusted in June 1991.
 DT0437
 DT0437.The geoid height was determined by GEOID03.
 DT0437
 DT0437.The dynamic height is computed by dividing the NAVD 88
 DT0437.geopotential number by the normal gravity value computed on the
 DT0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0437.degrees latitude (g = 980.6199 gals.).
 DT0437
 DT0437.The modeled gravity was interpolated from observed gravity values.
 DT0437
 DT0437;                    North         East    Units  Estimated Accuracy
 DT0437;SPC AZ E     -   225,770.      232,350.      MT  (+/- 180 meters Scaled)
 DT0437
 DT0437                          SUPERSEDED SURVEY CONTROL
 DT0437
 DT0437.No superseded survey control is available for this station.
 DT0437
 DT0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB968557(NAD 83)
 DT0437_MARKER: DB = BENCH MARK DISK
 DT0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0437_SP_SET: STAINLESS STEEL ROD
 DT0437_STAMPING: W 438 1979
 DT0437_PROJECTION: FLUSH
 DT0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0437+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0437_ROD/PIPE-DEPTH: 7.62 meters
 DT0437
 DT0437  HISTORY     - Date     Condition        Report By
 DT0437  HISTORY     - 1979     MONUMENTED       NGS
 DT0437  HISTORY     - 20081009 GOOD             GEOCAC
 DT0437
 DT0437                          STATION DESCRIPTION
 DT0437
 DT0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0437'IN FT THOMAS.
 DT0437'DIRECTLY SOUTHWEST ACROSS U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DT0437'FT. THOMAS, ON THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY, 44.5 FEET
 DT0437'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 126 FEET NORTHWEST
 DT0437'OF A THREE-WAY CORNER IN THE RIGHT-OF-WAY FENCE, 61 FEET SOUTHEAST
 DT0437'OF AN EAST CORNER POST IN THE RAILROAD RIGHT-OF-WAY FENCE, 18 FEET
 DT0437'SOUTHWEST OF A POWER LINE POLE WITH 3 GUY WIRES AND 1 FOOT NORTHEAST
 DT0437'OF THE RAILROAD RIGHT-OF-WAY FENCE.
 DT0437'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 DT0437'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DT0437
 DT0437                          STATION RECOVERY (2008)
 DT0437
 DT0437'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0437'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0437'02.160' W109  57.821'. THE CAP IS MISSING, AND THE UPPER COLLAR OF THE
 DT0437'PVC PIPE IS BURNED AND MELTED, AS IF FROM A BRUSH FIRE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0082 ***********************************************************************
 DU0082  DESIGNATION -  W 44
 DU0082  PID         -  DU0082
 DU0082  STATE/COUNTY-  AZ/GILA
 DU0082  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0082
 DU0082                         *CURRENT SURVEY CONTROL
 DU0082  ___________________________________________________________________
 DU0082* NAD 83(1986)-  33 28 03.     (N)    110 26 09.     (W)     SCALED    
 DU0082* NAVD 88     -      1029.860  (meters)    3378.80   (feet)  ADJUSTED  
 DU0082  ___________________________________________________________________
 DU0082  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DU0082  DYNAMIC HT  -        1028.474 (meters)    3374.25  (feet)  COMP
 DU0082  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 DU0082
 DU0082  VERT ORDER  -  FIRST     CLASS II
 DU0082
 DU0082.The horizontal coordinates were scaled from a topographic map and have
 DU0082.an estimated accuracy of +/- 6 seconds.
 DU0082
 DU0082.The orthometric height was determined by differential leveling
 DU0082.and adjusted in June 1991.
 DU0082
 DU0082.The geoid height was determined by GEOID03.
 DU0082
 DU0082.The dynamic height is computed by dividing the NAVD 88
 DU0082.geopotential number by the normal gravity value computed on the
 DU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0082.degrees latitude (g = 980.6199 gals.).
 DU0082
 DU0082.The modeled gravity was interpolated from observed gravity values.
 DU0082
 DU0082;                    North         East    Units  Estimated Accuracy
 DU0082;SPC AZ E     -   273,630.      188,340.      MT  (+/- 180 meters Scaled)
 DU0082
 DU0082                          SUPERSEDED SURVEY CONTROL
 DU0082
 DU0082  NGVD 29 (??/??/92) 1029.251  (m)         3376.80   (f) ADJ UNCH    1 2
 DU0082
 DU0082.Superseded values are not recommended for survey control.
 DU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0082.See file dsdata.txt to determine how the superseded data were derived.
 DU0082
 DU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC524032(NAD 83)
 DU0082_MARKER: DB = BENCH MARK DISK
 DU0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0082_STAMPING: W 44 1934
 DU0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0082+STABILITY: SURFACE MOTION
 DU0082
 DU0082  HISTORY     - Date     Condition        Report By
 DU0082  HISTORY     - 1934     MONUMENTED       CGS
 DU0082  HISTORY     - 1965     GOOD             NGS
 DU0082
 DU0082                          STATION DESCRIPTION
 DU0082
 DU0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0082'9.6 MI N FROM SAN CARLOS.
 DU0082'9.6 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0082'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 86 FEET EAST OF A
 DU0082'ROW OF POLES.  A STANDARD DISK, STAMPED W 44 1934 AND SET IN THE TOP
 DU0082'OF A CONCRETE POST.
 DU0082
 DU0082                          STATION RECOVERY (1965)
 DU0082
 DU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DU0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0106 ***********************************************************************
 ES0106  DESIGNATION -  W 45
 ES0106  PID         -  ES0106
 ES0106  STATE/COUNTY-  AZ/NAVAJO
 ES0106  USGS QUAD   -  TAYLOR (1970)
 ES0106
 ES0106                         *CURRENT SURVEY CONTROL
 ES0106  ___________________________________________________________________
 ES0106* NAD 83(1986)-  34 24 30.     (N)    110 02 11.     (W)     SCALED    
 ES0106* NAVD 88     -      1755.091  (meters)    5758.16   (feet)  ADJUSTED  
 ES0106  ___________________________________________________________________
 ES0106  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 ES0106  DYNAMIC HT  -        1752.549 (meters)    5749.82  (feet)  COMP
 ES0106  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 ES0106
 ES0106  VERT ORDER  -  FIRST     CLASS II
 ES0106
 ES0106.The horizontal coordinates were scaled from a topographic map and have
 ES0106.an estimated accuracy of +/- 6 seconds.
 ES0106
 ES0106.The orthometric height was determined by differential leveling
 ES0106.and adjusted in June 1991.
 ES0106
 ES0106.The geoid height was determined by GEOID03.
 ES0106
 ES0106.The dynamic height is computed by dividing the NAVD 88
 ES0106.geopotential number by the normal gravity value computed on the
 ES0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0106.degrees latitude (g = 980.6199 gals.).
 ES0106
 ES0106.The modeled gravity was interpolated from observed gravity values.
 ES0106
 ES0106;                    North         East    Units  Estimated Accuracy
 ES0106;SPC AZ E     -   377,950.      225,340.      MT  (+/- 180 meters Scaled)
 ES0106
 ES0106                          SUPERSEDED SURVEY CONTROL
 ES0106
 ES0106  NGVD 29 (??/??/92) 1754.264  (m)         5755.45   (f) ADJ UNCH    1 2
 ES0106
 ES0106.Superseded values are not recommended for survey control.
 ES0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0106.See file dsdata.txt to determine how the superseded data were derived.
 ES0106
 ES0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD885078(NAD 83)
 ES0106_MARKER: DB = BENCH MARK DISK
 ES0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0106_STAMPING: W-45 1934
 ES0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0106+STABILITY: SURFACE MOTION
 ES0106
 ES0106  HISTORY     - Date     Condition        Report By
 ES0106  HISTORY     - 1934     MONUMENTED       CGS
 ES0106  HISTORY     - 1983     GOOD             NGS
 ES0106  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 ES0106
 ES0106                          STATION DESCRIPTION
 ES0106
 ES0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0106'7.2 MI S FROM SNOW FLAKE.
 ES0106'7.2 MILES SOUTH OF, ALONG APACHE RAILROAD 99 FEET WEST OF CENTER LINE
 ES0106'OF TRACK.  75 FEET WEST OF MILEPOST NO. 42.  SET IN CONCRETE POST 11
 ES0106'INCHES ABOVE SURFACE OF GROUND.
 ES0106
 ES0106                          STATION RECOVERY (1983)
 ES0106
 ES0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0106'RECOVERED IN GOOD CONDITION.
 ES0106
 ES0106                          STATION RECOVERY (2004)
 ES0106
 ES0106'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0106'MARK NOT FOUND.
 ES0106'RAILROAD REMOVED MID EIGHTIES. TRACTS FROM SNOW FLAKE TO HALBROOK FOR
 ES0106'LOGGING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2360 ***********************************************************************
 CZ2360  DESIGNATION -  W 45
 CZ2360  PID         -  CZ2360
 CZ2360  STATE/COUNTY-  AZ/PINAL
 CZ2360  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2360
 CZ2360                         *CURRENT SURVEY CONTROL
 CZ2360  ___________________________________________________________________
 CZ2360* NAD 83(1992)-  32 51 54.56497(N)    111 52 38.62657(W)     ADJUSTED  
 CZ2360* NAVD 88     -       408.90   (+/-2cm)    1341.5    (feet)  VERTCON   
 CZ2360  ___________________________________________________________________
 CZ2360  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CZ2360  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ2360  HORZ ORDER  -  FIRST
 CZ2360  VERT ORDER  -  THIRD ? (See Below)
 CZ2360
 CZ2360.The horizontal coordinates were established by classical geodetic methods
 CZ2360.and adjusted by the National Geodetic Survey in August 1993.
 CZ2360
 CZ2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2360.The vertical order pertains to the NGVD 29 superseded value.
 CZ2360
 CZ2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2360
 CZ2360.The geoid height was determined by GEOID03.
 CZ2360
 CZ2360;                    North         East     Units Scale Factor Converg.
 CZ2360;SPC AZ C     -   206,799.186   217,035.150   MT  0.99990017   +0 01 16.7
 CZ2360;SPC AZ C     -   678,475.02    712,057.58   iFT  0.99990017   +0 01 16.7
 CZ2360;UTM  12      - 3,636,679.487   417,911.517   MT  0.99968309   -0 28 34.2
 CZ2360
 CZ2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2360!SPC AZ C     -   0.99994057  x   0.99990017  =   0.99984075
 CZ2360!UTM  12      -   0.99994057  x   0.99968309  =   0.99962368
 CZ2360
 CZ2360:                Primary Azimuth Mark                     Grid Az
 CZ2360:SPC AZ C     -  AC 43X                                   068 02 29.0
 CZ2360:UTM  12      -  AC 43X                                   068 32 19.9
 CZ2360
 CZ2360|---------------------------------------------------------------------|
 CZ2360| PID    Reference Object                     Distance      Geod. Az  |
 CZ2360|                                                           dddmmss.s |
 CZ2360| CZ2272 AC 43X                              APPROX.10.6 KM 0680345.7 |
 CZ2360| CH5668 W 45 RM E                             8.818 METERS 08922     |
 CZ2360| CH5669 W 45 RM S                             8.827 METERS 17920     |
 CZ2360|---------------------------------------------------------------------|
 CZ2360
 CZ2360                          SUPERSEDED SURVEY CONTROL
 CZ2360
 CZ2360  NAD 83(1986)-  32 51 54.55833(N)    111 52 38.62777(W) AD(       ) 1
 CZ2360  NAD 27      -  32 51 54.36763(N)    111 52 36.14884(W) AD(       ) 1
 CZ2360  NGVD 29 (07/19/86)  408.29   (m)         1339.5    (f) LEVELING    3  
 CZ2360
 CZ2360.Superseded values are not recommended for survey control.
 CZ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2360.See file dsdata.txt to determine how the superseded data were derived.
 CZ2360
 CZ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1791236679(NAD 83)
 CZ2360_MARKER: DD = SURVEY DISK
 CZ2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2360
 CZ2360  HISTORY     - Date     Condition        Report By
 CZ2360  HISTORY     - 1966     MONUMENTED       DMA
 CZ2360  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2360
 CZ2360                          STATION DESCRIPTION
 CZ2360
 CZ2360'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2360'T-6-S.  R-5-E.  IN SECTION 30 NEAR THE SOUTHWEST CORNER.
 CZ2360'
 CZ2360'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2360'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2360'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2360'STAMPED--W 45 1966 ARMY MAP SERVICE.
 CZ2360'
 CZ2360'THE STATION MARK IS LOCATED 80 FEET EAST OF THE CENTERLINE
 CZ2360'OF NORTH-SOUTH ROAD.  86 FEET NORTH OF THE CENTERLINE OF
 CZ2360'EAST-WEST ROAD.  55 FEET EAST OF THE NORTH-SOUTH POWERLINE.
 CZ2360'
 CZ2360'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2360'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 7.0 MILES TO A CROSSROAD
 CZ2360'(MIDWAY ROAD).  TURN LEFT ON MIDWAY ROAD AND GO SOUTH FOR 1.0 MILE
 CZ2360'TO A CROSSROAD AND THE STATION SITE.
 CZ2360
 CZ2360                          STATION RECOVERY (2007)
 CZ2360
 CZ2360'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2360'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1148 ***********************************************************************
 DB1148  DESIGNATION -  W 469
 DB1148  PID         -  DB1148
 DB1148  STATE/COUNTY-  AZ/YUMA
 DB1148  USGS QUAD   -  FORTUNA (1979)
 DB1148
 DB1148                         *CURRENT SURVEY CONTROL
 DB1148  ___________________________________________________________________
 DB1148* NAD 83(1986)-  32 40 13.     (N)    114 27 46.     (W)     SCALED    
 DB1148* NAVD 88     -        76.831  (meters)     252.07   (feet)  ADJUSTED  
 DB1148  ___________________________________________________________________
 DB1148  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DB1148  DYNAMIC HT  -          76.742 (meters)     251.78  (feet)  COMP
 DB1148  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 DB1148
 DB1148  VERT ORDER  -  FIRST     CLASS II
 DB1148
 DB1148.The horizontal coordinates were scaled from a topographic map and have
 DB1148.an estimated accuracy of +/- 6 seconds.
 DB1148
 DB1148.The orthometric height was determined by differential leveling
 DB1148.and adjusted in June 1991.
 DB1148
 DB1148.The geoid height was determined by GEOID03.
 DB1148
 DB1148.The dynamic height is computed by dividing the NAVD 88
 DB1148.geopotential number by the normal gravity value computed on the
 DB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1148.degrees latitude (g = 980.6199 gals.).
 DB1148
 DB1148.The modeled gravity was interpolated from observed gravity values.
 DB1148
 DB1148;                    North         East    Units  Estimated Accuracy
 DB1148;SPC AZ W     -   185,420.      146,510.      MT  (+/- 180 meters Scaled)
 DB1148
 DB1148                          SUPERSEDED SURVEY CONTROL
 DB1148
 DB1148.No superseded survey control is available for this station.
 DB1148
 DB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS379175(NAD 83)
 DB1148_MARKER: I = METAL ROD
 DB1148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DB1148_SP_SET: STAINLESS STEEL ROD
 DB1148_STAMPING: W 469 1981
 DB1148_MARK LOGO: NGS   
 DB1148_PROJECTION: FLUSH
 DB1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1148_ROD/PIPE-DEPTH: 3.7  meters
 DB1148
 DB1148  HISTORY     - Date     Condition        Report By
 DB1148  HISTORY     - 1981     MONUMENTED       NGS
 DB1148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DB1148
 DB1148                          STATION DESCRIPTION
 DB1148
 DB1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1148'15.1 KM (9.4 MI) SE FROM YUMA.
 DB1148'15.1 KM (9.4 MI) SOUTHEAST ALONG U.S. HIGHWAY FROM THE JUNCTION OF
 DB1148'4TH AVENUE IN YUMA, AT A POWER LINE CROSSING, IN LINE WITH A ROW OF
 DB1148'POWER POLES, SET BETWEEN A POLE AND ITS TWO GUY WIRES, 22.4 M (73.5
 DB1148'FT) WEST OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH, 11.0 M (36.0
 DB1148'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.8 M (42.0 FT) SOUTHWEST
 DB1148'OF TELEPHONE JUNCTION BOX NUMBER 1431 AND A POWER POLE WITH SIX GUY
 DB1148'WIRES, 4.6 M (15.5 FT) WEST OF THE WEST ONE OF THE TWO GUY WIRES,
 DB1148'2.9 M (9.5 FT) EAST OF A POWER POLE.
 DB1148'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DB1148'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DB1148
 DB1148                          STATION RECOVERY (1989)
 DB1148
 DB1148'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 DB1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0161 ***********************************************************************
 ER0161  DESIGNATION -  W 47
 ER0161  PID         -  ER0161
 ER0161  STATE/COUNTY-  AZ/APACHE
 ER0161  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0161
 ER0161                         *CURRENT SURVEY CONTROL
 ER0161  ___________________________________________________________________
 ER0161* NAD 83(1986)-  34 35 52.     (N)    109 19 49.     (W)     SCALED    
 ER0161* NAVD 88     -      1711.454  (meters)    5615.00   (feet)  ADJUSTED  
 ER0161  ___________________________________________________________________
 ER0161  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 ER0161  DYNAMIC HT  -        1708.997 (meters)    5606.93  (feet)  COMP
 ER0161  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 ER0161
 ER0161  VERT ORDER  -  SECOND    CLASS 0
 ER0161
 ER0161.The horizontal coordinates were scaled from a topographic map and have
 ER0161.an estimated accuracy of +/- 6 seconds.
 ER0161
 ER0161.The orthometric height was determined by differential leveling
 ER0161.and adjusted in June 1991.
 ER0161
 ER0161.The geoid height was determined by GEOID03.
 ER0161
 ER0161.The dynamic height is computed by dividing the NAVD 88
 ER0161.geopotential number by the normal gravity value computed on the
 ER0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0161.degrees latitude (g = 980.6199 gals.).
 ER0161
 ER0161.The modeled gravity was interpolated from observed gravity values.
 ER0161
 ER0161;                    North         East    Units  Estimated Accuracy
 ER0161;SPC AZ E     -   399,280.      290,080.      MT  (+/- 180 meters Scaled)
 ER0161
 ER0161                          SUPERSEDED SURVEY CONTROL
 ER0161
 ER0161  NGVD 29 (??/??/92) 1710.608  (m)         5612.22   (f) ADJ UNCH    2 0
 ER0161
 ER0161.Superseded values are not recommended for survey control.
 ER0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0161.See file dsdata.txt to determine how the superseded data were derived.
 ER0161
 ER0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD531297(NAD 83)
 ER0161_MARKER: DB = BENCH MARK DISK
 ER0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0161_STAMPING: W 47 1934
 ER0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0161+STABILITY: SURFACE MOTION
 ER0161
 ER0161  HISTORY     - Date     Condition        Report By
 ER0161  HISTORY     - 1934     MONUMENTED       CGS
 ER0161
 ER0161                          STATION DESCRIPTION
 ER0161
 ER0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0161'7.9 MI N FROM ST JOHNS.
 ER0161'7.9 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0161'61, 130 YDS. NORTH OF CENTER LINE OF BRIDGE AND SANDY WASH, 34 FEET
 ER0161'WEST OF CENTER LINE OF HWY. AND 21 FEET WEST OF (NARROW BRIDGE) SIGN.
 ER0161'TABLET IN CONCRETE POST 11 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2358 ***********************************************************************
 CZ2358  DESIGNATION -  W 47
 CZ2358  PID         -  CZ2358
 CZ2358  STATE/COUNTY-  AZ/PINAL
 CZ2358  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2358
 CZ2358                         *CURRENT SURVEY CONTROL
 CZ2358  ___________________________________________________________________
 CZ2358* NAD 83(1992)-  32 50 07.93819(N)    111 52 38.40248(W)     ADJUSTED  
 CZ2358* NAVD 88     -       414.32   (+/-2cm)    1359.3    (feet)  VERTCON   
 CZ2358  ___________________________________________________________________
 CZ2358  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CZ2358  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ2358  HORZ ORDER  -  FIRST
 CZ2358  VERT ORDER  -  THIRD ? (See Below)
 CZ2358
 CZ2358.The horizontal coordinates were established by classical geodetic methods
 CZ2358.and adjusted by the National Geodetic Survey in August 1993.
 CZ2358
 CZ2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2358.The vertical order pertains to the NGVD 29 superseded value.
 CZ2358
 CZ2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2358
 CZ2358.The geoid height was determined by GEOID03.
 CZ2358
 CZ2358;                    North         East     Units Scale Factor Converg.
 CZ2358;SPC AZ C     -   203,514.766   217,042.198   MT  0.99990017   +0 01 16.8
 CZ2358;SPC AZ C     -   667,699.36    712,080.70   iFT  0.99990017   +0 01 16.8
 CZ2358;UTM  12      - 3,633,395.842   417,890.065   MT  0.99968313   -0 28 32.7
 CZ2358
 CZ2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2358!SPC AZ C     -   0.99993972  x   0.99990017  =   0.99983990
 CZ2358!UTM  12      -   0.99993972  x   0.99968313  =   0.99962287
 CZ2358
 CZ2358|---------------------------------------------------------------------|
 CZ2358| PID    Reference Object                     Distance      Geod. Az  |
 CZ2358|                                                           dddmmss.s |
 CZ2358| CH5670 W 47 RM E                             8.838 METERS 08930     |
 CZ2358| CH5671 W 47 RM S                             8.827 METERS 17926     |
 CZ2358| CZ2363 W 51X                               APPROX. 6.4 KM 1862117.0 |
 CZ2358|---------------------------------------------------------------------|
 CZ2358
 CZ2358                          SUPERSEDED SURVEY CONTROL
 CZ2358
 CZ2358  NAD 83(1986)-  32 50 07.93155(N)    111 52 38.40343(W) AD(       ) 1
 CZ2358  NAD 27      -  32 50 07.73774(N)    111 52 35.92724(W) AD(       ) 1
 CZ2358  NGVD 29 (07/19/86)  413.71   (m)         1357.3    (f) LEVELING    3  
 CZ2358
 CZ2358.Superseded values are not recommended for survey control.
 CZ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2358.See file dsdata.txt to determine how the superseded data were derived.
 CZ2358
 CZ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1789033396(NAD 83)
 CZ2358_MARKER: DD = SURVEY DISK
 CZ2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2358_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2358+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2358
 CZ2358  HISTORY     - Date     Condition        Report By
 CZ2358  HISTORY     - 1966     MONUMENTED       DMA
 CZ2358  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2358
 CZ2358                          STATION DESCRIPTION
 CZ2358
 CZ2358'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2358'T-7-S.  R-5-E.  IN SECTION 7 NEAR THE NORTHWEST CORNER.
 CZ2358'
 CZ2358'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2358'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2358'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2358'STAMPED--W 47 1966 ARMY MAP SERVICE.
 CZ2358'
 CZ2358'THE STATION MARK IS LOCATED 62 FEET EAST OF THE NORTH-SOUTH
 CZ2358'FENCE.  66 FEET EAST OF THE NORTH-SOUTH POWER LINE.  96 FEET EAST
 CZ2358'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  53 FEET SOUTH OF THE
 CZ2358'EAST-WEST FENCE.  80 FEET SOUTH OF THE EAST-WEST ROAD
 CZ2358'(CENTERLINE).
 CZ2358'
 CZ2358'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2358'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 7 MILES TO A CROSSROAD
 CZ2358'(MIDWAY ROAD).  TURN LEFT ON MIDWAY ROAD AND GO SOUTH FOR 3.0 MILES
 CZ2358'TO A T ROAD EAST AND THE STATION SITE.
 CZ2358
 CZ2358                          STATION RECOVERY (2007)
 CZ2358
 CZ2358'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1204 ***********************************************************************
 DA1204  DESIGNATION -  W 470
 DA1204  PID         -  DA1204
 DA1204  STATE/COUNTY-  AZ/PIMA
 DA1204  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1204
 DA1204                         *CURRENT SURVEY CONTROL
 DA1204  ___________________________________________________________________
 DA1204* NAD 83(1986)-  32 04 58.     (N)    112 46 44.     (W)     SCALED    
 DA1204* NAVD 88     -       602.001  (meters)    1975.06   (feet)  ADJUSTED  
 DA1204  ___________________________________________________________________
 DA1204  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA1204  DYNAMIC HT  -         601.211 (meters)    1972.47  (feet)  COMP
 DA1204  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 DA1204
 DA1204  VERT ORDER  -  FIRST     CLASS II
 DA1204
 DA1204.The horizontal coordinates were scaled from a topographic map and have
 DA1204.an estimated accuracy of +/- 6 seconds.
 DA1204
 DA1204.The orthometric height was determined by differential leveling
 DA1204.and adjusted in June 1991.
 DA1204
 DA1204.The geoid height was determined by GEOID03.
 DA1204
 DA1204.The dynamic height is computed by dividing the NAVD 88
 DA1204.geopotential number by the normal gravity value computed on the
 DA1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1204.degrees latitude (g = 980.6199 gals.).
 DA1204
 DA1204.The modeled gravity was interpolated from observed gravity values.
 DA1204
 DA1204;                    North         East    Units  Estimated Accuracy
 DA1204;SPC AZ C     -   120,370.      131,970.      MT  (+/- 180 meters Scaled)
 DA1204
 DA1204                          SUPERSEDED SURVEY CONTROL
 DA1204
 DA1204.No superseded survey control is available for this station.
 DA1204
 DA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA321509(NAD 83)
 DA1204_MARKER: DB = BENCH MARK DISK
 DA1204_SETTING: 66 = SET IN ROCK OUTCROP
 DA1204_SP_SET: ROCK OUTCROP
 DA1204_STAMPING: W 470 1981
 DA1204_MARK LOGO: NGS   
 DA1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA1204+STABILITY: POSITION/ELEVATION WELL
 DA1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1204+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1204
 DA1204  HISTORY     - Date     Condition        Report By
 DA1204  HISTORY     - 1981     MONUMENTED       NGS
 DA1204  HISTORY     - 19941110 GOOD             USPSQD
 DA1204  HISTORY     - 20061112 GOOD             USPSQD
 DA1204
 DA1204                          STATION DESCRIPTION
 DA1204
 DA1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1204'21.0 KM (13.05 MI) SW FROM WHY.
 DA1204'21.0 KM (13.05 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA1204'OF STATE HIGHWAY 86 IN WHY, AT HIGHWAY MILEPOST 66, AT THE SOUTHWEST
 DA1204'END OF A ROCK HIGHWAY CUT, SET IN TOP OF A RED AND WHITE COLORED ROCK
 DA1204'OUTCROP, 5.8 M (19.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA1204'42.4 M (139 FT) NORTHEAST OF THE MILEPOST, 10.4 M (34.0 FT) NORTHEAST
 DA1204'OF THE SOUTHWEST END OF THE CUT.
 DA1204'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1204'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 DA1204
 DA1204                          STATION RECOVERY (1994)
 DA1204
 DA1204'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1204'RECOVERED IN GOOD CONDITION.
 DA1204
 DA1204                          STATION RECOVERY (2006)
 DA1204
 DA1204'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0719 ***********************************************************************
 EU0719  DESIGNATION -  W 471
 EU0719  PID         -  EU0719
 EU0719  STATE/COUNTY-  AZ/MOHAVE
 EU0719  USGS QUAD   -  YUCCA SE (1970)
 EU0719
 EU0719                         *CURRENT SURVEY CONTROL
 EU0719  ___________________________________________________________________
 EU0719* NAD 83(1986)-  34 47 19.     (N)    114 00 51.     (W)     SCALED    
 EU0719* NAVD 88     -       793.381  (meters)    2602.95   (feet)  ADJUSTED  
 EU0719  ___________________________________________________________________
 EU0719  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EU0719  DYNAMIC HT  -         792.456 (meters)    2599.92  (feet)  COMP
 EU0719  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 EU0719  OBS GRAVITY -     979,446.3   (mgal)                       GRAV_OBS
 EU0719
 EU0719  VERT ORDER  -  FIRST     CLASS II
 EU0719
 EU0719.The horizontal coordinates were scaled from a topographic map and have
 EU0719.an estimated accuracy of +/- 6 seconds.
 EU0719
 EU0719.The orthometric height was determined by differential leveling
 EU0719.and adjusted in June 1991.
 EU0719
 EU0719.The geoid height was determined by GEOID03.
 EU0719
 EU0719.The dynamic height is computed by dividing the NAVD 88
 EU0719.geopotential number by the normal gravity value computed on the
 EU0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0719.degrees latitude (g = 980.6199 gals.).
 EU0719
 EU0719.The modeled gravity was interpolated from observed gravity values.
 EU0719.The observed gravity was obtained from relative gravimeter ties
 EU0719.to the IGSN71 gravity network.
 EU0719
 EU0719;                    North         East    Units  Estimated Accuracy
 EU0719;SPC AZ W     -   420,170.      189,180.      MT  (+/- 180 meters Scaled)
 EU0719
 EU0719                          SUPERSEDED SURVEY CONTROL
 EU0719
 EU0719.No superseded survey control is available for this station.
 EU0719
 EU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU732536(NAD 83)
 EU0719_MARKER: I = METAL ROD
 EU0719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0719_SP_SET: STAINLESS STEEL ROD
 EU0719_STAMPING: W 471 1981
 EU0719_MARK LOGO: NGS   
 EU0719_PROJECTION: FLUSH
 EU0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0719_ROD/PIPE-DEPTH: 1.8  meters
 EU0719
 EU0719  HISTORY     - Date     Condition        Report By
 EU0719  HISTORY     - 1981     MONUMENTED       NGS
 EU0719
 EU0719                          STATION DESCRIPTION
 EU0719
 EU0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0719'16.6 KM (10.3 MI) SE FROM YUCCA.
 EU0719'16.6 KM (10.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0719'INTERSTATE HIGHWAY 40 IN YUCCA, 0.55 KM (0.35 MI) NORTHEAST OF THE
 EU0719'JUNCTION OF A DIRT ROAD LEADING NORTHEAST-SOUTHWEST, 27.0 METERS (88.5
 EU0719'FT) SOUTHWEST OF THE CENTERLINE OF ALAMO ROAD, 61.0 METERS (200 FT)
 EU0719'NORTHWEST OF THE CENTERLINE OF A WASH, 33.2 METERS (109 FT) SOUTHEAST
 EU0719'OF THE CENTERLINE OF A WASH, 2.3 METERS (7.5 FT) NORTH OF A LARGE
 EU0719'JOSHUA TREE, ROD DRIVEN TO REFUSAL.
 EU0719'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EU0719'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1328 ***********************************************************************
 DU1328  DESIGNATION -  W 473
 DU1328  PID         -  DU1328
 DU1328  STATE/COUNTY-  AZ/MARICOPA
 DU1328  USGS QUAD   -  BUCKHORN (1982)
 DU1328
 DU1328                         *CURRENT SURVEY CONTROL
 DU1328  ___________________________________________________________________
 DU1328* NAD 83(1986)-  33 24 56.     (N)    111 39 10.     (W)     SCALED    
 DU1328* NAVD 88     -       451.872  (meters)    1482.52   (feet)  ADJUSTED  
 DU1328  ___________________________________________________________________
 DU1328  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU1328  DYNAMIC HT  -         451.332 (meters)    1480.75  (feet)  COMP
 DU1328  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 DU1328
 DU1328  VERT ORDER  -  FIRST     CLASS II
 DU1328
 DU1328.The horizontal coordinates were scaled from a topographic map and have
 DU1328.an estimated accuracy of +/- 6 seconds.
 DU1328
 DU1328.The orthometric height was determined by differential leveling
 DU1328.and adjusted in June 1991.
 DU1328
 DU1328.The geoid height was determined by GEOID03.
 DU1328
 DU1328.The dynamic height is computed by dividing the NAVD 88
 DU1328.geopotential number by the normal gravity value computed on the
 DU1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1328.degrees latitude (g = 980.6199 gals.).
 DU1328
 DU1328.The modeled gravity was interpolated from observed gravity values.
 DU1328
 DU1328;                    North         East    Units  Estimated Accuracy
 DU1328;SPC AZ C     -   267,870.      237,900.      MT  (+/- 180 meters Scaled)
 DU1328
 DU1328                          SUPERSEDED SURVEY CONTROL
 DU1328
 DU1328.No superseded survey control is available for this station.
 DU1328
 DU1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB393975(NAD 83)
 DU1328_MARKER: DV = VERTICAL CONTROL DISK
 DU1328_SETTING: 66 = SET IN ROCK OUTCROP
 DU1328_SP_SET: ROCK OUTCROP
 DU1328_STAMPING: W 473 1981
 DU1328_MARK LOGO: NGS   
 DU1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU1328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1328+STABILITY: POSITION/ELEVATION WELL
 DU1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU1328+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 DU1328
 DU1328  HISTORY     - Date     Condition        Report By
 DU1328  HISTORY     - 1981     MONUMENTED       NGS
 DU1328  HISTORY     - 1981     GOOD             AZDT
 DU1328  HISTORY     - 1984     GOOD             AZDT
 DU1328  HISTORY     - 19920120 GOOD             NGS
 DU1328  HISTORY     - 20060901 GOOD             GEOCAC
 DU1328
 DU1328                          STATION DESCRIPTION
 DU1328
 DU1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1328'4.5 KM (2.8 MI) EAST FROM BUCKHORN.
 DU1328'THE MARK IS 0.3 M ABOVE HIGHWAY CENTERLINE.
 DU1328'4.5 KILOMETERS (2.8 MILES) EAST ALONG U.S. HIGHWAY 60, 70, 80, AND 89
 DU1328'FROM THE POST OFFICE AT BUCKHORN, IN TOP OF A GRAY GRANITE
 DU1328'OUTCROP IN THE ROCK CUT BELOW THE WEST KNOLL AT THE DOUBLE KNOLLS, 8.3
 DU1328'METERS (27.0 FEET) NORTH OF THE NORTH CENTERLINE OF THE WESTBOUND
 DU1328'HIGHWAY TRAFFIC LANES, 34.5 METERS (113.0 FEET) WEST OF THE CENTER OF
 DU1328'A 90 CENTIMETER (36 INCHES) CONCRETE PIPE CULVERT WITH AN L-SHAPED
 DU1328'HEADWALL, 29.3 METERS (96.0 FEET) WEST OF AZDT BM 1262 A-D, AND 15.9
 DU1328'METERS (52.2 FEET) SOUTHWEST OF THE SOUTH GALVANIZED STEEL LEG FOR A
 DU1328'10 X 15 FEET SIGN BOARD.
 DU1328'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DU1328
 DU1328                          STATION RECOVERY (1981)
 DU1328
 DU1328'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DU1328'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MESA, 2.0 MI
 DU1328'(3.22 KM) EAST ALONG U.S. 60 FROM POWER ROAD, 27.0 FEET (8.3 METERS)
 DU1328'NORTH OF THE NORTH CENTERLINE OF THE WESTBOUND LANES AT THE EAST END
 DU1328'OF THE CUT ON THE WEST BOUND LANE.
 DU1328
 DU1328                          STATION RECOVERY (1984)
 DU1328
 DU1328'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DU1328'RECOVERED IN GOOD CONDITION.
 DU1328
 DU1328                          STATION RECOVERY (1992)
 DU1328
 DU1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU1328'17.4 KM (10.80 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU1328'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, NEAR
 DU1328'THE WEST END OF A 4 BY 5-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 DU1328'CUT AT THE BASE OF THE MOST WESTERLY OF 2 KNOLLS, 54.6 M (179.1 FT)
 DU1328'EAST OF BENCH MARK 1262 AE, 15.5 M (50.9 FT) SOUTHWEST OF THE SOUTH
 DU1328'LEG OF A BILLBOARD, 9.7 M (31.8 FT) NORTH OF THE CENTER OF THE
 DU1328'WESTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DU1328'THE HIGHWAY.
 DU1328
 DU1328                          STATION RECOVERY (2006)
 DU1328
 DU1328'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1260 ***********************************************************************
 DV1260  DESIGNATION -  W 474
 DV1260  PID         -  DV1260
 DV1260  STATE/COUNTY-  AZ/MARICOPA
 DV1260  USGS QUAD   -  UNION HILLS (1981)
 DV1260
 DV1260                         *CURRENT SURVEY CONTROL
 DV1260  ___________________________________________________________________
 DV1260* NAD 83(1986)-  33 40 09.     (N)    112 06 49.     (W)     SCALED    
 DV1260* NAVD 88     -       418.724  (meters)    1373.76   (feet)  ADJUSTED  
 DV1260  ___________________________________________________________________
 DV1260  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DV1260  DYNAMIC HT  -         418.234 (meters)    1372.16  (feet)  COMP
 DV1260  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 DV1260
 DV1260  VERT ORDER  -  FIRST     CLASS II
 DV1260
 DV1260.The horizontal coordinates were scaled from a topographic map and have
 DV1260.an estimated accuracy of +/- 6 seconds.
 DV1260
 DV1260.The orthometric height was determined by differential leveling
 DV1260.and adjusted in June 1991.
 DV1260
 DV1260.The geoid height was determined by GEOID03.
 DV1260
 DV1260.The dynamic height is computed by dividing the NAVD 88
 DV1260.geopotential number by the normal gravity value computed on the
 DV1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1260.degrees latitude (g = 980.6199 gals.).
 DV1260
 DV1260.The modeled gravity was interpolated from observed gravity values.
 DV1260
 DV1260;                    North         East    Units  Estimated Accuracy
 DV1260;SPC AZ C     -   295,980.      195,100.      MT  (+/- 180 meters Scaled)
 DV1260
 DV1260                          SUPERSEDED SURVEY CONTROL
 DV1260
 DV1260.No superseded survey control is available for this station.
 DV1260
 DV1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC967260(NAD 83)
 DV1260_MARKER: DB = BENCH MARK DISK
 DV1260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1260_SP_SET: BRIDGE PIER
 DV1260_STAMPING: W 474 1981
 DV1260_MARK LOGO: NGS   
 DV1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1260
 DV1260  HISTORY     - Date     Condition        Report By
 DV1260  HISTORY     - 1981     MONUMENTED       NGS
 DV1260
 DV1260                          STATION DESCRIPTION
 DV1260
 DV1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1260'21.4 KM (13.3 MI) NORTH FROM PHOENIX.
 DV1260'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1260'INTERSECTION OF GRAND AVENUE AT PHOENIX, AT THE BEARDSLEY ROAD
 DV1260'OVERPASS, SET VERTICALLY IN THE WEST FACE OF THE OF THE NORTH PIER
 DV1260'OF THE SOUTH BOUND TRAFFIC LANES, 2.0 METERS (6.5 FT) NORTH OF THE
 DV1260'NORTH CURB OF BEARDSLEY ROAD, 29.5 METERS (97 FT) EAST OF THE EAST
 DV1260'CURB OF THE WEST FRONTAGE ROAD, 1.5 METERS (5 FT) ABOVE THE GROUND.
 DV1260'THE MARK IS 1.7 M ABOVE BEARDSLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1286 ***********************************************************************
 DV1286  DESIGNATION -  W 475
 DV1286  PID         -  DV1286
 DV1286  STATE/COUNTY-  AZ/MARICOPA
 DV1286  USGS QUAD   -  TONOPAH (1984)
 DV1286
 DV1286                         *CURRENT SURVEY CONTROL
 DV1286  ___________________________________________________________________
 DV1286* NAD 83(1986)-  33 29 37.     (N)    112 53 52.     (W)     SCALED    
 DV1286* NAVD 88     -       337.098  (meters)    1105.96   (feet)  ADJUSTED  
 DV1286  ___________________________________________________________________
 DV1286  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DV1286  DYNAMIC HT  -         336.702 (meters)    1104.66  (feet)  COMP
 DV1286  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 DV1286
 DV1286  VERT ORDER  -  FIRST     CLASS II
 DV1286
 DV1286.The horizontal coordinates were scaled from a topographic map and have
 DV1286.an estimated accuracy of +/- 6 seconds.
 DV1286
 DV1286.The orthometric height was determined by differential leveling
 DV1286.and adjusted in June 1991.
 DV1286
 DV1286.The geoid height was determined by GEOID03.
 DV1286
 DV1286.The dynamic height is computed by dividing the NAVD 88
 DV1286.geopotential number by the normal gravity value computed on the
 DV1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1286.degrees latitude (g = 980.6199 gals.).
 DV1286
 DV1286.The modeled gravity was interpolated from observed gravity values.
 DV1286
 DV1286;                    North         East    Units  Estimated Accuracy
 DV1286;SPC AZ C     -   276,920.      122,190.      MT  (+/- 180 meters Scaled)
 DV1286
 DV1286                          SUPERSEDED SURVEY CONTROL
 DV1286
 DV1286.No superseded survey control is available for this station.
 DV1286
 DV1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC236076(NAD 83)
 DV1286_MARKER: DB = BENCH MARK DISK
 DV1286_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1286_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1286_STAMPING: W 475 1981
 DV1286_MARK LOGO: NGS   
 DV1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1286+STABILITY: POSITION/ELEVATION WELL
 DV1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV1286+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2001
 DV1286
 DV1286  HISTORY     - Date     Condition        Report By
 DV1286  HISTORY     - 1981     MONUMENTED       NGS
 DV1286  HISTORY     - 20010420 GOOD             MCDOT
 DV1286  HISTORY     - 20080530 GOOD             GEOCAC
 DV1286
 DV1286                          STATION DESCRIPTION
 DV1286
 DV1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1286'4.4 KM (2.75 MI) EAST FROM TONOPAH.
 DV1286'4.4 KM (2.75 MI) EAST ALONG INDIAN SCHOOL FROM THE POST OFFICE AT
 DV1286'TONOPAH, IN TOP OF THE NORTHWEST CORNER OF A 8 BY 8 FOOT CONCRETE
 DV1286'PAD FOR AN IRRIGATION PUMP, 0.8 KM (0.5 MI) WEST OF 387TH AVENUE,
 DV1286'28 METERS (92 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 43.3 METERS
 DV1286'(142 FT) SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHEAST CINDERBLOCK
 DV1286'WINGWALL OF A CULVERT WITH 4 SIX FOOT MELTAL PIPES, 1 METER (3.3 FT)
 DV1286'NORTHWEST OF THE CENTER OF THE PUMP, 0.45 METER (1.5 FT) EAST OF THE
 DV1286'WEST EDGE OF THE PAD, 0.55 METER (1.8 FT) SOUTH OF THE NORTH EDGE OF
 DV1286'THE PAD.
 DV1286'THE MARK IS 0.15 M ABOVE THE ROAD.
 DV1286
 DV1286                          STATION RECOVERY (2001)
 DV1286
 DV1286'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV1286'FROM INTERSECTION 411TH AVE + INDIAN SCHOOL RD. GO 2.1 MILES E TO
 DV1286'395TH AVE. THENCE .3 MILES TO BM W475
 DV1286'NGS BC SET IN CONC. PAD IN NW PART OF IRRIG.PUMP (VERT. CONTROL MARK)
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286' 
 DV1286
 DV1286                          STATION RECOVERY (2008)
 DV1286
 DV1286'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV1286'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV1286'33 29 36.4 (N)   112 53 51.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1355 ***********************************************************************
 DV1355  DESIGNATION -  W 476
 DV1355  PID         -  DV1355
 DV1355  STATE/COUNTY-  AZ/MARICOPA
 DV1355  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1355
 DV1355                         *CURRENT SURVEY CONTROL
 DV1355  ___________________________________________________________________
 DV1355* NAD 83(1986)-  33 33 18.9    (N)    113 11 53.9    (W)     HD_HELD2  
 DV1355* NAVD 88     -       392.226  (meters)    1286.83   (feet)  ADJUSTED  
 DV1355  ___________________________________________________________________
 DV1355  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DV1355  DYNAMIC HT  -         391.767 (meters)    1285.32  (feet)  COMP
 DV1355  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 DV1355
 DV1355  VERT ORDER  -  FIRST     CLASS II
 DV1355
 DV1355.The horizontal coordinates were established by autonomous hand held GPS
 DV1355.observations and have an estimated accuracy of +/- 10 meters.
 DV1355
 DV1355.The orthometric height was determined by differential leveling
 DV1355.and adjusted in June 1991.
 DV1355
 DV1355.The geoid height was determined by GEOID03.
 DV1355
 DV1355.The dynamic height is computed by dividing the NAVD 88
 DV1355.geopotential number by the normal gravity value computed on the
 DV1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1355.degrees latitude (g = 980.6199 gals.).
 DV1355
 DV1355.The modeled gravity was interpolated from observed gravity values.
 DV1355
 DV1355;                    North         East    Units  Estimated Accuracy
 DV1355;SPC AZ C     -   284,064.       94,351.      MT  (+/- 10 meters HH2 GPS)
 DV1355
 DV1355                          SUPERSEDED SURVEY CONTROL
 DV1355
 DV1355.No superseded survey control is available for this station.
 DV1355
 DV1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9592015009(NAD 83)
 DV1355_MARKER: I = METAL ROD
 DV1355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1355_SP_SET: STAINLESS STEEL ROD
 DV1355_STAMPING: W 476 1981
 DV1355_MARK LOGO: NGS   
 DV1355_PROJECTION: FLUSH
 DV1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1355+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 DV1355_ROD/PIPE-DEPTH: 6.4  meters
 DV1355
 DV1355  HISTORY     - Date     Condition        Report By
 DV1355  HISTORY     - 1981     MONUMENTED       NGS
 DV1355  HISTORY     - 20080328 GOOD             GEOCAC
 DV1355
 DV1355                          STATION DESCRIPTION
 DV1355
 DV1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1355'26.5 KM (16.5 MI) NW FROM TONOPAH.
 DV1355'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1355'AT TONOPAH, THENCE 15.5 KM (9.65 MI) NORTHWEST ALONG SALOME ROAD,
 DV1355'0.6 KM (0.4 MI) SOUTHEAST OF A WHITE 10 BY 12 FOOT CINDER BLOCK BELL
 DV1355'TELEPHONE UNDERGROUND CABLE SUBSTATION, 29.3 METERS (96 FT) SOUTHWEST
 DV1355'OF THE CENTERLINE OF THE ROAD, 59.2 METERS (194 FT) NORTHEAST OF
 DV1355'UNDERGROUND TELEPHONE CABLE WOODWEN WITNESS POST 306.
 DV1355'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DV1355'THE MARK IS 0.2 M ABOVE THE ROAD.
 DV1355
 DV1355                          STATION RECOVERY (2008)
 DV1355
 DV1355'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1355'33 33 18.9 N, 113 11 53.9 W HH2
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1385 ***********************************************************************
 DV1385  DESIGNATION -  W 477
 DV1385  PID         -  DV1385
 DV1385  STATE/COUNTY-  AZ/LA PAZ
 DV1385  USGS QUAD   -  HARCUVAR (1990)
 DV1385
 DV1385                         *CURRENT SURVEY CONTROL
 DV1385  ___________________________________________________________________
 DV1385* NAD 83(1986)-  33 46 07.     (N)    113 38 20.     (W)     SCALED    
 DV1385* NAVD 88     -       581.269  (meters)    1907.05   (feet)  ADJUSTED  
 DV1385  ___________________________________________________________________
 DV1385  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV1385  DYNAMIC HT  -         580.584 (meters)    1904.80  (feet)  COMP
 DV1385  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 DV1385
 DV1385  VERT ORDER  -  FIRST     CLASS II
 DV1385
 DV1385.The horizontal coordinates were scaled from a topographic map and have
 DV1385.an estimated accuracy of +/- 6 seconds.
 DV1385
 DV1385.The orthometric height was determined by differential leveling
 DV1385.and adjusted in June 1991.
 DV1385
 DV1385.The geoid height was determined by GEOID03.
 DV1385
 DV1385.The dynamic height is computed by dividing the NAVD 88
 DV1385.geopotential number by the normal gravity value computed on the
 DV1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1385.degrees latitude (g = 980.6199 gals.).
 DV1385
 DV1385.The modeled gravity was interpolated from observed gravity values.
 DV1385
 DV1385;                    North         East    Units  Estimated Accuracy
 DV1385;SPC AZ W     -   307,010.      223,650.      MT  (+/- 180 meters Scaled)
 DV1385
 DV1385                          SUPERSEDED SURVEY CONTROL
 DV1385
 DV1385.No superseded survey control is available for this station.
 DV1385
 DV1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC556396(NAD 83)
 DV1385_MARKER: I = METAL ROD
 DV1385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1385_SP_SET: STAINLESS STEEL ROD
 DV1385_STAMPING: W 477 1981
 DV1385_MARK LOGO: NGS   
 DV1385_PROJECTION: FLUSH
 DV1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1385_ROD/PIPE-DEPTH: 6.1  meters
 DV1385
 DV1385  HISTORY     - Date     Condition        Report By
 DV1385  HISTORY     - 1981     MONUMENTED       NGS
 DV1385  HISTORY     - 1981     GOOD             NGS
 DV1385  HISTORY     - 20090128 MARK NOT FOUND   GEOCAC
 DV1385
 DV1385                          STATION DESCRIPTION
 DV1385
 DV1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1385'2.9 KM (1.8 MI) SW FROM SALOME.
 DV1385'2.9 KM (1.8 MI) SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1385'SALOME ROAD AT SALOME, ACROSS THE HIGHWAY FROM A TRUCK STOP AND CAFE
 DV1385'WHICH IS CLOSED AT THIS TIME, 0.4 KM (0.25 MI) SOUTHWEST OF HIGHWAY
 DV1385'MILE POST 55, 15.4 METERS (50.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 DV1385'HIGHWAY, 28.2 METERS (92.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DV1385'ATCHISON TOPEKA AND SANTA FE RAILWAY, 11.7 METERS (38.5 FT) SOUTHWEST
 DV1385'OF A LONE LARGE PALO VERDE TREE, 1.7 METERS (5.5 FT) NORTHWEST OF A
 DV1385'TELEPHONE POLE WITH ONE GUY WIRE ANCHOR, 0.7 METER (2.3 FT) NORTHEAST
 DV1385'OF THE GUY WIRE ANCHOR, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 DV1385'20 FEET.
 DV1385'THE MARK IS 0.55 METERS  SW FROM A WITNESS POST.
 DV1385'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 DV1385
 DV1385                          STATION RECOVERY (1981)
 DV1385
 DV1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1385'RECOVERED IN GOOD CONDITION.
 DV1385
 DV1385                          STATION RECOVERY (2009)
 DV1385
 DV1385'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DV1385'THERE IS EVIDENCE OF DITCH WORK AT THE SPECIFIED MEASUREMENTS FROM THE
 DV1385'HIGHWAY AND THE
 DV1385'RAILROAD, AND THERE ARE BURIED CABLE WARNING POSTS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1311 ***********************************************************************
 DW1311  DESIGNATION -  W 478
 DW1311  PID         -  DW1311
 DW1311  STATE/COUNTY-  AZ/LA PAZ
 DW1311  USGS QUAD   -  PLOMOSA PASS (1990)
 DW1311
 DW1311                         *CURRENT SURVEY CONTROL
 DW1311  ___________________________________________________________________
 DW1311* NAD 83(1986)-  33 40 43.     (N)    114 05 55.     (W)     SCALED    
 DW1311* NAVD 88     -       420.902  (meters)    1380.91   (feet)  ADJUSTED  
 DW1311  ___________________________________________________________________
 DW1311  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DW1311  DYNAMIC HT  -         420.421 (meters)    1379.33  (feet)  COMP
 DW1311  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 DW1311
 DW1311  VERT ORDER  -  FIRST     CLASS II
 DW1311
 DW1311.The horizontal coordinates were scaled from a topographic map and have
 DW1311.an estimated accuracy of +/- 6 seconds.
 DW1311
 DW1311.The orthometric height was determined by differential leveling
 DW1311.and adjusted in June 1991.
 DW1311
 DW1311.The geoid height was determined by GEOID03.
 DW1311
 DW1311.The dynamic height is computed by dividing the NAVD 88
 DW1311.geopotential number by the normal gravity value computed on the
 DW1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1311.degrees latitude (g = 980.6199 gals.).
 DW1311
 DW1311.The modeled gravity was interpolated from observed gravity values.
 DW1311
 DW1311;                    North         East    Units  Estimated Accuracy
 DW1311;SPC AZ W     -   297,070.      181,040.      MT  (+/- 180 meters Scaled)
 DW1311
 DW1311                          SUPERSEDED SURVEY CONTROL
 DW1311
 DW1311.No superseded survey control is available for this station.
 DW1311
 DW1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT689303(NAD 83)
 DW1311_MARKER: I = METAL ROD
 DW1311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DW1311_SP_SET: STAINLESS STEEL ROD
 DW1311_STAMPING: W 478 1981
 DW1311_MARK LOGO: NGS   
 DW1311_PROJECTION: FLUSH
 DW1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1311_ROD/PIPE-DEPTH: 3.6  meters
 DW1311
 DW1311  HISTORY     - Date     Condition        Report By
 DW1311  HISTORY     - 1981     MONUMENTED       NGS
 DW1311
 DW1311                          STATION DESCRIPTION
 DW1311
 DW1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1311'11.3 KM(7.0 MI) EAST FROM QUARTZSITE.
 DW1311'11.3 KM (7.0 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1311'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.55 KM (0.35 MI) WEST OF HIGHWAY
 DW1311'MILEPOST 26, 1.6 KM (1.0 MI) WEST OF THE GOLD NUGGET ROAD OVERPASS,
 DW1311'45.7 METERS (150 FT) SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANES,
 DW1311'12.8 METERS (42.0 FT) WEST OF A BRACED ANGLE IRON POST IN THE
 DW1311'RIGHT-OF-WAY FENCE, 8.2 METERS (27.0 FT) EAST OF AN ANGLE IRON
 DW1311'RIGHT-OF-WAY STATION POST NUMBER P.O.C. 1348+08.07, 0.5 METERS (1.7
 DW1311'FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 DW1311'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DW1311'THE MARK IS 0.5 M BELOW EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1478 ***********************************************************************
 DV1478  DESIGNATION -  W 479
 DV1478  PID         -  DV1478
 DV1478  STATE/COUNTY-  AZ/LA PAZ
 DV1478  USGS QUAD   -  SALOME (1990)
 DV1478
 DV1478                         *CURRENT SURVEY CONTROL
 DV1478  ___________________________________________________________________
 DV1478* NAD 83(1986)-  33 49 51.     (N)    113 32 40.     (W)     SCALED    
 DV1478* NAVD 88     -       576.960  (meters)    1892.91   (feet)  ADJUSTED  
 DV1478  ___________________________________________________________________
 DV1478  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DV1478  DYNAMIC HT  -         576.278 (meters)    1890.67  (feet)  COMP
 DV1478  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 DV1478  OBS GRAVITY -     979,435.1   (mgal)                       GRAV_OBS
 DV1478
 DV1478  VERT ORDER  -  FIRST     CLASS II
 DV1478
 DV1478.The horizontal coordinates were scaled from a topographic map and have
 DV1478.an estimated accuracy of +/- 6 seconds.
 DV1478
 DV1478.The orthometric height was determined by differential leveling
 DV1478.and adjusted in June 1991.
 DV1478
 DV1478.The geoid height was determined by GEOID03.
 DV1478
 DV1478.The dynamic height is computed by dividing the NAVD 88
 DV1478.geopotential number by the normal gravity value computed on the
 DV1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1478.degrees latitude (g = 980.6199 gals.).
 DV1478
 DV1478.The modeled gravity was interpolated from observed gravity values.
 DV1478.The observed gravity was obtained from relative gravimeter ties
 DV1478.to the IGSN71 gravity network.
 DV1478
 DV1478;                    North         East    Units  Estimated Accuracy
 DV1478;SPC AZ W     -   313,920.      232,390.      MT  (+/- 180 meters Scaled)
 DV1478
 DV1478                          SUPERSEDED SURVEY CONTROL
 DV1478
 DV1478.No superseded survey control is available for this station.
 DV1478
 DV1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC645463(NAD 83)
 DV1478_MARKER: DB = BENCH MARK DISK
 DV1478_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1478+WITH SETTING: PAVEMENT
 DV1478_SP_SET: CONCRETE WELL CASING PAD
 DV1478_STAMPING: W 479 1981
 DV1478_MARK LOGO: NGS   
 DV1478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1478+STABILITY: POSITION/ELEVATION WELL
 DV1478
 DV1478  HISTORY     - Date     Condition        Report By
 DV1478  HISTORY     - 1981     MONUMENTED       NGS
 DV1478
 DV1478                          STATION DESCRIPTION
 DV1478
 DV1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1478'1.0 KM (0.65 MI) NORTH FROM WENDEN.
 DV1478'1.0 KM (0.65 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1478'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, SET IN THE NORTHEAST CORNER OF
 DV1478'THE T JUNCTION OF A DIRT ROAD LEADING EAST, SET IN TOP OF THE
 DV1478'SOUTHWEST CORNER OF A 6 X 6 FOOT CONCRETE PAD FOR A DIESEL IRRIGATION
 DV1478'PUMP, 51.5 METERS (169 FT) EAST OF THE CENTERLINE OF WENDEN-LAKE ALAMO
 DV1478'ROAD, 45.9 METERS (150 FT) NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 DV1478'0.75 METERS (2.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE PUMP, 0.6 M
 DV1478'(1.9 FT) EAST OF THE WEST EDGE OF THE PAD, 0.35 METERS (1.2 FT) WEST
 DV1478'OF A VENT PIPE, 0.18 METERS (0.6 FT) NORTH OF THE SOUTH EDGE OF THE
 DV1478'PAD.
 DV1478'THE MARK IS 0.25 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0766 ***********************************************************************
 ET0766  DESIGNATION -  W 480
 ET0766  PID         -  ET0766
 ET0766  STATE/COUNTY-  AZ/LA PAZ
 ET0766  USGS QUAD   -  SMITH PEAK NW (1967)
 ET0766
 ET0766                         *CURRENT SURVEY CONTROL
 ET0766  ___________________________________________________________________
 ET0766* NAD 83(1986)-  34 12 10.     (N)    113 29 48.     (W)     SCALED    
 ET0766* NAVD 88     -       496.781  (meters)    1629.86   (feet)  ADJUSTED  
 ET0766  ___________________________________________________________________
 ET0766  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ET0766  DYNAMIC HT  -         496.219 (meters)    1628.01  (feet)  COMP
 ET0766  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 ET0766
 ET0766  VERT ORDER  -  FIRST     CLASS II
 ET0766
 ET0766.The horizontal coordinates were scaled from a topographic map and have
 ET0766.an estimated accuracy of +/- 6 seconds.
 ET0766
 ET0766.The orthometric height was determined by differential leveling
 ET0766.and adjusted in June 1991.
 ET0766
 ET0766.The geoid height was determined by GEOID03.
 ET0766
 ET0766.The dynamic height is computed by dividing the NAVD 88
 ET0766.geopotential number by the normal gravity value computed on the
 ET0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0766.degrees latitude (g = 980.6199 gals.).
 ET0766
 ET0766.The modeled gravity was interpolated from observed gravity values.
 ET0766
 ET0766;                    North         East    Units  Estimated Accuracy
 ET0766;SPC AZ W     -   355,190.      236,710.      MT  (+/- 180 meters Scaled)
 ET0766
 ET0766                          SUPERSEDED SURVEY CONTROL
 ET0766
 ET0766.No superseded survey control is available for this station.
 ET0766
 ET0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC699874(NAD 83)
 ET0766_MARKER: DB = BENCH MARK DISK
 ET0766_SETTING: 66 = SET IN ROCK OUTCROP
 ET0766_SP_SET: ROCK OUTCROP
 ET0766_STAMPING: W 480 1981
 ET0766_MARK LOGO: NGS   
 ET0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0766+STABILITY: POSITION/ELEVATION WELL
 ET0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0766+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 ET0766
 ET0766  HISTORY     - Date     Condition        Report By
 ET0766  HISTORY     - 1981     MONUMENTED       NGS
 ET0766  HISTORY     - 19990306 GOOD             USPSQD
 ET0766  HISTORY     - 20081016 GOOD             GEOCAC
 ET0766
 ET0766                          STATION DESCRIPTION
 ET0766
 ET0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0766'12.4 KM (7.7 MI) SE FROM ALAMO LAKE.
 ET0766'12.4 KM (7.7 MI) SOUTHEAST ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 ET0766'SOUTHEAST END OF ALAMO DAM, 0.8 KM (0.5 MI) NORTHWEST OF THE Y
 ET0766'JUNCTION OF A DIRT ROAD LEADING TO THE WAYSIDE INN RESORT, ON THE
 ET0766'INSIDE OF A LONG SHARP ROAD CURVE, SET IN TOP OF A SMALL FLAT SHELF OF
 ET0766'FRACTURED GRAY OUTCROP, 30.5 METERS (100 FT) NORTHWEST OF THE
 ET0766'SOUTHEAST END OF A LONG ROCK AND ALLUVIAL CUT, 6.9 METERS (22.5 FT)
 ET0766'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 61.0 METERS (200 FT)
 ET0766'NORTHWEST OF THE SOUTHWEST END OF A 21-INCH CORRUGATED PIPE CULVERT
 ET0766'UNDER THE ROAD.
 ET0766'THE MARK IS 0.25 METERS  SE FROM A WITNESS POST.
 ET0766'THE MARK IS 0.4 M ABOVE THE ROAD CENTERLINE.
 ET0766
 ET0766                          STATION RECOVERY (1999)
 ET0766
 ET0766'RECOVERY NOTE BY US POWER SQUADRON 1999
 ET0766'RECOVERED IN GOOD CONDITION.
 ET0766
 ET0766                          STATION RECOVERY (2008)
 ET0766
 ET0766'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0766'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF
 ET0766' 
 ET0766'N 34 12.180'  W 113 30.801'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0782 ***********************************************************************
 ET0782  DESIGNATION -  W 481
 ET0782  PID         -  ET0782
 ET0782  STATE/COUNTY-  AZ/MOHAVE
 ET0782  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0782
 ET0782                         *CURRENT SURVEY CONTROL
 ET0782  ___________________________________________________________________
 ET0782* NAD 83(1986)-  34 15 04.     (N)    113 36 01.     (W)     SCALED    
 ET0782* NAVD 88     -       362.877  (meters)    1190.54   (feet)  ADJUSTED  
 ET0782  ___________________________________________________________________
 ET0782  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0782  DYNAMIC HT  -         362.475 (meters)    1189.22  (feet)  COMP
 ET0782  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 ET0782
 ET0782  VERT ORDER  -  FIRST     CLASS II
 ET0782
 ET0782.The horizontal coordinates were scaled from a topographic map and have
 ET0782.an estimated accuracy of +/- 6 seconds.
 ET0782
 ET0782.The orthometric height was determined by differential leveling
 ET0782.and adjusted in June 1991.
 ET0782
 ET0782.The geoid height was determined by GEOID03.
 ET0782
 ET0782.The dynamic height is computed by dividing the NAVD 88
 ET0782.geopotential number by the normal gravity value computed on the
 ET0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0782.degrees latitude (g = 980.6199 gals.).
 ET0782
 ET0782.The modeled gravity was interpolated from observed gravity values.
 ET0782
 ET0782;                    North         East    Units  Estimated Accuracy
 ET0782;SPC AZ W     -   360,530.      227,150.      MT  (+/- 180 meters Scaled)
 ET0782
 ET0782                          SUPERSEDED SURVEY CONTROL
 ET0782
 ET0782.No superseded survey control is available for this station.
 ET0782
 ET0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC605930(NAD 83)
 ET0782_MARKER: DB = BENCH MARK DISK
 ET0782_SETTING: 66 = SET IN ROCK OUTCROP
 ET0782_SP_SET: ROCK OUTCROP
 ET0782_STAMPING: W 481 1981
 ET0782_MARK LOGO: NGS   
 ET0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0782+STABILITY: POSITION/ELEVATION WELL
 ET0782
 ET0782  HISTORY     - Date     Condition        Report By
 ET0782  HISTORY     - 1981     MONUMENTED       NGS
 ET0782
 ET0782                          STATION DESCRIPTION
 ET0782
 ET0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0782'3.5 KM (2.25 MI) NORTH FROM ALAMO LAKE.
 ET0782'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0782'THE SOUTHEAST END OF THE DAM, THENCE 1.7 KM (1.05 MI) NORTH ALONG A
 ET0782'JEEP TRAIL THROUGH A GATE IN A BARBED WIRE FENCE, THENCE 0.85 KM (0.55
 ET0782'MI) NORTH CROSS-COUNTRY, 0.3 KM (0.2 MI) SOUTHEAST OF A LARGE KNOLL
 ET0782'WITH OUTCROPS ON ITS NORTH AND SOUTH SIDES, IN LINE WITH ARTILERY PEAK
 ET0782'AND A LOW SADDLE, SET IN TOP OF A VOLCANIC OUTCROP ON THE SOUTHEAST
 ET0782'SIDE OF AN OUTCROP RIDGE, 20.7 METERS (68.0 FT) SOUTH OF THE SOUTH
 ET0782'EDGE OF A SHORT RIDGE OF BROWN VOLCANIC OUTCROP, 10.3 METERS (34.0 FT)
 ET0782'NORTHWEST OF THE CENTERLINE OF A SHALLOW RAVINE, APPROXIMATELY 20 FEET
 ET0782'BELOW THE HIGH WATER LEVEL.
 ET0782'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0780 ***********************************************************************
 EU0780  DESIGNATION -  W 484
 EU0780  PID         -  EU0780
 EU0780  STATE/COUNTY-  AZ/MOHAVE
 EU0780  USGS QUAD   -  YUCCA (1970)
 EU0780
 EU0780                         *CURRENT SURVEY CONTROL
 EU0780  ___________________________________________________________________
 EU0780* NAD 83(1986)-  34 47 04.     (N)    114 10 30.     (W)     SCALED    
 EU0780* NAVD 88     -       454.921  (meters)    1492.52   (feet)  ADJUSTED  
 EU0780  ___________________________________________________________________
 EU0780  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 EU0780  DYNAMIC HT  -         454.415 (meters)    1490.86  (feet)  COMP
 EU0780  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 EU0780
 EU0780  VERT ORDER  -  FIRST     CLASS II
 EU0780
 EU0780.The horizontal coordinates were scaled from a topographic map and have
 EU0780.an estimated accuracy of +/- 6 seconds.
 EU0780
 EU0780.The orthometric height was determined by differential leveling
 EU0780.and adjusted in June 1991.
 EU0780
 EU0780.The geoid height was determined by GEOID03.
 EU0780
 EU0780.The dynamic height is computed by dividing the NAVD 88
 EU0780.geopotential number by the normal gravity value computed on the
 EU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0780.degrees latitude (g = 980.6199 gals.).
 EU0780
 EU0780.The modeled gravity was interpolated from observed gravity values.
 EU0780
 EU0780;                    North         East    Units  Estimated Accuracy
 EU0780;SPC AZ W     -   419,760.      174,460.      MT  (+/- 180 meters Scaled)
 EU0780
 EU0780                          SUPERSEDED SURVEY CONTROL
 EU0780
 EU0780.No superseded survey control is available for this station.
 EU0780
 EU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU584527(NAD 83)
 EU0780_MARKER: DB = BENCH MARK DISK
 EU0780_SETTING: 66 = SET IN ROCK OUTCROP
 EU0780_SP_SET: ROCK OUTCROP
 EU0780_STAMPING: W 484 1981
 EU0780_MARK LOGO: NGS   
 EU0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0780+STABILITY: POSITION/ELEVATION WELL
 EU0780
 EU0780  HISTORY     - Date     Condition        Report By
 EU0780  HISTORY     - 1981     MONUMENTED       NGS
 EU0780
 EU0780                          STATION DESCRIPTION
 EU0780
 EU0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0780'9.9 KM (6.15 MI) SW FROM YUCCA.
 EU0780'9.9 KM (6.15 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0780'ROAD OVERPASS IN YUCCA, IN TOP OF A LARGE GRANITE OUTCROP IN THE
 EU0780'MEDIAN, 0.25 KM (0.15 MI) NORTHEAST OF MILEPOST 19, 12.2 METERS (40
 EU0780'FT) SOUTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES.
 EU0780'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 EU0780'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0957 ***********************************************************************
 FS0957  DESIGNATION -  W 485
 FS0957  PID         -  FS0957
 FS0957  STATE/COUNTY-  AZ/MOHAVE
 FS0957  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0957
 FS0957                         *CURRENT SURVEY CONTROL
 FS0957  ___________________________________________________________________
 FS0957* NAD 83(1986)-  35 51 12.     (N)    114 35 35.     (W)     SCALED    
 FS0957* NAVD 88     -       646.469  (meters)    2120.96   (feet)  ADJUSTED  
 FS0957  ___________________________________________________________________
 FS0957  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0957  DYNAMIC HT  -         645.814 (meters)    2118.81  (feet)  COMP
 FS0957  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 FS0957
 FS0957  VERT ORDER  -  FIRST     CLASS II
 FS0957
 FS0957.The horizontal coordinates were scaled from a topographic map and have
 FS0957.an estimated accuracy of +/- 6 seconds.
 FS0957
 FS0957.The orthometric height was determined by differential leveling
 FS0957.and adjusted in June 1991.
 FS0957
 FS0957.The geoid height was determined by GEOID03.
 FS0957
 FS0957.The dynamic height is computed by dividing the NAVD 88
 FS0957.geopotential number by the normal gravity value computed on the
 FS0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0957.degrees latitude (g = 980.6199 gals.).
 FS0957
 FS0957.The modeled gravity was interpolated from observed gravity values.
 FS0957
 FS0957;                    North         East    Units  Estimated Accuracy
 FS0957;SPC AZ W     -   538,590.      137,210.      MT  (+/- 180 meters Scaled)
 FS0957
 FS0957                          SUPERSEDED SURVEY CONTROL
 FS0957
 FS0957.No superseded survey control is available for this station.
 FS0957
 FS0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV173703(NAD 83)
 FS0957_MARKER: DB = BENCH MARK DISK
 FS0957_SETTING: 66 = SET IN ROCK OUTCROP
 FS0957_SP_SET: ROCK OUTCROP
 FS0957_STAMPING: W 485 1981
 FS0957_MARK LOGO: NGS   
 FS0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0957+STABILITY: POSITION/ELEVATION WELL
 FS0957
 FS0957  HISTORY     - Date     Condition        Report By
 FS0957  HISTORY     - 1981     MONUMENTED       NGS
 FS0957
 FS0957                          STATION DESCRIPTION
 FS0957
 FS0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0957'24.2 KM (15.05 MI) SE FROM HOOVER DAM.
 FS0957'24.2 KM (15.05 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0957'END OF HOOVER DAM, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST 15, 0.2 KM
 FS0957'(0.15 MI) NORTHWEST OF THE NORTHWEST END OF A CURVE, IN TOP OF A
 FS0957'GRANITE OUTCROP, ACROSS THE HIGHWAY FROM A SMALL ROCK CUT, 12.6 METERS
 FS0957'(41.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.1 METERS (56 FT)
 FS0957'NORTH OF THE SOUTHWEST END OF THE NORTHWEST ONE OF TWO 36-INCH METAL
 FS0957'PIPES OF A CULVERT.
 FS0957'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 FS0957'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0694 ***********************************************************************
 FR0694  DESIGNATION -  W 486
 FR0694  PID         -  FR0694
 FR0694  STATE/COUNTY-  AZ/MOHAVE
 FR0694  USGS QUAD   -  VALENTINE (1980)
 FR0694
 FR0694                         *CURRENT SURVEY CONTROL
 FR0694  ___________________________________________________________________
 FR0694* NAD 83(1986)-  35 23 04.     (N)    113 44 00.     (W)     SCALED    
 FR0694* NAVD 88     -      1077.884  (meters)    3536.36   (feet)  ADJUSTED  
 FR0694  ___________________________________________________________________
 FR0694  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FR0694  DYNAMIC HT  -        1076.599 (meters)    3532.14  (feet)  COMP
 FR0694  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 FR0694
 FR0694  VERT ORDER  -  FIRST     CLASS II
 FR0694
 FR0694.The horizontal coordinates were scaled from a topographic map and have
 FR0694.an estimated accuracy of +/- 6 seconds.
 FR0694
 FR0694.The orthometric height was determined by differential leveling
 FR0694.and adjusted in June 1991.
 FR0694
 FR0694.The geoid height was determined by GEOID03.
 FR0694
 FR0694.The dynamic height is computed by dividing the NAVD 88
 FR0694.geopotential number by the normal gravity value computed on the
 FR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0694.degrees latitude (g = 980.6199 gals.).
 FR0694
 FR0694.The modeled gravity was interpolated from observed gravity values.
 FR0694
 FR0694;                    North         East    Units  Estimated Accuracy
 FR0694;SPC AZ W     -   486,240.      214,870.      MT  (+/- 180 meters Scaled)
 FR0694
 FR0694                          SUPERSEDED SURVEY CONTROL
 FR0694
 FR0694.No superseded survey control is available for this station.
 FR0694
 FR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE517191(NAD 83)
 FR0694_MARKER: DB = BENCH MARK DISK
 FR0694_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0694_SP_SET: HEADWALL
 FR0694_STAMPING: W 486 1982
 FR0694_MARK LOGO: NGS   
 FR0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0694+STABILITY: SURFACE MOTION
 FR0694
 FR0694  HISTORY     - Date     Condition        Report By
 FR0694  HISTORY     - 1982     MONUMENTED       NGS
 FR0694
 FR0694                          STATION DESCRIPTION
 FR0694
 FR0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0694'42.8 KM (26.7 MI) NE FROM KINGMAN.
 FR0694'42.8 KM (26.7 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0694'FE RAILROAD FROM THE STATION AT KINGMAN, 0.6 KM (0.4 MILE) NORTHWEST
 FR0694'OF A BRIDGE OVER TRUXTON WASH, AT SEMIPHORE SIGNAL NUMBER 483.3, IN
 FR0694'TOP AND 0.3 METER (1.0 FOOT) SOUTHEAST OF THE NORTHWEST END OF THE
 FR0694'SOUTHWEST HEADWALL OF A US HIGHWAY 66 CULVERT, 19.8 METERS (65.0 FEET)
 FR0694'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  38.8 KM (24.1 MILES)
 FR0694'SOUTHWEST OF PEACH SPRINGS.
 FR0694'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0724 ***********************************************************************
 FR0724  DESIGNATION -  W 487
 FR0724  PID         -  FR0724
 FR0724  STATE/COUNTY-  AZ/MOHAVE
 FR0724  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0724
 FR0724                         *CURRENT SURVEY CONTROL
 FR0724  ___________________________________________________________________
 FR0724* NAD 83(1986)-  35 32 35.     (N)    113 24 14.     (W)     SCALED    
 FR0724* NAVD 88     -      1538.661  (meters)    5048.09   (feet)  ADJUSTED  
 FR0724  ___________________________________________________________________
 FR0724  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FR0724  DYNAMIC HT  -        1536.724 (meters)    5041.74  (feet)  COMP
 FR0724  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 FR0724
 FR0724  VERT ORDER  -  FIRST     CLASS II
 FR0724
 FR0724.The horizontal coordinates were scaled from a topographic map and have
 FR0724.an estimated accuracy of +/- 6 seconds.
 FR0724
 FR0724.The orthometric height was determined by differential leveling
 FR0724.and adjusted in June 1991.
 FR0724
 FR0724.The geoid height was determined by GEOID03.
 FR0724
 FR0724.The dynamic height is computed by dividing the NAVD 88
 FR0724.geopotential number by the normal gravity value computed on the
 FR0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0724.degrees latitude (g = 980.6199 gals.).
 FR0724
 FR0724.The modeled gravity was interpolated from observed gravity values.
 FR0724
 FR0724;                    North         East    Units  Estimated Accuracy
 FR0724;SPC AZ W     -   503,890.      244,740.      MT  (+/- 180 meters Scaled)
 FR0724
 FR0724                          SUPERSEDED SURVEY CONTROL
 FR0724
 FR0724.No superseded survey control is available for this station.
 FR0724
 FR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE820359(NAD 83)
 FR0724_MARKER: DB = BENCH MARK DISK
 FR0724_SETTING: 66 = SET IN ROCK OUTCROP
 FR0724_SP_SET: ROCK OUTCROP
 FR0724_STAMPING: W 487 1982
 FR0724_MARK LOGO: NGS   
 FR0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0724+STABILITY: POSITION/ELEVATION WELL
 FR0724
 FR0724  HISTORY     - Date     Condition        Report By
 FR0724  HISTORY     - 1982     MONUMENTED       NGS
 FR0724
 FR0724                          STATION DESCRIPTION
 FR0724
 FR0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0724'4.8 KM (3.0 MI) NE FROM PEACH SPRINGS.
 FR0724'4.8 KM (3.0 MILES) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0724'AT PEACH SPRINGS, 0.05 MILE SOUTHWEST OF MILEPOST 105, 0.05 MILE
 FR0724'SOUTHWEST OF THE SOUTHWEST END OF A STEEL GUARD RAIL, 0.3 KM (0.2 MILE
 FR0724'SOUTH OF A LARGE WATER TANK, 19.5 METERS (64.0 FEET) SOUTHEAST OF A
 FR0724'FENCE, 11.2 METERS (37.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 FR0724'HIGHWAY, 18.2 METERS (60.0 FEET) EAST OF THE EAST EDGE OF AN ASPHALT
 FR0724'PILE, IN TOP OF A 4 BY 6 FOOT PORTION OF EXPOSED CONGLOMERATE OF
 FR0724'LIMESTONE.
 FR0724'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FR0724'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0758 ***********************************************************************
 FR0758  DESIGNATION -  W 488
 FR0758  PID         -  FR0758
 FR0758  STATE/COUNTY-  AZ/YAVAPAI
 FR0758  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0758
 FR0758                         *CURRENT SURVEY CONTROL
 FR0758  ___________________________________________________________________
 FR0758* NAD 83(1986)-  35 13 32.     (N)    112 33 54.     (W)     SCALED    
 FR0758* NAVD 88     -      1545.880  (meters)    5071.77   (feet)  ADJUSTED  
 FR0758  ___________________________________________________________________
 FR0758  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 FR0758  DYNAMIC HT  -        1543.860 (meters)    5065.15  (feet)  COMP
 FR0758  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 FR0758
 FR0758  VERT ORDER  -  FIRST     CLASS II
 FR0758
 FR0758.The horizontal coordinates were scaled from a topographic map and have
 FR0758.an estimated accuracy of +/- 6 seconds.
 FR0758
 FR0758.The orthometric height was determined by differential leveling
 FR0758.and adjusted in June 1991.
 FR0758
 FR0758.The geoid height was determined by GEOID03.
 FR0758
 FR0758.The dynamic height is computed by dividing the NAVD 88
 FR0758.geopotential number by the normal gravity value computed on the
 FR0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0758.degrees latitude (g = 980.6199 gals.).
 FR0758
 FR0758.The modeled gravity was interpolated from observed gravity values.
 FR0758
 FR0758;                    North         East    Units  Estimated Accuracy
 FR0758;SPC AZ C     -   468,790.      154,340.      MT  (+/- 180 meters Scaled)
 FR0758
 FR0758                          SUPERSEDED SURVEY CONTROL
 FR0758
 FR0758.No superseded survey control is available for this station.
 FR0758
 FR0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD575991(NAD 83)
 FR0758_MARKER: DB = BENCH MARK DISK
 FR0758_SETTING: 66 = SET IN ROCK OUTCROP
 FR0758_SP_SET: ROCK OUTCROP
 FR0758_STAMPING: W 488 1982
 FR0758_MARK LOGO: NGS   
 FR0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0758+STABILITY: POSITION/ELEVATION WELL
 FR0758
 FR0758  HISTORY     - Date     Condition        Report By
 FR0758  HISTORY     - 1982     MONUMENTED       NGS
 FR0758
 FR0758                          STATION DESCRIPTION
 FR0758
 FR0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0758'8.1 KM (5.1 MI) WEST FROM ASH FORK.
 FR0758'8.1 KM (5.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0758'US HIGHWAY 89 IN ASH FORK, AT MILEPOST 141 AND CROOKTON ROAD EXIT
 FR0758'SIGN, DUE SOUTH OF POWER LINE POLE 47-2, IN TOP OF A VOLCANIC OUTCROP
 FR0758'LOCATED IN A LOW HIGHWAY CUT BETWEEN THE HIGHWAY LANES, 112.7 METERS
 FR0758'(350 FT) EAST OF MILEPOST 141, 25.6 METERS (84 FT) NORTH OF THE
 FR0758'CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 8.2 METERS (27 FT) SOUTH
 FR0758'OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANES, 25.6 METERS (84 FT)
 FR0758'EAST OF A POINT IN LINE WITH A SIGN.
 FR0758'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FR0758'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0784 ***********************************************************************
 FR0784  DESIGNATION -  W 489
 FR0784  PID         -  FR0784
 FR0784  STATE/COUNTY-  AZ/COCONINO
 FR0784  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0784
 FR0784                         *CURRENT SURVEY CONTROL
 FR0784  ___________________________________________________________________
 FR0784* NAD 83(1986)-  35 15 26.     (N)    112 06 35.     (W)     SCALED    
 FR0784* NAVD 88     -      2121.382  (meters)    6959.90   (feet)  ADJUSTED  
 FR0784  ___________________________________________________________________
 FR0784  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FR0784  DYNAMIC HT  -        2118.383 (meters)    6950.06  (feet)  COMP
 FR0784  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 FR0784
 FR0784  VERT ORDER  -  FIRST     CLASS II
 FR0784
 FR0784.The horizontal coordinates were scaled from a topographic map and have
 FR0784.an estimated accuracy of +/- 6 seconds.
 FR0784
 FR0784.The orthometric height was determined by differential leveling
 FR0784.and adjusted in June 1991.
 FR0784
 FR0784.The geoid height was determined by GEOID03.
 FR0784
 FR0784.The dynamic height is computed by dividing the NAVD 88
 FR0784.geopotential number by the normal gravity value computed on the
 FR0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0784.degrees latitude (g = 980.6199 gals.).
 FR0784
 FR0784.The modeled gravity was interpolated from observed gravity values.
 FR0784
 FR0784;                    North         East    Units  Estimated Accuracy
 FR0784;SPC AZ C     -   472,130.      195,790.      MT  (+/- 180 meters Scaled)
 FR0784
 FR0784                          SUPERSEDED SURVEY CONTROL
 FR0784
 FR0784.No superseded survey control is available for this station.
 FR0784
 FR0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE990021(NAD 83)
 FR0784_MARKER: DB = BENCH MARK DISK
 FR0784_SETTING: 66 = SET IN ROCK OUTCROP
 FR0784_SP_SET: ROCK OUTCROP
 FR0784_STAMPING: W 489 1982
 FR0784_MARK LOGO: NGS   
 FR0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0784+STABILITY: POSITION/ELEVATION WELL
 FR0784
 FR0784  HISTORY     - Date     Condition        Report By
 FR0784  HISTORY     - 1982     MONUMENTED       NGS
 FR0784
 FR0784                          STATION DESCRIPTION
 FR0784
 FR0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0784'8.0 KM (5.0 MI) EAST FROM WILLIAMS.
 FR0784'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0784'AND SANTA FE RAILROAD IN WILLIAMS, THENCE 4.0 KM (2.5 MI) EAST ALONG
 FR0784'INTERSTATE HIGHWAY 40, AT HIGHWAY SIGN I-40 EAST, 0.3 KM (0.2 MI) EAST
 FR0784'OF MILEPOST 168, 0.2 KM (0.1 MI) EAST OF A CROSS ROAD, IN TOP OF A 2
 FR0784'BY 3 FOOT EXPOSSED PORTION OF VOLCANIC OUTCROP, IN THE BOTTOM OF A
 FR0784'DRAINAGE DITCH AT THE NORTH EDGE OF THE TREE LINE, 18.2 METERS (60 FT)
 FR0784'SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 18.2 METERS
 FR0784'(60 FT) SOUTHEAST OF THE HIGHWAY SIGN.
 FR0784'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 FR0784'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0060 ***********************************************************************
 GP0060  DESIGNATION -  W 49
 GP0060  PID         -  GP0060
 GP0060  STATE/COUNTY-  AZ/COCONINO
 GP0060  USGS QUAD   -  TONALEA (1982)
 GP0060
 GP0060                         *CURRENT SURVEY CONTROL
 GP0060  ___________________________________________________________________
 GP0060* NAD 83(1986)-  36 19 38.     (N)    110 55 27.     (W)     SCALED    
 GP0060* NAVD 88     -      1665.546  (meters)    5464.38   (feet)  ADJUSTED  
 GP0060  ___________________________________________________________________
 GP0060  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 GP0060  DYNAMIC HT  -        1663.460 (meters)    5457.53  (feet)  COMP
 GP0060  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 GP0060
 GP0060  VERT ORDER  -  FIRST     CLASS II
 GP0060
 GP0060.The horizontal coordinates were scaled from a topographic map and have
 GP0060.an estimated accuracy of +/- 6 seconds.
 GP0060
 GP0060.The orthometric height was determined by differential leveling
 GP0060.and adjusted in June 1991.
 GP0060
 GP0060.The geoid height was determined by GEOID03.
 GP0060
 GP0060.The dynamic height is computed by dividing the NAVD 88
 GP0060.geopotential number by the normal gravity value computed on the
 GP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0060.degrees latitude (g = 980.6199 gals.).
 GP0060
 GP0060.The modeled gravity was interpolated from observed gravity values.
 GP0060
 GP0060;                    North         East    Units  Estimated Accuracy
 GP0060;SPC AZ C     -   591,280.      302,470.      MT  (+/- 180 meters Scaled)
 GP0060
 GP0060                          SUPERSEDED SURVEY CONTROL
 GP0060
 GP0060  NGVD 29 (??/??/92) 1664.584  (m)         5461.22   (f) ADJ UNCH    1 2
 GP0060
 GP0060.Superseded values are not recommended for survey control.
 GP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0060.See file dsdata.txt to determine how the superseded data were derived.
 GP0060
 GP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF068202(NAD 83)
 GP0060_MARKER: DB = BENCH MARK DISK
 GP0060_SETTING: 0 = UNSPECIFIED SETTING
 GP0060_STAMPING: W 49 1934
 GP0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0060
 GP0060  HISTORY     - Date     Condition        Report By
 GP0060  HISTORY     - 1934     MONUMENTED       CGS
 GP0060  HISTORY     - 1970     GOOD             USGS
 GP0060  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0060
 GP0060                          STATION DESCRIPTION
 GP0060
 GP0060'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0060'1.2 MI NE FROM TONALEA.
 GP0060'1.2 MILE NORTHEAST ALONG U.S. HWY. 164 FROM TONALEA, COCONINO COUNTY,
 GP0060'0.1 MILE NORTHEAST ALONG U.S. HWY. 164 FROM THE ELEPHANT FEET ROCK
 GP0060'FORMATION, THENCE SOUTHEAST ON A DIRT ROAD 0.1 MILE TO A FORK, THENCE
 GP0060'SOUTHWEST ALONG A USED SEGEMENT OF THE OLD TUBA CITY-KAYENTA DIRT ROAD
 GP0060'0.4 MILE TO A POINT 1300 FEET SOUTH OF AND ON THE EXTENSION OF THE
 GP0060'LINE CONNECTING THE CENTERS OF THE ELEPHANT FEET, AND 51 FEET
 GP0060'SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 GP0060
 GP0060                          STATION RECOVERY (1983)
 GP0060
 GP0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2362 ***********************************************************************
 CZ2362  DESIGNATION -  W 49
 CZ2362  PID         -  CZ2362
 CZ2362  STATE/COUNTY-  AZ/PINAL
 CZ2362  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2362
 CZ2362                         *CURRENT SURVEY CONTROL
 CZ2362  ___________________________________________________________________
 CZ2362* NAD 83(1992)-  32 48 22.26430(N)    111 52 40.47342(W)     ADJUSTED  
 CZ2362* NAVD 88     -       418.34   (+/-2cm)    1372.5    (feet)  VERTCON   
 CZ2362  ___________________________________________________________________
 CZ2362  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CZ2362  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ2362  HORZ ORDER  -  FIRST
 CZ2362  VERT ORDER  -  THIRD ? (See Below)
 CZ2362
 CZ2362.The horizontal coordinates were established by classical geodetic methods
 CZ2362.and adjusted by the National Geodetic Survey in August 1993.
 CZ2362
 CZ2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2362.The vertical order pertains to the NGVD 29 superseded value.
 CZ2362
 CZ2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2362
 CZ2362.The geoid height was determined by GEOID03.
 CZ2362
 CZ2362;                    North         East     Units Scale Factor Converg.
 CZ2362;SPC AZ C     -   200,259.691   216,989.538   MT  0.99990016   +0 01 15.6
 CZ2362;SPC AZ C     -   657,019.98    711,907.93   iFT  0.99990016   +0 01 15.6
 CZ2362;UTM  12      - 3,630,142.052   417,809.196   MT  0.99968329   -0 28 32.4
 CZ2362
 CZ2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2362!SPC AZ C     -   0.99993909  x   0.99990016  =   0.99983926
 CZ2362!UTM  12      -   0.99993909  x   0.99968329  =   0.99962240
 CZ2362
 CZ2362|---------------------------------------------------------------------|
 CZ2362| PID    Reference Object                     Distance      Geod. Az  |
 CZ2362|                                                           dddmmss.s |
 CZ2362| CH5672 W 49 RM E                             8.840 METERS 08934     |
 CZ2362| CH5673 W 49 RM S                             8.831 METERS 17936     |
 CZ2362| CZ2363 W 51X                               APPROX. 3.1 KM 1915916.6 |
 CZ2362|---------------------------------------------------------------------|
 CZ2362
 CZ2362                          SUPERSEDED SURVEY CONTROL
 CZ2362
 CZ2362  NAD 83(1986)-  32 48 22.25765(N)    111 52 40.47412(W) AD(       ) 1
 CZ2362  NAD 27      -  32 48 22.06079(N)    111 52 38.00058(W) AD(       ) 1
 CZ2362  NGVD 29 (07/19/86)  417.73   (m)         1370.5    (f) LEVELING    3  
 CZ2362
 CZ2362.Superseded values are not recommended for survey control.
 CZ2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2362.See file dsdata.txt to determine how the superseded data were derived.
 CZ2362
 CZ2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1780930142(NAD 83)
 CZ2362_MARKER: DD = SURVEY DISK
 CZ2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2362+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2362
 CZ2362  HISTORY     - Date     Condition        Report By
 CZ2362  HISTORY     - 1966     MONUMENTED       DMA
 CZ2362  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2362
 CZ2362                          STATION DESCRIPTION
 CZ2362
 CZ2362'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2362'T-7-S.  R-4-E.  IN SECTION 24 NEAR THE NORTHEAST CORNER.
 CZ2362'
 CZ2362'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2362'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2362'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2362'STAMPED--W 49 1966 ARMY MAP SERVICE.
 CZ2362'
 CZ2362'THE STATION MARK IS LOCATED 87 FEET WEST OF THE CENTERLINE OF
 CZ2362'THE NORTH-SOUTH ROAD.  62 FEET WEST OF THE CENTERLINE OF THE
 CZ2362'NORTH-SOUTH POWERLINE.  59 FEET SOUTH OF THE CENTERLINE OF THE
 CZ2362'EAST-WEST ROAD.
 CZ2362'
 CZ2362'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2362'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 7.0 MILES TO A CROSSROAD
 CZ2362'(MIDWAY ROAD).  TURN LEFT ON MIDWAY ROAD AND GO SOUTH FOR
 CZ2362'5.0 MILES TO A CROSSROAD AND THE STATION SITE.  NOTE--THERE IS
 CZ2362'ABOUT A 100 FEET OFFSET IN THE CROSSROAD.
 CZ2362
 CZ2362                          STATION RECOVERY (2007)
 CZ2362
 CZ2362'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0393 ***********************************************************************
 FQ0393  DESIGNATION -  W 490
 FQ0393  PID         -  FQ0393
 FQ0393  STATE/COUNTY-  AZ/COCONINO
 FQ0393  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0393
 FQ0393                         *CURRENT SURVEY CONTROL
 FQ0393  ___________________________________________________________________
 FQ0393* NAD 83(1986)-  35 09 34.     (N)    111 40 43.     (W)     SCALED    
 FQ0393* NAVD 88     -      2127.856  (meters)    6981.14   (feet)  ADJUSTED  
 FQ0393  ___________________________________________________________________
 FQ0393  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0393  DYNAMIC HT  -        2124.821 (meters)    6971.18  (feet)  COMP
 FQ0393  MODELED GRAV-     979,130.7   (mgal)                       NAVD 88
 FQ0393
 FQ0393  VERT ORDER  -  FIRST     CLASS II
 FQ0393
 FQ0393.The horizontal coordinates were scaled from a topographic map and have
 FQ0393.an estimated accuracy of +/- 6 seconds.
 FQ0393
 FQ0393.The orthometric height was determined by differential leveling
 FQ0393.and adjusted in June 1991.
 FQ0393
 FQ0393.The geoid height was determined by GEOID03.
 FQ0393
 FQ0393.The dynamic height is computed by dividing the NAVD 88
 FQ0393.geopotential number by the normal gravity value computed on the
 FQ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0393.degrees latitude (g = 980.6199 gals.).
 FQ0393
 FQ0393.The modeled gravity was interpolated from observed gravity values.
 FQ0393
 FQ0393;                    North         East    Units  Estimated Accuracy
 FQ0393;SPC AZ C     -   461,290.      235,050.      MT  (+/- 180 meters Scaled)
 FQ0393
 FQ0393                          SUPERSEDED SURVEY CONTROL
 FQ0393
 FQ0393.No superseded survey control is available for this station.
 FQ0393
 FQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD381909(NAD 83)
 FQ0393_MARKER: DB = BENCH MARK DISK
 FQ0393_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0393_SP_SET: ROCK OUTCROP
 FQ0393_STAMPING: W 490 1982
 FQ0393_MARK LOGO: NGS   
 FQ0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0393+STABILITY: POSITION/ELEVATION WELL
 FQ0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0393+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0393
 FQ0393  HISTORY     - Date     Condition        Report By
 FQ0393  HISTORY     - 1982     MONUMENTED       NGS
 FQ0393  HISTORY     - 20050929 GOOD             USPSQD
 FQ0393  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0393
 FQ0393                          STATION DESCRIPTION
 FQ0393
 FQ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0393'1.8 KM (1.15 MI) SW FROM FLAGSTAFF.
 FQ0393'1.8 KM (1.15 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0393'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A
 FQ0393'LEDGE OF LIMESTONE OUTCROP AT THE CREST OF A SMALL RISE IN THE HIGHWAY
 FQ0393'UNDER A DOUBLE POWER POLE CROSSING, 7.3 METERS (24.0 FT) NORTHWEST OF
 FQ0393'THE HIGHWAY CENTERLINE, 27.4 METERS (90.0 FT) NORTHEAST OF THE
 FQ0393'SOUTHWEST END OF A CUT, 8.5 METERS (28.0 FT) SOUTHEAST OF THE RIGHT OF
 FQ0393'WAY FENCE, 2.1 METERS (7.0 FT) SOUTHWEST OF A 4 INCH PINE TREE.
 FQ0393'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0393'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 FQ0393
 FQ0393                          STATION RECOVERY (2005)
 FQ0393
 FQ0393'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0393'RECOVERED AS DESCRIBED.  NO WITNESS POST PRESENT.
 FQ0393
 FQ0393                          STATION RECOVERY (2007)
 FQ0393
 FQ0393'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0393'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 FQ0393'THE DESCRIPTION - THE PINE TREE WAS NOT FOUND, AND THE MARK IS 3 FEET
 FQ0393'ABOVE THE HIGHWAY. HANDHELD COORDINATES
 FQ0393'35 09 35.0 (N)   111 40 42.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0643 ***********************************************************************
 ES0643  DESIGNATION -  W 491
 ES0643  PID         -  ES0643
 ES0643  STATE/COUNTY-  AZ/COCONINO
 ES0643  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0643
 ES0643                         *CURRENT SURVEY CONTROL
 ES0643  ___________________________________________________________________
 ES0643* NAD 83(1986)-  34 57 24.     (N)    111 45 16.     (W)     SCALED    
 ES0643* NAVD 88     -      1538.214  (meters)    5046.62   (feet)  ADJUSTED  
 ES0643  ___________________________________________________________________
 ES0643  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 ES0643  DYNAMIC HT  -        1536.167 (meters)    5039.91  (feet)  COMP
 ES0643  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 ES0643
 ES0643  VERT ORDER  -  FIRST     CLASS II
 ES0643
 ES0643.The horizontal coordinates were scaled from a topographic map and have
 ES0643.an estimated accuracy of +/- 6 seconds.
 ES0643
 ES0643.The orthometric height was determined by differential leveling
 ES0643.and adjusted in June 1991.
 ES0643
 ES0643.The geoid height was determined by GEOID03.
 ES0643
 ES0643.The dynamic height is computed by dividing the NAVD 88
 ES0643.geopotential number by the normal gravity value computed on the
 ES0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0643.degrees latitude (g = 980.6199 gals.).
 ES0643
 ES0643.The modeled gravity was interpolated from observed gravity values.
 ES0643
 ES0643;                    North         East    Units  Estimated Accuracy
 ES0643;SPC AZ C     -   438,780.      228,180.      MT  (+/- 180 meters Scaled)
 ES0643
 ES0643                          SUPERSEDED SURVEY CONTROL
 ES0643
 ES0643.No superseded survey control is available for this station.
 ES0643
 ES0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD311684(NAD 83)
 ES0643_MARKER: DB = BENCH MARK DISK
 ES0643_SETTING: 80 = SET IN A BOULDER
 ES0643_SP_SET: BOULDER
 ES0643_STAMPING: W 491 1982
 ES0643_MARK LOGO: NGS   
 ES0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0643+STABILITY: SURFACE MOTION
 ES0643
 ES0643  HISTORY     - Date     Condition        Report By
 ES0643  HISTORY     - 1982     MONUMENTED       NGS
 ES0643
 ES0643                          STATION DESCRIPTION
 ES0643
 ES0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0643'12.9 KM (8.0 MI) NORTH FROM SEDONA.
 ES0643'12.9 KM (8.0 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0643'OFFICE IN SEDONA, IN TOP OF THE WEST LOWER EDGE OF A 6 BY 8 FOOT
 ES0643'EMBEDDED BOULDER PROJECTING 3 FEET ABOVE THE GROUND, AT THE SOUTH END
 ES0643'OF A SMALL PULL OUT AREA AND ACROSS THE HIGHWAY FROM A CAMPGROUND
 ES0643'ENTRANCE, 0.2 KM (0.1 MI) NORTH OF MILEPOST 382, 5.4 METERS (18.0 FT)
 ES0643'EAST OF THE HIGHWAY CENTERLINE, 59.4 METERS (195.0 FT) SOUTH OF THE
 ES0643'SOUTH END OF A STEEL GUARD RAIL, 24.3 METERS (80.0 FT) SOUTHEAST OF
 ES0643'THE CAMPGROUND ENTRANCE GATE.
 ES0643'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0643'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0654 ***********************************************************************
 ES0654  DESIGNATION -  W 492
 ES0654  PID         -  ES0654
 ES0654  STATE/COUNTY-  AZ/YAVAPAI
 ES0654  USGS QUAD   -  SEDONA (1969)
 ES0654
 ES0654                         *CURRENT SURVEY CONTROL
 ES0654  ___________________________________________________________________
 ES0654* NAD 83(1986)-  34 51 47.     (N)    111 48 05.     (W)     SCALED    
 ES0654* NAVD 88     -      1334.648  (meters)    4378.76   (feet)  ADJUSTED  
 ES0654  ___________________________________________________________________
 ES0654  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ES0654  DYNAMIC HT  -        1332.929 (meters)    4373.12  (feet)  COMP
 ES0654  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 ES0654
 ES0654  VERT ORDER  -  FIRST     CLASS II
 ES0654
 ES0654.The horizontal coordinates were scaled from a topographic map and have
 ES0654.an estimated accuracy of +/- 6 seconds.
 ES0654
 ES0654.The orthometric height was determined by differential leveling
 ES0654.and adjusted in June 1991.
 ES0654
 ES0654.The geoid height was determined by GEOID03.
 ES0654
 ES0654.The dynamic height is computed by dividing the NAVD 88
 ES0654.geopotential number by the normal gravity value computed on the
 ES0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0654.degrees latitude (g = 980.6199 gals.).
 ES0654
 ES0654.The modeled gravity was interpolated from observed gravity values.
 ES0654
 ES0654;                    North         East    Units  Estimated Accuracy
 ES0654;SPC AZ C     -   428,390.      223,900.      MT  (+/- 180 meters Scaled)
 ES0654
 ES0654                          SUPERSEDED SURVEY CONTROL
 ES0654
 ES0654.No superseded survey control is available for this station.
 ES0654
 ES0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD267581(NAD 83)
 ES0654_MARKER: DB = BENCH MARK DISK
 ES0654_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES0654_SP_SET: HEADWALL
 ES0654_STAMPING: W 492 1982
 ES0654_MARK LOGO: NGS   
 ES0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0654+STABILITY: SURFACE MOTION
 ES0654
 ES0654  HISTORY     - Date     Condition        Report By
 ES0654  HISTORY     - 1982     MONUMENTED       NGS
 ES0654  HISTORY     - 19950713 GOOD             USPSQD
 ES0654
 ES0654                          STATION DESCRIPTION
 ES0654
 ES0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0654'3.5 KM (2.2 MI) WEST FROM SEDONA.
 ES0654'3.5 KM (2.2 MI) WEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0654'OFFICE IN SEDONA, IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 6
 ES0654'BY 4 FOOT DOUBLE BOX CULVERT UNDER THE HIGHWAY, AT AN INTERSECTION OF
 ES0654'POWER LINES AND IN THE SOUTHEAST CORNER OF THE INTERSECTION OF MADOLE
 ES0654'DRIVE, 0.3 KM (0.2 MI) WEST OF MILEPOST 372, 10.7 METERS (35 FT) SOUTH
 ES0654'OF THE EAST BOUND HIGHWAY CENTERLINE, 25.6 METERS (84 FT) NORTHWEST OF
 ES0654'THE NORTHWEST CORNER OF A LONG METAL BUILDING, 14.6 METERS (48 FT)
 ES0654'EAST OF THE CENTER OF MADOLE DRIVE, 9.7 METERS (32 FT) EAST OF POWER
 ES0654'POLE VF42565T.
 ES0654'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 ES0654
 ES0654                          STATION RECOVERY (1995)
 ES0654
 ES0654'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0676 ***********************************************************************
 ES0676  DESIGNATION -  W 493
 ES0676  PID         -  ES0676
 ES0676  STATE/COUNTY-  AZ/YAVAPAI
 ES0676  USGS QUAD   -  CORNVILLE (1968)
 ES0676
 ES0676                         *CURRENT SURVEY CONTROL
 ES0676  ___________________________________________________________________
 ES0676* NAD 83(1986)-  34 37 48.     (N)    111 56 05.     (W)     SCALED    
 ES0676* NAVD 88     -       996.938  (meters)    3270.79   (feet)  ADJUSTED  
 ES0676  ___________________________________________________________________
 ES0676  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 ES0676  DYNAMIC HT  -         995.680 (meters)    3266.66  (feet)  COMP
 ES0676  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 ES0676
 ES0676  VERT ORDER  -  FIRST     CLASS II
 ES0676
 ES0676.The horizontal coordinates were scaled from a topographic map and have
 ES0676.an estimated accuracy of +/- 6 seconds.
 ES0676
 ES0676.The orthometric height was determined by differential leveling
 ES0676.and adjusted in June 1991.
 ES0676
 ES0676.The geoid height was determined by GEOID03.
 ES0676
 ES0676.The dynamic height is computed by dividing the NAVD 88
 ES0676.geopotential number by the normal gravity value computed on the
 ES0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0676.degrees latitude (g = 980.6199 gals.).
 ES0676
 ES0676.The modeled gravity was interpolated from observed gravity values.
 ES0676
 ES0676;                    North         East    Units  Estimated Accuracy
 ES0676;SPC AZ C     -   402,530.      211,710.      MT  (+/- 180 meters Scaled)
 ES0676
 ES0676                          SUPERSEDED SURVEY CONTROL
 ES0676
 ES0676.No superseded survey control is available for this station.
 ES0676
 ES0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD143324(NAD 83)
 ES0676_MARKER: I = METAL ROD
 ES0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0676_SP_SET: STAINLESS STEEL ROD
 ES0676_STAMPING: W 493 1982
 ES0676_MARK LOGO: NGS   
 ES0676_PROJECTION: FLUSH
 ES0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0676_ROD/PIPE-DEPTH: 2.7  meters
 ES0676
 ES0676  HISTORY     - Date     Condition        Report By
 ES0676  HISTORY     - 1982     MONUMENTED       NGS
 ES0676
 ES0676                          STATION DESCRIPTION
 ES0676
 ES0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0676'12.1 KM (7.5 MI) SE FROM COTTONWOOD.
 ES0676'12.1 KM (7.5 MI) SOUTHEAST ALONG STATE HIGHWAY 279 FROM THE JUNCTION
 ES0676'OF US HIGHWAY 89 ALTERNATE IN COTTONWOOD, 0.1 KM (0.05 MI) NORTHWEST
 ES0676'OF MILEPOST 292 ON A SMALL KNOLL, 11.1 KM (6.9 MI) NORTHWEST ALONG
 ES0676'STATE HIGHWAY 279 FROM THE POST OFFICE IN CAMP VERDE, 31.6 METERS (104
 ES0676'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 36.5 METERS (120 FT) NORTH OF
 ES0676'THE NORTHWEST END OF A STEEL GUARD RAIL, 0.9 METER (3 FT) SOUTHWEST OF
 ES0676'A FENCE.
 ES0676'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0676'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0700 ***********************************************************************
 ES0700  DESIGNATION -  W 494
 ES0700  PID         -  ES0700
 ES0700  STATE/COUNTY-  AZ/YAVAPAI
 ES0700  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0700
 ES0700                         *CURRENT SURVEY CONTROL
 ES0700  ___________________________________________________________________
 ES0700* NAD 83(1986)-  34 25 30.     (N)    111 40 26.     (W)     SCALED    
 ES0700* NAVD 88     -      1369.486  (meters)    4493.06   (feet)  ADJUSTED  
 ES0700  ___________________________________________________________________
 ES0700  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ES0700  DYNAMIC HT  -        1367.645 (meters)    4487.02  (feet)  COMP
 ES0700  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 ES0700
 ES0700  VERT ORDER  -  FIRST     CLASS II
 ES0700
 ES0700.The horizontal coordinates were scaled from a topographic map and have
 ES0700.an estimated accuracy of +/- 6 seconds.
 ES0700
 ES0700.The orthometric height was determined by differential leveling
 ES0700.and adjusted in June 1991.
 ES0700
 ES0700.The geoid height was determined by GEOID03.
 ES0700
 ES0700.The dynamic height is computed by dividing the NAVD 88
 ES0700.geopotential number by the normal gravity value computed on the
 ES0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0700.degrees latitude (g = 980.6199 gals.).
 ES0700
 ES0700.The modeled gravity was interpolated from observed gravity values.
 ES0700
 ES0700;                    North         East    Units  Estimated Accuracy
 ES0700;SPC AZ C     -   379,820.      235,670.      MT  (+/- 180 meters Scaled)
 ES0700
 ES0700                          SUPERSEDED SURVEY CONTROL
 ES0700
 ES0700.No superseded survey control is available for this station.
 ES0700
 ES0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD380094(NAD 83)
 ES0700_MARKER: DB = BENCH MARK DISK
 ES0700_SETTING: 66 = SET IN ROCK OUTCROP
 ES0700_SP_SET: ROCK OUTCROP
 ES0700_STAMPING: W 494 1982
 ES0700_MARK LOGO: NGS   
 ES0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0700+STABILITY: POSITION/ELEVATION WELL
 ES0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0700+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0700
 ES0700  HISTORY     - Date     Condition        Report By
 ES0700  HISTORY     - 1982     MONUMENTED       NGS
 ES0700  HISTORY     - 20080725 GOOD             GEOCAC
 ES0700
 ES0700                          STATION DESCRIPTION
 ES0700
 ES0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0700'29.1 KM (18.1 MI) SE FROM CAMP VERDE.
 ES0700'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0700'OFFICE IN CAMP VERDE, THENCE 16.4 KM (10.2 MI) SOUTHEAST ALONG FOSSIL
 ES0700'CREEK ROAD, IN TOP OF A SMALL PORTION OF OUTCROP AT THE EAST END OF A
 ES0700'LOW CUT, 0.2 KM (0.1 MI) NORTHWEST OF A CATTLE GUARD, 11.5 METERS (38
 ES0700'FT) SOUTH OF THE ROAD CENTERLINE, 25.0 METERS (82 FT) WEST OF THE
 ES0700'SOUTHWEST END OF A 48 INCH CORRUGATED METAL PIPE CULVERT.
 ES0700'THE MARK IS 0.1 METERS  W FROM A WITNESS POST.
 ES0700'THE MARK IS 0.5 M BELOW THE ROAD.
 ES0700
 ES0700                          STATION RECOVERY (2008)
 ES0700
 ES0700'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0700'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0700'34 25 30.3 (N)   111 40 25.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0706 ***********************************************************************
 ES0706  DESIGNATION -  W 495
 ES0706  PID         -  ES0706
 ES0706  STATE/COUNTY-  AZ/YAVAPAI
 ES0706  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0706
 ES0706                         *CURRENT SURVEY CONTROL
 ES0706  ___________________________________________________________________
 ES0706* NAD 83(1986)-  34 23 38.     (N)    111 38 45.     (W)     SCALED    
 ES0706* NAVD 88     -      1087.071  (meters)    3566.50   (feet)  ADJUSTED  
 ES0706  ___________________________________________________________________
 ES0706  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ES0706  DYNAMIC HT  -        1085.655 (meters)    3561.85  (feet)  COMP
 ES0706  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 ES0706  OBS GRAVITY -     979,296.1   (mgal)                       GRAV_OBS
 ES0706
 ES0706  VERT ORDER  -  FIRST     CLASS II
 ES0706
 ES0706.The horizontal coordinates were scaled from a topographic map and have
 ES0706.an estimated accuracy of +/- 6 seconds.
 ES0706
 ES0706.The orthometric height was determined by differential leveling
 ES0706.and adjusted in June 1991.
 ES0706
 ES0706.The geoid height was determined by GEOID03.
 ES0706
 ES0706.The dynamic height is computed by dividing the NAVD 88
 ES0706.geopotential number by the normal gravity value computed on the
 ES0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0706.degrees latitude (g = 980.6199 gals.).
 ES0706
 ES0706.The modeled gravity was interpolated from observed gravity values.
 ES0706.The observed gravity was obtained from relative gravimeter ties
 ES0706.to the IGSN71 gravity network.
 ES0706
 ES0706;                    North         East    Units  Estimated Accuracy
 ES0706;SPC AZ C     -   376,380.      238,260.      MT  (+/- 180 meters Scaled)
 ES0706
 ES0706                          SUPERSEDED SURVEY CONTROL
 ES0706
 ES0706.No superseded survey control is available for this station.
 ES0706
 ES0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD406060(NAD 83)
 ES0706_MARKER: DB = BENCH MARK DISK
 ES0706_SETTING: 66 = SET IN ROCK OUTCROP
 ES0706_SP_SET: ROCK OUTCROP
 ES0706_STAMPING: W 495 1982
 ES0706_MARK LOGO: NGS   
 ES0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0706+STABILITY: POSITION/ELEVATION WELL
 ES0706
 ES0706  HISTORY     - Date     Condition        Report By
 ES0706  HISTORY     - 1982     MONUMENTED       NGS
 ES0706
 ES0706                          STATION DESCRIPTION
 ES0706
 ES0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0706'23.8 KM (14.8 MI) NW FROM PINE.
 ES0706'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0706'IN PINE, THENCE 19.0 KM (11.8 MI) WEST ALONG FOSSIL CREEK ROAD, 0.3 KM
 ES0706'(0.2 MI) WEST OF A CATTLE GUARD, IN TOP OF THE BASE OF AN OUTCROP
 ES0706'PROJECTING FROM A BOULDER, 4.6 METERS (15 FT) NORTHWEST OF THE ROAD
 ES0706'CENTERLINE.
 ES0706'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0706'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0749 ***********************************************************************
 ES0749  DESIGNATION -  W 496
 ES0749  PID         -  ES0749
 ES0749  STATE/COUNTY-  AZ/GILA
 ES0749  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0749
 ES0749                         *CURRENT SURVEY CONTROL
 ES0749  ___________________________________________________________________
 ES0749* NAD 83(1986)-  34 09 26.     (N)    111 20 15.     (W)     SCALED    
 ES0749* NAVD 88     -      1275.226  (meters)    4183.80   (feet)  ADJUSTED  
 ES0749  ___________________________________________________________________
 ES0749  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0749  DYNAMIC HT  -        1273.538 (meters)    4178.27  (feet)  COMP
 ES0749  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 ES0749
 ES0749  VERT ORDER  -  FIRST     CLASS II
 ES0749
 ES0749.The horizontal coordinates were scaled from a topographic map and have
 ES0749.an estimated accuracy of +/- 6 seconds.
 ES0749
 ES0749.The orthometric height was determined by differential leveling
 ES0749.and adjusted in June 1991.
 ES0749
 ES0749.The geoid height was determined by GEOID03.
 ES0749
 ES0749.The dynamic height is computed by dividing the NAVD 88
 ES0749.geopotential number by the normal gravity value computed on the
 ES0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0749.degrees latitude (g = 980.6199 gals.).
 ES0749
 ES0749.The modeled gravity was interpolated from observed gravity values.
 ES0749
 ES0749;                    North         East    Units  Estimated Accuracy
 ES0749;SPC AZ E     -   350,710.      105,400.      MT  (+/- 180 meters Scaled)
 ES0749
 ES0749                          SUPERSEDED SURVEY CONTROL
 ES0749
 ES0749.No superseded survey control is available for this station.
 ES0749
 ES0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC688796(NAD 83)
 ES0749_MARKER: DB = BENCH MARK DISK
 ES0749_SETTING: 66 = SET IN ROCK OUTCROP
 ES0749_SP_SET: ROCK OUTCROP
 ES0749_STAMPING: W 496 1982
 ES0749_MARK LOGO: NGS   
 ES0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0749+STABILITY: POSITION/ELEVATION WELL
 ES0749
 ES0749  HISTORY     - Date     Condition        Report By
 ES0749  HISTORY     - 1982     MONUMENTED       NGS
 ES0749
 ES0749                          STATION DESCRIPTION
 ES0749
 ES0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0749'10.8 KM (6.7 MI) SOUTH FROM PAYSON.
 ES0749'10.8 KM (6.7 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0749'PAYSON, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 245, IN TOP OF A LARGE
 ES0749'PORTION OF GRANITE OUTCROP PROJECTING 2 FEET FROM THE BOTTOM OF A
 ES0749'SHALLOW WASH AT THE SOUTHWEST END OF A LONG CUT, 12.5 METERS (41 FT)
 ES0749'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES, 26.2 METERS (86
 ES0749'FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT, 19.2 METERS (63 FT)
 ES0749'NORTHEAST OF A PROMINENT 10 BY 15 FOOT GRANITE BOULDER.
 ES0749'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0749'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1619 ***********************************************************************
 DU1619  DESIGNATION -  W 497
 DU1619  PID         -  DU1619
 DU1619  STATE/COUNTY-  AZ/GILA
 DU1619  USGS QUAD   -  TONTO BASIN (1964)
 DU1619
 DU1619                         *CURRENT SURVEY CONTROL
 DU1619  ___________________________________________________________________
 DU1619* NAD 83(1986)-  33 51 29.     (N)    111 18 35.     (W)     SCALED    
 DU1619* NAVD 88     -       719.156  (meters)    2359.43   (feet)  ADJUSTED  
 DU1619  ___________________________________________________________________
 DU1619  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DU1619  DYNAMIC HT  -         718.234 (meters)    2356.41  (feet)  COMP
 DU1619  MODELED GRAV-     979,332.7   (mgal)                       NAVD 88
 DU1619
 DU1619  VERT ORDER  -  FIRST     CLASS II
 DU1619
 DU1619.The horizontal coordinates were scaled from a topographic map and have
 DU1619.an estimated accuracy of +/- 6 seconds.
 DU1619
 DU1619.The orthometric height was determined by differential leveling
 DU1619.and adjusted in June 1991.
 DU1619
 DU1619.The geoid height was determined by GEOID03.
 DU1619
 DU1619.The dynamic height is computed by dividing the NAVD 88
 DU1619.geopotential number by the normal gravity value computed on the
 DU1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1619.degrees latitude (g = 980.6199 gals.).
 DU1619
 DU1619.The modeled gravity was interpolated from observed gravity values.
 DU1619
 DU1619;                    North         East    Units  Estimated Accuracy
 DU1619;SPC AZ E     -   317,500.      107,590.      MT  (+/- 180 meters Scaled)
 DU1619
 DU1619                          SUPERSEDED SURVEY CONTROL
 DU1619
 DU1619.No superseded survey control is available for this station.
 DU1619
 DU1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC713464(NAD 83)
 DU1619_MARKER: I = METAL ROD
 DU1619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1619_SP_SET: STAINLESS STEEL ROD
 DU1619_STAMPING: W 497 1983
 DU1619_MARK LOGO: NGS   
 DU1619_PROJECTION: FLUSH
 DU1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1619_ROD/PIPE-DEPTH: 3.6  meters
 DU1619
 DU1619  HISTORY     - Date     Condition        Report By
 DU1619  HISTORY     - 1983     MONUMENTED       NGS
 DU1619
 DU1619                          STATION DESCRIPTION
 DU1619
 DU1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1619'1.8 KM (1.1 MI) SOUTH FROM PUNKIN CENTER.
 DU1619'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1619'PUNKIN CENTER, ALONG THE EAST-WEST FENCE LINE AT THE NORTHWEST END OF
 DU1619'THE PUNKIN CENTER LANDING STRIP, 0.4 KM (0.25 MI) NORTH OF MILEPOST
 DU1619'261, 20.4 METERS (67 FT) EAST OF THE HIGHWAY CENTERLINE, 31.5 METERS
 DU1619'(103 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 10 BY 10 FOOT
 DU1619'CONCRETE MAT FOUNDATION, 16.0 METERS (53 FT) EAST OF THE EAST END OF A
 DU1619'CATTLE GUARD, 0.3 METER (1 FT) SOUTH OF A FENCE.
 DU1619'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DU1619'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0515 ***********************************************************************
 FQ0515  DESIGNATION -  W 498
 FQ0515  PID         -  FQ0515
 FQ0515  STATE/COUNTY-  AZ/COCONINO
 FQ0515  USGS QUAD   -  CAMERON NORTH (1988)
 FQ0515
 FQ0515                         *CURRENT SURVEY CONTROL
 FQ0515  ___________________________________________________________________
 FQ0515* NAD 83(1986)-  35 57 00.     (N)    111 23 59.     (W)     SCALED    
 FQ0515* NAVD 88     -      1304.637  (meters)    4280.30   (feet)  ADJUSTED  
 FQ0515  ___________________________________________________________________
 FQ0515  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 FQ0515  DYNAMIC HT  -        1303.030 (meters)    4275.02  (feet)  COMP
 FQ0515  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 FQ0515
 FQ0515  VERT ORDER  -  FIRST     CLASS II
 FQ0515
 FQ0515.The horizontal coordinates were scaled from a topographic map and have
 FQ0515.an estimated accuracy of +/- 6 seconds.
 FQ0515
 FQ0515.The orthometric height was determined by differential leveling
 FQ0515.and adjusted in June 1991.
 FQ0515
 FQ0515.The geoid height was determined by GEOID03.
 FQ0515
 FQ0515.The dynamic height is computed by dividing the NAVD 88
 FQ0515.geopotential number by the normal gravity value computed on the
 FQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0515.degrees latitude (g = 980.6199 gals.).
 FQ0515
 FQ0515.The modeled gravity was interpolated from observed gravity values.
 FQ0515
 FQ0515;                    North         East    Units  Estimated Accuracy
 FQ0515;SPC AZ C     -   549,090.      260,000.      MT  (+/- 180 meters Scaled)
 FQ0515
 FQ0515                          SUPERSEDED SURVEY CONTROL
 FQ0515
 FQ0515.No superseded survey control is available for this station.
 FQ0515
 FQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE639784(NAD 83)
 FQ0515_MARKER: I = METAL ROD
 FQ0515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0515_SP_SET: STAINLESS STEEL ROD
 FQ0515_STAMPING: W 498 1983
 FQ0515_MARK LOGO: NGS   
 FQ0515_PROJECTION: FLUSH
 FQ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0515+STABILITY: SURFACE MOTION
 FQ0515_ROD/PIPE-DEPTH: 2.0  meters
 FQ0515
 FQ0515  HISTORY     - Date     Condition        Report By
 FQ0515  HISTORY     - 1983     MONUMENTED       NGS
 FQ0515
 FQ0515                          STATION DESCRIPTION
 FQ0515
 FQ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0515'8.5 KM (5.3 MI) NORTH FROM CAMERON.
 FQ0515'8.5 KM (5.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0515'CAMERON, AT MILEPOST 472, 68.5 METERS (225 FT) WEST OF THE HIGHWAY
 FQ0515'CENTERLINE, 121.9 METERS (400 FT) NORTH OF THE CENTER OF A ROAD
 FQ0515'LEADING WEST, 44.8 METERS (147 FT) NORTH OF A SIGN READING CAMERON 5
 FQ0515'MILES, 0.6 METER (2 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0515'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 FQ0515'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0366 ***********************************************************************
 GP0366  DESIGNATION -  W 499
 GP0366  PID         -  GP0366
 GP0366  STATE/COUNTY-  AZ/COCONINO
 GP0366  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0366
 GP0366                         *CURRENT SURVEY CONTROL
 GP0366  ___________________________________________________________________
 GP0366* NAD 83(1986)-  36 27 13.     (N)    111 33 45.     (W)     SCALED    
 GP0366* NAVD 88     -      1733.798  (meters)    5688.30   (feet)  ADJUSTED  
 GP0366  ___________________________________________________________________
 GP0366  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GP0366  DYNAMIC HT  -        1731.630 (meters)    5681.19  (feet)  COMP
 GP0366  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 GP0366
 GP0366  VERT ORDER  -  FIRST     CLASS II
 GP0366
 GP0366.The horizontal coordinates were scaled from a topographic map and have
 GP0366.an estimated accuracy of +/- 6 seconds.
 GP0366
 GP0366.The orthometric height was determined by differential leveling
 GP0366.and adjusted in June 1991.
 GP0366
 GP0366.The geoid height was determined by GEOID03.
 GP0366
 GP0366.The dynamic height is computed by dividing the NAVD 88
 GP0366.geopotential number by the normal gravity value computed on the
 GP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0366.degrees latitude (g = 980.6199 gals.).
 GP0366
 GP0366.The modeled gravity was interpolated from observed gravity values.
 GP0366
 GP0366;                    North         East    Units  Estimated Accuracy
 GP0366;SPC AZ C     -   604,900.      245,110.      MT  (+/- 180 meters Scaled)
 GP0366
 GP0366                          SUPERSEDED SURVEY CONTROL
 GP0366
 GP0366.No superseded survey control is available for this station.
 GP0366
 GP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF495344(NAD 83)
 GP0366_MARKER: I = METAL ROD
 GP0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0366_SP_SET: STAINLESS STEEL ROD
 GP0366_STAMPING: W 499 1983
 GP0366_MARK LOGO: NGS   
 GP0366_PROJECTION: FLUSH
 GP0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0366_ROD/PIPE-DEPTH: 2.3  meters
 GP0366
 GP0366  HISTORY     - Date     Condition        Report By
 GP0366  HISTORY     - 1983     MONUMENTED       NGS
 GP0366
 GP0366                          STATION DESCRIPTION
 GP0366
 GP0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0366'22.5 KM (14.1 MI) SOUTH FROM BITTER SPRINGS.
 GP0366'22.55 KM (14.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0366'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, IN THE SOUTH CORNER OF THE
 GP0366'T-JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 66.1 METERS (217 FT)
 GP0366'SOUTH OF MILEPOST 510, 45.5 METERS (149.5 FT) SOUTHWEST OF THE HIGHWAY
 GP0366'CENTERLINE, 9.4 METERS (31 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 GP0366'2.6 METERS (8.5 FT) SOUTHEAST OF THE SOUTHEAST GATE POST FOR A PIPE
 GP0366'GATE, 2.6 METERS (8.5 FT) NORTHWEST OF A BRACED FENCE POST IN THE
 GP0366'RIGHT OF WAY FENCE, 0.7 METER (2.5 FT) NORTHEAST OF THE RIGHT OF WAY
 GP0366'FENCE.
 GP0366'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 GP0366'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0352 ***********************************************************************
 FQ0352  DESIGNATION -  W 5
 FQ0352  PID         -  FQ0352
 FQ0352  STATE/COUNTY-  AZ/COCONINO
 FQ0352  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0352
 FQ0352                         *CURRENT SURVEY CONTROL
 FQ0352  ___________________________________________________________________
 FQ0352* NAD 83(1986)-  35 34 29.     (N)    111 32 11.     (W)     SCALED    
 FQ0352* NAVD 88     -      1716.211  (meters)    5630.60   (feet)  POSTED    
 FQ0352  ___________________________________________________________________
 FQ0352  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FQ0352  DYNAMIC HT  -        1713.970 (meters)    5623.25  (feet)  COMP
 FQ0352  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 FQ0352
 FQ0352  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0352
 FQ0352.The horizontal coordinates were scaled from a topographic map and have
 FQ0352.an estimated accuracy of +/- 6 seconds.
 FQ0352
 FQ0352.The orthometric height was determined by differential leveling
 FQ0352.and adjusted by the  in 1992.
 FQ0352.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0352.rate of 0.0 thru 1.0 mm/km.
 FQ0352
 FQ0352.The geoid height was determined by GEOID03.
 FQ0352
 FQ0352.The dynamic height is computed by dividing the NAVD 88
 FQ0352.geopotential number by the normal gravity value computed on the
 FQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0352.degrees latitude (g = 980.6199 gals.).
 FQ0352
 FQ0352.The modeled gravity was interpolated from observed gravity values.
 FQ0352
 FQ0352;                    North         East    Units  Estimated Accuracy
 FQ0352;SPC AZ C     -   507,400.      247,830.      MT  (+/- 180 meters Scaled)
 FQ0352
 FQ0352                          SUPERSEDED SURVEY CONTROL
 FQ0352
 FQ0352  NGVD 29 (??/??/92) 1715.306  (m)         5627.63   (f) ADJ UNCH    1 2
 FQ0352
 FQ0352.Superseded values are not recommended for survey control.
 FQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0352.See file dsdata.txt to determine how the superseded data were derived.
 FQ0352
 FQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE513369(NAD 83)
 FQ0352_MARKER: DB = BENCH MARK DISK
 FQ0352_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0352_SP_SET: LAVA ROCK
 FQ0352_STAMPING: ELEV 5627.633 FT W 5 1921
 FQ0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0352+STABILITY: POSITION/ELEVATION WELL
 FQ0352
 FQ0352  HISTORY     - Date     Condition        Report By
 FQ0352  HISTORY     - 1921     MONUMENTED       CGS
 FQ0352  HISTORY     - 1934     GOOD             NGS
 FQ0352  HISTORY     - 1968     GOOD             NGS
 FQ0352
 FQ0352                          STATION DESCRIPTION
 FQ0352
 FQ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0352'23.7 MI S FROM CAMERON.
 FQ0352'23.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0352'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, 100 YARDS SOUTH OF A
 FQ0352'ROAD INTERSECTION, ON THE WEST SLOPE OF HILL, 47 YARDS EAST OF THE
 FQ0352'CENTERLINE OF THE HIGHWAY, AT THE WEST EDGE OF THE NORTH ONE OF TWO
 FQ0352'GROUPS OF BLACK LAVA ROCKS, AND IN THE TOP OF A BLACK LAVA ROCKS
 FQ0352'PROJECTING 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 FQ0352'5627.633 FT W 5 1921.
 FQ0352
 FQ0352                          STATION RECOVERY (1968)
 FQ0352
 FQ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FQ0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0346 ***********************************************************************
 ES0346  DESIGNATION -  W 5
 ES0346  PID         -  ES0346
 ES0346  STATE/COUNTY-  AZ/YAVAPAI
 ES0346  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0346
 ES0346                         *CURRENT SURVEY CONTROL
 ES0346  ___________________________________________________________________
 ES0346* NAD 83(1986)-  34 28 06.     (N)    111 43 14.     (W)     SCALED    
 ES0346* NAVD 88     -      1194.881  (meters)    3920.21   (feet)  ADJUSTED  
 ES0346  ___________________________________________________________________
 ES0346  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ES0346  DYNAMIC HT  -        1193.337 (meters)    3915.14  (feet)  COMP
 ES0346  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 ES0346
 ES0346  VERT ORDER  -  FIRST     CLASS II
 ES0346
 ES0346.The horizontal coordinates were scaled from a topographic map and have
 ES0346.an estimated accuracy of +/- 6 seconds.
 ES0346
 ES0346.The orthometric height was determined by differential leveling
 ES0346.and adjusted in June 1991.
 ES0346
 ES0346.The geoid height was determined by GEOID03.
 ES0346
 ES0346.The dynamic height is computed by dividing the NAVD 88
 ES0346.geopotential number by the normal gravity value computed on the
 ES0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0346.degrees latitude (g = 980.6199 gals.).
 ES0346
 ES0346.The modeled gravity was interpolated from observed gravity values.
 ES0346
 ES0346;                    North         East    Units  Estimated Accuracy
 ES0346;SPC AZ C     -   384,620.      231,380.      MT  (+/- 180 meters Scaled)
 ES0346
 ES0346                          SUPERSEDED SURVEY CONTROL
 ES0346
 ES0346  NGVD 29 (??/??/92) 1194.152  (m)         3917.81   (f) ADJ UNCH    1 2
 ES0346
 ES0346.Superseded values are not recommended for survey control.
 ES0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0346.See file dsdata.txt to determine how the superseded data were derived.
 ES0346
 ES0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD338143(NAD 83)
 ES0346_MARKER: DD = SURVEY DISK
 ES0346_SETTING: 0 = UNSPECIFIED SETTING
 ES0346_MARK LOGO: USGS  
 ES0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0346+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0346
 ES0346  HISTORY     - Date     Condition        Report By
 ES0346  HISTORY     - UNK      MONUMENTED       USGS
 ES0346  HISTORY     - 1933     GOOD             NGS
 ES0346  HISTORY     - 1982     GOOD             NGS
 ES0346  HISTORY     - 20080725 GOOD             GEOCAC
 ES0346
 ES0346                          STATION DESCRIPTION
 ES0346
 ES0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0346'13.3 MI SE FROM CAMP VERDE.
 ES0346'AT SIDE OF HIGHWAY, 0.8 MILES NORTHWEST OF SYCAMORE CREEK CONCRETE
 ES0346'HIGHWAY BRIDGE, IN SADDLE-BACK, OPPOSITE SUMMIT OF GRADE, 45 FEET EAST
 ES0346'OF HIGHWAY CENTER-LINE.
 ES0346
 ES0346                          STATION RECOVERY (1982)
 ES0346
 ES0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0346'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0346'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0346'OFFICE IN CAMP VERDE, THENCE 7.4 KM (4.6 MI) SOUTHEAST ALONG FOSSIL
 ES0346'CREEK ROAD, IN TOP OF AN EMBEDDED BOULDER ON THE INSIDE OF A SHARP
 ES0346'TURN, OPPOSITE A DEAD JUNIPER TREE USED AS A GATE POST, AT THE TOP OF
 ES0346'A GRADE IN A SADDLE, 13.0 METERS (43 FT) EAST OF THE ROAD CENTERLINE,
 ES0346'24.5 METERS (80 FT) EAST OF THE DEAD JUNIPER.
 ES0346'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 ES0346'THE MARK IS 0.5 M ABOVE THE ROAD.
 ES0346
 ES0346                          STATION RECOVERY (2008)
 ES0346
 ES0346'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0346'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0346'34 28 06.4 (N)   111 43 14.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0790 ***********************************************************************
 ES0790  DESIGNATION -  W 500
 ES0790  PID         -  ES0790
 ES0790  STATE/COUNTY-  AZ/NAVAJO
 ES0790  USGS QUAD   -  PORTER CANYON (1986)
 ES0790
 ES0790                         *CURRENT SURVEY CONTROL
 ES0790  ___________________________________________________________________
 ES0790* NAD 83(1986)-  34 50 18.     (N)    110 08 45.     (W)     SCALED    
 ES0790* NAVD 88     -      1622.690  (meters)    5323.78   (feet)  ADJUSTED  
 ES0790  ___________________________________________________________________
 ES0790  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0790  DYNAMIC HT  -        1620.443 (meters)    5316.40  (feet)  COMP
 ES0790  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 ES0790
 ES0790  VERT ORDER  -  FIRST     CLASS II
 ES0790
 ES0790.The horizontal coordinates were scaled from a topographic map and have
 ES0790.an estimated accuracy of +/- 6 seconds.
 ES0790
 ES0790.The orthometric height was determined by differential leveling
 ES0790.and adjusted in June 1991.
 ES0790
 ES0790.The geoid height was determined by GEOID03.
 ES0790
 ES0790.The dynamic height is computed by dividing the NAVD 88
 ES0790.geopotential number by the normal gravity value computed on the
 ES0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0790.degrees latitude (g = 980.6199 gals.).
 ES0790
 ES0790.The modeled gravity was interpolated from observed gravity values.
 ES0790
 ES0790;                    North         East    Units  Estimated Accuracy
 ES0790;SPC AZ E     -   425,640.      215,270.      MT  (+/- 180 meters Scaled)
 ES0790
 ES0790                          SUPERSEDED SURVEY CONTROL
 ES0790
 ES0790.No superseded survey control is available for this station.
 ES0790
 ES0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD780554(NAD 83)
 ES0790_MARKER: DB = BENCH MARK DISK
 ES0790_SETTING: 66 = SET IN ROCK OUTCROP
 ES0790_SP_SET: ROCK OUTCROP
 ES0790_STAMPING: W 500 1983
 ES0790_MARK LOGO: NGS   
 ES0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0790+STABILITY: POSITION/ELEVATION WELL
 ES0790
 ES0790  HISTORY     - Date     Condition        Report By
 ES0790  HISTORY     - 1983     MONUMENTED       NGS
 ES0790
 ES0790                          STATION DESCRIPTION
 ES0790
 ES0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0790'7.7 KM (4.8 MI) SOUTH FROM HOLBROOK.
 ES0790'7.7 KM (4.8 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0790'WITH HOPI DRIVE IN HOLBROOK, 0.1 KM (0.05 MI) SOUTH OF MILEPOST 384,
 ES0790'IN THE NORTHWEST END OF A 48 BY 90 FT EXPOSED AREA OF OUTCROPPING
 ES0790'BEDROCK, 44.2 METERS (145.0 FT) WEST-NORTHWEST OF THE NORTH END OF THE
 ES0790'WEST GUARD RAIL OF A BRIDGE OVER FIVE MILE WASH, 42.7 METERS (140.1
 ES0790'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.3 METERS (27.2 FT) EAST
 ES0790'OF THE CENTER OF A FIELD ENTRANCE AND 6.7 METERS (22.0 FT) SOUTHEAST
 ES0790'OF THE CENTER OF A DIRT ROAD.
 ES0790'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 ES0790'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0815 ***********************************************************************
 ES0815  DESIGNATION -  W 501
 ES0815  PID         -  ES0815
 ES0815  STATE/COUNTY-  AZ/NAVAJO
 ES0815  USGS QUAD   -  TAYLOR (1970)
 ES0815
 ES0815                         *CURRENT SURVEY CONTROL
 ES0815  ___________________________________________________________________
 ES0815* NAD 83(1986)-  34 25 30.     (N)    110 05 21.     (W)     SCALED    
 ES0815* NAVD 88     -      1753.109  (meters)    5751.66   (feet)  ADJUSTED  
 ES0815  ___________________________________________________________________
 ES0815  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 ES0815  DYNAMIC HT  -        1750.584 (meters)    5743.37  (feet)  COMP
 ES0815  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 ES0815
 ES0815  VERT ORDER  -  FIRST     CLASS II
 ES0815
 ES0815.The horizontal coordinates were scaled from a topographic map and have
 ES0815.an estimated accuracy of +/- 6 seconds.
 ES0815
 ES0815.The orthometric height was determined by differential leveling
 ES0815.and adjusted in June 1991.
 ES0815
 ES0815.The geoid height was determined by GEOID03.
 ES0815
 ES0815.The dynamic height is computed by dividing the NAVD 88
 ES0815.geopotential number by the normal gravity value computed on the
 ES0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0815.degrees latitude (g = 980.6199 gals.).
 ES0815
 ES0815.The modeled gravity was interpolated from observed gravity values.
 ES0815
 ES0815;                    North         East    Units  Estimated Accuracy
 ES0815;SPC AZ E     -   379,800.      220,480.      MT  (+/- 180 meters Scaled)
 ES0815
 ES0815                          SUPERSEDED SURVEY CONTROL
 ES0815
 ES0815.No superseded survey control is available for this station.
 ES0815
 ES0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD836096(NAD 83)
 ES0815_MARKER: DB = BENCH MARK DISK
 ES0815_SETTING: 66 = SET IN ROCK OUTCROP
 ES0815_SP_SET: ROCK OUTCROP
 ES0815_STAMPING: W 501 1983
 ES0815_MARK LOGO: NGS   
 ES0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0815+STABILITY: POSITION/ELEVATION WELL
 ES0815
 ES0815  HISTORY     - Date     Condition        Report By
 ES0815  HISTORY     - 1983     MONUMENTED       NGS
 ES0815
 ES0815                          STATION DESCRIPTION
 ES0815
 ES0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0815'21.2 KM (13.15 MI) NORT FROM SHOW LOW.
 ES0815'21.2 KM (13.15 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0815'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.1 KM (0.05 MI) SOUTH OF MILEPOST
 ES0815'355, IN THE CENTER OF THE SOUTH END OF A 3 BY 20 FT EXPOSED AREA OF
 ES0815'OUTCROPPING BEDROCK, 30.0 METERS (98.4 FT) NORTHWEST OF THE SOUTHEAST
 ES0815'END OF A HIGHWAY CUT, 21.0 METERS (68.9 FT) SOUTHWEST OF THE
 ES0815'CENTERLINE OF THE HIGHWAY AND 10.7 METERS (35.1 FT) NORTHEAST OF A
 ES0815'FENCE.
 ES0815'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0815'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0827 ***********************************************************************
 ES0827  DESIGNATION -  W 502
 ES0827  PID         -  ES0827
 ES0827  STATE/COUNTY-  AZ/NAVAJO
 ES0827  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0827
 ES0827                         *CURRENT SURVEY CONTROL
 ES0827  ___________________________________________________________________
 ES0827* NAD 83(1986)-  34 18 18.     (N)    110 02 13.     (W)     SCALED    
 ES0827* NAVD 88     -      1939.446  (meters)    6363.00   (feet)  ADJUSTED  
 ES0827  ___________________________________________________________________
 ES0827  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0827  DYNAMIC HT  -        1936.576 (meters)    6353.58  (feet)  COMP
 ES0827  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 ES0827
 ES0827  VERT ORDER  -  FIRST     CLASS II
 ES0827
 ES0827.The horizontal coordinates were scaled from a topographic map and have
 ES0827.an estimated accuracy of +/- 6 seconds.
 ES0827
 ES0827.The orthometric height was determined by differential leveling
 ES0827.and adjusted in June 1991.
 ES0827
 ES0827.The geoid height was determined by GEOID03.
 ES0827
 ES0827.The dynamic height is computed by dividing the NAVD 88
 ES0827.geopotential number by the normal gravity value computed on the
 ES0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0827.degrees latitude (g = 980.6199 gals.).
 ES0827
 ES0827.The modeled gravity was interpolated from observed gravity values.
 ES0827
 ES0827;                    North         East    Units  Estimated Accuracy
 ES0827;SPC AZ E     -   366,490.      225,300.      MT  (+/- 180 meters Scaled)
 ES0827
 ES0827                          SUPERSEDED SURVEY CONTROL
 ES0827
 ES0827.No superseded survey control is available for this station.
 ES0827
 ES0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC886963(NAD 83)
 ES0827_MARKER: DB = BENCH MARK DISK
 ES0827_SETTING: 66 = SET IN ROCK OUTCROP
 ES0827_SP_SET: ROCK OUTCROP
 ES0827_STAMPING: W 502 1983
 ES0827_MARK LOGO: NGS   
 ES0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0827+STABILITY: POSITION/ELEVATION WELL
 ES0827
 ES0827  HISTORY     - Date     Condition        Report By
 ES0827  HISTORY     - 1983     MONUMENTED       NGS
 ES0827
 ES0827                          STATION DESCRIPTION
 ES0827
 ES0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0827'6.6 KM (4.1 MI) NORTH FROM SHOW LOW.
 ES0827'6.6 KM (4.1 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0827'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.4 KM (0.25 MI) SOUTH OF MILEPOST
 ES0827'346, IN THE CENTER OF THE EASTERN 1/2 OF A 4 BY 6 FT EXPOSED AREA OF
 ES0827'OUTCROPPING BEDROCK, 24.3 METERS (79.7 FT) SOUTHWEST OF THE CENTERLINE
 ES0827'OF THE HIGHWAY, 18.0 METERS (59.1 FT) NORTHWEST OF THE EXTENDED CENTER
 ES0827'OF A GRAVELED ROAD LEADING EAST AND 6.8 METERS (22.3 FT) NORTHEAST OF
 ES0827'A FENCE.
 ES0827'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0827'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0529 ***********************************************************************
 FQ0529  DESIGNATION -  W 503
 FQ0529  PID         -  FQ0529
 FQ0529  STATE/COUNTY-  AZ/COCONINO
 FQ0529  USGS QUAD   -  TUCKER MESA (1983)
 FQ0529
 FQ0529                         *CURRENT SURVEY CONTROL
 FQ0529  ___________________________________________________________________
 FQ0529* NAD 83(1986)-  35 03 44.     (N)    110 49 12.     (W)     SCALED    
 FQ0529* NAVD 88     -      1515.141  (meters)    4970.93   (feet)  ADJUSTED  
 FQ0529  ___________________________________________________________________
 FQ0529  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0529  DYNAMIC HT  -        1513.129 (meters)    4964.32  (feet)  COMP
 FQ0529  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 FQ0529
 FQ0529  VERT ORDER  -  FIRST     CLASS II
 FQ0529
 FQ0529.The horizontal coordinates were scaled from a topographic map and have
 FQ0529.an estimated accuracy of +/- 6 seconds.
 FQ0529
 FQ0529.The orthometric height was determined by differential leveling
 FQ0529.and adjusted in June 1991.
 FQ0529
 FQ0529.The geoid height was determined by GEOID03.
 FQ0529
 FQ0529.The dynamic height is computed by dividing the NAVD 88
 FQ0529.geopotential number by the normal gravity value computed on the
 FQ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0529.degrees latitude (g = 980.6199 gals.).
 FQ0529
 FQ0529.The modeled gravity was interpolated from observed gravity values.
 FQ0529
 FQ0529;                    North         East    Units  Estimated Accuracy
 FQ0529;SPC AZ C     -   451,030.      313,390.      MT  (+/- 180 meters Scaled)
 FQ0529
 FQ0529                          SUPERSEDED SURVEY CONTROL
 FQ0529
 FQ0529.No superseded survey control is available for this station.
 FQ0529
 FQ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD164799(NAD 83)
 FQ0529_MARKER: I = METAL ROD
 FQ0529_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FQ0529+WITH SETTING: INFORMATION.
 FQ0529_SP_SET: SHALLOW SET METAL ROD
 FQ0529_STAMPING: W 503 1983
 FQ0529_MARK LOGO: NGS   
 FQ0529_PROJECTION: FLUSH
 FQ0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0529_ROD/PIPE-DEPTH: 1.8  meters
 FQ0529
 FQ0529  HISTORY     - Date     Condition        Report By
 FQ0529  HISTORY     - 1983     MONUMENTED       NGS
 FQ0529  HISTORY     - 1990     GOOD             USPSQD
 FQ0529
 FQ0529                          STATION DESCRIPTION
 FQ0529
 FQ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0529'12.2 KM (7.6 MI) WEST FROM WINSLOW.
 FQ0529'12.2 KM (7.6 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0529'HIGHWAY 40 FROM THE POST OFFICE IN WINSLOW, 0.5 KM (0.3 MI) SOUTHEAST
 FQ0529'OF MILEPOST 246, 46.6 METERS (152.9 FT) SOUTHWEST OF THE CENTERLINE OF
 FQ0529'THE EAST BOUND LANES OF THE HIGHWAY AND 26.6 METERS (87.3 FT)
 FQ0529'SOUTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY INFORMATION SIGN (WINSLOW
 FQ0529'8 HOLBROOK 40 ALBUQUERQUE 274).  REFUSAL WAS REACHED AT 6.0 FT.
 FQ0529'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FQ0529'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FQ0529'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 FQ0529
 FQ0529                          STATION RECOVERY (1990)
 FQ0529
 FQ0529'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 FQ0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0532 ***********************************************************************
 FQ0532  DESIGNATION -  W 504
 FQ0532  PID         -  FQ0532
 FQ0532  STATE/COUNTY-  AZ/COCONINO
 FQ0532  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0532
 FQ0532                         *CURRENT SURVEY CONTROL
 FQ0532  ___________________________________________________________________
 FQ0532* NAD 83(1986)-  35 05 30.     (N)    110 55 02.     (W)     SCALED    
 FQ0532* NAVD 88     -      1528.167  (meters)    5013.66   (feet)  ADJUSTED  
 FQ0532  ___________________________________________________________________
 FQ0532  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0532  DYNAMIC HT  -        1526.133 (meters)    5006.99  (feet)  COMP
 FQ0532  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 FQ0532
 FQ0532  VERT ORDER  -  FIRST     CLASS II
 FQ0532
 FQ0532.The horizontal coordinates were scaled from a topographic map and have
 FQ0532.an estimated accuracy of +/- 6 seconds.
 FQ0532
 FQ0532.The orthometric height was determined by differential leveling
 FQ0532.and adjusted in June 1991.
 FQ0532
 FQ0532.The geoid height was determined by GEOID03.
 FQ0532
 FQ0532.The dynamic height is computed by dividing the NAVD 88
 FQ0532.geopotential number by the normal gravity value computed on the
 FQ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0532.degrees latitude (g = 980.6199 gals.).
 FQ0532
 FQ0532.The modeled gravity was interpolated from observed gravity values.
 FQ0532
 FQ0532;                    North         East    Units  Estimated Accuracy
 FQ0532;SPC AZ C     -   454,200.      304,490.      MT  (+/- 180 meters Scaled)
 FQ0532
 FQ0532                          SUPERSEDED SURVEY CONTROL
 FQ0532
 FQ0532.No superseded survey control is available for this station.
 FQ0532
 FQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD075832(NAD 83)
 FQ0532_MARKER: DB = BENCH MARK DISK
 FQ0532_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0532_SP_SET: ROCK OUTCROP
 FQ0532_STAMPING: W 504 1983
 FQ0532_MARK LOGO: NGS   
 FQ0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0532
 FQ0532  HISTORY     - Date     Condition        Report By
 FQ0532  HISTORY     - 1983     MONUMENTED       NGS
 FQ0532
 FQ0532                          STATION DESCRIPTION
 FQ0532
 FQ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0532'21.6 KM (13.4 MI) WEST FROM WINSLOW.
 FQ0532'21.6 KM (13.4 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0532'HIGHWAY 40 FROM THE POST OFFICE IN WINSLOW, IN THE CENTER OF A 2 BY 8
 FQ0532'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.9 KM (0.55 MI) NORTHWEST OF
 FQ0532'MILEPOST 241, 61.6 METERS (202.1 FT) EAST OF THE SOUTH LEG OF A
 FQ0532'HIGHWAY INFORMATION SIGN (JCT 99 5 WINSLOW 14 ALBUQUERQUE 280), 30.0
 FQ0532'METERS (98.4 FT) NORTH OF A FENCE AND 16.6 METERS (54.5 FT) SOUTH OF
 FQ0532'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 FQ0532'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FQ0532'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0465 ***********************************************************************
 GP0465  DESIGNATION -  W 505
 GP0465  PID         -  GP0465
 GP0465  STATE/COUNTY-  AZ/COCONINO
 GP0465  USGS QUAD   -  MOENKOPI (1969)
 GP0465
 GP0465                         *CURRENT SURVEY CONTROL
 GP0465  ___________________________________________________________________
 GP0465* NAD 83(1986)-  36 07 28.     (N)    111 12 12.     (W)     SCALED    
 GP0465* NAVD 88     -      1483.681  (meters)    4867.71   (feet)  ADJUSTED  
 GP0465  ___________________________________________________________________
 GP0465  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 GP0465  DYNAMIC HT  -        1481.820 (meters)    4861.60  (feet)  COMP
 GP0465  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 GP0465
 GP0465  VERT ORDER  -  FIRST     CLASS II
 GP0465
 GP0465.The horizontal coordinates were scaled from a topographic map and have
 GP0465.an estimated accuracy of +/- 6 seconds.
 GP0465
 GP0465.The orthometric height was determined by differential leveling
 GP0465.and adjusted in June 1991.
 GP0465
 GP0465.The geoid height was determined by GEOID03.
 GP0465
 GP0465.The dynamic height is computed by dividing the NAVD 88
 GP0465.geopotential number by the normal gravity value computed on the
 GP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0465.degrees latitude (g = 980.6199 gals.).
 GP0465
 GP0465.The modeled gravity was interpolated from observed gravity values.
 GP0465
 GP0465;                    North         East    Units  Estimated Accuracy
 GP0465;SPC AZ C     -   568,560.      277,570.      MT  (+/- 180 meters Scaled)
 GP0465
 GP0465                          SUPERSEDED SURVEY CONTROL
 GP0465
 GP0465.No superseded survey control is available for this station.
 GP0465
 GP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE817977(NAD 83)
 GP0465_MARKER: I = METAL ROD
 GP0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0465_SP_SET: STAINLESS STEEL ROD
 GP0465_STAMPING: W 505 1983
 GP0465_MARK LOGO: NGS   
 GP0465_PROJECTION: FLUSH
 GP0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0465_ROD/PIPE-DEPTH: 4.0  meters
 GP0465
 GP0465  HISTORY     - Date     Condition        Report By
 GP0465  HISTORY     - 1983     MONUMENTED       NGS
 GP0465
 GP0465                          STATION DESCRIPTION
 GP0465
 GP0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0465'2.4 KM (1.5 MI) NE FROM TUBA CITY.
 GP0465'2.4 KM (1.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0465'WITH STATE HIGHWAY 264 IN TUBA CITY, 0.6 KM (0.35 MI) EAST OF MILEPOST
 GP0465'323, 0.3 KM (0.2 MI) EAST OF A DIRT CROSSROAD, 43.3 METERS (142.1 FT)
 GP0465'NORTH OF UTILITY POLE NUMBER 76 7 WITH ONE GUY WIRE, 22.5 METERS
 GP0465'(73.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.2 METERS
 GP0465'(23.6 FT) WEST OF A UTILITY BRACE POLE WITH ONE GUY WIRE.  NOTE=ACCESS
 GP0465'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0465'THE MARK IS 0.3 METERS  N FROM  WITHNESS POST AND FENCE
 GP0465'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0441 ***********************************************************************
 GP0441  DESIGNATION -  W 506
 GP0441  PID         -  GP0441
 GP0441  STATE/COUNTY-  AZ/COCONINO
 GP0441  USGS QUAD   -  WHITE MESA ARCH (1982)
 GP0441
 GP0441                         *CURRENT SURVEY CONTROL
 GP0441  ___________________________________________________________________
 GP0441* NAD 83(1986)-  36 23 31.     (N)    110 52 46.     (W)     SCALED    
 GP0441* NAVD 88     -      1724.682  (meters)    5658.39   (feet)  ADJUSTED  
 GP0441  ___________________________________________________________________
 GP0441  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 GP0441  DYNAMIC HT  -        1722.528 (meters)    5651.33  (feet)  COMP
 GP0441  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 GP0441
 GP0441  VERT ORDER  -  FIRST     CLASS II
 GP0441
 GP0441.The horizontal coordinates were scaled from a topographic map and have
 GP0441.an estimated accuracy of +/- 6 seconds.
 GP0441
 GP0441.The orthometric height was determined by differential leveling
 GP0441.and adjusted in June 1991.
 GP0441
 GP0441.The geoid height was determined by GEOID03.
 GP0441
 GP0441.The dynamic height is computed by dividing the NAVD 88
 GP0441.geopotential number by the normal gravity value computed on the
 GP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0441.degrees latitude (g = 980.6199 gals.).
 GP0441
 GP0441.The modeled gravity was interpolated from observed gravity values.
 GP0441
 GP0441;                    North         East    Units  Estimated Accuracy
 GP0441;SPC AZ C     -   598,500.      306,410.      MT  (+/- 180 meters Scaled)
 GP0441
 GP0441                          SUPERSEDED SURVEY CONTROL
 GP0441
 GP0441.No superseded survey control is available for this station.
 GP0441
 GP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF108274(NAD 83)
 GP0441_MARKER: I = METAL ROD
 GP0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0441_SP_SET: STAINLESS STEEL ROD
 GP0441_STAMPING: W 506 1983
 GP0441_MARK LOGO: NGS   
 GP0441_PROJECTION: FLUSH
 GP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0441_ROD/PIPE-DEPTH: 11.0 meters
 GP0441
 GP0441  HISTORY     - Date     Condition        Report By
 GP0441  HISTORY     - 1983     MONUMENTED       NGS
 GP0441
 GP0441                          STATION DESCRIPTION
 GP0441
 GP0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0441'45.4 KM (28.2 MI) NE FROM YUBA CITY.
 GP0441'45.4 KM (28.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0441'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 5.8 KM (3.6 MI)
 GP0441'SOUTHWEST OF THE COW SPRINGS TRADING POST, 59.9 METERS (196.5 FT)
 GP0441'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.6 METERS (54.5 FT)
 GP0441'NORTHEAST OF THE CENTER OF COUNTY ROAD 16, AND 8.0 METERS (26.2 FT)
 GP0441'NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 GP0441'THROUGH A 5-INCH LOGO CAP.
 GP0441'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 GP0441'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0481 ***********************************************************************
 FQ0481  DESIGNATION -  W 508
 FQ0481  PID         -  FQ0481
 FQ0481  STATE/COUNTY-  AZ/COCONINO
 FQ0481  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0481
 FQ0481                         *CURRENT SURVEY CONTROL
 FQ0481  ___________________________________________________________________
 FQ0481* NAD 83(1986)-  35 31 50.     (N)    111 32 31.     (W)     SCALED    
 FQ0481* NAVD 88     -      1774.507  (meters)    5821.86   (feet)  ADJUSTED  
 FQ0481  ___________________________________________________________________
 FQ0481  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 FQ0481  DYNAMIC HT  -        1772.181 (meters)    5814.23  (feet)  COMP
 FQ0481  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 FQ0481
 FQ0481  VERT ORDER  -  FIRST     CLASS II
 FQ0481
 FQ0481.The horizontal coordinates were scaled from a topographic map and have
 FQ0481.an estimated accuracy of +/- 6 seconds.
 FQ0481
 FQ0481.The orthometric height was determined by differential leveling
 FQ0481.and adjusted in June 1991.
 FQ0481
 FQ0481.The geoid height was determined by GEOID03.
 FQ0481
 FQ0481.The dynamic height is computed by dividing the NAVD 88
 FQ0481.geopotential number by the normal gravity value computed on the
 FQ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0481.degrees latitude (g = 980.6199 gals.).
 FQ0481
 FQ0481.The modeled gravity was interpolated from observed gravity values.
 FQ0481
 FQ0481;                    North         East    Units  Estimated Accuracy
 FQ0481;SPC AZ C     -   502,500.      247,340.      MT  (+/- 180 meters Scaled)
 FQ0481
 FQ0481                          SUPERSEDED SURVEY CONTROL
 FQ0481
 FQ0481.No superseded survey control is available for this station.
 FQ0481
 FQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE508320(NAD 83)
 FQ0481_MARKER: I = METAL ROD
 FQ0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0481_SP_SET: STAINLESS STEEL ROD
 FQ0481_STAMPING: W 508 1983
 FQ0481_MARK LOGO: NGS   
 FQ0481_PROJECTION: FLUSH
 FQ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0481+STABILITY: SURFACE MOTION
 FQ0481_ROD/PIPE-DEPTH: 0.9  meters
 FQ0481
 FQ0481  HISTORY     - Date     Condition        Report By
 FQ0481  HISTORY     - 1983     MONUMENTED       NGS
 FQ0481
 FQ0481                          STATION DESCRIPTION
 FQ0481
 FQ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0481'47.5 KM (29.5 MI) NORTH FROM FLAGSTAFF.
 FQ0481'47.5 KM (29.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0481'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE COCONINO NATIONAL
 FQ0481'FOREST SIGN, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 442, 15.2 METERS (50
 FQ0481'FT) WEST OF THE HIGHWAY CENTERLINE, 6.4 METERS (21 FT) EAST OF THE
 FQ0481'RIGHT OF WAY FENCE, 0.9 METER (3 FT) WEST OF THE SIGN.
 FQ0481'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FQ0481'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0026 ***********************************************************************
 GQ0026  DESIGNATION -  W 51
 GQ0026  PID         -  GQ0026
 GQ0026  STATE/COUNTY-  AZ/COCONINO
 GQ0026  USGS QUAD   -  JACOB LAKE (1988)
 GQ0026
 GQ0026                         *CURRENT SURVEY CONTROL
 GQ0026  ___________________________________________________________________
 GQ0026* NAD 83(1986)-  36 44 36.     (N)    112 14 04.     (W)     SCALED    
 GQ0026* NAVD 88     -      2359.985  (meters)    7742.72   (feet)  POSTED    
 GQ0026  ___________________________________________________________________
 GQ0026  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 GQ0026  DYNAMIC HT  -        2356.870 (meters)    7732.50  (feet)  COMP
 GQ0026  MODELED GRAV-     979,226.4   (mgal)                       NAVD 88
 GQ0026
 GQ0026  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0026
 GQ0026.The horizontal coordinates were scaled from a topographic map and have
 GQ0026.an estimated accuracy of +/- 6 seconds.
 GQ0026
 GQ0026.The orthometric height was determined by differential leveling
 GQ0026.and adjusted by the  in 1992.
 GQ0026.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0026.rate of 0.0 thru 1.0 mm/km.
 GQ0026
 GQ0026.The geoid height was determined by GEOID03.
 GQ0026
 GQ0026.The dynamic height is computed by dividing the NAVD 88
 GQ0026.geopotential number by the normal gravity value computed on the
 GQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0026.degrees latitude (g = 980.6199 gals.).
 GQ0026
 GQ0026.The modeled gravity was interpolated from observed gravity values.
 GQ0026
 GQ0026;                    North         East    Units  Estimated Accuracy
 GQ0026;SPC AZ C     -   637,040.      184,980.      MT  (+/- 180 meters Scaled)
 GQ0026
 GQ0026                          SUPERSEDED SURVEY CONTROL
 GQ0026
 GQ0026  NGVD 29 (??/??/92) 2358.779  (m)         7738.76   (f) ADJ UNCH    1 2
 GQ0026
 GQ0026.Superseded values are not recommended for survey control.
 GQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0026.See file dsdata.txt to determine how the superseded data were derived.
 GQ0026
 GQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF897671(NAD 83)
 GQ0026_MARKER: DB = BENCH MARK DISK
 GQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0026_STAMPING: W 51 1934
 GQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0026+STABILITY: SURFACE MOTION
 GQ0026
 GQ0026  HISTORY     - Date     Condition        Report By
 GQ0026  HISTORY     - 1934     MONUMENTED       CGS
 GQ0026
 GQ0026                          STATION DESCRIPTION
 GQ0026
 GQ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0026'3.2 MI NW FROM JACOB LAKE.
 GQ0026'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0026'COUNTY, 33 YARDS SOUTH OF A ROW OF POLES, AND 35 FEET SOUTH OF THE
 GQ0026'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 51 1934 AND SET
 GQ0026'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2359 ***********************************************************************
 CZ2359  DESIGNATION -  W 51
 CZ2359  PID         -  CZ2359
 CZ2359  STATE/COUNTY-  AZ/PINAL
 CZ2359  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2359
 CZ2359                         *CURRENT SURVEY CONTROL
 CZ2359  ___________________________________________________________________
 CZ2359* NAD 83(1992)-  32 46 38.32069(N)    111 52 38.51986(W)     ADJUSTED  
 CZ2359* NAVD 88     -       422.87   (+/-2cm)    1387.4    (feet)  VERTCON   
 CZ2359  ___________________________________________________________________
 CZ2359  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ2359  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ2359  HORZ ORDER  -  FIRST
 CZ2359  VERT ORDER  -  THIRD ? (See Below)
 CZ2359
 CZ2359.The horizontal coordinates were established by classical geodetic methods
 CZ2359.and adjusted by the National Geodetic Survey in August 1993.
 CZ2359
 CZ2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2359.The vertical order pertains to the NGVD 29 superseded value.
 CZ2359
 CZ2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2359
 CZ2359.The geoid height was determined by GEOID03.
 CZ2359
 CZ2359;                    North         East     Units Scale Factor Converg.
 CZ2359;SPC AZ C     -   197,057.967   217,041.545   MT  0.99990017   +0 01 16.6
 CZ2359;SPC AZ C     -   646,515.64    712,078.56   iFT  0.99990017   +0 01 16.6
 CZ2359;UTM  12      - 3,626,940.693   417,833.453   MT  0.99968325   -0 28 30.0
 CZ2359
 CZ2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2359!SPC AZ C     -   0.99993838  x   0.99990017  =   0.99983856
 CZ2359!UTM  12      -   0.99993838  x   0.99968325  =   0.99962165
 CZ2359
 CZ2359|---------------------------------------------------------------------|
 CZ2359| PID    Reference Object                     Distance      Geod. Az  |
 CZ2359|                                                           dddmmss.s |
 CZ2359| CH5674 W 51 RM E                             8.840 METERS 08914     |
 CZ2359| CH5675 W 51 RM S                             8.842 METERS 17916     |
 CZ2359| CZ2363 W 51X                               APPROX. 0.7 KM 2814300.5 |
 CZ2359|---------------------------------------------------------------------|
 CZ2359
 CZ2359                          SUPERSEDED SURVEY CONTROL
 CZ2359
 CZ2359  NAD 83(1986)-  32 46 38.31403(N)    111 52 38.52032(W) AD(       ) 1
 CZ2359  NAD 27      -  32 46 38.11406(N)    111 52 36.04923(W) AD(       ) 1
 CZ2359  NGVD 29 (07/19/86)  422.27   (m)         1385.4    (f) LEVELING    3  
 CZ2359
 CZ2359.Superseded values are not recommended for survey control.
 CZ2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2359.See file dsdata.txt to determine how the superseded data were derived.
 CZ2359
 CZ2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1783326941(NAD 83)
 CZ2359_MARKER: DD = SURVEY DISK
 CZ2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2359_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2359
 CZ2359  HISTORY     - Date     Condition        Report By
 CZ2359  HISTORY     - 1966     MONUMENTED       DMA
 CZ2359
 CZ2359                          STATION DESCRIPTION
 CZ2359
 CZ2359'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2359'T-7-S.  R-5-E.  IN SECTION 31 NEAR THE NORTHWEST CORNER.
 CZ2359'
 CZ2359'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2359'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2359'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2359'IS STAMPED--W 51 1966 ARMY MAP SERVICE.
 CZ2359'
 CZ2359'THE STATION MARK IS LOCATED 100 FEET SOUTHEAST OF SECTION
 CZ2359'CORNER.  64 FEET EAST OF THE NORTH-SOUTH FENCE.  10 FEET WEST
 CZ2359'OF THE INTERSECTING CENTERLINES OF THE NORTH-NORTHEAST-SOUTHWEST
 CZ2359'ROAD AND ROAD EAST.  40 FEET NORTHWEST OF A BUSH.
 CZ2359'
 CZ2359'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2359'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2359'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT
 CZ2359'AND GO NORTHWEST AND WEST FOR 2.20 MILES TO A SHARP CURVE RIGHT
 CZ2359'AND TRAIL WEST.  CONTINUE ON MAIN ROAD NORTH AND THENCE
 CZ2359'NORTHWEST FOR 2.1 MILES TO CROSS ROAD (UNDERGROUND GAS LINE)
 CZ2359'TURN LEFT AND GO SOUTHWEST FOR 0.1 MILE TO A TRAIL WEST.  TURN
 CZ2359'RIGHT AND GO WEST FOR 2.4 MILES TO NORTH-SOUTH FENCELINE AND
 CZ2359'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0347 ***********************************************************************
 GP0347  DESIGNATION -  W 510
 GP0347  PID         -  GP0347
 GP0347  STATE/COUNTY-  AZ/COCONINO
 GP0347  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0347
 GP0347                         *CURRENT SURVEY CONTROL
 GP0347  ___________________________________________________________________
 GP0347* NAD 83(1986)-  36 06 07.     (N)    111 23 47.     (W)     SCALED    
 GP0347* NAVD 88     -      1378.001  (meters)    4520.99   (feet)  ADJUSTED  
 GP0347  ___________________________________________________________________
 GP0347  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 GP0347  DYNAMIC HT  -        1376.314 (meters)    4515.46  (feet)  COMP
 GP0347  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 GP0347
 GP0347  VERT ORDER  -  FIRST     CLASS II
 GP0347
 GP0347.The horizontal coordinates were scaled from a topographic map and have
 GP0347.an estimated accuracy of +/- 6 seconds.
 GP0347
 GP0347.The orthometric height was determined by differential leveling
 GP0347.and adjusted in June 1991.
 GP0347
 GP0347.The geoid height was determined by GEOID03.
 GP0347
 GP0347.The dynamic height is computed by dividing the NAVD 88
 GP0347.geopotential number by the normal gravity value computed on the
 GP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0347.degrees latitude (g = 980.6199 gals.).
 GP0347
 GP0347.The modeled gravity was interpolated from observed gravity values.
 GP0347
 GP0347;                    North         East    Units  Estimated Accuracy
 GP0347;SPC AZ C     -   565,950.      260,210.      MT  (+/- 180 meters Scaled)
 GP0347
 GP0347                          SUPERSEDED SURVEY CONTROL
 GP0347
 GP0347.No superseded survey control is available for this station.
 GP0347
 GP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE643953(NAD 83)
 GP0347_MARKER: DB = BENCH MARK DISK
 GP0347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0347_SP_SET: HEADWALL
 GP0347_STAMPING: W 510 1983
 GP0347_MARK LOGO: NGS   
 GP0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0347
 GP0347  HISTORY     - Date     Condition        Report By
 GP0347  HISTORY     - 1983     MONUMENTED       NGS
 GP0347
 GP0347                          STATION DESCRIPTION
 GP0347
 GP0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0347'25.6 KM (15.9 MI) NORTH FROM CAMERON.
 GP0347'25.6 KM (15.9 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0347'CAMERON, 0.1 METER (0.3 FT) NORTH OF THE SOUTH END OF THE WEST
 GP0347'HEADWALL FOR A 10 BY 5 FOOT DOUBLE CONCRETE BOX CULVERT, 0.7 KM (0.45
 GP0347'MI) SOUTH OF MILEPOST 483, 0.3 KM (0.2 MI) SOUTH OF OF A JUNCTION OF
 GP0347'THE OLD HIGHWAY GRADE, 9.2 METERS (30 FT) WEST OF THE HIGHWAY
 GP0347'CENTERLINE.
 GP0347'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0472 ***********************************************************************
 FQ0472  DESIGNATION -  W 511
 FQ0472  PID         -  FQ0472
 FQ0472  STATE/COUNTY-  AZ/COCONINO
 FQ0472  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0472
 FQ0472                         *CURRENT SURVEY CONTROL
 FQ0472  ___________________________________________________________________
 FQ0472* NAD 83(1986)-  35 24 10.     (N)    111 34 32.     (W)     SCALED    
 FQ0472* NAVD 88     -      2098.480  (meters)    6884.76   (feet)  ADJUSTED  
 FQ0472  ___________________________________________________________________
 FQ0472  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FQ0472  DYNAMIC HT  -        2095.592 (meters)    6875.29  (feet)  COMP
 FQ0472  MODELED GRAV-     979,181.3   (mgal)                       NAVD 88
 FQ0472
 FQ0472  VERT ORDER  -  FIRST     CLASS II
 FQ0472
 FQ0472.The horizontal coordinates were scaled from a topographic map and have
 FQ0472.an estimated accuracy of +/- 6 seconds.
 FQ0472
 FQ0472.The orthometric height was determined by differential leveling
 FQ0472.and adjusted in June 1991.
 FQ0472
 FQ0472.The geoid height was determined by GEOID03.
 FQ0472
 FQ0472.The dynamic height is computed by dividing the NAVD 88
 FQ0472.geopotential number by the normal gravity value computed on the
 FQ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0472.degrees latitude (g = 980.6199 gals.).
 FQ0472
 FQ0472.The modeled gravity was interpolated from observed gravity values.
 FQ0472
 FQ0472;                    North         East    Units  Estimated Accuracy
 FQ0472;SPC AZ C     -   488,310.      244,340.      MT  (+/- 180 meters Scaled)
 FQ0472
 FQ0472                          SUPERSEDED SURVEY CONTROL
 FQ0472
 FQ0472.No superseded survey control is available for this station.
 FQ0472
 FQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE477178(NAD 83)
 FQ0472_MARKER: DB = BENCH MARK DISK
 FQ0472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0472_SP_SET: BOX CULVERT
 FQ0472_STAMPING: W 511 1983
 FQ0472_MARK LOGO: NGS   
 FQ0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0472
 FQ0472  HISTORY     - Date     Condition        Report By
 FQ0472  HISTORY     - 1983     MONUMENTED       NGS
 FQ0472
 FQ0472                          STATION DESCRIPTION
 FQ0472
 FQ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0472'33.2 KM (20.6 MI) NORTH FROM FLAGSTAFF.
 FQ0472'33.2 KM (20.6 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0472'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE SOUTH END OF
 FQ0472'THE EAST HEADWALL FOR A 6 BY 8 FOOT BOX CULVERT, 12.1 METERS (40 FT)
 FQ0472'EAST OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT) SOUTH OF AZHD DISK
 FQ0472'STAMPED 6881.45 644+50.85 1961.
 FQ0472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0414 ***********************************************************************
 GP0414  DESIGNATION -  W 512
 GP0414  PID         -  GP0414
 GP0414  STATE/COUNTY-  AZ/NAVAJO
 GP0414  USGS QUAD   -  MARSH PASS (1968)
 GP0414
 GP0414                         *CURRENT SURVEY CONTROL
 GP0414  ___________________________________________________________________
 GP0414* NAD 83(1986)-  36 37 39.     (N)    110 27 17.     (W)     SCALED    
 GP0414* NAVD 88     -      1911.849  (meters)    6272.46   (feet)  ADJUSTED  
 GP0414  ___________________________________________________________________
 GP0414  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GP0414  DYNAMIC HT  -        1909.473 (meters)    6264.66  (feet)  COMP
 GP0414  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 GP0414
 GP0414  VERT ORDER  -  FIRST     CLASS II
 GP0414
 GP0414.The horizontal coordinates were scaled from a topographic map and have
 GP0414.an estimated accuracy of +/- 6 seconds.
 GP0414
 GP0414.The orthometric height was determined by differential leveling
 GP0414.and adjusted in June 1991.
 GP0414
 GP0414.The geoid height was determined by GEOID03.
 GP0414
 GP0414.The dynamic height is computed by dividing the NAVD 88
 GP0414.geopotential number by the normal gravity value computed on the
 GP0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0414.degrees latitude (g = 980.6199 gals.).
 GP0414
 GP0414.The modeled gravity was interpolated from observed gravity values.
 GP0414
 GP0414;                    North         East    Units  Estimated Accuracy
 GP0414;SPC AZ E     -   624,180.      187,600.      MT  (+/- 180 meters Scaled)
 GP0414
 GP0414                          SUPERSEDED SURVEY CONTROL
 GP0414
 GP0414.No superseded survey control is available for this station.
 GP0414
 GP0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF487536(NAD 83)
 GP0414_MARKER: DB = BENCH MARK DISK
 GP0414_SETTING: 66 = SET IN ROCK OUTCROP
 GP0414_SP_SET: ROCK OUTCROP
 GP0414_STAMPING: W 512 1983
 GP0414_MARK LOGO: NGS   
 GP0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0414+STABILITY: POSITION/ELEVATION WELL
 GP0414
 GP0414  HISTORY     - Date     Condition        Report By
 GP0414  HISTORY     - 1983     MONUMENTED       NGS
 GP0414
 GP0414                          STATION DESCRIPTION
 GP0414
 GP0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0414'21.6 KM (13.4 MI) SW FROM KAYENTA.
 GP0414'21.6 KM (13.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0414'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.2 KM (0.1 MI) NORTHEAST
 GP0414'OF MILEPOST 380, 3.3 KM (2.05 MI) SOUTHWEST OF THE TSEGI CANYON
 GP0414'TRADING POST, IN THE NORTHWEST END OF A 10- BY 30-FOOT EXPOSED AREA OF
 GP0414'OUTCROPPING BEDROCK ON THE SOUTHWEST SLOPE OF A HILL, 70.1 METERS
 GP0414'(230.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 62.2 METERS
 GP0414'(204.1 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH,
 GP0414'7.9 METERS (25.9 FT) SOUTHEAST OF A FENCE, 3.2 METERS (10.5 FT)
 GP0414'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP, AND 2.5 METERS
 GP0414'(8.2 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 GP0414'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0414'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8510 ***********************************************************************
 AH8510  DESIGNATION -  W 513
 AH8510  PID         -  AH8510
 AH8510  STATE/COUNTY-  AZ/MARICOPA
 AH8510  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8510
 AH8510                         *CURRENT SURVEY CONTROL
 AH8510  ___________________________________________________________________
 AH8510* NAD 83(1986)-  33 34 33.     (N)    111 52 50.     (W)     SCALED    
 AH8510* NAVD 88     -       414.924  (meters)    1361.30   (feet)  READJUSTED
 AH8510  ___________________________________________________________________
 AH8510  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AH8510  DYNAMIC HT  -         414.430 (meters)    1359.68  (feet)  COMP
 AH8510  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 AH8510
 AH8510  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 AH8510
 AH8510.The horizontal coordinates were scaled from a topographic map and have
 AH8510.an estimated accuracy of +/- 6 seconds.
 AH8510
 AH8510.The orthometric height was determined by differential leveling
 AH8510.and adjusted in July 2002.
 AH8510.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 AH8510.mark was located on a no-check spur therefore a value was not computed.
 AH8510.The height was derived from older observations constrained to new
 AH8510.heights in a crustal motion area.  The height is approximate in
 AH8510.relation to other heights in its vicinity.
 AH8510.No vertical observational check was made to the station.
 AH8510
 AH8510.The geoid height was determined by GEOID03.
 AH8510
 AH8510.The dynamic height is computed by dividing the NAVD 88
 AH8510.geopotential number by the normal gravity value computed on the
 AH8510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8510.degrees latitude (g = 980.6199 gals.).
 AH8510
 AH8510.The modeled gravity was interpolated from observed gravity values.
 AH8510
 AH8510;                    North         East    Units  Estimated Accuracy
 AH8510;SPC AZ C     -   285,610.      216,710.      MT  (+/- 180 meters Scaled)
 AH8510
 AH8510                          SUPERSEDED SURVEY CONTROL
 AH8510
 AH8510.No superseded survey control is available for this station.
 AH8510
 AH8510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC182154(NAD 83)
 AH8510_MARKER: DD = SURVEY DISK
 AH8510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8510_STAMPING: W 513
 AH8510_MARK LOGO: AZ0420
 AH8510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8510+STABILITY: SURFACE MOTION
 AH8510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8510+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2008
 AH8510
 AH8510  HISTORY     - Date     Condition        Report By
 AH8510  HISTORY     - UNK      MONUMENTED       AZ0420
 AH8510  HISTORY     - 19990301 GOOD             NGS
 AH8510  HISTORY     - 20080914 GOOD             GEOCAC
 AH8510
 AH8510                          STATION DESCRIPTION
 AH8510
 AH8510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8510'IN SCOTTSDALE, AT THE INTERSECTION OF MOUNTAINVIEW ROAD AND 92ND
 AH8510'STREET, NEAR THE CENTER OF THE INTERSECTION, 6.1 M (20.0 FT) EAST OF
 AH8510'THE CENTER OF THE SOUTHBOUND LANES OF THE STREET, 6.1 M (20.0 FT) WEST
 AH8510'OF THE CENTER OF THE NORTHBOUND LANES OF THE STREET, ON THE CENTER OF
 AH8510'THE EASTBOUND LANES OF THE ROAD, AND THE MONUMENT IS RECESSED 0.4 M
 AH8510'(1.3 FT) BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE MONUMENT
 AH8510'IS THROUGH AN 8-INCH MANHOLE COVER PRECAST SURVEY. THE MARK IS ON ROAD
 AH8510'RIGHT-OF-WAY.
 AH8510
 AH8510                          STATION RECOVERY (2008)
 AH8510
 AH8510'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 AH8510'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 AH8510'34.567' W111 52.844'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2514 ***********************************************************************
 CZ2514  DESIGNATION -  W 516
 CZ2514  PID         -  CZ2514
 CZ2514  STATE/COUNTY-  AZ/PINAL
 CZ2514  USGS QUAD   -  VALLEY FARMS (1992)
 CZ2514
 CZ2514                         *CURRENT SURVEY CONTROL
 CZ2514  ___________________________________________________________________
 CZ2514* NAD 83(1986)-  32 54 31.     (N)    111 28 50.     (W)     SCALED    
 CZ2514* NAVD 88     -       449.192  (meters)    1473.72   (feet)  ADJUSTED  
 CZ2514  ___________________________________________________________________
 CZ2514  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ2514  DYNAMIC HT  -         448.635 (meters)    1471.90  (feet)  COMP
 CZ2514  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 CZ2514
 CZ2514  VERT ORDER  -  FIRST     CLASS II
 CZ2514
 CZ2514.The horizontal coordinates were scaled from a topographic map and have
 CZ2514.an estimated accuracy of +/- 6 seconds.
 CZ2514
 CZ2514.The orthometric height was determined by differential leveling
 CZ2514.and adjusted in November 1993.
 CZ2514
 CZ2514.The geoid height was determined by GEOID03.
 CZ2514
 CZ2514.The dynamic height is computed by dividing the NAVD 88
 CZ2514.geopotential number by the normal gravity value computed on the
 CZ2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2514.degrees latitude (g = 980.6199 gals.).
 CZ2514
 CZ2514.The modeled gravity was interpolated from observed gravity values.
 CZ2514
 CZ2514;                    North         East    Units  Estimated Accuracy
 CZ2514;SPC AZ C     -   211,700.      254,150.      MT  (+/- 180 meters Scaled)
 CZ2514
 CZ2514                          SUPERSEDED SURVEY CONTROL
 CZ2514
 CZ2514.No superseded survey control is available for this station.
 CZ2514
 CZ2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB550412(NAD 83)
 CZ2514_MARKER: I = METAL ROD
 CZ2514_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2514_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2514_STAMPING: W 516 1992
 CZ2514_MARK LOGO: NGS   
 CZ2514_PROJECTION: FLUSH
 CZ2514_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2514+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ2514_ROD/PIPE-DEPTH: 6.7  meters
 CZ2514_SLEEVE-DEPTH  : 0.9 meters
 CZ2514
 CZ2514  HISTORY     - Date     Condition        Report By
 CZ2514  HISTORY     - 1992     MONUMENTED       NGS
 CZ2514  HISTORY     - 20070401 GOOD             GEOCAC
 CZ2514
 CZ2514                          STATION DESCRIPTION
 CZ2514
 CZ2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2514'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ2514'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ2514'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ2514'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ2514'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ2514'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, THENCE 3.2 KM (2.00 MI)
 CZ2514'SOUTHERLY ALONG CLEMANS ROAD, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 CZ2514'BARTLETT ROAD, THENCE 4.0 KM (2.50 MI) SOUTHERLY ALONG WHEELER ROAD,
 CZ2514'THENCE 1.6 KM (1.00 MI) WESTERLY ALONG KLECK ROAD, 39.0 M (128.0 FT)
 CZ2514'SOUTH OF AND LEVEL WITH THE ROAD CENTER, 20.3 M (66.6 FT) NORTH OF A
 CZ2514'FENCE CORNER, 10.2 M (33.5 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 CZ2514'1.9 M (6.2 FT) SOUTH OF UTILITY POLE NUMBER 0804 WITH A GUY CABLE,
 CZ2514'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 CZ2514'POINT IS THROUGH A 5-INCH LOGO CAP.
 CZ2514
 CZ2514                          STATION RECOVERY (2007)
 CZ2514
 CZ2514'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2313 ***********************************************************************
 DU2313  DESIGNATION -  W 517
 DU2313  PID         -  DU2313
 DU2313  STATE/COUNTY-  AZ/MARICOPA
 DU2313  USGS QUAD   -  BUCKHORN (1982)
 DU2313
 DU2313                         *CURRENT SURVEY CONTROL
 DU2313  ___________________________________________________________________
 DU2313* NAD 83(1986)-  33 25 55.     (N)    111 44 09.     (W)     SCALED    
 DU2313* NAVD 88     -       406.818  (meters)    1334.70   (feet)  ADJUSTED  
 DU2313  ___________________________________________________________________
 DU2313  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU2313  DYNAMIC HT  -         406.338 (meters)    1333.13  (feet)  COMP
 DU2313  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 DU2313
 DU2313  VERT ORDER  -  FIRST     CLASS II
 DU2313
 DU2313.The horizontal coordinates were scaled from a topographic map and have
 DU2313.an estimated accuracy of +/- 6 seconds.
 DU2313
 DU2313.The orthometric height was determined by differential leveling
 DU2313.and adjusted in November 1993.
 DU2313
 DU2313.The geoid height was determined by GEOID03.
 DU2313
 DU2313.The dynamic height is computed by dividing the NAVD 88
 DU2313.geopotential number by the normal gravity value computed on the
 DU2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2313.degrees latitude (g = 980.6199 gals.).
 DU2313
 DU2313.The modeled gravity was interpolated from observed gravity values.
 DU2313
 DU2313;                    North         East    Units  Estimated Accuracy
 DU2313;SPC AZ C     -   269,670.      230,180.      MT  (+/- 180 meters Scaled)
 DU2313
 DU2313                          SUPERSEDED SURVEY CONTROL
 DU2313
 DU2313.No superseded survey control is available for this station.
 DU2313
 DU2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB315994(NAD 83)
 DU2313_MARKER: I = METAL ROD
 DU2313_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2313_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2313_STAMPING: W 517 1992
 DU2313_MARK LOGO: NGS   
 DU2313_PROJECTION: RECESSED 2 CENTIMETERS
 DU2313_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2313+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 DU2313_ROD/PIPE-DEPTH: 6.7  meters
 DU2313_SLEEVE-DEPTH  : 0.9 meters
 DU2313
 DU2313  HISTORY     - Date     Condition        Report By
 DU2313  HISTORY     - 1992     MONUMENTED       NGS
 DU2313  HISTORY     - 20061009 GOOD             GEOCAC
 DU2313
 DU2313                          STATION DESCRIPTION
 DU2313
 DU2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2313'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2313'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2313'1.9 KM (1.20 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, 14.7 M (48.2
 DU2313'FT) NORTH OF THE CENTER OF EAST ELMWOOD STREET, 9.6 M (31.5 FT)
 DU2313'NORTHWEST OF A FIRE HYDRANT, 8.3 M (27.2 FT) EAST OF AND LEVEL WITH
 DU2313'THE CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD, 3.1 M (10.2 FT)
 DU2313'WEST OF A BRICK WALL, AND 1.2 M (3.9 FT) SOUTHWEST OF A UTILITY LIGHT
 DU2313'POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2313
 DU2313                          STATION RECOVERY (2006)
 DU2313
 DU2313'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2339 ***********************************************************************
 DU2339  DESIGNATION -  W 518
 DU2339  PID         -  DU2339
 DU2339  STATE/COUNTY-  AZ/MARICOPA
 DU2339  USGS QUAD   -  TEMPE (1982)
 DU2339
 DU2339                         *CURRENT SURVEY CONTROL
 DU2339  ___________________________________________________________________
 DU2339* NAD 83(1986)-  33 24 26.     (N)    111 58 25.     (W)     SCALED    
 DU2339* NAVD 88     -       347.764  (meters)    1140.96   (feet)  ADJUSTED  
 DU2339  ___________________________________________________________________
 DU2339  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2339  DYNAMIC HT  -         347.364 (meters)    1139.64  (feet)  COMP
 DU2339  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 DU2339
 DU2339  VERT ORDER  -  FIRST     CLASS II
 DU2339
 DU2339.The horizontal coordinates were scaled from a topographic map and have
 DU2339.an estimated accuracy of +/- 6 seconds.
 DU2339
 DU2339.The orthometric height was determined by differential leveling
 DU2339.and adjusted in November 1993.
 DU2339
 DU2339.The geoid height was determined by GEOID03.
 DU2339
 DU2339.The dynamic height is computed by dividing the NAVD 88
 DU2339.geopotential number by the normal gravity value computed on the
 DU2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2339.degrees latitude (g = 980.6199 gals.).
 DU2339
 DU2339.The modeled gravity was interpolated from observed gravity values.
 DU2339
 DU2339;                    North         East    Units  Estimated Accuracy
 DU2339;SPC AZ C     -   266,910.      208,060.      MT  (+/- 180 meters Scaled)
 DU2339
 DU2339                          SUPERSEDED SURVEY CONTROL
 DU2339
 DU2339.No superseded survey control is available for this station.
 DU2339
 DU2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB094968(NAD 83)
 DU2339_MARKER: I = METAL ROD
 DU2339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2339_SP_SET: STAINLESS STEEL ROD
 DU2339_STAMPING: W 518 1992
 DU2339_MARK LOGO: NGS   
 DU2339_PROJECTION: FLUSH
 DU2339_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2339+STABILITY: POSITION/ELEVATION WELL
 DU2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2339+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU2339_ROD/PIPE-DEPTH: 4.0  meters
 DU2339
 DU2339  HISTORY     - Date     Condition        Report By
 DU2339  HISTORY     - 1992     MONUMENTED       NGS
 DU2339  HISTORY     - 20060807 GOOD             GEOCAC
 DU2339  HISTORY     - 20080501 GOOD             GEOCAC
 DU2339
 DU2339                          STATION DESCRIPTION
 DU2339
 DU2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2339'2.0 KM (1.25 MI) SOUTHERLY ALONG MILL AVENUE FROM THE POST OFFICE IN
 DU2339'TEMPE, THENCE 3.4 KM (2.10 MI) WESTERLY ALONG BROADWAY ROAD, 0.2 KM
 DU2339'(0.10 MI) EAST OF THE INTERSECTION OF SOUTH 48TH STREET, 25.7 M (84.3
 DU2339'FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE ROAD, 16.9 M
 DU2339'(55.4 FT) NORTH OF THE NORTH END OF THE LAROY HEADSTONE, 13.6 M (44.6
 DU2339'FT) WEST OF THE CENTER OF THE ENTRANCE TO THE DOUBLE BUTTE CEMETERY,
 DU2339'AND 2.8 M (9.2 FT) EAST OF THE EAST EDGE OF A SIGN (DOUBLE BUTTE
 DU2339'CEMETERY CITY OF TEMPE ARIZONA).
 DU2339
 DU2339                          STATION RECOVERY (2006)
 DU2339
 DU2339'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2339'RECOVERED IN GOOD CONDITION.
 DU2339
 DU2339                          STATION RECOVERY (2008)
 DU2339
 DU2339'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2311 ***********************************************************************
 DV2311  DESIGNATION -  W 519
 DV2311  PID         -  DV2311
 DV2311  STATE/COUNTY-  AZ/MARICOPA
 DV2311  USGS QUAD   -  TOLLESON (1982)
 DV2311
 DV2311                         *CURRENT SURVEY CONTROL
 DV2311  ___________________________________________________________________
 DV2311* NAD 83(1986)-  33 24 23.     (N)    112 17 24.     (W)     SCALED    
 DV2311* NAVD 88     -       297.254  (meters)     975.24   (feet)  ADJUSTED  
 DV2311  ___________________________________________________________________
 DV2311  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DV2311  DYNAMIC HT  -         296.913 (meters)     974.12  (feet)  COMP
 DV2311  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 DV2311
 DV2311  VERT ORDER  -  FIRST     CLASS II
 DV2311
 DV2311.The horizontal coordinates were scaled from a topographic map and have
 DV2311.an estimated accuracy of +/- 6 seconds.
 DV2311
 DV2311.The orthometric height was determined by differential leveling
 DV2311.and adjusted in November 1993.
 DV2311
 DV2311.The geoid height was determined by GEOID03.
 DV2311
 DV2311.The dynamic height is computed by dividing the NAVD 88
 DV2311.geopotential number by the normal gravity value computed on the
 DV2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2311.degrees latitude (g = 980.6199 gals.).
 DV2311
 DV2311.The modeled gravity was interpolated from observed gravity values.
 DV2311
 DV2311;                    North         East    Units  Estimated Accuracy
 DV2311;SPC AZ C     -   266,880.      178,640.      MT  (+/- 180 meters Scaled)
 DV2311
 DV2311                          SUPERSEDED SURVEY CONTROL
 DV2311
 DV2311.No superseded survey control is available for this station.
 DV2311
 DV2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB800970(NAD 83)
 DV2311_MARKER: DV = VERTICAL CONTROL DISK
 DV2311_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2311_SP_SET: FOOTING
 DV2311_STAMPING: W 519 1992
 DV2311_MARK LOGO: NGS   
 DV2311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2311+STABILITY: POSITION/ELEVATION WELL
 DV2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2311+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DV2311
 DV2311  HISTORY     - Date     Condition        Report By
 DV2311  HISTORY     - 1992     MONUMENTED       NGS
 DV2311  HISTORY     - 20060819 GOOD             GEOCAC
 DV2311
 DV2311                          STATION DESCRIPTION
 DV2311
 DV2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2311'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2311'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2311'91ST AVENUE, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG WEST BROADWAY
 DV2311'ROAD, NEAR THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2311'TOWER NUMBER 54, 44.2 M (145.0 FT) WEST OF THE CENTERLINE OF SOUTH
 DV2311'107TH AVENUE, 14.1 M (46.3 FT) NORTH OF AND LEVEL WITH THE ROAD
 DV2311'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 DV2311
 DV2311                          STATION RECOVERY (2006)
 DV2311
 DV2311'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2363 ***********************************************************************
 CZ2363  DESIGNATION -  W 51X
 CZ2363  PID         -  CZ2363
 CZ2363  STATE/COUNTY-  AZ/PINAL
 CZ2363  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ2363
 CZ2363                         *CURRENT SURVEY CONTROL
 CZ2363  ___________________________________________________________________
 CZ2363* NAD 83(1992)-  32 46 43.03210(N)    111 53 05.41562(W)     ADJUSTED  
 CZ2363* NAVD 88     -       467.2    (meters)    1533.     (feet)  VERTCON   
 CZ2363  ___________________________________________________________________
 CZ2363  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CZ2363  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ2363  HORZ ORDER  -  FIRST
 CZ2363
 CZ2363.The horizontal coordinates were established by classical geodetic methods
 CZ2363.and adjusted by the National Geodetic Survey in August 1993.
 CZ2363
 CZ2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2363
 CZ2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2363
 CZ2363.The geoid height was determined by GEOID03.
 CZ2363
 CZ2363;                    North         East     Units Scale Factor Converg.
 CZ2363;SPC AZ C     -   197,202.856   216,341.630   MT  0.99990011   +0 01 02.0
 CZ2363;SPC AZ C     -   646,991.00    709,782.25   iFT  0.99990011   +0 01 02.0
 CZ2363;UTM  12      - 3,627,091.606   417,134.970   MT  0.99968467   -0 28 44.7
 CZ2363
 CZ2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2363!SPC AZ C     -   0.99993142  x   0.99990011  =   0.99983154
 CZ2363!UTM  12      -   0.99993142  x   0.99968467  =   0.99961612
 CZ2363
 CZ2363|---------------------------------------------------------------------|
 CZ2363| PID    Reference Object                     Distance      Geod. Az  |
 CZ2363|                                                           dddmmss.s |
 CZ2363| CH5676 W 51X RM 1                           12.507 METERS 01134     |
 CZ2363| CZ2359 W 51                                APPROX. 0.7 KM 1014245.9 |
 CZ2363| CH5677 W 51X RM 2                            7.216 METERS 11545     |
 CZ2363| CH5678 W 51X RM 3                           10.739 METERS 17600     |
 CZ2363|---------------------------------------------------------------------|
 CZ2363
 CZ2363                          SUPERSEDED SURVEY CONTROL
 CZ2363
 CZ2363  NAD 83(1986)-  32 46 43.02539(N)    111 53 05.41610(W) AD(       ) 1
 CZ2363  NAD 27      -  32 46 42.82601(N)    111 53 02.94436(W) AD(       ) 1
 CZ2363  NGVD 29 (07/19/86)  466.6    (m)         1531.     (f) VERT ANG    3  
 CZ2363
 CZ2363.Superseded values are not recommended for survey control.
 CZ2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2363.See file dsdata.txt to determine how the superseded data were derived.
 CZ2363
 CZ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1713527092(NAD 83)
 CZ2363_MARKER: DD = SURVEY DISK
 CZ2363_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2363
 CZ2363  HISTORY     - Date     Condition        Report By
 CZ2363  HISTORY     - 1966     MONUMENTED       DMA
 CZ2363
 CZ2363                          STATION DESCRIPTION
 CZ2363
 CZ2363'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2363'T-7-S.  R-4-E.  IN SECTION 36 ABOUT 0.5 MILE SOUTHWEST OF THE
 CZ2363'NORTHEAST CORNER.
 CZ2363'
 CZ2363'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CEMENTED
 CZ2363'IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--W 51 X
 CZ2363'ARMY MAP SERVICE 1966.  LOCATED IN A SMALL CLEARED AREA AT THE
 CZ2363'CREST OF THE BUTTE, AND 10 FEET EAST OF A 3 FEET HIGH ROCK
 CZ2363'CAIRN.
 CZ2363'
 CZ2363'TO REACH FROM THE JUNCTION OF STATE ROUTES 93 AND 84 IN
 CZ2363'CASA GRANDE, PINAL COUNTY, ARIZONA, GO WEST ON ROUTE 84 FOR 7 MILES
 CZ2363'TO A CROSSROAD INTERSECTION.  TURN LEFT AND GO SOUTH ON MIDWAY
 CZ2363'ROAD FOR 7.5 MILES TO A POINT WHERE A NORTH-SOUTH FENCELINE
 CZ2363'DIVIDES MIDWAY ROAD INTO TWO LANES.  KEEP TO LEFT OF FENCE AND
 CZ2363'CONTINUE SOUTH FOR 0.25 MILE TO A GATE.  PASS THRU GATE AND GO
 CZ2363'SOUTHWEST AND SOUTH FOR 0.4 MILE TO A POINT BETWEEN A SMALL
 CZ2363'KNOLL ON THE EAST AND THE BUTTE ON THE WEST.  PACK WEST TO
 CZ2363'HIGHEST POINT OF BUTTE AND STATION.  ABOUT 5 MINUTES PACK
 CZ2363'TIME.  TWO-WHEEL DRIVE STATION.  NOTE--THERE IS A TRAIL UP THE
 CZ2363'NORTH SIDE OF THE BUTTE AND A FOUR-WHEEL DRIVE VEHICLE CAN BE
 CZ2363'PUT WITHIN ABOUT 250 FEET OF THE STATION.
 CZ2363'
 CZ2363'REFERENCE MARK NO 1 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2363'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS
 CZ2363'STAMPED--W 51 X RM 1 ARMY MAP SERVICE 1966.  LOCATED 41.03 FEET
 CZ2363'NORTH-NORTHEAST OF THE STATION AND 0.2 FOOT LOWER IN ELEVATION.
 CZ2363'
 CZ2363'REFERENCE MARK NO 2 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2363'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS
 CZ2363'STAMPED--W 51 X RM 2 ARMY MAP SERVICE 1966.  LOCATED 23.68 FEET
 CZ2363'SOUTHEAST OF THE STATION AND 3.4 FEET LOWER IN ELEVATION.
 CZ2363'
 CZ2363'REFERENCE MARK NO 3 IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2363'CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.  IT IS
 CZ2363'STAMPED--W 51 X RM 3 ARMY MAP SERVICE 1966.  LOCATED 35.23 FEET
 CZ2363'SOUTH OF THE STATION AND 0.2 FOOT LOWER IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0492 ***********************************************************************
 FS0492  DESIGNATION -  W 52
 FS0492  PID         -  FS0492
 FS0492  STATE/COUNTY-  AZ/MOHAVE
 FS0492  USGS QUAD   -  GRASSHOPPER JUNCTION NW (1967)
 FS0492
 FS0492                         *CURRENT SURVEY CONTROL
 FS0492  ___________________________________________________________________
 FS0492* NAD 83(1986)-  35 29 26.     (N)    114 28 29.     (W)     SCALED    
 FS0492* NAVD 88     -      1066.603  (meters)    3499.35   (feet)  POSTED    
 FS0492  ___________________________________________________________________
 FS0492  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FS0492  DYNAMIC HT  -        1065.380 (meters)    3495.33  (feet)  COMP
 FS0492  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 FS0492
 FS0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0492
 FS0492.The horizontal coordinates were scaled from a topographic map and have
 FS0492.an estimated accuracy of +/- 6 seconds.
 FS0492
 FS0492.The orthometric height was determined by differential leveling
 FS0492.and adjusted by the  in 1992.
 FS0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0492.rate of 0.0 thru 1.0 mm/km.
 FS0492
 FS0492.The geoid height was determined by GEOID03.
 FS0492
 FS0492.The dynamic height is computed by dividing the NAVD 88
 FS0492.geopotential number by the normal gravity value computed on the
 FS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0492.degrees latitude (g = 980.6199 gals.).
 FS0492
 FS0492.The modeled gravity was interpolated from observed gravity values.
 FS0492
 FS0492;                    North         East    Units  Estimated Accuracy
 FS0492;SPC AZ W     -   498,250.      147,600.      MT  (+/- 180 meters Scaled)
 FS0492
 FS0492                          SUPERSEDED SURVEY CONTROL
 FS0492
 FS0492  NGVD 29 (??/??/92) 1065.802  (m)         3496.72   (f) ADJ UNCH    1 2
 FS0492
 FS0492.Superseded values are not recommended for survey control.
 FS0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0492.See file dsdata.txt to determine how the superseded data were derived.
 FS0492
 FS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV290303(NAD 83)
 FS0492_MARKER: DB = BENCH MARK DISK
 FS0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0492_STAMPING: W 52 1934
 FS0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0492+STABILITY: SURFACE MOTION
 FS0492
 FS0492  HISTORY     - Date     Condition        Report By
 FS0492  HISTORY     - 1934     MONUMENTED       CGS
 FS0492  HISTORY     - 1950     GOOD             NGS
 FS0492
 FS0492                          STATION DESCRIPTION
 FS0492
 FS0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0492'16 MI NW FROM GRASSHOPPER JUNCTION.
 FS0492'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0492'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 8.6 MILES WEST
 FS0492'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.5
 FS0492'MILE WEST OF A TRACK ROAD LEADING NORTH, ABOUT 92 YARDS EAST OF
 FS0492'THE CENTER OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 20
 FS0492'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A
 FS0492'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 FS0492'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0100 ***********************************************************************
 GP0100  DESIGNATION -  W 52
 GP0100  PID         -  GP0100
 GP0100  STATE/COUNTY-  AZ/COCONINO
 GP0100  USGS QUAD   -  PAGE (1985)
 GP0100
 GP0100                         *CURRENT SURVEY CONTROL
 GP0100  ___________________________________________________________________
 GP0100* NAD 83(1986)-  36 55 57.     (N)    111 29 07.     (W)     SCALED    
 GP0100* NAVD 88     -      1182.463  (meters)    3879.46   (feet)  ADJUSTED  
 GP0100  ___________________________________________________________________
 GP0100  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0100  DYNAMIC HT  -        1181.129 (meters)    3875.09  (feet)  COMP
 GP0100  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 GP0100
 GP0100  VERT ORDER  -  FIRST     CLASS II
 GP0100
 GP0100.The horizontal coordinates were scaled from a topographic map and have
 GP0100.an estimated accuracy of +/- 6 seconds.
 GP0100
 GP0100.The orthometric height was determined by differential leveling
 GP0100.and adjusted in June 1991.
 GP0100
 GP0100.The geoid height was determined by GEOID03.
 GP0100
 GP0100.The dynamic height is computed by dividing the NAVD 88
 GP0100.geopotential number by the normal gravity value computed on the
 GP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0100.degrees latitude (g = 980.6199 gals.).
 GP0100
 GP0100.The modeled gravity was interpolated from observed gravity values.
 GP0100
 GP0100;                    North         East    Units  Estimated Accuracy
 GP0100;SPC AZ C     -   658,070.      251,790.      MT  (+/- 180 meters Scaled)
 GP0100
 GP0100                          SUPERSEDED SURVEY CONTROL
 GP0100
 GP0100  NGVD 29 (??/??/92) 1181.592  (m)         3876.61   (f) ADJ UNCH    1 2
 GP0100
 GP0100.Superseded values are not recommended for survey control.
 GP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0100.See file dsdata.txt to determine how the superseded data were derived.
 GP0100
 GP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF567874(NAD 83)
 GP0100_MARKER: DD = SURVEY DISK
 GP0100_SETTING: 66 = SET IN ROCK OUTCROP
 GP0100_SP_SET: SANDSTONE OUTCROP
 GP0100_STAMPING: W 52 1957
 GP0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0100+STABILITY: POSITION/ELEVATION WELL
 GP0100
 GP0100  HISTORY     - Date     Condition        Report By
 GP0100  HISTORY     - 1957     MONUMENTED       BOR
 GP0100  HISTORY     - 1962     GOOD             NGS
 GP0100  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0100
 GP0100                          STATION DESCRIPTION
 GP0100
 GP0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0100'0.2 MI W FROM PAGE.
 GP0100'ABOUT 0.1 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE SOUTHWEST END OF
 GP0100'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.1 MILE NORTHWEST
 GP0100'AND UPHILL ALONG AN ABANDONED ASPHALT ROAD, 555 YARDS (PACED)
 GP0100'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GLEN CANYON BRIDGE, 168 FEET
 GP0100'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 89, 88 FEET NORTH-NORTHWEST OF
 GP0100'THE CENTERLINE OF THE ABANDONED ASPHALT ROAD, EAST OF AND AT THE BASE
 GP0100'OF A SANDSTONE KNOLL, ABOUT 2 FEET BELOW THE LEVEL OF THE ABANDONED
 GP0100'ASPHALT ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP. THIS MARK IS
 GP0100'PROTECTED BY THREE 2-INCH PIPES AND 2X4 LUMBER WHICH FORMS A TRIANGLE
 GP0100'AROUND THE MARK.
 GP0100
 GP0100                          STATION RECOVERY (1983)
 GP0100
 GP0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0100'NOT RECOVERED.  CONSTRUCTION IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2353 ***********************************************************************
 DU2353  DESIGNATION -  W 521
 DU2353  PID         -  DU2353
 DU2353  STATE/COUNTY-  AZ/PINAL
 DU2353  USGS QUAD   -  GILA BUTTE (1981)
 DU2353
 DU2353                         *CURRENT SURVEY CONTROL
 DU2353  ___________________________________________________________________
 DU2353* NAD 83(1986)-  33 09 15.     (N)    111 50 26.     (W)     SCALED    
 DU2353* NAVD 88     -       368.029  (meters)    1207.44   (feet)  ADJUSTED  
 DU2353  ___________________________________________________________________
 DU2353  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DU2353  DYNAMIC HT  -         367.593 (meters)    1206.01  (feet)  COMP
 DU2353  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 DU2353
 DU2353  VERT ORDER  -  FIRST     CLASS II
 DU2353
 DU2353.The horizontal coordinates were scaled from a topographic map and have
 DU2353.an estimated accuracy of +/- 6 seconds.
 DU2353
 DU2353.The orthometric height was determined by differential leveling
 DU2353.and adjusted in August 1994.
 DU2353
 DU2353.The geoid height was determined by GEOID03.
 DU2353
 DU2353.The dynamic height is computed by dividing the NAVD 88
 DU2353.geopotential number by the normal gravity value computed on the
 DU2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2353.degrees latitude (g = 980.6199 gals.).
 DU2353
 DU2353.The modeled gravity was interpolated from observed gravity values.
 DU2353
 DU2353;                    North         East    Units  Estimated Accuracy
 DU2353;SPC AZ C     -   238,850.      220,460.      MT  (+/- 180 meters Scaled)
 DU2353
 DU2353                          SUPERSEDED SURVEY CONTROL
 DU2353
 DU2353.No superseded survey control is available for this station.
 DU2353
 DU2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216686(NAD 83)
 DU2353_MARKER: I = METAL ROD
 DU2353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2353_SP_SET: STAINLESS STEEL ROD
 DU2353_STAMPING: W 521 1994
 DU2353_MARK LOGO: NGS   
 DU2353_PROJECTION: FLUSH
 DU2353_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2353+STABILITY: POSITION/ELEVATION WELL
 DU2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2353+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DU2353_ROD/PIPE-DEPTH: 7.8  meters
 DU2353
 DU2353  HISTORY     - Date     Condition        Report By
 DU2353  HISTORY     - 1994     MONUMENTED       NGS
 DU2353  HISTORY     - 20060912 GOOD             GEOCAC
 DU2353
 DU2353                          STATION DESCRIPTION
 DU2353
 DU2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2353'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2353'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, THENCE 5.7 KM
 DU2353'(3.55 MI) SOUTHERLY ALONG STATE HIGHWAY 587, 70.2 M (230.3 FT) NORTH
 DU2353'OF THE CENTER OF A PAVED ROAD, 27.3 M (89.6 FT) EAST OF THE
 DU2353'CENTERLINE OF A DETOUR ROAD, 14.5 M (47.6 FT) EAST OF THE HIGHWAY
 DU2353'CENTERLINE, 1.8 M (5.9 FT) SOUTH OF UTILITY POLE, 0.3 M (1.0 FT)
 DU2353'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 DU2353'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2353
 DU2353                          STATION RECOVERY (2006)
 DU2353
 DU2353'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0462 ***********************************************************************
 FS0462  DESIGNATION -  W 53
 FS0462  PID         -  FS0462
 FS0462  STATE/COUNTY-  AZ/MOHAVE
 FS0462  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0462
 FS0462                         *CURRENT SURVEY CONTROL
 FS0462  ___________________________________________________________________
 FS0462* NAD 83(1986)-  35 56 19.     (N)    114 05 57.     (W)     SCALED    
 FS0462* NAVD 88     -      1095.632  (meters)    3594.59   (feet)  POSTED    
 FS0462  ___________________________________________________________________
 FS0462  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0462  DYNAMIC HT  -        1094.410 (meters)    3590.58  (feet)  COMP
 FS0462  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 FS0462
 FS0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0462
 FS0462.The horizontal coordinates were scaled from a topographic map and have
 FS0462.an estimated accuracy of +/- 6 seconds.
 FS0462
 FS0462.The orthometric height was determined by differential leveling
 FS0462.and adjusted by the  in 1992.
 FS0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0462.rate of 0.0 thru 1.0 mm/km.
 FS0462
 FS0462.The geoid height was determined by GEOID03.
 FS0462
 FS0462.The dynamic height is computed by dividing the NAVD 88
 FS0462.geopotential number by the normal gravity value computed on the
 FS0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0462.degrees latitude (g = 980.6199 gals.).
 FS0462
 FS0462.The modeled gravity was interpolated from observed gravity values.
 FS0462
 FS0462;                    North         East    Units  Estimated Accuracy
 FS0462;SPC AZ W     -   547,780.      181,860.      MT  (+/- 180 meters Scaled)
 FS0462
 FS0462                          SUPERSEDED SURVEY CONTROL
 FS0462
 FS0462  NGVD 29 (??/??/92) 1094.880  (m)         3592.12   (f) ADJ UNCH    1 1
 FS0462
 FS0462.Superseded values are not recommended for survey control.
 FS0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0462.See file dsdata.txt to determine how the superseded data were derived.
 FS0462
 FS0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV616810(NAD 83)
 FS0462_MARKER: DB = BENCH MARK DISK
 FS0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0462_STAMPING: W 53 1934
 FS0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0462+STABILITY: SURFACE MOTION
 FS0462
 FS0462  HISTORY     - Date     Condition        Report By
 FS0462  HISTORY     - 1934     MONUMENTED       CGS
 FS0462  HISTORY     - 1950     GOOD             NGS
 FS0462  HISTORY     - 1986     GOOD             USPSQD
 FS0462
 FS0462                          STATION DESCRIPTION
 FS0462
 FS0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0462'15.1 MI S FROM PIERCES FERRY.
 FS0462'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0462'RANGER STATION AT PIERCES FERRY, THENCE 1.7 MILES SOUTH ALONG
 FS0462'A DIRT ROAD, 0.4 MILE NORTH OF THE JUNCTION OF A TRACK ROAD
 FS0462'LEADING NORTHWEST, 0.05 MILE SOUTH OF THE JUNCTION OF A TRACK
 FS0462'ROAD LEADING SOUTHWEST TO A SMALL CABIN, AT THE BOTTOM OF A SMALL
 FS0462'WASH, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 FS0462'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 FS0462'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0462
 FS0462                          STATION RECOVERY (1986)
 FS0462
 FS0462'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0101 ***********************************************************************
 GP0101  DESIGNATION -  W 53
 GP0101  PID         -  GP0101
 GP0101  STATE/COUNTY-  AZ/COCONINO
 GP0101  USGS QUAD   -  PAGE (1985)
 GP0101
 GP0101                         *CURRENT SURVEY CONTROL
 GP0101  ___________________________________________________________________
 GP0101* NAD 83(1986)-  36 56 09.     (N)    111 29 11.     (W)     SCALED    
 GP0101* NAVD 88     -      1160.429  (meters)    3807.17   (feet)  ADJUSTED  
 GP0101  ___________________________________________________________________
 GP0101  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0101  DYNAMIC HT  -        1159.120 (meters)    3802.88  (feet)  COMP
 GP0101  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 GP0101
 GP0101  VERT ORDER  -  FIRST     CLASS II
 GP0101
 GP0101.The horizontal coordinates were scaled from a topographic map and have
 GP0101.an estimated accuracy of +/- 6 seconds.
 GP0101
 GP0101.The orthometric height was determined by differential leveling
 GP0101.and adjusted in June 1991.
 GP0101
 GP0101.The geoid height was determined by GEOID03.
 GP0101
 GP0101.The dynamic height is computed by dividing the NAVD 88
 GP0101.geopotential number by the normal gravity value computed on the
 GP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0101.degrees latitude (g = 980.6199 gals.).
 GP0101
 GP0101.The modeled gravity was interpolated from observed gravity values.
 GP0101
 GP0101;                    North         East    Units  Estimated Accuracy
 GP0101;SPC AZ C     -   658,440.      251,690.      MT  (+/- 180 meters Scaled)
 GP0101
 GP0101                          SUPERSEDED SURVEY CONTROL
 GP0101
 GP0101  NGVD 29 (??/??/92) 1159.556  (m)         3804.31   (f) ADJ UNCH    1 2
 GP0101
 GP0101.Superseded values are not recommended for survey control.
 GP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0101.See file dsdata.txt to determine how the superseded data were derived.
 GP0101
 GP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF566878(NAD 83)
 GP0101_MARKER: DD = SURVEY DISK
 GP0101_SETTING: 66 = SET IN ROCK OUTCROP
 GP0101_SP_SET: SANDSTONE OUTCROP
 GP0101_STAMPING: W 53 1957
 GP0101_MARK LOGO: BOR   
 GP0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0101+STABILITY: POSITION/ELEVATION WELL
 GP0101
 GP0101  HISTORY     - Date     Condition        Report By
 GP0101  HISTORY     - 1957     MONUMENTED       BOR
 GP0101  HISTORY     - 1962     GOOD             NGS
 GP0101  HISTORY     - 1983     GOOD             NGS
 GP0101
 GP0101                          STATION DESCRIPTION
 GP0101
 GP0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0101'IN PAGE.
 GP0101'159.0 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 GP0101'GLEN CANYON BRIDGE AT PAGE, ARIZONA.  5.0 FEET SOUTH OF THE SOUTH FACE
 GP0101'OF A CONCRETE FOUNDATION WHICH SUPPORTS A METAL BUILDING OVERLOOKING
 GP0101'THE GLEN CANYON DAM TO THE EAST, 2.3 FEET WEST OF THE WEST RIM OF THE
 GP0101'GLEN CANYON, ABOUT 8 FEET BELOW THE LEVEL OF THE GLEN CANYON BRIDGE,
 GP0101'AND SET IN THE TOP OF A SANDSTONE OUTCROP ON THE WEST RIM.
 GP0101
 GP0101                          STATION RECOVERY (1983)
 GP0101
 GP0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0101'RECOVERED IN GOOD CONDITION.  ADD--14 FEET BELOW THE SIDEWALK LEADING
 GP0101'NORTH TO THE CARL HAYDEN VISITOR CENTER.  NOTE--DUE TO THE EXTREMELY
 GP0101'DANGEROUS ROUTE ALONG WHICH LEVELS WOULD HAVE TO BE RUN, THIS MARK WAS
 GP0101'NOT LEVELED TO IN 1983-84.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2264 ***********************************************************************
 CZ2264  DESIGNATION -  W 53
 CZ2264  PID         -  CZ2264
 CZ2264  STATE/COUNTY-  AZ/PINAL
 CZ2264  USGS QUAD   -  VAIVA VO (1993)
 CZ2264
 CZ2264                         *CURRENT SURVEY CONTROL
 CZ2264  ___________________________________________________________________
 CZ2264* NAD 83(1992)-  32 44 54.26147(N)    111 52 37.80066(W)     ADJUSTED  
 CZ2264* NAVD 88     -       430.49   (+/-2cm)    1412.4    (feet)  VERTCON   
 CZ2264  ___________________________________________________________________
 CZ2264  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 CZ2264  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ2264  HORZ ORDER  -  FIRST
 CZ2264  VERT ORDER  -  THIRD ? (See Below)
 CZ2264
 CZ2264.The horizontal coordinates were established by classical geodetic methods
 CZ2264.and adjusted by the National Geodetic Survey in August 1993.
 CZ2264
 CZ2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2264.The vertical order pertains to the NGVD 29 superseded value.
 CZ2264
 CZ2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2264
 CZ2264.The geoid height was determined by GEOID03.
 CZ2264
 CZ2264;                    North         East     Units Scale Factor Converg.
 CZ2264;SPC AZ C     -   193,852.685   217,061.456   MT  0.99990017   +0 01 16.9
 CZ2264;SPC AZ C     -   635,999.62    712,143.88   iFT  0.99990017   +0 01 16.9
 CZ2264;UTM  12      - 3,623,736.054   417,825.612   MT  0.99968326   -0 28 28.3
 CZ2264
 CZ2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2264!SPC AZ C     -   0.99993719  x   0.99990017  =   0.99983736
 CZ2264!UTM  12      -   0.99993719  x   0.99968326  =   0.99962047
 CZ2264
 CZ2264|---------------------------------------------------------------------|
 CZ2264| PID    Reference Object                     Distance      Geod. Az  |
 CZ2264|                                                           dddmmss.s |
 CZ2264| CH5679 W 53 RM E                             8.833 METERS 08858     |
 CZ2264| CH5680 W 53 RM S                             8.843 METERS 17904     |
 CZ2264| CZ2363 W 51X                               APPROX. 3.4 KM 3475342.1 |
 CZ2264|---------------------------------------------------------------------|
 CZ2264
 CZ2264                          SUPERSEDED SURVEY CONTROL
 CZ2264
 CZ2264  NAD 83(1986)-  32 44 54.25481(N)    111 52 37.80088(W) AD(       ) 1
 CZ2264  NAD 27      -  32 44 54.05169(N)    111 52 35.33236(W) AD(       ) 1
 CZ2264  NGVD 29 (07/19/86)  429.89   (m)         1410.4    (f) LEVELING    3  
 CZ2264
 CZ2264.Superseded values are not recommended for survey control.
 CZ2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2264.See file dsdata.txt to determine how the superseded data were derived.
 CZ2264
 CZ2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1782623736(NAD 83)
 CZ2264_MARKER: DD = SURVEY DISK
 CZ2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2264
 CZ2264  HISTORY     - Date     Condition        Report By
 CZ2264  HISTORY     - 1966     MONUMENTED       DMA
 CZ2264
 CZ2264                          STATION DESCRIPTION
 CZ2264
 CZ2264'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2264'T-8-S.  R-5-E.  IN SECTION 8 ABOUT .65 MILE NORTH OF THE SOUTHWEST
 CZ2264'CORNER.
 CZ2264'
 CZ2264'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2264'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2264'0.6 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2264'STAMPED--W 53 1966 ARMY MAP SERVICE.
 CZ2264'
 CZ2264'THE MARK IS LOCATED ON LOW SANDY MOUND.
 CZ2264'
 CZ2264'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2264'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2264'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD
 CZ2264'RIGHT.  TURN RIGHT AND GO NORTHWEST AND WEST FOR 2.2 MILES TO
 CZ2264'A SHARP TURN RIGHT AND TRAIL WEST.  CONTINUE ON MAIN ROAD NORTH
 CZ2264'THENCE NORTHWEST FOR 2.1 MILE TO CROSSROAD (UNDERGROUND GAS
 CZ2264'LINE) TURN LEFT AND GO SOUTHWEST FOR 3.0 MILES.  TURN LEFT AND
 CZ2264'GO SOUTH FOR 0.35 MILE TO STATION SITE.
 CZ2264'
 CZ2264'NOTE--4 WHEEL DRIVE VEHICLE IS NEEDED IN THIS AREA BECAUSE
 CZ2264'OF LOOSE SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0125 ***********************************************************************
 GQ0125  DESIGNATION -  W 54
 GQ0125  PID         -  GQ0125
 GQ0125  STATE/COUNTY-  AZ/MOHAVE
 GQ0125  USGS QUAD   -  GYP HILLS (1971)
 GQ0125
 GQ0125                         *CURRENT SURVEY CONTROL
 GQ0125  ___________________________________________________________________
 GQ0125* NAD 83(1986)-  36 19 55.     (N)    113 55 31.     (W)     SCALED    
 GQ0125* NAVD 88     -       660.245  (meters)    2166.15   (feet)  POSTED    
 GQ0125  ___________________________________________________________________
 GQ0125  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 GQ0125  DYNAMIC HT  -         659.550 (meters)    2163.87  (feet)  COMP
 GQ0125  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 GQ0125
 GQ0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0125
 GQ0125.The horizontal coordinates were scaled from a topographic map and have
 GQ0125.an estimated accuracy of +/- 6 seconds.
 GQ0125
 GQ0125.The orthometric height was determined by differential leveling
 GQ0125.and adjusted by the  in 1992.
 GQ0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0125.rate of 0.0 thru 1.0 mm/km.
 GQ0125
 GQ0125.The geoid height was determined by GEOID03.
 GQ0125
 GQ0125.The dynamic height is computed by dividing the NAVD 88
 GQ0125.geopotential number by the normal gravity value computed on the
 GQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0125.degrees latitude (g = 980.6199 gals.).
 GQ0125
 GQ0125.The modeled gravity was interpolated from observed gravity values.
 GQ0125
 GQ0125;                    North         East    Units  Estimated Accuracy
 GQ0125;SPC AZ W     -   591,380.      197,620.      MT  (+/- 180 meters Scaled)
 GQ0125
 GQ0125                          SUPERSEDED SURVEY CONTROL
 GQ0125
 GQ0125  NGVD 29 (??/??/92)  659.527  (m)         2163.80   (f) ADJ UNCH    1 1
 GQ0125
 GQ0125.Superseded values are not recommended for survey control.
 GQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0125.See file dsdata.txt to determine how the superseded data were derived.
 GQ0125
 GQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF374247(NAD 83)
 GQ0125_MARKER: DB = BENCH MARK DISK
 GQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0125_STAMPING: W 54 1934
 GQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0125+STABILITY: SURFACE MOTION
 GQ0125
 GQ0125  HISTORY     - Date     Condition        Report By
 GQ0125  HISTORY     - 1934     MONUMENTED       CGS
 GQ0125  HISTORY     - 1950     GOOD             NGS
 GQ0125
 GQ0125                          STATION DESCRIPTION
 GQ0125
 GQ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0125'45.6 MI SE FROM RIVERSIDE, NV.
 GQ0125'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0125'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0125'THENCE 5.9 MILES EAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GQ0125'ROAD, 0.3 MILE SOUTH OF THE Y JUNCTION OF A DIRT ROAD LEADING EAST, IN
 GQ0125'THE APPROXIMATE CENTER OF A RIDGE BETWEEN TWO SMALL WASHES, 59 1/2
 GQ0125'FEET NORTHWEST OF AND ACROSS THE ROAD FROM A 4-FOOT HIGH BARREL
 GQ0125'CACTUS, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.3 FEET NORTH OF
 GQ0125'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GQ0125'CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0515 ***********************************************************************
 DV0515  DESIGNATION -  W 55
 DV0515  PID         -  DV0515
 DV0515  STATE/COUNTY-  AZ/MARICOPA
 DV0515  USGS QUAD   -  PERRYVILLE (1982)
 DV0515
 DV0515                         *CURRENT SURVEY CONTROL
 DV0515  ___________________________________________________________________
 DV0515* NAD 83(1986)-  33 24 50.     (N)    112 22 38.     (W)     SCALED    
 DV0515* NAVD 88     -       284.550  (meters)     933.56   (feet)  ADJUSTED  
 DV0515  ___________________________________________________________________
 DV0515  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DV0515  DYNAMIC HT  -         284.224 (meters)     932.49  (feet)  COMP
 DV0515  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 DV0515
 DV0515  VERT ORDER  -  FIRST     CLASS II
 DV0515
 DV0515.The horizontal coordinates were scaled from a topographic map and have
 DV0515.an estimated accuracy of +/- 6 seconds.
 DV0515
 DV0515.The orthometric height was determined by differential leveling
 DV0515.and adjusted in November 1993.
 DV0515
 DV0515.The geoid height was determined by GEOID03.
 DV0515
 DV0515.The dynamic height is computed by dividing the NAVD 88
 DV0515.geopotential number by the normal gravity value computed on the
 DV0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0515.degrees latitude (g = 980.6199 gals.).
 DV0515
 DV0515.The modeled gravity was interpolated from observed gravity values.
 DV0515
 DV0515;                    North         East    Units  Estimated Accuracy
 DV0515;SPC AZ C     -   267,750.      170,530.      MT  (+/- 180 meters Scaled)
 DV0515
 DV0515                          SUPERSEDED SURVEY CONTROL
 DV0515
 DV0515  NGVD 29 (??/??/92)  283.955  (m)          931.61   (f) ADJ UNCH    1 2
 DV0515
 DV0515.Superseded values are not recommended for survey control.
 DV0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0515.See file dsdata.txt to determine how the superseded data were derived.
 DV0515
 DV0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB719980(NAD 83)
 DV0515_MARKER: DB = BENCH MARK DISK
 DV0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0515_SP_SET: CONCRETE POST
 DV0515_STAMPING: W 55 1934
 DV0515_MARK LOGO: CGS   
 DV0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0515+STABILITY: SURFACE MOTION
 DV0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0515+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0515
 DV0515  HISTORY     - Date     Condition        Report By
 DV0515  HISTORY     - 1934     MONUMENTED       CGS
 DV0515  HISTORY     - 1965     GOOD             NGS
 DV0515  HISTORY     - 19920316 GOOD             NGS
 DV0515
 DV0515                          STATION DESCRIPTION
 DV0515
 DV0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DV0515'2.9 MI SW FROM AVONDALE.
 DV0515'0.85 MILE WEST ALONG WESTERN AVENUE FROM THE CITY HALL IN AVONDALE,
 DV0515'THENCE 0.75 MILE SOUTH ALONG LITCHFIELD ROAD, THENCE 1.3 MILES
 DV0515'SOUTHWEST ALONG U.S. HIGHWAY 80, 72 FEET NORTHWEST OF THE CENTER OF
 DV0515'U.S. HIGHWAY 80, 29-1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DV0515'SOUTHERN PACIFIC RAILROAD, 2.3 FEET SOUTHWEST OF A TELEPHONE POLE AND
 DV0515'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 DV0515'ABOVE THE SURFACE OF THE GROUND.
 DV0515
 DV0515                          STATION RECOVERY (1992)
 DV0515
 DV0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0515'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0515'BUCKEYE, THENCE 21.1 KM (13.10 MI) EASTERLY ALONG COUNTY ROAD 85,
 DV0515'22.1 M (72.5 FT) NORTHWEST OF THE ROAD CENTERLINE, 9.1 M (29.9 FT)
 DV0515'SOUTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.0 M
 DV0515'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF
 DV0515'RAILROAD MILE POST 888, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST,
 DV0515'AND THE ONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2267 ***********************************************************************
 CZ2267  DESIGNATION -  W 55
 CZ2267  PID         -  CZ2267
 CZ2267  STATE/COUNTY-  AZ/PINAL
 CZ2267  USGS QUAD   -  VAIVA VO (1993)
 CZ2267
 CZ2267                         *CURRENT SURVEY CONTROL
 CZ2267  ___________________________________________________________________
 CZ2267* NAD 83(1992)-  32 43 08.89861(N)    111 52 41.88425(W)     ADJUSTED  
 CZ2267* NAVD 88     -       428.20   (+/-2cm)    1404.9    (feet)  VERTCON   
 CZ2267  ___________________________________________________________________
 CZ2267  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2267  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CZ2267  HORZ ORDER  -  FIRST
 CZ2267  VERT ORDER  -  THIRD ? (See Below)
 CZ2267
 CZ2267.The horizontal coordinates were established by classical geodetic methods
 CZ2267.and adjusted by the National Geodetic Survey in August 1993.
 CZ2267
 CZ2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2267.The vertical order pertains to the NGVD 29 superseded value.
 CZ2267
 CZ2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2267
 CZ2267.The geoid height was determined by GEOID03.
 CZ2267
 CZ2267;                    North         East     Units Scale Factor Converg.
 CZ2267;SPC AZ C     -   190,607.217   216,956.335   MT  0.99990016   +0 01 14.7
 CZ2267;SPC AZ C     -   625,351.76    711,799.00   iFT  0.99990016   +0 01 14.7
 CZ2267;UTM  12      - 3,620,492.320   417,692.446   MT  0.99968353   -0 28 29.2
 CZ2267
 CZ2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2267!SPC AZ C     -   0.99993755  x   0.99990016  =   0.99983771
 CZ2267!UTM  12      -   0.99993755  x   0.99968353  =   0.99962110
 CZ2267
 CZ2267|---------------------------------------------------------------------|
 CZ2267| PID    Reference Object                     Distance      Geod. Az  |
 CZ2267|                                                           dddmmss.s |
 CZ2267| CH5681 W 55 RM E                             8.834 METERS 08855     |
 CZ2267| CH5682 W 55 RM S                             8.834 METERS 17858     |
 CZ2267| CZ2263 JACK                                APPROX. 5.8 KM 1903757.5 |
 CZ2267|---------------------------------------------------------------------|
 CZ2267
 CZ2267                          SUPERSEDED SURVEY CONTROL
 CZ2267
 CZ2267  NAD 83(1986)-  32 43 08.89194(N)    111 52 41.88423(W) AD(       ) 1
 CZ2267  NAD 27      -  32 43 08.68572(N)    111 52 39.41811(W) AD(       ) 1
 CZ2267  NGVD 29 (07/19/86)  427.60   (m)         1402.9    (f) LEVELING    3  
 CZ2267
 CZ2267.Superseded values are not recommended for survey control.
 CZ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2267.See file dsdata.txt to determine how the superseded data were derived.
 CZ2267
 CZ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1769220492(NAD 83)
 CZ2267_MARKER: DD = SURVEY DISK
 CZ2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2267+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 CZ2267
 CZ2267  HISTORY     - Date     Condition        Report By
 CZ2267  HISTORY     - 1966     MONUMENTED       DMA
 CZ2267  HISTORY     - 20060928 GOOD             GEOCAC
 CZ2267
 CZ2267                          STATION DESCRIPTION
 CZ2267
 CZ2267'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2267'T-8-5.  R-5-E.  IN SECTION 19 ABOUT 0.35 MILE SOUTH OF THE
 CZ2267'NORTHEAST CORNER.
 CZ2267'
 CZ2267'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2267'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2267'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2267'STAMPED--W 55 1966 ARMY MAP SERVICE.
 CZ2267'
 CZ2267'THE STATION MARK IS LOCATED 500 FEET SOUTH-SOUTHWEST OF THE
 CZ2267'EAST-NORTHEAST-WEST-SOUTHWEST TRAIL.  20 FEET EAST OF THE
 CZ2267'NORTH-SOUTH TRAIL.  ABOUT 50 FEET WEST OF THE NORTH-SOUTH ASSUMED
 CZ2267'SECTION LINE.
 CZ2267'
 CZ2267'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2267'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA
 CZ2267'GO SOUTHWEST ON THE CHUICHU ROAD FOR 6.5 MILES TO ROAD RIGHT.  TURN
 CZ2267'RIGHT AND GO SOUTHWEST AND WEST FOR 1.5 MILES TO A ROAD RIGHT.
 CZ2267'TURN RIGHT AND GO NORTHWEST FOR 2.6 MILES TO A ROAD RIGHT.  TURN
 CZ2267'RIGHT AND GO NORTH AND NORTHWEST FOR 0.3 MILE TO A SMALL DRAIN.
 CZ2267'TURN RIGHT AND GO NORTHEAST FOR 0.3 MILE TO THE STATION SITE.
 CZ2267
 CZ2267                          STATION RECOVERY (2006)
 CZ2267
 CZ2267'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0146 ***********************************************************************
 DV0146  DESIGNATION -  W 56
 DV0146  PID         -  DV0146
 DV0146  STATE/COUNTY-  AZ/MARICOPA
 DV0146  USGS QUAD   -  NEW RIVER (1981)
 DV0146
 DV0146                         *CURRENT SURVEY CONTROL
 DV0146  ___________________________________________________________________
 DV0146* NAD 83(1986)-  33 53 53.     (N)    112 08 45.     (W)     SCALED    
 DV0146* NAVD 88     -       601.21   (+/-2cm)    1972.5    (feet)  VERTCON   
 DV0146  ___________________________________________________________________
 DV0146  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DV0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0146
 DV0146.The horizontal coordinates were scaled from a topographic map and have
 DV0146.an estimated accuracy of +/- 6 seconds.
 DV0146
 DV0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0146.The vertical order pertains to the NGVD 29 superseded value.
 DV0146
 DV0146.The geoid height was determined by GEOID03.
 DV0146
 DV0146;                    North         East    Units  Estimated Accuracy
 DV0146;SPC AZ C     -   321,370.      192,170.      MT  (+/- 180 meters Scaled)
 DV0146
 DV0146                          SUPERSEDED SURVEY CONTROL
 DV0146
 DV0146  NGVD 29 (??/??/92)  600.592  (m)         1970.44   (f) ADJ UNCH    2 0
 DV0146
 DV0146.Superseded values are not recommended for survey control.
 DV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0146.See file dsdata.txt to determine how the superseded data were derived.
 DV0146
 DV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940514(NAD 83)
 DV0146_MARKER: DB = BENCH MARK DISK
 DV0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0146_STAMPING: W 56 1934
 DV0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0146+STABILITY: SURFACE MOTION
 DV0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0146+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 DV0146
 DV0146  HISTORY     - Date     Condition        Report By
 DV0146  HISTORY     - 1934     MONUMENTED       CGS
 DV0146  HISTORY     - 1970     GOOD             NGS
 DV0146  HISTORY     - 19951015 GOOD             USPSQD
 DV0146  HISTORY     - 20070629 GOOD             GEOCAC
 DV0146
 DV0146                          STATION DESCRIPTION
 DV0146
 DV0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0146'0.45 MI S FROM NEW RIVER.
 DV0146'0.45 MILE SOUTH ALONG INTERSTATE HIGHWAY 17 FROM THE BRIDGE OVER NEW
 DV0146'RIVER OR 0.45 MILE SOUTH ALONG THE EAST FRONTAGE ROAD FROM THE STORE
 DV0146'AND SERVICE STATION IN NEW RIVER TO THE MARK ON THE LEFT.  31 1/2 FEET
 DV0146'EAST OF THE CENTER LINE OF THE EAST FRONTAGE ROAD, 19 1/2 FEET WEST OF
 DV0146'THE RIGHT OF WAY FENCE AND 1 1/2 FEET NORTHWEST OF THE WITNESS POST.
 DV0146'THE MARK IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 DV0146'PROJECTS ABOUT 2 INCHES.
 DV0146
 DV0146                          STATION RECOVERY (1995)
 DV0146
 DV0146'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0146'RECOVERED IN GOOD CONDITION.
 DV0146
 DV0146                          STATION RECOVERY (2007)
 DV0146
 DV0146'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0146'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DV0146'COORDINATES
 DV0146'33 53 53.5 (N)   112 08 45.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0114 ***********************************************************************
 ET0114  DESIGNATION -  W 57
 ET0114  PID         -  ET0114
 ET0114  STATE/COUNTY-  AZ/YAVAPAI
 ET0114  USGS QUAD   -  HUMBOLDT (1973)
 ET0114
 ET0114                         *CURRENT SURVEY CONTROL
 ET0114  ___________________________________________________________________
 ET0114* NAD 83(1986)-  34 31 09.     (N)    112 14 12.     (W)     SCALED    
 ET0114* NAVD 88     -      1382.45   (+/-2cm)    4535.6    (feet)  VERTCON   
 ET0114  ___________________________________________________________________
 ET0114  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 ET0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0114
 ET0114.The horizontal coordinates were scaled from a topographic map and have
 ET0114.an estimated accuracy of +/- 6 seconds.
 ET0114
 ET0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0114.The vertical order pertains to the NGVD 29 superseded value.
 ET0114
 ET0114.The geoid height was determined by GEOID03.
 ET0114
 ET0114;                    North         East    Units  Estimated Accuracy
 ET0114;SPC AZ C     -   390,280.      183,980.      MT  (+/- 180 meters Scaled)
 ET0114
 ET0114                          SUPERSEDED SURVEY CONTROL
 ET0114
 ET0114  NGVD 29 (??/??/92) 1381.650  (m)         4532.96   (f) ADJ UNCH    2 0
 ET0114
 ET0114.Superseded values are not recommended for survey control.
 ET0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0114.See file dsdata.txt to determine how the superseded data were derived.
 ET0114
 ET0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD864204(NAD 83)
 ET0114_MARKER: DB = BENCH MARK DISK
 ET0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0114_STAMPING: W 57 1934
 ET0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0114+STABILITY: SURFACE MOTION
 ET0114
 ET0114  HISTORY     - Date     Condition        Report By
 ET0114  HISTORY     - 1934     MONUMENTED       CGS
 ET0114  HISTORY     - 1935     GOOD             NGS
 ET0114  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0114
 ET0114                          STATION DESCRIPTION
 ET0114
 ET0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0114'1.6 MI N FROM HUMBOLDT.
 ET0114'1.6 MILES NORTH ALONG THE PRESCOTT ROAD (STATE HIGHWAY 69) FROM
 ET0114'HUMBOLDT, YAVAPAI COUNTY, 0.7 MILE SOUTH OF DEWEY, 125 FEET EAST OF
 ET0114'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK, 40 FEET EAST OF THE
 ET0114'CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK,
 ET0114'STAMPED W 57 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 ET0114'INCHES ABOVE GROUND.
 ET0114
 ET0114                          STATION RECOVERY (1973)
 ET0114
 ET0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2265 ***********************************************************************
 CZ2265  DESIGNATION -  W 57
 CZ2265  PID         -  CZ2265
 CZ2265  STATE/COUNTY-  AZ/PINAL
 CZ2265  USGS QUAD   -  VAIVA VO (1993)
 CZ2265
 CZ2265                         *CURRENT SURVEY CONTROL
 CZ2265  ___________________________________________________________________
 CZ2265* NAD 83(1992)-  32 41 25.82266(N)    111 52 38.76206(W)     ADJUSTED  
 CZ2265* NAVD 88     -       521.07   (+/-2cm)    1709.5    (feet)  VERTCON   
 CZ2265  ___________________________________________________________________
 CZ2265  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CZ2265  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ2265  HORZ ORDER  -  FIRST
 CZ2265  VERT ORDER  -  THIRD ? (See Below)
 CZ2265
 CZ2265.The horizontal coordinates were established by classical geodetic methods
 CZ2265.and adjusted by the National Geodetic Survey in August 1993.
 CZ2265
 CZ2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2265.The vertical order pertains to the NGVD 29 superseded value.
 CZ2265
 CZ2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2265
 CZ2265.The geoid height was determined by GEOID03.
 CZ2265
 CZ2265;                    North         East     Units Scale Factor Converg.
 CZ2265;SPC AZ C     -   187,432.274   217,038.807   MT  0.99990017   +0 01 16.3
 CZ2265;SPC AZ C     -   614,935.28    712,069.58   iFT  0.99990017   +0 01 16.3
 CZ2265;UTM  12      - 3,617,317.471   417,747.457   MT  0.99968342   -0 28 26.1
 CZ2265
 CZ2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2265!SPC AZ C     -   0.99992297  x   0.99990017  =   0.99982314
 CZ2265!UTM  12      -   0.99992297  x   0.99968342  =   0.99960641
 CZ2265
 CZ2265:                Primary Azimuth Mark                     Grid Az
 CZ2265:SPC AZ C     -  CHUI                                     047 51 12.1
 CZ2265:UTM  12      -  CHUI                                     048 20 54.5
 CZ2265
 CZ2265|---------------------------------------------------------------------|
 CZ2265| PID    Reference Object                     Distance      Geod. Az  |
 CZ2265|                                                           dddmmss.s |
 CZ2265| CZ2286 CHUI                                APPROX.11.5 KM 0475228.4 |
 CZ2265| CH5683 W 57 RM E                             8.832 METERS 08811     |
 CZ2265| CH5684 W 57 RM S                             8.825 METERS 17815     |
 CZ2265|---------------------------------------------------------------------|
 CZ2265
 CZ2265                          SUPERSEDED SURVEY CONTROL
 CZ2265
 CZ2265  NAD 83(1986)-  32 41 25.81598(N)    111 52 38.76184(W) AD(       ) 1
 CZ2265  NAD 27      -  32 41 25.60620(N)    111 52 36.29838(W) AD(       ) 1
 CZ2265  NGVD 29 (07/19/86)  520.47   (m)         1707.6    (f) LEVELING    3  
 CZ2265
 CZ2265.Superseded values are not recommended for survey control.
 CZ2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2265.See file dsdata.txt to determine how the superseded data were derived.
 CZ2265
 CZ2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1774717317(NAD 83)
 CZ2265_MARKER: DD = SURVEY DISK
 CZ2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2265
 CZ2265  HISTORY     - Date     Condition        Report By
 CZ2265  HISTORY     - 1966     MONUMENTED       DMA
 CZ2265
 CZ2265                          STATION DESCRIPTION
 CZ2265
 CZ2265'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2265'T-8-S.  R-5-E.  IN SECTION 32 ABOUT 0.3 MILE SOUTH OF NORTH-WEST
 CZ2265'CORNER.
 CZ2265'
 CZ2265'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED I
 CZ2265'THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2265'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2265'STAMPED--W 57 1966 ARMY MAP SERVICE.
 CZ2265'
 CZ2265'THE MARK IS ABOUT 314 FEET NORTHEAST OF THE 1/4 CORNER.
 CZ2265'
 CZ2265'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2265'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2265'SOUTHWEST ON THE CHUICHU ROAD FOR 6.5 MILES TO A ROAD RIGHT.  TURN
 CZ2265'RIGHT AND GO WEST AND SOUTHWEST FOR 1.5 MILES TO A T ROAD
 CZ2265'RIGHT.  TURN RIGHT AND GO NORTHWEST AND WEST FOR 3.1 MILES TO A
 CZ2265'ROAD SOUTH, JUST WEST OF PROMINENT DRAIN.  TURN LEFT AND GO
 CZ2265'SOUTH FOR 1.15 MILES TO A CROSSING ON THE NORTH-SOUTH WASH.
 CZ2265'TURN LEFT CROSSING WASH AND GO SSE FOR 0.2 MILE TO A DRAIN
 CZ2265'FROM THE SOUTHEAST.  TURN LEFT AND GO SOUTHEAST ALONG TRAIL
 CZ2265'ON THE SOUTHWEST SIDE OF THE DRAIN FOR 0.65 MILE TO A
 CZ2265'DRAIN FROM THE EAST.  TURN LEFT AND GO EAST ON TRAIL FOR
 CZ2265'0.25 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0758 ***********************************************************************
 DU0758  DESIGNATION -  W 58
 DU0758  PID         -  DU0758
 DU0758  STATE/COUNTY-  AZ/PINAL
 DU0758  USGS QUAD   -  BLACKWATER (1981)
 DU0758
 DU0758                         *CURRENT SURVEY CONTROL
 DU0758  ___________________________________________________________________
 DU0758* NAD 83(1986)-  33 03 58.     (N)    111 34 56.     (W)     SCALED    
 DU0758* NAVD 88     -       416.49   (+/-2cm)    1366.4    (feet)  VERTCON   
 DU0758  ___________________________________________________________________
 DU0758  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0758
 DU0758.The horizontal coordinates were scaled from a topographic map and have
 DU0758.an estimated accuracy of +/- 6 seconds.
 DU0758
 DU0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0758.The vertical order pertains to the NGVD 29 superseded value.
 DU0758
 DU0758.The geoid height was determined by GEOID03.
 DU0758
 DU0758;                    North         East    Units  Estimated Accuracy
 DU0758;SPC AZ C     -   229,130.      244,590.      MT  (+/- 180 meters Scaled)
 DU0758
 DU0758                          SUPERSEDED SURVEY CONTROL
 DU0758
 DU0758  NGVD 29 (??/??/92)  415.998  (m)         1364.82   (f) ADJ UNCH    2 0
 DU0758
 DU0758.Superseded values are not recommended for survey control.
 DU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0758.See file dsdata.txt to determine how the superseded data were derived.
 DU0758
 DU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB456587(NAD 83)
 DU0758_MARKER: DB = BENCH MARK DISK
 DU0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0758_STAMPING: W-58 1934
 DU0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0758+STABILITY: SURFACE MOTION
 DU0758
 DU0758  HISTORY     - Date     Condition        Report By
 DU0758  HISTORY     - 1934     MONUMENTED       CGS
 DU0758  HISTORY     - 1966     GOOD             NGS
 DU0758  HISTORY     - 20071224 POOR             GEOCAC
 DU0758
 DU0758                          STATION DESCRIPTION
 DU0758
 DU0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0758'0.8 MI S FROM BLACKWATER.
 DU0758'0.8 MI SOUTH ON S.P. RY.  18 FEET NORTH OF MILE POLE NO. 954, AND 46
 DU0758'FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE LINE OF TELEPHONE
 DU0758'POLES.
 DU0758
 DU0758                          STATION RECOVERY (1966)
 DU0758
 DU0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0758'RECOVERED IN GOOD CONDITION.
 DU0758
 DU0758                          STATION RECOVERY (2007)
 DU0758
 DU0758'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0758'RECOVERED IN POOR CONDITION, BY CURRENT NGS STANDARDS. THE MONUMENT IS
 DU0758'SOLID AND IN PLACE AS DESCRIBED, BUT THE TOP HAS BEEN BROKEN OFF AND
 DU0758'THE DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0442 ***********************************************************************
 CZ0442  DESIGNATION -  W 59
 CZ0442  PID         -  CZ0442
 CZ0442  STATE/COUNTY-  AZ/PINAL
 CZ0442  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0442
 CZ0442                         *CURRENT SURVEY CONTROL
 CZ0442  ___________________________________________________________________
 CZ0442* NAD 83(1986)-  32 41 39.     (N)    111 05 07.     (W)     SCALED    
 CZ0442* NAVD 88     -       890.29   (+/-2cm)    2920.9    (feet)  VERTCON   
 CZ0442  ___________________________________________________________________
 CZ0442  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CZ0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0442
 CZ0442.The horizontal coordinates were scaled from a topographic map and have
 CZ0442.an estimated accuracy of +/- 6 seconds.
 CZ0442
 CZ0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0442.The vertical order pertains to the NGVD 29 superseded value.
 CZ0442
 CZ0442.The geoid height was determined by GEOID03.
 CZ0442
 CZ0442;                    North         East    Units  Estimated Accuracy
 CZ0442;SPC AZ C     -   188,140.      291,320.      MT  (+/- 180 meters Scaled)
 CZ0442
 CZ0442                          SUPERSEDED SURVEY CONTROL
 CZ0442
 CZ0442  NGVD 29 (??/??/92)  889.656  (m)         2918.81   (f) ADJ UNCH    2 0
 CZ0442
 CZ0442.Superseded values are not recommended for survey control.
 CZ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0442.See file dsdata.txt to determine how the superseded data were derived.
 CZ0442
 CZ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB920173(NAD 83)
 CZ0442_MARKER: DB = BENCH MARK DISK
 CZ0442_SETTING: 80 = SET IN A BOULDER
 CZ0442_SP_SET: BOULDER
 CZ0442_STAMPING: W 59 1934
 CZ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0442+STABILITY: SURFACE MOTION
 CZ0442
 CZ0442  HISTORY     - Date     Condition        Report By
 CZ0442  HISTORY     - 1934     MONUMENTED       CGS
 CZ0442  HISTORY     - 1962     GOOD             NGS
 CZ0442  HISTORY     - 20071214 GOOD             GEOCAC
 CZ0442
 CZ0442                          STATION DESCRIPTION
 CZ0442
 CZ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0442'12.75 MI NW FROM ORACLE JUNCTION.
 CZ0442'12.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0442'JUNCTION, NORTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER OLSEN
 CZ0442'WASH, A STANDARD DISK SET IN A DRILLHOLE IN A LARGE BOULDER AT BOTTOM
 CZ0442'OF THE WASH, 96 FEET EAST OF THE CENTER OF U.S. HIGHWAY 80, 10 FEET
 CZ0442'LOWER THAN THE ROAD, 3 FEET HIGHER THAN THE BOTTOM OF THE WASH, ALONG
 CZ0442'THE SOUTH EDGE OF THE WASH.
 CZ0442
 CZ0442                          STATION RECOVERY (2007)
 CZ0442
 CZ0442'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CZ0442'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ0442'THE DESCRIPTION - U.S. HIGHWAYS 80 AND 89 ARE NOW ARIZONA HIGHWAY 79.
 CZ0442'HANDHELD COORDINATES
 CZ0442'32 41 38.3 (N)   111 05 06.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2266 ***********************************************************************
 CZ2266  DESIGNATION -  W 59
 CZ2266  PID         -  CZ2266
 CZ2266  STATE/COUNTY-  AZ/PINAL
 CZ2266  USGS QUAD   -  VAIVA VO (1993)
 CZ2266
 CZ2266                         *CURRENT SURVEY CONTROL
 CZ2266  ___________________________________________________________________
 CZ2266* NAD 83(1992)-  32 39 36.62639(N)    111 52 41.72705(W)     ADJUSTED  
 CZ2266* NAVD 88     -       548.86   (+/-2cm)    1800.7    (feet)  VERTCON   
 CZ2266  ___________________________________________________________________
 CZ2266  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CZ2266  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2266  HORZ ORDER  -  FIRST
 CZ2266  VERT ORDER  -  THIRD ? (See Below)
 CZ2266
 CZ2266.The horizontal coordinates were established by classical geodetic methods
 CZ2266.and adjusted by the National Geodetic Survey in August 1993.
 CZ2266
 CZ2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2266.The vertical order pertains to the NGVD 29 superseded value.
 CZ2266
 CZ2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2266
 CZ2266.The geoid height was determined by GEOID03.
 CZ2266
 CZ2266;                    North         East     Units Scale Factor Converg.
 CZ2266;SPC AZ C     -   184,068.770   216,962.796   MT  0.99990016   +0 01 14.6
 CZ2266;SPC AZ C     -   603,900.16    711,820.20   iFT  0.99990016   +0 01 14.6
 CZ2266;UTM  12      - 3,613,955.477   417,642.418   MT  0.99968364   -0 28 26.3
 CZ2266
 CZ2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2266!SPC AZ C     -   0.99991860  x   0.99990016  =   0.99981877
 CZ2266!UTM  12      -   0.99991860  x   0.99968364  =   0.99960227
 CZ2266
 CZ2266|---------------------------------------------------------------------|
 CZ2266| PID    Reference Object                     Distance      Geod. Az  |
 CZ2266|                                                           dddmmss.s |
 CZ2266| CH5685 W 59 RM E                             8.840 METERS 08918     |
 CZ2266| CH5686 W 59 RM S                             8.839 METERS 17918     |
 CZ2266| CZ2263 JACK                                APPROX. 1.3 KM 3060522.8 |
 CZ2266|---------------------------------------------------------------------|
 CZ2266
 CZ2266                          SUPERSEDED SURVEY CONTROL
 CZ2266
 CZ2266  NAD 83(1986)-  32 39 36.61963(N)    111 52 41.72658(W) AD(       ) 1
 CZ2266  NAD 27      -  32 39 36.40625(N)    111 52 39.26549(W) AD(       ) 1
 CZ2266  NGVD 29 (07/19/86)  548.26   (m)         1798.7    (f) LEVELING    3  
 CZ2266
 CZ2266.Superseded values are not recommended for survey control.
 CZ2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2266.See file dsdata.txt to determine how the superseded data were derived.
 CZ2266
 CZ2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1764213955(NAD 83)
 CZ2266_MARKER: DD = SURVEY DISK
 CZ2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2266_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2266
 CZ2266  HISTORY     - Date     Condition        Report By
 CZ2266  HISTORY     - 1966     MONUMENTED       DMA
 CZ2266
 CZ2266                          STATION DESCRIPTION
 CZ2266
 CZ2266'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2266'T-9-S.  R-5-E.  IN SECTION 8 ABOUT 0.6 MILE NORTH OF THE SOUTHWEST
 CZ2266'CORNER.
 CZ2266'
 CZ2266'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2266'IN THE TOP OF ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2266'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2266'STAMPED--W 59 1966 ARMY MAP SERVICE.
 CZ2266'
 CZ2266'THE MARK IS LOCATED 37 FEET SSW IF THE SSW EDGE OF
 CZ2266'NORTHWEST-SOUTHEAST DRAIN.
 CZ2266'
 CZ2266'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2266'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2266'SOUTHWEST ON THE CHUICHU ROAD FOR 10.3 MILES TO A DIM TRAIL
 CZ2266'NORTHWEST.  TURN RIGHT AND GO NORTHWEST FOR 1.0 MILE TO THE WEST
 CZ2266'SIDE OF A NORTH-SOUTH DRAIN.  GO NORTH 0.15 MILE ALONG WEST
 CZ2266'SIDE OF DRAIN TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0342 ***********************************************************************
 ES0342  DESIGNATION -  W 6
 ES0342  PID         -  ES0342
 ES0342  STATE/COUNTY-  AZ/YAVAPAI
 ES0342  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0342
 ES0342                         *CURRENT SURVEY CONTROL
 ES0342  ___________________________________________________________________
 ES0342* NAD 83(1986)-  34 26 51.     (N)    111 41 29.     (W)     SCALED    
 ES0342* NAVD 88     -      1206.268  (meters)    3957.56   (feet)  ADJUSTED  
 ES0342  ___________________________________________________________________
 ES0342  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 ES0342  DYNAMIC HT  -        1204.690 (meters)    3952.39  (feet)  COMP
 ES0342  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 ES0342
 ES0342  VERT ORDER  -  FIRST     CLASS II
 ES0342
 ES0342.The horizontal coordinates were scaled from a topographic map and have
 ES0342.an estimated accuracy of +/- 6 seconds.
 ES0342
 ES0342.The orthometric height was determined by differential leveling
 ES0342.and adjusted in June 1991.
 ES0342.WARNING-Repeat measurements at this control monument indicate possible
 ES0342.vertical movement.
 ES0342
 ES0342.The geoid height was determined by GEOID03.
 ES0342
 ES0342.The dynamic height is computed by dividing the NAVD 88
 ES0342.geopotential number by the normal gravity value computed on the
 ES0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0342.degrees latitude (g = 980.6199 gals.).
 ES0342
 ES0342.The modeled gravity was interpolated from observed gravity values.
 ES0342
 ES0342;                    North         East    Units  Estimated Accuracy
 ES0342;SPC AZ C     -   382,310.      234,060.      MT  (+/- 180 meters Scaled)
 ES0342
 ES0342                          SUPERSEDED SURVEY CONTROL
 ES0342
 ES0342  NGVD 29 (??/??/92) 1205.533  (m)         3955.15   (f) ADJ UNCH    1 2
 ES0342
 ES0342.Superseded values are not recommended for survey control.
 ES0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0342.See file dsdata.txt to determine how the superseded data were derived.
 ES0342
 ES0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD364119(NAD 83)
 ES0342_MARKER: DD = SURVEY DISK
 ES0342_SETTING: 80 = SET IN A BOULDER
 ES0342_SP_SET: BOULDER
 ES0342_MARK LOGO: USGS  
 ES0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0342+STABILITY: SURFACE MOTION
 ES0342
 ES0342  HISTORY     - Date     Condition        Report By
 ES0342  HISTORY     - UNK      MONUMENTED       USGS
 ES0342  HISTORY     - 1933     GOOD             NGS
 ES0342  HISTORY     - 1982     GOOD             NGS
 ES0342  HISTORY     - 20080725 GOOD             GEOCAC
 ES0342
 ES0342                          STATION DESCRIPTION
 ES0342
 ES0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0342'16.5 MI SE FROM CAMP VERDE.
 ES0342'AT SIDE OF HIGHWAY, 0.8 MILES NORTHWEST OF POINT WHERE HIGHWAY PASSES
 ES0342'BETWEEN TWO GRANITE STOCKS, 500 FEET SOUTHEAST OF ROAD CAMP, 75 FEET
 ES0342'NORTHEAST OF WASH CROSSING, 200 FEET EAST OF HACKBERRY CREEK, ON TOP
 ES0342'OF RED BOULDER.
 ES0342
 ES0342                          STATION RECOVERY (1982)
 ES0342
 ES0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0342'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0342'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0342'OFFICE IN CAMP VERDE, THENCE 12.4 KM (7.7 MI) SOUTHEAST ALONG FOSSIL
 ES0342'CREEK ROAD, IN TOP OF A 3 BY 3 FOOT BOULDER PROJECTING 1 FOOT ABOVE
 ES0342'THE GROUND, AT A CONCRETE WASH CROSSING, ON THE NORTH BANK OF A DRY
 ES0342'WASH, 23.0 METERS (76 FT) EAST OF THE ROAD CENTERLINE, 24.0 METERS (79
 ES0342'FT) NORTHEAST OF THE CENTER OF THE CROSSING, 9.0 METERS (30 FT) NORTH
 ES0342'OF THE NORTH BANK OF THE DRY WASH.
 ES0342'THE MARK IS 2.0 METERS  S FROM A WITNESS POST.
 ES0342'THE MARK IS 0.5 M ABOVE THE ROAD.
 ES0342
 ES0342                          STATION RECOVERY (2008)
 ES0342
 ES0342'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0342'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0342'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0342'CEMENTED BASE. HANDHELD COORDINATES
 ES0342'34 26 50.6 (N)   111 41 28.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0171 ***********************************************************************
 GP0171  DESIGNATION -  W 6
 GP0171  PID         -  GP0171
 GP0171  STATE/COUNTY-  AZ/COCONINO
 GP0171  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0171
 GP0171                         *CURRENT SURVEY CONTROL
 GP0171  ___________________________________________________________________
 GP0171* NAD 83(1986)-  36 22 30.     (N)    111 30 35.     (W)     SCALED    
 GP0171* NAVD 88     -      1766.224  (meters)    5794.69   (feet)  POSTED    
 GP0171  ___________________________________________________________________
 GP0171  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 GP0171  DYNAMIC HT  -        1763.990 (meters)    5787.36  (feet)  COMP
 GP0171  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 GP0171
 GP0171  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0171
 GP0171.The horizontal coordinates were scaled from a topographic map and have
 GP0171.an estimated accuracy of +/- 6 seconds.
 GP0171
 GP0171.The orthometric height was determined by differential leveling
 GP0171.and adjusted by the  in 1992.
 GP0171.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0171.rate of 1.1 thru 2.0 mm/km.
 GP0171
 GP0171.The geoid height was determined by GEOID03.
 GP0171
 GP0171.The dynamic height is computed by dividing the NAVD 88
 GP0171.geopotential number by the normal gravity value computed on the
 GP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0171.degrees latitude (g = 980.6199 gals.).
 GP0171
 GP0171.The modeled gravity was interpolated from observed gravity values.
 GP0171
 GP0171;                    North         East    Units  Estimated Accuracy
 GP0171;SPC AZ C     -   596,200.      249,870.      MT  (+/- 180 meters Scaled)
 GP0171
 GP0171                          SUPERSEDED SURVEY CONTROL
 GP0171
 GP0171  NGVD 29 (??/??/92) 1765.234  (m)         5791.44   (f) ADJ UNCH    1 2
 GP0171
 GP0171.Superseded values are not recommended for survey control.
 GP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0171.See file dsdata.txt to determine how the superseded data were derived.
 GP0171
 GP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF542256(NAD 83)
 GP0171_MARKER: DB = BENCH MARK DISK
 GP0171_SETTING: 80 = SET IN A BOULDER
 GP0171_SP_SET: BOULDER
 GP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0171+STABILITY: SURFACE MOTION
 GP0171
 GP0171  HISTORY     - Date     Condition        Report By
 GP0171  HISTORY     - UNK      MONUMENTED       CGS
 GP0171  HISTORY     - 1954     MARK NOT FOUND   USGS
 GP0171
 GP0171                          STATION DESCRIPTION
 GP0171
 GP0171'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0171'6.5 MI N FROM THE GAP.
 GP0171'6.5 MILES NORTH ALONG THE 1921 ROUTE OF THE LEES FERRY ROAD FROM THE
 GP0171'TRADING POST AT THE GAP, COCONINO COUNTY, NORTH OF A SMALL GAP NORTH
 GP0171'OF BLUE HILL, 25 FEET WEST OF THE OLD ROAD, AND IN A LARGE BOULDER ON
 GP0171'THE BANK OF A WASH.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0766 ***********************************************************************
 CG0766  DESIGNATION -  W 6
 CG0766  PID         -  CG0766
 CG0766  STATE/COUNTY-  AZ/PIMA
 CG0766  USGS QUAD   -  VAMORI (1979)
 CG0766
 CG0766                         *CURRENT SURVEY CONTROL
 CG0766  ___________________________________________________________________
 CG0766* NAD 83(1986)-  31 42 38.     (N)    111 56 23.     (W)     SCALED    
 CG0766* NAVD 88     -       703.80   (+/-2cm)    2309.1    (feet)  VERTCON   
 CG0766  ___________________________________________________________________
 CG0766  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CG0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0766
 CG0766.The horizontal coordinates were scaled from a topographic map and have
 CG0766.an estimated accuracy of +/- 6 seconds.
 CG0766
 CG0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0766.The vertical order pertains to the NGVD 29 superseded value.
 CG0766
 CG0766.The geoid height was determined by GEOID03.
 CG0766
 CG0766;                    North         East    Units  Estimated Accuracy
 CG0766;SPC AZ C     -    78,780.      211,180.      MT  (+/- 180 meters Scaled)
 CG0766
 CG0766                          SUPERSEDED SURVEY CONTROL
 CG0766
 CG0766  NGVD 29 (??/??/92)  703.083  (m)         2306.70   (f) ADJ UNCH    2 0
 CG0766
 CG0766.Superseded values are not recommended for survey control.
 CG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0766.See file dsdata.txt to determine how the superseded data were derived.
 CG0766
 CG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA109087(NAD 83)
 CG0766_MARKER: DD = SURVEY DISK
 CG0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0766_STAMPING: W 6 2307 1940
 CG0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0766+STABILITY: SURFACE MOTION
 CG0766
 CG0766  HISTORY     - Date     Condition        Report By
 CG0766  HISTORY     - 1940     MONUMENTED       USGS
 CG0766  HISTORY     - 1961     GOOD             NGS
 CG0766  HISTORY     - 1977     GOOD             USGS
 CG0766
 CG0766                          STATION DESCRIPTION
 CG0766
 CG0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CG0766'2.8 MI SW FROM VAMORI.
 CG0766'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CG0766'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CG0766'THENCE 2.2 MILES SOUTHWEST ALONG A DIRT ROAD, 1.9 MILES SOUTHWEST OF A
 CG0766'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CG0766'NUMBERED 72, AT AN EAST-WEST FENCE, 26 FEET SOUTHEAST OF THE CENTER
 CG0766'LINE OF THE ROAD, 39 FEET EAST OF THE CENTER OF A WIRE GATE, 3 FEET
 CG0766'NORTH OF A FENCE, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 CG0766'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CG0766'INCHES.
 CG0766
 CG0766                          STATION RECOVERY (1977)
 CG0766
 CG0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0766'DELETE MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CG0766'WHICH PROJECTS 16 FT AND IS NUMBERED 72.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0096 ***********************************************************************
 FR0096  DESIGNATION -  W 60
 FR0096  PID         -  FR0096
 FR0096  STATE/COUNTY-  AZ/COCONINO
 FR0096  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0096
 FR0096                         *CURRENT SURVEY CONTROL
 FR0096  ___________________________________________________________________
 FR0096* NAD 83(1986)-  35 20 14.     (N)    112 10 52.     (W)     SCALED    
 FR0096* NAVD 88     -      1995.026  (meters)    6545.35   (feet)  POSTED    
 FR0096  ___________________________________________________________________
 FR0096  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 FR0096  DYNAMIC HT  -        1992.260 (meters)    6536.27  (feet)  COMP
 FR0096  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 FR0096
 FR0096  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0096
 FR0096.The horizontal coordinates were scaled from a topographic map and have
 FR0096.an estimated accuracy of +/- 6 seconds.
 FR0096
 FR0096.The orthometric height was determined by differential leveling
 FR0096.and adjusted by the  in 1992.
 FR0096.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0096.rate of 0.0 thru 1.0 mm/km.
 FR0096
 FR0096.The geoid height was determined by GEOID03.
 FR0096
 FR0096.The dynamic height is computed by dividing the NAVD 88
 FR0096.geopotential number by the normal gravity value computed on the
 FR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0096.degrees latitude (g = 980.6199 gals.).
 FR0096
 FR0096.The modeled gravity was interpolated from observed gravity values.
 FR0096
 FR0096;                    North         East    Units  Estimated Accuracy
 FR0096;SPC AZ C     -   481,020.      189,320.      MT  (+/- 180 meters Scaled)
 FR0096
 FR0096                          SUPERSEDED SURVEY CONTROL
 FR0096
 FR0096  NGVD 29 (??/??/92) 1994.051  (m)         6542.15   (f) ADJ UNCH    2 0
 FR0096
 FR0096.Superseded values are not recommended for survey control.
 FR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0096.See file dsdata.txt to determine how the superseded data were derived.
 FR0096
 FR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE926110(NAD 83)
 FR0096_MARKER: DB = BENCH MARK DISK
 FR0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0096_STAMPING: W 60 1934
 FR0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0096+STABILITY: SURFACE MOTION
 FR0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0096+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0096
 FR0096  HISTORY     - Date     Condition        Report By
 FR0096  HISTORY     - 1934     MONUMENTED       CGS
 FR0096  HISTORY     - 20000715 GOOD             AZDT
 FR0096
 FR0096                          STATION DESCRIPTION
 FR0096
 FR0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0096'6.5 MI N FROM WILLIAMS.
 FR0096'6-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0096'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 1 POLE SOUTH OF
 FR0096'MILEPOST 6, ABOUT 9 RAILS NORTH OF AN OLD SECTION HOUSE, 49 FEET WEST
 FR0096'OF THE CENTER LINE OF THE TRACK, AND 10 FEET SOUTH OF POLE E 52.  A
 FR0096'STANDARD DISK, STAMPED W 60 1934 AND SET IN THE TOP OF A CONCRETE
 FR0096'POST.
 FR0096
 FR0096                          STATION RECOVERY (2000)
 FR0096
 FR0096'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0048 ***********************************************************************
 FR0048  DESIGNATION -  W 61
 FR0048  PID         -  FR0048
 FR0048  STATE/COUNTY-  AZ/COCONINO
 FR0048  USGS QUAD   -  TUSAYAN EAST (1981)
 FR0048
 FR0048                         *CURRENT SURVEY CONTROL
 FR0048  ___________________________________________________________________
 FR0048* NAD 83(1986)-  35 59 59.     (N)    112 02 13.     (W)     SCALED    
 FR0048* NAVD 88     -      2210.154  (meters)    7251.15   (feet)  POSTED    
 FR0048  ___________________________________________________________________
 FR0048  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FR0048  DYNAMIC HT  -        2207.150 (meters)    7241.29  (feet)  COMP
 FR0048  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 FR0048
 FR0048  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0048
 FR0048.The horizontal coordinates were scaled from a topographic map and have
 FR0048.an estimated accuracy of +/- 6 seconds.
 FR0048
 FR0048.The orthometric height was determined by differential leveling
 FR0048.and adjusted by the  in 1992.
 FR0048.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0048.rate of 0.0 thru 1.0 mm/km.
 FR0048
 FR0048.The geoid height was determined by GEOID03.
 FR0048
 FR0048.The dynamic height is computed by dividing the NAVD 88
 FR0048.geopotential number by the normal gravity value computed on the
 FR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0048.degrees latitude (g = 980.6199 gals.).
 FR0048
 FR0048.The modeled gravity was interpolated from observed gravity values.
 FR0048
 FR0048;                    North         East    Units  Estimated Accuracy
 FR0048;SPC AZ C     -   554,490.      202,520.      MT  (+/- 180 meters Scaled)
 FR0048
 FR0048                          SUPERSEDED SURVEY CONTROL
 FR0048
 FR0048  NGVD 29 (??/??/92) 2209.126  (m)         7247.77   (f) ADJ UNCH    2 0
 FR0048
 FR0048.Superseded values are not recommended for survey control.
 FR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0048.See file dsdata.txt to determine how the superseded data were derived.
 FR0048
 FR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE065844(NAD 83)
 FR0048_MARKER: DB = BENCH MARK DISK
 FR0048_SETTING: 66 = SET IN ROCK OUTCROP
 FR0048_SP_SET: LIMESTONE OUTCROP
 FR0048_STAMPING: W 61 1934
 FR0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0048+STABILITY: POSITION/ELEVATION WELL
 FR0048
 FR0048  HISTORY     - Date     Condition        Report By
 FR0048  HISTORY     - 1934     MONUMENTED       CGS
 FR0048  HISTORY     - 1978     MARK NOT FOUND   USGS
 FR0048
 FR0048                          STATION DESCRIPTION
 FR0048
 FR0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0048'8.4 MI E FROM GRAND CANYON.
 FR0048'ABOUT 8.4 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 FR0048'GRAND CANYON, COCONINO COUNTY, ABOUT 0.1 MILE EAST OF A CATTLE GUARD
 FR0048'AND FOREST FENCE, ABOUT 85 YARDS EAST OF AN 18-INCH GALVANIZED-IRON
 FR0048'CULVERT, A 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 FR0048'2-1/2 FEET SOUTH OF A ROCK MOUND, AND IN THE TOP OF A LIMESTONE
 FR0048'OUTCROP.  A STANDARD DISK, STAMPED W 61 1934.
 FR0048
 FR0048                          STATION RECOVERY (1978)
 FR0048
 FR0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FR0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0174 ***********************************************************************
 FQ0174  DESIGNATION -  W 62
 FQ0174  PID         -  FQ0174
 FQ0174  STATE/COUNTY-  AZ/COCONINO
 FQ0174  USGS QUAD   -  CAMERON SOUTH (1988)
 FQ0174
 FQ0174                         *CURRENT SURVEY CONTROL
 FQ0174  ___________________________________________________________________
 FQ0174* NAD 83(1986)-  35 51 06.     (N)    111 26 37.     (W)     SCALED    
 FQ0174* NAVD 88     -      1363.231  (meters)    4472.53   (feet)  POSTED    
 FQ0174  ___________________________________________________________________
 FQ0174  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 FQ0174  DYNAMIC HT  -        1361.520 (meters)    4466.92  (feet)  COMP
 FQ0174  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 FQ0174
 FQ0174  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0174
 FQ0174.The horizontal coordinates were scaled from a topographic map and have
 FQ0174.an estimated accuracy of +/- 6 seconds.
 FQ0174
 FQ0174.The orthometric height was determined by differential leveling
 FQ0174.and adjusted by the  in 1992.
 FQ0174.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0174.rate of 0.0 thru 1.0 mm/km.
 FQ0174
 FQ0174.The geoid height was determined by GEOID03.
 FQ0174
 FQ0174.The dynamic height is computed by dividing the NAVD 88
 FQ0174.geopotential number by the normal gravity value computed on the
 FQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0174.degrees latitude (g = 980.6199 gals.).
 FQ0174
 FQ0174.The modeled gravity was interpolated from observed gravity values.
 FQ0174
 FQ0174;                    North         East    Units  Estimated Accuracy
 FQ0174;SPC AZ C     -   538,160.      256,090.      MT  (+/- 180 meters Scaled)
 FQ0174
 FQ0174                          SUPERSEDED SURVEY CONTROL
 FQ0174
 FQ0174  NGVD 29 (??/??/92) 1362.356  (m)         4469.66   (f) ADJ UNCH    2 0
 FQ0174
 FQ0174.Superseded values are not recommended for survey control.
 FQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0174.See file dsdata.txt to determine how the superseded data were derived.
 FQ0174
 FQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE599675(NAD 83)
 FQ0174_MARKER: DB = BENCH MARK DISK
 FQ0174_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0174_SP_SET: SANDSTONE
 FQ0174_STAMPING: W 62 1934
 FQ0174_MARK LOGO: CGS   
 FQ0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0174+STABILITY: POSITION/ELEVATION WELL
 FQ0174
 FQ0174  HISTORY     - Date     Condition        Report By
 FQ0174  HISTORY     - 1934     MONUMENTED       CGS
 FQ0174  HISTORY     - 1955     GOOD             USGS
 FQ0174  HISTORY     - 1983     GOOD             NGS
 FQ0174
 FQ0174                          STATION DESCRIPTION
 FQ0174
 FQ0174'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0174'2.3 MI W FROM CAMERON.
 FQ0174'0.4 MILE WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF HIGHWAY 64
 FQ0174'AND U.S. HIGHWAY 89 (1.9 MILES SOUTH OF CAMERON), THENCE 0.7 MILE SW
 FQ0174'ALONG THE OLD ROUTE OF HIGHWAY 64, 48 FEET NORTH OF OLD ROAD, 145 FEET
 FQ0174'NE OF ROAD AT SADDLE OF RIDGE, 7 FEET SOUTH OF NORTH END OF A WHITE
 FQ0174'SANDSTONE ROCK OUTCROP.  CEMENTED IN TOP OF SANDSTONE.
 FQ0174
 FQ0174                          STATION RECOVERY (1983)
 FQ0174
 FQ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0174'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0174'2.6 KM (1.6 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0174'CAMERON, THENCE 1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 64, THENCE
 FQ0174'1.0 KM (0.6 MI) SOUTHWEST ALONG A TRACK ROAD LEADING THROUGH A HOGAN
 FQ0174'YARD, IN TOP OF A 25 BY 25 FOOT PORTION OF WHITE SANDSTONE OUTCROP
 FQ0174'PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND ON THE NORTH SIDE,
 FQ0174'0.3 KM (0.2 MI) SOUTHWEST OF A HOGAN, 0.5 KM (0.3 MI) WEST OF TWO
 FQ0174'WATER TANKS ON TOP OF A LARGE HILL, 15.0 METERS (49 FT) NORTH OF THE
 FQ0174'CENTER OF THE ROAD, 1.0 METER (3.3 FT) SOUTHWEST OF A CAIRN.
 FQ0174'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FQ0174'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0126 ***********************************************************************
 FQ0126  DESIGNATION -  W 63
 FQ0126  PID         -  FQ0126
 FQ0126  STATE/COUNTY-  AZ/NAVAJO
 FQ0126  USGS QUAD   -  HOTEVILLA (1991)
 FQ0126
 FQ0126                         *CURRENT SURVEY CONTROL
 FQ0126  ___________________________________________________________________
 FQ0126* NAD 83(1986)-  35 57 33.     (N)    110 43 13.     (W)     SCALED    
 FQ0126* NAVD 88     -      1755.182  (meters)    5758.46   (feet)  ADJUSTED  
 FQ0126  ___________________________________________________________________
 FQ0126  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 FQ0126  DYNAMIC HT  -        1752.918 (meters)    5751.03  (feet)  COMP
 FQ0126  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 FQ0126
 FQ0126  VERT ORDER  -  SECOND    CLASS 0
 FQ0126
 FQ0126.The horizontal coordinates were scaled from a topographic map and have
 FQ0126.an estimated accuracy of +/- 6 seconds.
 FQ0126
 FQ0126.The orthometric height was determined by differential leveling
 FQ0126.and adjusted in June 1991.
 FQ0126
 FQ0126.The geoid height was determined by GEOID03.
 FQ0126
 FQ0126.The dynamic height is computed by dividing the NAVD 88
 FQ0126.geopotential number by the normal gravity value computed on the
 FQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0126.degrees latitude (g = 980.6199 gals.).
 FQ0126
 FQ0126.The modeled gravity was interpolated from observed gravity values.
 FQ0126
 FQ0126;                    North         East    Units  Estimated Accuracy
 FQ0126;SPC AZ E     -   550,120.      163,420.      MT  (+/- 180 meters Scaled)
 FQ0126
 FQ0126                          SUPERSEDED SURVEY CONTROL
 FQ0126
 FQ0126  NGVD 29 (??/??/92) 1754.285  (m)         5755.52   (f) ADJ UNCH    2 0
 FQ0126
 FQ0126.Superseded values are not recommended for survey control.
 FQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0126.See file dsdata.txt to determine how the superseded data were derived.
 FQ0126
 FQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE252794(NAD 83)
 FQ0126_MARKER: DB = BENCH MARK DISK
 FQ0126_SETTING: 0 = UNSPECIFIED SETTING
 FQ0126_STAMPING: W 63 1934
 FQ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0126
 FQ0126  HISTORY     - Date     Condition        Report By
 FQ0126  HISTORY     - 1934     MONUMENTED       CGS
 FQ0126  HISTORY     - 1966     GOOD             USGS
 FQ0126  HISTORY     - 19860522 MARK NOT FOUND   USGS
 FQ0126
 FQ0126                          STATION DESCRIPTION
 FQ0126
 FQ0126'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0126'10.6 MI NW FROM ORAIBI.
 FQ0126'FROM THE HOTEVILLA DAY SCHOOL, DRIVE EAST 0.2 MILE TO STATE HIGHWAY
 FQ0126'264, THENCE NORTH 1.5 MILES, THENCE WEST ALONG A DIRT ROAD FOR 1.8
 FQ0126'MILES TO ROAD FORKS, THENCE ALONG THE NORTHWEST FORK FOR 1.5 MILES TO
 FQ0126'BM.  BM IS 100 FEET SOUTHWEST OF CENTERLINE OF ROAD AND ON THE CREST
 FQ0126'OF A SMALL RISE.
 FQ0126
 FQ0126                          STATION RECOVERY (1986)
 FQ0126
 FQ0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KC)
 FQ0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0012 ***********************************************************************
 FQ0012  DESIGNATION -  W 64
 FQ0012  PID         -  FQ0012
 FQ0012  STATE/COUNTY-  AZ/NAVAJO
 FQ0012  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0012
 FQ0012                         *CURRENT SURVEY CONTROL
 FQ0012  ___________________________________________________________________
 FQ0012* NAD 83(1986)-  35 48 38.     (N)    110 11 51.     (W)     SCALED    
 FQ0012* NAVD 88     -      1885.800  (meters)    6187.00   (feet)  ADJUSTED  
 FQ0012  ___________________________________________________________________
 FQ0012  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 FQ0012  DYNAMIC HT  -        1883.292 (meters)    6178.77  (feet)  COMP
 FQ0012  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 FQ0012
 FQ0012  VERT ORDER  -  SECOND    CLASS 0
 FQ0012
 FQ0012.The horizontal coordinates were scaled from a topographic map and have
 FQ0012.an estimated accuracy of +/- 6 seconds.
 FQ0012
 FQ0012.The orthometric height was determined by differential leveling
 FQ0012.and adjusted in June 1991.
 FQ0012
 FQ0012.The geoid height was determined by GEOID03.
 FQ0012
 FQ0012.The dynamic height is computed by dividing the NAVD 88
 FQ0012.geopotential number by the normal gravity value computed on the
 FQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0012.degrees latitude (g = 980.6199 gals.).
 FQ0012
 FQ0012.The modeled gravity was interpolated from observed gravity values.
 FQ0012
 FQ0012;                    North         East    Units  Estimated Accuracy
 FQ0012;SPC AZ E     -   533,500.      210,570.      MT  (+/- 180 meters Scaled)
 FQ0012
 FQ0012                          SUPERSEDED SURVEY CONTROL
 FQ0012
 FQ0012  NGVD 29 (??/??/92) 1884.863  (m)         6183.92   (f) ADJ UNCH    2 0
 FQ0012
 FQ0012.Superseded values are not recommended for survey control.
 FQ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0012.See file dsdata.txt to determine how the superseded data were derived.
 FQ0012
 FQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE725632(NAD 83)
 FQ0012_MARKER: DB = BENCH MARK DISK
 FQ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0012_STAMPING: W 64 1934
 FQ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0012+STABILITY: SURFACE MOTION
 FQ0012
 FQ0012  HISTORY     - Date     Condition        Report By
 FQ0012  HISTORY     - 1934     MONUMENTED       CGS
 FQ0012  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0012
 FQ0012                          STATION DESCRIPTION
 FQ0012
 FQ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0012'IN KEAMS CANYON.
 FQ0012'AT KEAMS CANYON, NAVAJO COUNTY, 80 YARDS NORTHEAST OF A WOODEN BRIDGE
 FQ0012'ACROSS KEAMS CANYON WASH, 71 FEET SOUTHEAST OF THE MAIN ENTRANCE TO
 FQ0012'THE POST OFFICE, 59 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FQ0012'BUILDING, 32 FEET NORTH OF THE JUNCTION OF THE ROADS LEADING TO ORAIBI
 FQ0012'AND HOLBROOK, 7.3 FEET NORTHWEST OF A FIRE HYDRANT, 3 FEET NORTH OF A
 FQ0012'6-INCH ROUND GUARD POST, AND IN LINE WITH THE EAST FENCE OF THE POST
 FQ0012'OFFICE GROUNDS.  A STANDARD DISK, STAMPED W 64 1934 AND SET IN THE TOP
 FQ0012'OF A CONCRETE POST.  NOTE-- THERE HAS BEEN A LARGE AMOUNT OF
 FQ0012'CONSTRUCTION IN THIS AREA AND THE MARK MAY HAVE BEEN DESTROYED AT THAT
 FQ0012'TIME.
 FQ0012
 FQ0012                          STATION RECOVERY (1965)
 FQ0012
 FQ0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0029 ***********************************************************************
 ES0029  DESIGNATION -  W 65
 ES0029  PID         -  ES0029
 ES0029  STATE/COUNTY-  AZ/NAVAJO
 ES0029  USGS QUAD   -  DRY LAKE NE (1971)
 ES0029
 ES0029                         *CURRENT SURVEY CONTROL
 ES0029  ___________________________________________________________________
 ES0029* NAD 83(1986)-  34 38 01.     (N)    110 22 24.     (W)     SCALED    
 ES0029* NAVD 88     -      1786.077  (meters)    5859.82   (feet)  ADJUSTED  
 ES0029  ___________________________________________________________________
 ES0029  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0029  DYNAMIC HT  -        1783.526 (meters)    5851.45  (feet)  COMP
 ES0029  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 ES0029
 ES0029  VERT ORDER  -  SECOND    CLASS 0
 ES0029
 ES0029.The horizontal coordinates were scaled from a topographic map and have
 ES0029.an estimated accuracy of +/- 6 seconds.
 ES0029
 ES0029.The orthometric height was determined by differential leveling
 ES0029.and adjusted in June 1991.
 ES0029
 ES0029.The geoid height was determined by GEOID03.
 ES0029
 ES0029.The dynamic height is computed by dividing the NAVD 88
 ES0029.geopotential number by the normal gravity value computed on the
 ES0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0029.degrees latitude (g = 980.6199 gals.).
 ES0029
 ES0029.The modeled gravity was interpolated from observed gravity values.
 ES0029
 ES0029;                    North         East    Units  Estimated Accuracy
 ES0029;SPC AZ E     -   402,950.      194,410.      MT  (+/- 180 meters Scaled)
 ES0029
 ES0029                          SUPERSEDED SURVEY CONTROL
 ES0029
 ES0029  NGVD 29 (??/??/92) 1785.186  (m)         5856.90   (f) ADJ UNCH    2 0
 ES0029
 ES0029.Superseded values are not recommended for survey control.
 ES0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0029.See file dsdata.txt to determine how the superseded data were derived.
 ES0029
 ES0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD574325(NAD 83)
 ES0029_MARKER: DB = BENCH MARK DISK
 ES0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0029_STAMPING: W-65 1934
 ES0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0029+STABILITY: SURFACE MOTION
 ES0029
 ES0029  HISTORY     - Date     Condition        Report By
 ES0029  HISTORY     - 1934     MONUMENTED       CGS
 ES0029  HISTORY     - 1971     GOOD             USGS
 ES0029
 ES0029                          STATION DESCRIPTION
 ES0029
 ES0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0029'22.2 MI NE FROM HEBER.
 ES0029'23.7 MILES WEST OF HOLBROOK.  ON GLOBE TO HOLBROOK ROAD, ON SUMMIT OF
 ES0029'RED CLAY HILL.  0.3 MILE EAST OF AN OLD CORRALL.  30 FEET SOUTH OF
 ES0029'CENTER LINE OF ROAD.  PRECAST POST.
 ES0029
 ES0029                          STATION RECOVERY (1971)
 ES0029
 ES0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ES0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0035 ***********************************************************************
 FQ0035  DESIGNATION -  W 66
 FQ0035  PID         -  FQ0035
 FQ0035  STATE/COUNTY-  AZ/NAVAJO
 FQ0035  USGS QUAD   -  INDIAN WELLS (1973)
 FQ0035
 FQ0035                         *CURRENT SURVEY CONTROL
 FQ0035  ___________________________________________________________________
 FQ0035* NAD 83(1986)-  35 24 29.     (N)    110 05 06.     (W)     SCALED    
 FQ0035* NAVD 88     -      1760.205  (meters)    5774.94   (feet)  ADJUSTED  
 FQ0035  ___________________________________________________________________
 FQ0035  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 FQ0035  DYNAMIC HT  -        1757.848 (meters)    5767.21  (feet)  COMP
 FQ0035  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 FQ0035
 FQ0035  VERT ORDER  -  SECOND    CLASS 0
 FQ0035
 FQ0035.The horizontal coordinates were scaled from a topographic map and have
 FQ0035.an estimated accuracy of +/- 6 seconds.
 FQ0035
 FQ0035.The orthometric height was determined by differential leveling
 FQ0035.and adjusted in June 1991.
 FQ0035
 FQ0035.The geoid height was determined by GEOID03.
 FQ0035
 FQ0035.The dynamic height is computed by dividing the NAVD 88
 FQ0035.geopotential number by the normal gravity value computed on the
 FQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0035.degrees latitude (g = 980.6199 gals.).
 FQ0035
 FQ0035.The modeled gravity was interpolated from observed gravity values.
 FQ0035
 FQ0035;                    North         East    Units  Estimated Accuracy
 FQ0035;SPC AZ E     -   488,840.      220,780.      MT  (+/- 180 meters Scaled)
 FQ0035
 FQ0035                          SUPERSEDED SURVEY CONTROL
 FQ0035
 FQ0035  NGVD 29 (??/??/92) 1759.330  (m)         5772.07   (f) ADJ UNCH    2 0
 FQ0035
 FQ0035.Superseded values are not recommended for survey control.
 FQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0035.See file dsdata.txt to determine how the superseded data were derived.
 FQ0035
 FQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE830186(NAD 83)
 FQ0035_MARKER: DB = BENCH MARK DISK
 FQ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0035_STAMPING: W 66 1934
 FQ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0035+STABILITY: SURFACE MOTION
 FQ0035
 FQ0035  HISTORY     - Date     Condition        Report By
 FQ0035  HISTORY     - 1934     MONUMENTED       CGS
 FQ0035  HISTORY     - 1972     MARK NOT FOUND   USGS
 FQ0035
 FQ0035                          STATION DESCRIPTION
 FQ0035
 FQ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0035'IN INDIAN WELLS.
 FQ0035'AT INDIAN WELLS, NAVAJO COUNTY, ON THE HOLBROOK-KEAMS CANYON ROAD, 228
 FQ0035'FEET SOUTH OF THE SOUTHEAST CORNER OF THE TRADING-POST STORE, 155 FEET
 FQ0035'EAST OF THE NORTHWEST CORNER OF THE PRESBYTERIAN HOSPITAL, AND 75 FEET
 FQ0035'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED W 66
 FQ0035'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0035
 FQ0035                          STATION RECOVERY (1972)
 FQ0035
 FQ0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0235 ***********************************************************************
 DT0235  DESIGNATION -  W 69
 DT0235  PID         -  DT0235
 DT0235  STATE/COUNTY-  AZ/GREENLEE
 DT0235  USGS QUAD   -  STRAYHORSE (1991)
 DT0235
 DT0235                         *CURRENT SURVEY CONTROL
 DT0235  ___________________________________________________________________
 DT0235* NAD 83(1986)-  33 35 54.     (N)    109 20 59.     (W)     SCALED    
 DT0235* NAVD 88     -      2823.684  (meters)    9264.04   (feet)  ADJUSTED  
 DT0235  ___________________________________________________________________
 DT0235  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DT0235  DYNAMIC HT  -        2818.866 (meters)    9248.23  (feet)  COMP
 DT0235  MODELED GRAV-     978,827.1   (mgal)                       NAVD 88
 DT0235
 DT0235  VERT ORDER  -  SECOND    CLASS 0
 DT0235
 DT0235.The horizontal coordinates were scaled from a topographic map and have
 DT0235.an estimated accuracy of +/- 6 seconds.
 DT0235
 DT0235.The orthometric height was determined by differential leveling
 DT0235.and adjusted in June 1991.
 DT0235
 DT0235.The geoid height was determined by GEOID03.
 DT0235
 DT0235.The dynamic height is computed by dividing the NAVD 88
 DT0235.geopotential number by the normal gravity value computed on the
 DT0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0235.degrees latitude (g = 980.6199 gals.).
 DT0235
 DT0235.The modeled gravity was interpolated from observed gravity values.
 DT0235
 DT0235;                    North         East    Units  Estimated Accuracy
 DT0235;SPC AZ E     -   288,410.      289,180.      MT  (+/- 180 meters Scaled)
 DT0235
 DT0235                          SUPERSEDED SURVEY CONTROL
 DT0235
 DT0235  NGVD 29 (??/??/92) 2822.470  (m)         9260.05   (f) ADJ UNCH    2 0
 DT0235
 DT0235.Superseded values are not recommended for survey control.
 DT0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0235.See file dsdata.txt to determine how the superseded data were derived.
 DT0235
 DT0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC531188(NAD 83)
 DT0235_MARKER: DB = BENCH MARK DISK
 DT0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0235_STAMPING: W-69 1934
 DT0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0235+STABILITY: SURFACE MOTION
 DT0235
 DT0235  HISTORY     - Date     Condition        Report By
 DT0235  HISTORY     - 1934     MONUMENTED       CGS
 DT0235
 DT0235                          STATION DESCRIPTION
 DT0235
 DT0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0235'28.0 MI S FROM ALPINE.
 DT0235'28 MILES SOUTH ON STATE HIGHWAY NO.71 4.1 MILES SOUTH OF HANNIGANS
 DT0235'MEADOW AND 28 FEET WEST OF THE CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0338 ***********************************************************************
 ES0338  DESIGNATION -  W 7
 ES0338  PID         -  ES0338
 ES0338  STATE/COUNTY-  AZ/YAVAPAI
 ES0338  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0338
 ES0338                         *CURRENT SURVEY CONTROL
 ES0338  ___________________________________________________________________
 ES0338* NAD 83(1986)-  34 25 22.     (N)    111 40 22.     (W)     SCALED    
 ES0338* NAVD 88     -      1388.605  (meters)    4555.78   (feet)  ADJUSTED  
 ES0338  ___________________________________________________________________
 ES0338  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 ES0338  DYNAMIC HT  -        1386.740 (meters)    4549.66  (feet)  COMP
 ES0338  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 ES0338  OBS GRAVITY -     979,241.9   (mgal)                       GRAV_OBS
 ES0338
 ES0338  VERT ORDER  -  FIRST     CLASS II
 ES0338
 ES0338.The horizontal coordinates were scaled from a topographic map and have
 ES0338.an estimated accuracy of +/- 6 seconds.
 ES0338
 ES0338.The orthometric height was determined by differential leveling
 ES0338.and adjusted in June 1991.
 ES0338
 ES0338.The geoid height was determined by GEOID03.
 ES0338
 ES0338.The dynamic height is computed by dividing the NAVD 88
 ES0338.geopotential number by the normal gravity value computed on the
 ES0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0338.degrees latitude (g = 980.6199 gals.).
 ES0338
 ES0338.The modeled gravity was interpolated from observed gravity values.
 ES0338.The observed gravity was obtained from relative gravimeter ties
 ES0338.to the IGSN71 gravity network.
 ES0338
 ES0338;                    North         East    Units  Estimated Accuracy
 ES0338;SPC AZ C     -   379,570.      235,780.      MT  (+/- 180 meters Scaled)
 ES0338
 ES0338                          SUPERSEDED SURVEY CONTROL
 ES0338
 ES0338  NGVD 29 (??/??/92) 1387.842  (m)         4553.28   (f) ADJ UNCH    1 2
 ES0338
 ES0338.Superseded values are not recommended for survey control.
 ES0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0338.See file dsdata.txt to determine how the superseded data were derived.
 ES0338
 ES0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD381092(NAD 83)
 ES0338_MARKER: DD = SURVEY DISK
 ES0338_SETTING: 66 = SET IN ROCK OUTCROP
 ES0338_SP_SET: SANDSTONE LEDGE
 ES0338_MARK LOGO: USGS  
 ES0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0338+STABILITY: POSITION/ELEVATION WELL
 ES0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0338+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0338
 ES0338  HISTORY     - Date     Condition        Report By
 ES0338  HISTORY     - UNK      MONUMENTED       USGS
 ES0338  HISTORY     - 1933     GOOD             NGS
 ES0338  HISTORY     - 1982     GOOD             NGS
 ES0338  HISTORY     - 20080725 GOOD             GEOCAC
 ES0338
 ES0338                          STATION DESCRIPTION
 ES0338
 ES0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0338'19.2 MI SE FROM CAMP VERDE.
 ES0338'AT SIDE OF HIGHWAY, TOP OF SADDLE-BACK SUMMIT, 3.6 MILES NORTHWEST OF
 ES0338'BOULDER CREEK HIGHWAY BRIDGE, 800 FEET NORTH OF S-CURVE OF HIGHWAY, 20
 ES0338'FEET EAST OF HIGHWAY CENTER-LINE, ON TOP OF SANDSTONE LEDGE.
 ES0338
 ES0338                          STATION RECOVERY (1982)
 ES0338
 ES0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0338'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0338'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0338'OFFICE IN CAMP VERDE, THENCE 16.7 KM (10.4 MI) SOUTHEAST ALONG FOSSIL
 ES0338'CREEK ROAD, IN TOP OF A SMALL LEDGE ON THE SOUTH SIDE OF A 10 BY 15
 ES0338'FOOT BOULDER AT THE CREST OF A GRADE, 6.5 METERS (21 FT) EAST OF THE
 ES0338'ROAD CENTERLINE, 3.0 METERS (10 FT) WEST OF THE EAST END OF THE
 ES0338'BOULDER.
 ES0338'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0338'THE MARK IS 1.0 M ABOVE THE ROAD.
 ES0338
 ES0338                          STATION RECOVERY (2008)
 ES0338
 ES0338'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0338'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0338'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0338'CEMENTED BASE. HANDHELD COORDINATES
 ES0338'34 25 22.0 (N)   111 40 22.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0146 ***********************************************************************
 FQ0146  FBN         -  This is a Federal Base Network Control Station.
 FQ0146  DESIGNATION -  W 70
 FQ0146  PID         -  FQ0146
 FQ0146  STATE/COUNTY-  AZ/NAVAJO
 FQ0146  USGS QUAD   -  BURRO SPRING (1991)
 FQ0146
 FQ0146                         *CURRENT SURVEY CONTROL
 FQ0146  ___________________________________________________________________
 FQ0146* NAD 83(2007)-  35 39 26.71301(N)    110 44 52.11041(W)     ADJUSTED  
 FQ0146* NAVD 88     -      1581.698  (meters)    5189.29   (feet)  ADJUSTED  
 FQ0146  ___________________________________________________________________
 FQ0146  EPOCH DATE  -        2007.00
 FQ0146  X           -  -1,838,413.222 (meters)                     COMP
 FQ0146  Y           -  -4,852,969.021 (meters)                     COMP
 FQ0146  Z           -   3,698,281.913 (meters)                     COMP
 FQ0146  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 FQ0146  ELLIP HEIGHT-        1558.603 (meters)          (02/10/07) ADJUSTED
 FQ0146  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 FQ0146  DYNAMIC HT  -        1579.657 (meters)    5182.59  (feet)  COMP
 FQ0146
 FQ0146  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0146  Type    PID    Designation                      North   East  Ellip
 FQ0146  -------------------------------------------------------------------
 FQ0146  NETWORK FQ0146 W 70                              0.37   0.29   1.02
 FQ0146  -------------------------------------------------------------------
 FQ0146  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 FQ0146
 FQ0146  VERT ORDER  -  SECOND    CLASS 0
 FQ0146
 FQ0146.The horizontal coordinates were established by GPS observations
 FQ0146.and adjusted by the National Geodetic Survey in February 2007.
 FQ0146
 FQ0146.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0146.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0146.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0146.The epoch date for horizontal control is a decimal equivalence
 FQ0146.of Year/Month/Day.
 FQ0146
 FQ0146.The orthometric height was determined by differential leveling
 FQ0146.and adjusted in June 1991.
 FQ0146
 FQ0146.Photographs are available for this station.
 FQ0146
 FQ0146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0146
 FQ0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0146
 FQ0146.The ellipsoidal height was determined by GPS observations
 FQ0146.and is referenced to NAD 83.
 FQ0146
 FQ0146.The geoid height was determined by GEOID03.
 FQ0146
 FQ0146.The dynamic height is computed by dividing the NAVD 88
 FQ0146.geopotential number by the normal gravity value computed on the
 FQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0146.degrees latitude (g = 980.6199 gals.).
 FQ0146
 FQ0146.The modeled gravity was interpolated from observed gravity values.
 FQ0146
 FQ0146;                    North         East     Units Scale Factor Converg.
 FQ0146;SPC AZ E     -   516,661.035   160,741.403   MT  0.99993411   -0 20 19.6
 FQ0146;SPC AZ E     - 1,695,082.14    527,366.81   iFT  0.99993411   -0 20 19.6
 FQ0146;UTM  12      - 3,945,981.727   522,827.346   MT  0.99960642   +0 08 49.2
 FQ0146
 FQ0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0146!SPC AZ E     -   0.99975543  x   0.99993411  =   0.99968955
 FQ0146!UTM  12      -   0.99975543  x   0.99960642  =   0.99936194
 FQ0146
 FQ0146                          SUPERSEDED SURVEY CONTROL
 FQ0146
 FQ0146  ELLIP H (09/30/99) 1558.622  (m)                       GP(       ) 3 1
 FQ0146  NAD 83(1992)-  35 39 26.71229(N)    110 44 52.10800(W) AD(       ) B
 FQ0146  NAD 83(1992)-  35 39 26.71255(N)    110 44 52.10971(W) AD(       ) A
 FQ0146  ELLIP H (09/30/92) 1558.610  (m)                       GP(       ) 2 1
 FQ0146  NAVD 88 (09/30/92) 1581.70   (m)         5189.3    (f) LEVELING    3  
 FQ0146  NGVD 29 (??/??/92) 1580.871  (m)         5186.57   (f) ADJ UNCH    2 0
 FQ0146
 FQ0146.Superseded values are not recommended for survey control.
 FQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0146.See file dsdata.txt to determine how the superseded data were derived.
 FQ0146
 FQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE2282745982(NAD 83)
 FQ0146_MARKER: DB = BENCH MARK DISK
 FQ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0146_SP_SET: CONCRETE POST
 FQ0146_STAMPING: W 70 1934
 FQ0146_MARK LOGO: CGS   
 FQ0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0146+STABILITY: SURFACE MOTION
 FQ0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0146+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1998
 FQ0146
 FQ0146  HISTORY     - Date     Condition        Report By
 FQ0146  HISTORY     - 1934     MONUMENTED       CGS
 FQ0146  HISTORY     - 1955     GOOD             NGS
 FQ0146  HISTORY     - 19851203 GOOD             USGS
 FQ0146  HISTORY     - 19920423 GOOD             NGS
 FQ0146  HISTORY     - 19950922 GOOD             NGS
 FQ0146  HISTORY     - 19981118 GOOD             NGS
 FQ0146
 FQ0146                          STATION DESCRIPTION
 FQ0146
 FQ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0146'17.6 MI S FROM ORAIBI.
 FQ0146'ABOUT 17.6 MILES SOUTH ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0146'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 115 YARDS SOUTH OF A 24-INCH
 FQ0146'GALVANIZED-IRON PIPE CULVERT, AND 77 FEET WEST OF THE CENTER LINE OF
 FQ0146'THE HIGHWAY.  A STANDARD DISK, STAMPED W 70 1934 AND SET IN THE TOP OF
 FQ0146'A CONCRETE POST.
 FQ0146
 FQ0146                          STATION RECOVERY (1955)
 FQ0146
 FQ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0146'RECOVERED IN GOOD CONDITION.
 FQ0146
 FQ0146                          STATION RECOVERY (1985)
 FQ0146
 FQ0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RVP)
 FQ0146'RECOVERED IN GOOD CONDITION.
 FQ0146
 FQ0146                          STATION RECOVERY (1992)
 FQ0146
 FQ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FQ0146'THE STATION IS LOCATED ABOUT 80.6 KM (50.1 MI) NORTH OF WINSLOW, 48.3
 FQ0146'KM (30.0 MI) NORTH OF LEUPP, 29 KM (18.0 MI) SOUTH OF ORAIBI, IN THE
 FQ0146'WEST R-O-W OF ROAD TO ORAIBI FROM LEUPP, (ROAD IS UNMARKED), 0.16 KM
 FQ0146'(0.10 MI)  SOUTH OF MILE POST 30.  OWNERSHIP-ARIZONA DEPARTMENT OF
 FQ0146'TRANSPORTATION.
 FQ0146'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FQ0146'STATE HIGHWAY 99 (EXIT 245), LOCATED ABOUT 12.9 KM (8.0 MI) WEST OF
 FQ0146'WINSLOW, GO NORTHWESTERLY ON HIGHWAY 99 FOR 31.7 KM (19.7 MI) TO THE
 FQ0146'JUNCTION OF NAVAJO FEDERAL ROAD 15.  TURN RIGHT AND GO EAST ON ROAD
 FQ0146'15 FOR 1.3 KM (0.8 MI) TO AN ASPHALT ROAD ON THE LEFT LEADING NORTH
 FQ0146'TO ORAIBI, ROAD IS UNMARKED.  TURN LEFT AND GO NORTH ON THE ASPHALT
 FQ0146'ROAD FOR 48.3 KM (30.0 MI) TO THE STATION ON THE LEFT, 1.1 KM
 FQ0146'(0.7 MI) NORTH OF A 1.2 M (3.9 FT) METAL PIPE CULVERT UNDER THE ROAD.
 FQ0146'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FQ0146'PROJECTING 7 CM ABOVE THE GROUND.  LOCATED 22.9 M (75.1 FT) WEST OF
 FQ0146'THE CENTERLINE OF THE ROAD, 7.6 M (24.9 FT) EAST OF A R-O-W FENCELINE
 FQ0146'AND FIBERGLASS WITNESS POST AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL
 FQ0146'OF THE ROAD.
 FQ0146
 FQ0146                          STATION RECOVERY (1995)
 FQ0146
 FQ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FQ0146'RECOVERED AS DESCRIBED.
 FQ0146
 FQ0146                          STATION RECOVERY (1998)
 FQ0146
 FQ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FQ0146'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) NORTHEAST OF LEUPP,
 FQ0146'32.19 KM (20.00 MI) SOUTHWEST OF KYKOTSMOVI, ALONG THE NORTHWEST SIDE
 FQ0146'OF THE RIGHT-OF-WAY OF NAVAJO FEDERAL ROAD 2, 0.48 KM (0.30 MI)
 FQ0146'SOUTHWEST OF MILEPOST 30 AND 1.22 KM (0.75 MI) NORTHWEST OF MILEPOST
 FQ0146'29.  OWNERSHIP--ARIZONA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 FQ0146'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 (EXIT 245) AND
 FQ0146'STATE HIGHWAY 99, LOCATED ABOUT 12.9 KM (8.00 MI) WEST OF WINSLOW.  GO
 FQ0146'NORTHWESTERLY ON HIGHWAY 99 FOR 31.7 KM (19.70 MI) TO THE JUNCTION OF
 FQ0146'NAVAJO FEDERAL ROAD 15, TURN RIGHT, EAST AND GO 1.23 KM (0.75 MI) TO
 FQ0146'THE JUNCTION OF A PAVED ROAD LEFT (THE ROAD IS NOT MARKED IT IS NAVAJO
 FQ0146'FEDERAL ROAD 2), TURN LEFT, NORTH ON THE PAVED ROAD AND GO 47.88 KM
 FQ0146'(29.75 MI) TO THE STATION ON THE LEFT, ON THE EAST SIDE OF THE ROAD
 FQ0146'RIGHT-OF-WAY FENCE AND ABOUT 0.91 M (2.99 FT) BELOW THE ROAD.  THE
 FQ0146'STATION IS A US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN TOP
 FQ0146'OF A CONCRETE POST PROJECTING ABOUT 6 CM ABOVE THE GROUND.  IT IS
 FQ0146'22.86 M (75.00 FT) WEST OF THE CENTER OF THE ROAD, 7.62 M (25.00 FT)
 FQ0146'EAST OF THE RIGHT-OF-WAY FENCE, 7.62 M (25.00 FT) EAST OF A FIBERGLASS
 FQ0146'WITNESS POST AND 0.31 M (1.02 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0094 ***********************************************************************
 FQ0094  DESIGNATION -  W 71
 FQ0094  PID         -  FQ0094
 FQ0094  STATE/COUNTY-  AZ/COCONINO
 FQ0094  USGS QUAD   -  TUCKER MESA (1983)
 FQ0094
 FQ0094                         *CURRENT SURVEY CONTROL
 FQ0094  ___________________________________________________________________
 FQ0094* NAD 83(1986)-  35 06 07.     (N)    110 51 48.     (W)     SCALED    
 FQ0094* NAVD 88     -      1528.167  (meters)    5013.66   (feet)  ADJUSTED  
 FQ0094  ___________________________________________________________________
 FQ0094  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0094  DYNAMIC HT  -        1526.140 (meters)    5007.01  (feet)  COMP
 FQ0094  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 FQ0094
 FQ0094  VERT ORDER  -  SECOND    CLASS 0
 FQ0094
 FQ0094.The horizontal coordinates were scaled from a topographic map and have
 FQ0094.an estimated accuracy of +/- 6 seconds.
 FQ0094
 FQ0094.The orthometric height was determined by differential leveling
 FQ0094.and adjusted in June 1991.
 FQ0094
 FQ0094.The geoid height was determined by GEOID03.
 FQ0094
 FQ0094.The dynamic height is computed by dividing the NAVD 88
 FQ0094.geopotential number by the normal gravity value computed on the
 FQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0094.degrees latitude (g = 980.6199 gals.).
 FQ0094
 FQ0094.The modeled gravity was interpolated from observed gravity values.
 FQ0094
 FQ0094;                    North         East    Units  Estimated Accuracy
 FQ0094;SPC AZ C     -   455,390.      309,390.      MT  (+/- 180 meters Scaled)
 FQ0094
 FQ0094                          SUPERSEDED SURVEY CONTROL
 FQ0094
 FQ0094  NGVD 29 (??/??/92) 1527.380  (m)         5011.08   (f) ADJ UNCH    2 0
 FQ0094
 FQ0094.Superseded values are not recommended for survey control.
 FQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0094.See file dsdata.txt to determine how the superseded data were derived.
 FQ0094
 FQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD124843(NAD 83)
 FQ0094_MARKER: DB = BENCH MARK DISK
 FQ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0094_STAMPING: W 71 1934
 FQ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0094+STABILITY: SURFACE MOTION
 FQ0094
 FQ0094  HISTORY     - Date     Condition        Report By
 FQ0094  HISTORY     - 1934     MONUMENTED       CGS
 FQ0094
 FQ0094                          STATION DESCRIPTION
 FQ0094
 FQ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0094'14.2 MI SE FROM LEUPP.
 FQ0094'14.2 MILES SOUTHEAST ALONG THE HIGHWAY TO WINSLOW FROM LEUPP, COCONINO
 FQ0094'COUNTY, ABOUT 10.0 MILES NORTHWEST ALONG U.S. HIGHWAY 66 FROM WINSLOW,
 FQ0094'THENCE 2.1 MILES NORTH ALONG THE HIGHWAY TO LEUPP, 93 FEET EAST OF AN
 FQ0094'OLD ROAD AT THE EDGE OF A HILL, AND 41 FEET WEST OF THE CENTER LINE OF
 FQ0094'THE HIGHWAY.  A STANDARD DISK, STAMPED W 71 1934 AND SET IN THE TOP OF
 FQ0094'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0325 ***********************************************************************
 FP0325  DESIGNATION -  W 72
 FP0325  PID         -  FP0325
 FP0325  STATE/COUNTY-  AZ/APACHE
 FP0325  USGS QUAD   -  BIG WILLOW SPRING CA (1972)
 FP0325
 FP0325                         *CURRENT SURVEY CONTROL
 FP0325  ___________________________________________________________________
 FP0325* NAD 83(1986)-  35 46 16.     (N)    109 56 54.     (W)     SCALED    
 FP0325* NAVD 88     -      2053.992  (meters)    6738.81   (feet)  ADJUSTED  
 FP0325  ___________________________________________________________________
 FP0325  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 FP0325  DYNAMIC HT  -        2051.223 (meters)    6729.72  (feet)  COMP
 FP0325  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 FP0325
 FP0325  VERT ORDER  -  SECOND    CLASS 0
 FP0325
 FP0325.The horizontal coordinates were scaled from a topographic map and have
 FP0325.an estimated accuracy of +/- 6 seconds.
 FP0325
 FP0325.The orthometric height was determined by differential leveling
 FP0325.and adjusted in June 1991.
 FP0325
 FP0325.The geoid height was determined by GEOID03.
 FP0325
 FP0325.The dynamic height is computed by dividing the NAVD 88
 FP0325.geopotential number by the normal gravity value computed on the
 FP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0325.degrees latitude (g = 980.6199 gals.).
 FP0325
 FP0325.The modeled gravity was interpolated from observed gravity values.
 FP0325
 FP0325;                    North         East    Units  Estimated Accuracy
 FP0325;SPC AZ E     -   529,140.      233,100.      MT  (+/- 180 meters Scaled)
 FP0325
 FP0325                          SUPERSEDED SURVEY CONTROL
 FP0325
 FP0325  NGVD 29 (??/??/92) 2053.037  (m)         6735.67   (f) ADJ UNCH    2 0
 FP0325
 FP0325.Superseded values are not recommended for survey control.
 FP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0325.See file dsdata.txt to determine how the superseded data were derived.
 FP0325
 FP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE950590(NAD 83)
 FP0325_MARKER: DB = BENCH MARK DISK
 FP0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0325_STAMPING: W 72 1934
 FP0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0325+STABILITY: SURFACE MOTION
 FP0325
 FP0325  HISTORY     - Date     Condition        Report By
 FP0325  HISTORY     - 1934     MONUMENTED       CGS
 FP0325  HISTORY     - 1972     GOOD             USGS
 FP0325
 FP0325                          STATION DESCRIPTION
 FP0325
 FP0325'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0325'6.9 MI NW FROM STEAMBOAT.
 FP0325'IN APACHE CO., 5.0 MI. WEST ALONG STATE HIGHWAY 264 FROM THE TRADING
 FP0325'POST AT STEAMBOAT, APACHE CO., (CROSS OVER CATTLEGUARD) THENCE NORTH
 FP0325'ON DIRT ROAD 1.3 MI. TO RD. FORK, THENCE STAY LEFT ON MAIN TRAVELED
 FP0325'RD. 0.1 MI. TO DIM RD. (EAST-WEST) THENCE WEST (LEFT) 0.2 MI. TO DIM
 FP0325'RD., THENCE GO RIGHT (WEST) 0.3 MI. TO DIM X RD., AT TOP OF GRADE FROM
 FP0325'WEST.  26 FT. SOUTH OF CENTERLINE OF OLD RD.  A STANDARD DISK, STAMPED
 FP0325'W 72 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN APACHE
 FP0325'CO., 19.9 MI. EAST ALONG THE GANADO ROAD FROM KEAMS CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0351 ***********************************************************************
 DT0351  DESIGNATION -  W 73
 DT0351  PID         -  DT0351
 DT0351  STATE/COUNTY-  AZ/GREENLEE
 DT0351  USGS QUAD   -  CLIFTON (1989)
 DT0351
 DT0351                         *CURRENT SURVEY CONTROL
 DT0351  ___________________________________________________________________
 DT0351* NAD 83(1986)-  33 03 20.     (N)    109 18 51.     (W)     SCALED    
 DT0351* NAVD 88     -      1081.739  (meters)    3549.01   (feet)  ADJUSTED  
 DT0351  ___________________________________________________________________
 DT0351  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DT0351  DYNAMIC HT  -        1080.213 (meters)    3544.00  (feet)  COMP
 DT0351  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 DT0351
 DT0351  VERT ORDER  -  SECOND    CLASS 0
 DT0351
 DT0351.The horizontal coordinates were scaled from a topographic map and have
 DT0351.an estimated accuracy of +/- 6 seconds.
 DT0351
 DT0351.The orthometric height was determined by differential leveling
 DT0351.and adjusted in June 1991.
 DT0351
 DT0351.The geoid height was determined by GEOID03.
 DT0351
 DT0351.The dynamic height is computed by dividing the NAVD 88
 DT0351.geopotential number by the normal gravity value computed on the
 DT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0351.degrees latitude (g = 980.6199 gals.).
 DT0351
 DT0351.The modeled gravity was interpolated from observed gravity values.
 DT0351
 DT0351;                    North         East    Units  Estimated Accuracy
 DT0351;SPC AZ E     -   228,240.      292,970.      MT  (+/- 180 meters Scaled)
 DT0351
 DT0351                          SUPERSEDED SURVEY CONTROL
 DT0351
 DT0351  NGVD 29 (??/??/92) 1081.038  (m)         3546.71   (f) ADJ UNCH    2 0
 DT0351
 DT0351.Superseded values are not recommended for survey control.
 DT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0351.See file dsdata.txt to determine how the superseded data were derived.
 DT0351
 DT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB573587(NAD 83)
 DT0351_MARKER: DB = BENCH MARK DISK
 DT0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0351_STAMPING: W-73 1934
 DT0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0351+STABILITY: SURFACE MOTION
 DT0351
 DT0351  HISTORY     - Date     Condition        Report By
 DT0351  HISTORY     - 1934     MONUMENTED       CGS
 DT0351
 DT0351                          STATION DESCRIPTION
 DT0351
 DT0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0351'0.9 MI N FROM CLIFTON.
 DT0351'0.9 MI NORTH ON STATE HWY. NO. 71, FROM P.O.  ABOUT 60 YDS NORTHWEST
 DT0351'OF THE JUNCTION WITH THE ROAD TO MORENCI, 81 FEET NORTHWEST OF A
 DT0351'BRIDGE, 42 FEET SOUTHWEST OF THE RAILROAD, AND 38 FEET WEST OF THE
 DT0351'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0352 ***********************************************************************
 DT0352  DESIGNATION -  W 73 RESET
 DT0352  PID         -  DT0352
 DT0352  STATE/COUNTY-  AZ/GREENLEE
 DT0352  USGS QUAD   -  CLIFTON (1989)
 DT0352
 DT0352                         *CURRENT SURVEY CONTROL
 DT0352  ___________________________________________________________________
 DT0352* NAD 83(2007)-  33 03 20.82944(N)    109 18 52.76888(W)     NO CHECK  
 DT0352* NAVD 88     -      1083.105  (meters)    3553.49   (feet)  ADJUSTED  
 DT0352  ___________________________________________________________________
 DT0352  EPOCH DATE  -        2007.00
 DT0352  X           -  -1,770,201.617 (meters)                     COMP
 DT0352  Y           -  -5,050,759.676 (meters)                     COMP
 DT0352  Z           -   3,459,722.707 (meters)                     COMP
 DT0352  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DT0352  ELLIP HEIGHT-        1057.655 (meters)          (02/10/07) NO CHECK
 DT0352  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DT0352  DYNAMIC HT  -        1081.578 (meters)    3548.48  (feet)  COMP
 DT0352
 DT0352  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DT0352  Type    PID    Designation                      North   East  Ellip
 DT0352  -------------------------------------------------------------------
 DT0352  NETWORK DT0352 W 73 RESET                        1.06   0.76   2.47
 DT0352  -------------------------------------------------------------------
 DT0352  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 DT0352
 DT0352  VERT ORDER  -  SECOND    CLASS 0
 DT0352
 DT0352.The horizontal coordinates were established by GPS observations
 DT0352.and adjusted by the National Geodetic Survey in February 2007.
 DT0352
 DT0352.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DT0352.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DT0352.No horizontal observational check was made to the station.
 DT0352.The horizontal coordinates are valid at the epoch date displayed above.
 DT0352.The epoch date for horizontal control is a decimal equivalence
 DT0352.of Year/Month/Day.
 DT0352
 DT0352.The orthometric height was determined by differential leveling
 DT0352.and adjusted in June 1991.
 DT0352
 DT0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DT0352
 DT0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0352
 DT0352.The ellipsoidal height was determined by GPS observations
 DT0352.and is referenced to NAD 83.
 DT0352
 DT0352.The geoid height was determined by GEOID03.
 DT0352
 DT0352.The dynamic height is computed by dividing the NAVD 88
 DT0352.geopotential number by the normal gravity value computed on the
 DT0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0352.degrees latitude (g = 980.6199 gals.).
 DT0352
 DT0352.The modeled gravity was interpolated from observed gravity values.
 DT0352
 DT0352;                    North         East     Units Scale Factor Converg.
 DT0352;SPC AZ E     -   228,260.562   292,926.041   MT  0.99997803   +0 27 53.1
 DT0352;SPC AZ E     -   748,886.36    961,043.44   iFT  0.99997803   +0 27 53.1
 DT0352;UTM  12      - 3,658,733.907   657,347.736   MT  0.99990527   +0 55 10.1
 DT0352
 DT0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0352!SPC AZ E     -   0.99983398  x   0.99997803  =   0.99981201
 DT0352!UTM  12      -   0.99983398  x   0.99990527  =   0.99973926
 DT0352
 DT0352                          SUPERSEDED SURVEY CONTROL
 DT0352
 DT0352  NAD 83(1992)-  33 03 20.82930(N)    109 18 52.76916(W) AD(       ) 1
 DT0352  ELLIP H (09/21/05) 1057.650  (m)                       GP(       ) 4 2
 DT0352  NAVD 88 (09/21/05) 1083.11   (m)         3553.5    (f) LEVELING    3  
 DT0352  NGVD 29 (??/??/92) 1082.397  (m)         3551.16   (f) ADJ UNCH    2 0
 DT0352
 DT0352.Superseded values are not recommended for survey control.
 DT0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0352.See file dsdata.txt to determine how the superseded data were derived.
 DT0352
 DT0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5734858734(NAD 83)
 DT0352_MARKER: DB = BENCH MARK DISK
 DT0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0352_SP_SET: ABUTMENT
 DT0352_STAMPING: W 73 RESET 1939
 DT0352_MARK LOGO: CGS   
 DT0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DT0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0352+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 DT0352
 DT0352  HISTORY     - Date     Condition        Report By
 DT0352  HISTORY     - 1939     MONUMENTED       CGS
 DT0352  HISTORY     - 20050616 GOOD             WOOLPT
 DT0352
 DT0352                          STATION DESCRIPTION
 DT0352
 DT0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DT0352'1.2 MI N FROM CLIFTON.
 DT0352'1.2 MI. N. ALONG STATE HWY. NO. 81 FROM P. O.  ALONG STATE HWY. NO.
 DT0352'81., SET IN THE NORTHWEST ABUTMENT OF CONCRETE BRIDGE AT THE JCT. OF
 DT0352'ROAD TO MORENCI AND STATE HWY. NO. 81, 60 FEET SOUTH OF RAILROAD
 DT0352'CROSSING, AND 10 FEET WEST OF CENTERLINE OF HWY.
 DT0352
 DT0352                          STATION RECOVERY (2005)
 DT0352
 DT0352'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 DT0352'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED IN THE
 DT0352'TOWN OF CLIFTON,AZ AT THE  INTERSECTION OF US 191 (CORONADO BLVD) AND
 DT0352'CHASE CREEK ST.
 DT0352' 
 DT0352'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND 75
 DT0352'AND US HIGHWAY 191.  GO NORTH ON US 191 FOR 16.3 KM (10.1 MI) THROUGH
 DT0352'THE TOWN OF CLIFTON TO CHASE CREEK ST.  TURN LEFT (SOUTH) ON CHASE
 DT0352'CREEK ST FOR APPROX 121.9 M (400 FT) TO THE STATION ON THE RIGHT.
 DT0352' 
 DT0352'THE MARK IS A CGS BENCH MARK DISK SET IN THE TOP OF THE NW CORNER OF A
 DT0352'BRIDGE  ABUTMENT. THE MARK IS 16.7 M (55 FT) SW OF THE SW CORNER OF
 DT0352'THE LOS MENDOZA  RESTAURANT AND 2.4 M (8 FT) WEST OF THE CENTERLINE OF
 DT0352'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0344 ***********************************************************************
 DT0344  DESIGNATION -  W 74
 DT0344  PID         -  DT0344
 DT0344  STATE/COUNTY-  AZ/GREENLEE
 DT0344  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0344
 DT0344                         *CURRENT SURVEY CONTROL
 DT0344  ___________________________________________________________________
 DT0344* NAD 83(1986)-  33 10 18.     (N)    109 22 19.     (W)     SCALED    
 DT0344* NAVD 88     -      1894.683  (meters)    6216.14   (feet)  ADJUSTED  
 DT0344  ___________________________________________________________________
 DT0344  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DT0344  DYNAMIC HT  -        1891.802 (meters)    6206.69  (feet)  COMP
 DT0344  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 DT0344
 DT0344  VERT ORDER  -  SECOND    CLASS 0
 DT0344
 DT0344.The horizontal coordinates were scaled from a topographic map and have
 DT0344.an estimated accuracy of +/- 6 seconds.
 DT0344
 DT0344.The orthometric height was determined by differential leveling
 DT0344.and adjusted in June 1991.
 DT0344
 DT0344.The geoid height was determined by GEOID03.
 DT0344
 DT0344.The dynamic height is computed by dividing the NAVD 88
 DT0344.geopotential number by the normal gravity value computed on the
 DT0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0344.degrees latitude (g = 980.6199 gals.).
 DT0344
 DT0344.The modeled gravity was interpolated from observed gravity values.
 DT0344
 DT0344;                    North         East    Units  Estimated Accuracy
 DT0344;SPC AZ E     -   241,070.      287,480.      MT  (+/- 180 meters Scaled)
 DT0344
 DT0344                          SUPERSEDED SURVEY CONTROL
 DT0344
 DT0344  NGVD 29 (??/??/92) 1893.849  (m)         6213.40   (f) ADJ UNCH    2 0
 DT0344
 DT0344.Superseded values are not recommended for survey control.
 DT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0344.See file dsdata.txt to determine how the superseded data were derived.
 DT0344
 DT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB517714(NAD 83)
 DT0344_MARKER: DB = BENCH MARK DISK
 DT0344_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0344_SP_SET: UNSPECIFIED ROCK
 DT0344_STAMPING: W-74 1934
 DT0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0344
 DT0344  HISTORY     - Date     Condition        Report By
 DT0344  HISTORY     - 1934     MONUMENTED       CGS
 DT0344  HISTORY     - 19870520 MARK NOT FOUND   USGS
 DT0344
 DT0344                          STATION DESCRIPTION
 DT0344
 DT0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0344'12.9 MI N FROM CLIFTON.
 DT0344'12.9 MI NORTH ON STATE HWY NO. 71, FROM P.O.  1.3 MI SOUTH OF CHERRY
 DT0344'LODGE, OPPOSITE THE ROAD LEADING TO CRYSTAL CAVE, IN THE CENTER OF A
 DT0344'SHARP HORSESHOE CURVE, AND 38 FEET NORTHWEST OF THE CENTERLINE OF THE
 DT0344'HIGHWAY.  SET IN A ROCK LEVEL WITH THE GROUND SURFACE AND ABOUT 5 FEET
 DT0344'ABOVE THE ROAD GRADE.
 DT0344
 DT0344                          STATION RECOVERY (1987)
 DT0344
 DT0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (CB)
 DT0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0368 ***********************************************************************
 CG0368  DESIGNATION -  W 75
 CG0368  PID         -  CG0368
 CG0368  STATE/COUNTY-  AZ/PIMA
 CG0368  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0368
 CG0368                         *CURRENT SURVEY CONTROL
 CG0368  ___________________________________________________________________
 CG0368* NAD 83(1986)-  31 46 50.     (N)    111 00 46.     (W)     SCALED    
 CG0368* NAVD 88     -       904.95   (+/-2cm)    2969.0    (feet)  VERTCON   
 CG0368  ___________________________________________________________________
 CG0368  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 CG0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0368
 CG0368.The horizontal coordinates were scaled from a topographic map and have
 CG0368.an estimated accuracy of +/- 6 seconds.
 CG0368
 CG0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0368.The vertical order pertains to the NGVD 29 superseded value.
 CG0368
 CG0368.The geoid height was determined by GEOID03.
 CG0368
 CG0368;                    North         East    Units  Estimated Accuracy
 CG0368;SPC AZ C     -    86,890.      298,970.      MT  (+/- 180 meters Scaled)
 CG0368
 CG0368                          SUPERSEDED SURVEY CONTROL
 CG0368
 CG0368  NGVD 29 (??/??/92)  904.173  (m)         2966.44   (f) ADJ UNCH    1 2
 CG0368
 CG0368.Superseded values are not recommended for survey control.
 CG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0368.See file dsdata.txt to determine how the superseded data were derived.
 CG0368
 CG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA987161(NAD 83)
 CG0368_MARKER: DB = BENCH MARK DISK
 CG0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0368_STAMPING: W 75 1934
 CG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0368+STABILITY: SURFACE MOTION
 CG0368
 CG0368  HISTORY     - Date     Condition        Report By
 CG0368  HISTORY     - 1934     MONUMENTED       CGS
 CG0368  HISTORY     - 1953     GOOD             NGS
 CG0368
 CG0368                          STATION DESCRIPTION
 CG0368
 CG0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0368'5.5 MI N FROM AMADO.
 CG0368'5.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0368'WATER TANK AT AMADO, 5.6 MILES SOUTH OF CONTINENTAL, 8 1/2 TELEPHONE
 CG0368'POLES NORTH OF MILEPOLE 1016, AT THE CROSSING OF A DIM DIRT ROAD,
 CG0368'ABOUT 85 YARDS NORTH OF WOODEN BRIDGE 1015.73, 75 FEET NORTH OF THE
 CG0368'CENTER OF A WOODEN GATE, 61 FEET WEST OF A FENCE, 42 1/2 FEET NORTH OF
 CG0368'THE CENTER LINE OF THE ROAD, 37.0 FEET EAST OF THE EAST RAIL, 1.5 FEET
 CG0368'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 CG0368'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0230 ***********************************************************************
 CG0230  DESIGNATION -  W 76
 CG0230  PID         -  CG0230
 CG0230  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0230  USGS QUAD   -  CUMERO CANYON (1981)
 CG0230
 CG0230                         *CURRENT SURVEY CONTROL
 CG0230  ___________________________________________________________________
 CG0230* NAD 83(1986)-  31 27 37.     (N)    110 49 37.     (W)     SCALED    
 CG0230* NAVD 88     -      1272.93   (+/-2cm)    4176.3    (feet)  VERTCON   
 CG0230  ___________________________________________________________________
 CG0230  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CG0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0230
 CG0230.The horizontal coordinates were scaled from a topographic map and have
 CG0230.an estimated accuracy of +/- 6 seconds.
 CG0230
 CG0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0230.The vertical order pertains to the NGVD 29 superseded value.
 CG0230
 CG0230.The geoid height was determined by GEOID03.
 CG0230
 CG0230;                    North         East    Units  Estimated Accuracy
 CG0230;SPC AZ C     -    51,540.      316,920.      MT  (+/- 180 meters Scaled)
 CG0230
 CG0230                          SUPERSEDED SURVEY CONTROL
 CG0230
 CG0230  NGVD 29 (??/??/92) 1272.028  (m)         4173.31   (f) ADJ UNCH    2 0
 CG0230
 CG0230.Superseded values are not recommended for survey control.
 CG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0230.See file dsdata.txt to determine how the superseded data were derived.
 CG0230
 CG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV164806(NAD 83)
 CG0230_MARKER: DB = BENCH MARK DISK
 CG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0230_STAMPING: W 76 1934
 CG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0230+STABILITY: SURFACE MOTION
 CG0230
 CG0230  HISTORY     - Date     Condition        Report By
 CG0230  HISTORY     - 1934     MONUMENTED       CGS
 CG0230  HISTORY     - 1976     GOOD             USGS
 CG0230
 CG0230                          STATION DESCRIPTION
 CG0230
 CG0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0230'8.6 MI SW FROM PATAGONIA.
 CG0230'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE SOUTHERN PACIFIC
 CG0230'CO. RAILROAD STATION AT PATAGONIA, SANTA CRUZ COUNTY, 150 FEET
 CG0230'NORTHEAST OF THE SUMMIT OF A GRADE, 50 FEET SOUTHEAST OF THE
 CG0230'CENTERLINE OF THE HIGHWAY, AND 75 FEET SOUTHEAST OF A FENCE LINE AND A
 CG0230'GATE.  A STANDARD DISK, STAMPED W 76 1934 AND SET IN THE TOP OF A
 CG0230'CONCRETE POST.
 CG0230
 CG0230                          STATION RECOVERY (1976)
 CG0230
 CG0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0230'7.9 MI. SW. ALONG STATE HWY. 82 FROM POST OFFICE AT PATAGONIA. 200
 CG0230'FT. S.W. OF DIM T-RD. W., 75 FT SE. OF FENCE AND GATE, 65 FT NW. AND
 CG0230'5.0 HIGHER THAN CENTERLINE OF HWY. SET IN TOP OF CONCRETE POST, NGS
 CG0230'DISK STAMPED W 76 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0162 ***********************************************************************
 CG0162  DESIGNATION -  W 77
 CG0162  PID         -  CG0162
 CG0162  STATE/COUNTY-  AZ/COCHISE
 CG0162  USGS QUAD   -  FAIRBANK (1952)
 CG0162
 CG0162                         *CURRENT SURVEY CONTROL
 CG0162  ___________________________________________________________________
 CG0162* NAD 83(1986)-  31 44 24.     (N)    110 08 04.     (W)     SCALED    
 CG0162* NAVD 88     -      1255.55   (+/-2cm)    4119.3    (feet)  VERTCON   
 CG0162  ___________________________________________________________________
 CG0162  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CG0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0162
 CG0162.The horizontal coordinates were scaled from a topographic map and have
 CG0162.an estimated accuracy of +/- 6 seconds.
 CG0162
 CG0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0162.The vertical order pertains to the NGVD 29 superseded value.
 CG0162
 CG0162.The geoid height was determined by GEOID03.
 CG0162
 CG0162;                    North         East    Units  Estimated Accuracy
 CG0162;SPC AZ E     -    82,040.      216,410.      MT  (+/- 180 meters Scaled)
 CG0162
 CG0162                          SUPERSEDED SURVEY CONTROL
 CG0162
 CG0162  NGVD 29 (??/??/92) 1254.739  (m)         4116.59   (f) ADJ UNCH    2 0
 CG0162
 CG0162.Superseded values are not recommended for survey control.
 CG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0162.See file dsdata.txt to determine how the superseded data were derived.
 CG0162
 CG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA819119(NAD 83)
 CG0162_MARKER: DB = BENCH MARK DISK
 CG0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0162_STAMPING: W 77 1934
 CG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0162+STABILITY: SURFACE MOTION
 CG0162
 CG0162  HISTORY     - Date     Condition        Report By
 CG0162  HISTORY     - 1934     MONUMENTED       CGS
 CG0162  HISTORY     - 1935     GOOD             NGS
 CG0162
 CG0162                          STATION DESCRIPTION
 CG0162
 CG0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0162'4.0 MI E FROM FAIRBANK.
 CG0162'4.0 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM FAIRBANK,
 CG0162'COCHISE COUNTY, 5.0 MILES WEST OF THE STATION AT TOMBSTONE, IN MILE
 CG0162'ZONE 1052, 125 YARDS NORTHWEST OF AN OLD ADOBE RUIN, 145 FEET SOUTH OF
 CG0162'THE CROSSING OF A ROW OF TRANSCONTINENTAL-TELEPHONE POLES, AND 35 FEET
 CG0162'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED W
 CG0162'77 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0128 ***********************************************************************
 CG0128  DESIGNATION -  W 78
 CG0128  PID         -  CG0128
 CG0128  STATE/COUNTY-  AZ/COCHISE
 CG0128  USGS QUAD   -  MC GREW SPRING (1973)
 CG0128
 CG0128                         *CURRENT SURVEY CONTROL
 CG0128  ___________________________________________________________________
 CG0128* NAD 83(1986)-  31 47 54.     (N)    110 15 14.     (W)     SCALED    
 CG0128* NAVD 88     -      1194.74   (+/-2cm)    3919.7    (feet)  VERTCON   
 CG0128  ___________________________________________________________________
 CG0128  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0128
 CG0128.The horizontal coordinates were scaled from a topographic map and have
 CG0128.an estimated accuracy of +/- 6 seconds.
 CG0128
 CG0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0128.The vertical order pertains to the NGVD 29 superseded value.
 CG0128
 CG0128.The geoid height was determined by GEOID03.
 CG0128
 CG0128;                    North         East    Units  Estimated Accuracy
 CG0128;SPC AZ E     -    88,510.      205,100.      MT  (+/- 180 meters Scaled)
 CG0128
 CG0128                          SUPERSEDED SURVEY CONTROL
 CG0128
 CG0128  NGVD 29 (??/??/92) 1193.947  (m)         3917.14   (f) ADJ UNCH    2 0
 CG0128
 CG0128.Superseded values are not recommended for survey control.
 CG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0128.See file dsdata.txt to determine how the superseded data were derived.
 CG0128
 CG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA706183(NAD 83)
 CG0128_MARKER: DB = BENCH MARK DISK
 CG0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0128_SP_SET: BRIDGE
 CG0128_STAMPING: W 78 1934
 CG0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0128
 CG0128  HISTORY     - Date     Condition        Report By
 CG0128  HISTORY     - 1934     MONUMENTED       CGS
 CG0128
 CG0128                          STATION DESCRIPTION
 CG0128
 CG0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0128'2.4 MI NW FROM BOQUILLAS.
 CG0128'2.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0128'STATION AT BOQUILLAS, COCHISE COUNTY, 5-1/4 POLES WEST OF MILEPOST
 CG0128'1041, AT BRIDGE 1040.84, IN THE TOP OF THE END OF A CONCRETE HEADWALL,
 CG0128'AND 75 FEET NORTHEAST OF A LINE OF POLES.  A STANDARD DISK, STAMPED W
 CG0128'78 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1026 ***********************************************************************
 DA1026  DESIGNATION -  W 8
 DA1026  PID         -  DA1026
 DA1026  STATE/COUNTY-  AZ/YUMA
 DA1026  USGS QUAD   -  ROLL (1982)
 DA1026
 DA1026                         *CURRENT SURVEY CONTROL
 DA1026  ___________________________________________________________________
 DA1026* NAD 83(1986)-  32 45 59.     (N)    113 57 58.     (W)     SCALED    
 DA1026* NAVD 88     -        81.87   (+/-2cm)     268.6    (feet)  VERTCON   
 DA1026  ___________________________________________________________________
 DA1026  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1026  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1026
 DA1026.The horizontal coordinates were scaled from a topographic map and have
 DA1026.an estimated accuracy of +/- 6 seconds.
 DA1026
 DA1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1026.The vertical order pertains to the NGVD 29 superseded value.
 DA1026
 DA1026.The geoid height was determined by GEOID03.
 DA1026
 DA1026;                    North         East    Units  Estimated Accuracy
 DA1026;SPC AZ W     -   195,870.      193,110.      MT  (+/- 180 meters Scaled)
 DA1026
 DA1026                          SUPERSEDED SURVEY CONTROL
 DA1026
 DA1026  NGVD 29 (??/??/92)   81.209  (m)          266.43   (f) ADJ UNCH    1 2
 DA1026
 DA1026.Superseded values are not recommended for survey control.
 DA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1026.See file dsdata.txt to determine how the superseded data were derived.
 DA1026
 DA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB221292(NAD 83)
 DA1026_MARKER: DB = BENCH MARK DISK
 DA1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1026_STAMPING: 266.433 W 8 1927
 DA1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1026+STABILITY: SURFACE MOTION
 DA1026
 DA1026  HISTORY     - Date     Condition        Report By
 DA1026  HISTORY     - 1927     MONUMENTED       CGS
 DA1026
 DA1026                          STATION DESCRIPTION
 DA1026
 DA1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DA1026'12.6 MI NE FROM WELLTON.
 DA1026'12.6 MILES NORTHEAST ALONG THE WELLTON-HASSAYAMPA-PHOENIX BRANCH OF
 DA1026'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1026'COUNTY, 1.7 MILES NORTHEAST OF ROLL, 12 POLES SOUTHWEST OF MILEPOST
 DA1026'783, AT A HIGHWAY CROSSING, 55 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DA1026'TRACK, 20 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET EAST OF
 DA1026'A CORNER POWER TRANSMISSION LINE POLE, 8 FEET SOUTH OF THE RIGHT OF
 DA1026'WAY FENCE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 DA1026'266.433 W 8 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 DA1026'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0335 ***********************************************************************
 ES0335  DESIGNATION -  W 8
 ES0335  PID         -  ES0335
 ES0335  STATE/COUNTY-  AZ/YAVAPAI
 ES0335  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0335
 ES0335                         *CURRENT SURVEY CONTROL
 ES0335  ___________________________________________________________________
 ES0335* NAD 83(1986)-  34 23 41.     (N)    111 39 02.     (W)     SCALED    
 ES0335* NAVD 88     -      1071.676  (meters)    3515.99   (feet)  ADJUSTED  
 ES0335  ___________________________________________________________________
 ES0335  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 ES0335  DYNAMIC HT  -        1070.283 (meters)    3511.42  (feet)  COMP
 ES0335  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 ES0335
 ES0335  VERT ORDER  -  FIRST     CLASS II
 ES0335
 ES0335.The horizontal coordinates were scaled from a topographic map and have
 ES0335.an estimated accuracy of +/- 6 seconds.
 ES0335
 ES0335.The orthometric height was determined by differential leveling
 ES0335.and adjusted in June 1991.
 ES0335
 ES0335.The geoid height was determined by GEOID03.
 ES0335
 ES0335.The dynamic height is computed by dividing the NAVD 88
 ES0335.geopotential number by the normal gravity value computed on the
 ES0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0335.degrees latitude (g = 980.6199 gals.).
 ES0335
 ES0335.The modeled gravity was interpolated from observed gravity values.
 ES0335
 ES0335;                    North         East    Units  Estimated Accuracy
 ES0335;SPC AZ C     -   376,470.      237,830.      MT  (+/- 180 meters Scaled)
 ES0335
 ES0335                          SUPERSEDED SURVEY CONTROL
 ES0335
 ES0335  NGVD 29 (??/??/92) 1070.952  (m)         3513.61   (f) ADJ UNCH    1 2
 ES0335
 ES0335.Superseded values are not recommended for survey control.
 ES0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0335.See file dsdata.txt to determine how the superseded data were derived.
 ES0335
 ES0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD402061(NAD 83)
 ES0335_MARKER: DD = SURVEY DISK
 ES0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0335_SP_SET: BRIDGE
 ES0335_STAMPING: 3513.615 W 8 1929
 ES0335_MARK LOGO: USGS  
 ES0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0335
 ES0335  HISTORY     - Date     Condition        Report By
 ES0335  HISTORY     - 1929     MONUMENTED       USGS
 ES0335  HISTORY     - 1952     GOOD             NGS
 ES0335  HISTORY     - 1982     GOOD             NGS
 ES0335
 ES0335                          STATION DESCRIPTION
 ES0335
 ES0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 ES0335'7.4 MI NE FROM VERDE HOT SPRINGS.
 ES0335'7.4 MILES NORTHEAST ALONG A GRADED ROAD FROM THE VERDE HOT SPRINGS
 ES0335'HOTEL, AT THE JUNCTION OF A ROAD LEADING TO CAMP VERDE IN THE
 ES0335'SOUTHWEST WINGWALL, AT THE SOUTHWEST END OF A CONCRETE BRIDGE OVER
 ES0335'BOULDER CREEK, 82 FEET NORTHEAST OF THE NORTHEAST LEG OF A TRIANGLE
 ES0335'FORMED BY THE JUNCTION, AND 13 FEET SOUTHEAST OF THE CENTER LINE OF
 ES0335'THE ROAD TO CAMP VERDE.
 ES0335
 ES0335                          STATION RECOVERY (1982)
 ES0335
 ES0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0335'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0335'4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0335'IN PINE, THENCE 19.5 KM (12.1 MI) WEST ALONG FOSSIL CREEK ROAD, 35.2
 ES0335'KM (21.9 MI) SOUTHEAST OF CAMP VERDE, AT THE JUNCTION OF A ROAD
 ES0335'LEADING SOUTH TO THE CHILDS POWER PLANT, IN TOP OF THE SOUTHWEST
 ES0335'WINGWALL OF THE BRIDGE OVER BOULDER CREEK, 4.2 METERS (14 FT) SOUTH OF
 ES0335'THE ROAD CENTERLINE.
 ES0335'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0187 ***********************************************************************
 CG0187  DESIGNATION -  W 80
 CG0187  PID         -  CG0187
 CG0187  STATE/COUNTY-  AZ/COCHISE
 CG0187  USGS QUAD   -  STARK (1952)
 CG0187
 CG0187                         *CURRENT SURVEY CONTROL
 CG0187  ___________________________________________________________________
 CG0187* NAD 83(1986)-  31 22 04.     (N)    110 01 39.     (W)     SCALED    
 CG0187* NAVD 88     -      1339.46   (+/-2cm)    4394.5    (feet)  VERTCON   
 CG0187  ___________________________________________________________________
 CG0187  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CG0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0187
 CG0187.The horizontal coordinates were scaled from a topographic map and have
 CG0187.an estimated accuracy of +/- 6 seconds.
 CG0187
 CG0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0187.The vertical order pertains to the NGVD 29 superseded value.
 CG0187
 CG0187.The geoid height was determined by GEOID03.
 CG0187
 CG0187;                    North         East    Units  Estimated Accuracy
 CG0187;SPC AZ E     -    40,780.      226,600.      MT  (+/- 180 meters Scaled)
 CG0187
 CG0187                          SUPERSEDED SURVEY CONTROL
 CG0187
 CG0187  NGVD 29 (??/??/92) 1338.59   (m)         4391.7    (f) COMPUTED    2 0
 CG0187
 CG0187.Superseded values are not recommended for survey control.
 CG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0187.See file dsdata.txt to determine how the superseded data were derived.
 CG0187
 CG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV924707(NAD 83)
 CG0187_MARKER: DB = BENCH MARK DISK
 CG0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0187_STAMPING: W-80 1934
 CG0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0187+STABILITY: SURFACE MOTION
 CG0187
 CG0187  HISTORY     - Date     Condition        Report By
 CG0187  HISTORY     - 1934     MONUMENTED       CGS
 CG0187  HISTORY     - 1935     GOOD             NGS
 CG0187  HISTORY     - 1956     MARK NOT FOUND   USGS
 CG0187
 CG0187                          STATION DESCRIPTION
 CG0187
 CG0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0187'6.8 MI SE FROM HEREFORD.
 CG0187'6.8 MI. S.E. OF, ON THE SOUTHERN PACIFIC R.R., 5.4 MI. N.W. OF NACO, 6
 CG0187'1/2 POLES W. OF MI. POST NO. 1076, ABOUT 0.75 MI. E. OF STARK SIDING,
 CG0187'60 FT. S. OF THE CENTER LINE OF TRACK, AND 2 FT. N. OF THE FENCE LINE.
 CG0187
 CG0187                          STATION RECOVERY (1956)
 CG0187
 CG0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CG0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0103 ***********************************************************************
 CF0103  DESIGNATION -  W 81
 CF0103  PID         -  CF0103
 CF0103  STATE/COUNTY-  AZ/COCHISE
 CF0103  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0103
 CF0103                         *CURRENT SURVEY CONTROL
 CF0103  ___________________________________________________________________
 CF0103* NAD 83(1986)-  31 29 06.     (N)    109 27 09.     (W)     SCALED    
 CF0103* NAVD 88     -      1391.37   (+/-2cm)    4564.9    (feet)  VERTCON   
 CF0103  ___________________________________________________________________
 CF0103  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CF0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0103
 CF0103.The horizontal coordinates were scaled from a topographic map and have
 CF0103.an estimated accuracy of +/- 6 seconds.
 CF0103
 CF0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0103.The vertical order pertains to the NGVD 29 superseded value.
 CF0103
 CF0103.The geoid height was determined by GEOID03.
 CF0103
 CF0103;                    North         East    Units  Estimated Accuracy
 CF0103;SPC AZ E     -    53,990.      281,210.      MT  (+/- 180 meters Scaled)
 CF0103
 CF0103                          SUPERSEDED SURVEY CONTROL
 CF0103
 CF0103  NGVD 29 (??/??/92) 1390.493  (m)         4561.98   (f) ADJ UNCH    2 0
 CF0103
 CF0103.Superseded values are not recommended for survey control.
 CF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0103.See file dsdata.txt to determine how the superseded data were derived.
 CF0103
 CF0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV469843(NAD 83)
 CF0103_MARKER: DB = BENCH MARK DISK
 CF0103_SETTING: 80 = SET IN A BOULDER
 CF0103_SP_SET: BOULDER
 CF0103_STAMPING: W-81 1934
 CF0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0103+STABILITY: SURFACE MOTION
 CF0103
 CF0103  HISTORY     - Date     Condition        Report By
 CF0103  HISTORY     - 1934     MONUMENTED       CGS
 CF0103  HISTORY     - 1935     GOOD             NGS
 CF0103  HISTORY     - 1981     GOOD             USGS
 CF0103
 CF0103                          STATION DESCRIPTION
 CF0103
 CF0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0103'12.1 MI NE FROM DOUGLAS.
 CF0103'12.1 MI. NE. OF DEPOT ALONG THE S.P.R.R., 1 1/4 POLES N.E. OF MI. POST
 CF0103'NO. 1119, 40 FT. S.E. OF THE CENTER LINE OF TRACK, 25 FT. N. OF THE
 CF0103'FENCE LINE, AND 10 FT. N.W. OF THE TELEPHONE LINE.
 CF0103
 CF0103                          STATION RECOVERY (1981)
 CF0103
 CF0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0103'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0103'HWY 80 7.6 MI. TO A TRAIL SW, 0.1 MI TO A Y-RD, 0.65 MI. ALONG N FORK
 CF0103'OF TRAIL TO A BILL W OF RD . BM IS A STANDARD TABLET SET IN THE NW
 CF0103'COR. OF A BIG ROCK 94 FT. E OF THE OLD RR GRADE IN THE SW OF SEC. 25,
 CF0103'R 28 E, T 22 S.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0652 ***********************************************************************
 DA0652  DESIGNATION -  W 83
 DA0652  PID         -  DA0652
 DA0652  STATE/COUNTY-  AZ/MARICOPA
 DA0652  USGS QUAD   -  BOSQUE (1973)
 DA0652
 DA0652                         *CURRENT SURVEY CONTROL
 DA0652  ___________________________________________________________________
 DA0652* NAD 83(1986)-  32 54 31.     (N)    112 32 54.     (W)     SCALED    
 DA0652* NAVD 88     -       372.38   (+/-2cm)    1221.7    (feet)  VERTCON   
 DA0652  ___________________________________________________________________
 DA0652  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DA0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0652
 DA0652.The horizontal coordinates were scaled from a topographic map and have
 DA0652.an estimated accuracy of +/- 6 seconds.
 DA0652
 DA0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0652.The vertical order pertains to the NGVD 29 superseded value.
 DA0652
 DA0652.The geoid height was determined by GEOID03.
 DA0652
 DA0652;                    North         East    Units  Estimated Accuracy
 DA0652;SPC AZ C     -   211,790.      154,270.      MT  (+/- 180 meters Scaled)
 DA0652
 DA0652                          SUPERSEDED SURVEY CONTROL
 DA0652
 DA0652  NGVD 29 (??/??/92)  371.740  (m)         1219.62   (f) ADJ UNCH    2 0
 DA0652
 DA0652.Superseded values are not recommended for survey control.
 DA0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0652.See file dsdata.txt to determine how the superseded data were derived.
 DA0652
 DA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB552422(NAD 83)
 DA0652_MARKER: DB = BENCH MARK DISK
 DA0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0652_STAMPING: W 83 1935
 DA0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0652+STABILITY: SURFACE MOTION
 DA0652
 DA0652  HISTORY     - Date     Condition        Report By
 DA0652  HISTORY     - 1935     MONUMENTED       CGS
 DA0652  HISTORY     - 1960     GOOD             NGS
 DA0652
 DA0652                          STATION DESCRIPTION
 DA0652
 DA0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0652'9.45 MI E FROM GILA BEND.
 DA0652'9.45 MILES EAST ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0652'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, TO WHERE THE WEST BOUND LANE
 DA0652'CUTS A SECTION OF THE OLD HIGHWAY CLOSED OFF BY A FENCE, THENCE 1/4
 DA0652'MILE NORTH ON THE OLD HIGHWAY TO THE MARK, 116 FEET NORTHEAST OF THE
 DA0652'OLD HIGHWAY MILE POST 130, 48 FEET NORTH OF THE CENTERLINE OF THE OLD
 DA0652'HIGHWAY, SET IN A SQUARE CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0236 ***********************************************************************
 DA0236  DESIGNATION -  W 84
 DA0236  PID         -  DA0236
 DA0236  STATE/COUNTY-  AZ/PIMA
 DA0236  USGS QUAD   -  DREW SPRING WELL (1990)
 DA0236
 DA0236                         *CURRENT SURVEY CONTROL
 DA0236  ___________________________________________________________________
 DA0236* NAD 83(1986)-  32 26 32.     (N)    112 01 11.     (W)     SCALED    
 DA0236* NAVD 88     -       506.88   (+/-2cm)    1663.0    (feet)  VERTCON   
 DA0236  ___________________________________________________________________
 DA0236  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0236
 DA0236.The horizontal coordinates were scaled from a topographic map and have
 DA0236.an estimated accuracy of +/- 6 seconds.
 DA0236
 DA0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0236.The vertical order pertains to the NGVD 29 superseded value.
 DA0236
 DA0236.The geoid height was determined by GEOID03.
 DA0236
 DA0236;                    North         East    Units  Estimated Accuracy
 DA0236;SPC AZ C     -   159,910.      203,670.      MT  (+/- 180 meters Scaled)
 DA0236
 DA0236                          SUPERSEDED SURVEY CONTROL
 DA0236
 DA0236  NGVD 29 (??/??/92)  506.257  (m)         1660.94   (f) ADJ UNCH    2 0
 DA0236
 DA0236.Superseded values are not recommended for survey control.
 DA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0236.See file dsdata.txt to determine how the superseded data were derived.
 DA0236
 DA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA041899(NAD 83)
 DA0236_MARKER: DB = BENCH MARK DISK
 DA0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0236_STAMPING: W 84 1935
 DA0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0236+STABILITY: SURFACE MOTION
 DA0236
 DA0236  HISTORY     - Date     Condition        Report By
 DA0236  HISTORY     - 1935     MONUMENTED       CGS
 DA0236
 DA0236                          STATION DESCRIPTION
 DA0236
 DA0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0236'6.0 MI S FROM GU KOMELIK.
 DA0236'IN PIMA COUNTY, 6.0 MILES SOUTH ALONG THE CASA GRANDE-COVERED WELLS
 DA0236'ROAD FROM THE WINDMILL AT GU KOMELIK, PINAL COUNTY, 300 YARDS NORTH OF
 DA0236'A ROAD CURVE TO THE SOUTHEAST, AND 41 FEET WEST OF THE CENTERLINE OF
 DA0236'THE ROAD.  A STANDARD DISK, STAMPED W 84 1935 AND SET IN THE TOP OF A
 DA0236'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1222 ***********************************************************************
 CZ1222  DESIGNATION -  W 85
 CZ1222  PID         -  CZ1222
 CZ1222  STATE/COUNTY-  AZ/PINAL
 CZ1222  USGS QUAD   -  VAIVA VO (1993)
 CZ1222
 CZ1222                         *CURRENT SURVEY CONTROL
 CZ1222  ___________________________________________________________________
 CZ1222* NAD 83(1986)-  32 43 31.     (N)    111 54 38.     (W)     SCALED    
 CZ1222* NAVD 88     -       432.23   (+/-2cm)    1418.1    (feet)  VERTCON   
 CZ1222  ___________________________________________________________________
 CZ1222  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1222
 CZ1222.The horizontal coordinates were scaled from a topographic map and have
 CZ1222.an estimated accuracy of +/- 6 seconds.
 CZ1222
 CZ1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1222.The vertical order pertains to the NGVD 29 superseded value.
 CZ1222
 CZ1222.The geoid height was determined by GEOID03.
 CZ1222
 CZ1222;                    North         East    Units  Estimated Accuracy
 CZ1222;SPC AZ C     -   191,290.      213,930.      MT  (+/- 180 meters Scaled)
 CZ1222
 CZ1222                          SUPERSEDED SURVEY CONTROL
 CZ1222
 CZ1222  NGVD 29 (??/??/92)  431.625  (m)         1416.09   (f) ADJ UNCH    2 0
 CZ1222
 CZ1222.Superseded values are not recommended for survey control.
 CZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1222.See file dsdata.txt to determine how the superseded data were derived.
 CZ1222
 CZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146211(NAD 83)
 CZ1222_MARKER: DB = BENCH MARK DISK
 CZ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1222_STAMPING: W 85 1935
 CZ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1222+STABILITY: SURFACE MOTION
 CZ1222
 CZ1222  HISTORY     - Date     Condition        Report By
 CZ1222  HISTORY     - 1935     MONUMENTED       CGS
 CZ1222  HISTORY     - 1952     GOOD             NGS
 CZ1222  HISTORY     - 1963     MARK NOT FOUND   USGS
 CZ1222  HISTORY     - 1977     GOOD             USGS
 CZ1222
 CZ1222                          STATION DESCRIPTION
 CZ1222
 CZ1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1222'1.4 MI NE FROM COCKLEBUR.
 CZ1222'1.4 MILES NORTHEAST ALONG A TRACK ROAD FROM THE WATER WELL AT
 CZ1222'COCKLEBUR, 0.5 MILE NORTH OF THE OLD ABANDONED CHURCH, ON THE
 CZ1222'SOUTHEAST SLOPE OF A LOW SANDY RIDGE, ON THE NORTHWEST EDGE OF A LARGE
 CZ1222'CLEARING, ABOUT 175 YARDS SOUTHWEST OF THE WEST END OF A LEVEE, 35 1/2
 CZ1222'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF THE
 CZ1222'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 1/2
 CZ1222'FEET HIGHER THAN THE ROAD.
 CZ1222
 CZ1222                          STATION RECOVERY (1963)
 CZ1222
 CZ1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CZ1222'MARK NOT FOUND.
 CZ1222
 CZ1222                          STATION RECOVERY (1977)
 CZ1222
 CZ1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0071 ***********************************************************************
 DA0071  DESIGNATION -  W 86
 DA0071  PID         -  DA0071
 DA0071  STATE/COUNTY-  AZ/MARICOPA
 DA0071  USGS QUAD   -  BIG HORN (1979)
 DA0071
 DA0071                         *CURRENT SURVEY CONTROL
 DA0071  ___________________________________________________________________
 DA0071* NAD 83(1986)-  32 45 39.     (N)    112 29 07.     (W)     SCALED    
 DA0071* NAVD 88     -       609.43   (+/-2cm)    1999.4    (feet)  VERTCON   
 DA0071  ___________________________________________________________________
 DA0071  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DA0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0071
 DA0071.The horizontal coordinates were scaled from a topographic map and have
 DA0071.an estimated accuracy of +/- 6 seconds.
 DA0071
 DA0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0071.The vertical order pertains to the NGVD 29 superseded value.
 DA0071
 DA0071.The geoid height was determined by GEOID03.
 DA0071
 DA0071;                    North         East    Units  Estimated Accuracy
 DA0071;SPC AZ C     -   195,370.      160,080.      MT  (+/- 180 meters Scaled)
 DA0071
 DA0071                          SUPERSEDED SURVEY CONTROL
 DA0071
 DA0071  NGVD 29 (??/??/92)  608.742  (m)         1997.18   (f) ADJ UNCH    2 0
 DA0071
 DA0071.Superseded values are not recommended for survey control.
 DA0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0071.See file dsdata.txt to determine how the superseded data were derived.
 DA0071
 DA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB608257(NAD 83)
 DA0071_MARKER: DB = BENCH MARK DISK
 DA0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0071_STAMPING: W 86 1935
 DA0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0071+STABILITY: SURFACE MOTION
 DA0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0071+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0071
 DA0071  HISTORY     - Date     Condition        Report By
 DA0071  HISTORY     - 1935     MONUMENTED       CGS
 DA0071  HISTORY     - 1952     GOOD             NGS
 DA0071  HISTORY     - 20090206 GOOD             GEOCAC
 DA0071
 DA0071                          STATION DESCRIPTION
 DA0071
 DA0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0071'9.7 MI NW FROM STOUTS WELL.
 DA0071'9.7 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0071'ON THE NORTHWEST SLOPE OF A GRADE, ABOUT 95 YARDS WEST OF A SMALL
 DA0071'STEEP HILL, 19 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5
 DA0071'FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA0071'POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 DA0071'ROAD.
 DA0071
 DA0071                          STATION RECOVERY (2009)
 DA0071
 DA0071'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0071'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0071'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0071'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0071'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0071'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0071'32 45 39.4 (N)   112 29 07.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0137 ***********************************************************************
 DA0137  DESIGNATION -  W 87
 DA0137  PID         -  DA0137
 DA0137  STATE/COUNTY-  AZ/PINAL
 DA0137  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0137
 DA0137                         *CURRENT SURVEY CONTROL
 DA0137  ___________________________________________________________________
 DA0137* NAD 83(1986)-  32 55 38.     (N)    112 05 33.     (W)     SCALED    
 DA0137* NAVD 88     -       403.92   (+/-2cm)    1325.2    (feet)  VERTCON   
 DA0137  ___________________________________________________________________
 DA0137  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DA0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0137
 DA0137.The horizontal coordinates were scaled from a topographic map and have
 DA0137.an estimated accuracy of +/- 6 seconds.
 DA0137
 DA0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0137.The vertical order pertains to the NGVD 29 superseded value.
 DA0137
 DA0137.The geoid height was determined by GEOID03.
 DA0137
 DA0137;                    North         East    Units  Estimated Accuracy
 DA0137;SPC AZ C     -   213,700.      196,920.      MT  (+/- 180 meters Scaled)
 DA0137
 DA0137                          SUPERSEDED SURVEY CONTROL
 DA0137
 DA0137  NGVD 29 (??/??/92)  403.336  (m)         1323.28   (f) ADJ UNCH    2 0
 DA0137
 DA0137.Superseded values are not recommended for survey control.
 DA0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0137.See file dsdata.txt to determine how the superseded data were derived.
 DA0137
 DA0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB978437(NAD 83)
 DA0137_MARKER: DB = BENCH MARK DISK
 DA0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0137_STAMPING: W 87 1935
 DA0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0137+STABILITY: SURFACE MOTION
 DA0137
 DA0137  HISTORY     - Date     Condition        Report By
 DA0137  HISTORY     - 1935     MONUMENTED       CGS
 DA0137  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0137  HISTORY     - 20050329 MARK NOT FOUND   EVANS
 DA0137
 DA0137                          STATION DESCRIPTION
 DA0137
 DA0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0137'12.7 MI NW FROM STANFIELD.
 DA0137'12.7 MILES NORTHWEST OF STANFIELD, PINAL COUNTY.  THIS BENCH MARK MAY
 DA0137'BE REACHED FROM THE POST OFFICE BY GOING 7.2 MILES WEST ALONG STATE
 DA0137'HIGHWAY 84, THENCE 5.5 MILES NORTH ALONG THE HIDDEN VALLEY ROAD FROM
 DA0137'THE REMAINS OF THE ORANGE VALLEY SERVICE STATION.  IT IS 0.5 MILE EAST
 DA0137'OF A SMALL HOUSE AND WINDMILL, AND 25 FEET NORTH OF THE CENTERLINE OF
 DA0137'THE ROAD.  A STANDARD DISK, STAMPED W 87 1935 AND SET IN THE TOP OF A
 DA0137'CONCRETE POST.  NOTE-- DRAIN DITCHES AT THE SITE TORE THE MARK OUT.
 DA0137
 DA0137                          STATION RECOVERY (1963)
 DA0137
 DA0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0137'MARK NOT FOUND.
 DA0137
 DA0137                          STATION RECOVERY (2005)
 DA0137
 DA0137'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 DA0137'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1375 ***********************************************************************
 CZ1375  DESIGNATION -  W 88
 CZ1375  PID         -  CZ1375
 CZ1375  STATE/COUNTY-  AZ/PINAL
 CZ1375  USGS QUAD   -  ELOY NW (1981)
 CZ1375
 CZ1375                         *CURRENT SURVEY CONTROL
 CZ1375  ___________________________________________________________________
 CZ1375* NAD 83(1986)-  32 38 32.     (N)    111 41 34.     (W)     SCALED    
 CZ1375* NAVD 88     -       476.25   (+/-2cm)    1562.5    (feet)  VERTCON   
 CZ1375  ___________________________________________________________________
 CZ1375  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CZ1375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1375
 CZ1375.The horizontal coordinates were scaled from a topographic map and have
 CZ1375.an estimated accuracy of +/- 6 seconds.
 CZ1375
 CZ1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1375.The vertical order pertains to the NGVD 29 superseded value.
 CZ1375
 CZ1375.The geoid height was determined by GEOID03.
 CZ1375
 CZ1375;                    North         East    Units  Estimated Accuracy
 CZ1375;SPC AZ C     -   182,100.      234,370.      MT  (+/- 180 meters Scaled)
 CZ1375
 CZ1375                          SUPERSEDED SURVEY CONTROL
 CZ1375
 CZ1375  NGVD 29 (??/??/92)  475.683  (m)         1560.64   (f) ADJ UNCH    2 0
 CZ1375
 CZ1375.Superseded values are not recommended for survey control.
 CZ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1375.See file dsdata.txt to determine how the superseded data were derived.
 CZ1375
 CZ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB350118(NAD 83)
 CZ1375_MARKER: DB = BENCH MARK DISK
 CZ1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1375_STAMPING: W 88 1935
 CZ1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1375+STABILITY: SURFACE MOTION
 CZ1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1375+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1375
 CZ1375  HISTORY     - Date     Condition        Report By
 CZ1375  HISTORY     - 1935     MONUMENTED       CGS
 CZ1375  HISTORY     - 1952     GOOD             NGS
 CZ1375  HISTORY     - 1966     GOOD             NGS
 CZ1375  HISTORY     - 1977     GOOD             USGS
 CZ1375  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1375
 CZ1375                          STATION DESCRIPTION
 CZ1375
 CZ1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1375'10.4 MI SE FROM WHITE HORSE PASS.
 CZ1375'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1375'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1375'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.7 MILES EAST ALONG
 CZ1375'A TRACK ROAD, THENCE 3.4 MILES SOUTHEAST ALONG A DIM TRACK ROAD, 2.5
 CZ1375'MILES SOUTHEAST OF A GATE IN A NORTH-SOUTH FENCE LINE, NEAR A POINT
 CZ1375'WHERE THE ROAD WINDS AROUND THE EAST POINT OF A MOUNTAIN, ABOUT 90
 CZ1375'YARDS NORTHEAST OF A TRIPLE GIANT SAQUARO CACTUS, ABOUT 75 YARDS
 CZ1375'SOUTHWEST OF THE SOUTHWEST BANK OF A LARGE CANAL, 21 FEET NORTHEAST OF
 CZ1375'THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A WITNESS POST, AND
 CZ1375'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CZ1375'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1375
 CZ1375                          STATION RECOVERY (1966)
 CZ1375
 CZ1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1375'RECOVERED IN GOOD CONDITION.
 CZ1375
 CZ1375                          STATION RECOVERY (1977)
 CZ1375
 CZ1375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1375'MAJOR WASHOUTS IN THE RD. HAVE CHANGED THE ALIGNMENT IN THIS AREA.
 CZ1375'THE CENTERLINE RD. MEASUREMENT SHOULD BE AMENDED TO 9 FT SW. OF
 CZ1375'CENTERLINE OF RD.
 CZ1375
 CZ1375                          STATION RECOVERY (2008)
 CZ1375
 CZ1375'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1375'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO-REACH
 CZ1375'FOLLOWS. FROM THE SUNLAND GIN ROAD EXIT ON I-10 GO SOUTH ON SUNLAND
 CZ1375'GIN ROAD 9.11 MILES TO THE INTERSECTION OF HARMON ROAD. THEN WEST ON
 CZ1375'HARMON ROAD 1.91 MILES TO A TRACK ROAD SOUTH, TURN SOUTH AND FOLLOW
 CZ1375'THE CURVING TRACK ROAD ABOUT 2.67 MILES SOUTH TO THE MARK ON THE
 CZ1375'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0892 ***********************************************************************
 CZ0892  DESIGNATION -  W 89
 CZ0892  PID         -  CZ0892
 CZ0892  STATE/COUNTY-  AZ/PIMA
 CZ0892  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0892
 CZ0892                         *CURRENT SURVEY CONTROL
 CZ0892  ___________________________________________________________________
 CZ0892* NAD 83(1986)-  32 29 53.     (N)    111 29 54.     (W)     SCALED    
 CZ0892* NAVD 88     -       628.78   (+/-2cm)    2062.9    (feet)  VERTCON   
 CZ0892  ___________________________________________________________________
 CZ0892  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0892
 CZ0892.The horizontal coordinates were scaled from a topographic map and have
 CZ0892.an estimated accuracy of +/- 6 seconds.
 CZ0892
 CZ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0892.The vertical order pertains to the NGVD 29 superseded value.
 CZ0892
 CZ0892.The geoid height was determined by GEOID03.
 CZ0892
 CZ0892;                    North         East    Units  Estimated Accuracy
 CZ0892;SPC AZ C     -   166,170.      252,670.      MT  (+/- 180 meters Scaled)
 CZ0892
 CZ0892                          SUPERSEDED SURVEY CONTROL
 CZ0892
 CZ0892  NGVD 29 (??/??/92)  628.240  (m)         2061.15   (f) ADJ UNCH    2 0
 CZ0892
 CZ0892.Superseded values are not recommended for survey control.
 CZ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0892.See file dsdata.txt to determine how the superseded data were derived.
 CZ0892
 CZ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA531957(NAD 83)
 CZ0892_MARKER: DB = BENCH MARK DISK
 CZ0892_SETTING: 80 = SET IN A BOULDER
 CZ0892_SP_SET: BOULDER
 CZ0892_STAMPING: W 89 1935
 CZ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0892+STABILITY: SURFACE MOTION
 CZ0892
 CZ0892  HISTORY     - Date     Condition        Report By
 CZ0892  HISTORY     - 1935     MONUMENTED       CGS
 CZ0892  HISTORY     - 1951     GOOD             NGS
 CZ0892
 CZ0892                          STATION DESCRIPTION
 CZ0892
 CZ0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0892'11.7 MI W FROM RED ROCK.
 CZ0892'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0892'RAILROAD STATION AT RED ROCK, THENCE 11.5 MILES WEST AND THEN
 CZ0892'SOUTHWEST ALONG A GRADED ROAD, 0.3 MILE NORTHEAST OF THE EL PASO
 CZ0892'NAUTRAL GAS LINE, 0.15 MILE SOUTHWEST OF A 39 INCH CORRUGATED METAL
 CZ0892'PIPE CULVERT UNDER THE ROAD, AND IN THE TOP OF THE APPROXIMATE CENTER
 CZ0892'OF A 4 BY 7 FEET RED BOULDER PROJECTING 1 1/2 FOOT ABOVE THE GROUND,
 CZ0892'59 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 27.6 FEET NORTHWEST
 CZ0892'OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1056 ***********************************************************************
 DV1056  DESIGNATION -  W 9
 DV1056  PID         -  DV1056
 DV1056  STATE/COUNTY-  AZ/MARICOPA
 DV1056  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 DV1056
 DV1056                         *CURRENT SURVEY CONTROL
 DV1056  ___________________________________________________________________
 DV1056* NAD 83(1986)-  33 05 24.     (N)    113 11 26.     (W)     SCALED    
 DV1056* NAVD 88     -       188.64   (+/-2cm)     618.9    (feet)  VERTCON   
 DV1056  ___________________________________________________________________
 DV1056  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DV1056  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1056
 DV1056.The horizontal coordinates were scaled from a topographic map and have
 DV1056.an estimated accuracy of +/- 6 seconds.
 DV1056
 DV1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1056.The vertical order pertains to the NGVD 29 superseded value.
 DV1056
 DV1056.The geoid height was determined by GEOID03.
 DV1056
 DV1056;                    North         East    Units  Estimated Accuracy
 DV1056;SPC AZ C     -   232,450.       94,440.      MT  (+/- 180 meters Scaled)
 DV1056
 DV1056                          SUPERSEDED SURVEY CONTROL
 DV1056
 DV1056  NGVD 29 (??/??/92)  188.032  (m)          616.90   (f) ADJ UNCH    1 2
 DV1056
 DV1056.Superseded values are not recommended for survey control.
 DV1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1056.See file dsdata.txt to determine how the superseded data were derived.
 DV1056
 DV1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB955633(NAD 83)
 DV1056_MARKER: DB = BENCH MARK DISK
 DV1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1056_STAMPING: 616.902 W 9 1927
 DV1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1056+STABILITY: SURFACE MOTION
 DV1056
 DV1056  HISTORY     - Date     Condition        Report By
 DV1056  HISTORY     - 1927     MONUMENTED       CGS
 DV1056
 DV1056                          STATION DESCRIPTION
 DV1056
 DV1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1056'10.8 MI E FROM AGUA.
 DV1056'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 100 FEET SOUTH OF THE
 DV1056'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1056'LINE.  3 TELEPHONE POLES EAST OF MILEPOST 833.  90 FEET WEST OF FENCE
 DV1056'CORNER WEST OF HIGHWAY CROSSING 833A-833B.  200 FEET WEST OF BRIDGE
 DV1056'NO. 833C.  2 MILES EAST OF MONTEZUMA SIDING.  MARK IS 1 FOOT ABOVE THE
 DV1056'GROUND LEVEL, AND 2 1/2 FEET BELOW TRACK LEVEL.  MARK IS ON THE
 DV1056'S.P.RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0333 ***********************************************************************
 ES0333  DESIGNATION -  W 9
 ES0333  PID         -  ES0333
 ES0333  STATE/COUNTY-  AZ/GILA
 ES0333  USGS QUAD   -  STRAWBERRY (1967)
 ES0333
 ES0333                         *CURRENT SURVEY CONTROL
 ES0333  ___________________________________________________________________
 ES0333* NAD 83(1986)-  34 24 09.     (N)    111 37 02.     (W)     SCALED    
 ES0333* NAVD 88     -      1153.026  (meters)    3782.89   (feet)  ADJUSTED  
 ES0333  ___________________________________________________________________
 ES0333  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 ES0333  DYNAMIC HT  -        1151.508 (meters)    3777.91  (feet)  COMP
 ES0333  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 ES0333
 ES0333  VERT ORDER  -  FIRST     CLASS II
 ES0333
 ES0333.The horizontal coordinates were scaled from a topographic map and have
 ES0333.an estimated accuracy of +/- 6 seconds.
 ES0333
 ES0333.The orthometric height was determined by differential leveling
 ES0333.and adjusted in June 1991.
 ES0333
 ES0333.The geoid height was determined by GEOID03.
 ES0333
 ES0333.The dynamic height is computed by dividing the NAVD 88
 ES0333.geopotential number by the normal gravity value computed on the
 ES0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0333.degrees latitude (g = 980.6199 gals.).
 ES0333
 ES0333.The modeled gravity was interpolated from observed gravity values.
 ES0333
 ES0333;                    North         East    Units  Estimated Accuracy
 ES0333;SPC AZ E     -   378,250.       79,990.      MT  (+/- 180 meters Scaled)
 ES0333
 ES0333                          SUPERSEDED SURVEY CONTROL
 ES0333
 ES0333  NGVD 29 (??/??/92) 1152.281  (m)         3780.44   (f) ADJ UNCH    1 2
 ES0333
 ES0333.Superseded values are not recommended for survey control.
 ES0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0333.See file dsdata.txt to determine how the superseded data were derived.
 ES0333
 ES0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD432069(NAD 83)
 ES0333_MARKER: DD = SURVEY DISK
 ES0333_SETTING: 80 = SET IN A BOULDER
 ES0333_SP_SET: BOULDER
 ES0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0333+STABILITY: SURFACE MOTION
 ES0333
 ES0333  HISTORY     - Date     Condition        Report By
 ES0333  HISTORY     - UNK      MONUMENTED       USGS
 ES0333  HISTORY     - 1933     GOOD             NGS
 ES0333
 ES0333                          STATION DESCRIPTION
 ES0333
 ES0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0333'12.8 MI NW FROM PINE.
 ES0333'AT SIDE OF HIGHWAY, 400 FEET EAST OF IRVING POWER PLANT, 300 FEET EAST
 ES0333'OF FOSSIL CREEK, 40 FEET EAST OF HIGHWAY CENTER-LINE, ON TOP OF
 ES0333'MALPAIS BOULDER PAINTED WHITE U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0915 ***********************************************************************
 CZ0915  DESIGNATION -  W 90
 CZ0915  PID         -  CZ0915
 CZ0915  STATE/COUNTY-  AZ/PIMA
 CZ0915  USGS QUAD   -  GAP TANK (1989)
 CZ0915
 CZ0915                         *CURRENT SURVEY CONTROL
 CZ0915  ___________________________________________________________________
 CZ0915* NAD 83(1986)-  32 22 33.     (N)    111 39 15.     (W)     SCALED    
 CZ0915* NAVD 88     -       602.21   (+/-2cm)    1975.8    (feet)  VERTCON   
 CZ0915  ___________________________________________________________________
 CZ0915  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0915
 CZ0915.The horizontal coordinates were scaled from a topographic map and have
 CZ0915.an estimated accuracy of +/- 6 seconds.
 CZ0915
 CZ0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0915.The vertical order pertains to the NGVD 29 superseded value.
 CZ0915
 CZ0915.The geoid height was determined by GEOID03.
 CZ0915
 CZ0915;                    North         East    Units  Estimated Accuracy
 CZ0915;SPC AZ C     -   152,570.      238,060.      MT  (+/- 180 meters Scaled)
 CZ0915
 CZ0915                          SUPERSEDED SURVEY CONTROL
 CZ0915
 CZ0915  NGVD 29 (??/??/92)  601.638  (m)         1973.87   (f) ADJ UNCH    2 0
 CZ0915
 CZ0915.Superseded values are not recommended for survey control.
 CZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0915.See file dsdata.txt to determine how the superseded data were derived.
 CZ0915
 CZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA384822(NAD 83)
 CZ0915_MARKER: DB = BENCH MARK DISK
 CZ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0915_STAMPING: W 90 1935
 CZ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0915+STABILITY: SURFACE MOTION
 CZ0915
 CZ0915  HISTORY     - Date     Condition        Report By
 CZ0915  HISTORY     - 1935     MONUMENTED       CGS
 CZ0915  HISTORY     - 1952     GOOD             NGS
 CZ0915
 CZ0915                          STATION DESCRIPTION
 CZ0915
 CZ0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0915'7.45 MI SW FROM SILVER BELL CEMETERY.
 CZ0915'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0915'THENCE 4.75 MILE SOUTHWEST ALONG A DIM TRACK ROAD, AT A WIDE GRAVEL
 CZ0915'FLAT SPOTTED WITH SHORT MESQUITE BRUSH, AT A POINT WHERE THE ROAD
 CZ0915'FOLLOWS A SANDY WASH, 13 1/2 FEET NORTH OF THE CENTER LINE OF AND
 CZ0915'ABOUT 1 FOOT HIGHER THAN THE ROAD, 2 FEET SOUTH OF A WITNESS POST, AND
 CZ0915'SET IN A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1334 ***********************************************************************
 CZ1334  DESIGNATION -  W 91
 CZ1334  PID         -  CZ1334
 CZ1334  STATE/COUNTY-  AZ/PINAL
 CZ1334  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1334
 CZ1334                         *CURRENT SURVEY CONTROL
 CZ1334  ___________________________________________________________________
 CZ1334* NAD 83(1986)-  32 34 19.     (N)    111 30 51.     (W)     SCALED    
 CZ1334* NAVD 88     -       523.43   (+/-2cm)    1717.3    (feet)  VERTCON   
 CZ1334  ___________________________________________________________________
 CZ1334  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ1334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1334
 CZ1334.The horizontal coordinates were scaled from a topographic map and have
 CZ1334.an estimated accuracy of +/- 6 seconds.
 CZ1334
 CZ1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1334.The vertical order pertains to the NGVD 29 superseded value.
 CZ1334
 CZ1334.The geoid height was determined by GEOID03.
 CZ1334
 CZ1334;                    North         East    Units  Estimated Accuracy
 CZ1334;SPC AZ C     -   174,360.      251,150.      MT  (+/- 180 meters Scaled)
 CZ1334
 CZ1334                          SUPERSEDED SURVEY CONTROL
 CZ1334
 CZ1334  NGVD 29 (??/??/92)  522.914  (m)         1715.59   (f) ADJ UNCH    2 0
 CZ1334
 CZ1334.Superseded values are not recommended for survey control.
 CZ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1334.See file dsdata.txt to determine how the superseded data were derived.
 CZ1334
 CZ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB517039(NAD 83)
 CZ1334_MARKER: DB = BENCH MARK DISK
 CZ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1334_STAMPING: W 91 1935
 CZ1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1334+STABILITY: SURFACE MOTION
 CZ1334
 CZ1334  HISTORY     - Date     Condition        Report By
 CZ1334  HISTORY     - 1935     MONUMENTED       CGS
 CZ1334  HISTORY     - 1951     GOOD             NGS
 CZ1334  HISTORY     - 1977     GOOD             USGS
 CZ1334
 CZ1334                          STATION DESCRIPTION
 CZ1334
 CZ1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1334'13.0 MI W FROM RED ROCK.
 CZ1334'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1334'RAILROAD STATION AT RED ROCK, THENCE 6.4 MILES SOUTHWEST ALONG A
 CZ1334'GRADED ROAD, THENCE 6.4 MILES NORTHWEST ALONG A GRADED ROAD, 0.5 MILE
 CZ1334'SOUTHEAST OF A CORRUGATED TIN ROOFED BUILDING, AT A SMALL SANDY
 CZ1334'CLEARING, 280 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.9 FEET
 CZ1334'NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A
 CZ1334'CONCRETE POST PROJECTING 0.7 FOOT.
 CZ1334
 CZ1334                          STATION RECOVERY (1977)
 CZ1334
 CZ1334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1334'MARK IS LOCATED 170 FT SW. CENTERLINE PRESENT RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1277 ***********************************************************************
 CZ1277  DESIGNATION -  W 92
 CZ1277  PID         -  CZ1277
 CZ1277  STATE/COUNTY-  AZ/PIMA
 CZ1277  USGS QUAD   -  SANTA ROSA MOUNTAINS NE (1989)
 CZ1277
 CZ1277                         *CURRENT SURVEY CONTROL
 CZ1277  ___________________________________________________________________
 CZ1277* NAD 83(1986)-  32 29 31.     (N)    111 47 42.     (W)     SCALED    
 CZ1277* NAVD 88     -       507.14   (+/-2cm)    1663.8    (feet)  VERTCON   
 CZ1277  ___________________________________________________________________
 CZ1277  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1277
 CZ1277.The horizontal coordinates were scaled from a topographic map and have
 CZ1277.an estimated accuracy of +/- 6 seconds.
 CZ1277
 CZ1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1277.The vertical order pertains to the NGVD 29 superseded value.
 CZ1277
 CZ1277.The geoid height was determined by GEOID03.
 CZ1277
 CZ1277;                    North         East    Units  Estimated Accuracy
 CZ1277;SPC AZ C     -   165,420.      224,790.      MT  (+/- 180 meters Scaled)
 CZ1277
 CZ1277                          SUPERSEDED SURVEY CONTROL
 CZ1277
 CZ1277  NGVD 29 (??/??/92)  506.584  (m)         1662.02   (f) ADJ UNCH    2 0
 CZ1277
 CZ1277.Superseded values are not recommended for survey control.
 CZ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1277.See file dsdata.txt to determine how the superseded data were derived.
 CZ1277
 CZ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA253952(NAD 83)
 CZ1277_MARKER: DD = SURVEY DISK
 CZ1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1277_STAMPING: W 92 1935
 CZ1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1277+STABILITY: SURFACE MOTION
 CZ1277
 CZ1277  HISTORY     - Date     Condition        Report By
 CZ1277  HISTORY     - 1935     MONUMENTED       CGS
 CZ1277  HISTORY     - 1952     GOOD             NGS
 CZ1277
 CZ1277                          STATION DESCRIPTION
 CZ1277
 CZ1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1277'11.3 MI SE FROM JACKRABBIT.
 CZ1277'SAME DESCRIPTION TO REACH AS THE GENERAL LAND OFFICE CORNER R 6E S1
 CZ1277'S7, 23.5 FEET NORTH OF THE GENERAL LAND OFFICE SECTION CORNER, 16 FEET
 CZ1277'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 9 FEET
 CZ1277'NORTH OF THE NORTH GATE POST, 2.2 FEET WEST OF A FENCE, 1.5 FEET SOUTH
 CZ1277'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ1277'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0677 ***********************************************************************
 CZ0677  DESIGNATION -  W 93 RESET
 CZ0677  PID         -  CZ0677
 CZ0677  STATE/COUNTY-  AZ/PIMA
 CZ0677  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0677
 CZ0677                         *CURRENT SURVEY CONTROL
 CZ0677  ___________________________________________________________________
 CZ0677* NAD 83(1986)-  32 15 27.     (N)    111 23 57.     (W)     SCALED    
 CZ0677* NAVD 88     -       692.17   (+/-2cm)    2270.9    (feet)  VERTCON   
 CZ0677  ___________________________________________________________________
 CZ0677  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0677
 CZ0677.The horizontal coordinates were scaled from a topographic map and have
 CZ0677.an estimated accuracy of +/- 6 seconds.
 CZ0677
 CZ0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0677.The vertical order pertains to the NGVD 29 superseded value.
 CZ0677
 CZ0677.The geoid height was determined by GEOID03.
 CZ0677
 CZ0677;                    North         East    Units  Estimated Accuracy
 CZ0677;SPC AZ C     -   139,540.      262,120.      MT  (+/- 180 meters Scaled)
 CZ0677
 CZ0677                          SUPERSEDED SURVEY CONTROL
 CZ0677
 CZ0677  NGVD 29 (??/??/92)  691.556  (m)         2268.88   (f) ADJ UNCH    2 0
 CZ0677
 CZ0677.Superseded values are not recommended for survey control.
 CZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0677.See file dsdata.txt to determine how the superseded data were derived.
 CZ0677
 CZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA624690(NAD 83)
 CZ0677_MARKER: DB = BENCH MARK DISK
 CZ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0677_STAMPING: W 93 1935 RESET 1951
 CZ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0677+STABILITY: SURFACE MOTION
 CZ0677
 CZ0677  HISTORY     - Date     Condition        Report By
 CZ0677  HISTORY     - 1951     MONUMENTED       CGS
 CZ0677
 CZ0677                          STATION DESCRIPTION
 CZ0677
 CZ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0677'19.1 MI SE FROM SILVER BELL.
 CZ0677'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0677'SILVER BELL, THENCE 19 MILES SOUTHEAST ALONG A GRAVEL ROAD, 1.5 MILES
 CZ0677'SOUTHEAST OF THE AQUA BLANCO RANCH, AND ABOUT 0.25 MILE SOUTHWEST OF A
 CZ0677'100 FEET HIGH MOUND, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2
 CZ0677'FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 CZ0677'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0677'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0622 ***********************************************************************
 CZ0622  DESIGNATION -  W 94
 CZ0622  PID         -  CZ0622
 CZ0622  STATE/COUNTY-  AZ/PIMA
 CZ0622  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0622
 CZ0622                         *CURRENT SURVEY CONTROL
 CZ0622  ___________________________________________________________________
 CZ0622* NAD 83(1986)-  32 20 51.     (N)    111 27 04.     (W)     SCALED    
 CZ0622* NAVD 88     -       740.51   (+/-2cm)    2429.5    (feet)  VERTCON   
 CZ0622  ___________________________________________________________________
 CZ0622  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0622
 CZ0622.The horizontal coordinates were scaled from a topographic map and have
 CZ0622.an estimated accuracy of +/- 6 seconds.
 CZ0622
 CZ0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0622.The vertical order pertains to the NGVD 29 superseded value.
 CZ0622
 CZ0622.The geoid height was determined by GEOID03.
 CZ0622
 CZ0622;                    North         East    Units  Estimated Accuracy
 CZ0622;SPC AZ C     -   149,490.      257,180.      MT  (+/- 180 meters Scaled)
 CZ0622
 CZ0622                          SUPERSEDED SURVEY CONTROL
 CZ0622
 CZ0622  NGVD 29 (??/??/92)  739.914  (m)         2427.53   (f) ADJ UNCH    2 0
 CZ0622
 CZ0622.Superseded values are not recommended for survey control.
 CZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0622.See file dsdata.txt to determine how the superseded data were derived.
 CZ0622
 CZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA575790(NAD 83)
 CZ0622_MARKER: DB = BENCH MARK DISK
 CZ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0622_STAMPING: W 94 1935
 CZ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0622+STABILITY: SURFACE MOTION
 CZ0622
 CZ0622  HISTORY     - Date     Condition        Report By
 CZ0622  HISTORY     - 1935     MONUMENTED       CGS
 CZ0622  HISTORY     - 1951     GOOD             NGS
 CZ0622
 CZ0622                          STATION DESCRIPTION
 CZ0622
 CZ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0622'14.2 MI SE FROM SILVER BELL.
 CZ0622'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER BELL,
 CZ0622'THENCE 10.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 4 MILES
 CZ0622'NORTHEAST ALONG A TRACK AND GRAVEL ROAD, 1 MILE NORTHEAST OF AN
 CZ0622'ABANDONED ADOBE BUILDING, 0.15 MILE NORTHEAST OF AN INTERSECTION OF A
 CZ0622'ROAD LEADING ALONG THE NORTHEAST SLOPE OF A LONG RIDGE, 29 FEET
 CZ0622'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 2.4 FEET NORTHWEST OF A
 CZ0622'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN A
 CZ0622'CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0632 ***********************************************************************
 FR0632  DESIGNATION -  W 95
 FR0632  PID         -  FR0632
 FR0632  STATE/COUNTY-  AZ/MOHAVE
 FR0632  USGS QUAD   -  MILKWEED CANYON NW (1967)
 FR0632
 FR0632                         *CURRENT SURVEY CONTROL
 FR0632  ___________________________________________________________________
 FR0632* NAD 83(1986)-  35 40 56.     (N)    113 44 18.     (W)     SCALED    
 FR0632* NAVD 88     -      1495.407  (meters)    4906.18   (feet)  POSTED    
 FR0632  ___________________________________________________________________
 FR0632  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FR0632  DYNAMIC HT  -        1493.570 (meters)    4900.15  (feet)  COMP
 FR0632  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 FR0632
 FR0632  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0632
 FR0632.The horizontal coordinates were scaled from a topographic map and have
 FR0632.an estimated accuracy of +/- 6 seconds.
 FR0632
 FR0632.The orthometric height was determined by differential leveling
 FR0632.and adjusted by the  in 1992.
 FR0632.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0632.was located on a no-check spur therefore a value was not computed.
 FR0632.No vertical observational check was made to the station.
 FR0632
 FR0632.The geoid height was determined by GEOID03.
 FR0632
 FR0632.The dynamic height is computed by dividing the NAVD 88
 FR0632.geopotential number by the normal gravity value computed on the
 FR0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0632.degrees latitude (g = 980.6199 gals.).
 FR0632
 FR0632.The modeled gravity was interpolated from observed gravity values.
 FR0632
 FR0632;                    North         East    Units  Estimated Accuracy
 FR0632;SPC AZ W     -   519,270.      214,420.      MT  (+/- 180 meters Scaled)
 FR0632
 FR0632                          SUPERSEDED SURVEY CONTROL
 FR0632
 FR0632  NGVD 29 (??/??/92) 1494.534  (m)         4903.32   (f) ADJ UNCH    2 0
 FR0632
 FR0632.Superseded values are not recommended for survey control.
 FR0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0632.See file dsdata.txt to determine how the superseded data were derived.
 FR0632
 FR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE521521(NAD 83)
 FR0632_MARKER: DB = BENCH MARK DISK
 FR0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0632_STAMPING: W 95 1935
 FR0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0632+STABILITY: SURFACE MOTION
 FR0632
 FR0632  HISTORY     - Date     Condition        Report By
 FR0632  HISTORY     - 1935     MONUMENTED       CGS
 FR0632  HISTORY     - 1967     GOOD             USGS
 FR0632
 FR0632                          STATION DESCRIPTION
 FR0632
 FR0632'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0632'26.9 MI NW FROM PEACH SPRINGS.
 FR0632'28.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0632'132 FEET NORTHWEST OF A FENCE CORNER.  TO REACH FROM THE POST OFFICE
 FR0632'AT PEACH SPRINGS GO WEST 1.9 MILES ON U.S. HIGHWAY NO. 66, TURN RIGHT
 FR0632'ON DIRT ROAD AND GO 0.8 MILES TO A Y, TAKE THE RIGHT FORK AND FOLLOW
 FR0632'THE MAIN ROAD FOR 18.7 MILES TO A CATTLE GUARD IN A FENCE LINE AND A
 FR0632'SHACK ABOUT 100 YARDS ON THE RIGHT.  CONTINUE 5.4 MILES TO A FORK.
 FR0632'TAKE THE RIGHT FORK FOR 1.2 MILES TO A RIGHT FORK LEADING TO A CORRAL.
 FR0632'THE MARK IS 15 FEET WEST OF THE ROAD AND ABOUT 100 FEET SOUTHWEST OF
 FR0632'A GATE IN THE CORRAL.  A STANDARD BRONZE BENCH MARK DISK SET IN THE
 FR0632'TOP OF A CONCRETE MONUMENT PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0633 ***********************************************************************
 FR0633  DESIGNATION -  W 96
 FR0633  PID         -  FR0633
 FR0633  STATE/COUNTY-  AZ/MOHAVE
 FR0633  USGS QUAD   -  MILKWEED CANYON NW (1967)
 FR0633
 FR0633                         *CURRENT SURVEY CONTROL
 FR0633  ___________________________________________________________________
 FR0633* NAD 83(1986)-  35 41 48.     (N)    113 42 44.     (W)     SCALED    
 FR0633* NAVD 88     -      1493.307  (meters)    4899.29   (feet)  POSTED    
 FR0633  ___________________________________________________________________
 FR0633  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FR0633  DYNAMIC HT  -        1491.480 (meters)    4893.30  (feet)  COMP
 FR0633  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 FR0633
 FR0633  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0633
 FR0633.The horizontal coordinates were scaled from a topographic map and have
 FR0633.an estimated accuracy of +/- 6 seconds.
 FR0633
 FR0633.The orthometric height was determined by differential leveling
 FR0633.and adjusted by the  in 1992.
 FR0633.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0633.was located on a no-check spur therefore a value was not computed.
 FR0633.No vertical observational check was made to the station.
 FR0633
 FR0633.The geoid height was determined by GEOID03.
 FR0633
 FR0633.The dynamic height is computed by dividing the NAVD 88
 FR0633.geopotential number by the normal gravity value computed on the
 FR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0633.degrees latitude (g = 980.6199 gals.).
 FR0633
 FR0633.The modeled gravity was interpolated from observed gravity values.
 FR0633
 FR0633;                    North         East    Units  Estimated Accuracy
 FR0633;SPC AZ W     -   520,880.      216,780.      MT  (+/- 180 meters Scaled)
 FR0633
 FR0633                          SUPERSEDED SURVEY CONTROL
 FR0633
 FR0633  NGVD 29 (??/??/92) 1492.443  (m)         4896.46   (f) ADJ UNCH    2 0
 FR0633
 FR0633.Superseded values are not recommended for survey control.
 FR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0633.See file dsdata.txt to determine how the superseded data were derived.
 FR0633
 FR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE545536(NAD 83)
 FR0633_MARKER: DB = BENCH MARK DISK
 FR0633_SETTING: 80 = SET IN A BOULDER
 FR0633_SP_SET: BOULDER
 FR0633_STAMPING: W 96 1935
 FR0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0633+STABILITY: SURFACE MOTION
 FR0633
 FR0633  HISTORY     - Date     Condition        Report By
 FR0633  HISTORY     - 1935     MONUMENTED       CGS
 FR0633  HISTORY     - 1967     GOOD             USGS
 FR0633
 FR0633                          STATION DESCRIPTION
 FR0633
 FR0633'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0633'26.9 MI NW FROM PEACH SPRINGS.
 FR0633'28.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0633'(AT NORTH TANK) PROCEED THROUGH TWO CATTLE GUARDS, CROSSING FOUR
 FR0633'DRAINS, TURN RIGHT TO A VERY DIM TRACK ROAD LEADING NORTHEAST ACROSS A
 FR0633'LOW RIDGE AND GO TO A STEEP RAVINE.  FROM HERE THE BM IS 120 FEET
 FR0633'NORTH OF TOP OF RIDGE, 30 FEET WEST OF TRACK ROAD, 5 FEET SOUTH OF A
 FR0633'ROCK CAIRN AND SET IN THE TOP OF A BLACK BOULDER,
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0178 ***********************************************************************
 FR0178  DESIGNATION -  W 98
 FR0178  PID         -  FR0178
 FR0178  STATE/COUNTY-  AZ/COCONINO
 FR0178  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0178
 FR0178                         *CURRENT SURVEY CONTROL
 FR0178  ___________________________________________________________________
 FR0178* NAD 83(1986)-  35 09 50.     (N)    112 09 35.     (W)     SCALED    
 FR0178* NAVD 88     -      2143.46   (+/-2cm)    7032.3    (feet)  VERTCON   
 FR0178  ___________________________________________________________________
 FR0178  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FR0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0178
 FR0178.The horizontal coordinates were scaled from a topographic map and have
 FR0178.an estimated accuracy of +/- 6 seconds.
 FR0178
 FR0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0178.The vertical order pertains to the NGVD 29 superseded value.
 FR0178
 FR0178.The geoid height was determined by GEOID03.
 FR0178
 FR0178;                    North         East    Units  Estimated Accuracy
 FR0178;SPC AZ C     -   461,780.      191,220.      MT  (+/- 180 meters Scaled)
 FR0178
 FR0178                          SUPERSEDED SURVEY CONTROL
 FR0178
 FR0178  NGVD 29 (??/??/92) 2142.425  (m)         7028.94   (f) ADJ UNCH    2 0
 FR0178
 FR0178.Superseded values are not recommended for survey control.
 FR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0178.See file dsdata.txt to determine how the superseded data were derived.
 FR0178
 FR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD943918(NAD 83)
 FR0178_MARKER: DB = BENCH MARK DISK
 FR0178_SETTING: 80 = SET IN A BOULDER
 FR0178_SP_SET: BOULDER
 FR0178_STAMPING: W 98 1935
 FR0178_MARK LOGO: CGS   
 FR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0178+STABILITY: SURFACE MOTION
 FR0178
 FR0178  HISTORY     - Date     Condition        Report By
 FR0178  HISTORY     - 1935     MONUMENTED       CGS
 FR0178  HISTORY     - 1982     GOOD             NGS
 FR0178
 FR0178                          STATION DESCRIPTION
 FR0178
 FR0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0178'7.3 MI S FROM WILLIAMS.
 FR0178'7.3 MILES SOUTH ALONG THE PERKINSVILLE ROAD FROM THE ATCHISON, TOPEKA
 FR0178'AND SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 75
 FR0178'FEET NORTHWEST OF THE CENTER OF A ROAD JUNCTION, 3 FEET EAST OF A U.S.
 FR0178'FOREST SERVICE METAL FIRE-BOX, AND IN THE TOP OF A SMALL BOULDER. A
 FR0178'STANDARD DISK, STAMPED W 98 1935.
 FR0178
 FR0178                          STATION RECOVERY (1982)
 FR0178
 FR0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1794 ***********************************************************************
 CZ1794  DESIGNATION -  WA 25
 CZ1794  PID         -  CZ1794
 CZ1794  STATE/COUNTY-  AZ/COCHISE
 CZ1794  USGS QUAD   -  WILDHORSE MTN (1973)
 CZ1794
 CZ1794                         *CURRENT SURVEY CONTROL
 CZ1794  ___________________________________________________________________
 CZ1794* NAD 83(1992)-  32 12 26.43195(N)    110 18 36.19684(W)     ADJUSTED  
 CZ1794* NAVD 88     -       996.54   (+/-2cm)    3269.5    (feet)  VERTCON   
 CZ1794  ___________________________________________________________________
 CZ1794  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 CZ1794  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CZ1794  HORZ ORDER  -  SECOND
 CZ1794  VERT ORDER  -  THIRD ? (See Below)
 CZ1794
 CZ1794.The horizontal coordinates were established by classical geodetic methods
 CZ1794.and adjusted by the National Geodetic Survey in August 1993.
 CZ1794
 CZ1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1794.The vertical order pertains to the NGVD 29 superseded value.
 CZ1794
 CZ1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1794
 CZ1794.The geoid height was determined by GEOID03.
 CZ1794
 CZ1794;                    North         East     Units Scale Factor Converg.
 CZ1794;SPC AZ E     -   133,865.631   199,842.741   MT  0.99990225   -0 04 35.1
 CZ1794;SPC AZ E     -   439,191.70    655,652.04   iFT  0.99990225   -0 04 35.1
 CZ1794;SPC AZ C     -   134,988.637   364,824.675   MT  1.00018283   +0 51 23.3
 CZ1794;SPC AZ C     -   442,876.11  1,196,931.35   iFT  1.00018283   +0 51 23.3
 CZ1794;UTM  12      - 3,563,627.056   565,022.626   MT  0.99965214   +0 22 03.9
 CZ1794
 CZ1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1794!SPC AZ E     -   0.99984790  x   0.99990225  =   0.99975016
 CZ1794!SPC AZ C     -   0.99984790  x   1.00018283  =   1.00003070
 CZ1794!UTM  12      -   0.99984790  x   0.99965214  =   0.99950009
 CZ1794
 CZ1794:                Primary Azimuth Mark                     Grid Az
 CZ1794:SPC AZ E     -  WA 25 AZ MK                              097 19 16.8
 CZ1794:SPC AZ C     -  WA 25 AZ MK                              096 23 18.4
 CZ1794:UTM  12      -  WA 25 AZ MK                              096 52 37.8
 CZ1794
 CZ1794|---------------------------------------------------------------------|
 CZ1794| PID    Reference Object                     Distance      Geod. Az  |
 CZ1794|                                                           dddmmss.s |
 CZ1794| CC7607 WA 25 AZ MK                                        0971441.7 |
 CZ1794| CC7608 WA 25 RM 1                           31.242 METERS 15749     |
 CZ1794| CC7609 WA 25 RM 2                           12.891 METERS 24100     |
 CZ1794|---------------------------------------------------------------------|
 CZ1794
 CZ1794                          SUPERSEDED SURVEY CONTROL
 CZ1794
 CZ1794  NAD 83(1986)-  32 12 26.42663(N)    110 18 36.19299(W) AD(       ) 2
 CZ1794  NAD 27      -  32 12 26.15600(N)    110 18 33.92900(W) AD(       ) 2
 CZ1794  NGVD 29 (07/19/86)  995.78   (m)         3267.0    (f) LEVELING    3  
 CZ1794
 CZ1794.Superseded values are not recommended for survey control.
 CZ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1794.See file dsdata.txt to determine how the superseded data were derived.
 CZ1794
 CZ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6502363627(NAD 83)
 CZ1794_MARKER: DD = SURVEY DISK
 CZ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1794
 CZ1794  HISTORY     - Date     Condition        Report By
 CZ1794  HISTORY     - 1946     MONUMENTED       USGS
 CZ1794  HISTORY     - 1947     GOOD             CGS
 CZ1794
 CZ1794                          STATION DESCRIPTION
 CZ1794
 CZ1794'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAE)
 CZ1794'STATION BUILT BUT NOT USED BY PARTY OF C.A. EGNER IN 1946.
 CZ1794'DESCRIPTION GIVEN BELOW IS COMPILED FROM RECONNAISSANCE
 CZ1794'DESCRIPTION AND BUILDERS NOTES.
 CZ1794'
 CZ1794'STATION IS LOCATED ABOUT 16 MILES, AIRLINE, N OF BENSON, ON
 CZ1794'THE E SIDE OF THE SAN PEDRO RIVER, AT THE JUNCTION OF THE
 CZ1794'REDINGTON AND WILLCOX ROADS.
 CZ1794'
 CZ1794'TO REACH FROM THE POST OFFICE IN BENSON, GO E TOWARD WILLCOX
 CZ1794'ON STATE HIGHWAY 86 FOR 1.4 MILES TO A T-INTERSECTION (0.45
 CZ1794'MILE AFTER CROSSING SAN PEDRO RIVER BRIDGE).  TURN LEFT, N,
 CZ1794'CROSS CATTLE GUARD, AND FOLLOW MACADAM ROAD 3 MILES TO THE STORE
 CZ1794'AND POST OFFICE IN POMERENE.  TURN LEFT AND GO 0.25 MILE, TURN
 CZ1794'RIGHT AND FOLLOW MAIN TRAVELED ROAD 17.2 MILES TO A
 CZ1794'T-INTERSECTION WHICH IS JUNCTION OF REDINGTON AND WILLCOX ROADS.
 CZ1794'
 CZ1794'STATION IS HERE, ABOUT 35 PACES N OF A CONCRETE PLATFORM, 16
 CZ1794'PACES WSW OF THE ROAD, AND ABOUT 3 FEET SW OF A 2- BY 4-INCH
 CZ1794'WITNESS POST.  MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY
 CZ1794'BENCH-MARK DISK, STAMPED WA 25 3267 FT 1940, AND SET IN TOP OF
 CZ1794'A 7-INCH-SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CZ1794'GROUND.
 CZ1794'
 CZ1794'THE REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN TOPS
 CZ1794'OF 8-INCH-SQUARE CONCRETE MONUMENTS.
 CZ1794'
 CZ1794'REFERENCE MARK 1, STAMPED WA 25 USGS BM NO 1 1946, IS ABOUT
 CZ1794'27 PACES S OF THE STATION, AND PROJECTS 10 INCHES ABOVE GROUND.
 CZ1794'
 CZ1794'REFERENCE MARK 2, STAMPED WA 25 USGS BM NO 2 1946, IS ABOUT
 CZ1794'12 PACES W OF THE STATION, AND PROJECTS 4 INCHES ABOVE GROUND.
 CZ1794'
 CZ1794'AZIMUTH MARK IS 0.4 MILE E OF THE STATION, ON THE N SIDE OF
 CZ1794'WILLCOX ROAD, AND 4 FEET W OF A WITNESS POST.  IT IS A BRONZE
 CZ1794'AZIMUTH DISK, STAMPED WA 25 USGS BM 1946, AND SET IN 8-INCH
 CZ1794'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 CZ1794'
 CZ1794'A 14-FOOT SIGNAL ERECTED.
 CZ1794'
 CZ1794'NO UNDERGROUND MARK.
 CZ1794'
 CZ1794'NOT OCCUPIED.
 CZ1794
 CZ1794                          STATION RECOVERY (1947)
 CZ1794
 CZ1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1794'STATION IS LOCATED ABOUT 16 MILES AIRLINE NORTH OF BENSON, ON
 CZ1794'THE EAST SIDE OF SAN PEDRO RIVER, APPROXIMATELY 100 YARDS NORTHWEST
 CZ1794'OF THE JUNCTION OF THE REDINGTON AND WILLCOX ROADS, 18 PACES
 CZ1794'WEST OF THE REDINGTON ROAD, 15 FEET NORTHWEST OF WHITE WITNESS
 CZ1794'POST.  STATION MARK IS A U.S.G.S. BRONZE DISK SET IN A 10
 CZ1794'INCH SQUARE CONCRETE POST PROJECTING 5 INCHES, AND STAMPED--WA
 CZ1794'25 3267 FEET 1940.
 CZ1794'
 CZ1794'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET HIGHER THAN STATION,
 CZ1794'SET IN NORTHEAST CORNER OF A 25 FOOT SQUARE CONCRETE PLATFORM,
 CZ1794'AND STAMPED--WA 25 USGS BM NO 1 1946.
 CZ1794'
 CZ1794'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1794'STATION, PROJECTS 2 INCHES, AND STAMPED--WA 25 USGS BM NO 2 1946.
 CZ1794'
 CZ1794'AZIMUTH MARK IS 7 PACES NORTHWEST OF CENTERLINE OF WILLCOX
 CZ1794'ROAD, 5 FEET NORTHWEST OF WHITE WITNESS POST, PROJECTS 2 INCHES,
 CZ1794'AND STAMPED--WA 25 USGS BM 1946.
 CZ1794'
 CZ1794'TO REACH FROM POST OFFICE IN BENSON, GO EASTERLY ON STATE HIGHWAY
 CZ1794'86 FOR 1.4 MILE TO A SIDE ROAD LEFT.  (THIS POINT IS ALSO 0.45
 CZ1794'MILE AFTER CROSSING BRIDGE OVER SAN PEDRO RIVER) TURN LEFT,
 CZ1794'CROSS CATTLE GUARD AND FOLLOW MACADAM ROAD FOR 3.05 MILES TO
 CZ1794'POST OFFICE AND STORE AT POMERENE.  TURN LEFT AND GO 0.25 MILE
 CZ1794'TO FORK.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD FOR 17.2
 CZ1794'MILES TO JUNCTION OF REDINGTON-WILLCOX ROADS AND STATION AS
 CZ1794'DESCRIBED ABOVE.  A DRIVE STATION.
 CZ1794'
 CZ1794'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON WILLCOX ROAD
 CZ1794'FOR 0.4 MILE TO MARK ON LEFT AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0023 ***********************************************************************
 CZ0023  DESIGNATION -  WA 7
 CZ0023  PID         -  CZ0023
 CZ0023  STATE/COUNTY-  AZ/COCHISE
 CZ0023  USGS QUAD   -  DRAGOON (1995)
 CZ0023
 CZ0023                         *CURRENT SURVEY CONTROL
 CZ0023  ___________________________________________________________________
 CZ0023* NAD 83(1986)-  32 03 25.     (N)    110 02 38.     (W)     SCALED    
 CZ0023* NAVD 88     -      1435.403  (meters)    4709.32   (feet)  ADJUSTED  
 CZ0023  ___________________________________________________________________
 CZ0023  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CZ0023  DYNAMIC HT  -        1433.196 (meters)    4702.08  (feet)  COMP
 CZ0023  MODELED GRAV-     979,051.4   (mgal)                       NAVD 88
 CZ0023
 CZ0023  VERT ORDER  -  FIRST     CLASS II
 CZ0023
 CZ0023.The horizontal coordinates were scaled from a topographic map and have
 CZ0023.an estimated accuracy of +/- 6 seconds.
 CZ0023
 CZ0023.The orthometric height was determined by differential leveling
 CZ0023.and adjusted in June 1991.
 CZ0023
 CZ0023.The geoid height was determined by GEOID03.
 CZ0023
 CZ0023.The dynamic height is computed by dividing the NAVD 88
 CZ0023.geopotential number by the normal gravity value computed on the
 CZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0023.degrees latitude (g = 980.6199 gals.).
 CZ0023
 CZ0023.The modeled gravity was interpolated from observed gravity values.
 CZ0023
 CZ0023;                    North         East    Units  Estimated Accuracy
 CZ0023;SPC AZ E     -   117,190.      224,950.      MT  (+/- 180 meters Scaled)
 CZ0023
 CZ0023                          SUPERSEDED SURVEY CONTROL
 CZ0023
 CZ0023  NGVD 29 (??/??/92) 1434.533  (m)         4706.46   (f) ADJ UNCH    1 2
 CZ0023
 CZ0023.Superseded values are not recommended for survey control.
 CZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0023.See file dsdata.txt to determine how the superseded data were derived.
 CZ0023
 CZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA902471(NAD 83)
 CZ0023_MARKER: DD = SURVEY DISK
 CZ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0023_STAMPING: WA 7 4707 1940
 CZ0023_PROJECTION: PROJECTING 16 CENTIMETERS
 CZ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0023+STABILITY: SURFACE MOTION
 CZ0023
 CZ0023  HISTORY     - Date     Condition        Report By
 CZ0023  HISTORY     - 1940     MONUMENTED       USGS
 CZ0023  HISTORY     - 1960     GOOD             NGS
 CZ0023  HISTORY     - 1980     GOOD             NGS
 CZ0023
 CZ0023                          STATION DESCRIPTION
 CZ0023
 CZ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0023'17.4 MI E FROM BENSON.
 CZ0023'17.95 MILES EAST FROM THE POST OFFICE IN BENSON, ARIZONA, ON STATE
 CZ0023'HIGHWAY 86 TO ITS INTERSECTION WITH JOHNSON ROAD, THENCE 2.0 MILES
 CZ0023'SOUTH AND EAST ALONG JOHNSON ROAD, 96 FEET WEST OF THE WEST EDGE OF A
 CZ0023'GRAVEL ROAD, 62 FEET EAST OF A FENCE AT THE TOP OF A SMALL HILL, 3
 CZ0023'FEET EAST OF A 1X4-INCH POST, SET IN THE TOP OF A 6-INCH SQUARE
 CZ0023'CONCRETE POST PROJECTING 6 INCHES.
 CZ0023
 CZ0023                          STATION RECOVERY (1980)
 CZ0023
 CZ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0023'29.3 KILOMETERS (18.25 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10
 CZ0023'FROM THE OCOTILLO STREET UNDERPASS AT BENSON, THENCE 3.4
 CZ0023'KILOMETERS (2.1 MILES) SOUTHEAST ALONG JOHNSON ROAD, AT THE
 CZ0023'SUMMIT OF A HILL, 34.7 METERS (114 FEET) NORTH OF THE NORTH
 CZ0023'CORNER OF A CATTLE GUARD, 14.6 METERS (48.0 FEET) WEST OF THE
 CZ0023'CENTERLINE OF A GRAVEL ROAD LEADING NORTH, 4.5 METERS (15.0
 CZ0023'FEET) EAST OF A FENCE LINE.
 CZ0023'THE MARK IS 2 M ABOVE JOHNSON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0005 ***********************************************************************
 CZ0005  DESIGNATION -  WA 8
 CZ0005  PID         -  CZ0005
 CZ0005  STATE/COUNTY-  AZ/COCHISE
 CZ0005  USGS QUAD   -  DRAGOON (1995)
 CZ0005
 CZ0005                         *CURRENT SURVEY CONTROL
 CZ0005  ___________________________________________________________________
 CZ0005* NAD 83(1986)-  32 01 51.     (N)    110 02 19.     (W)     SCALED    
 CZ0005* NAVD 88     -      1411.39   (+/-2cm)    4630.5    (feet)  VERTCON   
 CZ0005  ___________________________________________________________________
 CZ0005  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CZ0005  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0005
 CZ0005.The horizontal coordinates were scaled from a topographic map and have
 CZ0005.an estimated accuracy of +/- 6 seconds.
 CZ0005
 CZ0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0005.The vertical order pertains to the NGVD 29 superseded value.
 CZ0005
 CZ0005.The geoid height was determined by GEOID03.
 CZ0005
 CZ0005;                    North         East    Units  Estimated Accuracy
 CZ0005;SPC AZ E     -   114,290.      225,460.      MT  (+/- 180 meters Scaled)
 CZ0005
 CZ0005                          SUPERSEDED SURVEY CONTROL
 CZ0005
 CZ0005  NGVD 29 (??/??/92) 1410.513  (m)         4627.66   (f) ADJ UNCH    1 2
 CZ0005
 CZ0005.Superseded values are not recommended for survey control.
 CZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0005.See file dsdata.txt to determine how the superseded data were derived.
 CZ0005
 CZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA907442(NAD 83)
 CZ0005_MARKER: DD = SURVEY DISK
 CZ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0005_STAMPING: WA 8 4628 1940
 CZ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0005+STABILITY: SURFACE MOTION
 CZ0005
 CZ0005  HISTORY     - Date     Condition        Report By
 CZ0005  HISTORY     - 1940     MONUMENTED       USGS
 CZ0005  HISTORY     - 1952     GOOD             NGS
 CZ0005  HISTORY     - 1960     GOOD             NGS
 CZ0005
 CZ0005                          STATION DESCRIPTION
 CZ0005
 CZ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0005'IN DRAGOON.
 CZ0005'0.2 MILE NORTH ALONG A GRADED ROAD FROM THE SOUTHERN PACIFIC COMPANY
 CZ0005'RAILROAD STATION AT DRAGOON, AT THE SCHOOL HOUSE (NOT IN USE), 50.5
 CZ0005'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 47 1/2
 CZ0005'FEET EAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET WEST OF A
 CZ0005'NORTH-SOUTH FENCE LINE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 CZ0005'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CZ0005'FOOT ABOVE THE GROUND AND 5-FOOT UNITED STATES GEOLOGICAL SURVEY METAL
 CZ0005'TAG ON A FENCE POST STAMPED 4627.9.
 CZ0005
 CZ0005                          STATION RECOVERY (1960)
 CZ0005
 CZ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2253 ***********************************************************************
 DV2253  DESIGNATION -  WAD
 DV2253  PID         -  DV2253
 DV2253  STATE/COUNTY-  AZ/MARICOPA
 DV2253  USGS QUAD   -  WADDELL (1975)
 DV2253
 DV2253                         *CURRENT SURVEY CONTROL
 DV2253  ___________________________________________________________________
 DV2253* NAD 83(2007)-  33 35 42.39029(N)    112 26 10.49071(W)     ADJUSTED  
 DV2253* NAVD 88     -       378.6    (meters)    1242.     (feet)  VERTCON   
 DV2253  ___________________________________________________________________
 DV2253  EPOCH DATE  -        2007.00
 DV2253  X           -  -2,029,844.821 (meters)                     COMP
 DV2253  Y           -  -4,915,943.082 (meters)                     COMP
 DV2253  Z           -   3,509,318.989 (meters)                     COMP
 DV2253  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DV2253  ELLIP HEIGHT-         348.764 (meters)          (02/10/07) ADJUSTED
 DV2253  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DV2253
 DV2253  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2253  Type    PID    Designation                      North   East  Ellip
 DV2253  -------------------------------------------------------------------
 DV2253  NETWORK DV2253 WAD                               4.19   5.57   4.72
 DV2253  -------------------------------------------------------------------
 DV2253
 DV2253.The horizontal coordinates were established by GPS observations
 DV2253.and adjusted by the National Geodetic Survey in February 2007.
 DV2253
 DV2253.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2253.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2253.The horizontal coordinates are valid at the epoch date displayed above.
 DV2253.The epoch date for horizontal control is a decimal equivalence
 DV2253.of Year/Month/Day.
 DV2253
 DV2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2253
 DV2253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2253
 DV2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2253
 DV2253.The ellipsoidal height was determined by GPS observations
 DV2253.and is referenced to NAD 83.
 DV2253
 DV2253.The geoid height was determined by GEOID03.
 DV2253
 DV2253;                    North         East     Units Scale Factor Converg.
 DV2253;SPC AZ C     -   287,869.266   165,136.664   MT  0.99992866   -0 17 15.0
 DV2253;SPC AZ C     -   944,452.97    541,786.96   iFT  0.99992866   -0 17 15.0
 DV2253;UTM  12      - 3,718,188.208   366,734.239   MT  0.99981895   -0 47 41.4
 DV2253
 DV2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2253!SPC AZ C     -   0.99994525  x   0.99992866  =   0.99987391
 DV2253!UTM  12      -   0.99994525  x   0.99981895  =   0.99976421
 DV2253
 DV2253                          SUPERSEDED SURVEY CONTROL
 DV2253
 DV2253  ELLIP H (06/11/02)  348.804  (m)                       GP(       ) 4 2
 DV2253  NAD 83(1992)-  33 35 42.38857(N)    112 26 10.49037(W) AD(       ) 1
 DV2253  ELLIP H (08/23/93)  348.934  (m)                       GP(       ) 4 2
 DV2253  NAD 83(1986)-  33 35 42.38299(N)    112 26 10.49666(W) AD(       ) 1
 DV2253  NGVD 29 (09/11/89)  378.1    (m)         1240.     (f) GPS OBS     3  
 DV2253
 DV2253.Superseded values are not recommended for survey control.
 DV2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2253.See file dsdata.txt to determine how the superseded data were derived.
 DV2253
 DV2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6673418188(NAD 83)
 DV2253_MARKER: DD = SURVEY DISK
 DV2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2253+STABILITY: SURFACE MOTION
 DV2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2253+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 DV2253
 DV2253  HISTORY     - Date     Condition        Report By
 DV2253  HISTORY     - 1986     MONUMENTED       AZDT
 DV2253  HISTORY     - 20070308 GOOD             GEOCAC
 DV2253
 DV2253                          STATION DESCRIPTION
 DV2253
 DV2253'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2253'THE STATION IS LOCATED ABOUT 13 KM (8 MI) WEST OF YOUNGTOWN,
 DV2253'ARIZONA.
 DV2253'
 DV2253'TO REACH THE STATION FROM THE INTERSECTION OF COTTON LANE AND
 DV2253'CACTUS ROAD, GO WEST ON CACTUS ROAD FOR 0.97 KM (0.6 MI) TO THE
 DV2253'STATION ON THE LEFT.
 DV2253'
 DV2253'THE STATION IS A STANDARD AGS DISK
 DV2253'STAMPED---WAD 1986---,
 DV2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2253'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DV2253'1.31 METERS (4.3 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2253'1.25 METERS (4.1 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2253'7.6 METERS (25 FT) SOUTH FROM THE CENTERLINE OF CACTUS ROAD,
 DV2253'0.46 METERS (1.5 FT) SOUTH FROM AN IRRIGATION DITCH,
 DV2253'21.9 METERS (72 FT) WEST FROM A FIELD ROAD.
 DV2253'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2253'STAMPED---WAD 1986---,
 DV2253'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DV2253
 DV2253                          STATION RECOVERY (2007)
 DV2253
 DV2253'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0843 ***********************************************************************
 FR0843  DESIGNATION -  WAGNER
 FR0843  PID         -  FR0843
 FR0843  STATE/COUNTY-  AZ/COCONINO
 FR0843  USGS QUAD   -  RED BUTTE SW (1980)
 FR0843
 FR0843                         *CURRENT SURVEY CONTROL
 FR0843  ___________________________________________________________________
 FR0843* NAD 83(1992)-  35 46 07.68204(N)    112 14 05.72507(W)     ADJUSTED  
 FR0843* NAVD 88     -      1807.4    (meters)    5930.     (feet)  VERTCON   
 FR0843  ___________________________________________________________________
 FR0843  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 FR0843  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FR0843  HORZ ORDER  -  SECOND
 FR0843
 FR0843.The horizontal coordinates were established by classical geodetic methods
 FR0843.and adjusted by the National Geodetic Survey in August 1993.
 FR0843
 FR0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0843
 FR0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0843
 FR0843.The geoid height was determined by GEOID03.
 FR0843
 FR0843;                    North         East     Units Scale Factor Converg.
 FR0843;SPC AZ C     -   528,909.007   184,584.086   MT  0.99991020   -0 11 09.7
 FR0843;SPC AZ C     - 1,735,265.77    605,590.83   iFT  0.99991020   -0 11 09.7
 FR0843;UTM  12      - 3,959,008.776   388,372.545   MT  0.99975355   -0 43 18.9
 FR0843
 FR0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0843!SPC AZ C     -   0.99972006  x   0.99991020  =   0.99963029
 FR0843!UTM  12      -   0.99972006  x   0.99975355  =   0.99947368
 FR0843
 FR0843|---------------------------------------------------------------------|
 FR0843| PID    Reference Object                     Distance      Geod. Az  |
 FR0843|                                                           dddmmss.s |
 FR0843| CH4496 WAGNER RM 1                          12.777 METERS 07340     |
 FR0843| CH4497 WAGNER RM 2                          12.820 METERS 25321     |
 FR0843| FR0855 HOWARD                              APPROX. 4.4 KM 3045410.4 |
 FR0843|---------------------------------------------------------------------|
 FR0843
 FR0843                          SUPERSEDED SURVEY CONTROL
 FR0843
 FR0843  NAD 83(1986)-  35 46 07.67955(N)    112 14 05.72217(W) AD(       ) 2
 FR0843  NAD 27      -  35 46 07.71013(N)    112 14 03.11520(W) AD(       ) 2
 FR0843  NGVD 29 (07/19/86) 1806.5    (m)         5927.     (f) VERT ANG    3  
 FR0843
 FR0843.Superseded values are not recommended for survey control.
 FR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0843.See file dsdata.txt to determine how the superseded data were derived.
 FR0843
 FR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8837359009(NAD 83)
 FR0843_MARKER: DD = SURVEY DISK
 FR0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FR0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0843+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 FR0843
 FR0843  HISTORY     - Date     Condition        Report By
 FR0843  HISTORY     - 1975     MONUMENTED       AZDT
 FR0843  HISTORY     - 20000715 GOOD             AZDT
 FR0843
 FR0843                          STATION DESCRIPTION
 FR0843
 FR0843'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 FR0843'THE STATION IS LOCATED ABOUT 35.5 MILES NORTH NORTHWEST OF WILLIAMS,
 FR0843'6 MILES WEST OF STATE HIGHWAY 64 ON THE HIGHEST POINT BEFORE GROUND
 FR0843'SLOPES DOWN TO THE GRAND CANYON RAIL ROAD.
 FR0843'
 FR0843'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED WAGNER 1975
 FR0843'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 FR0843'47 FEET SOUTH OF CENTERLINE OF WILAWA RD.  (GRAVEL) AND IS MARKED
 FR0843'BY A WITNESS POST AND SIGN.
 FR0843'
 FR0843'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED WAGNER
 FR0843'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 FR0843'MARK IS 42 FEET SOUTH OF CENTERLINE OF ROAD AND IS 42.5 FEET EAST
 FR0843'OF WITNESS POST.
 FR0843'
 FR0843'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED WAGNER RM
 FR0843'2 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 43.5
 FR0843'FT. SOUTH OF CENTERLINE OF ROAD AND 41.5 FEET WEST OF WITNESS POST.
 FR0843'
 FR0843'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE HIGHWAY
 FR0843'64, 2 MILES EAST OF WILLIAMS, TRAVEL NORTH ON HIGHWAY 64 TO MILE
 FR0843'POST 221.5 AND THE INTERSECTION OF WILAWA RD., TURN LEFT, WEST, ON
 FR0843'WILAWA RD. AND TRAVEL WESTERLY 6.1 MILES TO A CROSS TRAIL THAT
 FR0843'RUNS NORTHWEST-SOUTHEAST, CONTINUE FOR 0.2 MILE TO THE STATION ON
 FR0843'THE LEFT (SOUTH).
 FR0843'
 FR0843'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FR0843
 FR0843                          STATION RECOVERY (2000)
 FR0843
 FR0843'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2000 (REH)
 FR0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1873 ***********************************************************************
 CZ1873  DESIGNATION -  WAGNER
 CZ1873  PID         -  CZ1873
 CZ1873  STATE/COUNTY-  AZ/PINAL
 CZ1873  USGS QUAD   -  LOOKOUT MTN (1972)
 CZ1873
 CZ1873                         *CURRENT SURVEY CONTROL
 CZ1873  ___________________________________________________________________
 CZ1873* NAD 83(1992)-  32 51 27.32279(N)    110 40 13.39275(W)     ADJUSTED  
 CZ1873* NAVD 88     -       731.3    (meters)    2399.     (feet)  VERTCON   
 CZ1873  ___________________________________________________________________
 CZ1873  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 CZ1873  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CZ1873  HORZ ORDER  -  FIRST
 CZ1873
 CZ1873.The horizontal coordinates were established by classical geodetic methods
 CZ1873.and adjusted by the National Geodetic Survey in August 1993.
 CZ1873
 CZ1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1873
 CZ1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1873
 CZ1873.The geoid height was determined by GEOID03.
 CZ1873
 CZ1873;                    North         East     Units Scale Factor Converg.
 CZ1873;SPC AZ C     -   206,647.733   330,007.749   MT  1.00006772   +0 40 34.5
 CZ1873;SPC AZ C     -   677,978.13  1,082,702.59   iFT  1.00006772   +0 40 34.5
 CZ1873;UTM  12      - 3,635,547.631   530,840.526   MT  0.99961173   +0 10 43.8
 CZ1873
 CZ1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1873!SPC AZ C     -   0.99988962  x   1.00006772  =   0.99995734
 CZ1873!UTM  12      -   0.99988962  x   0.99961173  =   0.99950140
 CZ1873
 CZ1873|---------------------------------------------------------------------|
 CZ1873| PID    Reference Object                     Distance      Geod. Az  |
 CZ1873|                                                           dddmmss.s |
 CZ1873| CC7611 WAGNER RM 1                           5.473 METERS 06505     |
 CZ1873| CC7610 WAGNER AZ MK                                       1194627.8 |
 CZ1873| CC7612 WAGNER RM 2                           9.025 METERS 29706     |
 CZ1873|---------------------------------------------------------------------|
 CZ1873
 CZ1873                          SUPERSEDED SURVEY CONTROL
 CZ1873
 CZ1873  NAD 83(1986)-  32 51 27.31973(N)    110 40 13.38966(W) AD(       ) 1
 CZ1873  NAD 27      -  32 51 27.07700(N)    110 40 11.02200(W) AD(       ) 1
 CZ1873  NGVD 29 (07/19/86)  730.7    (m)         2397.     (f) VERT ANG    3  
 CZ1873
 CZ1873.Superseded values are not recommended for survey control.
 CZ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1873.See file dsdata.txt to determine how the superseded data were derived.
 CZ1873
 CZ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3084135548(NAD 83)
 CZ1873_MARKER: DS = TRIANGULATION STATION DISK
 CZ1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1873
 CZ1873  HISTORY     - Date     Condition        Report By
 CZ1873  HISTORY     - 1947     MONUMENTED       CGS
 CZ1873  HISTORY     - 1967     GOOD             AMS
 CZ1873
 CZ1873                          STATION DESCRIPTION
 CZ1873
 CZ1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1873'STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF WINKELMAN
 CZ1873'AND ABOUT 9-1/2 MILES NORTH OF MAMMOTH, ON A SMALL KNOLL JUST
 CZ1873'SOUTH OF A GRADED ROAD LEADING TO THE HEWITT WAGNER RANCH.
 CZ1873'THE STATION IS ABOUT 450 FEET SOUTH OF THE ROAD, ABOUT 30
 CZ1873'FEET SOUTH OF A SAGUARO CACTUS, ON A FLAT-TOPPED KNOLL.  THE
 CZ1873'MARK IS SET FLUSH WITH THE GROUND AND STAMPED--WAGNER 1947.
 CZ1873'
 CZ1873'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND AT ABOUT
 CZ1873'THE SAME ELEVATION AS THE STATION AND STAMPED--WAGNER NO 1 1947.
 CZ1873'
 CZ1873'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE GROUND AT ABOUT
 CZ1873'THE SAME ELEVATION AS THE STATION AND STAMPED--WAGNER NO 2 1947.
 CZ1873'
 CZ1873'THE AZIMUTH MARK IS 9 PACES SOUTH OF THE ROAD, 4 FEET WEST
 CZ1873'OF A WHITE WITNESS POST, SET FLUSH WITH THE GROUND AND
 CZ1873'STAMPED--WAGNER 1947.  TO REACH FROM THE STATION, CONTINUE
 CZ1873'EAST ON ROAD FOR 0.7 MILE TO AZIMUTH MARK ON RIGHT.
 CZ1873'
 CZ1873'TO REACH THE STATION FROM THE POST OFFICE IN MAMMOTH, GO
 CZ1873'NORTHERLY ON THE HIGHWAY TO WINKELMAN FOR 9.3 MILES TO A SCHOOL
 CZ1873'HOUSE ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO SIDE
 CZ1873'ROAD RIGHT AND HEWITT WAGNER MAIL BOX ON THE LEFT (THIS ROAD
 CZ1873'IS ALSO 10.7 MILES SOUTHERLY FROM THE POST OFFICE IN WINKELMAN).
 CZ1873'TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 2.45 MILES TO A FORK.
 CZ1873'KEEP RIGHT FORK ON MAIN ROAD AND CONTINUE 0.3 MILE TO POINT
 CZ1873'ABOUT 50 YARDS BEFORE ROAD STARTS DOWN HILL.  TURN RIGHT
 CZ1873'AND GO ABOUT 0.05 ACROSS COUNTRY TO HIGHEST POINT AND STATION
 CZ1873'SITE.
 CZ1873
 CZ1873                          STATION RECOVERY (1967)
 CZ1873
 CZ1873'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 CZ1873'STATION WAGNER IS LOCATED APPROXIMATELY 10.0 AIRMILES (NE)
 CZ1873'OF MAMMOTH, ARIZONA AND 11.2 AIRMILES (SSE) OF WINKELMAN,
 CZ1873'ARIZONA.
 CZ1873'
 CZ1873'TO REACH FROM MAMMOTH PO GO (N) ON MAIN ST FOR 1.0 MI TO JCT
 CZ1873'HWY ARIZONA 77, TURN RIGHT (NW) ON HWY ARIZONA 77 AND GO FOR
 CZ1873'9.2 MI TO INTERSECTION OF ARAVAIPA CANYON ROAD, GO RIGHT (NE)
 CZ1873'ON ARAVAIPA CANYON ROAD FOR 2.5 MI TO INTERSECTION OF OLD
 CZ1873'ROAD ON RIGHT (E) GO RIGHT (E) ON OLD ROAD FOR 0.05 MI TO
 CZ1873'POINT ABOUT 50 YARDS BEFORE ROAD STARTS DOWN HILL, TURN RIGHT
 CZ1873'(SE) AND GO ABOUT 0.05 MI ACROSS COUNTRY TO HIGHEST POINT
 CZ1873'AND STATION SITE.  VEHICLE CAN BE DRIVEN TO STATION.
 CZ1873'
 CZ1873'THE STATION SITE IS ON THE HIGHEST POINT OF SMALL FLAT-TOPPED
 CZ1873'KNOLL, AMONG ROCKS AND SCATTERED BUSHES.
 CZ1873'
 CZ1873'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED WAGNER
 CZ1873'1947.  IT IS CEMENTED IN A CONCRETE MONUMENT 1 FT X 1 FT PROJECTING
 CZ1873'ONE INCH.
 CZ1873'
 CZ1873'R.M. 1 IS A USC AND GS DISK SET IN CONCRETE STAMPED WAGNER
 CZ1873'NO 1 1947.  FROM THE STATION IT IS N 48 DEG E.
 CZ1873'AT A DISTANCE OF 5.472M AND A DE OF -0.024M.
 CZ1873'
 CZ1873'R.M. 2 IS A USC AND GS DISK SET IN CONCRETE STAMPED WAGNER
 CZ1873'NO 2 1947.  FROM THE STATION IT IS N 78 DEG W
 CZ1873'AT A DISTANCE OF 9.026M AND A DE OF -0.314M.
 CZ1873'
 CZ1873'THE AZ MARK IS A USC AND GS DISK STAMPED WAGNER 1947 SET
 CZ1873'IN CONCRETE.  THE AZ MARK IS APPROXIMATELY 0.5 MI (E) OF THE
 CZ1873'STATION, 10 FT (S) OF ARAVAIPA CANYON RD.  TO REACH FROM
 CZ1873'THE STATION CONTINUE (E) ON ARAVAIPA CANYON RD FOR 0.7 MI TO
 CZ1873'AZ MARK ON RIGHT.
 CZ1873'
 CZ1873'CONDITION OF ALL MARKS IS EXCELLENT.
 CZ1873'
 CZ1873'THE HEIGHT OF THE TRIPOD WAS 1.64M, THE VIEW FROM THIS HEIGHT
 CZ1873'IS CLEAR IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2193 ***********************************************************************
 DV2193  DESIGNATION -  WAGNER
 DV2193  PID         -  DV2193
 DV2193  STATE/COUNTY-  AZ/MARICOPA
 DV2193  USGS QUAD   -  WHITE TANK MTS NE (1978)
 DV2193
 DV2193                         *CURRENT SURVEY CONTROL
 DV2193  ___________________________________________________________________
 DV2193* NAD 83(1992)-  33 38 34.54328(N)    112 37 25.44509(W)     ADJUSTED  
 DV2193* NAVD 88     -       691.4    (meters)    2268.     (feet)  VERTCON   
 DV2193  ___________________________________________________________________
 DV2193  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 DV2193  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV2193  HORZ ORDER  -  SECOND
 DV2193
 DV2193.The horizontal coordinates were established by classical geodetic methods
 DV2193.and adjusted by the National Geodetic Survey in August 1993.
 DV2193
 DV2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2193
 DV2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2193
 DV2193.The geoid height was determined by GEOID03.
 DV2193
 DV2193;                    North         East     Units Scale Factor Converg.
 DV2193;SPC AZ C     -   293,275.977   147,771.528   MT  0.99995302   -0 23 30.3
 DV2193;SPC AZ C     -   962,191.53    484,814.72   iFT  0.99995302   -0 23 30.3
 DV2193;UTM  12      - 3,723,748.057   349,419.276   MT  0.99987954   -0 53 59.1
 DV2193
 DV2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2193!SPC AZ C     -   0.99989619  x   0.99995302  =   0.99984921
 DV2193!UTM  12      -   0.99989619  x   0.99987954  =   0.99977574
 DV2193
 DV2193:                Primary Azimuth Mark                     Grid Az
 DV2193:SPC AZ C     -  H 7 1576.9                               001 56 12.5
 DV2193:UTM  12      -  H 7 1576.9                               002 26 41.3
 DV2193
 DV2193|---------------------------------------------------------------------|
 DV2193| PID    Reference Object                     Distance      Geod. Az  |
 DV2193|                                                           dddmmss.s |
 DV2193| CH5634 H 7 1576.9                                         0013242.2 |
 DV2193| CH5687 WAGNER RM 1                          11.656 METERS 08808     |
 DV2193| CH5688 WAGNER RM 2                           5.153 METERS 21216     |
 DV2193|---------------------------------------------------------------------|
 DV2193
 DV2193                          SUPERSEDED SURVEY CONTROL
 DV2193
 DV2193  NAD 83(1986)-  33 38 34.53894(N)    112 37 25.44922(W) AD(       ) 2
 DV2193  NAD 27      -  33 38 34.40900(N)    112 37 22.82700(W) AD(       ) 2
 DV2193  NGVD 29 (07/19/86)  690.8    (m)         2266.     (f) VERT ANG    3  
 DV2193
 DV2193.Superseded values are not recommended for survey control.
 DV2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2193.See file dsdata.txt to determine how the superseded data were derived.
 DV2193
 DV2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4941923748(NAD 83)
 DV2193_MARKER: DS = TRIANGULATION STATION DISK
 DV2193_SETTING: 66 = SET IN ROCK OUTCROP
 DV2193
 DV2193  HISTORY     - Date     Condition        Report By
 DV2193  HISTORY     - 1947     MONUMENTED       CGS
 DV2193  HISTORY     - 1967     GOOD             AMS
 DV2193  HISTORY     - 20060401 POOR             GEOCAC
 DV2193
 DV2193                          STATION DESCRIPTION
 DV2193
 DV2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2193'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE SOUTHWEST OF
 DV2193'WITTMANN AND ABOUT 4 MILES AIRLINE SOUTH OF WAGNER WELL, ON
 DV2193'THE NORTH END OF THE LAST HIGH POINT OF THE RIDGE EXTENDING
 DV2193'NORTH FROM THE WEST END OF THE WHITE TANK MOUNTIAINS, THE POINT
 DV2193'BREAKS OFF SHARP TO THE NORTH TO A LOWER KNOLL AND A HIGHER ROCKY
 DV2193'POINT LIES ABOUT 0.1 MILE SOUTH OF THE POINT.  ON THE WEST END
 DV2193'OF RIDGE, IT IS NORTHWEST OF AND ABOUT 5 FEET LOWER THAN THE
 DV2193'HIGHEST POINT, FLUSH AND IS STAMPED WAGNER 1947.
 DV2193'
 DV2193'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 DV2193'THE STATION, 6 FEET SOUTHWEST OF THE NORTHEAST BRIM, SET FLUSH
 DV2193'AND IS STAMPED WAGNER NO 1 1947.
 DV2193'
 DV2193'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN
 DV2193'THE STATION, SET FLUSH AND IS STAMPED WAGNER NO 2 1947.
 DV2193'
 DV2193'THE AZIMUTH MARK IS A BUREAU OF RECLAMATION BENCH MARK, SET
 DV2193'IN TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES, 22 FEET NORTHEAST
 DV2193'OF A FENCE CORNER, 15 PACES NORTH OF THE CENTER LINE OF ROAD,
 DV2193'AT THE POINT IN DESCRIPTION WHERE IT MENTIONS A FORK AT A
 DV2193'FENCE CORNER JUST NORTH OF RANCH BUILDING, STAMPED H 7 1576.9.
 DV2193'
 DV2193'TO REACH FROM THE SERVICE STATION AND CAFE IN WITTMANN, GO
 DV2193'NORTHWEST ON U.S. 60 AND 70 FOR 0.3 MILE TO A SIDE ROAD LEFT.
 DV2193'TURN LEFT OFF HIGHWAY THROUGH CATTLE GUARD AND GO SOUTH FOR 3.0
 DV2193'MILES TO A T ROAD RIGHT.  TAKE LEFT FORK STRAIGHT AHEAD FOR 1.0
 DV2193'MILE TO A LOCKED GATE AT AIR FIELD.  TURN RIGHT AND GO WEST AROUND
 DV2193'WEST SIDE OF AIR FIELD FOR 1.0 MILE TO A FORK.  TAKE THE LEFT
 DV2193'FORK AND GO SOUTHEAST THEN SOUTH FOR 2.75 MILES TO A T
 DV2193'INTERSECTION.  TURN RIGHT AND GO WEST FOR 1.45 MILE TO A FORK.
 DV2193'TAKE LEFT FORK AND SWING SOUTH FOR 0.3 MILE TO A
 DV2193'RANCH HOUSE.  TURN RIGHT ALONG CORRAL FENCE AND FOLLOW BLADED
 DV2193'ROAD FOR 2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND
 DV2193'CONTINUE WEST ON MAIN TRAVELED ROAD FOR 2 MILES TO A
 DV2193'FORK AT FENCE CORNER JUST NORTH OF RANCH BUILDINGS.
 DV2193'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO A CORRAL GATE.  PASS
 DV2193'THROUGH GATE AND GO SOUTH TO RIGHT OF DIRT TANK FOR 0.2
 DV2193'MILE TO A GATE SOUTH OF TANK.  PASS THROUGH GATE, TURN RIGHT AND GO
 DV2193'SOUTH FOR 2.1 MILES TO Y FORK.  KEEP RIGHT FORK AND GO 0.1
 DV2193'MILE TO A FORK.  KEEP RIGHT FORK AND GO SOUTH FOR 0.7
 DV2193'MILE TO DIM TRACKS LEFT AND RAGS TIED ON BUSHES.  TURN
 DV2193'LEFT AND FOLLOW TRACKS EAST ACROSS COUNTRY ALONG LOW
 DV2193'RIDGE FOR 0.5 MILE TO FOOT OF STEEP HILL AND END OF TRUCK
 DV2193'TRAVEL.
 DV2193'
 DV2193'FROM HERE PACK EAST UP SLOPE TO TOP OF RIDGE AT NORTH END AND
 DV2193'STATION SIGHT.  A 20 MINUTE PACK.
 DV2193
 DV2193                          STATION RECOVERY (1967)
 DV2193
 DV2193'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (BWC)
 DV2193'THE STA. MARK, R.M. NO. 1, R.M. NO. 2 AND AZ. MK WERE ALL
 DV2193'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 DV2193'
 DV2193'CHECK DIST. TO R.M.S
 DV2193'
 DV2193'R.M. NO.1 PUB. DIST. 11.656 M. CHECK 11.650 M.
 DV2193'R.M. NO. 2 PUB DIST. 5.153 M. CHECK 5.510 M.
 DV2193
 DV2193                          STATION RECOVERY (2006)
 DV2193
 DV2193'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2193'THE STATION MARK HAS BEEN REMOVED, AND A LARGE NAIL IS NOW THERE IN
 DV2193'IT'S PLACE. RM1 WAS RECOVERED IN GOOD CONDITION. RM2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1485 ***********************************************************************
 DA1485  DESIGNATION -  WAHAK
 DA1485  PID         -  DA1485
 DA1485  STATE/COUNTY-  AZ/PIMA
 DA1485  USGS QUAD   -  WEST OF WAHAK HOTRONTK (1990)
 DA1485
 DA1485                         *CURRENT SURVEY CONTROL
 DA1485  ___________________________________________________________________
 DA1485* NAD 83(1992)-  32 11 19.57694(N)    112 24 06.04385(W)     ADJUSTED  
 DA1485* NAVD 88     -       595.7    (meters)    1954.     (feet)  VERTCON   
 DA1485  ___________________________________________________________________
 DA1485  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DA1485  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DA1485  HORZ ORDER  -  SECOND
 DA1485
 DA1485.The horizontal coordinates were established by classical geodetic methods
 DA1485.and adjusted by the National Geodetic Survey in August 1993.
 DA1485
 DA1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1485
 DA1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1485
 DA1485.The geoid height was determined by GEOID03.
 DA1485
 DA1485;                    North         East     Units Scale Factor Converg.
 DA1485;SPC AZ C     -   131,900.611   167,628.157   MT  0.99992578   -0 15 30.2
 DA1485;SPC AZ C     -   432,744.79    549,961.15   iFT  0.99992578   -0 15 30.2
 DA1485;UTM  12      - 3,562,220.963   367,870.171   MT  0.99981530   -0 44 48.5
 DA1485
 DA1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1485!SPC AZ C     -   0.99991138  x   0.99992578  =   0.99983717
 DA1485!UTM  12      -   0.99991138  x   0.99981530  =   0.99972670
 DA1485
 DA1485:                Primary Azimuth Mark                     Grid Az
 DA1485:SPC AZ C     -  SIMON                                    096 08 41.3
 DA1485:UTM  12      -  SIMON                                    096 37 59.6
 DA1485
 DA1485|---------------------------------------------------------------------|
 DA1485| PID    Reference Object                     Distance      Geod. Az  |
 DA1485|                                                           dddmmss.s |
 DA1485| DA1479 SIMON                               APPROX. 8.1 KM 0955311.1 |
 DA1485| CH5689 WAHAK RM 1                           12.710 METERS 09854     |
 DA1485| CH5690 WAHAK RM 2                           13.228 METERS 27738     |
 DA1485|---------------------------------------------------------------------|
 DA1485
 DA1485                          SUPERSEDED SURVEY CONTROL
 DA1485
 DA1485  NAD 83(1986)-  32 11 19.56879(N)    112 24 06.04600(W) AD(       ) 2
 DA1485  NAD 27      -  32 11 19.33419(N)    112 24 03.54662(W) AD(       ) 2
 DA1485  NGVD 29 (07/19/86)  595.0    (m)         1952.     (f) VERT ANG    3  
 DA1485
 DA1485.Superseded values are not recommended for survey control.
 DA1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1485.See file dsdata.txt to determine how the superseded data were derived.
 DA1485
 DA1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA6787062221(NAD 83)
 DA1485_MARKER: DD = SURVEY DISK
 DA1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1485
 DA1485  HISTORY     - Date     Condition        Report By
 DA1485  HISTORY     - 1979     MONUMENTED       AZDT
 DA1485  HISTORY     - 19970306 GOOD             USPSQD
 DA1485  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 DA1485
 DA1485                          STATION DESCRIPTION
 DA1485
 DA1485'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 DA1485'THE STATION IS ABOUT 29 MILES EAST-SOUTHEAST OF AJO, 16 MILES WEST OF
 DA1485'QUIJOTOA ALONG THE SOUTH RIGHT-OF-WAY OF STATE ROUTE 86.
 DA1485'
 DA1485'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED WAHAK 1979 AND IS
 DA1485'SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 98 FEET SOUTH OF HWY.
 DA1485'CENTERLINE, 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 15 FEET
 DA1485'EAST OF A GATE IN THE FENCE LINE AND IS MARKED WITH A WITNESS POST AND
 DA1485'SIGN 2.2 FEET TO THE SOUTH.
 DA1485'
 DA1485'RM 1 IS AN ADOT HWY. DIVISION DISK STAMPED WAHAK RM 1 1979 SET IN A
 DA1485'10 INCH DIAMETER CONCRETE MONUMENT 98 FEET SOUTH OF HWY. CENTERLINE
 DA1485'AND 2 FEET NORTH OF FENCE LINE.
 DA1485'
 DA1485'RM 2 IS AN ADOT HWY. DIVISION DISK STAMPED WAHAK RM 2 1979 AND IS SET
 DA1485'IN A 10 INCH DIAMETER CONCRETE MONUMENT, 98 FEET SOUTH OF HWY.
 DA1485'CENTERLINE AND 2 FEET NORTH OF R/W FENCE.
 DA1485'
 DA1485'TO REACH THE STATION FROM THE SAN SIMON INDIAN SCHOOL LOCATED 1.6
 DA1485'MILES WEST OF TRACY ON STATE HWY. 86, TRAVEL WEST ON HWY. FOR 0.3 MILE
 DA1485'TO MILE POST 74.75 AND THE STATION ON THE LEFT INSIDE THE SOUTH R/W.
 DA1485
 DA1485                          STATION RECOVERY (1997)
 DA1485
 DA1485'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1485'RECOVERED IN GOOD CONDITION.
 DA1485
 DA1485                          STATION RECOVERY (1999)
 DA1485
 DA1485'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0735 ***********************************************************************
 DT0735  DESIGNATION -  WAHL
 DT0735  PID         -  DT0735
 DT0735  STATE/COUNTY-  AZ/APACHE
 DT0735  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0735
 DT0735                         *CURRENT SURVEY CONTROL
 DT0735  ___________________________________________________________________
 DT0735* NAD 83(1992)-  33 59 29.89524(N)    109 22 51.18583(W)     ADJUSTED  
 DT0735* NAVD 88     -      2978.2    (meters)    9771.     (feet)  VERTCON   
 DT0735  ___________________________________________________________________
 DT0735  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DT0735  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DT0735  HORZ ORDER  -  FIRST
 DT0735
 DT0735.The horizontal coordinates were established by classical geodetic methods
 DT0735.and adjusted by the National Geodetic Survey in August 1993.
 DT0735
 DT0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0735
 DT0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0735
 DT0735.The geoid height was determined by GEOID03.
 DT0735
 DT0735;                    North         East     Units Scale Factor Converg.
 DT0735;SPC AZ E     -   332,004.679   285,954.989   MT  0.99996494   +0 26 21.6
 DT0735;SPC AZ E     - 1,089,254.20    938,172.54   iFT  0.99996494   +0 26 21.6
 DT0735;UTM  12      - 3,762,410.260   649,543.938   MT  0.99987568   +0 54 19.3
 DT0735
 DT0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0735!SPC AZ E     -   0.99953618  x   0.99996494  =   0.99950114
 DT0735!UTM  12      -   0.99953618  x   0.99987568  =   0.99941192
 DT0735
 DT0735:                Primary Azimuth Mark                     Grid Az
 DT0735:SPC AZ E     -  SAFFELL                                  060 00 37.6
 DT0735:UTM  12      -  SAFFELL                                  059 32 39.9
 DT0735
 DT0735|---------------------------------------------------------------------|
 DT0735| PID    Reference Object                     Distance      Geod. Az  |
 DT0735|                                                           dddmmss.s |
 DT0735| ER0488 SAFFELL                             APPROX.10.9 KM 0602659.2 |
 DT0735| CD3797 WAHL RM 1                            19.736 METERS 06136     |
 DT0735| CD3796 WAHL AZ MK                                         1221254.7 |
 DT0735| CD3798 WAHL RM 2                            12.482 METERS 31136     |
 DT0735|---------------------------------------------------------------------|
 DT0735
 DT0735                          SUPERSEDED SURVEY CONTROL
 DT0735
 DT0735  NAD 83(1986)-  33 59 29.89348(N)    109 22 51.19144(W) AD(       ) 1
 DT0735  NAD 27      -  33 59 29.71618(N)    109 22 48.87477(W) AD(       ) 1
 DT0735  NGVD 29 (07/19/86) 2977.0    (m)         9767.     (f) VERT ANG    3  
 DT0735
 DT0735.Superseded values are not recommended for survey control.
 DT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0735.See file dsdata.txt to determine how the superseded data were derived.
 DT0735
 DT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC4954462410(NAD 83)
 DT0735_MARKER: DS = TRIANGULATION STATION DISK
 DT0735_SETTING: 66 = SET IN ROCK OUTCROP
 DT0735_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DT0735
 DT0735  HISTORY     - Date     Condition        Report By
 DT0735  HISTORY     - 1936     MONUMENTED       CGS
 DT0735  HISTORY     - 1967     GOOD             CGS
 DT0735
 DT0735                          STATION DESCRIPTION
 DT0735
 DT0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 DT0735'ABOUT 11.0 MILES S OF SPRINGERVILLE ON THE SUMMIT OF A HIGH
 DT0735'PROMINENT PEAK KNOWN AS WAHL KNOLL IN SEC. 22, T. 7 N, R. 28 E,
 DT0735'ON LAND OF THE APACHE NATIONAL FOREST.  THE PEAK IS WOODED ON ITS
 DT0735'NORTHERN SLOPE AND BARE ON ITS SOUTHERN SLOPE.  STATION IS 18
 DT0735'FEET NNE OF A ROCK CAIRN.
 DT0735'
 DT0735'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 DT0735'IN OUTCROPPING ROCK.
 DT0735'
 DT0735'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN DRILL HOLES
 DT0735'IN OUTCROPPING ROCK.
 DT0735'
 DT0735'REFERENCE MARK NO. 1 IS 64.75 FEET FROM THE STATION.
 DT0735'
 DT0735'REFERENCE MARK NO. 2 IS 40.95 FEET FROM THE STATION.
 DT0735'
 DT0735'AZIMUTH MARK IS 25 FEET N OF THE ROAD AND APPROXIMATELY 1.5
 DT0735'MILES FROM THE STATION S 57 DEG 47 MIN E.
 DT0735
 DT0735                          STATION RECOVERY (1967)
 DT0735
 DT0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 DT0735'STATION WAHL IS LOCATED APPROXIMATELY 27.0 AIRMILES (SE) OF
 DT0735'MC NARY AND 20.0 AIRMILES (NE) OF MAVERICK, ARIZONA.
 DT0735'
 DT0735'TO REACH FROM POST OFFICE IN MC NARY GO (N) FOR ONE BLOCK TO
 DT0735'JCT, TURN RIGHT (E) ON HWY 73 AND GO 17.1 MI TO JCT OF HWY 73 AND
 DT0735'273, TURN RIGHT (S) ON HWY 273 AND CONTINUE FOR 16.5 MI TO A Y
 DT0735'AND SIGN BIG LAKE, TAKE THE LEFT FORK (NE) LEAVING HWY 273 AND
 DT0735'CONTINUE FOR 6.0 MI TO A CONCRETE CULVERT, AT THIS POINT TURN
 DT0735'LEFT (NW) AND TRAVEL CROSS COUNTRY FOR 0.5 MI TO A GATE,
 DT0735'CONTINUE THROUGH FOR AN ADDITIONAL 1.0 MI TO TOP OF SUMMIT AND
 DT0735'STATION SITE.  THE STATION IS THE HIGHEST POINT OF A GRASSY
 DT0735'HILLTOP WITH WOODS TO THE NORTH.
 DT0735'
 DT0735'THE STATION MARK IS A STANDARD USC AND GS BRONZE TRIANGULATION
 DT0735'STATION DISK CEMENTED IN ROCK PROTRUDING 2 IN AND STAMPED
 DT0735'WAHL 1936.
 DT0735'
 DT0735'R.M. 1 IS A STANDARD USC AND GS R.M. DISK CEMENTED IN ROCK
 DT0735'PROTRUDING 6 IN AND STAMPED WAHL NO 1 1936.  FROM THE STATION
 DT0735'IT IS (NE) ON A MAG AZ OF 61 DEG AT A DISTANCE OF 19.655M
 DT0735'AND A DE OF -1.15M.
 DT0735'
 DT0735'R.M. 2 IS A STANDARD USC AND GS R.M. DISK CEMENTED IN ROCK
 DT0735'PROTRUDING 4 IN AND STAMPED WAHL NO 2 1936.  FROM THE STATION
 DT0735'IT IS (NW) ON A MAG AZ OF 310 DEG AT A DISTANCE OF 12.315M
 DT0735'AND A DE OF -1.15M.
 DT0735'
 DT0735'THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 DT0735'
 DT0735'CONDITION OF ALL MARKS RECOVERED WAS EXCELLENT.
 DT0735'
 DT0735'THE VIEW FROM HEIGHT OF TRIPOD (1.30M) IS GOOD TO THE (S) BUT IS
 DT0735'BLOCKED FROM MAG AZ 288 DEG TO 80 DEG DUE TO HEAVY WOODS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1147 ***********************************************************************
 CG1147  DESIGNATION -  WAHOO
 CG1147  PID         -  CG1147
 CG1147  STATE/COUNTY-  AZ/PIMA
 CG1147  USGS QUAD   -  SELLS WEST (1982)
 CG1147
 CG1147                         *CURRENT SURVEY CONTROL
 CG1147  ___________________________________________________________________
 CG1147* NAD 83(1992)-  31 55 10.76452(N)    111 53 14.63490(W)     ADJUSTED  
 CG1147* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 CG1147  ___________________________________________________________________
 CG1147  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CG1147  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 CG1147  HORZ ORDER  -  SECOND
 CG1147
 CG1147.The horizontal coordinates were established by classical geodetic methods
 CG1147.and adjusted by the National Geodetic Survey in August 1993.
 CG1147
 CG1147.The orthometric height was scaled from a topographic map.
 CG1147
 CG1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1147
 CG1147.The geoid height was determined by GEOID03.
 CG1147
 CG1147;                    North         East     Units Scale Factor Converg.
 CG1147;SPC AZ C     -   101,959.344   216,127.765   MT  0.99990009   +0 00 55.7
 CG1147;SPC AZ C     -   334,512.28    709,080.59   iFT  0.99990009   +0 00 55.7
 CG1147;UTM  12      - 3,531,873.834   416,105.963   MT  0.99968680   -0 28 09.2
 CG1147
 CG1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1147!SPC AZ C     -   0.99988655  x   0.99990009  =   0.99978665
 CG1147!UTM  12      -   0.99988655  x   0.99968680  =   0.99957339
 CG1147
 CG1147|---------------------------------------------------------------------|
 CG1147| PID    Reference Object                     Distance      Geod. Az  |
 CG1147|                                                           dddmmss.s |
 CG1147| CH5691 WAHOO RM 1                            4.050 METERS 08142     |
 CG1147| CH5692 WAHOO RM 2                            6.910 METERS 21757     |
 CG1147| CG0628 C 38                                               2193453.1 |
 CG1147|---------------------------------------------------------------------|
 CG1147
 CG1147                          SUPERSEDED SURVEY CONTROL
 CG1147
 CG1147  NAD 83(1986)-  31 55 10.75773(N)    111 53 14.63425(W) AD(       ) 2
 CG1147  NAD 27      -  31 55 10.48800(N)    111 53 12.19100(W) AD(       ) 2
 CG1147
 CG1147.Superseded values are not recommended for survey control.
 CG1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1147.See file dsdata.txt to determine how the superseded data were derived.
 CG1147
 CG1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA1610631874(NAD 83)
 CG1147_MARKER: DS = TRIANGULATION STATION DISK
 CG1147_SETTING: 66 = SET IN ROCK OUTCROP
 CG1147
 CG1147  HISTORY     - Date     Condition        Report By
 CG1147  HISTORY     - 1936     MONUMENTED       CGS
 CG1147  HISTORY     - 20050420 GOOD             INDIV
 CG1147
 CG1147                          STATION DESCRIPTION
 CG1147
 CG1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1147'ABOUT 0.5 MILE, AIR LINE, NORTHWEST OF SELLS POST OFFICE AND 0.2 MILE
 CG1147'EAST OF SELLS-AJO HIGHWAY, ON A SMALL, LONE, ROCKY KNOLL, ABOUT 150
 CG1147'FEET HIGHER THAN SURROUNDING FLATS.  MARKED BY A STANDARD BRONZE DISK
 CG1147'TRIANGULATION STATION MARK WEDGED IN A DRILL HOLE IN OUTCROPPING
 CG1147'BEDROCK.  REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK
 CG1147'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, IS 4.050 METERS (13.29
 CG1147'FEET) FROM STATION N 81 DEG 42 MIN E.  REFERENCE MARK NO. 2, A
 CG1147'STANDARD BRONZE REFERENCE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 CG1147'BEDROCK, IS 6.910 METERS (22.67 FEET) FROM STATION S 37 DEG 57 MIN W.
 CG1147'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 CG1147'MARK DISK SET IN TOP OF CONCRETE POST AND STAMPED C 38 1933, 21 YARDS
 CG1147'EAST OF CENTERLINE OF SELLS-AJO HIGHWAY AND 0.2 MILE FROM STATION S 39
 CG1147'DEG 35 MIN W.
 CG1147
 CG1147                          STATION RECOVERY (2005)
 CG1147
 CG1147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JB)
 CG1147'DESCRIPTION NEES TO BE CHANGED AS FOLLOWS.  REFERENCE MARK NO. 2, WAS
 CG1147'UNRECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0275 ***********************************************************************
 GP0275  DESIGNATION -  WAHWEAP
 GP0275  PID         -  GP0275
 GP0275  STATE/COUNTY-  AZ/COCONINO
 GP0275  USGS QUAD   -  FERRY SWALE (1985)
 GP0275
 GP0275                         *CURRENT SURVEY CONTROL
 GP0275  ___________________________________________________________________
 GP0275* NAD 83(1992)-  36 59 51.53736(N)    111 30 52.57182(W)     ADJUSTED  
 GP0275* NAVD 88     -      1238.927  (meters)    4064.71   (feet)  ADJUSTED  
 GP0275  ___________________________________________________________________
 GP0275  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 GP0275  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0275  DYNAMIC HT  -        1237.528 (meters)    4060.12  (feet)  COMP
 GP0275  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 GP0275
 GP0275  HORZ ORDER  -  FIRST
 GP0275  VERT ORDER  -  FIRST     CLASS II
 GP0275
 GP0275.The horizontal coordinates were established by classical geodetic methods
 GP0275.and adjusted by the National Geodetic Survey in August 1993.
 GP0275
 GP0275.The orthometric height was determined by differential leveling
 GP0275.and adjusted in June 1991.
 GP0275
 GP0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0275
 GP0275.The geoid height was determined by GEOID03.
 GP0275
 GP0275.The dynamic height is computed by dividing the NAVD 88
 GP0275.geopotential number by the normal gravity value computed on the
 GP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0275.degrees latitude (g = 980.6199 gals.).
 GP0275
 GP0275.The modeled gravity was interpolated from observed gravity values.
 GP0275
 GP0275;                    North         East     Units Scale Factor Converg.
 GP0275;SPC AZ C     -   665,284.806   249,145.938   MT  0.99991577   +0 14 31.0
 GP0275;SPC AZ C     - 2,182,692.93    817,407.93   iFT  0.99991577   +0 14 31.0
 GP0275;SPC UT S     - 3,036,734.018   498,700.039   MT  1.00004477   -0 00 32.2
 GP0275;UTM  12      - 4,094,735.341   454,211.043   MT  0.99962583   -0 18 34.9
 GP0275
 GP0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0275!SPC AZ C     -   0.99980929  x   0.99991577  =   0.99972507
 GP0275!SPC UT S     -   0.99980929  x   1.00004477  =   0.99985405
 GP0275!UTM  12      -   0.99980929  x   0.99962583  =   0.99943519
 GP0275
 GP0275|---------------------------------------------------------------------|
 GP0275| PID    Reference Object                     Distance      Geod. Az  |
 GP0275|                                                           dddmmss.s |
 GP0275| GP0276 WAHWEAP RM 1                         16.395 METERS 01231     |
 GP0275| HN0785 BOUNDARY MON 140 M AZ UT            452.041 METERS 0160719.2 |
 GP0275| GP0277 WAHWEAP RM 2                         16.240 METERS 07444     |
 GP0275|---------------------------------------------------------------------|
 GP0275
 GP0275                          SUPERSEDED SURVEY CONTROL
 GP0275
 GP0275  NAD 83(1986)-  36 59 51.53265(N)    111 30 52.57328(W) AD(       ) 1
 GP0275  NAD 27      -  36 59 51.57903(N)    111 30 49.99731(W) AD(       ) 1
 GP0275  NGVD 29 (??/??/92) 1238.019  (m)         4061.73   (f) ADJ UNCH    1 2
 GP0275
 GP0275.Superseded values are not recommended for survey control.
 GP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0275.See file dsdata.txt to determine how the superseded data were derived.
 GP0275
 GP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5421194735(NAD 83)
 GP0275_MARKER: DS = TRIANGULATION STATION DISK
 GP0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0275_STAMPING: WAHWEAP 1934
 GP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0275+STABILITY: SURFACE MOTION
 GP0275
 GP0275  HISTORY     - Date     Condition        Report By
 GP0275  HISTORY     - 1934     MONUMENTED       CGS
 GP0275  HISTORY     - 1947     GOOD             CGS
 GP0275  HISTORY     - 1953     GOOD             USGS
 GP0275  HISTORY     - 1959     GOOD             USGS
 GP0275  HISTORY     - 1962     GOOD             CGS
 GP0275  HISTORY     - 1962     GOOD             NGS
 GP0275  HISTORY     - 1972     GOOD             AZHD
 GP0275  HISTORY     - 1973     GOOD             NPS
 GP0275  HISTORY     - 1983     GOOD             AZDT
 GP0275
 GP0275                          STATION DESCRIPTION
 GP0275
 GP0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GP0275'ON SUMMIT OF FIRST RANGE OF HILLS 3/4 MILE SOUTH OF WAHWEAP CREEK,
 GP0275'1 MILE WEST OF WHERE TRAIL FROM LEES FERRY DESCENDS TO CREEK.
 GP0275'TO REACH FROM KANAB, UTAH, GO TO RANCH OF JAMES E. SMITH, AND
 GP0275'ON TO WAHWEAP SPRING.  TURN
 GP0275'RIGHT AND FOLLOW LEES FERRY TRAIL OUT OF CANYON FOR 1/2 MILE,
 GP0275'BEAR TO LEFT OVER SANDY KNOLL TOWARDS HIGHEST RIDGE IN VICINITY
 GP0275'AND STATION, WHICH IS ON EXTREME NORTHERN END OF RIDGE, ABOUT
 GP0275'50 YARDS EAST OF HIGHEST PART OF RIDGE.  STATION MARK IS
 GP0275'STANDARD DISK IN CONCRETE.  REFERENCE MARKS ARE
 GP0275'STANDARD DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS
 GP0275'16.437 METERS (53.93 FEET) NORTH FROM STATION.
 GP0275'NO. 2 IS 16.242 METERS (53.29 FEET) EAST-NORTHEAST
 GP0275'BEARING FROM STATION TO BOUNDARY
 GP0275'MONUMENT 140.
 GP0275'N 16 DEG 08 MIN E.
 GP0275
 GP0275                          STATION RECOVERY (1947)
 GP0275
 GP0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0275'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN GOOD
 GP0275'CONDITION.  THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF
 GP0275'LEES FERRY, 3 MILES NORTHWEST OF GLEN CANYON, 1 MILE SOUTH
 GP0275'OF LONE ROCK, AND 3/4 MILE SOUTH WEST OF WAHWEAP CREEK, ON
 GP0275'THE SUMMIT OF THE SECOND HILL NORTHWEST OF GLEN CANYON.  IT
 GP0275'IS 50 YARDS EAST OF THE HIGHEST PART OF THE HILL, 6 YARDS SOUTH
 GP0275'OF THE NORTH EDGE OF THE HILL, WHICH OVERLOOKS WAHWEAP CREEK.
 GP0275'
 GP0275'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED WAHWEAP NO 1 1934,
 GP0275'SET IN ROCK OUTCROP, FLUSH.  IT IS ON THE NORTH SLOPE OF
 GP0275'THE HILL, 20 FEET FROM THE TOP EDGE OF THE HILL, AND ABOUT 30
 GP0275'FEET LOWER THAN THE STATION.
 GP0275'
 GP0275'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED WAHWEAP NO 2 1934,
 GP0275'SET IN ROCK OUTCROP, FLUSH.  IT IS 20 FEET DOWN THE NORTH SLOPE
 GP0275'OF THE HILL FROM THE TOP EDGE, AND ABOUT 30 FEET LOWER THAN
 GP0275'THE STATION.
 GP0275'
 GP0275'STATION BEEHIVE N BASE CAN BE USED AS THE AZIMUTH MARK FOR
 GP0275'THIS STATION.
 GP0275'
 GP0275'BOUNDARY MARK M 140 WAS RECOVERED AGAIN, AND CAN STILL BE USED.
 GP0275'IT IS A UTAH-ARIZONA BOUNDARY MONUMENT, WHICH IS A BOULDER
 GP0275'ABOUT 8 BY 10 PROJECTING ABOUT 18 INCHES.  THE MARK HAS BEEN
 GP0275'MOLESTED BECAUSE THE STAMPINGS ARE ON THE WRONG SIDE.  IT IS
 GP0275'STAMPED UTAH ON THE SOUTH AND ARIZONA ON THE NORTH, WITH M 140
 GP0275'STAMPED ON IT.  THE MONUMENT IS LOCATED ON A PLATEAU 452 METERS
 GP0275'NORTH NORTHEAST OF THE STATION, 2 METERS SOUTH OF CLIFF THAT
 GP0275'OVERLOOKS WAHWEAP CREEK.
 GP0275'
 GP0275'TO REACH THE STATION FROM KANAB, UTAH GO EAST ON JOHNSON ROAD
 GP0275'FOR 8.6 MILES.  TAKE THE RIGHT HAND ROAD AND GO 7.7 MILES TO
 GP0275'A FORK.  TAKE THE LEFT FORK AND GO 12.2 TO A FORK.  KEEP TO
 GP0275'THE LEFT ROAD GRADED AND GO 17.0 MILES TO THE PARIA RIVER.
 GP0275'TURN RIGHT DOWN THE PARIA RIVER AND FOLLOW THE RIVER BED
 GP0275'FOR 9.2 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 GP0275'ON DOWN THE RIVER FOR 1.6 MILES TO A GATE.  PASS THROUGH THE
 GP0275'GATE AND CONTINUE 0.6 MILE TO A FARM HOUSE AND A GATE.  TURN
 GP0275'LEFT JUST BEFORE REACHING THE GATE AND GO 0.1 MILE TO A GATE
 GP0275'IN FENCE CORNER.  PASS THROUGH THE GATE AND FOLLOW THE FENCE
 GP0275'LINE TO THE RIGHT FOR 0.3 MILES AND A GROUP OF TALL TREES.
 GP0275'(NOTE FROM KANAB.) TURN LEFT LEAVING THE ROAD AND CROSS
 GP0275'THE RIVER AND UP A WASH ONTO A BLADED ROAD AND FOLLOW THE
 GP0275'BLADED ROAD FOR ABOUT 14.0 MILES PASSING THROUGH 4 GATES AND
 GP0275'INTO WAHWEAP CREEK AT THE MOUTH OF COYOTE CREEK.  TURN
 GP0275'RIGHT DOWN WAHWEAP CREEK AND FOLLOW WAHWEAP CREEK BED FOR
 GP0275'9.0 MILES TO LONE ROCK, CONTINUE ON DOWN THE CREEK 2.3 MILES
 GP0275'TO A CATTLE TRAIL LEADING OVER THE HILL TO THE SOUTH.  TURN
 GP0275'RIGHT AND GO SOUTH UP THE CATTLE TRAIL FOR 3/4 MILE TO THE
 GP0275'TOP OF THE RISE, THEN BEAR RIGHT TO THE TOP OF THE HILL AND THE
 GP0275'STATION AS DESCRIBED ABOVE.
 GP0275
 GP0275                          STATION RECOVERY (1953)
 GP0275
 GP0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JPM)
 GP0275'STATION FOUND AS DESCRIBED.  STATION MARK FOUND IN GOOD CONDITION
 GP0275'AND UNDISTURBED.  REFERENCE MARKS NOT SEARCHED FOR.
 GP0275
 GP0275                          STATION RECOVERY (1959)
 GP0275
 GP0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (LBM)
 GP0275'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 GP0275'
 GP0275'STATION REACHED BY HELICOPTER.
 GP0275'
 GP0275'SIGNAL--WHITE FLAG OVER RED X-TGT. ON 2 X 2 POLE CENTERED
 GP0275'OVER STATION MARK.  (ALSO LIGHT ON INSTRUMENT TRIPOD CENTERED
 GP0275'OVER STATION MARK AND 3.7 FT. ABOVE STATION MARK.)
 GP0275
 GP0275                          STATION RECOVERY (1962)
 GP0275
 GP0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DM)
 GP0275'STATION AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 GP0275'
 GP0275'STATION IS LOCATED 3.9 MILES NW ALONG U.S. HIGHWAY 89 FROM
 GP0275'SW END OF THE GLEN CANYON AT PAGE, THENCE 1.0 MILE N ALONG A
 GP0275'GRAVEL ROAD LEADING TO WAHWEAP, THENCE 0.6 MILE N ACROSS COUNTRY
 GP0275'TO THE NORTH EDGE OF A HILL.  THE MARK IS A STANDARD TRIANGULATION
 GP0275'DISK STAMPED WAHWEAP 1934, SET IN TOP OF A CONCRETE POST
 GP0275'FLUSH WITH GROUND, 5.4 FEET N OF A METAL WITNESS POST.
 GP0275'
 GP0275'R.M. 1 IS 58 FEET NNW OF STATION, 20 FEET BELOW THE STATION
 GP0275'MARK, SET IN THE TOP OF A SANDSTONE OUTCROP ALONG THE NORTH
 GP0275'SIDE OF THE HILL AND STAMPED WAHWEAP NO 1 1934.
 GP0275'
 GP0275'R.M. 2 IS ABOUT 57 FEET NE OF STATION, ABOUT 20 FEET BELOW
 GP0275'STATION MARK, SET IN TOP OF A SANDSTONE OUTCROP ON THE NORTH
 GP0275'SIDE OF HILL AND STAMPED WAHWEAP NO 2 1934.
 GP0275
 GP0275                          STATION RECOVERY (1962)
 GP0275
 GP0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0275'5.5 MI NW FROM PAGE.
 GP0275'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0275'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE NORTH
 GP0275'ALONG A GRAVEL ROAD LEADING TO WAHWEAP.  THENCE 0.6 MILE NORTH ACROSS
 GP0275'COUNTRY TO THE NORTH EDGE OF A HILL, ABOUT 58 FEET SOUTH-SOUTHEAST OF
 GP0275'WAHWEAP NO 1 1934, ABOUT 57 FEET SOUTHWEST OF WAHWEAP NO 2 1934, 5.4
 GP0275'FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 GP0275'POST FLUSH WITH THE GROUND.
 GP0275
 GP0275                          STATION RECOVERY (1972)
 GP0275
 GP0275'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GP0275'GENERAL LOCATION ABOUT 12 MILES NE OF LEES FERRY AND 3 MILES
 GP0275'NW OF GLEN CANYON, 1 MILE SOUTH OF LONE ROCK
 GP0275'
 GP0275'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GP0275'
 GP0275'STATION MARK STD USC AND GS BC SET IN CONC. STAMPED WAHWEAP
 GP0275'1934
 GP0275'
 GP0275'REFERENCE MARKS NOT OBSERVED - COVERED WITH BLOW SAND
 GP0275'
 GP0275'AZIMUTH MARK NOT OBSERVED
 GP0275
 GP0275                          STATION RECOVERY (1973)
 GP0275
 GP0275'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GAG)
 GP0275'WAHWEAP 1934-GOOD
 GP0275
 GP0275                          STATION RECOVERY (1983)
 GP0275
 GP0275'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0275'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 GP0275'1947.  THE AZIMUTH MARK WAS RECOVERED BY THE RECONNAISSANCE PARTY AND
 GP0275'MISSED BY OBSERVERS.  A NEW ROUTE TO THE STATION FOLLOWS.
 GP0275'
 GP0275'TO REACH THE STATION FROM PAGE TRAVEL WEST AND NORTHWEST ALONG U.S.
 GP0275'HIGHWAY 89L AND 89 FOR ABOUT 1.5 MILES TO THE GLEN CANYON BRIDGE.
 GP0275'CONTINUE NORTHWEST ALONG U.S. 89 FOR 4.25 MILES TO A ROAD ON THE RIGHT
 GP0275'WHICH LEADS TO WAHWEAP MARINA.  TURN RIGHT AND TRAVEL 1.4 MILES TO A
 GP0275'TRAFFIC PULLOUT ON THE LEFT AND END OF TRUCK TRAVEL.  PACK NORTHWEST
 GP0275'TO HILL AND  PACK TO THE STATION ON NORTH EDGE OF MESA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0276 ***********************************************************************
 GP0276  DESIGNATION -  WAHWEAP RM 1
 GP0276  PID         -  GP0276
 GP0276  STATE/COUNTY-  AZ/COCONINO
 GP0276  USGS QUAD   -  FERRY SWALE (1985)
 GP0276
 GP0276                         *CURRENT SURVEY CONTROL
 GP0276  ___________________________________________________________________
 GP0276* NAD 83(1986)-  36 59 51.     (N)    111 30 52.     (W)     SCALED    
 GP0276* NAVD 88     -      1232.869  (meters)    4044.84   (feet)  ADJUSTED  
 GP0276  ___________________________________________________________________
 GP0276  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0276  DYNAMIC HT  -        1231.476 (meters)    4040.27  (feet)  COMP
 GP0276  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 GP0276
 GP0276  VERT ORDER  -  FIRST     CLASS II
 GP0276
 GP0276.The horizontal coordinates were scaled from a topographic map and have
 GP0276.an estimated accuracy of +/- 6 seconds.
 GP0276
 GP0276.The orthometric height was determined by differential leveling
 GP0276.and adjusted in June 1991.
 GP0276
 GP0276.The geoid height was determined by GEOID03.
 GP0276
 GP0276.The dynamic height is computed by dividing the NAVD 88
 GP0276.geopotential number by the normal gravity value computed on the
 GP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0276.degrees latitude (g = 980.6199 gals.).
 GP0276
 GP0276.The modeled gravity was interpolated from observed gravity values.
 GP0276
 GP0276;                    North         East    Units  Estimated Accuracy
 GP0276;SPC AZ C     -   665,270.      249,160.      MT  (+/- 180 meters Scaled)
 GP0276
 GP0276                          SUPERSEDED SURVEY CONTROL
 GP0276
 GP0276  NGVD 29 (??/??/92) 1231.960  (m)         4041.86   (f) ADJ UNCH    1 2
 GP0276
 GP0276.Superseded values are not recommended for survey control.
 GP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0276.See file dsdata.txt to determine how the superseded data were derived.
 GP0276
 GP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF542947(NAD 83)
 GP0276_MARKER: DR = REFERENCE MARK DISK
 GP0276_SETTING: 66 = SET IN ROCK OUTCROP
 GP0276_SP_SET: SANDSTONE OUTCROP
 GP0276_STAMPING: WAHWEAP NO 1 1934
 GP0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0276+STABILITY: POSITION/ELEVATION WELL
 GP0276
 GP0276  HISTORY     - Date     Condition        Report By
 GP0276  HISTORY     - 1934     MONUMENTED       CGS
 GP0276  HISTORY     - 1962     GOOD             NGS
 GP0276
 GP0276                          STATION DESCRIPTION
 GP0276
 GP0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0276'5.5 MI NW FROM PAGE.
 GP0276'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0276'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE NORTH
 GP0276'ALONG A GRAVEL ROAD LEADING TO WAHWEAP.  THENCE 0.6 MILE NORTH ACROSS
 GP0276'COUNTRY TO THE NORTH EDGE OF A HILL, ABOUT 58 FEET NORTH-NORTHWEST OF
 GP0276'WAHWEAP 1934, ABOUT 20 FEET BELOW WAHWEAP 1934, AND SET IN THE TOP OF
 GP0276'A SANDSTONE OUTCROP ALONG THE NORTH SIDE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0277 ***********************************************************************
 GP0277  DESIGNATION -  WAHWEAP RM 2
 GP0277  PID         -  GP0277
 GP0277  STATE/COUNTY-  AZ/COCONINO
 GP0277  USGS QUAD   -  FERRY SWALE (1985)
 GP0277
 GP0277                         *CURRENT SURVEY CONTROL
 GP0277  ___________________________________________________________________
 GP0277* NAD 83(1986)-  36 59 51.     (N)    111 30 52.     (W)     SCALED    
 GP0277* NAVD 88     -      1232.815  (meters)    4044.66   (feet)  ADJUSTED  
 GP0277  ___________________________________________________________________
 GP0277  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 GP0277  DYNAMIC HT  -        1231.423 (meters)    4040.09  (feet)  COMP
 GP0277  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 GP0277
 GP0277  VERT ORDER  -  FIRST     CLASS II
 GP0277
 GP0277.The horizontal coordinates were scaled from a topographic map and have
 GP0277.an estimated accuracy of +/- 6 seconds.
 GP0277
 GP0277.The orthometric height was determined by differential leveling
 GP0277.and adjusted in June 1991.
 GP0277
 GP0277.The geoid height was determined by GEOID03.
 GP0277
 GP0277.The dynamic height is computed by dividing the NAVD 88
 GP0277.geopotential number by the normal gravity value computed on the
 GP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0277.degrees latitude (g = 980.6199 gals.).
 GP0277
 GP0277.The modeled gravity was interpolated from observed gravity values.
 GP0277
 GP0277;                    North         East    Units  Estimated Accuracy
 GP0277;SPC AZ C     -   665,270.      249,160.      MT  (+/- 180 meters Scaled)
 GP0277
 GP0277                          SUPERSEDED SURVEY CONTROL
 GP0277
 GP0277  NGVD 29 (??/??/92) 1231.907  (m)         4041.68   (f) ADJ UNCH    1 2
 GP0277
 GP0277.Superseded values are not recommended for survey control.
 GP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0277.See file dsdata.txt to determine how the superseded data were derived.
 GP0277
 GP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF542947(NAD 83)
 GP0277_MARKER: DR = REFERENCE MARK DISK
 GP0277_SETTING: 66 = SET IN ROCK OUTCROP
 GP0277_SP_SET: SANDSTONE OUTCROP
 GP0277_STAMPING: WAHWEAP NO 2 1934
 GP0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0277+STABILITY: POSITION/ELEVATION WELL
 GP0277
 GP0277  HISTORY     - Date     Condition        Report By
 GP0277  HISTORY     - 1934     MONUMENTED       CGS
 GP0277  HISTORY     - 1962     GOOD             NGS
 GP0277
 GP0277                          STATION DESCRIPTION
 GP0277
 GP0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0277'5.5 MI NW FROM PAGE.
 GP0277'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END
 GP0277'OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.0 MILE NORTH
 GP0277'ALONG A GRAVEL ROAD LEADING TO WAHWEAP.  THENCE 0.6 MILE NORTH ACROSS
 GP0277'COUNTRY TO THE NORTH EDGE OF A HILL, ABOUT 57 FEET NORTHEAST OF
 GP0277'WAHWEAP 1934, ABOUT 20 FEET BELOW WAHWEAP 1934, AND SET IN THE TOP OF
 GP0277'A SANDSTONE OUTCROP ON THE NORTH SIDE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1037 ***********************************************************************
 CG1037  DESIGNATION -  WAKEFIELD
 CG1037  PID         -  CG1037
 CG1037  STATE/COUNTY-  AZ/PIMA
 CG1037  USGS QUAD   -  THE NARROWS (1981)
 CG1037
 CG1037                         *CURRENT SURVEY CONTROL
 CG1037  ___________________________________________________________________
 CG1037* NAD 83(1992)-  31 55 38.05886(N)    110 30 22.17877(W)     ADJUSTED  
 CG1037* NAVD 88     -      1289.8    (meters)    4232.     (feet)  VERTCON   
 CG1037  ___________________________________________________________________
 CG1037  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CG1037  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CG1037  HORZ ORDER  -  THIRD
 CG1037
 CG1037.The horizontal coordinates were established by classical geodetic methods
 CG1037.and adjusted by the National Geodetic Survey in August 1993.
 CG1037
 CG1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1037
 CG1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1037
 CG1037.The geoid height was determined by GEOID03.
 CG1037
 CG1037;                    North         East     Units Scale Factor Converg.
 CG1037;SPC AZ C     -   103,667.946   346,740.926   MT  1.00011934   +0 44 45.8
 CG1037;SPC AZ C     -   340,117.93  1,137,601.46   iFT  1.00011934   +0 44 45.8
 CG1037;SPC AZ E     -   102,849.890   181,257.955   MT  0.99991271   -0 10 46.3
 CG1037;SPC AZ E     -   337,434.02    594,678.33   iFT  0.99991271   -0 10 46.3
 CG1037;UTM  12      - 3,532,477.080   546,682.810   MT  0.99962688   +0 15 40.2
 CG1037
 CG1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1037!SPC AZ C     -   0.99980190  x   1.00011934  =   0.99992122
 CG1037!SPC AZ E     -   0.99980190  x   0.99991271  =   0.99971463
 CG1037!UTM  12      -   0.99980190  x   0.99962688  =   0.99942885
 CG1037
 CG1037|---------------------------------------------------------------------|
 CG1037| PID    Reference Object                     Distance      Geod. Az  |
 CG1037|                                                           dddmmss.s |
 CG1037| CC7614 WAKEFIELD RM 1                        7.664 METERS 14333     |
 CG1037| CC7615 WAKEFIELD RM 2                        7.745 METERS 27707     |
 CG1037| CC7613 WAKEFIELD AZ MK                                    3111251.8 |
 CG1037|---------------------------------------------------------------------|
 CG1037
 CG1037                          SUPERSEDED SURVEY CONTROL
 CG1037
 CG1037  NAD 83(1986)-  31 55 38.05438(N)    110 30 22.17675(W) AD(       ) 3
 CG1037  NAD 27      -  31 55 37.75300(N)    110 30 19.90400(W) AD(       ) 3
 CG1037  NGVD 29 (07/19/86) 1289.0    (m)         4229.     (f) VERT ANG    3  
 CG1037
 CG1037.Superseded values are not recommended for survey control.
 CG1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1037.See file dsdata.txt to determine how the superseded data were derived.
 CG1037
 CG1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA4668332477(NAD 83)
 CG1037_MARKER: Z = SEE DESCRIPTION
 CG1037_SETTING: 0 = UNSPECIFIED SETTING
 CG1037
 CG1037  HISTORY     - Date     Condition        Report By
 CG1037  HISTORY     - 1936     MONUMENTED       CGS
 CG1037  HISTORY     - 1960     GOOD             CGS
 CG1037
 CG1037                          STATION DESCRIPTION
 CG1037
 CG1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1037'THIS STATION IS ON THE HIGHEST POINT OF A LOW, RED, ROCKY HILL.
 CG1037'THE HIGHEST OF A GROUP OF HILLS LYING ABOUT 7 MILES SE OF PANTANO
 CG1037'(A VILLAGE ON THE RAILROAD AND U.S. NO. 80).  IT IS ABOUT 34 MILES
 CG1037'SE OF TUCSON, ABOUT 4 MILES S OF U.S. NO. 80 AND THE R.R. TRACKS
 CG1037'AND ABOUT 2 MILES S OF A PROMINENT RED RIDGE AT THE EXTREME NW
 CG1037'END OF THE WHETSTONE MOUNTAINS.  THE STATION IS IN A THICK
 CG1037'GROWTH OF OCATILLA AND CACTUS, ABOUT 2 MILES SE OF THE WILLIAMS
 CG1037'RANCH AND ABOUT 0.3 MILE N OF AN OLD VACANT HOUSE IN THE S
 CG1037'CANYON.
 CG1037'
 CG1037'THE AZIMUTH MARK IS ON THE HIGHEST POINT OF A LOW FLAT-TOPPED
 CG1037'KNOLL, THE FIRST KNOLL TO THE NW OF THE TRIANGULATION STATION
 CG1037'AND 45 PACES SW OF THE TRACK ROAD THAT LEADS FROM THE HIGHWAY
 CG1037'INTO THE STATION.
 CG1037'
 CG1037'TO REACH FROM PANTANO WHICH IS 28.1 MILES E OF TUCSON ON U.S.
 CG1037'HIGHWAY NO. 80 AND THE RAILROAD, GO E ON U.S. 80 FOR 4.8 MILES TO
 CG1037'AN OVERPASS OVER THE RAILROAD.  TURN RIGHT OFF THE HIGHWAY ON THE
 CG1037'E SIDE OF THE OVERPASS AND FOLLOW ALONG THE UPPER BANK OF THE
 CG1037'HIGHWAY FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 CG1037'AND GO E ON THE OLD HIGHWAY ALONG THE TELEPHONE LINE FOR 1.1
 CG1037'MILES TO A TRACK ROAD TO THE RIGHT AT A SIGN WILLIAMS CHIRICAHUA
 CG1037'RANCH.  TURN RIGHT AND FOLLOW THIS TRACK ROAD FOR 1.8 MILES TO A
 CG1037'BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE TRACK
 CG1037'ROAD, DOWNGRADE, FOR 0.8 MILE TO THE BOTTOM OF A WIDE WASH.
 CG1037'TURN LEFT AND FOLLOW THIS WASH SE FOR ABOUT 0.7 MILE, NO ROAD
 CG1037'IN THE WASH, TO A POINT WHERE THE WASH SPLITS INTO TWO.  HERE
 CG1037'CONTINUE STRAIGHT AHEAD INTO THE BRUSH AND ASCEND THE DIVIDING
 CG1037'RIDGE OF THE FORK FOR 0.25 MILE TO THE TOP OF THE RIDGE.  HERE
 CG1037'PICK UP AN OLD TRACK ROAD AND FOLLOW IT IN A SOUTHEASTERLY
 CG1037'DIRECTION FOR 1.5 MILES TO A POINT WHERE THE ROAD CROSSES A
 CG1037'SMALL CANYON.  LEAVE TRUCK HERE AND WALK E ABOUT 1/4 MILE TO
 CG1037'THE TOP OF THE MOST SOUTHERLY OF TWO ADJOINING HILLS AND THE
 CG1037'STATION.
 CG1037'
 CG1037'A 4-FT. STAND USED AT THIS STATION CLEARED ALL LINES.
 CG1037
 CG1037                          STATION RECOVERY (1960)
 CG1037
 CG1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CG1037'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED ON
 CG1037'LITHOLIST 671 PAGE 9 AND FOUND TO BE IN GOOD CONDITION.  A NEW TO
 CG1037'REACH WAS WRITTEN.
 CG1037'
 CG1037'TO REACH FROM THE POST OFFICE AT BENSON GO WEST ON U.S. HIGHWAY 80
 CG1037'FOR 12.7 MILES TO THE AMOLE OVERPASS.  TAKE GRADED ROAD, SOUTHWEST,
 CG1037'FOR 1.9 MILES TO A LARGE RANCH HOUSE.  CONTINUE STRAIGHT AHEAD
 CG1037'FOR 0.8 MILE TO ANOTHER RANCH AND OTHER BUILDINGS.  PASS THRU
 CG1037'ALUMINUM GATE SOUTHEAST OF THE HOUSE AND FOLLOW TRACK ROAD
 CG1037'SOUTHEAST FOR 0.9 MILE TO A LARGE WASH AND ROAD CROSSING.  TAKE
 CG1037'ROAD SOUTHEAST UP WASH FOR 2.0 MILES TO A 10 INCH OAK
 CG1037'TREE WITH THREE NOTCHES ON THE WEST SIDE.  CONTINUE STRAIGHT
 CG1037'AHEAD FOR 0.2 MILE TO WHERE A SMALL VALLEY COMES IN FROM THE
 CG1037'EAST SIDE, GO NORTH-NORTHEAST FOR 0.15 MILE TO END OF
 CG1037'TRUCK TRAVEL.  PACK TO HIGHEST POINT AND THE STATION.  A 15
 CG1037'MINUTE PACK.
 CG1037'
 CG1037'NOTE--NO OBSERVATIONS WERE TAKEN AT THIS STATION ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0689 ***********************************************************************
 FR0689  DESIGNATION -  WALAPAI NE BASE
 FR0689  PID         -  FR0689
 FR0689  STATE/COUNTY-  AZ/MOHAVE
 FR0689  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0689
 FR0689                         *CURRENT SURVEY CONTROL
 FR0689  ___________________________________________________________________
 FR0689* NAD 83(1992)-  35 21 00.74774(N)    113 52 46.33653(W)     ADJUSTED  
 FR0689* NAVD 88     -      1011.387  (meters)    3318.19   (feet)  ADJUSTED  
 FR0689  ___________________________________________________________________
 FR0689  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 FR0689  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FR0689  DYNAMIC HT  -        1010.198 (meters)    3314.29  (feet)  COMP
 FR0689  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 FR0689
 FR0689  HORZ ORDER  -  SECOND
 FR0689  VERT ORDER  -  FIRST     CLASS II
 FR0689
 FR0689.The horizontal coordinates were established by classical geodetic methods
 FR0689.and adjusted by the National Geodetic Survey in August 1993.
 FR0689
 FR0689.The orthometric height was determined by differential leveling
 FR0689.and adjusted in June 1991.
 FR0689
 FR0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0689
 FR0689.The geoid height was determined by GEOID03.
 FR0689
 FR0689.The dynamic height is computed by dividing the NAVD 88
 FR0689.geopotential number by the normal gravity value computed on the
 FR0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0689.degrees latitude (g = 980.6199 gals.).
 FR0689
 FR0689.The modeled gravity was interpolated from observed gravity values.
 FR0689
 FR0689;                    North         East     Units Scale Factor Converg.
 FR0689;SPC AZ W     -   482,447.483   201,586.105   MT  0.99993504   -0 04 29.8
 FR0689;SPC AZ W     - 1,582,832.95    661,371.74   iFT  0.99993504   -0 04 29.8
 FR0689;UTM  12      - 3,915,687.210   238,325.130   MT  1.00044393   -1 40 01.1
 FR0689
 FR0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0689!SPC AZ W     -   0.99984564  x   0.99993504  =   0.99978069
 FR0689!UTM  12      -   0.99984564  x   1.00044393  =   1.00028950
 FR0689
 FR0689:                Primary Azimuth Mark                     Grid Az
 FR0689:SPC AZ W     -  KINGMAN ARMY AIR BASE TANK BCN           211 37 35.6
 FR0689:UTM  12      -  KINGMAN ARMY AIR BASE TANK BCN           213 13 06.9
 FR0689
 FR0689|---------------------------------------------------------------------|
 FR0689| PID    Reference Object                     Distance      Geod. Az  |
 FR0689|                                                           dddmmss.s |
 FR0689| FR0977 KINGMAN ARMY AIR BASE TANK BCN      APPROX.11.3 KM 2113305.8 |
 FR0689| FR0492 L 124                                73.858 METERS 21906     |
 FR0689| CH4501 WALAPAI NE BASE AZ MK                              2475750.8 |
 FR0689| FR0690 WALAPAI NE BASE RM 2                 43.278 METERS 30755     |
 FR0689|---------------------------------------------------------------------|
 FR0689
 FR0689                          SUPERSEDED SURVEY CONTROL
 FR0689
 FR0689  NAD 83(1986)-  35 21 00.74358(N)    113 52 46.33620(W) AD(       ) 2
 FR0689  NAD 27      -  35 21 00.76800(N)    113 52 43.53200(W) AD(       ) 2
 FR0689  NGVD 29 (07/19/86) 1010.6    (m)         3316.     (f) VERT ANG    3  
 FR0689
 FR0689.Superseded values are not recommended for survey control.
 FR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0689.See file dsdata.txt to determine how the superseded data were derived.
 FR0689
 FR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3832515687(NAD 83)
 FR0689_MARKER: DS = TRIANGULATION STATION DISK
 FR0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0689_SP_SET: CONCRETE POST
 FR0689_STAMPING: WALAPAI NE BASE 1947
 FR0689_MARK LOGO: CGS   
 FR0689_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0689+STABILITY: SURFACE MOTION
 FR0689
 FR0689  HISTORY     - Date     Condition        Report By
 FR0689  HISTORY     - 1948     MONUMENTED       CGS
 FR0689  HISTORY     - 1961     GOOD             CGS
 FR0689  HISTORY     - 1965     GOOD             CGS
 FR0689  HISTORY     - 1982     GOOD             NGS
 FR0689
 FR0689                          STATION DESCRIPTION
 FR0689
 FR0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0689'THE STATION IS ABOUT 14 MILES NORTHEAST OF KINGMAN, ALONG
 FR0689'THE RIGHT OF WAY OF THE ATCHISON.  TOPEKA AND SANTA FE RAILWAY,
 FR0689'ABOUT 0.3 MILE NORTHEAST OF THE WALAPAI SIDEING AND STATION.
 FR0689'
 FR0689'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGMAN
 FR0689'GO NORTHEASTERLY ON U.S. HIGHWAY 66 FOR 14.6 MILES TO A DIRT
 FR0689'ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE TO THE WALAPAI SIDEING
 FR0689'AND DIRT ROAD LEADING NORTH.  TURN LEFT AND GO NORTHERLY ALONG
 FR0689'WEST SIDE OF FENCE FOR 0.3 MILE TO TRACKS RIGHT AT END OF
 FR0689'FENCE.  TURN RIGHT (EASTERLY) FOR ABOUT 142 FEET AND STATION.
 FR0689'
 FR0689'THE STATION IS A STANDARD BRONZE DISK SET IN A 12 X 12 INCH
 FR0689'CONCRETE POST PROJECTING ABOUT 8 INCHES, 142 FEET SOUTHEAST OF
 FR0689'A FENCELINE, 22 PACES NORTHWEST OF A POWERLINE TRANSFORMER
 FR0689'POLE FOR BLOCK SIGNAL , 27 PACES WEST OF THE WEST RAIL.  IT
 FR0689'IS STAMPED WALAPAI NE BASE 1947.
 FR0689'
 FR0689'BENCH MARK L 124 1935 WAS USED FOR REFERENCE NO. 1.  IT IS A
 FR0689'STANDARD BRONZE BENCH MARK DISK SET IN A 12 X 12 INCH CONCRETE
 FR0689'POST PROJECTING ABOUT 8 INCHES, AND IS ABOUT THE SAME ELEVATION
 FR0689'AS THE STATION.  IT IS STAMPED L 124 1935.
 FR0689'
 FR0689'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 FR0689'IN A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES,
 FR0689'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 FR0689'WALAPAI SE BASE NO 2 1947.
 FR0689'
 FR0689'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 12 X 12
 FR0689'INCH CONCRETE POST PROJECTING ABOUT 8 INCHES, 75 FEET EAST
 FR0689'OF CENTER OF HIGHWAY 66, 125 FEET NORTH OF DIRT ROAD CENTER
 FR0689'LEADING TO WALAPAI SECTION QUARTERS, AND 4 FEET WEST OF A SECTION
 FR0689'CORNER POST AND ABOUT 0.35 MILE SOUTHWEST OF THE STATION.  IT IS
 FR0689'STAMPED WALAPAI N E BASE 1947.
 FR0689'
 FR0689'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 FR0689'3 FEET BELOW THE GROUND SURFACE.  IT IS STAMPED WALAPAI N E
 FR0689'BASE 1947.
 FR0689
 FR0689                          STATION RECOVERY (1961)
 FR0689
 FR0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0689'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 FR0689'BY F.A.R., 1948.
 FR0689
 FR0689                          STATION RECOVERY (1965)
 FR0689
 FR0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 FR0689'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FR0689'
 FR0689'ASTRO PARTY 646 VISITED THIS STATION.
 FR0689
 FR0689                          STATION RECOVERY (1982)
 FR0689
 FR0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0689'25.0 KM (15.6 MI) NE FROM KINGMAN.
 FR0689'25.0 KM (15.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0689'FE RAILROAD FROM THE STATION AT KINGMAN, 26.2 METERS (86.0 FEET)
 FR0689'NORTHWEST OF THE NORTHWEST RAIL, 73.9 METERS (242.5 FEET) NORTHEAST OF
 FR0689'BM L 124, 43.3 METERS (142.0 FEET) SOUTHEAST OF RM 2, 4.6 METERS (15.0
 FR0689'FEET) NORTHWEST OF THE CENTER OF A DIRT ROAD.
 FR0689'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 FR0689'THE MARK IS 1.8 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0690 ***********************************************************************
 FR0690  DESIGNATION -  WALAPAI NE BASE RM 2
 FR0690  PID         -  FR0690
 FR0690  STATE/COUNTY-  AZ/MOHAVE
 FR0690  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0690
 FR0690                         *CURRENT SURVEY CONTROL
 FR0690  ___________________________________________________________________
 FR0690* NAD 83(1986)-  35 21 01.     (N)    113 52 46.     (W)     SCALED    
 FR0690* NAVD 88     -      1010.411  (meters)    3314.99   (feet)  ADJUSTED  
 FR0690  ___________________________________________________________________
 FR0690  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FR0690  DYNAMIC HT  -        1009.224 (meters)    3311.10  (feet)  COMP
 FR0690  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 FR0690
 FR0690  VERT ORDER  -  FIRST     CLASS II
 FR0690
 FR0690.The horizontal coordinates were scaled from a topographic map and have
 FR0690.an estimated accuracy of +/- 6 seconds.
 FR0690
 FR0690.The orthometric height was determined by differential leveling
 FR0690.and adjusted in June 1991.
 FR0690
 FR0690.The geoid height was determined by GEOID03.
 FR0690
 FR0690.The dynamic height is computed by dividing the NAVD 88
 FR0690.geopotential number by the normal gravity value computed on the
 FR0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0690.degrees latitude (g = 980.6199 gals.).
 FR0690
 FR0690.The modeled gravity was interpolated from observed gravity values.
 FR0690
 FR0690;                    North         East    Units  Estimated Accuracy
 FR0690;SPC AZ W     -   482,460.      201,600.      MT  (+/- 180 meters Scaled)
 FR0690
 FR0690                          SUPERSEDED SURVEY CONTROL
 FR0690
 FR0690.No superseded survey control is available for this station.
 FR0690
 FR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE383156(NAD 83)
 FR0690_MARKER: DR = REFERENCE MARK DISK
 FR0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0690_SP_SET: CONCRETE POST
 FR0690_STAMPING: WALAPAI NE BASE NO 2 1947
 FR0690_MARK LOGO: CGS   
 FR0690_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0690+STABILITY: SURFACE MOTION
 FR0690
 FR0690  HISTORY     - Date     Condition        Report By
 FR0690  HISTORY     - 1947     MONUMENTED       CGS
 FR0690  HISTORY     - 1982     GOOD             NGS
 FR0690
 FR0690                          STATION DESCRIPTION
 FR0690
 FR0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0690'25.0 KM (15.6 MI) NE FROM KINGMAN.
 FR0690'25.0 KM (15.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0690'FE RAILROAD FROM THE STATION AT KINGMAN, 84.7 METERS (278.0 FEET)
 FR0690'NORTH OF BM L 124, 43.0 METERS (142.0 FEET) NORTHWEST OF THE STATION,
 FR0690'7.0 METERS (23.0 FEET) SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 FR0690'THE MARK IS 43.0 METERS  NW FROM A WITNESS POST.
 FR0690'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0685 ***********************************************************************
 FR0685  DESIGNATION -  WALAPAI SW BASE
 FR0685  PID         -  FR0685
 FR0685  STATE/COUNTY-  AZ/MOHAVE
 FR0685  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0685
 FR0685                         *CURRENT SURVEY CONTROL
 FR0685  ___________________________________________________________________
 FR0685* NAD 83(1992)-  35 16 00.90508(N)    113 57 35.36893(W)     ADJUSTED  
 FR0685* NAVD 88     -      1012.350  (meters)    3321.35   (feet)  ADJUSTED  
 FR0685  ___________________________________________________________________
 FR0685  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 FR0685  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FR0685  DYNAMIC HT  -        1011.149 (meters)    3317.41  (feet)  COMP
 FR0685  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 FR0685
 FR0685  HORZ ORDER  -  SECOND
 FR0685  VERT ORDER  -  FIRST     CLASS II
 FR0685
 FR0685.This mark is at Kingman Airport (IGM)
 FR0685
 FR0685.The horizontal coordinates were established by classical geodetic methods
 FR0685.and adjusted by the National Geodetic Survey in August 1993.
 FR0685
 FR0685.The orthometric height was determined by differential leveling
 FR0685.and adjusted in June 1991.
 FR0685
 FR0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0685
 FR0685.The geoid height was determined by GEOID03.
 FR0685
 FR0685.The dynamic height is computed by dividing the NAVD 88
 FR0685.geopotential number by the normal gravity value computed on the
 FR0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0685.degrees latitude (g = 980.6199 gals.).
 FR0685
 FR0685.The modeled gravity was interpolated from observed gravity values.
 FR0685
 FR0685;                    North         East     Units Scale Factor Converg.
 FR0685;SPC AZ W     -   473,219.911   194,269.154   MT  0.99993782   -0 07 16.1
 FR0685;SPC AZ W     - 1,552,558.76    637,365.99   iFT  0.99993782   -0 07 16.1
 FR0685;UTM  12      - 3,906,661.470   230,750.860   MT  1.00049352   -1 42 36.0
 FR0685;UTM  11      - 3,906,882.718   776,560.741   MT  1.00054271   +1 45 23.3
 FR0685
 FR0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0685!SPC AZ W     -   0.99984554  x   0.99993782  =   0.99978337
 FR0685!UTM  12      -   0.99984554  x   1.00049352  =   1.00033898
 FR0685!UTM  11      -   0.99984554  x   1.00054271  =   1.00038816
 FR0685
 FR0685:                Primary Azimuth Mark                     Grid Az
 FR0685:SPC AZ W     -  WALAPAI SW BASE AZ MK                    007 03 29.8
 FR0685:UTM  12      -  WALAPAI SW BASE AZ MK                    008 38 49.7
 FR0685:UTM  11      -  WALAPAI SW BASE AZ MK                    005 10 50.4
 FR0685
 FR0685|---------------------------------------------------------------------|
 FR0685| PID    Reference Object                     Distance      Geod. Az  |
 FR0685|                                                           dddmmss.s |
 FR0685| CH4502 WALAPAI SW BASE AZ MK                              0065613.7 |
 FR0685| FR0686 WALAPAI SW BASE RM 1                 21.422 METERS 02819     |
 FR0685| FR0977 KINGMAN ARMY AIR BASE TANK BCN      APPROX. 1.4 KM 1060733.3 |
 FR0685| FR0971 CRAGGY PEAK HUALPAI RANGE           APPROX.18.6 KM 1531355.8 |
 FR0685| FS1049 KINGMAN AIRWAY BEACON TOWER         APPROX.10.8 KM 2200901.5 |
 FR0685| FR0500 T 262                               103.180 METERS 30738     |
 FR0685| FS1037 EAGLE CAIRN                         APPROX.11.0 KM 3381940.5 |
 FR0685|---------------------------------------------------------------------|
 FR0685
 FR0685                          SUPERSEDED SURVEY CONTROL
 FR0685
 FR0685  NAD 83(1986)-  35 16 00.90085(N)    113 57 35.36845(W) AD(       ) 2
 FR0685  NAD 27      -  35 16 00.91800(N)    113 57 32.55500(W) AD(       ) 2
 FR0685  NGVD 29 (07/19/86) 1011.6    (m)         3319.     (f) VERT ANG    3  
 FR0685
 FR0685.Superseded values are not recommended for survey control.
 FR0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0685.See file dsdata.txt to determine how the superseded data were derived.
 FR0685
 FR0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE3075106661(NAD 83)
 FR0685_MARKER: DS = TRIANGULATION STATION DISK
 FR0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0685_SP_SET: CONCRETE POST
 FR0685_STAMPING: WALAPAI SW BASE 1947
 FR0685_MARK LOGO: CGS   
 FR0685_PROJECTION: PROJECTING 30 CENTIMETERS
 FR0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0685+STABILITY: SURFACE MOTION
 FR0685
 FR0685  HISTORY     - Date     Condition        Report By
 FR0685  HISTORY     - 1947     MONUMENTED       CGS
 FR0685  HISTORY     - 1948     GOOD             CGS
 FR0685  HISTORY     - 1961     GOOD             CGS
 FR0685  HISTORY     - 1964     GOOD             CGS
 FR0685  HISTORY     - 1967     GOOD             CGS
 FR0685  HISTORY     - 1967     GOOD             AZHD
 FR0685  HISTORY     - 1972     GOOD             NGS
 FR0685  HISTORY     - 1982     GOOD             NGS
 FR0685  HISTORY     - 1982     GOOD             NGS
 FR0685
 FR0685                          STATION DESCRIPTION
 FR0685
 FR0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 FR0685'THE STATION IS ON THE NORTHWEST SIDE OF THE RIGHT-OF-WAY OF
 FR0685'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT THE MAIN
 FR0685'ENTRANCE TO THE KINGMAN U.S. ARMY AIRBASE.  IT IS ABOUT 7-1/2
 FR0685'MILES, AIRLINE, NORTHEAST OF KINGMAN, AND 1/15 MILE SOUTHEAST
 FR0685'OF U.S. HIGHWAY NO. 66.
 FR0685'
 FR0685'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 12
 FR0685'INCH SQUARE CONCRETE POST, PROJECTING 7 INCHES ABOVE THE SURFACE
 FR0685'OF THE GROUND, IS STAMPED WALAPAI SW BASE 1947.  IT IS 10 FEET
 FR0685'EAST OF A 4 INCH SQUARE WHITE WITNESS POST, 100 YARDS SOUTHEAST
 FR0685'OF THE CHECKING STATION AT THE ENTRANCE TO THE AIRBASE, AND
 FR0685'40 YARDS NORTHEAST OF THE RAILROAD TRACKS.
 FR0685'
 FR0685'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 FR0685'12 INCH SQUARE CONCRETE POST, PROJECTING 12 INCHES ABOVE
 FR0685'THE SURFACE OF THE GROUND, IS STAMPED WALAPAI SW BASE NO 1
 FR0685'1947.  IT IS APPROXIMATELY 3 FEET LOWER IN ELEVATION THAN
 FR0685'THE STATION MARK.
 FR0685'
 FR0685'REFERENCE MARK NO. 2, A STANDARD USC AND GS BENCH MARK DISK
 FR0685'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST, PROJECTING
 FR0685'8 INCHES ABOVE THE SURFACE OF THE GROUND, IS STAMPED T 262
 FR0685'1945.  IT IS ABOUT 50 FEET NORTH OF THE CHECKING STATION,
 FR0685'AND 2 FEET SOUTH OF A 4 INCH SQUARE WHITE WITNESS POST.
 FR0685'
 FR0685'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12
 FR0685'INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE THE
 FR0685'SURFACE OF THE GROUND, IS STAMPED WALAPAI SW BASE 1947.  IT
 FR0685'IS 48 FEET EAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 66
 FR0685'WITH A BLACKTOP ROAD, 10 FEET WEST-NORTHWEST OF A TELEPHONE
 FR0685'POLE, AND 300 YARDS NORTH OF THE MAIN ENTRANCE TO THE KINGMAN
 FR0685'U.S. ARMY AIRBASE.
 FR0685'
 FR0685'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FR0685'DEPOT IN KINGMAN GO NORTHEAST ON U.S. HIGHWAY NO. 66 FOR 7.8
 FR0685'MILES TO ENTRANCE TO THE KINGMAN U.S. ARMY AIRBASE.  TURN
 FR0685'RIGHT, SOUTHEAST, AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 FR0685
 FR0685                          STATION RECOVERY (1961)
 FR0685
 FR0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 FR0685'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 FR0685'BY F.A.R., 1948.
 FR0685
 FR0685                          STATION RECOVERY (1964)
 FR0685
 FR0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFM)
 FR0685'THE STATION MARK AND REFERENCE MARKER NO. 1 WERE RECOVERED IN
 FR0685'GOOD CONDITION.  THE AZIMUTH MARKER AND REFERENCE MARKER
 FR0685'2 HAVE BEEN DESTROYED.
 FR0685
 FR0685                          STATION RECOVERY (1967)
 FR0685
 FR0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 FR0685'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 FR0685'SEVERAL NEW REFERENCES WERE MADE TO HELP EXPEDITE FUTURE
 FR0685'RECOVERY OF THE STATIONS.  THE STATION IS 113 FEET NORTH OF
 FR0685'THE CENTERLINE INTERSECTION OF THE ROAD AND THE RAILROAD
 FR0685'OVERCROSSING.  90.6 FEET NORTHWEST OF THE NORTHWEST TRACK OF
 FR0685'THE ATCHISON, TOPEKA AND THE SANTA FE RAILROAD.  53 FEET
 FR0685'NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE AIRPORT
 FR0685'AND GOING UNDER THE RR UNDERPASS.
 FR0685'
 FR0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 FR0685'NORTHEAST OF KINGMAN.
 FR0685
 FR0685                          STATION RECOVERY (1967)
 FR0685
 FR0685'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967
 FR0685'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 FR0685'FOUND IN GOOD CONDITION (AZIMUTH MARK REPORTED DESTROYED IN
 FR0685'1948, APPARENTLY CONFUSION AS TO ROADS CAUSED ERROR IN REPORT).
 FR0685'REFERENCE MARK 2 APPARENTLY DESTROYED AS PREVIOUSLY REPORTED.
 FR0685'
 FR0685'AZIMUTH MARK WAS IN AREA OF NEW CONSTRUCTION ON U.S. HIGHWAY
 FR0685'66, NECESSITATING MOVEMENT OF MARK.  A NEW AZIMUTH MARK WAS
 FR0685'ESTABLISHED ON SAME AZIMUTH LINE FROM STATION, 200.43 FEET
 FR0685'NORTHEAST OF ORIGINAL MARK.
 FR0685'
 FR0685'THE NEW MARK IS A STANDARD AZIMUTH MARK DISK STAMPED WALAPAI
 FR0685'SW BASE 1947 RESET 1967 SET IN THE TOP OF A 12-INCH SQUARE
 FR0685'CONCRETE POST PROJECTING 4 INCHES.  IT IS LOCATED 180 FEET
 FR0685'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 66 AND THE OLD
 FR0685'BLACKTOP ROAD LEADING TO AIRFIELD, 59 FEET NORTHEAST
 FR0685'OF POWER POLE MARKED REA POLE TEST FOR PROD. LAB. NO. 23,
 FR0685'51.6 FEET NORTH OF THE CENTER LINE OF HIGHWAY 66 AND 1.0 FOOT
 FR0685'NORTH OF A RIGHT-OF-WAY FENCE.
 FR0685
 FR0685                          STATION RECOVERY (1972)
 FR0685
 FR0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 FR0685'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 FR0685'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FR0685'
 FR0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE
 FR0685'KINGMAN MUNICIPAL AIRPORT
 FR0685
 FR0685                          STATION RECOVERY (1982)
 FR0685
 FR0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 FR0685'STATION, REFERENCE MARK NO. 1, AND AZIMUTH MARK RESET 1967 WERE ALL
 FR0685'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FR0685'
 FR0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES NE OF
 FR0685'KINGMAN.
 FR0685
 FR0685                          STATION RECOVERY (1982)
 FR0685
 FR0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0685'13.3 KM (8.2 MI) NE FROM KINGMAN.
 FR0685'13.3 KM (8.25 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA
 FR0685'FE RAILROAD FROM THE STATION AT KINGMAN, 0.25 KM (0.15 MILE) SOUTHEAST
 FR0685'OF US HIGHWAY 66, 27.6 METERS (90.5 FEET) NORTHWEST OF THE NORTHWEST
 FR0685'RAIL, 26.4 METERS (86.5 FEET) NORTHWEST OF THE NORTH CORNER OF THE
 FR0685'RAILROAD BRIDGE OVER INDUSTRIAL PARKWAY, 16.0 METERS (52.5 FEET)
 FR0685'NORTHEAST OF THE CENTER OF INDUSTRIAL PARKWAY.
 FR0685'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 FR0685'THE MARK IS 1.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0687 ***********************************************************************
 FR0687  DESIGNATION -  WALAPAI SW BASE AZ MK RESET
 FR0687  PID         -  FR0687
 FR0687  STATE/COUNTY-  AZ/MOHAVE
 FR0687  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0687
 FR0687                         *CURRENT SURVEY CONTROL
 FR0687  ___________________________________________________________________
 FR0687* NAD 83(1986)-  35 16 17.     (N)    113 57 33.     (W)     SCALED    
 FR0687* NAVD 88     -      1006.953  (meters)    3303.64   (feet)  ADJUSTED  
 FR0687  ___________________________________________________________________
 FR0687  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FR0687  DYNAMIC HT  -        1005.759 (meters)    3299.73  (feet)  COMP
 FR0687  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 FR0687
 FR0687  VERT ORDER  -  FIRST     CLASS II
 FR0687
 FR0687.The horizontal coordinates were scaled from a topographic map and have
 FR0687.an estimated accuracy of +/- 6 seconds.
 FR0687
 FR0687.The orthometric height was determined by differential leveling
 FR0687.and adjusted in June 1991.
 FR0687
 FR0687.The geoid height was determined by GEOID03.
 FR0687
 FR0687.The dynamic height is computed by dividing the NAVD 88
 FR0687.geopotential number by the normal gravity value computed on the
 FR0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0687.degrees latitude (g = 980.6199 gals.).
 FR0687
 FR0687.The modeled gravity was interpolated from observed gravity values.
 FR0687
 FR0687;                    North         East    Units  Estimated Accuracy
 FR0687;SPC AZ W     -   473,720.      194,330.      MT  (+/- 180 meters Scaled)
 FR0687
 FR0687                          SUPERSEDED SURVEY CONTROL
 FR0687
 FR0687.No superseded survey control is available for this station.
 FR0687
 FR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE308071(NAD 83)
 FR0687_MARKER: DZ = AZIMUTH MARK DISK
 FR0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0687_SP_SET: CONCRETE POST
 FR0687_STAMPING: WALAPAI SW BASE 1947 SW RESET 1967
 FR0687_MARK LOGO: CGS   
 FR0687_PROJECTION: PROJECTING 15 CENTIMETERS
 FR0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0687+STABILITY: SURFACE MOTION
 FR0687
 FR0687  HISTORY     - Date     Condition        Report By
 FR0687  HISTORY     - 1967     MONUMENTED       AZHD
 FR0687  HISTORY     - 1982     GOOD             NGS
 FR0687
 FR0687                          STATION DESCRIPTION
 FR0687
 FR0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0687'13.7 KM (8.5 MI) NE FROM KINGMAN.
 FR0687'13.7 KM (8.5 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0687'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.3 KM (0.2 MILE)
 FR0687'NORTHWEST TO THE INTERSECTION OF US HIGHWAY 66 AND A PAVED ROAD
 FR0687'LEADING SOUTHEAST TO THE AIRPORT, 60.5 METERS (198.5 FEET) NORTH OF
 FR0687'THE INTERSECTING CENTERLINES OF THE SOUTH BOUND LANE OF US HIGHWAY 66
 FR0687'AND THE PAVED ROAD TO THE AIRPORT, 15.5 METERS (51.0 FEET) NORTHWEST
 FR0687'OF THE CENTERLINE OF THE SOUTH BOUND LANE, 0.3 METER (1.0 FOOT)
 FR0687'NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FR0687'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0686 ***********************************************************************
 FR0686  DESIGNATION -  WALAPAI SW BASE RM 1
 FR0686  PID         -  FR0686
 FR0686  STATE/COUNTY-  AZ/MOHAVE
 FR0686  USGS QUAD   -  KINGMAN AIRPORT (1980)
 FR0686
 FR0686                         *CURRENT SURVEY CONTROL
 FR0686  ___________________________________________________________________
 FR0686* NAD 83(1986)-  35 16 01.     (N)    113 57 35.     (W)     SCALED    
 FR0686* NAVD 88     -      1011.617  (meters)    3318.95   (feet)  ADJUSTED  
 FR0686  ___________________________________________________________________
 FR0686  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FR0686  DYNAMIC HT  -        1010.417 (meters)    3315.01  (feet)  COMP
 FR0686  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 FR0686
 FR0686  VERT ORDER  -  FIRST     CLASS II
 FR0686
 FR0686.The horizontal coordinates were scaled from a topographic map and have
 FR0686.an estimated accuracy of +/- 6 seconds.
 FR0686
 FR0686.The orthometric height was determined by differential leveling
 FR0686.and adjusted in June 1991.
 FR0686
 FR0686.The geoid height was determined by GEOID03.
 FR0686
 FR0686.The dynamic height is computed by dividing the NAVD 88
 FR0686.geopotential number by the normal gravity value computed on the
 FR0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0686.degrees latitude (g = 980.6199 gals.).
 FR0686
 FR0686.The modeled gravity was interpolated from observed gravity values.
 FR0686
 FR0686;                    North         East    Units  Estimated Accuracy
 FR0686;SPC AZ W     -   473,220.      194,280.      MT  (+/- 180 meters Scaled)
 FR0686
 FR0686                          SUPERSEDED SURVEY CONTROL
 FR0686
 FR0686.No superseded survey control is available for this station.
 FR0686
 FR0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE307066(NAD 83)
 FR0686_MARKER: DR = REFERENCE MARK DISK
 FR0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0686_SP_SET: CONCRETE POST
 FR0686_STAMPING: WALAPAI SW BASE NO 1 1947
 FR0686_MARK LOGO: CGS   
 FR0686_PROJECTION: PROJECTING 17 CENTIMETERS
 FR0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0686+STABILITY: SURFACE MOTION
 FR0686
 FR0686  HISTORY     - Date     Condition        Report By
 FR0686  HISTORY     - 1947     MONUMENTED       CGS
 FR0686  HISTORY     - 1982     GOOD             NGS
 FR0686
 FR0686                          STATION DESCRIPTION
 FR0686
 FR0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0686'13.3 KM (8.2 MI) NE FROM KINGMAN.
 FR0686'13.3 KM (8.2 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FR0686'RAILROAD FROM THE STATION AT KINGMAN, 0.25 KM (0.15 MILE) SOUTHEAST OF
 FR0686'US HIGHWAY 66, 31.0 METERS (101.5 FEET) NORTHWEST OF THE NORTHWEST
 FR0686'RAIL, 37.2 METERS (122.0 FEET) NORTHEAST OF THE CENTER OF INDUSTRIAL
 FR0686'PARKWAY, 21.5 METERS (70.5 FEET) NORTH NORTHEAST OF THE STATION.
 FR0686'THE MARK IS 1.3 METERS  NNE FROM A WITNESS POST.
 FR0686'THE MARK IS 2.0 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0960 ***********************************************************************
 FR0960  DESIGNATION -  WALK
 FR0960  PID         -  FR0960
 FR0960  STATE/COUNTY-  AZ/MOHAVE
 FR0960  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0960
 FR0960                         *CURRENT SURVEY CONTROL
 FR0960  ___________________________________________________________________
 FR0960* NAD 83(1992)-  35 10 00.03603(N)    113 32 07.53439(W)     ADJUSTED  
 FR0960* NAVD 88     -      1413.3    (meters)    4637.     (feet)  VERTCON   
 FR0960  ___________________________________________________________________
 FR0960  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 FR0960  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FR0960  HORZ ORDER  -  SECOND
 FR0960
 FR0960.The horizontal coordinates were established by classical geodetic methods
 FR0960.and adjusted by the National Geodetic Survey in August 1993.
 FR0960
 FR0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0960
 FR0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0960
 FR0960.The geoid height was determined by GEOID03.
 FR0960
 FR0960;                    North         East     Units Scale Factor Converg.
 FR0960;SPC AZ W     -   462,100.313   232,906.957   MT  0.99993804   +0 07 24.9
 FR0960;SPC AZ W     - 1,516,077.14    764,130.44   iFT  0.99993804   +0 07 24.9
 FR0960;UTM  12      - 3,894,470.953   269,082.718   MT  1.00025721   -1 27 39.4
 FR0960
 FR0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0960!SPC AZ W     -   0.99978250  x   0.99993804  =   0.99972055
 FR0960!UTM  12      -   0.99978250  x   1.00025721  =   1.00003965
 FR0960
 FR0960|---------------------------------------------------------------------|
 FR0960| PID    Reference Object                     Distance      Geod. Az  |
 FR0960|                                                           dddmmss.s |
 FR0960| CH4505 WALK RM 1                             5.456 METERS 21443     |
 FR0960| FR0583 WALK AZ MK                                         2505918.8 |
 FR0960| FR0961 KA 1                                  4.740 METERS 25849     |
 FR0960|---------------------------------------------------------------------|
 FR0960
 FR0960                          SUPERSEDED SURVEY CONTROL
 FR0960
 FR0960  NAD 83(1986)-  35 10 00.03675(N)    113 32 07.53733(W) AD(       ) 2
 FR0960  NAD 27      -  35 10 00.01280(N)    113 32 04.76020(W) AD(       ) 2
 FR0960  NGVD 29 (07/19/86) 1412.4    (m)         4634.     (f) VERT ANG    3  
 FR0960
 FR0960.Superseded values are not recommended for survey control.
 FR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0960.See file dsdata.txt to determine how the superseded data were derived.
 FR0960
 FR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6908394471(NAD 83)
 FR0960_MARKER: DE = TRAVERSE STATION DISK
 FR0960_SETTING: 66 = SET IN ROCK OUTCROP
 FR0960
 FR0960  HISTORY     - Date     Condition        Report By
 FR0960  HISTORY     - 1962     MONUMENTED       CGS
 FR0960  HISTORY     - 1979     GOOD             AZDT
 FR0960
 FR0960                          STATION DESCRIPTION
 FR0960
 FR0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0960'THE STATION IS LOCATED ABOUT 32 MILES EAST OF KINGMAN, ABOUT
 FR0960'18 MILES SOUTH-SOUTHEAST OF HACKBERRY, ABOUT 6 MILES EAST OF
 FR0960'HACKBERRY ROAD, ABOUT 100 YARDS NORTH OF THE PIPELINE RIGHT-OF-WAY
 FR0960'AND IS ON THE NORTHEAST PART OF A SMALL HILL.
 FR0960'
 FR0960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FR0960'STATE HIGHWAY 93 IN THE NORTHEAST PART OF KINGMAN, GO EASTERLY
 FR0960'ON STATE HIGHWAY 93 FOR 23 MILES TO MILE POST 95, CONTINUE
 FR0960'EAST ON STATE HIGHWAY 93 FOR 1.6 MILES TO FORKS, KEEP LEFT,
 FR0960'LEAVING STATE HIGHWAY 93, GO EAST FOR 0.2 MILE TO CROSSROAD
 FR0960'AND SIGN HACKBERRY, TURN LEFT, GO NORTH ON GRADED ROAD FOR
 FR0960'5.4 MILES TO A SIDE ROAD RIGHT AND SIGN SILVER SPRINGS
 FR0960'SUBDIVISION, TURN RIGHT, GO EASTERLY ON THE MAIN BLADED ROAD
 FR0960'FOR 5.4 MILES TO THE AZIMUUTH MARK ON THE LEFT, CONTINUE EAST
 FR0960'FOR 0.2 MILE TO CATTLE-GUARD, CONTINUE EASTERLY ON BLADED
 FR0960'ROAD FOR 0.85 MILE TO BASE OF SMALL HILL ON RIGHT, FROM THIS
 FR0960'POINT PACK SOUTH TO TOP OF HILL AND THE STATION.
 FR0960'
 FR0960'STATION MARK, A STANDARD TRAVERSE DISK SET IN DRILL HOLE IN
 FR0960'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 FR0960'GROUND AND IS STAMPED WALK 1961.  THE MARK IS AT THE NORTHEAST
 FR0960'PART OF TOP OF HILL.
 FR0960'
 FR0960'REFERENCE MARK NO. 1, A STANDARD REFERENCE DISK SET IN A DRILL
 FR0960'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 FR0960'OF THE GROUND AND IS STAMPED WALK NO 1 1961.
 FR0960'
 FR0960'KA NO. 1 (AHD), ARIZON A HIGHWAY DEPARTMENT TRAVERSE STATION IS
 FR0960'A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FR0960'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS STAMPED KA
 FR0960'NO 1 1960.
 FR0960'
 FR0960'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN TOP
 FR0960'OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES AND IS
 FR0960'STAMPED WALK 1961.  THE MARK IS 56 FEET NORTH OF CENTER OF
 FR0960'ROAD AND 4.7 FEET EAST OF WITNESS POST.
 FR0960'
 FR0960'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FR0960
 FR0960                          STATION RECOVERY (1979)
 FR0960
 FR0960'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 FR0960'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 FR0960'CONDITION, THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE STATION WAS
 FR0960'NOT OCCUPIED FOR ANGLES OR DISTANCES AT THIS TIME.  A NEW ROUTE TO THE
 FR0960'STATION FOLLOWS.
 FR0960'
 FR0960'TO REACH THE STATION FROM THE JUNCTION OF I 40 AND U.S. 93 WHICH IS 20
 FR0960'MILES EAST OF KINGMAN, TRAVEL EAST ALONG I 40 FOR 9.2 MILES TO A LARGE
 FR0960'HIGHWAY CUT AND A HILL ON THE LEFT WITH A PIPELINE SCAR ON THE LEFT
 FR0960'FACE.  FROM THE CAST END OF THE CUT PACK NORTH ABOVE THE SECOND
 FR0960'PIPELINE TO THE NORTH OF THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2372 ***********************************************************************
 CZ2372  DESIGNATION -  WALK
 CZ2372  PID         -  CZ2372
 CZ2372  STATE/COUNTY-  AZ/PIMA
 CZ2372  USGS QUAD   -  TUCSON (1992)
 CZ2372
 CZ2372                         *CURRENT SURVEY CONTROL
 CZ2372  ___________________________________________________________________
 CZ2372* NAD 83(1992)-  32 10 15.22758(N)    110 59 08.46422(W)     ADJUSTED  
 CZ2372* NAVD 88     -       741.0    (meters)    2431.     (feet)  VERTCON   
 CZ2372  ___________________________________________________________________
 CZ2372  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CZ2372  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CZ2372  HORZ ORDER  -  SECOND
 CZ2372
 CZ2372.The horizontal coordinates were established by classical geodetic methods
 CZ2372.and adjusted by the National Geodetic Survey in August 1993.
 CZ2372
 CZ2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2372
 CZ2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2372
 CZ2372.The geoid height was determined by GEOID03.
 CZ2372
 CZ2372;                    North         East     Units Scale Factor Converg.
 CZ2372;SPC AZ C     -   130,195.384   301,160.773   MT  0.99999504   +0 29 44.6
 CZ2372;SPC AZ C     -   427,150.21    988,060.28   iFT  0.99999504   +0 29 44.6
 CZ2372;UTM  12      - 3,559,378.632   501,349.661   MT  0.99960002   +0 00 27.4
 CZ2372
 CZ2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2372!SPC AZ C     -   0.99988828  x   0.99999504  =   0.99988332
 CZ2372!UTM  12      -   0.99988828  x   0.99960002  =   0.99948834
 CZ2372
 CZ2372|---------------------------------------------------------------------|
 CZ2372| PID    Reference Object                     Distance      Geod. Az  |
 CZ2372|                                                           dddmmss.s |
 CZ2372| CR8313 WALK RM 1                            12.402 METERS 09847     |
 CZ2372| CR8314 WALK RM 2                            18.478 METERS 27436     |
 CZ2372| CZ1850 WARNER                              APPROX. 4.4 KM 3515349.2 |
 CZ2372|---------------------------------------------------------------------|
 CZ2372
 CZ2372                          SUPERSEDED SURVEY CONTROL
 CZ2372
 CZ2372  NAD 83(1986)-  32 10 15.22389(N)    110 59 08.46188(W) AD(       ) 2
 CZ2372  NGVD 29 (05/20/88)  740.3    (m)         2429.     (f) VERT ANG    3  
 CZ2372
 CZ2372.Superseded values are not recommended for survey control.
 CZ2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2372.See file dsdata.txt to determine how the superseded data were derived.
 CZ2372
 CZ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0135059379(NAD 83)
 CZ2372_MARKER: DS = TRIANGULATION STATION DISK
 CZ2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2372+STABILITY: SURFACE MOTION
 CZ2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2372+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2372
 CZ2372  HISTORY     - Date     Condition        Report By
 CZ2372  HISTORY     - 1982     MONUMENTED       AZDT
 CZ2372  HISTORY     - 19950120 GOOD             USPSQD
 CZ2372  HISTORY     - 20000308 GOOD             USPSQD
 CZ2372  HISTORY     - 20020407 GOOD             USPSQD
 CZ2372  HISTORY     - 20060316 GOOD             USPSQD
 CZ2372
 CZ2372                          STATION DESCRIPTION
 CZ2372
 CZ2372'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ2372'THE STATION IS LOCATED ALONG INTERSTATE HIGHWAY 19 IN TUCSON.  IT IS
 CZ2372'UNDER A PEDESTRIAN BRIDGE WHICH IS MIDWAY BETWEEN AJO WAY AND
 CZ2372'IRVINGTON ROAD.
 CZ2372'
 CZ2372'THE STATION MARK IS AN AZDT DISK STAMPED---WALK 1982---.  IT IS
 CZ2372'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 27 FEET EAST OF THE
 CZ2372'CENTER LINE OF THE SOUTH BOUND LANE AND 12 FEET WEST OF A STEEL GIRDER
 CZ2372'BETWEEN 2 SUPPORT POSTS.  WITNESS POSTS ARE 3 FEET NORTH AND SOUTH OF
 CZ2372'THE STATION.
 CZ2372'
 CZ2372'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WALK RM 1 1982---.  IT IS
 CZ2372'SET WITH EPOXY ON TOP OF A CONCRETE POST.
 CZ2372'
 CZ2372'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WALK RM 2 1982---.  IT IS
 CZ2372'SET WITH EPOXY ON TOP OF A CONCRETE POST.
 CZ2372'
 CZ2372'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 19 AND AJO WAY
 CZ2372'TRAFFIC INTERCHANGE IN TUCSON TRAVEL SOUTH ALONG I 19 FOR 0.45 MILE TO
 CZ2372'A PEDESTRIAN OVER CROSSING AND THE STATION ON THE LEFT.
 CZ2372
 CZ2372                          STATION RECOVERY (1995)
 CZ2372
 CZ2372'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ2372'RECOVERED IN GOOD CONDITION.
 CZ2372
 CZ2372                          STATION RECOVERY (2000)
 CZ2372
 CZ2372'RECOVERY NOTE BY US POWER SQUADRON 2000
 CZ2372'RECOVERED IN GOOD CONDITION.
 CZ2372
 CZ2372                          STATION RECOVERY (2002)
 CZ2372
 CZ2372'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ2372'RECOVERED IN GOOD CONDITION.
 CZ2372
 CZ2372                          STATION RECOVERY (2006)
 CZ2372
 CZ2372'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2372'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0583 ***********************************************************************
 FR0583  DESIGNATION -  WALK AZ MK
 FR0583  PID         -  FR0583
 FR0583  STATE/COUNTY-  AZ/MOHAVE
 FR0583  USGS QUAD   -  TIN MOUNTAIN (1980)
 FR0583
 FR0583                         *CURRENT SURVEY CONTROL
 FR0583  ___________________________________________________________________
 FR0583* NAD 83(1986)-  35 09 44.     (N)    113 33 01.     (W)     SCALED    
 FR0583* NAVD 88     -      1268.457  (meters)    4161.60   (feet)  POSTED    
 FR0583  ___________________________________________________________________
 FR0583  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FR0583  DYNAMIC HT  -        1266.880 (meters)    4156.42  (feet)  COMP
 FR0583  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 FR0583
 FR0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0583
 FR0583.The horizontal coordinates were scaled from a topographic map and have
 FR0583.an estimated accuracy of +/- 6 seconds.
 FR0583
 FR0583.The orthometric height was determined by differential leveling
 FR0583.and adjusted by the  in 1992.
 FR0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0583.rate of 0.0 thru 1.0 mm/km.
 FR0583
 FR0583.The geoid height was determined by GEOID03.
 FR0583
 FR0583.The dynamic height is computed by dividing the NAVD 88
 FR0583.geopotential number by the normal gravity value computed on the
 FR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0583.degrees latitude (g = 980.6199 gals.).
 FR0583
 FR0583.The modeled gravity was interpolated from observed gravity values.
 FR0583
 FR0583;                    North         East    Units  Estimated Accuracy
 FR0583;SPC AZ W     -   461,600.      231,560.      MT  (+/- 180 meters Scaled)
 FR0583
 FR0583                          SUPERSEDED SURVEY CONTROL
 FR0583
 FR0583  NGVD 29 (??/??/92) 1267.634  (m)         4158.90   (f) ADJ UNCH    2 0
 FR0583
 FR0583.Superseded values are not recommended for survey control.
 FR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0583.See file dsdata.txt to determine how the superseded data were derived.
 FR0583
 FR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD677940(NAD 83)
 FR0583_MARKER: DZ = AZIMUTH MARK DISK
 FR0583_SETTING: 66 = SET IN ROCK OUTCROP
 FR0583_SP_SET: ROCK OUTCROP
 FR0583_STAMPING: WALK 1961
 FR0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0583+STABILITY: POSITION/ELEVATION WELL
 FR0583
 FR0583  HISTORY     - Date     Condition        Report By
 FR0583  HISTORY     - 1961     MONUMENTED       CGS
 FR0583  HISTORY     - 1962     GOOD             NGS
 FR0583
 FR0583                          STATION DESCRIPTION
 FR0583
 FR0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0583'34.35 MI NE FROM KINGMAN.
 FR0583'ABOUT 24.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0583'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0583'ROAD NORTH TO HACKBERRY, THENCE 5.0 MILES NORTH ALONG THE HACKBERRY
 FR0583'ROAD TO THE JUNCTION OF A DIRT ROAD EAST TO MILLERS RANCH, THENCE 5.25
 FR0583'MILES EAST ALONG THE DIRT ROAD TO THE JUNCTION OF A DIM TRACK ROAD
 FR0583'LEADING NORTHEAST TO A PIPE LINE, WHICH IS ABOUT 0.2 MILE WEST OF A
 FR0583'CATTLE GUARD, 56 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 37 FEET
 FR0583'SOUTHEAST OF THE CENTER OF THE DIM TRACK ROAD, 4.8 FEET EAST OF A
 FR0583'METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 FR0583'IN TOP OF A 2 BY 3 FOOT ROCK OUTCROP WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0679 ***********************************************************************
 FQ0679  DESIGNATION -  WALKER
 FQ0679  PID         -  FQ0679
 FQ0679  STATE/COUNTY-  AZ/COCONINO
 FQ0679  USGS QUAD   -  WING MOUNTAIN (1974)
 FQ0679
 FQ0679                         *CURRENT SURVEY CONTROL
 FQ0679  ___________________________________________________________________
 FQ0679* NAD 83(1992)-  35 16 52.00040(N)    111 50 50.32357(W)     ADJUSTED  
 FQ0679* NAVD 88     -      2344.9    (meters)    7693.     (feet)  VERTCON   
 FQ0679  ___________________________________________________________________
 FQ0679  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 FQ0679  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FQ0679  HORZ ORDER  -  SECOND
 FQ0679
 FQ0679.The horizontal coordinates were established by classical geodetic methods
 FQ0679.and adjusted by the National Geodetic Survey in August 1993.
 FQ0679
 FQ0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0679
 FQ0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0679
 FQ0679.The geoid height was determined by GEOID03.
 FQ0679
 FQ0679;                    North         East     Units Scale Factor Converg.
 FQ0679;SPC AZ C     -   474,760.668   219,668.892   MT  0.99990049   +0 02 24.2
 FQ0679;SPC AZ C     - 1,557,613.74    720,698.46   iFT  0.99990049   +0 02 24.2
 FQ0679;UTM  12      - 3,904,547.052   422,945.785   MT  0.99967317   -0 29 21.9
 FQ0679
 FQ0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0679!SPC AZ C     -   0.99963567  x   0.99990049  =   0.99953620
 FQ0679!UTM  12      -   0.99963567  x   0.99967317  =   0.99930896
 FQ0679
 FQ0679|---------------------------------------------------------------------|
 FQ0679| PID    Reference Object                     Distance      Geod. Az  |
 FQ0679|                                                           dddmmss.s |
 FQ0679| CH4506 WALKER RM 1                          13.957 METERS 10509     |
 FQ0679| FQ0292 NOD                                 APPROX. 5.8 KM 1570357.8 |
 FQ0679| FQ0669 NAVAJO ORDNANCE DEPOT TANK          APPROX. 6.0 KM 1621656.2 |
 FQ0679| CH4507 WALKER RM 2                          12.741 METERS 21255     |
 FQ0679|---------------------------------------------------------------------|
 FQ0679
 FQ0679                          SUPERSEDED SURVEY CONTROL
 FQ0679
 FQ0679  NAD 83(1986)-  35 16 51.99764(N)    111 50 50.31946(W) AD(       ) 2
 FQ0679  NAD 27      -  35 16 51.97080(N)    111 50 47.72860(W) AD(       ) 2
 FQ0679  NGVD 29 (07/19/86) 2343.9    (m)         7690.     (f) VERT ANG    3  
 FQ0679
 FQ0679.Superseded values are not recommended for survey control.
 FQ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0679.See file dsdata.txt to determine how the superseded data were derived.
 FQ0679
 FQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2294604547(NAD 83)
 FQ0679_MARKER: DS = TRIANGULATION STATION DISK
 FQ0679_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0679
 FQ0679  HISTORY     - Date     Condition        Report By
 FQ0679  HISTORY     - 1958     MONUMENTED       CGS
 FQ0679  HISTORY     - 1965     GOOD             USGS
 FQ0679  HISTORY     - 1976     GOOD             NGS
 FQ0679
 FQ0679                          STATION DESCRIPTION
 FQ0679
 FQ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0679'THE STATION IS LOCATED ABOUT 100 FEET SOUTH OF THE SUMMIT
 FQ0679'OF WALKER HILL, 12 MILES NORTHWEST OF FLAGSTAFF AND 3 MILES
 FQ0679'NORTH OF BELLEMONT.
 FQ0679'
 FQ0679'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN FLAGSTAFF,
 FQ0679'GO WESTERLY ON U.S. HIGHWAY 66 AND 89 FOR 11.3 MILES TO A
 FQ0679'SIGN BELLEMONT, CONTINUE AHEAD ON THE HIGHWAY FOR 0.1 MILE
 FQ0679'TO A GRADED ROAD AND STOCK GUARD ON THE RIGHT.  TURN RIGHT
 FQ0679'AND GO NORTH FOR 1.9 MILES, CROSS A HIGH-PRESSURE GAS LINE AND
 FQ0679'CONTINUE NORTH ON THE FOREST SERVICE ROAD FOR 1.0 MILE TO A
 FQ0679'ROAD LEFT AND SIGN 271B.  TURN LEFT AND GO 0.4 MILE TO A FORK,
 FQ0679'KEEP RIGHT AND GO 0.1 MILE, TURN LEFT AND GO ACROSS COUNTRY
 FQ0679'FOR 0.3 MILE TO END OF TRUCK TRAVEL IN A PINE GROVE.  PACK
 FQ0679'WESTERLY ALONG A GAME TRAIL INTO A GROVE OF ASPENS, LEAVE
 FQ0679'THE GAME TRAIL AND GO SOUTHWESTERLY UP THE HILL TO THE TOP
 FQ0679'AND STATION.  ABOUT A 20 MINUTE PACK
 FQ0679'
 FQ0679'THE STATION MARK IS A STANDARD DISK STAMPED WALKER 1958, SET
 FQ0679'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0679'IT IS 5 FEET NORTH OF A PINE WITH A TRIANGULAR BLAZE AND
 FQ0679'ABOUT 6 FEET LOWER THAN THE TOP OF THE HILL.
 FQ0679'
 FQ0679'R.M. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 FQ0679'THAT PROJECTS 12 INCHES AND IS 4 FEET LOWER THAN THE STATION
 FQ0679'MARK.  IT IS STAMPED WALKER NO 1 1958.
 FQ0679'
 FQ0679'R.M. 2 IS A STANDARD DISK STAMPED WALKER NO 2 1958, SET IN
 FQ0679'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND AND
 FQ0679'ABOUT 4 FEET LOWER THAN THE STATION MARK.
 FQ0679
 FQ0679                          STATION RECOVERY (1965)
 FQ0679
 FQ0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0679'RECOVERED IN GOOD CONDITION.
 FQ0679
 FQ0679                          STATION RECOVERY (1976)
 FQ0679
 FQ0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FQ0679'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FQ0679'AND FOUND IN GOOD CONDITION.  THE RMS CHECKED WITHIN 7 CENT.  BUT
 FQ0679'THE ANGLE BETWEEN RMS DIFFERED BY 2 MIN 23 SEC.
 FQ0679'
 FQ0679'A NEW TO REACH DESCRIPTION FOLLOWS--
 FQ0679'
 FQ0679'TO REACH FROM THE JUNCTION OF INTERSTATE 17 AND 40 (SOUTH EDGE OF
 FQ0679'FLAGSTAFF), GO WEST ON I-40 FOR 10.45 MILES TO BELLEMONT
 FQ0679'INTERCHANGE, TAKE THE NORTH OFF RAMP, CROSS OVER, CONTINUE WEST ON
 FQ0679'THE ACCESS ROAD FOR 0.75 MILE TO A T ROAD RIGHT, GO RIGHT FOR 1.65
 FQ0679'MILES TO A PIPELINE, CONTINUE NORTH FOR 0.9 MILE TO A FOREST
 FQ0679'SERVICE RD. (171-E).  TURN LEFT AND GO 0.4 MILE TO A FORK, KEEP
 FQ0679'RIGHT AND GO 0.1 MILE, TURN LEFT AND GO ACROSS COUNTRY FOR 0.3 MILE
 FQ0679'TO END OF TRUCK TRAVEL IN A PINE GROVE, PACK WESTERLY ALONG A
 FQ0679'GAME TRAIL INTO A GROVE OF ASPENS, LEAVE THE GAME TRAIL AND GO
 FQ0679'SOUTHWESTERLY UP THE HILL TO THE TOP AND THE STATION.  ABOUT A 20
 FQ0679'MINUTE PACK.
 FQ0679'
 FQ0679'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FQ0679'
 FQ0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FQ0679'12 MILES NORTHWEST OF FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1145 ***********************************************************************
 ES1145  DESIGNATION -  WALKER
 ES1145  PID         -  ES1145
 ES1145  STATE/COUNTY-  AZ/YAVAPAI
 ES1145  USGS QUAD   -  WALKER MTN (1969)
 ES1145
 ES1145                         *CURRENT SURVEY CONTROL
 ES1145  ___________________________________________________________________
 ES1145* NAD 83(1992)-  34 36 54.01094(N)    111 40 09.74573(W)     ADJUSTED  
 ES1145* NAVD 88     -      1784.     (meters)    5853.     (feet)  SCALED    
 ES1145  ___________________________________________________________________
 ES1145  LAPLACE CORR-          10.96  (seconds)                    DEFLEC99
 ES1145  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 ES1145  HORZ ORDER  -  THIRD
 ES1145
 ES1145.The horizontal coordinates were established by classical geodetic methods
 ES1145.and adjusted by the National Geodetic Survey in August 1993.
 ES1145
 ES1145.The orthometric height was scaled from a topographic map.
 ES1145
 ES1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1145
 ES1145.The geoid height was determined by GEOID03.
 ES1145
 ES1145;                    North         East     Units Scale Factor Converg.
 ES1145;SPC AZ C     -   400,895.859   236,037.895   MT  0.99990634   +0 08 25.7
 ES1145;SPC AZ C     - 1,315,275.13    774,402.54   iFT  0.99990634   +0 08 25.7
 ES1145;UTM  12      - 3,830,553.355   438,633.321   MT  0.99964642   -0 22 48.9
 ES1145
 ES1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1145!SPC AZ C     -   0.99972398  x   0.99990634  =   0.99963034
 ES1145!UTM  12      -   0.99972398  x   0.99964642  =   0.99937049
 ES1145
 ES1145:                Primary Azimuth Mark                     Grid Az
 ES1145:SPC AZ C     -  THIRTEEN MILE                            183 21 27.1
 ES1145:UTM  12      -  THIRTEEN MILE                            183 52 41.7
 ES1145
 ES1145|---------------------------------------------------------------------|
 ES1145| PID    Reference Object                     Distance      Geod. Az  |
 ES1145|                                                           dddmmss.s |
 ES1145| ES1144 THIRTEEN MILE                       APPROX.12.3 KM 1832952.8 |
 ES1145| CS4003 WALKER RM 1                          10.439 METERS 20900     |
 ES1145|---------------------------------------------------------------------|
 ES1145
 ES1145                          SUPERSEDED SURVEY CONTROL
 ES1145
 ES1145  NAD 83(1986)-  34 36 54.00522(N)    111 40 09.74601(W) AD(       ) 3
 ES1145
 ES1145.Superseded values are not recommended for survey control.
 ES1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1145.See file dsdata.txt to determine how the superseded data were derived.
 ES1145
 ES1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3863330553(NAD 83)
 ES1145_MARKER: DS = TRIANGULATION STATION DISK
 ES1145_SETTING: 80 = SET IN A BOULDER
 ES1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1145+STABILITY: SURFACE MOTION
 ES1145
 ES1145  HISTORY     - Date     Condition        Report By
 ES1145  HISTORY     - 1930     MONUMENTED       USGS
 ES1145
 ES1145                          STATION DESCRIPTION
 ES1145
 ES1145'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1145'LOCATED ABOUT 21 MI BY RD. AND TRAIL NE. OF CAMP VERDE, 6 MI SE.
 ES1145'OF SODA SPRINGS.
 ES1145'
 ES1145'TO REACH FROM SODA SPRINGS, FOLLOW RD. TO LOWLANDERS FRUIT RANCH.
 ES1145'TAKE STOCK TRAIL TO TOP OF MESA RIM AND ACROSS JUNIPER FLAT TO
 ES1145'PEAK AND STATION ON FURTHER WEST ONE OF TWO PEAKS NEAR MESA RIM
 ES1145'OVERLOOKING VERDE VALLEY.
 ES1145'
 ES1145'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1145'LARGE FLAT ROCK.
 ES1145'
 ES1145'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN MALPAIS
 ES1145'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2287 ***********************************************************************
 DU2287  DESIGNATION -  WALKER
 DU2287  PID         -  DU2287
 DU2287  STATE/COUNTY-  AZ/PINAL
 DU2287  USGS QUAD   -  BLACKWATER (1981)
 DU2287
 DU2287                         *CURRENT SURVEY CONTROL
 DU2287  ___________________________________________________________________
 DU2287* NAD 83(1992)-  33 03 53.39436(N)    111 30 53.00437(W)     ADJUSTED  
 DU2287* NAVD 88     -       605.5    (meters)    1987.     (feet)  VERTCON   
 DU2287  ___________________________________________________________________
 DU2287  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DU2287  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DU2287  HORZ ORDER  -  THIRD
 DU2287
 DU2287.The horizontal coordinates were established by classical geodetic methods
 DU2287.and adjusted by the National Geodetic Survey in August 1993.
 DU2287
 DU2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2287
 DU2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2287
 DU2287.The geoid height was determined by GEOID03.
 DU2287
 DU2287;                    North         East     Units Scale Factor Converg.
 DU2287;SPC AZ C     -   229,012.818   250,891.763   MT  0.99991736   +0 13 09.5
 DU2287;SPC AZ C     -   751,354.39    823,135.71   iFT  0.99991736   +0 13 09.5
 DU2287;UTM  12      - 3,658,591.990   451,951.614   MT  0.99962846   -0 16 51.0
 DU2287
 DU2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2287!SPC AZ C     -   0.99990958  x   0.99991736  =   0.99982695
 DU2287!UTM  12      -   0.99990958  x   0.99962846  =   0.99953808
 DU2287
 DU2287                          SUPERSEDED SURVEY CONTROL
 DU2287
 DU2287  NAD 83(1986)-  33 03 53.39121(N)    111 30 52.99878(W) AD(       ) 3
 DU2287  NGVD 29 (04/26/91)  605.0    (m)         1985.     (f) VERT ANG    3  
 DU2287
 DU2287.Superseded values are not recommended for survey control.
 DU2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2287.See file dsdata.txt to determine how the superseded data were derived.
 DU2287
 DU2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5195258592(NAD 83)
 DU2287_MARKER: DD = SURVEY DISK
 DU2287_SETTING: 0 = UNSPECIFIED SETTING
 DU2287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2287
 DU2287  HISTORY     - Date     Condition        Report By
 DU2287  HISTORY     - 1899     MONUMENTED       USGS
 DU2287  HISTORY     - 1921     GOOD             USGS
 DU2287
 DU2287                          STATION DESCRIPTION
 DU2287
 DU2287'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 DU2287'LOCATED ABOUT 8 MI W. OF FLORENCE.  ON HIGH CONICAL BUTTE NEAR
 DU2287'GILA RIVER.
 DU2287'
 DU2287'TO REACH NOT GIVEN.
 DU2287'
 DU2287'STATION MARK--ALUMINUM TABLET, STAMPING UNKNOWN, UNDER 8-FT HIGH
 DU2287'CAIRN.
 DU2287'
 DU2287'RMS--NONE SET.
 DU2287
 DU2287                          STATION RECOVERY (1921)
 DU2287
 DU2287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1921
 DU2287'RECOVERED IN GOOD CONDITION.
 DU2287'
 DU2287'NOTE--IN 1963 STATION MARK WAS NOT FOUND.  WALKER 2 WAS
 DU2287'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0280 ***********************************************************************
 GO0280  DESIGNATION -  WALKER RESET
 GO0280  PID         -  GO0280
 GO0280  STATE/COUNTY-  AZ/APACHE
 GO0280  USGS QUAD   -  WALKER BUTTE (1982)
 GO0280
 GO0280                         *CURRENT SURVEY CONTROL
 GO0280  ___________________________________________________________________
 GO0280* NAD 83(1992)-  36 46 12.97257(N)    109 29 23.21316(W)     ADJUSTED  
 GO0280* NAVD 88     -      1840.3    (meters)    6038.     (feet)  VERTCON   
 GO0280  ___________________________________________________________________
 GO0280  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 GO0280  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GO0280  HORZ ORDER  -  THIRD
 GO0280
 GO0280.The horizontal coordinates were established by classical geodetic methods
 GO0280.and adjusted by the National Geodetic Survey in August 1993.
 GO0280
 GO0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0280
 GO0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0280
 GO0280.The geoid height was determined by GEOID03.
 GO0280
 GO0280;                    North         East     Units Scale Factor Converg.
 GO0280;SPC AZ E     -   640,191.933   273,785.822   MT  0.99994497   +0 24 18.7
 GO0280;SPC AZ E     - 2,100,367.23    898,247.45   iFT  0.99994497   +0 24 18.7
 GO0280;UTM  12      - 4,070,451.634   634,780.947   MT  0.99982380   +0 54 15.0
 GO0280
 GO0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0280!SPC AZ E     -   0.99971451  x   0.99994497  =   0.99965950
 GO0280!UTM  12      -   0.99971451  x   0.99982380  =   0.99953836
 GO0280
 GO0280:                Primary Azimuth Mark                     Grid Az
 GO0280:SPC AZ E     -  BRINDLE                                  243 42 32.2
 GO0280:UTM  12      -  BRINDLE                                  243 12 35.9
 GO0280
 GO0280|---------------------------------------------------------------------|
 GO0280| PID    Reference Object                     Distance      Geod. Az  |
 GO0280|                                                           dddmmss.s |
 GO0280| GO0242 BRINDLE                             APPROX.26.1 KM 2440650.9 |
 GO0280|---------------------------------------------------------------------|
 GO0280
 GO0280                          SUPERSEDED SURVEY CONTROL
 GO0280
 GO0280  NAD 83(1992)-  36 46 12.97116(N)    109 29 23.21362(W) AD(       ) 3
 GO0280  NAD 83(1986)-  36 46 12.97031(N)    109 29 23.21356(W) AD(       ) 3
 GO0280  NGVD 29 (08/22/88) 1839.3    (m)         6034.     (f) VERT ANG    3  
 GO0280
 GO0280.Superseded values are not recommended for survey control.
 GO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0280.See file dsdata.txt to determine how the superseded data were derived.
 GO0280
 GO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF3478170452(NAD 83)
 GO0280_MARKER: DS = TRIANGULATION STATION DISK
 GO0280_SETTING: 80 = SET IN A BOULDER
 GO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0280+STABILITY: SURFACE MOTION
 GO0280
 GO0280  HISTORY     - Date     Condition        Report By
 GO0280  HISTORY     - 1968     MONUMENTED       USGS
 GO0280
 GO0280                          STATION DESCRIPTION
 GO0280
 GO0280'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GO0280'STATION MARK NOT FOUND, 3-INCH DRILL
 GO0280'HOLE RECOVERED AND REMARKED WITH 1/2-INCH COPPER-COATED STEEL ROD
 GO0280'PROJECTING ABOUT 2 FT.  RM 1 NOT FOUND.  RM 2 ONLY SHANK
 GO0280'RECOVERED CEMENTED IN DRILL HOLE IN SANDSTONE LEDGE.
 GO0280'
 GO0280'LOCATED ABOUT 11 MI NE. OF ROCK POINT TRADING POST, 3 MI SW. OF
 GO0280'SWEETWATER TRADING POST, 3 MI SE. OF MAIN E.-W. RD.  ON HIGH
 GO0280'POINT OF PARTIALLY-WOODED SHOULDER PROJECTING N.
 GO0280'
 GO0280'TO REACH FROM ROCK POINT TRADING POST, DRIVE 0.2 MI N. TO
 GO0280'SHIPROCK RD.  TURN RIGHT 6.4 MI NE.  TURN RIGHT 0.5 MI SE. TO
 GO0280'WINDMILL AND TANK, CONTINUE 1.9 MI SE. TURNING LEFT ONTO DIM RD.
 GO0280'GO 0.8 MI E. UPGRADE TO HIGH POINT ON CENTER OF SHOULDER AND
 GO0280'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0871 ***********************************************************************
 DW0871  DESIGNATION -  WALL
 DW0871  PID         -  DW0871
 DW0871  STATE/COUNTY-  AZ/LA PAZ
 DW0871  USGS QUAD   -  BOUSE NW (1990)
 DW0871
 DW0871                         *CURRENT SURVEY CONTROL
 DW0871  ___________________________________________________________________
 DW0871* NAD 83(1992)-  33 59 38.31157(N)    114 08 01.29778(W)     ADJUSTED  
 DW0871* NAVD 88     -       231.30   (+/-2cm)     758.9    (feet)  VERTCON   
 DW0871  ___________________________________________________________________
 DW0871  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DW0871  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DW0871  HORZ ORDER  -  SECOND
 DW0871  VERT ORDER  -  THIRD ? (See Below)
 DW0871
 DW0871.The horizontal coordinates were established by classical geodetic methods
 DW0871.and adjusted by the National Geodetic Survey in August 1993.
 DW0871
 DW0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0871.The vertical order pertains to the NGVD 29 superseded value.
 DW0871
 DW0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0871
 DW0871.The geoid height was determined by GEOID03.
 DW0871
 DW0871;                    North         East     Units Scale Factor Converg.
 DW0871;SPC AZ W     -   332,063.087   177,912.289   MT  0.99994882   -0 12 52.3
 DW0871;SPC AZ W     - 1,089,445.82    583,701.74   iFT  0.99994882   -0 12 52.3
 DW0871;UTM  11      - 3,765,192.485   764,757.562   MT  1.00046419   +1 36 12.6
 DW0871
 DW0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0871!SPC AZ W     -   0.99996859  x   0.99994882  =   0.99991741
 DW0871!UTM  11      -   0.99996859  x   1.00046419  =   1.00043277
 DW0871
 DW0871|---------------------------------------------------------------------|
 DW0871| PID    Reference Object                     Distance      Geod. Az  |
 DW0871|                                                           dddmmss.s |
 DW0871| CF1697 WALL RM 2                             8.078 METERS 02527     |
 DW0871| CF1695 WALL AZ MK                                         0983335.8 |
 DW0871| CF1696 WALL RM 1                             7.095 METERS 28442     |
 DW0871|---------------------------------------------------------------------|
 DW0871
 DW0871                          SUPERSEDED SURVEY CONTROL
 DW0871
 DW0871  NAD 83(1986)-  33 59 38.31082(N)    114 08 01.30581(W) AD(       ) 2
 DW0871  NAD 27      -  33 59 38.23200(N)    114 07 58.50100(W) AD(       ) 2
 DW0871  NGVD 29 (07/19/86)  230.69   (m)          756.9    (f) LEVELING    3  
 DW0871
 DW0871.Superseded values are not recommended for survey control.
 DW0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0871.See file dsdata.txt to determine how the superseded data were derived.
 DW0871
 DW0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6475865192(NAD 83)
 DW0871_MARKER: DS = TRIANGULATION STATION DISK
 DW0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0871+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DW0871
 DW0871  HISTORY     - Date     Condition        Report By
 DW0871  HISTORY     - 1949     MONUMENTED       CGS
 DW0871  HISTORY     - 1957     GOOD             AMS
 DW0871  HISTORY     - 20071019 GOOD             GEOCAC
 DW0871
 DW0871                          STATION DESCRIPTION
 DW0871
 DW0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 DW0871'THE STATION IS LOCATED ON THE NORTH BANK OF STATE HIGHWAY 72
 DW0871'ABOUT 8 MILES AIR LINE NORTHWEST OF BOUSE, 0.1 MILE WEST OF
 DW0871'HIGHWAY MILEPOST 18, 125 FEET SOUTHWEST OF RAILROAD MILEPOST
 DW0871'89 AND 60 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 72.
 DW0871'THE STATION MARK PROJECTS 4 INCHES AND IS STAMPED, WALL 1948.
 DW0871'
 DW0871'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0871'THE STATION MARK, PROJECTS 2 INCHES AND STAMPED, WALL NO 1 1948.
 DW0871'
 DW0871'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DW0871'THE STATION MARK, PROJECTS 3 INCHES AND STAMPED, WALL NO 2 1948.
 DW0871'
 DW0871'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTER LINE OF STATE
 DW0871'HIGHWAY 72, 3 FEET WEST OF A WITNESS POST, PROJECTS 6 INCHES
 DW0871'AND STAMPED, WALL 1948.
 DW0871'
 DW0871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72
 DW0871'AND 95 IN BOUSE, GO NORTHWEST ON STATE HIGHWAY 72 FOR 8.8
 DW0871'MILES TO THE AZIMUTH MARK ON THE RIGHT NORTH.  CONTINUE ON
 DW0871'HIGHWAY FOR 0.3 MILE TO THE STATION AS DESCRIBED ABOVE.
 DW0871
 DW0871                          STATION RECOVERY (1957)
 DW0871
 DW0871'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 DW0871'STATION RECOVERED AS DESCRIBED.
 DW0871'
 DW0871'REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED.
 DW0871'
 DW0871'THE STATION IS 69.0 FEET N OF CENTERLINE OF ROAD.  218.0 FEET
 DW0871'S OF CENTER OF RAILROAD TRACK.  359.0 FEET ESE OF LONE TREE,
 DW0871'REFERENCE POINT 1.  610.0 FEET W OF LONE TREE, REFERENCE POINT
 DW0871'2.
 DW0871
 DW0871                          STATION RECOVERY (2007)
 DW0871
 DW0871'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DW0871'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DW0871'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0573 ***********************************************************************
 GP0573  DESIGNATION -  WALL
 GP0573  PID         -  GP0573
 GP0573  STATE/COUNTY-  AZ/COCONINO
 GP0573  USGS QUAD   -  PAGE (1985)
 GP0573
 GP0573                         *CURRENT SURVEY CONTROL
 GP0573  ___________________________________________________________________
 GP0573* NAD 83(1992)-  36 56 32.10938(N)    111 28 59.01523(W)     ADJUSTED  
 GP0573* NAVD 88     -      1155.2    (meters)    3790.     (feet)  VERTCON   
 GP0573  ___________________________________________________________________
 GP0573  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GP0573  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0573  HORZ ORDER  -  SECOND
 GP0573
 GP0573.The horizontal coordinates were established by classical geodetic methods
 GP0573.and adjusted by the National Geodetic Survey in August 1993.
 GP0573
 GP0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0573
 GP0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0573
 GP0573.The geoid height was determined by GEOID03.
 GP0573
 GP0573;                    North         East     Units Scale Factor Converg.
 GP0573;SPC AZ C     -   659,149.933   251,981.482   MT  0.99991837   +0 15 38.2
 GP0573;SPC AZ C     - 2,162,565.40    826,710.90   iFT  0.99991837   +0 15 38.2
 GP0573;SPC UT S     - 3,030,585.977   501,509.104   MT  1.00005837   +0 00 37.4
 GP0573;UTM  12      - 4,088,575.274   456,986.615   MT  0.99962279   -0 17 25.2
 GP0573
 GP0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0573!SPC AZ C     -   0.99982243  x   0.99991837  =   0.99974081
 GP0573!SPC UT S     -   0.99982243  x   1.00005837  =   0.99988079
 GP0573!UTM  12      -   0.99982243  x   0.99962279  =   0.99944528
 GP0573
 GP0573|---------------------------------------------------------------------|
 GP0573| PID    Reference Object                     Distance      Geod. Az  |
 GP0573|                                                           dddmmss.s |
 GP0573| CH4509 WALL RM 1                             8.360 METERS 06046     |
 GP0573| CH4508 WALL AZ MK                                         1393618.4 |
 GP0573| CH4510 WALL RM 2                             7.305 METERS 14747     |
 GP0573|---------------------------------------------------------------------|
 GP0573
 GP0573                          SUPERSEDED SURVEY CONTROL
 GP0573
 GP0573  NAD 83(1986)-  36 56 32.10398(N)    111 28 59.01701(W) AD(       ) 2
 GP0573  NAD 27      -  36 56 32.14700(N)    111 28 56.45000(W) AD(       ) 2
 GP0573  NGVD 29 (07/19/86) 1154.3    (m)         3787.     (f) VERT ANG    3  
 GP0573
 GP0573.Superseded values are not recommended for survey control.
 GP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0573.See file dsdata.txt to determine how the superseded data were derived.
 GP0573
 GP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5698788575(NAD 83)
 GP0573_MARKER: DS = TRIANGULATION STATION DISK
 GP0573_SETTING: 66 = SET IN ROCK OUTCROP
 GP0573
 GP0573  HISTORY     - Date     Condition        Report By
 GP0573  HISTORY     - 1947     MONUMENTED       CGS
 GP0573
 GP0573                          STATION DESCRIPTION
 GP0573
 GP0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GP0573'THE STATION IS ABOUT 21 MILES NORTHWEST OF COPPER MINE TRADING
 GP0573'POST, ON THE RIM OF GLEN CANYON, IS ABOUT MID-WAY BETWEEN
 GP0573'TWO PROMINENT BEEHIVE-SHAPED SANDSTONE MOUNDS, AND IS APPROXIMATELY
 GP0573'1/2 MILE FROM EACH, ONE MOUNT BEING ON THE WEST SIDE OF THE RIVER
 GP0573'AND ONE ON EAST SIDE.
 GP0573'
 GP0573'THE STATION IS A STANDARD DISK STAMPED WALL 1947 SET FLUSH
 GP0573'IN BEDROCK, APPROXIMATELY 200 FEET EAST AND ABOUT 30 FEET
 GP0573'HIGHER THAN THE RIM OF CANYON WALL OF THE COLORADO RIVER.
 GP0573'
 GP0573'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WALL NO 1 1947,
 GP0573'SET IN OUTCROP OF BEDROCK, SAME OUTCROP AS STATION.  IT IS
 GP0573'EAST-NORTHEAST AND ABOUT 9 FEET LOWER THAN STATION.
 GP0573'
 GP0573'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WALL NO 2
 GP0573'1947, SET IN SAME BEDROCK OUTCROP AS STATION.  IT IS
 GP0573'SOUTH-SOUTHEAST OF AND ABOUT 3 FEET LOWER THAN THE STATION.
 GP0573'
 GP0573'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WALL 1947, SET
 GP0573'IN BEDROCK IN SADDLE BETWEEN TWO TALL OUTCROPS, ABOUT 0.3
 GP0573'MILE SOUTH-SOUTH EAST OF STATION, ABOUT IN LINE BETWEEN STATION
 GP0573'ANTELOPE AND PROMINENT BEEHIVE-SHAPED SANDSTONE MOUNDS, AND IS
 GP0573'ABOUT 300 YARDS NORTH OF RIM.
 GP0573'
 GP0573'TO REACH FROM NAVAJO BRIDGE, GO SOUTH ON U.S. HIGHWAY 89,
 GP0573'41 MILES TO THE GAP.  TURN LEFT FOLLOW DIRT ROAD FOR 1.5
 GP0573'MILES TO THE TOP OF THE RIM.  TAKE LEFT FORK AND GO 4.6 MILES
 GP0573'TO A FORK.  TAKE LEFT FORK AND GO ABOUT 20 MILES TO THE COPPER
 GP0573'TRADING POST.  FROM THE POST FOLLOW A TRACK ROAD OVER THE
 GP0573'HILL TO THE NORTH FOR 2 MILES TO A FORK.  TAKE RIGHT FORK,
 GP0573'GO 1.6 MILES TO A FORK.  KEEP RIGHT FORK 2 MILES TO DIAGONAL
 GP0573'CROSSROADS.  KEEP STRAIGHT AHEAD UP THE VALLEY IN A SADDLE
 GP0573'BETWEEN LOW CLIFFS, 1.3 MILES TO A FORK.  KEEP LEFT FORK
 GP0573'NORTHEASTERLY 0.9 MILE TO A POINT WHERE A ROAD COMES IN FROM
 GP0573'THE RIGHT.  KEEP STRAIGHT AHEAD 0.3 MILE TO CROSSROADS.
 GP0573'TAKE THE RIGHT FORK 1.2 MILES TO A POINT WHERE A ROAD
 GP0573'ENTERS FROM THE LEFT.  KEEP STRAIGHT AHEAD 1.9 MILES TO
 GP0573'DIAGONAL CROSSROADS.  KEEP STRAIGHT AHEAD 0.1 MILE TO
 GP0573'CROSSROADS.  TURN LEFT, NORTHWEST, GO 0.8 MILE TO A FORK.
 GP0573'KEEP LEFT FORK ON RIDGE FOR 5.9 MILES TO A FORK.  KEEP
 GP0573'LEFT FORK 2.7 MILES TO A FORK.  TAKE LEFT FORK DOWN HILL.
 GP0573'BEAR RIGHT ACROSS VALLEY FOR ABOUT 1 MILE, PASSING TO THE
 GP0573'LEFT OF TWO SANDSTONE PROJECTIONS.  CONTINUE DOWN VALLEY NORTHWEST
 GP0573'FOR 1.7 MILES.  BEAR RIGHT UP HILL FOR ABOUT 0.3 MILE,
 GP0573'THENCE TURN LEFT AND GO ABOUT 0.4 MILE TO RIM OF MESA AND
 GP0573'STATION MANSON.  FROM HERE CONTINUE NORTHWARD 2.3 MILES TO
 GP0573'THE CREST OF THE NEXT RIDGE.  BEAR RIGHT, WESTERLY, DOWN RIDGE
 GP0573'FOR 0.45 MILE TO STATION ANTELOPE.  FROM HERE PACK DOWN
 GP0573'SLOPE TO A POINT MID-WAY BETWEEN TWON BEEHIVE-SHAPED
 GP0573'MOUNDS AND THE STATION AS DESCRIBE ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0677 ***********************************************************************
 FQ0677  DESIGNATION -  WALLACE
 FQ0677  PID         -  FQ0677
 FQ0677  STATE/COUNTY-  AZ/COCONINO
 FQ0677  USGS QUAD   -  KENDRICK PEAK (1966)
 FQ0677
 FQ0677                         *CURRENT SURVEY CONTROL
 FQ0677  ___________________________________________________________________
 FQ0677* NAD 83(1992)-  35 29 45.82040(N)    111 48 25.92983(W)     ADJUSTED  
 FQ0677* NAVD 88     -      2276.6    (meters)    7469.     (feet)  VERTCON   
 FQ0677  ___________________________________________________________________
 FQ0677  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FQ0677  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FQ0677  HORZ ORDER  -  SECOND
 FQ0677
 FQ0677.The horizontal coordinates were established by classical geodetic methods
 FQ0677.and adjusted by the National Geodetic Survey in August 1993.
 FQ0677
 FQ0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0677
 FQ0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0677
 FQ0677.The geoid height was determined by GEOID03.
 FQ0677
 FQ0677;                    North         East     Units Scale Factor Converg.
 FQ0677;SPC AZ C     -   498,609.796   223,291.090   MT  0.99990121   +0 03 48.8
 FQ0677;SPC AZ C     - 1,635,858.91    732,582.32   iFT  0.99990121   +0 03 48.8
 FQ0677;UTM  12      - 3,928,356.087   426,787.913   MT  0.99966605   -0 28 07.4
 FQ0677
 FQ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0677!SPC AZ C     -   0.99964638  x   0.99990121  =   0.99954763
 FQ0677!UTM  12      -   0.99964638  x   0.99966605  =   0.99931255
 FQ0677
 FQ0677|---------------------------------------------------------------------|
 FQ0677| PID    Reference Object                     Distance      Geod. Az  |
 FQ0677|                                                           dddmmss.s |
 FQ0677| CH4511 WALLACE RM 1                         12.286 METERS 06056     |
 FQ0677| FQ0628 VIEW                                APPROX. 9.3 KM 1355228.7 |
 FQ0677| CH4512 WALLACE RM 2                          7.622 METERS 15148     |
 FQ0677|---------------------------------------------------------------------|
 FQ0677
 FQ0677                          SUPERSEDED SURVEY CONTROL
 FQ0677
 FQ0677  NAD 83(1986)-  35 29 45.81824(N)    111 48 25.92499(W) AD(       ) 2
 FQ0677  NAD 27      -  35 29 45.81924(N)    111 48 23.36023(W) AD(       ) 2
 FQ0677  NGVD 29 (07/19/86) 2275.6    (m)         7466.     (f) VERT ANG    3  
 FQ0677
 FQ0677.Superseded values are not recommended for survey control.
 FQ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0677.See file dsdata.txt to determine how the superseded data were derived.
 FQ0677
 FQ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2678828356(NAD 83)
 FQ0677_MARKER: DD = SURVEY DISK
 FQ0677_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0677
 FQ0677  HISTORY     - Date     Condition        Report By
 FQ0677  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0677
 FQ0677                          STATION DESCRIPTION
 FQ0677
 FQ0677'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0677'THE STATION IS ABOUT 22.4 MILES NORTH-NORTHWEST OF FLAGSTAFF ON
 FQ0677'NORTHERN MOST POINT OF A CINDER PIT.
 FQ0677'
 FQ0677'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED WALLACE 1976
 FQ0677'AND IS EPOXIED IN A DRILL HOLE IN 1 X 1 FOOT CINDER OUTCROP ON
 FQ0677'HIGHEST PART OF HILL.  STATION IS ABOUT 10 PACES EAST OF A DIM
 FQ0677'BLADED PATH THAT RUNS NORTH AND SOUTH AMID A THICK STAND OF PINON
 FQ0677'AND PINE TREES.
 FQ0677'
 FQ0677'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED WALLACE
 FQ0677'RM 2 1976 AND IS EPOXIED TO A SMALL MALAPAI BOULDER PROJECTING 0.8
 FQ0677'FEET ABOVE GROUND.
 FQ0677'
 FQ0677'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED WALLACE
 FQ0677'RM 1 1976 AND IS EPOXIED TO A MALAPAI BOULDER APPROXIMATELY 1.5
 FQ0677'FEET ABOVE GROUND.
 FQ0677'
 FQ0677'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 66 AND 180 IN
 FQ0677'FALGSTAFF, TRAVEL NORTH ON U.S. HWY. 180 THROUGH FORT VALLEY
 FQ0677'AND KENDRICK PARK TO MILE POST 242.7 AND A CINDER ROAD RIGHT,
 FQ0677'TURN RIGHT ON CINDER ROAD THAT BEARS NORTHWEST AND GO 0.27 MILES
 FQ0677'TO A ROAD RIGHT THAT LEADS TO A CINDER PIT.  THE STATION IS 200
 FQ0677'FT. NORTH OF A GRAVEL PIT ON HIGHEST POINT AND IS MARKED WITH
 FQ0677'WITNESS POST AND SIGN 2.5 FEET NORTH OF STATION.
 FQ0677'
 FQ0677'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1520 ***********************************************************************
 DA1520  DESIGNATION -  WALLS
 DA1520  PID         -  DA1520
 DA1520  STATE/COUNTY-  AZ/PIMA
 DA1520  USGS QUAD   -  ARMENTA WELL (1990)
 DA1520
 DA1520                         *CURRENT SURVEY CONTROL
 DA1520  ___________________________________________________________________
 DA1520* NAD 83(1992)-  32 10 18.01011(N)    112 45 46.58288(W)     ADJUSTED  
 DA1520* NAVD 88     -       555.9    (meters)    1824.     (feet)  VERTCON   
 DA1520  ___________________________________________________________________
 DA1520  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DA1520  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DA1520  HORZ ORDER  -  SECOND
 DA1520
 DA1520.The horizontal coordinates were established by classical geodetic methods
 DA1520.and adjusted by the National Geodetic Survey in August 1993.
 DA1520
 DA1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1520
 DA1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1520
 DA1520.The geoid height was determined by GEOID03.
 DA1520
 DA1520;                    North         East     Units Scale Factor Converg.
 DA1520;SPC AZ C     -   130,215.110   133,549.072   MT  0.99997853   -0 27 02.3
 DA1520;SPC AZ C     -   427,214.93    438,153.12   iFT  0.99997853   -0 27 02.3
 DA1520;UTM  12      - 3,560,826.089   333,780.486   MT  0.99994073   -0 56 20.1
 DA1520
 DA1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1520!SPC AZ C     -   0.99991770  x   0.99997853  =   0.99989623
 DA1520!UTM  12      -   0.99991770  x   0.99994073  =   0.99985843
 DA1520
 DA1520:                Primary Azimuth Mark                     Grid Az
 DA1520:SPC AZ C     -  LEWIS                                    009 28 25.0
 DA1520:UTM  12      -  LEWIS                                    009 57 42.8
 DA1520
 DA1520|---------------------------------------------------------------------|
 DA1520| PID    Reference Object                     Distance      Geod. Az  |
 DA1520|                                                           dddmmss.s |
 DA1520| DA1518 LEWIS                               APPROX. 6.0 KM 0090122.7 |
 DA1520| CH5693 HIGHWAY 85 STA 1092+00.00 1825.28    51.410 METERS 12227     |
 DA1520| CH5694 HIGHWAY 85 STA 1092+00.00 1821.38    27.610 METERS 21847     |
 DA1520|---------------------------------------------------------------------|
 DA1520
 DA1520                          SUPERSEDED SURVEY CONTROL
 DA1520
 DA1520  NAD 83(1986)-  32 10 17.99908(N)    112 45 46.58566(W) AD(       ) 2
 DA1520  NAD 27      -  32 10 17.77356(N)    112 45 44.05455(W) AD(       ) 2
 DA1520  NGVD 29 (07/19/86)  555.2    (m)         1822.     (f) VERT ANG    3  
 DA1520
 DA1520.Superseded values are not recommended for survey control.
 DA1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1520.See file dsdata.txt to determine how the superseded data were derived.
 DA1520
 DA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3378060826(NAD 83)
 DA1520_MARKER: DD = SURVEY DISK
 DA1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1520+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1520
 DA1520  HISTORY     - Date     Condition        Report By
 DA1520  HISTORY     - 1977     MONUMENTED       AZDT
 DA1520  HISTORY     - 19970306 GOOD             USPSQD
 DA1520  HISTORY     - 20061112 GOOD             USPSQD
 DA1520
 DA1520                          STATION DESCRIPTION
 DA1520
 DA1520'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1520'THE STATION IS ABOUT 15.5 MILES EAST SOUTHEAST OF AJO AND 7 MILES
 DA1520'SOUTH OF WHY ON THE WEST SIDE OF HWY. 85.
 DA1520'
 DA1520'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED WALLS 1977 AND
 DA1520'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 51 FEET WEST OF
 DA1520'HWY. CENTERLINE, APPROXIMATELY 27 FEET NORTHEAST OF A SAHUARO
 DA1520'CACTUS AND ABOUT 1.5 FEET LOWER THAN HWY.  THIS STATION IS LOCATED
 DA1520'ON NATIONAL FOREST LAND.
 DA1520'
 DA1520'REFERENCE MARK 1 IS AN U.S. DEPARTMENT OF AGRICULTURE DISK SET IN A
 DA1520'CONCRETE POST AND STAMPED 1092+00.00 ELEV. 1825.28 AND IS ON THE
 DA1520'EAST SIDE OF HWY.
 DA1520'
 DA1520'REFERENCE MARK 2 IS AN U.S. DEPARTMENT OF AGRICULTURE DISK SET IN
 DA1520'A CONCRETE POST STAMPED 1092+00.00 ELEV 1821.38 AND IS ON WEST SIDE
 DA1520'OF HWY.
 DA1520'
 DA1520'TO REACH THE STATION FROM THE JUNCTION OF HWY. 85 AND 86 AT WHY,
 DA1520'TRAVEL SOUTH ON HWY. 85 TO MILE POST 59.8 AND THE STATION ON THE
 DA1520'RIGHT.
 DA1520'
 DA1520'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1520
 DA1520                          STATION RECOVERY (1997)
 DA1520
 DA1520'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1520'RECOVERED IN GOOD CONDITION.
 DA1520
 DA1520                          STATION RECOVERY (2006)
 DA1520
 DA1520'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0323 ***********************************************************************
 FQ0323  DESIGNATION -  WALNUT
 FQ0323  PID         -  FQ0323
 FQ0323  STATE/COUNTY-  AZ/COCONINO
 FQ0323  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0323
 FQ0323                         *CURRENT SURVEY CONTROL
 FQ0323  ___________________________________________________________________
 FQ0323* NAD 83(1992)-  35 12 29.65607(N)    111 30 45.92333(W)     ADJUSTED  
 FQ0323* NAVD 88     -      2027.040  (meters)    6650.38   (feet)  ADJUSTED  
 FQ0323  ___________________________________________________________________
 FQ0323  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 FQ0323  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0323  DYNAMIC HT  -        2024.154 (meters)    6640.91  (feet)  COMP
 FQ0323  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0323
 FQ0323  HORZ ORDER  -  SECOND
 FQ0323  VERT ORDER  -  FIRST     CLASS II
 FQ0323
 FQ0323.The horizontal coordinates were established by classical geodetic methods
 FQ0323.and adjusted by the National Geodetic Survey in August 1993.
 FQ0323
 FQ0323.The orthometric height was determined by differential leveling
 FQ0323.and adjusted in June 1991.
 FQ0323
 FQ0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0323
 FQ0323.The geoid height was determined by GEOID03.
 FQ0323
 FQ0323.The dynamic height is computed by dividing the NAVD 88
 FQ0323.geopotential number by the normal gravity value computed on the
 FQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0323.degrees latitude (g = 980.6199 gals.).
 FQ0323
 FQ0323.The modeled gravity was interpolated from observed gravity values.
 FQ0323
 FQ0323;                    North         East     Units Scale Factor Converg.
 FQ0323;SPC AZ C     -   466,749.060   250,134.991   MT  0.99991666   +0 13 58.4
 FQ0323;SPC AZ C     - 1,531,328.94    820,652.86   iFT  0.99991666   +0 13 58.4
 FQ0323;UTM  12      - 3,896,256.649   453,328.759   MT  0.99962684   -0 17 44.3
 FQ0323
 FQ0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0323!SPC AZ C     -   0.99968560  x   0.99991666  =   0.99960228
 FQ0323!UTM  12      -   0.99968560  x   0.99962684  =   0.99931256
 FQ0323
 FQ0323|---------------------------------------------------------------------|
 FQ0323| PID    Reference Object                     Distance      Geod. Az  |
 FQ0323|                                                           dddmmss.s |
 FQ0323| FQ0322 WALNUT RM 2                          30.017 METERS 11235     |
 FQ0323| CH4513 WALNUT AZ MK                                       2892750.2 |
 FQ0323| FQ0321 WALNUT RM 1                          30.623 METERS 34600     |
 FQ0323|---------------------------------------------------------------------|
 FQ0323
 FQ0323                          SUPERSEDED SURVEY CONTROL
 FQ0323
 FQ0323  NAD 83(1986)-  35 12 29.65054(N)    111 30 45.92234(W) AD(       ) 2
 FQ0323  NAD 27      -  35 12 29.61260(N)    111 30 43.34210(W) AD(       ) 2
 FQ0323  NGVD 29 (??/??/92) 2026.014  (m)         6647.01   (f) ADJ UNCH    1 2
 FQ0323
 FQ0323.Superseded values are not recommended for survey control.
 FQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0323.See file dsdata.txt to determine how the superseded data were derived.
 FQ0323
 FQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD5332996257(NAD 83)
 FQ0323_MARKER: DS = TRIANGULATION STATION DISK
 FQ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0323_STAMPING: WALNUT 1958
 FQ0323_MARK LOGO: CGS   
 FQ0323_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0323+STABILITY: SURFACE MOTION
 FQ0323
 FQ0323  HISTORY     - Date     Condition        Report By
 FQ0323  HISTORY     - 1958     MONUMENTED       CGS
 FQ0323  HISTORY     - 1958     GOOD             CGS
 FQ0323  HISTORY     - 1959     GOOD             CGS
 FQ0323  HISTORY     - 1967     MARK NOT FOUND   USGS
 FQ0323  HISTORY     - 1971     GOOD             AZHD
 FQ0323  HISTORY     - 1983     GOOD             NGS
 FQ0323
 FQ0323                          STATION DESCRIPTION
 FQ0323
 FQ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0323'THE STATION IS LOCATED ABOUT 8 MILES EAST OF THE CENTER OF
 FQ0323'FLAGSTAFF, 6 MILES WEST OF WINONA AND JUST NORTH OF THE NORTH
 FQ0323'RIGHT-OF-WAY OF U.S. HIGHWAY 66.
 FQ0323'
 FQ0323'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0323'FLAGSTAFF, GO EAST ON U.S. HIGHWAY 66 AND 89 FOR 3.7 MILES TO
 FQ0323'A POINT WHERE U.S. HIGHWAY 89 TURNS LEFT, CONTINUE EAST ON
 FQ0323'U.S. HIGHWAY 66 FOR 4.7 MILES TO A T-ROAD RIGHT AND SIGN
 FQ0323'WALNUT CANYON, CONTINUE EAST ON THE HIGHWAY FOR 0.15 MILE TO
 FQ0323'THE STATION ON THE LEFT.
 FQ0323'
 FQ0323'THE STATION MARK, STAMPED WALNUT 1958, IS A STANDARD DISK
 FQ0323'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FQ0323'PROJECTS 3 INCHES AND IS 14 FEET NORTHEAST OF A WITNESS SIGN
 FQ0323'POST AND FENCE.
 FQ0323'
 FQ0323'REFERENCE MARK NO. 1, STAMPED WALNUT NO 1 1958, IS A STANDARD
 FQ0323'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FQ0323'THAT PROJECTS 2 INCHES AND IS 110 FEET NORTH OF A WITNESS
 FQ0323'SIGN POST AND FENCE.
 FQ0323'
 FQ0323'REFERENCE MARK NO. 2, STAMPED WALNUT NO 2 1958, IS A STANDARD
 FQ0323'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FQ0323'PROJECTS 4 INCHES.  IT IS 100 FEET EAST OF A WITNESS SIGN
 FQ0323'POST AND 1 FOOT NORTH OF A FENCE.
 FQ0323
 FQ0323                          STATION RECOVERY (1958)
 FQ0323
 FQ0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0323'8.5 MI E FROM FLAGSTAFF.
 FQ0323'8.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0323'IN FLAGSTAFF TO A T-ROAD RIGHT AND SIGN WALNUT CANYON, CONTINUE EAST
 FQ0323'ON THE HIGHWAY FOR 0.15 MILE, 14 FEET NORTHEAST OF A WITNESS POST AND
 FQ0323'FENCE AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 FQ0323'PROJECTS 3 INCHES.
 FQ0323
 FQ0323                          STATION RECOVERY (1959)
 FQ0323
 FQ0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0323'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 FQ0323'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 FQ0323'
 FQ0323'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ON U.S.
 FQ0323'HIGHWAY 66 FOR 0.2 MILE TO THE MARK ON THE RIGHT, NORTH.
 FQ0323'
 FQ0323'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, WALNUT 1958,
 FQ0323'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH.
 FQ0323'IT IS 81 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE AND 30.0
 FQ0323'FEET NORTH OF A WITNESS SIGN NAILED TO A 7 INCH PINE TREE.
 FQ0323
 FQ0323                          STATION RECOVERY (1967)
 FQ0323
 FQ0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JBB)
 FQ0323'A DILIGENT SEARCH WAS MADE OF THE AREA BUT WALNUT WAS NOT
 FQ0323'FOUND, NEITHER WERE EITHER OF THE REFERENCE MARKS.
 FQ0323'
 FQ0323'THE AM. TEL AND TEL HAVE LAID A NEW UNDERGROUND CABLE IN THE
 FQ0323'AREA SPECIFIED FOR THE LOCATION OF THIS STATION
 FQ0323
 FQ0323                          STATION RECOVERY (1971)
 FQ0323
 FQ0323'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0323'GENERAL LOCATION ALONG INT. 40 BETWEEN FLAGSTAFF AND WINSLOW.
 FQ0323'TO REACH FROM MILEPOST 205, WHICH LIES TO THE EAST OF WALNUT
 FQ0323'CANYON OVERPASS ROAD, EASTERLY ON THE INT. FOR 0.2 MILES AND
 FQ0323'TO THE STATION NORTH OF THE NORTH R/W FENCE LINE.  THE STATION
 FQ0323'IS A STANDARD USC AND GS TRIANGULATION BRASS CAP, SET IN A
 FQ0323'12 IN SQUARE CONCRETE POST, UP 0.1 FT, STAMPED, WALNUT 1958,
 FQ0323'AND LOCATED 14 FT NORTH OF A USC AND GS SURVEY SIGN AND 4 FT
 FQ0323'NORTH OF THE NORTH R/W FENCE OF INT. 40.  R.M. 1 IS A STANDARD
 FQ0323'USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN SQUARE
 FQ0323'CONCRETE POST, UP 0.2 FT, STAMPED, WALNUT NO 1 1958, LOCATED
 FQ0323'ABOUT 100 FT NORTHWEST OF THE MAIN STATION.  R.M. 2 IS A
 FQ0323'STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN A 12 IN
 FQ0323'SQUARE CONCRETE POST, 0.1 FT, LOCATED INSIDE THE INT.
 FQ0323'RIGHT OF WAY, ABOUT 100 FT SOUTHEAST OF THE STATION.
 FQ0323
 FQ0323                          STATION RECOVERY (1983)
 FQ0323
 FQ0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0323'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0323'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0323'IN FLAGSTAFF, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG INTERSTATE
 FQ0323'HIGHWAY 40, 0.4 KM (0.25 MI) SOUTHEAST OF THE WALNUT CANYON OVERPASS,
 FQ0323'34.8 METERS (114.2 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 FQ0323'OF THE HIGHWAY AND 1.0 METER (3.3 FT) NORTH OF A FENCE.
 FQ0323'THE MARK IS 4.3 METERS  NE FROM A WITNESS POST.
 FQ0323'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1111 ***********************************************************************
 CY1111  DESIGNATION -  WALNUT
 CY1111  PID         -  CY1111
 CY1111  STATE/COUNTY-  AZ/GREENLEE
 CY1111  USGS QUAD   -  ASH PEAK (1986)
 CY1111
 CY1111                         *CURRENT SURVEY CONTROL
 CY1111  ___________________________________________________________________
 CY1111* NAD 83(1992)-  32 51 12.49629(N)    109 17 31.86074(W)     ADJUSTED  
 CY1111* NAVD 88     -      1454.9    (meters)    4773.     (feet)  VERTCON   
 CY1111  ___________________________________________________________________
 CY1111  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CY1111  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CY1111  HORZ ORDER  -  SECOND
 CY1111
 CY1111.The horizontal coordinates were established by classical geodetic methods
 CY1111.and adjusted by the National Geodetic Survey in August 1993.
 CY1111
 CY1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1111
 CY1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1111
 CY1111.The geoid height was determined by GEOID03.
 CY1111
 CY1111;                    North         East     Units Scale Factor Converg.
 CY1111;SPC AZ E     -   205,841.534   295,211.210   MT  0.99998258   +0 28 27.9
 CY1111;SPC AZ E     -   675,333.12    968,540.72   iFT  0.99998258   +0 28 27.9
 CY1111;UTM  12      - 3,636,335.241   659,810.098   MT  0.99991491   +0 55 36.0
 CY1111
 CY1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1111!SPC AZ E     -   0.99977569  x   0.99998258  =   0.99975828
 CY1111!UTM  12      -   0.99977569  x   0.99991491  =   0.99969062
 CY1111
 CY1111|---------------------------------------------------------------------|
 CY1111| PID    Reference Object                     Distance      Geod. Az  |
 CY1111|                                                           dddmmss.s |
 CY1111| CC7619 WALNUT RM 1                          13.359 METERS 06907     |
 CY1111| CC7620 WALNUT RM 2                          13.389 METERS 17048     |
 CY1111| CY1114 TRAIL                               APPROX. 1.5 KM 3495348.1 |
 CY1111|---------------------------------------------------------------------|
 CY1111
 CY1111                          SUPERSEDED SURVEY CONTROL
 CY1111
 CY1111  NAD 83(1986)-  32 51 12.49166(N)    109 17 31.85775(W) AD(       ) 2
 CY1111  NAD 27      -  32 51 12.25325(N)    109 17 29.61020(W) AD(       ) 2
 CY1111  NGVD 29 (07/19/86) 1454.2    (m)         4771.     (f) VERT ANG    3  
 CY1111
 CY1111.Superseded values are not recommended for survey control.
 CY1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1111.See file dsdata.txt to determine how the superseded data were derived.
 CY1111
 CY1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5981036335(NAD 83)
 CY1111_MARKER: DD = SURVEY DISK
 CY1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1111
 CY1111  HISTORY     - Date     Condition        Report By
 CY1111  HISTORY     - 1976     MONUMENTED       AZDT
 CY1111
 CY1111                          STATION DESCRIPTION
 CY1111
 CY1111'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1111'THE STATION IS ABOUT 24.5 MILES EAST OF SAFFORD AND 14 MILES
 CY1111'SOUTH OF CLIFTON, 0.3 MILE SOUTH OF U.S. HWY. 666.
 CY1111'
 CY1111'THE STATION IS AN A.D.O.T. HWY. DIVISION ALUMINUM CAP STAMPED
 CY1111'WALNUT SET IN A CONCRETE POST.
 CY1111'
 CY1111'THE TWO REFERENCE MARKS ARE A.D.O.T. HWY. DIVISION ALUMINUM
 CY1111'CAPS STAMPED WALNUT RM 1 AND RM 2 SET IN CONCRETE POSTS.
 CY1111'
 CY1111'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 666 AND 70,
 CY1111'10 MILES EAST OF SAFFORD, TRAVEL EAST ON U.S. HWY. 666 TO
 CY1111'M.P. 147.02 AND GATE ON RIGHT (OPPOSITE REST AREA), AND GO THROUGH
 CY1111'GATE AND CONTINUE ON TRAIL FOR 0.44 MILE TO STATION ON LEFT AT A
 CY1111'FLAT AREA.  STATION IS 45 FT. EAST OF TRAIL MARKED WITH A WITNESS
 CY1111'POST AND SIGN.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1172 ***********************************************************************
 CY1172  DESIGNATION -  WALNUT
 CY1172  PID         -  CY1172
 CY1172  STATE/COUNTY-  AZ/COCHISE
 CY1172  USGS QUAD   -  RAILROAD PASS (1979)
 CY1172
 CY1172                         *CURRENT SURVEY CONTROL
 CY1172  ___________________________________________________________________
 CY1172* NAD 83(1992)-  32 17 58.83512(N)    109 39 01.11177(W)     ADJUSTED  
 CY1172* NAVD 88     -      1402.2    (meters)    4600.     (feet)  VERTCON   
 CY1172  ___________________________________________________________________
 CY1172  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CY1172  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CY1172  HORZ ORDER  -  FIRST
 CY1172
 CY1172.The horizontal coordinates were established by classical geodetic methods
 CY1172.and adjusted by the National Geodetic Survey in August 1993.
 CY1172
 CY1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1172
 CY1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1172
 CY1172.The geoid height was determined by GEOID03.
 CY1172
 CY1172;                    North         East     Units Scale Factor Converg.
 CY1172;SPC AZ E     -   144,211.739   261,988.331   MT  0.99992915   +0 16 33.3
 CY1172;SPC AZ E     -   473,135.63    859,541.77   iFT  0.99992915   +0 16 33.3
 CY1172;UTM  12      - 3,574,453.207   627,074.234   MT  0.99979913   +0 43 16.7
 CY1172
 CY1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1172!SPC AZ E     -   0.99978407  x   0.99992915  =   0.99971323
 CY1172!UTM  12      -   0.99978407  x   0.99979913  =   0.99958324
 CY1172
 CY1172|---------------------------------------------------------------------|
 CY1172| PID    Reference Object                     Distance      Geod. Az  |
 CY1172|                                                           dddmmss.s |
 CY1172| CC7617 WALNUT RM 1                          16.970 METERS 00333     |
 CY1172| CY1160 BOWIE GERONIMOS CASTLE              APPROX.15.5 KM 0784757.6 |
 CY1172| CC7618 WALNUT RM 2                          12.194 METERS 08138     |
 CY1172| CC7616 WALNUT AZ MK                                       1494949.2 |
 CY1172|---------------------------------------------------------------------|
 CY1172
 CY1172                          SUPERSEDED SURVEY CONTROL
 CY1172
 CY1172  NAD 83(1986)-  32 17 58.83013(N)    109 39 01.10930(W) AD(       ) 1
 CY1172  NAD 27      -  32 17 58.56100(N)    109 38 58.86200(W) AD(       ) 1
 CY1172  NGVD 29 (07/19/86) 1401.4    (m)         4598.     (f) VERT ANG    3  
 CY1172
 CY1172.Superseded values are not recommended for survey control.
 CY1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1172.See file dsdata.txt to determine how the superseded data were derived.
 CY1172
 CY1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2707474453(NAD 83)
 CY1172_MARKER: DS = TRIANGULATION STATION DISK
 CY1172_SETTING: 66 = SET IN ROCK OUTCROP
 CY1172_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CY1172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1172+STABILITY: POSITION/ELEVATION WELL
 CY1172
 CY1172  HISTORY     - Date     Condition        Report By
 CY1172  HISTORY     - 1945     MONUMENTED       CGS
 CY1172  HISTORY     - 1960     GOOD             CGS
 CY1172  HISTORY     - 1983     GOOD             AZDT
 CY1172
 CY1172                          STATION DESCRIPTION
 CY1172
 CY1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1172'STATION IS 11 MILES (AIR LINE) ENE OF WILLCOX AND 10-1/2
 CY1172'MILES (AIR LINE) WSW OF BOWIE.  IT IS ON THE HIGHEST POINT
 CY1172'OF A LONG RIDGE WHICH EXTENDS NE FROM THE DOS CABEZAS RANGE.
 CY1172'THE RIDGE IS LOCATED BETWEEN GOLD WASH TO THE SE AND WALNUT
 CY1172'GULCH TO THE NW.  THE STATION IS ABOUT 4-1/2 MILES (AIR LINE)
 CY1172'SSW OF THE JUNCTION OF U.S. HIGHWAY 666 AND STATE HIGHWAY
 CY1172'86.
 CY1172'
 CY1172'TO REACH STATION FROM THE E JUNCTION OF U.S. HIGHWAY 666
 CY1172'AND STATE HIGHWAY 86 ABOUT 14 MILES E OF WILLCOX, GO E ON
 CY1172'STATE HIGHWAY 86 FOR 2.2 MILES.  HERE TURN RIGHT OR S ACROSS
 CY1172'A CATTLE GUARD AND GO ON A BLADED ROAD FOR 4.8 MILES TO A
 CY1172'FORK.* HERE TAKE THE RIGHT FORK AND GO 0.8 MILE TO A CATTLE
 CY1172'GUARD.  CONTINUE FOR 0.3 MILE TO THE TOP OF A LOW RIDGE.  HERE
 CY1172'TURN RIGHT OR N AND GO CROSS COUNTRY UP THE RIDGE FOR 0.3
 CY1172'MILE TO THE HIGHEST POINT AND THE STATION.
 CY1172'
 CY1172'*FROM THIS FORK TAKE THE LEFT HAND ROAD AND GO 0.5 MILE TO A GATE
 CY1172'AT A RANCH HOUSE.  CONTINUE FOR 0.1 MILE TO A CREEK.  CONTINUE
 CY1172'FOR 0.4 MILE TO A FORK.  HERE TAKE THE LEFT FORK E FOR
 CY1172'0.1 MILE TO THE AZIMUTH MARK WITNESS POST ON THE RIGHT.
 CY1172'
 CY1172'STATION MARK IS A BRONZE STATION DISK STAMPED WALNUT 1945 AND
 CY1172'IS SET IN A BOULDER PROJECTING 10 INCHES ABOVE THE GROUND.
 CY1172'THE MARK IS 14 FEET E OF A 4-FOOT CAIRN.
 CY1172'
 CY1172'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED WALNUT
 CY1172'NO 1 1945 AND IS SET IN A BOULDER PROJECTING 6 INCHES.  IT IS
 CY1172'AT ABOUT THE SAME LEVEL AS THE STATION.  THE MARK IS N OF
 CY1172'THE STATION.
 CY1172'
 CY1172'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED WALNUT NO
 CY1172'2 1945 AND IS SET IN A SQUARE CONCRETE POST PROJECTING 12 INCHES
 CY1172'ABOVE THE GROUND.  THE MARK IS E OF THE STATION AND ABOUT
 CY1172'14 INCHES LOWER.
 CY1172'
 CY1172'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED WALNUT 1945 AND
 CY1172'IS SET IN A BOULDER PROJECTING 6 FEET.  THE MARK IS 72 PACES S
 CY1172'OF THE ROAD AND 60 PACES S OF THE WITNESS POST, ABOUT HALF
 CY1172'WAY UP ON THE SIDE OF A SMALL HILL.  THE MARK IS SE OF THE
 CY1172'STATION.
 CY1172'
 CY1172'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
 CY1172
 CY1172                          STATION RECOVERY (1960)
 CY1172
 CY1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1172'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE
 CY1172'FOUND IN VERY GOOD CONDITION.
 CY1172
 CY1172                          STATION RECOVERY (1983)
 CY1172
 CY1172'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY1172'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1945.
 CY1172'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.
 CY1172'
 CY1172'TO REACH THE STATION FROM THE POST OFFICE IN WILCOX TRAVEL SOUTHEAST
 CY1172'ALONG GRANT STREET FOR 0.1 MILE TO HASKELL AVENUE.  TURN LEFT AND
 CY1172'TRAVEL NORTHEAST FOR 4.2 MILES BEARING RIGHT ON EAST BOUND RAMP OF
 CY1172'INTERSTATE HIGHWAY 10 TO A BLADED ROAD RIGHT.  TURN RIGHT AND TRAVEL
 CY1172'SOUTHEAST FOR 0.3 MILE CROSSING RAILROAD TO A BLADED ROAD LEFT.  TURN
 CY1172'LEFT AND TRAVEL EAST ALONG THE MAIN BLADED ROAD FOR 6.55 MILES TO THE
 CY1172'ENTRANCE TO THE EL PASO NATURAL GAS PUMPING STATION, CONTINUE  EAST
 CY1172'ALONG BLADED ROAD FOR 2.4 MILES TO A CATTLE GUARD WHICH OVER LOOKS A
 CY1172'RANCH IN THE SMALL VALLEY.  TRAVEL EAST ON MAIN ROAD FOR 0.45 MILE TO
 CY1172'A SMALL SADDLE.  TURN LEFT ON A DIM TRACK ROAD AND TRAVEL NORTH UP THE
 CY1172'RIDGE FOR 0.3 MILE TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0951 ***********************************************************************
 ES0951  DESIGNATION -  WALNUT
 ES0951  PID         -  ES0951
 ES0951  STATE/COUNTY-  AZ/NAVAJO
 ES0951  USGS QUAD   -  HANKS DRAW (1990)
 ES0951
 ES0951                         *CURRENT SURVEY CONTROL
 ES0951  ___________________________________________________________________
 ES0951* NAD 83(1992)-  34 23 08.67062(N)    110 40 14.52727(W)     ADJUSTED  
 ES0951* NAVD 88     -      2157.9    (meters)    7080.     (feet)  VERTCON   
 ES0951  ___________________________________________________________________
 ES0951  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ES0951  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 ES0951  HORZ ORDER  -  SECOND
 ES0951
 ES0951.The horizontal coordinates were established by classical geodetic methods
 ES0951.and adjusted by the National Geodetic Survey in August 1993.
 ES0951
 ES0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0951
 ES0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0951
 ES0951.The geoid height was determined by GEOID03.
 ES0951
 ES0951;                    North         East     Units Scale Factor Converg.
 ES0951;SPC AZ E     -   375,553.462   167,010.757   MT  0.99992647   -0 17 04.8
 ES0951;SPC AZ E     - 1,232,130.78    547,935.55   iFT  0.99992647   -0 17 04.8
 ES0951;UTM  12      - 3,804,976.743   530,271.868   MT  0.99961130   +0 11 09.5
 ES0951
 ES0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0951!SPC AZ E     -   0.99966512  x   0.99992647  =   0.99959161
 ES0951!UTM  12      -   0.99966512  x   0.99961130  =   0.99927655
 ES0951
 ES0951:                Primary Azimuth Mark                     Grid Az
 ES0951:SPC AZ E     -  SHARP                                    186 44 49.7
 ES0951:UTM  12      -  SHARP                                    186 16 35.4
 ES0951
 ES0951|---------------------------------------------------------------------|
 ES0951| PID    Reference Object                     Distance      Geod. Az  |
 ES0951|                                                           dddmmss.s |
 ES0951| ES0939 SHARP                               407.118 METERS 1862744.9 |
 ES0951|---------------------------------------------------------------------|
 ES0951
 ES0951                          SUPERSEDED SURVEY CONTROL
 ES0951
 ES0951  NAD 83(1986)-  34 23 08.66452(N)    110 40 14.53185(W) AD(       ) 2
 ES0951  NGVD 29 (08/03/87) 2156.9    (m)         7076.     (f) VERT ANG    3  
 ES0951
 ES0951.Superseded values are not recommended for survey control.
 ES0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0951.See file dsdata.txt to determine how the superseded data were derived.
 ES0951
 ES0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3027204977(NAD 83)
 ES0951_MARKER: DS = TRIANGULATION STATION DISK
 ES0951_SETTING: 66 = SET IN ROCK OUTCROP
 ES0951_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0951+STABILITY: POSITION/ELEVATION WELL
 ES0951
 ES0951  HISTORY     - Date     Condition        Report By
 ES0951  HISTORY     - 1984     MONUMENTED       AZDT
 ES0951  HISTORY     - 19971011 GOOD             USPSQD
 ES0951
 ES0951                          STATION DESCRIPTION
 ES0951
 ES0951'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0951'THE STATION IS LOCATED 5 MILES SOUTHWEST OF HEBER ALONG THE SOUTH SIDE
 ES0951'STATE ROUTE 260.
 ES0951'
 ES0951'THE STATION MARK IS AN AZDT DISK STAMPED---WALNUT 1984---.  IT IS SET
 ES0951'IN A DRILL HOLE IN BEDROCK, 70 FEET WEST OF THE RIGHT OF WAY FENCE,
 ES0951'38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET SOUTHWEST OF
 ES0951'THE WITNESS POST.
 ES0951'
 ES0951'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0951'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 6.5 MILES TO
 ES0951'MILEPOST 297.45 AND THE STATION ON THE LEFT.
 ES0951
 ES0951                          STATION RECOVERY (1997)
 ES0951
 ES0951'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0401 ***********************************************************************
 CF0401  DESIGNATION -  WALNUT
 CF0401  PID         -  CF0401
 CF0401  STATE/COUNTY-  AZ/COCHISE
 CF0401  USGS QUAD   -  PEDREGOSA MOUNTAINS EAST (1986)
 CF0401
 CF0401                         *CURRENT SURVEY CONTROL
 CF0401  ___________________________________________________________________
 CF0401* NAD 83(1992)-  31 30 03.25992(N)    109 19 17.11619(W)     ADJUSTED  
 CF0401* NAVD 88     -      1369.54   (+/-2cm)    4493.2    (feet)  VERTCON   
 CF0401  ___________________________________________________________________
 CF0401  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CF0401  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CF0401  HORZ ORDER  -  SECOND
 CF0401  VERT ORDER  -  THIRD ? (See Below)
 CF0401
 CF0401.The horizontal coordinates were established by classical geodetic methods
 CF0401.and adjusted by the National Geodetic Survey in August 1993.
 CF0401
 CF0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0401.The vertical order pertains to the NGVD 29 superseded value.
 CF0401
 CF0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0401
 CF0401.The geoid height was determined by GEOID03.
 CF0401
 CF0401;                    North         East     Units Scale Factor Converg.
 CF0401;SPC AZ E     -    55,841.210   293,652.814   MT  0.99997949   +0 26 30.0
 CF0401;SPC AZ E     -   183,206.07    963,427.87   iFT  0.99997949   +0 26 30.0
 CF0401;UTM  12      - 3,486,337.372   659,413.994   MT  0.99991344   +0 52 38.1
 CF0401
 CF0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0401!SPC AZ E     -   0.99978921  x   0.99997949  =   0.99976870
 CF0401!UTM  12      -   0.99978921  x   0.99991344  =   0.99970266
 CF0401
 CF0401|---------------------------------------------------------------------|
 CF0401| PID    Reference Object                     Distance      Geod. Az  |
 CF0401|                                                           dddmmss.s |
 CF0401| CS5472 WALNUT RM 1                          11.027 METERS 05104     |
 CF0401| CS5473 WALNUT RM 2                          10.534 METERS 23012     |
 CF0401|---------------------------------------------------------------------|
 CF0401
 CF0401                          SUPERSEDED SURVEY CONTROL
 CF0401
 CF0401  NAD 83(1986)-  31 30 03.25966(N)    109 19 17.09842(W) AD(       ) 2
 CF0401  NGVD 29 (03/13/91) 1368.67   (m)         4490.4    (f) LEVELING    3  
 CF0401
 CF0401.Superseded values are not recommended for survey control.
 CF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0401.See file dsdata.txt to determine how the superseded data were derived.
 CF0401
 CF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV5941486337(NAD 83)
 CF0401_MARKER: DS = TRIANGULATION STATION DISK
 CF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0401+STABILITY: SURFACE MOTION
 CF0401
 CF0401  HISTORY     - Date     Condition        Report By
 CF0401  HISTORY     - 1982     MONUMENTED       AZDT
 CF0401
 CF0401                          STATION DESCRIPTION
 CF0401
 CF0401'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0401'THE STATION IS LOCATED 18 MILES NORTHEAST OF DOUGLAS ALONG U.S.
 CF0401'HIGHWAY 80.
 CF0401'
 CF0401'THE STATION IS AN AZDT DISK STAMPED---WALNUT 1982---.  IT IS SET IN
 CF0401'TOP OF A 10 INCH CONCRETE MONUMENT 3 FEET SOUTHEAST OF THE WITNESS
 CF0401'POST AND 2 FEET NORTWEST OF THE RIGHT OF WAY FENCE LINE.
 CF0401'
 CF0401'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WALNUT RM 1 1982---.  IT IS
 CF0401'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0401'
 CF0401'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WALNUT RM 2 1982---.  IT IS
 CF0401'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CF0401'
 CF0401'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS TRAVEL EAST ALONG
 CF0401'U.S. HIGHWAY 80 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN LEFT ALONG U.S.
 CF0401'80 FOR 21.35 MILE TO THE STATION ON THE RIGHT AT MILE POST 388.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1200 ***********************************************************************
 CG1200  HT_MOD      -  This is a Height Modernization Survey Station.
 CG1200  DESIGNATION -  WALNUT
 CG1200  PID         -  CG1200
 CG1200  STATE/COUNTY-  AZ/COCHISE
 CG1200  USGS QUAD   -  FAIRBANK (1952)
 CG1200
 CG1200                         *CURRENT SURVEY CONTROL
 CG1200  ___________________________________________________________________
 CG1200* NAD 83(2007)-  31 44 40.71811(N)    110 08 34.09871(W)     ADJUSTED  
 CG1200* NAVD 88     -      1269.49   (meters)    4165.0    (feet)  GPS OBS   
 CG1200  ___________________________________________________________________
 CG1200  EPOCH DATE  -        2007.00
 CG1200  X           -  -1,869,903.737 (meters)                     COMP
 CG1200  Y           -  -5,097,947.542 (meters)                     COMP
 CG1200  Z           -   3,337,038.854 (meters)                     COMP
 CG1200  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CG1200  ELLIP HEIGHT-        1241.701 (meters)          (02/10/07) ADJUSTED
 CG1200  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CG1200
 CG1200  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1200  Type    PID    Designation                      North   East  Ellip
 CG1200  -------------------------------------------------------------------
 CG1200  NETWORK CG1200 WALNUT                            1.12   0.90   3.06
 CG1200  -------------------------------------------------------------------
 CG1200
 CG1200.The horizontal coordinates were established by GPS observations
 CG1200.and adjusted by the National Geodetic Survey in February 2007.
 CG1200
 CG1200.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1200.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1200.The horizontal coordinates are valid at the epoch date displayed above.
 CG1200.The epoch date for horizontal control is a decimal equivalence
 CG1200.of Year/Month/Day.
 CG1200
 CG1200.The orthometric height was determined by GPS observations and a
 CG1200.high-resolution geoid model.
 CG1200.The orthometric height was determined by GPS observations and a
 CG1200.high-resolution geoid model using precise GPS observation and
 CG1200.processing techniques.
 CG1200
 CG1200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1200
 CG1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1200
 CG1200.The ellipsoidal height was determined by GPS observations
 CG1200.and is referenced to NAD 83.
 CG1200
 CG1200.The geoid height was determined by GEOID03.
 CG1200
 CG1200;                    North         East     Units Scale Factor Converg.
 CG1200;SPC AZ E     -    82,555.051   215,620.746   MT  0.99990006   +0 00 45.2
 CG1200;SPC AZ E     -   270,849.90    707,417.15   iFT  0.99990006   +0 00 45.2
 CG1200;UTM  12      - 3,512,451.530   581,191.586   MT  0.99968130   +0 27 03.7
 CG1200
 CG1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1200!SPC AZ E     -   0.99980506  x   0.99990006  =   0.99970514
 CG1200!UTM  12      -   0.99980506  x   0.99968130  =   0.99948643
 CG1200
 CG1200|---------------------------------------------------------------------|
 CG1200| PID    Reference Object                     Distance      Geod. Az  |
 CG1200|                                                           dddmmss.s |
 CG1200| CS6173 WALNUT RM 1                          12.892 METERS 08640     |
 CG1200| CS6174 WALNUT RM 2                          12.851 METERS 27034     |
 CG1200|---------------------------------------------------------------------|
 CG1200
 CG1200                          SUPERSEDED SURVEY CONTROL
 CG1200
 CG1200  NAD 83(1992)-  31 44 40.71785(N)    110 08 34.09842(W) AD(       ) B
 CG1200  ELLIP H (08/22/05) 1241.712  (m)                       GP(       ) 4 2
 CG1200  NAD 83(1992)-  31 44 40.72015(N)    110 08 34.09725(W) AD(       ) 2
 CG1200  NAD 83(1986)-  31 44 40.71381(N)    110 08 34.09334(W) AD(       ) 2
 CG1200  NGVD 29 (06/28/91) 1268.62   (m)         4162.1    (f) LEVELING    3  
 CG1200
 CG1200.Superseded values are not recommended for survey control.
 CG1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1200.See file dsdata.txt to determine how the superseded data were derived.
 CG1200
 CG1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8119212452(NAD 83)
 CG1200_MARKER: DS = TRIANGULATION STATION DISK
 CG1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1200_STAMPING: NONE
 CG1200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1200+STABILITY: SURFACE MOTION
 CG1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1200+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CG1200
 CG1200  HISTORY     - Date     Condition        Report By
 CG1200  HISTORY     - 1986     MONUMENTED       AZDT
 CG1200  HISTORY     - 20040429 GOOD             AZDT
 CG1200  HISTORY     - 20070504 GOOD             GEOCAC
 CG1200
 CG1200                          STATION DESCRIPTION
 CG1200
 CG1200'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1200'THE STATION IS LOCATED 5 MILES NORTHWEST OF TOMBSTONE ALONG THE
 CG1200'NORTHWEST SIDE OF U.S. HIGHWAY 80.
 CG1200'
 CG1200'THE STATION MARK IS AN AZDT DISK STAMPED---WALNUT 1986---.  IT IS SET
 CG1200'IN TOP OF A 10 INCH CONCRETE MONUMENT 5 FEET NORTH OF A WITNESS POST.
 CG1200'IT IS ON TOP OF A SMALL HILL ABOUT 100 FEET NORTHWEST OF THE HIGHWAY.
 CG1200'
 CG1200'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WALNUT RM 1 1986---.  IT IS
 CG1200'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1200'
 CG1200'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WALNUT RM 2 1986---.  IT IS
 CG1200'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1200'
 CG1200'TO REACH THE STATION FROM TOMBSTONE TRAVEL NORTH ALONG U.S. HIGHWAY 80
 CG1200'AND STATE ROUTE 82 FOR ABOUT 3 MILES TO THEIR JUNCTION.  TRAVEL WEST
 CG1200'ALONG SR 82 FOR 2.95 MILES TO THE END OF TRUCK TRAVEL AT MILE POST
 CG1200'64.8.  PACK NORTH TO THE TOP OF A SMALL HILL AND STATION.
 CG1200
 CG1200                          STATION RECOVERY (2004)
 CG1200
 CG1200'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2004
 CG1200'RECOVERED AS DESCRIBED
 CG1200
 CG1200                          STATION RECOVERY (2007)
 CG1200
 CG1200'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG1200'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 CG1200'CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE DESCRIPTION
 CG1200'THE STATION MARK IS 5 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0321 ***********************************************************************
 FQ0321  DESIGNATION -  WALNUT RM 1
 FQ0321  PID         -  FQ0321
 FQ0321  STATE/COUNTY-  AZ/COCONINO
 FQ0321  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0321
 FQ0321                         *CURRENT SURVEY CONTROL
 FQ0321  ___________________________________________________________________
 FQ0321* NAD 83(1986)-  35 12 31.     (N)    111 30 43.     (W)     SCALED    
 FQ0321* NAVD 88     -      2026.804  (meters)    6649.61   (feet)  POSTED    
 FQ0321  ___________________________________________________________________
 FQ0321  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0321  DYNAMIC HT  -        2023.920 (meters)    6640.14  (feet)  COMP
 FQ0321  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 FQ0321
 FQ0321  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0321
 FQ0321.The horizontal coordinates were scaled from a topographic map and have
 FQ0321.an estimated accuracy of +/- 6 seconds.
 FQ0321
 FQ0321.The orthometric height was determined by differential leveling
 FQ0321.and adjusted by the  in 1992.
 FQ0321.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0321.rate of 1.1 thru 2.0 mm/km.
 FQ0321
 FQ0321.The geoid height was determined by GEOID03.
 FQ0321
 FQ0321.The dynamic height is computed by dividing the NAVD 88
 FQ0321.geopotential number by the normal gravity value computed on the
 FQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0321.degrees latitude (g = 980.6199 gals.).
 FQ0321
 FQ0321.The modeled gravity was interpolated from observed gravity values.
 FQ0321
 FQ0321;                    North         East    Units  Estimated Accuracy
 FQ0321;SPC AZ C     -   466,790.      250,210.      MT  (+/- 180 meters Scaled)
 FQ0321
 FQ0321                          SUPERSEDED SURVEY CONTROL
 FQ0321
 FQ0321  NGVD 29 (??/??/92) 2025.778  (m)         6646.24   (f) ADJ UNCH    2 0
 FQ0321
 FQ0321.Superseded values are not recommended for survey control.
 FQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0321.See file dsdata.txt to determine how the superseded data were derived.
 FQ0321
 FQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD534962(NAD 83)
 FQ0321_MARKER: DR = REFERENCE MARK DISK
 FQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0321_STAMPING: WALNUT NO 1 1958
 FQ0321_MARK LOGO: CGS   
 FQ0321_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0321+STABILITY: SURFACE MOTION
 FQ0321
 FQ0321  HISTORY     - Date     Condition        Report By
 FQ0321  HISTORY     - 1958     MONUMENTED       CGS
 FQ0321  HISTORY     - 1983     GOOD             NGS
 FQ0321
 FQ0321                          STATION DESCRIPTION
 FQ0321
 FQ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0321'8.4 MI E FROM FLAGSTAFF.
 FQ0321'8.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0321'IN FLAGSTAFF TO A T-ROAD RIGHT AND SIGN WALNUT CANYON, CONTINUE EAST
 FQ0321'ON THE HIGHWAY FOR 0.15 MILE, 110 FEET NORTH OF A WITNESS POST AND THE
 FQ0321'NORTH RIGHT-OF-WAY FENCE AND SET IN A 12 INCH SQUARE CONCRETE MONUMENT
 FQ0321'THAT PROJECTS 2 INCHES.
 FQ0321
 FQ0321                          STATION RECOVERY (1983)
 FQ0321
 FQ0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0321'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0321'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0321'IN FLAGSTAFF, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG INTERSTATE
 FQ0321'HIGHWAY 40, 0.4 KM (0.25 MI) SOUTHEAST OF WALNUT CANYON OVERPASS, 64.0
 FQ0321'METERS (210.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 FQ0321'THE HIGHWAY, 30.9 METERS (101.4 FT) NORTH OF A FENCE AND 30.6 METERS
 FQ0321'(100.4 FT) NORTHWEST OF THE STATION MARK.
 FQ0321'THE MARK IS 33.6 METERS  N FROM A WITNESS POST.
 FQ0321'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0322 ***********************************************************************
 FQ0322  DESIGNATION -  WALNUT RM 2
 FQ0322  PID         -  FQ0322
 FQ0322  STATE/COUNTY-  AZ/COCONINO
 FQ0322  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0322
 FQ0322                         *CURRENT SURVEY CONTROL
 FQ0322  ___________________________________________________________________
 FQ0322* NAD 83(1986)-  35 12 29.     (N)    111 30 45.     (W)     SCALED    
 FQ0322* NAVD 88     -      2027.005  (meters)    6650.27   (feet)  POSTED    
 FQ0322  ___________________________________________________________________
 FQ0322  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FQ0322  DYNAMIC HT  -        2024.120 (meters)    6640.80  (feet)  COMP
 FQ0322  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 FQ0322
 FQ0322  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FQ0322
 FQ0322.The horizontal coordinates were scaled from a topographic map and have
 FQ0322.an estimated accuracy of +/- 6 seconds.
 FQ0322
 FQ0322.The orthometric height was determined by differential leveling
 FQ0322.and adjusted by the  in 1992.
 FQ0322.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FQ0322.rate of 1.1 thru 2.0 mm/km.
 FQ0322
 FQ0322.The geoid height was determined by GEOID03.
 FQ0322
 FQ0322.The dynamic height is computed by dividing the NAVD 88
 FQ0322.geopotential number by the normal gravity value computed on the
 FQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0322.degrees latitude (g = 980.6199 gals.).
 FQ0322
 FQ0322.The modeled gravity was interpolated from observed gravity values.
 FQ0322
 FQ0322;                    North         East    Units  Estimated Accuracy
 FQ0322;SPC AZ C     -   466,730.      250,160.      MT  (+/- 180 meters Scaled)
 FQ0322
 FQ0322                          SUPERSEDED SURVEY CONTROL
 FQ0322
 FQ0322  NGVD 29 (??/??/92) 2025.978  (m)         6646.90   (f) ADJ UNCH    2 0
 FQ0322
 FQ0322.Superseded values are not recommended for survey control.
 FQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0322.See file dsdata.txt to determine how the superseded data were derived.
 FQ0322
 FQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD533962(NAD 83)
 FQ0322_MARKER: DR = REFERENCE MARK DISK
 FQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0322_STAMPING: WALNUT NO 2 1958
 FQ0322_MARK LOGO: CGS   
 FQ0322_PROJECTION: PROJECTING 5 CENTIMETERS
 FQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0322+STABILITY: SURFACE MOTION
 FQ0322
 FQ0322  HISTORY     - Date     Condition        Report By
 FQ0322  HISTORY     - 1958     MONUMENTED       CGS
 FQ0322  HISTORY     - 1983     GOOD             NGS
 FQ0322
 FQ0322                          STATION DESCRIPTION
 FQ0322
 FQ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0322'8.5 MI E FROM FLAGSTAFF.
 FQ0322'8.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0322'IN FLAGSTAFF TO A T-ROAD RIGHT AND SIGN WALNUT CANYON, CONTINUE EAST
 FQ0322'ON THE HIGHWAY FOR 0.15 MILE, 100 FEET EAST OF A WITNESS POST AND 1
 FQ0322'FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN THE TOP OF A 12
 FQ0322'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 FQ0322
 FQ0322                          STATION RECOVERY (1983)
 FQ0322
 FQ0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0322'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0322'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0322'IN FLAGSTAFF, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG INTERSTATE
 FQ0322'HIGHWAY 40, 0.4 KM (0.25 MI) SOUTHEAST OF THE WALNUT CANYON OVERPASS,
 FQ0322'32.6 METERS (107.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 FQ0322'OF THE HIGHWAY, 30.0 METERS (98.4 FT) SOUTHEAST OF THE STATION MARK
 FQ0322'AND 1.2 METERS (3.9 FT) SOUTH OF A FENCE.
 FQ0322'THE MARK IS 30.5 METERS  E FROM A WITNESS POST.
 FQ0322'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1169 ***********************************************************************
 CZ1169  DESIGNATION -  WAN
 CZ1169  PID         -  CZ1169
 CZ1169  STATE/COUNTY-  AZ/PINAL
 CZ1169  USGS QUAD   -  ELOY NORTH (1992)
 CZ1169
 CZ1169                         *CURRENT SURVEY CONTROL
 CZ1169  ___________________________________________________________________
 CZ1169* NAD 83(1992)-  32 46 39.16309(N)    111 37 24.11994(W)     ADJUSTED  
 CZ1169* NAVD 88     -       462.218  (meters)    1516.46   (feet)  ADJUSTED  
 CZ1169  ___________________________________________________________________
 CZ1169  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CZ1169  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1169  DYNAMIC HT  -         461.642 (meters)    1514.57  (feet)  COMP
 CZ1169  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 CZ1169
 CZ1169  HORZ ORDER  -  FIRST
 CZ1169  VERT ORDER  -  FIRST     CLASS II
 CZ1169
 CZ1169.The horizontal coordinates were established by classical geodetic methods
 CZ1169.and adjusted by the National Geodetic Survey in August 1993.
 CZ1169
 CZ1169.The orthometric height was determined by differential leveling
 CZ1169.and adjusted in November 1993.
 CZ1169
 CZ1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1169
 CZ1169.The geoid height was determined by GEOID03.
 CZ1169
 CZ1169.The dynamic height is computed by dividing the NAVD 88
 CZ1169.geopotential number by the normal gravity value computed on the
 CZ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1169.degrees latitude (g = 980.6199 gals.).
 CZ1169
 CZ1169.The modeled gravity was interpolated from observed gravity values.
 CZ1169
 CZ1169;                    North         East     Units Scale Factor Converg.
 CZ1169;SPC AZ C     -   197,121.304   240,835.709   MT  0.99990931   +0 09 31.6
 CZ1169;SPC AZ C     -   646,723.44    790,143.40   iFT  0.99990931   +0 09 31.6
 CZ1169;UTM  12      - 3,626,797.966   441,621.512   MT  0.99964202   -0 20 15.0
 CZ1169
 CZ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1169!SPC AZ C     -   0.99993216  x   0.99990931  =   0.99984148
 CZ1169!UTM  12      -   0.99993216  x   0.99964202  =   0.99957420
 CZ1169
 CZ1169|---------------------------------------------------------------------|
 CZ1169| PID    Reference Object                     Distance      Geod. Az  |
 CZ1169|                                                           dddmmss.s |
 CZ1169| CZ1168 WAN RM 1                              6.801 METERS 09026     |
 CZ1169| CZ1295 B 303                                              0942056.5 |
 CZ1169| CZ2025 ELOY MUNICIPAL TANK                 APPROX. 7.0 KM 1144925.2 |
 CZ1169| CZ1170 WAN RM 2                             13.476 METERS 26938     |
 CZ1169| CZ2052 WAN AZ MK                           APPROX. 0.7 KM 2700135.9 |
 CZ1169| CZ2028 WAN POINT A                          17.901 METERS 30745     |
 CZ1169|---------------------------------------------------------------------|
 CZ1169
 CZ1169                          SUPERSEDED SURVEY CONTROL
 CZ1169
 CZ1169  NAD 83(1986)-  32 46 39.15799(N)    111 37 24.12021(W) AD(       ) 1
 CZ1169  NAD 27      -  32 46 38.93930(N)    111 37 21.67670(W) AD(       ) 1
 CZ1169  NGVD 29 (??/??/92)  462.386  (m)         1517.01   (f) ADJ UNCH    1 2
 CZ1169
 CZ1169.Superseded values are not recommended for survey control.
 CZ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1169.See file dsdata.txt to determine how the superseded data were derived.
 CZ1169
 CZ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4162226798(NAD 83)
 CZ1169_MARKER: DS = TRIANGULATION STATION DISK
 CZ1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1169_SP_SET: CONCRETE POST
 CZ1169_STAMPING: WAN 1960
 CZ1169_MARK LOGO: CGS   
 CZ1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1169+STABILITY: SURFACE MOTION
 CZ1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1169+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1169
 CZ1169  HISTORY     - Date     Condition        Report By
 CZ1169  HISTORY     - 1960     MONUMENTED       CGS
 CZ1169  HISTORY     - 1962     GOOD             CGS
 CZ1169  HISTORY     - 1971     GOOD             NGS
 CZ1169  HISTORY     - 1971     GOOD             NGS
 CZ1169  HISTORY     - 1972     GOOD             AZHD
 CZ1169  HISTORY     - 19911213 GOOD             NGS
 CZ1169  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1169
 CZ1169                          STATION DESCRIPTION
 CZ1169
 CZ1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1169'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF CASA GRANDE
 CZ1169'AND 1 MILE SOUTH OF TOLTEC ON FLAT DESERT.
 CZ1169'
 CZ1169'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ELOY, GO NORTHWEST
 CZ1169'ON ARIZONA STATE HIGHWAY 84 FOR 4.6 MILES TO A ROAD LEFT AT
 CZ1169'TOLTEC, TURN LEFT AND GO SOUTH FOR 1.1 MILES TO A CROSSROAD.
 CZ1169'BENCH MARK B303, USED AS AN AZIMUTH MARK, IS IN THE SOUTHWEST
 CZ1169'QUADRANT OF THE CROSSROADS.  TURN RIGHT AND GO WEST FOR 0.2
 CZ1169'MILE TO THE STATION ON THE RIGHT.
 CZ1169'
 CZ1169'THE STATION MARK IS A STANDARD DISK STAMPED WAN 1960, SET IN
 CZ1169'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, IS 52 FEET
 CZ1169'NORTH OF THE CENTER OF THE GRADED ROAD AND 1.6 FEET SOUTH OF A
 CZ1169'WITNESS POST.
 CZ1169'
 CZ1169'R.M. 1 IS A STANDARD DISK STAMPED WAN NO 1 1960, SET IN A
 CZ1169'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 22.5
 CZ1169'FEET EAST OF THE WITNESS POST.
 CZ1169'
 CZ1169'R.M. 2 IS A STANDARD DISK STAMPED WAN NO 2 1960, SET IN A
 CZ1169'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 44.2
 CZ1169'FEET WEST OF THE WITNESS POST.
 CZ1169'
 CZ1169'BENCH MARK B 303, USED AS AN AZIMUTH MARK, IS A STANDARD DISK
 CZ1169'STAMPED B 303 1951, SET IN A CYLINDRICAL CONCRETE MONUMENT THAT
 CZ1169'PROJECTS 6 INCHES.  IT IS 48 FEET WEST OF THE CENTER OF THE
 CZ1169'NORTH-SOUTH ROAD AND 26 FEET SOUTH OF THE CENTER OF THE
 CZ1169'EAST-WEST ROAD.
 CZ1169
 CZ1169                          STATION RECOVERY (1962)
 CZ1169
 CZ1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CZ1169'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION,
 CZ1169'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION,
 CZ1169'BENCH MARK B 303 1951 HAS BEEN MOVED AND NO LONGER VISIBLE
 CZ1169'FROM THE STATION, A AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCE
 CZ1169'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT,
 CZ1169'A DIFFERENCE WAS FOUND IN THE DIRECTION TO R.M. NO. 1.
 CZ1169'
 CZ1169'A NEW DESCRIPTION FOLLOWS.
 CZ1169'
 CZ1169'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ELOY, GO NORTHWEST
 CZ1169'ON STATE ROUTE 84 FOR 4.6 MILES TO SIDE ROAD LEFT IN TOLTEC, TURN
 CZ1169'LEFT, GO SOUTH FOR 1.1 MILES TO CROSSROAD, TURN RIGHT, GO
 CZ1169'WEST FOR 0.2 MILE TO STATION ON RIGHT.
 CZ1169'
 CZ1169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.45
 CZ1169'MILE TO THE MARK ON RIGHT.
 CZ1169'
 CZ1169'STATION MARK, A STANDARD TRIANGULATION DISK SET IN THE TOP
 CZ1169'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH AND
 CZ1169'STAMPED WAN 1960.  THE MARK IS 84.5 FEET EAST OF FENCE CORNER,
 CZ1169'52 FEET NORTH OF CENTER OF ROAD AND 1.5 FEET SOUTH OF WITNESS
 CZ1169'POST.
 CZ1169'
 CZ1169'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 CZ1169'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH AND
 CZ1169'STAMPED WAN NO 1 1960.  THE MARK IS 52 FEET NORTH OF CENTER
 CZ1169'OF ROAD AND 28 FEET EAST OF WITNESS POST.
 CZ1169'
 CZ1169'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 CZ1169'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH AND
 CZ1169'STAMPED WAN NO 2 1960.  THE MARK IS 52 FEET NORTH OF CENTER OF
 CZ1169'ROAD, 43.7 FEET WEST OF WITNESS POST AND 40.5 FEET EAST OF FENCE
 CZ1169'CORNER.
 CZ1169'
 CZ1169'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 CZ1169'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED WAN
 CZ1169'1960.  THE MARK IS 46 FEET NORTH OF CENTER OF ROAD, 2.3 FEET
 CZ1169'EAST OF WITNESS POST AND 1.5 FEET SOUTH OF FENCE.
 CZ1169
 CZ1169                          STATION RECOVERY (1971)
 CZ1169
 CZ1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1169'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CZ1169'RECOVERED AS PREVIOUSLY DESCRIBED IN 1962 IN GOOD CONDITION.  THE
 CZ1169'DISTANCE AND DIRECTION TO ALL MARKS COMPARE FAVORABLY TO THE 1962
 CZ1169'DATA.
 CZ1169'
 CZ1169'DUE TO ROAD CONSTRUCTION A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CZ1169'
 CZ1169'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF ELOY, 1 MILE
 CZ1169'SOUTH-SOUTHWEST OF TOLTEC, 0.3 MILE WEST OF THE TOLTEC ROAD
 CZ1169'INTERCHANGE OF INTERSTATE HIGHWAY 10 AND ON ROAD RIGHT-OF-WAY
 CZ1169'PROPERTY.
 CZ1169'
 CZ1169'TO REACH FROM THE INTERSECTION OF TOLTEC ROAD AND STATE HIGHWAYS 84
 CZ1169'AND 93 IN THE SMALL VILLAGE OF TOLTEC GO SOUTH ON TOLTEC ROAD FOR
 CZ1169'1.1 MILES TO THE OVERPASS OVER INTERSTATE HIGHWAY 10.  CONTINUE
 CZ1169'SOUTH ON TOLTEC ROAD FOR 0.15 MILE TO HOUSER ROAD ON THE RIGHT.
 CZ1169'TURN RIGHT AND GO WEST ON HOUSER ROAD FOR 0.3 MILE TO THE STATION
 CZ1169'ON THE RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE WEST ON
 CZ1169'THE ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CZ1169'
 CZ1169'THE STATION MARK IS A STANDARD DISK STAMPED WAN 1960, SET IN THE TOP
 CZ1169'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 CZ1169'THE GROUND SURFACE.  IT IS 52 FEET NORTH OF THE CENTER OF THE ROAD
 CZ1169'AND 1.7 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CZ1169'
 CZ1169'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAN NO 1 1960, SET IN THE
 CZ1169'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CZ1169'GROUND SURFACE.  IT IS 52 FEET NORTH OF THE CENTER OF THE ROAD AND
 CZ1169'22.8 FEET EAST OF THE METAL WITNESS POST.
 CZ1169'
 CZ1169'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAN NO 2 1960, SET IN THE
 CZ1169'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH
 CZ1169'ABOVE THE GROUND SURFACE.  IT IS 52 FEET NORTH OF THE CENTER OF THE
 CZ1169'ROAD AND 43.8 FEET WEST OF THE METAL WITNESS POST.
 CZ1169'
 CZ1169'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WAN 1960, SET IN THE TOP
 CZ1169'OF A 12-INCH DIAMETER CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CZ1169'GROUND SURFACE.  IT IS 43 FEET NORTH OF THE CENTER OF THE ROAD AND
 CZ1169'2.2 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CZ1169'
 CZ1169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 CZ1169'SOUTH-SOUTHWEST OF TOLTEC.
 CZ1169'
 CZ1169'HEIGHT OF LIGHT ABOVE STATION MARK 4.17 FEET.
 CZ1169
 CZ1169                          STATION RECOVERY (1971)
 CZ1169
 CZ1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1169'1.3 MI SSW FROM TOLTEC.
 CZ1169'4.9 MILES NORTHWEST OF THE RAILROAD DEPOT AT ELOY ON STATE HIGHWAY 84,
 CZ1169'THENCE 1.25 MILES SOUTH ON PAVED ROAD, THENCE 0.3 MILE WEST ON PAVED
 CZ1169'ROAD TO STATION WHICH IS 52 FEET NORTH OF CENTER OF THE ROAD, 1.7 FEET
 CZ1169'SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF A
 CZ1169'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 CZ1169
 CZ1169                          STATION RECOVERY (1972)
 CZ1169
 CZ1169'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CZ1169'GENERAL LOCATION RECOVERED AS DESCRIBED.
 CZ1169'
 CZ1169'STATION MARK APPROX 40 FT N OF HOUSER RD.  APPROX 800 FT SW OF
 CZ1169'I-10
 CZ1169'
 CZ1169'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 CZ1169'
 CZ1169'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 CZ1169
 CZ1169                          STATION RECOVERY (1991)
 CZ1169
 CZ1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1169'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1169'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1169'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG TOLTEC ROAD, THENCE 0.6 KM
 CZ1169'(0.35 MI) WESTERLY ALONG HOUSER ROAD, 38.4 M (126.0 FT) EAST OF THE
 CZ1169'CENTER OF A GRAVELED ROAD, 15.9 M (52.2 FT) NORTH OF THE ROAD CENTER,
 CZ1169'13.5 M (44.3 FT) EAST OF REFERENCE MARK 2, 6.8 M (22.3 FT) WEST OF
 CZ1169'REFERENCE MARK 1, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0
 CZ1169'FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 CZ1169'FT) ABOVE THE GROUND SURFACE.
 CZ1169
 CZ1169                          STATION RECOVERY (2008)
 CZ1169
 CZ1169'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2052 ***********************************************************************
 CZ2052  DESIGNATION -  WAN AZ MK
 CZ2052  PID         -  CZ2052
 CZ2052  STATE/COUNTY-  AZ/PINAL
 CZ2052  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ2052
 CZ2052                         *CURRENT SURVEY CONTROL
 CZ2052  ___________________________________________________________________
 CZ2052* NAD 83(1992)-  32 46 39.17249(N)    111 37 49.93255(W)     ADJUSTED  
 CZ2052* NAVD 88     -       462.27   (+/-2cm)    1516.6    (feet)  VERTCON   
 CZ2052  ___________________________________________________________________
 CZ2052  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CZ2052  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CZ2052  HORZ ORDER  -  FIRST
 CZ2052  VERT ORDER  -  THIRD ? (See Below)
 CZ2052
 CZ2052.The horizontal coordinates were established by classical geodetic methods
 CZ2052.and adjusted by the National Geodetic Survey in August 1993.
 CZ2052
 CZ2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2052.The vertical order pertains to the NGVD 29 superseded value.
 CZ2052
 CZ2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2052
 CZ2052.The geoid height was determined by GEOID03.
 CZ2052
 CZ2052;                    North         East     Units Scale Factor Converg.
 CZ2052;SPC AZ C     -   197,119.755   240,164.020   MT  0.99990886   +0 09 17.7
 CZ2052;SPC AZ C     -   646,718.36    787,939.70   iFT  0.99990886   +0 09 17.7
 CZ2052;UTM  12      - 3,626,802.234   440,950.014   MT  0.99964299   -0 20 28.9
 CZ2052
 CZ2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2052!SPC AZ C     -   0.99993215  x   0.99990886  =   0.99984102
 CZ2052!UTM  12      -   0.99993215  x   0.99964299  =   0.99957517
 CZ2052
 CZ2052:                Primary Azimuth Mark                     Grid Az
 CZ2052:SPC AZ C     -  AL 51                                    265 19 57.1
 CZ2052:UTM  12      -  AL 51                                    265 49 43.7
 CZ2052
 CZ2052|---------------------------------------------------------------------|
 CZ2052| PID    Reference Object                     Distance      Geod. Az  |
 CZ2052|                                                           dddmmss.s |
 CZ2052| CZ2053 AL 51                               APPROX. 0.5 KM 2652914.8 |
 CZ2052|---------------------------------------------------------------------|
 CZ2052
 CZ2052                          SUPERSEDED SURVEY CONTROL
 CZ2052
 CZ2052  NAD 83(1986)-  32 46 39.16733(N)    111 37 49.93288(W) AD(       ) 1
 CZ2052  NAD 27      -  32 46 38.95041(N)    111 37 47.48620(W) AD(       ) 1
 CZ2052  NGVD 29 (07/19/86)  461.72   (m)         1514.8    (f) LEVELING    3  
 CZ2052
 CZ2052.Superseded values are not recommended for survey control.
 CZ2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2052.See file dsdata.txt to determine how the superseded data were derived.
 CZ2052
 CZ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4095026802(NAD 83)
 CZ2052_MARKER: DZ = AZIMUTH MARK DISK
 CZ2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2052+STABILITY: SURFACE MOTION
 CZ2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2052+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ2052
 CZ2052  HISTORY     - Date     Condition        Report By
 CZ2052  HISTORY     - 1967     MONUMENTED       DMA
 CZ2052  HISTORY     - 20080510 GOOD             GEOCAC
 CZ2052
 CZ2052                          STATION DESCRIPTION
 CZ2052
 CZ2052'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2052'TO REACH STATION WAN FROM THE RAILROAD DEPOT IN ELOY, GO NORTHWEST
 CZ2052'ON STATE ROUTE 84 FOR 4.6 MILES TO SIDE ROAD LEFT IN TOLTEC, TURN
 CZ2052'LEFT, GO SOUTH FOR 1.1 MILES TO CROSSROAD, TURN RIGHT, GO
 CZ2052'WEST FOR 0.2 MILE TO STATION WAN ON RIGHT.
 CZ2052'
 CZ2052'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 CZ2052'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND STAMPED WAN
 CZ2052'1960.  THE MARK IS 46 FEET NORTH OF CENTER OF ROAD, 2.3 FEET
 CZ2052'EAST OF WITNESS POST AND 1.5 FEET SOUTH OF FENCE.
 CZ2052
 CZ2052                          STATION RECOVERY (2008)
 CZ2052
 CZ2052'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1168 ***********************************************************************
 CZ1168  DESIGNATION -  WAN RM 1
 CZ1168  PID         -  CZ1168
 CZ1168  STATE/COUNTY-  AZ/PINAL
 CZ1168  USGS QUAD   -  ELOY NORTH (1992)
 CZ1168
 CZ1168                         *CURRENT SURVEY CONTROL
 CZ1168  ___________________________________________________________________
 CZ1168* NAD 83(1986)-  32 46 39.     (N)    111 37 23.     (W)     SCALED    
 CZ1168* NAVD 88     -       462.193  (meters)    1516.38   (feet)  ADJUSTED  
 CZ1168  ___________________________________________________________________
 CZ1168  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1168  DYNAMIC HT  -         461.617 (meters)    1514.49  (feet)  COMP
 CZ1168  MODELED GRAV-     979,377.9   (mgal)                       NAVD 88
 CZ1168
 CZ1168  VERT ORDER  -  FIRST     CLASS II
 CZ1168
 CZ1168.The horizontal coordinates were scaled from a topographic map and have
 CZ1168.an estimated accuracy of +/- 6 seconds.
 CZ1168
 CZ1168.The orthometric height was determined by differential leveling
 CZ1168.and adjusted in November 1993.
 CZ1168
 CZ1168.The geoid height was determined by GEOID03.
 CZ1168
 CZ1168.The dynamic height is computed by dividing the NAVD 88
 CZ1168.geopotential number by the normal gravity value computed on the
 CZ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1168.degrees latitude (g = 980.6199 gals.).
 CZ1168
 CZ1168.The modeled gravity was interpolated from observed gravity values.
 CZ1168
 CZ1168;                    North         East    Units  Estimated Accuracy
 CZ1168;SPC AZ C     -   197,120.      240,870.      MT  (+/- 180 meters Scaled)
 CZ1168
 CZ1168                          SUPERSEDED SURVEY CONTROL
 CZ1168
 CZ1168  NGVD 29 (??/??/92)  462.362  (m)         1516.93   (f) ADJ UNCH    1 2
 CZ1168
 CZ1168.Superseded values are not recommended for survey control.
 CZ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1168.See file dsdata.txt to determine how the superseded data were derived.
 CZ1168
 CZ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB416267(NAD 83)
 CZ1168_MARKER: DR = REFERENCE MARK DISK
 CZ1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1168_SP_SET: CONCRETE POST
 CZ1168_STAMPING: WAN NO 1 1960
 CZ1168_MARK LOGO: CGS   
 CZ1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1168+STABILITY: SURFACE MOTION
 CZ1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1168+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1168
 CZ1168  HISTORY     - Date     Condition        Report By
 CZ1168  HISTORY     - 1960     MONUMENTED       CGS
 CZ1168  HISTORY     - 1971     GOOD             NGS
 CZ1168  HISTORY     - 19911213 GOOD             NGS
 CZ1168  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1168
 CZ1168                          STATION DESCRIPTION
 CZ1168
 CZ1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1168'1.3 MI SSW FROM TOLTEC.
 CZ1168'4.9 MILES NORTHWEST OF THE RAILROAD DEPOT AT ELOY ON STATE HIGHWAY 84,
 CZ1168'THENCE 1.25 MILES SOUTH ON PAVED ROAD, THENCE 0.3 MILE WEST ON PAVED
 CZ1168'ROAD, 52 FEET NORTH OF CENTER OF THE ROAD, 22.8 FEET EAST OF A METAL
 CZ1168'WITNESS POST WITH SIGN, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CZ1168'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 CZ1168
 CZ1168                          STATION RECOVERY (1991)
 CZ1168
 CZ1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1168'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1168'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1168'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG TOLTEC ROAD, THENCE 0.6 KM
 CZ1168'(0.35 MI) WESTERLY ALONG HOUSER ROAD, 45.2 M (148.3 FT) EAST OF THE
 CZ1168'CENTER OF A GRAVELED ROAD, 15.9 M (52.2 FT) NORTH OF THE ROAD CENTER,
 CZ1168'6.8 M (22.3 FT) EAST OF TRIANGULATION STATION WAN, 0.3 M (1.0 FT)
 CZ1168'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE
 CZ1168'GROUND SURFACE.
 CZ1168
 CZ1168                          STATION RECOVERY (2008)
 CZ1168
 CZ1168'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1168'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1168'46.651' W111 37.400'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1170 ***********************************************************************
 CZ1170  DESIGNATION -  WAN RM 2
 CZ1170  PID         -  CZ1170
 CZ1170  STATE/COUNTY-  AZ/PINAL
 CZ1170  USGS QUAD   -  ELOY NORTH (1992)
 CZ1170
 CZ1170                         *CURRENT SURVEY CONTROL
 CZ1170  ___________________________________________________________________
 CZ1170* NAD 83(1986)-  32 46 38.     (N)    111 37 23.     (W)     SCALED    
 CZ1170* NAVD 88     -       462.289  (meters)    1516.69   (feet)  ADJUSTED  
 CZ1170  ___________________________________________________________________
 CZ1170  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CZ1170  DYNAMIC HT  -         461.712 (meters)    1514.80  (feet)  COMP
 CZ1170  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 CZ1170
 CZ1170  VERT ORDER  -  FIRST     CLASS II
 CZ1170
 CZ1170.The horizontal coordinates were scaled from a topographic map and have
 CZ1170.an estimated accuracy of +/- 6 seconds.
 CZ1170
 CZ1170.The orthometric height was determined by differential leveling
 CZ1170.and adjusted in November 1993.
 CZ1170
 CZ1170.The geoid height was determined by GEOID03.
 CZ1170
 CZ1170.The dynamic height is computed by dividing the NAVD 88
 CZ1170.geopotential number by the normal gravity value computed on the
 CZ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1170.degrees latitude (g = 980.6199 gals.).
 CZ1170
 CZ1170.The modeled gravity was interpolated from observed gravity values.
 CZ1170
 CZ1170;                    North         East    Units  Estimated Accuracy
 CZ1170;SPC AZ C     -   197,090.      240,870.      MT  (+/- 180 meters Scaled)
 CZ1170
 CZ1170                          SUPERSEDED SURVEY CONTROL
 CZ1170
 CZ1170  NGVD 29 (??/??/92)  462.456  (m)         1517.24   (f) ADJ UNCH    1 2
 CZ1170
 CZ1170.Superseded values are not recommended for survey control.
 CZ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1170.See file dsdata.txt to determine how the superseded data were derived.
 CZ1170
 CZ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB416267(NAD 83)
 CZ1170_MARKER: DR = REFERENCE MARK DISK
 CZ1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1170_SP_SET: CONCRETE POST
 CZ1170_STAMPING: WAN NO 2 1960
 CZ1170_MARK LOGO: CGS   
 CZ1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1170+STABILITY: SURFACE MOTION
 CZ1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1170+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 CZ1170
 CZ1170  HISTORY     - Date     Condition        Report By
 CZ1170  HISTORY     - 1960     MONUMENTED       CGS
 CZ1170  HISTORY     - 1971     GOOD             NGS
 CZ1170  HISTORY     - 19911213 GOOD             NGS
 CZ1170  HISTORY     - 20080510 GOOD             GEOCAC
 CZ1170
 CZ1170                          STATION DESCRIPTION
 CZ1170
 CZ1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CZ1170'1.3 MI SSW FROM TOLTEC.
 CZ1170'4.9 MILES NORTHWEST OF THE RAILROAD DEPOT AT ELOY ON STATE HIGHWAY 84,
 CZ1170'THENCE 1.25 MILES SOUTH ON PAVED ROAD, THENCE 0.3 MILE WEST ON PAVED
 CZ1170'ROAD, 52 FEET NORTH OF CENTER OF THE ROAD, 43.8 FEET WEST OF A METAL
 CZ1170'WITNESS POST WITH SIGN, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CZ1170'MONUMENT WHICH PROJECTS 1-INCH.
 CZ1170
 CZ1170                          STATION RECOVERY (1991)
 CZ1170
 CZ1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1170'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1170'ELOY, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1170'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG TOLTEC ROAD, THENCE 0.6 KM
 CZ1170'(0.35 MI) WESTERLY ALONG HOUSER ROAD, 24.9 M (81.7 FT) EAST OF THE
 CZ1170'CENTER OF A GRAVELED ROAD, 15.6 M (51.2 FT) NORTH OF THE ROAD CENTER,
 CZ1170'13.5 M (44.3 FT) WEST OF TRIANGULATION STATION WAN, 0.3 M (1.0 FT)
 CZ1170'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.05 M (0.16
 CZ1170'FT) ABOVE THE GROUND SURFACE.
 CZ1170
 CZ1170                          STATION RECOVERY (2008)
 CZ1170
 CZ1170'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1170'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1170'46.652' W111 37.413'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5756 ***********************************************************************
 DH5756  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5756  DESIGNATION -  WANAGI
 DH5756  PID         -  DH5756
 DH5756  STATE/COUNTY-  AZ/COCHISE
 DH5756  USGS QUAD   -  TOMBSTONE (1978)
 DH5756
 DH5756                         *CURRENT SURVEY CONTROL
 DH5756  ___________________________________________________________________
 DH5756* NAD 83(2007)-  31 38 13.76656(N)    110 03 15.41588(W)     ADJUSTED  
 DH5756* NAVD 88     -      1358.95   (meters)    4458.5    (feet)  GPS OBS   
 DH5756  ___________________________________________________________________
 DH5756  EPOCH DATE  -        2007.00
 DH5756  X           -  -1,864,198.655 (meters)                     COMP
 DH5756  Y           -  -5,106,784.760 (meters)                     COMP
 DH5756  Z           -   3,326,942.680 (meters)                     COMP
 DH5756  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DH5756  ELLIP HEIGHT-        1331.284 (meters)          (02/10/07) ADJUSTED
 DH5756  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DH5756
 DH5756  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5756  Type    PID    Designation                      North   East  Ellip
 DH5756  -------------------------------------------------------------------
 DH5756  NETWORK DH5756 WANAGI                            0.98   0.84   2.70
 DH5756  -------------------------------------------------------------------
 DH5756
 DH5756.The horizontal coordinates were established by GPS observations
 DH5756.and adjusted by the National Geodetic Survey in February 2007.
 DH5756
 DH5756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5756.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5756.The horizontal coordinates are valid at the epoch date displayed above.
 DH5756.The epoch date for horizontal control is a decimal equivalence
 DH5756.of Year/Month/Day.
 DH5756
 DH5756.The orthometric height was determined by GPS observations and a
 DH5756.high-resolution geoid model.
 DH5756.The orthometric height was determined by GPS observations and a
 DH5756.high-resolution geoid model using precise GPS observation and
 DH5756.processing techniques.
 DH5756
 DH5756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5756
 DH5756.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5756
 DH5756.The ellipsoidal height was determined by GPS observations
 DH5756.and is referenced to NAD 83.
 DH5756
 DH5756.The geoid height was determined by GEOID03.
 DH5756
 DH5756;                    North         East     Units Scale Factor Converg.
 DH5756;SPC AZ E     -    70,643.219   224,020.107   MT  0.99990140   +0 03 32.2
 DH5756;SPC AZ E     -   231,769.09    734,974.10   iFT  0.99990140   +0 03 32.2
 DH5756;UTM  12      - 3,500,606.720   589,679.934   MT  0.99969919   +0 29 46.0
 DH5756
 DH5756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5756!SPC AZ E     -   0.99979100  x   0.99990140  =   0.99969242
 DH5756!UTM  12      -   0.99979100  x   0.99969919  =   0.99949025
 DH5756
 DH5756                          SUPERSEDED SURVEY CONTROL
 DH5756
 DH5756  NAD 83(1992)-  31 38 13.76638(N)    110 03 15.41561(W) AD(       ) B
 DH5756  ELLIP H (08/22/05) 1331.303  (m)                       GP(       ) 4 2
 DH5756
 DH5756.Superseded values are not recommended for survey control.
 DH5756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5756.See file dsdata.txt to determine how the superseded data were derived.
 DH5756
 DH5756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8968000607(NAD 83)
 DH5756_MARKER: DD = SURVEY DISK
 DH5756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5756_STAMPING: WANAGI 2004
 DH5756_MARK LOGO: AZ-003
 DH5756_PROJECTION: FLUSH
 DH5756_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5756+STABILITY: SURFACE MOTION
 DH5756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5756+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5756
 DH5756  HISTORY     - Date     Condition        Report By
 DH5756  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5756
 DH5756                          STATION DESCRIPTION
 DH5756
 DH5756'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5756'FROM THE POST OFFICE IN TOMBSTONE, AZ GO EAST ON SAFFORD ST. 0.1 MILE
 DH5756'TO SR 80, TURN RIGHT AND TRAVEL SOUTH FOR 7.00 MILES TO A DIRT ROAD ON
 DH5756'THE WEST SIDE OF THE HIGHWAY. HEAD WEST ON DIRT ROAD FOR 0.16 MILE TO
 DH5756'A NARROW JEEP TRAIL THAT BEARS NW, GO 0.5 MILE TO A SHARP TURN THAT
 DH5756'HEADS BACK TO THE SOUTH ON ANOTHER NARROW TRAIL APPROX. 300 FEET TO A
 DH5756'FENCE LINE. THE STATION IS APPROX. 8 FEET NW OF A LARGE WOOD FENCE
 DH5756'POST, AND 4 FEET WEST OF FENCE LINE.
 DH5756' 
 DH5756'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5756'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5756'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2164 ***********************************************************************
 DU2164  DESIGNATION -  WAR
 DU2164  PID         -  DU2164
 DU2164  STATE/COUNTY-  AZ/MARICOPA
 DU2164  USGS QUAD   -  CHANDLER (1981)
 DU2164
 DU2164                         *CURRENT SURVEY CONTROL
 DU2164  ___________________________________________________________________
 DU2164* NAD 83(1992)-  33 20 08.53769(N)    111 50 30.65048(W)     ADJUSTED  
 DU2164* NAVD 88     -       367.8    (meters)    1207.     (feet)  VERTCON   
 DU2164  ___________________________________________________________________
 DU2164  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DU2164  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DU2164  HORZ ORDER  -  SECOND
 DU2164
 DU2164.The horizontal coordinates were established by classical geodetic methods
 DU2164.and adjusted by the National Geodetic Survey in August 1993.
 DU2164
 DU2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2164
 DU2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2164
 DU2164.The geoid height was determined by GEOID03.
 DU2164
 DU2164;                    North         East     Units Scale Factor Converg.
 DU2164;SPC AZ C     -   258,982.494   220,324.810   MT  0.99990060   +0 02 28.0
 DU2164;SPC AZ C     -   849,680.10    722,850.43   iFT  0.99990060   +0 02 28.0
 DU2164;UTM  12      - 3,688,820.532   421,656.171   MT  0.99967567   -0 27 45.6
 DU2164
 DU2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2164!SPC AZ C     -   0.99994694  x   0.99990060  =   0.99984755
 DU2164!UTM  12      -   0.99994694  x   0.99967567  =   0.99962263
 DU2164
 DU2164:                Primary Azimuth Mark                     Grid Az
 DU2164:SPC AZ C     -  CHANDLER                                 174 44 49.4
 DU2164:UTM  12      -  CHANDLER                                 175 15 03.0
 DU2164
 DU2164|---------------------------------------------------------------------|
 DU2164| PID    Reference Object                     Distance      Geod. Az  |
 DU2164|                                                           dddmmss.s |
 DU2164| DU2165 CHANDLER                            APPROX. 4.0 KM 1744717.4 |
 DU2164| CH5696 WAR RM 2                             12.022 METERS 18149     |
 DU2164| CH5695 WAR RM 1                             12.176 METERS 35803     |
 DU2164|---------------------------------------------------------------------|
 DU2164
 DU2164                          SUPERSEDED SURVEY CONTROL
 DU2164
 DU2164  NAD 83(1986)-  33 20 08.53167(N)    111 50 30.65474(W) AD(       ) 2
 DU2164  NAD 27      -  33 20 08.35661(N)    111 50 28.14802(W) AD(       ) 2
 DU2164  NGVD 29 (07/19/86)  367.3    (m)         1205.     (f) VERT ANG    3  
 DU2164
 DU2164.Superseded values are not recommended for survey control.
 DU2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2164.See file dsdata.txt to determine how the superseded data were derived.
 DU2164
 DU2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2165688821(NAD 83)
 DU2164_MARKER: DD = SURVEY DISK
 DU2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2164
 DU2164  HISTORY     - Date     Condition        Report By
 DU2164  HISTORY     - 1975     MONUMENTED       AZDT
 DU2164  HISTORY     - 20051202 MARK NOT FOUND   GEOCAC
 DU2164  HISTORY     - 20061207 MARK NOT FOUND   GEOCAC
 DU2164
 DU2164                          STATION DESCRIPTION
 DU2164
 DU2164'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2164'THE STATION IS ABOUT 2.4 MILES NORTH OF CHANDLER AND 5.5 MILES
 DU2164'SOUTH OF MESA ON THE WEST SIDE OF STATE HIGHWAY 87-93 (ARIZONA
 DU2164'AVE.).
 DU2164'
 DU2164'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED WAR 1975 AND
 DU2164'IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS
 DU2164'210 FEET NORTH OF THE CENTERLINE OF WARNER ROAD AND 32 FEET WEST
 DU2164'OF CENTERLINE OF HIGHWAY 87-93, MARKED BY A WITNESS POST AND SIGN
 DU2164'2.9 FEET TO THE NORTH.  THE DISK IS ABOUT 8 INCHES BELOW GROUND
 DU2164'LEVEL.
 DU2164'
 DU2164'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 1 WAR
 DU2164'1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE MARK
 DU2164'IS 32 FEET WEST OF CENTERLINE OF HIGHWAY AND FLUSH WITH THE GROUND.
 DU2164'
 DU2164'REFERENCE MARK 2 IS AN ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2164'WAR 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 DU2164'MARK IS 32 FEET WEST OF THE CENTERLINE OF HIGHWAY AND FLUSH WITH
 DU2164'THE GROUND.
 DU2164'
 DU2164'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87-93
 DU2164'AND U.S. HIGHWAY 60, 70, 80 AND 89 IN MESA, GO SOUTH ON HIGHWAY
 DU2164'87-93 FOR 5.5 MILES TO STATION ON THE RIGHT.  WARNER ROAD IS JUST
 DU2164'SOUTH OF STATION.
 DU2164'
 DU2164'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2164
 DU2164                          STATION RECOVERY (2005)
 DU2164
 DU2164'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2164'STATION, REFERENCE MARKS, AND WITNESS POST NOT FOUND. THE DISTANCE 32
 DU2164'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 87-93 (ARIZONA AVE.) IS
 DU2164'NOW PAVED. THE ADJUSTED COORDINATES ALSO POINT TO THE NOW PAVED AREA
 DU2164'32 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 87-93.
 DU2164
 DU2164                          STATION RECOVERY (2006)
 DU2164
 DU2164'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2164'THE DESCRIBED LOCATION IS IN THE CURRENT SOUTH-BOUND TRAFFIC LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2263 ***********************************************************************
 DU2263  DESIGNATION -  WAR
 DU2263  PID         -  DU2263
 DU2263  STATE/COUNTY-  AZ/MARICOPA
 DU2263  USGS QUAD   -  HIGLEY (1981)
 DU2263
 DU2263                         *CURRENT SURVEY CONTROL
 DU2263  ___________________________________________________________________
 DU2263* NAD 83(2007)-  33 20 10.50269(N)    111 41 14.54952(W)     NO CHECK  
 DU2263* NAVD 88     -       402.5    (meters)    1321.     (feet)  VERTCON   
 DU2263  ___________________________________________________________________
 DU2263  EPOCH DATE  -        2007.00
 DU2263  X           -  -1,971,278.950 (meters)                     COMP
 DU2263  Y           -  -4,956,784.274 (meters)                     COMP
 DU2263  Z           -   3,485,380.253 (meters)                     COMP
 DU2263  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DU2263  ELLIP HEIGHT-         373.194 (meters)          (02/10/07) NO CHECK
 DU2263  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DU2263
 DU2263  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2263  Type    PID    Designation                      North   East  Ellip
 DU2263  -------------------------------------------------------------------
 DU2263  NETWORK DU2263 WAR                               3.74   3.12  18.46
 DU2263  -------------------------------------------------------------------
 DU2263
 DU2263.The horizontal coordinates were established by GPS observations
 DU2263.and adjusted by the National Geodetic Survey in February 2007.
 DU2263
 DU2263.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2263.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2263.No horizontal observational check was made to the station.
 DU2263.The horizontal coordinates are valid at the epoch date displayed above.
 DU2263.The epoch date for horizontal control is a decimal equivalence
 DU2263.of Year/Month/Day.
 DU2263
 DU2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2263
 DU2263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2263
 DU2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2263
 DU2263.The ellipsoidal height was determined by GPS observations
 DU2263.and is referenced to NAD 83.
 DU2263
 DU2263.The geoid height was determined by GEOID03.
 DU2263
 DU2263;                    North         East     Units Scale Factor Converg.
 DU2263;SPC AZ C     -   259,063.998   234,704.294   MT  0.99990561   +0 07 33.6
 DU2263;SPC AZ C     -   849,947.50    770,027.21   iFT  0.99990561   +0 07 33.6
 DU2263;UTM  12      - 3,688,775.615   436,032.364   MT  0.99965045   -0 22 39.9
 DU2263
 DU2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2263!SPC AZ C     -   0.99994141  x   0.99990561  =   0.99984703
 DU2263!UTM  12      -   0.99994141  x   0.99965045  =   0.99959188
 DU2263
 DU2263                          SUPERSEDED SURVEY CONTROL
 DU2263
 DU2263  ELLIP H (06/11/02)  373.239  (m)                       GP(       ) 4 2
 DU2263  NAD 83(1992)-  33 20 10.50119(N)    111 41 14.54828(W) AD(       ) 1
 DU2263  ELLIP H (08/23/93)  373.300  (m)                       GP(       ) 4 2
 DU2263  NAD 83(1986)-  33 20 10.49471(N)    111 41 14.55251(W) AD(       ) 1
 DU2263  NGVD 29 (09/11/89)  401.9    (m)         1319.     (f) GPS OBS     3  
 DU2263
 DU2263.Superseded values are not recommended for survey control.
 DU2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2263.See file dsdata.txt to determine how the superseded data were derived.
 DU2263
 DU2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3603288776(NAD 83)
 DU2263_MARKER: DD = SURVEY DISK
 DU2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2263+STABILITY: SURFACE MOTION
 DU2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2263+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2263
 DU2263  HISTORY     - Date     Condition        Report By
 DU2263  HISTORY     - 1986     MONUMENTED       AZDT
 DU2263  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU2263
 DU2263                          STATION DESCRIPTION
 DU2263
 DU2263'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2263'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) EAST-SOUTHEAST OF
 DU2263'GILBERT, ARIZONA.
 DU2263'
 DU2263'TO REACH THE STATION FROM THE INTERSECTION OF WILLIAMS FIELD ROAD
 DU2263'AND POWER ROAD, GO NORTH ON POWER ROAD FOR 3.2 KM (2.0 KM) TO THE
 DU2263'INTERSECTION OF POWER ROAD AND WARNER ROAD AND TO THE STATION ON
 DU2263'THE NORTHWEST CORNER.
 DU2263'
 DU2263'THE STATION IS A STANDARD AGS DISK
 DU2263'STAMPED---WAR 1986---,
 DU2263'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2263'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 DU2263'1.59 METERS (5.2 FT) SOUTHWEST FROM A WITNESS POST AND SIGN,
 DU2263'0.61 METERS (2.0 FT) EAST FROM THE CANAL HEADWALL,
 DU2263'16.95 METERS (55.6 FT) NORTH FROM THE CENTERLINE OF WARNER ROAD,
 DU2263'18.5 METERS (60.7 FT) WEST FROM THE CENTERLINE OF POWER ROAD.
 DU2263'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2263'STAMPED---WAR 1986---,
 DU2263'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2263
 DU2263                          STATION RECOVERY (2006)
 DU2263
 DU2263'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2263'DID NOT FIND THE STATION MARK. THE ADJUSTED COORDINATES FOR THE
 DU2263'STATION POINT TO HARD PACK DIRT THAT HAS BEEN USED A SHOULDER AT THE
 DU2263'CORNER POWER AND WARNER ROADS. THERE IS NO LONGER A WITNESS POST IN
 DU2263'THE AREA. DID NOT SEARCH FOR THE UNDERGROUND MARK. NOTE THAT THE
 DU2263'INTERSECTION IS UNDERGOING CONSTRUCTION AND IT APPEARS THAT THE MARK
 DU2263'WILL BE PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0936 ***********************************************************************
 EU0936  DESIGNATION -  WARM
 EU0936  PID         -  EU0936
 EU0936  STATE/COUNTY-  AZ/MOHAVE
 EU0936  USGS QUAD   -  WARM SPRINGS SE (1970)
 EU0936
 EU0936                         *CURRENT SURVEY CONTROL
 EU0936  ___________________________________________________________________
 EU0936* NAD 83(1992)-  34 48 05.75381(N)    114 16 47.38286(W)     ADJUSTED  
 EU0936* NAVD 88     -       659.8    (meters)    2165.     (feet)  VERTCON   
 EU0936  ___________________________________________________________________
 EU0936  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 EU0936  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 EU0936  HORZ ORDER  -  FIRST
 EU0936
 EU0936.The horizontal coordinates were established by classical geodetic methods
 EU0936.and adjusted by the National Geodetic Survey in August 1993.
 EU0936
 EU0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0936
 EU0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0936
 EU0936.The geoid height was determined by GEOID03.
 EU0936
 EU0936;                    North         East     Units Scale Factor Converg.
 EU0936;SPC AZ W     -   421,707.966   164,879.454   MT  0.99996229   -0 18 08.6
 EU0936;SPC AZ W     - 1,383,556.32    540,943.09   iFT  0.99996229   -0 18 08.6
 EU0936;UTM  11      - 3,854,414.390   748,850.635   MT  1.00036332   +1 33 11.9
 EU0936
 EU0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0936!SPC AZ W     -   0.99990119  x   0.99996229  =   0.99986349
 EU0936!UTM  11      -   0.99990119  x   1.00036332  =   1.00026448
 EU0936
 EU0936|---------------------------------------------------------------------|
 EU0936| PID    Reference Object                     Distance      Geod. Az  |
 EU0936|                                                           dddmmss.s |
 EU0936| CC5853 WARM RM 2                             5.564 METERS 25857     |
 EU0936| CC5851 WARM AZ MK                                         2753734.0 |
 EU0936| CC5852 WARM RM 1                             8.004 METERS 35757     |
 EU0936|---------------------------------------------------------------------|
 EU0936
 EU0936                          SUPERSEDED SURVEY CONTROL
 EU0936
 EU0936  NAD 83(1986)-  34 48 05.75584(N)    114 16 47.38922(W) AD(       ) 1
 EU0936  NAD 27      -  34 48 05.73300(N)    114 16 44.54900(W) AD(       ) 1
 EU0936  NGVD 29 (07/19/86)  659.1    (m)         2162.     (f) VERT ANG    3  
 EU0936
 EU0936.Superseded values are not recommended for survey control.
 EU0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0936.See file dsdata.txt to determine how the superseded data were derived.
 EU0936
 EU0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4885154414(NAD 83)
 EU0936_MARKER: DS = TRIANGULATION STATION DISK
 EU0936_SETTING: 66 = SET IN ROCK OUTCROP
 EU0936
 EU0936  HISTORY     - Date     Condition        Report By
 EU0936  HISTORY     - 1945     MONUMENTED       CGS
 EU0936  HISTORY     - 1948     GOOD             CGS
 EU0936
 EU0936                          STATION DESCRIPTION
 EU0936
 EU0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0936'STATION IS LOCATED ON THE MORE E AND HIGHER OF TWO PEAKS WHICH
 EU0936'FORM THE SUMMIT OF A HOGBACK RIDGE RUNNING E AND W ABOUT 1 MILE
 EU0936'S OF A PYRAMID-SHAPED PEAK WHICH IS SLIGHTLY HIGHER.  IT IS ABOUT
 EU0936'19 MILES (AIR LINE) E OF NEEDLES, CALIFORNIA, ABOUT 10 MILES SW
 EU0936'OF YUCCA, ARIZONA, ANDABOUT 6 MILES NE OF THE POWELL MAINTENANCE
 EU0936'STATION ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 EU0936'
 EU0936'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 EU0936'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED WARM
 EU0936'1945.  IT IS 16 FEET ENE OF THE HIGHEST POINT OF THE HILL.
 EU0936'
 EU0936'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 EU0936'IN A BOULDER WHICH PROJECTS ABOUT 2-1/2 FEET ABOVE GROUND AND
 EU0936'IS STAMPED WARM NO 1 1945.  IT IS AT ABOUT THE SAME ELEVATION
 EU0936'AS THE STATION MARK.
 EU0936'
 EU0936'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 EU0936'IN A BOULDER WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE GROUND AND IS
 EU0936'STAMPED WARM NO 2 1945.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 EU0936'STATION MARK AND 3 FEET W OF THE HIGHEST POINT ON THE HILL.
 EU0936'
 EU0936'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 EU0936'A BOULDER PROJECTING ABOUT 14 INCHES ABOVE THE GROUND AND IS
 EU0936'STAMPED WARM 1945.  IT IS 46 FEET E OF THE CENTER LINE OF TRACK
 EU0936'ROAD AN 5.9 FEET E OF A 4- BY 4-INCH WHITE WITNESS POST.
 EU0936'
 EU0936'TO REACH STATION FROM THE POST OFFIC IN TOPOCK, TURN OFF U.S.
 EU0936'HIGHWAY 66 AND GO E ON GRADED DIRT ROAD TOWARDS YUCCA 2.5 MILES
 EU0936'TO ROADS FORKING RIGHT AND LEFT.  CONTINUE STRAIGHT AHEAD ON
 EU0936'MAIN-TRAVELED ROAD FOR 6.0 MILES TO A ROAD LEFT.  TURN LEFT AND GO
 EU0936'0.9 MILE TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACKS
 EU0936'AND THE POWELL SECTION QUARTERS.  CROSS THE TRACKS, TURN LEFT
 EU0936'(W) FOR 0.1 MILE, THEN TURN RIGHT ACROSS THE WASH TO AN OLD
 EU0936'ROAD THAT GOES UP ON TOP OF LOW RIDGE.  FROM THE TOP OF THE
 EU0936'RIDGE CONTINUE N ON THE TRACK ROAD FOR 3.8 MILES TO STATION
 EU0936'G.L.O. D ON THE RIGHT.  CONTINUE 1.8 MILES TO THE AZIMUTH
 EU0936'MARK FOR STATION WARM ON THE RIGHT.  FROM HERE THE
 EU0936'STATION CAN BE SEEN ON THE HOGBACK RIDGE TO THE RIGHT OF THE
 EU0936'PYRAMID-SHAPED HILL, ABOUT 3 MILES TO THE E.  TURN RIGHT DOWN
 EU0936'INTO WASH AND GO SE IN THE WASH FOR ABOUT 1/2 MILE, THEN
 EU0936'TURN LEFT TOWARDS THE STATION AND GO E ABOUT 2 MILES, HEADING
 EU0936'UP INTO THE WASH THAT DRAINS DOWN BETWEEN THE STATION ADN
 EU0936'THE PYRAMID-SHAPED HILL.  PACK UP THE WASH FOR ABOUT 1 MILE,
 EU0936'THEN TURN RIGHT UP THE STEEP ROCKY SLOPE TO THE HIGHEST POINT
 EU0936'AND THE STATION ON THE E ONE OF THE TWO SUMMITS.  ABOUT A
 EU0936'1-HOUR PACK.
 EU0936'
 EU0936'A BETTER WAY TO REACH THE STATION, BUT WHICH DOES NOT GO PAST THE
 EU0936'AZIMUTH MARK IS AS FOLLOWS--FROM THE POST OFFICE IN TOPOCK, GO
 EU0936'E ON THE ROAD TO YUCCA FOR 17.5 MILES TO A ROAD LEFT AT A SIGN
 EU0936'FRANCONIA.  TURN LEFT AND GO 2.6 MILES TO THE ATCHISON, TOPEKA
 EU0936'AND SANTA FE RAILWAY TRACKS.  CROSS THE TRACKS, TURN LEFT, AND
 EU0936'GO ALONG THE ROAD BETWEEN THE TRACKS ON THE LEFT, AND A BLUFF
 EU0936'ON THE RIGHT FOR 0.5 MILE TO WHERE THIS ROAD ENDS IN A LOOP AT
 EU0936'THE END OF THE BLUFF.  TURN RIGHT HERE, CROSS COUNTRY FOR A
 EU0936'SHORT DISTANCE, ONTO AN OLD MINE ROAD.  FOLLOW THIS ROAD FOR
 EU0936'5.0 MILES TO WHERE STATION WARM IS ON THE LEFT AND THE ROAD
 EU0936'TURNS UP OUT OF THE WASH TO THE RIGHT.  CONTINUE TO LEFT IN THE
 EU0936'WASH FOR 0.2 MILE, THEN PACK LEFT UP THE STEEP HILL TO THE
 EU0936'STATION.  THE HILL HAS RATHER STEEP CLIFFS NEAR THE TOP.
 EU0936
 EU0936                          STATION RECOVERY (1948)
 EU0936
 EU0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 EU0936'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 EU0936'AS DESCRIBED.
 EU0936'
 EU0936'THE STATION IS ABOUT 19 MILES AIRLINE EAST OF NEEDLES, CALIFORNIA,
 EU0936'10 MILES SOUTHWEST OF YUCCA, ARIZONA, AND ABOUT 6 MILES NORTHEAST
 EU0936'OF THE POWELL MAINTENANCE STATION ON THE ATCHISON, TOPEKA AND SANTA
 EU0936'FE RAILWAY, ON THE EASTERLY AND HIGHER OF TWO PEAKS WHIH FROM THE
 EU0936'SUMMIT OF A HOGBACK RIDGE RUNNING EAST AND WEST, AND IS ABOUT
 EU0936'1 MILE SOUTH OF A HIGHER PYRAMID SHAPED PEAK.
 EU0936'
 EU0936'TO REACH THE STATION FROM TOPOCK GO EASTERLY ON GRADED ROAD
 EU0936'TOWARDS YUCCA FOR 2.5 MILES TO SEVERAL FORKS.  KEEP STRAIGHT
 EU0936'AHEAD ON THE MAIN ROAD TOWARDS YUCCA FOR 6.0 MILES TO A TRACK
 EU0936'ROAD LEFT AND SIGN POWELL.  TAKE LEFT FORK ON TRACK ROAD AND GO
 EU0936'0.9 MILES TO RAILWAY TRACKS AND THE POWELL SECTION
 EU0936'QUARTERS--CROSS TRACKS, TURN LEFT ON TRACK ROAD AND GO 0.1 MILE
 EU0936'TO A DIM FORK AT THE EDGE OF A WASH--TURN RIGHT ON THE DIM
 EU0936'TRACKS AND CONTINUE FOR ABOUT 0.3 MILE ACROSS WASH TO AN OLD
 EU0936'ROAD LEADING TO THE SUMMIT OF A LOW RIDGE.  FROM THE SUMMIT
 EU0936'OF THE LOW RIDGE CONTINUE ON THE TRACK ROAD NORTHERLY FOR 3.6
 EU0936'MILES TO STATION G.L.O. D ON THE RIGHT.  CONTINUE ON THE TRACK
 EU0936'ROAD FOR 1.8 MILE TO A WHITE POST AND WARM AZIMUTH MARK ON
 EU0936'THE RIGHT.  TURN RIGHT OFF ROAD AND DOWN INTO WASH AND
 EU0936'CONTINUE SOUTHEASTERLY IN WASH FOR ABOUT 1/2 MILE.  TURN LEFT
 EU0936'INTO LARGER WASH THAT DRAINS NORTH SLOPE OF STATION HILL AND
 EU0936'FOLLOW UP THIS WASH EASTERLY FOR ABOUT 2 MILES TO WHERE LARGE
 EU0936'BOULDERS PREVENT TRAVEL IN THE WASH.  FROM HERE PACK UP WASH
 EU0936'FOR ABOUT 1 MILE TO A POINT WHERE THERE IS A HIGH PEAK ON
 EU0936'EITHER SIDE OF THE WASH.  TURN RIGHT OUT OF WASH AND BEAR
 EU0936'SOUTHEASTERLY UP SIDE TO RIDGE TO THE MOST EASTERLY AND HIGHEST
 EU0936'POINT OF THE RIDGE AND STATION.
 EU0936'
 EU0936'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 EU0936'A BOULDER PROJECTING ABOUT 2-1/2 FEET ON THE NORTH SLOPE OF THE
 EU0936'RIDGE, AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 EU0936'STAMPED WARM NO 1 1945.
 EU0936'
 EU0936'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 EU0936'A BOULDER PROJECTING ABOUT 1-1/2 FEET ON THE CREST OF THE RIDGE
 EU0936'AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS STAMPED WARM
 EU0936'NO 2 1945.
 EU0936'
 EU0936'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 1-1/2 X 2 FOOT
 EU0936'BOULDER PROJECTING ABOUT 16 INCHES, ABOUT 45 FEET EAST OF A
 EU0936'TRACK ROAD, 5.9 FEET EAST OF A WHITE POST.  IT IS STAMPED WARM
 EU0936'1945.
 EU0936'
 EU0936'THE STATION IS A STANDARD BRONZE DISK SET IN BEDROCK FLUSH WITH
 EU0936'THE GROUND, ABOUT 14 FEET NORTH OF THE HIGHEST POINT OF THE
 EU0936'HILL.  IT IS STAMPED WARM 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0280 ***********************************************************************
 GQ0280  DESIGNATION -  WARM
 GQ0280  PID         -  GQ0280
 GQ0280  STATE/COUNTY-  AZ/COCONINO
 GQ0280  USGS QUAD   -  WARM SPRINGS CANYON (1988)
 GQ0280
 GQ0280                         *CURRENT SURVEY CONTROL
 GQ0280  ___________________________________________________________________
 GQ0280* NAD 83(1992)-  36 42 01.98401(N)    112 20 18.30923(W)     ADJUSTED  
 GQ0280* NAVD 88     -      2318.8    (meters)    7608.     (feet)  VERTCON   
 GQ0280  ___________________________________________________________________
 GQ0280  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 GQ0280  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 GQ0280  HORZ ORDER  -  SECOND
 GQ0280
 GQ0280.The horizontal coordinates were established by classical geodetic methods
 GQ0280.and adjusted by the National Geodetic Survey in August 1993.
 GQ0280
 GQ0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0280
 GQ0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0280
 GQ0280.The geoid height was determined by GEOID03.
 GQ0280
 GQ0280;                    North         East     Units Scale Factor Converg.
 GQ0280;SPC AZ C     -   632,325.019   175,676.068   MT  0.99991749   -0 15 07.4
 GQ0280;SPC AZ C     - 2,074,557.15    576,365.05   iFT  0.99991749   -0 15 07.4
 GQ0280;UTM  12      - 4,062,488.994   380,444.218   MT  0.99977610   -0 47 59.9
 GQ0280
 GQ0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0280!SPC AZ C     -   0.99963964  x   0.99991749  =   0.99955716
 GQ0280!UTM  12      -   0.99963964  x   0.99977610  =   0.99941582
 GQ0280
 GQ0280|---------------------------------------------------------------------|
 GQ0280| PID    Reference Object                     Distance      Geod. Az  |
 GQ0280|                                                           dddmmss.s |
 GQ0280| GQ0281 RYAN                                  5.191 METERS 12445     |
 GQ0280| CH4516 WARM RM 2                             9.466 METERS 25513     |
 GQ0280| CH4514 WARM AZ MK                                         3454540.7 |
 GQ0280| CH4515 WARM RM 1                             4.015 METERS 35018     |
 GQ0280|---------------------------------------------------------------------|
 GQ0280
 GQ0280                          SUPERSEDED SURVEY CONTROL
 GQ0280
 GQ0280  NAD 83(1986)-  36 42 01.97629(N)    112 20 18.30170(W) AD(       ) 2
 GQ0280  NAD 27      -  36 42 02.00700(N)    112 20 15.65400(W) AD(       ) 2
 GQ0280  NGVD 29 (07/19/86) 2317.7    (m)         7604.     (f) VERT ANG    3  
 GQ0280
 GQ0280.Superseded values are not recommended for survey control.
 GQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0280.See file dsdata.txt to determine how the superseded data were derived.
 GQ0280
 GQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8044462489(NAD 83)
 GQ0280_MARKER: DS = TRIANGULATION STATION DISK
 GQ0280_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0280
 GQ0280  HISTORY     - Date     Condition        Report By
 GQ0280  HISTORY     - 1953     MONUMENTED       CGS
 GQ0280
 GQ0280                          STATION DESCRIPTION
 GQ0280
 GQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0280'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF FREDONIA, ABOUT
 GQ0280'7 MILES WEST OF JACOB LAKE, ABOUT 1-1/4 MILES NORTHEAST OF RYAN
 GQ0280'RANGER STATION, AND ABOUT 1/2 MILE EAST OF A GRAVEL ROAD.  THE
 GQ0280'STATION IS ON A TIMBERED POINT WHICH EXTENDS WEST FROM AND IS
 GQ0280'NEAR THE SOUTH END OF THE MAIN KAIBAB PLATEAU.
 GQ0280'
 GQ0280'REACHED FROM THE ARIZONA INSPECTION STATION IN FREDONIA BY
 GQ0280'DRIVING SOUTHEAST ON U.S. HIGHWAY 89 FOR 1.4 MILES TO A GRAVEL
 GQ0280'ROAD RIGHT AT THE SOUTHEAST CORNER OF THE SAW MILL PROPERTY.  TURN
 GQ0280'RIGHT TOWARD BIG SPRINGS AND RYAN AND CONTINUE SOUTHEAST FOR
 GQ0280'16.5 MILES TO THE FOURTH CATTLE GUARD.  CONTINUE STRAIGHT AHEAD
 GQ0280'FOR 0.1 MILE TO A LARGE SIGN ENTERING KAIBAB NATIONAL FOREST ON
 GQ0280'THE RIGHT SIDE OF THE ROAD AND THE AZIMUTH MARK ON THE LEFT
 GQ0280'(NORTHEAST) SIDE OF ROAD AS DESCRIBED BELOW.  CONTINUE
 GQ0280'SOUTHERLY FOR 3 MILES TO THE SOUTH END OF A LARGE GRADED AREA
 GQ0280'ON THE EAST SIDE OF THE ROAD WHICH IS ABOUT 100 YARDS BEFORE
 GQ0280'REACHING A LARGE FOREST SERVICE SIGN.  TURN LEFT AND DRIVE A
 GQ0280'SHORT DISTANCE TO THE END OF TRUCK TRAVEL FOR A 2-WHEEL DRIVE
 GQ0280'VEHICLE.  WITH A 4-WHEEL DRIVE VEHICLE IT IS POSSIBLE
 GQ0280'TO DRIVE A TOTAL DISTANCE OF 0.35 MILE TO THE BASE OF THE
 GQ0280'MOUNTAIN OR BLUFF.  PACK SOUTHEASTERLY (STAYING ON THE
 GQ0280'SOUTHWEST SIDE OF THE RAVINE) TO THE TOP OF THE PLATEAU.
 GQ0280'THENCE BARE RIGHT (SOUTH) FOR A SHORT DISTANCE TO THE TOP
 GQ0280'OF A LOW HILL AND THE STATION.
 GQ0280'
 GQ0280'THE STATION IS ON THE HIGHEST POINT OF THE HILL, ABOUT 33 FEET
 GQ0280'WEST-SOUTHWEST OF A LARGE DEAD TREE ON WHICH IS A 5-INCH TRIANGLE
 GQ0280'BLAZE, ABOUT 30 FEET NORTH-NORTHWEST OF A 6-INCH JUNIPER TREE
 GQ0280'ON WHICH IS A 5-INCH TRIANGLE BLAZE AND ABOUT 10 FEET WEST OF
 GQ0280'A FORKED STUMP.  THE MARK IS A STANDARD DISK STAMPED WARM 1953.
 GQ0280'IT IS SET IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE
 GQ0280'GROUND SURFACE.
 GQ0280'
 GQ0280'REFERENCE MARK 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GQ0280'STATION.  IT IS A STANDARD DISK STAMPED WARM NO 1 1953, SET
 GQ0280'IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND SURFACE.
 GQ0280'
 GQ0280'REFERENCE MARK 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GQ0280'STATION AND ABOUT 16 FEET WEST OF A 20-INCH STUMP.  THE MARK
 GQ0280'IS A STANDARD DISK STAMPED WARM NO 2 1953, SET IN THE TOP OF
 GQ0280'AN OUTCROP THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 GQ0280'
 GQ0280'THE AZIMUTH MARK IS ABOUT 49 YARDS EAST-NORTHEAST OF SIGN
 GQ0280'ENTERING KAIBAB NATIONAL FOREST, ABOUT 40 YARDS EAST-NORTHEAST
 GQ0280'OF THE MIDDLE OF THE GRAVEL ROAD AND ABOUT 3 FEET NORTHEAST OF A
 GQ0280'4X4-INCH WITNESS POST.  THE MARK IS A STANDARD DISK STAMPED
 GQ0280'WARM 1953, AND SET IN BEDROCK THAT FORMS THE SOUTHWEST RIM OF
 GQ0280'A LOW RIDGE.  THE RIM ROCK PROJECTS ABOUT 12 INCHES ON THE
 GQ0280'SOUTHWEST SIDE.
 GQ0280'
 GQ0280'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK IS LOCATED ON THE SAME
 GQ0280'POINT AT APPROXIMATELY THE SAME ELEVATION AS OUR STATION MARK.  IT
 GQ0280'IS A STANDARD DISK STAMPED RYAN 1933, SET IN THE TOP OF A
 GQ0280'6X10-INCH BOULDER THAT IS EMBEDDED IN THE GROUND.  THE BOULDER,
 GQ0280'AT PRESENT, IS LOOSE AND WAS DEEMED UNSUITABLE FOR OUR STATION
 GQ0280'MARK.  THE BOULDER PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 GQ0280'AND IS ABOUT 7 FEET SOUTHEAST OF A FORKED STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1850 ***********************************************************************
 CZ1850  DESIGNATION -  WARNER
 CZ1850  PID         -  CZ1850
 CZ1850  STATE/COUNTY-  AZ/PIMA
 CZ1850  USGS QUAD   -  TUCSON (1992)
 CZ1850
 CZ1850                         *CURRENT SURVEY CONTROL
 CZ1850  ___________________________________________________________________
 CZ1850* NAD 83(2007)-  32 12 36.96665(N)    110 59 32.20127(W)     ADJUSTED  
 CZ1850* NAVD 88     -       884.2    (meters)    2901.     (feet)  GPS OBS   
 CZ1850  ___________________________________________________________________
 CZ1850  EPOCH DATE  -        2007.00
 CZ1850  X           -  -1,935,363.439 (meters)                     COMP
 CZ1850  Y           -  -5,043,825.818 (meters)                     COMP
 CZ1850  Z           -   3,380,637.728 (meters)                     COMP
 CZ1850  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CZ1850  ELLIP HEIGHT-         854.719 (meters)          (02/10/07) ADJUSTED
 CZ1850  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ1850
 CZ1850  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1850  Type    PID    Designation                      North   East  Ellip
 CZ1850  -------------------------------------------------------------------
 CZ1850  NETWORK CZ1850 WARNER                            0.63   0.65   1.37
 CZ1850  -------------------------------------------------------------------
 CZ1850
 CZ1850.The horizontal coordinates were established by GPS observations
 CZ1850.and adjusted by the National Geodetic Survey in February 2007.
 CZ1850
 CZ1850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1850.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1850.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1850.The epoch date for horizontal control is a decimal equivalence
 CZ1850.of Year/Month/Day.
 CZ1850
 CZ1850.The orthometric height was determined by GPS observations and a
 CZ1850.high-resolution geoid model.
 CZ1850
 CZ1850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1850
 CZ1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1850
 CZ1850.The ellipsoidal height was determined by GPS observations
 CZ1850.and is referenced to NAD 83.
 CZ1850
 CZ1850.The geoid height was determined by GEOID03.
 CZ1850
 CZ1850;                    North         East     Units Scale Factor Converg.
 CZ1850;SPC AZ C     -   134,555.797   300,501.379   MT  0.99999361   +0 29 33.9
 CZ1850;SPC AZ C     -   441,456.03    985,896.91   iFT  0.99999361   +0 29 33.9
 CZ1850;UTM  12      - 3,563,742.785   500,727.702   MT  0.99960001   +0 00 14.8
 CZ1850
 CZ1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1850!SPC AZ C     -   0.99986581  x   0.99999361  =   0.99985943
 CZ1850!UTM  12      -   0.99986581  x   0.99960001  =   0.99946588
 CZ1850
 CZ1850:                Primary Azimuth Mark                     Grid Az
 CZ1850:SPC AZ C     -  CONGRESS                                 044 15 26.8
 CZ1850:UTM  12      -  CONGRESS                                 044 44 45.9
 CZ1850
 CZ1850|---------------------------------------------------------------------|
 CZ1850| PID    Reference Object                     Distance      Geod. Az  |
 CZ1850|                                                           dddmmss.s |
 CZ1850| CZ0280 CONGRESS                            APPROX. 1.6 KM 0444500.7 |
 CZ1850| CZ1839 TUCSON RADIO STATION KMOP MAST      APPROX. 1.2 KM 0445859.6 |
 CZ1850| CR8315 WARNER RM 4                           3.637 METERS 05813     |
 CZ1850| CC7621 WARNER RM 1                           3.639 METERS 05814     |
 CZ1850| CZ1855 TUCSON TV STATION KUAT MAST         APPROX. 4.3 KM 0582726.6 |
 CZ1850| CZ1838 TUCSON AZHD RADIO MAST              APPROX. 2.9 KM 0982753.9 |
 CZ1850| CZ1841 TUCSON INDIAN SCHOOL TANK           APPROX. 3.6 KM 1665427.0 |
 CZ1850| CR8316 WARNER RM 5                           4.957 METERS 21723     |
 CZ1850| CC7622 WARNER RM 2                           1.930 METERS 30818     |
 CZ1850| CZ0277 STOCKMAN                            APPROX. 5.6 KM 3515804.2 |
 CZ1850| CC7623 WARNER RM 3 AZIMUTH                                3525404.9 |
 CZ1850|---------------------------------------------------------------------|
 CZ1850
 CZ1850                          SUPERSEDED SURVEY CONTROL
 CZ1850
 CZ1850  ELLIP H (07/18/02)  854.730  (m)                       GP(       ) 4 2
 CZ1850  NAD 83(1992)-  32 12 36.96733(N)    110 59 32.20065(W) AD(       ) 1
 CZ1850  ELLIP H (08/23/93)  854.858  (m)                       GP(       ) 4 2
 CZ1850  NAD 83(1986)-  32 12 36.96379(N)    110 59 32.19825(W) AD(       ) 1
 CZ1850  NAD 27      -  32 12 36.68900(N)    110 59 29.86300(W) AD(       ) 1
 CZ1850  NGVD 29 (05/20/88)  883.5    (m)         2899.     (f) VERT ANG    3  
 CZ1850
 CZ1850.Superseded values are not recommended for survey control.
 CZ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1850.See file dsdata.txt to determine how the superseded data were derived.
 CZ1850
 CZ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0072863743(NAD 83)
 CZ1850_MARKER: DS = TRIANGULATION STATION DISK
 CZ1850_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1850_SP_SET: IN A DRILL HOLE IN BEDROCK
 CZ1850_STAMPING: WARNER 1935
 CZ1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1850+STABILITY: POSITION/ELEVATION WELL
 CZ1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1850+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 CZ1850
 CZ1850  HISTORY     - Date     Condition        Report By
 CZ1850  HISTORY     - 1935     MONUMENTED       CGS+SS
 CZ1850  HISTORY     - 1935     GOOD             AZHD
 CZ1850  HISTORY     - 1942     GOOD             CGS
 CZ1850  HISTORY     - 1948     GOOD             CGS
 CZ1850  HISTORY     - 1950     GOOD             CGS
 CZ1850  HISTORY     - 1956     GOOD             USE
 CZ1850  HISTORY     - 1959     GOOD             CGS
 CZ1850  HISTORY     - 1967     GOOD             USAF
 CZ1850  HISTORY     - 1971     GOOD             AZHD
 CZ1850  HISTORY     - 1971     GOOD             NGS
 CZ1850  HISTORY     - 1975     GOOD             USAF
 CZ1850  HISTORY     - 1978     GOOD             AZDT
 CZ1850  HISTORY     - 1982     GOOD             AZDT
 CZ1850  HISTORY     - 1983     GOOD             AZDT
 CZ1850  HISTORY     - 19900525 GOOD             AZ-019
 CZ1850
 CZ1850                          STATION DESCRIPTION
 CZ1850
 CZ1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ1850'ABOUT 2 MILES, AIR LINE, SOUTHWEST OF THE CENTER OF TUCSON ON
 CZ1850'TOP OF A HILL LOCALLY KNOWN AS A HILL.  MARKED BY A STANDARD
 CZ1850'BRONZE DISK.  REFERENCE MARK NO. 1, A
 CZ1850'STANDARD BRONZE REFERENCE DISK, IS 3.633 METERS
 CZ1850'(11.92 FEET).  REFERENCE
 CZ1850'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK, IS
 CZ1850'1.926 METERS (6.32 FEET) FROM STATION.
 CZ1850'AZIMUTH MARK (REFERENCE MARK NO. 3), A STANDARD BRONZE
 CZ1850'DISK.
 CZ1850'STATION.
 CZ1850
 CZ1850                          STATION RECOVERY (1935)
 CZ1850
 CZ1850'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1935
 CZ1850'RECOVERED IN GOOD CONDITION.
 CZ1850
 CZ1850                          STATION RECOVERY (1942)
 CZ1850
 CZ1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 CZ1850'ORIGINAL DESCRIPTION SUFFICES.  THE BRONZE DISKS ARE SOMEWHAT
 CZ1850'BATTERED, BUT ARE READABLE.
 CZ1850
 CZ1850                          STATION RECOVERY (1948)
 CZ1850
 CZ1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 CZ1850'STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AS
 CZ1850'DESCRIBED.
 CZ1850'
 CZ1850'R.M. 3 (AZIMUTH) IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 CZ1850'A BOULDER.  FROM THE VALLEY NATIONAL BANK BUILDING IN TUCSON
 CZ1850'GO WEST ON CONGRESS ST. 1.3 MILES TO THE INTERSECTION OF CONGRESS
 CZ1850'AND CUESTA STREETS.  FROM THE CENTER LINE INTERSECTION OF
 CZ1850'THESE STREETS TURN LEFT (S) 744 FEET., THEN RIGHT (W) 21 FEET.
 CZ1850'FROM THE CENTER LINE OF CUESTA AVENUE.
 CZ1850
 CZ1850                          STATION RECOVERY (1950)
 CZ1850
 CZ1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBC)
 CZ1850'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 CZ1850'E.B. LATHAM IN 1935.  THE DESCRIPTION IS ADEQUATE.  WITNESS
 CZ1850'POST NOT NEEDED.
 CZ1850
 CZ1850                          STATION RECOVERY (1956)
 CZ1850
 CZ1850'RECOVERY NOTE BY US ENGINEERS 1956
 CZ1850'STATION RECOVERED AS DESCRIBED.
 CZ1850'
 CZ1850'AZIMUTH MARK NOT SEARCHED FOR.
 CZ1850
 CZ1850                          STATION RECOVERY (1959)
 CZ1850
 CZ1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1850'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 CZ1850'2 WERE RECOVERED AND FOUND TO BE SOLID BUT BADLY DEFACED.  THE
 CZ1850'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW AND
 CZ1850'COMPLETE DESCRIPTION FOLLOWS.
 CZ1850'
 CZ1850'THE STATION IS AT THE WEST EDGE OF THE CITY OF TUCSON ON THE
 CZ1850'SUMMIT OF A HILL LOCALLY KNOWN AS A MOUNTAIN.
 CZ1850'
 CZ1850'TO REACH THE STATION FROM THE ANNEX STATION POST OFFICE, WHICH
 CZ1850'IS AT THE CORNER OF NORTH 9TH AVENUE AND HELEN STREET IN TUCSON,
 CZ1850'GO SOUTH ON NORTH 9TH AVENUE FOR 0.1 MILE TO WEST SPEEDWAY,
 CZ1850'TURN RIGHT AND GO WEST ON WEST SPEEDWAY FOR 0.55 MILE TO THE
 CZ1850'FREE WAY, TURN LEFT AND GO SOUTH ON THE FREE WAY FOR 1.1 MILES
 CZ1850'TO CONGRESS STREET.  TURN RIGHT AND GO WEST ON CONGRESS STREET
 CZ1850'FOR 0.75 MILE TO CUESTA AVENUE, TURN LEFT, WEST, AND FOLLOW
 CZ1850'CUESTA AVENUE AND SENTINEL PEAK ROAD WESTERLY FOR 1.5 MILES TO
 CZ1850'THE END OF TRUCK TRAVEL, JUST BELOW A LARGE A THAT IS
 CZ1850'WHITEWASHED ON THE HILL.
 CZ1850'
 CZ1850'THE STATION MARK, STAMPED WARNER 1935 1939 CWA, IS A STANDARD
 CZ1850'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 11 FEET
 CZ1850'NORTHEAST OF A CAIRN.
 CZ1850'
 CZ1850'REFERENCE MARK 1, STAMPED WARNER NO 1 1935, IS A STANDARD DISK
 CZ1850'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 23 FEET
 CZ1850'NORTHEAST OF THE CAIRN.
 CZ1850'
 CZ1850'REFERENCE MARK 2, STAMPED WARNER NO 2 1935, IS A STANDARD DISK
 CZ1850'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 11 FEET NORTH
 CZ1850'OF THE CAIRN.
 CZ1850'
 CZ1850'TRIANGULATION STATION CONGRESS WILL SERVE AS THE AZIMUTH MARK.
 CZ1850'SEE DESCRIPTION THEREOF.
 CZ1850
 CZ1850                          STATION RECOVERY (1967)
 CZ1850
 CZ1850'RECOVERY NOTE BY US AIR FORCE 1967
 CZ1850'THE STATION, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK
 CZ1850'2 WERE FOUND AS DESCRIBED.  STATION IS ENTIRELY ADEQUATE.
 CZ1850'
 CZ1850'NOTE--ALL DISKS ARE MARKED AND ARE IMPOSSIBLE TO READ THE
 CZ1850'STAMPING ON THEM.  REFERENCE MARK 2 IS MARRED SO AS A DISTANT
 CZ1850'TIE IS IMPOSSIBLE
 CZ1850
 CZ1850                          STATION RECOVERY (1971)
 CZ1850
 CZ1850'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RC)
 CZ1850'GENERAL LOCATION W EDGE OF TUCSON ON A MOUNTAIN.
 CZ1850'
 CZ1850'TO REACH 1959 DESCRIPTION ADEQUATE.
 CZ1850'
 CZ1850'STATION MARK AS DESCRIBED 1959.
 CZ1850'
 CZ1850'REFERENCE MARKS AS DESCRIBED 1959.
 CZ1850'
 CZ1850'AZIMUTH MARK NOT SEARCHED FOR.
 CZ1850
 CZ1850                          STATION RECOVERY (1971)
 CZ1850
 CZ1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CZ1850'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CZ1850'DESCRIBED IN 1959.  REFERENCE MARK 3, WHICH SERVES AS AZIMUTH MARK,
 CZ1850'WAS ALSO RECOVERED, SOLID, BUT BADLY DEFACED.  THE STAMPING ON THE
 CZ1850'DISKS IS NO LONGER LEGIBLE BECAUSE OF HAMMERING AND THERE IS NO
 CZ1850'DEFINITE POINT TO MEASURE TO ON REFERENCE MARK 1.  THE DISTANCE
 CZ1850'AND ANGLE TO REFERENCE MARK 2 WAS DOUBLE CHECKED.  THE ROUTE TO
 CZ1850'THE STATION COULD NOT BE CHECKED BECAUSE OF ROAD CONSTRUCTION
 CZ1850'ON CONGRESS STREET BUT THE DISTANCE WILL NOT BE CHANGED.  A
 CZ1850'COMPLETE DESCRIPTION FOLLOWS--
 CZ1850'
 CZ1850'THE STATION IS LOCATED AT THE WEST EDGE OF THE CITY OF TUCSON ON THE
 CZ1850'HIGHEST POINT OF SENTINEL PEAK LOCALLY KNOWN AS A MOUNTAIN.  IT IS
 CZ1850'1-1/2 MILES WEST-SOUTHWEST OF THE CENTER OF THE BUSINESS DISTRICT.
 CZ1850'
 CZ1850'TO REACH THE STATION FROM THE INTERSECTION OF CONGRESS STREET AND
 CZ1850'GRANDE AVENUE GO WEST 0.25 MILE ON CONGRESS STREET TO SOUTH CUESTA
 CZ1850'AVENUE.  TURN LEFT AND GO SOUTH ON SOUTH CUESTA AVENUE 0.1 MILE TO
 CZ1850'CEDAR STREET.  CONTINUE SOUTH, UPHILL, ON SENTINEL PEAK ROAD 0.05
 CZ1850'MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE UPHILL ON
 CZ1850'SENTINEL PEAK ROAD 1.0 MILE WHERE IT BECOMES A ONE-WAY ROAD AT A
 CZ1850'FORK.  FOLLOW THE RIGHT FORK AROUND THE SOUTH SIDE OF THE HILL 0.6
 CZ1850'MILE TO THE EAST SIDE OF THE SUMMIT AT STONE STEPS ON THE LEFT AND
 CZ1850'END OF TRUCK TRAVEL.  PACK WEST UP STEEP, ROCKY SLOPE 5
 CZ1850'MINUTES TO HIGHEST POINT AND STATION.
 CZ1850'
 CZ1850'THE STATION MARK IS A STANDARD DISK FORMERLY STAMPED WARNER ARIZ GEOD
 CZ1850'S 1935 CEMENTED IN A DRILL HOLE IN BEDROCK SURROUNDED BY A 24-INCH
 CZ1850'DIAMETER DOUGHNUT OF CONCRETE 12 INCHES ABOVE THE SURFACE OF THE
 CZ1850'GROUND.  THE MARK IS IN THE CENTER HOLE 4 INCHES BELOW THE TOP OF
 CZ1850'THE COLLAR.  IT IS 50 FEET SOUTHWEST OF A LOW ROCK WALL OR BENCH.
 CZ1850'
 CZ1850'REFERENCE MARK 1 IS A STANDARD DISK FORMERLY STAMPED WARNER ARIZ GEOD
 CZ1850'S NO 1 1935 CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 10 INCHES
 CZ1850'ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT LOWER THAN THE
 CZ1850'STATION.
 CZ1850'
 CZ1850'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED WARNER NO 2 1935
 CZ1850'CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 8 INCHES ABOVE THE
 CZ1850'SURFACE OF THE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION
 CZ1850'MARK.
 CZ1850'
 CZ1850'REFERENCE MARK NUMBER 3 IS A STANDARD DISK FORMERLY STAMPED WARNER
 CZ1850'NO 3 1935 CEMENTED IN A DRILL HOLE IN BEDROCK WITH 6 FEET BY 5 FEET
 CZ1850'EXPOSED AND ABOUT FLUSH WITH THE GROUND.  IT IS AT THE CENTER OF A
 CZ1850'LARGE X OF WHITE PAINTED ROCKS AND IS 27.1 FEET WEST OF THE CENTER
 CZ1850'LINE OF SENTINEL PEAK ROAD.
 CZ1850'
 CZ1850'THE MEASUREMENT FROM REFERENCE MARK 1 TO 2 WAS OBSTRUCTED BY
 CZ1850'LARGER BOULDERS.
 CZ1850'
 CZ1850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 CZ1850'WEST-SOUTHWEST OF TUCSON.
 CZ1850
 CZ1850                          STATION RECOVERY (1975)
 CZ1850
 CZ1850'RECOVERY NOTE BY US AIR FORCE 1975 (JKS)
 CZ1850'STATION WAS RECOVERED AS DESCRIBED IN THE 1959 RECOVERY NOTE WITH THE
 CZ1850'EXCEPTION THAT THE CAIRN MENTIONED NO LONGER EXISTS.  REFERENCE
 CZ1850'MARKS NO. 1 AND NO. 2 WERE ALSO RECOVERED AS DESCRIBED.  THE MARK IS
 CZ1850'IN THE CENTER OF A 10 INCHES HIGH FIRE PIT.
 CZ1850
 CZ1850                          STATION RECOVERY (1978)
 CZ1850
 CZ1850'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 CZ1850'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CZ1850'DISTANCE TO RMS CHECKED, BUT ANGLE BETWEEN
 CZ1850'RMS DIFFER BY ABOUT 1 DEGREE.
 CZ1850'
 CZ1850'THE 1959 DESCRIPTION IS ADEQUATE.
 CZ1850
 CZ1850                          STATION RECOVERY (1982)
 CZ1850
 CZ1850'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ1850'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE RECOVERED
 CZ1850'IN GOOD CONDITION. REFERENCE MARK 4 WAS SET IN THE OLD DRILL HOLE FOR
 CZ1850'REFERENCE MARK 1. REFERENCE MARK 5 IS A NEW MARK STAMPED---WARNER NO 5
 CZ1850'1935 1982---.  IT IS SET IN A DRILL HOLE IN BEDROCK.
 CZ1850'
 CZ1850'THE ROUTE TO THE STATION IS ADEQUATE FOR RECOVERY.
 CZ1850
 CZ1850                          STATION RECOVERY (1983)
 CZ1850
 CZ1850'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ1850'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1982.
 CZ1850
 CZ1850                          STATION RECOVERY (1990)
 CZ1850
 CZ1850'RECOVERY NOTE BY PIMA COUNTY ARIZONA 1990
 CZ1850'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 10 AND CONGRESS
 CZ1850'STREET, EXIT NUMBER 258, TRAVEL WEST ALONG CONGRESS STREET APPROX 1.3
 CZ1850'KM (0.81 MI) TO CUESTA AVENUE AN INTERSECTING STREET FROM THE SOUTH.
 CZ1850'TURN LEFT (SOUTH) AND PROCEED ALONG CUESTA AVENUE 0.06 KM (0.04 MI)
 CZ1850'TO CEDAR STREET WHERE CUESTA AVENUE BECOMES SENTINEL PEAK ROAD.
 CZ1850'CONTINUE UPHILL ON SENTINEL PEAK ROAD 1.7 KM (1.06 MI) WHERE IT
 CZ1850'BECOMES A ONE-WAY ROAD AT A FORK. FOLLOW THE RIGHT FORK AROUND THE
 CZ1850'SOUTH SIDE OF THE HILL 1.6 KM (0.99 MI) TO THE BASE OF THE A AND
 CZ1850'PARK IN THE PULLOUT PARKING AREA.  USE STAIRC TO START ON PATH TO THE
 CZ1850'PEAK.  PACK WEST UP STEEP, ROCKY SLOPE 10 MINUTES TO HIGHEST POINT
 CZ1850'AND STATION.
 CZ1850'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISC FORMERLY
 CZ1850'STAMPED WARNER ARIZ GEOD S 1935 CEMENTED IN A DRILL HOLE IN BEDROCK
 CZ1850'SURROUNDED BY A 24-INCH DIAMETER DOUGHNUT OF CONCRETE 12-INCHES ABOVE
 CZ1850'THE SURFASE OF THE GROUND.  THE MARKER AT TIME OF RECOVERY WAS BADLY
 CZ1850'SCARRED. ACCESS TO THE A MOUNTAIN PEAK AREA IS RESTRICTED TO
 CZ1850'DAYLIGHT HOURS. CONTACT CITY OF TUCSON PARKS AND RECREATION AND THE
 CZ1850'CITY POLICE FOR NIGHT OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2091 ***********************************************************************
 DU2091  DESIGNATION -  WARNER
 DU2091  PID         -  DU2091
 DU2091  STATE/COUNTY-  AZ/PINAL
 DU2091  USGS QUAD   -  DESERT WELL (1981)
 DU2091
 DU2091                         *CURRENT SURVEY CONTROL
 DU2091  ___________________________________________________________________
 DU2091* NAD 83(1992)-  33 19 34.96378(N)    111 31 41.29578(W)     ADJUSTED  
 DU2091* NAVD 88     -       482.1    (meters)    1582.     (feet)  VERTCON   
 DU2091  ___________________________________________________________________
 DU2091  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DU2091  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DU2091  HORZ ORDER  -  SECOND
 DU2091
 DU2091.The horizontal coordinates were established by classical geodetic methods
 DU2091.and adjusted by the National Geodetic Survey in August 1993.
 DU2091
 DU2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2091
 DU2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2091
 DU2091.The geoid height was determined by GEOID03.
 DU2091
 DU2091;                    North         East     Units Scale Factor Converg.
 DU2091;SPC AZ C     -   258,013.119   249,531.499   MT  0.99991613   +0 12 48.5
 DU2091;SPC AZ C     -   846,499.73    818,672.90   iFT  0.99991613   +0 12 48.5
 DU2091;UTM  12      - 3,687,594.749   450,845.745   MT  0.99962979   -0 17 24.6
 DU2091
 DU2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2091!SPC AZ C     -   0.99992893  x   0.99991613  =   0.99984506
 DU2091!UTM  12      -   0.99992893  x   0.99962979  =   0.99955874
 DU2091
 DU2091:                Primary Azimuth Mark                     Grid Az
 DU2091:SPC AZ C     -  KLEINZ                                   160 22 09.4
 DU2091:UTM  12      -  KLEINZ                                   160 52 22.5
 DU2091
 DU2091|---------------------------------------------------------------------|
 DU2091| PID    Reference Object                     Distance      Geod. Az  |
 DU2091|                                                           dddmmss.s |
 DU2091| DU2084 KLEINZ                              APPROX. 8.4 KM 1603457.9 |
 DU2091| CH5698 WARNER RM 2                          13.698 METERS 16613     |
 DU2091| CH5697 WARNER RM 1                          13.657 METERS 34830     |
 DU2091|---------------------------------------------------------------------|
 DU2091
 DU2091                          SUPERSEDED SURVEY CONTROL
 DU2091
 DU2091  NAD 83(1986)-  33 19 34.95924(N)    111 31 41.29903(W) AD(       ) 2
 DU2091  NAD 27      -  33 19 34.77457(N)    111 31 38.82586(W) AD(       ) 2
 DU2091  NGVD 29 (07/19/86)  481.6    (m)         1580.     (f) VERT ANG    3  
 DU2091
 DU2091.Superseded values are not recommended for survey control.
 DU2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2091.See file dsdata.txt to determine how the superseded data were derived.
 DU2091
 DU2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5084687595(NAD 83)
 DU2091_MARKER: DD = SURVEY DISK
 DU2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2091
 DU2091  HISTORY     - Date     Condition        Report By
 DU2091  HISTORY     - 1975     MONUMENTED       AZDT
 DU2091
 DU2091                          STATION DESCRIPTION
 DU2091
 DU2091'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DU2091'THE STATION IS ABOUT 6.1 MILES EAST SOUTHEAST OF APACHE JUNCTION
 DU2091'ON A FLOOD CONTROL DAM.
 DU2091'
 DU2091'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED VINE 1975
 DU2091'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE DISK IS
 DU2091'ON THE LEFT OF A DIKE ROAD, 4.5 FEET NORTH OF A CONTROL VALVE WHEEL
 DU2091'AND IS MARKED BY A WITNESS POST AND SIGN 2.8 FEET TO THE EAST.
 DU2091'
 DU2091'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 1
 DU2091'VINE 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON
 DU2091'TOP OF DIKE.
 DU2091'
 DU2091'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2091'VINE 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON
 DU2091'TOP OF DIKE.
 DU2091'
 DU2091'TO REACH THE STATION FROM APACHE JUNCTION, GO WEST ON U.S. HIGHWAY
 DU2091'60 FOR 0.85 MILE TO IRONWOOD STREET, GO LEFT (SOUTH) FOR 1.5
 DU2091'MILES TO SOUTHERN AVENUE AND HIGH SCHOOL ON THE LEFT.  CONTINUE
 DU2091'SOUTH FOR 3.45 MILES TO A CONCRETE LINED WATERSHED DITCH, GO LEFT
 DU2091'THROUGH GATE ON THE NORTH SIDE OF DITCH AND FOLLOW DITCH NORTH
 DU2091'EASTERLY FOR 1.2 MILES TO ANOTHER GATE, PASS THROUGH GATE AND
 DU2091'GO 200 FEET THEN MAKE A SHARP RIGHT TURN ACROSS DITCH.  FOLLOW
 DU2091'TRAIL SOUTHEAST FOR 0.3 MILE TO BASE OF DIKE, GO LEFT FOR 0.4
 DU2091'MILE TO NORTHEAST END OF DIKE.  AT THIS POINT, MAKE HARD
 DU2091'RIGHT TURN AND FOLLOW ROAD ON TOP OF DIKE FOR 0.35 MILE TO
 DU2091'BEND IN DIKE TO THE SOUTHEAST, CONTINUE SOUTHEAST FOR 1.14 MILES
 DU2091'TO A GATE IN FENCELINE ACROSS THE DIKE.  GO THROUGH GATE AND
 DU2091'CONTINUE FOR 0.76 MILE TO STATION ON THE LEFT.  A CAR CAN
 DU2091'BE DRIVEN TO THE STATION IN DRY WEATHER.
 DU2091'
 DU2091'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0475 ***********************************************************************
 CY0475  DESIGNATION -  WASH
 CY0475  PID         -  CY0475
 CY0475  STATE/COUNTY-  AZ/COCHISE
 CY0475  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0475
 CY0475                         *CURRENT SURVEY CONTROL
 CY0475  ___________________________________________________________________
 CY0475* NAD 83(1992)-  32 12 01.35656(N)    109 54 32.59696(W)     ADJUSTED  
 CY0475* NAVD 88     -      1270.89   (+/-2cm)    4169.6    (feet)  VERTCON   
 CY0475  ___________________________________________________________________
 CY0475  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CY0475  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0475  HORZ ORDER  -  SECOND
 CY0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0475
 CY0475.The horizontal coordinates were established by classical geodetic methods
 CY0475.and adjusted by the National Geodetic Survey in August 1993.
 CY0475
 CY0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0475.The vertical order pertains to the NGVD 29 superseded value.
 CY0475
 CY0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0475
 CY0475.The geoid height was determined by GEOID03.
 CY0475
 CY0475;                    North         East     Units Scale Factor Converg.
 CY0475;SPC AZ E     -   133,113.394   237,647.081   MT  0.99990727   +0 08 14.2
 CY0475;SPC AZ E     -   436,723.73    779,682.02   iFT  0.99990727   +0 08 14.2
 CY0475;UTM  12      - 3,563,167.986   602,823.588   MT  0.99973038   +0 34 53.0
 CY0475
 CY0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0475!SPC AZ E     -   0.99980476  x   0.99990727  =   0.99971205
 CY0475!UTM  12      -   0.99980476  x   0.99973038  =   0.99953520
 CY0475
 CY0475:                Primary Azimuth Mark                     Grid Az
 CY0475:SPC AZ E     -  ALKALI                                   055 40 48.7
 CY0475:UTM  12      -  ALKALI                                   055 14 09.9
 CY0475
 CY0475|---------------------------------------------------------------------|
 CY0475| PID    Reference Object                     Distance      Geod. Az  |
 CY0475|                                                           dddmmss.s |
 CY0475| CY0478 ALKALI                              APPROX. 2.5 KM 0554902.9 |
 CY0475| CY0474 I10 STA 1524 4168.49                 17.602 METERS 18111     |
 CY0475| CC7626 WASH RM 1                            10.406 METERS 23139     |
 CY0475|---------------------------------------------------------------------|
 CY0475
 CY0475                          SUPERSEDED SURVEY CONTROL
 CY0475
 CY0475  NAD 83(1986)-  32 12 01.34998(N)    109 54 32.59409(W) AD(       ) 2
 CY0475  NAD 27      -  32 12 01.07640(N)    109 54 30.34820(W) AD(       ) 2
 CY0475  NGVD 29 (??/??/92) 1270.134  (m)         4167.10   (f) ADJ UNCH    2 0
 CY0475
 CY0475.Superseded values are not recommended for survey control.
 CY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0475.See file dsdata.txt to determine how the superseded data were derived.
 CY0475
 CY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0282463168(NAD 83)
 CY0475_MARKER: DS = TRIANGULATION STATION DISK
 CY0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0475_STAMPING: WASH 1960
 CY0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0475+STABILITY: SURFACE MOTION
 CY0475
 CY0475  HISTORY     - Date     Condition        Report By
 CY0475  HISTORY     - 1960     MONUMENTED       CGS
 CY0475  HISTORY     - 1960     GOOD             CGS
 CY0475
 CY0475                          STATION DESCRIPTION
 CY0475
 CY0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0475'THE STATION IS LOCATED ABOUT 5.7 MILES SOUTHWEST OF WILLCOX,
 CY0475'BETWEEN THE EAST AND WESTBOUND LANES OF INTERSTATE HIGHWAY 10.
 CY0475'
 CY0475'TO REACH THE STATION FROM THE UNDERPASS AT THE JUNCTION OF
 CY0475'INTERSTATE HIGHWAY 10 AND ARIZONA STATE HIGHWAY 666, 8.6 MILES
 CY0475'SOUTHWEST OF WILLCOX, GO NORTHEAST ON INTERSTATE HIGHWAY 10
 CY0475'FOR 2.9 MILES TO A CULVERT AND THE STATION ON THE LEFT.
 CY0475'
 CY0475'THE STATION MARK IS A STANDARD DISK STAMPED WASH 1960, SET IN
 CY0475'A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS ON A
 CY0475'SMALL EMBANKMENT ON THE NORTHEAST SIDE OF THE DITCH BETWEEN
 CY0475'THE CULVERTS OF THE EAST AND WESTBOUND TRAFFIC LANES.
 CY0475'
 CY0475'R.M. 1 IS A STANDARD DISK STAMPED WASH NO 1 1960, SET IN A
 CY0475'DRILL HOLE IN THE NORTH CURBING OF THE EASTBOUND TRAFFIC LANE
 CY0475'CULVERT BRIDGE.
 CY0475'
 CY0475'R.M. 2 IS AN ARIZONA STATE HIGHWAY DEPARTMENT DISK STAMPED 4168.49
 CY0475'1524 1958, SET IN A DRILL HOLE IN THE SOUTH CURBING OF THE
 CY0475'EASTBOUND LANE BRIDGE.
 CY0475'
 CY0475'TRIANGULATION STATION ALKALI CAN BE USED AS AN AZIMUTH MARK.  SEE
 CY0475'DESCRIPTION.
 CY0475
 CY0475                          STATION RECOVERY (1960)
 CY0475
 CY0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0475'8.6 MI SW FROM WILLCOX.
 CY0475'8.6 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 86 AND 186 AT
 CY0475'WILLCOX, ARIZONA, ON STATE HIGHWAY 86-INTERSTATE HIGHWAY 19, 2.9 MILES
 CY0475'NORTHEAST OF THE UNDERPASS THAT IS THE JUNCTION OF U.S. HIGHWAY 666
 CY0475'AND INTERSTATE HIGHWAY 19, 31 FEET NORTH OF CENTERLINE OF THE
 CY0475'EASTBOUND TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF A 12-INCH
 CY0475'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1880 ***********************************************************************
 CZ1880  DESIGNATION -  WASH
 CZ1880  PID         -  CZ1880
 CZ1880  STATE/COUNTY-  AZ/PINAL
 CZ1880  USGS QUAD   -  CLARK RANCH (1972)
 CZ1880
 CZ1880                         *CURRENT SURVEY CONTROL
 CZ1880  ___________________________________________________________________
 CZ1880* NAD 83(1992)-  32 40 29.72628(N)    110 35 31.67448(W)     ADJUSTED  
 CZ1880* NAVD 88     -       824.6    (meters)    2705.     (feet)  VERTCON   
 CZ1880  ___________________________________________________________________
 CZ1880  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CZ1880  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CZ1880  HORZ ORDER  -  SECOND
 CZ1880
 CZ1880.The horizontal coordinates were established by classical geodetic methods
 CZ1880.and adjusted by the National Geodetic Survey in August 1993.
 CZ1880
 CZ1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1880
 CZ1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1880
 CZ1880.The geoid height was determined by GEOID03.
 CZ1880
 CZ1880;                    North         East     Units Scale Factor Converg.
 CZ1880;SPC AZ C     -   186,478.991   337,586.197   MT  1.00009023   +0 42 54.6
 CZ1880;SPC AZ C     -   611,807.71  1,107,566.26   iFT  1.00009023   +0 42 54.6
 CZ1880;SPC AZ E     -   185,783.689   173,457.585   MT  0.99991963   -0 13 46.9
 CZ1880;SPC AZ E     -   609,526.54    569,086.56   iFT  0.99991963   -0 13 46.9
 CZ1880;UTM  12      - 3,615,323.405   538,240.591   MT  0.99961803   +0 13 12.7
 CZ1880
 CZ1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1880!SPC AZ C     -   0.99987498  x   1.00009023  =   0.99996519
 CZ1880!SPC AZ E     -   0.99987498  x   0.99991963  =   0.99979462
 CZ1880!UTM  12      -   0.99987498  x   0.99961803  =   0.99949305
 CZ1880
 CZ1880|---------------------------------------------------------------------|
 CZ1880| PID    Reference Object                     Distance      Geod. Az  |
 CZ1880|                                                           dddmmss.s |
 CZ1880| CC7624 WASH RM 1                             6.864 METERS 08755     |
 CZ1880| CZ1879 CLARK                               APPROX. 1.6 KM 1780620.7 |
 CZ1880| CC7625 WASH RM 2                             5.157 METERS 27953     |
 CZ1880|---------------------------------------------------------------------|
 CZ1880
 CZ1880                          SUPERSEDED SURVEY CONTROL
 CZ1880
 CZ1880  NAD 83(1986)-  32 40 29.72437(N)    110 35 31.67026(W) AD(       ) 2
 CZ1880  NAD 27      -  32 40 29.47700(N)    110 35 29.32200(W) AD(       ) 2
 CZ1880  NGVD 29 (07/19/86)  823.9    (m)         2703.     (f) VERT ANG    3  
 CZ1880
 CZ1880.Superseded values are not recommended for survey control.
 CZ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1880.See file dsdata.txt to determine how the superseded data were derived.
 CZ1880
 CZ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB3824115323(NAD 83)
 CZ1880_MARKER: DS = TRIANGULATION STATION DISK
 CZ1880_SETTING: 80 = SET IN A BOULDER
 CZ1880_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CZ1880
 CZ1880  HISTORY     - Date     Condition        Report By
 CZ1880  HISTORY     - 1947     MONUMENTED       CGS
 CZ1880  HISTORY     - 1977     GOOD             NGS
 CZ1880
 CZ1880                          STATION DESCRIPTION
 CZ1880
 CZ1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1880'STATION IS LOCATED ABOUT 4-1/2 MILES AIR LINE SOUTH-SOUTHEAST
 CZ1880'OF MAMMOTH, AND ABOUT 12 MILES AIR LINE EAST-NORTHEAST OF
 CZ1880'ORACLE, ON THE WEST OR LOWER END OF A LOW RIDGE THAT RUNS
 CZ1880'EAST AND WEST ON THE EAST SIDE OF THE MAMMOTH-REDINGTON ROAD.
 CZ1880'THE STATION MARK IS A BRONZE DISK, 4 INCHES BELOW THE GROUND
 CZ1880'SURFACE AND IS STAMPED WASH 1947.
 CZ1880'
 CZ1880'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 4 INCHES,
 CZ1880'IS SAME ELEVATION AS STATION MARK, AND IS STAMPED WASH NO
 CZ1880'1 1947.
 CZ1880'
 CZ1880'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 6 INCHES,
 CZ1880'IS 6 INCHES LOWER THAN STATION MARK, AND IS STAMPED WASH NO
 CZ1880'2 1947.
 CZ1880'
 CZ1880'TRIANGULATION STATION CLARK 1947 USED AS AZIMUTH.
 CZ1880'
 CZ1880'TO REACH FROM THE POST OFFICE IN MAMMOTH, GO SOUTH 0.1 MILE
 CZ1880'TO SIDE ROAD LEFT IN FRONT OF THE BLUE FRONT TAVERN.  HERE
 CZ1880'TURN LEFT AND GO 0.75 MILE CROSSING THE SAN PEDRO RIVER
 CZ1880'TO A CROSS ROAD AT HOUSE ON THE RIGHT.  HERE TURN RIGHT AND
 CZ1880'FOLLOW THE MAIN ROAD FOR 3.4 MILES TO A SIDE ROAD LEFT AT
 CZ1880'CATTLE GUARD AND SIGN SOMBRERO BUTTE 11 MILES.  HERE KEEP
 CZ1880'STRAIGHT AHEAD AND GO 0.9 MILE TO A LARGE WASH ON THE LEFT.
 CZ1880'HERE TURN LEFT AND GO EAST UP WASH 0.8 MILE TO PROMINENT
 CZ1880'FORKS IN WASH.  TAKE LEFT FORK AND GO NORTHEASTERLY FOR 0.1
 CZ1880'MILE TO WHERE SMALL WASH COMES IN ON LEFT.  GO UP SMALL WASH
 CZ1880'A FEW HUNDRED YARDS THENCE NORTHERLY TO TOP OF RIDGE, A
 CZ1880'TOTAL DISTANCE OF 0.2 MILE.  HERE GO WESTERLY ALONG RIDGE
 CZ1880'FOR 0.3 MILE TO END OF RIDGE AND STATION.  A FOUR WHEEL
 CZ1880'DRIVE VEHICLE REQUIRED.
 CZ1880
 CZ1880                          STATION RECOVERY (1977)
 CZ1880
 CZ1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TT)
 CZ1880'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CZ1880'FOUND IN GOOD CONDITION.
 CZ1880'
 CZ1880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SSE OF
 CZ1880'MAMMOTH.
 CZ1880'
 CZ1880'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2204 ***********************************************************************
 DV2204  DESIGNATION -  WASH
 DV2204  PID         -  DV2204
 DV2204  STATE/COUNTY-  AZ/MARICOPA
 DV2204  USGS QUAD   -  HOT ROCK MOUNTAIN (1990)
 DV2204
 DV2204                         *CURRENT SURVEY CONTROL
 DV2204  ___________________________________________________________________
 DV2204* NAD 83(1992)-  33 34 50.38553(N)    112 54 08.20562(W)     ADJUSTED  
 DV2204* NAVD 88     -       404.0    (meters)    1325.     (feet)  VERTCON   
 DV2204  ___________________________________________________________________
 DV2204  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DV2204  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DV2204  HORZ ORDER  -  SECOND
 DV2204
 DV2204.The horizontal coordinates were established by classical geodetic methods
 DV2204.and adjusted by the National Geodetic Survey in August 1993.
 DV2204
 DV2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2204
 DV2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2204
 DV2204.The geoid height was determined by GEOID03.
 DV2204
 DV2204;                    North         East     Units Scale Factor Converg.
 DV2204;SPC AZ C     -   286,581.478   121,866.782   MT  1.00000317   -0 32 42.7
 DV2204;SPC AZ C     -   940,227.95    399,825.40   iFT  1.00000317   -0 32 42.7
 DV2204;UTM  12      - 3,717,283.626   323,457.434   MT  0.99998425   -1 03 08.8
 DV2204
 DV2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2204!SPC AZ C     -   0.99994139  x   1.00000317  =   0.99994456
 DV2204!UTM  12      -   0.99994139  x   0.99998425  =   0.99992564
 DV2204
 DV2204|---------------------------------------------------------------------|
 DV2204| PID    Reference Object                     Distance      Geod. Az  |
 DV2204|                                                           dddmmss.s |
 DV2204| CH5700 WASH RM 1                            16.121 METERS 07751     |
 DV2204| CH5699 WASH AZ MK                                         1793738.2 |
 DV2204| DV2203 T3N R6W SECS 19 20 29 30             22.283 METERS 32643     |
 DV2204|---------------------------------------------------------------------|
 DV2204
 DV2204                          SUPERSEDED SURVEY CONTROL
 DV2204
 DV2204  NAD 83(1986)-  33 34 50.37904(N)    112 54 08.20941(W) AD(       ) 2
 DV2204  NAD 27      -  33 34 50.23600(N)    112 54 05.56500(W) AD(       ) 2
 DV2204  NGVD 29 (07/19/86)  403.4    (m)         1323.     (f) VERT ANG    3  
 DV2204
 DV2204.Superseded values are not recommended for survey control.
 DV2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2204.See file dsdata.txt to determine how the superseded data were derived.
 DV2204
 DV2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC2345717284(NAD 83)
 DV2204_MARKER: DS = TRIANGULATION STATION DISK
 DV2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2204
 DV2204  HISTORY     - Date     Condition        Report By
 DV2204  HISTORY     - 1948     MONUMENTED       CGS
 DV2204
 DV2204                          STATION DESCRIPTION
 DV2204
 DV2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2204'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE NORTH-NORTHEAST
 DV2204'OF TONOPAH IN A FLAT SANDY AREA.  THE STATION MARK IS A BRONZE
 DV2204'DISK, PROJECTS 6 INCHES, SET 100 FEET NORTH OF A WASH, 27 FEET
 DV2204'EAST OF A SECTION LINE ROAD, AND 4 FEET EAST OF A WHITE WITNESS
 DV2204'POST.  IT IS STAMPED, WASH 1947.
 DV2204'
 DV2204'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 DV2204'AS THE STATION MARK AND IS STAMPED, WASH NO 1 1947.
 DV2204'
 DV2204'REFERENCE MARK NO. 2 IS A U.S. GENERAL LAND OFFICE MARK
 DV2204'RIVETED TO THE TOP OF AN IRON PIPE SET IN CONCRETE.  IT PROJECTS
 DV2204'12 INCHES, IS THE SAME ELEVATION AS THE STATION MARK AND IS
 DV2204'STAMPED, S19 S20 S293 1916.
 DV2204'
 DV2204'THE AZIMUTH MARK PROJECTS 4 INCHES, SET 40 FEET EAST OF A
 DV2204'SECTION LINE ROAD AND IS STAMPED, WASH 1947.
 DV2204'
 DV2204'TO REACH THE STATION FROM TONOPAH.  GO EAST ON THE MAIN ROAD 2.2
 DV2204'MILES TO ROAD LEFT.  TURN LEFT, GO NORTH 5.65 MILES TO THE AZIMUTH
 DV2204'MARK ON RIGHT.  CONTINUE NORTH 0.35 MILE TO THE STATION RIGHT.
 DV2204'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1368 ***********************************************************************
 FS1368  DESIGNATION -  WASH
 FS1368  PID         -  FS1368
 FS1368  STATE/COUNTY-  AZ/MOHAVE
 FS1368  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1368
 FS1368                         *CURRENT SURVEY CONTROL
 FS1368  ___________________________________________________________________
 FS1368* NAD 83(1992)-  35 51 31.93630(N)    114 32 01.58215(W)     ADJUSTED  
 FS1368* NAVD 88     -       621.1    (meters)    2038.     (feet)  VERTCON   
 FS1368  ___________________________________________________________________
 FS1368  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FS1368  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FS1368  HORZ ORDER  -  SECOND
 FS1368
 FS1368.The horizontal coordinates were established by classical geodetic methods
 FS1368.and adjusted by the National Geodetic Survey in August 1993.
 FS1368
 FS1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1368
 FS1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1368
 FS1368.The geoid height was determined by GEOID03.
 FS1368
 FS1368;                    North         East     Units Scale Factor Converg.
 FS1368;SPC AZ W     -   539,156.731   142,570.477   MT  0.99999506   -0 27 32.9
 FS1368;SPC AZ W     - 1,768,886.91    467,750.91   iFT  0.99999506   -0 27 32.9
 FS1368;UTM  11      - 3,971,103.957   722,692.309   MT  1.00021112   +1 26 43.0
 FS1368
 FS1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1368!SPC AZ W     -   0.99990696  x   0.99999506  =   0.99990202
 FS1368!UTM  11      -   0.99990696  x   1.00021112  =   1.00011806
 FS1368
 FS1368|---------------------------------------------------------------------|
 FS1368| PID    Reference Object                     Distance      Geod. Az  |
 FS1368|                                                           dddmmss.s |
 FS1368| CS4839 WASH RM 3                            11.125 METERS 06418     |
 FS1368| CS4840 WASH RM 4                            11.228 METERS 15239     |
 FS1368| CS4838 WASH RM 1                             9.468 METERS 24243     |
 FS1368| FS1357 HOUSE                               APPROX. 5.0 KM 2532131.3 |
 FS1368|---------------------------------------------------------------------|
 FS1368
 FS1368                          SUPERSEDED SURVEY CONTROL
 FS1368
 FS1368  NAD 83(1986)-  35 51 31.92545(N)    114 32 01.57311(W) AD(       ) 2
 FS1368  NGVD 29 (11/23/90)  620.4    (m)         2035.     (f) VERT ANG    3  
 FS1368
 FS1368.Superseded values are not recommended for survey control.
 FS1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1368.See file dsdata.txt to determine how the superseded data were derived.
 FS1368
 FS1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV2269271104(NAD 83)
 FS1368_MARKER: DS = TRIANGULATION STATION DISK
 FS1368_SETTING: 66 = SET IN ROCK OUTCROP
 FS1368_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1368+STABILITY: POSITION/ELEVATION WELL
 FS1368
 FS1368  HISTORY     - Date     Condition        Report By
 FS1368  HISTORY     - 1958     MONUMENTED       USGS
 FS1368  HISTORY     - 1981     GOOD             AZDT
 FS1368
 FS1368                          STATION DESCRIPTION
 FS1368
 FS1368'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1368'THE STATION IS LOCATED 20 MILES SOUTHEAST OF BOULDER CITY, 15 MILES
 FS1368'SOUTHWEST OF TEMPLE BAR AND 2.5 MILES NORTHEAST OF JUNCTION OF US 93
 FS1368'AND TEMPLE BAR ROAD.  IT IS ON TOP OF A SANDY RIDGE 300 FEET SOUTH OF
 FS1368'A PROMINENT WASH.
 FS1368'
 FS1368'THE STATION MARK IS A USGS DISK STAMPED---WASH 1958.  IT IS SET IN A
 FS1368'DRILL HOLE IN A BURIED BOULDER.
 FS1368'
 FS1368'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER CEMENTED IN A ROCK.
 FS1368'
 FS1368'REFERENCE MARK 3 IS AN ADOT DISK STAMPED---WASH RM 3 1981.  IT IS SET
 FS1368'TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1368'
 FS1368'REFERENCE MARK 4 IS AN ADOT DISK STAMPED---WASH RM 4 1981.  IT IS SET
 FS1368'TOP OF A 10 INCH CONCRETE MONUMENT.
 FS1368'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, TRAVEL SOUTH ON
 FS1368'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ON US 66
 FS1368'FOR 2.3 MILES TO THE US HIGHWAY 93 AND I 40 TRAFFIC INTERCHANGE.
 FS1368'TRAVEL NORTH ALONG US 93 FOR 52 MILES TO THE TEMPLE BAR ROAD ON THE
 FS1368'RIGHT.  TURN RIGHT ON TEMPLE BAR ROAD FOR 3.25 MILES TO WASH RUNNING
 FS1368'NORTHEAST AND SOUTHWEST.  TURN LEFT AND TRAVEL UP WASH FOR 0.25 MILE
 FS1368'TO THE SOUTH SIDE OF WASH, LEAVE WASH ON LEFT SIDE AND FOLLOW UP RIDGE
 FS1368'FOR 0.2 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0380 ***********************************************************************
 GQ0380  DESIGNATION -  WASP
 GQ0380  PID         -  GQ0380
 GQ0380  STATE/COUNTY-  AZ/MOHAVE
 GQ0380  USGS QUAD   -  POVERTY KNOLL (1971)
 GQ0380
 GQ0380                         *CURRENT SURVEY CONTROL
 GQ0380  ___________________________________________________________________
 GQ0380* NAD 83(1992)-  36 29 57.99215(N)    113 26 35.70848(W)     ADJUSTED  
 GQ0380* NAVD 88     -      1655.546  (meters)    5431.57   (feet)  POSTED    
 GQ0380  ___________________________________________________________________
 GQ0380  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 GQ0380  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 GQ0380  DYNAMIC HT  -        1653.580 (meters)    5425.12  (feet)  COMP
 GQ0380  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 GQ0380
 GQ0380  HORZ ORDER  -  THIRD
 GQ0380  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0380
 GQ0380.The horizontal coordinates were established by classical geodetic methods
 GQ0380.and adjusted by the National Geodetic Survey in August 1993.
 GQ0380
 GQ0380.The orthometric height was determined by differential leveling
 GQ0380.and adjusted by the  in 1992.
 GQ0380.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0380.rate of 0.0 thru 1.0 mm/km.
 GQ0380
 GQ0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0380
 GQ0380.The geoid height was determined by GEOID03.
 GQ0380
 GQ0380.The dynamic height is computed by dividing the NAVD 88
 GQ0380.geopotential number by the normal gravity value computed on the
 GQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0380.degrees latitude (g = 980.6199 gals.).
 GQ0380
 GQ0380.The modeled gravity was interpolated from observed gravity values.
 GQ0380
 GQ0380;                    North         East     Units Scale Factor Converg.
 GQ0380;SPC AZ W     -   609,991.368   240,840.263   MT  0.99994263   +0 10 56.9
 GQ0380;SPC AZ W     - 2,001,284.02    790,158.34   iFT  0.99994263   +0 10 56.9
 GQ0380;UTM  12      - 4,042,122.419   281,172.756   MT  1.00019001   -1 27 13.9
 GQ0380
 GQ0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0380!SPC AZ W     -   0.99974396  x   0.99994263  =   0.99968661
 GQ0380!UTM  12      -   0.99974396  x   1.00019001  =   0.99993392
 GQ0380
 GQ0380:                Primary Azimuth Mark                     Grid Az
 GQ0380:SPC AZ W     -  WASP AZ MK                               073 09 39.5
 GQ0380:UTM  12      -  WASP AZ MK                               074 47 50.3
 GQ0380
 GQ0380|---------------------------------------------------------------------|
 GQ0380| PID    Reference Object                     Distance      Geod. Az  |
 GQ0380|                                                           dddmmss.s |
 GQ0380| GQ0476 WASP AZ MK                          APPROX. 1.1 KM 0732036.4 |
 GQ0380| CH4523 WASP RM 1                            28.843 METERS 07829     |
 GQ0380| CH4524 WASP RM 2                            20.110 METERS 17848     |
 GQ0380|---------------------------------------------------------------------|
 GQ0380
 GQ0380                          SUPERSEDED SURVEY CONTROL
 GQ0380
 GQ0380  NAD 83(1986)-  36 29 57.98747(N)    113 26 35.70703(W) AD(       ) 3
 GQ0380  NAD 27      -  36 29 58.07500(N)    113 26 32.87500(W) AD(       ) 3
 GQ0380  NGVD 29 (07/19/86) 1654.58   (m)         5428.4    (f) LEVELING    3  
 GQ0380
 GQ0380.Superseded values are not recommended for survey control.
 GQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0380.See file dsdata.txt to determine how the superseded data were derived.
 GQ0380
 GQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8117342122(NAD 83)
 GQ0380_MARKER: DS = TRIANGULATION STATION DISK
 GQ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0380_SP_SET: CONCRETE POST
 GQ0380_STAMPING: WASP 1953
 GQ0380_MARK LOGO: CGS   
 GQ0380_PROJECTION: PROJECTING 5 CENTIMETERS
 GQ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0380+STABILITY: SURFACE MOTION
 GQ0380
 GQ0380  HISTORY     - Date     Condition        Report By
 GQ0380  HISTORY     - 1953     MONUMENTED       CGS
 GQ0380  HISTORY     - 1965     GOOD             CGS
 GQ0380  HISTORY     - 1970     GOOD             USGS
 GQ0380
 GQ0380                          STATION DESCRIPTION
 GQ0380
 GQ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0380'THE STATION IS LOCATED ON THE CREST OF A GRASSY BRUSH COVERED
 GQ0380'RIDGE.  THERE ARE HIGHER POINTS TO THE NORTH AND SOUTH.  IT IS
 GQ0380'ABOUT 43 MILES SOUTH-SOUTHEAST OF ST. GEORGE, UTAH, ABOUT 10
 GQ0380'MILES NORTHWEST OF THE MT. TRUMBULL SCHOOL AND ABOUT 5 MILES
 GQ0380'SOUTHWEST OF AN OLD STONE CHIMNEY, CORRALS AND A LARGE
 GQ0380'RESERVOIR.  THE STATION IS NEAR THE WEST-NORTHWEST EDGE OF THE
 GQ0380'RIM, WHERE IT LOOKS DOWN IN A DEEP WASH.  IT IS 0.1 MILE
 GQ0380'SOUTHWEST OF WHERE THE ROAD GOES OVER THE RIDGE AND DOWN IN
 GQ0380'THE WASH AND IS 9 FEET SOUTH OF A WHITE WITNESS POST.
 GQ0380'
 GQ0380'TO REACH FROM THE POST OFFICE OF ST. GEORGE GO EAST FOR 0.7
 GQ0380'MILE TO THE NORTHEAST CORNER OF THE CEMETERY.  TURN RIGHT
 GQ0380'ON A PAVED ROAD AND GO SOUTH AND EAST FOR 2.1 MILES TO A FORK
 GQ0380'AT THE SOUTH END OF THE BRIDGE ACROSS THE VIRGIN RIVER.  KEEP
 GQ0380'RIGHT AND GO 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK, THE
 GQ0380'MAIN ROAD, FOR 1.4 MILES TO A FORK.  KEEP LEFT ON THE MAIN
 GQ0380'TRAVELED ROAD AND GO FOR 23.5 MILES TO A CATTLE GUARD AT WOLF
 GQ0380'HOLE, A CABIN AND CORRALS ON THE RIGHT.  CONTINUE STRAIGHT
 GQ0380'AHEAD FOR 0.5 MILE TO A FORK.  TAKE LEFT FORK FOR 2.6 MILES
 GQ0380'TO A FORK.  KEEP LEFT ON THE MAIN ROAD AND GO FOR 15.5 MILES
 GQ0380'TO AN OLD STONE CHIMNEY AND CORRALS ON THE RIGHT.  CONTINUE
 GQ0380'STRAIGHT AHEAD FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK
 GQ0380'FOR 2.3 MILES TO A FORK.  KEEP RIGHT ON THE MAIN ROAD FOR
 GQ0380'2.3 MILES TO THE CREST OF A RIDGE.  HERE TURN LEFT FOR
 GQ0380'0.1 MILE TO THE STATION AS DESCRIBED.
 GQ0380'
 GQ0380'THE STATION IS A STANDARD DISK STAMPED WASP 1953.  IT IS SET
 GQ0380'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GQ0380'
 GQ0380'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WASP NO 1 1953.
 GQ0380'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.
 GQ0380'
 GQ0380'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WASP NO 2 1953.
 GQ0380'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.
 GQ0380'
 GQ0380'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WASP 1953.  IT IS
 GQ0380'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  IT IS 35
 GQ0380'FEET SOUTHEAST OF THE MAIN TRAVELED ROAD, 8 FEET EAST OF A
 GQ0380'WHITE WITNESS POST AND IS ON THE ROAD TO THE STATION.  TO REACH
 GQ0380'FROM THE STATION GO NORTHEAST 0.1 MILE TO THE ROAD.  TURN RIGHT
 GQ0380'AND GO NORTH AND EAST FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 GQ0380'RIGHT AS DESCRIBED.
 GQ0380
 GQ0380                          STATION RECOVERY (1965)
 GQ0380
 GQ0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0380'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GQ0380'FOUND IN GOOD CONDITION.  THE DESCRIPTION ON HOW TO REACH THE
 GQ0380'STATION IS COMPLETELY ADEQUATE EXCEPT FOR ONE DESCREPANCY.
 GQ0380'FROM THE OLD STONE CHIMNEY, CONTINUE SOUTH ON THE MAIN TRAVELED
 GQ0380'ROAD FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK, NOT THE
 GQ0380'LEFT FORK AND CONTINUE WITH THE DESCRIPTION.
 GQ0380
 GQ0380                          STATION RECOVERY (1970)
 GQ0380
 GQ0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GQ0380'81.8 KM (50.80 MI) SSE FROM ST GEORGE UT.
 GQ0380'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0380'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0380'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0380'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 4.9 MILES SOUTHWEST, 34 FEET
 GQ0380'SOUTHEAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0476 ***********************************************************************
 GQ0476  DESIGNATION -  WASP AZ MK
 GQ0476  PID         -  GQ0476
 GQ0476  STATE/COUNTY-  AZ/MOHAVE
 GQ0476  USGS QUAD   -  LITTLE TANKS (1979)
 GQ0476
 GQ0476                         *CURRENT SURVEY CONTROL
 GQ0476  ___________________________________________________________________
 GQ0476* NAD 83(2007)-  36 30 08.21026(N)    113 25 53.37581(W)     ADJUSTED  
 GQ0476* NAVD 88     -      1641.575  (meters)    5385.73   (feet)  POSTED    
 GQ0476  ___________________________________________________________________
 GQ0476  EPOCH DATE  -        2007.00
 GQ0476  X           -  -2,041,682.808 (meters)                     COMP
 GQ0476  Y           -  -4,710,944.551 (meters)                     COMP
 GQ0476  Z           -   3,774,100.417 (meters)                     COMP
 GQ0476  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 GQ0476  ELLIP HEIGHT-        1617.931 (meters)          (02/10/07) ADJUSTED
 GQ0476  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 GQ0476  DYNAMIC HT  -        1639.630 (meters)    5379.35  (feet)  COMP
 GQ0476
 GQ0476  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GQ0476  Type    PID    Designation                      North   East  Ellip
 GQ0476  -------------------------------------------------------------------
 GQ0476  NETWORK GQ0476 WASP AZ MK                        0.37   0.29   0.71
 GQ0476  -------------------------------------------------------------------
 GQ0476  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 GQ0476
 GQ0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0476
 GQ0476.The horizontal coordinates were established by GPS observations
 GQ0476.and adjusted by the National Geodetic Survey in February 2007.
 GQ0476
 GQ0476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GQ0476.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GQ0476.The horizontal coordinates are valid at the epoch date displayed above.
 GQ0476.The epoch date for horizontal control is a decimal equivalence
 GQ0476.of Year/Month/Day.
 GQ0476
 GQ0476.The orthometric height was determined by differential leveling
 GQ0476.and adjusted by the  in 1992.
 GQ0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0476.rate of 0.0 thru 1.0 mm/km.
 GQ0476
 GQ0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GQ0476
 GQ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0476
 GQ0476.The ellipsoidal height was determined by GPS observations
 GQ0476.and is referenced to NAD 83.
 GQ0476
 GQ0476.The geoid height was determined by GEOID03.
 GQ0476
 GQ0476.The dynamic height is computed by dividing the NAVD 88
 GQ0476.geopotential number by the normal gravity value computed on the
 GQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0476.degrees latitude (g = 980.6199 gals.).
 GQ0476
 GQ0476.The modeled gravity was interpolated from observed gravity values.
 GQ0476
 GQ0476;                    North         East     Units Scale Factor Converg.
 GQ0476;SPC AZ W     -   610,309.735   241,892.672   MT  0.99994336   +0 11 22.1
 GQ0476;SPC AZ W     - 2,002,328.53    793,611.13   iFT  0.99994336   +0 11 22.1
 GQ0476;UTM  12      - 4,042,410.675   282,234.087   MT  1.00018430   -1 26 49.0
 GQ0476
 GQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0476!SPC AZ W     -   0.99974615  x   0.99994336  =   0.99968952
 GQ0476!UTM  12      -   0.99974615  x   1.00018430  =   0.99993040
 GQ0476
 GQ0476                          SUPERSEDED SURVEY CONTROL
 GQ0476
 GQ0476  ELLIP H (11/14/01) 1617.933  (m)                       GP(       ) 4 2
 GQ0476  NAD 83(1992)-  36 30 08.20947(N)    113 25 53.37365(W) AD(       ) B
 GQ0476  ELLIP H (04/21/95) 1618.026  (m)                       GP(       ) 4 1
 GQ0476  NAVD 88 (04/21/95) 1641.58   (m)         5385.8    (f) LEVELING    3  
 GQ0476
 GQ0476.Superseded values are not recommended for survey control.
 GQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0476.See file dsdata.txt to determine how the superseded data were derived.
 GQ0476
 GQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF8223442411(NAD 83)
 GQ0476_MARKER: DZ = AZIMUTH MARK DISK
 GQ0476_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0476_SP_SET: ROCK OUTCROP
 GQ0476_STAMPING: WASP 1953
 GQ0476_MARK LOGO: CGS   
 GQ0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 GQ0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0476+STABILITY: POSITION/ELEVATION WELL
 GQ0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GQ0476+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 GQ0476
 GQ0476  HISTORY     - Date     Condition        Report By
 GQ0476  HISTORY     - 1953     MONUMENTED       CGS
 GQ0476  HISTORY     - 1970     GOOD             USGS
 GQ0476  HISTORY     - 19931119 GOOD             NGS
 GQ0476  HISTORY     - 20050401 GOOD             NGS
 GQ0476
 GQ0476                          STATION DESCRIPTION
 GQ0476
 GQ0476'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GQ0476'80.6 KM (50.10 MI) SSE FROM ST GEORGE UT.
 GQ0476'AT ST GEORGE, UTAH, FROM THE VIRGIN RIVER BRIDGE ON A COUNTY ROAD
 GQ0476'(FORMERLY UTAH HIGHWAY 64), PROCEED 6.7 MILES SOUTH ALONG THE COUNTY
 GQ0476'ROAD TO THE ARIZONA STATE LINE, CONTINUE 39.2 MILES SOUTH ALONG MT.
 GQ0476'TRUMBULL ROAD TO PARASHANT ROAD, THENCE 4.2 MILES SOUTHWEST, 36 FEET
 GQ0476'SOUTHEAST OF THE ROAD, A STANDARD USCGS AZIMUTH MARK.
 GQ0476'THE MARK IS 9 FT  ESE FROM  A WITNESS POST
 GQ0476'THE MARK IS ABOVE LEVEL WITH GROUND.
 GQ0476
 GQ0476                          STATION RECOVERY (1993)
 GQ0476
 GQ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 GQ0476'NOTE--LAST 70 KM (43.50 MI) TO STATION IS ROUGH ROAD AND VERY POOR
 GQ0476'WHEN WET.  ALLOW A MINIMUM OF 1 1/2 HOURS TO REACH MARK FROM END OF
 GQ0476'PAVEMENT. MARK IS LOCATED ABOUT 65 KM (40.40 MI) SOUTH-SOUTHEAST OF ST
 GQ0476'GEORGE, UTAH, 29 KM (18.00 MI) WEST-NORTHWEST OF MOUNT TRUMBULL, 10 KM
 GQ0476'(6.20 MI) SOUTHWEST OF DIAMOND BUTTE, ALONG A DIRT ROAD, ON A LOW RISE
 GQ0476'JUST SOUTHWEST OF A HIGHER RISE.  OWNERSHIP--US BUREAU OF LAND
 GQ0476'MANAGEMENT. TO REACH FROM THE UNDERPASS AT THE BLOOMINGTON EXIT (EXIT
 GQ0476'4) OF INTERSTATE HIGHWAY 15, JUST SOUTHWEST OF ST GEORGE, UTAH, GO
 GQ0476'EAST ON A PAVED ROAD FOR 2.83 KM (1.75 MI) TO A T-ROAD.  TURN RIGHT,
 GQ0476'SOUTH, ON PAVED ROAD FOR 6.11 KM (3.80 MI) TO END OF PAVEMENT AT THE
 GQ0476'ARIZONA-UTAH STATE LINE.  CONTINUE AHEAD ON COUNTY ROAD 5 (BLM ROAD
 GQ0476'1069) FOR 21.62 KM (13.45 MI) TO A CATTLE GUARD AT TOP OF LONG GRADE.
 GQ0476'CONTINUE AHEAD FOR 14.43 KM (8.95 MI) TO A FORK.  KEEP LEFT,
 GQ0476'SOUTHEAST, ON ROADS 5 AND 1069 FOR 7.77 KM (4.80 MI) TO A ROAD LEFT
 GQ0476'LEADING TO COLORADO CITY.  CONTINUE SOUTHERLY ON ROADS 5 AND 1069 FOR
 GQ0476'17.80 KM (11.05 MI) TO A FORK.  BEAR RIGHT, SOUTHWEST, ON PARASHANT
 GQ0476'ROAD (BLM ROAD 103) FOR 3.69 KM (2.30 MI) A GRADED ROAD LEFT.  KEEP
 GQ0476'RIGHT, SOUTHWEST, ON ROAD 103 FOR 2.95 KM (1.85 MI) TO THE MARK ON THE
 GQ0476'LEFT. MARK IS A DISK SET IN A DRILL HOLE IN A FLAT 0.5 M (1.6 FT) X
 GQ0476'0.8 M (2.6 FT) OUTCROP THAT PROJECTS 1 CM ABOVE GROUND.
 GQ0476
 GQ0476                          STATION RECOVERY (2005)
 GQ0476
 GQ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 GQ0476'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1961 ***********************************************************************
 CZ1961  DESIGNATION -  WASSON
 CZ1961  PID         -  CZ1961
 CZ1961  STATE/COUNTY-  AZ/PIMA
 CZ1961  USGS QUAD   -  AVRA (1992)
 CZ1961
 CZ1961                         *CURRENT SURVEY CONTROL
 CZ1961  ___________________________________________________________________
 CZ1961* NAD 83(1992)-  32 16 23.70481(N)    111 08 49.55087(W)     ADJUSTED  
 CZ1961* NAVD 88     -      1428.2    (meters)    4686.     (feet)  VERTCON   
 CZ1961  ___________________________________________________________________
 CZ1961  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 CZ1961  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ1961  HORZ ORDER  -  FIRST
 CZ1961
 CZ1961.The horizontal coordinates were established by classical geodetic methods
 CZ1961.and adjusted by the National Geodetic Survey in August 1993.
 CZ1961
 CZ1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1961
 CZ1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1961
 CZ1961.The geoid height was determined by GEOID03.
 CZ1961
 CZ1961;                    North         East     Units Scale Factor Converg.
 CZ1961;SPC AZ C     -   141,424.592   285,856.215   MT  0.99996479   +0 24 39.4
 CZ1961;SPC AZ C     -   463,991.44    937,848.47   iFT  0.99996479   +0 24 39.4
 CZ1961;UTM  12      - 3,570,733.691   486,147.216   MT  0.99960237   -0 04 42.8
 CZ1961
 CZ1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1961!SPC AZ C     -   0.99978043  x   0.99996479  =   0.99974523
 CZ1961!UTM  12      -   0.99978043  x   0.99960237  =   0.99938288
 CZ1961
 CZ1961:                Primary Azimuth Mark                     Grid Az
 CZ1961:SPC AZ C     -  AIRWAY BEACON 8                          000 08 17.6
 CZ1961:UTM  12      -  AIRWAY BEACON 8                          000 37 39.8
 CZ1961
 CZ1961|---------------------------------------------------------------------|
 CZ1961| PID    Reference Object                     Distance      Geod. Az  |
 CZ1961|                                                           dddmmss.s |
 CZ1961| CZ1965 AIRWAY BEACON 8                     APPROX.12.9 KM 0003257.0 |
 CZ1961| CH5702 WASSON RM 1                           7.195 METERS 02109     |
 CZ1961| CZ1958 TUCSON POL TRAINING CENTER TK       APPROX.12.4 KM 0935719.0 |
 CZ1961| CZ1844 SANTA CRUZ CATHOLIC CH N SPIRE      APPROX.17.6 KM 1094323.9 |
 CZ1961| CZ1845 SANTA CRUZ CATHOLIC CH S SPIRE      APPROX.17.6 KM 1094621.3 |
 CZ1961| CZ1976 SAN XAVIER MISSION                  APPROX.22.6 KM 1443153.8 |
 CZ1961| CZ1968 GOLDEN GATE MOUNTAIN                APPROX. 8.1 KM 1512751.0 |
 CZ1961| CZ1967 HIGHEST PEAK SOUTH OF WASSON        APPROX. 8.1 KM 1512909.8 |
 CZ1961| CZ1972 BLACK HILLS                         APPROX.22.3 KM 1580755.3 |
 CZ1961| CZ1973 BLACK HILLS 2                       APPROX.22.3 KM 1580745.7 |
 CZ1961| CG1075 HELMET PEAK MINERAL HILL            APPROX.34.5 KM 1693528.2 |
 CZ1961| CZ1979 RNG TUCSON RADIO TU                 APPROX.15.0 KM 1852559.3 |
 CZ1961| CZ1980 AIRWAY BCN RYAN FIELD TUCSON        APPROX.15.4 KM 1880019.3 |
 CZ1961| CZ1985 LONE CONE                           APPROX.40.0 KM 2334149.8 |
 CZ1961| CH5701 WASSON RM 3 AZIMUTH                                2374952.4 |
 CZ1961| CZ1994 WATERMAN PEAK                       APPROX.31.9 KM 2852704.8 |
 CZ1961| CH5703 WASSON RM 2                          10.150 METERS 28717     |
 CZ1961| CZ1995 GRANITE PEAK                        APPROX.37.7 KM 3011940.4 |
 CZ1961| CZ1943 PICACHO PEAK                        APPROX.46.7 KM 3292158.2 |
 CZ1961| CZ1941 PICACHO MOUNTAIN                    APPROX.54.8 KM 3341942.7 |
 CZ1961| CZ1960 WASSON                                1.040 METERS 35644     |
 CZ1961|---------------------------------------------------------------------|
 CZ1961
 CZ1961                          SUPERSEDED SURVEY CONTROL
 CZ1961
 CZ1961  NAD 83(1986)-  32 16 23.70057(N)    111 08 49.54872(W) AD(       ) 1
 CZ1961  NAD 27      -  32 16 23.43100(N)    111 08 47.19300(W) AD(       ) 1
 CZ1961  NGVD 29 (07/19/86) 1427.5    (m)         4683.     (f) VERT ANG    3  
 CZ1961
 CZ1961.Superseded values are not recommended for survey control.
 CZ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1961.See file dsdata.txt to determine how the superseded data were derived.
 CZ1961
 CZ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA8614770734(NAD 83)
 CZ1961_MARKER: DS = TRIANGULATION STATION DISK
 CZ1961_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1961
 CZ1961  HISTORY     - Date     Condition        Report By
 CZ1961  HISTORY     - 1920     MONUMENTED       CGS
 CZ1961  HISTORY     - 1935     GOOD             CGS
 CZ1961  HISTORY     - 1960     GOOD             CGS
 CZ1961  HISTORY     - 1962     GOOD             CGS
 CZ1961  HISTORY     - 1975     GOOD             NGS
 CZ1961
 CZ1961                          STATION DESCRIPTION
 CZ1961
 CZ1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ1961'ABOUT 10 MILES WEST AND A LITTLE NORTH OF THE CITY OF TUCSON,
 CZ1961'ON THE BORDER OF SECS. 29 AND 30, T. 13 S., R. 12E., IN
 CZ1961'AN AREA KNOWN LOCALLY AS TUCSON MOUNTAIN PARK, ABOUT 1-1/2
 CZ1961'MILES NORTHEAST FROM THE MIKE WIDE COPPER MINE.  MARKED BY A
 CZ1961'STANDARD BRONZE DISK.  REFERENCE MARK
 CZ1961'NO. 1, A STANDARD BRONZE REFERENCE DISK IS 7.290
 CZ1961'METERS (23.92 FEET) FROM STATION.
 CZ1961'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK
 CZ1961'IS 10.225 METERS (33.55 FEET) FROM STATION.
 CZ1961'AZIMUTH MARK, A STANDARD BRONZE DISK
 CZ1961'IS ON A SMALL RIDGE ON THE EAST SIDE OF THE TRAIL TO THE
 CZ1961'STATION, 250 YARDS FROM STATION.
 CZ1961'WASSON (USGS) IS 1.042 METERS (3.42 FEET) FROM STATION.
 CZ1961
 CZ1961                          STATION RECOVERY (1960)
 CZ1961
 CZ1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 CZ1961'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 CZ1961'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 CZ1961'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW AND COMPLETE
 CZ1961'DESCRIPTION FOLLOWS.
 CZ1961'
 CZ1961'THE STATION IS ABOUT 8 MILES NORTHWEST OF TUCSON ON THE SUMMIT
 CZ1961'OF WASSON PEAK.
 CZ1961'
 CZ1961'TO REACH THE STATION FROM THE POST OFFICE IN EMERY PARK
 CZ1961'GO NORTH ON U.S. HIGHWAY 89 FOR 2.6 MILES TO THE JUNCTION WITH
 CZ1961'STATE HIGHWAY 86, TURN LEFT, WEST, AND FOLLOW STATE HIGHWAY
 CZ1961'86 FOR 6.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CZ1961'FOLLOW MACADAM ROAD NORTHEAST TOWARDS THE ARIZONA SONORA
 CZ1961'DESERT PARK FOR 8.0 MILES TO THE PARK ON THE LEFT AND A SIGN
 CZ1961'KING CANYON ON THE RIGHT, TURN RIGHT AS PER SIGN AND FOLLOW
 CZ1961'THE GRAVELED ROAD NORTHEAST FOR 1.0 MILE TO THE ENTRANCE TO
 CZ1961'THE MAM-A-GAH PICNIC AREA.  HERE TURN RIGHT AND FOLLOW THE
 CZ1961'WASSON TRAIL NORTHEAST FOR 0.7 MILE TO THE END OF TRUCK
 CZ1961'TRAVEL AT THE REMAINS OF AN OLD MINE.  FROM HERE PACK
 CZ1961'NORTHWEST TO THE CREST OF A RIDGE AND A WELL TRAVELED FOOT
 CZ1961'TRAIL, FOLLOW THIS FOOT TRAIL TO THE SUMMIT OF THE PEAK
 CZ1961'AND THE STATION.
 CZ1961'
 CZ1961'THE STATION MARK, STAMPED WASSON 1920, IS A STANDARD DISK
 CZ1961'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ON THE HIGHEST PART
 CZ1961'OF THE PEAK 9 FEET EAST OF A CAIRN.
 CZ1961'
 CZ1961'REFERENCE MARK 1, STAMPED WASSON NO 1 1935, IS A STANDARD DISK
 CZ1961'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 29 FEET NORTHEAST
 CZ1961'OF A CAIRN AND 2 FEET BELOW STATION ELEVATION.
 CZ1961'
 CZ1961'REFERENCE MARK 2, STAMPED WASSON NO 2 1919, IS A STANDARD
 CZ1961'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 24 FEET
 CZ1961'NORTHWEST OF A CAIRN AND 2-1/2 FEET BELOW STATION ELEVATION.
 CZ1961
 CZ1961                          STATION RECOVERY (1962)
 CZ1961
 CZ1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 CZ1961'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CZ1961'DESCRIBED.  ALL MARKS INCLUDING THE AZIMUTH MARK WERE FOUND
 CZ1961'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 CZ1961'DISTANCE TO BOTH REFERENCE MARKS AT THIS TIME.  A COMPLETE
 CZ1961'DESCRIPTION FOLLOWS.
 CZ1961'
 CZ1961'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF TUCSON, 1-1/4 MILES
 CZ1961'NORTHEAST OF THE NAM-A-GAH PICNIC AREA AND IT IS ON THE HIGHEST
 CZ1961'POINT OF WASSON PEAK IN AN AREA KNOWN AS TUCSON MOUNTAIN
 CZ1961'PARK.  IN THE SW CORNER OF THE NW 1/4 SECTION 29, T 13 S, R 12 E.
 CZ1961'
 CZ1961'TO REACH FROM THE INTERSECTION OF THE FREEWAY AND W SPEEDWAY BLVD.
 CZ1961'IN TUCSON, GO WEST ON W SPEEDWAY BLVD. FOR 1.15 MILES TO A
 CZ1961'CROSSROAD AT SILVERBELL ROAD, CONTINUE WEST ON W SPEEDWAY BLVD.
 CZ1961'FOR 6.25 MILES TO WERE THE ROAD CROSSES A PASS OVER THE TUCSON
 CZ1961'MOUNTAINS.  CONTINUE WESTERLY ON THIS BLACKTOPPED ROAD FOR
 CZ1961'2.2 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTHWEST FOR
 CZ1961'2.65 MILES TO A SIDE ROAD RIGHT, KEEP RIGHT AND GO NORTHWEST
 CZ1961'FOR 0.15 MILES TO A REVERSE FORK TO THE LEFT, CONTINUE NORTH
 CZ1961'AND NORTHEAST ON A ROUGH GRAVEL ROAD FOR 0.95 MILE TO A
 CZ1961'FORK, JUST PAST A DRY WASH AT THE NAM-A-GAH PICNIC AREA.
 CZ1961'TAKE THE RIGHT FORK NORTH FOR 0.05 MILE TO A SIGN
 CZ1961'WASSON PEAK TRAIL**.  CONTINUE NORTH ON A ROUGH 4-WHEEL DRIVE
 CZ1961'TRAIL FOR 0.7 MILES TO THE ABANDONED MILE WIDE COPPER
 CZ1961'MINE.  FROM HERE PACK NORTH AND NORTHEAST UP A STEEP DRAW
 CZ1961'FOR ABOUT 3/4 MILE TO A SADDLE AND FOOT TRAIL, TURN RIGHT
 CZ1961'AND GO NORTHEAST TO THE SUMMIT OF A RIDGE AND A FORK, TAKE
 CZ1961'LEFT FORK NORTH AND EAST TO THE TOP OF THE HIGHEST PEAK AND
 CZ1961'STATION AS DESCRIBED.  TOTAL PACKING TIME 1 HOUR AND 45
 CZ1961'MINUTES.  **FROM HERE PACK EASTERLY FOR ABOUT 1-1/2 MILES TO
 CZ1961'THE SUMMIT OF A SADDLE, TURN LEFT AND FOLLOW TRAIL
 CZ1961'NORTHERLY FOR ABOUT 1 MILE TO THE HIGHEST POINT AND
 CZ1961'STATION.
 CZ1961'
 CZ1961'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 CZ1961'IN BEDROCK AND IT IS STAMPED--WASSON 1920
 CZ1961'
 CZ1961'R.M. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 CZ1961'IT IS STAMPED--WASSON NO 1 1935 AND IT IS ABOUT 2 FEET LOWER
 CZ1961'THAN THE STATION.
 CZ1961'
 CZ1961'R.M. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 CZ1961'IT IS STAMPED--WASSON NO 2 1919 AND IT IS ABOUT 3 FEET LOWER
 CZ1961'THAN THE STATION.
 CZ1961'
 CZ1961'AZIMUTH MARK IS A STANDARD REFERENCE MARK CEMENTED IN A
 CZ1961'DRILL HOLE IN BEDROCK.  IT IS LOCATED ALONG THE SOUTHEAST SIDE
 CZ1961'OF THE FOOT TRAIL AND IT IS MARKED BY A SMALL CAIRN.  IT IS
 CZ1961'STAMPED--WASSON AZI. 1935 NO 3 AND IT IS FLUSH WITH THE GROUND
 CZ1961'SURFACE.
 CZ1961
 CZ1961                          STATION RECOVERY (1975)
 CZ1961
 CZ1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DLL)
 CZ1961'STATION MARK WAS RECOVERED AS DESCRIBED.  RM 1 WAS NOT FOUND.  RM 2
 CZ1961'PREVIOUSLY DESCRIBED AS DESTROYED WAS FOUND.  AZIMUTH MARK WAS NOT
 CZ1961'SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5912 ***********************************************************************
 DJ5912  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5912  DESIGNATION -  WASTEWATER
 DJ5912  PID         -  DJ5912
 DJ5912  STATE/COUNTY-  AZ/MARICOPA
 DJ5912  USGS QUAD   -  TOLLESON (1982)
 DJ5912
 DJ5912                         *CURRENT SURVEY CONTROL
 DJ5912  ___________________________________________________________________
 DJ5912* NAD 83(2007)-  33 24 01.77715(N)    112 20 26.81527(W)     ADJUSTED  
 DJ5912* NAVD 88     -       284.80   (meters)     934.4    (feet)  GPS OBS   
 DJ5912  ___________________________________________________________________
 DJ5912  EPOCH DATE  -        2007.00
 DJ5912  X           -  -2,026,149.798 (meters)                     COMP
 DJ5912  Y           -  -4,930,265.032 (meters)                     COMP
 DJ5912  Z           -   3,491,265.919 (meters)                     COMP
 DJ5912  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DJ5912  ELLIP HEIGHT-         254.491 (meters)          (03/21/07) ADJUSTED
 DJ5912  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DJ5912  HORZ ORDER  -  FIRST
 DJ5912  ELLP ORDER  -  FOURTH    CLASS I
 DJ5912
 DJ5912.The horizontal coordinates were established by GPS observations
 DJ5912.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5912
 DJ5912.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5912.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5912.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5912.The epoch date for horizontal control is a decimal equivalence
 DJ5912.of Year/Month/Day.
 DJ5912
 DJ5912.The orthometric height was determined by GPS observations and a
 DJ5912.high-resolution geoid model.
 DJ5912.The orthometric height was determined by GPS observations and a
 DJ5912.high-resolution geoid model using precise GPS observation and
 DJ5912.processing techniques.
 DJ5912
 DJ5912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5912
 DJ5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5912
 DJ5912.The ellipsoidal height was determined by GPS observations
 DJ5912.and is referenced to NAD 83.
 DJ5912
 DJ5912.The geoid height was determined by GEOID03.
 DJ5912
 DJ5912;                    North         East     Units Scale Factor Converg.
 DJ5912;SPC AZ C     -   266,245.441   173,908.894   MT  0.99991918   -0 14 00.5
 DJ5912;SPC AZ C     -   873,508.66    570,567.24   iFT  0.99991918   -0 14 00.5
 DJ5912;UTM  12      - 3,696,490.328   375,314.138   MT  0.99979167   -0 44 17.4
 DJ5912
 DJ5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5912!SPC AZ C     -   0.99996005  x   0.99991918  =   0.99987923
 DJ5912!UTM  12      -   0.99996005  x   0.99979167  =   0.99975173
 DJ5912
 DJ5912                          SUPERSEDED SURVEY CONTROL
 DJ5912
 DJ5912.No superseded survey control is available for this station.
 DJ5912
 DJ5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB7531496490(NAD 83)
 DJ5912_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5912_STAMPING: WASTEWATER 2006
 DJ5912_MARK LOGO: NGS   
 DJ5912_PROJECTION: FLUSH
 DJ5912_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5912+STABILITY: SURFACE MOTION
 DJ5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5912+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5912
 DJ5912  HISTORY     - Date     Condition        Report By
 DJ5912  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5912
 DJ5912                          STATION DESCRIPTION
 DJ5912
 DJ5912'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5912'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5912'SOUTH ON LITCHFIELD ROAD 4.11KM TO LOWER BUCKEYE ROAD.  TRAVEL EAST ON
 DJ5912'LOWER BUCKEYE ROAD, 2.3KM TO 127TH AVENUE. TRAVEL SOUTH ON 127TH
 DJ5912'AVENUE, 2KM, TO THE INTERSECTION OF DYSART ROAD AND BROADWAY ROAD.
 DJ5912'CONTINUE SOUTH ON WHAT IS NOW DYSART ROAD, 0.6KM, TO THE AVONDALE
 DJ5912'WASTEWATER TREATMENT FACILITY AND ITS MOST NORTHERLY DRIVEWAY. MARK IS
 DJ5912'A NGS HORIZONTAL CONTROL DISK, STAMPED WASTEWATER 2006, IN A CONCRETE
 DJ5912'POST, LEVEL WITH GROUND.  STATION IS 30M WEST OF CENTERLINE DYSART
 DJ5912'ROAD, 17M SOUTH OF CENTERLINE DRIVEWAY, 16M WEST OF PALM TREE AND 1.5M
 DJ5912'EAST OF CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1993 ***********************************************************************
 CZ1993  DESIGNATION -  WATER
 CZ1993  PID         -  CZ1993
 CZ1993  STATE/COUNTY-  AZ/PIMA
 CZ1993  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ1993
 CZ1993                         *CURRENT SURVEY CONTROL
 CZ1993  ___________________________________________________________________
 CZ1993* NAD 83(1992)-  32 17 49.68651(N)    111 23 02.47355(W)     ADJUSTED  
 CZ1993* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CZ1993  ___________________________________________________________________
 CZ1993  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CZ1993  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CZ1993  HORZ ORDER  -  SECOND
 CZ1993
 CZ1993.The horizontal coordinates were established by classical geodetic methods
 CZ1993.and adjusted by the National Geodetic Survey in August 1993.
 CZ1993
 CZ1993.The orthometric height was scaled from a topographic map.
 CZ1993
 CZ1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1993
 CZ1993.The geoid height was determined by GEOID03.
 CZ1993
 CZ1993;                    North         East     Units Scale Factor Converg.
 CZ1993;SPC AZ C     -   143,937.458   263,523.720   MT  0.99993102   +0 17 04.6
 CZ1993;SPC AZ C     -   472,235.75    864,579.13   iFT  0.99993102   +0 17 04.6
 CZ1993;UTM  12      - 3,573,436.395   463,844.566   MT  0.99961612   -0 12 18.7
 CZ1993
 CZ1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1993!SPC AZ C     -   0.99988984  x   0.99993102  =   0.99982087
 CZ1993!UTM  12      -   0.99988984  x   0.99961612  =   0.99950600
 CZ1993
 CZ1993|---------------------------------------------------------------------|
 CZ1993| PID    Reference Object                     Distance      Geod. Az  |
 CZ1993|                                                           dddmmss.s |
 CZ1993| CH5705 WATER RM 1                            3.250 METERS 07523     |
 CZ1993| CH5704 WATER AZ MK                                        1133402.2 |
 CZ1993| CH5706 WATER RM 2                            4.370 METERS 16809     |
 CZ1993|---------------------------------------------------------------------|
 CZ1993
 CZ1993                          SUPERSEDED SURVEY CONTROL
 CZ1993
 CZ1993  NAD 83(1986)-  32 17 49.68208(N)    111 23 02.47260(W) AD(       ) 2
 CZ1993  NAD 27      -  32 17 49.41200(N)    111 23 00.08000(W) AD(       ) 2
 CZ1993
 CZ1993.Superseded values are not recommended for survey control.
 CZ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1993.See file dsdata.txt to determine how the superseded data were derived.
 CZ1993
 CZ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6384573436(NAD 83)
 CZ1993_MARKER: DS = TRIANGULATION STATION DISK
 CZ1993_SETTING: 66 = SET IN ROCK OUTCROP
 CZ1993
 CZ1993  HISTORY     - Date     Condition        Report By
 CZ1993  HISTORY     - 1936     MONUMENTED       CGS
 CZ1993
 CZ1993                          STATION DESCRIPTION
 CZ1993
 CZ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1993'ABOUT 25 MILES WEST AND 6 MILES NORTH OF TUCSON AND 12 MILES
 CZ1993'SOUTHEAST OF THE SILVERBELL MINE, IN THE EAST SIDE OF T. 13 S.,
 CZ1993'R. 9 E., ON THE TOP OF A LONE HILL ABOUT 300 FEET HIGH THAT
 CZ1993'LIES AT THE SOUTHEAST EDGE OF THE WATERMAN MOUNTAINS, THE
 CZ1993'FARTHEST SOUTHEAST OF SEVERAL HILLS.  MARKED BY A STANDARD
 CZ1993'BRONZE DISK.  REFERENCE MARK NO. 1,
 CZ1993'A STANDARD BRONZE REFERENCE DISK IS 3.250 METERS
 CZ1993'(10.66 FEET) FROM STATION  N 75 DEG 23 MIN E.
 CZ1993'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 CZ1993'IS 4.370 METERS (14.34 FEET) FROM STATION
 CZ1993'S 11 DEG 51 MIN E. THE AZIMUTH MARK, A STANDARD BRONZE
 CZ1993'DISK IS 1 MILE FROM STATION  S 66 DEG
 CZ1993'25 MIN 57 SEC E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0512 ***********************************************************************
 GP0512  DESIGNATION -  WATER
 GP0512  PID         -  GP0512
 GP0512  STATE/COUNTY-  AZ/COCONINO
 GP0512  USGS QUAD   -  BODAWAY MESA (1988)
 GP0512
 GP0512                         *CURRENT SURVEY CONTROL
 GP0512  ___________________________________________________________________
 GP0512* NAD 83(1992)-  36 21 36.83714(N)    111 30 28.89464(W)     ADJUSTED  
 GP0512* NAVD 88     -      1765.3    (meters)    5792.     (feet)  VERTCON   
 GP0512  ___________________________________________________________________
 GP0512  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GP0512  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GP0512  HORZ ORDER  -  SECOND
 GP0512
 GP0512.The horizontal coordinates were established by classical geodetic methods
 GP0512.and adjusted by the National Geodetic Survey in August 1993.
 GP0512
 GP0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0512
 GP0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0512
 GP0512.The geoid height was determined by GEOID03.
 GP0512
 GP0512;                    North         East     Units Scale Factor Converg.
 GP0512;SPC AZ C     -   594,558.673   250,032.655   MT  0.99991656   +0 14 32.2
 GP0512;SPC AZ C     - 1,950,651.81    820,317.11   iFT  0.99991656   +0 14 32.2
 GP0512;UTM  12      - 4,024,024.509   454,421.760   MT  0.99962559   -0 18 04.3
 GP0512
 GP0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0512!SPC AZ C     -   0.99972662  x   0.99991656  =   0.99964320
 GP0512!UTM  12      -   0.99972662  x   0.99962559  =   0.99935231
 GP0512
 GP0512|---------------------------------------------------------------------|
 GP0512| PID    Reference Object                     Distance      Geod. Az  |
 GP0512|                                                           dddmmss.s |
 GP0512| CR8015 WATER RM 1                           10.627 METERS 06241     |
 GP0512| CR8016 WATER RM 2                            8.907 METERS 16722     |
 GP0512| GP0510 TRADE                               APPROX. 1.7 KM 3333109.3 |
 GP0512|---------------------------------------------------------------------|
 GP0512
 GP0512                          SUPERSEDED SURVEY CONTROL
 GP0512
 GP0512  NAD 83(1986)-  36 21 36.83681(N)    111 30 28.89205(W) AD(       ) 2
 GP0512  NGVD 29 (07/12/88) 1764.3    (m)         5788.     (f) VERT ANG    3  
 GP0512
 GP0512.Superseded values are not recommended for survey control.
 GP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0512.See file dsdata.txt to determine how the superseded data were derived.
 GP0512
 GP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5442224025(NAD 83)
 GP0512_MARKER: DS = TRIANGULATION STATION DISK
 GP0512_SETTING: 66 = SET IN ROCK OUTCROP
 GP0512_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GP0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0512+STABILITY: POSITION/ELEVATION WELL
 GP0512
 GP0512  HISTORY     - Date     Condition        Report By
 GP0512  HISTORY     - 1983     MONUMENTED       AZDT
 GP0512
 GP0512                          STATION DESCRIPTION
 GP0512
 GP0512'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 GP0512'THE STATION IS LOCATED 34 MILES NORTHEAST OF CAMERON, 2-1/2 MILES
 GP0512'SOUTHEAST OF CEDAR RIDGE AND ALONG U.S. HIGHWAY 89.
 GP0512'
 GP0512'THE STATION MARK IS AN AZDT DISK STAMPED---WATER 1983---.  IT IS SET
 GP0512'IN A DRILL HOLE IN SANDSTONE 58 FEET EAST OF THE CENTER LINE OF THE
 GP0512'HIGHWAY AND 3 FEET EAST OF THE WITNESS POST.
 GP0512'
 GP0512'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WATER RM 1 1983---.  IT IS
 GP0512'SET IN A DRILL HOLE IN SANDSTONE.
 GP0512'
 GP0512'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WATER RM 2 1983---.  IT IS
 GP0512'SET IN A DRILL HOLE IN SANDSTONE.
 GP0512'
 GP0512'TO REACH THE STATION FROM THE POST OFFICE IN PAGE TRAVEL NORTH ALONG
 GP0512'ELM STREET FOR 0.1 MILE TO LAKE POWELL BLVD.  TURN LEFT FOR 1.2 MILES
 GP0512'TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89L.  TURN LEFT AND TRAVEL
 GP0512'SOUTH FOR 24.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS 89 AND 89 ALT.
 GP0512'TURN LEFT AND CONTINUE SOUTH ALONG U.S. 89 FOR 18.8 MILES TO CEDAR
 GP0512'RIDGE, CONTINUE SOUTH FOR 2.4 MILES TO MILEPOST 502.85 AND THE STATION
 GP0512'ON THE LEFT ABOVE A LOW ROCKY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1201 ***********************************************************************
 CG1201  DESIGNATION -  WATER
 CG1201  PID         -  CG1201
 CG1201  STATE/COUNTY-  AZ/COCHISE
 CG1201  USGS QUAD   -  FORT HUACHUCA (1983)
 CG1201
 CG1201                         *CURRENT SURVEY CONTROL
 CG1201  ___________________________________________________________________
 CG1201* NAD 83(1992)-  31 34 09.39277(N)    110 17 25.53480(W)     ADJUSTED  
 CG1201* NAVD 88     -      1391.7    (meters)    4566.     (feet)  VERTCON   
 CG1201  ___________________________________________________________________
 CG1201  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CG1201  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CG1201  HORZ ORDER  -  SECOND
 CG1201
 CG1201.The horizontal coordinates were established by classical geodetic methods
 CG1201.and adjusted by the National Geodetic Survey in August 1993.
 CG1201
 CG1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1201
 CG1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1201
 CG1201.The geoid height was determined by GEOID03.
 CG1201
 CG1201;                    North         East     Units Scale Factor Converg.
 CG1201;SPC AZ E     -    63,118.425   201,612.393   MT  0.99990170   -0 03 53.3
 CG1201;SPC AZ E     -   207,081.45    661,457.98   iFT  0.99990170   -0 03 53.3
 CG1201;UTM  12      - 3,492,913.075   567,335.232   MT  0.99965592   +0 22 17.4
 CG1201
 CG1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1201!SPC AZ E     -   0.99978591  x   0.99990170  =   0.99968764
 CG1201!UTM  12      -   0.99978591  x   0.99965592  =   0.99944191
 CG1201
 CG1201|---------------------------------------------------------------------|
 CG1201| PID    Reference Object                     Distance      Geod. Az  |
 CG1201|                                                           dddmmss.s |
 CG1201| CS6175 WATER RM 1                           15.164 METERS 08858     |
 CG1201| CS6176 WATER RM 2                           15.143 METERS 27041     |
 CG1201|---------------------------------------------------------------------|
 CG1201
 CG1201                          SUPERSEDED SURVEY CONTROL
 CG1201
 CG1201  NAD 83(1986)-  31 34 09.38447(N)    110 17 25.52641(W) AD(       ) 2
 CG1201  NGVD 29 (06/28/91) 1390.8    (m)         4563.     (f) VERT ANG    3  
 CG1201
 CG1201.Superseded values are not recommended for survey control.
 CG1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1201.See file dsdata.txt to determine how the superseded data were derived.
 CG1201
 CG1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6733592913(NAD 83)
 CG1201_MARKER: DS = TRIANGULATION STATION DISK
 CG1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1201+STABILITY: SURFACE MOTION
 CG1201
 CG1201  HISTORY     - Date     Condition        Report By
 CG1201  HISTORY     - 1986     MONUMENTED       AZDT
 CG1201  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CG1201  HISTORY     - 20030428 MARK NOT FOUND   NGS
 CG1201
 CG1201                          STATION DESCRIPTION
 CG1201
 CG1201'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1201'THE STATION IS LOCATED 1-1/2 MILES NORTHWEST OF SIERRA VISTA ALONG THE
 CG1201'SOUTH SIDE OF STATE ROUTE 90 AT MILE POST 318.75.
 CG1201'
 CG1201'THE STATION MARK IS AN AZDT DISK STAMPED---WATER 1986---.  IT IS SET
 CG1201'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 63 FEET SOUTH OF THE
 CG1201'CENTER LINE OF THE HIGHWAY AND 4-1/2 FEET NORTH OF A CANAL BANK.
 CG1201'
 CG1201'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WATER RM 1 1986---.  IT IS
 CG1201'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1201'
 CG1201'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WATER RM 2 1986---.  IT IS
 CG1201'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1201'
 CG1201'TO REACH THE STATION FROM THE POST OFFICE IN SIERRA VISTA TRAVEL EAST
 CG1201'ALONG FRY BLVD FOR 1.0 MILE TO STATE ROUTES 90 AND 92.  TURN LEFT AND
 CG1201'TRAVEL NORTH ALONG SR 90 FOR 3.0 MILES TO THE STATION ON THE LEFT.
 CG1201
 CG1201                          STATION RECOVERY (1998)
 CG1201
 CG1201'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1201'MARK NOT FOUND.
 CG1201
 CG1201                          STATION RECOVERY (2003)
 CG1201
 CG1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CG1201'STATION NOT FOUND, BELIEVED REMOVED DURING INSTALLATION OF 7TH ST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0879 ***********************************************************************
 ET0879  DESIGNATION -  WATSON
 ET0879  PID         -  ET0879
 ET0879  STATE/COUNTY-  AZ/YAVAPAI
 ET0879  USGS QUAD   -  PRESCOTT (1973)
 ET0879
 ET0879                         *CURRENT SURVEY CONTROL
 ET0879  ___________________________________________________________________
 ET0879* NAD 83(1992)-  34 33 55.01177(N)    112 24 18.60306(W)     ADJUSTED  
 ET0879* NAVD 88     -      1728.9    (meters)    5672.     (feet)  VERTCON   
 ET0879  ___________________________________________________________________
 ET0879  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 ET0879  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 ET0879  HORZ ORDER  -  SECOND
 ET0879
 ET0879.The horizontal coordinates were established by classical geodetic methods
 ET0879.and adjusted by the National Geodetic Survey in August 1993.
 ET0879
 ET0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0879
 ET0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0879
 ET0879.The geoid height was determined by GEOID03.
 ET0879
 ET0879;                    North         East     Units Scale Factor Converg.
 ET0879;SPC AZ C     -   395,461.209   168,535.379   MT  0.99992476   -0 16 37.8
 ET0879;SPC AZ C     - 1,297,444.91    552,937.60   iFT  0.99992476   -0 16 37.8
 ET0879;UTM  12      - 3,825,732.997   371,097.057   MT  0.99980480   -0 47 50.4
 ET0879
 ET0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0879!SPC AZ C     -   0.99973280  x   0.99992476  =   0.99965758
 ET0879!UTM  12      -   0.99973280  x   0.99980480  =   0.99953765
 ET0879
 ET0879|---------------------------------------------------------------------|
 ET0879| PID    Reference Object                     Distance      Geod. Az  |
 ET0879|                                                           dddmmss.s |
 ET0879| CH4526 WATSON RM 2                           9.763 METERS 07148     |
 ET0879| CH4525 WATSON RM 1                           6.113 METERS 17616     |
 ET0879| ET0885 BADGER                              APPROX. 3.6 KM 2402114.1 |
 ET0879|---------------------------------------------------------------------|
 ET0879
 ET0879                          SUPERSEDED SURVEY CONTROL
 ET0879
 ET0879  NAD 83(1986)-  34 33 55.00910(N)    112 24 18.60123(W) AD(       ) 2
 ET0879  NAD 27      -  34 33 54.91516(N)    112 24 15.99768(W) AD(       ) 2
 ET0879  NGVD 29 (07/19/86) 1728.0    (m)         5669.     (f) VERT ANG    3  
 ET0879
 ET0879.Superseded values are not recommended for survey control.
 ET0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0879.See file dsdata.txt to determine how the superseded data were derived.
 ET0879
 ET0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7109725733(NAD 83)
 ET0879_MARKER: DD = SURVEY DISK
 ET0879_SETTING: 66 = SET IN ROCK OUTCROP
 ET0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0879+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 ET0879
 ET0879  HISTORY     - Date     Condition        Report By
 ET0879  HISTORY     - 1969     MONUMENTED       USGS
 ET0879  HISTORY     - 1980     GOOD             AZDT
 ET0879  HISTORY     - 20070923 GOOD             GEOCAC
 ET0879
 ET0879                          STATION DESCRIPTION
 ET0879
 ET0879'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (GC)
 ET0879'LOCATED ABOUT 9.0 MI. NW. OF DEWEY.  ABOUT 4.5 MI. NE. OF PRESCOTT
 ET0879'ON A LOW ROCKY TOP.
 ET0879'
 ET0879'TO REACH FROM THE COURTHOUSE IN PRESCOTT.  GO E. AND NE. ON HIGHWAY
 ET0879'89 FOR 1.8 MI. TO JUNCTION WITH HIGHWAY 69.  TURN RIGHT ON HIGHWAY
 ET0879'69 FOR 4.8 MI. TO RAMADA DRIVE, TURN LEFT ON RAMADA DRIVE AT
 ET0879'DIAMOND VALLEY HOMES AND GO 0.6 MI. TO THELMA DRIVE.  TURN RIGHT ON
 ET0879'THELMA DRIVE FOR 0.1 MI. TO TOPAZ AND THELMA DRIVE.  TURN RIGHT
 ET0879'ON TOPAZ DRIVE FOR 0.1 MI. TO A FOUR-WAY-RD. INTERSECTION AT A
 ET0879'STEEL TOWER POWER LINE.  TURN LEFT ON RD. THAT GOES UP POWER
 ET0879'LINE FOR 0.5 MI.  TO WASH AT TRAIL FORK.  GO LEFT FOR 0.1 MI. TO
 ET0879'WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.3 MI. TO A EARTH
 ET0879'DAM AT A STOCK TANK.  CROSS EARTH DAM AND GO 0.1 MI. UPHILL TO A
 ET0879'SADDLE.  GO LEFT ALONG RIDGE FOR 0.1 MI. CROSS-COUNTRY TO A
 ET0879'FENCE AND END OF TRUCK TRAVEL.  PACK UPHILL TO THE TOP AND
 ET0879'STATION MARK.  ABOUT A 5-MINUTE PACK.
 ET0879'
 ET0879'STATION MARK--A STANDARD USGS TABLET STAMPED WATSON ET 1969
 ET0879'CEMENTED IN A DRILL HOLE IN SOLID BEDROCK.
 ET0879'
 ET0879'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1969
 ET0879'CEMENTED IN A DRILL HOLE IN SOLID BEDROCK, 1.0 FT. BELOW THE
 ET0879'STATION MARK.
 ET0879'
 ET0879'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1969
 ET0879'CEMENTED IN A DRILL HOLE IN SOLID BEDROCK, 1.1 FT. BELOW THE STATION
 ET0879'MARK.
 ET0879
 ET0879                          STATION RECOVERY (1980)
 ET0879
 ET0879'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0879'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 ET0879'
 ET0879'TO REACH THE STATION FROM THE INTERSECTION OF US 89 AND SR 69 IN
 ET0879'PRESCOTT.  TRAVEL EAST ALONG SR 69 FOR 4.9 MILES TO MP191.1 TURN LEFT
 ET0879'ON RAMADA DRIVE FOR 0.7 MILE TO THELMA DRIVE CONTINUE AHEAD FOR 0.1
 ET0879'MILE TO TOPAZ, TURN RIGHT ON TOPAZ AND TRAVEL TO POWER LINE ROAD,
 ET0879'CONTINUE AHEAD FOR 0.5 MILE PASSING THROUGH A GATE TO THE NEAR SIDE OF
 ET0879'A SMALL WASH.  TURN LEFT ON TRACK ROAD LEADING TO A LARGE EARTHEN DAM
 ET0879'AND POND.  DRIVE ACROSS DAM AND UP INTO A SADDLE, TURN LEFT AND DRIVE
 ET0879'TO SADDLE, TURN LEFT TO END OF TRUCK TRAVEL.  PACK WESTERLY.
 ET0879
 ET0879                          STATION RECOVERY (2007)
 ET0879
 ET0879'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5783 ***********************************************************************
 DH5783  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5783  DESIGNATION -  WAUGHITAL
 DH5783  PID         -  DH5783
 DH5783  STATE/COUNTY-  AZ/COCHISE
 DH5783  USGS QUAD   -  SIMMONS PEAK (1978)
 DH5783
 DH5783                         *CURRENT SURVEY CONTROL
 DH5783  ___________________________________________________________________
 DH5783* NAD 83(2007)-  32 10 48.61256(N)    109 38 02.94691(W)     ADJUSTED  
 DH5783* NAVD 88     -      1502.84   (meters)    4930.6    (feet)  GPS OBS   
 DH5783  ___________________________________________________________________
 DH5783  EPOCH DATE  -        2007.00
 DH5783  X           -  -1,816,047.603 (meters)                     COMP
 DH5783  Y           -  -5,090,450.584 (meters)                     COMP
 DH5783  Z           -   3,378,143.930 (meters)                     COMP
 DH5783  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 DH5783  ELLIP HEIGHT-        1476.211 (meters)          (02/10/07) ADJUSTED
 DH5783  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DH5783
 DH5783  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5783  Type    PID    Designation                      North   East  Ellip
 DH5783  -------------------------------------------------------------------
 DH5783  NETWORK DH5783 WAUGHITAL                         0.76   0.65   2.31
 DH5783  -------------------------------------------------------------------
 DH5783
 DH5783.The horizontal coordinates were established by GPS observations
 DH5783.and adjusted by the National Geodetic Survey in February 2007.
 DH5783
 DH5783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5783.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5783.The horizontal coordinates are valid at the epoch date displayed above.
 DH5783.The epoch date for horizontal control is a decimal equivalence
 DH5783.of Year/Month/Day.
 DH5783
 DH5783.The orthometric height was determined by GPS observations and a
 DH5783.high-resolution geoid model.
 DH5783.The orthometric height was determined by GPS observations and a
 DH5783.high-resolution geoid model using precise GPS observation and
 DH5783.processing techniques.
 DH5783
 DH5783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5783
 DH5783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5783
 DH5783.The ellipsoidal height was determined by GPS observations
 DH5783.and is referenced to NAD 83.
 DH5783
 DH5783.The geoid height was determined by GEOID03.
 DH5783
 DH5783;                    North         East     Units Scale Factor Converg.
 DH5783;SPC AZ E     -   130,968.087   263,575.639   MT  0.99993109   +0 17 01.0
 DH5783;SPC AZ E     -   429,685.32    864,749.47   iFT  0.99993109   +0 17 01.0
 DH5783;UTM  12      - 3,561,223.970   628,764.054   MT  0.99980447   +0 43 39.1
 DH5783
 DH5783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5783!SPC AZ E     -   0.99976827  x   0.99993109  =   0.99969937
 DH5783!UTM  12      -   0.99976827  x   0.99980447  =   0.99957278
 DH5783
 DH5783                          SUPERSEDED SURVEY CONTROL
 DH5783
 DH5783  NAD 83(1992)-  32 10 48.61218(N)    109 38 02.94604(W) AD(       ) B
 DH5783  ELLIP H (08/22/05) 1476.232  (m)                       GP(       ) 4 2
 DH5783
 DH5783.Superseded values are not recommended for survey control.
 DH5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5783.See file dsdata.txt to determine how the superseded data were derived.
 DH5783
 DH5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2876461224(NAD 83)
 DH5783_MARKER: Z = SEE DESCRIPTION
 DH5783_SETTING: 0 = UNSPECIFIED SETTING
 DH5783_MARK LOGO: NONE  
 DH5783_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5783+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH5783
 DH5783  HISTORY     - Date     Condition        Report By
 DH5783  HISTORY     - 2005     MONUMENTED       NGS
 DH5783
 DH5783                          STATION DESCRIPTION
 DH5783
 DH5783'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5783'FROM THE RAILROAD TRACKS AT THE INTERSECTION OF RAILROAD AVE AND
 DH5783'HIGHWAY 186 IN WILLCOX, AZ, TRAVEL SOUTHEASTERLY ON HIGHWAY
 DH5783'186 FOR APPROX 13.34 MILES TO THE STATION. THE STATION IS
 DH5783'LOCATED ON THE NORTH R.O.W. FENCE ON A SMALL BANK.
 DH5783'
 DH5783'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5783'MONUMENT 15 INCHES BY 40 INCHES. A COCHISE COUNTY WITNESS SIGN
 DH5783'IS WITHIN APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0698 ***********************************************************************
 FQ0698  DESIGNATION -  WAUNETA
 FQ0698  PID         -  FQ0698
 FQ0698  STATE/COUNTY-  AZ/COCONINO
 FQ0698  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0698
 FQ0698                         *CURRENT SURVEY CONTROL
 FQ0698  ___________________________________________________________________
 FQ0698* NAD 83(1992)-  35 41 55.31378(N)    111 30 08.64937(W)     ADJUSTED  
 FQ0698* NAVD 88     -      1587.4    (meters)    5208.     (feet)  VERTCON   
 FQ0698  ___________________________________________________________________
 FQ0698  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FQ0698  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0698  HORZ ORDER  -  SECOND
 FQ0698
 FQ0698.The horizontal coordinates were established by classical geodetic methods
 FQ0698.and adjusted by the National Geodetic Survey in August 1993.
 FQ0698
 FQ0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0698
 FQ0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0698
 FQ0698.The geoid height was determined by GEOID03.
 FQ0698
 FQ0698;                    North         East     Units Scale Factor Converg.
 FQ0698;SPC AZ C     -   521,164.020   250,849.495   MT  0.99991731   +0 14 30.2
 FQ0698;SPC AZ C     - 1,709,855.71    822,997.03   iFT  0.99991731   +0 14 30.2
 FQ0698;UTM  12      - 3,950,646.811   454,547.847   MT  0.99962546   -0 17 35.4
 FQ0698
 FQ0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0698!SPC AZ C     -   0.99975464  x   0.99991731  =   0.99967197
 FQ0698!UTM  12      -   0.99975464  x   0.99962546  =   0.99938019
 FQ0698
 FQ0698:                Primary Azimuth Mark                     Grid Az
 FQ0698:SPC AZ C     -  GRAY                                     031 03 42.3
 FQ0698:UTM  12      -  GRAY                                     031 35 47.9
 FQ0698
 FQ0698|---------------------------------------------------------------------|
 FQ0698| PID    Reference Object                     Distance      Geod. Az  |
 FQ0698|                                                           dddmmss.s |
 FQ0698| FQ0576 GRAY                                APPROX. 6.2 KM 0311812.5 |
 FQ0698| CH4527 WAUNETA RM 1                         16.157 METERS 08126     |
 FQ0698| CH4528 WAUNETA RM 2                         14.315 METERS 17804     |
 FQ0698|---------------------------------------------------------------------|
 FQ0698
 FQ0698                          SUPERSEDED SURVEY CONTROL
 FQ0698
 FQ0698  NAD 83(1986)-  35 41 55.31373(N)    111 30 08.64674(W) AD(       ) 2
 FQ0698  NAD 27      -  35 41 55.31538(N)    111 30 06.11545(W) AD(       ) 2
 FQ0698  NGVD 29 (07/19/86) 1586.5    (m)         5205.     (f) VERT ANG    3  
 FQ0698
 FQ0698.Superseded values are not recommended for survey control.
 FQ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0698.See file dsdata.txt to determine how the superseded data were derived.
 FQ0698
 FQ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE5454850647(NAD 83)
 FQ0698_MARKER: DD = SURVEY DISK
 FQ0698_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0698
 FQ0698  HISTORY     - Date     Condition        Report By
 FQ0698  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0698
 FQ0698                          STATION DESCRIPTION
 FQ0698
 FQ0698'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0698'THE STATION IS ABOUT 35.5 MILES NORTHEAST OF FLAGSTAFF, 13 MILES
 FQ0698'SOUTHWEST OF CAMERON AND 650 FEET WEST OF U.S. HWY. 89.
 FQ0698'
 FQ0698'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED WAUNETA
 FQ0698'1976 SET IN A DRILL HOLE IN A LAVA ROCK MARKED BY A WITNESS POST
 FQ0698'AND SIGN 3 FEET TO THE WEST.
 FQ0698'
 FQ0698'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED
 FQ0698'WAUNETA RM 1 1976 AND IS EPOXIED TO A ROCK OUTCROP.
 FQ0698'
 FQ0698'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED WAUNETA
 FQ0698'RM 2 1976 AND IS EPOXIED TO A ROCK OUTCROP PROJECTING 6 INCHES.
 FQ0698'
 FQ0698'TO REACH THE STATION FROM JUNCTION OF U.S. HWY. 66 AND 89,
 FQ0698'6 MILES EAST OF FLAGSTAFF, GO NORTH ON HWY. 89 TO MILE POST
 FQ0698'453.55 AND STATION ON THE LEFT, WEST, 650 FEET FROM HWY.
 FQ0698'CENTERLINE.
 FQ0698'
 FQ0698'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2254 ***********************************************************************
 DV2254  DESIGNATION -  WAY
 DV2254  PID         -  DV2254
 DV2254  STATE/COUNTY-  AZ/MARICOPA
 DV2254  USGS QUAD   -  FOWLER (1982)
 DV2254
 DV2254                         *CURRENT SURVEY CONTROL
 DV2254  ___________________________________________________________________
 DV2254* NAD 83(2007)-  33 27 42.39896(N)    112 13 11.71510(W)     ADJUSTED  
 DV2254* NAVD 88     -       319.1    (meters)    1047.     (feet)  VERTCON   
 DV2254  ___________________________________________________________________
 DV2254  EPOCH DATE  -        2007.00
 DV2254  X           -  -2,014,339.976 (meters)                     COMP
 DV2254  Y           -  -4,931,087.914 (meters)                     COMP
 DV2254  Z           -   3,496,957.708 (meters)                     COMP
 DV2254  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DV2254  ELLIP HEIGHT-         289.011 (meters)          (02/10/07) ADJUSTED
 DV2254  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DV2254
 DV2254  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2254  Type    PID    Designation                      North   East  Ellip
 DV2254  -------------------------------------------------------------------
 DV2254  NETWORK DV2254 WAY                               2.10   1.67   4.19
 DV2254  -------------------------------------------------------------------
 DV2254
 DV2254.The horizontal coordinates were established by GPS observations
 DV2254.and adjusted by the National Geodetic Survey in February 2007.
 DV2254
 DV2254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2254.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2254.The horizontal coordinates are valid at the epoch date displayed above.
 DV2254.The epoch date for horizontal control is a decimal equivalence
 DV2254.of Year/Month/Day.
 DV2254
 DV2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2254
 DV2254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2254
 DV2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2254
 DV2254.The ellipsoidal height was determined by GPS observations
 DV2254.and is referenced to NAD 83.
 DV2254
 DV2254.The geoid height was determined by GEOID03.
 DV2254
 DV2254;                    North         East     Units Scale Factor Converg.
 DV2254;SPC AZ C     -   273,002.636   185,171.238   MT  0.99990979   -0 10 02.0
 DV2254;SPC AZ C     -   895,677.94    607,517.19   iFT  0.99990979   -0 10 02.0
 DV2254;UTM  12      - 3,703,147.048   386,634.034   MT  0.99975845   -0 40 21.8
 DV2254
 DV2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2254!SPC AZ C     -   0.99995463  x   0.99990979  =   0.99986442
 DV2254!UTM  12      -   0.99995463  x   0.99975845  =   0.99971309
 DV2254
 DV2254                          SUPERSEDED SURVEY CONTROL
 DV2254
 DV2254  ELLIP H (06/11/02)  289.045  (m)                       GP(       ) 4 2
 DV2254  NAD 83(1992)-  33 27 42.39712(N)    112 13 11.71478(W) AD(       ) 1
 DV2254  ELLIP H (08/23/93)  289.177  (m)                       GP(       ) 4 2
 DV2254  NAD 83(1986)-  33 27 42.39142(N)    112 13 11.72044(W) AD(       ) 1
 DV2254  NGVD 29 (09/11/89)  318.4    (m)         1045.     (f) GPS OBS     3  
 DV2254
 DV2254.Superseded values are not recommended for survey control.
 DV2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2254.See file dsdata.txt to determine how the superseded data were derived.
 DV2254
 DV2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8663403147(NAD 83)
 DV2254_MARKER: DD = SURVEY DISK
 DV2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2254+STABILITY: SURFACE MOTION
 DV2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2254+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2007
 DV2254
 DV2254  HISTORY     - Date     Condition        Report By
 DV2254  HISTORY     - 1986     MONUMENTED       AZDT
 DV2254  HISTORY     - 19960217 GOOD             USPSQD
 DV2254  HISTORY     - 20060325 GOOD             USPSQD
 DV2254  HISTORY     - 20070323 GOOD             GEOCAC
 DV2254
 DV2254                          STATION DESCRIPTION
 DV2254
 DV2254'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2254'THE STATION IS LOCATED ABOUT 13 KM (8 MI) WEST-NORTHWEST OF
 DV2254'DOWNTOWN PHOENIX, ARIZONA.
 DV2254'
 DV2254'TO REACH THE STATION, GO TO THE INTERSECTION OF 75TH AVENUE AND
 DV2254'INTERSTATE HWY. 10. THE STATION IS LOCATED 61 METERS (200 FT) EAST
 DV2254'FROM 75TH AVENUE AND SOUTH OF THE EASTBOUND RAMP ON INTERSTATE HWY.
 DV2254'10 AND NORTH OF THE INTERSTATE HWY. 10 SOUTHERN RIGHT-OF-WAY FENCE.
 DV2254'
 DV2254'THE STATION IS A STANDARD AGS DISK
 DV2254'STAMPED---WAY 1986---,
 DV2254'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DV2254'25 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 DV2254'1.31 METERS (4.3 FT) EAST FROM A WITNESS POST AND SIGN,
 DV2254'1.28 METERS (4.2 FT) WEST FROM A WITNESS POST AND SIGN,
 DV2254'7.0 METERS (23 FT) NORTH FROM A CHAIN LINK RIGHT-OF-WAY FENCE,
 DV2254'19.5 METERS (64.0 FT) SOUTH FROM THE CENTERLINE OF INTERSTATE HWY.
 DV2254'10 EASTBOUND RAMP,
 DV2254'63.4 METERS (208.0 FT) EAST FROM THE CENTERLINE OF 75TH AVENUE
 DV2254'MEDIAN.
 DV2254'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DV2254'STAMPED---WAY 1986---,
 DV2254'SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.
 DV2254
 DV2254                          STATION RECOVERY (1996)
 DV2254
 DV2254'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2254'RECOVERED IN GOOD CONDITION.
 DV2254
 DV2254                          STATION RECOVERY (2006)
 DV2254
 DV2254'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2254'RECOVERED IN GOOD CONDITION.
 DV2254
 DV2254                          STATION RECOVERY (2007)
 DV2254
 DV2254'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0073 ***********************************************************************
 GP0073  DESIGNATION -  WEATHER
 GP0073  PID         -  GP0073
 GP0073  STATE/COUNTY-  AZ/COCONINO
 GP0073  USGS QUAD   -  PAGE (1985)
 GP0073
 GP0073                         *CURRENT SURVEY CONTROL
 GP0073  ___________________________________________________________________
 GP0073* NAD 83(2007)-  36 55 16.77896(N)    111 26 56.95098(W)     ADJUSTED  
 GP0073* NAVD 88     -      1307.449  (meters)    4289.52   (feet)  ADJUSTED  
 GP0073  ___________________________________________________________________
 GP0073  EPOCH DATE  -        2007.00
 GP0073  X           -  -1,867,236.959 (meters)                     COMP
 GP0073  Y           -  -4,752,621.503 (meters)                     COMP
 GP0073  Z           -   3,811,188.128 (meters)                     COMP
 GP0073  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GP0073  ELLIP HEIGHT-        1284.006 (meters)          (02/10/07) ADJUSTED
 GP0073  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0073  DYNAMIC HT  -        1305.947 (meters)    4284.59  (feet)  COMP
 GP0073
 GP0073  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GP0073  Type    PID    Designation                      North   East  Ellip
 GP0073  -------------------------------------------------------------------
 GP0073  NETWORK GP0073 WEATHER                           0.88   0.63   1.49
 GP0073  -------------------------------------------------------------------
 GP0073  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 GP0073
 GP0073  VERT ORDER  -  FIRST     CLASS II
 GP0073
 GP0073.This mark is at Page Municipal Airport (PGA)
 GP0073
 GP0073.The horizontal coordinates were established by GPS observations
 GP0073.and adjusted by the National Geodetic Survey in February 2007.
 GP0073
 GP0073.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GP0073.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GP0073.The horizontal coordinates are valid at the epoch date displayed above.
 GP0073.The epoch date for horizontal control is a decimal equivalence
 GP0073.of Year/Month/Day.
 GP0073
 GP0073.The orthometric height was determined by differential leveling
 GP0073.and adjusted in June 1991.
 GP0073
 GP0073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GP0073
 GP0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0073
 GP0073.The ellipsoidal height was determined by GPS observations
 GP0073.and is referenced to NAD 83.
 GP0073
 GP0073.The geoid height was determined by GEOID03.
 GP0073
 GP0073.The dynamic height is computed by dividing the NAVD 88
 GP0073.geopotential number by the normal gravity value computed on the
 GP0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0073.degrees latitude (g = 980.6199 gals.).
 GP0073
 GP0073.The modeled gravity was interpolated from observed gravity values.
 GP0073
 GP0073;                    North         East     Units Scale Factor Converg.
 GP0073;SPC AZ C     -   656,842.224   255,012.967   MT  0.99992137   +0 16 51.1
 GP0073;SPC AZ C     - 2,154,994.17    836,656.72   iFT  0.99992137   +0 16 51.1
 GP0073;UTM  12      - 4,086,239.227   459,994.877   MT  0.99961972   -0 16 11.3
 GP0073
 GP0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0073!SPC AZ C     -   0.99979854  x   0.99992137  =   0.99971992
 GP0073!UTM  12      -   0.99979854  x   0.99961972  =   0.99941833
 GP0073
 GP0073:                Primary Azimuth Mark                     Grid Az
 GP0073:SPC AZ C     -  PGA A                                    155 11 50.1
 GP0073:UTM  12      -  PGA A                                    155 44 52.5
 GP0073
 GP0073|---------------------------------------------------------------------|
 GP0073| PID    Reference Object                     Distance      Geod. Az  |
 GP0073|                                                           dddmmss.s |
 GP0073| AC6816 PGA A                               APPROX. 0.5 KM 1552841.2 |
 GP0073|---------------------------------------------------------------------|
 GP0073
 GP0073                          SUPERSEDED SURVEY CONTROL
 GP0073
 GP0073  ELLIP H (08/22/01) 1284.019  (m)                       GP(       ) 5 1
 GP0073  NAD 83(1992)-  36 55 16.77862(N)    111 26 56.95045(W) AD(       ) 3
 GP0073  ELLIP H (09/25/97) 1284.083  (m)                       GP(       ) 5 1
 GP0073  NAVD 88 (09/25/97) 1307.45   (m)         4289.5    (f) LEVELING    3  
 GP0073  NGVD 29 (??/??/92) 1306.556  (m)         4286.59   (f) ADJ UNCH    1 2
 GP0073
 GP0073.Superseded values are not recommended for survey control.
 GP0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0073.See file dsdata.txt to determine how the superseded data were derived.
 GP0073
 GP0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5999586239(NAD 83)
 GP0073_MARKER: DD = SURVEY DISK
 GP0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0073_STAMPING: WEATHER 1961
 GP0073_MARK LOGO: BOR   
 GP0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 GP0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0073+STABILITY: SURFACE MOTION
 GP0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0073+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1997
 GP0073
 GP0073  HISTORY     - Date     Condition        Report By
 GP0073  HISTORY     - 1961     MONUMENTED       BOR
 GP0073  HISTORY     - 1962     GOOD             NGS
 GP0073  HISTORY     - 1982     GOOD             USGS
 GP0073  HISTORY     - 19970429 GOOD             NGS
 GP0073
 GP0073                          STATION DESCRIPTION
 GP0073
 GP0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0073'0.7 MI NE FROM PAGE.
 GP0073'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0073'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.5 MILE EAST ALONG
 GP0073'NINTH AVENUE.  60 YARDS SOUTHEAST OF THE JUNCTION OF THE CENTER LINES
 GP0073'OF NINTH AVENUE AND P STREET, 152 FEET SOUTH OF THE EXTENDED CENTER
 GP0073'LINE OF NINTH AVENUE, 60 FEET EAST OF THE CENTER LINE OF P STREET, 0.1
 GP0073'MILE SOUTH OF THE COMBINED ADMINISTRATION BUILDING AND HANGAR AT THE
 GP0073'GLEN CANYON AIRPORT, 180 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GP0073'FENCE AROUND A WEATHER STATION, 97 1/2 FEET WEST OF A STEEL MESH
 GP0073'FENCE, 73 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BOX
 GP0073'HOUSING A TRANSFORMER, 3.0 FEET EAST OF A METAL WITNESS POST, IN THE
 GP0073'CENTER OF A PROTECTIVE TRIANGLE COMPOSED OF THE WITNESS POST, 2 METAL
 GP0073'FENCE POSTS AND 3 4-INCH BOARDS, IN THE TOP OF A 2-FOOT SQUARE
 GP0073'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GP0073
 GP0073                          STATION RECOVERY (1982)
 GP0073
 GP0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GP0073'RECOVERED IN GOOD CONDITION.
 GP0073
 GP0073                          STATION RECOVERY (1997)
 GP0073
 GP0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 GP0073'THE STATION IS LOCATED AT THE PAGE MUNCIPAL AIRPORT, NEAR THE FUEL
 GP0073'DUMP.  OWNERSHIP--CITY OF PAGE, TOM VANMEENEN, AIRPORT MANAGER, P O
 GP0073'BOX 1180, PAGE, AZ, 86040.  THE PHONE NUMBER IS (520) 645-8861.  TO
 GP0073'REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 89 AND STATE
 GP0073'HIGHWAY 89L, GO EASTERLY FOR 1.6 KM (1.00 MI) ON THE STATE HIGHWAY TO
 GP0073'THE INTERSECTION OF NORTH NAVAJO AVENUE AT A STOPLIGHT.  TURN LEFT AND
 GP0073'GO NORTHERLY ALONG NORTH NAVAJO AVENUE FOR 0.6 KM (0.35 MI) TO THE
 GP0073'INTERSECTION OF 10TH AVENUE.  TURN RIGHT AND GO EAST ALONG 10TH AVENUE
 GP0073'FOR 0.6 KM (0.35 MI) TO THE INTERSECTION OF SAGE AVENUE.  TURN RIGHT
 GP0073'AND GO SOUTH ALONG SAGE AVENUE FOR 0.2 KM (0.10 MI) TO THE
 GP0073'INTERSECTION OF AERO AVENUE AND THE STATION LEFT JUST PAST THE
 GP0073'INTERSECTION INSIDE THE AIRPORT PERIMETER FENCE.  THE STATION IS
 GP0073'LOCATED 43.7 M (143.4 FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF
 GP0073'AERO AVENUE, 28.8 M (94.5 FT) EAST-NORTHEAST OF THE CENTER OF SAGE
 GP0073'AVENUE, 4.6 M (15.1 FT) SOUTH OF THE SOUTHWEST CORNER OF A SMALL METAL
 GP0073'BUILDING, 3.6 M (11.8 FT) NORTH OF A CHAIN LINK FENCE CORNER, 1.0 M
 GP0073'(3.3 FT) EAST OF A METAL WITNESS POST, 0.8 M (2.6 FT) EAST OF A CHAIN
 GP0073'LINK FENCE, AND THE STATION IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0980 ***********************************************************************
 ET0980  DESIGNATION -  WEAVER MTN
 ET0980  PID         -  ET0980
 ET0980  STATE/COUNTY-  AZ/YAVAPAI
 ET0980  USGS QUAD   -  WEAVER PEAK (1969)
 ET0980
 ET0980                         *CURRENT SURVEY CONTROL
 ET0980  ___________________________________________________________________
 ET0980* NAD 83(1992)-  34 19 37.88673(N)    112 48 36.28835(W)     ADJUSTED  
 ET0980* NAVD 88     -      2004.7    (meters)    6577.     (feet)  VERTCON   
 ET0980  ___________________________________________________________________
 ET0980  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 ET0980  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 ET0980  HORZ ORDER  -  SECOND
 ET0980
 ET0980.The horizontal coordinates were established by classical geodetic methods
 ET0980.and adjusted by the National Geodetic Survey in June 1998.
 ET0980
 ET0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0980
 ET0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0980
 ET0980.The geoid height was determined by GEOID03.
 ET0980
 ET0980;                    North         East     Units Scale Factor Converg.
 ET0980;SPC AZ C     -   369,305.443   131,146.991   MT  0.99998329   -0 30 13.8
 ET0980;SPC AZ C     - 1,211,632.03    430,272.28   iFT  0.99998329   -0 30 13.8
 ET0980;UTM  12      - 3,799,918.829   333,476.477   MT  0.99994182   -1 01 15.5
 ET0980
 ET0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0980!SPC AZ C     -   0.99968980  x   0.99998329  =   0.99967310
 ET0980!UTM  12      -   0.99968980  x   0.99994182  =   0.99963164
 ET0980
 ET0980:                Primary Azimuth Mark                     Grid Az
 ET0980:SPC AZ C     -  MARTIN                                   009 22 01.3
 ET0980:UTM  12      -  MARTIN                                   009 53 03.0
 ET0980
 ET0980|---------------------------------------------------------------------|
 ET0980| PID    Reference Object                     Distance      Geod. Az  |
 ET0980|                                                           dddmmss.s |
 ET0980| ET1000 MARTIN                              APPROX.22.0 KM 0085147.5 |
 ET0980| CH4530 WEAVER MTN RM 2                      10.464 METERS 17205     |
 ET0980| CH4529 WEAVER MTN RM 1                       3.072 METERS 28247     |
 ET0980| ET0979 KIRKLAND                              6.441 METERS 32819     |
 ET0980|---------------------------------------------------------------------|
 ET0980
 ET0980                          SUPERSEDED SURVEY CONTROL
 ET0980
 ET0980  NAD 83(1992)-  34 19 37.88673(N)    112 48 36.28835(W) AD(       ) 2
 ET0980  NAD 83(1986)-  34 19 37.88520(N)    112 48 36.29264(W) AD(       ) 2
 ET0980  NAD 27      -  34 19 37.80067(N)    112 48 33.64118(W) AD(       ) 2
 ET0980  NGVD 29 (07/19/86) 2003.8    (m)         6574.     (f) VERT ANG    3  
 ET0980
 ET0980.Superseded values are not recommended for survey control.
 ET0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0980.See file dsdata.txt to determine how the superseded data were derived.
 ET0980
 ET0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3347699919(NAD 83)
 ET0980_MARKER: DD = SURVEY DISK
 ET0980_SETTING: 80 = SET IN A BOULDER
 ET0980_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0980
 ET0980  HISTORY     - Date     Condition        Report By
 ET0980  HISTORY     - 1969     MONUMENTED       USGS
 ET0980
 ET0980                          STATION DESCRIPTION
 ET0980
 ET0980'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JJW)
 ET0980'LOCATED ABOUT 22.0 MI. SW. OF PRESCOTT.  8 MI. NW. OF YARNELL.  AND
 ET0980'8.5 MI. SE. OF HILLSIDE.  ON THE HIGHEST POINT OF WEAVER MTN.
 ET0980'
 ET0980'TO REACH FROM KIRKLAND JUNCTION, DRIVE SW. ON U.S. HIGHWAY 89 FOR
 ET0980'5.7 MI. TO HIGHWAY MAINTENACE STATION.  CONTINUE 0.1 MI. AND TURN
 ET0980'RIGHT OFF HIGHWAY.  DRIVE 3.2 MI. TO RD. FORK.  TAKE RIGHT FORK FOR
 ET0980'0.25 MI. TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 0.05 MI.
 ET0980'TAKE RIGHT FORK, FOR 0.1 MI..  TAKE LEFT FORK FOR 2.3 MI. TO RD.
 ET0980'FORK.  TAKE DIM RIGHT FORK TO W. FOR 0.1 MI. TO EARTH TANK AND
 ET0980'END OF TRUCK TRAVEL.  FOLLOW TRAIL UP GULCH TO SADDLE.  TURN LEFT
 ET0980'AND FOLLOW RIDGE TO HIGH POINT AND STATION.  3 HOUR PACK.
 ET0980'
 ET0980'REACHED BY HELICOPTER - HELIPORT IS ABOUT 400 FT. E. OF STATION IN
 ET0980'SADDLE.
 ET0980'
 ET0980'STATION MARK--A STANDARD USGS TABLET STAMPED WEAVER MTN 1969
 ET0980'CEMENTED IN A DRILL HOLE IN A LARGE 5 X 5 X 10 FT. BOULDER.
 ET0980'
 ET0980'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0980'NO 1 1969 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER, 2.5 FT. ABOVE
 ET0980'STATION MARK.
 ET0980'
 ET0980'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0980'NO 2 1969 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER, 5.4 FT. BELOW
 ET0980'STATION MARK.
 ET0980'
 ET0980'KIRKLAND USGS--A STANDARD USGS TABLET UNSTAMPED, CEMENTED IN ROCK
 ET0980'4.5 FT. ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2157 ***********************************************************************
 DV2157  DESIGNATION -  WEBB
 DV2157  PID         -  DV2157
 DV2157  STATE/COUNTY-  AZ/MARICOPA
 DV2157  USGS QUAD   -  WOOLSEY PEAK (1973)
 DV2157
 DV2157                         *CURRENT SURVEY CONTROL
 DV2157  ___________________________________________________________________
 DV2157* NAD 83(1992)-  33 13 25.11287(N)    112 53 04.81128(W)     ADJUSTED  
 DV2157* NAVD 88     -       573.6    (meters)    1882.     (feet)  VERTCON   
 DV2157  ___________________________________________________________________
 DV2157  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DV2157  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DV2157  HORZ ORDER  -  FIRST
 DV2157
 DV2157.The horizontal coordinates were established by classical geodetic methods
 DV2157.and adjusted by the National Geodetic Survey in August 1993.
 DV2157
 DV2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2157
 DV2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2157
 DV2157.The geoid height was determined by GEOID03.
 DV2157
 DV2157;                    North         East     Units Scale Factor Converg.
 DV2157;SPC AZ C     -   246,970.084   123,133.205   MT  1.00000034   -0 31 49.5
 DV2157;SPC AZ C     -   810,269.30    403,980.33   iFT  1.00000034   -0 31 49.5
 DV2157;UTM  12      - 3,677,663.383   324,374.756   MT  0.99998030   -1 01 58.4
 DV2157
 DV2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2157!SPC AZ C     -   0.99991483  x   1.00000034  =   0.99991517
 DV2157!UTM  12      -   0.99991483  x   0.99998030  =   0.99989513
 DV2157
 DV2157|---------------------------------------------------------------------|
 DV2157| PID    Reference Object                     Distance      Geod. Az  |
 DV2157|                                                           dddmmss.s |
 DV2157| CH5708 WEBB RM 1                            12.860 METERS 00757     |
 DV2157| DV2142 POWERS BUTTE                        APPROX.16.7 KM 0562912.8 |
 DV2157| CH5709 WEBB RM 2                             6.340 METERS 13615     |
 DV2157| CH5710 WEBB RM 3 AZIMUTH                                  33602     |
 DV2157|---------------------------------------------------------------------|
 DV2157
 DV2157                          SUPERSEDED SURVEY CONTROL
 DV2157
 DV2157  NAD 83(1986)-  33 13 25.10511(N)    112 53 04.81777(W) AD(       ) 1
 DV2157  NAD 27      -  33 13 24.94800(N)    112 53 02.18900(W) AD(       ) 1
 DV2157  NGVD 29 (07/19/86)  573.0    (m)         1880.     (f) VERT ANG    3  
 DV2157
 DV2157.Superseded values are not recommended for survey control.
 DV2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2157.See file dsdata.txt to determine how the superseded data were derived.
 DV2157
 DV2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2437577663(NAD 83)
 DV2157_MARKER: DS = TRIANGULATION STATION DISK
 DV2157_SETTING: 66 = SET IN ROCK OUTCROP
 DV2157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2157
 DV2157  HISTORY     - Date     Condition        Report By
 DV2157  HISTORY     - 1934     MONUMENTED       CGS
 DV2157  HISTORY     - 1949     GOOD             USGS
 DV2157  HISTORY     - 1958     GOOD             USGS
 DV2157  HISTORY     - 1972     GOOD             AZHD
 DV2157  HISTORY     - 1973     GOOD             USGS
 DV2157
 DV2157                          STATION DESCRIPTION
 DV2157
 DV2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2157'TO REACH FROM GILA BEND, FOLLOW U.S. HIGHWAY NO. 80 EAST
 DV2157'AND NORTH FOR ABOUT 30 MILES TO A POINT ABOUT 5 MILES NORTH
 DV2157'OF GILLESPIE DAM, AND ABOUT 1 MILE SOUTH OF THE DESERT ROSE
 DV2157'SERVICE STATION.  (THERE IS A LARGE SIGN WEST OF THE HIGHWAY
 DV2157'READING AGUA CALIENTE HOT SPRINGS 50 MILES.) TURN LEFT,
 DV2157'WEST, OFF THE HIGHWAY AT THE SIGN AND TAKE THE LEFT ONE
 DV2157'OF TWO ROADS, GO 3.4 MILES, TURN LEFT AT A SIGN READING
 DV2157'HARCAN MINE AND U.S.I.H. DEPT. OF COMMERCE, GO 2.2 MILES AND
 DV2157'CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD.  TURN LEFT
 DV2157'AND GO SOUTH AND SOUTHEAST FOR 1.1 MILES TO END OF TRUCK
 DV2157'TRAVEL AND CLIMB SOUTH TO THE STATION.  MARKED BY A
 DV2157'STANDARD BRONZE DISK.  REFERENCE
 DV2157'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DV2157'IS 13.305 METERS (43.65 FEET) FROM STATION N 07 DEG 58 MIN E.
 DV2157'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DV2157'DISK, IS 6.400 METERS (21.00 FEET) FROM STATION
 DV2157'S 43 DEG 14 MIN E.  THE AZIMUTH MARK, A STANDARD
 DV2157'BRONZE DISK, IS IN OLD CONCRETE BLOCK AT END OF
 DV2157'TRUCK TRAVEL, N 23 DEG 58 MIN W.
 DV2157
 DV2157                          STATION RECOVERY (1949)
 DV2157
 DV2157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DV2157'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 DV2157
 DV2157                          STATION RECOVERY (1958)
 DV2157
 DV2157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DV2157'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 DV2157
 DV2157                          STATION RECOVERY (1972)
 DV2157
 DV2157'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 DV2157'GENERAL LOCATION YUMA TO STEWART DAM
 DV2157'
 DV2157'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES
 DV2157'
 DV2157'STATION MARK STD. USC AND GS B.C.
 DV2157'
 DV2157'REFERENCE MARKS GOOD
 DV2157
 DV2157                          STATION RECOVERY (1973)
 DV2157
 DV2157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DV2157'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 DV2157'
 DV2157'TO REACH FROM ARLINGTON, DRIVE ABOUT 5.4 MI SSW. ALONG OLD U.S.
 DV2157'HWY. 80 TO SIGN EL PASO NATURAL GAS CO.  GO ABOUT 3.3 MI W.
 DV2157'ALONG AGUA CALIENTE RD.  AT BEND IN RD. DRIVE 2.6 MI SW. ALONG
 DV2157'TRACK RD. TO RD. FORK.  TAKE LEFT TRACK RD. 1.3 MI S. AND E. TO
 DV2157'HARCAN MINE AND END OF TRUCK TRAVEL.  PACK 0.4 MI SW. TO TOP OF
 DV2157'WEBB MOUNTAIN AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1240 ***********************************************************************
 CY1240  DESIGNATION -  WEBB PEAK LOOKOUT TOWER
 CY1240  PID         -  CY1240
 CY1240  STATE/COUNTY-  AZ/GRAHAM
 CY1240  USGS QUAD   -  WEBB PEAK (1972)
 CY1240
 CY1240                         *CURRENT SURVEY CONTROL
 CY1240  ___________________________________________________________________
 CY1240* NAD 83(1992)-  32 42 41.28469(N)    109 55 21.89791(W)     ADJUSTED  
 CY1240* NAVD 88     -              **(meters)            **(feet)            
 CY1240  ___________________________________________________________________
 CY1240  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CY1240  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CY1240  HORZ ORDER  -  THIRD
 CY1240
 CY1240.The horizontal coordinates were established by classical geodetic methods
 CY1240.and adjusted by the National Geodetic Survey in August 1993.
 CY1240
 CY1240
 CY1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1240
 CY1240.The geoid height was determined by GEOID03.
 CY1240
 CY1240;                    North         East     Units Scale Factor Converg.
 CY1240;SPC AZ E     -   189,782.297   236,226.498   MT  0.99990645   +0 07 54.5
 CY1240;SPC AZ E     -   622,645.33    775,021.32   iFT  0.99990645   +0 07 54.5
 CY1240;UTM  12      - 3,619,813.940   600,961.022   MT  0.99972569   +0 34 55.9
 CY1240
 CY1240                          SUPERSEDED SURVEY CONTROL
 CY1240
 CY1240  NAD 83(1986)-  32 42 41.27999(N)    109 55 21.89666(W) AD(       ) 4
 CY1240  NAD 27      -  32 42 41.05100(N)    109 55 19.61500(W) AD(       ) 3
 CY1240
 CY1240.Superseded values are not recommended for survey control.
 CY1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1240.See file dsdata.txt to determine how the superseded data were derived.
 CY1240
 CY1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB0096119814(NAD 83)
 CY1240_MARKER: 57 = LOOKOUT TOWER
 CY1240
 CY1240  HISTORY     - Date     Condition        Report By
 CY1240  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1240
 CY1240                          STATION DESCRIPTION
 CY1240
 CY1240'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1222 ***********************************************************************
 CY1222  DESIGNATION -  WEBBER PEAK TARGET
 CY1222  PID         -  CY1222
 CY1222  STATE/COUNTY-  AZ/GRAHAM
 CY1222  USGS QUAD   -  WEBER PEAK (1985)
 CY1222
 CY1222                         *CURRENT SURVEY CONTROL
 CY1222  ___________________________________________________________________
 CY1222* NAD 83(1992)-  32 56 48.64521(N)    109 37 42.33606(W)     ADJUSTED  
 CY1222* NAVD 88     -              **(meters)            **(feet)            
 CY1222  ___________________________________________________________________
 CY1222  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 CY1222  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CY1222  HORZ ORDER  -  THIRD
 CY1222
 CY1222.The horizontal coordinates were established by classical geodetic methods
 CY1222.and adjusted by the National Geodetic Survey in August 1993.
 CY1222
 CY1222
 CY1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1222
 CY1222.The geoid height was determined by GEOID03.
 CY1222
 CY1222;                    North         East     Units Scale Factor Converg.
 CY1222;SPC AZ E     -   215,985.690   263,685.668   MT  0.99993122   +0 17 33.8
 CY1222;SPC AZ E     -   708,614.47    865,110.46   iFT  0.99993122   +0 17 33.8
 CY1222;UTM  12      - 3,646,228.982   628,208.478   MT  0.99980267   +0 44 45.8
 CY1222
 CY1222                          SUPERSEDED SURVEY CONTROL
 CY1222
 CY1222  NAD 83(1986)-  32 56 48.64105(N)    109 37 42.34034(W) AD(       ) 4
 CY1222  NAD 27      -  32 56 48.41500(N)    109 37 40.05100(W) AD(       ) 3
 CY1222
 CY1222.Superseded values are not recommended for survey control.
 CY1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1222.See file dsdata.txt to determine how the superseded data were derived.
 CY1222
 CY1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2820846229(NAD 83)
 CY1222
 CY1222  HISTORY     - Date     Condition        Report By
 CY1222  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1222  HISTORY     - 1955     GOOD             CGS
 CY1222
 CY1222                          STATION DESCRIPTION
 CY1222
 CY1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY1222'THE TARGET IS LOCATED ON A PEAK KNOWN AS WEBBER PEAK ABOUT
 CY1222'N OF SAFFORD AIRPORT.  THIS NAME AND LOCATION CHECKED WITH
 CY1222'THE LOCAL OFFICE OF THE U.S. FOREST SERVICE.  THE TARGET
 CY1222'IS A TRIPOD ABOUT 10 FT. HIGH AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2001 ***********************************************************************
 DU2001  DESIGNATION -  WEBSTER
 DU2001  PID         -  DU2001
 DU2001  STATE/COUNTY-  AZ/GILA
 DU2001  USGS QUAD   -  INSPIRATION (1982)
 DU2001
 DU2001                         *CURRENT SURVEY CONTROL
 DU2001  ___________________________________________________________________
 DU2001* NAD 83(1992)-  33 27 12.37108(N)    110 56 46.64117(W)     ADJUSTED  
 DU2001* NAVD 88     -      1762.0    (meters)    5781.     (feet)  VERTCON   
 DU2001  ___________________________________________________________________
 DU2001  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 DU2001  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DU2001  HORZ ORDER  -  FIRST
 DU2001
 DU2001.The horizontal coordinates were established by classical geodetic methods
 DU2001.and adjusted by the National Geodetic Survey in August 1993.
 DU2001
 DU2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2001
 DU2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2001
 DU2001.The geoid height was determined by GEOID03.
 DU2001
 DU2001;                    North         East     Units Scale Factor Converg.
 DU2001;SPC AZ E     -   272,308.299   140,883.091   MT  0.99996474   -0 25 47.3
 DU2001;SPC AZ E     -   893,399.93    462,214.87   iFT  0.99996474   -0 25 47.3
 DU2001;UTM  12      - 3,701,558.070   504,991.616   MT  0.99960031   +0 01 46.6
 DU2001
 DU2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2001!SPC AZ E     -   0.99972779  x   0.99996474  =   0.99969254
 DU2001!UTM  12      -   0.99972779  x   0.99960031  =   0.99932821
 DU2001
 DU2001|---------------------------------------------------------------------|
 DU2001| PID    Reference Object                     Distance      Geod. Az  |
 DU2001|                                                           dddmmss.s |
 DU2001| CD3809 WEBSTER RM 1                          2.688 METERS 07224     |
 DU2001| CD3808 WEBSTER AZ MK                                      1910310.8 |
 DU2001| CD3810 WEBSTER RM 2                          4.456 METERS 34206     |
 DU2001|---------------------------------------------------------------------|
 DU2001
 DU2001                          SUPERSEDED SURVEY CONTROL
 DU2001
 DU2001  NAD 83(1986)-  33 27 12.36629(N)    110 56 46.64266(W) AD(       ) 1
 DU2001  NAD 27      -  33 27 12.17600(N)    110 56 44.22900(W) AD(       ) 1
 DU2001  NGVD 29 (07/19/86) 1761.3    (m)         5779.     (f) VERT ANG    3  
 DU2001
 DU2001.Superseded values are not recommended for survey control.
 DU2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2001.See file dsdata.txt to determine how the superseded data were derived.
 DU2001
 DU2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0499201558(NAD 83)
 DU2001_MARKER: DD = SURVEY DISK
 DU2001_SETTING: 80 = SET IN A BOULDER
 DU2001_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DU2001
 DU2001  HISTORY     - Date     Condition        Report By
 DU2001  HISTORY     - 1947     MONUMENTED       USGS
 DU2001  HISTORY     - 1967     GOOD             AMS
 DU2001
 DU2001                          STATION DESCRIPTION
 DU2001
 DU2001'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (DHK)
 DU2001'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF MIAMI AND
 DU2001'ABOUT 2.5 MILES NORTH OF THE CASTLE DOME COPPER CO. RESIDENCE
 DU2001'AREA, IT IS ON THE EXTREME NORTHWEST END OF THE MAIN SUMMIT
 DU2001'AND SLIGHTLY LOWER THAN THE HIGHEST POINT WHICH IS ABOUT 600
 DU2001'FEET TO THE SOUTHEAST, IT IS 60 FEET SOUTHEAST OF THE NORTHWEST
 DU2001'END OF RIDGE, 30 FEET SOUTHWEST OF THE NORTHEAST SIDE, AND
 DU2001'20 FEET NORTHEAST OF THE SOUTHWEST RIM, A U.S.G.S. DISK SET
 DU2001'IN A BOULDER WHICH PROJECTS 12 INCHES AND STAMPED WEBSTER
 DU2001'1944.
 DU2001'
 DU2001'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 DU2001'THE STATION, PROJECTS ABOUT 24 INCHES AND STAMPED WEBSTER
 DU2001'NO 1 USGS 1946.
 DU2001'
 DU2001'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 DU2001'STATION, PROJECTS APPROXIMATELY 3 FEET AND STAMPED WEBSTER
 DU2001'NO 2 USGS 1946.
 DU2001'
 DU2001'THE AZIMUTH MARK IS 30 PACES NORTH OF THE HIGHEST POINT AND
 DU2001'A 4 FOOT ROCK CAIRN, PROJECTS 4 FEET AND STAMPED WEBSTER 1946.
 DU2001'
 DU2001'TO REACH FROM THE VALLEY NATIONAL BANK IN MIAMI.  GO WEST ON
 DU2001'ROUTES 60 AND 70 FOR 5.0 MILES TO JUNCTION OF CASTLE DOME
 DU2001'ROAD.  TURN RIGHT ON CASTLE DOME ROAD AND GO 3.0 MILES TO A
 DU2001'GUARD STATION ON RIGHT AND RESERVOIR ON THE LEFT.  CONTINUE FOR
 DU2001'0.95 MILE TO A REVERSE Y AND SIGN CASTLE DOME RESIDENCE 0.5
 DU2001'MILE.  TURN SHARP RIGHT AND GO 0.7 MILE TO THE LAST BUILDING
 DU2001'(A GARAGE) OF THE RESIDENCE AREA AND THE END OF TRUCK TRAVEL.
 DU2001'FROM THIS POINT, CROSS FENCE AND GO UP BANK TO A SMALL
 DU2001'CLEARING, FROM THIS CLEARING A TRAIL IS VISIBLE ACROSS THE
 DU2001'SMALL WASH TO THE EAST, KEEP TO THE WEST SIDE OF THE WASH
 DU2001'AND PACK NORTH FOR ABOUT 150 YARDS TO THE TRAIL.  THENCE
 DU2001'FOLLOW THE TRAIL FOR ABOUT 1.0 MILE TO TOP OF THE FIRST
 DU2001'HIGH RIDGE TO WHERE IT ENDS IN A SADDLE.  FROM HERE
 DU2001'CONTINUE ON UP THE LONG RIDGE KEEPING CLOSE TO THE WEST RIM
 DU2001'OF THE RIDGE TO ITS TOP AT A CAIRN AND AZIMUTH MARK.
 DU2001'THENCE CONTINUE DOWN ACROSS THE LOW SADDLE AND UP THE STEEP
 DU2001'RIDGE TO THE HIGHEST POINT AND FENCE LINE.  THENCE
 DU2001'ANGLE LEFT ABOUT 200 YARDS TO THE NORTHWEST END OF THE RIDGE
 DU2001'AND STATION SITE AS DESCRIBED ABOVE.  A 2-HOUR PACK.
 DU2001
 DU2001                          STATION RECOVERY (1967)
 DU2001
 DU2001'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JM)
 DU2001'LOCATED APPROXIMATELY 10.0 AIRMILES (NW) OF GLOBE, 2.4 AIRMILES
 DU2001'(N) OF CASTLE DOME COPPER COMPANY.
 DU2001'
 DU2001'TO REACH FROM GLOBE P.O. TAKE HWY 60-70 (W) TO JCT STATE
 DU2001'HWY 88, GO RIGHT (N) 5.3 MI TO LAVINE RANCH, GO LEFT (W) 2.2
 DU2001'MI. TO FORK OF ROAD, TAKE LEFT FORK (W) FOR 0.5 MI TO J. PLEICH
 DU2001'CAMP, CONTINUE (W) 0.3 MI TO FORK BABICH CAMP, CONTINUE (SW)
 DU2001'ON ROAD 2.8 MI PASSING OLD HOUSE, COMING TO GATE TAKE LEFT
 DU2001'FORK (S) 1.4 MI TO Y INTERSECTION, GO RIGHT (SW) FOR 0.4 MI
 DU2001'TO HOUSE, FOLLOW TRAIL THRU GATE (W) 1.1 MI TO END OF FOUR
 DU2001'WHEEL DRIVE, GO (SW) TO CENTER OF RIDGE LINE, AT RIDGE GO RIGHT
 DU2001'(NW) 150 FT TO STATION.
 DU2001'
 DU2001'STATION IS AT EXTREME N.E. END OF MAIN RIDGE.  STATION IS
 DU2001'NOT HIGHEST POINT OF RIDGE.  PACKING TIME IS 1 HOUR AND 30 MIN.
 DU2001'
 DU2001'STATION MARK IS A STANDARD USGS DISK SET ON TOP OF A ROCK, 1.0
 DU2001'FT ABOVE THE GROUND, STAMPED WEBSTER USGS 1944.
 DU2001'
 DU2001'R.M. 1 IS A STANDARD USC AND GS DISK SET IN A ROCK STAMPED
 DU2001'R.M.-1-1946.  WEBSTER NO 1 USGS 1946.
 DU2001'
 DU2001'R.M. 2 IS A STANDARD USC AND GS DISK SET IN A ROCK STAMPED
 DU2001'R.M.-2-1946.  WEBSTER NO 2 USGS 1946.
 DU2001'
 DU2001'(NOTE--)R.M.S WERE SET IN BY USC AND GS 1946.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2087 ***********************************************************************
 DU2087  DESIGNATION -  WEEKS
 DU2087  PID         -  DU2087
 DU2087  STATE/COUNTY-  AZ/MARICOPA
 DU2087  USGS QUAD   -  APACHE JUNCTION (1982)
 DU2087
 DU2087                         *CURRENT SURVEY CONTROL
 DU2087  ___________________________________________________________________
 DU2087* NAD 83(1992)-  33 29 44.66314(N)    111 30 34.40531(W)     ADJUSTED  
 DU2087* NAVD 88     -       775.     (meters)    2543.     (feet)  SCALED    
 DU2087  ___________________________________________________________________
 DU2087  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DU2087  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DU2087  HORZ ORDER  -  SECOND
 DU2087
 DU2087.The horizontal coordinates were established by classical geodetic methods
 DU2087.and adjusted by the National Geodetic Survey in August 1993.
 DU2087
 DU2087.The orthometric height was scaled from a topographic map.
 DU2087
 DU2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2087
 DU2087.The geoid height was determined by GEOID03.
 DU2087
 DU2087;                    North         East     Units Scale Factor Converg.
 DU2087;SPC AZ C     -   276,802.153   251,187.858   MT  0.99991764   +0 13 28.8
 DU2087;SPC AZ C     -   908,143.55    824,107.15   iFT  0.99991764   +0 13 28.8
 DU2087;UTM  12      - 3,706,363.051   452,667.040   MT  0.99962762   -0 16 52.4
 DU2087
 DU2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2087!SPC AZ C     -   0.99988298  x   0.99991764  =   0.99980063
 DU2087!UTM  12      -   0.99988298  x   0.99962762  =   0.99951064
 DU2087
 DU2087|---------------------------------------------------------------------|
 DU2087| PID    Reference Object                     Distance      Geod. Az  |
 DU2087|                                                           dddmmss.s |
 DU2087| CH5712 WEEKS RM 1                            2.972 METERS 09445     |
 DU2087| CH5711 WEEKS AZ MK                                        1041748.8 |
 DU2087| CZ2024 PHOENIX TUCSON AWY BCN 5            APPROX.75.0 KM 1841052.7 |
 DU2087| DU2118 SACATON PEAK AIR BEACON             APPROX.56.7 KM 1954711.3 |
 DU2087| CH5713 WEEKS RM 2                            4.294 METERS 20404     |
 DU2087| DU2134 PHOENIX TUCSON AWY BCN 2            APPROX.43.9 KM 2190955.8 |
 DU2087|---------------------------------------------------------------------|
 DU2087
 DU2087                          SUPERSEDED SURVEY CONTROL
 DU2087
 DU2087  NAD 83(1986)-  33 29 44.65794(N)    111 30 34.40849(W) AD(       ) 2
 DU2087  NAD 27      -  33 29 44.49100(N)    111 30 31.92800(W) AD(       ) 2
 DU2087
 DU2087.Superseded values are not recommended for survey control.
 DU2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2087.See file dsdata.txt to determine how the superseded data were derived.
 DU2087
 DU2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC5266706363(NAD 83)
 DU2087_MARKER: DS = TRIANGULATION STATION DISK
 DU2087_SETTING: 66 = SET IN ROCK OUTCROP
 DU2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2087+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2008
 DU2087
 DU2087  HISTORY     - Date     Condition        Report By
 DU2087  HISTORY     - 1938     MONUMENTED       CGS
 DU2087  HISTORY     - 20081103 GOOD             GEOCAC
 DU2087
 DU2087                          STATION DESCRIPTION
 DU2087
 DU2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 DU2087'STATION IS LOCATED ABOUT 6 MILES AIRLINE NNE OF APACHE JUNCTION
 DU2087'AND 0.6 MILE SW OF COTTONWOOD SPRINGS ON HIGHEST POINT ON
 DU2087'W END OF FIRST RIDGE W OF COTTONWOOD SPRINGS.  IT IS ON A ROUGH,
 DU2087'ROCKY, FLAT-TOP BUTTE WITH CLIFFS TO S AND W AND STEEP BUT
 DU2087'GRADUAL SLOPE TO N AND E.  TOP OF HILL RUNS E AND W AND IS
 DU2087'ABOUT 100 FEET LONG IN OTHER DIRECTION N AND S IT IS ABOUT
 DU2087'25 FEET WIDE.
 DU2087'
 DU2087'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 DU2087'OUTCROPPING BEDROCK.  AZIMUTH
 DU2087'MARK IS A STANDARD BRONZE DISK IN A BOULDER.
 DU2087'
 DU2087'REACHED FROM MESA AS FOLLOWS--GO E ON U.S. 60, 18 MILES TO APACHE
 DU2087'JUNCTION.  TURN L, NE ON ARIZ. 88 AND GO 3.2 MILES TO A POWER
 DU2087'LINE CROSSING ROAD.  TURN L ON TRACK JUST BEFORE CROSSING
 DU2087'POWER LINE AND GO 0.3 MILE TO ROAD COMING IN FROM R.  CONTINUE
 DU2087'0.2 MILE TO JUNCTION OF POWER LINES AND E-W FENCE ABOUT 100
 DU2087'YARDS BEYOND.  PASS THRU GATE AND FOLLOW MAIN TRACK NORTHERLY
 DU2087'0.35 MILE TO FORK.  TAKE R FORK, STILL NORTHERLY, KEEPING TO
 DU2087'R OF OLD MINE, AND GO 0.55 MILE TO NATIONAL FOREST FENCE AND
 DU2087'GATE. PASS THRU GATE AND CONTINUE 2.3 MILES TO A SHARP DIP
 DU2087'IN ROAD.  JUST ON N SIDE OF THIS DIP IN ROAD WHICH IS A WASH
 DU2087'OR DRAW, TURN L, WESTERLY, AND FOLLOW ALONG SIDE HILL
 DU2087'KEEPING JUST N OF WASH 0.15 MILE TO END OF TRUCK TRAVEL AND
 DU2087'AZIMUTH MARK IN LARGE BOULDER.  HERE PACK WESTERLY
 DU2087'CONTINUING ALONG R OR N SIDE OF WASH TO A SADDLE ABOUT 0.2
 DU2087'MILE DISTANT. THEN PACK TO NW ABOUT 0.2 MILE TO SMALLER
 DU2087'SADDLE.  THENCE W AROUND N SIDE OF ROCK BACKBONE UP SHORT
 DU2087'STEEP CLIMB ABOUT 200 YARDS TO STATION.
 DU2087'
 DU2087'AZIMUTH AS NOTED IS AT END OF TRUCK TRAVEL, IN A LARGE BOULDER
 DU2087'ABOUT 3 FEET HIGH, 4 FEET LONG, AND 2-1/2 FEET THICK, ABOUT
 DU2087'30 YARDS N OF WASH OR DRAW THAT GOES UP TOWARDS FIRST SADDLE
 DU2087'ON WAY TO STATION.
 DU2087
 DU2087                          STATION RECOVERY (2008)
 DU2087
 DU2087'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU2087'RECOVERED STATION WEEKS AND RM 2 IN GOOD CONDITION.  DID NOT LOCATE
 DU2087'RM 1 BUT NOT MAKE THOROUGH SEARCH FOR IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1111 ***********************************************************************
 ES1111  DESIGNATION -  WEIMER
 ES1111  PID         -  ES1111
 ES1111  STATE/COUNTY-  AZ/COCONINO
 ES1111  USGS QUAD   -  CHEVELON CROSSING (1965)
 ES1111
 ES1111                         *CURRENT SURVEY CONTROL
 ES1111  ___________________________________________________________________
 ES1111* NAD 83(1992)-  34 30 36.90315(N)    110 47 05.83601(W)     ADJUSTED  
 ES1111* NAVD 88     -      2125.     (meters)    6972.     (feet)  SCALED    
 ES1111  ___________________________________________________________________
 ES1111  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 ES1111  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES1111  HORZ ORDER  -  SECOND
 ES1111
 ES1111.The horizontal coordinates were established by classical geodetic methods
 ES1111.and adjusted by the National Geodetic Survey in August 1993.
 ES1111
 ES1111.The orthometric height was scaled from a topographic map.
 ES1111
 ES1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1111
 ES1111.The geoid height was determined by GEOID03.
 ES1111
 ES1111;                    North         East     Units Scale Factor Converg.
 ES1111;SPC AZ C     -   389,830.278   317,275.753   MT  1.00003306   +0 38 28.4
 ES1111;SPC AZ C     - 1,278,970.73  1,040,930.95   iFT  1.00003306   +0 38 28.4
 ES1111;UTM  12      - 3,818,754.926   519,739.480   MT  0.99960480   +0 07 18.6
 ES1111
 ES1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1111!SPC AZ C     -   0.99967028  x   1.00003306  =   0.99970333
 ES1111!UTM  12      -   0.99967028  x   0.99960480  =   0.99927521
 ES1111
 ES1111|---------------------------------------------------------------------|
 ES1111| PID    Reference Object                     Distance      Geod. Az  |
 ES1111|                                                           dddmmss.s |
 ES1111| CD3812 WEIMER RM 1                          15.346 METERS 05630     |
 ES1111| CD3813 WEIMER RM 2                          17.587 METERS 12110     |
 ES1111| CD3811 WEIMER AZ MK                                       2340759.3 |
 ES1111| FQ0600 LOS ANGELES ALBUQ AWY BCN 43 B      APPROX.77.1 KM 3292113.8 |
 ES1111|---------------------------------------------------------------------|
 ES1111
 ES1111                          SUPERSEDED SURVEY CONTROL
 ES1111
 ES1111  NAD 83(1986)-  34 30 36.89708(N)    110 47 05.84006(W) AD(       ) 2
 ES1111  NAD 27      -  34 30 36.77200(N)    110 47 03.38000(W) AD(       ) 2
 ES1111
 ES1111.Superseded values are not recommended for survey control.
 ES1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1111.See file dsdata.txt to determine how the superseded data were derived.
 ES1111
 ES1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1973918755(NAD 83)
 ES1111_MARKER: DS = TRIANGULATION STATION DISK
 ES1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1111
 ES1111  HISTORY     - Date     Condition        Report By
 ES1111  HISTORY     - 1936     MONUMENTED       CGS
 ES1111  HISTORY     - 1938     GOOD             CGS
 ES1111
 ES1111                          STATION DESCRIPTION
 ES1111
 ES1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1111'ABOUT 36 MILES SOUTH OF WINSLOW, IN THE SITGREAVES NATIONAL
 ES1111'FOREST, 12-1/2 MILES NORTHWEST OF HEBER, 5 MILES WEST-NORTHWEST
 ES1111'OF WYRICK RANCH, ON THE HIGHEST POINT AT THE NORTHEAST END OF THE
 ES1111'HEAVILY TIMBERED RIDGE EXTENDING NORTHEAST AND SOUTHWEST ALONG
 ES1111'THE EAST SIDE OF EAST CHEVALON CANYON, 1/2 MILE WEST OF THE
 ES1111'FOREST SERVICE ROAD RUNNING NORTHEASTERLY ALONG THE DIVIDE, IN A
 ES1111'SMALL OPEN GLADE, 60 YARDS SOUTH-SOUTHEAST OF A LARGE DEAD
 ES1111'SNAG, 35 FEET NORTH BY WEST OF A 2-1/2-FOOT PINE TREE WITH
 ES1111'TRIANGLE BLAZE ON ITS SOUTH SIDE.  STATION MARK AS DESCRIBED.
 ES1111'
 ES1111'REFERENCE MARK NO. 1 IS EAST BY NORTH OF THE STATION, IN AN OPEN
 ES1111'SPACE, FLUSH WITH THE GROUND.
 ES1111'
 ES1111'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, IN TOP OF
 ES1111'A FLAT LEDGE OF ROCK.
 ES1111'
 ES1111'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE (880 FEET)
 ES1111'WEST-SOUTHWEST OF THE STATION ALONG THE RIDGE, IN AN OPEN SPACE
 ES1111'JUST WEST OF A SMALL STAND OF DEAD TIMBER, IN TOP OF A FLAT
 ES1111'LEDGE.
 ES1111'
 ES1111'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 260
 ES1111'AT HOLBROOK, GO SOUTH ON COMBINED HIGHWAYS U.S. 66 AND 260 AND
 ES1111'STATE 77 FOR 0.9 MILE AND BEAR RIGHT WITH STATE HIGHWAY 77,
 ES1111'THENCE 2.2 MILES AND BEAR RIGHT ON THE HEBER ROAD JUST AFTER
 ES1111'CROSSING RAILROAD TRACKS, THENCE SOUTHWEST ON THE MAIN ROAD FOR
 ES1111'ABOUT 44 MILES TO THE STORE AT HEBER.  THENCE SOUTH ON THE MAIN
 ES1111'ROAD FOR 0.5 MILE AND KEEP RIGHT FORK AT SIGN HOLBROOK-YOUNG
 ES1111'HIGHWAY, THENCE 1.1 MILES AND KEEP THE RIGHT FORK AT SIGN
 ES1111'MORMON CROSSING 7 MILES, THENCE 1.5 MILES AND BEAR LEFT ON
 ES1111'TRACK ROAD AT SIGN NELSON TANK 1-1/2 MILES, ETC, THENCE WEST
 ES1111'FOR 1.6 MILES AND PASS THROUGH GATE AT NELSON TANK.  THENCE
 ES1111'GENERALLY WEST ON THE MAIN-TRAVELED ROAD FOR 3.4 MILES AND
 ES1111'KEEP STRAIGHT AHEAD ON LEFT FORK AT AN OLD BOARD SIGN, THENCE
 ES1111'4.8 MILES, OR 1.4 MILES PAST A FOREST SERVICE SIGN HEBER 12
 ES1111'MILES, AND KEEP STRAIGHT AHEAD ON THE RIGHT FORK AT THE
 ES1111'BOTTOM OF A CANYON, THENCE 0.5 MILE AND TURN SHARP RIGHT ON
 ES1111'T-ROAD AT TOP OF GRADE, THENCE GENERALLY WEST ALONG THE
 ES1111'TELEPHONE LINE FOR 3.5 MILES AND TURN RIGHT AT DIM
 ES1111'CROSSROADS, THENCE NORTHEAST 4.4 MILES TO
 ES1111'TRIANGLE-BLAZED PINE TREE ON THE LEFT.  TURN LEFT OFF THE ROAD
 ES1111'AND FOLLOW WINDING LINE OF BLAZES WESTERLY THROUGH THE WOODS FOR
 ES1111'0.7 MILE TO THE TRIANGLE-BLAZED PINE TREE AND THE STATION, ON THE
 ES1111'SUMMIT OF THE RIDGE.
 ES1111'
 ES1111'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 ES1111
 ES1111                          STATION RECOVERY (1938)
 ES1111
 ES1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 ES1111'THE FOLLOWING IS A DESCRIPTION OF THE ROUTE TO STATION FOLLOWED
 ES1111'BY PARTY IN 1938.
 ES1111'
 ES1111'STATION IS LOCATED ABOUT 11-1/2 MILES WEST AND 5-1/2 MILES
 ES1111'NORTH OF THE TOWN OF HEBER ON A FLAT-TOPPED RIDGE ABOUT 2.0 MILES
 ES1111'EAST OF CHEVALON CANYON IN THE NORTH CENTRAL PART OF THE
 ES1111'SITGREAVES NATIONAL FOREST.
 ES1111'
 ES1111'TO REACH STATION FROM YOUNG POST OFFICE GO NORTHERLY ON THE
 ES1111'YOUNG-HEBER ROAD ABOUT 26.0 MILES TO THE JUNCTION WITH THE RIM
 ES1111'ROAD, CONTINUE ON YOUNG-HEBER ROAD 4.9 MILES TO SIGN WILBUR
 ES1111'RANCH 2-1/2 MILES, TURN LEFT (NORTHERLY) ON TRACK ROAD 0.85 MILE
 ES1111'TO FORK, TAKE RIGHT FORK 1.65 MILES TO T-ROAD, TAKE LEFT ROAD
 ES1111'NORTHERLY 6.3 MILES TO A WELL DEFINED FORK, TAKE LEFT FORK 4.4
 ES1111'MILES TO AN 8-INCH TRIANGLE BLAZE ON LARGE PINE ON LEFT OF
 ES1111'ROAD, FROM BLAZE FOLLOW DIM TRACKS NORTHWEST ALONG A WINDING
 ES1111'LINE OF BLAZES 0.9 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1236 ***********************************************************************
 DB1236  DESIGNATION -  WELL
 DB1236  PID         -  DB1236
 DB1236  STATE/COUNTY-  AZ/YUMA
 DB1236  USGS QUAD   -  RED BLUFF MOUNTAIN EAST (1986)
 DB1236
 DB1236                         *CURRENT SURVEY CONTROL
 DB1236  ___________________________________________________________________
 DB1236* NAD 83(1992)-  32 48 36.25341(N)    114 00 20.19043(W)     ADJUSTED  
 DB1236* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 DB1236  ___________________________________________________________________
 DB1236  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DB1236  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DB1236  HORZ ORDER  -  FIRST
 DB1236
 DB1236.The horizontal coordinates were established by classical geodetic methods
 DB1236.and adjusted by the National Geodetic Survey in August 1993.
 DB1236
 DB1236.The orthometric height was scaled from a topographic map.
 DB1236
 DB1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1236
 DB1236.The geoid height was determined by GEOID03.
 DB1236
 DB1236;                    North         East     Units Scale Factor Converg.
 DB1236;SPC AZ W     -   200,725.551   189,423.082   MT  0.99994040   -0 08 18.6
 DB1236;SPC AZ W     -   658,548.40    621,466.80   iFT  0.99994040   -0 08 18.6
 DB1236;UTM  11      - 3,634,203.741   780,374.451   MT  1.00056941   +1 37 24.9
 DB1236;UTM  12      - 3,634,233.577   218,574.875   MT  1.00057669   -1 37 46.8
 DB1236
 DB1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1236!SPC AZ W     -   0.99998104  x   0.99994040  =   0.99992144
 DB1236!UTM  11      -   0.99998104  x   1.00056941  =   1.00055044
 DB1236!UTM  12      -   0.99998104  x   1.00057669  =   1.00055772
 DB1236
 DB1236|---------------------------------------------------------------------|
 DB1236| PID    Reference Object                     Distance      Geod. Az  |
 DB1236|                                                           dddmmss.s |
 DB1236| CF1711 WELL RM 1                            28.183 METERS 07351     |
 DB1236| CF1712 WELL RM 2                            29.954 METERS 18614     |
 DB1236| DB1237 RADIUM                              APPROX. 8.5 KM 2245918.7 |
 DB1236| CF1710 WELL AZ MK                                         3540125.0 |
 DB1236|---------------------------------------------------------------------|
 DB1236
 DB1236                          SUPERSEDED SURVEY CONTROL
 DB1236
 DB1236  NAD 83(1986)-  32 48 36.24951(N)    114 00 20.19608(W) AD(       ) 1
 DB1236  NAD 27      -  32 48 36.09100(N)    114 00 17.43700(W) AD(       ) 1
 DB1236
 DB1236.Superseded values are not recommended for survey control.
 DB1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1236.See file dsdata.txt to determine how the superseded data were derived.
 DB1236
 DB1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS8037434204(NAD 83)
 DB1236_MARKER: DS = TRIANGULATION STATION DISK
 DB1236_SETTING: 80 = SET IN A BOULDER
 DB1236_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DB1236
 DB1236  HISTORY     - Date     Condition        Report By
 DB1236  HISTORY     - 1934     MONUMENTED       CGS
 DB1236
 DB1236                          STATION DESCRIPTION
 DB1236
 DB1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1236'STATION IS ON A ROLLING GRAVEL RIDGE JUST W OF A DESERT ROAD.  IT
 DB1236'IS ABOUT 9 MILES AIR LINE N OF TACNA AND ABOUT 12-1/2 MILES,
 DB1236'AIR LINE, NE OF WELLTON.
 DB1236'
 DB1236'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DB1236'IN DRILL HOLES IN BOULDERS.
 DB1236'
 DB1236'REACHED FROM WELLTON AS FOLLOWS--FOLLOW U.S. HIGHWAY 80 E FOR
 DB1236'7.1 MILES TO TACNA, TURN LEFT JUST W OF THE POST OFFICE, GO 2.8
 DB1236'MILES AND TAKE A LEFT FORK, AND CROSS THE RAILROAD TRACKS
 DB1236'ABOUT A 1/4 MILE AFTER CROSSING THE GILA RIVER, GO N 2.1 MILES
 DB1236'TO SIGN READING RADIUM HOT SPRINGS.  CONTINUE STRAIGHT AHEAD
 DB1236'AT THIS POINT.  GO 1 MILE AND JOG LEFT AT A FENCE CORNER AND
 DB1236'CONTINUE N 0.2 MILE AND TAKE THE RIGHT-HAND FORK OF THREE
 DB1236'ROADS, GO 3.3 MILES TO STATION WHICH IS ABOUT 25 FEET W OF
 DB1236'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1723 ***********************************************************************
 CZ1723  DESIGNATION -  WELL
 CZ1723  PID         -  CZ1723
 CZ1723  STATE/COUNTY-  AZ/PINAL
 CZ1723  USGS QUAD   -  MAMMOTH (1972)
 CZ1723
 CZ1723                         *CURRENT SURVEY CONTROL
 CZ1723  ___________________________________________________________________
 CZ1723* NAD 83(1992)-  32 41 47.16939(N)    110 43 49.95184(W)     ADJUSTED  
 CZ1723* NAVD 88     -      1204.5    (meters)    3952.     (feet)  VERTCON   
 CZ1723  ___________________________________________________________________
 CZ1723  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CZ1723  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CZ1723  HORZ ORDER  -  THIRD
 CZ1723
 CZ1723.The horizontal coordinates were established by classical geodetic methods
 CZ1723.and adjusted by the National Geodetic Survey in August 1993.
 CZ1723
 CZ1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1723
 CZ1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1723
 CZ1723.The geoid height was determined by GEOID03.
 CZ1723
 CZ1723;                    North         East     Units Scale Factor Converg.
 CZ1723;SPC AZ C     -   188,711.038   324,577.390   MT  1.00005248   +0 38 26.9
 CZ1723;SPC AZ C     -   619,130.70  1,064,886.45   iFT  1.00005248   +0 38 26.9
 CZ1723;UTM  12      - 3,617,666.705   525,257.511   MT  0.99960787   +0 08 44.0
 CZ1723
 CZ1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1723!SPC AZ C     -   0.99981534  x   1.00005248  =   0.99986781
 CZ1723!UTM  12      -   0.99981534  x   0.99960787  =   0.99942329
 CZ1723
 CZ1723|---------------------------------------------------------------------|
 CZ1723| PID    Reference Object                     Distance      Geod. Az  |
 CZ1723|                                                           dddmmss.s |
 CZ1723| CZ1747 WELL RM 1                             2.788 METERS 08520     |
 CZ1723| CZ1748 WELL RM 2                             2.901 METERS 18730     |
 CZ1723| CZ1889 SIGNAL                              APPROX. 2.7 KM 3301206.1 |
 CZ1723|---------------------------------------------------------------------|
 CZ1723
 CZ1723                          SUPERSEDED SURVEY CONTROL
 CZ1723
 CZ1723  NAD 83(1986)-  32 41 47.16688(N)    110 43 49.94739(W) AD(       ) 3
 CZ1723  NGVD 29 (05/20/88) 1203.8    (m)         3949.     (f) VERT ANG    3  
 CZ1723
 CZ1723.Superseded values are not recommended for survey control.
 CZ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1723.See file dsdata.txt to determine how the superseded data were derived.
 CZ1723
 CZ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2525817667(NAD 83)
 CZ1723_MARKER: DD = SURVEY DISK
 CZ1723_SETTING: 80 = SET IN A BOULDER
 CZ1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1723+STABILITY: SURFACE MOTION
 CZ1723
 CZ1723  HISTORY     - Date     Condition        Report By
 CZ1723  HISTORY     - 1946     MONUMENTED       USGS
 CZ1723
 CZ1723                          STATION DESCRIPTION
 CZ1723
 CZ1723'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CZ1723'LOCATED ABOUT 6.5 MI WSW. OF MAMMOTH, ABOUT 1 MI NE. OF OLD WELL.
 CZ1723'AT SOUTHERN POINT OF LOW SHARP PEAK.
 CZ1723'
 CZ1723'TO REACH FROM MAIN INTERSECTION IN MAMMOTH, DRIVE 1.35 MI N. ON
 CZ1723'STATE HWY. 77 TO DIRT RD.  GO LEFT 1.15 MI TO FORKS, TAKE LEFT
 CZ1723'FORK 4.3 MI TO OLD MINING CAMP ON LEFT, CONTINUE 0.8 MI TO RD.
 CZ1723'FORKS, TAKE LEFT FORK ABOUT 0.5 MI UP SMALL WASH TO END OF TRUCK
 CZ1723'TRAVEL.  PACK SW. UP HILL TO TOP AND STATION.  A 20-MINUTE PACK.
 CZ1723'
 CZ1723'STATION MARK--STANDARD TABLET STAMPED---WELL 1946---, SET IN ROCK.
 CZ1723'
 CZ1723'RM 1--STANDARD RM TABLET STAMPED---WELL NO 1 1946---, SET IN ROCK.
 CZ1723'
 CZ1723'RM 2--STANDARD RM TABLET STAMPED---WELL NO 2 1946---, SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2401 ***********************************************************************
 CZ2401  DESIGNATION -  WELL
 CZ2401  PID         -  CZ2401
 CZ2401  STATE/COUNTY-  AZ/PINAL
 CZ2401  USGS QUAD   -  ORACLE JUNCTION (1988)
 CZ2401
 CZ2401                         *CURRENT SURVEY CONTROL
 CZ2401  ___________________________________________________________________
 CZ2401* NAD 83(1992)-  32 31 48.28128(N)    110 55 26.19202(W)     ADJUSTED  
 CZ2401* NAVD 88     -      1028.6    (meters)    3375.     (feet)  VERTCON   
 CZ2401  ___________________________________________________________________
 CZ2401  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CZ2401  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CZ2401  HORZ ORDER  -  SECOND
 CZ2401
 CZ2401.The horizontal coordinates were established by classical geodetic methods
 CZ2401.and adjusted by the National Geodetic Survey in August 1993.
 CZ2401
 CZ2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2401
 CZ2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2401
 CZ2401.The geoid height was determined by GEOID03.
 CZ2401
 CZ2401;                    North         East     Units Scale Factor Converg.
 CZ2401;SPC AZ C     -   170,076.741   306,614.619   MT  1.00000720   +0 32 01.9
 CZ2401;SPC AZ C     -   557,994.56  1,005,953.47   iFT  1.00000720   +0 32 01.9
 CZ2401;UTM  12      - 3,599,195.869   507,142.426   MT  0.99960063   +0 02 27.2
 CZ2401
 CZ2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2401!SPC AZ C     -   0.99984300  x   1.00000720  =   0.99985020
 CZ2401!UTM  12      -   0.99984300  x   0.99960063  =   0.99944370
 CZ2401
 CZ2401|---------------------------------------------------------------------|
 CZ2401| PID    Reference Object                     Distance      Geod. Az  |
 CZ2401|                                                           dddmmss.s |
 CZ2401| CS5924 WELL RM 1                             9.102 METERS 23525     |
 CZ2401| CS5925 WELL RM 2                             9.120 METERS 33134     |
 CZ2401|---------------------------------------------------------------------|
 CZ2401
 CZ2401                          SUPERSEDED SURVEY CONTROL
 CZ2401
 CZ2401  NAD 83(1986)-  32 31 48.27715(N)    110 55 26.18512(W) AD(       ) 2
 CZ2401  NGVD 29 (05/15/91) 1027.9    (m)         3372.     (f) VERT ANG    3  
 CZ2401
 CZ2401.Superseded values are not recommended for survey control.
 CZ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2401.See file dsdata.txt to determine how the superseded data were derived.
 CZ2401
 CZ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0714299196(NAD 83)
 CZ2401_MARKER: DS = TRIANGULATION STATION DISK
 CZ2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2401+STABILITY: SURFACE MOTION
 CZ2401
 CZ2401  HISTORY     - Date     Condition        Report By
 CZ2401  HISTORY     - 1983     MONUMENTED       AZDT
 CZ2401
 CZ2401                          STATION DESCRIPTION
 CZ2401
 CZ2401'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CZ2401'THE STATION IS LOCATED 2 MILES EAST SOUTHEAST OF ORACLE JUNCTION, 1/4
 CZ2401'MILE EAST OF U.S. HIGHWAY 89 AND ON THE CREST OF A RIDGE.
 CZ2401'
 CZ2401'THE STATION MARK IS AN AZDT DISK STAMPED---WELL 1983---.  IT IS SET IN
 CZ2401'TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET SOUTHWEST OF A WITNESS POST.
 CZ2401'
 CZ2401'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WELL RM 1 1983---.  IT IS
 CZ2401'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2401'
 CZ2401'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WELL RM 2 1983---.  IT IS
 CZ2401'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CZ2401'
 CZ2401'TO REACH THE STATION FROM THE POST OFFICE IN CATALINA TRAVEL NORTH ON
 CZ2401'U.S. HIGHWAY 89 FOR 1.9 MILES TO A WIRE GATE ON THE RIGHT AT MILE POST
 CZ2401'88.85.  TRAVEL THROUGH GATE EASTERLY FOR 0.35 MILE TO A FORK.  TAKE
 CZ2401'THE LEFT FORK FOR 0.1 MILE TO A CORRAL.  TURN LEFT ON DIM TRACKS AT
 CZ2401'THE NORTHWEST CORNER OF THE CORRAL AND TRAVEL NORTH TO TOP OF RIDGE
 CZ2401'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI5120 ***********************************************************************
 AI5120  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5120  DESIGNATION -  WELL
 AI5120  PID         -  AI5120
 AI5120  STATE/COUNTY-  AZ/MOHAVE
 AI5120  USGS QUAD   -  NEEDLES NE (1970)
 AI5120
 AI5120                         *CURRENT SURVEY CONTROL
 AI5120  ___________________________________________________________________
 AI5120* NAD 83(2007)-  34 54 39.71653(N)    114 35 56.07388(W)     ADJUSTED  
 AI5120* NAVD 88     -       146.62   (meters)     481.0    (feet)  GPS OBS   
 AI5120  ___________________________________________________________________
 AI5120  EPOCH DATE  -        2007.00
 AI5120  X           -  -2,179,629.210 (meters)                     COMP
 AI5120  Y           -  -4,760,962.520 (meters)                     COMP
 AI5120  Z           -   3,629,843.765 (meters)                     COMP
 AI5120  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AI5120  ELLIP HEIGHT-         115.878 (meters)          (03/02/09) ADJUSTED
 AI5120  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AI5120
 AI5120  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5120  Type    PID    Designation                      North   East  Ellip
 AI5120  -------------------------------------------------------------------
 AI5120  NETWORK AI5120 WELL                              0.78   0.78   2.18
 AI5120  -------------------------------------------------------------------
 AI5120  ELLP ORDER  -  FOURTH    CLASS I
 AI5120
 AI5120.The horizontal coordinates were established by GPS observations
 AI5120.and adjusted by the National Geodetic Survey in February 2007.
 AI5120
 AI5120.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5120.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5120.The horizontal coordinates are valid at the epoch date displayed above.
 AI5120.The epoch date for horizontal control is a decimal equivalence
 AI5120.of Year/Month/Day.
 AI5120
 AI5120.The orthometric height was determined by GPS observations and a
 AI5120.high-resolution geoid model.
 AI5120.The orthometric height was determined by GPS observations and a
 AI5120.high-resolution geoid model using precise GPS observation and
 AI5120.processing techniques.
 AI5120
 AI5120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5120
 AI5120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5120
 AI5120.The ellipsoidal height was determined by GPS observations
 AI5120.and is referenced to NAD 83.
 AI5120
 AI5120.The geoid height was determined by GEOID03.
 AI5120
 AI5120;                    North         East     Units Scale Factor Converg.
 AI5120;SPC AZ W     -   434,048.523   135,785.013   MT  1.00000748   -0 29 09.1
 AI5120;SPC AZ W     - 1,424,043.71    445,488.89   iFT  1.00000748   -0 29 09.1
 AI5120;UTM  11      - 3,865,808.419   719,362.707   MT  1.00019311   +1 22 28.9
 AI5120
 AI5120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5120!SPC AZ W     -   0.99998181  x   1.00000748  =   0.99998929
 AI5120!UTM  11      -   0.99998181  x   1.00019311  =   1.00017492
 AI5120
 AI5120                          SUPERSEDED SURVEY CONTROL
 AI5120
 AI5120  ELLIP H (02/10/07)  115.797  (m)                       GP(2007.00)    
 AI5120  NAD 83(1992)-  34 54 39.71629(N)    114 35 56.07479(W) AD(1999.37) A
 AI5120  ELLIP H (05/16/00)  115.818  (m)                       GP(1999.37) 4 1
 AI5120
 AI5120.Superseded values are not recommended for survey control.
 AI5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5120.See file dsdata.txt to determine how the superseded data were derived.
 AI5120
 AI5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1936365808(NAD 83)
 AI5120_MARKER: DD = SURVEY DISK
 AI5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5120_STAMPING: GPS STA WELL 1999 RLS 10343
 AI5120_MARK LOGO: AZ-015
 AI5120_PROJECTION: PROJECTING 5 CENTIMETERS
 AI5120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5120+STABILITY: SURFACE MOTION
 AI5120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5120+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AI5120
 AI5120  HISTORY     - Date     Condition        Report By
 AI5120  HISTORY     - 1999     MONUMENTED       AZ-015
 AI5120  HISTORY     - 20080625 GOOD             GEOANA
 AI5120
 AI5120                          STATION DESCRIPTION
 AI5120
 AI5120'DESCRIBED BY MOHAVE COUNTY ARIZONA 1999
 AI5120'THE STATION WAS OBSERVED BY THE MOHAVE COUNTY.  TO REACH FROM THE
 AI5120'TRAIN STATION IN NEEDLES, CA GO WEST FOR 0.05 MILES (0.08 KM) TO F
 AI5120'STREET, THENCE SOUTH ON F STREET FOR 0.1 MILE (0.2 KM) TO BROADWAY,
 AI5120'THENCE NORTHWESTERLY (RIGHT) ON BROADWAY FOR 0.8 MILES, (1.3 KM)
 AI5120'ACROSS I-40 BUSINESS ROUTE OVERPASS TO NEEDLES HWY, THENCE EAST
 AI5120'(RIGHT) ON NEEDLES HWY FOR 0.2 MILES (0.3 KM) TO K STREET, THENCE
 AI5120'NORTH FOR 1.45 MILES (2.33 KM) ON K STREET ACROSS THE NEEDLES BRIDGE
 AI5120'AND THE COLORADO RIVER, ROAD NOW BECOMES STATE ROUTE 95, TO THE
 AI5120'INTERSECTION OF STATE ROUTE 95 AND COMMERCIAL WAY, THENCE WEST ON
 AI5120'COMMERCIAL WAY FOR 0.1 MILES (0.2 KM) TO THE STATION ON THE LEFT. THE
 AI5120'STATION IS IN THE SOUTHEAST CORNER OF THE YARD AT THE WILLOW VALLEY
 AI5120'WATER COMPANY AT 1430 EAST COMMERCIAL WAY.  CONTACT LENOARD SCHEID,
 AI5120'OPERATIONS MANAGER, PHONE NUMBER 520-768-4413.  THE STATION IS A 3-1/4
 AI5120'INCH ALUMINUM CAP SET ON A A 36 INCH LONG ALUMINUM ROD IN CONCRETE AND
 AI5120'PVC.  IT IS 91.2 FEET (27.8 M) NORTHEAST OF A FENCE CORNER, 79.7 FEET
 AI5120'(24.3 M) SOUTHEAST OF A BUILDING CORNER, 6.6 FEET (2.0 M) SOUTHEAST OF
 AI5120'A FENCE CORNER AND 1 FOOT (0.3 M) SOUTH OF A METAL SURVEY MARKER SIGN.
 AI5120
 AI5120                          STATION RECOVERY (2008)
 AI5120
 AI5120'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 AI5120'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2288 ***********************************************************************
 DU2288  DESIGNATION -  WELLS
 DU2288  PID         -  DU2288
 DU2288  STATE/COUNTY-  AZ/GRAHAM
 DU2288  USGS QUAD   -  GERONIMO (1989)
 DU2288
 DU2288                         *CURRENT SURVEY CONTROL
 DU2288  ___________________________________________________________________
 DU2288* NAD 83(1992)-  33 04 49.77292(N)    110 02 22.80151(W)     ADJUSTED  
 DU2288* NAVD 88     -       849.56   (+/-2cm)    2787.3    (feet)  VERTCON   
 DU2288  ___________________________________________________________________
 DU2288  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DU2288  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DU2288  HORZ ORDER  -  SECOND
 DU2288  VERT ORDER  -  THIRD ? (See Below)
 DU2288
 DU2288.The horizontal coordinates were established by classical geodetic methods
 DU2288.and adjusted by the National Geodetic Survey in August 1993.
 DU2288
 DU2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2288.The vertical order pertains to the NGVD 29 superseded value.
 DU2288
 DU2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2288
 DU2288.The geoid height was determined by GEOID03.
 DU2288
 DU2288;                    North         East     Units Scale Factor Converg.
 DU2288;SPC AZ E     -   230,684.854   225,216.549   MT  0.99990173   +0 04 09.5
 DU2288;SPC AZ E     -   756,840.07    738,899.44   iFT  0.99990173   +0 04 09.5
 DU2288;UTM  12      - 3,660,620.417   589,630.462   MT  0.99969905   +0 31 27.1
 DU2288
 DU2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2288!SPC AZ E     -   0.99987088  x   0.99990173  =   0.99977262
 DU2288!UTM  12      -   0.99987088  x   0.99969905  =   0.99956997
 DU2288
 DU2288|---------------------------------------------------------------------|
 DU2288| PID    Reference Object                     Distance      Geod. Az  |
 DU2288|                                                           dddmmss.s |
 DU2288| CS6073 WELLS RM 1                           13.863 METERS 05528     |
 DU2288| CS6074 WELLS RM 2                           13.463 METERS 21520     |
 DU2288|---------------------------------------------------------------------|
 DU2288
 DU2288                          SUPERSEDED SURVEY CONTROL
 DU2288
 DU2288  NAD 83(1986)-  33 04 49.76843(N)    110 02 22.80158(W) AD(       ) 2
 DU2288  NGVD 29 (06/21/91)  848.98   (m)         2785.4    (f) LEVELING    3  
 DU2288
 DU2288.Superseded values are not recommended for survey control.
 DU2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2288.See file dsdata.txt to determine how the superseded data were derived.
 DU2288
 DU2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB8963060620(NAD 83)
 DU2288_MARKER: DS = TRIANGULATION STATION DISK
 DU2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2288+STABILITY: SURFACE MOTION
 DU2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2288+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU2288
 DU2288  HISTORY     - Date     Condition        Report By
 DU2288  HISTORY     - 1985     MONUMENTED       AZDT
 DU2288  HISTORY     - 20081009 GOOD             GEOCAC
 DU2288
 DU2288                          STATION DESCRIPTION
 DU2288
 DU2288'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DU2288'THE STATION IS LOCATED 5-1/2 MILES NORTHWEST OF FORT THOMAS,-1/3 MILE
 DU2288'NORTHWEST OF GERONIMO AND 1/5 MILE NORTH OF U.S. HIGHWAY 70.
 DU2288'
 DU2288'THE STATION MARK IS AN AZDT DISK STAMPED---WELLS 1985---.  IT IS SET
 DU2288'IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 50 FEET SOUTHWEST OF A
 DU2288'FENCE LINE AND 4 FEET NORTHWEST OF THE WITNESS POST.
 DU2288'
 DU2288'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WELLS RM 1 1985---.  IT IS
 DU2288'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DU2288'
 DU2288'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WELLS RM 2 1985---.  IT IS
 DU2288'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 DU2288'
 DU2288'TO REACH THE STATION FROM THE POST OFFICE IN PIMA TRAVEL WEST ALONG
 DU2288'U.S. HIGHWAY 70 FOR 18 MILES TO THE TRADING POST OF GERONIMO ON THE
 DU2288'RIGHT, CONTINUE WEST ALONG U.S. 70 FOR 0.05 MILE TO A DIRT CROSSROAD.
 DU2288'TURN RIGHT AND BARE LEFT FOR 0.1 MILE TO A GATE.  PASS THROUGH THE
 DU2288'GATE AND TRAVEL NORTHWEST AND NORTHEAST FOR 0.25 MILE TO A FORK.  TAKE
 DU2288'LEFT FORK NORTHEAST FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK
 DU2288'PASSING A MOBILE HOME ON THE LEFT FOR 0.25 MILE TO A DIM FORK.  TAKE
 DU2288'THE DIM FORK ON THE LEFT FOR 0.1 MILE TO A FENCE LINE ON TOP OF THE
 DU2288'RIDGE AND THE STATION.
 DU2288
 DU2288                          STATION RECOVERY (2008)
 DU2288
 DU2288'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2288'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE TO-REACH WAS UNUSABLE,
 DU2288'SO THE SITE WAS ACCESSED BY CLIMBING THE WEST END OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0150 ***********************************************************************
 DB0150  DESIGNATION -  WELT
 DB0150  PID         -  DB0150
 DB0150  STATE/COUNTY-  AZ/YUMA
 DB0150  USGS QUAD   -  WELLTON (1982)
 DB0150
 DB0150                         *CURRENT SURVEY CONTROL
 DB0150  ___________________________________________________________________
 DB0150* NAD 83(1992)-  32 40 21.65775(N)    114 09 02.62068(W)     ADJUSTED  
 DB0150* NAVD 88     -        73.662  (meters)     241.67   (feet)  ADJUSTED  
 DB0150  ___________________________________________________________________
 DB0150  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 DB0150  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DB0150  DYNAMIC HT  -          73.578 (meters)     241.40  (feet)  COMP
 DB0150  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 DB0150
 DB0150  HORZ ORDER  -  SECOND
 DB0150  VERT ORDER  -  FIRST     CLASS II
 DB0150
 DB0150.The horizontal coordinates were established by classical geodetic methods
 DB0150.and adjusted by the National Geodetic Survey in August 1993.
 DB0150
 DB0150.The orthometric height was determined by differential leveling
 DB0150.and adjusted in June 1991.
 DB0150
 DB0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0150
 DB0150.The geoid height was determined by GEOID03.
 DB0150
 DB0150.The dynamic height is computed by dividing the NAVD 88
 DB0150.geopotential number by the normal gravity value computed on the
 DB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0150.degrees latitude (g = 980.6199 gals.).
 DB0150
 DB0150.The modeled gravity was interpolated from observed gravity values.
 DB0150
 DB0150;                    North         East     Units Scale Factor Converg.
 DB0150;SPC AZ W     -   185,532.313   175,775.395   MT  0.99995075   -0 12 58.8
 DB0150;SPC AZ W     -   608,701.81    576,690.93   iFT  0.99995075   -0 12 58.8
 DB0150;UTM  11      - 3,618,589.757   767,191.854   MT  1.00048041   +1 32 20.6
 DB0150
 DB0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0150!SPC AZ W     -   0.99999366  x   0.99995075  =   0.99994441
 DB0150!UTM  11      -   0.99999366  x   1.00048041  =   1.00047406
 DB0150
 DB0150:                Primary Azimuth Mark                     Grid Az
 DB0150:SPC AZ W     -  DYKE                                     176 04 13.5
 DB0150:UTM  11      -  DYKE                                     174 18 54.1
 DB0150
 DB0150|---------------------------------------------------------------------|
 DB0150| PID    Reference Object                     Distance      Geod. Az  |
 DB0150|                                                           dddmmss.s |
 DB0150| DB1252 DYKE                                APPROX. 1.9 KM 1755114.7 |
 DB0150|---------------------------------------------------------------------|
 DB0150
 DB0150                          SUPERSEDED SURVEY CONTROL
 DB0150
 DB0150  NAD 83(1986)-  32 40 21.65758(N)    114 09 02.62859(W) AD(       ) 2
 DB0150  NAD 27      -  32 40 21.48720(N)    114 08 59.85540(W) AD(       ) 2
 DB0150  NGVD 29 (??/??/??)   73.029  (m)          239.60   (f) ADJUSTED    1 2
 DB0150
 DB0150.Superseded values are not recommended for survey control.
 DB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0150.See file dsdata.txt to determine how the superseded data were derived.
 DB0150
 DB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6719218590(NAD 83)
 DB0150_MARKER: DS = TRIANGULATION STATION DISK
 DB0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0150_STAMPING: WELT
 DB0150_MARK LOGO: CGS   
 DB0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0150+STABILITY: SURFACE MOTION
 DB0150
 DB0150  HISTORY     - Date     Condition        Report By
 DB0150  HISTORY     - 1960     MONUMENTED       CGS
 DB0150  HISTORY     - 1967     GOOD             AZHD
 DB0150  HISTORY     - 1968     GOOD             NGS
 DB0150  HISTORY     - 1981     GOOD             NGS
 DB0150  HISTORY     - 1981     GOOD             NGS
 DB0150  HISTORY     - 1981     GOOD             NGS
 DB0150  HISTORY     - 1981     GOOD             NGS
 DB0150
 DB0150                          STATION DESCRIPTION
 DB0150
 DB0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB0150'THE STATION IS 1 BLOCK NORTH AND 2 BLOCKS WEST OF THE POST
 DB0150'AT WELLTON, 30 FEET EAST OF THE CENTER LINE OF A PAVED ROAD,
 DB0150'27 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD AND 4 FEET
 DB0150'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DB0150'
 DB0150'THE STATION, WITH UNDERGROUND MARK, STAMPED WELT 1960 IS A
 DB0150'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 DB0150'4 INCHES.
 DB0150'
 DB0150'NO REFERENCE OR AZIMUTH MARKS WERE SET.
 DB0150'
 DB0150'A 2-WHEEL DRIVE STATION.
 DB0150
 DB0150                          STATION RECOVERY (1967)
 DB0150
 DB0150'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967 (EHT)
 DB0150'NEW DESCRIPTION--THE STATION IS 1 BLOCK WEST OF NEW POST
 DB0150'OFFICE AT WELLTON, 1 BLOCK NORTH OF U.S. HIGHWAY 80, 30 FEET
 DB0150'EAST OF CENTERLINE OF A PAVED ROAD RUNNING NORTH FROM U.S.
 DB0150'80 AND 27 FEET NORTH OF CENTER LINE OF EAST-WEST GRAVEL ROAD
 DB0150'WHICH RUNS IN FRONT OF NEW POST OFFICE.
 DB0150'
 DB0150'STATION IS STAMPED WELT 1960 AND FOUND IN GOOD CONDITION.
 DB0150'WITNESS POST HAD BEEN KNOCKED DOWN AND A NEW POST WITH SIGN
 DB0150'WAS SET 2 FEET NORTHWEST OF STATION.
 DB0150
 DB0150                          STATION RECOVERY (1968)
 DB0150
 DB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DB0150'AT WELLTON.
 DB0150'THE MARK IS LOCATED 0.15 MILE WEST ALONG A DIRT STREET FROM THE
 DB0150'POST OFFICE IN WELLTON, 1 BLOCK NORTH OF U.S. HIGHWAY 80, ABOUT
 DB0150'300 FEET NORTHWEST OF A UNION 76 GAS STATION ON THE WEST EDGE OF
 DB0150'TOWN, IN THE NORTHEAST ANGULE OF THE INTERSECTION OF HINDMAN
 DB0150'STREET AND DIRT STREET, 2 FEET SOUTHWEST OF A METAL WITNESS POST
 DB0150'WITH SIGN AND NOT IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 DB0150'2 INCHES ABOVE THE GROUND SURFACE.
 DB0150
 DB0150                          STATION RECOVERY (1981)
 DB0150
 DB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB0150'THE STATION WAS RECOVERED AS DESCRIBED IN 1967.
 DB0150
 DB0150                          STATION RECOVERY (1981)
 DB0150
 DB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0150'RECOVERED IN GOOD CONDITION.
 DB0150
 DB0150                          STATION RECOVERY (1981)
 DB0150
 DB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0150'RECOVERED IN GOOD CONDITION.
 DB0150
 DB0150                          STATION RECOVERY (1981)
 DB0150
 DB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2288 ***********************************************************************
 DV2288  DESIGNATION -  WEND
 DV2288  PID         -  DV2288
 DV2288  STATE/COUNTY-  AZ/MARICOPA
 DV2288  USGS QUAD   -  SALOME (1990)
 DV2288
 DV2288                         *CURRENT SURVEY CONTROL
 DV2288  ___________________________________________________________________
 DV2288* NAD 83(1992)-  33 49 37.44921(N)    113 30 57.46970(W)     ADJUSTED  
 DV2288* NAVD 88     -       581.5    (meters)    1908.     (feet)  VERTCON   
 DV2288  ___________________________________________________________________
 DV2288  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DV2288  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV2288  HORZ ORDER  -  SECOND
 DV2288
 DV2288.The horizontal coordinates were established by classical geodetic methods
 DV2288.and adjusted by the National Geodetic Survey in August 1993.
 DV2288
 DV2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2288
 DV2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2288
 DV2288.The geoid height was determined by GEOID03.
 DV2288
 DV2288;                    North         East     Units Scale Factor Converg.
 DV2288;SPC AZ C     -   314,624.524    65,317.981   MT  1.00017010   -0 53 25.7
 DV2288;SPC AZ C     - 1,032,232.69    214,297.84   iFT  1.00017010   -0 53 25.7
 DV2288;SPC AZ W     -   313,509.225   235,023.678   MT  0.99993912   +0 07 49.0
 DV2288;SPC AZ W     - 1,028,573.57    771,075.06   iFT  0.99993912   +0 07 49.0
 DV2288;UTM  12      - 3,745,829.064   267,157.754   MT  1.00026841   -1 24 04.5
 DV2288
 DV2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2288!SPC AZ C     -   0.99991350  x   1.00017010  =   1.00008359
 DV2288!SPC AZ W     -   0.99991350  x   0.99993912  =   0.99985263
 DV2288!UTM  12      -   0.99991350  x   1.00026841  =   1.00018189
 DV2288
 DV2288|---------------------------------------------------------------------|
 DV2288| PID    Reference Object                     Distance      Geod. Az  |
 DV2288|                                                           dddmmss.s |
 DV2288| CS6664 WEND RM 1                            15.220 METERS 24535     |
 DV2288| CS6665 WEND RM 2                            15.085 METERS 34252     |
 DV2288|---------------------------------------------------------------------|
 DV2288
 DV2288                          SUPERSEDED SURVEY CONTROL
 DV2288
 DV2288  NAD 83(1986)-  33 49 37.44424(N)    113 30 57.47763(W) AD(       ) 2
 DV2288  NGVD 29 (11/27/91)  580.9    (m)         1906.     (f) VERT ANG    3  
 DV2288
 DV2288.Superseded values are not recommended for survey control.
 DV2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2288.See file dsdata.txt to determine how the superseded data were derived.
 DV2288
 DV2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC6715845829(NAD 83)
 DV2288_MARKER: DS = TRIANGULATION STATION DISK
 DV2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2288+STABILITY: SURFACE MOTION
 DV2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2288+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 DV2288
 DV2288  HISTORY     - Date     Condition        Report By
 DV2288  HISTORY     - 1985     MONUMENTED       AZDT
 DV2288  HISTORY     - 20060219 GOOD             USPSQD
 DV2288  HISTORY     - 20070210 GOOD             USPSQD
 DV2288
 DV2288                          STATION DESCRIPTION
 DV2288
 DV2288'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2288'THE STATION IS LOCATED 1-1/2 MILES SOUTHEAST OF WENDEN ALONG THE SOUTH
 DV2288'SIDE OF U.S. HIGHWAY 60.
 DV2288'
 DV2288'THE STATION MARK IS AN AZDT DISK STAMPED---WEND 1985---.  IT IS SET IN
 DV2288'TOP OF A 10 INCH CONCRETE MONUMENT 147 FEET SOUTHEAST OF THE CENTER
 DV2288'LINE OF U.S. HIGHWAY 60, 3 FEET NORTHWEST OF THE RIGHT OF WAY FENCE
 DV2288'AND 4 FEET SOUTHEAST OF THE WITNESS POST.
 DV2288'
 DV2288'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WEND RM 1 1985---.  IT IS
 DV2288'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 2 FEET NORTHWEST OF
 DV2288'THE RIGHT OF WAY FENCELINE.
 DV2288'
 DV2288'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WEND RM 2 1985---.  IT IS
 DV2288'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 52 FEET NORTHWEST OF
 DV2288'THE RIGHT OF WAY FENCE.
 DV2288'
 DV2288'TO REACH THE STATION FROM THE POST OFFICE IN WENDEN TRAVEL NORTHEAST
 DV2288'ALONG U.S. HIGHWAY 60 FOR 1.65 MILES TO MILE POST 63.1 AND THE STATION
 DV2288'ON THE RIGHT.
 DV2288
 DV2288                          STATION RECOVERY (2006)
 DV2288
 DV2288'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV2288'RECOVERED IN GOOD CONDITION.
 DV2288
 DV2288                          STATION RECOVERY (2007)
 DV2288
 DV2288'RECOVERY NOTE BY US POWER SQUADRON 2007 (CP)
 DV2288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0637 ***********************************************************************
 GP0637  DESIGNATION -  WEPO
 GP0637  PID         -  GP0637
 GP0637  STATE/COUNTY-  AZ/NAVAJO
 GP0637  USGS QUAD   -  PINON NW (1967)
 GP0637
 GP0637                         *CURRENT SURVEY CONTROL
 GP0637  ___________________________________________________________________
 GP0637* NAD 83(1992)-  36 12 30.02067(N)    110 09 45.31614(W)     ADJUSTED  
 GP0637* NAVD 88     -      2317.0    (meters)    7602.     (feet)  VERTCON   
 GP0637  ___________________________________________________________________
 GP0637  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 GP0637  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 GP0637  HORZ ORDER  -  FIRST
 GP0637
 GP0637.The horizontal coordinates were established by classical geodetic methods
 GP0637.and adjusted by the National Geodetic Survey in August 1993.
 GP0637
 GP0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0637
 GP0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0637
 GP0637.The geoid height was determined by GEOID03.
 GP0637
 GP0637;                    North         East     Units Scale Factor Converg.
 GP0637;SPC AZ E     -   577,628.084   213,726.758   MT  0.99990000   +0 00 08.7
 GP0637;SPC AZ E     - 1,895,105.26    701,203.27   iFT  0.99990000   +0 00 08.7
 GP0637;UTM  12      - 4,007,381.675   575,275.771   MT  0.99966982   +0 29 40.9
 GP0637
 GP0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0637!SPC AZ E     -   0.99963970  x   0.99990000  =   0.99953974
 GP0637!UTM  12      -   0.99963970  x   0.99966982  =   0.99930964
 GP0637
 GP0637|---------------------------------------------------------------------|
 GP0637| PID    Reference Object                     Distance      Geod. Az  |
 GP0637|                                                           dddmmss.s |
 GP0637| CD4136 WEPO RM 1                             6.883 METERS 11148     |
 GP0637| CD4137 WEPO RM 2                             4.852 METERS 18118     |
 GP0637| CD4135 WEPO AZ MK                                         1824806.6 |
 GP0637|---------------------------------------------------------------------|
 GP0637
 GP0637                          SUPERSEDED SURVEY CONTROL
 GP0637
 GP0637  NAD 83(1986)-  36 12 30.02282(N)    110 09 45.31500(W) AD(       ) 1
 GP0637  NAD 27      -  36 12 30.02700(N)    110 09 42.86100(W) AD(       ) 1
 GP0637  NGVD 29 (07/19/86) 2316.0    (m)         7598.     (f) VERT ANG    3  
 GP0637
 GP0637.Superseded values are not recommended for survey control.
 GP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0637.See file dsdata.txt to determine how the superseded data were derived.
 GP0637
 GP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7527607382(NAD 83)
 GP0637_MARKER: DS = TRIANGULATION STATION DISK
 GP0637_SETTING: 66 = SET IN ROCK OUTCROP
 GP0637
 GP0637  HISTORY     - Date     Condition        Report By
 GP0637  HISTORY     - 1951     MONUMENTED       CGS
 GP0637  HISTORY     - 1967     GOOD             USGS
 GP0637
 GP0637                          STATION DESCRIPTION
 GP0637
 GP0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GP0637'STATION IS LOCATED ON THE WEST POINT OF A HIGH, PROMINENT
 GP0637'FLAT-TOPPED MOUNTAIN THAT HAS SEVERAL POINTS OF THE SAME ELEVATION.
 GP0637'IT IS 8 MILES, AIRLINE, NORTHEAST OF PINON, 5 MILES, AIRLINE, EAST
 GP0637'OF THE ROAD LEADING NORTH FROM PINON, AND ON THE DIVIDE BETWEEN
 GP0637'WEPO AND ORAIBI WASH.
 GP0637'
 GP0637'TO REACH THE STATION FROM PINON, GO NORTH FROM THE TRADING POST
 GP0637'FOR 0.1 MILE TO A CROSS ROAD AT A FENCE CORNER.  CONTINUE NORTH
 GP0637'ON THE MAIN ROAD FOR 1.95 MILES TO A FORK.  TAKE THE RIGHT FORK
 GP0637'AND GO 1.2 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD,
 GP0637'PASSING TO THE RIGHT OF A HOGAN AND BRUSH CORRAL, AND GO 3.6
 GP0637'MILES UP THROUGH SMALL CEDARS AND PINONS ON ROUGH WAGON ROAD
 GP0637'TO THE END OF TRUCK TRAVEL AT A SMALL WASH.  (THE LAST TWO
 GP0637'MILES OF THIS ROAD ARE ROUGH AND NARROW WITH SANDY HILLS TO
 GP0637'CLIMB.  A FOUR WHEEL DRIVE TRUCK IS RECOMMENDED).  FROM HERE
 GP0637'PACK LEFT, NORTH, UP ONTO BEACH, THEN NORTHEAST TOWARDS A BALANCED
 GP0637'ROCK TAHT IS VISIBLE ON THE RIDGE ABOUT 1/2 MILE AWAY.  AT
 GP0637'THE BALANCED ROCK PICK UP THE SHEEP TRAIL THAT FOLLOWS THE TOP
 GP0637'OF THE RIDGE NORTHERLY AND FOLLOW IT TO THE TOP OF THE HIGH
 GP0637'TIMBERED HILL.  CONTINUE ON SHEEP TRAIL OVER THE TIMBERED HILL
 GP0637'FOR ABOUT 1/4 MILE TO THE AZIMUTH MARK AT A SMALL CAIRN AND A
 GP0637'TRIANGLE BLAZE ON A CEDAR TREE.  CONTINUE ALONG CREST OF
 GP0637'RIDGE, NORTH NORTHEAST, FOR ABOUT 1 MILE TO POINT OPPOSITE
 GP0637'A PROMINENT ROCK WITH A FLAT CAP ON THE RIDGE TO THE LEFT.
 GP0637'PACK UP TO THE CAP ROCK, THEN WESTERLY ALONG THE RIDGE FOR
 GP0637'ABOUT 1/4 MILE TO THE HIGHEST POINT AND THE STATION.  THIS IS
 GP0637'ABOUT A THREE MILE PACK BUT EASY GOING ALL THE WAY.  THERE IS NO
 GP0637'WATER ON THE WAY.  TIME OF PACK APPROXIMATELY TWO HOURS.
 GP0637'
 GP0637'STATION MARK, STAMPED WEPO 1951, IS A STANDARD DISK CEMENTED IN A
 GP0637'DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
 GP0637'
 GP0637'REFERENCE MARK NUMBER 1, STAMPED WEPO NO 1 1951, IS A STANDARD
 GP0637'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 GP0637'FLUSH WITH THE GROUND AND 2 FEET LOWER IN ELEVATION THAN THE
 GP0637'STATION.
 GP0637'
 GP0637'REFERENCE MARK NUMBER 2, STAMPED WEPO NO 2 1951, IS A STANDARD
 GP0637'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 GP0637'1 INCH ABOVE THE GROUND AND 1 FOOT LOWER IN ELEVATION THAN THE
 GP0637'STATION.
 GP0637'
 GP0637'AZIMUTH MARK, STAMPED WEPO 1951, IS A STANDARD DISK CEMENTED IN A
 GP0637'DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
 GP0637'IT IS 60 FEET NORTHWEST OF A CEDAR TREE WITH A TRIANGLE BLAZE AND
 GP0637'3-1/2 FEET WEST OF A SMALL CAIRN.  TO REACH FROM THE STATION,
 GP0637'GO EAST TO THE CAP ROCK, THEN SOUTHERLY ALONG RIDGE, FOLLOWING
 GP0637'SHEEP TRAIL FOR ABOUT 1 MILE TO THE TOP OF THE TIMBERED HILL AND
 GP0637'THE AZIMUTH MARK ON THE RIGHT SIDE OF THE TRAIL.
 GP0637'
 GP0637'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GP0637
 GP0637                          STATION RECOVERY (1967)
 GP0637
 GP0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (HGB)
 GP0637'LOCATION DESCRIPTION OK BY USC AND GS.
 GP0637'
 GP0637'TO REACH FROM THE P.O. AT PINON, DRIVE NORTH ON MAIN ROAD FOR
 GP0637'0.15 MI. TO A ROAD FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GP0637'ROAD NORHT FOR 6.9 MI. TO A FORK.  TAKE THE RIGHT FORK AND STAY
 GP0637'ON THE MAIN ROAD TO ORAIBI WASH AND NE UP ORAIBI WASH FOR 3.6
 GP0637'MI TO A FORK.  TAKE THE RIGHT FORK SE UP CANYON FOR 1.7 MI. TO
 GP0637'END OF ROAD NEAR DRAIN.  FROM HERE PACK SOUTH UP TO TOP OF RIDGE.
 GP0637'THEN PACK SE UP STEEP RIDGE TO TOP OF HIGH RIDGE TO A SHEEP
 GP0637'TRAIL.  FROM HERE PACK NE ALONG TRAIL FOR ABOUT 1/2 MI. TO HIGHEST
 GP0637'POINT ON THE SW END OF RIDGE AND STATION MARK.  ABOUT A 1 HR.
 GP0637'15 MIN.  PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0537 ***********************************************************************
 ER0537  DESIGNATION -  WEST
 ER0537  PID         -  ER0537
 ER0537  STATE/COUNTY-  AZ/NAVAJO
 ER0537  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0537
 ER0537                         *CURRENT SURVEY CONTROL
 ER0537  ___________________________________________________________________
 ER0537* NAD 83(1992)-  34 15 18.16457(N)    109 58 20.23141(W)     ADJUSTED  
 ER0537* NAVD 88     -      2078.2    (meters)    6818.     (feet)  VERTCON   
 ER0537  ___________________________________________________________________
 ER0537  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 ER0537  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ER0537  HORZ ORDER  -  FIRST
 ER0537
 ER0537.The horizontal coordinates were established by classical geodetic methods
 ER0537.and adjusted by the National Geodetic Survey in August 1993.
 ER0537
 ER0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0537
 ER0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0537
 ER0537.The geoid height was determined by GEOID03.
 ER0537
 ER0537;                    North         East     Units Scale Factor Converg.
 ER0537;SPC AZ E     -   360,958.981   231,262.145   MT  0.99990395   +0 06 33.9
 ER0537;SPC AZ E     - 1,184,248.63    758,734.07   iFT  0.99990395   +0 06 33.9
 ER0537;UTM  12      - 3,790,913.239   594,624.403   MT  0.99971037   +0 34 42.7
 ER0537
 ER0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0537!SPC AZ E     -   0.99967758  x   0.99990395  =   0.99958156
 ER0537!UTM  12      -   0.99967758  x   0.99971037  =   0.99938804
 ER0537
 ER0537:                Primary Azimuth Mark                     Grid Az
 ER0537:SPC AZ E     -  ORTEGA                                   074 07 16.9
 ER0537:UTM  12      -  ORTEGA                                   073 39 08.1
 ER0537
 ER0537|---------------------------------------------------------------------|
 ER0537| PID    Reference Object                     Distance      Geod. Az  |
 ER0537|                                                           dddmmss.s |
 ER0537| ER0531 ORTEGA                              APPROX.15.2 KM 0741350.8 |
 ER0537| ER0524 LAKE MOUNTAIN LOOKOUT TOWER         APPROX.21.6 KM 1195359.8 |
 ER0537| ER0529 SHOW LOW TV ASSOC TOWER             APPROX. 6.1 KM 1532544.5 |
 ER0537| CD3824 WEST RM 1                            19.088 METERS 15803     |
 ER0537| CD3825 WEST RM 2                             9.730 METERS 22136     |
 ER0537| ES1069 SHOW LOW RAD STA KVWM MAST          APPROX. 6.6 KM 2345225.0 |
 ER0537| CD3823 WEST AZ MK RESET                                   3554744.8 |
 ER0537| CD3822 WEST AZ MK                                         3555735.0 |
 ER0537|---------------------------------------------------------------------|
 ER0537
 ER0537                          SUPERSEDED SURVEY CONTROL
 ER0537
 ER0537  NAD 83(1986)-  34 15 18.16190(N)    109 58 20.23845(W) AD(       ) 1
 ER0537  NAD 27      -  34 15 18.01100(N)    109 58 17.84500(W) AD(       ) 1
 ER0537  NGVD 29 (07/19/86) 2077.3    (m)         6815.     (f) VERT ANG    3  
 ER0537
 ER0537.Superseded values are not recommended for survey control.
 ER0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0537.See file dsdata.txt to determine how the superseded data were derived.
 ER0537
 ER0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9462490913(NAD 83)
 ER0537_MARKER: DS = TRIANGULATION STATION DISK
 ER0537_SETTING: 66 = SET IN ROCK OUTCROP
 ER0537_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ER0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0537+STABILITY: POSITION/ELEVATION WELL
 ER0537
 ER0537  HISTORY     - Date     Condition        Report By
 ER0537  HISTORY     - 1936     MONUMENTED       CGS
 ER0537  HISTORY     - 1958     GOOD             CGS
 ER0537  HISTORY     - 1960     GOOD             USGS
 ER0537  HISTORY     - 1978     GOOD             AZDT
 ER0537  HISTORY     - 1981     GOOD             AZDT
 ER0537
 ER0537                          STATION DESCRIPTION
 ER0537
 ER0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0537'STATION IS LOCATED ON THE HIGHEST POINT OF WEST MOUNTAIN,
 ER0537'KNOWN LOCALLY AS CINDER HILL.  IT IS A PROMINENT, LOW, TIMBERED
 ER0537'PEAK, LYING ABOUT 3 MILES EAST OF THE VILLAGE OF SHOW LOW, AND
 ER0537'ABOUT 1/2 MILE SOUTH OF THE NEW STATE HIGHWAY 60.
 ER0537'
 ER0537'TO REACH FROM SHOW LOW, A SMALL VILLAGE ON STATE HIGHWAY 77,
 ER0537'50 MILES SOUTH OF HOLBROOK, GO EAST ON STATE HIGHWAY 60 FOR
 ER0537'3.5 MILES FROM THE WHITE MOUNTAIN GROCERY STORE (IN SHOW LOW) TO
 ER0537'A CATTLE GUARD.  AZIMUTH MARK IS SET IN EAST OF SOUTH WINGWALL
 ER0537'TO THE CATTLE GUARD.  STATION IS ON TOP OF THE LOW HILL 1/2
 ER0537'MILE SOUTH OF CATTLE GUARD.  THE BASE OF THE HILL CAN BE EASILY
 ER0537'REACHED BY DRIVING SOUTH ON THE BLADED ROAD, WHICH LEAVES
 ER0537'THE HIGHWAY ABOUT 50 YARDS WEST OF THE CATTLE GUARD, 0.7 MILE
 ER0537'TO NORTH BASE OF HILL, AND END OF TRUCK TRAVEL.  THEN PACK
 ER0537'SOUTHWEST UP THE HILL ABOUT 200 YARDS TO THE TOP AND
 ER0537'STATION.
 ER0537'
 ER0537'SURFACE AND REFERENCE MARKS ARE AS DESCRIBED.
 ER0537'
 ER0537'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 ER0537
 ER0537                          STATION RECOVERY (1958)
 ER0537
 ER0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ER0537'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 ER0537'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ER0537'A SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT DUE TO THE WINDENING
 ER0537'OF U.S. HIGHWAY 60 IT WAS DESTROYED.  A NEW AZIMUTH MARK WAS
 ER0537'ESTABLISHED.
 ER0537'
 ER0537'THE STATION IS 3 MILES AIRLINE EAST OF SHOW LOW AND 1/2 MILE
 ER0537'SOUTH OF U.S. HIGHWAY 60 ON THE HIGHEST POINT OF A LONE HILL,
 ER0537'KNOWN LOCALLY AS CINDER HILL.  THE MARK IS A STANDARD STATION
 ER0537'MARK DISK SET IN A DRILL HOLE IN A BOULDER.  THE MARK PROJECTS
 ER0537'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED WEST
 ER0537'1936.
 ER0537'
 ER0537'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 ER0537'A DRILL HOLE IN A LARGE BOULDER.  THE MARK PROJECTS 5 INCHES
 ER0537'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED WEST NO 1 1936.
 ER0537'
 ER0537'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 ER0537'IN A DRILL HOLE IN A SMALL BOULDER.  THE MARK PROJECTS 3 INCHES
 ER0537'ABOVE THE SURFACE OF THE GROUND AND IS 1 FOOT LOWER IN ELEVATION
 ER0537'THAN THE STATION MARK.  IT IS STAMPED WEST NO 2 1936.
 ER0537'
 ER0537'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 ER0537'DRILL HOLE IN THE SOUTH HEADWALL OF A CATTLE GUARD.  IT IS 19
 ER0537'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 60 AND 3 FEET WEST
 ER0537'OF AN 8 X 8 INCH WHITE POST.  IT IS STAMPED WEST 1936 RESET 1958.
 ER0537'
 ER0537'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW GO NORTH
 ER0537'ON STATE HIGHWAY 173 FOR 0.1 MILE TO THE JUNCTION WITH U.S.
 ER0537'HIGHWAY 60.  TURN RIGHT, EAST AND GO 2.65 MILES TO A SIDE ROAD
 ER0537'RIGHT AND A SIGN (SHOW LOW CITY DUMP).* TURN RIGHT, SOUTHEAST
 ER0537'AND GO 0.7 MILE TO THE DUMPING AREA.  CONTINUE AHEAD PASSING
 ER0537'THROUGH THE DUMPING AREA AND GO 0.2 MILE TO THE EAST BASE OF
 ER0537'THE HILL AND THE END OF TRACK TRAVEL.  FROM THE END OF TRUCK
 ER0537'TRAVEL PACK WEST TO THE HIGHEST POINT OF THE HILL AND THE
 ER0537'STATION AS DESCRIBED.  REQUIRED PACKING TIME IS 10 MINUTES.
 ER0537'
 ER0537'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED IN THE
 ER0537'STATION DESCRIPTION CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 60
 ER0537'AND GO 0.5 MILE TO A CATTLE GUARD AND THE MARK ON THE RIGHT
 ER0537'SET IN THE HEADWALL OF THE CATTLE GUARD.
 ER0537'
 ER0537'HEIGHT OF STAND 1.38 METERS.
 ER0537
 ER0537                          STATION RECOVERY (1960)
 ER0537
 ER0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ER0537'RECOVERED IN GOOD CONDITION.
 ER0537
 ER0537                          STATION RECOVERY (1978)
 ER0537
 ER0537'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ER0537'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 ER0537'FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.  NO
 ER0537'MEASUREMENTS WERE MADE TO THE REFERENCE MARKS AT THIS TIME.
 ER0537'
 ER0537'TO REACH THE STATION FROM SHOW LOW, TRAVEL EAST ON U.S. HWY. 60 TO
 ER0537'MILE POST 344.4 AND A ROAD ON THE RIGHT (SOUTHEAST), TURN RI78T 1N4
 ER0537'FOLLOW ROAD TO A CINDER PIT ON NORTH SLOPE OF A HILL.  ST1T9ON 9S
 ER0537'ABOVE PIT ON HIGHEST POINT OF HILL, ABOUT A 10 MINUTE PACK.
 ER0537
 ER0537                          STATION RECOVERY (1981)
 ER0537
 ER0537'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ER0537'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1936.
 ER0537'THE AZIMUTH MARK IS DESTROYED.  THE ARIZONA HIGHWAY DEPARTMENT IS IN
 ER0537'THE PROCESS OF OPENING A CINDER PIT ON THE HILL WHICH WILL DESTROY THE
 ER0537'STATION.  STATION WEST 2 WAS ESTABLISHED ALONG THE HIGHWAY AT THIS
 ER0537'TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0281 ***********************************************************************
 GO0281  DESIGNATION -  WEST
 GO0281  PID         -  GO0281
 GO0281  STATE/COUNTY-  AZ/APACHE
 GO0281  USGS QUAD   -  WINDY VALLEY (1968)
 GO0281
 GO0281                         *CURRENT SURVEY CONTROL
 GO0281  ___________________________________________________________________
 GO0281* NAD 83(1992)-  36 25 42.84898(N)    109 40 07.76435(W)     ADJUSTED  
 GO0281* NAVD 88     -      1814.5    (meters)    5953.     (feet)  VERTCON   
 GO0281  ___________________________________________________________________
 GO0281  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GO0281  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GO0281  HORZ ORDER  -  THIRD
 GO0281
 GO0281.The horizontal coordinates were established by classical geodetic methods
 GO0281.and adjusted by the National Geodetic Survey in August 1993.
 GO0281
 GO0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0281
 GO0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0281
 GO0281.The geoid height was determined by GEOID03.
 GO0281
 GO0281;                    North         East     Units Scale Factor Converg.
 GO0281;SPC AZ E     -   602,178.609   257,998.959   MT  0.99992454   +0 17 44.3
 GO0281;SPC AZ E     - 1,975,651.60    846,453.28   iFT  0.99992454   +0 17 44.3
 GO0281;UTM  12      - 4,032,307.970   619,326.470   MT  0.99977543   +0 47 26.1
 GO0281
 GO0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0281!SPC AZ E     -   0.99971852  x   0.99992454  =   0.99964308
 GO0281!UTM  12      -   0.99971852  x   0.99977543  =   0.99949401
 GO0281
 GO0281:                Primary Azimuth Mark                     Grid Az
 GO0281:SPC AZ E     -  MESITA                                   328 37 34.7
 GO0281:UTM  12      -  MESITA                                   328 07 52.9
 GO0281
 GO0281|---------------------------------------------------------------------|
 GO0281| PID    Reference Object                     Distance      Geod. Az  |
 GO0281|                                                           dddmmss.s |
 GO0281| GO0261 MESITA                              APPROX. 9.6 KM 3285519.0 |
 GO0281|---------------------------------------------------------------------|
 GO0281
 GO0281                          SUPERSEDED SURVEY CONTROL
 GO0281
 GO0281  NAD 83(1986)-  36 25 42.84891(N)    109 40 07.76321(W) AD(       ) 3
 GO0281  NGVD 29 (08/22/88) 1813.6    (m)         5950.     (f) VERT ANG    3  
 GO0281
 GO0281.Superseded values are not recommended for survey control.
 GO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0281.See file dsdata.txt to determine how the superseded data were derived.
 GO0281
 GO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1932632308(NAD 83)
 GO0281_MARKER: DS = TRIANGULATION STATION DISK
 GO0281_SETTING: 80 = SET IN A BOULDER
 GO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0281+STABILITY: SURFACE MOTION
 GO0281
 GO0281  HISTORY     - Date     Condition        Report By
 GO0281  HISTORY     - 1949     MONUMENTED       USGS
 GO0281
 GO0281                          STATION DESCRIPTION
 GO0281
 GO0281'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GO0281'LOCATED ABOUT 15 MI N. AND 6 MI W. OF CHINLE.  ON RIM OF HIGH
 GO0281'MESA.
 GO0281'
 GO0281'TO REACH FROM CHINLE INDIAN SCHOOL, DRIVE 1.5 MI W. TO RD. FORKS.
 GO0281'TAKE RIGHT FORK 14.8 MI N. TO MANY FARMS TRADING POST, CONTINUE
 GO0281'STRAIGHT AHEAD 6.2 MI TO RD. LEFT (W.) OFF MAIN RD.  TURN W. 5.3
 GO0281'MI TO DIM RD. FORKS.  TAKE LEFT FORK 0.2 MI.  TURN LEFT S. OFF DIM
 GO0281'RD. ALONG MESA RIM 2.5 MI TO HIGHEST POINT OF HIGHEST KNOLL IN
 GO0281'VICINITY AND STATION.
 GO0281'
 GO0281'STATION MARK--STANDARD TABLET STAMPED---WEST 1949---, IN SMALL
 GO0281'BOULDER.
 GO0281'
 GO0281'RM 1--STANDARD RM TABLET STAMPED---1---, IN SMALL BOULDER.
 GO0281'
 GO0281'RM 2--STANDARD TABLET 2-INCHES IN DIAMETER WITH + IN CENTER
 GO0281'AND STAMPED---2---, IN SMALL BOULDER.
 GO0281'
 GO0281'1968 RECOVERY FROM FORM 9-1165--NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0961 ***********************************************************************
 ES0961  DESIGNATION -  WEST
 ES0961  PID         -  ES0961
 ES0961  STATE/COUNTY-  AZ/COCONINO
 ES0961  USGS QUAD   -  WEST SUNSET MOUNTAIN (1986)
 ES0961
 ES0961                         *CURRENT SURVEY CONTROL
 ES0961  ___________________________________________________________________
 ES0961* NAD 83(1992)-  34 58 51.58805(N)    110 54 32.31713(W)     ADJUSTED  
 ES0961* NAVD 88     -      1631.8    (meters)    5354.     (feet)  VERTCON   
 ES0961  ___________________________________________________________________
 ES0961  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 ES0961  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 ES0961  HORZ ORDER  -  THIRD
 ES0961
 ES0961.The horizontal coordinates were established by classical geodetic methods
 ES0961.and adjusted by the National Geodetic Survey in August 1993.
 ES0961
 ES0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0961
 ES0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0961
 ES0961.The geoid height was determined by GEOID03.
 ES0961
 ES0961;                    North         East     Units Scale Factor Converg.
 ES0961;SPC AZ C     -   441,930.057   305,363.848   MT  1.00000429   +0 34 39.9
 ES0961;SPC AZ C     - 1,449,901.76  1,001,849.90   iFT  1.00000429   +0 34 39.9
 ES0961;UTM  12      - 3,870,939.455   508,307.922   MT  0.99960085   +0 03 07.9
 ES0961
 ES0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0961!SPC AZ C     -   0.99974771  x   1.00000429  =   0.99975200
 ES0961!UTM  12      -   0.99974771  x   0.99960085  =   0.99934866
 ES0961
 ES0961|---------------------------------------------------------------------|
 ES0961| PID    Reference Object                     Distance      Geod. Az  |
 ES0961|                                                           dddmmss.s |
 ES0961| DZ1628 WEST RM 2                             7.574 METERS 19420     |
 ES0961| ES1121 SUNSET                              APPROX. 9.8 KM 2092436.8 |
 ES0961| DZ1627 WEST RM 1                             3.740 METERS 29652     |
 ES0961|---------------------------------------------------------------------|
 ES0961
 ES0961                          SUPERSEDED SURVEY CONTROL
 ES0961
 ES0961  NAD 83(1986)-  34 58 51.58128(N)    110 54 32.32071(W) AD(       ) 3
 ES0961  NGVD 29 (02/22/88) 1631.0    (m)         5351.     (f) VERT ANG    3  
 ES0961
 ES0961.Superseded values are not recommended for survey control.
 ES0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0961.See file dsdata.txt to determine how the superseded data were derived.
 ES0961
 ES0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0830870939(NAD 83)
 ES0961_MARKER: DS = TRIANGULATION STATION DISK
 ES0961_SETTING: 80 = SET IN A BOULDER
 ES0961_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0961+STABILITY: SURFACE MOTION
 ES0961
 ES0961  HISTORY     - Date     Condition        Report By
 ES0961  HISTORY     - 1955     MONUMENTED       USGS
 ES0961
 ES0961                          STATION DESCRIPTION
 ES0961
 ES0961'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 ES0961'LOCATED ABOUT 12 MI W. OF WINSLOW, 7 MI S. OF U.S. HWY. 66, 6 MI
 ES0961'E. OF METEOR CRATER, ON LOW MESA.
 ES0961'
 ES0961'TO REACH FROM INTERSECTION OF STATE HWY. 65 AND SECOND STREET IN
 ES0961'WINSLOW, DRIVE 9.9 MI S. ON STATE HWY. 65 TO TRACK RD. AND GATE
 ES0961'LEADING WSW.  TURN RIGHT PASSING THROUGH GATE 1.6 MI TO TRACK RD.
 ES0961'RIGHT, CONTINUE STRAIGHT AHEAD 0.2 MI TO ANOTHER TRACK RD. TO
 ES0961'RIGHT, TURN RIGHT ON TRACK RD. 3.8 MI TO RESERVOIR AND PICKET
 ES0961'CORRAL, PASS ON NORTH SIDE OF PICKET CORRAL FOLLOWING TRACK RD.
 ES0961'LEADING W. AND N. 3.3 MI TO WINDMILL, CONTINUE 0.2 MI ON TRACK
 ES0961'RD. PASSING WINDMILL ON WEST SIDE TO RD. FORKS.  TAKE RIGHT FORK
 ES0961'0.8 MI TO X-RDS. AND FENCE CORNER, TURN RIGHT ON TRACK RD. 0.5 MI
 ES0961'TO X-RDS.  LEAVE RD. AND GO N., ENTER MESA FOLLOWING LARGE DRAIN
 ES0961'TO STATION AT HEAD OF DRAIN.
 ES0961'
 ES0961'STATION MARK--STANDARD TABLET STAMPED---WEST 1954---, CEMENTED IN
 ES0961'DRILL HOLE IN ROCK.
 ES0961'
 ES0961'RM 1--STANDARD RM TABLET STAMPED---NO 1 1954---, CEMENTED IN DRILL
 ES0961'HOLE IN ROCK.
 ES0961'
 ES0961'RM 2--STANDARD RM TABLET STAMPED---NO 2 1954---, CEMENTED IN DRILL
 ES0961'HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0428 ***********************************************************************
 ER0428  DESIGNATION -  WEST 2
 ER0428  PID         -  ER0428
 ER0428  STATE/COUNTY-  AZ/NAVAJO
 ER0428  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0428
 ER0428                         *CURRENT SURVEY CONTROL
 ER0428  ___________________________________________________________________
 ER0428* NAD 83(1992)-  34 15 50.07119(N)    109 57 42.46894(W)     ADJUSTED  
 ER0428* NAVD 88     -      1989.2    (meters)    6526.     (feet)  VERTCON   
 ER0428  ___________________________________________________________________
 ER0428  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 ER0428  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 ER0428  HORZ ORDER  -  SECOND
 ER0428
 ER0428.The horizontal coordinates were established by classical geodetic methods
 ER0428.and adjusted by the National Geodetic Survey in August 1993.
 ER0428
 ER0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0428
 ER0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0428
 ER0428.The geoid height was determined by GEOID03.
 ER0428
 ER0428;                    North         East     Units Scale Factor Converg.
 ER0428;SPC AZ E     -   361,943.921   232,226.243   MT  0.99990439   +0 06 55.2
 ER0428;SPC AZ E     - 1,187,480.06    761,897.12   iFT  0.99990439   +0 06 55.2
 ER0428;UTM  12      - 3,791,905.848   595,580.219   MT  0.99971261   +0 35 04.4
 ER0428
 ER0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0428!SPC AZ E     -   0.99969155  x   0.99990439  =   0.99959597
 ER0428!UTM  12      -   0.99969155  x   0.99971261  =   0.99940425
 ER0428
 ER0428:                Primary Azimuth Mark                     Grid Az
 ER0428:SPC AZ E     -  ROCK                                     079 02 36.9
 ER0428:UTM  12      -  ROCK                                     078 34 27.7
 ER0428
 ER0428|---------------------------------------------------------------------|
 ER0428| PID    Reference Object                     Distance      Geod. Az  |
 ER0428|                                                           dddmmss.s |
 ER0428| ER0536 ROCK                                APPROX. 6.2 KM 0790932.1 |
 ER0428| DZ1194 WEST 2 RM 1                          12.163 METERS 10246     |
 ER0428| DZ1195 WEST 2 RM 2                          12.180 METERS 23330     |
 ER0428|---------------------------------------------------------------------|
 ER0428
 ER0428                          SUPERSEDED SURVEY CONTROL
 ER0428
 ER0428  NAD 83(1986)-  34 15 50.06861(N)    109 57 42.47615(W) AD(       ) 2
 ER0428  NGVD 29 (09/20/87) 1988.2    (m)         6523.     (f) VERT ANG    3  
 ER0428
 ER0428.Superseded values are not recommended for survey control.
 ER0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0428.See file dsdata.txt to determine how the superseded data were derived.
 ER0428
 ER0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC9558091906(NAD 83)
 ER0428_MARKER: DD = SURVEY DISK
 ER0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0428+STABILITY: SURFACE MOTION
 ER0428
 ER0428  HISTORY     - Date     Condition        Report By
 ER0428  HISTORY     - 1981     MONUMENTED       AZDT
 ER0428
 ER0428                          STATION DESCRIPTION
 ER0428
 ER0428'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ER0428'THE STATION IS LOCATED 4.1 MILES NORTHEAST OF SHOW LOW ALONG
 ER0428'US HIGHWAY 60.
 ER0428'
 ER0428'THE STATION IS A NGS DISK STAMPED---WEST 2 1981---.  IT IS SET IN TOP
 ER0428'A CONCRETE MONUMENT 81 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 ER0428'4 FEET SOUTH OF THE WITNESS POST.
 ER0428'
 ER0428'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---WEST 2 RM 1 1981---.  IT
 ER0428'SET IN TOP OF A CONCRETE MONUMENT 2.5 FEET NORTH OF THE FENCELINE.
 ER0428'
 ER0428'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---WEST 2 RM 2 1981---.  IT
 ER0428'SET IN TOP OF A CONCRETE MONUMENT 2 FEET NORTH OF THE FENCELINE.
 ER0428'
 ER0428'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST 0.9
 ER0428'MILE ALONG US HIGHWAY 60 TO THE JUNCTION WITH STATE ROUTE 77.  BEAR
 ER0428'RIGHT AND CONTINUE EAST ALONG US 60 FOR 3.3 MILES TO THE CREST OF A
 ER0428'RIDGE AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0569 ***********************************************************************
 FQ0569  DESIGNATION -  WEST COCONINO
 FQ0569  PID         -  FQ0569
 FQ0569  STATE/COUNTY-  AZ/COCONINO
 FQ0569  USGS QUAD   -  GRANDVIEW POINT NE (1989)
 FQ0569
 FQ0569                         *CURRENT SURVEY CONTROL
 FQ0569  ___________________________________________________________________
 FQ0569* NAD 83(1992)-  35 53 53.69734(N)    111 46 56.16507(W)     ADJUSTED  
 FQ0569* NAVD 88     -      2186.0    (meters)    7172.     (feet)  VERTCON   
 FQ0569  ___________________________________________________________________
 FQ0569  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FQ0569  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0569  HORZ ORDER  -  THIRD
 FQ0569
 FQ0569.The horizontal coordinates were established by classical geodetic methods
 FQ0569.and adjusted by the National Geodetic Survey in August 1993.
 FQ0569
 FQ0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0569
 FQ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0569
 FQ0569.The geoid height was determined by GEOID03.
 FQ0569
 FQ0569;                    North         East     Units Scale Factor Converg.
 FQ0569;SPC AZ C     -   543,232.298   225,492.210   MT  0.99990181   +0 04 43.7
 FQ0569;SPC AZ C     - 1,782,258.20    739,803.84   iFT  0.99990181   +0 04 43.7
 FQ0569;UTM  12      - 3,972,945.490   429,404.890   MT  0.99966141   -0 27 31.3
 FQ0569
 FQ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0569!SPC AZ C     -   0.99966063  x   0.99990181  =   0.99956247
 FQ0569!UTM  12      -   0.99966063  x   0.99966141  =   0.99932215
 FQ0569
 FQ0569:                Primary Azimuth Mark                     Grid Az
 FQ0569:SPC AZ C     -  COCONINO                                 070 34 47.3
 FQ0569:UTM  12      -  COCONINO                                 071 07 02.3
 FQ0569
 FQ0569|---------------------------------------------------------------------|
 FQ0569| PID    Reference Object                     Distance      Geod. Az  |
 FQ0569|                                                           dddmmss.s |
 FQ0569| FQ0691 COCONINO                            APPROX.10.1 KM 0703931.0 |
 FQ0569|---------------------------------------------------------------------|
 FQ0569
 FQ0569                          SUPERSEDED SURVEY CONTROL
 FQ0569
 FQ0569  NAD 83(1986)-  35 53 53.70057(N)    111 46 56.16064(W) AD(       ) 3
 FQ0569  NGVD 29 (05/08/89) 2185.0    (m)         7169.     (f) VERT ANG    3  
 FQ0569
 FQ0569.Superseded values are not recommended for survey control.
 FQ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0569.See file dsdata.txt to determine how the superseded data were derived.
 FQ0569
 FQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2940572945(NAD 83)
 FQ0569_MARKER: DS = TRIANGULATION STATION DISK
 FQ0569_SETTING: 80 = SET IN A BOULDER
 FQ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0569+STABILITY: SURFACE MOTION
 FQ0569
 FQ0569  HISTORY     - Date     Condition        Report By
 FQ0569  HISTORY     - 1903     MONUMENTED       USGS
 FQ0569
 FQ0569                          STATION DESCRIPTION
 FQ0569
 FQ0569'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 FQ0569'LOCATED ABOUT 0.5 MI E. OF LARGE BURN.  NEAR NORTH EDGE OF
 FQ0569'COCONINO RIDGE.
 FQ0569'
 FQ0569'TO REACH NOT GIVEN.
 FQ0569'
 FQ0569'STATION MARK--STANDARD BRASS TABLET, STAMPING UNKNOWN, SET IN
 FQ0569'ROCK.
 FQ0569'
 FQ0569'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0858 ***********************************************************************
 ET0858  DESIGNATION -  WEST EDGE
 ET0858  PID         -  ET0858
 ET0858  STATE/COUNTY-  AZ/YAVAPAI
 ET0858  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0858
 ET0858                         *CURRENT SURVEY CONTROL
 ET0858  ___________________________________________________________________
 ET0858* NAD 83(1992)-  34 44 58.60238(N)    112 10 30.17723(W)     ADJUSTED  
 ET0858* NAVD 88     -      2386.9    (meters)    7831.     (feet)  VERTCON   
 ET0858  ___________________________________________________________________
 ET0858  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 ET0858  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 ET0858  HORZ ORDER  -  THIRD
 ET0858
 ET0858.The horizontal coordinates were established by classical geodetic methods
 ET0858.and adjusted by the National Geodetic Survey in August 1993.
 ET0858
 ET0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0858
 ET0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0858
 ET0858.The geoid height was determined by GEOID03.
 ET0858
 ET0858;                    North         East     Units Scale Factor Converg.
 ET0858;SPC AZ C     -   415,829.758   189,703.441   MT  0.99990690   -0 08 50.2
 ET0858;SPC AZ C     - 1,364,270.86    622,386.62   iFT  0.99990690   -0 08 50.2
 ET0858;UTM  12      - 3,845,905.219   392,446.548   MT  0.99974257   -0 40 11.4
 ET0858
 ET0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0858!SPC AZ C     -   0.99962944  x   0.99990690  =   0.99953638
 ET0858!UTM  12      -   0.99962944  x   0.99974257  =   0.99937211
 ET0858
 ET0858:                Primary Azimuth Mark                     Grid Az
 ET0858:SPC AZ C     -  MOUNT UNION                              209 46 35.8
 ET0858:UTM  12      -  MOUNT UNION                              210 17 57.0
 ET0858
 ET0858|---------------------------------------------------------------------|
 ET0858| PID    Reference Object                     Distance      Geod. Az  |
 ET0858|                                                           dddmmss.s |
 ET0858| ET0940 MOUNT UNION                         APPROX.42.7 KM 2093745.6 |
 ET0858|---------------------------------------------------------------------|
 ET0858
 ET0858                          SUPERSEDED SURVEY CONTROL
 ET0858
 ET0858  NAD 83(1986)-  34 44 58.59758(N)    112 10 30.17741(W) AD(       ) 3
 ET0858  NGVD 29 (05/08/89) 2386.0    (m)         7828.     (f) VERT ANG    3  
 ET0858
 ET0858.Superseded values are not recommended for survey control.
 ET0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0858.See file dsdata.txt to determine how the superseded data were derived.
 ET0858
 ET0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9244745905(NAD 83)
 ET0858_MARKER: DS = TRIANGULATION STATION DISK
 ET0858_SETTING: 66 = SET IN ROCK OUTCROP
 ET0858_SP_SET: SET IN BEDROCK
 ET0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0858+STABILITY: POSITION/ELEVATION WELL
 ET0858
 ET0858  HISTORY     - Date     Condition        Report By
 ET0858  HISTORY     - 1902     MONUMENTED       USGS
 ET0858
 ET0858                          STATION DESCRIPTION
 ET0858
 ET0858'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 ET0858'LOCATED 5 MI W. OF JEROME.  NEAR HIGHEST WEST EDGE OF VOLCANIC
 ET0858'MESA.
 ET0858'
 ET0858'TO REACH NOT GIVEN.
 ET0858'
 ET0858'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN SOLID
 ET0858'ROCK.
 ET0858'
 ET0858'RM--LARGE JUNIPER TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1759 ***********************************************************************
 CZ1759  DESIGNATION -  WEST PEAK LOOKOUT TOWER
 CZ1759  PID         -  CZ1759
 CZ1759  STATE/COUNTY-  AZ/GRAHAM
 CZ1759  USGS QUAD   -  BLUE JAY PEAK (1972)
 CZ1759
 CZ1759                         *CURRENT SURVEY CONTROL
 CZ1759  ___________________________________________________________________
 CZ1759* NAD 83(1992)-  32 44 14.73279(N)    110 02 19.08444(W)     ADJUSTED  
 CZ1759* NAVD 88     -              **(meters)            **(feet)            
 CZ1759  ___________________________________________________________________
 CZ1759  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 CZ1759  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CZ1759  HORZ ORDER  -  THIRD
 CZ1759
 CZ1759.The horizontal coordinates were established by classical geodetic methods
 CZ1759.and adjusted by the National Geodetic Survey in August 1993.
 CZ1759
 CZ1759
 CZ1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1759
 CZ1759.The geoid height was determined by GEOID03.
 CZ1759
 CZ1759;                    North         East     Units Scale Factor Converg.
 CZ1759;SPC AZ E     -   192,641.665   225,359.131   MT  0.99990177   +0 04 09.3
 CZ1759;SPC AZ E     -   632,026.46    739,367.23   iFT  0.99990177   +0 04 09.3
 CZ1759;UTM  12      - 3,622,587.236   590,073.589   MT  0.99970004   +0 31 11.8
 CZ1759
 CZ1759                          SUPERSEDED SURVEY CONTROL
 CZ1759
 CZ1759  NAD 83(1986)-  32 44 14.72964(N)    110 02 19.08379(W) AD(       ) 4
 CZ1759  NAD 27      -  32 44 14.48000(N)    110 02 16.80100(W) AD(       ) 3
 CZ1759
 CZ1759.Superseded values are not recommended for survey control.
 CZ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1759.See file dsdata.txt to determine how the superseded data were derived.
 CZ1759
 CZ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB9007422587(NAD 83)
 CZ1759_MARKER: 57 = LOOKOUT TOWER
 CZ1759
 CZ1759  HISTORY     - Date     Condition        Report By
 CZ1759  HISTORY     - 1945     FIRST OBSERVED   CGS
 CZ1759
 CZ1759                          STATION DESCRIPTION
 CZ1759
 CZ1759'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0795 ***********************************************************************
 DT0795  DESIGNATION -  WEST POKER
 DT0795  PID         -  DT0795
 DT0795  STATE/COUNTY-  AZ/APACHE
 DT0795  USGS QUAD   -  WEST POKER MTN (1978)
 DT0795
 DT0795                         *CURRENT SURVEY CONTROL
 DT0795  ___________________________________________________________________
 DT0795* NAD 83(1992)-  33 31 55.62678(N)    109 48 09.38310(W)     ADJUSTED  
 DT0795* NAVD 88     -      2051.6    (meters)    6731.     (feet)  VERTCON   
 DT0795  ___________________________________________________________________
 DT0795  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 DT0795  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 DT0795  HORZ ORDER  -  SECOND
 DT0795
 DT0795.The horizontal coordinates were established by classical geodetic methods
 DT0795.and adjusted by the National Geodetic Survey in August 1993.
 DT0795
 DT0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0795
 DT0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0795
 DT0795.The geoid height was determined by GEOID03.
 DT0795
 DT0795;                    North         East     Units Scale Factor Converg.
 DT0795;SPC AZ E     -   280,821.829   247,173.614   MT  0.99991409   +0 12 04.0
 DT0795;SPC AZ E     -   921,331.46    810,937.05   iFT  0.99991409   +0 12 04.0
 DT0795;UTM  12      - 3,710,922.006   611,182.440   MT  0.99975240   +0 39 41.4
 DT0795
 DT0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0795!SPC AZ E     -   0.99968184  x   0.99991409  =   0.99959596
 DT0795!UTM  12      -   0.99968184  x   0.99975240  =   0.99943432
 DT0795
 DT0795|---------------------------------------------------------------------|
 DT0795| PID    Reference Object                     Distance      Geod. Az  |
 DT0795|                                                           dddmmss.s |
 DT0795| CD3829 WEST POKER RM 1                       6.690 METERS 07846     |
 DT0795| CD3830 WEST POKER RM 2                       5.813 METERS 21212     |
 DT0795| DT0796 CORN                                APPROX.16.9 KM 3310107.7 |
 DT0795|---------------------------------------------------------------------|
 DT0795
 DT0795                          SUPERSEDED SURVEY CONTROL
 DT0795
 DT0795  NAD 83(1986)-  33 31 55.62326(N)    109 48 09.38504(W) AD(       ) 2
 DT0795  NAD 27      -  33 31 55.43390(N)    109 48 07.05942(W) AD(       ) 2
 DT0795  NGVD 29 (07/19/86) 2050.8    (m)         6728.     (f) VERT ANG    3  
 DT0795
 DT0795.Superseded values are not recommended for survey control.
 DT0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0795.See file dsdata.txt to determine how the superseded data were derived.
 DT0795
 DT0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC1118210922(NAD 83)
 DT0795_MARKER: DD = SURVEY DISK
 DT0795_SETTING: 66 = SET IN ROCK OUTCROP
 DT0795
 DT0795  HISTORY     - Date     Condition        Report By
 DT0795  HISTORY     - 1967     MONUMENTED       USGS
 DT0795
 DT0795                          STATION DESCRIPTION
 DT0795
 DT0795'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (HTB)
 DT0795'LOCATED ABOUT 12 MI. WNW. OF WILLOW MTN., ABOUT 10 MI. SE. OF
 DT0795'MAVERICK LOT, ABOUT 5 MI. NW. OF FREEZEOUT PUMPING STATION.
 DT0795'
 DT0795'TO REACH FROM THE WHITERIVER P.O., GO S. ON STATE HIGHWAY
 DT0795'73 FOR 3.8 MI. TO FORT APACHE JUNCTION GO LEFT (E.) FOR 2.4
 DT0795'MI. TO SEVEN MILE HILL.  TURN RIGHT (S.), GO 12.1 MI. TO
 DT0795'MAVERICK RD., CONTINUE STRAIGHT AHEAD OVER CATTLEGUARD FOR
 DT0795'2 MI. TO CATTLEGUARD.  CONTINUE 0.6 MI. TO BRIDGE OVER BIG
 DT0795'BONITO CREEK.  CONTINUE 2.3 MI. TO RD. CROSSING AND CATTLEGUARD.
 DT0795'GO RIGHT 0.5 MI. TO ID RANCH AND T-RD.  GO RIGHT 0.1 MI. TO
 DT0795'T-RD.  GO LEFT 1.2 MI. TO RD. CROSSING.  GO RIGHT FOR 0.7 MI. TO
 DT0795'DAM.  CONTINUE 0.9 MI. TO Y-RD.  TAKE RIGHT FORK FOR 0.8
 DT0795'MI. TO WIRE GATE.  CONTINUE 2.3 MI. TO T-RD.  GO RIGHT FOR 1
 DT0795'MI.  TO Y-RD.  TAKE LEFT FORK 0.5 MI. TO WIRE GATE.
 DT0795'CONTINUE 3.3 MI.  TO Y-RD.  TAKE RIGHT FORK FOR 0.3 MI. TO WIRE
 DT0795'GATE AND WATER TANK (METAL).  CONTINUE 0.9 MI. TO WIRE
 DT0795'GATE.  CONTINUE 0.2 MI. TO WIRE GATE AND END OF TRUCK
 DT0795'TRAVEL.  GO NORTHERLY UP RIDGE TO STATION, ABOUT A 40-MINUTE
 DT0795'PACK.
 DT0795'
 DT0795'STATION MARK--A STANDARD BRASS TABLET STAMPED WEST POKER 1967,
 DT0795'SET IN ROCK OUTCROP.
 DT0795'
 DT0795'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 DT0795'NO 1 1967 SET IN ROCK OUTCROP.
 DT0795'
 DT0795'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 DT0795'NO 2 1967 SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0870 ***********************************************************************
 ET0870  DESIGNATION -  WESTEDGE
 ET0870  PID         -  ET0870
 ET0870  STATE/COUNTY-  AZ/YAVAPAI
 ET0870  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0870
 ET0870                         *CURRENT SURVEY CONTROL
 ET0870  ___________________________________________________________________
 ET0870* NAD 83(1992)-  34 42 00.22201(N)    112 11 10.87825(W)     ADJUSTED  
 ET0870* NAVD 88     -      2321.6    (meters)    7617.     (feet)  VERTCON   
 ET0870  ___________________________________________________________________
 ET0870  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 ET0870  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 ET0870  HORZ ORDER  -  FIRST
 ET0870
 ET0870.The horizontal coordinates were established by classical geodetic methods
 ET0870.and adjusted by the National Geodetic Survey in August 1993.
 ET0870
 ET0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0870
 ET0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0870
 ET0870.The geoid height was determined by GEOID03.
 ET0870
 ET0870;                    North         East     Units Scale Factor Converg.
 ET0870;SPC AZ C     -   410,336.137   188,653.580   MT  0.99990752   -0 09 12.7
 ET0870;SPC AZ C     - 1,346,247.17    618,942.19   iFT  0.99990752   -0 09 12.7
 ET0870;UTM  12      - 3,840,422.290   391,346.838   MT  0.99974551   -0 40 31.6
 ET0870
 ET0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0870!SPC AZ C     -   0.99963970  x   0.99990752  =   0.99954725
 ET0870!UTM  12      -   0.99963970  x   0.99974551  =   0.99938530
 ET0870
 ET0870|---------------------------------------------------------------------|
 ET0870| PID    Reference Object                     Distance      Geod. Az  |
 ET0870|                                                           dddmmss.s |
 ET0870| CH4531 WESTEDGE RM CROSS                    13.330 METERS 02235     |
 ET0870| ES0962 SQUAW PEAK                          APPROX.38.3 KM 1314544.8 |
 ET0870| ET0882 GLASSFORD                           APPROX.21.7 KM 2353926.1 |
 ET0870| CH4532 WESTEDGE                              5.287 METERS 31608     |
 ET0870|---------------------------------------------------------------------|
 ET0870
 ET0870                          SUPERSEDED SURVEY CONTROL
 ET0870
 ET0870  NAD 83(1986)-  34 42 00.21893(N)    112 11 10.87535(W) AD(       ) 1
 ET0870  NAD 27      -  34 42 00.13100(N)    112 11 08.28700(W) AD(       ) 1
 ET0870  NGVD 29 (07/19/86) 2320.7    (m)         7614.     (f) VERT ANG    3  
 ET0870
 ET0870.Superseded values are not recommended for survey control.
 ET0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0870.See file dsdata.txt to determine how the superseded data were derived.
 ET0870
 ET0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9134740422(NAD 83)
 ET0870_MARKER: DS = TRIANGULATION STATION DISK
 ET0870_SETTING: 66 = SET IN ROCK OUTCROP
 ET0870
 ET0870  HISTORY     - Date     Condition        Report By
 ET0870  HISTORY     - 1919     MONUMENTED       CGS
 ET0870  HISTORY     - 1930     GOOD             USGS
 ET0870  HISTORY     - 1943     GOOD             USGS
 ET0870  HISTORY     - 1972     GOOD             AZHD
 ET0870  HISTORY     - 1973     GOOD             USGS
 ET0870  HISTORY     - 1980     GOOD             AZDT
 ET0870
 ET0870                          STATION DESCRIPTION
 ET0870
 ET0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CVH)
 ET0870'STATION IS ABOUT 22 MILES E OF JEROME JUNCTION WHERE THE V.
 ET0870'AND P. RAILWAY JOINS THE S.F.P. AND P. RAILWAY, ON THE HIGHEST
 ET0870'PART AND NEAR THE CENTER OF A ROCKY RIDGE LOCALLY KNOWN AS
 ET0870'MOUNT HICKY, ABOUT 2 MILES N OF THE LOWER END OF YEAGER CANYON,
 ET0870'AND 2-1/2 MILES IN A NORTHERLY DIRECTION FROM THE YEAGER MINE.
 ET0870'
 ET0870'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 ET0870'IN OUTCROPPING BEDROCK.
 ET0870'
 ET0870'REFERENCE MARK NO. 1 IS A CROSS CHISELED 1/2 INCH INTO OUTCROPPING
 ET0870'ROCK, ABOUT 2 FEET BELOW STATION MARK.
 ET0870'
 ET0870'REFERENCE MARK NO. 2 IS A U.S.G.S. BRONZE DISK TRIANGULATION
 ET0870'STATION MARK, ABOVE WHICH WAS A PARTLY-DESTROYED CAIRN, ABOUT
 ET0870'2 FEET ABOVE OUR STATION MARK.
 ET0870'
 ET0870'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.24 METERS.
 ET0870
 ET0870                          STATION RECOVERY (1930)
 ET0870
 ET0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1930
 ET0870'RECOVERED AS DESCRIBED BY NGS.
 ET0870
 ET0870                          STATION RECOVERY (1943)
 ET0870
 ET0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 ET0870'RECOVERED AS DESCRIBED BY NGS.
 ET0870
 ET0870                          STATION RECOVERY (1972)
 ET0870
 ET0870'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET0870'GENERAL LOCATION-AS DESCRIBED
 ET0870'
 ET0870'TO REACH-ON HWY 89A TURN LEFT (WEST) ON POTATO PATCH ROAD
 ET0870'
 ET0870'STATION MARK-USGS BRASS DISC
 ET0870'
 ET0870'REFERENCE MARKS-BOTH FOUND IN GOOD CONDITION
 ET0870'
 ET0870'AZIMUTH MARK-NONE
 ET0870
 ET0870                          STATION RECOVERY (1973)
 ET0870
 ET0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0870'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 ET0870'
 ET0870'TO REACH FROM POST OFFICE IN JEROME, FOLLOW STATE HWY. 89A 7.5 MI
 ET0870'TO RD. RIGHT ENTRANCE TO POTATO PATCH CAMPING AREA.  TURN RIGHT
 ET0870'0.3 MI TO RD. FORK AT CATTLEGUARD.  TAKE RIGHT FORK ROUGH
 ET0870'UNMAINTAINED RD. 1.9 MI TO DIM RD. FORK LEFT.  TURN LEFT 1.0 MI TO
 ET0870'END OF TRUCK TRAVEL.  PACK SW. TO TOP AND STATION.  ABOUT A 1-1/2
 ET0870'HOUR PACK.
 ET0870
 ET0870                          STATION RECOVERY (1980)
 ET0870
 ET0870'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0870'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 ET0870'FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 ET0870'
 ET0870'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT, TRAVEL NORTH ON
 ET0870'SOUTH CORTEZ STREET FOR 0.2 MILE.  TURN RIGHT EAST ON GURLEY STREET
 ET0870'FOR 1.2 MILES TO JUNCTION WITH US 89 AND SR 69.  TURN LEFT ALONG US 89
 ET0870'AND GO NORTH 5.05 MILES TO JUNCTION WITH US 89A.  TURN RIGHT ALONG 89A
 ET0870'AND TRAVEL NORTHEASTERLY 21 MILES TO A ROAD ON LEFT.  TURN LEFT AT
 ET0870'SIGN READING, NATIONAL FOREST CAMPGROUND POTATOE PATCH.  THE SIGN IS
 ET0870'0.35 MILE NORTH OF MINGUS MT INN.  TURN LEFT TRAVELING WEST 150 FEET
 ET0870'TO A FORK.  TAKE THE RIGHT FORK FOR 0.13 MILE TO A REVERSE Y FORK.
 ET0870'BEAR RIGHT FOR 0.15 MILE TO A FORK.  TAKE RIGHT FORK PASSING OVER A
 ET0870'CATTLE GUARD AND CONTINUE 0.2 MILE TO A FORK, TAKE RIGHT FORK 0.3 MILE
 ET0870'TO A FORK, TAKE LEFT FORK PASSING AROUND STOCK TANK DAM FOR 0.5 MILE
 ET0870'TO A NORTH SOUTH FENCE AND GATE.  PASS THROUGH GATE AND CONTINUE 0.4
 ET0870'MILE TO A FORK.  TAKE RIGHT FORK 0.45 MILE STAYING ALONG NORTH SIDE OF
 ET0870'A EAST WEST FENCE TO A T ROAD, TURN LEFT FOR 150 FEET TO A GATE AND
 ET0870'END OF TRUCK TRAVEL.  SIGN READS WILD LIFE HABITAT IMPROVEMENT AREA.
 ET0870'PACK WEST ALONG SOUTH SIDE OF FENCE TO TOP OF RIDGE, THEN SOUTH ALONG
 ET0870'TOP OF RIDGE FOR ABOUT 1 MILE TO HIGHEST POINT ON HICKORY MOUNTAIN AND
 ET0870'STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2163 ***********************************************************************
 DU2163  DESIGNATION -  WESTERN
 DU2163  PID         -  DU2163
 DU2163  STATE/COUNTY-  AZ/MARICOPA
 DU2163  USGS QUAD   -  CHANDLER (1981)
 DU2163
 DU2163                         *CURRENT SURVEY CONTROL
 DU2163  ___________________________________________________________________
 DU2163* NAD 83(1992)-  33 21 25.95620(N)    111 50 30.18868(W)     ADJUSTED  
 DU2163* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 DU2163  ___________________________________________________________________
 DU2163  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DU2163  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU2163  HORZ ORDER  -  SECOND
 DU2163
 DU2163.The horizontal coordinates were established by classical geodetic methods
 DU2163.and adjusted by the National Geodetic Survey in August 1993.
 DU2163
 DU2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2163
 DU2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2163
 DU2163.The geoid height was determined by GEOID03.
 DU2163
 DU2163;                    North         East     Units Scale Factor Converg.
 DU2163;SPC AZ C     -   261,367.414   220,335.036   MT  0.99990060   +0 02 28.4
 DU2163;SPC AZ C     -   857,504.64    722,883.98   iFT  0.99990060   +0 02 28.4
 DU2163;UTM  12      - 3,691,204.733   421,687.365   MT  0.99967561   -0 27 46.3
 DU2163
 DU2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2163!SPC AZ C     -   0.99994683  x   0.99990060  =   0.99984743
 DU2163!UTM  12      -   0.99994683  x   0.99967561  =   0.99962245
 DU2163
 DU2163|---------------------------------------------------------------------|
 DU2163| PID    Reference Object                     Distance      Geod. Az  |
 DU2163|                                                           dddmmss.s |
 DU2163| CH5714 WESTERN RM 1                         12.210 METERS 00108     |
 DU2163| CH5715 WESTERN RM 2                         25.213 METERS 18354     |
 DU2163| DU2156 BASELINE                            APPROX. 2.2 KM 3582849.9 |
 DU2163|---------------------------------------------------------------------|
 DU2163
 DU2163                          SUPERSEDED SURVEY CONTROL
 DU2163
 DU2163  NAD 83(1986)-  33 21 25.95025(N)    111 50 30.19301(W) AD(       ) 2
 DU2163  NAD 27      -  33 21 25.77714(N)    111 50 27.68506(W) AD(       ) 2
 DU2163  NGVD 29 (07/19/86)  368.0    (m)         1207.     (f) VERT ANG    3  
 DU2163
 DU2163.Superseded values are not recommended for survey control.
 DU2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2163.See file dsdata.txt to determine how the superseded data were derived.
 DU2163
 DU2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2168791205(NAD 83)
 DU2163_MARKER: DD = SURVEY DISK
 DU2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2163_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2163
 DU2163  HISTORY     - Date     Condition        Report By
 DU2163  HISTORY     - 1976     MONUMENTED       AZDT
 DU2163  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 DU2163  HISTORY     - 20061207 MARK NOT FOUND   GEOCAC
 DU2163
 DU2163                          STATION DESCRIPTION
 DU2163
 DU2163'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2163'THE STATION IS ABOUT 4 MILES WEST-SOUTHWEST OF MESA AND 3.9 MILES
 DU2163'NORTH OF CHANDLER ON THE EAST SIDE OF STATE ROUTE 87-93 AND JUST
 DU2163'NORTH OF THE WESTERN CANAL.
 DU2163'
 DU2163'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED WESTERN 1975
 DU2163'SET IN A 10 INCH DIAMETER CONCRETE DISK.  THE STATION IS 38.5 FEET
 DU2163'EAST OF CENTERLINE OF STATE HWY. 87-93, 95 FEET NORTH OF CENTERLINE
 DU2163'OF WESTERN CANAL, 3.5 FEET WEST OF A FENCE AND IS MARKED BY A
 DU2163'WITNESS POST AND SIGN 2.7 FEET TO THE SOUTH.
 DU2163'
 DU2163'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED WESTERN
 DU2163'RM 1 1975 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ON EAST SIDE
 DU2163'OF STATE HWY. 87-93.
 DU2163'
 DU2163'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED WESTERN
 DU2163'RM 2 1975 AND IS EPOXIED ON THE NORTHEAST CORNER OF BRIDGE
 DU2163'CROSSING THE WESTERN CANAL.
 DU2163'
 DU2163'TO REACH THE STATION FROM INTERSECTION OF U.S. HWY. 60-70-80-89
 DU2163'AND STATE ROUTE 87-93 IN MESA, TRAVEL SOUTH ON STATE ROUTE 87-93
 DU2163'FOR 4 MILES AND TO THE STATION ON THE EAST SIDE OF HWY. AND JUST
 DU2163'NORTH OF WESTERN CANAL.
 DU2163'
 DU2163'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2163
 DU2163                          STATION RECOVERY (2005)
 DU2163
 DU2163'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2163'FOUND HIGHWAY 87 AND THE CANAL, BUT THERE ISN T A BRIDGE CROSSING THE
 DU2163'CANAL, AND NO WITNESS POST WAS FOUND. THERE ARE DIFFERENT ADOT
 DU2163'BENCHMARKS ON THE EAST AND WEST CULVERTS WHERE THE CANAL RUNS UNDER
 DU2163'THE HIGHWAY.
 DU2163
 DU2163                          STATION RECOVERY (2006)
 DU2163
 DU2163'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH6860 ***********************************************************************
 DH6860  HT_MOD      -  This is a Height Modernization Survey Station.
 DH6860  DESIGNATION -  WESTLAKE
 DH6860  PID         -  DH6860
 DH6860  STATE/COUNTY-  AZ/GILA
 DH6860  USGS QUAD   -  PINAL PEAK (1979)
 DH6860
 DH6860                         *CURRENT SURVEY CONTROL
 DH6860  ___________________________________________________________________
 DH6860* NAD 83(2007)-  33 17 27.41799(N)    110 52 10.28842(W)     ADJUSTED  
 DH6860* NAVD 88     -      1842.30   (meters)    6044.3    (feet)  GPS OBS   
 DH6860  ___________________________________________________________________
 DH6860  EPOCH DATE  -        2007.00
 DH6860  X           -  -1,901,738.895 (meters)                     COMP
 DH6860  Y           -  -4,988,121.361 (meters)                     COMP
 DH6860  Z           -   3,481,972.571 (meters)                     COMP
 DH6860  LAPLACE CORR-           9.15  (seconds)                    DEFLEC99
 DH6860  ELLIP HEIGHT-        1814.856 (meters)          (02/10/07) ADJUSTED
 DH6860  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DH6860
 DH6860  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6860  Type    PID    Designation                      North   East  Ellip
 DH6860  -------------------------------------------------------------------
 DH6860  NETWORK DH6860 WESTLAKE                          0.74   0.63   2.25
 DH6860  -------------------------------------------------------------------
 DH6860
 DH6860.The horizontal coordinates were established by GPS observations
 DH6860.and adjusted by the National Geodetic Survey in February 2007.
 DH6860
 DH6860.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6860.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6860.The horizontal coordinates are valid at the epoch date displayed above.
 DH6860.The epoch date for horizontal control is a decimal equivalence
 DH6860.of Year/Month/Day.
 DH6860
 DH6860.The orthometric height was determined by GPS observations and a
 DH6860.high-resolution geoid model.
 DH6860.The orthometric height was determined by GPS observations and a
 DH6860.high-resolution geoid model using precise GPS observation and
 DH6860.processing techniques.
 DH6860
 DH6860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6860
 DH6860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6860
 DH6860.The ellipsoidal height was determined by GPS observations
 DH6860.and is referenced to NAD 83.
 DH6860
 DH6860.The geoid height was determined by GEOID03.
 DH6860
 DH6860;                    North         East     Units Scale Factor Converg.
 DH6860;SPC AZ E     -   254,237.055   147,897.992   MT  0.99995282   -0 23 08.9
 DH6860;SPC AZ E     -   834,111.07    485,229.63   iFT  0.99995282   -0 23 08.9
 DH6860;UTM  12      - 3,683,549.973   512,148.315   MT  0.99960182   +0 04 17.8
 DH6860
 DH6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6860!SPC AZ E     -   0.99971516  x   0.99995282  =   0.99966799
 DH6860!UTM  12      -   0.99971516  x   0.99960182  =   0.99931709
 DH6860
 DH6860                          SUPERSEDED SURVEY CONTROL
 DH6860
 DH6860  NAD 83(1992)-  33 17 27.41784(N)    110 52 10.28814(W) AD(       ) B
 DH6860  ELLIP H (08/22/05) 1814.861  (m)                       GP(       ) 4 2
 DH6860
 DH6860.Superseded values are not recommended for survey control.
 DH6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6860.See file dsdata.txt to determine how the superseded data were derived.
 DH6860
 DH6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1214883550(NAD 83)
 DH6860_MARKER: DD = SURVEY DISK
 DH6860_SETTING: 66 = SET IN ROCK OUTCROP
 DH6860_STAMPING: WESTLAKE 2004 LS14169
 DH6860_MARK LOGO: AZ-007
 DH6860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6860+STABILITY: POSITION/ELEVATION WELL
 DH6860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6860+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DH6860
 DH6860  HISTORY     - Date     Condition        Report By
 DH6860  HISTORY     - 2004  01 MONUMENTED       AZ-007
 DH6860  HISTORY     - 20081114 GOOD             GEOCAC
 DH6860
 DH6860                          STATION DESCRIPTION
 DH6860
 DH6860'DESCRIBED BY GILA COUNTY ARIZONA 2004
 DH6860'STARTING AT THE INTERSECTION OF US-60 AND SR-188 IN GLOBE,AZ. PROCEED
 DH6860'SOUTH ON RUSSELL RD 2.6 MILES TO CATTLE GUARD/END OF PAVEMENT. BEGIN
 DH6860'FOREST SERVICE (FS) ROAD 55. CONTINUE ON FS 55 SOUTH AND EAST 3.6
 DH6860'MILES TO INTERSECTION WITH FS 651. TAKE FS 651 SOUTHERLY 5.4 FILES TO
 DH6860'INTERSECTION OF FS 651 AND FS 899. PACK 150 FEET SOUTH ALONG RIDGE
 DH6860'LINE TRAIL TO MONUMENT.
 DH6860
 DH6860                          STATION RECOVERY (2008)
 DH6860
 DH6860'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DH6860'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DH6860'THE DESCRIPTION - THE MARK IS LOCATED 6.0 FEET NORTH OF A WITNESS
 DH6860'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0384 ***********************************************************************
 GQ0384  DESIGNATION -  WESTVIEW
 GQ0384  PID         -  GQ0384
 GQ0384  STATE/COUNTY-  AZ/MOHAVE
 GQ0384  USGS QUAD   -  LAST CHANCE CANYON (1971)
 GQ0384
 GQ0384                         *CURRENT SURVEY CONTROL
 GQ0384  ___________________________________________________________________
 GQ0384* NAD 83(1992)-  36 24 40.48747(N)    113 44 04.41538(W)     ADJUSTED  
 GQ0384* NAVD 88     -      2057.8    (meters)    6751.     (feet)  VERTCON   
 GQ0384  ___________________________________________________________________
 GQ0384  LAPLACE CORR-          17.30  (seconds)                    DEFLEC99
 GQ0384  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 GQ0384  HORZ ORDER  -  SECOND
 GQ0384
 GQ0384.The horizontal coordinates were established by classical geodetic methods
 GQ0384.and adjusted by the National Geodetic Survey in August 1993.
 GQ0384
 GQ0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0384
 GQ0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0384
 GQ0384.The geoid height was determined by GEOID03.
 GQ0384
 GQ0384;                    North         East     Units Scale Factor Converg.
 GQ0384;SPC AZ W     -   600,161.517   214,744.787   MT  0.99993336   +0 00 33.0
 GQ0384;SPC AZ W     - 1,969,033.85    704,543.26   iFT  0.99993336   +0 00 33.0
 GQ0384;UTM  12      - 4,033,038.036   254,798.847   MT  1.00034083   -1 37 26.3
 GQ0384
 GQ0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0384!SPC AZ W     -   0.99968106  x   0.99993336  =   0.99961444
 GQ0384!UTM  12      -   0.99968106  x   1.00034083  =   1.00002178
 GQ0384
 GQ0384|---------------------------------------------------------------------|
 GQ0384| PID    Reference Object                     Distance      Geod. Az  |
 GQ0384|                                                           dddmmss.s |
 GQ0384| CH4534 WESTVIEW RM 1                        11.321 METERS 03051     |
 GQ0384| CH4533 WESTVIEW AZ MK                                     1270015.9 |
 GQ0384| CH4535 WESTVIEW RM 2                        15.219 METERS 23235     |
 GQ0384|---------------------------------------------------------------------|
 GQ0384
 GQ0384                          SUPERSEDED SURVEY CONTROL
 GQ0384
 GQ0384  NAD 83(1986)-  36 24 40.48167(N)    113 44 04.41385(W) AD(       ) 2
 GQ0384  NAD 27      -  36 24 40.55000(N)    113 44 01.58500(W) AD(       ) 2
 GQ0384  NGVD 29 (07/19/86) 2056.9    (m)         6748.     (f) VERT ANG    3  
 GQ0384
 GQ0384.Superseded values are not recommended for survey control.
 GQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0384.See file dsdata.txt to determine how the superseded data were derived.
 GQ0384
 GQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5479933038(NAD 83)
 GQ0384_MARKER: DS = TRIANGULATION STATION DISK
 GQ0384_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0384
 GQ0384  HISTORY     - Date     Condition        Report By
 GQ0384  HISTORY     - 1953     MONUMENTED       CGS
 GQ0384  HISTORY     - 1971     GOOD             USGS
 GQ0384  HISTORY     - 1972     GOOD             AZHD
 GQ0384
 GQ0384                          STATION DESCRIPTION
 GQ0384
 GQ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0384'THE STATION IS LOCATED ABOUT 48 MILES SOUTH-SOUTHWEST OF
 GQ0384'ST. GEORGE, UTAH, ABOUT 23 MILES SOUTHWEST OF WOLF HOLE, ABOUT
 GQ0384'16 MILES NORTHWEST OF THE WARING RANCH, ABOUT 8 MILES EAST
 GQ0384'OF GRAND WASH AND ABOUT 2 MILES WEST-NORTHWEST OF A TIMBERED
 GQ0384'MOUNTAIN WHICH IS THE HIGHEST POINT IN THE VICINITY.  IT IS
 GQ0384'ON TOP AND AT THE WESTERN EDGE OF A PROMINENT LIGHT-COLORED,
 GQ0384'ROUND-TOPPED HILL WHICH IS AT THE EDGE OF A RIM ROCK AND
 GQ0384'OVERLOOKS THE LOW LANDS TO THE WEST.
 GQ0384'
 GQ0384'REACHED FROM THE POST OFFICE IN ST. GEORGE BY GOING EAST ON
 GQ0384'PAVED STREET FOR 0.7 MILE TO THE NORTHEAST CORNER OF THE CEMETERY.
 GQ0384'TURN RIGHT AND CONTINUE FOR 2.1 MILES TO A FORK AT THE SOUTH
 GQ0384'END OF THE VIRGIN RIVER BRIDGE.  TAKE THE RIGHT FORK (SOUTH)
 GQ0384'FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 1.4 MILES
 GQ0384'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED
 GQ0384'ROAD SOUTHERLY FOR 23.5 MILES TO WOLF HOLE AT A CABIN AND
 GQ0384'CORRALS ON THE RIGHT.  CONTINUE FOR 0.5 MILE TO A FORK.  TAKE
 GQ0384'THE LEFT FORK AND GO 2.6 MILES TO A FORK.  TAKE THE LEFT FORK
 GQ0384'AND CONTINUE ON THE MAIN TRAVELED ROAD, EAST, UP OVER RIDGE
 GQ0384'THEN SOUTH-SOUTHEAST FOR A TOTAL DISTANCE OF 15.5 MILES TO
 GQ0384'AN OLD STONE CHIMNEY, CORRAL AND RESERVOIR ON THE RIGHT
 GQ0384'(WEST) SIDE OF ROAD.  CONTINUE FOR 0.3 MILE TO A FORK.
 GQ0384'TAKE THE RIGHT FORK AND GO 2.3 MILES TO A ROAD LEFT.  TAKE THE
 GQ0384'RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD FOR
 GQ0384'14.2 MILES TO A ROAD RIGHT AT A SMALL FENCED PASTURE IN A
 GQ0384'DRAW.  TURN RIGHT AND FOLLOW OLD ROAD UP WASH FOR 4.0
 GQ0384'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 1.7
 GQ0384'MILES TO AN OLD ABANDONED CABIN AT A LARGE CORRAL AND A
 GQ0384'FORK.  TAKE THE RIGHT FORK, PASSING BETWEEN THE CABIN AND
 GQ0384'CORRAL AND GO 0.8 MILE TO A FORK.  TURN LEFT FOR ABOUT 50
 GQ0384'FEET THENCE RIGHT ONTO A TRACK ROAD AND GO 2.4 MILES TO A T
 GQ0384'ROAD.  TURN RIGHT AND GO 0.6 MILE TO A DIM FORK LEFT.  TURN
 GQ0384'LEFT AND CONTINUE FOR 1.75 MILES TO A WHITE WITNESS POST ON
 GQ0384'THE RIGHT SIDE OF ROAD AND THE AZIMUTH MARK AS DESCRIBED
 GQ0384'BELOW.  CONTINUE FOR 0.35 MILE TO THE END OF MAIN ROAD.  CONTINUE
 GQ0384'ON DIM TRACK ROAD FOR 1.0 MILE TO THE END OF ROAD.  CONTINUE
 GQ0384'NORTHWEST FOR 0.2 MILE TO THE HIGHEST PART OF A BALD HILL
 GQ0384'AND THE STATION.  A DRIVE STATION.
 GQ0384'
 GQ0384'THE STATION IS 33 FEET SOUTHEAST OF THE WEST EDGE OF THE MESA
 GQ0384'AND ABOUT 70 YARDS NORTHEAST OF THE HEAD OF A RIDGE LEADING
 GQ0384'DOWN THE SLOPE TO THE WEST.  THE MARK IS ON THE HIGHEST POINT
 GQ0384'OF THE HILL, SET IN AN OUTCROP THAT IS ABOUT 2 INCHES BELOW
 GQ0384'THE GROUND SURFACE.  THE MARK IS STAMPED WESTVIEW 1953.
 GQ0384'
 GQ0384'REFERENCE MARK 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GQ0384'STATION.  IT IS A STANDARD DISK SET IN AN OUTCROP THAT IS
 GQ0384'ABOUT 4 INCHES BELOW THE GROUND SURFACE.  THE MARK IS STAMPED
 GQ0384'WESTVIEW NO 1 1953.
 GQ0384'
 GQ0384'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN THE STATION MARK,
 GQ0384'16 FEET SOUTHEAST OF A 12-INCH STUMP WHICH SETS AT THE WEST
 GQ0384'EDGE OF THE MESA.  THE MARK IS A STANDARD DISK SET IN AN OUTCROP
 GQ0384'THAT IS FLUSH WITH THE GROUND.  THE MARK IS STAMPED WESTVIEW
 GQ0384'NO 2 1953.
 GQ0384'
 GQ0384'THE AZIMUTH MARK IS ON THE NORTHWEST SLOPE OF A HEAVILY
 GQ0384'TIMBERED HILL, ABOUT 125 YARDS EAST OF THE ROAD WHERE A WHITE
 GQ0384'WITNESS POSTS STANDS, 30 YARDS NORTHWEST OF THE HIGHEST POINT
 GQ0384'AND 33 FEET NORTH OF A TRIMMED CEDAR TREE.  THE MARK, IS A
 GQ0384'STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 GQ0384'PROJECTS ABOUT 14 INCHES ABOVE THE SURFACE AND HAS A CAIRN
 GQ0384'BUILT AROUND THE BASE.  THE MARK IS STAMPED WESTVIEW 1953.
 GQ0384
 GQ0384                          STATION RECOVERY (1971)
 GQ0384
 GQ0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GQ0384'NOTE--THE ROAD NOW ENDS AT THE STATION MARK AND CAN BE DRIVEN
 GQ0384'TO.  THE STUMP NEAR R.M. 2 HAS BEEN DESTROYED.
 GQ0384
 GQ0384                          STATION RECOVERY (1972)
 GQ0384
 GQ0384'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0384'GENERAL LOCATION--ABOUT 48 MILES SSW ST. GEORGE UTAH
 GQ0384'AND ABOUT 23 MILES SW OF WOLF HOLE
 GQ0384'
 GQ0384'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0384'
 GQ0384'STATION MARK STD USC AND GS BC SET IN OUTCROP STAMPED - WEST VIEW
 GQ0384'1953
 GQ0384'
 GQ0384'REFERENCE MARKS NO 1 STD USC AND GS BC SET IN OUT OUTCROP
 GQ0384'4 IN BELOW GROUND STAMPED NO 1 WESTVIEW 1953 NO 2 SET IN OUTCROP
 GQ0384'FLUSH STAMPED WESTVIEW NO 2 1953
 GQ0384'
 GQ0384'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7991 ***********************************************************************
 DK7991  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7991  DESIGNATION -  WHEAT
 DK7991  PID         -  DK7991
 DK7991  STATE/COUNTY-  AZ/GILA
 DK7991  USGS QUAD   -  GLOBE (1982)
 DK7991
 DK7991                         *CURRENT SURVEY CONTROL
 DK7991  ___________________________________________________________________
 DK7991* NAD 83(2007)-  33 29 40.22075(N)    110 51 16.65519(W)     ADJUSTED  
 DK7991* NAVD 88     -       934.67   (meters)    3066.5    (feet)  GPS OBS   
 DK7991  ___________________________________________________________________
 DK7991  EPOCH DATE  -        2007.00
 DK7991  X           -  -1,895,747.605 (meters)                     COMP
 DK7991  Y           -  -4,976,293.497 (meters)                     COMP
 DK7991  Z           -   3,500,326.816 (meters)                     COMP
 DK7991  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 DK7991  ELLIP HEIGHT-         907.302 (meters)          (01/09/09) ADJUSTED
 DK7991  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DK7991  HORZ ORDER  -  B
 DK7991  ELLP ORDER  -  FOURTH    CLASS II
 DK7991
 DK7991.The horizontal coordinates were established by GPS observations
 DK7991.and adjusted by the National Geodetic Survey in January 2009.
 DK7991
 DK7991.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7991.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7991.The horizontal coordinates are valid at the epoch date displayed above.
 DK7991.The epoch date for horizontal control is a decimal equivalence
 DK7991.of Year/Month/Day.
 DK7991
 DK7991.The orthometric height was determined by GPS observations and a
 DK7991.high-resolution geoid model.
 DK7991.The orthometric height was determined by GPS observations and a
 DK7991.high-resolution geoid model using precise GPS observation and
 DK7991.processing techniques.
 DK7991
 DK7991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7991
 DK7991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7991
 DK7991.The ellipsoidal height was determined by GPS observations
 DK7991.and is referenced to NAD 83.
 DK7991
 DK7991.The geoid height was determined by GEOID03.
 DK7991
 DK7991;                    North         East     Units Scale Factor Converg.
 DK7991;SPC AZ E     -   276,802.930   149,434.777   MT  0.99995036   -0 22 46.8
 DK7991;SPC AZ E     -   908,146.10    490,271.58   iFT  0.99995036   -0 22 46.8
 DK7991;UTM  12      - 3,706,119.534   513,503.936   MT  0.99960225   +0 04 48.8
 DK7991
 DK7991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7991!SPC AZ E     -   0.99985758  x   0.99995036  =   0.99980795
 DK7991!UTM  12      -   0.99985758  x   0.99960225  =   0.99945989
 DK7991
 DK7991                          SUPERSEDED SURVEY CONTROL
 DK7991
 DK7991.No superseded survey control is available for this station.
 DK7991
 DK7991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1350406120(NAD 83)
 DK7991_MARKER: DD = SURVEY DISK
 DK7991_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7991_SP_SET: SET IN AN ABUTMENT OR PIER OF A
 DK7991_STAMPING: WHEAT 2005
 DK7991_MARK LOGO: NGS   
 DK7991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7991+STABILITY: POSITION/ELEVATION WELL
 DK7991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7991+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 DK7991
 DK7991  HISTORY     - Date     Condition        Report By
 DK7991  HISTORY     - 20051004 MONUMENTED       AZ-007
 DK7991
 DK7991                          STATION DESCRIPTION
 DK7991
 DK7991'DESCRIBED BY GILA COUNTY ARIZONA 2005
 DK7991'FROM THE INTERSECTION OF U.S. 60 AND S.R. 188 IN CLAYPOOL, ARIZONA GO
 DK7991'NORTH FOR 4.5 MI (7.2 KM) TO OLD 88 ROAD TURN EAST FOR 1.7 MI (2.7 KM)
 DK7991'TO HICKS PROCEED FOR 0.2MI TO NORTH EAST CORNER OF BRIDGE AND THE
 DK7991'STATION IN THE ABUTMENT.  MONUMENT IS BRASS CAP IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0488 ***********************************************************************
 CY0488  DESIGNATION -  WHEEL
 CY0488  PID         -  CY0488
 CY0488  STATE/COUNTY-  AZ/COCHISE
 CY0488  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0488
 CY0488                         *CURRENT SURVEY CONTROL
 CY0488  ___________________________________________________________________
 CY0488* NAD 83(1992)-  32 17 36.21920(N)    109 48 54.63967(W)     ADJUSTED  
 CY0488* NAVD 88     -      1279.60   (+/-2cm)    4198.2    (feet)  VERTCON   
 CY0488  ___________________________________________________________________
 CY0488  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CY0488  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY0488  HORZ ORDER  -  SECOND
 CY0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0488
 CY0488.The horizontal coordinates were established by classical geodetic methods
 CY0488.and adjusted by the National Geodetic Survey in August 1993.
 CY0488
 CY0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0488.The vertical order pertains to the NGVD 29 superseded value.
 CY0488
 CY0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0488
 CY0488.The geoid height was determined by GEOID03.
 CY0488
 CY0488;                    North         East     Units Scale Factor Converg.
 CY0488;SPC AZ E     -   143,452.322   246,463.880   MT  0.99991351   +0 11 16.0
 CY0488;SPC AZ E     -   470,644.10    808,608.53   iFT  0.99991351   +0 11 16.0
 CY0488;UTM  12      - 3,573,573.279   611,558.405   MT  0.99975347   +0 37 59.0
 CY0488
 CY0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0488!SPC AZ E     -   0.99980336  x   0.99991351  =   0.99971689
 CY0488!UTM  12      -   0.99980336  x   0.99975347  =   0.99955688
 CY0488
 CY0488|---------------------------------------------------------------------|
 CY0488| PID    Reference Object                     Distance      Geod. Az  |
 CY0488|                                                           dddmmss.s |
 CY0488| CY0489 WHEEL RM 1                           10.324 METERS 11519     |
 CY0488| CY0487 WHEEL RM 2                           10.972 METERS 24755     |
 CY0488| CY1204 SPIKE E                             APPROX. 1.4 KM 3461501.8 |
 CY0488|---------------------------------------------------------------------|
 CY0488
 CY0488                          SUPERSEDED SURVEY CONTROL
 CY0488
 CY0488  NAD 83(1986)-  32 17 36.21376(N)    109 48 54.63607(W) AD(       ) 2
 CY0488  NAD 27      -  32 17 35.95060(N)    109 48 52.39180(W) AD(       ) 2
 CY0488  NGVD 29 (??/??/92) 1278.859  (m)         4195.72   (f) ADJ UNCH    2 0
 CY0488
 CY0488.Superseded values are not recommended for survey control.
 CY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0488.See file dsdata.txt to determine how the superseded data were derived.
 CY0488
 CY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1155873573(NAD 83)
 CY0488_MARKER: DS = TRIANGULATION STATION DISK
 CY0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0488_STAMPING: WHEEL 1960
 CY0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0488+STABILITY: SURFACE MOTION
 CY0488
 CY0488  HISTORY     - Date     Condition        Report By
 CY0488  HISTORY     - 1960     MONUMENTED       CGS
 CY0488  HISTORY     - 1960     GOOD             CGS
 CY0488
 CY0488                          STATION DESCRIPTION
 CY0488
 CY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0488'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF WILLCOX,
 CY0488'1/2 MILE NORTHWEST OF STATE HIGHWAY 86 AND ON THE NORTH SIDE
 CY0488'OF A TELEPHONE LINE, ABOUT THE CENTER OF THE NORTHEAST 1/4
 CY0488'OF SECTION 20, T 13 S, R 25 E.
 CY0488'
 CY0488'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 186 IN WILLCOX
 CY0488'BY GOING NORTHEASTERLY ON HIGHWAY 86 FOR 3.5 MILES TO A SIDE
 CY0488'ROAD LEFT, TURN LEFT, CROSSING CATTLEGUARD, AND FOLLOW GRADED
 CY0488'ROAD 0.35 MILE TO WIRE GATE, PASS THROUGH GATE, TURN LEFT
 CY0488'AND FOLLOW SAND ROAD FOR 0.2 MILE TO TELEPHONE LINES, TURN RIGHT
 CY0488'AND FOLLOW TELEPHONE LINE WESTERLY FOR 0.4 MILE TO STATION ON
 CY0488'THE RIGHT.
 CY0488'
 CY0488'STATION MARKS ARE STANDARD DISKS, STAMPED WHEEL 1960.  THE
 CY0488'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 CY0488'POST PROJECTING 2 INCHES.  IT IS 63 FEET NORTH OF THE CENTER
 CY0488'OF A TRACK ROAD, 11 FEET NORTH OF TELEPHONE LINE POLE NUMBER HE
 CY0488'64 AND 2.8 FEET EAST OF A METAL WITNESS POST.
 CY0488'
 CY0488'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHEEL NO 1 1960,
 CY0488'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0488'3 INCHES.  IT IS 52 FEET NORTH OF THE CENTER OF THE ROAD AND
 CY0488'30.8 FEET EAST OF THE TELEPHONE LINE POLE.
 CY0488'
 CY0488'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHEEL NO 2 1960,
 CY0488'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 CY0488'3 INCHES.  IT IS 53 FEET NORTH OF THE CENTER OF THE ROAD
 CY0488'AND 32.7 FEET WEST OF THE TELEPHONE LINE POLE.
 CY0488'
 CY0488'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  TRIANGULATION
 CY0488'STATION SPIKE E CAN BE USED.  SEE DESCRIPTION THEREOF.
 CY0488
 CY0488                          STATION RECOVERY (1960)
 CY0488
 CY0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CY0488'4.4 MI N FROM WILLCOX.
 CY0488'3.5 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 86 AND STATE
 CY0488'HIGHWAY 186 AT WILLCOX, ARIZONA, ON STATE HIGHWAY 86, THENCE 0.35 MILE
 CY0488'NORTHWEST ON A DIRT ROAD TO A WIRE GATE, THENCE 0.2 MILE SOUTHWEST ON
 CY0488'DIRT ROAD TO TELEPHONE POLES, THENCE 0.4 MILE WEST TO THE STATION.
 CY0488'STATION IS LOCATED 11 FEET NORTH OF TELEPHONE POLE NO. HE64, 63 FEET
 CY0488'NORTH OF CENTER OF TRACK ROAD, 2.8 FEET EAST OF WITNESS POST, SET IN
 CY0488'THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0161 ***********************************************************************
 FR0161  DESIGNATION -  WHEEL
 FR0161  PID         -  FR0161
 FR0161  STATE/COUNTY-  AZ/COCONINO
 FR0161  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0161
 FR0161                         *CURRENT SURVEY CONTROL
 FR0161  ___________________________________________________________________
 FR0161* NAD 83(1992)-  35 15 51.21196(N)    112 02 27.79565(W)     ADJUSTED  
 FR0161* NAVD 88     -      2101.707  (meters)    6895.35   (feet)  ADJUSTED  
 FR0161  ___________________________________________________________________
 FR0161  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 FR0161  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0161  DYNAMIC HT  -        2098.737 (meters)    6885.61  (feet)  COMP
 FR0161  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 FR0161
 FR0161  HORZ ORDER  -  THIRD
 FR0161  VERT ORDER  -  FIRST     CLASS II
 FR0161
 FR0161.The horizontal coordinates were established by classical geodetic methods
 FR0161.and adjusted by the National Geodetic Survey in August 1993.
 FR0161
 FR0161.The orthometric height was determined by differential leveling
 FR0161.and adjusted in June 1991.
 FR0161
 FR0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0161
 FR0161.The geoid height was determined by GEOID03.
 FR0161
 FR0161.The dynamic height is computed by dividing the NAVD 88
 FR0161.geopotential number by the normal gravity value computed on the
 FR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0161.degrees latitude (g = 980.6199 gals.).
 FR0161
 FR0161.The modeled gravity was interpolated from observed gravity values.
 FR0161
 FR0161;                    North         East     Units Scale Factor Converg.
 FR0161;SPC AZ C     -   472,892.351   202,042.628   MT  0.99990158   -0 04 18.5
 FR0161;SPC AZ C     - 1,551,484.09    662,869.51   iFT  0.99990158   -0 04 18.5
 FR0161;UTM  12      - 3,902,842.026   405,306.703   MT  0.99971050   -0 36 03.9
 FR0161
 FR0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0161!SPC AZ C     -   0.99967389  x   0.99990158  =   0.99957550
 FR0161!UTM  12      -   0.99967389  x   0.99971050  =   0.99938448
 FR0161
 FR0161|---------------------------------------------------------------------|
 FR0161| PID    Reference Object                     Distance      Geod. Az  |
 FR0161|                                                           dddmmss.s |
 FR0161| FR0162 WHEEL RM 1                            7.565 METERS 05119     |
 FR0161| FR0158 PORT                                APPROX. 2.3 KM 2693307.8 |
 FR0161| FR0160 WHEEL RM 2                            7.931 METERS 30320     |
 FR0161|---------------------------------------------------------------------|
 FR0161
 FR0161                          SUPERSEDED SURVEY CONTROL
 FR0161
 FR0161  NAD 83(1986)-  35 15 51.20976(N)    112 02 27.79220(W) AD(       ) 3
 FR0161  NAD 27      -  35 15 51.16760(N)    112 02 25.20820(W) AD(       ) 3
 FR0161  NGVD 29 (??/??/92) 2100.705  (m)         6892.06   (f) ADJ UNCH    1 2
 FR0161
 FR0161.Superseded values are not recommended for survey control.
 FR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0161.See file dsdata.txt to determine how the superseded data were derived.
 FR0161
 FR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0530702842(NAD 83)
 FR0161_MARKER: DS = TRIANGULATION STATION DISK
 FR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0161_STAMPING: WHEEL 1958
 FR0161_MARK LOGO: CGS   
 FR0161_PROJECTION: FLUSH
 FR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0161+STABILITY: SURFACE MOTION
 FR0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0161+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FR0161
 FR0161  HISTORY     - Date     Condition        Report By
 FR0161  HISTORY     - 1958     MONUMENTED       CGS
 FR0161  HISTORY     - 1958     GOOD             CGS
 FR0161  HISTORY     - 1971     GOOD             AZHD
 FR0161  HISTORY     - 1982     GOOD             NGS
 FR0161  HISTORY     - 20060429 GOOD             NGS
 FR0161
 FR0161                          STATION DESCRIPTION
 FR0161
 FR0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0161'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S.
 FR0161'HIGHWAY 66 AND 89, 8 MILES EAST OF WILLIAMS, 5 MILES WEST OF
 FR0161'PARKS AND 0.2 MILE EAST OF THE WAGON WHEEL MOTEL AND SERVICE
 FR0161'STATION.
 FR0161'
 FR0161'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMS, GO EAST
 FR0161'ON U.S. HIGHWAY 66 AND 89 FOR 2.3 MILES TO THE JUNCTION OF
 FR0161'STATE HIGHWAY 64, CONTINUE EAST ON U.S. HIGHWAY 66 AND 89
 FR0161'FOR 6.1 MILES TO THE WAGON WHEEL MOTEL AND SERVICE STATION
 FR0161'ON THE LEFT, CONTINUE EAST ON THE HIGHWAY FOR 0.2 MILE TO THE
 FR0161'STATION ON THE LEFT.
 FR0161'
 FR0161'THE STATION MARK, STAMPED WHEEL 1958, IS A STANDARD DISK
 FR0161'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 FR0161'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET NORTH
 FR0161'OF THE CENTER OF U.S. HIGHWAY 66 AND 89, 8 FEET WEST OF A
 FR0161'WITNESS SIGN POST AND 5 FEET EAST OF A HIGHWAY RIGHT-OF-WAY
 FR0161'MARKER.
 FR0161'
 FR0161'REFERENCE MARK NO. 1, STAMPED WHEEL NO 1 1958, IS A STANDARD
 FR0161'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FR0161'3 INCHES.  IT IS 82 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 FR0161'66 AND 89 AND 19 FEET NORTHEAST OF A WITNESS SIGN POST.
 FR0161'
 FR0161'REFERENCE MARK NO. 2, STAMPED WHEEL NO 2 1958, IS A STANDARD
 FR0161'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FR0161'3 INCHES.  IT IS 81 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 FR0161'66 AND 89 AND 34 FEET NORTHWEST OF A WITNESS SIGN POST.
 FR0161
 FR0161                          STATION RECOVERY (1958)
 FR0161
 FR0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FR0161'8.0 MI E FROM WILLIAMS.
 FR0161'8.6 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0161'WILLIAMS, 0.2 MILE EAST OF THE WAGON WHEEL MOTEL AND SERVICE STATION,
 FR0161'67 FEET NORTH OF THE CENTER OF THE HIGHWAY, 8 FEET WEST OF A WITNESS
 FR0161'POST, 5 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AND SET IN THE TOP
 FR0161'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FR0161
 FR0161                          STATION RECOVERY (1971)
 FR0161
 FR0161'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FR0161'GENERAL LOCATION INT. 40, BETWEEN WILLIAMS AND FLAGSTAFF,
 FR0161'TO REACH, FROM MILEPOST 172, INT. 40, WESTERLY ON THE INT. FOR
 FR0161'0.2 MILES, RIGHT, UP RAMP LEADING TO OVERPASS, 0.2 MILES,
 FR0161'RIGHT AND BACK PARALLEL WITH THE INT. FOR 0.4 MILES AND TO THE
 FR0161'STATION ON THE LEFT.  THE STATION IS A STANDARD USC AND GS
 FR0161'TRIANGULATION BRASS CAP, SET IN THE TOP OF A 12 IN
 FR0161'SQUARE CONCRETE POST, UP 0.25 FT, LOCATED 67 FT NORTHERLY
 FR0161'OF THE CENTERLINE OF A ROAD, AND STAMPED, WHEEL 1958.  R.M. 1
 FR0161'IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP SET IN A
 FR0161'CYLINDRICAL 12 IN CONCRETE POST, LOCATED ABOUT 25 FT
 FR0161'NORTHEAST OF THE STATION, AND STAMPED, WHEEL NO 1 1958.  R.M.
 FR0161'2 IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET
 FR0161'IN A 12 IN CYLINDRICAL CONCRETE POST, UP 0.3 FT, LOCATED
 FR0161'ABOUT 25 FT NORTHWEST OF THE STATION AND STAMPED, WHEEL
 FR0161'NO 2 1958.
 FR0161
 FR0161                          STATION RECOVERY (1982)
 FR0161
 FR0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0161'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0161'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FR0161'ALONG INTERSTATE HIGHWAY 40, THENCE 1.3 KM (0.7 MI) EAST ALONG PARKS
 FR0161'ROAD, THE MARKS ARE SURROUNDED BY PONDS, 0.3 KM (0.2 MI) EAST OF A LOG
 FR0161'CABIN, 21.9 METERS (72 FT) NORTH OF THE CENTERLINE OF THE ROAD, 7.6
 FR0161'METERS (24.9 FT) SOUTHWEST OF RM 1, 7.9 METERS (26.0 FT) SOUTHEAST OF
 FR0161'RM 2.
 FR0161'THE MARK IS 2 METERS  W FROM A WITNESS POST.
 FR0161'THE MARK IS 1 M BELOW THE ROAD.
 FR0161
 FR0161                          STATION RECOVERY (2006)
 FR0161
 FR0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0161'STATION IS 0.6 MI EAST ALONG PARKS ROAD (OLD US 66) FROM EXIT 171 OF
 FR0161'INTERSTATE 40 AT PITTMAN VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0489 ***********************************************************************
 CY0489  DESIGNATION -  WHEEL RM 1
 CY0489  PID         -  CY0489
 CY0489  STATE/COUNTY-  AZ/COCHISE
 CY0489  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0489
 CY0489                         *CURRENT SURVEY CONTROL
 CY0489  ___________________________________________________________________
 CY0489* NAD 83(1986)-  32 17 35.     (N)    109 48 54.     (W)     SCALED    
 CY0489* NAVD 88     -      1279.37   (+/-2cm)    4197.4    (feet)  VERTCON   
 CY0489  ___________________________________________________________________
 CY0489  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0489
 CY0489.The horizontal coordinates were scaled from a topographic map and have
 CY0489.an estimated accuracy of +/- 6 seconds.
 CY0489
 CY0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0489.The vertical order pertains to the NGVD 29 superseded value.
 CY0489
 CY0489.The geoid height was determined by GEOID03.
 CY0489
 CY0489;                    North         East    Units  Estimated Accuracy
 CY0489;SPC AZ E     -   143,420.      246,480.      MT  (+/- 180 meters Scaled)
 CY0489
 CY0489                          SUPERSEDED SURVEY CONTROL
 CY0489
 CY0489  NGVD 29 (??/??/92) 1278.630  (m)         4194.97   (f) ADJ UNCH    2 0
 CY0489
 CY0489.Superseded values are not recommended for survey control.
 CY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0489.See file dsdata.txt to determine how the superseded data were derived.
 CY0489
 CY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA115735(NAD 83)
 CY0489_MARKER: DR = REFERENCE MARK DISK
 CY0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0489_STAMPING: WHEEL NO 1 1960
 CY0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0489+STABILITY: SURFACE MOTION
 CY0489
 CY0489  HISTORY     - Date     Condition        Report By
 CY0489  HISTORY     - 1960     MONUMENTED       CGS
 CY0489
 CY0489                          STATION DESCRIPTION
 CY0489
 CY0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0489'4.4 MI NE FROM WILLCOX.
 CY0489'3.5 MILES NORTHEAST OF JUNCTION OF STATE HIGHWAYS 86 AND 186 AT
 CY0489'WILLCOX, ARIZONA, ON STATE HIGHWAY 86, THENCE 0.35 MILES NORTHWEST ON
 CY0489'A DIRT ROAD TO A WIRE GATE, THENCE 0.2 MILE SOUTHWEST ON A DIRT ROAD
 CY0489'TO A ROW OF TELEPHONE POLES, THENCE 0.4 MILE WEST ALONG THE TELEPHONE
 CY0489'LINE, 30.8 FEET EAST OF A TELEPHONE POLE, 52.0 FEET NORTH OF CENTER OF
 CY0489'TRACK ROAD, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 CY0489'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0162 ***********************************************************************
 FR0162  DESIGNATION -  WHEEL RM 1
 FR0162  PID         -  FR0162
 FR0162  STATE/COUNTY-  AZ/COCONINO
 FR0162  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0162
 FR0162                         *CURRENT SURVEY CONTROL
 FR0162  ___________________________________________________________________
 FR0162* NAD 83(1986)-  35 15 51.     (N)    112 02 27.     (W)     SCALED    
 FR0162* NAVD 88     -      2101.827  (meters)    6895.74   (feet)  ADJUSTED  
 FR0162  ___________________________________________________________________
 FR0162  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0162  DYNAMIC HT  -        2098.857 (meters)    6886.00  (feet)  COMP
 FR0162  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 FR0162
 FR0162  VERT ORDER  -  FIRST     CLASS II
 FR0162
 FR0162.The horizontal coordinates were scaled from a topographic map and have
 FR0162.an estimated accuracy of +/- 6 seconds.
 FR0162
 FR0162.The orthometric height was determined by differential leveling
 FR0162.and adjusted in June 1991.
 FR0162.WARNING-Repeat measurements at this control monument indicate possible
 FR0162.vertical movement.
 FR0162
 FR0162.The geoid height was determined by GEOID03.
 FR0162
 FR0162.The dynamic height is computed by dividing the NAVD 88
 FR0162.geopotential number by the normal gravity value computed on the
 FR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0162.degrees latitude (g = 980.6199 gals.).
 FR0162
 FR0162.The modeled gravity was interpolated from observed gravity values.
 FR0162
 FR0162;                    North         East    Units  Estimated Accuracy
 FR0162;SPC AZ C     -   472,890.      202,060.      MT  (+/- 180 meters Scaled)
 FR0162
 FR0162                          SUPERSEDED SURVEY CONTROL
 FR0162
 FR0162  NGVD 29 (??/??/92) 2100.824  (m)         6892.45   (f) ADJ UNCH    1 2
 FR0162
 FR0162.Superseded values are not recommended for survey control.
 FR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0162.See file dsdata.txt to determine how the superseded data were derived.
 FR0162
 FR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE053028(NAD 83)
 FR0162_MARKER: DR = REFERENCE MARK DISK
 FR0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0162_STAMPING: WHEEL NO 1 1958
 FR0162_MARK LOGO: CGS   
 FR0162_PROJECTION: PROJECTING 6 CENTIMETERS
 FR0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0162+STABILITY: SURFACE MOTION
 FR0162
 FR0162  HISTORY     - Date     Condition        Report By
 FR0162  HISTORY     - 1958     MONUMENTED       CGS
 FR0162  HISTORY     - 1982     GOOD             NGS
 FR0162  HISTORY     - 20060429 POOR             NGS
 FR0162
 FR0162                          STATION DESCRIPTION
 FR0162
 FR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0162'8.0 MI E FROM WILLIAMS.
 FR0162'8.6 MILES EAST ALONG U.S. HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0162'WILLIAMS, 0.2 MILE EAST OF THE WAGON WHEEL MOTEL AND SERVICE STATION,
 FR0162'82 FEET NORTH OF THE CENTER OF THE HIGHWAY, 19 FEET NORTHEAST OF A
 FR0162'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 FR0162'PROJECTS 3 INCHES.
 FR0162
 FR0162                          STATION RECOVERY (1982)
 FR0162
 FR0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0162'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0162'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FR0162'ALONG INTERSTATE HIGHWAY 40, THENCE 1.3 KM (0.7 MI) EAST ALONG PARKS
 FR0162'ROAD, 7.6 METERS (24.9 FT) NORTHEAST OF THE STATION, 12.6 METERS 41.2
 FR0162'FT) EAST OF RM 2.
 FR0162'THE MARK IS 1 M BELOW THE ROAD.
 FR0162
 FR0162                          STATION RECOVERY (2006)
 FR0162
 FR0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0162'STATION IS 0.6 MI EAST ALONG PARKS ROAD (OLD US 66) FROM EXIT 171 OF
 FR0162'INTERSTATE 40 AT PITTMAN VALLEY ROAD.  MONUMENT IS CURRENTLY SOLID,
 FR0162'BUT IS BEING UNCUT BY BY ARROYO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0487 ***********************************************************************
 CY0487  DESIGNATION -  WHEEL RM 2
 CY0487  PID         -  CY0487
 CY0487  STATE/COUNTY-  AZ/COCHISE
 CY0487  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0487
 CY0487                         *CURRENT SURVEY CONTROL
 CY0487  ___________________________________________________________________
 CY0487* NAD 83(1986)-  32 17 35.     (N)    109 48 54.     (W)     SCALED    
 CY0487* NAVD 88     -      1279.46   (+/-2cm)    4197.7    (feet)  VERTCON   
 CY0487  ___________________________________________________________________
 CY0487  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CY0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0487
 CY0487.The horizontal coordinates were scaled from a topographic map and have
 CY0487.an estimated accuracy of +/- 6 seconds.
 CY0487
 CY0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0487.The vertical order pertains to the NGVD 29 superseded value.
 CY0487
 CY0487.The geoid height was determined by GEOID03.
 CY0487
 CY0487;                    North         East    Units  Estimated Accuracy
 CY0487;SPC AZ E     -   143,420.      246,480.      MT  (+/- 180 meters Scaled)
 CY0487
 CY0487                          SUPERSEDED SURVEY CONTROL
 CY0487
 CY0487  NGVD 29 (??/??/92) 1278.719  (m)         4195.26   (f) ADJ UNCH    2 0
 CY0487
 CY0487.Superseded values are not recommended for survey control.
 CY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0487.See file dsdata.txt to determine how the superseded data were derived.
 CY0487
 CY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA115735(NAD 83)
 CY0487_MARKER: DR = REFERENCE MARK DISK
 CY0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0487_STAMPING: WHEEL NO 2 1960
 CY0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0487+STABILITY: SURFACE MOTION
 CY0487
 CY0487  HISTORY     - Date     Condition        Report By
 CY0487  HISTORY     - 1960     MONUMENTED       CGS
 CY0487
 CY0487                          STATION DESCRIPTION
 CY0487
 CY0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CY0487'4.4 MI NE FROM WILLCOX.
 CY0487'3.5 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 86 AND 186 AT
 CY0487'WILLCOX, ARIZONA, ON STATE HIGHWAY 86, 0.35 MILE NORTHWEST ON A DIRT
 CY0487'ROAD TO A WIRE GATE, THENCE 0.2 MILE SOUTHWEST ON DIRT ROAD TO A ROW
 CY0487'OF TELEPHONE POLES, THENCE 0.4 MILE WEST ALONG THE TELEPHONE LINE,
 CY0487'32.7 FEET WEST OF TELEPHONE POLE, 53.0 FEET NORTH OF CENTER OF TRACK
 CY0487'ROAD, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 3
 CY0487'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0160 ***********************************************************************
 FR0160  DESIGNATION -  WHEEL RM 2
 FR0160  PID         -  FR0160
 FR0160  STATE/COUNTY-  AZ/COCONINO
 FR0160  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0160
 FR0160                         *CURRENT SURVEY CONTROL
 FR0160  ___________________________________________________________________
 FR0160* NAD 83(1986)-  35 15 51.     (N)    112 02 28.     (W)     SCALED    
 FR0160* NAVD 88     -      2101.854  (meters)    6895.83   (feet)  ADJUSTED  
 FR0160  ___________________________________________________________________
 FR0160  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 FR0160  DYNAMIC HT  -        2098.884 (meters)    6886.09  (feet)  COMP
 FR0160  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 FR0160
 FR0160  VERT ORDER  -  FIRST     CLASS II
 FR0160
 FR0160.The horizontal coordinates were scaled from a topographic map and have
 FR0160.an estimated accuracy of +/- 6 seconds.
 FR0160
 FR0160.The orthometric height was determined by differential leveling
 FR0160.and adjusted in June 1991.
 FR0160
 FR0160.The geoid height was determined by GEOID03.
 FR0160
 FR0160.The dynamic height is computed by dividing the NAVD 88
 FR0160.geopotential number by the normal gravity value computed on the
 FR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0160.degrees latitude (g = 980.6199 gals.).
 FR0160
 FR0160.The modeled gravity was interpolated from observed gravity values.
 FR0160
 FR0160;                    North         East    Units  Estimated Accuracy
 FR0160;SPC AZ C     -   472,890.      202,040.      MT  (+/- 180 meters Scaled)
 FR0160
 FR0160                          SUPERSEDED SURVEY CONTROL
 FR0160
 FR0160  NGVD 29 (??/??/92) 2100.852  (m)         6892.55   (f) ADJ UNCH    1 2
 FR0160
 FR0160.Superseded values are not recommended for survey control.
 FR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0160.See file dsdata.txt to determine how the superseded data were derived.
 FR0160
 FR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE053028(NAD 83)
 FR0160_MARKER: DR = REFERENCE MARK DISK
 FR0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0160_STAMPING: WHEEL NO 2 1958
 FR0160_MARK LOGO: CGS   
 FR0160_PROJECTION: PROJECTING 6 CENTIMETERS
 FR0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0160+STABILITY: SURFACE MOTION
 FR0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0160+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 FR0160
 FR0160  HISTORY     - Date     Condition        Report By
 FR0160  HISTORY     - 1958     MONUMENTED       CGS
 FR0160  HISTORY     - 1982     GOOD             NGS
 FR0160  HISTORY     - 20060429 GOOD             NGS
 FR0160
 FR0160                          STATION DESCRIPTION
 FR0160
 FR0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0160'8.0 MI E FROM WILLIAMS.
 FR0160'8.6 MILES EAST ALONG HIGHWAY 66 AND 89 FROM THE POST OFFICE IN
 FR0160'WILLIAMS, 0.2 MILE EAST OF THE WAGON WHEEL MOTEL AND SERVICE STATION,
 FR0160'81 FEET NORTH OF THE CENTER OF THE HIGHWAY, 34 FEET NORTHWEST OF A
 FR0160'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 FR0160'PROJECTS 3 INCHES.
 FR0160
 FR0160                          STATION RECOVERY (1982)
 FR0160
 FR0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0160'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0160'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 9.6 KM (6.0 MI) EAST
 FR0160'ALONG INTERSTATE HIGHWAY 40, THENCE 1.3 KM (0.7 MI) EAST ALONG PARKS
 FR0160'ROAD, 7.9 METERS (26.0 FT) NORTHWEST OF THE STATION, 12.6 METERS
 FR0160'(41.2 FT) WEST OF RM 1.
 FR0160'THE MARK IS 1 M BELOW THE ROAD.
 FR0160
 FR0160                          STATION RECOVERY (2006)
 FR0160
 FR0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FR0160'STATION IS 0.6 MI EAST ALONG PARKS ROAD (OLD US 66) FROM EXIT 171 OF
 FR0160'INTERSTATE 40 AT PITTMAN VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0965 ***********************************************************************
 FR0965  DESIGNATION -  WHEELER
 FR0965  PID         -  FR0965
 FR0965  STATE/COUNTY-  AZ/MOHAVE
 FR0965  USGS QUAD   -  BOTTLENECK WASH (1980)
 FR0965
 FR0965                         *CURRENT SURVEY CONTROL
 FR0965  ___________________________________________________________________
 FR0965* NAD 83(1992)-  35 01 35.88617(N)    113 39 52.32030(W)     ADJUSTED  
 FR0965* NAVD 88     -       920.0    (meters)    3018.     (feet)  VERTCON   
 FR0965  ___________________________________________________________________
 FR0965  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 FR0965  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FR0965  HORZ ORDER  -  SECOND
 FR0965
 FR0965.The horizontal coordinates were established by classical geodetic methods
 FR0965.and adjusted by the National Geodetic Survey in August 1993.
 FR0965
 FR0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0965
 FR0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0965
 FR0965.The geoid height was determined by GEOID03.
 FR0965
 FR0965;                    North         East     Units Scale Factor Converg.
 FR0965;SPC AZ W     -   446,547.059   221,159.040   MT  0.99993408   +0 02 56.6
 FR0965;SPC AZ W     - 1,465,049.41    725,587.40   iFT  0.99993408   +0 02 56.6
 FR0965;UTM  12      - 3,879,242.493   256,905.593   MT  1.00032838   -1 31 48.3
 FR0965
 FR0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0965!SPC AZ W     -   0.99986004  x   0.99993408  =   0.99979413
 FR0965!UTM  12      -   0.99986004  x   1.00032838  =   1.00018837
 FR0965
 FR0965|---------------------------------------------------------------------|
 FR0965| PID    Reference Object                     Distance      Geod. Az  |
 FR0965|                                                           dddmmss.s |
 FR0965| CH4536 WHEELER RM 1                          6.608 METERS 17330     |
 FR0965| CH4537 WHEELER RM 2                          8.897 METERS 35553     |
 FR0965| FR0966 ROUND                               APPROX. 5.1 KM 3585924.4 |
 FR0965|---------------------------------------------------------------------|
 FR0965
 FR0965                          SUPERSEDED SURVEY CONTROL
 FR0965
 FR0965  NAD 83(1986)-  35 01 35.88755(N)    113 39 52.32491(W) AD(       ) 2
 FR0965  NAD 27      -  35 01 35.86047(N)    113 39 49.53695(W) AD(       ) 2
 FR0965  NGVD 29 (07/19/86)  919.2    (m)         3016.     (f) VERT ANG    3  
 FR0965
 FR0965.Superseded values are not recommended for survey control.
 FR0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0965.See file dsdata.txt to determine how the superseded data were derived.
 FR0965
 FR0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD5690679242(NAD 83)
 FR0965_MARKER: DD = SURVEY DISK
 FR0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0965
 FR0965  HISTORY     - Date     Condition        Report By
 FR0965  HISTORY     - 1979     MONUMENTED       AZDT
 FR0965  HISTORY     - 19980702 GOOD             USPSQD
 FR0965
 FR0965                          STATION DESCRIPTION
 FR0965
 FR0965'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 FR0965'THE STATION IS LOCATED 22 1/2 MILES WEST NORTHWEST OF WICKIEUP ALONG
 FR0965'THE WEST SIDE OF U.S. HIGHWAY 93.
 FR0965'
 FR0965'THE STATION MARK IS AN ADOT DISK STAMPED, WHEELER 1979.  IT IS SET IN
 FR0965'TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.  IT
 FR0965'IS 3.5 FEET WEST NORTHWEST OF THE WITNESS POST.
 FR0965'
 FR0965'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, WHEELER RM 1 1979.  IT IS
 FR0965'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FR0965'
 FR0965'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, WHEELER RM 2 1979.  IT IS
 FR0965'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 FR0965'
 FR0965'TO REACH THE STATION FROM THE POST OFFICE IN WICKIEUP, TRAVEL NORTH ON
 FR0965'U.S. HIGHWAY 93 FOR 22.7 MILES TO A HIGHWAY CUT AT MILE POST 101.02
 FR0965'AND THE STATION 98 FEET WEST OF THE CENTERLINE.
 FR0965
 FR0965                          STATION RECOVERY (1998)
 FR0965
 FR0965'RECOVERY NOTE BY US POWER SQUADRON 1998
 FR0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0077 ***********************************************************************
 CG0077  DESIGNATION -  WHET 2
 CG0077  PID         -  CG0077
 CG0077  STATE/COUNTY-  AZ/COCHISE
 CG0077  USGS QUAD   -  BENSON (1983)
 CG0077
 CG0077                         *CURRENT SURVEY CONTROL
 CG0077  ___________________________________________________________________
 CG0077* NAD 83(1992)-  31 57 49.08934(N)    110 21 09.83821(W)     NO CHECK  
 CG0077* NAVD 88     -      1242.26   (+/-2cm)    4075.6    (feet)  VERTCON   
 CG0077  ___________________________________________________________________
 CG0077  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CG0077  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0077  HORZ ORDER  -  THIRD
 CG0077  VERT ORDER  -  THIRD (See Below)
 CG0077
 CG0077.The horizontal coordinates were established by classical geodetic methods
 CG0077.and adjusted by the National Geodetic Survey in August 1993.
 CG0077.No horizontal observational check was made to the station.
 CG0077
 CG0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0077.The vertical order pertains to the NGVD 29 superseded value.
 CG0077
 CG0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0077
 CG0077.The geoid height was determined by GEOID03.
 CG0077
 CG0077;                    North         East     Units Scale Factor Converg.
 CG0077;SPC AZ E     -   106,850.259   195,772.833   MT  0.99990381   -0 05 54.6
 CG0077;SPC AZ E     -   350,558.59    642,299.32   iFT  0.99990381   -0 05 54.6
 CG0077;SPC AZ C     -   107,903.387   361,192.664   MT  1.00016945   +0 49 41.0
 CG0077;SPC AZ C     -   354,013.74  1,185,015.30   iFT  1.00016945   +0 49 41.0
 CG0077;UTM  12      - 3,536,587.914   561,162.537   MT  0.99964613   +0 20 33.6
 CG0077
 CG0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0077!SPC AZ E     -   0.99980935  x   0.99990381  =   0.99971318
 CG0077!SPC AZ C     -   0.99980935  x   1.00016945  =   0.99997877
 CG0077!UTM  12      -   0.99980935  x   0.99964613  =   0.99945555
 CG0077
 CG0077|---------------------------------------------------------------------|
 CG0077| PID    Reference Object                     Distance      Geod. Az  |
 CG0077|                                                           dddmmss.s |
 CG0077| CC7641 WHET 2 RM 1                           9.141 METERS 03121     |
 CG0077| CG0076 WHET                                109.820 METERS 15051     |
 CG0077| CC7640 WHET 2 AZ MK                                       2492713.6 |
 CG0077| CC7642 WHET 2 RM 2                          10.680 METERS 25226     |
 CG0077|---------------------------------------------------------------------|
 CG0077
 CG0077                          SUPERSEDED SURVEY CONTROL
 CG0077
 CG0077  NAD 83(1986)-  31 57 49.08390(N)    110 21 09.83430(W) AD(       ) 3
 CG0077  NAD 27      -  31 57 48.78324(N)    110 21 07.57498(W) AD(       ) 3
 CG0077  NGVD 29 (03/28/06) 1241.45   (m)         4073.0    (f) RESET       3  
 CG0077
 CG0077.Superseded values are not recommended for survey control.
 CG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0077.See file dsdata.txt to determine how the superseded data were derived.
 CG0077
 CG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6116336588(NAD 83)
 CG0077_MARKER: DS = TRIANGULATION STATION DISK
 CG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0077_STAMPING: WHET 2 1965
 CG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0077+STABILITY: SURFACE MOTION
 CG0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0077+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CG0077
 CG0077  HISTORY     - Date     Condition        Report By
 CG0077  HISTORY     - 1965     MONUMENTED       AZHD
 CG0077  HISTORY     - 1965     GOOD             CGS
 CG0077  HISTORY     - 20060908 GOOD             GEOCAC
 CG0077
 CG0077                          STATION DESCRIPTION
 CG0077
 CG0077'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1965
 CG0077'TELLUROMETER DISTANCE - WHET 2 TO TED 1960 = 9,959.41 FEET.
 CG0077'
 CG0077'TELLUROMETER DISTANCE - WHET 2 TO SPAN 1960 = 8,183.36 FEET.
 CG0077'
 CG0077'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF BENSON, NEAR THE
 CG0077'ENTRANCE TO THE KAPLAN RANCH.
 CG0077'
 CG0077'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATIN IN BENSON,
 CG0077'GO WEST ON U.S. HIGHWAY 80 (AS OF OCTOBER 1965) FOR 3.25 MILES TO
 CG0077'THE JUNCTION OF STATE ROUTE 90, CONTINUE WEST FOR 0.2 MILE TO THE
 CG0077'ENTRANCE OF THE KAPLAN RANCH, AT THIS POINT TURN RIGHT TO THE
 CG0077'ENTRANCE, BUT STAY OUTSIDE THE PROPERTY LINE FENCE ON THE GRAVEL
 CG0077'ROAD AND GO LEFT FOR 0.4 MILE AND THE STATION ON THE RIGHT.
 CG0077'
 CG0077'THE STATION MARK IS A STANDARD DISK STAMPED WHET 2 1965.  IT IS
 CG0077'LOCATED ABOUT 60 FEET FROM THE GRAVEL ROAD.
 CG0077'
 CG0077'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHET 2 1965 R.M. 1.
 CG0077'
 CG0077'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WHET 2 1965 R.M. 2.
 CG0077'
 CG0077'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHET 2 1965 AND IS
 CG0077'LOCATED ON THE SOUTH SIDE OF INTERSTATE HIGHWAY 10, 100 FEET SOUTH
 CG0077'OF A GATE IN THE RIGHT-OF-WAY FENCE AND IN LINE WITH SMALL STONES.
 CG0077'THE MONUMENT PROJECTS 3 INCHES.
 CG0077
 CG0077                          STATION RECOVERY (1965)
 CG0077
 CG0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CG0077'3.85 MI W FROM BENSON.
 CG0077'ABOUT 3.25 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE RAILROAD STATION
 CG0077'AT BENSON TO THE JUNCTION OF STATE HIGHWAY 90, THENCE CONTINUE WEST
 CG0077'ALONG U. S. HIGHWAY 80 FOR 0.2 MILE TO THE ENTRANCE TO THE KAPLAN
 CG0077'RANCH, HERE TURN RIGHT TO THE ENTRANCE THENCE LEFT WEST FOR 0.4 MILE
 CG0077'ALONG A GRAVEL ROAD THAT FOLLOWS ALONG THE SOUTH SIDE OF THE PROPERTY
 CG0077'FENCE LINE, 60 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, AND
 CG0077'SET IN THE TOP OF A CONCRETE POST.
 CG0077
 CG0077                          STATION RECOVERY (2006)
 CG0077
 CG0077'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG0077'RECOVERED STATION MARK IN GOOD CONDITION AS DESCRIBED WITH THE
 CG0077'FOLLOWING UPDATES TO THE DESCRIPTION   EXIT ON AZ ROUTE 90 NORTH AND
 CG0077'TAKE DARK STAR ROAD ONE THIRD OF A MILE TO THE BLADE ROAD ON THE RIGHT
 CG0077'TO THE ENTRANCE TO THE RANCH. THE STATION IS LOCATED 27 FEET NORTH OF
 CG0077'THE FENCE.
 CG0077' 
 CG0077'RECOVERED REFERENCE MARK 2 IN POOR CONDITION   THE ARROW POINTS DUE
 CG0077'EAST, NOT AT THE STATION MARK. REFERENCE MARK 1 WAS NOT FOUND. DID NOT
 CG0077'SEARCH FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0982 ***********************************************************************
 CG0982  DESIGNATION -  WHETSTONE
 CG0982  PID         -  CG0982
 CG0982  STATE/COUNTY-  AZ/COCHISE
 CG0982  USGS QUAD   -  APACHE PEAK (1973)
 CG0982
 CG0982                         *CURRENT SURVEY CONTROL
 CG0982  ___________________________________________________________________
 CG0982* NAD 83(1992)-  31 51 48.14529(N)    110 23 12.85109(W)     ADJUSTED  
 CG0982* NAVD 88     -      2022.1    (meters)    6634.     (feet)  VERTCON   
 CG0982  ___________________________________________________________________
 CG0982  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CG0982  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CG0982  HORZ ORDER  -  SECOND
 CG0982
 CG0982.The horizontal coordinates were established by classical geodetic methods
 CG0982.and adjusted by the National Geodetic Survey in August 1993.
 CG0982
 CG0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0982
 CG0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0982
 CG0982.The geoid height was determined by GEOID03.
 CG0982
 CG0982;                    North         East     Units Scale Factor Converg.
 CG0982;SPC AZ E     -    95,739.789   192,520.430   MT  0.99990535   -0 06 58.5
 CG0982;SPC AZ E     -   314,106.92    631,628.71   iFT  0.99990535   -0 06 58.5
 CG0982;SPC AZ C     -    96,738.950   358,119.303   MT  1.00015836   +0 48 27.7
 CG0982;SPC AZ C     -   317,385.01  1,174,932.10   iFT  1.00015836   +0 48 27.7
 CG0982;UTM  12      - 3,525,455.669   557,996.483   MT  0.99964148   +0 19 25.2
 CG0982
 CG0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0982!SPC AZ E     -   0.99968694  x   0.99990535  =   0.99959232
 CG0982!SPC AZ C     -   0.99968694  x   1.00015836  =   0.99984525
 CG0982!UTM  12      -   0.99968694  x   0.99964148  =   0.99932853
 CG0982
 CG0982:                Primary Azimuth Mark                     Grid Az
 CG0982:SPC AZ E     -  AVIATION BEACON 45 A                     014 41 12.5
 CG0982:SPC AZ C     -  AVIATION BEACON 45 A                     013 45 46.3
 CG0982:UTM  12      -  AVIATION BEACON 45 A                     014 14 48.8
 CG0982
 CG0982|---------------------------------------------------------------------|
 CG0982| PID    Reference Object                     Distance      Geod. Az  |
 CG0982|                                                           dddmmss.s |
 CG0982| CG0975 AVIATION BEACON 45 A                APPROX. 6.5 KM 0143414.0 |
 CG0982| CG0976 WHETSTONE SP RR WATER TANK          APPROX.10.9 KM 0262518.5 |
 CG0982| CG0967 BENSON MUN WATER TANK               APPROX.14.2 KM 0344711.7 |
 CG0982| CG0966 BENSON SP RR STANDPIPE              APPROX.14.8 KM 0380733.4 |
 CG0982| CG0970 BENSON SPRR WHITE TANK              APPROX.14.9 KM 0411104.2 |
 CG0982| CC7643 WHETSTONE RM 1                        5.408 METERS 05623     |
 CG0982| CC7644 WHETSTONE RM 2                        5.990 METERS 15917     |
 CG0982| CG0989 WILLIAMS                            APPROX. 5.1 KM 3214340.9 |
 CG0982| CG0986 MESCAL EL PASO NAT GAS CO TK        APPROX.12.9 KM 3352156.0 |
 CG0982|---------------------------------------------------------------------|
 CG0982
 CG0982                          SUPERSEDED SURVEY CONTROL
 CG0982
 CG0982  NAD 83(1986)-  31 51 48.13820(N)    110 23 12.84850(W) AD(       ) 2
 CG0982  NAD 27      -  31 51 47.81900(N)    110 23 10.57200(W) AD(       ) 2
 CG0982  NGVD 29 (07/19/86) 2021.2    (m)         6631.     (f) VERT ANG    3  
 CG0982
 CG0982.Superseded values are not recommended for survey control.
 CG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0982.See file dsdata.txt to determine how the superseded data were derived.
 CG0982
 CG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5799625456(NAD 83)
 CG0982_MARKER: DS = TRIANGULATION STATION DISK
 CG0982_SETTING: 66 = SET IN ROCK OUTCROP
 CG0982_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0982+STABILITY: POSITION/ELEVATION WELL
 CG0982
 CG0982  HISTORY     - Date     Condition        Report By
 CG0982  HISTORY     - 1946     MONUMENTED       CGS
 CG0982  HISTORY     - 1956     GOOD             USE
 CG0982  HISTORY     - 1986     GOOD             AZDT
 CG0982
 CG0982                          STATION DESCRIPTION
 CG0982
 CG0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0982'THE STATION IS LOCATED ON THE HIGHEST PART OF THE MOST NE AND
 CG0982'ABOUT 1/4 MILE NW OF THE HIGHEST PART OF THE MOUNTAIN KNOWN AS EAST
 CG0982'PEAK, AT THE NE END OF THE WHETSTONE MOUNTAINS IN THE CORONADO
 CG0982'NATIONAL FOREST.  IN APPROXIMATE AIRLINE DISTANCES, IT IS LOCATED
 CG0982'15 MILES N OF TURNER, 15 MILES NW OF FAIRBANK, 9 MILES WSW OF
 CG0982'ST. DAVID, AND 9 MILES SW OF BENSON.
 CG0982'
 CG0982'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO SE ON
 CG0982'U.S. HIGHWAY 80 AND STATE HIGHWAY 86 FOR 0.3 MILE, THEN TAKE THE
 CG0982'RIGHT FORK AND FOLLOW HIGHWAY 80 S FOR 2.3 MILES TO A BLADED
 CG0982'ROAD COMING INTO THE HIGHWAY AT A WIRE GATE ON THE RIGHT.  TURN
 CG0982'RIGHT HERE, LEAVING THE HIGHWAY AND PASSING THROUGH THE WIRE GATE,
 CG0982'AND FOLLOW THE BLADED ROAD FOR 0.5 MILE TO A FORK.  TAKE THE
 CG0982'MAIN TRAVELED OR LEFT FORK HERE AND CONTINUE ON THE BLADED
 CG0982'ROAD FOR 1.3 MILES TO TWO CATTLE GUARDS AND THE RAILROAD
 CG0982'TRACK OF THE SOUTHERN PACIFIC RAILROAD.  PASS OVER THE
 CG0982'CATTLE GUARDS AND THE TRACK AND CONTINUE ON THE BLADED ROAD
 CG0982'FOR 0.75 MILE TO A FORK.  TAKE THE LEFT FORK HERE AND GO FOR
 CG0982'1.45 MILES TO WHERE THE PIPE LINE CROSSES THE ROAD, THENCE
 CG0982'CONTINUE AHEAD ON THE BLADED ROAD FOR 0.7 MILE TO A TRACK ROAD
 CG0982'LEADING OFF TO THE RIGHT.  LEAVE THE BLADED ROAD HERE AND FOLLOW
 CG0982'THIS TRACK ROAD FOR 0.1 MILE TO A GATE, THENCE PASS THROUGH
 CG0982'THIS GATE AND CONTINUE ON THE TRACK ROAD 0.3 MILE TO A FORK.
 CG0982'TAKE THE RIGHT FORK AND CONTINUE ON THE ROAD FOR 0.2 MILE TO
 CG0982'ANOTHER GATE.  PASS THROUGH THIS GATE AND FOLLOW THE TRACK
 CG0982'ROAD FOR 0.4 MILE TO A WIRE GATE ON THE LEFT SIDE OF THE
 CG0982'ROAD.  LEAVE THE TRACK AT THIS POINT AND PASS THROUGH THIS GATE
 CG0982'PICKING UP A DIM TRACK ROAD GOING W ON THE OTHER SIDE.  FOLLOW
 CG0982'THIS DIM TRACK ROAD IN A W DIRECTION FOR 1.15 MILES TO THE
 CG0982'END OF THE ROAD ON THE SIDE OF A SMALL ROCKY HILL.  FROM
 CG0982'HERE CONTINUE BY GOING S AND CROSSING A WASH AND THEN TURNING
 CG0982'W AND FOLLOWING ANOTHER RIDGE TO BASE OF MOUNTAIN AND THE END
 CG0982'OF TRUCK TRAVEL.  (THE END OF TRUCK TRAVEL IS 0.55 MILE BEYOND
 CG0982'THE END OF THE DIM TRACK ROAD.) FROM HERE PACK UP THE RIDGE
 CG0982'TO THE W, GOING TO THE TOP AND A FENCE.  TURN LEFT AT THE FENCE
 CG0982'AND FOLLOW IT S TO THE FIRST HIGH POINT AND THE STATION.
 CG0982'
 CG0982'THE STATION MARK IS A BRONZE STATION DISK, STAMPED WHETSTONE
 CG0982'1946, AND SET IN A BOULDER WHICH PROJECTS ABOUT 1 INCH ABOVE THE
 CG0982'SURROUNDING SURFACE.
 CG0982'
 CG0982'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NO 1
 CG0982'WHETSTONE 1946, AND SET IN A BOULDER WHICH PROJECTS 2 INCHES
 CG0982'ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE
 CG0982'STATION AND IS LOCATED NE OF THE STATION.
 CG0982'
 CG0982'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED NO 2
 CG0982'WHETSTONE 1946, AND SET IN A BOULDER WHICH PROJECTS 1 INCH ABOVE
 CG0982'THE SURROUNDING SURFACE.  IT IS ABOUT 3 FEET LOWER THAN THE
 CG0982'STATION AND IS LOCATED SE OF THE STATION.
 CG0982'
 CG0982'STATION WILLIAMS 1935 WAS USED AS THE AZIMUTH MARK FOR THIS
 CG0982'STATION.
 CG0982'
 CG0982'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 CG0982
 CG0982                          STATION RECOVERY (1956)
 CG0982
 CG0982'RECOVERY NOTE BY US ENGINEERS 1956
 CG0982'STATION RECOVERED AS DESCRIBED.
 CG0982
 CG0982                          STATION RECOVERY (1986)
 CG0982
 CG0982'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0982'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CG0982'1946.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0982'
 CG0982'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG0982'10 FOR 3 MILES TO STATE ROUTE 90 TRAFFIC INTERCHANGE.  TRAVEL SOUTH
 CG0982'ALONG STATE ROUTE 90 FOR 1.6 MILES TO A CROSS ROAD AT MILE POST 291.2.
 CG0982'TURN RIGHT CROSSING A CATTLE GUARD AND TRAVEL SOUTHWEST 0.5 MILE TO A
 CG0982'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHWEST FOR 0.25 MILE TO A
 CG0982'FORK.  TAKE THE LEFT FORK 1.0 MILE TO A GATE.  PASS THROUGH THE GATE
 CG0982'AND CONTINUE SOUTHWEST FOR 0.7 MILE TO A CROSS ROAD AT THE EL PASO GAS
 CG0982'LINE, CONTINUE AHEAD SOUTHWEST FOR 1.0 MILE TO A FORK.  TAKE THE LEFT
 CG0982'FORK SOUTHWEST 0.35 MILE TO A GATE AT THE CORONADO NATIONAL FOREST
 CG0982'BOUNDRY.  PASS THROUGH THE GATE AND CONTINUE SOUTHWEST FOR 1.35 MILES
 CG0982'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHWEST FOR 0.3 MILE
 CG0982'TO A GATE AT THE NORTHWEST CORNER OF A CORRAL AND LOADING CHUTE.  PASS
 CG0982'THROUGH GATE AND TRAVEL SOUTH FOR 0.1 MILE TO A FORK.  TAKE THE LEFT
 CG0982'FORK SOUTH FOR 0.5 MILE TO A T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR
 CG0982'0.5 MILE TO FORK JUST PAST A DEEP DRAIN.  TAKE THE LEFT FORK SOUTH AND
 CG0982'EAST FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH ACROSS A
 CG0982'DRAIN AND UP THE RIDGE TO A FENCE LINE.  TURN LEFT AND PACK EAST ALONG
 CG0982'THE FENCE LINE TO THE EAST PEAK AND STATION.  THE STATION IS NOT ON
 CG0982'THE HIGHEST PEAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0976 ***********************************************************************
 CG0976  DESIGNATION -  WHETSTONE SP RR WATER TANK
 CG0976  PID         -  CG0976
 CG0976  STATE/COUNTY-  AZ/COCHISE
 CG0976  USGS QUAD   -  BENSON (1983)
 CG0976
 CG0976                         *CURRENT SURVEY CONTROL
 CG0976  ___________________________________________________________________
 CG0976* NAD 83(1992)-  31 57 06.27428(N)    110 20 07.43344(W)     ADJUSTED  
 CG0976* NAVD 88     -              **(meters)            **(feet)            
 CG0976  ___________________________________________________________________
 CG0976  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CG0976  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CG0976  HORZ ORDER  -  THIRD
 CG0976
 CG0976.The horizontal coordinates were established by classical geodetic methods
 CG0976.and adjusted by the National Geodetic Survey in August 1993.
 CG0976
 CG0976
 CG0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0976
 CG0976.The geoid height was determined by GEOID03.
 CG0976
 CG0976;                    North         East     Units Scale Factor Converg.
 CG0976;SPC AZ E     -   105,528.927   197,409.269   MT  0.99990314   -0 05 21.5
 CG0976;SPC AZ E     -   346,223.51    647,668.21   iFT  0.99990314   -0 05 21.5
 CG0976;SPC AZ C     -   106,608.337   362,850.697   MT  1.00017552   +0 50 13.1
 CG0976;SPC AZ C     -   349,764.89  1,190,455.04   iFT  1.00017552   +0 50 13.1
 CG0976;UTM  12      - 3,535,279.554   562,808.675   MT  0.99964865   +0 21 06.2
 CG0976
 CG0976                          SUPERSEDED SURVEY CONTROL
 CG0976
 CG0976  NAD 83(1986)-  31 57 06.26914(N)    110 20 07.43029(W) AD(       ) 4
 CG0976  NAD 27      -  31 57 05.95500(N)    110 20 05.17600(W) AD(       ) 3
 CG0976
 CG0976.Superseded values are not recommended for survey control.
 CG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0976.See file dsdata.txt to determine how the superseded data were derived.
 CG0976
 CG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6280935280(NAD 83)
 CG0976_MARKER: 52 = STANDPIPE TANK
 CG0976
 CG0976  HISTORY     - Date     Condition        Report By
 CG0976  HISTORY     - 1946     FIRST OBSERVED   CGS
 CG0976
 CG0976                          STATION DESCRIPTION
 CG0976
 CG0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0976'STANDPIPE IS LOCATED ON THE NE SIDE OF THE SOUTHERN PACIFIC
 CG0976'RAILROAD TRACKS, 0.4 MILE SE OF THE MAINTENANCE BUILDINGS AT
 CG0976'WHETSTONE.  IT IS ABOUT 3 MILES WSW OF BENSON.  IT IS RIVETED
 CG0976'SHEET METAL CONSTRUCTION MOUNTED ON A LOW CONCRETE FOUNDATION.
 CG0976'STANDPIPE HEIGHT IS 39.4 FEET AND THE DIAMETER IS 30 FEET.
 CG0976'PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0880 ***********************************************************************
 ET0880  DESIGNATION -  WHIPPLE
 ET0880  PID         -  ET0880
 ET0880  STATE/COUNTY-  AZ/YAVAPAI
 ET0880  USGS QUAD   -  PRESCOTT (1973)
 ET0880
 ET0880                         *CURRENT SURVEY CONTROL
 ET0880  ___________________________________________________________________
 ET0880* NAD 83(1992)-  34 33 52.01288(N)    112 27 28.10074(W)     ADJUSTED  
 ET0880* NAVD 88     -      1718.5    (meters)    5638.     (feet)  VERTCON   
 ET0880  ___________________________________________________________________
 ET0880  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 ET0880  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 ET0880  HORZ ORDER  -  SECOND
 ET0880
 ET0880.The horizontal coordinates were established by classical geodetic methods
 ET0880.and adjusted by the National Geodetic Survey in August 1993.
 ET0880
 ET0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0880
 ET0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0880
 ET0880.The geoid height was determined by GEOID03.
 ET0880
 ET0880;                    North         East     Units Scale Factor Converg.
 ET0880;SPC AZ C     -   395,393.430   163,704.773   MT  0.99993038   -0 18 25.2
 ET0880;SPC AZ C     - 1,297,222.54    537,089.15   iFT  0.99993038   -0 18 25.2
 ET0880;UTM  12      - 3,825,709.080   366,266.590   MT  0.99982044   -0 49 37.9
 ET0880
 ET0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0880!SPC AZ C     -   0.99973445  x   0.99993038  =   0.99966485
 ET0880!UTM  12      -   0.99973445  x   0.99982044  =   0.99955494
 ET0880
 ET0880:                Primary Azimuth Mark                     Grid Az
 ET0880:SPC AZ C     -  ENTRO                                    037 56 59.7
 ET0880:UTM  12      -  ENTRO                                    038 28 12.4
 ET0880
 ET0880|---------------------------------------------------------------------|
 ET0880| PID    Reference Object                     Distance      Geod. Az  |
 ET0880|                                                           dddmmss.s |
 ET0880| ET0878 ENTRO                               APPROX. 8.4 KM 0373834.5 |
 ET0880| CH4539 WHIPPLE RM 2                         10.329 METERS 05935     |
 ET0880| CH4538 WHIPPLE RM 1                          9.420 METERS 32807     |
 ET0880|---------------------------------------------------------------------|
 ET0880
 ET0880                          SUPERSEDED SURVEY CONTROL
 ET0880
 ET0880  NAD 83(1986)-  34 33 52.01045(N)    112 27 28.09911(W) AD(       ) 2
 ET0880  NAD 27      -  34 33 51.91572(N)    112 27 25.49126(W) AD(       ) 2
 ET0880  NGVD 29 (07/19/86) 1717.6    (m)         5635.     (f) VERT ANG    3  
 ET0880
 ET0880.Superseded values are not recommended for survey control.
 ET0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0880.See file dsdata.txt to determine how the superseded data were derived.
 ET0880
 ET0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD6626725709(NAD 83)
 ET0880_MARKER: DD = SURVEY DISK
 ET0880_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0880+WITH SETTING: INFORMATION.
 ET0880_SP_SET: PREFABRICATED CONCRETE POST
 ET0880_STAMPING: WHIPPLE ET 1969
 ET0880_MARK LOGO: USGS  
 ET0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0880
 ET0880  HISTORY     - Date     Condition        Report By
 ET0880  HISTORY     - 1969     MONUMENTED       USGS
 ET0880  HISTORY     - 19980630 POOR             AZDT
 ET0880
 ET0880                          STATION DESCRIPTION
 ET0880
 ET0880'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (WFM)
 ET0880'LOCATED ABOUT 1.0 MI. NE. OF THE CENTER OF PRESCOTT.  AND ABOUT
 ET0880'0.5 MI. N. OF THE FORT WHIPPLE VETERANS HOSPITAL.  ON A LOW TOP.
 ET0880'
 ET0880'TO REACH FROM THE INTERSECTION OF S. MONTEZUMA AND W. GURLEY IN
 ET0880'PRESCOTT (CITY CENTER), GO W. ON W. GURLEY 0.4 MI. TO MILLER VALLEY
 ET0880'RD..  TURN N. 1.9 MI. TO INTERSECTION OF WILLOW CREEK RD. AND
 ET0880'ROSSER ST..  E. ON ROSSER ST. 0.5 MI. TO CAMPBELL AVENUE.  N. 0.05
 ET0880'MI. TO DELANO AVENUE AND THE TAYLOR HICKS ELEMENTARY SCHOOL.  E.
 ET0880'ON DELANO AVENUE (DIRT RD.) 1.0 MI. TO N.-S. FENCE.  TURN S. ON
 ET0880'TRACK RD.  FOLLOWING S. AND W. 0.4 MI. TO T-RD..  TURN E. ON
 ET0880'TRACK RD. 0.3 MI.  TO AND THROUGH GATE IN E.-W. FENCE.  CONTINUE
 ET0880'0.1 MI. TO RIDGE TOP.  THENCE E. ON RIDGE 0.4 MI. TO HIGH
 ET0880'POINT AND STATION (ABOUT 0.5 MI. N. OF FORT WHIPPLE).
 ET0880'
 ET0880'STATION MARK--STANDARD USGS TABLET STAMPED WHIPPLE ET 1969 CRIMPED
 ET0880'TO A COPPERWELD ROD DRIVEN TO REFUSAL WITH A 4 INCH DIAMETER
 ET0880'CONCRETE COLLAR 18 INCHES DEEP.
 ET0880'
 ET0880'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED NO 1
 ET0880'1969 CRIMPED TO A COPPERWELD ROD WITH A 4 INCH CONCRETE COLLAR 18
 ET0880'INCHES DEEP AND 2.5 FT. BELOW STATION MARK.
 ET0880'
 ET0880'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED NO 2
 ET0880'1969 CRIMPED TO A COPPERWELD ROD WITH A 4 INCH CONCRETE COLLAR 18
 ET0880'INCHES DEEP AND 2.0 FT. BELOW STATION MARK.
 ET0880
 ET0880                          STATION RECOVERY (1998)
 ET0880
 ET0880'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 ET0880'RECOVERED IN POOR CONDITION.  NOTE--NOT SUITABLE FOR VALUES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0825 ***********************************************************************
 ES0825  DESIGNATION -  WHITE
 ES0825  PID         -  ES0825
 ES0825  STATE/COUNTY-  AZ/NAVAJO
 ES0825  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0825
 ES0825                         *CURRENT SURVEY CONTROL
 ES0825  ___________________________________________________________________
 ES0825* NAD 83(1992)-  34 19 59.50303(N)    110 02 49.24012(W)     ADJUSTED  
 ES0825* NAVD 88     -      1936.683  (meters)    6353.93   (feet)  ADJUSTED  
 ES0825  ___________________________________________________________________
 ES0825  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 ES0825  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0825  DYNAMIC HT  -        1933.818 (meters)    6344.53  (feet)  COMP
 ES0825  MODELED GRAV-     979,087.0   (mgal)                       NAVD 88
 ES0825
 ES0825  HORZ ORDER  -  SECOND
 ES0825  VERT ORDER  -  FIRST     CLASS II
 ES0825
 ES0825.The horizontal coordinates were established by classical geodetic methods
 ES0825.and adjusted by the National Geodetic Survey in August 1993.
 ES0825
 ES0825.The orthometric height was determined by differential leveling
 ES0825.and adjusted in June 1991.
 ES0825
 ES0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0825
 ES0825.The geoid height was determined by GEOID03.
 ES0825
 ES0825.The dynamic height is computed by dividing the NAVD 88
 ES0825.geopotential number by the normal gravity value computed on the
 ES0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0825.degrees latitude (g = 980.6199 gals.).
 ES0825
 ES0825.The modeled gravity was interpolated from observed gravity values.
 ES0825
 ES0825;                    North         East     Units Scale Factor Converg.
 ES0825;SPC AZ E     -   369,616.458   224,369.904   MT  0.99990149   +0 04 03.0
 ES0825;SPC AZ E     - 1,212,652.42    736,121.73   iFT  0.99990149   +0 04 03.0
 ES0825;UTM  12      - 3,799,512.218   587,662.835   MT  0.99969472   +0 32 15.1
 ES0825
 ES0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0825!SPC AZ E     -   0.99969982  x   0.99990149  =   0.99960134
 ES0825!UTM  12      -   0.99969982  x   0.99969472  =   0.99939463
 ES0825
 ES0825:                Primary Azimuth Mark                     Grid Az
 ES0825:SPC AZ E     -  WHITE AZ MK                              163 10 26.9
 ES0825:UTM  12      -  WHITE AZ MK                              162 42 14.8
 ES0825
 ES0825|---------------------------------------------------------------------|
 ES0825| PID    Reference Object                     Distance      Geod. Az  |
 ES0825|                                                           dddmmss.s |
 ES0825| CD3836 WHITE AZ MK                                        1631429.9 |
 ES0825| ES0837 DIVIDE                              157.854 METERS 26106     |
 ES0825| ES1066 BM                                   21.520 METERS 27555     |
 ES0825| ES1064 SHUMWAY                             APPROX.11.6 KM 3405659.9 |
 ES0825| CD3837 WHITE RM 1                           16.734 METERS 35844     |
 ES0825|---------------------------------------------------------------------|
 ES0825
 ES0825                          SUPERSEDED SURVEY CONTROL
 ES0825
 ES0825  NAD 83(1986)-  34 19 59.49846(N)    110 02 49.24606(W) AD(       ) 2
 ES0825  NAD 27      -  34 19 59.35760(N)    110 02 46.84270(W) AD(       ) 2
 ES0825  NGVD 29 (09/20/87) 1935.77   (m)         6350.9    (f) LEVELING    3  
 ES0825
 ES0825.Superseded values are not recommended for survey control.
 ES0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0825.See file dsdata.txt to determine how the superseded data were derived.
 ES0825
 ES0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC8766399512(NAD 83)
 ES0825_MARKER: DS = TRIANGULATION STATION DISK
 ES0825_SETTING: 66 = SET IN ROCK OUTCROP
 ES0825_SP_SET: ROCK OUTCROP
 ES0825_STAMPING: WHITE 1958
 ES0825_MARK LOGO: CGS   
 ES0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0825+STABILITY: POSITION/ELEVATION WELL
 ES0825
 ES0825  HISTORY     - Date     Condition        Report By
 ES0825  HISTORY     - 1958     MONUMENTED       CGS
 ES0825  HISTORY     - 1981     GOOD             AZDT
 ES0825  HISTORY     - 1983     GOOD             NGS
 ES0825  HISTORY     - 20061103 GOOD             GEOCAC
 ES0825
 ES0825                          STATION DESCRIPTION
 ES0825
 ES0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 ES0825'THE STATION IS LOCATED ON THE SUMMIT OF A FLAT RIDGE COVERED
 ES0825'WITH CEDAR AND JUNIPER TREES, ABOUT 5.5 MILES NORTH OF SHOW LOW,
 ES0825'ABOUT 5.5 MILES SOUTH-SOUTHEAST OF TAYLOR, ABOUT 280 FEET EAST OF
 ES0825'STATE HIGHWAY NO. 77, 58 FEET EAST OF A WIRE FENCE, 31 FEET
 ES0825'WEST-NORTHWEST OF A TRIANGLE BLAZED CEDAR TREE AND 8 FEET SOUTH
 ES0825'OF A WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A
 ES0825'DRILL HOLE IN OUTCROPPING BEDROCK, SET FLUSH WITH THE
 ES0825'SURROUNDING SURFACE AND IS STAMPED WHITE 1958.
 ES0825'
 ES0825'REFERENCE MARK NO. 1 IS 51 FEET EAST OF THE WIRE FENCE.  THE MARK
 ES0825'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 ES0825'PROJECTS 4 INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED
 ES0825'WHITE NO 1 1958.
 ES0825'
 ES0825'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE WIRE FENCE.  THE
 ES0825'MARK IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH MARK
 ES0825'EMBEDDED IN A 6-INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES ABOVE
 ES0825'THE SURFACE OF THE GROUND AND BEARS NO STAMPING.
 ES0825'
 ES0825'AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 77
 ES0825'AND 2 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 ES0825'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTS 5
 ES0825'INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED WHITE 1958.
 ES0825'
 ES0825'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW, GO NORTH
 ES0825'FOR 1 BLOCK TO THE JUNCTION OF U.S. HIGHWAY NO. 60, TURN RIGHT
 ES0825'AND GO EAST ON U.S. HIGHWAY NO. 60 FOR 0.6 MILE TO THE JUNCTION OF
 ES0825'STATE HIGHWAY NO. 77, TURN LEFT ON STATE HIGHWAY NO. 77 AND GO
 ES0825'NORTH FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 ES0825'CONTINUE NORTH ON STATE HIGHWAY NO. 77 FOR 2.3 MILES TO A
 ES0825'TRACK ROAD ON THE RIGHT JUST BEFORE REACHING THE CREST OF THE
 ES0825'HILL, TURN RIGHT AND GO ABOUT 200 FEET TO A WIRE FENCE AND A
 ES0825'GATE, PASS THROUGH THE GATE AND TURN LEFT AND GO NORTH ALONG
 ES0825'THE EAST SIDE OF THE WIRE FENCE FOR 0.1 MILE TO THE STATION AS
 ES0825'DESCRIBED.
 ES0825
 ES0825                          STATION RECOVERY (1981)
 ES0825
 ES0825'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0825'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1958.
 ES0825'THE AZIMUTA MARK COULD NOT BE RECOVERED.  A NEW ROUTE TO THE STATION
 ES0825'FOLLOWS.
 ES0825'
 ES0825'TO REACH THE STATION FROM THE POST OFFICE IN SHOW LOW TRAVEL EAST
 ES0825'ALONG U.S. HIGHWAY 60 FOR 0.9 MILE TO THE JUNCTION WITH STATE ROUTE 77
 ES0825'TURN LEFT ALONG SR 77 AND TRAVEL NORTHWEST FOR 5.55 MILES TO A WIRE
 ES0825'GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE FOR ABOUT 200
 ES0825'FEET, BEAR LEFT THROUGH THE TREES FOR ABOUT 400 FEET TO THE STATION.
 ES0825
 ES0825                          STATION RECOVERY (1983)
 ES0825
 ES0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0825'9.8 KM (6.1 MI) NORTH FROM SHOW LOW.
 ES0825'9.8 KM (6.1 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0825'WITH STATE HIGHWAY 260 IN SHOW LOW, AT THE CREST OF A CEDAR COVERED
 ES0825'RIDGE, IN THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING
 ES0825'BEDROCK, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 348, 85.3 METERS (279.9 FT)
 ES0825'EAST OF THE CENTERLINE OF THE HIGHWAY, 47.6 METERS (156.2 FT) EAST OF
 ES0825'A FENCE AND 9.5 METERS (31.2 FT) WEST-NORTHWEST OF A TRIANGLE BLAZED
 ES0825'TREE.
 ES0825'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 ES0825
 ES0825                          STATION RECOVERY (2006)
 ES0825
 ES0825'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0825'RECOVERED STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 (ES1066) IN
 ES0825'GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO THE
 ES0825'DESCRIPTION   THE STATION IS LOCATED 2 FEET WEST OF A 1.5 FOOT HIGH
 ES0825'ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0314 ***********************************************************************
 GP0314  DESIGNATION -  WHITE
 GP0314  PID         -  GP0314
 GP0314  STATE/COUNTY-  AZ/COCONINO
 GP0314  USGS QUAD   -  FERRY SWALE (1985)
 GP0314
 GP0314                         *CURRENT SURVEY CONTROL
 GP0314  ___________________________________________________________________
 GP0314* NAD 83(1986)-  36 58 27.     (N)    111 35 39.     (W)     SCALED    
 GP0314* NAVD 88     -      1340.313  (meters)    4397.34   (feet)  ADJUSTED  
 GP0314  ___________________________________________________________________
 GP0314  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 GP0314  DYNAMIC HT  -        1338.789 (meters)    4392.34  (feet)  COMP
 GP0314  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 GP0314
 GP0314  VERT ORDER  -  FIRST     CLASS II
 GP0314
 GP0314.The horizontal coordinates were scaled from a topographic map and have
 GP0314.an estimated accuracy of +/- 6 seconds.
 GP0314
 GP0314.The orthometric height was determined by differential leveling
 GP0314.and adjusted in June 1991.
 GP0314
 GP0314.The geoid height was determined by GEOID03.
 GP0314
 GP0314.The dynamic height is computed by dividing the NAVD 88
 GP0314.geopotential number by the normal gravity value computed on the
 GP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0314.degrees latitude (g = 980.6199 gals.).
 GP0314
 GP0314.The modeled gravity was interpolated from observed gravity values.
 GP0314
 GP0314;                    North         East    Units  Estimated Accuracy
 GP0314;SPC AZ C     -   662,650.      242,070.      MT  (+/- 180 meters Scaled)
 GP0314
 GP0314                          SUPERSEDED SURVEY CONTROL
 GP0314
 GP0314  NGVD 29 (??/??/92) 1339.395  (m)         4394.33   (f) ADJ UNCH    1 2
 GP0314
 GP0314.Superseded values are not recommended for survey control.
 GP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0314.See file dsdata.txt to determine how the superseded data were derived.
 GP0314
 GP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF471921(NAD 83)
 GP0314_MARKER: DD = SURVEY DISK
 GP0314_SETTING: 66 = SET IN ROCK OUTCROP
 GP0314_SP_SET: ROCK OUTCROP
 GP0314_STAMPING: WHITE
 GP0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0314+STABILITY: POSITION/ELEVATION WELL
 GP0314
 GP0314  HISTORY     - Date     Condition        Report By
 GP0314  HISTORY     - UNK      MONUMENTED       BOR
 GP0314  HISTORY     - 1962     GOOD             NGS
 GP0314
 GP0314                          STATION DESCRIPTION
 GP0314
 GP0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0314'8.5 MI NW FROM PAGE.
 GP0314'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 GP0314'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.75 MILE
 GP0314'WEST-NORTHWEST ALONG AN ASPHALT ROAD.  THENCE 2.0 MILES SOUTHWEST
 GP0314'ALONG A TRACK ROAD LEADING TO A BUREAU OF RECLAMATION SEISMOLOGY
 GP0314'STATION, AT THE SEISMOLOGY STATION, 236 1/2 FEET NORTHWEST OF THE
 GP0314'WEST CORNER OF A CONCRETE STEP AT THE ENTRANCE TO THE STATION, 153
 GP0314'FEET NORTHWEST OF BENCH MARK S 405, AND SET IN THE TOP OF A ROCK
 GP0314'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1038 ***********************************************************************
 ES1038  HT_MOD      -  This is a Height Modernization Survey Station.
 ES1038  DESIGNATION -  WHITE
 ES1038  PID         -  ES1038
 ES1038  STATE/COUNTY-  AZ/YAVAPAI
 ES1038  USGS QUAD   -  PAGE SPRINGS (1969)
 ES1038
 ES1038                         *CURRENT SURVEY CONTROL
 ES1038  ___________________________________________________________________
 ES1038* NAD 83(2007)-  34 48 19.86849(N)    111 54 33.01243(W)     ADJUSTED  
 ES1038* NAVD 88     -      1219.96   (meters)    4002.5    (feet)  GPS OBS   
 ES1038  ___________________________________________________________________
 ES1038  EPOCH DATE  -        2007.00
 ES1038  X           -  -1,956,634.490 (meters)                     COMP
 ES1038  Y           -  -4,865,031.093 (meters)                     COMP
 ES1038  Z           -   3,620,854.319 (meters)                     COMP
 ES1038  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 ES1038  ELLIP HEIGHT-        1194.796 (meters)          (02/10/07) ADJUSTED
 ES1038  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 ES1038
 ES1038  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES1038  Type    PID    Designation                      North   East  Ellip
 ES1038  -------------------------------------------------------------------
 ES1038  NETWORK ES1038 WHITE                             0.82   0.76   2.57
 ES1038  -------------------------------------------------------------------
 ES1038
 ES1038.The horizontal coordinates were established by GPS observations
 ES1038.and adjusted by the National Geodetic Survey in February 2007.
 ES1038
 ES1038.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES1038.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES1038.The horizontal coordinates are valid at the epoch date displayed above.
 ES1038.The epoch date for horizontal control is a decimal equivalence
 ES1038.of Year/Month/Day.
 ES1038
 ES1038.The orthometric height was determined by GPS observations and a
 ES1038.high-resolution geoid model.
 ES1038.The orthometric height was determined by GPS observations and a
 ES1038.high-resolution geoid model using precise GPS observation and
 ES1038.processing techniques.
 ES1038
 ES1038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES1038
 ES1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1038
 ES1038.The ellipsoidal height was determined by GPS observations
 ES1038.and is referenced to NAD 83.
 ES1038
 ES1038.The geoid height was determined by GEOID03.
 ES1038
 ES1038;                    North         East     Units Scale Factor Converg.
 ES1038;SPC AZ C     -   422,000.914   214,045.893   MT  0.99990001   +0 00 15.4
 ES1038;SPC AZ C     - 1,384,517.43    702,250.31   iFT  0.99990001   +0 00 15.4
 ES1038;UTM  12      - 3,851,852.834   416,839.681   MT  0.99968523   -0 31 08.3
 ES1038
 ES1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1038!SPC AZ C     -   0.99981249  x   0.99990001  =   0.99971252
 ES1038!UTM  12      -   0.99981249  x   0.99968523  =   0.99949778
 ES1038
 ES1038|---------------------------------------------------------------------|
 ES1038| PID    Reference Object                     Distance      Geod. Az  |
 ES1038|                                                           dddmmss.s |
 ES1038| CH4544 WHITE RM 2                           11.838 METERS 00011     |
 ES1038| CH4543 WHITE RM 1                            8.060 METERS 08339     |
 ES1038| ES1039 SHEEP                               APPROX. 6.2 KM 2153819.7 |
 ES1038|---------------------------------------------------------------------|
 ES1038
 ES1038                          SUPERSEDED SURVEY CONTROL
 ES1038
 ES1038  NAD 83(1992)-  34 48 19.86794(N)    111 54 33.01201(W) AD(       ) A
 ES1038  ELLIP H (05/31/05) 1194.798  (m)                       GP(       ) 4 2
 ES1038  NAD 83(1992)-  34 48 19.87123(N)    111 54 33.00038(W) AD(       ) 2
 ES1038  NAD 83(1986)-  34 48 19.86656(N)    111 54 32.99593(W) AD(       ) 2
 ES1038  NAD 27      -  34 48 19.79676(N)    111 54 30.44127(W) AD(       ) 2
 ES1038  NGVD 29 (07/19/86) 1219.16   (m)         3999.9    (f) LEVELING    3  
 ES1038
 ES1038.Superseded values are not recommended for survey control.
 ES1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1038.See file dsdata.txt to determine how the superseded data were derived.
 ES1038
 ES1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1684051853(NAD 83)
 ES1038_MARKER: DD = SURVEY DISK
 ES1038_SETTING: 66 = SET IN ROCK OUTCROP
 ES1038_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ES1038_STAMPING: NONE
 ES1038_MARK LOGO: NONE  
 ES1038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1038+STABILITY: POSITION/ELEVATION WELL
 ES1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1038+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2007
 ES1038
 ES1038  HISTORY     - Date     Condition        Report By
 ES1038  HISTORY     - 1979     MONUMENTED       AZDT
 ES1038  HISTORY     - 20031215 GOOD             SHEPH
 ES1038  HISTORY     - 20070701 GOOD             INDIV
 ES1038
 ES1038                          STATION DESCRIPTION
 ES1038
 ES1038'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1038'THE STATION IS LOCATED 8 MILES EAST-NORTHEAST OF COTTONWOOD.  IT IS ON
 ES1038'TOP OF A LOW RIDGE ABOUT 400 FEET EAST OF U.S. HIGHWAY 89A.
 ES1038'
 ES1038'THE STATION MARK IS AN ADOT DISK STAMPED---WHITE 1979---IT IS SET IN A
 ES1038'DRILL HOLE IN A BOULDER.
 ES1038'
 ES1038'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---WHITE RM 1 1979---IT IS SET
 ES1038'IN A DRILL HOLE IN A BOULDER.
 ES1038'
 ES1038'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---WHITE RM 2 1979---IT IS SET
 ES1038'IN A DRILL HOLE IN A BOULDER.
 ES1038'
 ES1038'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1038'ON EAST MINGUS AVENUE FOR 0.8 MILE TO U.S. HIGHWAY 89A, TURN LEFT AND
 ES1038'CONTINUE SOUTHEAST FOR TO MAIN STREET.  TURN RIGHT ON 89A TOWARD
 ES1038'SEDONA FOR 8.85 MILES TO THE TOP OF A HILL THAT DROPS OFF TO A VALLEY
 ES1038'TO THE NORTH.  PACK EAST TO TOP OF LOW RIDGE AND STATION, 400 FEETC8
 ES1038
 ES1038                          STATION RECOVERY (2003)
 ES1038
 ES1038'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003 (MLD)
 ES1038'RECOVERY NOTE BY SHEPHARD-WESNITZER, DEC 2003 (MLD) RECOVERED IN GOOD
 ES1038'CONDITION. A NEW DESCRIPTION FOLLOWS. TO REACH THE STATION FROM THE
 ES1038'INTERSECTION OF STATE HIGHWAYS 260 AND 89A IN COTTONWOOD, PROCEED
 ES1038'NORTHWEST ON 89A 13.4 KM (8.3 MI) TO THE NORTH END OF THE ROAD CUT.
 ES1038' 
 ES1038'THE STATION IS 1.6 KM (1.0 MI) NORTHEAST OF THE INTERSECTION OF STATE
 ES1038'HIGHWAY 89A AND PAGE SPRINGS ROAD AT HIGHWAY 89A STATION R.O.W. MARKER
 ES1038'STA PT 575+75.29 AND IS ALSO WHERE THE R.O.W. WIDTH CHANGES BY 30 M
 ES1038'(100 FT).  THE STATION IS APPROXIMATELY 60 M (200 FT) SOUTHEAST OF THE
 ES1038'R.O.W. FENCE AT THE WIDE PART OF THE R.O.W.  THE STATION IS A 9 CM
 ES1038'(3.5 IN) ALUMINUM DISK IN BEDROCK, FLUSH WITH THE GROUND.
 ES1038
 ES1038                          STATION RECOVERY (2007)
 ES1038
 ES1038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJM)
 ES1038'BOTH REFERENCE MARKS ALSO LOCATED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0948 ***********************************************************************
 ET0948  DESIGNATION -  WHITE
 ET0948  PID         -  ET0948
 ET0948  STATE/COUNTY-  AZ/YAVAPAI
 ET0948  USGS QUAD   -  WILHOIT (1969)
 ET0948
 ET0948                         *CURRENT SURVEY CONTROL
 ET0948  ___________________________________________________________________
 ET0948* NAD 83(1992)-  34 25 59.66894(N)    112 33 11.07780(W)     ADJUSTED  
 ET0948* NAVD 88     -      1883.4    (meters)    6179.     (feet)  VERTCON   
 ET0948  ___________________________________________________________________
 ET0948  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 ET0948  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 ET0948  HORZ ORDER  -  SECOND
 ET0948
 ET0948.The horizontal coordinates were established by classical geodetic methods
 ET0948.and adjusted by the National Geodetic Survey in August 1993.
 ET0948
 ET0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0948
 ET0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0948
 ET0948.The geoid height was determined by GEOID03.
 ET0948
 ET0948;                    North         East     Units Scale Factor Converg.
 ET0948;SPC AZ C     -   380,890.589   154,870.932   MT  0.99994215   -0 21 35.5
 ET0948;SPC AZ C     - 1,249,641.04    508,106.73   iFT  0.99994215   -0 21 35.5
 ET0948;UTM  12      - 3,811,288.351   357,302.565   MT  0.99985099   -0 52 42.0
 ET0948
 ET0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0948!SPC AZ C     -   0.99970867  x   0.99994215  =   0.99965084
 ET0948!UTM  12      -   0.99970867  x   0.99985099  =   0.99955971
 ET0948
 ET0948:                Primary Azimuth Mark                     Grid Az
 ET0948:SPC AZ C     -  GLASSFORD                                042 32 10.9
 ET0948:UTM  12      -  GLASSFORD                                043 03 17.4
 ET0948
 ET0948|---------------------------------------------------------------------|
 ET0948| PID    Reference Object                     Distance      Geod. Az  |
 ET0948|                                                           dddmmss.s |
 ET0948| ET0882 GLASSFORD                           APPROX.23.4 KM 0421035.4 |
 ET0948| CH4548 WHITE RM 1                            5.623 METERS 14059     |
 ET0948| CH4549 WHITE RM 2                            8.546 METERS 33129     |
 ET0948|---------------------------------------------------------------------|
 ET0948
 ET0948                          SUPERSEDED SURVEY CONTROL
 ET0948
 ET0948  NAD 83(1986)-  34 25 59.66721(N)    112 33 11.07759(W) AD(       ) 2
 ET0948  NAD 27      -  34 25 59.58122(N)    112 33 08.46095(W) AD(       ) 2
 ET0948  NGVD 29 (07/19/86) 1882.5    (m)         6176.     (f) VERT ANG    3  
 ET0948
 ET0948.Superseded values are not recommended for survey control.
 ET0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0948.See file dsdata.txt to determine how the superseded data were derived.
 ET0948
 ET0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5730311288(NAD 83)
 ET0948_MARKER: DD = SURVEY DISK
 ET0948_SETTING: 66 = SET IN ROCK OUTCROP
 ET0948_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0948+STABILITY: POSITION/ELEVATION WELL
 ET0948
 ET0948  HISTORY     - Date     Condition        Report By
 ET0948  HISTORY     - 1980     MONUMENTED       AZDT
 ET0948
 ET0948                          STATION DESCRIPTION
 ET0948
 ET0948'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0948'THE STATION IS LOCATED 2 MILES EAST OF WILHOIT AND 9.5 MILES SOUTHWEST
 ET0948'OF PRESCOTT, ON TOP OF A HIGH ROCKY PEAK WITH SCATTERED BRUSH.
 ET0948'
 ET0948'THE STATION MARK IS AN ADOT DISK STAMPED WHITE 1980.  IT IS SET IN A
 ET0948'DRILL HOLE IN A BOULDER 5.5 FEET SOUTHWEST OF THE WITNESS POST.
 ET0948'
 ET0948'REFERENCE MARK 1 IS AN ADOT DISK STAMPED WHITE RM 1 1980.  IT IS SET
 ET0948'IN A DRILL HOLE IN A BOULDER.
 ET0948'
 ET0948'REFERENCE MARK 2 IS AN ADOT DISK STAMPED WHITE RM 2 1980.  IT IS SET
 ET0948'IN A DRILL HOLE IN A BOULDER.
 ET0948'
 ET0948'TO REACH THE STATION FROM THE POST OFFICE IN PRESCOTT TRAVEL WEST ON
 ET0948'GOODWIN STREET FOR 1 BLOCK TO US HIGHWAY 89.  TURN LEFT ALONG US 89
 ET0948'AND TRAVEL SOUTH FOR 13.6 MILES TO A CURVE TO THE LEFT AND A DRAW ON
 ET0948'THE RIGHT.  PACK NORTHWEST UP THE DRAW, THEN EASTERLY TO THE HIGHEST
 ET0948'POINT AND STATION 100 FEET AWAY ON EAST SLOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0626 ***********************************************************************
 GP0626  DESIGNATION -  WHITE
 GP0626  PID         -  GP0626
 GP0626  STATE/COUNTY-  AZ/COCONINO
 GP0626  USGS QUAD   -  POVERTY FLAT (1985)
 GP0626
 GP0626                         *CURRENT SURVEY CONTROL
 GP0626  ___________________________________________________________________
 GP0626* NAD 83(1992)-  36 57 19.08479(N)    111 54 30.00994(W)     ADJUSTED  
 GP0626* NAVD 88     -      1868.8    (meters)    6131.     (feet)  VERTCON   
 GP0626  ___________________________________________________________________
 GP0626  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 GP0626  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 GP0626  HORZ ORDER  -  THIRD
 GP0626
 GP0626.The horizontal coordinates were established by classical geodetic methods
 GP0626.and adjusted by the National Geodetic Survey in August 1993.
 GP0626
 GP0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0626
 GP0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0626
 GP0626.The geoid height was determined by GEOID03.
 GP0626
 GP0626;                    North         East     Units Scale Factor Converg.
 GP0626;SPC AZ C     -   660,510.092   214,101.878   MT  0.99990001   +0 00 18.0
 GP0626;SPC AZ C     - 2,167,027.86    702,433.98   iFT  0.99990001   +0 00 18.0
 GP0626;SPC UT S     - 3,032,113.431   463,630.169   MT  1.00005508   -0 15 00.7
 GP0626;UTM  12      - 4,090,299.216   419,131.594   MT  0.99968056   -0 32 46.0
 GP0626
 GP0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0626!SPC AZ C     -   0.99971035  x   0.99990001  =   0.99961039
 GP0626!SPC UT S     -   0.99971035  x   1.00005508  =   0.99976542
 GP0626!UTM  12      -   0.99971035  x   0.99968056  =   0.99939100
 GP0626
 GP0626:                Primary Azimuth Mark                     Grid Az
 GP0626:SPC AZ C     -  DUFFER                                   265 08 51.4
 GP0626:SPC UT S     -  DUFFER                                   265 24 10.1
 GP0626:UTM  12      -  DUFFER                                   265 41 55.4
 GP0626
 GP0626|---------------------------------------------------------------------|
 GP0626| PID    Reference Object                     Distance      Geod. Az  |
 GP0626|                                                           dddmmss.s |
 GP0626| GQ0272 DUFFER                              APPROX. 9.4 KM 2650909.4 |
 GP0626|---------------------------------------------------------------------|
 GP0626
 GP0626                          SUPERSEDED SURVEY CONTROL
 GP0626
 GP0626  NAD 83(1986)-  36 57 19.08052(N)    111 54 30.01566(W) AD(       ) 3
 GP0626  NAD 27      -  36 57 19.13491(N)    111 54 27.37514(W) AD(       ) 3
 GP0626  NGVD 29 (07/19/86) 1867.8    (m)         6128.     (f) VERT ANG    3  
 GP0626
 GP0626.Superseded values are not recommended for survey control.
 GP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0626.See file dsdata.txt to determine how the superseded data were derived.
 GP0626
 GP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1913290299(NAD 83)
 GP0626_MARKER: DD = SURVEY DISK
 GP0626_SETTING: 80 = SET IN A BOULDER
 GP0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0626+STABILITY: SURFACE MOTION
 GP0626
 GP0626  HISTORY     - Date     Condition        Report By
 GP0626  HISTORY     - 1954     MONUMENTED       USGS
 GP0626
 GP0626                          STATION DESCRIPTION
 GP0626
 GP0626'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0626'LOCATED ABOUT 12 MI N. OF JARVIS RANCH, 12 MI NNW. OF JOES RANCH.
 GP0626'ON WHITE SANDSTONE BUTTE KNOWN LOCALLY AS WHITE POCKET.  TOP IS
 GP0626'ON MOST PROMINENT HILL IN VICINITY AND CAN BE SEEN FOR MILES IN
 GP0626'ALL DIRECTIONS.
 GP0626'
 GP0626'REACHED BY HELICOPTER.
 GP0626'
 GP0626'STATION MARK--STANDARD TABLET STAMPED---WHITE 1954---, CEMENTED IN
 GP0626'SANDSTONE.
 GP0626'
 GP0626'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN SANDSTONE.
 GP0626'
 GP0626'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0408 ***********************************************************************
 GQ0408  DESIGNATION -  WHITE
 GQ0408  PID         -  GQ0408
 GQ0408  STATE/COUNTY-  AZ/MOHAVE
 GQ0408  USGS QUAD   -  SULLIVAN DRAW NORTH (1979)
 GQ0408
 GQ0408                         *CURRENT SURVEY CONTROL
 GQ0408  ___________________________________________________________________
 GQ0408* NAD 83(1992)-  36 42 52.60403(N)    113 31 09.31097(W)     ADJUSTED  
 GQ0408* NAVD 88     -      1643.2    (meters)    5391.     (feet)  VERTCON   
 GQ0408  ___________________________________________________________________
 GQ0408  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 GQ0408  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 GQ0408  HORZ ORDER  -  THIRD
 GQ0408
 GQ0408.The horizontal coordinates were established by classical geodetic methods
 GQ0408.and adjusted by the National Geodetic Survey in August 1993.
 GQ0408
 GQ0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0408
 GQ0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0408
 GQ0408.The geoid height was determined by GEOID03.
 GQ0408
 GQ0408;                    North         East     Units Scale Factor Converg.
 GQ0408;SPC AZ W     -   633,848.310   233,974.320   MT  0.99993857   +0 08 16.6
 GQ0408;SPC AZ W     - 2,079,554.82    767,632.28   iFT  0.99993857   +0 08 16.6
 GQ0408;UTM  12      - 4,066,172.546   274,990.961   MT  1.00022379   -1 30 24.2
 GQ0408
 GQ0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0408!SPC AZ W     -   0.99974592  x   0.99993857  =   0.99968451
 GQ0408!UTM  12      -   0.99974592  x   1.00022379  =   0.99996966
 GQ0408
 GQ0408|---------------------------------------------------------------------|
 GQ0408| PID    Reference Object                     Distance      Geod. Az  |
 GQ0408|                                                           dddmmss.s |
 GQ0408| CH4541 WHITE RM 1                            4.987 METERS 16421     |
 GQ0408| CH4540 WHITE AZ MK                                        2825531.5 |
 GQ0408| CH4542 WHITE RM 2                            6.862 METERS 31045     |
 GQ0408|---------------------------------------------------------------------|
 GQ0408
 GQ0408                          SUPERSEDED SURVEY CONTROL
 GQ0408
 GQ0408  NAD 83(1986)-  36 42 52.59998(N)    113 31 09.31038(W) AD(       ) 3
 GQ0408  NAD 27      -  36 42 52.66700(N)    113 31 06.46000(W) AD(       ) 3
 GQ0408  NGVD 29 (07/19/86) 1642.3    (m)         5388.     (f) VERT ANG    3  
 GQ0408
 GQ0408.Superseded values are not recommended for survey control.
 GQ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0408.See file dsdata.txt to determine how the superseded data were derived.
 GQ0408
 GQ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7499166173(NAD 83)
 GQ0408_MARKER: DS = TRIANGULATION STATION DISK
 GQ0408_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0408
 GQ0408  HISTORY     - Date     Condition        Report By
 GQ0408  HISTORY     - 1953     MONUMENTED       CGS
 GQ0408  HISTORY     - 1972     GOOD             AZHD
 GQ0408
 GQ0408                          STATION DESCRIPTION
 GQ0408
 GQ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0408'STATION IS ABOUT 27 MILES SOUTH OF ST. GEORGE, UTAH, ABOUT
 GQ0408'3-1/2 MILES SOUTHEAST OF THE CABIN AND CORRAL AT WOLF HOLE,
 GQ0408'0.1 MILE NORTH OF THE WOLF HOLE-MT. TRUMBULL ROAD, AND ON
 GQ0408'THE SOUTHWEST RIM OF A MESA.
 GQ0408'
 GQ0408'TO REACH FROM THE POST OFFICE AT ST. GEORGE, UTAH, GO 0.7
 GQ0408'MILE EAST ON TABERNACLE ST.  TURN RIGHT (SOUTH) AND FOLLOW
 GQ0408'THE MAIN ROAD 2.1 MILES TO THE SOUTH END OF THE BRIDGE OVER
 GQ0408'VIRGIN RIVER.  KEEP RIGHT (STRAIGHT AHEAD) AND CONTINUE SOUTH
 GQ0408'1.4 MILES TO FORK AND SIGN CAA AIRPORT.  KEEP RIGHT (STRAIGHT
 GQ0408'AHEAD) AND CONTINUE SOUTH 1.4 MILES TO A FORK.  KEEP LEFT
 GQ0408'AND CONTINUE SOUTH ALONG MAIN ROAD 23.1 MILES TO THE CABIN
 GQ0408'AND CORRAL AT WOLF HOLE.  CONITNUE SOUTH 0.5 MILE TO A FORK.
 GQ0408'KEEP LEFT AND FOLLOW MAIN ROAD SOUTHERLY 2.6 MILES TO A FORK.
 GQ0408'THE AZIMUTH MARK IS AT THIS FORK.  TAKE LEFT FORK SOUTHEAST
 GQ0408'0.5 MILE TO A SADDLE AND END OF TRUCK TRAVEL FOR 2-WHEEL
 GQ0408'DRIVE VEHICLE.  PACK NORTH ABOUT 5 MINUTES TO TOP OF RIM
 GQ0408'AND STATION.  NOTE--WITH 4-WHEEL DRIVE VEHICLE, CONTINUE
 GQ0408'ABOUT 1/4 MILE EAST, TURN LEFT AND FOLLOW DIM TRACKS
 GQ0408'NORTH TO TOP OF MESA, TURN LEFT AND FOLLOW SOUTH RIM OF
 GQ0408'MESA 0.2 MILE TO STATION.
 GQ0408'
 GQ0408'THE STATION, A STANDARD DISK STAMPED WHITE 1953, IS SET
 GQ0408'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 13 FEET
 GQ0408'NORTH-NORTHEAST OF A 3-FOOT CAIRN ON THE RIM OF THE MESA.
 GQ0408'
 GQ0408'REFERENCE MARK 1, A STANDARD DISK STAMPED WHITE NO 1 1953,
 GQ0408'IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 GQ0408'ON THE NORTHEAST END OF THE NORTHWEST SHOULDER OF A 3-FOOT
 GQ0408'CUT IN THE RIM ROCK AND ABOUT 6 INCHES LOWER THAN THE STATION.
 GQ0408'
 GQ0408'REFERENCE MARK 2, A STANDARD DISK STAMPED WHITE NO 2 1953,
 GQ0408'IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 GQ0408'11 FEET NORTHEAST OF THE RIM OF THE MESA AND ABOUT THE SAME
 GQ0408'ELEVATION AS THE STATION.
 GQ0408'
 GQ0408'THE AZIMUTH MARK, A STANDARD DISK STAMPED WHITE 1953, IS SET
 GQ0408'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 GQ0408'75 FEET WEST OF THE SOUTH POINT OF THE TRIANGLE AT THE ROAD
 GQ0408'FORKS, 9 FEET NORTH-NORTHEAST OF A 1-FOOT JUNIPER TREE, AND
 GQ0408'2-1/2 FEET SOUTH-SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 GQ0408
 GQ0408                          STATION RECOVERY (1972)
 GQ0408
 GQ0408'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0408'GENERAL LOCATION ABOUT 27 MILES S ST. GEORGE UTAH AND
 GQ0408'ABOUT 3-1/2 MILES SE OF THE CABIN AND CORRAL AT WOLFHOLE
 GQ0408'AND 0.1 N OF THE WOLF HOLE MT. ROAD, AND ON THE SOUTHWEST
 GQ0408'RIM OF A MESA.
 GQ0408'
 GQ0408'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY
 GQ0408'NOTES
 GQ0408'
 GQ0408'STATION MARK STD USC AND GS BC SET IN BEDROCK OUTCROPPING
 GQ0408'STAMPED WHITE 1953.
 GQ0408'
 GQ0408'REFERENCE MARKS NO 1 AND NO 2 SET IN OUTCROPPING BEDROCK
 GQ0408'STAMPED WHITE NO 1 1953 AND WHITE NO 2 1953
 GQ0408'
 GQ0408'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1576 ***********************************************************************
 DA1576  DESIGNATION -  WHITE
 DA1576  PID         -  DA1576
 DA1576  STATE/COUNTY-  AZ/MARICOPA
 DA1576  USGS QUAD   -  BLACK GAP (1986)
 DA1576
 DA1576                         *CURRENT SURVEY CONTROL
 DA1576  ___________________________________________________________________
 DA1576* NAD 83(1992)-  32 46 03.93902(N)    112 49 05.02818(W)     ADJUSTED  
 DA1576* NAVD 88     -       310.08   (+/-2cm)    1017.3    (feet)  VERTCON   
 DA1576  ___________________________________________________________________
 DA1576  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DA1576  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DA1576  HORZ ORDER  -  SECOND
 DA1576  VERT ORDER  -  THIRD ? (See Below)
 DA1576
 DA1576.The horizontal coordinates were established by classical geodetic methods
 DA1576.and adjusted by the National Geodetic Survey in August 1993.
 DA1576
 DA1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1576.The vertical order pertains to the NGVD 29 superseded value.
 DA1576
 DA1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1576
 DA1576.The geoid height was determined by GEOID03.
 DA1576
 DA1576;                    North         East     Units Scale Factor Converg.
 DA1576;SPC AZ C     -   196,357.805   128,908.572   MT  0.99998791   -0 29 16.4
 DA1576;SPC AZ C     -   644,218.52    422,928.39   iFT  0.99998791   -0 29 16.4
 DA1576;UTM  12      - 3,627,003.962   329,708.619   MT  0.99995758   -0 59 03.3
 DA1576
 DA1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1576!SPC AZ C     -   0.99995622  x   0.99998791  =   0.99994413
 DA1576!UTM  12      -   0.99995622  x   0.99995758  =   0.99991380
 DA1576
 DA1576:                Primary Azimuth Mark                     Grid Az
 DA1576:SPC AZ C     -  REST                                     025 48 58.0
 DA1576:UTM  12      -  REST                                     026 18 44.9
 DA1576
 DA1576|---------------------------------------------------------------------|
 DA1576| PID    Reference Object                     Distance      Geod. Az  |
 DA1576|                                                           dddmmss.s |
 DA1576| DA1575 REST                                APPROX. 5.0 KM 0251941.6 |
 DA1576|---------------------------------------------------------------------|
 DA1576
 DA1576                          SUPERSEDED SURVEY CONTROL
 DA1576
 DA1576  NAD 83(1986)-  32 46 03.93300(N)    112 49 05.03430(W) AD(       ) 2
 DA1576  NAD 27      -  32 46 03.75488(N)    112 49 02.43825(W) AD(       ) 2
 DA1576  NGVD 29 (07/19/86)  309.46   (m)         1015.3    (f) LEVELING    3  
 DA1576
 DA1576.Superseded values are not recommended for survey control.
 DA1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1576.See file dsdata.txt to determine how the superseded data were derived.
 DA1576
 DA1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2970927004(NAD 83)
 DA1576_MARKER: DD = SURVEY DISK
 DA1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DA1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1576+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA1576
 DA1576  HISTORY     - Date     Condition        Report By
 DA1576  HISTORY     - 1975     MONUMENTED       AZDT
 DA1576  HISTORY     - 19970216 GOOD             USPSQD
 DA1576  HISTORY     - 20010730 GOOD             NGS
 DA1576  HISTORY     - 20060220 GOOD             USPSQD
 DA1576  HISTORY     - 20070603 GOOD             GEOCAC
 DA1576
 DA1576                          STATION DESCRIPTION
 DA1576
 DA1576'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975 (TT)
 DA1576'THE STATION IS LOCATED ABOUT 13.8 MILES SOUTHWEST OF GILA
 DA1576'BEND ALONG THE WEST RIGHT-OF-WAY OF STATE ROUTE 85.
 DA1576'
 DA1576'THE STATION IS ADOT HIGHWAY DIVISION DISK STAMPED WHITE
 DA1576'P AND M GS 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT
 DA1576'PROJECTING 0.3 FEET.  THE STATION IS 143 FEET WEST OF THE
 DA1576'CENTERLINE OF STATE ROUTE 85, 57 FEET EAST OF THE WEST
 DA1576'RIGHT-OF-WAY FENCE LINE, 3.1 FEET EAST OF A WITNESS POST AND
 DA1576'81 FEET SOUTHEAST OF UTILITY POLE 141.
 DA1576'
 DA1576'REFERENCE MARK 1 IS AN ADOT HIGHWAY DIVISION DISK STAMPED
 DA1576'RM 1 1975 AND IS SET IN A 10 INCH CONCRETE MONUMENT.  THE
 DA1576'MARK IS LOCATED IN THE WEST RIGHT-OF-WAY ALONG STATE
 DA1576'ROUTE 85 63.4 FEET EAST OF A RIGHT-OF-WAY FENCE, 44.8 FEET
 DA1576'NORTH OF A WITNESS POST AND 136.7 FEET WEST OF CENTERLINE
 DA1576'OF HIGHWAY.
 DA1576'
 DA1576'REFERENCE MARK 2 IS AN A.H.D. DISK SET IN A 6 X 6 INCH
 DA1576'CONCRETE MONUMENT STAMPED 1475+83.03 1960 AND PROJECTS
 DA1576'7 INCHES.  THE MARK IS AT THE WEST RIGHT-OF-WAY FENCE LINE, 2.5
 DA1576'FEET NORTH OF A RIGHT-OF-WAY ANGLE IRON MARKER PAINTED WHITE, 56.3
 DA1576'FEET WEST OF A WITNESS POST, 52.7 FEET SOUTH OF UTILITY POLE 141
 DA1576'AND 200 FEET WEST OF HWY. CENTERLINE.
 DA1576'
 DA1576'TO REACH THE STATION FROM MARTIN AVE AND U.S. HIGHWAY 80
 DA1576'IN GILA BEND, GO WEST ON U.S. 80 FOR 0.91 MILES TO THE
 DA1576'AJO-STATE ROUTE 85 TURNOFF.  TURN RIGHT AND FOLLOW RAMP UNDER
 DA1576'U.S. I-8 OVERPASS, CONTINUE ON STATE ROUTE 85 TO MILE POST 13.9
 DA1576'(13.4 MILES) AND STATION IN THE WEST RIGHT-OF-WAY MARKED BY A
 DA1576'WITNESS POST.
 DA1576'
 DA1576'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DA1576
 DA1576                          STATION RECOVERY (1997)
 DA1576
 DA1576'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1576'RECOVERED IN GOOD CONDITION.
 DA1576
 DA1576                          STATION RECOVERY (2001)
 DA1576
 DA1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DA1576'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 DA1576
 DA1576                          STATION RECOVERY (2006)
 DA1576
 DA1576'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA1576'RECOVERED AS DESCRIBED.
 DA1576
 DA1576                          STATION RECOVERY (2007)
 DA1576
 DA1576'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1989 ***********************************************************************
 DV1989  DESIGNATION -  WHITE
 DV1989  PID         -  DV1989
 DV1989  STATE/COUNTY-  AZ/MARICOPA
 DV1989  USGS QUAD   -  BISCUIT FLAT (1981)
 DV1989
 DV1989                         *CURRENT SURVEY CONTROL
 DV1989  ___________________________________________________________________
 DV1989* NAD 83(1992)-  33 49 02.00345(N)    112 13 23.72091(W)     ADJUSTED  
 DV1989* NAVD 88     -       494.7    (meters)    1623.     (feet)  VERTCON   
 DV1989  ___________________________________________________________________
 DV1989  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DV1989  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DV1989  HORZ ORDER  -  SECOND
 DV1989
 DV1989.The horizontal coordinates were established by classical geodetic methods
 DV1989.and adjusted by the National Geodetic Survey in August 1993.
 DV1989
 DV1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1989
 DV1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1989
 DV1989.The geoid height was determined by GEOID03.
 DV1989
 DV1989;                    North         East     Units Scale Factor Converg.
 DV1989;SPC AZ C     -   312,424.400   184,978.094   MT  0.99990993   -0 10 14.3
 DV1989;SPC AZ C     - 1,025,014.44    606,883.51   iFT  0.99990993   -0 10 14.3
 DV1989;UTM  12      - 3,742,562.997   386,790.306   MT  0.99975800   -0 40 51.1
 DV1989
 DV1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1989!SPC AZ C     -   0.99992695  x   0.99990993  =   0.99983689
 DV1989!UTM  12      -   0.99992695  x   0.99975800  =   0.99968497
 DV1989
 DV1989|---------------------------------------------------------------------|
 DV1989| PID    Reference Object                     Distance      Geod. Az  |
 DV1989|                                                           dddmmss.s |
 DV1989| CH5719 WHITE RM 1                            6.194 METERS 01721     |
 DV1989| CH5720 WHITE RM 2                            8.436 METERS 13532     |
 DV1989| DV1997 PESO                                APPROX. 2.8 KM 2191438.6 |
 DV1989|---------------------------------------------------------------------|
 DV1989
 DV1989                          SUPERSEDED SURVEY CONTROL
 DV1989
 DV1989  NAD 83(1986)-  33 49 01.99830(N)    112 13 23.72497(W) AD(       ) 2
 DV1989  NAD 27      -  33 49 01.86670(N)    112 13 21.15350(W) AD(       ) 2
 DV1989  NGVD 29 (07/19/86)  494.1    (m)         1621.     (f) VERT ANG    3  
 DV1989
 DV1989.Superseded values are not recommended for survey control.
 DV1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1989.See file dsdata.txt to determine how the superseded data were derived.
 DV1989
 DV1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8679042563(NAD 83)
 DV1989_MARKER: DS = TRIANGULATION STATION DISK
 DV1989_SETTING: 66 = SET IN ROCK OUTCROP
 DV1989_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DV1989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1989+STABILITY: POSITION/ELEVATION WELL
 DV1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1989+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2008
 DV1989
 DV1989  HISTORY     - Date     Condition        Report By
 DV1989  HISTORY     - 1959     MONUMENTED       CGS
 DV1989  HISTORY     - 1976     GOOD             NGS
 DV1989  HISTORY     - 1986     GOOD             AZDT
 DV1989  HISTORY     - 20020330 GOOD             USPSQD
 DV1989  HISTORY     - 20070909 GOOD             GEOCAC
 DV1989  HISTORY     - 20081002 GOOD             GEOCAC
 DV1989
 DV1989                          STATION DESCRIPTION
 DV1989
 DV1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 DV1989'THE STATION IS LOCATED ON THE WEST BANK OF THE MIDDLE FORK
 DV1989'OF NEW RIVER, ABOUT 7 MILES SOUTHWEST OF THE VILLAGE OF NEW
 DV1989'RIVER.
 DV1989'
 DV1989'TO REACH THE STATION FROM THE JUNCTION OF BLACK CANYON HIGHWAY
 DV1989'AND CAMELBACK ROAD IN PHOENIX, GO NORTH ON ARIZONA STATE
 DV1989'HIGHWAY 69 FOR 26.7 MILES TO THE BRIDGE OVER NEW RIVER AND
 DV1989'CONTINUE AHEAD FOR 0.2 MILE TO LAKE PLEASANT ROAD ON THE LEFT.
 DV1989'(THIS INTERSECTION IS 11.2 MILES SOUTH OF THE POST OFFICE AT
 DV1989'BLACK CANYON.) TURN LEFT AND FOLLOW THE LAKE PLEASANT ROAD
 DV1989'SOUTHWESTERLY FOR 8.5 MILES TO A REVERSE Y FORK AND SIGN
 DV1989'LAKE PLEASANT DAM.  CONTINUE SOUTHERLY FOR 0.6 MILE TO A DIM
 DV1989'ROAD ON THE LEFT, TURN LEFT AND FOLLOW THIS TRACK FOR 0.9
 DV1989'MILE TO THE STEEP WEST BANK OF THE RIVER, TURN LEFT AND GO
 DV1989'NORTH ALONG THE BANK FOR ABOUT 300 FEET TO THE STATION.
 DV1989'THIS FORK OF THE RIVER IS DRY MOST OF THE YEAR.
 DV1989'
 DV1989'THE STATION MARK IS A STANDARD DISK STAMPED WHITE 1959, SET
 DV1989'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.  IT IS 12
 DV1989'FEET WEST OF THE WEST BANK OF THE WASH AND 10.1 FEET WEST OF A
 DV1989'WITNESS POST.
 DV1989'
 DV1989'R.M. 1 IS A STANDARD DISK STAMPED WHITE NO 1 1959, SET IN A
 DV1989'DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 18.9 FEET NORTHWEST
 DV1989'OF THE WITNESS POST AND 10 FEET WEST OF THE WEST BANK OF THE
 DV1989'RIVER.
 DV1989'
 DV1989'R.M. 2 IS A STANDARD DISK STAMPED WHITE NO 2 1959, SET IN A
 DV1989'DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 22.6 FEET SOUTHEAST
 DV1989'OF THE WITNESS POST AND 4 FEET WEST OF THE WEST BANK OF THE
 DV1989'RIVER.
 DV1989'
 DV1989'TRIANGULATION STATION MICRO CAN BE USED AS AN AZIMUTH MARK.
 DV1989'(SEE DESCRIPTION THEREOF).
 DV1989
 DV1989                          STATION RECOVERY (1976)
 DV1989
 DV1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TT)
 DV1989'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DV1989'CONDITION.  THE DISTANCE TO RM 1 AND 2 CHECKED WITHIN 6 MM AND
 DV1989'ANGLE BETWEEN RMS BY 1-1/2 MINUTES.
 DV1989'
 DV1989'THE 1959 DESCRIPTIONS ARE ADEQUATE.
 DV1989'
 DV1989'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV1989'
 DV1989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DV1989'ABOUT 7 MILES SW OF NEW RIVER.
 DV1989
 DV1989                          STATION RECOVERY (1986)
 DV1989
 DV1989'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1989'THE STATION WAS RECOVERED AS DESCRIBED BY AZDT IN 1978.
 DV1989
 DV1989                          STATION RECOVERY (2002)
 DV1989
 DV1989'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV1989'RECOVERED IN GOOD CONDITION.
 DV1989
 DV1989                          STATION RECOVERY (2007)
 DV1989
 DV1989'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1989'RECOVERED IN GOOD CONDITION.
 DV1989
 DV1989                          STATION RECOVERY (2008)
 DV1989
 DV1989'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DV1989'RECOVERED STATION WHITE ALONG WITH RM 1 AND RM 2 ALL IN GOOD
 DV1989'CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2135 ***********************************************************************
 DV2135  DESIGNATION -  WHITE
 DV2135  PID         -  DV2135
 DV2135  STATE/COUNTY-  AZ/MARICOPA
 DV2135  USGS QUAD   -  VALENCIA (1982)
 DV2135
 DV2135                         *CURRENT SURVEY CONTROL
 DV2135  ___________________________________________________________________
 DV2135* NAD 83(1992)-  33 28 22.23167(N)    112 34 58.37203(W)     ADJUSTED  
 DV2135* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 DV2135  ___________________________________________________________________
 DV2135  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 DV2135  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV2135  HORZ ORDER  -  FIRST
 DV2135
 DV2135.The horizontal coordinates were established by classical geodetic methods
 DV2135.and adjusted by the National Geodetic Survey in August 1993.
 DV2135
 DV2135.The orthometric height was scaled from a topographic map.
 DV2135
 DV2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2135
 DV2135.The geoid height was determined by GEOID03.
 DV2135
 DV2135;                    North         East     Units Scale Factor Converg.
 DV2135;SPC AZ C     -   274,387.148   151,439.976   MT  0.99994725   -0 22 02.8
 DV2135;SPC AZ C     -   900,220.30    496,850.31   iFT  0.99994725   -0 22 02.8
 DV2135;UTM  12      - 3,704,828.972   352,920.213   MT  0.99986670   -0 52 23.5
 DV2135
 DV2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2135!SPC AZ C     -   0.99989525  x   0.99994725  =   0.99984250
 DV2135!UTM  12      -   0.99989525  x   0.99986670  =   0.99976196
 DV2135
 DV2135:                Primary Azimuth Mark                     Grid Az
 DV2135:SPC AZ C     -  WHITE AZ MK                              043 57 18.0
 DV2135:UTM  12      -  WHITE AZ MK                              044 27 38.7
 DV2135
 DV2135|---------------------------------------------------------------------|
 DV2135| PID    Reference Object                     Distance      Geod. Az  |
 DV2135|                                                           dddmmss.s |
 DV2135| CH5716 WHITE AZ MK                                        0433515.2 |
 DV2135| CH5718 WHITE RM 2                            4.913 METERS 16425     |
 DV2135| DV2163 HASSAYAMPA AIRPORT AIR BEACON       APPROX.20.0 KM 2320822.0 |
 DV2135| CH5717 WHITE RM 1                            6.057 METERS 30918     |
 DV2135|---------------------------------------------------------------------|
 DV2135
 DV2135                          SUPERSEDED SURVEY CONTROL
 DV2135
 DV2135  NAD 83(1986)-  33 28 22.22561(N)    112 34 58.37726(W) AD(       ) 1
 DV2135  NAD 27      -  33 28 22.08200(N)    112 34 55.78230(W) AD(       ) 1
 DV2135
 DV2135.Superseded values are not recommended for survey control.
 DV2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2135.See file dsdata.txt to determine how the superseded data were derived.
 DV2135
 DV2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC5292004829(NAD 83)
 DV2135_MARKER: DS = TRIANGULATION STATION DISK
 DV2135_SETTING: 66 = SET IN ROCK OUTCROP
 DV2135
 DV2135  HISTORY     - Date     Condition        Report By
 DV2135  HISTORY     - 1934     MONUMENTED       CGS
 DV2135  HISTORY     - 1947     GOOD             CGS
 DV2135  HISTORY     - 1965     GOOD             CGS
 DV2135
 DV2135                          STATION DESCRIPTION
 DV2135
 DV2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2135'ABOUT 6-1/2 MILES, AIR LINE, FROM THE TOWN OF BUCKEYE, ON THE
 DV2135'SOUTHERN AND SLIGHTLY LOWER OF THE TWO HIGH POINTS (ABOUT
 DV2135'150 YARDS APART) OF THE MOST SOUTHWESTERN RIDGE OF THE WHITE
 DV2135'TANK MOUNTAINS.  THERE ARE SEVERAL HILLS SOUTHWEST OF THE
 DV2135'STATION THAT ARE LOWER.  MARKED BY A STANDARD BRONZE DISK.
 DV2135'REFERENCE MARK NO. 1, A STANDARD BRONZE
 DV2135'REFERENCE DISK, IS 6.130 METERS (20.11 FEET) FROM
 DV2135'STATION.  REFERENCE MARK NO. 2,
 DV2135'A STANDARD BRONZE REFERENCE DISK, IS 5.000 METERS
 DV2135'(16.40 FEET) FROM STATION.  NO
 DV2135'AZIMUTH MARK ESTABLISHED.  OTHER STATIONS VISIBLE FROM
 DV2135'GROUND.
 DV2135
 DV2135                          STATION RECOVERY (1947)
 DV2135
 DV2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2135'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED WITH THE
 DV2135'EXCEPTION OF DISTANCE TO REFERENCE MARKS.  AN AZIMUTH MARK
 DV2135'WAS ESTABLISHED.
 DV2135'
 DV2135'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF BUCKEYE ON
 DV2135'THE SOUTHERN AND SLIGHTLY LOWER OF THE TWO HIGH POINTS OF THE
 DV2135'MOST SOUTHWESTERN RIDGE OF THE WHITE TANK MOUNTAINS.  THE
 DV2135'STATION MARK IS A BRONZE DISK AS DESCRIBED, SET FLUSH
 DV2135'8 FEET NORTH OF THE SOUTH BRIM OF RIDGE.  IT IS STAMPED, WHITE
 DV2135'1934.
 DV2135'
 DV2135'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 DV2135'SET FLUSH 16 INCHES LOWER THAN THE STATION MARK AND
 DV2135'STAMPED, WHITE NO 1 1934.
 DV2135'
 DV2135'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 DV2135'SET FLUSH 20 INCHES LOWER THAN THE STATION MARK AND
 DV2135'STAMPED, WHITE NO 2 1934.
 DV2135'
 DV2135'THE AZIMUTH MARK IS A BRONZE DISK, SET
 DV2135'7 PACES SOUTH OF CENTER LINE OF ROAD, 3 FEET EAST OF A WHITE
 DV2135'WITNESS POST, PROJECTS 2 INCHES AND IS STAMPED, WHITE 1947.
 DV2135'
 DV2135'TO REACH THE STATION FROM PERRYVILLE.  GO WEST 3.5 MILES TO A
 DV2135'ROAD RIGHT.  TURN RIGHT, GO 3.1 MILES TO A FORK.  TURN LEFT, GO
 DV2135'1.75 MILE TO A FORK AND END OF TRUCK TRAVEL, ALSO AZIMUTH MARK
 DV2135'ON LEFT.  FROM HERE FOLLOW TRACTOR ROAD SOUTHERLY TO ITS END IN
 DV2135'A SADDLE.  THENCE RIGHT UP RIDGE TO HIGHEST POINT AND STATION.
 DV2135'A 1 HOUR PACK.
 DV2135'
 DV2135'OBSERVATIONS MADE FROM A 1.2 M TRIPOD.
 DV2135
 DV2135                          STATION RECOVERY (1965)
 DV2135
 DV2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 DV2135'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DV2135'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1947 AND
 DV2135'FOUND IN GOOD CONDITION.  THE HORIZONTAL DISTANCE AND DIRECTION
 DV2135'TO THE MARKS WERE VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 DV2135'
 DV2135'THE STATION IS LOCATED 6.5 MILES NORTH OF BUCKEYE, 0.25 MILE
 DV2135'SOUTHEAST OF AN AIRWAY BEACON, ON THE SOUTHEAST ONE OF TWO
 DV2135'POINTS OF THE SOUTHERN MOST RIDGE OF THE WHITE TANK MOUNTAINS.
 DV2135'
 DV2135'TO REACH THE STATION FROM THE INTERSECTION OF WESTERN AVENUE,
 DV2135'YUMA ROAD AND LITCHFIELD ROAD IN THE WEST EDGE OF GOODYEAR, GO
 DV2135'WEST ON YUMA ROAD FOR 6.0 MILES TO THE INTERSECTION OF PERRYVILLE
 DV2135'ROAD AND YUMA ROAD, CONTINUE WEST ON YUMA ROAD FOR 3.35 MILES
 DV2135'TO A POINT WHERE THE MAIN ROAD TURNS RIGHT AND A DIM ROAD
 DV2135'STRAIGHT AHEAD.  TURN RIGHT AND GO WEST ON YUMA ROAD FOR 0.3
 DV2135'MILE TO A BLADED ROAD RIGHT AT A FENCE CORNER.  TURN RIGHT AND
 DV2135'GO NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.45 MILE TO A
 DV2135'FORK IN THE ROAD.  KEEP THE RIGHT FORK AND CONTINUE NORTH ALONG
 DV2135'THE FENCE FOR 0.4 MILE TO A FORK IN THE ROAD.  TAKE THE
 DV2135'LEFT FORK AND GO NORTHWEST ON THE MAIN TRAVELED ROAD FOR
 DV2135'3.1 MILES TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD ON THE
 DV2135'MAIN TRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 DV2135'LEFT AND A DIM TRACK ROAD LEFT, JUST BEFORE REACHING A DRY
 DV2135'WASH.  TURN LEFT AND GO SOUTHERLY FOLLOWING A DIM TRACK
 DV2135'ROAD WHICH AT TIMES PARALLELS A POWERLINE FOR 0.3 MILE TO
 DV2135'THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, PACK
 DV2135'SOUTH TO THE TOP OF THE RIDGE, THENCE LEFT ALONG THE TOP
 DV2135'OF THE RIDGE TO THE STATION ABOUT A 30 MINUTE PACK.
 DV2135'
 DV2135'THE STATION MARK, A STANDARD DISK STAMPED WHITE 1934, IS
 DV2135'CEMENTED IN A DRILL HOLE IN A TRIANGULAR SHAPED BOULDER WHICH
 DV2135'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 DV2135'
 DV2135'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WHITE NO. 1 1934,
 DV2135'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV2135'PROJECTS 1 INCH ABOVE THE SURFACE OF THE ROCKS.
 DV2135'
 DV2135'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WHITE NO. 2
 DV2135'1934, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DV2135'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE ROCKS.
 DV2135'
 DV2135'THE AZIMUTH MARK, A STANDARD DISK STAMPED WHITE 1947, IS SET IN
 DV2135'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 DV2135'ABOVE THE SURFACE OF THE GROUND.  IT IS 23 FEET SOUTHEAST OF
 DV2135'THE CENTER OF A TRACK ROAD, 18 FEET SOUTH-SOUTHWEST OF THE
 DV2135'CENTER OF A BLADED ROAD AND 2.7 FEET SOUTHEAST OF A METAL WITNESS
 DV2135'POST.
 DV2135'
 DV2135'NOTE--REQUIRED 4-WHEEL DRIVE AND 30 MINUTE PACK.
 DV2135'
 DV2135'HEIGHT OF LIGHT ABOVE STATION HEIGHT 4 FEET.
 DV2135'
 DV2135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 DV2135'NORTH OF BUCKEYE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1887 ***********************************************************************
 DV1887  DESIGNATION -  WHITE CLIFF MOUNTAIN
 DV1887  PID         -  DV1887
 DV1887  STATE/COUNTY-  AZ/MARICOPA
 DV1887  USGS QUAD   -  HUMMINGBIRD SPRING (1990)
 DV1887
 DV1887                         *CURRENT SURVEY CONTROL
 DV1887  ___________________________________________________________________
 DV1887* NAD 83(1992)-  33 40 41.86193(N)    113 03 05.61056(W)     ADJUSTED  
 DV1887* NAVD 88     -              **(meters)            **(feet)            
 DV1887  ___________________________________________________________________
 DV1887  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DV1887  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV1887  HORZ ORDER  -  THIRD
 DV1887
 DV1887.The horizontal coordinates were established by classical geodetic methods
 DV1887.and adjusted by the National Geodetic Survey in August 1993.
 DV1887
 DV1887
 DV1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1887
 DV1887.The geoid height was determined by GEOID03.
 DV1887
 DV1887;                    North         East     Units Scale Factor Converg.
 DV1887;SPC AZ C     -   297,552.040   108,127.523   MT  1.00003648   -0 37 45.8
 DV1887;SPC AZ C     -   976,220.60    354,749.09   iFT  1.00003648   -0 37 45.8
 DV1887;UTM  12      - 3,728,375.502   309,816.033   MT  1.00004593   -1 08 16.8
 DV1887
 DV1887                          SUPERSEDED SURVEY CONTROL
 DV1887
 DV1887  NAD 83(1986)-  33 40 41.85622(N)    113 03 05.61800(W) AD(       ) 4
 DV1887  NAD 27      -  33 40 41.69400(N)    113 03 02.94100(W) AD(       ) 3
 DV1887
 DV1887.Superseded values are not recommended for survey control.
 DV1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1887.See file dsdata.txt to determine how the superseded data were derived.
 DV1887
 DV1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC0981628376(NAD 83)
 DV1887
 DV1887  HISTORY     - Date     Condition        Report By
 DV1887  HISTORY     - 1948     FIRST OBSERVED   CGS
 DV1887
 DV1887                          STATION DESCRIPTION
 DV1887
 DV1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1887'WHITE CLIFF MOUNTAIN IS LOCATED ABOUT 19 MILES SOUTH-SOUTHEAST
 DV1887'OF AGUILIT IS A LARGE ROUND-TOPPED MOUNTAIN WITH LIGHT
 DV1887'COLORED CLIFFS ON THE NORTH, EAST AND SOUTH SIDES.  THE
 DV1887'HIGHEST PART WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0282 ***********************************************************************
 GO0282  DESIGNATION -  WHITE CONE
 GO0282  PID         -  GO0282
 GO0282  STATE/COUNTY-  AZ/APACHE
 GO0282  USGS QUAD   -  UPPER WHEATFIELDS (1983)
 GO0282
 GO0282                         *CURRENT SURVEY CONTROL
 GO0282  ___________________________________________________________________
 GO0282* NAD 83(1992)-  36 11 13.67503(N)    109 04 58.55759(W)     ADJUSTED  
 GO0282* NAVD 88     -      2596.1    (meters)    8517.     (feet)  VERTCON   
 GO0282  ___________________________________________________________________
 GO0282  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 GO0282  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 GO0282  HORZ ORDER  -  THIRD
 GO0282
 GO0282.The horizontal coordinates were established by classical geodetic methods
 GO0282.and adjusted by the National Geodetic Survey in August 1993.
 GO0282
 GO0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0282
 GO0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0282
 GO0282.The geoid height was determined by GEOID03.
 GO0282
 GO0282;                    North         East     Units Scale Factor Converg.
 GO0282;SPC AZ E     -   575,819.432   310,834.111   MT  1.00001703   +0 38 23.7
 GO0282;SPC AZ E     - 1,889,171.36  1,019,796.95   iFT  1.00001703   +0 38 23.7
 GO0282;UTM  12      - 4,006,407.521   672,381.428   MT  0.99996614   +1 07 55.8
 GO0282
 GO0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0282!SPC AZ E     -   0.99959576  x   1.00001703  =   0.99961278
 GO0282!UTM  12      -   0.99959576  x   0.99996614  =   0.99956191
 GO0282
 GO0282:                Primary Azimuth Mark                     Grid Az
 GO0282:SPC AZ E     -  SEZNINI                                  256 42 43.9
 GO0282:UTM  12      -  SEZNINI                                  256 13 11.8
 GO0282
 GO0282|---------------------------------------------------------------------|
 GO0282| PID    Reference Object                     Distance      Geod. Az  |
 GO0282|                                                           dddmmss.s |
 GO0282| GO0504 SEZNINI                             APPROX.19.6 KM 2572107.6 |
 GO0282|---------------------------------------------------------------------|
 GO0282
 GO0282                          SUPERSEDED SURVEY CONTROL
 GO0282
 GO0282  NAD 83(1986)-  36 11 13.67789(N)    109 04 58.55615(W) AD(       ) 3
 GO0282  NGVD 29 (08/22/88) 2595.0    (m)         8514.     (f) VERT ANG    3  
 GO0282
 GO0282.Superseded values are not recommended for survey control.
 GO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0282.See file dsdata.txt to determine how the superseded data were derived.
 GO0282
 GO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7238106408(NAD 83)
 GO0282_MARKER: DS = TRIANGULATION STATION DISK
 GO0282_SETTING: 66 = SET IN ROCK OUTCROP
 GO0282_SP_SET: SET IN BEDROCK
 GO0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0282+STABILITY: POSITION/ELEVATION WELL
 GO0282
 GO0282  HISTORY     - Date     Condition        Report By
 GO0282  HISTORY     - 1955     MONUMENTED       USGS
 GO0282
 GO0282                          STATION DESCRIPTION
 GO0282
 GO0282'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0282'LOCATED ABOUT 10.3 MI NE. OF SAWMILL, 5.7 MI NW. OF CRYSTAL.  ON
 GO0282'HIGHEST POINT OF WEST TOP OF WHITE CONE, A STEEP WHITE-SAND
 GO0282'CONE-SHAPED HILL.
 GO0282'
 GO0282'TO REACH FROM CHINLE POST OFFICE, DRIVE 0.6 MI E. ALONG GRADED
 GO0282'RD. TO GARCIAS TRADING POST, CONTINUE 0.4 MI E. ON GRADED RD. TO
 GO0282'RD. NE. ACROSS CANYON DE CHELLY.  FOLLOW MAIN-TRAVELED RD. 26.9 MI
 GO0282'NE. TO RD. JCT.  TURN SHARP RIGHT FOLLOWING MAIN RD. SE. 19.3 MI
 GO0282'TO SOUTH SIDE OF WHITE CONE.  TURN RIGHT 0.1 MI TO BASE OF HILL
 GO0282'AND END OF RD.  PACK N. ALONG STEEP SLOPE TO WEST TOP AND
 GO0282'STATION.  ABOUT A 1 HOUR 15 MINUTE PACK IN VERY DRY WEATHER,
 GO0282'ABOUT 45 MINUTES IN WET WEATHER.
 GO0282'
 GO0282'STATION MARK--STANDARD TABLET STAMPED---WHITE CONE 1955---,
 GO0282'CEMENTED IN SOLID ROCK.
 GO0282'
 GO0282'RM 1--STANDARD RM TABLET STAMPED---WHITE CONE 1955 NO 1---,
 GO0282'CEMENTED IN SOLID ROCK.
 GO0282'
 GO0282'RM 2--STANDARD RM TABLET STAMPED---WHITE CONE 1955 NO 2---,
 GO0282'CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0657 ***********************************************************************
 GP0657  DESIGNATION -  WHITE MESA
 GP0657  PID         -  GP0657
 GP0657  STATE/COUNTY-  AZ/COCONINO
 GP0657  USGS QUAD   -  SQUARE BUTTE (1982)
 GP0657
 GP0657                         *CURRENT SURVEY CONTROL
 GP0657  ___________________________________________________________________
 GP0657* NAD 83(1992)-  36 34 45.77557(N)    110 55 54.99851(W)     ADJUSTED  
 GP0657* NAVD 88     -      2203.1    (meters)    7228.     (feet)  VERTCON   
 GP0657  ___________________________________________________________________
 GP0657  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 GP0657  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 GP0657  HORZ ORDER  -  SECOND
 GP0657
 GP0657.The horizontal coordinates were established by classical geodetic methods
 GP0657.and adjusted by the National Geodetic Survey in August 1993.
 GP0657
 GP0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0657
 GP0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0657
 GP0657.The geoid height was determined by GEOID03.
 GP0657
 GP0657;                    North         East     Units Scale Factor Converg.
 GP0657;SPC AZ C     -   619,248.557   301,484.702   MT  0.99999565   +0 35 12.7
 GP0657;SPC AZ C     - 2,031,655.37    989,123.04   iFT  0.99999565   +0 35 12.7
 GP0657;UTM  12      - 4,048,215.669   506,088.544   MT  0.99960046   +0 02 26.0
 GP0657
 GP0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0657!SPC AZ C     -   0.99965778  x   0.99999565  =   0.99965343
 GP0657!UTM  12      -   0.99965778  x   0.99960046  =   0.99925838
 GP0657
 GP0657:                Primary Azimuth Mark                     Grid Az
 GP0657:SPC AZ C     -  TALL MTN MICROWAVE TOWER                 046 23 45.1
 GP0657:UTM  12      -  TALL MTN MICROWAVE TOWER                 046 56 31.8
 GP0657
 GP0657|---------------------------------------------------------------------|
 GP0657| PID    Reference Object                     Distance      Geod. Az  |
 GP0657|                                                           dddmmss.s |
 GP0657| GP0648 TALL MTN MICROWAVE TOWER            APPROX.33.8 KM 0465857.8 |
 GP0657| GP0656 INSCRIPTION HOUSE WATER TANK        APPROX.21.1 KM 0573612.4 |
 GP0657| GP0654 SHONTO WATER TANK                   APPROX.24.6 KM 0843939.6 |
 GP0657| CD4139 WHITE MESA RM 2                      12.931 METERS 09432     |
 GP0657| CD4138 WHITE MESA RM 1                      10.189 METERS 33033     |
 GP0657|---------------------------------------------------------------------|
 GP0657
 GP0657                          SUPERSEDED SURVEY CONTROL
 GP0657
 GP0657  NAD 83(1986)-  36 34 45.77446(N)    110 55 54.99652(W) AD(       ) 2
 GP0657  NAD 27      -  36 34 45.77348(N)    110 55 52.46864(W) AD(       ) 2
 GP0657  NGVD 29 (07/19/86) 2202.0    (m)         7224.     (f) VERT ANG    3  
 GP0657
 GP0657.Superseded values are not recommended for survey control.
 GP0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0657.See file dsdata.txt to determine how the superseded data were derived.
 GP0657
 GP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF0608948216(NAD 83)
 GP0657_MARKER: DD = SURVEY DISK
 GP0657_SETTING: 66 = SET IN ROCK OUTCROP
 GP0657
 GP0657  HISTORY     - Date     Condition        Report By
 GP0657  HISTORY     - 1970     MONUMENTED       USGS
 GP0657
 GP0657                          STATION DESCRIPTION
 GP0657
 GP0657'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0657'RM 1, TO RM 2, (NOT MEASURED).
 GP0657'
 GP0657'INSTRUMENT STAND 6.0 FT ABOVE STATION MARK.
 GP0657'
 GP0657'LOCATED ABOUT 38 MI SE. OF PAGE.  16 MI W. OF SHONTO.  ON THE
 GP0657'HIGHEST POINT OF THE N. END OF WHITE MESA.
 GP0657'
 GP0657'REACHED BY HELICOPTER.  MAY BE REACHED BY DRIVING S. FROM THE
 GP0657'SHONTO-KAIBITO RD. TO THE BASE OF WHITE MESA AND END OF TRUCK
 GP0657'TRAVEL.  PACK S. TO THE TOP OF WHITE MESA.  A 90-MINUTE PACK.
 GP0657'
 GP0657'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED WHITE MESA 1970
 GP0657'CEMENTED IN DRILL HOLE IN ROCK OUTCROP AT THE HIGHEST POINT OF TOP.
 GP0657'
 GP0657'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0657'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 GP0657'
 GP0657'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0657'CEMENTED IN DRILL HOLE IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2190 ***********************************************************************
 DU2190  DESIGNATION -  WHITEM
 DU2190  PID         -  DU2190
 DU2190  STATE/COUNTY-  AZ/MARICOPA
 DU2190  USGS QUAD   -  TEMPE (1982)
 DU2190
 DU2190                         *CURRENT SURVEY CONTROL
 DU2190  ___________________________________________________________________
 DU2190* NAD 83(1992)-  33 24 54.08824(N)    111 53 19.09899(W)     ADJUSTED  
 DU2190* NAVD 88     -       364.6    (meters)    1196.     (feet)  VERTCON   
 DU2190  ___________________________________________________________________
 DU2190  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DU2190  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2190  HORZ ORDER  -  SECOND
 DU2190
 DU2190.The horizontal coordinates were established by classical geodetic methods
 DU2190.and adjusted by the National Geodetic Survey in August 1993.
 DU2190
 DU2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2190
 DU2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2190
 DU2190.The geoid height was determined by GEOID03.
 DU2190
 DU2190;                    North         East     Units Scale Factor Converg.
 DU2190;SPC AZ C     -   267,776.894   215,966.720   MT  0.99990008   +0 00 55.6
 DU2190;SPC AZ C     -   878,533.12    708,552.23   iFT  0.99990008   +0 00 55.6
 DU2190;UTM  12      - 3,697,651.003   417,376.598   MT  0.99968416   -0 29 21.8
 DU2190
 DU2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2190!SPC AZ C     -   0.99994743  x   0.99990008  =   0.99984752
 DU2190!UTM  12      -   0.99994743  x   0.99968416  =   0.99963161
 DU2190
 DU2190|---------------------------------------------------------------------|
 DU2190| PID    Reference Object                     Distance      Geod. Az  |
 DU2190|                                                           dddmmss.s |
 DU2190| CH5723 WHITEM RM 1                          22.700 METERS 02906     |
 DU2190| CH5724 WHITEM RM 2                          40.640 METERS 10247     |
 DU2190| DU0787 M 22                                               2664929.9 |
 DU2190| DU2172 TEMPE BUTTE AIRWAY BEACON           APPROX. 4.6 KM 2883016.0 |
 DU2190|---------------------------------------------------------------------|
 DU2190
 DU2190                          SUPERSEDED SURVEY CONTROL
 DU2190
 DU2190  NAD 83(1986)-  33 24 54.08281(N)    111 53 19.10354(W) AD(       ) 2
 DU2190  NAD 27      -  33 24 53.91800(N)    111 53 16.59200(W) AD(       ) 2
 DU2190  NGVD 29 (07/19/86)  364.0    (m)         1194.     (f) VERT ANG    3  
 DU2190
 DU2190.Superseded values are not recommended for survey control.
 DU2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2190.See file dsdata.txt to determine how the superseded data were derived.
 DU2190
 DU2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1737797651(NAD 83)
 DU2190_MARKER: DS = TRIANGULATION STATION DISK
 DU2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2190
 DU2190  HISTORY     - Date     Condition        Report By
 DU2190  HISTORY     - 1935     MONUMENTED       CGS
 DU2190  HISTORY     - 1953     MARK NOT FOUND   CGS
 DU2190  HISTORY     - 1960     MARK NOT FOUND   AMS
 DU2190  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 DU2190  HISTORY     - 20070705 MARK NOT FOUND   GEOCAC
 DU2190
 DU2190                          STATION DESCRIPTION
 DU2190
 DU2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2190'ABOUT 3 MILES WEST OF MESA, ON THE NORTH SIDE OF U.S. HIGHWAY
 DU2190'NO. 80 AND IN THE YARD OF MR. E.M. WHITE.  STATION MARK IS
 DU2190'ABOUT 15 FEET EAST OF THE FENCE AT THE WEST EDGE OF THE YARD,
 DU2190'AND ABOUT 50 FEET NORTH OF THE DITCH.  MARKED BY STANDARD
 DU2190'BRONZE DISKS.  REFERENCE MARK
 DU2190'NO. 1, A STANDARD BRONZE REFERENCE DISK, IS 22.70
 DU2190'METERS (74.5 FEET) FROM STATION N 29 DEG 07 MIN E.
 DU2190'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DU2190'IS 40.64 METERS (133.3 FEET) FROM STATION S 77 DEG 13 MIN E.
 DU2190'AZIMUTH MARK IS COAST AND GEODETIC SURVEY
 DU2190'BENCH MARK M 22, 1933, SET IN A CONCRETE HEADGATE OF THE
 DU2190'DITCH ON THE NORTH SIDE OF U.S. HIGHWAY NO. 80 AND
 DU2190'S 86 DEG 50 MIN W.
 DU2190
 DU2190                          STATION RECOVERY (1953)
 DU2190
 DU2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DU2190'THE STATION AND REFERENCE MARK 1 WERE NOT RECOVERED.  REFERENCE
 DU2190'MARK 2 WAS RECOVERED IN GOOD CONDITION.  MR. E.M. WHITE OF
 DU2190'THE ORIGINAL DESCRIPTION NO LONGER LIVES AT THE SITE.  A SERVICE
 DU2190'STATION HAS BEEN CONSTRUCTED AT THE STATION SITE, AND IT IS
 DU2190'BELIEVED THAT THE STATION IS DESTROYED.
 DU2190
 DU2190                          STATION RECOVERY (1960)
 DU2190
 DU2190'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 DU2190'THE STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 DU2190'FOUND AND ARE PRESUMED LOST.  A SERVICE STATION HAS BEEN
 DU2190'BUILT OVER THE STATION SITE.
 DU2190
 DU2190                          STATION RECOVERY (2006)
 DU2190
 DU2190'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2190'THE SERVICE STATION HAS NOW BEEN DEMOLISHED. ACCESS TO THE MACADAM AND
 DU2190'FOUNDATION OF THE SERVICE STATION WAS RESTRICTED BY A FENCE.
 DU2190
 DU2190                          STATION RECOVERY (2007)
 DU2190
 DU2190'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2190'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU2190'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0581 ***********************************************************************
 FP0581  DESIGNATION -  WHITEWATER
 FP0581  PID         -  FP0581
 FP0581  STATE/COUNTY-  AZ/APACHE
 FP0581  USGS QUAD   -  CHAFIN WELL (1971)
 FP0581
 FP0581                         *CURRENT SURVEY CONTROL
 FP0581  ___________________________________________________________________
 FP0581* NAD 83(1992)-  35 14 40.47303(N)    109 02 55.23612(W)     ADJUSTED  
 FP0581* NAVD 88     -      2050.0    (meters)    6726.     (feet)  VERTCON   
 FP0581  ___________________________________________________________________
 FP0581  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FP0581  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 FP0581  HORZ ORDER  -  SECOND
 FP0581
 FP0581.The horizontal coordinates were established by classical geodetic methods
 FP0581.and adjusted by the National Geodetic Survey in August 1993.
 FP0581
 FP0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0581
 FP0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0581
 FP0581.The geoid height was determined by GEOID03.
 FP0581
 FP0581;                    North         East     Units Scale Factor Converg.
 FP0581;SPC AZ E     -   471,278.317   315,106.651   MT  1.00002754   +0 38 42.8
 FP0581;SPC AZ E     - 1,546,188.70  1,033,814.47   iFT  1.00002754   +0 38 42.8
 FP0581;SPC NM W     -   471,390.302   719,391.084   MT  1.00006739   -0 42 05.1
 FP0581;SPC NM W     - 1,546,553.02  2,360,202.25   sFT  1.00006739   -0 42 05.1
 FP0581;UTM  12      - 3,901,911.172   677,541.597   MT  0.99998847   +1 07 34.8
 FP0581
 FP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0581!SPC AZ E     -   0.99968178  x   1.00002754  =   0.99970932
 FP0581!SPC NM W     -   0.99968178  x   1.00006739  =   0.99974915
 FP0581!UTM  12      -   0.99968178  x   0.99998847  =   0.99967026
 FP0581
 FP0581:                Primary Azimuth Mark                     Grid Az
 FP0581:SPC AZ E     -  WHITEWATER AZ MK                         359 46 35.1
 FP0581:SPC NM W     -  WHITEWATER AZ MK                         001 07 23.0
 FP0581:UTM  12      -  WHITEWATER AZ MK                         359 17 43.1
 FP0581
 FP0581|---------------------------------------------------------------------|
 FP0581| PID    Reference Object                     Distance      Geod. Az  |
 FP0581|                                                           dddmmss.s |
 FP0581| CD4140 WHITEWATER AZ MK                                   0002517.9 |
 FP0581| CD4141 WHITEWATER RM 1                      15.429 METERS 07720     |
 FP0581| CD4142 WHITEWATER RM 2                      18.757 METERS 18228     |
 FP0581|---------------------------------------------------------------------|
 FP0581
 FP0581                          SUPERSEDED SURVEY CONTROL
 FP0581
 FP0581  NAD 83(1986)-  35 14 40.47104(N)    109 02 55.23600(W) AD(       ) 2
 FP0581  NAD 27      -  35 14 40.38300(N)    109 02 52.91500(W) AD(       ) 2
 FP0581  NGVD 29 (07/19/86) 2049.0    (m)         6722.     (f) VERT ANG    3  
 FP0581
 FP0581.Superseded values are not recommended for survey control.
 FP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0581.See file dsdata.txt to determine how the superseded data were derived.
 FP0581
 FP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7754201911(NAD 83)
 FP0581_MARKER: DS = TRIANGULATION STATION DISK
 FP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0581
 FP0581  HISTORY     - Date     Condition        Report By
 FP0581  HISTORY     - 1936     MONUMENTED       CGS
 FP0581
 FP0581                          STATION DESCRIPTION
 FP0581
 FP0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0581'THE STATION IS ABOUT 8 MILES S OF U.S. HIGHWAY 66 ON THE N EDGE
 FP0581'OF THE PROMINENT MESA JUST S OF WHITEWATER CANYON, 0.15 MILE W
 FP0581'OF THE ROAD AND ABOUT 25 FEET S OF THE N EDGE OF THE MESA.
 FP0581'
 FP0581'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FP0581'DISKS SET IN CONCRETE.
 FP0581'
 FP0581'REFERENCE MARK NO. 1 IS 50.62 FEET FROM THE STATION N 77 DEG 20 MIN E.
 FP0581'
 FP0581'REFERENCE MARK NO. 2 IS 61.54 FEET FROM THE STATION S 02 DEG 28 MIN W.
 FP0581'
 FP0581'AZIMUTH MARK IS ABOUT 0.1 MILE E OF THE LAST OF THE HOGANS
 FP0581'MENTIONED BELOW, 66 FEET S OF A CEDAR TREE IN A FENCE CORNER, 1
 FP0581'FOOT E OF THE FENCE, AND APPROXIMATELY 1.0 MILE FROM THE STATION
 FP0581'N 00 DEG 25 MIN E.
 FP0581'
 FP0581'TO REACH THE STATION FROM GALLUP GO W ON U.S. HIGHWAY 66, 21.9
 FP0581'MILES TO A POINT 0.3 MILE E OF LUPTON WHERE A DIRT ROAD RUNS
 FP0581'ALONG THE S SIDE OF HIGHWAY FOR A SHORT DISTANCE, TAKE THIS DIRT
 FP0581'ROAD AND GO 0.25 MILE ACROSS THE ATCHISON, TOPEKA, AND SANTA FE
 FP0581'RAILROAD AND THROUGH A GATE, TAKE THE RIGHT (MAIN) FORK AND GO
 FP0581'1.6 MILES, CROSSING A DEEP WIDE WASH, A HOGAN ON THE LEFT AND
 FP0581'GOING AROUND A KNOLL TO THE LEFT, TAKE THE LEFT FORK AND GO 1.7
 FP0581'MILES, TAKE THE RIGHT FORK AND GO 2.1 MILES TO A Y-ROAD JUST
 FP0581'BEFORE REACHING A HOGAN ON THE RIGHT, TAKE THE LEFT FORK, AND
 FP0581'GO 3.1 MILES TO A LEFT-HAND CURVE AND A HOGAN ON THE RIGHT, GO
 FP0581'TO THE LEFT, CROSS A SMALL DITCH, KEEP THE MAIN (RIGHT) FORK,
 FP0581'AND GO 1.25 MILES TO THE TOP OF THE RIDGE AND A LEFT-HAND
 FP0581'CURVE, LEAVE THE ROAD AND GO 0.15 MILE W ALONG THE N EDGE OF MESA
 FP0581'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2043 ***********************************************************************
 DV2043  DESIGNATION -  WHITEWAY
 DV2043  PID         -  DV2043
 DV2043  STATE/COUNTY-  AZ/MARICOPA
 DV2043  USGS QUAD   -  BALDY MTN (1981)
 DV2043
 DV2043                         *CURRENT SURVEY CONTROL
 DV2043  ___________________________________________________________________
 DV2043* NAD 83(1992)-  33 45 25.12821(N)    112 15 10.95709(W)     ADJUSTED  
 DV2043* NAVD 88     -       447.4    (meters)    1468.     (feet)  VERTCON   
 DV2043  ___________________________________________________________________
 DV2043  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DV2043  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DV2043  HORZ ORDER  -  SECOND
 DV2043
 DV2043.The horizontal coordinates were established by classical geodetic methods
 DV2043.and adjusted by the National Geodetic Survey in August 1993.
 DV2043
 DV2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2043
 DV2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2043
 DV2043.The geoid height was determined by GEOID03.
 DV2043
 DV2043;                    North         East     Units Scale Factor Converg.
 DV2043;SPC AZ C     -   305,751.555   182,198.717   MT  0.99991197   -0 11 12.9
 DV2043;SPC AZ C     - 1,003,121.90    597,764.82   iFT  0.99991197   -0 11 12.9
 DV2043;UTM  12      - 3,735,916.138   383,952.085   MT  0.99976602   -0 41 46.9
 DV2043
 DV2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2043!SPC AZ C     -   0.99993441  x   0.99991197  =   0.99984639
 DV2043!UTM  12      -   0.99993441  x   0.99976602  =   0.99970045
 DV2043
 DV2043:                Primary Azimuth Mark                     Grid Az
 DV2043:SPC AZ C     -  WHITEWAY RM 3 AZIMUTH                    190 10 01.8
 DV2043:UTM  12      -  WHITEWAY RM 3 AZIMUTH                    190 40 35.8
 DV2043
 DV2043|---------------------------------------------------------------------|
 DV2043| PID    Reference Object                     Distance      Geod. Az  |
 DV2043|                                                           dddmmss.s |
 DV2043| CH5732 WHITEWAY RM 3 AZIMUTH                              1895848.9 |
 DV2043| CH5729 WHITEWAY AZ MK                                     1895842.2 |
 DV2043| CH5730 WHITEWAY RM 1                        20.454 METERS 20443     |
 DV2043| CH5731 WHITEWAY RM 2                        14.422 METERS 28525     |
 DV2043|---------------------------------------------------------------------|
 DV2043
 DV2043                          SUPERSEDED SURVEY CONTROL
 DV2043
 DV2043  NAD 83(1986)-  33 45 25.12365(N)    112 15 10.96340(W) AD(       ) 2
 DV2043  NAD 27      -  33 45 24.99400(N)    112 15 08.39000(W) AD(       ) 2
 DV2043  NGVD 29 (07/19/86)  446.8    (m)         1466.     (f) VERT ANG    3  
 DV2043
 DV2043.Superseded values are not recommended for survey control.
 DV2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2043.See file dsdata.txt to determine how the superseded data were derived.
 DV2043
 DV2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8395235916(NAD 83)
 DV2043_MARKER: DS = TRIANGULATION STATION DISK
 DV2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2043+STABILITY: SURFACE MOTION
 DV2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2043+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV2043
 DV2043  HISTORY     - Date     Condition        Report By
 DV2043  HISTORY     - 1947     MONUMENTED       CGS
 DV2043  HISTORY     - 1971     GOOD             USE
 DV2043  HISTORY     - 1973     GOOD             NGS
 DV2043  HISTORY     - 1986     GOOD             AZDT
 DV2043  HISTORY     - 20020330 GOOD             USPSQD
 DV2043  HISTORY     - 20071102 GOOD             GEOCAC
 DV2043
 DV2043                          STATION DESCRIPTION
 DV2043
 DV2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DV2043'THE STATION IS LOCATED ABOUT 24 MILES NORTHWEST OF PHOENIX,
 DV2043'ABOUT 12 MILES NORTH OF MARINETTE, AND ABOUT 0.5 MILE EAST OF
 DV2043'THE AGUA FRIA RIVER, ON THE MARINETTE-LAKE PLEASANT HIGHWAY, IN
 DV2043'OPEN COUNTRY, 20 PACES WEST OF AND APPROXIMATELY THE SAME
 DV2043'ELEVATIN AS THE CENTER LINE OF ROAD, 3 FEET NORTH OF A 4 X 4
 DV2043'WITNESS POST, STAMPED--WHITEWAY 1947.
 DV2043'
 DV2043'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2043'STATION, 22 PACES WEST OF CENTER LINE OF ROAD, PROJECTS 6
 DV2043'INCHES AND IS STAMPED--WHITEWAY NO 1 1947.
 DV2043'
 DV2043'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2043'STATION, FLUSH WITH THE GROUND AND IS STAMPED--WHITEWAY NO 2 1947.
 DV2043'
 DV2043'THE AZIMUTH MARK IS 14 PACES EAST OF CENTER LINE OF ROAD, PROJECTS
 DV2043'4 INCHES AND IS STAMPED--WHITEWAY 1947.
 DV2043'
 DV2043'TO REACH FROM THE POST OFFICE AT MARINETTE.  GO WEST ON U.S.
 DV2043'HIGHWAYS 60, 70 AND 89 FOR 0.4 MILE TO A SIDE ROAD RIGHT AND
 DV2043'SIGN LAKE PLESANT 20 MILES.  TURN RIGHT, LEAVING HIGHWAY,
 DV2043'CROSS RAILROAD AND GO NORTH ON GRADED ROAD FOR 4.85 MILES TO
 DV2043'A Y FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE RIGHT FORK
 DV2043'AND CONTINUE NORTH ON LAKE PLEASANT ROAD FOR 3.0 MILES TO A
 DV2043'T ROAD RIGHT.  CONTINUE STRAIGHT AHEAD, NORTHERLY, FOR 3.55
 DV2043'MILES TO THE STATION SITE ON LEFT AS DESCRIBED ABOVE.  A DRIVE
 DV2043'STATION.
 DV2043
 DV2043                          STATION RECOVERY (1971)
 DV2043
 DV2043'RECOVERY NOTE BY US ENGINEERS 1971 (EMB)
 DV2043'WHITEWAY 1947-GOOD.
 DV2043'
 DV2043'WHITEWAY NO 1 1947-GOOD.
 DV2043'
 DV2043'WHITEWAY NO 2 1947-GOOD.
 DV2043'
 DV2043'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  PROBABLY COVERED
 DV2043'BY ROAD GRADER OPERATIONS.
 DV2043'
 DV2043'DESCRIPTION IS ADEQUATE.
 DV2043
 DV2043                          STATION RECOVERY (1973)
 DV2043
 DV2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DV2043'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DV2043'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE
 DV2043'RECOVERED AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DV2043'THE OLD ROUTE TO THE STATION IS NO LONGER ADEQUATE AND A
 DV2043'NEW ROUTE IS GIVEN AT THIS TIME.
 DV2043'
 DV2043'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND BELL ROAD
 DV2043'IN THE NORTH PART OF PHOENIX, GO WEST ALONG BELL ROAD FOR
 DV2043'10.4 MILES TO 107 AVENUE.  TURN RIGHT AND GO NORTH ALONG 107
 DV2043'AVENUE FOR 2.3 MILES TO A FORK.  TAKE RIGHT FORK NORTHEAST
 DV2043'(LAKE PLEASANT ROAD) FOR 3.1 MILES TO HAPPY VALLEY ROAD ON THE
 DV2043'RIGHT, CONTINUE NORTH FOR 3.5 MILES TO THE STATION ON THE LEFT
 DV2043'AS DESCRIBED IN 1947.
 DV2043'
 DV2043'THE 1973 AZIMUTH MARK IS A STANDARD DISK STAMPED, WHITEWAY
 DV2043'1947 NO 3 1973.  IT IS SET IN A DRILL HOLE ON TOP OF A LOW
 DV2043'RIDGE WHICH LEADS WEST FROM A PROMINENT BUTTE.
 DV2043'
 DV2043'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG THE
 DV2043'MAIN ROAD FOR 0.7 MILE TO A RIDGE ON THE LEFT.  PACK EAST UP
 DV2043'THE RIDGE FOR ABOUT 0.1 MILE TO THE MARK.
 DV2043'
 DV2043'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DV2043'
 DV2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES
 DV2043'NORTHWEST OF PHOENIX.
 DV2043
 DV2043                          STATION RECOVERY (1986)
 DV2043
 DV2043'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV2043'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV2043'AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV2043'
 DV2043'TO REACH THE STATION FROM INTERSTATE HIGHWAY 17 AND CAREFREE HIGHWAY
 DV2043'A FEW MILES NORTH OF PHOENIX.  TRAVEL WEST ALONG CAREFREE HIGHWAY FOR
 DV2043'6.6 MILES TO AN INTERSECTION.  TURN LEFT AND TRAVEL SOUTH FOR 3.1
 DV2043'MILES TO THE STATION ON RIGHT 65 FEET WEST OF THE CENTERLINE OF LAKE
 DV2043'PLEASENT ROAD.
 DV2043
 DV2043                          STATION RECOVERY (2002)
 DV2043
 DV2043'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 DV2043'RECOVERED IN GOOD CONDITION.
 DV2043
 DV2043                          STATION RECOVERY (2007)
 DV2043
 DV2043'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV2043'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV2043'CONDITION AS DESCRIBED. DID NOT SEARCH FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1905 ***********************************************************************
 DU1905  DESIGNATION -  WHITFORD
 DU1905  PID         -  DU1905
 DU1905  STATE/COUNTY-  AZ/PINAL
 DU1905  USGS QUAD   -  PICKETPOST MTN (1981)
 DU1905
 DU1905                         *CURRENT SURVEY CONTROL
 DU1905  ___________________________________________________________________
 DU1905* NAD 83(1992)-  33 20 14.04475(N)    111 08 36.48529(W)     ADJUSTED  
 DU1905* NAVD 88     -      1088.6    (meters)    3572.     (feet)  VERTCON   
 DU1905  ___________________________________________________________________
 DU1905  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 DU1905  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DU1905  HORZ ORDER  -  THIRD
 DU1905
 DU1905.The horizontal coordinates were established by classical geodetic methods
 DU1905.and adjusted by the National Geodetic Survey in August 1993.
 DU1905
 DU1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1905
 DU1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1905
 DU1905.The geoid height was determined by GEOID03.
 DU1905
 DU1905;                    North         East     Units Scale Factor Converg.
 DU1905;SPC AZ C     -   259,416.548   285,335.421   MT  0.99996385   +0 25 29.8
 DU1905;SPC AZ C     -   851,104.16    936,139.83   iFT  0.99996385   +0 25 29.8
 DU1905;UTM  12      - 3,688,683.009   486,649.017   MT  0.99960220   -0 04 43.8
 DU1905
 DU1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1905!SPC AZ C     -   0.99983359  x   0.99996385  =   0.99979744
 DU1905!UTM  12      -   0.99983359  x   0.99960220  =   0.99943585
 DU1905
 DU1905:                Primary Azimuth Mark                     Grid Az
 DU1905:SPC AZ C     -  APACHE                                   136 54 52.3
 DU1905:UTM  12      -  APACHE                                   137 25 05.9
 DU1905
 DU1905|---------------------------------------------------------------------|
 DU1905| PID    Reference Object                     Distance      Geod. Az  |
 DU1905|                                                           dddmmss.s |
 DU1905| DU1883 APACHE                              APPROX.11.2 KM 1372022.1 |
 DU1905| DU1924 WHITFORD RM 1                                      22903     |
 DU1905|---------------------------------------------------------------------|
 DU1905
 DU1905                          SUPERSEDED SURVEY CONTROL
 DU1905
 DU1905  NAD 83(1986)-  33 20 14.03967(N)    111 08 36.48773(W) AD(       ) 3
 DU1905  NGVD 29 (09/20/88) 1087.9    (m)         3569.     (f) VERT ANG    3  
 DU1905
 DU1905.Superseded values are not recommended for survey control.
 DU1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1905.See file dsdata.txt to determine how the superseded data were derived.
 DU1905
 DU1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB8664988683(NAD 83)
 DU1905_MARKER: DS = TRIANGULATION STATION DISK
 DU1905_SETTING: 66 = SET IN ROCK OUTCROP
 DU1905_SP_SET: SET IN ROCK OUTCROP
 DU1905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1905+STABILITY: POSITION/ELEVATION WELL
 DU1905
 DU1905  HISTORY     - Date     Condition        Report By
 DU1905  HISTORY     - 1946     MONUMENTED       USGS
 DU1905
 DU1905                          STATION DESCRIPTION
 DU1905
 DU1905'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU1905'LOCATED ABOUT 3 MI NW. OF SUPERIOR.  ON ROUND, REDDISH RIDGE PART
 DU1905'OF MOUNTAIN DIVIDE.
 DU1905'
 DU1905'TO REACH FROM SUPERIOR POST OFFICE, TAKE U.S. HWYS. 60 AND 70 1.7
 DU1905'MI.  TURN RIGHT ON SILVER KING RD. 0.6 MI N. TO RD. FORKS.  TAKE
 DU1905'LEFT FORK 1.8 MI W.  TURN RIGHT ON HAPPY CAMP RD. 3.5 MI N. TO
 DU1905'MINE DUMP, CONTINUE 0.9 MI TO END OF TRUCK TRAVEL.  CLIMB 0.75 MI
 DU1905'W. TO SUMMIT OF RIDGE, HIGHEST POINT AND STATION.  A 45-MINUTE
 DU1905'PACK.
 DU1905'
 DU1905'STATION MARK--STANDARD TABLET STAMPED---WHITFORD 1946---, CEMENTED
 DU1905'IN ROCK OUTCROP.
 DU1905'
 DU1905'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK
 DU1905'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0372 ***********************************************************************
 GQ0372  DESIGNATION -  WHITMORE
 GQ0372  PID         -  GQ0372
 GQ0372  STATE/COUNTY-  AZ/MOHAVE
 GQ0372  USGS QUAD   -  WHITMORE POINT (1967)
 GQ0372
 GQ0372                         *CURRENT SURVEY CONTROL
 GQ0372  ___________________________________________________________________
 GQ0372* NAD 83(1992)-  36 10 54.03155(N)    113 15 41.08718(W)     ADJUSTED  
 GQ0372* NAVD 88     -      1675.4    (meters)    5497.     (feet)  VERTCON   
 GQ0372  ___________________________________________________________________
 GQ0372  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 GQ0372  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 GQ0372  HORZ ORDER  -  THIRD
 GQ0372
 GQ0372.The horizontal coordinates were established by classical geodetic methods
 GQ0372.and adjusted by the National Geodetic Survey in August 1993.
 GQ0372
 GQ0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0372
 GQ0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0372
 GQ0372.The geoid height was determined by GEOID03.
 GQ0372
 GQ0372;                    North         East     Units Scale Factor Converg.
 GQ0372;SPC AZ W     -   574,799.486   257,308.766   MT  0.99995712   +0 17 18.4
 GQ0372;SPC AZ W     - 1,885,825.09    844,188.86   iFT  0.99995712   +0 17 18.4
 GQ0372;SPC AZ C     -   575,507.780    92,400.110   MT  1.00008022   -0 47 38.3
 GQ0372;SPC AZ C     - 1,888,148.88    303,149.97   iFT  1.00008022   -0 47 38.3
 GQ0372;UTM  12      - 4,006,469.168   296,636.578   MT  1.00010960   -1 20 07.7
 GQ0372
 GQ0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0372!SPC AZ W     -   0.99974095  x   0.99995712  =   0.99969808
 GQ0372!SPC AZ C     -   0.99974095  x   1.00008022  =   0.99982115
 GQ0372!UTM  12      -   0.99974095  x   1.00010960  =   0.99985052
 GQ0372
 GQ0372|---------------------------------------------------------------------|
 GQ0372| PID    Reference Object                     Distance      Geod. Az  |
 GQ0372|                                                           dddmmss.s |
 GQ0372| CH4551 WHITMORE RM 1                         5.920 METERS 10227     |
 GQ0372| CH4550 WHITMORE AZ MK                                     3344730.2 |
 GQ0372|---------------------------------------------------------------------|
 GQ0372
 GQ0372                          SUPERSEDED SURVEY CONTROL
 GQ0372
 GQ0372  NAD 83(1986)-  36 10 54.02484(N)    113 15 41.08518(W) AD(       ) 3
 GQ0372  NAD 27      -  36 10 54.07500(N)    113 15 38.33700(W) AD(       ) 3
 GQ0372  NGVD 29 (07/19/86) 1674.6    (m)         5494.     (f) VERT ANG    3  
 GQ0372
 GQ0372.Superseded values are not recommended for survey control.
 GQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0372.See file dsdata.txt to determine how the superseded data were derived.
 GQ0372
 GQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF9663706469(NAD 83)
 GQ0372_MARKER: DS = TRIANGULATION STATION DISK
 GQ0372_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0372
 GQ0372  HISTORY     - Date     Condition        Report By
 GQ0372  HISTORY     - 1953     MONUMENTED       CGS
 GQ0372  HISTORY     - 1965     GOOD             CGS
 GQ0372
 GQ0372                          STATION DESCRIPTION
 GQ0372
 GQ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0372'THE STATION IS ABOUT 17-1/2 MILES SOUTH OF AND 2 MILES EAST
 GQ0372'OF MT. TRUMBULL VILLAGE AND 10 MILES SOUTH OF MT. EMMA.  IT IS
 GQ0372'ON THE RIM OF GRAND CANYON AND IS AT THE SOUTHERN TIP OF A
 GQ0372'LONG STRIP OF LAND THAT EXTENDS SOUTHERLY BETWEEN COLD SPRING
 GQ0372'WASH AND A DEEP CANYON TO THE WEST (SAID TO BE MULE CANYON BUT
 GQ0372'NOT SHOWN ON AVAILABLE MAPS).  THIS POINT IS LOCALLY KNOWN AS
 GQ0372'WHITMORE POINT.  THE EXACT LOCALITY OF THE STATION IS
 GQ0372'DISTINGUISHED BY A COARSE, REDDISH SANDSTONE FORMATION.
 GQ0372'
 GQ0372'TO REACH THE STATION FROM THE CROSS ROAD AT THE SCHOOL HOUSE
 GQ0372'IN MT. TRUMBULL VILLAGE GO WEST FOR 0.5 MILE TO A CROSS ROAD.
 GQ0372'KEEP STRAIGHT AHEAD, WEST, FOR 0.3 MILE TO A FORK, JUST AFTER
 GQ0372'PASSING A CORRAL ON THE RIGHT.  TAKE THE LEFT FORK, SOUTHWEST,
 GQ0372'FOR 100 YARDS TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 GQ0372'SOUTHWESTERLY FOR 1.0 MILE TO A FORK, JUST AFTER CROSSING A
 GQ0372'CATTLE GUARD.  TAKE THE LEFT FORK AND CONTINUE FOR 1.15 MILE
 GQ0372'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST ON THE
 GQ0372'OLD ROAD FOR 0.75 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GQ0372'CONTINUE SOUTH FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK
 GQ0372'AND CONTINUE SOUTH ON THE DIM ROAD ALONG THE WEST SIDE OF
 GQ0372'THE FENCE FOR 0.85 MILE TO A ROAD INTERSECTION.  BEAR LEFT
 GQ0372'AND CONTINUE SOUTHEAST, PASSING RESERVOIR, FOR 2.15 MILES TO
 GQ0372'3 FORKS.  TAKE THE MIDDLE FORK, MAIN ROAD, AND CONTINUE SOUTHEAST
 GQ0372'FOR 0.85 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GQ0372'CONTINUE SOUTH FOR 0.6 MILE TO A FORK.  KEEP THE LEFT FORK,
 GQ0372'MAIN ROAD, FOR 0.9 MILE TO A RESERVOIR ON THE RIGHT.
 GQ0372'CONTINUE STRAIGHT AHEAD, SOUTHEAST, FOR 4.2 MILES TO A DIM
 GQ0372'FORK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO
 GQ0372'A FORK.  TAKE THE RIGHT FORK AND GO WEST, UP HILL, AND THEN
 GQ0372'SOUTH ALONG THE TOP OF THE RIDGE FOR 2.9 MILES TO A
 GQ0372'FORK.  KEEP THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD
 GQ0372'LEADING SOUTH FOR 4.3 MILES TO THE AZIMUTH MARK ON THE
 GQ0372'RIGHT, ON A HIGH POINT OF THE RIM AND ABOUT 300 FEET WEST
 GQ0372'OF THE ROAD.  CONTINUE SOUTH FOR 0.1 MILE TO THE END OF
 GQ0372'THE ROAD.  THENCE BEAR LEFT, SOUTH-SOUTHEAST, AND CONTINUE
 GQ0372'ACROSS COUNTRY FOR 0.7 MILE TO THE EXTREME SOUTHERN TIP OF THE
 GQ0372'RIM AND THE STATION.
 GQ0372'
 GQ0372'THE STATION MARK IS STAMPED WHITMORE 1953.  IT IS A STANDARD
 GQ0372'DISK SET FLUSH WITH THE SURFACE IN A RED SANDSTONE OUTCROP
 GQ0372'THAT PROTRUDES 4 FEET ABOVE THE RIM.  IT IS 12 FEET EAST OF
 GQ0372'A JUNIPER TREE, 7 FEET NORTH OF THE EDGE OF THE RIM AND 3 FEET
 GQ0372'SOUTH OF THE EDGE OF THE OUTCROP.
 GQ0372'
 GQ0372'REFERENCE MARK 1 IS STAMPED WHITMORE 1953 NO 1.  IT IS A STANDARD
 GQ0372'DISK SET IN A 7-FOOT BY 10-FOOT BOULDER THAT IS DETACHED FROM
 GQ0372'THE RIM OF THE CANYON.  IT IS 1 FOOT LOWER THAN THE STATION MARK.
 GQ0372'
 GQ0372'REFERENCE MARK 2 IS STAMPED WHITMORE 1953 NO 2.  IT IS A
 GQ0372'STANDARD DISK SET IN A 7-FOOT BY 3-FOOT OUTCROP THAT PROJECTS
 GQ0372'6 INCHES.  IT IS 10 FEET SOUTHEAST OF THE JUNIPER TREE AND
 GQ0372'6 FEET NORTH OF THE RIM OF THE CANYON.
 GQ0372'
 GQ0372'THE AZIMUTH MARK IS STAMPED WHITMORE 1953.  IT IS A STANDARD
 GQ0372'DISK SET IN A BOULDER ON THE HIGHEST POINT OF THE WEST RIM.
 GQ0372'IT IS 5 FEET SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET EAST
 GQ0372'OF THE EDGE OF THE RIM.
 GQ0372
 GQ0372                          STATION RECOVERY (1965)
 GQ0372
 GQ0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0372'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GQ0372'IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH FOLLOWS.
 GQ0372'
 GQ0372'TO REACH THE STATION FROM THE CROSS ROAD AND SCHOOL HOUSE IN MT.
 GQ0372'TRUMBULL, A SMALL VILLAGE WHICH IS ABOUT 55 MILES SOUTH OF ST
 GQ0372'GEORGE BY ROAD, GO SOUTH ON THE DIRT ROAD FOR 0.9 MILE.  CONTINUE
 GQ0372'STRAIGHT AHEAD, SOUTH AT THE BRIDGE FOR 0.9 MILE.  TAKE THE
 GQ0372'LEFT FORK, PASS THROUGH THE GATE AND GO SOUTHERLY FOR 0.6
 GQ0372'MILE.  TAKE THE LEFT FORK AND GO SOUTH FOR 0.4 MILE.  PASS
 GQ0372'THROUGH THE GATE AND GO SOUTH FOR 0.7 MILE.  PASS THROUGH THE
 GQ0372'GATE AND GO SOUTH FOR 0.2 MILE.  TAKE THE RIGHT FORK AND GO
 GQ0372'SOUTH FOR 0.6 MILE TO STATION COLD 1953 ON THE KNOLL TO THE
 GQ0372'LEFT.  CONTINUE SOUTH ON THE DIRT ROAD FOR 2.5 MILES.  TURN
 GQ0372'LEFT OFF THE RIDGE, DOWNHILL, SOUTHEASTERLY FOR 2.5 MILES.
 GQ0372'TURN RIGHT ONTO THE REVERSE Y-FORK AND GO WESTERLY ACROSS
 GQ0372'WIDE WASH AND UPHILL FOR 1.1 MILES TO THE TOP OF THE RIDGE.
 GQ0372'GO SOUTHERLY FOR 1.0 MILE.  TAKE THE LEFT FORK AND GO
 GQ0372'SOUTH FOR 0.3 MILE.  TAKE THE RIGHT FORK AND GO SOUTH FOR
 GQ0372'0.4 MILE.  TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 1.5
 GQ0372'MILES.  TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 0.2 MILE.
 GQ0372'TAKE THE LEFT FORK AND GO SOUTH FOR 0.15 MILE.  TURN LEFT AT
 GQ0372'THE T-ROAD AND GO SOUTHEASTERLY FOR 3.5 MILES.  TAKE THE
 GQ0372'LEFT FORK AND GO SOUTHEASTERLY FOR 0.4 MILE TO THE
 GQ0372'STATION.  THE AZIMUTH MARK IS ABOUT 3/4 MILE
 GQ0372'NORTH-NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1499 ***********************************************************************
 DA1499  DESIGNATION -  WHY
 DA1499  PID         -  DA1499
 DA1499  STATE/COUNTY-  AZ/PIMA
 DA1499  USGS QUAD   -  SIKORT CHUAPO (1990)
 DA1499
 DA1499                         *CURRENT SURVEY CONTROL
 DA1499  ___________________________________________________________________
 DA1499* NAD 83(1992)-  32 16 11.29727(N)    112 44 07.78662(W)     ADJUSTED  
 DA1499* NAVD 88     -       598.9    (meters)    1965.     (feet)  VERTCON   
 DA1499  ___________________________________________________________________
 DA1499  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 DA1499  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DA1499  HORZ ORDER  -  SECOND
 DA1499
 DA1499.The horizontal coordinates were established by classical geodetic methods
 DA1499.and adjusted by the National Geodetic Survey in August 1993.
 DA1499
 DA1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1499
 DA1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1499
 DA1499.The geoid height was determined by GEOID03.
 DA1499
 DA1499;                    North         East     Units Scale Factor Converg.
 DA1499;SPC AZ C     -   141,076.771   136,220.226   MT  0.99997336   -0 26 13.9
 DA1499;SPC AZ C     -   462,850.30    446,916.75   iFT  0.99997336   -0 26 13.9
 DA1499;UTM  12      - 3,571,664.118   336,544.117   MT  0.99992949   -0 55 36.5
 DA1499
 DA1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1499!SPC AZ C     -   0.99991092  x   0.99997336  =   0.99988428
 DA1499!UTM  12      -   0.99991092  x   0.99992949  =   0.99984042
 DA1499
 DA1499|---------------------------------------------------------------------|
 DA1499| PID    Reference Object                     Distance      Geod. Az  |
 DA1499|                                                           dddmmss.s |
 DA1499| CH5733 WHY RM 1                              7.358 METERS 13506     |
 DA1499| DA1512 T13S R5E SEC 36 SE COR              APPROX. 2.9 KM 1645835.2 |
 DA1499| CH5734 WHY RM 2                              5.135 METERS 20435     |
 DA1499|---------------------------------------------------------------------|
 DA1499
 DA1499                          SUPERSEDED SURVEY CONTROL
 DA1499
 DA1499  NAD 83(1986)-  32 16 11.28660(N)    112 44 07.79109(W) AD(       ) 2
 DA1499  NAD 27      -  32 16 11.06676(N)    112 44 05.26012(W) AD(       ) 2
 DA1499  NGVD 29 (07/19/86)  598.2    (m)         1963.     (f) VERT ANG    3  
 DA1499
 DA1499.Superseded values are not recommended for survey control.
 DA1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1499.See file dsdata.txt to determine how the superseded data were derived.
 DA1499
 DA1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA3654471664(NAD 83)
 DA1499_MARKER: DD = SURVEY DISK
 DA1499_SETTING: 66 = SET IN ROCK OUTCROP
 DA1499
 DA1499  HISTORY     - Date     Condition        Report By
 DA1499  HISTORY     - 1977     MONUMENTED       AZDT
 DA1499
 DA1499                          STATION DESCRIPTION
 DA1499
 DA1499'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1977 (TT)
 DA1499'THE STATION IS ABOUT 10 MILES SOUTHEAST OF AJO ALONG ARIZONA
 DA1499'HWY. 85-86 AT WHY, ARIZONA.
 DA1499'
 DA1499'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED WHY 1977 AND
 DA1499'IS EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP.  THE STATION IS ON
 DA1499'A HIGH POINT OF A SMALL ROCKY RIDGE JUST NORTH OF WHY, ABOUT 200
 DA1499'YARDS NORTH OF THE WATER TANK.
 DA1499'
 DA1499'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED WHY RM 2
 DA1499'1977 AND IS EPOXIED TO A ROCK.
 DA1499'
 DA1499'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED WHY RM 1
 DA1499'1977 AND IS EPOXIED TO A ROCK.
 DA1499'
 DA1499'TO REACH THE STATION FROM AJO, TRAVEL SOUTHEAST ON HWY. 85-86
 DA1499'FOR 10 MILES TO TOWN OF WHY AT THE JUNCTION OF 85-86 (ROCKY POINT
 DA1499'JCT.).  STATION IS NORTH OF WHY ON A SMALL ROCKY RIDGE.  DRIVE TO
 DA1499'WATER TANK AND PACK TO STATION, ABOUT 10 MINUTE PACK.
 DA1499'
 DA1499'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0717 ***********************************************************************
 CY0717  DESIGNATION -  WICK
 CY0717  PID         -  CY0717
 CY0717  STATE/COUNTY-  AZ/GRAHAM
 CY0717  USGS QUAD   -  SAFFORD (1985)
 CY0717
 CY0717                         *CURRENT SURVEY CONTROL
 CY0717  ___________________________________________________________________
 CY0717* NAD 83(1992)-  32 47 10.58599(N)    109 42 44.23397(W)     ADJUSTED  
 CY0717* NAVD 88     -       947.437  (meters)    3108.38   (feet)  ADJUSTED  
 CY0717  ___________________________________________________________________
 CY0717  X           -  -1,810,651.920 (meters)                     COMP
 CY0717  Y           -  -5,053,539.619 (meters)                     COMP
 CY0717  Z           -   3,434,554.250 (meters)                     COMP
 CY0717  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CY0717  ELLIP HEIGHT-         920.502 (meters)          (01/22/07) ADJUSTED
 CY0717  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0717  DYNAMIC HT  -         946.099 (meters)    3103.99  (feet)  COMP
 CY0717  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 CY0717
 CY0717  HORZ ORDER  -  B
 CY0717  VERT ORDER  -  FIRST     CLASS II
 CY0717  ELLP ORDER  -  FOURTH    CLASS I
 CY0717
 CY0717.The horizontal coordinates were established by GPS observations
 CY0717.and adjusted by the GEODETIC ANALYSIS LLC in January 2007.
 CY0717
 CY0717.The orthometric height was determined by differential leveling
 CY0717.and adjusted in June 1991.
 CY0717
 CY0717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0717
 CY0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0717
 CY0717.The ellipsoidal height was determined by GPS observations
 CY0717.and is referenced to NAD 83.
 CY0717
 CY0717.The geoid height was determined by GEOID03.
 CY0717
 CY0717.The dynamic height is computed by dividing the NAVD 88
 CY0717.geopotential number by the normal gravity value computed on the
 CY0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0717.degrees latitude (g = 980.6199 gals.).
 CY0717
 CY0717.The modeled gravity was interpolated from observed gravity values.
 CY0717
 CY0717;                    North         East     Units Scale Factor Converg.
 CY0717;SPC AZ E     -   198,142.528   255,921.233   MT  0.99992233   +0 14 45.8
 CY0717;SPC AZ E     -   650,073.91    839,636.59   iFT  0.99992233   +0 14 45.8
 CY0717;UTM  12      - 3,628,327.511   620,586.183   MT  0.99977930   +0 41 50.6
 CY0717
 CY0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0717!SPC AZ E     -   0.99985550  x   0.99992233  =   0.99977784
 CY0717!UTM  12      -   0.99985550  x   0.99977930  =   0.99963483
 CY0717
 CY0717:                Primary Azimuth Mark                     Grid Az
 CY0717:SPC AZ E     -  SAFFORD WATER TANK                       001 20 29.1
 CY0717:UTM  12      -  SAFFORD WATER TANK                       000 53 24.3
 CY0717
 CY0717|---------------------------------------------------------------------|
 CY0717| PID    Reference Object                     Distance      Geod. Az  |
 CY0717|                                                           dddmmss.s |
 CY0717| CY1221 SAFFORD WATER TANK                  APPROX. 4.8 KM 0013514.9 |
 CY0717| CY0719 WICK RM 1                            10.205 METERS 03258     |
 CY0717| CY1220 SOLOMONSVILLE SCHOOLHOUSE CHIM      APPROX. 8.1 KM 0675251.0 |
 CY0717| CC7653 HIGHWAY 666 STA 1467+095 3048.54                   2505058.8 |
 CY0717| CY0718 WICK RM 2                            13.833 METERS 30312     |
 CY0717| CY1241 PIMA                                APPROX.17.9 KM 3090743.0 |
 CY0717| CY1243 THATCHER CHURCH STEEPLE             APPROX. 8.0 KM 3255558.0 |
 CY0717| CY1219 SAFFORD KGLU RADIO TOWER            APPROX. 4.4 KM 3572156.0 |
 CY0717|---------------------------------------------------------------------|
 CY0717
 CY0717                          SUPERSEDED SURVEY CONTROL
 CY0717
 CY0717  NAD 83(1992)-  32 47 10.58553(N)    109 42 44.23053(W) AD(       ) 1
 CY0717  NAD 83(1986)-  32 47 10.57757(N)    109 42 44.22566(W) AD(       ) 1
 CY0717  NAD 27      -  32 47 10.33700(N)    109 42 41.93500(W) AD(       ) 1
 CY0717  NAVD 88 (01/22/07)  947.44   (m)         3108.4    (f) LEVELING    3  
 CY0717  NGVD 29 (07/20/88)  946.76   (m)         3106.2    (f) LEVELING    3  
 CY0717
 CY0717.Superseded values are not recommended for survey control.
 CY0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0717.See file dsdata.txt to determine how the superseded data were derived.
 CY0717
 CY0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2058628328(NAD 83)
 CY0717_MARKER: DS = TRIANGULATION STATION DISK
 CY0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0717_SP_SET: CONCRETE POST
 CY0717_STAMPING: WICK 1945
 CY0717_MARK LOGO: CGS   
 CY0717_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0717_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0717+STABILITY: SURFACE MOTION
 CY0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0717+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0717
 CY0717  HISTORY     - Date     Condition        Report By
 CY0717  HISTORY     - 1945     MONUMENTED       CGS
 CY0717  HISTORY     - 1968     GOOD             AMS
 CY0717  HISTORY     - 1979     GOOD             NGS
 CY0717  HISTORY     - 1983     GOOD             AZDT
 CY0717  HISTORY     - 1985     GOOD             AZDT
 CY0717  HISTORY     - 20050429 GOOD             TERRSV
 CY0717  HISTORY     - 20060608 GOOD             GEOANA
 CY0717  HISTORY     - 20060608 GOOD             GEOANA
 CY0717  HISTORY     - 20060825 GOOD             GEOCAC
 CY0717  HISTORY     - 20081010 GOOD             GEOCAC
 CY0717
 CY0717                          STATION DESCRIPTION
 CY0717
 CY0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0717'STATION IS LOCATED ABOUT 3 MILES (AIR LINE) S OF SAFFORD,
 CY0717'ABOUT 90 YARDS W OF U.S. HIGHWAY 666, AND ON THE TOP OF THE
 CY0717'MOST N HILL OF THE RIDGE W OF THE HIGHWAY IN THE VICINITY
 CY0717'OF THE WICKERSHAM AIRPORT.  THE RIDGE BREAKS SHARPLY TOWARD
 CY0717'THE HIGHWAY DIRECTLY OPPOSITE A BLADED ROAD LEADING S TO A
 CY0717'CLUB AT THE S EDGE OF THE AIRPORT.
 CY0717'
 CY0717'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70
 CY0717'AND 666 AT THE E EDGE OF SAFFORD, GO S ON HIGHWAY 666 FOR
 CY0717'3.2 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE CROSS THE
 CY0717'FENCE AND HIKE W TO THE HIGHEST POINT OF THE SMALL HILL
 CY0717'ON THE N END OF THE RIDGE AND THE STATION.
 CY0717'
 CY0717'STATION MARK IS A BRONZE STATION DISK SET IN A 12 INCH SQUARE
 CY0717'CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS STAMPED WICK
 CY0717'1945.  IT IS ABOUT 90 YARDS W OF THE HIGHWAY AND 11 FEET N
 CY0717'OF A WITNESS POST.  UNDERGROUND MARK IS A BRONZE STATION
 CY0717'DISK SET IN CONCRETE.
 CY0717'
 CY0717'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12 INCH
 CY0717'SQUARE CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 CY0717'GROUND AND IS STAMPED WICK NO 1 1945.  IT IS NNE OF THE
 CY0717'STATION AND ABOUT 1 FOOT LOWER.
 CY0717'
 CY0717'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12
 CY0717'INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 CY0717'THE GROUND AND IS STAMPED WICK NO 2 1945.  IT IS WNW OF THE
 CY0717'STATION AND ABOUT 1-1/2 FEET LOWER.
 CY0717'
 CY0717'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT STATION DISK
 CY0717'SET IN THE W CONCRETE ABUTMENT OF A CULVERT PASSING UNDER
 CY0717'U.S. HIGHWAY 666 AND IS STAMPED STA 1467+095 1935 ELEV. 3048.54.
 CY0717'IT IS 0.3 MILE NE OF THE STATION, 5 FEET N OF A WITNESS
 CY0717'POST, AND IS PASSED ON THE WAY TO THE STATION FROM SAFFORD.
 CY0717
 CY0717                          STATION RECOVERY (1968)
 CY0717
 CY0717'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CY0717'STATION IS LOCATED APPROXIMATELY 3 AIRMILES (S) OF SAFFORD,
 CY0717'ARIZONA.  5.3 AIRMILES (SE) OF THATCHER.
 CY0717'
 CY0717'TO REACH FROM JUNCTION OF U.S. HWY 70 AND 666 IN SAFFORD
 CY0717'GO (S) ON U.S. 666 FOR 3.3 MILES TO WIRE GATE ON THE RIGHT
 CY0717'(W) SIDE OF HIGHWAY.  PASS THROUGH THE GATE AND GO 0.05 MILES
 CY0717'TO TOP OF MESSA AND Y INTERSECTION.  TAKE RIGHT FORK (N)
 CY0717'FOR 0.05 MILES TO HIGHEST POINT OF MESA AND STATION WHICH
 CY0717'IS 19.2 FT (NNE) OF A WITNESS POST AND IS MARKED BY A USC
 CY0717'AND GS BRONZE DISK STAMPED WICK 1945.
 CY0717'
 CY0717'REFERENCE MARK 1 IS A USC AND GS DISK STAMPED WICK 1 1945.
 CY0717'
 CY0717'REFERENCE MARK 2 IS A USC AND GS DISK STAMPED WICK 2 1945.
 CY0717'
 CY0717'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.
 CY0717'
 CY0717'CONDITION OF ALL EXISTING MARKS IS EXCELLENT.  VIEW FROM
 CY0717'STATION IS GOOD IN ALL DIRECTIONS.
 CY0717
 CY0717                          STATION RECOVERY (1979)
 CY0717
 CY0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0717'3.3 MI SOUTH FROM SAFFORD.
 CY0717'3.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0717'HIGHWAY 70 IN SAFFORD, ON TOP OF AND AT THE NORTH END OF A RIDGE,
 CY0717'263 FEET WEST OF THE CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT),
 CY0717'46 FEET EAST OF RM 2 AND 33.5 FEET SOUTH OF RM 1.
 CY0717'THE MARK IS 3 FT  E FROM A WITNESS POST.
 CY0717'THE MARK IS 30 FT ABOVE THE HIGHWAY.
 CY0717
 CY0717                          STATION RECOVERY (1983)
 CY0717
 CY0717'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 CY0717'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CY0717'1968.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.
 CY0717'
 CY0717'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0717'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0717'TURN RIGHT AND TRAVEL SOUTH ALONG U.S. 666 FOR 3.35 MILE TO A TRACK
 CY0717'ROAD ON THE RIGHT.  TURN RIGHT PASSING THROUGH A GATE AND TRAVEL WEST
 CY0717'FOR 0.05 MILE TO THE TOP OF A RIDGE, BEAR RIGHT FOR ABOUT 100 FEET TO
 CY0717'THE STATION.
 CY0717
 CY0717                          STATION RECOVERY (1985)
 CY0717
 CY0717'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 CY0717'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 CY0717'IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK HAS BEEN
 CY0717'DESTROYED BY HIGHWAY CONSTRUCTION.
 CY0717'
 CY0717'TO REACH THE STATION FROM THE POST OFFICE IN SAFFORD TRAVEL EAST ALONG
 CY0717'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY 666.
 CY0717'TURN RIGHT ON U.S. 666 AND TRAVEL SOUTH FOR 3.35 MILES TO A TRACK ROAD
 CY0717'ON THE RIGHT.  TURN RIGHT PASSING THROUGH A GATE AND FOLLOW THE TRAIL
 CY0717'ROAD WEST FOR 0.05 MILE TO THE TOP OF A RIDGE.  TURN RIGHT NORTHEAST
 CY0717'FOR ABOUT 125 FEET TO THE STATION.
 CY0717
 CY0717                          STATION RECOVERY (2005)
 CY0717
 CY0717'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 CY0717'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED. IT IS
 CY0717'POSSIBLE TO DRIVE DIRECTLY TO THE STATION THROUGH A GAP IN THE FENCE.
 CY0717
 CY0717                          STATION RECOVERY (2006)
 CY0717
 CY0717'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (CRS)
 CY0717'RECOVERED AS DESCRIBED.
 CY0717
 CY0717                          STATION RECOVERY (2006)
 CY0717
 CY0717'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2006 (CRS)
 CY0717'RECOVERED AS DESCRIBED.
 CY0717
 CY0717                          STATION RECOVERY (2006)
 CY0717
 CY0717'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0717'RECOVERED STATION MARK AND ALL REFERENCE MARKS IN GOOD CONDITION AS
 CY0717'DESCRIBED IN 1985 WITH THE FOLLOWING UPDATES TO THE DESCRIPTION   U.S.
 CY0717'666 IS NOW U.S. 191.
 CY0717
 CY0717                          STATION RECOVERY (2008)
 CY0717
 CY0717'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1970 ***********************************************************************
 DV1970  DESIGNATION -  WICK
 DV1970  PID         -  DV1970
 DV1970  STATE/COUNTY-  AZ/MARICOPA
 DV1970  USGS QUAD   -  VICKSBURG (1990)
 DV1970
 DV1970                         *CURRENT SURVEY CONTROL
 DV1970  ___________________________________________________________________
 DV1970* NAD 83(1992)-  33 38 23.44287(N)    113 51 50.68436(W)     ADJUSTED  
 DV1970* NAVD 88     -       409.0    (meters)    1342.     (feet)  VERTCON   
 DV1970  ___________________________________________________________________
 DV1970  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DV1970  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DV1970  HORZ ORDER  -  SECOND
 DV1970
 DV1970.The horizontal coordinates were established by classical geodetic methods
 DV1970.and adjusted by the National Geodetic Survey in August 1993.
 DV1970
 DV1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1970
 DV1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1970
 DV1970.The geoid height was determined by GEOID03.
 DV1970
 DV1970;                    North         East     Units Scale Factor Converg.
 DV1970;SPC AZ C     -   294,411.010    32,697.531   MT  1.00030227   -1 04 44.8
 DV1970;SPC AZ C     -   965,915.39    107,275.36   iFT  1.00030227   -1 04 44.8
 DV1970;SPC AZ W     -   292,725.383   202,777.270   MT  0.99993471   -0 03 47.5
 DV1970;SPC AZ W     -   960,385.11    665,279.76   iFT  0.99993471   -0 03 47.5
 DV1970;UTM  12      - 3,725,903.831   234,354.451   MT  1.00047007   -1 35 15.2
 DV1970
 DV1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1970!SPC AZ C     -   0.99994071  x   1.00030227  =   1.00024296
 DV1970!SPC AZ W     -   0.99994071  x   0.99993471  =   0.99987543
 DV1970!UTM  12      -   0.99994071  x   1.00047007  =   1.00041075
 DV1970
 DV1970|---------------------------------------------------------------------|
 DV1970| PID    Reference Object                     Distance      Geod. Az  |
 DV1970|                                                           dddmmss.s |
 DV1970| CH4556 WICK RM 1                             5.874 METERS 15928     |
 DV1970| CH4557 WICK RM 2                             5.813 METERS 25442     |
 DV1970| CH4555 WICK AZ MK                                         3305215.8 |
 DV1970|---------------------------------------------------------------------|
 DV1970
 DV1970                          SUPERSEDED SURVEY CONTROL
 DV1970
 DV1970  NAD 83(1986)-  33 38 23.43728(N)    113 51 50.69393(W) AD(       ) 2
 DV1970  NAD 27      -  33 38 23.32330(N)    113 51 47.91780(W) AD(       ) 2
 DV1970  NGVD 29 (07/19/86)  408.3    (m)         1340.     (f) VERT ANG    3  
 DV1970
 DV1970.Superseded values are not recommended for survey control.
 DV1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1970.See file dsdata.txt to determine how the superseded data were derived.
 DV1970
 DV1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3435425904(NAD 83)
 DV1970_MARKER: DS = TRIANGULATION STATION DISK
 DV1970_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV1970+WITH SETTING: INFORMATION.
 DV1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV1970
 DV1970  HISTORY     - Date     Condition        Report By
 DV1970  HISTORY     - 1962     MONUMENTED       CGS
 DV1970  HISTORY     - 1981     GOOD             NGS
 DV1970  HISTORY     - 1985     GOOD             AZDT
 DV1970
 DV1970                          STATION DESCRIPTION
 DV1970
 DV1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1970'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF HOPE, ABOUT 6
 DV1970'MILES SOUTHEAST OF BRENDA AND ON THE SOUTHEAST ONE OF TWO HILLS.
 DV1970'
 DV1970'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60,
 DV1970'70 AND STATE ROUTE 72 AT HOPE, GO WESTERLY ON U.S. HIGHWAY 60
 DV1970'AND 70 FOR 6.65 MILES TO THE TIMBUKTO MOTEL AND CAFE (NOW ABANDON),
 DV1970'CONTINUE WESTERLY ON U.S. HIGHWAY 60 AND 70 FOR 3.6 MILES TO A
 DV1970'SIDE ROAD SOUTH AND GATE, TURN LEFT AND GO SOUTH PASSING THROUGH
 DV1970'GATE FOLLOWING BLADED ROAD FOR 3.25 MILES TO A TRACK CROSSROAD,
 DV1970'CONTINUE SOUTH ON MAIN BLADED ROAD FOR 0.5 MILE TO A DIM TRACK
 DV1970'ROAD LEFT, TURN LEFT AND GO EASTERLY FOR 0.3 MILE, (TO REACH
 DV1970'THE AZIMUTH MARK FROM HERE GO SOUTH 0.05 MILE TO THE FOOT
 DV1970'OF NORTHEAST SIDE OF HILL AND AZIMUTH MARK), CONTINUE
 DV1970'EASTERLY THEN SOUTHERLY FOR 0.25 MILE FOLLOWING A TRACK ROAD
 DV1970'TO THE FOOT OF THE EAST SIDE OF HILL, TURN RIGHT AND GO
 DV1970'WESTERLY UP HILL FOR 0.1 MILE TO TOP OF HILL AND STATION AS
 DV1970'DESCRIBED.  (A 4-WHEEL DRIVE CAN BE DRIVEN TO TOP OF HILL).
 DV1970'
 DV1970'STATION MARK, A STANDARD TRAVERSE DISK STAMPED WICK 1962 IS BRAZED
 DV1970'TO THE TOP OF A 2-1/2 INCH CAST IRON PIPE AND PROJECTS ABOUT
 DV1970'10 INCHES ABOVE THE GROUND.  THE MARK IS ON THE EAST SIDE OF HILL
 DV1970'AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE HIGHEST PART
 DV1970'OF HILL.
 DV1970'
 DV1970'REFERENCE MARK 1, A STANDARD REFERENCE DISK IS SET IN A DRILL
 DV1970'HOLE IN OUTCROPPING BEDROCK AND IS ABOUT 1 FOOT LOWER IN ELEVATION
 DV1970'THAN THE STATION MARK.  THE MARK IS STAMPED WICK NO 1 1962.
 DV1970'
 DV1970'REFERENCE MARK 2, A STANDARD REFERENCE DISK IS SET IN A DRILL
 DV1970'HOLE IN OUTCROPPING BEDROCK AND IS ABOUT 2-1/2 FEET HIGHER
 DV1970'IN ELEVATION THAN THE STATION MARK.  THE MARK IS STAMPED WICK
 DV1970'NO 2 1962.
 DV1970'
 DV1970'AZIMUTH MARK, A STANDARD AZIMUTH DISK IS SET IN A DRILL HOLE
 DV1970'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET ON THE NORTH
 DV1970'SIDE AND IS ABOUT FLUSH WITH THE SURROUNDING AREA ON THE OTHER
 DV1970'SIDES.  THE MARK IS AT THE FOOT OF THE NORTHEAST SIDE OF THE
 DV1970'NORTHWEST ONE OF THE TWO HILLS, IS 6.8 FEET NORTH OF THE WITNESS
 DV1970'POST AND IS STAMPED WICK 1962.
 DV1970'
 DV1970'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV1970
 DV1970                          STATION RECOVERY (1981)
 DV1970
 DV1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DV1970'THE STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED.
 DV1970
 DV1970                          STATION RECOVERY (1985)
 DV1970
 DV1970'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV1970'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 DV1970'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 DV1970'
 DV1970'TO REACH THE STATION FROM QUARTZSITE TRAVEL EAST ALONG INTERSTATE
 DV1970'HIGHWAY 10 FOR 19.3 MILES TO MILE POST 39.65 AND END OF TRUCK TRAVEL
 DV1970'AT THE SOUTH RIGHT OF WAY FENCE.  THIS POINT IS 5.7 MILES WEST OF THE
 DV1970'I-10-VICKSBURG TRAFFIC INTERCHANGE.  THE AZIMUTH MARK IS ON THE FIRST
 DV1970'AND NEAREST HILL AND THE STATION IS ON TOP OF THE SECOND HILL SOUTH OF
 DV1970'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1022 ***********************************************************************
 ES1022  DESIGNATION -  WICK
 ES1022  PID         -  ES1022
 ES1022  STATE/COUNTY-  AZ/YAVAPAI
 ES1022  USGS QUAD   -  CAMP VERDE (1969)
 ES1022
 ES1022                         *CURRENT SURVEY CONTROL
 ES1022  ___________________________________________________________________
 ES1022* NAD 83(1992)-  34 34 30.11363(N)    111 49 40.35027(W)     ADJUSTED  
 ES1022* NAVD 88     -      1137.     (meters)    3730.     (feet)  SCALED    
 ES1022  ___________________________________________________________________
 ES1022  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 ES1022  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 ES1022  HORZ ORDER  -  SECOND
 ES1022
 ES1022.The horizontal coordinates were established by classical geodetic methods
 ES1022.and adjusted by the National Geodetic Survey in August 1993.
 ES1022
 ES1022.The orthometric height was scaled from a topographic map.
 ES1022
 ES1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1022
 ES1022.The geoid height was determined by GEOID03.
 ES1022
 ES1022;                    North         East     Units Scale Factor Converg.
 ES1022;SPC AZ C     -   396,437.921   221,506.492   MT  0.99990082   +0 03 01.4
 ES1022;SPC AZ C     - 1,300,649.35    726,727.34   iFT  0.99990082   +0 03 01.4
 ES1022;UTM  12      - 3,826,228.662   424,065.590   MT  0.99967107   -0 28 11.4
 ES1022
 ES1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1022!SPC AZ C     -   0.99982565  x   0.99990082  =   0.99972648
 ES1022!UTM  12      -   0.99982565  x   0.99967107  =   0.99949677
 ES1022
 ES1022|---------------------------------------------------------------------|
 ES1022| PID    Reference Object                     Distance      Geod. Az  |
 ES1022|                                                           dddmmss.s |
 ES1022| CH4553 WICK RM 1                             6.459 METERS 07453     |
 ES1022| CH4554 WICK RM 2                             5.393 METERS 14938     |
 ES1022| ES1021 TOP                                 APPROX. 1.7 KM 3411055.7 |
 ES1022|---------------------------------------------------------------------|
 ES1022
 ES1022                          SUPERSEDED SURVEY CONTROL
 ES1022
 ES1022  NAD 83(1986)-  34 34 30.10849(N)    111 49 40.34699(W) AD(       ) 2
 ES1022  NAD 27      -  34 34 30.01450(N)    111 49 37.80590(W) AD(       ) 2
 ES1022
 ES1022.Superseded values are not recommended for survey control.
 ES1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1022.See file dsdata.txt to determine how the superseded data were derived.
 ES1022
 ES1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2406626229(NAD 83)
 ES1022_MARKER: DS = TRIANGULATION STATION DISK
 ES1022_SETTING: 80 = SET IN A BOULDER
 ES1022_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES1022
 ES1022  HISTORY     - Date     Condition        Report By
 ES1022  HISTORY     - 1959     MONUMENTED       CGS
 ES1022  HISTORY     - 1979     GOOD             AZDT
 ES1022
 ES1022                          STATION DESCRIPTION
 ES1022
 ES1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1022'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF CAMP VERDE,
 ES1022'2 MILES SOUTH OF MONTEZUMA CASTLE NATIONAL MONUMENT, ON THE
 ES1022'HIGHEST OF SEVERAL SMALL HILLS IN THE NEAR VICINITY.
 ES1022'
 ES1022'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ES1022'SOUTHEAST ON THE PAVED ROAD TOWARD PINE FOR 5.6 MILES TO A T-ROAD
 ES1022'ON THE LEFT AND A FARM HOUSE ON THE RIGHT, TURN LEFT, AND GO
 ES1022'NORTHEAST ON THE GRADED ROAD FOR 7.0 MILES TO A CONCRETE BRIDGE
 ES1022'OVER WICKIUP CREEK.  CONTINUE AHEAD FOR 0.1 MILE TO A TRACK ROAD
 ES1022'LEFT, TURN LEFT, WEST, GO 0.3 MILE TO A WIRE GATE, PASS THROUGH
 ES1022'THE GATE AND CONTINUE WEST ON THE TRACK ROAD FOR 0.8 MILE TO A
 ES1022'T-ROAD RIGHT, TURN RIGHT, NORTH, GO 0.2 MILE UP A VERY STEEP
 ES1022'HILL TO A T-ROAD, TURN LEFT, GO WEST FOR 2.2 MILES ON THE
 ES1022'TRACK ROAD TO A Y-FORK, TAKE THE LEFT FORK AND GO 0.2 MILE TO
 ES1022'A Y-FORK, TAKE THE LEFT FORK AND GO 1.0 MILE TO A WIRE GATE,
 ES1022'PASS THROUGH THE GATE AND GO 1.0 MILE TO A Y-FORK AND AN EARTH
 ES1022'DAM ON THE LEFT, TAKE THE RIGHT FORK AND GO SOUTH FOR 0.5 MILE TO
 ES1022'THE END OF THE DIM TRACK ROAD.  FROM HERE GO SOUTHEAST ACROSS
 ES1022'COUNTRY FOR 0.5 MILE TO THE HIGHEST OF SEVERAL SMALL HILLS AND
 ES1022'THE STATION.
 ES1022'
 ES1022'THE STATION MARK, STAMPED WICK 1959, IS A STANDARD DISK CEMENTED
 ES1022'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES AND IS 12.9
 ES1022'FEET SOUTHWEST OF A WITNESS POST.
 ES1022'
 ES1022'REFERENCE MARK NO. 1, STAMPED WICK NO 1 1959, IS A STANDARD DISK
 ES1022'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 ES1022'GROUND AND IS 9.1 FEET NORTH OF A WITNESS POST.
 ES1022'
 ES1022'REFERENCE MARK NO. 2, STAMPED WICK NO 2 1959, IS A STANDARD
 ES1022'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES
 ES1022'AND IS 16.0 FEET SOUTHEAST OF A WITNESS POST.
 ES1022'
 ES1022'TRIANGULATION STATION TOP CAN BE USED FOR AN AZIMUTH MARK.
 ES1022'(SEE DESCRIPTION THEREOF).
 ES1022
 ES1022                          STATION RECOVERY (1979)
 ES1022
 ES1022'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1022'THE STATION WAS RECOVERED AS DESCRIBED IN 1959.  NO DISTANCES OR
 ES1022'ANGLE MEASUREMENTS WERE MADE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1151 ***********************************************************************
 CG1151  DESIGNATION -  WICK
 CG1151  PID         -  CG1151
 CG1151  STATE/COUNTY-  AZ/PIMA
 CG1151  USGS QUAD   -  SELLS WEST (1982)
 CG1151
 CG1151                         *CURRENT SURVEY CONTROL
 CG1151  ___________________________________________________________________
 CG1151* NAD 83(1992)-  31 59 06.67313(N)    111 58 18.97524(W)     ADJUSTED  
 CG1151* NAVD 88     -       705.9    (meters)    2316.     (feet)  VERTCON   
 CG1151  ___________________________________________________________________
 CG1151  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 CG1151  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 CG1151  HORZ ORDER  -  SECOND
 CG1151
 CG1151.The horizontal coordinates were established by classical geodetic methods
 CG1151.and adjusted by the National Geodetic Survey in August 1993.
 CG1151
 CG1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1151
 CG1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1151
 CG1151.The geoid height was determined by GEOID03.
 CG1151
 CG1151;                    North         East     Units Scale Factor Converg.
 CG1151;SPC AZ C     -   109,225.955   208,136.962   MT  0.99990034   -0 01 45.4
 CG1151;SPC AZ C     -   358,352.87    682,864.05   iFT  0.99990034   -0 01 45.4
 CG1151;UTM  12      - 3,539,206.342   408,178.598   MT  0.99970398   -0 30 53.5
 CG1151
 CG1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1151!SPC AZ C     -   0.99989401  x   0.99990034  =   0.99979436
 CG1151!UTM  12      -   0.99989401  x   0.99970398  =   0.99959802
 CG1151
 CG1151|---------------------------------------------------------------------|
 CG1151| PID    Reference Object                     Distance      Geod. Az  |
 CG1151|                                                           dddmmss.s |
 CG1151| CH5735 WICK RM 1                             6.984 METERS 03921     |
 CG1151| CG1150 ETOIKI                              APPROX. 4.4 KM 1415532.8 |
 CG1151| CH5736 WICK RM 2                             5.475 METERS 14755     |
 CG1151|---------------------------------------------------------------------|
 CG1151
 CG1151                          SUPERSEDED SURVEY CONTROL
 CG1151
 CG1151  NAD 83(1986)-  31 59 06.66664(N)    111 58 18.97525(W) AD(       ) 2
 CG1151  NAD 27      -  31 59 06.40607(N)    111 58 16.52869(W) AD(       ) 2
 CG1151  NGVD 29 (07/19/86)  705.2    (m)         2314.     (f) VERT ANG    3  
 CG1151
 CG1151.Superseded values are not recommended for survey control.
 CG1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1151.See file dsdata.txt to determine how the superseded data were derived.
 CG1151
 CG1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA0817939206(NAD 83)
 CG1151_MARKER: DD = SURVEY DISK
 CG1151_SETTING: 66 = SET IN ROCK OUTCROP
 CG1151
 CG1151  HISTORY     - Date     Condition        Report By
 CG1151  HISTORY     - 1979     MONUMENTED       AZDT
 CG1151  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CG1151
 CG1151                          STATION DESCRIPTION
 CG1151
 CG1151'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (TT)
 CG1151'THE STATION IS LOCATED ABOUT 6 1/2 MILES NORTHWEST OF SELLS ON TOP OF
 CG1151'A SMALL HILL ALONG THE NORTH SIDE OF ARIZONA HIGHWAY 86.
 CG1151'
 CG1151'THE STATION MARK IS AN AZDT STATION DISK STAMPED WICK 1979.  IT IS SET
 CG1151'IN A DRILL HOLE IN A ROCK OUTCROP.
 CG1151'
 CG1151'REFERENCE MARK 1 IS AN AZDT REFERENCE DISK STAMPED WICK RM 1 1979.  IT
 CG1151'IS SET ON A ROCK OUTCROP WITH EPOXY.
 CG1151'
 CG1151'REFERENCE MARK 2 IS AN AZDT REFERENCE DISK STAMPED WICK RM 2 1979.  IT
 CG1151'IS SET ON A ROCK OUTCROP WITH EPOXY.
 CG1151'
 CG1151'TO REACH THE STATION FROM SELLS TRAVEL WEST ALONG ARIZONA HIGHWAY 86
 CG1151'FOR 6.8 MILES TO MILE POST 106.8 AND THE STATION TOP OF A SMALL KNOLL
 CG1151'ON NORTH SIDE OF HIGHWAY.  A 5 MINUTE PACK.
 CG1151
 CG1151                          STATION RECOVERY (1999)
 CG1151
 CG1151'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0719 ***********************************************************************
 CY0719  DESIGNATION -  WICK RM 1
 CY0719  PID         -  CY0719
 CY0719  STATE/COUNTY-  AZ/GRAHAM
 CY0719  USGS QUAD   -  SAFFORD (1985)
 CY0719
 CY0719                         *CURRENT SURVEY CONTROL
 CY0719  ___________________________________________________________________
 CY0719* NAD 83(1992)-  32 47 10.86391(N)    109 42 44.02054(W)     NO CHECK  
 CY0719* NAVD 88     -       946.719  (meters)    3106.03   (feet)  ADJUSTED  
 CY0719  ___________________________________________________________________
 CY0719  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CY0719  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0719  DYNAMIC HT  -         945.382 (meters)    3101.64  (feet)  COMP
 CY0719  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 CY0719
 CY0719  HORZ ORDER  -  THIRD
 CY0719  VERT ORDER  -  FIRST     CLASS II
 CY0719
 CY0719.The horizontal coordinates were established by classical geodetic methods
 CY0719.and adjusted by the National Geodetic Survey in August 1993.
 CY0719.No horizontal observational check was made to the station.
 CY0719
 CY0719.The orthometric height was determined by differential leveling
 CY0719.and adjusted in June 1991.
 CY0719
 CY0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0719
 CY0719.The geoid height was determined by GEOID03.
 CY0719
 CY0719.The dynamic height is computed by dividing the NAVD 88
 CY0719.geopotential number by the normal gravity value computed on the
 CY0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0719.degrees latitude (g = 980.6199 gals.).
 CY0719
 CY0719.The modeled gravity was interpolated from observed gravity values.
 CY0719
 CY0719;                    North         East     Units Scale Factor Converg.
 CY0719;SPC AZ E     -   198,151.113   255,926.750   MT  0.99992233   +0 14 45.9
 CY0719;SPC AZ E     -   650,102.08    839,654.69   iFT  0.99992233   +0 14 45.9
 CY0719;UTM  12      - 3,628,336.138   620,591.631   MT  0.99977931   +0 41 50.7
 CY0719
 CY0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0719!SPC AZ E     -   0.99985562  x   0.99992233  =   0.99977796
 CY0719!UTM  12      -   0.99985562  x   0.99977931  =   0.99963496
 CY0719
 CY0719                          SUPERSEDED SURVEY CONTROL
 CY0719
 CY0719  NAD 83(1986)-  32 47 10.85582(N)    109 42 44.01571(W) AD(       ) 3
 CY0719  NGVD 29 (07/20/88)  946.00   (m)         3103.7    (f) LEVELING    3  
 CY0719
 CY0719.Superseded values are not recommended for survey control.
 CY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0719.See file dsdata.txt to determine how the superseded data were derived.
 CY0719
 CY0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2059228336(NAD 83)
 CY0719_MARKER: DR = REFERENCE MARK DISK
 CY0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0719_SP_SET: CONCRETE POST
 CY0719_STAMPING: WICK NO 1 1945
 CY0719_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0719+STABILITY: SURFACE MOTION
 CY0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0719+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0719
 CY0719  HISTORY     - Date     Condition        Report By
 CY0719  HISTORY     - 1945     MONUMENTED       CGS
 CY0719  HISTORY     - 1979     GOOD             NGS
 CY0719  HISTORY     - 20060825 GOOD             GEOCAC
 CY0719  HISTORY     - 20081010 GOOD             GEOCAC
 CY0719
 CY0719                          STATION DESCRIPTION
 CY0719
 CY0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0719'3.3 MI SOUTH FROM SAFFORD.
 CY0719'3.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0719'HIGHWAY 70 IN SAFFORD, ON TOP OF AND AT THE NORTH END OF A RIDGE,
 CY0719'260 FEET WEST OF THE CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT) AND
 CY0719'33.5 FEET NORTH OF STATION WICK.
 CY0719'THE MARK IS 33 FT  N FROM A WITNESS POST.
 CY0719'THE MARK IS 30 FT ABOVE THE HIGHWAY.
 CY0719
 CY0719                          STATION RECOVERY (2006)
 CY0719
 CY0719'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0719'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0719'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191.
 CY0719
 CY0719                          STATION RECOVERY (2008)
 CY0719
 CY0719'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0718 ***********************************************************************
 CY0718  DESIGNATION -  WICK RM 2
 CY0718  PID         -  CY0718
 CY0718  STATE/COUNTY-  AZ/GRAHAM
 CY0718  USGS QUAD   -  SAFFORD (1985)
 CY0718
 CY0718                         *CURRENT SURVEY CONTROL
 CY0718  ___________________________________________________________________
 CY0718* NAD 83(1992)-  32 47 10.83184(N)    109 42 44.67879(W)     NO CHECK  
 CY0718* NAVD 88     -       946.724  (meters)    3106.04   (feet)  ADJUSTED  
 CY0718  ___________________________________________________________________
 CY0718  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CY0718  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CY0718  DYNAMIC HT  -         945.387 (meters)    3101.66  (feet)  COMP
 CY0718  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 CY0718
 CY0718  HORZ ORDER  -  THIRD
 CY0718  VERT ORDER  -  FIRST     CLASS II
 CY0718
 CY0718.The horizontal coordinates were established by classical geodetic methods
 CY0718.and adjusted by the National Geodetic Survey in August 1993.
 CY0718.No horizontal observational check was made to the station.
 CY0718
 CY0718.The orthometric height was determined by differential leveling
 CY0718.and adjusted in June 1991.
 CY0718
 CY0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0718
 CY0718.The geoid height was determined by GEOID03.
 CY0718
 CY0718.The dynamic height is computed by dividing the NAVD 88
 CY0718.geopotential number by the normal gravity value computed on the
 CY0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0718.degrees latitude (g = 980.6199 gals.).
 CY0718
 CY0718.The modeled gravity was interpolated from observed gravity values.
 CY0718
 CY0718;                    North         East     Units Scale Factor Converg.
 CY0718;SPC AZ E     -   198,150.051   255,909.627   MT  0.99992232   +0 14 45.6
 CY0718;SPC AZ E     -   650,098.59    839,598.51   iFT  0.99992232   +0 14 45.6
 CY0718;UTM  12      - 3,628,334.941   620,574.519   MT  0.99977926   +0 41 50.4
 CY0718
 CY0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0718!SPC AZ E     -   0.99985562  x   0.99992232  =   0.99977795
 CY0718!UTM  12      -   0.99985562  x   0.99977926  =   0.99963491
 CY0718
 CY0718                          SUPERSEDED SURVEY CONTROL
 CY0718
 CY0718  NAD 83(1986)-  32 47 10.82386(N)    109 42 44.67387(W) AD(       ) 3
 CY0718  NGVD 29 (07/20/88)  946.01   (m)         3103.7    (f) LEVELING    3  
 CY0718
 CY0718.Superseded values are not recommended for survey control.
 CY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0718.See file dsdata.txt to determine how the superseded data were derived.
 CY0718
 CY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB2057528335(NAD 83)
 CY0718_MARKER: DR = REFERENCE MARK DISK
 CY0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0718_SP_SET: CONCRETE POST
 CY0718_STAMPING: WICK NO 2 1945
 CY0718_PROJECTION: PROJECTING 8 CENTIMETERS
 CY0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0718+STABILITY: SURFACE MOTION
 CY0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0718+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0718
 CY0718  HISTORY     - Date     Condition        Report By
 CY0718  HISTORY     - 1945     MONUMENTED       CGS
 CY0718  HISTORY     - 1979     GOOD             NGS
 CY0718  HISTORY     - 20060825 GOOD             GEOCAC
 CY0718  HISTORY     - 20081010 GOOD             GEOCAC
 CY0718
 CY0718                          STATION DESCRIPTION
 CY0718
 CY0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0718'3.3 MI SOUTH FROM SAFFORD.
 CY0718'3.3 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0718'HIGHWAY 70 IN SAFFORD, ON TOP OF AND AT THE NORTH END OF A RIDGE,
 CY0718'310 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 46 FEET WEST OF
 CY0718'STATION WICK.
 CY0718'THE MARK IS 43 FT  W FROM A WITNESS POST.
 CY0718'THE MARK IS 30 FT ABOVE THE HIGHWAY.
 CY0718
 CY0718                          STATION RECOVERY (2006)
 CY0718
 CY0718'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0718'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0718'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191.
 CY0718
 CY0718                          STATION RECOVERY (2008)
 CY0718
 CY0718'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2187 ***********************************************************************
 DV2187  DESIGNATION -  WICKENBURG
 DV2187  PID         -  DV2187
 DV2187  STATE/COUNTY-  AZ/MARICOPA
 DV2187  USGS QUAD   -  WICKENBURG (1978)
 DV2187
 DV2187                         *CURRENT SURVEY CONTROL
 DV2187  ___________________________________________________________________
 DV2187* NAD 83(1992)-  33 58 08.33089(N)    112 44 13.41368(W)     ADJUSTED  
 DV2187* NAVD 88     -       647.4    (meters)    2124.     (feet)  VERTCON   
 DV2187  ___________________________________________________________________
 DV2187  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DV2187  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV2187  HORZ ORDER  -  FIRST
 DV2187
 DV2187.The horizontal coordinates were established by classical geodetic methods
 DV2187.and adjusted by the National Geodetic Survey in August 1993.
 DV2187
 DV2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2187
 DV2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2187
 DV2187.The geoid height was determined by GEOID03.
 DV2187
 DV2187;                    North         East     Units Scale Factor Converg.
 DV2187;SPC AZ C     -   329,516.758   137,547.259   MT  0.99997083   -0 27 30.3
 DV2187;SPC AZ C     - 1,081,091.73    451,270.53   iFT  0.99997083   -0 27 30.3
 DV2187;UTM  12      - 3,760,076.138   339,518.739   MT  0.99991749   -0 58 14.8
 DV2187
 DV2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2187!SPC AZ C     -   0.99990301  x   0.99997083  =   0.99987385
 DV2187!UTM  12      -   0.99990301  x   0.99991749  =   0.99982051
 DV2187
 DV2187:                Primary Azimuth Mark                     Grid Az
 DV2187:SPC AZ C     -  BURG                                     166 04 35.8
 DV2187:UTM  12      -  BURG                                     166 35 20.3
 DV2187
 DV2187|---------------------------------------------------------------------|
 DV2187| PID    Reference Object                     Distance      Geod. Az  |
 DV2187|                                                           dddmmss.s |
 DV2187| DV2188 BURG                                APPROX. 4.3 KM 1653705.5 |
 DV2187| CH5738 WICKENBURG RM 2                       7.990 METERS 26415     |
 DV2187| CH5737 WICKENBURG RM 1                       7.130 METERS 35509     |
 DV2187|---------------------------------------------------------------------|
 DV2187
 DV2187                          SUPERSEDED SURVEY CONTROL
 DV2187
 DV2187  NAD 83(1986)-  33 58 08.32830(N)    112 44 13.41650(W) AD(       ) 1
 DV2187  NAD 27      -  33 58 08.22100(N)    112 44 10.77000(W) AD(       ) 1
 DV2187  NGVD 29 (07/19/86)  646.7    (m)         2122.     (f) VERT ANG    3  
 DV2187
 DV2187.Superseded values are not recommended for survey control.
 DV2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2187.See file dsdata.txt to determine how the superseded data were derived.
 DV2187
 DV2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3951960076(NAD 83)
 DV2187_MARKER: DS = TRIANGULATION STATION DISK
 DV2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV2187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV2187+STABILITY: SURFACE MOTION
 DV2187
 DV2187  HISTORY     - Date     Condition        Report By
 DV2187  HISTORY     - 1948     MONUMENTED       CGS
 DV2187  HISTORY     - 1955     GOOD             CGS
 DV2187  HISTORY     - 1973     GOOD             NGS
 DV2187  HISTORY     - 1975     GOOD             USE
 DV2187  HISTORY     - 1980     GOOD             AZDT
 DV2187  HISTORY     - 1985     GOOD             AZDT
 DV2187  HISTORY     - 19960605 GOOD             USPSQD
 DV2187  HISTORY     - 20070429 GOOD             GEOCAC
 DV2187
 DV2187                          STATION DESCRIPTION
 DV2187
 DV2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2187'THE STATION IS LOCATED IN WICKENBURG, AT THE CITY WATER TANK,
 DV2187'ON A LOW KNOLL IN THE NORTHWEST PART OF THE TOWN.  UNDER
 DV2187'THE SOUTH EDGE OF TANK, 30 FEET SOUTH OF A CYLINDRICAL COLUMN
 DV2187'WHICH IS THE CENTER OF TANK, PROJECTS 3 INCHES AND IS STAMPED,
 DV2187'WICKENBURG 1948.
 DV2187'
 DV2187'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2187'THE STATION, 5 FEET SOUTH OF THE CYLINDRICAL COLUMN, FLUSH
 DV2187'WITH THE GROUND AND IS STAMPED, WICKENBURG NO 1 1948.
 DV2187'
 DV2187'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 DV2187'THE STATION, 5 FEET EAST OF THE SOUTHWEST EDGE OF MOUND ON
 DV2187'WHICH THE TANK IS BUILT, FLUSH WITH THE GROUND AND IS STAMPED,
 DV2187'WICKENBURG NO 2 1948.
 DV2187'
 DV2187'STATION BURG 1924 IS THE AZIMUTH.
 DV2187
 DV2187                          STATION RECOVERY (1955)
 DV2187
 DV2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 DV2187'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 DV2187'IS ADEQUATE.
 DV2187
 DV2187                          STATION RECOVERY (1973)
 DV2187
 DV2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DM)
 DV2187'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 DV2187'DESCRIBED.
 DV2187
 DV2187                          STATION RECOVERY (1975)
 DV2187
 DV2187'RECOVERY NOTE BY US ENGINEERS 1975 (FLC)
 DV2187'WICKENBURG 1948-GOOD.
 DV2187
 DV2187                          STATION RECOVERY (1980)
 DV2187
 DV2187'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 DV2187'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DV2187'DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1948 DESCRIPTION IS
 DV2187'ADEQUATE.
 DV2187
 DV2187                          STATION RECOVERY (1985)
 DV2187
 DV2187'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
 DV2187'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 DV2187'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE STATION
 DV2187'FOLLOWS.
 DV2187'
 DV2187'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 93 AND 89
 DV2187'IN WICKENBURG TRAVEL WEST ALONG U.S. 60 FOR 0.25 MILE TO ADAMS STREET.
 DV2187'TURN RIGHT AND TRAVEL NORTHWEST FOR 0.35 MILE TO THE WATER TANK AND
 DV2187'STATION.
 DV2187
 DV2187                          STATION RECOVERY (1996)
 DV2187
 DV2187'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV2187'RECOVERED IN GOOD CONDITION.
 DV2187
 DV2187                          STATION RECOVERY (2007)
 DV2187
 DV2187'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2183 ***********************************************************************
 DV2183  DESIGNATION -  WICKENBURG CHURCH BELFRY
 DV2183  PID         -  DV2183
 DV2183  STATE/COUNTY-  AZ/MARICOPA
 DV2183  USGS QUAD   -  WICKENBURG (1978)
 DV2183
 DV2183                         *CURRENT SURVEY CONTROL
 DV2183  ___________________________________________________________________
 DV2183* NAD 83(1992)-  33 58 09.97739(N)    112 43 44.50160(W)     ADJUSTED  
 DV2183* NAVD 88     -              **(meters)            **(feet)            
 DV2183  ___________________________________________________________________
 DV2183  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DV2183  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DV2183  HORZ ORDER  -  THIRD
 DV2183
 DV2183.The horizontal coordinates were established by classical geodetic methods
 DV2183.and adjusted by the National Geodetic Survey in August 1993.
 DV2183
 DV2183
 DV2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2183
 DV2183.The geoid height was determined by GEOID03.
 DV2183
 DV2183;                    North         East     Units Scale Factor Converg.
 DV2183;SPC AZ C     -   329,561.577   138,289.840   MT  0.99996945   -0 27 14.1
 DV2183;SPC AZ C     - 1,081,238.77    453,706.82   iFT  0.99996945   -0 27 14.1
 DV2183;UTM  12      - 3,760,114.313   340,261.650   MT  0.99991455   -0 57 58.7
 DV2183
 DV2183                          SUPERSEDED SURVEY CONTROL
 DV2183
 DV2183  NAD 83(1986)-  33 58 09.97486(N)    112 43 44.50392(W) AD(       ) 4
 DV2183  NAD 27      -  33 58 09.87000(N)    112 43 41.86000(W) AD(       ) 3
 DV2183
 DV2183.Superseded values are not recommended for survey control.
 DV2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2183.See file dsdata.txt to determine how the superseded data were derived.
 DV2183
 DV2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4026260114(NAD 83)
 DV2183_MARKER: 75 = BELFRY
 DV2183
 DV2183  HISTORY     - Date     Condition        Report By
 DV2183  HISTORY     - 1924     FIRST OBSERVED   CGS
 DV2183  HISTORY     - 20070428 MARK NOT FOUND   GEOCAC
 DV2183
 DV2183                          STATION DESCRIPTION
 DV2183
 DV2183'DESCRIBED BY GEOCACHING 2007 (ACM)
 DV2183'THERE IS CURRENTLY NO CHURCH BELFRY ANYWHERE NEAR THE LISTED
 DV2183'CO-ORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0594 ***********************************************************************
 FP0594  DESIGNATION -  WIDE RUIN
 FP0594  PID         -  FP0594
 FP0594  STATE/COUNTY-  AZ/APACHE
 FP0594  USGS QUAD   -  DIPPING WATER WELL (1972)
 FP0594
 FP0594                         *CURRENT SURVEY CONTROL
 FP0594  ___________________________________________________________________
 FP0594* NAD 83(1992)-  35 18 38.32647(N)    109 30 03.15058(W)     ADJUSTED  
 FP0594* NAVD 88     -      2046.1    (meters)    6713.     (feet)  VERTCON   
 FP0594  ___________________________________________________________________
 FP0594  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FP0594  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 FP0594  HORZ ORDER  -  SECOND
 FP0594
 FP0594.The horizontal coordinates were established by classical geodetic methods
 FP0594.and adjusted by the National Geodetic Survey in August 1993.
 FP0594
 FP0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0594
 FP0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0594
 FP0594.The geoid height was determined by GEOID03.
 FP0594
 FP0594;                    North         East     Units Scale Factor Converg.
 FP0594;SPC AZ E     -   478,238.253   273,902.694   MT  0.99994516   +0 23 05.4
 FP0594;SPC AZ E     - 1,569,023.14    898,630.89   iFT  0.99994516   +0 23 05.4
 FP0594;UTM  12      - 3,908,524.113   636,283.816   MT  0.99982889   +0 51 59.9
 FP0594
 FP0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0594!SPC AZ E     -   0.99968248  x   0.99994516  =   0.99962765
 FP0594!UTM  12      -   0.99968248  x   0.99982889  =   0.99951142
 FP0594
 FP0594|---------------------------------------------------------------------|
 FP0594| PID    Reference Object                     Distance      Geod. Az  |
 FP0594|                                                           dddmmss.s |
 FP0594| CD4143 WIDE RUIN RM 1                        8.554 METERS 08808     |
 FP0594| CD4144 WIDE RUIN RM 2                        9.965 METERS 23251     |
 FP0594| FP0593 KLAGETOH                            APPROX.19.6 KM 3364030.4 |
 FP0594|---------------------------------------------------------------------|
 FP0594
 FP0594                          SUPERSEDED SURVEY CONTROL
 FP0594
 FP0594  NAD 83(1986)-  35 18 38.32419(N)    109 30 03.15205(W) AD(       ) 2
 FP0594  NAD 27      -  35 18 38.24426(N)    109 30 00.77540(W) AD(       ) 2
 FP0594  NGVD 29 (07/19/86) 2045.1    (m)         6710.     (f) VERT ANG    3  
 FP0594
 FP0594.Superseded values are not recommended for survey control.
 FP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0594.See file dsdata.txt to determine how the superseded data were derived.
 FP0594
 FP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE3628408524(NAD 83)
 FP0594_MARKER: DD = SURVEY DISK
 FP0594_SETTING: 0 = UNSPECIFIED SETTING
 FP0594
 FP0594  HISTORY     - Date     Condition        Report By
 FP0594  HISTORY     - 1972     MONUMENTED       USGS
 FP0594  HISTORY     - 1972     POOR             LOCENG
 FP0594
 FP0594                          STATION DESCRIPTION
 FP0594
 FP0594'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0594'RM 1-RM 2 NOT MEASURED.
 FP0594'
 FP0594'LOCATED ABOUT 12.0 MI NE. OF SANDERS. 11.5 MI W. OF BURNTWATER
 FP0594'TRADING POST. 8.0 MI SSW. OF WIDE RUIN. ON A SMALL SANDY TOP ON A
 FP0594'RIDGE RUNNING SW.-NE.
 FP0594'
 FP0594'TO REACH FROM THE JCT. OF INTERSTATE 40 AND STATE ROUTE 63 AT
 FP0594'CHAMBERS, GO N. ALONG STATE ROUTE 63 FOR 7.5 MI TO X-RDS. TURN LEFT
 FP0594'ON DIRT RD. FOR 0.5 MI TO X-RDS. CONTINUE W. ON MAIN-TRAVELED RD.
 FP0594'FOR 2.5 MI TO BUILDINGS ON LEFT (RD. PASSES N. OF BUILDINGS).
 FP0594'CONTINUE W. ON MAIN-TRAVELED RD. FOR 0.6 MI TO TOP OF RIDGE AND
 FP0594'TRACK RD.  N. TURN RIGHT (N.) ON TRACK RD. FOR 0.05 MI TO X-RDS.
 FP0594'CONTINUE N. ON TRACK RD. FOR 0.65 MI TO END OF TRUCK TRAVEL.
 FP0594'STATION IS ABOUT 75 FT N. OF END OF RD. ON A SMALL SANDY TOP
 FP0594'OVERLOOKING A VALLEY TO THE N.
 FP0594'
 FP0594'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED WIDE RUIN 1972
 FP0594'SET IN CONC. POST PROJECTING ABOUT 0.7 FT.
 FP0594'
 FP0594'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0594'STAMPED WIDE RUIN NO 1 1972 SET IN CONC. POST PROJECTING ABOUT 0.7
 FP0594'FT AND 1.0 FT BELOW STATION MARK.
 FP0594'
 FP0594'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 FP0594'STAMPED WIDE RUIN NO 2 1972 SET IN A CONC. POST PROJECTING 0.2 FT
 FP0594'AND 8.95 FT BELOW STATION MARK.
 FP0594
 FP0594                          STATION RECOVERY (1972)
 FP0594
 FP0594'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FP0594'WIDE RUINS 1972 USGS BROKEN CONCRETE BASE, BELIEVE ITS HAS MOVED
 FP0594'MONUMENT NOT SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1871 ***********************************************************************
 DV1871  DESIGNATION -  WIER
 DV1871  PID         -  DV1871
 DV1871  STATE/COUNTY-  AZ/MARICOPA
 DV1871  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1871
 DV1871                         *CURRENT SURVEY CONTROL
 DV1871  ___________________________________________________________________
 DV1871* NAD 83(1992)-  33 43 41.61984(N)    112 11 18.06994(W)     ADJUSTED  
 DV1871* NAVD 88     -       539.8    (meters)    1771.     (feet)  VERTCON   
 DV1871  ___________________________________________________________________
 DV1871  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 DV1871  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DV1871  HORZ ORDER  -  SECOND
 DV1871
 DV1871.The horizontal coordinates were established by classical geodetic methods
 DV1871.and adjusted by the National Geodetic Survey in August 1993.
 DV1871
 DV1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1871
 DV1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1871
 DV1871.The geoid height was determined by GEOID03.
 DV1871
 DV1871;                    North         East     Units Scale Factor Converg.
 DV1871;SPC AZ C     -   302,545.047   188,183.169   MT  0.99990781   -0 09 03.1
 DV1871;SPC AZ C     -   992,601.86    617,398.85   iFT  0.99990781   -0 09 03.1
 DV1871;UTM  12      - 3,732,657.063   389,906.895   MT  0.99974942   -0 39 35.7
 DV1871
 DV1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1871!SPC AZ C     -   0.99991990  x   0.99990781  =   0.99982772
 DV1871!UTM  12      -   0.99991990  x   0.99974942  =   0.99966934
 DV1871
 DV1871|---------------------------------------------------------------------|
 DV1871| PID    Reference Object                     Distance      Geod. Az  |
 DV1871|                                                           dddmmss.s |
 DV1871| CR7754 WIER RM 1                             9.229 METERS 02207     |
 DV1871| DV1872 WIER AZ MK                          APPROX. 1.0 KM 2512234.2 |
 DV1871| CR7755 WIER RM 2                            12.889 METERS 27959     |
 DV1871|---------------------------------------------------------------------|
 DV1871
 DV1871                          SUPERSEDED SURVEY CONTROL
 DV1871
 DV1871  NAD 83(1986)-  33 43 41.61424(N)    112 11 18.07457(W) AD(       ) 2
 DV1871  NGVD 29 (07/20/87)  539.2    (m)         1769.     (f) VERT ANG    3  
 DV1871
 DV1871.Superseded values are not recommended for survey control.
 DV1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1871.See file dsdata.txt to determine how the superseded data were derived.
 DV1871
 DV1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8990732657(NAD 83)
 DV1871_MARKER: DS = TRIANGULATION STATION DISK
 DV1871_SETTING: 80 = SET IN A BOULDER
 DV1871_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DV1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1871+STABILITY: SURFACE MOTION
 DV1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1871+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2007
 DV1871
 DV1871  HISTORY     - Date     Condition        Report By
 DV1871  HISTORY     - 1986     MONUMENTED       AZDT
 DV1871  HISTORY     - 20070411 GOOD             GEOCAC
 DV1871
 DV1871                          STATION DESCRIPTION
 DV1871
 DV1871'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1871'THE STATION IS LOCATED ON TOP OF A HILL 5 MILES NORTHWEST OF DEER
 DV1871'VALLEY AIRPORT AND 3.5 MILES WEST OF INTERSTATE HIGHWAY 17.
 DV1871'
 DV1871'THE STATION MARK IS AN AZDT DISK STAMPED---WIER 1986---.  IT IS SET IN
 DV1871'A DRILL HOLE IN A LARGE BOULDER.
 DV1871'
 DV1871'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WIER RM 1 1986---.  IT IS
 DV1871'SET IN A DRILL HOLE IN A BOULDER.
 DV1871'
 DV1871'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WIER RM 2 1986---.  IT IS
 DV1871'SET IN A DRILL HOLE IN A BOULDER.
 DV1871'
 DV1871'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---WIER AZIMUTH 1986---.  IT
 DV1871'IS SET IN TOP OF THE HEADWALL OF A CULVERT 25 FEET NORTHWEST OF THE
 DV1871'CENTERLINE OF JOMAX ROAD.
 DV1871'
 DV1871'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 17
 DV1871'AND HAPPY VALLEY ROAD A FEW MILES NORTH OF PHOENIX TRAVEL WEST ALONG
 DV1871'HAPPY VALLEY ROAD FOR 5 MILES TO NORTH 67 AVENUE.  TURN RIGHT AND
 DV1871'TRAVEL NORTH ALONG 67 AVENUE FOR 0.9 MILE TO JOMAX ROAD.  TURN RIGHT
 DV1871'AND TRAVEL EAST ALONG JOMAX ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON
 DV1871'THE LEFT, CONTINUE EAST AND NORTH FOR 0.4 MILE TO A TRACK ROAD RIGHT.
 DV1871'TURN RIGHT AND TRAVEL EAST 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK
 DV1871'EAST FOR 0.2 MILE TO A SMALL SADDLE AND END OF TRUCK TRAVEL.  PACK
 DV1871'NORTHEAST UP THE HILL TO THE TOP AND STATION.
 DV1871
 DV1871                          STATION RECOVERY (2007)
 DV1871
 DV1871'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1112 ***********************************************************************
 ES1112  DESIGNATION -  WIGGINS
 ES1112  PID         -  ES1112
 ES1112  STATE/COUNTY-  AZ/COCONINO
 ES1112  USGS QUAD   -  GRAMA DRAW (1965)
 ES1112
 ES1112                         *CURRENT SURVEY CONTROL
 ES1112  ___________________________________________________________________
 ES1112* NAD 83(1992)-  34 30 37.19147(N)    110 58 55.11666(W)     ADJUSTED  
 ES1112* NAVD 88     -      2219.     (meters)    7280.     (feet)  SCALED    
 ES1112  ___________________________________________________________________
 ES1112  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ES1112  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 ES1112  HORZ ORDER  -  SECOND
 ES1112
 ES1112.The horizontal coordinates were established by classical geodetic methods
 ES1112.and adjusted by the National Geodetic Survey in August 1993.
 ES1112
 ES1112.The orthometric height was scaled from a topographic map.
 ES1112
 ES1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1112
 ES1112.The geoid height was determined by GEOID03.
 ES1112
 ES1112;                    North         East     Units Scale Factor Converg.
 ES1112;SPC AZ C     -   389,654.308   299,184.096   MT  0.99999076   +0 31 46.5
 ES1112;SPC AZ C     - 1,278,393.40    981,575.12   iFT  0.99999076   +0 31 46.5
 ES1112;UTM  12      - 3,818,742.967   501,654.380   MT  0.99960003   +0 00 36.8
 ES1112
 ES1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1112!SPC AZ C     -   0.99965551  x   0.99999076  =   0.99964627
 ES1112!UTM  12      -   0.99965551  x   0.99960003  =   0.99925568
 ES1112
 ES1112:                Primary Azimuth Mark                     Grid Az
 ES1112:SPC AZ C     -  WIGGINS AZ MK                            047 45 31.6
 ES1112:UTM  12      -  WIGGINS AZ MK                            048 16 41.3
 ES1112
 ES1112|---------------------------------------------------------------------|
 ES1112| PID    Reference Object                     Distance      Geod. Az  |
 ES1112|                                                           dddmmss.s |
 ES1112| CD3840 WIGGINS AZ MK                                      0481718.1 |
 ES1112| CD3841 WIGGINS RM 1                         35.863 METERS 15000     |
 ES1112| CD3842 WIGGINS RM 2                         43.394 METERS 24455     |
 ES1112|---------------------------------------------------------------------|
 ES1112
 ES1112                          SUPERSEDED SURVEY CONTROL
 ES1112
 ES1112  NAD 83(1986)-  34 30 37.18530(N)    110 58 55.12117(W) AD(       ) 2
 ES1112  NAD 27      -  34 30 37.07700(N)    110 58 52.64500(W) AD(       ) 2
 ES1112
 ES1112.Superseded values are not recommended for survey control.
 ES1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1112.See file dsdata.txt to determine how the superseded data were derived.
 ES1112
 ES1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD0165418743(NAD 83)
 ES1112_MARKER: DS = TRIANGULATION STATION DISK
 ES1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1112
 ES1112  HISTORY     - Date     Condition        Report By
 ES1112  HISTORY     - 1936     MONUMENTED       CGS
 ES1112  HISTORY     - 1972     GOOD             AZHD
 ES1112
 ES1112                          STATION DESCRIPTION
 ES1112
 ES1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ES1112'STATION IS LOCATED ABOUT 38 MILES AIRLINE SOUTH-SOUTHWEST OF
 ES1112'WINSLOW, 6 MILES SOUTHWEST OF WALLACE RANGER STATION, 2-1/2 MILES
 ES1112'WEST OF MAIN GRADED ROAD LEADING SOUTH FROM WALLACE RANGER
 ES1112'STATION, ON THE DIVIDE AT EAST SIDE OF WILLOW CREEK, 0.5 MILE
 ES1112'SOUTH OF WIGGINS LAGGED TREE LOOKOUT, IN SMALL CLEARED AREA IN
 ES1112'SECTION RATHER HEAVILY COVERED WITH TALL PINES, 35 FEET
 ES1112'NORTHWEST OF 3-FOOT PINE WITH TWO LARGE TRIANGLE BLAZES, 0.25
 ES1112'MILE WEST OF WILLOW RIDGE TRUCK TRAIL.  THE MARK PROJECTS 6
 ES1112'INCHES.
 ES1112'
 ES1112'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION SET IN DRILL HOLE
 ES1112'IN A BOULDER.
 ES1112'
 ES1112'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION SET IN DRILL HOLE IN
 ES1112'BOULDER.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 192.30 FEET.
 ES1112'
 ES1112'AZIMUTH MARK IS STANDARD DISK SET IN ROCK.
 ES1112'
 ES1112'WITNESS MARK NORTHEAST OF STATION, IS A TRIANGLE BLAZE, WITH SCREW
 ES1112'IN CENTER, IN A 28-INCH PINE TREE.  MARK IS ABOUT 6 FEET ABOVE
 ES1112'THE GROUND.
 ES1112'
 ES1112'TO REACH THE STATION FROM WINSLOW, FROM THE CALHOUN INDEPENDENT
 ES1112'OIL COMPANY SERVICE STATION 0.8 MILE EAST OF CENTER OF TOWN,
 ES1112'GO SOUTH ON GRAVEL ROAD FOR 40.25 MILES TO ROAD LEADING RIGHT AT
 ES1112'SIGN WALLACE RANGER STATION 1/4 MILE.  TURN RIGHT AND GO 0.5 MILE
 ES1112'TO RANGER STATION, CONTINUE FOR 0.1 MILE TO FORKS AT SIGN
 ES1112'WIGGINS CROSSING, TAKE THE LEFT FORK AND GO 5.7 MILES TO FORKS
 ES1112'AT SIGN EAST WILLOW RIDGE TRUCK TRAIL.  TAKE THE LEFT FORK
 ES1112'(SOUTH) FOR 0.5 MILE TO ROAD LEADING NORTHWEST TO WIGGINS LAGGED
 ES1112'TREE LOOKOUT.  CONTINUE SOUTH ON TRUCK TRAIL FOR 0.5 MILE TO
 ES1112'A LARGE TRIANGLE BLAZE ON PINE TREE AT LEFT SIDE OF ROAD.
 ES1112'FROM HERE TURN RIGHT AND DRIVE CROSS COUNTRY (WEST) FOR
 ES1112'0.25 MILE TO SMALL CLEAR AREA, BLAZED PINE AND STATION.
 ES1112'
 ES1112'A SIGNAL SHOWN FROM THE GROUND AT CHAVES IS VISIBLE AT 90 FEET.
 ES1112'
 ES1112'A SIGNAL 20 FEET ABOVE CHEVELON 1920 IS VISIBLE AT 90 FEET.
 ES1112'
 ES1112'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE AS DESCRIBED.
 ES1112'
 ES1112'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 ES1112
 ES1112                          STATION RECOVERY (1972)
 ES1112
 ES1112'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1112'GENERAL LOCATION AS PER DESCRIPTION.
 ES1112'
 ES1112'TO REACH AS PER DESCRIPTION.
 ES1112'
 ES1112'STATION MARK AS PER DESCRIPTION.
 ES1112'
 ES1112'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ES1112'
 ES1112'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1098 ***********************************************************************
 ET1098  DESIGNATION -  WIKIEUP WINDMILL
 ET1098  PID         -  ET1098
 ET1098  STATE/COUNTY-  AZ/MOHAVE
 ET1098  USGS QUAD   -  WIKIEUP (1967)
 ET1098
 ET1098                         *CURRENT SURVEY CONTROL
 ET1098  ___________________________________________________________________
 ET1098* NAD 83(1992)-  34 42 19.86492(N)    113 36 59.71705(W)     ADJUSTED  
 ET1098* NAVD 88     -       622.     (meters)    2041.     (feet)  SCALED    
 ET1098  ___________________________________________________________________
 ET1098  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 ET1098  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 ET1098  HORZ ORDER  -  THIRD
 ET1098
 ET1098.The horizontal coordinates were established by classical geodetic methods
 ET1098.and adjusted by the National Geodetic Survey in August 1993.
 ET1098
 ET1098.The orthometric height was scaled from a topographic map.
 ET1098
 ET1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1098
 ET1098.The geoid height was determined by GEOID03.
 ET1098
 ET1098;                    North         East     Units Scale Factor Converg.
 ET1098;SPC AZ W     -   410,930.077   225,581.591   MT  0.99993517   +0 04 33.5
 ET1098;SPC AZ W     - 1,348,195.79    740,097.08   iFT  0.99993517   +0 04 33.5
 ET1098;UTM  12      - 3,843,503.841   260,350.221   MT  1.00030793   -1 29 25.8
 ET1098
 ET1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1098!SPC AZ W     -   0.99990698  x   0.99993517  =   0.99984215
 ET1098!UTM  12      -   0.99990698  x   1.00030793  =   1.00021488
 ET1098
 ET1098                          SUPERSEDED SURVEY CONTROL
 ET1098
 ET1098  NAD 83(1986)-  34 42 19.86533(N)    113 36 59.72375(W) AD(       ) 4
 ET1098  NAD 27      -  34 42 19.81100(N)    113 36 56.95700(W) AD(       ) 3
 ET1098
 ET1098.Superseded values are not recommended for survey control.
 ET1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1098.See file dsdata.txt to determine how the superseded data were derived.
 ET1098
 ET1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD6035043504(NAD 83)
 ET1098_MARKER: 66 = WINDMILL
 ET1098
 ET1098  HISTORY     - Date     Condition        Report By
 ET1098  HISTORY     - 1944     FIRST OBSERVED   CGS
 ET1098
 ET1098                          STATION DESCRIPTION
 ET1098
 ET1098'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0978 ***********************************************************************
 ES0978  DESIGNATION -  WILBANKS
 ES0978  PID         -  ES0978
 ES0978  STATE/COUNTY-  AZ/GILA
 ES0978  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0978
 ES0978                         *CURRENT SURVEY CONTROL
 ES0978  ___________________________________________________________________
 ES0978* NAD 83(1992)-  34 11 11.13681(N)    111 19 10.05049(W)     ADJUSTED  
 ES0978* NAVD 88     -      1562.6    (meters)    5127.     (feet)  VERTCON   
 ES0978  ___________________________________________________________________
 ES0978  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 ES0978  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES0978  HORZ ORDER  -  FIRST
 ES0978
 ES0978.The horizontal coordinates were established by classical geodetic methods
 ES0978.and adjusted by the National Geodetic Survey in August 1993.
 ES0978
 ES0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0978
 ES0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0978
 ES0978.The geoid height was determined by GEOID03.
 ES0978
 ES0978;                    North         East     Units Scale Factor Converg.
 ES0978;SPC AZ E     -   353,931.700   107,100.760   MT  1.00003914   -0 38 52.1
 ES0978;SPC AZ E     - 1,161,193.24    351,380.45   iFT  1.00003914   -0 38 52.1
 ES0978;UTM  12      - 3,782,873.047   470,563.250   MT  0.99961068   -0 10 46.2
 ES0978
 ES0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0978!SPC AZ E     -   0.99975881  x   1.00003914  =   0.99979794
 ES0978!UTM  12      -   0.99975881  x   0.99961068  =   0.99936958
 ES0978
 ES0978|---------------------------------------------------------------------|
 ES0978| PID    Reference Object                     Distance      Geod. Az  |
 ES0978|                                                           dddmmss.s |
 ES0978| CH4564 WILBANKS RM 1                        11.255 METERS 07101     |
 ES0978| CH4565 WILBANKS RM 2                         7.554 METERS 20818     |
 ES0978| CH4563 WILBANKS AZ MK                                     2691008.4 |
 ES0978|---------------------------------------------------------------------|
 ES0978
 ES0978                          SUPERSEDED SURVEY CONTROL
 ES0978
 ES0978  NAD 83(1986)-  34 11 11.13178(N)    111 19 10.05489(W) AD(       ) 1
 ES0978  NAD 27      -  34 11 11.00200(N)    111 19 07.56800(W) AD(       ) 1
 ES0978  NGVD 29 (07/19/86) 1561.9    (m)         5124.     (f) VERT ANG    3  
 ES0978
 ES0978.Superseded values are not recommended for survey control.
 ES0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0978.See file dsdata.txt to determine how the superseded data were derived.
 ES0978
 ES0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7056382873(NAD 83)
 ES0978_MARKER: DS = TRIANGULATION STATION DISK
 ES0978_SETTING: 80 = SET IN A BOULDER
 ES0978_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES0978
 ES0978  HISTORY     - Date     Condition        Report By
 ES0978  HISTORY     - 1946     MONUMENTED       CGS
 ES0978
 ES0978                          STATION DESCRIPTION
 ES0978
 ES0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES0978'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF
 ES0978'PAYSON, AIRLINE, ON THE HIGHEST POINT OF A LOW ROCKY HILL WHICH
 ES0978'IS NEAR THE CENTER OF A SERIES OF LOW BRUSHY HILLS, ABOUT 3/4
 ES0978'MILE EAST OF THE PAYSON-ROOSEVELT ROAD.
 ES0978'
 ES0978'TO REACH FROM THE POST OFFICE IN PAYSON GO SOUTH ON THE
 ES0978'ROOSEVELT ROAD 3.2 MILE TO A CATTLE GUARD ACROSS HIGHWAY.
 ES0978'CONTINUE SOUTH 0.3 MILE TO DIM ROAD LEADING SHARP LEFT.  TURN
 ES0978'LEFT ON THIS ROAD 0.1 MILE, PASS THROUGH GATE AND CONTINUE
 ES0978'ALONG TRACK ROAD 0.7 MILE TO FENCE AND BOARD GATE.  LEAVE TRUCK
 ES0978'AND PACK LEFT, NORTH, ALONG FENCE LINE ABOUT 0.4 MILE TO
 ES0978'FENCE CORNER AND STATION.
 ES0978'
 ES0978'STATION IS ON THE HIGHEST PART OF THE HILL, ABOUT 15 FEET
 ES0978'NORTH OF THIS THREE-WAY FENCE CORNER.  MARKED BY A STANDARD
 ES0978'TRIANGULATION STATION DISK, STAMPED WILBANKS 1946, CEMENTED
 ES0978'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT ABOVE
 ES0978'SURROUNDING PILE OF BOULDERS.
 ES0978'
 ES0978'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  A
 ES0978'STANDARD REFERENCE MARK DISK, STAMPED WILBANKS NO 1 1946,
 ES0978'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 ES0978'
 ES0978'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  A
 ES0978'STANDARD REFERENCE MARK DISK STAMPED WILBANKS NO 2 1946,
 ES0978'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET
 ES0978'ABOVE GROUND.
 ES0978'
 ES0978'THE AZIMUTH MARK IS 3/4 MILE WEST-SOUTHWEST OF THE STATION, 150
 ES0978'FEET NORTHWEST OF THE PAYSON-ROOSEVELT ROAD, 12 FEET
 ES0978'NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD AZIMUTH
 ES0978'MARK DISK, STAMPED WILBANKS 1946, CEMENTED IN A DRILL HOLE
 ES0978'IN ONE OF A PILE OF BOULDERS, PROJECTING 1-1/2 FEET.
 ES0978'
 ES0978'THE BENCH MARK IS ABOUT 50 FEET WEST OF THE ROAD, 0.15 MILE
 ES0978'SOUTH OF THE CATTLE GUARD MENTIONED ABOVE.  IT IS A STANDARD
 ES0978'BENCH MARK DISK, STAMPED Y20 1933, SET IN A SQUARE CONCRETE
 ES0978'POST THAT PROJECTS ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0886 ***********************************************************************
 ES0886  DESIGNATION -  WILBANKS RESET
 ES0886  PID         -  ES0886
 ES0886  STATE/COUNTY-  AZ/GILA
 ES0886  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0886
 ES0886                         *CURRENT SURVEY CONTROL
 ES0886  ___________________________________________________________________
 ES0886* NAD 83(1992)-  34 11 11.13766(N)    111 19 10.05209(W)     ADJUSTED  
 ES0886* NAVD 88     -      1562.2    (meters)    5125.     (feet)  VERTCON   
 ES0886  ___________________________________________________________________
 ES0886  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 ES0886  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES0886  HORZ ORDER  -  SECOND
 ES0886
 ES0886.The horizontal coordinates were established by classical geodetic methods
 ES0886.and adjusted by the National Geodetic Survey in August 1993.
 ES0886
 ES0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0886
 ES0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0886
 ES0886.The geoid height was determined by GEOID03.
 ES0886
 ES0886;                    North         East     Units Scale Factor Converg.
 ES0886;SPC AZ E     -   353,931.727   107,100.719   MT  1.00003914   -0 38 52.1
 ES0886;SPC AZ E     - 1,161,193.33    351,380.31   iFT  1.00003914   -0 38 52.1
 ES0886;UTM  12      - 3,782,873.073   470,563.209   MT  0.99961068   -0 10 46.2
 ES0886
 ES0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0886!SPC AZ E     -   0.99975888  x   1.00003914  =   0.99979801
 ES0886!UTM  12      -   0.99975888  x   0.99961068  =   0.99936965
 ES0886
 ES0886:                Primary Azimuth Mark                     Grid Az
 ES0886:SPC AZ E     -  HUSTON                                   008 09 16.5
 ES0886:UTM  12      -  HUSTON                                   007 41 10.6
 ES0886
 ES0886|---------------------------------------------------------------------|
 ES0886| PID    Reference Object                     Distance      Geod. Az  |
 ES0886|                                                           dddmmss.s |
 ES0886| ES0983 HUSTON                              APPROX.10.0 KM 0073024.4 |
 ES0886| CH4564 WILBANKS RM 1                        11.442 METERS 07141     |
 ES0886| CH4565 WILBANKS RM 2                         7.579 METERS 20809     |
 ES0886|---------------------------------------------------------------------|
 ES0886
 ES0886                          SUPERSEDED SURVEY CONTROL
 ES0886
 ES0886  NAD 83(1986)-  34 11 11.12929(N)    111 19 10.05484(W) AD(       ) 2
 ES0886  NGVD 29 (07/10/87) 1561.5    (m)         5123.     (f) VERT ANG    3  
 ES0886
 ES0886.Superseded values are not recommended for survey control.
 ES0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0886.See file dsdata.txt to determine how the superseded data were derived.
 ES0886
 ES0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC7056382873(NAD 83)
 ES0886_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ES0886_SETTING: 80 = SET IN A BOULDER
 ES0886_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0886+STABILITY: SURFACE MOTION
 ES0886
 ES0886  HISTORY     - Date     Condition        Report By
 ES0886  HISTORY     - 1981     MONUMENTED       AZDT
 ES0886  HISTORY     - 1981     GOOD             AZDT
 ES0886
 ES0886                          STATION DESCRIPTION
 ES0886
 ES0886'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 ES0886'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND LARGE
 ES0886'DISCREPENCYS WERE FOUND IN THE ANGLES AND DISTANCES TO THE REFERENCE
 ES0886'MARKS.  THE CHECK ANGLES ALSO FAILED AND THE STATION MARK WHICH IS
 ES0886'SET IN A BOULDER HAS PROBABLY MOVED.  THE AZIMUTH MARK WAS SEARCHED
 ES0886'FOR AND NOT RECOVERED AND NO NOTES WERE TAKEN CONCERNING THE BENCH
 ES0886'MARK.
 ES0886'
 ES0886'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON, TRAVEL WEST ALONG
 ES0886'MAIN STREET FOR 200 FEET TO SOUTH MCLANE ROAD, TURN LEFT AND TRAVEL
 ES0886'SOUTH FOR 0.65 MILE TO STATE ROUTE 87.  TURN RIGHT AND CONTINUE SOUTH
 ES0886'FOR 2.5 MILES TO A MEDIAN CROSSOVER, TURN LEFT OVER SR 87 TO A CATTLE
 ES0886'GUARD, CROSS OVER CATTLE GUARD AND FOLLOW TRAIL ROAD 0.1 MILE TO A
 ES0886'GATE.  PASS THROUGH GATE AND FOLLOW TRAIL ROAD EAST FOR 0.85 MILE TO
 ES0886'AN OLD NORTH SOUTH FENCELINE AND END OF TRUCK TRAVEL.  PACK UP HILL TO
 ES0886'TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0195 ***********************************************************************
 DU0195  DESIGNATION -  WILD
 DU0195  PID         -  DU0195
 DU0195  STATE/COUNTY-  AZ/GRAHAM
 DU0195  USGS QUAD   -  CALVA (1989)
 DU0195
 DU0195                         *CURRENT SURVEY CONTROL
 DU0195  ___________________________________________________________________
 DU0195* NAD 83(1992)-  33 14 08.32907(N)    110 09 05.28240(W)     ADJUSTED  
 DU0195* NAVD 88     -      1038.608  (meters)    3407.50   (feet)  ADJUSTED  
 DU0195  ___________________________________________________________________
 DU0195  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 DU0195  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DU0195  DYNAMIC HT  -        1037.163 (meters)    3402.76  (feet)  COMP
 DU0195  MODELED GRAV-     979,211.6   (mgal)                       NAVD 88
 DU0195
 DU0195  HORZ ORDER  -  FIRST
 DU0195  VERT ORDER  -  SECOND    CLASS 0
 DU0195
 DU0195.The horizontal coordinates were established by classical geodetic methods
 DU0195.and adjusted by the National Geodetic Survey in August 1993.
 DU0195
 DU0195.The orthometric height was determined by differential leveling
 DU0195.and adjusted in June 1991.
 DU0195
 DU0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0195
 DU0195.The geoid height was determined by GEOID03.
 DU0195
 DU0195.The dynamic height is computed by dividing the NAVD 88
 DU0195.geopotential number by the normal gravity value computed on the
 DU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0195.degrees latitude (g = 980.6199 gals.).
 DU0195
 DU0195.The modeled gravity was interpolated from observed gravity values.
 DU0195
 DU0195;                    North         East     Units Scale Factor Converg.
 DU0195;SPC AZ E     -   247,883.825   214,776.497   MT  0.99990002   +0 00 30.0
 DU0195;SPC AZ E     -   813,267.14    704,647.30   iFT  0.99990002   +0 00 30.0
 DU0195;UTM  12      - 3,677,732.145   579,056.166   MT  0.99967706   +0 27 54.3
 DU0195
 DU0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0195!SPC AZ E     -   0.99984117  x   0.99990002  =   0.99974121
 DU0195!UTM  12      -   0.99984117  x   0.99967706  =   0.99951828
 DU0195
 DU0195:                Primary Azimuth Mark                     Grid Az
 DU0195:SPC AZ E     -  GILA PEAK TARGET                         104 00 56.5
 DU0195:UTM  12      -  GILA PEAK TARGET                         103 33 32.2
 DU0195
 DU0195|---------------------------------------------------------------------|
 DU0195| PID    Reference Object                     Distance      Geod. Az  |
 DU0195|                                                           dddmmss.s |
 DU0195| DT0785 GILA PEAK TARGET                    APPROX.19.2 KM 1040126.5 |
 DU0195| DU0196 WILD RM 1                            11.714 METERS 11348     |
 DU0195| DU1958 CALVA SUSPENSION TOWER              APPROX. 6.0 KM 2085125.7 |
 DU0195| DU1962 MOUNT TURNBULL PEAK                 APPROX.20.6 KM 2094157.5 |
 DU0195| DU0198 WILD AZ MK                                         2245128.6 |
 DU0195| DU0197 WILD RM 2                            11.021 METERS 23316     |
 DU0195| DU1967 MOUNT TRIPLET PEAK                  APPROX.22.0 KM 3030355.4 |
 DU0195|---------------------------------------------------------------------|
 DU0195
 DU0195                          SUPERSEDED SURVEY CONTROL
 DU0195
 DU0195  NAD 83(1986)-  33 14 08.32517(N)    110 09 05.28229(W) AD(       ) 1
 DU0195  NAD 27      -  33 14 08.12300(N)    110 09 02.96600(W) AD(       ) 1
 DU0195  NGVD 29 (??/??/92) 1037.992  (m)         3405.48   (f) ADJ UNCH    2 0
 DU0195
 DU0195.Superseded values are not recommended for survey control.
 DU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0195.See file dsdata.txt to determine how the superseded data were derived.
 DU0195
 DU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7905677732(NAD 83)
 DU0195_MARKER: DS = TRIANGULATION STATION DISK
 DU0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0195_STAMPING: WILD 1945
 DU0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0195+STABILITY: SURFACE MOTION
 DU0195
 DU0195  HISTORY     - Date     Condition        Report By
 DU0195  HISTORY     - 1945     MONUMENTED       CGS
 DU0195  HISTORY     - 1952     GOOD             CGS
 DU0195  HISTORY     - 1952     GOOD             NGS
 DU0195  HISTORY     - 1960     GOOD             CGS
 DU0195  HISTORY     - 1967     GOOD             AMS
 DU0195
 DU0195                          STATION DESCRIPTION
 DU0195
 DU0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU0195'STATION IS LOCATED 19 MILES (AIR LINE) ESE OF SAN CARLOS.  ABOUT
 DU0195'7 MILES NNW OF BYLAS, ON THE FOOTHILLS ABOUT 3 MILES N OF THE
 DU0195'COOLIDGE RESERVOIR, ON THE OLD YELLOW JACKET TRAIL ON THE SAN
 DU0195'CARLOS INDIAN RESERVATION.
 DU0195'
 DU0195'TO REACH THE STATION FROM THE POST OFFICE IN SAN CARLOS, GO
 DU0195'S 0.1 MILE, CROSS RAILROAD TRACKS AND TURN LEFT ON THE COOLIDGE
 DU0195'DAM ROAD FOR 1.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT FOR 0.4
 DU0195'MILE, CROSSING RAILROAD TRACKS AND A BRIDGE TO A NARROW GRADED
 DU0195'ROAD RIGHT.  TURN RIGHT AND GO 2.2 MILES ON THE MAIN ROAD, TAKE
 DU0195'LEFT FORK FOR 3.0 MILES TO ANOTHER FORK.  (LEFT FORK GOES TO
 DU0195'SALT MTN.) HERE TAKE RIGHT FORK FOR 1.2 MILES, THENCE LEFT FORK
 DU0195'FOR 2.7 MILES ON THE MAIN TRAVELED ROAD TO A RAILROAD
 DU0195'CROSSING.  CROSS TRACKS AND GO 0.2 MILE TO AN UNDERPASS, THENCE
 DU0195'CONTINUE FOR 0.85 MILE TO PIPE LINE CHECK STATION AND STATION
 DU0195'PUMP.  CONTINUE E FOR 0.2 MILE, CROSS RAILROAD TRACKS AND GO
 DU0195'0.65 MILE TO A WIND CHARGER ON THE RIGHT.  CONTINUE 2.9 MILES,
 DU0195'KEEP LEFT FORK FOR 0.35 MILE TO A WASH, THENCE ACROSS WASH AND
 DU0195'OUT ON THE RIGHT FORK.  (LEFT FORK GOES UNDER BRIDGE AND ENDS.)
 DU0195'CONTINUE FOR 4.0 MILES TO ANOTHER WASH.  ENTER WASH, TURN LEFT
 DU0195'IN WASH, GO THROUGH GATE AND UNDER RAILROAD TRACKS, THENCE
 DU0195'TAKE THE FIRST FORK RIGHT OUT OF THE WASH FOR 1.6 MILES TO
 DU0195'A GATE.  CONTINUE 1.3 MILES TO WHERE A ROAD COMES IN FROM THE
 DU0195'LEFT.  CONTINUE STRAIGHT AHEAD SE 0.3 MILE, THENCE TAKE THE MAIN
 DU0195'LEFT FORK FOR 1.75 MILES TO ANOTHER FORK.  KEEP LEFT FORK AGAIN
 DU0195'FOR 0.5 MILE TO A CROSS ROAD.  (THIS ROAD COMES FROM ACROSS
 DU0195'THE GILA RIVER NEAR CALVA ON U.S. HIGHWAY 70, A MUCH BETTER WAY
 DU0195'TO REACH THE STATION WHEN THE RIVER IS LOW ENOUGH TO FORD.)
 DU0195'TURN LEFT FOR 0.4 MILE, CROSS WASH AND CONTINUE FOR 2.65 MILES
 DU0195'UP RIDGE TO THE AZIMUTH MARK ON THE LEFT AT THE TOP OF A RISE.
 DU0195'CONTINUE ALONG THE RIDGE FOR 0.65 MILE TO THE STATION ON THE LEFT.
 DU0195'
 DU0195'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU0195'POST PROJECTING ABOUT 1 INCH AND IS STAMPED WILD 1945.  IT IS
 DU0195'LOCATED 14 FEET WNW OF TRACK ROAD UP THE RIDGE AND 6.2 FEET WSW
 DU0195'OF A 4- BY 4-INCH WHITE POST.  UNDERGROUND MARK IS A BRONZE
 DU0195'STATION DISK SET IN CONCRETE.
 DU0195'
 DU0195'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU0195'CONCRETE POST PROJECTING ABOUT 2 INCHES AND IS STAMPED WILD NO 1
 DU0195'1945.  IT IS LOCATED ESE OF THE STATION AND ABOUT 1 FOOT LOWER.
 DU0195'
 DU0195'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU0195'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS
 DU0195'STAMPED WILD NO 2 1945.  IT IS LOCATED SW OF THE STATION AND
 DU0195'ABOUT 1 FOOT LOWER.
 DU0195'
 DU0195'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 DU0195'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED WILD
 DU0195'1945.  IT IS LOCATED SW OF THE STATION, 10 FEET WNW OF THE TRACK
 DU0195'ROAD, AND 2.5 FEET NNE OF A 4- BY 4-INCH WHITE WITNESS POST, IN A
 DU0195'ROCK CAIRN.
 DU0195
 DU0195                          STATION RECOVERY (1952)
 DU0195
 DU0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DU0195'STATION IS LOCATED 19 MILES (AIRLINE) ESE OF SAN CARLOS, ABOUT
 DU0195'7 MILES NNW OF BYLAS, ON THE FOOTHILLS ABOUT 3 MILES N OF THE SAN
 DU0195'CARLOS RESERVOIR, ON THE OLD YELLOW JACKET TRAIL, AND ON THE
 DU0195'SAN CARLOS INDIAN RESERVATION.  THE STATION, BOTH REFERENCE
 DU0195'MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED IN EXCELLENT
 DU0195'CONDITION.  STATION WAS RECOVERED AS DESCRIBED, WITH ONE
 DU0195'EXCEPTION--A SHORT PORTION OF THE OLD TRACK HAS BEEN REROUTED
 DU0195'AND IS NOW APPROXIMATELY 24 FEET NW OF THE STATION.  STATION MAY
 DU0195'ALSO BE REACHED AS FOLLOWS--GO S 0.1 MILE, CROSS THE RAILROAD
 DU0195'TRACKS, TURN LEFT ON COOLIDGE DAM ROAD FOR 1.6 MILES, THEN TURN
 DU0195'LEFT (E).
 DU0195
 DU0195                          STATION RECOVERY (1952)
 DU0195
 DU0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DU0195'5.0 MI NE FROM CALVA.
 DU0195'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0195'COMPANY RAILROAD STATION AT CALVA, THENCE 4.5 MILES NORTHEAST ALONG
 DU0195'THE CALVA - ASH CREEK ROAD, ON TOP OF A LONG RIDGE, 38.4 FEET
 DU0195'NORTHWEST OF WILD R.M. NO. 1, 36.2 FEET NORTHEAST OF WILD R.M. NO. 2,
 DU0195'24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF
 DU0195'THE CENTER LINE OF A PORTION OF THE OLD ROAD, 6.2 FEET SOUTHWEST OF A
 DU0195'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 DU0195'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DU0195
 DU0195                          STATION RECOVERY (1960)
 DU0195
 DU0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 DU0195'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DU0195'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DU0195'
 DU0195'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BYLAS, ARIZONA,
 DU0195'23 FEET EAST OF THE CENTERLINE OF A GRADED ROAD AND ON AN OPEN
 DU0195'SLOPE.  THE STATION IS A STANDARD DISK SET IN A SQUARE CONCRETE
 DU0195'POST PROJECTING 2 INCHES.  STAMPED WILD 1945.
 DU0195'
 DU0195'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 DU0195'POST PROJECTING 2 INCHES, 51 FEET EAST OF THE CENTERLINE OF THE
 DU0195'ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.  STAMPED
 DU0195'WILD NO 1 1945.
 DU0195'
 DU0195'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 DU0195'POST PROJECTING 2 INCHES, 15 FEET EAST OF THE CENTERLINE OF THE
 DU0195'ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.  STAMPED
 DU0195'WILD NO 2 1945.
 DU0195'
 DU0195'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 DU0195'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED WILD
 DU0195'1945.  IT IS LOCATED 44 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DU0195'3 FEET NORTH OF A WHITE WITNESS POST AND 6 FEET EAST OF THE BANK.
 DU0195'
 DU0195'TO REACH THE STATION FROM THE PERIDOT OVERPASS ON U.S. HIGHWAY 70,
 DU0195'WHICH IS ABOUT 4 MILES SOUTH OF SAN CARLOS, GO EAST ON U.S. HIGHWAY
 DU0195'70 FOR 17.3 MILES TO CROSSROADS AND DOUBLE GATES ON THE LEFT AND
 DU0195'RIGHT, TURN LEFT (N) ON GRADED ROAD FOR 0.1 MILE TO FORKS, KEEP
 DU0195'THE RIGHT FORK AND GO NORTH ON MAIN ROAD FOR 2.5 MILES TO THE
 DU0195'AZIMUTH MARK ON THE LEFT AT TOP OF GRADE, CONTINUE NORTH ON
 DU0195'GRAVELED ROAD FOR 0.65 MILES TO THE STATION ON THE RIGHT.
 DU0195
 DU0195                          STATION RECOVERY (1967)
 DU0195
 DU0195'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DU0195'STATION IS LOCATED APPROXIMATELY 19.2 AIRMILES (ESE) OF SAN
 DU0195'CARLOS AND 22.2 AIRMILES (ENE) OF COOLIDGE DAM, 20 FT (E) OF ROAD
 DU0195'ON A NORTH-SOUTH RIDGE.
 DU0195'
 DU0195'TO REACH FROM JCT U.S. HWY 70 AND ARIZONA HWY 170 NEAR SAN CARLOS
 DU0195'TOWNSHIP, PROCEED (E) ON U.S. 70 17.5 MI TO A DIRT ROAD ON
 DU0195'LEFT, TURN LEFT (N) THRU GATE TO FORK 0.1 MI, KEEP RIGHT (E)
 DU0195'FOR 3.3 MI PAST FORK TO A HIGH POINT AND STATION.
 DU0195'
 DU0195'STATION MARK IS A STANDARD USC AND GS DISK STAMPED WILD 1945
 DU0195'CEMENTED IN A 9 IN X 9 IN CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DU0195'2 INCHES.
 DU0195'
 DU0195'R.M. 1 IS A STANDARD USC AND GS REFERENCE DISK STAMPED WILD NO
 DU0195'1 1945.  FROM THE STATION IT IS (SE) ON A MAG AZ OF 102 DEG AT A
 DU0195'DISTANCE OF 38.44 FT AND A DE OF -0.94 FT.  R.M. IS SET IN
 DU0195'CEMENT.
 DU0195'
 DU0195'R.M. 2 IS A STANDARD USC AND GS REFERENCE DISK SET IN CEMENT
 DU0195'STAMPED WILD NO 2 1945.  FROM THE STATION IT IS (SW) ON A MAG AZ
 DU0195'OF 221 DEG.  AT A DISTANCE OF 36.16 FT AND A DE OF -2.24 FT.
 DU0195'
 DU0195'AZ MARK IS A STANDARD USC AND GS AZIMUTH MARK STAMPED WILD 1945.
 DU0195'AZ MARK IS APPROXIMATELY 0.6 MI FROM STATION 40 FT (W) OF ROAD
 DU0195'TO STATION.  IT IS MARKED BY A WHITE WITNESS POST SET IN A CAIRN
 DU0195'OVER MARK.  MARK IS CEMENTED FLUSH IN BEDROCK NEAR CREST OF
 DU0195'SLOPE.
 DU0195'
 DU0195'CONDITION OF ALL MARKS IS EXCELLENT.
 DU0195'
 DU0195'VIEW FROM TRIPOD HEIGHT OF 5 FT IS CLEAR IN ALL DIRECTIONS EXCEPT
 DU0195'(NW) WHERE IT IS OBSTRUCTED BY A LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1004 ***********************************************************************
 ES1004  DESIGNATION -  WILD
 ES1004  PID         -  ES1004
 ES1004  STATE/COUNTY-  AZ/YAVAPAI
 ES1004  USGS QUAD   -  TULE MESA (1967)
 ES1004
 ES1004                         *CURRENT SURVEY CONTROL
 ES1004  ___________________________________________________________________
 ES1004* NAD 83(1992)-  34 17 50.69293(N)    111 47 08.51337(W)     ADJUSTED  
 ES1004* NAVD 88     -      2078.3    (meters)    6819.     (feet)  VERTCON   
 ES1004  ___________________________________________________________________
 ES1004  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 ES1004  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 ES1004  HORZ ORDER  -  SECOND
 ES1004
 ES1004.The horizontal coordinates were established by classical geodetic methods
 ES1004.and adjusted by the National Geodetic Survey in August 1993.
 ES1004
 ES1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1004
 ES1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1004
 ES1004.The geoid height was determined by GEOID03.
 ES1004
 ES1004;                    North         East     Units Scale Factor Converg.
 ES1004;SPC AZ C     -   365,649.064   225,415.964   MT  0.99990179   +0 04 25.7
 ES1004;SPC AZ C     - 1,199,636.04    739,553.69   iFT  0.99990179   +0 04 25.7
 ES1004;UTM  12      - 3,795,412.893   427,695.495   MT  0.99966444   -0 26 33.9
 ES1004
 ES1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1004!SPC AZ C     -   0.99967799  x   0.99990179  =   0.99957981
 ES1004!UTM  12      -   0.99967799  x   0.99966444  =   0.99934254
 ES1004
 ES1004|---------------------------------------------------------------------|
 ES1004| PID    Reference Object                     Distance      Geod. Az  |
 ES1004|                                                           dddmmss.s |
 ES1004| CH4568 WILD RM 2                             5.244 METERS 03813     |
 ES1004| CH4566 WILD AZ MK                                         1963222.0 |
 ES1004| CH4567 WILD RM 1                             8.764 METERS 29631     |
 ES1004|---------------------------------------------------------------------|
 ES1004
 ES1004                          SUPERSEDED SURVEY CONTROL
 ES1004
 ES1004  NAD 83(1986)-  34 17 50.68827(N)    111 47 08.51420(W) AD(       ) 2
 ES1004  NAD 27      -  34 17 50.57700(N)    111 47 05.97400(W) AD(       ) 2
 ES1004  NGVD 29 (07/19/86) 2077.5    (m)         6816.     (f) VERT ANG    3  
 ES1004
 ES1004.Superseded values are not recommended for survey control.
 ES1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1004.See file dsdata.txt to determine how the superseded data were derived.
 ES1004
 ES1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2769595413(NAD 83)
 ES1004_MARKER: DS = TRIANGULATION STATION DISK
 ES1004_SETTING: 80 = SET IN A BOULDER
 ES1004_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ES1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1004+STABILITY: SURFACE MOTION
 ES1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1004+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 ES1004
 ES1004  HISTORY     - Date     Condition        Report By
 ES1004  HISTORY     - 1946     MONUMENTED       CGS
 ES1004  HISTORY     - 1966     GOOD             USGS
 ES1004  HISTORY     - 20040522 GOOD             GEOCAC
 ES1004  HISTORY     - 20071007 GOOD             GEOCAC
 ES1004
 ES1004                          STATION DESCRIPTION
 ES1004
 ES1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 ES1004'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 27 MILES
 ES1004'EAST-SOUTHEAST OF MAYER, 18 MILES SOUTH-SOUTHEAST OF CAMP
 ES1004'VERDE, 20 MILES WEST-SOUTHWEST OF PINE, AND 6 MILES SOUTHWEST
 ES1004'OF THE VERDE HOT SPRINGS ON THE VERDE RIVER.  IT IS ON THE
 ES1004'MOST PROMINENT PEAK OF THE PINE MOUNTAIN WILD AREA.  THE MOST
 ES1004'NORTHEASTERN PEAK, WHICH HAS ONLY SCATTERED TIMGER ON TOP
 ES1004'AS COMPARED WITH THE THICKLY WOODED PEAKS TO THE SOUTHWEST
 ES1004'WHICH ARE ABOUT THE SMAME ELEVATION.
 ES1004'
 ES1004'TO REACH FROM THE POST OFFICE IN MAYER, GO TOWARD PHOENIX
 ES1004'1.5 MILES, TAKE ROAD LEFT AND GO ABOUT 18 MILES TO THE DUGAS
 ES1004'RANCH AND POST OFFICE JUST AFTER CROSSING A WASH.  CONTINUE
 ES1004'EASTERLY 0.6 MILE, TAKE LEFT FORK 1.9 MILES, THENCE RIGHT
 ES1004'FORK FOR 2.1 MILES TO FORK AND SIGNS.  HERE TAKE LEFT FORK
 ES1004'AS INDICATED BY SIGNS 14 VERDE HOT SPRINGS AND ROAD IMPASSABLE.
 ES1004'FOLLOW THIS VERY ROUGH ROAD FOR 9.0 MILES TO SHACK ON RIGHT
 ES1004'WHERE ROAD GOES UNDER POWER LINE.  CONTINUE ALONG OLD ROAD FOR
 ES1004'1.2 MILES TO WHERE IT PASSES THROUGH GATE.  LEAVE TRUCK AND
 ES1004'PACK SOUTH, KEEPING TO RIGHT OF FENCE LINE, ACROSS FLAT MESA
 ES1004'TO WHERE FENCE STATTS DOWN ACROSS SADDLE.  HERE A WELL
 ES1004'DEFINED TRAIL CAN BE FOUND THAT LEADS SOUTH.  FOLLOW THIS
 ES1004'TRAIL WHICH FOLLOWS THE FENCE LINE ACROSS THREE SADDLES (A
 ES1004'FOREST SERVICE SIGN ON GATE IN LAST SADDLE), THENCE UP THE
 ES1004'STEEP SLOPE.  JUST BEFORE REACHING THE TOP OF THE RIDGE TURN
 ES1004'LEFT OFF TRAIL AND MAKE WAY TO TOP OF PEAK AND STATION.
 ES1004'
 ES1004'STATION IS LOCATED ON TOP OF THIS PEAK WHICH ALSO BEARS A
 ES1004'MARK OF THE U.S. FOREST SERVICE, WHICH WAS USED AS A REFERENCE
 ES1004'MARK.  THE STATION IS A STANDARD TRIANGULATION STATION DISK,
 ES1004'STAMPED WILD 1946, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 ES1004'PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS 15 FEET
 ES1004'NORTH-NORTHWEST OF THE RIM ROCK, 24 FEET WEST OF A 4-FT CAIRN,
 ES1004'AND 45 FEET SOUTHWEST OF ANOTHER AND OLDER 4-FT CAIRN, AND IS
 ES1004'59 FEET EAST OF PINE TREE WITH TRIANGULAR BLAZE.
 ES1004'
 ES1004'REFERENCE MARK NO. 1 IS A STANDARD REFERNCE DISK, STAMPED
 ES1004'WILD NO 1 1946, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 ES1004'PROJECTS 6 INCHES ABOVE GROUND.  IT IS WEST-NORTHWEST OF THE
 ES1004'STATION.
 ES1004'
 ES1004'REFERENCE MARK NO. 2 IS THE FOREST SERVICE MARK, NORTHEAST OF
 ES1004'THE STATION.  IT IS A BRONZE DISK CEMENTED IN A DEPRESSION IN A
 ES1004'BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE GROUND.  DISK
 ES1004'IS STAMPED FIRE CONTROL SEEN AREA MAP POINT PINE MTN 8-18-1939.
 ES1004'
 ES1004'THE AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK, STAMPED WILD
 ES1004'1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18
 ES1004'INCHES, IS ABOUT 1/4 MILE SOUTH-SOUTHWEST OF THE STATION 3
 ES1004'FEET WEST OF RIM ROCK, AND 45 FEET EAST OF 3-FT CAIRN WHICH
 ES1004'IS ON TRAIL.  REACHED BY CONTINUING ALONG TRAIL WHICH WAS
 ES1004'FOLLOWED TO STATION.
 ES1004'
 ES1004'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 ES1004
 ES1004                          STATION RECOVERY (1966)
 ES1004
 ES1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1004'RECOVERED AS DESCRIBED.  RMS NOT FOUND DUE TO DEEP SNOW.
 ES1004
 ES1004                          STATION RECOVERY (2004)
 ES1004
 ES1004'RECOVERY NOTE BY GEOCACHING 2004 (ACM)
 ES1004'RECOVERED IN GOOD CONDITION.
 ES1004
 ES1004                          STATION RECOVERY (2007)
 ES1004
 ES1004'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 ES1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0682 ***********************************************************************
 FQ0682  DESIGNATION -  WILD
 FQ0682  PID         -  FQ0682
 FQ0682  STATE/COUNTY-  AZ/COCONINO
 FQ0682  USGS QUAD   -  WING MOUNTAIN (1974)
 FQ0682
 FQ0682                         *CURRENT SURVEY CONTROL
 FQ0682  ___________________________________________________________________
 FQ0682* NAD 83(1992)-  35 19 22.72846(N)    111 50 58.30471(W)     ADJUSTED  
 FQ0682* NAVD 88     -      2483.7    (meters)    8149.     (feet)  VERTCON   
 FQ0682  ___________________________________________________________________
 FQ0682  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 FQ0682  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 FQ0682  HORZ ORDER  -  SECOND
 FQ0682
 FQ0682.The horizontal coordinates were established by classical geodetic methods
 FQ0682.and adjusted by the National Geodetic Survey in August 1993.
 FQ0682
 FQ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0682
 FQ0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0682
 FQ0682.The geoid height was determined by GEOID03.
 FQ0682
 FQ0682;                    North         East     Units Scale Factor Converg.
 FQ0682;SPC AZ C     -   479,405.258   219,464.077   MT  0.99990046   +0 02 19.7
 FQ0682;SPC AZ C     - 1,572,851.90    720,026.50   iFT  0.99990046   +0 02 19.7
 FQ0682;UTM  12      - 3,909,192.282   422,783.959   MT  0.99967348   -0 29 28.4
 FQ0682
 FQ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0682!SPC AZ C     -   0.99961390  x   0.99990046  =   0.99951440
 FQ0682!UTM  12      -   0.99961390  x   0.99967348  =   0.99928751
 FQ0682
 FQ0682:                Primary Azimuth Mark                     Grid Az
 FQ0682:SPC AZ C     -  VIEW                                     039 23 36.4
 FQ0682:UTM  12      -  VIEW                                     039 55 24.5
 FQ0682
 FQ0682|---------------------------------------------------------------------|
 FQ0682| PID    Reference Object                     Distance      Geod. Az  |
 FQ0682|                                                           dddmmss.s |
 FQ0682| FQ0628 VIEW                                APPROX.16.2 KM 0392556.1 |
 FQ0682| CH4569 WILD RM 1                            10.878 METERS 05231     |
 FQ0682| CH4570 WILD RM 2                             7.368 METERS 15927     |
 FQ0682|---------------------------------------------------------------------|
 FQ0682
 FQ0682                          SUPERSEDED SURVEY CONTROL
 FQ0682
 FQ0682  NAD 83(1986)-  35 19 22.72586(N)    111 50 58.30030(W) AD(       ) 2
 FQ0682  NAD 27      -  35 19 22.70335(N)    111 50 55.71358(W) AD(       ) 2
 FQ0682  NGVD 29 (07/19/86) 2482.6    (m)         8145.     (f) VERT ANG    3  
 FQ0682
 FQ0682.Superseded values are not recommended for survey control.
 FQ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0682.See file dsdata.txt to determine how the superseded data were derived.
 FQ0682
 FQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2278409192(NAD 83)
 FQ0682_MARKER: DD = SURVEY DISK
 FQ0682_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0682
 FQ0682  HISTORY     - Date     Condition        Report By
 FQ0682  HISTORY     - 1976     MONUMENTED       AZDT
 FQ0682
 FQ0682                          STATION DESCRIPTION
 FQ0682
 FQ0682'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 FQ0682'THE STATION IS LOCATED ABOUT 14.5 MILES NORTHEAST OF FLAGSTAFF ON
 FQ0682'TOP OF A BALD HILL CALLED WILD BILL HILL.
 FQ0682'
 FQ0682'THE STATION IS AN AZDT HWY. DIVISION DISK STAMPED WILD 1976 AND
 FQ0682'IS EPOXIED IN A DRILL HOLE IN BEDROCK.  STATION IS ON HIGHEST POINT
 FQ0682'OF HILL MARKED WITH A WITNESS POST AND SIGN 3 FEET TO THE NORTH.
 FQ0682'
 FQ0682'REFERENCE MARK 1 IS AN AZDT HWY. DIVISION DISK STAMPED WILD RM 1
 FQ0682'1976 AND IS EPOXIED TO A LAVA BOULDER PROJECTING ABOVE GROUND 0.2
 FQ0682'FEET AND ABOUT 1.5 FEET LOWER THAN STATION.
 FQ0682'
 FQ0682'REFERENCE MARK 2 IS AN AZDT HWY. DIVISION DISK STAMPED WILD RM
 FQ0682'2 1976 AND IS EPOXIED TO A LAVA ROCK PROJECTING 0.4 FEET AND ABOUT
 FQ0682'1.5 FEET LOWER THAN STATION.
 FQ0682'
 FQ0682'TO REACH THE STATION FROM THE JUNCTION OF I-17 AND I-40 (SOUTH EDGE
 FQ0682'OF FLAGSTAFF), GO WEST ON INTERSTATE 40 FOR 10.45 MILES TO
 FQ0682'BELLEMONT INTERCHANGTAKE THE NORTH OFF-RAMP CROSS-OVER AND
 FQ0682'CONTINUE WEST ON THE ACCESS ROAD FOR 0.75 MILE TO FOREST HWY. 171,
 FQ0682'TURN RIGHT AND GO ON F.S. 171 FOR 4.9 MILES TO F.S. RD. 171C,
 FQ0682'TURN LEFT AND GO 0.6 MILE TO A CROSS TRAIL, TURN RIGHT AND
 FQ0682'CONTINUE ON MAIN TRAVELED ROAD (TRAIL) BEARING LEFT AT A STOCK
 FQ0682'TANK AND A FENCE.  TRAVEL 0.4 MILE TO A WIRE GATE ON RIGHT,
 FQ0682'PASS THROUGH GATE AND TURN A HARD LEFT FOR 200 FEET TO A WELL
 FQ0682'DEFINED TRACK ROAD, CONTINUE ON TRACK ROAD FOR 0.8 MILE TO A
 FQ0682'GATE IN AN E-W FENCE.  GO THROUGH GATE AND CONTINUE ON DIM TRACKS
 FQ0682'UP WILD BILL HILL TO END OF TRUCK TRAVEL.  STATION IS ON TOP OF
 FQ0682'BALD HILL.  ABOUT A 15 MINUTE PACK.
 FQ0682'
 FQ0682'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0198 ***********************************************************************
 DU0198  DESIGNATION -  WILD AZ MK
 DU0198  PID         -  DU0198
 DU0198  STATE/COUNTY-  AZ/GRAHAM
 DU0198  USGS QUAD   -  CALVA (1989)
 DU0198
 DU0198                         *CURRENT SURVEY CONTROL
 DU0198  ___________________________________________________________________
 DU0198* NAD 83(1986)-  33 13 45.     (N)    110 09 31.     (W)     SCALED    
 DU0198* NAVD 88     -      1003.245  (meters)    3291.48   (feet)  ADJUSTED  
 DU0198  ___________________________________________________________________
 DU0198  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DU0198  DYNAMIC HT  -        1001.857 (meters)    3286.93  (feet)  COMP
 DU0198  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 DU0198
 DU0198  VERT ORDER  -  SECOND    CLASS 0
 DU0198
 DU0198.The horizontal coordinates were scaled from a topographic map and have
 DU0198.an estimated accuracy of +/- 6 seconds.
 DU0198
 DU0198.The orthometric height was determined by differential leveling
 DU0198.and adjusted in June 1991.
 DU0198
 DU0198.The geoid height was determined by GEOID03.
 DU0198
 DU0198.The dynamic height is computed by dividing the NAVD 88
 DU0198.geopotential number by the normal gravity value computed on the
 DU0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0198.degrees latitude (g = 980.6199 gals.).
 DU0198
 DU0198.The modeled gravity was interpolated from observed gravity values.
 DU0198
 DU0198;                    North         East    Units  Estimated Accuracy
 DU0198;SPC AZ E     -   247,170.      214,110.      MT  (+/- 180 meters Scaled)
 DU0198
 DU0198                          SUPERSEDED SURVEY CONTROL
 DU0198
 DU0198  NGVD 29 (??/??/92) 1002.636  (m)         3289.48   (f) ADJ UNCH    2 0
 DU0198
 DU0198.Superseded values are not recommended for survey control.
 DU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0198.See file dsdata.txt to determine how the superseded data were derived.
 DU0198
 DU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB783770(NAD 83)
 DU0198_MARKER: DZ = AZIMUTH MARK DISK
 DU0198_SETTING: 66 = SET IN ROCK OUTCROP
 DU0198_SP_SET: BEDROCK
 DU0198_STAMPING: WILD 1945
 DU0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0198+STABILITY: POSITION/ELEVATION WELL
 DU0198
 DU0198  HISTORY     - Date     Condition        Report By
 DU0198  HISTORY     - 1945     MONUMENTED       CGS
 DU0198  HISTORY     - 1952     GOOD             NGS
 DU0198
 DU0198                          STATION DESCRIPTION
 DU0198
 DU0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0198'4.4 MI NE FROM CALVA.
 DU0198'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0198'COMPANY RAILROAD STATION AT CALVA, THENCE 3.9 MILES NORTHEAST ALONG
 DU0198'THE CALVA - ASH CREEK ROAD, ON TOP OF A PROMINENT HILL, 48 FEET WEST
 DU0198'OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, 7
 DU0198'FEET EAST OF THE WEST EDGE OF THE HILL, ABOUT LEVEL WITH THE ROAD, AND
 DU0198'SET IN THE TOP OF A BEDROCK ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0196 ***********************************************************************
 DU0196  DESIGNATION -  WILD RM 1
 DU0196  PID         -  DU0196
 DU0196  STATE/COUNTY-  AZ/GRAHAM
 DU0196  USGS QUAD   -  CALVA (1989)
 DU0196
 DU0196                         *CURRENT SURVEY CONTROL
 DU0196  ___________________________________________________________________
 DU0196* NAD 83(1986)-  33 14 08.     (N)    110 09 04.     (W)     SCALED    
 DU0196* NAVD 88     -      1038.322  (meters)    3406.56   (feet)  ADJUSTED  
 DU0196  ___________________________________________________________________
 DU0196  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DU0196  DYNAMIC HT  -        1036.877 (meters)    3401.82  (feet)  COMP
 DU0196  MODELED GRAV-     979,211.6   (mgal)                       NAVD 88
 DU0196
 DU0196  VERT ORDER  -  SECOND    CLASS 0
 DU0196
 DU0196.The horizontal coordinates were scaled from a topographic map and have
 DU0196.an estimated accuracy of +/- 6 seconds.
 DU0196
 DU0196.The orthometric height was determined by differential leveling
 DU0196.and adjusted in June 1991.
 DU0196
 DU0196.The geoid height was determined by GEOID03.
 DU0196
 DU0196.The dynamic height is computed by dividing the NAVD 88
 DU0196.geopotential number by the normal gravity value computed on the
 DU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0196.degrees latitude (g = 980.6199 gals.).
 DU0196
 DU0196.The modeled gravity was interpolated from observed gravity values.
 DU0196
 DU0196;                    North         East    Units  Estimated Accuracy
 DU0196;SPC AZ E     -   247,870.      214,810.      MT  (+/- 180 meters Scaled)
 DU0196
 DU0196                          SUPERSEDED SURVEY CONTROL
 DU0196
 DU0196  NGVD 29 (??/??/92) 1037.706  (m)         3404.54   (f) ADJ UNCH    2 0
 DU0196
 DU0196.Superseded values are not recommended for survey control.
 DU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0196.See file dsdata.txt to determine how the superseded data were derived.
 DU0196
 DU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB790777(NAD 83)
 DU0196_MARKER: DR = REFERENCE MARK DISK
 DU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0196_STAMPING: WILD NO. 1 1945
 DU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0196+STABILITY: SURFACE MOTION
 DU0196
 DU0196  HISTORY     - Date     Condition        Report By
 DU0196  HISTORY     - 1945     MONUMENTED       CGS
 DU0196  HISTORY     - 1952     GOOD             NGS
 DU0196
 DU0196                          STATION DESCRIPTION
 DU0196
 DU0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0196'5.0 MI NE FROM CALVA.
 DU0196'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0196'COMPANY RAILROAD STATION AT CALVA, THENCE 4.5 MILES NORTHEAST ALONG
 DU0196'THE CALVA - ASH CREEK ROAD, ON TOP OF A LONG RIDGE, 62 FEET SOUTHEAST
 DU0196'OF THE CENTER LINE OF THE ROAD, 38.4 FEET SOUTHEAST OF TRIANGULATION
 DU0196'STATION WILD, 35 FEET SOUTHEAST OF A WITNESS POST, 26 FEET SOUTHEAST
 DU0196'OF THE CENTER LINE OF A PORTION OF THE OLD ROAD, ABOUT 2 FEET HIGHER
 DU0196'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 DU0196'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0197 ***********************************************************************
 DU0197  DESIGNATION -  WILD RM 2
 DU0197  PID         -  DU0197
 DU0197  STATE/COUNTY-  AZ/GRAHAM
 DU0197  USGS QUAD   -  CALVA (1989)
 DU0197
 DU0197                         *CURRENT SURVEY CONTROL
 DU0197  ___________________________________________________________________
 DU0197* NAD 83(1986)-  33 14 08.     (N)    110 09 04.     (W)     SCALED    
 DU0197* NAVD 88     -      1037.925  (meters)    3405.26   (feet)  ADJUSTED  
 DU0197  ___________________________________________________________________
 DU0197  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DU0197  DYNAMIC HT  -        1036.481 (meters)    3400.52  (feet)  COMP
 DU0197  MODELED GRAV-     979,211.6   (mgal)                       NAVD 88
 DU0197
 DU0197  VERT ORDER  -  SECOND    CLASS 0
 DU0197
 DU0197.The horizontal coordinates were scaled from a topographic map and have
 DU0197.an estimated accuracy of +/- 6 seconds.
 DU0197
 DU0197.The orthometric height was determined by differential leveling
 DU0197.and adjusted in June 1991.
 DU0197
 DU0197.The geoid height was determined by GEOID03.
 DU0197
 DU0197.The dynamic height is computed by dividing the NAVD 88
 DU0197.geopotential number by the normal gravity value computed on the
 DU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0197.degrees latitude (g = 980.6199 gals.).
 DU0197
 DU0197.The modeled gravity was interpolated from observed gravity values.
 DU0197
 DU0197;                    North         East    Units  Estimated Accuracy
 DU0197;SPC AZ E     -   247,870.      214,810.      MT  (+/- 180 meters Scaled)
 DU0197
 DU0197                          SUPERSEDED SURVEY CONTROL
 DU0197
 DU0197  NGVD 29 (??/??/92) 1037.309  (m)         3403.24   (f) ADJ UNCH    2 0
 DU0197
 DU0197.Superseded values are not recommended for survey control.
 DU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0197.See file dsdata.txt to determine how the superseded data were derived.
 DU0197
 DU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB790777(NAD 83)
 DU0197_MARKER: DR = REFERENCE MARK DISK
 DU0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0197_STAMPING: WILD NO. 2 1945
 DU0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0197+STABILITY: SURFACE MOTION
 DU0197
 DU0197  HISTORY     - Date     Condition        Report By
 DU0197  HISTORY     - 1945     MONUMENTED       CGS
 DU0197  HISTORY     - 1952     GOOD             NGS
 DU0197
 DU0197                          STATION DESCRIPTION
 DU0197
 DU0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DU0197'5.0 MI NE FROM CALVA.
 DU0197'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0197'COMPANY RAILROAD STATION AT CALVA, THENCE 4.5 MILES NORTHEAST ALONG
 DU0197'THE CALVA - ASH CREEK ROAD, ON TOP OF A LONG RIDGE, 36.2 FEET
 DU0197'SOUTHWEST OF TRIANGULATION STATION WILD, 15 FEET SOUTHEAST OF THE
 DU0197'CENTER LINE OF THE ROAD, 27 FEET NORTHWEST OF THE CENTER LINE OF A
 DU0197'PORTION OF THE OLD ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 DU0197'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0584 ***********************************************************************
 GP0584  DESIGNATION -  WILDCAT
 GP0584  PID         -  GP0584
 GP0584  STATE/COUNTY-  AZ/COCONINO
 GP0584  USGS QUAD   -  BIG WHISKER WELL (1981)
 GP0584
 GP0584                         *CURRENT SURVEY CONTROL
 GP0584  ___________________________________________________________________
 GP0584* NAD 83(1992)-  36 22 31.79318(N)    111 02 20.93346(W)     ADJUSTED  
 GP0584* NAVD 88     -      2034.7    (meters)    6676.     (feet)  VERTCON   
 GP0584  ___________________________________________________________________
 GP0584  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 GP0584  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 GP0584  HORZ ORDER  -  SECOND
 GP0584
 GP0584.The horizontal coordinates were established by classical geodetic methods
 GP0584.and adjusted by the National Geodetic Survey in August 1993.
 GP0584
 GP0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0584
 GP0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0584
 GP0584.The geoid height was determined by GEOID03.
 GP0584
 GP0584;                    North         East     Units Scale Factor Converg.
 GP0584;SPC AZ C     -   596,532.536   292,096.570   MT  0.99997636   +0 31 13.7
 GP0584;SPC AZ C     - 1,957,127.74    958,322.08   iFT  0.99997636   +0 31 13.7
 GP0584;UTM  12      - 4,025,598.702   496,488.470   MT  0.99960015   -0 01 23.6
 GP0584
 GP0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0584!SPC AZ C     -   0.99968426  x   0.99997636  =   0.99966062
 GP0584!UTM  12      -   0.99968426  x   0.99960015  =   0.99928453
 GP0584
 GP0584:                Primary Azimuth Mark                     Grid Az
 GP0584:SPC AZ C     -  TONALEA WATER TANK                       125 25 12.6
 GP0584:UTM  12      -  TONALEA WATER TANK                       125 57 49.9
 GP0584
 GP0584|---------------------------------------------------------------------|
 GP0584| PID    Reference Object                     Distance      Geod. Az  |
 GP0584|                                                           dddmmss.s |
 GP0584| GP0645 TONALEA WATER TANK                  APPROX. 9.9 KM 1255626.3 |
 GP0584| CH4571 WILDCAT RM 1                          8.651 METERS 19711     |
 GP0584| CH4572 WILDCAT RM 2                          4.919 METERS 35153     |
 GP0584|---------------------------------------------------------------------|
 GP0584
 GP0584                          SUPERSEDED SURVEY CONTROL
 GP0584
 GP0584  NAD 83(1986)-  36 22 31.79340(N)    111 02 20.93122(W) AD(       ) 2
 GP0584  NAD 27      -  36 22 31.82852(N)    111 02 18.38958(W) AD(       ) 2
 GP0584  NGVD 29 (07/19/86) 2033.7    (m)         6672.     (f) VERT ANG    3  
 GP0584
 GP0584.Superseded values are not recommended for survey control.
 GP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0584.See file dsdata.txt to determine how the superseded data were derived.
 GP0584
 GP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9648825599(NAD 83)
 GP0584_MARKER: DD = SURVEY DISK
 GP0584_SETTING: 66 = SET IN ROCK OUTCROP
 GP0584
 GP0584  HISTORY     - Date     Condition        Report By
 GP0584  HISTORY     - 1970     MONUMENTED       USGS
 GP0584
 GP0584                          STATION DESCRIPTION
 GP0584
 GP0584'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0584'RM 1, TO RM 2 (NOT MEASURED).
 GP0584'
 GP0584'INSTRUMENT STAND 5.1 FT ABOVE STATION MARK.
 GP0584'
 GP0584'LOCATED ABOUT 21 MI NE. OF TUBA CITY.  ABOUT 8 MI NW. OF TONALEA.  ON
 GP0584'A CONE SHAPED PEAK KNOWN AS WILDCAT PEAK.
 GP0584'
 GP0584'REACHED BY HELICOPTER.  MAY BE REACHED BY DRIVING NW. FROM TONALEA
 GP0584'SCHOOL TOWARD KAIBITO FOR ABOUT 5.5 MI.  THENCE W. TO BASE OF HILL
 GP0584'AND END OF TRUCK TRAVEL.  PACK TO TOP.  ABOUT A 30-MINUTE PACK.
 GP0584'
 GP0584'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED WILDCAT 1970
 GP0584'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 GP0584'
 GP0584'REFERENCE MARK NO 1--A STANDARD BRONZE TABLET STAMPED NO 1 1970
 GP0584'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 GP0584'
 GP0584'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1970
 GP0584'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0734 ***********************************************************************
 DT0734  DESIGNATION -  WILDCAT
 DT0734  PID         -  DT0734
 DT0734  STATE/COUNTY-  AZ/APACHE
 DT0734  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0734
 DT0734                         *CURRENT SURVEY CONTROL
 DT0734  ___________________________________________________________________
 DT0734* NAD 83(1992)-  33 45 04.06204(N)    109 29 51.29217(W)     ADJUSTED  
 DT0734* NAVD 88     -      2497.6    (meters)    8194.     (feet)  VERTCON   
 DT0734  ___________________________________________________________________
 DT0734  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 DT0734  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DT0734  HORZ ORDER  -  THIRD
 DT0734
 DT0734.The horizontal coordinates were established by classical geodetic methods
 DT0734.and adjusted by the National Geodetic Survey in August 1993.
 DT0734
 DT0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0734
 DT0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0734
 DT0734.The geoid height was determined by GEOID03.
 DT0734
 DT0734;                    North         East     Units Scale Factor Converg.
 DT0734;SPC AZ E     -   305,252.824   275,347.348   MT  0.99994735   +0 22 18.3
 DT0734;SPC AZ E     - 1,001,485.64    903,370.56   iFT  0.99994735   +0 22 18.3
 DT0734;UTM  12      - 3,735,575.929   639,154.587   MT  0.99983872   +0 50 05.5
 DT0734
 DT0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0734!SPC AZ E     -   0.99961166  x   0.99994735  =   0.99955903
 DT0734!UTM  12      -   0.99961166  x   0.99983872  =   0.99945044
 DT0734
 DT0734|---------------------------------------------------------------------|
 DT0734| PID    Reference Object                     Distance      Geod. Az  |
 DT0734|                                                           dddmmss.s |
 DT0734| CD3843 WILDCAT RM 1                         12.075 METERS 10424     |
 DT0734| CD3844 WILDCAT RM 2                          8.262 METERS 20506     |
 DT0734| DT0794 ODART LOOKOUT TOWER                 APPROX.14.2 KM 2595131.1 |
 DT0734|---------------------------------------------------------------------|
 DT0734
 DT0734                          SUPERSEDED SURVEY CONTROL
 DT0734
 DT0734  NAD 83(1986)-  33 45 04.06047(N)    109 29 51.29443(W) AD(       ) 3
 DT0734  NAD 27      -  33 45 03.88080(N)    109 29 48.97540(W) AD(       ) 3
 DT0734  NGVD 29 (07/19/86) 2496.5    (m)         8191.     (f) VERT ANG    3  
 DT0734
 DT0734.Superseded values are not recommended for survey control.
 DT0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0734.See file dsdata.txt to determine how the superseded data were derived.
 DT0734
 DT0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3915535576(NAD 83)
 DT0734_MARKER: DS = TRIANGULATION STATION DISK
 DT0734_SETTING: 80 = SET IN A BOULDER
 DT0734_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0734
 DT0734  HISTORY     - Date     Condition        Report By
 DT0734  HISTORY     - 1960     MONUMENTED       CGS
 DT0734  HISTORY     - 1972     GOOD             AZHD
 DT0734
 DT0734                          STATION DESCRIPTION
 DT0734
 DT0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0734'THE STATION IS LOCATED ON THE SOUTH SLOPE OF A TIMBER COVERED
 DT0734'HILL, ABOUT 28 MILES SOUTH-SOUTHWEST OF SPRINGERVILLE, 3 MILES
 DT0734'NORTHEAST OF MAVERICK AND 0.2 MILE WEST OF THE APACHE-GREENLEE
 DT0734'COUNTY LINE.
 DT0734'
 DT0734'TO REACH THE STATION FROM THE STORE AND SERVICE STATION IN
 DT0734'MAVERICK, GO NORTHEAST ON GRADED ROAD FOR 0.15 MILE TO A FORK,
 DT0734'TAKE THE LEFT FORK AND GO UP GRADE FOR 4.65 MILES TO A FORK,
 DT0734'TAKE THE RIGHT FORK AND CONTINUE ON GRADED ROAD FOR 0.3 MILE
 DT0734'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON GRADED ROAD FOR
 DT0734'0.7 MILE TO A TRIANGULAR BLAZED TREE ON THE LEFT AND A DIM FORK,
 DT0734'TAKE THE RIGHT FORK AND FOLLOW OLD LOGGING ROAD SOUTHERLY AROUND
 DT0734'THE BASE OF HILL FOR 1.3 MILES TO A TRIANGULAR BLAZED TREE ON
 DT0734'THE RIGHT AND THE STATION.
 DT0734'
 DT0734'THE STATION MARK, STAMPED WILDCAT 1960, IS A STANDARD DISK CEMENTED
 DT0734'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS
 DT0734'105 FEET NORTH OF THE OLD LOGGING ROAD AND 21 FEET SOUTH OF
 DT0734'A WITNESS SIGN THAT IS NAILED TO A 10 INCH PINE TREE.
 DT0734'
 DT0734'REFERENCE MARK 1, STAMPED WILDCAT NO 1 1960, IS A STANDARD
 DT0734'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 DT0734'INCHES.
 DT0734'
 DT0734'REFERENCE MARK 2, STAMPED WILDCAT NO 2 1960, IS A STANDARD
 DT0734'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 DT0734'18 INCHES.
 DT0734'
 DT0734'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 DT0734
 DT0734                          STATION RECOVERY (1972)
 DT0734
 DT0734'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 DT0734'GENERAL LOCATION AS PER DESCRIPTION
 DT0734'
 DT0734'TO REACH AS PER DESCRIPTION WITH THE FOLLOWING ADDITIONS.
 DT0734'THE TOWN OF MAVERICK HAS BEEN ABANDONED AND IS BEING TORN
 DT0734'DOWN.  THE LAST SENTENCE SHOULD READ TAKE THE RT. FORK AND
 DT0734'FOLLOW OLD LOGGING ROAD SOUTHERLY AROUND THE BASE OF HILL
 DT0734'FOR 0.4 MILES, FORK LEFT DOWN OLD ROAD THAT HAS BEEN REPLANTED
 DT0734'WITH 3 FT PINE TREES FOR 0.65 MILES TO A SMALL CLEARING ON
 DT0734'THE LEFT AND THE STATION.
 DT0734'
 DT0734'STATION MARK GOOD
 DT0734'
 DT0734'REFERENCE MARKS R.M. 1 AND 2 GOOD
 DT0734'
 DT0734'AZIMUTH MARK NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2224 ***********************************************************************
 DU2224  DESIGNATION -  WILDCAT
 DU2224  PID         -  DU2224
 DU2224  STATE/COUNTY-  AZ/MARICOPA
 DU2224  USGS QUAD   -  WILDCAT HILL (1981)
 DU2224
 DU2224                         *CURRENT SURVEY CONTROL
 DU2224  ___________________________________________________________________
 DU2224* NAD 83(1992)-  33 50 54.59417(N)    111 50 09.43356(W)     ADJUSTED  
 DU2224* NAVD 88     -      1001.4    (meters)    3285.     (feet)  VERTCON   
 DU2224  ___________________________________________________________________
 DU2224  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DU2224  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DU2224  HORZ ORDER  -  SECOND
 DU2224
 DU2224.The horizontal coordinates were established by classical geodetic methods
 DU2224.and adjusted by the National Geodetic Survey in August 1993.
 DU2224
 DU2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2224
 DU2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2224
 DU2224.The geoid height was determined by GEOID03.
 DU2224
 DU2224;                    North         East     Units Scale Factor Converg.
 DU2224;SPC AZ C     -   315,853.747   220,829.110   MT  0.99990069   +0 02 41.8
 DU2224;SPC AZ C     - 1,036,265.57    724,504.95   iFT  0.99990069   +0 02 41.8
 DU2224;UTM  12      - 3,745,672.243   422,663.651   MT  0.99967373   -0 27 56.3
 DU2224
 DU2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2224!SPC AZ C     -   0.99984728  x   0.99990069  =   0.99974798
 DU2224!UTM  12      -   0.99984728  x   0.99967373  =   0.99952106
 DU2224
 DU2224:                Primary Azimuth Mark                     Grid Az
 DU2224:SPC AZ C     -  WILDCAT AZ MK                            009 16 38.0
 DU2224:UTM  12      -  WILDCAT AZ MK                            009 47 16.1
 DU2224
 DU2224|---------------------------------------------------------------------|
 DU2224| PID    Reference Object                     Distance      Geod. Az  |
 DU2224|                                                           dddmmss.s |
 DU2224| CH5739 WILDCAT AZ MK                                      0091919.8 |
 DU2224| CH5740 WILDCAT RM 1                          4.541 METERS 05247     |
 DU2224| CH5741 WILDCAT RM 2                          4.161 METERS 13423     |
 DU2224|---------------------------------------------------------------------|
 DU2224
 DU2224                          SUPERSEDED SURVEY CONTROL
 DU2224
 DU2224  NAD 83(1986)-  33 50 54.58840(N)    111 50 09.43730(W) AD(       ) 2
 DU2224  NAD 27      -  33 50 54.44500(N)    111 50 06.92000(W) AD(       ) 2
 DU2224  NGVD 29 (07/19/86) 1000.7    (m)         3283.     (f) VERT ANG    3  
 DU2224
 DU2224.Superseded values are not recommended for survey control.
 DU2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2224.See file dsdata.txt to determine how the superseded data were derived.
 DU2224
 DU2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC2266445672(NAD 83)
 DU2224_MARKER: DS = TRIANGULATION STATION DISK
 DU2224_SETTING: 66 = SET IN ROCK OUTCROP
 DU2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2224+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 DU2224
 DU2224  HISTORY     - Date     Condition        Report By
 DU2224  HISTORY     - 1946     MONUMENTED       CGS
 DU2224  HISTORY     - 1966     GOOD             CGS
 DU2224  HISTORY     - 1967     GOOD             AMS
 DU2224  HISTORY     - 1971     GOOD             NGS
 DU2224  HISTORY     - 20020112 GOOD             USPSQD
 DU2224  HISTORY     - 20020928 GOOD             USPSQD
 DU2224  HISTORY     - 20061006 GOOD             GEOCAC
 DU2224
 DU2224                          STATION DESCRIPTION
 DU2224
 DU2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 DU2224'THE STATION IS LOCATED ON THE TOP OF A SMALL KNOLL, WHICH IS
 DU2224'ONE OF A GROUP OF HILLS KNOWN LOCALLY AS THE WILDCAT HILLS.
 DU2224'IN APPROXIMATE AIRLINE DISTANCES IT IS LOCATED 25 MILES NORTH
 DU2224'OF MESA, 6-1/2 MILES EAST-NORTHEAST OF CAVE CREEK, 0.1 MILE
 DU2224'SOUTHWEST OF THE JUNCTION OF THE HORSE SHOE DAM AND BLOODY
 DU2224'BAIN ROADS, AND 81 FEET NORTHWEST OF THE CENTER OF THE CAVE
 DU2224'CREEK TO HORSE SHOE DAM AND BLOODY BASIN ROAD.
 DU2224'
 DU2224'TO REACH THE STATION FROM THE CAVE CREEK POST OFFICE, GO
 DU2224'EASTERLY ON THE HORSE SHOE AND BARTLETT DAM ROAD FOR 1.15 MILES
 DU2224'TO THE END OF THE MACADAM ROAD, HERE CONTINUE ON THE WELL
 DU2224'GRADED ROAD FOR 2.4 MILES TO THE CATTLE GUARD MARKING THE
 DU2224'ENTRANCE INTO THE TONTO NATIONAL FOREST.  CROSS OVER THIS
 DU2224'CATTLE GUARD AND GO FOR 3.85 MILES TO A TOP OF A SMALL RISE AND
 DU2224'THE STATION ON THE LEFT OR NORTHWEST.  (THIS POINT IS JUST 0.1
 DU2224'MILE BEFORE REACHING A CATTLE GUARD AND MAIN FORK IN THE
 DU2224'ROAD.)
 DU2224'
 DU2224'THE STATION IS A STANDARD TRIANGULATION STATION MARK STAMPED
 DU2224'WILDCAT 1946, SET IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 DU2224'2 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED ABOUT
 DU2224'81 FEET NORTHWEST AND 10 FEET HIGHER THAN THE CENTER OF THE
 DU2224'ROAD, AND IS 12.5 FEET WEST-SOUTHWEST OF THE 4 INCH WHITE
 DU2224'WITNESS POST.
 DU2224'
 DU2224'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK STAMPED
 DU2224'WILDCAT NO 1 1946, SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU2224'ABOUT 2-1/2 FEET ABOVE THE SURROUNDING SURFACE AND IS ABOUT
 DU2224'3 FEET ABOVE THE STATION.  IT IS LOCATED NORTHEAST OF THE
 DU2224'STATION.
 DU2224'
 DU2224'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK STAMPED
 DU2224'WILDCAT NO 2 1946, SET IN OUTCROPPING BEDROCK WHICH PROJECTS
 DU2224'ABOUT 14 INCHES ABOVE THE SURROUNDING SURFACE AND IS ABOUT
 DU2224'4 INCHES ABOVE THE STATION.  IT IS LOCATED SOUTHEAST OF THE
 DU2224'STATION.
 DU2224'
 DU2224'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK STAMPED WILDCAT 1946,
 DU2224'SET IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6-1/2 FEET
 DU2224'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 3/4 MILE NORTH OF
 DU2224'THE STATION, 41-1/2 FEET NORTHWEST OF THE DIM TRACK ROAD, AND
 DU2224'5 FEET SOUTHWEST OF A 4 INCH WHITE WITNESS POST.  TO REACH THE
 DU2224'AZIMUTH MARK FROM THE STATION GO EAST ON THE MAIN ROAD FOR 0.1
 DU2224'MILE TO A FORK.  TAKE THE LEFT FORK AS PER SIGN TO CAMP CREEK
 DU2224'AND GO FOR 1.25 MILES TO A ROAD LEADING OFF TO THE LEFT.  TAKE
 DU2224'THE LEFT ROAD HERE AS PER SIGN NELSONS MINE AND GO FOR 0.2
 DU2224'MILES TO A DIM LEFT FORK.  TAKE THIS DIM LEFT FORK AND
 DU2224'FOLLOW THE TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK.
 DU2224'
 DU2224'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 DU2224
 DU2224                          STATION RECOVERY (1966)
 DU2224
 DU2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 DU2224'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 DU2224'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DU2224'AZIMUTH MARK WAS NOT LOCATED AT THIS DATE.  A NEW AND COMPLETE
 DU2224'DESCRIPTION FOLLOWS.
 DU2224'
 DU2224'TO REACH THE STATION FROM THE POST OFFICE IN CAVE CREEK, GO
 DU2224'SOUTHEAST ON CAVE CREEK ROAD FOR 1.15 MILES TO THE BUSINESS
 DU2224'CENTER AND SUNSHINE WAY ROAD IN CAREFREE, CONTINUE EAST AND
 DU2224'NORTHEAST ON CAVE CREEK ROAD FOR 6.1 MILES TO SMALL RISE AND
 DU2224'THE STATION ON THE LEFT.  A MICRO WAVE TOWER IS 0.3 SOUTHEAST
 DU2224'OF THE STATION.
 DU2224'
 DU2224'THE STATION MARK, A STANDARD DISK STAMPED WILDCAT 1946, IS
 DU2224'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 DU2224'2-INCHES ABOVE THE GROUND.  IT IS 80 FEET NORTH OF THE ROAD.
 DU2224'
 DU2224'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED WILDCAT NO 1
 DU2224'1946, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2224'PROJECTING 2.5 FEET ABOVE THE GROUND.
 DU2224'
 DU2224'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED WILDCAT
 DU2224'NO 2 1946, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DU2224'PROJECTING 14-INCHES ABOVE THE GROUND.
 DU2224'
 DU2224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 DU2224'NORTHEAST OF CAVE CREEK.
 DU2224
 DU2224                          STATION RECOVERY (1967)
 DU2224
 DU2224'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (JLW)
 DU2224'THE STATION MARK, AZ MK. AND R.M. 1 AND 2 WERE RECOVERED AS
 DU2224'DESCRIBED IN GOOD CONDITION.
 DU2224'
 DU2224'REFERENCE MEASUREMENTS TO R.M.S
 DU2224'
 DU2224'R.M. NO. 1 PUB. DIST = 14.897 FT. CHECK DIST = 15.1 FT.
 DU2224'
 DU2224'R.M. NO. 2 PUB. DIST = 13.656 FT. CHECK DIST = 13.7 FT.
 DU2224
 DU2224                          STATION RECOVERY (1971)
 DU2224
 DU2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLW)
 DU2224'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DU2224'CONDITION A NEW DESCRIPTION FOLLOWS.
 DU2224'
 DU2224'STATION IS LOCATED ABOUT 11-3/4 MILES, AIRLINE, WEST-NORTHWEST
 DU2224'OF BARTLETT LAKE, 11-3/4 MILES, AIRLINE, SOUTHWEST OF HORSESHOE
 DU2224'RESERVOIR, 6-1/2 MILES, AIRLINE, EAST-NORTHEAST OF THE VILLAGE
 DU2224'OF CAVE CREEK.
 DU2224'
 DU2224'TO REACH FROM THE U.S. POST OFFICE IN CAVE CREEK, (WRIGHT
 DU2224'LANE AND CAVE CREEK ROAD), GO EASTERLY ON CAVE CREEK ROAD FOR
 DU2224'2.7 MILES TO A CROSSROADS, (CAVE CREEK ROAD AND MULE TRAIN ROAD),
 DU2224'CONTINUE NORTHEASTERLY ON CAVE CREEK ROAD FOR 1 MILE TO A
 DU2224'CROSSROAD, (PIMA ROAD), CONTINUE NORTHEAST ON CAVE CREEK ROAD
 DU2224'FOR 4.1 MILES TO A SIGN ON THE LEFT.  (CAUTION OPEN RANGE) AND
 DU2224'A SLIGHT KNOLE AND OUTCROPPING BOULDERS AND THE STATION.  THE
 DU2224'STATION IS ABOUT 0.15 MILE SOUTHWEST OF A MICRO-WAVE TOWER,
 DU2224'0.1 MILE SOUTHWEST OF A CATTLE GUARD ACROSS CAVE CREEK ROAD,
 DU2224'AND 0.15 MILE SOUTHWEST OF A T ROAD INTERSECTION AND SIGN 7
 DU2224'SPRINGS-HORSESHOE DAM-BARTLETT LAKE.
 DU2224'
 DU2224'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED
 DU2224'IN GOOD CONDITION.
 DU2224'
 DU2224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST
 DU2224'NORTHEAST OF CAVE CREEK.
 DU2224
 DU2224                          STATION RECOVERY (2002)
 DU2224
 DU2224'RECOVERY NOTE BY US POWER SQUADRON 2002 (CP)
 DU2224'RECOVERED IN GOOD CONDITION.
 DU2224
 DU2224                          STATION RECOVERY (2002)
 DU2224
 DU2224'RECOVERY NOTE BY US POWER SQUADRON 2002
 DU2224'THE STATION MARK DISK IS MISSING. REFERENCE MARKS 1 AND 2 FOUND IN
 DU2224'GOOD CONDITION. AZIMUTH MARK NOT LOCATED ON THIS DATE.
 DU2224' 
 DU2224'THE STATION IS LOCATED 0.1 MI SIUTH OF THE INTERSECTION OF BARTLETT
 DU2224'DAM RD AND 100 FT WEST OF CAVE CREEK RD AND 25 FT EAST OF DESERT
 DU2224'HIGHLANDS PERIMETER WALL. THERE IS NO LONGER A MICROWAVE TOWER OR
 DU2224'CATTLE GUARD AS PREVIOUSLY DESCRIBED.
 DU2224
 DU2224                          STATION RECOVERY (2006)
 DU2224
 DU2224'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2224'THE MISSING STATION DISK HAS APPARENTLY BEEN PROFESSIONALLY REPLACED
 DU2224'WITH A SUBSTITUTE. A METAL OBJECT WITH THE EXPECTED PUNCH MARK IS NOW
 DU2224'CEMENTED IN THE DRILL HOLE. RM1 AND RM2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0681 ***********************************************************************
 FP0681  DESIGNATION -  WILDLIFE
 FP0681  PID         -  FP0681
 FP0681  STATE/COUNTY-  AZ/APACHE
 FP0681  USGS QUAD   -  DEEP LAKE (1972)
 FP0681
 FP0681                         *CURRENT SURVEY CONTROL
 FP0681  ___________________________________________________________________
 FP0681* NAD 83(1992)-  35 03 30.05839(N)    109 14 09.71287(W)     ADJUSTED  
 FP0681* NAVD 88     -      2053.1    (meters)    6736.     (feet)  VERTCON   
 FP0681  ___________________________________________________________________
 FP0681  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 FP0681  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FP0681  HORZ ORDER  -  SECOND
 FP0681
 FP0681.The horizontal coordinates were established by classical geodetic methods
 FP0681.and adjusted by the National Geodetic Survey in August 1993.
 FP0681
 FP0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0681
 FP0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0681
 FP0681.The geoid height was determined by GEOID03.
 FP0681
 FP0681;                    North         East     Units Scale Factor Converg.
 FP0681;SPC AZ E     -   450,442.956   298,248.433   MT  0.99998878   +0 32 04.6
 FP0681;SPC AZ E     - 1,477,831.22    978,505.36   iFT  0.99998878   +0 32 04.6
 FP0681;UTM  12      - 3,880,936.456   660,859.426   MT  0.99991891   +1 00 48.5
 FP0681
 FP0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0681!SPC AZ E     -   0.99968142  x   0.99998878  =   0.99967021
 FP0681!UTM  12      -   0.99968142  x   0.99991891  =   0.99960036
 FP0681
 FP0681|---------------------------------------------------------------------|
 FP0681| PID    Reference Object                     Distance      Geod. Az  |
 FP0681|                                                           dddmmss.s |
 FP0681| CS5200 WILDLIFE RM 1                         9.594 METERS 17725     |
 FP0681| CS5201 WILDLIFE RM 2                         9.293 METERS 35534     |
 FP0681|---------------------------------------------------------------------|
 FP0681
 FP0681                          SUPERSEDED SURVEY CONTROL
 FP0681
 FP0681  NAD 83(1986)-  35 03 30.05211(N)    109 14 09.71255(W) AD(       ) 2
 FP0681  NGVD 29 (01/29/91) 2052.1    (m)         6733.     (f) VERT ANG    3  
 FP0681
 FP0681.Superseded values are not recommended for survey control.
 FP0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0681.See file dsdata.txt to determine how the superseded data were derived.
 FP0681
 FP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD6085980936(NAD 83)
 FP0681_MARKER: DS = TRIANGULATION STATION DISK
 FP0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0681+STABILITY: SURFACE MOTION
 FP0681
 FP0681  HISTORY     - Date     Condition        Report By
 FP0681  HISTORY     - 1982     MONUMENTED       AZDT
 FP0681
 FP0681                          STATION DESCRIPTION
 FP0681
 FP0681'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 FP0681'THE STATION IS LOCATED 14 MILES SOUTHEAST OF SANDERS AND 0.15 MILE
 FP0681'WEST OF U.S. HIGHWAY 666.  IT IS ON TOP OF A LOW RIDGE.
 FP0681'
 FP0681'THE STATION MARK IS AN AZDT DISK STAMPED---WILDLIFE 1982---SET IN TOP
 FP0681'OF A 10 INCH CONCRETE MONUMENT 5 FEET NORTHWEST OF THE WITNESS POST.
 FP0681'
 FP0681'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WILDLIFE RM 1 1982---SET IN
 FP0681'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0681'
 FP0681'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WILDLIFE RM 2 1982---SET IN
 FP0681'TOP OF A 10 INCH CONCRETE MONUMENT.
 FP0681'
 FP0681'TO REACH THE STATION FROM THE POST OFFICE IN SANDERS TRAVEL SOUTH
 FP0681'FOR 0.15 MILE TO INTERSTATE HIGHWAY 40 AND U.S. HIGHWAY 666.
 FP0681'TRAVEL SOUTH ALONG U.S. 666 FOR 14.95 MILES TO A GATE ON THE LEFT AT
 FP0681'MILEPOST 354.85.   TURN LEFT AND TRAVEL EAST FOR 0.45 MILE TO A FORK.
 FP0681'TAKE THE LEFT FORK AND TRAVEL FOR 0.95 MILE TO A GATE. PASS
 FP0681'THROUGH GATE AND CONTINUE NORTH FOR 0.90 MILE TO THE END OF TRUCK
 FP0681'TRAVEL.   PACK NORTHWEST TO A FENCELINE, CROSS FENCE AND PACK TO THE
 FP0681'TOP OF RIDGE, BEAR LEFT OR SOUTHWEST ALONG RIDGE TO THE STATION.
 FP0681'SHOULD THE GATE BE LOCKED CONTACK THE DEPARTMENT OF PUBLIC SAFETY
 FP0681'RADIO SERVICE IN EITHER HOLBROOK OR FLAGSTAFF FOR A KEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0944 ***********************************************************************
 ET0944  DESIGNATION -  WILHOIT
 ET0944  PID         -  ET0944
 ET0944  STATE/COUNTY-  AZ/YAVAPAI
 ET0944  USGS QUAD   -  WILHOIT (1969)
 ET0944
 ET0944                         *CURRENT SURVEY CONTROL
 ET0944  ___________________________________________________________________
 ET0944* NAD 83(1992)-  34 25 00.33317(N)    112 36 03.45498(W)     ADJUSTED  
 ET0944* NAVD 88     -      1457.8    (meters)    4783.     (feet)  VERTCON   
 ET0944  ___________________________________________________________________
 ET0944  LAPLACE CORR-           7.07  (seconds)                    DEFLEC99
 ET0944  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 ET0944  HORZ ORDER  -  THIRD
 ET0944
 ET0944.The horizontal coordinates were established by classical geodetic methods
 ET0944.and adjusted by the National Geodetic Survey in August 1993.
 ET0944
 ET0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0944
 ET0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0944
 ET0944.The geoid height was determined by GEOID03.
 ET0944
 ET0944;                    North         East     Units Scale Factor Converg.
 ET0944;SPC AZ C     -   379,091.038   150,457.886   MT  0.99994875   -0 23 12.4
 ET0944;SPC AZ C     - 1,243,737.00    493,628.23   iFT  0.99994875   -0 23 12.4
 ET0944;UTM  12      - 3,809,528.951   352,873.802   MT  0.99986682   -0 54 18.1
 ET0944
 ET0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0944!SPC AZ C     -   0.99977549  x   0.99994875  =   0.99972426
 ET0944!UTM  12      -   0.99977549  x   0.99986682  =   0.99964234
 ET0944
 ET0944|---------------------------------------------------------------------|
 ET0944| PID    Reference Object                     Distance      Geod. Az  |
 ET0944|                                                           dddmmss.s |
 ET0944| ET0943 HOYT                                 15.530 METERS 11505     |
 ET0944| CH4573 WILHOIT RM 2                         14.985 METERS 22331     |
 ET0944| ET1000 MARTIN                              APPROX.19.7 KM 3064851.2 |
 ET0944|---------------------------------------------------------------------|
 ET0944
 ET0944                          SUPERSEDED SURVEY CONTROL
 ET0944
 ET0944  NAD 83(1986)-  34 25 00.33208(N)    112 36 03.45887(W) AD(       ) 3
 ET0944  NAD 27      -  34 25 00.24158(N)    112 36 00.85165(W) AD(       ) 3
 ET0944  NGVD 29 (07/19/86) 1456.9    (m)         4780.     (f) VERT ANG    3  
 ET0944
 ET0944.Superseded values are not recommended for survey control.
 ET0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0944.See file dsdata.txt to determine how the superseded data were derived.
 ET0944
 ET0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD5287409529(NAD 83)
 ET0944_MARKER: DD = SURVEY DISK
 ET0944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ET0944+WITH SETTING: INFORMATION.
 ET0944_SP_SET: PREFABRICATED CONCRETE POST
 ET0944
 ET0944  HISTORY     - Date     Condition        Report By
 ET0944  HISTORY     - 1969     MONUMENTED       USGS
 ET0944
 ET0944                          STATION DESCRIPTION
 ET0944
 ET0944'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JJW)
 ET0944'LOCATED ABOUT 12.5 MI. (AIRLINE) SW. OF PRESCOTT.  ABOUT 7.5 MI.
 ET0944'SE. OF SKULL VALLEY.  4 MI. NE. OF KIRKLAND JUNCTION.  ABOUT 1000
 ET0944'FT. SW. OF WILHOIT.  ON THE N. SIDE OF U.S. HIGHWAY 89.
 ET0944'
 ET0944'TO REACH FROM KIRKLAND JUNCTION GO NE. ALONG U.S. HIGHWAY 89 FOR
 ET0944'5.1 MI. STATION IS 100 FT. N. OF HIGHWAY.  0.08 MI. NE. OF MILEPOST
 ET0944'294.
 ET0944'
 ET0944'STATION MARK--A STANDARD USGS TABLET STAMPED WILHOIT 1969 SET ON
 ET0944'A COPPERWELD ROD DRIVEN TO REFUSAL AND SET IN A CONCRETE COLLAR.
 ET0944'
 ET0944'REFERENCE MARK NO. 1--ARIZONA HIGHWAY DEPARTMENT TRIANGULATION
 ET0944'TABLET STAMPED P AND M HOYT 1965 SET IN A CONCRETE POST.
 ET0944'
 ET0944'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 ET0944'NO 2 1969 MOUNTED ON A COPPERWELD ROD DRIVEN TO REFUSAL, AND SET IN
 ET0944'A CONCRETE COLLAR, 2.5 FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0576 ***********************************************************************
 DV0576  DESIGNATION -  WILL
 DV0576  PID         -  DV0576
 DV0576  STATE/COUNTY-  AZ/MARICOPA
 DV0576  USGS QUAD   -  FOWLER (1982)
 DV0576
 DV0576                         *CURRENT SURVEY CONTROL
 DV0576  ___________________________________________________________________
 DV0576* NAD 83(1992)-  33 27 51.42456(N)    112 11 46.35807(W)     ADJUSTED  
 DV0576* NAVD 88     -       323.11   (+/-2cm)    1060.1    (feet)  VERTCON   
 DV0576  ___________________________________________________________________
 DV0576  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 DV0576  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV0576  HORZ ORDER  -  SECOND
 DV0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0576
 DV0576.The horizontal coordinates were established by classical geodetic methods
 DV0576.and adjusted by the National Geodetic Survey in August 1993.
 DV0576
 DV0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0576.The vertical order pertains to the NGVD 29 superseded value.
 DV0576
 DV0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0576
 DV0576.The geoid height was determined by GEOID03.
 DV0576
 DV0576;                    North         East     Units Scale Factor Converg.
 DV0576;SPC AZ C     -   273,274.500   187,375.965   MT  0.99990832   -0 09 14.9
 DV0576;SPC AZ C     -   896,569.88    614,750.54   iFT  0.99990832   -0 09 14.9
 DV0576;UTM  12      - 3,703,399.411   388,840.735   MT  0.99975234   -0 39 34.8
 DV0576
 DV0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0576!SPC AZ C     -   0.99995401  x   0.99990832  =   0.99986234
 DV0576!UTM  12      -   0.99995401  x   0.99975234  =   0.99970636
 DV0576
 DV0576|---------------------------------------------------------------------|
 DV0576| PID    Reference Object                     Distance      Geod. Az  |
 DV0576|                                                           dddmmss.s |
 DV0576| DV0575 WILL RM 1                            11.316 METERS 00010     |
 DV0576| DV0578 WILL AZ MK                          APPROX. 0.8 KM 0753216.1 |
 DV0576| DV2096 PHOENIX BUR RECLAMATION TANK        APPROX. 4.9 KM 1194042.6 |
 DV0576| DV2097 PHOENIX PUB SER CO TANK             APPROX. 4.5 KM 1215457.8 |
 DV0576| DV0577 WILL RM 2                             6.155 METERS 18050     |
 DV0576|---------------------------------------------------------------------|
 DV0576
 DV0576                          SUPERSEDED SURVEY CONTROL
 DV0576
 DV0576  NAD 83(1986)-  33 27 51.41843(N)    112 11 46.36437(W) AD(       ) 2
 DV0576  NAD 27      -  33 27 51.26450(N)    112 11 43.81670(W) AD(       ) 2
 DV0576  NGVD 29 (??/??/92)  322.491  (m)         1058.04   (f) ADJ UNCH    2 0
 DV0576
 DV0576.Superseded values are not recommended for survey control.
 DV0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0576.See file dsdata.txt to determine how the superseded data were derived.
 DV0576
 DV0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8884103399(NAD 83)
 DV0576_MARKER: DE = TRAVERSE STATION DISK
 DV0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0576_STAMPING: WILL 1963
 DV0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0576+STABILITY: SURFACE MOTION
 DV0576
 DV0576  HISTORY     - Date     Condition        Report By
 DV0576  HISTORY     - 1963     MONUMENTED       CGS
 DV0576  HISTORY     - 1963     GOOD             CGS
 DV0576  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0576  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0576
 DV0576                          STATION DESCRIPTION
 DV0576
 DV0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 DV0576'STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF THE CENTER OF
 DV0576'PHOENIX, ABOUT 1/2 MILE EAST OF 67TH AVENUE, ABOUT 1/2 MILE
 DV0576'WEST OF 59TH AVENUE, 0.1 MILE SOUTH OF WEST MC DOWELL ROAD AND
 DV0576'IS ON THE PROPERTY OF MR. WILLIAM BIRMINGHAM.
 DV0576'
 DV0576'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0576'(U.S. HIGHWAY 80) AND 59TH AVENUE IN THE SOUTHWEST PART OF
 DV0576'PHOENIX, GO NORTH ON 59TH AVENUE FOR 1.0 MILE TO WEST VAN BUREN
 DV0576'STREET, CONTINUE NORTH ON 59TH AVENUE FOR 1.0 MILE TO WEST
 DV0576'MC DOWELL ROAD, TURN LEFT, GO WEST ON WEST MC DOWELL ROAD FOR
 DV0576'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST
 DV0576'FOR 0.45 MILE TO THE 1/4 CORNER MARK IN THE CENTER OF WEST
 DV0576'MC DOWELL ROAD, CONTINUE WEST FOR 0.05 MILE TO A DRIVEWAY
 DV0576'ON LEFT, TURN LEFT, GO SOUTH PASSING BETWEEN BUILDINGS FOR
 DV0576'0.1 MILE TO THE STATION ON THE LEFT.
 DV0576'
 DV0576'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV0576'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 DV0576'WILL 1963.  THE MARK IS 10 FEET EAST OF THE CENTER OF A FIELD
 DV0576'ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT EAST
 DV0576'OF FENCE.
 DV0576'
 DV0576'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0576'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0576'STAMPED WILL NO 1 1963.  THE MARK IS 35 FEET NORTH OF WITNESS
 DV0576'POST, 10 FEET EAST OF THE CENTER OF A FIELD ROAD AND 1 FOOT EAST
 DV0576'OF FENCE.
 DV0576'
 DV0576'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0576'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0576'STAMPED WILL NO 2 1963.  THE MARK IS 22.3 FEET SOUTH OF A
 DV0576'WITNESS POST, 10 FEET EAST OF THE CENTER OF A FIELD ROAD
 DV0576'AND 1 FOOT EAST OF FENCE.
 DV0576'
 DV0576'1/4 CORNER, BETWEEN 59TH AVENUE AND 67TH AVENUE ON WEST MC DOWELL
 DV0576'ROAD, IS A LARGE PUNCH MARK IN THE CONCRETE WHICH IS ABOUT 4
 DV0576'INCHES BELOW THE BLACKTOP SURFACE OF ROAD.  THE MARK IS 42.5 FEET
 DV0576'NORTHEAST OF POWER POLE 60F-8 AND 1 FOOT SOUTH OF THE CENTER LINE
 DV0576'OF WEST MC DOWELL ROAD.
 DV0576'
 DV0576'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 DV0576'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV0576'WILL 1963.  THE MARK IS 29 FEET NORTH OF CENTER OF WEST
 DV0576'MC DOWELL ROAD, 24 FEET WEST OF CENTER OF DRIVEWAY AND GATE,
 DV0576'2.6 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 DV0576'
 DV0576'SECTION CORNER, AT THE INTERSECTION OF WEST MC DOWELL ROAD
 DV0576'AND 67TH AVENUE, IS A PUNCH MARK IN THE CENTER OF A CHISLED
 DV0576'CROSS IN THE CONCRETE WHICH IS ABOUT 1 INCH BELOW THE BLACKTOP
 DV0576'SURFACE OF ROAD.
 DV0576'
 DV0576'TO REACH THE SECTION CORNER FROM THE STATION, GO NORTH FOR
 DV0576'0.1 MILE TO WEST MC DOWELL ROAD, TURN LEFT, GO WEST ON WEST
 DV0576'MC DOWELL ROAD FOR 0.4 MILE TO THE MARK IN THE INTERSECTION
 DV0576'OF WEST MC DOWELL ROAD AND 67TH AVENUE.
 DV0576'
 DV0576'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DV0576
 DV0576                          STATION RECOVERY (1963)
 DV0576
 DV0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0576'IN PHOENIX.
 DV0576'1.5 MILES NORTH ALONG 67TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0576'PACIFIC CO. RAILROAD, THENCE 0.4 MILE EAST ALONG MCDOWELL ROAD, THENCE
 DV0576'0.1 MILE SOUTH ON A DIRT ROAD ALONG AN IRRIGATION DITCH, 10 FEET EAST
 DV0576'OF THE CENTER OF THE DIRT ROAD, 18 FEET EAST OF THE EAST SIDE OF AN
 DV0576'IRRIGATION DITCH, 1 FOOT EAST OF A FENCE, 2.5 FEET SOUTHEAST OF A
 DV0576'METAL WITNESS POST, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DV0576'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DV0576
 DV0576                          STATION RECOVERY (2006)
 DV0576
 DV0576'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0576'MARK NOT FOUND.
 DV0576
 DV0576                          STATION RECOVERY (2007)
 DV0576
 DV0576'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0576'THE DESCRIBED LOCATION IS NOW COMMERCIALLY DEVELOPED. ASSUMED
 DV0576'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1031 ***********************************************************************
 ES1031  DESIGNATION -  WILL
 ES1031  PID         -  ES1031
 ES1031  STATE/COUNTY-  AZ/YAVAPAI
 ES1031  USGS QUAD   -  CORNVILLE (1968)
 ES1031
 ES1031                         *CURRENT SURVEY CONTROL
 ES1031  ___________________________________________________________________
 ES1031* NAD 83(1992)-  34 39 43.83990(N)    111 57 59.08029(W)     ADJUSTED  
 ES1031* NAVD 88     -      1059.8    (meters)    3477.     (feet)  VERTCON   
 ES1031  ___________________________________________________________________
 ES1031  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 ES1031  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 ES1031  HORZ ORDER  -  SECOND
 ES1031
 ES1031.The horizontal coordinates were established by classical geodetic methods
 ES1031.and adjusted by the National Geodetic Survey in August 1993.
 ES1031
 ES1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1031
 ES1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1031
 ES1031.The geoid height was determined by GEOID03.
 ES1031
 ES1031;                    North         East     Units Scale Factor Converg.
 ES1031;SPC AZ C     -   406,101.938   208,800.785   MT  0.99990026   -0 01 41.8
 ES1031;SPC AZ C     - 1,332,355.44    685,041.95   iFT  0.99990026   -0 01 41.8
 ES1031;UTM  12      - 3,836,005.650   411,450.983   MT  0.99969664   -0 32 58.8
 ES1031
 ES1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1031!SPC AZ C     -   0.99983772  x   0.99990026  =   0.99973799
 ES1031!UTM  12      -   0.99983772  x   0.99969664  =   0.99953440
 ES1031
 ES1031|---------------------------------------------------------------------|
 ES1031| PID    Reference Object                     Distance      Geod. Az  |
 ES1031|                                                           dddmmss.s |
 ES1031| CH4574 WILL RM 1                            12.712 METERS 14631     |
 ES1031| CH4575 WILL RM 2                            13.945 METERS 32734     |
 ES1031| ES1032 BLACK                               APPROX. 3.9 KM 3351202.0 |
 ES1031|---------------------------------------------------------------------|
 ES1031
 ES1031                          SUPERSEDED SURVEY CONTROL
 ES1031
 ES1031  NAD 83(1986)-  34 39 43.83546(N)    111 57 59.07659(W) AD(       ) 2
 ES1031  NAD 27      -  34 39 43.75285(N)    111 57 56.52177(W) AD(       ) 2
 ES1031  NGVD 29 (07/19/86) 1059.1    (m)         3475.     (f) VERT ANG    3  
 ES1031
 ES1031.Superseded values are not recommended for survey control.
 ES1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1031.See file dsdata.txt to determine how the superseded data were derived.
 ES1031
 ES1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1145136006(NAD 83)
 ES1031_MARKER: DD = SURVEY DISK
 ES1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ES1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES1031+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 ES1031
 ES1031  HISTORY     - Date     Condition        Report By
 ES1031  HISTORY     - 1979     MONUMENTED       AZDT
 ES1031  HISTORY     - 20060221 GOOD             EVANS
 ES1031
 ES1031                          STATION DESCRIPTION
 ES1031
 ES1031'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ES1031'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF COTTONWOOD, 9.5
 ES1031'MILES WEST-NORTHWEST OF CAMP VERDE ALONG THE WEST RIGHT-OF-WAY OF
 ES1031'STATE HWY. 279 ABOVE A HWY. CUTBANK.
 ES1031'
 ES1031'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED---WILL 1979---SET IN
 ES1031'A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION IS 97 FEET WEST OF
 ES1031'THE HWY. CENTERLINE ABOVE A HWY. CUTBANK AND MARKED WITH A WITNESS
 ES1031'POST AND SIGN 1.7 FEET TO THE WEST.
 ES1031'
 ES1031'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---WILL RM 1
 ES1031'1979---SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1031'
 ES1031'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---WILL RM 2
 ES1031'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 ES1031'
 ES1031'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, TRAVEL WEST
 ES1031'ON E. MINGUS AVE. FOR 0.8 MILES TO U.S. HWY. 89A TURN LEFT ON HWY.
 ES1031'89A AND TRAVEL S.E. FOR 1.7 MILES TO MAIN ST. TURN RIGHT ON MAIN ST.
 ES1031'(U.S. HWY. 89A) AND GO 0.6 MILE TO THE JUNCTION OF U.S. 89A AND S.R.
 ES1031'279, TURN RIGHT AND CONTINUE ON S.R. 279 FOR 4.55 MILES TO THE
 ES1031'STATION ON THE RIGHT ABOVE A HWY. CUTBANK.
 ES1031
 ES1031                          STATION RECOVERY (2006)
 ES1031
 ES1031'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (MRV)
 ES1031'WILL RM 1AND WILL RM 2 ALSO RECOVERED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0951 ***********************************************************************
 ET0951  DESIGNATION -  WILL
 ET0951  PID         -  ET0951
 ET0951  STATE/COUNTY-  AZ/YAVAPAI
 ET0951  USGS QUAD   -  PEEPLES VALLEY (1969)
 ET0951
 ET0951                         *CURRENT SURVEY CONTROL
 ET0951  ___________________________________________________________________
 ET0951* NAD 83(1992)-  34 19 11.07719(N)    112 43 45.97048(W)     ADJUSTED  
 ET0951* NAVD 88     -      1410.5    (meters)    4628.     (feet)  VERTCON   
 ET0951  ___________________________________________________________________
 ET0951  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 ET0951  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 ET0951  HORZ ORDER  -  SECOND
 ET0951
 ET0951.The horizontal coordinates were established by classical geodetic methods
 ET0951.and adjusted by the National Geodetic Survey in August 1993.
 ET0951
 ET0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0951
 ET0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0951
 ET0951.The geoid height was determined by GEOID03.
 ET0951
 ET0951;                    North         East     Units Scale Factor Converg.
 ET0951;SPC AZ C     -   368,417.087   138,561.523   MT  0.99996894   -0 27 29.8
 ET0951;SPC AZ C     - 1,208,717.48    454,598.17   iFT  0.99996894   -0 27 29.8
 ET0951;UTM  12      - 3,798,963.644   340,882.325   MT  0.99991209   -0 58 31.0
 ET0951
 ET0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0951!SPC AZ C     -   0.99978299  x   0.99996894  =   0.99975194
 ET0951!UTM  12      -   0.99978299  x   0.99991209  =   0.99969510
 ET0951
 ET0951                          SUPERSEDED SURVEY CONTROL
 ET0951
 ET0951  NAD 83(1986)-  34 19 11.07665(N)    112 43 45.97381(W) AD(       ) 2
 ET0951  NAD 27      -  34 19 10.99019(N)    112 43 43.33099(W) AD(       ) 2
 ET0951  NGVD 29 (07/19/86) 1409.7    (m)         4625.     (f) VERT ANG    3  
 ET0951
 ET0951.Superseded values are not recommended for survey control.
 ET0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0951.See file dsdata.txt to determine how the superseded data were derived.
 ET0951
 ET0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4088298964(NAD 83)
 ET0951
 ET0951  HISTORY     - Date     Condition        Report By
 ET0951  HISTORY     - 1969     MONUMENTED       AZHD
 ET0951  HISTORY     - 1969     GOOD             USGS
 ET0951
 ET0951                          STATION DESCRIPTION
 ET0951
 ET0951'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RDM)
 ET0951'LOCATED ABOUT 7.5 MI. NNE. OF YARNELL.  4.5 MI. SW. OF KIRKLAND
 ET0951'JUNCTION.  ON THE SUMMIT OF A LOW FLAT-TOPPED RIDGE, WITH A HIGHER
 ET0951'TOP TO THE W.
 ET0951'
 ET0951'TO REACH FROM YARNELL P.O., DRIVE NE. TOWARDS PRESCOTT ALONG U.S.
 ET0951'HIGHWAY 89 FOR 5.3 MI. TO RD. JUNCTION.  TAKE DIRT RD. LEFT FOR
 ET0951'1.4 MI.  TURN RIGHT CROSS-COUNTRY (4-WHEEL DRIVE) FOR ABOUT 0.5
 ET0951'MI. TO TOP AND STATION.
 ET0951'
 ET0951'STATION MARK--ARIZONA HIGHWAY DEPARTMENT TABLET STAMPED P AND M WILL
 ET0951'1964, CEMENTED INTO DRILL HOLE IN SMALL BOULDER IN PLACE.
 ET0951'
 ET0951'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0840 ***********************************************************************
 FR0840  DESIGNATION -  WILL
 FR0840  PID         -  FR0840
 FR0840  STATE/COUNTY-  AZ/COCONINO
 FR0840  USGS QUAD   -  RED BUTTE SW (1980)
 FR0840
 FR0840                         *CURRENT SURVEY CONTROL
 FR0840  ___________________________________________________________________
 FR0840* NAD 83(1992)-  35 46 10.61201(N)    112 13 53.44824(W)     ADJUSTED  
 FR0840* NAVD 88     -      1806.     (meters)    5925.     (feet)  SCALED    
 FR0840  ___________________________________________________________________
 FR0840  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 FR0840  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FR0840  HORZ ORDER  -  THIRD
 FR0840
 FR0840.The horizontal coordinates were established by classical geodetic methods
 FR0840.and adjusted by the National Geodetic Survey in August 1993.
 FR0840
 FR0840.The orthometric height was scaled from a topographic map.
 FR0840
 FR0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0840
 FR0840.The geoid height was determined by GEOID03.
 FR0840
 FR0840;                    North         East     Units Scale Factor Converg.
 FR0840;SPC AZ C     -   528,998.307   184,892.721   MT  0.99990998   -0 11 02.5
 FR0840;SPC AZ C     - 1,735,558.75    606,603.42   iFT  0.99990998   -0 11 02.5
 FR0840;UTM  12      - 3,959,095.172   388,681.953   MT  0.99975270   -0 43 11.7
 FR0840
 FR0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0840!SPC AZ C     -   0.99972030  x   0.99990998  =   0.99963030
 FR0840!UTM  12      -   0.99972030  x   0.99975270  =   0.99947307
 FR0840
 FR0840:                Primary Azimuth Mark                     Grid Az
 FR0840:SPC AZ C     -  HOWARD                                   301 57 48.0
 FR0840:UTM  12      -  HOWARD                                   302 29 57.2
 FR0840
 FR0840|---------------------------------------------------------------------|
 FR0840| PID    Reference Object                     Distance      Geod. Az  |
 FR0840|                                                           dddmmss.s |
 FR0840| FR0855 HOWARD                              APPROX. 4.6 KM 3014645.5 |
 FR0840|---------------------------------------------------------------------|
 FR0840
 FR0840                          SUPERSEDED SURVEY CONTROL
 FR0840
 FR0840  NAD 83(1986)-  35 46 10.62200(N)    112 13 53.44606(W) AD(       ) 3
 FR0840  NAD 27      -  35 46 10.63700(N)    112 13 50.84900(W) AD(       ) 3
 FR0840
 FR0840.Superseded values are not recommended for survey control.
 FR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0840.See file dsdata.txt to determine how the superseded data were derived.
 FR0840
 FR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE8868259095(NAD 83)
 FR0840_MARKER: DT = TOPOGRAPHIC STATION DISK
 FR0840_SETTING: 0 = UNSPECIFIED SETTING
 FR0840
 FR0840  HISTORY     - Date     Condition        Report By
 FR0840  HISTORY     - 1955     MONUMENTED       CGS
 FR0840  HISTORY     - 1956     GOOD             USGS
 FR0840  HISTORY     - 19741112 MARK NOT FOUND   USGS
 FR0840
 FR0840                          STATION DESCRIPTION
 FR0840
 FR0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0840'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 FR0840'HIGHWAY 64 (2 MI. E OF WILLIAMS), GO N ON STATE HIGHWAY 64
 FR0840'FOR 35.0 MI. TO A GRADED ROAD LEFT (W) AND SIGN WILLAHA 8.
 FR0840'TURN LEFT AND FOLLOW THE GRADED ROAD W FOR 4.9 MI. TO A
 FR0840'CROSSROAD AND THE STATION SITE AT THE SW CORNER OF THE E ONE
 FR0840'OF TWO INTERSECTIONS.  A STANDARD TOPOGRAPHIC DISK, SET IN
 FR0840'A CONCRETE POST.  THE DISK IS STAMPED WILL 1955.
 FR0840
 FR0840                          STATION RECOVERY (1956)
 FR0840
 FR0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FR0840'RECOVERED IN GOOD CONDITION.
 FR0840
 FR0840                          STATION RECOVERY (1974)
 FR0840
 FR0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SLG)
 FR0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0578 ***********************************************************************
 DV0578  DESIGNATION -  WILL AZ MK
 DV0578  PID         -  DV0578
 DV0578  STATE/COUNTY-  AZ/MARICOPA
 DV0578  USGS QUAD   -  FOWLER (1982)
 DV0578
 DV0578                         *CURRENT SURVEY CONTROL
 DV0578  ___________________________________________________________________
 DV0578* NAD 83(1992)-  33 27 57.76572(N)    112 11 17.01868(W)     ADJUSTED  
 DV0578* NAVD 88     -       324.97   (+/-2cm)    1066.2    (feet)  VERTCON   
 DV0578  ___________________________________________________________________
 DV0578  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DV0578  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DV0578  HORZ ORDER  -  SECOND
 DV0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0578
 DV0578.The horizontal coordinates were established by classical geodetic methods
 DV0578.and adjusted by the National Geodetic Survey in August 1993.
 DV0578
 DV0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0578.The vertical order pertains to the NGVD 29 superseded value.
 DV0578
 DV0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0578
 DV0578.The geoid height was determined by GEOID03.
 DV0578
 DV0578;                    North         East     Units Scale Factor Converg.
 DV0578;SPC AZ C     -   273,467.838   188,134.016   MT  0.99990784   -0 08 58.8
 DV0578;SPC AZ C     -   897,204.19    617,237.59   iFT  0.99990784   -0 08 58.8
 DV0578;UTM  12      - 3,703,586.024   389,600.344   MT  0.99975026   -0 39 18.8
 DV0578
 DV0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0578!SPC AZ C     -   0.99995372  x   0.99990784  =   0.99986156
 DV0578!UTM  12      -   0.99995372  x   0.99975026  =   0.99970399
 DV0578
 DV0578                          SUPERSEDED SURVEY CONTROL
 DV0578
 DV0578  NAD 83(1986)-  33 27 57.75965(N)    112 11 17.02483(W) AD(       ) 2
 DV0578  NAD 27      -  33 27 57.60590(N)    112 11 14.47810(W) AD(       ) 2
 DV0578  NGVD 29 (??/??/92)  324.353  (m)         1064.15   (f) ADJ UNCH    2 0
 DV0578
 DV0578.Superseded values are not recommended for survey control.
 DV0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0578.See file dsdata.txt to determine how the superseded data were derived.
 DV0578
 DV0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8960003586(NAD 83)
 DV0578_MARKER: DZ = AZIMUTH MARK DISK
 DV0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0578_STAMPING: WILL 1963
 DV0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0578+STABILITY: SURFACE MOTION
 DV0578
 DV0578  HISTORY     - Date     Condition        Report By
 DV0578  HISTORY     - 1963     MONUMENTED       CGS
 DV0578  HISTORY     - 1963     GOOD             CGS
 DV0578  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 DV0578  HISTORY     - 20080411 MARK NOT FOUND   GEOCAC
 DV0578
 DV0578                          STATION DESCRIPTION
 DV0578
 DV0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0578'TO REACH THE STATION FROM THE JUNCTION OF WEST BUCKEYE ROAD
 DV0578'(U.S. HIGHWAY 80) AND 59TH AVENUE IN THE SOUTHWEST PART OF
 DV0578'PHOENIX, GO NORTH ON 59TH AVENUE FOR 1.0 MILE TO WEST VAN BUREN
 DV0578'STREET, CONTINUE NORTH ON 59TH AVENUE FOR 1.0 MILE TO WEST
 DV0578'MC DOWELL ROAD, TURN LEFT, GO WEST ON WEST MC DOWELL ROAD FOR
 DV0578'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DV0578'
 DV0578'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 DV0578'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV0578'WILL 1963.  THE MARK IS 29 FEET NORTH OF CENTER OF WEST
 DV0578'MC DOWELL ROAD, 24 FEET WEST OF CENTER OF DRIVEWAY AND GATE,
 DV0578'2.6 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 DV0578
 DV0578                          STATION RECOVERY (1963)
 DV0578
 DV0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DV0578'IN PHOENIX.
 DV0578'1.5 MILES NORTH ALONG 67TH AVENUE FROM THE SOUTHERN PACIFIC CO.
 DV0578'RAILROAD CROSSING OF 67TH AVENUE, THENCE 0.9 MILE EAST ALONG MCDOWELL
 DV0578'ROAD, AT A DRIVE NORTH TO A HOUSE, 28 FEET NORTH OF THE CENTER OF
 DV0578'MCDOWELL ROAD, 23.5 FEET WEST OF THE CENTER OF THE DRIVE, 1.3 FEET
 DV0578'SOUTH OF A FENCE, 2.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 DV0578'WITH MCDOWELL ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV0578'INCHES.  NOTE-- THE MARK MAY ALSO BE REACHED FROM THE SOUTHERN PACIFIC
 DV0578'CO. RAILROAD CROSSING OF 59TH AVENUE BY GOING 1.5 MILES NORTH ALONG
 DV0578'59TH AVENUE, THENCE 0.1 MILE WEST ALONG MCDOWELL ROAD.
 DV0578
 DV0578                          STATION RECOVERY (1996)
 DV0578
 DV0578'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV0578'MARK NOT FOUND.
 DV0578
 DV0578                          STATION RECOVERY (2008)
 DV0578
 DV0578'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0578'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0578'MARK. THE ROAD HAS BEEN WIDENED, AND THE DESCRIBED LOCATION IS NOW
 DV0578'UNDER THE PAVEMENT. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0575 ***********************************************************************
 DV0575  DESIGNATION -  WILL RM 1
 DV0575  PID         -  DV0575
 DV0575  STATE/COUNTY-  AZ/MARICOPA
 DV0575  USGS QUAD   -  FOWLER (1982)
 DV0575
 DV0575                         *CURRENT SURVEY CONTROL
 DV0575  ___________________________________________________________________
 DV0575* NAD 83(1986)-  33 27 51.     (N)    112 11 46.     (W)     SCALED    
 DV0575* NAVD 88     -       323.18   (+/-2cm)    1060.3    (feet)  VERTCON   
 DV0575  ___________________________________________________________________
 DV0575  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0575
 DV0575.The horizontal coordinates were scaled from a topographic map and have
 DV0575.an estimated accuracy of +/- 6 seconds.
 DV0575
 DV0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0575.The vertical order pertains to the NGVD 29 superseded value.
 DV0575
 DV0575.The geoid height was determined by GEOID03.
 DV0575
 DV0575;                    North         East    Units  Estimated Accuracy
 DV0575;SPC AZ C     -   273,260.      187,390.      MT  (+/- 180 meters Scaled)
 DV0575
 DV0575                          SUPERSEDED SURVEY CONTROL
 DV0575
 DV0575  NGVD 29 (??/??/92)  322.560  (m)         1058.27   (f) ADJ UNCH    2 0
 DV0575
 DV0575.Superseded values are not recommended for survey control.
 DV0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0575.See file dsdata.txt to determine how the superseded data were derived.
 DV0575
 DV0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC888033(NAD 83)
 DV0575_MARKER: DR = REFERENCE MARK DISK
 DV0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0575_STAMPING: WILL NO 1 1963
 DV0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0575+STABILITY: SURFACE MOTION
 DV0575
 DV0575  HISTORY     - Date     Condition        Report By
 DV0575  HISTORY     - 1963     MONUMENTED       CGS
 DV0575  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0575
 DV0575                          STATION DESCRIPTION
 DV0575
 DV0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0575'IN PHOENIX.
 DV0575'1.5 MILES NORTH ALONG 67TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0575'PACIFIC CO. RAILROAD, THENCE 0.4 MILE EAST ALONG MCDOWELL ROAD, THENCE
 DV0575'0.1 MILE SOUTH ON A DIRT ROAD ALONG AN IRRIGATION DITCH, 37.1 FEET
 DV0575'NORTH OF TRAVERSE STATION WILL, 35.1 FEET NORTH OF A METAL WITNESS
 DV0575'POST, 18 FEET EAST OF THE EAST SIDE OF AN IRRIGATION DITCH, 1 FOOT
 DV0575'EAST OF A FENCE, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV0575'INCHES.
 DV0575
 DV0575                          STATION RECOVERY (2007)
 DV0575
 DV0575'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0575'THE DESCRIBED LOCATION IS NOW COMMERCIALLY DEVELOPED. ASSUMED
 DV0575'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0577 ***********************************************************************
 DV0577  DESIGNATION -  WILL RM 2
 DV0577  PID         -  DV0577
 DV0577  STATE/COUNTY-  AZ/MARICOPA
 DV0577  USGS QUAD   -  FOWLER (1982)
 DV0577
 DV0577                         *CURRENT SURVEY CONTROL
 DV0577  ___________________________________________________________________
 DV0577* NAD 83(1986)-  33 27 51.     (N)    112 11 46.     (W)     SCALED    
 DV0577* NAVD 88     -       323.08   (+/-2cm)    1060.0    (feet)  VERTCON   
 DV0577  ___________________________________________________________________
 DV0577  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DV0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0577
 DV0577.The horizontal coordinates were scaled from a topographic map and have
 DV0577.an estimated accuracy of +/- 6 seconds.
 DV0577
 DV0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0577.The vertical order pertains to the NGVD 29 superseded value.
 DV0577
 DV0577.The geoid height was determined by GEOID03.
 DV0577
 DV0577;                    North         East    Units  Estimated Accuracy
 DV0577;SPC AZ C     -   273,260.      187,390.      MT  (+/- 180 meters Scaled)
 DV0577
 DV0577                          SUPERSEDED SURVEY CONTROL
 DV0577
 DV0577  NGVD 29 (??/??/92)  322.466  (m)         1057.96   (f) ADJ UNCH    2 0
 DV0577
 DV0577.Superseded values are not recommended for survey control.
 DV0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0577.See file dsdata.txt to determine how the superseded data were derived.
 DV0577
 DV0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC888033(NAD 83)
 DV0577_MARKER: DR = REFERENCE MARK DISK
 DV0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0577_STAMPING: WILL NO 2 1963
 DV0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0577+STABILITY: SURFACE MOTION
 DV0577
 DV0577  HISTORY     - Date     Condition        Report By
 DV0577  HISTORY     - 1963     MONUMENTED       CGS
 DV0577  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 DV0577
 DV0577                          STATION DESCRIPTION
 DV0577
 DV0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DV0577'IN PHOENIX.
 DV0577'1.5 MILES NORTH ALONG 67TH AVENUE FROM THE CROSSING OF THE SOUTHERN
 DV0577'PACIFIC CO. RAILROAD, THENCE 0.4 MILE EAST ALONG MCDOWELL ROAD, THENCE
 DV0577'0.1 MILE SOUTH ON A DIRT ROAD ALONG AN IRRIGATION DITCH, 21.2 FEET
 DV0577'SOUTH OF TRAVERSE STATION WILL, 22.3 FEET SOUTH OF A METAL WITNESS
 DV0577'POST, 18 FEET EAST OF THE EAST SIDE OF AN IRRIGATION DITCH, 10 FEET
 DV0577'EAST OF THE CENTER OF THE DIRT ROAD, 1 FOOT EAST OF THE FENCE, AND SET
 DV0577'IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 DV0577
 DV0577                          STATION RECOVERY (2007)
 DV0577
 DV0577'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0577'THE DESCRIBED LOCATION IS NOW COMMERCIALLY DEVELOPED. ASSUMED
 DV0577'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0387 ***********************************************************************
 CY0387  DESIGNATION -  WILLCOX
 CY0387  PID         -  CY0387
 CY0387  STATE/COUNTY-  AZ/COCHISE
 CY0387  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0387
 CY0387                         *CURRENT SURVEY CONTROL
 CY0387  ___________________________________________________________________
 CY0387* NAD 83(1992)-  32 14 41.41019(N)    109 50 15.70371(W)     ADJUSTED  
 CY0387* NAVD 88     -      1269.97   (+/-2cm)    4166.6    (feet)  VERTCON   
 CY0387  ___________________________________________________________________
 CY0387  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CY0387  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CY0387  HORZ ORDER  -  FIRST
 CY0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0387
 CY0387.The horizontal coordinates were established by classical geodetic methods
 CY0387.and adjusted by the National Geodetic Survey in August 1993.
 CY0387
 CY0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0387.The vertical order pertains to the NGVD 29 superseded value.
 CY0387
 CY0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0387
 CY0387.The geoid height was determined by GEOID03.
 CY0387
 CY0387;                    North         East     Units Scale Factor Converg.
 CY0387;SPC AZ E     -   138,061.416   244,359.607   MT  0.99991185   +0 10 31.9
 CY0387;SPC AZ E     -   452,957.40    801,704.75   iFT  0.99991185   +0 10 31.9
 CY0387;UTM  12      - 3,568,167.070   609,496.397   MT  0.99974785   +0 37 12.7
 CY0387
 CY0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0387!SPC AZ E     -   0.99980489  x   0.99991185  =   0.99971676
 CY0387!UTM  12      -   0.99980489  x   0.99974785  =   0.99955279
 CY0387
 CY0387:                Primary Azimuth Mark                     Grid Az
 CY0387:SPC AZ E     -  WILLCOX STANDPIPE                        033 06 11.2
 CY0387:UTM  12      -  WILLCOX STANDPIPE                        032 39 30.4
 CY0387
 CY0387|---------------------------------------------------------------------|
 CY0387| PID    Reference Object                     Distance      Geod. Az  |
 CY0387|                                                           dddmmss.s |
 CY0387| CY1201 WILLCOX STANDPIPE                   APPROX. 1.3 KM 0331643.1 |
 CY0387| CY0389 ROUTE 86 STA 1799+71.6               33.193 METERS 03805     |
 CY0387| CY1200 WILLCOX RAILROAD WATER TANK         APPROX. 1.0 KM 0414848.5 |
 CY0387| CY0388 ROUTE 86 STA 1798+47.6                5.852 METERS 17119     |
 CY0387| CC7654 ROUTE 86 STA 1780+10.0                             2184525.6 |
 CY0387|---------------------------------------------------------------------|
 CY0387
 CY0387                          SUPERSEDED SURVEY CONTROL
 CY0387
 CY0387  NAD 83(1986)-  32 14 41.40432(N)    109 50 15.70031(W) AD(       ) 1
 CY0387  NAD 27      -  32 14 41.13800(N)    109 50 13.45700(W) AD(       ) 1
 CY0387  NGVD 29 (??/??/92) 1269.220  (m)         4164.10   (f) ADJ UNCH    1 2
 CY0387
 CY0387.Superseded values are not recommended for survey control.
 CY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0387.See file dsdata.txt to determine how the superseded data were derived.
 CY0387
 CY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0949668167(NAD 83)
 CY0387_MARKER: DS = TRIANGULATION STATION DISK
 CY0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0387_STAMPING: WILLCOX 1945
 CY0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0387+STABILITY: SURFACE MOTION
 CY0387
 CY0387  HISTORY     - Date     Condition        Report By
 CY0387  HISTORY     - 1945     MONUMENTED       CGS
 CY0387  HISTORY     - 1952     GOOD             CGS
 CY0387  HISTORY     - 1952     GOOD             NGS
 CY0387  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0387
 CY0387                          STATION DESCRIPTION
 CY0387
 CY0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0387'STATION IS LOCATED ON THE NW SIDE OF STATE HIGHWAY 86, IN
 CY0387'THE TOWN OF WILLCOX, ABOUT 1/2 MILE SW OF THE BUSINESS DISTRICT.
 CY0387'
 CY0387'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 CY0387'AND STATE HIGHWAY 86 AT THE VALLEY NATIONAL BANK, GO SW ON
 CY0387'STATE HIGHWAY 86 FOR 0.6 MILE TO THE STATION ON THE RIGHT,
 CY0387'AT THE INTERSECTION WHERE A DIRT STREET CROSSES THE HIGHWAY
 CY0387'AT AN ANGLE.
 CY0387'
 CY0387'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CY0387'POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND
 CY0387'IS STAMPED WILLCOX 1945.  UNDERGROUND MARK IS A BRONZE STATION
 CY0387'DISK SET IN CONCRETE.  STATION IS 67 FEET NW OF THE CENTER
 CY0387'LINE OF STATE HIGHWAY 86, 25 FEET W OF THE CENTER OF THE
 CY0387'DIRT CROSS ROAD, 15.8 FEET N OF A 4- BY 4-INCH WHITE WITNESS
 CY0387'POST, AND 240-1/2 FEET ESE OF A NE FENCE CORNER.
 CY0387'
 CY0387'REFERENCE MARK 1 IS A STANDARD ARIZONA HIGHWAY DEPARTMENT
 CY0387'BRONZE DISK STAMPED 1799-71.6 1941.  IT IS SET IN A SQUARE
 CY0387'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 CY0387'LOCATED NE OF THE STATION ON ABOUT THE SAME LEVEL AND 55.3
 CY0387'FEET NW OF THE CENTER LINE OF THE HIGHWAY.
 CY0387'
 CY0387'REFERENCE MARK 2 IS A STANDARD ARIZONA HIGHWAY DEPARTMENT
 CY0387'BRONZE DISK STAMPED 1798-47.6 1941.  IT IS SET IN A SQUARE
 CY0387'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CY0387'IT IS LOCATED S OF THE STATION ON ABOUT THE SAME LEVEL AND 53.9
 CY0387'FEET NW OF THE CENTER LINE OF THE HIGHWAY.
 CY0387'
 CY0387'AZIMUTH MARK IS A STANDARD ARIZONA HIGHWAY DEPARTMENT BRONZE
 CY0387'DISK STAMPED 4168.10 1780-10.0 1941.  IT IS SET IN A DRILL
 CY0387'HOLE IN THE CONCRETE SE HEADWALL OF A CATTLE GUARD ACROSS
 CY0387'STATE HIGHWAY 86.  IT IS LOCATED SW OF THE STATION, ABOUT 1
 CY0387'FOOT ABOVE THE GROUND, AND 17.6 FEET SE OF THE CENTER LINE
 CY0387'OF THE HIGHWAY.
 CY0387
 CY0387                          STATION RECOVERY (1952)
 CY0387
 CY0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CY0387'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CY0387'STATION DISK IS STAMPED WILLCOX 1945.  THE PRESENT DESCRIPTION
 CY0387'IS ADEQUATE.
 CY0387
 CY0387                          STATION RECOVERY (1952)
 CY0387
 CY0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0387'IN WILLCOX.
 CY0387'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CY0387'WILLCOX, AT THE INTERSECTION OF STATE HIGHWAY 86 AND A GRADED ROAD
 CY0387'LEADING NORTH AND SOUTH, NORTHWEST ACROSS THE HIGHWAY FROM THE LARGE
 CY0387'GAS STATION AND CAFE, ABOUT 300.0 FEET SOUTHEAST OF THE SOUTHEAST ONE
 CY0387'OF TWO WINDMILLS, 67 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CY0387'HIGHWAY, 108.2 FEET SOUTHWEST OF R.M. 1799+71.6 (AHD), 39.0 FEET
 CY0387'SOUTHWEST OF THE CENTER LINE OF A GRADED ROAD, 18.6 FEET NORTHWEST OF
 CY0387'R.M. 1798+47.6 (AHD), 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 CY0387'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CY0387'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CY0387
 CY0387                          STATION RECOVERY (1979)
 CY0387
 CY0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0387'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A MOTEL HAS BEEN BUILT
 CY0387'ON THE SITE DESCRIBED, AND MEASUREMENTS PUT THE STATION UNDER THE
 CY0387'MOTEL OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1207 ***********************************************************************
 CY1207  DESIGNATION -  WILLCOX MTN ST TEL CO MW KOP
 CY1207  PID         -  CY1207
 CY1207  STATE/COUNTY-  AZ/COCHISE
 CY1207  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1207
 CY1207                         *CURRENT SURVEY CONTROL
 CY1207  ___________________________________________________________________
 CY1207* NAD 83(1992)-  32 15 07.74025(N)    109 50 02.58895(W)     ADJUSTED  
 CY1207* NAVD 88     -              **(meters)            **(feet)            
 CY1207  ___________________________________________________________________
 CY1207  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CY1207  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CY1207  HORZ ORDER  -  THIRD
 CY1207
 CY1207.The horizontal coordinates were established by classical geodetic methods
 CY1207.and adjusted by the National Geodetic Survey in August 1993.
 CY1207
 CY1207
 CY1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1207
 CY1207.The geoid height was determined by GEOID03.
 CY1207
 CY1207;                    North         East     Units Scale Factor Converg.
 CY1207;SPC AZ E     -   138,873.446   244,700.383   MT  0.99991211   +0 10 39.0
 CY1207;SPC AZ E     -   455,621.54    802,822.78   iFT  0.99991211   +0 10 39.0
 CY1207;UTM  12      - 3,568,981.587   609,830.805   MT  0.99974876   +0 37 20.2
 CY1207
 CY1207                          SUPERSEDED SURVEY CONTROL
 CY1207
 CY1207  NAD 83(1986)-  32 15 07.73525(N)    109 50 02.58462(W) AD(       ) 4
 CY1207  NAD 27      -  32 15 07.46612(N)    109 50 00.33869(W) AD(       ) 3
 CY1207
 CY1207.Superseded values are not recommended for survey control.
 CY1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1207.See file dsdata.txt to determine how the superseded data were derived.
 CY1207
 CY1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0983168982(NAD 83)
 CY1207_MARKER: 45 = MICROWAVE TOWER
 CY1207
 CY1207  HISTORY     - Date     Condition        Report By
 CY1207  HISTORY     - 1970     FIRST OBSERVED   NGS
 CY1207
 CY1207                          STATION DESCRIPTION
 CY1207
 CY1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1207'THE STATION IS THE RED LIGHT ATOP THE WILLCOX, MOUNTAIN STATES
 CY1207'TELEPHONE COMPANY, MICROWAVE TOWER KOP 242 THAT IS LOCATED NEAR THE
 CY1207'CENTER OF THE CITY OF WILLCOX.  THE TOWER IS A THREE LEGGED STEEL
 CY1207'STRUCTURE THAT IS PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH
 CY1207'A FAN SHAPED ANTENNA LOCATED NEAR THE TOP ON THE NORTH SIDE.  IT IS
 CY1207'175 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1203 ***********************************************************************
 CY1203  DESIGNATION -  WILLCOX RADIO STA KWCX MAST
 CY1203  PID         -  CY1203
 CY1203  STATE/COUNTY-  AZ/COCHISE
 CY1203  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1203
 CY1203                         *CURRENT SURVEY CONTROL
 CY1203  ___________________________________________________________________
 CY1203* NAD 83(1992)-  32 16 01.45280(N)    109 50 01.94648(W)     ADJUSTED  
 CY1203* NAVD 88     -              **(meters)            **(feet)            
 CY1203  ___________________________________________________________________
 CY1203  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CY1203  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CY1203  HORZ ORDER  -  THIRD
 CY1203
 CY1203.The horizontal coordinates were established by classical geodetic methods
 CY1203.and adjusted by the National Geodetic Survey in August 1993.
 CY1203
 CY1203
 CY1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1203
 CY1203.The geoid height was determined by GEOID03.
 CY1203
 CY1203;                    North         East     Units Scale Factor Converg.
 CY1203;SPC AZ E     -   140,527.861   244,712.070   MT  0.99991212   +0 10 39.6
 CY1203;SPC AZ E     -   461,049.41    802,861.12   iFT  0.99991212   +0 10 39.6
 CY1203;UTM  12      - 3,570,635.773   609,829.646   MT  0.99974875   +0 37 21.4
 CY1203
 CY1203                          SUPERSEDED SURVEY CONTROL
 CY1203
 CY1203  NAD 83(1986)-  32 16 01.44650(N)    109 50 01.94416(W) AD(       ) 4
 CY1203  NAD 27      -  32 16 01.18100(N)    109 49 59.69900(W) AD(       ) 3
 CY1203
 CY1203.Superseded values are not recommended for survey control.
 CY1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1203.See file dsdata.txt to determine how the superseded data were derived.
 CY1203
 CY1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0983070636(NAD 83)
 CY1203_MARKER: 42 = RADIO/TV MAST
 CY1203
 CY1203  HISTORY     - Date     Condition        Report By
 CY1203  HISTORY     - 1960     FIRST OBSERVED   CGS
 CY1203
 CY1203                          STATION DESCRIPTION
 CY1203
 CY1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1203'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF WILLCOX,
 CY1203'200 FEET SOUTHEAST OF FLAGSTAFF STREET AND ABOUT 300 FEET
 CY1203'SOUTH OF THE NORTH END OF THE STREET.
 CY1203'
 CY1203'CENTER OF THE MAST WAS TAKEN.  IT IS A STEEL STRUCTURE 210
 CY1203'FEET TALL, PAINTED ALTERNATE RED AND WHITE BANDS, WITH FLASHING
 CY1203'RED LIGHTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1201 ***********************************************************************
 CY1201  DESIGNATION -  WILLCOX STANDPIPE
 CY1201  PID         -  CY1201
 CY1201  STATE/COUNTY-  AZ/COCHISE
 CY1201  USGS QUAD   -  WILLCOX NORTH (1985)
 CY1201
 CY1201                         *CURRENT SURVEY CONTROL
 CY1201  ___________________________________________________________________
 CY1201* NAD 83(1992)-  32 15 18.03049(N)    109 49 47.41791(W)     ADJUSTED  
 CY1201* NAVD 88     -              **(meters)            **(feet)            
 CY1201  ___________________________________________________________________
 CY1201  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 CY1201  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY1201  HORZ ORDER  -  THIRD
 CY1201
 CY1201.The horizontal coordinates were established by classical geodetic methods
 CY1201.and adjusted by the National Geodetic Survey in August 1993.
 CY1201
 CY1201
 CY1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1201
 CY1201.The geoid height was determined by GEOID03.
 CY1201
 CY1201;                    North         East     Units Scale Factor Converg.
 CY1201;SPC AZ E     -   139,191.626   245,096.469   MT  0.99991242   +0 10 47.1
 CY1201;SPC AZ E     -   456,665.44    804,122.27   iFT  0.99991242   +0 10 47.1
 CY1201;UTM  12      - 3,569,302.780   610,224.345   MT  0.99974982   +0 37 28.4
 CY1201
 CY1201                          SUPERSEDED SURVEY CONTROL
 CY1201
 CY1201  NAD 83(1986)-  32 15 18.02426(N)    109 49 47.41573(W) AD(       ) 4
 CY1201  NAD 27      -  32 15 17.75800(N)    109 49 45.17400(W) AD(       ) 3
 CY1201
 CY1201.Superseded values are not recommended for survey control.
 CY1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1201.See file dsdata.txt to determine how the superseded data were derived.
 CY1201
 CY1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA1022469303(NAD 83)
 CY1201_MARKER: 52 = STANDPIPE TANK
 CY1201
 CY1201  HISTORY     - Date     Condition        Report By
 CY1201  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1201  HISTORY     - 20051113 MARK NOT FOUND   NGS
 CY1201
 CY1201                          STATION DESCRIPTION
 CY1201
 CY1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1201'STATION IS ABOUT 0.15 MILE NE OF THE POST OFFICE IN WILLCOX
 CY1201'AND IS ABOUT 200 YARDS SE OF THE GRAMMAR SCHOOL IN WILLCOX.
 CY1201'IT IS A SILVERED SHEET IRON TANK 66 FEET IN HEIGHT AND 21 FEET
 CY1201'IN DIAMETER.  IT IS 56-1/2 FEET SE OF AN ALLEY TURNING OFF DELOS
 CY1201'STREET AND IS ABOUT 150 FEET NE OF DELOS STREET.
 CY1201
 CY1201                          STATION RECOVERY (2005)
 CY1201
 CY1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1194 ***********************************************************************
 CY1194  DESIGNATION -  WILLCOX US ARMY RADIO MAST
 CY1194  PID         -  CY1194
 CY1194  STATE/COUNTY-  AZ/COCHISE
 CY1194  USGS QUAD   -  RED BIRD HILLS (1985)
 CY1194
 CY1194                         *CURRENT SURVEY CONTROL
 CY1194  ___________________________________________________________________
 CY1194* NAD 83(1992)-  32 14 40.09454(N)    109 53 05.15218(W)     ADJUSTED  
 CY1194* NAVD 88     -              **(meters)            **(feet)            
 CY1194  ___________________________________________________________________
 CY1194  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CY1194  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY1194  HORZ ORDER  -  THIRD
 CY1194
 CY1194.The horizontal coordinates were established by classical geodetic methods
 CY1194.and adjusted by the National Geodetic Survey in August 1993.
 CY1194
 CY1194
 CY1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1194
 CY1194.The geoid height was determined by GEOID03.
 CY1194
 CY1194;                    North         East     Units Scale Factor Converg.
 CY1194;SPC AZ E     -   138,008.279   239,924.290   MT  0.99990870   +0 09 01.5
 CY1194;SPC AZ E     -   452,783.07    787,153.18   iFT  0.99990870   +0 09 01.5
 CY1194;UTM  12      - 3,568,079.527   605,062.372   MT  0.99973612   +0 35 42.2
 CY1194
 CY1194                          SUPERSEDED SURVEY CONTROL
 CY1194
 CY1194  NAD 83(1986)-  32 14 40.08824(N)    109 53 05.14924(W) AD(       ) 4
 CY1194  NAD 27      -  32 14 39.82300(N)    109 53 02.90000(W) AD(       ) 3
 CY1194
 CY1194.Superseded values are not recommended for survey control.
 CY1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1194.See file dsdata.txt to determine how the superseded data were derived.
 CY1194
 CY1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0506268080(NAD 83)
 CY1194_MARKER: 41 = ANTENNA MAST
 CY1194_SETTING: 0 = UNSPECIFIED SETTING
 CY1194
 CY1194  HISTORY     - Date     Condition        Report By
 CY1194  HISTORY     - 1960     FIRST OBSERVED   CGS
 CY1194
 CY1194                          STATION DESCRIPTION
 CY1194
 CY1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1194'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF WILLCOX AND
 CY1194'0.4 MILE SOUTHEAST OF COCHISE COUNTY AIRPORT.
 CY1194'
 CY1194'CENTER OF THE MAST WAS TAKEN.  IT IS A TEMPORARY STEEL STRUCTURE
 CY1194'OF THE U.S. ARMY SIGNAL CORPS, 150 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1115 ***********************************************************************
 DA1115  DESIGNATION -  WILLIAMS
 DA1115  PID         -  DA1115
 DA1115  STATE/COUNTY-  AZ/YUMA
 DA1115  USGS QUAD   -  AZTEC HILLS (1982)
 DA1115
 DA1115                         *CURRENT SURVEY CONTROL
 DA1115  ___________________________________________________________________
 DA1115* NAD 83(1992)-  32 49 40.11467(N)    113 25 10.52937(W)     ADJUSTED  
 DA1115* NAVD 88     -       147.45   (+/-2cm)     483.8    (feet)  VERTCON   
 DA1115  ___________________________________________________________________
 DA1115  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DA1115  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DA1115  HORZ ORDER  -  FIRST
 DA1115  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1115
 DA1115.The horizontal coordinates were established by classical geodetic methods
 DA1115.and adjusted by the National Geodetic Survey in August 1993.
 DA1115
 DA1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1115.The vertical order pertains to the NGVD 29 superseded value.
 DA1115
 DA1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1115
 DA1115.The geoid height was determined by GEOID03.
 DA1115
 DA1115;                    North         East     Units Scale Factor Converg.
 DA1115;SPC AZ W     -   202,712.148   244,295.585   MT  0.99994513   +0 10 44.8
 DA1115;SPC AZ W     -   665,066.10    801,494.70   iFT  0.99994513   +0 10 44.8
 DA1115;SPC AZ C     -   203,657.698    72,642.023   MT  1.00014409   -0 48 53.6
 DA1115;SPC AZ C     -   668,168.30    238,326.85   iFT  1.00014409   -0 48 53.6
 DA1115;UTM  12      - 3,634,791.725   273,505.852   MT  1.00023259   -1 18 44.1
 DA1115
 DA1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1115!SPC AZ W     -   0.99998190  x   0.99994513  =   0.99992703
 DA1115!SPC AZ C     -   0.99998190  x   1.00014409  =   1.00012598
 DA1115!UTM  12      -   0.99998190  x   1.00023259  =   1.00021448
 DA1115
 DA1115|---------------------------------------------------------------------|
 DA1115| PID    Reference Object                     Distance      Geod. Az  |
 DA1115|                                                           dddmmss.s |
 DA1115| CH4581 WILLIAMS RM 3                        36.698 METERS 02636     |
 DA1115| CH2153 HIGHWAY 80 475.53                                  0872119.4 |
 DA1115| DA1249 WILLIAMS RM 2                        17.537 METERS 18245     |
 DA1115| DA1235 WILLIAMS RM 1                        18.717 METERS 26501     |
 DA1115| CH4582 WILLIAMS RM 4                        35.515 METERS 31415     |
 DA1115| DA1405 WILLIAMS 2                           44.064 METERS 34123     |
 DA1115|---------------------------------------------------------------------|
 DA1115
 DA1115                          SUPERSEDED SURVEY CONTROL
 DA1115
 DA1115  NAD 83(1986)-  32 49 40.10920(N)    113 25 10.53514(W) AD(       ) 1
 DA1115  NAD 27      -  32 49 39.93400(N)    113 25 07.85500(W) AD(       ) 1
 DA1115  NGVD 29 (??/??/92)  146.914  (m)          482.00   (f) ADJ UNCH    1 2
 DA1115
 DA1115.Superseded values are not recommended for survey control.
 DA1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1115.See file dsdata.txt to determine how the superseded data were derived.
 DA1115
 DA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7350634792(NAD 83)
 DA1115_MARKER: DB = BENCH MARK DISK
 DA1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1115_STAMPING: WILLIAMS 1934
 DA1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DA1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1115
 DA1115  HISTORY     - Date     Condition        Report By
 DA1115  HISTORY     - 1934     MONUMENTED       CGS
 DA1115  HISTORY     - 1952     GOOD             CGS
 DA1115  HISTORY     - 1958     GOOD             CGS
 DA1115  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DA1115  HISTORY     - 1960     GOOD             NGS
 DA1115  HISTORY     - 1967     GOOD             AMS
 DA1115  HISTORY     - 1981     GOOD             NGS
 DA1115
 DA1115                          STATION DESCRIPTION
 DA1115
 DA1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DA1115'STATION IS ON THE N SIDE OF U.S. HIGHWAY 80, JUST E OF A WILLIAMS
 DA1115'SERVICE STATION.
 DA1115'
 DA1115'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DA1115'IN CONCRETE.
 DA1115'
 DA1115'TO REACH FROM AZTEC, FOLLOW HIGHWAY E 1.4 MILES TO WILLIAMS
 DA1115'SERVICE STATION.  CONTINUE ON FOR 0.2 MILE, TURN LEFT OFF
 DA1115'HIGHWAY AND GO 0.1 MILE TO STATION.
 DA1115
 DA1115                          STATION RECOVERY (1952)
 DA1115
 DA1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 DA1115'STATION IS LOCATED, 1.6 MILES EAST ALONG THE SOUTHERN PACIFIC
 DA1115'COMPANY RAILROAD AND U.S. HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 DA1115'CO. WATER TANK AT AZTEC, 0.2 MILE EAST OF RUBBLE FORMERLY
 DA1115'THE WILLIAMS SERVICE STATION, A STANDARD TRIANGULATION STATION
 DA1115'DISK STAMPED WILLIAMS 1934 SET IN THE TOP OF A CONCRETE
 DA1115'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, 259 FEET NORTH OF
 DA1115'THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTH OF R.M. NO. 2,
 DA1115'61 FEET EAST OF R.M. NO. 1, ABOUT 1 FOOT HIGHER THAN THE
 DA1115'HIGHWAY.  REFERENCE MARK NO. 1, A STANDARD REFERENCE MARK
 DA1115'DISK STAMPED WILLIAMS R.M. NO. 1 1934 SET IN THE TOP OF A
 DA1115'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, 259
 DA1115'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 61 FEET WEST
 DA1115'OF THE STATION, 78 FEET NORTHWEST OF R.M. NO. 2, ABOUT
 DA1115'1 FOOT HIGHER THAN THE HIGHWAY.  REFERENCE MARK NO. 2, A
 DA1115'STANDARD REFERENCE MARK DISK STAMPED WILLIAMS R.M. NO. 2
 DA1115'1934 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 DA1115'ABOVE THE GROUND, 201 FEET NORTH OF THE CENTER LINE OF
 DA1115'THE HIGHWAY, 58 FEET SOUTH OF THE STATION, 78 FEET
 DA1115'SOUTHEAST OF R.M. NO. 1, 1 FOOT HIGHER THAN THE HIGHWAY.
 DA1115
 DA1115                          STATION RECOVERY (1958)
 DA1115
 DA1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 DA1115'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 DA1115'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DA1115'DUE TO HIGHWAY CONSTRUCTION REFERENCE MARKS 1 AND 2 WERE
 DA1115'DESTROYED AND 3 AND 4 WERE ESTABLISHED.
 DA1115'
 DA1115'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DA1115'
 DA1115'THE STATION IS LOCATED ABOUT 12 MILES WEST OF SENTINEL, 1.6
 DA1115'MILES EAST OF AZTEC, 0.25 MILE EAST OF A RICHFIELD SERVICE
 DA1115'STATION ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 80.
 DA1115'
 DA1115'TO REACH THE STATION FROM THE POST OFFICE IN SENTINEL, GO
 DA1115'WEST ON U.S. HIGHWAY 80 FOR 11.6 MILES TO THE STATION ON THE
 DA1115'RIGHT AS DESCRIBED.
 DA1115'
 DA1115'THE STATION MARK, STAMEPD WILLIAMS 1934, IS A STANDARD DISK
 DA1115'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DA1115'PROJECTS 4 INCHES.  IT IS 169 FEET NORTH OF THE CENTER OF U.S.
 DA1115'HIGHWAY 80 AND 5 FEET WEST OF A WITNESS SIGN POST.
 DA1115'
 DA1115'REFERENCE MARK NO. 3, STAMPED WILLIAMS NO 3 1958, IS A STANDARD
 DA1115'DISK WELDED TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS
 DA1115'5 INCHES AND IS SURROUNDED BY A MASS OF CONCRETE.  IT IS 116
 DA1115'FEET NORTHEAST OF A WITNESS SIGN POST.
 DA1115'
 DA1115'REFERENCE MARK NO. 4, STAMPED WILLIAMS NO 4 1958, IS A STANDARD
 DA1115'DISK WELDED TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS
 DA1115'5 INCHES AND IS SURROUNDED BY A MASS OF CONCRETE.  IT IS 120 FEET
 DA1115'NORTHWEST OF A WITNESS SIGN POST.
 DA1115
 DA1115                          STATION RECOVERY (1960)
 DA1115
 DA1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1115'THE STATION MARK AND TWO (2) REFERENCE MARKS WERE RECOVERED
 DA1115'AND FOUND IN GOOD CONDITION.  THE REFERENCE MARKS WERE SET
 DA1115'IN 1958 AND NUMBERED 3 AND 4 RESPECTIVELY.  THE ORIGINAL
 DA1115'REFERENCE MARKS HAVE BEEN DESTROYED.  THE STATION MARK IS
 DA1115'EXPECTED TO BE REMOVED DURING THE CONSTRUCTION OF THE INTERSTATE
 DA1115'ROUTE THEREFORE A NEW STATION WAS ESTABLISHED, OCCUPIED AND
 DA1115'SEPARATELY DESCRIBED.  A NEW DESCRIPTION FOLLOWS.
 DA1115'
 DA1115'THE STATION IS 7.3 MILES EAST OF DATELAND ALONG U.S. HIGHWAY
 DA1115'80 OR 1.4 MILES EAST OF AZTEC AND 0.4 MILE EAST OF HIGHWAY
 DA1115'MILEPOST 77.  IT IS 59 FEET NORTH OF THE CENTER LINE OF THE
 DA1115'WEST BOUND LANES 7 FEET WEST OF A WOODEN WITNESS POST WITH
 DA1115'SIGN ATTACHED AND 5 FEET EAST OF A METAL WITNESS POST WITH
 DA1115'SIGN ATTACHED.
 DA1115'
 DA1115'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 DA1115'POST PROJECTING 6 INCHES AND STAMPED WILLIAMS 1934.
 DA1115'
 DA1115'REFERENCE MARK 3, STAMPED WILLIAMS NO 3 1958, IS A STANDARD
 DA1115'DISK WELDED TO A 3-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 DA1115'IT IS 120 FEET NORTHEAST OF THE STATION.
 DA1115'
 DA1115'REFERENCE MARK 4, STAMPED WILLIAMS NO 4 1958, IS A STANDARD
 DA1115'DISK WELDED TO A 3-INCH CAST IRON PIPE PROJECTING 8 INCHES
 DA1115'AND IS 116 FEET NORTHWEST OF THE STATION.
 DA1115'
 DA1115'THE AZIMUTH MARK, STAMPED 475.53, IS A STANDARD BRASS DISK OF
 DA1115'THE ARIZONA HIGHWAY DEPARTMENT SET IN A DRILL HOLE IN THE TOP
 DA1115'AND CENTER OF THE SOUTH CURB OF THE NORTH ONE OF TWO CONCRETE
 DA1115'BRIDGES.  IT IS 0.35 MILE EAST ALONG U.S. HIGHWAY 80 AND 23
 DA1115'FEET SOUTH OF THE CENTER LINE OF THE FUTURE EAST BOUND LANES.
 DA1115'
 DA1115'THE NEW STATION, STAMPED WILLIAMS 2 1960, WITH UNDERGROUND
 DA1115'MARK, IS A STANDARD DISK SET IN CEMENT IN THE TOP OF A 4-INCH SOIL
 DA1115'PIPE PROJECTING 10 INCHES AND IS 5 FEET SOUTH OF A METAL
 DA1115'WITNESS POST WITH SIGN ATTACHED.
 DA1115
 DA1115                          STATION RECOVERY (1960)
 DA1115
 DA1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA1115'1.4 MI E FROM AZTEC.
 DA1115'1.4 MILES EAST ALONG U. S. HIGHWAY 80 FROM AZTEC, 0.4 MILE EAST OF
 DA1115'MILEPOST 77, 59 FEET NORTH OF THE PROJECTED WEST BOUND LANE OF THE NEW
 DA1115'HIGHWAY.
 DA1115
 DA1115                          STATION RECOVERY (1967)
 DA1115
 DA1115'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CGC)
 DA1115'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 DA1115'R.M. 1, R.M. 3, AND R.M. 4 WERE ALSO RECOVERED.  R.M. 1 HAS
 DA1115'NO DISK BUT CHECK ANGLE AND DISTANCE TO SHANK HOLE IN MONUMENT
 DA1115'WERE MADE.  (PUBLISHED DIST. = 18.717 M, OBS. DIST. = 18.714 M)
 DA1115'
 DA1115'AZIMUTH MARK WAS NOT SEARCHED FOR BY THIS PARTY.
 DA1115'
 DA1115'THE TO REACH DESCRIPTION IS ADEQUATE.
 DA1115'
 DA1115'SEE VOL. 19-W, PG. 21 FOR CHECK ON DISTANCE AND DIRECTION
 DA1115'TO REFERENCE MARKS.
 DA1115
 DA1115                          STATION RECOVERY (1981)
 DA1115
 DA1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1115'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DA1115'1960.  THE STATION IS ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 8
 DA1115'INSIDE OF THE RIGHT-OF-WAY FENCE.  WILLIAMS 2 IS JUST OUTSIDE OF THE
 DA1115'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0088 ***********************************************************************
 FR0088  DESIGNATION -  WILLIAMS
 FR0088  PID         -  FR0088
 FR0088  STATE/COUNTY-  AZ/COCONINO
 FR0088  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0088
 FR0088                         *CURRENT SURVEY CONTROL
 FR0088  ___________________________________________________________________
 FR0088* NAD 83(1986)-  35 14 56.     (N)    112 11 31.     (W)     SCALED    
 FR0088* NAVD 88     -      2064.114  (meters)    6772.01   (feet)  ADJUSTED  
 FR0088  ___________________________________________________________________
 FR0088  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FR0088  DYNAMIC HT  -        2061.228 (meters)    6762.55  (feet)  COMP
 FR0088  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 FR0088
 FR0088  VERT ORDER  -  SECOND    CLASS 0
 FR0088
 FR0088.The horizontal coordinates were scaled from a topographic map and have
 FR0088.an estimated accuracy of +/- 6 seconds.
 FR0088
 FR0088.The orthometric height was determined by differential leveling
 FR0088.and adjusted in June 1991.
 FR0088
 FR0088.The geoid height was determined by GEOID03.
 FR0088
 FR0088.The dynamic height is computed by dividing the NAVD 88
 FR0088.geopotential number by the normal gravity value computed on the
 FR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0088.degrees latitude (g = 980.6199 gals.).
 FR0088
 FR0088.The modeled gravity was interpolated from observed gravity values.
 FR0088
 FR0088;                    North         East    Units  Estimated Accuracy
 FR0088;SPC AZ C     -   471,220.      188,310.      MT  (+/- 180 meters Scaled)
 FR0088
 FR0088                          SUPERSEDED SURVEY CONTROL
 FR0088
 FR0088  NGVD 29 (??/??/92) 2063.14   (m)         6768.8    (f) COMPUTED    2 0
 FR0088
 FR0088.Superseded values are not recommended for survey control.
 FR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0088.See file dsdata.txt to determine how the superseded data were derived.
 FR0088
 FR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE915012(NAD 83)
 FR0088_MARKER: DB = BENCH MARK DISK
 FR0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0088_STAMPING: 6768.802 WILLIAMS 1934
 FR0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0088
 FR0088  HISTORY     - Date     Condition        Report By
 FR0088  HISTORY     - 1934     MONUMENTED       CGS
 FR0088  HISTORY     - 1958     GOOD             NGS
 FR0088
 FR0088                          STATION DESCRIPTION
 FR0088
 FR0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FR0088'IN WILLIAMS.
 FR0088'AT WILLIAMS, COCONINO COUNTY, 45 FEET NORTHEAST OF THE CENTER OF THE
 FR0088'INTERSECTION OF FOURTH AND BILL WILLIAMS STREET, 71 FEET SOUTH OF THE
 FR0088'ENTRANCE TO THE PUBLIC LIBRARY, 8 FEET NORTHWEST OF A LAMPPOST, AND IN
 FR0088'THE SIDEWALK.  A STANDARD DISK, STAMPED 6768.802 WILLIAMS 1934 AND SET
 FR0088'IN THE TOP OF A CAST-IRON PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1073 ***********************************************************************
 ET1073  DESIGNATION -  WILLIAMS
 ET1073  PID         -  ET1073
 ET1073  STATE/COUNTY-  AZ/MOHAVE
 ET1073  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET1073
 ET1073                         *CURRENT SURVEY CONTROL
 ET1073  ___________________________________________________________________
 ET1073* NAD 83(1992)-  34 15 22.25247(N)    113 37 18.40102(W)     ADJUSTED  
 ET1073* NAVD 88     -       622.3    (meters)    2042.     (feet)  VERTCON   
 ET1073  ___________________________________________________________________
 ET1073  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ET1073  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ET1073  HORZ ORDER  -  SECOND
 ET1073
 ET1073.The horizontal coordinates were established by classical geodetic methods
 ET1073.and adjusted by the National Geodetic Survey in August 1993.
 ET1073
 ET1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1073
 ET1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1073
 ET1073.The geoid height was determined by GEOID03.
 ET1073
 ET1073;                    North         East     Units Scale Factor Converg.
 ET1073;SPC AZ W     -   361,087.311   225,169.294   MT  0.99993505   +0 04 19.8
 ET1073;SPC AZ W     - 1,184,669.66    738,744.40   iFT  0.99993505   +0 04 19.8
 ET1073;UTM  12      - 3,793,671.863   258,582.615   MT  1.00031848   -1 28 35.4
 ET1073
 ET1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1073!SPC AZ W     -   0.99990705  x   0.99993505  =   0.99984211
 ET1073!UTM  12      -   0.99990705  x   1.00031848  =   1.00022550
 ET1073
 ET1073:                Primary Azimuth Mark                     Grid Az
 ET1073:SPC AZ W     -  ARTILLERY PEAK                           016 23 16.1
 ET1073:UTM  12      -  ARTILLERY PEAK                           017 56 11.3
 ET1073
 ET1073|---------------------------------------------------------------------|
 ET1073| PID    Reference Object                     Distance      Geod. Az  |
 ET1073|                                                           dddmmss.s |
 ET1073| ET1071 ARTILLERY PEAK                      APPROX.13.2 KM 0162735.9 |
 ET1073| ET0672 Y 11                                               0821358.3 |
 ET1073| CH4583 WILLIAMS RM 1                         8.548 METERS 23213     |
 ET1073| CH4584 WILLIAMS RM 2                         6.483 METERS 35139     |
 ET1073|---------------------------------------------------------------------|
 ET1073
 ET1073                          SUPERSEDED SURVEY CONTROL
 ET1073
 ET1073  NAD 83(1986)-  34 15 22.25066(N)    113 37 18.40930(W) AD(       ) 2
 ET1073  NAD 27      -  34 15 22.17700(N)    113 37 15.65400(W) AD(       ) 2
 ET1073  NGVD 29 (07/19/86)  621.6    (m)         2039.     (f) VERT ANG    3  
 ET1073
 ET1073.Superseded values are not recommended for survey control.
 ET1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1073.See file dsdata.txt to determine how the superseded data were derived.
 ET1073
 ET1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC5858393672(NAD 83)
 ET1073_MARKER: DS = TRIANGULATION STATION DISK
 ET1073_SETTING: 66 = SET IN ROCK OUTCROP
 ET1073
 ET1073  HISTORY     - Date     Condition        Report By
 ET1073  HISTORY     - 1948     MONUMENTED       CGS
 ET1073  HISTORY     - 1972     GOOD             AZHD
 ET1073
 ET1073                          STATION DESCRIPTION
 ET1073
 ET1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 ET1073'THE STATION IS LOCATED ON THE FIRST HIGH PROMINENT PEAK SOUTHWEST
 ET1073'OF ALAMO CROSSING, ABOUT 4 MILES AIR LINE SOUTHWEST OF ALAMO,
 ET1073'ABOUT 1 MILE AIR LINE NORTHWEST OF THE WILLIAMS RIVER.  THE
 ET1073'PEAK IS APPROACHED FROM THE SOUTHEAST, NORTH, AND SOUTHWEST
 ET1073'BY RIDGES AND DROPS OFF SHARPLY TO WASH ON THE NORTHWEST SIDE.
 ET1073'THE STATION IS ON THE HIGHEST POINT, 8 PACES EAST OF THE WEST
 ET1073'RIM, 5 PACES NORTH OF THE SOUTH RIM, PROJECTS 6 INCHES AND IS
 ET1073'STAMPED, WILLIAMS 1948.
 ET1073'
 ET1073'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN THE
 ET1073'STATION, ON THE SOUTH SLOPE, PROJECTS 3 INCHES AND IS STAMPED,
 ET1073'WILLIAMS NO 1 1948.
 ET1073'
 ET1073'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 ET1073'STATION, ON THE NORTHWEST SLOPE, PROJECTS 3 INCHES, AND IS
 ET1073'STAMPED, WILLIAMS NO 2 1948.
 ET1073'
 ET1073'THE AZIMUTH MARK, A U.S. COAST AND GEODETIC SURVEY BENCH MARK,
 ET1073'IS LOCATED IN THE SMALL SETTLEMENT ON THE WEST SIDE OF THE
 ET1073'WILLIAMS RIVER, 44 PACES NORTH OF AND APPROXIMATELY 10 FEET
 ET1073'ABOVE THE CENTER LINE OF BLADED ROAD, 23 PACES NORTH OF A DEEP
 ET1073'WASH, 16 PACES NORTHWEST OF AN OLD ABANDONED SHACK, SET IN
 ET1073'BEDROCK, FLUSH, AND IS STAMPED, 1056.494 Y 11 1927.
 ET1073'
 ET1073'TO REACH FROM WENDEN.  GO NORTH ON BLADED ROAD (OVER CUNNINGHAM
 ET1073'PASS) FOR 11.1 MILES TO FORK.  TAKE THE RIGHT FORK AND GO 7.1
 ET1073'MILES TO A FORK AT A LONE BUTTE.  TAKE THE LEFT FORK STRAIGHT
 ET1073'AHEAD AND GO 14.1 MILES TO A FORK AT A REVERSE Y AND BENCH
 ET1073'MARK A 12 ON RIGHT.  TAKE THE LEFT FORK STRAIGHT AHEAD AND
 ET1073'GO 4.1 MILES TO A FORK AT SIGN LK RANCH.  TAKE THE LEFT FORK
 ET1073'AND GO 0.3 MILE TO FORK AT SIGN KIMMEL RANCH.  TAKE THE LEFT
 ET1073'FORK AND GO 1.9 MILES TO ALAMO CROSSING.  CONTINUE ON BLADED
 ET1073'ROAD (FORDING THE BILL WILLIAMS RIVER) FOR 0.6 MILE TO
 ET1073'BUILDINGS ON WEST SIDE OF RIVER AND AZIMUTH MARK AS DESCRIBED
 ET1073'ABOVE.  CONTINUE ON BLADED ROAD FOR 0.3 MILE TO FORK.
 ET1073'TAKE THE LEFT FORK AND FOLLOW BLADED ROAD SOUTHWEST FOR 1.9
 ET1073'MILE TO FORK AT OREGON COPPER MINE.  TAKE THE RIGHT FORK AND
 ET1073'CONTINUE UP RIDGE FOR 0.6 MILE TO A DIM FORK AT A TALL
 ET1073'SAHUARO CACTUS AND END OF TRUCK TRAVEL FOR A 2 WHEEL
 ET1073'VEHICLE.  WITH A 4 WHEEL DRIVE VEHICLE, TAKE THE RIGHT FORK
 ET1073'DOWN STEEP GRADE FOR 0.1 MILE TO BOTTOM OF WASH AT THE MOUTH
 ET1073'OF A NARROW WASH TO THE NORTHWEST.  TURN LEFT (NW) UP WASH AND
 ET1073'GO 1.05 MILE TO BOTTLE NECK AND END OF TRUCK TRAVEL.
 ET1073'FROM THIS POINT PACK UP WASH FOR 5 MINUTES (APPROX. 0.25 MILE)
 ET1073'TO THE MOUTH OF A SMALL WASH TO THE NORTH.  TURN NORTH
 ET1073'(LEAVING MAIN WASH) AND PACK UP RIDGE TO THE HIGHEST POINT AND
 ET1073'STATION AS DESCRIBED ABOVE.  A 30 MINUTE PACK WITH 4 WHEEL
 ET1073'DRIVE VEHICLE, OTHERWISE ABOUT 1 HOUR 15 MINUTES.
 ET1073
 ET1073                          STATION RECOVERY (1972)
 ET1073
 ET1073'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EHT)
 ET1073'GENERAL LOCATION 1 AIRLINE MILE NORTHWEST OF BILL WILLIAMS
 ET1073'RIVER
 ET1073'
 ET1073'TO REACH USC AND GS DESCRIPTION IS ADEQUATE BUT TRAIL
 ET1073'IS EVENTUALLY GOING TO BE UNDER ALAMO LAKE ROADS WHERE OBSERVED
 ET1073'TO THE NORTH BUT WERE NOT INVESTIGATED
 ET1073'
 ET1073'STATION MARK GOOD
 ET1073'
 ET1073'REFERENCE MARKS FAIR
 ET1073'
 ET1073'AZIMUTH MARK NOT SEARCHED FOR PRESUMED UNDER WATER
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0989 ***********************************************************************
 CG0989  DESIGNATION -  WILLIAMS
 CG0989  PID         -  CG0989
 CG0989  STATE/COUNTY-  AZ/COCHISE
 CG0989  USGS QUAD   -  MESCAL (1983)
 CG0989
 CG0989                         *CURRENT SURVEY CONTROL
 CG0989  ___________________________________________________________________
 CG0989* NAD 83(1992)-  31 53 59.08641(N)    110 25 13.96196(W)     ADJUSTED  
 CG0989* NAVD 88     -      1580.2    (meters)    5184.     (feet)  VERTCON   
 CG0989  ___________________________________________________________________
 CG0989  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CG0989  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CG0989  HORZ ORDER  -  FIRST
 CG0989
 CG0989.The horizontal coordinates were established by classical geodetic methods
 CG0989.and adjusted by the National Geodetic Survey in August 1993.
 CG0989
 CG0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0989
 CG0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0989
 CG0989.The geoid height was determined by GEOID03.
 CG0989
 CG0989;                    North         East     Units Scale Factor Converg.
 CG0989;SPC AZ E     -    99,779.515   189,346.540   MT  0.99990711   -0 08 03.0
 CG0989;SPC AZ E     -   327,360.61    621,215.68   iFT  0.99990711   -0 08 03.0
 CG0989;SPC AZ C     -   100,727.927   354,879.852   MT  1.00014693   +0 47 26.6
 CG0989;SPC AZ C     -   330,472.20  1,164,303.98   iFT  1.00014693   +0 47 26.6
 CG0989;UTM  12      - 3,529,469.823   554,792.509   MT  0.99963702   +0 18 22.4
 CG0989
 CG0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0989!SPC AZ E     -   0.99975630  x   0.99990711  =   0.99966343
 CG0989!SPC AZ C     -   0.99975630  x   1.00014693  =   0.99990319
 CG0989!UTM  12      -   0.99975630  x   0.99963702  =   0.99939341
 CG0989
 CG0989:                Primary Azimuth Mark                     Grid Az
 CG0989:SPC AZ E     -  PHOENIX EL PASO AWY BCN T 1              005 10 43.7
 CG0989:SPC AZ C     -  PHOENIX EL PASO AWY BCN T 1              004 15 14.1
 CG0989:UTM  12      -  PHOENIX EL PASO AWY BCN T 1              004 44 18.3
 CG0989
 CG0989|---------------------------------------------------------------------|
 CG0989| PID    Reference Object                     Distance      Geod. Az  |
 CG0989|                                                           dddmmss.s |
 CG0989| CZ1797 PHOENIX EL PASO AWY BCN T 1         APPROX.16.7 KM 0050240.7 |
 CG0989| CC7655 WILLIAMS AZ MK                                     0084940.7 |
 CG0989| CC7656 WILLIAMS RM 1                         7.318 METERS 03134     |
 CG0989| CG0976 WHETSTONE SP RR WATER TANK          APPROX. 9.9 KM 0542225.2 |
 CG0989| CG0973 AIRWAY BN LANDING FLD E BENSON      APPROX.16.4 KM 0640640.3 |
 CG0989| CG0975 AVIATION BEACON 45 A                APPROX. 5.3 KM 0644300.9 |
 CG0989| CC7657 WILLIAMS RM 2                        10.502 METERS 30023     |
 CG0989| CG0986 MESCAL EL PASO NAT GAS CO TK        APPROX. 8.0 KM 3440451.2 |
 CG0989|---------------------------------------------------------------------|
 CG0989
 CG0989                          SUPERSEDED SURVEY CONTROL
 CG0989
 CG0989  NAD 83(1986)-  31 53 59.08085(N)    110 25 13.96051(W) AD(       ) 1
 CG0989  NAD 27      -  31 53 58.77500(N)    110 25 11.69200(W) AD(       ) 1
 CG0989  NGVD 29 (06/28/91) 1579.3    (m)         5181.     (f) VERT ANG    3  
 CG0989
 CG0989.Superseded values are not recommended for survey control.
 CG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0989.See file dsdata.txt to determine how the superseded data were derived.
 CG0989
 CG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA5479329470(NAD 83)
 CG0989_MARKER: DS = TRIANGULATION STATION DISK
 CG0989_SETTING: 66 = SET IN ROCK OUTCROP
 CG0989_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CG0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0989+STABILITY: POSITION/ELEVATION WELL
 CG0989
 CG0989  HISTORY     - Date     Condition        Report By
 CG0989  HISTORY     - 1935     MONUMENTED       CGS
 CG0989  HISTORY     - 1936     GOOD             CGS
 CG0989  HISTORY     - 1946     GOOD             CGS
 CG0989  HISTORY     - 1960     GOOD             CGS
 CG0989  HISTORY     - 1986     GOOD             AZDT
 CG0989
 CG0989                          STATION DESCRIPTION
 CG0989
 CG0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG0989'STATION IS ABOUT 8 MILES, AIRLINE, SW OF BENSON, ON THE W AND
 CG0989'HIGHEST OF TWO SANDY HILLS, ABOUT 2 MILES S OF THE WILLIAMS
 CG0989'RANCH, IN SECTIONS 33 AND 34, T. 17 AND 18 (APPROXIMATELY ON THE
 CG0989'LINE), R. 19 E. (APPROX.) ON THE LINE).
 CG0989'
 CG0989'TO REACH FROM BENSON, GO W ON U.S. HIGHWAY 80 FOR 8.5 MILES TO A
 CG0989'WHITE CATTLE GUARD AND A SIGN ON THE TELEPHONE POLE READING BENSON
 CG0989'9, TUCSON 43.  TURN LEFT THROUGH THE CATTLE GUARD AND FOLLOW THE
 CG0989'ROAD 2.6 MILES TO ANOTHER CATTLE GUARD.  TAKE THE LEFT FORK
 CG0989'THROUGH GUARD AND GO 0.7 MILE TO THE WILLIAMS RANCH.  GO THROUGH
 CG0989'3 GATES AT THE CORRAL AND FOLLOW THE OLD WOOD ROAD LEADING
 CG0989'TOWARD THE HILL.  WHEN THE WHITE FENCE IS SEEN, HEAD DIRECTLY
 CG0989'FOR IT (BEEHIVES ENCLOSED BY WHITE FENCE).  ON THE E SIDE OF THE
 CG0989'WHITE FENCE HEAD S AND CROSS THE WASH, THEN FOLLOW THE
 CG0989'RIDGE NEARLY DUE S TO THE FOOT OF THE HILL AND THE END OF
 CG0989'TRUCK TRAVEL.  FROM HERE CONTINUE ON FOOT UP THE SLOPE TO THE
 CG0989'CREST OF THE HILL AND TO THE HIGHEST POINT TO THE STATION.
 CG0989'
 CG0989'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN BOULDERS.
 CG0989
 CG0989                          STATION RECOVERY (1936)
 CG0989
 CG0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG0989'THE STATION WAS RECOVERED AS DESCRIBED BY E.B. LATHAM IN GOOD
 CG0989'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW DESCRIPTION
 CG0989'IS NOT NECESSARY.  THE REFERENCE MARKS WERE FOUND IN GOOD
 CG0989'CONDITION.
 CG0989'
 CG0989'AN AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  IT IS APPROXIMATELY
 CG0989'0.4 MILE N OF THE STATION, 3 PACES W OF A TREE, 3 PACES E OF THE
 CG0989'CENTER LINE OF A TRACK ROAD LEADING S INTO THE STATION.  IT IS A
 CG0989'CONCRETE MARK 6 INCHES SQUARE AND PROJECTS ABOUT 5 INCHES ABOVE
 CG0989'THE GROUND.
 CG0989'
 CG0989'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 CG0989'
 CG0989'THE ORIGINAL REFERENCE MARK DISTANCES APPEAR TO BE SLIGHTLY
 CG0989'INCORRECT AS COMPARED TO THE MEASUREMENTS MADE IN 1936.
 CG0989
 CG0989                          STATION RECOVERY (1946)
 CG0989
 CG0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0989'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 CG0989'DUE TO CHANGES IN ROADS THE FOLLOWING DESCRIPTION SHOULD SUPERSEDE
 CG0989'THE OLD DESCRIPTION.
 CG0989'
 CG0989'TO REACH FROM THE POST OFFICE IN BENSON, GO 8.5 MILES W ON STATE
 CG0989'HIGHWAY 86 TO CATTLE GUARD ON THE LEFT, S, SIDE OF ROAD AND SIGN
 CG0989'READING JAY SIX CATTLE CO. AND A WINDMILL AND TANK JUST SE OF THE
 CG0989'CATTLE GUARD.  HERE TURN LEFT CROSSING CATTLE GUARD AND GO FOR
 CG0989'2.4 MILES TO ANOTHER CATTLE GUARD.  CROSS AND KEEP LEFT FORK FOR
 CG0989'0.1 MILE TO ANOTHER CATTLE GUARD.  CROSS AND CONTINUE FOR 0.7
 CG0989'MILE TO THE WILLIAMS RANCH.  HERE KEEP STRAIGHT AHEAD FOR 0.1
 CG0989'MILE TO WOOD GATE IN CORRALS.  PASS THROUGH AND KEEP STRAIGHT
 CG0989'AHEAD THROUGH TWO MORE GATES.  FROM HERE FOLLOW TRACK ROAD
 CG0989'ALONG RIDGE FOR 0.85 MILE TO WASH.  CROSS AND CONTINUE FOR 0.3
 CG0989'MILE TO AZIMUTH MARK ON LEFT SIDE OF ROAD.  CONTINUE FOR 0.6
 CG0989'MILE TO WIRE GATE.  PASS THROUGH AND GO FOR 0.1 MILE TO END OF
 CG0989'TRUCK TRAVEL.  FROM HERE PACK UP RIDGE ON RIGHT, W, SIDE OF
 CG0989'ROAD TO HIGHEST POINT AND STATION.  A PACK OF 10 MINUTES.
 CG0989
 CG0989                          STATION RECOVERY (1960)
 CG0989
 CG0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0989'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 CG0989'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CG0989'DIFFERENCES IN THE DISTANCE TO THE REFERENCE MARKS WAS FOUND.
 CG0989
 CG0989                          STATION RECOVERY (1986)
 CG0989
 CG0989'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0989'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1935.
 CG0989'THE AZIMUTH MARK HAS BEEN DESTROYED AND A NEW AZIMUTH MARK WAS SET AT
 CG0989'THIS TIME.
 CG0989'
 CG0989'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---WILLIAMS 1935 1986---.
 CG0989'IT IS SET IN A DRILL HOLE IN A 3 FOOT BOULDER.  IT IS 2-1/2 FEET NORTH
 CG0989'OF A WITNESS POST.
 CG0989'
 CG0989'TO REACH THE STATION FROM BENSON TRAVEL WEST ALONG INTERSTATE HIGHWAY
 CG0989'10 FOR ABOUT 8 MILES TO THE MESCAL TRAFFIC INTERCHANGE.  TRAVEL SOUTH
 CG0989'ALONG MESCAL ROAD FOR 2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND
 CG0989'TRAVEL SOUTH FOR 0.65 MILE TO A LOCKED GATE.  OBTAIN A KEY FROM THE
 CG0989'HOME OR CALL TOM PENDLETON AT 602 263 0305 OR 602 892 7971.  PASS
 CG0989'THROUGH THE GATE FOR 0.05 MILE TO THE RANCH HOUSE AND CONTINUE 0.05
 CG0989'MILE TO A GATE, CONTINUE 0.05 MILE TO A CORRAL WITH A NORTH GATE AND
 CG0989'A SOUTH GATE.  TRAVEL SOUTH ON ROAD LEADING FROM THE SOUTH GATE FOR
 CG0989'1.75 MILES TO A SADDLE BETWEEN 2 HILLS AND END OF TRUCK TRAVEL.  PACK
 CG0989'WEST TO THE TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0837 ***********************************************************************
 FR0837  DESIGNATION -  WILLIAMS
 FR0837  PID         -  FR0837
 FR0837  STATE/COUNTY-  AZ/COCONINO
 FR0837  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0837
 FR0837                         *CURRENT SURVEY CONTROL
 FR0837  ___________________________________________________________________
 FR0837* NAD 83(1992)-  35 12 00.44175(N)    112 12 18.62552(W)     ADJUSTED  
 FR0837* NAVD 88     -      2822.8    (meters)    9261.     (feet)  VERTCON   
 FR0837  ___________________________________________________________________
 FR0837  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 FR0837  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FR0837  HORZ ORDER  -  THIRD
 FR0837
 FR0837.The horizontal coordinates were established by classical geodetic methods
 FR0837.and adjusted by the National Geodetic Survey in August 1993.
 FR0837
 FR0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0837
 FR0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0837
 FR0837.The geoid height was determined by GEOID03.
 FR0837
 FR0837;                    North         East     Units Scale Factor Converg.
 FR0837;SPC AZ C     -   465,812.217   187,089.589   MT  0.99990850   -0 09 58.7
 FR0837;SPC AZ C     - 1,528,255.31    613,810.99   iFT  0.99990850   -0 09 58.7
 FR0837;UTM  12      - 3,895,901.436   390,291.586   MT  0.99974833   -0 41 41.2
 FR0837
 FR0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0837!SPC AZ C     -   0.99956088  x   0.99990850  =   0.99946942
 FR0837!UTM  12      -   0.99956088  x   0.99974833  =   0.99930932
 FR0837
 FR0837:                Primary Azimuth Mark                     Grid Az
 FR0837:SPC AZ C     -  CAMP WOOD                                238 30 11.7
 FR0837:UTM  12      -  CAMP WOOD                                239 01 54.2
 FR0837
 FR0837|---------------------------------------------------------------------|
 FR0837| PID    Reference Object                     Distance      Geod. Az  |
 FR0837|                                                           dddmmss.s |
 FR0837| ET1011 CAMP WOOD                           APPROX.76.7 KM 2382013.0 |
 FR0837|---------------------------------------------------------------------|
 FR0837
 FR0837                          SUPERSEDED SURVEY CONTROL
 FR0837
 FR0837  NAD 83(1986)-  35 12 00.44061(N)    112 12 18.61973(W) AD(       ) 3
 FR0837  NGVD 29 (05/08/89) 2821.7    (m)         9258.     (f) VERT ANG    3  
 FR0837
 FR0837.Superseded values are not recommended for survey control.
 FR0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0837.See file dsdata.txt to determine how the superseded data were derived.
 FR0837
 FR0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9029295901(NAD 83)
 FR0837_MARKER: DS = TRIANGULATION STATION DISK
 FR0837_SETTING: 66 = SET IN ROCK OUTCROP
 FR0837_SP_SET: SET IN BEDROCK
 FR0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0837+STABILITY: POSITION/ELEVATION WELL
 FR0837
 FR0837  HISTORY     - Date     Condition        Report By
 FR0837  HISTORY     - 1902     MONUMENTED       USGS
 FR0837
 FR0837                          STATION DESCRIPTION
 FR0837
 FR0837'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FR0837'LOCATED 4 MI S. OF WILLIAMS.  ON BILL WILLIAMS MTN.
 FR0837'
 FR0837'TO REACH NOT GIVEN.
 FR0837'
 FR0837'STATION MARK--BRONZE TABLET, STAMPING UNKNOWN, SET IN SOLID ROCK
 FR0837'PROJECTING 2 FT. ABOVE GROUND.
 FR0837'
 FR0837'RM--ROCK CAIRN 7 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1405 ***********************************************************************
 DA1405  DESIGNATION -  WILLIAMS 2
 DA1405  PID         -  DA1405
 DA1405  STATE/COUNTY-  AZ/YUMA
 DA1405  USGS QUAD   -  AZTEC HILLS (1982)
 DA1405
 DA1405                         *CURRENT SURVEY CONTROL
 DA1405  ___________________________________________________________________
 DA1405* NAD 83(1992)-  32 49 41.47022(N)    113 25 11.07016(W)     ADJUSTED  
 DA1405* NAVD 88     -       147.4    (meters)     484.     (feet)  VERTCON   
 DA1405  ___________________________________________________________________
 DA1405  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DA1405  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DA1405  HORZ ORDER  -  SECOND
 DA1405
 DA1405.The horizontal coordinates were established by classical geodetic methods
 DA1405.and adjusted by the National Geodetic Survey in August 1993.
 DA1405
 DA1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1405
 DA1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1405
 DA1405.The geoid height was determined by GEOID03.
 DA1405
 DA1405;                    North         East     Units Scale Factor Converg.
 DA1405;SPC AZ W     -   202,753.861   244,281.389   MT  0.99994512   +0 10 44.5
 DA1405;SPC AZ W     -   665,202.96    801,448.13   iFT  0.99994512   +0 10 44.5
 DA1405;SPC AZ C     -   203,699.658    72,628.551   MT  1.00014414   -0 48 53.9
 DA1405;SPC AZ C     -   668,305.96    238,282.65   iFT  1.00014414   -0 48 53.9
 DA1405;UTM  12      - 3,634,833.805   273,492.743   MT  1.00023266   -1 18 44.5
 DA1405
 DA1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1405!SPC AZ W     -   0.99998190  x   0.99994512  =   0.99992702
 DA1405!SPC AZ C     -   0.99998190  x   1.00014414  =   1.00012604
 DA1405!UTM  12      -   0.99998190  x   1.00023266  =   1.00021455
 DA1405
 DA1405:                Primary Azimuth Mark                     Grid Az
 DA1405:SPC AZ W     -  HIGHWAY 80 475.53                        091 32 05.6
 DA1405:SPC AZ C     -  HIGHWAY 80 475.53                        092 31 44.0
 DA1405:UTM  12      -  HIGHWAY 80 475.53                        093 01 34.6
 DA1405
 DA1405|---------------------------------------------------------------------|
 DA1405| PID    Reference Object                     Distance      Geod. Az  |
 DA1405|                                                           dddmmss.s |
 DA1405| CH2153 HIGHWAY 80 475.53                                  0914250.1 |
 DA1405| CH4581 WILLIAMS RM 3                        31.795 METERS 10621     |
 DA1405| DA1115 WILLIAMS                             44.064 METERS 16123     |
 DA1405| CH4582 WILLIAMS RM 4                        20.433 METERS 21348     |
 DA1405|---------------------------------------------------------------------|
 DA1405
 DA1405                          SUPERSEDED SURVEY CONTROL
 DA1405
 DA1405  NAD 83(1986)-  32 49 41.46478(N)    113 25 11.07594(W) AD(       ) 2
 DA1405  NAD 27      -  32 49 41.28950(N)    113 25 08.39630(W) AD(       ) 2
 DA1405  NGVD 29 (07/19/86)  146.9    (m)          482.     (f) VERT ANG    3  
 DA1405
 DA1405.Superseded values are not recommended for survey control.
 DA1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1405.See file dsdata.txt to determine how the superseded data were derived.
 DA1405
 DA1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB7349334834(NAD 83)
 DA1405_MARKER: DS = TRIANGULATION STATION DISK
 DA1405_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DA1405_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DA1405
 DA1405  HISTORY     - Date     Condition        Report By
 DA1405  HISTORY     - 1960     MONUMENTED       CGS
 DA1405  HISTORY     - 1981     GOOD             NGS
 DA1405
 DA1405                          STATION DESCRIPTION
 DA1405
 DA1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DA1405'THE STATION IS 7.3 MILES EAST OF DATELAND ALONG U.S. HIGHWAY
 DA1405'80 OR 1.4 MILES EAST OF AZTEC AND 0.4 MILE EAST OF HIGHWAY
 DA1405'MILEPOST 77, 204 FEET NORTH OF THE CENTER LINE OF THE FUTURE
 DA1405'WEST BOUND LANES AND 5 FEET SOUTH OF A METAL WITNESS POST
 DA1405'WITH SIGN ATTACHED.
 DA1405'
 DA1405'THE STATION MARK, STAMPED WILLIAMS 2 1960, IS A STANDARD
 DA1405'DISK SET IN CONCRETE IN THE TOP OF A 4-INCH SOIL PIPE PROJECTING
 DA1405'10 INCHES.  THE UNDERGROUND MARK IS A STANDARD REFERENCE
 DA1405'MARK DISK, UNSTAMPED, AND SET IN A MASS OF CONCRETE AT
 DA1405'30 INCHES BELOW THE GROUND LEVEL.
 DA1405'
 DA1405'REFERENCE MARK 3 1958 IS A STANDARD DISK WELDED TO THE TOP
 DA1405'OF A 3-INCH CAST IRON PIPE PROJECTING 6 INCHES.  IT IS STAMPED
 DA1405'WILLIAMS NO 3 1958 WITH THE ARROW POINTING TO THE OLD STATION.
 DA1405'
 DA1405'REFERENCE MARK 4 1958 IS A STANDARD DISK WELDED TO THE TOP
 DA1405'OF A 3-INCH CAST IRON PIPE PROJECTING 8 INCHES.  IT IS STAMPED
 DA1405'WILLIAMS NO 4 1958 WITH THE ARROW POINTING TO THE OLD STATION.
 DA1405'
 DA1405'THE AZIMUTH MARK, STAMEPD 475.53, IS A STANDARD DISK OF THE
 DA1405'ARIZONA HIGHWAY DEPARTMENT SET IN A DRILL HOLE IN THE TOP AND
 DA1405'CENTER OF THE SOUTH CURB OF THE NORTH ONE OF TWO CONCRETE
 DA1405'BRIDGES.  IT IS 0.35 MILES EAST ALONG U.S. HIGHWAY 80 AND 23
 DA1405'FEET SOUTH OF THE CENTER LINE OF THE FUTURE EAST BOUND LANES.
 DA1405
 DA1405                          STATION RECOVERY (1981)
 DA1405
 DA1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DA1405'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0867 ***********************************************************************
 FR0867  DESIGNATION -  WILLIAMS AIRPORT BEACON
 FR0867  PID         -  FR0867
 FR0867  STATE/COUNTY-  AZ/COCONINO
 FR0867  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0867
 FR0867                         *CURRENT SURVEY CONTROL
 FR0867  ___________________________________________________________________
 FR0867* NAD 83(1992)-  35 18 07.59466(N)    112 11 31.35042(W)     ADJUSTED  
 FR0867* NAVD 88     -              **(meters)            **(feet)            
 FR0867  ___________________________________________________________________
 FR0867  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 FR0867  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FR0867  HORZ ORDER  -  THIRD
 FR0867
 FR0867.The horizontal coordinates were established by classical geodetic methods
 FR0867.and adjusted by the National Geodetic Survey in August 1993.
 FR0867
 FR0867
 FR0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0867
 FR0867.The geoid height was determined by GEOID03.
 FR0867
 FR0867;                    North         East     Units Scale Factor Converg.
 FR0867;SPC AZ C     -   477,122.695   188,316.727   MT  0.99990773   -0 09 32.9
 FR0867;SPC AZ C     - 1,565,363.17    617,837.03   iFT  0.99990773   -0 09 32.9
 FR0867;UTM  12      - 3,907,198.273   391,622.908   MT  0.99974475   -0 41 20.2
 FR0867
 FR0867                          SUPERSEDED SURVEY CONTROL
 FR0867
 FR0867  NAD 83(1986)-  35 18 07.59113(N)    112 11 31.35106(W) AD(       ) 4
 FR0867  NAD 27      -  35 18 07.56000(N)    112 11 28.75000(W) AD(       ) 3
 FR0867
 FR0867.Superseded values are not recommended for survey control.
 FR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0867.See file dsdata.txt to determine how the superseded data were derived.
 FR0867
 FR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9162307198(NAD 83)
 FR0867_MARKER: 22 = AIRWAY BEACON
 FR0867
 FR0867  HISTORY     - Date     Condition        Report By
 FR0867  HISTORY     - 1955     FIRST OBSERVED   CGS
 FR0867  HISTORY     - 20080517 MARK NOT FOUND   GEOCAC
 FR0867
 FR0867                          STATION DESCRIPTION
 FR0867
 FR0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0867'THE STATION IS A C.A.A. AIRWAY BEACON ON A SKELETON STEEL
 FR0867'TOWER 64 FT. ABOVE THE GROUND.  IT IS AT WILLIAMS AIRPORT, 115
 FR0867'FT. E OF A ROAD, AND 24 FT. SE OF A SMALL BUILDING.  THE CENTER OF
 FR0867'THE REVOLVING LIGHT WAS OBSERVED UPON.
 FR0867'
 FR0867'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND SECOND
 FR0867'STREET IN WILLIAMS, GO N ON SECOND STREET FOR 0.4 MI., TURN
 FR0867'RIGHT AND GO 0.2 MI., TURN LEFT AND GO 3.0 MI. TO WILLIAMS
 FR0867'AIRPORT AND THE BEACON.
 FR0867'
 FR0867'THIS IS AN INTERSECTION STATION.
 FR0867
 FR0867                          STATION RECOVERY (2008)
 FR0867
 FR0867'RECOVERY NOTE BY GEOCACHING 2008 (RFC)
 FR0867'TOWER HAS BEEN REPLACED BY A SINGLE, RED AND WHITE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0864 ***********************************************************************
 FR0864  DESIGNATION -  WILLIAMS FRED HARVEY HOTEL TK
 FR0864  PID         -  FR0864
 FR0864  STATE/COUNTY-  AZ/COCONINO
 FR0864  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0864
 FR0864                         *CURRENT SURVEY CONTROL
 FR0864  ___________________________________________________________________
 FR0864* NAD 83(1992)-  35 15 05.37239(N)    112 11 29.92457(W)     ADJUSTED  
 FR0864* NAVD 88     -              **(meters)            **(feet)            
 FR0864  ___________________________________________________________________
 FR0864  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 FR0864  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FR0864  HORZ ORDER  -  THIRD
 FR0864
 FR0864.The horizontal coordinates were established by classical geodetic methods
 FR0864.and adjusted by the National Geodetic Survey in August 1993.
 FR0864
 FR0864
 FR0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0864
 FR0864.The geoid height was determined by GEOID03.
 FR0864
 FR0864;                    North         East     Units Scale Factor Converg.
 FR0864;SPC AZ C     -   471,507.366   188,337.182   MT  0.99990771   -0 09 31.4
 FR0864;SPC AZ C     - 1,546,940.18    617,904.14   iFT  0.99990771   -0 09 31.4
 FR0864;UTM  12      - 3,901,583.910   391,591.478   MT  0.99974483   -0 41 16.2
 FR0864
 FR0864                          SUPERSEDED SURVEY CONTROL
 FR0864
 FR0864  NAD 83(1986)-  35 15 05.36852(N)    112 11 29.92519(W) AD(       ) 4
 FR0864  NAD 27      -  35 15 05.33000(N)    112 11 27.32000(W) AD(       ) 3
 FR0864
 FR0864.Superseded values are not recommended for survey control.
 FR0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0864.See file dsdata.txt to determine how the superseded data were derived.
 FR0864
 FR0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9159101584(NAD 83)
 FR0864_MARKER: 51 = TANK
 FR0864
 FR0864  HISTORY     - Date     Condition        Report By
 FR0864  HISTORY     - 1920     FIRST OBSERVED   CGS
 FR0864
 FR0864                          STATION DESCRIPTION
 FR0864
 FR0864'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0144 ***********************************************************************
 FR0144  DESIGNATION -  WILLIAMS LAPLACE
 FR0144  PID         -  FR0144
 FR0144  STATE/COUNTY-  AZ/COCONINO
 FR0144  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0144
 FR0144                         *CURRENT SURVEY CONTROL
 FR0144  ___________________________________________________________________
 FR0144* NAD 83(1992)-  35 15 08.05988(N)    112 11 27.08722(W)     ADJUSTED  
 FR0144* NAVD 88     -      2059.625  (meters)    6757.29   (feet)  ADJUSTED  
 FR0144  ___________________________________________________________________
 FR0144  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 FR0144  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0144  DYNAMIC HT  -        2056.746 (meters)    6747.84  (feet)  COMP
 FR0144  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 FR0144
 FR0144  HORZ ORDER  -  SECOND
 FR0144  VERT ORDER  -  FIRST     CLASS II
 FR0144
 FR0144.The horizontal coordinates were established by classical geodetic methods
 FR0144.and adjusted by the National Geodetic Survey in August 1993.
 FR0144
 FR0144.The orthometric height was determined by differential leveling
 FR0144.and adjusted in June 1991.
 FR0144
 FR0144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0144
 FR0144.The geoid height was determined by GEOID03.
 FR0144
 FR0144.The dynamic height is computed by dividing the NAVD 88
 FR0144.geopotential number by the normal gravity value computed on the
 FR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0144.degrees latitude (g = 980.6199 gals.).
 FR0144
 FR0144.The modeled gravity was interpolated from observed gravity values.
 FR0144
 FR0144;                    North         East     Units Scale Factor Converg.
 FR0144;SPC AZ C     -   471,589.983   188,409.132   MT  0.99990767   -0 09 29.7
 FR0144;SPC AZ C     - 1,547,211.23    618,140.20   iFT  0.99990767   -0 09 29.7
 FR0144;UTM  12      - 3,901,665.846   391,664.176   MT  0.99974464   -0 41 14.6
 FR0144
 FR0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0144!SPC AZ C     -   0.99968054  x   0.99990767  =   0.99958824
 FR0144!UTM  12      -   0.99968054  x   0.99974464  =   0.99942527
 FR0144
 FR0144|---------------------------------------------------------------------|
 FR0144| PID    Reference Object                     Distance      Geod. Az  |
 FR0144|                                                           dddmmss.s |
 FR0144| FR0143 WILLIAMS LAPLACE RM 2                 6.230 METERS 19730     |
 FR0144| CH4585 WILLIAMS LAPLACE RM 1                 6.210 METERS 19736     |
 FR0144| FR0863 SISTER                              APPROX. 4.2 KM 2971624.2 |
 FR0144| FR0145 WILLIAMS LAPLACE RM 3                11.208 METERS 31913     |
 FR0144|---------------------------------------------------------------------|
 FR0144
 FR0144                          SUPERSEDED SURVEY CONTROL
 FR0144
 FR0144  NAD 83(1986)-  35 15 08.05778(N)    112 11 27.08354(W) AD(       ) 2
 FR0144  NAD 27      -  35 15 08.01500(N)    112 11 24.48300(W) AD(       ) 2
 FR0144  NGVD 29 (??/??/92) 2058.649  (m)         6754.08   (f) ADJ UNCH    1 2
 FR0144
 FR0144.Superseded values are not recommended for survey control.
 FR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0144.See file dsdata.txt to determine how the superseded data were derived.
 FR0144
 FR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9166401666(NAD 83)
 FR0144_MARKER: DS = TRIANGULATION STATION DISK
 FR0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0144_MARK LOGO: CGS   
 FR0144_PROJECTION: PROJECTING 5 CENTIMETERS
 FR0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0144+STABILITY: SURFACE MOTION
 FR0144
 FR0144  HISTORY     - Date     Condition        Report By
 FR0144  HISTORY     - 1920     MONUMENTED       CGS
 FR0144  HISTORY     - 1955     GOOD             CGS
 FR0144  HISTORY     - 1958     GOOD             CGS
 FR0144  HISTORY     - 1958     GOOD             NGS
 FR0144  HISTORY     - 1975     GOOD             NGS
 FR0144  HISTORY     - 1980     GOOD             AZDT
 FR0144  HISTORY     - 1982     GOOD             NGS
 FR0144
 FR0144                          STATION DESCRIPTION
 FR0144
 FR0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 FR0144'STATION IS 100 M. (328 FT.) N OF THE E END OF THE BAGGAGE
 FR0144'ROOM OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION
 FR0144'AT WILLIAMS, AND AT THE NW CORNER OF THE GARDEN FENCE OF THE
 FR0144'YARDMASTERS PLACE.
 FR0144'
 FR0144'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FR0144'DISKS, SET IN CONCRETE.
 FR0144'
 FR0144'REFERENCE MARK 1 IS DISTANT 7.865 M. (25.80 FT.)
 FR0144'(COMPASS) N 79 DEG W.
 FR0144'
 FR0144'REFERENCE MARK 2 IS DISTANT 6.238 M. (20.47 FT).
 FR0144
 FR0144                          STATION RECOVERY (1955)
 FR0144
 FR0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FR0144'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 FR0144'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR AND
 FR0144'APPEARS TO HAVE BEEN DESTROYED.  A REVISED DESCRIPTION FOLLOWS--
 FR0144'
 FR0144'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF WILLIAMS,
 FR0144'IN A VACANT LOT, 28 FEET NORTH OF THE EAST END OF THE A.T. AND
 FR0144'S.F. RAILROAD DEPOT, 35 FEET SOUTH OF A FENCE AND 12 FEET
 FR0144'EAST OF A FENCE.  THE MARK IS A STANDARD DISK, NOT STAMPED,
 FR0144'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 FR0144'0.3 FEET.
 FR0144'
 FR0144'R.M. NO. 2 IS SOUTHWEST OF THE STATION AND IN THE NORTH-SOUTH
 FR0144'FENCE LINE 1 FOOT WEST OF THE FENCE.  THE MARK IS A STANDARD
 FR0144'DISK, NOT STAMPED, IN THE TOP OF A 6 INCH SQUARE CONCRETE
 FR0144'MONUMENT PROJECTING 0.4 FT.
 FR0144
 FR0144                          STATION RECOVERY (1958)
 FR0144
 FR0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FR0144'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 FR0144'AND FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCD MARK 3
 FR0144'WAS ESTABLISHED.
 FR0144'
 FR0144'FOLLOWING IS A NEW DESCRIPTION--
 FR0144'
 FR0144'THE STATION IS LOCATED 325 FEET NORTH OF THE EAST END OF THE
 FR0144'ATCHISON, TOPEKA AND SANTA FE RAILWAY DEPOT IN WILLIAMS,
 FR0144'31 FEET SOUTH OF AN EAST-WEST FENCE, 30 FEET EAST OF THE
 FR0144'CENTER OF A NORTH-SOUTH TRACK ROAD AND 12 FEET EAST OF A
 FR0144'NORTH-SOUTH FENCE.  THE MARK IS A STANDARD DISK WITH NO
 FR0144'STAMPING, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FR0144'THAT PROJECTS 3 INCHES.
 FR0144'
 FR0144'REFERENCE MARK 2 IS A STANDARD DISK WITH NO STAMPING, SET
 FR0144'IN THE TOP OF A 6 INCH SQUARE MONUMENT THAT PROJECTS 1 INCH.
 FR0144'IT IS IN THE NORTH-SOUTH FENCELINE, 15 FEET EAST OF THE
 FR0144'CENTER OF THE NORTH-SOUTH TRACK ROAD.
 FR0144'
 FR0144'REFERENCE MARK 3, STAMPED WILLIAMS LAPLACE R.M. NO 3 1958,
 FR0144'IS A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FR0144'MONUMENT THAT IS FLUSH.  IT IS IN THE FENCE CORNER, 16 FEET
 FR0144'EAST OF THE CENTER OF THE NORTH-SOUTH TRACK ROAD.
 FR0144
 FR0144                          STATION RECOVERY (1958)
 FR0144
 FR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FR0144'IN WILLIAMS.
 FR0144'AT WILLIAMS, 325 FEET NORTH OF THE EAST END OF THE ATCHESON, TOPEKA
 FR0144'AND SANTA FE RAILWAY DEPOT, 31 FEET SOUTH OF AN EAST-WEST FENCE, 30
 FR0144'FEET EAST OF THE CENTER OF A NORTH-SOUTH TRACK ROAD, 12 FEET EAST OF A
 FR0144'NORTH SOUTH FENCE AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FR0144'MONUMENT THAT PROJECTS 3 INCHES.
 FR0144
 FR0144                          STATION RECOVERY (1975)
 FR0144
 FR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TT)
 FR0144'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 FR0144'IN GOOD CONDITION.  THE DISTANCE AND ANGLE TO RM 3 CHECKED WITHIN
 FR0144'0.013 METERS AND 1 FOOT 52 INCHES, RM 2 (NO STAMPING) CHECKED 0.02
 FR0144'METERS AND 5 FEET 48 INCHES.
 FR0144'
 FR0144'A NEW DESCRIPTION FOLLOWS--
 FR0144'
 FR0144'THE STATION IS LOCATED 325 FEET NORTH OF THE EAST END OF THE
 FR0144'ATCHISON, TOPEKA AND SANTA FE RAILWAY DEPOT IN WILLIAMS, 35 FEET
 FR0144'EAST OF THE CENTER OF A NORTH-SOUTH TRACK ROAD.
 FR0144'
 FR0144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WILLIAMS.
 FR0144'
 FR0144'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FR0144
 FR0144                          STATION RECOVERY (1980)
 FR0144
 FR0144'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0144'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FR0144
 FR0144                          STATION RECOVERY (1982)
 FR0144
 FR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0144'0.2 KM (0.1 MI) NORTHEAST OF THE ATCHISON, TOPEKA, AND SANTA FE
 FR0144'RAILROAD STATION AND BENCH MARK Y 2, IN A VACANT LOT BETWEEN THE
 FR0144'RAILROAD STATION AND FRANKLIN AVENUE, 98.9 METERS (325 FT) NORTH OF
 FR0144'THE EAST END OF THE RAILROAD STATION, 70.1 METERS (230 FT) SOUTH OF
 FR0144'THE CENTERLINE OF FRANKLIN AVENUE, 18.2 METERS (60 FT) WEST OF THE
 FR0144'EXTENDED CENTERLINE OF NORTH 3-RD STREET, 7.3 METERS (24 FT) EAST OF A
 FR0144'POINT IN LINE WITH THE EAST WALL OF THE STATION BUILDING, 27.4 METERS
 FR0144'(90 FT) NORTH OF A POWER LINE POLE AND A YARD FENCE, 8.2 METERS (27
 FR0144'FT) EAST OF THE CENTERLINE OF AN ABANDONED NORTH-SOUTH TRACK ROAD.
 FR0144'THE MARK IS 1 METERS  N FROM A WITNESS POST.
 FR0144'THE MARK IS ABOVE LEVEL WITH FRANKLIN AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0143 ***********************************************************************
 FR0143  DESIGNATION -  WILLIAMS LAPLACE RM 2
 FR0143  PID         -  FR0143
 FR0143  STATE/COUNTY-  AZ/COCONINO
 FR0143  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0143
 FR0143                         *CURRENT SURVEY CONTROL
 FR0143  ___________________________________________________________________
 FR0143* NAD 83(1986)-  35 15 08.     (N)    112 11 27.     (W)     SCALED    
 FR0143* NAVD 88     -      2059.738  (meters)    6757.66   (feet)  ADJUSTED  
 FR0143  ___________________________________________________________________
 FR0143  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0143  DYNAMIC HT  -        2056.859 (meters)    6748.21  (feet)  COMP
 FR0143  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 FR0143
 FR0143  VERT ORDER  -  FIRST     CLASS II
 FR0143
 FR0143.The horizontal coordinates were scaled from a topographic map and have
 FR0143.an estimated accuracy of +/- 6 seconds.
 FR0143
 FR0143.The orthometric height was determined by differential leveling
 FR0143.and adjusted in June 1991.
 FR0143.WARNING-Repeat measurements at this control monument indicate possible
 FR0143.vertical movement.
 FR0143
 FR0143.The geoid height was determined by GEOID03.
 FR0143
 FR0143.The dynamic height is computed by dividing the NAVD 88
 FR0143.geopotential number by the normal gravity value computed on the
 FR0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0143.degrees latitude (g = 980.6199 gals.).
 FR0143
 FR0143.The modeled gravity was interpolated from observed gravity values.
 FR0143
 FR0143;                    North         East    Units  Estimated Accuracy
 FR0143;SPC AZ C     -   471,590.      188,410.      MT  (+/- 180 meters Scaled)
 FR0143
 FR0143                          SUPERSEDED SURVEY CONTROL
 FR0143
 FR0143  NGVD 29 (??/??/92) 2058.766  (m)         6754.47   (f) ADJ UNCH    1 2
 FR0143
 FR0143.Superseded values are not recommended for survey control.
 FR0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0143.See file dsdata.txt to determine how the superseded data were derived.
 FR0143
 FR0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE916016(NAD 83)
 FR0143_MARKER: DR = REFERENCE MARK DISK
 FR0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0143_MARK LOGO: CGS   
 FR0143_PROJECTION: FLUSH
 FR0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0143+STABILITY: SURFACE MOTION
 FR0143
 FR0143  HISTORY     - Date     Condition        Report By
 FR0143  HISTORY     - 1920     MONUMENTED       CGS
 FR0143  HISTORY     - 1958     GOOD             NGS
 FR0143  HISTORY     - 1982     GOOD             NGS
 FR0143
 FR0143                          STATION DESCRIPTION
 FR0143
 FR0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FR0143'IN WILLIAMS.
 FR0143'AT WILLIAMS, 325 FEET NORTH OF THE EAST END OF THE ATCHESON, TOPEKA
 FR0143'AND SANTA FE RAILWAY DEPOT, IN A NORTH-SOUTH FENCE LINE, 15 FEET EAST
 FR0143'OF THE CENTER OF THE NORTH-SOUTH TRACK ROAD AND SET IN THE TOP OF A 12
 FR0143'INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FR0143
 FR0143                          STATION RECOVERY (1982)
 FR0143
 FR0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0143'0.2 KM (0.1 MI) NORTHEAST OF THE ATCHISON, TOPEKA, AND SANTA FE
 FR0143'RAILROAD STATION, IN A VACANT LOT BETWEEN THE EAST END OF THE RAILROAD
 FR0143'STATION AND FRANKLIN AVENUE, 6.2 METERS (20.5 FT) SOUTHWEST OF THE
 FR0143'STATION MARK, 15.4 METERS (50.5 FT) SOUTH OF RM 3, 5.4 METERS (18 FT)
 FR0143'EAST OF THE CENTERLINE OF AN ABANDONED NORTH-SOUTH TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0145 ***********************************************************************
 FR0145  DESIGNATION -  WILLIAMS LAPLACE RM 3
 FR0145  PID         -  FR0145
 FR0145  STATE/COUNTY-  AZ/COCONINO
 FR0145  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0145
 FR0145                         *CURRENT SURVEY CONTROL
 FR0145  ___________________________________________________________________
 FR0145* NAD 83(1986)-  35 15 08.     (N)    112 11 27.     (W)     SCALED    
 FR0145* NAVD 88     -      2059.577  (meters)    6757.13   (feet)  ADJUSTED  
 FR0145  ___________________________________________________________________
 FR0145  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0145  DYNAMIC HT  -        2056.697 (meters)    6747.68  (feet)  COMP
 FR0145  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 FR0145
 FR0145  VERT ORDER  -  FIRST     CLASS II
 FR0145
 FR0145.The horizontal coordinates were scaled from a topographic map and have
 FR0145.an estimated accuracy of +/- 6 seconds.
 FR0145
 FR0145.The orthometric height was determined by differential leveling
 FR0145.and adjusted in June 1991.
 FR0145.WARNING-Repeat measurements at this control monument indicate possible
 FR0145.vertical movement.
 FR0145
 FR0145.The geoid height was determined by GEOID03.
 FR0145
 FR0145.The dynamic height is computed by dividing the NAVD 88
 FR0145.geopotential number by the normal gravity value computed on the
 FR0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0145.degrees latitude (g = 980.6199 gals.).
 FR0145
 FR0145.The modeled gravity was interpolated from observed gravity values.
 FR0145
 FR0145;                    North         East    Units  Estimated Accuracy
 FR0145;SPC AZ C     -   471,590.      188,410.      MT  (+/- 180 meters Scaled)
 FR0145
 FR0145                          SUPERSEDED SURVEY CONTROL
 FR0145
 FR0145  NGVD 29 (??/??/92) 2058.592  (m)         6753.90   (f) ADJ UNCH    1 2
 FR0145
 FR0145.Superseded values are not recommended for survey control.
 FR0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0145.See file dsdata.txt to determine how the superseded data were derived.
 FR0145
 FR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE916016(NAD 83)
 FR0145_MARKER: DR = REFERENCE MARK DISK
 FR0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0145_STAMPING: WILLIAMS LAPLACE RM NO 3 1958
 FR0145_MARK LOGO: CGS   
 FR0145_PROJECTION: RECESSED 5 CENTIMETERS
 FR0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0145+STABILITY: SURFACE MOTION
 FR0145
 FR0145  HISTORY     - Date     Condition        Report By
 FR0145  HISTORY     - 1958     MONUMENTED       CGS
 FR0145  HISTORY     - 1982     GOOD             NGS
 FR0145
 FR0145                          STATION DESCRIPTION
 FR0145
 FR0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FR0145'IN WILLIAMS.
 FR0145'AT WILLIAMS, 360 FEET NORTH OF THE EAST END OF THE ATCHESON, TOPEKA
 FR0145'AND SANTA FE RAILWAY DEPOT, IN A FENCE CORNER, 16 FEET EAST OF THE
 FR0145'CENTER OF A NORTH-SOUTH TRACK ROAD AND SET IN THE TOP OF A 12 INCH
 FR0145'SQUARE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FR0145
 FR0145                          STATION RECOVERY (1982)
 FR0145
 FR0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0145'0.2 KM (0.1 MI) NORTHEAST OF THE ATCHISON, TOPEKA, AND SANTA FE
 FR0145'RAILROAD STATION, IN A VACANT LOT BETWEEN THE EAST END OF THE RAILROAD
 FR0145'STATION AND FRANKLIN AVENUE, 6.2 METERS (20.5 FT) NORTHWEST OF THE
 FR0145'STATION MARK, 3.6 METERS (12 FT) EAST OF THE CENTERLINE OF AN
 FR0145'ABANDONED NORTH-SOUTH TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0089 ***********************************************************************
 FR0089  DESIGNATION -  WILLIAMS RESET
 FR0089  PID         -  FR0089
 FR0089  STATE/COUNTY-  AZ/COCONINO
 FR0089  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0089
 FR0089                         *CURRENT SURVEY CONTROL
 FR0089  ___________________________________________________________________
 FR0089* NAD 83(1986)-  35 14 56.     (N)    112 11 31.     (W)     SCALED    
 FR0089* NAVD 88     -      2064.047  (meters)    6771.79   (feet)  ADJUSTED  
 FR0089  ___________________________________________________________________
 FR0089  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FR0089  DYNAMIC HT  -        2061.161 (meters)    6762.33  (feet)  COMP
 FR0089  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 FR0089
 FR0089  VERT ORDER  -  FIRST     CLASS II
 FR0089
 FR0089.The horizontal coordinates were scaled from a topographic map and have
 FR0089.an estimated accuracy of +/- 6 seconds.
 FR0089
 FR0089.The orthometric height was determined by differential leveling
 FR0089.and adjusted in June 1991.
 FR0089
 FR0089.The geoid height was determined by GEOID03.
 FR0089
 FR0089.The dynamic height is computed by dividing the NAVD 88
 FR0089.geopotential number by the normal gravity value computed on the
 FR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0089.degrees latitude (g = 980.6199 gals.).
 FR0089
 FR0089.The modeled gravity was interpolated from observed gravity values.
 FR0089
 FR0089;                    North         East    Units  Estimated Accuracy
 FR0089;SPC AZ C     -   471,220.      188,310.      MT  (+/- 180 meters Scaled)
 FR0089
 FR0089                          SUPERSEDED SURVEY CONTROL
 FR0089
 FR0089  NGVD 29 (??/??/??) 2063.06   (m)         6768.6    (f) RESET       3  
 FR0089
 FR0089.Superseded values are not recommended for survey control.
 FR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0089.See file dsdata.txt to determine how the superseded data were derived.
 FR0089
 FR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE915012(NAD 83)
 FR0089_MARKER: DB = BENCH MARK DISK
 FR0089_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FR0089+WITH SETTING: PAVEMENT
 FR0089_MARK LOGO: CGS   
 FR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0089+STABILITY: SURFACE MOTION
 FR0089
 FR0089  HISTORY     - Date     Condition        Report By
 FR0089  HISTORY     - 1958     MONUMENTED       CGS
 FR0089  HISTORY     - 1958     GOOD             NGS
 FR0089  HISTORY     - 1982     GOOD             NGS
 FR0089  HISTORY     - 19870321 MARK NOT FOUND   USPSQD
 FR0089
 FR0089                          STATION DESCRIPTION
 FR0089
 FR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FR0089'IN WILLIAMS.
 FR0089'AT WILLIAMS, COCONINO COUNTY, SET IN THE SOUTH CONCRETE BASE THAT IS
 FR0089'SUPPORTING THE SIGN OF THE FIRST NATIONAL BANK, 12 FEET EAST OF THE
 FR0089'EAST EDGE OF FOURTH STREET, 9 FEET NORTH OF BILL WILLIAMS AVENUE, 11
 FR0089'FEET SOUTH OF THE SOUTHWEST CORNER OF THE FIRST NATIONAL BANK,
 FR0089'CEMENTED IN A DRILL HOLE IN A CONCRETE BASE.
 FR0089
 FR0089                          STATION RECOVERY (1982)
 FR0089
 FR0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0089'0.2 KM (0.15 MI) SOUTHEAST ALONG 4 TH STREET FROM THE ATCHISON, TOPEKA
 FR0089'AND SANTA FE RAILROAD STATION IN WILLIAMS, ON THE NORTH CORNER OF 4-TH
 FR0089'STREET AND BILL WILLIAMS AVENUE, IN TOP OF THE FOUNDATION OF THE
 FR0089'SOUTHEAST SIGN POLE FOR THE FIRST INTERSTATE BANK, 3.6 METERS (12 FT)
 FR0089'NORTHEAST OF THE NORTHEAST CURB OF THE STREET, 2.7 METERS (9 FT)
 FR0089'NORTHWEST OF THE NORTHWEST CURB OF THE AVENUE, 3.3 METERS (11 FT)
 FR0089'SOUTHEAST OF THE SOUTH CORNER OF THE BANK BUILDING. NOTE--OVERGROWN
 FR0089'WITH TAMS BUT EASY TO FIND.
 FR0089'THE MARK IS ABOVE LEVEL WITH THE INTERSECTION.
 FR0089
 FR0089                          STATION RECOVERY (1987)
 FR0089
 FR0089'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0997 ***********************************************************************
 FR0997  DESIGNATION -  WILLIAMS RESET
 FR0997  PID         -  FR0997
 FR0997  STATE/COUNTY-  AZ/COCONINO
 FR0997  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0997
 FR0997                         *CURRENT SURVEY CONTROL
 FR0997  ___________________________________________________________________
 FR0997* NAD 83(1992)-  35 12 00.47722(N)    112 12 18.76671(W)     ADJUSTED  
 FR0997* NAVD 88     -      2822.1    (meters)    9259.     (feet)  VERTCON   
 FR0997  ___________________________________________________________________
 FR0997  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 FR0997  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 FR0997  HORZ ORDER  -  FIRST
 FR0997
 FR0997.The horizontal coordinates were established by classical geodetic methods
 FR0997.and adjusted by the National Geodetic Survey in August 1993.
 FR0997
 FR0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0997
 FR0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0997
 FR0997.The geoid height was determined by GEOID03.
 FR0997
 FR0997;                    North         East     Units Scale Factor Converg.
 FR0997;SPC AZ C     -   465,813.321   187,086.021   MT  0.99990850   -0 09 58.8
 FR0997;SPC AZ C     - 1,528,258.93    613,799.28   iFT  0.99990850   -0 09 58.8
 FR0997;UTM  12      - 3,895,902.572   390,288.029   MT  0.99974834   -0 41 41.3
 FR0997
 FR0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0997!SPC AZ C     -   0.99956099  x   0.99990850  =   0.99946953
 FR0997!UTM  12      -   0.99956099  x   0.99974834  =   0.99930944
 FR0997
 FR0997:                Primary Azimuth Mark                     Grid Az
 FR0997:SPC AZ C     -  WILLIAMS AIRPORT BEACON                  006 12 37.4
 FR0997:UTM  12      -  WILLIAMS AIRPORT BEACON                  006 44 19.9
 FR0997
 FR0997|---------------------------------------------------------------------|
 FR0997| PID    Reference Object                     Distance      Geod. Az  |
 FR0997|                                                           dddmmss.s |
 FR0997| FR0867 WILLIAMS AIRPORT BEACON             APPROX.11.4 KM 0060238.6 |
 FR0997| FR0864 WILLIAMS FRED HARVEY HOTEL TK       APPROX. 5.8 KM 0121334.7 |
 FR0997| FR0144 WILLIAMS LAPLACE                    APPROX. 5.9 KM 0124403.5 |
 FR0997| FR0865 WILLIAMS TALLER OF TWO TANKS        APPROX. 6.0 KM 0152317.2 |
 FR0997| CH4577 WILLIAMS RM 1                         6.265 METERS 05206     |
 FR0997| CH4576 WILLIAMS                              4.010 METERS 10608     |
 FR0997| CH4579 WILLIAMS RM 3                         5.604 METERS 16227     |
 FR0997| ET0870 WESTEDGE                            APPROX.55.5 KM 1781258.2 |
 FR0997| CH4578 WILLIAMS RM 2                         5.834 METERS 28548     |
 FR0997| CH4580 WILLIAMS RM 4                         2.021 METERS 30933     |
 FR0997|---------------------------------------------------------------------|
 FR0997
 FR0997                          SUPERSEDED SURVEY CONTROL
 FR0997
 FR0997  NAD 83(1986)-  35 12 00.47486(N)    112 12 18.76318(W) AD(       ) 1
 FR0997  NAD 27      -  35 12 00.44000(N)    112 12 16.15700(W) AD(       ) 1
 FR0997  NGVD 29 (07/19/86) 2821.0    (m)         9255.     (f) VERT ANG    3  
 FR0997
 FR0997.Superseded values are not recommended for survey control.
 FR0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0997.See file dsdata.txt to determine how the superseded data were derived.
 FR0997
 FR0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9028895903(NAD 83)
 FR0997_MARKER: DS = TRIANGULATION STATION DISK
 FR0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0997+STABILITY: SURFACE MOTION
 FR0997
 FR0997  HISTORY     - Date     Condition        Report By
 FR0997  HISTORY     - 1976     MONUMENTED       NGS
 FR0997
 FR0997                          STATION DESCRIPTION
 FR0997
 FR0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (TT)
 FR0997'THE STATION AND REFERENCE MARK 1, 3 AND 4 WERE RECOVERED AND FOUND IN
 FR0997'GOOD CONDITION.  AT THIS TIME, THE ORIGINAL 1919 STATION WAS RESET
 FR0997'WITH AN UNDERGROUND MARK 30 INCHES BELOW SURFACE.  THE NEW STATION
 FR0997'IS A STANDARD USC AND GS DISK STAMPED WILLIAMS 1919-1976 AND IS SET
 FR0997'IN A 10 INCH DIAMETER CONCRETE MONUMENT PROJECTING 8 INCHES.  THE
 FR0997'STATION IS 13.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE MT.
 FR0997'BELL BUILDING, 15.33 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FR0997'OF BUILDING 12.25 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AN
 FR0997'ADOT BUILDING AND 16.35 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 FR0997'THE ADOT BUILDING.
 FR0997'
 FR0997'NEW CONSTRUCTION HAS DESTROYED RM 2 AND OBSTRUCTS THE LINE OF SIGHT
 FR0997'TO RM 1.  THE DISTANCE TO RM 3 IS 18.38 FEET, 5.604 METERS AND IS
 FR0997'STAMPED WILLIAMS 1919 1973.  THE MARK IS SET IN A 2 X 2 FOOT
 FR0997'CONCRETE FOUNDATION WHICH PROJECTS ABOUT 2 FEET ABOVE STATION.
 FR0997'
 FR0997'REFERENCE MARK 1 IS SET IN A DRILL HOLE IN A 6 X 2 FOOT CONCRETE
 FR0997'FOUNDATION ABOUT 10 FEET LOWER THAN STATION.
 FR0997'
 FR0997'REFERENCE MARK 4 IS A USGS DISK STAMPED WILLIAMS 1919 1973 AND IS SET
 FR0997'IN A DRILL HOLE IN CONCRETE FOUNDATION ABOUT SAME ELEVATION AS
 FR0997'STATION.
 FR0997'
 FR0997'ANGLES WERE NOT TURNED TO RMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0865 ***********************************************************************
 FR0865  DESIGNATION -  WILLIAMS TALLER OF TWO TANKS
 FR0865  PID         -  FR0865
 FR0865  STATE/COUNTY-  AZ/COCONINO
 FR0865  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0865
 FR0865                         *CURRENT SURVEY CONTROL
 FR0865  ___________________________________________________________________
 FR0865* NAD 83(1992)-  35 15 09.22344(N)    112 11 15.43720(W)     ADJUSTED  
 FR0865* NAVD 88     -              **(meters)            **(feet)            
 FR0865  ___________________________________________________________________
 FR0865  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 FR0865  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FR0865  HORZ ORDER  -  THIRD
 FR0865
 FR0865.The horizontal coordinates were established by classical geodetic methods
 FR0865.and adjusted by the National Geodetic Survey in August 1993.
 FR0865
 FR0865
 FR0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0865
 FR0865.The geoid height was determined by GEOID03.
 FR0865
 FR0865;                    North         East     Units Scale Factor Converg.
 FR0865;SPC AZ C     -   471,625.030   188,703.712   MT  0.99990749   -0 09 23.0
 FR0865;SPC AZ C     - 1,547,326.21    619,106.67   iFT  0.99990749   -0 09 23.0
 FR0865;UTM  12      - 3,901,698.165   391,959.018   MT  0.99974385   -0 41 07.9
 FR0865
 FR0865                          SUPERSEDED SURVEY CONTROL
 FR0865
 FR0865  NAD 83(1986)-  35 15 09.22092(N)    112 11 15.43732(W) AD(       ) 4
 FR0865  NAD 27      -  35 15 09.18000(N)    112 11 12.84000(W) AD(       ) 3
 FR0865
 FR0865.Superseded values are not recommended for survey control.
 FR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0865.See file dsdata.txt to determine how the superseded data were derived.
 FR0865
 FR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE9195901698(NAD 83)
 FR0865_MARKER: 51 = TANK
 FR0865
 FR0865  HISTORY     - Date     Condition        Report By
 FR0865  HISTORY     - 1920     FIRST OBSERVED   CGS
 FR0865
 FR0865                          STATION DESCRIPTION
 FR0865
 FR0865'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0283 ***********************************************************************
 GQ0283  DESIGNATION -  WILLOW
 GQ0283  PID         -  GQ0283
 GQ0283  STATE/COUNTY-  AZ/COCONINO
 GQ0283  USGS QUAD   -  TOOTHPICK RIDGE (1988)
 GQ0283
 GQ0283                         *CURRENT SURVEY CONTROL
 GQ0283  ___________________________________________________________________
 GQ0283* NAD 83(1992)-  36 40 44.85506(N)    112 25 48.01389(W)     ADJUSTED  
 GQ0283* NAVD 88     -      1885.6    (meters)    6186.     (feet)  VERTCON   
 GQ0283  ___________________________________________________________________
 GQ0283  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 GQ0283  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 GQ0283  HORZ ORDER  -  THIRD
 GQ0283
 GQ0283.The horizontal coordinates were established by classical geodetic methods
 GQ0283.and adjusted by the National Geodetic Survey in August 1993.
 GQ0283
 GQ0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0283
 GQ0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0283
 GQ0283.The geoid height was determined by GEOID03.
 GQ0283
 GQ0283;                    North         East     Units Scale Factor Converg.
 GQ0283;SPC AZ C     -   629,987.598   167,480.124   MT  0.99992592   -0 18 23.9
 GQ0283;SPC AZ C     - 2,066,888.44    549,475.47   iFT  0.99992592   -0 18 23.9
 GQ0283;UTM  12      - 4,060,230.339   372,227.395   MT  0.99980113   -0 51 15.5
 GQ0283
 GQ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0283!SPC AZ C     -   0.99970762  x   0.99992592  =   0.99963356
 GQ0283!UTM  12      -   0.99970762  x   0.99980113  =   0.99950881
 GQ0283
 GQ0283:                Primary Azimuth Mark                     Grid Az
 GQ0283:SPC AZ C     -  WILLOW AZ MK                             020 02 19.0
 GQ0283:UTM  12      -  WILLOW AZ MK                             020 35 10.6
 GQ0283
 GQ0283|---------------------------------------------------------------------|
 GQ0283| PID    Reference Object                     Distance      Geod. Az  |
 GQ0283|                                                           dddmmss.s |
 GQ0283| CH4586 WILLOW AZ MK                                       0194355.1 |
 GQ0283| CH4587 WILLOW RM 1                           6.730 METERS 14952     |
 GQ0283| CH4588 WILLOW RM 2                           6.739 METERS 23857     |
 GQ0283|---------------------------------------------------------------------|
 GQ0283
 GQ0283                          SUPERSEDED SURVEY CONTROL
 GQ0283
 GQ0283  NAD 83(1986)-  36 40 44.84782(N)    112 25 48.00740(W) AD(       ) 3
 GQ0283  NAD 27      -  36 40 44.88500(N)    112 25 45.34700(W) AD(       ) 3
 GQ0283  NGVD 29 (07/19/86) 1884.6    (m)         6183.     (f) VERT ANG    3  
 GQ0283
 GQ0283.Superseded values are not recommended for survey control.
 GQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0283.See file dsdata.txt to determine how the superseded data were derived.
 GQ0283
 GQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7222760230(NAD 83)
 GQ0283_MARKER: DS = TRIANGULATION STATION DISK
 GQ0283_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0283
 GQ0283  HISTORY     - Date     Condition        Report By
 GQ0283  HISTORY     - 1953     MONUMENTED       CGS
 GQ0283
 GQ0283                          STATION DESCRIPTION
 GQ0283
 GQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0283'STATION IS ABOUT 7 MILES NORTHWEST OF BIG SPRINGS, 4 MILES
 GQ0283'WEST OF RYAN, 11-1/2 MILES EAST OF THE COCONINO-MOHAVE COUNTY
 GQ0283'LINE AND ABOUT MIDWAY BETWEEN THE WILLOW CREEK ROAD AND TABLEROCK
 GQ0283'CANYON.  IT IS ON THE SUMMIT OF A LOW HILL COVERED WITH JUNIPER
 GQ0283'TREES AND SAGE.  THIS IS THE HIGHEST POINT IN THE IMMEDIATE
 GQ0283'VICINITY.
 GQ0283'
 GQ0283'TO REACH FROM THE ARIZONA CHECKING STATION IN FREDONIA, GO SOUTH
 GQ0283'ON U.S. 89 FOR 1.4 MILES TO FORK AND SIGN RYAN 22-BIG SPRINGS
 GQ0283'27.  TURN RIGHT, ON GRAVELED ROAD, FOR 21.3 MILES TO RYAN.
 GQ0283'CONTINUE STRAIGHT AHEAD, SOUTH, TOWARDS BIG SPRINGS FOR 1.7
 GQ0283'MILES TO FORKS AND SIGN.  TURN SHARP RIGHT, WEST, AS PER SIGN
 GQ0283'SLIDE 11 AND GO 1.3 MILES TO FORKS.  TAKE LEFT FORK, SOUTHWEST,
 GQ0283'AS PER SIGN SLIDE 9 AND GO 2 MILES TO T-ROAD.  TURN RIGHT,
 GQ0283'WEST, AT SIGN SLIDE TANK AND GO 1.15 MILES TO FORK AND SIGN
 GQ0283'SLIDE.  KEEP LEFT FORK, MAIN ROAD, FOR 0.1 MILE TO FORK.
 GQ0283'KEEP RIGHT FORK, WEST, FOR 2.3 MILES TO FORK.  *TAKE LEFT
 GQ0283'FORK, SOUTHWEST, FOR 0.6 MILE TO T-FORK AND SIGN WILLOW POINT
 GQ0283'7.  TURN RIGHT, NORTH, AND GO 0.2 MILE TO BLAZED JUNIPER
 GQ0283'TREE ON LEFT AND RIGHT SIDE OF ROAD.  LEAVE ROAD, TURN
 GQ0283'RIGHT, NORTHEAST, FOR 0.05 MILE TO SUMMIT OF HILL AND
 GQ0283'STATION.
 GQ0283'
 GQ0283'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE RIGHT FORK,
 GQ0283'WEST, FOR 0.2 MILE TO T-ROAD AT SIGN TABLEROCK TANK.  TAKE
 GQ0283'RIGHT FORK, NORTH, FOR 0.3 MILE TO THE TANK.  TURN LEFT, AT
 GQ0283'SOUTH SIDE OF TANK AND GO NORTHWEST AND NORTH ON BLADED ROAD
 GQ0283'FOR 0.3 MILE TO SUMMIT OF STEEP GRADE AND THE MARK AT LEFT
 GQ0283'EDGE OF ROAD.
 GQ0283'
 GQ0283'STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 GQ0283'HOLES IN OUTCROPPING BEDROCK.
 GQ0283'
 GQ0283'STATION MARK, STAMPED WILLOW 1953, IS FLUSH WITH THE GROUND.
 GQ0283'IT IS 32 PACES NORTHEAST OF A BLAZED JUNIPER TREE AND 50 FEET
 GQ0283'NORTH-NORTHEAST OF A CAIRN.
 GQ0283'
 GQ0283'REFERENCE MARK 1, STAMPED WILLOW NO 1 1953, IS FLUSH WITH
 GQ0283'THE GROUND.
 GQ0283'
 GQ0283'REFERENCE MARK 2, STAMPED WILLOW NO 2 1953, PROJECTS 4 INCHES
 GQ0283'AND IS 30 FEET NORTH OF THE CAIRN.
 GQ0283'
 GQ0283'AZIMUTH MARK, STAMPED WILLOW 1953, PROJECTS ABOUT 6 INCHES.
 GQ0283'IT IS 8 FEET NORTHWEST OF THE CENTER OF THE BLADED ROAD, 3 FEET
 GQ0283'SOUTH OF A WITNESS POST AND ABOUT 0.25 MILE NORTHWEST OF THE
 GQ0283'TABLEROCK TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0774 ***********************************************************************
 DT0774  DESIGNATION -  WILLOW
 DT0774  PID         -  DT0774
 DT0774  STATE/COUNTY-  AZ/GRAHAM
 DT0774  USGS QUAD   -  WILLOW MTN (1967)
 DT0774
 DT0774                         *CURRENT SURVEY CONTROL
 DT0774  ___________________________________________________________________
 DT0774* NAD 83(1992)-  33 27 42.65549(N)    109 35 38.29684(W)     ADJUSTED  
 DT0774* NAVD 88     -      2383.9    (meters)    7821.     (feet)  VERTCON   
 DT0774  ___________________________________________________________________
 DT0774  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DT0774  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 DT0774  HORZ ORDER  -  THIRD
 DT0774
 DT0774.The horizontal coordinates were established by classical geodetic methods
 DT0774.and adjusted by the National Geodetic Survey in August 1993.
 DT0774
 DT0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0774
 DT0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0774
 DT0774.The geoid height was determined by GEOID03.
 DT0774
 DT0774;                    North         East     Units Scale Factor Converg.
 DT0774;SPC AZ E     -   273,116.105   266,594.665   MT  0.99993493   +0 18 56.8
 DT0774;SPC AZ E     -   896,050.21    874,654.41   iFT  0.99993493   +0 18 56.8
 DT0774;UTM  12      - 3,703,373.530   630,661.942   MT  0.99981048   +0 46 31.3
 DT0774
 DT0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0774!SPC AZ E     -   0.99962969  x   0.99993493  =   0.99956464
 DT0774!UTM  12      -   0.99962969  x   0.99981048  =   0.99944024
 DT0774
 DT0774:                Primary Azimuth Mark                     Grid Az
 DT0774:SPC AZ E     -  ROSE PEAK LOOKOUT                        096 18 45.7
 DT0774:UTM  12      -  ROSE PEAK LOOKOUT                        095 51 11.2
 DT0774
 DT0774|---------------------------------------------------------------------|
 DT0774| PID    Reference Object                     Distance      Geod. Az  |
 DT0774|                                                           dddmmss.s |
 DT0774| DT0765 ROSE PEAK LOOKOUT                   APPROX.20.9 KM 0963742.5 |
 DT0774| CD3850 WILLOW RM 1                           5.938 METERS 14648     |
 DT0774| DT0775 WILLOW MOUNTAIN LOOKOUT HOUSE         5.034 METERS 17445     |
 DT0774| CD3851 WILLOW RM 2                           5.959 METERS 21132     |
 DT0774| DT0793 MAVERICK                            APPROX.20.1 KM 3343202.6 |
 DT0774|---------------------------------------------------------------------|
 DT0774
 DT0774                          SUPERSEDED SURVEY CONTROL
 DT0774
 DT0774  NAD 83(1986)-  33 27 42.65202(N)    109 35 38.29834(W) AD(       ) 3
 DT0774  NAD 27      -  33 27 42.45870(N)    109 35 35.98840(W) AD(       ) 3
 DT0774  NGVD 29 (07/19/86) 2383.0    (m)         7818.     (f) VERT ANG    3  
 DT0774
 DT0774.Superseded values are not recommended for survey control.
 DT0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0774.See file dsdata.txt to determine how the superseded data were derived.
 DT0774
 DT0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3066203374(NAD 83)
 DT0774_MARKER: DS = TRIANGULATION STATION DISK
 DT0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0774
 DT0774  HISTORY     - Date     Condition        Report By
 DT0774  HISTORY     - 1960     MONUMENTED       CGS
 DT0774  HISTORY     - 1967     GOOD             AMS
 DT0774  HISTORY     - 1967     GOOD             USGS
 DT0774
 DT0774                          STATION DESCRIPTION
 DT0774
 DT0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 DT0774'THE STATION IS LOCATED AT THE WILLOW MOUNTAIN LOOKOUT ON THE
 DT0774'SAN CARLOS INDIAN RESERVATION, ABOUT 38 MILES SOUTHWEST OF
 DT0774'ALPINE AND 10 MILES NORTHEAST OF POINT OF PINES CAMP.
 DT0774'
 DT0774'TO REACH THE STATION FROM THE TRADING POST AND POST OFFICE
 DT0774'IN SAN CARLOS, GO SOUTH ON THE PAVEMENT FOR 1.65 MILES TO A
 DT0774'SIDE ROAD LEFT, TURN LEFT, CROSSING THE RAILROAD TRACKS, AND
 DT0774'GO EASTWARD ON THE GRAVELED ROAD FOR 0.4 MILE TO A FORK, TAKE
 DT0774'THE LEFT FORK AND CONTINUE AHEAD FOR 7.2 MILES TO A CATTLE
 DT0774'GUARD.  FOLLOW THE MAIN ROAD EASTWARD FOR 9.6 MILES TO A ROAD
 DT0774'LEFT AND SIGN POINT OF PINES, TURN LEFT AND GO NORTHWARD FOR
 DT0774'8.8 MILES TO A SIDE ROAD LEFT AND SIGN POINT OF PINES, GO
 DT0774'STRAIGHT AHEAD AS PER SIGN, FOLLOWING THE ROAD NORTHEASTWARD
 DT0774'FOR 8.0 MILES TO A FORK, TAKE THE RIGHT FORK AS PER SIGN
 DT0774'POINT OF PINES, FOLLOWING THE MAIN ROAD EASTERLY FOR 11.6
 DT0774'MILES TO POLE CORRAL AND A SMALL STONE HOUSE ON THE RIGHT.
 DT0774'CONTINUE EASTERLY ON THE DIRT ROAD FOR 12 MILES TO CLOVER
 DT0774'CAMP AND A SMALL BUILDING AND WINDMILL ON THE RIGHT,
 DT0774'CONTINUE EASTERLY ON THE MAIN ROAD FOR 9.5 MILES TO A
 DT0774'REVERSE Y JUST BEFORE REACHING POINT OF PINES CAMP.
 DT0774'TURN SHARP LEFT AND FOLLOW THE BLADED ROAD FOR 2.3 MILES
 DT0774'TO A FORK JUST AFTER CROSSING A CATTLE GUARD, TAKE THE
 DT0774'RIGHT FORK AND GO 0.8 MILE TO A FORK, KEEP LEFT AND GO 4.9
 DT0774'MILES TO A WIRE GATE AND CATTLE GUARD, GO THROUGH THE GATE
 DT0774'AND FOLLOW THE TRACK ROAD 5.2 MILES TO THE LOOKOUT AT THE
 DT0774'TOP OF THE HILL AND THE STATION.
 DT0774'
 DT0774'THE STATION MARK IS A STANDARD DISK STAMPED WILLOW 1960, SET
 DT0774'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 DT0774'17.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE LOOKOUT
 DT0774'HOUSE.
 DT0774'
 DT0774'R.M. 1 IS A STANDARD DISK STAMPED WILLOW NO 1 1960, SET IN A
 DT0774'DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH AND IS 2.3 FEET
 DT0774'SOUTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE.
 DT0774'
 DT0774'R.M. 2 IS A STANDARD DISK STAMPED WILLOW NO 2 1960, SET IN A
 DT0774'DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES AND IS 5.1 FEET
 DT0774'WEST OF THE DOOR OF THE LOOKOUT.
 DT0774'
 DT0774'WILLOW MOUNTAIN LOOKOUT IS A SMALL WHITE HOUSE THAT SETS ON
 DT0774'THE GROUND, IS ABOUT 15 FEET SQUARE, AND HAS A PYRAMIDAL ROOF
 DT0774'WITH A LIGHTNING ROD IN THE CENTER.
 DT0774
 DT0774                          STATION RECOVERY (1967)
 DT0774
 DT0774'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967
 DT0774'STATION IS LOCATED APPROXIMATELY 20.0 AIRMILES (SSW) OF MAVERICK,
 DT0774'ARIZONA AND 11.2 AIRMILES (NE) OF POINT OF PINES, ARIZONA.
 DT0774'
 DT0774'TO REACH FROM POINT OF PINES GO (NW) FOR 0.4 MI TO A FORK,
 DT0774'TAKE RIGHT FORK (N) 2.3 MI TO A FORK AND SIGN WILLOW LOT 11 MI,
 DT0774'TAKE RIGHT FORK 9.5 MI TO PEAK, LOOKOUT HOUSE AND STATION.
 DT0774'STATION IS ON HIGHEST POINT OF HILL ABOUT 15.3 FT (NNW) OF
 DT0774'LOOKOUT HOUSE.
 DT0774'
 DT0774'STATION IS A STANDARD BRONZE USC AND GS DISK SET IN A 6 IN
 DT0774'X 6 IN CONCRETE MONUMENT WHICH PROJECTS 4 IN AND STAMPED
 DT0774'WILLOW 1960.
 DT0774'
 DT0774'R.M. 1 IS A STANDARD BRONZE USC AND GS R.M. DISK SET IN A
 DT0774'BOULDER WHICH PROJECTS 1 IN AND STAMPED WILLOW NO 1 1960.
 DT0774'IT IS LOCATED ABOUT 0.76M (SSE) OF (NE) CORNER OF LOOKOUT
 DT0774'HOUSE.  FROM THE STATION IT IS (SE) ON A MAG AZ OF 132 DEG
 DT0774'AT A DISTANCE OF 5.938M AND A DE OF -0.107M.
 DT0774'
 DT0774'R.M. 2 IS A STANDARD BRONZE USC AND GS R.M. DISK SET IN A
 DT0774'BOULDER WHICH PROJECTS 2 IN AND STAMPED WILLOW NO 2 1960.
 DT0774'IT IS LOCATED ABOUT 1.6M (SW) OF (NW) CORNER OF LOH.  FROM
 DT0774'THE STATION IT IS (SW) ON A MAG AZ OF 199 DEG AT A DISTANCE
 DT0774'OF 5.950M AND A DE OF -0.309M.
 DT0774'
 DT0774'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.  NO MENTION
 DT0774'WAS MADE OF AZ MK IN PREVIOUS DESCRIPTION.
 DT0774'
 DT0774'THE VIEW FROM TRIPOD HEIGHT WAS CLEAR EXCEPT IN MAG AZ 135 DEG
 DT0774'TO 185 DEG WHERE BLOCKED BY WILLOW LOOKOUT HOUSE.
 DT0774'
 DT0774'THE LOT IS APPROX. 6.1M HIGH AND 4.2M SQUARE.  IT APPEARS THAT
 DT0774'A NEW ROOF HAS BEEN ADDED RECENTLY.
 DT0774'
 DT0774'NOTE--DISTANCES TO R.M.S WERE THE REVERSE OF THE PUBLISHED
 DT0774'BUT WERE MEASURED BOTH WAYS AS A CHECK.
 DT0774
 DT0774                          STATION RECOVERY (1967)
 DT0774
 DT0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (DJF)
 DT0774'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2016 ***********************************************************************
 DU2016  DESIGNATION -  WILLOW
 DU2016  PID         -  DU2016
 DU2016  STATE/COUNTY-  AZ/GILA
 DU2016  USGS QUAD   -  MEDDLER WASH (1986)
 DU2016
 DU2016                         *CURRENT SURVEY CONTROL
 DU2016  ___________________________________________________________________
 DU2016* NAD 83(1992)-  33 42 47.41550(N)    110 58 42.98391(W)     ADJUSTED  
 DU2016* NAVD 88     -       895.8    (meters)    2939.     (feet)  VERTCON   
 DU2016  ___________________________________________________________________
 DU2016  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 DU2016  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DU2016  HORZ ORDER  -  FIRST
 DU2016
 DU2016.The horizontal coordinates were established by classical geodetic methods
 DU2016.and adjusted by the National Geodetic Survey in August 1993.
 DU2016
 DU2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2016
 DU2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2016
 DU2016.The geoid height was determined by GEOID03.
 DU2016
 DU2016;                    North         East     Units Scale Factor Converg.
 DU2016;SPC AZ E     -   301,137.984   138,104.474   MT  0.99996980   -0 27 02.4
 DU2016;SPC AZ E     -   987,985.51    453,098.67   iFT  0.99996980   -0 27 02.4
 DU2016;UTM  12      - 3,730,353.891   501,982.246   MT  0.99960005   +0 00 42.7
 DU2016
 DU2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2016!SPC AZ E     -   0.99986368  x   0.99996980  =   0.99983349
 DU2016!UTM  12      -   0.99986368  x   0.99960005  =   0.99946379
 DU2016
 DU2016:                Primary Azimuth Mark                     Grid Az
 DU2016:SPC AZ E     -  WILLOW AZ MK                             202 07 40.8
 DU2016:UTM  12      -  WILLOW AZ MK                             201 39 55.7
 DU2016
 DU2016|---------------------------------------------------------------------|
 DU2016| PID    Reference Object                     Distance      Geod. Az  |
 DU2016|                                                           dddmmss.s |
 DU2016| CD3847 WILLOW AZ MK                                       2014038.4 |
 DU2016| CD3848 WILLOW RM 1                          15.531 METERS 22829     |
 DU2016| CD3849 WILLOW RM 2                          22.626 METERS 32545     |
 DU2016|---------------------------------------------------------------------|
 DU2016
 DU2016                          SUPERSEDED SURVEY CONTROL
 DU2016
 DU2016  NAD 83(1986)-  33 42 47.40908(N)    110 58 42.98235(W) AD(       ) 1
 DU2016  NAD 27      -  33 42 47.23500(N)    110 58 40.56600(W) AD(       ) 1
 DU2016  NGVD 29 (07/19/86)  895.2    (m)         2937.     (f) VERT ANG    3  
 DU2016
 DU2016.Superseded values are not recommended for survey control.
 DU2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2016.See file dsdata.txt to determine how the superseded data were derived.
 DU2016
 DU2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0198230354(NAD 83)
 DU2016_MARKER: DS = TRIANGULATION STATION DISK
 DU2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2016_STAMPING: WILLOW 1946
 DU2016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2016
 DU2016  HISTORY     - Date     Condition        Report By
 DU2016  HISTORY     - 1947     MONUMENTED       CGS
 DU2016  HISTORY     - 1948     GOOD             USGS
 DU2016  HISTORY     - 1967     GOOD             AMS
 DU2016  HISTORY     - 19980701 GOOD             AZDT
 DU2016
 DU2016                          STATION DESCRIPTION
 DU2016
 DU2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2016'STATION IS LOCATED ABOUT 9-1/2 MILES EAST-NORTHEAST OF ROOSEVELT
 DU2016'AND ABOUT 3-1/2 MILES NORTH OF THE ROOSEVELT LAKE.  IT IS ABOUT
 DU2016'1-1/2 MILES SOUTHEAST OF THE A. CROSS R.S. AND 48 PACES NORTH OF
 DU2016'THE YOUNG ROAD AT CATTLE GUARD AND Y IN ROAD, THE LEFT FORK
 DU2016'LEADING AROUND THE NORTH SIDE OF THE LAKE.  THE MARK IS 7 FEET
 DU2016'EAST OF A FENCE LINE, LEADING AROUND THE NORTH SIDE OF THE LAKE.
 DU2016'THE MARK IS 7 FEET EAST OF A FENCE LINE, STAMPED--WILLOW 1946,
 DU2016'AND SET FLUSH WITH THE GROUND.
 DU2016'
 DU2016'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION MARK,
 DU2016'15 PACES WEST OF A FENCE LINE, STAMPED--WILLOW NO 1 1946 AND
 DU2016'SET FLUSH WITH THE GROUND.
 DU2016'
 DU2016'REFERENCE MARK NO. 2 IS ABOUT 3 FEET HIGHER THAN THE STATION
 DU2016'MARK, 2 FEET EAST OF A FENCE LINE, 5 PACES EAST OF A PALO VERDE
 DU2016'BUSH, STAMPED--WILLOW NO 2 1946 AND SET FLUSH WITH THE GROUND.
 DU2016'
 DU2016'THE AZIMUTH MARK IS 40 PACES WEST-NORTHWEST OF THE ROAD LEADING
 DU2016'TO THE STATION, 5 FEET EAST-NORTHEAST OF A PALO VERDE BUSH, AND
 DU2016'IS ON THE SOUTH BANK OF A DRY WASH.  THE MARK IS STAMPED--WILLOW
 DU2016'1946 AND PROJECTS 2 INCHES.
 DU2016'
 DU2016'TO REACH FROM STORE AND POST OFFICE IN ROOSEVELT, GO SOUTHEAST
 DU2016'ON ROUTE 88 TOWARD GLOBE FOR 14.5 MILES TO A REVERSE Y FORK,
 DU2016'THE YOUNG AND PLEASANT VALLEY ROAD.  TURN SHARP LEFT AS PER
 DU2016'SIGN YOUNG AND GO 4.3 MILES TO THE STEEL BRIDGE OVER SALT RIVER.
 DU2016'THENCE CONTINUE FOR 2.7 MILES TO A Y.  TAKE LEFT FORK AND GO
 DU2016'6.1 MILES TO CATTLE GUARD, AND FORK IN ROAD AND STATION SITE
 DU2016'48 PACES NORTH OF ROAD.
 DU2016
 DU2016                          STATION RECOVERY (1948)
 DU2016
 DU2016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2016'RECOVERED AS DESCRIBED BY NGS.
 DU2016
 DU2016                          STATION RECOVERY (1967)
 DU2016
 DU2016'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1967 (CCS)
 DU2016'MARK, REFERENCE MARKS AND AZIMUTH RECOVERED AND DESCRIPTION
 DU2016'ADEQUATE.
 DU2016
 DU2016                          STATION RECOVERY (1998)
 DU2016
 DU2016'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1998 (HW)
 DU2016'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0952 ***********************************************************************
 ES0952  DESIGNATION -  WILLOW
 ES0952  PID         -  ES0952
 ES0952  STATE/COUNTY-  AZ/COCONINO
 ES0952  USGS QUAD   -  WOODS CANYON (1990)
 ES0952
 ES0952                         *CURRENT SURVEY CONTROL
 ES0952  ___________________________________________________________________
 ES0952* NAD 83(1992)-  34 18 08.29154(N)    110 53 10.61707(W)     ADJUSTED  
 ES0952* NAVD 88     -      2303.2    (meters)    7556.     (feet)  VERTCON   
 ES0952  ___________________________________________________________________
 ES0952  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 ES0952  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ES0952  HORZ ORDER  -  SECOND
 ES0952
 ES0952.The horizontal coordinates were established by classical geodetic methods
 ES0952.and adjusted by the National Geodetic Survey in August 1993.
 ES0952
 ES0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0952
 ES0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0952
 ES0952.The geoid height was determined by GEOID03.
 ES0952
 ES0952;                    North         East     Units Scale Factor Converg.
 ES0952;SPC AZ C     -   366,664.169   308,205.679   MT  1.00001085   +0 34 50.6
 ES0952;SPC AZ C     - 1,202,966.43  1,011,173.49   iFT  1.00001085   +0 34 50.6
 ES0952;SPC AZ E     -   366,417.948   147,120.859   MT  0.99995407   -0 24 20.0
 ES0952;SPC AZ E     - 1,202,158.62    482,679.98   iFT  0.99995407   -0 24 20.0
 ES0952;UTM  12      - 3,795,681.436   510,464.218   MT  0.99960135   +0 03 50.7
 ES0952
 ES0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0952!SPC AZ C     -   0.99964237  x   1.00001085  =   0.99965321
 ES0952!SPC AZ E     -   0.99964237  x   0.99995407  =   0.99959645
 ES0952!UTM  12      -   0.99964237  x   0.99960135  =   0.99924386
 ES0952
 ES0952:                Primary Azimuth Mark                     Grid Az
 ES0952:SPC AZ C     -  LAKES                                    265 59 36.3
 ES0952:SPC AZ E     -  LAKES                                    266 58 46.9
 ES0952:UTM  12      -  LAKES                                    266 30 36.2
 ES0952
 ES0952|---------------------------------------------------------------------|
 ES0952| PID    Reference Object                     Distance      Geod. Az  |
 ES0952|                                                           dddmmss.s |
 ES0952| ES0917 LAKES                               APPROX. 0.6 KM 2663426.9 |
 ES0952|---------------------------------------------------------------------|
 ES0952
 ES0952                          SUPERSEDED SURVEY CONTROL
 ES0952
 ES0952  NAD 83(1986)-  34 18 08.28640(N)    110 53 10.62125(W) AD(       ) 2
 ES0952  NGVD 29 (08/03/87) 2302.1    (m)         7553.     (f) VERT ANG    3  
 ES0952
 ES0952.Superseded values are not recommended for survey control.
 ES0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0952.See file dsdata.txt to determine how the superseded data were derived.
 ES0952
 ES0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC1046495681(NAD 83)
 ES0952_MARKER: DS = TRIANGULATION STATION DISK
 ES0952_SETTING: 66 = SET IN ROCK OUTCROP
 ES0952_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0952+STABILITY: POSITION/ELEVATION WELL
 ES0952
 ES0952  HISTORY     - Date     Condition        Report By
 ES0952  HISTORY     - 1984     MONUMENTED       AZDT
 ES0952  HISTORY     - 19971011 GOOD             USPSQD
 ES0952  HISTORY     - 20050903 GOOD             USPSQD
 ES0952
 ES0952                          STATION DESCRIPTION
 ES0952
 ES0952'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0952'THE STATION IS LOCATED 18-3/4 MILES SOUTHWEST OF HEBER ALONG THE
 ES0952'NORTH SIDE OF STATE ROUTE 260.
 ES0952'
 ES0952'THE STATION MARK IS AN AZDT DISK STAMPED---WILLOW 1984---.  IT IS SET
 ES0952'IN A DRILL HOLE IN BEDROCK, 56 FEET NORTH OF THE CENTER LINE OF THE
 ES0952'HIGHWAY AND 6 FEET NORTH OF THE WITNESS POST.
 ES0952'
 ES0952'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0952'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 FOR 19.5 MILES TO
 ES0952'YOUNG ROAD ON THE LEFT, CONTINUE SOUTHWEST ALONG THE HIGHWAY FOR 1.8
 ES0952'MILES TO MILE POST 289.9 AND THE STATION ON THE RIGHT.
 ES0952
 ES0952                          STATION RECOVERY (1997)
 ES0952
 ES0952'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0952'RECOVERED IN GOOD CONDITION.
 ES0952
 ES0952                          STATION RECOVERY (2005)
 ES0952
 ES0952'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1369 ***********************************************************************
 FS1369  DESIGNATION -  WILLOW
 FS1369  PID         -  FS1369
 FS1369  STATE/COUNTY-  AZ/MOHAVE
 FS1369  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS1369
 FS1369                         *CURRENT SURVEY CONTROL
 FS1369  ___________________________________________________________________
 FS1369* NAD 83(1992)-  35 52 27.35074(N)    114 36 25.18807(W)     ADJUSTED  
 FS1369* NAVD 88     -       681.6    (meters)    2236.     (feet)  VERTCON   
 FS1369  ___________________________________________________________________
 FS1369  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 FS1369  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS1369  HORZ ORDER  -  SECOND
 FS1369
 FS1369.The horizontal coordinates were established by classical geodetic methods
 FS1369.and adjusted by the National Geodetic Survey in August 1993.
 FS1369
 FS1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1369
 FS1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1369
 FS1369.The geoid height was determined by GEOID03.
 FS1369
 FS1369;                    North         East     Units Scale Factor Converg.
 FS1369;SPC AZ W     -   540,920.097   135,971.794   MT  1.00000710   -0 30 08.0
 FS1369;SPC AZ W     - 1,774,672.23    446,101.69   iFT  1.00000710   -0 30 08.0
 FS1369;UTM  11      - 3,972,647.316   716,037.383   MT  1.00017514   +1 24 10.3
 FS1369
 FS1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1369!SPC AZ W     -   0.99989746  x   1.00000710  =   0.99990456
 FS1369!UTM  11      -   0.99989746  x   1.00017514  =   1.00007259
 FS1369
 FS1369|---------------------------------------------------------------------|
 FS1369| PID    Reference Object                     Distance      Geod. Az  |
 FS1369|                                                           dddmmss.s |
 FS1369| CS4841 WILLOW RM 1                           6.750 METERS 07354     |
 FS1369| CS4842 WILLOW RM 2                           5.132 METERS 25131     |
 FS1369| FS1363 REST                                APPROX. 8.0 KM 3381201.7 |
 FS1369|---------------------------------------------------------------------|
 FS1369
 FS1369                          SUPERSEDED SURVEY CONTROL
 FS1369
 FS1369  NAD 83(1986)-  35 52 27.33931(N)    114 36 25.17871(W) AD(       ) 2
 FS1369  NGVD 29 (11/23/90)  680.9    (m)         2234.     (f) VERT ANG    3  
 FS1369
 FS1369.Superseded values are not recommended for survey control.
 FS1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1369.See file dsdata.txt to determine how the superseded data were derived.
 FS1369
 FS1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV1603772647(NAD 83)
 FS1369_MARKER: DS = TRIANGULATION STATION DISK
 FS1369_SETTING: 66 = SET IN ROCK OUTCROP
 FS1369_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1369+STABILITY: POSITION/ELEVATION WELL
 FS1369
 FS1369  HISTORY     - Date     Condition        Report By
 FS1369  HISTORY     - 1981     MONUMENTED       AZDT
 FS1369
 FS1369                          STATION DESCRIPTION
 FS1369
 FS1369'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (GH)
 FS1369'THE STATION IS LOCATED ON TOP OF A CONICLE BUTTE THAT LIES JUST
 FS1369'NORTHWEST OF A BLACK MALPAI MESA WHICH IS JUST NORTHEAST OF US 93. IT
 FS1369'IS 11 MILES NORTHEAST OF HOVER DAM AND 2.5 MILES EASTNORTHEAST OF
 FS1369'WILLOW BEACH.
 FS1369'
 FS1369'THE STATION MARK IS AN ADOT DISK STAMPED, WILLOW 1981.  IT IS SET IN A
 FS1369'DRILL HOLE IN AN OUTCROP.
 FS1369'
 FS1369'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, WILLOW RM 1 1981.  IT IS SET
 FS1369'IN A DRILL HOLE IN ROCK.
 FS1369'
 FS1369'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, WILLOW RM 2 1981.  IT IS SET
 FS1369'IN A DRILL HOLE IN ROCK.
 FS1369'
 FS1369'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN TRAVEL SOUTH ON
 FS1369'STOCKTON HILL ROAD FOR 0.1 MILE TO US HIGHWAY 66.  TURN RIGHT ALONG
 FS1369'US HIGHWAY 66 FOR 2.3 MILES TO US HIGHWAY 93 AND I 40 TRAFFIC
 FS1369'INTERCHANGE.  TRAVEL NORTH ALONG US 93 FOR 52 MILES TO THE TEMPLE BAR
 FS1369'ROAD ON THE RIGHT.  CONTINUE NORTH ALONG US 93 FOR 4.3 MILES TO THE
 FS1369'ROAD TO WILLOW BEACH ON THE LEFT, CONTINUE NORTH ALONG US 93 FOR 0.75
 FS1369'MILE AND A STEEP TRAIL THAT LEADS UP TO THE OLD HIGHWAY.  TURN RIGHT
 FS1369'UP THE TRAIL, THE STATION IS STRAIGHT AHEAD ON THE CONICLE PEAK.  THE
 FS1369'END OF TRUCK TRAVEL IS ABOUT 400 FEET ON NORTHWEST SIDE OF PEAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK7536 ***********************************************************************
 DK7536  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7536  DESIGNATION -  WILLOW
 DK7536  PID         -  DK7536
 DK7536  STATE/COUNTY-  AZ/COCHISE
 DK7536  USGS QUAD   -  GALLETA FLAT EAST (1973)
 DK7536
 DK7536                         *CURRENT SURVEY CONTROL
 DK7536  ___________________________________________________________________
 DK7536* NAD 83(2007)-  32 04 46.90928(N)    110 20 57.81504(W)     ADJUSTED  
 DK7536* NAVD 88     -      1051.45   (meters)    3449.6    (feet)  GPS OBS   
 DK7536  ___________________________________________________________________
 DK7536  EPOCH DATE  -        2007.00
 DK7536  X           -  -1,881,377.810 (meters)                     COMP
 DK7536  Y           -  -5,072,581.646 (meters)                     COMP
 DK7536  Z           -   3,368,466.374 (meters)                     COMP
 DK7536  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DK7536  ELLIP HEIGHT-        1023.645 (meters)          (11/28/08) ADJUSTED
 DK7536  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DK7536  HORZ ORDER  -  B
 DK7536  ELLP ORDER  -  FOURTH    CLASS II
 DK7536
 DK7536.The horizontal coordinates were established by GPS observations
 DK7536.and adjusted by the National Geodetic Survey in November 2008.
 DK7536
 DK7536.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7536.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7536.The horizontal coordinates are valid at the epoch date displayed above.
 DK7536.The epoch date for horizontal control is a decimal equivalence
 DK7536.of Year/Month/Day.
 DK7536
 DK7536.The orthometric height was determined by GPS observations and a
 DK7536.high-resolution geoid model.
 DK7536.The orthometric height was determined by GPS observations and a
 DK7536.high-resolution geoid model using precise GPS observation and
 DK7536.processing techniques.
 DK7536
 DK7536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7536
 DK7536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7536
 DK7536.The ellipsoidal height was determined by GPS observations
 DK7536.and is referenced to NAD 83.
 DK7536
 DK7536.The geoid height was determined by GEOID03.
 DK7536
 DK7536;                    North         East     Units Scale Factor Converg.
 DK7536;SPC AZ E     -   119,718.152   196,110.273   MT  0.99990367   -0 05 49.4
 DK7536;SPC AZ E     -   392,776.09    643,406.41   iFT  0.99990367   -0 05 49.4
 DK7536;UTM  12      - 3,549,454.713   561,400.666   MT  0.99964649   +0 20 44.0
 DK7536
 DK7536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7536!SPC AZ E     -   0.99983930  x   0.99990367  =   0.99974298
 DK7536!UTM  12      -   0.99983930  x   0.99964649  =   0.99948584
 DK7536
 DK7536                          SUPERSEDED SURVEY CONTROL
 DK7536
 DK7536.No superseded survey control is available for this station.
 DK7536
 DK7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA6140149455(NAD 83)
 DK7536_MARKER: DD = SURVEY DISK
 DK7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7536_STAMPING: WILLOW 2005
 DK7536_MARK LOGO: AZ-003
 DK7536_PROJECTION: FLUSH
 DK7536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7536+STABILITY: SURFACE MOTION
 DK7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7536+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DK7536
 DK7536  HISTORY     - Date     Condition        Report By
 DK7536  HISTORY     - 20050715 MONUMENTED       AZ-003
 DK7536
 DK7536                          STATION DESCRIPTION
 DK7536
 DK7536'DESCRIBED BY COCHISE COUNTY ARIZONA 2005
 DK7536'FROM THE OCOTILLO ROAD RAILROAD TRACK CROSSING IN BENSON ARIZONA
 DK7536'TRAVEL NORTH ON OCOTILLO ROAD FOR APPROXIMATELY 8.8 MILE TO THE
 DK7536'STATION.
 DK7536' 
 DK7536'THE STATION IS APPROXIMATELY 15 FEET NORTH OF AN EAST-WEST FENCE LINE
 DK7536'AND APPROX 30 FEET EAST OF OCOTILLO ROAD.
 DK7536' 
 DK7536'THE STATION IS A COCHISE COUNTY HIGHWAY AND FLOODPLAIN DEPARTMENT 3
 DK7536'INCH BRASS SURVEY DISK IN A CONCRETE MONUMENT.  IT IS STAMPED WILLOW
 DK7536'2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0775 ***********************************************************************
 DT0775  DESIGNATION -  WILLOW MOUNTAIN LOOKOUT HOUSE
 DT0775  PID         -  DT0775
 DT0775  STATE/COUNTY-  AZ/GRAHAM
 DT0775  USGS QUAD   -  WILLOW MTN (1967)
 DT0775
 DT0775                         *CURRENT SURVEY CONTROL
 DT0775  ___________________________________________________________________
 DT0775* NAD 83(1992)-  33 27 42.49279(N)    109 35 38.27902(W)     ADJUSTED  
 DT0775* NAVD 88     -              **(meters)            **(feet)            
 DT0775  ___________________________________________________________________
 DT0775  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DT0775  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 DT0775  HORZ ORDER  -  THIRD
 DT0775
 DT0775.The horizontal coordinates were established by classical geodetic methods
 DT0775.and adjusted by the National Geodetic Survey in August 1993.
 DT0775
 DT0775
 DT0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0775
 DT0775.The geoid height was determined by GEOID03.
 DT0775
 DT0775;                    North         East     Units Scale Factor Converg.
 DT0775;SPC AZ E     -   273,111.096   266,595.153   MT  0.99993493   +0 18 56.8
 DT0775;SPC AZ E     -   896,033.78    874,656.01   iFT  0.99993493   +0 18 56.8
 DT0775;UTM  12      - 3,703,368.525   630,662.470   MT  0.99981048   +0 46 31.3
 DT0775
 DT0775                          SUPERSEDED SURVEY CONTROL
 DT0775
 DT0775  NAD 83(1986)-  33 27 42.48946(N)    109 35 38.27998(W) AD(       ) 4
 DT0775  NAD 27      -  33 27 42.29600(N)    109 35 35.97100(W) AD(       ) 3
 DT0775
 DT0775.Superseded values are not recommended for survey control.
 DT0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0775.See file dsdata.txt to determine how the superseded data were derived.
 DT0775
 DT0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC3066203369(NAD 83)
 DT0775_MARKER: 73 = LOOKOUT HOUSE
 DT0775
 DT0775  HISTORY     - Date     Condition        Report By
 DT0775  HISTORY     - 1960     FIRST OBSERVED   CGS
 DT0775
 DT0775                          STATION DESCRIPTION
 DT0775
 DT0775'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0401 ***********************************************************************
 CY0401  DESIGNATION -  WILLPORT
 CY0401  PID         -  CY0401
 CY0401  STATE/COUNTY-  AZ/COCHISE
 CY0401  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0401
 CY0401                         *CURRENT SURVEY CONTROL
 CY0401  ___________________________________________________________________
 CY0401* NAD 83(1992)-  32 14 38.51055(N)    109 53 30.03711(W)     ADJUSTED  
 CY0401* NAVD 88     -      1275.40   (+/-2cm)    4184.4    (feet)  VERTCON   
 CY0401  ___________________________________________________________________
 CY0401  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CY0401  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0401  HORZ ORDER  -  FIRST
 CY0401  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0401
 CY0401.The horizontal coordinates were established by classical geodetic methods
 CY0401.and adjusted by the National Geodetic Survey in August 1993.
 CY0401
 CY0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0401.The vertical order pertains to the NGVD 29 superseded value.
 CY0401
 CY0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0401
 CY0401.The geoid height was determined by GEOID03.
 CY0401
 CY0401;                    North         East     Units Scale Factor Converg.
 CY0401;SPC AZ E     -   137,957.803   239,273.034   MT  0.99990828   +0 08 48.2
 CY0401;SPC AZ E     -   452,617.46    785,016.52   iFT  0.99990828   +0 08 48.2
 CY0401;UTM  12      - 3,568,024.008   604,411.640   MT  0.99973444   +0 35 28.9
 CY0401
 CY0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0401!SPC AZ E     -   0.99980405  x   0.99990828  =   0.99971235
 CY0401!UTM  12      -   0.99980405  x   0.99973444  =   0.99953854
 CY0401
 CY0401:                Primary Azimuth Mark                     Grid Az
 CY0401:SPC AZ E     -  WILLCOX STANDPIPE                        078 02 15.1
 CY0401:UTM  12      -  WILLCOX STANDPIPE                        077 35 34.4
 CY0401
 CY0401|---------------------------------------------------------------------|
 CY0401| PID    Reference Object                     Distance      Geod. Az  |
 CY0401|                                                           dddmmss.s |
 CY0401| CY1201 WILLCOX STANDPIPE                   APPROX. 6.0 KM 0781103.3 |
 CY0401| CY1200 WILLCOX RAILROAD WATER TANK         APPROX. 5.8 KM 0813240.0 |
 CY0401| CY0404 WILLPORT AZ MK                                     1742754.8 |
 CY0401| CY0403 WILLPORT RM 2                        17.666 METERS 20426     |
 CY0401| CY0402 WILLPORT RM 1                        17.282 METERS 30446     |
 CY0401|---------------------------------------------------------------------|
 CY0401
 CY0401                          SUPERSEDED SURVEY CONTROL
 CY0401
 CY0401  NAD 83(1986)-  32 14 38.50453(N)    109 53 30.03401(W) AD(       ) 1
 CY0401  NAD 27      -  32 14 38.23800(N)    109 53 27.78400(W) AD(       ) 1
 CY0401  NGVD 29 (??/??/92) 1274.647  (m)         4181.90   (f) ADJ UNCH    1 2
 CY0401
 CY0401.Superseded values are not recommended for survey control.
 CY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0401.See file dsdata.txt to determine how the superseded data were derived.
 CY0401
 CY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA0441268024(NAD 83)
 CY0401_MARKER: DS = TRIANGULATION STATION DISK
 CY0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0401_STAMPING: WILLPORT 1945
 CY0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0401+STABILITY: SURFACE MOTION
 CY0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CY0401+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 CY0401
 CY0401  HISTORY     - Date     Condition        Report By
 CY0401  HISTORY     - 1945     MONUMENTED       CGS
 CY0401  HISTORY     - 1952     GOOD             CGS
 CY0401  HISTORY     - 1952     GOOD             NGS
 CY0401  HISTORY     - 1956     GOOD             USE
 CY0401  HISTORY     - 20010529 GOOD             NGS
 CY0401  HISTORY     - 20051113 GOOD             NGS
 CY0401
 CY0401                          STATION DESCRIPTION
 CY0401
 CY0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0401'STATION IS 3-1/2 MILES (AIR LINE) W OF WILLCOX UNDERNEATH THE
 CY0401'BEACON AT THE COCHISE COUNTY AIRPORT.
 CY0401'
 CY0401'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET AND
 CY0401'STATE HIGHWAY 86, GO SW ON STATE HIGHWAY 86 FOR 0.1 MILE TO
 CY0401'A CROSSROAD.  HERE TURN RIGHT AT A TEXACO SERVICE STATION ON A
 CY0401'GRADED ROAD AND GO 0.2 MILE.  HERE JOG 50 YARDS TO THE LEFT AND
 CY0401'CONTINUE 0.2 MILE.  HERE JOG 50 YARDS TO THE RIGHT AND GO 3.6
 CY0401'MILES W ON THE PAVED ROAD TO A ROAD COMING IN ON THE LEFT AND
 CY0401'AN AIRPORT ON THE LEFT.  HERE TURN LEFT ACROSS A CATTLE GUARD
 CY0401'AND GO 0.9 MILE ON THE AIRPORT SERVICE ROAD TO THE BEACON AND
 CY0401'THE STATION.
 CY0401'
 CY0401'STATION MARK IS A BRONZE STATION DISK STAMPED WILLPORT 1945 AND
 CY0401'IS SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE
 CY0401'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 CY0401'CONCRETE.  THE STATION IS 6.84 FEET SW OF THE NE LEG OF THE
 CY0401'BEACON TOWER, 6.79 FEET NW OF THE SE LEG, 6.70 FEET NE OF THE
 CY0401'SW LEG, 6.81 FEET SE OF THE NW LEG, AND IS 30.0 FEET E OF THE
 CY0401'E SIDE OF A SMALL CONCRETE BUILDING.
 CY0401'
 CY0401'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED
 CY0401'WILLPORT NO 1 1945 AND IS SET IN THE E EDGE OF A CONCRETE BLOCK
 CY0401'MEASURING 1-1/2 FEET BY 3 FEET AND PROJECTING 4 INCHES ABOVE THE
 CY0401'SURFACE OF A 10 SIDED PIECE OF ASPHALT.  THE MARK IS WNW OF
 CY0401'THE STATION AND AT ABOUT THE SAME LEVEL.
 CY0401'
 CY0401'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED WILLPORT
 CY0401'NO 2 1945 AND IS SET IN A SQUARE CONCRETE POST PROJECTING 2
 CY0401'INCHES ABOVE THE GROUND.  THE MARK IS SSW OF THE STATION AND
 CY0401'ABOUT 8 INCHES LOWER.
 CY0401'
 CY0401'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED WILLPORT 1945
 CY0401'AND IS SET IN THE N CORNER OF A 3 FOOT SQUARE CONCRETE BASE FOR
 CY0401'CONTACT LIGHT NUMBER 128 ON THE NE SIDE OF THE RUNWAY RUNNING
 CY0401'NNW TO SSE.  THE MARK IS 0.4 MILE S OF THE STATION.
 CY0401'
 CY0401'HEIGHT OF LIGHT ABOVE STATION MARK - 2.0 METERS.
 CY0401
 CY0401                          STATION RECOVERY (1952)
 CY0401
 CY0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CY0401'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CY0401'DESCRIBED.  STATION DISK IS STAMPED WILLPORT 1945.  THE
 CY0401'PRESENT DESCRIPTION IS ADEQUATE.
 CY0401
 CY0401                          STATION RECOVERY (1952)
 CY0401
 CY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0401'4.0 MI W FROM WILLCOX.
 CY0401'3.2 MILES WEST ALONG MALEY STREET AND A COUNTY ROAD FROM THE POST
 CY0401'OFFICE AT WILLCOX, THENCE 0.8 MILE SOUTHWEST TO THE LIGHT CONTROL
 CY0401'BUILDING OF THE WILLCOX AIRPORT, UNDER AND IN THE CENTER OF THE LIGHT
 CY0401'TOWER, 34.0 FEET EAST OF THE EAST FACE OF THE LIGHT CONTROL BUILING,
 CY0401'7.0 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE TOWER, 7.0 FEET
 CY0401'SOUTHEAST OF THE NORTHWEST LEG OF THE TOWER, AND SET IN THE TOP OF A
 CY0401'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0401
 CY0401                          STATION RECOVERY (1956)
 CY0401
 CY0401'RECOVERY NOTE BY US ENGINEERS 1956
 CY0401'STATION RECOVERED AS DESCRIBED.
 CY0401'
 CY0401'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 CY0401
 CY0401                          STATION RECOVERY (2001)
 CY0401
 CY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CY0401'STATION IS ABOUT 3 MILES WEST OF WILLCOX HIGH SCHOOL FOOTBALL FIELD
 CY0401'ALONG AIRPORT ROAD AND SW ALONG AIRPORT DRIVEWAY.
 CY0401
 CY0401                          STATION RECOVERY (2005)
 CY0401
 CY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0404 ***********************************************************************
 CY0404  DESIGNATION -  WILLPORT AZ MK
 CY0404  PID         -  CY0404
 CY0404  STATE/COUNTY-  AZ/COCHISE
 CY0404  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0404
 CY0404                         *CURRENT SURVEY CONTROL
 CY0404  ___________________________________________________________________
 CY0404* NAD 83(1986)-  32 14 28.     (N)    109 53 50.     (W)     SCALED    
 CY0404* NAVD 88     -      1274.58   (+/-2cm)    4181.7    (feet)  VERTCON   
 CY0404  ___________________________________________________________________
 CY0404  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CY0404  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0404
 CY0404.The horizontal coordinates were scaled from a topographic map and have
 CY0404.an estimated accuracy of +/- 6 seconds.
 CY0404
 CY0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0404.The vertical order pertains to the NGVD 29 superseded value.
 CY0404
 CY0404.The geoid height was determined by GEOID03.
 CY0404
 CY0404;                    North         East    Units  Estimated Accuracy
 CY0404;SPC AZ E     -   137,630.      238,750.      MT  (+/- 180 meters Scaled)
 CY0404
 CY0404                          SUPERSEDED SURVEY CONTROL
 CY0404
 CY0404  NGVD 29 (??/??/92) 1273.828  (m)         4179.22   (f) ADJ UNCH    1 2
 CY0404
 CY0404.Superseded values are not recommended for survey control.
 CY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0404.See file dsdata.txt to determine how the superseded data were derived.
 CY0404
 CY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA038676(NAD 83)
 CY0404_MARKER: DZ = AZIMUTH MARK DISK
 CY0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0404_SP_SET: FOUNDATION
 CY0404_STAMPING: WILLPORT 1945
 CY0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0404
 CY0404  HISTORY     - Date     Condition        Report By
 CY0404  HISTORY     - 1945     MONUMENTED       CGS
 CY0404  HISTORY     - 1952     GOOD             NGS
 CY0404
 CY0404                          STATION DESCRIPTION
 CY0404
 CY0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0404'4.5 MI W FROM WILLCOX.
 CY0404'3.2 MILES WEST ALONG MALEY STREET AND A COUNTY ROAD FROM THE POST
 CY0404'OFFICE AT WILLCOX, THENCE 1.3 MILES SOUTHWEST ACROSS THE AIRPORT, 0.5
 CY0404'MILE SOUTHWEST OF THE LIGHT CONTROL TOWER, IN THE TOP OF THE NORTHEAST
 CY0404'CORNER OF THE FOUNDATION OF RUNWAY LIGHT NUMBER 128, 66.0 FEET EAST OF
 CY0404'THE CENTER LINE OF THE WEST ONE OF TWO NORTH-SOUTH RUNWAYS, 0.6 FOOT
 CY0404'SOUTH OF THE NORTH EDGE OF THE LIGHT FOUNDATION, 0.6 FOOT WEST OF THE
 CY0404'EAST EDGE OF THE LIGHT FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0402 ***********************************************************************
 CY0402  DESIGNATION -  WILLPORT RM 1
 CY0402  PID         -  CY0402
 CY0402  STATE/COUNTY-  AZ/COCHISE
 CY0402  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0402
 CY0402                         *CURRENT SURVEY CONTROL
 CY0402  ___________________________________________________________________
 CY0402* NAD 83(1986)-  32 14 38.     (N)    109 53 29.     (W)     SCALED    
 CY0402* NAVD 88     -      1275.13   (+/-2cm)    4183.5    (feet)  VERTCON   
 CY0402  ___________________________________________________________________
 CY0402  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0402  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0402
 CY0402.The horizontal coordinates were scaled from a topographic map and have
 CY0402.an estimated accuracy of +/- 6 seconds.
 CY0402
 CY0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0402.The vertical order pertains to the NGVD 29 superseded value.
 CY0402
 CY0402.The geoid height was determined by GEOID03.
 CY0402
 CY0402;                    North         East    Units  Estimated Accuracy
 CY0402;SPC AZ E     -   137,940.      239,300.      MT  (+/- 180 meters Scaled)
 CY0402
 CY0402                          SUPERSEDED SURVEY CONTROL
 CY0402
 CY0402  NGVD 29 (??/??/92) 1274.380  (m)         4181.03   (f) ADJ UNCH    1 2
 CY0402
 CY0402.Superseded values are not recommended for survey control.
 CY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0402.See file dsdata.txt to determine how the superseded data were derived.
 CY0402
 CY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA044680(NAD 83)
 CY0402_MARKER: DR = REFERENCE MARK DISK
 CY0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0402_STAMPING: 1945 WILLPORT R.M. NO. 1
 CY0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0402+STABILITY: SURFACE MOTION
 CY0402
 CY0402  HISTORY     - Date     Condition        Report By
 CY0402  HISTORY     - 1945     MONUMENTED       CGS
 CY0402  HISTORY     - 1952     GOOD             NGS
 CY0402  HISTORY     - 20051113 MARK NOT FOUND   NGS
 CY0402
 CY0402                          STATION DESCRIPTION
 CY0402
 CY0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0402'4.0 MI W FROM WILLCOX.
 CY0402'3.2 MILES WEST ALONG MALEY STREET AND A COUNTY ROAD FROM THE POST
 CY0402'OFFICE AT WILLCOX, THENCE 0.8 MILE SOUTHWEST TO THE LIGHT CONTROL
 CY0402'BUILDING, 60.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE LIGHT
 CY0402'CONTROL BUILDING, 58.0 FEET SOUTH OF THE WILLPORT TRIANGULATION
 CY0402'STATION, 1.4 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CY0402'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CY0402
 CY0402                          STATION RECOVERY (2005)
 CY0402
 CY0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0402'REFERENCES PUT MARK UNDER ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0403 ***********************************************************************
 CY0403  DESIGNATION -  WILLPORT RM 2
 CY0403  PID         -  CY0403
 CY0403  STATE/COUNTY-  AZ/COCHISE
 CY0403  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0403
 CY0403                         *CURRENT SURVEY CONTROL
 CY0403  ___________________________________________________________________
 CY0403* NAD 83(1986)-  32 14 38.     (N)    109 53 29.     (W)     SCALED    
 CY0403* NAVD 88     -      1275.50   (+/-2cm)    4184.7    (feet)  VERTCON   
 CY0403  ___________________________________________________________________
 CY0403  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CY0403  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0403
 CY0403.The horizontal coordinates were scaled from a topographic map and have
 CY0403.an estimated accuracy of +/- 6 seconds.
 CY0403
 CY0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0403.The vertical order pertains to the NGVD 29 superseded value.
 CY0403
 CY0403.The geoid height was determined by GEOID03.
 CY0403
 CY0403;                    North         East    Units  Estimated Accuracy
 CY0403;SPC AZ E     -   137,940.      239,300.      MT  (+/- 180 meters Scaled)
 CY0403
 CY0403                          SUPERSEDED SURVEY CONTROL
 CY0403
 CY0403  NGVD 29 (??/??/92) 1274.743  (m)         4182.22   (f) ADJ UNCH    1 2
 CY0403
 CY0403.Superseded values are not recommended for survey control.
 CY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0403.See file dsdata.txt to determine how the superseded data were derived.
 CY0403
 CY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA044680(NAD 83)
 CY0403_MARKER: DB = BENCH MARK DISK
 CY0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0403_SP_SET: FOUNDATION
 CY0403_STAMPING: WILLPORT NO. 2 1945
 CY0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0403+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 CY0403
 CY0403  HISTORY     - Date     Condition        Report By
 CY0403  HISTORY     - 1945     MONUMENTED       CGS
 CY0403  HISTORY     - 1952     GOOD             NGS
 CY0403  HISTORY     - 20010529 GOOD             NGS
 CY0403  HISTORY     - 20051113 GOOD             NGS
 CY0403
 CY0403                          STATION DESCRIPTION
 CY0403
 CY0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0403'4.0 MI W FROM WILLCOX.
 CY0403'3.2 MILES WEST ALONG MALEY STREET AND A COUNTY ROAD FROM THE POST
 CY0403'OFFICE AT WILLCOX, THENCE 0.8 MILE SOUTHWEST TO THE LIGHT CONTROL
 CY0403'BUILDING, IN A CONCRETE FOUNDATION, 58.0 FEET NORTHWEST OF THE
 CY0403'WILLPORT TRIANGULATION STATION, 20.0 FEET NORTH OF THE NORTHWEST
 CY0403'CORNER OF THE LIGHT CONTROL BUILDING, 1.6 FEET SOUTH OF THE NORTH END
 CY0403'OF THE FOUNDATION, AND ABOUT 0.3 FOOT HIGHER THAN THE GROUND.
 CY0403
 CY0403                          STATION RECOVERY (2001)
 CY0403
 CY0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CY0403'STATION IS ABOUT 3 MILES WEST OF WILLCOX HIGH SCHOOL FOOTBALL FIELD
 CY0403'ALONG AIRPORT ROAD AND SW ALONG AIRPORT DRIVEWAY.
 CY0403
 CY0403                          STATION RECOVERY (2005)
 CY0403
 CY0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0403'MARK IS 17.7 M WNW OF AND 8 INCHES HIGHER THAN TRIANGULATION STATION,
 CY0403'AND IS NORTH OF CONCRETE BLDG.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2101 ***********************************************************************
 DU2101  DESIGNATION -  WILLY
 DU2101  PID         -  DU2101
 DU2101  STATE/COUNTY-  AZ/MARICOPA
 DU2101  USGS QUAD   -  HIGLEY (1981)
 DU2101
 DU2101                         *CURRENT SURVEY CONTROL
 DU2101  ___________________________________________________________________
 DU2101* NAD 83(1992)-  33 17 00.34132(N)    111 38 06.24623(W)     ADJUSTED  
 DU2101* NAVD 88     -       425.0    (meters)    1394.     (feet)  VERTCON   
 DU2101  ___________________________________________________________________
 DU2101  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DU2101  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU2101  HORZ ORDER  -  SECOND
 DU2101
 DU2101.The horizontal coordinates were established by classical geodetic methods
 DU2101.and adjusted by the National Geodetic Survey in August 1993.
 DU2101
 DU2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2101
 DU2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2101
 DU2101.The geoid height was determined by GEOID03.
 DU2101
 DU2101;                    North         East     Units Scale Factor Converg.
 DU2101;SPC AZ C     -   253,217.931   239,589.220   MT  0.99990848   +0 09 16.3
 DU2101;SPC AZ C     -   830,767.49    786,053.87   iFT  0.99990848   +0 09 16.3
 DU2101;UTM  12      - 3,682,888.387   440,864.478   MT  0.99964311   -0 20 54.7
 DU2101
 DU2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2101!SPC AZ C     -   0.99993794  x   0.99990848  =   0.99984642
 DU2101!UTM  12      -   0.99993794  x   0.99964311  =   0.99958107
 DU2101
 DU2101|---------------------------------------------------------------------|
 DU2101| PID    Reference Object                     Distance      Geod. Az  |
 DU2101|                                                           dddmmss.s |
 DU2101| CH5742 WILLY RM 2                           12.652 METERS 18020     |
 DU2101| DU2102 WILLY RM 1                           12.669 METERS 35828     |
 DU2101|---------------------------------------------------------------------|
 DU2101
 DU2101                          SUPERSEDED SURVEY CONTROL
 DU2101
 DU2101  NAD 83(1986)-  33 17 00.33602(N)    111 38 06.24962(W) AD(       ) 2
 DU2101  NAD 27      -  33 17 00.15070(N)    111 38 03.77164(W) AD(       ) 2
 DU2101  NGVD 29 (07/19/86)  424.5    (m)         1393.     (f) VERT ANG    3  
 DU2101
 DU2101.Superseded values are not recommended for survey control.
 DU2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2101.See file dsdata.txt to determine how the superseded data were derived.
 DU2101
 DU2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4086482888(NAD 83)
 DU2101_MARKER: DD = SURVEY DISK
 DU2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DU2101
 DU2101  HISTORY     - Date     Condition        Report By
 DU2101  HISTORY     - 1976     MONUMENTED       AZDT
 DU2101  HISTORY     - 1979     GOOD             NGS
 DU2101  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 DU2101
 DU2101                          STATION DESCRIPTION
 DU2101
 DU2101'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 DU2101'THE STATION IS LOCATED ABOUT 2.42 MILES NORTH OF QUEEN CREEK AND
 DU2101'5.2 MILES SOUTHEAST OF HIGLEY ALONG THE WEST SIDE OF ELLSWORTH ROAD.
 DU2101'
 DU2101'THE STATION IS AN ADOT HIGHWAY DIVISION DISK STAMPED WILLY 1975
 DU2101'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE DISK
 DU2101'IS 0.16 MILES SOUTH OF AN IRRIGATION WELL AND PUMP ON THE WEST
 DU2101'SIDE OF ELLSWORTH ROAD, 49.5 FEET WEST OF THE CENTERLINE OF
 DU2101'ELLSWORTH ROAD, 6 FEET EAST OF CENTERLINE OF CONCRETE LINED
 DU2101'IRRIGATION DITCH AND MARKED BY A WITNESS POST AND SIGN 2.9 FEET
 DU2101'NORTH.
 DU2101'
 DU2101'REFERENCE MARK 1 IS A ADOT HIGHWAY DIVISION DISK STAMPED WILLY
 DU2101'RM 1 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 6
 DU2101'FEET EAST OF CENTERLINE OF CONCRETE LINED DITCH.
 DU2101'
 DU2101'REFERENCE MARK 2 IS A ADOT HIGHWAY DIVISION DISK STAMPED RM 2
 DU2101'WILLY 1975 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 6
 DU2101'FEET EAST OF CENTERLINE OF CONCRETE LINED DITCH.
 DU2101'
 DU2101'TO REACH THE STATION FROM QUEEN CREEK, GO NORTH ON ELLSWORTH
 DU2101'ROAD FOR 2.42 MILES AND STATION ON THE LEFT (WEST).
 DU2101'
 DU2101'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DU2101
 DU2101                          STATION RECOVERY (1979)
 DU2101
 DU2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JVD)
 DU2101'THE STATION AND BOTH REFERENCE MARK MONUMENTS WERE FOUND OUT
 DU2101'OF GROUND.  BOTH SIDES OF ELLSWORTH ROAD HAVE BEEN GRADED.
 DU2101'
 DU2101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DU2101'2.5 MILES SOUTHEAST OF WILLIAMS AIR FORCE BASE.
 DU2101
 DU2101                          STATION RECOVERY (2006)
 DU2101
 DU2101'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2101'THE ADJUSTED COORDINATES POINT THE WEST EDGE OF THE SOUTHBOUND LANES
 DU2101'OF THE NEWLY WIDENED ELLSWORTH ROAD. NO WITNESS POST OR IRRIGATION
 DU2101'DITCH WAS FOUND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0062 ***********************************************************************
 CZ0062  DESIGNATION -  WILMOT
 CZ0062  PID         -  CZ0062
 CZ0062  STATE/COUNTY-  AZ/PIMA
 CZ0062  USGS QUAD   -  TUCSON SE (1992)
 CZ0062
 CZ0062                         *CURRENT SURVEY CONTROL
 CZ0062  ___________________________________________________________________
 CZ0062* NAD 83(1992)-  32 06 53.81296(N)    110 51 29.15450(W)     ADJUSTED  
 CZ0062* NAVD 88     -       846.773  (meters)    2778.12   (feet)  ADJUSTED  
 CZ0062  ___________________________________________________________________
 CZ0062  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 CZ0062  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0062  DYNAMIC HT  -         845.566 (meters)    2774.16  (feet)  COMP
 CZ0062  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 CZ0062
 CZ0062  HORZ ORDER  -  FIRST
 CZ0062  VERT ORDER  -  FIRST     CLASS II
 CZ0062
 CZ0062.The horizontal coordinates were established by classical geodetic methods
 CZ0062.and adjusted by the National Geodetic Survey in August 1993.
 CZ0062
 CZ0062.The orthometric height was determined by differential leveling
 CZ0062.and adjusted in June 1991.
 CZ0062
 CZ0062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0062
 CZ0062.The geoid height was determined by GEOID03.
 CZ0062
 CZ0062.The dynamic height is computed by dividing the NAVD 88
 CZ0062.geopotential number by the normal gravity value computed on the
 CZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0062.degrees latitude (g = 980.6199 gals.).
 CZ0062
 CZ0062.The modeled gravity was interpolated from observed gravity values.
 CZ0062
 CZ0062;                    North         East     Units Scale Factor Converg.
 CZ0062;SPC AZ C     -   124,102.701   313,254.941   MT  1.00002303   +0 33 46.1
 CZ0062;SPC AZ C     -   407,161.09  1,027,739.31   iFT  1.00002303   +0 33 46.1
 CZ0062;UTM  12      - 3,553,185.745   513,386.615   MT  0.99960221   +0 04 31.6
 CZ0062
 CZ0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0062!SPC AZ C     -   0.99987164  x   1.00002303  =   0.99989467
 CZ0062!UTM  12      -   0.99987164  x   0.99960221  =   0.99947390
 CZ0062
 CZ0062|---------------------------------------------------------------------|
 CZ0062| PID    Reference Object                     Distance      Geod. Az  |
 CZ0062|                                                           dddmmss.s |
 CZ0062| CZ0063 WILMOT RM 1                          15.166 METERS 01252     |
 CZ0062| CC7658 HIGHWAY 80 STA 441+00 2775.75                      1310128.4 |
 CZ0062| CZ0064 WILMOT RM 2                          17.185 METERS 29645     |
 CZ0062|---------------------------------------------------------------------|
 CZ0062
 CZ0062                          SUPERSEDED SURVEY CONTROL
 CZ0062
 CZ0062  NAD 83(1986)-  32 06 53.80992(N)    110 51 29.15184(W) AD(       ) 1
 CZ0062  NAD 27      -  32 06 53.52500(N)    110 51 26.83600(W) AD(       ) 1
 CZ0062  NGVD 29 (??/??/92)  846.078  (m)         2775.84   (f) ADJ UNCH    1 2
 CZ0062
 CZ0062.Superseded values are not recommended for survey control.
 CZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0062.See file dsdata.txt to determine how the superseded data were derived.
 CZ0062
 CZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1338753186(NAD 83)
 CZ0062_MARKER: DS = TRIANGULATION STATION DISK
 CZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0062_STAMPING: WILMOT 1935
 CZ0062_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0062+STABILITY: SURFACE MOTION
 CZ0062
 CZ0062  HISTORY     - Date     Condition        Report By
 CZ0062  HISTORY     - 1935     MONUMENTED       CGS
 CZ0062  HISTORY     - 1952     GOOD             CGS
 CZ0062  HISTORY     - 1960     GOOD             CGS
 CZ0062  HISTORY     - 1960     GOOD             NGS
 CZ0062  HISTORY     - 1971     GOOD             AZHD
 CZ0062  HISTORY     - 1979     GOOD             NGS
 CZ0062  HISTORY     - 1996     MARK NOT FOUND   USPSQD
 CZ0062
 CZ0062                          STATION DESCRIPTION
 CZ0062
 CZ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ0062'ABOUT 10 MILES SOUTHEAST FROM THE CENTER OF TUCSON AT THE
 CZ0062'INTERSECTION OF U.S. HIGHWAY NO. 80 AND WILMOT ROAD IN THE
 CZ0062'NORTHWEST CORNER OF THE INTERSECTION.  MARKED BY STANDARD
 CZ0062'BRONZE DISKS.  REFERENCE
 CZ0062'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 CZ0062'15.166 METERS (49.76 FEET) FROM STATION  S 12 DEG
 CZ0062'52 MIN W.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ0062'DISK, IS 17.185 METERS (56.38 FEET) FROM STATION
 CZ0062'S 63 DEG 15 MIN.  AZIMUTH MARK, A STATE HIGHWAY
 CZ0062'BENCH MARK, IS 600 FEET FROM STATION  N 48 DEG 58 MIN
 CZ0062'31 SEC W.
 CZ0062
 CZ0062                          STATION RECOVERY (1952)
 CZ0062
 CZ0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CZ0062'STATION IS LOCATED 11.1 MILES SE OF TUCSON.  TO REACH THE
 CZ0062'STATION FROM TUCSON, FOLLOW THE SOUTHERN PACIFIC CO. RAILROAD
 CZ0062'SE FOR 10.1 MILES FROM THE RAILROAD STATION AT TUCSON, THEN
 CZ0062'TURN S FOLLOWING WILMOT ROAD 1 MILE TO THE JUNCTION OF U.S.
 CZ0062'HIGHWAY 80.
 CZ0062'
 CZ0062'STATION MARK IS A STANDARD STATION DISK, STAMPED WILMOT
 CZ0062'1935, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CZ0062'ABOVE THE GROUND.  IT IS 66 FEET NE OF THE CENTER LINE OF
 CZ0062'U.S. HIGHWAY 80, 45 FEET W OF THE CENTER LINE OF WILMOT ROAD,
 CZ0062'15.2 FEET NE OF A FENCE LINE, AND 1.6 FEET SW OF A WITNESS
 CZ0062'POST.
 CZ0062'
 CZ0062'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED WILMOT
 CZ0062'NO 1 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0062'0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE STATION.
 CZ0062'IT IS 52.65 FEET NNE OF THE STATION, 64.1 FEET S OF A POLE
 CZ0062'WITH A TRANSFORMER, AND 32 FEET W OF THE CENTER LINE OF WILMOT
 CZ0062'ROAD.
 CZ0062'
 CZ0062'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED WILMOT
 CZ0062'NO 2 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0062'0.2 FOOT ABOVE THE GROUND.  IT IS 59.10 FEET (18.002 METERS)
 CZ0062'W OF THE STATION, 56 FEET NE OF THE CENTER LINE OF U.S. HIGHWAY
 CZ0062'80, AND 5.3 FEET NE OF THE FENCE LINE.
 CZ0062'
 CZ0062'AZIMUTH MARK IS AN ARIZONA HIGHWAY DEPARTMENT MARK LOCATED
 CZ0062'0.1 MILE E OF THE STATION AND STAMPED 2775.75 441+00 1928.
 CZ0062'IT IS SET IN THE TOP OF THE CENTER OF THE NE HEAD WALL OF
 CZ0062'A DOUBLE 36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 CZ0062'HIGHWAY.  IT IS 17-1/2 FEET NE OF THE CENTER LINE OF U.S.
 CZ0062'HIGHWAY 80.
 CZ0062'
 CZ0062'NOTE--THERE WAS A DISCREPANCY NOTICED IN THE TAPING OF BOTH
 CZ0062'REFERENCE MARKS.
 CZ0062
 CZ0062                          STATION RECOVERY (1960)
 CZ0062
 CZ0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ0062'THE STATION MARK WAS RECOVERED.  THE AZIMUTH AND REFERENCE
 CZ0062'MARKS HAVE BEEN DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED
 CZ0062'THIS YEAR.  PREVIOUS DESCRIPTIONS ARE NOW OBSOLETE.
 CZ0062'
 CZ0062'THE STATION IS 8.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM
 CZ0062'THE JUNCTION OF U.S. HIGHWAYS 80, 89 AND STATE HIGHWAY 84
 CZ0062'ALT. IN SOUTH TUCSON, ON THE NORTHWEST SIDE OF THE WILMOT
 CZ0062'OVERPASS.  IT IS AT THE BASE OF THE FILL BELOW AND NORTH
 CZ0062'OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 80 AND ON THE
 CZ0062'WEST SIDE OF WILMOT ROAD.
 CZ0062'
 CZ0062'THE MARK, STAMPED WILMOT 1935, IS SET IN THE TOP OF A CONCRETE
 CZ0062'POST WHICH PROJECTS ABOUT 1-INCH AND INCASED IN THE CONCRETE
 CZ0062'SURFACED BACK-FILL OF THE OVERPASS.  IT IS 49.5 FEET NORTH OF THE
 CZ0062'NORTHWEST BRIDGE PIER, 39 FEET WEST OF THE CENTER OF THE
 CZ0062'TRAFFIC ISLAND ON WILMOT ROAD, 19 FEET SOUTH OF THE SOUTH
 CZ0062'END OF A STEEL MESH FENCE, 5.5 FEET WEST OF THE CENTER
 CZ0062'OF THE SIDEWALK AND 12 INCHES SOUTHEAST OF A WOODEN WITNESS
 CZ0062'POST.
 CZ0062'
 CZ0062'REFERENCE MARK 3, STAMPED WILMOT NO 3 1935, IS A STANDARD
 CZ0062'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12
 CZ0062'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE SURFACE
 CZ0062'OF THE GROUND.  IT IS 6 FEET NORTHWEST OF THE NORTHWEST END
 CZ0062'OF THE CONCRETE BRIDGE ABUTMENT ON TOP OF THE OVERPASS, 26
 CZ0062'FEET NORTH OF THE CENTER STRIPE OF THE WEST BOUND TRAFFIC
 CZ0062'LANE OF U.S. HIGHWAY 80, 3 FEET NORTH OF THE NORTH METAL GUARD
 CZ0062'RAIL AND ON A LINE NORTH OF A POINT WHERE THE HIGHWAY ASPHALT
 CZ0062'JOINS THE WEST END OF THE CONCRETE BRIDGE FLOOR.
 CZ0062'
 CZ0062'NOTE--THE STATION WAS NOT OCCUPIED THIS DATE.  SEE DESCRIPTION
 CZ0062'OF WILMOT R.M. 3 1935.
 CZ0062
 CZ0062                          STATION RECOVERY (1960)
 CZ0062
 CZ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0062'8.0 MI SE FROM TUCSON.
 CZ0062'8.0 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0062'HIGHWAY 89 AT TUCSON TO THE WILMOT OVERPASS, 49 FEET NORTH OF THE
 CZ0062'NORTHWEST BRIDGE PIER, 39 FEET WEST OF THE CENTER OF THE TRAFFIC
 CZ0062'ISLAND ON WILMOT ROAD, 19 FEET SOUTH OF THE SOUTH END OF A FENCE, 5.5
 CZ0062'FEET WEST OF THE CENTER OF A SIDEWALK, 12 INCHES SOUTHEAST OF A WOODEN
 CZ0062'WITNESS POST SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH.
 CZ0062
 CZ0062                          STATION RECOVERY (1971)
 CZ0062
 CZ0062'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971
 CZ0062'RECOVERED AS DESCRIBED.
 CZ0062
 CZ0062                          STATION RECOVERY (1979)
 CZ0062
 CZ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0062'8.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0062'HIGHWAY 89 INTERCHANGE AT TUCSON, AT THE WILMOT ROAD INTERCHANGE,
 CZ0062'49.5 FEET NORTH OF THE NORTHWEST CORNER OF THE NORTH PIER OF THE WEST
 CZ0062'ROW OF PIERS FOR THE NORTHWEST BOUND TRAFFIC LANES, 8.0 FEET WEST OF
 CZ0062'THE WEST CURB OF WILMOT ROAD, 46.5 FEET SOUTH OF A STREET LIGHT POLE
 CZ0062'AND 20.5 FEET SOUTH OF THE SOUTH END OF A CYCLONE FENCE.  THE
 CZ0062'CONCRETE POST IS CHIPPED BUT SOLID.
 CZ0062'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0062
 CZ0062                          STATION RECOVERY (1996)
 CZ0062
 CZ0062'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0066 ***********************************************************************
 CZ0066  DESIGNATION -  WILMOT RM 3
 CZ0066  PID         -  CZ0066
 CZ0066  STATE/COUNTY-  AZ/PIMA
 CZ0066  USGS QUAD   -  TUCSON SE (1992)
 CZ0066
 CZ0066                         *CURRENT SURVEY CONTROL
 CZ0066  ___________________________________________________________________
 CZ0066* NAD 83(1986)-  32 06 53.     (N)    110 51 29.     (W)     SCALED    
 CZ0066* NAVD 88     -       852.202  (meters)    2795.93   (feet)  ADJUSTED  
 CZ0066  ___________________________________________________________________
 CZ0066  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ0066  DYNAMIC HT  -         850.988 (meters)    2791.95  (feet)  COMP
 CZ0066  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 CZ0066
 CZ0066  VERT ORDER  -  FIRST     CLASS II
 CZ0066
 CZ0066.The horizontal coordinates were scaled from a topographic map and have
 CZ0066.an estimated accuracy of +/- 6 seconds.
 CZ0066
 CZ0066.The orthometric height was determined by differential leveling
 CZ0066.and adjusted in June 1991.
 CZ0066
 CZ0066.The geoid height was determined by GEOID03.
 CZ0066
 CZ0066.The dynamic height is computed by dividing the NAVD 88
 CZ0066.geopotential number by the normal gravity value computed on the
 CZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0066.degrees latitude (g = 980.6199 gals.).
 CZ0066
 CZ0066.The modeled gravity was interpolated from observed gravity values.
 CZ0066
 CZ0066;                    North         East    Units  Estimated Accuracy
 CZ0066;SPC AZ C     -   124,080.      313,260.      MT  (+/- 180 meters Scaled)
 CZ0066
 CZ0066                          SUPERSEDED SURVEY CONTROL
 CZ0066
 CZ0066  NGVD 29 (??/??/92)  851.540  (m)         2793.76   (f) ADJ UNCH    1 2
 CZ0066
 CZ0066.Superseded values are not recommended for survey control.
 CZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0066.See file dsdata.txt to determine how the superseded data were derived.
 CZ0066
 CZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA133531(NAD 83)
 CZ0066_MARKER: DR = REFERENCE MARK DISK
 CZ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0066_STAMPING: WILMOT NO 3 1960
 CZ0066_MARK LOGO: CGS   
 CZ0066_PROJECTION: PROJECTING 3 CENTIMETERS
 CZ0066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0066+STABILITY: SURFACE MOTION
 CZ0066
 CZ0066  HISTORY     - Date     Condition        Report By
 CZ0066  HISTORY     - 1960     MONUMENTED       CGS
 CZ0066  HISTORY     - 1960     GOOD             NGS
 CZ0066  HISTORY     - 1979     GOOD             NGS
 CZ0066  HISTORY     - 19810615 GOOD             NGS
 CZ0066
 CZ0066                          STATION DESCRIPTION
 CZ0066
 CZ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0066'8.0 MI SE FROM TUCSON.
 CZ0066'8.0 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0066'HIGHWAY 89 AT TUCSON TO THE WILMOT INTERCHANGE, 38.75 FEET WEST OF THE
 CZ0066'STATION MARK, 26 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 CZ0066'TRAFFIC LANE, 6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CZ0066'INTERCHANGE ABUTMENT, 3 FEET NORTH OF A METAL GUARD RAIL, SET IN A
 CZ0066'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 CZ0066
 CZ0066                          STATION RECOVERY (1979)
 CZ0066
 CZ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0066'8.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0066'HIGHWAY 89 INTERCHANGE AT TUCSON, AT THE NORTHWEST CORNER OF THE
 CZ0066'WILMOT ROAD INTERCHANGE, 39 FEET WEST OF THE STATION MARK, 26 FEET
 CZ0066'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND TRAFFIC LANE, 6
 CZ0066'FEET NORTHWEST OF THE NORTH CORNER OF THE NORTHWEST ABUTMENT, 3 FEET
 CZ0066'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE GUARD RAIL AND LEVEL
 CZ0066'WITH THE FREEWAY LANE.
 CZ0066'THE MARK IS 20 FT ABOVE WILMOT ROAD.
 CZ0066
 CZ0066                          STATION RECOVERY (1981)
 CZ0066
 CZ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CZ0066'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE ROUTE TO
 CZ0066'THE STATION REMAINS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1830 ***********************************************************************
 CZ1830  DESIGNATION -  WILMOT RM 3
 CZ1830  PID         -  CZ1830
 CZ1830  STATE/COUNTY-  AZ/PIMA
 CZ1830  USGS QUAD   -  TUCSON SE (1992)
 CZ1830
 CZ1830                         *CURRENT SURVEY CONTROL
 CZ1830  ___________________________________________________________________
 CZ1830* NAD 83(1992)-  32 06 53.65955(N)    110 51 29.56668(W)     ADJUSTED  
 CZ1830* NAVD 88     -       852.19   (+/-2cm)    2795.9    (feet)  VERTCON   
 CZ1830  ___________________________________________________________________
 CZ1830  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 CZ1830  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CZ1830  HORZ ORDER  -  SECOND
 CZ1830  VERT ORDER  -  THIRD ? (See Below)
 CZ1830
 CZ1830.The horizontal coordinates were established by classical geodetic methods
 CZ1830.and adjusted by the National Geodetic Survey in August 1993.
 CZ1830
 CZ1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1830.The vertical order pertains to the NGVD 29 superseded value.
 CZ1830
 CZ1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1830
 CZ1830.The geoid height was determined by GEOID03.
 CZ1830
 CZ1830;                    North         East     Units Scale Factor Converg.
 CZ1830;SPC AZ C     -   124,097.870   313,244.182   MT  1.00002300   +0 33 45.9
 CZ1830;SPC AZ C     -   407,145.24  1,027,704.01   iFT  1.00002300   +0 33 45.9
 CZ1830;UTM  12      - 3,553,181.007   513,375.820   MT  0.99960221   +0 04 31.4
 CZ1830
 CZ1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1830!SPC AZ C     -   0.99987079  x   1.00002300  =   0.99989379
 CZ1830!UTM  12      -   0.99987079  x   0.99960221  =   0.99947305
 CZ1830
 CZ1830|---------------------------------------------------------------------|
 CZ1830| PID    Reference Object                     Distance      Geod. Az  |
 CZ1830|                                                           dddmmss.s |
 CZ1830| CZ0062 WILMOT                               11.793 METERS 06623     |
 CZ1830| CZ1835 PA 2                                APPROX.12.3 KM 2654206.2 |
 CZ1830|---------------------------------------------------------------------|
 CZ1830
 CZ1830                          SUPERSEDED SURVEY CONTROL
 CZ1830
 CZ1830  NAD 83(1986)-  32 06 53.65633(N)    110 51 29.56448(W) AD(       ) 2
 CZ1830  NAD 27      -  32 06 53.37090(N)    110 51 27.24920(W) AD(       ) 2
 CZ1830  NGVD 29 (07/19/86)  851.54   (m)         2793.8    (f) LEVELING    3  
 CZ1830
 CZ1830.Superseded values are not recommended for survey control.
 CZ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1830.See file dsdata.txt to determine how the superseded data were derived.
 CZ1830
 CZ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA1337653181(NAD 83)
 CZ1830_MARKER: DR = REFERENCE MARK DISK
 CZ1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1830+STABILITY: SURFACE MOTION
 CZ1830
 CZ1830  HISTORY     - Date     Condition        Report By
 CZ1830  HISTORY     - 1960     MONUMENTED       CGS
 CZ1830  HISTORY     - 1968     GOOD             AMS
 CZ1830  HISTORY     - 1971     GOOD             AZHD
 CZ1830  HISTORY     - 1981     GOOD             NGS
 CZ1830  HISTORY     - 1982     GOOD             AZDT
 CZ1830
 CZ1830                          STATION DESCRIPTION
 CZ1830
 CZ1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 CZ1830'THE STATION IS 8.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80
 CZ1830'FROM ITS JUNCTION WITH U.S. HIGHWAY 89 AND STATE HIGHWAY 84
 CZ1830'ALT., IN SOUTH TUCSON.  ALONG THE NORTH SIDE OF THE WEST BOUND
 CZ1830'TRAFFIC LANE OF THE HIGHWAY, AT THE NORTHWEST CORNER OF THE TOP
 CZ1830'OF THE WILMOT ROAD OVERPASS.
 CZ1830'
 CZ1830'THE MARK, STAMPED WILMOT NO 3 1935, IS A STANDARD REFERENCE
 CZ1830'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 CZ1830'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE SURFACE
 CZ1830'OF THE GROUND.  IT IS 6 FEET NORTHWEST OF THE NORTHWEST END
 CZ1830'OF THE CONCRETE BRIDGE ABUTMENT OF THE OVERPASS, 26 FEET NORTH
 CZ1830'OF THE CENTER STRIPE OF THE WEST BOUND TRAFFIC LANE OF U.S.
 CZ1830'HIGHWAY 80, 3 FEET NORTH OF THE NORTH METAL GUARD RAIL AND
 CZ1830'ON A LINE NORTH OF A POINT WHERE THE HIGHWAY ASPHALT JOINS
 CZ1830'THE WEST END OF THE CONCRETE BRIDGE FLOOR.
 CZ1830
 CZ1830                          STATION RECOVERY (1968)
 CZ1830
 CZ1830'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 CZ1830'MARK IS LOCATED APPROXIMATELY 5.6 AIRMILES (E) OF TUCSON
 CZ1830'INTERNATIONAL AIRPORT AND 8.0 AIRMILES (SE) OF THE INTERSECTION
 CZ1830'OF U.S. HWYS 80 AND 89 IN SOUTH TUCSON, ARIZONA.
 CZ1830'
 CZ1830'TO REACH MARK FROM INTERSECTION OF U.S. HWY 80 AND U.S. HWY 89
 CZ1830'IN SOUTH TUCSON, GO (SE) ON HWY 80 FOR 8.0 MILES TO THE
 CZ1830'OVERPASS ON WILMOT ROAD.  MARK IS LOCATED 8.1 M (NNE) OF THE
 CZ1830'BRIDGE CONCRETE, ROADWAY ASPHALT, AND CENTERLINE OF THE EASTBOUND
 CZ1830'LANE OF U.S. HWY 80.  IT IS 0.9 M (NNE) OF A METAL GUARD
 CZ1830'RAIL ON THE (N) SIDE OF THE ROADWAY.  1.75 M (WNW) OF THE
 CZ1830'(NW) CORNER OF THE BRIDGE ABUTMENT.
 CZ1830'
 CZ1830'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A
 CZ1830'0.31 X 0.31 M CONCRETE POST PROTRUDING 0.1 M.  STAMPED WILMOT NO
 CZ1830'3 1935.
 CZ1830'
 CZ1830'STATION WILMOT USC AND GS 1935 IS A USC AND GS BRONZE DISK
 CZ1830'SET IN A 0.31 X 0.31 M CONCRETE POST AT GROUND LEVEL.  STAMPED
 CZ1830'WILMOT 1935.  IT IS LOCATED 13.06 M (ENE) OF MARK
 CZ1830'N 66 DEG E AND A DE OF -5.50 M.
 CZ1830'
 CZ1830'CONDITION OF BOTH MARKS IS GOOD EXCEPT FOR DISK AREA OF WILMOT
 CZ1830'R.M. 3 NEAR THE DATE BEING NOT LEGIBLE.  VIEW IS EXCELLENT
 CZ1830'IN ALL DIRECTIONS EXCEPT IN MAG. AZ. AREA OF 310 DEG - 320 DEG
 CZ1830'(TEXACO SIGN).
 CZ1830
 CZ1830                          STATION RECOVERY (1971)
 CZ1830
 CZ1830'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 CZ1830'STATION RECOVERED IN GOOD CONDITION.
 CZ1830
 CZ1830                          STATION RECOVERY (1981)
 CZ1830
 CZ1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CN)
 CZ1830'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE ROUTE
 CZ1830'TO THE STATION REMAINS UNCHANGED.
 CZ1830
 CZ1830                          STATION RECOVERY (1982)
 CZ1830
 CZ1830'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CZ1830'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0689 ***********************************************************************
 DV0689  DESIGNATION -  WILSON
 DV0689  PID         -  DV0689
 DV0689  STATE/COUNTY-  AZ/MARICOPA
 DV0689  USGS QUAD   -  PHOENIX (1982)
 DV0689
 DV0689                         *CURRENT SURVEY CONTROL
 DV0689  ___________________________________________________________________
 DV0689* NAD 83(1992)-  33 25 40.28331(N)    112 01 49.97579(W)     ADJUSTED  
 DV0689* NAVD 88     -       336.298  (meters)    1103.34   (feet)  ADJUSTED  
 DV0689  ___________________________________________________________________
 DV0689  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DV0689  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0689  DYNAMIC HT  -         335.911 (meters)    1102.07  (feet)  COMP
 DV0689  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DV0689
 DV0689  HORZ ORDER  -  SECOND
 DV0689  VERT ORDER  -  FIRST     CLASS II
 DV0689
 DV0689.The horizontal coordinates were established by classical geodetic methods
 DV0689.and adjusted by the National Geodetic Survey in August 1993.
 DV0689
 DV0689.The orthometric height was determined by differential leveling
 DV0689.and adjusted in November 1993.
 DV0689
 DV0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0689
 DV0689.The geoid height was determined by GEOID03.
 DV0689
 DV0689.The dynamic height is computed by dividing the NAVD 88
 DV0689.geopotential number by the normal gravity value computed on the
 DV0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0689.degrees latitude (g = 980.6199 gals.).
 DV0689
 DV0689.The modeled gravity was interpolated from observed gravity values.
 DV0689
 DV0689;                    North         East     Units Scale Factor Converg.
 DV0689;SPC AZ C     -   269,205.417   202,770.066   MT  0.99990138   -0 03 45.9
 DV0689;SPC AZ C     -   883,219.87    665,256.12   iFT  0.99990138   -0 03 45.9
 DV0689;UTM  12      - 3,699,195.455   404,195.711   MT  0.99971316   -0 34 03.9
 DV0689
 DV0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0689!SPC AZ C     -   0.99995188  x   0.99990138  =   0.99985327
 DV0689!UTM  12      -   0.99995188  x   0.99971316  =   0.99966506
 DV0689
 DV0689:                Primary Azimuth Mark                     Grid Az
 DV0689:SPC AZ C     -  PHOENIX STATE HOSPITAL TANK              009 05 46.1
 DV0689:UTM  12      -  PHOENIX STATE HOSPITAL TANK              009 36 04.1
 DV0689
 DV0689|---------------------------------------------------------------------|
 DV0689| PID    Reference Object                     Distance      Geod. Az  |
 DV0689|                                                           dddmmss.s |
 DV0689| DV2068 PHOENIX STATE HOSPITAL TANK         APPROX. 3.0 KM 0090200.2 |
 DV0689| DV2069 PHOENIX SKY HARBOR MUN APT TWR      APPROX. 1.6 KM 0584335.5 |
 DV0689| DU2187 RNG PHOENIX TX                      APPROX. 5.1 KM 0781203.7 |
 DV0689| DV0686 WILSON RM 1                          28.250 METERS 10252     |
 DV0689| DV2085 PHOENIX TV STATION KPHO TOWER       APPROX.10.8 KM 1953308.3 |
 DV0689| DV2084 PHOENIX TV STATION KOOL TOWER       APPROX.10.8 KM 1955525.7 |
 DV0689| DV2082 PHOENIX TV STATION KTAR TOWER       APPROX.11.0 KM 1963329.0 |
 DV0689| DV2070 PHOENIX RADIO STA KIFN TOWER        APPROX. 3.9 KM 2661404.9 |
 DV0689| DV2072 PHOENIX SAFEWAY FOODS TANK          APPROX. 5.8 KM 2685836.4 |
 DV0689| DV0687 WILSON RM 3                           6.544 METERS 26951     |
 DV0689| DV2076 PHOENIX GREAT AZ SAV BLDG TWR       APPROX. 4.7 KM 3005927.4 |
 DV0689| DV2077 PHOENIX TV STA KPHO RELAY TWR       APPROX. 5.1 KM 3063948.3 |
 DV0689| DV0688 WILSON RM 2                          42.578 METERS 35745     |
 DV0689|---------------------------------------------------------------------|
 DV0689
 DV0689                          SUPERSEDED SURVEY CONTROL
 DV0689
 DV0689  NAD 83(1986)-  33 25 40.27753(N)    112 01 49.98103(W) AD(       ) 2
 DV0689  NAD 27      -  33 25 40.11710(N)    112 01 47.44870(W) AD(       ) 2
 DV0689  NGVD 29 (??/??/92)  335.639  (m)         1101.18   (f) ADJ UNCH    1 2
 DV0689
 DV0689.Superseded values are not recommended for survey control.
 DV0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0689.See file dsdata.txt to determine how the superseded data were derived.
 DV0689
 DV0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0419699195(NAD 83)
 DV0689_MARKER: DR = REFERENCE MARK DISK
 DV0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0689_SP_SET: CONCRETE POST
 DV0689_STAMPING: WILSON 1962
 DV0689_MARK LOGO: CGS   
 DV0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0689+STABILITY: SURFACE MOTION
 DV0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0689+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1992
 DV0689
 DV0689  HISTORY     - Date     Condition        Report By
 DV0689  HISTORY     - 1962     MONUMENTED       CGS
 DV0689  HISTORY     - 1967     GOOD             CGS
 DV0689  HISTORY     - 1970     GOOD             NGS
 DV0689  HISTORY     - 1970     GOOD             NGS
 DV0689  HISTORY     - 1976     GOOD             NGS
 DV0689  HISTORY     - 1981     GOOD             AZDT
 DV0689  HISTORY     - 19920311 GOOD             NGS
 DV0689  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0689
 DV0689                          STATION DESCRIPTION
 DV0689
 DV0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV0689'THE STATION IS LOCATED IN THE SOUTHEAST PART OF PHOENIX,
 DV0689'JUST SOUTHWEST OF THE SOUTHWEST CORNER OF THE SKY HARBOR
 DV0689'MUNICIPAL AIRPORT AND IS ON THE WEST SIDE OF 24TH STREET.
 DV0689'
 DV0689'TO REACH THE STATION FROM THE INTERSECTION OF EAST BUCKEYE
 DV0689'ROAD AND 24TH STREET, GO SOUTH ON 24TH STREET FOR 0.5 MILE
 DV0689'TO A SIDE STREET LEFT (HESS STREET), CONTINUE SOUTH ON 24TH
 DV0689'STREET FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 DV0689'
 DV0689'STATION MARK, A STANDARD TRAVERSE STATION DISK
 DV0689'SET IN TOP OF A ROUND CONCRETE POST WHICH
 DV0689'PROJECTS ABOUT 3 INCHES AND IS STAMPED WILSON
 DV0689'1962.  THE MARK IS 127 FEET SOUTH-SOUTHEAST
 DV0689'OF FENCE CORNER, 51 FEET WEST OF CENTER OF
 DV0689'24TH STREET, 8 FEET EAST OF FENCE AND 2.9 FEET
 DV0689'WEST-NORTHWEST OF WITNESS POST.
 DV0689'
 DV0689'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0689'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0689'STAMPED WILSON NO 1 1962.  THE MARK IS 91.0 FEET EAST OF
 DV0689'WITNESS POST, 40 FEET EAST OF THE CENTER OF 24TH STREET AND
 DV0689'1 FOOT WEST OF FENCE.
 DV0689'
 DV0689'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 DV0689'ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS
 DV0689'STAMPED WILSON NO 2 1962.  THE MARK IS 141.5 FEET NORTH-NORTHWEST
 DV0689'OF WITNESS POST, 59 FEET WEST OF CENTER OF 24TH STREET, 13
 DV0689'FEET NORTH OF FENCE CORNER AND 2.5 FEET SOUTHWEST OF A UTILITY
 DV0689'POLE.
 DV0689'
 DV0689'NO AZIMUTH MARK, OBJECTS VISIBLE FROM THE GROUND COULD BE USED
 DV0689'AS AZIMUTH.
 DV0689'
 DV0689'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 DV0689
 DV0689                          STATION RECOVERY (1967)
 DV0689
 DV0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 DV0689'THIS STATION WAS RECOVERED WITH ALL MARKS AS DESCRIBED, EXCEPT
 DV0689'THAT THERE IS NO LONGER A FENCE NEXT TO THE STATION OR R.M. 1.
 DV0689'THE CONCRETE POST THAT THE DISK IS IN IS BADLY BATTERED BUT
 DV0689'NOTES NOT APPEAR TO HAVE BEEN DISTURBED.
 DV0689'
 DV0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 DV0689'SOUTHEAST OF PHOENIX.
 DV0689
 DV0689                          STATION RECOVERY (1970)
 DV0689
 DV0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DV0689'THE STATION AND REFERENCE MARKS WERE RECOVERD AND FOUND IN
 DV0689'GOOD CONDITION.  24TH STREET WILL BE MADE IN THE NEAR FUTURE
 DV0689'AND THE CONSTRUCTION WILL DESTROY REFERENCE MARK NO. 1.  REFERENCE
 DV0689'MARK NUMBER 3 WAS ESTABLISHED AT THIS TIME.
 DV0689'
 DV0689'THE STATION IS LOCATED IN THE SOUTHEAST PART OF PHOENIX.
 DV0689'IT IS ALONG THE WEST SIDE OF 24TH STREET, 0.05 MILE NORTH OF
 DV0689'INTERSTATE HIGHWAY 10.
 DV0689'
 DV0689'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED, WILSON
 DV0689'1962.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DV0689'MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS 28 FEET
 DV0689'SOUTH-SOUTHWEST OF THE EAST LEG OF A SIGNBOARD, 26 FEET SOUTH OF
 DV0689'THE WEST LEG OF THE SIGN BOARD AND 1-1/2 FEET WEST OF THE
 DV0689'WITNESS POST.
 DV0689'
 DV0689'REFERENCE MARK 2, IS A STANDARD DISK STAMPED WILSON NO 2 1962.
 DV0689'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 DV0689'IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 13 FEET
 DV0689'NORTH OF THE SOUTH END OF THE CONCRETE WALL WHICH IS A BASE
 DV0689'FOR A CHAIN LINK FENCE LINE, 3 FEET SOUTHWEST OF A POWER POLE
 DV0689'AND 1-1/2 FEET EAST OF THE FENCE LINE.  IT IS IN THE CACTUS
 DV0689'GARDEN IN FRONT OF 2024 24TH STREET.
 DV0689'
 DV0689'REFERENCE MARK 3, IS A STANDARD DISK STAMPED, WILSON 1962 NO
 DV0689'3 1970.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DV0689'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 41.7 FEET SOUTHWEST
 DV0689'OF THE EAST LEG OF THE SIGN BOARD, 31.7 FEET SOUTHWEST OF THE
 DV0689'WEST LEG OF THE SIGN BOARD AND 23 FEET WEST OF THE WITNESS
 DV0689'POST.
 DV0689
 DV0689                          STATION RECOVERY (1970)
 DV0689
 DV0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0689'IN PHOENIX.
 DV0689'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DV0689'THE UNION STATION AT PHOENIX, THENCE 1.1 MILES SOUTH ALONG SOUTH 24TH
 DV0689'STREET TO THE MARK ON THE RIGHT.  0.05 MILE NORTH OF INTERSTATE
 DV0689'HIGHWAY 10.  26 FEET SOUTH OF THE WEST LEG OF A LARGE SIGN BOARD, 28
 DV0689'FEET SOUTH-SOUTHWEST OF THE EAST LEG OF THE SIGN BOARD AND 1 1/2 FEET
 DV0689'WEST OF THE WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH ROUND
 DV0689'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.
 DV0689
 DV0689                          STATION RECOVERY (1976)
 DV0689
 DV0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 DV0689'THIS STATION WAS RECOVERED IN GOOD CONDITION.  CONSTRUCTION HAS CAUSED
 DV0689'THE OLD DESCRIPTION TO BE INADEQUATE A NEW DESCRIPTION FOLLOWS.
 DV0689'
 DV0689'THE STATION IS LOCATED IN THE SOUTHEAST PART OF PHOENIX.  IT IS
 DV0689'ALONG THE WEST SIDE OF 24TH STREET, 0.05 MILE NORTH OF INTERSTATE
 DV0689'HIGHWAY 10.
 DV0689'
 DV0689'THE STATION IS A STANDARD DISK STAMPED WILSON 1962, SET IN THE TOP
 DV0689'OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DV0689'GROUND.  IT IS 172.2 FT. WEST-NORTHWEST OF SUPPORT POLE FOR CANOPY
 DV0689'OVER GAS PUMPS AT GAS STATION ACROSS STREET.  150.5 FT. NORTH OF
 DV0689'STEEL LIGHT POLE NO. 14252.  121.5 FT. SOUTH OF CULVERT SOUTH
 DV0689'WING WALL AT WEST END OF SMALL DITCH.  50.9 FT. WEST OF THE WEST
 DV0689'CURB OF CENTER ISLAND.  27.0 FT. SOUTHWEST OF STEEL LIGHT POLE NO.
 DV0689'14251.  AND 23.6 FT. WEST OF THE WEST CURB OF 24TH STREET.  THE
 DV0689'STATION IS ACROSS THE STREET FROM AND ABOUT HALF WAY BETWEEN THE
 DV0689'ENTRANCE TO HOLIDAY INN AND AN EXXON GAS STA.
 DV0689'
 DV0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES EAST
 DV0689'OF PHOENIX.
 DV0689
 DV0689                          STATION RECOVERY (1981)
 DV0689
 DV0689'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0689'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DV0689'FROM 24TH STREET AND INTERSTATE-17 FREEWAY GO 0.1 MILE (160.9 METERS)
 DV0689'NORTH ON 24TH STREET, 38.5 FT (11.72 METERS) WEST OF THE SOUTHBOUND
 DV0689'LANE OF 24TH STREET, 1.3 FEET (0.4 METER) WEST OF A WITNESS POST, 27.0
 DV0689'FEET (8.23 METERS) SOUTHWEST OF THE LIGHT POLE, A STANDARD CGS BRASS
 DV0689'CAP SET IN A CONCRETE POST.
 DV0689
 DV0689                          STATION RECOVERY (1992)
 DV0689
 DV0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0689'IN PHOENIX, AT THE INTERSECTION OF SOUTH 24TH AND HESS STREET, 0.1 KM
 DV0689'(0.05 MI) NORTH OF THE INTERSECTION OF INTERSTATE HIGHWAY 10, 116.0 M
 DV0689'(380.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF HESS STREET, 10.9 M
 DV0689'(35.8 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 DV0689'LANES OF 24TH STREET, 8.0 M (26.2 FT) SOUTHWEST OF UTILITY LIGHT POLE
 DV0689'NUMBER 14251, 6.5 M (21.3 FT) EAST OF REFERENCE MARK 3, 4.0 M (13.1
 DV0689'FT) WEST OF METAL POLE NUMBER 9171A SUPPORTING A HIGHWAY INFORMATION
 DV0689'SIGN, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTH OF
 DV0689'A STEEL POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 DV0689'GROUND SURFACE.
 DV0689
 DV0689                          STATION RECOVERY (2006)
 DV0689
 DV0689'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0689'THE STREET ALIGNMENTS HAVE BEEN CHANGED IN RECENT YEARS. ASSUMED
 DV0689'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0686 ***********************************************************************
 DV0686  DESIGNATION -  WILSON RM 1
 DV0686  PID         -  DV0686
 DV0686  STATE/COUNTY-  AZ/MARICOPA
 DV0686  USGS QUAD   -  PHOENIX (1982)
 DV0686
 DV0686                         *CURRENT SURVEY CONTROL
 DV0686  ___________________________________________________________________
 DV0686* NAD 83(1986)-  33 25 40.     (N)    112 01 50.     (W)     SCALED    
 DV0686* NAVD 88     -       336.62   (+/-2cm)    1104.4    (feet)  VERTCON   
 DV0686  ___________________________________________________________________
 DV0686  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0686
 DV0686.The horizontal coordinates were scaled from a topographic map and have
 DV0686.an estimated accuracy of +/- 6 seconds.
 DV0686
 DV0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0686.The vertical order pertains to the NGVD 29 superseded value.
 DV0686
 DV0686.The geoid height was determined by GEOID03.
 DV0686
 DV0686;                    North         East    Units  Estimated Accuracy
 DV0686;SPC AZ C     -   269,200.      202,770.      MT  (+/- 180 meters Scaled)
 DV0686
 DV0686                          SUPERSEDED SURVEY CONTROL
 DV0686
 DV0686  NGVD 29 (??/??/92)  335.967  (m)         1102.25   (f) ADJ UNCH    2 0
 DV0686
 DV0686.Superseded values are not recommended for survey control.
 DV0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0686.See file dsdata.txt to determine how the superseded data were derived.
 DV0686
 DV0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041991(NAD 83)
 DV0686_MARKER: DR = REFERENCE MARK DISK
 DV0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0686_STAMPING: WILSON NO 1 1962
 DV0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0686+STABILITY: SURFACE MOTION
 DV0686
 DV0686  HISTORY     - Date     Condition        Report By
 DV0686  HISTORY     - 1962     MONUMENTED       CGS
 DV0686  HISTORY     - 1970     GOOD             NGS
 DV0686  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0686  HISTORY     - 20080410 MARK NOT FOUND   GEOCAC
 DV0686
 DV0686                          STATION DESCRIPTION
 DV0686
 DV0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0686'4.0 MI SE FROM PHOENIX.
 DV0686'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DV0686'THE UNION STATION AT PHOENIX, THENCE 1.1 MILES SOUTH ALONG SOUTH 24TH
 DV0686'STREET, ABOUT 0.05 MILE SOUTH OF THE JUNCTION OF EAST HESS STREET, 40
 DV0686'FEET EAST OF THE CENTER OF 24TH STREET, 93 FEET SOUTH OF A POWER POLE
 DV0686'WITH A TRANSFORMER, 1 FOOT WEST OF A FENCE, 93.0 FEET EAST-SOUTHEAST
 DV0686'OF TRAVERSE STATION WILSON, 90.4 FEET EAST-SOUTHEAST OF A METAL
 DV0686'WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN
 DV0686'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0686
 DV0686                          STATION RECOVERY (1970)
 DV0686
 DV0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DV0686'RECOVERED IN GOOD CONDITION.
 DV0686
 DV0686                          STATION RECOVERY (1992)
 DV0686
 DV0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0686'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0686
 DV0686                          STATION RECOVERY (2008)
 DV0686
 DV0686'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0686'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0686'MARK. SOUTH 24TH STREET HAS BEEN REALIGNED. ASSUMED DESTROYED BY ROAD
 DV0686'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0688 ***********************************************************************
 DV0688  DESIGNATION -  WILSON RM 2
 DV0688  PID         -  DV0688
 DV0688  STATE/COUNTY-  AZ/MARICOPA
 DV0688  USGS QUAD   -  PHOENIX (1982)
 DV0688
 DV0688                         *CURRENT SURVEY CONTROL
 DV0688  ___________________________________________________________________
 DV0688* NAD 83(1986)-  33 25 40.     (N)    112 01 50.     (W)     SCALED    
 DV0688* NAVD 88     -       336.22   (+/-2cm)    1103.1    (feet)  VERTCON   
 DV0688  ___________________________________________________________________
 DV0688  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0688
 DV0688.The horizontal coordinates were scaled from a topographic map and have
 DV0688.an estimated accuracy of +/- 6 seconds.
 DV0688
 DV0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0688.The vertical order pertains to the NGVD 29 superseded value.
 DV0688
 DV0688.The geoid height was determined by GEOID03.
 DV0688
 DV0688;                    North         East    Units  Estimated Accuracy
 DV0688;SPC AZ C     -   269,200.      202,770.      MT  (+/- 180 meters Scaled)
 DV0688
 DV0688                          SUPERSEDED SURVEY CONTROL
 DV0688
 DV0688  NGVD 29 (??/??/92)  335.566  (m)         1100.94   (f) ADJ UNCH    2 0
 DV0688
 DV0688.Superseded values are not recommended for survey control.
 DV0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0688.See file dsdata.txt to determine how the superseded data were derived.
 DV0688
 DV0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041991(NAD 83)
 DV0688_MARKER: DB = BENCH MARK DISK
 DV0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0688_SP_SET: MONUMENT
 DV0688_STAMPING: WILSON NO 2 1962
 DV0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0688
 DV0688  HISTORY     - Date     Condition        Report By
 DV0688  HISTORY     - 1962     MONUMENTED       CGS
 DV0688  HISTORY     - 1970     GOOD             NGS
 DV0688  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0688  HISTORY     - 20080410 MARK NOT FOUND   GEOCAC
 DV0688
 DV0688                          STATION DESCRIPTION
 DV0688
 DV0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0688'IN PHOENIX.
 DV0688'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DV0688'THE UNION STATION IN PHOENIX, THENCE 1.1 MILES SOUTH ALONG SOUTH 24TH
 DV0688'STREET TO THE MARK ON THE RIGHT.  0.05 MILE NORTH OF INTERSTATE
 DV0688'HIGHWAY 10.  139.69 FEET NORTH OF STATION WILSON, 13 FEET NORTH OF THE
 DV0688'SOUTH END OF A CONCRETE WALL SUPPORTING A CHAIN LINK FENCE, 3 FEET
 DV0688'SOUTHWEST OF A POWER POLE AND 1 1/2 FEET EAST OF THE FENCE LINE. THE
 DV0688'MARK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS
 DV0688'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS IN A CACTUS GARDEN IN
 DV0688'FRONT OF BUILDING NO. 2024 SOUTH 24TH STREET.
 DV0688
 DV0688                          STATION RECOVERY (1992)
 DV0688
 DV0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0688'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV0688
 DV0688                          STATION RECOVERY (2008)
 DV0688
 DV0688'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0688'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0688'MARK. SOUTH 24TH STREET HAS BEEN REALIGNED. ASSUMED DESTROYED BY ROAD
 DV0688'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0687 ***********************************************************************
 DV0687  DESIGNATION -  WILSON RM 3
 DV0687  PID         -  DV0687
 DV0687  STATE/COUNTY-  AZ/MARICOPA
 DV0687  USGS QUAD   -  PHOENIX (1982)
 DV0687
 DV0687                         *CURRENT SURVEY CONTROL
 DV0687  ___________________________________________________________________
 DV0687* NAD 83(1986)-  33 25 40.     (N)    112 01 50.     (W)     SCALED    
 DV0687* NAVD 88     -       336.202  (meters)    1103.02   (feet)  ADJUSTED  
 DV0687  ___________________________________________________________________
 DV0687  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DV0687  DYNAMIC HT  -         335.815 (meters)    1101.75  (feet)  COMP
 DV0687  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DV0687
 DV0687  VERT ORDER  -  FIRST     CLASS II
 DV0687
 DV0687.The horizontal coordinates were scaled from a topographic map and have
 DV0687.an estimated accuracy of +/- 6 seconds.
 DV0687
 DV0687.The orthometric height was determined by differential leveling
 DV0687.and adjusted in November 1993.
 DV0687.WARNING-Repeat measurements at this control monument indicate possible
 DV0687.vertical movement.
 DV0687
 DV0687.The geoid height was determined by GEOID03.
 DV0687
 DV0687.The dynamic height is computed by dividing the NAVD 88
 DV0687.geopotential number by the normal gravity value computed on the
 DV0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0687.degrees latitude (g = 980.6199 gals.).
 DV0687
 DV0687.The modeled gravity was interpolated from observed gravity values.
 DV0687
 DV0687;                    North         East    Units  Estimated Accuracy
 DV0687;SPC AZ C     -   269,200.      202,770.      MT  (+/- 180 meters Scaled)
 DV0687
 DV0687                          SUPERSEDED SURVEY CONTROL
 DV0687
 DV0687  NGVD 29 (??/??/??)  335.55   (m)         1100.9    (f) RESET       3  
 DV0687
 DV0687.Superseded values are not recommended for survey control.
 DV0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0687.See file dsdata.txt to determine how the superseded data were derived.
 DV0687
 DV0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041991(NAD 83)
 DV0687_MARKER: DR = REFERENCE MARK DISK
 DV0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0687_SP_SET: CONCRETE POST
 DV0687_STAMPING: WILSON NO 3 1962 1970
 DV0687_MARK LOGO: CGS   
 DV0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0687+STABILITY: SURFACE MOTION
 DV0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0687+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1992
 DV0687
 DV0687  HISTORY     - Date     Condition        Report By
 DV0687  HISTORY     - 1970     MONUMENTED       NGS
 DV0687  HISTORY     - 1979     GOOD             AZDT
 DV0687  HISTORY     - 19920311 GOOD             NGS
 DV0687  HISTORY     - 20061203 MARK NOT FOUND   GEOCAC
 DV0687
 DV0687                          STATION DESCRIPTION
 DV0687
 DV0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0687'IN PHOENIX.
 DV0687'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DV0687'THE UNION STATION AT PHOENIX, THENCE 1.1 MILES SOUTH ALONG SOUTH 24TH
 DV0687'STREET TO THE MARK ON THE RIGHT.  0.05 MILE NORTH OF INTERSTATE
 DV0687'HIGHWAY 10.  41.7 FEET SOUTHWEST OF THE EAST LEG OF A SIGN BOARD, 31.7
 DV0687'FEET SOUTHWEST OF THE WEST LEG OF THE SIGN BOARD, 23 FEET WEST OF THE
 DV0687'WITNESS POST AND 21 1/2 FEET WEST OF STATION WILSON.  IT IS SET IN THE
 DV0687'TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 DV0687'GROUND SURFACE.
 DV0687
 DV0687                          STATION RECOVERY (1979)
 DV0687
 DV0687'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979
 DV0687'RECOVERED IN GOOD CONDITION.
 DV0687
 DV0687                          STATION RECOVERY (1992)
 DV0687
 DV0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0687'IN PHOENIX, AT THE INTERSECTION OF SOUTH 24TH AND HESS STREET, 0.1 KM
 DV0687'(0.05 MI) NORTH OF THE INTERSECTION OF INTERSTATE HIGHWAY 10, 116.0 M
 DV0687'(380.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF HESS STREET, 17.4 M
 DV0687'(57.1 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 DV0687'LANES OF 24TH STREET, 13.3 M (43.6 FT) SOUTHWEST OF UTILITY LIGHT
 DV0687'POLE NUMBER 14251, 10.5 M (34.4 FT) WEST OF METAL POLE NUMBER 9171A
 DV0687'SUPPORTING A HIGHWAY INFORMATION SIGN, 6.5 M (21.3 FT) WEST OF
 DV0687'TRAVERSE STATION WILSON, AND THE MONUMENT IS RECESSED 0.05 M (0.16
 DV0687'FT) BELOW THE GROUND SURFACE.
 DV0687
 DV0687                          STATION RECOVERY (2006)
 DV0687
 DV0687'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0687'THE STREET ALIGNMENTS HAVE BEEN CHANGED IN RECENT YEARS. ASSUMED
 DV0687'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1956 ***********************************************************************
 DU1956  DESIGNATION -  WIN
 DU1956  PID         -  DU1956
 DU1956  STATE/COUNTY-  AZ/GRAHAM
 DU1956  USGS QUAD   -  BEARGRASS BASIN (1989)
 DU1956
 DU1956                         *CURRENT SURVEY CONTROL
 DU1956  ___________________________________________________________________
 DU1956* NAD 83(1992)-  33 01 05.78500(N)    110 08 48.56953(W)     ADJUSTED  
 DU1956* NAVD 88     -      1177.9    (meters)    3864.     (feet)  VERTCON   
 DU1956  ___________________________________________________________________
 DU1956  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DU1956  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DU1956  HORZ ORDER  -  FIRST
 DU1956
 DU1956.The horizontal coordinates were established by classical geodetic methods
 DU1956.and adjusted by the National Geodetic Survey in August 1993.
 DU1956
 DU1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1956
 DU1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU1956
 DU1956.The geoid height was determined by GEOID03.
 DU1956
 DU1956;                    North         East     Units Scale Factor Converg.
 DU1956;SPC AZ E     -   223,778.142   215,213.712   MT  0.99990004   +0 00 38.9
 DU1956;SPC AZ E     -   734,180.26    706,081.73   iFT  0.99990004   +0 00 38.9
 DU1956;UTM  12      - 3,653,636.059   579,684.838   MT  0.99967829   +0 27 53.7
 DU1956
 DU1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU1956!SPC AZ E     -   0.99981933  x   0.99990004  =   0.99971939
 DU1956!UTM  12      -   0.99981933  x   0.99967829  =   0.99949768
 DU1956
 DU1956|---------------------------------------------------------------------|
 DU1956| PID    Reference Object                     Distance      Geod. Az  |
 DU1956|                                                           dddmmss.s |
 DU1956| CD3857 WIN RM 2                              9.848 METERS 01321     |
 DU1956| CD3855 WIN AZ MK                                          0914027.2 |
 DU1956| CZ1756 TARGET ABOUT 4 MI SW OF STEER       APPROX.11.5 KM 1744602.3 |
 DU1956| CD3856 WIN RM 1                             10.271 METERS 19717     |
 DU1956|---------------------------------------------------------------------|
 DU1956
 DU1956                          SUPERSEDED SURVEY CONTROL
 DU1956
 DU1956  NAD 83(1986)-  33 01 05.78040(N)    110 08 48.56910(W) AD(       ) 1
 DU1956  NAD 27      -  33 01 05.56700(N)    110 08 46.25600(W) AD(       ) 1
 DU1956  NGVD 29 (07/19/86) 1177.2    (m)         3862.     (f) VERT ANG    3  
 DU1956
 DU1956.Superseded values are not recommended for survey control.
 DU1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1956.See file dsdata.txt to determine how the superseded data were derived.
 DU1956
 DU1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB7968553636(NAD 83)
 DU1956_MARKER: DS = TRIANGULATION STATION DISK
 DU1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1956
 DU1956  HISTORY     - Date     Condition        Report By
 DU1956  HISTORY     - 1945     MONUMENTED       CGS
 DU1956
 DU1956                          STATION DESCRIPTION
 DU1956
 DU1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DU1956'THE STATION IS LOCATED BY APPROXIMATE AIR LINE DISTANCES--10 MILES
 DU1956'WSW OF FT. THOMAS.  9 MILES SSW OF BYLAS.  7-1/2 MILES SE OF
 DU1956'MT TURNBULL.  AND 2 MILES NW OF GOODWIN WASH.  ON THE HIGH ROLLING
 DU1956'RIDGES, OR HILLS, THAT BOUND GOODWIN WASH TO THE NW.
 DU1956'
 DU1956'TO REACH THE STATION FROM THE POST OFFICE AND TEXACO STATION IN
 DU1956'GERONIMO, GO E ON U.S. HIGHWAY 70 FOR 1.0 MILE TO GRAVEL ROAD
 DU1956'LEADING RIGHT, ABOUT 0.05 MILE BEYOND A CONCRETE HIGHWAY BRIDGE.
 DU1956'TURN RIGHT CROSSING RAILROAD AND CATTLE GUARD AND GO 0.7 MILE TO A
 DU1956'FORK.  TAKE THE RIGHT FORK STRAIGHT AHEAD FOR 2.15 MILES.  THENCE
 DU1956'LEFT FORK ON THE MAIN TRAVELED ROAD FOR 5.2 MILES TO A POINT 1.1
 DU1956'MILES BEYOND A ROAD LEADING LEFT TO A RANCH HOUSE.  HERE TURN
 DU1956'RIGHT OFF THE ROAD AND FOLLOW TRACKS LEFT UP THE STEEP END OF
 DU1956'THE RIDGE 0.2 MILE TO THE TOP.  FROM HERE THE STATION HAS A
 DU1956'BEARING OF 282 DEG MAGNETIC AND IS ON A HILL ABOUT 2 MILES
 DU1956'AWAY.  FOLLOW DIM TRACKS ALONG CREST OF RIDGE FOR 1.2 MILES,
 DU1956'KEEPING TO RIGHT OF THE FIRST HILL.  HERE TURN LEFT UP THE
 DU1956'HILL AND ALONG THE CREST OF THE RIDGE FOR 0.4 MILE TO THE AZIMUTH
 DU1956'MARK ON TOP OF A SMALL RISE.  CONTINUE FOR 0.5 MILE TO A FENCE
 DU1956'LINE, THENCE ALONG THE RIGHT SIDE OF THE FENCE LINE, AND THEN
 DU1956'RIGHT UP THE HILL TO THE TOP AND THE STATION, A DISTANCE
 DU1956'OF 0.15 MILE FROM FIRST REACHING THE FENCE LINE.
 DU1956'
 DU1956'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 DU1956'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED WIN
 DU1956'1945.  IT IS LOCATED ON THE HIGHEST PART OF THE HILL AND 11.3 FEET
 DU1956'NE OF A 4- BY 4-INCH WHITE WITNESS POST.  UNDERGROUND MARK IS A
 DU1956'BRONZE STATION DISK SET IN CONCRETE.
 DU1956'
 DU1956'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1956'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND
 DU1956'IS STAMPED WIN NO 1 1945.  IT IS LOCATED SSW OF THE STATION AND
 DU1956'ABOUT 1 FOOT HIGHER.
 DU1956'
 DU1956'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 DU1956'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 DU1956'AND IS STAMPED WIN NO 2 1945.  IT IS LOCATED NNE OF THE STATION
 DU1956'AND ABOUT 2 FEET LOWER.
 DU1956'
 DU1956'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 DU1956'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 DU1956'WIN 1945.  IT IS LOCATED ABOUT 1/2 MILE E OF THE STATION AND 3.9
 DU1956'FEET NE OF A 4- BY 4-INCH WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5784 ***********************************************************************
 DH5784  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5784  DESIGNATION -  WINCHESTER
 DH5784  PID         -  DH5784
 DH5784  STATE/COUNTY-  AZ/COCHISE
 DH5784  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 DH5784
 DH5784                         *CURRENT SURVEY CONTROL
 DH5784  ___________________________________________________________________
 DH5784* NAD 83(2007)-  32 15 08.75958(N)    109 56 40.01480(W)     ADJUSTED  
 DH5784* NAVD 88     -      1317.45   (meters)    4322.3    (feet)  GPS OBS   
 DH5784  ___________________________________________________________________
 DH5784  EPOCH DATE  -        2007.00
 DH5784  X           -  -1,842,077.964 (meters)                     COMP
 DH5784  Y           -  -5,076,376.226 (meters)                     COMP
 DH5784  Z           -   3,384,825.835 (meters)                     COMP
 DH5784  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DH5784  ELLIP HEIGHT-        1290.228 (meters)          (02/10/07) ADJUSTED
 DH5784  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DH5784
 DH5784  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5784  Type    PID    Designation                      North   East  Ellip
 DH5784  -------------------------------------------------------------------
 DH5784  NETWORK DH5784 WINCHESTER                        0.74   0.63   2.23
 DH5784  -------------------------------------------------------------------
 DH5784
 DH5784.The horizontal coordinates were established by GPS observations
 DH5784.and adjusted by the National Geodetic Survey in February 2007.
 DH5784
 DH5784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5784.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5784.The horizontal coordinates are valid at the epoch date displayed above.
 DH5784.The epoch date for horizontal control is a decimal equivalence
 DH5784.of Year/Month/Day.
 DH5784
 DH5784.The orthometric height was determined by GPS observations and a
 DH5784.high-resolution geoid model.
 DH5784.The orthometric height was determined by GPS observations and a
 DH5784.high-resolution geoid model using precise GPS observation and
 DH5784.processing techniques.
 DH5784
 DH5784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5784
 DH5784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5784
 DH5784.The ellipsoidal height was determined by GPS observations
 DH5784.and is referenced to NAD 83.
 DH5784
 DH5784.The geoid height was determined by GEOID03.
 DH5784
 DH5784;                    North         East     Units Scale Factor Converg.
 DH5784;SPC AZ E     -   138,877.964   234,298.283   MT  0.99990540   +0 07 06.9
 DH5784;SPC AZ E     -   455,636.36    768,695.15   iFT  0.99990540   +0 07 06.9
 DH5784;UTM  12      - 3,568,905.373   599,430.787   MT  0.99972192   +0 33 48.0
 DH5784
 DH5784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5784!SPC AZ E     -   0.99979746  x   0.99990540  =   0.99970288
 DH5784!UTM  12      -   0.99979746  x   0.99972192  =   0.99951943
 DH5784
 DH5784                          SUPERSEDED SURVEY CONTROL
 DH5784
 DH5784  NAD 83(1992)-  32 15 08.75915(N)    109 56 40.01386(W) AD(       ) B
 DH5784  ELLIP H (08/22/05) 1290.247  (m)                       GP(       ) 4 2
 DH5784
 DH5784.Superseded values are not recommended for survey control.
 DH5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5784.See file dsdata.txt to determine how the superseded data were derived.
 DH5784
 DH5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9943168905(NAD 83)
 DH5784_MARKER: Z = SEE DESCRIPTION
 DH5784_SETTING: 0 = UNSPECIFIED SETTING
 DH5784_MARK LOGO: NONE  
 DH5784_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5784+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH5784
 DH5784  HISTORY     - Date     Condition        Report By
 DH5784  HISTORY     - 2005     MONUMENTED       NGS
 DH5784
 DH5784                          STATION DESCRIPTION
 DH5784
 DH5784'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5784'FROM INTERSTATE 10 TAKE EXIT 340, TURN RIGHT AND GO EASTERLY
 DH5784'FOR APPROX. 0.2 MILE TO BISBEE AVE. TURN RIGHT ON BISBEE AVE
 DH5784'AND GO SOUTH FOR 0.8 MILE TO AIRPORT RD. TRAVEL WEST ON AIRPORT
 DH5784'RD FOR APPROX 6.0 MILES UNTIL THE ROAD STARTS TO BEND TO THE
 DH5784'SOUTH. THE STATION IS APPROX. 5.0 FEET WEST OF THE WEST FENCE
 DH5784'LINE ON AIRPORT RD.
 DH5784'
 DH5784'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5784'MONUMENT 15 INCHES BY 40 INCHES. A COCHISE COUNTY WITNESS SIGN
 DH5784'IS WITHIN APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0443 ***********************************************************************
 FR0443  DESIGNATION -  WIND
 FR0443  PID         -  FR0443
 FR0443  STATE/COUNTY-  AZ/YAVAPAI
 FR0443  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0443
 FR0443                         *CURRENT SURVEY CONTROL
 FR0443  ___________________________________________________________________
 FR0443* NAD 83(1992)-  35 12 51.01125(N)    113 16 16.51920(W)     ADJUSTED  
 FR0443* NAVD 88     -      1661.432  (meters)    5450.88   (feet)  POSTED    
 FR0443  ___________________________________________________________________
 FR0443  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 FR0443  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FR0443  DYNAMIC HT  -        1659.240 (meters)    5443.69  (feet)  COMP
 FR0443  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 FR0443
 FR0443  HORZ ORDER  -  SECOND
 FR0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0443
 FR0443.The horizontal coordinates were established by classical geodetic methods
 FR0443.and adjusted by the National Geodetic Survey in August 1993.
 FR0443
 FR0443.The orthometric height was determined by differential leveling
 FR0443.and adjusted by the  in 1992.
 FR0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0443.rate of 0.0 thru 1.0 mm/km.
 FR0443
 FR0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0443
 FR0443.The geoid height was determined by GEOID03.
 FR0443
 FR0443.The dynamic height is computed by dividing the NAVD 88
 FR0443.geopotential number by the normal gravity value computed on the
 FR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0443.degrees latitude (g = 980.6199 gals.).
 FR0443
 FR0443.The modeled gravity was interpolated from observed gravity values.
 FR0443
 FR0443;                    North         East     Units Scale Factor Converg.
 FR0443;SPC AZ C     -   468,173.115    90,033.595   MT  1.00008738   -0 46 52.3
 FR0443;SPC AZ C     - 1,536,001.03    295,385.81   iFT  1.00008738   -0 46 52.3
 FR0443;SPC AZ W     -   467,452.965   256,946.811   MT  0.99995674   +0 16 33.8
 FR0443;SPC AZ W     - 1,533,638.34    843,001.35   iFT  0.99995674   +0 16 33.8
 FR0443;UTM  12      - 3,899,157.607   293,267.372   MT  1.00012674   -1 18 36.5
 FR0443
 FR0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0443!SPC AZ C     -   0.99974342  x   1.00008738  =   0.99983078
 FR0443!SPC AZ W     -   0.99974342  x   0.99995674  =   0.99970017
 FR0443!UTM  12      -   0.99974342  x   1.00012674  =   0.99987013
 FR0443
 FR0443|---------------------------------------------------------------------|
 FR0443| PID    Reference Object                     Distance      Geod. Az  |
 FR0443|                                                           dddmmss.s |
 FR0443| FR0445 WIND RM 1                             8.593 METERS 00614     |
 FR0443| FR0446 WIND AZ MK                                         0704645.2 |
 FR0443| FR0444 KA 5                                  8.157 METERS 16008     |
 FR0443|---------------------------------------------------------------------|
 FR0443
 FR0443                          SUPERSEDED SURVEY CONTROL
 FR0443
 FR0443  NAD 83(1986)-  35 12 51.01097(N)    113 16 16.52166(W) AD(       ) 2
 FR0443  NAD 27      -  35 12 50.98850(N)    113 16 13.79400(W) AD(       ) 2
 FR0443  NGVD 29 (??/??/92) 1660.528  (m)         5447.92   (f) ADJ UNCH    2 0
 FR0443
 FR0443.Superseded values are not recommended for survey control.
 FR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0443.See file dsdata.txt to determine how the superseded data were derived.
 FR0443
 FR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD9326799158(NAD 83)
 FR0443_MARKER: DE = TRAVERSE STATION DISK
 FR0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0443_STAMPING: WIND 1961
 FR0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0443+STABILITY: SURFACE MOTION
 FR0443
 FR0443  HISTORY     - Date     Condition        Report By
 FR0443  HISTORY     - 1962     MONUMENTED       CGS
 FR0443  HISTORY     - 1962     GOOD             NGS
 FR0443
 FR0443                          STATION DESCRIPTION
 FR0443
 FR0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 FR0443'STATION IS LOCATED ABOUT 48 MILES EAST OF KINGMAN, 21 MILES
 FR0443'WEST OF SELIGMAN AND ABOUT 0.25 MILES SOUTH OF SELIGMAN-KINGMAN
 FR0443'DIRT ROAD.
 FR0443'
 FR0443'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 FR0443'93 IN THE NORTHEAST EDGE OF KINGMAN, GO SOUTHEAST ON STATE
 FR0443'ROUTE 93 FOR 21.8 MILES TO MILE POST 95, CONTINUE SOUTHEAST
 FR0443'ON STATE ROUTE 93 FOR 1.4 MILES TO FORK, KEEP LEFT STRAIGHT
 FR0443'AHEAD FOR 0.1 MILE TO CROSSROAD AND SIGN HACKBERRY, TURN LEFT
 FR0443'AND GO NORTH ON HACKBERRY ROAD FOR 4.85 MILES TO A SIDE ROAD
 FR0443'RIGHT AND SIGN SILVER SPRINGS SUBDIVISION, TURN RIGHT AND GO
 FR0443'EASTERLY FOR 5.3 MILES TO A CATTLE GUARD, CONTINUE EASTERLY
 FR0443'ON BLADED ROAD FOR 7.1 MILES TO A GATE, CONTINUE EAST FOR 0.2
 FR0443'MILE TO ANOTHER GATE, CONTINUE EASTERLY FOR 2.3 MILES TO A
 FR0443'FORK, KEEP RIGHT FOLLOWING MAIN BLADED ROAD EASTERLY FOR
 FR0443'1.0 MILE TO GATE, CONTINUE EASTERLY 0.8 MILE TO CATTLE
 FR0443'GUARD AND MILLERS RANCH HOUSE, FROM RANCH HOUSE GO SOUTH
 FR0443'THEN EASTERLY ON MAIN ROAD PASSING THROUGH TWO GATES FOR 3.8
 FR0443'MILES TO RANCH HOUSE AND CORRALS ON RIGHT, CONTINUE EASTERLY
 FR0443'FOR 0.5 MILE TO GATE, CONTINUE SOUTHEASTERLY ON MAIN ROAD
 FR0443'FOR 1.2 MILES TO ANOTHER GATE, CONTINUE ON MAIN ROAD
 FR0443'SOUTHERLY AND EASTERLY FOR 1.1 MILE TO REVERSE FORK AND
 FR0443'SIGN DOBSON LIVESTOCK CO.  FORK ROCK RANCH, CONTINUE
 FR0443'STRAIGHT AHEAD EASTERLY ON MAIN ROAD FOR 1.0 MILE TO
 FR0443'RANCH BUILDINGS ON LEFT, CONTINUE EASTERLY ON MAIN ROAD FOR
 FR0443'2.3 MILES TO A CATTLE GUARD, CONTINUE EASTERLY ON
 FR0443'MAIN ROAD FOR 0.4 MILES TO A WATER POND ON RIGHT, CONTINUE
 FR0443'EAST ON MAIN ROAD FOR 0.35 MILE TO TRIANGLE BLAZED TREE ON
 FR0443'RIGHT, TURN RIGHT OFF ROAD AND GO SOUTH ACROSS PASTURE FOR
 FR0443'0.15 MILE TO PIPELINE, TURN RIGHT AND GO WEST ON
 FR0443'PIPELINE ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON LEFT,
 FR0443'CONTINUE WEST UP PIPELINE ROAD FOR 0.2 MILE TO TOP OF HILL AND
 FR0443'STATION ON RIGHT AS DESCRIBED.
 FR0443'
 FR0443'STATION MARK, A STANDARD TRAVERSE DISK STAMPED WIND 1961, IS
 FR0443'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 FR0443'WITH THE SURFACE OF THE GROUND.  THE MARK IS 56 FEET NORTH OF
 FR0443'THE CENTER OF PIPELINE ROAD AND 4.5 FEET SOUTHWEST OF THE
 FR0443'WITNESS POST.
 FR0443'
 FR0443'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED WIND NO
 FR0443'1 1961, IS SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 FR0443'WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS 80 FEET NORTH OF THE
 FR0443'CENTER OF PIPELINE ROAD AND 24 FEET NORTHEAST OF THE WITNESS
 FR0443'POST.
 FR0443'
 FR0443'KA NO 5 1960, IS A ARIZONA HIGHWAY DEPARTMENT TRAVERSE STATION
 FR0443'BRONZE DISK STAMPED KA NO 5 1960, IS SET IN THE TOP OF A 8
 FR0443'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 FR0443'OF THE GROUND.  THE MARK IS 30 FEET SOUTH-SOUTHWEST OF THE
 FR0443'WITNESS POST AND 29 FEET NORTH OF CENTER OF PIPELINE ROAD.
 FR0443'
 FR0443'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED WIND 1961,
 FR0443'IS SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK FORMATION
 FR0443'WHICH MEASURES 2 BY 3 FEET AND PROJECTS ABOUT 5 INCHES.
 FR0443'THE MARK IS 25 FEET SOUTH OF CENTER OF PIPELINE ROAD AND 5
 FR0443'FEET NORTHWEST OF WITNESS POST.
 FR0443'
 FR0443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FR0443
 FR0443                          STATION RECOVERY (1962)
 FR0443
 FR0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FR0443'25.9 MI W FROM SELIGMAN.
 FR0443'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0443'ITS STATION AT SELIGMAN, THENCE ABOUT 22.1 MILES WEST ALONG A GRAVEL
 FR0443'ROAD TO THE JUNCTION OF A DIM ROAD LEADING SOUTHWEST, THENCE 0.2 MILE
 FR0443'SOUTHWEST ALONG THE DIM ROAD TO A PIPE LINE, THENCE 0.6 MILE WEST
 FR0443'ALONG THE PIPE LINE TO THE TOP OF A HILL, 34.5 FEET NORTHWEST OF THE
 FR0443'CENTER OF THE PIPE LINE, 4.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 FR0443'1 FOOT ABOVE THE LEVEL OF THE PIPE LINE, AND SET IN TOP OF A CONCRETE
 FR0443'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0502 ***********************************************************************
 ER0502  DESIGNATION -  WIND
 ER0502  PID         -  ER0502
 ER0502  STATE/COUNTY-  AZ/APACHE
 ER0502  USGS QUAD   -  CONCHO (1984)
 ER0502
 ER0502                         *CURRENT SURVEY CONTROL
 ER0502  ___________________________________________________________________
 ER0502* NAD 83(1992)-  34 29 04.64302(N)    109 35 09.55964(W)     ADJUSTED  
 ER0502* NAVD 88     -      1848.4    (meters)    6064.     (feet)  VERTCON   
 ER0502  ___________________________________________________________________
 ER0502  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 ER0502  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ER0502  HORZ ORDER  -  SECOND
 ER0502
 ER0502.The horizontal coordinates were established by classical geodetic methods
 ER0502.and adjusted by the National Geodetic Survey in August 1993.
 ER0502
 ER0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0502
 ER0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0502
 ER0502.The geoid height was determined by GEOID03.
 ER0502
 ER0502;                    North         East     Units Scale Factor Converg.
 ER0502;SPC AZ E     -   386,559.169   266,694.232   MT  0.99993505   +0 19 43.6
 ER0502;SPC AZ E     - 1,268,238.74    874,981.08   iFT  0.99993505   +0 19 43.6
 ER0502;UTM  12      - 3,816,799.377   629,839.418   MT  0.99980779   +0 48 02.5
 ER0502
 ER0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0502!SPC AZ E     -   0.99971361  x   0.99993505  =   0.99964868
 ER0502!UTM  12      -   0.99971361  x   0.99980779  =   0.99952146
 ER0502
 ER0502|---------------------------------------------------------------------|
 ER0502| PID    Reference Object                     Distance      Geod. Az  |
 ER0502|                                                           dddmmss.s |
 ER0502| CD3858 WIND RM 1                            10.538 METERS 05704     |
 ER0502| ER0513 LAKE                                APPROX. 6.0 KM 2251431.5 |
 ER0502| CD3859 WIND RM 2                             6.523 METERS 23514     |
 ER0502|---------------------------------------------------------------------|
 ER0502
 ER0502                          SUPERSEDED SURVEY CONTROL
 ER0502
 ER0502  NAD 83(1986)-  34 29 04.64140(N)    109 35 09.56772(W) AD(       ) 2
 ER0502  NAD 27      -  34 29 04.52428(N)    109 35 07.17647(W) AD(       ) 2
 ER0502  NGVD 29 (07/19/86) 1847.5    (m)         6061.     (f) VERT ANG    3  
 ER0502
 ER0502.Superseded values are not recommended for survey control.
 ER0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0502.See file dsdata.txt to determine how the superseded data were derived.
 ER0502
 ER0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2983916799(NAD 83)
 ER0502_MARKER: DD = SURVEY DISK
 ER0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0502+STABILITY: SURFACE MOTION
 ER0502
 ER0502  HISTORY     - Date     Condition        Report By
 ER0502  HISTORY     - 1979     MONUMENTED       AZDT
 ER0502
 ER0502                          STATION DESCRIPTION
 ER0502
 ER0502'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0502'THE STATION IS LOCATED ABOUT 1 1/4 MILES EAST-NORTHEAST OF CONCHO
 ER0502'ALONG THE NORTH SIDE OF SR 61.
 ER0502'
 ER0502'THE STATION IS AN ADOT DISK STAMPED---WIND 1979---IT IS SET IN TOP OF
 ER0502'A 10 INCH CONCRETE MONUMENT, 49 FEET NORTH OF THE CENTERLINE OF THE
 ER0502'HIGHWAY AND 2 FEET SOUTH OF A WITNESS POST.
 ER0502'
 ER0502'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---WIND RM 1 1979---IT IS SET
 ER0502'IN TOP OF A 10 INCH CONCRETE MONUMENT 49 FEET NORTH OF THE CENTERLINE
 ER0502'OF THE HIGHWAY.
 ER0502'
 ER0502'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---WIND RM 2 1979---IT IS SET
 ER0502'IN TOP OF A 10 INCH CONCRETE MONUMENT, 49 FEET NORTH OF THE CENTERLINE
 ER0502'OF THE HIGHWAY.
 ER0502'
 ER0502'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 180 AND
 ER0502'SR 61 IN CONCHO, TRAVEL EAST ALONG SR 61 FOR 1.2 MILES TO MILE POST
 ER0502'373.47 AND THE STATION ON THE LEFT ABOVE A HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1470 ***********************************************************************
 DA1470  DESIGNATION -  WIND
 DA1470  PID         -  DA1470
 DA1470  STATE/COUNTY-  AZ/PIMA
 DA1470  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA1470
 DA1470                         *CURRENT SURVEY CONTROL
 DA1470  ___________________________________________________________________
 DA1470* NAD 83(1992)-  32 21 27.28402(N)    112 14 36.09768(W)     ADJUSTED  
 DA1470* NAVD 88     -       903.     (meters)    2963.     (feet)  SCALED    
 DA1470  ___________________________________________________________________
 DA1470  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DA1470  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA1470  HORZ ORDER  -  SECOND
 DA1470
 DA1470.The horizontal coordinates were established by classical geodetic methods
 DA1470.and adjusted by the National Geodetic Survey in August 1993.
 DA1470
 DA1470.The orthometric height was scaled from a topographic map.
 DA1470
 DA1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1470
 DA1470.The geoid height was determined by GEOID03.
 DA1470
 DA1470;                    North         East     Units Scale Factor Converg.
 DA1470;SPC AZ C     -   150,561.876   182,613.087   MT  0.99991165   -0 10 29.5
 DA1470;SPC AZ C     -   493,969.41    599,124.30   iFT  0.99991165   -0 10 29.5
 DA1470;UTM  12      - 3,580,751.166   383,012.079   MT  0.99976877   -0 39 55.9
 DA1470
 DA1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1470!SPC AZ C     -   0.99986311  x   0.99991165  =   0.99977477
 DA1470!UTM  12      -   0.99986311  x   0.99976877  =   0.99963191
 DA1470
 DA1470:                Primary Azimuth Mark                     Grid Az
 DA1470:SPC AZ C     -  WIND AZ MK                               043 54 57.6
 DA1470:UTM  12      -  WIND AZ MK                               044 24 24.0
 DA1470
 DA1470|---------------------------------------------------------------------|
 DA1470| PID    Reference Object                     Distance      Geod. Az  |
 DA1470|                                                           dddmmss.s |
 DA1470| CH5743 WIND AZ MK                                         0434428.1 |
 DA1470| CH5744 WIND RM 1                             5.779 METERS 14812     |
 DA1470| CH5745 WIND RM 2                             4.088 METERS 33655     |
 DA1470|---------------------------------------------------------------------|
 DA1470
 DA1470                          SUPERSEDED SURVEY CONTROL
 DA1470
 DA1470  NAD 83(1986)-  32 21 27.27615(N)    112 14 36.09926(W) AD(       ) 2
 DA1470  NAD 27      -  32 21 27.04100(N)    112 14 33.59400(W) AD(       ) 2
 DA1470
 DA1470.Superseded values are not recommended for survey control.
 DA1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1470.See file dsdata.txt to determine how the superseded data were derived.
 DA1470
 DA1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA8301280751(NAD 83)
 DA1470_MARKER: DS = TRIANGULATION STATION DISK
 DA1470_SETTING: 80 = SET IN A BOULDER
 DA1470_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DA1470
 DA1470  HISTORY     - Date     Condition        Report By
 DA1470  HISTORY     - 1936     MONUMENTED       CGS
 DA1470
 DA1470                          STATION DESCRIPTION
 DA1470
 DA1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DA1470'ABOUT 13 MILES NORTHWEST OF SANTA ROSA, AND ABOUT 14 MILES
 DA1470'NORTHWEST OF COVERED WELLS, ON THE NORTH PEAK OF WINDOW MOUNTAIN,
 DA1470'ON THE HIGHEST PEAK ABOUT 1 MILE NORTH OF THE PEAK WITH THE
 DA1470'SMALL WINDOW IN IT AND ABOUT 1-1/2 MILES NORTH OF THE LARGE
 DA1470'WINDOW.  MARKED BY A STANDARD BRONZE DISK.
 DA1470'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 DA1470'IS 5.779 METERS (18.96 FEET) FROM STATION S 31
 DA1470'DEG 48 MIN E.  REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 DA1470'DISK, IS 4.088 METERS (13.41 FEET) FROM STATION
 DA1470'N 23 DEG 05 MIN W.  THE AZIMUTH MARK, A STANDARD
 DA1470'BRONZE DISK, IS ON THE ROAD TO THE STATION, IN
 DA1470'A LARGE OUTCROP OF LAVA ROCK ABOUT 5 FEET HIGH AND ABOUT 20
 DA1470'FEET SQUARE, AND 2 MILES FROM STATION N 43 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1202 ***********************************************************************
 CG1202  DESIGNATION -  WIND
 CG1202  PID         -  CG1202
 CG1202  STATE/COUNTY-  AZ/COCHISE
 CG1202  USGS QUAD   -  HUACHUCA CITY (1982)
 CG1202
 CG1202                         *CURRENT SURVEY CONTROL
 CG1202  ___________________________________________________________________
 CG1202* NAD 83(1992)-  31 41 36.40529(N)    110 18 55.23329(W)     ADJUSTED  
 CG1202* NAVD 88     -      1306.7    (meters)    4287.     (feet)  VERTCON   
 CG1202  ___________________________________________________________________
 CG1202  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CG1202  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG1202  HORZ ORDER  -  SECOND
 CG1202
 CG1202.The horizontal coordinates were established by classical geodetic methods
 CG1202.and adjusted by the National Geodetic Survey in August 1993.
 CG1202
 CG1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1202
 CG1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1202
 CG1202.The geoid height was determined by GEOID03.
 CG1202
 CG1202;                    North         East     Units Scale Factor Converg.
 CG1202;SPC AZ E     -    76,888.046   199,266.007   MT  0.99990245   -0 04 41.2
 CG1202;SPC AZ E     -   252,257.37    653,759.87   iFT  0.99990245   -0 04 41.2
 CG1202;UTM  12      - 3,506,660.984   564,884.488   MT  0.99965192   +0 21 35.0
 CG1202
 CG1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1202!SPC AZ E     -   0.99979925  x   0.99990245  =   0.99970172
 CG1202!UTM  12      -   0.99979925  x   0.99965192  =   0.99945124
 CG1202
 CG1202|---------------------------------------------------------------------|
 CG1202| PID    Reference Object                     Distance      Geod. Az  |
 CG1202|                                                           dddmmss.s |
 CG1202| CS6177 WIND RM 1                            15.440 METERS 09306     |
 CG1202| CS6178 WIND RM 2                            14.345 METERS 22630     |
 CG1202|---------------------------------------------------------------------|
 CG1202
 CG1202                          SUPERSEDED SURVEY CONTROL
 CG1202
 CG1202  NAD 83(1986)-  31 41 36.39861(N)    110 18 55.22732(W) AD(       ) 2
 CG1202  NGVD 29 (06/28/91) 1305.9    (m)         4284.     (f) VERT ANG    3  
 CG1202
 CG1202.Superseded values are not recommended for survey control.
 CG1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1202.See file dsdata.txt to determine how the superseded data were derived.
 CG1202
 CG1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA6488406661(NAD 83)
 CG1202_MARKER: DS = TRIANGULATION STATION DISK
 CG1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1202+STABILITY: SURFACE MOTION
 CG1202
 CG1202  HISTORY     - Date     Condition        Report By
 CG1202  HISTORY     - 1986     MONUMENTED       AZDT
 CG1202  HISTORY     - 19981001 GOOD             USPSQD
 CG1202
 CG1202                          STATION DESCRIPTION
 CG1202
 CG1202'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1202'THE STATION IS LOCATED 14 MILES WEST OF TOMBSTONE ALONG THE SOUTH SIDE
 CG1202'OF STATE ROUTE 82.
 CG1202'
 CG1202'THE STATION MARK IS AN AZDT DISK STAMPED---WIND 1986---.  IT IS SET IN
 CG1202'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 65 FEET SOUTHEAST OF THE
 CG1202'CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE RIGHT OF WAY
 CG1202'FENCE AND 4 FEET EAST OF A WITNESS POST.
 CG1202'
 CG1202'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WIND RM 1 1986---.  IT IS
 CG1202'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1202'RIGHT OF WAY FENCE.
 CG1202'
 CG1202'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WIND RM 2 1986---.  IT IS
 CG1202'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 2 FEET NORTH OF THE
 CG1202'RIGHT OF WAY FENCE.
 CG1202'
 CG1202'TO REACH THE STATION FROM THE POST OFFICE IN HUACHUCA CITY TRAVEL
 CG1202'NORTH ALONG STATE ROUTE 90 FOR 3.6 MILES TO THE JUNCTION WITH STATE
 CG1202'ROUTE 82.  TURN RIGHT AND TRAVEL EAST ALONG SR 82 FOR 2.05 MILES TO
 CG1202'THE STATION ON THE RIGHT AT MILE POST 53.6.
 CG1202
 CG1202                          STATION RECOVERY (1998)
 CG1202
 CG1202'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0446 ***********************************************************************
 FR0446  DESIGNATION -  WIND AZ MK
 FR0446  PID         -  FR0446
 FR0446  STATE/COUNTY-  AZ/YAVAPAI
 FR0446  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0446
 FR0446                         *CURRENT SURVEY CONTROL
 FR0446  ___________________________________________________________________
 FR0446* NAD 83(1986)-  35 12 53.     (N)    113 16 07.     (W)     SCALED    
 FR0446* NAVD 88     -      1653.431  (meters)    5424.63   (feet)  POSTED    
 FR0446  ___________________________________________________________________
 FR0446  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FR0446  DYNAMIC HT  -        1651.250 (meters)    5417.48  (feet)  COMP
 FR0446  MODELED GRAV-     979,255.2   (mgal)                       NAVD 88
 FR0446
 FR0446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0446
 FR0446.The horizontal coordinates were scaled from a topographic map and have
 FR0446.an estimated accuracy of +/- 6 seconds.
 FR0446
 FR0446.The orthometric height was determined by differential leveling
 FR0446.and adjusted by the  in 1992.
 FR0446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0446.rate of 0.0 thru 1.0 mm/km.
 FR0446
 FR0446.The geoid height was determined by GEOID03.
 FR0446
 FR0446.The dynamic height is computed by dividing the NAVD 88
 FR0446.geopotential number by the normal gravity value computed on the
 FR0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0446.degrees latitude (g = 980.6199 gals.).
 FR0446
 FR0446.The modeled gravity was interpolated from observed gravity values.
 FR0446
 FR0446;                    North         East    Units  Estimated Accuracy
 FR0446;SPC AZ C     -   468,230.       90,280.      MT  (+/- 180 meters Scaled)
 FR0446
 FR0446                          SUPERSEDED SURVEY CONTROL
 FR0446
 FR0446  NGVD 29 (??/??/92) 1652.526  (m)         5421.66   (f) ADJ UNCH    2 0
 FR0446
 FR0446.Superseded values are not recommended for survey control.
 FR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0446.See file dsdata.txt to determine how the superseded data were derived.
 FR0446
 FR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD935992(NAD 83)
 FR0446_MARKER: DZ = AZIMUTH MARK DISK
 FR0446_SETTING: 66 = SET IN ROCK OUTCROP
 FR0446_SP_SET: ROCK OUTCROP
 FR0446_STAMPING: WIND 1961
 FR0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0446+STABILITY: POSITION/ELEVATION WELL
 FR0446
 FR0446  HISTORY     - Date     Condition        Report By
 FR0446  HISTORY     - 1961     MONUMENTED       CGS
 FR0446  HISTORY     - 1962     GOOD             NGS
 FR0446
 FR0446                          STATION DESCRIPTION
 FR0446
 FR0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0446'26.15 MI W FROM SELIGMAN.
 FR0446'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0446'ITS STATION AT SELIGMAN, THENCE 22.1 MILES WEST ALONG A GRAVEL ROAD TO
 FR0446'THE JUNCTION OF A DIM ROAD LEADING SOUTHWEST, THENCE 0.2 MILE
 FR0446'SOUTHWEST ALONG THE DIM ROAD TO A PIPE LINE, THENCE 0.4 MILE WEST
 FR0446'ALONG THE PIPE LINE, 34 FEET SOUTH OF THE CENTER OF THE PIPE LINE, 3.5
 FR0446'FEET NORTHWEST OF A METAL WITNESS POST, AND IS ABOUT 2 FEET BELOW THE
 FR0446'LEVEL OF THE PIPE LINE, AND IS SET IN THE TOP OF A 1 BY 2 FOOT
 FR0446'OUTCROPPING ROCK PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0445 ***********************************************************************
 FR0445  DESIGNATION -  WIND RM 1
 FR0445  PID         -  FR0445
 FR0445  STATE/COUNTY-  AZ/YAVAPAI
 FR0445  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0445
 FR0445                         *CURRENT SURVEY CONTROL
 FR0445  ___________________________________________________________________
 FR0445* NAD 83(1986)-  35 12 50.     (N)    113 16 16.     (W)     SCALED    
 FR0445* NAVD 88     -      1661.545  (meters)    5451.25   (feet)  POSTED    
 FR0445  ___________________________________________________________________
 FR0445  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FR0445  DYNAMIC HT  -        1659.350 (meters)    5444.05  (feet)  COMP
 FR0445  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 FR0445
 FR0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0445
 FR0445.The horizontal coordinates were scaled from a topographic map and have
 FR0445.an estimated accuracy of +/- 6 seconds.
 FR0445
 FR0445.The orthometric height was determined by differential leveling
 FR0445.and adjusted by the  in 1992.
 FR0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0445.rate of 0.0 thru 1.0 mm/km.
 FR0445
 FR0445.The geoid height was determined by GEOID03.
 FR0445
 FR0445.The dynamic height is computed by dividing the NAVD 88
 FR0445.geopotential number by the normal gravity value computed on the
 FR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0445.degrees latitude (g = 980.6199 gals.).
 FR0445
 FR0445.The modeled gravity was interpolated from observed gravity values.
 FR0445
 FR0445;                    North         East    Units  Estimated Accuracy
 FR0445;SPC AZ C     -   468,140.       90,050.      MT  (+/- 180 meters Scaled)
 FR0445
 FR0445                          SUPERSEDED SURVEY CONTROL
 FR0445
 FR0445  NGVD 29 (??/??/92) 1660.641  (m)         5448.29   (f) ADJ UNCH    2 0
 FR0445
 FR0445.Superseded values are not recommended for survey control.
 FR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0445.See file dsdata.txt to determine how the superseded data were derived.
 FR0445
 FR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD932991(NAD 83)
 FR0445_MARKER: DR = REFERENCE MARK DISK
 FR0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0445_STAMPING: WIND NO 1 1961
 FR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0445+STABILITY: SURFACE MOTION
 FR0445
 FR0445  HISTORY     - Date     Condition        Report By
 FR0445  HISTORY     - 1961     MONUMENTED       CGS
 FR0445  HISTORY     - 1962     GOOD             NGS
 FR0445
 FR0445                          STATION DESCRIPTION
 FR0445
 FR0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FR0445'25.9 MI W FROM SELIGMAN.
 FR0445'3.0 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM ITS
 FR0445'STATION IN SELIGMAN, THENCE ABOUT 22.1 MILES WEST ALONG A GRAVEL ROAD
 FR0445'TO THE JUNCTION OF A DIM ROAD LEADING SOUTHWEST, THENCE 0.2 MILE
 FR0445'SOUTHWEST ALONG THE DIM ROAD TO A PIPE LINE, THENCE 0.6 MILE WEST
 FR0445'ALONG THE PIPE LINE TO THE TOP OF A HILL, 60.5 FEET NORTHWEST OF THE
 FR0445'CENTER OF THE PIPE LINE, 28.2 FEET NORTH OF TRAVERSE STATION WIND,
 FR0445'23.9 FEET NORTH OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 FR0445'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0925 ***********************************************************************
 FQ0925  DESIGNATION -  WIND ROW
 FQ0925  PID         -  FQ0925
 FQ0925  STATE/COUNTY-  AZ/COCONINO
 FQ0925  USGS QUAD   -  GOLDTOOTH (1980)
 FQ0925
 FQ0925                         *CURRENT SURVEY CONTROL
 FQ0925  ___________________________________________________________________
 FQ0925* NAD 83(1992)-  35 58 10.36398(N)    111 14 35.24292(W)     ADJUSTED  
 FQ0925* NAVD 88     -      1617.9    (meters)    5308.     (feet)  VERTCON   
 FQ0925  ___________________________________________________________________
 FQ0925  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 FQ0925  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FQ0925  HORZ ORDER  -  THIRD
 FQ0925
 FQ0925.The horizontal coordinates were established by classical geodetic methods
 FQ0925.and adjusted by the National Geodetic Survey in August 1993.
 FQ0925
 FQ0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0925
 FQ0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0925
 FQ0925.The geoid height was determined by GEOID03.
 FQ0925
 FQ0925;                    North         East     Units Scale Factor Converg.
 FQ0925;SPC AZ C     -   551,343.766   274,106.881   MT  0.99994546   +0 23 44.2
 FQ0925;SPC AZ C     - 1,808,870.62    899,300.79   iFT  0.99994546   +0 23 44.2
 FQ0925;UTM  12      - 3,980,597.935   478,079.457   MT  0.99960592   -0 08 34.1
 FQ0925
 FQ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0925!SPC AZ C     -   0.99974986  x   0.99994546  =   0.99969533
 FQ0925!UTM  12      -   0.99974986  x   0.99960592  =   0.99935588
 FQ0925
 FQ0925|---------------------------------------------------------------------|
 FQ0925| PID    Reference Object                     Distance      Geod. Az  |
 FQ0925|                                                           dddmmss.s |
 FQ0925| CS3425 WIND ROW RM 1                        11.933 METERS 00114     |
 FQ0925| CS3426 WIND ROW RM 2                         7.885 METERS 08009     |
 FQ0925| FQ0892 BENCH                               APPROX.18.5 KM 1934025.0 |
 FQ0925|---------------------------------------------------------------------|
 FQ0925
 FQ0925                          SUPERSEDED SURVEY CONTROL
 FQ0925
 FQ0925  NAD 83(1986)-  35 58 10.36496(N)    111 14 35.23580(W) AD(       ) 3
 FQ0925  NGVD 29 (02/23/90) 1617.0    (m)         5305.     (f) VERT ANG    3  
 FQ0925
 FQ0925.Superseded values are not recommended for survey control.
 FQ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0925.See file dsdata.txt to determine how the superseded data were derived.
 FQ0925
 FQ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE7807980598(NAD 83)
 FQ0925_MARKER: DS = TRIANGULATION STATION DISK
 FQ0925_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FQ0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0925
 FQ0925  HISTORY     - Date     Condition        Report By
 FQ0925  HISTORY     - 1955     MONUMENTED       USGS
 FQ0925  HISTORY     - 1969     GOOD             USGS
 FQ0925
 FQ0925                          STATION DESCRIPTION
 FQ0925
 FQ0925'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FQ0925'STATION MARK--STANDARD TABLET STAMPED---WIND ROW 1955---, IN
 FQ0925'CONCRETE POST PROJECTING 8 INCHES ABOVE SAND.
 FQ0925'
 FQ0925'RM 1--STANDARD RM TABLET STAMPED---NO 1---, IN CONCRETE POST
 FQ0925'PROJECTING 1.0 FT ABOVE SAND.
 FQ0925'
 FQ0925'RM 2--STANDARD RM TABLET STAMPED---NO 2---, IN CONCRETE POST
 FQ0925'PROJECTING 10 INCHES ABOVE SAND.
 FQ0925
 FQ0925                          STATION RECOVERY (1969)
 FQ0925
 FQ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FQ0925'RECOVERED AS DESCRIBED BY USGS.  SAND HAS BLOWN AWAY AND ALL
 FQ0925'MARKS NOW PROJECT ABOUT 2.0 FT.
 FQ0925'
 FQ0925'LOCATED ABOUT 12.0 MI NE. OF CAMERON, ABOUT 11.0 MI S. OF TUBA
 FQ0925'CITY.  IN SAND DUNES ON TOP OF RED POINT THAT OVERLOOKS WARD
 FQ0925'TERRACE W., ABOUT 0.4 MI E. OF POINT.
 FQ0925'
 FQ0925'TO REACH FROM JCT. OF HWYS. 164 AND 264 IN TUBA CITY, DRIVE 7.3
 FQ0925'MI S. ON HWY. 264 TO REST STOP AT TOP OF RIDGE.  TURN RIGHT OFF
 FQ0925'HWY. ON LEFT-HAND DIRT RD. 1.2 MI DUE S. TO X-RD., CONTINUE
 FQ0925'STRAIGHT AHEAD 2.5 MI DUE S. ON MAIN-TRAVELED RD. TO RD. FORK 0.7
 FQ0925'MI N. OF WINDMILL.  TAKE RIGHT FORK 2.8 MI KEEPING RIGHT AT TWO
 FQ0925'FORKS TO VIEW POINT WELL.  WORK WAY N. CROSS-COUNTRY 0.5 MI TO
 FQ0925'SAND DUNES ON RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1161 ***********************************************************************
 CY1161  DESIGNATION -  WINDMILL ABOUT 3 MI SE BOWIE
 CY1161  PID         -  CY1161
 CY1161  STATE/COUNTY-  AZ/COCHISE
 CY1161  USGS QUAD   -  BOWIE (1974)
 CY1161
 CY1161                         *CURRENT SURVEY CONTROL
 CY1161  ___________________________________________________________________
 CY1161* NAD 83(1992)-  32 16 55.50600(N)    109 26 56.50857(W)     ADJUSTED  
 CY1161* NAVD 88     -              **(meters)            **(feet)            
 CY1161  ___________________________________________________________________
 CY1161  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CY1161  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY1161  HORZ ORDER  -  THIRD
 CY1161
 CY1161.The horizontal coordinates were established by classical geodetic methods
 CY1161.and adjusted by the National Geodetic Survey in August 1993.
 CY1161
 CY1161
 CY1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1161
 CY1161.The geoid height was determined by GEOID03.
 CY1161
 CY1161;                    North         East     Units Scale Factor Converg.
 CY1161;SPC AZ E     -   142,370.202   280,957.300   MT  0.99995633   +0 22 59.9
 CY1161;SPC AZ E     -   467,093.84    921,775.92   iFT  0.99995633   +0 22 59.9
 CY1161;UTM  12      - 3,572,759.337   646,054.822   MT  0.99986307   +0 49 42.6
 CY1161
 CY1161                          SUPERSEDED SURVEY CONTROL
 CY1161
 CY1161  NAD 83(1986)-  32 16 55.50169(N)    109 26 56.50550(W) AD(       ) 4
 CY1161  NAD 27      -  32 16 55.22500(N)    109 26 54.27600(W) AD(       ) 3
 CY1161
 CY1161.Superseded values are not recommended for survey control.
 CY1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1161.See file dsdata.txt to determine how the superseded data were derived.
 CY1161
 CY1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4605572759(NAD 83)
 CY1161_MARKER: 66 = WINDMILL
 CY1161
 CY1161  HISTORY     - Date     Condition        Report By
 CY1161  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1161
 CY1161                          STATION DESCRIPTION
 CY1161
 CY1161'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1182 ***********************************************************************
 CY1182  DESIGNATION -  WINDMILL ABOUT 5 MI NE OF PAT
 CY1182  PID         -  CY1182
 CY1182  STATE/COUNTY-  AZ/COCHISE
 CY1182  USGS QUAD   -  PAT HILLS NORTH (1974)
 CY1182
 CY1182                         *CURRENT SURVEY CONTROL
 CY1182  ___________________________________________________________________
 CY1182* NAD 83(1992)-  32 04 24.29332(N)    109 33 32.51450(W)     ADJUSTED  
 CY1182* NAVD 88     -              **(meters)            **(feet)            
 CY1182  ___________________________________________________________________
 CY1182  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CY1182  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CY1182  HORZ ORDER  -  THIRD
 CY1182
 CY1182.The horizontal coordinates were established by classical geodetic methods
 CY1182.and adjusted by the National Geodetic Survey in August 1993.
 CY1182
 CY1182
 CY1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1182
 CY1182.The geoid height was determined by GEOID03.
 CY1182
 CY1182;                    North         East     Units Scale Factor Converg.
 CY1182;SPC AZ E     -   119,168.521   270,726.265   MT  0.99994057   +0 19 21.6
 CY1182;SPC AZ E     -   390,972.84    888,209.53   iFT  0.99994057   +0 19 21.6
 CY1182;UTM  12      - 3,549,481.481   636,004.886   MT  0.99982812   +0 45 55.0
 CY1182
 CY1182                          SUPERSEDED SURVEY CONTROL
 CY1182
 CY1182  NAD 83(1986)-  32 04 24.28824(N)    109 33 32.51175(W) AD(       ) 4
 CY1182  NAD 27      -  32 04 23.99400(N)    109 33 30.28300(W) AD(       ) 3
 CY1182
 CY1182.Superseded values are not recommended for survey control.
 CY1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1182.See file dsdata.txt to determine how the superseded data were derived.
 CY1182
 CY1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA3600549481(NAD 83)
 CY1182_MARKER: 66 = WINDMILL
 CY1182
 CY1182  HISTORY     - Date     Condition        Report By
 CY1182  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1182
 CY1182                          STATION DESCRIPTION
 CY1182
 CY1182'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1469 ***********************************************************************
 DA1469  DESIGNATION -  WINDOW
 DA1469  PID         -  DA1469
 DA1469  STATE/COUNTY-  AZ/PIMA
 DA1469  USGS QUAD   -  WINDOW MOUNTAIN (1990)
 DA1469
 DA1469                         *CURRENT SURVEY CONTROL
 DA1469  ___________________________________________________________________
 DA1469* NAD 83(1992)-  32 20 52.15371(N)    112 14 27.11605(W)     ADJUSTED  
 DA1469* NAVD 88     -       903.     (meters)    2963.     (feet)  SCALED    
 DA1469  ___________________________________________________________________
 DA1469  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DA1469  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA1469  HORZ ORDER  -  THIRD
 DA1469
 DA1469.The horizontal coordinates were established by classical geodetic methods
 DA1469.and adjusted by the National Geodetic Survey in August 1993.
 DA1469
 DA1469.The orthometric height was scaled from a topographic map.
 DA1469
 DA1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1469
 DA1469.The geoid height was determined by GEOID03.
 DA1469
 DA1469;                    North         East     Units Scale Factor Converg.
 DA1469;SPC AZ C     -   149,479.123   182,844.620   MT  0.99991148   -0 10 24.5
 DA1469;SPC AZ C     -   490,417.07    599,883.92   iFT  0.99991148   -0 10 24.5
 DA1469;UTM  12      - 3,579,666.625   383,234.300   MT  0.99976813   -0 39 50.4
 DA1469
 DA1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1469!SPC AZ C     -   0.99986312  x   0.99991148  =   0.99977461
 DA1469!UTM  12      -   0.99986312  x   0.99976813  =   0.99963128
 DA1469
 DA1469:                Primary Azimuth Mark                     Grid Az
 DA1469:SPC AZ C     -  WIND                                     347 55 47.3
 DA1469:UTM  12      -  WIND                                     348 25 13.2
 DA1469
 DA1469|---------------------------------------------------------------------|
 DA1469| PID    Reference Object                     Distance      Geod. Az  |
 DA1469|                                                           dddmmss.s |
 DA1469| DA1470 WIND                                APPROX. 1.1 KM 3474522.8 |
 DA1469|---------------------------------------------------------------------|
 DA1469
 DA1469                          SUPERSEDED SURVEY CONTROL
 DA1469
 DA1469  NAD 83(1986)-  32 20 52.14607(N)    112 14 27.11767(W) AD(       ) 3
 DA1469  NAD 27      -  32 20 51.90900(N)    112 14 24.61300(W) AD(       ) 3
 DA1469
 DA1469.Superseded values are not recommended for survey control.
 DA1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1469.See file dsdata.txt to determine how the superseded data were derived.
 DA1469
 DA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA8323479667(NAD 83)
 DA1469
 DA1469  HISTORY     - Date     Condition        Report By
 DA1469  HISTORY     - 1920     MONUMENTED       CGS
 DA1469  HISTORY     - 1934     GOOD             CGS
 DA1469
 DA1469                          STATION DESCRIPTION
 DA1469
 DA1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DA1469'ON THE HIGHEST POINT OF WINDOW MOUNTAIN, 55 MILES BY ROAD EAST
 DA1469'OF AJO AND 20 MILES NORTH OF COVERED WELLS, ON A DOME ABOUT 200
 DA1469'METERS NORTH OF THE NATURAL BRIDGE IN THE MOUNTAIN.  THIS
 DA1469'TUNNEL OR NATURAL BRIDGE MAY BE SEEN FOR MILES FROM THE WEST
 DA1469'OR SOUTHWEST.  MARKED BY A STANDARD BRONZE DISK.
 DA1469'REFERENCE MARK, A STANDARD BRONZE REFERENCE DISK,
 DA1469'IS 15 PACES, 270 DEG MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0515 ***********************************************************************
 ER0515  DESIGNATION -  WINDSOR
 ER0515  PID         -  ER0515
 ER0515  STATE/COUNTY-  AZ/APACHE
 ER0515  USGS QUAD   -  CONCHO LAKE (1984)
 ER0515
 ER0515                         *CURRENT SURVEY CONTROL
 ER0515  ___________________________________________________________________
 ER0515* NAD 83(1992)-  34 22 31.77416(N)    109 41 18.70290(W)     ADJUSTED  
 ER0515* NAVD 88     -      1992.7    (meters)    6538.     (feet)  VERTCON   
 ER0515  ___________________________________________________________________
 ER0515  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 ER0515  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ER0515  HORZ ORDER  -  SECOND
 ER0515
 ER0515.The horizontal coordinates were established by classical geodetic methods
 ER0515.and adjusted by the National Geodetic Survey in August 1993.
 ER0515
 ER0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0515
 ER0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0515
 ER0515.The geoid height was determined by GEOID03.
 ER0515
 ER0515;                    North         East     Units Scale Factor Converg.
 ER0515;SPC AZ E     -   374,405.117   257,333.162   MT  0.99992383   +0 16 11.9
 ER0515;SPC AZ E     - 1,228,363.24    844,268.90   iFT  0.99992383   +0 16 11.9
 ER0515;UTM  12      - 3,804,570.404   620,579.890   MT  0.99977922   +0 44 26.0
 ER0515
 ER0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0515!SPC AZ E     -   0.99969095  x   0.99992383  =   0.99961480
 ER0515!UTM  12      -   0.99969095  x   0.99977922  =   0.99947024
 ER0515
 ER0515:                Primary Azimuth Mark                     Grid Az
 ER0515:SPC AZ E     -  SNOW                                     044 29 40.4
 ER0515:UTM  12      -  SNOW                                     044 01 26.3
 ER0515
 ER0515|---------------------------------------------------------------------|
 ER0515| PID    Reference Object                     Distance      Geod. Az  |
 ER0515|                                                           dddmmss.s |
 ER0515| ER0514 SNOW                                APPROX. 5.2 KM 0444552.3 |
 ER0515| CD3860 WINDSOR RM 1                         11.615 METERS 04620     |
 ER0515| CD3861 WINDSOR RM 2                         11.673 METERS 22721     |
 ER0515|---------------------------------------------------------------------|
 ER0515
 ER0515                          SUPERSEDED SURVEY CONTROL
 ER0515
 ER0515  NAD 83(1986)-  34 22 31.77214(N)    109 41 18.71076(W) AD(       ) 2
 ER0515  NAD 27      -  34 22 31.63936(N)    109 41 16.32602(W) AD(       ) 2
 ER0515  NGVD 29 (07/19/86) 1991.8    (m)         6535.     (f) VERT ANG    3  
 ER0515
 ER0515.Superseded values are not recommended for survey control.
 ER0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0515.See file dsdata.txt to determine how the superseded data were derived.
 ER0515
 ER0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD2058004570(NAD 83)
 ER0515_MARKER: DD = SURVEY DISK
 ER0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0515+STABILITY: SURFACE MOTION
 ER0515
 ER0515  HISTORY     - Date     Condition        Report By
 ER0515  HISTORY     - 1979     MONUMENTED       AZDT
 ER0515
 ER0515                          STATION DESCRIPTION
 ER0515
 ER0515'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0515'THE STATION IS LOCATED ABOUT 8 1/2 MILES WEST-SOUTHWEST OF CONCHO
 ER0515'ALONG THE NORTH SIDE OF ARIZONA HIGHWAY 61.
 ER0515'
 ER0515'THE STATION MARK IS AN ADOT DISK STAMPED---WINDSOR 1979---IT IS SET IN
 ER0515'TOP OF A 10 INCH CONCRETE MONUMENT 2 1/2 FEET SOUTH OF THE WITNESS
 ER0515'POST AND 71 FEET NORTH OF THE CENTERLINE OF HIGHWAY.
 ER0515'
 ER0515'REFERENCE MARK 1 IS AN ADOT DISK STAMPED---WINDSOR RM 1 1979---IT IS
 ER0515'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0515'
 ER0515'REFERENCE MARK 2 IS AN ADOT DISK STAMPED---WINDSOR RM 2 1979---IT IS
 ER0515'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ER0515'
 ER0515'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60, 260 AND 77 IN
 ER0515'SHOW LOW, TRAVEL EAST ALONG U.S. HIGHWAY 60 FOR 11 MILES TO JUNCTION
 ER0515'WITH ARIZONA HIGHWAY 61.  TRAVEL NORTHEAST ALONG SR 61 FOR 10.6 MILES
 ER0515'TO MILE POST 363.6 AND THE STATION ON THE LEFT, 71 FEET NORTH OF THE
 ER0515'CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0315 ***********************************************************************
 GQ0315  DESIGNATION -  WINDY
 GQ0315  PID         -  GQ0315
 GQ0315  STATE/COUNTY-  AZ/COCONINO
 GQ0315  USGS QUAD   -  HIGGINS TANK (1988)
 GQ0315
 GQ0315                         *CURRENT SURVEY CONTROL
 GQ0315  ___________________________________________________________________
 GQ0315* NAD 83(1992)-  36 06 08.57051(N)    112 47 19.45739(W)     ADJUSTED  
 GQ0315* NAVD 88     -      1841.1    (meters)    6040.     (feet)  VERTCON   
 GQ0315  ___________________________________________________________________
 GQ0315  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 GQ0315  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GQ0315  HORZ ORDER  -  FIRST
 GQ0315
 GQ0315.The horizontal coordinates were established by classical geodetic methods
 GQ0315.and adjusted by the National Geodetic Survey in August 1993.
 GQ0315
 GQ0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0315
 GQ0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0315
 GQ0315.The geoid height was determined by GEOID03.
 GQ0315
 GQ0315;                    North         East     Units Scale Factor Converg.
 GQ0315;SPC AZ C     -   566,224.028   134,839.493   MT  0.99997594   -0 30 50.0
 GQ0315;SPC AZ C     - 1,857,690.38    442,386.79   iFT  0.99997594   -0 30 50.0
 GQ0315;UTM  12      - 3,996,785.305   338,985.851   MT  0.99991945   -1 03 15.1
 GQ0315
 GQ0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0315!SPC AZ C     -   0.99971481  x   0.99997594  =   0.99969076
 GQ0315!UTM  12      -   0.99971481  x   0.99991945  =   0.99963429
 GQ0315
 GQ0315:                Primary Azimuth Mark                     Grid Az
 GQ0315:SPC AZ C     -  WINDY AZ MK                              037 12 43.2
 GQ0315:UTM  12      -  WINDY AZ MK                              037 45 08.3
 GQ0315
 GQ0315|---------------------------------------------------------------------|
 GQ0315| PID    Reference Object                     Distance      Geod. Az  |
 GQ0315|                                                           dddmmss.s |
 GQ0315| CH4590 WINDY AZ MK                                        0364153.2 |
 GQ0315| CH4592 WINDY RM 2                            7.830 METERS 07245     |
 GQ0315| FR0910 NEST                                APPROX.14.0 KM 1911253.2 |
 GQ0315| CH4591 WINDY RM 1                           10.080 METERS 34641     |
 GQ0315|---------------------------------------------------------------------|
 GQ0315
 GQ0315                          SUPERSEDED SURVEY CONTROL
 GQ0315
 GQ0315  NAD 83(1986)-  36 06 08.56302(N)    112 47 19.45587(W) AD(       ) 1
 GQ0315  NAD 27      -  36 06 08.62400(N)    112 47 16.76100(W) AD(       ) 1
 GQ0315  NGVD 29 (05/08/89) 1840.2    (m)         6037.     (f) VERT ANG    3  
 GQ0315
 GQ0315.Superseded values are not recommended for survey control.
 GQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0315.See file dsdata.txt to determine how the superseded data were derived.
 GQ0315
 GQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE3898696785(NAD 83)
 GQ0315_MARKER: DS = TRIANGULATION STATION DISK
 GQ0315_SETTING: 80 = SET IN A BOULDER
 GQ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0315+STABILITY: SURFACE MOTION
 GQ0315
 GQ0315  HISTORY     - Date     Condition        Report By
 GQ0315  HISTORY     - 1934     MONUMENTED       USGS
 GQ0315  HISTORY     - 1934     GOOD             USGS
 GQ0315  HISTORY     - 1936     GOOD             CGS
 GQ0315  HISTORY     - 1952     GOOD             CGS
 GQ0315  HISTORY     - 1956     GOOD             USGS
 GQ0315  HISTORY     - 1972     GOOD             AZHD
 GQ0315
 GQ0315                          STATION DESCRIPTION
 GQ0315
 GQ0315'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GQ0315'LOCATED IN T31N R5W SEC 2 SR AND G MERIDIAN, ON TOP OF DIVIDE
 GQ0315'SEPARATING DRAINAGES OF COYOTE AND NATIONAL CANYON, NEAR EAST END
 GQ0315'OF NEARLY BARE KNOLL WHICH WAS ENTIRELY CLEARED ON TOP AND IS
 GQ0315'HIGHEST GROUND IN VICINITY.
 GQ0315'
 GQ0315'TO REACH FROM X-RD. INTERSECTION OF SUPAI, BLACK TANKS, SELIGMAN
 GQ0315'AND PINE SPRING RDS., GO 6.1 MI W.  LEAVE PINE SPRING RD. AND
 GQ0315'DRIVE N. ON DIVIDE TO STATION.
 GQ0315'
 GQ0315'STATION MARK--BRONZE TABLET STAMPED---WINDY 1934---, CEMENTED IN
 GQ0315'ROCK.
 GQ0315'
 GQ0315'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK.
 GQ0315'
 GQ0315'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK AT
 GQ0315'EAST BREAK OF KNOLL.
 GQ0315
 GQ0315                          STATION RECOVERY (1934)
 GQ0315
 GQ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (CP)
 GQ0315'ON THE HIGHEST POINT OF A GENTLE SLOPE (NORTHERN END) ABOUT
 GQ0315'35 MILES (AIRLINE) NORTH OF WEST OF GRAND CANYON VILLAGE.
 GQ0315'ABOUT 9 MILES SOUTH-SOUTHEAST OF GRAND CANYON AT THE NEAREST
 GQ0315'POINT.
 GQ0315'
 GQ0315'REACHED FROM SELIGMAN AS FOLLOWS.  GO EAST ON THE HIGHWAY 0.4
 GQ0315'MILE, TURN LEFT LEAVING THE HIGHWAY AND FOLLOW THE MAIN-TRAVELED
 GQ0315'ROAD 4.0 MILES, TAKE RIGHT FORK AND GO 10.2 MILES, TAKE LEFT
 GQ0315'FORK GO 6.8 MILES, AND TAKE A LEFT FORK AND GO 10.1 MILES TO
 GQ0315'ROSE WELL AND WINDMILLS.  FROM WELL AND HOUSES GO EAST AND NORTH
 GQ0315'0.8 MILE, TAKE LEFT FORK AND GO 22.4 MILES, STRAIGHT AHEAD
 GQ0315'AT CROSS ROAD, GO 0.8 MILE, TURN LEFT AT CROSSROADS AND SIGN
 GQ0315'PEACH SPRINGS, SELIGMAN, TURN LEFT AND GO 2.0 MILES, TAKE LEFT
 GQ0315'FORK AND GO 0.3 MILE, TURN RIGHT AND 3.0 MILES, TAKE LEFT
 GQ0315'FORK AND GO 2.4 MILES TO THE SUMMIT OF RIDGE, GO 0.1 MILE
 GQ0315'BEYOND THE SUMMIT AND TURN LEFT ALONG THE RIDGE 0.5 MILE TO
 GQ0315'THE HIGHEST POINT OF THE SLOPE AND STATION.
 GQ0315'
 GQ0315'AZIMUTH MARK IS ON THE SOUTH SLOPE OF THE ROUNDED RIDGE JUST
 GQ0315'WEST OF THE ROCKY POINT 1/4 MILE NORTHEAST OF THE STATION.
 GQ0315'THE STATION AND REFERENCE MARKS ARE U.S. GEOLOGICAL SURVEY
 GQ0315'DISKS, EMBEDDED IN OUTCROP.  THE AZIMUTH MARK IS A U.S. COAST
 GQ0315'AND GEODETIC SURVEY STANDARD DISK.  SET IN ACCORDANCE WITH
 GQ0315
 GQ0315                          STATION RECOVERY (1936)
 GQ0315
 GQ0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 GQ0315'A U.S. GEOLOGICAL SURVEY AND U.S. COAST AND GEODETIC SURVEY
 GQ0315'STATION LOCATED ON THE HIGHEST POINT OF A GENTLE SLOPE, (NORTHERN
 GQ0315'END), ABOUT 35 MILES AIRLINE WEST-NORTHWEST OF GRAND CANYON
 GQ0315'VILLAGE, AND ABOUT 9 MILES SOUTHEAST OF GRAND CANYON AT THE
 GQ0315'NEAREST POINT.
 GQ0315'
 GQ0315'TO REACH FROM WAYSIDE RESTAURANT AT MAIN INTERSECTION IN
 GQ0315'SELIGMAN, GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO TEXACO
 GQ0315'SERVICE STATION AND SIGN ON LEFT OF HIGHWAY HAVASUPI INDIAN
 GQ0315'VILLAGE 71 MILES, TURN LEFT ON ROAD JUST EAST OF SERVICE
 GQ0315'STATION AND GO NORTH 0.2 MILE TO GATE, GO THROUGH GATE AND
 GQ0315'CONTINUE NORTH (GENERALLY) ON MAIN-TRAVELED ROAD 31.8 MILES
 GQ0315'TO ROSE WELL AND RANCH, 3V, HEADQUARTERS, GO THROUGH SWING
 GQ0315'GATE AT RANCH HOUSE AND FOLLOW MAIN TRACK ROAD NORTH AND EAST
 GQ0315'0.8 MILE, (PASSING FENCE CORNER AT 0.4 MILE), TO ROAD FORKS,
 GQ0315'TAKE LEFT FORK, MAIN-TRAVELED ROAD (THE HILLTOP OR SUPI
 GQ0315'ROAD), AND GO 13.8 MILES TO DIRT TANK ON RIGHT OF ROAD,
 GQ0315'CONTINUE ON MAIN-TRAVELED ROAD 7.7 MILES TO CROSSROADS,
 GQ0315'CONTINUE STRAIGHT AHEAD AND GO 1.6 MILES TO CROSSROADS,
 GQ0315'CONTINUE STRAIGHT AHEAD TO ROAD INTERSECTION, 0.8 MILE, TURN
 GQ0315'LEFT AT INTERSECTION ON PINE SPRINGS ROAD, (THIS ROAD BEARS
 GQ0315'223 DEGREES MAGNETIC FROM THE INTERSECTION), AND FOLLOW
 GQ0315'MAIN-TRAVELED ROAD 2.0 MILES TO A Y, BEAR LEFT AND GO 0.45
 GQ0315'MILE TO A ROAD INTERSECTION, AND A SIGN J, TURN RIGHT (NORTH)
 GQ0315'AND FOLLOW MAIN-TRAVELED ROAD 3.2 MILES TO A Y, BEAR LEFT
 GQ0315'AND GO 0.2 MILE TO A FENCE CORNER, FOLLOW ROAD ALONG SOUTH
 GQ0315'SIDE OF FENCE 0.2 MILE TO WHERE FENCE TURNS NORTH (THERE IS
 GQ0315'A TANK IN THE VALLEY TO THE NORTH), CONTINUE ON
 GQ0315'MAIN-TRAVELED ROAD FOR 2.0 MILES TO TOP OF RIDGE, TURN
 GQ0315'LEFT (SOUTHWESTERLY) ON DIM ROAD AND GO 0.5 MILE TO TOP OF HILL
 GQ0315'AND STATION.
 GQ0315'
 GQ0315'MEASUREMENTS MADE FROM TIPS OF ARROWS ON REFERENCE MARKS TO
 GQ0315'CROSS ON STATION MARK.  ALL MARKS ARE STANDARD U.S. GEOLOGICAL
 GQ0315'SURVEY TABLETS SET IN OUTCROPPING BOULDERS.
 GQ0315
 GQ0315                          STATION RECOVERY (1952)
 GQ0315
 GQ0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 GQ0315'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 GQ0315'AS ORIGINALLY DESCRIBED.
 GQ0315'
 GQ0315'TO REACH FROM THE INDIAN SCHOOL AT FRAZIERS WELL, TAKE THE RIGHT
 GQ0315'FORK TO THE NE ON A GRADED AND GRAVELED ROAD FOR 17.4 MILES TO
 GQ0315'A STOCK GUARD AT THE E SIDE OF THE RESERVATION, CONTINUE AHEAD
 GQ0315'STILL ON A GRADED (NOT GRAVELED) ROAD FOR 9.9 MILES TO A TRACK
 GQ0315'ROAD LEFT, A LARGE DUG TRIANGULAR TRENCH ON THE LEFT, TURN
 GQ0315'LEFT AND GO N FOR 1.6 MILES TO A ROAD FORK, KEEP RIGHT (N) FOR
 GQ0315'1.6 MILES TO A WIRE GATE (TRIANGLE BLAZE ON THE RIGHT
 GQ0315'GATEPOST), GO THROUGH THE GATE AND CONTINUE ON A TRACK ROAD FOR
 GQ0315'0.4 MILE TO A DIM ROAD FORK AT AN OLD ABANDONED CHEVROLET
 GQ0315'TRUCK (ABOUT 50 YARDS W OF A STONE AND METAL CABIN AND A
 GQ0315'LARGE EARTH RESERVOIR).  TURN SHARP LEFT AT THE TRUCK ON A DIM
 GQ0315'TRACK ROAD AND FOLLOW W AND NW FOR 2.1 MILES TO ANOTHER
 GQ0315'WIRE GATE AND ANOTHER TRIANGLE BLAZE ON THE RIGHT GATEPOST, GO
 GQ0315'THROUGH THE GATE AND FOLLOW THE TRACK ROAD NW UPGRADE FOR
 GQ0315'0.5 MILE TO THE STATION ON THE LEFT.
 GQ0315
 GQ0315                          STATION RECOVERY (1956)
 GQ0315
 GQ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0315'RECOVERED IN GOOD CONDITION.
 GQ0315
 GQ0315                          STATION RECOVERY (1972)
 GQ0315
 GQ0315'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0315'GENERAL LOCATION ABOUT 35 MILES (AIRLINE) NW OF GRAND CANYON
 GQ0315'VILLAGE AND ABOUT 9 MILES SSE OF GRAND CANYON AT THE NEAREST
 GQ0315'POINT
 GQ0315'
 GQ0315'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 GQ0315'
 GQ0315'STATION MARK STD USGS BC SET IN OUTCROP BOULDER STAMPED
 GQ0315'WINDY 1934
 GQ0315'
 GQ0315'REFERENCE MARKS STD USGS BCS SET IN OUTCROP BOULDERS STAMPED
 GQ0315'NO 1 AND NO 2 RESPECTIVELY
 GQ0315'
 GQ0315'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1439 ***********************************************************************
 DA1439  DESIGNATION -  WINDY CAIRN
 DA1439  PID         -  DA1439
 DA1439  STATE/COUNTY-  AZ/YUMA
 DA1439  USGS QUAD   -  NORTH OF ROLL (1986)
 DA1439
 DA1439                         *CURRENT SURVEY CONTROL
 DA1439  ___________________________________________________________________
 DA1439* NAD 83(1992)-  32 52 35.17911(N)    113 58 54.84342(W)     ADJUSTED  
 DA1439* NAVD 88     -       405.7    (meters)    1331.     (feet)  VERTCON   
 DA1439  ___________________________________________________________________
 DA1439  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DA1439  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DA1439  HORZ ORDER  -  THIRD
 DA1439
 DA1439.The horizontal coordinates were established by classical geodetic methods
 DA1439.and adjusted by the National Geodetic Survey in August 1993.
 DA1439
 DA1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1439
 DA1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA1439
 DA1439.The geoid height was determined by GEOID03.
 DA1439
 DA1439;                    North         East     Units Scale Factor Converg.
 DA1439;SPC AZ W     -   208,080.318   191,659.376   MT  0.99993914   -0 07 33.2
 DA1439;SPC AZ W     -   682,678.21    628,803.73   iFT  0.99993914   -0 07 33.2
 DA1439;UTM  12      - 3,641,532.187   221,003.498   MT  1.00055989   -1 37 11.0
 DA1439;UTM  11      - 3,641,628.574   782,384.604   MT  1.00058335   +1 38 21.8
 DA1439
 DA1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA1439!SPC AZ W     -   0.99994145  x   0.99993914  =   0.99988060
 DA1439!UTM  12      -   0.99994145  x   1.00055989  =   1.00050131
 DA1439!UTM  11      -   0.99994145  x   1.00058335  =   1.00052477
 DA1439
 DA1439                          SUPERSEDED SURVEY CONTROL
 DA1439
 DA1439  NAD 83(1986)-  32 52 35.17484(N)    113 58 54.84690(W) AD(       ) 4
 DA1439  NAD 27      -  32 52 35.02000(N)    113 58 52.09500(W) AD(       ) 3
 DA1439  NGVD 29 (07/19/86)  405.0    (m)         1329.     (f) VERT ANG    3  
 DA1439
 DA1439.Superseded values are not recommended for survey control.
 DA1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1439.See file dsdata.txt to determine how the superseded data were derived.
 DA1439
 DA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB2100341532(NAD 83)
 DA1439_MARKER: DD = SURVEY DISK
 DA1439_SETTING: 0 = UNSPECIFIED SETTING
 DA1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1439
 DA1439  HISTORY     - Date     Condition        Report By
 DA1439  HISTORY     - 1949     MONUMENTED       USGS
 DA1439
 DA1439                          STATION DESCRIPTION
 DA1439
 DA1439'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 DA1439'STATION IS LOCATED ABOUT 11 MILES NORTH OF ROLL, ON A POINT
 DA1439'OF SOUTHEASTERN SPUR OF THE CASTLE DOME MOUNTAINS, ON THE
 DA1439'SOUTHEAST END OF A DARK MALPAIS BUTTE, AND ON THE WEST SIDE OF
 DA1439'A DRAIN WHICH FALLS SOUTH DIVIDING THIS SPUR.  STATION IS THE
 DA1439'TOP AND CENTER OF THE CAIRN WHICH HAS PARTLY FALLEN DOWN.
 DA1439'CAIRN IS OVER A STANDARD U.S.G.S. BRONZE DISK STAMPED, 1925 A
 DA1439'25.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0680 ***********************************************************************
 FQ0680  DESIGNATION -  WING
 FQ0680  PID         -  FQ0680
 FQ0680  STATE/COUNTY-  AZ/COCONINO
 FQ0680  USGS QUAD   -  WING MOUNTAIN (1974)
 FQ0680
 FQ0680                         *CURRENT SURVEY CONTROL
 FQ0680  ___________________________________________________________________
 FQ0680* NAD 83(1992)-  35 16 10.57091(N)    111 47 09.45365(W)     ADJUSTED  
 FQ0680* NAVD 88     -      2600.     (meters)    8530.     (feet)  SCALED    
 FQ0680  ___________________________________________________________________
 FQ0680  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 FQ0680  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FQ0680  HORZ ORDER  -  SECOND
 FQ0680
 FQ0680.The horizontal coordinates were established by classical geodetic methods
 FQ0680.and adjusted by the National Geodetic Survey in August 1993.
 FQ0680
 FQ0680.The orthometric height was scaled from a topographic map.
 FQ0680
 FQ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0680
 FQ0680.The geoid height was determined by GEOID03.
 FQ0680
 FQ0680;                    North         East     Units Scale Factor Converg.
 FQ0680;SPC AZ C     -   473,489.639   225,251.577   MT  0.99990174   +0 04 31.7
 FQ0680;SPC AZ C     - 1,553,443.70    739,014.36   iFT  0.99990174   +0 04 31.7
 FQ0680;UTM  12      - 3,903,224.803   428,515.190   MT  0.99966297   -0 27 13.9
 FQ0680
 FQ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0680!SPC AZ C     -   0.99959565  x   0.99990174  =   0.99949743
 FQ0680!UTM  12      -   0.99959565  x   0.99966297  =   0.99925875
 FQ0680
 FQ0680|---------------------------------------------------------------------|
 FQ0680| PID    Reference Object                     Distance      Geod. Az  |
 FQ0680|                                                           dddmmss.s |
 FQ0680| CH4593 WING RM 1                            10.346 METERS 08718     |
 FQ0680| FQ0929 WOODY MTN LOT                       APPROX.14.5 KM 1673320.8 |
 FQ0680| CH4594 WING RM 2                             4.999 METERS 19715     |
 FQ0680| FQ0669 NAVAJO ORDNANCE DEPOT TANK          APPROX. 5.8 KM 2203520.3 |
 FQ0680|---------------------------------------------------------------------|
 FQ0680
 FQ0680                          SUPERSEDED SURVEY CONTROL
 FQ0680
 FQ0680  NAD 83(1986)-  35 16 10.56759(N)    111 47 09.44943(W) AD(       ) 2
 FQ0680  NAD 27      -  35 16 10.54077(N)    111 47 06.85459(W) AD(       ) 2
 FQ0680
 FQ0680.Superseded values are not recommended for survey control.
 FQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0680.See file dsdata.txt to determine how the superseded data were derived.
 FQ0680
 FQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE2851503225(NAD 83)
 FQ0680_MARKER: DD = SURVEY DISK
 FQ0680_SETTING: 80 = SET IN A BOULDER
 FQ0680_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0680
 FQ0680  HISTORY     - Date     Condition        Report By
 FQ0680  HISTORY     - 1936     MONUMENTED       USFS
 FQ0680  HISTORY     - 1958     GOOD             USFS
 FQ0680  HISTORY     - 1962     GOOD             USGS
 FQ0680  HISTORY     - 1965     GOOD             USGS
 FQ0680  HISTORY     - 1972     GOOD             AZHD
 FQ0680
 FQ0680                          STATION DESCRIPTION
 FQ0680
 FQ0680'DESCRIBED BY US FOREST SERVICE 1958 (RCM)
 FQ0680'THE STATION IS NEAR THE SUMMIT OF WING MOUNTAIN, ABOUT 8.5
 FQ0680'MILES NORTHWEST OF FLAGSTAFF AND 4 MILES NORTHEAST OF BELLEMONT.
 FQ0680'
 FQ0680'TO REACH THE STATION FROM THE T-ROAD AND SIGN (BELLEMONT)
 FQ0680'IN BELLEMONT, GO WEST ON U.S. HIGHWAY 66 AND 89 FOR 0.1 MILE
 FQ0680'TO A GRADED ROAD ON THE RIGHT AND SIGN (U.S. FOREST SERVICE
 FQ0680'ROAD 271).  TURN RIGHT AND FOLLOW THE GRADED ROAD NORTH FOR
 FQ0680'1.3 MILES TO A Y-FORK AND SIGN (U.S. FOREST SERVICE ROAD 222),
 FQ0680'KEEP RIGHT FOR 0.9 MILE TO A PIPE LINE.  CONTINUE AHEAD ON THE
 FQ0680'GRADED ROAD FOR 0.9 MILE TO A T-ROAD AND SIGN (5 A-1
 FQ0680'MOUNTAIN - MAXWELL SPR. 2).  TURN RIGHT AS PER SIGN TO A-1
 FQ0680'MOUNTAIN AND GO 0.7 MILE TO A FENCED IN EARTH RESERVOIR ON
 FQ0680'THE RIGHT, KEEP AHEAD ON THE GRADED ROAD 0.4 MILE TO SEVERAL
 FQ0680'LARGE PINE TREES ON LEFT, ONE WITH 3 NOTCHES ON IT.  TURN
 FQ0680'LEFT OFF THE ROAD AND PICK A WAY THROUGH TREES AND BRUSH,
 FQ0680'NORTH, FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 FQ0680'PACK IN A NORTHERLY DIRECTION TO THE SUMMIT OF THE HILL
 FQ0680'AND THE STATION.  (1/2 HOUR PACK.)
 FQ0680'
 FQ0680'THE STATION IS A STANDARD U.S. FOREST SERVICE DISK, STAMPED
 FQ0680'WING 1936, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 FQ0680'1 FOOT.
 FQ0680'
 FQ0680'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WING NO 1 1958,
 FQ0680'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES.
 FQ0680'
 FQ0680'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WING NO 2 1958,
 FQ0680'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 FQ0680
 FQ0680                          STATION RECOVERY (1962)
 FQ0680
 FQ0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0680'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 FQ0680
 FQ0680                          STATION RECOVERY (1965)
 FQ0680
 FQ0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0680'RECOVERED IN GOOD CONDITION.
 FQ0680'
 FQ0680'NOTE--0.9 MI TO T-RD. AND SIGN (S. WING TANK 1/2 - MAXWELL
 FQ0680'SPRING 2) INSTEAD OF (5A-1 MOUNTAIN - MAXWELL SPRING 2).
 FQ0680
 FQ0680                          STATION RECOVERY (1972)
 FQ0680
 FQ0680'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 FQ0680'GENERAL LOCATION AS PER DESCRIPTION
 FQ0680'
 FQ0680'TO REACH AS PER DESCRIPTION
 FQ0680'
 FQ0680'STATION MARK AS PER DESCRIPTION
 FQ0680'
 FQ0680'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 FQ0680'
 FQ0680'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1873 ***********************************************************************
 DV1873  DESIGNATION -  WING
 DV1873  PID         -  DV1873
 DV1873  STATE/COUNTY-  AZ/MARICOPA
 DV1873  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1873
 DV1873                         *CURRENT SURVEY CONTROL
 DV1873  ___________________________________________________________________
 DV1873* NAD 83(1992)-  33 43 31.42251(N)    112 14 54.25763(W)     ADJUSTED  
 DV1873* NAVD 88     -       462.2    (meters)    1516.     (feet)  VERTCON   
 DV1873  ___________________________________________________________________
 DV1873  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DV1873  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DV1873  HORZ ORDER  -  SECOND
 DV1873
 DV1873.The horizontal coordinates were established by classical geodetic methods
 DV1873.and adjusted by the National Geodetic Survey in August 1993.
 DV1873
 DV1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1873
 DV1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1873
 DV1873.The geoid height was determined by GEOID03.
 DV1873
 DV1873;                    North         East     Units Scale Factor Converg.
 DV1873;SPC AZ C     -   302,247.164   182,617.176   MT  0.99991165   -0 11 03.1
 DV1873;SPC AZ C     -   991,624.55    599,137.72   iFT  0.99991165   -0 11 03.1
 DV1873;UTM  12      - 3,732,408.679   384,339.325   MT  0.99976492   -0 41 35.5
 DV1873
 DV1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1873!SPC AZ C     -   0.99993210  x   0.99991165  =   0.99984375
 DV1873!UTM  12      -   0.99993210  x   0.99976492  =   0.99969703
 DV1873
 DV1873|---------------------------------------------------------------------|
 DV1873| PID    Reference Object                     Distance      Geod. Az  |
 DV1873|                                                           dddmmss.s |
 DV1873| CR7756 WING RM 1                            10.250 METERS 12144     |
 DV1873| CR7757 WING RM 2                            10.463 METERS 25936     |
 DV1873| DV1874 WING AZ MK                          APPROX. 0.6 KM 2664720.1 |
 DV1873|---------------------------------------------------------------------|
 DV1873
 DV1873                          SUPERSEDED SURVEY CONTROL
 DV1873
 DV1873  NAD 83(1986)-  33 43 31.41734(N)    112 14 54.26299(W) AD(       ) 2
 DV1873  NGVD 29 (07/20/87)  461.6    (m)         1514.     (f) VERT ANG    3  
 DV1873
 DV1873.Superseded values are not recommended for survey control.
 DV1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1873.See file dsdata.txt to determine how the superseded data were derived.
 DV1873
 DV1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8433932409(NAD 83)
 DV1873_MARKER: DS = TRIANGULATION STATION DISK
 DV1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1873+STABILITY: SURFACE MOTION
 DV1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1873+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV1873
 DV1873  HISTORY     - Date     Condition        Report By
 DV1873  HISTORY     - 1986     MONUMENTED       AZDT
 DV1873  HISTORY     - 20060808 GOOD             GEOCAC
 DV1873  HISTORY     - 20071102 GOOD             GEOCAC
 DV1873
 DV1873                          STATION DESCRIPTION
 DV1873
 DV1873'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1873'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF THE DEER VALLEY
 DV1873'AIRPORT AND 6.5 MILES WEST OF INTERSTATE HIGHWAY 17.
 DV1873'
 DV1873'THE STATION MARK IS AN AZDT DISK STAMPED---WING 1986---.  IT IS SET IN
 DV1873'TOP OF A 10 INCH CONCRETE MONUMET WHICH PROJECTS 5 INCHES.  IT IS 5
 DV1873'FEET SOUTHEAST OF THE WITNESS POST AND ABOUT 250 FEET NORTHEAST OF A
 DV1873'TRACK ROAD.
 DV1873'
 DV1873'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---WING RM 1 1986---.  IT IS
 DV1873'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 DV1873'
 DV1873'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---WING RM 2 1986---.  IT IS
 DV1873'SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 DV1873'
 DV1873'THE AZIMUTH MARK IS AN AZDT DISK STAMPED---WING AZ 1986---.  IT IS SET
 DV1873'IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 DV1873'
 DV1873'TO REACH THE STATION FROM THE INTERSECTION OF UNION HILLS ROAD WHICH
 DV1873'IS 99 AVENUE AND LAKE PLESANT ROAD IN SUN CITY, TRAVEL NORTH ALONG
 DV1873'LAKE PLESANT ROAD FOR 4.9 MILES TO JOMAX ROAD.  TRAVEL EAST ALONG
 DV1873'JOMAX ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST
 DV1873'ALONG THE TRACK ROAD 0.4 MILE TO THE TOP OF THE HILL AND END OF TRUCK
 DV1873'TRAVEL.  THE STATION IS 250 FEET TO THE LEFT.
 DV1873
 DV1873                          STATION RECOVERY (2006)
 DV1873
 DV1873'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV1873'NEW CONSTRUCTION IN THE AREA, AND PAVED ROADS EXTEND VERY NEAR THE
 DV1873'STATION. A NEW TO REACH FOLLOWS. TO REACH THE STATION FROM THE
 DV1873'INTERSECTION OF UNION HILLS ROAD WHICH IS 99 AVENUE AND LAKE PLESANT
 DV1873'ROAD IN SUN CITY, TRAVEL NORTH ALONG LAKE PLESANT ROAD FOR 4.9 MILES
 DV1873'TO JOMAX ROAD.  TRAVEL EAST ALONG JOMAX ROAD TO A TEE WHERE JOMAX ROAD
 DV1873'CONTINUES NORTH (LEFT).
 DV1873'CONTINUE NORTH ON JOMAX ROAD .3 MILES TO WESTWING PARKWAY AND TURN
 DV1873'RIGHT, GO .45 MILES EASTWARD ON WESTWING PARKWAY TO HIGH DESERT DRIVE,
 DV1873'TURNING RIGHT AGAIN.
 DV1873'CONTINUE SOUTHWESTWARD ON HIGH DESERT DRIVE FOR .25 MILES TO ROWEL
 DV1873'ROAD, THEN A SHORT DISTANCE TO 86TH LANE AND GO RIGHT AGAIN. THEN
 DV1873'ANOTHER SHORT DISTANCE TO ANDREA DRIVE, TURN RIGHT AND PARK AT THE END
 DV1873'OF THE ROAD. A SHORT PACK (5 MINUTES) TO THE TOP OF THE HILL AND THE
 DV1873'STATION.
 DV1873
 DV1873                          STATION RECOVERY (2007)
 DV1873
 DV1873'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV1873'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 IN GOOD
 DV1873'CONDITION AS DESCRIBED. DID NOT SEARCH FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1900 ***********************************************************************
 CZ1900  DESIGNATION -  WINKELMAN
 CZ1900  PID         -  CZ1900
 CZ1900  STATE/COUNTY-  AZ/GILA
 CZ1900  USGS QUAD   -  WINKELMAN (1972)
 CZ1900
 CZ1900                         *CURRENT SURVEY CONTROL
 CZ1900  ___________________________________________________________________
 CZ1900* NAD 83(1992)-  32 59 28.63929(N)    110 46 16.34070(W)     ADJUSTED  
 CZ1900* NAVD 88     -       606.2    (meters)    1989.     (feet)  VERTCON   
 CZ1900  ___________________________________________________________________
 CZ1900  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 CZ1900  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CZ1900  HORZ ORDER  -  FIRST
 CZ1900
 CZ1900.The horizontal coordinates were established by classical geodetic methods
 CZ1900.and adjusted by the National Geodetic Survey in August 1993.
 CZ1900
 CZ1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1900
 CZ1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1900
 CZ1900.The geoid height was determined by GEOID03.
 CZ1900
 CZ1900;                    North         East     Units Scale Factor Converg.
 CZ1900;SPC AZ E     -   220,947.813   156,863.548   MT  0.99993934   -0 19 45.1
 CZ1900;SPC AZ E     -   724,894.40    514,644.19   iFT  0.99993934   -0 19 45.1
 CZ1900;UTM  12      - 3,650,344.447   521,375.129   MT  0.99960563   +0 07 28.5
 CZ1900
 CZ1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1900!SPC AZ E     -   0.99990929  x   0.99993934  =   0.99984864
 CZ1900!UTM  12      -   0.99990929  x   0.99960563  =   0.99951496
 CZ1900
 CZ1900|---------------------------------------------------------------------|
 CZ1900| PID    Reference Object                     Distance      Geod. Az  |
 CZ1900|                                                           dddmmss.s |
 CZ1900| CC7662 WINKELMAN RM 3                       17.372 METERS 00255     |
 CZ1900| CC7659 WINKELMAN AZ MK                                    0230643.6 |
 CZ1900| CC7663 WINKELMAN RM 4                       25.432 METERS 08930     |
 CZ1900| CC7661 WINKELMAN RM 2                        8.148 METERS 26040     |
 CZ1900| CC7660 WINKELMAN RM 1                        8.802 METERS 35621     |
 CZ1900|---------------------------------------------------------------------|
 CZ1900
 CZ1900                          SUPERSEDED SURVEY CONTROL
 CZ1900
 CZ1900  NAD 83(1986)-  32 59 28.63477(N)    110 46 16.33955(W) AD(       ) 1
 CZ1900  NAD 27      -  32 59 28.39700(N)    110 46 13.96100(W) AD(       ) 1
 CZ1900  NGVD 29 (07/19/86)  605.6    (m)         1987.     (f) VERT ANG    3  
 CZ1900
 CZ1900.Superseded values are not recommended for survey control.
 CZ1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1900.See file dsdata.txt to determine how the superseded data were derived.
 CZ1900
 CZ1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB2137550344(NAD 83)
 CZ1900_MARKER: DS = TRIANGULATION STATION DISK
 CZ1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1900
 CZ1900  HISTORY     - Date     Condition        Report By
 CZ1900  HISTORY     - 1947     MONUMENTED       CGS
 CZ1900  HISTORY     - 1959     GOOD             CGS
 CZ1900  HISTORY     - 1963     GOOD             CGS
 CZ1900  HISTORY     - 1968     MARK NOT FOUND   USGS
 CZ1900
 CZ1900                          STATION DESCRIPTION
 CZ1900
 CZ1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 CZ1900'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE PUBLIC SCHOOL
 CZ1900'YARD IN WINKELMAN, 11 PACES WEST OF THE CENTER LINE OF STATE
 CZ1900'ROUTE 77, 18 PACES SOUTH OF A SIGN WINKELMAN, 6 FEET SOUTHEAST
 CZ1900'OF A WHITE WITNESS POST, PROJECTS ABOUT 4 INCHES, AND IS
 CZ1900'STAMPED--WINKELMAN 1947.
 CZ1900'
 CZ1900'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 CZ1900'STATION, 11 PACES WEST OF THE CENTER LINE OF STATE ROUTE 77,
 CZ1900'9 PACES SOUTH OF A SIGN WINKELMAN, PROJECTS ABOUT 4 INCHES,
 CZ1900'AND IS STAMPED--WINKELMAN NO 1 1947.
 CZ1900'
 CZ1900'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 CZ1900'THE STATION, PROJECTS ABOUT 4 INCHES, AND IS STAMPED--WINKELMAN
 CZ1900'NO 2 1947.
 CZ1900'
 CZ1900'AZIMUTH MARK IS LOCATED ALONG STATE ROUTE 77 ON THE SIDE OF STEEP
 CZ1900'HILL, ABOUT 25 FEET NORTH OF AND 25 FEET HIGHER THAN THE
 CZ1900'HIGHWAY, 4 FEET NORTH OF A WHITE WITNESS POST, PROJECTS ABOUT
 CZ1900'18 INCHES, AND IS STAMPED--WINKELMAN 1947.
 CZ1900'
 CZ1900'TO REACH FROM THE POST OFFICE IN WINKELMAN GO NORTHEAST ON
 CZ1900'STATE ROUTE 77 FOR 0.6 MILE TO THE SCHOOL HOUSE ON THE LEFT
 CZ1900'AND STATION AS DESCRIBED ABOVE.  TO REACH AZIMUTH CONTINUE ON
 CZ1900'STATE ROUTE 77 FOR 1.5 MILE TO A POINT JUST BEFORE REACHING
 CZ1900'AN OLD WOODEN SIGN GO SLOW, AND A SHARP HORSESHOE BEND.  A
 CZ1900'DRIVE STATION.
 CZ1900
 CZ1900                          STATION RECOVERY (1959)
 CZ1900
 CZ1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ1900'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 CZ1900'AND FOUND IN GOOD CONDITION.  IT IS BELIEVED THE SURFACE STATION
 CZ1900'MARK AND BOTH REFERENCE MARKS WERE DESTROYED BY CONSTRUCTION
 CZ1900'IN THE AREA.  ANOTHER STATION MARK WAS ESTABLISHED OVER THE
 CZ1900'UNDERGROUND MARK.  TWO REFERENCE MARKS WERE ESTABLISHED.
 CZ1900'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CZ1900'
 CZ1900'THE STATION IS IN THE NORTH PART OF WINKELMAN, NEAR THE NORTHEAST
 CZ1900'CORNER OF THE PUBLIC SCHOOL YARD.
 CZ1900'
 CZ1900'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 CZ1900'HIGHWAY 77 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CZ1900'
 CZ1900'THE STATION MARK, STAMPED WINKELMAN 1947 1959, IS A STANDARD
 CZ1900'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 CZ1900'PROJECTS 3 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF STATE
 CZ1900'HIGHWAY 77 AND 5-1/2 FEET SOUTH OF A WITNESS POST.
 CZ1900'
 CZ1900'REFERENCE MARK NO. 3 IS 34 FEET WEST OF THE CENTER OF THE HIGHWAY
 CZ1900'AND 53 FEET NORTHWEST OF THE WITNESS POST.  IT IS A STANDARD
 CZ1900'DISK, STAMPED WINKELMAN NO 3 1947 1959, CEMENTED IN THE TOP
 CZ1900'OF A 3-INCH IRON PIPE THAT PROJECTS 3 INCHES.
 CZ1900'
 CZ1900'REFERENCE MARK NO. 4, STAMPED WINKELMAN NO 4 1947 1959, IS A
 CZ1900'STANDARD DISK CEMENTED IN THE TOP OF A 3-INCH IRON PIPE THAT
 CZ1900'PROJECTS 3 INCHES.  IT IS 81 FEET EAST OF THE WITNESS POST
 CZ1900'AND 47 FEET EAST OF THE CENTER OF THE HIGHWAY.
 CZ1900'
 CZ1900'THE AZIMUTH MARK, STAMPED WINKELMAN 1947, IS A STANDARD DISK
 CZ1900'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ON A HIGH BANK ABOUT
 CZ1900'25 FEET HIGHER THAN THE HIGHWAY, 25 FEET NORTH OF THE HIGHWAY
 CZ1900'AND 4 FEET NORTHWEST OF A WITNESS POST.
 CZ1900
 CZ1900                          STATION RECOVERY (1963)
 CZ1900
 CZ1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 CZ1900'REVISED DESCRIPTION.  STATION IS LOCATED ABOUT HALF WAY BETWEEN
 CZ1900'THE GRADE SCHOOL AND THE HIGH SCHOOL IN WINKELMAN, 12 FT E
 CZ1900'OF STEEL SCHOOL YARD FENCE, 37 FT W OF THE CENTER LINE OF STATE
 CZ1900'HWY 77, 136 FT SW OF THE NW CORNER OF THE BASEBALL FIELD ON E
 CZ1900'SIDE OF THE HIGHWAY, 6 FT S-SW OF STEEL WITNESS POST, LEVEL
 CZ1900'WITH GROUND.
 CZ1900'
 CZ1900'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR AND WERE NOT FOUND.
 CZ1900
 CZ1900                          STATION RECOVERY (1968)
 CZ1900
 CZ1900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CZ1900'RECENT GRADING AT THE EDGE OF THE ROAD APPEARS TO HAVE DESTROYED
 CZ1900'THIS STATION.  A THOROUGH SEARCH OF THE AREA REVEALED NO
 CZ1900'STATION MARK AND NO REFERENCE MARKS.  THE SCHOOL CARETAKER WAS
 CZ1900'FAMILIAR WITH THE MONUMENT AS IT DID USUALLY HAMPER HIS GRASS
 CZ1900'CUTTING.  HE DID INDICATE THE LOCATION WHERE LAST SEEN ABOUT
 CZ1900'A WEEK EARLIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0191 ***********************************************************************
 FQ0191  DESIGNATION -  WINONA
 FQ0191  PID         -  FQ0191
 FQ0191  STATE/COUNTY-  AZ/COCONINO
 FQ0191  USGS QUAD   -  WINONA (1974)
 FQ0191
 FQ0191                         *CURRENT SURVEY CONTROL
 FQ0191  ___________________________________________________________________
 FQ0191* NAD 83(1992)-  35 11 52.60775(N)    111 24 27.08057(W)     ADJUSTED  
 FQ0191* NAVD 88     -      2003.284  (meters)    6572.44   (feet)  ADJUSTED  
 FQ0191  ___________________________________________________________________
 FQ0191  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 FQ0191  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 FQ0191  DYNAMIC HT  -        2000.494 (meters)    6563.29  (feet)  COMP
 FQ0191  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 FQ0191
 FQ0191  HORZ ORDER  -  SECOND
 FQ0191  VERT ORDER  -  SECOND    CLASS 0
 FQ0191
 FQ0191.The horizontal coordinates were established by classical geodetic methods
 FQ0191.and adjusted by the National Geodetic Survey in August 1993.
 FQ0191
 FQ0191.The orthometric height was determined by differential leveling
 FQ0191.and adjusted in June 1991.
 FQ0191
 FQ0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0191
 FQ0191.The geoid height was determined by GEOID03.
 FQ0191
 FQ0191.The dynamic height is computed by dividing the NAVD 88
 FQ0191.geopotential number by the normal gravity value computed on the
 FQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0191.degrees latitude (g = 980.6199 gals.).
 FQ0191
 FQ0191.The modeled gravity was interpolated from observed gravity values.
 FQ0191
 FQ0191;                    North         East     Units Scale Factor Converg.
 FQ0191;SPC AZ C     -   465,651.425   259,722.212   MT  0.99992648   +0 17 36.5
 FQ0191;SPC AZ C     - 1,527,727.77    852,106.99   iFT  0.99992648   +0 17 36.5
 FQ0191;UTM  12      - 3,895,070.994   462,902.579   MT  0.99961696   -0 14 05.6
 FQ0191
 FQ0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0191!SPC AZ C     -   0.99968935  x   0.99992648  =   0.99961585
 FQ0191!UTM  12      -   0.99968935  x   0.99961696  =   0.99930643
 FQ0191
 FQ0191:                Primary Azimuth Mark                     Grid Az
 FQ0191:SPC AZ C     -  SUNSHINE ATT MICROWAVE TOWER             104 36 58.6
 FQ0191:UTM  12      -  SUNSHINE ATT MICROWAVE TOWER             105 08 40.7
 FQ0191
 FQ0191|---------------------------------------------------------------------|
 FQ0191| PID    Reference Object                     Distance      Geod. Az  |
 FQ0191|                                                           dddmmss.s |
 FQ0191| FQ0596 SUNSHINE ATT MICROWAVE TOWER        APPROX.35.2 KM 1045435.1 |
 FQ0191| FQ0599 LOCKE RM 2                          APPROX.36.7 KM 1062912.1 |
 FQ0191| CH4595 WINONA RM 1                          10.673 METERS 21513     |
 FQ0191| FQ0190 WINONA RM 2                          16.058 METERS 33820     |
 FQ0191|---------------------------------------------------------------------|
 FQ0191
 FQ0191                          SUPERSEDED SURVEY CONTROL
 FQ0191
 FQ0191  NAD 83(1986)-  35 11 52.60194(N)    111 24 27.08159(W) AD(       ) 2
 FQ0191  NAD 27      -  35 11 52.56180(N)    111 24 24.52040(W) AD(       ) 2
 FQ0191  NGVD 29 (??/??/92) 2002.314  (m)         6569.26   (f) ADJ UNCH    2 0
 FQ0191
 FQ0191.Superseded values are not recommended for survey control.
 FQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0191.See file dsdata.txt to determine how the superseded data were derived.
 FQ0191
 FQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6290395071(NAD 83)
 FQ0191_MARKER: DS = TRIANGULATION STATION DISK
 FQ0191_SETTING: 80 = SET IN A BOULDER
 FQ0191_SP_SET: BOULDER
 FQ0191_STAMPING: WINONA 1958
 FQ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0191+STABILITY: SURFACE MOTION
 FQ0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0191+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2009
 FQ0191
 FQ0191  HISTORY     - Date     Condition        Report By
 FQ0191  HISTORY     - 1958     MONUMENTED       CGS
 FQ0191  HISTORY     - 1958     GOOD             CGS
 FQ0191  HISTORY     - 1967     SEE DESCRIPTION  USGS
 FQ0191  HISTORY     - 1969     SEE DESCRIPTION  AZHD
 FQ0191  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0191  HISTORY     - 20090125 GOOD             INDIV
 FQ0191
 FQ0191                          STATION DESCRIPTION
 FQ0191
 FQ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0191'THE STATION IS ON THE APEX OF A ROUND TOP, LAVA HILL, ABOUT
 FQ0191'14 MILES EAST OF FLAGSTAFF AND JUST SOUTH OF WINONA AND U.S.
 FQ0191'HIGHWAY 66.
 FQ0191'
 FQ0191'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0191'FLAGSTAFF, GO EAST ON U.S.-HIGHWAY 66 FOR 14.4 MILES TO A
 FQ0191'TEXACO SERVICE STATION AND A CAFE ON THE LEFT, NORTH AT
 FQ0191'WINONA.  CONTINUE EAST ON THE HIGHWAY ABOUT 200 YARDS TO
 FQ0191'TRACK ROAD ON THE RIGHT, SOUTH, AND A STOCK GUARD.  TURN RIGHT
 FQ0191'CROSSING THE STOCK GUARD, THEN WEST, SOUTH AND THEN EAST TO
 FQ0191'THE BASE OF THE HILL ON THE SOUTH SIDE.  HERE TURN LEFT AND
 FQ0191'DRIVE NORTH UP THE HILL TO THE TOP AND THE STATION.
 FQ0191'
 FQ0191'THE STATION IS A STANDARD DISK, STAMPED WINONA 1958, CEMENTED
 FQ0191'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 16 INCHES.
 FQ0191'
 FQ0191'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WINONA NO 1 1958,
 FQ0191'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 FQ0191'
 FQ0191'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WINONA NO 2 1958,
 FQ0191'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 FQ0191
 FQ0191                          STATION RECOVERY (1958)
 FQ0191
 FQ0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0191'14.4 MI E FROM FLAGSTAFF.
 FQ0191'14.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0191'IN FLAGSTAFF, ABOUT 0.1 MILE EAST OF A TEXACO SERVICE STATION AND CAFE
 FQ0191'TO A CATTLE GUARD AND A TRACK ROAD ON THE SOUTH SIDE OF THE HIGHWAY.
 FQ0191'FROM HERE GO SOUTH ABOUT 0.25 MILE TO THE TOP OF A VERY STEEP HILL.
 FQ0191'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 FQ0191'THAT PROJECTS 16 INCHES.
 FQ0191
 FQ0191                          STATION RECOVERY (1967)
 FQ0191
 FQ0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FQ0191'STATION DESTROYED.
 FQ0191'
 FQ0191'THE LITE STAND WAS FOUND AND AT THE FOOT OF THE LITE STAND
 FQ0191'WAS THE LARGE SQUARE LAVA BOULDER OVERTURNED AND BROKEN.  AT
 FQ0191'A FRACTURE ONE COULD SEE THE EMPTY DRILL HOLE WHICH FORMERLY
 FQ0191'HELD THE TABLET AND OTHER BITS OF CEMENT MATERIAL WITH THE
 FQ0191'UNMISTAKABLE IMPRESSION OF THE BOTTOM OF THE TABLET LYING BENEATH
 FQ0191'THE BOULDER.
 FQ0191'
 FQ0191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE SANTA
 FQ0191'FE RR DEPOT IN FLAGSTAFF, GO E ON U.S. 66 FOR 14.4 MI TO
 FQ0191'TEXACO SERV STA AND CAFE ON LEFT (N) AT WINONA.
 FQ0191
 FQ0191                          STATION RECOVERY (1969)
 FQ0191
 FQ0191'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (ARD)
 FQ0191'GENERAL LOCATION EXISTING DESCRIPTION IS ADEQUATE HOWEVER
 FQ0191'STATION MARK HAS BEEN MALICIOUSLY DESTROYED.
 FQ0191'
 FQ0191'STATION MARK DESTROYED (R.M. 2 WAS TARGETED)
 FQ0191'
 FQ0191'REFERENCE MARKS R.M. 1 AND R.M. 2 ARE IN AND GOOD.
 FQ0191'
 FQ0191'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0191
 FQ0191                          STATION RECOVERY (1983)
 FQ0191
 FQ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0191'MARK NOT FOUND.
 FQ0191
 FQ0191                          STATION RECOVERY (2009)
 FQ0191
 FQ0191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAF)
 FQ0191'STANDARD DISK, STAMPED WINONA, CEMENTED IN BOULDER FLUSH WITH SURFACE
 FQ0191'OF GROUND. REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WINONA NO 2
 FQ0191'1958, CEMENTED IN A BOULDER THAT PROJECTS 3 INCHES. GPS POSITION
 FQ0191'WITHIN 0.07 M OF RECORD LOCATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0190 ***********************************************************************
 FQ0190  DESIGNATION -  WINONA RM 2
 FQ0190  PID         -  FQ0190
 FQ0190  STATE/COUNTY-  AZ/COCONINO
 FQ0190  USGS QUAD   -  WINONA (1974)
 FQ0190
 FQ0190                         *CURRENT SURVEY CONTROL
 FQ0190  ___________________________________________________________________
 FQ0190* NAD 83(1986)-  35 11 56.     (N)    111 24 28.     (W)     SCALED    
 FQ0190* NAVD 88     -      2003.503  (meters)    6573.16   (feet)  ADJUSTED  
 FQ0190  ___________________________________________________________________
 FQ0190  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 FQ0190  DYNAMIC HT  -        2000.714 (meters)    6564.01  (feet)  COMP
 FQ0190  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 FQ0190
 FQ0190  VERT ORDER  -  SECOND    CLASS 0
 FQ0190
 FQ0190.The horizontal coordinates were scaled from a topographic map and have
 FQ0190.an estimated accuracy of +/- 6 seconds.
 FQ0190
 FQ0190.The orthometric height was determined by differential leveling
 FQ0190.and adjusted in June 1991.
 FQ0190
 FQ0190.The geoid height was determined by GEOID03.
 FQ0190
 FQ0190.The dynamic height is computed by dividing the NAVD 88
 FQ0190.geopotential number by the normal gravity value computed on the
 FQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0190.degrees latitude (g = 980.6199 gals.).
 FQ0190
 FQ0190.The modeled gravity was interpolated from observed gravity values.
 FQ0190
 FQ0190;                    North         East    Units  Estimated Accuracy
 FQ0190;SPC AZ C     -   465,760.      259,700.      MT  (+/- 180 meters Scaled)
 FQ0190
 FQ0190                          SUPERSEDED SURVEY CONTROL
 FQ0190
 FQ0190  NGVD 29 (??/??/92) 2002.534  (m)         6569.98   (f) ADJ UNCH    2 0
 FQ0190
 FQ0190.Superseded values are not recommended for survey control.
 FQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0190.See file dsdata.txt to determine how the superseded data were derived.
 FQ0190
 FQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD628951(NAD 83)
 FQ0190_MARKER: DR = REFERENCE MARK DISK
 FQ0190_SETTING: 80 = SET IN A BOULDER
 FQ0190_SP_SET: BOULDER
 FQ0190_STAMPING: WINONA NO 2 1958
 FQ0190_MARK LOGO: CGS   
 FQ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0190+STABILITY: SURFACE MOTION
 FQ0190
 FQ0190  HISTORY     - Date     Condition        Report By
 FQ0190  HISTORY     - 1958     MONUMENTED       CGS
 FQ0190  HISTORY     - 1983     GOOD             NGS
 FQ0190
 FQ0190                          STATION DESCRIPTION
 FQ0190
 FQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0190'14.4 MI E FROM FLAGSTAFF.
 FQ0190'14.4 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0190'IN FLAGSTAFF, ABOUT 0.1 MILE EAST OF A TEXACO SERVICE STATION AND CAFE
 FQ0190'TO A CATTLE GUARD AND A TRACK ROAD ON THE SOUTH SIDE OF THE HIGHWAY.
 FQ0190'FROM HERE GO SOUTH ABOUT 0.25 MILE TO THE TOP OF A VERY STEEP HILL, 52
 FQ0190'FEET NORTHWEST OF THE TRIANGULATION STATION, CEMENTED IN A DRILL HOLE
 FQ0190'IN A BOULDER THAT PROJECTS 8 INCHES.
 FQ0190
 FQ0190                          STATION RECOVERY (1983)
 FQ0190
 FQ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0747 ***********************************************************************
 FQ0747  DESIGNATION -  WINSLOW AT SF RR PWRHSE STACK
 FQ0747  PID         -  FQ0747
 FQ0747  STATE/COUNTY-  AZ/NAVAJO
 FQ0747  USGS QUAD   -  WINSLOW (1986)
 FQ0747
 FQ0747                         *CURRENT SURVEY CONTROL
 FQ0747  ___________________________________________________________________
 FQ0747* NAD 83(1992)-  35 01 15.94439(N)    110 41 38.40578(W)     ADJUSTED  
 FQ0747* NAVD 88     -              **(meters)            **(feet)            
 FQ0747  ___________________________________________________________________
 FQ0747  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FQ0747  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0747  HORZ ORDER  -  THIRD
 FQ0747
 FQ0747.The horizontal coordinates were established by classical geodetic methods
 FQ0747.and adjusted by the National Geodetic Survey in August 1993.
 FQ0747
 FQ0747
 FQ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0747
 FQ0747.The geoid height was determined by GEOID03.
 FQ0747
 FQ0747;                    North         East     Units Scale Factor Converg.
 FQ0747;SPC AZ E     -   446,041.441   165,237.496   MT  0.99992853   -0 18 09.5
 FQ0747;SPC AZ E     - 1,463,390.55    542,117.77   iFT  0.99992853   -0 18 09.5
 FQ0747;SPC AZ C     -   446,597.621   324,937.959   MT  1.00005339   +0 42 06.2
 FQ0747;SPC AZ C     - 1,465,215.29  1,066,069.42   iFT  1.00005339   +0 42 06.2
 FQ0747;UTM  12      - 3,875,425.277   527,915.737   MT  0.99960960   +0 10 32.2
 FQ0747
 FQ0747                          SUPERSEDED SURVEY CONTROL
 FQ0747
 FQ0747  NAD 83(1986)-  35 01 15.93928(N)    110 41 38.41104(W) AD(       ) 4
 FQ0747  NAD 27      -  35 01 15.86300(N)    110 41 35.92900(W) AD(       ) 3
 FQ0747
 FQ0747.Superseded values are not recommended for survey control.
 FQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0747.See file dsdata.txt to determine how the superseded data were derived.
 FQ0747
 FQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2791675425(NAD 83)
 FQ0747_MARKER: 63 = STACK
 FQ0747
 FQ0747  HISTORY     - Date     Condition        Report By
 FQ0747  HISTORY     - 1936     FIRST OBSERVED   CGS
 FQ0747  HISTORY     - 1953     GOOD             CGS
 FQ0747  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0747
 FQ0747                          STATION DESCRIPTION
 FQ0747
 FQ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 FQ0747'ACCORDING TO OFFICIALS OF THE A.T. AND S.F. RAILROAD, THE
 FQ0747'STACK IS IN ITS ORIGINAL POSITION.  A COMPLETE DESCRIPTION
 FQ0747'FOLLOWS--
 FQ0747'
 FQ0747'STATION IS LOCATED IN THE E PART OF WINSLOW, AT THE A.T. AND
 FQ0747'S.F. RAILROAD POWERHOUSE, KNOWN AS THE HARVEY HOUSE.  IT IS
 FQ0747'ABOUT 200 FT. E OF THE LA POSADO HOTEL, 150 FT. S OF U.S.
 FQ0747'HIGHWAY 66, AND NEAR THE SE CORNER OF THE POWERHOUSE.  IT IS
 FQ0747'A CREAM COLORED CONCRETE STACK, 148 FT. HIGH.
 FQ0747
 FQ0747                          STATION RECOVERY (2003)
 FQ0747
 FQ0747'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0747'STACK HAS BEEN REMOVED. PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0746 ***********************************************************************
 FQ0746  DESIGNATION -  WINSLOW ICEPLANT LONE STACK
 FQ0746  PID         -  FQ0746
 FQ0746  STATE/COUNTY-  AZ/NAVAJO
 FQ0746  USGS QUAD   -  WINSLOW (1986)
 FQ0746
 FQ0746                         *CURRENT SURVEY CONTROL
 FQ0746  ___________________________________________________________________
 FQ0746* NAD 83(1992)-  35 01 31.27019(N)    110 42 25.49545(W)     ADJUSTED  
 FQ0746* NAVD 88     -              **(meters)            **(feet)            
 FQ0746  ___________________________________________________________________
 FQ0746  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FQ0746  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0746  HORZ ORDER  -  THIRD
 FQ0746
 FQ0746.The horizontal coordinates were established by classical geodetic methods
 FQ0746.and adjusted by the National Geodetic Survey in August 1993.
 FQ0746
 FQ0746
 FQ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0746
 FQ0746.The geoid height was determined by GEOID03.
 FQ0746
 FQ0746;                    North         East     Units Scale Factor Converg.
 FQ0746;SPC AZ E     -   446,520.078   164,046.368   MT  0.99992996   -0 18 36.6
 FQ0746;SPC AZ E     - 1,464,960.89    538,209.87   iFT  0.99992996   -0 18 36.6
 FQ0746;SPC AZ C     -   447,055.361   323,738.478   MT  1.00005011   +0 41 39.5
 FQ0746;SPC AZ C     - 1,466,717.06  1,062,134.11   iFT  1.00005011   +0 41 39.5
 FQ0746;UTM  12      - 3,875,893.805   526,721.039   MT  0.99960880   +0 10 05.2
 FQ0746
 FQ0746                          SUPERSEDED SURVEY CONTROL
 FQ0746
 FQ0746  NAD 83(1986)-  35 01 31.26366(N)    110 42 25.49778(W) AD(       ) 4
 FQ0746  NAD 27      -  35 01 31.18000(N)    110 42 23.02000(W) AD(       ) 3
 FQ0746
 FQ0746.Superseded values are not recommended for survey control.
 FQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0746.See file dsdata.txt to determine how the superseded data were derived.
 FQ0746
 FQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2672175894(NAD 83)
 FQ0746_MARKER: 63 = STACK
 FQ0746
 FQ0746  HISTORY     - Date     Condition        Report By
 FQ0746  HISTORY     - 1920     FIRST OBSERVED   CGS
 FQ0746
 FQ0746                          STATION DESCRIPTION
 FQ0746
 FQ0746'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0075 ***********************************************************************
 FQ0075  DESIGNATION -  WINSLOW RESET
 FQ0075  PID         -  FQ0075
 FQ0075  STATE/COUNTY-  AZ/NAVAJO
 FQ0075  USGS QUAD   -  WINSLOW (1986)
 FQ0075
 FQ0075                         *CURRENT SURVEY CONTROL
 FQ0075  ___________________________________________________________________
 FQ0075* NAD 83(2007)-  35 02 25.85149(N)    110 44 45.12780(W)     ADJUSTED  
 FQ0075* NAVD 88     -      1512.512  (meters)    4962.30   (feet)  ADJUSTED  
 FQ0075  ___________________________________________________________________
 FQ0075  EPOCH DATE  -        2007.00
 FQ0075  X           -  -1,852,258.671 (meters)                     COMP
 FQ0075  Y           -  -4,890,017.369 (meters)                     COMP
 FQ0075  Z           -   3,642,402.387 (meters)                     COMP
 FQ0075  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FQ0075  ELLIP HEIGHT-        1488.362 (meters)          (02/10/07) ADJUSTED
 FQ0075  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0075  DYNAMIC HT  -        1510.519 (meters)    4955.76  (feet)  COMP
 FQ0075
 FQ0075  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0075  Type    PID    Designation                      North   East  Ellip
 FQ0075  -------------------------------------------------------------------
 FQ0075  NETWORK FQ0075 WINSLOW RESET                     0.92   0.84   1.92
 FQ0075  -------------------------------------------------------------------
 FQ0075  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 FQ0075
 FQ0075  VERT ORDER  -  FIRST     CLASS II
 FQ0075
 FQ0075.The horizontal coordinates were established by GPS observations
 FQ0075.and adjusted by the National Geodetic Survey in February 2007.
 FQ0075
 FQ0075.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0075.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0075.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0075.The epoch date for horizontal control is a decimal equivalence
 FQ0075.of Year/Month/Day.
 FQ0075
 FQ0075.The orthometric height was determined by differential leveling
 FQ0075.and adjusted in June 1991.
 FQ0075
 FQ0075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0075
 FQ0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0075
 FQ0075.The ellipsoidal height was determined by GPS observations
 FQ0075.and is referenced to NAD 83.
 FQ0075
 FQ0075.The geoid height was determined by GEOID03.
 FQ0075
 FQ0075.The dynamic height is computed by dividing the NAVD 88
 FQ0075.geopotential number by the normal gravity value computed on the
 FQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0075.degrees latitude (g = 980.6199 gals.).
 FQ0075
 FQ0075.The modeled gravity was interpolated from observed gravity values.
 FQ0075
 FQ0075;                    North         East     Units Scale Factor Converg.
 FQ0075;SPC AZ E     -   448,221.820   160,516.744   MT  0.99993440   -0 19 57.2
 FQ0075;SPC AZ E     - 1,470,544.03    526,629.74   iFT  0.99993440   -0 19 57.2
 FQ0075;UTM  12      - 3,877,565.475   523,178.480   MT  0.99960662   +0 08 45.3
 FQ0075
 FQ0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0075!SPC AZ E     -   0.99976643  x   0.99993440  =   0.99970085
 FQ0075!UTM  12      -   0.99976643  x   0.99960662  =   0.99937314
 FQ0075
 FQ0075:                Primary Azimuth Mark                     Grid Az
 FQ0075:SPC AZ E     -  RNG WINSLOW RADIO INW                    048 09 45.9
 FQ0075:UTM  12      -  RNG WINSLOW RADIO INW                    047 41 03.4
 FQ0075
 FQ0075|---------------------------------------------------------------------|
 FQ0075| PID    Reference Object                     Distance      Geod. Az  |
 FQ0075|                                                           dddmmss.s |
 FQ0075| FQ0743 RNG WINSLOW RADIO INW               APPROX. 1.8 KM 0474948.7 |
 FQ0075| FQ0076 WINSLOW RM 1                         10.677 METERS 10903     |
 FQ0075| FQ0750 WINSLOW RADIO STA KVNC N MAST       APPROX. 7.3 KM 1122604.1 |
 FQ0075| FQ0749 WINSLOW RADIO STA KVNC S MAST       APPROX. 7.3 KM 1133943.7 |
 FQ0075| ES1104 SALT                                APPROX. 8.3 KM 1723729.5 |
 FQ0075| FQ0073 WINSLOW RM 2                         10.821 METERS 24917     |
 FQ0075| FQ0754 WINSLOW AF STA RADAR DOME           APPROX. 8.9 KM 2990637.7 |
 FQ0075|---------------------------------------------------------------------|
 FQ0075
 FQ0075                          SUPERSEDED SURVEY CONTROL
 FQ0075
 FQ0075  ELLIP H (08/22/01) 1488.371  (m)                       GP(       ) 4 1
 FQ0075  ELLIP H (12/16/97) 1488.426  (m)                       GP(       ) 4 1
 FQ0075  NAD 83(1992)-  35 02 25.85131(N)    110 44 45.12985(W) AD(       ) 2
 FQ0075  NAD 83(1986)-  35 02 25.84563(N)    110 44 45.13316(W) AD(       ) 2
 FQ0075  NAVD 88 (12/16/97) 1512.51   (m)         4962.3    (f) LEVELING    3  
 FQ0075  NGVD 29 (??/??/??) 1511.79   (m)         4959.9    (f) RESET       3  
 FQ0075
 FQ0075.Superseded values are not recommended for survey control.
 FQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0075.See file dsdata.txt to determine how the superseded data were derived.
 FQ0075
 FQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2317877565(NAD 83)
 FQ0075_MARKER: DS = TRIANGULATION STATION DISK
 FQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0075_STAMPING: WINSLOW RESET 1958
 FQ0075_MARK LOGO: CGS   
 FQ0075_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0075+STABILITY: SURFACE MOTION
 FQ0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0075+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FQ0075
 FQ0075  HISTORY     - Date     Condition        Report By
 FQ0075  HISTORY     - 1964     MONUMENTED       AZHD
 FQ0075  HISTORY     - 1964     SEE DESCRIPTION  AZHD
 FQ0075  HISTORY     - 1967     GOOD             USA
 FQ0075  HISTORY     - 1968     GOOD             CGS
 FQ0075  HISTORY     - 1971     SEE DESCRIPTION  AZHD
 FQ0075  HISTORY     - 1982     GOOD             NGS
 FQ0075  HISTORY     - 1983     GOOD             NGS
 FQ0075  HISTORY     - 19951128 GOOD             USPSQD
 FQ0075  HISTORY     - 19970528 GOOD             NGS
 FQ0075  HISTORY     - 20030730 GOOD             USPSQD
 FQ0075
 FQ0075                          STATION DESCRIPTION
 FQ0075
 FQ0075'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 FQ0075'3.0 MI W FROM WINSLOW.
 FQ0075'ABOUT 3.0 MI. W. ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT
 FQ0075'WINSLOW 0.5 MI. E. OF THE COCONINO NAVAJO COUNTY LINE, 250 FEET S. OF
 FQ0075'THE CENTER LINE OF HIGHWAY 66, ON THE RIGHT-OF-WAY OF THE SANTA FE
 FQ0075'RAILROAD, 11 FEET SW. OF A WITNESS POST, 7 FEET S. OF A FENCE, AND SET
 FQ0075'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FQ0075
 FQ0075                          STATION RECOVERY (1964)
 FQ0075
 FQ0075'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1964
 FQ0075'LETTER OF ARIZONA HIGHWAY DEPT. DATED SEPT. 10, 1964--
 FQ0075'
 FQ0075'THE STATION SURFACE MARK WAS FOUND TIPPED OVER DUE TO
 FQ0075'CONSTRUCTION ALONG THE RAILROAD.  THE UNDERGROUND MARK WAS
 FQ0075'RECOVERED AND FOUND UNDISTURBED.  THE SURFACE MARK WAS RESET
 FQ0075'OVER THE UNDERGROUND MARK AND STAMPED RESET 1958.
 FQ0075'
 FQ0075'REFERENCE MARK 1 WAS NOT DISTURBED, BUT REFERENCE MARK 2 APPEARED
 FQ0075'TO HAVE HAD TRACKED EQUIPMENT DRIVEN OVER IT.
 FQ0075'
 FQ0075'A NEW ELEVATION WAS DETERMINED BY THE ARIZONA HIGHWAY DEPT.
 FQ0075
 FQ0075                          STATION RECOVERY (1967)
 FQ0075
 FQ0075'RECOVERY NOTE BY US ARMY 1967 (EMB)
 FQ0075'WINSLOW RESET 1958-GOOD FD STD. USC AND GS BRASS DISK SET
 FQ0075'IN 12 IN CONC POST.
 FQ0075'
 FQ0075'WINSLOW 1 1958-GOOD FD STD. USC AND GS BRASS DISK SET IN 12 IN
 FQ0075'CONC POST.
 FQ0075'
 FQ0075'WINSLOW 2 1958-EVIDENTLY HAS BEEN HIT AND MOVED SLIGHTLY.
 FQ0075'
 FQ0075'MEAS. DIST. STA. TO R.M. 1 = 34.99 FT (REC=35.03 FT)
 FQ0075'
 FQ0075'MEAS. DIST. STA. TO R.M. 2 = 35.57 FT (REC=35.50 FT)
 FQ0075'
 FQ0075'TO REACH STATION FROM POST OFFICE AT WINSLOW, ARIZ GO WEST
 FQ0075'ALONG 3RD STREET (OR U.S. 66) 3.1 MILES TO APPROX. MIDDLE OF A CUT
 FQ0075'IN ROADWAY.  STATION IS S. 250 FT FROM HWY 66, 7 FT S OF R/W
 FQ0075'FENCE ON SFRR PROP. AND IS WITNESSED BY A GREEN STEEL FENCE
 FQ0075'POST WITH A STD. USC AND GS SURVEY MARKER SIGN 6 FT FROM STATION.
 FQ0075'STATION IS NOT MARKED RESET 1964 PER RECOVERY LETTER FROM
 FQ0075'ARIZ. HIGHWAY DEPARTMENT.
 FQ0075
 FQ0075                          STATION RECOVERY (1968)
 FQ0075
 FQ0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 FQ0075'RECOVERED AS DESCRIBED BY J.J. CAIN, 1964 AND LETTER OF
 FQ0075'ARIZONA HIGHWAY DEPARTMENT DATED 10 SEPT. 1965.
 FQ0075'
 FQ0075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 FQ0075'WINSLOW.
 FQ0075
 FQ0075                          STATION RECOVERY (1971)
 FQ0075
 FQ0075'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0075'GENERAL LOCATION BETWEEN THE SANTA FE RAILROAD AND U.S. 66 ON
 FQ0075'THE WEST SIDE OF THE TOWN OF WINSLOW.  TO REACH FROM MILEPOST
 FQ0075'251, U.S. 66, WESTERLY ON 66 FOR 0.5 MILES, REVERSE DIRECTION,
 FQ0075'BACK TO THE EAST BETWEEN THE HIGHWAY AND THE RAILROAD FOR
 FQ0075'0.2 MILES AND TO THE STATION, LOCATED ABOUT 5 FT SOUTHEAST OF A
 FQ0075'USC AND GS WITNESS POST, 7 FT SOUTH OF A FENCE, AND 45 FT NORTH
 FQ0075'OF A BANK OVERLOOKING THE RAILROAD.  THE STATION IS A STANDARD
 FQ0075'USC AND GS TRIANGULATION BRASS CAP, SET IN A 12 IN CYLINDRICAL
 FQ0075'CONCRETE POST, UP 0.4 FT AND STAMPED, WINSLOW RESET 1958.
 FQ0075'R.M. 1 IS ABOUT 35 FT SOUTHEAST OF THE STATION, IS 3 FT SOUTH OF
 FQ0075'A FENCE LINE, SET IN A 12 IN CYLINDRICAL CONCRETE POST, UP
 FQ0075'0.05 FT, AND STAMPED, WINSLOW NO 1 1958.  R.M. 2 IS, AS IS
 FQ0075'R.M. 1, A STANDARD USC AND GS REFERENCE MARK BRASS CAP, SET IN
 FQ0075'A 12 IN CYLINDRICAL CONCRETE POST, UP 0.8 FT, LOCATED ABOUT
 FQ0075'35 FT WESTERLY OF THE MAIN STATION AND ABOUT 3 FT NORTH
 FQ0075'OF THE CENTER OF THE TELEPHONE LINE.  IT IS STAMPED,
 FQ0075'WINSLOW NO 2 1958.
 FQ0075
 FQ0075                          STATION RECOVERY (1982)
 FQ0075
 FQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 FQ0075'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  TO
 FQ0075'REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST ON 3RD
 FQ0075'ST. FOR 3.0 MILES.  TURN LEFT OFF ROAD JUST PRIOR TO REACHING THE
 FQ0075'RAILROAD OVERPASS.  FOLLOW THIS DIRT ACCESS ROAD UNDER THE
 FQ0075'OVERPASS.  FROM THE OVERPASS (UNDERNEATH) CONTINUE ON THE DIRT ROAD
 FQ0075'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FQ0075'
 FQ0075'THE STATION MARK, STAMPED WINSLOW RESET 1958, IS A STANDARD DISK SET
 FQ0075'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 3 INCHES
 FQ0075'ABOVE GROUND LEVEL.  IT IS 6 FEET SE OF A WITNESS SIGN POST.
 FQ0075'
 FQ0075'REFERENCE MARK NO. 1, STAMPED WINSLOW NO 1 1958 IS A STANDARD DISK
 FQ0075'SET IN THE TOP OF A ROUND MONUMENT THAT PROJECTS 2 INCHES.  IT IS 39
 FQ0075'FEET EAST OF THE WITNESS SIGN POST.
 FQ0075'
 FQ0075'REFERENCE MARK NO. 2, STAMPED WINSLOW NO 2 1958 IS A STANDARD DISK
 FQ0075'SET IN THE TOP OF A ROUND MONUMENT THAT PROJECTS 10 INCHES.  IT IS
 FQ0075'36 FEET SSW OF THE WITNESS POST, AND 11.8 FEET ENE OF A POWER POLE.
 FQ0075'
 FQ0075'ALSO BMS.
 FQ0075'
 FQ0075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WEST
 FQ0075'OF WINSLOW.
 FQ0075
 FQ0075                          STATION RECOVERY (1983)
 FQ0075
 FQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0075'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1 MI)
 FQ0075'WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0075'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 251,
 FQ0075'76.2 METERS (250.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 FQ0075'LANES OF THE HIGHWAY, 11.3 METERS (37.1 FT) NORTHEAST OF A UTILITY
 FQ0075'POLE AND 10.7 METERS (35.1 FT) NORTHWEST OF REFERENCE MARK 1.
 FQ0075'THE MARK IS 3.4 METERS  SW FROM A WITNESS POST.
 FQ0075'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 FQ0075
 FQ0075                          STATION RECOVERY (1995)
 FQ0075
 FQ0075'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0075'RECOVERED IN GOOD CONDITION.
 FQ0075
 FQ0075                          STATION RECOVERY (1997)
 FQ0075
 FQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 FQ0075'RECOVERED IN GOOD CONDITION AS PER 1982 DESCRIPTION WITH 1983 TIES
 FQ0075'WITH NOTE.  THE STATION IS LOCATED AT A.T.  AND S.F.  RAILROAD
 FQ0075'MILEPOST 288.6.
 FQ0075
 FQ0075                          STATION RECOVERY (2003)
 FQ0075
 FQ0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0076 ***********************************************************************
 FQ0076  DESIGNATION -  WINSLOW RM 1
 FQ0076  PID         -  FQ0076
 FQ0076  STATE/COUNTY-  AZ/NAVAJO
 FQ0076  USGS QUAD   -  WINSLOW (1986)
 FQ0076
 FQ0076                         *CURRENT SURVEY CONTROL
 FQ0076  ___________________________________________________________________
 FQ0076* NAD 83(1986)-  35 02 25.     (N)    110 44 44.     (W)     SCALED    
 FQ0076* NAVD 88     -      1511.961  (meters)    4960.49   (feet)  ADJUSTED  
 FQ0076  ___________________________________________________________________
 FQ0076  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0076  DYNAMIC HT  -        1509.968 (meters)    4953.95  (feet)  COMP
 FQ0076  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 FQ0076
 FQ0076  VERT ORDER  -  SECOND    CLASS 0
 FQ0076
 FQ0076.The horizontal coordinates were scaled from a topographic map and have
 FQ0076.an estimated accuracy of +/- 6 seconds.
 FQ0076
 FQ0076.The orthometric height was determined by differential leveling
 FQ0076.and adjusted in June 1991.
 FQ0076
 FQ0076.The geoid height was determined by GEOID03.
 FQ0076
 FQ0076.The dynamic height is computed by dividing the NAVD 88
 FQ0076.geopotential number by the normal gravity value computed on the
 FQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0076.degrees latitude (g = 980.6199 gals.).
 FQ0076
 FQ0076.The modeled gravity was interpolated from observed gravity values.
 FQ0076
 FQ0076;                    North         East    Units  Estimated Accuracy
 FQ0076;SPC AZ E     -   448,200.      160,550.      MT  (+/- 180 meters Scaled)
 FQ0076
 FQ0076                          SUPERSEDED SURVEY CONTROL
 FQ0076
 FQ0076  NGVD 29 (??/??/92) 1511.220  (m)         4958.06   (f) ADJ UNCH    2 0
 FQ0076
 FQ0076.Superseded values are not recommended for survey control.
 FQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0076.See file dsdata.txt to determine how the superseded data were derived.
 FQ0076
 FQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD232775(NAD 83)
 FQ0076_MARKER: DR = REFERENCE MARK DISK
 FQ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0076_STAMPING: WINSLOW NO 1 1958
 FQ0076_MARK LOGO: CGS   
 FQ0076_PROJECTION: PROJECTING 10 CENTIMETERS
 FQ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0076+STABILITY: SURFACE MOTION
 FQ0076
 FQ0076  HISTORY     - Date     Condition        Report By
 FQ0076  HISTORY     - 1958     MONUMENTED       CGS
 FQ0076  HISTORY     - 1964     GOOD             NGS
 FQ0076  HISTORY     - 1983     GOOD             NGS
 FQ0076  HISTORY     - 19951128 GOOD             USPSQD
 FQ0076  HISTORY     - 20030730 GOOD             USPSQD
 FQ0076
 FQ0076                          STATION DESCRIPTION
 FQ0076
 FQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0076'3.0 MI W FROM WINSLOW.
 FQ0076'3.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0076'0.5 MILE EAST OF THE COCONINO-NAVAJO COUNTY LINE, 26 FEET EAST OF THE
 FQ0076'WITNESS POST, 2 FEET SOUTH OF THE FENCE, SET IN THE TOP OF A 12 INCH
 FQ0076'ROUND CONCRETE POST THAT PROJECTS 2 INCHES.
 FQ0076
 FQ0076                          STATION RECOVERY (1964)
 FQ0076
 FQ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FQ0076'RECOVERED IN GOOD CONDITION.
 FQ0076
 FQ0076                          STATION RECOVERY (1983)
 FQ0076
 FQ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0076'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1 MI)
 FQ0076'WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0076'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 251,
 FQ0076'86.9 METERS (285.1 FT) SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND
 FQ0076'LANES OF THE HIGHWAY AND 10.7 METERS (35.1 FT) SOUTHEAST OF THE
 FQ0076'STATION MARK.
 FQ0076'THE MARK IS 8.0 METERS  E FROM A WITNESS POST.
 FQ0076'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 FQ0076
 FQ0076                          STATION RECOVERY (1995)
 FQ0076
 FQ0076'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0076'RECOVERED IN GOOD CONDITION.
 FQ0076
 FQ0076                          STATION RECOVERY (2003)
 FQ0076
 FQ0076'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0073 ***********************************************************************
 FQ0073  DESIGNATION -  WINSLOW RM 2
 FQ0073  PID         -  FQ0073
 FQ0073  STATE/COUNTY-  AZ/NAVAJO
 FQ0073  USGS QUAD   -  WINSLOW (1986)
 FQ0073
 FQ0073                         *CURRENT SURVEY CONTROL
 FQ0073  ___________________________________________________________________
 FQ0073* NAD 83(1986)-  35 02 25.     (N)    110 44 46.     (W)     SCALED    
 FQ0073* NAVD 88     -      1512.764  (meters)    4963.13   (feet)  ADJUSTED  
 FQ0073  ___________________________________________________________________
 FQ0073  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0073  DYNAMIC HT  -        1510.769 (meters)    4956.58  (feet)  COMP
 FQ0073  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 FQ0073
 FQ0073  VERT ORDER  -  SECOND    CLASS 0
 FQ0073
 FQ0073.The horizontal coordinates were scaled from a topographic map and have
 FQ0073.an estimated accuracy of +/- 6 seconds.
 FQ0073
 FQ0073.The orthometric height was determined by differential leveling
 FQ0073.and adjusted in June 1991.
 FQ0073
 FQ0073.The geoid height was determined by GEOID03.
 FQ0073
 FQ0073.The dynamic height is computed by dividing the NAVD 88
 FQ0073.geopotential number by the normal gravity value computed on the
 FQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0073.degrees latitude (g = 980.6199 gals.).
 FQ0073
 FQ0073.The modeled gravity was interpolated from observed gravity values.
 FQ0073
 FQ0073;                    North         East    Units  Estimated Accuracy
 FQ0073;SPC AZ E     -   448,200.      160,490.      MT  (+/- 180 meters Scaled)
 FQ0073
 FQ0073                          SUPERSEDED SURVEY CONTROL
 FQ0073
 FQ0073  NGVD 29 (??/??/92) 1512.023  (m)         4960.70   (f) ADJ UNCH    2 0
 FQ0073
 FQ0073.Superseded values are not recommended for survey control.
 FQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0073.See file dsdata.txt to determine how the superseded data were derived.
 FQ0073
 FQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD231775(NAD 83)
 FQ0073_MARKER: DR = REFERENCE MARK DISK
 FQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0073_STAMPING: WINSLOW NO 2 1958
 FQ0073_MARK LOGO: CGS   
 FQ0073_PROJECTION: PROJECTING 20 CENTIMETERS
 FQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0073+STABILITY: SURFACE MOTION
 FQ0073
 FQ0073  HISTORY     - Date     Condition        Report By
 FQ0073  HISTORY     - 1958     MONUMENTED       CGS
 FQ0073  HISTORY     - 1964     POOR             NGS
 FQ0073  HISTORY     - 1983     GOOD             NGS
 FQ0073  HISTORY     - 19951128 GOOD             USPSQD
 FQ0073
 FQ0073                          STATION DESCRIPTION
 FQ0073
 FQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0073'3.0 MI W FROM WINSLOW.
 FQ0073'3.0 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0073'0.5 MILE EAST OF THE COCONINO-NAVAJO COUNTY LINE, 33 FEET SOUTH OF THE
 FQ0073'FENCE, 10 FEET EAST OF A POWER POLE, SET IN THE TOP OF A 12 INCH ROUND
 FQ0073'CONCRETE POST THAT PROJECTS 2 INCHES.
 FQ0073
 FQ0073                          STATION RECOVERY (1964)
 FQ0073
 FQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FQ0073'MARK RECOVERED IN POOR CONDITION.
 FQ0073
 FQ0073                          STATION RECOVERY (1983)
 FQ0073
 FQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0073'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1 MI)
 FQ0073'WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY 40 FROM THE
 FQ0073'POST OFFICE IN WINSLOW, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 251,
 FQ0073'87.2 METERS (286.1 FT) SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND
 FQ0073'LANES OF THE HIGHWAY, 10.8 METERS (35.4 FT) SOUTHWEST OF THE STATION
 FQ0073'MARK AND 3.1 METERS (10.2 FT) EAST OF A UTILITY POLE.
 FQ0073'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 FQ0073
 FQ0073                          STATION RECOVERY (1995)
 FQ0073
 FQ0073'RECOVERY NOTE BY US POWER SQUADRON 1995
 FQ0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0745 ***********************************************************************
 FQ0745  DESIGNATION -  WINSLOW TALL TANK COAL CHUTE
 FQ0745  PID         -  FQ0745
 FQ0745  STATE/COUNTY-  AZ/NAVAJO
 FQ0745  USGS QUAD   -  WINSLOW (1986)
 FQ0745
 FQ0745                         *CURRENT SURVEY CONTROL
 FQ0745  ___________________________________________________________________
 FQ0745* NAD 83(1992)-  35 01 41.69347(N)    110 42 49.91026(W)     ADJUSTED  
 FQ0745* NAVD 88     -              **(meters)            **(feet)            
 FQ0745  ___________________________________________________________________
 FQ0745  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FQ0745  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0745  HORZ ORDER  -  THIRD
 FQ0745
 FQ0745.The horizontal coordinates were established by classical geodetic methods
 FQ0745.and adjusted by the National Geodetic Survey in August 1993.
 FQ0745
 FQ0745
 FQ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0745
 FQ0745.The geoid height was determined by GEOID03.
 FQ0745
 FQ0745;                    North         East     Units Scale Factor Converg.
 FQ0745;SPC AZ E     -   446,844.636   163,429.266   MT  0.99993072   -0 18 50.7
 FQ0745;SPC AZ E     - 1,466,025.71    536,185.26   iFT  0.99993072   -0 18 50.7
 FQ0745;SPC AZ C     -   447,369.088   323,115.707   MT  1.00004842   +0 41 25.6
 FQ0745;SPC AZ C     - 1,467,746.35  1,060,090.90   iFT  1.00004842   +0 41 25.6
 FQ0745;UTM  12      - 3,876,213.098   526,101.448   MT  0.99960840   +0 09 51.3
 FQ0745
 FQ0745                          SUPERSEDED SURVEY CONTROL
 FQ0745
 FQ0745  NAD 83(1986)-  35 01 41.68696(N)    110 42 49.91258(W) AD(       ) 4
 FQ0745  NAD 27      -  35 01 41.61000(N)    110 42 47.44000(W) AD(       ) 3
 FQ0745
 FQ0745.Superseded values are not recommended for survey control.
 FQ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0745.See file dsdata.txt to determine how the superseded data were derived.
 FQ0745
 FQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2610176213(NAD 83)
 FQ0745_MARKER: 51 = TANK
 FQ0745
 FQ0745  HISTORY     - Date     Condition        Report By
 FQ0745  HISTORY     - 1920     FIRST OBSERVED   CGS
 FQ0745  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0745
 FQ0745                          STATION DESCRIPTION
 FQ0745
 FQ0745'DESCRIBED BY US POWER SQUADRON 2003 (DPM)
 FQ0745'CHUTE HAS BEEN REMOVED FROM SITE.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2161 ***********************************************************************
 DV2161  DESIGNATION -  WINTERSBURG
 DV2161  PID         -  DV2161
 DV2161  STATE/COUNTY-  AZ/MARICOPA
 DV2161  USGS QUAD   -  WINTERSBURG (1984)
 DV2161
 DV2161                         *CURRENT SURVEY CONTROL
 DV2161  ___________________________________________________________________
 DV2161* NAD 83(1992)-  33 24 59.05130(N)    112 52 31.61253(W)     ADJUSTED  
 DV2161* NAVD 88     -       367.7    (meters)    1206.     (feet)  VERTCON   
 DV2161  ___________________________________________________________________
 DV2161  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DV2161  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV2161  HORZ ORDER  -  FIRST
 DV2161
 DV2161.The horizontal coordinates were established by classical geodetic methods
 DV2161.and adjusted by the National Geodetic Survey in August 1993.
 DV2161
 DV2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2161
 DV2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2161
 DV2161.The geoid height was determined by GEOID03.
 DV2161
 DV2161;                    North         East     Units Scale Factor Converg.
 DV2161;SPC AZ C     -   268,340.341   124,189.332   MT  0.99999800   -0 31 41.0
 DV2161;SPC AZ C     -   880,381.70    407,445.31   iFT  0.99999800   -0 31 41.0
 DV2161;UTM  12      - 3,699,023.068   325,618.708   MT  0.99997492   -1 01 59.2
 DV2161
 DV2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2161!SPC AZ C     -   0.99994714  x   0.99999800  =   0.99994514
 DV2161!UTM  12      -   0.99994714  x   0.99997492  =   0.99992206
 DV2161
 DV2161:                Primary Azimuth Mark                     Grid Az
 DV2161:SPC AZ C     -  H 13                                     102 34 50.9
 DV2161:UTM  12      -  H 13                                     103 05 09.1
 DV2161
 DV2161|---------------------------------------------------------------------|
 DV2161| PID    Reference Object                     Distance      Geod. Az  |
 DV2161|                                                           dddmmss.s |
 DV2161| DV0772 H 13                                               1020309.9 |
 DV2161| CH5747 WINTERSBURG RM 2                     13.790 METERS 10654     |
 DV2161| DV2163 HASSAYAMPA AIRPORT AIR BEACON       APPROX.12.9 KM 1173639.4 |
 DV2161| CH5746 WINTERSBURG RM 1                     17.188 METERS 19731     |
 DV2161|---------------------------------------------------------------------|
 DV2161
 DV2161                          SUPERSEDED SURVEY CONTROL
 DV2161
 DV2161  NAD 83(1986)-  33 24 59.04478(N)    112 52 31.61862(W) AD(       ) 1
 DV2161  NAD 27      -  33 24 58.90100(N)    112 52 28.98500(W) AD(       ) 1
 DV2161  NGVD 29 (07/19/86)  367.1    (m)         1204.     (f) VERT ANG    3  
 DV2161
 DV2161.Superseded values are not recommended for survey control.
 DV2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2161.See file dsdata.txt to determine how the superseded data were derived.
 DV2161
 DV2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB2561999023(NAD 83)
 DV2161_MARKER: DS = TRIANGULATION STATION DISK
 DV2161_SETTING: 66 = SET IN ROCK OUTCROP
 DV2161
 DV2161  HISTORY     - Date     Condition        Report By
 DV2161  HISTORY     - 1934     MONUMENTED       CGS
 DV2161  HISTORY     - 1948     GOOD             CGS
 DV2161  HISTORY     - 1955     GOOD             CGS
 DV2161  HISTORY     - 1968     GOOD             AMS
 DV2161
 DV2161                          STATION DESCRIPTION
 DV2161
 DV2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DV2161'ABOUT 1 MILE SOUTH-SOUTHWEST OF WINTERSBURG, ON THE HIGHEST
 DV2161'OF SEVERAL LOW BLACK MALPAIS BUTTES.  MARKED BY A STANDARD
 DV2161'BRONZE DISK.  REFERENCE MARK NO. 1,
 DV2161'A STANDARD BRONZE REFERENCE DISK, IS 17,188 METERS
 DV2161'(56.39 FEET) FROM STATION S 17 DEG 31 MIN W.  REFERENCE
 DV2161'MARK NO. 2, A STANDARD BRONZE REFERENCE DISK,
 DV2161'IS 13.790 METERS (45.24 FEET) FROM STATION S 73 DEG 06 MIN E.
 DV2161'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC
 DV2161'SURVEY BENCH MARK DISK SET IN CONCRETE POST, STAMPED H 13,
 DV2161'1927.  MARK IS LOCATED ABOUT 2.0 MILES SOUTH OF WINTERSBURG
 DV2161'ON THE HASSAYAMPA ROAD, ABOUT 100 FEET WEST OF ROAD AND ABOUT
 DV2161'1-1/2 MILES, AIR LINE, FROM STATION S 77 DEG 57 MIN E.
 DV2161
 DV2161                          STATION RECOVERY (1948)
 DV2161
 DV2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV2161'STATION RECOVERED AS DESCRIBED, AND NOT OCCUPIED BY AN OBSERVING
 DV2161'PARTY IN 1948.
 DV2161'
 DV2161'ABOUT 1 MILE SOUTH SOUTHWEST OF WINTERSBURG, ON THE HIGHEST
 DV2161'OF SEVERAL LOW BLACK MALPAIS BUTTES, A BRONZE DISK AS DESCRIBED.
 DV2161'
 DV2161'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK AS
 DV2161'DESCRIBED STAMPED, WINTERSBURG NO 1 1934.
 DV2161'
 DV2161'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 DV2161'AS DESCRIBED, STAMPED WINTERSBURG NO 2 1934.
 DV2161'
 DV2161'AZIMUTH MARK IS ABOUT 2.0 MILES SOUTH OF WINTERSBURG ON THE
 DV2161'ROAD FROM WINTERSBURG TO HASSAYAMPA, ABOUT 100 FEET WEST
 DV2161'OF THE ROAD, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 DV2161'DISK SET IN A CONCRETE POST, STAMPED, H 13 1927.
 DV2161'
 DV2161'TO REACH FROM THE ROAD INTERSECTION IN WINTERSBURG GO SOUTH
 DV2161'ON ROAD TOWARD HASSAYAMPA 0.2 MILE TO FORK.  TAKE RIGHT FORK,
 DV2161'(WESTERLY), GO 0.5 MILE TO BASE OF MALPAIS HILLS AND END
 DV2161'OF TRUCK TRAVEL.  PACK WEST TO HIGHEST POINT OF HILLS AND
 DV2161'STATION.  20 MINUTE PACK.
 DV2161'
 DV2161'THE SAME AS PREVIOUSLY MEASURED.
 DV2161
 DV2161                          STATION RECOVERY (1955)
 DV2161
 DV2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DV2161'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DV2161
 DV2161                          STATION RECOVERY (1968)
 DV2161
 DV2161'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968 (JMH)
 DV2161'STA. RECOVERED IN GOOD CONDITION
 DV2161'
 DV2161'THIS STA. USED ONLY FOR AZ. CHECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0097 ***********************************************************************
 FQ0097  DESIGNATION -  WINZOLA
 FQ0097  PID         -  FQ0097
 FQ0097  STATE/COUNTY-  AZ/NAVAJO
 FQ0097  USGS QUAD   -  WINSLOW (1986)
 FQ0097
 FQ0097                         *CURRENT SURVEY CONTROL
 FQ0097  ___________________________________________________________________
 FQ0097* NAD 83(2007)-  35 01 01.40461(N)    110 41 12.34409(W)     ADJUSTED  
 FQ0097* NAVD 88     -      1481.097  (meters)    4859.23   (feet)  ADJUSTED  
 FQ0097  ___________________________________________________________________
 FQ0097  EPOCH DATE  -        2007.00
 FQ0097  X           -  -1,847,731.829 (meters)                     COMP
 FQ0097  Y           -  -4,893,299.241 (meters)                     COMP
 FQ0097  Z           -   3,640,252.839 (meters)                     COMP
 FQ0097  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FQ0097  ELLIP HEIGHT-        1456.923 (meters)          (02/10/07) ADJUSTED
 FQ0097  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FQ0097  DYNAMIC HT  -        1479.141 (meters)    4852.82  (feet)  COMP
 FQ0097
 FQ0097  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0097  Type    PID    Designation                      North   East  Ellip
 FQ0097  -------------------------------------------------------------------
 FQ0097  NETWORK FQ0097 WINZOLA                           1.10   1.00   2.08
 FQ0097  -------------------------------------------------------------------
 FQ0097  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 FQ0097
 FQ0097  VERT ORDER  -  FIRST     CLASS II
 FQ0097
 FQ0097.The horizontal coordinates were established by GPS observations
 FQ0097.and adjusted by the National Geodetic Survey in February 2007.
 FQ0097
 FQ0097.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0097.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0097.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0097.The epoch date for horizontal control is a decimal equivalence
 FQ0097.of Year/Month/Day.
 FQ0097
 FQ0097.The orthometric height was determined by differential leveling
 FQ0097.and adjusted in June 1991.
 FQ0097
 FQ0097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0097
 FQ0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0097
 FQ0097.The ellipsoidal height was determined by GPS observations
 FQ0097.and is referenced to NAD 83.
 FQ0097
 FQ0097.The geoid height was determined by GEOID03.
 FQ0097
 FQ0097.The dynamic height is computed by dividing the NAVD 88
 FQ0097.geopotential number by the normal gravity value computed on the
 FQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0097.degrees latitude (g = 980.6199 gals.).
 FQ0097
 FQ0097.The modeled gravity was interpolated from observed gravity values.
 FQ0097
 FQ0097;                    North         East     Units Scale Factor Converg.
 FQ0097;SPC AZ E     -   445,589.942   165,895.803   MT  0.99992776   -0 17 54.4
 FQ0097;SPC AZ E     - 1,461,909.26    544,277.57   iFT  0.99992776   -0 17 54.4
 FQ0097;SPC AZ C     -   446,157.675   325,604.164   MT  1.00005523   +0 42 20.9
 FQ0097;SPC AZ C     - 1,463,771.90  1,068,255.13   iFT  1.00005523   +0 42 20.9
 FQ0097;UTM  12      - 3,874,979.431   528,577.580   MT  0.99961006   +0 10 47.1
 FQ0097
 FQ0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0097!SPC AZ E     -   0.99977136  x   0.99992776  =   0.99969914
 FQ0097!SPC AZ C     -   0.99977136  x   1.00005523  =   0.99982658
 FQ0097!UTM  12      -   0.99977136  x   0.99961006  =   0.99938151
 FQ0097
 FQ0097|---------------------------------------------------------------------|
 FQ0097| PID    Reference Object                     Distance      Geod. Az  |
 FQ0097|                                                           dddmmss.s |
 FQ0097| FQ0099 WINZOLA RM 1                                       21721     |
 FQ0097| FQ0748 WINSLOW EAST MUNICIPAL TANK         APPROX. 0.7 KM 2861254.5 |
 FQ0097| FQ0098 WINZOLA RM 2                                       29456     |
 FQ0097|---------------------------------------------------------------------|
 FQ0097
 FQ0097                          SUPERSEDED SURVEY CONTROL
 FQ0097
 FQ0097  ELLIP H (08/22/01) 1456.983  (m)                       GP(       ) 4 1
 FQ0097  ELLIP H (12/16/97) 1456.987  (m)                       GP(       ) 4 1
 FQ0097  NAD 83(1992)-  35 01 01.40293(N)    110 41 12.34247(W) AD(       ) 2
 FQ0097  NAD 83(1986)-  35 01 01.39756(N)    110 41 12.34565(W) AD(       ) 2
 FQ0097  NAD 27      -  35 01 01.32050(N)    110 41 09.85590(W) AD(       ) 2
 FQ0097  NAVD 88 (12/16/97) 1481.10   (m)         4859.2    (f) LEVELING    3  
 FQ0097  NGVD 29 (??/??/92) 1480.356  (m)         4856.80   (f) ADJ UNCH    1 2
 FQ0097
 FQ0097.Superseded values are not recommended for survey control.
 FQ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0097.See file dsdata.txt to determine how the superseded data were derived.
 FQ0097
 FQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD2857874979(NAD 83)
 FQ0097_MARKER: DS = TRIANGULATION STATION DISK
 FQ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0097_STAMPING: WINZOLA 1959
 FQ0097_MARK LOGO: CGS   
 FQ0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0097+STABILITY: SURFACE MOTION
 FQ0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0097+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FQ0097
 FQ0097  HISTORY     - Date     Condition        Report By
 FQ0097  HISTORY     - 1959     MONUMENTED       CGS
 FQ0097  HISTORY     - 1959     GOOD             CGS
 FQ0097  HISTORY     - 1967     MARK NOT FOUND   USGS
 FQ0097  HISTORY     - 1982     GOOD             NGS
 FQ0097  HISTORY     - 1983     GOOD             NGS
 FQ0097  HISTORY     - 19970528 GOOD             NGS
 FQ0097  HISTORY     - 20030730 GOOD             USPSQD
 FQ0097
 FQ0097                          STATION DESCRIPTION
 FQ0097
 FQ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0097'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF WINSLOW
 FQ0097'ON THE SOUTH RIGHT-OF-WAY OF THE ATCHISON, TOPEKA AND SANTA FE
 FQ0097'RAILROAD.
 FQ0097'
 FQ0097'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO
 FQ0097'SOUTH ON ARIZONA STATE HIGHWAY 65 FOR 0.3 MILE TO THE FIRST
 FQ0097'INTERSECTION SOUTH OF A RAILROAD UNDERPASS.  TURN LEFT AND GO
 FQ0097'EAST FOR 1/2 BLOCK TO A FORK JUST AFTER CROSSING A RAILROAD
 FQ0097'SIDING.  TAKE THE LEFT FORK FOR 0.5 MILE TO A RAILROAD SIDING
 FQ0097'LEADING TO THE NAGLE LUMBER AND TIMBER CO. MILL YARDS, CROSS
 FQ0097'THE TRACK AND CONTINUE EAST FOR ABOUT 100 YARDS THENCE RIGHT,
 FQ0097'NORTH, ACROSS THE MILL YARD TO THE RIGHT-OF-WAY FENCE AND THE
 FQ0097'STATION.
 FQ0097'
 FQ0097'THE STATION MARK, STAMPED WINZOLA 1959, IS A STANDARD DISK
 FQ0097'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FQ0097'THAT PROJECTS 3 INCHES.  IT IS 255 FEET SOUTHEAST OF RAILROAD
 FQ0097'MILE POST 285, 3.5 FEET WEST OF A WITNESS POST AND 1 FOOT
 FQ0097'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 FQ0097'
 FQ0097'REFERENCE MARK 1, STAMPED WINZOLA NO 1 1959, IS A STANDARD
 FQ0097'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 FQ0097'IT IS IN THE MILL YARD OF THE NAGLES LUMBER AND TIMBER CO.,
 FQ0097'70.0 FEET SOUTHWEST OF THE WITNESS POST AND 68.2 FEET SOUTH
 FQ0097'OF THE SOUTH RIGHT-OF-WAY FENCE.
 FQ0097'
 FQ0097'REFERENCE MARK 2, STAMPED WINZOLA NO 2 1959, IS A STANDARD
 FQ0097'DISK CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FQ0097'THAT PROJECTS 3 INCHES.  IT IS 96.5 FEET WEST OF THE WITNESS
 FQ0097'POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 FQ0097'
 FQ0097'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 103.18 FEET.
 FQ0097'
 FQ0097'THE WINSLOW, EAST MUNICIPAL WATER TANK CAN BE USED AS AN
 FQ0097'AZIMUTH MARK.
 FQ0097
 FQ0097                          STATION RECOVERY (1959)
 FQ0097
 FQ0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FQ0097'IN WINSLOW.
 FQ0097'0.8 MILE EAST ALONG THE ATCHESON AND TOPEKA RAILROAD FROM THE DEPOT IN
 FQ0097'WINSLOW, 255 FEET SOUTHEAST OF RAILROAD MILEPOST 285, 3.5 FEET WEST OF
 FQ0097'WITNESS POST, 1 FOOT NORTH OF RIGHT-OF-WAY FENCE, SET IN 12 INCH
 FQ0097'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FQ0097
 FQ0097                          STATION RECOVERY (1967)
 FQ0097
 FQ0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (PAT)
 FQ0097'EXTENSIVE SEARCH CONDUCTED, AREA RECENTLY CLEARED BY GRADER,
 FQ0097'PRESUMED DESTROYED.
 FQ0097
 FQ0097                          STATION RECOVERY (1982)
 FQ0097
 FQ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 FQ0097'STATION WAS RECOVERED, HOWEVER, THE REFERENCE MARKS HAVE BEEN
 FQ0097'DESTROYED.  TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW,
 FQ0097'GO SOUTH ON STATE HIGHWAY 87 FOR ABOUT 0.3 MILE TO THE FIRST
 FQ0097'INTERSECTION SOUTH OF A RAILROAD UNDERPASS.  TURN LEFT AND GO EAST
 FQ0097'FOR 1/2 BLOCK TO A FORK (OLD CLEAR CREEK RD.) JUST AFTER CROSSING
 FQ0097'A RAILROAD SIDING.  TAKE THE LEFT FORK FOR 0.55 MILE TO A
 FQ0097'RAILROAD SIDING.  CROSS THESE TRACKS AND TAKE THE IMMEDIATE LEFT
 FQ0097'SIDING ROAD (DIRT) FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FQ0097'
 FQ0097'THE STATION IS A STANDARD DISK STAMPED WINZOLA 1959 AND IS CEMENTED
 FQ0097'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 FQ0097'INCHES.  IT IS 255 FEET SE OF RAILROAD MILE POST 285, 3.5 FEET WEST
 FQ0097'OF A WITNESS POST, 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE
 FQ0097'(IN BAD SHAPE), 52 FEET SSE OF A POWER POLE, 87.2 FEET SW OF A
 FQ0097'RAILROAD DERAIL SIGN, AND OPPOSITE AND IN LINE WITH N. ALDER
 FQ0097'AVE.
 FQ0097'
 FQ0097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WINSLOW,
 FQ0097'DOWNTOWN.
 FQ0097
 FQ0097                          STATION RECOVERY (1983)
 FQ0097
 FQ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0097'RECOVERED IN GOOD CONDITION.
 FQ0097
 FQ0097                          STATION RECOVERY (1997)
 FQ0097
 FQ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 28 MAY 1997 (WCW) .
 FQ0097'RECOVERED IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE
 FQ0097'STATION IS LOCATED IN SOUTHEAST WINSLOW ON THE RIGHT OF WAY FOR THE
 FQ0097'ATCHISON, TOPEKA AND SANTA FE RAILROAD.  TO REACH FROM THE POST OFFICE
 FQ0097'LOCATED AT THE JUNCTION OF THE WESTBOUND LANES OF INTERSTATE 40
 FQ0097'BUSINESS (US HIGHWAY 66, WEST THIRD STREET) AND STATE HIGHWAY 87
 FQ0097'(WILLIAMSON AVE) , GO SOUTH ON STATE HIGHWAY 87 FOR 0.5 KM (0.30 MI)
 FQ0097'TO OLD CLEAR CREEK ROAD ON LEFT, THE FIRST LEFT AFTER THE RAILROAD
 FQ0097'UNDERPASS.  TURN LEFT AND GO EASTERLY FOR A TOTAL OF 1.13 KM (0.70 MI)
 FQ0097', PASSING A RAILROAD SIDING AND BEARING TO THE LEFT AT 0.2 KM (0.10
 FQ0097'MI) PASSING A DRY WASH AT 0.3 KM (0.20 MI) PASSING SOUTH COTTONWOOD
 FQ0097'AVE AT 0.8 KM (0.50 MI) TO A DIRT ROAD ON LEFT ABOUT 0.2 KM (0.10 MI)
 FQ0097'BEFORE A RAILROAD SPUR TERMINUS.  TURN LEFT AND GO NORTHEAST FOR 0.2
 FQ0097'KM (0.10 MI) TO THE RAILROAD SPUR AHEAD AND A DIRT ROAD ON LEFT.  TURN
 FQ0097'LEFT AND GO WESTERLY FOR 61 M (200.1 FT) TO THE STATION ON LEFT.  THE
 FQ0097'MARK IS A CGS TRIANGULATION DISK IN A 30 CM (12 IN) SQUARE CONCRETE
 FQ0097'MONUMENT.  THE STATION IS LOCATED 50.3 M (165.0 FT) SOUTHEAST FROM A
 FQ0097'WOOD -DERAIL- SIGN NEAR A VAULT CASE, 41.5 M (136.2 FT) SOUTHEAST FROM
 FQ0097'A STEEL RAILROAD MILEPOST 285, 8.3 M (27.2 FT) SOUTHERLY FROM THE
 FQ0097'GRAVEL ROAD, 16 M (52.5 FT) SOUTH FROM A WOOD UTILITY POLE, 0.6 M (2.0
 FQ0097'FT) WEST FROM A WOOD WITNESS POST, AND 0.3 M (1.0 FT) NORTH FROM A CGS
 FQ0097'METAL WITNESS POST ALONG A DILAPIDATED BARBED WIRE RIGHT OF WAY FENCE.
 FQ0097'THE MARK PROJECTS 4 IN ABOVE GRADE, PROJECTS 2.5 FT (0.8 M) ABOVE THE
 FQ0097'DIRT ROAD AND IS ABOUT LEVEL WITH THE MAIN RAILROAD LINES.
 FQ0097
 FQ0097                          STATION RECOVERY (2003)
 FQ0097
 FQ0097'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0097'RM1 AND RM2 NOT FOUND. STATION IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0099 ***********************************************************************
 FQ0099  DESIGNATION -  WINZOLA RM 1
 FQ0099  PID         -  FQ0099
 FQ0099  STATE/COUNTY-  AZ/NAVAJO
 FQ0099  USGS QUAD   -  WINSLOW (1986)
 FQ0099
 FQ0099                         *CURRENT SURVEY CONTROL
 FQ0099  ___________________________________________________________________
 FQ0099* NAD 83(1986)-  35 01 01.     (N)    110 41 12.     (W)     SCALED    
 FQ0099* NAVD 88     -      1480.870  (meters)    4858.49   (feet)  ADJUSTED  
 FQ0099  ___________________________________________________________________
 FQ0099  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FQ0099  DYNAMIC HT  -        1478.914 (meters)    4852.07  (feet)  COMP
 FQ0099  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 FQ0099
 FQ0099  VERT ORDER  -  SECOND    CLASS 0
 FQ0099
 FQ0099.The horizontal coordinates were scaled from a topographic map and have
 FQ0099.an estimated accuracy of +/- 6 seconds.
 FQ0099
 FQ0099.The orthometric height was determined by differential leveling
 FQ0099.and adjusted in June 1991.
 FQ0099
 FQ0099.The geoid height was determined by GEOID03.
 FQ0099
 FQ0099.The dynamic height is computed by dividing the NAVD 88
 FQ0099.geopotential number by the normal gravity value computed on the
 FQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0099.degrees latitude (g = 980.6199 gals.).
 FQ0099
 FQ0099.The modeled gravity was interpolated from observed gravity values.
 FQ0099
 FQ0099;                    North         East    Units  Estimated Accuracy
 FQ0099;SPC AZ E     -   445,580.      165,900.      MT  (+/- 180 meters Scaled)
 FQ0099
 FQ0099                          SUPERSEDED SURVEY CONTROL
 FQ0099
 FQ0099  NGVD 29 (??/??/92) 1480.130  (m)         4856.06   (f) ADJ UNCH    2 0
 FQ0099
 FQ0099.Superseded values are not recommended for survey control.
 FQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0099.See file dsdata.txt to determine how the superseded data were derived.
 FQ0099
 FQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD285749(NAD 83)
 FQ0099_MARKER: DR = REFERENCE MARK DISK
 FQ0099_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0099_SP_SET: BEDROCK
 FQ0099_STAMPING: WINZOLA NO 1 1959
 FQ0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0099+STABILITY: POSITION/ELEVATION WELL
 FQ0099
 FQ0099  HISTORY     - Date     Condition        Report By
 FQ0099  HISTORY     - 1959     MONUMENTED       CGS
 FQ0099  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0099  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0099
 FQ0099                          STATION DESCRIPTION
 FQ0099
 FQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0099'IN WINSLOW.
 FQ0099'0.8 MILE EAST ALONG THE ATCHESON AND TOPEKA RAILROAD FROM THE DEPOT IN
 FQ0099'WINSLOW, 70.0 FEET SOUTHWEST OF WITNESS POST, 68.2 FEET SOUTH OF
 FQ0099'RIGHT-OF-WAY FENCE, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 FQ0099
 FQ0099                          STATION RECOVERY (1983)
 FQ0099
 FQ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0099'THERE HAS BEEN GRADING IN THE AREA.
 FQ0099
 FQ0099                          STATION RECOVERY (2003)
 FQ0099
 FQ0099'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0098 ***********************************************************************
 FQ0098  DESIGNATION -  WINZOLA RM 2
 FQ0098  PID         -  FQ0098
 FQ0098  STATE/COUNTY-  AZ/NAVAJO
 FQ0098  USGS QUAD   -  WINSLOW (1986)
 FQ0098
 FQ0098                         *CURRENT SURVEY CONTROL
 FQ0098  ___________________________________________________________________
 FQ0098* NAD 83(1986)-  35 01 01.     (N)    110 41 12.     (W)     SCALED    
 FQ0098* NAVD 88     -      1480.841  (meters)    4858.39   (feet)  ADJUSTED  
 FQ0098  ___________________________________________________________________
 FQ0098  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FQ0098  DYNAMIC HT  -        1478.885 (meters)    4851.98  (feet)  COMP
 FQ0098  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 FQ0098
 FQ0098  VERT ORDER  -  SECOND    CLASS 0
 FQ0098
 FQ0098.The horizontal coordinates were scaled from a topographic map and have
 FQ0098.an estimated accuracy of +/- 6 seconds.
 FQ0098
 FQ0098.The orthometric height was determined by differential leveling
 FQ0098.and adjusted in June 1991.
 FQ0098
 FQ0098.The geoid height was determined by GEOID03.
 FQ0098
 FQ0098.The dynamic height is computed by dividing the NAVD 88
 FQ0098.geopotential number by the normal gravity value computed on the
 FQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0098.degrees latitude (g = 980.6199 gals.).
 FQ0098
 FQ0098.The modeled gravity was interpolated from observed gravity values.
 FQ0098
 FQ0098;                    North         East    Units  Estimated Accuracy
 FQ0098;SPC AZ E     -   445,580.      165,900.      MT  (+/- 180 meters Scaled)
 FQ0098
 FQ0098                          SUPERSEDED SURVEY CONTROL
 FQ0098
 FQ0098  NGVD 29 (??/??/92) 1480.100  (m)         4855.96   (f) ADJ UNCH    2 0
 FQ0098
 FQ0098.Superseded values are not recommended for survey control.
 FQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0098.See file dsdata.txt to determine how the superseded data were derived.
 FQ0098
 FQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD285749(NAD 83)
 FQ0098_MARKER: DR = REFERENCE MARK DISK
 FQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0098_STAMPING: WINZOLA NO 2 1959
 FQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0098+STABILITY: SURFACE MOTION
 FQ0098
 FQ0098  HISTORY     - Date     Condition        Report By
 FQ0098  HISTORY     - 1959     MONUMENTED       CGS
 FQ0098  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0098
 FQ0098                          STATION DESCRIPTION
 FQ0098
 FQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0098'IN WINSLOW.
 FQ0098'0.8 MILE EAST ALONG THE ATCHESON AND TOPEKA RAILROAD FROM THE DEPOT IN
 FQ0098'WINSLOW, 96.5 FEET WEST OF WITNESS POST, 1 FOOT NORTH OF RIGHT-OF-WAY
 FQ0098'FENCE, SET IN TOP OF 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FQ0098'INCHES.
 FQ0098
 FQ0098                          STATION RECOVERY (1983)
 FQ0098
 FQ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0466 ***********************************************************************
 ER0466  DESIGNATION -  WITCH
 ER0466  PID         -  ER0466
 ER0466  STATE/COUNTY-  AZ/APACHE
 ER0466  USGS QUAD   -  PROSPECT SPRING (1978)
 ER0466
 ER0466                         *CURRENT SURVEY CONTROL
 ER0466  ___________________________________________________________________
 ER0466* NAD 83(1992)-  34 45 49.36867(N)    109 18 10.92277(W)     ADJUSTED  
 ER0466* NAVD 88     -      1851.8    (meters)    6075.     (feet)  VERTCON   
 ER0466  ___________________________________________________________________
 ER0466  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 ER0466  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 ER0466  HORZ ORDER  -  SECOND
 ER0466
 ER0466.The horizontal coordinates were established by classical geodetic methods
 ER0466.and adjusted by the National Geodetic Survey in August 1993.
 ER0466
 ER0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0466
 ER0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0466
 ER0466.The geoid height was determined by GEOID03.
 ER0466
 ER0466;                    North         East     Units Scale Factor Converg.
 ER0466;SPC AZ E     -   417,703.346   292,418.548   MT  0.99997701   +0 29 32.9
 ER0466;SPC AZ E     - 1,370,417.80    959,378.44   iFT  0.99997701   +0 29 32.9
 ER0466;UTM  12      - 3,848,151.890   655,302.775   MT  0.99989728   +0 58 04.1
 ER0466
 ER0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0466!SPC AZ E     -   0.99971305  x   0.99997701  =   0.99969007
 ER0466!UTM  12      -   0.99971305  x   0.99989728  =   0.99961036
 ER0466
 ER0466:                Primary Azimuth Mark                     Grid Az
 ER0466:SPC AZ E     -  WITCH AZ MK                              002 41 22.8
 ER0466:UTM  12      -  WITCH AZ MK                              002 12 51.6
 ER0466
 ER0466|---------------------------------------------------------------------|
 ER0466| PID    Reference Object                     Distance      Geod. Az  |
 ER0466|                                                           dddmmss.s |
 ER0466| CD3862 WITCH AZ MK                                        0031055.7 |
 ER0466| ER0457 HINKSON                             APPROX.24.1 KM 1085151.8 |
 ER0466| CD3863 WITCH RM 1                           11.126 METERS 16601     |
 ER0466| CD3864 WITCH RM 2                           10.882 METERS 24724     |
 ER0466|---------------------------------------------------------------------|
 ER0466
 ER0466                          SUPERSEDED SURVEY CONTROL
 ER0466
 ER0466  NAD 83(1986)-  34 45 49.36808(N)    109 18 10.93229(W) AD(       ) 2
 ER0466  NAD 27      -  34 45 49.23960(N)    109 18 08.58392(W) AD(       ) 2
 ER0466  NGVD 29 (01/29/91) 1850.9    (m)         6072.     (f) VERT ANG    3  
 ER0466
 ER0466.Superseded values are not recommended for survey control.
 ER0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0466.See file dsdata.txt to determine how the superseded data were derived.
 ER0466
 ER0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5530348152(NAD 83)
 ER0466_MARKER: DS = TRIANGULATION STATION DISK
 ER0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ER0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0466+STABILITY: SURFACE MOTION
 ER0466
 ER0466  HISTORY     - Date     Condition        Report By
 ER0466  HISTORY     - 1936     MONUMENTED       CGS
 ER0466  HISTORY     - 1936     GOOD             AZDT
 ER0466  HISTORY     - 1974     GOOD             USGS
 ER0466  HISTORY     - 1982     GOOD             AZDT
 ER0466
 ER0466                          STATION DESCRIPTION
 ER0466
 ER0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0466'IN SEC. 30, T. 16 N, R. 29 E, ABOUT 4 MILES NW OF THE ZUNI RIVER
 ER0466'AND THE ST. JOHNS-ZUNI HIGHWAY, AND IS AT THE SW END OF A LOW,
 ER0466'TIMBERED RIDGE.
 ER0466'
 ER0466'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 ER0466'DISKS SET IN CONCRETE.
 ER0466'
 ER0466'REFERENCE MARK NO. 1 IS 11.126 METERS (36.50 FEET) FROM THE
 ER0466'STATION S 13 DEG 60 MIN E.
 ER0466'
 ER0466'REFERENCE MARK NO. 2 IS 10.981 METERS (36.03 FEET) FROM THE
 ER0466'STATION  S 67 DEG 24 MIN W.
 ER0466'
 ER0466'AZIMUTH MARK IS 150 YARDS N OF ROAD, AT S BASE OF LOW SAND
 ER0466'RIDGE AT N EDGE OF OPEN SPACE, AND APPROXIMATELY 0.15 MILE
 ER0466'FROM THE STATION N 03 DEG 11 MIN E.
 ER0466'
 ER0466'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 260 AND
 ER0466'STATE HIGHWAY 81 AT ST. JOHNS, GO E AND N ON STATE HIGHWAY 81
 ER0466'FOR 16.2 MILES TO STEEL BRIDGE OVER ZUNI RIVER, CONTINUE 0.55
 ER0466'MILE TO SIDE ROAD TO THE LEFT, TURN LEFT AND FOLLOW UNIMPROVED
 ER0466'ROAD N AND W 1.55 MILES, GO STRAIGHT AHEAD ON RIGHT FORK 1.35
 ER0466'MILES, GO THROUGH GATE IN E-W FENCE AND GO N FOR 1.05 MILES TO A
 ER0466'FORKS, THENCE LEFT FOR 0.05 MILE AND JOIN A ROAD COMING IN
 ER0466'ON THE RIGHT, CONTINUE N 0.5 MILE TO AN OPEN AND CLEAR SPACE,
 ER0466'TURN LEFT (S) AND GO 0.05 MILE TO SMALL SAND MOUND AND THE
 ER0466'STATION.
 ER0466
 ER0466                          STATION RECOVERY (1936)
 ER0466
 ER0466'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1936
 ER0466'THE STATION, REFERENCE MARKS 1 AND 2 AND AZ. MARK WERE RECOVERED AS
 ER0466'DESCRIBED AND FOUND IN GOOD CONDITION.
 ER0466'
 ER0466'TO REACH THE STATION FROM THE JUNCTION OF US HWYS. 180-666 AND STATE
 ER0466'HWY. 61 IN ST. JOHNS, TRAVEL NORTH ON HWY. 666 FOR 19.6 MILES TO MILE
 ER0466'POST 335.89 AND A WIRE GATE ON THE LEFT (CONTACT STEVE HUBBELL IN ST.
 ER0466'JOHNS FOR KEY TO GATE), PASS THROUGH GATE AND TRAVEL ON MAIN TRAVELED
 ER0466'TRAIL FOR 0.63 MILE TO ANOTHER GATE, PASS THROUGH GATE AND CONTINUE ON
 ER0466'MAIN TRAIL FOR 2.37 MILES TO A FORK TO THE RIGHT, CONTINUE STRAIGHT
 ER0466'AHEAD 100 FEET TO A FORK LEFT, CONTINUE STRAIGHT AHEAD FOR 0.93 MILES
 ER0466'TO DIM TRACKS ON THE RIGHT, TURN RIGHT ON DIM TRACKS THROUGH CEDARS
 ER0466'FOR 0.56 MILE TO LOW SANDY KNOLL AND THE STATION.
 ER0466
 ER0466                          STATION RECOVERY (1974)
 ER0466
 ER0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SLC)
 ER0466'TO REACH FROM THE JCT. OF INTERSTATE 40 AND U.S. HWY 666 IN
 ER0466'SANDERS, DRIVE SOUTH ON U.S. HWY 666 31.8 MILES.  TURN RIGHT
 ER0466'ONTO DIRT ROAD THENCE .6 MI TO GATE AND FENCE.  PROCEED 2.3
 ER0466'MILES ALONG WELL TRAVELED ROAD TO RD FORK.  TAKE LEFT AND
 ER0466'PROCEED 0.9 MI TO LONE TREE ON RIGHT.  TURN RIGHT (NORTH) AND
 ER0466'PROCEED .5 MI. ALONG OLD ABANDONED RD TO CLEARING.  TURN LEFT
 ER0466'(WEST) AND DRIVE ACROSS COUNTRY .1 MI TO HIGH POINT AND
 ER0466'STATION.
 ER0466
 ER0466                          STATION RECOVERY (1982)
 ER0466
 ER0466'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0466'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1979.  TO
 ER0466'ENTER THE LOCKED GATE CALL MR. HUBBULE AT 3374640.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1875 ***********************************************************************
 DV1875  DESIGNATION -  WITTMANN
 DV1875  PID         -  DV1875
 DV1875  STATE/COUNTY-  AZ/MARICOPA
 DV1875  USGS QUAD   -  HIEROGLYPHIC MTS SW (1965)
 DV1875
 DV1875                         *CURRENT SURVEY CONTROL
 DV1875  ___________________________________________________________________
 DV1875* NAD 83(1992)-  33 45 25.56594(N)    112 29 24.42270(W)     ADJUSTED  
 DV1875* NAVD 88     -       487.6    (meters)    1600.     (feet)  VERTCON   
 DV1875  ___________________________________________________________________
 DV1875  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DV1875  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV1875  HORZ ORDER  -  SECOND
 DV1875
 DV1875.The horizontal coordinates were established by classical geodetic methods
 DV1875.and adjusted by the National Geodetic Survey in August 1993.
 DV1875
 DV1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1875
 DV1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1875
 DV1875.The geoid height was determined by GEOID03.
 DV1875
 DV1875;                    North         East     Units Scale Factor Converg.
 DV1875;SPC AZ C     -   305,861.938   160,236.531   MT  0.99993478   -0 19 07.2
 DV1875;SPC AZ C     - 1,003,484.05    525,710.40   iFT  0.99993478   -0 19 07.2
 DV1875;UTM  12      - 3,736,221.761   361,994.449   MT  0.99983479   -0 49 41.3
 DV1875
 DV1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1875!SPC AZ C     -   0.99992814  x   0.99993478  =   0.99986293
 DV1875!UTM  12      -   0.99992814  x   0.99983479  =   0.99976294
 DV1875
 DV1875|---------------------------------------------------------------------|
 DV1875| PID    Reference Object                     Distance      Geod. Az  |
 DV1875|                                                           dddmmss.s |
 DV1875| CR7759 WITTMANN RM 2                        13.003 METERS 02035     |
 DV1875| DV2044 PRINCE                              APPROX.11.6 KM 0800248.9 |
 DV1875| CR7758 WITTMANN RM 1                        13.425 METERS 28247     |
 DV1875|---------------------------------------------------------------------|
 DV1875
 DV1875                          SUPERSEDED SURVEY CONTROL
 DV1875
 DV1875  NAD 83(1986)-  33 45 25.56145(N)    112 29 24.42901(W) AD(       ) 2
 DV1875  NGVD 29 (07/20/87)  487.0    (m)         1598.     (f) VERT ANG    3  
 DV1875
 DV1875.Superseded values are not recommended for survey control.
 DV1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1875.See file dsdata.txt to determine how the superseded data were derived.
 DV1875
 DV1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC6199436222(NAD 83)
 DV1875_MARKER: DS = TRIANGULATION STATION DISK
 DV1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DV1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1875+STABILITY: SURFACE MOTION
 DV1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1875+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2008
 DV1875
 DV1875  HISTORY     - Date     Condition        Report By
 DV1875  HISTORY     - 1955     MONUMENTED       USGS
 DV1875  HISTORY     - 1986     GOOD             AZDT
 DV1875  HISTORY     - 19960212 GOOD             USPSQD
 DV1875  HISTORY     - 19990107 MARK NOT FOUND   USPSQD
 DV1875  HISTORY     - 20080427 GOOD             GEOCAC
 DV1875
 DV1875                          STATION DESCRIPTION
 DV1875
 DV1875'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 DV1875'THE STATION IS LOCATED 2.5 MILES SOUTHEAST OF WITTMANN AND ABOUT
 DV1875'2,400 FEET NORTHEAST OF US HIGHWAY 60.  IT IS WEST OF A LONE TREE.
 DV1875'
 DV1875'THE STATION IS A USGS DISK STAMPED---WITTMANN 1955---.  IT IS SET IN
 DV1875'TOP OF A 8 INCH CONCRETE MONUMENT WHICH PROJECTS 12 INCHES.  IT IS 4
 DV1875'FEET SOUTHEAST OF A WITNESS POST AND SIGN.
 DV1875'
 DV1875'REFERENCE MARK 1 IS A USGS DISK STAMPED---WITTMANN RM 1 1955---.  IT
 DV1875'IS SET IN TOP OF A 8 INCH CONCRETE POST WHICH PROJECTS 8 INCHES.
 DV1875'
 DV1875'REFERENCE MARK 2 IS A USGS DISK STAMPED---WITTMANN RM 2 1955---.  IT
 DV1875'IS SET IN TOP OF A 8 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 DV1875'
 DV1875'TO REACH THE STATION FROM THE INTERSECTION OF BELL ROAD AND GRAND
 DV1875'AVENUE IN SURPRISE, TRAVEL NORTHWEST ALONG GRAND AVENUE WHICH IS U.S.
 DV1875'HIGHWAY 60 FOR 14.4 MILES TO A PAVED ROAD RIGHT AT MILEPOST 131.1.
 DV1875'TURN RIGHT FOR 0.9 MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT ALONG
 DV1875'THE DIRT ROAD FOR 0.05 MILE THEN TURN RIGHT ACROSS COUNTRY AND TRAVEL
 DV1875'SOUTHEAST FOR 1.05 MILES TO THE STATION IN THE FLATS.
 DV1875
 DV1875                          STATION RECOVERY (1996)
 DV1875
 DV1875'RECOVERY NOTE BY US POWER SQUADRON 1996
 DV1875'RECOVERED IN GOOD CONDITION.
 DV1875
 DV1875                          STATION RECOVERY (1999)
 DV1875
 DV1875'RECOVERY NOTE BY US POWER SQUADRON 1999
 DV1875'MARK NOT FOUND.
 DV1875
 DV1875                          STATION RECOVERY (2008)
 DV1875
 DV1875'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1943 ***********************************************************************
 AI1943  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1943  DESIGNATION -  WM 1
 AI1943  PID         -  AI1943
 AI1943  STATE/COUNTY-  AZ/LA PAZ
 AI1943  USGS QUAD   -  BOUSE HILLS WEST (1990)
 AI1943
 AI1943                         *CURRENT SURVEY CONTROL
 AI1943  ___________________________________________________________________
 AI1943* NAD 83(2007)-  33 57 32.32200(N)    113 55 12.59124(W)     ADJUSTED  
 AI1943* NAVD 88     -       394.04   (meters)    1292.8    (feet)  GPS OBS   
 AI1943  ___________________________________________________________________
 AI1943  EPOCH DATE  -        2007.00
 AI1943  X           -  -2,147,375.321 (meters)                     COMP
 AI1943  Y           -  -4,841,227.302 (meters)                     COMP
 AI1943  Z           -   3,542,876.179 (meters)                     COMP
 AI1943  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 AI1943  ELLIP HEIGHT-         363.083 (meters)          (02/10/07) ADJUSTED
 AI1943  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AI1943
 AI1943  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1943  Type    PID    Designation                      North   East  Ellip
 AI1943  -------------------------------------------------------------------
 AI1943  NETWORK AI1943 WM 1                              0.43   0.41   1.10
 AI1943  -------------------------------------------------------------------
 AI1943
 AI1943.The horizontal coordinates were established by GPS observations
 AI1943.and adjusted by the National Geodetic Survey in February 2007.
 AI1943
 AI1943.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1943.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1943.The horizontal coordinates are valid at the epoch date displayed above.
 AI1943.The epoch date for horizontal control is a decimal equivalence
 AI1943.of Year/Month/Day.
 AI1943
 AI1943.The orthometric height was determined by GPS observations and a
 AI1943.high-resolution geoid model.
 AI1943.The orthometric height was determined by GPS observations and a
 AI1943.high-resolution geoid model using precise GPS observation and
 AI1943.processing techniques.
 AI1943
 AI1943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1943
 AI1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1943
 AI1943.The ellipsoidal height was determined by GPS observations
 AI1943.and is referenced to NAD 83.
 AI1943
 AI1943.The geoid height was determined by GEOID03.
 AI1943
 AI1943;                    North         East     Units Scale Factor Converg.
 AI1943;SPC AZ W     -   328,128.083   197,632.901   MT  0.99993638   -0 05 42.2
 AI1943;SPC AZ W     - 1,076,535.71    648,401.91   iFT  0.99993638   -0 05 42.2
 AI1943;UTM  12      - 3,761,450.804   230,155.341   MT  1.00049773   -1 37 55.9
 AI1943;UTM  11      - 3,761,882.908   784,604.725   MT  1.00059865   +1 43 17.6
 AI1943
 AI1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1943!SPC AZ W     -   0.99994300  x   0.99993638  =   0.99987939
 AI1943!UTM  12      -   0.99994300  x   1.00049773  =   1.00044071
 AI1943!UTM  11      -   0.99994300  x   1.00059865  =   1.00054162
 AI1943
 AI1943                          SUPERSEDED SURVEY CONTROL
 AI1943
 AI1943  NAD 83(1992)-  33 57 32.32102(N)    113 55 12.59117(W) AD(       ) A
 AI1943  ELLIP H (09/30/99)  363.122  (m)                       GP(       ) 3 1
 AI1943
 AI1943.Superseded values are not recommended for survey control.
 AI1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1943.See file dsdata.txt to determine how the superseded data were derived.
 AI1943
 AI1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC3015561451(NAD 83)
 AI1943_MARKER: DD = SURVEY DISK
 AI1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1943_STAMPING: WM-1 1980
 AI1943_MARK LOGO: BOR   
 AI1943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1943+STABILITY: SURFACE MOTION
 AI1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1943+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 AI1943
 AI1943  HISTORY     - Date     Condition        Report By
 AI1943  HISTORY     - 1980     MONUMENTED       BOR
 AI1943  HISTORY     - 19990114 GOOD             CAP
 AI1943  HISTORY     - 20000401 GOOD             MCDOT
 AI1943  HISTORY     - 20050119 GOOD             CAP
 AI1943
 AI1943                          STATION DESCRIPTION
 AI1943
 AI1943'DESCRIBED BY CENTRAL ARIZONA PROJECT 1999 (DLD)
 AI1943'THE STATION IS LOCATED NEAR BOUSE, ON TOP OF A SMALL HILL SOUTHEAST OF
 AI1943'THE BOUSE PUMPING PLANT DISCHARGE OUTLET STRUCTURE, AT MILEPOST 25.21.
 AI1943'OWNERSHIP--CENTRAL ARIZONA PROJECT.  TO REACH THE STATION FROM THE
 AI1943'INTERSECTION OF STATE HIGHWAY 72 AND PLOMOSA ROAD IN BOUSE, GO
 AI1943'NORTHEAST FOR 0.2 MI (0.3 KM) ON PLOMOSA RD, CROSSING RAILROAD TRACKS
 AI1943'AND PASSING BOUSE ASSAY OFFICE, TO RAYDER DR.  TURN LEFT AND GO 0.6 MI
 AI1943'(1.0 KM) ON RAYDER DR TO THE JUNCTION OF SAGUARO DR, END OF PAVEMENT
 AI1943'AND START OF GRAVEL ROAD.  CONTINUE AHEAD FOR 1.6 MI (2.6 KM) ON
 AI1943'GRAVEL ROAD TO A FORK.  BEAR RIGHT AND GO EAST FOR 4.5 MI (7.2 KM) ON
 AI1943'GRAVEL ROAD TO THE CENTRAL ARIZONA PROJECT AQUEDUCT. ENTER ACCESS GATE
 AI1943'TO BOUSE PUMPING STATION AT SOUTH SIDE OF AQUEDUCT.  GO 1.2 MI (1.9
 AI1943'KM) TO A GATE.  PASS THROUGH GATE AND GO 0.6 MI (1.0 KM) ON GRAVEL
 AI1943'ROAD TO A GATE AND FENCE CORNER AND THE STATION, ABOUT 200 FT (61.0 M)
 AI1943'SOUTH OF THE GATE AND FENCE CORNER. THE STATION IS ON TOP OF A SMALL
 AI1943'HILL, 35 FT (10.7 M) NORTHEAST FROM A POWER POLE AND ABOUT 3 FT (0.9
 AI1943'M) NORTHWEST OF A STEEL FENCE POST.
 AI1943
 AI1943                          STATION RECOVERY (2000)
 AI1943
 AI1943'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI1943'RECOVERED AS DESCRIBED.
 AI1943
 AI1943                          STATION RECOVERY (2005)
 AI1943
 AI1943'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2005 (DLD)
 AI1943'ADDITIONAL INFORMATION-CONTACT THE CENTRAL ARIZONA PROJECT, PROTECTIVE
 AI1943'SERVICES SUPERVISOR AT 1-800-847-2303, EXTENSION 2345 FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0402 ***********************************************************************
 GQ0402  DESIGNATION -  WOLFHOLE
 GQ0402  PID         -  GQ0402
 GQ0402  STATE/COUNTY-  AZ/MOHAVE
 GQ0402  USGS QUAD   -  WOLF HOLE MTN EAST (1979)
 GQ0402
 GQ0402                         *CURRENT SURVEY CONTROL
 GQ0402  ___________________________________________________________________
 GQ0402* NAD 83(1992)-  36 47 40.74783(N)    113 36 40.68146(W)     ADJUSTED  
 GQ0402* NAVD 88     -      1957.0    (meters)    6421.     (feet)  VERTCON   
 GQ0402  ___________________________________________________________________
 GQ0402  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 GQ0402  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 GQ0402  HORZ ORDER  -  SECOND
 GQ0402
 GQ0402.The horizontal coordinates were established by classical geodetic methods
 GQ0402.and adjusted by the National Geodetic Survey in August 1993.
 GQ0402
 GQ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0402
 GQ0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0402
 GQ0402.The geoid height was determined by GEOID03.
 GQ0402
 GQ0402;                    North         East     Units Scale Factor Converg.
 GQ0402;SPC AZ W     -   642,714.153   225,738.182   MT  0.99993522   +0 04 59.1
 GQ0402;SPC AZ W     - 2,108,642.23    740,610.83   iFT  0.99993522   +0 04 59.1
 GQ0402;UTM  12      - 4,075,274.155   267,010.454   MT  1.00026881   -1 33 53.1
 GQ0402
 GQ0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0402!SPC AZ W     -   0.99969673  x   0.99993522  =   0.99963197
 GQ0402!UTM  12      -   0.99969673  x   1.00026881  =   0.99996546
 GQ0402
 GQ0402|---------------------------------------------------------------------|
 GQ0402| PID    Reference Object                     Distance      Geod. Az  |
 GQ0402|                                                           dddmmss.s |
 GQ0402| CH4599 WOLFHOLE RM 1                        12.276 METERS 02936     |
 GQ0402| CH4598 WOLFHOLE AZ MK                                     0660426.3 |
 GQ0402| CH4600 WOLFHOLE RM 2                        15.647 METERS 12925     |
 GQ0402|---------------------------------------------------------------------|
 GQ0402
 GQ0402                          SUPERSEDED SURVEY CONTROL
 GQ0402
 GQ0402  NAD 83(1986)-  36 47 40.74433(N)    113 36 40.68028(W) AD(       ) 2
 GQ0402  NAD 27      -  36 47 40.81800(N)    113 36 37.83300(W) AD(       ) 2
 GQ0402  NGVD 29 (07/19/86) 1956.1    (m)         6418.     (f) VERT ANG    3  
 GQ0402
 GQ0402.Superseded values are not recommended for survey control.
 GQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0402.See file dsdata.txt to determine how the superseded data were derived.
 GQ0402
 GQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6701075274(NAD 83)
 GQ0402_MARKER: DS = TRIANGULATION STATION DISK
 GQ0402_SETTING: 80 = SET IN A BOULDER
 GQ0402_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GQ0402
 GQ0402  HISTORY     - Date     Condition        Report By
 GQ0402  HISTORY     - 1953     MONUMENTED       CGS
 GQ0402
 GQ0402                          STATION DESCRIPTION
 GQ0402
 GQ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0402'THE STATION IS LOCATED ON THE HIGHEST POINT OF A FLAT-TOPPED,
 GQ0402'TREE-COVERED HILL WHICH IS LOCALLY KNOWN AS WOLF HOLE MOUNTAIN.
 GQ0402'IT IS ABOUT 22 MILES AIR LINE SOUTH-SOUTHWEST OF ST. GEORGE,
 GQ0402'UTAH, 4 MILES AIR LINE NORTHWEST OF WHAT IS KNOWN AS WOLF
 GQ0402'HOLE, AND 0.7 MILE EAST OF A TRACK ROAD.
 GQ0402'
 GQ0402'TO REACH FROM THE POST OFFICE IN ST. GEORGE, UTAH, GO EAST
 GQ0402'FOR 0.7 MILE TO A CROSS STREET.  TURN RIGHT AND FOLLOW THE
 GQ0402'PAVED ROAD SOUTH AND EAST FOR 2.1 MILES TO A FORK JUST AFTER
 GQ0402'CROSSING A BRIDGE.  KEEP THE RIGHT FORK AND FOLLOW THE GRADED
 GQ0402'ROAD SOUTH FOR 1.4 MILES TO A FORK.  KEEP THE RIGHT FORK
 GQ0402'AND FOLLOW THE GRADED ROAD SOUTH FOR 1.4 MILES TO A FORK.
 GQ0402'TAKE THE LEFT FORK AND FOLLOW THE GRADED ROAD FOR 17.6 MILES
 GQ0402'TO THE TOP OF A GRADE AND A DIM ROAD RIGHT.  TURN RIGHT
 GQ0402'AND FOLLOW THE ROAD FOR 1.5 MILES TO A CORRAL AND RESERVOIR.
 GQ0402'CONTINUE ON THE ROAD FOR 1.0 MILE TO A FORK.  TAKE THE LEFT
 GQ0402'FORK AND GO 1.45 MILES TO A RESERVOIR.  CONTINUE ON THE
 GQ0402'ROAD FOR 2.2 MILES TO A TRIMMED TREE ON THE LEFT.  TURN
 GQ0402'LEFT AND PICK WAY EASTERLY THROUGH TREES AND HIGH ROCKS
 GQ0402'FOR 0.7 MILE TO THE HIGHEST POINT AND THE STATION.  A
 GQ0402'DRIVE STATION WITH A 4-WHEEL DRIVE VEHICLE.
 GQ0402'
 GQ0402'THE STATION MARK, A STANDARD DISK STAMPED WOLF HOLE 1953,
 GQ0402'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 20 INCHES
 GQ0402'ABOVE THE GROUND.
 GQ0402'
 GQ0402'REFERENCE MARK 1, A STANDARD DISK STAMPED WOLF HOLE NO 1 1953,
 GQ0402'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES
 GQ0402'ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GQ0402'
 GQ0402'REFERENCE MARK 2, A STANDARD DISK STAMPED WOLF HOLE NO 2 1953,
 GQ0402'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 16 INCHES
 GQ0402'ABOVE THE GROUND.  IT IS ABOUT 6 INCHES LOWER THAN THE STATION.
 GQ0402'
 GQ0402'THE AZIMUTH MARK, A STANDARD DISK STAMPED WOLF HOLE 1953,
 GQ0402'IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 GQ0402'8 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST OF A
 GQ0402'3-FOOT CAIRN.
 GQ0402'
 GQ0402'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-NORTHEAST
 GQ0402'FOR 0.3 MILE TO THE HIGHEST PART OF THE RIDGE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1944 ***********************************************************************
 AI1944  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1944  DESIGNATION -  WOLFY
 AI1944  PID         -  AI1944
 AI1944  STATE/COUNTY-  AZ/MARICOPA
 AI1944  USGS QUAD   -  DENDORA VALLEY (1986)
 AI1944
 AI1944                         *CURRENT SURVEY CONTROL
 AI1944  ___________________________________________________________________
 AI1944* NAD 83(2007)-  33 04 41.83438(N)    113 02 36.99746(W)     ADJUSTED  
 AI1944* NAVD 88     -       220.54   (meters)     723.6    (feet)  GPS OBS   
 AI1944  ___________________________________________________________________
 AI1944  EPOCH DATE  -        2007.00
 AI1944  X           -  -2,094,119.982 (meters)                     COMP
 AI1944  Y           -  -4,923,015.899 (meters)                     COMP
 AI1944  Z           -   3,461,340.339 (meters)                     COMP
 AI1944  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AI1944  ELLIP HEIGHT-         189.086 (meters)          (02/10/07) ADJUSTED
 AI1944  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AI1944
 AI1944  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1944  Type    PID    Designation                      North   East  Ellip
 AI1944  -------------------------------------------------------------------
 AI1944  NETWORK AI1944 WOLFY                             0.41   0.37   0.84
 AI1944  -------------------------------------------------------------------
 AI1944
 AI1944.The horizontal coordinates were established by GPS observations
 AI1944.and adjusted by the National Geodetic Survey in February 2007.
 AI1944
 AI1944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1944.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1944.The horizontal coordinates are valid at the epoch date displayed above.
 AI1944.The epoch date for horizontal control is a decimal equivalence
 AI1944.of Year/Month/Day.
 AI1944
 AI1944.The orthometric height was determined by GPS observations and a
 AI1944.high-resolution geoid model.
 AI1944.The orthometric height was determined by GPS observations and a
 AI1944.high-resolution geoid model using precise GPS observation and
 AI1944.processing techniques.
 AI1944
 AI1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1944
 AI1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1944
 AI1944.The ellipsoidal height was determined by GPS observations
 AI1944.and is referenced to NAD 83.
 AI1944
 AI1944.The geoid height was determined by GEOID03.
 AI1944
 AI1944;                    North         East     Units Scale Factor Converg.
 AI1944;SPC AZ C     -   230,997.930   108,144.351   MT  1.00003645   -0 36 54.4
 AI1944;SPC AZ C     -   757,867.22    354,804.30   iFT  1.00003645   -0 36 54.4
 AI1944;UTM  12      - 3,661,823.104   309,246.727   MT  1.00004866   -1 06 56.5
 AI1944
 AI1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1944!SPC AZ C     -   0.99997031  x   1.00003645  =   1.00000676
 AI1944!UTM  12      -   0.99997031  x   1.00004866  =   1.00001897
 AI1944
 AI1944                          SUPERSEDED SURVEY CONTROL
 AI1944
 AI1944  NAD 83(1992)-  33 04 41.83358(N)    113 02 36.99740(W) AD(       ) A
 AI1944  ELLIP H (09/30/99)  189.128  (m)                       GP(       ) 3 1
 AI1944
 AI1944.Superseded values are not recommended for survey control.
 AI1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1944.See file dsdata.txt to determine how the superseded data were derived.
 AI1944
 AI1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB0924761823(NAD 83)
 AI1944_MARKER: DD = SURVEY DISK
 AI1944_SETTING: 66 = SET IN ROCK OUTCROP
 AI1944_STAMPING: WOLFY 1999
 AI1944_MARK LOGO: MCDOT 
 AI1944_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1944+STABILITY: POSITION/ELEVATION WELL
 AI1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1944+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 AI1944
 AI1944  HISTORY     - Date     Condition        Report By
 AI1944  HISTORY     - 1999     MONUMENTED       AZ-013
 AI1944  HISTORY     - 20000329 GOOD             MCDOT
 AI1944  HISTORY     - 20070626 GOOD             GEOCAC
 AI1944
 AI1944                          STATION DESCRIPTION
 AI1944
 AI1944'DESCRIBED BY MARICOPA COUNTY ARIZONA 1999 (BD)
 AI1944'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTHWEST OF GILA BEND
 AI1944'AND 1.7 MI (2.7 KM) NORTHWEST OF THE CENTER OF PAINTED ROCK DAM.
 AI1944'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI1944'INTERSTATE HIGHWAY 8 AND PAINTED ROCK ROAD (EXIT 102), ABOUT 12 MI
 AI1944'(19.3 KM) NORTHWEST OF BUCKEYE, GO NORTHERLY FOR 11.0 MI (17.7 KM) ON
 AI1944'PAINTED ROCK ROAD TO A ROCK POINT ROAD TURNOFF.  CONTINUE AHEAD FOR
 AI1944'3.6 MI (5.8 KM) ON PAINTED ROCK ROAD TO POCO DINERO ROAD.  CONTINUE
 AI1944'AHEAD FOR 500 FT (152.4 M) ON PAINTED ROCK ROAD TO A LARGE 2.5 FT (0.8
 AI1944'M) BY 5 FT (1.5 M) CONCRETE SIGN (ENTERING PAINTED ROCK DAM AREA U.S.
 AI1944'ARMY CORPS OF ENGINEERS) AND END OF VEHICLE TRAVEL.  THE STATION IS
 AI1944'LOCATED AT THE TOP OF A HILL TO THE WEST.  THE STATION IS A SURVEY
 AI1944'DISK SET IN A NATURAL BEDROCK FORMATION ABOUT 0.2 M (0.7 FT) HIGHER
 AI1944'THAN THE GROUND.  LOCATED ABOUT 25 FT (7.6 M) SOUTH FROM THE ROCK EDGE
 AI1944'ON NORTH SIDE OF HILL, ABOUT 12 FT (3.7 M) NORTH FROM 3 LARGE BOULDERS
 AI1944'AT SUMMIT AND ABOUT 4 FT (1.2 M) NORTH-NORTHWEST FROM A ROCK CAIRN.
 AI1944
 AI1944                          STATION RECOVERY (2000)
 AI1944
 AI1944'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 AI1944'RECOVERED AS DESCRIBED
 AI1944'FOR A TO REACH MAP, STATION IMAGES AND ADDITIONAL INFORMATION, YOU CAN
 AI1944'VISIT WWW.MCDOT.MARICOPA.GOV       SEARCH KEYWORD  GDACS
 AI1944
 AI1944                          STATION RECOVERY (2007)
 AI1944
 AI1944'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AI1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2052 ***********************************************************************
 DU2052  DESIGNATION -  WOLLEY
 DU2052  PID         -  DU2052
 DU2052  STATE/COUNTY-  AZ/PINAL
 DU2052  USGS QUAD   -  GRAYBACK (1964)
 DU2052
 DU2052                         *CURRENT SURVEY CONTROL
 DU2052  ___________________________________________________________________
 DU2052* NAD 83(1992)-  33 02 29.88960(N)    111 02 18.27199(W)     ADJUSTED  
 DU2052* NAVD 88     -       966.7    (meters)    3172.     (feet)  VERTCON   
 DU2052  ___________________________________________________________________
 DU2052  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DU2052  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DU2052  HORZ ORDER  -  FIRST
 DU2052
 DU2052.The horizontal coordinates were established by classical geodetic methods
 DU2052.and adjusted by the National Geodetic Survey in August 1993.
 DU2052
 DU2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2052
 DU2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2052
 DU2052.The geoid height was determined by GEOID03.
 DU2052
 DU2052;                    North         East     Units Scale Factor Converg.
 DU2052;SPC AZ C     -   226,711.529   295,390.550   MT  0.99998294   +0 28 44.0
 DU2052;SPC AZ C     -   743,804.23    969,129.10   iFT  0.99998294   +0 28 44.0
 DU2052;UTM  12      - 3,655,903.386   496,413.688   MT  0.99960016   -0 01 15.4
 DU2052
 DU2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2052!SPC AZ C     -   0.99985276  x   0.99998294  =   0.99983570
 DU2052!UTM  12      -   0.99985276  x   0.99960016  =   0.99945298
 DU2052
 DU2052|---------------------------------------------------------------------|
 DU2052| PID    Reference Object                     Distance      Geod. Az  |
 DU2052|                                                           dddmmss.s |
 DU2052| CH5751 WOLLEY RM 3                           5.850 METERS 02902     |
 DU2052| CH5749 WOLLEY RM 1                          18.703 METERS 10201     |
 DU2052| CH5750 WOLLEY RM 2                          16.328 METERS 15101     |
 DU2052| CH5748 WOLLEY AZ MK                                       3023415.7 |
 DU2052|---------------------------------------------------------------------|
 DU2052
 DU2052                          SUPERSEDED SURVEY CONTROL
 DU2052
 DU2052  NAD 83(1986)-  33 02 29.88354(N)    111 02 18.27132(W) AD(       ) 1
 DU2052  NAD 27      -  33 02 29.64900(N)    111 02 15.86300(W) AD(       ) 1
 DU2052  NGVD 29 (07/19/86)  966.0    (m)         3169.     (f) VERT ANG    3  
 DU2052
 DU2052.Superseded values are not recommended for survey control.
 DU2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2052.See file dsdata.txt to determine how the superseded data were derived.
 DU2052
 DU2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9641455903(NAD 83)
 DU2052_MARKER: DS = TRIANGULATION STATION DISK
 DU2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2052+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2008
 DU2052
 DU2052  HISTORY     - Date     Condition        Report By
 DU2052  HISTORY     - 1935     MONUMENTED       CGS
 DU2052  HISTORY     - 1966     GOOD             AMS
 DU2052  HISTORY     - 1971     GOOD             NGS
 DU2052  HISTORY     - 20080111 GOOD             GEOCAC
 DU2052
 DU2052                          STATION DESCRIPTION
 DU2052
 DU2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 DU2052'ABOUT 6 MILES, AIR LINE, SOUTHWEST OF KELVIN, ON THE EAST
 DU2052'SIDE OF THE FLORENCE-KELVIN ROAD, AT A POINT ABOUT ONE-HALF MILE
 DU2052'SOUTH OF WHERE THE ROAD STARTS DOWN INTO RIPSEY WASH, AND
 DU2052'70 FEET NORTH OF A SIDE ROAD LEADING TO WOOLEY, ON A KNOLL
 DU2052'COVERED WITH SMALL ROCK.  MARKED BY STANDARD BRONZE DISKS.
 DU2052'STATION MARK, A STANDARD
 DU2052'BRONZE REFERENCE DISK, IS 18.715 METERS (61.40 FEET)
 DU2052'FROM STATION S 88 DEG 00 MIN E.  REFERENCE MARK NO. 2,
 DU2052'A STANDARD BRONZE REFERENCE DISK, IS 16.328 METERS
 DU2052'(53.57 FEET) FROM STATION S 28 DEG 59 MIN E.
 DU2052'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ON EAST
 DU2052'SIDE OF ROAD ONE-FOURTH MILE FROM STATION S 11 DEG 18 MIN E.
 DU2052
 DU2052                          STATION RECOVERY (1966)
 DU2052
 DU2052'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (JLW)
 DU2052'TRIG. STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DU2052'
 DU2052'AZIMUTH MARK WAS NOT RECOVERED.
 DU2052'
 DU2052'REFERENCE MARK NUMBER (1) WAS RECOVERED IN GOOD CONDITION.
 DU2052'
 DU2052'REFERENCE MARK NUMBER (2) WAS RECOVERED - DESTROYED.
 DU2052'
 DU2052'DESCRIPTION IS ADEQUATE.
 DU2052
 DU2052                          STATION RECOVERY (1971)
 DU2052
 DU2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DU2052'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 DU2052'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 2
 DU2052'WERE FOUND DESTROYED AS REPORTED BY THE ARMY MAP SERVICE IN
 DU2052'1966.  A NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED
 DU2052'AT THIS TIME.
 DU2052'
 DU2052'THE STATION MARK IS A STANDARD DISK STAMPED, WOLLEY 1935.
 DU2052'IT IS SET IN THE TOP OF A 14 INCH CONCRETE MONUMENT WHICH
 DU2052'PROJECTS 5 INCHES.  IT IS 31 FEET EAST OF THE FLORENCE-KELVIN
 DU2052'HIGHWAY WHICH IS A GRADED DIRT ROAD, 18 FEET NORTH OF A METAL
 DU2052'WITNESS POST AND SIGN AND ON THE RIGHT OR OUTSIDE OF A LEFT
 DU2052'TURN IN THE ROAD ON TOP OF A PASS.
 DU2052'
 DU2052'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, WOLLEY NO 1 1935.
 DU2052'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 DU2052'PROJECTS 6 INCHES.  IT 51 FEET SOUTHWEST OF THE WITNESS POST,
 DU2052'65 FEET EAST OF THE CENTER OF THE HIGHWAY AND 21 FEET NORTH
 DU2052'OF A SIDE ROAD.  THE MARK IS ABOUT 3 FEET LOWER THAN THE STATION.
 DU2052'
 DU2052'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, WOLLEY NO 3 1935
 DU2052'1971.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 DU2052'WHICH PROJECTS 1-1/2 INCHES ABOVE THE GROUND SURFACE.  50
 DU2052'FEET EAST OF THE HIGHWAY, 21 FEET SOUTHWEST OF THE WITNESS
 DU2052'POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 DU2052'
 DU2052'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, WOLLEY 1935
 DU2052'1971.  IT IS SET IN A ROCK OUTCROP BY A TWIN SAGUARO CACTUS
 DU2052'WHICH IS IN THE CENTER OF THE V FORMED BY A ROAD LEADING
 DU2052'NORTHWEST TO A MICRO-WAVE TOWER, ABOUT 70 YARDS NORTH OF THE
 DU2052'CENTER OF THE INTERSECTION AND 3 FEET SOUTH OF A WITNESS POST
 DU2052'AND SIGN WHICH IS SUPPORTED BY A LARGE CAIRN.  THE MARK IS
 DU2052'0.8 MILE NORTH OF THE STATION ALONG THE HIGHWAY.
 DU2052'
 DU2052'TO REACH THE STATION FROM THE COURT HOUSE IN FLORENCE GO
 DU2052'EAST ALONG BUTTE AVENUE FOR 0.4 MILE TO THE HIGHWAY, CONTINUE
 DU2052'AHEAD ON THE FLORENCE-KELVIN HIGHWAY FOR 24.6 MILES TO THE
 DU2052'STATION ON THE RIGHT ON TOP OF THE SUMMIT AND JUST PAST A
 DU2052'SIDE ROAD RIGHT.
 DU2052'
 DU2052'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DU2052'
 DU2052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DU2052'SOUTHWEST OF KELVIN.
 DU2052
 DU2052                          STATION RECOVERY (2008)
 DU2052
 DU2052'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU2052'RECOVERED STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 3 IN GOOD
 DU2052'CONDITION AS DESCRIBED. AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0301 ***********************************************************************
 GQ0301  DESIGNATION -  WONDER
 GQ0301  PID         -  GQ0301
 GQ0301  STATE/COUNTY-  AZ/COCONINO
 GQ0301  USGS QUAD   -  CHAMISA TANK (1988)
 GQ0301
 GQ0301                         *CURRENT SURVEY CONTROL
 GQ0301  ___________________________________________________________________
 GQ0301* NAD 83(1992)-  36 03 23.55910(N)    112 29 49.14416(W)     ADJUSTED  
 GQ0301* NAVD 88     -      1792.7    (meters)    5882.     (feet)  VERTCON   
 GQ0301  ___________________________________________________________________
 GQ0301  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GQ0301  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GQ0301  HORZ ORDER  -  FIRST
 GQ0301
 GQ0301.The horizontal coordinates were established by classical geodetic methods
 GQ0301.and adjusted by the National Geodetic Survey in August 1993.
 GQ0301
 GQ0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0301
 GQ0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0301
 GQ0301.The geoid height was determined by GEOID03.
 GQ0301
 GQ0301;                    North         East     Units Scale Factor Converg.
 GQ0301;SPC AZ C     -   560,942.219   161,078.734   MT  0.99993367   -0 20 29.7
 GQ0301;SPC AZ C     - 1,840,361.61    528,473.54   iFT  0.99993367   -0 20 29.7
 GQ0301;UTM  12      - 3,991,256.897   365,171.973   MT  0.99982399   -0 52 52.4
 GQ0301
 GQ0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0301!SPC AZ C     -   0.99972236  x   0.99993367  =   0.99965605
 GQ0301!UTM  12      -   0.99972236  x   0.99982399  =   0.99954640
 GQ0301
 GQ0301|---------------------------------------------------------------------|
 GQ0301| PID    Reference Object                     Distance      Geod. Az  |
 GQ0301|                                                           dddmmss.s |
 GQ0301| CH4601 WONDER RM 1                          11.872 METERS 02722     |
 GQ0301| GQ0298 SIGNAL HILL                         APPROX.17.8 KM 0444828.8 |
 GQ0301| CH4602 WONDER RM 2                           9.680 METERS 13244     |
 GQ0301|---------------------------------------------------------------------|
 GQ0301
 GQ0301                          SUPERSEDED SURVEY CONTROL
 GQ0301
 GQ0301  NAD 83(1986)-  36 03 23.55292(N)    112 29 49.14461(W) AD(       ) 1
 GQ0301  NAD 27      -  36 03 23.61300(N)    112 29 46.49700(W) AD(       ) 1
 GQ0301  NGVD 29 (05/08/89) 1791.9    (m)         5879.     (f) VERT ANG    3  
 GQ0301
 GQ0301.Superseded values are not recommended for survey control.
 GQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0301.See file dsdata.txt to determine how the superseded data were derived.
 GQ0301
 GQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE6517291257(NAD 83)
 GQ0301_MARKER: DS = TRIANGULATION STATION DISK
 GQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0301
 GQ0301  HISTORY     - Date     Condition        Report By
 GQ0301  HISTORY     - 1934     MONUMENTED       CGS
 GQ0301  HISTORY     - 1956     GOOD             USGS
 GQ0301  HISTORY     - 1972     GOOD             AZHD
 GQ0301
 GQ0301                          STATION DESCRIPTION
 GQ0301
 GQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GQ0301'STATION IS ON THE HIGHEST POINT OF A GENTLE SLOPING HILL COVERED
 GQ0301'WITH SAGEBRUSH, ABOUT 3 MILES NE FROM THE NEAREST POINT OF
 GQ0301'CATARACT CANYON, AND ABOUT 18 MILES (AIR LINE) W OF GRAND
 GQ0301'CANYON VILLAGE.
 GQ0301'
 GQ0301'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GQ0301'CONCRETE.
 GQ0301'
 GQ0301'REACH FROM GRAND CANYON VILLAGE AS FOLLOWS.  GO W ON THE
 GQ0301'HILLTOP 22.0 MILES TO THE JUNCTION OF THE HILLTOP AND PASTURE
 GQ0301'WASH ROADS, TAKE THE LEFT FORK AND GO S AND W 0.9 MILE, TAKE
 GQ0301'THE RIGHT FORK AND GO 3.2 MILES, TURN LEFT OFF THE ROAD IN
 GQ0301'A GRASSY PLOT AND DRIVE S TO THE TOP OF THE FIRST RIDGE THENCE
 GQ0301'SE ALONG THE RIDGE, CIRCLING THE HEAD OF THE DRAW, THEN SW
 GQ0301'ALONG RIDGE TO THE HIGHEST POINT AND STATION, ABOUT 1.5 MILES
 GQ0301'AFTER LEAVING THE ROAD.
 GQ0301
 GQ0301                          STATION RECOVERY (1956)
 GQ0301
 GQ0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GQ0301'RECOVERED IN GOOD CONDITION.
 GQ0301
 GQ0301                          STATION RECOVERY (1972)
 GQ0301
 GQ0301'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GQ0301'GENERAL LOCATION 18 MILES AIRLINE W OF GRAND CANYON VILLAGE
 GQ0301'AND ABOUT 3 MILES NE FROM THE NEAREST POINT OF CATARACT CANYON.
 GQ0301'
 GQ0301'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 GQ0301'
 GQ0301'STATION MARK STD USC AND GS BC SET IN CONC STAMPED WONDER
 GQ0301'1934
 GQ0301'
 GQ0301'REFERENCE MARKS STD USC AND GS BCS SET IN CONC. COND. GOOD
 GQ0301'
 GQ0301'AZIMUTH MARK NOT OBSERVED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0878 ***********************************************************************
 FR0878  DESIGNATION -  WOOD
 FR0878  PID         -  FR0878
 FR0878  STATE/COUNTY-  AZ/YAVAPAI
 FR0878  USGS QUAD   -  MEATH SPRING (1979)
 FR0878
 FR0878                         *CURRENT SURVEY CONTROL
 FR0878  ___________________________________________________________________
 FR0878* NAD 83(1992)-  35 04 46.31310(N)    112 24 14.05356(W)     ADJUSTED  
 FR0878* NAVD 88     -      1550.2    (meters)    5086.     (feet)  VERTCON   
 FR0878  ___________________________________________________________________
 FR0878  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 FR0878  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 FR0878  HORZ ORDER  -  SECOND
 FR0878
 FR0878.The horizontal coordinates were established by classical geodetic methods
 FR0878.and adjusted by the National Geodetic Survey in August 1993.
 FR0878
 FR0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0878
 FR0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0878
 FR0878.The geoid height was determined by GEOID03.
 FR0878
 FR0878;                    North         East     Units Scale Factor Converg.
 FR0878;SPC AZ C     -   452,505.230   168,928.357   MT  0.99992432   -0 16 48.1
 FR0878;SPC AZ C     - 1,484,597.21    554,226.89   iFT  0.99992432   -0 16 48.1
 FR0878;UTM  12      - 3,882,764.133   372,011.152   MT  0.99980189   -0 48 25.0
 FR0878
 FR0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0878!SPC AZ C     -   0.99976068  x   0.99992432  =   0.99968502
 FR0878!UTM  12      -   0.99976068  x   0.99980189  =   0.99956262
 FR0878
 FR0878|---------------------------------------------------------------------|
 FR0878| PID    Reference Object                     Distance      Geod. Az  |
 FR0878|                                                           dddmmss.s |
 FR0878| CH4603 WOOD RM 1                            17.180 METERS 15513     |
 FR0878| FR0877 TOPEKA                              APPROX. 1.1 KM 1663720.1 |
 FR0878| CH4604 WOOD RM 2                            19.454 METERS 34335     |
 FR0878|---------------------------------------------------------------------|
 FR0878
 FR0878                          SUPERSEDED SURVEY CONTROL
 FR0878
 FR0878  NAD 83(1986)-  35 04 46.31152(N)    112 24 14.05112(W) AD(       ) 2
 FR0878  NAD 27      -  35 04 46.25267(N)    112 24 11.43115(W) AD(       ) 2
 FR0878  NGVD 29 (07/19/86) 1549.3    (m)         5083.     (f) VERT ANG    3  
 FR0878
 FR0878.Superseded values are not recommended for survey control.
 FR0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0878.See file dsdata.txt to determine how the superseded data were derived.
 FR0878
 FR0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD7201182764(NAD 83)
 FR0878_MARKER: DD = SURVEY DISK
 FR0878_SETTING: 66 = SET IN ROCK OUTCROP
 FR0878_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FR0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0878+STABILITY: POSITION/ELEVATION WELL
 FR0878
 FR0878  HISTORY     - Date     Condition        Report By
 FR0878  HISTORY     - 1980     MONUMENTED       AZDT
 FR0878
 FR0878                          STATION DESCRIPTION
 FR0878
 FR0878'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 FR0878'THE STATION IS LOCATED 14 MILES NORTHEAST OF PAULDEN, 11 MILES
 FR0878'SOUTHEAST OF ASHFORK ALONG THE EAST SIDE OF U.S. HIGHWAY 89.
 FR0878'
 FR0878'THE STATION MARK IS AN ADOT DISK STAMPED WOOD 1980.  IT IS SET IN A
 FR0878'DRILL HOLE IN A ROCK, 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 FR0878'AND 5 FEET WEST OF THE WITNESS POST.
 FR0878'
 FR0878'REFERENCE MARK 1 IS AN ADOT DISK STAMPED WOOD RM 1 1980.  IT IS SET IN
 FR0878'A DRILL HOLE IN ROCK.
 FR0878'
 FR0878'REFERENCE MARK 2 IS AN ADOT DISK STAMPED WOOD RM 2 1980.  IT IS SET IN
 FR0878'A DRILL HOLE IN ROCK.
 FR0878'
 FR0878'TO REACH THE STATION FROM THE POST OFFICE IN PAULDEN TRAVEL NORTH ON
 FR0878'U.S. HIGHWAY 89 FOR 15.1 MILES TO THE LAST HIGHWAY CUT ON THE RIGHT
 FR0878'BEFORE CROSSING LITTLE HELL CANYON AND THE STATION ON THE EAST BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1148 ***********************************************************************
 CY1148  DESIGNATION -  WOOD
 CY1148  PID         -  CY1148
 CY1148  STATE/COUNTY-  AZ/COCHISE
 CY1148  USGS QUAD   -  COCHISE HEAD (1979)
 CY1148
 CY1148                         *CURRENT SURVEY CONTROL
 CY1148  ___________________________________________________________________
 CY1148* NAD 83(1992)-  32 07 17.04189(N)    109 20 01.19670(W)     ADJUSTED  
 CY1148* NAVD 88     -      2233.     (meters)    7326.     (feet)  SCALED    
 CY1148  ___________________________________________________________________
 CY1148  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CY1148  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CY1148  HORZ ORDER  -  FIRST
 CY1148
 CY1148.The horizontal coordinates were established by classical geodetic methods
 CY1148.and adjusted by the National Geodetic Survey in August 1993.
 CY1148
 CY1148.The orthometric height was scaled from a topographic map.
 CY1148
 CY1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1148
 CY1148.The geoid height was determined by GEOID03.
 CY1148
 CY1148;                    North         East     Units Scale Factor Converg.
 CY1148;SPC AZ E     -   124,631.349   291,962.336   MT  0.99997617   +0 26 34.6
 CY1148;SPC AZ E     -   408,895.50    957,881.68   iFT  0.99997617   +0 26 34.6
 CY1148;UTM  12      - 3,555,107.796   657,196.143   MT  0.99990474   +0 53 10.3
 CY1148
 CY1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1148!SPC AZ E     -   0.99965367  x   0.99997617  =   0.99962984
 CY1148!UTM  12      -   0.99965367  x   0.99990474  =   0.99955844
 CY1148
 CY1148:                Primary Azimuth Mark                     Grid Az
 CY1148:SPC AZ E     -  BAWTRY                                   089 48 54.1
 CY1148:UTM  12      -  BAWTRY                                   089 22 18.4
 CY1148
 CY1148|---------------------------------------------------------------------|
 CY1148| PID    Reference Object                     Distance      Geod. Az  |
 CY1148|                                                           dddmmss.s |
 CY1148| CY1142 BAWTRY                              APPROX.15.0 KM 0901528.7 |
 CY1148| CC7664 WOOD RM 1                             4.000 METERS 16825     |
 CY1148| CC7665 WOOD RM 2                             7.497 METERS 23510     |
 CY1148|---------------------------------------------------------------------|
 CY1148
 CY1148                          SUPERSEDED SURVEY CONTROL
 CY1148
 CY1148  NAD 83(1986)-  32 07 17.03759(N)    109 20 01.19323(W) AD(       ) 1
 CY1148  NAD 27      -  32 07 16.74500(N)    109 19 58.96600(W) AD(       ) 1
 CY1148
 CY1148.Superseded values are not recommended for survey control.
 CY1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1148.See file dsdata.txt to determine how the superseded data were derived.
 CY1148
 CY1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA5719655108(NAD 83)
 CY1148_MARKER: DS = TRIANGULATION STATION DISK
 CY1148_SETTING: 66 = SET IN ROCK OUTCROP
 CY1148
 CY1148  HISTORY     - Date     Condition        Report By
 CY1148  HISTORY     - 1935     MONUMENTED       CGS
 CY1148
 CY1148                          STATION DESCRIPTION
 CY1148
 CY1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CY1148'STATION IS LOCATED ON THE HIGHEST SUMMIT OF WOOD MOUNTAIN,
 CY1148'(FOREST SERVICE MAP, NOT LOCALLY KNOWN AS SUCH), THE HIGHEST
 CY1148'PEAK OF THE NORTHERN END OF THE CHIRICAHUAS.
 CY1148'
 CY1148'TO REACH FROM SAN SIMON GO DUE SOUTH FROM THE DEPOT (WEST
 CY1148'SIDE OF) FOR 3.8 MILES, TURN RIGHT ONTO DIM ROAD AND GO 8.8
 CY1148'MILES TO THE RANCH OF MR. BERT MORGAN AND THE END OF TRUCK
 CY1148'TRAVEL.  PACK ANIMALS CAN BE OBTAINED HERE.  FROM THE MORGAN
 CY1148'RANCH CONTINUE ON FOOT THROUGH THE CORRAL, THENCE ALONG THE
 CY1148'CORRAL FENCE AFTER PASSING THROUGH THE SECOND GATE, AND TAKE
 CY1148'HORSE TRAIL WHICH GOES UP ON THE BENCH, TRAIL PASSES JUNIPER
 CY1148'TREE, (DO NOT TAKE THE ONE ACROSS THE WASH TO THE RIGHT).
 CY1148'FOLLOW THE TRAIL UP THE BENCH UNTIL IT PETERS OUT, THENCE
 CY1148'KEEP UP THE CANYON CLOSE TO THE MAIN WASH, (THE TERRAIN IS
 CY1148'BADLY CUT UP AND REAL ACCURATE DESCRIPTION IS IMPOSSIBLE),
 CY1148'CONTINUE APPROXIMATELY 3/4 HOUR FROM THE HOUSE, THERE
 CY1148'LEAVE WASH (RIGHT) AND GO UP THE RIDGE, NORTHWEST AND WEST
 CY1148'A HORSE TRAIL WILL BE FOUND A SHORT DISTANCE UP THE HILL,
 CY1148'CONTINUE ON THIS TO A SUMMIT OF A SPUR RIDGE, (TRAIL NOT
 CY1148'VERY DISTINCT ON THIS SUMMIT), TURN RIGHT ALONG CREST OF
 CY1148'THIS RIDGE SUMMIT FOR A FEW HUNDRED FEET AND BEAR LEFT,
 CY1148'HEADING A SHALLOW DRAW OR RATHER A LIMESTONE CUT, THERE IS
 CY1148'A SPRING ON THE WESTERN SIDE AND AT THE FOOT OF THE MAIN
 CY1148'STEEP SLOPE LEADING NORTHWEST TO THE PEAK, TAKE THE HORSE
 CY1148'TRAIL UP THIS SLOPE JUST WEST OF THE SPRING, AND ZIGZAG
 CY1148'UP ITS NUMEROUS DEVIATIONS TO THE HIGHEST SUMMIT, THENCE
 CY1148'DUE NORTH 1/4 MILE TO THE STATION.  THE STATION BEAR 279
 CY1148'DEG (MAG.) FROM THE RANCH AND IT COULD BE SEEN FROM THE
 CY1148'SUMMIT.  IN CASE THIS DESCRIPTION CANNOT BE FOLLOWED, DO
 CY1148'NOT CROSS THE MAIN WASH OR CANYON AND CLIMB THE
 CY1148'MOUNTAIN ON THE SOUTH SIDE (VERY ROUGH).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1150 ***********************************************************************
 CY1150  DESIGNATION -  WOOD WATER TANK
 CY1150  PID         -  CY1150
 CY1150  STATE/COUNTY-  AZ/COCHISE
 CY1150  USGS QUAD   -  BOWIE MTN SOUTH (1974)
 CY1150
 CY1150                         *CURRENT SURVEY CONTROL
 CY1150  ___________________________________________________________________
 CY1150* NAD 83(1992)-  32 06 39.09282(N)    109 27 34.63334(W)     ADJUSTED  
 CY1150* NAVD 88     -              **(meters)            **(feet)            
 CY1150  ___________________________________________________________________
 CY1150  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 CY1150  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CY1150  HORZ ORDER  -  THIRD
 CY1150
 CY1150.The horizontal coordinates were established by classical geodetic methods
 CY1150.and adjusted by the National Geodetic Survey in August 1993.
 CY1150
 CY1150
 CY1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1150
 CY1150.The geoid height was determined by GEOID03.
 CY1150
 CY1150;                    North         East     Units Scale Factor Converg.
 CY1150;SPC AZ E     -   123,377.565   280,084.583   MT  0.99995489   +0 22 33.1
 CY1150;SPC AZ E     -   404,782.04    918,912.67   iFT  0.99995489   +0 22 33.1
 CY1150;UTM  12      - 3,553,762.289   645,329.427   MT  0.99986047   +0 49 08.2
 CY1150
 CY1150                          SUPERSEDED SURVEY CONTROL
 CY1150
 CY1150  NAD 83(1986)-  32 06 39.08727(N)    109 27 34.63034(W) AD(       ) 4
 CY1150  NAD 27      -  32 06 38.79400(N)    109 27 32.40300(W) AD(       ) 3
 CY1150
 CY1150.Superseded values are not recommended for survey control.
 CY1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1150.See file dsdata.txt to determine how the superseded data were derived.
 CY1150
 CY1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA4532953762(NAD 83)
 CY1150_MARKER: 53 = ELEVATED TANK
 CY1150
 CY1150  HISTORY     - Date     Condition        Report By
 CY1150  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY1150  HISTORY     - 1974     SEE DESCRIPTION  USGS
 CY1150
 CY1150                          STATION DESCRIPTION
 CY1150
 CY1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1150'THE WATER TANK IS LOCATED ABOUT 24 MILES ESE OF WILLCOX
 CY1150'AND ABOUT 14-1/2 MILES S OF BOWIE.  IT IS IN A RANCH YARD
 CY1150'THAT LIES AT THE BASE OF THE RIDGE-LIKE HILLS FORMING A
 CY1150'CONNECTION BETWEEN THE CHIRICAHUA MOUNTAINS AND THE DOS
 CY1150'CABEZAS RANGE.  THROUGH THESE HILLS A ROAD LEADS E AND N TO
 CY1150'BOWIE THROUGH APACHE PASS.  THE TANK IS LOCATED ON THE S
 CY1150'SIDE OF THE HILLS AND ABOUT 2 MILES S OF THE ROAD.
 CY1150'
 CY1150'THE TANK IS A WOODEN STRUCTURE ABOUT 15 FEET IN DIAMETER
 CY1150'AND 10 FEET HIGH.  THE ENTIRE STRUCTURE IS ABOUT 20 FEET HIGH,
 CY1150'THE TANK BEING SET ON WOOD PILES ABOUT 10 FEET HIGH.
 CY1150
 CY1150                          STATION RECOVERY (1974)
 CY1150
 CY1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CY1150'THE WOOD WATER TANK NO LONGER EXIST.  THE WOOD PILES ARE
 CY1150'STILL THERE BUT THE WOOD WATER TANK WAS REPLACED BY A
 CY1150'GALVANIZED WATER TANK.  THE OLD WOOD TANK WAS INTERSECTED
 CY1150'ONLY AND NO TABLET WAS SET.
 CY1150'
 CY1150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14
 CY1150'AIR MILES S OF BOWIE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0965 ***********************************************************************
 ES0965  DESIGNATION -  WOODLAND
 ES0965  PID         -  ES0965
 ES0965  STATE/COUNTY-  AZ/COCONINO
 ES0965  USGS QUAD   -  KINNIKINICK LAKE (1970)
 ES0965
 ES0965                         *CURRENT SURVEY CONTROL
 ES0965  ___________________________________________________________________
 ES0965* NAD 83(1992)-  34 59 56.71200(N)    111 17 02.10348(W)     ADJUSTED  
 ES0965* NAVD 88     -      2133.0    (meters)    6998.     (feet)  VERTCON   
 ES0965  ___________________________________________________________________
 ES0965  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 ES0965  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 ES0965  HORZ ORDER  -  SECOND
 ES0965
 ES0965.The horizontal coordinates were established by classical geodetic methods
 ES0965.and adjusted by the National Geodetic Survey in August 1993.
 ES0965
 ES0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0965
 ES0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0965
 ES0965.The geoid height was determined by GEOID03.
 ES0965
 ES0965;                    North         East     Units Scale Factor Converg.
 ES0965;SPC AZ C     -   443,655.829   271,117.772   MT  0.99994110   +0 21 46.6
 ES0965;SPC AZ C     - 1,455,563.74    889,494.00   iFT  0.99994110   +0 21 46.6
 ES0965;UTM  12      - 3,872,978.597   474,091.722   MT  0.99960827   -0 09 46.2
 ES0965
 ES0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0965!SPC AZ C     -   0.99966899  x   0.99994110  =   0.99961011
 ES0965!UTM  12      -   0.99966899  x   0.99960827  =   0.99927739
 ES0965
 ES0965:                Primary Azimuth Mark                     Grid Az
 ES0965:SPC AZ C     -  LOS ANGELES ALBUQ AWY BCN 43 A           002 17 38.7
 ES0965:UTM  12      -  LOS ANGELES ALBUQ AWY BCN 43 A           002 49 11.5
 ES0965
 ES0965|---------------------------------------------------------------------|
 ES0965| PID    Reference Object                     Distance      Geod. Az  |
 ES0965|                                                           dddmmss.s |
 ES0965| FQ0604 LOS ANGELES ALBUQ AWY BCN 43 A      APPROX.16.5 KM 0023925.3 |
 ES0965| FQ0600 LOS ANGELES ALBUQ AWY BCN 43 B      APPROX.13.5 KM 0270508.9 |
 ES0965| FQ0596 SUNSHINE ATT MICROWAVE TOWER        APPROX.26.2 KM 0601543.5 |
 ES0965| CH4606 WOODLAND RM 1                         5.986 METERS 07639     |
 ES0965| CH4605 WOODLAND AZ MK                                     0973829.3 |
 ES0965| FQ0606 LOS ANGELES ALBUQ AWY BCN 42        APPROX.24.1 KM 3150916.3 |
 ES0965| CH4607 WOODLAND RM 2                        13.329 METERS 31553     |
 ES0965|---------------------------------------------------------------------|
 ES0965
 ES0965                          SUPERSEDED SURVEY CONTROL
 ES0965
 ES0965  NAD 83(1986)-  34 59 56.70626(N)    111 17 02.10616(W) AD(       ) 2
 ES0965  NAD 27      -  34 59 56.65000(N)    111 16 59.57800(W) AD(       ) 2
 ES0965  NGVD 29 (07/19/86) 2132.0    (m)         6995.     (f) VERT ANG    3  
 ES0965
 ES0965.Superseded values are not recommended for survey control.
 ES0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0965.See file dsdata.txt to determine how the superseded data were derived.
 ES0965
 ES0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD7409272979(NAD 83)
 ES0965_MARKER: DS = TRIANGULATION STATION DISK
 ES0965_SETTING: 80 = SET IN A BOULDER
 ES0965_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ES0965
 ES0965  HISTORY     - Date     Condition        Report By
 ES0965  HISTORY     - 1936     MONUMENTED       CGS
 ES0965  HISTORY     - 1955     GOOD             CGS
 ES0965  HISTORY     - 1958     GOOD             CGS
 ES0965  HISTORY     - 1959     GOOD             CGS
 ES0965  HISTORY     - 1969     GOOD             AZHD
 ES0965
 ES0965                          STATION DESCRIPTION
 ES0965
 ES0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ES0965'STATION IS LOCATED ABOUT 25 MILES AIRLINE SOUTHEAST OF FLAGSTAFF,
 ES0965'3 MILES NORTHWEST OF WOODLAND RANGER STATION, ON THE NORTHEAST
 ES0965'AND HIGHEST POINT OF A HIGH WOODED MESA, 1 MILE WEST OF GRADED
 ES0965'ROAD LEADING FROM NORTH THROUGH NATIONAL FOREST TO THE RANGER
 ES0965'STATION, 3/4 MILE WEST OF RANCH BUILDINGS, 1/2 MILE
 ES0965'WEST-NORTHWEST OF ARTIFICIAL POND.  IT IS 9 MILES EAST-NORTHEAST
 ES0965'OF NORTH END OF MORMON LAKE.
 ES0965'THERE IS NO UNDERGROUND MARK.
 ES0965'
 ES0965'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, SET IN
 ES0965'DRILL HOLE IN BOULDER.
 ES0965'
 ES0965'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, SET IN DRILL
 ES0965'HOLE IN BOULDER.  THE DISTANCE BETWEEN REFERENCE
 ES0965'MARKS IS 56.40 FEET.
 ES0965'
 ES0965'THE AZIMUTH MARK IS WEST OF THE STATION, 0.1 MILE WEST OF
 ES0965'NORTH-SOUTH GRADED ROAD, 100 YARDS EAST OF RANCH BUILDING,
 ES0965'70 FEET EAST OF RANCH ROAD FORKS, 25 FEET SOUTH OF NORTH
 ES0965'FORK, 18 FEET SOUTH-SOUTHWEST OF A TWO-TRUNK JUNIPER TREE.  MARK
 ES0965'PROJECTS 4 INCHES.
 ES0965'
 ES0965'TO REACH THE SECTION FROM TOWNSEND CAMP, AT JUNCTION OF
 ES0965'U.S. HIGHWAYS 66 AND 89, ABOUT 6 MILES EAST OF FLAGSTAFF, GO
 ES0965'EAST ON HIGHWAY 66 FOR 19.2 MILES TO GRADED ROAD SOUTH.  TURN
 ES0965'SOUTH ON THIS ROAD AND GO 12.3 MILES TO SOUTH BOUNDARY OF
 ES0965'NATIONAL FOREST AT CATTLE GUARD.  CONTINUE SOUTH FOR 1.45
 ES0965'MILES TO TRACK ROAD WEST, GO WEST ON THIS ROAD FOR 0.3 MILE
 ES0965'TO RANCH BUILDINGS.  BEAR TO THE LEFT AND PASS THROUGH GATE
 ES0965'AND GO 0.25 MILE TO CATTLE GUARD AT WEST SIDE OF ARTIFICIAL
 ES0965'POND.  FROM HERE DRIVE NORTHWEST UP THROUGH TREES FOR ABOUT
 ES0965'0.4 MILE TO FENCE LINE AND END OF TRUCK TRAVEL.  THEN PACK
 ES0965'NORTHWEST TO TOP OF MESA AND STATION AT NORTHEAST END.
 ES0965'THIS IS A 20-MINUTE PACK.
 ES0965'
 ES0965'SIGNALS SHOWN FROM THE GROUND AT TUFA, MERRIAM, SWNIR, SUNSHINE
 ES0965'AND SUNSET 1920 ARE VISIBLE FROM THE GROUND.
 ES0965'
 ES0965'A SIGNAL 20 FEET ABOVE JAY IS VISIBLE FROM THE GROUND.
 ES0965
 ES0965                          STATION RECOVERY (1955)
 ES0965
 ES0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 ES0965'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 ES0965'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF THE STATION
 ES0965'IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 ES0965'
 ES0965'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 ES0965'RAILWAY DEPOT IN FLAGSTAFF, GO E ON U.S. HIGHWAY 66 FOR 24.7 MI.
 ES0965'TO A GRADED ROAD S (FOREST SERVICE ROUTE 126).  TURN S ON THIS
 ES0965'ROAD FOR 6.7 MI. TO A CATTLE GUARD AT THE N BOUNDARY OF THE
 ES0965'COCONINO NATIONAL FOREST, PROCEED FOR 6.7 MI. TO ANOTHER
 ES0965'CATTLE GUARD, AND CONTINUE FOR 1.55 MI. TO A TRACK ROAD W.  TURN
 ES0965'W ON THIS ROAD (PASSING THE AZIMUTH MARK WHICH IS 0.15 MI. FROM
 ES0965'THE TURN) AND GO 0.3 MI. TO RANCH BUILDINGS AND A GATE.  BEAR
 ES0965'LEFT THROUGH THE GATE AND FOLLOW THE TRACK ROAD FOR 0.25 MI.
 ES0965'TO THE W SIDE OF AN ARTIFICIAL POND AND THE END OF TRUCK
 ES0965'TRAVEL.  PACK NW UP THE SLOPE TO THE TOP OF THE MESA (ABOUT 0.9
 ES0965'MI.) TO THE STATION SITE.
 ES0965
 ES0965                          STATION RECOVERY (1958)
 ES0965
 ES0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 ES0965'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 ES0965'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 ES0965'GOOD CONDITION.
 ES0965'
 ES0965'THE 1936 DESCRIPTION IS ADEQUATE.
 ES0965
 ES0965                          STATION RECOVERY (1959)
 ES0965
 ES0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ES0965'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 ES0965'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ES0965'
 ES0965'THE STATION IS LOCATED ON THE NORTHEAST END OF A HIGH, TIMBERED
 ES0965'MESA AND IS ABOUT 25 MILES SOUTHEAST OF FLAGSTAFF, 3 MILES
 ES0965'NORTHWEST OF THE WOODLAND RANGER STATION AND ABOUT 1/2 MILE
 ES0965'WEST-NORTHWEST OF A STOCK POND.
 ES0965'
 ES0965'TO REACH THE STATION FROM THE POST OFFICE IN FLAGSTAFF GO
 ES0965'SOUTH ON NORTH SAN FRANCISCO STREET FOR 0.1 MILE TO THE SECOND
 ES0965'TRAFFIC LIGHT AND JUNCTION WITH U.S. HIGHWAYS 66 AND 89.  TURN
 ES0965'LEFT AND GO EAST ON U.S. HIGHWAYS 66 AND 89 FOR 3.45 MILES TO
 ES0965'A FORK WHERE U.S. HIGHWAY 89 GOES NORTHEAST.  CONTINUE STRAIGHT
 ES0965'AHEAD, EASTERLY, ON U.S. HIGHWAY 66 FOR 18.95 MILES TO A
 ES0965'SIDEROAD RIGHT.  TURN RIGHT AND GO 6.2 MILES SOUTH ON A GRADED
 ES0965'DIRT ROAD (FOREST ROAD 126) TO A CATTLE GUARD AT THE
 ES0965'NORTHERN BOUNDARY OF THE COCONINO NATIONAL FOREST.
 ES0965'CONTINUE SOUTHEASTERLY ON THE SAME ROAD FOR 6.1 MILES TO A
 ES0965'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD, SOUTHEAST AND THEN
 ES0965'SOUTH, FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK OFF THE MAIN
 ES0965'ROAD AND GO SOUTHWEST FOR 0.1 MILE TO A REVERSE Y FORK
 ES0965'AND THE AZIMUTH MARK ON THE LEFT, IN THE FORK BETWEEN TWO
 ES0965'CONVERGING ROADS.  CONTINUE STRAIGHT AHEAD, WESTERLY, FOR
 ES0965'0.1 MILE, PASSING A RANCH HOUSE ON YOUR LEFT, TO A GATE
 ES0965'LEADING LEFT INTO A CORRAL.  PASS THROUGH THE GATE AND CUT
 ES0965'SOUTHWEST, DIAGONALLY ACROSS THE CORRAL, FOR 0.05 MILE
 ES0965'TO ANOTHER GATE IN THE OPPOSITE CORNER.  CONTINUE STRAIGHT
 ES0965'AHEAD ON A TRACK ROAD THROUGH THIS GATE AND GO SOUTHWEST AND
 ES0965'WEST FOR 0.2 MILE TO A FAINT FORK ON THE WEST SIDE OF A
 ES0965'STOCK POND.  TAKE THE RIGHT FORK AND GO NORTHWEST ON A FAINT
 ES0965'TRACK ROAD UP THE RIDGE FOR 0.45 MILE TO THE END OF TRUCK
 ES0965'TRAVEL AT A FENCE.  PACK NORTHWEST UP THE RIDGE TO THE NORTHEAST
 ES0965'END OF THE MESA AND THE STATION.  ABOUT A 20 MINUTE PACK.
 ES0965'
 ES0965'THE STATION IS A STANDARD DISK STAMPED WOODLAND 1936 CEMENTED
 ES0965'IN A DRILL HOLE IN AN OUTCROPPING BOULDER AND PROJECTS 6
 ES0965'INCHES.  IT IS ABOUT 12 FEET EAST OF A CLUMP OF JUNIPER TREES.
 ES0965'
 ES0965'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED WOODLAND
 ES0965'NO 1 1936 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER,
 ES0965'AND PROJECTS 4 INCHES.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 ES0965'THAN THE STATION.
 ES0965'
 ES0965'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED WOODLAND
 ES0965'NO 2 1936 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER,
 ES0965'AND PROJECTS 1 INCH.  IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION
 ES0965'THAN THE STATION.
 ES0965'
 ES0965'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WOODLAND 1936
 ES0965'SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT,
 ES0965'AND PROJECTS 4 INCHES.  IT IS 8 FEET NORTH OF CENTERLINE OF A
 ES0965'TRACK ROAD, 9.5 FEET SOUTHEAST OF CENTERLINE OF ANOTHER TRACK
 ES0965'ROAD, AND 23 FEET EAST OF THE INTERSECTION OF THE CENTERLINES
 ES0965'OF THE TWO TRACK ROADS.
 ES0965
 ES0965                          STATION RECOVERY (1969)
 ES0965
 ES0965'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (ARD)
 ES0965'TO REACH - EXISTING DESCRIPTION ADEQUATE
 ES0965'
 ES0965'STATION MARK - RECOVERED AS DESCRIBED
 ES0965'
 ES0965'REFERENCE MARKS - RECOVERED AS DESCRIBED
 ES0965'
 ES0965'AZIMUTH MARK - NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1005 ***********************************************************************
 ET1005  DESIGNATION -  WOODLAND PEAK
 ET1005  PID         -  ET1005
 ET1005  STATE/COUNTY-  AZ/YAVAPAI
 ET1005  USGS QUAD   -  INDIAN PEAK (1986)
 ET1005
 ET1005                         *CURRENT SURVEY CONTROL
 ET1005  ___________________________________________________________________
 ET1005* NAD 83(1992)-  34 54 07.45981(N)    112 47 52.76285(W)     ADJUSTED  
 ET1005* NAVD 88     -      1764.     (meters)    5787.     (feet)  SCALED    
 ET1005  ___________________________________________________________________
 ET1005  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ET1005  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET1005  HORZ ORDER  -  THIRD
 ET1005
 ET1005.The horizontal coordinates were established by classical geodetic methods
 ET1005.and adjusted by the National Geodetic Survey in August 1993.
 ET1005
 ET1005.The orthometric height was scaled from a topographic map.
 ET1005
 ET1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1005
 ET1005.The geoid height was determined by GEOID03.
 ET1005
 ET1005;                    North         East     Units Scale Factor Converg.
 ET1005;SPC AZ C     -   433,065.675   132,816.850   MT  0.99997993   -0 30 15.5
 ET1005;SPC AZ C     - 1,420,819.14    435,750.82   iFT  0.99997993   -0 30 15.5
 ET1005;UTM  12      - 3,863,658.414   335,725.850   MT  0.99993261   -1 01 44.4
 ET1005
 ET1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1005!SPC AZ C     -   0.99972732  x   0.99997993  =   0.99970725
 ET1005!UTM  12      -   0.99972732  x   0.99993261  =   0.99965995
 ET1005
 ET1005                          SUPERSEDED SURVEY CONTROL
 ET1005
 ET1005  NAD 83(1986)-  34 54 07.46471(N)    112 47 52.75747(W) AD(       ) 3
 ET1005  NAD 27      -  34 54 07.39200(N)    112 47 50.11700(W) AD(       ) 3
 ET1005
 ET1005.Superseded values are not recommended for survey control.
 ET1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1005.See file dsdata.txt to determine how the superseded data were derived.
 ET1005
 ET1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD3572663658(NAD 83)
 ET1005_MARKER: DD = SURVEY DISK
 ET1005_SETTING: 66 = SET IN ROCK OUTCROP
 ET1005_SP_SET: SET IN BEDROCK
 ET1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET1005+STABILITY: POSITION/ELEVATION WELL
 ET1005
 ET1005  HISTORY     - Date     Condition        Report By
 ET1005  HISTORY     - 1935     MONUMENTED       USFS
 ET1005
 ET1005                          STATION DESCRIPTION
 ET1005
 ET1005'DESCRIBED BY US FOREST SERVICE 1935
 ET1005'STATION IS ON THE HIGHEST AND MOST PROMINENT TIMBERED PEAK
 ET1005'IN THE VICINITY OF WALNUT CREEK RANGER STATION, APPROXIMATELY
 ET1005'2 MI. S OF THE J.R. WILLIAMS RANCH.
 ET1005'
 ET1005'STATION MARK IS A STANDARD U.S.F.S. TABLET, IN BEDROCK, STAMPED
 ET1005'WOODLAND PEAK 1935.
 ET1005'
 ET1005'TO REACH THE STATION FROM PRESCOTT, TAKE THE PRESCOTT-WALNUT
 ET1005'CREEK-SELIGMAN ROAD FOR APPROXIMATELY 35 MI. TO A RIGHT-ANGLE
 ET1005'BEND IN THE ROAD.  FROM HERE IT IS ABOUT A 1-1/2-HOUR CLIMB S
 ET1005'TO THE TOP OF THE HIGHEST PEAK AND STATION.
 ET1005'
 ET1005'SIGNAL--FLUTTER FLAGS ON 10-FT. POLE SUPPORTED BY 6-FT. ROCK
 ET1005'CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1051 ***********************************************************************
 ES1051  DESIGNATION -  WOODRUFF
 ES1051  PID         -  ES1051
 ES1051  STATE/COUNTY-  AZ/NAVAJO
 ES1051  USGS QUAD   -  TENMILE CEDARS (1970)
 ES1051
 ES1051                         *CURRENT SURVEY CONTROL
 ES1051  ___________________________________________________________________
 ES1051* NAD 83(1992)-  34 43 50.33400(N)    110 00 14.42701(W)     ADJUSTED  
 ES1051* NAVD 88     -      1651.8    (meters)    5419.     (feet)  VERTCON   
 ES1051  ___________________________________________________________________
 ES1051  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 ES1051  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ES1051  HORZ ORDER  -  SECOND
 ES1051
 ES1051.The horizontal coordinates were established by classical geodetic methods
 ES1051.and adjusted by the National Geodetic Survey in August 1993.
 ES1051
 ES1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1051
 ES1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1051
 ES1051.The geoid height was determined by GEOID03.
 ES1051
 ES1051;                    North         East     Units Scale Factor Converg.
 ES1051;SPC AZ E     -   413,707.886   228,255.868   MT  0.99990273   +0 05 33.6
 ES1051;SPC AZ E     - 1,357,309.34    748,870.96   iFT  0.99990273   +0 05 33.6
 ES1051;UTM  12      - 3,843,625.207   591,184.406   MT  0.99970248   +0 34 02.9
 ES1051
 ES1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1051!SPC AZ E     -   0.99974458  x   0.99990273  =   0.99964734
 ES1051!UTM  12      -   0.99974458  x   0.99970248  =   0.99944714
 ES1051
 ES1051:                Primary Azimuth Mark                     Grid Az
 ES1051:SPC AZ E     -  WOODRUFF AZ MK                           154 13 19.5
 ES1051:UTM  12      -  WOODRUFF AZ MK                           153 44 50.2
 ES1051
 ES1051|---------------------------------------------------------------------|
 ES1051| PID    Reference Object                     Distance      Geod. Az  |
 ES1051|                                                           dddmmss.s |
 ES1051| CD3868 WOODRUFF AZ MK                                     1541853.1 |
 ES1051| CD3869 WOODRUFF RM 1                         8.720 METERS 20501     |
 ES1051| CD3870 WOODRUFF RM 2                        19.368 METERS 32235     |
 ES1051|---------------------------------------------------------------------|
 ES1051
 ES1051                          SUPERSEDED SURVEY CONTROL
 ES1051
 ES1051  NAD 83(1986)-  34 43 50.32709(N)    110 00 14.43137(W) AD(       ) 2
 ES1051  NAD 27      -  34 43 50.21400(N)    110 00 12.01600(W) AD(       ) 2
 ES1051  NGVD 29 (07/19/86) 1651.0    (m)         5417.     (f) VERT ANG    3  
 ES1051
 ES1051.Superseded values are not recommended for survey control.
 ES1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1051.See file dsdata.txt to determine how the superseded data were derived.
 ES1051
 ES1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD9118443625(NAD 83)
 ES1051_MARKER: DS = TRIANGULATION STATION DISK
 ES1051_SETTING: 66 = SET IN ROCK OUTCROP
 ES1051
 ES1051  HISTORY     - Date     Condition        Report By
 ES1051  HISTORY     - 1936     MONUMENTED       CGS
 ES1051  HISTORY     - 1959     GOOD             CGS
 ES1051
 ES1051                          STATION DESCRIPTION
 ES1051
 ES1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1051'THE STATION IS ON THE HIGHEST POINT OF A LOW ROCKY MESA, LYING
 ES1051'ABOUT 15 MILES SOUTHEAST OF HOLBROOK AND ABOUT 4.5 MILES SOUTHEAST
 ES1051'OF THE VILLAGE OF WOODRUFF.  IT IS ABOUT 1 MILE SOUTH-SOUTHEAST
 ES1051'OF THE BRIDGE ON THE OLD SPRINGERVILLE HIGHWAY OVER THE LITTLE
 ES1051'COLORADO RIVER.
 ES1051'
 ES1051'TO REACH THE STATION FROM HOLBROOK, GO EAST ON U.S. HIGHWAY
 ES1051'260 (TOWARDS HUNT), FROM THE JUNCTION WITH STATE HIGHWAY 77
 ES1051'WHICH IS ABOUT 1 MILE SOUTH OF TOWN, FOR 4.9 MILES.  TURN RIGHT
 ES1051'OFF THE HIGHWAY AT THE SIGN READING WOODRUFF 7 AND GO SOUTH ON
 ES1051'THE OLD GRADED ROAD 7.7 MILES TO THE WOODRUFF POST OFFICE AT THE
 ES1051'LEFT OF THE ROAD.  THENCE CONTINUE SOUTH ON THE MAIN GRADED ROAD
 ES1051'0.9 MILE, TAKE THE RIGHT FORK SOUTH AND GO 1.3 MILES.  AGAIN
 ES1051'TAKE THE RIGHT FORK, THE MAIN-TRAVELED ROAD, AND GO 1.2 MILES TO
 ES1051'THE BRIDGE OVER THE LITTLE COLORADO RIVER, CROSS THE BRIDGE
 ES1051'AND CONTINUE SOUTH ON THE MAIN-TRAVELED ROAD 0.3 MILE,
 ES1051'KEEP THE LEFT FORK AND GO 0.8 MILE, TAKE THE LEFT FORK
 ES1051'SOUTHEAST FROM THE OLD SIGN AND CONTINUE 0.3 MILE.  PASS
 ES1051'THROUGH THE GATE AND GO NORTHEAST CROSS COUNTRY TO THE
 ES1051'SOUTHEAST SIDE OF THE MESA, THEN BEARING TO THE LEFT OR
 ES1051'NORTHWEST ALONG THE DIVIDE, THROUGH THE ROCKS TO THE HIGHEST
 ES1051'POINT OF THE MESA, 1.0 MILE FROM THE GATE, AND THE STATION.
 ES1051'
 ES1051'REFERENCE MARK NO. 1 IS 8.720 METERS SOUTH-SOUTHWEST OF THE
 ES1051'STATION.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 ES1051'IT IS STAMPED WOODRUFF NO. 1 1936.
 ES1051'
 ES1051'REFERENCE MARK NO. 2 IS 19.368 METERS NORTHWEST OF THE STATION.
 ES1051'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 ES1051'IT IS STAMPED WOODRUFF NO. 2 1936.
 ES1051'
 ES1051'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHEAST OF THE
 ES1051'STATION IN A ROCK OUTCROP.  THE MARK IS CEMENTED IN A DRILL HOLE
 ES1051'IN AN OUTCROPPING BOULDER.  IT IS STAMPED WOODRUFF 1936.
 ES1051'
 ES1051'A 4-FOOT STAND SAW ALL STATION.
 ES1051
 ES1051                          STATION RECOVERY (1959)
 ES1051
 ES1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES1051'STATION WAS RECOVERED, THE STATION MARK AND REFERENCE MARKS WERE
 ES1051'FOUND IN GOOD CONDITION, AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 ES1051'FOUND.
 ES1051'
 ES1051'REACHED FROM THE POST OFFICE AT HOLBROOK, GO SOUTH ON U.S.
 ES1051'HIGHWAY 260 AND ARIZONA STATE HIGHWAY 77 FOR 0.9 MILE TO A Y-FORK.
 ES1051'U.S. HIGHWAY 260 TURNS TO THE LEFT, SOUTHEAST, CONTINUE AHEAD,
 ES1051'SOUTH ON ARIZONA STATE HIGHWAY 77 FOR 6.1 MILES TO A T-ROAD, LEFT,
 ES1051'AND A SIGN (WOODRUFF).  TURN LEFT, GO EAST SOUTHEAST ON THE
 ES1051'PAVED ROAD FOR 5.2 MILES TO THE VILLAGE OF WOODRUFF.  FROM HERE
 ES1051'CONTINUE AHEAD SOUTHWARD FOR 3.4 MILES TO THE BRIDGE OVER THE
 ES1051'LITTLE COLORADO RIVER, CROSS THE BRIDGE AND CONTINUE AHEAD
 ES1051'SOUTH AND SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 1.2 MILES TO
 ES1051'A Y-FORK.  TAKE THE LEFT ROAD, GO SOUTHEAST FOR 0.6 MILE
 ES1051'TO A DIM TRACK ROAD ON THE LEFT, EAST.  LEAVE THE GRADED ROAD,
 ES1051'TURN LEFT, EAST, ON THE TRACK ROAD, GO 0.4 MILE TO A OLD COW
 ES1051'CAMP, TURN LEFT, GO NORTH NORTHWEST, UP THE RIDGE, ACROSS
 ES1051'COUNTRY, FOR 0.7 MILE TO THE HIGHEST PART OF THE HILL AND
 ES1051'STATION.
 ES1051'
 ES1051'THERE ARE OTHER HILLS WITHIN A MILE OF THE
 ES1051'STATION, THAT ARE HIGHER THAN THE HILL THE STATION IS ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0536 ***********************************************************************
 ES0536  DESIGNATION -  WOODS
 ES0536  PID         -  ES0536
 ES0536  STATE/COUNTY-  AZ/COCONINO
 ES0536  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0536
 ES0536                         *CURRENT SURVEY CONTROL
 ES0536  ___________________________________________________________________
 ES0536* NAD 83(1992)-  34 52 28.43688(N)    111 38 09.54293(W)     ADJUSTED  
 ES0536* NAVD 88     -      1943.911  (meters)    6377.65   (feet)  ADJUSTED  
 ES0536  ___________________________________________________________________
 ES0536  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 ES0536  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ES0536  DYNAMIC HT  -        1941.190 (meters)    6368.72  (feet)  COMP
 ES0536  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 ES0536
 ES0536  HORZ ORDER  -  SECOND
 ES0536  VERT ORDER  -  SECOND    CLASS 0
 ES0536
 ES0536.The horizontal coordinates were established by classical geodetic methods
 ES0536.and adjusted by the National Geodetic Survey in August 1993.
 ES0536
 ES0536.The orthometric height was determined by differential leveling
 ES0536.and adjusted in June 1991.
 ES0536
 ES0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0536
 ES0536.The geoid height was determined by GEOID03.
 ES0536
 ES0536.The dynamic height is computed by dividing the NAVD 88
 ES0536.geopotential number by the normal gravity value computed on the
 ES0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0536.degrees latitude (g = 980.6199 gals.).
 ES0536
 ES0536.The modeled gravity was interpolated from observed gravity values.
 ES0536
 ES0536;                    North         East     Units Scale Factor Converg.
 ES0536;SPC AZ C     -   429,695.947   239,019.503   MT  0.99990811   +0 09 37.8
 ES0536;SPC AZ C     - 1,409,763.61    784,184.72   iFT  0.99990811   +0 09 37.8
 ES0536;UTM  12      - 3,859,317.486   441,876.555   MT  0.99964164   -0 21 49.2
 ES0536
 ES0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0536!SPC AZ C     -   0.99969868  x   0.99990811  =   0.99960682
 ES0536!UTM  12      -   0.99969868  x   0.99964164  =   0.99934043
 ES0536
 ES0536|---------------------------------------------------------------------|
 ES0536| PID    Reference Object                     Distance      Geod. Az  |
 ES0536|                                                           dddmmss.s |
 ES0536| ES0537 WOODS RM 1                           54.072 METERS 16629     |
 ES0536| CH4608 WOODS RM 2                           46.269 METERS 27508     |
 ES0536| ES0535 WOODS AZ MK                                        3452202.0 |
 ES0536|---------------------------------------------------------------------|
 ES0536
 ES0536                          SUPERSEDED SURVEY CONTROL
 ES0536
 ES0536  NAD 83(1986)-  34 52 28.43293(N)    111 38 09.54071(W) AD(       ) 2
 ES0536  NAD 27      -  34 52 28.37780(N)    111 38 06.99120(W) AD(       ) 2
 ES0536  NGVD 29 (??/??/92) 1942.970  (m)         6374.56   (f) ADJ UNCH    2 0
 ES0536
 ES0536.Superseded values are not recommended for survey control.
 ES0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0536.See file dsdata.txt to determine how the superseded data were derived.
 ES0536
 ES0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4187759317(NAD 83)
 ES0536_MARKER: DE = TRAVERSE STATION DISK
 ES0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0536_STAMPING: WOODS 1959
 ES0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0536+STABILITY: SURFACE MOTION
 ES0536
 ES0536  HISTORY     - Date     Condition        Report By
 ES0536  HISTORY     - 1959     MONUMENTED       CGS
 ES0536  HISTORY     - 1959     GOOD             CGS
 ES0536  HISTORY     - 20050915 GOOD             USPSQD
 ES0536
 ES0536                          STATION DESCRIPTION
 ES0536
 ES0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0536'THE STATION IS IN TIMBER LAND JUST WEST OF INTERSTATE HIGHWAY
 ES0536'17, ABOUT 22 MILES SOUTH OF FLAGSTAFF, 7.5 MILES EAST OF SEDONA
 ES0536'AND 4 MILES SOUTH OF A GOLF COURSE.
 ES0536'
 ES0536'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66, 89 AND
 ES0536'89A AT THE SOUTH SIDE OF FLAGSTAFF, GO SOUTH ON U.S. HIGHWAY
 ES0536'89A FOR 5 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO EAST
 ES0536'0.9 MILE TO THE INTERSTATE HIGHWAY 17.  TURN RIGHT AND FOLLOW
 ES0536'THE HIGHWAY SOUTH 19.3 MILES TO THE STATION ON THE RIGHT, WEST.
 ES0536'
 ES0536'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED WOODS 1959,
 ES0536'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 ES0536'IT IS 42.1 FEET NORTHWEST OF A WITNESS POST AND 16.5 FEET
 ES0536'WEST OF THE WEST RIGHT-OF-WAY FENCE.
 ES0536'
 ES0536'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WOODS NO 1 1959,
 ES0536'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES.
 ES0536'IT IS 87.6 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND
 ES0536'136.4 FEET SOUTH OF THE WITNESS POST.
 ES0536'
 ES0536'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOODS NO 2 1959,
 ES0536'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 ES0536'THE GROUND.  IT IS 143.5 FEET NORTH OF THE WITNESS POST AND
 ES0536'72 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE.
 ES0536'
 ES0536'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WOODS 1959,
 ES0536'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES.
 ES0536'IT IS 0.1 MILE NORTH OF A ROCK CUT, 99 FEET WEST OF THE EAST
 ES0536'RIGHT-OF-WAY FENCE AND 10.6 FEET NORTHWEST OF A WITNESS POST.
 ES0536'
 ES0536'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 ES0536'THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT, EAST.
 ES0536
 ES0536                          STATION RECOVERY (1959)
 ES0536
 ES0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0536'22.0 MI S FROM FLAGSTAFF.
 ES0536'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0536'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0536'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0536'HIGHWAY 17, THENCE 19.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT
 ES0536'5.2 MILES SOUTH OF THE GOLF COURSE, 42.1 FEET NORTHWEST OF THE WITNESS
 ES0536'POST, 16.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 ES0536'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 ES0536
 ES0536                          STATION RECOVERY (2005)
 ES0536
 ES0536'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 ES0536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0535 ***********************************************************************
 ES0535  DESIGNATION -  WOODS AZ MK
 ES0535  PID         -  ES0535
 ES0535  STATE/COUNTY-  AZ/COCONINO
 ES0535  USGS QUAD   -  MUNDS PARK (1974)
 ES0535
 ES0535                         *CURRENT SURVEY CONTROL
 ES0535  ___________________________________________________________________
 ES0535* NAD 83(1986)-  34 52 47.     (N)    111 38 17.     (W)     SCALED    
 ES0535* NAVD 88     -      1940.707  (meters)    6367.14   (feet)  ADJUSTED  
 ES0535  ___________________________________________________________________
 ES0535  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ES0535  DYNAMIC HT  -        1937.991 (meters)    6358.23  (feet)  COMP
 ES0535  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 ES0535
 ES0535  VERT ORDER  -  SECOND    CLASS 0
 ES0535
 ES0535.The horizontal coordinates were scaled from a topographic map and have
 ES0535.an estimated accuracy of +/- 6 seconds.
 ES0535
 ES0535.The orthometric height was determined by differential leveling
 ES0535.and adjusted in June 1991.
 ES0535
 ES0535.The geoid height was determined by GEOID03.
 ES0535
 ES0535.The dynamic height is computed by dividing the NAVD 88
 ES0535.geopotential number by the normal gravity value computed on the
 ES0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0535.degrees latitude (g = 980.6199 gals.).
 ES0535
 ES0535.The modeled gravity was interpolated from observed gravity values.
 ES0535
 ES0535;                    North         East    Units  Estimated Accuracy
 ES0535;SPC AZ C     -   430,270.      238,830.      MT  (+/- 180 meters Scaled)
 ES0535
 ES0535                          SUPERSEDED SURVEY CONTROL
 ES0535
 ES0535  NGVD 29 (??/??/92) 1939.766  (m)         6364.05   (f) ADJ UNCH    2 0
 ES0535
 ES0535.Superseded values are not recommended for survey control.
 ES0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0535.See file dsdata.txt to determine how the superseded data were derived.
 ES0535
 ES0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD416598(NAD 83)
 ES0535_MARKER: DZ = AZIMUTH MARK DISK
 ES0535_SETTING: 80 = SET IN A BOULDER
 ES0535_SP_SET: BOULDER
 ES0535_STAMPING: WOODS 1959
 ES0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0535+STABILITY: SURFACE MOTION
 ES0535
 ES0535  HISTORY     - Date     Condition        Report By
 ES0535  HISTORY     - 1959     MONUMENTED       CGS
 ES0535
 ES0535                          STATION DESCRIPTION
 ES0535
 ES0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0535'22.0 MI S FROM FLAGSTAFF.
 ES0535'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0535'STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 89-A,
 ES0535'THENCE 23.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT 4.8 MILES
 ES0535'SOUTH OF THE GOLF COURSE, 0.1 MILE NORTH OF A ROCK CUT, 99 FEET WEST
 ES0535'OF THE EAST RIGHT-OF-WAY FENCE, 10.6 FEET NORTHWEST OF A WITNESS POST,
 ES0535'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0537 ***********************************************************************
 ES0537  DESIGNATION -  WOODS RM 1
 ES0537  PID         -  ES0537
 ES0537  STATE/COUNTY-  AZ/COCONINO
 ES0537  USGS QUAD   -  MUNDS MOUNTAIN (1965)
 ES0537
 ES0537                         *CURRENT SURVEY CONTROL
 ES0537  ___________________________________________________________________
 ES0537* NAD 83(1986)-  34 52 28.     (N)    111 38 09.     (W)     SCALED    
 ES0537* NAVD 88     -      1946.458  (meters)    6386.00   (feet)  ADJUSTED  
 ES0537  ___________________________________________________________________
 ES0537  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ES0537  DYNAMIC HT  -        1943.734 (meters)    6377.07  (feet)  COMP
 ES0537  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 ES0537
 ES0537  VERT ORDER  -  SECOND    CLASS 0
 ES0537
 ES0537.The horizontal coordinates were scaled from a topographic map and have
 ES0537.an estimated accuracy of +/- 6 seconds.
 ES0537
 ES0537.The orthometric height was determined by differential leveling
 ES0537.and adjusted in June 1991.
 ES0537
 ES0537.The geoid height was determined by GEOID03.
 ES0537
 ES0537.The dynamic height is computed by dividing the NAVD 88
 ES0537.geopotential number by the normal gravity value computed on the
 ES0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0537.degrees latitude (g = 980.6199 gals.).
 ES0537
 ES0537.The modeled gravity was interpolated from observed gravity values.
 ES0537
 ES0537;                    North         East    Units  Estimated Accuracy
 ES0537;SPC AZ C     -   429,680.      239,030.      MT  (+/- 180 meters Scaled)
 ES0537
 ES0537                          SUPERSEDED SURVEY CONTROL
 ES0537
 ES0537  NGVD 29 (??/??/92) 1945.520  (m)         6382.93   (f) ADJ UNCH    2 0
 ES0537
 ES0537.Superseded values are not recommended for survey control.
 ES0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0537.See file dsdata.txt to determine how the superseded data were derived.
 ES0537
 ES0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD418593(NAD 83)
 ES0537_MARKER: DR = REFERENCE MARK DISK
 ES0537_SETTING: 80 = SET IN A BOULDER
 ES0537_SP_SET: BOULDER
 ES0537_STAMPING: WOODS NO 1 1959
 ES0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0537+STABILITY: SURFACE MOTION
 ES0537
 ES0537  HISTORY     - Date     Condition        Report By
 ES0537  HISTORY     - 1959     MONUMENTED       CGS
 ES0537  HISTORY     - 20050806 GOOD             USPSQD
 ES0537
 ES0537                          STATION DESCRIPTION
 ES0537
 ES0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0537'22.0 MI S FROM FLAGSTAFF.
 ES0537'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 ES0537'RAILROAD STATION AT FLAGSTAFF, THENCE SOUTH 4.6 MILES ALONG U.S.
 ES0537'HIGHWAY 89A, THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO
 ES0537'INTERSTATE HIGHWAY 17, THENCE 19.3 MILES SOUTH ALONG INTERSTATE
 ES0537'HIGHWAY 17, ABOUT 5.2 MILES SOUTH OF THE GOLF COURSE, 87.6 FEET WEST
 ES0537'OF THE WEST RIGHT-OF-WAY FENCE, 136.4 FEET SOUTH OF THE WITNESS POST,
 ES0537'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.
 ES0537
 ES0537                          STATION RECOVERY (2005)
 ES0537
 ES0537'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 ES0537'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0644 ***********************************************************************
 FQ0644  DESIGNATION -  WOODY
 FQ0644  PID         -  FQ0644
 FQ0644  STATE/COUNTY-  AZ/COCONINO
 FQ0644  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0644
 FQ0644                         *CURRENT SURVEY CONTROL
 FQ0644  ___________________________________________________________________
 FQ0644* NAD 83(1992)-  35 08 38.25903(N)    111 45 01.94986(W)     ADJUSTED  
 FQ0644* NAVD 88     -      2447.     (meters)    8028.     (feet)  SCALED    
 FQ0644  ___________________________________________________________________
 FQ0644  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FQ0644  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0644  HORZ ORDER  -  SECOND
 FQ0644
 FQ0644.The horizontal coordinates were established by classical geodetic methods
 FQ0644.and adjusted by the National Geodetic Survey in August 1993.
 FQ0644
 FQ0644.The orthometric height was scaled from a topographic map.
 FQ0644
 FQ0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0644
 FQ0644.The geoid height was determined by GEOID03.
 FQ0644
 FQ0644;                    North         East     Units Scale Factor Converg.
 FQ0644;SPC AZ C     -   459,556.540   228,497.136   MT  0.99990282   +0 05 44.3
 FQ0644;SPC AZ C     - 1,507,731.43    749,662.52   iFT  0.99990282   +0 05 44.3
 FQ0644;UTM  12      - 3,889,265.738   431,631.337   MT  0.99965761   -0 25 55.4
 FQ0644
 FQ0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0644!SPC AZ C     -   0.99961968  x   0.99990282  =   0.99952254
 FQ0644!UTM  12      -   0.99961968  x   0.99965761  =   0.99927742
 FQ0644
 FQ0644|---------------------------------------------------------------------|
 FQ0644| PID    Reference Object                     Distance      Geod. Az  |
 FQ0644|                                                           dddmmss.s |
 FQ0644| CH4609 WOODY RM 1                           13.259 METERS 04854     |
 FQ0644| CH4610 WOODY RM 2                           12.405 METERS 24309     |
 FQ0644| FQ0665 RIORDAN                             APPROX. 6.5 KM 3584728.4 |
 FQ0644|---------------------------------------------------------------------|
 FQ0644
 FQ0644                          SUPERSEDED SURVEY CONTROL
 FQ0644
 FQ0644  NAD 83(1986)-  35 08 38.25668(N)    111 45 01.94731(W) AD(       ) 2
 FQ0644  NAD 27      -  35 08 38.21810(N)    111 44 59.34840(W) AD(       ) 2
 FQ0644
 FQ0644.Superseded values are not recommended for survey control.
 FQ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0644.See file dsdata.txt to determine how the superseded data were derived.
 FQ0644
 FQ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3163189266(NAD 83)
 FQ0644_MARKER: DS = TRIANGULATION STATION DISK
 FQ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0644
 FQ0644  HISTORY     - Date     Condition        Report By
 FQ0644  HISTORY     - 1958     MONUMENTED       CGS
 FQ0644  HISTORY     - 1959     GOOD             CGS
 FQ0644  HISTORY     - 1960     GOOD             CGS
 FQ0644
 FQ0644                          STATION DESCRIPTION
 FQ0644
 FQ0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0644'THE STATION IS ON THE NORTH POINT OF WOODY MOUNTAIN, ABOUT
 FQ0644'5 MILES SOUTHWEST OF FLAGSTAFF, 1.5 MILES EAST OF ROGERS LAKE
 FQ0644'AND 0.2 MILE NORTH OF THE WOODY MTN. U.S.-FOREST SERVICE
 FQ0644'LOOKOUT TOWER.
 FQ0644'
 FQ0644'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0644'FLAGSTAFF, GO WEST ON U.S.-HIGHWAY 66 AND 89 FOR 3.5 MILES
 FQ0644'TO A T-ROAD ON THE LEFT JUST AFTER PASSING A MOTEL.  TURN LEFT
 FQ0644'AND FOLLOW A GRADED AND GRAVELED ROAD SOUTH 2.1 MILES TO A
 FQ0644'Y-FORK JUST AFTER CROSSING A STOCK GUARD.  KEEP LEFT STRAIGHT
 FQ0644'AHEAD AND GO SOUTHWEST 2.8 MILES TO A T-ROAD ON THE LEFT AT A
 FQ0644'SIGN, WOODY MTN LOOKOUT, TURN LEFT AS PER SIGN AND GO IN A
 FQ0644'SOUTHERLY DIRECTION FOR 1.5 MILES TO A SADDLE 0.1 MILE NORTH
 FQ0644'OF THE LOOKOUT TOWER.  TURN RIGHT AND FOLLOW A DIM ROAD
 FQ0644'100 YARDS TO THE TOP OF A LOW RIDGE AND THEN RIGHT ALONG THE
 FQ0644'RIDGE ON THE DIM ROAD, NORTH, 0.1 MILE TO THE STATION.
 FQ0644'
 FQ0644'THE STATION IS A STANDARD DISK, STAMPED WOODY 1958, SET IN
 FQ0644'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 FQ0644'IT IS 16 FEET EAST NORTHEAST OF A PINE TREE WITH THREE NOTCHES
 FQ0644'AND 11 FEET WEST OF A WITNESS POST SIGN.
 FQ0644'
 FQ0644'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WOODY NO 1 1958,
 FQ0644'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 FQ0644'INCHES.  IT IS 13 FEET EAST SOUTHEAST OF A PINE TREE WITH A
 FQ0644'TRIANGLE BLAZE.
 FQ0644'
 FQ0644'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOODY NO 2 1958,
 FQ0644'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 FQ0644'INCHES AND IS 3 FEET NORTHEAST OF A PINE TREE WITH A TRIANGLE
 FQ0644'BLAZE.
 FQ0644
 FQ0644                          STATION RECOVERY (1959)
 FQ0644
 FQ0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 FQ0644'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FQ0644'FOUND TO BE IN GOOD CONDITION.
 FQ0644'
 FQ0644'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FQ0644
 FQ0644                          STATION RECOVERY (1960)
 FQ0644
 FQ0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0644'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1054 ***********************************************************************
 ES1054  DESIGNATION -  WOODY
 ES1054  PID         -  ES1054
 ES1054  STATE/COUNTY-  AZ/NAVAJO
 ES1054  USGS QUAD   -  TENMILE CEDARS (1970)
 ES1054
 ES1054                         *CURRENT SURVEY CONTROL
 ES1054  ___________________________________________________________________
 ES1054* NAD 83(1992)-  34 44 51.01106(N)    110 07 18.85754(W)     ADJUSTED  
 ES1054* NAVD 88     -      1673.1    (meters)    5489.     (feet)  VERTCON   
 ES1054  ___________________________________________________________________
 ES1054  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 ES1054  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES1054  HORZ ORDER  -  SECOND
 ES1054
 ES1054.The horizontal coordinates were established by classical geodetic methods
 ES1054.and adjusted by the National Geodetic Survey in August 1993.
 ES1054
 ES1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1054
 ES1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1054
 ES1054.The geoid height was determined by GEOID03.
 ES1054
 ES1054;                    North         East     Units Scale Factor Converg.
 ES1054;SPC AZ E     -   415,566.359   217,458.325   MT  0.99990021   +0 01 31.8
 ES1054;SPC AZ E     - 1,363,406.69    713,445.95   iFT  0.99990021   +0 01 31.8
 ES1054;UTM  12      - 3,845,393.749   580,374.105   MT  0.99967962   +0 30 01.8
 ES1054
 ES1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1054!SPC AZ E     -   0.99974125  x   0.99990021  =   0.99964148
 ES1054!UTM  12      -   0.99974125  x   0.99967962  =   0.99942095
 ES1054
 ES1054:                Primary Azimuth Mark                     Grid Az
 ES1054:SPC AZ E     -  DIVIDE                                   162 12 03.2
 ES1054:UTM  12      -  DIVIDE                                   161 43 33.2
 ES1054
 ES1054|---------------------------------------------------------------------|
 ES1054| PID    Reference Object                     Distance      Geod. Az  |
 ES1054|                                                           dddmmss.s |
 ES1054| ES1053 DIVIDE                              APPROX. 6.7 KM 1621335.0 |
 ES1054| CD3871 WOODY RM 1                           13.325 METERS 16736     |
 ES1054| CD3872 WOODY RM 2                           12.578 METERS 34618     |
 ES1054|---------------------------------------------------------------------|
 ES1054
 ES1054                          SUPERSEDED SURVEY CONTROL
 ES1054
 ES1054  NAD 83(1986)-  34 44 51.00382(N)    110 07 18.86050(W) AD(       ) 2
 ES1054  NAD 27      -  34 44 50.89642(N)    110 07 16.43339(W) AD(       ) 2
 ES1054  NGVD 29 (07/19/86) 1672.3    (m)         5487.     (f) VERT ANG    3  
 ES1054
 ES1054.Superseded values are not recommended for survey control.
 ES1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1054.See file dsdata.txt to determine how the superseded data were derived.
 ES1054
 ES1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD8037445394(NAD 83)
 ES1054_MARKER: DD = SURVEY DISK
 ES1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1054+STABILITY: SURFACE MOTION
 ES1054
 ES1054  HISTORY     - Date     Condition        Report By
 ES1054  HISTORY     - 1978     MONUMENTED       AZDT
 ES1054
 ES1054                          STATION DESCRIPTION
 ES1054
 ES1054'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1978 (TT)
 ES1054'THE STATION IS ABOUT 11 MILES EAST SOUTHEAST OF HOLBROOK ALONG
 ES1054'THE WEST R/W OF ARIZONA HWY. 77.
 ES1054'
 ES1054'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED WOODY 1978
 ES1054'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 ES1054'IS 197 FEET WEST OF HWY. CENTERLINE, 4 FEET EAST OF WEST R/W FENCE
 ES1054'AND MARKED WITH A WITNESS POST AND SIGN 3 FEET TO THE WEST.
 ES1054'
 ES1054'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED WOODY
 ES1054'RM 1 1978 SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 3 FEET EAST
 ES1054'OF R/W FENCE.
 ES1054'
 ES1054'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED WOODY
 ES1054'RM 2 1978 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 ES1054'2.5 FEET EAST OF R/W FENCE.
 ES1054'
 ES1054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND
 ES1054'ARIZONA HWY. 77 IN HOLBROOK, TRAVEL SOUTH ON HWY. 77 TO MILE POST
 ES1054'377.5 AND THE STATION ON THE RIGHT (WEST) INSIDE THE R/W FENCE
 ES1054'ON THE CREST OF A RIDGE.
 ES1054'
 ES1054'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4651 ***********************************************************************
 DK4651  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4651  DESIGNATION -  WOODY
 DK4651  PID         -  DK4651
 DK4651  STATE/COUNTY-  AZ/PINAL
 DK4651  USGS QUAD   -  CHUICHU (1992)
 DK4651
 DK4651                         *CURRENT SURVEY CONTROL
 DK4651  ___________________________________________________________________
 DK4651* NAD 83(2007)-  32 51 54.27799(N)    111 46 26.86342(W)     ADJUSTED  
 DK4651* NAVD 88     -       425.13   (meters)    1394.8    (feet)  GPS OBS   
 DK4651  ___________________________________________________________________
 DK4651  EPOCH DATE  -        2007.00
 DK4651  X           -  -1,989,375.319 (meters)                     COMP
 DK4651  Y           -  -4,980,313.822 (meters)                     COMP
 DK4651  Z           -   3,441,614.019 (meters)                     COMP
 DK4651  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DK4651  ELLIP HEIGHT-         394.913 (meters)          (04/23/08) ADJUSTED
 DK4651  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DK4651  HORZ ORDER  -  B
 DK4651  ELLP ORDER  -  FOURTH    CLASS I
 DK4651
 DK4651.The horizontal coordinates were established by GPS observations
 DK4651.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4651
 DK4651.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4651.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4651.The horizontal coordinates are valid at the epoch date displayed above.
 DK4651.The epoch date for horizontal control is a decimal equivalence
 DK4651.of Year/Month/Day.
 DK4651
 DK4651.The orthometric height was determined by GPS observations and a
 DK4651.high-resolution geoid model.
 DK4651.The orthometric height was determined by GPS observations and a
 DK4651.high-resolution geoid model using precise GPS observation and
 DK4651.processing techniques.
 DK4651
 DK4651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4651
 DK4651.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4651
 DK4651.The ellipsoidal height was determined by GPS observations
 DK4651.and is referenced to NAD 83.
 DK4651
 DK4651.The geoid height was determined by GEOID03.
 DK4651
 DK4651;                    North         East     Units Scale Factor Converg.
 DK4651;SPC AZ C     -   206,798.667   226,699.538   MT  0.99990219   +0 04 38.5
 DK4651;SPC AZ C     -   678,473.32    743,764.89   iFT  0.99990219   +0 04 38.5
 DK4651;UTM  12      - 3,636,595.078   427,573.340   MT  0.99966468   -0 25 12.4
 DK4651
 DK4651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4651!SPC AZ C     -   0.99993800  x   0.99990219  =   0.99984020
 DK4651!UTM  12      -   0.99993800  x   0.99966468  =   0.99960270
 DK4651
 DK4651                          SUPERSEDED SURVEY CONTROL
 DK4651
 DK4651.No superseded survey control is available for this station.
 DK4651
 DK4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2757336595(NAD 83)
 DK4651_MARKER: F = FLANGE-ENCASED ROD
 DK4651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK4651_STAMPING: WOODY 2006 LS14169
 DK4651_MARK LOGO: NONE  
 DK4651_PROJECTION: FLUSH
 DK4651_MAGNETIC: I = MARKER IS A STEEL ROD
 DK4651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4651+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4651_ROD/PIPE-DEPTH:  7.6 meters
 DK4651_SLEEVE-DEPTH  :  0.6 meters
 DK4651
 DK4651  HISTORY     - Date     Condition        Report By
 DK4651  HISTORY     - 20060830 MONUMENTED       GEOANA
 DK4651
 DK4651                          STATION DESCRIPTION
 DK4651
 DK4651'DESCRIBED BY GEODETIC ANALYSIS LLC 2006
 DK4651'THE MARK IS LOCATED ABOUT 11.0 MI (17.6 KM) EAST OF STANFIELD, 7.8 MI
 DK4651'(12.6 KM) NORTH OF CHUICHU AND 1.4 MI (2.3 KM) SOUTHWEST OF CASA
 DK4651'GRANDE.
 DK4651' 
 DK4651'BEGINNING AT THE CASA GRANDE POST OFFICE, GO SOUTH ON PINAL AVENUE A
 DK4651'DISTANCE OF 1.1 MI (1.8 KM) TO ITS INTERSECTION WITH FLORENCE
 DK4651'BOULEVARD.  TURN RIGHT ONTO FLORENCE BOULEVARD AND GO WEST 1.0 MI (1.6
 DK4651'KM) TO ITS INTERSECTION WITH THORNTON ROAD.  TURN LEFT ON THORNTON
 DK4651'ROAD AND GO SOUTH FOR 0.9 MI (1.4 KM) TO ITS INTERSECTION WITH PETERS
 DK4651'ROAD.  POINT IS ON THE NORTHEAST CORNER OF INTERSECTION, 30 FT (9.1 M)
 DK4651'EAST OF EAST EDGE OF THORNTON ROAD AND 60 FT (18.3 M) NORTH OF THE
 DK4651'NORTH EDGE OF PETERS ROAD.  POINT IS LEVEL WITH THORNTON ROAD.  MARK
 DK4651'IS A 9/16 INCH (1.4 CM) STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 25 FT
 DK4651'(7.6 M) AND IS INSIDE A 6 INCH PVC PIPE TUBE IN CONCRETE WITH ALUMINUM
 DK4651'CAPPED LID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0662 ***********************************************************************
 FQ0662  DESIGNATION -  WOODY MOUNTAIN LOOKOUT TOWER
 FQ0662  PID         -  FQ0662
 FQ0662  STATE/COUNTY-  AZ/COCONINO
 FQ0662  USGS QUAD   -  BELLEMONT (1980)
 FQ0662
 FQ0662                         *CURRENT SURVEY CONTROL
 FQ0662  ___________________________________________________________________
 FQ0662* NAD 83(1992)-  35 08 32.22520(N)    111 45 06.27132(W)     ADJUSTED  
 FQ0662* NAVD 88     -              **(meters)            **(feet)            
 FQ0662  ___________________________________________________________________
 FQ0662  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FQ0662  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0662  HORZ ORDER  -  THIRD
 FQ0662
 FQ0662.The horizontal coordinates were established by classical geodetic methods
 FQ0662.and adjusted by the National Geodetic Survey in August 1993.
 FQ0662
 FQ0662
 FQ0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0662
 FQ0662.The geoid height was determined by GEOID03.
 FQ0662
 FQ0662;                    North         East     Units Scale Factor Converg.
 FQ0662;SPC AZ C     -   459,370.428   228,388.064   MT  0.99990278   +0 05 41.8
 FQ0662;SPC AZ C     - 1,507,120.83    749,304.67   iFT  0.99990278   +0 05 41.8
 FQ0662;UTM  12      - 3,889,080.685   431,520.583   MT  0.99965779   -0 25 57.8
 FQ0662
 FQ0662                          SUPERSEDED SURVEY CONTROL
 FQ0662
 FQ0662  NAD 83(1986)-  35 08 32.22213(N)    111 45 06.28029(W) AD(       ) 4
 FQ0662  NAD 27      -  35 08 32.19600(N)    111 45 03.69600(W) AD(       ) 3
 FQ0662
 FQ0662.Superseded values are not recommended for survey control.
 FQ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0662.See file dsdata.txt to determine how the superseded data were derived.
 FQ0662
 FQ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3152189081(NAD 83)
 FQ0662_MARKER: 57 = LOOKOUT TOWER
 FQ0662
 FQ0662  HISTORY     - Date     Condition        Report By
 FQ0662  HISTORY     - 1936     FIRST OBSERVED   USGS
 FQ0662  HISTORY     - 1955     GOOD             CGS
 FQ0662  HISTORY     - 1960     GOOD             CGS
 FQ0662  HISTORY     - 1966     GOOD             CGS
 FQ0662  HISTORY     - 1973     GOOD             NGS
 FQ0662  HISTORY     - 1981     GOOD             NGS
 FQ0662  HISTORY     - 19961002 GOOD             USPSQD
 FQ0662
 FQ0662                          STATION DESCRIPTION
 FQ0662
 FQ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0662'A COMPLETE DESCRIPTION FOLLOWS--
 FQ0662'
 FQ0662'THE STATION IS LOCATED 5.2 MI. SW OF FLAGSTAFF, ATOP THE
 FQ0662'HIGHEST POINT ON WOODY MOUNTAIN.  THE STATION IS A SKELETON
 FQ0662'STEEL TOWER, APPROXIMATELY 50 FT. TALL, WITH A CABIN ON THE
 FQ0662'TOP.  IT IS BUILT OVER A STANDARD UNITED STATES GEOLOGICAL
 FQ0662'SURVEY ALUMINUM BENCH-MARK DISK, STAMPED 8054 VA AND SET IN
 FQ0662'A BOULDER PROJECTING 2 FT.
 FQ0662'
 FQ0662'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY DEPOT
 FQ0662'IN FLAGSTAFF, GO W ON U.S. HIGHWAY 66 FOR 2.8 MI. TO A GRADED
 FQ0662'T-ROAD S JUST W OF THE TRAIL RIDERS LODGE, TURN LEFT AND GO
 FQ0662'S ON THE GRADED ROAD (U.S.F.S. ROAD 231) FOR 5.5 MI. TO A
 FQ0662'GRADED T-ROAD S (U.S.F.S. ROAD 231C).  TURN LEFT AND GO S
 FQ0662'ALONG THE GRADED ROAD FOR 1.7 MI. TO THE TOP OF THE MOUNTAIN
 FQ0662'AND THE STATION.
 FQ0662
 FQ0662                          STATION RECOVERY (1960)
 FQ0662
 FQ0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 FQ0662'RECOVERED IN GOOD CONDITION AS DESCRIBED
 FQ0662
 FQ0662                          STATION RECOVERY (1966)
 FQ0662
 FQ0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 FQ0662'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION.
 FQ0662
 FQ0662                          STATION RECOVERY (1973)
 FQ0662
 FQ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FQ0662'THIS INTERSECTION STATION WAS RECOVERED, BUT THE STATION WAS
 FQ0662'NOT VISITED.
 FQ0662'
 FQ0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FQ0662'SW OF FLAGSTAFF
 FQ0662
 FQ0662                          STATION RECOVERY (1981)
 FQ0662
 FQ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FQ0662'RECOVERED AS DESCRIBED.
 FQ0662'
 FQ0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 FQ0662'OF FLAGSTAFF.
 FQ0662
 FQ0662                          STATION RECOVERY (1996)
 FQ0662
 FQ0662'RECOVERY NOTE BY US POWER SQUADRON 1996
 FQ0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0929 ***********************************************************************
 FQ0929  DESIGNATION -  WOODY MTN LOT
 FQ0929  PID         -  FQ0929
 FQ0929  STATE/COUNTY-  AZ/COCONINO
 FQ0929  USGS QUAD   -  BELLEMONT (1980)
 FQ0929
 FQ0929                         *CURRENT SURVEY CONTROL
 FQ0929  ___________________________________________________________________
 FQ0929* NAD 83(1992)-  35 08 32.22911(N)    111 45 06.32278(W)     ADJUSTED  
 FQ0929* NAVD 88     -      2452.8    (meters)    8047.     (feet)  VERTCON   
 FQ0929  ___________________________________________________________________
 FQ0929  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FQ0929  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FQ0929  HORZ ORDER  -  THIRD
 FQ0929
 FQ0929.The horizontal coordinates were established by classical geodetic methods
 FQ0929.and adjusted by the National Geodetic Survey in August 1993.
 FQ0929
 FQ0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0929
 FQ0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0929
 FQ0929.The geoid height was determined by GEOID03.
 FQ0929
 FQ0929;                    North         East     Units Scale Factor Converg.
 FQ0929;SPC AZ C     -   459,370.546   228,386.761   MT  0.99990278   +0 05 41.7
 FQ0929;SPC AZ C     - 1,507,121.21    749,300.40   iFT  0.99990278   +0 05 41.7
 FQ0929;UTM  12      - 3,889,080.815   431,519.282   MT  0.99965779   -0 25 57.8
 FQ0929
 FQ0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0929!SPC AZ C     -   0.99961877  x   0.99990278  =   0.99952159
 FQ0929!UTM  12      -   0.99961877  x   0.99965779  =   0.99927669
 FQ0929
 FQ0929|---------------------------------------------------------------------|
 FQ0929| PID    Reference Object                     Distance      Geod. Az  |
 FQ0929|                                                           dddmmss.s |
 FQ0929| CS4004 WOODY MTN LOT RM 1                    4.087 METERS 03116     |
 FQ0929| CS4005 WOODY MTN LOT RM 2                    6.062 METERS 12925     |
 FQ0929| FQ0672 VOLUNTEER                           APPROX.15.6 KM 3024249.3 |
 FQ0929|---------------------------------------------------------------------|
 FQ0929
 FQ0929                          SUPERSEDED SURVEY CONTROL
 FQ0929
 FQ0929  NAD 83(1986)-  35 08 32.22631(N)    111 45 06.31939(W) AD(       ) 3
 FQ0929  NGVD 29 (04/23/90) 2451.8    (m)         8044.     (f) VERT ANG    3  
 FQ0929
 FQ0929.Superseded values are not recommended for survey control.
 FQ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0929.See file dsdata.txt to determine how the superseded data were derived.
 FQ0929
 FQ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3151989081(NAD 83)
 FQ0929_MARKER: DS = TRIANGULATION STATION DISK
 FQ0929_SETTING: 80 = SET IN A BOULDER
 FQ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0929+STABILITY: SURFACE MOTION
 FQ0929
 FQ0929  HISTORY     - Date     Condition        Report By
 FQ0929  HISTORY     - 1962     MONUMENTED       USGS
 FQ0929
 FQ0929                          STATION DESCRIPTION
 FQ0929
 FQ0929'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FQ0929'LOCATED 8.2 MI SE. OF BELLMONT, 6.7 MI SW. OF FLAGSTAFF, 2 MI E.
 FQ0929'OF ROGERS LAKE STATION.  ON TOP OF PROMINENT TIMBERED TOP KNOWN
 FQ0929'LOCALLY AS WOODY MOUNTAIN.
 FQ0929'
 FQ0929'TO REACH FROM SANTA FE RR. DEPOT IN FLAGSTAFF, GO 3.5 MI W. ON
 FQ0929'U.S. HWY. 66 TO T-RD. LEFT.  TURN LEFT LEAVING HWY. FOLLOWING
 FQ0929'MAIN-TRAVELED RD. 4.9 MI TO T-RD. LEFT AT SIGN WOODY MTN LO.
 FQ0929'TURN LEFT AS PER SIGN FOLLOWING MAIN-TRAVELED RD. 1.6 MI
 FQ0929'SOUTHERLY TO LOT AND STATION.
 FQ0929'
 FQ0929'STATION MARK--STANDARD TABLET STAMPED---WOODY MTN LOT 1962---,
 FQ0929'CEMENTED IN BOULDER CENTERED UNDER LOT.
 FQ0929'
 FQ0929'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, CEMENTED IN ROCK
 FQ0929'OUTCROP.
 FQ0929'
 FQ0929'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, CEMENTED IN ROCK
 FQ0929'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0542 ***********************************************************************
 ES0542  DESIGNATION -  WOP
 ES0542  PID         -  ES0542
 ES0542  STATE/COUNTY-  AZ/COCONINO
 ES0542  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0542
 ES0542                         *CURRENT SURVEY CONTROL
 ES0542  ___________________________________________________________________
 ES0542* NAD 83(1992)-  34 50 55.42500(N)    111 36 20.07250(W)     ADJUSTED  
 ES0542* NAVD 88     -      1988.772  (meters)    6524.83   (feet)  ADJUSTED  
 ES0542  ___________________________________________________________________
 ES0542  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 ES0542  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 ES0542  DYNAMIC HT  -        1985.970 (meters)    6515.64  (feet)  COMP
 ES0542  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 ES0542
 ES0542  HORZ ORDER  -  SECOND
 ES0542  VERT ORDER  -  SECOND    CLASS 0
 ES0542
 ES0542.The horizontal coordinates were established by classical geodetic methods
 ES0542.and adjusted by the National Geodetic Survey in August 1993.
 ES0542
 ES0542.The orthometric height was determined by differential leveling
 ES0542.and adjusted in June 1991.
 ES0542
 ES0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0542
 ES0542.The geoid height was determined by GEOID03.
 ES0542
 ES0542.The dynamic height is computed by dividing the NAVD 88
 ES0542.geopotential number by the normal gravity value computed on the
 ES0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0542.degrees latitude (g = 980.6199 gals.).
 ES0542
 ES0542.The modeled gravity was interpolated from observed gravity values.
 ES0542
 ES0542;                    North         East     Units Scale Factor Converg.
 ES0542;SPC AZ C     -   426,838.162   241,808.294   MT  0.99990997   +0 10 39.9
 ES0542;SPC AZ C     - 1,400,387.67    793,334.30   iFT  0.99990997   +0 10 39.9
 ES0542;UTM  12      - 3,856,435.093   444,638.351   MT  0.99963777   -0 20 45.8
 ES0542
 ES0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0542!SPC AZ C     -   0.99969164  x   0.99990997  =   0.99960164
 ES0542!UTM  12      -   0.99969164  x   0.99963777  =   0.99932952
 ES0542
 ES0542:                Primary Azimuth Mark                     Grid Az
 ES0542:SPC AZ C     -  WOP AZ MK                                014 33 27.3
 ES0542:UTM  12      -  WOP AZ MK                                015 04 53.0
 ES0542
 ES0542|---------------------------------------------------------------------|
 ES0542| PID    Reference Object                     Distance      Geod. Az  |
 ES0542|                                                           dddmmss.s |
 ES0542| CH4611 WOP AZ MK                                          0144407.2 |
 ES0542| ES0543 WOP RM 1                             28.074 METERS 10005     |
 ES0542| ES0541 WOP RM 2                             25.723 METERS 35138     |
 ES0542|---------------------------------------------------------------------|
 ES0542
 ES0542                          SUPERSEDED SURVEY CONTROL
 ES0542
 ES0542  NAD 83(1986)-  34 50 55.42070(N)    111 36 20.06990(W) AD(       ) 2
 ES0542  NAD 27      -  34 50 55.35460(N)    111 36 17.51810(W) AD(       ) 2
 ES0542  NGVD 29 (??/??/92) 1987.820  (m)         6521.71   (f) ADJ UNCH    2 0
 ES0542
 ES0542.Superseded values are not recommended for survey control.
 ES0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0542.See file dsdata.txt to determine how the superseded data were derived.
 ES0542
 ES0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4463856435(NAD 83)
 ES0542_MARKER: DE = TRAVERSE STATION DISK
 ES0542_SETTING: 80 = SET IN A BOULDER
 ES0542_SP_SET: BOULDER
 ES0542_STAMPING: WOP 1959
 ES0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0542+STABILITY: SURFACE MOTION
 ES0542
 ES0542  HISTORY     - Date     Condition        Report By
 ES0542  HISTORY     - 1959     MONUMENTED       CGS
 ES0542  HISTORY     - 1959     GOOD             CGS
 ES0542
 ES0542                          STATION DESCRIPTION
 ES0542
 ES0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0542'THE STATION IS ON A HIGH CUT BANK ON THE WEST SIDE OF INTERSTATE
 ES0542'HIGHWAY 17 ON THE HIGHWAY RIGHT-OF-WAY.  IT IS ABOUT 26 MILES
 ES0542'SOUTH OF FLAGSTAFF, 9 MILES SOUTHEAST OF SEDONA, 6.5 MILES SOUTH
 ES0542'OF A GOLF COURSE AND 3 MILES NORTH OF COCONINO-YAVAPAI COUNTY
 ES0542'LINE.
 ES0542'
 ES0542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 ES0542'89A IN THE WEST SIDE OF FLAGSTAFF, GO SOUTH ON HIGHWAY 89A FOR
 ES0542'5 MILES TO A T-ROAD ON THE LEFT.  TURN LEFT AND GO EAST 0.9
 ES0542'MILE TO INTERSTATE HIGHWAY 17.  TURN RIGHT AND FOLLOW THE
 ES0542'HIGHWAY SOUTH FOR 22 MILES TO THE STATION ON THE RIGHT, WEST.
 ES0542'
 ES0542'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED WOP 1959,
 ES0542'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 ES0542'GROUND.  IT IS 16.5 FEET NORTHWEST OF A WITNESS POST AND 12.1
 ES0542'FEET EAST OF THE RIGHT-OF-WAY FENCE.
 ES0542'
 ES0542'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WOP NO 1 1959,
 ES0542'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES
 ES0542'AND IS 97.2 FEET EAST OF THE WITNESS POST.
 ES0542'
 ES0542'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOP NO 2 1959,
 ES0542'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 ES0542'GROUND.  IT IS 93.9 FEET NORTH OF THE WITNESS POST AND 33.9
 ES0542'FEET EAST OF THE RIGHT-OF-WAY FENCE.
 ES0542'
 ES0542'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WOP 1959, CEMENTED
 ES0542'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
 ES0542'IT IS 171 FEET NORTHEAST OF A CORNER FENCE POST IN THE
 ES0542'RIGHT-OF-WAY FENCE AND 60 FEET EAST OF A BLADED ROAD.
 ES0542'
 ES0542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 ES0542'HIGHWAY 0.1 MILE.  TURN RIGHT OFF THE HIGHWAY AND GO EAST FOR
 ES0542'100 FEET TO THE BLADED ROAD.  TURN LEFT ON THE BLADED ROAD
 ES0542'AND GO NORTH FOR 0.1 MILE TO THE MARK.
 ES0542
 ES0542                          STATION RECOVERY (1959)
 ES0542
 ES0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0542'26.0 MI S FROM FLAGSTAFF.
 ES0542'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0542'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0542'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0542'HIGHWAY 17, THENCE 22.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ABOUT
 ES0542'1.7 MILES SOUTH OF A LARGE CONCRETE BRIDGE OVER A SMALL STREAM, ON THE
 ES0542'WEST SIDE OF A HIGHWAY CUT, 16.5 FEET NORTHWEST OF THE WITNESS POST 12
 ES0542'FEET EAST OF THE RIGHT-OF-WAY FENCE, CEMENTED IN A DRILL HOLE IN A
 ES0542'BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0543 ***********************************************************************
 ES0543  DESIGNATION -  WOP RM 1
 ES0543  PID         -  ES0543
 ES0543  STATE/COUNTY-  AZ/COCONINO
 ES0543  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0543
 ES0543                         *CURRENT SURVEY CONTROL
 ES0543  ___________________________________________________________________
 ES0543* NAD 83(1986)-  34 50 55.     (N)    111 36 20.     (W)     SCALED    
 ES0543* NAVD 88     -      1986.660  (meters)    6517.90   (feet)  ADJUSTED  
 ES0543  ___________________________________________________________________
 ES0543  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 ES0543  DYNAMIC HT  -        1983.862 (meters)    6508.72  (feet)  COMP
 ES0543  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 ES0543
 ES0543  VERT ORDER  -  SECOND    CLASS 0
 ES0543
 ES0543.The horizontal coordinates were scaled from a topographic map and have
 ES0543.an estimated accuracy of +/- 6 seconds.
 ES0543
 ES0543.The orthometric height was determined by differential leveling
 ES0543.and adjusted in June 1991.
 ES0543
 ES0543.The geoid height was determined by GEOID03.
 ES0543
 ES0543.The dynamic height is computed by dividing the NAVD 88
 ES0543.geopotential number by the normal gravity value computed on the
 ES0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0543.degrees latitude (g = 980.6199 gals.).
 ES0543
 ES0543.The modeled gravity was interpolated from observed gravity values.
 ES0543
 ES0543;                    North         East    Units  Estimated Accuracy
 ES0543;SPC AZ C     -   426,830.      241,810.      MT  (+/- 180 meters Scaled)
 ES0543
 ES0543                          SUPERSEDED SURVEY CONTROL
 ES0543
 ES0543  NGVD 29 (??/??/92) 1985.709  (m)         6514.78   (f) ADJ UNCH    2 0
 ES0543
 ES0543.Superseded values are not recommended for survey control.
 ES0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0543.See file dsdata.txt to determine how the superseded data were derived.
 ES0543
 ES0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD446564(NAD 83)
 ES0543_MARKER: DR = REFERENCE MARK DISK
 ES0543_SETTING: 80 = SET IN A BOULDER
 ES0543_SP_SET: BOULDER
 ES0543_STAMPING: WOP NO 1 1959
 ES0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0543+STABILITY: SURFACE MOTION
 ES0543
 ES0543  HISTORY     - Date     Condition        Report By
 ES0543  HISTORY     - 1959     MONUMENTED       CGS
 ES0543
 ES0543                          STATION DESCRIPTION
 ES0543
 ES0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0543'26.0 MI S FROM FLAGSTAFF.
 ES0543'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0543'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0543'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0543'HIGHWAY 17, THENCE 22.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ON
 ES0543'THE WEST SIDE OF A HIGHWAY CUT, 97.2 FEET EAST OF THE WITNESS POST,
 ES0543'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0541 ***********************************************************************
 ES0541  DESIGNATION -  WOP RM 2
 ES0541  PID         -  ES0541
 ES0541  STATE/COUNTY-  AZ/COCONINO
 ES0541  USGS QUAD   -  STONEMAN LAKE (1965)
 ES0541
 ES0541                         *CURRENT SURVEY CONTROL
 ES0541  ___________________________________________________________________
 ES0541* NAD 83(1986)-  34 50 55.     (N)    111 36 20.     (W)     SCALED    
 ES0541* NAVD 88     -      1988.238  (meters)    6523.08   (feet)  ADJUSTED  
 ES0541  ___________________________________________________________________
 ES0541  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 ES0541  DYNAMIC HT  -        1985.438 (meters)    6513.89  (feet)  COMP
 ES0541  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 ES0541
 ES0541  VERT ORDER  -  SECOND    CLASS 0
 ES0541
 ES0541.The horizontal coordinates were scaled from a topographic map and have
 ES0541.an estimated accuracy of +/- 6 seconds.
 ES0541
 ES0541.The orthometric height was determined by differential leveling
 ES0541.and adjusted in June 1991.
 ES0541
 ES0541.The geoid height was determined by GEOID03.
 ES0541
 ES0541.The dynamic height is computed by dividing the NAVD 88
 ES0541.geopotential number by the normal gravity value computed on the
 ES0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0541.degrees latitude (g = 980.6199 gals.).
 ES0541
 ES0541.The modeled gravity was interpolated from observed gravity values.
 ES0541
 ES0541;                    North         East    Units  Estimated Accuracy
 ES0541;SPC AZ C     -   426,830.      241,810.      MT  (+/- 180 meters Scaled)
 ES0541
 ES0541                          SUPERSEDED SURVEY CONTROL
 ES0541
 ES0541  NGVD 29 (??/??/92) 1987.287  (m)         6519.96   (f) ADJ UNCH    2 0
 ES0541
 ES0541.Superseded values are not recommended for survey control.
 ES0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0541.See file dsdata.txt to determine how the superseded data were derived.
 ES0541
 ES0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD446564(NAD 83)
 ES0541_MARKER: DR = REFERENCE MARK DISK
 ES0541_SETTING: 80 = SET IN A BOULDER
 ES0541_SP_SET: BOULDER
 ES0541_STAMPING: WOP NO 2 1959
 ES0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0541+STABILITY: SURFACE MOTION
 ES0541
 ES0541  HISTORY     - Date     Condition        Report By
 ES0541  HISTORY     - 1959     MONUMENTED       CGS
 ES0541
 ES0541                          STATION DESCRIPTION
 ES0541
 ES0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0541'26.0 MI S FROM FLAGSTAFF.
 ES0541'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 ES0541'STATION AT FLAGSTAFF, THENCE 4.6 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 ES0541'THENCE EASTERLY ALONG A GRAVELED ROAD FOR 0.8 MILE TO INTERSTATE
 ES0541'HIGHWAY 17, THENCE 22.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 17, ON
 ES0541'THE WEST SIDE OF A HIGHWAY CUT, 93.9 FEET NORTH OF THE WITNESS POST,
 ES0541'34.0 FEET EAST OF THE RIGHT-OF-WAY FENCE, CEMENTED IN A DRILL HOLE IN
 ES0541'A BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0954 ***********************************************************************
 ES0954  DESIGNATION -  WORK
 ES0954  PID         -  ES0954
 ES0954  STATE/COUNTY-  AZ/NAVAJO
 ES0954  USGS QUAD   -  HANKS DRAW (1990)
 ES0954
 ES0954                         *CURRENT SURVEY CONTROL
 ES0954  ___________________________________________________________________
 ES0954* NAD 83(1992)-  34 24 53.14593(N)    110 39 33.01339(W)     ADJUSTED  
 ES0954* NAVD 88     -      2094.2    (meters)    6871.     (feet)  VERTCON   
 ES0954  ___________________________________________________________________
 ES0954  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 ES0954  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 ES0954  HORZ ORDER  -  SECOND
 ES0954
 ES0954.The horizontal coordinates were established by classical geodetic methods
 ES0954.and adjusted by the National Geodetic Survey in August 1993.
 ES0954
 ES0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0954
 ES0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0954
 ES0954.The geoid height was determined by GEOID03.
 ES0954
 ES0954;                    North         East     Units Scale Factor Converg.
 ES0954;SPC AZ E     -   378,767.255   168,086.806   MT  0.99992526   -0 16 42.1
 ES0954;SPC AZ E     - 1,242,674.72    551,465.90   iFT  0.99992526   -0 16 42.1
 ES0954;UTM  12      - 3,808,198.257   531,321.143   MT  0.99961209   +0 11 33.5
 ES0954
 ES0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0954!SPC AZ E     -   0.99967511  x   0.99992526  =   0.99960040
 ES0954!UTM  12      -   0.99967511  x   0.99961209  =   0.99928733
 ES0954
 ES0954:                Primary Azimuth Mark                     Grid Az
 ES0954:SPC AZ E     -  CENTER                                   028 51 48.8
 ES0954:UTM  12      -  CENTER                                   028 23 33.2
 ES0954
 ES0954|---------------------------------------------------------------------|
 ES0954| PID    Reference Object                     Distance      Geod. Az  |
 ES0954|                                                           dddmmss.s |
 ES0954| ES0895 CENTER                              APPROX. 0.9 KM 0283506.7 |
 ES0954|---------------------------------------------------------------------|
 ES0954
 ES0954                          SUPERSEDED SURVEY CONTROL
 ES0954
 ES0954  NAD 83(1986)-  34 24 53.13985(N)    110 39 33.01771(W) AD(       ) 2
 ES0954  NGVD 29 (08/03/87) 2093.2    (m)         6867.     (f) VERT ANG    3  
 ES0954
 ES0954.Superseded values are not recommended for survey control.
 ES0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0954.See file dsdata.txt to determine how the superseded data were derived.
 ES0954
 ES0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD3132108198(NAD 83)
 ES0954_MARKER: DS = TRIANGULATION STATION DISK
 ES0954_SETTING: 66 = SET IN ROCK OUTCROP
 ES0954_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0954+STABILITY: POSITION/ELEVATION WELL
 ES0954
 ES0954  HISTORY     - Date     Condition        Report By
 ES0954  HISTORY     - 1984     MONUMENTED       AZDT
 ES0954  HISTORY     - 19971011 GOOD             USPSQD
 ES0954
 ES0954                          STATION DESCRIPTION
 ES0954
 ES0954'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0954'THE STATION IS LOCATED 3-1/2 MILES SOUTHWEST OF HEBER ALONG THE SOUTH
 ES0954'SIDE OF STATE ROUTE 260.
 ES0954'
 ES0954'THE STATION MARK IS AN AZDT DISK STAMPED---WORK 1984---.  IT IS SET IN
 ES0954'A DRILL HOLE IN A SANDSTONE OUTCROP 39 FEET SOUTHEAST OF THE CENTER
 ES0954'LINE OF THE HIGHWAY AND 16 FEET NORTHWEST OF THE WITNESS POST.
 ES0954'
 ES0954'TO REACH THE STATION FROM THE POST OFFICE IN HEBER AT BUCKSKIN ROAD
 ES0954'AND STATE ROUTE 260 TRAVEL SOUTHWEST ALONG SR 260 4.3 MILES TO MILE
 ES0954'POST 299.6 AND THE STATION ON THE LEFT.
 ES0954
 ES0954                          STATION RECOVERY (1997)
 ES0954
 ES0954'RECOVERY NOTE BY US POWER SQUADRON 1997
 ES0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2264 ***********************************************************************
 DU2264  DESIGNATION -  WORTH
 DU2264  PID         -  DU2264
 DU2264  STATE/COUNTY-  AZ/MARICOPA
 DU2264  USGS QUAD   -  BUCKHORN (1982)
 DU2264
 DU2264                         *CURRENT SURVEY CONTROL
 DU2264  ___________________________________________________________________
 DU2264* NAD 83(2007)-  33 27 26.90828(N)    111 37 56.35514(W)     NO CHECK  
 DU2264* NAVD 88     -       545.6    (meters)    1790.     (feet)  VERTCON   
 DU2264  ___________________________________________________________________
 DU2264  EPOCH DATE  -        2007.00
 DU2264  X           -  -1,963,830.881 (meters)                     COMP
 DU2264  Y           -  -4,951,907.484 (meters)                     COMP
 DU2264  Z           -   3,496,684.974 (meters)                     COMP
 DU2264  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DU2264  ELLIP HEIGHT-         516.547 (meters)          (02/10/07) NO CHECK
 DU2264  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DU2264
 DU2264  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2264  Type    PID    Designation                      North   East  Ellip
 DU2264  -------------------------------------------------------------------
 DU2264  NETWORK DU2264 WORTH                             2.65   2.12   8.15
 DU2264  -------------------------------------------------------------------
 DU2264
 DU2264.The horizontal coordinates were established by GPS observations
 DU2264.and adjusted by the National Geodetic Survey in February 2007.
 DU2264
 DU2264.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2264.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2264.No horizontal observational check was made to the station.
 DU2264.The horizontal coordinates are valid at the epoch date displayed above.
 DU2264.The epoch date for horizontal control is a decimal equivalence
 DU2264.of Year/Month/Day.
 DU2264
 DU2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2264
 DU2264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2264
 DU2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2264
 DU2264.The ellipsoidal height was determined by GPS observations
 DU2264.and is referenced to NAD 83.
 DU2264
 DU2264.The geoid height was determined by GEOID03.
 DU2264
 DU2264;                    North         East     Units Scale Factor Converg.
 DU2264;SPC AZ C     -   272,520.459   239,792.446   MT  0.99990861   +0 09 24.4
 DU2264;SPC AZ C     -   894,095.99    786,720.62   iFT  0.99990861   +0 09 24.4
 DU2264;UTM  12      - 3,702,183.250   441,237.465   MT  0.99964257   -0 20 55.0
 DU2264
 DU2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2264!SPC AZ C     -   0.99991891  x   0.99990861  =   0.99982753
 DU2264!UTM  12      -   0.99991891  x   0.99964257  =   0.99956151
 DU2264
 DU2264                          SUPERSEDED SURVEY CONTROL
 DU2264
 DU2264  ELLIP H (06/11/02)  516.602  (m)                       GP(       ) 4 2
 DU2264  NAD 83(1992)-  33 27 26.90684(N)    111 37 56.35374(W) AD(       ) 1
 DU2264  ELLIP H (08/23/93)  516.660  (m)                       GP(       ) 4 2
 DU2264  NAD 83(1986)-  33 27 26.89942(N)    111 37 56.35839(W) AD(       ) 1
 DU2264  NGVD 29 (09/11/89)  545.0    (m)         1788.     (f) GPS OBS     3  
 DU2264
 DU2264.Superseded values are not recommended for survey control.
 DU2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2264.See file dsdata.txt to determine how the superseded data were derived.
 DU2264
 DU2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC4123702183(NAD 83)
 DU2264_MARKER: DD = SURVEY DISK
 DU2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU2264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU2264+STABILITY: SURFACE MOTION
 DU2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2264+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DU2264
 DU2264  HISTORY     - Date     Condition        Report By
 DU2264  HISTORY     - 1986     MONUMENTED       AZDT
 DU2264  HISTORY     - 20001106 MARK NOT FOUND   LOCSUR
 DU2264
 DU2264                          STATION DESCRIPTION
 DU2264
 DU2264'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DU2264'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTHWEST OF APACHE
 DU2264'JUNCTION, ARIZONA.
 DU2264'
 DU2264'TO REACH THE STATION FROM THE INTERSECTION OF MCKELLIPS ROAD AND
 DU2264'ELLSWORTH ROAD, GO NORTH ON ELLSWORTH ROAD FOR 0.73 KM (0.45 MI) TO
 DU2264'THE STATION ON THE RIGHT.
 DU2264'
 DU2264'THE STATION IS A STANDARD AGS DISK
 DU2264'STAMPED---WORTH 1986---,
 DU2264'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DU2264'25 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 DU2264'1.25 METERS (4.1 FT) EAST FROM A WITNESS POST AND SIGN,
 DU2264'17 METERS (56 FT) EAST FROM THE CENTERLINE OF USERY PASS ROAD.
 DU2264'THE UNDERGROUND MARK IS A STANDARD AGS DISK
 DU2264'STAMPED---WORTH 1986---,
 DU2264'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DU2264
 DU2264                          STATION RECOVERY (2000)
 DU2264
 DU2264'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 DU2264'ROAD WAS WIDENED, MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2396 ***********************************************************************
 CZ2396  DESIGNATION -  WR 52
 CZ2396  PID         -  CZ2396
 CZ2396  STATE/COUNTY-  AZ/PIMA
 CZ2396  USGS QUAD   -  TUCSON NORTH (1992)
 CZ2396
 CZ2396                         *CURRENT SURVEY CONTROL
 CZ2396  ___________________________________________________________________
 CZ2396* NAD 83(2007)-  32 15 20.11980(N)    110 57 17.86930(W)     ADJUSTED  
 CZ2396* NAVD 88     -       729.8    (meters)    2394.     (feet)  VERTCON   
 CZ2396  ___________________________________________________________________
 CZ2396  EPOCH DATE  -        2007.00
 CZ2396  X           -  -1,931,072.866 (meters)                     COMP
 CZ2396  Y           -  -5,042,460.052 (meters)                     COMP
 CZ2396  Z           -   3,384,807.227 (meters)                     COMP
 CZ2396  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CZ2396  ELLIP HEIGHT-         700.754 (meters)          (02/10/07) ADJUSTED
 CZ2396  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CZ2396
 CZ2396  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2396  Type    PID    Designation                      North   East  Ellip
 CZ2396  -------------------------------------------------------------------
 CZ2396  NETWORK CZ2396 WR 52                             0.43   0.78   2.18
 CZ2396  -------------------------------------------------------------------
 CZ2396
 CZ2396.The horizontal coordinates were established by GPS observations
 CZ2396.and adjusted by the National Geodetic Survey in February 2007.
 CZ2396
 CZ2396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2396.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2396.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2396.The epoch date for horizontal control is a decimal equivalence
 CZ2396.of Year/Month/Day.
 CZ2396
 CZ2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2396
 CZ2396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2396
 CZ2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2396
 CZ2396.The ellipsoidal height was determined by GPS observations
 CZ2396.and is referenced to NAD 83.
 CZ2396
 CZ2396.The geoid height was determined by GEOID03.
 CZ2396
 CZ2396;                    North         East     Units Scale Factor Converg.
 CZ2396;SPC AZ C     -   139,612.077   303,974.128   MT  1.00000122   +0 30 47.9
 CZ2396;SPC AZ C     -   458,044.87    997,290.45   iFT  1.00000122   +0 30 47.9
 CZ2396;UTM  12      - 3,568,767.249   504,242.077   MT  0.99960022   +0 01 26.5
 CZ2396
 CZ2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2396!SPC AZ C     -   0.99988998  x   1.00000122  =   0.99989120
 CZ2396!UTM  12      -   0.99988998  x   0.99960022  =   0.99949025
 CZ2396
 CZ2396                          SUPERSEDED SURVEY CONTROL
 CZ2396
 CZ2396  ELLIP H (06/11/02)  700.781  (m)                       GP(       ) 4 2
 CZ2396  NAD 83(1992)-  32 15 20.11932(N)    110 57 17.86830(W) AD(       ) 1
 CZ2396  ELLIP H (08/23/93)  700.858  (m)                       GP(       ) 4 2
 CZ2396  NAD 83(1986)-  32 15 20.11452(N)    110 57 17.86722(W) AD(       ) 1
 CZ2396  NGVD 29 (05/25/90)  729.1    (m)         2392.     (f) GPS OBS     3  
 CZ2396
 CZ2396.Superseded values are not recommended for survey control.
 CZ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2396.See file dsdata.txt to determine how the superseded data were derived.
 CZ2396
 CZ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0424268767(NAD 83)
 CZ2396_MARKER: DD = SURVEY DISK
 CZ2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2396_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ2396+STABILITY: SURFACE MOTION
 CZ2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2396+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CZ2396
 CZ2396  HISTORY     - Date     Condition        Report By
 CZ2396  HISTORY     - 1987     MONUMENTED       USGS
 CZ2396  HISTORY     - 20010331 GOOD             NGS
 CZ2396  HISTORY     - 20060316 GOOD             USPSQD
 CZ2396
 CZ2396                          STATION DESCRIPTION
 CZ2396
 CZ2396'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (SA)
 CZ2396'THE STATION IS LOCATED ON THE NORTH SIDE OF TUCSON, IN A SMALL PARK.
 CZ2396'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2396'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ2396'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2396'602-629-6223.
 CZ2396'
 CZ2396'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CZ2396'PRINCE ROAD IN NORTHWEST TUCSON, GO EAST FOR
 CZ2396'3.8 KM (2.35 MI) ON PRINCE ROAD TO THE INTERSECTION OF STONE AVE.
 CZ2396'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.0 KM (0.65 MI) ON PRINCE
 CZ2396'ROAD TO THE INTERSECTION OF 1ST AVE.
 CZ2396'TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON 1ST AVE TO THE
 CZ2396'INTERSECTION OF GLENN ST.
 CZ2396'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON GLENN ST TO THE
 CZ2396'INTERSECTION OF PARK AVE.
 CZ2396'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON PARK AVE TO A PAVED
 CZ2396'ROAD LEFT, MITCHELL ST.
 CZ2396'TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON MITCHELL ST TO A FORK.
 CZ2396'FOLLOW THE RIGHT FORK AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON
 CZ2396'SANTA RITA AVE TO AN EXTENSOMETER AND THE STATION ON THE LEFT IN A
 CZ2396'SMALL PARK.
 CZ2396'
 CZ2396'THE STATION IS A STANDARD USGS GAGING STATION DISK
 CZ2396'STAMPED---WR-52 1987---,
 CZ2396'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ2396'33 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 CZ2396'28.83 METERS (94.6 FT) EAST-NORTHEAST FROM A METAL LIGHT POLE,
 CZ2396'24.02 METERS (78.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST CURB OF
 CZ2396'SANTA RITA AVE,
 CZ2396'23.35 METERS (76.6 FT) SOUTHWEST FROM A FIRE HYDRANT,
 CZ2396'22.40 METERS (73.5 FT) NORTHWEST FROM A METAL LIGHT POLE,
 CZ2396'20.79 METERS (68.2 FT) NORTH-NORTHWEST FROM THE NORTH CORNER OF A
 CZ2396'CHAIN LINK FENCE AROUND EXTENSOMETER,
 CZ2396'12.37 METERS (40.6 FT) SOUTH-SOUTHEAST FROM THE SOUTH CURB OF
 CZ2396'MITCHELL ST AND
 CZ2396'8.14 METERS (26.7 FT) WEST FROM A UTILITY POLE WITH ELECTRIC METER.
 CZ2396'
 CZ2396'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2396'
 CZ2396'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2396'
 CZ2396'DESCRIBED BY D.F. CALLAHAN.
 CZ2396
 CZ2396                          STATION RECOVERY (2001)
 CZ2396
 CZ2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CZ2396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 CZ2396
 CZ2396                          STATION RECOVERY (2006)
 CZ2396
 CZ2396'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ2396'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2397 ***********************************************************************
 CZ2397  CBN         -  This is a Cooperative Base Network Control Station.
 CZ2397  DESIGNATION -  WR 53
 CZ2397  PID         -  CZ2397
 CZ2397  STATE/COUNTY-  AZ/PIMA
 CZ2397  USGS QUAD   -  TUCSON (1992)
 CZ2397
 CZ2397                         *CURRENT SURVEY CONTROL
 CZ2397  ___________________________________________________________________
 CZ2397* NAD 83(2007)-  32 08 43.40221(N)    110 55 15.88797(W)     ADJUSTED  
 CZ2397* NAVD 88     -       793.0    (meters)    2602.     (feet)  GPS OBS   
 CZ2397  ___________________________________________________________________
 CZ2397  EPOCH DATE  -        2007.00
 CZ2397  X           -  -1,930,435.069 (meters)                     COMP
 CZ2397  Y           -  -5,049,734.201 (meters)                     COMP
 CZ2397  Z           -   3,374,499.138 (meters)                     COMP
 CZ2397  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 CZ2397  ELLIP HEIGHT-         763.731 (meters)          (02/10/07) ADJUSTED
 CZ2397  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CZ2397
 CZ2397  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ2397  Type    PID    Designation                      North   East  Ellip
 CZ2397  -------------------------------------------------------------------
 CZ2397  NETWORK CZ2397 WR 53                             0.49   0.59   0.76
 CZ2397  -------------------------------------------------------------------
 CZ2397
 CZ2397.The horizontal coordinates were established by GPS observations
 CZ2397.and adjusted by the National Geodetic Survey in February 2007.
 CZ2397
 CZ2397.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ2397.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ2397.The horizontal coordinates are valid at the epoch date displayed above.
 CZ2397.The epoch date for horizontal control is a decimal equivalence
 CZ2397.of Year/Month/Day.
 CZ2397
 CZ2397.The orthometric height was determined by GPS observations and a
 CZ2397.high-resolution geoid model.
 CZ2397
 CZ2397.Photographs are available for this station.
 CZ2397
 CZ2397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ2397
 CZ2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2397
 CZ2397.The ellipsoidal height was determined by GPS observations
 CZ2397.and is referenced to NAD 83.
 CZ2397
 CZ2397.The geoid height was determined by GEOID03.
 CZ2397
 CZ2397;                    North         East     Units Scale Factor Converg.
 CZ2397;SPC AZ C     -   127,421.564   307,280.034   MT  1.00000875   +0 31 47.1
 CZ2397;SPC AZ C     -   418,049.75  1,008,136.59   iFT  1.00000875   +0 31 47.1
 CZ2397;UTM  12      - 3,556,553.935   507,442.631   MT  0.99960068   +0 02 31.2
 CZ2397
 CZ2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2397!SPC AZ C     -   0.99988010  x   1.00000875  =   0.99988885
 CZ2397!UTM  12      -   0.99988010  x   0.99960068  =   0.99948082
 CZ2397
 CZ2397                          SUPERSEDED SURVEY CONTROL
 CZ2397
 CZ2397  ELLIP H (09/30/99)  763.747  (m)                       GP(       ) 3 1
 CZ2397  NAD 83(1986)-  32 08 43.39721(N)    110 55 15.88526(W) AD(       ) B
 CZ2397  NAD 83(1992)-  32 08 43.40112(N)    110 55 15.88654(W) AD(       ) B
 CZ2397  ELLIP H (09/30/92)  763.848  (m)                       GP(       ) 2 1
 CZ2397  NAD 83(1986)-  32 08 43.39721(N)    110 55 15.88526(W) AD(       ) 1
 CZ2397  NGVD 29 (05/25/90)  792.2    (m)         2599.     (f) GPS OBS     3  
 CZ2397
 CZ2397.Superseded values are not recommended for survey control.
 CZ2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2397.See file dsdata.txt to determine how the superseded data were derived.
 CZ2397
 CZ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0744356554(NAD 83)
 CZ2397_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CZ2397_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CZ2397_SP_SET: IRREGULAR CONCRETE MASS
 CZ2397_STAMPING: WR-53 1987
 CZ2397_MARK LOGO: USGS  
 CZ2397_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2397+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 CZ2397
 CZ2397  HISTORY     - Date     Condition        Report By
 CZ2397  HISTORY     - 1987     MONUMENTED       USGS
 CZ2397  HISTORY     - 1987     GOOD             USGS
 CZ2397  HISTORY     - 19920203 GOOD             NGS
 CZ2397  HISTORY     - 19990308 GOOD             NGS
 CZ2397  HISTORY     - 20030714 GOOD             CAP
 CZ2397
 CZ2397                          STATION DESCRIPTION
 CZ2397
 CZ2397'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (SA)
 CZ2397'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 CZ2397'SOUTHEAST OF SOUTH TUCSON,
 CZ2397'1.6 KM (1 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10, ON A VACANT LOT,
 CZ2397'NEAR AN EXTENSOMETER SITE.
 CZ2397'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ2397'TUCSON WATER, P.O.BOX 27210, TUCSON AZ 85726.  FOR SITE INFORMATION
 CZ2397'CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE 602-629-6223.
 CZ2397'
 CZ2397'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ2397'VALENCIA RD WHICH IS ABOUT 6.4 KM (4 MI) SOUTH OF SOUTH TUCSON, GO
 CZ2397'EAST FOR 2.4 KM (1.5 MI) ON VALENCIA RD TO A CROSSROAD, U.S.
 CZ2397'HIGHWAY 89 (NOGALES HIGHWAY).
 CZ2397'TURN LEFT AND GO NORTH FOR 1.6 KM (1.0 MI) ON HIGHWAY 89 TO A
 CZ2397'CROSSROAD, DREXEL ROAD.
 CZ2397'TURN RIGHT AND GO EAST FOR 2.5 KM (1.55 MI) ON DREXEL ROAD TO A
 CZ2397'CROSSROAD, TUCSON BLVD.
 CZ2397'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON DREXEL
 CZ2397'ROAD TO A CROSSROAD, COUNTRY CLUB RD.
 CZ2397'TURN RIGHT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON COUNTRY CLUB RD TO
 CZ2397'A PAVED ROAD LEFT, ALVORD RD.
 CZ2397'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON ALVORD RD TO
 CZ2397'MASTERSON AVE.
 CZ2397'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.1 KM (0.05 MI) ON ALVORD
 CZ2397'RD TO THE STATION ON THE LEFT, NEAR AN EXTENSOMETER SITE.
 CZ2397'
 CZ2397'THE STATION IS A STANDARD USGS GAGING STATION DISK
 CZ2397'STAMPED---WR-53 1987---,
 CZ2397'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 CZ2397'2 CM BELOW GROUND.  LOCATED
 CZ2397'24.69 METERS (81.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ2397'OF ALVORD RD,
 CZ2397'17.68 METERS (58.0 FT) EAST-NORTHEAST FROM A CHAIN LINK FENCE,
 CZ2397'15.85 METERS (52.0 FT) WEST FROM THE SOUTHWEST CORNER OF A ONE
 CZ2397'STORY HOUSE,
 CZ2397'5.49 METERS (18.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 CZ2397'A CHAIN LINK FENCE AROUND EXTENSOMETER BUILDING AND
 CZ2397'4.27 METERS (14.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A
 CZ2397'CHAIN LINK FENCE AROUND THE EXTENSOMETER BUILDING.
 CZ2397'
 CZ2397'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ2397'
 CZ2397'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ2397'
 CZ2397'DESCRIBED BY D.F. CALLAHAN.
 CZ2397
 CZ2397                          STATION RECOVERY (1987)
 CZ2397
 CZ2397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987
 CZ2397'RECOVERED IN GOOD CONDITION.
 CZ2397
 CZ2397                          STATION RECOVERY (1992)
 CZ2397
 CZ2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ2397'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHEAST OF SOUTH
 CZ2397'TUCSON, 1.6 KM (1.0 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10, ON A
 CZ2397'VACANT LOT NEAR AN EXTENSIOMETER SITE, ON THE NORTH SIDE OF ALVORD
 CZ2397'ROAD.  OWNERSHIP-CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES
 CZ2397'DIVISION, TUCSON WATER, P.O. BOX 27210, TUCSON, AZ 85726.  FOR SITE
 CZ2397'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ2397'602-629-6223.
 CZ2397'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ2397'VALENCIA ROAD WHICH IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH OF SOUTH
 CZ2397'TUCSON, GO EAST ON VALENCIA ROAD FOR 2.4 KM (1.5 MI) TO A CROSSROADS.
 CZ2397'TURN LEFT, NORTH, ON U.S. HIGHWAY 89 (NOGALES HIGHWAY) FOR 1.6 KM
 CZ2397'(1.0 MI) TO THE JUNCTION OF DREXEL ROAD.  TURN RIGHT, EAST, ON DREXEL
 CZ2397'ROAD FOR 2.5 KM (1.6 MI) TO THE JUNCTION OF TUCSON BOULEVARD.
 CZ2397'CONTINUE STRAIGHT AHEAD, EAST, ON DREXEL ROAD FOR 0.8 KM (0.5 MI) TO
 CZ2397'THE JUNCTION OF COUNTRY CLUB ROAD.  TURN RIGHT, SOUTH, ON COUNTRY
 CZ2397'CLUB ROAD FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF ALVORD ROAD ON THE
 CZ2397'LEFT.  TURN LEFT, EAST, ON ALVORD ROAD FOR 0.4 KM (0.2 MI) TO
 CZ2397'MASTERSON AVENUE.  CONTINUE STRAIGHT AHEAD, EAST, ON ALVORD ROAD FOR
 CZ2397'0.1 KM (0.1 MI) TO THE STATION ON THE LEFT, NEAR AN EXTENSIOMETER
 CZ2397'SITE.
 CZ2397'THE STATION IS A STANDARD GAGING STATION DISK SET IN THE TOP OF AN
 CZ2397'IRREGULAR MASS OF CONCRTE FLUSH WITH THE GROUND.  LOCATED 24.69 M
 CZ2397'(81.00 FT) NORTH-NORTHWEST OF THE CENTERLINE OF ALVORD ROAD, 17.68 M
 CZ2397'(58.01 FT) EAST-NORTHEAST OF A CHAIN LINK FENCE, 15.85 M (52.00 FT)
 CZ2397'WEST OF THE SOUTHWEST CORNER OF A ONE STORY HOUSE, 5.49 M (18.01 FT)
 CZ2397'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND
 CZ2397'EXTENSOMETER BUILDING AND 4.2 M (13.8 FT) SOUTHEAST OF THE SOUTHWEST
 CZ2397'CORNER OF CHAIN LINK FENCE AROUND THE EXTENSIOMETER BUILDING.
 CZ2397
 CZ2397                          STATION RECOVERY (1999)
 CZ2397
 CZ2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CZ2397'RECOVERED AS DESCRIBED.  PHONE NUMBER FOR CONTACT PERSON HAS BEEN
 CZ2397'DISCONNECTED.
 CZ2397
 CZ2397                          STATION RECOVERY (2003)
 CZ2397
 CZ2397'RECOVERY NOTE BY CENTRAL ARIZONA PROJECT 2003 (DLD)
 CZ2397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0359 ***********************************************************************
 GQ0359  DESIGNATION -  WRIGHT
 GQ0359  PID         -  GQ0359
 GQ0359  STATE/COUNTY-  AZ/MOHAVE
 GQ0359  USGS QUAD   -  ROCK CANYON (1979)
 GQ0359
 GQ0359                         *CURRENT SURVEY CONTROL
 GQ0359  ___________________________________________________________________
 GQ0359* NAD 83(1992)-  36 59 11.96921(N)    113 17 52.46823(W)     ADJUSTED  
 GQ0359* NAVD 88     -      1405.4    (meters)    4611.     (feet)  VERTCON   
 GQ0359  ___________________________________________________________________
 GQ0359  LAPLACE CORR-          10.44  (seconds)                    DEFLEC99
 GQ0359  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 GQ0359  HORZ ORDER  -  THIRD
 GQ0359
 GQ0359.The horizontal coordinates were established by classical geodetic methods
 GQ0359.and adjusted by the National Geodetic Survey in November 1997.
 GQ0359
 GQ0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0359
 GQ0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0359
 GQ0359.The geoid height was determined by GEOID03.
 GQ0359
 GQ0359;                    North         East     Units Scale Factor Converg.
 GQ0359;SPC AZ W     -   664,107.259   253,605.942   MT  0.99995328   +0 16 19.2
 GQ0359;SPC AZ W     - 2,178,829.59    832,040.49   iFT  0.99995328   +0 16 19.2
 GQ0359;SPC UT S     - 3,037,052.780   339,939.535   MT  1.00004739   -1 06 05.6
 GQ0359;UTM  12      - 4,095,860.378   295,490.203   MT  1.00011526   -1 22 58.7
 GQ0359
 GQ0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0359!SPC AZ W     -   0.99978321  x   0.99995328  =   0.99973650
 GQ0359!SPC UT S     -   0.99978321  x   1.00004739  =   0.99983059
 GQ0359!UTM  12      -   0.99978321  x   1.00011526  =   0.99989845
 GQ0359
 GQ0359|---------------------------------------------------------------------|
 GQ0359| PID    Reference Object                     Distance      Geod. Az  |
 GQ0359|                                                           dddmmss.s |
 GQ0359| CH4613 WRIGHT RM 1                          11.246 METERS 07544     |
 GQ0359| CH4612 WRIGHT AZ MK                                       0900621.5 |
 GQ0359| CH4614 WRIGHT RM 2                          10.092 METERS 16227     |
 GQ0359|---------------------------------------------------------------------|
 GQ0359
 GQ0359                          SUPERSEDED SURVEY CONTROL
 GQ0359
 GQ0359  NAD 83(1992)-  36 59 11.96659(N)    113 17 52.46957(W) AD(       ) 3
 GQ0359  NAD 83(1986)-  36 59 11.96403(N)    113 17 52.46897(W) AD(       ) 3
 GQ0359  NAD 27      -  36 59 12.02200(N)    113 17 49.65000(W) AD(       ) 3
 GQ0359  NGVD 29 (07/19/86) 1404.5    (m)         4608.     (f) VERT ANG    3  
 GQ0359
 GQ0359.Superseded values are not recommended for survey control.
 GQ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0359.See file dsdata.txt to determine how the superseded data were derived.
 GQ0359
 GQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF9549095860(NAD 83)
 GQ0359_MARKER: DS = TRIANGULATION STATION DISK
 GQ0359_SETTING: 80 = SET IN A BOULDER
 GQ0359_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GQ0359
 GQ0359  HISTORY     - Date     Condition        Report By
 GQ0359  HISTORY     - 1953     MONUMENTED       CGS
 GQ0359  HISTORY     - 1965     GOOD             CGS
 GQ0359
 GQ0359                          STATION DESCRIPTION
 GQ0359
 GQ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0359'THE STATION IS ABOUT 18 MILES EAST-SOUTHEAST OF ST. GEORGE,
 GQ0359'UTAH, 13 MILES SOUTH OF HURRICANE, UTAH, AND 1-1/2 MILES SOUTH
 GQ0359'OF THE UTAH-ARIZONA STATE LINE.  IT IS ON THE HIGHEST PART
 GQ0359'OF A LOW, INCONSPICUOUS BUTTE THAT LIES ALONG THE RIM THAT
 GQ0359'OVERLOOKS THE VALLEY TO THE WEST.
 GQ0359'
 GQ0359'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HURRICANE
 GQ0359'GO EAST AND NORTH ON STATE HIGHWAY 17 FOR 0.35 MILE TO A
 GQ0359'GRADED ROAD ON THE RIGHT LEADING TO SHORT CREEK.  TURN RIGHT
 GQ0359'AND FOLLOW THE ROAD LEADING OVER THE RIM AND TOWARD SHORT
 GQ0359'CREEK FOR 5.9 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 GQ0359'SOUTH, AND CONTINUE ON THE MAIN ROAD FOR 7.5 MILES TO A FORK.
 GQ0359'TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 1.4 MILES TO THE
 GQ0359'CATTLE GUARD AT THE STATE LINE.  CONTINUE SOUTH FOR 0.5 MILE
 GQ0359'TO A FORK.  TAKE THE RIGHT FORK, SOUTHWEST, FOR 0.1 MILE
 GQ0359'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE 0.65 MILE TO
 GQ0359'A FORK.  TAKE THE RIGHT FORK AND GO WEST FOR 0.1 MILE TO A
 GQ0359'DIM FORK AT A CABIN AND CORRAL.  (THE AZIMUTH MARK IS ON
 GQ0359'THE POINT OF THE RIM ABOUT 150 FEET NORTHWEST OF AND 40
 GQ0359'FEET HIGHER THAN THE CABIN.) PASS BETWEEN THE CABIN AND
 GQ0359'CORRAL, BEAR RIGHT, AND FOLLOW A TRACK ROAD WEST UP THE
 GQ0359'DRAW FOR 0.3 MILE AND TO A POINT WHERE TWO DRAWS JOIN.
 GQ0359'HERE BEAR RIGHT AND CONTINUE WEST-NORTHWEST UP THE RIGHT
 GQ0359'HAND DRAW TO THE TOP OF THE RIDGE, A DISTANCE OF 0.3
 GQ0359'MILE.  THEN BEAR LEFT AND CONTINUE SOUTHWESTERLY ALONG
 GQ0359'THE TOP OF THE RIDGE FOR 0.4 TO THE END OF TRUCK TRAVEL
 GQ0359'AT A SADDLE THAT SEPARATES THE STATION BUTTE FROM THE
 GQ0359'RIDGE.  FROM THE END OF TRUCK TRAVEL PACK NORTHWESTERLY
 GQ0359'ACROSS THE SADDLE FOR ABOUT 150 YARDS TO THE HIGHEST POINT
 GQ0359'OF THE BUTTE AND THE STATION.
 GQ0359'
 GQ0359'THE STATION MARK IS A STANDARD DISK STAMPED WRIGHT 1953.
 GQ0359'IT IS ON THE HIGHEST PART OF THE BUTTE AND SET IN A BOULDER
 GQ0359'PROJECTING 1 FOOT ABOVE THE GROUND.  IT IS 11.3 FEET EAST
 GQ0359'OF A WHITE WITNESS POST IN A CAIRN.
 GQ0359'
 GQ0359'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WRIGHT NO 1 1953.
 GQ0359'IT IS 2 FEET LOWER THAN THE STATION MARK AND SET IN A 3-FOOT
 GQ0359'BY 2-FOOT BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.
 GQ0359'
 GQ0359'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WRIGHT NO 2 1953.
 GQ0359'IT IS 4 FEET LOWER THAN THE STATION MARK AND SET IN A 5-FOOT
 GQ0359'BY 3-FOOT BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.
 GQ0359'
 GQ0359'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WRIGHT, 1953.
 GQ0359'IT IS SET IN BEDROCK FLUSH WITH THE SURFACE ON THE SOUTH RIM
 GQ0359'OF THE SMALL MESA THAT LIES JUST NORTHWEST OF THE CABIN
 GQ0359'MENTIONED ABOVE.  IT IS 3 FEET NORTH OF THE EDGE OF THE RIM
 GQ0359'AND 3 FEET WEST OF A WHITE WITNESS POST.
 GQ0359
 GQ0359                          STATION RECOVERY (1965)
 GQ0359
 GQ0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 GQ0359'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GQ0359'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 GQ0359'
 GQ0359'FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 59 IN HURRICANE,
 GQ0359'UTAH, GO SOUTH AND EAST ON HIGHWAY 59 3.2 MILES TO A DIAGONAL
 GQ0359'CROSS ROAD, TURN RIGHT AND GO SOUTHERLY 1.1 MILES TO A REVERSE
 GQ0359'Y-JUNCTION ON THE RIGHT, CONTINUE AHEAD 1.8 MILES TO A FORK, KEEP
 GQ0359'RIGHT AND GO 4.4 MILES TO A CATTLE GUARD, CONTINUE 0.3 MILE
 GQ0359'TO A FORK, KEEP LEFT 2.4 MILES TO A FORK, KEEP RIGHT 1.3
 GQ0359'MILES TO A CATTLE GUARD AND THE ARIZONA-UTAH STATE LINE,
 GQ0359'CONTINUE SOUTH 0.5 MILE TO A FORK, KEEP RIGHT 0.5 MILE TO A
 GQ0359'GATE, PASS THROUGH AND CONTINUE SOUTHWEST 0.35 MILE TO A
 GQ0359'FORK, KEEP RIGHT 0.2 MILE TO A FORK KEEP RIGHT 0.1 MILE TO A
 GQ0359'CORRAL ON THE LEFT AND A HOUSE ON THE RIGHT, CONTINUE WEST,
 GQ0359'UP DRAW 0.3 MILE, CONTINUE UP RIGHT DRAW 0.2 MILE TO TOP OF
 GQ0359'RIDGE, TURN LEFT ON DIM TRACK ROAD AND GO SOUTHWESTERLY
 GQ0359'0.7 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE, PACK
 GQ0359'NORTH ACROSS SADDLE TO THE TOP OF HIGHEST POINT AND THE
 GQ0359'STATION.
 GQ0359'
 GQ0359'NOTE.  THE AZIMUTH MARK IS ABOUT 150 FEET NORTHWEST AND
 GQ0359'ABOUT 40 FEET HIGHER THAN THE HOUSE MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1127 ***********************************************************************
 CY1127  DESIGNATION -  WRIGHT
 CY1127  PID         -  CY1127
 CY1127  STATE/COUNTY-  AZ/GRAHAM
 CY1127  USGS QUAD   -  TOLLGATE TANK (1985)
 CY1127
 CY1127                         *CURRENT SURVEY CONTROL
 CY1127  ___________________________________________________________________
 CY1127* NAD 83(1992)-  32 45 53.53106(N)    109 27 23.54537(W)     ADJUSTED  
 CY1127* NAVD 88     -      1070.9    (meters)    3513.     (feet)  VERTCON   
 CY1127  ___________________________________________________________________
 CY1127  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 CY1127  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CY1127  HORZ ORDER  -  SECOND
 CY1127
 CY1127.The horizontal coordinates were established by classical geodetic methods
 CY1127.and adjusted by the National Geodetic Survey in August 1993.
 CY1127
 CY1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1127
 CY1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1127
 CY1127.The geoid height was determined by GEOID03.
 CY1127
 CY1127;                    North         East     Units Scale Factor Converg.
 CY1127;SPC AZ E     -   195,900.792   279,893.109   MT  0.99995457   +0 23 03.6
 CY1127;SPC AZ E     -   642,719.13    918,284.48   iFT  0.99995457   +0 23 03.6
 CY1127;UTM  12      - 3,626,274.878   644,572.092   MT  0.99985772   +0 50 07.6
 CY1127
 CY1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1127!SPC AZ E     -   0.99983605  x   0.99995457  =   0.99979062
 CY1127!UTM  12      -   0.99983605  x   0.99985772  =   0.99969379
 CY1127
 CY1127|---------------------------------------------------------------------|
 CY1127| PID    Reference Object                     Distance      Geod. Az  |
 CY1127|                                                           dddmmss.s |
 CY1127| CC7668 WRIGHT RM 1                          12.564 METERS 10505     |
 CY1127| CY1125 LORENZO                             APPROX. 4.2 KM 2841039.0 |
 CY1127| CC7669 WRIGHT RM 2                          12.437 METERS 28458     |
 CY1127|---------------------------------------------------------------------|
 CY1127
 CY1127                          SUPERSEDED SURVEY CONTROL
 CY1127
 CY1127  NAD 83(1986)-  32 45 53.52590(N)    109 27 23.54228(W) AD(       ) 2
 CY1127  NAD 27      -  32 45 53.28642(N)    109 27 21.28451(W) AD(       ) 2
 CY1127  NGVD 29 (07/19/86) 1070.3    (m)         3511.     (f) VERT ANG    3  
 CY1127
 CY1127.Superseded values are not recommended for survey control.
 CY1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1127.See file dsdata.txt to determine how the superseded data were derived.
 CY1127
 CY1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4457226275(NAD 83)
 CY1127_MARKER: DD = SURVEY DISK
 CY1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1127
 CY1127  HISTORY     - Date     Condition        Report By
 CY1127  HISTORY     - 1976     MONUMENTED       AZDT
 CY1127
 CY1127                          STATION DESCRIPTION
 CY1127
 CY1127'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1127'THE STATION IS ABOUT 16 MILES EAST SOUTHEAST OF SAFFORD IN THE
 CY1127'SOUTH RIGHT-OF-WAY OF U.S. HWY. 70.
 CY1127'
 CY1127'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED WRIGHT 1976
 CY1127'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CY1127'IS 196 FEET SOUTH OF HWY. CENTERLINE AND ABOUT 4 FEET INSIDE R/W
 CY1127'FENCE AND IS MARKED BY A WITNESS POST AND SIGN 3 FEET SOUTH.
 CY1127'
 CY1127'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED WRIGHT RM
 CY1127'2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT
 CY1127'4 FEET INSIDE OF SOUTH RIGHT-OF-WAY FENCE LINE.
 CY1127'
 CY1127'REFERENCE MARK 1 IS A ADOT HWY. DIVISION DISK STAMPED WRIGHT
 CY1127'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT ABOUT
 CY1127'4 FEET INSIDE OF SOUTH RIGHT-OF-WAY FENCE.
 CY1127'
 CY1127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND 666,
 CY1127'10 MILES EAST OF SAFFORD, GO SOUTHEAST ON U.S. 70 TO MILE POST
 CY1127'355.32 AND THE STATION ON THE RIGHT, SOUTH, ABOUT 4 FEET
 CY1127'INSIDE OF R/W FENCE.
 CY1127'
 CY1127'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0098 ***********************************************************************
 CG0098  DESIGNATION -  WRIGHT 2500
 CG0098  PID         -  CG0098
 CG0098  STATE/COUNTY-  AZ/COCHISE
 CG0098  USGS QUAD   -  SAINT DAVID (1973)
 CG0098
 CG0098                         *CURRENT SURVEY CONTROL
 CG0098  ___________________________________________________________________
 CG0098* NAD 83(1992)-  31 58 30.28137(N)    110 14 18.37874(W)     ADJUSTED  
 CG0098* NAVD 88     -      1159.62   (+/-2cm)    3804.5    (feet)  VERTCON   
 CG0098  ___________________________________________________________________
 CG0098  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CG0098  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG0098  HORZ ORDER  -  SECOND
 CG0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0098
 CG0098.The horizontal coordinates were established by classical geodetic methods
 CG0098.and adjusted by the National Geodetic Survey in August 1993.
 CG0098
 CG0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0098.The vertical order pertains to the NGVD 29 superseded value.
 CG0098
 CG0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0098
 CG0098.The geoid height was determined by GEOID03.
 CG0098
 CG0098;                    North         East     Units Scale Factor Converg.
 CG0098;SPC AZ E     -   108,106.051   206,576.894   MT  0.99990057   -0 02 16.8
 CG0098;SPC AZ E     -   354,678.65    677,745.72   iFT  0.99990057   -0 02 16.8
 CG0098;UTM  12      - 3,537,926.539   571,953.938   MT  0.99966385   +0 24 11.9
 CG0098
 CG0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0098!SPC AZ E     -   0.99982231  x   0.99990057  =   0.99972290
 CG0098!UTM  12      -   0.99982231  x   0.99966385  =   0.99948622
 CG0098
 CG0098|---------------------------------------------------------------------|
 CG0098| PID    Reference Object                     Distance      Geod. Az  |
 CG0098|                                                           dddmmss.s |
 CG0098| CG0099 WRIGHT 2500 RM 1                     25.689 METERS 07221     |
 CG0098| CG0097 WRIGHT 2500 RM 2                     16.053 METERS 13612     |
 CG0098| CC7667 WRIGHT 2500 AZ MK RESET                            1520812.9 |
 CG0098| CC7666 WRIGHT 2500 AZ MK                                  1521056.7 |
 CG0098|---------------------------------------------------------------------|
 CG0098
 CG0098                          SUPERSEDED SURVEY CONTROL
 CG0098
 CG0098  NAD 83(1986)-  31 58 30.27495(N)    110 14 18.37529(W) AD(       ) 2
 CG0098  NAD 27      -  31 58 29.97400(N)    110 14 16.11900(W) AD(       ) 2
 CG0098  NGVD 29 (??/??/92) 1158.819  (m)         3801.89   (f) ADJ UNCH    2 0
 CG0098
 CG0098.Superseded values are not recommended for survey control.
 CG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0098.See file dsdata.txt to determine how the superseded data were derived.
 CG0098
 CG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7195437927(NAD 83)
 CG0098_MARKER: DS = TRIANGULATION STATION DISK
 CG0098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CG0098+WITH SETTING: INTO GROUND
 CG0098_STAMPING: WRIGHT 2500 1946
 CG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0098+STABILITY: SURFACE MOTION
 CG0098
 CG0098  HISTORY     - Date     Condition        Report By
 CG0098  HISTORY     - 1946     MONUMENTED       CGS
 CG0098  HISTORY     - 1960     GOOD             CGS
 CG0098  HISTORY     - 1960     GOOD             NGS
 CG0098  HISTORY     - 1962     GOOD             CGS
 CG0098  HISTORY     - 1986     GOOD             AZDT
 CG0098
 CG0098                          STATION DESCRIPTION
 CG0098
 CG0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0098'THE STATION IS LOCATED ON A NARROW RIDGE, ABOUT 1/4 MILE N OF
 CG0098'STATE HIGHWAY 86, AND 3-1/2 MILES E OF BENSON.
 CG0098'
 CG0098'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO E ON
 CG0098'STATE HIGHWAY 86 FOR 3.65 MILES TO THE STATION ON THE RIDGE
 CG0098'1/4 MILE TO THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, 96
 CG0098'FEET SSE OF THE CENTER OF THE ROAD.
 CG0098'
 CG0098'THE STATION, WHICH IS A BRONZE STATION DISK BRAZED TO THE TOP
 CG0098'OF A SQUARE IRON PIPE, IS STAMPED WRIGHT 2500 1946.  IT
 CG0098'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS LOCATED IN
 CG0098'ABOUT THE CENTER OF THE NARROW RIDGE.
 CG0098'
 CG0098'REFERENCE MARK 1, WHICH IS A BRONZE AZIMUTH DISK WITH THE
 CG0098'WORD AZIMUTH OBLITERATED, IS STAMPED WRIGHT 2500 R.M. NO 1
 CG0098'1946.  IT IS BRAZED TO THE TOP OF AN ANGLE IRON WHICH PROJECTS
 CG0098'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ENE OF STATION AND 1 FOOT
 CG0098'HIGHER.
 CG0098'
 CG0098'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CG0098'WRIGHT 2500 NO 2 1946, IS BRAZED TO THE TOP OF AN IRON PIPE
 CG0098'PROJECTING 1 INCH.  IT IS SE OF STATION AND 1 FOOT LOWER.
 CG0098'
 CG0098'AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED WRIGHT 2500
 CG0098'1946, AND SET IN A SQUARE CONCRETE POST.  IT IS SSE OF STATION
 CG0098'AND 5 FEET NNW OF FENCE LINE.
 CG0098
 CG0098                          STATION RECOVERY (1960)
 CG0098
 CG0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CG0098'STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE
 CG0098'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 CG0098'KNOCKED OUT BUT WAS RESET IN APPROXIMATELY THE SAME POSITION
 CG0098'AND STAMPED WRIGHT 2500 1946 RESET 1960.  IT IS 99 FEET SOUTHEAST
 CG0098'OF THE CENTER OF EXISTING STATE HIGHWAY 86, 24 FEET SOUTHWEST
 CG0098'OF THE SOUTHWEST CORNER OF A WIRE FENCE ENCLOSING A POWER
 CG0098'TRANSFORMER STATION, 4 FEET NORTHWEST OF A WIRE FENCE AND 3
 CG0098'FEET NORTHWEST OF A WHITE WITNESS POST.
 CG0098
 CG0098                          STATION RECOVERY (1960)
 CG0098
 CG0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0098'3.9 MI E FROM BENSON.
 CG0098'3.65 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CG0098'HIGHWAY 86, THENCE ABOUT .25 MILE NORTH ACROSS COUNTRY TO STATION.
 CG0098'MARK IS BRAZED TO THE TOP OF A 2-INCH SQUARE IRON PIPE PROJECTING 2
 CG0098'INCHES.
 CG0098
 CG0098                          STATION RECOVERY (1962)
 CG0098
 CG0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LGB)
 CG0098'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 CG0098'MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 CG0098'DIRECTION TO THE AZIMUTH MARK WAS FOUND TO CHECK THE 1960
 CG0098'OBSERVATION, BUT THE 1960 LISTED DISTANCES AND DIRECTIONS FOR
 CG0098'REFERENCE MARKS 1 AND 2 WERE FOUND TO BE IN ERROR AS THE MARKS
 CG0098'ARE REVERSED IN NUMERICAL ORDER.
 CG0098'
 CG0098'THE STATION IS ON THE SUMMIT OF A GRAVEL AND SAND RIDGE, ABOUT
 CG0098'3-1/2 MILES EAST OF BENSON AND 1/4 MILE NORTH OF STATE HIGHWAY
 CG0098'86 AND THE BENSON SUBSTATION, ELECTRIC CO-OP INC.
 CG0098'
 CG0098'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, DRIVE
 CG0098'EAST ON STATE HIGHWAY 86 FOR 3.6 MILES TO THE BENSON SUBSTATION
 CG0098'AND THE AZIMUTH MARK ON THE RIGHT.  THIS IS THE END OF TRUCK
 CG0098'TRAVEL FOR 2-WHEEL DRIVE VEHICLES.  PACK NORTH FOR ABOUT
 CG0098'1/4 MILE TO THE STATION.
 CG0098'
 CG0098'THE STATION IS MARKED BY A STANDARD STATION DISK STAMPED
 CG0098'WRIGHT 2500 1946.  THE DISK IS BRAZED TO THE TOP OF A SQUARE
 CG0098'IRON PIPE, PROJECTS 2 INCHES ABOVE THE GROUND AND IS SITUATED
 CG0098'IN THE CENTER OF THE TOP OF THE NARROW RIDGE.
 CG0098'
 CG0098'REFERENCE MARK 1 IS A STANDARD AZIMUTH MARK DISK WITH THE WORD
 CG0098'AZIMUTH OBLITERATED.  THE DISK, STAMPED WRIGHT 2500 R.M. NO
 CG0098'1 1946, IS BRAZED TO THE TOP OF AN ANGLE IRON WHICH PROJECTS
 CG0098'1-INCH ABOVE THE GROUND AND IS ABOUT 1 FOOT HIGHER IN ELEVATION
 CG0098'THAN THE STATION MARK.
 CG0098'
 CG0098'REFERENCE MARK 2, A STANDARD REFERENCE MARK DISK STAMPED WRIGHT
 CG0098'2500 NO 2 1946, IS BRAZED TO THE TOP OF AN IRON PIPE WHICH
 CG0098'IS 3 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND.
 CG0098'IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAT THE STATION MARK.
 CG0098'
 CG0098'THE AZIMUTH MARK, A STANDARD DISK STAMPED WRIGHT 2500 RESET
 CG0098'1946 1960, IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 CG0098'SQUARE AT THE TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 CG0098'GROUND.  IT IS 95 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CG0098'86, 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SECURITY
 CG0098'FENCE SURROUNDING THE BENSON SUBSTATION, 4.5 FEET NORTH OF
 CG0098'THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE, 4 FEET NORTHEAST
 CG0098'OF A WOODEN WITNESS POST AND 1.4 FEET SOUTHWEST OF A METAL
 CG0098'WITNESS POST WITH SIGN ATTACHED.
 CG0098
 CG0098                          STATION RECOVERY (1986)
 CG0098
 CG0098'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0098'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0098'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0098'
 CG0098'TO REACH THE STATION FROM THE POST OFFICE IN BENSON TRAVEL NORTH ALONG
 CG0098'OCOTILLO AVENUE 0.2 MILE TO 4TH STREET WHICH IS BUSINESS ROUTE I 10.
 CG0098'TRAVEL EAST FOR 2.0 MILES TO I 10.  THE AZIMUTH MARK IS 2.55 MILES
 CG0098'EAST OF THIS POINT ALONG THE SOUTH FRONTAGE ROAD.  TRAVEL UNDER I 10
 CG0098'TO THE NORTH FRONTAGE ROAD.  TURN RIGHT AND TRAVEL EAST FOR 2.3 MILES
 CG0098'TO END OF TRUCK TRAVEL.  PACK NORTH TO STATION ON TOP OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0096 ***********************************************************************
 CG0096  DESIGNATION -  WRIGHT 2500 AZ MK RESET
 CG0096  PID         -  CG0096
 CG0096  STATE/COUNTY-  AZ/COCHISE
 CG0096  USGS QUAD   -  SAINT DAVID (1973)
 CG0096
 CG0096                         *CURRENT SURVEY CONTROL
 CG0096  ___________________________________________________________________
 CG0096* NAD 83(1986)-  31 58 21.     (N)    110 14 08.     (W)     SCALED    
 CG0096* NAVD 88     -      1130.499  (meters)    3708.98   (feet)  ADJUSTED  
 CG0096  ___________________________________________________________________
 CG0096  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG0096  DYNAMIC HT  -        1128.811 (meters)    3703.44  (feet)  COMP
 CG0096  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 CG0096  OBS GRAVITY -     979,111.2   (mgal)                       GRAV_OBS
 CG0096
 CG0096  VERT ORDER  -  FIRST     CLASS II
 CG0096
 CG0096.The horizontal coordinates were scaled from a topographic map and have
 CG0096.an estimated accuracy of +/- 6 seconds.
 CG0096
 CG0096.The orthometric height was determined by differential leveling
 CG0096.and adjusted in June 1991.
 CG0096
 CG0096.The geoid height was determined by GEOID03.
 CG0096
 CG0096.The dynamic height is computed by dividing the NAVD 88
 CG0096.geopotential number by the normal gravity value computed on the
 CG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0096.degrees latitude (g = 980.6199 gals.).
 CG0096
 CG0096.The modeled gravity was interpolated from observed gravity values.
 CG0096.The observed gravity was obtained from relative gravimeter ties
 CG0096.to the IGSN71 gravity network.
 CG0096
 CG0096;                    North         East    Units  Estimated Accuracy
 CG0096;SPC AZ E     -   107,820.      206,850.      MT  (+/- 180 meters Scaled)
 CG0096
 CG0096                          SUPERSEDED SURVEY CONTROL
 CG0096
 CG0096.No superseded survey control is available for this station.
 CG0096
 CG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA722376(NAD 83)
 CG0096_MARKER: DZ = AZIMUTH MARK DISK
 CG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0096_STAMPING: WRIGHT 2500 1946 RESET 1960
 CG0096_PROJECTION: PROJECTING 20 CENTIMETERS
 CG0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0096+STABILITY: SURFACE MOTION
 CG0096
 CG0096  HISTORY     - Date     Condition        Report By
 CG0096  HISTORY     - 1960     MONUMENTED       CGS
 CG0096  HISTORY     - 1979     GOOD             NGS
 CG0096
 CG0096                          STATION DESCRIPTION
 CG0096
 CG0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CG0096'3.65 MI E FROM BENSON.
 CG0096'3.65 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CG0096'HIGHWAY 86, 24 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WIRE FENCE
 CG0096'AROUND AN ELECTRIC TRANSFORMER, 4 FEET NORTHWEST OF A WIRE FENCE, 99
 CG0096'FEET SOUTHEAST OF CENTER OF THE HIGHWAY, 3 FEET NORTHWEST OF WITNESS
 CG0096'POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4
 CG0096'INCHES.
 CG0096
 CG0096                          STATION RECOVERY (1979)
 CG0096
 CG0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0096'7.2 KILOMETERS (4.5 MILES) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CG0096'OCOTILLO STREET UNDERPASS AT BENSON, AT BENSON SUBSTATION, 0.16
 CG0096'KILOMETER (0.1 MILE) SOUTHWEST OF MILE POST 309, 27.2 METERS (86.4
 CG0096'FEET) SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST FRONTAGE ROAD,
 CG0096'7.4 METERS (24.4 FEET) SOUTHWEST OF THE WEST CORNER OF THE CHAIN LINK
 CG0096'FENCE AROUND THE SUBSTATION AND 1.4 METERS (4.6 FEET) NORTHWEST OF THE
 CG0096'SOUTHEAST RIGHT-OF-WAY FENCE OF THE SOUTHEAST FRONTAGE ROAD.
 CG0096'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CG0096'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0099 ***********************************************************************
 CG0099  DESIGNATION -  WRIGHT 2500 RM 1
 CG0099  PID         -  CG0099
 CG0099  STATE/COUNTY-  AZ/COCHISE
 CG0099  USGS QUAD   -  SAINT DAVID (1973)
 CG0099
 CG0099                         *CURRENT SURVEY CONTROL
 CG0099  ___________________________________________________________________
 CG0099* NAD 83(1992)-  31 58 30.53422(N)    110 14 17.44636(W)     ADJUSTED  
 CG0099* NAVD 88     -      1160.14   (+/-2cm)    3806.2    (feet)  VERTCON   
 CG0099  ___________________________________________________________________
 CG0099  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 CG0099  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG0099  HORZ ORDER  -  SECOND
 CG0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0099
 CG0099.The horizontal coordinates were established by classical geodetic methods
 CG0099.and adjusted by the National Geodetic Survey in August 1993.
 CG0099
 CG0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0099.The vertical order pertains to the NGVD 29 superseded value.
 CG0099
 CG0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0099
 CG0099.The geoid height was determined by GEOID03.
 CG0099
 CG0099;                    North         East     Units Scale Factor Converg.
 CG0099;SPC AZ E     -   108,113.822   206,601.377   MT  0.99990056   -0 02 16.3
 CG0099;SPC AZ E     -   354,704.14    677,826.04   iFT  0.99990056   -0 02 16.3
 CG0099;UTM  12      - 3,537,934.497   571,978.354   MT  0.99966389   +0 24 12.4
 CG0099
 CG0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0099!SPC AZ E     -   0.99982223  x   0.99990056  =   0.99972281
 CG0099!UTM  12      -   0.99982223  x   0.99966389  =   0.99948618
 CG0099
 CG0099:                Primary Azimuth Mark                     Grid Az
 CG0099:SPC AZ E     -  SIBYL                                    072 23 14.1
 CG0099:UTM  12      -  SIBYL                                    071 56 45.4
 CG0099
 CG0099|---------------------------------------------------------------------|
 CG0099| PID    Reference Object                     Distance      Geod. Az  |
 CG0099|                                                           dddmmss.s |
 CG0099| CG0954 SIBYL                               APPROX. 5.3 KM 0722057.8 |
 CG0099|---------------------------------------------------------------------|
 CG0099
 CG0099                          SUPERSEDED SURVEY CONTROL
 CG0099
 CG0099  NAD 83(1986)-  31 58 30.52780(N)    110 14 17.44292(W) AD(       ) 2
 CG0099  NAD 27      -  31 58 30.22700(N)    110 14 15.18700(W) AD(       ) 2
 CG0099  NGVD 29 (??/??/92) 1159.337  (m)         3803.59   (f) ADJ UNCH    2 0
 CG0099
 CG0099.Superseded values are not recommended for survey control.
 CG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0099.See file dsdata.txt to determine how the superseded data were derived.
 CG0099
 CG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7197837934(NAD 83)
 CG0099_MARKER: DR = REFERENCE MARK DISK
 CG0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0099_SP_SET: ANGLE-IRON
 CG0099_STAMPING: WRIGHT 2500 NO 1 1946
 CG0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0099
 CG0099  HISTORY     - Date     Condition        Report By
 CG0099  HISTORY     - 1946     MONUMENTED       CGS
 CG0099  HISTORY     - 1960     GOOD             NGS
 CG0099
 CG0099                          STATION DESCRIPTION
 CG0099
 CG0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0099'THE STATION, WRIGHT 2500, IS ON THE SUMMIT OF A GRAVEL AND SAND RIDGE,
 CG0099'ABOUT 3-1/2 MILES EAST OF BENSON AND 1/4 MILE NORTH OF STATE HIGHWAY
 CG0099'86 AND THE BENSON SUBSTATION, ELECTRIC CO-OP INC.
 CG0099'
 CG0099'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, DRIVE
 CG0099'EAST ON STATE HIGHWAY 86 FOR 3.6 MILES TO THE BENSON SUBSTATION
 CG0099'AND THE AZIMUTH MARK, STAMPED WRIGHT 2500, ON THE RIGHT.  THIS IS THE
 CG0099'END OF TRUCK TRAVEL FOR 2-WHEEL DRIVE VEHICLES.  PACK NORTH FOR ABOUT
 CG0099'1/4 MILE TO THE STATION.
 CG0099'
 CG0099'REFERENCE MARK 1 IS A STANDARD AZIMUTH MARK DISK WITH THE WORD
 CG0099'AZIMUTH OBLITERATED.  THE DISK, STAMPED WRIGHT 2500 R.M. NO
 CG0099'1 1946, IS BRAZED TO THE TOP OF AN ANGLE IRON WHICH PROJECTS
 CG0099'1-INCH ABOVE THE GROUND AND IS ABOUT 1 FOOT HIGHER IN ELEVATION
 CG0099'THAN THE STATION MARK.
 CG0099
 CG0099                          STATION RECOVERY (1960)
 CG0099
 CG0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0099'3.9 MI E FROM BENSON.
 CG0099'3.65 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CG0099'HIGHWAY 86, THENCE ABOUT .25 MILE NORTH ACROSS COUNTRY.  MARK IS
 CG0099'BRAZED TO THE TOP OF AN ANGLE-IRON THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0097 ***********************************************************************
 CG0097  DESIGNATION -  WRIGHT 2500 RM 2
 CG0097  PID         -  CG0097
 CG0097  STATE/COUNTY-  AZ/COCHISE
 CG0097  USGS QUAD   -  SAINT DAVID (1973)
 CG0097
 CG0097                         *CURRENT SURVEY CONTROL
 CG0097  ___________________________________________________________________
 CG0097* NAD 83(1986)-  31 58 29.     (N)    110 14 18.     (W)     SCALED    
 CG0097* NAVD 88     -      1159.25   (+/-2cm)    3803.3    (feet)  VERTCON   
 CG0097  ___________________________________________________________________
 CG0097  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CG0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0097
 CG0097.The horizontal coordinates were scaled from a topographic map and have
 CG0097.an estimated accuracy of +/- 6 seconds.
 CG0097
 CG0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0097.The vertical order pertains to the NGVD 29 superseded value.
 CG0097
 CG0097.The geoid height was determined by GEOID03.
 CG0097
 CG0097;                    North         East    Units  Estimated Accuracy
 CG0097;SPC AZ E     -   108,070.      206,590.      MT  (+/- 180 meters Scaled)
 CG0097
 CG0097                          SUPERSEDED SURVEY CONTROL
 CG0097
 CG0097  NGVD 29 (??/??/92) 1158.451  (m)         3800.68   (f) ADJ UNCH    2 0
 CG0097
 CG0097.Superseded values are not recommended for survey control.
 CG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0097.See file dsdata.txt to determine how the superseded data were derived.
 CG0097
 CG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA719378(NAD 83)
 CG0097_MARKER: DR = REFERENCE MARK DISK
 CG0097_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CG0097+WITH SETTING: INTO GROUND
 CG0097_STAMPING: WRIGHT 2500 NO 2 1946
 CG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0097+STABILITY: SURFACE MOTION
 CG0097
 CG0097  HISTORY     - Date     Condition        Report By
 CG0097  HISTORY     - 1946     MONUMENTED       CGS
 CG0097  HISTORY     - 1960     GOOD             NGS
 CG0097
 CG0097                          STATION DESCRIPTION
 CG0097
 CG0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CG0097'3.9 MI E FROM BENSON.
 CG0097'3.65 MILES EAST OF THE POST OFFICE AT BENSON, ARIZONA, ON STATE
 CG0097'HIGHWAY 86, THENCE ABOUT .25 MILE ACROSS COUNTRY.  MARK IS BRAZED TO
 CG0097'THE TOP OF AN IRON PIPE PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0574 ***********************************************************************
 FQ0574  DESIGNATION -  WUPATKI
 FQ0574  PID         -  FQ0574
 FQ0574  STATE/COUNTY-  AZ/COCONINO
 FQ0574  USGS QUAD   -  WUPATKI SE (1969)
 FQ0574
 FQ0574                         *CURRENT SURVEY CONTROL
 FQ0574  ___________________________________________________________________
 FQ0574* NAD 83(1992)-  35 31 15.88532(N)    111 22 10.01216(W)     ADJUSTED  
 FQ0574* NAVD 88     -      1490.451  (meters)    4889.92   (feet)  POSTED    
 FQ0574  ___________________________________________________________________
 FQ0574  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 FQ0574  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FQ0574  DYNAMIC HT  -        1488.540 (meters)    4883.65  (feet)  COMP
 FQ0574  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 FQ0574
 FQ0574  HORZ ORDER  -  SECOND
 FQ0574  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0574
 FQ0574.The horizontal coordinates were established by classical geodetic methods
 FQ0574.and adjusted by the National Geodetic Survey in August 1993.
 FQ0574
 FQ0574.The orthometric height was determined by differential leveling
 FQ0574.and adjusted by the  in 1992.
 FQ0574.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0574.rate of 0.0 thru 1.0 mm/km.
 FQ0574
 FQ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0574
 FQ0574.The geoid height was determined by GEOID03.
 FQ0574
 FQ0574.The dynamic height is computed by dividing the NAVD 88
 FQ0574.geopotential number by the normal gravity value computed on the
 FQ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0574.degrees latitude (g = 980.6199 gals.).
 FQ0574
 FQ0574.The modeled gravity was interpolated from observed gravity values.
 FQ0574
 FQ0574;                    North         East     Units Scale Factor Converg.
 FQ0574;SPC AZ C     -   501,517.463   262,991.142   MT  0.99993035   +0 19 04.6
 FQ0574;SPC AZ C     - 1,645,398.50    862,831.83   iFT  0.99993035   +0 19 04.6
 FQ0574;UTM  12      - 3,930,894.011   466,502.312   MT  0.99961383   -0 12 52.7
 FQ0574
 FQ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0574!SPC AZ C     -   0.99976985  x   0.99993035  =   0.99970021
 FQ0574!UTM  12      -   0.99976985  x   0.99961383  =   0.99938376
 FQ0574
 FQ0574|---------------------------------------------------------------------|
 FQ0574| PID    Reference Object                     Distance      Geod. Az  |
 FQ0574|                                                           dddmmss.s |
 FQ0574| CH4616 WUPATKI RM 1                         18.450 METERS 02400     |
 FQ0574| CH4617 WUPATKI RM 2                         18.943 METERS 09526     |
 FQ0574| CH4615 WUPATKI AZ MK                                      2955541.1 |
 FQ0574|---------------------------------------------------------------------|
 FQ0574
 FQ0574                          SUPERSEDED SURVEY CONTROL
 FQ0574
 FQ0574  NAD 83(1986)-  35 31 15.88346(N)    111 22 10.00870(W) AD(       ) 2
 FQ0574  NAD 27      -  35 31 15.87382(N)    111 22 07.47281(W) AD(       ) 2
 FQ0574  NGVD 29 (07/19/86) 1489.64   (m)         4887.3    (f) LEVELING    3  
 FQ0574
 FQ0574.Superseded values are not recommended for survey control.
 FQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0574.See file dsdata.txt to determine how the superseded data were derived.
 FQ0574
 FQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE6650230894(NAD 83)
 FQ0574_MARKER: DS = TRIANGULATION STATION DISK
 FQ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0574_SP_SET: SQUARE CONCRETE MONUMENT
 FQ0574_STAMPING: WUPATKI
 FQ0574_MARK LOGO: CGS   
 FQ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0574+STABILITY: SURFACE MOTION
 FQ0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0574+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2008
 FQ0574
 FQ0574  HISTORY     - Date     Condition        Report By
 FQ0574  HISTORY     - 1936     MONUMENTED       CGS
 FQ0574  HISTORY     - 1936     GOOD             CGS
 FQ0574  HISTORY     - 1955     GOOD             CGS
 FQ0574  HISTORY     - 1958     GOOD             LOCSUR
 FQ0574  HISTORY     - 19680430 GOOD             USGS
 FQ0574  HISTORY     - 1969     GOOD             AZHD
 FQ0574  HISTORY     - 20081024 GOOD             INDIV
 FQ0574
 FQ0574                          STATION DESCRIPTION
 FQ0574
 FQ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0574'THE STATION IS LOCATED ON THE HIGHEST POINT OF A MESA ABOUT
 FQ0574'1/4 MILE EAST OF THE WUPATKI RUINS AND ACROSS THE ROAD FROM
 FQ0574'THE RUINS, ABOUT 45 FEET EAST OF A SMALL ROCK ENCLOSURE
 FQ0574'MARKED NA 2077, ABOUT 100 YARDS EAST OF THE ROAD.
 FQ0574'
 FQ0574'TO REACH THE STATION FROM FLAGSTAFF GO EAST ON U.S. HIGHWAY
 FQ0574'66 FOR 6.1 MILES FROM THE COMMERCIAL HOTEL TO THE JUNCTION
 FQ0574'OF U.S. HIGHWAYS 66 AND 89.  GO NORTH ON HIGHWAY 89 FOR 22.1
 FQ0574'MILES TO A T-ROAD EAST AND SIGNS POINTING TO THE WUPATKI
 FQ0574'NATIONAL MONUMENT AND WUPATKI RUINS, FOLLOW THIS ROAD AND SIGNS
 FQ0574'POINTING TO THE WUPATKI RUINS 13.4 MILES TO A POINT OPPOSITE
 FQ0574'RUINS AND THE HIGHEST POINT ON MESA TO THE LEFT, LEAVE THE ROAD
 FQ0574'AND GO EAST ABOUT 100 YARDS TO THE HIGHEST POINT ON MESA AND
 FQ0574'STATION.  MARKS SET IN DRILL HOLE IN CONCRETE.
 FQ0574'
 FQ0574'REFERENCE MARK NO. 1 IS 60.53 FEET NORTH-NORTHEAST OF THE
 FQ0574'STATION.
 FQ0574'
 FQ0574'REFERENCE MARK NO. 2 IS 62.15 FEET EAST OF THE STATION.
 FQ0574'
 FQ0574'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE
 FQ0574'STATION ON THE NORTH SIDE OF ROAD AND ON A ROCK LEDGE, ABOUT
 FQ0574'125 FEET EAST OF A WHITE ROCK, ON THE ROCK LEDGE AT A POINT
 FQ0574'WHERE THE BOULDERS ARE TUMBLED DOWN NEAREST THE ROAD.
 FQ0574'
 FQ0574'HEIGHT OF LIGHT ABOVE STATION MARK - 6 FEET.
 FQ0574
 FQ0574                          STATION RECOVERY (1936)
 FQ0574
 FQ0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 FQ0574'RECOVERED IN GOOD CONDITION.
 FQ0574
 FQ0574                          STATION RECOVERY (1955)
 FQ0574
 FQ0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0574'THE STATION MARK, TWO REFERENCE MARKS, AND AZIMUTH MARK
 FQ0574'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.D.T. IN
 FQ0574'1936.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE
 FQ0574'DIRECTIONS TO REACH THE STATION HAVE BECOME OBSOLETE.  NEW
 FQ0574'DIRECTIONS FOLLOW--
 FQ0574'
 FQ0574'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 FQ0574'RAILWAY DEPOT IN FLAGSTAFF, GO E ON U.S. HIGHWAY 66 FOR 3.7
 FQ0574'MI. TO THE JUNCTION WITH U.S. HIGHWAY 89.  TURN LEFT (N) ON
 FQ0574'U.S. HIGHWAY 89 AND GO 25.3 MI. TO THE ENTRANCE TO THE WUPATKI
 FQ0574'RUINS NATIONAL MONUMENT.  TURN RIGHT (E) AND FOLLOW THE
 FQ0574'WELL-MARKED ROAD FOR 14.0 MI. TO THE MONUMENT HEADQUARTERS AND THE
 FQ0574'STATION SITE AS ORIGINALLY DESCRIBED.
 FQ0574
 FQ0574                          STATION RECOVERY (1958)
 FQ0574
 FQ0574'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 FQ0574'STATION RECOVERED BY AIR PHOTO SUR.
 FQ0574'
 FQ0574'STATION AND ALL REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FQ0574'
 FQ0574'THERE IS AN APPARENT DISCREPANCY IN THE DIRECTIONS AS DESCRIBED
 FQ0574'FROM BLACK FALLS DO NOT CONFORM TO THE LOCATIONS OF REFERENCE
 FQ0574'MARKS 1 AND 2.
 FQ0574
 FQ0574                          STATION RECOVERY (1968)
 FQ0574
 FQ0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0574'AT THE WUPATKI NATIONAL MONUMENT VISITORS CENTER LOCATED 23.8 MILES
 FQ0574'SOUTH ALONG U.S. HIGHWAY 89 FROM THE SUSPENSION BRIDGE AT CAMERON
 FQ0574'ARIZONA AND 13.6 MILES EAST ALONG THE PARK SERVICE ROAD, ABOUT 300
 FQ0574'FEET EAST OF THE ROAD AT THE HIGHEST POINT ON THE MESA.
 FQ0574
 FQ0574                          STATION RECOVERY (1969)
 FQ0574
 FQ0574'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1969 (ARD)
 FQ0574'GENERAL LOCATION USC AND GS DESCRIPTION ADEQUATE.
 FQ0574'
 FQ0574'STATION MARK RECOVERED AS DESCRIBED.
 FQ0574'
 FQ0574'REFERENCE MARKS RECOVERED AS DESCRIBED.
 FQ0574'
 FQ0574'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 FQ0574
 FQ0574                          STATION RECOVERY (2008)
 FQ0574
 FQ0574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JPH)
 FQ0574'STATION MARK AND TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI1945 ***********************************************************************
 AI1945  DESIGNATION -  WVSC
 AI1945  PID         -  AI1945
 AI1945  STATE/COUNTY-  AZ/MARICOPA
 AI1945  USGS QUAD   -  FOWLER (1982)
 AI1945
 AI1945                         *CURRENT SURVEY CONTROL
 AI1945  ___________________________________________________________________
 AI1945* NAD 83(2007)-  33 26 53.90368(N)    112 13 33.52613(W)     ADJUSTED  
 AI1945* NAVD 88     -       315.5    (meters)    1035.     (feet)  GPS OBS   
 AI1945  ___________________________________________________________________
 AI1945  EPOCH DATE  -        2007.00
 AI1945  X           -  -2,015,171.775 (meters)                     COMP
 AI1945  Y           -  -4,931,634.471 (meters)                     COMP
 AI1945  Z           -   3,495,709.020 (meters)                     COMP
 AI1945  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AI1945  ELLIP HEIGHT-         285.236 (meters)          (02/10/07) ADJUSTED
 AI1945  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AI1945
 AI1945  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1945  Type    PID    Designation                      North   East  Ellip
 AI1945  -------------------------------------------------------------------
 AI1945  NETWORK AI1945 WVSC                              0.51   0.43   1.37
 AI1945  -------------------------------------------------------------------
 AI1945
 AI1945.The horizontal coordinates were established by GPS observations
 AI1945.and adjusted by the National Geodetic Survey in February 2007.
 AI1945
 AI1945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1945.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1945.The horizontal coordinates are valid at the epoch date displayed above.
 AI1945.The epoch date for horizontal control is a decimal equivalence
 AI1945.of Year/Month/Day.
 AI1945
 AI1945.The orthometric height was determined by GPS observations and a
 AI1945.high-resolution geoid model.
 AI1945
 AI1945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1945
 AI1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1945
 AI1945.The ellipsoidal height was determined by GPS observations
 AI1945.and is referenced to NAD 83.
 AI1945
 AI1945.The geoid height was determined by GEOID03.
 AI1945
 AI1945;                    North         East     Units Scale Factor Converg.
 AI1945;SPC AZ C     -   271,510.344   184,603.615   MT  0.99991019   -0 10 13.8
 AI1945;SPC AZ C     -   890,781.97    605,654.90   iFT  0.99991019   -0 10 13.8
 AI1945;UTM  12      - 3,701,660.045   386,053.358   MT  0.99976007   -0 40 32.9
 AI1945
 AI1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1945!SPC AZ C     -   0.99995522  x   0.99991019  =   0.99986542
 AI1945!UTM  12      -   0.99995522  x   0.99976007  =   0.99971530
 AI1945
 AI1945                          SUPERSEDED SURVEY CONTROL
 AI1945
 AI1945  NAD 83(1992)-  33 26 53.90295(N)    112 13 33.52549(W) AD(       ) A
 AI1945  ELLIP H (09/30/99)  285.263  (m)                       GP(       ) 3 1
 AI1945
 AI1945.Superseded values are not recommended for survey control.
 AI1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1945.See file dsdata.txt to determine how the superseded data were derived.
 AI1945
 AI1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC8605301660(NAD 83)
 AI1945_MARKER: DD = SURVEY DISK
 AI1945_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI1945_SP_SET: CONCRETE APRON
 AI1945_STAMPING: WVSC 1999
 AI1945_MARK LOGO: SRP   
 AI1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1945+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1945
 AI1945  HISTORY     - Date     Condition        Report By
 AI1945  HISTORY     - 1999     MONUMENTED       SRP
 AI1945
 AI1945                          STATION DESCRIPTION
 AI1945
 AI1945'DESCRIBED BY SALT RIVER PROJECT 1999 (AB)
 AI1945'THE STATION IS LOCATED IN TOLLESON, AT THE SALT RIVER PROJECT WEST
 AI1945'VALLEY SERVICE CENTER AT 221 NORTH 79TH AVE.  OWNERSHIP--SALT RIVER
 AI1945'PROJECT.  CONTACT IS ADRIAN BURCHAM, LAND/SURVEYS DIVISION, PO BOX
 AI1945'52025, MAIL STATION SUR225, TEMPE AZ 85282, PHONE 602-236-3174.  TO
 AI1945'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 AI1945'75TH AVENUE ON THE WEST SIDE OF PHOENIX, GO SOUTH FOR 0.7 MI (1.1 KM)
 AI1945'ON 75TH AVE TO VAN BUREN ST.  TURN RIGHT AND GO WEST FOR 0.5 MI (0.8
 AI1945'KM) ON VAN BUREN ST TO 79TH AVE.  TURN LEFT AND GO SOUTH FOR 0.1 MI
 AI1945'(0.2 KM) ON 79TH AVE TO THE SRP WEST VALLEY SERVICE CENTER SECURITY
 AI1945'GUARD HOUSE ENTRANCE.  PROCEED THROUGH THE COMPLEX EAST-SOUTHEAST FOR
 AI1945'0.2 MI (0.3 KM) TO THE HELICOPTER PAD AND THE STATION, ABOUT 200 FEET
 AI1945'(61.0 M) NORTHEAST OF THE PAD.  THE STATION IS AN ALUMINUM DISK SET IN
 AI1945'A CONCRETE APRON.  LOCATED 35.9 FT (10.9 M) FT WEST FROM A CHAIN LINK
 AI1945'FENCE, 45.8 FT (14.0 M) NORTH FROM A CHAIN LINK FENCE OF A LOT HOLDING
 AI1945'AREA FOR NEW TRANSFORMERS AND 58.3 FT (17.8 M) NORTHWEST FROM A CHAIN
 AI1945'LINK FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0951 ***********************************************************************
 CG0951  DESIGNATION -  WYATT
 CG0951  PID         -  CG0951
 CG0951  STATE/COUNTY-  AZ/COCHISE
 CG0951  USGS QUAD   -  LAND (1973)
 CG0951
 CG0951                         *CURRENT SURVEY CONTROL
 CG0951  ___________________________________________________________________
 CG0951* NAD 83(1992)-  31 50 16.41773(N)    110 07 52.51387(W)     ADJUSTED  
 CG0951* NAVD 88     -      1303.4    (meters)    4276.     (feet)  VERTCON   
 CG0951  ___________________________________________________________________
 CG0951  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CG0951  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CG0951  HORZ ORDER  -  SECOND
 CG0951
 CG0951.The horizontal coordinates were established by classical geodetic methods
 CG0951.and adjusted by the National Geodetic Survey in August 1993.
 CG0951
 CG0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0951
 CG0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG0951
 CG0951.The geoid height was determined by GEOID03.
 CG0951
 CG0951;                    North         East     Units Scale Factor Converg.
 CG0951;SPC AZ E     -    92,894.159   216,711.807   MT  0.99990014   +0 01 07.3
 CG0951;SPC AZ E     -   304,770.86    710,996.74   iFT  0.99990014   +0 01 07.3
 CG0951;UTM  12      - 3,522,796.441   582,203.168   MT  0.99968334   +0 27 29.9
 CG0951
 CG0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG0951!SPC AZ E     -   0.99979972  x   0.99990014  =   0.99969988
 CG0951!UTM  12      -   0.99979972  x   0.99968334  =   0.99948313
 CG0951
 CG0951|---------------------------------------------------------------------|
 CG0951| PID    Reference Object                     Distance      Geod. Az  |
 CG0951|                                                           dddmmss.s |
 CG0951| CC7672 WYATT RM 2                           25.973 METERS 12638     |
 CG0951| CG0952 PHOENIX EL PASO AWY BCN 16          APPROX. 8.2 KM 1892627.1 |
 CG0951| CC7670 WYATT AZ MK                                        2835508.7 |
 CG0951| CC7671 WYATT RM 1                           28.305 METERS 35543     |
 CG0951|---------------------------------------------------------------------|
 CG0951
 CG0951                          SUPERSEDED SURVEY CONTROL
 CG0951
 CG0951  NAD 83(1986)-  31 50 16.41249(N)    110 07 52.50989(W) AD(       ) 2
 CG0951  NAD 27      -  31 50 16.09800(N)    110 07 50.24400(W) AD(       ) 2
 CG0951  NGVD 29 (07/19/86) 1302.6    (m)         4274.     (f) VERT ANG    3  
 CG0951
 CG0951.Superseded values are not recommended for survey control.
 CG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0951.See file dsdata.txt to determine how the superseded data were derived.
 CG0951
 CG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA8220322796(NAD 83)
 CG0951_MARKER: DS = TRIANGULATION STATION DISK
 CG0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CG0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0951+STABILITY: SURFACE MOTION
 CG0951
 CG0951  HISTORY     - Date     Condition        Report By
 CG0951  HISTORY     - 1946     MONUMENTED       CGS
 CG0951  HISTORY     - 1986     GOOD             AZDT
 CG0951
 CG0951                          STATION DESCRIPTION
 CG0951
 CG0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 CG0951'THE STATION IS LOCATED ON THE OPEN ROLLING MESA WHICH LIES E
 CG0951'OF THE SAN PEDRO RIVER.  IN APPROXIMATE AIRLINE DISTANCE IT IS
 CG0951'LOCATED 9 MILES NNE OF FAIRBANK, 9 MILES NNW OF TOMBSTONE, 8
 CG0951'MILES SE OF ST. DAVID, AND 5 MILES E OF THE SAN PEDRO RIVER.
 CG0951'
 CG0951'TO REACH THE STATION FROM THE NEW MORMON CHURCH IN ST. DAVID
 CG0951'WHICH IS ABOUT 7 MILES S AND E OF BENSON ON U.S. HIGHWAY 80, GO
 CG0951'SE ON HIGHWAY 80 FOR 7.1 MILES TO A FAINT ROAD LEADING LEFT OFF
 CG0951'THE HIGHWAY.  (THIS POINT IS JUST AFTER THE HIGHWAY COMES UP OUT
 CG0951'OF THE VALLEY AND JUST BEFORE THE HIGHWAY GOES DOWN INTO A DEEP
 CG0951'WASH.  IT IS ALSO 0.1 MILE BEFORE REACHING THE HIGHWAY BRIDGE
 CG0951'ACROSS THE WASH.) HERE TURN OR BEAR LEFT OFF THE HIGHWAY ONTO
 CG0951'THE TRACK ROAD WHICH PARALLELS THE HIGHWAY FOR 0.05 MILE TO A
 CG0951'WIRE GATE.  PASS THROUGH THIS GATE AND FOLLOW THE TRACK ROAD
 CG0951'FOR 0.1 MILE TO ANOTHER WIRE GATE.  CONTINUE THROUGH THIS GATE
 CG0951'AND FOLLOW THE TRACK ROAD FOR 0.65 MILE TO ANOTHER WIRE
 CG0951'GATE.  PASS THROUGH THIS GATE AND GO 1.95 MILES TO A FORK.
 CG0951'(THE AZIMUTH MARK CAN BE REACHED BY TAKING THE LEFT FORK AT
 CG0951'THIS POINT AND FOLLOWING A TRACK ROAD FOR 0.6 MILE TO A
 CG0951'WINDMILL, TANK, CORRALS AND THE AZIMUTH MARK IN A WATERING
 CG0951'TROUGH.) TAKE THE RIGHT FORK HERE AND GO 0.1 MILE TO THE
 CG0951'STATION ON THE RIGHT, 110 FEET S OF THE CENTER OF THE TRACK
 CG0951'ROAD.
 CG0951'
 CG0951'THE STATION MARK IS A BRONZE STATION DISK, STAMPED WYATT 1946,
 CG0951'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE
 CG0951'THE SURROUNDING SURFACE.  IT IS LOCATED 13-1/2 FEET SSW OF A
 CG0951'4-INCH-SQUARE WHITE WITNESS POST.  UNDERGROUND MARK IS A BRONZE
 CG0951'STATION DISK SET IN CONCRETE.
 CG0951'
 CG0951'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED WYATT NO
 CG0951'1 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 12
 CG0951'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET LOWER
 CG0951'THAN THE STATION AND IS LOCATED N OF THE STATION.
 CG0951'
 CG0951'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED WYATT
 CG0951'NO 2 1946, AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8
 CG0951'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET LOWER
 CG0951'THAN THE STATION AND IS LOCATED SE OF THE STATION.
 CG0951'
 CG0951'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED WYATT 1946,
 CG0951'AND SET IN THE NW CORNER EDGE OF A CONCRETE WATERING TROUGH WHOSE
 CG0951'SIDES PROJECT 15 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 CG0951'LOCATED 0.7 MILE WNW OF THE STATION, 103 FEET NW OF THE WELL,
 CG0951'11-1/2 FEET SE OF A 4-INCH-SQUARE WHITE WITNESS POST, AND 10-1/2
 CG0951'FEET E OF THE E FENCE OF THE CORRALS.
 CG0951'
 CG0951'HEIGHT OF LIGHT ABOVE STATION MARK - 3.6 METERS.
 CG0951
 CG0951                          STATION RECOVERY (1986)
 CG0951
 CG0951'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG0951'THE STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CG0951'IN GOOD CONDITION.  A NEW ROUTE TO THE STATION FOLLOWS.
 CG0951'
 CG0951'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID, TRAVEL EAST
 CG0951'ALONG U.S. HIGHWAY 80 FOR 7.7 MILES TO A DIRT ROAD LEFT AT MILEPOST
 CG0951'307.5.  PASS THROUGH THE LOCKED GATE AND TRAVEL NORTH FOR 0.7 MILE TO
 CG0951'A GATE, CONTINUE AHEAD FOR 1.6 MILES TO ANOTHER GATE.  PASS THROUGH
 CG0951'THE GATE AND CONTINUE FOR 0.6 MILE TO A FORK.  THE AZIMUTH MARK IS 0.6
 CG0951'MILE ALONG THE LEFT FORK AS DESCRIBED IN 1946.  TURN RIGHT FOR 0.2
 CG0951'MILE TO THE STATION ON THE RIGHT.
 CG0951'
 CG0951'A KEY TO THE PROPERTY CAN BE OBTAINED FROM MR. M.D. CURTIS IN ST DAVID
 CG0951'CALL(602) 586-4749.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0283 ***********************************************************************
 CZ0283  DESIGNATION -  WYE
 CZ0283  PID         -  CZ0283
 CZ0283  STATE/COUNTY-  AZ/PIMA
 CZ0283  USGS QUAD   -  TUCSON (1992)
 CZ0283
 CZ0283                         *CURRENT SURVEY CONTROL
 CZ0283  ___________________________________________________________________
 CZ0283* NAD 83(1992)-  32 11 58.97530(N)    110 58 47.61188(W)     ADJUSTED  
 CZ0283* NAVD 88     -       727.73   (+/-2cm)    2387.6    (feet)  VERTCON   
 CZ0283  ___________________________________________________________________
 CZ0283  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CZ0283  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0283  HORZ ORDER  -  SECOND
 CZ0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0283
 CZ0283.The horizontal coordinates were established by classical geodetic methods
 CZ0283.and adjusted by the National Geodetic Survey in August 1993.
 CZ0283
 CZ0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0283.The vertical order pertains to the NGVD 29 superseded value.
 CZ0283
 CZ0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0283
 CZ0283.The geoid height was determined by GEOID03.
 CZ0283
 CZ0283;                    North         East     Units Scale Factor Converg.
 CZ0283;SPC AZ C     -   133,395.712   301,679.234   MT  0.99999616   +0 29 57.2
 CZ0283;SPC AZ C     -   437,649.97    989,761.27   iFT  0.99999616   +0 29 57.2
 CZ0283;UTM  12      - 3,562,573.161   501,895.162   MT  0.99960004   +0 00 38.6
 CZ0283
 CZ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0283!SPC AZ C     -   0.99989035  x   0.99999616  =   0.99988651
 CZ0283!UTM  12      -   0.99989035  x   0.99960004  =   0.99949043
 CZ0283
 CZ0283|---------------------------------------------------------------------|
 CZ0283| PID    Reference Object                     Distance      Geod. Az  |
 CZ0283|                                                           dddmmss.s |
 CZ0283| CZ0282 WYE RM 2                             13.896 METERS 27058     |
 CZ0283| CZ1839 TUCSON RADIO STATION KMOP MAST      APPROX. 2.0 KM 3510155.5 |
 CZ0283| CZ0281 WYE RM 1                             12.140 METERS 35755     |
 CZ0283|---------------------------------------------------------------------|
 CZ0283
 CZ0283                          SUPERSEDED SURVEY CONTROL
 CZ0283
 CZ0283  NAD 83(1986)-  32 11 58.97180(N)    110 58 47.60949(W) AD(       ) 2
 CZ0283  NAD 27      -  32 11 58.69710(N)    110 58 45.27730(W) AD(       ) 2
 CZ0283  NGVD 29 (??/??/92)  727.056  (m)         2385.35   (f) ADJ UNCH    2 0
 CZ0283
 CZ0283.Superseded values are not recommended for survey control.
 CZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0283.See file dsdata.txt to determine how the superseded data were derived.
 CZ0283
 CZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0189562573(NAD 83)
 CZ0283_MARKER: DS = TRIANGULATION STATION DISK
 CZ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0283_STAMPING: WYE 1959
 CZ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0283+STABILITY: SURFACE MOTION
 CZ0283
 CZ0283  HISTORY     - Date     Condition        Report By
 CZ0283  HISTORY     - 1959     MONUMENTED       CGS
 CZ0283  HISTORY     - 1960     GOOD             NGS
 CZ0283  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ0283
 CZ0283                          STATION DESCRIPTION
 CZ0283
 CZ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0283'THE STATION IS IN THE SOUTHWEST PART OF THE CITY OF TUCSON.
 CZ0283'
 CZ0283'TO REACH THE STATION FROM THE SOUTH TUCSON BRANCH POST OFFICE,
 CZ0283'WHICH IS JUST WEST OF THE INTERSECTION OF SOUTH 6TH AVENUE AND
 CZ0283'WEST 33RD STREET, GO WEST ON 33RD STREET FOR 0.25 MILE TO SOUTH
 CZ0283'10TH AVENUE, TURN RIGHT AND GO NORTH ON 10TH AVENUE FOR 0.3
 CZ0283'MILE TO WEST 29TH STREET, TURN LEFT AND GO WEST ON WEST 29TH
 CZ0283'STREET FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 CZ0283'
 CZ0283'THE STATION MARK, STAMPED WYE 1959, IS A STANDARD DISK SET IN
 CZ0283'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 CZ0283'IT IS 87 FEET SOUTHWEST OF THE WEST POLE OF A DOUBLE POWER LINE
 CZ0283'POLE, 74 FEET NORTH OF THE CENTER OF WEST 29TH STREET AND 49
 CZ0283'FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE.
 CZ0283'
 CZ0283'REFERENCE MARK 1, STAMPED WYE NO 1 1959, IS A STANDARD DISK SET
 CZ0283'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 CZ0283'INCHES.  IT IS 53 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 CZ0283'HOUSE AND UNDER THE WEST END OF A LARGE VALLEY NATIONAL BANK
 CZ0283'SIGN.
 CZ0283'
 CZ0283'REFERENCE MARK 2, STAMPED WYE NO 2 1959, IS A STANDARD DISK SET
 CZ0283'IN THE TOP OF A ROUND CONCRETE POST THAT IS SET FLUSH WITH THE
 CZ0283'GROUND.  IT IS 75 FEET NORTH OF THE CENTER OF WEST 29TH
 CZ0283'STREET AND 13-1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 CZ0283'HOUSE.
 CZ0283'
 CZ0283'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 58.9 FEET.
 CZ0283
 CZ0283                          STATION RECOVERY (1960)
 CZ0283
 CZ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CZ0283'IN TUCSON.
 CZ0283'FROM THE POST OFFICE IN SOUTH TUCSON GO WEST ON 33RD STREET 0.25 MILE,
 CZ0283'THENCE NORTH ON 10TH AVENUE 0.3 MILE, THENCE WEST ON WEST 29TH STREET
 CZ0283'0.25 MILE TO THE STATION ON THE RIGHT, 87.0 FEET SOUTHWEST OF THE WEST
 CZ0283'POLE OF A DOUBLE POWER LINE, 74.0 FEET NORTH OF THE CENTER LINE OF
 CZ0283'WEST 29TH STREET, 49.0 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 CZ0283'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 CZ0283'INCHES.
 CZ0283
 CZ0283                          STATION RECOVERY (1995)
 CZ0283
 CZ0283'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0588 ***********************************************************************
 ES0588  DESIGNATION -  WYE
 ES0588  PID         -  ES0588
 ES0588  STATE/COUNTY-  AZ/YAVAPAI
 ES0588  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0588
 ES0588                         *CURRENT SURVEY CONTROL
 ES0588  ___________________________________________________________________
 ES0588* NAD 83(1992)-  34 33 31.99640(N)    111 54 17.03760(W)     ADJUSTED  
 ES0588* NAVD 88     -      1082.12   (+/-2cm)    3550.3    (feet)  VERTCON   
 ES0588  ___________________________________________________________________
 ES0588  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 ES0588  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 ES0588  HORZ ORDER  -  SECOND
 ES0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0588
 ES0588.The horizontal coordinates were established by classical geodetic methods
 ES0588.and adjusted by the National Geodetic Survey in August 1993.
 ES0588
 ES0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0588.The vertical order pertains to the NGVD 29 superseded value.
 ES0588
 ES0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0588
 ES0588.The geoid height was determined by GEOID03.
 ES0588
 ES0588;                    North         East     Units Scale Factor Converg.
 ES0588;SPC AZ C     -   394,643.722   214,455.138   MT  0.99990001   +0 00 24.4
 ES0588;SPC AZ C     - 1,294,762.87    703,592.97   iFT  0.99990001   +0 00 24.4
 ES0588;UTM  12      - 3,824,498.931   416,999.811   MT  0.99968491   -0 30 47.7
 ES0588
 ES0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0588!SPC AZ C     -   0.99983424  x   0.99990001  =   0.99973427
 ES0588!UTM  12      -   0.99983424  x   0.99968491  =   0.99951920
 ES0588
 ES0588:                Primary Azimuth Mark                     Grid Az
 ES0588:SPC AZ C     -  CV 3                                     026 36 03.7
 ES0588:UTM  12      -  CV 3                                     027 07 15.8
 ES0588
 ES0588|---------------------------------------------------------------------|
 ES0588| PID    Reference Object                     Distance      Geod. Az  |
 ES0588|                                                           dddmmss.s |
 ES0588| ES1025 CV 3                                APPROX. 2.6 KM 0263628.1 |
 ES0588| ES0589 WYE RM 1                              7.680 METERS 13323     |
 ES0588| ES0587 WYE RM 2                              8.268 METERS 22941     |
 ES0588| CH4618 WYE RM 3                             10.830 METERS 29523     |
 ES0588|---------------------------------------------------------------------|
 ES0588
 ES0588                          SUPERSEDED SURVEY CONTROL
 ES0588
 ES0588  NAD 83(1986)-  34 33 31.99154(N)    111 54 17.03440(W) AD(       ) 2
 ES0588  NAD 27      -  34 33 31.89880(N)    111 54 14.48630(W) AD(       ) 2
 ES0588  NGVD 29 (??/??/92) 1081.372  (m)         3547.80   (f) ADJ UNCH    2 0
 ES0588
 ES0588.Superseded values are not recommended for survey control.
 ES0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0588.See file dsdata.txt to determine how the superseded data were derived.
 ES0588
 ES0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD1700024499(NAD 83)
 ES0588_MARKER: DS = TRIANGULATION STATION DISK
 ES0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0588_SP_SET: ABUTMENT
 ES0588_STAMPING: WYE 1959
 ES0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0588
 ES0588  HISTORY     - Date     Condition        Report By
 ES0588  HISTORY     - 1959     MONUMENTED       CGS
 ES0588  HISTORY     - 1959     GOOD             CGS
 ES0588  HISTORY     - 1966     GOOD             AZHD
 ES0588
 ES0588                          STATION DESCRIPTION
 ES0588
 ES0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ES0588'STATION IS 3 MILES SOUTHWEST OF CAMP VERDE, IN THE SOUTHWEST
 ES0588'QUADRANT OF THE INTERSECTION OF ARIZONA STATE HIGHWAY 79 AND THE
 ES0588'PAVED ROAD LEADING FROM CAMP VERDE.
 ES0588'
 ES0588'TO REACH THE STATION FROM THE POST OFFICE AT CAMP VERDE GO
 ES0588'SOUTHWEST ON THE PAVED ROAD FOR 3.0 MILES TO ARIZONA STATE HIGHWAY
 ES0588'79 AND THE STATION ON THE LEFT.
 ES0588'
 ES0588'THE STATION MARK IS A STANDARD DISK STAMPED WYE 1959, SET IN A
 ES0588'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 140 FEET
 ES0588'SOUTH OF THE INTERSECTION AND 3.0 FEET SOUTH OF A WITNESS POST.
 ES0588'
 ES0588'R.M. 1 IS A STANDARD DISK STAMPED WYE NO 1 1959, SET IN A SQUARE
 ES0588'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 27.7 FEET SOUTHEAST
 ES0588'OF THE WITNESS POST.
 ES0588'
 ES0588'R.M. 2 IS A STANDARD DISK STAMPED WYE NO 2 1959, SET IN A SQUARE
 ES0588'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 28.4 FEET SOUTHWEST
 ES0588'OF THE WITNESS POST.
 ES0588'
 ES0588'TRIANGULATION STATION CV 3 CAN BE USED AS AN AZIMUTH MARK.
 ES0588'(SEE DESCRIPTION THEREOF.)
 ES0588
 ES0588                          STATION RECOVERY (1959)
 ES0588
 ES0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ES0588'3.0 MI SW FROM CAMP VERDE.
 ES0588'3.0 MILES SOUTHWEST ALONG THE PAVED ROAD LEADING TO PHOENIX FROM THE
 ES0588'POST OFFICE IN CAMP VERDE, 140 FEET SOUTH OF THE INTERSECTION, 3.0
 ES0588'FEET SOUTH OF THE WITNESS POST, SET IN A SQUARE CONCRETE MONUMENT THAT
 ES0588'PROJECTS 4 INCHES.
 ES0588
 ES0588                          STATION RECOVERY (1966)
 ES0588
 ES0588'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 ES0588'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 ES0588'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS DESTROYED.
 ES0588'
 ES0588'A NEW REFERENCE MARK (NO. 3) WAS ESTABLISHED.
 ES0588'
 ES0588'REFERENCE MARK 3 IS STAMPED WYE NO 3 R.M. BM RESET 1966, SET IN
 ES0588'A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 0.6 FEET.
 ES0588'THE MARK IS LOCATED 50 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE AND
 ES0588'25 FEET NORTHWEST OF RIGHT-OF-WAY POST 82 + 38.24.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0589 ***********************************************************************
 ES0589  DESIGNATION -  WYE RM 1
 ES0589  PID         -  ES0589
 ES0589  STATE/COUNTY-  AZ/YAVAPAI
 ES0589  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0589
 ES0589                         *CURRENT SURVEY CONTROL
 ES0589  ___________________________________________________________________
 ES0589* NAD 83(1986)-  34 33 31.     (N)    111 54 17.     (W)     SCALED    
 ES0589* NAVD 88     -      1081.96   (+/-2cm)    3549.7    (feet)  VERTCON   
 ES0589  ___________________________________________________________________
 ES0589  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0589
 ES0589.The horizontal coordinates were scaled from a topographic map and have
 ES0589.an estimated accuracy of +/- 6 seconds.
 ES0589
 ES0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0589.The vertical order pertains to the NGVD 29 superseded value.
 ES0589
 ES0589.The geoid height was determined by GEOID03.
 ES0589
 ES0589;                    North         East    Units  Estimated Accuracy
 ES0589;SPC AZ C     -   394,610.      214,460.      MT  (+/- 180 meters Scaled)
 ES0589
 ES0589                          SUPERSEDED SURVEY CONTROL
 ES0589
 ES0589  NGVD 29 (??/??/92) 1081.210  (m)         3547.27   (f) ADJ UNCH    2 0
 ES0589
 ES0589.Superseded values are not recommended for survey control.
 ES0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0589.See file dsdata.txt to determine how the superseded data were derived.
 ES0589
 ES0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD170244(NAD 83)
 ES0589_MARKER: DR = REFERENCE MARK DISK
 ES0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0589_STAMPING: WYE NO 1 1959
 ES0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0589+STABILITY: SURFACE MOTION
 ES0589
 ES0589  HISTORY     - Date     Condition        Report By
 ES0589  HISTORY     - 1959     MONUMENTED       CGS
 ES0589
 ES0589                          STATION DESCRIPTION
 ES0589
 ES0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0589'3.0 MI SW FROM CAMP VERDE.
 ES0589'3.0 MILES SOUTHWEST ALONG THE PAVED ROAD LEADING TO PHOENIX FROM THE
 ES0589'POST OFFICE IN CAMP VERDE, 27.7 FEET SOUTHEAST OF THE WITNESS POST,
 ES0589'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0282 ***********************************************************************
 CZ0282  DESIGNATION -  WYE RM 2
 CZ0282  PID         -  CZ0282
 CZ0282  STATE/COUNTY-  AZ/PIMA
 CZ0282  USGS QUAD   -  TUCSON (1992)
 CZ0282
 CZ0282                         *CURRENT SURVEY CONTROL
 CZ0282  ___________________________________________________________________
 CZ0282* NAD 83(1986)-  32 11 58.     (N)    110 58 44.     (W)     SCALED    
 CZ0282* NAVD 88     -       727.41   (+/-2cm)    2386.5    (feet)  VERTCON   
 CZ0282  ___________________________________________________________________
 CZ0282  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0282
 CZ0282.The horizontal coordinates were scaled from a topographic map and have
 CZ0282.an estimated accuracy of +/- 6 seconds.
 CZ0282
 CZ0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0282.The vertical order pertains to the NGVD 29 superseded value.
 CZ0282
 CZ0282.The geoid height was determined by GEOID03.
 CZ0282
 CZ0282;                    North         East    Units  Estimated Accuracy
 CZ0282;SPC AZ C     -   133,370.      301,770.      MT  (+/- 180 meters Scaled)
 CZ0282
 CZ0282                          SUPERSEDED SURVEY CONTROL
 CZ0282
 CZ0282  NGVD 29 (??/??/92)  726.741  (m)         2384.32   (f) ADJ UNCH    2 0
 CZ0282
 CZ0282.Superseded values are not recommended for survey control.
 CZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0282.See file dsdata.txt to determine how the superseded data were derived.
 CZ0282
 CZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019625(NAD 83)
 CZ0282_MARKER: DR = REFERENCE MARK DISK
 CZ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0282_STAMPING: WYE NO 2 1959
 CZ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0282+STABILITY: SURFACE MOTION
 CZ0282
 CZ0282  HISTORY     - Date     Condition        Report By
 CZ0282  HISTORY     - 1959     MONUMENTED       CGS
 CZ0282  HISTORY     - 1960     GOOD             NGS
 CZ0282  HISTORY     - 19950322 MARK NOT FOUND   USPSQD
 CZ0282
 CZ0282                          STATION DESCRIPTION
 CZ0282
 CZ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CZ0282'IN TUCSON.
 CZ0282'FROM THE POST OFFICE IN SOUTH TUCSON GO WEST ON 33RD STREET 0.25 MILE,
 CZ0282'THENCE NORTH ON 10TH AVENUE 0.3 MILE, THENCE WEST ON WEST 29TH STREET
 CZ0282'0.25 MILE TO THE TRIANGULATION STATION ON THE RIGHT, 75.0 FEET NORTH
 CZ0282'OF THE CENTER LINE OF WEST 29TH STREET, 13.5 FEET SOUTH OF THE
 CZ0282'SOUTHEAST CORNER OF A HOUSE, SET IN THE TOP OF A ROUND CONCRETE POST
 CZ0282'FLUSH WITH THE GROUND.
 CZ0282
 CZ0282                          STATION RECOVERY (1995)
 CZ0282
 CZ0282'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0587 ***********************************************************************
 ES0587  DESIGNATION -  WYE RM 2
 ES0587  PID         -  ES0587
 ES0587  STATE/COUNTY-  AZ/YAVAPAI
 ES0587  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0587
 ES0587                         *CURRENT SURVEY CONTROL
 ES0587  ___________________________________________________________________
 ES0587* NAD 83(1986)-  34 33 31.     (N)    111 54 17.     (W)     SCALED    
 ES0587* NAVD 88     -      1082.56   (+/-2cm)    3551.7    (feet)  VERTCON   
 ES0587  ___________________________________________________________________
 ES0587  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 ES0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0587
 ES0587.The horizontal coordinates were scaled from a topographic map and have
 ES0587.an estimated accuracy of +/- 6 seconds.
 ES0587
 ES0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0587.The vertical order pertains to the NGVD 29 superseded value.
 ES0587
 ES0587.The geoid height was determined by GEOID03.
 ES0587
 ES0587;                    North         East    Units  Estimated Accuracy
 ES0587;SPC AZ C     -   394,610.      214,460.      MT  (+/- 180 meters Scaled)
 ES0587
 ES0587                          SUPERSEDED SURVEY CONTROL
 ES0587
 ES0587  NGVD 29 (??/??/92) 1081.806  (m)         3549.23   (f) ADJ UNCH    2 0
 ES0587
 ES0587.Superseded values are not recommended for survey control.
 ES0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0587.See file dsdata.txt to determine how the superseded data were derived.
 ES0587
 ES0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD170244(NAD 83)
 ES0587_MARKER: DR = REFERENCE MARK DISK
 ES0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0587_STAMPING: WYE NO 2 1959
 ES0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0587+STABILITY: SURFACE MOTION
 ES0587
 ES0587  HISTORY     - Date     Condition        Report By
 ES0587  HISTORY     - 1959     MONUMENTED       CGS
 ES0587
 ES0587                          STATION DESCRIPTION
 ES0587
 ES0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0587'3.0 MI SW FROM CAMP VERDE.
 ES0587'3.0 MILES SOUTHWEST ALONG THE PAVED ROAD LEADING TO PHOENIX FROM THE
 ES0587'POST OFFICE IN CAMP VERDE, 28.4 FEET SOUTHWEST OF THE WITNESS POST,
 ES0587'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0284 ***********************************************************************
 CZ0284  DESIGNATION -  WYE RM 3 RESET
 CZ0284  PID         -  CZ0284
 CZ0284  STATE/COUNTY-  AZ/PIMA
 CZ0284  USGS QUAD   -  TUCSON (1992)
 CZ0284
 CZ0284                         *CURRENT SURVEY CONTROL
 CZ0284  ___________________________________________________________________
 CZ0284* NAD 83(1986)-  32 11 58.     (N)    110 58 45.     (W)     SCALED    
 CZ0284* NAVD 88     -       728.23   (+/-2cm)    2389.2    (feet)  VERTCON   
 CZ0284  ___________________________________________________________________
 CZ0284  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0284  VERT ORDER  -  THIRD (See Below)
 CZ0284
 CZ0284.The horizontal coordinates were scaled from a topographic map and have
 CZ0284.an estimated accuracy of +/- 6 seconds.
 CZ0284
 CZ0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0284.The vertical order pertains to the NGVD 29 superseded value.
 CZ0284
 CZ0284.The geoid height was determined by GEOID03.
 CZ0284
 CZ0284;                    North         East    Units  Estimated Accuracy
 CZ0284;SPC AZ C     -   133,370.      301,750.      MT  (+/- 180 meters Scaled)
 CZ0284
 CZ0284                          SUPERSEDED SURVEY CONTROL
 CZ0284
 CZ0284  NGVD 29 (03/28/06)  727.56   (m)         2387.0    (f) RESET       3  
 CZ0284
 CZ0284.Superseded values are not recommended for survey control.
 CZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0284.See file dsdata.txt to determine how the superseded data were derived.
 CZ0284
 CZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA019625(NAD 83)
 CZ0284_MARKER: DB = BENCH MARK DISK
 CZ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0284_STAMPING: WYE NO 3 RM BM RESET 1966
 CZ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0284+STABILITY: SURFACE MOTION
 CZ0284
 CZ0284  HISTORY     - Date     Condition        Report By
 CZ0284  HISTORY     - 1966     MONUMENTED       AZHD
 CZ0284
 CZ0284                          STATION DESCRIPTION
 CZ0284
 CZ0284'DESCRIBED BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1966
 CZ0284'IN TUCSON.
 CZ0284'0.25 MILE WEST ALONG 33RD STREET FROM THE POST OFFICE AT SOUTH TUCSON,
 CZ0284'THENCE 0.3 MILE NORTH ALONG 10TH AVENUE, THENCE 0.25 MILE WEST ALONG
 CZ0284'WEST 29TH STREET, 50 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 25 FEET
 CZ0284'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, SET IN THE TOP OF A
 CZ0284'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0289 ***********************************************************************
 DV0289  DESIGNATION -  X
 DV0289  PID         -  DV0289
 DV0289  STATE/COUNTY-  AZ/MARICOPA
 DV0289  USGS QUAD   -  EL MIRAGE (1982)
 DV0289
 DV0289                         *CURRENT SURVEY CONTROL
 DV0289  ___________________________________________________________________
 DV0289* NAD 83(1986)-  33 32 23.     (N)    112 21 56.     (W)     SCALED    
 DV0289* NAVD 88     -       331.99   (+/-2cm)    1089.2    (feet)  VERTCON   
 DV0289  ___________________________________________________________________
 DV0289  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0289
 DV0289.The horizontal coordinates were scaled from a topographic map and have
 DV0289.an estimated accuracy of +/- 6 seconds.
 DV0289
 DV0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0289.The vertical order pertains to the NGVD 29 superseded value.
 DV0289
 DV0289.The geoid height was determined by GEOID03.
 DV0289
 DV0289;                    North         East    Units  Estimated Accuracy
 DV0289;SPC AZ C     -   281,700.      171,670.      MT  (+/- 180 meters Scaled)
 DV0289
 DV0289                          SUPERSEDED SURVEY CONTROL
 DV0289
 DV0289  NGVD 29 (??/??/92)  331.442  (m)         1087.41   (f) ADJ UNCH    2 0
 DV0289
 DV0289.Superseded values are not recommended for survey control.
 DV0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0289.See file dsdata.txt to determine how the superseded data were derived.
 DV0289
 DV0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC732119(NAD 83)
 DV0289_MARKER: P = PIPE CAP
 DV0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DV0289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DV0289_STAMPING: BM X
 DV0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0289
 DV0289  HISTORY     - Date     Condition        Report By
 DV0289  HISTORY     - UNK      MONUMENTED       DOD
 DV0289  HISTORY     - 1957     MARK NOT FOUND   NGS
 DV0289
 DV0289                          STATION DESCRIPTION
 DV0289
 DV0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DV0289'IN LUKE FIELD.
 DV0289'AT LUKE FIELD, MARICOPA COUNTY, 15 FEET NORTHEAST OF THE SOUTHEAST
 DV0289'CORNER OF HANGAR T-448, 12 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 DV0289'BUILDING T-451, AND 1.5 FEET WEST OF THE LINE OF THE WEST SIDE OF THE
 DV0289'MIDDLE CONTROL TOWER.  A BRASS CAP, STAMPED BM X AND FASTENED ON THE
 DV0289'TOP OF AN IRON PIPE INSIDE A WOODEN BOX COVERED WITH A WOODEN LID
 DV0289'LEVEL WITH THE ASPHALT.  NOTE-- A NEW BUILDING EXISTS IN AREA
 DV0289'DESCRIBED BENCH MARK MAY STILL EXIST BELOW BUILDING.  HOWEVER, IT
 DV0289'COULD NOT EASILY BE USED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0410 ***********************************************************************
 FR0410  DESIGNATION -  X 1
 FR0410  PID         -  FR0410
 FR0410  STATE/COUNTY-  AZ/YAVAPAI
 FR0410  USGS QUAD   -  YAMPAI (1981)
 FR0410
 FR0410                         *CURRENT SURVEY CONTROL
 FR0410  ___________________________________________________________________
 FR0410* NAD 83(1986)-  35 29 44.     (N)    113 12 08.     (W)     SCALED    
 FR0410* NAVD 88     -      1702.796  (meters)    5586.59   (feet)  POSTED    
 FR0410  ___________________________________________________________________
 FR0410  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FR0410  DYNAMIC HT  -        1700.590 (meters)    5579.35  (feet)  COMP
 FR0410  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 FR0410
 FR0410  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FR0410
 FR0410.The horizontal coordinates were scaled from a topographic map and have
 FR0410.an estimated accuracy of +/- 6 seconds.
 FR0410
 FR0410.The orthometric height was determined by differential leveling
 FR0410.and adjusted by the  in 1992.
 FR0410.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FR0410.rate of 1.1 thru 2.0 mm/km.
 FR0410
 FR0410.The geoid height was determined by GEOID03.
 FR0410
 FR0410.The dynamic height is computed by dividing the NAVD 88
 FR0410.geopotential number by the normal gravity value computed on the
 FR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0410.degrees latitude (g = 980.6199 gals.).
 FR0410
 FR0410.The modeled gravity was interpolated from observed gravity values.
 FR0410
 FR0410;                    North         East    Units  Estimated Accuracy
 FR0410;SPC AZ C     -   499,310.       96,720.      MT  (+/- 180 meters Scaled)
 FR0410
 FR0410                          SUPERSEDED SURVEY CONTROL
 FR0410
 FR0410  NGVD 29 (??/??/92) 1701.877  (m)         5583.57   (f) ADJ UNCH    1 2
 FR0410
 FR0410.Superseded values are not recommended for survey control.
 FR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0410.See file dsdata.txt to determine how the superseded data were derived.
 FR0410
 FR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE002302(NAD 83)
 FR0410_MARKER: P = PIPE CAP
 FR0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FR0410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FR0410_STAMPING: ELEV. 5583.575 FT.
 FR0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FR0410
 FR0410  HISTORY     - Date     Condition        Report By
 FR0410  HISTORY     - UNK      MONUMENTED       CGS
 FR0410  HISTORY     - 1935     POOR             NGS
 FR0410  HISTORY     - 1975     MARK NOT FOUND   USGS
 FR0410
 FR0410                          STATION DESCRIPTION
 FR0410
 FR0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0410'IN YAMPAI.
 FR0410'AT YAMPAI, YAVAPAI COUNTY, 2 POLES EAST OF THE ATCHISON, TOPEKA AND
 FR0410'SANTA FE RAILWAY STATION SIGN, 3 POLES EAST OF MILEPOST 452, 68 FEET
 FR0410'NORTH OF THE CENTERLINE OF THE NORTH SPUR TRACK, 40.1 FEET WEST OF THE
 FR0410'SOUTHWEST CORNER OF THE NEW SECTION HOUSE, 1 FOOT SOUTH OF A POINT IN
 FR0410'LINE WITH THE FRONT OF THE HOUSE, 15 FEET WEST OF THE FENCE, AND 6
 FR0410'FEET EAST OF THE OLD SECTION HOUSE.  A STANDARD CAP, STAMPED ELEV.
 FR0410'5583.575 FT. AND FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 FR0410'PROJECTING 2 INCHES ABOVE GROUND.
 FR0410
 FR0410                          STATION RECOVERY (1975)
 FR0410
 FR0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FR0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0062 ***********************************************************************
 DU0062  DESIGNATION -  X 101
 DU0062  PID         -  DU0062
 DU0062  STATE/COUNTY-  AZ/GILA
 DU0062  USGS QUAD   -  BRUSHY CANYON (1966)
 DU0062
 DU0062                         *CURRENT SURVEY CONTROL
 DU0062  ___________________________________________________________________
 DU0062* NAD 83(1986)-  33 37 46.     (N)    110 25 44.     (W)     SCALED    
 DU0062* NAVD 88     -      1759.747  (meters)    5773.44   (feet)  ADJUSTED  
 DU0062  ___________________________________________________________________
 DU0062  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DU0062  DYNAMIC HT  -        1757.173 (meters)    5764.99  (feet)  COMP
 DU0062  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 DU0062
 DU0062  VERT ORDER  -  SECOND    CLASS 0
 DU0062
 DU0062.The horizontal coordinates were scaled from a topographic map and have
 DU0062.an estimated accuracy of +/- 6 seconds.
 DU0062
 DU0062.The orthometric height was determined by differential leveling
 DU0062.and adjusted in June 1991.
 DU0062
 DU0062.The geoid height was determined by GEOID03.
 DU0062
 DU0062.The dynamic height is computed by dividing the NAVD 88
 DU0062.geopotential number by the normal gravity value computed on the
 DU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0062.degrees latitude (g = 980.6199 gals.).
 DU0062
 DU0062.The modeled gravity was interpolated from observed gravity values.
 DU0062
 DU0062;                    North         East    Units  Estimated Accuracy
 DU0062;SPC AZ E     -   291,590.      189,030.      MT  (+/- 180 meters Scaled)
 DU0062
 DU0062                          SUPERSEDED SURVEY CONTROL
 DU0062
 DU0062  NGVD 29 (??/??/92) 1759.044  (m)         5771.13   (f) ADJ UNCH    2 0
 DU0062
 DU0062.Superseded values are not recommended for survey control.
 DU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0062.See file dsdata.txt to determine how the superseded data were derived.
 DU0062
 DU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC529212(NAD 83)
 DU0062_MARKER: DD = SURVEY DISK
 DU0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0062_STAMPING: X-101 1935
 DU0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0062+STABILITY: SURFACE MOTION
 DU0062
 DU0062  HISTORY     - Date     Condition        Report By
 DU0062  HISTORY     - 1935     MONUMENTED       USFS
 DU0062  HISTORY     - 1935     GOOD             NGS
 DU0062
 DU0062                          STATION DESCRIPTION
 DU0062
 DU0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DU0062'45.1 MI NE FROM GLOBE.
 DU0062'33.5 MI. N.E. OF, ALONG U.S. HWY NO. 60, THENCE 11.6 MI. E. ON ROAD TO
 DU0062'HILLTOP. IN A CLEARING AT THE BASE OF A HILL, ABOUT 600 FT. NORTH OF A
 DU0062'FENCE LINE AND 60 FT. NORTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0492 ***********************************************************************
 ET0492  DESIGNATION -  X 102
 ET0492  PID         -  ET0492
 ET0492  STATE/COUNTY-  AZ/YAVAPAI
 ET0492  USGS QUAD   -  SIMMONS (1979)
 ET0492
 ET0492                         *CURRENT SURVEY CONTROL
 ET0492  ___________________________________________________________________
 ET0492* NAD 83(1986)-  34 48 33.     (N)    112 44 43.     (W)     SCALED    
 ET0492* NAVD 88     -      1459.465  (meters)    4788.26   (feet)  POSTED    
 ET0492  ___________________________________________________________________
 ET0492  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0492  DYNAMIC HT  -        1457.530 (meters)    4781.91  (feet)  COMP
 ET0492  MODELED GRAV-     979,255.6   (mgal)                       NAVD 88
 ET0492
 ET0492  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0492
 ET0492.The horizontal coordinates were scaled from a topographic map and have
 ET0492.an estimated accuracy of +/- 6 seconds.
 ET0492
 ET0492.The orthometric height was determined by differential leveling
 ET0492.and adjusted in November 2005.
 ET0492.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0492.was located on a no-check spur therefore a value was not computed.
 ET0492.No vertical observational check was made to the station.
 ET0492
 ET0492.The geoid height was determined by GEOID03.
 ET0492
 ET0492.The dynamic height is computed by dividing the NAVD 88
 ET0492.geopotential number by the normal gravity value computed on the
 ET0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0492.degrees latitude (g = 980.6199 gals.).
 ET0492
 ET0492.The modeled gravity was interpolated from observed gravity values.
 ET0492
 ET0492;                    North         East    Units  Estimated Accuracy
 ET0492;SPC AZ C     -   422,720.      137,550.      MT  (+/- 180 meters Scaled)
 ET0492
 ET0492                          SUPERSEDED SURVEY CONTROL
 ET0492
 ET0492  NGVD 29 (??/??/92) 1458.606  (m)         4785.44   (f) ADJ UNCH    2 0
 ET0492
 ET0492.Superseded values are not recommended for survey control.
 ET0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0492.See file dsdata.txt to determine how the superseded data were derived.
 ET0492
 ET0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD403532(NAD 83)
 ET0492_MARKER: DD = SURVEY DISK
 ET0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0492_STAMPING: X 102 1935
 ET0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0492+STABILITY: SURFACE MOTION
 ET0492
 ET0492  HISTORY     - Date     Condition        Report By
 ET0492  HISTORY     - 1935     MONUMENTED       USFS
 ET0492  HISTORY     - 1974     GOOD             USGS
 ET0492
 ET0492                          STATION DESCRIPTION
 ET0492
 ET0492'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0492'9.0 MI E FROM CAMP WOOD.
 ET0492'9.0 MILES EAST ALONG THE COUNTY ROAD LEADING TO SIMMONS (SITE) FROM
 ET0492'CAMP WOOD, 1.0 MILE EAST OF A CONCRETE BRIDGE OVER PINE CREEK, 0.3
 ET0492'MILE WEST OF A SMALL CONCRETE BRIDGE, AT THE TOP OF A SMALL CUT 7.0
 ET0492'FEET ABOVE THE ROAD AND 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD. A
 ET0492'STANDARD USFS DISK SET IN A CONCRETE POST AND STAMPED X 102 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0261 ***********************************************************************
 FR0261  DESIGNATION -  X 103
 FR0261  PID         -  FR0261
 FR0261  STATE/COUNTY-  AZ/YAVAPAI
 FR0261  USGS QUAD   -  PURCELL CANYON (1973)
 FR0261
 FR0261                         *CURRENT SURVEY CONTROL
 FR0261  ___________________________________________________________________
 FR0261* NAD 83(1986)-  35 11 20.     (N)    112 54 17.     (W)     SCALED    
 FR0261* NAVD 88     -      1530.011  (meters)    5019.71   (feet)  POSTED    
 FR0261  ___________________________________________________________________
 FR0261  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 FR0261  DYNAMIC HT  -        1528.010 (meters)    5013.15  (feet)  COMP
 FR0261  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 FR0261
 FR0261  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0261
 FR0261.The horizontal coordinates were scaled from a topographic map and have
 FR0261.an estimated accuracy of +/- 6 seconds.
 FR0261
 FR0261.The orthometric height was determined by differential leveling
 FR0261.and adjusted in November 2005.
 FR0261.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0261.was located on a no-check spur therefore a value was not computed.
 FR0261.No vertical observational check was made to the station.
 FR0261
 FR0261.The geoid height was determined by GEOID03.
 FR0261
 FR0261.The dynamic height is computed by dividing the NAVD 88
 FR0261.geopotential number by the normal gravity value computed on the
 FR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0261.degrees latitude (g = 980.6199 gals.).
 FR0261
 FR0261.The modeled gravity was interpolated from observed gravity values.
 FR0261
 FR0261;                    North         East    Units  Estimated Accuracy
 FR0261;SPC AZ C     -   464,980.      123,380.      MT  (+/- 180 meters Scaled)
 FR0261
 FR0261                          SUPERSEDED SURVEY CONTROL
 FR0261
 FR0261  NGVD 29 (??/??/92) 1529.089  (m)         5016.69   (f) ADJ UNCH    2 0
 FR0261
 FR0261.Superseded values are not recommended for survey control.
 FR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0261.See file dsdata.txt to determine how the superseded data were derived.
 FR0261
 FR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD265956(NAD 83)
 FR0261_MARKER: DD = SURVEY DISK
 FR0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0261_STAMPING: X 103 1935
 FR0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0261+STABILITY: SURFACE MOTION
 FR0261
 FR0261  HISTORY     - Date     Condition        Report By
 FR0261  HISTORY     - 1935     MONUMENTED       USFS
 FR0261
 FR0261                          STATION DESCRIPTION
 FR0261
 FR0261'DESCRIBED BY US FOREST SERVICE 1935
 FR0261'0.9 MI E FROM SELIGMAN.
 FR0261'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0261'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT
 FR0261'10.6 MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.0
 FR0261'MILE WEST OF THE CROSSING OF A WASH, ABOUT 0.9 MILE WEST OF THE
 FR0261'INTERSECTION OF A ROAD LEADING TO OO RANCH, ABOUT 0.1 MILE WEST OF A
 FR0261'CATTLE GUARD, AT THE TOP OF A SMALL MESA, ABOUT 165 FEET NORTH OF THE
 FR0261'CENTER LINE OF A ROAD, 3 FEET SOUTH OF A WOODEN WITNESS POST, AND
 FR0261'ABOUT 3 FEET HIGHER THAN THE ROAD.  A UNITED STATES FOREST SERVICE
 FR0261'STANDARD DISK, STAMPED X 103 1935 AND SET IN THE TOP OF A CONCRETE
 FR0261'POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0464 ***********************************************************************
 DU0464  DESIGNATION -  X 107
 DU0464  PID         -  DU0464
 DU0464  STATE/COUNTY-  AZ/PINAL
 DU0464  USGS QUAD   -  SUPERIOR (1981)
 DU0464
 DU0464                         *CURRENT SURVEY CONTROL
 DU0464  ___________________________________________________________________
 DU0464* NAD 83(1986)-  33 18 35.     (N)    111 04 02.     (W)     SCALED    
 DU0464* NAVD 88     -      1178.05   (+/-2cm)    3865.0    (feet)  VERTCON   
 DU0464  ___________________________________________________________________
 DU0464  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DU0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0464
 DU0464.The horizontal coordinates were scaled from a topographic map and have
 DU0464.an estimated accuracy of +/- 6 seconds.
 DU0464
 DU0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0464.The vertical order pertains to the NGVD 29 superseded value.
 DU0464
 DU0464.The geoid height was determined by GEOID03.
 DU0464
 DU0464;                    North         East    Units  Estimated Accuracy
 DU0464;SPC AZ C     -   256,420.      292,460.      MT  (+/- 180 meters Scaled)
 DU0464
 DU0464                          SUPERSEDED SURVEY CONTROL
 DU0464
 DU0464  NGVD 29 (??/??/92) 1177.340  (m)         3862.66   (f) ADJ UNCH    2 0
 DU0464
 DU0464.Superseded values are not recommended for survey control.
 DU0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0464.See file dsdata.txt to determine how the superseded data were derived.
 DU0464
 DU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB937856(NAD 83)
 DU0464_MARKER: DB = BENCH MARK DISK
 DU0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0464_SP_SET: ABUTMENT
 DU0464_STAMPING: X 107 1935
 DU0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0464
 DU0464  HISTORY     - Date     Condition        Report By
 DU0464  HISTORY     - 1935     MONUMENTED       CGS
 DU0464  HISTORY     - 1967     MARK NOT FOUND   NGS
 DU0464  HISTORY     - 20061112 MARK NOT FOUND   GEOCAC
 DU0464
 DU0464                          STATION DESCRIPTION
 DU0464
 DU0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0464'4.0 MI NE FROM SUPERIOR.
 DU0464'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM SUPERIOR, 1.6 MILES
 DU0464'EAST OF A TUNNEL ON THE HIGHWAY, AT THE JUNCTION OF A PRIVATE ROAD
 DU0464'LEADING NORTH, AT A CONCRETE BRIDGE, IN THE TOP OF THE WING WALL OF
 DU0464'THE SOUTH ABUTMENT, AND AT THE END OF THE CURB.  A STANDARD DISK,
 DU0464'STAMPED X 107 1935.
 DU0464
 DU0464                          STATION RECOVERY (1967)
 DU0464
 DU0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0464'MARK NOT FOUND.
 DU0464
 DU0464                          STATION RECOVERY (2006)
 DU0464
 DU0464'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0464'MARK NOT RECOVERED. THE BRIDGE HAD BEEN REBUILT / IMPROVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0305 ***********************************************************************
 DU0305  DESIGNATION -  X 108
 DU0305  PID         -  DU0305
 DU0305  STATE/COUNTY-  AZ/GILA
 DU0305  USGS QUAD   -  DOURINE CANYON (1966)
 DU0305
 DU0305                         *CURRENT SURVEY CONTROL
 DU0305  ___________________________________________________________________
 DU0305* NAD 83(1986)-  33 28 21.     (N)    110 33 53.     (W)     SCALED    
 DU0305* NAVD 88     -       988.489  (meters)    3243.07   (feet)  ADJUSTED  
 DU0305  ___________________________________________________________________
 DU0305  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DU0305  DYNAMIC HT  -         987.160 (meters)    3238.71  (feet)  COMP
 DU0305  MODELED GRAV-     979,258.7   (mgal)                       NAVD 88
 DU0305
 DU0305  VERT ORDER  -  SECOND    CLASS 0
 DU0305
 DU0305.The horizontal coordinates were scaled from a topographic map and have
 DU0305.an estimated accuracy of +/- 6 seconds.
 DU0305
 DU0305.The orthometric height was determined by differential leveling
 DU0305.and adjusted in June 1991.
 DU0305
 DU0305.The geoid height was determined by GEOID03.
 DU0305
 DU0305.The dynamic height is computed by dividing the NAVD 88
 DU0305.geopotential number by the normal gravity value computed on the
 DU0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0305.degrees latitude (g = 980.6199 gals.).
 DU0305
 DU0305.The modeled gravity was interpolated from observed gravity values.
 DU0305
 DU0305;                    North         East    Units  Estimated Accuracy
 DU0305;SPC AZ E     -   274,220.      176,360.      MT  (+/- 180 meters Scaled)
 DU0305
 DU0305                          SUPERSEDED SURVEY CONTROL
 DU0305
 DU0305  NGVD 29 (??/??/92)  987.874  (m)         3241.05   (f) ADJ UNCH    2 0
 DU0305
 DU0305.Superseded values are not recommended for survey control.
 DU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0305.See file dsdata.txt to determine how the superseded data were derived.
 DU0305
 DU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC404037(NAD 83)
 DU0305_MARKER: DB = BENCH MARK DISK
 DU0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0305_STAMPING: X 108 1935
 DU0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0305+STABILITY: SURFACE MOTION
 DU0305
 DU0305  HISTORY     - Date     Condition        Report By
 DU0305  HISTORY     - 1935     MONUMENTED       CGS
 DU0305
 DU0305                          STATION DESCRIPTION
 DU0305
 DU0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0305'2.3 MI NW FROM SAN CARLOS.
 DU0305'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM SAN CARLOS, THENCE
 DU0305'ABOUT 10.7 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, 1.8 MILES
 DU0305'NORTHWEST OF THE CIRCLE SEVEN RANCH, AT THE WEST SIDE OF A WASH, AT
 DU0305'THE FOOT OF THE SIDE OF A CANYON, AT THE SOUTH SIDE OF A LONG RIDGE
 DU0305'PROJECTING FROM THE SIDE OF THE CANYON, AND ABOUT 175 FEET SOUTHWEST
 DU0305'OF THE CENTER OF THE CROSSING OF RIDGE AND ROAD.  SET IN THE TOP OF A
 DU0305'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0107 ***********************************************************************
 CH0107  DESIGNATION -  X 109
 CH0107  PID         -  CH0107
 CH0107  STATE/COUNTY-  AZ/PIMA
 CH0107  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0107
 CH0107                         *CURRENT SURVEY CONTROL
 CH0107  ___________________________________________________________________
 CH0107* NAD 83(1986)-  31 58 30.     (N)    113 00 09.     (W)     SCALED    
 CH0107* NAVD 88     -       371.39   (+/-2cm)    1218.5    (feet)  VERTCON   
 CH0107  ___________________________________________________________________
 CH0107  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 CH0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0107
 CH0107.The horizontal coordinates were scaled from a topographic map and have
 CH0107.an estimated accuracy of +/- 6 seconds.
 CH0107
 CH0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0107.The vertical order pertains to the NGVD 29 superseded value.
 CH0107
 CH0107.The geoid height was determined by GEOID03.
 CH0107
 CH0107;                    North         East    Units  Estimated Accuracy
 CH0107;SPC AZ C     -   108,610.      110,740.      MT  (+/- 180 meters Scaled)
 CH0107
 CH0107                          SUPERSEDED SURVEY CONTROL
 CH0107
 CH0107  NGVD 29 (??/??/92)  370.690  (m)         1216.17   (f) ADJ UNCH    2 0
 CH0107
 CH0107.Superseded values are not recommended for survey control.
 CH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0107.See file dsdata.txt to determine how the superseded data were derived.
 CH0107
 CH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA107394(NAD 83)
 CH0107_MARKER: DB = BENCH MARK DISK
 CH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0107_STAMPING: X 109 1935
 CH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0107+STABILITY: SURFACE MOTION
 CH0107
 CH0107  HISTORY     - Date     Condition        Report By
 CH0107  HISTORY     - 1935     MONUMENTED       CGS
 CH0107  HISTORY     - 1952     GOOD             NGS
 CH0107
 CH0107                          STATION DESCRIPTION
 CH0107
 CH0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CH0107'17.45 MI NW FROM LUKEVILLE.
 CH0107'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 CH0107'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 CH0107'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 CH0107'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 2 MILES
 CH0107'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, 17 FEET SOUTHEAST
 CH0107'OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF THE WITNESS POST,
 CH0107'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST
 CH0107'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0671 ***********************************************************************
 ET0671  DESIGNATION -  X 11
 ET0671  PID         -  ET0671
 ET0671  STATE/COUNTY-  AZ/MOHAVE
 ET0671  USGS QUAD   -  RAWHIDE WASH (1990)
 ET0671
 ET0671                         *CURRENT SURVEY CONTROL
 ET0671  ___________________________________________________________________
 ET0671* NAD 83(1986)-  34 17 11.     (N)    113 38 02.     (W)     SCALED    
 ET0671* NAVD 88     -       464.60   (+/-2cm)    1524.3    (feet)  VERTCON   
 ET0671  ___________________________________________________________________
 ET0671  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0671  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0671
 ET0671.The horizontal coordinates were scaled from a topographic map and have
 ET0671.an estimated accuracy of +/- 6 seconds.
 ET0671
 ET0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0671.The vertical order pertains to the NGVD 29 superseded value.
 ET0671
 ET0671.The geoid height was determined by GEOID03.
 ET0671
 ET0671;                    North         East    Units  Estimated Accuracy
 ET0671;SPC AZ W     -   364,440.      224,050.      MT  (+/- 180 meters Scaled)
 ET0671
 ET0671                          SUPERSEDED SURVEY CONTROL
 ET0671
 ET0671  NGVD 29 (??/??/92)  463.919  (m)         1522.04   (f) ADJ UNCH    1 2
 ET0671
 ET0671.Superseded values are not recommended for survey control.
 ET0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0671.See file dsdata.txt to determine how the superseded data were derived.
 ET0671
 ET0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC575970(NAD 83)
 ET0671_MARKER: DB = BENCH MARK DISK
 ET0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0671_STAMPING: 1522.041 X 11 1927
 ET0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0671+STABILITY: SURFACE MOTION
 ET0671
 ET0671  HISTORY     - Date     Condition        Report By
 ET0671  HISTORY     - 1927     MONUMENTED       CGS
 ET0671  HISTORY     - 1934     GOOD             NGS
 ET0671  HISTORY     - 19870504 GOOD             USGS
 ET0671
 ET0671                          STATION DESCRIPTION
 ET0671
 ET0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ET0671'58 MI SE FROM YUCCA.
 ET0671'58 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0671'POST OFFICE AT YUCCA, MOHAVE COUNTY, 3.6 MILES NORTHWEST OF ALAMO FORD
 ET0671'AT THE NORTHWEST BANK OF WILLIAMS RIVER, 1.8 MILES SOUTHEAST OF THE
 ET0671'OLD CACTUS QUEEN MINING CAMP, ON A SMALL KNOLL AT THE NORTHWEST BANK
 ET0671'OF A WASH, 100 FEET NORTHWEST OF A BLAZED DOUBLE GIANT CACTUS ON THE
 ET0671'SOUTH SIDE OF THE ROAD, 65 FEET NORTHWEST OF A DOUBLE GIANT CACTUS IN
 ET0671'THE WASH, AND 41 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD. A
 ET0671'STANDARD DISK, STAMPED 1522.041 X 11 1927 AND SET IN THE TOP OF A
 ET0671'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- 4/65 USGS
 ET0671'REPORT-58.45 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING.
 ET0671
 ET0671                          STATION RECOVERY (1987)
 ET0671
 ET0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0372 ***********************************************************************
 DA0372  DESIGNATION -  X 110
 DA0372  PID         -  DA0372
 DA0372  STATE/COUNTY-  AZ/PIMA
 DA0372  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0372
 DA0372                         *CURRENT SURVEY CONTROL
 DA0372  ___________________________________________________________________
 DA0372* NAD 83(1986)-  32 00 03.     (N)    112 46 32.     (W)     SCALED    
 DA0372* NAVD 88     -       562.97   (+/-2cm)    1847.0    (feet)  VERTCON   
 DA0372  ___________________________________________________________________
 DA0372  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DA0372  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0372
 DA0372.The horizontal coordinates were scaled from a topographic map and have
 DA0372.an estimated accuracy of +/- 6 seconds.
 DA0372
 DA0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0372.The vertical order pertains to the NGVD 29 superseded value.
 DA0372
 DA0372.The geoid height was determined by GEOID03.
 DA0372
 DA0372;                    North         East    Units  Estimated Accuracy
 DA0372;SPC AZ C     -   111,280.      132,210.      MT  (+/- 180 meters Scaled)
 DA0372
 DA0372                          SUPERSEDED SURVEY CONTROL
 DA0372
 DA0372  NGVD 29 (??/??/92)  562.216  (m)         1844.54   (f) ADJ UNCH    1 2
 DA0372
 DA0372.Superseded values are not recommended for survey control.
 DA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0372.See file dsdata.txt to determine how the superseded data were derived.
 DA0372
 DA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA322419(NAD 83)
 DA0372_MARKER: DB = BENCH MARK DISK
 DA0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0372_STAMPING: X 110 1935
 DA0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0372+STABILITY: SURFACE MOTION
 DA0372
 DA0372  HISTORY     - Date     Condition        Report By
 DA0372  HISTORY     - 1935     MONUMENTED       CGS
 DA0372  HISTORY     - 1953     GOOD             NGS
 DA0372
 DA0372                          STATION DESCRIPTION
 DA0372
 DA0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0372'9.55 MI N FROM LUKEVILLE.
 DA0372'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0372'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 4.35 MILES
 DA0372'NORTH ALONG THE OLD SONOYTA-AJO ROAD, 170 FEET NORTHWEST OF THE CENTER
 DA0372'OF THE CROSSING OF A WASH, 398 FEET WEST OF THE CENTER LINE OF THE
 DA0372'ROAD, 1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DA0372'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DA0372'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0614 ***********************************************************************
 ES0614  DESIGNATION -  X 111
 ES0614  PID         -  ES0614
 ES0614  STATE/COUNTY-  AZ/YAVAPAI
 ES0614  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0614
 ES0614                         *CURRENT SURVEY CONTROL
 ES0614  ___________________________________________________________________
 ES0614* NAD 83(1986)-  34 35 20.     (N)    111 58 24.     (W)     SCALED    
 ES0614* NAVD 88     -      1195.12   (+/-2cm)    3921.0    (feet)  VERTCON   
 ES0614  ___________________________________________________________________
 ES0614  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0614
 ES0614.The horizontal coordinates were scaled from a topographic map and have
 ES0614.an estimated accuracy of +/- 6 seconds.
 ES0614
 ES0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0614.The vertical order pertains to the NGVD 29 superseded value.
 ES0614
 ES0614.The geoid height was determined by GEOID03.
 ES0614
 ES0614;                    North         East    Units  Estimated Accuracy
 ES0614;SPC AZ C     -   397,970.      208,160.      MT  (+/- 180 meters Scaled)
 ES0614
 ES0614                          SUPERSEDED SURVEY CONTROL
 ES0614
 ES0614  NGVD 29 (??/??/92) 1194.330  (m)         3918.40   (f) ADJ UNCH    2 0
 ES0614
 ES0614.Superseded values are not recommended for survey control.
 ES0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0614.See file dsdata.txt to determine how the superseded data were derived.
 ES0614
 ES0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD107278(NAD 83)
 ES0614_MARKER: DB = BENCH MARK DISK
 ES0614_SETTING: 66 = SET IN ROCK OUTCROP
 ES0614_SP_SET: RIDGE
 ES0614_STAMPING: X 111 1935
 ES0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0614+STABILITY: POSITION/ELEVATION WELL
 ES0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0614+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0614
 ES0614  HISTORY     - Date     Condition        Report By
 ES0614  HISTORY     - 1935     MONUMENTED       CGS
 ES0614  HISTORY     - 20090220 GOOD             GEOCAC
 ES0614
 ES0614                          STATION DESCRIPTION
 ES0614
 ES0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0614'6.9 MI E FROM CHERRY.
 ES0614'ON A RIDGE RUNNING S.E. FROM A U TURN, AND 55 FT. S.E. OF THE CENTER
 ES0614'LINE OF THE ROAD.
 ES0614
 ES0614                          STATION RECOVERY (2009)
 ES0614
 ES0614'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0614'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0614'THE DESCRIPTION - THE ROAD IS CHERRY ROAD AND THE MARK IS SET IN THE
 ES0614'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1.0 FEET ABOVE THE
 ES0614'GROUND. HANDHELD COORDINATES
 ES0614'34 35 20.9 (N)   111 58 24.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0791 ***********************************************************************
 CG0791  DESIGNATION -  X 112
 CG0791  PID         -  CG0791
 CG0791  STATE/COUNTY-  AZ/PIMA
 CG0791  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0791
 CG0791                         *CURRENT SURVEY CONTROL
 CG0791  ___________________________________________________________________
 CG0791* NAD 83(1986)-  31 48 49.     (N)    111 34 07.     (W)     SCALED    
 CG0791* NAVD 88     -      1246.29   (+/-2cm)    4088.9    (feet)  VERTCON   
 CG0791  ___________________________________________________________________
 CG0791  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CG0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0791
 CG0791.The horizontal coordinates were scaled from a topographic map and have
 CG0791.an estimated accuracy of +/- 6 seconds.
 CG0791
 CG0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0791.The vertical order pertains to the NGVD 29 superseded value.
 CG0791
 CG0791.The geoid height was determined by GEOID03.
 CG0791
 CG0791;                    North         East    Units  Estimated Accuracy
 CG0791;SPC AZ C     -    90,250.      246,310.      MT  (+/- 180 meters Scaled)
 CG0791
 CG0791                          SUPERSEDED SURVEY CONTROL
 CG0791
 CG0791  NGVD 29 (??/??/92) 1245.455  (m)         4086.13   (f) ADJ UNCH    2 0
 CG0791
 CG0791.Superseded values are not recommended for survey control.
 CG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0791.See file dsdata.txt to determine how the superseded data were derived.
 CG0791
 CG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA461199(NAD 83)
 CG0791_MARKER: DB = BENCH MARK DISK
 CG0791_SETTING: 66 = SET IN ROCK OUTCROP
 CG0791_SP_SET: ROCK OUTCROP
 CG0791_STAMPING: X 112 1935
 CG0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0791+STABILITY: POSITION/ELEVATION WELL
 CG0791
 CG0791  HISTORY     - Date     Condition        Report By
 CG0791  HISTORY     - 1935     MONUMENTED       CGS
 CG0791  HISTORY     - 1952     GOOD             NGS
 CG0791  HISTORY     - 1977     GOOD             USGS
 CG0791
 CG0791                          STATION DESCRIPTION
 CG0791
 CG0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0791'29.85 MI SW FROM THREE POINTS.
 CG0791'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL HOUSE AT THREE
 CG0791'POINTS, THENCE 20.4 MILES SOUTH ALONG SASABE ROAD, THENCE 7.75 MILES
 CG0791'WEST ALONG ELKHORN RANCH ROAD, THENCE 1.5 MILES WEST ALONG THE FRESNAL
 CG0791'TRAIL, AT A POINT WHERE THE TRAIL CROSSES A CREEK, AND SET IN THE TOP
 CG0791'OF A PROMINENT OUTCROP AT THE EAST EDGE OF THE CREEK, ABOUT 1 MILE
 CG0791'EAST OF THE TOP OF THE RIDGE, AND ABOUT 0.2 MILE WEST OF A LARGE
 CG0791'CANYON LEADING SOUTH OFF MAIN FRESNAL CANYON, 15 FEET EAST OF THE
 CG0791'CENTER OF THE CREEK, 9 FEET SOUTH OF THE CENTER OF THE TRAIL, AND
 CG0791'ABOUT 3 FEET HIGHER THAN THE TRAIL, AND MARKED WITH SMALL CAIRN.
 CG0791
 CG0791                          STATION RECOVERY (1977)
 CG0791
 CG0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0791'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0815 ***********************************************************************
 CG0815  DESIGNATION -  X 113
 CG0815  PID         -  CG0815
 CG0815  STATE/COUNTY-  AZ/PIMA
 CG0815  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0815
 CG0815                         *CURRENT SURVEY CONTROL
 CG0815  ___________________________________________________________________
 CG0815* NAD 83(1986)-  31 30 55.     (N)    111 32 35.     (W)     SCALED    
 CG0815* NAVD 88     -      1086.20   (+/-2cm)    3563.6    (feet)  VERTCON   
 CG0815  ___________________________________________________________________
 CG0815  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0815
 CG0815.The horizontal coordinates were scaled from a topographic map and have
 CG0815.an estimated accuracy of +/- 6 seconds.
 CG0815
 CG0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0815.The vertical order pertains to the NGVD 29 superseded value.
 CG0815
 CG0815.The geoid height was determined by GEOID03.
 CG0815
 CG0815;                    North         East    Units  Estimated Accuracy
 CG0815;SPC AZ C     -    57,190.      248,850.      MT  (+/- 180 meters Scaled)
 CG0815
 CG0815                          SUPERSEDED SURVEY CONTROL
 CG0815
 CG0815  NGVD 29 (??/??/92) 1085.396  (m)         3561.00   (f) ADJ UNCH    2 0
 CG0815
 CG0815.Superseded values are not recommended for survey control.
 CG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0815.See file dsdata.txt to determine how the superseded data were derived.
 CG0815
 CG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV484868(NAD 83)
 CG0815_MARKER: DB = BENCH MARK DISK
 CG0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0815_STAMPING: X 113 1935
 CG0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0815+STABILITY: SURFACE MOTION
 CG0815
 CG0815  HISTORY     - Date     Condition        Report By
 CG0815  HISTORY     - 1935     MONUMENTED       CGS
 CG0815  HISTORY     - 1951     GOOD             NGS
 CG0815  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0815
 CG0815                          STATION DESCRIPTION
 CG0815
 CG0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0815'1.95 MI N FROM SASABE.
 CG0815'1.95 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0815'HOUSE AT SASABE, 0.2 MILE SOUTH OF A CATTLE GUARD, AND ABOUT 280 FEET
 CG0815'SOUTHEAST OF A POWER LINE POLE, 146 FEET SOUTHEAST OF THE CENTER OF
 CG0815'THE ROAD AND A WASH CROSSING THE ROAD, 58 FEET EAST OF THE CENTER LINE
 CG0815'OF THE ROAD, 2.3 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT
 CG0815'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CG0815'0.3 FOOT ABOVE THE GROUND.
 CG0815
 CG0815                          STATION RECOVERY (2001)
 CG0815
 CG0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0815'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0503 ***********************************************************************
 CG0503  DESIGNATION -  X 114
 CG0503  PID         -  CG0503
 CG0503  STATE/COUNTY-  AZ/PIMA
 CG0503  USGS QUAD   -  SAHUARITA (1981)
 CG0503
 CG0503                         *CURRENT SURVEY CONTROL
 CG0503  ___________________________________________________________________
 CG0503* NAD 83(1986)-  31 56 08.     (N)    110 59 53.     (W)     SCALED    
 CG0503* NAVD 88     -       893.94   (+/-2cm)    2932.9    (feet)  VERTCON   
 CG0503  ___________________________________________________________________
 CG0503  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CG0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0503
 CG0503.The horizontal coordinates were scaled from a topographic map and have
 CG0503.an estimated accuracy of +/- 6 seconds.
 CG0503
 CG0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0503.The vertical order pertains to the NGVD 29 superseded value.
 CG0503
 CG0503.The geoid height was determined by GEOID03.
 CG0503
 CG0503;                    North         East    Units  Estimated Accuracy
 CG0503;SPC AZ C     -   104,090.      300,220.      MT  (+/- 180 meters Scaled)
 CG0503
 CG0503                          SUPERSEDED SURVEY CONTROL
 CG0503
 CG0503  NGVD 29 (??/??/92)  893.260  (m)         2930.64   (f) ADJ UNCH    2 0
 CG0503
 CG0503.Superseded values are not recommended for survey control.
 CG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0503.See file dsdata.txt to determine how the superseded data were derived.
 CG0503
 CG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA001332(NAD 83)
 CG0503_MARKER: DB = BENCH MARK DISK
 CG0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0503_STAMPING: X 114 1935
 CG0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0503+STABILITY: SURFACE MOTION
 CG0503
 CG0503  HISTORY     - Date     Condition        Report By
 CG0503  HISTORY     - 1935     MONUMENTED       CGS
 CG0503  HISTORY     - 1980     MARK NOT FOUND   USGS
 CG0503
 CG0503                          STATION DESCRIPTION
 CG0503
 CG0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0503'2.1 MI N FROM TWIN BUTTES.
 CG0503'2.1 MILES NORTH ALONG THE SAN XAVIER ROAD FROM TWIN BUTTES, PIMA
 CG0503'COUNTY, THENCE 4.0 MILES EAST ALONG THE SAHUARITA ROAD.  3.5 MILES
 CG0503'SOUTHWEST OF SAHUARITA, 250 FEET EAST OF THE CROSSING OF THE SOUTHERN
 CG0503'PACIFIC CO. RAILROAD, AND 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 CG0503'A STANDARD DISK, STAMPED X 114 1935 AND SET IN THE TOP OF A CONCRETE
 CG0503'POST.
 CG0503
 CG0503                          STATION RECOVERY (1980)
 CG0503
 CG0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CG0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0468 ***********************************************************************
 CG0468  DESIGNATION -  X 115
 CG0468  PID         -  CG0468
 CG0468  STATE/COUNTY-  AZ/PIMA
 CG0468  USGS QUAD   -  SAUCITO MTN (1981)
 CG0468
 CG0468                         *CURRENT SURVEY CONTROL
 CG0468  ___________________________________________________________________
 CG0468* NAD 83(1986)-  31 43 19.     (N)    111 09 15.     (W)     SCALED    
 CG0468* NAVD 88     -      1017.92   (+/-2cm)    3339.6    (feet)  VERTCON   
 CG0468  ___________________________________________________________________
 CG0468  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CG0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0468
 CG0468.The horizontal coordinates were scaled from a topographic map and have
 CG0468.an estimated accuracy of +/- 6 seconds.
 CG0468
 CG0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0468.The vertical order pertains to the NGVD 29 superseded value.
 CG0468
 CG0468.The geoid height was determined by GEOID03.
 CG0468
 CG0468;                    North         East    Units  Estimated Accuracy
 CG0468;SPC AZ C     -    80,290.      285,620.      MT  (+/- 180 meters Scaled)
 CG0468
 CG0468                          SUPERSEDED SURVEY CONTROL
 CG0468
 CG0468  NGVD 29 (??/??/92) 1017.116  (m)         3336.99   (f) ADJ UNCH    2 0
 CG0468
 CG0468.Superseded values are not recommended for survey control.
 CG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0468.See file dsdata.txt to determine how the superseded data were derived.
 CG0468
 CG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA853096(NAD 83)
 CG0468_MARKER: DB = BENCH MARK DISK
 CG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0468_STAMPING: X 115 1935
 CG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0468+STABILITY: SURFACE MOTION
 CG0468
 CG0468  HISTORY     - Date     Condition        Report By
 CG0468  HISTORY     - 1935     MONUMENTED       CGS
 CG0468  HISTORY     - 1952     GOOD             NGS
 CG0468
 CG0468                          STATION DESCRIPTION
 CG0468
 CG0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0468'5.8 MI W FROM ARIVACA JUNCTION.
 CG0468'5.5 MILES WEST ALONG THE ARIVACA ROAD FROM THE ARIVACA JUNCTION,
 CG0468'THENCE 0.3 MILE NORTHWEST ALONG THE BATAMONTE RANCH ROAD, 48 1/2 FEET
 CG0468'NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 15 1/2 FEET SOUTHWEST
 CG0468'OF THE APPROXIMATE CENTER OF A SMALL DRAINAGE DITCH, ABOUT LEVEL WITH
 CG0468'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CG0468'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0553 ***********************************************************************
 FS0553  DESIGNATION -  X 116
 FS0553  PID         -  FS0553
 FS0553  STATE/COUNTY-  AZ/MOHAVE
 FS0553  USGS QUAD   -  CERBAT (1968)
 FS0553
 FS0553                         *CURRENT SURVEY CONTROL
 FS0553  ___________________________________________________________________
 FS0553* NAD 83(1986)-  35 17 27.     (N)    114 09 56.     (W)     SCALED    
 FS0553* NAVD 88     -      1050.893  (meters)    3447.80   (feet)  ADJUSTED  
 FS0553  ___________________________________________________________________
 FS0553  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS0553  DYNAMIC HT  -        1049.663 (meters)    3443.77  (feet)  COMP
 FS0553  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 FS0553  OBS GRAVITY -     979,427.4   (mgal)                       GRAV_OBS
 FS0553
 FS0553  VERT ORDER  -  FIRST     CLASS II
 FS0553
 FS0553.The horizontal coordinates were scaled from a topographic map and have
 FS0553.an estimated accuracy of +/- 6 seconds.
 FS0553
 FS0553.The orthometric height was determined by differential leveling
 FS0553.and adjusted in June 1991.
 FS0553
 FS0553.The geoid height was determined by GEOID03.
 FS0553
 FS0553.The dynamic height is computed by dividing the NAVD 88
 FS0553.geopotential number by the normal gravity value computed on the
 FS0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0553.degrees latitude (g = 980.6199 gals.).
 FS0553
 FS0553.The modeled gravity was interpolated from observed gravity values.
 FS0553.The observed gravity was obtained from relative gravimeter ties
 FS0553.to the IGSN71 gravity network.
 FS0553
 FS0553;                    North         East    Units  Estimated Accuracy
 FS0553;SPC AZ W     -   475,930.      175,560.      MT  (+/- 180 meters Scaled)
 FS0553
 FS0553                          SUPERSEDED SURVEY CONTROL
 FS0553
 FS0553  NGVD 29 (??/??/92) 1050.090  (m)         3445.17   (f) ADJ UNCH    1 2
 FS0553
 FS0553.Superseded values are not recommended for survey control.
 FS0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0553.See file dsdata.txt to determine how the superseded data were derived.
 FS0553
 FS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV577089(NAD 83)
 FS0553_MARKER: DB = BENCH MARK DISK
 FS0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0553_STAMPING: X 116 1935
 FS0553_MARK LOGO: CGS   
 FS0553_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0553+STABILITY: SURFACE MOTION
 FS0553
 FS0553  HISTORY     - Date     Condition        Report By
 FS0553  HISTORY     - 1935     MONUMENTED       CGS
 FS0553  HISTORY     - 1940     GOOD             NGS
 FS0553  HISTORY     - 1955     GOOD             NGS
 FS0553  HISTORY     - 1982     GOOD             NGS
 FS0553
 FS0553                          STATION DESCRIPTION
 FS0553
 FS0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0553'9 MI SE FROM CHLORIDE.
 FS0553'9.0 MILES SOUTHEAST ALONG THE OLD KINGMAN ROAD FROM CHLORIDE,
 FS0553'11.2 MILES NORTHWEST OF KINGMAN, 1.0 MILE NORTHEAST OF THE
 FS0553'INTERSECTION OF U.S. HIGHWAY 93 AND THE OBRIEN MINE ROAD,
 FS0553'0.2 MILE NORTH OF THE POINT WHERE THE OBRIEN MINE ROAD CROSSES
 FS0553'THE OLD ROAD, 200 FEET SOUTH OF A WASH AND A DIP IN THE ROAD, 60
 FS0553'FEET NORTHWEST OF A LARGE BOULDER, 60 FEET WEST OF THE CENTERLINE
 FS0553'OF THE OLD ROAD, AND 2.4 FEET WEST OF A WHITE WOODEN WITNESS POST.
 FS0553'A STANDARD DISK, STAMPED X 116 1935 AND SET IN THE TOP OF A
 FS0553'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0553
 FS0553                          STATION RECOVERY (1955)
 FS0553
 FS0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0553'RECOVERED IN GOOD CONDITION.
 FS0553
 FS0553                          STATION RECOVERY (1982)
 FS0553
 FS0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0553'14.5 KM (9.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0553'IN CHLORIDE, 1.6 KM (1.0 MI) NORTHEAST OF THE INTERSECTION OF US
 FS0553'HIGHWAY 93 AND THE OBRIEN MINE ROAD, 0.3 KM (0.2 MI) NORTH OF A POINT
 FS0553'WHERE THE OBRIEN MINE ROAD CROSSES THE OLD HIGHWAY, 60.9 METERS (200
 FS0553'FT) SOUTH OF A DIP IN THE OLD HIGHWAY, 18.3 METERS (60 FT) NORTHEAST
 FS0553'OF A LARGE BOULDER, 18.3 METERS (60 FT) WEST OF THE CENTERLINE OF THE
 FS0553'OLD HIGHWAY.
 FS0553'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0828 ***********************************************************************
 CG0828  DESIGNATION -  X 118
 CG0828  PID         -  CG0828
 CG0828  STATE/COUNTY-  AZ/PIMA
 CG0828  USGS QUAD   -  TOPAWA (1979)
 CG0828
 CG0828                         *CURRENT SURVEY CONTROL
 CG0828  ___________________________________________________________________
 CG0828* NAD 83(1986)-  31 48 17.     (N)    111 45 36.     (W)     SCALED    
 CG0828* NAVD 88     -       818.32   (+/-2cm)    2684.8    (feet)  VERTCON   
 CG0828  ___________________________________________________________________
 CG0828  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 CG0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0828
 CG0828.The horizontal coordinates were scaled from a topographic map and have
 CG0828.an estimated accuracy of +/- 6 seconds.
 CG0828
 CG0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0828.The vertical order pertains to the NGVD 29 superseded value.
 CG0828
 CG0828.The geoid height was determined by GEOID03.
 CG0828
 CG0828;                    North         East    Units  Estimated Accuracy
 CG0828;SPC AZ C     -    89,230.      228,190.      MT  (+/- 180 meters Scaled)
 CG0828
 CG0828                          SUPERSEDED SURVEY CONTROL
 CG0828
 CG0828  NGVD 29 (??/??/92)  817.587  (m)         2682.37   (f) ADJ UNCH    2 0
 CG0828
 CG0828.Superseded values are not recommended for survey control.
 CG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0828.See file dsdata.txt to determine how the superseded data were derived.
 CG0828
 CG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA280190(NAD 83)
 CG0828_MARKER: DB = BENCH MARK DISK
 CG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0828_STAMPING: X 118 1952
 CG0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0828+STABILITY: SURFACE MOTION
 CG0828
 CG0828  HISTORY     - Date     Condition        Report By
 CG0828  HISTORY     - 1952     MONUMENTED       CGS
 CG0828
 CG0828                          STATION DESCRIPTION
 CG0828
 CG0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0828'4.0 MI E FROM TOPAWA.
 CG0828'4.0 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0828'TOPAWA, 0.7 MILE WEST OF A T JUNCTION OF A ROAD LEADING SOUTH, 0.55
 CG0828'MILE EAST OF A Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, 0.15 MILE
 CG0828'WEST OF A Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST, IN LINE WITH A
 CG0828'ROW OF TELEPHONE POLES, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CG0828'40.6 FEET EAST OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A WITNESS POST,
 CG0828'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0828'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0559 ***********************************************************************
 FS0559  DESIGNATION -  X 119
 FS0559  PID         -  FS0559
 FS0559  STATE/COUNTY-  AZ/MOHAVE
 FS0559  USGS QUAD   -  KINGMAN NW (1983)
 FS0559
 FS0559                         *CURRENT SURVEY CONTROL
 FS0559  ___________________________________________________________________
 FS0559* NAD 83(1986)-  35 13 12.     (N)    114 07 55.     (W)     SCALED    
 FS0559* NAVD 88     -      1001.185  (meters)    3284.72   (feet)  POSTED    
 FS0559  ___________________________________________________________________
 FS0559  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FS0559  DYNAMIC HT  -        1000.020 (meters)    3280.90  (feet)  COMP
 FS0559  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 FS0559
 FS0559  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0559
 FS0559.The horizontal coordinates were scaled from a topographic map and have
 FS0559.an estimated accuracy of +/- 6 seconds.
 FS0559
 FS0559.The orthometric height was determined by differential leveling
 FS0559.and adjusted by the  in 1992.
 FS0559.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0559.rate of 2.1 thru 3.0 mm/km.
 FS0559
 FS0559.The geoid height was determined by GEOID03.
 FS0559
 FS0559.The dynamic height is computed by dividing the NAVD 88
 FS0559.geopotential number by the normal gravity value computed on the
 FS0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0559.degrees latitude (g = 980.6199 gals.).
 FS0559
 FS0559.The modeled gravity was interpolated from observed gravity values.
 FS0559
 FS0559;                    North         East    Units  Estimated Accuracy
 FS0559;SPC AZ W     -   468,060.      178,590.      MT  (+/- 180 meters Scaled)
 FS0559
 FS0559                          SUPERSEDED SURVEY CONTROL
 FS0559
 FS0559  NGVD 29 (??/??/92) 1000.397  (m)         3282.14   (f) ADJ UNCH    1 2
 FS0559
 FS0559.Superseded values are not recommended for survey control.
 FS0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0559.See file dsdata.txt to determine how the superseded data were derived.
 FS0559
 FS0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV610012(NAD 83)
 FS0559_MARKER: DB = BENCH MARK DISK
 FS0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0559_STAMPING: X 119 1935
 FS0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0559+STABILITY: SURFACE MOTION
 FS0559
 FS0559  HISTORY     - Date     Condition        Report By
 FS0559  HISTORY     - 1935     MONUMENTED       CGS
 FS0559  HISTORY     - 1940     GOOD             NGS
 FS0559  HISTORY     - 1966     MARK NOT FOUND   USGS
 FS0559  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0559
 FS0559                          STATION DESCRIPTION
 FS0559
 FS0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0559'5 MI NW FROM KINGMAN.
 FS0559'5.0 MILES NORTHWEST LONG THE OLD CHLORIDE ROAD FROM THE
 FS0559'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN, 0.7
 FS0559'MILE WEST OF THE POINT WHERE U.S. HIGHWAY 93 CROSSES THE OLD
 FS0559'ROAD, 0.7 MILE EAST OF THE JUNCTION OF A ROAD LEADING WEST TO
 FS0559'KATHERINE, ABOUT 300 FEET WEST OF A CURVE, 47 FEET SOUTH OF
 FS0559'THE CENTERLINE OF THE OLD ROAD, 35 FEET SOUTH OF A ROCK CAIRN,
 FS0559'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FS0559'DISK, STAMPED X 119 1935 AND SET IN THE TOP OF A CONCRETE POST
 FS0559'PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0559
 FS0559                          STATION RECOVERY (1966)
 FS0559
 FS0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FS0559'MARK NOT FOUND.
 FS0559
 FS0559                          STATION RECOVERY (1982)
 FS0559
 FS0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0559'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0972 ***********************************************************************
 DV0972  DESIGNATION -  X 12
 DV0972  PID         -  DV0972
 DV0972  STATE/COUNTY-  AZ/LA PAZ
 DV0972  USGS QUAD   -  WELDON HILL (1990)
 DV0972
 DV0972                         *CURRENT SURVEY CONTROL
 DV0972  ___________________________________________________________________
 DV0972* NAD 83(1986)-  33 38 26.     (N)    113 21 45.     (W)     SCALED    
 DV0972* NAVD 88     -       456.248  (meters)    1496.87   (feet)  ADJUSTED  
 DV0972  ___________________________________________________________________
 DV0972  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0972  DYNAMIC HT  -         455.711 (meters)    1495.11  (feet)  COMP
 DV0972  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 DV0972
 DV0972  VERT ORDER  -  FIRST     CLASS II
 DV0972
 DV0972.The horizontal coordinates were scaled from a topographic map and have
 DV0972.an estimated accuracy of +/- 6 seconds.
 DV0972
 DV0972.The orthometric height was determined by differential leveling
 DV0972.and adjusted in June 1991.
 DV0972
 DV0972.The geoid height was determined by GEOID03.
 DV0972
 DV0972.The dynamic height is computed by dividing the NAVD 88
 DV0972.geopotential number by the normal gravity value computed on the
 DV0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0972.degrees latitude (g = 980.6199 gals.).
 DV0972
 DV0972.The modeled gravity was interpolated from observed gravity values.
 DV0972
 DV0972;                    North         East    Units  Estimated Accuracy
 DV0972;SPC AZ W     -   292,870.      249,310.      MT  (+/- 180 meters Scaled)
 DV0972
 DV0972                          SUPERSEDED SURVEY CONTROL
 DV0972
 DV0972  NGVD 29 (??/??/92)  455.569  (m)         1494.65   (f) ADJ UNCH    1 2
 DV0972
 DV0972.Superseded values are not recommended for survey control.
 DV0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0972.See file dsdata.txt to determine how the superseded data were derived.
 DV0972
 DV0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC808248(NAD 83)
 DV0972_MARKER: DB = BENCH MARK DISK
 DV0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0972_STAMPING: 1494.646 X 12 1927
 DV0972_MARK LOGO: CGS   
 DV0972_PROJECTION: PROJECTING 12 CENTIMETERS
 DV0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0972+STABILITY: SURFACE MOTION
 DV0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0972+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 DV0972
 DV0972  HISTORY     - Date     Condition        Report By
 DV0972  HISTORY     - 1927     MONUMENTED       CGS
 DV0972  HISTORY     - 1962     GOOD             NGS
 DV0972  HISTORY     - 1981     GOOD             NGS
 DV0972  HISTORY     - 20060519 GOOD             GEOCAC
 DV0972
 DV0972                          STATION DESCRIPTION
 DV0972
 DV0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV0972'17.9 MI SE FROM SALOME.
 DV0972'17.9 MILES SOUTHEAST ALONG THE HASSYAMPA ROAD FROM THE JUNCTION OF
 DV0972'U.S. HIGHWAY 60 AT SALOME, 0.5 MILE NORTHWEST OF THE JUNCTION OF A
 DV0972'ROAD LEADING SOUTH, IN A SMALL BARE SPOT, IN LINE WITH A SADDLE NEAR
 DV0972'THE SOUTHWEST END OF A LOW RIDGE AND THE HIGHEST PART OF A HIGH PEAK
 DV0972'OF THE HARQUAHALA MOUNTAIN RANGE ABOUT 7 MILES TO THE NORTH, AND 50
 DV0972'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, A STANDARD DISK STAMPED
 DV0972'1494.646 X 12 1927, AND SET IN TOP OF A CONCRETE POST PROJECTING 5
 DV0972'INCHES.
 DV0972
 DV0972                          STATION RECOVERY (1981)
 DV0972
 DV0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0972'29.0 KM (18.0 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF
 DV0972'US HIGHWAY 60 AT SALOME, AT THE SOUTHEAST END OF A SLIGHT S CURVE IN
 DV0972'THE ROAD, 1.1 KM (0.7 MI) NORTHWEST OF BENCH MARK T 413, 0.55 KM
 DV0972'(0.35 MI) SOUTHEAST OF BELL TELEPHONE SUB-STATION 10.5, 15.9 METERS
 DV0972'(52 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 DV0972'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DV0972'THE MARK IS 0.6 M ABOVE THE ROAD.
 DV0972
 DV0972                          STATION RECOVERY (2006)
 DV0972
 DV0972'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV0972'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH HANDHELD COORDINATES OF
 DV0972' 
 DV0972'33 38 25.68 (N)   113 21 44.82 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0342 ***********************************************************************
 FS0342  DESIGNATION -  X 121
 FS0342  PID         -  FS0342
 FS0342  STATE/COUNTY-  AZ/MOHAVE
 FS0342  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0342
 FS0342                         *CURRENT SURVEY CONTROL
 FS0342  ___________________________________________________________________
 FS0342* NAD 83(1986)-  35 31 48.     (N)    114 21 15.     (W)     SCALED    
 FS0342* NAVD 88     -       904.803  (meters)    2968.51   (feet)  ADJUSTED  
 FS0342  ___________________________________________________________________
 FS0342  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0342  DYNAMIC HT  -         903.767 (meters)    2965.11  (feet)  COMP
 FS0342  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 FS0342
 FS0342  VERT ORDER  -  FIRST     CLASS I
 FS0342
 FS0342.The horizontal coordinates were scaled from a topographic map and have
 FS0342.an estimated accuracy of +/- 6 seconds.
 FS0342
 FS0342.The orthometric height was determined by differential leveling
 FS0342.and adjusted in June 1991.
 FS0342
 FS0342.The geoid height was determined by GEOID03.
 FS0342
 FS0342.The dynamic height is computed by dividing the NAVD 88
 FS0342.geopotential number by the normal gravity value computed on the
 FS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0342.degrees latitude (g = 980.6199 gals.).
 FS0342
 FS0342.The modeled gravity was interpolated from observed gravity values.
 FS0342
 FS0342;                    North         East    Units  Estimated Accuracy
 FS0342;SPC AZ W     -   502,550.      158,570.      MT  (+/- 180 meters Scaled)
 FS0342
 FS0342                          SUPERSEDED SURVEY CONTROL
 FS0342
 FS0342  NGVD 29 (??/??/92)  904.031  (m)         2965.97   (f) ADJ UNCH    1 1
 FS0342
 FS0342.Superseded values are not recommended for survey control.
 FS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0342.See file dsdata.txt to determine how the superseded data were derived.
 FS0342
 FS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV398350(NAD 83)
 FS0342_MARKER: DB = BENCH MARK DISK
 FS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0342_STAMPING: X 121 1935
 FS0342_MARK LOGO: CGS   
 FS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0342+STABILITY: SURFACE MOTION
 FS0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0342+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 FS0342
 FS0342  HISTORY     - Date     Condition        Report By
 FS0342  HISTORY     - 1935     MONUMENTED       CGS
 FS0342  HISTORY     - 1949     GOOD             NGS
 FS0342  HISTORY     - 1982     GOOD             NGS
 FS0342  HISTORY     - 20051017 GOOD             NGS
 FS0342
 FS0342                          STATION DESCRIPTION
 FS0342
 FS0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0342'10.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0342'10.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0342'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 80.2 FEET SOUTH OF
 FS0342'B.M. 688+82 (AHD), 57.9 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0342'HIGHWAY, 8.2 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A
 FS0342'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 FS0342'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0342
 FS0342                          STATION RECOVERY (1982)
 FS0342
 FS0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0342'RECOVERED IN GOOD CONDITION. ADD--0.1 MILE SOUTHEAST OF MILEPOST 42.
 FS0342
 FS0342                          STATION RECOVERY (2005)
 FS0342
 FS0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 FS0342'ORIGINAL HWY LANES ARE NOW SOUTH-BOUND LANES OF 4-LANED US 93.  BM
 FS0342'688+82 HAS BEEN REMOVED.  MARK IS ABOUT 70 FEET SE OF ADOT MARK
 FS0342'STAMPED '2967.47 1992'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0716 ***********************************************************************
 CG0716  DESIGNATION -  X 122
 CG0716  PID         -  CG0716
 CG0716  STATE/COUNTY-  AZ/PIMA
 CG0716  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0716
 CG0716                         *CURRENT SURVEY CONTROL
 CG0716  ___________________________________________________________________
 CG0716* NAD 83(1986)-  31 34 27.     (N)    111 35 36.     (W)     SCALED    
 CG0716* NAVD 88     -      1169.37   (+/-2cm)    3836.5    (feet)  VERTCON   
 CG0716  ___________________________________________________________________
 CG0716  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0716
 CG0716.The horizontal coordinates were scaled from a topographic map and have
 CG0716.an estimated accuracy of +/- 6 seconds.
 CG0716
 CG0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0716.The vertical order pertains to the NGVD 29 superseded value.
 CG0716
 CG0716.The geoid height was determined by GEOID03.
 CG0716
 CG0716;                    North         East    Units  Estimated Accuracy
 CG0716;SPC AZ C     -    63,700.      244,050.      MT  (+/- 180 meters Scaled)
 CG0716
 CG0716                          SUPERSEDED SURVEY CONTROL
 CG0716
 CG0716  NGVD 29 (??/??/92) 1168.568  (m)         3833.88   (f) ADJ UNCH    2 0
 CG0716
 CG0716.Superseded values are not recommended for survey control.
 CG0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0716.See file dsdata.txt to determine how the superseded data were derived.
 CG0716
 CG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV436933(NAD 83)
 CG0716_MARKER: DB = BENCH MARK DISK
 CG0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0716_STAMPING: X 122 1935
 CG0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0716+STABILITY: SURFACE MOTION
 CG0716
 CG0716  HISTORY     - Date     Condition        Report By
 CG0716  HISTORY     - 1935     MONUMENTED       CGS
 CG0716  HISTORY     - 1951     GOOD             NGS
 CG0716
 CG0716                          STATION DESCRIPTION
 CG0716
 CG0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0716'8.9 MI NW FROM SASABE.
 CG0716'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0716'SASABE, THENCE 4.1 MILES WEST ALONG A DIRT ROAD, 54 FEET NORTHWEST OF
 CG0716'THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF THE WITNESS POST,
 CG0716'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0716'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0892 ***********************************************************************
 FS0892  DESIGNATION -  X 124
 FS0892  PID         -  FS0892
 FS0892  STATE/COUNTY-  AZ/MOHAVE
 FS0892  USGS QUAD   -  RATTLESNAKE HILL (1980)
 FS0892
 FS0892                         *CURRENT SURVEY CONTROL
 FS0892  ___________________________________________________________________
 FS0892* NAD 83(1986)-  35 13 28.     (N)    113 59 59.     (W)     SCALED    
 FS0892* NAVD 88     -      1051.777  (meters)    3450.70   (feet)  ADJUSTED  
 FS0892  ___________________________________________________________________
 FS0892  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FS0892  DYNAMIC HT  -        1050.530 (meters)    3446.61  (feet)  COMP
 FS0892  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 FS0892
 FS0892  VERT ORDER  -  FIRST     CLASS I
 FS0892
 FS0892.The horizontal coordinates were scaled from a topographic map and have
 FS0892.an estimated accuracy of +/- 6 seconds.
 FS0892
 FS0892.The orthometric height was determined by differential leveling
 FS0892.and adjusted in June 1991.
 FS0892
 FS0892.The geoid height was determined by GEOID03.
 FS0892
 FS0892.The dynamic height is computed by dividing the NAVD 88
 FS0892.geopotential number by the normal gravity value computed on the
 FS0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0892.degrees latitude (g = 980.6199 gals.).
 FS0892
 FS0892.The modeled gravity was interpolated from observed gravity values.
 FS0892
 FS0892;                    North         East    Units  Estimated Accuracy
 FS0892;SPC AZ W     -   468,520.      190,630.      MT  (+/- 180 meters Scaled)
 FS0892
 FS0892                          SUPERSEDED SURVEY CONTROL
 FS0892
 FS0892  NGVD 29 (??/??/92) 1050.967  (m)         3448.05   (f) ADJ UNCH    1 1
 FS0892
 FS0892.Superseded values are not recommended for survey control.
 FS0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0892.See file dsdata.txt to determine how the superseded data were derived.
 FS0892
 FS0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE269020(NAD 83)
 FS0892_MARKER: DB = BENCH MARK DISK
 FS0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0892_STAMPING: X 124 1935
 FS0892_MARK LOGO: CGS   
 FS0892_PROJECTION: PROJECTING 6 CENTIMETERS
 FS0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0892+STABILITY: SURFACE MOTION
 FS0892
 FS0892  HISTORY     - Date     Condition        Report By
 FS0892  HISTORY     - 1935     MONUMENTED       CGS
 FS0892  HISTORY     - 1945     GOOD             NGS
 FS0892  HISTORY     - 1982     GOOD             NGS
 FS0892
 FS0892                          STATION DESCRIPTION
 FS0892
 FS0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FS0892'4.6 MI NE FROM KINGMAN.
 FS0892'4.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FS0892'FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 150 FEET NORTHWEST OF
 FS0892'MILEPOST 512, 110 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FS0892'SOUTHEAST TRACK, 2 FEET SOUTHEAST OF A FENCE, AND 2 FEET SOUTHWEST OF
 FS0892'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X 124 1935 AND
 FS0892'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0892
 FS0892                          STATION RECOVERY (1982)
 FS0892
 FS0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0892'7.4 KM (4.6 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0892'RAILROAD FROM THE STATION AT KINGMAN, 27.3 METERS (89.5 FEET) WEST
 FS0892'NORTHWEST OF MILEPOST 512, 9.0 METERS (29.5 FEET) NORTHWEST OF THE
 FS0892'CENTER OF A DIRT ROAD, 7.6 METERS (25.0 FEET) NORTHEAST OF A POWER
 FS0892'LINE POLE.
 FS0892'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 FS0892'THE MARK IS 1.5 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0447 ***********************************************************************
 FS0447  DESIGNATION -  X 125
 FS0447  PID         -  FS0447
 FS0447  STATE/COUNTY-  AZ/MOHAVE
 FS0447  USGS QUAD   -  GARNET MTN (1989)
 FS0447
 FS0447                         *CURRENT SURVEY CONTROL
 FS0447  ___________________________________________________________________
 FS0447* NAD 83(1986)-  35 46 42.     (N)    114 07 27.     (W)     SCALED    
 FS0447* NAVD 88     -       872.089  (meters)    2861.18   (feet)  POSTED    
 FS0447  ___________________________________________________________________
 FS0447  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FS0447  DYNAMIC HT  -         871.110 (meters)    2857.97  (feet)  COMP
 FS0447  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 FS0447
 FS0447  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0447
 FS0447.The horizontal coordinates were scaled from a topographic map and have
 FS0447.an estimated accuracy of +/- 6 seconds.
 FS0447
 FS0447.The orthometric height was determined by differential leveling
 FS0447.and adjusted by the  in 1992.
 FS0447.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0447.rate of 1.1 thru 2.0 mm/km.
 FS0447
 FS0447.The geoid height was determined by GEOID03.
 FS0447
 FS0447.The dynamic height is computed by dividing the NAVD 88
 FS0447.geopotential number by the normal gravity value computed on the
 FS0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0447.degrees latitude (g = 980.6199 gals.).
 FS0447
 FS0447.The modeled gravity was interpolated from observed gravity values.
 FS0447
 FS0447;                    North         East    Units  Estimated Accuracy
 FS0447;SPC AZ W     -   530,000.      179,530.      MT  (+/- 180 meters Scaled)
 FS0447
 FS0447                          SUPERSEDED SURVEY CONTROL
 FS0447
 FS0447  NGVD 29 (??/??/92)  871.336  (m)         2858.71   (f) ADJ UNCH    1 1
 FS0447
 FS0447.Superseded values are not recommended for survey control.
 FS0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0447.See file dsdata.txt to determine how the superseded data were derived.
 FS0447
 FS0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV599631(NAD 83)
 FS0447_MARKER: DB = BENCH MARK DISK
 FS0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0447_STAMPING: X 125 1935
 FS0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0447+STABILITY: SURFACE MOTION
 FS0447
 FS0447  HISTORY     - Date     Condition        Report By
 FS0447  HISTORY     - 1935     MONUMENTED       CGS
 FS0447  HISTORY     - 1950     GOOD             NGS
 FS0447  HISTORY     - 19870127 MARK NOT FOUND   USPSQD
 FS0447
 FS0447                          STATION DESCRIPTION
 FS0447
 FS0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0447'27.8 MI S FROM PIERCES FERRY.
 FS0447'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0447'RANGER STATION AT PIERCES FERRY, THENCE 13.7 MILES SOUTH ALONG A
 FS0447'DIRT ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A DIRT ROAD LEADING
 FS0447'TO HACKBERRY, 29 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FS0447'2.3 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 FS0447'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 FS0447'ABOVE THE GROUND.
 FS0447
 FS0447                          STATION RECOVERY (1987)
 FS0447
 FS0447'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0384 ***********************************************************************
 GR0384  DESIGNATION -  X 126
 GR0384  PID         -  GR0384
 GR0384  STATE/COUNTY-  AZ/MOHAVE
 GR0384  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0384
 GR0384                         *CURRENT SURVEY CONTROL
 GR0384  ___________________________________________________________________
 GR0384* NAD 83(1986)-  36 05 23.     (N)    114 03 20.     (W)     SCALED    
 GR0384* NAVD 88     -       790.185  (meters)    2592.47   (feet)  POSTED    
 GR0384  ___________________________________________________________________
 GR0384  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0384  DYNAMIC HT  -         789.340 (meters)    2589.69  (feet)  COMP
 GR0384  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 GR0384
 GR0384  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0384
 GR0384.The horizontal coordinates were scaled from a topographic map and have
 GR0384.an estimated accuracy of +/- 6 seconds.
 GR0384
 GR0384.The orthometric height was determined by differential leveling
 GR0384.and adjusted by the  in 1992.
 GR0384.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0384.rate of 0.0 thru 1.0 mm/km.
 GR0384
 GR0384.The geoid height was determined by GEOID03.
 GR0384
 GR0384.The dynamic height is computed by dividing the NAVD 88
 GR0384.geopotential number by the normal gravity value computed on the
 GR0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0384.degrees latitude (g = 980.6199 gals.).
 GR0384
 GR0384.The modeled gravity was interpolated from observed gravity values.
 GR0384
 GR0384;                    North         East    Units  Estimated Accuracy
 GR0384;SPC AZ W     -   564,530.      185,840.      MT  (+/- 180 meters Scaled)
 GR0384
 GR0384                          SUPERSEDED SURVEY CONTROL
 GR0384
 GR0384  NGVD 29 (??/??/92)  789.473  (m)         2590.13   (f) ADJ UNCH    1 1
 GR0384
 GR0384.Superseded values are not recommended for survey control.
 GR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0384.See file dsdata.txt to determine how the superseded data were derived.
 GR0384
 GR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV651979(NAD 83)
 GR0384_MARKER: DB = BENCH MARK DISK
 GR0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0384_STAMPING: X 126 1935
 GR0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0384+STABILITY: SURFACE MOTION
 GR0384
 GR0384  HISTORY     - Date     Condition        Report By
 GR0384  HISTORY     - 1935     MONUMENTED       CGS
 GR0384  HISTORY     - 1950     GOOD             NGS
 GR0384
 GR0384                          STATION DESCRIPTION
 GR0384
 GR0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0384'4.2 MI SW FROM PIERCES FERRY.
 GR0384'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0384'STATION AT PIERCES FERRY, THENCE 3.7 MILES SOUTHWEST ALONG AN OLD
 GR0384'ABANDONED ROAD, 0.2 MILE NORTH OF THE JUNCTION OF THE PARK SERVICE
 GR0384'ROAD, 86.2 FEET SOUTHWEST OF THE CENTER OF THE WEST END OF 24-INCH
 GR0384'CORRUGATED METAL PIPE CULVERT, 52 FEET WEST OF THE CENTER LINE OF THE
 GR0384'PARK SERVICE ROAD, 2.7 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 GR0384'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0384'0.4 FOOT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0385 ***********************************************************************
 GR0385  DESIGNATION -  X 126 RESET
 GR0385  PID         -  GR0385
 GR0385  STATE/COUNTY-  AZ/MOHAVE
 GR0385  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0385
 GR0385                         *CURRENT SURVEY CONTROL
 GR0385  ___________________________________________________________________
 GR0385* NAD 83(1986)-  36 05 23.     (N)    114 03 20.     (W)     SCALED    
 GR0385* NAVD 88     -       790.37   (+/-2cm)    2593.1    (feet)  VERTCON   
 GR0385  ___________________________________________________________________
 GR0385  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0385  VERT ORDER  -  THIRD (See Below)
 GR0385
 GR0385.The horizontal coordinates were scaled from a topographic map and have
 GR0385.an estimated accuracy of +/- 6 seconds.
 GR0385
 GR0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0385.The vertical order pertains to the NGVD 29 superseded value.
 GR0385
 GR0385.The geoid height was determined by GEOID03.
 GR0385
 GR0385;                    North         East    Units  Estimated Accuracy
 GR0385;SPC AZ W     -   564,530.      185,840.      MT  (+/- 180 meters Scaled)
 GR0385
 GR0385                          SUPERSEDED SURVEY CONTROL
 GR0385
 GR0385  NGVD 29 (03/28/06)  789.69   (m)         2590.8    (f) RESET       3  
 GR0385
 GR0385.Superseded values are not recommended for survey control.
 GR0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0385.See file dsdata.txt to determine how the superseded data were derived.
 GR0385
 GR0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV651979(NAD 83)
 GR0385_MARKER: DB = BENCH MARK DISK
 GR0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0385_STAMPING: X 126 1935 RESET 1965
 GR0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0385+STABILITY: SURFACE MOTION
 GR0385
 GR0385  HISTORY     - Date     Condition        Report By
 GR0385  HISTORY     - 1965     MONUMENTED       LOCENG
 GR0385
 GR0385                          STATION DESCRIPTION
 GR0385
 GR0385'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GR0385'4.2 MI SW FROM PIERCES FERRY.
 GR0385'ABOUT 0.5 MILES WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 GR0385'RANGER STATION AT PIERCES FERRY, THENCE 3.7 MILES SOUTHWEST ALONG AN
 GR0385'OLD ABANDONED ROAD, 0.2 MILES NORTH OF THE JUNCTION OF THE PARK
 GR0385'SERVICE ROAD AT THE INTERSECTION OF THE PIERCES FERRY ROAD AND THE
 GR0385'SANDY POINT ROAD, 203 FEET NW OF THE CENTER OF THE INTERSECTION, 138.5
 GR0385'FEET NORTH OF THE CENTERLINE OF NEW SANDY POINT ACCESS ROAD. 134 FEET
 GR0385'WEST OF THE NORTHWEST CORNER OF AN L TYPE HEADWALL, 3 FEET EAST OF A
 GR0385'4X4 REDWOOD WITNESS POST PAINTED WHITE, AND SET IN THE TOP OF A
 GR0385'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0091 ***********************************************************************
 GQ0091  DESIGNATION -  X 127
 GQ0091  PID         -  GQ0091
 GQ0091  STATE/COUNTY-  AZ/MOHAVE
 GQ0091  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0091
 GQ0091                         *CURRENT SURVEY CONTROL
 GQ0091  ___________________________________________________________________
 GQ0091* NAD 83(1986)-  36 10 36.     (N)    113 56 23.     (W)     SCALED    
 GQ0091* NAVD 88     -       445.027  (meters)    1460.06   (feet)  POSTED    
 GQ0091  ___________________________________________________________________
 GQ0091  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GQ0091  DYNAMIC HT  -         444.560 (meters)    1458.53  (feet)  COMP
 GQ0091  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 GQ0091
 GQ0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0091
 GQ0091.The horizontal coordinates were scaled from a topographic map and have
 GQ0091.an estimated accuracy of +/- 6 seconds.
 GQ0091
 GQ0091.The orthometric height was determined by differential leveling
 GQ0091.and adjusted by the  in 1992.
 GQ0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0091.rate of 0.0 thru 1.0 mm/km.
 GQ0091
 GQ0091.The geoid height was determined by GEOID03.
 GQ0091
 GQ0091.The dynamic height is computed by dividing the NAVD 88
 GQ0091.geopotential number by the normal gravity value computed on the
 GQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0091.degrees latitude (g = 980.6199 gals.).
 GQ0091
 GQ0091.The modeled gravity was interpolated from observed gravity values.
 GQ0091
 GQ0091;                    North         East    Units  Estimated Accuracy
 GQ0091;SPC AZ W     -   574,150.      196,290.      MT  (+/- 180 meters Scaled)
 GQ0091
 GQ0091                          SUPERSEDED SURVEY CONTROL
 GQ0091
 GQ0091  NGVD 29 (??/??/92)  444.320  (m)         1457.74   (f) ADJ UNCH    1 1
 GQ0091
 GQ0091.Superseded values are not recommended for survey control.
 GQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0091.See file dsdata.txt to determine how the superseded data were derived.
 GQ0091
 GQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF356075(NAD 83)
 GQ0091_MARKER: DB = BENCH MARK DISK
 GQ0091_SETTING: 80 = SET IN A BOULDER
 GQ0091_SP_SET: BOULDER
 GQ0091_STAMPING: X 127 1935
 GQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0091+STABILITY: SURFACE MOTION
 GQ0091
 GQ0091  HISTORY     - Date     Condition        Report By
 GQ0091  HISTORY     - 1935     MONUMENTED       CGS
 GQ0091  HISTORY     - 1950     GOOD             NGS
 GQ0091
 GQ0091                          STATION DESCRIPTION
 GQ0091
 GQ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0091'62.5 MI SE FROM RIVERSIDE, NV.
 GQ0091'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0091'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0091'THENCE 22.8 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0091'FERRY ROAD, ABOUT 0.15 MILE SOUTHWEST OF THE MOUTH OF A DEEP RAVINE
 GQ0091'ENTERING THE CANYON FROM THE NORTH, DIRECTLY ACROSS THE CANYON FROM A
 GQ0091'LARGE BALANCED ROCK WHICH IS ABOUT HALFWAY UP THE NORTHWEST BANK, AT
 GQ0091'THE FOOT OF THE SOUTHEAST BANK, IN THE TOP OF A DOME SHAPED GRANITE
 GQ0091'BOULDER, AND ABOUT 5 FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0415 ***********************************************************************
 FS0415  DESIGNATION -  X 128
 FS0415  PID         -  FS0415
 FS0415  STATE/COUNTY-  AZ/MOHAVE
 FS0415  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0415
 FS0415                         *CURRENT SURVEY CONTROL
 FS0415  ___________________________________________________________________
 FS0415* NAD 83(1986)-  35 58 21.     (N)    114 08 49.     (W)     SCALED    
 FS0415* NAVD 88     -       519.669  (meters)    1704.95   (feet)  POSTED    
 FS0415  ___________________________________________________________________
 FS0415  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FS0415  DYNAMIC HT  -         519.140 (meters)    1703.21  (feet)  COMP
 FS0415  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 FS0415
 FS0415  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0415
 FS0415.The horizontal coordinates were scaled from a topographic map and have
 FS0415.an estimated accuracy of +/- 6 seconds.
 FS0415
 FS0415.The orthometric height was determined by differential leveling
 FS0415.and adjusted by the  in 1992.
 FS0415.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0415.rate of 0.0 thru 1.0 mm/km.
 FS0415
 FS0415.The geoid height was determined by GEOID03.
 FS0415
 FS0415.The dynamic height is computed by dividing the NAVD 88
 FS0415.geopotential number by the normal gravity value computed on the
 FS0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0415.degrees latitude (g = 980.6199 gals.).
 FS0415
 FS0415.The modeled gravity was interpolated from observed gravity values.
 FS0415
 FS0415;                    North         East    Units  Estimated Accuracy
 FS0415;SPC AZ W     -   551,550.      177,560.      MT  (+/- 180 meters Scaled)
 FS0415
 FS0415                          SUPERSEDED SURVEY CONTROL
 FS0415
 FS0415  NGVD 29 (??/??/92)  519.021  (m)         1702.82   (f) ADJ UNCH    1 1
 FS0415
 FS0415.Superseded values are not recommended for survey control.
 FS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0415.See file dsdata.txt to determine how the superseded data were derived.
 FS0415
 FS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV572846(NAD 83)
 FS0415_MARKER: DB = BENCH MARK DISK
 FS0415_SETTING: 80 = SET IN A BOULDER
 FS0415_SP_SET: BOULDER
 FS0415_STAMPING: X 128 1935
 FS0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0415+STABILITY: SURFACE MOTION
 FS0415
 FS0415  HISTORY     - Date     Condition        Report By
 FS0415  HISTORY     - 1935     MONUMENTED       CGS
 FS0415  HISTORY     - 1950     GOOD             NGS
 FS0415  HISTORY     - 19870220 GOOD             USPSQD
 FS0415
 FS0415                          STATION DESCRIPTION
 FS0415
 FS0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0415'3.8 MI S FROM MOUTH OF HUALPAI WASH.
 FS0415'3.8 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0415'WASH ON THE SOUTH SHORE OF LAKE MEAD, AT THE WEST SIDE OF HUALPAI
 FS0415'WASH, ABOUT 40 FEET NORTHEAST OF THE CENTER ONE OF FIVE LARGE
 FS0415'BOULDERS, IN THE TOP OF A LEDGE OF AN OUTCROP, 23 FEET WEST OF
 FS0415'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE
 FS0415'ROAD.
 FS0415
 FS0415                          STATION RECOVERY (1987)
 FS0415
 FS0415'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0106 ***********************************************************************
 GQ0106  DESIGNATION -  X 129
 GQ0106  PID         -  GQ0106
 GQ0106  STATE/COUNTY-  AZ/MOHAVE
 GQ0106  USGS QUAD   -  SNAP CANYON EAST (1971)
 GQ0106
 GQ0106                         *CURRENT SURVEY CONTROL
 GQ0106  ___________________________________________________________________
 GQ0106* NAD 83(1986)-  36 13 16.     (N)    113 52 23.     (W)     SCALED    
 GQ0106* NAVD 88     -       732.918  (meters)    2404.58   (feet)  POSTED    
 GQ0106  ___________________________________________________________________
 GQ0106  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 GQ0106  DYNAMIC HT  -         732.130 (meters)    2402.00  (feet)  COMP
 GQ0106  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 GQ0106
 GQ0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0106
 GQ0106.The horizontal coordinates were scaled from a topographic map and have
 GQ0106.an estimated accuracy of +/- 6 seconds.
 GQ0106
 GQ0106.The orthometric height was determined by differential leveling
 GQ0106.and adjusted by the  in 1992.
 GQ0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0106.rate of 0.0 thru 1.0 mm/km.
 GQ0106
 GQ0106.The geoid height was determined by GEOID03.
 GQ0106
 GQ0106.The dynamic height is computed by dividing the NAVD 88
 GQ0106.geopotential number by the normal gravity value computed on the
 GQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0106.degrees latitude (g = 980.6199 gals.).
 GQ0106
 GQ0106.The modeled gravity was interpolated from observed gravity values.
 GQ0106
 GQ0106;                    North         East    Units  Estimated Accuracy
 GQ0106;SPC AZ W     -   579,070.      202,300.      MT  (+/- 180 meters Scaled)
 GQ0106
 GQ0106                          SUPERSEDED SURVEY CONTROL
 GQ0106
 GQ0106  NGVD 29 (??/??/92)  732.196  (m)         2402.21   (f) ADJ UNCH    1 1
 GQ0106
 GQ0106.Superseded values are not recommended for survey control.
 GQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0106.See file dsdata.txt to determine how the superseded data were derived.
 GQ0106
 GQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF417123(NAD 83)
 GQ0106_MARKER: DB = BENCH MARK DISK
 GQ0106_SETTING: 80 = SET IN A BOULDER
 GQ0106_SP_SET: BOULDER
 GQ0106_STAMPING: X 129 1935
 GQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0106+STABILITY: SURFACE MOTION
 GQ0106
 GQ0106  HISTORY     - Date     Condition        Report By
 GQ0106  HISTORY     - 1935     MONUMENTED       CGS
 GQ0106  HISTORY     - 1950     GOOD             NGS
 GQ0106
 GQ0106                          STATION DESCRIPTION
 GQ0106
 GQ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0106'57.2 MI SE FROM RIVERSIDE, NV.
 GQ0106'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0106'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0106'THENCE 17.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0106'FERRY ROAD, 0.2 MILE SOUTHWEST OF THE Y JUNCTION OF A TRACK ROAD
 GQ0106'LEADING EAST, 0.1 MILE NORTHWEST OF A RED SANDSTONE CLIFF, IN THE TOP
 GQ0106'OF A BOULDER PROJECTING 0.8 FOOT ABOVE THE GROUND, ABOUT 21 YARDS
 GQ0106'NORTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST OF THE
 GQ0106'APPROXIMATE CENTER OF A SMALL DRAW, 3 1/2 FEET SOUTHWEST OF A CAIRN,
 GQ0106'AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0695 ***********************************************************************
 DA0695  DESIGNATION -  X 13
 DA0695  PID         -  DA0695
 DA0695  STATE/COUNTY-  AZ/MARICOPA
 DA0695  USGS QUAD   -  GILA BEND (1973)
 DA0695
 DA0695                         *CURRENT SURVEY CONTROL
 DA0695  ___________________________________________________________________
 DA0695* NAD 83(1986)-  32 58 44.     (N)    112 40 55.     (W)     SCALED    
 DA0695* NAVD 88     -       224.328  (meters)     735.98   (feet)  ADJUSTED  
 DA0695  ___________________________________________________________________
 DA0695  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DA0695  DYNAMIC HT  -         224.063 (meters)     735.11  (feet)  COMP
 DA0695  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 DA0695
 DA0695  VERT ORDER  -  FIRST     CLASS II
 DA0695
 DA0695.The horizontal coordinates were scaled from a topographic map and have
 DA0695.an estimated accuracy of +/- 6 seconds.
 DA0695
 DA0695.The orthometric height was determined by differential leveling
 DA0695.and adjusted in June 1991.
 DA0695
 DA0695.The geoid height was determined by GEOID03.
 DA0695
 DA0695.The dynamic height is computed by dividing the NAVD 88
 DA0695.geopotential number by the normal gravity value computed on the
 DA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0695.degrees latitude (g = 980.6199 gals.).
 DA0695
 DA0695.The modeled gravity was interpolated from observed gravity values.
 DA0695
 DA0695;                    North         East    Units  Estimated Accuracy
 DA0695;SPC AZ C     -   219,670.      141,830.      MT  (+/- 180 meters Scaled)
 DA0695
 DA0695                          SUPERSEDED SURVEY CONTROL
 DA0695
 DA0695  NGVD 29 (??/??/92)  223.712  (m)          733.96   (f) ADJ UNCH    1 2
 DA0695
 DA0695.Superseded values are not recommended for survey control.
 DA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0695.See file dsdata.txt to determine how the superseded data were derived.
 DA0695
 DA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB428502(NAD 83)
 DA0695_MARKER: DB = BENCH MARK DISK
 DA0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0695_STAMPING: X 13 1927 734.100
 DA0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0695+STABILITY: SURFACE MOTION
 DA0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0695+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DA0695
 DA0695  HISTORY     - Date     Condition        Report By
 DA0695  HISTORY     - 1927     MONUMENTED       CGS
 DA0695  HISTORY     - 1967     GOOD             NGS
 DA0695  HISTORY     - 1981     GOOD             NGS
 DA0695  HISTORY     - 19941202 GOOD             USPSQD
 DA0695  HISTORY     - 20060128 GOOD             USPSQD
 DA0695  HISTORY     - 20060128 GOOD             USPSQD
 DA0695  HISTORY     - 20070417 GOOD             GEOCAC
 DA0695
 DA0695                          STATION DESCRIPTION
 DA0695
 DA0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DA0695'3.1 MI NE FROM GILA BEND.
 DA0695'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DA0695'GILA BEND, THENCE 2.25 MILES NORTH ALONG THE ARLINGTON-HASSAYAMPA
 DA0695'ROAD, OLD U. S. HIGHWAY 80, IN SECTION 21, T 5 S, R 4 W, 0.2 MILE
 DA0695'SOUTH OF A CURVE IN THE ROAD, 64 FEET WEST OF THE CENTER LINE OF THE
 DA0695'HIGHWAY, 47 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 137 FEET
 DA0695'NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 12-12, 14 1/2
 DA0695'FEET WEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 DA0695'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 DA0695
 DA0695                          STATION RECOVERY (1981)
 DA0695
 DA0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0695'RECOVERED IN GOOD CONDITION.
 DA0695
 DA0695                          STATION RECOVERY (1994)
 DA0695
 DA0695'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0695'RECOVERED IN GOOD CONDITION.
 DA0695
 DA0695                          STATION RECOVERY (2006)
 DA0695
 DA0695'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0695'RECOVERED AS DESCRIBED.
 DA0695
 DA0695                          STATION RECOVERY (2006)
 DA0695
 DA0695'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0695'RECOVERED AS DESCRIBED.
 DA0695
 DA0695                          STATION RECOVERY (2007)
 DA0695
 DA0695'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0249 ***********************************************************************
 DT0249  DESIGNATION -  X 132
 DT0249  PID         -  DT0249
 DT0249  STATE/COUNTY-  AZ/APACHE
 DT0249  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0249
 DT0249                         *CURRENT SURVEY CONTROL
 DT0249  ___________________________________________________________________
 DT0249* NAD 83(1986)-  33 55 30.     (N)    109 27 40.     (W)     SCALED    
 DT0249* NAVD 88     -      2818.025  (meters)    9245.47   (feet)  ADJUSTED  
 DT0249  ___________________________________________________________________
 DT0249  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DT0249  DYNAMIC HT  -        2813.272 (meters)    9229.88  (feet)  COMP
 DT0249  MODELED GRAV-     978,846.5   (mgal)                       NAVD 88
 DT0249
 DT0249  VERT ORDER  -  SECOND    CLASS 0
 DT0249
 DT0249.The horizontal coordinates were scaled from a topographic map and have
 DT0249.an estimated accuracy of +/- 6 seconds.
 DT0249
 DT0249.The orthometric height was determined by differential leveling
 DT0249.and adjusted in June 1991.
 DT0249
 DT0249.The geoid height was determined by GEOID03.
 DT0249
 DT0249.The dynamic height is computed by dividing the NAVD 88
 DT0249.geopotential number by the normal gravity value computed on the
 DT0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0249.degrees latitude (g = 980.6199 gals.).
 DT0249
 DT0249.The modeled gravity was interpolated from observed gravity values.
 DT0249
 DT0249;                    North         East    Units  Estimated Accuracy
 DT0249;SPC AZ E     -   324,560.      278,590.      MT  (+/- 180 meters Scaled)
 DT0249
 DT0249                          SUPERSEDED SURVEY CONTROL
 DT0249
 DT0249  NGVD 29 (??/??/92) 2816.759  (m)         9241.32   (f) ADJ UNCH    2 0
 DT0249
 DT0249.Superseded values are not recommended for survey control.
 DT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0249.See file dsdata.txt to determine how the superseded data were derived.
 DT0249
 DT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC422549(NAD 83)
 DT0249_MARKER: DB = BENCH MARK DISK
 DT0249_SETTING: 66 = SET IN ROCK OUTCROP
 DT0249_SP_SET: ROCK OUTCROP
 DT0249_STAMPING: X-132 1935
 DT0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0249+STABILITY: POSITION/ELEVATION WELL
 DT0249
 DT0249  HISTORY     - Date     Condition        Report By
 DT0249  HISTORY     - 1935     MONUMENTED       CGS
 DT0249
 DT0249                          STATION DESCRIPTION
 DT0249
 DT0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0249'2.0 MI SE FROM VOIGT RANCH.
 DT0249'ON THE ROAD TO RESERVATION RANCH, ON A HILL SIDE, 63 FEET E OF THE
 DT0249'CENTERLINE OF THE ROAD, 30 FEET W OF A 36 IN. PINE TREE, 25 FEET ABOVE
 DT0249'THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0142 ***********************************************************************
 ET0142  DESIGNATION -  X 133
 ET0142  PID         -  ET0142
 ET0142  STATE/COUNTY-  AZ/YAVAPAI
 ET0142  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0142
 ET0142                         *CURRENT SURVEY CONTROL
 ET0142  ___________________________________________________________________
 ET0142* NAD 83(1986)-  34 39 23.     (N)    112 09 51.     (W)     SCALED    
 ET0142* NAVD 88     -      2098.93   (+/-2cm)    6886.2    (feet)  VERTCON   
 ET0142  ___________________________________________________________________
 ET0142  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 ET0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0142
 ET0142.The horizontal coordinates were scaled from a topographic map and have
 ET0142.an estimated accuracy of +/- 6 seconds.
 ET0142
 ET0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0142.The vertical order pertains to the NGVD 29 superseded value.
 ET0142
 ET0142.The geoid height was determined by GEOID03.
 ET0142
 ET0142;                    North         East    Units  Estimated Accuracy
 ET0142;SPC AZ C     -   405,490.      190,670.      MT  (+/- 180 meters Scaled)
 ET0142
 ET0142                          SUPERSEDED SURVEY CONTROL
 ET0142
 ET0142  NGVD 29 (??/??/92) 2098.004  (m)         6883.20   (f) ADJ UNCH    2 0
 ET0142
 ET0142.Superseded values are not recommended for survey control.
 ET0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0142.See file dsdata.txt to determine how the superseded data were derived.
 ET0142
 ET0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD933355(NAD 83)
 ET0142_MARKER: DB = BENCH MARK DISK
 ET0142_SETTING: 66 = SET IN ROCK OUTCROP
 ET0142_SP_SET: SANDSTONE OUTCROP
 ET0142_STAMPING: X 133 1935
 ET0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0142+STABILITY: POSITION/ELEVATION WELL
 ET0142
 ET0142  HISTORY     - Date     Condition        Report By
 ET0142  HISTORY     - 1935     MONUMENTED       CGS
 ET0142  HISTORY     - 1973     GOOD             USGS
 ET0142
 ET0142                          STATION DESCRIPTION
 ET0142
 ET0142'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0142'11.80 MI SW FROM JEROME.
 ET0142'ABOUT 7.7 MILES SOUTHWEST ALONG STATE HIGHWAY 79-- ABOUT 7.9 MILES
 ET0142'SOUTHWEST ALONG STATE HIGHWAY 89A FROM THE P.O. AT JEROME, YAVAPAI CO.
 ET0142'THENCE 1.55 MILES SOUTH ALONG THE ROAD TO A ROAD FORK.  THENCE RIGHT
 ET0142'AT FORK AND TRAVEL 2.35 TO A ROAD FORK-- GO RIGHT AND TRAVEL 0.40 TO A
 ET0142'ROAD FORK.  THENCE RIGHT 0.65 MILES TO ANOTHER ROAD FORK-A JEEP ROAD.
 ET0142'FOLLOW THE JEEP ROAD 0.75 MILES TO THE JEEP ROAD AND TRAIL JUNCTION.
 ET0142'70 FEET SOUTHEAST OF JEEP ROAD 0.75 MILES TO THE JEEP ROAD AND TRAIL
 ET0142'JUNCTION.  50 FEET EAST OF THE CENTERLINE OF THE ROAD. GS TABLET
 ET0142'STAMPED X 133 1935 CEMENTED IN A RED SANDSTONE OUTCROP 12 FEET HIGHER
 ET0142'THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0596 ***********************************************************************
 GR0596  DESIGNATION -  X 135
 GR0596  PID         -  GR0596
 GR0596  STATE/COUNTY-  AZ/MOHAVE
 GR0596  USGS QUAD   -  HOOVER DAM (1997)
 GR0596
 GR0596                         *CURRENT SURVEY CONTROL
 GR0596  ___________________________________________________________________
 GR0596* NAD 83(1986)-  36 00 46.     (N)    114 44 03.     (W)     SCALED    
 GR0596* NAVD 88     -       391.732  (meters)    1285.21   (feet)  ADJUSTED  
 GR0596  ___________________________________________________________________
 GR0596  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0596  DYNAMIC HT  -         391.347 (meters)    1283.94  (feet)  COMP
 GR0596  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 GR0596
 GR0596  VERT ORDER  -  FIRST     CLASS I
 GR0596
 GR0596.The horizontal coordinates were scaled from a topographic map and have
 GR0596.an estimated accuracy of +/- 6 seconds.
 GR0596
 GR0596.The orthometric height was determined by differential leveling
 GR0596.and adjusted in June 1991.
 GR0596
 GR0596.The geoid height was determined by GEOID03.
 GR0596
 GR0596.The dynamic height is computed by dividing the NAVD 88
 GR0596.geopotential number by the normal gravity value computed on the
 GR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0596.degrees latitude (g = 980.6199 gals.).
 GR0596
 GR0596.The modeled gravity was interpolated from observed gravity values.
 GR0596
 GR0596;                    North         East    Units  Estimated Accuracy
 GR0596;SPC AZ W     -   556,400.      124,640.      MT  (+/- 180 meters Scaled)
 GR0596
 GR0596                          SUPERSEDED SURVEY CONTROL
 GR0596
 GR0596  NGVD 29 (??/??/92)  391.017  (m)         1282.86   (f) ADJ UNCH    1 1
 GR0596
 GR0596.Superseded values are not recommended for survey control.
 GR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0596.See file dsdata.txt to determine how the superseded data were derived.
 GR0596
 GR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV041877(NAD 83)
 GR0596_MARKER: DB = BENCH MARK DISK
 GR0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0596_SP_SET: RETAINING WALL
 GR0596_STAMPING: X 135 1935
 GR0596_MARK LOGO: CGS   
 GR0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0596
 GR0596  HISTORY     - Date     Condition        Report By
 GR0596  HISTORY     - 1935     MONUMENTED       CGS
 GR0596  HISTORY     - 1950     GOOD             NGS
 GR0596  HISTORY     - 1963     GOOD             NGS
 GR0596  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0596  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0596  HISTORY     - 1990     GOOD             USPSQD
 GR0596
 GR0596                          STATION DESCRIPTION
 GR0596
 GR0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0596'0.4 MI NE FROM HOOVER DAM.
 GR0596'0.4 MILE NORTHEAST ALONG U. S. HIGHWAY 93 FROM THE SOUTHEAST (ARIZONA)
 GR0596'END OF HOOVER DAM, ABOUT 55 YARDS SOUTHWEST OF AN INFORMATION BOOTH,
 GR0596'AT THE SOUTHWEST END OF A HORSESHOE CURVE, IN THE TOP OF A ROCK
 GR0596'OUTCROP, 55.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42.8 FEET
 GR0596'SOUTHWEST OF THE SOUTHEAST END OF A CEMENT STONE MASONRY RETAINING
 GR0596'WALL, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 GR0596
 GR0596                          STATION RECOVERY (1963)
 GR0596
 GR0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0596'RECOVERED IN GOOD CONDITION.
 GR0596
 GR0596                          STATION RECOVERY (1979)
 GR0596
 GR0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0596'MARK NOT FOUND.
 GR0596
 GR0596                          STATION RECOVERY (1979)
 GR0596
 GR0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0596'MARK NOT FOUND.
 GR0596
 GR0596                          STATION RECOVERY (1990)
 GR0596
 GR0596'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0271 ***********************************************************************
 DT0271  DESIGNATION -  X 136
 DT0271  PID         -  DT0271
 DT0271  STATE/COUNTY-  AZ/APACHE
 DT0271  USGS QUAD   -  BIG LAKE SOUTH (1991)
 DT0271
 DT0271                         *CURRENT SURVEY CONTROL
 DT0271  ___________________________________________________________________
 DT0271* NAD 83(1986)-  33 45 43.     (N)    109 22 43.     (W)     SCALED    
 DT0271* NAVD 88     -      2311.351  (meters)    7583.16   (feet)  ADJUSTED  
 DT0271  ___________________________________________________________________
 DT0271  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DT0271  DYNAMIC HT  -        2307.606 (meters)    7570.87  (feet)  COMP
 DT0271  MODELED GRAV-     978,933.0   (mgal)                       NAVD 88
 DT0271
 DT0271  VERT ORDER  -  SECOND    CLASS 0
 DT0271
 DT0271.The horizontal coordinates were scaled from a topographic map and have
 DT0271.an estimated accuracy of +/- 6 seconds.
 DT0271
 DT0271.The orthometric height was determined by differential leveling
 DT0271.and adjusted in June 1991.
 DT0271
 DT0271.The geoid height was determined by GEOID03.
 DT0271
 DT0271.The dynamic height is computed by dividing the NAVD 88
 DT0271.geopotential number by the normal gravity value computed on the
 DT0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0271.degrees latitude (g = 980.6199 gals.).
 DT0271
 DT0271.The modeled gravity was interpolated from observed gravity values.
 DT0271
 DT0271;                    North         East    Units  Estimated Accuracy
 DT0271;SPC AZ E     -   306,530.      286,360.      MT  (+/- 180 meters Scaled)
 DT0271
 DT0271                          SUPERSEDED SURVEY CONTROL
 DT0271
 DT0271  NGVD 29 (??/??/92) 2310.286  (m)         7579.66   (f) ADJ UNCH    2 0
 DT0271
 DT0271.Superseded values are not recommended for survey control.
 DT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0271.See file dsdata.txt to determine how the superseded data were derived.
 DT0271
 DT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC501369(NAD 83)
 DT0271_MARKER: DB = BENCH MARK DISK
 DT0271_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0271_SP_SET: UNSPECIFIED ROCK
 DT0271_STAMPING: X-136 1935
 DT0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0271
 DT0271  HISTORY     - Date     Condition        Report By
 DT0271  HISTORY     - 1935     MONUMENTED       CGS
 DT0271
 DT0271                          STATION DESCRIPTION
 DT0271
 DT0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0271'10.7 MI SE FROM RESERVATION RANCH.
 DT0271'10.7 MI SE ALONG ROAD TO BEAVERHEAD LODGE. AT THE BLACK RIVER
 DT0271'CROSSING, ABOUT 55 YDS NW OF WHERE THE ROAD CROSSES THE RIVER, ABOUT
 DT0271'105 FT E OF THE CENTERLINE OF THE ROAD WHERE THE ROAD MAKES A CURVE,
 DT0271'ABOUT 150 YDS SE OF A RANCH HOUSE, AND 138 FT SE OF A FENCE LINE. SET
 DT0271'IN A ROCK ON THE S SLOPE OF A ROCKY HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0300 ***********************************************************************
 DT0300  DESIGNATION -  X 137
 DT0300  PID         -  DT0300
 DT0300  STATE/COUNTY-  AZ/APACHE
 DT0300  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0300
 DT0300                         *CURRENT SURVEY CONTROL
 DT0300  ___________________________________________________________________
 DT0300* NAD 83(1986)-  33 57 54.     (N)    109 03 48.     (W)     SCALED    
 DT0300* NAVD 88     -      2596.231  (meters)    8517.80   (feet)  ADJUSTED  
 DT0300  ___________________________________________________________________
 DT0300  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DT0300  DYNAMIC HT  -        2591.955 (meters)    8503.77  (feet)  COMP
 DT0300  MODELED GRAV-     978,894.8   (mgal)                       NAVD 88
 DT0300
 DT0300  VERT ORDER  -  SECOND    CLASS 0
 DT0300
 DT0300.The horizontal coordinates were scaled from a topographic map and have
 DT0300.an estimated accuracy of +/- 6 seconds.
 DT0300
 DT0300.The orthometric height was determined by differential leveling
 DT0300.and adjusted in June 1991.
 DT0300
 DT0300.The geoid height was determined by GEOID03.
 DT0300
 DT0300.The dynamic height is computed by dividing the NAVD 88
 DT0300.geopotential number by the normal gravity value computed on the
 DT0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0300.degrees latitude (g = 980.6199 gals.).
 DT0300
 DT0300.The modeled gravity was interpolated from observed gravity values.
 DT0300
 DT0300;                    North         East    Units  Estimated Accuracy
 DT0300;SPC AZ E     -   329,320.      315,330.      MT  (+/- 180 meters Scaled)
 DT0300
 DT0300                          SUPERSEDED SURVEY CONTROL
 DT0300
 DT0300  NGVD 29 (??/??/92) 2595.114  (m)         8514.14   (f) ADJ UNCH    2 0
 DT0300
 DT0300.Superseded values are not recommended for survey control.
 DT0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0300.See file dsdata.txt to determine how the superseded data were derived.
 DT0300
 DT0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC789599(NAD 83)
 DT0300_MARKER: DB = BENCH MARK DISK
 DT0300_SETTING: 66 = SET IN ROCK OUTCROP
 DT0300_SP_SET: ROCK OUTCROP
 DT0300_STAMPING: X 137 1935
 DT0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0300+STABILITY: POSITION/ELEVATION WELL
 DT0300
 DT0300  HISTORY     - Date     Condition        Report By
 DT0300  HISTORY     - 1935     MONUMENTED       CGS
 DT0300
 DT0300                          STATION DESCRIPTION
 DT0300
 DT0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0300'16.0 MI NE FROM ALPINE.
 DT0300'16.0 MI. NE ALONG ST. HWY. NO.81 AND STONE CREEK ROAD.  ON S SLOPE OF
 DT0300'ROCKY POINT, 65 FT. N OF CENTERLINE OF STREAM, 15 FT. NE OF 30 INCH
 DT0300'PINE TREE, 18 FT. NW OF 30 INCH PINE TREE AND 39 FT. N OF CENTERLINE
 DT0300'OF ROAD.  SET IN ROCK OUTCROP ABOUT 7 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0120 ***********************************************************************
 ES0120  DESIGNATION -  X 140
 ES0120  PID         -  ES0120
 ES0120  STATE/COUNTY-  AZ/NAVAJO
 ES0120  USGS QUAD   -  PINEDALE (1970)
 ES0120
 ES0120                         *CURRENT SURVEY CONTROL
 ES0120  ___________________________________________________________________
 ES0120* NAD 83(1986)-  34 17 57.     (N)    110 11 33.     (W)     SCALED    
 ES0120* NAVD 88     -      2014.803  (meters)    6610.23   (feet)  ADJUSTED  
 ES0120  ___________________________________________________________________
 ES0120  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ES0120  DYNAMIC HT  -        2011.812 (meters)    6600.42  (feet)  COMP
 ES0120  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 ES0120
 ES0120  VERT ORDER  -  SECOND    CLASS 0
 ES0120
 ES0120.The horizontal coordinates were scaled from a topographic map and have
 ES0120.an estimated accuracy of +/- 6 seconds.
 ES0120
 ES0120.The orthometric height was determined by differential leveling
 ES0120.and adjusted in June 1991.
 ES0120
 ES0120.The geoid height was determined by GEOID03.
 ES0120
 ES0120.The dynamic height is computed by dividing the NAVD 88
 ES0120.geopotential number by the normal gravity value computed on the
 ES0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0120.degrees latitude (g = 980.6199 gals.).
 ES0120
 ES0120.The modeled gravity was interpolated from observed gravity values.
 ES0120
 ES0120;                    North         East    Units  Estimated Accuracy
 ES0120;SPC AZ E     -   365,840.      210,980.      MT  (+/- 180 meters Scaled)
 ES0120
 ES0120                          SUPERSEDED SURVEY CONTROL
 ES0120
 ES0120  NGVD 29 (??/??/92) 2013.886  (m)         6607.22   (f) ADJ UNCH    2 0
 ES0120
 ES0120.Superseded values are not recommended for survey control.
 ES0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0120.See file dsdata.txt to determine how the superseded data were derived.
 ES0120
 ES0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC743956(NAD 83)
 ES0120_MARKER: DB = BENCH MARK DISK
 ES0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0120_STAMPING: X 140 1935
 ES0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0120+STABILITY: SURFACE MOTION
 ES0120
 ES0120  HISTORY     - Date     Condition        Report By
 ES0120  HISTORY     - 1935     MONUMENTED       CGS
 ES0120  HISTORY     - 1960     GOOD             USGS
 ES0120
 ES0120                          STATION DESCRIPTION
 ES0120
 ES0120'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0120'3.0 MI SE FROM PINEDALE.
 ES0120'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 160 FROM THE RANGER STATION AT
 ES0120'PINEDALE, NAVAJO COUNTY, THENCE 0.5 MILE EAST ALONG AN ABANDONED ROAD,
 ES0120'75 FEET SOUTHWEST OF THE TOP OF A HILL, AT THE SOUTH SLOPE OF THE
 ES0120'HILL, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 4 FEET
 ES0120'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED X 140 1935 AND SET IN
 ES0120'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0238 ***********************************************************************
 ES0238  DESIGNATION -  X 141
 ES0238  PID         -  ES0238
 ES0238  STATE/COUNTY-  AZ/NAVAJO
 ES0238  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0238
 ES0238                         *CURRENT SURVEY CONTROL
 ES0238  ___________________________________________________________________
 ES0238* NAD 83(1986)-  34 49 59.     (N)    110 40 15.     (W)     SCALED    
 ES0238* NAVD 88     -      1641.644  (meters)    5385.96   (feet)  ADJUSTED  
 ES0238  ___________________________________________________________________
 ES0238  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ES0238  DYNAMIC HT  -        1639.377 (meters)    5378.52  (feet)  COMP
 ES0238  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 ES0238
 ES0238  VERT ORDER  -  SECOND    CLASS 0
 ES0238
 ES0238.The horizontal coordinates were scaled from a topographic map and have
 ES0238.an estimated accuracy of +/- 6 seconds.
 ES0238
 ES0238.The orthometric height was determined by differential leveling
 ES0238.and adjusted in June 1991.
 ES0238
 ES0238.The geoid height was determined by GEOID03.
 ES0238
 ES0238.The dynamic height is computed by dividing the NAVD 88
 ES0238.geopotential number by the normal gravity value computed on the
 ES0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0238.degrees latitude (g = 980.6199 gals.).
 ES0238
 ES0238.The modeled gravity was interpolated from observed gravity values.
 ES0238
 ES0238;                    North         East    Units  Estimated Accuracy
 ES0238;SPC AZ E     -   425,170.      167,250.      MT  (+/- 180 meters Scaled)
 ES0238
 ES0238                          SUPERSEDED SURVEY CONTROL
 ES0238
 ES0238  NGVD 29 (??/??/92) 1640.822  (m)         5383.26   (f) ADJ UNCH    2 0
 ES0238
 ES0238.Superseded values are not recommended for survey control.
 ES0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0238.See file dsdata.txt to determine how the superseded data were derived.
 ES0238
 ES0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD300545(NAD 83)
 ES0238_MARKER: DB = BENCH MARK DISK
 ES0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0238_STAMPING: X-141 1935
 ES0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0238+STABILITY: SURFACE MOTION
 ES0238
 ES0238  HISTORY     - Date     Condition        Report By
 ES0238  HISTORY     - 1935     MONUMENTED       CGS
 ES0238  HISTORY     - 1971     GOOD             NGS
 ES0238
 ES0238                          STATION DESCRIPTION
 ES0238
 ES0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0238'13.8 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0238'13.8 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  0.5 MI SW OF A
 ES0238'SMALL FRAME HOUSE ON THE EAST SIDE OF THE ROAD, 0.4 MI S OF A CATTLE
 ES0238'GUARD, 600 FT S OF A FENCE CORNER, 42 FEET E OF THE CENTERLINE OF THE
 ES0238'ROAD, AND 2 FEET W OF A FENCE LINE.
 ES0238
 ES0238                          STATION RECOVERY (1971)
 ES0238
 ES0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ES0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0193 ***********************************************************************
 ES0193  DESIGNATION -  X 142
 ES0193  PID         -  ES0193
 ES0193  STATE/COUNTY-  AZ/COCONINO
 ES0193  USGS QUAD   -  WOODS CANYON (1990)
 ES0193
 ES0193                         *CURRENT SURVEY CONTROL
 ES0193  ___________________________________________________________________
 ES0193* NAD 83(1986)-  34 18 58.     (N)    110 55 52.     (W)     SCALED    
 ES0193* NAVD 88     -      2320.470  (meters)    7613.08   (feet)  ADJUSTED  
 ES0193  ___________________________________________________________________
 ES0193  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ES0193  DYNAMIC HT  -        2316.981 (meters)    7601.63  (feet)  COMP
 ES0193  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 ES0193
 ES0193  VERT ORDER  -  SECOND    CLASS 0
 ES0193
 ES0193.The horizontal coordinates were scaled from a topographic map and have
 ES0193.an estimated accuracy of +/- 6 seconds.
 ES0193
 ES0193.The orthometric height was determined by differential leveling
 ES0193.and adjusted in June 1991.
 ES0193
 ES0193.The geoid height was determined by GEOID03.
 ES0193
 ES0193.The dynamic height is computed by dividing the NAVD 88
 ES0193.geopotential number by the normal gravity value computed on the
 ES0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0193.degrees latitude (g = 980.6199 gals.).
 ES0193
 ES0193.The modeled gravity was interpolated from observed gravity values.
 ES0193
 ES0193;                    North         East    Units  Estimated Accuracy
 ES0193;SPC AZ C     -   368,160.      304,060.      MT  (+/- 180 meters Scaled)
 ES0193
 ES0193                          SUPERSEDED SURVEY CONTROL
 ES0193
 ES0193  NGVD 29 (??/??/92) 2319.461  (m)         7609.77   (f) ADJ UNCH    2 0
 ES0193
 ES0193.Superseded values are not recommended for survey control.
 ES0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0193.See file dsdata.txt to determine how the superseded data were derived.
 ES0193
 ES0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC063972(NAD 83)
 ES0193_MARKER: DB = BENCH MARK DISK
 ES0193_SETTING: 66 = SET IN ROCK OUTCROP
 ES0193_SP_SET: SANDSTONE OUTCROP
 ES0193_STAMPING: X-142 1935
 ES0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0193+STABILITY: POSITION/ELEVATION WELL
 ES0193
 ES0193  HISTORY     - Date     Condition        Report By
 ES0193  HISTORY     - 1935     MONUMENTED       CGS
 ES0193
 ES0193                          STATION DESCRIPTION
 ES0193
 ES0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0193'62.0 MI SW FROM WINSLOW.
 ES0193'3.5 MI N AND W ALONG ROAD TO PROMOTORY TOWER AND WINSLOW.  62.0 MI
 ES0193'S.W. OF WINSLOW (UNION OIL CO. PLANT) 78 FEET S OF THE CENTERLINE OF
 ES0193'THE ROAD, SET IN A SANDSTONE OUTCROP 8 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0142 ***********************************************************************
 ES0142  DESIGNATION -  X 146
 ES0142  PID         -  ES0142
 ES0142  STATE/COUNTY-  AZ/NAVAJO
 ES0142  USGS QUAD   -  LONG TOM CANYON (1977)
 ES0142
 ES0142                         *CURRENT SURVEY CONTROL
 ES0142  ___________________________________________________________________
 ES0142* NAD 83(1986)-  34 00 51.     (N)    110 14 35.     (W)     SCALED    
 ES0142* NAVD 88     -      1547.411  (meters)    5076.80   (feet)  ADJUSTED  
 ES0142  ___________________________________________________________________
 ES0142  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ES0142  DYNAMIC HT  -        1545.203 (meters)    5069.55  (feet)  COMP
 ES0142  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 ES0142
 ES0142  VERT ORDER  -  SECOND    CLASS 0
 ES0142
 ES0142.The horizontal coordinates were scaled from a topographic map and have
 ES0142.an estimated accuracy of +/- 6 seconds.
 ES0142
 ES0142.The orthometric height was determined by differential leveling
 ES0142.and adjusted in June 1991.
 ES0142
 ES0142.The geoid height was determined by GEOID03.
 ES0142
 ES0142.The dynamic height is computed by dividing the NAVD 88
 ES0142.geopotential number by the normal gravity value computed on the
 ES0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0142.degrees latitude (g = 980.6199 gals.).
 ES0142
 ES0142.The modeled gravity was interpolated from observed gravity values.
 ES0142
 ES0142;                    North         East    Units  Estimated Accuracy
 ES0142;SPC AZ E     -   334,230.      206,310.      MT  (+/- 180 meters Scaled)
 ES0142
 ES0142                          SUPERSEDED SURVEY CONTROL
 ES0142
 ES0142  NGVD 29 (??/??/92) 1546.632  (m)         5074.24   (f) ADJ UNCH    2 0
 ES0142
 ES0142.Superseded values are not recommended for survey control.
 ES0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0142.See file dsdata.txt to determine how the superseded data were derived.
 ES0142
 ES0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC698639(NAD 83)
 ES0142_MARKER: DB = BENCH MARK DISK
 ES0142_SETTING: 66 = SET IN ROCK OUTCROP
 ES0142_SP_SET: ROCK CLIFF
 ES0142_STAMPING: X 146 1960
 ES0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0142+STABILITY: POSITION/ELEVATION WELL
 ES0142
 ES0142  HISTORY     - Date     Condition        Report By
 ES0142  HISTORY     - 1960     MONUMENTED       CGS
 ES0142  HISTORY     - 1976     MARK NOT FOUND   USGS
 ES0142
 ES0142                          STATION DESCRIPTION
 ES0142
 ES0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0142'22.9 MI SW FROM SHOW LOW.
 ES0142'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0142'SHOW LOW, THENCE 22.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND STATE
 ES0142'HIGHWAY 77, IN THE TOP OF A ROCK LEDGE AT THE NORTHEAST END OF A CUT
 ES0142'THROUGH A ROCK CLIFF, 42 FEET NORTHWEST OF THE CENTER LINE OF THE
 ES0142'HIGHWAY, ABOUT 3 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 ES0142'LEVEL OF THE HIGHWAY.
 ES0142
 ES0142                          STATION RECOVERY (1976)
 ES0142
 ES0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ES0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0055 ***********************************************************************
 DU0055  DESIGNATION -  X 147
 DU0055  PID         -  DU0055
 DU0055  STATE/COUNTY-  AZ/GILA
 DU0055  USGS QUAD   -  CARRIZO (1978)
 DU0055
 DU0055                         *CURRENT SURVEY CONTROL
 DU0055  ___________________________________________________________________
 DU0055* NAD 83(1986)-  33 58 57.     (N)    110 17 49.     (W)     SCALED    
 DU0055* NAVD 88     -      1503.260  (meters)    4931.95   (feet)  ADJUSTED  
 DU0055  ___________________________________________________________________
 DU0055  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DU0055  DYNAMIC HT  -        1501.131 (meters)    4924.96  (feet)  COMP
 DU0055  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 DU0055
 DU0055  VERT ORDER  -  FIRST     CLASS II
 DU0055
 DU0055.The horizontal coordinates were scaled from a topographic map and have
 DU0055.an estimated accuracy of +/- 6 seconds.
 DU0055
 DU0055.The orthometric height was determined by differential leveling
 DU0055.and adjusted in June 1991.
 DU0055
 DU0055.The geoid height was determined by GEOID03.
 DU0055
 DU0055.The dynamic height is computed by dividing the NAVD 88
 DU0055.geopotential number by the normal gravity value computed on the
 DU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0055.degrees latitude (g = 980.6199 gals.).
 DU0055
 DU0055.The modeled gravity was interpolated from observed gravity values.
 DU0055
 DU0055;                    North         East    Units  Estimated Accuracy
 DU0055;SPC AZ E     -   330,720.      201,320.      MT  (+/- 180 meters Scaled)
 DU0055
 DU0055                          SUPERSEDED SURVEY CONTROL
 DU0055
 DU0055  NGVD 29 (??/??/92) 1502.498  (m)         4929.45   (f) ADJ UNCH    1 2
 DU0055
 DU0055.Superseded values are not recommended for survey control.
 DU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0055.See file dsdata.txt to determine how the superseded data were derived.
 DU0055
 DU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC649604(NAD 83)
 DU0055_MARKER: DB = BENCH MARK DISK
 DU0055_SETTING: 66 = SET IN ROCK OUTCROP
 DU0055_SP_SET: SANDSTONE ROCK
 DU0055_STAMPING: X 147 1960
 DU0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0055+STABILITY: POSITION/ELEVATION WELL
 DU0055
 DU0055  HISTORY     - Date     Condition        Report By
 DU0055  HISTORY     - 1960     MONUMENTED       CGS
 DU0055  HISTORY     - 1979     GOOD             NGS
 DU0055
 DU0055                          STATION DESCRIPTION
 DU0055
 DU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DU0055'27.8 MI SW FROM SHOW LOW.
 DU0055'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 DU0055'SHOW LOW, THENCE 27.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 AND STATE
 DU0055'HIGHWAY 77, AT THE EAST END OF A CUT AND ON THE SOUTH SLOPE OF A HILL,
 DU0055'IN THE TOP OF A LARGE FLAT SANDSTONE ROCK WHICH IS ABOUT FLUSH WITH
 DU0055'THE GROUND, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 DU0055'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0055
 DU0055                          STATION RECOVERY (1979)
 DU0055
 DU0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0055'ADD=0.4 MILE NORTHEAST OF MILE POST 314.
 DU0055'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0387 ***********************************************************************
 DT0387  DESIGNATION -  X 149
 DT0387  PID         -  DT0387
 DT0387  STATE/COUNTY-  AZ/GRAHAM
 DT0387  USGS QUAD   -  POINT OF PINES WEST (1967)
 DT0387
 DT0387                         *CURRENT SURVEY CONTROL
 DT0387  ___________________________________________________________________
 DT0387* NAD 83(1986)-  33 17 37.     (N)    109 52 31.     (W)     SCALED    
 DT0387* NAVD 88     -      1545.937  (meters)    5071.96   (feet)  ADJUSTED  
 DT0387  ___________________________________________________________________
 DT0387  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DT0387  DYNAMIC HT  -        1543.634 (meters)    5064.41  (feet)  COMP
 DT0387  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 DT0387
 DT0387  VERT ORDER  -  SECOND    CLASS 0
 DT0387
 DT0387.The horizontal coordinates were scaled from a topographic map and have
 DT0387.an estimated accuracy of +/- 6 seconds.
 DT0387
 DT0387.The orthometric height was determined by differential leveling
 DT0387.and adjusted in June 1991.
 DT0387
 DT0387.The geoid height was determined by GEOID03.
 DT0387
 DT0387.The dynamic height is computed by dividing the NAVD 88
 DT0387.geopotential number by the normal gravity value computed on the
 DT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0387.degrees latitude (g = 980.6199 gals.).
 DT0387
 DT0387.The modeled gravity was interpolated from observed gravity values.
 DT0387
 DT0387;                    North         East    Units  Estimated Accuracy
 DT0387;SPC AZ E     -   254,350.      240,500.      MT  (+/- 180 meters Scaled)
 DT0387
 DT0387                          SUPERSEDED SURVEY CONTROL
 DT0387
 DT0387  NGVD 29 (??/??/92) 1545.182  (m)         5069.48   (f) ADJ UNCH    2 0
 DT0387
 DT0387.Superseded values are not recommended for survey control.
 DT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0387.See file dsdata.txt to determine how the superseded data were derived.
 DT0387
 DT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB047844(NAD 83)
 DT0387_MARKER: DB = BENCH MARK DISK
 DT0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0387_STAMPING: X 149 1935
 DT0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0387+STABILITY: SURFACE MOTION
 DT0387
 DT0387  HISTORY     - Date     Condition        Report By
 DT0387  HISTORY     - 1935     MONUMENTED       CGS
 DT0387  HISTORY     - 1952     GOOD             USGS
 DT0387
 DT0387                          STATION DESCRIPTION
 DT0387
 DT0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0387'11.5 MI SE FROM ASH CREEK RANCH.
 DT0387'11.5 MI. SE ALONG ROAD TO HAT RANCH. 3.3 MI. E OF TULE TUBS, 0.2 MI. E
 DT0387'OF DIM SIDE ROAD S AND 60 FT. S OF CENTERLINE OF ROAD.
 DT0387
 DT0387                          STATION RECOVERY (1952)
 DT0387
 DT0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 DT0387'2.7 MILES NORTHWEST ALONG A TRACK ROAD FROM ARSENCIC TUBS RANCH
 DT0387'HEADQUARTERS, 0.1 MILE NORTHWEST OF A CATTLE GUARD, 0.2 MILE
 DT0387'SOUTHEAST OF THE JUNCTION OF A DIM ROAD LEADING SOUTH, 72 FEET
 DT0387'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 DT0387'AND SET IN THE TOP OF A CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0114 ***********************************************************************
 DU0114  DESIGNATION -  X 15
 DU0114  PID         -  DU0114
 DU0114  STATE/COUNTY-  AZ/GRAHAM
 DU0114  USGS QUAD   -  CALVA (1989)
 DU0114
 DU0114                         *CURRENT SURVEY CONTROL
 DU0114  ___________________________________________________________________
 DU0114* NAD 83(1986)-  33 12 17.     (N)    110 14 16.     (W)     SCALED    
 DU0114* NAVD 88     -       776.334  (meters)    2547.02   (feet)  ADJUSTED  
 DU0114  ___________________________________________________________________
 DU0114  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DU0114  DYNAMIC HT  -         775.284 (meters)    2543.58  (feet)  COMP
 DU0114  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 DU0114
 DU0114  VERT ORDER  -  FIRST     CLASS II
 DU0114
 DU0114.The horizontal coordinates were scaled from a topographic map and have
 DU0114.an estimated accuracy of +/- 6 seconds.
 DU0114
 DU0114.The orthometric height was determined by differential leveling
 DU0114.and adjusted in June 1991.
 DU0114
 DU0114.The geoid height was determined by GEOID03.
 DU0114
 DU0114.The dynamic height is computed by dividing the NAVD 88
 DU0114.geopotential number by the normal gravity value computed on the
 DU0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0114.degrees latitude (g = 980.6199 gals.).
 DU0114
 DU0114.The modeled gravity was interpolated from observed gravity values.
 DU0114
 DU0114;                    North         East    Units  Estimated Accuracy
 DU0114;SPC AZ E     -   244,460.      206,730.      MT  (+/- 180 meters Scaled)
 DU0114
 DU0114                          SUPERSEDED SURVEY CONTROL
 DU0114
 DU0114  NGVD 29 (??/??/92)  775.758  (m)         2545.13   (f) ADJ UNCH    1 2
 DU0114
 DU0114.Superseded values are not recommended for survey control.
 DU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0114.See file dsdata.txt to determine how the superseded data were derived.
 DU0114
 DU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB710742(NAD 83)
 DU0114_MARKER: DB = BENCH MARK DISK
 DU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0114_STAMPING: 2545.133 X 15 1933
 DU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0114+STABILITY: SURFACE MOTION
 DU0114
 DU0114  HISTORY     - Date     Condition        Report By
 DU0114  HISTORY     - 1933     MONUMENTED       CGS
 DU0114
 DU0114                          STATION DESCRIPTION
 DU0114
 DU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0114'10.0 MI NW FROM BYLAS.
 DU0114'ON SOUTHERN PACIFIC RIGHT OF WAY, 100 FEET SOUTH OF MILEPOST 1180, 30
 DU0114'FEET SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0588 ***********************************************************************
 CY0588  DESIGNATION -  X 153
 CY0588  PID         -  CY0588
 CY0588  STATE/COUNTY-  AZ/GRAHAM
 CY0588  USGS QUAD   -  PIMA (1985)
 CY0588
 CY0588                         *CURRENT SURVEY CONTROL
 CY0588  ___________________________________________________________________
 CY0588* NAD 83(1986)-  32 53 36.     (N)    109 49 36.     (W)     SCALED    
 CY0588* NAVD 88     -       865.171  (meters)    2838.48   (feet)  ADJUSTED  
 CY0588  ___________________________________________________________________
 CY0588  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CY0588  DYNAMIC HT  -         863.966 (meters)    2834.53  (feet)  COMP
 CY0588  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 CY0588
 CY0588  VERT ORDER  -  FIRST     CLASS II
 CY0588
 CY0588.The horizontal coordinates were scaled from a topographic map and have
 CY0588.an estimated accuracy of +/- 6 seconds.
 CY0588
 CY0588.The orthometric height was determined by differential leveling
 CY0588.and adjusted in June 1991.
 CY0588
 CY0588.The geoid height was determined by GEOID03.
 CY0588
 CY0588.The dynamic height is computed by dividing the NAVD 88
 CY0588.geopotential number by the normal gravity value computed on the
 CY0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0588.degrees latitude (g = 980.6199 gals.).
 CY0588
 CY0588.The modeled gravity was interpolated from observed gravity values.
 CY0588
 CY0588;                    North         East    Units  Estimated Accuracy
 CY0588;SPC AZ E     -   209,970.      245,170.      MT  (+/- 180 meters Scaled)
 CY0588
 CY0588                          SUPERSEDED SURVEY CONTROL
 CY0588
 CY0588  NGVD 29 (??/??/92)  864.571  (m)         2836.51   (f) ADJ UNCH    1 2
 CY0588
 CY0588.Superseded values are not recommended for survey control.
 CY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0588.See file dsdata.txt to determine how the superseded data were derived.
 CY0588
 CY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB097400(NAD 83)
 CY0588_MARKER: DB = BENCH MARK DISK
 CY0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0588_SP_SET: BANNISTER
 CY0588_STAMPING: X 153 1935
 CY0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CY0588+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CY0588
 CY0588  HISTORY     - Date     Condition        Report By
 CY0588  HISTORY     - 1935     MONUMENTED       CGS
 CY0588  HISTORY     - 1944     GOOD             NGS
 CY0588  HISTORY     - 1979     GOOD             NGS
 CY0588  HISTORY     - 20081009 GOOD             GEOCAC
 CY0588
 CY0588                          STATION DESCRIPTION
 CY0588
 CY0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CY0588'IN PIMA.
 CY0588'AT PIMA, GRAHAM COUNTY, AT THE PUBLIC SCHOOL, 7 FEET NORTH OF THE
 CY0588'CENTER OF THE WEST MAIN ENTRANCE, AND IN THE TOP OF THE NORTH CONCRETE
 CY0588'STAIR BANNISTER.  A STANDARD DISK, STAMPED X 153 1935.
 CY0588
 CY0588                          STATION RECOVERY (1979)
 CY0588
 CY0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0588'RECOVERED IN GOOD CONDITION.
 CY0588
 CY0588                          STATION RECOVERY (2008)
 CY0588
 CY0588'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0588'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0588'53.631' W109  49.615'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0278 ***********************************************************************
 DU0278  DESIGNATION -  X 17
 DU0278  PID         -  DU0278
 DU0278  STATE/COUNTY-  AZ/GILA
 DU0278  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU0278
 DU0278                         *CURRENT SURVEY CONTROL
 DU0278  ___________________________________________________________________
 DU0278* NAD 83(1986)-  33 12 45.     (N)    110 47 53.     (W)     SCALED    
 DU0278* NAVD 88     -      1275.58   (+/-2cm)    4185.0    (feet)  VERTCON   
 DU0278  ___________________________________________________________________
 DU0278  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DU0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0278
 DU0278.The horizontal coordinates were scaled from a topographic map and have
 DU0278.an estimated accuracy of +/- 6 seconds.
 DU0278
 DU0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0278.The vertical order pertains to the NGVD 29 superseded value.
 DU0278
 DU0278.The geoid height was determined by GEOID03.
 DU0278
 DU0278;                    North         East    Units  Estimated Accuracy
 DU0278;SPC AZ E     -   245,490.      154,500.      MT  (+/- 180 meters Scaled)
 DU0278
 DU0278                          SUPERSEDED SURVEY CONTROL
 DU0278
 DU0278  NGVD 29 (??/??/92) 1274.89   (m)         4182.7    (f) COMPUTED    2 0
 DU0278
 DU0278.Superseded values are not recommended for survey control.
 DU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0278.See file dsdata.txt to determine how the superseded data were derived.
 DU0278
 DU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB188748(NAD 83)
 DU0278_MARKER: DB = BENCH MARK DISK
 DU0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0278_STAMPING: 4182.751 X 17 1933
 DU0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0278+STABILITY: SURFACE MOTION
 DU0278
 DU0278  HISTORY     - Date     Condition        Report By
 DU0278  HISTORY     - 1933     MONUMENTED       CGS
 DU0278
 DU0278                          STATION DESCRIPTION
 DU0278
 DU0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0278'19.5 MI S FROM GLOBE.
 DU0278'POST AT SIDE OF HIGHWAY, 1.9 MILES SOUTH OF EL CAPITAN STORE, ON WEST
 DU0278'RIDGE OF EL CAPITAN CANYON, ON NORTHWEST SIDE OF HILL, 45 FEET
 DU0278'SOUTHEAST OF HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0299 ***********************************************************************
 CZ0299  DESIGNATION -  X 18
 CZ0299  PID         -  CZ0299
 CZ0299  STATE/COUNTY-  AZ/PINAL
 CZ0299  USGS QUAD   -  MAMMOTH (1972)
 CZ0299
 CZ0299                         *CURRENT SURVEY CONTROL
 CZ0299  ___________________________________________________________________
 CZ0299* NAD 83(1986)-  32 40 20.     (N)    110 42 45.     (W)     SCALED    
 CZ0299* NAVD 88     -      1091.60   (+/-2cm)    3581.4    (feet)  VERTCON   
 CZ0299  ___________________________________________________________________
 CZ0299  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CZ0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0299
 CZ0299.The horizontal coordinates were scaled from a topographic map and have
 CZ0299.an estimated accuracy of +/- 6 seconds.
 CZ0299
 CZ0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0299.The vertical order pertains to the NGVD 29 superseded value.
 CZ0299
 CZ0299.The geoid height was determined by GEOID03.
 CZ0299
 CZ0299;                    North         East    Units  Estimated Accuracy
 CZ0299;SPC AZ C     -   186,050.      326,300.      MT  (+/- 180 meters Scaled)
 CZ0299
 CZ0299                          SUPERSEDED SURVEY CONTROL
 CZ0299
 CZ0299  NGVD 29 (??/??/92) 1090.887  (m)         3579.02   (f) ADJ UNCH    2 0
 CZ0299
 CZ0299.Superseded values are not recommended for survey control.
 CZ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0299.See file dsdata.txt to determine how the superseded data were derived.
 CZ0299
 CZ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB269149(NAD 83)
 CZ0299_MARKER: DB = BENCH MARK DISK
 CZ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0299_STAMPING: 3579.104 X 18 1933
 CZ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0299+STABILITY: SURFACE MOTION
 CZ0299
 CZ0299  HISTORY     - Date     Condition        Report By
 CZ0299  HISTORY     - 1933     MONUMENTED       CGS
 CZ0299  HISTORY     - 1934     GOOD             NGS
 CZ0299
 CZ0299                          STATION DESCRIPTION
 CZ0299
 CZ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0299'6.3 MI SW FROM MAMMOTH.
 CZ0299'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 77 FROM MAMMOTH, PINAL COUNTY,
 CZ0299'6.2 MILES NORTHEAST OF ORACLE, 0.5 MILE NORTHEAST OF A CATTLE GUARD,
 CZ0299'250 FEET SOUTHWEST OF A SMALL MINE, ON A SMALL RIDGE, AND 50 FEET
 CZ0299'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 CZ0299'3579.104 X 18 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CZ0299'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0368 ***********************************************************************
 DU0368  DESIGNATION -  X 19
 DU0368  PID         -  DU0368
 DU0368  STATE/COUNTY-  AZ/GILA
 DU0368  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0368
 DU0368                         *CURRENT SURVEY CONTROL
 DU0368  ___________________________________________________________________
 DU0368* NAD 83(1986)-  33 40 58.     (N)    111 10 15.     (W)     SCALED    
 DU0368* NAVD 88     -       685.997  (meters)    2250.64   (feet)  ADJUSTED  
 DU0368  ___________________________________________________________________
 DU0368  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DU0368  DYNAMIC HT  -         685.130 (meters)    2247.80  (feet)  COMP
 DU0368  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 DU0368
 DU0368  VERT ORDER  -  FIRST     CLASS II
 DU0368
 DU0368.The horizontal coordinates were scaled from a topographic map and have
 DU0368.an estimated accuracy of +/- 6 seconds.
 DU0368
 DU0368.The orthometric height was determined by differential leveling
 DU0368.and adjusted in June 1991.
 DU0368.WARNING-Repeat measurements at this control monument indicate possible
 DU0368.vertical movement.
 DU0368
 DU0368.The geoid height was determined by GEOID03.
 DU0368
 DU0368.The dynamic height is computed by dividing the NAVD 88
 DU0368.geopotential number by the normal gravity value computed on the
 DU0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0368.degrees latitude (g = 980.6199 gals.).
 DU0368
 DU0368.The modeled gravity was interpolated from observed gravity values.
 DU0368
 DU0368;                    North         East    Units  Estimated Accuracy
 DU0368;SPC AZ E     -   297,920.      120,250.      MT  (+/- 180 meters Scaled)
 DU0368
 DU0368                          SUPERSEDED SURVEY CONTROL
 DU0368
 DU0368  NGVD 29 (??/??/92)  685.454  (m)         2248.86   (f) ADJ UNCH    1 2
 DU0368
 DU0368.Superseded values are not recommended for survey control.
 DU0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0368.See file dsdata.txt to determine how the superseded data were derived.
 DU0368
 DU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC841269(NAD 83)
 DU0368_MARKER: DB = BENCH MARK DISK
 DU0368_SETTING: 66 = SET IN ROCK OUTCROP
 DU0368_SP_SET: SEDIMENTARY ROCK
 DU0368_STAMPING: 2248.860 X 19 1933
 DU0368_MARK LOGO: CGS   
 DU0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0368+STABILITY: POSITION/ELEVATION WELL
 DU0368
 DU0368  HISTORY     - Date     Condition        Report By
 DU0368  HISTORY     - 1933     MONUMENTED       CGS
 DU0368  HISTORY     - 1963     GOOD             NGS
 DU0368  HISTORY     - 1968     GOOD             NGS
 DU0368  HISTORY     - 1983     GOOD             NGS
 DU0368
 DU0368                          STATION DESCRIPTION
 DU0368
 DU0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0368'3.5 MI NW FROM ROOSEVELT.
 DU0368'3.5 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO PAYSON FROM THE POST
 DU0368'OFFICE AT ROOSEVELT, GILA COUNTY, ON THE WEST SIDE OF A SMALL RAVINE
 DU0368'RUNNING NORTH, 30 FEET WEST OF A CULVERT, 42 FEET SOUTHWEST OF THE
 DU0368'CENTERLINE OF THE OLD HIGHWAY, 260 FEET SOUTHWEST OF THE PRESENT
 DU0368'HIGHWAY, IN A LARGE SEDIMENTARY ROCK, AND 2 FEET ABOVE THE OLD
 DU0368'HIGHWAY, AND 27 FEET ABOVE THE PRESENT HIGHWAY.  A STANDARD DISK,
 DU0368'STAMPED 2248.860 X 19 1933.
 DU0368
 DU0368                          STATION RECOVERY (1968)
 DU0368
 DU0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DU0368'RECOVERED IN GOOD CONDITION.
 DU0368
 DU0368                          STATION RECOVERY (1983)
 DU0368
 DU0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0368'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0368'2.1 KM (1.3 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU0368'ROOSEVELT DAM, THENCE 0.1 KM (0.05 MI) WEST ALONG THE OLD HIGHWAY
 DU0368'GRADE, IN TOP OF A SMALL LEDGE OF OUTCROP PROJECTING 2 FEET FROM THE
 DU0368'WEST SLOPE OF A RAVINE AND ON THE OUTSIDE OF A HAIRPIN CURVE, 0.25 KM
 DU0368'(0.15 MI) NORTHWEST OF MILEPOST 243, 12.8 METERS (42 FT) SOUTHWEST OF
 DU0368'THE CENTER OF THE OLD HIGHWAY GRADE, 79.2 METERS (260 FT) SOUTHWEST OF
 DU0368'THE NEW HIGHWAY CENTERLINE, 9.1 METERS (30 FT) WEST OF THE SOUTH END
 DU0368'OF TWO 24 INCH CONCRETE CULVERTS.
 DU0368'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DU0368'THE MARK IS 0.6 M ABOVE THE OLD HIGHWAY GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0276 ***********************************************************************
 ES0276  DESIGNATION -  X 20
 ES0276  PID         -  ES0276
 ES0276  STATE/COUNTY-  AZ/GILA
 ES0276  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0276
 ES0276                         *CURRENT SURVEY CONTROL
 ES0276  ___________________________________________________________________
 ES0276* NAD 83(1986)-  34 10 07.     (N)    111 20 31.     (W)     SCALED    
 ES0276* NAVD 88     -      1390.772  (meters)    4562.89   (feet)  ADJUSTED  
 ES0276  ___________________________________________________________________
 ES0276  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 ES0276  DYNAMIC HT  -        1388.919 (meters)    4556.81  (feet)  COMP
 ES0276  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 ES0276
 ES0276  VERT ORDER  -  FIRST     CLASS II
 ES0276
 ES0276.The horizontal coordinates were scaled from a topographic map and have
 ES0276.an estimated accuracy of +/- 6 seconds.
 ES0276
 ES0276.The orthometric height was determined by differential leveling
 ES0276.and adjusted in June 1991.
 ES0276
 ES0276.The geoid height was determined by GEOID03.
 ES0276
 ES0276.The dynamic height is computed by dividing the NAVD 88
 ES0276.geopotential number by the normal gravity value computed on the
 ES0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0276.degrees latitude (g = 980.6199 gals.).
 ES0276
 ES0276.The modeled gravity was interpolated from observed gravity values.
 ES0276
 ES0276;                    North         East    Units  Estimated Accuracy
 ES0276;SPC AZ E     -   351,980.      105,010.      MT  (+/- 180 meters Scaled)
 ES0276
 ES0276                          SUPERSEDED SURVEY CONTROL
 ES0276
 ES0276  NGVD 29 (??/??/92) 1390.092  (m)         4560.66   (f) ADJ UNCH    1 2
 ES0276
 ES0276.Superseded values are not recommended for survey control.
 ES0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0276.See file dsdata.txt to determine how the superseded data were derived.
 ES0276
 ES0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC684809(NAD 83)
 ES0276_MARKER: DB = BENCH MARK DISK
 ES0276_SETTING: 80 = SET IN A BOULDER
 ES0276_STAMPING: 4560.660 X 20 1933
 ES0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0276+STABILITY: SURFACE MOTION
 ES0276
 ES0276  HISTORY     - Date     Condition        Report By
 ES0276  HISTORY     - 1933     MONUMENTED       CGS
 ES0276  HISTORY     - 1972     GOOD             USGS
 ES0276  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0276  HISTORY     - 20080307 GOOD             GEOCAC
 ES0276
 ES0276                          STATION DESCRIPTION
 ES0276
 ES0276'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0276'5.5 MI S FROM PAYSON.
 ES0276'PAYSON POST OFFICE, 0.6 MILES EAST ON MAIN ST., THENCE 4.1 MILES SOUTH
 ES0276'ON HIGHWAY 87 JUST PAST POINT OF BEGINNING OF DIVIDED HIGHWAY TO A
 ES0276'TRACK ROAD RIGHT, THENCE SOUTHWEST ON SAID TRACK ROAD FOR 0.85 MILES
 ES0276'TO A DRAIN CROSSING, AT THE NORTHEAST EDGE OF A LARGE HORSESHOE CURVE,
 ES0276'20 FEET NORTHEAST OF THE CENTERLINE ROAD, 9 FEET SOUTHEAST OF DRAIN,
 ES0276'AND 3.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD. A STANDARD USC
 ES0276'AND GS DISK SET VERTICALLY IN A GRANITE BOULDER STAMPED AS PER ABOVE.
 ES0276
 ES0276                          STATION RECOVERY (1982)
 ES0276
 ES0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0276'NOT RECOVERED.
 ES0276
 ES0276                          STATION RECOVERY (2008)
 ES0276
 ES0276'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0276'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0276'THE DESCRIPTION - THE MARK AND GRANITE BOULDER ARE OBSCURED BY AN
 ES0276'EVERGREEN TREE. HANDHELD COORDINATES
 ES0276'34 10 08.3 (N)   111 20 32.8 (W)  (NAD 83).
 ES0276' 
 ES0276'UPDATED TO REACH FOLLOWS - FROM THE OLD PAYSON ROAD EXIT OFF OF
 ES0276'ARIZONA STATE HIGHWAY 87, TAKE OLD PAYSON ROAD SOUTH (FS 537) FOR 0.8
 ES0276'MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0461 ***********************************************************************
 DU0461  DESIGNATION -  X 21
 DU0461  PID         -  DU0461
 DU0461  STATE/COUNTY-  AZ/PINAL
 DU0461  USGS QUAD   -  GOLDFIELD (1981)
 DU0461
 DU0461                         *CURRENT SURVEY CONTROL
 DU0461  ___________________________________________________________________
 DU0461* NAD 83(1986)-  33 27 31.     (N)    111 29 14.     (W)     SCALED    
 DU0461* NAVD 88     -       619.279  (meters)    2031.75   (feet)  ADJUSTED  
 DU0461  ___________________________________________________________________
 DU0461  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DU0461  DYNAMIC HT  -         618.509 (meters)    2029.22  (feet)  COMP
 DU0461  MODELED GRAV-     979,374.1   (mgal)                       NAVD 88
 DU0461
 DU0461  VERT ORDER  -  FIRST     CLASS II
 DU0461
 DU0461.The horizontal coordinates were scaled from a topographic map and have
 DU0461.an estimated accuracy of +/- 6 seconds.
 DU0461
 DU0461.The orthometric height was determined by differential leveling
 DU0461.and adjusted in June 1991.
 DU0461
 DU0461.The geoid height was determined by GEOID03.
 DU0461
 DU0461.The dynamic height is computed by dividing the NAVD 88
 DU0461.geopotential number by the normal gravity value computed on the
 DU0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0461.degrees latitude (g = 980.6199 gals.).
 DU0461
 DU0461.The modeled gravity was interpolated from observed gravity values.
 DU0461
 DU0461;                    North         East    Units  Estimated Accuracy
 DU0461;SPC AZ C     -   272,690.      253,280.      MT  (+/- 180 meters Scaled)
 DU0461
 DU0461                          SUPERSEDED SURVEY CONTROL
 DU0461
 DU0461  NGVD 29 (??/??/92)  618.419  (m)         2028.93   (f) ADJ UNCH    1 2
 DU0461
 DU0461.Superseded values are not recommended for survey control.
 DU0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0461.See file dsdata.txt to determine how the superseded data were derived.
 DU0461
 DU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC547022(NAD 83)
 DU0461_MARKER: DB = BENCH MARK DISK
 DU0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0461_STAMPING: X 21 1933
 DU0461_PROJECTION: PROJECTING 30 CENTIMETERS
 DU0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0461+STABILITY: SURFACE MOTION
 DU0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0461+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 DU0461
 DU0461  HISTORY     - Date     Condition        Report By
 DU0461  HISTORY     - 1933     MONUMENTED       CGS
 DU0461  HISTORY     - 1948     GOOD             NGS
 DU0461  HISTORY     - 1980     GOOD             NGS
 DU0461  HISTORY     - 20011212 GOOD             INDIV
 DU0461  HISTORY     - 20060812 GOOD             GEOCAC
 DU0461  HISTORY     - 20070324 GOOD             USPSQD
 DU0461  HISTORY     - 20081022 GOOD             GEOCAC
 DU0461
 DU0461                          STATION DESCRIPTION
 DU0461
 DU0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0461'4.6 MI NE FROM APACHE JUNCTION.
 DU0461'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0461'JUNCTION, ABOUT 850 FEET EAST OF THE GOLDFIELD MINE, 55.4 FEET WEST OF
 DU0461'THE CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTH OF A WHITE WOODEN
 DU0461'WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 DU0461'A CONCRETE POST PROJECTING 8 INCHES.
 DU0461
 DU0461                          STATION RECOVERY (1980)
 DU0461
 DU0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0461'7.6 KM (4.7 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0461'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, 1.0 KM (0.65 MI) SOUTHWEST OF
 DU0461'THE PINAL-MARICOPA COUNTY LINE, 0.6 KM (0.4 MI) SOUTHWEST OF HIGHWAY
 DU0461'MILEPOST 201, 0.25 KM (0.15 MI) NORTH OF THE BLUEBIRD MINE, 0.2 KM
 DU0461'(0.1 MI) NORTH OF THE SMALL STORE AT GOLDFIELD, 16.9 METERS
 DU0461'(55.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 45.7 METERS (150 FT)
 DU0461'SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING TO THE GOLDFIELD MINE,
 DU0461'23.2 METERS (76.0 FT) EAST OF A POWER POLE WITH ONE GUY WIRE.
 DU0461'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DU0461'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DU0461
 DU0461                          STATION RECOVERY (2001)
 DU0461
 DU0461'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAL)
 DU0461'RECOVERED AS DESCRIBED
 DU0461
 DU0461                          STATION RECOVERY (2006)
 DU0461
 DU0461'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0461'RECOVERED IN GOOD CONDITION.
 DU0461
 DU0461                          STATION RECOVERY (2007)
 DU0461
 DU0461'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0461'RECOVERED AS DESCRIBED.
 DU0461
 DU0461                          STATION RECOVERY (2008)
 DU0461
 DU0461'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0461'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES
 DU0461'OF N 33 27.531' W 111 29.240'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0809 ***********************************************************************
 DU0809  DESIGNATION -  X 22
 DU0809  PID         -  DU0809
 DU0809  STATE/COUNTY-  AZ/MARICOPA
 DU0809  USGS QUAD   -  GILA BUTTE NW (1981)
 DU0809
 DU0809                         *CURRENT SURVEY CONTROL
 DU0809  ___________________________________________________________________
 DU0809* NAD 83(1986)-  33 13 25.     (N)    111 59 13.     (W)     SCALED    
 DU0809* NAVD 88     -       347.82   (+/-2cm)    1141.1    (feet)  VERTCON   
 DU0809  ___________________________________________________________________
 DU0809  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DU0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0809
 DU0809.The horizontal coordinates were scaled from a topographic map and have
 DU0809.an estimated accuracy of +/- 6 seconds.
 DU0809
 DU0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0809.The vertical order pertains to the NGVD 29 superseded value.
 DU0809
 DU0809.The geoid height was determined by GEOID03.
 DU0809
 DU0809;                    North         East    Units  Estimated Accuracy
 DU0809;SPC AZ C     -   246,550.      206,810.      MT  (+/- 180 meters Scaled)
 DU0809
 DU0809                          SUPERSEDED SURVEY CONTROL
 DU0809
 DU0809  NGVD 29 (??/??/92)  347.290  (m)         1139.40   (f) ADJ UNCH    2 0
 DU0809
 DU0809.Superseded values are not recommended for survey control.
 DU0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0809.See file dsdata.txt to determine how the superseded data were derived.
 DU0809
 DU0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB080765(NAD 83)
 DU0809_MARKER: DB = BENCH MARK DISK
 DU0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0809_STAMPING: X 22 1933
 DU0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0809+STABILITY: SURFACE MOTION
 DU0809
 DU0809  HISTORY     - Date     Condition        Report By
 DU0809  HISTORY     - 1933     MONUMENTED       CGS
 DU0809  HISTORY     - 1948     GOOD             NGS
 DU0809  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DU0809
 DU0809                          STATION DESCRIPTION
 DU0809
 DU0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0809'12.2 MI N FROM MARICOPA.
 DU0809'12.2 MILES NORTH ALONG THE OLD RAILROAD BED FROM THE POST OFFICE AT
 DU0809'MARICOPA, 131 FEET NORTHEAST OF MILE POST 929, 51.5 FEET EAST OF THE
 DU0809'CENTER LINE OF THE OLD RAILROAD BED, 17.6 FEET NORTH OF A TELEPHONE
 DU0809'POLE, ABOUT LEVEL WITH THE ROAD AND 2.1 FEET SOUTH OF A WHITE WOODEN
 DU0809'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 DU0809'ABOVE THE GROUND.
 DU0809
 DU0809                          STATION RECOVERY (2007)
 DU0809
 DU0809'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0809'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DU0809'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0256 ***********************************************************************
 DV0256  DESIGNATION -  X 23
 DV0256  PID         -  DV0256
 DV0256  STATE/COUNTY-  AZ/MARICOPA
 DV0256  USGS QUAD   -  CALDERWOOD BUTTE (1981)
 DV0256
 DV0256                         *CURRENT SURVEY CONTROL
 DV0256  ___________________________________________________________________
 DV0256* NAD 83(1986)-  33 39 30.     (N)    112 22 30.     (W)     SCALED    
 DV0256* NAVD 88     -       382.90   (+/-2cm)    1256.2    (feet)  VERTCON   
 DV0256  ___________________________________________________________________
 DV0256  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DV0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0256
 DV0256.The horizontal coordinates were scaled from a topographic map and have
 DV0256.an estimated accuracy of +/- 6 seconds.
 DV0256
 DV0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0256.The vertical order pertains to the NGVD 29 superseded value.
 DV0256
 DV0256.The geoid height was determined by GEOID03.
 DV0256
 DV0256;                    North         East    Units  Estimated Accuracy
 DV0256;SPC AZ C     -   294,850.      170,850.      MT  (+/- 180 meters Scaled)
 DV0256
 DV0256                          SUPERSEDED SURVEY CONTROL
 DV0256
 DV0256  NGVD 29 (??/??/92)  382.336  (m)         1254.38   (f) ADJ UNCH    2 0
 DV0256
 DV0256.Superseded values are not recommended for survey control.
 DV0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0256.See file dsdata.txt to determine how the superseded data were derived.
 DV0256
 DV0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC725251(NAD 83)
 DV0256_MARKER: DB = BENCH MARK DISK
 DV0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0256_STAMPING: X 23 1933
 DV0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0256+STABILITY: SURFACE MOTION
 DV0256
 DV0256  HISTORY     - Date     Condition        Report By
 DV0256  HISTORY     - 1933     MONUMENTED       CGS
 DV0256  HISTORY     - 1939     GOOD             NGS
 DV0256  HISTORY     - 20061205 MARK NOT FOUND   INDIV
 DV0256
 DV0256                          STATION DESCRIPTION
 DV0256
 DV0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0256'0.8 MI SE FROM BEARDSLEY.
 DV0256'CONCRETE POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 90 FEET
 DV0256'SOUTHWEST OF MILEPOST 170, 50 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0256
 DV0256                          STATION RECOVERY (1939)
 DV0256
 DV0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DV0256'RECOVERED IN GOOD CONDITION.
 DV0256
 DV0256                          STATION RECOVERY (2006)
 DV0256
 DV0256'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MK)
 DV0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0963 ***********************************************************************
 DV0963  DESIGNATION -  X 24
 DV0963  PID         -  DV0963
 DV0963  STATE/COUNTY-  AZ/YAVAPAI
 DV0963  USGS QUAD   -  OUTLAW HILL (1990)
 DV0963
 DV0963                         *CURRENT SURVEY CONTROL
 DV0963  ___________________________________________________________________
 DV0963* NAD 83(1986)-  33 59 19.     (N)    112 58 09.     (W)     SCALED    
 DV0963* NAVD 88     -       736.15   (+/-2cm)    2415.2    (feet)  VERTCON   
 DV0963  ___________________________________________________________________
 DV0963  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV0963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0963
 DV0963.The horizontal coordinates were scaled from a topographic map and have
 DV0963.an estimated accuracy of +/- 6 seconds.
 DV0963
 DV0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0963.The vertical order pertains to the NGVD 29 superseded value.
 DV0963
 DV0963.The geoid height was determined by GEOID03.
 DV0963
 DV0963;                    North         East    Units  Estimated Accuracy
 DV0963;SPC AZ C     -   331,890.      116,120.      MT  (+/- 180 meters Scaled)
 DV0963
 DV0963                          SUPERSEDED SURVEY CONTROL
 DV0963
 DV0963  NGVD 29 (??/??/92)  735.450  (m)         2412.89   (f) ADJ UNCH    2 0
 DV0963
 DV0963.Superseded values are not recommended for survey control.
 DV0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0963.See file dsdata.txt to determine how the superseded data were derived.
 DV0963
 DV0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC181626(NAD 83)
 DV0963_MARKER: DB = BENCH MARK DISK
 DV0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0963_STAMPING: X 24 1933
 DV0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0963+STABILITY: SURFACE MOTION
 DV0963
 DV0963  HISTORY     - Date     Condition        Report By
 DV0963  HISTORY     - 1933     MONUMENTED       CGS
 DV0963  HISTORY     - 1934     GOOD             NGS
 DV0963
 DV0963                          STATION DESCRIPTION
 DV0963
 DV0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0963'9.9 MI W FROM MATTHIE.
 DV0963'9.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0963'MATTHIE JUNCTION, 3.8 MILES WEST OF THE SIDING AT DIVIDE, 30 FEET
 DV0963'NORTH OF MILEPOST 10, AND 63 FEET NORTH OF THE CENTERLINE OF THE
 DV0963'TRACK.  A STANDARD DISK, STAMPED X 24 1933 AND SET IN THE TOP OF A
 DV0963'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0396 ***********************************************************************
 ET0396  DESIGNATION -  X 25
 ET0396  PID         -  ET0396
 ET0396  STATE/COUNTY-  AZ/YAVAPAI
 ET0396  USGS QUAD   -  CONGRESS (1969)
 ET0396
 ET0396                         *CURRENT SURVEY CONTROL
 ET0396  ___________________________________________________________________
 ET0396* NAD 83(1986)-  34 10 34.     (N)    112 50 15.     (W)     SCALED    
 ET0396* NAVD 88     -       953.06   (+/-2cm)    3126.8    (feet)  VERTCON   
 ET0396  ___________________________________________________________________
 ET0396  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 ET0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0396
 ET0396.The horizontal coordinates were scaled from a topographic map and have
 ET0396.an estimated accuracy of +/- 6 seconds.
 ET0396
 ET0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0396.The vertical order pertains to the NGVD 29 superseded value.
 ET0396
 ET0396.The geoid height was determined by GEOID03.
 ET0396
 ET0396;                    North         East    Units  Estimated Accuracy
 ET0396;SPC AZ C     -   352,570.      128,470.      MT  (+/- 180 meters Scaled)
 ET0396
 ET0396                          SUPERSEDED SURVEY CONTROL
 ET0396
 ET0396  NGVD 29 (??/??/92)  952.293  (m)         3124.31   (f) ADJ UNCH    2 0
 ET0396
 ET0396.Superseded values are not recommended for survey control.
 ET0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0396.See file dsdata.txt to determine how the superseded data were derived.
 ET0396
 ET0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC306832(NAD 83)
 ET0396_MARKER: DB = BENCH MARK DISK
 ET0396_SETTING: 80 = SET IN A BOULDER
 ET0396_SP_SET: BOULDER
 ET0396_STAMPING: X 25 1933
 ET0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0396+STABILITY: SURFACE MOTION
 ET0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0396+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0396
 ET0396  HISTORY     - Date     Condition        Report By
 ET0396  HISTORY     - 1933     MONUMENTED       CGS
 ET0396  HISTORY     - 1933     GOOD             NGS
 ET0396  HISTORY     - 20080526 GOOD             GEOCAC
 ET0396
 ET0396                          STATION DESCRIPTION
 ET0396
 ET0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ET0396'1.9 MI N FROM CONGRESS JUNCTION.
 ET0396'AT SIDE OF A.T. AND S.F. RY., 0.4 MILES EAST OF MILEPOST 122, AT SOUTH
 ET0396'BASE OF HIGH ROCK RIDGE, 700 FEET WEST OF CONCRETE RESERVOIR, ON
 ET0396'BOULDER IN GRANITE OUTCROP, 60 FEET SOUTHEAST OF RAILROAD CENTER-LINE,
 ET0396'OUTSIDE OF CURVE.
 ET0396
 ET0396                          STATION RECOVERY (2008)
 ET0396
 ET0396'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0396'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0396'10.572' W112 50.257'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0376 ***********************************************************************
 FS0376  DESIGNATION -  X 253
 FS0376  PID         -  FS0376
 FS0376  STATE/COUNTY-  AZ/MOHAVE
 FS0376  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS0376
 FS0376                         *CURRENT SURVEY CONTROL
 FS0376  ___________________________________________________________________
 FS0376* NAD 83(1986)-  35 59 37.     (N)    114 28 33.     (W)     SCALED    
 FS0376* NAVD 88     -       437.909  (meters)    1436.71   (feet)  POSTED    
 FS0376  ___________________________________________________________________
 FS0376  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0376  DYNAMIC HT  -         437.470 (meters)    1435.27  (feet)  COMP
 FS0376  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 FS0376
 FS0376  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0376
 FS0376.The horizontal coordinates were scaled from a topographic map and have
 FS0376.an estimated accuracy of +/- 6 seconds.
 FS0376
 FS0376.The orthometric height was determined by differential leveling
 FS0376.and adjusted by the  in 1992.
 FS0376.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0376.rate of 0.0 thru 1.0 mm/km.
 FS0376
 FS0376.The geoid height was determined by GEOID03.
 FS0376
 FS0376.The dynamic height is computed by dividing the NAVD 88
 FS0376.geopotential number by the normal gravity value computed on the
 FS0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0376.degrees latitude (g = 980.6199 gals.).
 FS0376
 FS0376.The modeled gravity was interpolated from observed gravity values.
 FS0376
 FS0376;                    North         East    Units  Estimated Accuracy
 FS0376;SPC AZ W     -   554,070.      147,920.      MT  (+/- 180 meters Scaled)
 FS0376
 FS0376                          SUPERSEDED SURVEY CONTROL
 FS0376
 FS0376  NGVD 29 (??/??/92)  437.190  (m)         1434.35   (f) ADJ UNCH    1 1
 FS0376
 FS0376.Superseded values are not recommended for survey control.
 FS0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0376.See file dsdata.txt to determine how the superseded data were derived.
 FS0376
 FS0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV275861(NAD 83)
 FS0376_MARKER: DB = BENCH MARK DISK
 FS0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0376_STAMPING: X 253 1941
 FS0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0376+STABILITY: SURFACE MOTION
 FS0376
 FS0376  HISTORY     - Date     Condition        Report By
 FS0376  HISTORY     - 1941     MONUMENTED       CGS
 FS0376  HISTORY     - 1950     GOOD             NGS
 FS0376  HISTORY     - 1963     GOOD             NGS
 FS0376
 FS0376                          STATION DESCRIPTION
 FS0376
 FS0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0376'4.9 MI S FROM MOUTH OF DETRITAL WASH.
 FS0376'4.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0376'MEAD, 77 FEET WEST OF THE WEST BANK, AT THE EDGE OF THE HIGHWATER
 FS0376'MARK, 36 FEET SOUTH OF THE SOUTH BANK OF A WASH LEADING EAST,
 FS0376'2.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 FS0376'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0376
 FS0376                          STATION RECOVERY (1963)
 FS0376
 FS0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0484 ***********************************************************************
 FS0484  DESIGNATION -  X 254
 FS0484  PID         -  FS0484
 FS0484  STATE/COUNTY-  AZ/MOHAVE
 FS0484  USGS QUAD   -  MT TIPTON NW (1980)
 FS0484
 FS0484                         *CURRENT SURVEY CONTROL
 FS0484  ___________________________________________________________________
 FS0484* NAD 83(1986)-  35 44 34.     (N)    114 09 18.     (W)     SCALED    
 FS0484* NAVD 88     -       944.274  (meters)    3098.01   (feet)  POSTED    
 FS0484  ___________________________________________________________________
 FS0484  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FS0484  DYNAMIC HT  -         943.210 (meters)    3094.51  (feet)  COMP
 FS0484  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 FS0484
 FS0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0484
 FS0484.The horizontal coordinates were scaled from a topographic map and have
 FS0484.an estimated accuracy of +/- 6 seconds.
 FS0484
 FS0484.The orthometric height was determined by differential leveling
 FS0484.and adjusted by the  in 1992.
 FS0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0484.rate of 0.0 thru 1.0 mm/km.
 FS0484
 FS0484.The geoid height was determined by GEOID03.
 FS0484
 FS0484.The dynamic height is computed by dividing the NAVD 88
 FS0484.geopotential number by the normal gravity value computed on the
 FS0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0484.degrees latitude (g = 980.6199 gals.).
 FS0484
 FS0484.The modeled gravity was interpolated from observed gravity values.
 FS0484
 FS0484;                    North         East    Units  Estimated Accuracy
 FS0484;SPC AZ W     -   526,070.      176,730.      MT  (+/- 180 meters Scaled)
 FS0484
 FS0484                          SUPERSEDED SURVEY CONTROL
 FS0484
 FS0484  NGVD 29 (??/??/92)  943.513  (m)         3095.51   (f) ADJ UNCH    1 1
 FS0484
 FS0484.Superseded values are not recommended for survey control.
 FS0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0484.See file dsdata.txt to determine how the superseded data were derived.
 FS0484
 FS0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV572591(NAD 83)
 FS0484_MARKER: DB = BENCH MARK DISK
 FS0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0484_STAMPING: X 254 1941
 FS0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0484+STABILITY: SURFACE MOTION
 FS0484
 FS0484  HISTORY     - Date     Condition        Report By
 FS0484  HISTORY     - 1941     MONUMENTED       CGS
 FS0484  HISTORY     - 1950     GOOD             NGS
 FS0484
 FS0484                          STATION DESCRIPTION
 FS0484
 FS0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0484'30.3 MI N FROM GRASSHOPPER JUNCTION.
 FS0484'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0484'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 19.3 MILES
 FS0484'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, IN A
 FS0484'CLEARING, NEAR THE TOP OF A GRADE, 86 FEET EAST OF THE CENTER
 FS0484'LINE OF THE ROAD, 20 FEET SOUTHWEST OF A 20-INCH JOSHUA TREE,
 FS0484'3.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FS0484'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 FS0484'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0561 ***********************************************************************
 ET0561  DESIGNATION -  X 255
 ET0561  PID         -  ET0561
 ET0561  STATE/COUNTY-  AZ/YAVAPAI
 ET0561  USGS QUAD   -  WINEGLASS RANCH (1979)
 ET0561
 ET0561                         *CURRENT SURVEY CONTROL
 ET0561  ___________________________________________________________________
 ET0561* NAD 83(1986)-  34 53 42.     (N)    112 30 20.     (W)     SCALED    
 ET0561* NAVD 88     -      1334.374  (meters)    4377.86   (feet)  POSTED    
 ET0561  ___________________________________________________________________
 ET0561  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 ET0561  DYNAMIC HT  -        1332.650 (meters)    4372.20  (feet)  COMP
 ET0561  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 ET0561
 ET0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0561
 ET0561.The horizontal coordinates were scaled from a topographic map and have
 ET0561.an estimated accuracy of +/- 6 seconds.
 ET0561
 ET0561.The orthometric height was determined by differential leveling
 ET0561.and adjusted in November 2005.
 ET0561.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0561.rate of 0.0 thru 1.0 mm/km.
 ET0561
 ET0561.The geoid height was determined by GEOID03.
 ET0561
 ET0561.The dynamic height is computed by dividing the NAVD 88
 ET0561.geopotential number by the normal gravity value computed on the
 ET0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0561.degrees latitude (g = 980.6199 gals.).
 ET0561
 ET0561.The modeled gravity was interpolated from observed gravity values.
 ET0561
 ET0561;                    North         East    Units  Estimated Accuracy
 ET0561;SPC AZ C     -   432,090.      159,540.      MT  (+/- 180 meters Scaled)
 ET0561
 ET0561                          SUPERSEDED SURVEY CONTROL
 ET0561
 ET0561  NGVD 29 (??/??/92) 1333.613  (m)         4375.36   (f) ADJ UNCH    2 0
 ET0561
 ET0561.Superseded values are not recommended for survey control.
 ET0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0561.See file dsdata.txt to determine how the superseded data were derived.
 ET0561
 ET0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD624624(NAD 83)
 ET0561_MARKER: DB = BENCH MARK DISK
 ET0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0561_STAMPING: X 255 1941
 ET0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0561+STABILITY: SURFACE MOTION
 ET0561
 ET0561  HISTORY     - Date     Condition        Report By
 ET0561  HISTORY     - 1941     MONUMENTED       CGS
 ET0561  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0561
 ET0561                          STATION DESCRIPTION
 ET0561
 ET0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0561'3.0 MI W FROM PAULDEN.
 ET0561'TO REACH FROM THE POST OFFICE AT PAULDEN-- GO 0.5 MILE NORTH ALONG
 ET0561'U.S. HIGHWAY NO. 89 TO THE INTERSECTION OF THE ROAD TO SIMMONS.
 ET0561'THENCE, GO 0.8 MILE WEST ALONG THE ROAD TO SIMMONS TO THE INTERSECTION
 ET0561'OF A ROAD LEADING NORTHWEST.  THENCE, CONTINUE WESTERLY ALONG THE ROAD
 ET0561'TO SIMMONS 1.7 MILES TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 ET0561'0.2 MILE WEST OF POINT WHERE TELEPHONE LINE CROSSES ROAD AND AT
 ET0561'SECTION CORNER NO. 5,6,31,32.  IT IS 146.0 FEET NORTH OF THE
 ET0561'CENTERLINE OF THE ROAD, 3.0 FEET EAST OF SECTION CORNER REFERENCE POST
 ET0561'PROJECTING 1.9 FEET, 2.8 FEET EAST OF FENCE CORNER AND 1.3 FEET SOUTH
 ET0561'OF 4-WIRE FENCE.  NOTE-- NO MARKER POST WAS SET AS THE SECTION CORNER
 ET0561'REFERENCE POST SERVES AS A LAND MARK.
 ET0561
 ET0561                          STATION RECOVERY (1974)
 ET0561
 ET0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1106 ***********************************************************************
 DA1106  DESIGNATION -  X 257
 DA1106  PID         -  DA1106
 DA1106  STATE/COUNTY-  AZ/YUMA
 DA1106  USGS QUAD   -  DATELAND (1982)
 DA1106
 DA1106                         *CURRENT SURVEY CONTROL
 DA1106  ___________________________________________________________________
 DA1106* NAD 83(1986)-  32 48 28.     (N)    113 31 48.     (W)     SCALED    
 DA1106* NAVD 88     -       137.13   (+/-2cm)     449.9    (feet)  VERTCON   
 DA1106  ___________________________________________________________________
 DA1106  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DA1106  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1106
 DA1106.The horizontal coordinates were scaled from a topographic map and have
 DA1106.an estimated accuracy of +/- 6 seconds.
 DA1106
 DA1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1106.The vertical order pertains to the NGVD 29 superseded value.
 DA1106
 DA1106.The geoid height was determined by GEOID03.
 DA1106
 DA1106;                    North         East    Units  Estimated Accuracy
 DA1106;SPC AZ W     -   200,460.      233,960.      MT  (+/- 180 meters Scaled)
 DA1106
 DA1106                          SUPERSEDED SURVEY CONTROL
 DA1106
 DA1106  NGVD 29 (??/??/92)  136.560  (m)          448.03   (f) ADJ UNCH    1 2
 DA1106
 DA1106.Superseded values are not recommended for survey control.
 DA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1106.See file dsdata.txt to determine how the superseded data were derived.
 DA1106
 DA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB631328(NAD 83)
 DA1106_MARKER: DB = BENCH MARK DISK
 DA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1106_STAMPING: X 257 1945
 DA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1106+STABILITY: SURFACE MOTION
 DA1106
 DA1106  HISTORY     - Date     Condition        Report By
 DA1106  HISTORY     - 1945     MONUMENTED       CGS
 DA1106  HISTORY     - 1965     GOOD             USGS
 DA1106
 DA1106                          STATION DESCRIPTION
 DA1106
 DA1106'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DA1106'4.7 MI W FROM AZTEC.
 DA1106'4.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA1106'WATER TANK AZTEC, AT DATELAND ARMY AIRFIELD, 0.1 MILE NORTH THROUGH
 DA1106'HIGHWAY UNDERPASS FROM DATELAND POST OFFICE, 0.5 MILE NORTHEAST ALONG
 DA1106'GRAVEL ROAD ON NORTHWEST SIDE OF U.S. HIGHWAY 80, 0.23 MILE ALONG OLD
 DA1106'ASPHALT ROAD TO CONCRETE RUNWAY OF FORMER DATELAND ARMY AIRFIELD, 450
 DA1106'FEET EAST ALONG SOUTH EDGE OF RUNWAY, 70 FEET SOUTH OF OLD CONCRETE
 DA1106'APRON, 3 FEET EAST OF WITNESS SIGN, IN TOP OF A CONCRETE POST
 DA1106'PROJECTING 0.1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0273 ***********************************************************************
 DV0273  DESIGNATION -  X 258
 DV0273  PID         -  DV0273
 DV0273  STATE/COUNTY-  AZ/MARICOPA
 DV0273  USGS QUAD   -  EL MIRAGE (1982)
 DV0273
 DV0273                         *CURRENT SURVEY CONTROL
 DV0273  ___________________________________________________________________
 DV0273* NAD 83(1986)-  33 30 59.     (N)    112 21 28.     (W)     SCALED    
 DV0273* NAVD 88     -       332.79   (+/-2cm)    1091.8    (feet)  VERTCON   
 DV0273  ___________________________________________________________________
 DV0273  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0273
 DV0273.The horizontal coordinates were scaled from a topographic map and have
 DV0273.an estimated accuracy of +/- 6 seconds.
 DV0273
 DV0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0273.The vertical order pertains to the NGVD 29 superseded value.
 DV0273
 DV0273.The geoid height was determined by GEOID03.
 DV0273
 DV0273;                    North         East    Units  Estimated Accuracy
 DV0273;SPC AZ C     -   279,110.      172,380.      MT  (+/- 180 meters Scaled)
 DV0273
 DV0273                          SUPERSEDED SURVEY CONTROL
 DV0273
 DV0273  NGVD 29 (??/??/92)  332.231  (m)         1089.99   (f) ADJ UNCH    2 0
 DV0273
 DV0273.Superseded values are not recommended for survey control.
 DV0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0273.See file dsdata.txt to determine how the superseded data were derived.
 DV0273
 DV0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC739093(NAD 83)
 DV0273_MARKER: DB = BENCH MARK DISK
 DV0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0273_STAMPING: X 258 1945
 DV0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0273+STABILITY: SURFACE MOTION
 DV0273
 DV0273  HISTORY     - Date     Condition        Report By
 DV0273  HISTORY     - 1945     MONUMENTED       CGS
 DV0273  HISTORY     - 1948     GOOD             NGS
 DV0273  HISTORY     - 1976     GOOD
 DV0273  HISTORY     - 20020625 MARK NOT FOUND   MCDOT
 DV0273  HISTORY     - 20070710 MARK NOT FOUND   GEOCAC
 DV0273
 DV0273                          STATION DESCRIPTION
 DV0273
 DV0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0273'1.5 MI N FROM LITCHFIELD PARK.
 DV0273'1.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT LITCHFIELD
 DV0273'PARK, MARICOPA COUNTY, 0.15 MILE NORTH OF THE SUMMIT OF A SMALL HILL,
 DV0273'32 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF THE LINE OF
 DV0273'A ROW OF POLES, 2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF WHITE WOODEN
 DV0273'WITNESS POST, AND 2 FEET HIGHER THAN THE ROAD.  AN IRON BENCH MARK
 DV0273'DISK, STAMPED X 258 1945 AND SET IN THE TOP OF A CONCRETE POST
 DV0273'PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK IS USED AS
 DV0273'AN AZIMUTH MARK FOR TRIANGULATION STATION LITCHFIELD 1935.
 DV0273
 DV0273                          STATION RECOVERY (1976)
 DV0273
 DV0273'RECOVERED 1976
 DV0273'RECOVERED IN GOOD CONDITION.
 DV0273
 DV0273                          STATION RECOVERY (2002)
 DV0273
 DV0273'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0273'SEARCHED FOR NOT FOUND
 DV0273
 DV0273                          STATION RECOVERY (2007)
 DV0273
 DV0273'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0273'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0273'MARK. THE SIDE OF THE ROAD HAS BEEN IMPROVED DUE TO THE DEVELOPMENT
 DV0273'BUILT ON THE NEIGHBORING LAND. THE DESCRIBED LOCATION IS UNDER THE
 DV0273'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AA3468 ***********************************************************************
 AA3468  DESIGNATION -  X 258 RESET
 AA3468  PID         -  AA3468
 AA3468  STATE/COUNTY-  AZ/MARICOPA
 AA3468  USGS QUAD   -  EL MIRAGE (1982)
 AA3468
 AA3468                         *CURRENT SURVEY CONTROL
 AA3468  ___________________________________________________________________
 AA3468* NAD 83(1986)-  33 30 59.     (N)    112 21 28.     (W)     SCALED    
 AA3468* NAVD 88     -       332.54   (+/-2cm)    1091.0    (feet)  VERTCON   
 AA3468  ___________________________________________________________________
 AA3468  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AA3468  VERT ORDER  -  THIRD (See Below)
 AA3468
 AA3468.The horizontal coordinates were scaled from a topographic map and have
 AA3468.an estimated accuracy of +/- 6 seconds.
 AA3468
 AA3468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3468.The vertical order pertains to the NGVD 29 superseded value.
 AA3468
 AA3468.The geoid height was determined by GEOID03.
 AA3468
 AA3468;                    North         East    Units  Estimated Accuracy
 AA3468;SPC AZ C     -   279,110.      172,380.      MT  (+/- 180 meters Scaled)
 AA3468
 AA3468                          SUPERSEDED SURVEY CONTROL
 AA3468
 AA3468  NGVD 29 (03/28/06)  331.99   (m)         1089.2    (f) RESET       3  
 AA3468
 AA3468.Superseded values are not recommended for survey control.
 AA3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3468.See file dsdata.txt to determine how the superseded data were derived.
 AA3468
 AA3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC739093(NAD 83)
 AA3468_MARKER: DV = VERTICAL CONTROL DISK
 AA3468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3468_STAMPING: X 258 RESET 1977
 AA3468_MARK LOGO: NGS   
 AA3468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3468+STABILITY: SURFACE MOTION
 AA3468
 AA3468  HISTORY     - Date     Condition        Report By
 AA3468  HISTORY     - 1977     MONUMENTED       NGS
 AA3468
 AA3468                          STATION DESCRIPTION
 AA3468
 AA3468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3468'1.5 MILES (2.4 KM) NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE IN
 AA3468'LITCHFIELD PARK TO THE MARK ON THE RIGHT, 0.15 MILE (0.24 KM) NORTH OF
 AA3468'A LOW HILL, 53.  FEET (16.2 M) EAST OF THE CENTERLINE OF THE OLD ROAD
 AA3468'AND 19 FEET (5.8 M) EAST OF A FENCELINE, 1 FOOT (0.3 M) WEST OF A
 AA3468'WITNESS POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0455 ***********************************************************************
 CZ0455  DESIGNATION -  X 259
 CZ0455  PID         -  CZ0455
 CZ0455  STATE/COUNTY-  AZ/PINAL
 CZ0455  USGS QUAD   -  VALLEY FARMS (1992)
 CZ0455
 CZ0455                         *CURRENT SURVEY CONTROL
 CZ0455  ___________________________________________________________________
 CZ0455* NAD 83(1986)-  32 58 26.     (N)    111 28 51.     (W)     SCALED    
 CZ0455* NAVD 88     -       446.24   (+/-2cm)    1464.0    (feet)  VERTCON   
 CZ0455  ___________________________________________________________________
 CZ0455  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CZ0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0455
 CZ0455.The horizontal coordinates were scaled from a topographic map and have
 CZ0455.an estimated accuracy of +/- 6 seconds.
 CZ0455
 CZ0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0455.The vertical order pertains to the NGVD 29 superseded value.
 CZ0455
 CZ0455.The geoid height was determined by GEOID03.
 CZ0455
 CZ0455;                    North         East    Units  Estimated Accuracy
 CZ0455;SPC AZ C     -   218,940.      254,100.      MT  (+/- 180 meters Scaled)
 CZ0455
 CZ0455                          SUPERSEDED SURVEY CONTROL
 CZ0455
 CZ0455  NGVD 29 (??/??/92)  445.751  (m)         1462.43   (f) ADJ UNCH    2 0
 CZ0455
 CZ0455.Superseded values are not recommended for survey control.
 CZ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0455.See file dsdata.txt to determine how the superseded data were derived.
 CZ0455
 CZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB550484(NAD 83)
 CZ0455_MARKER: DB = BENCH MARK DISK
 CZ0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0455_SP_SET: BRIDGE
 CZ0455_STAMPING: X 259 1945
 CZ0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0455
 CZ0455  HISTORY     - Date     Condition        Report By
 CZ0455  HISTORY     - 1945     MONUMENTED       CGS
 CZ0455  HISTORY     - 1963     MARK NOT FOUND   NGS
 CZ0455  HISTORY     - 20070106 MARK NOT FOUND   GEOCAC
 CZ0455
 CZ0455                          STATION DESCRIPTION
 CZ0455
 CZ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ0455'0.5 MI S FROM COOLIDGE.
 CZ0455'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ0455'STATION AT COOLIDGE, 1.9 MILES EAST ALONG A COUNTY ROAD.  AT A BRIDGE
 CZ0455'WALL, 11.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET
 CZ0455'NORTHEAST OF THE EAST END OF THE NORTH WALL OF THE BRIDGE. A STANDARD
 CZ0455'DISK, STAMPED X 259 1945
 CZ0455
 CZ0455                          STATION RECOVERY (1963)
 CZ0455
 CZ0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CZ0455'MARK NOT FOUND.
 CZ0455
 CZ0455                          STATION RECOVERY (2007)
 CZ0455
 CZ0455'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0447 ***********************************************************************
 ET0447  DESIGNATION -  X 26
 ET0447  PID         -  ET0447
 ET0447  STATE/COUNTY-  AZ/YAVAPAI
 ET0447  USGS QUAD   -  SKULL VALLEY (1979)
 ET0447
 ET0447                         *CURRENT SURVEY CONTROL
 ET0447  ___________________________________________________________________
 ET0447* NAD 83(1986)-  34 33 38.     (N)    112 39 23.     (W)     SCALED    
 ET0447* NAVD 88     -      1439.694  (meters)    4723.40   (feet)  POSTED    
 ET0447  ___________________________________________________________________
 ET0447  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 ET0447  DYNAMIC HT  -        1437.770 (meters)    4717.08  (feet)  COMP
 ET0447  MODELED GRAV-     979,246.0   (mgal)                       NAVD 88
 ET0447
 ET0447  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0447
 ET0447.The horizontal coordinates were scaled from a topographic map and have
 ET0447.an estimated accuracy of +/- 6 seconds.
 ET0447
 ET0447.The orthometric height was determined by differential leveling
 ET0447.and adjusted in November 2005.
 ET0447.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0447.rate of 1.1 thru 2.0 mm/km.
 ET0447
 ET0447.The geoid height was determined by GEOID03.
 ET0447
 ET0447.The dynamic height is computed by dividing the NAVD 88
 ET0447.geopotential number by the normal gravity value computed on the
 ET0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0447.degrees latitude (g = 980.6199 gals.).
 ET0447
 ET0447.The modeled gravity was interpolated from observed gravity values.
 ET0447
 ET0447;                    North         East    Units  Estimated Accuracy
 ET0447;SPC AZ C     -   395,080.      145,480.      MT  (+/- 180 meters Scaled)
 ET0447
 ET0447                          SUPERSEDED SURVEY CONTROL
 ET0447
 ET0447  NGVD 29 (??/??/92) 1438.866  (m)         4720.68   (f) ADJ UNCH    1 2
 ET0447
 ET0447.Superseded values are not recommended for survey control.
 ET0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0447.See file dsdata.txt to determine how the superseded data were derived.
 ET0447
 ET0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD480255(NAD 83)
 ET0447_MARKER: DB = BENCH MARK DISK
 ET0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0447_SP_SET: CULVERT
 ET0447_STAMPING: X 26 1933
 ET0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0447
 ET0447  HISTORY     - Date     Condition        Report By
 ET0447  HISTORY     - 1933     MONUMENTED       CGS
 ET0447  HISTORY     - 1974     GOOD             USGS
 ET0447
 ET0447                          STATION DESCRIPTION
 ET0447
 ET0447'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0447'4.9 MI NE FROM SKULL VALLEY.
 ET0447'FROM THE PO AT SKULL VALLEY GO NORTH ON THE PAVED RD. TOWARD PRESCOTT
 ET0447'4.3 MI. TO T-RD EAST, GO RIGHT ON THE MAIN TRAVELED RD 0.3 MI. WHERE
 ET0447'RD. ENTERS A WASH, CONTINUE DOWN WASH 0.2 MI. TO A POINT JUST BEFORE
 ET0447'THE WASH ENTERS A LARGER WASH, GO LEFT ON A TRACK RD 0.1 MI. TO THE
 ET0447'SITE OF AN OLD TRESTLE, GO LEFT KEEPING TO THE NORTH SIDE OF AND
 ET0447'FINALLY FOLLOWING THE RD. UP ONTO THE OLD RR GRADE, FOR 0.5 MI. AT A
 ET0447'24 INCH CONCRETE PIPE CULVERT, IN THE CENTER TOP OF THE NW HEADWALL,
 ET0447'14 FT. NW OF THE CENTERLINE OF RR GRADE AND 2.0 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0244 ***********************************************************************
 CG0244  DESIGNATION -  X 260
 CG0244  PID         -  CG0244
 CG0244  STATE/COUNTY-  AZ/PIMA
 CG0244  USGS QUAD   -  SAHUARITA (1981)
 CG0244
 CG0244                         *CURRENT SURVEY CONTROL
 CG0244  ___________________________________________________________________
 CG0244* NAD 83(1986)-  31 57 53.     (N)    110 56 09.     (W)     SCALED    
 CG0244* NAVD 88     -       826.53   (+/-2cm)    2711.7    (feet)  VERTCON   
 CG0244  ___________________________________________________________________
 CG0244  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0244
 CG0244.The horizontal coordinates were scaled from a topographic map and have
 CG0244.an estimated accuracy of +/- 6 seconds.
 CG0244
 CG0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0244.The vertical order pertains to the NGVD 29 superseded value.
 CG0244
 CG0244.The geoid height was determined by GEOID03.
 CG0244
 CG0244;                    North         East    Units  Estimated Accuracy
 CG0244;SPC AZ C     -   107,380.      306,070.      MT  (+/- 180 meters Scaled)
 CG0244
 CG0244                          SUPERSEDED SURVEY CONTROL
 CG0244
 CG0244  NGVD 29 (??/??/92)  825.890  (m)         2709.61   (f) ADJ UNCH    2 0
 CG0244
 CG0244.Superseded values are not recommended for survey control.
 CG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0244.See file dsdata.txt to determine how the superseded data were derived.
 CG0244
 CG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA060365(NAD 83)
 CG0244_MARKER: DB = BENCH MARK DISK
 CG0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0244_STAMPING: X 260 1945
 CG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0244+STABILITY: SURFACE MOTION
 CG0244
 CG0244  HISTORY     - Date     Condition        Report By
 CG0244  HISTORY     - 1945     MONUMENTED       CGS
 CG0244  HISTORY     - 1958     MARK NOT FOUND   USGS
 CG0244  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0244
 CG0244                          STATION DESCRIPTION
 CG0244
 CG0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CG0244'IN SAHUARITA FLIGHT STRIP.
 CG0244'AT THE SAHUARITA FLIGHT STRIP, SET AT THE MAIN GATE, BETWEEN THE
 CG0244'FLAGPOLE AND THE TRANSIENT PARKING LOT, ABOUT 110 FEET EAST OF THE
 CG0244'GATE, 16.8 FEET SOUTH OF THE SOUTH FACE OF THE CONCRETE BASE OF
 CG0244'FLAGPOLE, 9.5 FEET NORTH OF NORTH EDGE OF PARKING LOT.  BRONZE BENCH
 CG0244'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 CG0244'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 CG0244
 CG0244                          STATION RECOVERY (1958)
 CG0244
 CG0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CG0244'MARK NOT FOUND.
 CG0244
 CG0244                          STATION RECOVERY (1976)
 CG0244
 CG0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0245 ***********************************************************************
 CG0245  DESIGNATION -  X 260 RESET
 CG0245  PID         -  CG0245
 CG0245  STATE/COUNTY-  AZ/PIMA
 CG0245  USGS QUAD   -  SAHUARITA (1981)
 CG0245
 CG0245                         *CURRENT SURVEY CONTROL
 CG0245  ___________________________________________________________________
 CG0245* NAD 83(1986)-  31 57 54.     (N)    110 56 09.     (W)     SCALED    
 CG0245* NAVD 88     -       826.55   (+/-2cm)    2711.8    (feet)  VERTCON   
 CG0245  ___________________________________________________________________
 CG0245  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CG0245  VERT ORDER  -  THIRD (See Below)
 CG0245
 CG0245.The horizontal coordinates were scaled from a topographic map and have
 CG0245.an estimated accuracy of +/- 6 seconds.
 CG0245
 CG0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0245.The vertical order pertains to the NGVD 29 superseded value.
 CG0245
 CG0245.The geoid height was determined by GEOID03.
 CG0245
 CG0245;                    North         East    Units  Estimated Accuracy
 CG0245;SPC AZ C     -   107,410.      306,070.      MT  (+/- 180 meters Scaled)
 CG0245
 CG0245                          SUPERSEDED SURVEY CONTROL
 CG0245
 CG0245  NGVD 29 (03/28/06)  825.91   (m)         2709.7    (f) RESET       3  
 CG0245
 CG0245.Superseded values are not recommended for survey control.
 CG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0245.See file dsdata.txt to determine how the superseded data were derived.
 CG0245
 CG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA060365(NAD 83)
 CG0245_MARKER: DB = BENCH MARK DISK
 CG0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0245_STAMPING: X 260 1955
 CG0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0245+STABILITY: SURFACE MOTION
 CG0245
 CG0245  HISTORY     - Date     Condition        Report By
 CG0245  HISTORY     - 1955     MONUMENTED       DOD
 CG0245  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CG0245
 CG0245                          STATION DESCRIPTION
 CG0245
 CG0245'DESCRIBED BY US DEPARTMENT OF DEFENSE 1955
 CG0245'IN SAHUARITA FLIGHT STRIP.
 CG0245'AT SAHUARITA FLIGHT STRIP, AT THE MAIN GATE, LOCATED BETWEEN THE
 CG0245'FLAGPOLE AND THE TRANSIENT PARKING LOT, ABOUT 110 FEET EAST OF THE
 CG0245'MAIN GATE, 16.8 FEET SOUTH OF THE SOUTH FACE OF THE CONCRETE BASE OF
 CG0245'THE FLAG POLE, 9.5 FEET NORTH OF THE NORTH EDGE OF THE PARKING LOT.
 CG0245'NOTE-- THE RESET MARK IS LOCATED 56 FEET WEST AND 2.85 FEET NORTH OF
 CG0245'THE ABOVE DESCRIBED LOCATION AND IT IS BELIEVED TO BE SET IN THE TOP
 CG0245'OF A CONCRETE POST.
 CG0245
 CG0245                          STATION RECOVERY (2006)
 CG0245
 CG0245'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0245'MARK NOT FOUND.  LOCATION IS A NEW PARK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0396 ***********************************************************************
 CY0396  DESIGNATION -  X 261
 CY0396  PID         -  CY0396
 CY0396  STATE/COUNTY-  AZ/COCHISE
 CY0396  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0396
 CY0396                         *CURRENT SURVEY CONTROL
 CY0396  ___________________________________________________________________
 CY0396* NAD 83(1986)-  32 15 16.     (N)    109 50 27.     (W)     SCALED    
 CY0396* NAVD 88     -      1271.31   (+/-2cm)    4171.0    (feet)  VERTCON   
 CY0396  ___________________________________________________________________
 CY0396  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CY0396  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0396
 CY0396.The horizontal coordinates were scaled from a topographic map and have
 CY0396.an estimated accuracy of +/- 6 seconds.
 CY0396
 CY0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0396.The vertical order pertains to the NGVD 29 superseded value.
 CY0396
 CY0396.The geoid height was determined by GEOID03.
 CY0396
 CY0396;                    North         East    Units  Estimated Accuracy
 CY0396;SPC AZ E     -   139,130.      244,060.      MT  (+/- 180 meters Scaled)
 CY0396
 CY0396                          SUPERSEDED SURVEY CONTROL
 CY0396
 CY0396  NGVD 29 (??/??/92) 1270.56   (m)         4168.5    (f) COMPUTED    1 2
 CY0396
 CY0396.Superseded values are not recommended for survey control.
 CY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0396.See file dsdata.txt to determine how the superseded data were derived.
 CY0396
 CY0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA091692(NAD 83)
 CY0396_MARKER: DB = BENCH MARK DISK
 CY0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0396_STAMPING: X 261 1945
 CY0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0396+STABILITY: SURFACE MOTION
 CY0396
 CY0396  HISTORY     - Date     Condition        Report By
 CY0396  HISTORY     - 1945     MONUMENTED       CGS
 CY0396  HISTORY     - 1960     MARK NOT FOUND   USGS
 CY0396  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0396
 CY0396                          STATION DESCRIPTION
 CY0396
 CY0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0396'IN WILLCOX.
 CY0396'0.5 MILE WEST ALONG MALEY STREET FROM THE POST OFFICE AT WILLCOX, AT
 CY0396'THE WEST EDGE OF TOWN, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 CY0396'STREET, 35 FEET NORTH OF THE CENTERLINE OF MALEY STREET, 29 FEET EAST
 CY0396'OF THE CENTERLINE OF THE NORTH-AND-SOUTH STREET, 1.4 FEET WEST OF THE
 CY0396'POST AT THE CORNER OF A PANEL BOARD FENCE, AND 1.4 FEET NORTH OF A
 CY0396'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X 261 1945 AND
 CY0396'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 CY0396
 CY0396                          STATION RECOVERY (1960)
 CY0396
 CY0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CY0396'MARK NOT FOUND.
 CY0396
 CY0396                          STATION RECOVERY (1979)
 CY0396
 CY0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0396'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MARK IS BELIEVED
 CY0396'DESTROYED, NEW CURBING WAS INSTALLED IN 1962 AND WATER LINES FOR A
 CY0396'FIRE HYDRANT RUN IN DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0016 ***********************************************************************
 EU0016  DESIGNATION -  X 262
 EU0016  PID         -  EU0016
 EU0016  STATE/COUNTY-  AZ/MOHAVE
 EU0016  USGS QUAD   -  YUCCA NW (1970)
 EU0016
 EU0016                         *CURRENT SURVEY CONTROL
 EU0016  ___________________________________________________________________
 EU0016* NAD 83(1986)-  34 52 53.     (N)    114 07 55.     (W)     SCALED    
 EU0016* NAVD 88     -       597.52   (+/-2cm)    1960.4    (feet)  VERTCON   
 EU0016  ___________________________________________________________________
 EU0016  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 EU0016  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0016
 EU0016.The horizontal coordinates were scaled from a topographic map and have
 EU0016.an estimated accuracy of +/- 6 seconds.
 EU0016
 EU0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0016.The vertical order pertains to the NGVD 29 superseded value.
 EU0016
 EU0016.The geoid height was determined by GEOID03.
 EU0016
 EU0016;                    North         East    Units  Estimated Accuracy
 EU0016;SPC AZ W     -   430,500.      178,450.      MT  (+/- 180 meters Scaled)
 EU0016
 EU0016                          SUPERSEDED SURVEY CONTROL
 EU0016
 EU0016  NGVD 29 (??/??/??)  596.788  (m)         1957.96   (f) ADJUSTED    1 2
 EU0016
 EU0016.Superseded values are not recommended for survey control.
 EU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0016.See file dsdata.txt to determine how the superseded data were derived.
 EU0016
 EU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU621636(NAD 83)
 EU0016_MARKER: DB = BENCH MARK DISK
 EU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0016_STAMPING: X 262 1945
 EU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0016+STABILITY: SURFACE MOTION
 EU0016
 EU0016  HISTORY     - Date     Condition        Report By
 EU0016  HISTORY     - 1945     MONUMENTED       CGS
 EU0016  HISTORY     - 1970     GOOD             USGS
 EU0016
 EU0016                          STATION DESCRIPTION
 EU0016
 EU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0016'AT YUCCA ARMY AIR FIELD.
 EU0016'AT THE YUCCA ARMY AIR FIELD, 84 FEET EAST-SOUTHEAST OF THE
 EU0016'SOUTHEAST CORNER OF THE OFFICERS MESS BUILDING, 67.5 FEET
 EU0016'SOUTHWEST OF THE SOUTHEAST CORNER OF THE POST EXCHANGE, 1.5
 EU0016'FEET SOUTH OF REFERENCE POST, ABOUT 300 FEET WEST OF CONTROL
 EU0016'TOWER.  BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 EU0016'POURED IN THE FIELD AND PROJECTING ABOUT 0.5 FOOT ABOVE THE
 EU0016'GROUND.
 EU0016
 EU0016                          STATION RECOVERY (1970)
 EU0016
 EU0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0733 ***********************************************************************
 DV0733  DESIGNATION -  X 263
 DV0733  PID         -  DV0733
 DV0733  STATE/COUNTY-  AZ/MARICOPA
 DV0733  USGS QUAD   -  BUCKEYE NW (1982)
 DV0733
 DV0733                         *CURRENT SURVEY CONTROL
 DV0733  ___________________________________________________________________
 DV0733* NAD 83(1986)-  33 28 33.     (N)    112 43 19.     (W)     SCALED    
 DV0733* NAVD 88     -       340.990  (meters)    1118.73   (feet)  ADJUSTED  
 DV0733  ___________________________________________________________________
 DV0733  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DV0733  DYNAMIC HT  -         340.596 (meters)    1117.44  (feet)  COMP
 DV0733  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 DV0733
 DV0733  VERT ORDER  -  FIRST     CLASS II
 DV0733
 DV0733.The horizontal coordinates were scaled from a topographic map and have
 DV0733.an estimated accuracy of +/- 6 seconds.
 DV0733
 DV0733.The orthometric height was determined by differential leveling
 DV0733.and adjusted in June 1991.
 DV0733
 DV0733.The geoid height was determined by GEOID03.
 DV0733
 DV0733.The dynamic height is computed by dividing the NAVD 88
 DV0733.geopotential number by the normal gravity value computed on the
 DV0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0733.degrees latitude (g = 980.6199 gals.).
 DV0733
 DV0733.The modeled gravity was interpolated from observed gravity values.
 DV0733
 DV0733;                    North         East    Units  Estimated Accuracy
 DV0733;SPC AZ C     -   274,810.      138,520.      MT  (+/- 180 meters Scaled)
 DV0733
 DV0733                          SUPERSEDED SURVEY CONTROL
 DV0733
 DV0733  NGVD 29 (??/??/92)  340.342  (m)         1116.61   (f) ADJ UNCH    1 2
 DV0733
 DV0733.Superseded values are not recommended for survey control.
 DV0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0733.See file dsdata.txt to determine how the superseded data were derived.
 DV0733
 DV0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC400053(NAD 83)
 DV0733_MARKER: DB = BENCH MARK DISK
 DV0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0733_STAMPING: X 263 1947
 DV0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0733+STABILITY: SURFACE MOTION
 DV0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0733+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0733
 DV0733  HISTORY     - Date     Condition        Report By
 DV0733  HISTORY     - 1947     MONUMENTED       CGS
 DV0733  HISTORY     - 1967     GOOD             NGS
 DV0733  HISTORY     - 1981     GOOD             NGS
 DV0733  HISTORY     - 20010416 GOOD             MCDOT
 DV0733  HISTORY     - 20080530 GOOD             GEOCAC
 DV0733
 DV0733                          STATION DESCRIPTION
 DV0733
 DV0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0733'12.05 MI NW FROM BUCKEYE.
 DV0733'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0733'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 7.95 MILES
 DV0733'NORTHWEST ALONG YUMA ROAD, WHICH BECOMES INDIAN SCHOOL ROAD, OR ABOUT
 DV0733'12.55 MILES EAST ALONG INDIAN SCHOOL ROAD, WHICH BECOMES YUMA ROAD,
 DV0733'FROM THE POST OFFICE AT TONOPAH, IN S 36, T 2 N, R 5 W, 55 YARDS WEST
 DV0733'OF THE CENTER LINE OF A GRAVELED WASH, 34 FEET SOUTH OF THE CENTER
 DV0733'LINE OF THE ROAD, 3.4 FEET NORTHWEST OF A 4- BY 4-INCH WOODEN WITNESS
 DV0733'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 DV0733'OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0733
 DV0733                          STATION RECOVERY (1981)
 DV0733
 DV0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0733'RECOVERED IN GOOD CONDITION.
 DV0733
 DV0733                          STATION RECOVERY (2001)
 DV0733
 DV0733'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0733'FROM JUNCT.TONOPAH-SALOME HWY + JOHNSON RD. GO .6 MILES NW TO BM X263
 DV0733' 
 DV0733'USC+G BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST + METAL SURVEY
 DV0733'MARKER SIGN
 DV0733' 
 DV0733' 
 DV0733' 
 DV0733' 
 DV0733' 
 DV0733' 
 DV0733
 DV0733                          STATION RECOVERY (2008)
 DV0733
 DV0733'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0733'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0733'THE DESCRIPTION - THE MARK IS 1.3 FEET SOUTH OF A METAL WITNESS POST.
 DV0733'HANDHELD COORDINATES
 DV0733'33 28 33.6 (N)   112 43 19.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0055 ***********************************************************************
 DV0055  DESIGNATION -  X 266
 DV0055  PID         -  DV0055
 DV0055  STATE/COUNTY-  AZ/MARICOPA
 DV0055  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0055
 DV0055                         *CURRENT SURVEY CONTROL
 DV0055  ___________________________________________________________________
 DV0055* NAD 83(1986)-  33 39 18.     (N)    112 11 10.     (W)     SCALED    
 DV0055* NAVD 88     -       386.23   (+/-2cm)    1267.2    (feet)  VERTCON   
 DV0055  ___________________________________________________________________
 DV0055  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DV0055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0055
 DV0055.The horizontal coordinates were scaled from a topographic map and have
 DV0055.an estimated accuracy of +/- 6 seconds.
 DV0055
 DV0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0055.The vertical order pertains to the NGVD 29 superseded value.
 DV0055
 DV0055.The geoid height was determined by GEOID03.
 DV0055
 DV0055;                    North         East    Units  Estimated Accuracy
 DV0055;SPC AZ C     -   294,420.      188,370.      MT  (+/- 180 meters Scaled)
 DV0055
 DV0055                          SUPERSEDED SURVEY CONTROL
 DV0055
 DV0055  NGVD 29 (??/??/92)  385.666  (m)         1265.31   (f) ADJ UNCH    1 2
 DV0055
 DV0055.Superseded values are not recommended for survey control.
 DV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0055.See file dsdata.txt to determine how the superseded data were derived.
 DV0055
 DV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC900245(NAD 83)
 DV0055_MARKER: DB = BENCH MARK DISK
 DV0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0055_STAMPING: X 266 1948
 DV0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0055+STABILITY: SURFACE MOTION
 DV0055
 DV0055  HISTORY     - Date     Condition        Report By
 DV0055  HISTORY     - 1948     MONUMENTED       CGS
 DV0055  HISTORY     - 1967     GOOD             NGS
 DV0055  HISTORY     - 19941203 MARK NOT FOUND   USPSQD
 DV0055  HISTORY     - 20061023 MARK NOT FOUND   GEOCAC
 DV0055
 DV0055                          STATION DESCRIPTION
 DV0055
 DV0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0055'11.75 MI N FROM GLENDALE.
 DV0055'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0055'GLENDALE, THENCE 6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 2.0
 DV0055'MILES WEST ALONG BELL ROAD, THENCE 1.1 MILES NORTH ALONG NORTH 59TH
 DV0055'AVENUE, IN SECTION 29, T 4 N, R 2 E, 35 1/2 FEET EAST OF THE CENTER
 DV0055'LINE OF NORTH 59TH AVENUE, 106 YARDS NORTH OF THE CENTER LINE OF UNION
 DV0055'HILL ROAD, 66 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 DV0055'HIGHWAY BRIDGE OVER SKUNK CREEK, 9.0 FEET SOUTHEAST OF A POWER POLE,
 DV0055'67 1/2 FEET SOUTH OF BENCH MARK B.M. (M.C.E.D.), 1.2 FEET NORTH OF A
 DV0055'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE AVENUE, AND
 DV0055'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 DV0055
 DV0055                          STATION RECOVERY (1994)
 DV0055
 DV0055'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0055'MARK NOT FOUND.
 DV0055
 DV0055                          STATION RECOVERY (2006)
 DV0055
 DV0055'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0055'THE DESCRIBED AREA HAS BEEN LANDSCAPED, AND IS NOW PART OF A CITY
 DV0055'PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0546 ***********************************************************************
 DV0546  DESIGNATION -  X 267
 DV0546  PID         -  DV0546
 DV0546  STATE/COUNTY-  AZ/MARICOPA
 DV0546  USGS QUAD   -  PHOENIX (1982)
 DV0546
 DV0546                         *CURRENT SURVEY CONTROL
 DV0546  ___________________________________________________________________
 DV0546* NAD 83(1986)-  33 27 48.     (N)    112 00 47.     (W)     SCALED    
 DV0546* NAVD 88     -       347.87   (+/-2cm)    1141.3    (feet)  VERTCON   
 DV0546  ___________________________________________________________________
 DV0546  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0546
 DV0546.The horizontal coordinates were scaled from a topographic map and have
 DV0546.an estimated accuracy of +/- 6 seconds.
 DV0546
 DV0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0546.The vertical order pertains to the NGVD 29 superseded value.
 DV0546
 DV0546.The geoid height was determined by GEOID03.
 DV0546
 DV0546;                    North         East    Units  Estimated Accuracy
 DV0546;SPC AZ C     -   273,140.      204,400.      MT  (+/- 180 meters Scaled)
 DV0546
 DV0546                          SUPERSEDED SURVEY CONTROL
 DV0546
 DV0546  NGVD 29 (??/??/92)  347.221  (m)         1139.17   (f) ADJ UNCH    2 0
 DV0546
 DV0546.Superseded values are not recommended for survey control.
 DV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0546.See file dsdata.txt to determine how the superseded data were derived.
 DV0546
 DV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC058031(NAD 83)
 DV0546_MARKER: DB = BENCH MARK DISK
 DV0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0546_SP_SET: BRIDGE
 DV0546_STAMPING: X 267 1948
 DV0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0546
 DV0546  HISTORY     - Date     Condition        Report By
 DV0546  HISTORY     - 1948     MONUMENTED       CGS
 DV0546  HISTORY     - 1963     GOOD             NGS
 DV0546  HISTORY     - 20060824 MARK NOT FOUND   GEOCAC
 DV0546
 DV0546                          STATION DESCRIPTION
 DV0546
 DV0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0546'IN PHOENIX.
 DV0546'4.3 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM UNION
 DV0546'STATION AT PHOENIX, THENCE 1.3 MILES NORTH ALONG NORTH 32ND STREET, AT
 DV0546'A CONCRETE BRIDGE OVER A LARGE IRRIGATION CANAL, IN THE TOP OF THE
 DV0546'SOUTH END OF THE WEST HEADWALL, 1.1 FEET NORTH OF THE SOUTH END, 25.6
 DV0546'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE SOUTH
 DV0546'SIDE OF THE CANAL, 12.4 FEET WEST OF THE CENTER LINE OF THE STREET,
 DV0546'AND ABOUT 0.8 FOOT HIGHER THAN THE STREET.
 DV0546
 DV0546                          STATION RECOVERY (2006)
 DV0546
 DV0546'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0546'IT APPEARS THE BRIDGE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1075 ***********************************************************************
 DU1075  DESIGNATION -  X 268
 DU1075  PID         -  DU1075
 DU1075  STATE/COUNTY-  AZ/MARICOPA
 DU1075  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1075
 DU1075                         *CURRENT SURVEY CONTROL
 DU1075  ___________________________________________________________________
 DU1075* NAD 83(1986)-  33 30 52.     (N)    111 45 21.     (W)     SCALED    
 DU1075* NAVD 88     -       396.462  (meters)    1300.73   (feet)  READJUSTED
 DU1075  ___________________________________________________________________
 DU1075  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DU1075  DYNAMIC HT  -         395.990 (meters)    1299.18  (feet)  COMP
 DU1075  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 DU1075
 DU1075  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1075
 DU1075.The horizontal coordinates were scaled from a topographic map and have
 DU1075.an estimated accuracy of +/- 6 seconds.
 DU1075
 DU1075.The orthometric height was determined by differential leveling
 DU1075.and adjusted in April 1999.
 DU1075.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1075.distribution rate of 0.0 thru 1.0 mm/km.
 DU1075.The height was derived from older observations constrained to new
 DU1075.heights in a crustal motion area.  The height is approximate in
 DU1075.relation to other heights in its vicinity.
 DU1075
 DU1075.The geoid height was determined by GEOID03.
 DU1075
 DU1075.The dynamic height is computed by dividing the NAVD 88
 DU1075.geopotential number by the normal gravity value computed on the
 DU1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1075.degrees latitude (g = 980.6199 gals.).
 DU1075
 DU1075.The modeled gravity was interpolated from observed gravity values.
 DU1075
 DU1075;                    North         East    Units  Estimated Accuracy
 DU1075;SPC AZ C     -   278,810.      228,300.      MT  (+/- 180 meters Scaled)
 DU1075
 DU1075                          SUPERSEDED SURVEY CONTROL
 DU1075
 DU1075  NAVD 88 (06/15/91)  396.477  (m)         1300.78   (f) UNKNOWN     1 2
 DU1075  NGVD 29 (??/??/92)  395.893  (m)         1298.86   (f) ADJ UNCH    1 2
 DU1075
 DU1075.Superseded values are not recommended for survey control.
 DU1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1075.See file dsdata.txt to determine how the superseded data were derived.
 DU1075
 DU1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC298085(NAD 83)
 DU1075_MARKER: DB = BENCH MARK DISK
 DU1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1075_STAMPING: X 268 1948
 DU1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1075+STABILITY: SURFACE MOTION
 DU1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1075+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1075
 DU1075  HISTORY     - Date     Condition        Report By
 DU1075  HISTORY     - 1948     MONUMENTED       CGS
 DU1075  HISTORY     - 1967     GOOD             NGS
 DU1075  HISTORY     - 1980     GOOD             NGS
 DU1075  HISTORY     - 19980321 GOOD             USPSQD
 DU1075  HISTORY     - 20080419 GOOD             GEOCAC
 DU1075
 DU1075                          STATION DESCRIPTION
 DU1075
 DU1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1075'12.3 MI NW FROM BUCKHORN.
 DU1075'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1075'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1075'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH
 DU1075'ALONG A GRAVELED ROAD, THENCE 3.6 MILES WEST ALONG A DIRT ROAD WHICH
 DU1075'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, OR ABOUT 2.5 MILES
 DU1075'NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE AT SCOTTSDALE,
 DU1075'THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 11.2 MILES EAST
 DU1075'ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL,
 DU1075'IN SECTION 17, T 2 N, R 6 E, AT THE CROSSING OF THE DIRT ROAD AND
 DU1075'STATE HIGHWAY 87, 65 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD,
 DU1075'275 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 87, 13 FEET
 DU1075'NORTH OF THE CENTER LINE OF A TRAIL ROAD, 1.0 FOOT EAST OF A METAL
 DU1075'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE DIRT ROAD, AND SET
 DU1075'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 DU1075
 DU1075                          STATION RECOVERY (1980)
 DU1075
 DU1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1075'RECOVERED IN GOOD CONDITION.
 DU1075
 DU1075                          STATION RECOVERY (1998)
 DU1075
 DU1075'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1075'RECOVERED IN GOOD CONDITION.
 DU1075
 DU1075                          STATION RECOVERY (2008)
 DU1075
 DU1075'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1075'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1075'30.881' W111 45.329'. THE MONUMENT HAS SOME CHIPPING AND CRACKS, BUT
 DU1075'APPEARS SOLID.
 DU1075' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0444 ***********************************************************************
 DU0444  DESIGNATION -  X 269
 DU0444  PID         -  DU0444
 DU0444  STATE/COUNTY-  AZ/MARICOPA
 DU0444  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0444
 DU0444                         *CURRENT SURVEY CONTROL
 DU0444  ___________________________________________________________________
 DU0444* NAD 83(1986)-  33 32 10.     (N)    111 27 13.     (W)     SCALED    
 DU0444* NAVD 88     -       613.037  (meters)    2011.27   (feet)  ADJUSTED  
 DU0444  ___________________________________________________________________
 DU0444  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DU0444  DYNAMIC HT  -         612.267 (meters)    2008.75  (feet)  COMP
 DU0444  MODELED GRAV-     979,363.2   (mgal)                       NAVD 88
 DU0444
 DU0444  VERT ORDER  -  FIRST     CLASS II
 DU0444
 DU0444.The horizontal coordinates were scaled from a topographic map and have
 DU0444.an estimated accuracy of +/- 6 seconds.
 DU0444
 DU0444.The orthometric height was determined by differential leveling
 DU0444.and adjusted in June 1991.
 DU0444
 DU0444.The geoid height was determined by GEOID03.
 DU0444
 DU0444.The dynamic height is computed by dividing the NAVD 88
 DU0444.geopotential number by the normal gravity value computed on the
 DU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0444.degrees latitude (g = 980.6199 gals.).
 DU0444
 DU0444.The modeled gravity was interpolated from observed gravity values.
 DU0444
 DU0444;                    North         East    Units  Estimated Accuracy
 DU0444;SPC AZ C     -   281,300.      256,370.      MT  (+/- 180 meters Scaled)
 DU0444
 DU0444                          SUPERSEDED SURVEY CONTROL
 DU0444
 DU0444  NGVD 29 (??/??/92)  612.424  (m)         2009.26   (f) ADJ UNCH    1 2
 DU0444
 DU0444.Superseded values are not recommended for survey control.
 DU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0444.See file dsdata.txt to determine how the superseded data were derived.
 DU0444
 DU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC578108(NAD 83)
 DU0444_MARKER: DB = BENCH MARK DISK
 DU0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0444_SP_SET: CONCRETE BASE
 DU0444_STAMPING: X 269 1948
 DU0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0444
 DU0444  HISTORY     - Date     Condition        Report By
 DU0444  HISTORY     - 1948     MONUMENTED       CGS
 DU0444  HISTORY     - 1980     GOOD             NGS
 DU0444  HISTORY     - 20070512 GOOD             GEOCAC
 DU0444  HISTORY     - 20081008 GOOD             GEOCAC
 DU0444
 DU0444                          STATION DESCRIPTION
 DU0444
 DU0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0444'5.5 MI SW FROM TORTILLA FLAT.
 DU0444'ABOUT 5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 DU0444'AT TORTILLA FLAT, AT A HAIRPIN CURVE IN THE HIGHWAY, 45.5 FEET
 DU0444'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9.2 FEET NORTHEAST OF THE
 DU0444'NORTHEAST SIDE OF A CONCRETE BASE WHICH FORMERLY SUPPORTED A
 DU0444'POWER-TRANSMISSION LINE, SET IN THE TOP OF A LARGE ROCK OUTCROP WHICH
 DU0444'DROPS ABRUPTLY TO THE NORTHEAST AND ABOUT 2 FEET ABOVE THE LEVEL OF
 DU0444'THE GROUND AND THE HIGHWAY.
 DU0444
 DU0444                          STATION RECOVERY (1980)
 DU0444
 DU0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0444'RECOVERED IN GOOD CONDITION.
 DU0444
 DU0444                          STATION RECOVERY (2007)
 DU0444
 DU0444'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0444'RECOVERED IN GOOD CONDITION.
 DU0444
 DU0444                          STATION RECOVERY (2008)
 DU0444
 DU0444'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0444'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0444'33 32.182' W 111
 DU0444'27.237'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0024 ***********************************************************************
 ET0024  DESIGNATION -  X 27
 ET0024  PID         -  ET0024
 ET0024  STATE/COUNTY-  AZ/YAVAPAI
 ET0024  USGS QUAD   -  CHINO VALLEY NORTH (1979)
 ET0024
 ET0024                         *CURRENT SURVEY CONTROL
 ET0024  ___________________________________________________________________
 ET0024* NAD 83(1986)-  34 49 14.     (N)    112 26 32.     (W)     SCALED    
 ET0024* NAVD 88     -      1365.589  (meters)    4480.27   (feet)  POSTED    
 ET0024  ___________________________________________________________________
 ET0024  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0024  DYNAMIC HT  -        1363.820 (meters)    4474.47  (feet)  COMP
 ET0024  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 ET0024
 ET0024  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0024
 ET0024.The horizontal coordinates were scaled from a topographic map and have
 ET0024.an estimated accuracy of +/- 6 seconds.
 ET0024
 ET0024.The orthometric height was determined by differential leveling
 ET0024.and adjusted in November 2005.
 ET0024.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0024.rate of 1.1 thru 2.0 mm/km.
 ET0024
 ET0024.The geoid height was determined by GEOID03.
 ET0024
 ET0024.The dynamic height is computed by dividing the NAVD 88
 ET0024.geopotential number by the normal gravity value computed on the
 ET0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0024.degrees latitude (g = 980.6199 gals.).
 ET0024
 ET0024.The modeled gravity was interpolated from observed gravity values.
 ET0024
 ET0024;                    North         East    Units  Estimated Accuracy
 ET0024;SPC AZ C     -   423,800.      165,280.      MT  (+/- 180 meters Scaled)
 ET0024
 ET0024                          SUPERSEDED SURVEY CONTROL
 ET0024
 ET0024  NGVD 29 (??/??/92) 1364.833  (m)         4477.79   (f) ADJ UNCH    1 2
 ET0024
 ET0024.Superseded values are not recommended for survey control.
 ET0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0024.See file dsdata.txt to determine how the superseded data were derived.
 ET0024
 ET0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD681540(NAD 83)
 ET0024_MARKER: DB = BENCH MARK DISK
 ET0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0024_STAMPING: 4477.790 X 27 1933
 ET0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0024+STABILITY: SURFACE MOTION
 ET0024
 ET0024  HISTORY     - Date     Condition        Report By
 ET0024  HISTORY     - 1933     MONUMENTED       CGS
 ET0024
 ET0024                          STATION DESCRIPTION
 ET0024
 ET0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0024'14.5 MI S FROM CEDAR GLADE.
 ET0024'CONCRETE POST, ON A. T. AND S. F. RIGHT OF WAY, AT SOUTH END OF SIDING
 ET0024'AT PURO WATER STATION, 0.15 MILES SOUTH OF STEEL WATER TANKS, 600 FEET
 ET0024'EAST OF CONCRETE PUMP HOUSE, 50 FEET WEST OF RAILROAD CENTER-LINE, AT
 ET0024'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0432 ***********************************************************************
 DV0432  DESIGNATION -  X 270 RESET
 DV0432  PID         -  DV0432
 DV0432  STATE/COUNTY-  AZ/MARICOPA
 DV0432  USGS QUAD   -  PHOENIX (1982)
 DV0432
 DV0432                         *CURRENT SURVEY CONTROL
 DV0432  ___________________________________________________________________
 DV0432* NAD 83(1986)-  33 25 08.     (N)    112 04 24.     (W)     SCALED    
 DV0432* NAVD 88     -       331.28   (+/-2cm)    1086.9    (feet)  VERTCON   
 DV0432  ___________________________________________________________________
 DV0432  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DV0432  VERT ORDER  -  THIRD (See Below)
 DV0432
 DV0432.The horizontal coordinates were scaled from a topographic map and have
 DV0432.an estimated accuracy of +/- 6 seconds.
 DV0432
 DV0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0432.The vertical order pertains to the NGVD 29 superseded value.
 DV0432
 DV0432.The geoid height was determined by GEOID03.
 DV0432
 DV0432;                    North         East    Units  Estimated Accuracy
 DV0432;SPC AZ C     -   268,220.      198,790.      MT  (+/- 180 meters Scaled)
 DV0432
 DV0432                          SUPERSEDED SURVEY CONTROL
 DV0432
 DV0432  NGVD 29 (??/??/??)  330.62   (m)         1084.7    (f) RESET       3  
 DV0432
 DV0432.Superseded values are not recommended for survey control.
 DV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0432.See file dsdata.txt to determine how the superseded data were derived.
 DV0432
 DV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB002982(NAD 83)
 DV0432_MARKER: DB = BENCH MARK DISK
 DV0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0432_SP_SET: BRIDGE
 DV0432_STAMPING: X 270 RESET 1949
 DV0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0432
 DV0432  HISTORY     - Date     Condition        Report By
 DV0432  HISTORY     - 1949     MONUMENTED       AZHD
 DV0432  HISTORY     - 1950     GOOD             NGS
 DV0432  HISTORY     - 19920227 MARK NOT FOUND   NGS
 DV0432
 DV0432                          STATION DESCRIPTION
 DV0432
 DV0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DV0432'2.0 MI S FROM PHOENIX.
 DV0432'2.0 MILES SOUTH ALONG SOUTH CENTRAL AVENUE FROM THE UNION STATION AT
 DV0432'PHOENIX, AT THE BRIDGE OVER SALT RIVER, AND IN THE TOP OF THE
 DV0432'SOUTHEAST WING WALL.  A STANDARD DISK, STAMPED X 270 RESET 1949.
 DV0432'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 DV0432'ENGINEERS OF THE STATE HIGHWAY DEPARTMENT IN DECEMBER 1949.
 DV0432
 DV0432                          STATION RECOVERY (1992)
 DV0432
 DV0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0432'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0379 ***********************************************************************
 DV0379  DESIGNATION -  X 271
 DV0379  PID         -  DV0379
 DV0379  STATE/COUNTY-  AZ/MARICOPA
 DV0379  USGS QUAD   -  FOWLER (1982)
 DV0379
 DV0379                         *CURRENT SURVEY CONTROL
 DV0379  ___________________________________________________________________
 DV0379* NAD 83(1986)-  33 23 31.     (N)    112 09 38.     (W)     SCALED    
 DV0379* NAVD 88     -       310.66   (+/-2cm)    1019.2    (feet)  VERTCON   
 DV0379  ___________________________________________________________________
 DV0379  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DV0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0379
 DV0379.The horizontal coordinates were scaled from a topographic map and have
 DV0379.an estimated accuracy of +/- 6 seconds.
 DV0379
 DV0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0379.The vertical order pertains to the NGVD 29 superseded value.
 DV0379
 DV0379.The geoid height was determined by GEOID03.
 DV0379
 DV0379;                    North         East    Units  Estimated Accuracy
 DV0379;SPC AZ C     -   265,240.      190,670.      MT  (+/- 180 meters Scaled)
 DV0379
 DV0379                          SUPERSEDED SURVEY CONTROL
 DV0379
 DV0379  NGVD 29 (??/??/92)  310.022  (m)         1017.13   (f) ADJ UNCH    2 0
 DV0379
 DV0379.Superseded values are not recommended for survey control.
 DV0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0379.See file dsdata.txt to determine how the superseded data were derived.
 DV0379
 DV0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB920953(NAD 83)
 DV0379_MARKER: DB = BENCH MARK DISK
 DV0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0379_STAMPING: X 271 1948
 DV0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0379+STABILITY: SURFACE MOTION
 DV0379
 DV0379  HISTORY     - Date     Condition        Report By
 DV0379  HISTORY     - 1948     MONUMENTED       CGS
 DV0379  HISTORY     - 1962     MARK NOT FOUND   NGS
 DV0379  HISTORY     - 20070629 MARK NOT FOUND   GEOCAC
 DV0379
 DV0379                          STATION DESCRIPTION
 DV0379
 DV0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0379'8.6 MI N FROM KOMATKE.
 DV0379'8.1 MILES NORTH ALONG LATERAL 17 FROM KOMATKE, THENCE 0.5 MILES EAST
 DV0379'ALONG A PAVED ROAD, 26.6 FEET NORTH OF THE CENTER LINE OF THE PAVED
 DV0379'ROAD, 12.5 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING TO A
 DV0379'FARM, 10.4 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING TO A
 DV0379'SMALL HOUSE, 2.3 FEET EAST OF A POWER LINE POLE, 0.5 FEET BELOW THE
 DV0379'LEVEL OF THE ROAD AND 2.1 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 DV0379'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DV0379'GROUND.
 DV0379
 DV0379                          STATION RECOVERY (1962)
 DV0379
 DV0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0379'MARK NOT FOUND.
 DV0379
 DV0379                          STATION RECOVERY (2007)
 DV0379
 DV0379'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0379'THE ROAD HAS BEEN WIDENED AND THE DESCRIBED LOCATION IS PAVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0407 ***********************************************************************
 DV0407  DESIGNATION -  X 272
 DV0407  PID         -  DV0407
 DV0407  STATE/COUNTY-  AZ/MARICOPA
 DV0407  USGS QUAD   -  PHOENIX (1982)
 DV0407
 DV0407                         *CURRENT SURVEY CONTROL
 DV0407  ___________________________________________________________________
 DV0407* NAD 83(1986)-  33 22 40.     (N)    112 01 24.     (W)     SCALED    
 DV0407* NAVD 88     -       360.92   (+/-2cm)    1184.1    (feet)  VERTCON   
 DV0407  ___________________________________________________________________
 DV0407  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0407
 DV0407.The horizontal coordinates were scaled from a topographic map and have
 DV0407.an estimated accuracy of +/- 6 seconds.
 DV0407
 DV0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0407.The vertical order pertains to the NGVD 29 superseded value.
 DV0407
 DV0407.The geoid height was determined by GEOID03.
 DV0407
 DV0407;                    North         East    Units  Estimated Accuracy
 DV0407;SPC AZ C     -   263,650.      203,440.      MT  (+/- 180 meters Scaled)
 DV0407
 DV0407                          SUPERSEDED SURVEY CONTROL
 DV0407
 DV0407  NGVD 29 (??/??/92)  360.274  (m)         1182.00   (f) ADJ UNCH    2 0
 DV0407
 DV0407.Superseded values are not recommended for survey control.
 DV0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0407.See file dsdata.txt to determine how the superseded data were derived.
 DV0407
 DV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB048936(NAD 83)
 DV0407_MARKER: DD = SURVEY DISK
 DV0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0407_STAMPING: X 272
 DV0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0407+STABILITY: SURFACE MOTION
 DV0407
 DV0407  HISTORY     - Date     Condition        Report By
 DV0407  HISTORY     - UNK      MONUMENTED       AZHD
 DV0407  HISTORY     - 1948     GOOD             NGS
 DV0407  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DV0407
 DV0407                          STATION DESCRIPTION
 DV0407
 DV0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0407'4.6 MI W FROM PETERSON.
 DV0407'4.6 MILES WEST ALONG THE BASELINE ROAD FROM PETERSON, 23.9 FEET WEST
 DV0407'OF THE CENTER LINE OF A ROAD LEADING SOUTH TO A HOUSE, 19.7 FEET SOUTH
 DV0407'OF THE CENTER LINE OF THE BASELINE ROAD, AT THE BASE OF THE SIGN
 DV0407'F.A.S. 23(2), 1.0 FOOT ABOVE THE LEVEL OF THE ROAD AND ABOUT LEVEL
 DV0407'WITH THE GROUND, SET IN THE TOP OF A CONCRETE POST, A STANDARD AHD
 DV0407'BRONZE DISK.
 DV0407
 DV0407                          STATION RECOVERY (2006)
 DV0407
 DV0407'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0407'BASELINE ROAD HAS BEEN CONSIDERABLY WIDENED IN THIS AREA. ANYTHING
 DV0407'WITHIN FIFTY FEET OF THE CENTERLINE HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0358 ***********************************************************************
 DV0358  DESIGNATION -  X 273
 DV0358  PID         -  DV0358
 DV0358  STATE/COUNTY-  AZ/PINAL
 DV0358  USGS QUAD   -  MARICOPA (1978)
 DV0358
 DV0358                         *CURRENT SURVEY CONTROL
 DV0358  ___________________________________________________________________
 DV0358* NAD 83(1986)-  33 04 21.     (N)    112 02 39.     (W)     SCALED    
 DV0358* NAVD 88     -       355.33   (+/-2cm)    1165.8    (feet)  VERTCON   
 DV0358  ___________________________________________________________________
 DV0358  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0358
 DV0358.The horizontal coordinates were scaled from a topographic map and have
 DV0358.an estimated accuracy of +/- 6 seconds.
 DV0358
 DV0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0358.The vertical order pertains to the NGVD 29 superseded value.
 DV0358
 DV0358.The geoid height was determined by GEOID03.
 DV0358
 DV0358;                    North         East    Units  Estimated Accuracy
 DV0358;SPC AZ C     -   229,800.      201,460.      MT  (+/- 180 meters Scaled)
 DV0358
 DV0358                          SUPERSEDED SURVEY CONTROL
 DV0358
 DV0358  NGVD 29 (??/??/92)  354.817  (m)         1164.10   (f) ADJ UNCH    1 2
 DV0358
 DV0358.Superseded values are not recommended for survey control.
 DV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0358.See file dsdata.txt to determine how the superseded data were derived.
 DV0358
 DV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB025598(NAD 83)
 DV0358_MARKER: DB = BENCH MARK DISK
 DV0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0358_STAMPING: X 273 1948
 DV0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0358+STABILITY: SURFACE MOTION
 DV0358
 DV0358  HISTORY     - Date     Condition        Report By
 DV0358  HISTORY     - 1948     MONUMENTED       CGS
 DV0358  HISTORY     - 1949     GOOD             NGS
 DV0358  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0358  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0358  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0358
 DV0358                          STATION DESCRIPTION
 DV0358
 DV0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0358'1.1 MI N FROM MARICOPA.
 DV0358'1.1 MILES NORTH ALONG THE OLD RAILROAD BED FROM THE POST OFFICE AT
 DV0358'MARICOPA, 86.5 FEET EAST OF MILE POST 940, 26.3 FEET EAST OF THE
 DV0358'CENTER LINE OF THE ROAD, 3.3 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT
 DV0358'WEST OF A WIRE FENCE, 3.2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 DV0358'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 DV0358'GROUND.
 DV0358
 DV0358                          STATION RECOVERY (1949)
 DV0358
 DV0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0358'RECOVERED IN GOOD CONDITION.
 DV0358
 DV0358                          STATION RECOVERY (1980)
 DV0358
 DV0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0358'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0358'AND THE AREA IS NOW A PLOWED FIELD.
 DV0358
 DV0358                          STATION RECOVERY (1980)
 DV0358
 DV0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0358'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0358'AND THE AREA IS NOW A PLOWED FIELD.
 DV0358
 DV0358                          STATION RECOVERY (2007)
 DV0358
 DV0358'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0358'THE DESCRIBED LOCATION IS NOW A MAJOR INTERSECTION WITHIN THE CITY
 DV0358'LIMITS OF MARICOPA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0395 ***********************************************************************
 DV0395  DESIGNATION -  X 274
 DV0395  PID         -  DV0395
 DV0395  STATE/COUNTY-  AZ/PINAL
 DV0395  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0395
 DV0395                         *CURRENT SURVEY CONTROL
 DV0395  ___________________________________________________________________
 DV0395* NAD 83(1986)-  33 13 13.     (N)    112 09 56.     (W)     SCALED    
 DV0395* NAVD 88     -       318.26   (+/-2cm)    1044.2    (feet)  VERTCON   
 DV0395  ___________________________________________________________________
 DV0395  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DV0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0395
 DV0395.The horizontal coordinates were scaled from a topographic map and have
 DV0395.an estimated accuracy of +/- 6 seconds.
 DV0395
 DV0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0395.The vertical order pertains to the NGVD 29 superseded value.
 DV0395
 DV0395.The geoid height was determined by GEOID03.
 DV0395
 DV0395;                    North         East    Units  Estimated Accuracy
 DV0395;SPC AZ C     -   246,210.      190,160.      MT  (+/- 180 meters Scaled)
 DV0395
 DV0395                          SUPERSEDED SURVEY CONTROL
 DV0395
 DV0395  NGVD 29 (??/??/92)  317.666  (m)         1042.21   (f) ADJ UNCH    2 0
 DV0395
 DV0395.Superseded values are not recommended for survey control.
 DV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0395.See file dsdata.txt to determine how the superseded data were derived.
 DV0395
 DV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB913763(NAD 83)
 DV0395_MARKER: DB = BENCH MARK DISK
 DV0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0395_STAMPING: X 274 1948
 DV0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0395+STABILITY: SURFACE MOTION
 DV0395
 DV0395  HISTORY     - Date     Condition        Report By
 DV0395  HISTORY     - 1948     MONUMENTED       CGS
 DV0395  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0395
 DV0395                          STATION DESCRIPTION
 DV0395
 DV0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0395'4.1 MI S FROM KOMATKE.
 DV0395'4.1 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 0.5 MILE
 DV0395'SOUTH OF A OLD CHURCH, 91.0 FEET NORTHWEST OF A SMALL WASH, 53.3 FEET
 DV0395'WEST OF THE CENTER LINE OF THE ROAD, SET AT THE NORTHEAST EDGE OF A
 DV0395'SMALL KNOLL, 3.5 FEET ABOVE THE LEVEL OF THE ROAD, 3.3 FEET WEST OF A
 DV0395'WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0395'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DV0395
 DV0395                          STATION RECOVERY (2007)
 DV0395
 DV0395'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0395'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0395'MARK.
 DV0395' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0844 ***********************************************************************
 DU0844  DESIGNATION -  X 275
 DU0844  PID         -  DU0844
 DU0844  STATE/COUNTY-  AZ/PINAL
 DU0844  USGS QUAD   -  SACATON BUTTE (1967)
 DU0844
 DU0844                         *CURRENT SURVEY CONTROL
 DU0844  ___________________________________________________________________
 DU0844* NAD 83(1986)-  33 07 04.     (N)    111 56 40.     (W)     SCALED    
 DU0844* NAVD 88     -       358.35   (+/-2cm)    1175.7    (feet)  VERTCON   
 DU0844  ___________________________________________________________________
 DU0844  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DU0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0844
 DU0844.The horizontal coordinates were scaled from a topographic map and have
 DU0844.an estimated accuracy of +/- 6 seconds.
 DU0844
 DU0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0844.The vertical order pertains to the NGVD 29 superseded value.
 DU0844
 DU0844.The geoid height was determined by GEOID03.
 DU0844
 DU0844;                    North         East    Units  Estimated Accuracy
 DU0844;SPC AZ C     -   234,810.      210,770.      MT  (+/- 180 meters Scaled)
 DU0844
 DU0844                          SUPERSEDED SURVEY CONTROL
 DU0844
 DU0844  NGVD 29 (??/??/92)  357.866  (m)         1174.10   (f) ADJ UNCH    2 0
 DU0844
 DU0844.Superseded values are not recommended for survey control.
 DU0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0844.See file dsdata.txt to determine how the superseded data were derived.
 DU0844
 DU0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB118647(NAD 83)
 DU0844_MARKER: DB = BENCH MARK DISK
 DU0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0844_SP_SET: CULVERT
 DU0844_STAMPING: X 275 1948
 DU0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0844
 DU0844  HISTORY     - Date     Condition        Report By
 DU0844  HISTORY     - 1948     MONUMENTED       CGS
 DU0844  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0844  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0844
 DU0844                          STATION DESCRIPTION
 DU0844
 DU0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0844'3.5 MI W FROM CASA BLANCA.
 DU0844'3.5 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0844'40.6 FEET WEST OF THE CENTER LINE OF THE HOUSTON ROAD, 17.3 FEET NORTH
 DU0844'OF THE CENTER LINE OF THE MAIN ROAD, 0.8 FOOT ABOVE THE LEVEL OF THE
 DU0844'ROAD, SET IN THE TOP AND IN THE CENTER OF THE NORTH CONCRETE HEADWALL
 DU0844'OF A CULVERT IN THE ROAD FOR A IRRIGATION DITCH.
 DU0844
 DU0844                          STATION RECOVERY (1994)
 DU0844
 DU0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0844'MARK NOT FOUND.
 DU0844
 DU0844                          STATION RECOVERY (2007)
 DU0844
 DU0844'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0844'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0844'MARK. THE CULVERT AND IT'S ASSOCIATED HEADWALL HAVE BEEN REMOVED.
 DU0844'ASSUMED DESTROYED. ARMY MAP SERVICE MARK TL T 27 WAS FOUND UPROOTED
 DU0844'NEARBY, AND THE DISK RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0721 ***********************************************************************
 DU0721  DESIGNATION -  X 276
 DU0721  PID         -  DU0721
 DU0721  STATE/COUNTY-  AZ/MARICOPA
 DU0721  USGS QUAD   -  CHANDLER (1981)
 DU0721
 DU0721                         *CURRENT SURVEY CONTROL
 DU0721  ___________________________________________________________________
 DU0721* NAD 83(1986)-  33 17 55.     (N)    111 49 21.     (W)     SCALED    
 DU0721* NAVD 88     -       374.18   (+/-2cm)    1227.6    (feet)  VERTCON   
 DU0721  ___________________________________________________________________
 DU0721  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0721
 DU0721.The horizontal coordinates were scaled from a topographic map and have
 DU0721.an estimated accuracy of +/- 6 seconds.
 DU0721
 DU0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0721.The vertical order pertains to the NGVD 29 superseded value.
 DU0721
 DU0721.The geoid height was determined by GEOID03.
 DU0721
 DU0721;                    North         East    Units  Estimated Accuracy
 DU0721;SPC AZ C     -   254,870.      222,130.      MT  (+/- 180 meters Scaled)
 DU0721
 DU0721                          SUPERSEDED SURVEY CONTROL
 DU0721
 DU0721  NGVD 29 (??/??/92)  373.654  (m)         1225.90   (f) ADJ UNCH    2 0
 DU0721
 DU0721.Superseded values are not recommended for survey control.
 DU0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0721.See file dsdata.txt to determine how the superseded data were derived.
 DU0721
 DU0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB234846(NAD 83)
 DU0721_MARKER: DD = SURVEY DISK
 DU0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0721_SP_SET: WATER WAY
 DU0721_STAMPING: X 276
 DU0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0721
 DU0721  HISTORY     - Date     Condition        Report By
 DU0721  HISTORY     - UNK      MONUMENTED       BOR
 DU0721  HISTORY     - 1948     GOOD             NGS
 DU0721  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 DU0721
 DU0721                          STATION DESCRIPTION
 DU0721
 DU0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0721'0.9 MI E FROM CHANDLER.
 DU0721'0.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0721'STATION AT CHANDLER, THENCE 0.9 MILE EAST, 105 FEET NORTHWEST OF THE
 DU0721'ENTRANCE TO THE WIGGINS AIRPORT, 104 FEET SOUTHEAST OF THE SOUTHEAST
 DU0721'CORNER OF A SUB STATION, 38.5 FEET WEST OF THE CENTER LINE OF A DIRT
 DU0721'ROAD, 30.7 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.1 FEET WEST OF
 DU0721'THE CENTER LINE OF AN IRRIGATION DITCH, 3.0 FEET ABOVE THE LEVEL OF
 DU0721'THE ROAD, 0.4 FOOT NORTHEAST OF A 3 INCH IRON PIPE, SET IN THE TOP AND
 DU0721'IN THE CENTER OF THE WEST CONCRETE HEADWALL OF A LARGE WATER WAY.
 DU0721
 DU0721                          STATION RECOVERY (2006)
 DU0721
 DU0721'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0721'THE AIRSTRIP IS GONE, NOW A SCHOOLYARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0985 ***********************************************************************
 CZ0985  DESIGNATION -  X 277 RESET
 CZ0985  PID         -  CZ0985
 CZ0985  STATE/COUNTY-  AZ/PINAL
 CZ0985  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ0985
 CZ0985                         *CURRENT SURVEY CONTROL
 CZ0985  ___________________________________________________________________
 CZ0985* NAD 83(1986)-  32 54 26.     (N)    111 48 23.     (W)     SCALED    
 CZ0985* NAVD 88     -       412.171  (meters)    1352.26   (feet)  ADJUSTED  
 CZ0985  ___________________________________________________________________
 CZ0985  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CZ0985  DYNAMIC HT  -         411.669 (meters)    1350.62  (feet)  COMP
 CZ0985  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 CZ0985  OBS GRAVITY -     979,410.1   (mgal)                       GRAV_OBS
 CZ0985
 CZ0985  VERT ORDER  -  FIRST     CLASS II
 CZ0985
 CZ0985.The horizontal coordinates were scaled from a topographic map and have
 CZ0985.an estimated accuracy of +/- 6 seconds.
 CZ0985
 CZ0985.The orthometric height was determined by differential leveling
 CZ0985.and adjusted in June 1991.
 CZ0985
 CZ0985.The geoid height was determined by GEOID03.
 CZ0985
 CZ0985.The dynamic height is computed by dividing the NAVD 88
 CZ0985.geopotential number by the normal gravity value computed on the
 CZ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0985.degrees latitude (g = 980.6199 gals.).
 CZ0985
 CZ0985.The modeled gravity was interpolated from observed gravity values.
 CZ0985.The observed gravity was obtained from relative gravimeter ties
 CZ0985.to the IGSN71 gravity network.
 CZ0985
 CZ0985;                    North         East    Units  Estimated Accuracy
 CZ0985;SPC AZ C     -   211,470.      223,680.      MT  (+/- 180 meters Scaled)
 CZ0985
 CZ0985                          SUPERSEDED SURVEY CONTROL
 CZ0985
 CZ0985  NGVD 29 (??/??/92)  411.568  (m)         1350.29   (f) ADJ UNCH    1 2
 CZ0985
 CZ0985.Superseded values are not recommended for survey control.
 CZ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0985.See file dsdata.txt to determine how the superseded data were derived.
 CZ0985
 CZ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB245412(NAD 83)
 CZ0985_MARKER: DB = BENCH MARK DISK
 CZ0985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0985_SP_SET: ABUTMENT
 CZ0985_STAMPING: X 277 1948 RESET 1957
 CZ0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0985+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 CZ0985
 CZ0985  HISTORY     - Date     Condition        Report By
 CZ0985  HISTORY     - 1957     MONUMENTED       CGS
 CZ0985  HISTORY     - 1967     GOOD             NGS
 CZ0985  HISTORY     - 1968     GOOD             NGS
 CZ0985  HISTORY     - 1980     GOOD             NGS
 CZ0985  HISTORY     - 1980     GOOD             NGS
 CZ0985  HISTORY     - 20061106 GOOD             GEOCAC
 CZ0985
 CZ0985                          STATION DESCRIPTION
 CZ0985
 CZ0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ0985'3.75 MI NW FROM CASA GRANDE.
 CZ0985'ABOUT 3.75 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CZ0985'THE STATION AT CASA GRANDE, IN S 14, T 6 S, R 5 E, 5 POLES SOUTHEAST
 CZ0985'OF MILEPOST 915, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS,
 CZ0985'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 CZ0985'OF RAILROAD BRIDGE NUMBER 915.17, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 CZ0985'OF THE TRACKS.
 CZ0985
 CZ0985                          STATION RECOVERY (1968)
 CZ0985
 CZ0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0985'RECOVERED IN GOOD CONDITION.
 CZ0985
 CZ0985                          STATION RECOVERY (1980)
 CZ0985
 CZ0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0985'RECOVERED IN GOOD CONDITION.
 CZ0985
 CZ0985                          STATION RECOVERY (1980)
 CZ0985
 CZ0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0985'RECOVERED IN GOOD CONDITION.
 CZ0985
 CZ0985                          STATION RECOVERY (2006)
 CZ0985
 CZ0985'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1034 ***********************************************************************
 CZ1034  DESIGNATION -  X 278
 CZ1034  PID         -  CZ1034
 CZ1034  STATE/COUNTY-  AZ/PINAL
 CZ1034  USGS QUAD   -  CASA GRANDE MTS (1992)
 CZ1034
 CZ1034                         *CURRENT SURVEY CONTROL
 CZ1034  ___________________________________________________________________
 CZ1034* NAD 83(1986)-  32 47 49.     (N)    111 37 41.     (W)     SCALED    
 CZ1034* NAVD 88     -       458.222  (meters)    1503.35   (feet)  ADJUSTED  
 CZ1034  ___________________________________________________________________
 CZ1034  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1034  DYNAMIC HT  -         457.654 (meters)    1501.49  (feet)  COMP
 CZ1034  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 CZ1034  OBS GRAVITY -     979,383.4   (mgal)                       GRAV_OBS
 CZ1034
 CZ1034  VERT ORDER  -  FIRST     CLASS II
 CZ1034
 CZ1034.The horizontal coordinates were scaled from a topographic map and have
 CZ1034.an estimated accuracy of +/- 6 seconds.
 CZ1034
 CZ1034.The orthometric height was determined by differential leveling
 CZ1034.and adjusted in November 1993.
 CZ1034
 CZ1034.The geoid height was determined by GEOID03.
 CZ1034
 CZ1034.The dynamic height is computed by dividing the NAVD 88
 CZ1034.geopotential number by the normal gravity value computed on the
 CZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1034.degrees latitude (g = 980.6199 gals.).
 CZ1034
 CZ1034.The modeled gravity was interpolated from observed gravity values.
 CZ1034.The observed gravity was obtained from relative gravimeter ties
 CZ1034.to the IGSN71 gravity network.
 CZ1034
 CZ1034;                    North         East    Units  Estimated Accuracy
 CZ1034;SPC AZ C     -   199,270.      240,390.      MT  (+/- 180 meters Scaled)
 CZ1034
 CZ1034                          SUPERSEDED SURVEY CONTROL
 CZ1034
 CZ1034  NAVD 88 (06/15/91)  458.315  (m)         1503.66   (f) UNKNOWN     1 2
 CZ1034  NGVD 29 (??/??/92)  458.077  (m)         1502.87   (f) ADJ UNCH    1 2
 CZ1034
 CZ1034.Superseded values are not recommended for survey control.
 CZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1034.See file dsdata.txt to determine how the superseded data were derived.
 CZ1034
 CZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB411289(NAD 83)
 CZ1034_MARKER: DB = BENCH MARK DISK
 CZ1034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1034_SP_SET: HEADWALL
 CZ1034_STAMPING: X 278 1948
 CZ1034_MARK LOGO: CGS   
 CZ1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1034+STABILITY: SURFACE MOTION
 CZ1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1034+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1034
 CZ1034  HISTORY     - Date     Condition        Report By
 CZ1034  HISTORY     - 1948     MONUMENTED       CGS
 CZ1034  HISTORY     - 1967     GOOD             NGS
 CZ1034  HISTORY     - 1980     GOOD             NGS
 CZ1034  HISTORY     - 1980     GOOD             NGS
 CZ1034  HISTORY     - 1984     GOOD             NGS
 CZ1034  HISTORY     - 19911205 GOOD             NGS
 CZ1034  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1034
 CZ1034                          STATION DESCRIPTION
 CZ1034
 CZ1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1034'5.3 MI NW FROM ELOY.
 CZ1034'ABOUT 5.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1034'STATION AT ELOY, IN S 21, T 7 S, R 7 E, 13 POLES NORTHWEST OF THE
 CZ1034'STATION SIGN AT TOLTEC, 236 FEET NORTH OF MILEPOST NUMBER 928, 163
 CZ1034'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS,
 CZ1034'28 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 84, SET IN THE
 CZ1034'TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A CONCRETE
 CZ1034'CULVERT UNDER THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CZ1034'HIGHWAY.
 CZ1034
 CZ1034                          STATION RECOVERY (1980)
 CZ1034
 CZ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1034'14.8 KILOMETERS (9.2 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1034'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN TOP OF THE SOUTHEAST
 CZ1034'END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX CULVERT UNDER HIGHWAY
 CZ1034'84, 49.7 METERS (163 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE
 CZ1034'NORTHEAST TRACKS, 71.9 METERS (236 FEET) NORTH OF RAILROAD MILE POST
 CZ1034'928 AND 8.5 METERS (28 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ1034'HIGHWAY.
 CZ1034
 CZ1034                          STATION RECOVERY (1980)
 CZ1034
 CZ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1034'14.8 KILOMETERS (9.2 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1034'RAILROAD FROM THE STATION AT CASA GRANDE, SET IN TOP OF THE SOUTHEAST
 CZ1034'END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX CULVERT UNDER HIGHWAY
 CZ1034'84, 49.7 METERS (163 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE
 CZ1034'NORTHEAST TRACKS, 71.9 METERS (236 FEET) NORTH OF RAILROAD MILE POST
 CZ1034'928 AND 8.5 METERS (28 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CZ1034'HIGHWAY.
 CZ1034
 CZ1034                          STATION RECOVERY (1984)
 CZ1034
 CZ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1034'RECOVERED IN GOOD CONDITION.  THE 1980 DESCRIPTION L24555 PART 8 IS
 CZ1034'ADEQUATE EXCEPT THE CITY LIMITS SIGN HAS BEEN TORN DOWN.
 CZ1034
 CZ1034                          STATION RECOVERY (1991)
 CZ1034
 CZ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1034'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1034'ELOY, THENCE 8.6 KM (5.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 84,
 CZ1034'IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 CZ1034'SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 8.5 M (27.9 FT) SOUTHWEST
 CZ1034'OF THE HIGHWAY CENTERLINE, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE
 CZ1034'HIGHWAY.
 CZ1034
 CZ1034                          STATION RECOVERY (2007)
 CZ1034
 CZ1034'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0302 ***********************************************************************
 DV0302  DESIGNATION -  X 279
 DV0302  PID         -  DV0302
 DV0302  STATE/COUNTY-  AZ/MARICOPA
 DV0302  USGS QUAD   -  MOBILE (1978)
 DV0302
 DV0302                         *CURRENT SURVEY CONTROL
 DV0302  ___________________________________________________________________
 DV0302* NAD 83(1986)-  33 02 19.     (N)    112 20 13.     (W)     SCALED    
 DV0302* NAVD 88     -       427.762  (meters)    1403.42   (feet)  ADJUSTED  
 DV0302  ___________________________________________________________________
 DV0302  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DV0302  DYNAMIC HT  -         427.244 (meters)    1401.72  (feet)  COMP
 DV0302  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 DV0302
 DV0302  VERT ORDER  -  FIRST     CLASS II
 DV0302
 DV0302.The horizontal coordinates were scaled from a topographic map and have
 DV0302.an estimated accuracy of +/- 6 seconds.
 DV0302
 DV0302.The orthometric height was determined by differential leveling
 DV0302.and adjusted in June 1991.
 DV0302
 DV0302.The geoid height was determined by GEOID03.
 DV0302
 DV0302.The dynamic height is computed by dividing the NAVD 88
 DV0302.geopotential number by the normal gravity value computed on the
 DV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0302.degrees latitude (g = 980.6199 gals.).
 DV0302
 DV0302.The modeled gravity was interpolated from observed gravity values.
 DV0302
 DV0302;                    North         East    Units  Estimated Accuracy
 DV0302;SPC AZ C     -   226,110.      174,110.      MT  (+/- 180 meters Scaled)
 DV0302
 DV0302                          SUPERSEDED SURVEY CONTROL
 DV0302
 DV0302  NGVD 29 (??/??/92)  427.147  (m)         1401.40   (f) ADJ UNCH    1 2
 DV0302
 DV0302.Superseded values are not recommended for survey control.
 DV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0302.See file dsdata.txt to determine how the superseded data were derived.
 DV0302
 DV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB751563(NAD 83)
 DV0302_MARKER: DB = BENCH MARK DISK
 DV0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0302_SP_SET: ABUTMENT
 DV0302_STAMPING: X 279 1948
 DV0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0302+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0302
 DV0302  HISTORY     - Date     Condition        Report By
 DV0302  HISTORY     - 1948     MONUMENTED       CGS
 DV0302  HISTORY     - 1967     GOOD             NGS
 DV0302  HISTORY     - 1980     GOOD             NGS
 DV0302  HISTORY     - 1980     GOOD             NGS
 DV0302  HISTORY     - 19941202 GOOD             USPSQD
 DV0302  HISTORY     - 20070321 GOOD             GEOCAC
 DV0302
 DV0302                          STATION DESCRIPTION
 DV0302
 DV0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0302'3.9 MI W FROM MOBILE.
 DV0302'ABOUT 3.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0302'NELSON ELEMENTARY SCHOOL AT MOBILE, IN S 35, T 4 S, R 1 W, 9 POLES
 DV0302'SOUTHEAST OF MILEPOST 880, 5 1/2 FEET NORTH OF THE NORTH RAIL OF THE
 DV0302'NORTH TRACK, SET IN THE BOTTOM OF A 1 FOOT DEEP, 6 X 6-INCH HOLE IN
 DV0302'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 DV0302'880.29, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 DV0302
 DV0302                          STATION RECOVERY (1980)
 DV0302
 DV0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0302'RECOVERED IN GOOD CONDITION.
 DV0302
 DV0302                          STATION RECOVERY (1980)
 DV0302
 DV0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0302'RECOVERED IN GOOD CONDITION.
 DV0302
 DV0302                          STATION RECOVERY (1994)
 DV0302
 DV0302'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0302'RECOVERED IN GOOD CONDITION.
 DV0302
 DV0302                          STATION RECOVERY (2007)
 DV0302
 DV0302'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0090 ***********************************************************************
 ET0090  DESIGNATION -  X 28
 ET0090  PID         -  ET0090
 ET0090  STATE/COUNTY-  AZ/YAVAPAI
 ET0090  USGS QUAD   -  CLARKDALE (1973)
 ET0090
 ET0090                         *CURRENT SURVEY CONTROL
 ET0090  ___________________________________________________________________
 ET0090* NAD 83(1986)-  34 45 19.     (N)    112 05 30.     (W)     SCALED    
 ET0090* NAVD 88     -      1288.896  (meters)    4228.65   (feet)  POSTED    
 ET0090  ___________________________________________________________________
 ET0090  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ET0090  DYNAMIC HT  -        1287.210 (meters)    4223.12  (feet)  COMP
 ET0090  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 ET0090
 ET0090  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0090
 ET0090.The horizontal coordinates were scaled from a topographic map and have
 ET0090.an estimated accuracy of +/- 6 seconds.
 ET0090
 ET0090.The orthometric height was determined by differential leveling
 ET0090.and adjusted in November 2005.
 ET0090.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0090.rate of 2.1 thru 3.0 mm/km.
 ET0090
 ET0090.The geoid height was determined by GEOID03.
 ET0090
 ET0090.The dynamic height is computed by dividing the NAVD 88
 ET0090.geopotential number by the normal gravity value computed on the
 ET0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0090.degrees latitude (g = 980.6199 gals.).
 ET0090
 ET0090.The modeled gravity was interpolated from observed gravity values.
 ET0090
 ET0090;                    North         East    Units  Estimated Accuracy
 ET0090;SPC AZ C     -   416,440.      197,340.      MT  (+/- 180 meters Scaled)
 ET0090
 ET0090                          SUPERSEDED SURVEY CONTROL
 ET0090
 ET0090  NGVD 29 (??/??/92) 1288.102  (m)         4226.05   (f) ADJ UNCH    1 2
 ET0090
 ET0090.Superseded values are not recommended for survey control.
 ET0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0090.See file dsdata.txt to determine how the superseded data were derived.
 ET0090
 ET0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD000464(NAD 83)
 ET0090_MARKER: DB = BENCH MARK DISK
 ET0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0090_STAMPING: 4226.048 X 28 1933
 ET0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0090+STABILITY: SURFACE MOTION
 ET0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0090+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2007
 ET0090
 ET0090  HISTORY     - Date     Condition        Report By
 ET0090  HISTORY     - 1933     MONUMENTED       CGS
 ET0090  HISTORY     - 20010511 GOOD             NGS
 ET0090  HISTORY     - 20070608 GOOD             GEOCAC
 ET0090
 ET0090                          STATION DESCRIPTION
 ET0090
 ET0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0090'3.0 MI E FROM JEROME.
 ET0090'CONCRETE POST, AT SIDE OF PAVED HIGHWAY, SOUTH SLOPE OF RIDGE, IN
 ET0090'SMALL GULCH, 65 FEET NORTH OF HIGHWAY CENTER-LINE.
 ET0090
 ET0090                          STATION RECOVERY (2001)
 ET0090
 ET0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 ET0090'STATION IS ALONG ROUTE AZ 89A (FORMER US 89A) AND ABOUT 5 M BEHIND A
 ET0090'FENCE.
 ET0090
 ET0090                          STATION RECOVERY (2007)
 ET0090
 ET0090'RECOVERY NOTE BY GEOCACHING 2007 (DJH)
 ET0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0719 ***********************************************************************
 ET0719  DESIGNATION -  X 280
 ET0719  PID         -  ET0719
 ET0719  STATE/COUNTY-  AZ/LA PAZ
 ET0719  USGS QUAD   -  POWERLINE WELL (1990)
 ET0719
 ET0719                         *CURRENT SURVEY CONTROL
 ET0719  ___________________________________________________________________
 ET0719* NAD 83(1986)-  34 00 39.     (N)    113 56 56.     (W)     SCALED    
 ET0719* NAVD 88     -       360.02   (+/-2cm)    1181.2    (feet)  VERTCON   
 ET0719  ___________________________________________________________________
 ET0719  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 ET0719  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0719
 ET0719.The horizontal coordinates were scaled from a topographic map and have
 ET0719.an estimated accuracy of +/- 6 seconds.
 ET0719
 ET0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0719.The vertical order pertains to the NGVD 29 superseded value.
 ET0719
 ET0719.The geoid height was determined by GEOID03.
 ET0719
 ET0719;                    North         East    Units  Estimated Accuracy
 ET0719;SPC AZ W     -   333,880.      194,990.      MT  (+/- 180 meters Scaled)
 ET0719
 ET0719                          SUPERSEDED SURVEY CONTROL
 ET0719
 ET0719  NGVD 29 (??/??/92)  359.382  (m)         1179.07   (f) ADJ UNCH    1 2
 ET0719
 ET0719.Superseded values are not recommended for survey control.
 ET0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0719.See file dsdata.txt to determine how the superseded data were derived.
 ET0719
 ET0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC276672(NAD 83)
 ET0719_MARKER: DB = BENCH MARK DISK
 ET0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0719_STAMPING: X 280 1948
 ET0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0719+STABILITY: SURFACE MOTION
 ET0719
 ET0719  HISTORY     - Date     Condition        Report By
 ET0719  HISTORY     - 1948     MONUMENTED       CGS
 ET0719
 ET0719                          STATION DESCRIPTION
 ET0719
 ET0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0719'7.3 MI NE FROM BOUSE.
 ET0719'7.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0719'AT BOUSE, 104 FEET SOUTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD,
 ET0719'32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTHWEST
 ET0719'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF
 ET0719'THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 ET0719'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0544 ***********************************************************************
 DU0544  DESIGNATION -  X 282
 DU0544  PID         -  DU0544
 DU0544  STATE/COUNTY-  AZ/PINAL
 DU0544  USGS QUAD   -  FLORENCE (1981)
 DU0544
 DU0544                         *CURRENT SURVEY CONTROL
 DU0544  ___________________________________________________________________
 DU0544* NAD 83(1986)-  33 03 15.     (N)    111 23 56.     (W)     SCALED    
 DU0544* NAVD 88     -       453.720  (meters)    1488.58   (feet)  ADJUSTED  
 DU0544  ___________________________________________________________________
 DU0544  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DU0544  DYNAMIC HT  -         453.166 (meters)    1486.76  (feet)  COMP
 DU0544  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 DU0544  OBS GRAVITY -     979,403.0   (mgal)                       GRAV_OBS
 DU0544
 DU0544  VERT ORDER  -  FIRST     CLASS II
 DU0544
 DU0544.The horizontal coordinates were scaled from a topographic map and have
 DU0544.an estimated accuracy of +/- 6 seconds.
 DU0544
 DU0544.The orthometric height was determined by differential leveling
 DU0544.and adjusted in November 1993.
 DU0544
 DU0544.The geoid height was determined by GEOID03.
 DU0544
 DU0544.The dynamic height is computed by dividing the NAVD 88
 DU0544.geopotential number by the normal gravity value computed on the
 DU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0544.degrees latitude (g = 980.6199 gals.).
 DU0544
 DU0544.The modeled gravity was interpolated from observed gravity values.
 DU0544.The observed gravity was obtained from relative gravimeter ties
 DU0544.to the IGSN71 gravity network.
 DU0544
 DU0544;                    North         East    Units  Estimated Accuracy
 DU0544;SPC AZ C     -   227,880.      261,710.      MT  (+/- 180 meters Scaled)
 DU0544
 DU0544                          SUPERSEDED SURVEY CONTROL
 DU0544
 DU0544  NGVD 29 (??/??/92)  453.144  (m)         1486.69   (f) ADJ UNCH    1 2
 DU0544
 DU0544.Superseded values are not recommended for survey control.
 DU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0544.See file dsdata.txt to determine how the superseded data were derived.
 DU0544
 DU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB627573(NAD 83)
 DU0544_MARKER: DB = BENCH MARK DISK
 DU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0544_SP_SET: CONCRETE POST
 DU0544_STAMPING: X 282 1948
 DU0544_MARK LOGO: CGS   
 DU0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0544+STABILITY: SURFACE MOTION
 DU0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0544+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2007
 DU0544
 DU0544  HISTORY     - Date     Condition        Report By
 DU0544  HISTORY     - 1948     MONUMENTED       CGS
 DU0544  HISTORY     - 1967     GOOD             NGS
 DU0544  HISTORY     - 19920110 GOOD             NGS
 DU0544  HISTORY     - 20071226 GOOD             GEOCAC
 DU0544
 DU0544                          STATION DESCRIPTION
 DU0544
 DU0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0544'3.6 MI NW FROM FLORENCE.
 DU0544'ABOUT 0.25 MILE NORTH ALONG PINAL STREET FROM THE COURTHOUSE AT
 DU0544'FLORENCE, THENCE 0.35 MILE EAST ALONG 5TH STREET WHICH IS U.S. HIGHWAY
 DU0544'89 BUSINESS ROUTE, THENCE 1.5 MILE NORTH ALONG U.S. HIGHWAY 80-89,
 DU0544'THENCE 0.5 MILE WEST ALONG HUNT HIGHWAY, THENCE 1.0 MILE WEST ALONG
 DU0544'THE SOUTHERN PACIFIC RAILROAD, IN S 26, T 4 S, R 9 E, 30 FEET SOUTH OF
 DU0544'THE SOUTH RAIL OF THE TRACKS, 118 FEET NORTH OF THE CENTER LINE OF
 DU0544'HUNT HIGHWAY, 25 FEET EAST OF MILEPOST 958, 1.0 FOOT WEST OF A METAL
 DU0544'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 DU0544'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DU0544
 DU0544                          STATION RECOVERY (1992)
 DU0544
 DU0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0544'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU0544'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU0544'THENCE 2.2 KM (1.35 MI) WESTERLY ALONG HUNT HIGHWAY, 36.5 M (119.8
 DU0544'FT) NORTH OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) SOUTHEAST OF
 DU0544'RAILROAD MILEPOST 958, 9.3 M (30.5 FT) SOUTH OF THE NEAR RAIL OF THE
 DU0544'SOUTHERN PACIFIC RAILROAD, 3.2 M (10.5 FT) NORTH OF THE CENTER OF A
 DU0544'TRACK ROAD, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 DU0544'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 DU0544
 DU0544                          STATION RECOVERY (2007)
 DU0544
 DU0544'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0208 ***********************************************************************
 DV0208  DESIGNATION -  X 284
 DV0208  PID         -  DV0208
 DV0208  STATE/COUNTY-  AZ/MARICOPA
 DV0208  USGS QUAD   -  GLENDALE (1982)
 DV0208
 DV0208                         *CURRENT SURVEY CONTROL
 DV0208  ___________________________________________________________________
 DV0208* NAD 83(1986)-  33 34 54.     (N)    112 11 09.     (W)     SCALED    
 DV0208* NAVD 88     -       361.72   (+/-2cm)    1186.7    (feet)  VERTCON   
 DV0208  ___________________________________________________________________
 DV0208  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DV0208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0208
 DV0208.The horizontal coordinates were scaled from a topographic map and have
 DV0208.an estimated accuracy of +/- 6 seconds.
 DV0208
 DV0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0208.The vertical order pertains to the NGVD 29 superseded value.
 DV0208
 DV0208.The geoid height was determined by GEOID03.
 DV0208
 DV0208;                    North         East    Units  Estimated Accuracy
 DV0208;SPC AZ C     -   286,290.      188,370.      MT  (+/- 180 meters Scaled)
 DV0208
 DV0208                          SUPERSEDED SURVEY CONTROL
 DV0208
 DV0208  NGVD 29 (??/??/92)  361.168  (m)         1184.93   (f) ADJ UNCH    2 0
 DV0208
 DV0208.Superseded values are not recommended for survey control.
 DV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0208.See file dsdata.txt to determine how the superseded data were derived.
 DV0208
 DV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC899164(NAD 83)
 DV0208_MARKER: DB = BENCH MARK DISK
 DV0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0208_STAMPING: X 284 1949
 DV0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0208+STABILITY: SURFACE MOTION
 DV0208
 DV0208  HISTORY     - Date     Condition        Report By
 DV0208  HISTORY     - 1949     MONUMENTED       CGS
 DV0208  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 DV0208  HISTORY     - 20080404 MARK NOT FOUND   GEOCAC
 DV0208
 DV0208                          STATION DESCRIPTION
 DV0208
 DV0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DV0208'13.8 MI NW FROM PHOENIX.
 DV0208'6.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DV0208'FROM THE UNION STATION AT PHOENIX, THENCE 4.9 MILES NORTH ALONG THE
 DV0208'BLACK CANYON ROAD, THENCE 2 MILES WEST ALONG A COUNTY ROAD.  60 FEET
 DV0208'SOUTHEAST OF THE CENTER LINE OF THE INTERSECTION OF NORTH-AND-SOUTH
 DV0208'AND EAST-AND-WEST SECTION-LINE ROADS, 53 FEET EAST OF THE CENTER LINE
 DV0208'OF THE NORTH-AND-SOUTH ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE
 DV0208'EAST-AND-WEST ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, ABOVE
 DV0208'LEVEL WITH THE SURFACE OF THE EAST-WEST ROAD, AND 4 FEET EAST OF A
 DV0208'WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 DV0208'PROJECTING 7 INCHES ABOVE GROUND.
 DV0208
 DV0208                          STATION RECOVERY (2003)
 DV0208
 DV0208'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DV0208'MARK NOT FOUND. CONCRETE WALLS HAVE BEEN BUILT.
 DV0208
 DV0208                          STATION RECOVERY (2008)
 DV0208
 DV0208'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0208'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0208'MARK. THE DESCRIBED LOCATION IS NOW THE INTERSECTION OF 59TH AVE.
 DV0208'(N-S) AND PEORIA AVE. (E-W). BOTH STREETS ARE NOW MAJOR ARTERIALS AND
 DV0208'HAVE BEEN WIDENED CONSIDERABLY. THE LAND TO THE SOUTHEAST OF THE
 DV0208'INTERSECTION HAS BEEN DEVELOPED AND IS NOW THE PARKING LOT AND
 DV0208'ASSOCIATED LANDSCAPE AREAS FOR A WALLGREENS DRUGSTORE. ASSUMED
 DV0208'DESTROYED.
 DV0208' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0660 ***********************************************************************
 ET0660  DESIGNATION -  X 285
 ET0660  PID         -  ET0660
 ET0660  STATE/COUNTY-  AZ/MOHAVE
 ET0660  USGS QUAD   -  SIGNAL (1990)
 ET0660
 ET0660                         *CURRENT SURVEY CONTROL
 ET0660  ___________________________________________________________________
 ET0660* NAD 83(1986)-  34 27 44.     (N)    113 42 50.     (W)     SCALED    
 ET0660* NAVD 88     -       652.692  (meters)    2141.37   (feet)  ADJUSTED  
 ET0660  ___________________________________________________________________
 ET0660  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ET0660  DYNAMIC HT  -         651.934 (meters)    2138.89  (feet)  COMP
 ET0660  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 ET0660
 ET0660  VERT ORDER  -  FIRST     CLASS II
 ET0660
 ET0660.The horizontal coordinates were scaled from a topographic map and have
 ET0660.an estimated accuracy of +/- 6 seconds.
 ET0660
 ET0660.The orthometric height was determined by differential leveling
 ET0660.and adjusted in June 1991.
 ET0660
 ET0660.The geoid height was determined by GEOID03.
 ET0660
 ET0660.The dynamic height is computed by dividing the NAVD 88
 ET0660.geopotential number by the normal gravity value computed on the
 ET0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0660.degrees latitude (g = 980.6199 gals.).
 ET0660
 ET0660.The modeled gravity was interpolated from observed gravity values.
 ET0660
 ET0660;                    North         East    Units  Estimated Accuracy
 ET0660;SPC AZ W     -   383,940.      216,680.      MT  (+/- 180 meters Scaled)
 ET0660
 ET0660                          SUPERSEDED SURVEY CONTROL
 ET0660
 ET0660  NGVD 29 (??/??/92)  651.976  (m)         2139.02   (f) ADJ UNCH    1 2
 ET0660
 ET0660.Superseded values are not recommended for survey control.
 ET0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0660.See file dsdata.txt to determine how the superseded data were derived.
 ET0660
 ET0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD507167(NAD 83)
 ET0660_MARKER: DB = BENCH MARK DISK
 ET0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0660_STAMPING: X 285 1950
 ET0660_MARK LOGO: CGS   
 ET0660_PROJECTION: PROJECTING 15 CENTIMETERS
 ET0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0660+STABILITY: SURFACE MOTION
 ET0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0660+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0660
 ET0660  HISTORY     - Date     Condition        Report By
 ET0660  HISTORY     - 1950     MONUMENTED       CGS
 ET0660  HISTORY     - 1955     GOOD             NGS
 ET0660  HISTORY     - 1981     GOOD             NGS
 ET0660  HISTORY     - 19870501 GOOD             USGS
 ET0660  HISTORY     - 20010122 GOOD             AZ-015
 ET0660
 ET0660                          STATION DESCRIPTION
 ET0660
 ET0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0660'40.2 MI SE FROM YUCCA.
 ET0660'40.2 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0660'AT YUCCA, 0.6 MILE SOUTHEAST OF A PROMINENT SHARP CURVE AND THE
 ET0660'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 0.4 MILE NORTHWEST OF THE
 ET0660'JUNCTION OF THE OLD ROAD LEADING TO SIGNAL, ABOUT 100 YARDS SOUTHEAST
 ET0660'OF THE CROSSING OF A DRY WASH, ABOUT 38 YARDS SOUTHWEST OF THE
 ET0660'SOUTHWEST BASE OF A PROMINENT KNOLL, 43 1/2 FEET NORTHEAST OF THE
 ET0660'CENTER LINE OF THE ROAD, 43 FEET SOUTH OF THE TOP OF A 10-FOOT-HIGH
 ET0660'BANK OF A WASH, 16 FEET EAST OF A 12-INCH JOSHUA TREE, 2.6 FEET
 ET0660'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 ET0660'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ET0660
 ET0660                          STATION RECOVERY (1955)
 ET0660
 ET0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 ET0660'RECOVERED IN GOOD CONDITION.
 ET0660
 ET0660                          STATION RECOVERY (1981)
 ET0660
 ET0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0660'62.6 KM (38.9 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0660'INTERSTATE HIGHWAY 40 IN YUCCA, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG
 ET0660'OLD ALAMO ROAD, 0.1 KM (0.05 MI) SOUTH OF THE CROSSING OF A SMALL DRY
 ET0660'WASH, AT THE SUMMIT OF A SADDLE BETWEEN TWO LOW KNOLLS, AT THE NORTH
 ET0660'END OF A ROAD CURVE, 13.2 METERS (43.5 FT) EAST OF THE CENTERLINE OF
 ET0660'THE ROAD, 34.7 METERS (114 FT) WEST-NORTHWEST OF THE NORTHWEST BASE OF
 ET0660'THE EAST KNOLL, 13.1 METERS (43.0 FT) SOUTH OF THE NORTH EDGE OF A
 ET0660'STEEP BANK OF A RIDGE.
 ET0660'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 ET0660'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 ET0660
 ET0660                          STATION RECOVERY (1987)
 ET0660
 ET0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0660'RECOVERED IN GOOD CONDITION.
 ET0660
 ET0660                          STATION RECOVERY (2001)
 ET0660
 ET0660'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0739 ***********************************************************************
 ET0739  DESIGNATION -  X 286
 ET0739  PID         -  ET0739
 ET0739  STATE/COUNTY-  AZ/MOHAVE
 ET0739  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0739
 ET0739                         *CURRENT SURVEY CONTROL
 ET0739  ___________________________________________________________________
 ET0739* NAD 83(1986)-  34 35 56.     (N)    113 33 22.     (W)     SCALED    
 ET0739* NAVD 88     -       614.822  (meters)    2017.13   (feet)  POSTED    
 ET0739  ___________________________________________________________________
 ET0739  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 ET0739  DYNAMIC HT  -         614.110 (meters)    2014.79  (feet)  COMP
 ET0739  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 ET0739
 ET0739  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0739
 ET0739.The horizontal coordinates were scaled from a topographic map and have
 ET0739.an estimated accuracy of +/- 6 seconds.
 ET0739
 ET0739.The orthometric height was determined by differential leveling
 ET0739.and adjusted in November 2005.
 ET0739.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0739.rate of 0.0 thru 1.0 mm/km.
 ET0739
 ET0739.The geoid height was determined by GEOID03.
 ET0739
 ET0739.The dynamic height is computed by dividing the NAVD 88
 ET0739.geopotential number by the normal gravity value computed on the
 ET0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0739.degrees latitude (g = 980.6199 gals.).
 ET0739
 ET0739.The modeled gravity was interpolated from observed gravity values.
 ET0739
 ET0739;                    North         East    Units  Estimated Accuracy
 ET0739;SPC AZ W     -   399,110.      231,150.      MT  (+/- 180 meters Scaled)
 ET0739
 ET0739                          SUPERSEDED SURVEY CONTROL
 ET0739
 ET0739  NGVD 29 (??/??/92)  614.114  (m)         2014.81   (f) ADJ UNCH    1 2
 ET0739
 ET0739.Superseded values are not recommended for survey control.
 ET0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0739.See file dsdata.txt to determine how the superseded data were derived.
 ET0739
 ET0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD655315(NAD 83)
 ET0739_MARKER: DB = BENCH MARK DISK
 ET0739_SETTING: 66 = SET IN ROCK OUTCROP
 ET0739_SP_SET: MASSIVE OUTCROP
 ET0739_STAMPING: X 286 1950
 ET0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0739+STABILITY: POSITION/ELEVATION WELL
 ET0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0739+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 ET0739
 ET0739  HISTORY     - Date     Condition        Report By
 ET0739  HISTORY     - 1950     MONUMENTED       CGS
 ET0739  HISTORY     - 1967     GOOD             USGS
 ET0739  HISTORY     - 20010122 GOOD             AZ-015
 ET0739
 ET0739                          STATION DESCRIPTION
 ET0739
 ET0739'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0739'10.6 MI S FROM WIKIEUP.
 ET0739'7.2 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0739'WIKIEUP, THENCE 3.4 MILES SOUTH ALONG A COUNTY DIRT ROAD, 0.75 MILE
 ET0739'SOUTHWEST OF A POINT WHERE A POWER LINE CROSSES THE ROAD, ON THE
 ET0739'NORTHWEST SIDE OF A WASH, IN THE TOP OF THE WEST EDGE OF A MASSIVE
 ET0739'OUTCROP, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL
 ET0739'WITH THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.  NOTE-- TO
 ET0739'REACH FROM WIKIEUP POST OFFICE DRIVE 7.8 MILES SOUTH ALONG HIGHWAY NO.
 ET0739'93 TO SIGNAL ROAD HEADING SW.  TURN RIGHT AT SIGNAL ROAD AND GO 2.4
 ET0739'MILES TO JEEP ROAD INTERSECTION.  TURN RIGHT AT INTERSECTION AND DRIVE
 ET0739'0.1 MILE TO DRAIN FORK AND BENCH MARK. TURN RIGHT AT INTERSECTION AND
 ET0739'DRIVE 0.1 MILES TO DRAIN FORK AND BENCH MARK.
 ET0739
 ET0739                          STATION RECOVERY (2001)
 ET0739
 ET0739'RECOVERY NOTE BY MOHAVE COUNTY ARIZONA 2001 (MEF)
 ET0739'IN GRANITE BOULDER, NOT GOOD FOR GPS OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0607 ***********************************************************************
 ET0607  DESIGNATION -  X 287
 ET0607  PID         -  ET0607
 ET0607  STATE/COUNTY-  AZ/MOHAVE
 ET0607  USGS QUAD   -  KAISER SPRING (1980)
 ET0607
 ET0607                         *CURRENT SURVEY CONTROL
 ET0607  ___________________________________________________________________
 ET0607* NAD 83(1986)-  34 34 45.     (N)    113 22 33.     (W)     SCALED    
 ET0607* NAVD 88     -       763.700  (meters)    2505.57   (feet)  POSTED    
 ET0607  ___________________________________________________________________
 ET0607  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 ET0607  DYNAMIC HT  -         762.790 (meters)    2502.59  (feet)  COMP
 ET0607  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 ET0607
 ET0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0607
 ET0607.The horizontal coordinates were scaled from a topographic map and have
 ET0607.an estimated accuracy of +/- 6 seconds.
 ET0607
 ET0607.The orthometric height was determined by differential leveling
 ET0607.and adjusted in November 2005.
 ET0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0607.rate of 0.0 thru 1.0 mm/km.
 ET0607
 ET0607.The geoid height was determined by GEOID03.
 ET0607
 ET0607.The dynamic height is computed by dividing the NAVD 88
 ET0607.geopotential number by the normal gravity value computed on the
 ET0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0607.degrees latitude (g = 980.6199 gals.).
 ET0607
 ET0607.The modeled gravity was interpolated from observed gravity values.
 ET0607
 ET0607;                    North         East    Units  Estimated Accuracy
 ET0607;SPC AZ W     -   396,970.      247,690.      MT  (+/- 180 meters Scaled)
 ET0607
 ET0607                          SUPERSEDED SURVEY CONTROL
 ET0607
 ET0607  NGVD 29 (??/??/92)  762.982  (m)         2503.22   (f) ADJ UNCH    1 2
 ET0607
 ET0607.Superseded values are not recommended for survey control.
 ET0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0607.See file dsdata.txt to determine how the superseded data were derived.
 ET0607
 ET0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD820289(NAD 83)
 ET0607_MARKER: DB = BENCH MARK DISK
 ET0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0607_STAMPING: X 287 1950
 ET0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0607+STABILITY: SURFACE MOTION
 ET0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0607+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0607
 ET0607  HISTORY     - Date     Condition        Report By
 ET0607  HISTORY     - 1950     MONUMENTED       CGS
 ET0607  HISTORY     - 1975     GOOD             USGS
 ET0607  HISTORY     - 20081130 GOOD             GEOCAC
 ET0607
 ET0607                          STATION DESCRIPTION
 ET0607
 ET0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0607'22.9 MI SE FROM WIKIEUP.
 ET0607'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0607'WIKIEUP, THENCE 15.5 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, AT THE
 ET0607'WEST ONE OF THREE CROSSINGS OF THE PARKER-BAGDAD POWERLINE OVER THE
 ET0607'ROAD, DIRECTLY UNDER THE CENTER WIRE OF THE POWER LINE, 32 FEET SOUTH
 ET0607'OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTHWEST OF A BRUSHY JUNIPER
 ET0607'TREE ON THE WEST SIDE OF A WIDE DRY WASH, ABOUT 12 FEET WEST OF THE
 ET0607'TOP OF THE WEST BANK OF THE WASH, 2.5 FEET SOUTHWEST OF A WITNESS
 ET0607'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0607'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 ET0607
 ET0607                          STATION RECOVERY (1975)
 ET0607
 ET0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0607'WIKIEUP 8.0 MI S. OF, ALONG STATE HWY. 93, THENCE 12.3 MI SE. ALONG
 ET0607'COUNTY RD. AT WEST ONE OF THREE CROSSINGS OF PARKER-BAGDAD POWER
 ET0607'LINE, DIRECTLY UNDER CENTER WIRE OF POWER LINE. 32 FT S. OF
 ET0607'CENTERLINE OF RD., 15 FT N. OF CENTERLINE OF UNDERGROUND GAS PIPE
 ET0607'LINE, ABOUT LEVEL WITH RD. SET IN CONCRETE POST PROJECTING 0.1 FT
 ET0607'ABOVE GROUND. NGS TABLET STAMPED X 287 1950.
 ET0607
 ET0607                          STATION RECOVERY (2008)
 ET0607
 ET0607'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0607'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0607'34 34 45.5 (N)   113 22 33.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0337 ***********************************************************************
 ET0337  DESIGNATION -  X 288
 ET0337  PID         -  ET0337
 ET0337  STATE/COUNTY-  AZ/YAVAPAI
 ET0337  USGS QUAD   -  BISMARCK MESA (1969)
 ET0337
 ET0337                         *CURRENT SURVEY CONTROL
 ET0337  ___________________________________________________________________
 ET0337* NAD 83(1986)-  34 24 51.     (N)    112 49 00.     (W)     SCALED    
 ET0337* NAVD 88     -      1279.107  (meters)    4196.54   (feet)  POSTED    
 ET0337  ___________________________________________________________________
 ET0337  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 ET0337  DYNAMIC HT  -        1277.450 (meters)    4191.10  (feet)  COMP
 ET0337  MODELED GRAV-     979,297.2   (mgal)                       NAVD 88
 ET0337
 ET0337  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0337
 ET0337.The horizontal coordinates were scaled from a topographic map and have
 ET0337.an estimated accuracy of +/- 6 seconds.
 ET0337
 ET0337.The orthometric height was determined by differential leveling
 ET0337.and adjusted in November 2005.
 ET0337.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0337.rate of 0.0 thru 1.0 mm/km.
 ET0337
 ET0337.The geoid height was determined by GEOID03.
 ET0337
 ET0337.The dynamic height is computed by dividing the NAVD 88
 ET0337.geopotential number by the normal gravity value computed on the
 ET0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0337.degrees latitude (g = 980.6199 gals.).
 ET0337
 ET0337.The modeled gravity was interpolated from observed gravity values.
 ET0337
 ET0337;                    North         East    Units  Estimated Accuracy
 ET0337;SPC AZ C     -   378,960.      130,630.      MT  (+/- 180 meters Scaled)
 ET0337
 ET0337                          SUPERSEDED SURVEY CONTROL
 ET0337
 ET0337  NGVD 29 (??/??/92) 1278.324  (m)         4193.97   (f) ADJ UNCH    1 2
 ET0337
 ET0337.Superseded values are not recommended for survey control.
 ET0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0337.See file dsdata.txt to determine how the superseded data were derived.
 ET0337
 ET0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD330095(NAD 83)
 ET0337_MARKER: DB = BENCH MARK DISK
 ET0337_SETTING: 80 = SET IN A BOULDER
 ET0337_SP_SET: BOULDER
 ET0337_STAMPING: X 288 1950
 ET0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0337+STABILITY: SURFACE MOTION
 ET0337
 ET0337  HISTORY     - Date     Condition        Report By
 ET0337  HISTORY     - 1950     MONUMENTED       CGS
 ET0337
 ET0337                          STATION DESCRIPTION
 ET0337
 ET0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0337'6.6 MI E FROM HILLSIDE.
 ET0337'6.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0337'THE STATION AT HILLSIDE, 8.3 MILES WEST OF KIRKLAND, 19 RAILS EAST OF
 ET0337'MILEPOST 95, IN THE TOP OF A BLACK BOULDER PROJECTING 1 FOOT ABOVE
 ET0337'GROUND, 31.7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN
 ET0337'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0339 ***********************************************************************
 ES0339  DESIGNATION -  X 29
 ES0339  PID         -  ES0339
 ES0339  STATE/COUNTY-  AZ/YAVAPAI
 ES0339  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0339
 ES0339                         *CURRENT SURVEY CONTROL
 ES0339  ___________________________________________________________________
 ES0339* NAD 83(1986)-  34 25 33.     (N)    111 40 46.     (W)     SCALED    
 ES0339* NAVD 88     -      1320.252  (meters)    4331.53   (feet)  ADJUSTED  
 ES0339  ___________________________________________________________________
 ES0339  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 ES0339  DYNAMIC HT  -        1318.482 (meters)    4325.72  (feet)  COMP
 ES0339  MODELED GRAV-     979,249.1   (mgal)                       NAVD 88
 ES0339
 ES0339  VERT ORDER  -  FIRST     CLASS II
 ES0339
 ES0339.The horizontal coordinates were scaled from a topographic map and have
 ES0339.an estimated accuracy of +/- 6 seconds.
 ES0339
 ES0339.The orthometric height was determined by differential leveling
 ES0339.and adjusted in June 1991.
 ES0339
 ES0339.The geoid height was determined by GEOID03.
 ES0339
 ES0339.The dynamic height is computed by dividing the NAVD 88
 ES0339.geopotential number by the normal gravity value computed on the
 ES0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0339.degrees latitude (g = 980.6199 gals.).
 ES0339
 ES0339.The modeled gravity was interpolated from observed gravity values.
 ES0339
 ES0339;                    North         East    Units  Estimated Accuracy
 ES0339;SPC AZ C     -   379,910.      235,160.      MT  (+/- 180 meters Scaled)
 ES0339
 ES0339                          SUPERSEDED SURVEY CONTROL
 ES0339
 ES0339  NGVD 29 (??/??/92) 1319.489  (m)         4329.02   (f) ADJ UNCH    1 2
 ES0339
 ES0339.Superseded values are not recommended for survey control.
 ES0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0339.See file dsdata.txt to determine how the superseded data were derived.
 ES0339
 ES0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD375095(NAD 83)
 ES0339_MARKER: DB = BENCH MARK DISK
 ES0339_SETTING: 80 = SET IN A BOULDER
 ES0339_SP_SET: BOULDER
 ES0339_MARK LOGO: CGS   
 ES0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0339+STABILITY: SURFACE MOTION
 ES0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0339+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0339
 ES0339  HISTORY     - Date     Condition        Report By
 ES0339  HISTORY     - UNK      MONUMENTED       CGS
 ES0339  HISTORY     - 1933     GOOD             NGS
 ES0339  HISTORY     - 1982     GOOD             NGS
 ES0339  HISTORY     - 20040912 GOOD             USPSQD
 ES0339  HISTORY     - 20080725 GOOD             GEOCAC
 ES0339
 ES0339                          STATION DESCRIPTION
 ES0339
 ES0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0339'18.4 MI SE FROM CAMP VERDE.
 ES0339'AT SIDE OF HIGHWAY, 0.8 MILES NORTHWEST (BY ROAD) OF SADDLE-BACK
 ES0339'SUMMIT, NORTH BANK OF GULCH, 0.3 MILES SOUTHWEST OF POINT WHERE ROAD
 ES0339'CROSSES SAME GULCH, 110 FOOT SOUTH OF HIGHWAY CENTER-LINE, ON TOP OF
 ES0339'LARGE BOULDER PAINTED WHITE B.M.
 ES0339
 ES0339                          STATION RECOVERY (1982)
 ES0339
 ES0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0339'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0339'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0339'OFFICE IN CAMP VERDE, THENCE 15.4 KM (9.6 MI) SOUTHEAST ALONG FOSSIL
 ES0339'CREEK ROAD, IN TOP OF A 5 BY 5 FOOT BOULDER PROJECTING 3 FEET ABOVE
 ES0339'THE GROUND, ON THE NORTH BANK OF A GULCH, 0.2 KM (0.1 MI) SOUTHWEST OF
 ES0339'A SMALL EARTHEN DAM, 35.0 METERS (115 FT) SOUTH OF THE ROAD
 ES0339'CENTERLINE, 30.0 METERS (99 FT) SOUTH OF THE SOUTH END OF A 24 INCH
 ES0339'CORRUGATED METAL PIPE CULVERT.
 ES0339'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0339'THE MARK IS 3.0 M BELOW THE ROAD.
 ES0339
 ES0339                          STATION RECOVERY (2004)
 ES0339
 ES0339'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 ES0339'RECOVERED IN GOOD CONDITION.
 ES0339
 ES0339                          STATION RECOVERY (2008)
 ES0339
 ES0339'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0339'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0339'34 25 32.7 (N)   111 40 45.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0591 ***********************************************************************
 ET0591  DESIGNATION -  X 290
 ET0591  PID         -  ET0591
 ET0591  STATE/COUNTY-  AZ/YAVAPAI
 ET0591  USGS QUAD   -  BAGDAD (1986)
 ET0591
 ET0591                         *CURRENT SURVEY CONTROL
 ET0591  ___________________________________________________________________
 ET0591* NAD 83(2007)-  34 30 00.93572(N)    113 10 14.37984(W)     NO CHECK  
 ET0591* NAVD 88     -       927.916  (meters)    3044.34   (feet)  POSTED    
 ET0591  ___________________________________________________________________
 ET0591  EPOCH DATE  -        2007.00
 ET0591  X           -  -2,070,747.734 (meters)                     COMP
 ET0591  Y           -  -4,838,257.197 (meters)                     COMP
 ET0591  Z           -   3,592,825.110 (meters)                     COMP
 ET0591  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 ET0591  ELLIP HEIGHT-         899.360 (meters)          (02/10/07) NO CHECK
 ET0591  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 ET0591  DYNAMIC HT  -         926.780 (meters)    3040.61  (feet)  COMP
 ET0591
 ET0591  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0591  Type    PID    Designation                      North   East  Ellip
 ET0591  -------------------------------------------------------------------
 ET0591  NETWORK ET0591 X 290                             0.80   0.67   0.63
 ET0591  -------------------------------------------------------------------
 ET0591  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 ET0591
 ET0591  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0591
 ET0591.The horizontal coordinates were established by GPS observations
 ET0591.and adjusted by the National Geodetic Survey in February 2007.
 ET0591
 ET0591.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0591.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0591.No horizontal observational check was made to the station.
 ET0591.The horizontal coordinates are valid at the epoch date displayed above.
 ET0591.The epoch date for horizontal control is a decimal equivalence
 ET0591.of Year/Month/Day.
 ET0591
 ET0591.The orthometric height was determined by differential leveling
 ET0591.and adjusted in November 2005.
 ET0591.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0591.rate of 1.1 thru 2.0 mm/km.
 ET0591
 ET0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0591
 ET0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0591
 ET0591.The ellipsoidal height was determined by GPS observations
 ET0591.and is referenced to NAD 83.
 ET0591
 ET0591.The geoid height was determined by GEOID03.
 ET0591
 ET0591.The dynamic height is computed by dividing the NAVD 88
 ET0591.geopotential number by the normal gravity value computed on the
 ET0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0591.degrees latitude (g = 980.6199 gals.).
 ET0591
 ET0591.The modeled gravity was interpolated from observed gravity values.
 ET0591
 ET0591;                    North         East     Units Scale Factor Converg.
 ET0591;SPC AZ C     -   388,854.446    98,201.729   MT  1.00006341   -0 42 37.3
 ET0591;SPC AZ C     - 1,275,769.18    322,184.15   iFT  1.00006341   -0 42 37.3
 ET0591;UTM  12      - 3,819,764.920   300,709.662   MT  1.00008957   -1 13 47.6
 ET0591
 ET0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0591!SPC AZ C     -   0.99985884  x   1.00006341  =   0.99992224
 ET0591!UTM  12      -   0.99985884  x   1.00008957  =   0.99994840
 ET0591
 ET0591                          SUPERSEDED SURVEY CONTROL
 ET0591
 ET0591  NAD 83(1992)-  34 30 00.93520(N)    113 10 14.37981(W) AD(       ) 1
 ET0591  ELLIP H (07/14/03)  899.355  (m)                       GP(       ) 3 1
 ET0591  NAVD 88 (07/14/03)  927.96   (m)         3044.5    (f) LEVELING    3  
 ET0591  NGVD 29 (??/??/92)  927.189  (m)         3041.95   (f) ADJ UNCH    1 2
 ET0591
 ET0591.Superseded values are not recommended for survey control.
 ET0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0591.See file dsdata.txt to determine how the superseded data were derived.
 ET0591
 ET0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD0071019765(NAD 83)
 ET0591_MARKER: DB = BENCH MARK DISK
 ET0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0591_STAMPING: X 290 1950
 ET0591_MARK LOGO: CGS   
 ET0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0591+STABILITY: SURFACE MOTION
 ET0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0591+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 ET0591
 ET0591  HISTORY     - Date     Condition        Report By
 ET0591  HISTORY     - 1950     MONUMENTED       CGS
 ET0591  HISTORY     - 1953     GOOD             NGS
 ET0591  HISTORY     - 20030225 SEE DESCRIPTION  AZ-025
 ET0591
 ET0591                          STATION DESCRIPTION
 ET0591
 ET0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0591'10.1 MI S FROM BAGDAD.
 ET0591'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0591'AT BAGDAD, THENCE 3.3 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT THE
 ET0591'TOP OF A PROMINENT HUMP IN THE ROAD, ON THE TOP OF THE EAST END OF A
 ET0591'RIDGE, 74 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 ET0591'SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 ET0591'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0591'GROUND.
 ET0591
 ET0591                          STATION RECOVERY (1953)
 ET0591
 ET0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 ET0591'RECOVERED IN GOOD CONDITION.
 ET0591
 ET0591                          STATION RECOVERY (2003)
 ET0591
 ET0591'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 ET0591'STATION RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.
 ET0591' 
 ET0591'THE STATON IS LOCATED IN YAVAPAI COUNTY, AZ ABOUT 8.37 KM (5.2 MI)
 ET0591'SOUTH OF
 ET0591'THE TOWN OF BAGDAD, 25.3 KM (15.72 MI) NORTHWEST OF THE TOWN OF
 ET0591'HILLSIDE,
 ET0591'48.12 KM (25.9 MI) NORTHWEST OF THE TOWN OF CONGRESS, NORTHWEST OF
 ET0591'STATE
 ET0591'HIGHWAY 97 (MILE POST 163.65) ON THE EAST EDGE OF A RIDGE.
 ET0591' 
 ET0591'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 96 AND 97
 ET0591'(SOUTHEAST OF BAGDAD) TAKE HIGHWAY 97 SOUTHWEST FOR 4.99 KM (3.1 M) TO
 ET0591'A
 ET0591'PULL OFF AT MILE POST 163.65 AND THE STATION ON THE RIGHT ACROSS THE
 ET0591'RIGHT
 ET0591'OF WAY FENCE.  THE STATION IS ABOUT 12.79 KM (7.95 MI) NORTHEASTERLY
 ET0591'ALONG
 ET0591'HIGHWAY 97 FROM ITS JUNCTION WITH US HIGHWAY 93.
 ET0591' 
 ET0591'THE STATION IS A BRASS DISK SET IN THE TOP OF A ROUND CONCRETE POST
 ET0591'PROJECTING 15.2 CM (0.5 FT) ABOVE GROUND.  IT IS 29.57 M (97 FT)
 ET0591'NORTHWEST OF
 ET0591'THE CENTERLINE OF HIGHWAY 97, 14.94 M (49 FT) NORTHWEST OF THE HIGHWAY
 ET0591'RIGHT OF WAY FENCE, 1.04 M (3.4 FT) SOUTHEAST OF THE REMAINS OF A
 ET0591'WITNESS
 ET0591'POST, AND 0.61 M (2 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
 ET0591' 
 ET0591' 
 ET0591'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0394 ***********************************************************************
 CZ0394  DESIGNATION -  X 291
 CZ0394  PID         -  CZ0394
 CZ0394  STATE/COUNTY-  AZ/PINAL
 CZ0394  USGS QUAD   -  RED ROCK (1993)
 CZ0394
 CZ0394                         *CURRENT SURVEY CONTROL
 CZ0394  ___________________________________________________________________
 CZ0394* NAD 83(1986)-  32 34 06.     (N)    111 20 23.     (W)     SCALED    
 CZ0394* NAVD 88     -       561.21   (+/-2cm)    1841.2    (feet)  VERTCON   
 CZ0394  ___________________________________________________________________
 CZ0394  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CZ0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0394
 CZ0394.The horizontal coordinates were scaled from a topographic map and have
 CZ0394.an estimated accuracy of +/- 6 seconds.
 CZ0394
 CZ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0394.The vertical order pertains to the NGVD 29 superseded value.
 CZ0394
 CZ0394.The geoid height was determined by GEOID03.
 CZ0394
 CZ0394;                    North         East    Units  Estimated Accuracy
 CZ0394;SPC AZ C     -   174,030.      267,530.      MT  (+/- 180 meters Scaled)
 CZ0394
 CZ0394                          SUPERSEDED SURVEY CONTROL
 CZ0394
 CZ0394  NGVD 29 (??/??/92)  560.797  (m)         1839.88   (f) ADJ UNCH    2 0
 CZ0394
 CZ0394.Superseded values are not recommended for survey control.
 CZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0394.See file dsdata.txt to determine how the superseded data were derived.
 CZ0394
 CZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB681034(NAD 83)
 CZ0394_MARKER: DB = BENCH MARK DISK
 CZ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0394_STAMPING: X 291 1951
 CZ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0394+STABILITY: SURFACE MOTION
 CZ0394
 CZ0394  HISTORY     - Date     Condition        Report By
 CZ0394  HISTORY     - 1951     MONUMENTED       CGS
 CZ0394  HISTORY     - 1977     GOOD             USGS
 CZ0394
 CZ0394                          STATION DESCRIPTION
 CZ0394
 CZ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0394'1.2 MI W FROM RED ROCK.
 CZ0394'ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 CZ0394'PACIFIC RAILROAD STATION AT RED ROCK, THENCE ACROSS A CATTLE GUARD AND
 CZ0394'1 MILE WEST ALONG THE GRADED ROAD, ABOUT 0.7 MILE WEST OF THE EL PASO
 CZ0394'NATURAL GAS LINE 0.05 MILE EAST OF A NORTHWEST-SOUTHEAST WASH, 62 FEET
 CZ0394'SOUTH OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTHWEST OF A
 CZ0394'TELEPHONE POLE, 2.8 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 CZ0394'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT
 CZ0394'LEVEL WITH THE ROAD.
 CZ0394
 CZ0394                          STATION RECOVERY (1977)
 CZ0394
 CZ0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0394'ABOUT 0.2 MI SE ALONG THE FRONTAGE RD., FROM THE SP R.R. SIDING AT
 CZ0394'RED ROCK, THENCE ACROSS A CATTLE GUARD AND 1 MILE WEST ALONG THE
 CZ0394'GRADED RD., ABOUT 0.7 MI. WEST OF THE EL PASO NATURAL GAS LINE, 0.05
 CZ0394'MI. EAST OF A NORTHWEST-SOUTHEAST WASH, 62 FT. SOUTH OF THE CENTER
 CZ0394'LINE OF THE RD., 2.1 FT. SW OF A TELEPHONE POLE, 2.8 FT. NORTH OF A
 CZ0394'WITNESS POST, SET IN THE TOP OF A CONC. POST PROJECTING 0.4 FT. ABOVE
 CZ0394'THE GROUND AND ABOUT LEVEL WITH THE ROAD. STD. DISK STAMPED X 291
 CZ0394'1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0626 ***********************************************************************
 CZ0626  DESIGNATION -  X 292
 CZ0626  PID         -  CZ0626
 CZ0626  STATE/COUNTY-  AZ/PIMA
 CZ0626  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0626
 CZ0626                         *CURRENT SURVEY CONTROL
 CZ0626  ___________________________________________________________________
 CZ0626* NAD 83(1986)-  32 30 01.     (N)    111 22 50.     (W)     SCALED    
 CZ0626* NAVD 88     -       566.80   (+/-2cm)    1859.6    (feet)  VERTCON   
 CZ0626  ___________________________________________________________________
 CZ0626  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0626
 CZ0626.The horizontal coordinates were scaled from a topographic map and have
 CZ0626.an estimated accuracy of +/- 6 seconds.
 CZ0626
 CZ0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0626.The vertical order pertains to the NGVD 29 superseded value.
 CZ0626
 CZ0626.The geoid height was determined by GEOID03.
 CZ0626
 CZ0626;                    North         East    Units  Estimated Accuracy
 CZ0626;SPC AZ C     -   166,470.      263,740.      MT  (+/- 180 meters Scaled)
 CZ0626
 CZ0626                          SUPERSEDED SURVEY CONTROL
 CZ0626
 CZ0626  NGVD 29 (??/??/92)  566.315  (m)         1857.99   (f) ADJ UNCH    2 0
 CZ0626
 CZ0626.Superseded values are not recommended for survey control.
 CZ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0626.See file dsdata.txt to determine how the superseded data were derived.
 CZ0626
 CZ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA642959(NAD 83)
 CZ0626_MARKER: DB = BENCH MARK DISK
 CZ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0626_STAMPING: X 292 1951
 CZ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0626+STABILITY: SURFACE MOTION
 CZ0626
 CZ0626  HISTORY     - Date     Condition        Report By
 CZ0626  HISTORY     - 1951     MONUMENTED       CGS
 CZ0626
 CZ0626                          STATION DESCRIPTION
 CZ0626
 CZ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0626'10.1 MI SW FROM RED ROCK.
 CZ0626'0.2 MILES SOUTHEAST ALONG STATE RAILROAD STATION AT RED ROCK, THENCE
 CZ0626'5.7 MILES WEST ALONG A GRADED ROAD, THENCE 4.2 MILES SOUTH ALONG A
 CZ0626'GRADED ROAD THRU A RANCH YARD, AT A Y JUNCTION FORMED BY THE MAIN ROAD
 CZ0626'AND A GRADED ROAD LEADING NORTHEAST AND AT A POINT WHERE THE LINE
 CZ0626'TURNS FROM A SOUTHWEST-NORTHEAST GRADED ROAD TO A DIRT ROAD LEADING
 CZ0626'SOUTHEAST, IN LINE WITH THE PROLONGATION OF THE DIRT ROAD, 107 FEET
 CZ0626'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 3.4 FEET SOUTHWEST OF
 CZ0626'(G.L.O. BM T 10 S), 2.4 FEET SOUTH OF A EAST-WEST WIRE FENCE, 2.3 FEET
 CZ0626'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ0626'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0577 ***********************************************************************
 CZ0577  DESIGNATION -  X 293
 CZ0577  PID         -  CZ0577
 CZ0577  STATE/COUNTY-  AZ/PIMA
 CZ0577  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0577
 CZ0577                         *CURRENT SURVEY CONTROL
 CZ0577  ___________________________________________________________________
 CZ0577* NAD 83(2007)-  32 25 43.02486(N)    111 16 10.04557(W)     ADJUSTED  
 CZ0577* NAVD 88     -       601.4    (meters)    1973.     (feet)  GPS OBS   
 CZ0577  ___________________________________________________________________
 CZ0577  EPOCH DATE  -        2007.00
 CZ0577  X           -  -1,954,957.840 (meters)                     COMP
 CZ0577  Y           -  -5,022,116.269 (meters)                     COMP
 CZ0577  Z           -   3,400,950.853 (meters)                     COMP
 CZ0577  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 CZ0577  ELLIP HEIGHT-         571.632 (meters)          (02/10/07) ADJUSTED
 CZ0577  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CZ0577
 CZ0577  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0577  Type    PID    Designation                      North   East  Ellip
 CZ0577  -------------------------------------------------------------------
 CZ0577  NETWORK CZ0577 X 293                             0.86   0.98   1.86
 CZ0577  -------------------------------------------------------------------
 CZ0577
 CZ0577.The horizontal coordinates were established by GPS observations
 CZ0577.and adjusted by the National Geodetic Survey in February 2007.
 CZ0577
 CZ0577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0577.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0577.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0577.The epoch date for horizontal control is a decimal equivalence
 CZ0577.of Year/Month/Day.
 CZ0577
 CZ0577.The orthometric height was determined by GPS observations and a
 CZ0577.high-resolution geoid model.
 CZ0577
 CZ0577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0577
 CZ0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0577
 CZ0577.The ellipsoidal height was determined by GPS observations
 CZ0577.and is referenced to NAD 83.
 CZ0577
 CZ0577.The geoid height was determined by GEOID03.
 CZ0577
 CZ0577;                    North         East     Units Scale Factor Converg.
 CZ0577;SPC AZ C     -   158,576.314   274,225.122   MT  0.99994567   +0 20 49.5
 CZ0577;SPC AZ C     -   520,263.50    899,688.72   iFT  0.99994567   +0 20 49.5
 CZ0577;UTM  12      - 3,587,978.321   474,667.409   MT  0.99960791   -0 08 40.2
 CZ0577
 CZ0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0577!SPC AZ C     -   0.99991026  x   0.99994567  =   0.99985593
 CZ0577!UTM  12      -   0.99991026  x   0.99960791  =   0.99951820
 CZ0577
 CZ0577:                Primary Azimuth Mark                     Grid Az
 CZ0577:SPC AZ C     -  NN 86                                    121 34 53.3
 CZ0577:UTM  12      -  NN 86                                    122 04 23.0
 CZ0577
 CZ0577|---------------------------------------------------------------------|
 CZ0577| PID    Reference Object                     Distance      Geod. Az  |
 CZ0577|                                                           dddmmss.s |
 CZ0577| CZ2531 NN 86                               APPROX. 0.5 KM 1215542.8 |
 CZ0577|---------------------------------------------------------------------|
 CZ0577
 CZ0577                          SUPERSEDED SURVEY CONTROL
 CZ0577
 CZ0577  ELLIP H (09/30/02)  571.639  (m)                       GP(       ) 3 2
 CZ0577  NAD 83(1992)-  32 25 43.02476(N)    111 16 10.04435(W) AD(       ) 1
 CZ0577  ELLIP H (10/05/93)  571.739  (m)                       GP(       ) 3 2
 CZ0577  NGVD 29 (??/??/92)  600.917  (m)         1971.51   (f) ADJ UNCH    2 0
 CZ0577
 CZ0577.Superseded values are not recommended for survey control.
 CZ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0577.See file dsdata.txt to determine how the superseded data were derived.
 CZ0577
 CZ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA7466787978(NAD 83)
 CZ0577_MARKER: DB = BENCH MARK DISK
 CZ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0577_SP_SET: CONCRETE POST
 CZ0577_STAMPING: X 293 1951
 CZ0577_MARK LOGO: CGS   
 CZ0577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0577+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1991
 CZ0577
 CZ0577  HISTORY     - Date     Condition        Report By
 CZ0577  HISTORY     - 1951     MONUMENTED       CGS
 CZ0577  HISTORY     - 1985     MARK NOT FOUND   USGS
 CZ0577  HISTORY     - 19910605 GOOD             NGS
 CZ0577
 CZ0577                          STATION DESCRIPTION
 CZ0577
 CZ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0577'8.8 MI W FROM RILLITO.
 CZ0577'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0577'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0577'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 7.3 MILES WEST
 CZ0577'ALONG THE SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, AT A
 CZ0577'CATTLE GUARD AND FENCE LINE, 36.5 FEET SOUTHWEST OF THE CENTER LINE OF
 CZ0577'THE ROAD AT THE CENTER OF A CATTLE GUARD, 28.9 FEET SOUTHWEST OF THE
 CZ0577'SOUTHWEST CORNER OF A CATTLE GUARD, 1.6 FEET NORTHWEST OF THE WITNESS
 CZ0577'POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0577'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CZ0577
 CZ0577                          STATION RECOVERY (1985)
 CZ0577
 CZ0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 CZ0577'MARK NOT FOUND.
 CZ0577
 CZ0577                          STATION RECOVERY (1991)
 CZ0577
 CZ0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0577'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ0577'(EXIT 258), TRAVEL NORTH (WEST BOUND) 16 MI (25.7 KM) TO AVRA VALLEY
 CZ0577'RD (EXIT 242), TRAVEL WEST 6.1 MI (9.8 KM) ON AVRA VALLEY RD TO
 CZ0577'SANDERS RD, NORTH ON SANDERS RD 0.6 MI (1.0 KM) TO SILVERBELL RD,
 CZ0577'NORTHWEST ON SILVERBELL RD 2.4 MI (3.9 KM) TO MONUMENT (0.1 MI
 CZ0577'NORTHWEST OF A CATTLE GUARD). MONUMENT IS 35 FT (10.7 M) SOUTH OF
 CZ0577'CENTERLINE SILVERBELL RD, APPROX 200 FT (61.0 M) EAST OF LUCKETT RD.
 CZ0577'TOWNSHIP 11 SOUTH, RANGE 11 EAST, SECTION 31
 CZ0577'MARKER IS A STANDARD 3-1/2IN U.S.COAST AND GEODETIC BENCH MARK DISC
 CZ0577'SET IN CONCRETE AND STAMPED X-293 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0652 ***********************************************************************
 CZ0652  DESIGNATION -  X 294
 CZ0652  PID         -  CZ0652
 CZ0652  STATE/COUNTY-  AZ/PIMA
 CZ0652  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0652
 CZ0652                         *CURRENT SURVEY CONTROL
 CZ0652  ___________________________________________________________________
 CZ0652* NAD 83(2007)-  32 24 56.17241(N)    111 22 19.84067(W)     ADJUSTED  
 CZ0652* NAVD 88     -       618.7    (meters)    2030.     (feet)  GPS OBS   
 CZ0652  ___________________________________________________________________
 CZ0652  EPOCH DATE  -        2007.00
 CZ0652  X           -  -1,964,245.748 (meters)                     COMP
 CZ0652  Y           -  -5,019,337.517 (meters)                     COMP
 CZ0652  Z           -   3,399,741.713 (meters)                     COMP
 CZ0652  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CZ0652  ELLIP HEIGHT-         588.867 (meters)          (02/10/07) ADJUSTED
 CZ0652  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CZ0652
 CZ0652  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0652  Type    PID    Designation                      North   East  Ellip
 CZ0652  -------------------------------------------------------------------
 CZ0652  NETWORK CZ0652 X 294                             1.29   1.51   2.59
 CZ0652  -------------------------------------------------------------------
 CZ0652
 CZ0652.The horizontal coordinates were established by GPS observations
 CZ0652.and adjusted by the National Geodetic Survey in February 2007.
 CZ0652
 CZ0652.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0652.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0652.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0652.The epoch date for horizontal control is a decimal equivalence
 CZ0652.of Year/Month/Day.
 CZ0652
 CZ0652.The orthometric height was determined by GPS observations and a
 CZ0652.high-resolution geoid model.
 CZ0652
 CZ0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0652
 CZ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0652
 CZ0652.The ellipsoidal height was determined by GPS observations
 CZ0652.and is referenced to NAD 83.
 CZ0652
 CZ0652.The geoid height was determined by GEOID03.
 CZ0652
 CZ0652;                    North         East     Units Scale Factor Converg.
 CZ0652;SPC AZ C     -   157,079.315   264,572.226   MT  0.99993233   +0 17 30.8
 CZ0652;SPC AZ C     -   515,352.08    868,019.11   iFT  0.99993233   +0 17 30.8
 CZ0652;UTM  12      - 3,586,564.642   465,005.192   MT  0.99961510   -0 11 58.2
 CZ0652
 CZ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0652!SPC AZ C     -   0.99990755  x   0.99993233  =   0.99983989
 CZ0652!UTM  12      -   0.99990755  x   0.99961510  =   0.99952269
 CZ0652
 CZ0652                          SUPERSEDED SURVEY CONTROL
 CZ0652
 CZ0652  ELLIP H (09/30/02)  588.883  (m)                       GP(       ) 3 2
 CZ0652  NAD 83(1992)-  32 24 56.17204(N)    111 22 19.83946(W) AD(       ) 1
 CZ0652  ELLIP H (10/05/93)  588.982  (m)                       GP(       ) 3 2
 CZ0652  NGVD 29 (??/??/92)  618.064  (m)         2027.77   (f) ADJ UNCH    2 0
 CZ0652
 CZ0652.Superseded values are not recommended for survey control.
 CZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0652.See file dsdata.txt to determine how the superseded data were derived.
 CZ0652
 CZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA6500586565(NAD 83)
 CZ0652_MARKER: DB = BENCH MARK DISK
 CZ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0652_SP_SET: CONCRETE POST
 CZ0652_STAMPING: X 294 1951
 CZ0652_MARK LOGO: CGS   
 CZ0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CZ0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0652+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 CZ0652
 CZ0652  HISTORY     - Date     Condition        Report By
 CZ0652  HISTORY     - 1951     MONUMENTED       CGS
 CZ0652  HISTORY     - 19910206 GOOD             NGS
 CZ0652
 CZ0652                          STATION DESCRIPTION
 CZ0652
 CZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0652'22.75 MI W FROM RILLITO.
 CZ0652'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0652'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0652'ROAD LEADING ACROSS THE MARANA NO 2 AIRPORT, TO THE TRICO ELECTRIC
 CZ0652'POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD TO MARANA NO 4
 CZ0652'AIRPORT THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD TO AN INTERSECTION,
 CZ0652'THENCE 3.15 MILES NORTH ALONG A GRAVEL ROAD, 1 MILE SOUTH OF A ROAD
 CZ0652'INTERSECTION, 43-1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 CZ0652'EAST OF THE WITNESS POST, AND 1/2 FOOT HIGHER THAN THE ROAD, AND SET
 CZ0652'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0652
 CZ0652                          STATION RECOVERY (1991)
 CZ0652
 CZ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ0652'TO REACH THE STATION FROM TUCSON, AZ, INTERSTATE 10 AND CONGRESS ST
 CZ0652'(EXIT 258), TRAVEL NORTH (WEST BOUND) 22 MI (35.4 KM) TO TRICO-MARANA
 CZ0652'RD (EXIT 236), WEST ON TRICO-MARANA RD 5 MILES (8.0 KM) TO TRICO RD,
 CZ0652'SOUTH ON TRICO RD 1.5 MI (2.4 KM) TO EL TIRO RD, WEST ON EL TIRO RD 4
 CZ0652'MILES (6.4 KM) TO PUMP STATION RD, SOUTH ON PUMP STATION RD 1 MI
 CZ0652'(1.6 KM) TO A WESTERLY RUNNING DIRT RD, THE MARKER IS ON THE NORTH
 CZ0652'EDGE OF THIS DIRT RD, AND 35 FT (10.7 M) WEST OF PUMP STATION RD
 CZ0652'CENTERLINE. TOWNSHIP 12 SOUTH, RANGE 9 EAST, SECTION 1.
 CZ0652'MARKER IS A STANDARD 3-1/2 IN. BRONZE DISK SET IN 1 FT (0.3 M) X 5 1/2
 CZ0652'INCH DIAMETER CONCRETE CIRCLE STAMPED U.S. COAST AND GEODETIC BENCH
 CZ0652'MARK X-294 1951
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0613 ***********************************************************************
 CZ0613  DESIGNATION -  X 295
 CZ0613  PID         -  CZ0613
 CZ0613  STATE/COUNTY-  AZ/PIMA
 CZ0613  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0613
 CZ0613                         *CURRENT SURVEY CONTROL
 CZ0613  ___________________________________________________________________
 CZ0613* NAD 83(1986)-  32 21 36.     (N)    111 26 40.     (W)     SCALED    
 CZ0613* NAVD 88     -       704.71   (+/-2cm)    2312.0    (feet)  VERTCON   
 CZ0613  ___________________________________________________________________
 CZ0613  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CZ0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0613
 CZ0613.The horizontal coordinates were scaled from a topographic map and have
 CZ0613.an estimated accuracy of +/- 6 seconds.
 CZ0613
 CZ0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0613.The vertical order pertains to the NGVD 29 superseded value.
 CZ0613
 CZ0613.The geoid height was determined by GEOID03.
 CZ0613
 CZ0613;                    North         East    Units  Estimated Accuracy
 CZ0613;SPC AZ C     -   150,880.      257,800.      MT  (+/- 180 meters Scaled)
 CZ0613
 CZ0613                          SUPERSEDED SURVEY CONTROL
 CZ0613
 CZ0613  NGVD 29 (??/??/92)  704.125  (m)         2310.12   (f) ADJ UNCH    2 0
 CZ0613
 CZ0613.Superseded values are not recommended for survey control.
 CZ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0613.See file dsdata.txt to determine how the superseded data were derived.
 CZ0613
 CZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA581804(NAD 83)
 CZ0613_MARKER: DB = BENCH MARK DISK
 CZ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0613_STAMPING: X 295 1951
 CZ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0613+STABILITY: SURFACE MOTION
 CZ0613
 CZ0613  HISTORY     - Date     Condition        Report By
 CZ0613  HISTORY     - 1951     MONUMENTED       CGS
 CZ0613  HISTORY     - 1962     GOOD             NGS
 CZ0613  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 CZ0613
 CZ0613                          STATION DESCRIPTION
 CZ0613
 CZ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0613'22.6 MI W FROM CORTARO.
 CZ0613'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0613'CORTARO, THENCE 17.95 MILES WESTERLY ALONG AVRA VALLEY ROAD, THENCE
 CZ0613'0.9 MILE SOUTH-SOUTHWEST ALONG A TRACK ROAD, 74 FEET WEST OF THE
 CZ0613'CENTER OF A TRACK ROAD, 3.4 FEET NORTH OF A WHITE WITNESS POST, A
 CZ0613'BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6
 CZ0613'INCHES.
 CZ0613
 CZ0613                          STATION RECOVERY (1999)
 CZ0613
 CZ0613'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0776 ***********************************************************************
 CZ0776  DESIGNATION -  X 296
 CZ0776  PID         -  CZ0776
 CZ0776  STATE/COUNTY-  AZ/PIMA
 CZ0776  USGS QUAD   -  THREE POINTS (1992)
 CZ0776
 CZ0776                         *CURRENT SURVEY CONTROL
 CZ0776  ___________________________________________________________________
 CZ0776* NAD 83(1986)-  32 04 32.     (N)    111 19 47.     (W)     SCALED    
 CZ0776* NAVD 88     -       772.29   (+/-2cm)    2533.8    (feet)  VERTCON   
 CZ0776  ___________________________________________________________________
 CZ0776  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0776
 CZ0776.The horizontal coordinates were scaled from a topographic map and have
 CZ0776.an estimated accuracy of +/- 6 seconds.
 CZ0776
 CZ0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0776.The vertical order pertains to the NGVD 29 superseded value.
 CZ0776
 CZ0776.The geoid height was determined by GEOID03.
 CZ0776
 CZ0776;                    North         East    Units  Estimated Accuracy
 CZ0776;SPC AZ C     -   119,400.      268,770.      MT  (+/- 180 meters Scaled)
 CZ0776
 CZ0776                          SUPERSEDED SURVEY CONTROL
 CZ0776
 CZ0776  NGVD 29 (??/??/92)  771.607  (m)         2531.51   (f) ADJ UNCH    2 0
 CZ0776
 CZ0776.Superseded values are not recommended for survey control.
 CZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0776.See file dsdata.txt to determine how the superseded data were derived.
 CZ0776
 CZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA688488(NAD 83)
 CZ0776_MARKER: DB = BENCH MARK DISK
 CZ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0776_STAMPING: X 296 1951
 CZ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0776+STABILITY: SURFACE MOTION
 CZ0776
 CZ0776  HISTORY     - Date     Condition        Report By
 CZ0776  HISTORY     - 1951     MONUMENTED       CGS
 CZ0776  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0776
 CZ0776                          STATION DESCRIPTION
 CZ0776
 CZ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0776'23.1 MI SW FROM TUCSON.
 CZ0776'23.1 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0776'HIGHWAY 86, 0.9 MILE WEST OF THE THREE POINTS GRADE SCHOOL AT THREE
 CZ0776'POINTS, 51 1/2 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 86, 25
 CZ0776'FEET WEST OF THE SOUTHWEST CENTER OF A WOOD FENCE AROUND THE SAWYERS
 CZ0776'RANCH HOUSE, 3.5 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A
 CZ0776'WITNESS POST, AND ABOUT 2 FEET OF A CONCRETE POST PROJECTING 0.5 FOOT
 CZ0776'ABOVE THE GROUND.
 CZ0776
 CZ0776                          STATION RECOVERY (1999)
 CZ0776
 CZ0776'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0023 ***********************************************************************
 DA0023  DESIGNATION -  X 297
 DA0023  PID         -  DA0023
 DA0023  STATE/COUNTY-  AZ/PINAL
 DA0023  USGS QUAD   -  KOHATK (1981)
 DA0023
 DA0023                         *CURRENT SURVEY CONTROL
 DA0023  ___________________________________________________________________
 DA0023* NAD 83(1986)-  32 35 07.     (N)    112 00 52.     (W)     SCALED    
 DA0023* NAVD 88     -       505.76   (+/-2cm)    1659.3    (feet)  VERTCON   
 DA0023  ___________________________________________________________________
 DA0023  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DA0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0023
 DA0023.The horizontal coordinates were scaled from a topographic map and have
 DA0023.an estimated accuracy of +/- 6 seconds.
 DA0023
 DA0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0023.The vertical order pertains to the NGVD 29 superseded value.
 DA0023
 DA0023.The geoid height was determined by GEOID03.
 DA0023
 DA0023;                    North         East    Units  Estimated Accuracy
 DA0023;SPC AZ C     -   175,770.      204,180.      MT  (+/- 180 meters Scaled)
 DA0023
 DA0023                          SUPERSEDED SURVEY CONTROL
 DA0023
 DA0023  NGVD 29 (??/??/92)  505.143  (m)         1657.29   (f) ADJ UNCH    2 0
 DA0023
 DA0023.Superseded values are not recommended for survey control.
 DA0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0023.See file dsdata.txt to determine how the superseded data were derived.
 DA0023
 DA0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB047057(NAD 83)
 DA0023_MARKER: DB = BENCH MARK DISK
 DA0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0023_STAMPING: X 297 1951
 DA0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0023+STABILITY: SURFACE MOTION
 DA0023
 DA0023  HISTORY     - Date     Condition        Report By
 DA0023  HISTORY     - 1951     MONUMENTED       CGS
 DA0023
 DA0023                          STATION DESCRIPTION
 DA0023
 DA0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0023'1.1 MI W FROM QUOJOTE.
 DA0023'1.1 MILES WEST ALONG A DIRT ROAD FROM THE WINDMILL AT THE INDIAN
 DA0023'VILLAGE OF QUAJOTE, AT A POINT WHERE THE ROAD CROSSES A SHALLOW WASH,
 DA0023'21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE
 DA0023'NORTH BANK OF AN EAST-WEST WASH, 1.5 FEET SOUTH OF A WITNESS POST, AND
 DA0023'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DA0023'GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1208 ***********************************************************************
 CZ1208  DESIGNATION -  X 298
 CZ1208  PID         -  CZ1208
 CZ1208  STATE/COUNTY-  AZ/PINAL
 CZ1208  USGS QUAD   -  CHUICHU (1992)
 CZ1208
 CZ1208                         *CURRENT SURVEY CONTROL
 CZ1208  ___________________________________________________________________
 CZ1208* NAD 83(1986)-  32 51 52.     (N)    111 51 38.     (W)     SCALED    
 CZ1208* NAVD 88     -       411.97   (+/-2cm)    1351.6    (feet)  VERTCON   
 CZ1208  ___________________________________________________________________
 CZ1208  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ1208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1208
 CZ1208.The horizontal coordinates were scaled from a topographic map and have
 CZ1208.an estimated accuracy of +/- 6 seconds.
 CZ1208
 CZ1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1208.The vertical order pertains to the NGVD 29 superseded value.
 CZ1208
 CZ1208.The geoid height was determined by GEOID03.
 CZ1208
 CZ1208;                    North         East    Units  Estimated Accuracy
 CZ1208;SPC AZ C     -   206,720.      218,610.      MT  (+/- 180 meters Scaled)
 CZ1208
 CZ1208                          SUPERSEDED SURVEY CONTROL
 CZ1208
 CZ1208  NGVD 29 (??/??/92)  411.358  (m)         1349.60   (f) ADJ UNCH    2 0
 CZ1208
 CZ1208.Superseded values are not recommended for survey control.
 CZ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1208.See file dsdata.txt to determine how the superseded data were derived.
 CZ1208
 CZ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194365(NAD 83)
 CZ1208_MARKER: DB = BENCH MARK DISK
 CZ1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1208_STAMPING: X 298 1951
 CZ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1208+STABILITY: SURFACE MOTION
 CZ1208
 CZ1208  HISTORY     - Date     Condition        Report By
 CZ1208  HISTORY     - 1951     MONUMENTED       CGS
 CZ1208  HISTORY     - 1952     GOOD             NGS
 CZ1208  HISTORY     - 1966     GOOD             NGS
 CZ1208  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ1208
 CZ1208                          STATION DESCRIPTION
 CZ1208
 CZ1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1208'7.3 MI W FROM CASA GRANDE.
 CZ1208'6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1208'WATER TANK AT CASA GRANDE, THENCE 1 MILE SOUTH ALONG A GRADED ROAD, AT
 CZ1208'THE INTERSECTION OF A CROSS ROAD, IN A FENCE CORNER, 34 1/2 FEET WEST
 CZ1208'OF THE CENTER LINE OF THE MAIN ROAD, 34 FEET SOUTH OF THE CENTER LINE
 CZ1208'OF THE CROSS ROAD, 21 FEET EAST OF THE CENTER LINE OF AN ACCESS GATE
 CZ1208'TO A CULTIVATED FIELD, 1.7 FEET SOUTHWEST OF THE FENCE CORNER POST,
 CZ1208'1.8 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1208'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ1208'ROADS.
 CZ1208
 CZ1208                          STATION RECOVERY (1966)
 CZ1208
 CZ1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1208'RECOVERED IN GOOD CONDITION.
 CZ1208
 CZ1208                          STATION RECOVERY (2006)
 CZ1208
 CZ1208'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1208'THE FENCE, GATE, AND WITNESS POST ARE ALL MISSING. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0049 ***********************************************************************
 FQ0049  DESIGNATION -  X 3
 FQ0049  PID         -  FQ0049
 FQ0049  STATE/COUNTY-  AZ/NAVAJO
 FQ0049  USGS QUAD   -  WINSLOW (1986)
 FQ0049
 FQ0049                         *CURRENT SURVEY CONTROL
 FQ0049  ___________________________________________________________________
 FQ0049* NAD 83(1986)-  35 01 17.     (N)    110 41 57.     (W)     SCALED    
 FQ0049* NAVD 88     -      1480.555  (meters)    4857.45   (feet)  ADJUSTED  
 FQ0049  ___________________________________________________________________
 FQ0049  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0049  DYNAMIC HT  -        1478.602 (meters)    4851.05  (feet)  COMP
 FQ0049  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 FQ0049
 FQ0049  VERT ORDER  -  FIRST     CLASS II
 FQ0049
 FQ0049.The horizontal coordinates were scaled from a topographic map and have
 FQ0049.an estimated accuracy of +/- 6 seconds.
 FQ0049
 FQ0049.The orthometric height was determined by differential leveling
 FQ0049.and adjusted in June 1991.
 FQ0049
 FQ0049.The geoid height was determined by GEOID03.
 FQ0049
 FQ0049.The dynamic height is computed by dividing the NAVD 88
 FQ0049.geopotential number by the normal gravity value computed on the
 FQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0049.degrees latitude (g = 980.6199 gals.).
 FQ0049
 FQ0049.The modeled gravity was interpolated from observed gravity values.
 FQ0049
 FQ0049;                    North         East    Units  Estimated Accuracy
 FQ0049;SPC AZ E     -   446,080.      164,770.      MT  (+/- 180 meters Scaled)
 FQ0049
 FQ0049                          SUPERSEDED SURVEY CONTROL
 FQ0049
 FQ0049  NGVD 29 (??/??/92) 1479.81   (m)         4855.0    (f) COMPUTED    1 2
 FQ0049
 FQ0049.Superseded values are not recommended for survey control.
 FQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0049.See file dsdata.txt to determine how the superseded data were derived.
 FQ0049
 FQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD274754(NAD 83)
 FQ0049_MARKER: DB = BENCH MARK DISK
 FQ0049_SETTING: 0 = UNSPECIFIED SETTING
 FQ0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0049
 FQ0049  HISTORY     - Date     Condition        Report By
 FQ0049  HISTORY     - UNK      MONUMENTED       CGS
 FQ0049  HISTORY     - 1935     GOOD             NGS
 FQ0049
 FQ0049                          STATION DESCRIPTION
 FQ0049
 FQ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FQ0049'IN WINSLOW.
 FQ0049'AT WINSLOW, NAVAJO COUNTY, ARIZ., 7 POLES E OF MILE POST 286 IN THE
 FQ0049'NORTHEAST CORNER OF THE YARD OF THE RAILROAD HOSPITAL, 18.6 METERS
 FQ0049'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK OF THE A.T. AND S.F. RY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0050 ***********************************************************************
 FQ0050  DESIGNATION -  X 3 RESET
 FQ0050  PID         -  FQ0050
 FQ0050  STATE/COUNTY-  AZ/NAVAJO
 FQ0050  USGS QUAD   -  WINSLOW (1986)
 FQ0050
 FQ0050                         *CURRENT SURVEY CONTROL
 FQ0050  ___________________________________________________________________
 FQ0050* NAD 83(1986)-  35 01 17.     (N)    110 41 57.     (W)     SCALED    
 FQ0050* NAVD 88     -      1480.56   (+/-2cm)    4857.5    (feet)  VERTCON   
 FQ0050  ___________________________________________________________________
 FQ0050  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 FQ0050  VERT ORDER  -  ? (See Below)
 FQ0050
 FQ0050.The horizontal coordinates were scaled from a topographic map and have
 FQ0050.an estimated accuracy of +/- 6 seconds.
 FQ0050
 FQ0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0050.The vertical order pertains to the NGVD 29 superseded value.
 FQ0050
 FQ0050.The geoid height was determined by GEOID03.
 FQ0050
 FQ0050;                    North         East    Units  Estimated Accuracy
 FQ0050;SPC AZ E     -   446,080.      164,770.      MT  (+/- 180 meters Scaled)
 FQ0050
 FQ0050                          SUPERSEDED SURVEY CONTROL
 FQ0050
 FQ0050  NGVD 29 (??/??/92) 1479.817  (m)         4855.03   (f) ADJ UNCH    ?  
 FQ0050
 FQ0050.Superseded values are not recommended for survey control.
 FQ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0050.See file dsdata.txt to determine how the superseded data were derived.
 FQ0050
 FQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD274754(NAD 83)
 FQ0050_MARKER: Q = CHISELED SQUARE
 FQ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0050_SP_SET: STONE POST
 FQ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0050+STABILITY: SURFACE MOTION
 FQ0050
 FQ0050  HISTORY     - Date     Condition        Report By
 FQ0050  HISTORY     - 1910     MONUMENTED       ATSFRR
 FQ0050  HISTORY     - 1953     GOOD             NGS
 FQ0050  HISTORY     - 1967     GOOD             USGS
 FQ0050  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0050  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0050
 FQ0050                          STATION DESCRIPTION
 FQ0050
 FQ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FQ0050'IN WINSLOW.
 FQ0050'ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.  41.6 FEET SOUTH OF
 FQ0050'SOUTH RAIL OF THE SOUTH TRACK.  65.4 FEET NORTHWEST OF NORTHWEST
 FQ0050'CORNER OF THE READING ROOM.  12.0 FEET WEST OF CENTERLINE OF HEDGE
 FQ0050'ROW.  97.5 FEET SOUTHWEST OF INTERSECTION E-W SIDEWALK AND SIDEWALK
 FQ0050'LEADING INTO READING ROOM.  0.5 FEET BELOW SURFACE.  NOTE-- READING
 FQ0050'ROOM AND SIDEWALKS HAVE BEEN REMOVED.  179 FT. E OF NE LEG OF RAILROAD
 FQ0050'TOWER, AND 124 FT. E OF NE CORNER OF A BUILDING.
 FQ0050
 FQ0050                          STATION RECOVERY (1967)
 FQ0050
 FQ0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FQ0050'RECOVERED IN GOOD CONDITION.
 FQ0050
 FQ0050                          STATION RECOVERY (1983)
 FQ0050
 FQ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0050'MARK NOT FOUND.
 FQ0050
 FQ0050                          STATION RECOVERY (2003)
 FQ0050
 FQ0050'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0466 ***********************************************************************
 ES0466  DESIGNATION -  X 30
 ES0466  PID         -  ES0466
 ES0466  STATE/COUNTY-  AZ/YAVAPAI
 ES0466  USGS QUAD   -  CORNVILLE (1968)
 ES0466
 ES0466                         *CURRENT SURVEY CONTROL
 ES0466  ___________________________________________________________________
 ES0466* NAD 83(1986)-  34 37 32.     (N)    111 55 18.     (W)     SCALED    
 ES0466* NAVD 88     -       977.867  (meters)    3208.22   (feet)  ADJUSTED  
 ES0466  ___________________________________________________________________
 ES0466  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 ES0466  DYNAMIC HT  -         976.638 (meters)    3204.19  (feet)  COMP
 ES0466  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 ES0466
 ES0466  VERT ORDER  -  FIRST     CLASS II
 ES0466
 ES0466.The horizontal coordinates were scaled from a topographic map and have
 ES0466.an estimated accuracy of +/- 6 seconds.
 ES0466
 ES0466.The orthometric height was determined by differential leveling
 ES0466.and adjusted in June 1991.
 ES0466
 ES0466.The geoid height was determined by GEOID03.
 ES0466
 ES0466.The dynamic height is computed by dividing the NAVD 88
 ES0466.geopotential number by the normal gravity value computed on the
 ES0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0466.degrees latitude (g = 980.6199 gals.).
 ES0466
 ES0466.The modeled gravity was interpolated from observed gravity values.
 ES0466
 ES0466;                    North         East    Units  Estimated Accuracy
 ES0466;SPC AZ C     -   402,040.      212,900.      MT  (+/- 180 meters Scaled)
 ES0466
 ES0466                          SUPERSEDED SURVEY CONTROL
 ES0466
 ES0466  NGVD 29 (??/??/92)  977.151  (m)         3205.87   (f) ADJ UNCH    1 2
 ES0466
 ES0466.Superseded values are not recommended for survey control.
 ES0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0466.See file dsdata.txt to determine how the superseded data were derived.
 ES0466
 ES0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD155319(NAD 83)
 ES0466_MARKER: DB = BENCH MARK DISK
 ES0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0466+STABILITY: SURFACE MOTION
 ES0466
 ES0466  HISTORY     - Date     Condition        Report By
 ES0466  HISTORY     - UNK      MONUMENTED       CGS
 ES0466  HISTORY     - 1933     GOOD             NGS
 ES0466  HISTORY     - 19980228 GOOD             USPSQD
 ES0466
 ES0466                          STATION DESCRIPTION
 ES0466
 ES0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0466'6.8 MI NW FROM CAMP VERDE.
 ES0466'CONCRETE POST, AT SIDE OF HIGHWAY, 0.8 MILES NORTHWEST OF OLD AULTMAN
 ES0466'STORE, AT EAST BASE OF ROCKY RIDGE, NEAR FENCE CORNER, ON EAST BANK OF
 ES0466'WASH, 50 FEET NORTHEAST OF HIGHWAY CENTER-LINE.
 ES0466
 ES0466                          STATION RECOVERY (1998)
 ES0466
 ES0466'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0013 ***********************************************************************
 GP0013  DESIGNATION -  X 30
 GP0013  PID         -  GP0013
 GP0013  STATE/COUNTY-  AZ/NAVAJO
 GP0013  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0013
 GP0013                         *CURRENT SURVEY CONTROL
 GP0013  ___________________________________________________________________
 GP0013* NAD 83(1986)-  36 48 19.     (N)    110 13 57.     (W)     SCALED    
 GP0013* NAVD 88     -      1720.356  (meters)    5644.20   (feet)  ADJUSTED  
 GP0013  ___________________________________________________________________
 GP0013  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 GP0013  DYNAMIC HT  -        1718.308 (meters)    5637.48  (feet)  COMP
 GP0013  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 GP0013
 GP0013  VERT ORDER  -  FIRST     CLASS II
 GP0013
 GP0013.The horizontal coordinates were scaled from a topographic map and have
 GP0013.an estimated accuracy of +/- 6 seconds.
 GP0013
 GP0013.The orthometric height was determined by differential leveling
 GP0013.and adjusted in June 1991.
 GP0013
 GP0013.The geoid height was determined by GEOID03.
 GP0013
 GP0013.The dynamic height is computed by dividing the NAVD 88
 GP0013.geopotential number by the normal gravity value computed on the
 GP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0013.degrees latitude (g = 980.6199 gals.).
 GP0013
 GP0013.The modeled gravity was interpolated from observed gravity values.
 GP0013
 GP0013;                    North         East    Units  Estimated Accuracy
 GP0013;SPC AZ E     -   643,870.      207,490.      MT  (+/- 180 meters Scaled)
 GP0013
 GP0013                          SUPERSEDED SURVEY CONTROL
 GP0013
 GP0013  NGVD 29 (??/??/92) 1719.418  (m)         5641.12   (f) ADJ UNCH    1 2
 GP0013
 GP0013.Superseded values are not recommended for survey control.
 GP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0013.See file dsdata.txt to determine how the superseded data were derived.
 GP0013
 GP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF684735(NAD 83)
 GP0013_MARKER: DB = BENCH MARK DISK
 GP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0013_STAMPING: 5641.124 X 30 1933
 GP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0013+STABILITY: SURFACE MOTION
 GP0013
 GP0013  HISTORY     - Date     Condition        Report By
 GP0013  HISTORY     - 1933     MONUMENTED       CGS
 GP0013  HISTORY     - 1934     GOOD             NGS
 GP0013  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0013  HISTORY     - 19851204 MARK NOT FOUND   USGS
 GP0013
 GP0013                          STATION DESCRIPTION
 GP0013
 GP0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0013'6.7 MI NE FROM KAYENTA.
 GP0013'6.7 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0013'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, 500 FEET SOUTH OF
 GP0013'A DIP THROUGH A WASH, AT THE CREST OF A RISE, AND 42 FEET WEST OF THE
 GP0013'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5641.124 X 30 1933
 GP0013'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 GP0013'GROUND.
 GP0013
 GP0013                          STATION RECOVERY (1983)
 GP0013
 GP0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0013'MARK NOT FOUND.
 GP0013
 GP0013                          STATION RECOVERY (1985)
 GP0013
 GP0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DLH)
 GP0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0161 ***********************************************************************
 DA0161  DESIGNATION -  X 300
 DA0161  PID         -  DA0161
 DA0161  STATE/COUNTY-  AZ/MARICOPA
 DA0161  USGS QUAD   -  ANTELOPE PEAK (1981)
 DA0161
 DA0161                         *CURRENT SURVEY CONTROL
 DA0161  ___________________________________________________________________
 DA0161* NAD 83(1986)-  32 45 30.     (N)    112 13 51.     (W)     SCALED    
 DA0161* NAVD 88     -       584.31   (+/-2cm)    1917.0    (feet)  VERTCON   
 DA0161  ___________________________________________________________________
 DA0161  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0161
 DA0161.The horizontal coordinates were scaled from a topographic map and have
 DA0161.an estimated accuracy of +/- 6 seconds.
 DA0161
 DA0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0161.The vertical order pertains to the NGVD 29 superseded value.
 DA0161
 DA0161.The geoid height was determined by GEOID03.
 DA0161
 DA0161;                    North         East    Units  Estimated Accuracy
 DA0161;SPC AZ C     -   195,000.      183,920.      MT  (+/- 180 meters Scaled)
 DA0161
 DA0161                          SUPERSEDED SURVEY CONTROL
 DA0161
 DA0161  NGVD 29 (??/??/92)  583.645  (m)         1914.84   (f) ADJ UNCH    2 0
 DA0161
 DA0161.Superseded values are not recommended for survey control.
 DA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0161.See file dsdata.txt to determine how the superseded data were derived.
 DA0161
 DA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB847251(NAD 83)
 DA0161_MARKER: DB = BENCH MARK DISK
 DA0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0161_STAMPING: X 300 1952
 DA0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0161+STABILITY: SURFACE MOTION
 DA0161
 DA0161  HISTORY     - Date     Condition        Report By
 DA0161  HISTORY     - 1952     MONUMENTED       CGS
 DA0161
 DA0161                          STATION DESCRIPTION
 DA0161
 DA0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0161'28.2 MI E FROM GILA.
 DA0161'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0161'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 6.9 MILES SOUTH
 DA0161'ALONG A DIM TRACK ROAD.  0.75 MILE SOUTH OF A GATE IN A FENCE LINE, AT
 DA0161'A SMALL CLEARING, AT A FLAT COVERED WITH GREASEWOOD, 170 YARDS EAST OF
 DA0161'THE EAST EDGE OF VEKOL WASH, 17 FEET EAST OF THE CENTERLINE OF THE
 DA0161'ROAD, 1.9 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 DA0161'ROAD.  A STANDARD DISK, STAMPED X 300 1952 AND SET IN THE TOP OF A
 DA0161'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0419 ***********************************************************************
 CG0419  DESIGNATION -  X 301
 CG0419  PID         -  CG0419
 CG0419  STATE/COUNTY-  AZ/PIMA
 CG0419  USGS QUAD   -  FRESNO WASH (1982)
 CG0419
 CG0419                         *CURRENT SURVEY CONTROL
 CG0419  ___________________________________________________________________
 CG0419* NAD 83(1986)-  31 50 10.     (N)    111 24 14.     (W)     SCALED    
 CG0419* NAVD 88     -       913.32   (+/-2cm)    2996.5    (feet)  VERTCON   
 CG0419  ___________________________________________________________________
 CG0419  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CG0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0419
 CG0419.The horizontal coordinates were scaled from a topographic map and have
 CG0419.an estimated accuracy of +/- 6 seconds.
 CG0419
 CG0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0419.The vertical order pertains to the NGVD 29 superseded value.
 CG0419
 CG0419.The geoid height was determined by GEOID03.
 CG0419
 CG0419;                    North         East    Units  Estimated Accuracy
 CG0419;SPC AZ C     -    92,810.      261,900.      MT  (+/- 180 meters Scaled)
 CG0419
 CG0419                          SUPERSEDED SURVEY CONTROL
 CG0419
 CG0419  NGVD 29 (??/??/92)  912.577  (m)         2994.01   (f) ADJ UNCH    2 0
 CG0419
 CG0419.Superseded values are not recommended for survey control.
 CG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0419.See file dsdata.txt to determine how the superseded data were derived.
 CG0419
 CG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA617223(NAD 83)
 CG0419_MARKER: DB = BENCH MARK DISK
 CG0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0419_SP_SET: BRIDGE
 CG0419_STAMPING: X 301 1951
 CG0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0419
 CG0419  HISTORY     - Date     Condition        Report By
 CG0419  HISTORY     - 1951     MONUMENTED       CGS
 CG0419  HISTORY     - 1977     GOOD             USGS
 CG0419  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0419
 CG0419                          STATION DESCRIPTION
 CG0419
 CG0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0419'18.5 MI S FROM THREE POINTS.
 CG0419'18.5 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0419'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 3.5 MILES SOUTH OF THE
 CG0419'PALO ALTO RANCH, AT A STEEL BRIDGE OVER THE ALTAR WASH, AND SET IN THE
 CG0419'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, AND
 CG0419'ABOUT 20 FEET ABOVE THE LOWEST POINT OF THE WASH, 11 FEET SOUTH OF THE
 CG0419'CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 CG0419'STEEL BRIDGE, 3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF WING WALL
 CG0419'WHERE THE WINGWALL MAKES A DROP, AND ABOUT LEVEL WITH THE ROAD.
 CG0419
 CG0419                          STATION RECOVERY (1977)
 CG0419
 CG0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0419'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0419'286.
 CG0419
 CG0419                          STATION RECOVERY (2001)
 CG0419
 CG0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0419'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0778 ***********************************************************************
 CG0778  DESIGNATION -  X 302
 CG0778  PID         -  CG0778
 CG0778  STATE/COUNTY-  AZ/PIMA
 CG0778  USGS QUAD   -  FRESNO WASH (1982)
 CG0778
 CG0778                         *CURRENT SURVEY CONTROL
 CG0778  ___________________________________________________________________
 CG0778* NAD 83(1986)-  31 49 00.     (N)    111 29 06.     (W)     SCALED    
 CG0778* NAVD 88     -      1021.09   (+/-2cm)    3350.0    (feet)  VERTCON   
 CG0778  ___________________________________________________________________
 CG0778  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CG0778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0778
 CG0778.The horizontal coordinates were scaled from a topographic map and have
 CG0778.an estimated accuracy of +/- 6 seconds.
 CG0778
 CG0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0778.The vertical order pertains to the NGVD 29 superseded value.
 CG0778
 CG0778.The geoid height was determined by GEOID03.
 CG0778
 CG0778;                    North         East    Units  Estimated Accuracy
 CG0778;SPC AZ C     -    90,620.      254,230.      MT  (+/- 180 meters Scaled)
 CG0778
 CG0778                          SUPERSEDED SURVEY CONTROL
 CG0778
 CG0778  NGVD 29 (??/??/92) 1020.323  (m)         3347.51   (f) ADJ UNCH    2 0
 CG0778
 CG0778.Superseded values are not recommended for survey control.
 CG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0778.See file dsdata.txt to determine how the superseded data were derived.
 CG0778
 CG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA540202(NAD 83)
 CG0778_MARKER: DB = BENCH MARK DISK
 CG0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0778_STAMPING: X 302 1952
 CG0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0778+STABILITY: SURFACE MOTION
 CG0778
 CG0778  HISTORY     - Date     Condition        Report By
 CG0778  HISTORY     - 1952     MONUMENTED       CGS
 CG0778
 CG0778                          STATION DESCRIPTION
 CG0778
 CG0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0778'23.85 MI SW FROM THREE POINTS.
 CG0778'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0778'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 3.25 MILES WEST
 CG0778'ALONG THE ELKHORN RANCH ROAD, 0.25 MILE SOUTHEAST OF A CATTLE GUARD
 CG0778'AND A FENCE, 49 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.9
 CG0778'FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CG0778'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1305 ***********************************************************************
 CZ1305  DESIGNATION -  X 303
 CZ1305  PID         -  CZ1305
 CZ1305  STATE/COUNTY-  AZ/PINAL
 CZ1305  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1305
 CZ1305                         *CURRENT SURVEY CONTROL
 CZ1305  ___________________________________________________________________
 CZ1305* NAD 83(1986)-  32 39 38.     (N)    111 37 13.     (W)     SCALED    
 CZ1305* NAVD 88     -       487.05   (+/-2cm)    1597.9    (feet)  VERTCON   
 CZ1305  ___________________________________________________________________
 CZ1305  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ1305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1305
 CZ1305.The horizontal coordinates were scaled from a topographic map and have
 CZ1305.an estimated accuracy of +/- 6 seconds.
 CZ1305
 CZ1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1305.The vertical order pertains to the NGVD 29 superseded value.
 CZ1305
 CZ1305.The geoid height was determined by GEOID03.
 CZ1305
 CZ1305;                    North         East    Units  Estimated Accuracy
 CZ1305;SPC AZ C     -   184,150.      241,160.      MT  (+/- 180 meters Scaled)
 CZ1305
 CZ1305                          SUPERSEDED SURVEY CONTROL
 CZ1305
 CZ1305  NGVD 29 (??/??/92)  486.494  (m)         1596.11   (f) ADJ UNCH    2 0
 CZ1305
 CZ1305.Superseded values are not recommended for survey control.
 CZ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1305.See file dsdata.txt to determine how the superseded data were derived.
 CZ1305
 CZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418138(NAD 83)
 CZ1305_MARKER: DB = BENCH MARK DISK
 CZ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1305_STAMPING: X 303 1951
 CZ1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1305+STABILITY: SURFACE MOTION
 CZ1305
 CZ1305  HISTORY     - Date     Condition        Report By
 CZ1305  HISTORY     - 1951     MONUMENTED       CGS
 CZ1305  HISTORY     - 1966     GOOD             NGS
 CZ1305  HISTORY     - 19920219 MARK NOT FOUND   NGS
 CZ1305
 CZ1305                          STATION DESCRIPTION
 CZ1305
 CZ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1305'9.2 MI S FROM TOLTEC.
 CZ1305'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1305'RAILROAD STATION AT TOLTEC, THENCE 9 MILES SOUTH ALONG THE TOLTEC
 CZ1305'HIGHWAY AT THE INTERSECTION OF AN EAST-WEST DIRT ROAD, AT A RIGHT
 CZ1305'ANGLE IN A POWER LINE, AT THE SOUTHWEST CORNER OF THE INTERSECTION, 54
 CZ1305'FEET WEST OF THE CENTER LINE OF THE TOLTEC HIGHWAY, 35 FEET SOUTH OF
 CZ1305'THE CENTER LINE OF A DIRT ROAD, 1.6 FEET SOUTH OF A POWER LINE POLE
 CZ1305'WITH A TRANSFORMER AT THE ANGLE, 2.1 FEET NORTH OF THE WITNESS POST,
 CZ1305'AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
 CZ1305
 CZ1305                          STATION RECOVERY (1966)
 CZ1305
 CZ1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1305'RECOVERED IN GOOD CONDITION.
 CZ1305
 CZ1305                          STATION RECOVERY (1992)
 CZ1305
 CZ1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1305'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1289 ***********************************************************************
 CZ1289  DESIGNATION -  X 304
 CZ1289  PID         -  CZ1289
 CZ1289  STATE/COUNTY-  AZ/PINAL
 CZ1289  USGS QUAD   -  GREENE RESERVOIR (1993)
 CZ1289
 CZ1289                         *CURRENT SURVEY CONTROL
 CZ1289  ___________________________________________________________________
 CZ1289* NAD 83(1986)-  32 33 00.     (N)    111 41 22.     (W)     SCALED    
 CZ1289* NAVD 88     -       497.94   (+/-2cm)    1633.7    (feet)  VERTCON   
 CZ1289  ___________________________________________________________________
 CZ1289  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1289
 CZ1289.The horizontal coordinates were scaled from a topographic map and have
 CZ1289.an estimated accuracy of +/- 6 seconds.
 CZ1289
 CZ1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1289.The vertical order pertains to the NGVD 29 superseded value.
 CZ1289
 CZ1289.The geoid height was determined by GEOID03.
 CZ1289
 CZ1289;                    North         East    Units  Estimated Accuracy
 CZ1289;SPC AZ C     -   171,870.      234,700.      MT  (+/- 180 meters Scaled)
 CZ1289
 CZ1289                          SUPERSEDED SURVEY CONTROL
 CZ1289
 CZ1289  NGVD 29 (??/??/92)  497.400  (m)         1631.89   (f) ADJ UNCH    2 0
 CZ1289
 CZ1289.Superseded values are not recommended for survey control.
 CZ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1289.See file dsdata.txt to determine how the superseded data were derived.
 CZ1289
 CZ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB352016(NAD 83)
 CZ1289_MARKER: DB = BENCH MARK DISK
 CZ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1289_STAMPING: X 304 1952
 CZ1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1289+STABILITY: SURFACE MOTION
 CZ1289
 CZ1289  HISTORY     - Date     Condition        Report By
 CZ1289  HISTORY     - 1952     MONUMENTED       CGS
 CZ1289
 CZ1289                          STATION DESCRIPTION
 CZ1289
 CZ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1289'20.8 MI S FROM TOLTEC.
 CZ1289'SAME DESCRIPTION TO REACH AS UNITED STATES GENERAL LAND OFFICE SECTION
 CZ1289'CORNER R7E S13 S19, 45.8 FEET SOUTHEAST OF THE GENERAL LAND OFFICE
 CZ1289'MARK, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET EAST OF THE
 CZ1289'EAST GATE POST OF THE MAIN WEST GATE, 8.4 FEET EAST OF A FENCE CORNER,
 CZ1289'2.2 FEET NORTH OF THE FENCE, 2.0 FEET WEST OF A WITNESS POST, AND SET
 CZ1289'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND,
 CZ1289'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0830 ***********************************************************************
 CG0830  DESIGNATION -  X 305
 CG0830  PID         -  CG0830
 CG0830  STATE/COUNTY-  AZ/PIMA
 CG0830  USGS QUAD   -  TOPAWA (1979)
 CG0830
 CG0830                         *CURRENT SURVEY CONTROL
 CG0830  ___________________________________________________________________
 CG0830* NAD 83(1986)-  31 48 14.     (N)    111 46 41.     (W)     SCALED    
 CG0830* NAVD 88     -       798.01   (+/-2cm)    2618.1    (feet)  VERTCON   
 CG0830  ___________________________________________________________________
 CG0830  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0830
 CG0830.The horizontal coordinates were scaled from a topographic map and have
 CG0830.an estimated accuracy of +/- 6 seconds.
 CG0830
 CG0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0830.The vertical order pertains to the NGVD 29 superseded value.
 CG0830
 CG0830.The geoid height was determined by GEOID03.
 CG0830
 CG0830;                    North         East    Units  Estimated Accuracy
 CG0830;SPC AZ C     -    89,130.      226,480.      MT  (+/- 180 meters Scaled)
 CG0830
 CG0830                          SUPERSEDED SURVEY CONTROL
 CG0830
 CG0830  NGVD 29 (??/??/92)  797.277  (m)         2615.73   (f) ADJ UNCH    2 0
 CG0830
 CG0830.Superseded values are not recommended for survey control.
 CG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0830.See file dsdata.txt to determine how the superseded data were derived.
 CG0830
 CG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA263189(NAD 83)
 CG0830_MARKER: DB = BENCH MARK DISK
 CG0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0830_STAMPING: X 305 1952
 CG0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0830+STABILITY: SURFACE MOTION
 CG0830
 CG0830  HISTORY     - Date     Condition        Report By
 CG0830  HISTORY     - 1952     MONUMENTED       CGS
 CG0830
 CG0830                          STATION DESCRIPTION
 CG0830
 CG0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0830'3.0 MI E FROM TOPAWA.
 CG0830'3.0 MI. EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0830'TOPAWA, 0.55 MILE WEST OF A Y JUNCTION OF A TRACK ROAD LEADING
 CG0830'SOUTHWEST, 91.6 FEET SOUTHWEST AND ACROSS THE ROAD FROM UNITED STATES
 CG0830'GEOLOGICAL SURVEY STEEL ROD 2617.0, 35 FEET SOUTH OF THE CENTER LINE
 CG0830'OF THE ROAD, 2.1 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CG0830'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0728 ***********************************************************************
 CG0728  DESIGNATION -  X 306
 CG0728  PID         -  CG0728
 CG0728  STATE/COUNTY-  AZ/PIMA
 CG0728  USGS QUAD   -  TOPAWA (1979)
 CG0728
 CG0728                         *CURRENT SURVEY CONTROL
 CG0728  ___________________________________________________________________
 CG0728* NAD 83(1986)-  31 51 02.     (N)    111 48 13.     (W)     SCALED    
 CG0728* NAVD 88     -       772.11   (+/-2cm)    2533.2    (feet)  VERTCON   
 CG0728  ___________________________________________________________________
 CG0728  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CG0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0728
 CG0728.The horizontal coordinates were scaled from a topographic map and have
 CG0728.an estimated accuracy of +/- 6 seconds.
 CG0728
 CG0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0728.The vertical order pertains to the NGVD 29 superseded value.
 CG0728
 CG0728.The geoid height was determined by GEOID03.
 CG0728
 CG0728;                    North         East    Units  Estimated Accuracy
 CG0728;SPC AZ C     -    94,300.      224,060.      MT  (+/- 180 meters Scaled)
 CG0728
 CG0728                          SUPERSEDED SURVEY CONTROL
 CG0728
 CG0728  NGVD 29 (??/??/92)  771.392  (m)         2530.81   (f) ADJ UNCH    2 0
 CG0728
 CG0728.Superseded values are not recommended for survey control.
 CG0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0728.See file dsdata.txt to determine how the superseded data were derived.
 CG0728
 CG0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA239241(NAD 83)
 CG0728_MARKER: DB = BENCH MARK DISK
 CG0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0728_STAMPING: X 306 1952
 CG0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0728+STABILITY: SURFACE MOTION
 CG0728
 CG0728  HISTORY     - Date     Condition        Report By
 CG0728  HISTORY     - 1952     MONUMENTED       CGS
 CG0728
 CG0728                          STATION DESCRIPTION
 CG0728
 CG0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0728'3.4 MI N FROM TOPAWA.
 CG0728'3.4 MILES NORTH ALONG AN UNUSED WAGON ROAD FROM THE POST OFFICE AND
 CG0728'SAN SOLANO MISSION AT TOPAWA, 0.65 MILE NORTH OF A SOUTHEAST FENCE
 CG0728'CORNER AND Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST AND A Y
 CG0728'JUNCTION OF A ROAD LEADING SOUTH, 0.6 MILE SOUTH OF A Y JUNCTION OF A
 CG0728'ROAD LEADING NORTHWEST, 268 1/2 FEET EAST ACROSS THE ROAD FROM A
 CG0728'NORTHSOUTH FENCE LINE, 67 1/2 FEET EAST OF THE CENTER LINE OF THE
 CG0728'ROAD, 1.9 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 CG0728'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CG0728'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0854 ***********************************************************************
 DA0854  DESIGNATION -  X 307
 DA0854  PID         -  DA0854
 DA0854  STATE/COUNTY-  AZ/PIMA
 DA0854  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0854
 DA0854                         *CURRENT SURVEY CONTROL
 DA0854  ___________________________________________________________________
 DA0854* NAD 83(1986)-  32 01 05.     (N)    113 01 49.     (W)     SCALED    
 DA0854* NAVD 88     -       386.36   (+/-2cm)    1267.6    (feet)  VERTCON   
 DA0854  ___________________________________________________________________
 DA0854  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DA0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0854
 DA0854.The horizontal coordinates were scaled from a topographic map and have
 DA0854.an estimated accuracy of +/- 6 seconds.
 DA0854
 DA0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0854.The vertical order pertains to the NGVD 29 superseded value.
 DA0854
 DA0854.The geoid height was determined by GEOID03.
 DA0854
 DA0854;                    North         East    Units  Estimated Accuracy
 DA0854;SPC AZ C     -   113,410.      108,160.      MT  (+/- 180 meters Scaled)
 DA0854
 DA0854                          SUPERSEDED SURVEY CONTROL
 DA0854
 DA0854  NGVD 29 (??/??/92)  385.656  (m)         1265.27   (f) ADJ UNCH    2 0
 DA0854
 DA0854.Superseded values are not recommended for survey control.
 DA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0854.See file dsdata.txt to determine how the superseded data were derived.
 DA0854
 DA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA082442(NAD 83)
 DA0854_MARKER: DB = BENCH MARK DISK
 DA0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0854_STAMPING: X 307 1952
 DA0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0854+STABILITY: SURFACE MOTION
 DA0854
 DA0854  HISTORY     - Date     Condition        Report By
 DA0854  HISTORY     - 1952     MONUMENTED       CGS
 DA0854
 DA0854                          STATION DESCRIPTION
 DA0854
 DA0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0854'20.85 MI NW FROM LUKEVILLE.
 DA0854'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0854'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 DA0854'JUNCTION, THENCE 5.85 MILES NORTH ALONG THE BATES WELL ROAD, ABOUT 0.4
 DA0854'MILE NORTHEAST OF A SMALL RANCH HOUSE AND WINDMILL, 36 FEET NORTH OF
 DA0854'THE CENTER OF A SMALL WASH, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DA0854'ROAD, 2.3 FEET NORTHEAST OF A WITNESS POST, IN A CONCRETE POST
 DA0854'PROJECTING 0.3 FEET AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0422 ***********************************************************************
 DA0422  DESIGNATION -  X 308
 DA0422  PID         -  DA0422
 DA0422  STATE/COUNTY-  AZ/PIMA
 DA0422  USGS QUAD   -  ARMENTA WELL (1990)
 DA0422
 DA0422                         *CURRENT SURVEY CONTROL
 DA0422  ___________________________________________________________________
 DA0422* NAD 83(1986)-  32 09 07.     (N)    112 51 03.     (W)     SCALED    
 DA0422* NAVD 88     -       475.52   (+/-2cm)    1560.1    (feet)  VERTCON   
 DA0422  ___________________________________________________________________
 DA0422  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DA0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0422
 DA0422.The horizontal coordinates were scaled from a topographic map and have
 DA0422.an estimated accuracy of +/- 6 seconds.
 DA0422
 DA0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0422.The vertical order pertains to the NGVD 29 superseded value.
 DA0422
 DA0422.The geoid height was determined by GEOID03.
 DA0422
 DA0422;                    North         East    Units  Estimated Accuracy
 DA0422;SPC AZ C     -   128,100.      125,240.      MT  (+/- 180 meters Scaled)
 DA0422
 DA0422                          SUPERSEDED SURVEY CONTROL
 DA0422
 DA0422  NGVD 29 (??/??/92)  474.82   (m)         1557.8    (f) COMPUTED    2 0
 DA0422
 DA0422.Superseded values are not recommended for survey control.
 DA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0422.See file dsdata.txt to determine how the superseded data were derived.
 DA0422
 DA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA254587(NAD 83)
 DA0422_MARKER: DB = BENCH MARK DISK
 DA0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0422_STAMPING: X 308 1952
 DA0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0422+STABILITY: SURFACE MOTION
 DA0422
 DA0422  HISTORY     - Date     Condition        Report By
 DA0422  HISTORY     - 1952     MONUMENTED       CGS
 DA0422
 DA0422                          STATION DESCRIPTION
 DA0422
 DA0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0422'25.4 MI S FROM AJO.
 DA0422'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0422'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0422'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE
 DA0422'SONOYTA-AJO HIGHWAY TO INTERSECTION, THENCE 5.3 MILES WEST ALONG TRACK
 DA0422'ROAD, 77 FEET SOUTHEAST OF THE CENTER OF ROAD AT POINT WHERE WASH
 DA0422'CROSSES, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.2 FEET EAST OF
 DA0422'THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT, AND ABOUT
 DA0422'1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0367 ***********************************************************************
 DA0367  DESIGNATION -  X 309
 DA0367  PID         -  DA0367
 DA0367  STATE/COUNTY-  AZ/PIMA
 DA0367  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0367
 DA0367                         *CURRENT SURVEY CONTROL
 DA0367  ___________________________________________________________________
 DA0367* NAD 83(1986)-  32 04 22.     (N)    112 46 36.     (W)     SCALED    
 DA0367* NAVD 88     -       590.46   (+/-2cm)    1937.2    (feet)  VERTCON   
 DA0367  ___________________________________________________________________
 DA0367  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DA0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0367
 DA0367.The horizontal coordinates were scaled from a topographic map and have
 DA0367.an estimated accuracy of +/- 6 seconds.
 DA0367
 DA0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0367.The vertical order pertains to the NGVD 29 superseded value.
 DA0367
 DA0367.The geoid height was determined by GEOID03.
 DA0367
 DA0367;                    North         East    Units  Estimated Accuracy
 DA0367;SPC AZ C     -   119,260.      132,170.      MT  (+/- 180 meters Scaled)
 DA0367
 DA0367                          SUPERSEDED SURVEY CONTROL
 DA0367
 DA0367  NGVD 29 (??/??/92)  589.708  (m)         1934.73   (f) ADJ UNCH    1 2
 DA0367
 DA0367.Superseded values are not recommended for survey control.
 DA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0367.See file dsdata.txt to determine how the superseded data were derived.
 DA0367
 DA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA323498(NAD 83)
 DA0367_MARKER: DB = BENCH MARK DISK
 DA0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0367_STAMPING: X 309 1952
 DA0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0367+STABILITY: SURFACE MOTION
 DA0367
 DA0367  HISTORY     - Date     Condition        Report By
 DA0367  HISTORY     - 1952     MONUMENTED       CGS
 DA0367  HISTORY     - 1953     GOOD             NGS
 DA0367
 DA0367                          STATION DESCRIPTION
 DA0367
 DA0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0367'14.75 MI N FROM LUKEVILLE.
 DA0367'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0367'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 9.55 MILES
 DA0367'NORTH ALONG THE OLD SONOYTA-AJO ROAD, 166 FEET NORTH OF A POINT WHERE
 DA0367'THE ROAD CROSSES A WASH, 60 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DA0367'2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DA0367'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0507 ***********************************************************************
 ES0507  DESIGNATION -  X 31
 ES0507  PID         -  ES0507
 ES0507  STATE/COUNTY-  AZ/COCONINO
 ES0507  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0507
 ES0507                         *CURRENT SURVEY CONTROL
 ES0507  ___________________________________________________________________
 ES0507* NAD 83(1986)-  34 56 47.     (N)    111 45 10.     (W)     SCALED    
 ES0507* NAVD 88     -      1501.596  (meters)    4926.49   (feet)  ADJUSTED  
 ES0507  ___________________________________________________________________
 ES0507  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ES0507  DYNAMIC HT  -        1499.606 (meters)    4919.96  (feet)  COMP
 ES0507  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 ES0507
 ES0507  VERT ORDER  -  FIRST     CLASS II
 ES0507
 ES0507.The horizontal coordinates were scaled from a topographic map and have
 ES0507.an estimated accuracy of +/- 6 seconds.
 ES0507
 ES0507.The orthometric height was determined by differential leveling
 ES0507.and adjusted in June 1991.
 ES0507
 ES0507.The geoid height was determined by GEOID03.
 ES0507
 ES0507.The dynamic height is computed by dividing the NAVD 88
 ES0507.geopotential number by the normal gravity value computed on the
 ES0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0507.degrees latitude (g = 980.6199 gals.).
 ES0507
 ES0507.The modeled gravity was interpolated from observed gravity values.
 ES0507
 ES0507;                    North         East    Units  Estimated Accuracy
 ES0507;SPC AZ C     -   437,640.      228,330.      MT  (+/- 180 meters Scaled)
 ES0507
 ES0507                          SUPERSEDED SURVEY CONTROL
 ES0507
 ES0507  NGVD 29 (??/??/92) 1500.734  (m)         4923.66   (f) ADJ UNCH    1 2
 ES0507
 ES0507.Superseded values are not recommended for survey control.
 ES0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0507.See file dsdata.txt to determine how the superseded data were derived.
 ES0507
 ES0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD312673(NAD 83)
 ES0507_MARKER: DB = BENCH MARK DISK
 ES0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ES0507_SP_SET: RAILING
 ES0507_MARK LOGO: CGS   
 ES0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ES0507
 ES0507  HISTORY     - Date     Condition        Report By
 ES0507  HISTORY     - UNK      MONUMENTED       CGS
 ES0507  HISTORY     - 1933     GOOD             NGS
 ES0507  HISTORY     - 1982     GOOD             NGS
 ES0507
 ES0507                          STATION DESCRIPTION
 ES0507
 ES0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0507'7.9 MI N FROM SEDONA.
 ES0507'OAK CREEK HIGHWAY BRIDGE, NORTH BANK OF CREEK, EAST SIDE OF HIGHWAY,
 ES0507'ON TOP OF NORTH END OF CONCRETE RAILING.
 ES0507
 ES0507                          STATION RECOVERY (1982)
 ES0507
 ES0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0507'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0507'11.6 KM (7.2 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0507'OFFICE IN SEDONA, IN TOP OF THE NORTH END OF THE EAST GUARD RAIL FOR
 ES0507'THE BRIDGE OVER OAK CREEK, 4.6 METERS (15.0 FT) EAST OF THE HIGHWAY
 ES0507'CENTERLINE, 0.3 METER (1.0 FT) SOUTH OF THE NORTH END.
 ES0507'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0338 ***********************************************************************
 GP0338  DESIGNATION -  X 31
 GP0338  PID         -  GP0338
 GP0338  STATE/COUNTY-  AZ/APACHE
 GP0338  USGS QUAD   -  CHILCHINBITO (1968)
 GP0338
 GP0338                         *CURRENT SURVEY CONTROL
 GP0338  ___________________________________________________________________
 GP0338* NAD 83(1986)-  36 30 32.     (N)    110 00 17.     (W)     SCALED    
 GP0338* NAVD 88     -      1853.111  (meters)    6079.75   (feet)  ADJUSTED  
 GP0338  ___________________________________________________________________
 GP0338  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GP0338  DYNAMIC HT  -        1850.790 (meters)    6072.13  (feet)  COMP
 GP0338  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 GP0338
 GP0338  VERT ORDER  -  FIRST     CLASS II
 GP0338
 GP0338.The horizontal coordinates were scaled from a topographic map and have
 GP0338.an estimated accuracy of +/- 6 seconds.
 GP0338
 GP0338.The orthometric height was determined by differential leveling
 GP0338.and adjusted in June 1991.
 GP0338
 GP0338.The geoid height was determined by GEOID03.
 GP0338
 GP0338.The dynamic height is computed by dividing the NAVD 88
 GP0338.geopotential number by the normal gravity value computed on the
 GP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0338.degrees latitude (g = 980.6199 gals.).
 GP0338
 GP0338.The modeled gravity was interpolated from observed gravity values.
 GP0338
 GP0338;                    North         East    Units  Estimated Accuracy
 GP0338;SPC AZ E     -   610,990.      227,870.      MT  (+/- 180 meters Scaled)
 GP0338
 GP0338                          SUPERSEDED SURVEY CONTROL
 GP0338
 GP0338  NGVD 29 (??/??/92) 1852.17   (m)         6076.7    (f) COMPUTED    1 2
 GP0338
 GP0338.Superseded values are not recommended for survey control.
 GP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0338.See file dsdata.txt to determine how the superseded data were derived.
 GP0338
 GP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF891408(NAD 83)
 GP0338_MARKER: DB = BENCH MARK DISK
 GP0338_SETTING: 66 = SET IN ROCK OUTCROP
 GP0338_SP_SET: SET IN ROCK OUTCROP
 GP0338_STAMPING: X 31 1933
 GP0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0338+STABILITY: POSITION/ELEVATION WELL
 GP0338
 GP0338  HISTORY     - Date     Condition        Report By
 GP0338  HISTORY     - 1933     MONUMENTED       CGS
 GP0338  HISTORY     - 1934     GOOD             NGS
 GP0338  HISTORY     - 1968     GOOD             UTU
 GP0338
 GP0338                          STATION DESCRIPTION
 GP0338
 GP0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0338'24.1 MI SE FROM KAYENTA.
 GP0338'24.1 MILES SOUTHEAST OF THE POST OFFICE AT KAYENTA ALONG THE
 GP0338'KAYENTA-CHIS LEE ROAD, 4.7 MILES SOUTHEAST OF THE CHILI CHIN BETOH
 GP0338'TRADING POST, ON THE SOUTHEAST SLOPE ABOUT HALF WAY BETWEEN THE CREST
 GP0338'OF A HILL AND A DRAW, SET IN A 3 BY 5 FOOT LIME STONE OUTCROP ABOUT
 GP0338'ONE FOOT ABOVE THE LEVEL OF THE GROUND, 78 FEET SOUTH WEST OF THE
 GP0338'CENTERLINE OF THE ROAD MEASURED FROM A POINT ON THE ROAD 41 YARDS
 GP0338'SOUTHEAST OF A CATTLE GUARD, STANDARD DISK.
 GP0338
 GP0338                          STATION RECOVERY (1968)
 GP0338
 GP0338'RECOVERY NOTE BY UNIVERSITY OF UTAH 1968
 GP0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0285 ***********************************************************************
 DA0285  DESIGNATION -  X 310
 DA0285  PID         -  DA0285
 DA0285  STATE/COUNTY-  AZ/PIMA
 DA0285  USGS QUAD   -  VENTANA (1990)
 DA0285
 DA0285                         *CURRENT SURVEY CONTROL
 DA0285  ___________________________________________________________________
 DA0285* NAD 83(1986)-  32 24 59.     (N)    112 10 37.     (W)     SCALED    
 DA0285* NAVD 88     -       672.16   (+/-2cm)    2205.2    (feet)  VERTCON   
 DA0285  ___________________________________________________________________
 DA0285  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DA0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0285
 DA0285.The horizontal coordinates were scaled from a topographic map and have
 DA0285.an estimated accuracy of +/- 6 seconds.
 DA0285
 DA0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0285.The vertical order pertains to the NGVD 29 superseded value.
 DA0285
 DA0285.The geoid height was determined by GEOID03.
 DA0285
 DA0285;                    North         East    Units  Estimated Accuracy
 DA0285;SPC AZ C     -   157,070.      188,880.      MT  (+/- 180 meters Scaled)
 DA0285
 DA0285                          SUPERSEDED SURVEY CONTROL
 DA0285
 DA0285  NGVD 29 (??/??/92)  671.482  (m)         2203.02   (f) ADJ UNCH    2 0
 DA0285
 DA0285.Superseded values are not recommended for survey control.
 DA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0285.See file dsdata.txt to determine how the superseded data were derived.
 DA0285
 DA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA893872(NAD 83)
 DA0285_MARKER: DB = BENCH MARK DISK
 DA0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0285_SP_SET: FLAT
 DA0285_STAMPING: X 310 1952
 DA0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0285
 DA0285  HISTORY     - Date     Condition        Report By
 DA0285  HISTORY     - 1952     MONUMENTED       CGS
 DA0285
 DA0285                          STATION DESCRIPTION
 DA0285
 DA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0285'6.4 MI SE FROM VENTANA.
 DA0285'3.75 MILES EAST ALONG A TRACK ROAD FROM THE WATER TANK AT VENTANA,
 DA0285'THENCE 2.65 MILES SOUTH ALONG A TRACK ROAD, ABOUT 0.85 MILE SOUTH OF A
 DA0285'GATE AT A FENCE LINE, ABOUT 75 YARDS SOUTHWEST OF A LARGE WASH WITH
 DA0285'PALO VERDE TREE ON EITHER SIDE, ABOUT 50 YARDS NORTHEAST OF A POINT
 DA0285'WHERE THE ROAD CROSSES A WASH BETWEEN TWO RIDGES, AT A SMALL FLAT
 DA0285'COVERED WITH MESQUITE, 40 FEET EAST OF THE CENTER LINE OF AND ABOUT
 DA0285'LEVEL WITH THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0914 ***********************************************************************
 CZ0914  DESIGNATION -  X 311
 CZ0914  PID         -  CZ0914
 CZ0914  STATE/COUNTY-  AZ/PIMA
 CZ0914  USGS QUAD   -  GAP TANK (1989)
 CZ0914
 CZ0914                         *CURRENT SURVEY CONTROL
 CZ0914  ___________________________________________________________________
 CZ0914* NAD 83(1986)-  32 22 55.     (N)    111 38 34.     (W)     SCALED    
 CZ0914* NAVD 88     -       611.44   (+/-2cm)    2006.0    (feet)  VERTCON   
 CZ0914  ___________________________________________________________________
 CZ0914  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CZ0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0914
 CZ0914.The horizontal coordinates were scaled from a topographic map and have
 CZ0914.an estimated accuracy of +/- 6 seconds.
 CZ0914
 CZ0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0914.The vertical order pertains to the NGVD 29 superseded value.
 CZ0914
 CZ0914.The geoid height was determined by GEOID03.
 CZ0914
 CZ0914;                    North         East    Units  Estimated Accuracy
 CZ0914;SPC AZ C     -   153,250.      239,130.      MT  (+/- 180 meters Scaled)
 CZ0914
 CZ0914                          SUPERSEDED SURVEY CONTROL
 CZ0914
 CZ0914  NGVD 29 (??/??/92)  610.863  (m)         2004.14   (f) ADJ UNCH    2 0
 CZ0914
 CZ0914.Superseded values are not recommended for survey control.
 CZ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0914.See file dsdata.txt to determine how the superseded data were derived.
 CZ0914
 CZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA395829(NAD 83)
 CZ0914_MARKER: DB = BENCH MARK DISK
 CZ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0914_STAMPING: X 311 1952
 CZ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0914+STABILITY: SURFACE MOTION
 CZ0914
 CZ0914  HISTORY     - Date     Condition        Report By
 CZ0914  HISTORY     - 1952     MONUMENTED       CGS
 CZ0914
 CZ0914                          STATION DESCRIPTION
 CZ0914
 CZ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0914'6.55 MI SW FROM SILVER BELL CEMETERY.
 CZ0914'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0914'THENCE 3.85 MILES SOUTHWEST ALONG A DIM TRACK ROAD, ABOUT 45 YARDS
 CZ0914'SOUTHWEST OF THE CROSSING OF A SANDY WASH, AT A SMALL BARREN SPOT, 69
 CZ0914'1/2 FEET SOUTHEAST OF A GIANT SAQUARO, 19 FEET SOUTHEAST OF THE CENTER
 CZ0914'LINE AND ABOUT LEVEL WITH THE ROAD, 2.3 FEET NORTH OF THE WITNESS
 CZ0914'POST, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0352 ***********************************************************************
 CG0352  DESIGNATION -  X 312
 CG0352  PID         -  CG0352
 CG0352  STATE/COUNTY-  AZ/PIMA
 CG0352  USGS QUAD   -  THE NARROWS (1981)
 CG0352
 CG0352                         *CURRENT SURVEY CONTROL
 CG0352  ___________________________________________________________________
 CG0352* NAD 83(1986)-  31 58 27.     (N)    110 32 29.     (W)     SCALED    
 CG0352* NAVD 88     -      1120.54   (+/-2cm)    3676.3    (feet)  VERTCON   
 CG0352  ___________________________________________________________________
 CG0352  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CG0352  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0352
 CG0352.The horizontal coordinates were scaled from a topographic map and have
 CG0352.an estimated accuracy of +/- 6 seconds.
 CG0352
 CG0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0352.The vertical order pertains to the NGVD 29 superseded value.
 CG0352
 CG0352.The geoid height was determined by GEOID03.
 CG0352
 CG0352;                    North         East    Units  Estimated Accuracy
 CG0352;SPC AZ C     -   108,830.      343,340.      MT  (+/- 180 meters Scaled)
 CG0352
 CG0352                          SUPERSEDED SURVEY CONTROL
 CG0352
 CG0352  NGVD 29 (??/??/92) 1119.769  (m)         3673.78   (f) ADJ UNCH    1 2
 CG0352
 CG0352.Superseded values are not recommended for survey control.
 CG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0352.See file dsdata.txt to determine how the superseded data were derived.
 CG0352
 CG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA433376(NAD 83)
 CG0352_MARKER: DB = BENCH MARK DISK
 CG0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0352_SP_SET: CULVERT
 CG0352_STAMPING: X 312 1952
 CG0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0352
 CG0352  HISTORY     - Date     Condition        Report By
 CG0352  HISTORY     - 1952     MONUMENTED       CGS
 CG0352
 CG0352                          STATION DESCRIPTION
 CG0352
 CG0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0352'3.1 MI SE FROM PANTANO.
 CG0352'3.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CG0352'SOUTHERN PACIFIC WATER TANK AT PANTANO, 0.3 MILE NORTHWEST OF MILEPOLE
 CG0352'1016, ABOUT 145 YARDS NORTHWEST OF BLOCK SIGNAL 10158, AT A LARGE ARCH
 CG0352'CULVERT NUMBER 1015.69, SET IN TOP OF THE SOUTHWEST CONCRETE HEADWALL,
 CG0352'25.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.0 FEET SOUTHEAST OF THE
 CG0352'NORTHWEST END OF THE HEADWALL, 0.9 FOOT NORTHEAST OF THE SOUTHWEST
 CG0352'EDGE OF THE HEADWALL, AND ABOUT 10 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0418 ***********************************************************************
 ES0418  DESIGNATION -  X 313
 ES0418  PID         -  ES0418
 ES0418  STATE/COUNTY-  AZ/YAVAPAI
 ES0418  USGS QUAD   -  DUGAS (1967)
 ES0418
 ES0418                         *CURRENT SURVEY CONTROL
 ES0418  ___________________________________________________________________
 ES0418* NAD 83(1986)-  34 19 13.     (N)    111 56 55.     (W)     SCALED    
 ES0418* NAVD 88     -      1272.70   (+/-2cm)    4175.5    (feet)  VERTCON   
 ES0418  ___________________________________________________________________
 ES0418  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 ES0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0418
 ES0418.The horizontal coordinates were scaled from a topographic map and have
 ES0418.an estimated accuracy of +/- 6 seconds.
 ES0418
 ES0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0418.The vertical order pertains to the NGVD 29 superseded value.
 ES0418
 ES0418.The geoid height was determined by GEOID03.
 ES0418
 ES0418;                    North         East    Units  Estimated Accuracy
 ES0418;SPC AZ C     -   368,180.      210,420.      MT  (+/- 180 meters Scaled)
 ES0418
 ES0418                          SUPERSEDED SURVEY CONTROL
 ES0418
 ES0418  NGVD 29 (??/??/92) 1271.982  (m)         4173.16   (f) ADJ UNCH    2 0
 ES0418
 ES0418.Superseded values are not recommended for survey control.
 ES0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0418.See file dsdata.txt to determine how the superseded data were derived.
 ES0418
 ES0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC127980(NAD 83)
 ES0418_MARKER: DB = BENCH MARK DISK
 ES0418_SETTING: 66 = SET IN ROCK OUTCROP
 ES0418_SP_SET: ROCK OUTCROP
 ES0418_STAMPING: X 313 1952
 ES0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0418+STABILITY: POSITION/ELEVATION WELL
 ES0418
 ES0418  HISTORY     - Date     Condition        Report By
 ES0418  HISTORY     - 1952     MONUMENTED       CGS
 ES0418  HISTORY     - 20090220 GOOD             GEOCAC
 ES0418
 ES0418                          STATION DESCRIPTION
 ES0418
 ES0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0418'5.1 MI S FROM DUGAS.
 ES0418'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 3.1
 ES0418'MILE SOUTH ALONG A DIM TRACK ROAD, 0.1 MILE NORTHWEST OF A GATE
 ES0418'CROSSING, AT THE CROSSING OF A DRY CREEK BED, IN THE TOP OF A SLOPING
 ES0418'7-FOOT BY 6-FOOT OUTCROP WITH WHITE PAINTED LETTERS BM, ON THE WEST
 ES0418'EDGE OF A CREEKBED, 71 FEET SOUTHWEST OF THE CENTER LINE OF AND ABOUT
 ES0418'2 FEET HIGHER THAN THE ROAD AT THE CROSSING, 18 FEET WEST OF THE
 ES0418'CENTER LINE OF THE CREEK BED, AND 1.1 FEET EAST OF THE WEST END OF AN
 ES0418'OUTCROP.
 ES0418
 ES0418                          STATION RECOVERY (2009)
 ES0418
 ES0418'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0418'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0418'THE DESCRIPTION - THE DIM TRACK ROAD IS NOW A GRADED ROAD CALLED THE
 ES0418'GREAT WESTERN TRAIL AND THE PAINTED BM IS GONE. HANDHELD COORDINATES
 ES0418'34 19 13.4 (N)   111 56 55.6 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0383 ***********************************************************************
 ES0383  DESIGNATION -  X 314
 ES0383  PID         -  ES0383
 ES0383  STATE/COUNTY-  AZ/YAVAPAI
 ES0383  USGS QUAD   -  VERDE HOT SPRINGS (1967)
 ES0383
 ES0383                         *CURRENT SURVEY CONTROL
 ES0383  ___________________________________________________________________
 ES0383* NAD 83(1986)-  34 21 33.     (N)    111 43 38.     (W)     SCALED    
 ES0383* NAVD 88     -       945.37   (+/-2cm)    3101.6    (feet)  VERTCON   
 ES0383  ___________________________________________________________________
 ES0383  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 ES0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0383
 ES0383.The horizontal coordinates were scaled from a topographic map and have
 ES0383.an estimated accuracy of +/- 6 seconds.
 ES0383
 ES0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0383.The vertical order pertains to the NGVD 29 superseded value.
 ES0383
 ES0383.The geoid height was determined by GEOID03.
 ES0383
 ES0383;                    North         East    Units  Estimated Accuracy
 ES0383;SPC AZ C     -   372,510.      230,790.      MT  (+/- 180 meters Scaled)
 ES0383
 ES0383                          SUPERSEDED SURVEY CONTROL
 ES0383
 ES0383  NGVD 29 (??/??/92)  944.656  (m)         3099.26   (f) ADJ UNCH    2 0
 ES0383
 ES0383.Superseded values are not recommended for survey control.
 ES0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0383.See file dsdata.txt to determine how the superseded data were derived.
 ES0383
 ES0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD331022(NAD 83)
 ES0383_MARKER: DB = BENCH MARK DISK
 ES0383_SETTING: 66 = SET IN ROCK OUTCROP
 ES0383_SP_SET: OUTCROP
 ES0383_STAMPING: X 314 1952
 ES0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0383+STABILITY: POSITION/ELEVATION WELL
 ES0383
 ES0383  HISTORY     - Date     Condition        Report By
 ES0383  HISTORY     - 1952     MONUMENTED       CGS
 ES0383
 ES0383                          STATION DESCRIPTION
 ES0383
 ES0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0383'1.4 MI W FROM VERDE HOT SPRINGS.
 ES0383'1.4 MILES WEST ALONG A TRAIL FROM THE VERDE HOT SPRINGS HOTEL, ABOUT
 ES0383'0.1 MILE EAST OF A SMALL KNOLL WHICH THE TRAIL PASSES SOUTH OF, ON THE
 ES0383'OUTSIDE OF A CURVE, ON THE NORTHWEST SLOPE OF A HILL, IN THE TOP OF A
 ES0383'10-FOOT BY 4-FOOT OUTCROP PROJECTING 3 FEET ABOVE THE GROUND, 25 FEET
 ES0383'SOUTHEAST OF AND ABOUT 8 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0365 ***********************************************************************
 ES0365  DESIGNATION -  X 315
 ES0365  PID         -  ES0365
 ES0365  STATE/COUNTY-  AZ/YAVAPAI
 ES0365  USGS QUAD   -  DUGAS (1967)
 ES0365
 ES0365                         *CURRENT SURVEY CONTROL
 ES0365  ___________________________________________________________________
 ES0365* NAD 83(1986)-  34 20 58.     (N)    111 54 24.     (W)     SCALED    
 ES0365* NAVD 88     -      1454.15   (+/-2cm)    4770.8    (feet)  VERTCON   
 ES0365  ___________________________________________________________________
 ES0365  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ES0365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0365
 ES0365.The horizontal coordinates were scaled from a topographic map and have
 ES0365.an estimated accuracy of +/- 6 seconds.
 ES0365
 ES0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0365.The vertical order pertains to the NGVD 29 superseded value.
 ES0365
 ES0365.The geoid height was determined by GEOID03.
 ES0365
 ES0365;                    North         East    Units  Estimated Accuracy
 ES0365;SPC AZ C     -   371,410.      214,280.      MT  (+/- 180 meters Scaled)
 ES0365
 ES0365                          SUPERSEDED SURVEY CONTROL
 ES0365
 ES0365  NGVD 29 (??/??/92) 1453.405  (m)         4768.38   (f) ADJ UNCH    2 0
 ES0365
 ES0365.Superseded values are not recommended for survey control.
 ES0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0365.See file dsdata.txt to determine how the superseded data were derived.
 ES0365
 ES0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD166012(NAD 83)
 ES0365_MARKER: DB = BENCH MARK DISK
 ES0365_SETTING: 66 = SET IN ROCK OUTCROP
 ES0365_SP_SET: BLACK OUTCROP
 ES0365_STAMPING: X 315 1952
 ES0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0365+STABILITY: POSITION/ELEVATION WELL
 ES0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0365+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0365
 ES0365  HISTORY     - Date     Condition        Report By
 ES0365  HISTORY     - 1952     MONUMENTED       CGS
 ES0365  HISTORY     - 20080925 GOOD             GEOCAC
 ES0365
 ES0365                          STATION DESCRIPTION
 ES0365
 ES0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0365'4.9 MI E FROM DUGAS.
 ES0365'4.9 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, ON THE NORTH
 ES0365'SLOPE OF A ROCKY SIDE HILL, BETWEEN A TELEPHONE LINE AND A
 ES0365'TRANSMISSION LINE, SET ON TOP OF A 5-FOOT BY 3-FOOT BLACK OUTCROP
 ES0365'PROJECTING 1 1/2 FEET, 0.4 MILE WEST OF THE JUNCTION OF A TRACK ROAD
 ES0365'LEADING NORTHEAST TO WILLOW SPRING, 195 FEET NORTH OF THE CENTER LINE
 ES0365'AND ABOUT 3 FEET LOWER THAN THE ROAD, 176 FEET NORTH OF A WITNESS
 ES0365'POST, 96.8 FEET SOUTH OF THE SOUTHEAST LEG OF STEEL, TRANSMISSION
 ES0365'TOWER NUMBER 124.
 ES0365
 ES0365                          STATION RECOVERY (2008)
 ES0365
 ES0365'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0365'RECOVERED IN GOOD CONDITION.  REFERENCED STEEL TRANSMISSION TOWER IS
 ES0365'GONE.  HANDHELD GPSR
 ES0365'INDICATED COORDINATES OF N 34 20.973' W 111 54.410'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0355 ***********************************************************************
 ES0355  DESIGNATION -  X 316
 ES0355  PID         -  ES0355
 ES0355  STATE/COUNTY-  AZ/YAVAPAI
 ES0355  USGS QUAD   -  DUGAS (1967)
 ES0355
 ES0355                         *CURRENT SURVEY CONTROL
 ES0355  ___________________________________________________________________
 ES0355* NAD 83(1986)-  34 21 27.     (N)    111 58 08.     (W)     SCALED    
 ES0355* NAVD 88     -      1278.77   (+/-2cm)    4195.4    (feet)  VERTCON   
 ES0355  ___________________________________________________________________
 ES0355  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 ES0355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0355
 ES0355.The horizontal coordinates were scaled from a topographic map and have
 ES0355.an estimated accuracy of +/- 6 seconds.
 ES0355
 ES0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0355.The vertical order pertains to the NGVD 29 superseded value.
 ES0355
 ES0355.The geoid height was determined by GEOID03.
 ES0355
 ES0355;                    North         East    Units  Estimated Accuracy
 ES0355;SPC AZ C     -   372,310.      208,560.      MT  (+/- 180 meters Scaled)
 ES0355
 ES0355                          SUPERSEDED SURVEY CONTROL
 ES0355
 ES0355  NGVD 29 (??/??/92) 1278.047  (m)         4193.06   (f) ADJ UNCH    2 0
 ES0355
 ES0355.Superseded values are not recommended for survey control.
 ES0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0355.See file dsdata.txt to determine how the superseded data were derived.
 ES0355
 ES0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD109022(NAD 83)
 ES0355_MARKER: DB = BENCH MARK DISK
 ES0355_SETTING: 66 = SET IN ROCK OUTCROP
 ES0355_SP_SET: BLACK OUTCROP
 ES0355_STAMPING: X 316 1952
 ES0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0355+STABILITY: POSITION/ELEVATION WELL
 ES0355
 ES0355  HISTORY     - Date     Condition        Report By
 ES0355  HISTORY     - 1952     MONUMENTED       CGS
 ES0355  HISTORY     - 20080925 GOOD             GEOCAC
 ES0355
 ES0355                          STATION DESCRIPTION
 ES0355
 ES0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0355'0.8 MI W FROM DUGAS RANCH.
 ES0355'0.8 MILE EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.3 MILE
 ES0355'SOUTHEAST OF A JUNCTION OF A ROAD LEADING SOUTH TO THE SYCAMORE RANGER
 ES0355'STATION, 0.2 MILE WEST OF A CATTLE GUARD ACROSS THE ROAD, AT THE
 ES0355'SUMMIT OF A ROCK COVERED RIDGE, ON TOP OF A 5-FOOT BY 3-FOOT BLACK
 ES0355'OUTCROP PROJECTING 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET
 ES0355'HIGHER THAN THE ROAD, AND 87 FEET SOUTH OF THE CENTER LINE OF THE
 ES0355'ROAD.
 ES0355
 ES0355                          STATION RECOVERY (2008)
 ES0355
 ES0355'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0355'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0355'34 21.447' W 111
 ES0355'58.134'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0077 ***********************************************************************
 CZ0077  DESIGNATION -  X 317
 CZ0077  PID         -  CZ0077
 CZ0077  STATE/COUNTY-  AZ/PIMA
 CZ0077  USGS QUAD   -  TUCSON EAST (1992)
 CZ0077
 CZ0077                         *CURRENT SURVEY CONTROL
 CZ0077  ___________________________________________________________________
 CZ0077* NAD 83(1986)-  32 09 41.     (N)    110 52 08.     (W)     SCALED    
 CZ0077* NAVD 88     -       818.46   (+/-2cm)    2685.2    (feet)  VERTCON   
 CZ0077  ___________________________________________________________________
 CZ0077  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CZ0077  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0077
 CZ0077.The horizontal coordinates were scaled from a topographic map and have
 CZ0077.an estimated accuracy of +/- 6 seconds.
 CZ0077
 CZ0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0077.The vertical order pertains to the NGVD 29 superseded value.
 CZ0077
 CZ0077.The geoid height was determined by GEOID03.
 CZ0077
 CZ0077;                    North         East    Units  Estimated Accuracy
 CZ0077;SPC AZ C     -   129,240.      312,190.      MT  (+/- 180 meters Scaled)
 CZ0077
 CZ0077                          SUPERSEDED SURVEY CONTROL
 CZ0077
 CZ0077  NGVD 29 (??/??/92)  817.833  (m)         2683.17   (f) ADJ UNCH    1 2
 CZ0077
 CZ0077.Superseded values are not recommended for survey control.
 CZ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0077.See file dsdata.txt to determine how the superseded data were derived.
 CZ0077
 CZ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA123583(NAD 83)
 CZ0077_MARKER: DB = BENCH MARK DISK
 CZ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0077_STAMPING: X 317 1952
 CZ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0077+STABILITY: SURFACE MOTION
 CZ0077
 CZ0077  HISTORY     - Date     Condition        Report By
 CZ0077  HISTORY     - 1952     MONUMENTED       CGS
 CZ0077
 CZ0077                          STATION DESCRIPTION
 CZ0077
 CZ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0077'0.5 MI SE FROM WILMOT.
 CZ0077'0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0077'THE STATION SIGN AT WILMOT, 0.2 MILE NORTHWEST OF SIGNAL NO.991.2, 155
 CZ0077'FEET SOUTH OF AND ACROSS THE TRACKS FROM MILEPOST 991, 100 FEET
 CZ0077'SOUTHWEST OF THE SOUTHWEST RAIL, 1.9 FEET SOUTHWEST OF A FENCE, 3.1
 CZ0077'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACKS, AND
 CZ0077'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ0077'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0285 ***********************************************************************
 ET0285  DESIGNATION -  X 318
 ET0285  PID         -  ET0285
 ET0285  STATE/COUNTY-  AZ/YAVAPAI
 ET0285  USGS QUAD   -  CLEATOR (1974)
 ET0285
 ET0285                         *CURRENT SURVEY CONTROL
 ET0285  ___________________________________________________________________
 ET0285* NAD 83(1986)-  34 18 16.     (N)    112 09 48.     (W)     SCALED    
 ET0285* NAVD 88     -      1157.15   (+/-2cm)    3796.4    (feet)  VERTCON   
 ET0285  ___________________________________________________________________
 ET0285  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 ET0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0285
 ET0285.The horizontal coordinates were scaled from a topographic map and have
 ET0285.an estimated accuracy of +/- 6 seconds.
 ET0285
 ET0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0285.The vertical order pertains to the NGVD 29 superseded value.
 ET0285
 ET0285.The geoid height was determined by GEOID03.
 ET0285
 ET0285;                    North         East    Units  Estimated Accuracy
 ET0285;SPC AZ C     -   366,450.      190,660.      MT  (+/- 180 meters Scaled)
 ET0285
 ET0285                          SUPERSEDED SURVEY CONTROL
 ET0285
 ET0285  NGVD 29 (??/??/92) 1156.450  (m)         3794.12   (f) ADJ UNCH    2 0
 ET0285
 ET0285.Superseded values are not recommended for survey control.
 ET0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0285.See file dsdata.txt to determine how the superseded data were derived.
 ET0285
 ET0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929965(NAD 83)
 ET0285_MARKER: DB = BENCH MARK DISK
 ET0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0285_STAMPING: X 318 1952
 ET0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0285+STABILITY: SURFACE MOTION
 ET0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0285+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0285
 ET0285  HISTORY     - Date     Condition        Report By
 ET0285  HISTORY     - 1952     MONUMENTED       CGS
 ET0285  HISTORY     - 20080709 GOOD             GEOCAC
 ET0285  HISTORY     - 20080817 GOOD             GEOCAC
 ET0285
 ET0285                          STATION DESCRIPTION
 ET0285
 ET0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0285'0.2 MI E FROM CORDES.
 ET0285'0.2 MILE EAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0285'CORDES, AT THE CORDES AIRPORT, 309 FEET NORTH OF THE CENTER LINE OF
 ET0285'THE BLOODY BASIN ROAD, 89 FEET EAST OF THE APPROXIMATE CENTER OF THE
 ET0285'NORTH-SOUTH RUNWAY, 3.3 FEET NORTH OF A WITNESS POST, 3.0 FEET SOUTH
 ET0285'OF THE WINDSOCK POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0285'0.4 FOOT ABOVE THE GROUND.
 ET0285
 ET0285                          STATION RECOVERY (2008)
 ET0285
 ET0285'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0285'RECOVERED IN GOOD CONDITION. THE WINDSOCK POLE IS NO LONGER STANDING,
 ET0285'BUT IS LYING ON THE
 ET0285'GROUND NEAR THE MARK. HANDHELD GPSR INDICATED COORDINATES OF N 34
 ET0285'18.282 W 112 09.805.
 ET0285
 ET0285                          STATION RECOVERY (2008)
 ET0285
 ET0285'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0285'RECOVERED IN GOOD CONDITION, AND AS DESCRIBED WITH THE EXCEPTION THAT
 ET0285'THE OLD WINDSOCK POLE HAS FALLEN OVER. A NEW POLE HAS BEEN ERECTED
 ET0285'ABOUT 75 FEET TO THE SOUTH . GPS (HH2) CO-ORDINATES N34 18.282' W112
 ET0285'09.806'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0582 ***********************************************************************
 DA0582  DESIGNATION -  X 319
 DA0582  PID         -  DA0582
 DA0582  STATE/COUNTY-  AZ/MARICOPA
 DA0582  USGS QUAD   -  SMURR (1973)
 DA0582
 DA0582                         *CURRENT SURVEY CONTROL
 DA0582  ___________________________________________________________________
 DA0582* NAD 83(1986)-  32 55 51.     (N)    112 48 19.     (W)     SCALED    
 DA0582* NAVD 88     -       223.72   (+/-2cm)     734.0    (feet)  VERTCON   
 DA0582  ___________________________________________________________________
 DA0582  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DA0582  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0582
 DA0582.The horizontal coordinates were scaled from a topographic map and have
 DA0582.an estimated accuracy of +/- 6 seconds.
 DA0582
 DA0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0582.The vertical order pertains to the NGVD 29 superseded value.
 DA0582
 DA0582.The geoid height was determined by GEOID03.
 DA0582
 DA0582;                    North         East    Units  Estimated Accuracy
 DA0582;SPC AZ C     -   214,430.      130,260.      MT  (+/- 180 meters Scaled)
 DA0582
 DA0582                          SUPERSEDED SURVEY CONTROL
 DA0582
 DA0582  NGVD 29 (??/??/92)  223.146  (m)          732.10   (f) ADJ UNCH    1 2
 DA0582
 DA0582.Superseded values are not recommended for survey control.
 DA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0582.See file dsdata.txt to determine how the superseded data were derived.
 DA0582
 DA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB312450(NAD 83)
 DA0582_MARKER: DB = BENCH MARK DISK
 DA0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0582_STAMPING: X 319 1952
 DA0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0582+STABILITY: SURFACE MOTION
 DA0582
 DA0582  HISTORY     - Date     Condition        Report By
 DA0582  HISTORY     - 1952     MONUMENTED       CGS
 DA0582  HISTORY     - 1960     GOOD             NGS
 DA0582  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0582  HISTORY     - 1980     MARK NOT FOUND   NGS
 DA0582
 DA0582                          STATION DESCRIPTION
 DA0582
 DA0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0582'5.2 MI W FROM GILA BEND.
 DA0582'5.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0582'AT GILA BEND, 110 FEET SOUTH OF THE CENTERLINE OF ABANDONED U.S.
 DA0582'HIGHWAY 80, 59 FEET SOUTH OF A FENCE, 38 FEET NORTH OF THE NORTH RAIL,
 DA0582'3.2 FEET EAST OF A TELEPHONE POLE, 1.7 FEET WEST OF A WHITE WOODEN
 DA0582'WITNESS POST, SET IN A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS
 DA0582'MARK IS ALSO 0.1 MILE WEST OF THE SECTION HOUSE AT SMURR.
 DA0582
 DA0582                          STATION RECOVERY (1980)
 DA0582
 DA0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0582'SEARCHED FOR BUT NOT RECOVERED. NOTE-GRADING IN THE AREA DESCRIBED,
 DA0582'MARK BELIEVED DESTROYED.
 DA0582
 DA0582                          STATION RECOVERY (1980)
 DA0582
 DA0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0582'SEARCHED FOR BUT NOT RECOVERED. NOTE-GRADING IN THE AREA DESCRIBED,
 DA0582'MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0130 ***********************************************************************
 GO0130  DESIGNATION -  X 32
 GO0130  PID         -  GO0130
 GO0130  STATE/COUNTY-  AZ/APACHE
 GO0130  USGS QUAD   -  CHINLE (1982)
 GO0130
 GO0130                         *CURRENT SURVEY CONTROL
 GO0130  ___________________________________________________________________
 GO0130* NAD 83(1986)-  36 12 06.     (N)    109 35 48.     (W)     SCALED    
 GO0130* NAVD 88     -      1658.161  (meters)    5440.15   (feet)  ADJUSTED  
 GO0130  ___________________________________________________________________
 GO0130  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GO0130  DYNAMIC HT  -        1656.093 (meters)    5433.37  (feet)  COMP
 GO0130  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 GO0130
 GO0130  VERT ORDER  -  FIRST     CLASS II
 GO0130
 GO0130.The horizontal coordinates were scaled from a topographic map and have
 GO0130.an estimated accuracy of +/- 6 seconds.
 GO0130
 GO0130.The orthometric height was determined by differential leveling
 GO0130.and adjusted in June 1991.
 GO0130
 GO0130.The geoid height was determined by GEOID03.
 GO0130
 GO0130.The dynamic height is computed by dividing the NAVD 88
 GO0130.geopotential number by the normal gravity value computed on the
 GO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0130.degrees latitude (g = 980.6199 gals.).
 GO0130
 GO0130.The modeled gravity was interpolated from observed gravity values.
 GO0130
 GO0130;                    North         East    Units  Estimated Accuracy
 GO0130;SPC AZ E     -   577,040.      264,620.      MT  (+/- 180 meters Scaled)
 GO0130
 GO0130                          SUPERSEDED SURVEY CONTROL
 GO0130
 GO0130  NGVD 29 (??/??/92) 1657.296  (m)         5437.31   (f) ADJ UNCH    1 2
 GO0130
 GO0130.Superseded values are not recommended for survey control.
 GO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0130.See file dsdata.txt to determine how the superseded data were derived.
 GO0130
 GO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF261072(NAD 83)
 GO0130_MARKER: DB = BENCH MARK DISK
 GO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0130_STAMPING: X 32 1933
 GO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0130+STABILITY: SURFACE MOTION
 GO0130
 GO0130  HISTORY     - Date     Condition        Report By
 GO0130  HISTORY     - 1933     MONUMENTED       CGS
 GO0130  HISTORY     - 1955     MARK NOT FOUND   USGS
 GO0130
 GO0130                          STATION DESCRIPTION
 GO0130
 GO0130'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0130'4.9 MI NW FROM CHIN LEE.
 GO0130'4.9 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0130'ROAD, 0.2 MILE SOUTHEAST OF A SMALL WOODEN BRIDGE OVER A WASH, AT A
 GO0130'ROAD JUNCTION, SET IN A POST 200 FEET SOUTHEAST OF THE JUNCTION AND 38
 GO0130'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 38 FEET SOUTHWEST OF THE
 GO0130'CENTERLINE OF THE ROAD RUNNING EAST, LEVEL WITH THE ROADS, AND 6
 GO0130'INCHES ABOVE THE GROUND.  A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DE8618 ***********************************************************************
 DE8618  DESIGNATION -  X 320 RESET
 DE8618  PID         -  DE8618
 DE8618  STATE/COUNTY-  AZ/MARICOPA
 DE8618  USGS QUAD   -  SENTINEL (1986)
 DE8618
 DE8618                         *CURRENT SURVEY CONTROL
 DE8618  ___________________________________________________________________
 DE8618* NAD 83(1986)-  32 51 27.     (N)    113 12 55.     (W)     SCALED    
 DE8618* NAVD 88     -       210.47   (meters)     690.5    (feet)  RESET     
 DE8618  ___________________________________________________________________
 DE8618  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE8618  VERT ORDER  -  THIRD
 DE8618
 DE8618.The horizontal coordinates were scaled from a topographic map and have
 DE8618.an estimated accuracy of +/- 6 seconds.
 DE8618
 DE8618.The orthometric height was computed from unverified reset data.
 DE8618.No vertical observational check was made to the station.
 DE8618
 DE8618.The geoid height was determined by GEOID03.
 DE8618
 DE8618;                    North         East    Units  Estimated Accuracy
 DE8618;SPC AZ C     -   206,700.       91,810.      MT  (+/- 180 meters Scaled)
 DE8618
 DE8618                          SUPERSEDED SURVEY CONTROL
 DE8618
 DE8618.No superseded survey control is available for this station.
 DE8618
 DE8618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB927376(NAD 83)
 DE8618_MARKER: DV = VERTICAL CONTROL DISK
 DE8618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8618_STAMPING: X 320 RESET 2002
 DE8618_MARK LOGO: NGS   
 DE8618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8618+STABILITY: SURFACE MOTION
 DE8618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8618+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 DE8618
 DE8618  HISTORY     - Date     Condition        Report By
 DE8618  HISTORY     - 2002     MONUMENTED       NGS
 DE8618  HISTORY     - 20060128 GOOD             USPSQD
 DE8618  HISTORY     - 20060128 GOOD             USPSQD
 DE8618
 DE8618                          STATION DESCRIPTION
 DE8618
 DE8618'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JGS)
 DE8618'TO REACH THE STATION GO 0.2 KM (0.10 MI) SOUTHWEST ALONG THE SOUTHERN
 DE8618'PACIFIC RAILROAD FROM THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS
 DE8618'IN SENTINEL, 37.80 METERS (124.02 FT) NORTHWEST OF THE NORTHWEST RAIL
 DE8618'OF THE TRACKS, 100.1 METERS, (328.4 FT) NORTHEAST OF RAILROAD MILEPOST
 DE8618'826, 1.80 METERS (5.91 FT) SOUTHEAST OF THE SOUTHEAST HIGHWAY
 DE8618'RIGHT-OF-WAY FENCE, THE MARK IS 0.3 METERS (1.0 FT) EAST OF A WHITE
 DE8618'CARSONITE POST WITH A SURVEY MARKER SIGN.  THE MARK IS 0.6 M (2.0 FT)
 DE8618'BELOW THE TRACKS.
 DE8618
 DE8618                          STATION RECOVERY (2006)
 DE8618
 DE8618'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DE8618'RECOVERED AS DESCRIBED.
 DE8618
 DE8618                          STATION RECOVERY (2006)
 DE8618
 DE8618'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DE8618'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0836 ***********************************************************************
 DV0836  DESIGNATION -  X 321
 DV0836  PID         -  DV0836
 DV0836  STATE/COUNTY-  AZ/MARICOPA
 DV0836  USGS QUAD   -  VALENCIA (1982)
 DV0836
 DV0836                         *CURRENT SURVEY CONTROL
 DV0836  ___________________________________________________________________
 DV0836* NAD 83(1986)-  33 22 39.     (N)    112 35 48.     (W)     SCALED    
 DV0836* NAVD 88     -       271.415  (meters)     890.47   (feet)  ADJUSTED  
 DV0836  ___________________________________________________________________
 DV0836  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DV0836  DYNAMIC HT  -         271.105 (meters)     889.45  (feet)  COMP
 DV0836  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 DV0836
 DV0836  VERT ORDER  -  FIRST     CLASS II
 DV0836
 DV0836.The horizontal coordinates were scaled from a topographic map and have
 DV0836.an estimated accuracy of +/- 6 seconds.
 DV0836
 DV0836.The orthometric height was determined by differential leveling
 DV0836.and adjusted in November 1993.
 DV0836
 DV0836.The geoid height was determined by GEOID03.
 DV0836
 DV0836.The dynamic height is computed by dividing the NAVD 88
 DV0836.geopotential number by the normal gravity value computed on the
 DV0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0836.degrees latitude (g = 980.6199 gals.).
 DV0836
 DV0836.The modeled gravity was interpolated from observed gravity values.
 DV0836
 DV0836;                    North         East    Units  Estimated Accuracy
 DV0836;SPC AZ C     -   263,820.      150,090.      MT  (+/- 180 meters Scaled)
 DV0836
 DV0836                          SUPERSEDED SURVEY CONTROL
 DV0836
 DV0836  NGVD 29 (??/??/92)  270.774  (m)          888.36   (f) ADJ UNCH    1 2
 DV0836
 DV0836.Superseded values are not recommended for survey control.
 DV0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0836.See file dsdata.txt to determine how the superseded data were derived.
 DV0836
 DV0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB514942(NAD 83)
 DV0836_MARKER: DB = BENCH MARK DISK
 DV0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0836_SP_SET: CONCRETE POST
 DV0836_STAMPING: X 321 1952
 DV0836_MARK LOGO: CGS   
 DV0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0836+STABILITY: SURFACE MOTION
 DV0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0836+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2007
 DV0836
 DV0836  HISTORY     - Date     Condition        Report By
 DV0836  HISTORY     - 1952     MONUMENTED       CGS
 DV0836  HISTORY     - 1962     GOOD             NGS
 DV0836  HISTORY     - 19920316 GOOD             NGS
 DV0836  HISTORY     - 20070417 GOOD             GEOCAC
 DV0836
 DV0836                          STATION DESCRIPTION
 DV0836
 DV0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0836'0.8 MI W FROM BUCKEYE.
 DV0836'0.8 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0836'STATION AT BUCKEYE, 96 FEET SOUTH OF A DIRT ROAD, 30.1 FEET NORTH OF
 DV0836'THE NORTH RAIL, 2 FEET WEST OF MILEPOST 875, 1.7 FEET EAST OF A
 DV0836'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 DV0836'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0836
 DV0836                          STATION RECOVERY (1962)
 DV0836
 DV0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0836'RECOVERED IN GOOD CONDITION.
 DV0836
 DV0836                          STATION RECOVERY (1992)
 DV0836
 DV0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0836'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0836'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0836'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 0.5 KM
 DV0836'(0.30 MI) EASTERLY ALONG WEST BASELINE ROAD, 30.3 M (99.4 FT) SOUTH
 DV0836'OF THE ROAD CENTERLINE, 9.3 M (30.5 FT) NORTH OF THE NEAR RAIL OF THE
 DV0836'SOUTHERN PACIFIC RAILROAD, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 DV0836'TRACK, 0.6 M (2.0 FT) WEST OF RAILROAD MILE POST 875, 0.3 M (1.0 FT)
 DV0836'EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 DV0836'BELOW THE GROUND SURFACE.
 DV0836
 DV0836                          STATION RECOVERY (2007)
 DV0836
 DV0836'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1062 ***********************************************************************
 DA1062  DESIGNATION -  X 322
 DA1062  PID         -  DA1062
 DA1062  STATE/COUNTY-  AZ/YUMA
 DA1062  USGS QUAD   -  TACNA (1982)
 DA1062
 DA1062                         *CURRENT SURVEY CONTROL
 DA1062  ___________________________________________________________________
 DA1062* NAD 83(1986)-  32 41 47.     (N)    113 53 17.     (W)     SCALED    
 DA1062* NAVD 88     -       103.41   (+/-2cm)     339.3    (feet)  VERTCON   
 DA1062  ___________________________________________________________________
 DA1062  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DA1062  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1062
 DA1062.The horizontal coordinates were scaled from a topographic map and have
 DA1062.an estimated accuracy of +/- 6 seconds.
 DA1062
 DA1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1062.The vertical order pertains to the NGVD 29 superseded value.
 DA1062
 DA1062.The geoid height was determined by GEOID03.
 DA1062
 DA1062;                    North         East    Units  Estimated Accuracy
 DA1062;SPC AZ W     -   188,100.      200,420.      MT  (+/- 180 meters Scaled)
 DA1062
 DA1062                          SUPERSEDED SURVEY CONTROL
 DA1062
 DA1062  NGVD 29 (??/??/92)  102.723  (m)          337.02   (f) ADJ UNCH    1 2
 DA1062
 DA1062.Superseded values are not recommended for survey control.
 DA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1062.See file dsdata.txt to determine how the superseded data were derived.
 DA1062
 DA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB292213(NAD 83)
 DA1062_MARKER: DB = BENCH MARK DISK
 DA1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1062_STAMPING: X 322 1952
 DA1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1062+STABILITY: SURFACE MOTION
 DA1062
 DA1062  HISTORY     - Date     Condition        Report By
 DA1062  HISTORY     - 1952     MONUMENTED       CGS
 DA1062
 DA1062                          STATION DESCRIPTION
 DA1062
 DA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1062'14.8 MI E FROM WELLTON.
 DA1062'14.8 MILES EAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1062'PACIFIC COMPANY WATER TANK AT WELLTON, THENCE 0.6 MILE SOUTH ALONG A
 DA1062'GRADED RAOD, AT THE ENTRANCE TO THE COLFRED AIR FIELD, AT THE
 DA1062'SOUTHWEST CORNER OF THE TAXI STRIP, 33 FEET WEST OF WHERE THE ROAD
 DA1062'GOES ONTO THE TAXI STRIP, 24 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DA1062'TAXI STRIP, 1.9 FEET EAST OF A WITNESS POST, LEVEL WITH THE GROUND,
 DA1062'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ALSO 7.9
 DA1062'MILES WEST OF MOHAWK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0188 ***********************************************************************
 DU0188  DESIGNATION -  X 323
 DU0188  PID         -  DU0188
 DU0188  STATE/COUNTY-  AZ/GRAHAM
 DU0188  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0188
 DU0188                         *CURRENT SURVEY CONTROL
 DU0188  ___________________________________________________________________
 DU0188* NAD 83(1986)-  33 17 16.     (N)    110 05 10.     (W)     SCALED    
 DU0188* NAVD 88     -      1410.348  (meters)    4627.12   (feet)  ADJUSTED  
 DU0188  ___________________________________________________________________
 DU0188  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DU0188  DYNAMIC HT  -        1408.307 (meters)    4620.42  (feet)  COMP
 DU0188  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 DU0188
 DU0188  VERT ORDER  -  SECOND    CLASS 0
 DU0188
 DU0188.The horizontal coordinates were scaled from a topographic map and have
 DU0188.an estimated accuracy of +/- 6 seconds.
 DU0188
 DU0188.The orthometric height was determined by differential leveling
 DU0188.and adjusted in June 1991.
 DU0188
 DU0188.The geoid height was determined by GEOID03.
 DU0188
 DU0188.The dynamic height is computed by dividing the NAVD 88
 DU0188.geopotential number by the normal gravity value computed on the
 DU0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0188.degrees latitude (g = 980.6199 gals.).
 DU0188
 DU0188.The modeled gravity was interpolated from observed gravity values.
 DU0188
 DU0188;                    North         East    Units  Estimated Accuracy
 DU0188;SPC AZ E     -   253,670.      220,860.      MT  (+/- 180 meters Scaled)
 DU0188
 DU0188                          SUPERSEDED SURVEY CONTROL
 DU0188
 DU0188  NGVD 29 (??/??/92) 1409.662  (m)         4624.87   (f) ADJ UNCH    2 0
 DU0188
 DU0188.Superseded values are not recommended for survey control.
 DU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0188.See file dsdata.txt to determine how the superseded data were derived.
 DU0188
 DU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB850835(NAD 83)
 DU0188_MARKER: DB = BENCH MARK DISK
 DU0188_SETTING: 80 = SET IN A BOULDER
 DU0188_SP_SET: BOULDER
 DU0188_STAMPING: X 325 1952
 DU0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0188+STABILITY: SURFACE MOTION
 DU0188
 DU0188  HISTORY     - Date     Condition        Report By
 DU0188  HISTORY     - 1952     MONUMENTED       CGS
 DU0188
 DU0188                          STATION DESCRIPTION
 DU0188
 DU0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0188'9.0 MI SW FROM CALVA.
 DU0188'1.2 MILES WEST ALONG THE ASH CREEK - SAN CARLOS ROAD FROM ASH CREEK
 DU0188'RANCH, THENCE 1.2 MILES SOUTHEAST ALONG THE ARSENIC TUBS ROAD, THENCE
 DU0188'6.6 MILES SOUTHWEST ALONG THE ASH CREEK - CALVA ROAD, 10.2 MILES
 DU0188'NORTHEAST OF CALVA, 0.2 MILE SOUTHWEST OF A HORSESHOE CURVE, 0.1 MILE
 DU0188'NORTHWEST OF YELLOW JACKET RESERVOIR, 18 1/2 FEET SOUTHWEST OF THE
 DU0188'CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN
 DU0188'THE TOP OF AN EMBEDDED BOULDER PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0023 ***********************************************************************
 CG0023  DESIGNATION -  X 325
 CG0023  PID         -  CG0023
 CG0023  STATE/COUNTY-  AZ/COCHISE
 CG0023  USGS QUAD   -  BENSON (1983)
 CG0023
 CG0023                         *CURRENT SURVEY CONTROL
 CG0023  ___________________________________________________________________
 CG0023* NAD 83(1986)-  31 57 51.     (N)    110 16 06.     (W)     SCALED    
 CG0023* NAVD 88     -      1085.495  (meters)    3561.33   (feet)  ADJUSTED  
 CG0023  ___________________________________________________________________
 CG0023  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0023  DYNAMIC HT  -        1083.886 (meters)    3556.05  (feet)  COMP
 CG0023  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 CG0023  OBS GRAVITY -     979,118.5   (mgal)                       GRAV_OBS
 CG0023
 CG0023  VERT ORDER  -  FIRST     CLASS II
 CG0023
 CG0023.The horizontal coordinates were scaled from a topographic map and have
 CG0023.an estimated accuracy of +/- 6 seconds.
 CG0023
 CG0023.The orthometric height was determined by differential leveling
 CG0023.and adjusted in June 1991.
 CG0023
 CG0023.The geoid height was determined by GEOID03.
 CG0023
 CG0023.The dynamic height is computed by dividing the NAVD 88
 CG0023.geopotential number by the normal gravity value computed on the
 CG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0023.degrees latitude (g = 980.6199 gals.).
 CG0023
 CG0023.The modeled gravity was interpolated from observed gravity values.
 CG0023.The observed gravity was obtained from relative gravimeter ties
 CG0023.to the IGSN71 gravity network.
 CG0023
 CG0023;                    North         East    Units  Estimated Accuracy
 CG0023;SPC AZ E     -   106,900.      203,750.      MT  (+/- 180 meters Scaled)
 CG0023
 CG0023                          SUPERSEDED SURVEY CONTROL
 CG0023
 CG0023  NGVD 29 (??/??/92) 1084.711  (m)         3558.76   (f) ADJ UNCH    1 2
 CG0023
 CG0023.Superseded values are not recommended for survey control.
 CG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0023.See file dsdata.txt to determine how the superseded data were derived.
 CG0023
 CG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA691366(NAD 83)
 CG0023_MARKER: DB = BENCH MARK DISK
 CG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0023_STAMPING: X 325 1952
 CG0023_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0023+STABILITY: SURFACE MOTION
 CG0023
 CG0023  HISTORY     - Date     Condition        Report By
 CG0023  HISTORY     - 1952     MONUMENTED       CGS
 CG0023  HISTORY     - 1960     GOOD             NGS
 CG0023  HISTORY     - 1979     GOOD             NGS
 CG0023
 CG0023                          STATION DESCRIPTION
 CG0023
 CG0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0023'1.6 MI E FROM BENSON.
 CG0023'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0023'STATION AT BENSON, 0.3 MILE EAST OF MILEPOLE NUMBER 1034, AT THE
 CG0023'ENTRANCE OF THE BENSON AIRPORT, 139 1/2 FEET SOUTHWEST OF SEMAPHORE
 CG0023'NUMBER 1034.4, 101 1/2 FEET SOUTH OF THE SOUTH RAIL, 85.0 FEET
 CG0023'NORTHEAST OF THE CENTER LINE OF THE GATE, 32.0 FEET NORTH OF THE
 CG0023'CENTER LINE OF A GRADED ROAD, 2.8 FEET SOUTH OF A FENCE, 2.0 FEET WEST
 CG0023'OF A WIRE POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CG0023'FOOT ABOVE THE GROUND.
 CG0023
 CG0023                          STATION RECOVERY (1960)
 CG0023
 CG0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0023'RECOVERED IN GOOD CONDITION.
 CG0023
 CG0023                          STATION RECOVERY (1979)
 CG0023
 CG0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CG0023'2.1 KILOMETERS (1.6 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CG0023'FROM THE INTERSTATE HIGHWAY 10 BUSINESS LOOP UNDERPASS AT BENSON, AT
 CG0023'THE ENTRANCE TO THE BENSON AIRPORT, ALSO 4.0 KILOMETERS (2.5 MILES)
 CG0023'EAST OF THE OCOTILLO STREET UNDERPASS, 0.5 KILOMETERS (0.3 MILE) EAST
 CG0023'OF MILE POST 1034, 30.4 METERS (101 FEET) SOUTH OF THE SOUTH RAIL,
 CG0023'43.5 METERS (142.5 FEET) EAST OF THE CENTERLINE OF A GRAVELLED ROAD
 CG0023'LEADING SOUTH, 23.5 METERS (77 FEET) NORTHEAST OF THE CENTER OF A
 CG0023'WIRE GATE ACROSS THE AIRPORT ENTRANCE ROAD, 7.8 METERS (25.5 FEET)
 CG0023'NORTH OF THE CENTERLINE OF THE AIRPORT ENTRANCE ROAD AND 0.8 METER
 CG0023'(2.7 FEET) SOUTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.
 CG0023'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 CG0023'THE MARK IS 1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0314 ***********************************************************************
 FP0314  DESIGNATION -  X 33
 FP0314  PID         -  FP0314
 FP0314  STATE/COUNTY-  AZ/APACHE
 FP0314  USGS QUAD   -  GANADO MESA (1972)
 FP0314
 FP0314                         *CURRENT SURVEY CONTROL
 FP0314  ___________________________________________________________________
 FP0314* NAD 83(1986)-  35 45 40.     (N)    109 37 28.     (W)     SCALED    
 FP0314* NAVD 88     -      1927.321  (meters)    6323.22   (feet)  ADJUSTED  
 FP0314  ___________________________________________________________________
 FP0314  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FP0314  DYNAMIC HT  -        1924.755 (meters)    6314.80  (feet)  COMP
 FP0314  MODELED GRAV-     979,232.3   (mgal)                       NAVD 88
 FP0314
 FP0314  VERT ORDER  -  FIRST     CLASS II
 FP0314
 FP0314.The horizontal coordinates were scaled from a topographic map and have
 FP0314.an estimated accuracy of +/- 6 seconds.
 FP0314
 FP0314.The orthometric height was determined by differential leveling
 FP0314.and adjusted in June 1991.
 FP0314
 FP0314.The geoid height was determined by GEOID03.
 FP0314
 FP0314.The dynamic height is computed by dividing the NAVD 88
 FP0314.geopotential number by the normal gravity value computed on the
 FP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0314.degrees latitude (g = 980.6199 gals.).
 FP0314
 FP0314.The modeled gravity was interpolated from observed gravity values.
 FP0314
 FP0314;                    North         East    Units  Estimated Accuracy
 FP0314;SPC AZ E     -   528,150.      262,390.      MT  (+/- 180 meters Scaled)
 FP0314
 FP0314                          SUPERSEDED SURVEY CONTROL
 FP0314
 FP0314  NGVD 29 (??/??/92) 1926.397  (m)         6320.19   (f) ADJ UNCH    1 2
 FP0314
 FP0314.Superseded values are not recommended for survey control.
 FP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0314.See file dsdata.txt to determine how the superseded data were derived.
 FP0314
 FP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE243583(NAD 83)
 FP0314_MARKER: DB = BENCH MARK DISK
 FP0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0314_STAMPING: 6320.187 X 33 1933
 FP0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0314+STABILITY: SURFACE MOTION
 FP0314
 FP0314  HISTORY     - Date     Condition        Report By
 FP0314  HISTORY     - 1933     MONUMENTED       CGS
 FP0314  HISTORY     - 1972     GOOD             USGS
 FP0314
 FP0314                          STATION DESCRIPTION
 FP0314
 FP0314'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0314'6.15 MI NW FROM GANADO.
 FP0314'GANADO, 5.7 MI. WEST ALONG STATE HWY. 264 FROM SAGE MEMORIAL HOSPITAL
 FP0314'TO A RD. NORTH TO CHINLE, THENCE 0.45 MI. NORTH TO MILE POST NO. 44.
 FP0314'130 FT. S.E. OF STATE HWY. 63 AT A 24 IN. CORRUGATED METAL PIPE
 FP0314'CULVERT.  JUST EAST OF MILE POST 44.  CRUMBLING CONCRETE POST
 FP0314'PROJECTING 0.4 FT.  A STANDARD U.S.C. AND G.S. TABLET STAMPED 6320.187
 FP0314'X 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0282 ***********************************************************************
 CY0282  DESIGNATION -  X 330
 CY0282  PID         -  CY0282
 CY0282  STATE/COUNTY-  AZ/COCHISE
 CY0282  USGS QUAD   -  BOWIE (1974)
 CY0282
 CY0282                         *CURRENT SURVEY CONTROL
 CY0282  ___________________________________________________________________
 CY0282* NAD 83(1986)-  32 19 28.     (N)    109 28 12.     (W)     SCALED    
 CY0282* NAVD 88     -      1137.126  (meters)    3730.72   (feet)  ADJUSTED  
 CY0282  ___________________________________________________________________
 CY0282  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0282  DYNAMIC HT  -        1135.450 (meters)    3725.22  (feet)  COMP
 CY0282  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 CY0282
 CY0282  VERT ORDER  -  FIRST     CLASS II
 CY0282
 CY0282.The horizontal coordinates were scaled from a topographic map and have
 CY0282.an estimated accuracy of +/- 6 seconds.
 CY0282
 CY0282.The orthometric height was determined by differential leveling
 CY0282.and adjusted in June 1991.
 CY0282
 CY0282.The geoid height was determined by GEOID03.
 CY0282
 CY0282.The dynamic height is computed by dividing the NAVD 88
 CY0282.geopotential number by the normal gravity value computed on the
 CY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0282.degrees latitude (g = 980.6199 gals.).
 CY0282
 CY0282.The modeled gravity was interpolated from observed gravity values.
 CY0282
 CY0282;                    North         East    Units  Estimated Accuracy
 CY0282;SPC AZ E     -   147,050.      278,950.      MT  (+/- 180 meters Scaled)
 CY0282
 CY0282                          SUPERSEDED SURVEY CONTROL
 CY0282
 CY0282  NGVD 29 (??/??/92) 1137.169  (m)         3730.86   (f) ADJ UNCH    1 2
 CY0282
 CY0282.Superseded values are not recommended for survey control.
 CY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0282.See file dsdata.txt to determine how the superseded data were derived.
 CY0282
 CY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA440774(NAD 83)
 CY0282_MARKER: DB = BENCH MARK DISK
 CY0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0282_STAMPING: X 330 1953
 CY0282_PROJECTION: PROJECTING 20 CENTIMETERS
 CY0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0282+STABILITY: SURFACE MOTION
 CY0282
 CY0282  HISTORY     - Date     Condition        Report By
 CY0282  HISTORY     - 1953     MONUMENTED       CGS
 CY0282  HISTORY     - 1960     GOOD             NGS
 CY0282  HISTORY     - 1979     GOOD             NGS
 CY0282
 CY0282                          STATION DESCRIPTION
 CY0282
 CY0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0282'1.0 MI E FROM BOWIE.
 CY0282'1.0 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0282'BOWIE, 110.4 FEET SOUTH OF THE SOUTH RAIL, 99 FEET NORTH OF THE CENTER
 CY0282'LINE OF STATE HIGHWAY 86, 1.4 FEET SOUTH OF A FENCE.  3 FEET EAST OF A
 CY0282'WITNESS POST, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 CY0282'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CY0282
 CY0282                          STATION RECOVERY (1960)
 CY0282
 CY0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0282'RECOVERED IN GOOD CONDITION.
 CY0282
 CY0282                          STATION RECOVERY (1979)
 CY0282
 CY0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0282'1.6 KILOMETERS (1.0 MILE) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0282'FROM THE STATION AT BOWIE, 0.3 KILOMETER (0.2 MILE) WEST OF A
 CY0282'RAILROAD SIGNAL LIGHT, 33.6 METERS (110 FEET) SOUTH OF THE SOUTH
 CY0282'RAIL, 30.0 METERS (98 FEET) NORTH OF THE CENTERLINE OF THE INTERSTATE
 CY0282'10 BUSINESS LOOP, 24.1 METERS (79 FEET) SOUTH-SOUTHEAST OF THE FIFTH
 CY0282'TELEPHONE POLE WEST OF A RAILROAD SIGNAL LIGHT, 16.8 METERS (55 FEET)
 CY0282'SOUTHEAST OF POWER POLE G-25 WITH A GUY WIRE AND 0.4 METER (1.3 FEET)
 CY0282'SOUTH OF A FENCE.
 CY0282'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0282'THE MARK IS 1.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0523 ***********************************************************************
 DA0523  DESIGNATION -  X 331
 DA0523  PID         -  DA0523
 DA0523  STATE/COUNTY-  AZ/MARICOPA
 DA0523  USGS QUAD   -  MIDWAY (1986)
 DA0523
 DA0523                         *CURRENT SURVEY CONTROL
 DA0523  ___________________________________________________________________
 DA0523* NAD 83(1986)-  32 43 04.     (N)    112 50 53.     (W)     SCALED    
 DA0523* NAVD 88     -       313.18   (+/-2cm)    1027.5    (feet)  VERTCON   
 DA0523  ___________________________________________________________________
 DA0523  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 DA0523  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0523
 DA0523.The horizontal coordinates were scaled from a topographic map and have
 DA0523.an estimated accuracy of +/- 6 seconds.
 DA0523
 DA0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0523.The vertical order pertains to the NGVD 29 superseded value.
 DA0523
 DA0523.The geoid height was determined by GEOID03.
 DA0523
 DA0523;                    North         East    Units  Estimated Accuracy
 DA0523;SPC AZ C     -   190,840.      126,050.      MT  (+/- 180 meters Scaled)
 DA0523
 DA0523                          SUPERSEDED SURVEY CONTROL
 DA0523
 DA0523  NGVD 29 (??/??/92)  312.560  (m)         1025.46   (f) ADJ UNCH    1 2
 DA0523
 DA0523.Superseded values are not recommended for survey control.
 DA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0523.See file dsdata.txt to determine how the superseded data were derived.
 DA0523
 DA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB268215(NAD 83)
 DA0523_MARKER: DB = BENCH MARK DISK
 DA0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0523_STAMPING: X 331 1953
 DA0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0523+STABILITY: SURFACE MOTION
 DA0523
 DA0523  HISTORY     - Date     Condition        Report By
 DA0523  HISTORY     - 1953     MONUMENTED       CGS
 DA0523  HISTORY     - 1980     GOOD             USGS
 DA0523
 DA0523                          STATION DESCRIPTION
 DA0523
 DA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0523'18.6 MI S FROM GILA BEND.
 DA0523'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0523'COMPANY RAILROAD STATION AT GILA BEND, THENCE 2.7 MILES SOUTH ALONG
 DA0523'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, THENCE 0.9 MILE WEST
 DA0523'ALONG A DIRT ROAD, AT WILLIAMS AIR FORCE AUXILIARY FIELD NO. 4, AT THE
 DA0523'SOUTHEAST INSIDE CORNER OF A TRIANGLE FORMED BY THREE RUNWAYS, 249
 DA0523'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 DA0523'NORTHWEST-SOUTHEAST AND EAST-WEST RUNWAYS, 50 FEET NORTH OF THE NORTH
 DA0523'EDGE OF THE EAST-WEST RUNWAY, 49 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 DA0523'OF THE NORTHWEST-SOUTHEAST RUNWAY, 2.4 FEET EAST OF A WITNESS POST,
 DA0523'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 DA0523'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0523
 DA0523                          STATION RECOVERY (1980)
 DA0523
 DA0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0523'THE MARK IS 16.2 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE OVERPASS
 DA0523'AT US HWY. I-8, WEST OF GILA BEND, THENCE 0.4MIL. WEST ALONG A DIRT
 DA0523'ROAD, AT AN AIRSTRIP AT THE NORTHEAST INSIDE CORNER OF A TRIANGLE
 DA0523'FORMED BY THREE RUNWAYS, 50 FT. NORTH OF THE NORTH EDGE OF THE
 DA0523'EAST-WEST RUNWAY, 249 FT NORTHWEST OF THE CENTER OF THE JCT. OF THE
 DA0523'NORTHWEST-SOUTHWEST RUNWAYS, 49 FT. SOUTHWEST OF THE SOUTHWEST EDGE
 DA0523'OF THE NORTHWEST-SOUTHEAST RUNWAY, 2.4 FT EAST OF A WITNESS POST
 DA0523'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST,
 DA0523'STANDARD TABLET STAMPED "X 331 1953".
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0308 ***********************************************************************
 DA0308  DESIGNATION -  X 332
 DA0308  PID         -  DA0308
 DA0308  STATE/COUNTY-  AZ/PIMA
 DA0308  USGS QUAD   -  AJO NORTH (1990)
 DA0308
 DA0308                         *CURRENT SURVEY CONTROL
 DA0308  ___________________________________________________________________
 DA0308* NAD 83(1986)-  32 27 11.     (N)    112 51 27.     (W)     SCALED    
 DA0308* NAVD 88     -       437.23   (+/-2cm)    1434.5    (feet)  VERTCON   
 DA0308  ___________________________________________________________________
 DA0308  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0308  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0308
 DA0308.The horizontal coordinates were scaled from a topographic map and have
 DA0308.an estimated accuracy of +/- 6 seconds.
 DA0308
 DA0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0308.The vertical order pertains to the NGVD 29 superseded value.
 DA0308
 DA0308.The geoid height was determined by GEOID03.
 DA0308
 DA0308;                    North         East    Units  Estimated Accuracy
 DA0308;SPC AZ C     -   161,490.      124,910.      MT  (+/- 180 meters Scaled)
 DA0308
 DA0308                          SUPERSEDED SURVEY CONTROL
 DA0308
 DA0308  NGVD 29 (??/??/92)  436.567  (m)         1432.30   (f) ADJ UNCH    1 2
 DA0308
 DA0308.Superseded values are not recommended for survey control.
 DA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0308.See file dsdata.txt to determine how the superseded data were derived.
 DA0308
 DA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA254921(NAD 83)
 DA0308_MARKER: DB = BENCH MARK DISK
 DA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0308_STAMPING: X 332 1953
 DA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0308+STABILITY: SURFACE MOTION
 DA0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0308+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0308
 DA0308  HISTORY     - Date     Condition        Report By
 DA0308  HISTORY     - 1953     MONUMENTED       CGS
 DA0308  HISTORY     - 1979     GOOD             DOD
 DA0308  HISTORY     - 19990120 GOOD             USPSQD
 DA0308  HISTORY     - 20060218 GOOD             USPSQD
 DA0308  HISTORY     - 20070603 GOOD             GEOCAC
 DA0308
 DA0308                          STATION DESCRIPTION
 DA0308
 DA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0308'7.2 MI N FROM AJO.
 DA0308'6.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0308'THE STATION AT AJO, THENCE 0.6 MILE SOUTHWEST CROSS-COUNTRY THROUGH
 DA0308'AJO AIRPORT, AT THE CONTROL TOWER, 54.5 FEET NORTH OF THE NORTHEAST
 DA0308'CORNER OF THE BONANZA AIRLINES BUILDING, 11.0 FEET SOUTHEAST OF THE
 DA0308'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE TOWER STEPS, 2.5 FEET
 DA0308'SOUTH OF THE SOUTHEAST LEG OF THE TOWER, ABOUT LEVEL WITH THE CONCRETE
 DA0308'APRON, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DA0308'THE GROUND.
 DA0308
 DA0308                          STATION RECOVERY (1979)
 DA0308
 DA0308'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 DA0308'THE STATION IS LOCATED ON THE AJO AIRPORT APPROXIMATELY 10 KILOMETERS
 DA0308'NORTH OF AJO AND 1 KILOMETER EAST OF STATE ROAD 85. TO REACH THE
 DA0308'STATION FROM THE STOPLIGHT AT THE PLAZA, IN AJO, GO 6.9 MILES NORTH
 DA0308'ALONG STATE ROAD 85 TO A SIDE ROAD RIGHT (MEAD ROAD), TURN RIGHT AND
 DA0308'GO 2.0 MILES, EASTERLY AND SOUTHERLY, TO A CROSSROAD. TURN RIGHT AND
 DA0308'GO 0.4 MILE WESTERLY TO A T JUNCTION NEAR THE EDGE OF THE PARK- ING
 DA0308'APRON. TURN RIGHT AND GO 0.03 MILE NORTHERLY, TO THE STATION. THE
 DA0308'STATION MARK, A STANDARD NGS DISK STAMPED 'X 332 1953' IS SET ON THE
 DA0308'TOP OF A CONCRETE MONUMENT THAT PROJECTS 8 CENTIMETERS ABOVE THE
 DA0308'GROUND. IT IS ABOUT 39.2 METERS SOUTH OF THE 'L' JUNCTION IN THE
 DA0308'PARKING APRON; 31.2 METERS NORTH OF A 0.9 X 0.3 METER CONCRETE PIER
 DA0308'THAT PROJECTS 1 METER, 30.2 METERS SOUTH OF THE EDGE OF THE NORTHERLY
 DA0308'APRON; 25.1 METERS SOUTHEAST OF THE NORTHEAST EDGE OF THE MAIN PARK-
 DA0308'ING APRON AND 1 METER NORTHWEST OF A DMA METAL WITNESS POST.
 DA0308
 DA0308                          STATION RECOVERY (1999)
 DA0308
 DA0308'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0308'RECOVERED IN GOOD CONDITION.
 DA0308
 DA0308                          STATION RECOVERY (2006)
 DA0308
 DA0308'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0308'RECOVERED AS DESCRIBED.  SIGN MISSING. POST PRESENT.
 DA0308
 DA0308                          STATION RECOVERY (2007)
 DA0308
 DA0308'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0216 ***********************************************************************
 CZ0216  DESIGNATION -  X 333
 CZ0216  PID         -  CZ0216
 CZ0216  STATE/COUNTY-  AZ/PIMA
 CZ0216  USGS QUAD   -  TUCSON SW (1992)
 CZ0216
 CZ0216                         *CURRENT SURVEY CONTROL
 CZ0216  ___________________________________________________________________
 CZ0216* NAD 83(2007)-  32 04 47.35280(N)    110 57 30.09174(W)     ADJUSTED  
 CZ0216* NAVD 88     -       790.206  (meters)    2592.53   (feet)  ADJUSTED  
 CZ0216  ___________________________________________________________________
 CZ0216  EPOCH DATE  -        2007.00
 CZ0216  X           -  -1,935,101.941 (meters)                     COMP
 CZ0216  Y           -  -5,052,084.484 (meters)                     COMP
 CZ0216  Z           -   3,368,338.264 (meters)                     COMP
 CZ0216  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CZ0216  ELLIP HEIGHT-         760.630 (meters)          (02/10/07) ADJUSTED
 CZ0216  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CZ0216  DYNAMIC HT  -         789.091 (meters)    2588.88  (feet)  COMP
 CZ0216
 CZ0216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0216  Type    PID    Designation                      North   East  Ellip
 CZ0216  -------------------------------------------------------------------
 CZ0216  NETWORK CZ0216 X 333                             0.47   0.41   1.00
 CZ0216  -------------------------------------------------------------------
 CZ0216  MODELED GRAV-     979,203.5   (mgal)                       NAVD 88
 CZ0216
 CZ0216  VERT ORDER  -  FIRST     CLASS II
 CZ0216
 CZ0216.The horizontal coordinates were established by GPS observations
 CZ0216.and adjusted by the National Geodetic Survey in February 2007.
 CZ0216
 CZ0216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0216.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0216.The epoch date for horizontal control is a decimal equivalence
 CZ0216.of Year/Month/Day.
 CZ0216
 CZ0216.The orthometric height was determined by differential leveling
 CZ0216.and adjusted in June 1991.
 CZ0216.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0216.derived orthometric height which differed from the leveled height by
 CZ0216.more than one decimeter (0.1 meter).
 CZ0216
 CZ0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0216
 CZ0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0216
 CZ0216.The ellipsoidal height was determined by GPS observations
 CZ0216.and is referenced to NAD 83.
 CZ0216
 CZ0216.The geoid height was determined by GEOID03.
 CZ0216
 CZ0216.The dynamic height is computed by dividing the NAVD 88
 CZ0216.geopotential number by the normal gravity value computed on the
 CZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0216.degrees latitude (g = 980.6199 gals.).
 CZ0216
 CZ0216.The modeled gravity was interpolated from observed gravity values.
 CZ0216
 CZ0216;                    North         East     Units Scale Factor Converg.
 CZ0216;SPC AZ C     -   120,119.038   303,827.789   MT  1.00000090   +0 30 32.4
 CZ0216;SPC AZ C     -   394,091.33    996,810.33   iFT  1.00000090   +0 30 32.4
 CZ0216;UTM  12      - 3,549,283.977   503,929.821   MT  0.99960019   +0 01 19.6
 CZ0216
 CZ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0216!SPC AZ C     -   0.99988058  x   1.00000090  =   0.99988148
 CZ0216!UTM  12      -   0.99988058  x   0.99960019  =   0.99948082
 CZ0216
 CZ0216                          SUPERSEDED SURVEY CONTROL
 CZ0216
 CZ0216  ELLIP H (01/12/01)  760.653  (m)                       GP(       ) 4 1
 CZ0216  NAD 83(1992)-  32 04 47.35232(N)    110 57 30.09102(W) AD(       ) 1
 CZ0216  ELLIP H (03/14/97)  760.747  (m)                       GP(       ) 3 1
 CZ0216  NAD 83(1992)-  32 04 47.35289(N)    110 57 30.09017(W) AD(       ) 1
 CZ0216  ELLIP H (08/23/93)  760.762  (m)                       GP(       ) 4 2
 CZ0216  NAD 83(1986)-  32 04 47.34705(N)    110 57 30.08875(W) AD(       ) 1
 CZ0216  NAVD 88 (08/06/92)  790.21   (m)         2592.5    (f) LEVELING    3  
 CZ0216  NGVD 29 (??/??/92)  789.610  (m)         2590.58   (f) ADJ UNCH    1 2
 CZ0216
 CZ0216.Superseded values are not recommended for survey control.
 CZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0216.See file dsdata.txt to determine how the superseded data were derived.
 CZ0216
 CZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0393049284(NAD 83)
 CZ0216_MARKER: DV = VERTICAL CONTROL DISK
 CZ0216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CZ0216_SP_SET: CONCRETE BOX CULVERT HEADWALL
 CZ0216_STAMPING: X 333 1953
 CZ0216_MARK LOGO: CGS   
 CZ0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0216+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2007
 CZ0216
 CZ0216  HISTORY     - Date     Condition        Report By
 CZ0216  HISTORY     - 1953     MONUMENTED       CGS
 CZ0216  HISTORY     - 1980     GOOD             NGS
 CZ0216  HISTORY     - 1987     GOOD             NGS
 CZ0216  HISTORY     - 19900414 GOOD             PIMACO
 CZ0216  HISTORY     - 19960512 GOOD             CHANCE
 CZ0216  HISTORY     - 20000308 GOOD             USPSQD
 CZ0216  HISTORY     - 20060315 GOOD             USPSQD
 CZ0216  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0216
 CZ0216                          STATION DESCRIPTION
 CZ0216
 CZ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CZ0216'8.45 MI N FROM SAHUARITA.
 CZ0216'8.45 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0216'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 10.05 MILES
 CZ0216'SOUTH OF TUCSON, AT CULVERT 994.31, IN THE TOP OF THE NORTH END OF THE
 CZ0216'WEST CONCRETE HEAD WALL, ACROSS THE TRACKS FROM A HUGE SAND AND GRAVEL
 CZ0216'PIT, 12.1 FEET WEST OF THE WEST RAIL, 1.8 FEET SOUTH OF THE NORTH END
 CZ0216'OF THE HEAD WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 CZ0216
 CZ0216                          STATION RECOVERY (1980)
 CZ0216
 CZ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0216'13.9 KILOMETERS (8.65 MILES) NORTH ALONG U.S. HIGHWAY 89
 CZ0216'FROM THE POST OFFICE AT SAHUARITA, SET IN TOP OF THE WEST
 CZ0216'HEADWALL OF SOUTHERN PACIFIC RAILROAD CULVERT 994.31,
 CZ0216'0.55 METER (1.8 FEET) SOUTH OF THE NORTH END OF THE HEADWALL,
 CZ0216'5.5 METERS (12 FEET) WEST OF THE WEST RAIL.
 CZ0216'THE MARK IS 1 M BELOW THE RAILS..
 CZ0216
 CZ0216                          STATION RECOVERY (1987)
 CZ0216
 CZ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0216'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0216'IN GOOD CONDITION.
 CZ0216'
 CZ0216'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) NORTH OF SAHUARITA,
 CZ0216'6.4 KM (4 MI) SOUTH OF SOUTH TUCSON AND ALONG THE SOUTHERN PACIFIC
 CZ0216'RAILROAD.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY.
 CZ0216'
 CZ0216'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19
 CZ0216'AND VALENCIA RD WHICH IS ABOUT 6.4 KM (4 MI) SOUTH OF SOUTH TUCSON,
 CZ0216'GO EAST FOR 2.4 KM (1.5 MI) ON VALENCIA RD TO A CROSSROAD, U.S.
 CZ0216'HIGHWAY 89 (NOGALES HIGHWAY).
 CZ0216'TURN RIGHT AND GO SOUTH FOR 4.9 KM (3.05 MI) ON HIGHWAY 89 TO A
 CZ0216'PAVED ROAD LEFT, HUGHES ACCESS RD.
 CZ0216'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.1 KM (0.7 MI) ON HIGHWAY
 CZ0216'89 TO A PAVED ROAD RIGHT, ST KATHERINES CT, AND A DIRT TRAIL LEFT.
 CZ0216'TURN LEFT AND GO EAST FOR 25 METERS (82 FT) ON THE DIRT TRAIL TO A
 CZ0216'DIRT ROAD PARALLEL WITH THE RAILROAD.
 CZ0216'TURN RIGHT AND GO SOUTH FOR 35 METERS (115 FT) ON THE DIRT ROAD TO
 CZ0216'THE STATION ON THE LEFT, IN THE TOP OF THE NORTH END OF A RAILROAD
 CZ0216'CULVERT.
 CZ0216'
 CZ0216'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CZ0216'STAMPED---X 333 1953---,
 CZ0216'SET INTO A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST
 CZ0216'HEADWALL OF A RAILROAD CONCRETE CULVERT.  LOCATED
 CZ0216'3.75 METERS (12.3 FT) WEST-SOUTHWEST FROM THE WEST RAIL OF THE
 CZ0216'RAILROAD AND
 CZ0216'0.55 METERS (1.8 FT) SOUTH-SOUTHEAST FROM THE NORTH END OF THE WEST
 CZ0216'HEADWALL OF CULVERT.
 CZ0216'
 CZ0216'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0216'
 CZ0216'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0216'
 CZ0216'DESCRIBED BY D.F. CALLAHAN.
 CZ0216
 CZ0216                          STATION RECOVERY (1990)
 CZ0216
 CZ0216'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CZ0216'RECOVERED IN GOOD CONDITION.
 CZ0216
 CZ0216                          STATION RECOVERY (1996)
 CZ0216
 CZ0216'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CZ0216'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 CZ0216'THE STATION IS LOCATED APPROXIMATELY 13.7 KM (8.50 MI) NORTH OF
 CZ0216'SAHUARITA, 6.4 KM (3.95 MI) SOUTH OF SOUTH TUSCON ALONG BUSINESS US
 CZ0216'HIGHWAY 19 AND ALONG THE SOUTHERN PACIFIC RAILROAD.  OWNERSHIP --
 CZ0216'SOUTHERN PACIFIC RAILROAD TO REACH THE STATION FROM THE JUNCTION OF US
 CZ0216'HIGHWAY 19 AND VALENCIA ROAD APPROXIMATELY 6.4 KM (3.95 MI) SOUTH OF
 CZ0216'SOUTH TUSCON, GO EAST ON VALENCIA ROAD FOR 2.4 KM (1.50 MI) TO
 CZ0216'BUSINESS US HIGHWAY 19 -- TUSCON-NOGALES HIGHWAY--.  TURN RIGHT AND
 CZ0216'PROCEED SOUTH ON BUSINESS US HIGHWAY 19 TO A PAVED ROAD, HUGHES ACCESS
 CZ0216'ROAD, ON THE LEFT. CONTINUE SOUTH ON BUSINESS US HIGHWAY 19 FOR 1.1 KM
 CZ0216'(0.70 MI) TO A PAVED ROAD, ST KATHERINES CT, ON THE RIGHT.  TURN RIGHT
 CZ0216'AND PROCEED SOUTH ON ST KATHERINES CT FOR 30 M (98.4 FT) TO THE
 CZ0216'STATION ON THE LEFT THE STATION IS A STANDARD CGS BENCH MARK DISK SET
 CZ0216'INTO A DRILL HOLE INTO THE TOP OF THE NORTH END OF THE WEST HEADWALL
 CZ0216'OF A RAILROAD CONCRETE CULVERT.  THE STATION IS LOCATED 37.0 M (121.4
 CZ0216'FT) EAST OF BUSINESS US HIGHWAY 19 CENTERLINE, 5.0 M (16.4 FT) EAST OF
 CZ0216'A GRAVEL TRACK ROAD CENTERLINE, 3.75 M (12.30 FT) WEST-SOUTHWEST OF
 CZ0216'THE WEST RAIL OF THE RAILROAD, AND 0.55 M (1.80 FT) SOUTH-SOUTHEAST
 CZ0216'FROM THE NORTH END OF THE WEST HEADWALL OF THE CONCRETE CULVERT
 CZ0216
 CZ0216                          STATION RECOVERY (2000)
 CZ0216
 CZ0216'RECOVERY NOTE BY US POWER SQUADRON 2000
 CZ0216'RECOVERED IN GOOD CONDITION.
 CZ0216
 CZ0216                          STATION RECOVERY (2006)
 CZ0216
 CZ0216'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 CZ0216'RECOVERED AS DESCRIBED.
 CZ0216
 CZ0216                          STATION RECOVERY (2007)
 CZ0216
 CZ0216'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0398 ***********************************************************************
 CG0398  DESIGNATION -  X 334
 CG0398  PID         -  CG0398
 CG0398  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0398  USGS QUAD   -  TUBAC (1981)
 CG0398
 CG0398                         *CURRENT SURVEY CONTROL
 CG0398  ___________________________________________________________________
 CG0398* NAD 83(1986)-  31 30 34.     (N)    111 00 12.     (W)     SCALED    
 CG0398* NAVD 88     -      1022.38   (+/-2cm)    3354.3    (feet)  VERTCON   
 CG0398  ___________________________________________________________________
 CG0398  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0398
 CG0398.The horizontal coordinates were scaled from a topographic map and have
 CG0398.an estimated accuracy of +/- 6 seconds.
 CG0398
 CG0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0398.The vertical order pertains to the NGVD 29 superseded value.
 CG0398
 CG0398.The geoid height was determined by GEOID03.
 CG0398
 CG0398;                    North         East    Units  Estimated Accuracy
 CG0398;SPC AZ C     -    56,840.      300,110.      MT  (+/- 180 meters Scaled)
 CG0398
 CG0398                          SUPERSEDED SURVEY CONTROL
 CG0398
 CG0398  NGVD 29 (??/??/92) 1021.523  (m)         3351.45   (f) ADJ UNCH    1 2
 CG0398
 CG0398.Superseded values are not recommended for survey control.
 CG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0398.See file dsdata.txt to determine how the superseded data were derived.
 CG0398
 CG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV996860(NAD 83)
 CG0398_MARKER: DB = BENCH MARK DISK
 CG0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0398_STAMPING: X 334 1953
 CG0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0398+STABILITY: SURFACE MOTION
 CG0398
 CG0398  HISTORY     - Date     Condition        Report By
 CG0398  HISTORY     - 1953     MONUMENTED       CGS
 CG0398
 CG0398                          STATION DESCRIPTION
 CG0398
 CG0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0398'13.8 MI N FROM NOGALES.
 CG0398'13.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0398'STATION AT NOGALES, 14.7 MILES SOUTH OF AMADO, EAST ACROSS THE TRACK
 CG0398'FROM MILEPOLE 1036, 97.5 FEET EAST OF THE EAST RAIL, 96 1/2 FEET SOUTH
 CG0398'OF A POWER LINE POLE, 19 1/2 FEET WEST OF THE CENTER LINE OF A
 CG0398'GRAVELED ROAD, 0.9 FOOT EAST OF A FENCE, 1.9 FEET NORTHWEST OF A
 CG0398'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CG0398'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0492 ***********************************************************************
 DA0492  DESIGNATION -  X 336
 DA0492  PID         -  DA0492
 DA0492  STATE/COUNTY-  AZ/PIMA
 DA0492  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0492
 DA0492                         *CURRENT SURVEY CONTROL
 DA0492  ___________________________________________________________________
 DA0492* NAD 83(1986)-  32 28 39.     (N)    112 32 06.     (W)     SCALED    
 DA0492* NAVD 88     -       736.44   (+/-2cm)    2416.1    (feet)  VERTCON   
 DA0492  ___________________________________________________________________
 DA0492  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DA0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0492
 DA0492.The horizontal coordinates were scaled from a topographic map and have
 DA0492.an estimated accuracy of +/- 6 seconds.
 DA0492
 DA0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0492.The vertical order pertains to the NGVD 29 superseded value.
 DA0492
 DA0492.The geoid height was determined by GEOID03.
 DA0492
 DA0492;                    North         East    Units  Estimated Accuracy
 DA0492;SPC AZ C     -   163,980.      155,240.      MT  (+/- 180 meters Scaled)
 DA0492
 DA0492                          SUPERSEDED SURVEY CONTROL
 DA0492
 DA0492  NGVD 29 (??/??/92)  735.699  (m)         2413.71   (f) ADJ UNCH    2 0
 DA0492
 DA0492.Superseded values are not recommended for survey control.
 DA0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0492.See file dsdata.txt to determine how the superseded data were derived.
 DA0492
 DA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA557944(NAD 83)
 DA0492_MARKER: DB = BENCH MARK DISK
 DA0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0492_STAMPING: X 336 1961
 DA0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0492+STABILITY: SURFACE MOTION
 DA0492
 DA0492  HISTORY     - Date     Condition        Report By
 DA0492  HISTORY     - 1961     MONUMENTED       CGS
 DA0492
 DA0492                          STATION DESCRIPTION
 DA0492
 DA0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0492'23.2 MI E FROM AJO.
 DA0492'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0492'RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES SOUTHEAST ALONG
 DA0492'STATE HIGHWAY 85.  THENCE 21.85 MILES EAST ALONG A DIRT ROAD WHICH
 DA0492'FOLLOWS A PIPE LINE.  OR ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT
 DA0492'ROAD FROM THE WATER TANK AT VENTANA.  THENCE 14.1 MILES WEST ALONG A
 DA0492'DIRT ROAD WHICH FOLLOWS A PIPE LINE.  49 FEET SOUTH OF THE CENTER LINE
 DA0492'OF THE ROAD, 44 FEET SOUTHWEST OF THE MORE EASTERLY OF 2 VALVES ON THE
 DA0492'PIPE LINE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DA0492'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0263 ***********************************************************************
 DA0263  DESIGNATION -  X 337
 DA0263  PID         -  DA0263
 DA0263  STATE/COUNTY-  AZ/PIMA
 DA0263  USGS QUAD   -  PISINIMO (1990)
 DA0263
 DA0263                         *CURRENT SURVEY CONTROL
 DA0263  ___________________________________________________________________
 DA0263* NAD 83(1986)-  32 04 14.     (N)    112 17 59.     (W)     SCALED    
 DA0263* NAVD 88     -       607.03   (+/-2cm)    1991.6    (feet)  VERTCON   
 DA0263  ___________________________________________________________________
 DA0263  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DA0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0263
 DA0263.The horizontal coordinates were scaled from a topographic map and have
 DA0263.an estimated accuracy of +/- 6 seconds.
 DA0263
 DA0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0263.The vertical order pertains to the NGVD 29 superseded value.
 DA0263
 DA0263.The geoid height was determined by GEOID03.
 DA0263
 DA0263;                    North         East    Units  Estimated Accuracy
 DA0263;SPC AZ C     -   118,750.      177,200.      MT  (+/- 180 meters Scaled)
 DA0263
 DA0263                          SUPERSEDED SURVEY CONTROL
 DA0263
 DA0263  NGVD 29 (??/??/92)  606.345  (m)         1989.32   (f) ADJ UNCH    2 0
 DA0263
 DA0263.Superseded values are not recommended for survey control.
 DA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0263.See file dsdata.txt to determine how the superseded data were derived.
 DA0263
 DA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA773489(NAD 83)
 DA0263_MARKER: DB = BENCH MARK DISK
 DA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0263_STAMPING: X 337 1961
 DA0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0263+STABILITY: SURFACE MOTION
 DA0263
 DA0263  HISTORY     - Date     Condition        Report By
 DA0263  HISTORY     - 1961     MONUMENTED       CGS
 DA0263
 DA0263                          STATION DESCRIPTION
 DA0263
 DA0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0263'3.3 MI N FROM PISINIMO.
 DA0263'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0263'PISINIMO, AN INDIAN VILLAGE.  THENCE 2.95 MILES NORTH ALONG A GRAVELED
 DA0263'ROAD.  139 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 DA0263'GRAVELED ROAD AND A ROAD LEADING SOUTHWEST, 98 FEET WEST OF THE CENTER
 DA0263'LINE OF THE ROAD, 27 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST
 DA0263'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DA0263'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0116 ***********************************************************************
 CH0116  DESIGNATION -  X 338
 CH0116  PID         -  CH0116
 CH0116  STATE/COUNTY-  AZ/PIMA
 CH0116  USGS QUAD   -  PIA OIK (1988)
 CH0116
 CH0116                         *CURRENT SURVEY CONTROL
 CH0116  ___________________________________________________________________
 CH0116* NAD 83(1986)-  31 53 20.     (N)    112 33 55.     (W)     SCALED    
 CH0116* NAVD 88     -       580.10   (+/-2cm)    1903.2    (feet)  VERTCON   
 CH0116  ___________________________________________________________________
 CH0116  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 CH0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0116
 CH0116.The horizontal coordinates were scaled from a topographic map and have
 CH0116.an estimated accuracy of +/- 6 seconds.
 CH0116
 CH0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0116.The vertical order pertains to the NGVD 29 superseded value.
 CH0116
 CH0116.The geoid height was determined by GEOID03.
 CH0116
 CH0116;                    North         East    Units  Estimated Accuracy
 CH0116;SPC AZ C     -    98,730.      152,000.      MT  (+/- 180 meters Scaled)
 CH0116
 CH0116                          SUPERSEDED SURVEY CONTROL
 CH0116
 CH0116  NGVD 29 (??/??/92)  579.383  (m)         1900.86   (f) ADJ UNCH    2 0
 CH0116
 CH0116.Superseded values are not recommended for survey control.
 CH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0116.See file dsdata.txt to determine how the superseded data were derived.
 CH0116
 CH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA519291(NAD 83)
 CH0116_MARKER: DB = BENCH MARK DISK
 CH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0116_STAMPING: X 338 1961
 CH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0116+STABILITY: SURFACE MOTION
 CH0116
 CH0116  HISTORY     - Date     Condition        Report By
 CH0116  HISTORY     - 1961     MONUMENTED       CGS
 CH0116
 CH0116                          STATION DESCRIPTION
 CH0116
 CH0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0116'5.6 MI N FROM MENAGERS.
 CH0116'ABOUT 5.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0116'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  1.35 MILES SOUTH OF A ROAD
 CH0116'JUNCTION, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST
 CH0116'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 CH0116'A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0038 ***********************************************************************
 CH0038  DESIGNATION -  X 339
 CH0038  PID         -  CH0038
 CH0038  STATE/COUNTY-  AZ/PIMA
 CH0038  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0038
 CH0038                         *CURRENT SURVEY CONTROL
 CH0038  ___________________________________________________________________
 CH0038* NAD 83(1986)-  31 41 26.     (N)    112 03 14.     (W)     SCALED    
 CH0038* NAVD 88     -       695.34   (+/-2cm)    2281.3    (feet)  VERTCON   
 CH0038  ___________________________________________________________________
 CH0038  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0038
 CH0038.The horizontal coordinates were scaled from a topographic map and have
 CH0038.an estimated accuracy of +/- 6 seconds.
 CH0038
 CH0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0038.The vertical order pertains to the NGVD 29 superseded value.
 CH0038
 CH0038.The geoid height was determined by GEOID03.
 CH0038
 CH0038;                    North         East    Units  Estimated Accuracy
 CH0038;SPC AZ C     -    76,570.      200,350.      MT  (+/- 180 meters Scaled)
 CH0038
 CH0038                          SUPERSEDED SURVEY CONTROL
 CH0038
 CH0038  NGVD 29 (??/??/92)  694.623  (m)         2278.94   (f) ADJ UNCH    2 0
 CH0038
 CH0038.Superseded values are not recommended for survey control.
 CH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0038.See file dsdata.txt to determine how the superseded data were derived.
 CH0038
 CH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA001066(NAD 83)
 CH0038_MARKER: DB = BENCH MARK DISK
 CH0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0038_STAMPING: X 339 1961
 CH0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0038+STABILITY: SURFACE MOTION
 CH0038
 CH0038  HISTORY     - Date     Condition        Report By
 CH0038  HISTORY     - 1961     MONUMENTED       CGS
 CH0038
 CH0038                          STATION DESCRIPTION
 CH0038
 CH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0038'12.4 MI W FROM VAMORI.
 CH0038'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CH0038'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CH0038'THENCE 9.8 MILES SOUTHWEST ALONG A DIRT ROAD.  THENCE 2.0 MILES
 CH0038'NORTHWEST ALONG A TRAIL ROAD, 2.0 MILES NORTHWEST OF A 4X4-INCH WHITE
 CH0038'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 70, 2.0
 CH0038'MILES NORTHWEST OF AN ABANDONED INDIAN VILLAGE, 34 FEET SOUTHWEST OF
 CH0038'THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 CH0038'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0038'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0182 ***********************************************************************
 FQ0182  DESIGNATION -  X 340
 FQ0182  PID         -  FQ0182
 FQ0182  STATE/COUNTY-  AZ/COCONINO
 FQ0182  USGS QUAD   -  WINONA (1974)
 FQ0182
 FQ0182                         *CURRENT SURVEY CONTROL
 FQ0182  ___________________________________________________________________
 FQ0182* NAD 83(1986)-  35 12 21.     (N)    111 29 45.     (W)     SCALED    
 FQ0182* NAVD 88     -      1991.250  (meters)    6532.96   (feet)  ADJUSTED  
 FQ0182  ___________________________________________________________________
 FQ0182  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FQ0182  DYNAMIC HT  -        1988.420 (meters)    6523.67  (feet)  COMP
 FQ0182  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 FQ0182
 FQ0182  VERT ORDER  -  SECOND    CLASS 0
 FQ0182
 FQ0182.The horizontal coordinates were scaled from a topographic map and have
 FQ0182.an estimated accuracy of +/- 6 seconds.
 FQ0182
 FQ0182.The orthometric height was determined by differential leveling
 FQ0182.and adjusted in June 1991.
 FQ0182
 FQ0182.The geoid height was determined by GEOID03.
 FQ0182
 FQ0182.The dynamic height is computed by dividing the NAVD 88
 FQ0182.geopotential number by the normal gravity value computed on the
 FQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0182.degrees latitude (g = 980.6199 gals.).
 FQ0182
 FQ0182.The modeled gravity was interpolated from observed gravity values.
 FQ0182
 FQ0182;                    North         East    Units  Estimated Accuracy
 FQ0182;SPC AZ C     -   466,490.      251,680.      MT  (+/- 180 meters Scaled)
 FQ0182
 FQ0182                          SUPERSEDED SURVEY CONTROL
 FQ0182
 FQ0182  NGVD 29 (??/??/92) 1990.225  (m)         6529.60   (f) ADJ UNCH    2 0
 FQ0182
 FQ0182.Superseded values are not recommended for survey control.
 FQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0182.See file dsdata.txt to determine how the superseded data were derived.
 FQ0182
 FQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD548959(NAD 83)
 FQ0182_MARKER: DB = BENCH MARK DISK
 FQ0182_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0182_SP_SET: BEDROCK
 FQ0182_STAMPING: X 340 1958
 FQ0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0182+STABILITY: POSITION/ELEVATION WELL
 FQ0182
 FQ0182  HISTORY     - Date     Condition        Report By
 FQ0182  HISTORY     - 1958     MONUMENTED       CGS
 FQ0182  HISTORY     - 1968     MARK NOT FOUND   USGS
 FQ0182
 FQ0182                          STATION DESCRIPTION
 FQ0182
 FQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0182'9.9 MI E FROM FLAGSTAFF.
 FQ0182'9.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0182'IN FLAGSTAFF, 1.15 MILES EAST OF A ROAD LEADING SOUTH TO WALNUT
 FQ0182'CANYON, 64 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 12.6
 FQ0182'FEET EAST OF A TELEPHONE POLE, 19.6 FEET NORTH OF A WITNESS POST AND
 FQ0182'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0182'NOTE-- A BULL-DOZER SCRAPED THIS AREA.
 FQ0182
 FQ0182                          STATION RECOVERY (1968)
 FQ0182
 FQ0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FQ0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0773 ***********************************************************************
 CG0773  DESIGNATION -  X 340
 CG0773  PID         -  CG0773
 CG0773  STATE/COUNTY-  AZ/PIMA
 CG0773  USGS QUAD   -  VAMORI (1979)
 CG0773
 CG0773                         *CURRENT SURVEY CONTROL
 CG0773  ___________________________________________________________________
 CG0773* NAD 83(1986)-  31 43 35.     (N)    111 53 39.     (W)     SCALED    
 CG0773* NAVD 88     -       687.92   (+/-2cm)    2257.0    (feet)  VERTCON   
 CG0773  ___________________________________________________________________
 CG0773  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 CG0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0773
 CG0773.The horizontal coordinates were scaled from a topographic map and have
 CG0773.an estimated accuracy of +/- 6 seconds.
 CG0773
 CG0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0773.The vertical order pertains to the NGVD 29 superseded value.
 CG0773
 CG0773.The geoid height was determined by GEOID03.
 CG0773
 CG0773;                    North         East    Units  Estimated Accuracy
 CG0773;SPC AZ C     -    80,530.      215,490.      MT  (+/- 180 meters Scaled)
 CG0773
 CG0773                          SUPERSEDED SURVEY CONTROL
 CG0773
 CG0773  NGVD 29 (??/??/92)  687.213  (m)         2254.63   (f) ADJ UNCH    2 0
 CG0773
 CG0773.Superseded values are not recommended for survey control.
 CG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0773.See file dsdata.txt to determine how the superseded data were derived.
 CG0773
 CG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA152104(NAD 83)
 CG0773_MARKER: DB = BENCH MARK DISK
 CG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0773_STAMPING: X 340 1961
 CG0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0773+STABILITY: SURFACE MOTION
 CG0773
 CG0773  HISTORY     - Date     Condition        Report By
 CG0773  HISTORY     - 1961     MONUMENTED       CGS
 CG0773  HISTORY     - 1977     GOOD             USGS
 CG0773
 CG0773                          STATION DESCRIPTION
 CG0773
 CG0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0773'1.0 MI NE FROM VAMORI.
 CG0773'ABOUT 1.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE WINDMILL
 CG0773'AND TWO WATER TANKS AT VAMORI, 1.9 MILES GENERAL NORTHEASTERLY
 CG0773'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 CG0773'16 FEET AND IS NUMBERED 72, MIDWAY BETWEEN TWO SANDY WASHES, IN LINE
 CG0773'WITH A ROW OF POWER LINE POLES, 96 FEET EAST OF A POWER POLE, 41 FEET
 CG0773'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A
 CG0773'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CG0773'CONCRETE POST PROJECTING 6 INCHES.
 CG0773
 CG0773                          STATION RECOVERY (1977)
 CG0773
 CG0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0773'DELETE MILES GENERAL NORTHEASTERLY FROM A 4X4-INCH WHITE WOODEN
 CG0773'REFERENCE POST WHICH PROJECTS 16 FT AND IS NUMBERED 72.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0202 ***********************************************************************
 FQ0202  DESIGNATION -  X 341
 FQ0202  PID         -  FQ0202
 FQ0202  STATE/COUNTY-  AZ/COCONINO
 FQ0202  USGS QUAD   -  BABBITT WASH (1983)
 FQ0202
 FQ0202                         *CURRENT SURVEY CONTROL
 FQ0202  ___________________________________________________________________
 FQ0202* NAD 83(1986)-  35 09 07.     (N)    111 14 51.     (W)     SCALED    
 FQ0202* NAVD 88     -      1765.088  (meters)    5790.96   (feet)  ADJUSTED  
 FQ0202  ___________________________________________________________________
 FQ0202  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FQ0202  DYNAMIC HT  -        1762.702 (meters)    5783.13  (feet)  COMP
 FQ0202  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 FQ0202
 FQ0202  VERT ORDER  -  SECOND    CLASS 0
 FQ0202
 FQ0202.The horizontal coordinates were scaled from a topographic map and have
 FQ0202.an estimated accuracy of +/- 6 seconds.
 FQ0202
 FQ0202.The orthometric height was determined by differential leveling
 FQ0202.and adjusted in June 1991.
 FQ0202
 FQ0202.The geoid height was determined by GEOID03.
 FQ0202
 FQ0202.The dynamic height is computed by dividing the NAVD 88
 FQ0202.geopotential number by the normal gravity value computed on the
 FQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0202.degrees latitude (g = 980.6199 gals.).
 FQ0202
 FQ0202.The modeled gravity was interpolated from observed gravity values.
 FQ0202
 FQ0202;                    North         East    Units  Estimated Accuracy
 FQ0202;SPC AZ C     -   460,640.      274,330.      MT  (+/- 180 meters Scaled)
 FQ0202
 FQ0202                          SUPERSEDED SURVEY CONTROL
 FQ0202
 FQ0202  NGVD 29 (??/??/92) 1764.196  (m)         5788.03   (f) ADJ UNCH    2 0
 FQ0202
 FQ0202.Superseded values are not recommended for survey control.
 FQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0202.See file dsdata.txt to determine how the superseded data were derived.
 FQ0202
 FQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD774899(NAD 83)
 FQ0202_MARKER: DB = BENCH MARK DISK
 FQ0202_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0202_SP_SET: BEDROCK
 FQ0202_STAMPING: X 341 1958
 FQ0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0202+STABILITY: POSITION/ELEVATION WELL
 FQ0202
 FQ0202  HISTORY     - Date     Condition        Report By
 FQ0202  HISTORY     - 1958     MONUMENTED       CGS
 FQ0202  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0202
 FQ0202                          STATION DESCRIPTION
 FQ0202
 FQ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0202'25.0 MI E FROM FLAGSTAFF.
 FQ0202'24.85 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD
 FQ0202'DEPOT IN FLAGSTAFF, 0.2 MILE EAST OF MILEPOST NUMBER 240, 75 FEET
 FQ0202'SOUTH OF A FENCE, 6 FEET WEST OF A WITNESS POST AND CEMENTED IN A
 FQ0202'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FQ0202
 FQ0202                          STATION RECOVERY (1983)
 FQ0202
 FQ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0058 ***********************************************************************
 CH0058  DESIGNATION -  X 341
 CH0058  PID         -  CH0058
 CH0058  STATE/COUNTY-  AZ/PIMA
 CH0058  USGS QUAD   -  KUPK (1988)
 CH0058
 CH0058                         *CURRENT SURVEY CONTROL
 CH0058  ___________________________________________________________________
 CH0058* NAD 83(1986)-  31 53 46.     (N)    112 10 20.     (W)     SCALED    
 CH0058* NAVD 88     -       571.61   (+/-2cm)    1875.4    (feet)  VERTCON   
 CH0058  ___________________________________________________________________
 CH0058  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0058
 CH0058.The horizontal coordinates were scaled from a topographic map and have
 CH0058.an estimated accuracy of +/- 6 seconds.
 CH0058
 CH0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0058.The vertical order pertains to the NGVD 29 superseded value.
 CH0058
 CH0058.The geoid height was determined by GEOID03.
 CH0058
 CH0058;                    North         East    Units  Estimated Accuracy
 CH0058;SPC AZ C     -    99,380.      189,190.      MT  (+/- 180 meters Scaled)
 CH0058
 CH0058                          SUPERSEDED SURVEY CONTROL
 CH0058
 CH0058  NGVD 29 (??/??/92)  570.928  (m)         1873.12   (f) ADJ UNCH    2 0
 CH0058
 CH0058.Superseded values are not recommended for survey control.
 CH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0058.See file dsdata.txt to determine how the superseded data were derived.
 CH0058
 CH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA891295(NAD 83)
 CH0058_MARKER: DB = BENCH MARK DISK
 CH0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CH0058_SP_SET: CONCRETE BASE
 CH0058_STAMPING: X 341 1961
 CH0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CH0058
 CH0058  HISTORY     - Date     Condition        Report By
 CH0058  HISTORY     - 1961     MONUMENTED       CGS
 CH0058
 CH0058                          STATION DESCRIPTION
 CH0058
 CH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0058'1.85 MI W FROM CHUWUT MURK.
 CH0058'ABOUT 1.85 MILES WEST ALONG A TRAIL ROAD FROM THE STUCCO CHURCH AT
 CH0058'CHUWUT MURK, AN INDIAN VILLAGE.  OR ABOUT 3.2 MILES EAST ALONG A TRAIL
 CH0058'ROAD FROM THE STUCCO CHURCH AT KUPK, AN INDIAN VILLAGE.  89 YARDS
 CH0058'SOUTH OF THE CENTER LINE OF THE ROAD, 10 FEET NORTH OF THE NORTHEAST
 CH0058'LEG OF A METAL WINDMILL TOWER, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CH0058'THE TOP OF A CONCRETE BASE SUPPORTING THE NORTHEAST LEG OF A WATER
 CH0058'SUPPLY TANK - CONCRETE BASE PROJECTING 6 INCHES.  NOTE-- THIS MARK IS
 CH0058'1.2 MILES GENERAL WESTERLY DIRECTION FROM A 4X4-INCH WHITE WOODEN
 CH0058'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 63.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0916 ***********************************************************************
 DA0916  DESIGNATION -  X 342
 DA0916  PID         -  DA0916
 DA0916  STATE/COUNTY-  AZ/PIMA
 DA0916  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0916
 DA0916                         *CURRENT SURVEY CONTROL
 DA0916  ___________________________________________________________________
 DA0916* NAD 83(1986)-  32 06 37.     (N)    113 07 52.     (W)     SCALED    
 DA0916* NAVD 88     -       319.39   (+/-2cm)    1047.9    (feet)  VERTCON   
 DA0916  ___________________________________________________________________
 DA0916  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DA0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0916
 DA0916.The horizontal coordinates were scaled from a topographic map and have
 DA0916.an estimated accuracy of +/- 6 seconds.
 DA0916
 DA0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0916.The vertical order pertains to the NGVD 29 superseded value.
 DA0916
 DA0916.The geoid height was determined by GEOID03.
 DA0916
 DA0916;                    North         East    Units  Estimated Accuracy
 DA0916;SPC AZ C     -   123,740.       98,750.      MT  (+/- 180 meters Scaled)
 DA0916
 DA0916                          SUPERSEDED SURVEY CONTROL
 DA0916
 DA0916  NGVD 29 (??/??/92)  318.702  (m)         1045.61   (f) ADJ UNCH    2 0
 DA0916
 DA0916.Superseded values are not recommended for survey control.
 DA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0916.See file dsdata.txt to determine how the superseded data were derived.
 DA0916
 DA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA989546(NAD 83)
 DA0916_MARKER: DB = BENCH MARK DISK
 DA0916_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0916_SP_SET: 24 FT.
 DA0916_STAMPING: X 342 1961
 DA0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0916
 DA0916  HISTORY     - Date     Condition        Report By
 DA0916  HISTORY     - 1961     MONUMENTED       CGS
 DA0916  HISTORY     - 1962     GOOD             NGS
 DA0916  HISTORY     - 1969     MARK NOT FOUND   USGS
 DA0916
 DA0916                          STATION DESCRIPTION
 DA0916
 DA0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0916'31.65 MI SW FROM AJO.
 DA0916'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0916'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0916'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0916'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0916'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 12.1 MILES SOUTHWEST
 DA0916'ALONG A TRAIL ROAD, 2.3 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0916'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 52, 3.6 MILES
 DA0916'SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DA0916'FEET AND IS NUMBERED 51, 3.1 MILES SOUTHWEST OF AN ENTRANCE GATE TO
 DA0916'THE CABEZA PRIETA GAME REFUGE, 52 FEET SOUTHEAST OF THE CENTER LINE OF
 DA0916'THE TRAIL ROAD, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2
 DA0916'FEET ABOVE THE LEVEL OF THE TRAIL ROAD, CLAMPED ON A 5/8-INCH COPPER
 DA0916'COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A
 DA0916'6-INCH TILE PROJECTING 4 INCHES.
 DA0916
 DA0916                          STATION RECOVERY (1969)
 DA0916
 DA0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DA0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0258 ***********************************************************************
 ET0258  DESIGNATION -  X 342
 ET0258  PID         -  ET0258
 ET0258  STATE/COUNTY-  AZ/YAVAPAI
 ET0258  USGS QUAD   -  BUMBLE BEE (1969)
 ET0258
 ET0258                         *CURRENT SURVEY CONTROL
 ET0258  ___________________________________________________________________
 ET0258* NAD 83(1986)-  34 08 15.     (N)    112 08 55.     (W)     SCALED    
 ET0258* NAVD 88     -       830.37   (+/-2cm)    2724.3    (feet)  VERTCON   
 ET0258  ___________________________________________________________________
 ET0258  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 ET0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0258
 ET0258.The horizontal coordinates were scaled from a topographic map and have
 ET0258.an estimated accuracy of +/- 6 seconds.
 ET0258
 ET0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0258.The vertical order pertains to the NGVD 29 superseded value.
 ET0258
 ET0258.The geoid height was determined by GEOID03.
 ET0258
 ET0258;                    North         East    Units  Estimated Accuracy
 ET0258;SPC AZ C     -   347,930.      191,970.      MT  (+/- 180 meters Scaled)
 ET0258
 ET0258                          SUPERSEDED SURVEY CONTROL
 ET0258
 ET0258  NGVD 29 (??/??/92)  829.728  (m)         2722.20   (f) ADJ UNCH    2 0
 ET0258
 ET0258.Superseded values are not recommended for survey control.
 ET0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0258.See file dsdata.txt to determine how the superseded data were derived.
 ET0258
 ET0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940779(NAD 83)
 ET0258_MARKER: DB = BENCH MARK DISK
 ET0258_SETTING: 66 = SET IN ROCK OUTCROP
 ET0258_SP_SET: BEDROCK
 ET0258_STAMPING: X 342 1958
 ET0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0258+STABILITY: POSITION/ELEVATION WELL
 ET0258
 ET0258  HISTORY     - Date     Condition        Report By
 ET0258  HISTORY     - 1958     MONUMENTED       CGS
 ET0258  HISTORY     - 1959     GOOD             NGS
 ET0258
 ET0258                          STATION DESCRIPTION
 ET0258
 ET0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0258'5.35 MI N FROM BLACK CANYON.
 ET0258'5.35 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0258'CANYON, 0.5 MILE NORTH OF MILEPOST NUMBER 248, 48 FEET EAST OF THE
 ET0258'FENCE, 5 FEET NORTH OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN
 ET0258'BEDROCK THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0677 ***********************************************************************
 DV0677  DESIGNATION -  X 343
 DV0677  PID         -  DV0677
 DV0677  STATE/COUNTY-  AZ/MARICOPA
 DV0677  USGS QUAD   -  PHOENIX (1982)
 DV0677
 DV0677                         *CURRENT SURVEY CONTROL
 DV0677  ___________________________________________________________________
 DV0677* NAD 83(1986)-  33 27 38.     (N)    112 06 31.     (W)     SCALED    
 DV0677* NAVD 88     -       328.42   (+/-2cm)    1077.5    (feet)  VERTCON   
 DV0677  ___________________________________________________________________
 DV0677  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DV0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0677
 DV0677.The horizontal coordinates were scaled from a topographic map and have
 DV0677.an estimated accuracy of +/- 6 seconds.
 DV0677
 DV0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0677.The vertical order pertains to the NGVD 29 superseded value.
 DV0677
 DV0677.The geoid height was determined by GEOID03.
 DV0677
 DV0677;                    North         East    Units  Estimated Accuracy
 DV0677;SPC AZ C     -   272,840.      195,520.      MT  (+/- 180 meters Scaled)
 DV0677
 DV0677                          SUPERSEDED SURVEY CONTROL
 DV0677
 DV0677  NGVD 29 (??/??/92)  327.775  (m)         1075.38   (f) ADJ UNCH    2 0
 DV0677
 DV0677.Superseded values are not recommended for survey control.
 DV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0677.See file dsdata.txt to determine how the superseded data were derived.
 DV0677
 DV0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969028(NAD 83)
 DV0677_MARKER: DB = BENCH MARK DISK
 DV0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0677_STAMPING: X 343 1959
 DV0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0677+STABILITY: SURFACE MOTION
 DV0677
 DV0677  HISTORY     - Date     Condition        Report By
 DV0677  HISTORY     - 1959     MONUMENTED       CGS
 DV0677  HISTORY     - 1963     GOOD             NGS
 DV0677
 DV0677                          STATION DESCRIPTION
 DV0677
 DV0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DV0677'IN PHOENIX.
 DV0677'1.25 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF STATE
 DV0677'HIGHWAY 69 AND GRAND AVENUE IN PHOENIX, 0.45 MILE SOUTH OF MCDOWELL
 DV0677'ROAD OVERPASS OVER THE BLACK CANYON FREEWAY, 41.5 FEET WEST OF THE
 DV0677'CENTER OF THE SOUTH BOUND SERVICE ROAD, 0.5 FOOT EAST OF A FENCE, 1.3
 DV0677'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 DV0677'THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0891 ***********************************************************************
 DA0891  DESIGNATION -  X 344
 DA0891  PID         -  DA0891
 DA0891  STATE/COUNTY-  AZ/YUMA
 DA0891  USGS QUAD   -  LAS PLAYAS (1990)
 DA0891
 DA0891                         *CURRENT SURVEY CONTROL
 DA0891  ___________________________________________________________________
 DA0891* NAD 83(1986)-  32 04 49.     (N)    113 27 54.     (W)     SCALED    
 DA0891* NAVD 88     -       216.93   (+/-2cm)     711.7    (feet)  VERTCON   
 DA0891  ___________________________________________________________________
 DA0891  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DA0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0891
 DA0891.The horizontal coordinates were scaled from a topographic map and have
 DA0891.an estimated accuracy of +/- 6 seconds.
 DA0891
 DA0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0891.The vertical order pertains to the NGVD 29 superseded value.
 DA0891
 DA0891.The geoid height was determined by GEOID03.
 DA0891
 DA0891;                    North         East    Units  Estimated Accuracy
 DA0891;SPC AZ W     -   119,810.      240,270.      MT  (+/- 180 meters Scaled)
 DA0891
 DA0891                          SUPERSEDED SURVEY CONTROL
 DA0891
 DA0891  NGVD 29 (??/??/92)  216.246  (m)          709.47   (f) ADJ UNCH    2 0
 DA0891
 DA0891.Superseded values are not recommended for survey control.
 DA0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0891.See file dsdata.txt to determine how the superseded data were derived.
 DA0891
 DA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA673519(NAD 83)
 DA0891_MARKER: DB = BENCH MARK DISK
 DA0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0891_STAMPING: X 344 1961
 DA0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0891+STABILITY: SURFACE MOTION
 DA0891
 DA0891  HISTORY     - Date     Condition        Report By
 DA0891  HISTORY     - 1961     MONUMENTED       CGS
 DA0891  HISTORY     - 1962     GOOD             NGS
 DA0891
 DA0891                          STATION DESCRIPTION
 DA0891
 DA0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0891'13.8 MI SW FROM PAPAGO WELL.
 DA0891'ABOUT 8.9 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE CONCRETE WATER
 DA0891'TANK AT PAPAGO WELL.  THENCE 4.9 MILES NORTHWEST ALONG THE UNITED
 DA0891'STATES-MEXICO BORDER FENCE.  OR ABOUT 21.3 MILES SOUTHEAST ALONG A
 DA0891'TRAIL ROAD FROM THE WINDMILL AND GAME COMMISSION SHELTER AT TULE WELL,
 DA0891'0.3 MILE SOUTH SOUTHEAST AND 4.9 MILES NORTHWEST OF A 4X4-INCH WHITE
 DA0891'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 30, AT
 DA0891'THE EAST EDGE OF A SANDY KNOLL, 9 FEET SOUTH OF THE CENTER LINE OF THE
 DA0891'TRAIL ROAD, 1.4 FEET NORTH OF A FENCE, 2.2 FEET EAST OF A METAL
 DA0891'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD, AND SET
 DA0891'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0324 ***********************************************************************
 FQ0324  DESIGNATION -  X 344
 FQ0324  PID         -  FQ0324
 FQ0324  STATE/COUNTY-  AZ/COCONINO
 FQ0324  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0324
 FQ0324                         *CURRENT SURVEY CONTROL
 FQ0324  ___________________________________________________________________
 FQ0324* NAD 83(1986)-  35 10 40.     (N)    111 39 47.     (W)     SCALED    
 FQ0324* NAVD 88     -      2096.723  (meters)    6879.00   (feet)  ADJUSTED  
 FQ0324  ___________________________________________________________________
 FQ0324  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FQ0324  DYNAMIC HT  -        2093.738 (meters)    6869.21  (feet)  COMP
 FQ0324  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 FQ0324
 FQ0324  VERT ORDER  -  FIRST     CLASS II
 FQ0324
 FQ0324.The horizontal coordinates were scaled from a topographic map and have
 FQ0324.an estimated accuracy of +/- 6 seconds.
 FQ0324
 FQ0324.The orthometric height was determined by differential leveling
 FQ0324.and adjusted in June 1991.
 FQ0324.WARNING-Repeat measurements at this control monument indicate possible
 FQ0324.vertical movement.
 FQ0324
 FQ0324.The geoid height was determined by GEOID03.
 FQ0324
 FQ0324.The dynamic height is computed by dividing the NAVD 88
 FQ0324.geopotential number by the normal gravity value computed on the
 FQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0324.degrees latitude (g = 980.6199 gals.).
 FQ0324
 FQ0324.The modeled gravity was interpolated from observed gravity values.
 FQ0324
 FQ0324;                    North         East    Units  Estimated Accuracy
 FQ0324;SPC AZ C     -   463,330.      236,460.      MT  (+/- 180 meters Scaled)
 FQ0324
 FQ0324                          SUPERSEDED SURVEY CONTROL
 FQ0324
 FQ0324  NGVD 29 (??/??/92) 2095.696  (m)         6875.63   (f) ADJ UNCH    1 2
 FQ0324
 FQ0324.Superseded values are not recommended for survey control.
 FQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0324.See file dsdata.txt to determine how the superseded data were derived.
 FQ0324
 FQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD396929(NAD 83)
 FQ0324_MARKER: DB = BENCH MARK DISK
 FQ0324_SETTING: 80 = SET IN A BOULDER
 FQ0324_SP_SET: BOULDER
 FQ0324_STAMPING: X 344 1959
 FQ0324_MARK LOGO: CGS   
 FQ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0324+STABILITY: SURFACE MOTION
 FQ0324
 FQ0324  HISTORY     - Date     Condition        Report By
 FQ0324  HISTORY     - 1959     MONUMENTED       CGS
 FQ0324  HISTORY     - 1960     GOOD             NGS
 FQ0324  HISTORY     - 1982     GOOD             NGS
 FQ0324  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0324
 FQ0324                          STATION DESCRIPTION
 FQ0324
 FQ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0324'2.0 MI SW FROM FLAGSTAFF.
 FQ0324'0.7 MILES WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE
 FQ0324'RAILROAD STATION AT FLAGSTAFF, THENCE 1.1 MILES SOUTH ALONG U.S.
 FQ0324'HIGHWAY 89A, 0.2 MILE SOUTH OF MILEPOST NUMBER 402, 68 FEET WEST OF A
 FQ0324'LOGGING COMPANYS RAILROAD TRACK, 58 FEET WEST OF RAILROAD TRESTLE, 6
 FQ0324'FEET EAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN A LARGE
 FQ0324'BOULDER THAT PROJECTS 6 FEET.
 FQ0324
 FQ0324                          STATION RECOVERY (1960)
 FQ0324
 FQ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FQ0324'RECOVERED IN GOOD CONDITION.
 FQ0324
 FQ0324                          STATION RECOVERY (1982)
 FQ0324
 FQ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0324'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0324'0.6 KM (0.4 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0324'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, 0.2 KM
 FQ0324'(0.1 MI) SOUTHWEST OF THE Y JUNCTION OF INTERSTATE 17 AT ITS END, IN
 FQ0324'TOP OF A 6 BY 6 FOOT BOULDER PROJECTING 6 INCHES ABOVE THE GROUND, AT
 FQ0324'AN ABANDON WOODEN RAILROAD TRESTLE, 80.0 METERS (260.0 FT) NORTHWEST
 FQ0324'OF THE HIGHWAY CENTERLINE, 25.0 METERS (82.0 FT) WEST OF THE OLD
 FQ0324'RAILROAD GRADE, 65.0 METERS (213.0 FT) WEST OF THE WEST END OF A 10 BY
 FQ0324'20 FOOT BOX CULVERT, 9.0 METERS (29.5 FT) NORTHWEST OF A FENCE LINE.
 FQ0324'THE MARK IS 2.0 METERS  E FROM A WITNESS POST.
 FQ0324'THE MARK IS 2.0 M ABOVE THE RAILROAD GRADE.
 FQ0324
 FQ0324                          STATION RECOVERY (2005)
 FQ0324
 FQ0324'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0324'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0867 ***********************************************************************
 DA0867  DESIGNATION -  X 345
 DA0867  PID         -  DA0867
 DA0867  STATE/COUNTY-  AZ/PIMA
 DA0867  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0867
 DA0867                         *CURRENT SURVEY CONTROL
 DA0867  ___________________________________________________________________
 DA0867* NAD 83(1986)-  32 24 08.     (N)    113 11 56.     (W)     SCALED    
 DA0867* NAVD 88     -       225.47   (+/-2cm)     739.7    (feet)  VERTCON   
 DA0867  ___________________________________________________________________
 DA0867  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DA0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0867
 DA0867.The horizontal coordinates were scaled from a topographic map and have
 DA0867.an estimated accuracy of +/- 6 seconds.
 DA0867
 DA0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0867.The vertical order pertains to the NGVD 29 superseded value.
 DA0867
 DA0867.The geoid height was determined by GEOID03.
 DA0867
 DA0867;                    North         East    Units  Estimated Accuracy
 DA0867;SPC AZ C     -   156,190.       92,740.      MT  (+/- 180 meters Scaled)
 DA0867
 DA0867                          SUPERSEDED SURVEY CONTROL
 DA0867
 DA0867  NGVD 29 (??/??/92)  224.827  (m)          737.62   (f) ADJ UNCH    2 0
 DA0867
 DA0867.Superseded values are not recommended for survey control.
 DA0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0867.See file dsdata.txt to determine how the superseded data were derived.
 DA0867
 DA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA931871(NAD 83)
 DA0867_MARKER: DB = BENCH MARK DISK
 DA0867_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0867_SP_SET: 16 FT.
 DA0867_STAMPING: X 345 1961
 DA0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0867
 DA0867  HISTORY     - Date     Condition        Report By
 DA0867  HISTORY     - 1961     MONUMENTED       CGS
 DA0867  HISTORY     - 1962     GOOD             NGS
 DA0867
 DA0867                          STATION DESCRIPTION
 DA0867
 DA0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0867'8.75 MI S FROM TONY TANK.
 DA0867'ABOUT 8.75 MILES SOUTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0867'TONY TANK, 0.5 MILE SOUTH-SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0867'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 44, 1.4 MILES
 DA0867'SOUTH OF THE FISH AND GAME COMMISSION SIGN MARKING THE NORTH BOUNDARY
 DA0867'OF THE GAME REFUGE, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8
 DA0867'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED
 DA0867'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 DA0867'OF 16 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0100 ***********************************************************************
 FQ0100  DESIGNATION -  X 345
 FQ0100  PID         -  FQ0100
 FQ0100  STATE/COUNTY-  AZ/NAVAJO
 FQ0100  USGS QUAD   -  WINSLOW (1986)
 FQ0100
 FQ0100                         *CURRENT SURVEY CONTROL
 FQ0100  ___________________________________________________________________
 FQ0100* NAD 83(1986)-  35 00 37.     (N)    110 40 01.     (W)     SCALED    
 FQ0100* NAVD 88     -      1481.390  (meters)    4860.19   (feet)  ADJUSTED  
 FQ0100  ___________________________________________________________________
 FQ0100  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FQ0100  DYNAMIC HT  -        1479.431 (meters)    4853.77  (feet)  COMP
 FQ0100  MODELED GRAV-     979,260.2   (mgal)                       NAVD 88
 FQ0100
 FQ0100  VERT ORDER  -  SECOND    CLASS 0
 FQ0100
 FQ0100.The horizontal coordinates were scaled from a topographic map and have
 FQ0100.an estimated accuracy of +/- 6 seconds.
 FQ0100
 FQ0100.The orthometric height was determined by differential leveling
 FQ0100.and adjusted in June 1991.
 FQ0100
 FQ0100.The geoid height was determined by GEOID03.
 FQ0100
 FQ0100.The dynamic height is computed by dividing the NAVD 88
 FQ0100.geopotential number by the normal gravity value computed on the
 FQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0100.degrees latitude (g = 980.6199 gals.).
 FQ0100
 FQ0100.The modeled gravity was interpolated from observed gravity values.
 FQ0100
 FQ0100;                    North         East    Units  Estimated Accuracy
 FQ0100;SPC AZ E     -   444,830.      167,700.      MT  (+/- 180 meters Scaled)
 FQ0100
 FQ0100                          SUPERSEDED SURVEY CONTROL
 FQ0100
 FQ0100  NGVD 29 (??/??/92) 1480.644  (m)         4857.75   (f) ADJ UNCH    2 0
 FQ0100
 FQ0100.Superseded values are not recommended for survey control.
 FQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0100.See file dsdata.txt to determine how the superseded data were derived.
 FQ0100
 FQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD303742(NAD 83)
 FQ0100_MARKER: DB = BENCH MARK DISK
 FQ0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0100_SP_SET: BRIDGE
 FQ0100_STAMPING: X 345 1959
 FQ0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0100
 FQ0100  HISTORY     - Date     Condition        Report By
 FQ0100  HISTORY     - 1959     MONUMENTED       CGS
 FQ0100  HISTORY     - 1964     GOOD             NGS
 FQ0100  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0100  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 FQ0100
 FQ0100                          STATION DESCRIPTION
 FQ0100
 FQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0100'2.0 MI E FROM WINSLOW.
 FQ0100'2.0 MILES EAST ALONG U. S. HIGHWAY 66 FROM THE INTERSECTION OF
 FQ0100'WILLIAMSON STREET AND U. S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF
 FQ0100'THE POST OFFICE AT WINSLOW, NAVAJO COUNTY, CEMENTED IN A DRILL HOLE IN
 FQ0100'THE SOUTH HEADWALL OF A BRIDGE, 21 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0100'EASTBOUND LANE, AND 2 FEET WEST OF THE EAST END OF THE BRIDGE.
 FQ0100
 FQ0100                          STATION RECOVERY (1964)
 FQ0100
 FQ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FQ0100'RECOVERED IN GOOD CONDITION.
 FQ0100
 FQ0100                          STATION RECOVERY (1983)
 FQ0100
 FQ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0100'MARK NOT FOUND.
 FQ0100
 FQ0100                          STATION RECOVERY (2003)
 FQ0100
 FQ0100'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 FQ0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0023 ***********************************************************************
 DB0023  DESIGNATION -  X 346
 DB0023  PID         -  DB0023
 DB0023  STATE/COUNTY-  AZ/YUMA
 DB0023  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0023
 DB0023                         *CURRENT SURVEY CONTROL
 DB0023  ___________________________________________________________________
 DB0023* NAD 83(1986)-  32 17 53.     (N)    114 00 31.     (W)     SCALED    
 DB0023* NAVD 88     -       333.44   (+/-2cm)    1094.0    (feet)  VERTCON   
 DB0023  ___________________________________________________________________
 DB0023  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0023
 DB0023.The horizontal coordinates were scaled from a topographic map and have
 DB0023.an estimated accuracy of +/- 6 seconds.
 DB0023
 DB0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0023.The vertical order pertains to the NGVD 29 superseded value.
 DB0023
 DB0023.The geoid height was determined by GEOID03.
 DB0023
 DB0023;                    North         East    Units  Estimated Accuracy
 DB0023;SPC AZ W     -   143,950.      189,000.      MT  (+/- 180 meters Scaled)
 DB0023
 DB0023                          SUPERSEDED SURVEY CONTROL
 DB0023
 DB0023  NGVD 29 (??/??/??)  332.752  (m)         1091.70   (f) ADJUSTED    2 0
 DB0023
 DB0023.Superseded values are not recommended for survey control.
 DB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0023.See file dsdata.txt to determine how the superseded data were derived.
 DB0023
 DB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR816774(NAD 83)
 DB0023_MARKER: DB = BENCH MARK DISK
 DB0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0023_STAMPING: X 346 1961
 DB0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0023+STABILITY: SURFACE MOTION
 DB0023
 DB0023  HISTORY     - Date     Condition        Report By
 DB0023  HISTORY     - 1961     MONUMENTED       CGS
 DB0023  HISTORY     - 1962     GOOD             NGS
 DB0023
 DB0023                          STATION DESCRIPTION
 DB0023
 DB0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0023'17.1 MI W FROM TULE WELL.
 DB0023'ABOUT 17.1 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0023'GAME COMMISSION SHELTER AT TULE WELL, 0.7 MILE WEST OF A 4 X 4-INCH
 DB0023'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DB0023'NUMBERED 16, 17 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD,
 DB0023'2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DB0023'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0950 ***********************************************************************
 DA0950  DESIGNATION -  X 347
 DA0950  PID         -  DA0950
 DA0950  STATE/COUNTY-  AZ/YUMA
 DA0950  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0950
 DA0950                         *CURRENT SURVEY CONTROL
 DA0950  ___________________________________________________________________
 DA0950* NAD 83(1986)-  32 17 38.     (N)    113 50 13.     (W)     SCALED    
 DA0950* NAVD 88     -       443.10   (+/-2cm)    1453.7    (feet)  VERTCON   
 DA0950  ___________________________________________________________________
 DA0950  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DA0950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0950
 DA0950.The horizontal coordinates were scaled from a topographic map and have
 DA0950.an estimated accuracy of +/- 6 seconds.
 DA0950
 DA0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0950.The vertical order pertains to the NGVD 29 superseded value.
 DA0950
 DA0950.The geoid height was determined by GEOID03.
 DA0950
 DA0950;                    North         East    Units  Estimated Accuracy
 DA0950;SPC AZ W     -   143,460.      205,170.      MT  (+/- 180 meters Scaled)
 DA0950
 DA0950                          SUPERSEDED SURVEY CONTROL
 DA0950
 DA0950  NGVD 29 (??/??/92)  442.393  (m)         1451.42   (f) ADJ UNCH    2 0
 DA0950
 DA0950.Superseded values are not recommended for survey control.
 DA0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0950.See file dsdata.txt to determine how the superseded data were derived.
 DA0950
 DA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA328765(NAD 83)
 DA0950_MARKER: DB = BENCH MARK DISK
 DA0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0950_SP_SET: BASE
 DA0950_STAMPING: X 347 1961
 DA0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0950
 DA0950  HISTORY     - Date     Condition        Report By
 DA0950  HISTORY     - 1961     MONUMENTED       CGS
 DA0950  HISTORY     - 1962     GOOD             NGS
 DA0950
 DA0950                          STATION DESCRIPTION
 DA0950
 DA0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0950'9.3 MI NW FROM TULE WELL.
 DA0950'ABOUT 3.3 MILE WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0950'COMMISSION SHELTER AT TULE WELL.  THENCE 6.0 MILES NORTHWEST ALONG A
 DA0950'DIM TRAIL ROAD, 1.0 MILE SOUTH SOUTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0950'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 3, 142 FEET EAST
 DA0950'OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 6 FEET ABOVE THE LEVEL OF
 DA0950'THE TRAIL ROAD, AND SET FLUSH WITH THE WEST SLOPE AND AT THE BASE OF A
 DA0950'ROCK KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0284 ***********************************************************************
 CG0284  DESIGNATION -  X 347
 CG0284  PID         -  CG0284
 CG0284  STATE/COUNTY-  AZ/PIMA
 CG0284  USGS QUAD   -  GREEN VALLEY (1981)
 CG0284
 CG0284                         *CURRENT SURVEY CONTROL
 CG0284  ___________________________________________________________________
 CG0284* NAD 83(1986)-  31 51 25.     (N)    110 59 34.     (W)     SCALED    
 CG0284* NAVD 88     -       879.08   (+/-2cm)    2884.1    (feet)  VERTCON   
 CG0284  ___________________________________________________________________
 CG0284  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0284
 CG0284.The horizontal coordinates were scaled from a topographic map and have
 CG0284.an estimated accuracy of +/- 6 seconds.
 CG0284
 CG0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0284.The vertical order pertains to the NGVD 29 superseded value.
 CG0284
 CG0284.The geoid height was determined by GEOID03.
 CG0284
 CG0284;                    North         East    Units  Estimated Accuracy
 CG0284;SPC AZ C     -    95,380.      300,790.      MT  (+/- 180 meters Scaled)
 CG0284
 CG0284                          SUPERSEDED SURVEY CONTROL
 CG0284
 CG0284  NGVD 29 (??/??/92)  878.343  (m)         2881.70   (f) ADJ UNCH    2 0
 CG0284
 CG0284.Superseded values are not recommended for survey control.
 CG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0284.See file dsdata.txt to determine how the superseded data were derived.
 CG0284
 CG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA006245(NAD 83)
 CG0284_MARKER: DB = BENCH MARK DISK
 CG0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0284_SP_SET: BRIDGE
 CG0284_STAMPING: X 347 1959
 CG0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0284
 CG0284  HISTORY     - Date     Condition        Report By
 CG0284  HISTORY     - 1959     MONUMENTED       CGS
 CG0284  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0284
 CG0284                          STATION DESCRIPTION
 CG0284
 CG0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0284'7.6 MI S FROM SAHUARITA.
 CG0284'7.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0284'SAHUARITA, 0.45 MILE SOUTH OF MILEPOST 41, 23 FEET WEST OF THE CENTER
 CG0284'OF THE HIGHWAY, 5 FEET SOUTH OF THE WITNESS POST, CEMENTED IN A DRILL
 CG0284'HOLE OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE.
 CG0284
 CG0284                          STATION RECOVERY (1976)
 CG0284
 CG0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0026 ***********************************************************************
 DB0026  DESIGNATION -  X 348
 DB0026  PID         -  DB0026
 DB0026  STATE/COUNTY-  AZ/YUMA
 DB0026  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB0026
 DB0026                         *CURRENT SURVEY CONTROL
 DB0026  ___________________________________________________________________
 DB0026* NAD 83(1986)-  32 28 31.     (N)    114 18 16.     (W)     SCALED    
 DB0026* NAVD 88     -       205.52   (+/-2cm)     674.3    (feet)  VERTCON   
 DB0026  ___________________________________________________________________
 DB0026  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DB0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0026
 DB0026.The horizontal coordinates were scaled from a topographic map and have
 DB0026.an estimated accuracy of +/- 6 seconds.
 DB0026
 DB0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0026.The vertical order pertains to the NGVD 29 superseded value.
 DB0026
 DB0026.The geoid height was determined by GEOID03.
 DB0026
 DB0026;                    North         East    Units  Estimated Accuracy
 DB0026;SPC AZ W     -   163,710.      161,240.      MT  (+/- 180 meters Scaled)
 DB0026
 DB0026                          SUPERSEDED SURVEY CONTROL
 DB0026
 DB0026  NGVD 29 (??/??/??)  204.842  (m)          672.05   (f) ADJUSTED    2 0
 DB0026
 DB0026.Superseded values are not recommended for survey control.
 DB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0026.See file dsdata.txt to determine how the superseded data were derived.
 DB0026
 DB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR533963(NAD 83)
 DB0026_MARKER: DB = BENCH MARK DISK
 DB0026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0026_SP_SET: 16 FEET
 DB0026_STAMPING: X 348 1962
 DB0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0026
 DB0026  HISTORY     - Date     Condition        Report By
 DB0026  HISTORY     - 1962     MONUMENTED       CGS
 DB0026  HISTORY     - 20050205 GOOD             NGS
 DB0026
 DB0026                          STATION DESCRIPTION
 DB0026
 DB0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0026'24.2 MI SSW FROM LIGURTA.
 DB0026'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0026'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0026'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0026'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0026'A WASH, THENCE 5.1 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 1.55
 DB0026'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0026'PROJECTS 16 FEET AND IS NUMBER 11, 72 YARDS NORTHWEST OF A SANDY
 DB0026'WASH WITH SCATTERED TREES ALONG THE WASH, 22 FEET SOUTHWEST OF
 DB0026'THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A METAL
 DB0026'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 DB0026'AND CLAMPED ON THE TOP OF A COPPER COATED ROD WHICH IS DRIVEN
 DB0026'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 DB0026'1 FOOT.
 DB0026
 DB0026                          STATION RECOVERY (2005)
 DB0026
 DB0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (CM)
 DB0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1193 ***********************************************************************
 CZ1193  DESIGNATION -  X 348
 CZ1193  PID         -  CZ1193
 CZ1193  STATE/COUNTY-  AZ/PINAL
 CZ1193  USGS QUAD   -  CHUICHU (1992)
 CZ1193
 CZ1193                         *CURRENT SURVEY CONTROL
 CZ1193  ___________________________________________________________________
 CZ1193* NAD 83(1986)-  32 49 42.     (N)    111 50 36.     (W)     SCALED    
 CZ1193* NAVD 88     -       420.77   (+/-2cm)    1380.5    (feet)  VERTCON   
 CZ1193  ___________________________________________________________________
 CZ1193  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ1193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1193
 CZ1193.The horizontal coordinates were scaled from a topographic map and have
 CZ1193.an estimated accuracy of +/- 6 seconds.
 CZ1193
 CZ1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1193.The vertical order pertains to the NGVD 29 superseded value.
 CZ1193
 CZ1193.The geoid height was determined by GEOID03.
 CZ1193
 CZ1193;                    North         East    Units  Estimated Accuracy
 CZ1193;SPC AZ C     -   202,720.      220,230.      MT  (+/- 180 meters Scaled)
 CZ1193
 CZ1193                          SUPERSEDED SURVEY CONTROL
 CZ1193
 CZ1193  NGVD 29 (??/??/92)  420.152  (m)         1378.45   (f) ADJ UNCH    2 0
 CZ1193
 CZ1193.Superseded values are not recommended for survey control.
 CZ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1193.See file dsdata.txt to determine how the superseded data were derived.
 CZ1193
 CZ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB210325(NAD 83)
 CZ1193_MARKER: DB = BENCH MARK DISK
 CZ1193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1193_SP_SET: STOVEPIPE
 CZ1193_STAMPING: X 348 1960
 CZ1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1193
 CZ1193  HISTORY     - Date     Condition        Report By
 CZ1193  HISTORY     - 1960     MONUMENTED       CGS
 CZ1193  HISTORY     - 1966     GOOD             NGS
 CZ1193
 CZ1193                          STATION DESCRIPTION
 CZ1193
 CZ1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1193'8.7 MI SW FROM CASA GRANDE.
 CZ1193'4.1 MILES WEST ON STATE HIGHWAY 84 FROM THE POST OFFICE AT CASA
 CZ1193'GRANDE, THENCE 3.6 MILES SOUTH ON BIANCO ROAD TO NEW HIGHWAY, THENCE
 CZ1193'1.0 MILE WEST ON NEW HIGHWAY, 60.0 FEET WEST OF DIRT ROAD, 3.0 FEET
 CZ1193'EAST OF WITNESS POST, SET IN TOP OF 6-INCH CONCRETE-FILLED STOVEPIPE
 CZ1193'PROJECTING 6 INCHES.
 CZ1193
 CZ1193                          STATION RECOVERY (1966)
 CZ1193
 CZ1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0092 ***********************************************************************
 DB0092  DESIGNATION -  X 349
 DB0092  PID         -  DB0092
 DB0092  STATE/COUNTY-  AZ/YUMA
 DB0092  USGS QUAD   -  WELLTON SE (1965)
 DB0092
 DB0092                         *CURRENT SURVEY CONTROL
 DB0092  ___________________________________________________________________
 DB0092* NAD 83(1986)-  32 33 42.     (N)    114 04 21.     (W)     SCALED    
 DB0092* NAVD 88     -       176.52   (+/-2cm)     579.1    (feet)  VERTCON   
 DB0092  ___________________________________________________________________
 DB0092  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DB0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0092
 DB0092.The horizontal coordinates were scaled from a topographic map and have
 DB0092.an estimated accuracy of +/- 6 seconds.
 DB0092
 DB0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0092.The vertical order pertains to the NGVD 29 superseded value.
 DB0092
 DB0092.The geoid height was determined by GEOID03.
 DB0092
 DB0092;                    North         East    Units  Estimated Accuracy
 DB0092;SPC AZ W     -   173,200.      183,080.      MT  (+/- 180 meters Scaled)
 DB0092
 DB0092                          SUPERSEDED SURVEY CONTROL
 DB0092
 DB0092  NGVD 29 (??/??/??)  175.849  (m)          576.93   (f) ADJUSTED    2 0
 DB0092
 DB0092.Superseded values are not recommended for survey control.
 DB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0092.See file dsdata.txt to determine how the superseded data were derived.
 DB0092
 DB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS748064(NAD 83)
 DB0092_MARKER: DB = BENCH MARK DISK
 DB0092_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0092_SP_SET: 6 1/2 FEET
 DB0092_STAMPING: X 349 1961
 DB0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0092
 DB0092  HISTORY     - Date     Condition        Report By
 DB0092  HISTORY     - 1961     MONUMENTED       CGS
 DB0092  HISTORY     - 1962     GOOD             NGS
 DB0092
 DB0092                          STATION DESCRIPTION
 DB0092
 DB0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0092'10.3 MI SE FROM WELLTON.
 DB0092'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0092'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0092'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0092'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0092'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 6.6 MILES SOUTHEAST
 DB0092'ALONG A TRAIL ROAD, 2.6 MILES SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0092'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0092'ABOUT 1.3 MILES NORTH OF A LONE DARK ROCK HILL, 43 FEET SOUTHWEST
 DB0092'OF THE CENTER LINE OF THE TRAIL ROAD, 3.3 MILES SOUTHWEST OF A
 DB0092'METAL WITNESS POST, AND CLAMPED ON A COPPER COATED ROD WHICH IS
 DB0092'DRIVEN TO A DEPTH OF 6 1/2 FEET AND IS ENCASED IN A 4-INCH TILE
 DB0092'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0166 ***********************************************************************
 CZ0166  DESIGNATION -  X 349
 CZ0166  PID         -  CZ0166
 CZ0166  STATE/COUNTY-  AZ/PIMA
 CZ0166  USGS QUAD   -  TUCSON SW (1992)
 CZ0166
 CZ0166                         *CURRENT SURVEY CONTROL
 CZ0166  ___________________________________________________________________
 CZ0166* NAD 83(1986)-  32 06 19.     (N)    110 59 41.     (W)     SCALED    
 CZ0166* NAVD 88     -       764.32   (+/-2cm)    2507.6    (feet)  VERTCON   
 CZ0166  ___________________________________________________________________
 CZ0166  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CZ0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0166
 CZ0166.The horizontal coordinates were scaled from a topographic map and have
 CZ0166.an estimated accuracy of +/- 6 seconds.
 CZ0166
 CZ0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0166.The vertical order pertains to the NGVD 29 superseded value.
 CZ0166
 CZ0166.The geoid height was determined by GEOID03.
 CZ0166
 CZ0166;                    North         East    Units  Estimated Accuracy
 CZ0166;SPC AZ C     -   122,910.      300,370.      MT  (+/- 180 meters Scaled)
 CZ0166
 CZ0166                          SUPERSEDED SURVEY CONTROL
 CZ0166
 CZ0166  NGVD 29 (??/??/92)  763.666  (m)         2505.46   (f) ADJ UNCH    2 0
 CZ0166
 CZ0166.Superseded values are not recommended for survey control.
 CZ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0166.See file dsdata.txt to determine how the superseded data were derived.
 CZ0166
 CZ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA004521(NAD 83)
 CZ0166_MARKER: DB = BENCH MARK DISK
 CZ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0166_STAMPING: K 349 1960
 CZ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0166+STABILITY: SURFACE MOTION
 CZ0166
 CZ0166  HISTORY     - Date     Condition        Report By
 CZ0166  HISTORY     - 1960     MONUMENTED       CGS
 CZ0166  HISTORY     - 19950120 GOOD             USPSQD
 CZ0166  HISTORY     - 20020403 GOOD             USPSQD
 CZ0166
 CZ0166                          STATION DESCRIPTION
 CZ0166
 CZ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0166'IN TUCSON.
 CZ0166'1.5 MILES SOUTH ON U. S. HIGHWAY 89 FROM THE POST OFFICE AT EMERY
 CZ0166'PARK, THENCE 0.5 MILE WEST ON EAST LOS REALES ROAD, THENCE SOUTHWEST
 CZ0166'ON SAN XAVIER ROAD TO THE SANTA CRUZ RIVER BRIDGE, 12 FEET NORTHWEST
 CZ0166'OF CENTER OF THE BRIDGE, 6 FEET NORTHEAST OF THE SOUTHWEST END.
 CZ0166
 CZ0166                          STATION RECOVERY (1995)
 CZ0166
 CZ0166'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0166'RECOVERED IN GOOD CONDITION.
 CZ0166
 CZ0166                          STATION RECOVERY (2002)
 CZ0166
 CZ0166'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0309 ***********************************************************************
 ER0309  DESIGNATION -  X 35
 ER0309  PID         -  ER0309
 ER0309  STATE/COUNTY-  AZ/APACHE
 ER0309  USGS QUAD   -  STINKING SPRINGS (1982)
 ER0309
 ER0309                         *CURRENT SURVEY CONTROL
 ER0309  ___________________________________________________________________
 ER0309* NAD 83(1986)-  34 33 15.     (N)    109 37 20.     (W)     SCALED    
 ER0309* NAVD 88     -      1717.920  (meters)    5636.21   (feet)  ADJUSTED  
 ER0309  ___________________________________________________________________
 ER0309  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 ER0309  DYNAMIC HT  -        1715.472 (meters)    5628.18  (feet)  COMP
 ER0309  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 ER0309
 ER0309  VERT ORDER  -  SECOND    CLASS 0
 ER0309
 ER0309.The horizontal coordinates were scaled from a topographic map and have
 ER0309.an estimated accuracy of +/- 6 seconds.
 ER0309
 ER0309.The orthometric height was determined by differential leveling
 ER0309.and adjusted in June 1991.
 ER0309
 ER0309.The geoid height was determined by GEOID03.
 ER0309
 ER0309.The dynamic height is computed by dividing the NAVD 88
 ER0309.geopotential number by the normal gravity value computed on the
 ER0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0309.degrees latitude (g = 980.6199 gals.).
 ER0309
 ER0309.The modeled gravity was interpolated from observed gravity values.
 ER0309
 ER0309;                    North         East    Units  Estimated Accuracy
 ER0309;SPC AZ E     -   394,260.      263,330.      MT  (+/- 180 meters Scaled)
 ER0309
 ER0309                          SUPERSEDED SURVEY CONTROL
 ER0309
 ER0309  NGVD 29 (??/??/92) 1717.074  (m)         5633.43   (f) ADJ UNCH    2 0
 ER0309
 ER0309.Superseded values are not recommended for survey control.
 ER0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0309.See file dsdata.txt to determine how the superseded data were derived.
 ER0309
 ER0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD264244(NAD 83)
 ER0309_MARKER: DB = BENCH MARK DISK
 ER0309_SETTING: 66 = SET IN ROCK OUTCROP
 ER0309_SP_SET: SANDSTONE ROCK
 ER0309_STAMPING: X 35 1934
 ER0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0309+STABILITY: POSITION/ELEVATION WELL
 ER0309
 ER0309  HISTORY     - Date     Condition        Report By
 ER0309  HISTORY     - 1934     MONUMENTED       CGS
 ER0309
 ER0309                          STATION DESCRIPTION
 ER0309
 ER0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0309'5.9 MI N FROM CONCHO.
 ER0309'5.9 MILES NORTH ALONG U.S. HIGHWAY 260 FROM CONCHO, APACHE COUNTY, AT
 ER0309'AN ANGLE IN THE HIGHWAY BETWEEN SANDSTONE OUTCROPS, 24 FEET WEST OF
 ER0309'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A FLAT SANDSTONE
 ER0309'ROCK.  A STANDARD DISK, STAMPED X 35 1934
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0984 ***********************************************************************
 DA0984  DESIGNATION -  X 350
 DA0984  PID         -  DA0984
 DA0984  STATE/COUNTY-  AZ/YUMA
 DA0984  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0984
 DA0984                         *CURRENT SURVEY CONTROL
 DA0984  ___________________________________________________________________
 DA0984* NAD 83(1986)-  32 18 33.     (N)    113 39 49.     (W)     SCALED    
 DA0984* NAVD 88     -       273.80   (+/-2cm)     898.3    (feet)  VERTCON   
 DA0984  ___________________________________________________________________
 DA0984  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DA0984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0984
 DA0984.The horizontal coordinates were scaled from a topographic map and have
 DA0984.an estimated accuracy of +/- 6 seconds.
 DA0984
 DA0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0984.The vertical order pertains to the NGVD 29 superseded value.
 DA0984
 DA0984.The geoid height was determined by GEOID03.
 DA0984
 DA0984;                    North         East    Units  Estimated Accuracy
 DA0984;SPC AZ W     -   145,160.      221,500.      MT  (+/- 180 meters Scaled)
 DA0984
 DA0984                          SUPERSEDED SURVEY CONTROL
 DA0984
 DA0984  NGVD 29 (??/??/92)  273.118  (m)          896.05   (f) ADJ UNCH    2 0
 DA0984
 DA0984.Superseded values are not recommended for survey control.
 DA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0984.See file dsdata.txt to determine how the superseded data were derived.
 DA0984
 DA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA492778(NAD 83)
 DA0984_MARKER: DB = BENCH MARK DISK
 DA0984_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA0984_SP_SET: 8 FT
 DA0984_STAMPING: X 350 1962
 DA0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0984
 DA0984  HISTORY     - Date     Condition        Report By
 DA0984  HISTORY     - 1962     MONUMENTED       CGS
 DA0984
 DA0984                          STATION DESCRIPTION
 DA0984
 DA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0984'10.2 MI NE FROM TULE WELL.
 DA0984'ABOUT 10.2 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0984'COMMISSION SHELTER AT TULE WELL.  0.9 MILE NORTH OF A 4X4-INCH WHITE
 DA0984'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 26, 14
 DA0984'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A METAL
 DA0984'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE
 DA0984'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8
 DA0984'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0157 ***********************************************************************
 DB0157  DESIGNATION -  X 351
 DB0157  PID         -  DB0157
 DB0157  STATE/COUNTY-  AZ/YUMA
 DB0157  USGS QUAD   -  WELLTON (1982)
 DB0157
 DB0157                         *CURRENT SURVEY CONTROL
 DB0157  ___________________________________________________________________
 DB0157* NAD 83(1986)-  32 38 12.     (N)    114 08 30.     (W)     SCALED    
 DB0157* NAVD 88     -       101.51   (+/-2cm)     333.0    (feet)  VERTCON   
 DB0157  ___________________________________________________________________
 DB0157  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DB0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0157
 DB0157.The horizontal coordinates were scaled from a topographic map and have
 DB0157.an estimated accuracy of +/- 6 seconds.
 DB0157
 DB0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0157.The vertical order pertains to the NGVD 29 superseded value.
 DB0157
 DB0157.The geoid height was determined by GEOID03.
 DB0157
 DB0157;                    North         East    Units  Estimated Accuracy
 DB0157;SPC AZ W     -   181,540.      176,610.      MT  (+/- 180 meters Scaled)
 DB0157
 DB0157                          SUPERSEDED SURVEY CONTROL
 DB0157
 DB0157  NGVD 29 (??/??/??)  100.866  (m)          330.92   (f) ADJUSTED    2 0
 DB0157
 DB0157.Superseded values are not recommended for survey control.
 DB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0157.See file dsdata.txt to determine how the superseded data were derived.
 DB0157
 DB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS681146(NAD 83)
 DB0157_MARKER: DD = SURVEY DISK
 DB0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0157_SP_SET: FOUNDATION
 DB0157_STAMPING: X 351 1962
 DB0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0157
 DB0157  HISTORY     - Date     Condition        Report By
 DB0157  HISTORY     - 1962     MONUMENTED       BOR
 DB0157  HISTORY     - 1962     GOOD             NGS
 DB0157
 DB0157                          STATION DESCRIPTION
 DB0157
 DB0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0157'2.5 MI S FROM WELLTON.
 DB0157'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0157'PACIFIC RAILROAD STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0157'A GRAVELED ROAD, 1.15 MILES WEST-SOUTHWEST OF A 4 X 4-INCH WHITE
 DB0157'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED
 DB0157'8, 86 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 52 FEET
 DB0157'SOUTH OF THE CENTER LINE OF A DIRT ROAD ON THE TOP OF A LEVEE
 DB0157'ON THE NORTH SIDE OF A CANAL, IN THE TOP OF THE WEST EDGE OF A
 DB0157'CONCRETE WALKWAY OF A FLOODGATE, 5 FEET WEST OF A WATER GAUGE
 DB0157'ON THE EAST SIDE OF THE FLOODGATE, 5 INCHES EAST OF A PIPE RAILING,
 DB0157'ABOUT 6 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET
 DB0157'DIRECTLY OVER THE MIDDLE CONCRETE FLOODGATE FOUNDATION WHICH
 DB0157'EXTENDS DOWNWARD INTO A CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1015 ***********************************************************************
 DA1015  DESIGNATION -  X 352
 DA1015  PID         -  DA1015
 DA1015  STATE/COUNTY-  AZ/YUMA
 DA1015  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA1015
 DA1015                         *CURRENT SURVEY CONTROL
 DA1015  ___________________________________________________________________
 DA1015* NAD 83(1986)-  32 25 46.     (N)    113 39 24.     (W)     SCALED    
 DA1015* NAVD 88     -       221.80   (+/-2cm)     727.7    (feet)  VERTCON   
 DA1015  ___________________________________________________________________
 DA1015  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DA1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1015
 DA1015.The horizontal coordinates were scaled from a topographic map and have
 DA1015.an estimated accuracy of +/- 6 seconds.
 DA1015
 DA1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1015.The vertical order pertains to the NGVD 29 superseded value.
 DA1015
 DA1015.The geoid height was determined by GEOID03.
 DA1015
 DA1015;                    North         East    Units  Estimated Accuracy
 DA1015;SPC AZ W     -   158,490.      222,140.      MT  (+/- 180 meters Scaled)
 DA1015
 DA1015                          SUPERSEDED SURVEY CONTROL
 DA1015
 DA1015  NGVD 29 (??/??/92)  221.144  (m)          725.54   (f) ADJ UNCH    2 0
 DA1015
 DA1015.Superseded values are not recommended for survey control.
 DA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1015.See file dsdata.txt to determine how the superseded data were derived.
 DA1015
 DA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA502911(NAD 83)
 DA1015_MARKER: DB = BENCH MARK DISK
 DA1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1015_SP_SET: BASE
 DA1015_STAMPING: X 352 1962
 DA1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1015
 DA1015  HISTORY     - Date     Condition        Report By
 DA1015  HISTORY     - 1962     MONUMENTED       CGS
 DA1015
 DA1015                          STATION DESCRIPTION
 DA1015
 DA1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1015'19.05 MI NE FROM TULE WELL.
 DA1015'ABOUT 18.35 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DA1015'GAME COMMISSION SHELTER AT TULE WELL.  THENCE 0.7 MILE EAST ALONG A
 DA1015'SANDY TRAIL ROAD, 0.7 MILE NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA1015'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2, 161 FEET
 DA1015'SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 26.2 FEET SOUTH OF A METAL
 DA1015'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, SET IN
 DA1015'THE TOP OF THE BASE OF THE NORTH POINT OF A LOW RANGE OF SOLID ROCK
 DA1015'MOUNTAINS AND PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0132 ***********************************************************************
 DB0132  DESIGNATION -  X 353
 DB0132  PID         -  DB0132
 DB0132  STATE/COUNTY-  AZ/YUMA
 DB0132  USGS QUAD   -  WELLTON MESA (1982)
 DB0132
 DB0132                         *CURRENT SURVEY CONTROL
 DB0132  ___________________________________________________________________
 DB0132* NAD 83(1986)-  32 40 43.     (N)    114 03 07.     (W)     SCALED    
 DB0132* NAVD 88     -        96.385  (meters)     316.22   (feet)  ADJUSTED  
 DB0132  ___________________________________________________________________
 DB0132  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DB0132  DYNAMIC HT  -          96.275 (meters)     315.86  (feet)  COMP
 DB0132  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 DB0132
 DB0132  VERT ORDER  -  FIRST     CLASS II
 DB0132
 DB0132.The horizontal coordinates were scaled from a topographic map and have
 DB0132.an estimated accuracy of +/- 6 seconds.
 DB0132
 DB0132.The orthometric height was determined by differential leveling
 DB0132.and adjusted in June 1991.
 DB0132
 DB0132.The geoid height was determined by GEOID03.
 DB0132
 DB0132.The dynamic height is computed by dividing the NAVD 88
 DB0132.geopotential number by the normal gravity value computed on the
 DB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0132.degrees latitude (g = 980.6199 gals.).
 DB0132
 DB0132.The modeled gravity was interpolated from observed gravity values.
 DB0132
 DB0132;                    North         East    Units  Estimated Accuracy
 DB0132;SPC AZ W     -   186,160.      185,040.      MT  (+/- 180 meters Scaled)
 DB0132
 DB0132                          SUPERSEDED SURVEY CONTROL
 DB0132
 DB0132  NGVD 29 (??/??/??)   95.753  (m)          314.15   (f) ADJUSTED    1 2
 DB0132
 DB0132.Superseded values are not recommended for survey control.
 DB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0132.See file dsdata.txt to determine how the superseded data were derived.
 DB0132
 DB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS764195(NAD 83)
 DB0132_MARKER: DB = BENCH MARK DISK
 DB0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0132_STAMPING: X 353 1960
 DB0132_MARK LOGO: CGS   
 DB0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0132+STABILITY: SURFACE MOTION
 DB0132
 DB0132  HISTORY     - Date     Condition        Report By
 DB0132  HISTORY     - 1960     MONUMENTED       CGS
 DB0132  HISTORY     - 1981     GOOD             NGS
 DB0132  HISTORY     - 1981     GOOD             NGS
 DB0132  HISTORY     - 20090206 GOOD             GEOCAC
 DB0132
 DB0132                          STATION DESCRIPTION
 DB0132
 DB0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DB0132'4.8 MI E FROM WELLTON.
 DB0132'4.8 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 DB0132'WELLTON, 102 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 44.6
 DB0132'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 4.8 FEET WEST OF
 DB0132'MILE POLE 775, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5
 DB0132'INCHES AND ABOUT 2 FEET LOWER THAN THE TRACKS.
 DB0132
 DB0132                          STATION RECOVERY (1981)
 DB0132
 DB0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0132'RECOVERED IN GOOD CONDITION.
 DB0132
 DB0132                          STATION RECOVERY (1981)
 DB0132
 DB0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0132'RECOVERED IN GOOD CONDITION.
 DB0132
 DB0132                          STATION RECOVERY (2009)
 DB0132
 DB0132'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB0132'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB0132'OF N 32 40' 42.8 W
 DB0132'114 03' 06.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0768 ***********************************************************************
 DA0768  DESIGNATION -  X 353
 DA0768  PID         -  DA0768
 DA0768  STATE/COUNTY-  AZ/MARICOPA
 DA0768  USGS QUAD   -  AGUILA MOUNTAINS NE (1990)
 DA0768
 DA0768                         *CURRENT SURVEY CONTROL
 DA0768  ___________________________________________________________________
 DA0768* NAD 83(1986)-  32 44 55.     (N)    113 15 51.     (W)     SCALED    
 DA0768* NAVD 88     -       201.07   (+/-2cm)     659.7    (feet)  VERTCON   
 DA0768  ___________________________________________________________________
 DA0768  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DA0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0768
 DA0768.The horizontal coordinates were scaled from a topographic map and have
 DA0768.an estimated accuracy of +/- 6 seconds.
 DA0768
 DA0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0768.The vertical order pertains to the NGVD 29 superseded value.
 DA0768
 DA0768.The geoid height was determined by GEOID03.
 DA0768
 DA0768;                    North         East    Units  Estimated Accuracy
 DA0768;SPC AZ C     -   194,680.       87,080.      MT  (+/- 180 meters Scaled)
 DA0768
 DA0768                          SUPERSEDED SURVEY CONTROL
 DA0768
 DA0768  NGVD 29 (??/??/92)  200.470  (m)          657.71   (f) ADJ UNCH    2 0
 DA0768
 DA0768.Superseded values are not recommended for survey control.
 DA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0768.See file dsdata.txt to determine how the superseded data were derived.
 DA0768
 DA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB878256(NAD 83)
 DA0768_MARKER: DB = BENCH MARK DISK
 DA0768_SETTING: 80 = SET IN A BOULDER
 DA0768_SP_SET: BOULDER
 DA0768_STAMPING: X 353 1962
 DA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0768+STABILITY: SURFACE MOTION
 DA0768
 DA0768  HISTORY     - Date     Condition        Report By
 DA0768  HISTORY     - 1962     MONUMENTED       CGS
 DA0768
 DA0768                          STATION DESCRIPTION
 DA0768
 DA0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0768'10.25 MI SW FROM SENTINEL.
 DA0768'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0768'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 2.0 MILES WEST ALONG A
 DA0768'CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE, 0.6 MILE WEST OF A
 DA0768'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0768'NUMBERED 20, 141 FEET NORTH OF THE CENTER LINE OF THE RIGHT OF WAY,
 DA0768'42.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 DA0768'OF THE RIGHT OF WAY, AND SET IN THE TOP OF A LARGE FLAT LAVA BOULDER
 DA0768'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0233 ***********************************************************************
 CZ0233  DESIGNATION -  X 354
 CZ0233  PID         -  CZ0233
 CZ0233  STATE/COUNTY-  AZ/PIMA
 CZ0233  USGS QUAD   -  TUCSON (1992)
 CZ0233
 CZ0233                         *CURRENT SURVEY CONTROL
 CZ0233  ___________________________________________________________________
 CZ0233* NAD 83(1986)-  32 10 37.     (N)    110 57 06.     (W)     SCALED    
 CZ0233* NAVD 88     -       760.03   (+/-2cm)    2493.5    (feet)  VERTCON   
 CZ0233  ___________________________________________________________________
 CZ0233  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CZ0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0233
 CZ0233.The horizontal coordinates were scaled from a topographic map and have
 CZ0233.an estimated accuracy of +/- 6 seconds.
 CZ0233
 CZ0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0233.The vertical order pertains to the NGVD 29 superseded value.
 CZ0233
 CZ0233.The geoid height was determined by GEOID03.
 CZ0233
 CZ0233;                    North         East    Units  Estimated Accuracy
 CZ0233;SPC AZ C     -   130,890.      304,360.      MT  (+/- 180 meters Scaled)
 CZ0233
 CZ0233                          SUPERSEDED SURVEY CONTROL
 CZ0233
 CZ0233  NGVD 29 (??/??/92)  759.382  (m)         2491.41   (f) ADJ UNCH    2 0
 CZ0233
 CZ0233.Superseded values are not recommended for survey control.
 CZ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0233.See file dsdata.txt to determine how the superseded data were derived.
 CZ0233
 CZ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA045600(NAD 83)
 CZ0233_MARKER: DB = BENCH MARK DISK
 CZ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0233_STAMPING: X 354 1960
 CZ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0233+STABILITY: SURFACE MOTION
 CZ0233
 CZ0233  HISTORY     - Date     Condition        Report By
 CZ0233  HISTORY     - 1960     MONUMENTED       CGS
 CZ0233  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CZ0233
 CZ0233                          STATION DESCRIPTION
 CZ0233
 CZ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0233'1.2 MI SE FROM TUCSON.
 CZ0233'1.2 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0233'HIGHWAY 89 AT TUCSON, 351 FEET SOUTHEAST OF AJO WAY, 51 1/2 FEET
 CZ0233'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 3 FEET
 CZ0233'SOUTH OF A POWER POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, SET
 CZ0233'IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 CZ0233
 CZ0233                          STATION RECOVERY (1990)
 CZ0233
 CZ0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 CZ0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0401 ***********************************************************************
 FS0401  DESIGNATION -  X 355
 FS0401  PID         -  FS0401
 FS0401  STATE/COUNTY-  AZ/MOHAVE
 FS0401  USGS QUAD   -  SENATOR MOUNTAIN SW (1989)
 FS0401
 FS0401                         *CURRENT SURVEY CONTROL
 FS0401  ___________________________________________________________________
 FS0401* NAD 83(1986)-  35 49 31.     (N)    114 29 41.     (W)     SCALED    
 FS0401* NAVD 88     -       658.801  (meters)    2161.42   (feet)  POSTED    
 FS0401  ___________________________________________________________________
 FS0401  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0401  DYNAMIC HT  -         658.110 (meters)    2159.15  (feet)  COMP
 FS0401  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 FS0401
 FS0401  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0401
 FS0401.The horizontal coordinates were scaled from a topographic map and have
 FS0401.an estimated accuracy of +/- 6 seconds.
 FS0401
 FS0401.The orthometric height was determined by differential leveling
 FS0401.and adjusted by the  in 1992.
 FS0401.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0401.rate of 0.0 thru 1.0 mm/km.
 FS0401
 FS0401.The geoid height was determined by GEOID03.
 FS0401
 FS0401.The dynamic height is computed by dividing the NAVD 88
 FS0401.geopotential number by the normal gravity value computed on the
 FS0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0401.degrees latitude (g = 980.6199 gals.).
 FS0401
 FS0401.The modeled gravity was interpolated from observed gravity values.
 FS0401
 FS0401;                    North         East    Units  Estimated Accuracy
 FS0401;SPC AZ W     -   535,400.      146,070.      MT  (+/- 180 meters Scaled)
 FS0401
 FS0401                          SUPERSEDED SURVEY CONTROL
 FS0401
 FS0401  NGVD 29 (??/??/92)  658.061  (m)         2158.99   (f) ADJ UNCH    1 2
 FS0401
 FS0401.Superseded values are not recommended for survey control.
 FS0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0401.See file dsdata.txt to determine how the superseded data were derived.
 FS0401
 FS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV263674(NAD 83)
 FS0401_MARKER: DB = BENCH MARK DISK
 FS0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0401_STAMPING: X 355 1963
 FS0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0401+STABILITY: SURFACE MOTION
 FS0401
 FS0401  HISTORY     - Date     Condition        Report By
 FS0401  HISTORY     - 1963     MONUMENTED       CGS
 FS0401
 FS0401                          STATION DESCRIPTION
 FS0401
 FS0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0401'18.6 MI S FROM MOUTH OF DETRITAL WASH.
 FS0401'6.9 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE
 FS0401'MEAD, THENCE 11.7 MILES SOUTH ALONG AN ABANDONED ROAD, 0.15 MILE
 FS0401'NORTH OF A STOCK CORRAL, 41 FEET EAST OF THE CENTER LINE OF THE
 FS0401'ROAD, 11.2 FEET NORTHEAST OF BENCH MARK H 119, 2.2 FEET WEST OF A
 FS0401'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 FS0401'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH
 FS0401'OF 6 1/2 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 FS0401'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0842 ***********************************************************************
 EU0842  DESIGNATION -  X 356
 EU0842  PID         -  EU0842
 EU0842  STATE/COUNTY-  AZ/LA PAZ
 EU0842  USGS QUAD   -  MONKEYS HEAD (1990)
 EU0842
 EU0842                         *CURRENT SURVEY CONTROL
 EU0842  ___________________________________________________________________
 EU0842* NAD 83(1986)-  34 17 26.     (N)    114 07 03.     (W)     SCALED    
 EU0842* NAVD 88     -       170.98   (+/-2cm)     561.0    (feet)  VERTCON   
 EU0842  ___________________________________________________________________
 EU0842  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0842  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0842
 EU0842.The horizontal coordinates were scaled from a topographic map and have
 EU0842.an estimated accuracy of +/- 6 seconds.
 EU0842
 EU0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0842.The vertical order pertains to the NGVD 29 superseded value.
 EU0842
 EU0842.The geoid height was determined by GEOID03.
 EU0842
 EU0842;                    North         East    Units  Estimated Accuracy
 EU0842;SPC AZ W     -   364,950.      179,530.      MT  (+/- 180 meters Scaled)
 EU0842
 EU0842                          SUPERSEDED SURVEY CONTROL
 EU0842
 EU0842  NGVD 29 (08/15/05)  170.360  (m)          558.92   (f) ADJUSTED    1 1
 EU0842
 EU0842.Superseded values are not recommended for survey control.
 EU0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0842.See file dsdata.txt to determine how the superseded data were derived.
 EU0842
 EU0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT653981(NAD 83)
 EU0842_MARKER: DB = BENCH MARK DISK
 EU0842_SETTING: 66 = SET IN ROCK OUTCROP
 EU0842_SP_SET: SET IN ROCK OUTCROP
 EU0842_STAMPING: X 356 1976
 EU0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0842+STABILITY: POSITION/ELEVATION WELL
 EU0842
 EU0842  HISTORY     - Date     Condition        Report By
 EU0842  HISTORY     - 1976     MONUMENTED       NGS
 EU0842
 EU0842                          STATION DESCRIPTION
 EU0842
 EU0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0842'2.15 MI EAST FROM PARKER DAM.
 EU0842'0.15 MILE SOUTHEAST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0842'PARKER DAM, THENCE 1.3 MILES EAST ALONG A WINDING GRAVEL ROAD ON THE
 EU0842'SOUTH EDGE OF LAKE HAVASU, THENCE 0.7 MILE EAST ALONG STATE HIGHWAY 95
 EU0842'0.05 MILE EAST OF MILEPOST 160, 50 FT. SOUTH OF THE CENTELINE OF THE
 EU0842'HIGHWAY, IN TOP OF ROCK OUTCROP AT THE WEST END OF A STEEP ROCK RIDGE,
 EU0842'6 FT. NORTH OF THE NORTH EDGE OF A CANYON.
 EU0842'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0170 ***********************************************************************
 GQ0170  DESIGNATION -  X 358
 GQ0170  PID         -  GQ0170
 GQ0170  STATE/COUNTY-  AZ/MOHAVE
 GQ0170  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0170
 GQ0170                         *CURRENT SURVEY CONTROL
 GQ0170  ___________________________________________________________________
 GQ0170* NAD 83(1986)-  36 54 54.     (N)    113 50 07.     (W)     SCALED    
 GQ0170* NAVD 88     -       592.150  (meters)    1942.75   (feet)  POSTED    
 GQ0170  ___________________________________________________________________
 GQ0170  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 GQ0170  DYNAMIC HT  -         591.540 (meters)    1940.74  (feet)  COMP
 GQ0170  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 GQ0170
 GQ0170  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0170
 GQ0170.The horizontal coordinates were scaled from a topographic map and have
 GQ0170.an estimated accuracy of +/- 6 seconds.
 GQ0170
 GQ0170.The orthometric height was determined by differential leveling
 GQ0170.and adjusted by the  in 1992.
 GQ0170.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0170.rate of 1.1 thru 2.0 mm/km.
 GQ0170
 GQ0170.The geoid height was determined by GEOID03.
 GQ0170
 GQ0170.The dynamic height is computed by dividing the NAVD 88
 GQ0170.geopotential number by the normal gravity value computed on the
 GQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0170.degrees latitude (g = 980.6199 gals.).
 GQ0170
 GQ0170.The modeled gravity was interpolated from observed gravity values.
 GQ0170
 GQ0170;                    North         East    Units  Estimated Accuracy
 GQ0170;SPC AZ W     -   656,060.      205,760.      MT  (+/- 180 meters Scaled)
 GQ0170
 GQ0170                          SUPERSEDED SURVEY CONTROL
 GQ0170
 GQ0170  NGVD 29 (??/??/92)  591.369  (m)         1940.18   (f) ADJ UNCH    2 0
 GQ0170
 GQ0170.Superseded values are not recommended for survey control.
 GQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0170.See file dsdata.txt to determine how the superseded data were derived.
 GQ0170
 GQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF474891(NAD 83)
 GQ0170_MARKER: DB = BENCH MARK DISK
 GQ0170_SETTING: 80 = SET IN A BOULDER
 GQ0170_SP_SET: BOULDER
 GQ0170_STAMPING: X 358 1960
 GQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0170+STABILITY: SURFACE MOTION
 GQ0170
 GQ0170  HISTORY     - Date     Condition        Report By
 GQ0170  HISTORY     - 1960     MONUMENTED       CGS
 GQ0170  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0170
 GQ0170                          STATION DESCRIPTION
 GQ0170
 GQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0170'5.9 MI NE FROM LITTLEFIELD.
 GQ0170'0.1 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON A
 GQ0170'BLACKTOP ROAD TO A TRAIL ROAD LEADING NORTHEAST, THENCE 3.5 MILES
 GQ0170'NORTHEAST ON A TRAIL ROAD CROSSING THE VIRGIN RIVER TO STATION BEAVER,
 GQ0170'THENCE 1.1 MILES NORTHEAST TO THE MOUTH OF THE GORGE OF THE VIRGIN
 GQ0170'RIVER, THENCE 1.2 MILES NORTHEAST FOLLOWING THE RIVER BED TO THE MARK,
 GQ0170'151 FEET WEST OF A LARGE ROCK, 46 FEET SOUTH OF A CLIFF, CEMENTED IN A
 GQ0170'LARGE BOULDER ON THE NORTH SIDE OF THE RIVER AND PROJECTING ABOUT 6
 GQ0170'FEET.
 GQ0170
 GQ0170                          STATION RECOVERY (1982)
 GQ0170
 GQ0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0182 ***********************************************************************
 GQ0182  DESIGNATION -  X 359
 GQ0182  PID         -  GQ0182
 GQ0182  STATE/COUNTY-  AZ/MOHAVE
 GQ0182  USGS QUAD   -  PURGATORY CANYON (1979)
 GQ0182
 GQ0182                         *CURRENT SURVEY CONTROL
 GQ0182  ___________________________________________________________________
 GQ0182* NAD 83(1986)-  36 58 27.     (N)    113 42 35.     (W)     SCALED    
 GQ0182* NAVD 88     -       755.725  (meters)    2479.41   (feet)  POSTED    
 GQ0182  ___________________________________________________________________
 GQ0182  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 GQ0182  DYNAMIC HT  -         754.960 (meters)    2476.90  (feet)  COMP
 GQ0182  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 GQ0182
 GQ0182  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0182
 GQ0182.The horizontal coordinates were scaled from a topographic map and have
 GQ0182.an estimated accuracy of +/- 6 seconds.
 GQ0182
 GQ0182.The orthometric height was determined by differential leveling
 GQ0182.and adjusted by the  in 1992.
 GQ0182.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0182.rate of 1.1 thru 2.0 mm/km.
 GQ0182
 GQ0182.The geoid height was determined by GEOID03.
 GQ0182
 GQ0182.The dynamic height is computed by dividing the NAVD 88
 GQ0182.geopotential number by the normal gravity value computed on the
 GQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0182.degrees latitude (g = 980.6199 gals.).
 GQ0182
 GQ0182.The modeled gravity was interpolated from observed gravity values.
 GQ0182
 GQ0182;                    North         East    Units  Estimated Accuracy
 GQ0182;SPC AZ W     -   662,630.      216,950.      MT  (+/- 180 meters Scaled)
 GQ0182
 GQ0182                          SUPERSEDED SURVEY CONTROL
 GQ0182
 GQ0182  NGVD 29 (??/??/92)  754.922  (m)         2476.77   (f) ADJ UNCH    2 0
 GQ0182
 GQ0182.Superseded values are not recommended for survey control.
 GQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0182.See file dsdata.txt to determine how the superseded data were derived.
 GQ0182
 GQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF587954(NAD 83)
 GQ0182_MARKER: DB = BENCH MARK DISK
 GQ0182_SETTING: 80 = SET IN A BOULDER
 GQ0182_SP_SET: BOULDER
 GQ0182_STAMPING: X 359 1960
 GQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0182+STABILITY: SURFACE MOTION
 GQ0182
 GQ0182  HISTORY     - Date     Condition        Report By
 GQ0182  HISTORY     - 1960     MONUMENTED       CGS
 GQ0182  HISTORY     - 1974     GOOD             USGS
 GQ0182
 GQ0182                          STATION DESCRIPTION
 GQ0182
 GQ0182'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 GQ0182'19.85 MI SW FROM ST GEORGE, UT.
 GQ0182'LOCATED ABOUT 19.8 MILES SOUTHWEST OF ST. GEORGE, UTAH ALONG
 GQ0182'INTERSTATE 15.  1.1 MILES EAST OF THE BRIDGE OVER THE VIRGIN RIVER.
 GQ0182'ABOUT 200 FEET NORTH OF THE HIGHWAY.  IN BLACK ROCK WASH.  150 FEET
 GQ0182'EAST OF PURGATORY GULCH.  20 FEET NORTH OF A CLIFF.  IN A LARGE
 GQ0182'BOULDER THAT PROJECTS INTO THE WASH AND IS 3.0 FEET ABOVE THE GROUND
 GQ0182'IN THE WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0451 ***********************************************************************
 DA0451  DESIGNATION -  X 36
 DA0451  PID         -  DA0451
 DA0451  STATE/COUNTY-  AZ/PIMA
 DA0451  USGS QUAD   -  GUNSIGHT (1990)
 DA0451
 DA0451                         *CURRENT SURVEY CONTROL
 DA0451  ___________________________________________________________________
 DA0451* NAD 83(1986)-  32 13 06.     (N)    112 39 19.     (W)     SCALED    
 DA0451* NAVD 88     -       621.15   (+/-2cm)    2037.9    (feet)  VERTCON   
 DA0451  ___________________________________________________________________
 DA0451  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DA0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0451
 DA0451.The horizontal coordinates were scaled from a topographic map and have
 DA0451.an estimated accuracy of +/- 6 seconds.
 DA0451
 DA0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0451.The vertical order pertains to the NGVD 29 superseded value.
 DA0451
 DA0451.The geoid height was determined by GEOID03.
 DA0451
 DA0451;                    North         East    Units  Estimated Accuracy
 DA0451;SPC AZ C     -   135,320.      143,740.      MT  (+/- 180 meters Scaled)
 DA0451
 DA0451                          SUPERSEDED SURVEY CONTROL
 DA0451
 DA0451  NGVD 29 (??/??/92)  620.421  (m)         2035.50   (f) ADJ UNCH    2 0
 DA0451
 DA0451.Superseded values are not recommended for survey control.
 DA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0451.See file dsdata.txt to determine how the superseded data were derived.
 DA0451
 DA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA440658(NAD 83)
 DA0451_MARKER: DB = BENCH MARK DISK
 DA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0451_STAMPING: 2035.754 X 36 1933
 DA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0451+STABILITY: SURFACE MOTION
 DA0451
 DA0451  HISTORY     - Date     Condition        Report By
 DA0451  HISTORY     - 1933     MONUMENTED       CGS
 DA0451  HISTORY     - 1934     GOOD             NGS
 DA0451  HISTORY     - 19970306 GOOD             USPSQD
 DA0451
 DA0451                          STATION DESCRIPTION
 DA0451
 DA0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0451'17.6 MI SE FROM AJO.
 DA0451'17.6 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA
 DA0451'AND GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD
 DA0451'AJO-TUCSON HIGHWAY, 0.4 MILE EAST OF A SMALL CONCRETE BRIDGE WITH AN
 DA0451'IRON RAILING, AND 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 DA0451'STANDARD DISK, STAMPED 2035.754 X 36 1933 AND SET IN THE TOP OF A
 DA0451'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DA0451
 DA0451                          STATION RECOVERY (1997)
 DA0451
 DA0451'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0784 ***********************************************************************
 DV0784  DESIGNATION -  X 360
 DV0784  PID         -  DV0784
 DV0784  STATE/COUNTY-  AZ/MARICOPA
 DV0784  USGS QUAD   -  ARLINGTON (1984)
 DV0784
 DV0784                         *CURRENT SURVEY CONTROL
 DV0784  ___________________________________________________________________
 DV0784* NAD 83(1986)-  33 20 00.     (N)    112 45 03.     (W)     SCALED    
 DV0784* NAVD 88     -       273.000  (meters)     895.67   (feet)  ADJUSTED  
 DV0784  ___________________________________________________________________
 DV0784  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DV0784  DYNAMIC HT  -         272.686 (meters)     894.64  (feet)  COMP
 DV0784  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 DV0784
 DV0784  VERT ORDER  -  FIRST     CLASS II
 DV0784
 DV0784.The horizontal coordinates were scaled from a topographic map and have
 DV0784.an estimated accuracy of +/- 6 seconds.
 DV0784
 DV0784.The orthometric height was determined by differential leveling
 DV0784.and adjusted in June 1991.
 DV0784
 DV0784.The geoid height was determined by GEOID03.
 DV0784
 DV0784.The dynamic height is computed by dividing the NAVD 88
 DV0784.geopotential number by the normal gravity value computed on the
 DV0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0784.degrees latitude (g = 980.6199 gals.).
 DV0784
 DV0784.The modeled gravity was interpolated from observed gravity values.
 DV0784
 DV0784;                    North         East    Units  Estimated Accuracy
 DV0784;SPC AZ C     -   259,030.      135,710.      MT  (+/- 180 meters Scaled)
 DV0784
 DV0784                          SUPERSEDED SURVEY CONTROL
 DV0784
 DV0784  NGVD 29 (??/??/92)  272.365  (m)          893.58   (f) ADJ UNCH    1 2
 DV0784
 DV0784.Superseded values are not recommended for survey control.
 DV0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0784.See file dsdata.txt to determine how the superseded data were derived.
 DV0784
 DV0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB370896(NAD 83)
 DV0784_MARKER: DB = BENCH MARK DISK
 DV0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0784_STAMPING: X 360 1967
 DV0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0784+STABILITY: SURFACE MOTION
 DV0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0784+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0784
 DV0784  HISTORY     - Date     Condition        Report By
 DV0784  HISTORY     - 1967     MONUMENTED       CGS
 DV0784  HISTORY     - 1981     GOOD             NGS
 DV0784  HISTORY     - 20060128 GOOD             USPSQD
 DV0784  HISTORY     - 20060128 GOOD             USPSQD
 DV0784  HISTORY     - 20070413 GOOD             GEOCAC
 DV0784
 DV0784                          STATION DESCRIPTION
 DV0784
 DV0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0784'0.95 MI NE FROM ARLINGTON.
 DV0784'0.95 MILE NORTHEAST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0784'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0784'15, T 1 S, R 5 W, AT A CROSSING OF THE HIGHWAY AND A POWER LINE, 49
 DV0784'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET NORTH
 DV0784'OF THE MIDDLE ONE OF THREE OVERHEAD POWER LINE WIRES, 35 FEET
 DV0784'NORTHEAST OF THE CENTER OF A WIRE GATE, 7 1/2 FEET NORTH-NORTHEAST OF
 DV0784'A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 DV0784'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0784
 DV0784                          STATION RECOVERY (1981)
 DV0784
 DV0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0784'RECOVERED IN GOOD CONDITION.
 DV0784
 DV0784                          STATION RECOVERY (2006)
 DV0784
 DV0784'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0784'RECOVERED AS DESCRIBED.
 DV0784
 DV0784                          STATION RECOVERY (2006)
 DV0784
 DV0784'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0784'RECOVERED AS DESCRIBED.
 DV0784
 DV0784                          STATION RECOVERY (2007)
 DV0784
 DV0784'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0789 ***********************************************************************
 DV0789  DESIGNATION -  X 361
 DV0789  PID         -  DV0789
 DV0789  STATE/COUNTY-  AZ/MARICOPA
 DV0789  USGS QUAD   -  ARLINGTON (1984)
 DV0789
 DV0789                         *CURRENT SURVEY CONTROL
 DV0789  ___________________________________________________________________
 DV0789* NAD 83(1986)-  33 18 24.     (N)    112 47 33.     (W)     SCALED    
 DV0789* NAVD 88     -       245.608  (meters)     805.80   (feet)  ADJUSTED  
 DV0789  ___________________________________________________________________
 DV0789  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV0789  DYNAMIC HT  -         245.325 (meters)     804.87  (feet)  COMP
 DV0789  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 DV0789
 DV0789  VERT ORDER  -  FIRST     CLASS II
 DV0789
 DV0789.The horizontal coordinates were scaled from a topographic map and have
 DV0789.an estimated accuracy of +/- 6 seconds.
 DV0789
 DV0789.The orthometric height was determined by differential leveling
 DV0789.and adjusted in June 1991.
 DV0789
 DV0789.The geoid height was determined by GEOID03.
 DV0789
 DV0789.The dynamic height is computed by dividing the NAVD 88
 DV0789.geopotential number by the normal gravity value computed on the
 DV0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0789.degrees latitude (g = 980.6199 gals.).
 DV0789
 DV0789.The modeled gravity was interpolated from observed gravity values.
 DV0789
 DV0789;                    North         East    Units  Estimated Accuracy
 DV0789;SPC AZ C     -   256,100.      131,800.      MT  (+/- 180 meters Scaled)
 DV0789
 DV0789                          SUPERSEDED SURVEY CONTROL
 DV0789
 DV0789  NGVD 29 (??/??/92)  244.967  (m)          803.70   (f) ADJ UNCH    1 2
 DV0789
 DV0789.Superseded values are not recommended for survey control.
 DV0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0789.See file dsdata.txt to determine how the superseded data were derived.
 DV0789
 DV0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB331867(NAD 83)
 DV0789_MARKER: DB = BENCH MARK DISK
 DV0789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0789_SP_SET: 8 FEET
 DV0789_STAMPING: X 361 1967
 DV0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0789+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0789
 DV0789  HISTORY     - Date     Condition        Report By
 DV0789  HISTORY     - 1967     MONUMENTED       CGS
 DV0789  HISTORY     - 1981     GOOD             NGS
 DV0789  HISTORY     - 20060128 GOOD             USPSQD
 DV0789  HISTORY     - 20060129 GOOD             USPSQD
 DV0789  HISTORY     - 20070413 GOOD             GEOCAC
 DV0789
 DV0789                          STATION DESCRIPTION
 DV0789
 DV0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0789'2.1 MI SW FROM ARLINGTON.
 DV0789'2.1 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0789'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0789'29, T 1 S, R 5 W, ABOUT 0.1 MILE SOUTH OF A CONCRETE CULVERT, 49 1/2
 DV0789'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 100 YARDS NORTH OF THE
 DV0789'CENTER LINE OF A DIRT ROAD LEADING WEST, 100 FEET NORTH OF THE CENTER
 DV0789'LINE OF A SHALLOW WASH, 1 1/2 FEET EAST OF A FENCE, 1.2 FEET WEST OF A
 DV0789'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 DV0789'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DV0789'DEPTH OF 8 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 8
 DV0789'INCHES.
 DV0789
 DV0789                          STATION RECOVERY (1981)
 DV0789
 DV0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0789'RECOVERED IN GOOD CONDITION.
 DV0789
 DV0789                          STATION RECOVERY (2006)
 DV0789
 DV0789'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0789'RECOVERED AS DESCRIBED.
 DV0789
 DV0789                          STATION RECOVERY (2006)
 DV0789
 DV0789'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV0789'RECOVERED AS DESCRIBED.
 DV0789
 DV0789                          STATION RECOVERY (2007)
 DV0789
 DV0789'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0017 ***********************************************************************
 DA0017  DESIGNATION -  X 362
 DA0017  PID         -  DA0017
 DA0017  STATE/COUNTY-  AZ/MARICOPA
 DA0017  USGS QUAD   -  ESTRELLA (1979)
 DA0017
 DA0017                         *CURRENT SURVEY CONTROL
 DA0017  ___________________________________________________________________
 DA0017* NAD 83(1986)-  32 59 48.     (N)    112 26 19.     (W)     SCALED    
 DA0017* NAVD 88     -       459.021  (meters)    1505.97   (feet)  ADJUSTED  
 DA0017  ___________________________________________________________________
 DA0017  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DA0017  DYNAMIC HT  -         458.464 (meters)    1504.14  (feet)  COMP
 DA0017  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 DA0017
 DA0017  VERT ORDER  -  FIRST     CLASS II
 DA0017
 DA0017.The horizontal coordinates were scaled from a topographic map and have
 DA0017.an estimated accuracy of +/- 6 seconds.
 DA0017
 DA0017.The orthometric height was determined by differential leveling
 DA0017.and adjusted in June 1991.
 DA0017
 DA0017.The geoid height was determined by GEOID03.
 DA0017
 DA0017.The dynamic height is computed by dividing the NAVD 88
 DA0017.geopotential number by the normal gravity value computed on the
 DA0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0017.degrees latitude (g = 980.6199 gals.).
 DA0017
 DA0017.The modeled gravity was interpolated from observed gravity values.
 DA0017
 DA0017;                    North         East    Units  Estimated Accuracy
 DA0017;SPC AZ C     -   221,500.      164,590.      MT  (+/- 180 meters Scaled)
 DA0017
 DA0017                          SUPERSEDED SURVEY CONTROL
 DA0017
 DA0017  NGVD 29 (??/??/92)  458.377  (m)         1503.86   (f) ADJ UNCH    1 2
 DA0017
 DA0017.Superseded values are not recommended for survey control.
 DA0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0017.See file dsdata.txt to determine how the superseded data were derived.
 DA0017
 DA0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB656518(NAD 83)
 DA0017_MARKER: DB = BENCH MARK DISK
 DA0017_SETTING: 66 = SET IN ROCK OUTCROP
 DA0017_SP_SET: ROCK OUTCROP
 DA0017_STAMPING: X 362 1967
 DA0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0017+STABILITY: POSITION/ELEVATION WELL
 DA0017
 DA0017  HISTORY     - Date     Condition        Report By
 DA0017  HISTORY     - 1967     MONUMENTED       CGS
 DA0017  HISTORY     - 1980     GOOD             NGS
 DA0017  HISTORY     - 1980     GOOD             NGS
 DA0017
 DA0017                          STATION DESCRIPTION
 DA0017
 DA0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0017'11.1 MI W FROM MOBILE.
 DA0017'10.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0017'ELEMENTARY SCHOOL AT MOBILE, THENCE 0.3 MILE NORTHEAST, ACROSS
 DA0017'COUNTRY, TO THE FOOT OF A ROCK STROWN HILL, 298 YARDS NORTH OF THE
 DA0017'NORTH RAIL OF THE TRACK, 278 YARDS NORTH OF THE CENTER LINE OF A
 DA0017'GRAVELED ROAD, 118 FEET WEST OF THE CENTERLINE OF A NARROW WASH, SET
 DA0017'IN THE TOP OF A 3- BY 3-FOOT ROCK OUTCROP WHICH PROJECTS 12 INCHES,
 DA0017'239 YARDS WEST OF BENCH MARK Y 362, AND 3.0 FEET NORTH OF A METAL
 DA0017'WITNESS POST.
 DA0017
 DA0017                          STATION RECOVERY (1980)
 DA0017
 DA0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0017'RECOVERED IN GOOD CONDITION.
 DA0017
 DA0017                          STATION RECOVERY (1980)
 DA0017
 DA0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1052 ***********************************************************************
 CZ1052  DESIGNATION -  X 363
 CZ1052  PID         -  CZ1052
 CZ1052  STATE/COUNTY-  AZ/PINAL
 CZ1052  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1052
 CZ1052                         *CURRENT SURVEY CONTROL
 CZ1052  ___________________________________________________________________
 CZ1052* NAD 83(1986)-  32 43 38.     (N)    111 30 56.     (W)     SCALED    
 CZ1052* NAVD 88     -       485.482  (meters)    1592.79   (feet)  ADJUSTED  
 CZ1052  ___________________________________________________________________
 CZ1052  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1052  DYNAMIC HT  -         484.865 (meters)    1590.76  (feet)  COMP
 CZ1052  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 CZ1052  OBS GRAVITY -     979,352.5   (mgal)                       GRAV_OBS
 CZ1052
 CZ1052  VERT ORDER  -  FIRST     CLASS II
 CZ1052
 CZ1052.The horizontal coordinates were scaled from a topographic map and have
 CZ1052.an estimated accuracy of +/- 6 seconds.
 CZ1052
 CZ1052.The orthometric height was determined by differential leveling
 CZ1052.and adjusted in November 1993.
 CZ1052
 CZ1052.The geoid height was determined by GEOID03.
 CZ1052
 CZ1052.The dynamic height is computed by dividing the NAVD 88
 CZ1052.geopotential number by the normal gravity value computed on the
 CZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1052.degrees latitude (g = 980.6199 gals.).
 CZ1052
 CZ1052.The modeled gravity was interpolated from observed gravity values.
 CZ1052.The observed gravity was obtained from relative gravimeter ties
 CZ1052.to the IGSN71 gravity network.
 CZ1052
 CZ1052;                    North         East    Units  Estimated Accuracy
 CZ1052;SPC AZ C     -   191,570.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1052
 CZ1052                          SUPERSEDED SURVEY CONTROL
 CZ1052
 CZ1052  NAVD 88 (06/15/91)  485.778  (m)         1593.76   (f) UNKNOWN     1 2
 CZ1052  NGVD 29 (??/??/92)  485.995  (m)         1594.47   (f) ADJ UNCH    1 2
 CZ1052
 CZ1052.Superseded values are not recommended for survey control.
 CZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1052.See file dsdata.txt to determine how the superseded data were derived.
 CZ1052
 CZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB516211(NAD 83)
 CZ1052_MARKER: DB = BENCH MARK DISK
 CZ1052_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CZ1052_SP_SET: RETAINING WALL
 CZ1052_STAMPING: X 363 1967
 CZ1052_MARK LOGO: CGS   
 CZ1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1052+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2007
 CZ1052
 CZ1052  HISTORY     - Date     Condition        Report By
 CZ1052  HISTORY     - 1967     MONUMENTED       CGS
 CZ1052  HISTORY     - 1967     GOOD             NGS
 CZ1052  HISTORY     - 1975     GOOD             AZDT
 CZ1052  HISTORY     - 1980     GOOD             NGS
 CZ1052  HISTORY     - 1980     GOOD             NGS
 CZ1052  HISTORY     - 1984     GOOD             NGS
 CZ1052  HISTORY     - 19911205 GOOD             NGS
 CZ1052  HISTORY     - 20070311 GOOD             GEOCAC
 CZ1052
 CZ1052                          STATION DESCRIPTION
 CZ1052
 CZ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1052'1.4 MI NW FROM PICACHO.
 CZ1052'ABOUT 1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1052'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN S 16, T 8 S, R 8 E, AT
 CZ1052'THE STATE HIGHWAY 87 OVERPASS FOR THE RAILROAD, 3 1/2 POLES SOUTHEAST
 CZ1052'OF MILEPOST 936, 21 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CZ1052'TRACK, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST CONCRETE
 CZ1052'PIER OF THE OVERPASS, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, 29.6
 CZ1052'FEET SOUTHEAST OF THE NORTHEAST END OF THE PIER, AND ABOUT 2 FEET
 CZ1052'ABOVE THE LEVEL OF THE TRACKS.
 CZ1052
 CZ1052                          STATION RECOVERY (1967)
 CZ1052
 CZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CZ1052'RECOVERED IN GOOD CONDITION.
 CZ1052
 CZ1052                          STATION RECOVERY (1975)
 CZ1052
 CZ1052'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
 CZ1052'FROM THE MOST WESTERLY PICACHO ACCESS UNDERPASS, WEST AND NORTH ON
 CZ1052'STATE 87 FOR 0.6 MILES TO THE RAILROAD OVERPASS OF STATE 87.  THENCE
 CZ1052'DOWN BETWEEN THE 2 BRIDGES AND TO THE STATION.  ON THE NORTH CONCRETE
 CZ1052'RETAINING WALL OF THE OVERPASS.  27 FT. EAST OF A SUPPORTING PILLAR.
 CZ1052'22 FT. NORTH OF THE CENTERLINE OF THE RAILROAD TRACKS.  I-10.  MP.
 CZ1052'210.9.  L. 1250 FT.  A USC AND GS BENCH MARK BRASS CAP, SET
 CZ1052'VERTICALLY, ON THE NORTH RETAINING WALL OF THE STATE 87 OVERPASS OVER
 CZ1052'THE RAILROAD.
 CZ1052
 CZ1052                          STATION RECOVERY (1980)
 CZ1052
 CZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1052'THE MARK IS 0.5 M ABOVE THE TRACKS.
 CZ1052'27.8 KILOMETERS (17.3 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1052'RAILROAD FROM THE STATION AT CASA GRANDE, 0.25 KILOMETER (0.15 MILE)
 CZ1052'SOUTHEAST OF MILE POST 936, SET VERTICALLY IN THE SOUTHWEST FACE OF
 CZ1052'AND AT THE NORTHWEST END OF THE RETAINING WALL BETWEEN THE NORTHEAST
 CZ1052'PIER FOUNDATIONS, 6.8 METERS (21.5 FEET) NORTHEAST OF THE NORTHEAST
 CZ1052'RAIL AND 1 METER (3 FEET) ABOVE GROUND LEVEL.
 CZ1052
 CZ1052                          STATION RECOVERY (1980)
 CZ1052
 CZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1052'THE MARK IS 0.5 M ABOVE THE TRACKS.
 CZ1052'27.8 KILOMETERS (17.3 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1052'RAILROAD FROM THE STATION AT CASA GRANDE, 0.25 KILOMETER (0.15 MILE)
 CZ1052'SOUTHEAST OF MILE POST 936, SET VERTICALLY IN THE SOUTHWEST FACE OF
 CZ1052'AND AT THE NORTHWEST END OF THE RETAINING WALL BETWEEN THE NORTHEAST
 CZ1052'PIER FOUNDATIONS, 6.8 METERS (21.5 FEET) NORTHEAST OF THE NORTHEAST
 CZ1052'RAIL AND 1 METER (3 FEET) ABOVE GROUND LEVEL.
 CZ1052
 CZ1052                          STATION RECOVERY (1984)
 CZ1052
 CZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1052'RECOVERED IN GOOD CONDITION.
 CZ1052
 CZ1052                          STATION RECOVERY (1991)
 CZ1052
 CZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1052'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1052'ELOY, THENCE 4.6 KM (2.85 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ1052'PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A CONCRETE
 CZ1052'RETAINING WALL BETWEEN THE PIERS OF THE NORTHBOUND AND SOUTHBOUND
 CZ1052'LANES OF STATE HIGHWAY 87 OVERPASS OF THE RAILROAD, 6.5 M (21.3 FT)
 CZ1052'NORTHEAST OF THE NEAR RAIL, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.
 CZ1052'AND 0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST END OF THE FIRST PIER
 CZ1052'SOUTH OF THE NORTH ABUTMENT.
 CZ1052
 CZ1052                          STATION RECOVERY (2007)
 CZ1052
 CZ1052'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0699 ***********************************************************************
 DU0699  DESIGNATION -  X 364
 DU0699  PID         -  DU0699
 DU0699  STATE/COUNTY-  AZ/MARICOPA
 DU0699  USGS QUAD   -  HIGLEY (1981)
 DU0699
 DU0699                         *CURRENT SURVEY CONTROL
 DU0699  ___________________________________________________________________
 DU0699* NAD 83(2007)-  33 20 08.78719(N)    111 40 12.53157(W)     ADJUSTED  
 DU0699* NAVD 88     -       410.177  (meters)    1345.72   (feet)  ADJUSTED  
 DU0699  ___________________________________________________________________
 DU0699  EPOCH DATE  -        2007.00
 DU0699  X           -  -1,969,801.463 (meters)                     COMP
 DU0699  Y           -  -4,957,409.390 (meters)                     COMP
 DU0699  Z           -   3,485,340.086 (meters)                     COMP
 DU0699  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DU0699  ELLIP HEIGHT-         380.457 (meters)          (02/10/07) ADJUSTED
 DU0699  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DU0699  DYNAMIC HT  -         409.683 (meters)    1344.10  (feet)  COMP
 DU0699
 DU0699  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0699  Type    PID    Designation                      North   East  Ellip
 DU0699  -------------------------------------------------------------------
 DU0699  NETWORK DU0699 X 364                             0.76   0.69   1.12
 DU0699  -------------------------------------------------------------------
 DU0699  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 DU0699  OBS GRAVITY -     979,423.2   (mgal)                       GRAV_OBS
 DU0699
 DU0699  VERT ORDER  -  FIRST     CLASS II
 DU0699
 DU0699.The horizontal coordinates were established by GPS observations
 DU0699.and adjusted by the National Geodetic Survey in February 2007.
 DU0699
 DU0699.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0699.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0699.The horizontal coordinates are valid at the epoch date displayed above.
 DU0699.The epoch date for horizontal control is a decimal equivalence
 DU0699.of Year/Month/Day.
 DU0699
 DU0699.The orthometric height was determined by differential leveling
 DU0699.and adjusted in November 1993.
 DU0699
 DU0699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0699
 DU0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0699
 DU0699.The ellipsoidal height was determined by GPS observations
 DU0699.and is referenced to NAD 83.
 DU0699
 DU0699.The geoid height was determined by GEOID03.
 DU0699
 DU0699.The dynamic height is computed by dividing the NAVD 88
 DU0699.geopotential number by the normal gravity value computed on the
 DU0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0699.degrees latitude (g = 980.6199 gals.).
 DU0699
 DU0699.The modeled gravity was interpolated from observed gravity values.
 DU0699.The observed gravity was obtained from relative gravimeter ties
 DU0699.to the IGSN71 gravity network.
 DU0699
 DU0699;                    North         East     Units Scale Factor Converg.
 DU0699;SPC AZ C     -   259,014.810   236,308.068   MT  0.99990649   +0 08 07.7
 DU0699;SPC AZ C     -   849,786.12    775,288.94   iFT  0.99990649   +0 08 07.7
 DU0699;UTM  12      - 3,688,712.345   437,635.231   MT  0.99964795   -0 22 05.8
 DU0699
 DU0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0699!SPC AZ C     -   0.99994027  x   0.99990649  =   0.99984677
 DU0699!UTM  12      -   0.99994027  x   0.99964795  =   0.99958824
 DU0699
 DU0699                          SUPERSEDED SURVEY CONTROL
 DU0699
 DU0699  NAD 83(1992)-  33 20 08.78641(N)    111 40 12.53047(W) AD(       ) B
 DU0699  ELLIP H (04/12/01)  380.489  (m)                       GP(       ) 3 2
 DU0699  NAVD 88 (04/12/01)  410.18   (m)         1345.7    (f) LEVELING    3  
 DU0699  NGVD 29 (??/??/92)  409.945  (m)         1344.96   (f) ADJ UNCH    1 2
 DU0699
 DU0699.Superseded values are not recommended for survey control.
 DU0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0699.See file dsdata.txt to determine how the superseded data were derived.
 DU0699
 DU0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB3763588712(NAD 83)
 DU0699_MARKER: DU = BOUNDARY MARKER
 DU0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0699_SP_SET: COPPER-CLAD STEEL ROD
 DU0699_STAMPING: X 364 1967
 DU0699_MARK LOGO: CGS   
 DU0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0699+STABILITY: SURFACE MOTION
 DU0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0699+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 DU0699
 DU0699  HISTORY     - Date     Condition        Report By
 DU0699  HISTORY     - 1967     MONUMENTED       CGS
 DU0699  HISTORY     - 19920111 GOOD             NGS
 DU0699  HISTORY     - 20000328 GOOD             MCDOT
 DU0699  HISTORY     - 20030612 POOR             MCDOT
 DU0699  HISTORY     - 20060921 GOOD             GEOCAC
 DU0699  HISTORY     - 20060922 GOOD             GEOCAC
 DU0699
 DU0699                          STATION DESCRIPTION
 DU0699
 DU0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0699'7.0 MI NW FROM QUEEN CREEK.
 DU0699'ABOUT 5.0 MILES NORTH ALONG ELLSWORTH AVENUE FROM THE QUEEN CREEK
 DU0699'SCHOOL AT QUEEN CREEK, THENCE 2.0 MILES WEST ALONG WARNER ROAD, OR
 DU0699'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0699'POST OFFICE AT BUCKHORN, THENCE 2.6 MILES SOUTH ALONG POWERS ROAD,
 DU0699'THENCE 0.8 MILE EAST ALONG BASELINE ROAD, THENCE 3.0 MILES SOUTH ALONG
 DU0699'SOSSAMAN ROAD, IN S 20, T 1 S, R 7 E, AT THE JUNCTION OF WARNER ROAD
 DU0699'AND SOSSAMAN ROAD, 65 FEET SOUTH OF THE CENTER LINE OF WARNER ROAD, 38
 DU0699'FEET EAST OF THE CENTER LINE OF SOSSAMAN ROAD, 47 FEET SOUTHWEST OF
 DU0699'POWER POLE NUMBER 4-26, 38 FEET SOUTH OF A FENCE CORNER POST, 25 FEET
 DU0699'SOUTH OF THE CENTER OF A WIRE GATE, 1 FOOT EAST OF A FENCE, 1.6 FEET
 DU0699'EAST OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 DU0699'COATED ROD THAT IS DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED IN A
 DU0699'5-INCH IRON PIPE PROJECTING 2 INCHES.
 DU0699
 DU0699                          STATION RECOVERY (1992)
 DU0699
 DU0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0699'9.8 KM (6.10 MI) NORTHERLY ALONG ELLSWORTH ROAD FROM THE POST OFFICE
 DU0699'IN QUEEN CREEK, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG WARNER ROAD,
 DU0699'20.4 M (66.9 FT) SOUTH OF THE ROAD CENTER, 14.6 M (47.9 FT) SOUTHWEST
 DU0699'OF UTILITY POLE NUMBER 37E3S, 13.5 M (44.3 FT) SOUTH OF A FENCE, AND
 DU0699'0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS
 DU0699'ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 DU0699
 DU0699                          STATION RECOVERY (2000)
 DU0699
 DU0699'RECOVERY NOTE BY MARICOPA CO DOT 2000 (CR)
 DU0699'RECOVERED AS DESCRIBED.
 DU0699
 DU0699                          STATION RECOVERY (2003)
 DU0699
 DU0699'RECOVERY NOTE BY MARICOPA CO DOT 2003 (BPD)
 DU0699'THE MONUMENT WAS RECOVERED AS DESCRIBED HOWEVER IT IS SLIGHTLY LOOSE.
 DU0699'AT THE TIME OF RECOVERY IT WOBBLES (MOVES SIDE TO SIDE) A FEW
 DU0699'HUNDREDTHS OF A FOOT.
 DU0699
 DU0699                          STATION RECOVERY (2006)
 DU0699
 DU0699'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0699'RECOVERED IN GOOD CONDITION.
 DU0699
 DU0699                          STATION RECOVERY (2006)
 DU0699
 DU0699'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1103 ***********************************************************************
 DU1103  DESIGNATION -  X 365
 DU1103  PID         -  DU1103
 DU1103  STATE/COUNTY-  AZ/MARICOPA
 DU1103  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1103
 DU1103                         *CURRENT SURVEY CONTROL
 DU1103  ___________________________________________________________________
 DU1103* NAD 83(1986)-  33 31 01.     (N)    111 59 12.     (W)     SCALED    
 DU1103* NAVD 88     -       391.60   (+/-2cm)    1284.8    (feet)  VERTCON   
 DU1103  ___________________________________________________________________
 DU1103  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU1103  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1103
 DU1103.The horizontal coordinates were scaled from a topographic map and have
 DU1103.an estimated accuracy of +/- 6 seconds.
 DU1103
 DU1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1103.The vertical order pertains to the NGVD 29 superseded value.
 DU1103
 DU1103.The geoid height was determined by GEOID03.
 DU1103
 DU1103;                    North         East    Units  Estimated Accuracy
 DU1103;SPC AZ C     -   279,080.      206,860.      MT  (+/- 180 meters Scaled)
 DU1103
 DU1103                          SUPERSEDED SURVEY CONTROL
 DU1103
 DU1103  NGVD 29 (??/??/92)  391.006  (m)         1282.83   (f) ADJ UNCH    1 2
 DU1103
 DU1103.Superseded values are not recommended for survey control.
 DU1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1103.See file dsdata.txt to determine how the superseded data were derived.
 DU1103
 DU1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC083090(NAD 83)
 DU1103_MARKER: DB = BENCH MARK DISK
 DU1103_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU1103_SP_SET: 10 FT.
 DU1103_STAMPING: X 365 1967
 DU1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1103
 DU1103  HISTORY     - Date     Condition        Report By
 DU1103  HISTORY     - 1967     MONUMENTED       CGS
 DU1103  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1103  HISTORY     - 20070628 MARK NOT FOUND   GEOCAC
 DU1103
 DU1103                          STATION DESCRIPTION
 DU1103
 DU1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1103'6.25 MI SE FROM SUNNYSLOPE.
 DU1103'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DU1103'SUNNYSLOPE, THENCE 4.3 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DU1103'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, THENCE 1.35 MILES
 DU1103'EAST ALONG STANFORD DRIVE, OR ABOUT 2.5 MILES NORTH ALONG NORTH
 DU1103'SCOTTSDALE ROAD FROM THE POST OFFICE AT SCOTTSDALE, THENCE 3.45 MILES
 DU1103'WEST ALONG MACDONALD DRIVE, THENCE 0.5 MILE SOUTH ALONG NORTH 44TH
 DU1103'STREET, AT THE JUNCTION OF STANFORD DRIVE AND NORTH 44TH STREET, 39
 DU1103'1/2 FEET EAST OF THE CENTER LINE OF NORTH 44TH STREET, 40 FEET NORTH
 DU1103'OF POWER POLE NUMBER 4402, 68 FEET SOUTH OF THE CENTER LINE OF A
 DU1103'PRIVATE DRIVEWAY WHICH LEADS TO HOUSE NUMBER 4402, 2 FEET NORTHWEST OF
 DU1103'A 4- X 4-INCH WOODEN FENCE CORNER POST, 1.8 FEET NORTHEAST OF A METAL
 DU1103'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF NORTH 44TH STREET,
 DU1103'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DU1103'DEPTH OF 10 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE.
 DU1103
 DU1103                          STATION RECOVERY (1981)
 DU1103
 DU1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1103'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU1103
 DU1103                          STATION RECOVERY (2007)
 DU1103
 DU1103'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0047 ***********************************************************************
 DV0047  DESIGNATION -  X 366
 DV0047  PID         -  DV0047
 DV0047  STATE/COUNTY-  AZ/MARICOPA
 DV0047  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0047
 DV0047                         *CURRENT SURVEY CONTROL
 DV0047  ___________________________________________________________________
 DV0047* NAD 83(1986)-  33 38 20.     (N)    112 09 06.     (W)     SCALED    
 DV0047* NAVD 88     -       393.29   (+/-2cm)    1290.3    (feet)  VERTCON   
 DV0047  ___________________________________________________________________
 DV0047  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DV0047  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0047
 DV0047.The horizontal coordinates were scaled from a topographic map and have
 DV0047.an estimated accuracy of +/- 6 seconds.
 DV0047
 DV0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0047.The vertical order pertains to the NGVD 29 superseded value.
 DV0047
 DV0047.The geoid height was determined by GEOID03.
 DV0047
 DV0047;                    North         East    Units  Estimated Accuracy
 DV0047;SPC AZ C     -   292,630.      191,560.      MT  (+/- 180 meters Scaled)
 DV0047
 DV0047                          SUPERSEDED SURVEY CONTROL
 DV0047
 DV0047  NGVD 29 (??/??/92)  392.729  (m)         1288.48   (f) ADJ UNCH    1 2
 DV0047
 DV0047.Superseded values are not recommended for survey control.
 DV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0047.See file dsdata.txt to determine how the superseded data were derived.
 DV0047
 DV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931227(NAD 83)
 DV0047_MARKER: DB = BENCH MARK DISK
 DV0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0047_STAMPING: X 366 1967
 DV0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0047+STABILITY: SURFACE MOTION
 DV0047
 DV0047  HISTORY     - Date     Condition        Report By
 DV0047  HISTORY     - 1967     MONUMENTED       CGS
 DV0047  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0047
 DV0047                          STATION DESCRIPTION
 DV0047
 DV0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0047'8.75 MI NE FROM GLENDALE.
 DV0047'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0047'GLENDALE, THENCE 6.95 MILES NORTH ALONG NORTH 43RD AVENUE, IN SECTION
 DV0047'3, T 3 N, R 2 E, 97 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 DV0047'OF NORTH 43RD AVENUE AND BELL ROAD, 72 FEET EAST OF THE CENTER LINE OF
 DV0047'NORTH 43RD AVENUE, 46 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 DV0047'ISLAND WHICH DIVIDES THE TRAFFIC LANES OF BELL ROAD, 39 1/2 FEET EAST
 DV0047'OF A POWER POLE, 19 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A
 DV0047'FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DV0047'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 DV0047'INCHES.
 DV0047
 DV0047                          STATION RECOVERY (1981)
 DV0047
 DV0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0047'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONDTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0953 ***********************************************************************
 CZ0953  DESIGNATION -  X 37
 CZ0953  PID         -  CZ0953
 CZ0953  STATE/COUNTY-  AZ/PIMA
 CZ0953  USGS QUAD   -  KO VAYA (1979)
 CZ0953
 CZ0953                         *CURRENT SURVEY CONTROL
 CZ0953  ___________________________________________________________________
 CZ0953* NAD 83(1986)-  32 01 33.     (N)    111 56 04.     (W)     SCALED    
 CZ0953* NAVD 88     -       764.91   (+/-2cm)    2509.5    (feet)  VERTCON   
 CZ0953  ___________________________________________________________________
 CZ0953  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 CZ0953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0953
 CZ0953.The horizontal coordinates were scaled from a topographic map and have
 CZ0953.an estimated accuracy of +/- 6 seconds.
 CZ0953
 CZ0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0953.The vertical order pertains to the NGVD 29 superseded value.
 CZ0953
 CZ0953.The geoid height was determined by GEOID03.
 CZ0953
 CZ0953;                    North         East    Units  Estimated Accuracy
 CZ0953;SPC AZ C     -   113,730.      211,680.      MT  (+/- 180 meters Scaled)
 CZ0953
 CZ0953                          SUPERSEDED SURVEY CONTROL
 CZ0953
 CZ0953  NGVD 29 (??/??/92)  764.202  (m)         2507.22   (f) ADJ UNCH    2 0
 CZ0953
 CZ0953.Superseded values are not recommended for survey control.
 CZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0953.See file dsdata.txt to determine how the superseded data were derived.
 CZ0953
 CZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA117436(NAD 83)
 CZ0953_MARKER: DB = BENCH MARK DISK
 CZ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0953_STAMPING: 2507.351 X 37 1933
 CZ0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0953+STABILITY: SURFACE MOTION
 CZ0953
 CZ0953  HISTORY     - Date     Condition        Report By
 CZ0953  HISTORY     - 1933     MONUMENTED       CGS
 CZ0953  HISTORY     - 1934     GOOD             NGS
 CZ0953  HISTORY     - 1974     GOOD             USGS
 CZ0953  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CZ0953
 CZ0953                          STATION DESCRIPTION
 CZ0953
 CZ0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0953'8.7 MI NW FROM SELLS.
 CZ0953'8.7 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CZ0953'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 1.2 MILES SOUTHEAST
 CZ0953'OF THE JUNCTION OF A ROAD LEADING TO MILDREN MINE, 156 FEET WEST OF A
 CZ0953'DIP IN THE HIGHWAY, AND 40 FEET NORTH OF THE CENTERLINE OF THE
 CZ0953'HIGHWAY.  A STANDARD DISK, STAMPED 2507.351 X 37 1933 AND SET IN THE
 CZ0953'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CZ0953
 CZ0953                          STATION RECOVERY (1974)
 CZ0953
 CZ0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0953'NOLIA, 0.8 MI NE OF, THENCE 1.5 MI SOUTH ALONG OLD STATE HWY. 86. 156
 CZ0953'FT NORTH OF DIP IN ROAD, 40 FT NE OF CENTERLINE OF HWY. IN CONC.
 CZ0953'POST. STD DISK STAMPED X 37 1933 2507.351.
 CZ0953
 CZ0953                          STATION RECOVERY (1999)
 CZ0953
 CZ0953'RECOVERY NOTE BY US POWER SQUADRON 1999
 CZ0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0771 ***********************************************************************
 CZ0771  DESIGNATION -  X 38
 CZ0771  PID         -  CZ0771
 CZ0771  STATE/COUNTY-  AZ/PIMA
 CZ0771  USGS QUAD   -  THREE POINTS (1992)
 CZ0771
 CZ0771                         *CURRENT SURVEY CONTROL
 CZ0771  ___________________________________________________________________
 CZ0771* NAD 83(1986)-  32 04 14.     (N)    111 21 23.     (W)     SCALED    
 CZ0771* NAVD 88     -       782.45   (+/-2cm)    2567.1    (feet)  VERTCON   
 CZ0771  ___________________________________________________________________
 CZ0771  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0771
 CZ0771.The horizontal coordinates were scaled from a topographic map and have
 CZ0771.an estimated accuracy of +/- 6 seconds.
 CZ0771
 CZ0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0771.The vertical order pertains to the NGVD 29 superseded value.
 CZ0771
 CZ0771.The geoid height was determined by GEOID03.
 CZ0771
 CZ0771;                    North         East    Units  Estimated Accuracy
 CZ0771;SPC AZ C     -   118,830.      266,260.      MT  (+/- 180 meters Scaled)
 CZ0771
 CZ0771                          SUPERSEDED SURVEY CONTROL
 CZ0771
 CZ0771  NGVD 29 (??/??/92)  781.76   (m)         2564.8    (f) COMPUTED    2 0
 CZ0771
 CZ0771.Superseded values are not recommended for survey control.
 CZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0771.See file dsdata.txt to determine how the superseded data were derived.
 CZ0771
 CZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA663483(NAD 83)
 CZ0771_MARKER: DB = BENCH MARK DISK
 CZ0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0771_STAMPING: X 38 1933
 CZ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0771+STABILITY: SURFACE MOTION
 CZ0771
 CZ0771  HISTORY     - Date     Condition        Report By
 CZ0771  HISTORY     - 1933     MONUMENTED       CGS
 CZ0771  HISTORY     - 19950103 MARK NOT FOUND   USPSQD
 CZ0771  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 CZ0771
 CZ0771                          STATION DESCRIPTION
 CZ0771
 CZ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0771'26.3 MI W FROM TUCSON.
 CZ0771'ON AJO-TUCSON HWY., 2.8 MILES WEST OF ROBLES RANCH, 1.2 MILES WEST OF
 CZ0771'STEEL HWY. BRIDGE, 475 FEET EAST OF CONCRETE FACED DIP, 30 FEET SOUTH
 CZ0771'OF CENTER OF HWY. AND IN ROW OF POLES.
 CZ0771
 CZ0771                          STATION RECOVERY (1995)
 CZ0771
 CZ0771'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0771'MARK NOT FOUND.
 CZ0771
 CZ0771                          STATION RECOVERY (1997)
 CZ0771
 CZ0771'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0772 ***********************************************************************
 CZ0772  DESIGNATION -  X 38 RESET
 CZ0772  PID         -  CZ0772
 CZ0772  STATE/COUNTY-  AZ/PIMA
 CZ0772  USGS QUAD   -  THREE POINTS (1992)
 CZ0772
 CZ0772                         *CURRENT SURVEY CONTROL
 CZ0772  ___________________________________________________________________
 CZ0772* NAD 83(1986)-  32 04 14.     (N)    111 21 23.     (W)     SCALED    
 CZ0772* NAVD 88     -       782.63   (+/-2cm)    2567.7    (feet)  VERTCON   
 CZ0772  ___________________________________________________________________
 CZ0772  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CZ0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0772
 CZ0772.The horizontal coordinates were scaled from a topographic map and have
 CZ0772.an estimated accuracy of +/- 6 seconds.
 CZ0772
 CZ0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0772.The vertical order pertains to the NGVD 29 superseded value.
 CZ0772
 CZ0772.The geoid height was determined by GEOID03.
 CZ0772
 CZ0772;                    North         East    Units  Estimated Accuracy
 CZ0772;SPC AZ C     -   118,830.      266,260.      MT  (+/- 180 meters Scaled)
 CZ0772
 CZ0772                          SUPERSEDED SURVEY CONTROL
 CZ0772
 CZ0772  NGVD 29 (??/??/92)  781.946  (m)         2565.43   (f) ADJ UNCH    2 0
 CZ0772
 CZ0772.Superseded values are not recommended for survey control.
 CZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0772.See file dsdata.txt to determine how the superseded data were derived.
 CZ0772
 CZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA663483(NAD 83)
 CZ0772_MARKER: DB = BENCH MARK DISK
 CZ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0772_STAMPING: X 38 RESET 1951
 CZ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0772+STABILITY: SURFACE MOTION
 CZ0772
 CZ0772  HISTORY     - Date     Condition        Report By
 CZ0772  HISTORY     - 1951     MONUMENTED       CGS
 CZ0772  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 CZ0772
 CZ0772                          STATION DESCRIPTION
 CZ0772
 CZ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0772'24.9 MI SW FROM TUCSON.
 CZ0772'24.9 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VETERANS
 CZ0772'HOSPITAL AT TUCSON, PIMA COUNTY, 50 FEET SOUTHEAST OF THE CENTERLINE
 CZ0772'OF THE HIGHWAY, 3.9 FEET NORTHEAST OF A POLE, IN LINE WITH THE ROW OF
 CZ0772'POLES, 3.4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3
 CZ0772'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 38 RESET 1951
 CZ0772'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CZ0772'GROUND.
 CZ0772
 CZ0772                          STATION RECOVERY (1997)
 CZ0772
 CZ0772'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0296 ***********************************************************************
 FR0296  DESIGNATION -  X 385
 FR0296  PID         -  FR0296
 FR0296  STATE/COUNTY-  AZ/COCONINO
 FR0296  USGS QUAD   -  TRINITY MTN (1981)
 FR0296
 FR0296                         *CURRENT SURVEY CONTROL
 FR0296  ___________________________________________________________________
 FR0296* NAD 83(1986)-  35 28 16.     (N)    112 50 44.     (W)     SCALED    
 FR0296* NAVD 88     -      1754.907  (meters)    5757.56   (feet)  POSTED    
 FR0296  ___________________________________________________________________
 FR0296  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 FR0296  DYNAMIC HT  -        1752.470 (meters)    5749.56  (feet)  COMP
 FR0296  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 FR0296
 FR0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0296
 FR0296.The horizontal coordinates were scaled from a topographic map and have
 FR0296.an estimated accuracy of +/- 6 seconds.
 FR0296
 FR0296.The orthometric height was determined by differential leveling
 FR0296.and adjusted by the  in 1992.
 FR0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0296.rate of 0.0 thru 1.0 mm/km.
 FR0296
 FR0296.The geoid height was determined by GEOID03.
 FR0296
 FR0296.The dynamic height is computed by dividing the NAVD 88
 FR0296.geopotential number by the normal gravity value computed on the
 FR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0296.degrees latitude (g = 980.6199 gals.).
 FR0296
 FR0296.The modeled gravity was interpolated from observed gravity values.
 FR0296
 FR0296;                    North         East    Units  Estimated Accuracy
 FR0296;SPC AZ C     -   496,230.      129,060.      MT  (+/- 180 meters Scaled)
 FR0296
 FR0296                          SUPERSEDED SURVEY CONTROL
 FR0296
 FR0296  NGVD 29 (??/??/92) 1753.897  (m)         5754.24   (f) ADJ UNCH    2 0
 FR0296
 FR0296.Superseded values are not recommended for survey control.
 FR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0296.See file dsdata.txt to determine how the superseded data were derived.
 FR0296
 FR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE325268(NAD 83)
 FR0296_MARKER: DB = BENCH MARK DISK
 FR0296_SETTING: 66 = SET IN ROCK OUTCROP
 FR0296_SP_SET: LAVA OUTCROP
 FR0296_STAMPING: X 385 1968
 FR0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0296+STABILITY: POSITION/ELEVATION WELL
 FR0296
 FR0296  HISTORY     - Date     Condition        Report By
 FR0296  HISTORY     - 1968     MONUMENTED       CGS
 FR0296
 FR0296                          STATION DESCRIPTION
 FR0296
 FR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0296'12.65 MI N FROM SELIGMAN.
 FR0296'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0296'THE STATION AT SELIGMAN, THENCE 11.6 MILES NORTH ALONG A DIRT ROAD,
 FR0296'0.3 MILE NORTH OF THE CROSSING OF THE NORTH ONE OF TWO WASHES, IN THE
 FR0296'TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND,
 FR0296'48 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A
 FR0296'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0321 ***********************************************************************
 FR0321  DESIGNATION -  X 386
 FR0321  PID         -  FR0321
 FR0321  STATE/COUNTY-  AZ/COCONINO
 FR0321  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0321
 FR0321                         *CURRENT SURVEY CONTROL
 FR0321  ___________________________________________________________________
 FR0321* NAD 83(1986)-  35 40 10.     (N)    112 49 04.     (W)     SCALED    
 FR0321* NAVD 88     -      1874.623  (meters)    6150.33   (feet)  POSTED    
 FR0321  ___________________________________________________________________
 FR0321  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FR0321  DYNAMIC HT  -        1872.130 (meters)    6142.15  (feet)  COMP
 FR0321  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 FR0321
 FR0321  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0321
 FR0321.The horizontal coordinates were scaled from a topographic map and have
 FR0321.an estimated accuracy of +/- 6 seconds.
 FR0321
 FR0321.The orthometric height was determined by differential leveling
 FR0321.and adjusted by the  in 1992.
 FR0321.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0321.rate of 0.0 thru 1.0 mm/km.
 FR0321
 FR0321.The geoid height was determined by GEOID03.
 FR0321
 FR0321.The dynamic height is computed by dividing the NAVD 88
 FR0321.geopotential number by the normal gravity value computed on the
 FR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0321.degrees latitude (g = 980.6199 gals.).
 FR0321
 FR0321.The modeled gravity was interpolated from observed gravity values.
 FR0321
 FR0321;                    North         East    Units  Estimated Accuracy
 FR0321;SPC AZ C     -   518,210.      131,780.      MT  (+/- 180 meters Scaled)
 FR0321
 FR0321                          SUPERSEDED SURVEY CONTROL
 FR0321
 FR0321  NGVD 29 (??/??/92) 1873.716  (m)         6147.35   (f) ADJ UNCH    2 0
 FR0321
 FR0321.Superseded values are not recommended for survey control.
 FR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0321.See file dsdata.txt to determine how the superseded data were derived.
 FR0321
 FR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE354488(NAD 83)
 FR0321_MARKER: DB = BENCH MARK DISK
 FR0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0321_SP_SET: FOUNDATION
 FR0321_STAMPING: X 386 1968
 FR0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0321
 FR0321  HISTORY     - Date     Condition        Report By
 FR0321  HISTORY     - 1968     MONUMENTED       CGS
 FR0321
 FR0321                          STATION DESCRIPTION
 FR0321
 FR0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0321'31.65 MI N FROM SELIGMAN.
 FR0321'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0321'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0321'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 5.7 MILES EAST
 FR0321'ALONG A DIRT ROAD ALONG A POWER LINE, 2 TOWERS EAST OF BENCH MARK W
 FR0321'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST STEEL LEG
 FR0321'OF TOWER 861, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2
 FR0321'FOOT HIGHER THAN THE ROAD AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0344 ***********************************************************************
 FR0344  DESIGNATION -  X 387
 FR0344  PID         -  FR0344
 FR0344  STATE/COUNTY-  AZ/COCONINO
 FR0344  USGS QUAD   -  TIN HOUSE (1980)
 FR0344
 FR0344                         *CURRENT SURVEY CONTROL
 FR0344  ___________________________________________________________________
 FR0344* NAD 83(1986)-  35 43 28.     (N)    112 31 02.     (W)     SCALED    
 FR0344* NAVD 88     -      1690.771  (meters)    5547.14   (feet)  POSTED    
 FR0344  ___________________________________________________________________
 FR0344  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FR0344  DYNAMIC HT  -        1688.600 (meters)    5540.02  (feet)  COMP
 FR0344  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 FR0344
 FR0344  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0344
 FR0344.The horizontal coordinates were scaled from a topographic map and have
 FR0344.an estimated accuracy of +/- 6 seconds.
 FR0344
 FR0344.The orthometric height was determined by differential leveling
 FR0344.and adjusted by the  in 1992.
 FR0344.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0344.rate of 0.0 thru 1.0 mm/km.
 FR0344
 FR0344.The geoid height was determined by GEOID03.
 FR0344
 FR0344.The dynamic height is computed by dividing the NAVD 88
 FR0344.geopotential number by the normal gravity value computed on the
 FR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0344.degrees latitude (g = 980.6199 gals.).
 FR0344
 FR0344.The modeled gravity was interpolated from observed gravity values.
 FR0344
 FR0344;                    North         East    Units  Estimated Accuracy
 FR0344;SPC AZ C     -   524,110.      159,030.      MT  (+/- 180 meters Scaled)
 FR0344
 FR0344                          SUPERSEDED SURVEY CONTROL
 FR0344
 FR0344  NGVD 29 (??/??/92) 1689.933  (m)         5544.39   (f) ADJ UNCH    2 0
 FR0344
 FR0344.Superseded values are not recommended for survey control.
 FR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0344.See file dsdata.txt to determine how the superseded data were derived.
 FR0344
 FR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE627544(NAD 83)
 FR0344_MARKER: DB = BENCH MARK DISK
 FR0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0344_SP_SET: FOUNDATION
 FR0344_STAMPING: X 387 1968
 FR0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0344
 FR0344  HISTORY     - Date     Condition        Report By
 FR0344  HISTORY     - 1968     MONUMENTED       CGS
 FR0344
 FR0344                          STATION DESCRIPTION
 FR0344
 FR0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0344'15.4 MI W FROM WILLAHA.
 FR0344'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0344'THE SIDING SIGN AT WILLAHA, THENCE 14.6 MILES WEST ALONG A STEEL TOWER
 FR0344'POWER LINE, 3 TOWERS WEST OF BENCH MARK W 387, IN THE TOP OF THE
 FR0344'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 806, 49 FEET
 FR0344'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0344'AND GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0352 ***********************************************************************
 FR0352  DESIGNATION -  X 388
 FR0352  PID         -  FR0352
 FR0352  STATE/COUNTY-  AZ/COCONINO
 FR0352  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0352
 FR0352                         *CURRENT SURVEY CONTROL
 FR0352  ___________________________________________________________________
 FR0352* NAD 83(1986)-  35 46 47.     (N)    112 43 20.     (W)     SCALED    
 FR0352* NAVD 88     -      1714.745  (meters)    5625.79   (feet)  POSTED    
 FR0352  ___________________________________________________________________
 FR0352  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FR0352  DYNAMIC HT  -        1712.530 (meters)    5618.53  (feet)  COMP
 FR0352  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 FR0352
 FR0352  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0352
 FR0352.The horizontal coordinates were scaled from a topographic map and have
 FR0352.an estimated accuracy of +/- 6 seconds.
 FR0352
 FR0352.The orthometric height was determined by differential leveling
 FR0352.and adjusted by the  in 1992.
 FR0352.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0352.was located on a no-check spur therefore a value was not computed.
 FR0352.No vertical observational check was made to the station.
 FR0352
 FR0352.The geoid height was determined by GEOID03.
 FR0352
 FR0352.The dynamic height is computed by dividing the NAVD 88
 FR0352.geopotential number by the normal gravity value computed on the
 FR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0352.degrees latitude (g = 980.6199 gals.).
 FR0352
 FR0352.The modeled gravity was interpolated from observed gravity values.
 FR0352
 FR0352;                    North         East    Units  Estimated Accuracy
 FR0352;SPC AZ C     -   530,370.      140,530.      MT  (+/- 180 meters Scaled)
 FR0352
 FR0352                          SUPERSEDED SURVEY CONTROL
 FR0352
 FR0352  NGVD 29 (??/??/92) 1713.871  (m)         5622.93   (f) ADJ UNCH    2 0
 FR0352
 FR0352.Superseded values are not recommended for survey control.
 FR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0352.See file dsdata.txt to determine how the superseded data were derived.
 FR0352
 FR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE443608(NAD 83)
 FR0352_MARKER: DB = BENCH MARK DISK
 FR0352_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0352_SP_SET: 6.5 FT
 FR0352_STAMPING: X 388 1968
 FR0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0352
 FR0352  HISTORY     - Date     Condition        Report By
 FR0352  HISTORY     - 1968     MONUMENTED       CGS
 FR0352
 FR0352                          STATION DESCRIPTION
 FR0352
 FR0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0352'31.35 MI W FROM WILLAHA.
 FR0352'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0352'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0352'TOWER POWER LINE, THENCE 6.9 MILES NORTH ALONG A TRACK ROAD, 0.8 MILE
 FR0352'NORTHWEST OF THE JUNCTION OF A TRACK ROAD NORTHEAST, 63 FEET WEST OF
 FR0352'THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, ABOUT 1/2
 FR0352'FOOT HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 FR0352'COATED ROD DRIVEN TO A DEPTH OF 6 1/2 FEET.  THE UPPER PORTION OF THE
 FR0352'ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE
 FR0352'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0366 ***********************************************************************
 FR0366  DESIGNATION -  X 389
 FR0366  PID         -  FR0366
 FR0366  STATE/COUNTY-  AZ/COCONINO
 FR0366  USGS QUAD   -  SUPAI CAMP (1981)
 FR0366
 FR0366                         *CURRENT SURVEY CONTROL
 FR0366  ___________________________________________________________________
 FR0366* NAD 83(1986)-  35 55 10.     (N)    112 46 11.     (W)     SCALED    
 FR0366* NAVD 88     -      1762.167  (meters)    5781.38   (feet)  POSTED    
 FR0366  ___________________________________________________________________
 FR0366  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FR0366  DYNAMIC HT  -        1759.910 (meters)    5773.97  (feet)  COMP
 FR0366  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 FR0366
 FR0366  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0366
 FR0366.The horizontal coordinates were scaled from a topographic map and have
 FR0366.an estimated accuracy of +/- 6 seconds.
 FR0366
 FR0366.The orthometric height was determined by differential leveling
 FR0366.and adjusted by the  in 1992.
 FR0366.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0366.was located on a no-check spur therefore a value was not computed.
 FR0366.No vertical observational check was made to the station.
 FR0366
 FR0366.The geoid height was determined by GEOID03.
 FR0366
 FR0366.The dynamic height is computed by dividing the NAVD 88
 FR0366.geopotential number by the normal gravity value computed on the
 FR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0366.degrees latitude (g = 980.6199 gals.).
 FR0366
 FR0366.The modeled gravity was interpolated from observed gravity values.
 FR0366
 FR0366;                    North         East    Units  Estimated Accuracy
 FR0366;SPC AZ C     -   545,910.      136,370.      MT  (+/- 180 meters Scaled)
 FR0366
 FR0366                          SUPERSEDED SURVEY CONTROL
 FR0366
 FR0366  NGVD 29 (??/??/92) 1761.282  (m)         5778.47   (f) ADJ UNCH    2 0
 FR0366
 FR0366.Superseded values are not recommended for survey control.
 FR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0366.See file dsdata.txt to determine how the superseded data were derived.
 FR0366
 FR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE403764(NAD 83)
 FR0366_MARKER: DB = BENCH MARK DISK
 FR0366_SETTING: 66 = SET IN ROCK OUTCROP
 FR0366_SP_SET: SANDSTONE OUTCROP
 FR0366_STAMPING: X 389 1968
 FR0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0366+STABILITY: POSITION/ELEVATION WELL
 FR0366
 FR0366  HISTORY     - Date     Condition        Report By
 FR0366  HISTORY     - 1968     MONUMENTED       CGS
 FR0366
 FR0366                          STATION DESCRIPTION
 FR0366
 FR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0366'60.15 MI NE FROM PEACH SPRINGS.
 FR0366'7.25 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT PEACH
 FR0366'SPRINGS, THENCE 45.7 MILES NORTHEAST ALONG HUALAPAI INDIAN RESERVATION
 FR0366'ROAD, THENCE 7.2 MILES SOUTH ALONG A TRACK ROAD, AT A METAL RANCHHOUSE
 FR0366'AND STOCK POND, IN THE TOP OF A RED-SANDSTONE OUTCROP WHICH PROJECTS
 FR0366'ABOUT 0.2 FOOT ABOVE THE GROUND, ABOUT 190 FEET NORTHEAST OF THE
 FR0366'CENTER LINE OF THE ROAD, 61.6 FEET NORTHEAST OF THE NORTH CORNER OF
 FR0366'THE HOUSE, 16.0 FEET WEST OF THE WEST CORNER OF A BUILDING, 49 1/2
 FR0366'FEET SOUTHWEST OF THE SOUTHWEST FACE OF A CORRUGATED METAL WATER TANK,
 FR0366'1.9 FEET SOUTH OF A WITNESS POST, 42.55 MILES NORTHWEST OF WILLAHA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0241 ***********************************************************************
 CY0241  DESIGNATION -  X 39
 CY0241  PID         -  CY0241
 CY0241  STATE/COUNTY-  AZ/GREENLEE
 CY0241  USGS QUAD   -  YORK (1986)
 CY0241
 CY0241                         *CURRENT SURVEY CONTROL
 CY0241  ___________________________________________________________________
 CY0241* NAD 83(2007)-  32 58 21.13683(N)    109 12 08.20564(W)     NO CHECK  
 CY0241* NAVD 88     -      1177.192  (meters)    3862.17   (feet)  ADJUSTED  
 CY0241  ___________________________________________________________________
 CY0241  EPOCH DATE  -        2007.00
 CY0241  X           -  -1,761,972.461 (meters)                     COMP
 CY0241  Y           -  -5,059,047.663 (meters)                     COMP
 CY0241  Z           -   3,452,030.676 (meters)                     COMP
 CY0241  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 CY0241  ELLIP HEIGHT-        1151.576 (meters)          (02/10/07) NO CHECK
 CY0241  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CY0241  DYNAMIC HT  -        1175.487 (meters)    3856.58  (feet)  COMP
 CY0241
 CY0241  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0241  Type    PID    Designation                      North   East  Ellip
 CY0241  -------------------------------------------------------------------
 CY0241  NETWORK CY0241 X 39                              0.67   0.57   0.96
 CY0241  -------------------------------------------------------------------
 CY0241  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 CY0241
 CY0241  VERT ORDER  -  SECOND    CLASS 0
 CY0241
 CY0241.The horizontal coordinates were established by GPS observations
 CY0241.and adjusted by the National Geodetic Survey in February 2007.
 CY0241
 CY0241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0241.No horizontal observational check was made to the station.
 CY0241.The horizontal coordinates are valid at the epoch date displayed above.
 CY0241.The epoch date for horizontal control is a decimal equivalence
 CY0241.of Year/Month/Day.
 CY0241
 CY0241.The orthometric height was determined by differential leveling
 CY0241.and adjusted in June 1991.
 CY0241
 CY0241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0241
 CY0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0241
 CY0241.The ellipsoidal height was determined by GPS observations
 CY0241.and is referenced to NAD 83.
 CY0241
 CY0241.The geoid height was determined by GEOID03.
 CY0241
 CY0241.The dynamic height is computed by dividing the NAVD 88
 CY0241.geopotential number by the normal gravity value computed on the
 CY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0241.degrees latitude (g = 980.6199 gals.).
 CY0241
 CY0241.The modeled gravity was interpolated from observed gravity values.
 CY0241
 CY0241;                    North         East     Units Scale Factor Converg.
 CY0241;SPC AZ E     -   219,119.108   303,505.739   MT  1.00000017   +0 31 29.6
 CY0241;SPC AZ E     -   718,894.71    995,753.74   iFT  1.00000017   +0 31 29.6
 CY0241;UTM  12      - 3,649,677.177   667,998.905   MT  0.99994801   +0 58 43.0
 CY0241
 CY0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0241!SPC AZ E     -   0.99981923  x   1.00000017  =   0.99981940
 CY0241!UTM  12      -   0.99981923  x   0.99994801  =   0.99976725
 CY0241
 CY0241                          SUPERSEDED SURVEY CONTROL
 CY0241
 CY0241  NAD 83(1992)-  32 58 21.13668(N)    109 12 08.20593(W) AD(       ) 1
 CY0241  ELLIP H (09/21/05) 1151.570  (m)                       GP(       ) 4 2
 CY0241  NAVD 88 (09/21/05) 1177.19   (m)         3862.2    (f) LEVELING    3  
 CY0241  NGVD 29 (??/??/92) 1176.447  (m)         3859.73   (f) ADJ UNCH    2 0
 CY0241
 CY0241.Superseded values are not recommended for survey control.
 CY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0241.See file dsdata.txt to determine how the superseded data were derived.
 CY0241
 CY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB6799949677(NAD 83)
 CY0241_MARKER: DB = BENCH MARK DISK
 CY0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0241_STAMPING: X 39 1934
 CY0241_MARK LOGO: CGS   
 CY0241_PROJECTION: PROJECTING 30 CENTIMETERS
 CY0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0241+STABILITY: SURFACE MOTION
 CY0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0241+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 CY0241
 CY0241  HISTORY     - Date     Condition        Report By
 CY0241  HISTORY     - 1934     MONUMENTED       CGS
 CY0241  HISTORY     - 20050616 GOOD             WOOLPT
 CY0241  HISTORY     - 20080310 GOOD             EVANS
 CY0241
 CY0241                          STATION DESCRIPTION
 CY0241
 CY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0241'10.5 MI S FROM CLIFTON.
 CY0241'10.5 MILES SOUTH EAST ALONG HWY. NO. 78.  ON STATE HWY. NO.78, 0.4
 CY0241'MILE NORTH EAST OF JUNCTION WITH HWY. NO.75, ABOUT 300 FT. SOUTH OF
 CY0241'BUILDINGS USED BY STATE HWY. DEPT., 36 FT. NORTH OF CENTER LINE OF
 CY0241'HWY., AND 27 FT. WEST OF CENTER LINE OF SMALL ROAD TO HWY. STATION.
 CY0241
 CY0241                          STATION RECOVERY (2005)
 CY0241
 CY0241'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 CY0241'DESCRIBED BY WOOLPERT, INC. 2005 (DJK) THE STATION IS LOCATED ABOUT
 CY0241'16.9 KM (10.5 MI) SOUTH OF CLIFTON, ARIZONA.
 CY0241' 
 CY0241'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND
 CY0241'75. AND US HIGHWAY 191.  GO NORTHEAST ON STATE HIGHWAY 78 FOR 4.0 KM
 CY0241'(2.5 MI) AND THE STATION ON THE LEFT.
 CY0241' 
 CY0241'THE MARK IS A CGS BENCH MARK DISK SET IN A 1FT X 1FT CONCRETE POST 1
 CY0241'FT ABOVE GROUND. THE MARK IS 129.5 M (425 FT) WEST OF THE ROW FENCE,
 CY0241'9.1 M (30 FT) NORTH OF AN OLD TWO TRACK ROAD, AND 0.9 M (3 FT) NORTH
 CY0241'OF A METAL SURVEY MARKER.
 CY0241
 CY0241                          STATION RECOVERY (2008)
 CY0241
 CY0241'RECOVERY NOTE BY DAVID EVANS + ASSOC 2008
 CY0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0559 ***********************************************************************
 FR0559  DESIGNATION -  X 391
 FR0559  PID         -  FR0559
 FR0559  STATE/COUNTY-  AZ/MOHAVE
 FR0559  USGS QUAD   -  HUALAPAI SPRING (1980)
 FR0559
 FR0559                         *CURRENT SURVEY CONTROL
 FR0559  ___________________________________________________________________
 FR0559* NAD 83(1986)-  35 10 49.     (N)    113 46 14.     (W)     SCALED    
 FR0559* NAVD 88     -      1262.521  (meters)    4142.12   (feet)  POSTED    
 FR0559  ___________________________________________________________________
 FR0559  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FR0559  DYNAMIC HT  -        1260.960 (meters)    4137.00  (feet)  COMP
 FR0559  MODELED GRAV-     979,352.8   (mgal)                       NAVD 88
 FR0559
 FR0559  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0559
 FR0559.The horizontal coordinates were scaled from a topographic map and have
 FR0559.an estimated accuracy of +/- 6 seconds.
 FR0559
 FR0559.The orthometric height was determined by differential leveling
 FR0559.and adjusted by the  in 1992.
 FR0559.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0559.rate of 0.0 thru 1.0 mm/km.
 FR0559
 FR0559.The geoid height was determined by GEOID03.
 FR0559
 FR0559.The dynamic height is computed by dividing the NAVD 88
 FR0559.geopotential number by the normal gravity value computed on the
 FR0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0559.degrees latitude (g = 980.6199 gals.).
 FR0559
 FR0559.The modeled gravity was interpolated from observed gravity values.
 FR0559
 FR0559;                    North         East    Units  Estimated Accuracy
 FR0559;SPC AZ W     -   463,590.      211,490.      MT  (+/- 180 meters Scaled)
 FR0559
 FR0559                          SUPERSEDED SURVEY CONTROL
 FR0559
 FR0559  NGVD 29 (??/??/92) 1261.683  (m)         4139.37   (f) ADJ UNCH    2 0
 FR0559
 FR0559.Superseded values are not recommended for survey control.
 FR0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0559.See file dsdata.txt to determine how the superseded data were derived.
 FR0559
 FR0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD477965(NAD 83)
 FR0559_MARKER: DB = BENCH MARK DISK
 FR0559_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0559_SP_SET: UNSPEC. ROCK
 FR0559_STAMPING: X 391 1962
 FR0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0559
 FR0559  HISTORY     - Date     Condition        Report By
 FR0559  HISTORY     - 1962     MONUMENTED       CGS
 FR0559
 FR0559                          STATION DESCRIPTION
 FR0559
 FR0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0559'18.6 MI NE FROM KINGMAN.
 FR0559'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0559'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0559'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0559'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0559'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0559'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE
 FR0559'LINE, THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.2
 FR0559'MILES EAST ALONG THE PIPE LINE, THENCE 0.2 MILE NORTHEAST ALONG A DIRT
 FR0559'ROAD TO ANOTHER PIPE LINE, THENCE ABOUT 0.25 MILE EAST ALONG THE PIPE
 FR0559'LINE, AND ABOUT 0.2 MILE EAST OF A POWER LINE CROSSING, 117 FEET SOUTH
 FR0559'OF THE CENTER OF THE PIPE LINE ROAD, 96.0 FEET SOUTH OF A METAL
 FR0559'WITNESS POST, AND SET IN THE TOP OF 2 BY 2 FOOT ROCK PROJECTING ABOUT
 FR0559'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0438 ***********************************************************************
 FR0438  DESIGNATION -  X 392
 FR0438  PID         -  FR0438
 FR0438  STATE/COUNTY-  AZ/YAVAPAI
 FR0438  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0438
 FR0438                         *CURRENT SURVEY CONTROL
 FR0438  ___________________________________________________________________
 FR0438* NAD 83(1986)-  35 11 44.     (N)    113 19 08.     (W)     SCALED    
 FR0438* NAVD 88     -      1571.332  (meters)    5155.28   (feet)  POSTED    
 FR0438  ___________________________________________________________________
 FR0438  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FR0438  DYNAMIC HT  -        1569.260 (meters)    5148.48  (feet)  COMP
 FR0438  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 FR0438
 FR0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0438
 FR0438.The horizontal coordinates were scaled from a topographic map and have
 FR0438.an estimated accuracy of +/- 6 seconds.
 FR0438
 FR0438.The orthometric height was determined by differential leveling
 FR0438.and adjusted by the  in 1992.
 FR0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0438.rate of 0.0 thru 1.0 mm/km.
 FR0438
 FR0438.The geoid height was determined by GEOID03.
 FR0438
 FR0438.The dynamic height is computed by dividing the NAVD 88
 FR0438.geopotential number by the normal gravity value computed on the
 FR0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0438.degrees latitude (g = 980.6199 gals.).
 FR0438
 FR0438.The modeled gravity was interpolated from observed gravity values.
 FR0438
 FR0438;                    North         East    Units  Estimated Accuracy
 FR0438;SPC AZ C     -   466,170.       85,670.      MT  (+/- 180 meters Scaled)
 FR0438
 FR0438                          SUPERSEDED SURVEY CONTROL
 FR0438
 FR0438  NGVD 29 (??/??/92) 1570.422  (m)         5152.29   (f) ADJ UNCH    2 0
 FR0438
 FR0438.Superseded values are not recommended for survey control.
 FR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0438.See file dsdata.txt to determine how the superseded data were derived.
 FR0438
 FR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD888971(NAD 83)
 FR0438_MARKER: DB = BENCH MARK DISK
 FR0438_SETTING: 66 = SET IN ROCK OUTCROP
 FR0438_SP_SET: ROCK OUTCROP
 FR0438_STAMPING: X 392 1962
 FR0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0438+STABILITY: POSITION/ELEVATION WELL
 FR0438
 FR0438  HISTORY     - Date     Condition        Report By
 FR0438  HISTORY     - 1962     MONUMENTED       CGS
 FR0438
 FR0438                          STATION DESCRIPTION
 FR0438
 FR0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0438'30.0 MI W FROM SELIGMAN.
 FR0438'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0438'ITS STATION AT SELIGMAN, THENCE ABOUT 27.0 MILES WEST ALONG A GRAVEL
 FR0438'AND DIRT ROAD, ABOUT 0.3 MILE SOUTH OF A FENCE LINE AND GATE, ABOUT
 FR0438'0.4 MILE SOUTH OF A PIPE LINE CROSSING, SET IN TOP OF A 2 BY 2 FOOT
 FR0438'ROCK OUTCROP PROJECTING 0.5 FOOT, 31 FEET SOUTHWEST OF THE CENTER OF
 FR0438'THE ROAD, 4.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET
 FR0438'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0210 ***********************************************************************
 FR0210  DESIGNATION -  X 393
 FR0210  PID         -  FR0210
 FR0210  STATE/COUNTY-  AZ/YAVAPAI
 FR0210  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0210
 FR0210                         *CURRENT SURVEY CONTROL
 FR0210  ___________________________________________________________________
 FR0210* NAD 83(2007)-  35 19 47.36954(N)    112 55 52.95416(W)     NO CHECK  
 FR0210* NAVD 88     -      1607.408  (meters)    5273.64   (feet)  ADJUSTED  
 FR0210  ___________________________________________________________________
 FR0210  EPOCH DATE  -        2007.00
 FR0210  X           -  -2,030,214.242 (meters)                     COMP
 FR0210  Y           -  -4,798,857.258 (meters)                     COMP
 FR0210  Z           -   3,668,695.544 (meters)                     COMP
 FR0210  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 FR0210  ELLIP HEIGHT-        1581.983 (meters)          (02/10/07) NO CHECK
 FR0210  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 FR0210  DYNAMIC HT  -        1605.312 (meters)    5266.76  (feet)  COMP
 FR0210
 FR0210  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FR0210  Type    PID    Designation                      North   East  Ellip
 FR0210  -------------------------------------------------------------------
 FR0210  NETWORK FR0210 X 393                             0.27   0.35   4.12
 FR0210  -------------------------------------------------------------------
 FR0210  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 FR0210
 FR0210  VERT ORDER  -  FIRST     CLASS II
 FR0210
 FR0210.The horizontal coordinates were established by GPS observations
 FR0210.and adjusted by the National Geodetic Survey in February 2007.
 FR0210
 FR0210.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0210.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0210.No horizontal observational check was made to the station.
 FR0210.The horizontal coordinates are valid at the epoch date displayed above.
 FR0210.The epoch date for horizontal control is a decimal equivalence
 FR0210.of Year/Month/Day.
 FR0210
 FR0210.The orthometric height was determined by differential leveling
 FR0210.and adjusted in June 1991.
 FR0210
 FR0210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0210
 FR0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0210
 FR0210.The ellipsoidal height was determined by GPS observations
 FR0210.and is referenced to NAD 83.
 FR0210
 FR0210.The geoid height was determined by GEOID03.
 FR0210
 FR0210.The dynamic height is computed by dividing the NAVD 88
 FR0210.geopotential number by the normal gravity value computed on the
 FR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0210.degrees latitude (g = 980.6199 gals.).
 FR0210
 FR0210.The modeled gravity was interpolated from observed gravity values.
 FR0210
 FR0210;                    North         East     Units Scale Factor Converg.
 FR0210;SPC AZ C     -   480,634.929   121,109.871   MT  1.00000484   -0 35 12.6
 FR0210;SPC AZ C     - 1,576,886.25    397,342.10   iFT  1.00000484   -0 35 12.6
 FR0210;UTM  12      - 3,911,331.711   324,457.737   MT  0.99997977   -1 07 01.8
 FR0210
 FR0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0210!SPC AZ C     -   0.99975175  x   1.00000484  =   0.99975659
 FR0210!UTM  12      -   0.99975175  x   0.99997977  =   0.99973153
 FR0210
 FR0210                          SUPERSEDED SURVEY CONTROL
 FR0210
 FR0210  NAD 83(1992)-  35 19 47.36940(N)    112 55 52.95402(W) AD(       ) 1
 FR0210  ELLIP H (07/14/03) 1581.986  (m)                       GP(       ) 3 1
 FR0210  NAVD 88 (07/14/03) 1607.41   (m)         5273.6    (f) LEVELING    3  
 FR0210  NGVD 29 (??/??/92) 1606.544  (m)         5270.80   (f) ADJ UNCH    1 2
 FR0210
 FR0210.Superseded values are not recommended for survey control.
 FR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0210.See file dsdata.txt to determine how the superseded data were derived.
 FR0210
 FR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE2445811332(NAD 83)
 FR0210_MARKER: DB = BENCH MARK DISK
 FR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0210_STAMPING: X 393 1962
 FR0210_MARK LOGO: CGS   
 FR0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 FR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0210+STABILITY: SURFACE MOTION
 FR0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0210+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 FR0210
 FR0210  HISTORY     - Date     Condition        Report By
 FR0210  HISTORY     - 1962     MONUMENTED       CGS
 FR0210  HISTORY     - 1982     GOOD             NGS
 FR0210  HISTORY     - 20030226 SEE DESCRIPTION  AZ-025
 FR0210
 FR0210                          STATION DESCRIPTION
 FR0210
 FR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0210'3.5 MI W FROM SELIGMAN.
 FR0210'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0210'ITS STATION AT SELIGMAN, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVEL
 FR0210'ROAD, AT THE CROSSING OF A PIPE LINE, 51 FEET NORTH OF THE CENTER OF
 FR0210'THE ROAD, 141 FEET NORTHEAST OF THE CENTER OF THE PIPE LINE CROSSING,
 FR0210'2.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 FR0210'OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FR0210
 FR0210                          STATION RECOVERY (1982)
 FR0210
 FR0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0210'RECOVERED IN GOOD CONDITION.
 FR0210
 FR0210                          STATION RECOVERY (2003)
 FR0210
 FR0210'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 2003 (WRA)
 FR0210'STATION RECOVERED IN GOOD CONDITION, NEW TO REACH FOLLOWS.
 FR0210' 
 FR0210'TO REACH THE STATION, PROCEED 2.5 MILES WEST (4.0 KM) FROM THE
 FR0210'SELIGMAN
 FR0210'POST OFFICE ALONG HISTORIC ROUTE 66, THENCE 0.5 MILE SOUTHWEST ALONG
 FR0210'FORT ROCK RANCH ROAD, TO THE CROSSING OF A PIPELINE.  THE STATION IS
 FR0210'APPROXIMATELY 60 FT NORTH OF THE CENTER OF THE ROAD, 141 FT NORTHEAST
 FR0210'OF THE CENTER OF THE PIPELINE CROSSING. 2.9 FT SOUTH OF A METAL
 FR0210'WITNESS
 FR0210'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 FR0210'A
 FR0210'CONCRETE POST PROJECTING 2 INCHES.
 FR0210'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0775 ***********************************************************************
 DW0775  DESIGNATION -  X 394
 DW0775  PID         -  DW0775
 DW0775  STATE/COUNTY-  AZ/LA PAZ
 DW0775  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0775
 DW0775                         *CURRENT SURVEY CONTROL
 DW0775  ___________________________________________________________________
 DW0775* NAD 83(1986)-  33 39 06.     (N)    114 17 31.     (W)     SCALED    
 DW0775* NAVD 88     -       321.91   (+/-2cm)    1056.1    (feet)  VERTCON   
 DW0775  ___________________________________________________________________
 DW0775  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DW0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0775
 DW0775.The horizontal coordinates were scaled from a topographic map and have
 DW0775.an estimated accuracy of +/- 6 seconds.
 DW0775
 DW0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0775.The vertical order pertains to the NGVD 29 superseded value.
 DW0775
 DW0775.The geoid height was determined by GEOID03.
 DW0775
 DW0775;                    North         East    Units  Estimated Accuracy
 DW0775;SPC AZ W     -   294,160.      163,090.      MT  (+/- 180 meters Scaled)
 DW0775
 DW0775                          SUPERSEDED SURVEY CONTROL
 DW0775
 DW0775  NGVD 29 (??/??/??)  321.221  (m)         1053.87   (f) ADJUSTED    2 0
 DW0775
 DW0775.Superseded values are not recommended for survey control.
 DW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0775.See file dsdata.txt to determine how the superseded data were derived.
 DW0775
 DW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT511268(NAD 83)
 DW0775_MARKER: DB = BENCH MARK DISK
 DW0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0775_STAMPING: X 394 1962
 DW0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0775+STABILITY: SURFACE MOTION
 DW0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0775+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW0775
 DW0775  HISTORY     - Date     Condition        Report By
 DW0775  HISTORY     - 1962     MONUMENTED       CGS
 DW0775  HISTORY     - 20090218 GOOD             GEOCAC
 DW0775
 DW0775                          STATION DESCRIPTION
 DW0775
 DW0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0775'3.9 MI W FROM QUARTZSITE.
 DW0775'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE
 DW0775'POST OFFICE AT QUARTZSITE, 200 FEET SOUTH OF THE CENTER OF
 DW0775'THE HIGHWAY, 245 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DW0775'15 FOOT CONCRETE BOX CULVERT, 2.8 FEET WEST OF A METAL RIGHT
 DW0775'OF WAY MARKER, 2.3 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 DW0775'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS SET IN TOP OF A
 DW0775'CONCRETE POST PROJECTING 4 INCHES.
 DW0775
 DW0775                          STATION RECOVERY (2009)
 DW0775
 DW0775'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW0775'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR (HH2) INDICATED
 DW0775'COORDINATES OF N 33 39 06.4 W 114 17 31.0 (DMS).  PRIOR REFERENCE
 DW0775'TO HIGHWAY 60 AND 70 SHOULD NOW REFER TO EASTBOUND LANES
 DW0775'OF I-10.  MORE SAFELY ACCESSIBLE FROM THE SOUTH VIA A SHORT PACK
 DW0775'NORTH FROM DOME ROCK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1097 ***********************************************************************
 DV1097  DESIGNATION -  X 395 7
 DV1097  PID         -  DV1097
 DV1097  STATE/COUNTY-  AZ/LA PAZ
 DV1097  USGS QUAD   -  BEAR HILLS (1990)
 DV1097
 DV1097                         *CURRENT SURVEY CONTROL
 DV1097  ___________________________________________________________________
 DV1097* NAD 83(1986)-  33 38 53.     (N)    113 54 17.     (W)     SCALED    
 DV1097* NAVD 88     -       410.56   (+/-2cm)    1347.0    (feet)  VERTCON   
 DV1097  ___________________________________________________________________
 DV1097  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1097
 DV1097.The horizontal coordinates were scaled from a topographic map and have
 DV1097.an estimated accuracy of +/- 6 seconds.
 DV1097
 DV1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1097.The vertical order pertains to the NGVD 29 superseded value.
 DV1097
 DV1097.The geoid height was determined by GEOID03.
 DV1097
 DV1097;                    North         East    Units  Estimated Accuracy
 DV1097;SPC AZ W     -   293,640.      199,010.      MT  (+/- 180 meters Scaled)
 DV1097
 DV1097                          SUPERSEDED SURVEY CONTROL
 DV1097
 DV1097  NGVD 29 (??/??/92)  409.872  (m)         1344.72   (f) ADJ UNCH    2 0
 DV1097
 DV1097.Superseded values are not recommended for survey control.
 DV1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1097.See file dsdata.txt to determine how the superseded data were derived.
 DV1097
 DV1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC306269(NAD 83)
 DV1097_MARKER: DB = BENCH MARK DISK
 DV1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1097_STAMPING: X 395 7 1962
 DV1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1097+STABILITY: SURFACE MOTION
 DV1097
 DV1097  HISTORY     - Date     Condition        Report By
 DV1097  HISTORY     - 1962     MONUMENTED       CGS
 DV1097
 DV1097                          STATION DESCRIPTION
 DV1097
 DV1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1097'5.85 MI SE FROM BRENDA.
 DV1097'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1097'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 3.5 MILES
 DV1097'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1097'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.3 FEET NORTHWEST OF A METAL
 DV1097'WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1137 ***********************************************************************
 DV1137  DESIGNATION -  X 396 27
 DV1137  PID         -  DV1137
 DV1137  STATE/COUNTY-  AZ/LA PAZ
 DV1137  USGS QUAD   -  HOPE SE (1990)
 DV1137
 DV1137                         *CURRENT SURVEY CONTROL
 DV1137  ___________________________________________________________________
 DV1137* NAD 83(1986)-  33 35 59.     (N)    113 33 30.     (W)     SCALED    
 DV1137* NAVD 88     -       423.46   (+/-2cm)    1389.3    (feet)  VERTCON   
 DV1137  ___________________________________________________________________
 DV1137  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1137
 DV1137.The horizontal coordinates were scaled from a topographic map and have
 DV1137.an estimated accuracy of +/- 6 seconds.
 DV1137
 DV1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1137.The vertical order pertains to the NGVD 29 superseded value.
 DV1137
 DV1137.The geoid height was determined by GEOID03.
 DV1137
 DV1137;                    North         East    Units  Estimated Accuracy
 DV1137;SPC AZ W     -   288,290.      231,150.      MT  (+/- 180 meters Scaled)
 DV1137
 DV1137                          SUPERSEDED SURVEY CONTROL
 DV1137
 DV1137  NGVD 29 (??/??/92)  422.779  (m)         1387.07   (f) ADJ UNCH    2 0
 DV1137
 DV1137.Superseded values are not recommended for survey control.
 DV1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1137.See file dsdata.txt to determine how the superseded data were derived.
 DV1137
 DV1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC626207(NAD 83)
 DV1137_MARKER: DB = BENCH MARK DISK
 DV1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1137_STAMPING: X 396 27 1962
 DV1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1137+STABILITY: SURFACE MOTION
 DV1137
 DV1137  HISTORY     - Date     Condition        Report By
 DV1137  HISTORY     - 1962     MONUMENTED       CGS
 DV1137  HISTORY     - 19870204 GOOD             USGS
 DV1137
 DV1137                          STATION DESCRIPTION
 DV1137
 DV1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1137'17.8 MI SE FROM SALOME.
 DV1137'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1137'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1137'THENCE 3.5 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE
 DV1137'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 2.3 FEET
 DV1137'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1137'PROJECTING 1 INCH.
 DV1137
 DV1137                          STATION RECOVERY (1987)
 DV1137
 DV1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0693 ***********************************************************************
 DV0693  DESIGNATION -  X 399
 DV0693  PID         -  DV0693
 DV0693  STATE/COUNTY-  AZ/MARICOPA
 DV0693  USGS QUAD   -  PHOENIX (1982)
 DV0693
 DV0693                         *CURRENT SURVEY CONTROL
 DV0693  ___________________________________________________________________
 DV0693* NAD 83(1986)-  33 25 45.     (N)    112 01 17.     (W)     SCALED    
 DV0693* NAVD 88     -       338.77   (+/-2cm)    1111.4    (feet)  VERTCON   
 DV0693  ___________________________________________________________________
 DV0693  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0693
 DV0693.This mark is at Phoenix Sky Harbor Intl Airport (PHX)
 DV0693
 DV0693.The horizontal coordinates were scaled from a topographic map and have
 DV0693.an estimated accuracy of +/- 6 seconds.
 DV0693
 DV0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0693.The vertical order pertains to the NGVD 29 superseded value.
 DV0693
 DV0693.The geoid height was determined by GEOID03.
 DV0693
 DV0693;                    North         East    Units  Estimated Accuracy
 DV0693;SPC AZ C     -   269,350.      203,620.      MT  (+/- 180 meters Scaled)
 DV0693
 DV0693                          SUPERSEDED SURVEY CONTROL
 DV0693
 DV0693  NGVD 29 (??/??/92)  338.117  (m)         1109.31   (f) ADJ UNCH    2 0
 DV0693
 DV0693.Superseded values are not recommended for survey control.
 DV0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0693.See file dsdata.txt to determine how the superseded data were derived.
 DV0693
 DV0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB050993(NAD 83)
 DV0693_MARKER: DB = BENCH MARK DISK
 DV0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0693_SP_SET: CONCRETE BASE
 DV0693_STAMPING: X 399 1967
 DV0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0693
 DV0693  HISTORY     - Date     Condition        Report By
 DV0693  HISTORY     - 1967     MONUMENTED       CGS
 DV0693  HISTORY     - 1976     GOOD             NGS
 DV0693
 DV0693                          STATION DESCRIPTION
 DV0693
 DV0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0693'3.0 MI E FROM PHOENIX.
 DV0693'THIS MARK IS LOCATED IN THE FOUNDATION OF THE FEDERAL AVIATION AGENCEY
 DV0693'DISTRICT OFFICE BUILDING AT THE SKY HARBOR INTERNATIONAL AIRPORT. IT
 DV0693'IS ABOUT 2750 FEET EAST OF 24TH STREET AND ABOUT 940 FEET SOUTH OF THE
 DV0693'SOUTH EDGE OF THE NORTH PARALLEL RUNWAY.  IT IS IN THE NORTHEAST
 DV0693'QUADRANT FORMED BY THE STAIRWAY TO THE SECOND FLOOR OF THE BUILDING
 DV0693'NEAR THE NORTHWEST CORNER OF THE BUILDING.  IT IS SET IN THE CONCRETE
 DV0693'BASE OF THE STEEL ANTENNA ARRAY ALONG SIDE THE STAIRWAY. IT IS 26.8
 DV0693'FEET EAST OF THE NORTHEAST CORNER OF THE FENCE.  11.7 FEET NORTH OF
 DV0693'THE NORTH EDGE OF THE BUILDING.  1.5 FEET NORTHEAST OF THE STEEL
 DV0693'ANTENNA.  1.4 FEET SOUTH OF THE NORTH EDGE OF BASE.  1.3 FEET WEST OF
 DV0693'THE EAST EDGE OF BASE.  A STANDARD BENCH MARK DISK SET IN A DRILL HOLE
 DV0693'IN THE CONCRETE BASE OF THE STEEL ANTENNA ARRAY.
 DV0693
 DV0693                          STATION RECOVERY (1976)
 DV0693
 DV0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DV0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0570 ***********************************************************************
 CY0570  DESIGNATION -  X 40
 CY0570  PID         -  CY0570
 CY0570  STATE/COUNTY-  AZ/GRAHAM
 CY0570  USGS QUAD   -  SAN JOSE (1985)
 CY0570
 CY0570                         *CURRENT SURVEY CONTROL
 CY0570  ___________________________________________________________________
 CY0570* NAD 83(1986)-  32 49 51.     (N)    109 34 32.     (W)     SCALED    
 CY0570* NAVD 88     -       925.798  (meters)    3037.39   (feet)  ADJUSTED  
 CY0570  ___________________________________________________________________
 CY0570  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CY0570  DYNAMIC HT  -         924.515 (meters)    3033.18  (feet)  COMP
 CY0570  MODELED GRAV-     979,221.3   (mgal)                       NAVD 88
 CY0570
 CY0570  VERT ORDER  -  SECOND    CLASS 0
 CY0570
 CY0570.The horizontal coordinates were scaled from a topographic map and have
 CY0570.an estimated accuracy of +/- 6 seconds.
 CY0570
 CY0570.The orthometric height was determined by differential leveling
 CY0570.and adjusted in June 1991.
 CY0570
 CY0570.The geoid height was determined by GEOID03.
 CY0570
 CY0570.The dynamic height is computed by dividing the NAVD 88
 CY0570.geopotential number by the normal gravity value computed on the
 CY0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0570.degrees latitude (g = 980.6199 gals.).
 CY0570
 CY0570.The modeled gravity was interpolated from observed gravity values.
 CY0570
 CY0570;                    North         East    Units  Estimated Accuracy
 CY0570;SPC AZ E     -   203,150.      268,700.      MT  (+/- 180 meters Scaled)
 CY0570
 CY0570                          SUPERSEDED SURVEY CONTROL
 CY0570
 CY0570  NGVD 29 (??/??/92)  925.212  (m)         3035.47   (f) ADJ UNCH    2 0
 CY0570
 CY0570.Superseded values are not recommended for survey control.
 CY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0570.See file dsdata.txt to determine how the superseded data were derived.
 CY0570
 CY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB333334(NAD 83)
 CY0570_MARKER: DB = BENCH MARK DISK
 CY0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0570_STAMPING: X 40 1934
 CY0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0570+STABILITY: SURFACE MOTION
 CY0570
 CY0570  HISTORY     - Date     Condition        Report By
 CY0570  HISTORY     - 1934     MONUMENTED       CGS
 CY0570
 CY0570                          STATION DESCRIPTION
 CY0570
 CY0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0570'3.7 MI E FROM SOLOMONVILLE.
 CY0570'ON U. S. HWY. NO. 180, ABOUT 300 FT. EAST OF WIND MILL AND TOWER, 200
 CY0570'FT. SOUTH OF PLASTERED HOUSE, AND 50 FT. NORTH OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0084 ***********************************************************************
 GP0084  DESIGNATION -  X 401
 GP0084  PID         -  GP0084
 GP0084  STATE/COUNTY-  AZ/COCONINO
 GP0084  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0084
 GP0084                         *CURRENT SURVEY CONTROL
 GP0084  ___________________________________________________________________
 GP0084* NAD 83(1986)-  36 57 40.     (N)    111 22 14.     (W)     SCALED    
 GP0084* NAVD 88     -      1192.430  (meters)    3912.16   (feet)  ADJUSTED  
 GP0084  ___________________________________________________________________
 GP0084  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 GP0084  DYNAMIC HT  -        1191.033 (meters)    3907.58  (feet)  COMP
 GP0084  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 GP0084
 GP0084  VERT ORDER  -  FIRST     CLASS II
 GP0084
 GP0084.The horizontal coordinates were scaled from a topographic map and have
 GP0084.an estimated accuracy of +/- 6 seconds.
 GP0084
 GP0084.The orthometric height was determined by differential leveling
 GP0084.and adjusted in June 1991.
 GP0084
 GP0084.The geoid height was determined by GEOID03.
 GP0084
 GP0084.The dynamic height is computed by dividing the NAVD 88
 GP0084.geopotential number by the normal gravity value computed on the
 GP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0084.degrees latitude (g = 980.6199 gals.).
 GP0084
 GP0084.The modeled gravity was interpolated from observed gravity values.
 GP0084
 GP0084;                    North         East    Units  Estimated Accuracy
 GP0084;SPC AZ C     -   661,290.      261,990.      MT  (+/- 180 meters Scaled)
 GP0084
 GP0084                          SUPERSEDED SURVEY CONTROL
 GP0084
 GP0084  NGVD 29 (??/??/92) 1191.499  (m)         3909.11   (f) ADJ UNCH    1 2
 GP0084
 GP0084.Superseded values are not recommended for survey control.
 GP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0084.See file dsdata.txt to determine how the superseded data were derived.
 GP0084
 GP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF670906(NAD 83)
 GP0084_MARKER: DB = BENCH MARK DISK
 GP0084_SETTING: 66 = SET IN ROCK OUTCROP
 GP0084_SP_SET: BEDROCK
 GP0084_STAMPING: X 401 1962
 GP0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0084+STABILITY: POSITION/ELEVATION WELL
 GP0084
 GP0084  HISTORY     - Date     Condition        Report By
 GP0084  HISTORY     - 1962     MONUMENTED       CGS
 GP0084
 GP0084                          STATION DESCRIPTION
 GP0084
 GP0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0084'6.9 MI NE FROM PAGE.
 GP0084'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0084'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0084'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0084'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0084'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0084'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 5.4 MILES NORTHEAST
 GP0084'ACROSS COUNTRY.  4.1 MILES NORTHEAST OF ANTELOPE CREEK, 0.6 MILE
 GP0084'SOUTHWEST OF NAVAJO CREEK, 0.5 MILE SOUTHWEST OF A 4X4-INCH WHITE
 GP0084'WOODEN POST, SET IN BEDROCK, AT THE BASE OF THE SOUTH SLOPE OF A HILL
 GP0084'OF ROCK ON WHICH THE LETTERS B M ARE PAINTED IN WHITE PAINT, 41.5 FEET
 GP0084'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1275 ***********************************************************************
 DU1275  DESIGNATION -  X 403
 DU1275  PID         -  DU1275
 DU1275  STATE/COUNTY-  AZ/GILA
 DU1275  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1275
 DU1275                         *CURRENT SURVEY CONTROL
 DU1275  ___________________________________________________________________
 DU1275* NAD 83(1986)-  33 33 56.     (N)    110 56 48.     (W)     SCALED    
 DU1275* NAVD 88     -      1014.245  (meters)    3327.57   (feet)  ADJUSTED  
 DU1275  ___________________________________________________________________
 DU1275  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DU1275  DYNAMIC HT  -        1012.885 (meters)    3323.11  (feet)  COMP
 DU1275  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 DU1275
 DU1275  VERT ORDER  -  FIRST     CLASS II
 DU1275
 DU1275.The horizontal coordinates were scaled from a topographic map and have
 DU1275.an estimated accuracy of +/- 6 seconds.
 DU1275
 DU1275.The orthometric height was determined by differential leveling
 DU1275.and adjusted in June 1991.
 DU1275
 DU1275.The geoid height was determined by GEOID03.
 DU1275
 DU1275.The dynamic height is computed by dividing the NAVD 88
 DU1275.geopotential number by the normal gravity value computed on the
 DU1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1275.degrees latitude (g = 980.6199 gals.).
 DU1275
 DU1275.The modeled gravity was interpolated from observed gravity values.
 DU1275
 DU1275;                    North         East    Units  Estimated Accuracy
 DU1275;SPC AZ E     -   284,740.      140,940.      MT  (+/- 180 meters Scaled)
 DU1275
 DU1275                          SUPERSEDED SURVEY CONTROL
 DU1275
 DU1275.No superseded survey control is available for this station.
 DU1275
 DU1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC049139(NAD 83)
 DU1275_MARKER: DB = BENCH MARK DISK
 DU1275_SETTING: 66 = SET IN ROCK OUTCROP
 DU1275_SP_SET: ROCK OUTCROP
 DU1275_STAMPING: X 403 1979
 DU1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1275+STABILITY: POSITION/ELEVATION WELL
 DU1275
 DU1275  HISTORY     - Date     Condition        Report By
 DU1275  HISTORY     - 1979     MONUMENTED       NGS
 DU1275  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1275
 DU1275                          STATION DESCRIPTION
 DU1275
 DU1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1275'19.0 MI NW FROM GLOBE.
 DU1275'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1275'COURTHOUSE IN GLOBE, THENCE 14.6 MILES NORTH ALONG STATE
 DU1275'HIGHWAY 88 (APACHE TRAIL), ALSO 13.2 MILES SOUTHEAST ALONG
 DU1275'STATE HIGHWAY 88 (APACHE TRAIL) FROM THE POST
 DU1275'OFFICE IN ROOSEVELT, 47.0 FEET WEST OF THE CENTER OF THE
 DU1275'INTERSECTION OF STATE HIGHWAYS 88 AND 288 AND 18.5 FEET WEST OF THE
 DU1275'CENTERLINE OF THE HIGHWAY.
 DU1275'THE MARK IS 3.4 FT  SSW FROM A WITNESS POST.
 DU1275'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1275
 DU1275                          STATION RECOVERY (2005)
 DU1275
 DU1275'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0287 ***********************************************************************
 GP0287  DESIGNATION -  X 403
 GP0287  PID         -  GP0287
 GP0287  STATE/COUNTY-  AZ/COCONINO
 GP0287  USGS QUAD   -  LEES FERRY (1985)
 GP0287
 GP0287                         *CURRENT SURVEY CONTROL
 GP0287  ___________________________________________________________________
 GP0287* NAD 83(1986)-  36 48 56.     (N)    111 31 01.     (W)     SCALED    
 GP0287* NAVD 88     -      1457.831  (meters)    4782.90   (feet)  ADJUSTED  
 GP0287  ___________________________________________________________________
 GP0287  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 GP0287  DYNAMIC HT  -        1456.119 (meters)    4777.28  (feet)  COMP
 GP0287  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 GP0287
 GP0287  VERT ORDER  -  FIRST     CLASS II
 GP0287
 GP0287.The horizontal coordinates were scaled from a topographic map and have
 GP0287.an estimated accuracy of +/- 6 seconds.
 GP0287
 GP0287.The orthometric height was determined by differential leveling
 GP0287.and adjusted in June 1991.
 GP0287
 GP0287.The geoid height was determined by GEOID03.
 GP0287
 GP0287.The dynamic height is computed by dividing the NAVD 88
 GP0287.geopotential number by the normal gravity value computed on the
 GP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0287.degrees latitude (g = 980.6199 gals.).
 GP0287
 GP0287.The modeled gravity was interpolated from observed gravity values.
 GP0287
 GP0287;                    North         East    Units  Estimated Accuracy
 GP0287;SPC AZ C     -   645,080.      249,020.      MT  (+/- 180 meters Scaled)
 GP0287
 GP0287                          SUPERSEDED SURVEY CONTROL
 GP0287
 GP0287  NGVD 29 (??/??/92) 1456.897  (m)         4779.84   (f) ADJ UNCH    1 2
 GP0287
 GP0287.Superseded values are not recommended for survey control.
 GP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0287.See file dsdata.txt to determine how the superseded data were derived.
 GP0287
 GP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF538745(NAD 83)
 GP0287_MARKER: DB = BENCH MARK DISK
 GP0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0287_SP_SET: FOUNDATION
 GP0287_STAMPING: X 403 1962
 GP0287_MARK LOGO: CGS   
 GP0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0287+STABILITY: POSITION/ELEVATION WELL
 GP0287
 GP0287  HISTORY     - Date     Condition        Report By
 GP0287  HISTORY     - 1962     MONUMENTED       CGS
 GP0287  HISTORY     - 1983     GOOD             NGS
 GP0287
 GP0287                          STATION DESCRIPTION
 GP0287
 GP0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0287'9.4 MI S FROM PAGE.
 GP0287'ABOUT 9.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0287'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  AT A METAL WINDMILL ON THE
 GP0287'EAST SIDE OF THE HIGHWAY, 330 FEET EAST OF THE CENTERLINE OF THE
 GP0287'HIGHWAY, 1.0 FEET NORTH OF A 10-INCH METAL WINDMILL CASING, ABOUT
 GP0287'LEVEL WITH THE HIGHWAY, ABOUT 14-INCHES ABOVE THE LEVEL OF THE GROUND,
 GP0287'AND SET IN THE TOP AND NEAR THE CENTER OF THE CONCRETE WINDMILL
 GP0287'FOUNDATION.
 GP0287
 GP0287                          STATION RECOVERY (1983)
 GP0287
 GP0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0287'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE EXCEPT THE
 GP0287'WINDMILL HAS BEEN TORN DOWN.  HOWEVER THE FOUNDATION WAS LEFT
 GP0287'UNDISTURBED.  ALSO, ADD--4.3 METERS (14 FT) NORTH OF THE NORTH EDGE OF
 GP0287'A STEEL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1175 ***********************************************************************
 DU1175  DESIGNATION -  X 404
 DU1175  PID         -  DU1175
 DU1175  STATE/COUNTY-  AZ/GILA
 DU1175  USGS QUAD   -  CHROME BUTTE (1966)
 DU1175
 DU1175                         *CURRENT SURVEY CONTROL
 DU1175  ___________________________________________________________________
 DU1175* NAD 83(1986)-  33 30 47.     (N)    110 42 03.     (W)     SCALED    
 DU1175* NAVD 88     -      1514.832  (meters)    4969.91   (feet)  ADJUSTED  
 DU1175  ___________________________________________________________________
 DU1175  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DU1175  DYNAMIC HT  -        1512.678 (meters)    4962.84  (feet)  COMP
 DU1175  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 DU1175
 DU1175  VERT ORDER  -  FIRST     CLASS II
 DU1175
 DU1175.The horizontal coordinates were scaled from a topographic map and have
 DU1175.an estimated accuracy of +/- 6 seconds.
 DU1175
 DU1175.The orthometric height was determined by differential leveling
 DU1175.and adjusted in June 1991.
 DU1175
 DU1175.The geoid height was determined by GEOID03.
 DU1175
 DU1175.The dynamic height is computed by dividing the NAVD 88
 DU1175.geopotential number by the normal gravity value computed on the
 DU1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1175.degrees latitude (g = 980.6199 gals.).
 DU1175
 DU1175.The modeled gravity was interpolated from observed gravity values.
 DU1175
 DU1175;                    North         East    Units  Estimated Accuracy
 DU1175;SPC AZ E     -   278,780.      163,740.      MT  (+/- 180 meters Scaled)
 DU1175
 DU1175                          SUPERSEDED SURVEY CONTROL
 DU1175
 DU1175.No superseded survey control is available for this station.
 DU1175
 DU1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC277082(NAD 83)
 DU1175_MARKER: DB = BENCH MARK DISK
 DU1175_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DU1175+WITH SETTING: INFORMATION.
 DU1175_SP_SET: SHALLOW SET METAL ROD
 DU1175_STAMPING: X 404 1979
 DU1175_PROJECTION: FLUSH
 DU1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1175_ROD/PIPE-DEPTH: 1.52 meters
 DU1175
 DU1175  HISTORY     - Date     Condition        Report By
 DU1175  HISTORY     - 1979     MONUMENTED       NGS
 DU1175
 DU1175                          STATION DESCRIPTION
 DU1175
 DU1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1175'9.9 MI NE FROM GLOBE.
 DU1175'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1175'COURTHOUSE IN GLOBE, 76.3 FEET WEST AND ACROSS THE HIGHWAY FROM A
 DU1175'GUARDRAIL, 53.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 22.4
 DU1175'FEET WEST OF THE WEST SUPPORT LEG OF A STATE HIGHWAY SIGN.
 DU1175'NOTE=REFUSAL WAS REACHED AT 5 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1175'A 4-INCH SCREW PLUG.
 DU1175'THE MARK IS 2.1 FT  S FROM A WITNESS POST.
 DU1175'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0228 ***********************************************************************
 GP0228  DESIGNATION -  X 404
 GP0228  PID         -  GP0228
 GP0228  STATE/COUNTY-  AZ/COCONINO
 GP0228  USGS QUAD   -  LEES FERRY (1985)
 GP0228
 GP0228                         *CURRENT SURVEY CONTROL
 GP0228  ___________________________________________________________________
 GP0228* NAD 83(1986)-  36 48 48.     (N)    111 37 16.     (W)     SCALED    
 GP0228* NAVD 88     -      1112.828  (meters)    3651.00   (feet)  POSTED    
 GP0228  ___________________________________________________________________
 GP0228  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0228  DYNAMIC HT  -        1111.570 (meters)    3646.88  (feet)  COMP
 GP0228  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 GP0228
 GP0228  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0228
 GP0228.The horizontal coordinates were scaled from a topographic map and have
 GP0228.an estimated accuracy of +/- 6 seconds.
 GP0228
 GP0228.The orthometric height was determined by differential leveling
 GP0228.and adjusted by the  in 1992.
 GP0228.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0228.rate of 1.1 thru 2.0 mm/km.
 GP0228
 GP0228.The geoid height was determined by GEOID03.
 GP0228
 GP0228.The dynamic height is computed by dividing the NAVD 88
 GP0228.geopotential number by the normal gravity value computed on the
 GP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0228.degrees latitude (g = 980.6199 gals.).
 GP0228
 GP0228.The modeled gravity was interpolated from observed gravity values.
 GP0228
 GP0228;                    North         East    Units  Estimated Accuracy
 GP0228;SPC AZ C     -   644,800.      239,730.      MT  (+/- 180 meters Scaled)
 GP0228
 GP0228                          SUPERSEDED SURVEY CONTROL
 GP0228
 GP0228  NGVD 29 (??/??/92) 1111.966  (m)         3648.18   (f) ADJ UNCH    1 2
 GP0228
 GP0228.Superseded values are not recommended for survey control.
 GP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0228.See file dsdata.txt to determine how the superseded data were derived.
 GP0228
 GP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF446743(NAD 83)
 GP0228_MARKER: DB = BENCH MARK DISK
 GP0228_SETTING: 66 = SET IN ROCK OUTCROP
 GP0228_SP_SET: ROCK OUTCROP
 GP0228_STAMPING: X 404 1962
 GP0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0228+STABILITY: POSITION/ELEVATION WELL
 GP0228
 GP0228  HISTORY     - Date     Condition        Report By
 GP0228  HISTORY     - 1962     MONUMENTED       CGS
 GP0228
 GP0228                          STATION DESCRIPTION
 GP0228
 GP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0228'1.15 MI SE FROM MARBLE CANYON.
 GP0228'ABOUT 1.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 A FROM THE POST
 GP0228'OFFICE AND SERVICE STATION AT MARBLE CANYON, 174 FEET NORTHEAST OF THE
 GP0228'CENTERLINE OF THE HIGHWAY, 44 FEET NORTHWEST OF AN OLD CONCRETE
 GP0228'HIGHWAY MARKER, 9.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 5
 GP0228'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A FLAT ROCK
 GP0228'OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1212 ***********************************************************************
 DU1212  DESIGNATION -  X 405
 DU1212  PID         -  DU1212
 DU1212  STATE/COUNTY-  AZ/GILA
 DU1212  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1212
 DU1212                         *CURRENT SURVEY CONTROL
 DU1212  ___________________________________________________________________
 DU1212* NAD 83(1986)-  33 48 13.     (N)    110 29 06.     (W)     SCALED    
 DU1212* NAVD 88     -      1265.813  (meters)    4152.92   (feet)  ADJUSTED  
 DU1212  ___________________________________________________________________
 DU1212  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DU1212  DYNAMIC HT  -        1264.085 (meters)    4147.25  (feet)  COMP
 DU1212  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 DU1212
 DU1212  VERT ORDER  -  FIRST     CLASS II
 DU1212
 DU1212.The horizontal coordinates were scaled from a topographic map and have
 DU1212.an estimated accuracy of +/- 6 seconds.
 DU1212
 DU1212.The orthometric height was determined by differential leveling
 DU1212.and adjusted in June 1991.
 DU1212
 DU1212.The geoid height was determined by GEOID03.
 DU1212
 DU1212.The dynamic height is computed by dividing the NAVD 88
 DU1212.geopotential number by the normal gravity value computed on the
 DU1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1212.degrees latitude (g = 980.6199 gals.).
 DU1212
 DU1212.The modeled gravity was interpolated from observed gravity values.
 DU1212
 DU1212;                    North         East    Units  Estimated Accuracy
 DU1212;SPC AZ E     -   310,920.      183,890.      MT  (+/- 180 meters Scaled)
 DU1212
 DU1212                          SUPERSEDED SURVEY CONTROL
 DU1212
 DU1212.No superseded survey control is available for this station.
 DU1212
 DU1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC476405(NAD 83)
 DU1212_MARKER: DB = BENCH MARK DISK
 DU1212_SETTING: 66 = SET IN ROCK OUTCROP
 DU1212_SP_SET: ROCK OUTCROP
 DU1212_STAMPING: X 405 1979
 DU1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1212+STABILITY: POSITION/ELEVATION WELL
 DU1212
 DU1212  HISTORY     - Date     Condition        Report By
 DU1212  HISTORY     - 1979     MONUMENTED       NGS
 DU1212  HISTORY     - 19960918 GOOD             USPSQD
 DU1212
 DU1212                          STATION DESCRIPTION
 DU1212
 DU1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1212'40.3 MI NE FROM GLOBE.
 DU1212'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1212'IN SALT RIVER CANYON, 40.7 FEET NORTH-NORTHEAST OF THE NORTH END OF
 DU1212'A CONCRETE DRAINAGE DITCH HEADWALL AND 30.2 FEET NORTH-NORTHEAST OF
 DU1212'THE CENTERLINE OF THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS
 DU1212'38.0 MILES NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1212'THE MARK IS 2.8 FT  E FROM A WITNESS POST.
 DU1212'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 DU1212
 DU1212                          STATION RECOVERY (1996)
 DU1212
 DU1212'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0119 ***********************************************************************
 GP0119  DESIGNATION -  X 405
 GP0119  PID         -  GP0119
 GP0119  STATE/COUNTY-  AZ/COCONINO
 GP0119  USGS QUAD   -  PAGE (1985)
 GP0119
 GP0119                         *CURRENT SURVEY CONTROL
 GP0119  ___________________________________________________________________
 GP0119* NAD 83(1986)-  36 56 12.     (N)    111 29 04.     (W)     SCALED    
 GP0119* NAVD 88     -       973.143  (meters)    3192.72   (feet)  ADJUSTED  
 GP0119  ___________________________________________________________________
 GP0119  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0119  DYNAMIC HT  -         972.036 (meters)    3189.09  (feet)  COMP
 GP0119  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 GP0119
 GP0119  VERT ORDER  -  FIRST     CLASS II
 GP0119
 GP0119.The horizontal coordinates were scaled from a topographic map and have
 GP0119.an estimated accuracy of +/- 6 seconds.
 GP0119
 GP0119.The orthometric height was determined by differential leveling
 GP0119.and adjusted in June 1991.
 GP0119
 GP0119.The geoid height was determined by GEOID03.
 GP0119
 GP0119.The dynamic height is computed by dividing the NAVD 88
 GP0119.geopotential number by the normal gravity value computed on the
 GP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0119.degrees latitude (g = 980.6199 gals.).
 GP0119
 GP0119.The modeled gravity was interpolated from observed gravity values.
 GP0119
 GP0119;                    North         East    Units  Estimated Accuracy
 GP0119;SPC AZ C     -   658,530.      251,860.      MT  (+/- 180 meters Scaled)
 GP0119
 GP0119                          SUPERSEDED SURVEY CONTROL
 GP0119
 GP0119  NGVD 29 (??/??/92)  972.251  (m)         3189.79   (f) ADJ UNCH    1 2
 GP0119
 GP0119.Superseded values are not recommended for survey control.
 GP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0119.See file dsdata.txt to determine how the superseded data were derived.
 GP0119
 GP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF568879(NAD 83)
 GP0119_MARKER: DB = BENCH MARK DISK
 GP0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0119_SP_SET: FOUNDATION
 GP0119_STAMPING: X 405 1962
 GP0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0119
 GP0119  HISTORY     - Date     Condition        Report By
 GP0119  HISTORY     - 1962     MONUMENTED       CGS
 GP0119
 GP0119                          STATION DESCRIPTION
 GP0119
 GP0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0119'IN PAGE.
 GP0119'AT THE POWERPLANT OF THE GLEN CANYON DAM, AT UNIT ONE OF THE
 GP0119'POWERHOUSE, 27.8 FEET EAST OF THE SOUTHWEST CORNER OF THE POWERHOUSE,
 GP0119'DOWN STREAM OF D-LINE, 2.0 FEET WEST OF THE WEST EDGE OF A DOOR TO
 GP0119'UNIT ONE, 7-INCHES SOUTH OF THE SOUTH FACE OF THE POWERHOUSE, SET IN
 GP0119'THE TOP OF THE CONCRETE STARTER WALL OR FOUNDATION OF THE WALL, ABOUT
 GP0119'2 FEET ABOVE A CONCRETE DECKING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0331 ***********************************************************************
 ER0331  DESIGNATION -  X 406
 ER0331  PID         -  ER0331
 ER0331  STATE/COUNTY-  AZ/NAVAJO
 ER0331  USGS QUAD   -  INDIAN PINE (1977)
 ER0331
 ER0331                         *CURRENT SURVEY CONTROL
 ER0331  ___________________________________________________________________
 ER0331* NAD 83(1986)-  34 04 46.     (N)    109 53 34.     (W)     SCALED    
 ER0331* NAVD 88     -      2195.814  (meters)    7204.10   (feet)  ADJUSTED  
 ER0331  ___________________________________________________________________
 ER0331  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 ER0331  DYNAMIC HT  -        2192.430 (meters)    7193.00  (feet)  COMP
 ER0331  MODELED GRAV-     979,015.8   (mgal)                       NAVD 88
 ER0331
 ER0331  VERT ORDER  -  FIRST     CLASS II
 ER0331
 ER0331.The horizontal coordinates were scaled from a topographic map and have
 ER0331.an estimated accuracy of +/- 6 seconds.
 ER0331
 ER0331.The orthometric height was determined by differential leveling
 ER0331.and adjusted in June 1991.
 ER0331
 ER0331.The geoid height was determined by GEOID03.
 ER0331
 ER0331.The dynamic height is computed by dividing the NAVD 88
 ER0331.geopotential number by the normal gravity value computed on the
 ER0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0331.degrees latitude (g = 980.6199 gals.).
 ER0331
 ER0331.The modeled gravity was interpolated from observed gravity values.
 ER0331
 ER0331;                    North         East    Units  Estimated Accuracy
 ER0331;SPC AZ E     -   341,500.      238,640.      MT  (+/- 180 meters Scaled)
 ER0331
 ER0331                          SUPERSEDED SURVEY CONTROL
 ER0331
 ER0331.No superseded survey control is available for this station.
 ER0331
 ER0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC021715(NAD 83)
 ER0331_MARKER: DB = BENCH MARK DISK
 ER0331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0331_SP_SET: STAINLESS STEEL ROD
 ER0331_STAMPING: X 406 1979
 ER0331_MARK LOGO: NGS   
 ER0331_PROJECTION: RECESSED 3 CENTIMETERS
 ER0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0331_ROD/PIPE-DEPTH: 4.57 meters
 ER0331
 ER0331  HISTORY     - Date     Condition        Report By
 ER0331  HISTORY     - 1979     MONUMENTED       NGS
 ER0331  HISTORY     - 1983     GOOD             NGS
 ER0331  HISTORY     - 20050729 GOOD             USPSQD
 ER0331
 ER0331                          STATION DESCRIPTION
 ER0331
 ER0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0331'2.5 MI WEST FROM MCNARY.
 ER0331'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0331'AND THENCE 2.45 MILES WEST ALONG STATE HIGHWAY 260, 0.2 MILE EAST OF
 ER0331'HIGHWAY MILE MARKER 358, 94.2 FEET NORTH OF THE CENTERLINE OF THE
 ER0331'HIGHWAY AND 1.8 FEET WEST OF A BARBED WIRE FENCE.
 ER0331'THE MARK IS 1.3 FT  NW FROM A WITNESS POST.
 ER0331'THE MARK IS 2 FT BELOW THE HIGHWAY.
 ER0331
 ER0331                          STATION RECOVERY (1983)
 ER0331
 ER0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ER0331'RECOVERED IN GOOD CONDITION.
 ER0331
 ER0331                          STATION RECOVERY (2005)
 ER0331
 ER0331'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0331'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0376 ***********************************************************************
 ER0376  DESIGNATION -  X 407
 ER0376  PID         -  ER0376
 ER0376  STATE/COUNTY-  AZ/APACHE
 ER0376  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0376
 ER0376                         *CURRENT SURVEY CONTROL
 ER0376  ___________________________________________________________________
 ER0376* NAD 83(1986)-  34 07 50.     (N)    109 17 15.     (W)     SCALED    
 ER0376* NAVD 88     -      2121.064  (meters)    6958.86   (feet)  ADJUSTED  
 ER0376  ___________________________________________________________________
 ER0376  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0376  DYNAMIC HT  -        2117.769 (meters)    6948.05  (feet)  COMP
 ER0376  MODELED GRAV-     979,006.4   (mgal)                       NAVD 88
 ER0376
 ER0376  VERT ORDER  -  FIRST     CLASS II
 ER0376
 ER0376.The horizontal coordinates were scaled from a topographic map and have
 ER0376.an estimated accuracy of +/- 6 seconds.
 ER0376
 ER0376.The orthometric height was determined by differential leveling
 ER0376.and adjusted in June 1991.
 ER0376
 ER0376.The geoid height was determined by GEOID03.
 ER0376
 ER0376.The dynamic height is computed by dividing the NAVD 88
 ER0376.geopotential number by the normal gravity value computed on the
 ER0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0376.degrees latitude (g = 980.6199 gals.).
 ER0376
 ER0376.The modeled gravity was interpolated from observed gravity values.
 ER0376
 ER0376;                    North         East    Units  Estimated Accuracy
 ER0376;SPC AZ E     -   347,480.      294,450.      MT  (+/- 180 meters Scaled)
 ER0376
 ER0376                          SUPERSEDED SURVEY CONTROL
 ER0376
 ER0376.No superseded survey control is available for this station.
 ER0376
 ER0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC579779(NAD 83)
 ER0376_MARKER: I = METAL ROD
 ER0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0376_SP_SET: STAINLESS STEEL ROD
 ER0376_STAMPING: X 407 1980
 ER0376_PROJECTION: FLUSH
 ER0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0376_ROD/PIPE-DEPTH: 4.3  meters
 ER0376
 ER0376  HISTORY     - Date     Condition        Report By
 ER0376  HISTORY     - 1980     MONUMENTED       NGS
 ER0376  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 ER0376
 ER0376                          STATION DESCRIPTION
 ER0376
 ER0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0376'2.1 KM NORTH FROM EAGAR.
 ER0376'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 180 B FROM THE
 ER0376'POST OFFICE IN EAGAR, 0.6 KM (1.3 MI) SOUTHEAST OF MILE
 ER0376'POST 410, AT THE JUNCTION OF AIRPORT ROAD, 22.2 METERS (72.8 FT)
 ER0376'WEST OF THE CENTERLINE OF THE HIGHWAY, 10.1 METERS (33.1 FT) SOUTH
 ER0376'OF THE CENTER OF THE ROAD, 7.1 METERS (23.3 FT) WEST OF A FENCE
 ER0376'CORNER, 1.1 METERS (3.6 FT) WEST OF A GUY WIRE BRACE POLE AND 0.8
 ER0376'METERS (2.6 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 4.3
 ER0376'METERS (14.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ER0376'LOGO CAP.
 ER0376'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 ER0376'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 ER0376
 ER0376                          STATION RECOVERY (2005)
 ER0376
 ER0376'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0458 ***********************************************************************
 DT0458  DESIGNATION -  X 408
 DT0458  PID         -  DT0458
 DT0458  STATE/COUNTY-  AZ/APACHE
 DT0458  USGS QUAD   -  NUTRIOSO (1991)
 DT0458
 DT0458                         *CURRENT SURVEY CONTROL
 DT0458  ___________________________________________________________________
 DT0458* NAD 83(1986)-  33 59 16.     (N)    109 11 18.     (W)     SCALED    
 DT0458* NAVD 88     -      2312.179  (meters)    7585.87   (feet)  ADJUSTED  
 DT0458  ___________________________________________________________________
 DT0458  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0458  DYNAMIC HT  -        2308.471 (meters)    7573.71  (feet)  COMP
 DT0458  MODELED GRAV-     978,949.3   (mgal)                       NAVD 88
 DT0458
 DT0458  VERT ORDER  -  FIRST     CLASS II
 DT0458
 DT0458.The horizontal coordinates were scaled from a topographic map and have
 DT0458.an estimated accuracy of +/- 6 seconds.
 DT0458
 DT0458.The orthometric height was determined by differential leveling
 DT0458.and adjusted in June 1991.
 DT0458
 DT0458.The geoid height was determined by GEOID03.
 DT0458
 DT0458.The dynamic height is computed by dividing the NAVD 88
 DT0458.geopotential number by the normal gravity value computed on the
 DT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0458.degrees latitude (g = 980.6199 gals.).
 DT0458
 DT0458.The modeled gravity was interpolated from observed gravity values.
 DT0458
 DT0458;                    North         East    Units  Estimated Accuracy
 DT0458;SPC AZ E     -   331,730.      303,750.      MT  (+/- 180 meters Scaled)
 DT0458
 DT0458                          SUPERSEDED SURVEY CONTROL
 DT0458
 DT0458.No superseded survey control is available for this station.
 DT0458
 DT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC673622(NAD 83)
 DT0458_MARKER: I = METAL ROD
 DT0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0458_SP_SET: STAINLESS STEEL ROD
 DT0458_STAMPING: X 408 1980
 DT0458_PROJECTION: FLUSH
 DT0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0458_ROD/PIPE-DEPTH: 8.2  meters
 DT0458
 DT0458  HISTORY     - Date     Condition        Report By
 DT0458  HISTORY     - 1980     MONUMENTED       NGS
 DT0458  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0458
 DT0458                          STATION DESCRIPTION
 DT0458
 DT0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0458'4.7 KM NW FROM NUTRIOSO.
 DT0458'4.7 KM (2.95 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0458'POST OFFICE IN NUTRIOSO, 0.3 KM (0.2 MI) SOUTHEAST OF MILE
 DT0458'POST 414, 14.7 METERS (48.2 FT) WEST OF THE CENTERLINE OF THE
 DT0458'HIGHWAY, 1.2 METERS (4.1 FT) EAST OF TELEPHONE POLE NUMBER 1 286,
 DT0458'AND 0.4 METERS (1.3 FT) EAST OF A FENCE.  ACCESS TO THE DATUM POINT
 DT0458'IS THROUGH A 5-INCH LOGO CAP.
 DT0458'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DT0458'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DT0458
 DT0458                          STATION RECOVERY (2005)
 DT0458
 DT0458'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0458'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0370 ***********************************************************************
 ER0370  DESIGNATION -  X 409
 ER0370  PID         -  ER0370
 ER0370  STATE/COUNTY-  AZ/APACHE
 ER0370  USGS QUAD   -  EAGAR (1984)
 ER0370
 ER0370                         *CURRENT SURVEY CONTROL
 ER0370  ___________________________________________________________________
 ER0370* NAD 83(1986)-  34 06 13.     (N)    109 20 36.     (W)     SCALED    
 ER0370* NAVD 88     -      2182.323  (meters)    7159.84   (feet)  ADJUSTED  
 ER0370  ___________________________________________________________________
 ER0370  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ER0370  DYNAMIC HT  -        2178.889 (meters)    7148.57  (feet)  COMP
 ER0370  MODELED GRAV-     978,984.1   (mgal)                       NAVD 88
 ER0370
 ER0370  VERT ORDER  -  FIRST     CLASS II
 ER0370
 ER0370.The horizontal coordinates were scaled from a topographic map and have
 ER0370.an estimated accuracy of +/- 6 seconds.
 ER0370
 ER0370.The orthometric height was determined by differential leveling
 ER0370.and adjusted in June 1991.
 ER0370
 ER0370.The geoid height was determined by GEOID03.
 ER0370
 ER0370.The dynamic height is computed by dividing the NAVD 88
 ER0370.geopotential number by the normal gravity value computed on the
 ER0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0370.degrees latitude (g = 980.6199 gals.).
 ER0370
 ER0370.The modeled gravity was interpolated from observed gravity values.
 ER0370
 ER0370;                    North         East    Units  Estimated Accuracy
 ER0370;SPC AZ E     -   344,450.      289,320.      MT  (+/- 180 meters Scaled)
 ER0370
 ER0370                          SUPERSEDED SURVEY CONTROL
 ER0370
 ER0370.No superseded survey control is available for this station.
 ER0370
 ER0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC528748(NAD 83)
 ER0370_MARKER: DB = BENCH MARK DISK
 ER0370_SETTING: 66 = SET IN ROCK OUTCROP
 ER0370_SP_SET: ROCK OUTCROP
 ER0370_STAMPING: X 409 1980
 ER0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0370+STABILITY: POSITION/ELEVATION WELL
 ER0370
 ER0370  HISTORY     - Date     Condition        Report By
 ER0370  HISTORY     - 1980     MONUMENTED       NGS
 ER0370
 ER0370                          STATION DESCRIPTION
 ER0370
 ER0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0370'5.2 KM WEST FROM EAGAR.
 ER0370'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0370'OFFICE IN EAGAR, THENCE 5.0 KM (3.1 MI) WEST ALONG STATE
 ER0370'HIGHWAY 260, THENCE O.2 KM (0.1 MI) SOUTH-SOUTHEAST ALONG
 ER0370'STATE HIGHWAY 273, IN TOP OF BEDROCK, 15.0 METERS (49.2 FT) SOUTH
 ER0370'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.0 METERS (42.6 FT)
 ER0370'SOUTH OF THE NORTHWEST END OF A BRIDGE AND 0.9 METERS (3.0 FT) NORTH
 ER0370'NORTHEAST OF A FENCE.
 ER0370'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 ER0370'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0201 ***********************************************************************
 ER0201  DESIGNATION -  X 41
 ER0201  PID         -  ER0201
 ER0201  STATE/COUNTY-  AZ/APACHE
 ER0201  USGS QUAD   -  GREER (1969)
 ER0201
 ER0201                         *CURRENT SURVEY CONTROL
 ER0201  ___________________________________________________________________
 ER0201* NAD 83(1986)-  34 05 45.     (N)    109 23 46.     (W)     SCALED    
 ER0201* NAVD 88     -      2278.568  (meters)    7475.60   (feet)  ADJUSTED  
 ER0201  ___________________________________________________________________
 ER0201  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 ER0201  DYNAMIC HT  -        2274.973 (meters)    7463.81  (feet)  COMP
 ER0201  MODELED GRAV-     978,976.1   (mgal)                       NAVD 88
 ER0201
 ER0201  VERT ORDER  -  FIRST     CLASS II
 ER0201
 ER0201.The horizontal coordinates were scaled from a topographic map and have
 ER0201.an estimated accuracy of +/- 6 seconds.
 ER0201
 ER0201.The orthometric height was determined by differential leveling
 ER0201.and adjusted in June 1991.
 ER0201
 ER0201.The geoid height was determined by GEOID03.
 ER0201
 ER0201.The dynamic height is computed by dividing the NAVD 88
 ER0201.geopotential number by the normal gravity value computed on the
 ER0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0201.degrees latitude (g = 980.6199 gals.).
 ER0201
 ER0201.The modeled gravity was interpolated from observed gravity values.
 ER0201
 ER0201;                    North         East    Units  Estimated Accuracy
 ER0201;SPC AZ E     -   343,550.      284,460.      MT  (+/- 180 meters Scaled)
 ER0201
 ER0201                          SUPERSEDED SURVEY CONTROL
 ER0201
 ER0201  NGVD 29 (??/??/92) 2277.559  (m)         7472.29   (f) ADJ UNCH    1 2
 ER0201
 ER0201.Superseded values are not recommended for survey control.
 ER0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0201.See file dsdata.txt to determine how the superseded data were derived.
 ER0201
 ER0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC479739(NAD 83)
 ER0201_MARKER: DB = BENCH MARK DISK
 ER0201_SETTING: 66 = SET IN ROCK OUTCROP
 ER0201_SP_SET: ROCK LEDGE
 ER0201_STAMPING: X 41 1934
 ER0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0201+STABILITY: POSITION/ELEVATION WELL
 ER0201
 ER0201  HISTORY     - Date     Condition        Report By
 ER0201  HISTORY     - 1934     MONUMENTED       CGS
 ER0201  HISTORY     - 1980     MARK NOT FOUND   NGS
 ER0201
 ER0201                          STATION DESCRIPTION
 ER0201
 ER0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0201'6.7 MI W FROM EAGAR.
 ER0201'6.7 MILES WEST ALONG STATE HIGHWAY 73 FROM THE SCHOOL AT EAGAR, APACHE
 ER0201'COUNTY, 0.4 MILE WEST OF THE ROAD LEADING TO THE APACHE FISH HATCHERY,
 ER0201'200 FEET SOUTH OF AN OLD DESERTED HOUSE AND ORCHARD, 22 FEET SOUTH OF
 ER0201'THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF A FENCE LINE, IN THE
 ER0201'TOP OF A ROCKY LEDGE, AND 4 FEET HIGHER THAN THE HIGHWAY. A STANDARD
 ER0201'DISK, STAMPED X 41 1934.  NOTE-- TO REACH FROM THE POST OFFICE AT
 ER0201'EAGAR, ARIZONA GO WEST ON STATE HWY. 73 FOR 6.4 MILES TO INTERSECTION
 ER0201'WITH TRACK ROAD LEFT, GO THROUGH WIRE GATE AND FOLLOW TRACK ROAD FOR
 ER0201'0.1 MILE TO THE OLD HIGHWAY, TURN LEFT (EAST) DOWN OLD HIGHWAY AND GO
 ER0201'0.1 MILE TO STATION, OR BM.  THE BM IS 22 FEET SOUTH OF THE CENTER
 ER0201'LINE OF THE OLD HIGHWAY AND 10 FEET NORTH OF A FENCE LINE.
 ER0201
 ER0201                          STATION RECOVERY (1980)
 ER0201
 ER0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0201'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1038 ***********************************************************************
 DV1038  DESIGNATION -  X 413 49
 DV1038  PID         -  DV1038
 DV1038  STATE/COUNTY-  AZ/MARICOPA
 DV1038  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1038
 DV1038                         *CURRENT SURVEY CONTROL
 DV1038  ___________________________________________________________________
 DV1038* NAD 83(1986)-  33 32 33.     (N)    113 10 41.     (W)     SCALED    
 DV1038* NAVD 88     -       378.03   (+/-2cm)    1240.3    (feet)  VERTCON   
 DV1038  ___________________________________________________________________
 DV1038  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DV1038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1038
 DV1038.The horizontal coordinates were scaled from a topographic map and have
 DV1038.an estimated accuracy of +/- 6 seconds.
 DV1038
 DV1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1038.The vertical order pertains to the NGVD 29 superseded value.
 DV1038
 DV1038.The geoid height was determined by GEOID03.
 DV1038
 DV1038;                    North         East    Units  Estimated Accuracy
 DV1038;SPC AZ C     -   282,630.       96,210.      MT  (+/- 180 meters Scaled)
 DV1038
 DV1038                          SUPERSEDED SURVEY CONTROL
 DV1038
 DV1038  NGVD 29 (??/??/92)  377.473  (m)         1238.43   (f) ADJ UNCH    2 0
 DV1038
 DV1038.Superseded values are not recommended for survey control.
 DV1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1038.See file dsdata.txt to determine how the superseded data were derived.
 DV1038
 DV1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC977135(NAD 83)
 DV1038_MARKER: DB = BENCH MARK DISK
 DV1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1038_STAMPING: X 413 49 1962
 DV1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1038+STABILITY: SURFACE MOTION
 DV1038
 DV1038  HISTORY     - Date     Condition        Report By
 DV1038  HISTORY     - 1962     MONUMENTED       CGS
 DV1038
 DV1038                          STATION DESCRIPTION
 DV1038
 DV1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1038'31.5 MI SE FROM SALOME.
 DV1038'31.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1038'AT SALOME, THENCE 0.5 MILE WEST-NORTHWEST ALONG A BLADED TRACK WHICH
 DV1038'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1038'1.9 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1038'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1037 ***********************************************************************
 DU1037  DESIGNATION -  X 414
 DU1037  PID         -  DU1037
 DU1037  STATE/COUNTY-  AZ/PINAL
 DU1037  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1037
 DU1037                         *CURRENT SURVEY CONTROL
 DU1037  ___________________________________________________________________
 DU1037* NAD 83(1986)-  33 01 40.     (N)    111 46 20.     (W)     SCALED    
 DU1037* NAVD 88     -       461.38   (+/-2cm)    1513.7    (feet)  VERTCON   
 DU1037  ___________________________________________________________________
 DU1037  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DU1037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1037
 DU1037.The horizontal coordinates were scaled from a topographic map and have
 DU1037.an estimated accuracy of +/- 6 seconds.
 DU1037
 DU1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1037.The vertical order pertains to the NGVD 29 superseded value.
 DU1037
 DU1037.The geoid height was determined by GEOID03.
 DU1037
 DU1037;                    North         East    Units  Estimated Accuracy
 DU1037;SPC AZ C     -   224,840.      226,850.      MT  (+/- 180 meters Scaled)
 DU1037
 DU1037                          SUPERSEDED SURVEY CONTROL
 DU1037
 DU1037  NGVD 29 (??/??/92)  460.870  (m)         1512.04   (f) ADJ UNCH    2 0
 DU1037
 DU1037.Superseded values are not recommended for survey control.
 DU1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1037.See file dsdata.txt to determine how the superseded data were derived.
 DU1037
 DU1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB278546(NAD 83)
 DU1037_MARKER: DB = BENCH MARK DISK
 DU1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1037_STAMPING: X 414 1962
 DU1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1037+STABILITY: SURFACE MOTION
 DU1037
 DU1037  HISTORY     - Date     Condition        Report By
 DU1037  HISTORY     - 1962     MONUMENTED       CGS
 DU1037  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 DU1037
 DU1037                          STATION DESCRIPTION
 DU1037
 DU1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1037'14.3 MI SW FROM SACATON.
 DU1037'5.75 MILES NORTHWEST ALONG AN ASPHALT PAVED ROAD FROM THE AMERICAN
 DU1037'LEGION MONUMENT AT SACATON, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 DU1037'93, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 3.55 MILES
 DU1037'SOUTHEAST ALONG A STAKED LINE THAT IS THE CENTER OF THE MEDIAN STRIP
 DU1037'OF PROPOSED INTERSTATE HIGHWAY 10, 2.8 FEET SOUTHWEST OF A METAL
 DU1037'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DU1037'NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT CASA
 DU1037'GRANDE BY GOING 8.2 MILES NORTH ALONG STATE HIGHWAY 93, THENCE 0.65
 DU1037'MILE NORTHEAST ALONG STATE HIGHWAY 187, THENCE 2.15 MILES NORTHWEST
 DU1037'ALONG A STAKED AND CLEARED LINE.
 DU1037
 DU1037                          STATION RECOVERY (2007)
 DU1037
 DU1037'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1037'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0870 ***********************************************************************
 DV0870  DESIGNATION -  X 415 72
 DV0870  PID         -  DV0870
 DV0870  STATE/COUNTY-  AZ/MARICOPA
 DV0870  USGS QUAD   -  WINTERSBURG (1984)
 DV0870
 DV0870                         *CURRENT SURVEY CONTROL
 DV0870  ___________________________________________________________________
 DV0870* NAD 83(1986)-  33 27 50.     (N)    112 46 54.     (W)     SCALED    
 DV0870* NAVD 88     -       332.56   (+/-2cm)    1091.1    (feet)  VERTCON   
 DV0870  ___________________________________________________________________
 DV0870  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DV0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0870
 DV0870.The horizontal coordinates were scaled from a topographic map and have
 DV0870.an estimated accuracy of +/- 6 seconds.
 DV0870
 DV0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0870.The vertical order pertains to the NGVD 29 superseded value.
 DV0870
 DV0870.The geoid height was determined by GEOID03.
 DV0870
 DV0870;                    North         East    Units  Estimated Accuracy
 DV0870;SPC AZ C     -   273,530.      132,960.      MT  (+/- 180 meters Scaled)
 DV0870
 DV0870                          SUPERSEDED SURVEY CONTROL
 DV0870
 DV0870  NGVD 29 (??/??/92)  331.926  (m)         1088.99   (f) ADJ UNCH    2 0
 DV0870
 DV0870.Superseded values are not recommended for survey control.
 DV0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0870.See file dsdata.txt to determine how the superseded data were derived.
 DV0870
 DV0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC344041(NAD 83)
 DV0870_MARKER: DB = BENCH MARK DISK
 DV0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0870_STAMPING: X 415 72 1962
 DV0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0870+STABILITY: SURFACE MOTION
 DV0870
 DV0870  HISTORY     - Date     Condition        Report By
 DV0870  HISTORY     - 1962     MONUMENTED       CGS
 DV0870
 DV0870                          STATION DESCRIPTION
 DV0870
 DV0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0870'10.8 MI SE FROM TONOPAH.
 DV0870'8.75 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0870'THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.05 MILE
 DV0870'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV0870'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.1 FEET NORTHWEST OF A METAL
 DV0870'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0606 ***********************************************************************
 CY0606  HT_MOD      -  This is a Height Modernization Survey Station.
 CY0606  DESIGNATION -  X 418
 CY0606  PID         -  CY0606
 CY0606  STATE/COUNTY-  AZ/COCHISE
 CY0606  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0606
 CY0606                         *CURRENT SURVEY CONTROL
 CY0606  ___________________________________________________________________
 CY0606* NAD 83(2007)-  32 09 53.86680(N)    109 56 38.32447(W)     ADJUSTED  
 CY0606* NAVD 88     -      1281.70   (meters)    4205.0    (feet)  GPS OBS   
 CY0606  ___________________________________________________________________
 CY0606  EPOCH DATE  -        2007.00
 CY0606  X           -  -1,843,789.865 (meters)                     COMP
 CY0606  Y           -  -5,081,223.725 (meters)                     COMP
 CY0606  Z           -   3,376,598.165 (meters)                     COMP
 CY0606  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CY0606  ELLIP HEIGHT-        1254.458 (meters)          (02/10/07) ADJUSTED
 CY0606  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CY0606
 CY0606  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CY0606  Type    PID    Designation                      North   East  Ellip
 CY0606  -------------------------------------------------------------------
 CY0606  NETWORK CY0606 X 418                             0.71   0.61   2.12
 CY0606  -------------------------------------------------------------------
 CY0606
 CY0606.The horizontal coordinates were established by GPS observations
 CY0606.and adjusted by the National Geodetic Survey in February 2007.
 CY0606
 CY0606.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CY0606.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CY0606.The horizontal coordinates are valid at the epoch date displayed above.
 CY0606.The epoch date for horizontal control is a decimal equivalence
 CY0606.of Year/Month/Day.
 CY0606
 CY0606.The orthometric height was determined by GPS observations and a
 CY0606.high-resolution geoid model.
 CY0606.The orthometric height was determined by GPS observations and a
 CY0606.high-resolution geoid model using precise GPS observation and
 CY0606.processing techniques. It supersedes the leveled height previously
 CY0606.determined for this station.
 CY0606
 CY0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0606
 CY0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0606
 CY0606.The ellipsoidal height was determined by GPS observations
 CY0606.and is referenced to NAD 83.
 CY0606
 CY0606.The geoid height was determined by GEOID03.
 CY0606
 CY0606;                    North         East     Units Scale Factor Converg.
 CY0606;SPC AZ E     -   129,179.381   234,362.616   MT  0.99990544   +0 07 06.8
 CY0606;SPC AZ E     -   423,816.87    768,906.22   iFT  0.99990544   +0 07 06.8
 CY0606;UTM  12      - 3,559,209.357   599,570.285   MT  0.99972226   +0 33 44.0
 CY0606
 CY0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0606!SPC AZ E     -   0.99980307  x   0.99990544  =   0.99970853
 CY0606!UTM  12      -   0.99980307  x   0.99972226  =   0.99952538
 CY0606
 CY0606                          SUPERSEDED SURVEY CONTROL
 CY0606
 CY0606  NAD 83(1992)-  32 09 53.86642(N)    109 56 38.32353(W) AD(       ) B
 CY0606  ELLIP H (08/22/05) 1254.476  (m)                       GP(       ) 4 2
 CY0606  NAVD 88 (06/15/91) 1281.823  (m)         4205.45   (f) ADJUSTED    1 2
 CY0606
 CY0606.Superseded values are not recommended for survey control.
 CY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0606.See file dsdata.txt to determine how the superseded data were derived.
 CY0606
 CY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA9957059209(NAD 83)
 CY0606_MARKER: DB = BENCH MARK DISK
 CY0606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0606_SP_SET: STAINLESS STEEL ROD
 CY0606_STAMPING: X 418 1979
 CY0606_PROJECTION: FLUSH
 CY0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0606_ROD/PIPE-DEPTH: 6.9  meters
 CY0606
 CY0606  HISTORY     - Date     Condition        Report By
 CY0606  HISTORY     - 1979     MONUMENTED       NGS
 CY0606
 CY0606                          STATION DESCRIPTION
 CY0606
 CY0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0606'20.1 KM SW FROM WILLCOX.
 CY0606'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0606'RAILROAD FROM THE STATION AT WILLCOX, THENCE 5.0 KILOMETERS (3.1
 CY0606'MILES) NORTHWEST ALONG U. S. HIGHWAY 666, AT A SIGN READING COCHISE
 CY0606'STRONGHOLD 27, 1.4 KILOMETERS (0.9 MILE) SOUTHEAST OF THE INTERSTATE
 CY0606'10-HIGHWAY 666 INTERCHANGE, 29.6 METERS (97 FEET) SOUTHWEST OF THE
 CY0606'CENTERLINE OF THE HIGHWAY, 27.1 METERS (89 FEET) SOUTH OF MILE POST
 CY0606'66, 5.8 METERS (19 FEET) SOUTHEAST OF A BRACED ANGLE IRON FENCE POST,
 CY0606'5.6 METERS (18.2 FEET) EAST OF POWER LINE POLE 83 AND 0.8 METER
 CY0606'(2.8 FEET) NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CY0606'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 CY0606'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1496 ***********************************************************************
 CZ1496  DESIGNATION -  X 419
 CZ1496  PID         -  CZ1496
 CZ1496  STATE/COUNTY-  AZ/PIMA
 CZ1496  USGS QUAD   -  TUCSON (1992)
 CZ1496
 CZ1496                         *CURRENT SURVEY CONTROL
 CZ1496  ___________________________________________________________________
 CZ1496* NAD 83(2007)-  32 10 55.93397(N)    110 56 35.74466(W)     ADJUSTED  
 CZ1496* NAVD 88     -       762.533  (meters)    2501.74   (feet)  ADJUSTED  
 CZ1496  ___________________________________________________________________
 CZ1496  EPOCH DATE  -        2007.00
 CZ1496  X           -  -1,931,603.848 (meters)                     COMP
 CZ1496  Y           -  -5,046,932.473 (meters)                     COMP
 CZ1496  Z           -   3,377,939.130 (meters)                     COMP
 CZ1496  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CZ1496  ELLIP HEIGHT-         733.239 (meters)          (02/10/07) ADJUSTED
 CZ1496  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ1496  DYNAMIC HT  -         761.480 (meters)    2498.29  (feet)  COMP
 CZ1496
 CZ1496  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1496  Type    PID    Designation                      North   East  Ellip
 CZ1496  -------------------------------------------------------------------
 CZ1496  NETWORK CZ1496 X 419                             0.45   0.74   2.35
 CZ1496  -------------------------------------------------------------------
 CZ1496  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 CZ1496
 CZ1496  VERT ORDER  -  FIRST     CLASS II
 CZ1496
 CZ1496.The horizontal coordinates were established by GPS observations
 CZ1496.and adjusted by the National Geodetic Survey in February 2007.
 CZ1496
 CZ1496.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1496.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1496.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1496.The epoch date for horizontal control is a decimal equivalence
 CZ1496.of Year/Month/Day.
 CZ1496
 CZ1496.The orthometric height was determined by differential leveling
 CZ1496.and adjusted in June 1991.
 CZ1496
 CZ1496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1496
 CZ1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1496
 CZ1496.The ellipsoidal height was determined by GPS observations
 CZ1496.and is referenced to NAD 83.
 CZ1496
 CZ1496.The geoid height was determined by GEOID03.
 CZ1496
 CZ1496.The dynamic height is computed by dividing the NAVD 88
 CZ1496.geopotential number by the normal gravity value computed on the
 CZ1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1496.degrees latitude (g = 980.6199 gals.).
 CZ1496
 CZ1496.The modeled gravity was interpolated from observed gravity values.
 CZ1496
 CZ1496;                    North         East     Units Scale Factor Converg.
 CZ1496;SPC AZ C     -   131,484.613   305,150.414   MT  1.00000387   +0 31 06.5
 CZ1496;SPC AZ C     -   431,379.96  1,001,149.65   iFT  1.00000387   +0 31 06.5
 CZ1496;UTM  12      - 3,560,633.320   505,348.544   MT  0.99960035   +0 01 48.8
 CZ1496
 CZ1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1496!SPC AZ C     -   0.99988488  x   1.00000387  =   0.99988875
 CZ1496!UTM  12      -   0.99988488  x   0.99960035  =   0.99948528
 CZ1496
 CZ1496                          SUPERSEDED SURVEY CONTROL
 CZ1496
 CZ1496  ELLIP H (06/11/02)  733.266  (m)                       GP(       ) 4 2
 CZ1496  NAD 83(1992)-  32 10 55.93347(N)    110 56 35.74365(W) AD(       ) 1
 CZ1496  ELLIP H (08/23/93)  733.341  (m)                       GP(       ) 4 2
 CZ1496  NAD 83(1986)-  32 10 55.92863(N)    110 56 35.74257(W) AD(       ) 1
 CZ1496  NGVD 29 (05/25/90)  761.8    (m)         2499.     (f) GPS OBS     3  
 CZ1496
 CZ1496.Superseded values are not recommended for survey control.
 CZ1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1496.See file dsdata.txt to determine how the superseded data were derived.
 CZ1496
 CZ1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0534960633(NAD 83)
 CZ1496_MARKER: DB = BENCH MARK DISK
 CZ1496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1496_SP_SET: STAINLESS STEEL ROD
 CZ1496_STAMPING: X 419 1980
 CZ1496_PROJECTION: FLUSH
 CZ1496_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1496+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CZ1496_ROD/PIPE-DEPTH: 4.1  meters
 CZ1496
 CZ1496  HISTORY     - Date     Condition        Report By
 CZ1496  HISTORY     - 1980     MONUMENTED       NGS
 CZ1496  HISTORY     - 1980     GOOD             USGS
 CZ1496  HISTORY     - 1987     GOOD             NGS
 CZ1496  HISTORY     - 19950309 GOOD             USPSQD
 CZ1496  HISTORY     - 19990304 MARK NOT FOUND   NGS
 CZ1496  HISTORY     - 20020403 GOOD             USPSQD
 CZ1496
 CZ1496                          STATION DESCRIPTION
 CZ1496
 CZ1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1496'IN TUCSON.
 CZ1496'IN TUCSON, ON THE NORTHEAST CORNER OF THE T JUNCTION OF CAMPBELL
 CZ1496'AVENUE AND HIDALGO VISTA IN THE 3400 BLOCK OF CAMPBELL AVENUE,
 CZ1496'AND AT THE CITY OF TUCSON PUBIC WATER SUPPLY ABANDON WELL,
 CZ1496'0.4 KILOMETER (0.25 MILE) SOUTHEAST OF BENCHMARK U 333,
 CZ1496'12.9 METERS NORTH OF THE CENTERLINE OF HIDALGO VISTA, 9.6 METERS
 CZ1496'(31.5 FEET) SOUTHWEST OF THE CENTER OF THE WELL, 1.05 METERS
 CZ1496'(3.5 FEET) NORTHEAST OF THE SOUTHWEST FENCE CORNER OF A CHAIN
 CZ1496'LINK FENCE AROUND THE WELL, 0.8 METER (2.6 FEET) NORTH OF THE
 CZ1496'EAST-WEST FENCE, 0.8 METER (2.6 FEET) EAST OF THE NORTH-SOUTH
 CZ1496'FENCE.
 CZ1496'THE MARK IS 0.6 M ABOVE CAMPBELL AVENUE.
 CZ1496
 CZ1496                          STATION RECOVERY (1980)
 CZ1496
 CZ1496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CZ1496'IN TUCSON, ON THE NE CORNER OF THE T JCT. OF CAMPBELL AVE AND HIDALGO
 CZ1496'VISTA IN THE 3400 BLOCK OF CAMPBELL AVE, 0.4 KM (0.25 MI.) SE OF BM U
 CZ1496'333, 12.9 M N. OF THE CENTERLINE OF HIDALGO VISTA, 18 FT. SW OF THE
 CZ1496'OF THE CENTERLINE OF CAMPBELL AVE. A STAINLES STEEL ROD SET TO THE
 CZ1496'DEPTH OF 4.1 M ENCASED IN A PIPE FLUSH WITH THE GROUND. 0.6 M ABOVE
 CZ1496'CAMPBELL AVE.
 CZ1496
 CZ1496                          STATION RECOVERY (1987)
 CZ1496
 CZ1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ1496'THE STATION WAS RECOVERED AT THIS DATE,
 CZ1496'IN GOOD CONDITION.
 CZ1496'
 CZ1496'THE STATION IS LOCATED ON THE SOUTH SIDE OF TUCSON, ALONG CAMPBELL
 CZ1496'AVE, NEAR AN EXTENSOMETER SITE.
 CZ1496'OWNERSHIP--CITY OF TUCSON, BRUCE JOHNSON, WATER RESOURCES DIVISION,
 CZ1496'TUCSON WATER, P.O. BOX 27210, TUCSON AZ 85726.  FOR SITE
 CZ1496'INFORMATION CONTACT STEVE ANDERSON, U.S. GEOLOGICAL SURVEY, PHONE
 CZ1496'602-629-6223.
 CZ1496'
 CZ1496'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ1496'AJO WAY WHICH IS ABOUT 3.2 KM (2 MI) SOUTH OF SOUTH TUCSON, GO
 CZ1496'EAST FOR 3.9 KM (2.4 MI) ON AJO WAY TO THE INTERSTATE HIGHWAY 10
 CZ1496'OVERPASS.
 CZ1496'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.9 KM (1.15 MI) ON AJO WAY
 CZ1496'TO THE INTERSECTION OF COUNTRY CLUB ROAD.
 CZ1496'TURN LEFT AND GO NORTH FOR 1.4 KM (0.9 MI) ON COUNTRY CLUB ROAD TO
 CZ1496'THE INTERSECTION OF 36TH ST.
 CZ1496'TURN LEFT AND GO WEST FOR 1.6 KM (1.0 MI) ON 36TH ST TO THE
 CZ1496'INTERSECTION OF CAMPBELL AVE.
 CZ1496'TURN LEFT AND GO SOUTH FOR 1.1 KM (0.7 MI) ON CAMPBELL AVE TO THE
 CZ1496'STATION ON THE LEFT, NEAR AN EXTENSOMETER SITE.
 CZ1496'
 CZ1496'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 CZ1496'STAMPED---X 419 1980---,
 CZ1496'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH 4.1
 CZ1496'METERS ENCASED IN A PVC PIPE FLUSH WITH GROUND.  LOCATED
 CZ1496'23.77 METERS (78.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 CZ1496'CAMPBELL AVE,
 CZ1496'16.76 METERS (55.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 CZ1496'OF A PAVED STREET,
 CZ1496'13.72 METERS (45.0 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE WITH GUY
 CZ1496'WIRE,
 CZ1496'5.94 METERS (19.5 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 CZ1496'A CHAIN LINK FENCE AROUND EXTENSOMETER AND
 CZ1496'2.83 METERS (9.3 FT) EAST FROM A UTILITY POLE.
 CZ1496'
 CZ1496'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ1496'
 CZ1496'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ1496'
 CZ1496'DESCRIBED BY D.F. CALLAHAN.
 CZ1496
 CZ1496                          STATION RECOVERY (1995)
 CZ1496
 CZ1496'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ1496'RECOVERED IN GOOD CONDITION.
 CZ1496
 CZ1496                          STATION RECOVERY (1999)
 CZ1496
 CZ1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CZ1496'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
 CZ1496
 CZ1496                          STATION RECOVERY (2002)
 CZ1496
 CZ1496'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CZ1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0218 ***********************************************************************
 CF0218  DESIGNATION -  X 420
 CF0218  PID         -  CF0218
 CF0218  STATE/COUNTY-  AZ/COCHISE
 CF0218  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0218
 CF0218                         *CURRENT SURVEY CONTROL
 CF0218  ___________________________________________________________________
 CF0218* NAD 83(1986)-  31 46 48.     (N)    109 41 24.     (W)     SCALED    
 CF0218* NAVD 88     -      1291.844  (meters)    4238.32   (feet)  ADJUSTED  
 CF0218  ___________________________________________________________________
 CF0218  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CF0218  DYNAMIC HT  -        1289.835 (meters)    4231.73  (feet)  COMP
 CF0218  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 CF0218
 CF0218  VERT ORDER  -  FIRST     CLASS II
 CF0218
 CF0218.The horizontal coordinates were scaled from a topographic map and have
 CF0218.an estimated accuracy of +/- 6 seconds.
 CF0218
 CF0218.The orthometric height was determined by differential leveling
 CF0218.and adjusted in June 1991.
 CF0218
 CF0218.The geoid height was determined by GEOID03.
 CF0218
 CF0218.The dynamic height is computed by dividing the NAVD 88
 CF0218.geopotential number by the normal gravity value computed on the
 CF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0218.degrees latitude (g = 980.6199 gals.).
 CF0218
 CF0218.The modeled gravity was interpolated from observed gravity values.
 CF0218
 CF0218;                    North         East    Units  Estimated Accuracy
 CF0218;SPC AZ E     -    86,570.      258,510.      MT  (+/- 180 meters Scaled)
 CF0218
 CF0218                          SUPERSEDED SURVEY CONTROL
 CF0218
 CF0218.No superseded survey control is available for this station.
 CF0218
 CF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA240167(NAD 83)
 CF0218_MARKER: DB = BENCH MARK DISK
 CF0218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0218_SP_SET: STAINLESS STEEL ROD
 CF0218_STAMPING: X 420 1980
 CF0218_PROJECTION: PROJECTING 8 CENTIMETERS
 CF0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0218_ROD/PIPE-DEPTH: 3.0  meters
 CF0218
 CF0218  HISTORY     - Date     Condition        Report By
 CF0218  HISTORY     - 1980     MONUMENTED       NGS
 CF0218
 CF0218                          STATION DESCRIPTION
 CF0218
 CF0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0218'10.8 KM NORTH FROM ELFRIDA.
 CF0218'10.8 KILOMETERS (6.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM THE
 CF0218'POST OFFICE IN ELFRIDA, 0.1 KILOMETER (0.05 MILE) NORTH OF
 CF0218'HIGHWAY MILEPOST 31, 14.9 METERS (49 FEET) EAST OF THE
 CF0218'CENTERLINE OF THE HIGHWAY, 19.4 METERS (63.6 FEET) NORTH OF
 CF0218'POWER POLE NUMBER 296, 7.9 METERS (26 FEET) NORTH OF THE CENTER
 CF0218'OF A STEEL GATE, 0.3 METER (1 FOOT) WEST OF THE RIGHT-OF-WAY
 CF0218'FENCE.
 CF0218'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CF0218'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0246 ***********************************************************************
 CF0246  DESIGNATION -  X 421
 CF0246  PID         -  CF0246
 CF0246  STATE/COUNTY-  AZ/COCHISE
 CF0246  USGS QUAD   -  DOUGLAS NE (1978)
 CF0246
 CF0246                         *CURRENT SURVEY CONTROL
 CF0246  ___________________________________________________________________
 CF0246* NAD 83(1986)-  31 22 51.     (N)    109 34 45.     (W)     SCALED    
 CF0246* NAVD 88     -      1216.083  (meters)    3989.77   (feet)  ADJUSTED  
 CF0246  ___________________________________________________________________
 CF0246  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0246  DYNAMIC HT  -        1214.186 (meters)    3983.54  (feet)  COMP
 CF0246  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 CF0246
 CF0246  VERT ORDER  -  FIRST     CLASS II
 CF0246
 CF0246.The horizontal coordinates were scaled from a topographic map and have
 CF0246.an estimated accuracy of +/- 6 seconds.
 CF0246
 CF0246.The orthometric height was determined by differential leveling
 CF0246.and adjusted in June 1991.
 CF0246
 CF0246.The geoid height was determined by GEOID03.
 CF0246
 CF0246.The dynamic height is computed by dividing the NAVD 88
 CF0246.geopotential number by the normal gravity value computed on the
 CF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0246.degrees latitude (g = 980.6199 gals.).
 CF0246
 CF0246.The modeled gravity was interpolated from observed gravity values.
 CF0246
 CF0246;                    North         East    Units  Estimated Accuracy
 CF0246;SPC AZ E     -    42,370.      269,240.      MT  (+/- 180 meters Scaled)
 CF0246
 CF0246                          SUPERSEDED SURVEY CONTROL
 CF0246
 CF0246.No superseded survey control is available for this station.
 CF0246
 CF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV351726(NAD 83)
 CF0246_MARKER: DB = BENCH MARK DISK
 CF0246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0246_SP_SET: STAINLESS STEEL ROD
 CF0246_STAMPING: X 421 1980
 CF0246_PROJECTION: FLUSH
 CF0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0246_ROD/PIPE-DEPTH: 3.0  meters
 CF0246
 CF0246  HISTORY     - Date     Condition        Report By
 CF0246  HISTORY     - 1980     MONUMENTED       NGS
 CF0246  HISTORY     - 19981001 GOOD             USPSQD
 CF0246
 CF0246                          STATION DESCRIPTION
 CF0246
 CF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0246'5.4 KM NW FROM DOUGLAS.
 CF0246'2.15 KILOMETERS (1.35 MILES) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0246'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, THENCE 3.2
 CF0246'KILOMETERS (2.0 MILES) NORTH ALONG U.S. HIGHWAY 666, 0.2
 CF0246'KILOMETER (0.1 MILE) NORTH OF A POWERLINE CROSSING, DIRECTLY
 CF0246'ACROSS THE HIGHWAY FROM TRIANGULATION STATION DOUGLAS, 14.9
 CF0246'METERS (49 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 44.2
 CF0246'METERS (145 FEET) NORTH OF POWER POLE, 44.2 METERS (145 FEET)
 CF0246'SOUTH OF POWER POLE, 37.8 METERS (124 FEET) SOUTHEAST OF
 CF0246'HIGHWAY MILEPOST 2, 0.3 METER (1 FOOT) WEST OF THE RIGHT-OF-
 CF0246'WAY FENCE.
 CF0246'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0246'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 CF0246
 CF0246                          STATION RECOVERY (1998)
 CF0246
 CF0246'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1427 ***********************************************************************
 CZ1427  DESIGNATION -  X 423
 CZ1427  PID         -  CZ1427
 CZ1427  STATE/COUNTY-  AZ/PIMA
 CZ1427  USGS QUAD   -  RUELAS CANYON (1992)
 CZ1427
 CZ1427                         *CURRENT SURVEY CONTROL
 CZ1427  ___________________________________________________________________
 CZ1427* NAD 83(1986)-  32 22 37.     (N)    111 06 25.     (W)     SCALED    
 CZ1427* NAVD 88     -       645.767  (meters)    2118.65   (feet)  ADJUSTED  
 CZ1427  ___________________________________________________________________
 CZ1427  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CZ1427  DYNAMIC HT  -         644.904 (meters)    2115.82  (feet)  COMP
 CZ1427  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 CZ1427
 CZ1427  VERT ORDER  -  FIRST     CLASS II
 CZ1427
 CZ1427.The horizontal coordinates were scaled from a topographic map and have
 CZ1427.an estimated accuracy of +/- 6 seconds.
 CZ1427
 CZ1427.The orthometric height was determined by differential leveling
 CZ1427.and adjusted in June 1991.
 CZ1427
 CZ1427.The geoid height was determined by GEOID03.
 CZ1427
 CZ1427.The dynamic height is computed by dividing the NAVD 88
 CZ1427.geopotential number by the normal gravity value computed on the
 CZ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1427.degrees latitude (g = 980.6199 gals.).
 CZ1427
 CZ1427.The modeled gravity was interpolated from observed gravity values.
 CZ1427
 CZ1427;                    North         East    Units  Estimated Accuracy
 CZ1427;SPC AZ C     -   152,950.      289,550.      MT  (+/- 180 meters Scaled)
 CZ1427
 CZ1427                          SUPERSEDED SURVEY CONTROL
 CZ1427
 CZ1427.No superseded survey control is available for this station.
 CZ1427
 CZ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA899822(NAD 83)
 CZ1427_MARKER: DB = BENCH MARK DISK
 CZ1427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CZ1427_SP_SET: STAINLESS STEEL ROD
 CZ1427_STAMPING: X 423 1980
 CZ1427_PROJECTION: RECESSED 2 CENTIMETERS
 CZ1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1427+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1427_ROD/PIPE-DEPTH: 3.7  meters
 CZ1427
 CZ1427  HISTORY     - Date     Condition        Report By
 CZ1427  HISTORY     - 1980     MONUMENTED       NGS
 CZ1427  HISTORY     - 19970309 MARK NOT FOUND   USPSQD
 CZ1427  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1427
 CZ1427                          STATION DESCRIPTION
 CZ1427
 CZ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1427'21.8 KM NW FROM TUCSON.
 CZ1427'21.8 KILOMETERS (13.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1427'RAILROAD FROM THE STATION AT TUCSON, 26.7 METERS (88 FEET) SOUTHWEST
 CZ1427'OF THE SOUTHWEST RAIL, 83.2 METERS (273 FEET) NORTHWEST OF THE
 CZ1427'CENTERLINE OF EL CAMINO DE MANANA, 16.0 METERS (52.5 FEET) NORTHEAST
 CZ1427'OF AND 1 METER (3 FEET) LOWER THAN THE CENTERLINE OF THE FRONTAGE
 CZ1427'ROAD (OLD U. S. HIGHWAY 84) AND 2.4 METERS (7.9 FEET) NORTHWEST OF
 CZ1427'THE SECOND UTILITY POLE NORTHWEST OF EL CAMINO DE MANANA IN THE
 CZ1427'NORTHEAST ROW OF TWO ROWS OF POLES.
 CZ1427'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1427'THE MARK IS 1.2 M BELOW THE RAILS.
 CZ1427
 CZ1427                          STATION RECOVERY (1997)
 CZ1427
 CZ1427'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1427'MARK NOT FOUND.
 CZ1427
 CZ1427                          STATION RECOVERY (2006)
 CZ1427
 CZ1427'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1436 ***********************************************************************
 CZ1436  DESIGNATION -  X 424
 CZ1436  PID         -  CZ1436
 CZ1436  STATE/COUNTY-  AZ/PIMA
 CZ1436  USGS QUAD   -  MARANA (1992)
 CZ1436
 CZ1436                         *CURRENT SURVEY CONTROL
 CZ1436  ___________________________________________________________________
 CZ1436* NAD 83(1986)-  32 27 43.     (N)    111 12 58.     (W)     SCALED    
 CZ1436* NAVD 88     -       604.002  (meters)    1981.63   (feet)  ADJUSTED  
 CZ1436  ___________________________________________________________________
 CZ1436  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CZ1436  DYNAMIC HT  -         603.206 (meters)    1979.02  (feet)  COMP
 CZ1436  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 CZ1436  OBS GRAVITY -     979,302.9   (mgal)                       GRAV_OBS
 CZ1436
 CZ1436  VERT ORDER  -  FIRST     CLASS II
 CZ1436
 CZ1436.The horizontal coordinates were scaled from a topographic map and have
 CZ1436.an estimated accuracy of +/- 6 seconds.
 CZ1436
 CZ1436.The orthometric height was determined by differential leveling
 CZ1436.and adjusted in June 1991.
 CZ1436
 CZ1436.The geoid height was determined by GEOID03.
 CZ1436
 CZ1436.The dynamic height is computed by dividing the NAVD 88
 CZ1436.geopotential number by the normal gravity value computed on the
 CZ1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1436.degrees latitude (g = 980.6199 gals.).
 CZ1436
 CZ1436.The modeled gravity was interpolated from observed gravity values.
 CZ1436.The observed gravity was obtained from relative gravimeter ties
 CZ1436.to the IGSN71 gravity network.
 CZ1436
 CZ1436;                    North         East    Units  Estimated Accuracy
 CZ1436;SPC AZ C     -   162,300.      279,220.      MT  (+/- 180 meters Scaled)
 CZ1436
 CZ1436                          SUPERSEDED SURVEY CONTROL
 CZ1436
 CZ1436.No superseded survey control is available for this station.
 CZ1436
 CZ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA796916(NAD 83)
 CZ1436_MARKER: I = METAL ROD
 CZ1436_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1436_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1436_STAMPING: X 424 1980
 CZ1436_PROJECTION: FLUSH
 CZ1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1436+STABILITY: POSITION/ELEVATION WELL
 CZ1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1436+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1436_ROD/PIPE-DEPTH: 1.5  meters
 CZ1436
 CZ1436  HISTORY     - Date     Condition        Report By
 CZ1436  HISTORY     - 1980     MONUMENTED       NGS
 CZ1436  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 CZ1436  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1436
 CZ1436                          STATION DESCRIPTION
 CZ1436
 CZ1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1436'35.9 KM NW FROM TUCSON.
 CZ1436'35.9 KILOMETERS (22.3 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1436'COMPANY RAILROAD FROM THE STATION AT TUCSON, AT THE INTERSTATE
 CZ1436'HIGHWAY 10 OVERPASS OVER MARANA ROAD, 23.7 METERS (77.7 FEET)
 CZ1436'SOUTHEAST OF AND ACROSS MARANA ROAD FROM BM 50, 17.6 METERS
 CZ1436'(57.7 FEET) SOUTHWEST OF A METAL STREET LAMP POLE ON THE
 CZ1436'SOUTHWEST CURB OF THE WEST BOUND OFF RAMP, 11.75 METERS (38.0
 CZ1436'FEET) SOUTHEAST OF THE CENTERLINE OF MARANA ROAD, 11.4 METERS
 CZ1436'(37.4 FEET) NORTHEAST OF THE NORTHEAST PIER OF THE SOUTHEAST
 CZ1436'PIERS FOR THE WEST BOUND TRAFFIC, 2.7 METERS (9.0 FEET) NORTH
 CZ1436'OF THE NORTH BOTTOM EDGE OF A CONCRETE APRON ON TOP OF THE
 CZ1436'BRIDGE FILL.
 CZ1436'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CZ1436'THE MARK IS ABOVE LEVEL WITH MARANA ROAD.
 CZ1436
 CZ1436                          STATION RECOVERY (1996)
 CZ1436
 CZ1436'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1436'MARK NOT FOUND.
 CZ1436
 CZ1436                          STATION RECOVERY (2006)
 CZ1436
 CZ1436'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2284 ***********************************************************************
 CZ2284  DESIGNATION -  X 43
 CZ2284  PID         -  CZ2284
 CZ2284  STATE/COUNTY-  AZ/PINAL
 CZ2284  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2284
 CZ2284                         *CURRENT SURVEY CONTROL
 CZ2284  ___________________________________________________________________
 CZ2284* NAD 83(1992)-  32 53 37.52991(N)    111 51 39.61434(W)     ADJUSTED  
 CZ2284* NAVD 88     -       405.67   (+/-2cm)    1330.9    (feet)  VERTCON   
 CZ2284  ___________________________________________________________________
 CZ2284  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 CZ2284  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2284  HORZ ORDER  -  FIRST
 CZ2284  VERT ORDER  -  THIRD ? (See Below)
 CZ2284
 CZ2284.The horizontal coordinates were established by classical geodetic methods
 CZ2284.and adjusted by the National Geodetic Survey in August 1993.
 CZ2284
 CZ2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2284.The vertical order pertains to the NGVD 29 superseded value.
 CZ2284
 CZ2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2284
 CZ2284.The geoid height was determined by GEOID03.
 CZ2284
 CZ2284;                    North         East     Units Scale Factor Converg.
 CZ2284;SPC AZ C     -   209,971.518   218,567.562   MT  0.99990033   +0 01 48.8
 CZ2284;SPC AZ C     -   688,882.93    717,085.18   iFT  0.99990033   +0 01 48.8
 CZ2284;UTM  12      - 3,639,837.697   419,471.084   MT  0.99967996   -0 28 03.4
 CZ2284
 CZ2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2284!SPC AZ C     -   0.99994107  x   0.99990033  =   0.99984141
 CZ2284!UTM  12      -   0.99994107  x   0.99967996  =   0.99962105
 CZ2284
 CZ2284:                Primary Azimuth Mark                     Grid Az
 CZ2284:SPC AZ C     -  AC 43X                                   084 31 30.3
 CZ2284:UTM  12      -  AC 43X                                   085 01 22.5
 CZ2284
 CZ2284|---------------------------------------------------------------------|
 CZ2284| PID    Reference Object                     Distance      Geod. Az  |
 CZ2284|                                                           dddmmss.s |
 CZ2284| CZ2272 AC 43X                              APPROX. 8.4 KM 0843319.1 |
 CZ2284| CH5752 X 43 RM E                             8.845 METERS 08918     |
 CZ2284| CH5753 X 43 RM S                             8.845 METERS 17924     |
 CZ2284|---------------------------------------------------------------------|
 CZ2284
 CZ2284                          SUPERSEDED SURVEY CONTROL
 CZ2284
 CZ2284  NAD 83(1986)-  32 53 37.52337(N)    111 51 39.61578(W) AD(       ) 1
 CZ2284  NAD 27      -  32 53 37.33466(N)    111 51 37.13564(W) AD(       ) 1
 CZ2284  NGVD 29 (07/19/86)  405.06   (m)         1328.9    (f) LEVELING    3  
 CZ2284
 CZ2284.Superseded values are not recommended for survey control.
 CZ2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2284.See file dsdata.txt to determine how the superseded data were derived.
 CZ2284
 CZ2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1947139838(NAD 83)
 CZ2284_MARKER: DD = SURVEY DISK
 CZ2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2284+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 CZ2284
 CZ2284  HISTORY     - Date     Condition        Report By
 CZ2284  HISTORY     - 1967     MONUMENTED       DMA
 CZ2284  HISTORY     - 20061101 GOOD             GEOCAC
 CZ2284
 CZ2284                          STATION DESCRIPTION
 CZ2284
 CZ2284'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2284'T-6-S.  R-5-E.  IN SECTION 19 NEAR THE NORTHEAST CORNER.
 CZ2284'
 CZ2284'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2284'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2284'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--X
 CZ2284'43 1967 ARMY MAP SERVICE.
 CZ2284'
 CZ2284'THE STATION MARK IS LOCATED 48 FEET WEST OF NORTH-SOUTH
 CZ2284'FENCE.  51 FEET SOUTH OF EAST-WEST FENCE.  76 FEET WEST OF
 CZ2284'NORTH-SOUTH POWERLINE.  100 FEET WEST OF THE CENTERLINE OF
 CZ2284'NORTH-SOUTH ROAD.  99 FEET SOUTH OF THE CENTERLINE OF
 CZ2284'EAST-WEST ROAD.
 CZ2284'
 CZ2284'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2284'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 6 MILES TO A CROSSROAD
 CZ2284'(MONTGOMERY ROAD).  TURN RIGHT AND GO NORTH ON MONTGOMERY ROAD
 CZ2284'FOR 1.0 MILE TO A CROSSROAD AND THE STATION SITE.
 CZ2284
 CZ2284                          STATION RECOVERY (2006)
 CZ2284
 CZ2284'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1104 ***********************************************************************
 DU1104  DESIGNATION -  X 430
 DU1104  PID         -  DU1104
 DU1104  STATE/COUNTY-  AZ/GRAHAM
 DU1104  USGS QUAD   -  GERONIMO (1989)
 DU1104
 DU1104                         *CURRENT SURVEY CONTROL
 DU1104  ___________________________________________________________________
 DU1104* NAD 83(1986)-  33 04 14.     (N)    110 01 04.     (W)     SCALED    
 DU1104* NAVD 88     -       817.840  (meters)    2683.20   (feet)  ADJUSTED  
 DU1104  ___________________________________________________________________
 DU1104  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DU1104  DYNAMIC HT  -         816.721 (meters)    2679.53  (feet)  COMP
 DU1104  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 DU1104
 DU1104  VERT ORDER  -  FIRST     CLASS II
 DU1104
 DU1104.The horizontal coordinates were scaled from a topographic map and have
 DU1104.an estimated accuracy of +/- 6 seconds.
 DU1104
 DU1104.The orthometric height was determined by differential leveling
 DU1104.and adjusted in June 1991.
 DU1104
 DU1104.The geoid height was determined by GEOID03.
 DU1104
 DU1104.The dynamic height is computed by dividing the NAVD 88
 DU1104.geopotential number by the normal gravity value computed on the
 DU1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1104.degrees latitude (g = 980.6199 gals.).
 DU1104
 DU1104.The modeled gravity was interpolated from observed gravity values.
 DU1104
 DU1104;                    North         East    Units  Estimated Accuracy
 DU1104;SPC AZ E     -   229,590.      227,260.      MT  (+/- 180 meters Scaled)
 DU1104
 DU1104                          SUPERSEDED SURVEY CONTROL
 DU1104
 DU1104.No superseded survey control is available for this station.
 DU1104
 DU1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB916595(NAD 83)
 DU1104_MARKER: I = METAL ROD
 DU1104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1104_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1104_STAMPING: X 430 1979
 DU1104_PROJECTION: FLUSH
 DU1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1104+STABILITY: POSITION/ELEVATION WELL
 DU1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1104+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU1104_ROD/PIPE-DEPTH: 15.2 meters
 DU1104_SLEEVE-DEPTH  : 7.6 meters
 DU1104
 DU1104  HISTORY     - Date     Condition        Report By
 DU1104  HISTORY     - 1979     MONUMENTED       NGS
 DU1104  HISTORY     - 20081009 GOOD             GEOCAC
 DU1104
 DU1104                          STATION DESCRIPTION
 DU1104
 DU1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1104'6.4 KM NW FROM FT THOMAS.
 DU1104'6.4 KILOMETERS (4.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1104'POST OFFICE IN FT. THOMAS, AT THE SOUTHWEST CORNER OF THE JUNCTION
 DU1104'OF THE HIGHWAY AND GOODWIN ROAD IN EMERY, SET BETWEEN THE HIGHWAY
 DU1104'AND THE RAILROAD TRACKS AT A POWERLINE CROSSING, 0.1 KILOMETER (0.05
 DU1104'MILE) SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE, 21.3 METERS (70 FEET)
 DU1104'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.4 METERS (67 FEET)
 DU1104'NORTHWEST OF THE CENTERLINE OF THE ROAD, 14.8 METERS (48.7 FEET)
 DU1104'NORTHEAST OF THE NORTHEAST RAIL AND 2.0 METERS (6.5 FEET) SOUTHEAST
 DU1104'OF POWER POLE 53A1.
 DU1104'THE MARK IS .6 METERS  NW FROM A WITNESS POST.
 DU1104'THE MARK IS 1.5 M BELOW HIGHWAY.
 DU1104
 DU1104                          STATION RECOVERY (2008)
 DU1104
 DU1104'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1104'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1104'04.218' W110  01.089'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0249 ***********************************************************************
 CF0249  DESIGNATION -  X 431
 CF0249  PID         -  CF0249
 CF0249  STATE/COUNTY-  AZ/COCHISE
 CF0249  USGS QUAD   -  DOUGLAS (1978)
 CF0249
 CF0249                         *CURRENT SURVEY CONTROL
 CF0249  ___________________________________________________________________
 CF0249* NAD 83(1986)-  31 21 01.     (N)    109 33 17.     (W)     SCALED    
 CF0249* NAVD 88     -      1215.447  (meters)    3987.68   (feet)  ADJUSTED  
 CF0249  ___________________________________________________________________
 CF0249  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CF0249  DYNAMIC HT  -        1213.549 (meters)    3981.45  (feet)  COMP
 CF0249  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 CF0249
 CF0249  VERT ORDER  -  FIRST     CLASS II
 CF0249
 CF0249.The horizontal coordinates were scaled from a topographic map and have
 CF0249.an estimated accuracy of +/- 6 seconds.
 CF0249
 CF0249.The orthometric height was determined by differential leveling
 CF0249.and adjusted in June 1991.
 CF0249
 CF0249.The geoid height was determined by GEOID03.
 CF0249
 CF0249.The dynamic height is computed by dividing the NAVD 88
 CF0249.geopotential number by the normal gravity value computed on the
 CF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0249.degrees latitude (g = 980.6199 gals.).
 CF0249
 CF0249.The modeled gravity was interpolated from observed gravity values.
 CF0249
 CF0249;                    North         East    Units  Estimated Accuracy
 CF0249;SPC AZ E     -    38,990.      271,580.      MT  (+/- 180 meters Scaled)
 CF0249
 CF0249                          SUPERSEDED SURVEY CONTROL
 CF0249
 CF0249.No superseded survey control is available for this station.
 CF0249
 CF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV374693(NAD 83)
 CF0249_MARKER: DB = BENCH MARK DISK
 CF0249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CF0249_SP_SET: ABUTMENT
 CF0249_STAMPING: X 431 1980
 CF0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0249
 CF0249  HISTORY     - Date     Condition        Report By
 CF0249  HISTORY     - 1980     MONUMENTED       NGS
 CF0249
 CF0249                          STATION DESCRIPTION
 CF0249
 CF0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0249'IN DOUGLAS.
 CF0249'AT THE SOUTHERN PACIFIC RAILROAD BRIDGE OVER U.S. HIGHWAY 80
 CF0249'SET IN TOP AND 0.3 METER (1 FOOT) SOUTHWEST OF THE
 CF0249'NORTHEAST END OF THE SOUTHEAST CONCRETE GUARDRAIL, 12.5 METERS
 CF0249'(41 FEET) SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 7.0
 CF0249'METERS (23 FEET) SOUTHWEST OF A SIGNAL BOX, 4.6 METERS (15 FEET)
 CF0249'WEST OF A POWER POLE, 3.0 METERS (10 FEET) SOUTHEAST OF THE
 CF0249'SOUTHEAST RAIL OF A SPUR TRACK.
 CF0249'THE MARK IS 0.9 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0713 ***********************************************************************
 CY0713  DESIGNATION -  X 436
 CY0713  PID         -  CY0713
 CY0713  STATE/COUNTY-  AZ/GRAHAM
 CY0713  USGS QUAD   -  ARTESIA (1966)
 CY0713
 CY0713                         *CURRENT SURVEY CONTROL
 CY0713  ___________________________________________________________________
 CY0713* NAD 83(1986)-  32 44 07.     (N)    109 42 56.     (W)     SCALED    
 CY0713* NAVD 88     -       977.379  (meters)    3206.62   (feet)  ADJUSTED  
 CY0713  ___________________________________________________________________
 CY0713  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CY0713  DYNAMIC HT  -         975.994 (meters)    3202.07  (feet)  COMP
 CY0713  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 CY0713
 CY0713  VERT ORDER  -  FIRST     CLASS II
 CY0713
 CY0713.The horizontal coordinates were scaled from a topographic map and have
 CY0713.an estimated accuracy of +/- 6 seconds.
 CY0713
 CY0713.The orthometric height was determined by differential leveling
 CY0713.and adjusted in June 1991.
 CY0713
 CY0713.The geoid height was determined by GEOID03.
 CY0713
 CY0713.The dynamic height is computed by dividing the NAVD 88
 CY0713.geopotential number by the normal gravity value computed on the
 CY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0713.degrees latitude (g = 980.6199 gals.).
 CY0713
 CY0713.The modeled gravity was interpolated from observed gravity values.
 CY0713
 CY0713;                    North         East    Units  Estimated Accuracy
 CY0713;SPC AZ E     -   192,490.      255,640.      MT  (+/- 180 meters Scaled)
 CY0713
 CY0713                          SUPERSEDED SURVEY CONTROL
 CY0713
 CY0713.No superseded survey control is available for this station.
 CY0713
 CY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB203226(NAD 83)
 CY0713_MARKER: DB = BENCH MARK DISK
 CY0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0713_SP_SET: STAINLESS STEEL ROD
 CY0713_STAMPING: X 436 1979
 CY0713_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0713+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0713_ROD/PIPE-DEPTH: 6.10 meters
 CY0713
 CY0713  HISTORY     - Date     Condition        Report By
 CY0713  HISTORY     - 1979     MONUMENTED       NGS
 CY0713  HISTORY     - 20061117 GOOD             INDIV
 CY0713  HISTORY     - 20081010 GOOD             GEOCAC
 CY0713
 CY0713                          STATION DESCRIPTION
 CY0713
 CY0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0713'6.9 MI SOUTH FROM SAFFORD.
 CY0713'6.9 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0713'HIGHWAY 70 IN SAFFORD, 0.1 MILE NORTH OF MILE POST 114, 49 FEET EAST
 CY0713'OF THE CENTERLINE OF THE HIGHWAY, 71 FEET SOUTH OF A Y-JUNCTION POWER
 CY0713'LINE POLE WITH DOUBLE GUY WIRES, 56 FEET NORTH OF THE NORTH END OF A
 CY0713'METAL GATE IN THE RIGHT-OF-WAY FENCE AND 1.0 FOOT WEST OF A T-JUNCTION
 CY0713'RAILROAD TIE FENCE POST IN THE EAST RIGHT-OF-WAY FENCE.  THE ROD WAS
 CY0713'DRIVEN TO REFUSAL.
 CY0713'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0713'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0713
 CY0713                          STATION RECOVERY (2006)
 CY0713
 CY0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJN)
 CY0713'DIRECTIONS TO MONUMENT FOUND ADEQUATE WITH ONE MINOR CHANGE. HWY 666
 CY0713'IS NOW 191. MONUMENT FOUND IN GOOD CONDITION.
 CY0713
 CY0713                          STATION RECOVERY (2008)
 CY0713
 CY0713'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0713'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0713'44.138' W109  42.969'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1135 ***********************************************************************
 DU1135  DESIGNATION -  X 437
 DU1135  PID         -  DU1135
 DU1135  STATE/COUNTY-  AZ/GRAHAM
 DU1135  USGS QUAD   -  SAN CARLOS (1979)
 DU1135
 DU1135                         *CURRENT SURVEY CONTROL
 DU1135  ___________________________________________________________________
 DU1135* NAD 83(1986)-  33 17 16.     (N)    110 23 38.     (W)     SCALED    
 DU1135* NAVD 88     -       867.395  (meters)    2845.78   (feet)  ADJUSTED  
 DU1135  ___________________________________________________________________
 DU1135  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DU1135  DYNAMIC HT  -         866.235 (meters)    2841.97  (feet)  COMP
 DU1135  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 DU1135
 DU1135  VERT ORDER  -  FIRST     CLASS II
 DU1135
 DU1135.The horizontal coordinates were scaled from a topographic map and have
 DU1135.an estimated accuracy of +/- 6 seconds.
 DU1135
 DU1135.The orthometric height was determined by differential leveling
 DU1135.and adjusted in June 1991.
 DU1135
 DU1135.The geoid height was determined by GEOID03.
 DU1135
 DU1135.The dynamic height is computed by dividing the NAVD 88
 DU1135.geopotential number by the normal gravity value computed on the
 DU1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1135.degrees latitude (g = 980.6199 gals.).
 DU1135
 DU1135.The modeled gravity was interpolated from observed gravity values.
 DU1135
 DU1135;                    North         East    Units  Estimated Accuracy
 DU1135;SPC AZ E     -   253,690.      192,200.      MT  (+/- 180 meters Scaled)
 DU1135
 DU1135                          SUPERSEDED SURVEY CONTROL
 DU1135
 DU1135.No superseded survey control is available for this station.
 DU1135
 DU1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB564833(NAD 83)
 DU1135_MARKER: DB = BENCH MARK DISK
 DU1135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1135_SP_SET: STAINLESS STEEL ROD
 DU1135_STAMPING: X 437 1979
 DU1135_PROJECTION: PROJECTING 2 CENTIMETERS
 DU1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1135+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1135_ROD/PIPE-DEPTH: 7.5  meters
 DU1135
 DU1135  HISTORY     - Date     Condition        Report By
 DU1135  HISTORY     - 1979     MONUMENTED       NGS
 DU1135  HISTORY     - 20081008 GOOD             GEOCAC
 DU1135
 DU1135                          STATION DESCRIPTION
 DU1135
 DU1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1135'40.6 KM SE FROM GLOBE.
 DU1135'40.6 KILOMETERS (23.25 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1135'THE NEW COUNTY COURTHOUSE IN GLOBE, ON TOP OF A LOW HIGHWAY CUT,
 DU1135'30.2 METERS (99 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 61.2
 DU1135'METERS (201 FEET) SOUTHEAST OF HIGHWAY MILE POST 275 AND 0.3 METER
 DU1135'(1 FOOT) NORTH OF THE RIGHT-OF-WAY FENCE.  THIS MARK IS 1.6 KILOMETERS
 DU1135'(1 MILE) WEST OF BENCH MARK Y 437.
 DU1135'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 DU1135'THE MARK IS 1 M ABOVE THE HIGHWAY.
 DU1135
 DU1135                          STATION RECOVERY (2008)
 DU1135
 DU1135'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1135'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1135'17.268' W110  23.597'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0435 ***********************************************************************
 DT0435  DESIGNATION -  X 438
 DT0435  PID         -  DT0435
 DT0435  STATE/COUNTY-  AZ/GRAHAM
 DT0435  USGS QUAD   -  FORT THOMAS (1989)
 DT0435
 DT0435                         *CURRENT SURVEY CONTROL
 DT0435  ___________________________________________________________________
 DT0435* NAD 83(1986)-  33 00 46.     (N)    109 56 57.     (W)     SCALED    
 DT0435* NAVD 88     -       828.551  (meters)    2718.34   (feet)  ADJUSTED  
 DT0435  ___________________________________________________________________
 DT0435  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DT0435  DYNAMIC HT  -         827.413 (meters)    2714.60  (feet)  COMP
 DT0435  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 DT0435
 DT0435  VERT ORDER  -  FIRST     CLASS II
 DT0435
 DT0435.The horizontal coordinates were scaled from a topographic map and have
 DT0435.an estimated accuracy of +/- 6 seconds.
 DT0435
 DT0435.The orthometric height was determined by differential leveling
 DT0435.and adjusted in June 1991.
 DT0435
 DT0435.The geoid height was determined by GEOID03.
 DT0435
 DT0435.The dynamic height is computed by dividing the NAVD 88
 DT0435.geopotential number by the normal gravity value computed on the
 DT0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0435.degrees latitude (g = 980.6199 gals.).
 DT0435
 DT0435.The modeled gravity was interpolated from observed gravity values.
 DT0435
 DT0435;                    North         East    Units  Estimated Accuracy
 DT0435;SPC AZ E     -   223,190.      233,680.      MT  (+/- 180 meters Scaled)
 DT0435
 DT0435                          SUPERSEDED SURVEY CONTROL
 DT0435
 DT0435.No superseded survey control is available for this station.
 DT0435
 DT0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB981531(NAD 83)
 DT0435_MARKER: DB = BENCH MARK DISK
 DT0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0435_SP_SET: STAINLESS STEEL ROD
 DT0435_STAMPING: X 438 1979
 DT0435_PROJECTION: PROJECTING 5 CENTIMETERS
 DT0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0435+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DT0435_ROD/PIPE-DEPTH: 8.53 meters
 DT0435
 DT0435  HISTORY     - Date     Condition        Report By
 DT0435  HISTORY     - 1979     MONUMENTED       NGS
 DT0435  HISTORY     - 20081009 GOOD             GEOCAC
 DT0435
 DT0435                          STATION DESCRIPTION
 DT0435
 DT0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DT0435'1.7 MI SE FROM FT THOMAS.
 DT0435'1.75 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 DT0435'FT. THOMAS, IN LINE WITH A ROW OF POWER LINE POLES, 62 FEET NORTHEAST
 DT0435'OF THE CENTERLINE OF THE HIGHWAY, 13.5 FEET SOUTHEAST OF THE
 DT0435'CENTERLINE OF A DIRT FARM ROAD, 4.5 FEET SOUTHEAST OF A T-JUNCTION
 DT0435'POWER LINE POLE WITH TRANSFORMER AND GUY WIRE AND 2.5 FEET
 DT0435'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 DT0435'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 DT0435'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0435
 DT0435                          STATION RECOVERY (2008)
 DT0435
 DT0435'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DT0435'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DT0435'00.755' W109  57.002'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0083 ***********************************************************************
 DU0083  DESIGNATION -  X 44
 DU0083  PID         -  DU0083
 DU0083  STATE/COUNTY-  AZ/GILA
 DU0083  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0083
 DU0083                         *CURRENT SURVEY CONTROL
 DU0083  ___________________________________________________________________
 DU0083* NAD 83(1986)-  33 26 27.     (N)    110 26 57.     (W)     SCALED    
 DU0083* NAVD 88     -       963.984  (meters)    3162.67   (feet)  ADJUSTED  
 DU0083  ___________________________________________________________________
 DU0083  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DU0083  DYNAMIC HT  -         962.694 (meters)    3158.44  (feet)  COMP
 DU0083  MODELED GRAV-     979,266.9   (mgal)                       NAVD 88
 DU0083
 DU0083  VERT ORDER  -  FIRST     CLASS II
 DU0083
 DU0083.The horizontal coordinates were scaled from a topographic map and have
 DU0083.an estimated accuracy of +/- 6 seconds.
 DU0083
 DU0083.The orthometric height was determined by differential leveling
 DU0083.and adjusted in June 1991.
 DU0083
 DU0083.The geoid height was determined by GEOID03.
 DU0083
 DU0083.The dynamic height is computed by dividing the NAVD 88
 DU0083.geopotential number by the normal gravity value computed on the
 DU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0083.degrees latitude (g = 980.6199 gals.).
 DU0083
 DU0083.The modeled gravity was interpolated from observed gravity values.
 DU0083
 DU0083;                    North         East    Units  Estimated Accuracy
 DU0083;SPC AZ E     -   270,670.      187,090.      MT  (+/- 180 meters Scaled)
 DU0083
 DU0083                          SUPERSEDED SURVEY CONTROL
 DU0083
 DU0083  NGVD 29 (??/??/92)  963.384  (m)         3160.70   (f) ADJ UNCH    1 2
 DU0083
 DU0083.Superseded values are not recommended for survey control.
 DU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0083.See file dsdata.txt to determine how the superseded data were derived.
 DU0083
 DU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC511002(NAD 83)
 DU0083_MARKER: DB = BENCH MARK DISK
 DU0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0083_STAMPING: X 44 1934
 DU0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0083+STABILITY: SURFACE MOTION
 DU0083
 DU0083  HISTORY     - Date     Condition        Report By
 DU0083  HISTORY     - 1934     MONUMENTED       CGS
 DU0083
 DU0083                          STATION DESCRIPTION
 DU0083
 DU0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0083'7.6 MI N FROM SAN CARLOS.
 DU0083'7.6 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0083'AT A CURVE, AND 28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 DU0083'STANDARD DISK, STAMPED X 44 1934 AND SET IN THE TOP OF A CONCRETE
 DU0083'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2285 ***********************************************************************
 CZ2285  DESIGNATION -  X 44
 CZ2285  PID         -  CZ2285
 CZ2285  STATE/COUNTY-  AZ/PINAL
 CZ2285  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2285
 CZ2285                         *CURRENT SURVEY CONTROL
 CZ2285  ___________________________________________________________________
 CZ2285* NAD 83(1992)-  32 52 45.09397(N)    111 51 44.10399(W)     ADJUSTED  
 CZ2285* NAVD 88     -       409.23   (+/-2cm)    1342.6    (feet)  VERTCON   
 CZ2285  ___________________________________________________________________
 CZ2285  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CZ2285  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ2285  HORZ ORDER  -  FIRST
 CZ2285  VERT ORDER  -  THIRD ? (See Below)
 CZ2285
 CZ2285.The horizontal coordinates were established by classical geodetic methods
 CZ2285.and adjusted by the National Geodetic Survey in August 1993.
 CZ2285
 CZ2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2285.The vertical order pertains to the NGVD 29 superseded value.
 CZ2285
 CZ2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2285
 CZ2285.The geoid height was determined by GEOID03.
 CZ2285
 CZ2285;                    North         East     Units Scale Factor Converg.
 CZ2285;SPC AZ C     -   208,356.264   218,451.719   MT  0.99990032   +0 01 46.3
 CZ2285;SPC AZ C     -   683,583.54    716,705.11   iFT  0.99990032   +0 01 46.3
 CZ2285;UTM  12      - 3,638,223.867   419,341.242   MT  0.99968022   -0 28 05.2
 CZ2285
 CZ2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2285!SPC AZ C     -   0.99994051  x   0.99990032  =   0.99984084
 CZ2285!UTM  12      -   0.99994051  x   0.99968022  =   0.99962075
 CZ2285
 CZ2285:                Primary Azimuth Mark                     Grid Az
 CZ2285:SPC AZ C     -  AC 43X                                   074 01 44.9
 CZ2285:UTM  12      -  AC 43X                                   074 31 36.4
 CZ2285
 CZ2285|---------------------------------------------------------------------|
 CZ2285| PID    Reference Object                     Distance      Geod. Az  |
 CZ2285|                                                           dddmmss.s |
 CZ2285| CZ2272 AC 43X                              APPROX. 8.8 KM 0740331.2 |
 CZ2285| CH5754 X 44 RM E                             8.832 METERS 08934     |
 CZ2285| CH5755 X 44 RM S                             8.828 METERS 17934     |
 CZ2285|---------------------------------------------------------------------|
 CZ2285
 CZ2285                          SUPERSEDED SURVEY CONTROL
 CZ2285
 CZ2285  NAD 83(1986)-  32 52 45.08743(N)    111 51 44.10530(W) AD(       ) 1
 CZ2285  NAD 27      -  32 52 44.89729(N)    111 51 41.62642(W) AD(       ) 1
 CZ2285  NGVD 29 (07/19/86)  408.62   (m)         1340.6    (f) LEVELING    3  
 CZ2285
 CZ2285.Superseded values are not recommended for survey control.
 CZ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2285.See file dsdata.txt to determine how the superseded data were derived.
 CZ2285
 CZ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1934138224(NAD 83)
 CZ2285_MARKER: DD = SURVEY DISK
 CZ2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2285
 CZ2285  HISTORY     - Date     Condition        Report By
 CZ2285  HISTORY     - 1967     MONUMENTED       DMA
 CZ2285  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2285
 CZ2285                          STATION DESCRIPTION
 CZ2285
 CZ2285'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2285'T-6-S.  R-5-E.  IN SECTION 30 NEAR THE NORTHEAST CORNER.
 CZ2285'
 CZ2285'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2285'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2285'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--X
 CZ2285'44 1967 ARMY MAP SERVICE.
 CZ2285'
 CZ2285'THE STATION MARK IS LOCATED 105 FEET SOUTH OF THE CENTERLINE OF
 CZ2285'THE EAST-WEST HIGHWAY.  56 FEET SOUTH OF THE EAST-WEST
 CZ2285'POWERLINE.  474 FEET WEST OF THE NORTH-SOUTH POWERLINE.  498 FEET
 CZ2285'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 CZ2285'
 CZ2285'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2285'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 6.0 MILES TO CROSSROAD
 CZ2285'(MONTGOMERY ROAD) AND THE STATION SITE.
 CZ2285
 CZ2285                          STATION RECOVERY (2007)
 CZ2285
 CZ2285'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2285'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0631 ***********************************************************************
 ES0631  DESIGNATION -  X 45
 ES0631  PID         -  ES0631
 ES0631  STATE/COUNTY-  AZ/NAVAJO
 ES0631  USGS QUAD   -  TAYLOR (1970)
 ES0631
 ES0631                         *CURRENT SURVEY CONTROL
 ES0631  ___________________________________________________________________
 ES0631* NAD 83(1986)-  34 23 20.     (N)    110 00 44.     (W)     SCALED    
 ES0631* NAVD 88     -      1793.126  (meters)    5882.95   (feet)  ADJUSTED  
 ES0631  ___________________________________________________________________
 ES0631  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ES0631  DYNAMIC HT  -        1790.512 (meters)    5874.37  (feet)  COMP
 ES0631  MODELED GRAV-     979,114.7   (mgal)                       NAVD 88
 ES0631
 ES0631  VERT ORDER  -  FIRST     CLASS II
 ES0631
 ES0631.The horizontal coordinates were scaled from a topographic map and have
 ES0631.an estimated accuracy of +/- 6 seconds.
 ES0631
 ES0631.The orthometric height was determined by differential leveling
 ES0631.and adjusted in June 1991.
 ES0631
 ES0631.The geoid height was determined by GEOID03.
 ES0631
 ES0631.The dynamic height is computed by dividing the NAVD 88
 ES0631.geopotential number by the normal gravity value computed on the
 ES0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0631.degrees latitude (g = 980.6199 gals.).
 ES0631
 ES0631.The modeled gravity was interpolated from observed gravity values.
 ES0631
 ES0631;                    North         East    Units  Estimated Accuracy
 ES0631;SPC AZ E     -   375,800.      227,560.      MT  (+/- 180 meters Scaled)
 ES0631
 ES0631                          SUPERSEDED SURVEY CONTROL
 ES0631
 ES0631  NGVD 29 (??/??/92) 1792.288  (m)         5880.20   (f) ADJ UNCH    1 2
 ES0631
 ES0631.Superseded values are not recommended for survey control.
 ES0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0631.See file dsdata.txt to determine how the superseded data were derived.
 ES0631
 ES0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD908057(NAD 83)
 ES0631_MARKER: DB = BENCH MARK DISK
 ES0631_SETTING: 66 = SET IN ROCK OUTCROP
 ES0631_SP_SET: OUTCROP
 ES0631_STAMPING: X 45 1934
 ES0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0631+STABILITY: POSITION/ELEVATION WELL
 ES0631
 ES0631  HISTORY     - Date     Condition        Report By
 ES0631  HISTORY     - 1934     MONUMENTED       CGS
 ES0631  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 ES0631
 ES0631                          STATION DESCRIPTION
 ES0631
 ES0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0631'9.4 MI S FROM SNOWFLAKE.
 ES0631'9.4 MILES SOUTH ALONG APACHE R.R. ALONG APACHE R.R., ABOUT 90 YDS.
 ES0631'NORTH OF CATTLE GUARD, 48 FT. WEST OF CENTER LINE OF TRACK, 40 FT.
 ES0631'NORTH OF MILE POLE 44, IN BASALT OUTCROP.
 ES0631
 ES0631                          STATION RECOVERY (2004)
 ES0631
 ES0631'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0631'MARK NOT FOUND.
 ES0631' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2351 ***********************************************************************
 CZ2351  DESIGNATION -  X 45
 CZ2351  PID         -  CZ2351
 CZ2351  STATE/COUNTY-  AZ/PINAL
 CZ2351  USGS QUAD   -  CHUICHU (1992)
 CZ2351
 CZ2351                         *CURRENT SURVEY CONTROL
 CZ2351  ___________________________________________________________________
 CZ2351* NAD 83(1992)-  32 51 52.71735(N)    111 51 37.12579(W)     ADJUSTED  
 CZ2351* NAVD 88     -       411.96   (+/-2cm)    1351.6    (feet)  VERTCON   
 CZ2351  ___________________________________________________________________
 CZ2351  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 CZ2351  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ2351  HORZ ORDER  -  FIRST
 CZ2351  VERT ORDER  -  THIRD ? (See Below)
 CZ2351
 CZ2351.The horizontal coordinates were established by classical geodetic methods
 CZ2351.and adjusted by the National Geodetic Survey in August 1993.
 CZ2351
 CZ2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2351.The vertical order pertains to the NGVD 29 superseded value.
 CZ2351
 CZ2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2351
 CZ2351.The geoid height was determined by GEOID03.
 CZ2351
 CZ2351;                    North         East     Units Scale Factor Converg.
 CZ2351;SPC AZ C     -   206,742.998   218,633.957   MT  0.99990034   +0 01 50.1
 CZ2351;SPC AZ C     -   678,290.68    717,303.01   iFT  0.99990034   +0 01 50.1
 CZ2351;UTM  12      - 3,636,609.435   419,509.427   MT  0.99967988   -0 28 00.8
 CZ2351
 CZ2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2351!SPC AZ C     -   0.99994009  x   0.99990034  =   0.99984043
 CZ2351!UTM  12      -   0.99994009  x   0.99967988  =   0.99961999
 CZ2351
 CZ2351:                Primary Azimuth Mark                     Grid Az
 CZ2351:SPC AZ C     -  AC 43X                                   063 58 45.2
 CZ2351:UTM  12      -  AC 43X                                   064 28 36.1
 CZ2351
 CZ2351|---------------------------------------------------------------------|
 CZ2351| PID    Reference Object                     Distance      Geod. Az  |
 CZ2351|                                                           dddmmss.s |
 CZ2351| CZ2272 AC 43X                              APPROX. 9.2 KM 0640035.3 |
 CZ2351| CH5756 X 45 RM E                             8.822 METERS 08923     |
 CZ2351| CH5757 X 45 RM S                             8.833 METERS 17930     |
 CZ2351|---------------------------------------------------------------------|
 CZ2351
 CZ2351                          SUPERSEDED SURVEY CONTROL
 CZ2351
 CZ2351  NAD 83(1986)-  32 51 52.71082(N)    111 51 37.12698(W) AD(       ) 1
 CZ2351  NAD 27      -  32 51 52.51894(N)    111 51 34.64957(W) AD(       ) 1
 CZ2351  NGVD 29 (07/19/86)  411.35   (m)         1349.6    (f) LEVELING    3  
 CZ2351
 CZ2351.Superseded values are not recommended for survey control.
 CZ2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2351.See file dsdata.txt to determine how the superseded data were derived.
 CZ2351
 CZ2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1950936609(NAD 83)
 CZ2351_MARKER: DD = SURVEY DISK
 CZ2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2351_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2351
 CZ2351  HISTORY     - Date     Condition        Report By
 CZ2351  HISTORY     - 1966     MONUMENTED       DMA
 CZ2351  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2351
 CZ2351                          STATION DESCRIPTION
 CZ2351
 CZ2351'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2351'T-6-S.  R-5-E.  IN SECTION 32 NEAR THE NORTHWEST CORNER.
 CZ2351'
 CZ2351'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2351'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2351'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2351'STAMPED--X 45 1966 ARMY MAP SERVICE.
 CZ2351'
 CZ2351'THE STATION MARK IS LOCATED 54 FEET SOUTH OF THE EAST-WEST
 CZ2351'POWERLINE.  79 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  91
 CZ2351'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD.  123 FEET EAST
 CZ2351'OF THE NORTH-SOUTH POWER LINE.
 CZ2351'
 CZ2351'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2351'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 6.0 MILES TO A CROSSROAD
 CZ2351'(MONTGOMERY ROAD).  TURN LEFT ON MONTGOMERY ROAD AND GO SOUTH FOR
 CZ2351'1.0 MILE TO A CROSSROAD (PETERS ROAD) AND THE STATION SITE.
 CZ2351
 CZ2351                          STATION RECOVERY (2006)
 CZ2351
 CZ2351'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2351'THERE HAS BEEN SURFACE DISTURBANCE IN THE AREA. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0186 ***********************************************************************
 ER0186  DESIGNATION -  X 46
 ER0186  PID         -  ER0186
 ER0186  STATE/COUNTY-  AZ/APACHE
 ER0186  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0186
 ER0186                         *CURRENT SURVEY CONTROL
 ER0186  ___________________________________________________________________
 ER0186* NAD 83(1986)-  34 30 25.     (N)    109 21 55.     (W)     SCALED    
 ER0186* NAVD 88     -      1752.813  (meters)    5750.69   (feet)  ADJUSTED  
 ER0186  ___________________________________________________________________
 ER0186  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ER0186  DYNAMIC HT  -        1750.312 (meters)    5742.48  (feet)  COMP
 ER0186  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 ER0186
 ER0186  VERT ORDER  -  SECOND    CLASS 0
 ER0186
 ER0186.The horizontal coordinates were scaled from a topographic map and have
 ER0186.an estimated accuracy of +/- 6 seconds.
 ER0186
 ER0186.The orthometric height was determined by differential leveling
 ER0186.and adjusted in June 1991.
 ER0186
 ER0186.The geoid height was determined by GEOID03.
 ER0186
 ER0186.The dynamic height is computed by dividing the NAVD 88
 ER0186.geopotential number by the normal gravity value computed on the
 ER0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0186.degrees latitude (g = 980.6199 gals.).
 ER0186
 ER0186.The modeled gravity was interpolated from observed gravity values.
 ER0186
 ER0186;                    North         East    Units  Estimated Accuracy
 ER0186;SPC AZ E     -   389,170.      286,950.      MT  (+/- 180 meters Scaled)
 ER0186
 ER0186                          SUPERSEDED SURVEY CONTROL
 ER0186
 ER0186  NGVD 29 (??/??/92) 1751.992  (m)         5747.99   (f) ADJ UNCH    2 0
 ER0186
 ER0186.Superseded values are not recommended for survey control.
 ER0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0186.See file dsdata.txt to determine how the superseded data were derived.
 ER0186
 ER0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD500195(NAD 83)
 ER0186_MARKER: DB = BENCH MARK DISK
 ER0186_SETTING: 66 = SET IN ROCK OUTCROP
 ER0186_SP_SET: SANDSTONE BLOCK
 ER0186_STAMPING: X 46 1934
 ER0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0186+STABILITY: POSITION/ELEVATION WELL
 ER0186
 ER0186  HISTORY     - Date     Condition        Report By
 ER0186  HISTORY     - 1934     MONUMENTED       CGS
 ER0186  HISTORY     - 1943     GOOD             NGS
 ER0186
 ER0186                          STATION DESCRIPTION
 ER0186
 ER0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 ER0186'IN ST JOHNS.
 ER0186'AT ST. JOHNS, APACHE COUNTY, AT THE COURTHOUSE, ABOUT 47 YARDS SOUTH
 ER0186'OF THE CENTERLINE OF THE STREET, 8 FEET WEST OF THE CENTER OF THE
 ER0186'LANDING AT THE NORTH MAIN ENTRANCE, IN THE FOUNDATION OF THE WEST
 ER0186'PILLAR, AND IN THE TOP OF A 3-FOOT 4-INCH SANDSTONE BLOCK.  A STANDARD
 ER0186'DISK, STAMPED X 46 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2350 ***********************************************************************
 CZ2350  DESIGNATION -  X 46
 CZ2350  PID         -  CZ2350
 CZ2350  STATE/COUNTY-  AZ/PINAL
 CZ2350  USGS QUAD   -  CHUICHU (1992)
 CZ2350
 CZ2350                         *CURRENT SURVEY CONTROL
 CZ2350  ___________________________________________________________________
 CZ2350* NAD 83(1992)-  32 51 02.04799(N)    111 51 36.92274(W)     ADJUSTED  
 CZ2350* NAVD 88     -       413.92   (+/-2cm)    1358.0    (feet)  VERTCON   
 CZ2350  ___________________________________________________________________
 CZ2350  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 CZ2350  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2350  HORZ ORDER  -  FIRST
 CZ2350  VERT ORDER  -  THIRD ? (See Below)
 CZ2350
 CZ2350.The horizontal coordinates were established by classical geodetic methods
 CZ2350.and adjusted by the National Geodetic Survey in August 1993.
 CZ2350
 CZ2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2350.The vertical order pertains to the NGVD 29 superseded value.
 CZ2350
 CZ2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2350
 CZ2350.The geoid height was determined by GEOID03.
 CZ2350
 CZ2350;                    North         East     Units Scale Factor Converg.
 CZ2350;SPC AZ C     -   205,182.231   218,640.069   MT  0.99990034   +0 01 50.2
 CZ2350;SPC AZ C     -   673,170.05    717,323.06   iFT  0.99990034   +0 01 50.2
 CZ2350;UTM  12      - 3,635,049.018   419,501.992   MT  0.99967990   -0 28 00.0
 CZ2350
 CZ2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2350!SPC AZ C     -   0.99993978  x   0.99990034  =   0.99984013
 CZ2350!UTM  12      -   0.99993978  x   0.99967990  =   0.99961970
 CZ2350
 CZ2350:                Primary Azimuth Mark                     Grid Az
 CZ2350:SPC AZ C     -  AC 43X                                   055 51 49.0
 CZ2350:UTM  12      -  AC 43X                                   056 21 39.2
 CZ2350
 CZ2350|---------------------------------------------------------------------|
 CZ2350| PID    Reference Object                     Distance      Geod. Az  |
 CZ2350|                                                           dddmmss.s |
 CZ2350| CZ2272 AC 43X                              APPROX.10.0 KM 0555339.2 |
 CZ2350| CH5758 X 46 RM E                             8.825 METERS 08908     |
 CZ2350| CH5759 X 46 RM S                             8.819 METERS 17907     |
 CZ2350|---------------------------------------------------------------------|
 CZ2350
 CZ2350                          SUPERSEDED SURVEY CONTROL
 CZ2350
 CZ2350  NAD 83(1986)-  32 51 02.04146(N)    111 51 36.92381(W) AD(       ) 1
 CZ2350  NAD 27      -  32 51 01.84812(N)    111 51 34.44770(W) AD(       ) 1
 CZ2350  NGVD 29 (07/19/86)  413.30   (m)         1356.0    (f) LEVELING    3  
 CZ2350
 CZ2350.Superseded values are not recommended for survey control.
 CZ2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2350.See file dsdata.txt to determine how the superseded data were derived.
 CZ2350
 CZ2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1950235049(NAD 83)
 CZ2350_MARKER: DD = SURVEY DISK
 CZ2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2350
 CZ2350  HISTORY     - Date     Condition        Report By
 CZ2350  HISTORY     - 1966     MONUMENTED       DMA
 CZ2350
 CZ2350                          STATION DESCRIPTION
 CZ2350
 CZ2350'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2350'T-6-S.  R-5-E.  IN SECTION 32 NEAR THE SOUTHWEST CORNER.
 CZ2350'
 CZ2350'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2350'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2350'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2350'IS STAMPED--X 46 1966 ARMY MAP SERVICE.
 CZ2350'
 CZ2350'THE STATION MARK IS LOCATED 54 FEET EAST OF THE NORTH-SOUTH
 CZ2350'IRRIGATION DITCH.  94 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2350'ROAD.  80 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  51
 CZ2350'FEET NORTH OF THE EAST-WEST POWER LINE.  60 FEET NORTH OF THE
 CZ2350'EAST-WEST IRRIGATION DITCH.
 CZ2350'
 CZ2350'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2350'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 6.0 MILES TO A CROSSROAD
 CZ2350'(MONTGOMERY ROAD).  TURN LEFT ON MONTGOMERY ROAD AND GO SOUTH
 CZ2350'FOR 2.0 MILES TO A CROSSROAD (SELMA ROAD) AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1145 ***********************************************************************
 DB1145  DESIGNATION -  X 469
 DB1145  PID         -  DB1145
 DB1145  STATE/COUNTY-  AZ/YUMA
 DB1145  USGS QUAD   -  FORTUNA (1979)
 DB1145
 DB1145                         *CURRENT SURVEY CONTROL
 DB1145  ___________________________________________________________________
 DB1145* NAD 83(1986)-  32 38 55.     (N)    114 24 36.     (W)     SCALED    
 DB1145* NAVD 88     -       109.090  (meters)     357.91   (feet)  ADJUSTED  
 DB1145  ___________________________________________________________________
 DB1145  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DB1145  DYNAMIC HT  -         108.964 (meters)     357.49  (feet)  COMP
 DB1145  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 DB1145
 DB1145  VERT ORDER  -  FIRST     CLASS II
 DB1145
 DB1145.The horizontal coordinates were scaled from a topographic map and have
 DB1145.an estimated accuracy of +/- 6 seconds.
 DB1145
 DB1145.The orthometric height was determined by differential leveling
 DB1145.and adjusted in June 1991.
 DB1145
 DB1145.The geoid height was determined by GEOID03.
 DB1145
 DB1145.The dynamic height is computed by dividing the NAVD 88
 DB1145.geopotential number by the normal gravity value computed on the
 DB1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1145.degrees latitude (g = 980.6199 gals.).
 DB1145
 DB1145.The modeled gravity was interpolated from observed gravity values.
 DB1145
 DB1145;                    North         East    Units  Estimated Accuracy
 DB1145;SPC AZ W     -   182,980.      151,440.      MT  (+/- 180 meters Scaled)
 DB1145
 DB1145                          SUPERSEDED SURVEY CONTROL
 DB1145
 DB1145.No superseded survey control is available for this station.
 DB1145
 DB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS429152(NAD 83)
 DB1145_MARKER: DB = BENCH MARK DISK
 DB1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB1145_SP_SET: WELL CASING
 DB1145_STAMPING: X 469 1981
 DB1145_MARK LOGO: NGS   
 DB1145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1145+STABILITY: POSITION/ELEVATION WELL
 DB1145
 DB1145  HISTORY     - Date     Condition        Report By
 DB1145  HISTORY     - 1981     MONUMENTED       NGS
 DB1145  HISTORY     - 1989     GOOD             USPSQD
 DB1145
 DB1145                          STATION DESCRIPTION
 DB1145
 DB1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1145'22.3 KM (13.85 MI) SE FROM YUMA.
 DB1145'20.1 KM (12.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1145'4TH AVENUE IN YUMA, THENCE 2.2 KM (1.35 MI) SOUTH ALONG FOOTHILLS
 DB1145'BOULEVARD, SET IN TOP OF THE NORTHEAST CORNER OF A WELL CASING, 7.8 M
 DB1145'(25.6 FT) WEST OF THE CENTERLINE OF FOOTHILLS BOULEVARD, 10.6 M
 DB1145'(34.8 FT) NORTH OF THE CENTERLINE OF 44TH STREET, 2.6 M (8.5 FT)
 DB1145'NORTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND TEN
 DB1145'WATER TANKS.
 DB1145'THE MARK IS 0.15 M ABOVE THE ROAD.
 DB1145
 DB1145                          STATION RECOVERY (1989)
 DB1145
 DB1145'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 DB1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0162 ***********************************************************************
 ER0162  DESIGNATION -  X 47
 ER0162  PID         -  ER0162
 ER0162  STATE/COUNTY-  AZ/APACHE
 ER0162  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0162
 ER0162                         *CURRENT SURVEY CONTROL
 ER0162  ___________________________________________________________________
 ER0162* NAD 83(1986)-  34 37 26.     (N)    109 19 01.     (W)     SCALED    
 ER0162* NAVD 88     -      1717.801  (meters)    5635.82   (feet)  ADJUSTED  
 ER0162  ___________________________________________________________________
 ER0162  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 ER0162  DYNAMIC HT  -        1715.334 (meters)    5627.73  (feet)  COMP
 ER0162  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 ER0162
 ER0162  VERT ORDER  -  SECOND    CLASS 0
 ER0162
 ER0162.The horizontal coordinates were scaled from a topographic map and have
 ER0162.an estimated accuracy of +/- 6 seconds.
 ER0162
 ER0162.The orthometric height was determined by differential leveling
 ER0162.and adjusted in June 1991.
 ER0162
 ER0162.The geoid height was determined by GEOID03.
 ER0162
 ER0162.The dynamic height is computed by dividing the NAVD 88
 ER0162.geopotential number by the normal gravity value computed on the
 ER0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0162.degrees latitude (g = 980.6199 gals.).
 ER0162
 ER0162.The modeled gravity was interpolated from observed gravity values.
 ER0162
 ER0162;                    North         East    Units  Estimated Accuracy
 ER0162;SPC AZ E     -   402,180.      291,280.      MT  (+/- 180 meters Scaled)
 ER0162
 ER0162                          SUPERSEDED SURVEY CONTROL
 ER0162
 ER0162  NGVD 29 (??/??/92) 1716.947  (m)         5633.02   (f) ADJ UNCH    2 0
 ER0162
 ER0162.Superseded values are not recommended for survey control.
 ER0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0162.See file dsdata.txt to determine how the superseded data were derived.
 ER0162
 ER0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD542326(NAD 83)
 ER0162_MARKER: DB = BENCH MARK DISK
 ER0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0162_STAMPING: X 47 1934
 ER0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0162+STABILITY: SURFACE MOTION
 ER0162
 ER0162  HISTORY     - Date     Condition        Report By
 ER0162  HISTORY     - 1934     MONUMENTED       CGS
 ER0162
 ER0162                          STATION DESCRIPTION
 ER0162
 ER0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0162'9.9 MI N FROM ST JOHNS.
 ER0162'9.9 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0162'61, .6 MILE NORTH OF CARRIZO WASH AND BRIDGE, AND 67 FEET WEST OF
 ER0162'CENTER LINE OF HWY.  TABLET IN CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2347 ***********************************************************************
 CZ2347  DESIGNATION -  X 47
 CZ2347  PID         -  CZ2347
 CZ2347  STATE/COUNTY-  AZ/PINAL
 CZ2347  USGS QUAD   -  CHUICHU (1992)
 CZ2347
 CZ2347                         *CURRENT SURVEY CONTROL
 CZ2347  ___________________________________________________________________
 CZ2347* NAD 83(1992)-  32 50 07.69296(N)    111 51 36.15342(W)     ADJUSTED  
 CZ2347* NAVD 88     -       417.73   (+/-2cm)    1370.5    (feet)  VERTCON   
 CZ2347  ___________________________________________________________________
 CZ2347  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 CZ2347  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ2347  HORZ ORDER  -  FIRST
 CZ2347  VERT ORDER  -  THIRD ? (See Below)
 CZ2347
 CZ2347.The horizontal coordinates were established by classical geodetic methods
 CZ2347.and adjusted by the National Geodetic Survey in August 1993.
 CZ2347
 CZ2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2347.The vertical order pertains to the NGVD 29 superseded value.
 CZ2347
 CZ2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2347
 CZ2347.The geoid height was determined by GEOID03.
 CZ2347
 CZ2347;                    North         East     Units Scale Factor Converg.
 CZ2347;SPC AZ C     -   203,507.947   218,660.969   MT  0.99990035   +0 01 50.5
 CZ2347;SPC AZ C     -   667,676.99    717,391.63   iFT  0.99990035   +0 01 50.5
 CZ2347;UTM  12      - 3,633,374.985   419,508.362   MT  0.99967989   -0 27 58.9
 CZ2347
 CZ2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2347!SPC AZ C     -   0.99993918  x   0.99990035  =   0.99983954
 CZ2347!UTM  12      -   0.99993918  x   0.99967989  =   0.99961909
 CZ2347
 CZ2347|---------------------------------------------------------------------|
 CZ2347| PID    Reference Object                     Distance      Geod. Az  |
 CZ2347|                                                           dddmmss.s |
 CZ2347| CH5760 X 47 RM E                             8.833 METERS 08946     |
 CZ2347| CH6205 X 47 RM S                             8.822 METERS 17947     |
 CZ2347| CZ2363 W 51X                               APPROX. 6.7 KM 2001336.6 |
 CZ2347| CZ2350 X 46                                APPROX. 1.7 KM 3591855.9 |
 CZ2347|---------------------------------------------------------------------|
 CZ2347
 CZ2347                          SUPERSEDED SURVEY CONTROL
 CZ2347
 CZ2347  NAD 83(1986)-  32 50 07.68643(N)    111 51 36.15436(W) AD(       ) 1
 CZ2347  NAD 27      -  32 50 07.49148(N)    111 51 33.67966(W) AD(       ) 1
 CZ2347  NGVD 29 (07/19/86)  417.12   (m)         1368.5    (f) LEVELING    3  
 CZ2347
 CZ2347.Superseded values are not recommended for survey control.
 CZ2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2347.See file dsdata.txt to determine how the superseded data were derived.
 CZ2347
 CZ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1950833375(NAD 83)
 CZ2347_MARKER: DD = SURVEY DISK
 CZ2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2347+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2347
 CZ2347  HISTORY     - Date     Condition        Report By
 CZ2347  HISTORY     - 1966     MONUMENTED       DMA
 CZ2347  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2347
 CZ2347                          STATION DESCRIPTION
 CZ2347
 CZ2347'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2347'T-7-S.  R-5-E.  IN SECTION 8 NEAR THE NORTHWEST CORNER.
 CZ2347'
 CZ2347'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2347'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2347'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2347'IS STAMPED--X 47 1966 ARMY MAP SERVICE.
 CZ2347'
 CZ2347'THE STATION MARK IS LOCATED 128 FEET SOUTH OF THE EAST-WEST
 CZ2347'POWER LINE.  105 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2347'ROAD.  140 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 CZ2347'ROAD.  174 FEET EAST OF THE NORTH-SOUTH POWER LINE.
 CZ2347'
 CZ2347'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2347'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 6.0 MILES TO A CROSSROAD
 CZ2347'(MONTGOMERY ROAD).  TURN LEFT ON MONTGOMERY ROAD AND GO SOUTH
 CZ2347'FOR 3.0 MILES TO A CROSSROAD (CORNMAN ROAD) AND THE STATION SITE.
 CZ2347
 CZ2347                          STATION RECOVERY (2007)
 CZ2347
 CZ2347'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1203 ***********************************************************************
 DA1203  DESIGNATION -  X 470
 DA1203  PID         -  DA1203
 DA1203  STATE/COUNTY-  AZ/PIMA
 DA1203  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1203
 DA1203                         *CURRENT SURVEY CONTROL
 DA1203  ___________________________________________________________________
 DA1203* NAD 83(1986)-  32 04 08.     (N)    112 47 04.     (W)     SCALED    
 DA1203* NAVD 88     -       577.619  (meters)    1895.07   (feet)  ADJUSTED  
 DA1203  ___________________________________________________________________
 DA1203  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DA1203  DYNAMIC HT  -         576.861 (meters)    1892.58  (feet)  COMP
 DA1203  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 DA1203
 DA1203  VERT ORDER  -  FIRST     CLASS II
 DA1203
 DA1203.The horizontal coordinates were scaled from a topographic map and have
 DA1203.an estimated accuracy of +/- 6 seconds.
 DA1203
 DA1203.The orthometric height was determined by differential leveling
 DA1203.and adjusted in June 1991.
 DA1203
 DA1203.The geoid height was determined by GEOID03.
 DA1203
 DA1203.The dynamic height is computed by dividing the NAVD 88
 DA1203.geopotential number by the normal gravity value computed on the
 DA1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1203.degrees latitude (g = 980.6199 gals.).
 DA1203
 DA1203.The modeled gravity was interpolated from observed gravity values.
 DA1203
 DA1203;                    North         East    Units  Estimated Accuracy
 DA1203;SPC AZ C     -   118,840.      131,430.      MT  (+/- 180 meters Scaled)
 DA1203
 DA1203                          SUPERSEDED SURVEY CONTROL
 DA1203
 DA1203.No superseded survey control is available for this station.
 DA1203
 DA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA315494(NAD 83)
 DA1203_MARKER: I = METAL ROD
 DA1203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1203_SP_SET: STAINLESS STEEL ROD
 DA1203_STAMPING: X 470 1981
 DA1203_MARK LOGO: NGS   
 DA1203_PROJECTION: FLUSH
 DA1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1203+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1203_ROD/PIPE-DEPTH: 2.1  meters
 DA1203
 DA1203  HISTORY     - Date     Condition        Report By
 DA1203  HISTORY     - 1981     MONUMENTED       NGS
 DA1203  HISTORY     - 19941110 GOOD             USPSQD
 DA1203  HISTORY     - 19970306 GOOD             USPSQD
 DA1203  HISTORY     - 19990120 GOOD             USPSQD
 DA1203  HISTORY     - 20061112 GOOD             USPSQD
 DA1203
 DA1203                          STATION DESCRIPTION
 DA1203
 DA1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1203'22.6 KM (14.05 MI) SW FROM WHY.
 DA1203'22.6 KM (14.05 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA1203'OF STATE HIGHWAY 86 IN WHY, AT HIGHWAY MILEPOST 67, 11.4 M (37.5 FT)
 DA1203'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) NORTHWEST
 DA1203'OF THE MILEPOST. ROD DRIVEN TO REFUSAL.
 DA1203'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA1203'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA1203
 DA1203                          STATION RECOVERY (1994)
 DA1203
 DA1203'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1203'RECOVERED IN GOOD CONDITION.
 DA1203
 DA1203                          STATION RECOVERY (1997)
 DA1203
 DA1203'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1203'RECOVERED IN GOOD CONDITION.
 DA1203
 DA1203                          STATION RECOVERY (1999)
 DA1203
 DA1203'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1203'RECOVERED IN GOOD CONDITION.
 DA1203
 DA1203                          STATION RECOVERY (2006)
 DA1203
 DA1203'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0720 ***********************************************************************
 EU0720  DESIGNATION -  X 471
 EU0720  PID         -  EU0720
 EU0720  STATE/COUNTY-  AZ/MOHAVE
 EU0720  USGS QUAD   -  YUCCA SE (1970)
 EU0720
 EU0720                         *CURRENT SURVEY CONTROL
 EU0720  ___________________________________________________________________
 EU0720* NAD 83(2007)-  34 47 43.27758(N)    114 01 35.86580(W)     ADJUSTED  
 EU0720* NAVD 88     -       772.437  (meters)    2534.24   (feet)  ADJUSTED  
 EU0720  ___________________________________________________________________
 EU0720  EPOCH DATE  -        2007.00
 EU0720  X           -  -2,135,163.704 (meters)                     COMP
 EU0720  Y           -  -4,789,663.945 (meters)                     COMP
 EU0720  Z           -   3,619,670.376 (meters)                     COMP
 EU0720  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 EU0720  ELLIP HEIGHT-         742.918 (meters)          (03/02/09) ADJUSTED
 EU0720  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EU0720  DYNAMIC HT  -         771.540 (meters)    2531.29  (feet)  COMP
 EU0720  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 EU0720
 EU0720  HORZ ORDER  -  A
 EU0720  VERT ORDER  -  FIRST     CLASS II
 EU0720  ELLP ORDER  -  FOURTH    CLASS I
 EU0720
 EU0720.The horizontal coordinates were established by GPS observations
 EU0720.and adjusted by the GEODETIC ANALYSIS LLC in March 2009.
 EU0720
 EU0720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EU0720.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EU0720.The horizontal coordinates are valid at the epoch date displayed above.
 EU0720.The epoch date for horizontal control is a decimal equivalence
 EU0720.of Year/Month/Day.
 EU0720
 EU0720.The orthometric height was determined by differential leveling
 EU0720.and adjusted in June 1991.
 EU0720
 EU0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EU0720
 EU0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0720
 EU0720.The ellipsoidal height was determined by GPS observations
 EU0720.and is referenced to NAD 83.
 EU0720
 EU0720.The geoid height was determined by GEOID03.
 EU0720
 EU0720.The dynamic height is computed by dividing the NAVD 88
 EU0720.geopotential number by the normal gravity value computed on the
 EU0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0720.degrees latitude (g = 980.6199 gals.).
 EU0720
 EU0720.The modeled gravity was interpolated from observed gravity values.
 EU0720
 EU0720;                    North         East     Units Scale Factor Converg.
 EU0720;SPC AZ W     -   420,922.325   188,045.952   MT  0.99994123   -0 09 28.3
 EU0720;SPC AZ W     - 1,380,978.76    616,948.66   iFT  0.99994123   -0 09 28.3
 EU0720;UTM  11      - 3,854,379.318   772,041.690   MT  1.00051225   +1 41 52.0
 EU0720;UTM  12      - 3,854,525.094   223,083.942   MT  1.00054524   -1 43 41.6
 EU0720
 EU0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0720!SPC AZ W     -   0.99988340  x   0.99994123  =   0.99982463
 EU0720!UTM  11      -   0.99988340  x   1.00051225  =   1.00039559
 EU0720!UTM  12      -   0.99988340  x   1.00054524  =   1.00042857
 EU0720
 EU0720                          SUPERSEDED SURVEY CONTROL
 EU0720
 EU0720  NAVD 88 (03/02/09)  772.44   (m)         2534.2    (f) LEVELING    3  
 EU0720
 EU0720.Superseded values are not recommended for survey control.
 EU0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0720.See file dsdata.txt to determine how the superseded data were derived.
 EU0720
 EU0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU7204254379(NAD 83)
 EU0720_MARKER: DV = VERTICAL CONTROL DISK
 EU0720_SETTING: 66 = SET IN ROCK OUTCROP
 EU0720_SP_SET: ROCK OUTCROP
 EU0720_STAMPING: X 471 1981
 EU0720_MARK LOGO: NGS   
 EU0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EU0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0720+STABILITY: POSITION/ELEVATION WELL
 EU0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0720+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EU0720
 EU0720  HISTORY     - Date     Condition        Report By
 EU0720  HISTORY     - 1981     MONUMENTED       NGS
 EU0720  HISTORY     - 20080625 GOOD             GEOANA
 EU0720
 EU0720                          STATION DESCRIPTION
 EU0720
 EU0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0720'15.1 KM (9.4 MI) SE FROM YUCCA.
 EU0720'15.1 KM (9.4 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0720'INTERSTATE HIGHWAY 40 IN YUCCA, SET IN TOP OF A ROCK OUTCROP AT THE
 EU0720'BOTTOM OF THE NORTH EDGE OF A ROCK-COVERED MOUNTAIN, 79.2 METERS (260
 EU0720'FT) SOUTHWEST OF THE CENTERLINE OF ALAMO ROAD, 13.7 METERS (45.0 FT)
 EU0720'SOUTH OF THE CENTERLINE OF A SMALL WASH LEADING ALONG THE BOTTOM OF
 EU0720'THE MOUNTAIN, 5.9 METERS (19.5 FT) NORTHWEST OF A JOSHUA TREE.
 EU0720'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 EU0720'THE MARK IS 0.6 M ABOVE THE ROAD.
 EU0720
 EU0720                          STATION RECOVERY (2008)
 EU0720
 EU0720'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 EU0720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1261 ***********************************************************************
 DV1261  DESIGNATION -  X 474
 DV1261  PID         -  DV1261
 DV1261  STATE/COUNTY-  AZ/MARICOPA
 DV1261  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1261
 DV1261                         *CURRENT SURVEY CONTROL
 DV1261  ___________________________________________________________________
 DV1261* NAD 83(1986)-  33 40 08.     (N)    112 07 34.     (W)     SCALED    
 DV1261* NAVD 88     -       416.644  (meters)    1366.94   (feet)  ADJUSTED  
 DV1261  ___________________________________________________________________
 DV1261  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DV1261  DYNAMIC HT  -         416.157 (meters)    1365.34  (feet)  COMP
 DV1261  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 DV1261
 DV1261  VERT ORDER  -  FIRST     CLASS II
 DV1261
 DV1261.The horizontal coordinates were scaled from a topographic map and have
 DV1261.an estimated accuracy of +/- 6 seconds.
 DV1261
 DV1261.The orthometric height was determined by differential leveling
 DV1261.and adjusted in November 1993.
 DV1261
 DV1261.The geoid height was determined by GEOID03.
 DV1261
 DV1261.The dynamic height is computed by dividing the NAVD 88
 DV1261.geopotential number by the normal gravity value computed on the
 DV1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1261.degrees latitude (g = 980.6199 gals.).
 DV1261
 DV1261.The modeled gravity was interpolated from observed gravity values.
 DV1261
 DV1261;                    North         East    Units  Estimated Accuracy
 DV1261;SPC AZ C     -   295,950.      193,940.      MT  (+/- 180 meters Scaled)
 DV1261
 DV1261                          SUPERSEDED SURVEY CONTROL
 DV1261
 DV1261  NAVD 88 (06/15/91)  416.656  (m)         1366.98   (f) UNKNOWN     1 2
 DV1261
 DV1261.Superseded values are not recommended for survey control.
 DV1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1261.See file dsdata.txt to determine how the superseded data were derived.
 DV1261
 DV1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC956260(NAD 83)
 DV1261_MARKER: DB = BENCH MARK DISK
 DV1261_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1261+WITH SETTING: PAVEMENT
 DV1261_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1261_STAMPING: X 474 1981
 DV1261_MARK LOGO: NGS   
 DV1261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1261+STABILITY: POSITION/ELEVATION WELL
 DV1261
 DV1261  HISTORY     - Date     Condition        Report By
 DV1261  HISTORY     - 1981     MONUMENTED       NGS
 DV1261  HISTORY     - 1984     GOOD             AZDT
 DV1261  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1261
 DV1261                          STATION DESCRIPTION
 DV1261
 DV1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1261'22.5 KM (14.0 MI) NW FROM PHOENIX.
 DV1261'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1261'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 1.1 KM (0.7 MI) WEST
 DV1261'ALONG BEARDSLEY ROAD, 0.8 KM (0.5 MI) EAST OF 35TH STREET, AT AN
 DV1261'ABANDONED DEEP WATER WELL, IN TOP OF THE NORTHEAST CORNER OF THE
 DV1261'CONCRETE PAD WHICH IS ATTACHED TO THE CASING, 32.9 METERS (108 FT)
 DV1261'SOUTH OF THE CENTERLINE OF THE ROAD, 9.1 METERS (30 FT) WEST OF THE
 DV1261'CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 1.0 METER (3.2 FT) SOUTHWEST
 DV1261'OF THE NORTHEAST CORNER OF THE PAD, 0.7 METER (2.2 FT) SOUTH OF THE
 DV1261'NORTH EDGE OF THE PAD.
 DV1261'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 DV1261'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1261
 DV1261                          STATION RECOVERY (1984)
 DV1261
 DV1261'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1261'RECOVERED IN GOOD CONDITION.
 DV1261
 DV1261                          STATION RECOVERY (2004)
 DV1261
 DV1261'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1261'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1287 ***********************************************************************
 DV1287  DESIGNATION -  X 475
 DV1287  PID         -  DV1287
 DV1287  STATE/COUNTY-  AZ/MARICOPA
 DV1287  USGS QUAD   -  TONOPAH (1984)
 DV1287
 DV1287                         *CURRENT SURVEY CONTROL
 DV1287  ___________________________________________________________________
 DV1287* NAD 83(1986)-  33 29 37.     (N)    112 54 15.     (W)     SCALED    
 DV1287* NAVD 88     -       337.549  (meters)    1107.44   (feet)  ADJUSTED  
 DV1287  ___________________________________________________________________
 DV1287  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1287  DYNAMIC HT  -         337.153 (meters)    1106.14  (feet)  COMP
 DV1287  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 DV1287
 DV1287  VERT ORDER  -  FIRST     CLASS II
 DV1287
 DV1287.The horizontal coordinates were scaled from a topographic map and have
 DV1287.an estimated accuracy of +/- 6 seconds.
 DV1287
 DV1287.The orthometric height was determined by differential leveling
 DV1287.and adjusted in June 1991.
 DV1287
 DV1287.The geoid height was determined by GEOID03.
 DV1287
 DV1287.The dynamic height is computed by dividing the NAVD 88
 DV1287.geopotential number by the normal gravity value computed on the
 DV1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1287.degrees latitude (g = 980.6199 gals.).
 DV1287
 DV1287.The modeled gravity was interpolated from observed gravity values.
 DV1287
 DV1287;                    North         East    Units  Estimated Accuracy
 DV1287;SPC AZ C     -   276,930.      121,600.      MT  (+/- 180 meters Scaled)
 DV1287
 DV1287                          SUPERSEDED SURVEY CONTROL
 DV1287
 DV1287.No superseded survey control is available for this station.
 DV1287
 DV1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC231076(NAD 83)
 DV1287_MARKER: DB = BENCH MARK DISK
 DV1287_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1287_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1287_STAMPING: X 475 1981
 DV1287_MARK LOGO: NGS   
 DV1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1287+STABILITY: POSITION/ELEVATION WELL
 DV1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1287+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 DV1287
 DV1287  HISTORY     - Date     Condition        Report By
 DV1287  HISTORY     - 1981     MONUMENTED       NGS
 DV1287  HISTORY     - 20010417 GOOD             MCDOT
 DV1287  HISTORY     - 20050902 GOOD             EVANS
 DV1287  HISTORY     - 20080530 GOOD             GEOCAC
 DV1287
 DV1287                          STATION DESCRIPTION
 DV1287
 DV1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1287'3.4 KM (2.15 MI) EAST FROM TONOPAH.
 DV1287'3.4 KM (2.15 MI) EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1287'AT TONOPAH, 0.2 KM (0.1 MI) WEST OF 395TH AVENUE, AT A DEEP WATER
 DV1287'WELL IRRIGATION PUMP, IN TOP OF THE NORTHWEST CORNER OF THE 8 BY 8
 DV1287'FOOT CONCRETE PAD WHICH IS ATTACHED THE THE CASING, 20.7 METERS
 DV1287'(68 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 11.9 METERS (39 FT) SOUTH
 DV1287'OF A POWER LINE POLE BEARING 3 TRANSFORMERS, 0.8 METER (2.6 FT)
 DV1287'NORTHWEST OF THE CENTER OF THE PUMP, 0.6 METER (2 FT) EAST OF THE
 DV1287'WEST EDGE OF THE PAD, 0.6 METER (2 FT) SOUTH OF THE NORTH EDGE OF THE
 DV1287'PAD.
 DV1287'THE MARK IS 1 M ABOVE THE ROAD.
 DV1287
 DV1287                          STATION RECOVERY (2001)
 DV1287
 DV1287'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV1287'N OF WB I-10 EXIT RAMP TO JUNCT. OF 411TH AVE. + INDIAN SCHOOL THENCE
 DV1287'1.9 MILES E TO BM X475
 DV1287'NGS BC SET IN CONC. PAD NW COR. OF IRRIG.PUMP (VERT. CONTROL MARK)
 DV1287' 
 DV1287' 
 DV1287' 
 DV1287' 
 DV1287' 
 DV1287
 DV1287                          STATION RECOVERY (2005)
 DV1287
 DV1287'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LF)
 DV1287'RECOVERED IN GOOD CONDITION.
 DV1287
 DV1287                          STATION RECOVERY (2008)
 DV1287
 DV1287'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV1287'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV1287'33 29 36.7 (N)   112 54 14.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1359 ***********************************************************************
 DV1359  DESIGNATION -  X 476
 DV1359  PID         -  DV1359
 DV1359  STATE/COUNTY-  AZ/MARICOPA
 DV1359  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1359
 DV1359                         *CURRENT SURVEY CONTROL
 DV1359  ___________________________________________________________________
 DV1359* NAD 83(1986)-  33 34 13.4    (N)    113 13 54.1    (W)     HD_HELD2  
 DV1359* NAVD 88     -       408.660  (meters)    1340.75   (feet)  ADJUSTED  
 DV1359  ___________________________________________________________________
 DV1359  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1359  DYNAMIC HT  -         408.178 (meters)    1339.16  (feet)  COMP
 DV1359  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 DV1359
 DV1359  VERT ORDER  -  FIRST     CLASS II
 DV1359
 DV1359.The horizontal coordinates were established by autonomous hand held GPS
 DV1359.observations and have an estimated accuracy of +/- 10 meters.
 DV1359
 DV1359.The orthometric height was determined by differential leveling
 DV1359.and adjusted in June 1991.
 DV1359
 DV1359.The geoid height was determined by GEOID03.
 DV1359
 DV1359.The dynamic height is computed by dividing the NAVD 88
 DV1359.geopotential number by the normal gravity value computed on the
 DV1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1359.degrees latitude (g = 980.6199 gals.).
 DV1359
 DV1359.The modeled gravity was interpolated from observed gravity values.
 DV1359
 DV1359;                    North         East    Units  Estimated Accuracy
 DV1359;SPC AZ C     -   285,782.       91,271.      MT  (+/- 10 meters HH2 GPS)
 DV1359
 DV1359                          SUPERSEDED SURVEY CONTROL
 DV1359
 DV1359.No superseded survey control is available for this station.
 DV1359
 DV1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC9285616755(NAD 83)
 DV1359_MARKER: I = METAL ROD
 DV1359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1359_SP_SET: STAINLESS STEEL ROD
 DV1359_STAMPING: X 476 1981
 DV1359_MARK LOGO: NGS   
 DV1359_PROJECTION: FLUSH
 DV1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1359+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 DV1359_ROD/PIPE-DEPTH: 5.8  meters
 DV1359
 DV1359  HISTORY     - Date     Condition        Report By
 DV1359  HISTORY     - 1981     MONUMENTED       NGS
 DV1359  HISTORY     - 20080328 GOOD             GEOCAC
 DV1359
 DV1359                          STATION DESCRIPTION
 DV1359
 DV1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1359'30.1 KM (18.7 MI) NW FROM TONOPAH.
 DV1359'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL FROM THE POST OFFICE AT
 DV1359'TONOPAH, THENCE 19.1 KM (11.85 MI) NORTHWEST ALONG SALOME ROAD,
 DV1359'0.55 KM (0.35 MI) NORTHWEST OF THE T JUNCTION OF A ROAD LEADING
 DV1359'NORTHEAST, 62.2 METERS (204 FT) NORTHWEST OF THE CENTER OF THE CROSSIN
 DV1359'OF A SMALL DRY WASH, 40.1 METERS (131.5 FT) SOUTHWEST OF THE
 DV1359'CENTERLINE OF THE ROAD, 47.3 METERS (155 FT) NORTHEAST OF UNDERGROUND
 DV1359'TELEPHONE CABLE WOODEN WITNESS POST 314, THE ROD WAS DRIVEN TO REFUSAL
 DV1359'AT A DEPTH OF 5.8 METERS (19 FT).
 DV1359'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DV1359'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DV1359
 DV1359                          STATION RECOVERY (2008)
 DV1359
 DV1359'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1359'33 34 13.4 N, 113 13 54.1 W HH2
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1386 ***********************************************************************
 DV1386  DESIGNATION -  X 477
 DV1386  PID         -  DV1386
 DV1386  STATE/COUNTY-  AZ/LA PAZ
 DV1386  USGS QUAD   -  HARCUVAR (1990)
 DV1386
 DV1386                         *CURRENT SURVEY CONTROL
 DV1386  ___________________________________________________________________
 DV1386* NAD 83(1986)-  33 45 38.     (N)    113 39 11.     (W)     SCALED    
 DV1386* NAVD 88     -       587.313  (meters)    1926.88   (feet)  ADJUSTED  
 DV1386  ___________________________________________________________________
 DV1386  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DV1386  DYNAMIC HT  -         586.623 (meters)    1924.61  (feet)  COMP
 DV1386  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 DV1386
 DV1386  VERT ORDER  -  FIRST     CLASS II
 DV1386
 DV1386.The horizontal coordinates were scaled from a topographic map and have
 DV1386.an estimated accuracy of +/- 6 seconds.
 DV1386
 DV1386.The orthometric height was determined by differential leveling
 DV1386.and adjusted in June 1991.
 DV1386
 DV1386.The geoid height was determined by GEOID03.
 DV1386
 DV1386.The dynamic height is computed by dividing the NAVD 88
 DV1386.geopotential number by the normal gravity value computed on the
 DV1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1386.degrees latitude (g = 980.6199 gals.).
 DV1386
 DV1386.The modeled gravity was interpolated from observed gravity values.
 DV1386
 DV1386;                    North         East    Units  Estimated Accuracy
 DV1386;SPC AZ W     -   306,110.      222,340.      MT  (+/- 180 meters Scaled)
 DV1386
 DV1386                          SUPERSEDED SURVEY CONTROL
 DV1386
 DV1386.No superseded survey control is available for this station.
 DV1386
 DV1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC542387(NAD 83)
 DV1386_MARKER: I = METAL ROD
 DV1386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1386_SP_SET: STAINLESS STEEL ROD
 DV1386_STAMPING: X 477 1981
 DV1386_MARK LOGO: NGS   
 DV1386_PROJECTION: FLUSH
 DV1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1386_ROD/PIPE-DEPTH: 3.4  meters
 DV1386
 DV1386  HISTORY     - Date     Condition        Report By
 DV1386  HISTORY     - 1981     MONUMENTED       NGS
 DV1386  HISTORY     - 1981     GOOD             NGS
 DV1386  HISTORY     - 20090128 MARK NOT FOUND   GEOCAC
 DV1386
 DV1386                          STATION DESCRIPTION
 DV1386
 DV1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1386'4.6 KM (2.85 MI) SW FROM SALOME.
 DV1386'4.6 KM (2.85 MI) SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1386'SALOME ROAD AT SALOME, ABOUT 0.2 KM (0.1 MI) WEST-NORTHWEST OF AND
 DV1386'ACROSS THE HIGHWAY FROM THE MOUNTAIN PASS TRUCK STOP AND RESTAURANT,
 DV1386'0.4 KM (0.25 MI) SOUTHWEST OF HIGHWAY MILE POST 54, 33.5 METERS
 DV1386'(110 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.9 METERS
 DV1386'(39 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE ATCHISON TOPEKA AND
 DV1386'SANTA FE RAILWAY, 38.3 METERS (125.5 FT) NORTH OF T JUNCTION TELEPHONE
 DV1386'POLE 234, 23.9 METERS (78.5 FT) WEST OF JUNCTION TELEPHONE POLE 235,
 DV1386'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 11 FEET.
 DV1386'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DV1386
 DV1386                          STATION RECOVERY (1981)
 DV1386
 DV1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1386'RECOVERED IN GOOD CONDITION.
 DV1386
 DV1386                          STATION RECOVERY (2009)
 DV1386
 DV1386'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DV1386'THERE IS EVIDENCE OF DITCH WORK AT THE SPECIFIED MEASUREMENTS FROM THE
 DV1386'HIGHWAY AND THE
 DV1386'RAILROAD, AND THERE ARE BURIED CABLE WARNING POSTS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1310 ***********************************************************************
 DW1310  DESIGNATION -  X 478
 DW1310  PID         -  DW1310
 DW1310  STATE/COUNTY-  AZ/LA PAZ
 DW1310  USGS QUAD   -  PLOMOSA PASS (1990)
 DW1310
 DW1310                         *CURRENT SURVEY CONTROL
 DW1310  ___________________________________________________________________
 DW1310* NAD 83(1986)-  33 40 37.     (N)    114 06 55.     (W)     SCALED    
 DW1310* NAVD 88     -       393.219  (meters)    1290.09   (feet)  ADJUSTED  
 DW1310  ___________________________________________________________________
 DW1310  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DW1310  DYNAMIC HT  -         392.771 (meters)    1288.62  (feet)  COMP
 DW1310  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DW1310
 DW1310  VERT ORDER  -  FIRST     CLASS II
 DW1310
 DW1310.The horizontal coordinates were scaled from a topographic map and have
 DW1310.an estimated accuracy of +/- 6 seconds.
 DW1310
 DW1310.The orthometric height was determined by differential leveling
 DW1310.and adjusted in June 1991.
 DW1310
 DW1310.The geoid height was determined by GEOID03.
 DW1310
 DW1310.The dynamic height is computed by dividing the NAVD 88
 DW1310.geopotential number by the normal gravity value computed on the
 DW1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1310.degrees latitude (g = 980.6199 gals.).
 DW1310
 DW1310.The modeled gravity was interpolated from observed gravity values.
 DW1310
 DW1310;                    North         East    Units  Estimated Accuracy
 DW1310;SPC AZ W     -   296,890.      179,490.      MT  (+/- 180 meters Scaled)
 DW1310
 DW1310                          SUPERSEDED SURVEY CONTROL
 DW1310
 DW1310.No superseded survey control is available for this station.
 DW1310
 DW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT674300(NAD 83)
 DW1310_MARKER: DB = BENCH MARK DISK
 DW1310_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DW1310_SP_SET: HEADWALL
 DW1310_STAMPING: X 478 1981
 DW1310_MARK LOGO: NGS   
 DW1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1310
 DW1310  HISTORY     - Date     Condition        Report By
 DW1310  HISTORY     - 1981     MONUMENTED       NGS
 DW1310
 DW1310                          STATION DESCRIPTION
 DW1310
 DW1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1310'9.8 KM (6.1 MI) EAST FROM QUARTZSITE.
 DW1310'9.8 KM (6.1 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1310'95 OVERPASS IN QUARTZSITE, 0.3 KM (0.2 MI) WEST OF HIGHWAY MILEPOST
 DW1310'25, SET IN TOP OF THE WEST END OF THE SOUTH HEADWALL FOR A 10 X 10
 DW1310'FOOT BOX CULVERT UNDER THE HIGHWAY, 13.0 METERS (42.5 FT) SOUTH OF THE
 DW1310'CENTERLINE OF THE HIGHWAY.
 DW1310'THE MARK IS 0.3 M BELOW THE EAST-BOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1479 ***********************************************************************
 DV1479  DESIGNATION -  X 479
 DV1479  PID         -  DV1479
 DV1479  STATE/COUNTY-  AZ/LA PAZ
 DV1479  USGS QUAD   -  SALOME (1990)
 DV1479
 DV1479                         *CURRENT SURVEY CONTROL
 DV1479  ___________________________________________________________________
 DV1479* NAD 83(1986)-  33 50 29.     (N)    113 32 40.     (W)     SCALED    
 DV1479* NAVD 88     -       584.679  (meters)    1918.23   (feet)  ADJUSTED  
 DV1479  ___________________________________________________________________
 DV1479  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DV1479  DYNAMIC HT  -         583.987 (meters)    1915.96  (feet)  COMP
 DV1479  MODELED GRAV-     979,434.7   (mgal)                       NAVD 88
 DV1479
 DV1479  VERT ORDER  -  FIRST     CLASS II
 DV1479
 DV1479.The horizontal coordinates were scaled from a topographic map and have
 DV1479.an estimated accuracy of +/- 6 seconds.
 DV1479
 DV1479.The orthometric height was determined by differential leveling
 DV1479.and adjusted in June 1991.
 DV1479
 DV1479.The geoid height was determined by GEOID03.
 DV1479
 DV1479.The dynamic height is computed by dividing the NAVD 88
 DV1479.geopotential number by the normal gravity value computed on the
 DV1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1479.degrees latitude (g = 980.6199 gals.).
 DV1479
 DV1479.The modeled gravity was interpolated from observed gravity values.
 DV1479
 DV1479;                    North         East    Units  Estimated Accuracy
 DV1479;SPC AZ W     -   315,090.      232,380.      MT  (+/- 180 meters Scaled)
 DV1479
 DV1479                          SUPERSEDED SURVEY CONTROL
 DV1479
 DV1479.No superseded survey control is available for this station.
 DV1479
 DV1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC645474(NAD 83)
 DV1479_MARKER: DB = BENCH MARK DISK
 DV1479_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1479+WITH SETTING: PAVEMENT
 DV1479_SP_SET: CONCRETE WELL CASING PAD
 DV1479_STAMPING: X 479 1981
 DV1479_MARK LOGO: NGS   
 DV1479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1479+STABILITY: POSITION/ELEVATION WELL
 DV1479
 DV1479  HISTORY     - Date     Condition        Report By
 DV1479  HISTORY     - 1981     MONUMENTED       NGS
 DV1479
 DV1479                          STATION DESCRIPTION
 DV1479
 DV1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1479'2.2 KM (1.4 MI) NORTH FROM WENDEN.
 DV1479'2.2 KM (1.4 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1479'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, SET IN TOP OF THE NORTHEAST
 DV1479'CORNER OF A 8 X 9 FOOT CONCRETE PAD FOR AN ELECTRIC IRRIGATION PUMP,
 DV1479'21.6 METERS (71.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 10.4 METERS
 DV1479'(34.0 FT) NORTHEAST OF A POWER POLE WITH THREE TRANSFORMERS, 0.95
 DV1479'METERS (3.1 FT) WEST OF THE EAST EDGE OF THE PAD, 0.9 METERS (3.0 FT)
 DV1479'NORTHEAST OF THE CENTER OF THE WELL, 0.5 METERS (1.6 FT) SOUTH OF THE
 DV1479'NORTH EDGE OF THE PAD.
 DV1479'THE MARK IS 0.3 M BELOW THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0037 ***********************************************************************
 GP0037  DESIGNATION -  X 48
 GP0037  PID         -  GP0037
 GP0037  STATE/COUNTY-  AZ/NAVAJO
 GP0037  USGS QUAD   -  MARSH PASS (1968)
 GP0037
 GP0037                         *CURRENT SURVEY CONTROL
 GP0037  ___________________________________________________________________
 GP0037* NAD 83(1986)-  36 40 41.     (N)    110 23 27.     (W)     SCALED    
 GP0037* NAVD 88     -      1847.611  (meters)    6061.70   (feet)  ADJUSTED  
 GP0037  ___________________________________________________________________
 GP0037  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GP0037  DYNAMIC HT  -        1845.339 (meters)    6054.25  (feet)  COMP
 GP0037  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 GP0037
 GP0037  VERT ORDER  -  FIRST     CLASS II
 GP0037
 GP0037.The horizontal coordinates were scaled from a topographic map and have
 GP0037.an estimated accuracy of +/- 6 seconds.
 GP0037
 GP0037.The orthometric height was determined by differential leveling
 GP0037.and adjusted in June 1991.
 GP0037
 GP0037.The geoid height was determined by GEOID03.
 GP0037
 GP0037.The dynamic height is computed by dividing the NAVD 88
 GP0037.geopotential number by the normal gravity value computed on the
 GP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0037.degrees latitude (g = 980.6199 gals.).
 GP0037
 GP0037.The modeled gravity was interpolated from observed gravity values.
 GP0037
 GP0037;                    North         East    Units  Estimated Accuracy
 GP0037;SPC AZ E     -   629,770.      193,330.      MT  (+/- 180 meters Scaled)
 GP0037
 GP0037                          SUPERSEDED SURVEY CONTROL
 GP0037
 GP0037  NGVD 29 (??/??/92) 1846.650  (m)         6058.55   (f) ADJ UNCH    1 2
 GP0037
 GP0037.Superseded values are not recommended for survey control.
 GP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0037.See file dsdata.txt to determine how the superseded data were derived.
 GP0037
 GP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF544593(NAD 83)
 GP0037_MARKER: DB = BENCH MARK DISK
 GP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0037_STAMPING: X 48 1934
 GP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0037+STABILITY: SURFACE MOTION
 GP0037
 GP0037  HISTORY     - Date     Condition        Report By
 GP0037  HISTORY     - 1934     MONUMENTED       CGS
 GP0037  HISTORY     - 1968     MARK NOT FOUND   USGS
 GP0037
 GP0037                          STATION DESCRIPTION
 GP0037
 GP0037'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GP0037'8.8 MI SW FROM KAYENTA.
 GP0037'8.8 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0037'COUNTY, 82 YARDS WEST OF A ROUGH TIMBER BRIDGE ACROSS A VERTICAL
 GP0037'WALLED WASH, AND 55 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 GP0037'STANDARD DISK.  STAMPED X 48 1934 AND SET IN THE TOP OF A CONCRETE
 GP0037'POST.  NOTE-- THE ROAD ALONG WHICH THIS LEVEL LINE WAS RUN IS AT
 GP0037'PRESENT UNTRACEABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2349 ***********************************************************************
 CZ2349  DESIGNATION -  X 48
 CZ2349  PID         -  CZ2349
 CZ2349  STATE/COUNTY-  AZ/PINAL
 CZ2349  USGS QUAD   -  CHUICHU (1992)
 CZ2349
 CZ2349                         *CURRENT SURVEY CONTROL
 CZ2349  ___________________________________________________________________
 CZ2349* NAD 83(1992)-  32 49 17.49757(N)    111 51 36.59278(W)     ADJUSTED  
 CZ2349* NAVD 88     -       418.13   (+/-2cm)    1371.8    (feet)  VERTCON   
 CZ2349  ___________________________________________________________________
 CZ2349  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CZ2349  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ2349  HORZ ORDER  -  FIRST
 CZ2349  VERT ORDER  -  THIRD ? (See Below)
 CZ2349
 CZ2349.The horizontal coordinates were established by classical geodetic methods
 CZ2349.and adjusted by the National Geodetic Survey in August 1993.
 CZ2349
 CZ2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2349.The vertical order pertains to the NGVD 29 superseded value.
 CZ2349
 CZ2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2349
 CZ2349.The geoid height was determined by GEOID03.
 CZ2349
 CZ2349;                    North         East     Units Scale Factor Converg.
 CZ2349;SPC AZ C     -   201,961.779   218,650.371   MT  0.99990034   +0 01 50.3
 CZ2349;SPC AZ C     -   662,604.26    717,356.86   iFT  0.99990034   +0 01 50.3
 CZ2349;UTM  12      - 3,631,829.307   419,484.358   MT  0.99967993   -0 27 58.5
 CZ2349
 CZ2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2349!SPC AZ C     -   0.99993912  x   0.99990034  =   0.99983947
 CZ2349!UTM  12      -   0.99993912  x   0.99967993  =   0.99961907
 CZ2349
 CZ2349|---------------------------------------------------------------------|
 CZ2349| PID    Reference Object                     Distance      Geod. Az  |
 CZ2349|                                                           dddmmss.s |
 CZ2349| CH6206 X 48 RM E                             8.832 METERS 08951     |
 CZ2349| CH6207 X 48 RM S                             8.841 METERS 17926     |
 CZ2349| CZ2363 W 51X                               APPROX. 5.3 KM 2055437.7 |
 CZ2349|---------------------------------------------------------------------|
 CZ2349
 CZ2349                          SUPERSEDED SURVEY CONTROL
 CZ2349
 CZ2349  NAD 83(1986)-  32 49 17.49103(N)    111 51 36.59360(W) AD(       ) 1
 CZ2349  NAD 27      -  32 49 17.29460(N)    111 51 34.12017(W) AD(       ) 1
 CZ2349  NGVD 29 (07/19/86)  417.52   (m)         1369.8    (f) LEVELING    3  
 CZ2349
 CZ2349.Superseded values are not recommended for survey control.
 CZ2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2349.See file dsdata.txt to determine how the superseded data were derived.
 CZ2349
 CZ2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1948431829(NAD 83)
 CZ2349_MARKER: DD = SURVEY DISK
 CZ2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2349+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2349
 CZ2349  HISTORY     - Date     Condition        Report By
 CZ2349  HISTORY     - 1967     MONUMENTED       DMA
 CZ2349  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2349
 CZ2349                          STATION DESCRIPTION
 CZ2349
 CZ2349'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2349'T-7-S.  R-5-E.  IN SECTION 8 NEAR THE SOUTHWEST CORNER.
 CZ2349'
 CZ2349'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2349'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2349'0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2349'STAMPED--X 48 1967 ARMY MAP SERVICE.
 CZ2349'
 CZ2349'THE STATION MARK IS LOCATED 70 FEET NORTH OF THE EAST-WEST
 CZ2349'POWERLINE.  76 FEET NORTH OF THE EAST-WEST FENCE.  103 FEET EAST OF
 CZ2349'THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2349'
 CZ2349'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN
 CZ2349'CASA GRANDE, ARIZONA GO WEST ON 84 FOR 6.0 MILES TO A CROSSROAD
 CZ2349'(MONTGOMERY ROAD).  TURN LEFT ON MONTGOMERY ROAD AND GO SOUTH
 CZ2349'FOR 4.0 MILES TO A DEAD END AT AN EARTHEN LEVEE AND THE STATION
 CZ2349'SITE.
 CZ2349
 CZ2349                          STATION RECOVERY (2007)
 CZ2349
 CZ2349'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0781 ***********************************************************************
 ET0781  DESIGNATION -  X 480
 ET0781  PID         -  ET0781
 ET0781  STATE/COUNTY-  AZ/MOHAVE
 ET0781  USGS QUAD   -  ALAMO DAM (1990)
 ET0781
 ET0781                         *CURRENT SURVEY CONTROL
 ET0781  ___________________________________________________________________
 ET0781* NAD 83(1986)-  34 14 53.     (N)    113 36 16.     (W)     SCALED    
 ET0781* NAVD 88     -       374.291  (meters)    1227.99   (feet)  ADJUSTED  
 ET0781  ___________________________________________________________________
 ET0781  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0781  DYNAMIC HT  -         373.877 (meters)    1226.63  (feet)  COMP
 ET0781  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 ET0781
 ET0781  VERT ORDER  -  FIRST     CLASS II
 ET0781
 ET0781.The horizontal coordinates were scaled from a topographic map and have
 ET0781.an estimated accuracy of +/- 6 seconds.
 ET0781
 ET0781.The orthometric height was determined by differential leveling
 ET0781.and adjusted in June 1991.
 ET0781
 ET0781.The geoid height was determined by GEOID03.
 ET0781
 ET0781.The dynamic height is computed by dividing the NAVD 88
 ET0781.geopotential number by the normal gravity value computed on the
 ET0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0781.degrees latitude (g = 980.6199 gals.).
 ET0781
 ET0781.The modeled gravity was interpolated from observed gravity values.
 ET0781
 ET0781;                    North         East    Units  Estimated Accuracy
 ET0781;SPC AZ W     -   360,190.      226,770.      MT  (+/- 180 meters Scaled)
 ET0781
 ET0781                          SUPERSEDED SURVEY CONTROL
 ET0781
 ET0781.No superseded survey control is available for this station.
 ET0781
 ET0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC601927(NAD 83)
 ET0781_MARKER: DB = BENCH MARK DISK
 ET0781_SETTING: 66 = SET IN ROCK OUTCROP
 ET0781_SP_SET: ROCK OUTCROP
 ET0781_STAMPING: X 480 1981
 ET0781_MARK LOGO: NGS   
 ET0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0781+STABILITY: POSITION/ELEVATION WELL
 ET0781
 ET0781  HISTORY     - Date     Condition        Report By
 ET0781  HISTORY     - 1981     MONUMENTED       NGS
 ET0781
 ET0781                          STATION DESCRIPTION
 ET0781
 ET0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0781'3.1 KM (1.95 MI) NORTH FROM ALAMO LAKE.
 ET0781'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0781'THE SOUTHEAST END OF THE DAM, THENCE 1.7 KM (1.05 MI) NORTH ALONG A
 ET0781'JEEP TRAIL THROUGH A GATE IN A BARBED WIRE FENCE, THENCE 0.4 KM (0.25
 ET0781'MI) NORTH CROSS-COUNTRY, 0.3 KM (0.2 MI) NORTH OF A DRY WASH WITH ROCK
 ET0781'WALLS, 0.2 KM (0.1 MI) SOUTHWEST OF A DRY WASH WITH STEEP ALLUVIAL
 ET0781'WALL, AT A KNOLL WITH A PROMINENT POINTED OUTCROP ON ITS NORTHWEST
 ET0781'SIDE, SET IN TOP OF A 15 X 20 FOOT ROCK OUTCROP PROJECTING 2 FEET FROM
 ET0781'THE WEST BASE OF THE KNOLL, 14.8 METERS (48.5 FT) EAST OF THE
 ET0781'CENTERLINE OF A PROMINENT BURROW TRAIL, 5.5 METERS (18.0 FT) SOUTH OF
 ET0781'THE HIGHEST POINT OF THE POINTED OUTCROP, APPROXIMATELY 40 FEET ABOVE
 ET0781'THE HIGH WATER LEVEL.
 ET0781'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 ET0781'THE MARK IS 3.2 M BELOW THE TOP OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0783 ***********************************************************************
 ET0783  DESIGNATION -  X 481
 ET0783  PID         -  ET0783
 ET0783  STATE/COUNTY-  AZ/MOHAVE
 ET0783  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0783
 ET0783                         *CURRENT SURVEY CONTROL
 ET0783  ___________________________________________________________________
 ET0783* NAD 83(1986)-  34 15 20.     (N)    113 35 53.     (W)     SCALED    
 ET0783* NAVD 88     -       361.982  (meters)    1187.60   (feet)  ADJUSTED  
 ET0783  ___________________________________________________________________
 ET0783  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0783  DYNAMIC HT  -         361.582 (meters)    1186.29  (feet)  COMP
 ET0783  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 ET0783
 ET0783  VERT ORDER  -  FIRST     CLASS II
 ET0783
 ET0783.The horizontal coordinates were scaled from a topographic map and have
 ET0783.an estimated accuracy of +/- 6 seconds.
 ET0783
 ET0783.The orthometric height was determined by differential leveling
 ET0783.and adjusted in June 1991.
 ET0783
 ET0783.The geoid height was determined by GEOID03.
 ET0783
 ET0783.The dynamic height is computed by dividing the NAVD 88
 ET0783.geopotential number by the normal gravity value computed on the
 ET0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0783.degrees latitude (g = 980.6199 gals.).
 ET0783
 ET0783.The modeled gravity was interpolated from observed gravity values.
 ET0783
 ET0783;                    North         East    Units  Estimated Accuracy
 ET0783;SPC AZ W     -   361,020.      227,350.      MT  (+/- 180 meters Scaled)
 ET0783
 ET0783                          SUPERSEDED SURVEY CONTROL
 ET0783
 ET0783.No superseded survey control is available for this station.
 ET0783
 ET0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC607935(NAD 83)
 ET0783_MARKER: DB = BENCH MARK DISK
 ET0783_SETTING: 66 = SET IN ROCK OUTCROP
 ET0783_SP_SET: ROCK OUTCROP
 ET0783_STAMPING: X 481 1981
 ET0783_MARK LOGO: NGS   
 ET0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0783+STABILITY: POSITION/ELEVATION WELL
 ET0783
 ET0783  HISTORY     - Date     Condition        Report By
 ET0783  HISTORY     - 1981     MONUMENTED       NGS
 ET0783
 ET0783                          STATION DESCRIPTION
 ET0783
 ET0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0783'4.05 KM (2.55 MI) NORTH FROM ALAMO LAKE.
 ET0783'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0783'THE SOUTHEAST END OF THE DAM, THENCE 1.7 KM (1.05 MI) NORTH ALONG A
 ET0783'JEEP TRAIL THROUGH A GATE IN A BARBED WIRE FENCE, THENCE 1.35 KM (0.85
 ET0783'MI) NORTH CROSS-COUNTRY, AT THE EAST END OF A PROMINENT RIDGE OF BROWN
 ET0783'SLOPING OUTCROP, SET IN TOP OF OUTCROP AT THE BASE OF THE RIDGE, 13.7
 ET0783'METERS (45.0 FT) SOUTHWEST OF THE TOP OF THE SOUTHWEST BANK OF A GULLY
 ET0783'DOWN THE NORTH SIDE OF THE OUTCROP, 2.1 METERS (7.0 FT) WEST OF THE
 ET0783'EAST EDGE OF THE MOST EASTERLY OUTCROP FLUSH WITH THE GROUND,
 ET0783'APPROXIMATELY 20 FEET BELOW THE HIGH WATER LEVEL.
 ET0783'THE MARK IS 2.0 METERS  NE FROM A WITNESS POST.
 ET0783'THE MARK IS 1.5 M BELOW THE WITNESS POST TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0779 ***********************************************************************
 EU0779  DESIGNATION -  X 484
 EU0779  PID         -  EU0779
 EU0779  STATE/COUNTY-  AZ/MOHAVE
 EU0779  USGS QUAD   -  YUCCA (1970)
 EU0779
 EU0779                         *CURRENT SURVEY CONTROL
 EU0779  ___________________________________________________________________
 EU0779* NAD 83(1986)-  34 45 24.     (N)    114 12 55.     (W)     SCALED    
 EU0779* NAVD 88     -       395.777  (meters)    1298.48   (feet)  ADJUSTED  
 EU0779  ___________________________________________________________________
 EU0779  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EU0779  DYNAMIC HT  -         395.344 (meters)    1297.06  (feet)  COMP
 EU0779  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 EU0779
 EU0779  VERT ORDER  -  FIRST     CLASS II
 EU0779
 EU0779.The horizontal coordinates were scaled from a topographic map and have
 EU0779.an estimated accuracy of +/- 6 seconds.
 EU0779
 EU0779.The orthometric height was determined by differential leveling
 EU0779.and adjusted in June 1991.
 EU0779
 EU0779.The geoid height was determined by GEOID03.
 EU0779
 EU0779.The dynamic height is computed by dividing the NAVD 88
 EU0779.geopotential number by the normal gravity value computed on the
 EU0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0779.degrees latitude (g = 980.6199 gals.).
 EU0779
 EU0779.The modeled gravity was interpolated from observed gravity values.
 EU0779
 EU0779;                    North         East    Units  Estimated Accuracy
 EU0779;SPC AZ W     -   416,690.      170,760.      MT  (+/- 180 meters Scaled)
 EU0779
 EU0779                          SUPERSEDED SURVEY CONTROL
 EU0779
 EU0779.No superseded survey control is available for this station.
 EU0779
 EU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU548495(NAD 83)
 EU0779_MARKER: I = METAL ROD
 EU0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0779_SP_SET: STAINLESS STEEL ROD
 EU0779_STAMPING: X 484 1981
 EU0779_MARK LOGO: NGS   
 EU0779_PROJECTION: FLUSH
 EU0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0779_ROD/PIPE-DEPTH: 1.8  meters
 EU0779
 EU0779  HISTORY     - Date     Condition        Report By
 EU0779  HISTORY     - 1981     MONUMENTED       NGS
 EU0779
 EU0779                          STATION DESCRIPTION
 EU0779
 EU0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0779'14.8 KM (9.2 MI) SW FROM YUCCA.
 EU0779'14.8 KM (9.2 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0779'ROAD OVERPASS IN YUCCA, 62.5 METERS (200.5 FT) NORTHWEST OF THE
 EU0779'CENTERLINE OF THE WEST BOUND LANES, 77.7 METERS (255 FT) NORTH OF
 EU0779'MILEPOST 16, 60.4 METERS (198 FT) SOUTHWEST OF THE SOUTHWEST POST OF A
 EU0779'GATE, 2.0 METERS (1.6 FT) SOUTHEAST OF A POWER LINE POLE, 0.4 METER
 EU0779'(1.3 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 EU0779'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 EU0779'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0956 ***********************************************************************
 FS0956  DESIGNATION -  X 485
 FS0956  PID         -  FS0956
 FS0956  STATE/COUNTY-  AZ/MOHAVE
 FS0956  USGS QUAD   -  HOUSHOLDER PASS (1989)
 FS0956
 FS0956                         *CURRENT SURVEY CONTROL
 FS0956  ___________________________________________________________________
 FS0956* NAD 83(1986)-  35 50 56.     (N)    114 35 11.     (W)     SCALED    
 FS0956* NAVD 88     -       682.636  (meters)    2239.61   (feet)  ADJUSTED  
 FS0956  ___________________________________________________________________
 FS0956  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS0956  DYNAMIC HT  -         681.943 (meters)    2237.34  (feet)  COMP
 FS0956  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 FS0956
 FS0956  VERT ORDER  -  FIRST     CLASS II
 FS0956
 FS0956.The horizontal coordinates were scaled from a topographic map and have
 FS0956.an estimated accuracy of +/- 6 seconds.
 FS0956
 FS0956.The orthometric height was determined by differential leveling
 FS0956.and adjusted in June 1991.
 FS0956
 FS0956.The geoid height was determined by GEOID03.
 FS0956
 FS0956.The dynamic height is computed by dividing the NAVD 88
 FS0956.geopotential number by the normal gravity value computed on the
 FS0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0956.degrees latitude (g = 980.6199 gals.).
 FS0956
 FS0956.The modeled gravity was interpolated from observed gravity values.
 FS0956
 FS0956;                    North         East    Units  Estimated Accuracy
 FS0956;SPC AZ W     -   538,090.      137,810.      MT  (+/- 180 meters Scaled)
 FS0956
 FS0956                          SUPERSEDED SURVEY CONTROL
 FS0956
 FS0956.No superseded survey control is available for this station.
 FS0956
 FS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV179698(NAD 83)
 FS0956_MARKER: DB = BENCH MARK DISK
 FS0956_SETTING: 66 = SET IN ROCK OUTCROP
 FS0956_SP_SET: ROCK OUTCROP
 FS0956_STAMPING: X 485 1981
 FS0956_MARK LOGO: NGS   
 FS0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0956+STABILITY: POSITION/ELEVATION WELL
 FS0956
 FS0956  HISTORY     - Date     Condition        Report By
 FS0956  HISTORY     - 1981     MONUMENTED       NGS
 FS0956
 FS0956                          STATION DESCRIPTION
 FS0956
 FS0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0956'25.0 KM (15.55 MI) SE FROM HOOVER DAM.
 FS0956'25.0 KM (15.55 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST
 FS0956'END OF HOOVER DAM, IN TOP OF AN OUTCROP BETWEEN TWO ROCK CUTS, 0.5 KM
 FS0956'(0.3 MI) NORTHWEST OF A SUMMIT, 18.1 METERS (59.5 FT) NORTH-NORTHEAST
 FS0956'OF THE CENTERLINE OF THE HIGHWAY, 11 METERS (36 FT) EAST OF THE
 FS0956'NORTHEAST END OF THE SOUTHEAST ONE OF TWO 30-INCH METAL PIPES OF A
 FS0956'CULVERT, 1.8 METERS (6 FT) SOUTH OF THE CENTER OF A WASH.
 FS0956'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 FS0956'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0698 ***********************************************************************
 FR0698  DESIGNATION -  X 486
 FR0698  PID         -  FR0698
 FR0698  STATE/COUNTY-  AZ/MOHAVE
 FR0698  USGS QUAD   -  HACKBERRY (1977)
 FR0698
 FR0698                         *CURRENT SURVEY CONTROL
 FR0698  ___________________________________________________________________
 FR0698* NAD 83(1986)-  35 21 43.     (N)    113 41 10.     (W)     SCALED    
 FR0698* NAVD 88     -      1128.182  (meters)    3701.38   (feet)  ADJUSTED  
 FR0698  ___________________________________________________________________
 FR0698  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FR0698  DYNAMIC HT  -        1126.815 (meters)    3696.89  (feet)  COMP
 FR0698  MODELED GRAV-     979,383.9   (mgal)                       NAVD 88
 FR0698
 FR0698  VERT ORDER  -  FIRST     CLASS II
 FR0698
 FR0698.The horizontal coordinates were scaled from a topographic map and have
 FR0698.an estimated accuracy of +/- 6 seconds.
 FR0698
 FR0698.The orthometric height was determined by differential leveling
 FR0698.and adjusted in June 1991.
 FR0698
 FR0698.The geoid height was determined by GEOID03.
 FR0698
 FR0698.The dynamic height is computed by dividing the NAVD 88
 FR0698.geopotential number by the normal gravity value computed on the
 FR0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0698.degrees latitude (g = 980.6199 gals.).
 FR0698
 FR0698.The modeled gravity was interpolated from observed gravity values.
 FR0698
 FR0698;                    North         East    Units  Estimated Accuracy
 FR0698;SPC AZ W     -   483,740.      219,170.      MT  (+/- 180 meters Scaled)
 FR0698
 FR0698                          SUPERSEDED SURVEY CONTROL
 FR0698
 FR0698.No superseded survey control is available for this station.
 FR0698
 FR0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE559164(NAD 83)
 FR0698_MARKER: DB = BENCH MARK DISK
 FR0698_SETTING: 66 = SET IN ROCK OUTCROP
 FR0698_SP_SET: ROCK OUTCROP
 FR0698_STAMPING: X 486 1982
 FR0698_MARK LOGO: NGS   
 FR0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0698+STABILITY: POSITION/ELEVATION WELL
 FR0698
 FR0698  HISTORY     - Date     Condition        Report By
 FR0698  HISTORY     - 1982     MONUMENTED       NGS
 FR0698
 FR0698                          STATION DESCRIPTION
 FR0698
 FR0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0698'33.5 KM (20.8 MI) SW FROM PEACH SPRINGS.
 FR0698'33.5 KM (20.8 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0698'OFFICE AT PEACH SPRINGS, 0.6 KM (0.35 MILE) SOUTHWEST OF A SERVICE
 FR0698'STATION AND GARAGE, 0.16 KM (0.1 MILE) SOUTHWEST OF HIGHWAY MILEPOST
 FR0698'83, 45.7 METERS (150.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 FR0698'HIGHWAY, 49.6 METERS (163.0 FEET) SOUTH OF THE SOUTHEAST END OF THE
 FR0698'MOST SOUTHERLY ONE OF THREE 36-INCH CORRUGATED METAL PIPE CULVERTS,
 FR0698'15.8 METERS (52.0 FEET) SOUTHEAST OF A FENCE, IN TOP OF A LOW EXPOSED
 FR0698'PORTION OF A GRANITE OUTCROP ON A SMALL ROCKY RIDGE.
 FR0698'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 FR0698'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0725 ***********************************************************************
 FR0725  DESIGNATION -  X 487
 FR0725  PID         -  FR0725
 FR0725  STATE/COUNTY-  AZ/MOHAVE
 FR0725  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0725
 FR0725                         *CURRENT SURVEY CONTROL
 FR0725  ___________________________________________________________________
 FR0725* NAD 83(1986)-  35 32 55.     (N)    113 23 43.     (W)     SCALED    
 FR0725* NAVD 88     -      1590.621  (meters)    5218.56   (feet)  ADJUSTED  
 FR0725  ___________________________________________________________________
 FR0725  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FR0725  DYNAMIC HT  -        1588.614 (meters)    5211.98  (feet)  COMP
 FR0725  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 FR0725
 FR0725  VERT ORDER  -  FIRST     CLASS II
 FR0725
 FR0725.The horizontal coordinates were scaled from a topographic map and have
 FR0725.an estimated accuracy of +/- 6 seconds.
 FR0725
 FR0725.The orthometric height was determined by differential leveling
 FR0725.and adjusted in June 1991.
 FR0725
 FR0725.The geoid height was determined by GEOID03.
 FR0725
 FR0725.The dynamic height is computed by dividing the NAVD 88
 FR0725.geopotential number by the normal gravity value computed on the
 FR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0725.degrees latitude (g = 980.6199 gals.).
 FR0725
 FR0725.The modeled gravity was interpolated from observed gravity values.
 FR0725
 FR0725;                    North         East    Units  Estimated Accuracy
 FR0725;SPC AZ W     -   504,510.      245,520.      MT  (+/- 180 meters Scaled)
 FR0725
 FR0725                          SUPERSEDED SURVEY CONTROL
 FR0725
 FR0725.No superseded survey control is available for this station.
 FR0725
 FR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE828365(NAD 83)
 FR0725_MARKER: DB = BENCH MARK DISK
 FR0725_SETTING: 66 = SET IN ROCK OUTCROP
 FR0725_SP_SET: ROCK OUTCROP
 FR0725_STAMPING: X 487 1982
 FR0725_MARK LOGO: NGS   
 FR0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0725+STABILITY: POSITION/ELEVATION WELL
 FR0725
 FR0725  HISTORY     - Date     Condition        Report By
 FR0725  HISTORY     - 1982     MONUMENTED       NGS
 FR0725
 FR0725                          STATION DESCRIPTION
 FR0725
 FR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0725'5.8 KM (3.6 MI) NE FROM PEACH SPRINGS.
 FR0725'5.8 KM (3.6 MILES ) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0725'AT PEACH SPRINGS, O.6 KM (0.4 MILE) SOUTHWEST OF THE SUMMIT OF A LONG
 FR0725'GRADE, AT THE SOUTHWEST END OF THE CUT THOUGH THE SUMMIT, 13.4 METERS
 FR0725'(44.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.4 METERS
 FR0725'(90.0 FEET) SOUTH OF TELEPHONE POLE NO 4, 7.6 METERS (25.0 FEET)
 FR0725'NORTHEAST OF THE SOUTHWEST END OF THE CUT, 22.0 METERS (74.0 FEET)
 FR0725'NORTHEAST OF THE NORTHEAST END OF A GUARD RAIL.
 FR0725'THE MARK IS 2.0 METERS  NE FROM A WITNESS POST.
 FR0725'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0759 ***********************************************************************
 FR0759  DESIGNATION -  X 488
 FR0759  PID         -  FR0759
 FR0759  STATE/COUNTY-  AZ/YAVAPAI
 FR0759  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0759
 FR0759                         *CURRENT SURVEY CONTROL
 FR0759  ___________________________________________________________________
 FR0759* NAD 83(1986)-  35 13 14.     (N)    112 32 25.     (W)     SCALED    
 FR0759* NAVD 88     -      1536.200  (meters)    5040.02   (feet)  ADJUSTED  
 FR0759  ___________________________________________________________________
 FR0759  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 FR0759  DYNAMIC HT  -        1534.188 (meters)    5033.42  (feet)  COMP
 FR0759  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 FR0759
 FR0759  VERT ORDER  -  FIRST     CLASS II
 FR0759
 FR0759.The horizontal coordinates were scaled from a topographic map and have
 FR0759.an estimated accuracy of +/- 6 seconds.
 FR0759
 FR0759.The orthometric height was determined by differential leveling
 FR0759.and adjusted in June 1991.
 FR0759
 FR0759.The geoid height was determined by GEOID03.
 FR0759
 FR0759.The dynamic height is computed by dividing the NAVD 88
 FR0759.geopotential number by the normal gravity value computed on the
 FR0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0759.degrees latitude (g = 980.6199 gals.).
 FR0759
 FR0759.The modeled gravity was interpolated from observed gravity values.
 FR0759
 FR0759;                    North         East    Units  Estimated Accuracy
 FR0759;SPC AZ C     -   468,220.      156,590.      MT  (+/- 180 meters Scaled)
 FR0759
 FR0759                          SUPERSEDED SURVEY CONTROL
 FR0759
 FR0759.No superseded survey control is available for this station.
 FR0759
 FR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD598985(NAD 83)
 FR0759_MARKER: DB = BENCH MARK DISK
 FR0759_SETTING: 66 = SET IN ROCK OUTCROP
 FR0759_SP_SET: ROCK OUTCROP
 FR0759_STAMPING: X 488 1982
 FR0759_MARK LOGO: NGS   
 FR0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0759+STABILITY: POSITION/ELEVATION WELL
 FR0759
 FR0759  HISTORY     - Date     Condition        Report By
 FR0759  HISTORY     - 1982     MONUMENTED       NGS
 FR0759
 FR0759                          STATION DESCRIPTION
 FR0759
 FR0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0759'5.9 KM (3.6 MI) WEST FROM ASH FORK.
 FR0759'5.9 KM (3.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0759'US HIGHWAY 89 IN ASH FORK, IN TOP OF A MASSIVE VOLCANIC OUTCROP
 FR0759'PROJECTING 1 FOOT ABOVE THE EAST END OF A CUT, 0.8 KM (0.5 MI) EAST OF
 FR0759'MILEPOST 142, 0.2 KM (0.15 MI) WEST OF A BRIDGE OVER THE PARTRIDGE
 FR0759'CREEK, 13.7 METERS (45 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 FR0759'TRAFFIC LANES, 21.6 METERS (71 FT) NORTHWEST OF RIGHT OF WAY POST
 FR0759'7739+2582, 18.8 METERS (62 FT) NORTH OF A FENCE.
 FR0759'THE MARK IS 2 METERS  E FROM A WITNESS POST.
 FR0759'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0785 ***********************************************************************
 FR0785  DESIGNATION -  X 489
 FR0785  PID         -  FR0785
 FR0785  STATE/COUNTY-  AZ/COCONINO
 FR0785  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0785
 FR0785                         *CURRENT SURVEY CONTROL
 FR0785  ___________________________________________________________________
 FR0785* NAD 83(1986)-  35 15 27.     (N)    112 05 39.     (W)     SCALED    
 FR0785* NAVD 88     -      2121.592  (meters)    6960.59   (feet)  ADJUSTED  
 FR0785  ___________________________________________________________________
 FR0785  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FR0785  DYNAMIC HT  -        2118.595 (meters)    6950.76  (feet)  COMP
 FR0785  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 FR0785
 FR0785  VERT ORDER  -  FIRST     CLASS II
 FR0785
 FR0785.The horizontal coordinates were scaled from a topographic map and have
 FR0785.an estimated accuracy of +/- 6 seconds.
 FR0785
 FR0785.The orthometric height was determined by differential leveling
 FR0785.and adjusted in June 1991.
 FR0785
 FR0785.The geoid height was determined by GEOID03.
 FR0785
 FR0785.The dynamic height is computed by dividing the NAVD 88
 FR0785.geopotential number by the normal gravity value computed on the
 FR0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0785.degrees latitude (g = 980.6199 gals.).
 FR0785
 FR0785.The modeled gravity was interpolated from observed gravity values.
 FR0785
 FR0785;                    North         East    Units  Estimated Accuracy
 FR0785;SPC AZ C     -   472,150.      197,210.      MT  (+/- 180 meters Scaled)
 FR0785
 FR0785                          SUPERSEDED SURVEY CONTROL
 FR0785
 FR0785.No superseded survey control is available for this station.
 FR0785
 FR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE004021(NAD 83)
 FR0785_MARKER: DB = BENCH MARK DISK
 FR0785_SETTING: 66 = SET IN ROCK OUTCROP
 FR0785_SP_SET: ROCK OUTCROP
 FR0785_STAMPING: X 489 1982
 FR0785_MARK LOGO: NGS   
 FR0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0785+STABILITY: POSITION/ELEVATION WELL
 FR0785
 FR0785  HISTORY     - Date     Condition        Report By
 FR0785  HISTORY     - 1982     MONUMENTED       NGS
 FR0785
 FR0785                          STATION DESCRIPTION
 FR0785
 FR0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0785'9.6 KM (6.0 MI) EAST FROM WILLIAMS.
 FR0785'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON,
 FR0785'TOPEKA, AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 5.6 KM (3.5
 FR0785'MI) EAST ALONG INTERSTATE HIGHWAY 40, 0.3 KM (0.2 MI) EAST OF MILEPOST
 FR0785'169, IN TOP OF A 4 BY 8 FOOT EXPOSSED PORTION OF VOLCANIC OUTCROP
 FR0785'FLUSH WITH THE GROUND, ON THE SOUTH BANK OF A DRAINAGE DITCH, 17.6
 FR0785'METERS (58 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 FR0785'LANES, 30.4 METERS (100 FT) NORTH OF A FENCE.
 FR0785'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0785'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0061 ***********************************************************************
 GP0061  DESIGNATION -  X 49
 GP0061  PID         -  GP0061
 GP0061  STATE/COUNTY-  AZ/COCONINO
 GP0061  USGS QUAD   -  TONALEA (1982)
 GP0061
 GP0061                         *CURRENT SURVEY CONTROL
 GP0061  ___________________________________________________________________
 GP0061* NAD 83(1986)-  36 19 17.     (N)    110 56 21.     (W)     SCALED    
 GP0061* NAVD 88     -      1680.289  (meters)    5512.75   (feet)  ADJUSTED  
 GP0061  ___________________________________________________________________
 GP0061  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 GP0061  DYNAMIC HT  -        1678.202 (meters)    5505.90  (feet)  COMP
 GP0061  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 GP0061
 GP0061  VERT ORDER  -  FIRST     CLASS II
 GP0061
 GP0061.The horizontal coordinates were scaled from a topographic map and have
 GP0061.an estimated accuracy of +/- 6 seconds.
 GP0061
 GP0061.The orthometric height was determined by differential leveling
 GP0061.and adjusted in June 1991.
 GP0061
 GP0061.The geoid height was determined by GEOID03.
 GP0061
 GP0061.The dynamic height is computed by dividing the NAVD 88
 GP0061.geopotential number by the normal gravity value computed on the
 GP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0061.degrees latitude (g = 980.6199 gals.).
 GP0061
 GP0061.The modeled gravity was interpolated from observed gravity values.
 GP0061
 GP0061;                    North         East    Units  Estimated Accuracy
 GP0061;SPC AZ C     -   590,620.      301,130.      MT  (+/- 180 meters Scaled)
 GP0061
 GP0061                          SUPERSEDED SURVEY CONTROL
 GP0061
 GP0061  NGVD 29 (??/??/92) 1679.350  (m)         5509.67   (f) ADJ UNCH    1 2
 GP0061
 GP0061.Superseded values are not recommended for survey control.
 GP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0061.See file dsdata.txt to determine how the superseded data were derived.
 GP0061
 GP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF054195(NAD 83)
 GP0061_MARKER: DB = BENCH MARK DISK
 GP0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0061_SP_SET: STEP
 GP0061_STAMPING: X 49 1934
 GP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0061
 GP0061  HISTORY     - Date     Condition        Report By
 GP0061  HISTORY     - 1934     MONUMENTED       CGS
 GP0061  HISTORY     - 1965     GOOD             NGS
 GP0061  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0061
 GP0061                          STATION DESCRIPTION
 GP0061
 GP0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0061'IN TONALEA.
 GP0061'AT TONALEA, COCONINO COUNTY, AT THE POST OFFICE AND STORE BUILDING OF
 GP0061'THE RED LAKE TRADING CO., 5 FEET SOUTH OF THE CENTER OF THE ENTRANCE,
 GP0061'IN THE TOP OF THE FIRST STEP TO THE MAIN ENTRANCE, AND 8 INCHES WEST
 GP0061'OF THE EDGE OF THE STEP.  A STANDARD DISK, STAMPED X 49 1934.
 GP0061
 GP0061                          STATION RECOVERY (1965)
 GP0061
 GP0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GP0061'RECOVERED IN GOOD CONDITION.
 GP0061
 GP0061                          STATION RECOVERY (1983)
 GP0061
 GP0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2348 ***********************************************************************
 CZ2348  DESIGNATION -  X 49
 CZ2348  PID         -  CZ2348
 CZ2348  STATE/COUNTY-  AZ/PINAL
 CZ2348  USGS QUAD   -  CHUICHU (1992)
 CZ2348
 CZ2348                         *CURRENT SURVEY CONTROL
 CZ2348  ___________________________________________________________________
 CZ2348* NAD 83(1992)-  32 48 23.19788(N)    111 51 36.26249(W)     ADJUSTED  
 CZ2348* NAVD 88     -       421.63   (+/-2cm)    1383.3    (feet)  VERTCON   
 CZ2348  ___________________________________________________________________
 CZ2348  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CZ2348  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ2348  HORZ ORDER  -  FIRST
 CZ2348  VERT ORDER  -  THIRD ? (See Below)
 CZ2348
 CZ2348.The horizontal coordinates were established by classical geodetic methods
 CZ2348.and adjusted by the National Geodetic Survey in August 1993.
 CZ2348
 CZ2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2348.The vertical order pertains to the NGVD 29 superseded value.
 CZ2348
 CZ2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2348
 CZ2348.The geoid height was determined by GEOID03.
 CZ2348
 CZ2348;                    North         East     Units Scale Factor Converg.
 CZ2348;SPC AZ C     -   200,289.201   218,659.856   MT  0.99990035   +0 01 50.4
 CZ2348;SPC AZ C     -   657,116.80    717,387.98   iFT  0.99990035   +0 01 50.4
 CZ2348;UTM  12      - 3,630,157.079   419,479.343   MT  0.99967994   -0 27 57.7
 CZ2348
 CZ2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2348!SPC AZ C     -   0.99993857  x   0.99990035  =   0.99983893
 CZ2348!UTM  12      -   0.99993857  x   0.99967994  =   0.99961853
 CZ2348
 CZ2348|---------------------------------------------------------------------|
 CZ2348| PID    Reference Object                     Distance      Geod. Az  |
 CZ2348|                                                           dddmmss.s |
 CZ2348| CH6208 X 49 RM E                             8.827 METERS 08911     |
 CZ2348| CH6209 X 49 RM S                             8.832 METERS 17914     |
 CZ2348| CZ2363 W 51X                               APPROX. 3.9 KM 2165630.2 |
 CZ2348|---------------------------------------------------------------------|
 CZ2348
 CZ2348                          SUPERSEDED SURVEY CONTROL
 CZ2348
 CZ2348  NAD 83(1986)-  32 48 23.19133(N)    111 51 36.26318(W) AD(       ) 1
 CZ2348  NAD 27      -  32 48 22.99338(N)    111 51 33.79116(W) AD(       ) 1
 CZ2348  NGVD 29 (07/19/86)  421.02   (m)         1381.3    (f) LEVELING    3  
 CZ2348
 CZ2348.Superseded values are not recommended for survey control.
 CZ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2348.See file dsdata.txt to determine how the superseded data were derived.
 CZ2348
 CZ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1947930157(NAD 83)
 CZ2348_MARKER: DD = SURVEY DISK
 CZ2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2348+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2348
 CZ2348  HISTORY     - Date     Condition        Report By
 CZ2348  HISTORY     - 1966     MONUMENTED       DMA
 CZ2348  HISTORY     - 20050329 GOOD             EVANS
 CZ2348  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2348
 CZ2348                          STATION DESCRIPTION
 CZ2348
 CZ2348'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2348'T-7-S.  R-5-E.  IN SECTION 20 NEAR THE NORTHWEST CORNER.
 CZ2348'
 CZ2348'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2348'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2348'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2348'IS STAMPED--X 49 1966 ARMY MAP SERVICE.
 CZ2348'
 CZ2348'THE STATION MARK IS LOCATED 116 FEET EAST OF THE CENTERLINE OF
 CZ2348'NORTH-SOUTH CANAL DITCH.  66 FEET EAST OF THE NORTH-SOUTH
 CZ2348'FENCE.  53 FEET SOUTH OF THE EAST-WEST FENCE.  30 FEET NORTHWEST
 CZ2348'OF CENTERLINE OF NORTHEAST-SOUTHWEST TRAIL.
 CZ2348
 CZ2348                          STATION RECOVERY (2005)
 CZ2348
 CZ2348'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 CZ2348'RECOVERED AS DESCRIBED
 CZ2348
 CZ2348                          STATION RECOVERY (2007)
 CZ2348
 CZ2348'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0394 ***********************************************************************
 FQ0394  DESIGNATION -  X 490
 FQ0394  PID         -  FQ0394
 FQ0394  STATE/COUNTY-  AZ/COCONINO
 FQ0394  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0394
 FQ0394                         *CURRENT SURVEY CONTROL
 FQ0394  ___________________________________________________________________
 FQ0394* NAD 83(1986)-  35 08 00.     (N)    111 41 13.     (W)     SCALED    
 FQ0394* NAVD 88     -      2118.107  (meters)    6949.16   (feet)  ADJUSTED  
 FQ0394  ___________________________________________________________________
 FQ0394  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FQ0394  DYNAMIC HT  -        2115.085 (meters)    6939.24  (feet)  COMP
 FQ0394  MODELED GRAV-     979,130.7   (mgal)                       NAVD 88
 FQ0394
 FQ0394  VERT ORDER  -  FIRST     CLASS II
 FQ0394
 FQ0394.The horizontal coordinates were scaled from a topographic map and have
 FQ0394.an estimated accuracy of +/- 6 seconds.
 FQ0394
 FQ0394.The orthometric height was determined by differential leveling
 FQ0394.and adjusted in June 1991.
 FQ0394
 FQ0394.The geoid height was determined by GEOID03.
 FQ0394
 FQ0394.The dynamic height is computed by dividing the NAVD 88
 FQ0394.geopotential number by the normal gravity value computed on the
 FQ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0394.degrees latitude (g = 980.6199 gals.).
 FQ0394
 FQ0394.The modeled gravity was interpolated from observed gravity values.
 FQ0394
 FQ0394;                    North         East    Units  Estimated Accuracy
 FQ0394;SPC AZ C     -   458,390.      234,300.      MT  (+/- 180 meters Scaled)
 FQ0394
 FQ0394                          SUPERSEDED SURVEY CONTROL
 FQ0394
 FQ0394.No superseded survey control is available for this station.
 FQ0394
 FQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD374880(NAD 83)
 FQ0394_MARKER: DB = BENCH MARK DISK
 FQ0394_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0394_SP_SET: ROCK OUTCROP
 FQ0394_STAMPING: X 490 1982
 FQ0394_MARK LOGO: NGS   
 FQ0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0394+STABILITY: POSITION/ELEVATION WELL
 FQ0394
 FQ0394  HISTORY     - Date     Condition        Report By
 FQ0394  HISTORY     - 1982     MONUMENTED       NGS
 FQ0394
 FQ0394                          STATION DESCRIPTION
 FQ0394
 FQ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0394'5.0 KM (3.1 MI) SW FROM FLAGSTAFF.
 FQ0394'5.0 KM (3.1 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0394'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A 4
 FQ0394'BY 8 FOOT EXPOSED LIMESTONE OUTCROP FLUSH WITH THE GROUND, ON THE
 FQ0394'OUTSIDE OF A CURVE AND BETWEEN AN OVERHEAD CABLE AND POWER LINE
 FQ0394'CROSSING, 10.6 METERS (35.0 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 FQ0394'4.8 METERS (16.0 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 FQ0394'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 FQ0394'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0642 ***********************************************************************
 ES0642  DESIGNATION -  X 491
 ES0642  PID         -  ES0642
 ES0642  STATE/COUNTY-  AZ/COCONINO
 ES0642  USGS QUAD   -  MUNDS PARK (1974)
 ES0642
 ES0642                         *CURRENT SURVEY CONTROL
 ES0642  ___________________________________________________________________
 ES0642* NAD 83(1986)-  34 57 59.     (N)    111 45 01.     (W)     SCALED    
 ES0642* NAVD 88     -      1564.750  (meters)    5133.68   (feet)  ADJUSTED  
 ES0642  ___________________________________________________________________
 ES0642  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 ES0642  DYNAMIC HT  -        1562.676 (meters)    5126.88  (feet)  COMP
 ES0642  MODELED GRAV-     979,253.7   (mgal)                       NAVD 88
 ES0642
 ES0642  VERT ORDER  -  FIRST     CLASS II
 ES0642
 ES0642.The horizontal coordinates were scaled from a topographic map and have
 ES0642.an estimated accuracy of +/- 6 seconds.
 ES0642
 ES0642.The orthometric height was determined by differential leveling
 ES0642.and adjusted in June 1991.
 ES0642
 ES0642.The geoid height was determined by GEOID03.
 ES0642
 ES0642.The dynamic height is computed by dividing the NAVD 88
 ES0642.geopotential number by the normal gravity value computed on the
 ES0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0642.degrees latitude (g = 980.6199 gals.).
 ES0642
 ES0642.The modeled gravity was interpolated from observed gravity values.
 ES0642
 ES0642;                    North         East    Units  Estimated Accuracy
 ES0642;SPC AZ C     -   439,860.      228,550.      MT  (+/- 180 meters Scaled)
 ES0642
 ES0642                          SUPERSEDED SURVEY CONTROL
 ES0642
 ES0642.No superseded survey control is available for this station.
 ES0642
 ES0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD315695(NAD 83)
 ES0642_MARKER: DB = BENCH MARK DISK
 ES0642_SETTING: 66 = SET IN ROCK OUTCROP
 ES0642_SP_SET: ROCK OUTCROP
 ES0642_STAMPING: X 491 1982
 ES0642_MARK LOGO: NGS   
 ES0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0642+STABILITY: POSITION/ELEVATION WELL
 ES0642
 ES0642  HISTORY     - Date     Condition        Report By
 ES0642  HISTORY     - 1982     MONUMENTED       NGS
 ES0642
 ES0642                          STATION DESCRIPTION
 ES0642
 ES0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0642'14.0 KM (8.7 MI) NORTH FROM SEDONA.
 ES0642'14.0 KM (8.7 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0642'OFFICE IN SEDONA, IN TOP OF A LONE LEDGE OF SANDSTONE OUTCROP AT THE
 ES0642'NORTH END OF A PULL OUT AREA, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 383,
 ES0642'5.4 METERS (18.0 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 45.7 METERS
 ES0642'(150.0 FT) NORTHEAST OF THE SOUTHEAST END OF A 24 INCH CORRUGATED
 ES0642'METAL PIPE CULVERT, 95.9 METERS (315.0 FT) SOUTHWEST OF THE SOUTHEAST
 ES0642'END OF THE 24 INCH CORRUGATED METAL PIPE CULVERT.
 ES0642'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 ES0642'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0656 ***********************************************************************
 ES0656  DESIGNATION -  X 492
 ES0656  PID         -  ES0656
 ES0656  STATE/COUNTY-  AZ/YAVAPAI
 ES0656  USGS QUAD   -  SEDONA (1969)
 ES0656
 ES0656                         *CURRENT SURVEY CONTROL
 ES0656  ___________________________________________________________________
 ES0656* NAD 83(1986)-  34 51 29.     (N)    111 49 14.     (W)     SCALED    
 ES0656* NAVD 88     -      1354.526  (meters)    4443.97   (feet)  ADJUSTED  
 ES0656  ___________________________________________________________________
 ES0656  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 ES0656  DYNAMIC HT  -        1352.779 (meters)    4438.24  (feet)  COMP
 ES0656  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 ES0656
 ES0656  VERT ORDER  -  FIRST     CLASS II
 ES0656
 ES0656.The horizontal coordinates were scaled from a topographic map and have
 ES0656.an estimated accuracy of +/- 6 seconds.
 ES0656
 ES0656.The orthometric height was determined by differential leveling
 ES0656.and adjusted in June 1991.
 ES0656
 ES0656.The geoid height was determined by GEOID03.
 ES0656
 ES0656.The dynamic height is computed by dividing the NAVD 88
 ES0656.geopotential number by the normal gravity value computed on the
 ES0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0656.degrees latitude (g = 980.6199 gals.).
 ES0656
 ES0656.The modeled gravity was interpolated from observed gravity values.
 ES0656
 ES0656;                    North         East    Units  Estimated Accuracy
 ES0656;SPC AZ C     -   427,830.      222,150.      MT  (+/- 180 meters Scaled)
 ES0656
 ES0656                          SUPERSEDED SURVEY CONTROL
 ES0656
 ES0656.No superseded survey control is available for this station.
 ES0656
 ES0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD249576(NAD 83)
 ES0656_MARKER: DB = BENCH MARK DISK
 ES0656_SETTING: 66 = SET IN ROCK OUTCROP
 ES0656_SP_SET: ROCK OUTCROP
 ES0656_STAMPING: X 492 1982
 ES0656_MARK LOGO: NGS   
 ES0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0656+STABILITY: POSITION/ELEVATION WELL
 ES0656
 ES0656  HISTORY     - Date     Condition        Report By
 ES0656  HISTORY     - 1982     MONUMENTED       NGS
 ES0656  HISTORY     - 19950713 GOOD             USPSQD
 ES0656
 ES0656                          STATION DESCRIPTION
 ES0656
 ES0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0656'5.5 KM (3.4 MI) WEST FROM SEDONA.
 ES0656'5.5 KM (3.4 MI) WEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0656'OFFICE IN SEDONA, IN TOP OF A SMALL PORTION OF SANDSTONE OUTCROP AT
 ES0656'THE NORTHEAST END OF A CUT AND IN THE OUTSIDE OF A LONG CURVE, 0.5 KM
 ES0656'(0.3 MI) SOUTHWEST OF MILEPOST 371, 9.1 METERS (30 FT) NORTHWEST OF
 ES0656'THE HIGHWAY CENTERLINE, 11.0 METERS (36 FT) SOUTHWEST OF THE NORTHEAST
 ES0656'END OF THE CUT, 10.3 METERS (34 FT) SOUTHEAST OF THE RIGHT OF WAY
 ES0656'FENCE.
 ES0656'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0656'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0656
 ES0656                          STATION RECOVERY (1995)
 ES0656
 ES0656'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0681 ***********************************************************************
 ES0681  DESIGNATION -  X 493
 ES0681  PID         -  ES0681
 ES0681  STATE/COUNTY-  AZ/YAVAPAI
 ES0681  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0681
 ES0681                         *CURRENT SURVEY CONTROL
 ES0681  ___________________________________________________________________
 ES0681* NAD 83(1986)-  34 34 44.     (N)    111 53 04.     (W)     SCALED    
 ES0681* NAVD 88     -       973.051  (meters)    3192.42   (feet)  ADJUSTED  
 ES0681  ___________________________________________________________________
 ES0681  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 ES0681  DYNAMIC HT  -         971.822 (meters)    3188.39  (feet)  COMP
 ES0681  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 ES0681
 ES0681  VERT ORDER  -  FIRST     CLASS II
 ES0681
 ES0681.The horizontal coordinates were scaled from a topographic map and have
 ES0681.an estimated accuracy of +/- 6 seconds.
 ES0681
 ES0681.The orthometric height was determined by differential leveling
 ES0681.and adjusted in June 1991.
 ES0681
 ES0681.The geoid height was determined by GEOID03.
 ES0681
 ES0681.The dynamic height is computed by dividing the NAVD 88
 ES0681.geopotential number by the normal gravity value computed on the
 ES0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0681.degrees latitude (g = 980.6199 gals.).
 ES0681
 ES0681.The modeled gravity was interpolated from observed gravity values.
 ES0681
 ES0681;                    North         East    Units  Estimated Accuracy
 ES0681;SPC AZ C     -   396,860.      216,320.      MT  (+/- 180 meters Scaled)
 ES0681
 ES0681                          SUPERSEDED SURVEY CONTROL
 ES0681
 ES0681.No superseded survey control is available for this station.
 ES0681
 ES0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD188267(NAD 83)
 ES0681_MARKER: DB = BENCH MARK DISK
 ES0681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ES0681_SP_SET: BRIDGE ABUTMENT
 ES0681_STAMPING: X 493 1982
 ES0681_MARK LOGO: NGS   
 ES0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0681+STABILITY: POSITION/ELEVATION WELL
 ES0681
 ES0681  HISTORY     - Date     Condition        Report By
 ES0681  HISTORY     - 1982     MONUMENTED       NGS
 ES0681  HISTORY     - 19980228 GOOD             USPSQD
 ES0681
 ES0681                          STATION DESCRIPTION
 ES0681
 ES0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0681'3.7 KM (2.3 MI) NW FROM CAMP VERDE.
 ES0681'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0681'IN CAMP VERDE, IN TOP OF THE NORTHEAST END OF THE OF THE NORTHWEST
 ES0681'ABUTMENT OF A LARGE OVERPASS BRIDGE, AT THE JUNCTION OF STATE HIGHWAY
 ES0681'279 AND INTERSTATE HIGHWAY 17, 5.5 METERS (18 FT) NORTHEAST OF THE
 ES0681'CENTERLINE OF STATE HIGHWAY 279, 17.4 METERS (57 FT) SOUTHEAST OF THE
 ES0681'NORTHWEST END OF THE NORTHEAST GUARD RAIL, 0.9 METER (3 FT) SOUTHWEST
 ES0681'OF A GUARD RAIL.
 ES0681'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 279.
 ES0681
 ES0681                          STATION RECOVERY (1998)
 ES0681
 ES0681'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0853 ***********************************************************************
 ET0853  DESIGNATION -  X 494
 ET0853  PID         -  ET0853
 ET0853  STATE/COUNTY-  AZ/YAVAPAI
 ET0853  USGS QUAD   -  COTTONWOOD (1973)
 ET0853
 ET0853                         *CURRENT SURVEY CONTROL
 ET0853  ___________________________________________________________________
 ET0853* NAD 83(1986)-  34 43 49.     (N)    112 00 36.     (W)     SCALED    
 ET0853* NAVD 88     -      1020.459  (meters)    3347.96   (feet)  ADJUSTED  
 ET0853  ___________________________________________________________________
 ET0853  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 ET0853  DYNAMIC HT  -        1019.180 (meters)    3343.76  (feet)  COMP
 ET0853  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 ET0853
 ET0853  VERT ORDER  -  FIRST     CLASS II
 ET0853
 ET0853.The horizontal coordinates were scaled from a topographic map and have
 ET0853.an estimated accuracy of +/- 6 seconds.
 ET0853
 ET0853.The orthometric height was determined by differential leveling
 ET0853.and adjusted in June 1991.
 ET0853
 ET0853.The geoid height was determined by GEOID03.
 ET0853
 ET0853.The dynamic height is computed by dividing the NAVD 88
 ET0853.geopotential number by the normal gravity value computed on the
 ET0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0853.degrees latitude (g = 980.6199 gals.).
 ET0853
 ET0853.The modeled gravity was interpolated from observed gravity values.
 ET0853
 ET0853;                    North         East    Units  Estimated Accuracy
 ET0853;SPC AZ C     -   413,660.      204,810.      MT  (+/- 180 meters Scaled)
 ET0853
 ET0853                          SUPERSEDED SURVEY CONTROL
 ET0853
 ET0853.No superseded survey control is available for this station.
 ET0853
 ET0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD075435(NAD 83)
 ET0853_MARKER: DB = BENCH MARK DISK
 ET0853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ET0853_SP_SET: HEADWALL
 ET0853_STAMPING: X 494 1982
 ET0853_MARK LOGO: NGS   
 ET0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0853+STABILITY: SURFACE MOTION
 ET0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0853+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 ET0853
 ET0853  HISTORY     - Date     Condition        Report By
 ET0853  HISTORY     - 1982     MONUMENTED       NGS
 ET0853  HISTORY     - 20040501 GOOD             NGS
 ET0853  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 ET0853  HISTORY     - 20060811 GOOD             GEOCAC
 ET0853
 ET0853                          STATION DESCRIPTION
 ET0853
 ET0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ET0853'1.1 KM (0.7 MI) NORTH FROM COTTONWOOD.
 ET0853'1.1 KM (0.7 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE JUNCTION
 ET0853'OF STATE HIGHWAY 279 IN COTTONWOOD, IN TOP OF THE SOUTH END OF THE
 ET0853'WEST HEADWALL OF A 7 BY 10 FOOT CONCRETE BOX CULVERT, 10.5 METERS (35
 ET0853'FT) WEST OF THE SOUTH BOUND CENTERLINE, 0.15 METER (0.5 FT) NORTH OF
 ET0853'THE SOUTH END OF THE HEADWALL.
 ET0853'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 ET0853
 ET0853                          STATION RECOVERY (2004)
 ET0853
 ET0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 ET0853'RECOVERED IN GOOD CONDITION.
 ET0853
 ET0853                          STATION RECOVERY (2005)
 ET0853
 ET0853'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0853'MARK NOT FOUND.
 ET0853
 ET0853                          STATION RECOVERY (2006)
 ET0853
 ET0853'RECOVERY NOTE BY GEOCACHING 2006 (RJE)
 ET0853'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0705 ***********************************************************************
 ES0705  DESIGNATION -  X 495
 ES0705  PID         -  ES0705
 ES0705  STATE/COUNTY-  AZ/YAVAPAI
 ES0705  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0705
 ES0705                         *CURRENT SURVEY CONTROL
 ES0705  ___________________________________________________________________
 ES0705* NAD 83(1986)-  34 23 52.     (N)    111 39 23.     (W)     SCALED    
 ES0705* NAVD 88     -      1131.066  (meters)    3710.84   (feet)  ADJUSTED  
 ES0705  ___________________________________________________________________
 ES0705  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 ES0705  DYNAMIC HT  -        1129.589 (meters)    3705.99  (feet)  COMP
 ES0705  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 ES0705
 ES0705  VERT ORDER  -  FIRST     CLASS II
 ES0705
 ES0705.The horizontal coordinates were scaled from a topographic map and have
 ES0705.an estimated accuracy of +/- 6 seconds.
 ES0705
 ES0705.The orthometric height was determined by differential leveling
 ES0705.and adjusted in June 1991.
 ES0705
 ES0705.The geoid height was determined by GEOID03.
 ES0705
 ES0705.The dynamic height is computed by dividing the NAVD 88
 ES0705.geopotential number by the normal gravity value computed on the
 ES0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0705.degrees latitude (g = 980.6199 gals.).
 ES0705
 ES0705.The modeled gravity was interpolated from observed gravity values.
 ES0705
 ES0705;                    North         East    Units  Estimated Accuracy
 ES0705;SPC AZ C     -   376,800.      237,290.      MT  (+/- 180 meters Scaled)
 ES0705
 ES0705                          SUPERSEDED SURVEY CONTROL
 ES0705
 ES0705.No superseded survey control is available for this station.
 ES0705
 ES0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD396064(NAD 83)
 ES0705_MARKER: DB = BENCH MARK DISK
 ES0705_SETTING: 80 = SET IN A BOULDER
 ES0705_SP_SET: BOULDER
 ES0705_STAMPING: X 495 1982
 ES0705_MARK LOGO: NGS   
 ES0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0705+STABILITY: SURFACE MOTION
 ES0705
 ES0705  HISTORY     - Date     Condition        Report By
 ES0705  HISTORY     - 1982     MONUMENTED       NGS
 ES0705
 ES0705                          STATION DESCRIPTION
 ES0705
 ES0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0705'34.1 KM (21.2 MI) SE FROM CAMP VERDE.
 ES0705'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0705'OFFICE IN CAMP VERDE, THENCE 21.4 KM (13.3 MI) SOUTHEAST ALONG FOSSIL
 ES0705'CREEK ROAD, ON THE OUTSIDE OF A CURVE AND BETWEEN CUTBANKS AT A
 ES0705'CULVERT FOR A SMALL CANYON, IN TOP OF A 4 BY 6 FOOT EMBEDDED BOULDER
 ES0705'PROJECTING 2 FEET ABOVE THE GROUND, 9.1 METERS (30 FT) EAST OF THE
 ES0705'ROAD CENTERLINE, 3.6 METERS (12 FT) WEST OF A FORKED PINION PINE TREE,
 ES0705'3.0 METERS (10 FT) SOUTHEAST OF THE EAST END OF A 24 INCH CORRUGATED
 ES0705'METAL PIPE CULVERT, 1.1 KM (07 MI) NORTHWEST OF BM W 8 USGS.
 ES0705'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0705'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0750 ***********************************************************************
 ES0750  DESIGNATION -  X 496
 ES0750  PID         -  ES0750
 ES0750  STATE/COUNTY-  AZ/GILA
 ES0750  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0750
 ES0750                         *CURRENT SURVEY CONTROL
 ES0750  ___________________________________________________________________
 ES0750* NAD 83(1986)-  34 09 13.     (N)    111 20 53.     (W)     SCALED    
 ES0750* NAVD 88     -      1199.287  (meters)    3934.66   (feet)  ADJUSTED  
 ES0750  ___________________________________________________________________
 ES0750  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 ES0750  DYNAMIC HT  -        1197.709 (meters)    3929.48  (feet)  COMP
 ES0750  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 ES0750
 ES0750  VERT ORDER  -  FIRST     CLASS II
 ES0750
 ES0750.The horizontal coordinates were scaled from a topographic map and have
 ES0750.an estimated accuracy of +/- 6 seconds.
 ES0750
 ES0750.The orthometric height was determined by differential leveling
 ES0750.and adjusted in June 1991.
 ES0750
 ES0750.The geoid height was determined by GEOID03.
 ES0750
 ES0750.The dynamic height is computed by dividing the NAVD 88
 ES0750.geopotential number by the normal gravity value computed on the
 ES0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0750.degrees latitude (g = 980.6199 gals.).
 ES0750
 ES0750.The modeled gravity was interpolated from observed gravity values.
 ES0750
 ES0750;                    North         East    Units  Estimated Accuracy
 ES0750;SPC AZ E     -   350,320.      104,420.      MT  (+/- 180 meters Scaled)
 ES0750
 ES0750                          SUPERSEDED SURVEY CONTROL
 ES0750
 ES0750.No superseded survey control is available for this station.
 ES0750
 ES0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC679792(NAD 83)
 ES0750_MARKER: DB = BENCH MARK DISK
 ES0750_SETTING: 66 = SET IN ROCK OUTCROP
 ES0750_SP_SET: ROCK OUTCROP
 ES0750_STAMPING: X 496 1982
 ES0750_MARK LOGO: NGS   
 ES0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0750+STABILITY: POSITION/ELEVATION WELL
 ES0750
 ES0750  HISTORY     - Date     Condition        Report By
 ES0750  HISTORY     - 1982     MONUMENTED       NGS
 ES0750
 ES0750                          STATION DESCRIPTION
 ES0750
 ES0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0750'12.1 KM (7.5 MI) SOUTH FROM PAYSON.
 ES0750'12.1 KM (7.5 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0750'PAYSON, IN TOP OF A SMALL SLOPEING LEDGE OF MASSIVE OUTCROP NEAR THE
 ES0750'CENTER OF THE SOUTHEAST FACE OF A DEEP ROCKY CUT, ON THE OUTSIDE OF A
 ES0750'CURVE, 0.2 KM (0.1 MI) SOUTHWEST OF A DIRT ROAD LEADING NORTH TO
 ES0750'HITCHING RACK WELL, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 244, 7.0
 ES0750'METERS (23 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES,
 ES0750'67.4 METERS (215 FT) NORTHEAST OF THE NORTHEAST END OF A DIRT PULLOFF.
 ES0750'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ES0750'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1620 ***********************************************************************
 DU1620  DESIGNATION -  X 497
 DU1620  PID         -  DU1620
 DU1620  STATE/COUNTY-  AZ/GILA
 DU1620  USGS QUAD   -  TONTO BASIN (1964)
 DU1620
 DU1620                         *CURRENT SURVEY CONTROL
 DU1620  ___________________________________________________________________
 DU1620* NAD 83(1986)-  33 50 29.     (N)    111 18 16.     (W)     SCALED    
 DU1620* NAVD 88     -       704.631  (meters)    2311.78   (feet)  ADJUSTED  
 DU1620  ___________________________________________________________________
 DU1620  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DU1620  DYNAMIC HT  -         703.725 (meters)    2308.80  (feet)  COMP
 DU1620  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 DU1620  OBS GRAVITY -     979,331.6   (mgal)                       GRAV_OBS
 DU1620
 DU1620  VERT ORDER  -  FIRST     CLASS II
 DU1620
 DU1620.The horizontal coordinates were scaled from a topographic map and have
 DU1620.an estimated accuracy of +/- 6 seconds.
 DU1620
 DU1620.The orthometric height was determined by differential leveling
 DU1620.and adjusted in June 1991.
 DU1620
 DU1620.The geoid height was determined by GEOID03.
 DU1620
 DU1620.The dynamic height is computed by dividing the NAVD 88
 DU1620.geopotential number by the normal gravity value computed on the
 DU1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1620.degrees latitude (g = 980.6199 gals.).
 DU1620
 DU1620.The modeled gravity was interpolated from observed gravity values.
 DU1620.The observed gravity was obtained from relative gravimeter ties
 DU1620.to the IGSN71 gravity network.
 DU1620
 DU1620;                    North         East    Units  Estimated Accuracy
 DU1620;SPC AZ E     -   315,650.      108,060.      MT  (+/- 180 meters Scaled)
 DU1620
 DU1620                          SUPERSEDED SURVEY CONTROL
 DU1620
 DU1620.No superseded survey control is available for this station.
 DU1620
 DU1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC718446(NAD 83)
 DU1620_MARKER: I = METAL ROD
 DU1620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1620_SP_SET: STAINLESS STEEL ROD
 DU1620_STAMPING: X 497 1983
 DU1620_MARK LOGO: NGS   
 DU1620_PROJECTION: FLUSH
 DU1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1620_ROD/PIPE-DEPTH: 2.4  meters
 DU1620
 DU1620  HISTORY     - Date     Condition        Report By
 DU1620  HISTORY     - 1983     MONUMENTED       NGS
 DU1620
 DU1620                          STATION DESCRIPTION
 DU1620
 DU1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1620'3.7 KM (2.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1620'3.7 KM (2.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1620'PUNKIN CENTER, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT
 DU1620'ROAD LEADING EAST, 0.5 KM (0.3 MI) SOUTHEAST OF THE T JUNCTION OF A
 DU1620'DIRT ROAD LEADING EAST TO RIVERSIDE ACRES, 13.0 METERS (43 FT)
 DU1620'NORTHEAST OF THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT) SOUTHEAST OF
 DU1620'THE DIRT ROAD CENTER, 9.1 METERS (30 FT) NORTHEAST OF MILEPOST 260,
 DU1620'0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 DU1620'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DU1620'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0354 ***********************************************************************
 GP0354  DESIGNATION -  X 498
 GP0354  PID         -  GP0354
 GP0354  STATE/COUNTY-  AZ/COCONINO
 GP0354  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0354
 GP0354                         *CURRENT SURVEY CONTROL
 GP0354  ___________________________________________________________________
 GP0354* NAD 83(1986)-  36 10 34.     (N)    111 24 03.     (W)     SCALED    
 GP0354* NAVD 88     -      1464.235  (meters)    4803.91   (feet)  ADJUSTED  
 GP0354  ___________________________________________________________________
 GP0354  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0354  DYNAMIC HT  -        1462.440 (meters)    4798.02  (feet)  COMP
 GP0354  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 GP0354
 GP0354  VERT ORDER  -  FIRST     CLASS II
 GP0354
 GP0354.The horizontal coordinates were scaled from a topographic map and have
 GP0354.an estimated accuracy of +/- 6 seconds.
 GP0354
 GP0354.The orthometric height was determined by differential leveling
 GP0354.and adjusted in June 1991.
 GP0354
 GP0354.The geoid height was determined by GEOID03.
 GP0354
 GP0354.The dynamic height is computed by dividing the NAVD 88
 GP0354.geopotential number by the normal gravity value computed on the
 GP0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0354.degrees latitude (g = 980.6199 gals.).
 GP0354
 GP0354.The modeled gravity was interpolated from observed gravity values.
 GP0354
 GP0354;                    North         East    Units  Estimated Accuracy
 GP0354;SPC AZ C     -   574,180.      259,760.      MT  (+/- 180 meters Scaled)
 GP0354
 GP0354                          SUPERSEDED SURVEY CONTROL
 GP0354
 GP0354.No superseded survey control is available for this station.
 GP0354
 GP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF639035(NAD 83)
 GP0354_MARKER: DB = BENCH MARK DISK
 GP0354_SETTING: 66 = SET IN ROCK OUTCROP
 GP0354_SP_SET: ROCK OUTCROP
 GP0354_STAMPING: X 498 1983
 GP0354_MARK LOGO: NGS   
 GP0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0354+STABILITY: POSITION/ELEVATION WELL
 GP0354
 GP0354  HISTORY     - Date     Condition        Report By
 GP0354  HISTORY     - 1983     MONUMENTED       NGS
 GP0354  HISTORY     - 1983     GOOD             NGS
 GP0354  HISTORY     - 1983     GOOD             NGS
 GP0354
 GP0354                          STATION DESCRIPTION
 GP0354
 GP0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0354'34.1 KM (21.2 MI) NORTH FROM CAMERON.
 GP0354'34.1 KM (21.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0354'CAMERON, AT THE NORTH END OF A LARGE FILL OVER A DEEP WASH, IN TOP OF
 GP0354'THE LOWER EDGE OF AN OUTCROP CUT, 1.0 KM (0.6 MI) NORTH OF THE T
 GP0354'JUNCTION OF STATE ROAD 23 LEADING SOUTHEAST, 0.6 KM (0.4 MI) SOUTH OF
 GP0354'MILEPOST 488, 9.1 METERS (30 FT) WEST OF THE HIGHWAY CENTERLINE, 15.7
 GP0354'KM (9.8 MI) SOUTH OF THE GAP.
 GP0354'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 GP0354'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0354
 GP0354                          STATION RECOVERY (1983)
 GP0354
 GP0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0354'RECOVERED IN GOOD CONDITION.
 GP0354
 GP0354                          STATION RECOVERY (1983)
 GP0354
 GP0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0367 ***********************************************************************
 GP0367  DESIGNATION -  X 499
 GP0367  PID         -  GP0367
 GP0367  STATE/COUNTY-  AZ/COCONINO
 GP0367  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0367
 GP0367                         *CURRENT SURVEY CONTROL
 GP0367  ___________________________________________________________________
 GP0367* NAD 83(1986)-  36 26 25.     (N)    111 33 14.     (W)     SCALED    
 GP0367* NAVD 88     -      1747.951  (meters)    5734.74   (feet)  ADJUSTED  
 GP0367  ___________________________________________________________________
 GP0367  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GP0367  DYNAMIC HT  -        1745.762 (meters)    5727.55  (feet)  COMP
 GP0367  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 GP0367
 GP0367  VERT ORDER  -  FIRST     CLASS II
 GP0367
 GP0367.The horizontal coordinates were scaled from a topographic map and have
 GP0367.an estimated accuracy of +/- 6 seconds.
 GP0367
 GP0367.The orthometric height was determined by differential leveling
 GP0367.and adjusted in June 1991.
 GP0367
 GP0367.The geoid height was determined by GEOID03.
 GP0367
 GP0367.The dynamic height is computed by dividing the NAVD 88
 GP0367.geopotential number by the normal gravity value computed on the
 GP0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0367.degrees latitude (g = 980.6199 gals.).
 GP0367
 GP0367.The modeled gravity was interpolated from observed gravity values.
 GP0367
 GP0367;                    North         East    Units  Estimated Accuracy
 GP0367;SPC AZ C     -   603,420.      245,880.      MT  (+/- 180 meters Scaled)
 GP0367
 GP0367                          SUPERSEDED SURVEY CONTROL
 GP0367
 GP0367.No superseded survey control is available for this station.
 GP0367
 GP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF503329(NAD 83)
 GP0367_MARKER: I = METAL ROD
 GP0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0367_SP_SET: STAINLESS STEEL ROD
 GP0367_STAMPING: X 499 1983
 GP0367_MARK LOGO: NGS   
 GP0367_PROJECTION: FLUSH
 GP0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0367_ROD/PIPE-DEPTH: 2.3  meters
 GP0367
 GP0367  HISTORY     - Date     Condition        Report By
 GP0367  HISTORY     - 1983     MONUMENTED       NGS
 GP0367
 GP0367                          STATION DESCRIPTION
 GP0367
 GP0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0367'24.1 KM (15.1 MI) SOUTH FROM BITTER SPRINGS.
 GP0367'24.15 KM (15.1 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US
 GP0367'HIGHWAY 89 ALTERNATE IN BITTER SPRINGS, 5.9 KM (3.7 MI) NORTHWEST OF
 GP0367'THE CEDAR RIDGE TRADING POST, 69.6 METERS (228 FT) SOUTHEAST OF
 GP0367'MILEPOST 509, 30.2 METERS (99 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 GP0367'48.7 METERS (160 FT) WEST OF TELEPHONE POLE 4, 1.8 METERS (6 FT)
 GP0367'NORTHWEST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 0.3 METER
 GP0367'(1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GP0367'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GP0367'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0354 ***********************************************************************
 FQ0354  DESIGNATION -  X 5
 FQ0354  PID         -  FQ0354
 FQ0354  STATE/COUNTY-  AZ/COCONINO
 FQ0354  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0354
 FQ0354                         *CURRENT SURVEY CONTROL
 FQ0354  ___________________________________________________________________
 FQ0354* NAD 83(1986)-  35 35 52.     (N)    111 31 41.     (W)     SCALED    
 FQ0354* NAVD 88     -      1687.093  (meters)    5535.07   (feet)  ADJUSTED  
 FQ0354  ___________________________________________________________________
 FQ0354  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FQ0354  DYNAMIC HT  -        1684.883 (meters)    5527.82  (feet)  COMP
 FQ0354  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 FQ0354
 FQ0354  VERT ORDER  -  FIRST     CLASS II
 FQ0354
 FQ0354.The horizontal coordinates were scaled from a topographic map and have
 FQ0354.an estimated accuracy of +/- 6 seconds.
 FQ0354
 FQ0354.The orthometric height was determined by differential leveling
 FQ0354.and adjusted in June 1991.
 FQ0354
 FQ0354.The geoid height was determined by GEOID03.
 FQ0354
 FQ0354.The dynamic height is computed by dividing the NAVD 88
 FQ0354.geopotential number by the normal gravity value computed on the
 FQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0354.degrees latitude (g = 980.6199 gals.).
 FQ0354
 FQ0354.The modeled gravity was interpolated from observed gravity values.
 FQ0354
 FQ0354;                    North         East    Units  Estimated Accuracy
 FQ0354;SPC AZ C     -   509,960.      248,570.      MT  (+/- 180 meters Scaled)
 FQ0354
 FQ0354                          SUPERSEDED SURVEY CONTROL
 FQ0354
 FQ0354  NGVD 29 (??/??/92) 1686.179  (m)         5532.07   (f) ADJ UNCH    1 2
 FQ0354
 FQ0354.Superseded values are not recommended for survey control.
 FQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0354.See file dsdata.txt to determine how the superseded data were derived.
 FQ0354
 FQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE521394(NAD 83)
 FQ0354_MARKER: DB = BENCH MARK DISK
 FQ0354_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0354_SP_SET: ROCK OUTCROP
 FQ0354_STAMPING: ELEV 5532.072 FT
 FQ0354_MARK LOGO: CGS   
 FQ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0354+STABILITY: POSITION/ELEVATION WELL
 FQ0354
 FQ0354  HISTORY     - Date     Condition        Report By
 FQ0354  HISTORY     - UNK      MONUMENTED       CGS
 FQ0354  HISTORY     - 1962     GOOD             NGS
 FQ0354  HISTORY     - 1977     GOOD             NGS
 FQ0354  HISTORY     - 1983     GOOD             NGS
 FQ0354
 FQ0354                          STATION DESCRIPTION
 FQ0354
 FQ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FQ0354'22.0 MI S FROM CAMERON.
 FQ0354'22.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0354'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, AT THE CREST OF A SMALL
 FQ0354'ROCKY RISE, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, NEAR THE
 FQ0354'CENTER OF A GROUP OF BLACK ROCKS IN THE TOP OF A BLACK ROCK OUTCROP,
 FQ0354'AND 3 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 5532.072
 FQ0354'FT.
 FQ0354
 FQ0354                          STATION RECOVERY (1977)
 FQ0354
 FQ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0354'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0354'DESCRIPTION FOLLOWS-- FROM THE JUNCTION OF U.S. HWYS. 66 AND 89, 3.60
 FQ0354'MILES EAST OF SANTA FE STATION IN FLAGSTAFF, TRAVEL NORTH ON U.S. 89
 FQ0354'FOR 28.30 MILES TO MILE POST 445.95 (0.10 MILE SOUTH OF HANKS TRADING
 FQ0354'POST), TURN LEFT, WEST, ON GRAVEL ROAD FOR 0.10 MILE TO OLD ABANDONED
 FQ0354'HWY., TURN RIGHT ON OLD HWY. AND GO 0.40 MILE AND TO THE STATION AT
 FQ0354'THE CREST OF A SMALL ROCKY RISE, 27 FEET WEST OF CENTERLINE OF HWY.
 FQ0354'NEAR THE CENTER OF A GROUP OF BLACK ROCKS IN THE TOP OF A BLACK ROCK
 FQ0354'OUTCROP PROJECTING 3 INCHES.
 FQ0354
 FQ0354                          STATION RECOVERY (1983)
 FQ0354
 FQ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0354'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0354'32.8 KM (20.4 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0354'CAMERON, IN TOP OF A SMALL PORTION OF VOLCANIC OUTCROP ON THE EAST
 FQ0354'EDGE OF A SMALL RISE, 0.6 KM (0.4 MI) NORTH OF MILEPOST 446, 0.6 KM
 FQ0354'(0.35 MI) NORTH OF HANKS TRADING POST, 167.5 METERS (540 FT) WEST OF
 FQ0354'THE HIGHWAY CENTERLINE, 8.2 METERS (27 FT) WEST OF THE CENTER OF THE
 FQ0354'OLD HIGHWAY AND A FENCE, 44.8 METERS (147 FT) SOUTH OF A FENCE CORNER,
 FQ0354'134.1 METERS (440 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--X 5 WAS
 FQ0354'STAMPED ON THE DISK BY THIS UNIT IN 1983.
 FQ0354'THE MARK IS 2.0 METERS  NE FROM A WITNESS POST.
 FQ0354'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2354 ***********************************************************************
 CZ2354  DESIGNATION -  X 50
 CZ2354  PID         -  CZ2354
 CZ2354  STATE/COUNTY-  AZ/PINAL
 CZ2354  USGS QUAD   -  CHUICHU (1992)
 CZ2354
 CZ2354                         *CURRENT SURVEY CONTROL
 CZ2354  ___________________________________________________________________
 CZ2354* NAD 83(1992)-  32 47 29.90064(N)    111 51 40.11838(W)     ADJUSTED  
 CZ2354* NAVD 88     -       422.95   (+/-2cm)    1387.6    (feet)  VERTCON   
 CZ2354  ___________________________________________________________________
 CZ2354  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CZ2354  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2354  HORZ ORDER  -  FIRST
 CZ2354  VERT ORDER  -  THIRD ? (See Below)
 CZ2354
 CZ2354.The horizontal coordinates were established by classical geodetic methods
 CZ2354.and adjusted by the National Geodetic Survey in August 1993.
 CZ2354
 CZ2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2354.The vertical order pertains to the NGVD 29 superseded value.
 CZ2354
 CZ2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2354
 CZ2354.The geoid height was determined by GEOID03.
 CZ2354
 CZ2354;                    North         East     Units Scale Factor Converg.
 CZ2354;SPC AZ C     -   198,647.447   218,560.414   MT  0.99990033   +0 01 48.3
 CZ2354;SPC AZ C     -   651,730.47    717,061.73   iFT  0.99990033   +0 01 48.3
 CZ2354;UTM  12      - 3,628,516.610   419,365.701   MT  0.99968017   -0 27 59.1
 CZ2354
 CZ2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2354!SPC AZ C     -   0.99993837  x   0.99990033  =   0.99983870
 CZ2354!UTM  12      -   0.99993837  x   0.99968017  =   0.99961856
 CZ2354
 CZ2354|---------------------------------------------------------------------|
 CZ2354| PID    Reference Object                     Distance      Geod. Az  |
 CZ2354|                                                           dddmmss.s |
 CZ2354| CH6210 X 50 RM E                             8.837 METERS 08910     |
 CZ2354| CH6211 X 50 RM S                             8.836 METERS 17911     |
 CZ2354| CZ2363 W 51X                               APPROX. 2.6 KM 2365746.7 |
 CZ2354|---------------------------------------------------------------------|
 CZ2354
 CZ2354                          SUPERSEDED SURVEY CONTROL
 CZ2354
 CZ2354  NAD 83(1986)-  32 47 29.89407(N)    111 51 40.11896(W) AD(       ) 1
 CZ2354  NAD 27      -  32 47 29.69466(N)    111 51 37.64813(W) AD(       ) 1
 CZ2354  NGVD 29 (07/19/86)  422.34   (m)         1385.6    (f) LEVELING    3  
 CZ2354
 CZ2354.Superseded values are not recommended for survey control.
 CZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2354.See file dsdata.txt to determine how the superseded data were derived.
 CZ2354
 CZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1936628517(NAD 83)
 CZ2354_MARKER: DD = SURVEY DISK
 CZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2354+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2354
 CZ2354  HISTORY     - Date     Condition        Report By
 CZ2354  HISTORY     - 1966     MONUMENTED       DMA
 CZ2354  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2354
 CZ2354                          STATION DESCRIPTION
 CZ2354
 CZ2354'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2354'T-7-S.  R-5-E.  IN SECTION 30 NEAR THE NORTHEAST CORNER.
 CZ2354'
 CZ2354'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2354'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2354'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2354'MARK IS STAMPED--X 50 1966 ARMY MAP SERVICE.
 CZ2354'
 CZ2354'THE STATION MARK IS LOCATED 149 FEET SOUTH OF EAST-WEST FENCE.
 CZ2354'
 CZ2354'TO REACH FROM THE NORTH BOUNDRY OF THE PAPAGO INDIAN RESERVATION
 CZ2354'AND THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2354'SOUTHWEST ON THE CHUICHU ROAD FOR 1.7 MILES TO ROAD RIGHT.  TURN
 CZ2354'RIGHT AND GO NORTHWEST AND THEN GO WEST 2.2 MILES TO A SHARP TURN
 CZ2354'RIGHT.  TURN NORTH ON MAIN ROAD AND GO 0.5 MILE TO TURN LEFT
 CZ2354'(NORTHWEST).  CONTINUE NORTHWEST FOR 3.6 MILES TO STATION SITE.
 CZ2354
 CZ2354                          STATION RECOVERY (2007)
 CZ2354
 CZ2354'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0791 ***********************************************************************
 ES0791  DESIGNATION -  X 500
 ES0791  PID         -  ES0791
 ES0791  STATE/COUNTY-  AZ/NAVAJO
 ES0791  USGS QUAD   -  PORTER CANYON (1986)
 ES0791
 ES0791                         *CURRENT SURVEY CONTROL
 ES0791  ___________________________________________________________________
 ES0791* NAD 83(1986)-  34 48 58.     (N)    110 08 24.     (W)     SCALED    
 ES0791* NAVD 88     -      1637.859  (meters)    5373.54   (feet)  ADJUSTED  
 ES0791  ___________________________________________________________________
 ES0791  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0791  DYNAMIC HT  -        1635.584 (meters)    5366.08  (feet)  COMP
 ES0791  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 ES0791
 ES0791  VERT ORDER  -  FIRST     CLASS II
 ES0791
 ES0791.The horizontal coordinates were scaled from a topographic map and have
 ES0791.an estimated accuracy of +/- 6 seconds.
 ES0791
 ES0791.The orthometric height was determined by differential leveling
 ES0791.and adjusted in June 1991.
 ES0791
 ES0791.The geoid height was determined by GEOID03.
 ES0791
 ES0791.The dynamic height is computed by dividing the NAVD 88
 ES0791.geopotential number by the normal gravity value computed on the
 ES0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0791.degrees latitude (g = 980.6199 gals.).
 ES0791
 ES0791.The modeled gravity was interpolated from observed gravity values.
 ES0791
 ES0791;                    North         East    Units  Estimated Accuracy
 ES0791;SPC AZ E     -   423,180.      215,800.      MT  (+/- 180 meters Scaled)
 ES0791
 ES0791                          SUPERSEDED SURVEY CONTROL
 ES0791
 ES0791.No superseded survey control is available for this station.
 ES0791
 ES0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD786529(NAD 83)
 ES0791_MARKER: I = METAL ROD
 ES0791_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0791_SP_SET: STAINLESS STEEL ROD
 ES0791_STAMPING: X 500 1983
 ES0791_MARK LOGO: NGS   
 ES0791_PROJECTION: FLUSH
 ES0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0791_ROD/PIPE-DEPTH: 3.4  meters
 ES0791
 ES0791  HISTORY     - Date     Condition        Report By
 ES0791  HISTORY     - 1983     MONUMENTED       NGS
 ES0791
 ES0791                          STATION DESCRIPTION
 ES0791
 ES0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0791'10.1 KM (6.25 MI) SOUTH FROM HOLBROOK.
 ES0791'10.1 KM (6.25 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0791'WITH HOPI DRIVE IN HOLBROOK, 0.6 KM (0.35 MI) NORTH OF MILEPOST 382,
 ES0791'60.0 METERS (196.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.7
 ES0791'METERS (18.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND 0.8
 ES0791'METERS (2.6 FT) SOUTH OF UTILITY POLE NUMBER 3-140.  ACCESS TO
 ES0791'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0791'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST AND FENCE
 ES0791'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0816 ***********************************************************************
 ES0816  DESIGNATION -  X 501
 ES0816  PID         -  ES0816
 ES0816  STATE/COUNTY-  AZ/NAVAJO
 ES0816  USGS QUAD   -  TAYLOR (1970)
 ES0816
 ES0816                         *CURRENT SURVEY CONTROL
 ES0816  ___________________________________________________________________
 ES0816* NAD 83(1986)-  34 24 48.     (N)    110 04 56.     (W)     SCALED    
 ES0816* NAVD 88     -      1755.164  (meters)    5758.40   (feet)  ADJUSTED  
 ES0816  ___________________________________________________________________
 ES0816  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 ES0816  DYNAMIC HT  -        1752.630 (meters)    5750.09  (feet)  COMP
 ES0816  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 ES0816
 ES0816  VERT ORDER  -  FIRST     CLASS II
 ES0816
 ES0816.The horizontal coordinates were scaled from a topographic map and have
 ES0816.an estimated accuracy of +/- 6 seconds.
 ES0816
 ES0816.The orthometric height was determined by differential leveling
 ES0816.and adjusted in June 1991.
 ES0816
 ES0816.The geoid height was determined by GEOID03.
 ES0816
 ES0816.The dynamic height is computed by dividing the NAVD 88
 ES0816.geopotential number by the normal gravity value computed on the
 ES0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0816.degrees latitude (g = 980.6199 gals.).
 ES0816
 ES0816.The modeled gravity was interpolated from observed gravity values.
 ES0816
 ES0816;                    North         East    Units  Estimated Accuracy
 ES0816;SPC AZ E     -   378,500.      221,120.      MT  (+/- 180 meters Scaled)
 ES0816
 ES0816                          SUPERSEDED SURVEY CONTROL
 ES0816
 ES0816.No superseded survey control is available for this station.
 ES0816
 ES0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD843083(NAD 83)
 ES0816_MARKER: DB = BENCH MARK DISK
 ES0816_SETTING: 66 = SET IN ROCK OUTCROP
 ES0816_SP_SET: ROCK OUTCROP
 ES0816_STAMPING: X 501 1983
 ES0816_MARK LOGO: NGS   
 ES0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0816+STABILITY: POSITION/ELEVATION WELL
 ES0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0816+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ES0816
 ES0816  HISTORY     - Date     Condition        Report By
 ES0816  HISTORY     - 1983     MONUMENTED       NGS
 ES0816  HISTORY     - 20040819 GOOD             USPSQD
 ES0816
 ES0816                          STATION DESCRIPTION
 ES0816
 ES0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0816'19.7 KM (12.25 MI) NORT FROM SHOW LOW.
 ES0816'19.7 KM (12.25 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0816'WITH STATE HIGHWAY 260 IN SHOW LOW, IN THE CENTER OF THE NORTHEAST END
 ES0816'OF A 30 BY 150 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 39.5 METERS
 ES0816'(129.6 FT) SOUTH OF MILEPOST 354, 30.0 METERS (98.4 FT) SOUTHWEST OF
 ES0816'THE CENTERLINE OF THE HIGHWAY, 24.0 METERS (78.7 FT) SOUTHWEST OF THE
 ES0816'NORTHWEST END OF A HIGHWAY CUT, 2.4 METERS (7.9 FT) SOUTHWEST OF
 ES0816'UTILITY POLE NUMBER 29-6 AND 0.8 METER (2.6 FT) OF A FENCE.
 ES0816'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0816'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 ES0816
 ES0816                          STATION RECOVERY (2004)
 ES0816
 ES0816'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0816'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0826 ***********************************************************************
 ES0826  DESIGNATION -  X 502
 ES0826  PID         -  ES0826
 ES0826  STATE/COUNTY-  AZ/NAVAJO
 ES0826  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0826
 ES0826                         *CURRENT SURVEY CONTROL
 ES0826  ___________________________________________________________________
 ES0826* NAD 83(1986)-  34 19 19.     (N)    110 02 35.     (W)     SCALED    
 ES0826* NAVD 88     -      1905.007  (meters)    6250.01   (feet)  ADJUSTED  
 ES0826  ___________________________________________________________________
 ES0826  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ES0826  DYNAMIC HT  -        1902.186 (meters)    6240.76  (feet)  COMP
 ES0826  MODELED GRAV-     979,086.9   (mgal)                       NAVD 88
 ES0826
 ES0826  VERT ORDER  -  FIRST     CLASS II
 ES0826
 ES0826.The horizontal coordinates were scaled from a topographic map and have
 ES0826.an estimated accuracy of +/- 6 seconds.
 ES0826
 ES0826.The orthometric height was determined by differential leveling
 ES0826.and adjusted in June 1991.
 ES0826
 ES0826.The geoid height was determined by GEOID03.
 ES0826
 ES0826.The dynamic height is computed by dividing the NAVD 88
 ES0826.geopotential number by the normal gravity value computed on the
 ES0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0826.degrees latitude (g = 980.6199 gals.).
 ES0826
 ES0826.The modeled gravity was interpolated from observed gravity values.
 ES0826
 ES0826;                    North         East    Units  Estimated Accuracy
 ES0826;SPC AZ E     -   368,370.      224,740.      MT  (+/- 180 meters Scaled)
 ES0826
 ES0826                          SUPERSEDED SURVEY CONTROL
 ES0826
 ES0826.No superseded survey control is available for this station.
 ES0826
 ES0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC880982(NAD 83)
 ES0826_MARKER: DB = BENCH MARK DISK
 ES0826_SETTING: 66 = SET IN ROCK OUTCROP
 ES0826_SP_SET: ROCK OUTCROP
 ES0826_STAMPING: X 502 1983
 ES0826_MARK LOGO: NGS   
 ES0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0826
 ES0826  HISTORY     - Date     Condition        Report By
 ES0826  HISTORY     - 1983     MONUMENTED       NGS
 ES0826
 ES0826                          STATION DESCRIPTION
 ES0826
 ES0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0826'8.5 KM (5.3 MI) NORTH FROM SHOW LOW.
 ES0826'8.5 KM (5.3 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0826'WITH STATE HIGHWAY 260 IN SHOW LOW, IN THE CENTER OF A 3 BY 6 FT
 ES0826'EXPOSED AREA OF OUTCROPPING BEDROCK, 35.0 METERS (114.8 FT) NORTH OF
 ES0826'THE NORTH END OF A DOUBLE BOX CULVERT, 27.8 METERS (91.2 FT) NORTHEAST
 ES0826'OF THE CENTERLINE OF THE HIGHWAY, 24.9 METERS (81.7 FT) EAST OF
 ES0826'MILEPOST 347, 12.7 METERS (41.7 FT) NORTHWEST OF A FENCE CORNER AND
 ES0826'1.5 METERS (4.9 FT) SOUTHWEST OF A FENCE.
 ES0826'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 ES0826'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0528 ***********************************************************************
 FQ0528  DESIGNATION -  X 503
 FQ0528  PID         -  FQ0528
 FQ0528  STATE/COUNTY-  AZ/COCONINO
 FQ0528  USGS QUAD   -  TUCKER MESA (1983)
 FQ0528
 FQ0528                         *CURRENT SURVEY CONTROL
 FQ0528  ___________________________________________________________________
 FQ0528* NAD 83(1986)-  35 03 10.     (N)    110 47 10.     (W)     SCALED    
 FQ0528* NAVD 88     -      1489.817  (meters)    4887.84   (feet)  ADJUSTED  
 FQ0528  ___________________________________________________________________
 FQ0528  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0528  DYNAMIC HT  -        1487.847 (meters)    4881.38  (feet)  COMP
 FQ0528  MODELED GRAV-     979,260.4   (mgal)                       NAVD 88
 FQ0528
 FQ0528  VERT ORDER  -  FIRST     CLASS II
 FQ0528
 FQ0528.The horizontal coordinates were scaled from a topographic map and have
 FQ0528.an estimated accuracy of +/- 6 seconds.
 FQ0528
 FQ0528.The orthometric height was determined by differential leveling
 FQ0528.and adjusted in June 1991.
 FQ0528
 FQ0528.The geoid height was determined by GEOID03.
 FQ0528
 FQ0528.The dynamic height is computed by dividing the NAVD 88
 FQ0528.geopotential number by the normal gravity value computed on the
 FQ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0528.degrees latitude (g = 980.6199 gals.).
 FQ0528
 FQ0528.The modeled gravity was interpolated from observed gravity values.
 FQ0528
 FQ0528;                    North         East    Units  Estimated Accuracy
 FQ0528;SPC AZ C     -   450,010.      316,490.      MT  (+/- 180 meters Scaled)
 FQ0528
 FQ0528                          SUPERSEDED SURVEY CONTROL
 FQ0528
 FQ0528.No superseded survey control is available for this station.
 FQ0528
 FQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD195789(NAD 83)
 FQ0528_MARKER: DB = BENCH MARK DISK
 FQ0528_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0528_SP_SET: ROCK OUTCROP
 FQ0528_STAMPING: X 503 1983
 FQ0528_MARK LOGO: NGS   
 FQ0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0528
 FQ0528  HISTORY     - Date     Condition        Report By
 FQ0528  HISTORY     - 1983     MONUMENTED       NGS
 FQ0528
 FQ0528                          STATION DESCRIPTION
 FQ0528
 FQ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0528'9.0 KM (5.6 MI) WEST FROM WINSLOW.
 FQ0528'9.0 KM (5.6 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 FQ0528'40 FROM THE POST OFFICE IN WINSLOW, 0.6 KM (0.35 MI) SOUTHEAST OF
 FQ0528'MILEPOST 248, IN THE CENTER OF A 4 BY 6 FT EXPOSED AREA OF OUTCROPPING
 FQ0528'BEDROCK, 16.5 METERS (54.1 FT) SOUTHWEST OF A FENCE AND 13.9 METERS
 FQ0528'(45.6 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 FQ0528'HIGHWAY.
 FQ0528'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FQ0528'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0533 ***********************************************************************
 FQ0533  DESIGNATION -  X 504
 FQ0533  PID         -  FQ0533
 FQ0533  STATE/COUNTY-  AZ/COCONINO
 FQ0533  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0533
 FQ0533                         *CURRENT SURVEY CONTROL
 FQ0533  ___________________________________________________________________
 FQ0533* NAD 83(1986)-  35 05 46.     (N)    110 56 32.     (W)     SCALED    
 FQ0533* NAVD 88     -      1535.984  (meters)    5039.31   (feet)  ADJUSTED  
 FQ0533  ___________________________________________________________________
 FQ0533  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 FQ0533  DYNAMIC HT  -        1533.938 (meters)    5032.59  (feet)  COMP
 FQ0533  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 FQ0533
 FQ0533  VERT ORDER  -  FIRST     CLASS II
 FQ0533
 FQ0533.The horizontal coordinates were scaled from a topographic map and have
 FQ0533.an estimated accuracy of +/- 6 seconds.
 FQ0533
 FQ0533.The orthometric height was determined by differential leveling
 FQ0533.and adjusted in June 1991.
 FQ0533
 FQ0533.The geoid height was determined by GEOID03.
 FQ0533
 FQ0533.The dynamic height is computed by dividing the NAVD 88
 FQ0533.geopotential number by the normal gravity value computed on the
 FQ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0533.degrees latitude (g = 980.6199 gals.).
 FQ0533
 FQ0533.The modeled gravity was interpolated from observed gravity values.
 FQ0533
 FQ0533;                    North         East    Units  Estimated Accuracy
 FQ0533;SPC AZ C     -   454,670.      302,200.      MT  (+/- 180 meters Scaled)
 FQ0533
 FQ0533                          SUPERSEDED SURVEY CONTROL
 FQ0533
 FQ0533.No superseded survey control is available for this station.
 FQ0533
 FQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD052837(NAD 83)
 FQ0533_MARKER: DB = BENCH MARK DISK
 FQ0533_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0533_SP_SET: ROCK OUTCROP
 FQ0533_STAMPING: X 504 1983
 FQ0533_MARK LOGO: NGS   
 FQ0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0533
 FQ0533  HISTORY     - Date     Condition        Report By
 FQ0533  HISTORY     - 1983     MONUMENTED       NGS
 FQ0533
 FQ0533                          STATION DESCRIPTION
 FQ0533
 FQ0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0533'24.0 KM (14.9 MI) WEST FROM WINSLOW.
 FQ0533'24.0 KM (14.9 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0533'HIGHWAY 40 FROM THE POST OFFICE IN WINSLOW, IN THE CENTER OF A 2 BY 8
 FQ0533'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 18.7 METERS (61.4 FT) SOUTH OF
 FQ0533'A FENCE, 12.0 METERS (39.4 FT) NORTH OF THE CENTERLINE OF THE WEST
 FQ0533'BOUND LANES OF THE HIGHWAY AND 10.8 METERS (35.4 FT) EAST OF MILEPOST
 FQ0533'239.
 FQ0533'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0464 ***********************************************************************
 GP0464  DESIGNATION -  X 505
 GP0464  PID         -  GP0464
 GP0464  STATE/COUNTY-  AZ/COCONINO
 GP0464  USGS QUAD   -  TUBA CITY (1969)
 GP0464
 GP0464                         *CURRENT SURVEY CONTROL
 GP0464  ___________________________________________________________________
 GP0464* NAD 83(1986)-  36 08 03.     (N)    111 10 43.     (W)     SCALED    
 GP0464* NAVD 88     -      1536.284  (meters)    5040.29   (feet)  ADJUSTED  
 GP0464  ___________________________________________________________________
 GP0464  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 GP0464  DYNAMIC HT  -        1534.348 (meters)    5033.94  (feet)  COMP
 GP0464  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 GP0464
 GP0464  VERT ORDER  -  FIRST     CLASS II
 GP0464
 GP0464.The horizontal coordinates were scaled from a topographic map and have
 GP0464.an estimated accuracy of +/- 6 seconds.
 GP0464
 GP0464.The orthometric height was determined by differential leveling
 GP0464.and adjusted in June 1991.
 GP0464
 GP0464.The geoid height was determined by GEOID03.
 GP0464
 GP0464.The dynamic height is computed by dividing the NAVD 88
 GP0464.geopotential number by the normal gravity value computed on the
 GP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0464.degrees latitude (g = 980.6199 gals.).
 GP0464
 GP0464.The modeled gravity was interpolated from observed gravity values.
 GP0464
 GP0464;                    North         East    Units  Estimated Accuracy
 GP0464;SPC AZ C     -   569,650.      279,790.      MT  (+/- 180 meters Scaled)
 GP0464
 GP0464                          SUPERSEDED SURVEY CONTROL
 GP0464
 GP0464.No superseded survey control is available for this station.
 GP0464
 GP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE839988(NAD 83)
 GP0464_MARKER: I = METAL ROD
 GP0464_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0464+WITH SETTING: INFORMATION.
 GP0464_SP_SET: SHALLOW SET METAL ROD
 GP0464_STAMPING: X 505 1983
 GP0464_MARK LOGO: NGS   
 GP0464_PROJECTION: FLUSH
 GP0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0464_ROD/PIPE-DEPTH: 2.1  meters
 GP0464
 GP0464  HISTORY     - Date     Condition        Report By
 GP0464  HISTORY     - 1983     MONUMENTED       NGS
 GP0464
 GP0464                          STATION DESCRIPTION
 GP0464
 GP0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0464'4.9 KM (3.05 MI) NE FROM TUBA CITY.
 GP0464'4.9 KM (3.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0464'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.4 KM (0.25 MI)
 GP0464'SOUTHWEST OF MILEPOST 325, 22.7 METERS (74.5 FT) SOUTHEAST OF THE
 GP0464'CENTERLINE OF THE HIGHWAY, AND 9.7 METERS (31.6 FT) NORTHWEST OF
 GP0464'UTILITY POLE NUMBER 78 3.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS
 GP0464'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0464'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0464'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0439 ***********************************************************************
 GP0439  DESIGNATION -  X 506
 GP0439  PID         -  GP0439
 GP0439  STATE/COUNTY-  AZ/COCONINO
 GP0439  USGS QUAD   -  COW SPRINGS (1970)
 GP0439
 GP0439                         *CURRENT SURVEY CONTROL
 GP0439  ___________________________________________________________________
 GP0439* NAD 83(1986)-  36 23 43.     (N)    110 52 13.     (W)     SCALED    
 GP0439* NAVD 88     -      1735.002  (meters)    5692.25   (feet)  ADJUSTED  
 GP0439  ___________________________________________________________________
 GP0439  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 GP0439  DYNAMIC HT  -        1732.834 (meters)    5685.14  (feet)  COMP
 GP0439  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 GP0439
 GP0439  VERT ORDER  -  FIRST     CLASS II
 GP0439
 GP0439.The horizontal coordinates were scaled from a topographic map and have
 GP0439.an estimated accuracy of +/- 6 seconds.
 GP0439
 GP0439.The orthometric height was determined by differential leveling
 GP0439.and adjusted in June 1991.
 GP0439
 GP0439.The geoid height was determined by GEOID03.
 GP0439
 GP0439.The dynamic height is computed by dividing the NAVD 88
 GP0439.geopotential number by the normal gravity value computed on the
 GP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0439.degrees latitude (g = 980.6199 gals.).
 GP0439
 GP0439.The modeled gravity was interpolated from observed gravity values.
 GP0439
 GP0439;                    North         East    Units  Estimated Accuracy
 GP0439;SPC AZ C     -   598,880.      307,230.      MT  (+/- 180 meters Scaled)
 GP0439
 GP0439                          SUPERSEDED SURVEY CONTROL
 GP0439
 GP0439.No superseded survey control is available for this station.
 GP0439
 GP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF116278(NAD 83)
 GP0439_MARKER: DB = BENCH MARK DISK
 GP0439_SETTING: 66 = SET IN ROCK OUTCROP
 GP0439_SP_SET: ROCK OUTCROP
 GP0439_STAMPING: X 506 1983
 GP0439_MARK LOGO: NGS   
 GP0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0439+STABILITY: POSITION/ELEVATION WELL
 GP0439
 GP0439  HISTORY     - Date     Condition        Report By
 GP0439  HISTORY     - 1983     MONUMENTED       NGS
 GP0439
 GP0439                          STATION DESCRIPTION
 GP0439
 GP0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0439'46.3 KM (28.75 MI) NE FROM TUBA CITY.
 GP0439'46.3 KM (28.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0439'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.5 KM (0.3 MI)
 GP0439'NORTHEAST OF MILEPOST 350, IN THE CENTER OF THE SOUTHWEST 1/3 OF A 35
 GP0439'BY 135-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 41.2 METERS
 GP0439'(135.2 FT) SOUTHEAST OF A FENCE, 26.3 METERS (86.3 FT) NORTHEAST OF
 GP0439'THE CENTERLINE OF THE HIGHWAY, 16.4 METERS (53.8 FT) NORTHEAST OF THE
 GP0439'SOUTHWEST EDGE OF THE OUTCROP, 5.3 METERS (17.4 FT) WEST OF THE CENTER
 GP0439'OF A DIRT ROAD LEADING NORTH, AND 4.9 METERS (16.1 FT) EAST OF THE
 GP0439'WEST EDGE OF THE OUTCROP.
 GP0439'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 GP0439'THE MARK IS 5.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0482 ***********************************************************************
 FQ0482  DESIGNATION -  X 508
 FQ0482  PID         -  FQ0482
 FQ0482  STATE/COUNTY-  AZ/COCONINO
 FQ0482  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0482
 FQ0482                         *CURRENT SURVEY CONTROL
 FQ0482  ___________________________________________________________________
 FQ0482* NAD 83(1986)-  35 32 22.     (N)    111 32 25.     (W)     SCALED    
 FQ0482* NAVD 88     -      1752.488  (meters)    5749.62   (feet)  ADJUSTED  
 FQ0482  ___________________________________________________________________
 FQ0482  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FQ0482  DYNAMIC HT  -        1750.198 (meters)    5742.11  (feet)  COMP
 FQ0482  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 FQ0482
 FQ0482  VERT ORDER  -  FIRST     CLASS II
 FQ0482
 FQ0482.The horizontal coordinates were scaled from a topographic map and have
 FQ0482.an estimated accuracy of +/- 6 seconds.
 FQ0482
 FQ0482.The orthometric height was determined by differential leveling
 FQ0482.and adjusted in June 1991.
 FQ0482
 FQ0482.The geoid height was determined by GEOID03.
 FQ0482
 FQ0482.The dynamic height is computed by dividing the NAVD 88
 FQ0482.geopotential number by the normal gravity value computed on the
 FQ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0482.degrees latitude (g = 980.6199 gals.).
 FQ0482
 FQ0482.The modeled gravity was interpolated from observed gravity values.
 FQ0482
 FQ0482;                    North         East    Units  Estimated Accuracy
 FQ0482;SPC AZ C     -   503,480.      247,490.      MT  (+/- 180 meters Scaled)
 FQ0482
 FQ0482                          SUPERSEDED SURVEY CONTROL
 FQ0482
 FQ0482.No superseded survey control is available for this station.
 FQ0482
 FQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE510330(NAD 83)
 FQ0482_MARKER: DB = BENCH MARK DISK
 FQ0482_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FQ0482+WITH SETTING: PAVEMENT
 FQ0482_SP_SET: TOWER LEG
 FQ0482_STAMPING: X 508 1983
 FQ0482_MARK LOGO: NGS   
 FQ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0482+STABILITY: SURFACE MOTION
 FQ0482
 FQ0482  HISTORY     - Date     Condition        Report By
 FQ0482  HISTORY     - 1983     MONUMENTED       NGS
 FQ0482
 FQ0482                          STATION DESCRIPTION
 FQ0482
 FQ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0482'48.6 KM (30.2 MI) NORTH FROM FLAGSTAFF.
 FQ0482'48.6 KM (30.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0482'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE ANTELOPE HILLS
 FQ0482'TRADING POST, IN TOP OF THE EAST CONCRETE LEG OF A POWER LINE TOWER,
 FQ0482'85.3 METERS (280 FT) WEST OF THE HIGHWAY CENTERLINE.
 FQ0482'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0027 ***********************************************************************
 GQ0027  DESIGNATION -  X 51
 GQ0027  PID         -  GQ0027
 GQ0027  STATE/COUNTY-  AZ/COCONINO
 GQ0027  USGS QUAD   -  WARM SPRINGS CANYON (1988)
 GQ0027
 GQ0027                         *CURRENT SURVEY CONTROL
 GQ0027  ___________________________________________________________________
 GQ0027* NAD 83(1986)-  36 44 57.     (N)    112 15 48.     (W)     SCALED    
 GQ0027* NAVD 88     -      2322.197  (meters)    7618.74   (feet)  POSTED    
 GQ0027  ___________________________________________________________________
 GQ0027  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 GQ0027  DYNAMIC HT  -        2319.170 (meters)    7608.81  (feet)  COMP
 GQ0027  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 GQ0027
 GQ0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0027
 GQ0027.The horizontal coordinates were scaled from a topographic map and have
 GQ0027.an estimated accuracy of +/- 6 seconds.
 GQ0027
 GQ0027.The orthometric height was determined by differential leveling
 GQ0027.and adjusted by the  in 1992.
 GQ0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0027.rate of 0.0 thru 1.0 mm/km.
 GQ0027
 GQ0027.The geoid height was determined by GEOID03.
 GQ0027
 GQ0027.The dynamic height is computed by dividing the NAVD 88
 GQ0027.geopotential number by the normal gravity value computed on the
 GQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0027.degrees latitude (g = 980.6199 gals.).
 GQ0027
 GQ0027.The modeled gravity was interpolated from observed gravity values.
 GQ0027
 GQ0027;                    North         East    Units  Estimated Accuracy
 GQ0027;SPC AZ C     -   637,690.      182,410.      MT  (+/- 180 meters Scaled)
 GQ0027
 GQ0027                          SUPERSEDED SURVEY CONTROL
 GQ0027
 GQ0027  NGVD 29 (??/??/92) 2321.016  (m)         7614.87   (f) ADJ UNCH    1 2
 GQ0027
 GQ0027.Superseded values are not recommended for survey control.
 GQ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0027.See file dsdata.txt to determine how the superseded data were derived.
 GQ0027
 GQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF872677(NAD 83)
 GQ0027_MARKER: DB = BENCH MARK DISK
 GQ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0027_STAMPING: X 51 1934
 GQ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0027+STABILITY: SURFACE MOTION
 GQ0027
 GQ0027  HISTORY     - Date     Condition        Report By
 GQ0027  HISTORY     - 1934     MONUMENTED       CGS
 GQ0027  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0027
 GQ0027                          STATION DESCRIPTION
 GQ0027
 GQ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0027'4.8 MI NW FROM JACOB LAKE.
 GQ0027'4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0027'COUNTY, 68 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE
 GQ0027'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED X 51 1934 AND SET IN
 GQ0027'THE TOP OF A CONCRETE POST.
 GQ0027
 GQ0027                          STATION RECOVERY (1966)
 GQ0027
 GQ0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2353 ***********************************************************************
 CZ2353  DESIGNATION -  X 51
 CZ2353  PID         -  CZ2353
 CZ2353  STATE/COUNTY-  AZ/PINAL
 CZ2353  USGS QUAD   -  CHUICHU (1992)
 CZ2353
 CZ2353                         *CURRENT SURVEY CONTROL
 CZ2353  ___________________________________________________________________
 CZ2353* NAD 83(1992)-  32 46 39.57953(N)    111 51 38.88001(W)     ADJUSTED  
 CZ2353* NAVD 88     -       425.66   (+/-2cm)    1396.5    (feet)  VERTCON   
 CZ2353  ___________________________________________________________________
 CZ2353  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 CZ2353  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ2353  HORZ ORDER  -  FIRST
 CZ2353  VERT ORDER  -  THIRD ? (See Below)
 CZ2353
 CZ2353.The horizontal coordinates were established by classical geodetic methods
 CZ2353.and adjusted by the National Geodetic Survey in August 1993.
 CZ2353
 CZ2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2353.The vertical order pertains to the NGVD 29 superseded value.
 CZ2353
 CZ2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2353
 CZ2353.The geoid height was determined by GEOID03.
 CZ2353
 CZ2353;                    North         East     Units Scale Factor Converg.
 CZ2353;SPC AZ C     -   197,097.440   218,593.452   MT  0.99990034   +0 01 48.9
 CZ2353;SPC AZ C     -   646,645.14    717,170.12   iFT  0.99990034   +0 01 48.9
 CZ2353;UTM  12      - 3,626,966.716   419,385.304   MT  0.99968013   -0 27 57.8
 CZ2353
 CZ2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2353!SPC AZ C     -   0.99993794  x   0.99990034  =   0.99983829
 CZ2353!UTM  12      -   0.99993794  x   0.99968013  =   0.99961809
 CZ2353
 CZ2353|---------------------------------------------------------------------|
 CZ2353| PID    Reference Object                     Distance      Geod. Az  |
 CZ2353|                                                           dddmmss.s |
 CZ2353| CH6212 X 51 RM E                             8.831 METERS 08845     |
 CZ2353| CH6213 X 51 RM S                             8.823 METERS 17847     |
 CZ2353| CZ2363 W 51X                               APPROX. 2.3 KM 2724237.8 |
 CZ2353|---------------------------------------------------------------------|
 CZ2353
 CZ2353                          SUPERSEDED SURVEY CONTROL
 CZ2353
 CZ2353  NAD 83(1986)-  32 46 39.57296(N)    111 51 38.88047(W) AD(       ) 1
 CZ2353  NAD 27      -  32 46 39.37210(N)    111 51 36.41093(W) AD(       ) 1
 CZ2353  NGVD 29 (07/19/86)  425.05   (m)         1394.5    (f) LEVELING    3  
 CZ2353
 CZ2353.Superseded values are not recommended for survey control.
 CZ2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2353.See file dsdata.txt to determine how the superseded data were derived.
 CZ2353
 CZ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1938526967(NAD 83)
 CZ2353_MARKER: DD = SURVEY DISK
 CZ2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2353
 CZ2353  HISTORY     - Date     Condition        Report By
 CZ2353  HISTORY     - 1966     MONUMENTED       DMA
 CZ2353
 CZ2353                          STATION DESCRIPTION
 CZ2353
 CZ2353'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2353'T-7-S.  R-5-E.  IN SECTION 30 NEAR THE SOUTHEAST CORNER.
 CZ2353'
 CZ2353'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2353'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2353'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2353'STAMPED--X 51 1966 ARMY MAP SERVICE.
 CZ2353'
 CZ2353'THE STATION MARK IS LOCATED 23 FEET WEST OF THE NORTH-SOUTH
 CZ2353'TRAIL.  66 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 CZ2353'TRAIL.  103 FEET NORTHWEST OF THE SECTION CORNER.
 CZ2353'
 CZ2353'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2353'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2353'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2353'GO NORTHWEST AND WEST FOR 2.2 MILES TO A SHARP CURVE RIGHT AND
 CZ2353'TRAIL WEST.  CONTINUE ON MAIN ROAD NORTH AND THENCE NORTHWEST FOR
 CZ2353'2.1 MILES TO CROSS ROAD (UNDERGROUND GAS LINE) TURN LEFT AND GO
 CZ2353'SOUTHWEST FOR 0.1 MILE TO A TRAIL WEST.  TURN RIGHT AND GO WEST
 CZ2353'FOR 0.4 MILE TO Y 51 (A.M.S. SURVEY MONUMENT) CONTINUE WEST
 CZ2353'ALONG TRACK ROAD FOR 1.0 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0348 ***********************************************************************
 GP0348  DESIGNATION -  X 510
 GP0348  PID         -  GP0348
 GP0348  STATE/COUNTY-  AZ/COCONINO
 GP0348  USGS QUAD   -  SHADOW MTN WELL (1982)
 GP0348
 GP0348                         *CURRENT SURVEY CONTROL
 GP0348  ___________________________________________________________________
 GP0348* NAD 83(1986)-  36 06 43.     (N)    111 23 45.     (W)     SCALED    
 GP0348* NAVD 88     -      1390.155  (meters)    4560.87   (feet)  ADJUSTED  
 GP0348  ___________________________________________________________________
 GP0348  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 GP0348  DYNAMIC HT  -        1388.452 (meters)    4555.28  (feet)  COMP
 GP0348  MODELED GRAV-     979,359.7   (mgal)                       NAVD 88
 GP0348
 GP0348  VERT ORDER  -  FIRST     CLASS II
 GP0348
 GP0348.The horizontal coordinates were scaled from a topographic map and have
 GP0348.an estimated accuracy of +/- 6 seconds.
 GP0348
 GP0348.The orthometric height was determined by differential leveling
 GP0348.and adjusted in June 1991.
 GP0348
 GP0348.The geoid height was determined by GEOID03.
 GP0348
 GP0348.The dynamic height is computed by dividing the NAVD 88
 GP0348.geopotential number by the normal gravity value computed on the
 GP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0348.degrees latitude (g = 980.6199 gals.).
 GP0348
 GP0348.The modeled gravity was interpolated from observed gravity values.
 GP0348
 GP0348;                    North         East    Units  Estimated Accuracy
 GP0348;SPC AZ C     -   567,060.      260,250.      MT  (+/- 180 meters Scaled)
 GP0348
 GP0348                          SUPERSEDED SURVEY CONTROL
 GP0348
 GP0348.No superseded survey control is available for this station.
 GP0348
 GP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE643964(NAD 83)
 GP0348_MARKER: DB = BENCH MARK DISK
 GP0348_SETTING: 66 = SET IN ROCK OUTCROP
 GP0348_SP_SET: ROCK OUTCROP
 GP0348_STAMPING: X 510 1983
 GP0348_MARK LOGO: NGS   
 GP0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0348
 GP0348  HISTORY     - Date     Condition        Report By
 GP0348  HISTORY     - 1983     MONUMENTED       NGS
 GP0348
 GP0348                          STATION DESCRIPTION
 GP0348
 GP0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0348'26.7 KM (16.6 MI) NORTH FROM CAMERON.
 GP0348'26.7 KM (16.6 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0348'CAMERON, IN TOP OF A PORTION OF RED SANDSTONE OUTCROP AT THE CENTER OF
 GP0348'A SMALL WASH AND ON THE SOUTH EDGE OF A DIM TRACK ROAD LEADING WEST
 GP0348'OVER A HILL, 0.35 KM (0.25 MI) NORTH OF MILEPOST 483, 26.0 METERS (85
 GP0348'FT) WEST OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) SOUTHWEST OF
 GP0348'THE WEST END OF 36-INCH CORRUGATED METAL PIPE CULVERT, 53.0 METERS
 GP0348'(174 FT) NORTHEAST OF THE NORTH END OF THE RIGHT OF WAY FENCE.
 GP0348'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GP0348'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0473 ***********************************************************************
 FQ0473  DESIGNATION -  X 511
 FQ0473  PID         -  FQ0473
 FQ0473  STATE/COUNTY-  AZ/COCONINO
 FQ0473  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0473
 FQ0473                         *CURRENT SURVEY CONTROL
 FQ0473  ___________________________________________________________________
 FQ0473* NAD 83(1986)-  35 24 55.     (N)    111 34 20.     (W)     SCALED    
 FQ0473* NAVD 88     -      2041.754  (meters)    6698.65   (feet)  ADJUSTED  
 FQ0473  ___________________________________________________________________
 FQ0473  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FQ0473  DYNAMIC HT  -        2038.958 (meters)    6689.48  (feet)  COMP
 FQ0473  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 FQ0473
 FQ0473  VERT ORDER  -  FIRST     CLASS II
 FQ0473
 FQ0473.The horizontal coordinates were scaled from a topographic map and have
 FQ0473.an estimated accuracy of +/- 6 seconds.
 FQ0473
 FQ0473.The orthometric height was determined by differential leveling
 FQ0473.and adjusted in June 1991.
 FQ0473
 FQ0473.The geoid height was determined by GEOID03.
 FQ0473
 FQ0473.The dynamic height is computed by dividing the NAVD 88
 FQ0473.geopotential number by the normal gravity value computed on the
 FQ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0473.degrees latitude (g = 980.6199 gals.).
 FQ0473
 FQ0473.The modeled gravity was interpolated from observed gravity values.
 FQ0473
 FQ0473;                    North         East    Units  Estimated Accuracy
 FQ0473;SPC AZ C     -   489,700.      244,640.      MT  (+/- 180 meters Scaled)
 FQ0473
 FQ0473                          SUPERSEDED SURVEY CONTROL
 FQ0473
 FQ0473.No superseded survey control is available for this station.
 FQ0473
 FQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE480192(NAD 83)
 FQ0473_MARKER: DB = BENCH MARK DISK
 FQ0473_SETTING: 80 = SET IN A BOULDER
 FQ0473_SP_SET: BOULDER
 FQ0473_STAMPING: X 511 1983
 FQ0473_MARK LOGO: NGS   
 FQ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0473
 FQ0473  HISTORY     - Date     Condition        Report By
 FQ0473  HISTORY     - 1983     MONUMENTED       NGS
 FQ0473
 FQ0473                          STATION DESCRIPTION
 FQ0473
 FQ0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0473'34.4 KM (21.4 MI) NORTH FROM FLAGSTAFF.
 FQ0473'34.4 KM (21.4 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0473'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT A SMALL PULLOUT ON THE
 FQ0473'EAST SIDE OF THE HIGHWAY, IN TOP OF A 5 BY 7 FOOT EMBEDDED BOULDER
 FQ0473'PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND, 0.8 KM (0.5 MI)
 FQ0473'NORTH OF MILEPOST 433, 37.7 METERS (124 FT) EAST OF THE HIGHWAY
 FQ0473'CENTERLINE, 1.2 METERS (4 FT) EAST OF THE RIGHT OF WAY FENCE.
 FQ0473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0413 ***********************************************************************
 GP0413  DESIGNATION -  X 512
 GP0413  PID         -  GP0413
 GP0413  STATE/COUNTY-  AZ/NAVAJO
 GP0413  USGS QUAD   -  MARSH PASS (1968)
 GP0413
 GP0413                         *CURRENT SURVEY CONTROL
 GP0413  ___________________________________________________________________
 GP0413* NAD 83(1986)-  36 38 47.     (N)    110 26 01.     (W)     SCALED    
 GP0413* NAVD 88     -      1908.598  (meters)    6261.79   (feet)  ADJUSTED  
 GP0413  ___________________________________________________________________
 GP0413  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 GP0413  DYNAMIC HT  -        1906.241 (meters)    6254.06  (feet)  COMP
 GP0413  MODELED GRAV-     979,327.6   (mgal)                       NAVD 88
 GP0413
 GP0413  VERT ORDER  -  FIRST     CLASS II
 GP0413
 GP0413.The horizontal coordinates were scaled from a topographic map and have
 GP0413.an estimated accuracy of +/- 6 seconds.
 GP0413
 GP0413.The orthometric height was determined by differential leveling
 GP0413.and adjusted in June 1991.
 GP0413
 GP0413.The geoid height was determined by GEOID03.
 GP0413
 GP0413.The dynamic height is computed by dividing the NAVD 88
 GP0413.geopotential number by the normal gravity value computed on the
 GP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0413.degrees latitude (g = 980.6199 gals.).
 GP0413
 GP0413.The modeled gravity was interpolated from observed gravity values.
 GP0413
 GP0413;                    North         East    Units  Estimated Accuracy
 GP0413;SPC AZ E     -   626,270.      189,490.      MT  (+/- 180 meters Scaled)
 GP0413
 GP0413                          SUPERSEDED SURVEY CONTROL
 GP0413
 GP0413.No superseded survey control is available for this station.
 GP0413
 GP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF506557(NAD 83)
 GP0413_MARKER: DB = BENCH MARK DISK
 GP0413_SETTING: 66 = SET IN ROCK OUTCROP
 GP0413_SP_SET: ROCK OUTCROP
 GP0413_STAMPING: X 512 1983
 GP0413_MARK LOGO: NGS   
 GP0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0413+STABILITY: POSITION/ELEVATION WELL
 GP0413
 GP0413  HISTORY     - Date     Condition        Report By
 GP0413  HISTORY     - 1983     MONUMENTED       NGS
 GP0413  HISTORY     - 19990619 GOOD             LOCSUR
 GP0413
 GP0413                          STATION DESCRIPTION
 GP0413
 GP0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0413'18.8 KM (11.7 MI) SW FROM KAYENTA.
 GP0413'18.8 KM (11.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0413'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 0.2 KM (0.1 MI) SOUTHWEST
 GP0413'OF MILEPOST 382, 0.5 KM (0.3 MI) SOUTHWEST OF THE TSEGI CANYON TRADING
 GP0413'POST, IN THE SOUTHEAST END OF THE SOUTHWEST 1/4 OF A 30- BY 96-FOOT
 GP0413'EXPOSED AREA OF OUTCROPPING BEDROCK AT THE SOUTHWEST END OF A STEEP
 GP0413'HILL, 25.8 METERS (84.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 GP0413'HIGHWAY, 3.8 METERS (12.5 FT) SOUTHEAST OF A FENCE, 3.1 METERS
 GP0413'(10.2 FT) NORTHWEST OF THE SOUTHWEST EDGE OF THE OUTCROP, AND
 GP0413'0.7 METER (2.3 FT) NORTHEAST OF THE SOUTHEAST EDGE OF THE OUTCROP.
 GP0413'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GP0413'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 GP0413
 GP0413                          STATION RECOVERY (1999)
 GP0413
 GP0413'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (MD)
 GP0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8507 ***********************************************************************
 AH8507  DESIGNATION -  X 513
 AH8507  PID         -  AH8507
 AH8507  STATE/COUNTY-  AZ/MARICOPA
 AH8507  USGS QUAD   -  PARADISE VALLEY (1982)
 AH8507
 AH8507                         *CURRENT SURVEY CONTROL
 AH8507  ___________________________________________________________________
 AH8507* NAD 83(1986)-  33 32 42.     (N)    111 54 23.     (W)     SCALED    
 AH8507* NAVD 88     -       395.316  (meters)    1296.97   (feet)  READJUSTED
 AH8507  ___________________________________________________________________
 AH8507  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AH8507  DYNAMIC HT  -         394.850 (meters)    1295.44  (feet)  COMP
 AH8507  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 AH8507
 AH8507  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AH8507
 AH8507.The horizontal coordinates were scaled from a topographic map and have
 AH8507.an estimated accuracy of +/- 6 seconds.
 AH8507
 AH8507.The orthometric height was determined by differential leveling
 AH8507.and adjusted in July 2002.
 AH8507.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AH8507.distribution rate of 0.0 thru 1.0 mm/km.
 AH8507.The height was derived from older observations constrained to new
 AH8507.heights in a crustal motion area.  The height is approximate in
 AH8507.relation to other heights in its vicinity.
 AH8507
 AH8507.The geoid height was determined by GEOID03.
 AH8507
 AH8507.The dynamic height is computed by dividing the NAVD 88
 AH8507.geopotential number by the normal gravity value computed on the
 AH8507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8507.degrees latitude (g = 980.6199 gals.).
 AH8507
 AH8507.The modeled gravity was interpolated from observed gravity values.
 AH8507
 AH8507;                    North         East    Units  Estimated Accuracy
 AH8507;SPC AZ C     -   282,190.      214,310.      MT  (+/- 180 meters Scaled)
 AH8507
 AH8507                          SUPERSEDED SURVEY CONTROL
 AH8507
 AH8507.No superseded survey control is available for this station.
 AH8507
 AH8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC158120(NAD 83)
 AH8507_MARKER: DD = SURVEY DISK
 AH8507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8507_SP_SET: ABUTMENT
 AH8507_STAMPING: X 513
 AH8507_MARK LOGO: AZ0420
 AH8507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8507+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 AH8507
 AH8507  HISTORY     - Date     Condition        Report By
 AH8507  HISTORY     - UNK      MONUMENTED       AZ0420
 AH8507  HISTORY     - 19990301 GOOD             NGS
 AH8507  HISTORY     - 20070416 MARK NOT FOUND   GEOCAC
 AH8507
 AH8507                          STATION DESCRIPTION
 AH8507
 AH8507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8507'IN SCOTTSDALE, AT THE INTERSECTION OF MCCORMICK PARKWAY AND HAYDEN
 AH8507'ROAD, 35.3 M (115.8 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 AH8507'LANES OF THE ROAD, 32.9 M (107.9 FT) NORTHEAST OF THE CENTERLINE OF
 AH8507'THE NORTHBOUND LANES OF THE PARKWAY, 18.3 M (60.0 FT) SOUTHWEST OF THE
 AH8507'SOUTHWEST CORNER OF HOUSE NUMBER 8106, 3.1 M (10.2 FT) SOUTHWEST OF
 AH8507'THE CENTER OF DEL VENCINO, 2.5 M (8.2 FT) NORTHEAST OF THE CENTER OF A
 AH8507'MANHOLE COVER, AND 2.0 M (6.6 FT) ABOVE THE LEVEL OF HAYDEN ROAD.
 AH8507'NOTE--THE MARK IS ON ROAD RIGHT-OF-WAY.
 AH8507
 AH8507                          STATION RECOVERY (2007)
 AH8507
 AH8507'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AH8507'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 AH8507'MARK. THE MARK MAY STILL BE IN PLACE UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2515 ***********************************************************************
 CZ2515  DESIGNATION -  X 516
 CZ2515  PID         -  CZ2515
 CZ2515  STATE/COUNTY-  AZ/PINAL
 CZ2515  USGS QUAD   -  VALLEY FARMS (1992)
 CZ2515
 CZ2515                         *CURRENT SURVEY CONTROL
 CZ2515  ___________________________________________________________________
 CZ2515* NAD 83(1986)-  32 58 28.     (N)    111 27 19.     (W)     SCALED    
 CZ2515* NAVD 88     -       454.978  (meters)    1492.71   (feet)  ADJUSTED  
 CZ2515  ___________________________________________________________________
 CZ2515  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CZ2515  DYNAMIC HT  -         454.420 (meters)    1490.88  (feet)  COMP
 CZ2515  MODELED GRAV-     979,396.2   (mgal)                       NAVD 88
 CZ2515
 CZ2515  VERT ORDER  -  FIRST     CLASS II
 CZ2515
 CZ2515.The horizontal coordinates were scaled from a topographic map and have
 CZ2515.an estimated accuracy of +/- 6 seconds.
 CZ2515
 CZ2515.The orthometric height was determined by differential leveling
 CZ2515.and adjusted in November 1993.
 CZ2515
 CZ2515.The geoid height was determined by GEOID03.
 CZ2515
 CZ2515.The dynamic height is computed by dividing the NAVD 88
 CZ2515.geopotential number by the normal gravity value computed on the
 CZ2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ2515.degrees latitude (g = 980.6199 gals.).
 CZ2515
 CZ2515.The modeled gravity was interpolated from observed gravity values.
 CZ2515
 CZ2515;                    North         East    Units  Estimated Accuracy
 CZ2515;SPC AZ C     -   219,010.      256,490.      MT  (+/- 180 meters Scaled)
 CZ2515
 CZ2515                          SUPERSEDED SURVEY CONTROL
 CZ2515
 CZ2515.No superseded survey control is available for this station.
 CZ2515
 CZ2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB574485(NAD 83)
 CZ2515_MARKER: I = METAL ROD
 CZ2515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ2515_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ2515_STAMPING: X 516 1992
 CZ2515_MARK LOGO: CGS   
 CZ2515_PROJECTION: FLUSH
 CZ2515_MAGNETIC: I = MARKER IS A STEEL ROD
 CZ2515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CZ2515_ROD/PIPE-DEPTH: 4.8  meters
 CZ2515_SLEEVE-DEPTH  : 0.9 meters
 CZ2515
 CZ2515  HISTORY     - Date     Condition        Report By
 CZ2515  HISTORY     - 1992     MONUMENTED       NGS
 CZ2515  HISTORY     - 20070106 MARK NOT FOUND   GEOCAC
 CZ2515
 CZ2515                          STATION DESCRIPTION
 CZ2515
 CZ2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CZ2515'1.4 KM (0.85 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 CZ2515'THE POST OFFICE IN FLORENCE, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY
 CZ2515'ALONG CANAL ROAD, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG SELLERS
 CZ2515'STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG VAH KI INN ROAD,
 CZ2515'THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG VALLEY FARMS ROAD, THENCE 1.6
 CZ2515'KM (1.00 MI) WESTERLY ALONG KENILWORTH ROAD, 46.6 M (152.9 FT) SOUTH
 CZ2515'OF A UTILITY POLE WITH A GUY CABLE, 41.1 M (134.8 FT) NORTH OF THE
 CZ2515'ROAD CENTERLINE, 9.6 M (31.5 FT) EAST OF THE CENTER OF CLEMANS ROAD,
 CZ2515'9.3 M (30.5 FT) SOUTH OF THE EXTENDED CENTER OF AN IRRIGATION DITCH,
 CZ2515'0.3 M (1.0 FT) ABOVE THE LEVEL OF CLEMANS ROAD, AND 0.4 M (1.3 FT)
 CZ2515'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 CZ2515'THROUGH A 5-INCH LOGO CAP.
 CZ2515
 CZ2515                          STATION RECOVERY (2007)
 CZ2515
 CZ2515'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2515'A GRADER, OR OTHER HEAVY MACHINERY, HAS BEEN ACTIVE AT THE DESCRIBED
 CZ2515'LOCATION. NO WITNESS POST WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2314 ***********************************************************************
 DU2314  DESIGNATION -  X 517
 DU2314  PID         -  DU2314
 DU2314  STATE/COUNTY-  AZ/MARICOPA
 DU2314  USGS QUAD   -  BUCKHORN (1982)
 DU2314
 DU2314                         *CURRENT SURVEY CONTROL
 DU2314  ___________________________________________________________________
 DU2314* NAD 83(1986)-  33 25 22.     (N)    111 44 11.     (W)     SCALED    
 DU2314* NAVD 88     -       402.783  (meters)    1321.46   (feet)  ADJUSTED  
 DU2314  ___________________________________________________________________
 DU2314  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU2314  DYNAMIC HT  -         402.306 (meters)    1319.90  (feet)  COMP
 DU2314  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 DU2314
 DU2314  VERT ORDER  -  FIRST     CLASS II
 DU2314
 DU2314.The horizontal coordinates were scaled from a topographic map and have
 DU2314.an estimated accuracy of +/- 6 seconds.
 DU2314
 DU2314.The orthometric height was determined by differential leveling
 DU2314.and adjusted in November 1993.
 DU2314
 DU2314.The geoid height was determined by GEOID03.
 DU2314
 DU2314.The dynamic height is computed by dividing the NAVD 88
 DU2314.geopotential number by the normal gravity value computed on the
 DU2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2314.degrees latitude (g = 980.6199 gals.).
 DU2314
 DU2314.The modeled gravity was interpolated from observed gravity values.
 DU2314
 DU2314;                    North         East    Units  Estimated Accuracy
 DU2314;SPC AZ C     -   268,650.      230,130.      MT  (+/- 180 meters Scaled)
 DU2314
 DU2314                          SUPERSEDED SURVEY CONTROL
 DU2314
 DU2314.No superseded survey control is available for this station.
 DU2314
 DU2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB315984(NAD 83)
 DU2314_MARKER: I = METAL ROD
 DU2314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2314_SP_SET: STAINLESS STEEL ROD
 DU2314_STAMPING: X 517 1992
 DU2314_MARK LOGO: NGS   
 DU2314_PROJECTION: PROJECTING 3 CENTIMETERS
 DU2314_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2314+STABILITY: POSITION/ELEVATION WELL
 DU2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2314+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DU2314_ROD/PIPE-DEPTH: 4.1  meters
 DU2314
 DU2314  HISTORY     - Date     Condition        Report By
 DU2314  HISTORY     - 1992     MONUMENTED       NGS
 DU2314  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 DU2314
 DU2314                          STATION DESCRIPTION
 DU2314
 DU2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2314'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2314'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU2314'0.8 KM (0.50 MI) NORTHERLY ALONG NORTH GREENFIELD ROAD, 15.2 M (49.9
 DU2314'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD, 7.3 M
 DU2314'(24.0 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 DU2314'LANES OF EAST UNIVERSITY DRIVE, 0.8 M (2.6 FT) WEST OF A SIGNAL LIGHT
 DU2314'POLE, 0.5 M (1.6 FT) EAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTH
 DU2314'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DU2314'5-INCH LOGO CAP.
 DU2314
 DU2314                          STATION RECOVERY (2006)
 DU2314
 DU2314'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2314'BASED ON A DATE STAMPED IN THE SIDEWALK AND THE TRAFFIC LIGHT, THE
 DU2314'INTERSECTION OF GREENFIELD ROAD AND UNIVERSITY DRIVE APPEARS TO HAVE
 DU2314'BEEN UPDATED AND WIDENED IN 1999. THE DISTANCE BETWEEN THE NEW TRAFFIC
 DU2314'LIGHT AND THE NEW HIGH POWER LINE IS MORE THAN 6 FEET. NO WITNESS POST
 DU2314'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2338 ***********************************************************************
 DU2338  DESIGNATION -  X 518
 DU2338  PID         -  DU2338
 DU2338  STATE/COUNTY-  AZ/MARICOPA
 DU2338  USGS QUAD   -  TEMPE (1982)
 DU2338
 DU2338                         *CURRENT SURVEY CONTROL
 DU2338  ___________________________________________________________________
 DU2338* NAD 83(2007)-  33 24 29.95405(N)    111 58 07.19556(W)     NO CHECK  
 DU2338* NAVD 88     -       352.839  (meters)    1157.61   (feet)  ADJUSTED  
 DU2338  ___________________________________________________________________
 DU2338  EPOCH DATE  -        2007.00
 DU2338  X           -  -1,993,929.524 (meters)                     COMP
 DU2338  Y           -  -4,942,929.983 (meters)                     COMP
 DU2338  Z           -   3,492,028.414 (meters)                     COMP
 DU2338  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DU2338  ELLIP HEIGHT-         323.097 (meters)          (02/10/07) NO CHECK
 DU2338  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DU2338  DYNAMIC HT  -         352.434 (meters)    1156.28  (feet)  COMP
 DU2338
 DU2338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU2338  Type    PID    Designation                      North   East  Ellip
 DU2338  -------------------------------------------------------------------
 DU2338  NETWORK DU2338 X 518                             0.18   0.14   1.55
 DU2338  -------------------------------------------------------------------
 DU2338  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 DU2338
 DU2338  VERT ORDER  -  FIRST     CLASS II
 DU2338
 DU2338.The horizontal coordinates were established by GPS observations
 DU2338.and adjusted by the National Geodetic Survey in February 2007.
 DU2338
 DU2338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU2338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU2338.No horizontal observational check was made to the station.
 DU2338.The horizontal coordinates are valid at the epoch date displayed above.
 DU2338.The epoch date for horizontal control is a decimal equivalence
 DU2338.of Year/Month/Day.
 DU2338
 DU2338.The orthometric height was determined by differential leveling
 DU2338.and adjusted in November 1993.
 DU2338
 DU2338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU2338
 DU2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2338
 DU2338.The ellipsoidal height was determined by GPS observations
 DU2338.and is referenced to NAD 83.
 DU2338
 DU2338.The geoid height was determined by GEOID03.
 DU2338
 DU2338.The dynamic height is computed by dividing the NAVD 88
 DU2338.geopotential number by the normal gravity value computed on the
 DU2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2338.degrees latitude (g = 980.6199 gals.).
 DU2338
 DU2338.The modeled gravity was interpolated from observed gravity values.
 DU2338
 DU2338;                    North         East     Units Scale Factor Converg.
 DU2338;SPC AZ C     -   267,034.279   208,523.538   MT  0.99990029   -0 01 43.1
 DU2338;SPC AZ C     -   876,096.72    684,132.34   iFT  0.99990029   -0 01 43.1
 DU2338;UTM  12      - 3,696,974.134   409,928.714   MT  0.99970002   -0 32 00.2
 DU2338
 DU2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2338!SPC AZ C     -   0.99994928  x   0.99990029  =   0.99984957
 DU2338!UTM  12      -   0.99994928  x   0.99970002  =   0.99964931
 DU2338
 DU2338                          SUPERSEDED SURVEY CONTROL
 DU2338
 DU2338  NAD 83(1992)-  33 24 29.95402(N)    111 58 07.19513(W) AD(       ) 1
 DU2338  ELLIP H (05/10/04)  323.104  (m)                       GP(       ) 2 2
 DU2338  NAVD 88 (05/10/04)  352.84   (m)         1157.6    (f) LEVELING    3  
 DU2338
 DU2338.Superseded values are not recommended for survey control.
 DU2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2338.See file dsdata.txt to determine how the superseded data were derived.
 DU2338
 DU2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB0992996974(NAD 83)
 DU2338_MARKER: DV = VERTICAL CONTROL DISK
 DU2338_SETTING: 66 = SET IN ROCK OUTCROP
 DU2338_SP_SET: IN A DRILL HOLE IN BEDROCK
 DU2338_STAMPING: X 518 1992
 DU2338_MARK LOGO: NGS   
 DU2338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2338+STABILITY: POSITION/ELEVATION WELL
 DU2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2338+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU2338
 DU2338  HISTORY     - Date     Condition        Report By
 DU2338  HISTORY     - 1992     MONUMENTED       NGS
 DU2338  HISTORY     - 20040223 GOOD             NGS
 DU2338  HISTORY     - 20060131 GOOD             GEOCAC
 DU2338  HISTORY     - 20080501 GOOD             GEOCAC
 DU2338
 DU2338                          STATION DESCRIPTION
 DU2338
 DU2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2338'2.0 KM (1.25 MI) SOUTHERLY ALONG MILL AVENUE FROM THE POST OFFICE IN
 DU2338'TEMPE, THENCE 2.7 KM (1.65 MI) WESTERLY ALONG BROADWAY ROAD, NEAR THE
 DU2338'CENTER OF A 4 BY 5-FOOT AREA OF OUTCROPPING BEDROCK ALONG THE NORTH
 DU2338'SLOPE OF BELL BUTTE, 45.0 M (147.6 FT) SOUTH OF THE CENTER OF THE
 DU2338'EASTBOUND LANES OF THE ROAD, 27.5 M (90.2 FT) NORTHWEST OF THE NORTH
 DU2338'END OF A GATE, 18.4 M (60.4 FT) NORTH OF THE CENTER OF A PAVED ROAD,
 DU2338'3.0 M (9.8 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH
 DU2338'OF A WITNESS POST.
 DU2338
 DU2338                          STATION RECOVERY (2004)
 DU2338
 DU2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 DU2338'RECOVERED AS DESCRIBED.
 DU2338
 DU2338                          STATION RECOVERY (2006)
 DU2338
 DU2338'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2338'RECOVERED IN GOOD CONDITION.
 DU2338
 DU2338                          STATION RECOVERY (2008)
 DU2338
 DU2338'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2312 ***********************************************************************
 DV2312  DESIGNATION -  X 519
 DV2312  PID         -  DV2312
 DV2312  STATE/COUNTY-  AZ/MARICOPA
 DV2312  USGS QUAD   -  TOLLESON (1982)
 DV2312
 DV2312                         *CURRENT SURVEY CONTROL
 DV2312  ___________________________________________________________________
 DV2312* NAD 83(1986)-  33 24 22.     (N)    112 18 24.     (W)     SCALED    
 DV2312* NAVD 88     -       289.315  (meters)     949.19   (feet)  ADJUSTED  
 DV2312  ___________________________________________________________________
 DV2312  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DV2312  DYNAMIC HT  -         288.983 (meters)     948.11  (feet)  COMP
 DV2312  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 DV2312
 DV2312  VERT ORDER  -  FIRST     CLASS II
 DV2312
 DV2312.The horizontal coordinates were scaled from a topographic map and have
 DV2312.an estimated accuracy of +/- 6 seconds.
 DV2312
 DV2312.The orthometric height was determined by differential leveling
 DV2312.and adjusted in November 1993.
 DV2312
 DV2312.The geoid height was determined by GEOID03.
 DV2312
 DV2312.The dynamic height is computed by dividing the NAVD 88
 DV2312.geopotential number by the normal gravity value computed on the
 DV2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2312.degrees latitude (g = 980.6199 gals.).
 DV2312
 DV2312.The modeled gravity was interpolated from observed gravity values.
 DV2312
 DV2312;                    North         East    Units  Estimated Accuracy
 DV2312;SPC AZ C     -   266,860.      177,090.      MT  (+/- 180 meters Scaled)
 DV2312
 DV2312                          SUPERSEDED SURVEY CONTROL
 DV2312
 DV2312.No superseded survey control is available for this station.
 DV2312
 DV2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB784970(NAD 83)
 DV2312_MARKER: DV = VERTICAL CONTROL DISK
 DV2312_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2312_SP_SET: FOOTING
 DV2312_STAMPING: X 519 1992
 DV2312_MARK LOGO: NGS   
 DV2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2312+STABILITY: POSITION/ELEVATION WELL
 DV2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV2312+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DV2312
 DV2312  HISTORY     - Date     Condition        Report By
 DV2312  HISTORY     - 1992     MONUMENTED       NGS
 DV2312  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 DV2312
 DV2312                          STATION DESCRIPTION
 DV2312
 DV2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2312'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2312'OFFICE IN TOLLESON, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG SOUTH
 DV2312'91ST AVENUE, THENCE 4.8 KM (3.00 MI) WESTERLY ALONG WEST BROADWAY
 DV2312'ROAD, NEAR THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR HIGH LINE
 DV2312'TOWER NUMBER 62, 25.7 M (84.3 FT) WEST OF THE CENTERLINE OF SOUTH
 DV2312'115TH AVENUE, 12.5 M (41.0 FT) NORTH OF AND LEVEL WITH THE ROAD
 DV2312'CENTER, AND 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DV2312
 DV2312                          STATION RECOVERY (2006)
 DV2312
 DV2312'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2312'ADDITIONAL CONCRETE HAS BEEN POURED. THE MARK IS NOW OVERLAID WITH
 DV2312'ABOUT 30 INCHES OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0494 ***********************************************************************
 FS0494  DESIGNATION -  X 52
 FS0494  PID         -  FS0494
 FS0494  STATE/COUNTY-  AZ/MOHAVE
 FS0494  USGS QUAD   -  GRASSHOPPER JUNCTION NW (1967)
 FS0494
 FS0494                         *CURRENT SURVEY CONTROL
 FS0494  ___________________________________________________________________
 FS0494* NAD 83(1986)-  35 29 23.     (N)    114 26 26.     (W)     SCALED    
 FS0494* NAVD 88     -       991.617  (meters)    3253.33   (feet)  POSTED    
 FS0494  ___________________________________________________________________
 FS0494  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FS0494  DYNAMIC HT  -         990.490 (meters)    3249.63  (feet)  COMP
 FS0494  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 FS0494
 FS0494  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0494
 FS0494.The horizontal coordinates were scaled from a topographic map and have
 FS0494.an estimated accuracy of +/- 6 seconds.
 FS0494
 FS0494.The orthometric height was determined by differential leveling
 FS0494.and adjusted by the  in 1992.
 FS0494.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0494.rate of 1.1 thru 2.0 mm/km.
 FS0494
 FS0494.The geoid height was determined by GEOID03.
 FS0494
 FS0494.The dynamic height is computed by dividing the NAVD 88
 FS0494.geopotential number by the normal gravity value computed on the
 FS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0494.degrees latitude (g = 980.6199 gals.).
 FS0494
 FS0494.The modeled gravity was interpolated from observed gravity values.
 FS0494
 FS0494;                    North         East    Units  Estimated Accuracy
 FS0494;SPC AZ W     -   498,140.      150,700.      MT  (+/- 180 meters Scaled)
 FS0494
 FS0494                          SUPERSEDED SURVEY CONTROL
 FS0494
 FS0494  NGVD 29 (??/??/92)  990.834  (m)         3250.76   (f) ADJ UNCH    1 2
 FS0494
 FS0494.Superseded values are not recommended for survey control.
 FS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0494.See file dsdata.txt to determine how the superseded data were derived.
 FS0494
 FS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV321303(NAD 83)
 FS0494_MARKER: DB = BENCH MARK DISK
 FS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0494_STAMPING: X 52 1934
 FS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0494+STABILITY: SURFACE MOTION
 FS0494
 FS0494  HISTORY     - Date     Condition        Report By
 FS0494  HISTORY     - 1934     MONUMENTED       CGS
 FS0494  HISTORY     - 1950     GOOD             NGS
 FS0494
 FS0494                          STATION DESCRIPTION
 FS0494
 FS0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0494'14 MI NW FROM GRASSHOPPER JUNCTION.
 FS0494'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0494'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 6.6 MILES WEST
 FS0494'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.6
 FS0494'MILE WEST OF A CATTLE GUARD, 0.5 MILE EAST OF THE JUNCTION OF A
 FS0494'DIRT ROAD LEADING SOUTHEAST, 22 1/2 FEET SOUTH OF THE CENTER
 FS0494'LINE OF THE ROAD, 2.3 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 FS0494'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0494'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2352 ***********************************************************************
 CZ2352  DESIGNATION -  X 52
 CZ2352  PID         -  CZ2352
 CZ2352  STATE/COUNTY-  AZ/PINAL
 CZ2352  USGS QUAD   -  CHUICHU (1992)
 CZ2352
 CZ2352                         *CURRENT SURVEY CONTROL
 CZ2352  ___________________________________________________________________
 CZ2352* NAD 83(1992)-  32 45 47.27980(N)    111 51 37.14216(W)     ADJUSTED  
 CZ2352* NAVD 88     -       427.33   (+/-2cm)    1402.0    (feet)  VERTCON   
 CZ2352  ___________________________________________________________________
 CZ2352  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CZ2352  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ2352  HORZ ORDER  -  FIRST
 CZ2352  VERT ORDER  -  THIRD ? (See Below)
 CZ2352
 CZ2352.The horizontal coordinates were established by classical geodetic methods
 CZ2352.and adjusted by the National Geodetic Survey in August 1993.
 CZ2352
 CZ2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2352.The vertical order pertains to the NGVD 29 superseded value.
 CZ2352
 CZ2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2352
 CZ2352.The geoid height was determined by GEOID03.
 CZ2352
 CZ2352;                    North         East     Units Scale Factor Converg.
 CZ2352;SPC AZ C     -   195,486.497   218,639.531   MT  0.99990034   +0 01 49.8
 CZ2352;SPC AZ C     -   641,359.90    717,321.30   iFT  0.99990034   +0 01 49.8
 CZ2352;UTM  12      - 3,625,355.790   419,417.424   MT  0.99968007   -0 27 56.2
 CZ2352
 CZ2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2352!SPC AZ C     -   0.99993768  x   0.99990034  =   0.99983803
 CZ2352!UTM  12      -   0.99993768  x   0.99968007  =   0.99961777
 CZ2352
 CZ2352|---------------------------------------------------------------------|
 CZ2352| PID    Reference Object                     Distance      Geod. Az  |
 CZ2352|                                                           dddmmss.s |
 CZ2352| CH6214 X 52 RM E                             8.830 METERS 08906     |
 CZ2352| CH6215 X 52 RM S                             8.840 METERS 17908     |
 CZ2352| CZ2363 W 51X                               APPROX. 2.9 KM 3064714.8 |
 CZ2352|---------------------------------------------------------------------|
 CZ2352
 CZ2352                          SUPERSEDED SURVEY CONTROL
 CZ2352
 CZ2352  NAD 83(1986)-  32 45 47.27325(N)    111 51 37.14250(W) AD(       ) 1
 CZ2352  NAD 27      -  32 45 47.07066(N)    111 51 34.67415(W) AD(       ) 1
 CZ2352  NGVD 29 (07/19/86)  426.73   (m)         1400.0    (f) LEVELING    3  
 CZ2352
 CZ2352.Superseded values are not recommended for survey control.
 CZ2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2352.See file dsdata.txt to determine how the superseded data were derived.
 CZ2352
 CZ2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1941725356(NAD 83)
 CZ2352_MARKER: DD = SURVEY DISK
 CZ2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2352
 CZ2352  HISTORY     - Date     Condition        Report By
 CZ2352  HISTORY     - 1966     MONUMENTED       DMA
 CZ2352
 CZ2352                          STATION DESCRIPTION
 CZ2352
 CZ2352'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2352'T-7-S.  R-5-E.  IN SECTION 32 NEAR THE SOUTHWEST CORNER.
 CZ2352'
 CZ2352'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2352'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2352'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2352'IS STAMPED--X 52 1966 ARMY MAP SERVICE.
 CZ2352'
 CZ2352'THE STATION MARK IS LOCATED 100 FEET NORTHEAST OF THE SECTION
 CZ2352'CORNER.  220 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CZ2352'NORTHEAST-SOUTHWEST ROAD.
 CZ2352'
 CZ2352'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2352'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2352'SOUTHWEST ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN
 CZ2352'RIGHT AND GO NORTHWEST AND THEN WEST FOR 2.2 MILES TO A SHARP
 CZ2352'RIGHT TURN AND TRAIL WEST.  KEEP RIGHT ON MAIN ROAD AND GO NORTH
 CZ2352'AND NORTHWEST FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT AND GO
 CZ2352'SOUTHWEST FOR 1.8 MILES.  TURN LEFT AND GO SOUTHEAST CROSS
 CZ2352'COUNTRY FOR 220 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2359 ***********************************************************************
 DU2359  DESIGNATION -  X 521
 DU2359  PID         -  DU2359
 DU2359  STATE/COUNTY-  AZ/MARICOPA
 DU2359  USGS QUAD   -  GILA BUTTE (1981)
 DU2359
 DU2359                         *CURRENT SURVEY CONTROL
 DU2359  ___________________________________________________________________
 DU2359* NAD 83(1986)-  33 12 39.     (N)    111 50 27.     (W)     SCALED    
 DU2359* NAVD 88     -       370.627  (meters)    1215.97   (feet)  ADJUSTED  
 DU2359  ___________________________________________________________________
 DU2359  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DU2359  DYNAMIC HT  -         370.189 (meters)    1214.53  (feet)  COMP
 DU2359  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 DU2359
 DU2359  VERT ORDER  -  FIRST     CLASS II
 DU2359
 DU2359.The horizontal coordinates were scaled from a topographic map and have
 DU2359.an estimated accuracy of +/- 6 seconds.
 DU2359
 DU2359.The orthometric height was determined by differential leveling
 DU2359.and adjusted in August 1994.
 DU2359
 DU2359.The geoid height was determined by GEOID03.
 DU2359
 DU2359.The dynamic height is computed by dividing the NAVD 88
 DU2359.geopotential number by the normal gravity value computed on the
 DU2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2359.degrees latitude (g = 980.6199 gals.).
 DU2359
 DU2359.The modeled gravity was interpolated from observed gravity values.
 DU2359
 DU2359;                    North         East    Units  Estimated Accuracy
 DU2359;SPC AZ C     -   245,140.      220,430.      MT  (+/- 180 meters Scaled)
 DU2359
 DU2359                          SUPERSEDED SURVEY CONTROL
 DU2359
 DU2359.No superseded survey control is available for this station.
 DU2359
 DU2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB216749(NAD 83)
 DU2359_MARKER: I = METAL ROD
 DU2359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU2359_SP_SET: STAINLESS STEEL ROD
 DU2359_STAMPING: X 521 1994
 DU2359_MARK LOGO: NGS   
 DU2359_PROJECTION: FLUSH
 DU2359_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU2359+STABILITY: POSITION/ELEVATION WELL
 DU2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2359+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 DU2359_ROD/PIPE-DEPTH: 6.1  meters
 DU2359
 DU2359  HISTORY     - Date     Condition        Report By
 DU2359  HISTORY     - 1994     MONUMENTED       NGS
 DU2359  HISTORY     - 20060910 GOOD             GEOCAC
 DU2359  HISTORY     - 20070928 GOOD             GEOCAC
 DU2359
 DU2359                          STATION DESCRIPTION
 DU2359
 DU2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DU2359'19.5 KM (12.10 MI) SOUTHERLY ALONG STATE HIGHWAY 87 (ARIZONA AVENUE)
 DU2359'FROM THE JUNCTION OF U.S. HIGHWAY 60 IN MESA, 14.0 M (45.9 FT) EAST
 DU2359'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.5 M
 DU2359'(11.5 FT) SOUTH OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 DU2359'ENCLOSING THE IRRIGATION STORE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DU2359'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 DU2359'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DU2359
 DU2359                          STATION RECOVERY (2006)
 DU2359
 DU2359'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2359'RECOVERED IN GOOD CONDITION.
 DU2359
 DU2359                          STATION RECOVERY (2007)
 DU2359
 DU2359'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU2359'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING HANDHELD
 DU2359'COORDINATES
 DU2359'33 12 38.7 (N)   111 50 27.4 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0465 ***********************************************************************
 FS0465  DESIGNATION -  X 53
 FS0465  PID         -  FS0465
 FS0465  STATE/COUNTY-  AZ/MOHAVE
 FS0465  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0465
 FS0465                         *CURRENT SURVEY CONTROL
 FS0465  ___________________________________________________________________
 FS0465* NAD 83(1986)-  35 57 32.     (N)    114 05 39.     (W)     SCALED    
 FS0465* NAVD 88     -      1054.322  (meters)    3459.05   (feet)  POSTED    
 FS0465  ___________________________________________________________________
 FS0465  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0465  DYNAMIC HT  -        1053.160 (meters)    3455.24  (feet)  COMP
 FS0465  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 FS0465
 FS0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0465
 FS0465.The horizontal coordinates were scaled from a topographic map and have
 FS0465.an estimated accuracy of +/- 6 seconds.
 FS0465
 FS0465.The orthometric height was determined by differential leveling
 FS0465.and adjusted by the  in 1992.
 FS0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0465.rate of 0.0 thru 1.0 mm/km.
 FS0465
 FS0465.The geoid height was determined by GEOID03.
 FS0465
 FS0465.The dynamic height is computed by dividing the NAVD 88
 FS0465.geopotential number by the normal gravity value computed on the
 FS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0465.degrees latitude (g = 980.6199 gals.).
 FS0465
 FS0465.The modeled gravity was interpolated from observed gravity values.
 FS0465
 FS0465;                    North         East    Units  Estimated Accuracy
 FS0465;SPC AZ W     -   550,030.      182,320.      MT  (+/- 180 meters Scaled)
 FS0465
 FS0465                          SUPERSEDED SURVEY CONTROL
 FS0465
 FS0465  NGVD 29 (??/??/92) 1053.588  (m)         3456.65   (f) ADJ UNCH    1 1
 FS0465
 FS0465.Superseded values are not recommended for survey control.
 FS0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0465.See file dsdata.txt to determine how the superseded data were derived.
 FS0465
 FS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV620832(NAD 83)
 FS0465_MARKER: DB = BENCH MARK DISK
 FS0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0465_STAMPING: X 53 1934
 FS0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0465+STABILITY: SURFACE MOTION
 FS0465
 FS0465  HISTORY     - Date     Condition        Report By
 FS0465  HISTORY     - 1934     MONUMENTED       CGS
 FS0465  HISTORY     - 1950     GOOD             NGS
 FS0465
 FS0465                          STATION DESCRIPTION
 FS0465
 FS0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0465'13.6 MI S FROM PIERCES FERRY.
 FS0465'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0465'RANGER STATION AT PIERCES FERRY, THENCE 0.2 MILE SOUTH ALONG A
 FS0465'DIRT ROAD, 0.5 MILE SOUTHWEST OF BM G 126, 0.4 MILE NORTH OF
 FS0465'THE SOUTH BOUNDARY OF THE LAKE MEAD RECREATIONAL AREA, ON THE
 FS0465'TOP OF A RIDGE, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5
 FS0465'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 FS0465'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2256 ***********************************************************************
 CZ2256  DESIGNATION -  X 53
 CZ2256  PID         -  CZ2256
 CZ2256  STATE/COUNTY-  AZ/PINAL
 CZ2256  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2256
 CZ2256                         *CURRENT SURVEY CONTROL
 CZ2256  ___________________________________________________________________
 CZ2256* NAD 83(1992)-  32 44 53.35611(N)    111 51 40.55633(W)     ADJUSTED  
 CZ2256* NAVD 88     -       429.67   (+/-2cm)    1409.7    (feet)  VERTCON   
 CZ2256  ___________________________________________________________________
 CZ2256  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CZ2256  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2256  HORZ ORDER  -  FIRST
 CZ2256  VERT ORDER  -  THIRD ? (See Below)
 CZ2256
 CZ2256.The horizontal coordinates were established by classical geodetic methods
 CZ2256.and adjusted by the National Geodetic Survey in August 1993.
 CZ2256
 CZ2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2256.The vertical order pertains to the NGVD 29 superseded value.
 CZ2256
 CZ2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2256
 CZ2256.The geoid height was determined by GEOID03.
 CZ2256
 CZ2256;                    North         East     Units Scale Factor Converg.
 CZ2256;SPC AZ C     -   193,825.465   218,551.544   MT  0.99990033   +0 01 47.9
 CZ2256;SPC AZ C     -   635,910.32    717,032.62   iFT  0.99990033   +0 01 47.9
 CZ2256;UTM  12      - 3,623,695.947   419,315.083   MT  0.99968027   -0 27 57.3
 CZ2256
 CZ2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2256!SPC AZ C     -   0.99993731  x   0.99990033  =   0.99983765
 CZ2256!UTM  12      -   0.99993731  x   0.99968027  =   0.99961760
 CZ2256
 CZ2256|---------------------------------------------------------------------|
 CZ2256| PID    Reference Object                     Distance      Geod. Az  |
 CZ2256|                                                           dddmmss.s |
 CZ2256| CH6216 X 53 RM E                             8.840 METERS 08904     |
 CZ2256| CH6217 X 53 RM S                             8.829 METERS 17910     |
 CZ2256| CZ2363 W 51X                               APPROX. 4.0 KM 3264956.0 |
 CZ2256|---------------------------------------------------------------------|
 CZ2256
 CZ2256                          SUPERSEDED SURVEY CONTROL
 CZ2256
 CZ2256  NAD 83(1986)-  32 44 53.34955(N)    111 51 40.55654(W) AD(       ) 1
 CZ2256  NAD 27      -  32 44 53.14544(N)    111 51 38.08935(W) AD(       ) 1
 CZ2256  NGVD 29 (07/19/86)  429.07   (m)         1407.7    (f) LEVELING    3  
 CZ2256
 CZ2256.Superseded values are not recommended for survey control.
 CZ2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2256.See file dsdata.txt to determine how the superseded data were derived.
 CZ2256
 CZ2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1931523696(NAD 83)
 CZ2256_MARKER: DD = SURVEY DISK
 CZ2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2256
 CZ2256  HISTORY     - Date     Condition        Report By
 CZ2256  HISTORY     - 1966     MONUMENTED       DMA
 CZ2256
 CZ2256                          STATION DESCRIPTION
 CZ2256
 CZ2256'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2256'T-8-S.  R-5-E.  IN SECTION 8 ABOUT 0.6 MILE NORTH OF THE SOUTHEAST
 CZ2256'CORNER.
 CZ2256'
 CZ2256'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2256'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2256'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2256'STAMPED--X 53 1966 ARMY MAP SERVICE.
 CZ2256'
 CZ2256'THE MARK IS LOCATED 35 FEET WSW OF BUSH AND 26 FEET SOUTH OF BUSH.
 CZ2256'
 CZ2256'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2256'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2256'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2256'GO NORTHWEST AND WEST FOR 2.2 MILES TO A SHARP TURN RIGHT AND
 CZ2256'TRAIL WEST.  CONTINUE ON MAIN ROAD NORTH THENCE NORTHWEST FOR 2.1
 CZ2256'MILES TO A CROSSROAD (UNDERGROUND GAS LINE) TURN LEFT AND GO
 CZ2256'SOUTHWEST FOR 2.2 MILES TO A ROAD LEFT AT BASE OF HILL.  TURN
 CZ2256'LEFT AND GO SOUTHEAST FOR 0.05 MILE TO A ROAD FORK.  TAKE RIGHT
 CZ2256'FORK AND GO SOUTHEAST FOR 0.15 MILE TO A ROAD FORK.  TAKE LEFT
 CZ2256'FORK AND GO SOUTHEAST FOR 0.3 MILE TO A ROAD FORK.  TURN RIGHT
 CZ2256'AND GO SOUTHEAST AND SOUTH FOR 0.5 MILE.  TURN EAST AND GO
 CZ2256'500 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0124 ***********************************************************************
 GQ0124  DESIGNATION -  X 54
 GQ0124  PID         -  GQ0124
 GQ0124  STATE/COUNTY-  AZ/MOHAVE
 GQ0124  USGS QUAD   -  GYP HILLS (1971)
 GQ0124
 GQ0124                         *CURRENT SURVEY CONTROL
 GQ0124  ___________________________________________________________________
 GQ0124* NAD 83(1986)-  36 20 27.     (N)    113 57 04.     (W)     SCALED    
 GQ0124* NAVD 88     -       611.965  (meters)    2007.76   (feet)  POSTED    
 GQ0124  ___________________________________________________________________
 GQ0124  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GQ0124  DYNAMIC HT  -         611.330 (meters)    2005.67  (feet)  COMP
 GQ0124  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 GQ0124
 GQ0124  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0124
 GQ0124.The horizontal coordinates were scaled from a topographic map and have
 GQ0124.an estimated accuracy of +/- 6 seconds.
 GQ0124
 GQ0124.The orthometric height was determined by differential leveling
 GQ0124.and adjusted by the  in 1992.
 GQ0124.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0124.rate of 0.0 thru 1.0 mm/km.
 GQ0124
 GQ0124.The geoid height was determined by GEOID03.
 GQ0124
 GQ0124.The dynamic height is computed by dividing the NAVD 88
 GQ0124.geopotential number by the normal gravity value computed on the
 GQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0124.degrees latitude (g = 980.6199 gals.).
 GQ0124
 GQ0124.The modeled gravity was interpolated from observed gravity values.
 GQ0124
 GQ0124;                    North         East    Units  Estimated Accuracy
 GQ0124;SPC AZ W     -   592,370.      195,310.      MT  (+/- 180 meters Scaled)
 GQ0124
 GQ0124                          SUPERSEDED SURVEY CONTROL
 GQ0124
 GQ0124  NGVD 29 (??/??/92)  611.260  (m)         2005.44   (f) ADJ UNCH    1 1
 GQ0124
 GQ0124.Superseded values are not recommended for survey control.
 GQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0124.See file dsdata.txt to determine how the superseded data were derived.
 GQ0124
 GQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF351257(NAD 83)
 GQ0124_MARKER: DB = BENCH MARK DISK
 GQ0124_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0124_SP_SET: RIM ROCK
 GQ0124_STAMPING: X 54 1934
 GQ0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0124+STABILITY: POSITION/ELEVATION WELL
 GQ0124
 GQ0124  HISTORY     - Date     Condition        Report By
 GQ0124  HISTORY     - 1934     MONUMENTED       CGS
 GQ0124  HISTORY     - 1950     GOOD             NGS
 GQ0124
 GQ0124                          STATION DESCRIPTION
 GQ0124
 GQ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0124'43.7 MI SE FROM RIVERSIDE, NV.
 GQ0124'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0124'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0124'THENCE 4.0 MILES EAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GQ0124'ROAD, ON TOP OF A RIDGE BETWEEN TWO WASHES, AT A POINT WHERE THE ROAD
 GQ0124'STARTS TO DESCEND INTO A WASH, IN THE TOP OF THE RIM ROCK, 58 FEET
 GQ0124'NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF THE NORTH RIM OF
 GQ0124'THE RIDGE, 5 1/2 FEET NORTH OF A CAIRN, AND ABOUT FLUSH WITH THE
 GQ0124'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2252 ***********************************************************************
 CZ2252  DESIGNATION -  X 54
 CZ2252  PID         -  CZ2252
 CZ2252  STATE/COUNTY-  AZ/PINAL
 CZ2252  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2252
 CZ2252                         *CURRENT SURVEY CONTROL
 CZ2252  ___________________________________________________________________
 CZ2252* NAD 83(1992)-  32 44 01.18589(N)    111 51 38.91865(W)     ADJUSTED  
 CZ2252* NAVD 88     -       429.34   (+/-2cm)    1408.6    (feet)  VERTCON   
 CZ2252  ___________________________________________________________________
 CZ2252  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 CZ2252  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2252  HORZ ORDER  -  FIRST
 CZ2252  VERT ORDER  -  THIRD ? (See Below)
 CZ2252
 CZ2252.The horizontal coordinates were established by classical geodetic methods
 CZ2252.and adjusted by the National Geodetic Survey in August 1993.
 CZ2252
 CZ2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2252.The vertical order pertains to the NGVD 29 superseded value.
 CZ2252
 CZ2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2252
 CZ2252.The geoid height was determined by GEOID03.
 CZ2252
 CZ2252;                    North         East     Units Scale Factor Converg.
 CZ2252;SPC AZ C     -   192,218.518   218,595.020   MT  0.99990034   +0 01 48.7
 CZ2252;SPC AZ C     -   630,638.18    717,175.26   iFT  0.99990034   +0 01 48.7
 CZ2252;UTM  12      - 3,622,089.037   419,344.646   MT  0.99968021   -0 27 55.8
 CZ2252
 CZ2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2252!SPC AZ C     -   0.99993736  x   0.99990034  =   0.99983771
 CZ2252!UTM  12      -   0.99993736  x   0.99968021  =   0.99961759
 CZ2252
 CZ2252|---------------------------------------------------------------------|
 CZ2252| PID    Reference Object                     Distance      Geod. Az  |
 CZ2252|                                                           dddmmss.s |
 CZ2252| CH6218 X 54 RM E                             8.838 METERS 08908     |
 CZ2252| CH6219 X 54 RM S                             8.842 METERS 17909     |
 CZ2252| CZ2263 JACK                                APPROX. 7.8 KM 2001659.3 |
 CZ2252|---------------------------------------------------------------------|
 CZ2252
 CZ2252                          SUPERSEDED SURVEY CONTROL
 CZ2252
 CZ2252  NAD 83(1986)-  32 44 01.17933(N)    111 51 38.91874(W) AD(       ) 1
 CZ2252  NAD 27      -  32 44 00.97364(N)    111 51 36.45280(W) AD(       ) 1
 CZ2252  NGVD 29 (07/19/86)  428.74   (m)         1406.6    (f) LEVELING    3  
 CZ2252
 CZ2252.Superseded values are not recommended for survey control.
 CZ2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2252.See file dsdata.txt to determine how the superseded data were derived.
 CZ2252
 CZ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1934522089(NAD 83)
 CZ2252_MARKER: DD = SURVEY DISK
 CZ2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2252
 CZ2252  HISTORY     - Date     Condition        Report By
 CZ2252  HISTORY     - 1966     MONUMENTED       DMA
 CZ2252
 CZ2252                          STATION DESCRIPTION
 CZ2252
 CZ2252'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2252'T-8-S.  R-5-E.  IN SECTION 16 ABOUT 0.35 MILE SOUTH OF THE
 CZ2252'NORTHWEST CORNER OF SECTION 16.
 CZ2252'
 CZ2252'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2252'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2252'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2252'STAMPED--X 54 1966 ARMY MAP SERVICE.
 CZ2252'
 CZ2252'THE STATION MARK IS LOCATED ABOUT 760 FEET NORTH OF THE 1/4
 CZ2252'CORNER.  27 FEET EAST OF THE CENTERLINE OF TRAIL SOUTH.  42 FEET
 CZ2252'NORTH OF A BUSH.
 CZ2252'
 CZ2252'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2252'AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2252'SOUTHWEST ON THE CHUICHU ROAD FOR 2.4 MILES TO A DIRT ROAD
 CZ2252'RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 4.3 MILES TO A CROSS
 CZ2252'TRAIL.  TURN RIGHT AND GO NORTH ALONG JEEP TRACKS FOR 0.3 MILE
 CZ2252'TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0155 ***********************************************************************
 DV0155  DESIGNATION -  X 56
 DV0155  PID         -  DV0155
 DV0155  STATE/COUNTY-  AZ/MARICOPA
 DV0155  USGS QUAD   -  NEW RIVER (1981)
 DV0155
 DV0155                         *CURRENT SURVEY CONTROL
 DV0155  ___________________________________________________________________
 DV0155* NAD 83(1986)-  33 55 26.     (N)    112 08 38.     (W)     SCALED    
 DV0155* NAVD 88     -       643.63   (+/-2cm)    2111.6    (feet)  VERTCON   
 DV0155  ___________________________________________________________________
 DV0155  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DV0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0155
 DV0155.The horizontal coordinates were scaled from a topographic map and have
 DV0155.an estimated accuracy of +/- 6 seconds.
 DV0155
 DV0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0155.The vertical order pertains to the NGVD 29 superseded value.
 DV0155
 DV0155.The geoid height was determined by GEOID03.
 DV0155
 DV0155;                    North         East    Units  Estimated Accuracy
 DV0155;SPC AZ C     -   324,240.      192,350.      MT  (+/- 180 meters Scaled)
 DV0155
 DV0155                          SUPERSEDED SURVEY CONTROL
 DV0155
 DV0155  NGVD 29 (??/??/92)  643.01   (m)         2109.6    (f) COMPUTED    2 0
 DV0155
 DV0155.Superseded values are not recommended for survey control.
 DV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0155.See file dsdata.txt to determine how the superseded data were derived.
 DV0155
 DV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC942543(NAD 83)
 DV0155_MARKER: DB = BENCH MARK DISK
 DV0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0155_STAMPING: 2109.685 X 56 1934
 DV0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0155+STABILITY: SURFACE MOTION
 DV0155
 DV0155  HISTORY     - Date     Condition        Report By
 DV0155  HISTORY     - 1934     MONUMENTED       CGS
 DV0155  HISTORY     - 1946     GOOD             NGS
 DV0155  HISTORY     - 1963     GOOD             USGS
 DV0155  HISTORY     - 19951015 GOOD             USPSQD
 DV0155
 DV0155                          STATION DESCRIPTION
 DV0155
 DV0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DV0155'1.5 MI N FROM NEW RIVER.
 DV0155'1.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM NEW RIVER, MARICOPA
 DV0155'COUNTY, 0.9 MILE SOUTH OF A CATTLEGUARD, AND 39 FEET EAST OF THE
 DV0155'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2109.685 X 56
 DV0155'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE
 DV0155'GROUND.  NOTE-- MARK IS 1200 FEET WEST OF BLACK CANYON HIGHWAY.
 DV0155
 DV0155                          STATION RECOVERY (1963)
 DV0155
 DV0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DV0155'RECOVERED IN GOOD CONDITION.
 DV0155
 DV0155                          STATION RECOVERY (1995)
 DV0155
 DV0155'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2254 ***********************************************************************
 CZ2254  DESIGNATION -  X 56
 CZ2254  PID         -  CZ2254
 CZ2254  STATE/COUNTY-  AZ/PINAL
 CZ2254  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2254
 CZ2254                         *CURRENT SURVEY CONTROL
 CZ2254  ___________________________________________________________________
 CZ2254* NAD 83(1992)-  32 42 16.05744(N)    111 51 39.07282(W)     ADJUSTED  
 CZ2254* NAVD 88     -       436.80   (+/-2cm)    1433.1    (feet)  VERTCON   
 CZ2254  ___________________________________________________________________
 CZ2254  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CZ2254  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2254  HORZ ORDER  -  FIRST
 CZ2254  VERT ORDER  -  THIRD ? (See Below)
 CZ2254
 CZ2254.The horizontal coordinates were established by classical geodetic methods
 CZ2254.and adjusted by the National Geodetic Survey in August 1993.
 CZ2254
 CZ2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2254.The vertical order pertains to the NGVD 29 superseded value.
 CZ2254
 CZ2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2254
 CZ2254.The geoid height was determined by GEOID03.
 CZ2254
 CZ2254;                    North         East     Units Scale Factor Converg.
 CZ2254;SPC AZ C     -   188,980.314   218,592.711   MT  0.99990034   +0 01 48.6
 CZ2254;SPC AZ C     -   620,014.15    717,167.69   iFT  0.99990034   +0 01 48.6
 CZ2254;UTM  12      - 3,618,851.687   419,314.340   MT  0.99968027   -0 27 54.5
 CZ2254
 CZ2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2254!SPC AZ C     -   0.99993619  x   0.99990034  =   0.99983654
 CZ2254!UTM  12      -   0.99993619  x   0.99968027  =   0.99961648
 CZ2254
 CZ2254|---------------------------------------------------------------------|
 CZ2254| PID    Reference Object                     Distance      Geod. Az  |
 CZ2254|                                                           dddmmss.s |
 CZ2254| CH6222 X 56 RM E                             8.831 METERS 08916     |
 CZ2254| CH6223 X 56 RM S                             8.846 METERS 17915     |
 CZ2254| CZ2363 W 51X                               APPROX. 8.5 KM 3444310.2 |
 CZ2254|---------------------------------------------------------------------|
 CZ2254
 CZ2254                          SUPERSEDED SURVEY CONTROL
 CZ2254
 CZ2254  NAD 83(1986)-  32 42 16.05087(N)    111 51 39.07268(W) AD(       ) 1
 CZ2254  NAD 27      -  32 42 15.84190(N)    111 51 36.60922(W) AD(       ) 1
 CZ2254  NGVD 29 (07/19/86)  436.20   (m)         1431.1    (f) LEVELING    3  
 CZ2254
 CZ2254.Superseded values are not recommended for survey control.
 CZ2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2254.See file dsdata.txt to determine how the superseded data were derived.
 CZ2254
 CZ2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1931418852(NAD 83)
 CZ2254_MARKER: DD = SURVEY DISK
 CZ2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2254_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2254
 CZ2254  HISTORY     - Date     Condition        Report By
 CZ2254  HISTORY     - 1966     MONUMENTED       DMA
 CZ2254
 CZ2254                          STATION DESCRIPTION
 CZ2254
 CZ2254'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2254'T-8-S.  R-5-E.  IN SECTION 28 ABOUT 0.35 MILE SOUTH OF THE
 CZ2254'NORTHWEST CORNER.
 CZ2254'
 CZ2254'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2254'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2254'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2254'STAMPED--X 56 1966 ARMY MAP SERVICE.
 CZ2254'
 CZ2254'THE MARK IS LOCATED 48 FEET SOUTHWEST OF A SMALL DRAIN AND 95
 CZ2254'FEET NORTHEAST OF THE NORTHEAST EDGE OF SMALL DRAIN.
 CZ2254'
 CZ2254'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2254'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2254'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 6.8 MILES TO A ROAD
 CZ2254'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 1.5 MILES TO A ROAD
 CZ2254'RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 1.6 MILES.  TURN LEFT
 CZ2254'AND GO SOUTH FOR 0.1 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0116 ***********************************************************************
 ET0116  DESIGNATION -  X 57
 ET0116  PID         -  ET0116
 ET0116  STATE/COUNTY-  AZ/YAVAPAI
 ET0116  USGS QUAD   -  HUMBOLDT (1973)
 ET0116
 ET0116                         *CURRENT SURVEY CONTROL
 ET0116  ___________________________________________________________________
 ET0116* NAD 83(1986)-  34 33 15.     (N)    112 14 58.     (W)     SCALED    
 ET0116* NAVD 88     -      1413.52   (+/-2cm)    4637.5    (feet)  VERTCON   
 ET0116  ___________________________________________________________________
 ET0116  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 ET0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0116
 ET0116.The horizontal coordinates were scaled from a topographic map and have
 ET0116.an estimated accuracy of +/- 6 seconds.
 ET0116
 ET0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0116.The vertical order pertains to the NGVD 29 superseded value.
 ET0116
 ET0116.The geoid height was determined by GEOID03.
 ET0116
 ET0116;                    North         East    Units  Estimated Accuracy
 ET0116;SPC AZ C     -   394,170.      182,820.      MT  (+/- 180 meters Scaled)
 ET0116
 ET0116                          SUPERSEDED SURVEY CONTROL
 ET0116
 ET0116  NGVD 29 (??/??/92) 1412.718  (m)         4634.89   (f) ADJ UNCH    2 0
 ET0116
 ET0116.Superseded values are not recommended for survey control.
 ET0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0116.See file dsdata.txt to determine how the superseded data were derived.
 ET0116
 ET0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD853243(NAD 83)
 ET0116_MARKER: DB = BENCH MARK DISK
 ET0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0116_STAMPING: X 57 1934
 ET0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0116+STABILITY: SURFACE MOTION
 ET0116
 ET0116  HISTORY     - Date     Condition        Report By
 ET0116  HISTORY     - 1934     MONUMENTED       CGS
 ET0116  HISTORY     - 1973     MARK NOT FOUND   USGS
 ET0116
 ET0116                          STATION DESCRIPTION
 ET0116
 ET0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ET0116'1.7 MI NW FROM DEWEY.
 ET0116'1.7 MILES NORTHWEST ALONG THE PRESCOTT ROAD FROM DEWEY, YAVAPAI
 ET0116'COUNTY, 0.4  MILE SOUTH OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO
 ET0116'JEROME, 0.3 MILE NORTHWEST OF A CATTLE GUARD, 38 FEET SOUTHWEST OF A
 ET0116'WASH, AND 30 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 ET0116'DISK, STAMPED X 57 1934 AND SET IN THE TOP OF A CONCRETE POST
 ET0116'PROJECTING 6 INCHES ABOVE GROUND.
 ET0116
 ET0116                          STATION RECOVERY (1973)
 ET0116
 ET0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2255 ***********************************************************************
 CZ2255  DESIGNATION -  X 57
 CZ2255  PID         -  CZ2255
 CZ2255  STATE/COUNTY-  AZ/PINAL
 CZ2255  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2255
 CZ2255                         *CURRENT SURVEY CONTROL
 CZ2255  ___________________________________________________________________
 CZ2255* NAD 83(1992)-  32 41 23.95158(N)    111 51 40.22171(W)     ADJUSTED  
 CZ2255* NAVD 88     -       459.28   (+/-2cm)    1506.8    (feet)  VERTCON   
 CZ2255  ___________________________________________________________________
 CZ2255  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CZ2255  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ2255  HORZ ORDER  -  FIRST
 CZ2255  VERT ORDER  -  THIRD ? (See Below)
 CZ2255
 CZ2255.The horizontal coordinates were established by classical geodetic methods
 CZ2255.and adjusted by the National Geodetic Survey in August 1993.
 CZ2255
 CZ2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2255.The vertical order pertains to the NGVD 29 superseded value.
 CZ2255
 CZ2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2255
 CZ2255.The geoid height was determined by GEOID03.
 CZ2255
 CZ2255;                    North         East     Units Scale Factor Converg.
 CZ2255;SPC AZ C     -   187,375.322   218,563.631   MT  0.99990033   +0 01 47.9
 CZ2255;SPC AZ C     -   614,748.43    717,072.28   iFT  0.99990033   +0 01 47.9
 CZ2255;UTM  12      - 3,617,247.359   419,271.398   MT  0.99968036   -0 27 54.5
 CZ2255
 CZ2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2255!SPC AZ C     -   0.99993266  x   0.99990033  =   0.99983300
 CZ2255!UTM  12      -   0.99993266  x   0.99968036  =   0.99961305
 CZ2255
 CZ2255|---------------------------------------------------------------------|
 CZ2255| PID    Reference Object                     Distance      Geod. Az  |
 CZ2255|                                                           dddmmss.s |
 CZ2255| CZ2251 STA 1 OF A6                         390.685 METERS 00518     |
 CZ2255| CH6224 X 57 RM E                             8.840 METERS 08821     |
 CZ2255| CH6225 X 57 RM S                             8.829 METERS 17816     |
 CZ2255|---------------------------------------------------------------------|
 CZ2255
 CZ2255                          SUPERSEDED SURVEY CONTROL
 CZ2255
 CZ2255  NAD 83(1986)-  32 41 23.94498(N)    111 51 40.22145(W) AD(       ) 1
 CZ2255  NAD 27      -  32 41 23.73428(N)    111 51 37.75923(W) AD(       ) 1
 CZ2255  NGVD 29 (07/19/86)  458.68   (m)         1504.9    (f) LEVELING    3  
 CZ2255
 CZ2255.Superseded values are not recommended for survey control.
 CZ2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2255.See file dsdata.txt to determine how the superseded data were derived.
 CZ2255
 CZ2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1927117247(NAD 83)
 CZ2255_MARKER: DD = SURVEY DISK
 CZ2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2255
 CZ2255  HISTORY     - Date     Condition        Report By
 CZ2255  HISTORY     - 1966     MONUMENTED       DMA
 CZ2255
 CZ2255                          STATION DESCRIPTION
 CZ2255
 CZ2255'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2255'T-8S.  R-5-E.  IN SECTION 32 ABOUT .3 MILE SOUTH OF NORTHEAST
 CZ2255'CORNER
 CZ2255'
 CZ2255'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2255'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2255'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2255'STAMPED--X 57 1966 ARMY MAP SERVICE.
 CZ2255'
 CZ2255'THE MARK IS LOCATED 250 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST
 CZ2255'WASH.  63 FEET ESE OF LOCUST TREE IN SMALL NNE-SSW DRAIN.  92
 CZ2255'FEET WNW OF PALO VERDE TREE AND 83 FEET SSW OF PALO VERDE.
 CZ2255'
 CZ2255'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2255'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2255'SOUTHWEST ON THE CHUICHU ROAD FOR 6.5 MILES TO A ROAD RIGHT.  TURN
 CZ2255'RIGHT AND GO WEST AND SOUTHWEST FOR 1.5 MILES TO A T ROAD
 CZ2255'RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 0.5 MILE.  TURN LEFT AND
 CZ2255'TAKE TRAIL WSW FOR 0.7 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0760 ***********************************************************************
 DU0760  DESIGNATION -  X 58
 DU0760  PID         -  DU0760
 DU0760  STATE/COUNTY-  AZ/PINAL
 DU0760  USGS QUAD   -  BLACKWATER (1981)
 DU0760
 DU0760                         *CURRENT SURVEY CONTROL
 DU0760  ___________________________________________________________________
 DU0760* NAD 83(1986)-  33 03 12.     (N)    111 33 04.     (W)     SCALED    
 DU0760* NAVD 88     -       423.97   (+/-2cm)    1391.0    (feet)  VERTCON   
 DU0760  ___________________________________________________________________
 DU0760  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0760
 DU0760.The horizontal coordinates were scaled from a topographic map and have
 DU0760.an estimated accuracy of +/- 6 seconds.
 DU0760
 DU0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0760.The vertical order pertains to the NGVD 29 superseded value.
 DU0760
 DU0760.The geoid height was determined by GEOID03.
 DU0760
 DU0760;                    North         East    Units  Estimated Accuracy
 DU0760;SPC AZ C     -   227,730.      247,500.      MT  (+/- 180 meters Scaled)
 DU0760
 DU0760                          SUPERSEDED SURVEY CONTROL
 DU0760
 DU0760  NGVD 29 (??/??/92)  423.466  (m)         1389.32   (f) ADJ UNCH    2 0
 DU0760
 DU0760.Superseded values are not recommended for survey control.
 DU0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0760.See file dsdata.txt to determine how the superseded data were derived.
 DU0760
 DU0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB485573(NAD 83)
 DU0760_MARKER: DB = BENCH MARK DISK
 DU0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0760_STAMPING: X-58 1934
 DU0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0760+STABILITY: SURFACE MOTION
 DU0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0760+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2007
 DU0760
 DU0760  HISTORY     - Date     Condition        Report By
 DU0760  HISTORY     - 1934     MONUMENTED       CGS
 DU0760  HISTORY     - 1966     GOOD             NGS
 DU0760  HISTORY     - 20071224 GOOD             GEOCAC
 DU0760
 DU0760                          STATION DESCRIPTION
 DU0760
 DU0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0760'2.4 MI N FROM POSTON.
 DU0760'2.4 MI NORTH ON S.P. RY.  20 FEET NORTH OF MILE POLE 956, 46 FEET WEST
 DU0760'OF THE CENTERLINE OF THE TRACK, 7 FEET EAST OF A FENCE LINE AND IN THE
 DU0760'LINE OF TELEPHONE POLES.
 DU0760
 DU0760                          STATION RECOVERY (1966)
 DU0760
 DU0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DU0760'RECOVERED IN GOOD CONDITION.
 DU0760
 DU0760                          STATION RECOVERY (2007)
 DU0760
 DU0760'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2250 ***********************************************************************
 CZ2250  DESIGNATION -  X 58
 CZ2250  PID         -  CZ2250
 CZ2250  STATE/COUNTY-  AZ/PINAL
 CZ2250  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2250
 CZ2250                         *CURRENT SURVEY CONTROL
 CZ2250  ___________________________________________________________________
 CZ2250* NAD 83(1992)-  32 40 31.27962(N)    111 51 38.22874(W)     ADJUSTED  
 CZ2250* NAVD 88     -       493.81   (+/-2cm)    1620.1    (feet)  VERTCON   
 CZ2250  ___________________________________________________________________
 CZ2250  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CZ2250  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ2250  HORZ ORDER  -  FIRST
 CZ2250  VERT ORDER  -  THIRD ? (See Below)
 CZ2250
 CZ2250.The horizontal coordinates were established by classical geodetic methods
 CZ2250.and adjusted by the National Geodetic Survey in August 1993.
 CZ2250
 CZ2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2250.The vertical order pertains to the NGVD 29 superseded value.
 CZ2250
 CZ2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2250
 CZ2250.The geoid height was determined by GEOID03.
 CZ2250
 CZ2250;                    North         East     Units Scale Factor Converg.
 CZ2250;SPC AZ C     -   185,752.939   218,616.398   MT  0.99990034   +0 01 48.9
 CZ2250;SPC AZ C     -   609,425.65    717,245.40   iFT  0.99990034   +0 01 48.9
 CZ2250;UTM  12      - 3,615,624.939   419,310.139   MT  0.99968028   -0 27 52.8
 CZ2250
 CZ2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2250!SPC AZ C     -   0.99992724  x   0.99990034  =   0.99982759
 CZ2250!UTM  12      -   0.99992724  x   0.99968028  =   0.99960755
 CZ2250
 CZ2250|---------------------------------------------------------------------|
 CZ2250| PID    Reference Object                     Distance      Geod. Az  |
 CZ2250|                                                           dddmmss.s |
 CZ2250| CH6226 X 58 RM E                             8.805 METERS 09018     |
 CZ2250| CZ2249 STA 1 OF A3                         APPROX. 0.6 KM 1102332.5 |
 CZ2250| CH6227 X 58 RM S                             8.853 METERS 18018     |
 CZ2250|---------------------------------------------------------------------|
 CZ2250
 CZ2250                          SUPERSEDED SURVEY CONTROL
 CZ2250
 CZ2250  NAD 83(1986)-  32 40 31.27300(N)    111 51 38.22833(W) AD(       ) 1
 CZ2250  NAD 27      -  32 40 31.06057(N)    111 51 35.76792(W) AD(       ) 1
 CZ2250  NGVD 29 (07/19/86)  493.21   (m)         1618.1    (f) LEVELING    3  
 CZ2250
 CZ2250.Superseded values are not recommended for survey control.
 CZ2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2250.See file dsdata.txt to determine how the superseded data were derived.
 CZ2250
 CZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1931015625(NAD 83)
 CZ2250_MARKER: DD = SURVEY DISK
 CZ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2250
 CZ2250  HISTORY     - Date     Condition        Report By
 CZ2250  HISTORY     - 1966     MONUMENTED       DMA
 CZ2250
 CZ2250                          STATION DESCRIPTION
 CZ2250
 CZ2250'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2250'T-9-S.  R-5-E.  IN SECTION 4 ABOUT 0.35 MILE SOUTH OF THE NORTHWEST
 CZ2250'CORNER.
 CZ2250'
 CZ2250'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2250'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2250'PROJECTING 0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2250'IS STAMPED--X 58 1966 ARMY MAP SERVICE.
 CZ2250'
 CZ2250'THE STATION MARK IS LOCATED 61 FEET SOUTH-SOUTHWEST OF THE
 CZ2250'CENTERLINE OF A WEST-NORTHWEST - EAST-SOUTHEAST WASH.  150 FEET
 CZ2250'EAST OF THE ASSUMED NORTH-SOUTH SECTION LINE.
 CZ2250'
 CZ2250'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2250'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA
 CZ2250'GO SOUTHWEST ON THE CHUICHU ROAD FOR 6.5 MILES TO ROAD RIGHT.  TURN
 CZ2250'RIGHT AND GO WESTERLY THENCE SOUTH FOR 1.95 MILES TO TRAIL
 CZ2250'WEST.  TURN RIGHT AND GO WEST FOLLOWING TRAIL FOR 0.5 MILE TO
 CZ2250'DEEP NORTHEAST-SOUTHWEST DRAIN.  CROSS DRAIN AND CONTINUE
 CZ2250'WESTERLY UP DRAIN FOR 0.2 MILE AND THE STATION SITE.
 CZ2250'
 CZ2250'NOTE--4 WHEEL DRIVE NEEDED TO REACH STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0172 ***********************************************************************
 GP0172  DESIGNATION -  X 6
 GP0172  PID         -  GP0172
 GP0172  STATE/COUNTY-  AZ/COCONINO
 GP0172  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0172
 GP0172                         *CURRENT SURVEY CONTROL
 GP0172  ___________________________________________________________________
 GP0172* NAD 83(1986)-  36 24 28.     (N)    111 32 09.     (W)     SCALED    
 GP0172* NAVD 88     -      1780.653  (meters)    5842.03   (feet)  POSTED    
 GP0172  ___________________________________________________________________
 GP0172  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 GP0172  DYNAMIC HT  -        1778.400 (meters)    5834.63  (feet)  COMP
 GP0172  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 GP0172
 GP0172  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0172
 GP0172.The horizontal coordinates were scaled from a topographic map and have
 GP0172.an estimated accuracy of +/- 6 seconds.
 GP0172
 GP0172.The orthometric height was determined by differential leveling
 GP0172.and adjusted by the  in 1992.
 GP0172.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0172.rate of 1.1 thru 2.0 mm/km.
 GP0172
 GP0172.The geoid height was determined by GEOID03.
 GP0172
 GP0172.The dynamic height is computed by dividing the NAVD 88
 GP0172.geopotential number by the normal gravity value computed on the
 GP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0172.degrees latitude (g = 980.6199 gals.).
 GP0172
 GP0172.The modeled gravity was interpolated from observed gravity values.
 GP0172
 GP0172;                    North         East    Units  Estimated Accuracy
 GP0172;SPC AZ C     -   599,820.      247,520.      MT  (+/- 180 meters Scaled)
 GP0172
 GP0172                          SUPERSEDED SURVEY CONTROL
 GP0172
 GP0172  NGVD 29 (??/??/92) 1779.671  (m)         5838.80   (f) ADJ UNCH    1 2
 GP0172
 GP0172.Superseded values are not recommended for survey control.
 GP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0172.See file dsdata.txt to determine how the superseded data were derived.
 GP0172
 GP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF519293(NAD 83)
 GP0172_MARKER: DB = BENCH MARK DISK
 GP0172_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GP0172_SP_SET: UNSPEC. ROCK
 GP0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0172
 GP0172  HISTORY     - Date     Condition        Report By
 GP0172  HISTORY     - UNK      MONUMENTED       CGS
 GP0172  HISTORY     - 1954     MARK NOT FOUND   USGS
 GP0172
 GP0172                          STATION DESCRIPTION
 GP0172
 GP0172'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GP0172'9.25 MI N FROM THE GAP.
 GP0172'9-1/4 MILES NORTH ALONG THE 1921 ROUTE OF THE LEES FERRY ROAD FROM THE
 GP0172'TRADING POST AT THE GAP, COCONINO COUNTY, 400 FEET SOUTH OF AN INDIAN
 GP0172'MUD HUT, 100 FEET WEST OF A BARBED-WIRE FENCE, 30 FEET WEST OF THE OLD
 GP0172'ROAD, AND IN ROCK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0097 ***********************************************************************
 FR0097  DESIGNATION -  X 60
 FR0097  PID         -  FR0097
 FR0097  STATE/COUNTY-  AZ/COCONINO
 FR0097  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0097
 FR0097                         *CURRENT SURVEY CONTROL
 FR0097  ___________________________________________________________________
 FR0097* NAD 83(1986)-  35 21 47.     (N)    112 10 00.     (W)     SCALED    
 FR0097* NAVD 88     -      1987.071  (meters)    6519.25   (feet)  POSTED    
 FR0097  ___________________________________________________________________
 FR0097  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FR0097  DYNAMIC HT  -        1984.320 (meters)    6510.22  (feet)  COMP
 FR0097  MODELED GRAV-     979,177.3   (mgal)                       NAVD 88
 FR0097
 FR0097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0097
 FR0097.The horizontal coordinates were scaled from a topographic map and have
 FR0097.an estimated accuracy of +/- 6 seconds.
 FR0097
 FR0097.The orthometric height was determined by differential leveling
 FR0097.and adjusted by the  in 1992.
 FR0097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0097.rate of 0.0 thru 1.0 mm/km.
 FR0097
 FR0097.The geoid height was determined by GEOID03.
 FR0097
 FR0097.The dynamic height is computed by dividing the NAVD 88
 FR0097.geopotential number by the normal gravity value computed on the
 FR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0097.degrees latitude (g = 980.6199 gals.).
 FR0097
 FR0097.The modeled gravity was interpolated from observed gravity values.
 FR0097
 FR0097;                    North         East    Units  Estimated Accuracy
 FR0097;SPC AZ C     -   483,880.      190,640.      MT  (+/- 180 meters Scaled)
 FR0097
 FR0097                          SUPERSEDED SURVEY CONTROL
 FR0097
 FR0097  NGVD 29 (??/??/92) 1986.095  (m)         6516.05   (f) ADJ UNCH    2 0
 FR0097
 FR0097.Superseded values are not recommended for survey control.
 FR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0097.See file dsdata.txt to determine how the superseded data were derived.
 FR0097
 FR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE940139(NAD 83)
 FR0097_MARKER: DB = BENCH MARK DISK
 FR0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0097_STAMPING: X 60 1934
 FR0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0097+STABILITY: SURFACE MOTION
 FR0097
 FR0097  HISTORY     - Date     Condition        Report By
 FR0097  HISTORY     - 1934     MONUMENTED       CGS
 FR0097  HISTORY     - 1955     GOOD             NGS
 FR0097  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FR0097  HISTORY     - 19870321 MARK NOT FOUND   USPSQD
 FR0097
 FR0097                          STATION DESCRIPTION
 FR0097
 FR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0097'8.5 MI N FROM WILLIAMS.
 FR0097'8-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0097'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 1 POLE SOUTH OF
 FR0097'MILEPOST 8, ABOUT 110 FEET EAST OF A FOURWIRE FENCE, 29 FEET WEST OF
 FR0097'THE CENTER LINE OF THE TRACK, AND 12 FEET SOUTH OF A POLE.  A STANDARD
 FR0097'DISK, STAMPED X 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FR0097
 FR0097                          STATION RECOVERY (1955)
 FR0097
 FR0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0097'RECOVERED IN GOOD CONDITION.
 FR0097
 FR0097                          STATION RECOVERY (1987)
 FR0097
 FR0097'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 FR0097'MARK NOT FOUND.
 FR0097
 FR0097                          STATION RECOVERY (1987)
 FR0097
 FR0097'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0823 ***********************************************************************
 FR0823  DESIGNATION -  X 61
 FR0823  PID         -  FR0823
 FR0823  STATE/COUNTY-  AZ/COCONINO
 FR0823  USGS QUAD   -  TUSAYAN EAST (1981)
 FR0823
 FR0823                         *CURRENT SURVEY CONTROL
 FR0823  ___________________________________________________________________
 FR0823* NAD 83(1986)-  35 59 48.     (N)    112 00 25.     (W)     SCALED    
 FR0823* NAVD 88     -      2266.953  (meters)    7437.49   (feet)  POSTED    
 FR0823  ___________________________________________________________________
 FR0823  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FR0823  DYNAMIC HT  -        2263.840 (meters)    7427.28  (feet)  COMP
 FR0823  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 FR0823
 FR0823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0823
 FR0823.The horizontal coordinates were scaled from a topographic map and have
 FR0823.an estimated accuracy of +/- 6 seconds.
 FR0823
 FR0823.The orthometric height was determined by differential leveling
 FR0823.and adjusted by the  in 1992.
 FR0823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0823.rate of 0.0 thru 1.0 mm/km.
 FR0823
 FR0823.The geoid height was determined by GEOID03.
 FR0823
 FR0823.The dynamic height is computed by dividing the NAVD 88
 FR0823.geopotential number by the normal gravity value computed on the
 FR0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0823.degrees latitude (g = 980.6199 gals.).
 FR0823
 FR0823.The modeled gravity was interpolated from observed gravity values.
 FR0823
 FR0823;                    North         East    Units  Estimated Accuracy
 FR0823;SPC AZ C     -   554,150.      205,220.      MT  (+/- 180 meters Scaled)
 FR0823
 FR0823                          SUPERSEDED SURVEY CONTROL
 FR0823
 FR0823  NGVD 29 (??/??/92) 2265.90   (m)         7434.0    (f) COMPUTED    2 0
 FR0823
 FR0823.Superseded values are not recommended for survey control.
 FR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0823.See file dsdata.txt to determine how the superseded data were derived.
 FR0823
 FR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE092840(NAD 83)
 FR0823_MARKER: DB = BENCH MARK DISK
 FR0823_SETTING: 66 = SET IN ROCK OUTCROP
 FR0823_SP_SET: LIMESTONE OUTCROP
 FR0823_STAMPING: X 61 1934
 FR0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0823+STABILITY: POSITION/ELEVATION WELL
 FR0823
 FR0823  HISTORY     - Date     Condition        Report By
 FR0823  HISTORY     - 1934     MONUMENTED       CGS
 FR0823  HISTORY     - 20060813 MARK NOT FOUND   GEOCAC
 FR0823
 FR0823                          STATION DESCRIPTION
 FR0823
 FR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0823'10.3 MI E FROM GRAND CANYON.
 FR0823'ABOUT 10.3 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 FR0823'GRAND CANYON, COCONINO COUNTY, AT THE WEST END OF A TANGENT, ABOUT 48
 FR0823'YARDS WEST OF A 2-FOOT GALVANIZED-IRON CULVERT, 64 FEET SOUTH OF THE
 FR0823'CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A ROCK MOUND, IN THE TOP
 FR0823'OF A LARGE LIMESTONE OUTCROP, AND ABOUT 2 INCHES ABOVE GROUND.  A
 FR0823'STANDARD DISK, STAMPED X 61 1934.
 FR0823
 FR0823                          STATION RECOVERY (2006)
 FR0823
 FR0823'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FR0823'FOLLOWING THE DESCRIPTION LEADS TO A LOCATION WHERE DITCHES ON EITHER
 FR0823'SIDE OF 64 WOULD INDICATE THAT THERE WAS ONCE A CULVERT.
 FR0823'NO CULVERT IS PRESENT IN EITHER DIRECTION ALONG 64 FOR MORE THAN 0.5
 FR0823'MILES.
 FR0823'APPROX 150 FEET TO THE WEST OF THE DITCH ON THE SOUTH SIDE OF THE
 FR0823'HIGHWAY IS A ROCK PILE.
 FR0823'THERE IS A SLAB OF LIMESTONE AT GROUND LEVEL ABOUT 3 FEET NORTH OF THE
 FR0823'ROCK PILE AND ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 FR0823'THE AREA APPEARS TO BE SUBJECT TO FLOODING AND THE ENTIRE AREA,
 FR0823'INCLUDING THE LIMESTONE, IS COVERED WITH A LAYER OF MUD AND PLANT
 FR0823'MATERIAL.
 FR0823'ATTEMPTED TO LOCATE THE BM.
 FR0823'IT IS POSSIBLE THAT THE MARK IS STILL THERE, BUT I DID NOT HAVE THE
 FR0823'TOOLS NEEDED (METAL DETECTOR AND DIGGING TOOLS) TO DO ANY FURTHER
 FR0823'SEARCHING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0127 ***********************************************************************
 FQ0127  DESIGNATION -  X 63
 FQ0127  PID         -  FQ0127
 FQ0127  STATE/COUNTY-  AZ/NAVAJO
 FQ0127  USGS QUAD   -  HOTEVILLA (1991)
 FQ0127
 FQ0127                         *CURRENT SURVEY CONTROL
 FQ0127  ___________________________________________________________________
 FQ0127* NAD 83(1986)-  35 56 41.     (N)    110 41 39.     (W)     SCALED    
 FQ0127* NAVD 88     -      1801.306  (meters)    5909.78   (feet)  ADJUSTED  
 FQ0127  ___________________________________________________________________
 FQ0127  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 FQ0127  DYNAMIC HT  -        1798.965 (meters)    5902.10  (feet)  COMP
 FQ0127  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 FQ0127
 FQ0127  VERT ORDER  -  SECOND    CLASS 0
 FQ0127
 FQ0127.The horizontal coordinates were scaled from a topographic map and have
 FQ0127.an estimated accuracy of +/- 6 seconds.
 FQ0127
 FQ0127.The orthometric height was determined by differential leveling
 FQ0127.and adjusted in June 1991.
 FQ0127
 FQ0127.The geoid height was determined by GEOID03.
 FQ0127
 FQ0127.The dynamic height is computed by dividing the NAVD 88
 FQ0127.geopotential number by the normal gravity value computed on the
 FQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0127.degrees latitude (g = 980.6199 gals.).
 FQ0127
 FQ0127.The modeled gravity was interpolated from observed gravity values.
 FQ0127
 FQ0127;                    North         East    Units  Estimated Accuracy
 FQ0127;SPC AZ E     -   548,510.      165,770.      MT  (+/- 180 meters Scaled)
 FQ0127
 FQ0127                          SUPERSEDED SURVEY CONTROL
 FQ0127
 FQ0127  NGVD 29 (??/??/92) 1800.388  (m)         5906.77   (f) ADJ UNCH    2 0
 FQ0127
 FQ0127.Superseded values are not recommended for survey control.
 FQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0127.See file dsdata.txt to determine how the superseded data were derived.
 FQ0127
 FQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE275778(NAD 83)
 FQ0127_MARKER: DB = BENCH MARK DISK
 FQ0127_SETTING: 0 = UNSPECIFIED SETTING
 FQ0127_STAMPING: X 63 1934
 FQ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0127
 FQ0127  HISTORY     - Date     Condition        Report By
 FQ0127  HISTORY     - 1934     MONUMENTED       CGS
 FQ0127  HISTORY     - 1966     GOOD             USGS
 FQ0127
 FQ0127                          STATION DESCRIPTION
 FQ0127
 FQ0127'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FQ0127'9.0 MI NW FROM ORAIBI.
 FQ0127'FROM THE HOTEVILLA DAY SCHOOL, DRIVE EAST 0.2 MILE TO STATE HIGHWAY
 FQ0127'264, THENCE NORTH 1.5 MILES, THENCE WEST ALONG DIRT ROAD FOR 1.5 MILE
 FQ0127'TO BM.  AT THE CREST OF A SMALL RISE ASCENDING OUT OF A DRY WASH AND
 FQ0127'CULTIVATED FIELDS AND 35 FEET NORTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0013 ***********************************************************************
 FQ0013  DESIGNATION -  X 64
 FQ0013  PID         -  FQ0013
 FQ0013  STATE/COUNTY-  AZ/NAVAJO
 FQ0013  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0013
 FQ0013                         *CURRENT SURVEY CONTROL
 FQ0013  ___________________________________________________________________
 FQ0013* NAD 83(1986)-  35 48 15.     (N)    110 12 00.     (W)     SCALED    
 FQ0013* NAVD 88     -      1945.343  (meters)    6382.35   (feet)  ADJUSTED  
 FQ0013  ___________________________________________________________________
 FQ0013  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 FQ0013  DYNAMIC HT  -        1942.757 (meters)    6373.86  (feet)  COMP
 FQ0013  MODELED GRAV-     979,233.6   (mgal)                       NAVD 88
 FQ0013
 FQ0013  VERT ORDER  -  SECOND    CLASS 0
 FQ0013
 FQ0013.The horizontal coordinates were scaled from a topographic map and have
 FQ0013.an estimated accuracy of +/- 6 seconds.
 FQ0013
 FQ0013.The orthometric height was determined by differential leveling
 FQ0013.and adjusted in June 1991.
 FQ0013
 FQ0013.The geoid height was determined by GEOID03.
 FQ0013
 FQ0013.The dynamic height is computed by dividing the NAVD 88
 FQ0013.geopotential number by the normal gravity value computed on the
 FQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0013.degrees latitude (g = 980.6199 gals.).
 FQ0013
 FQ0013.The modeled gravity was interpolated from observed gravity values.
 FQ0013
 FQ0013;                    North         East    Units  Estimated Accuracy
 FQ0013;SPC AZ E     -   532,790.      210,350.      MT  (+/- 180 meters Scaled)
 FQ0013
 FQ0013                          SUPERSEDED SURVEY CONTROL
 FQ0013
 FQ0013  NGVD 29 (??/??/92) 1944.416  (m)         6379.30   (f) ADJ UNCH    2 0
 FQ0013
 FQ0013.Superseded values are not recommended for survey control.
 FQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0013.See file dsdata.txt to determine how the superseded data were derived.
 FQ0013
 FQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE722625(NAD 83)
 FQ0013_MARKER: DB = BENCH MARK DISK
 FQ0013_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0013_SP_SET: SANDSTONE OUTCROP
 FQ0013_STAMPING: X 64 1934
 FQ0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0013+STABILITY: POSITION/ELEVATION WELL
 FQ0013
 FQ0013  HISTORY     - Date     Condition        Report By
 FQ0013  HISTORY     - 1934     MONUMENTED       CGS
 FQ0013  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0013
 FQ0013                          STATION DESCRIPTION
 FQ0013
 FQ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0013'0.5 MI S FROM KEAMS CANYON.
 FQ0013'0.5 MILE SOUTH ALONG THE GANADO ROAD FROM THE POST OFFICE AT KEAMS
 FQ0013'CANYON, NAVAJO COUNTY, AT THE TOP OF A STEEP HILL, 50 YARDS NORTH OF A
 FQ0013'DIM ROAD LEADING SOUTHWEST, 55 FEET WEST OF THE RIM OF A CANYON, 43
 FQ0013'FEET EAST OF THE CENTER OF THE INTERSECTION OF A ROAD LEADING EAST, 43
 FQ0013'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING TO GANADO, AND IN THE
 FQ0013'TOP OF A LARGE SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED X 64 1934.
 FQ0013'NOTE-- WE FIND THE BENCH MARK FALLS IN THE MIDDLE OF THE NEW ROAD,
 FQ0013'THEREFORE IT IS PROBABLY DESTROYED.
 FQ0013
 FQ0013                          STATION RECOVERY (1965)
 FQ0013
 FQ0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0080 ***********************************************************************
 ES0080  DESIGNATION -  X 65 RM 2
 ES0080  PID         -  ES0080
 ES0080  STATE/COUNTY-  AZ/NAVAJO
 ES0080  USGS QUAD   -  HOLBROOK (1986)
 ES0080
 ES0080                         *CURRENT SURVEY CONTROL
 ES0080  ___________________________________________________________________
 ES0080* NAD 83(1986)-  34 55 26.     (N)    110 08 46.     (W)     SCALED    
 ES0080* NAVD 88     -      1595.73   (+/-2cm)    5235.3    (feet)  VERTCON   
 ES0080  ___________________________________________________________________
 ES0080  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ES0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0080
 ES0080.The horizontal coordinates were scaled from a topographic map and have
 ES0080.an estimated accuracy of +/- 6 seconds.
 ES0080
 ES0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0080.The vertical order pertains to the NGVD 29 superseded value.
 ES0080
 ES0080.The geoid height was determined by GEOID03.
 ES0080
 ES0080;                    North         East    Units  Estimated Accuracy
 ES0080;SPC AZ E     -   435,130.      215,240.      MT  (+/- 180 meters Scaled)
 ES0080
 ES0080                          SUPERSEDED SURVEY CONTROL
 ES0080
 ES0080  NGVD 29 (??/??/92) 1594.905  (m)         5232.62   (f) ADJ UNCH    2 0
 ES0080
 ES0080.Superseded values are not recommended for survey control.
 ES0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0080.See file dsdata.txt to determine how the superseded data were derived.
 ES0080
 ES0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD779649(NAD 83)
 ES0080_MARKER: DR = REFERENCE MARK DISK
 ES0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0080_STAMPING: BM X 65 NO 2 1956
 ES0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0080+STABILITY: SURFACE MOTION
 ES0080
 ES0080  HISTORY     - Date     Condition        Report By
 ES0080  HISTORY     - 1936     MONUMENTED       CGS
 ES0080  HISTORY     - 1959     GOOD             NGS
 ES0080  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0080
 ES0080                          STATION DESCRIPTION
 ES0080
 ES0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ES0080'1.8 MI NE FROM HOLBROOK.
 ES0080'1.85 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT
 ES0080'HOLBROOK, NAVAJO COUNTY, ABOUT 150 FEET SOUTHWEST OF BOBS 66 CAFE, 47
 ES0080'FEET WEST OF A GRAVELED ROAD LEADING NORTH, 17.6 FEET EAST OF A FENCE,
 ES0080'18 INCHES SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 ES0080'POST THAT PROJECTS 2 INCHES.
 ES0080
 ES0080                          STATION RECOVERY (1983)
 ES0080
 ES0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0080'THERE HAS BEEN CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0206 ***********************************************************************
 ER0206  DESIGNATION -  X 66
 ER0206  PID         -  ER0206
 ER0206  STATE/COUNTY-  AZ/APACHE
 ER0206  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0206
 ER0206                         *CURRENT SURVEY CONTROL
 ER0206  ___________________________________________________________________
 ER0206* NAD 83(1986)-  34 07 58.     (N)    109 16 18.     (W)     SCALED    
 ER0206* NAVD 88     -      2125.701  (meters)    6974.07   (feet)  ADJUSTED  
 ER0206  ___________________________________________________________________
 ER0206  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ER0206  DYNAMIC HT  -        2122.407 (meters)    6963.26  (feet)  COMP
 ER0206  MODELED GRAV-     979,010.0   (mgal)                       NAVD 88
 ER0206
 ER0206  VERT ORDER  -  SECOND    CLASS 0
 ER0206
 ER0206.The horizontal coordinates were scaled from a topographic map and have
 ER0206.an estimated accuracy of +/- 6 seconds.
 ER0206
 ER0206.The orthometric height was determined by differential leveling
 ER0206.and adjusted in June 1991.
 ER0206
 ER0206.The geoid height was determined by GEOID03.
 ER0206
 ER0206.The dynamic height is computed by dividing the NAVD 88
 ER0206.geopotential number by the normal gravity value computed on the
 ER0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0206.degrees latitude (g = 980.6199 gals.).
 ER0206
 ER0206.The modeled gravity was interpolated from observed gravity values.
 ER0206
 ER0206;                    North         East    Units  Estimated Accuracy
 ER0206;SPC AZ E     -   347,740.      295,910.      MT  (+/- 180 meters Scaled)
 ER0206
 ER0206                          SUPERSEDED SURVEY CONTROL
 ER0206
 ER0206  NGVD 29 (??/??/92) 2124.753  (m)         6970.96   (f) ADJ UNCH    2 0
 ER0206
 ER0206.Superseded values are not recommended for survey control.
 ER0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0206.See file dsdata.txt to determine how the superseded data were derived.
 ER0206
 ER0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC593782(NAD 83)
 ER0206_MARKER: DB = BENCH MARK DISK
 ER0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ER0206_SP_SET: BRIDGE
 ER0206_STAMPING: X-66 1934
 ER0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0206
 ER0206  HISTORY     - Date     Condition        Report By
 ER0206  HISTORY     - 1934     MONUMENTED       CGS
 ER0206  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0206
 ER0206                          STATION DESCRIPTION
 ER0206
 ER0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0206'0.8 MI E FROM SPRINGERVILLE.
 ER0206'AT THE JUNCTION OF HWYS. NO. 60 AND NO. 71. ABOUT 400 FEET EAST OF THE
 ER0206'INTERSECTION.  SET ON THE SOUTH HEADWALL OF A CONCRETE BRIDGE.
 ER0206
 ER0206                          STATION RECOVERY (1969)
 ER0206
 ER0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1081 ***********************************************************************
 CZ1081  DESIGNATION -  X 68
 CZ1081  PID         -  CZ1081
 CZ1081  STATE/COUNTY-  AZ/PINAL
 CZ1081  USGS QUAD   -  ELOY NORTH (1992)
 CZ1081
 CZ1081                         *CURRENT SURVEY CONTROL
 CZ1081  ___________________________________________________________________
 CZ1081* NAD 83(1986)-  32 51 57.     (N)    111 30 38.     (W)     SCALED    
 CZ1081* NAVD 88     -       450.795  (meters)    1478.98   (feet)  ADJUSTED  
 CZ1081  ___________________________________________________________________
 CZ1081  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ1081  DYNAMIC HT  -         450.234 (meters)    1477.14  (feet)  COMP
 CZ1081  MODELED GRAV-     979,379.4   (mgal)                       NAVD 88
 CZ1081
 CZ1081  VERT ORDER  -  FIRST     CLASS II
 CZ1081
 CZ1081.The horizontal coordinates were scaled from a topographic map and have
 CZ1081.an estimated accuracy of +/- 6 seconds.
 CZ1081
 CZ1081.The orthometric height was determined by differential leveling
 CZ1081.and adjusted in November 1993.
 CZ1081
 CZ1081.The geoid height was determined by GEOID03.
 CZ1081
 CZ1081.The dynamic height is computed by dividing the NAVD 88
 CZ1081.geopotential number by the normal gravity value computed on the
 CZ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1081.degrees latitude (g = 980.6199 gals.).
 CZ1081
 CZ1081.The modeled gravity was interpolated from observed gravity values.
 CZ1081
 CZ1081;                    North         East    Units  Estimated Accuracy
 CZ1081;SPC AZ C     -   206,950.      251,370.      MT  (+/- 180 meters Scaled)
 CZ1081
 CZ1081                          SUPERSEDED SURVEY CONTROL
 CZ1081
 CZ1081  NGVD 29 (??/??/92)  450.533  (m)         1478.12   (f) ADJ UNCH    1 2
 CZ1081
 CZ1081.Superseded values are not recommended for survey control.
 CZ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1081.See file dsdata.txt to determine how the superseded data were derived.
 CZ1081
 CZ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522365(NAD 83)
 CZ1081_MARKER: DB = BENCH MARK DISK
 CZ1081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CZ1081_SP_SET: HEADWALL
 CZ1081_STAMPING: X 68 1934
 CZ1081_MARK LOGO: CGS   
 CZ1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1081+STABILITY: SURFACE MOTION
 CZ1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1081+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 CZ1081
 CZ1081  HISTORY     - Date     Condition        Report By
 CZ1081  HISTORY     - 1934     MONUMENTED       CGS
 CZ1081  HISTORY     - 1967     GOOD             NGS
 CZ1081  HISTORY     - 19920103 GOOD             NGS
 CZ1081  HISTORY     - 20070401 GOOD             GEOCAC
 CZ1081
 CZ1081                          STATION DESCRIPTION
 CZ1081
 CZ1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1081'10.7 MI N FROM PICACHO.
 CZ1081'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1081'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 9.7 MILES NORTH ALONG
 CZ1081'THE SOUTHERN PACIFIC RAILROAD, IN S 27, T 6 S, R 8 E, 79 FEET NORTH OF
 CZ1081'THE CENTER OF THE CROSSING OF THE RAILROAD AND A ROAD, 7 POLES NORTH
 CZ1081'OF MILEPOST 970, 3 1/2 RAILS NORTH OF THE NORTH END OF THE RAILROAD
 CZ1081'TRESTLE OVER THE CASA GRANDE-FLORENCE CANAL, 13 1/2 FEET WEST OF THE
 CZ1081'WEST RAIL OF THE TRACK, SET IN THE CENTER OF THE TOP OF THE WEST
 CZ1081'CONCRETE HEAD WALL OF A 24-INCH CONCRETE CULVERT UNDER THE TRACKS, AND
 CZ1081'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS.
 CZ1081
 CZ1081                          STATION RECOVERY (1992)
 CZ1081
 CZ1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1081'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1081'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1081'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1081'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 13.6 KM (8.45 MI)
 CZ1081'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.7 M
 CZ1081'(2.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 CZ1081'CULVERT, 44.0 M (144.4 FT) NORTH OF THE CENTER OF A CANAL, 3.9 M
 CZ1081'(12.8 FT) WEST OF THE NEAR RAIL, AND 1.6 M (5.2 FT) BELOW THE LEVEL
 CZ1081'OF THE TRACK.
 CZ1081
 CZ1081                          STATION RECOVERY (2007)
 CZ1081
 CZ1081'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0236 ***********************************************************************
 DT0236  DESIGNATION -  X 69
 DT0236  PID         -  DT0236
 DT0236  STATE/COUNTY-  AZ/GREENLEE
 DT0236  USGS QUAD   -  STRAYHORSE (1991)
 DT0236
 DT0236                         *CURRENT SURVEY CONTROL
 DT0236  ___________________________________________________________________
 DT0236* NAD 83(1986)-  33 35 01.     (N)    109 21 37.     (W)     SCALED    
 DT0236* NAVD 88     -      2814.137  (meters)    9232.71   (feet)  ADJUSTED  
 DT0236  ___________________________________________________________________
 DT0236  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 DT0236  DYNAMIC HT  -        2809.320 (meters)    9216.91  (feet)  COMP
 DT0236  MODELED GRAV-     978,822.3   (mgal)                       NAVD 88
 DT0236
 DT0236  VERT ORDER  -  SECOND    CLASS 0
 DT0236
 DT0236.The horizontal coordinates were scaled from a topographic map and have
 DT0236.an estimated accuracy of +/- 6 seconds.
 DT0236
 DT0236.The orthometric height was determined by differential leveling
 DT0236.and adjusted in June 1991.
 DT0236
 DT0236.The geoid height was determined by GEOID03.
 DT0236
 DT0236.The dynamic height is computed by dividing the NAVD 88
 DT0236.geopotential number by the normal gravity value computed on the
 DT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0236.degrees latitude (g = 980.6199 gals.).
 DT0236
 DT0236.The modeled gravity was interpolated from observed gravity values.
 DT0236
 DT0236;                    North         East    Units  Estimated Accuracy
 DT0236;SPC AZ E     -   286,770.      288,210.      MT  (+/- 180 meters Scaled)
 DT0236
 DT0236                          SUPERSEDED SURVEY CONTROL
 DT0236
 DT0236  NGVD 29 (??/??/92) 2812.909  (m)         9228.69   (f) ADJ UNCH    2 0
 DT0236
 DT0236.Superseded values are not recommended for survey control.
 DT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0236.See file dsdata.txt to determine how the superseded data were derived.
 DT0236
 DT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC521171(NAD 83)
 DT0236_MARKER: DB = BENCH MARK DISK
 DT0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0236_STAMPING: X-69 1934
 DT0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0236+STABILITY: SURFACE MOTION
 DT0236
 DT0236  HISTORY     - Date     Condition        Report By
 DT0236  HISTORY     - 1934     MONUMENTED       CGS
 DT0236
 DT0236                          STATION DESCRIPTION
 DT0236
 DT0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0236'30.2 MI S FROM ALPINE.
 DT0236'30.2 MILES SOUTH ON STATE HIGHWAY NO.71 3/10TH OF A MILE SOUTH OF THE
 DT0236'NORTH BOUNDARY OF CROOK NATIONAL FOREST OPPOSITE THE NORTH JUNCTION OF
 DT0236'THE HIGHWAY AND ROAD LEADING TO THE GREENLEE SCOUT CAMP AND 42 FEET
 DT0236'EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0227 ***********************************************************************
 DB0227  DESIGNATION -  X 7
 DB0227  PID         -  DB0227
 DB0227  STATE/COUNTY-  AZ/YUMA
 DB0227  USGS QUAD   -  YUMA EAST (1994)
 DB0227
 DB0227                         *CURRENT SURVEY CONTROL
 DB0227  ___________________________________________________________________
 DB0227* NAD 83(1986)-  32 40 51.     (N)    114 34 09.     (W)     SCALED    
 DB0227* NAVD 88     -        66.550  (meters)     218.34   (feet)  ADJUSTED  
 DB0227  ___________________________________________________________________
 DB0227  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DB0227  DYNAMIC HT  -          66.474 (meters)     218.09  (feet)  COMP
 DB0227  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 DB0227
 DB0227  VERT ORDER  -  FIRST     CLASS II
 DB0227
 DB0227.The horizontal coordinates were scaled from a topographic map and have
 DB0227.an estimated accuracy of +/- 6 seconds.
 DB0227
 DB0227.The orthometric height was determined by differential leveling
 DB0227.and adjusted in June 1991.
 DB0227
 DB0227.The geoid height was determined by GEOID03.
 DB0227
 DB0227.The dynamic height is computed by dividing the NAVD 88
 DB0227.geopotential number by the normal gravity value computed on the
 DB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0227.degrees latitude (g = 980.6199 gals.).
 DB0227
 DB0227.The modeled gravity was interpolated from observed gravity values.
 DB0227
 DB0227;                    North         East    Units  Estimated Accuracy
 DB0227;SPC AZ W     -   186,660.      136,540.      MT  (+/- 180 meters Scaled)
 DB0227
 DB0227                          SUPERSEDED SURVEY CONTROL
 DB0227
 DB0227  NGVD 29 (??/??/??)   65.895  (m)          216.19   (f) ADJUSTED    1 2
 DB0227
 DB0227.Superseded values are not recommended for survey control.
 DB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0227.See file dsdata.txt to determine how the superseded data were derived.
 DB0227
 DB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS279185(NAD 83)
 DB0227_MARKER: DB = BENCH MARK DISK
 DB0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0227_STAMPING: 216.105 X 7 1927
 DB0227_MARK LOGO: CGS   
 DB0227_PROJECTION: PROJECTING 30 CENTIMETERS
 DB0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0227+STABILITY: SURFACE MOTION
 DB0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB0227+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DB0227
 DB0227  HISTORY     - Date     Condition        Report By
 DB0227  HISTORY     - 1927     MONUMENTED       CGS
 DB0227  HISTORY     - 1960     GOOD             NGS
 DB0227  HISTORY     - 1981     GOOD             NGS
 DB0227  HISTORY     - 1981     GOOD             NGS
 DB0227  HISTORY     - 19950524 GOOD             USPSQD
 DB0227  HISTORY     - 20060406 GOOD             INDIV
 DB0227
 DB0227                          STATION DESCRIPTION
 DB0227
 DB0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0227'3.2 MI W FROM ARABY.
 DB0227'3.25 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DB0227'STATION AT ARABY, 133 FEET SOUTHEAST OF SEMAPHORE 737.38, 88
 DB0227'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRACK, 82 FEET
 DB0227'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION HOUSE AT
 DB0227'EAST YARD, 18 FEET EAST OF THE TELEPHONE LINES, SET IN A SQUARE
 DB0227'CONCRETE POST PROJECTING 1 FOOT.
 DB0227
 DB0227                          STATION RECOVERY (1981)
 DB0227
 DB0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0227'7.5 KM (4.65 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0227'THE STATION IN YUMA, 1.2 KM (0.75 MI) SOUTHEAST OF THE AVENUE 3E
 DB0227'OVERPASS, 21.5 M (70.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 40.1 M
 DB0227'(132 FT) SOUTHEAST OF A RAILROAD SIGNAL TOWER, 21.1 M (69.0 FT)
 DB0227'SOUTHWEST OF A CYLINDIRCAL CONCRETE RAILROAD BUILDING, 5.2 M (17.0 FT)
 DB0227'NORTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD ALONG AN ORCHARD.
 DB0227'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DB0227'THE MARK IS 0.6 M BELOW THE TRACKS.
 DB0227
 DB0227                          STATION RECOVERY (1981)
 DB0227
 DB0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0227'7.5 KM (4.65 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0227'THE STATION IN YUMA, 1.2 KM (0.75 MI) SOUTHEAST OF THE AVENUE 3E
 DB0227'OVERPASS, 21.5 M (70.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 40.1 M
 DB0227'(132 FT) SOUTHEAST OF A RAILROAD SIGNAL TOWER, 21.1 M (69.0 FT)
 DB0227'SOUTHWEST OF A CYLINDIRCAL CONCRETE RAILROAD BUILDING, 5.2 M (17.0 FT)
 DB0227'NORTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD ALONG AN ORCHARD.
 DB0227'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DB0227'THE MARK IS 0.6 M BELOW THE TRACKS.
 DB0227
 DB0227                          STATION RECOVERY (1995)
 DB0227
 DB0227'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0227'RECOVERED IN GOOD CONDITION.
 DB0227
 DB0227                          STATION RECOVERY (2006)
 DB0227
 DB0227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LRD)
 DB0227'RECOVERED INTACT, HOWEVER CONCRETE BASE NOW SHOWS SIGNS OF DISTRESS
 DB0227'WITH SPIDER WEBBING OF CRACKS THROUGHOUT BROUGHT ON BY THE SEVERE
 DB0227'VIBRATIONS OF THE PASSING NEARBY TRAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0147 ***********************************************************************
 FQ0147  DESIGNATION -  X 70
 FQ0147  PID         -  FQ0147
 FQ0147  STATE/COUNTY-  AZ/NAVAJO
 FQ0147  USGS QUAD   -  GARCES MESAS NE (1967)
 FQ0147
 FQ0147                         *CURRENT SURVEY CONTROL
 FQ0147  ___________________________________________________________________
 FQ0147* NAD 83(1986)-  35 37 57.     (N)    110 45 47.     (W)     SCALED    
 FQ0147* NAVD 88     -      1571.028  (meters)    5154.28   (feet)  ADJUSTED  
 FQ0147  ___________________________________________________________________
 FQ0147  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0147  DYNAMIC HT  -        1569.001 (meters)    5147.63  (feet)  COMP
 FQ0147  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 FQ0147
 FQ0147  VERT ORDER  -  SECOND    CLASS 0
 FQ0147
 FQ0147.The horizontal coordinates were scaled from a topographic map and have
 FQ0147.an estimated accuracy of +/- 6 seconds.
 FQ0147
 FQ0147.The orthometric height was determined by differential leveling
 FQ0147.and adjusted in June 1991.
 FQ0147
 FQ0147.The geoid height was determined by GEOID03.
 FQ0147
 FQ0147.The dynamic height is computed by dividing the NAVD 88
 FQ0147.geopotential number by the normal gravity value computed on the
 FQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0147.degrees latitude (g = 980.6199 gals.).
 FQ0147
 FQ0147.The modeled gravity was interpolated from observed gravity values.
 FQ0147
 FQ0147;                    North         East    Units  Estimated Accuracy
 FQ0147;SPC AZ E     -   513,910.      159,340.      MT  (+/- 180 meters Scaled)
 FQ0147
 FQ0147                          SUPERSEDED SURVEY CONTROL
 FQ0147
 FQ0147  NGVD 29 (??/??/92) 1570.208  (m)         5151.59   (f) ADJ UNCH    2 0
 FQ0147
 FQ0147.Superseded values are not recommended for survey control.
 FQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0147.See file dsdata.txt to determine how the superseded data were derived.
 FQ0147
 FQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE214432(NAD 83)
 FQ0147_MARKER: DB = BENCH MARK DISK
 FQ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0147_STAMPING: X 70 1934
 FQ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0147+STABILITY: SURFACE MOTION
 FQ0147
 FQ0147  HISTORY     - Date     Condition        Report By
 FQ0147  HISTORY     - 1934     MONUMENTED       CGS
 FQ0147  HISTORY     - 1955     GOOD             NGS
 FQ0147
 FQ0147                          STATION DESCRIPTION
 FQ0147
 FQ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0147'19.5 MI SW FROM ORAIBI.
 FQ0147'ABOUT 19.5 MILES SOUTHWEST ALONG THE HIGHWAY TOWARD LEUPP FROM THE
 FQ0147'POST OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 88 YARDS SOUTHWEST OF A
 FQ0147'TRIPLE 36-INCH GALVANIZED-IRON PIPE CULVERT, AND 112 FEET WEST OF THE
 FQ0147'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 70 1934 AND
 FQ0147'SET IN THE TOP OF A CONCRETE POST.
 FQ0147
 FQ0147                          STATION RECOVERY (1955)
 FQ0147
 FQ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0042 ***********************************************************************
 FQ0042  DESIGNATION -  X 71
 FQ0042  PID         -  FQ0042
 FQ0042  STATE/COUNTY-  AZ/COCONINO
 FQ0042  USGS QUAD   -  TUCKER MESA (1983)
 FQ0042
 FQ0042                         *CURRENT SURVEY CONTROL
 FQ0042  ___________________________________________________________________
 FQ0042* NAD 83(1992)-  35 04 24.74051(N)    110 51 28.84876(W)     ADJUSTED  
 FQ0042* NAVD 88     -      1546.936  (meters)    5075.24   (feet)  ADJUSTED  
 FQ0042  ___________________________________________________________________
 FQ0042  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FQ0042  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0042  DYNAMIC HT  -        1544.874 (meters)    5068.47  (feet)  COMP
 FQ0042  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 FQ0042
 FQ0042  HORZ ORDER  -  SECOND
 FQ0042  VERT ORDER  -  SECOND    CLASS 0
 FQ0042
 FQ0042.The horizontal coordinates were established by classical geodetic methods
 FQ0042.and adjusted by the National Geodetic Survey in August 1993.
 FQ0042
 FQ0042.The orthometric height was determined by differential leveling
 FQ0042.and adjusted in June 1991.
 FQ0042
 FQ0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0042
 FQ0042.The geoid height was determined by GEOID03.
 FQ0042
 FQ0042.The dynamic height is computed by dividing the NAVD 88
 FQ0042.geopotential number by the normal gravity value computed on the
 FQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0042.degrees latitude (g = 980.6199 gals.).
 FQ0042
 FQ0042.The modeled gravity was interpolated from observed gravity values.
 FQ0042
 FQ0042;                    North         East     Units Scale Factor Converg.
 FQ0042;SPC AZ C     -   452,244.491   309,908.189   MT  1.00001485   +0 36 30.2
 FQ0042;SPC AZ C     - 1,483,741.77  1,016,759.15   iFT  1.00001485   +0 36 30.2
 FQ0042;SPC AZ E     -   451,950.499   150,310.507   MT  0.99994898   -0 23 50.2
 FQ0042;SPC AZ E     - 1,482,777.23    493,144.71   iFT  0.99994898   -0 23 50.2
 FQ0042;UTM  12      - 3,881,207.530   512,944.901   MT  0.99960207   +0 04 53.7
 FQ0042
 FQ0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0042!SPC AZ C     -   0.99976103  x   1.00001485  =   0.99977588
 FQ0042!SPC AZ E     -   0.99976103  x   0.99994898  =   0.99971002
 FQ0042!UTM  12      -   0.99976103  x   0.99960207  =   0.99936320
 FQ0042
 FQ0042|---------------------------------------------------------------------|
 FQ0042| PID    Reference Object                     Distance      Geod. Az  |
 FQ0042|                                                           dddmmss.s |
 FQ0042| FQ0521 X 71 RM 1                            10.860 METERS 06322     |
 FQ0042| CD4015 X 71 AZ MK                                         1064009.7 |
 FQ0042| FQ0066 X 71 RM 3                            29.968 METERS 12725     |
 FQ0042| ES1121 SUNSET                              APPROX.21.1 KM 2064412.8 |
 FQ0042| FQ0065 X 71 RM 4                            30.769 METERS 27152     |
 FQ0042| FQ0596 SUNSHINE ATT MICROWAVE TOWER        APPROX.16.8 KM 2861644.4 |
 FQ0042| FQ0522 X 71 RM 2                            10.211 METERS 34411     |
 FQ0042|---------------------------------------------------------------------|
 FQ0042
 FQ0042                          SUPERSEDED SURVEY CONTROL
 FQ0042
 FQ0042  NAD 83(1986)-  35 04 24.73420(N)    110 51 28.85124(W) AD(       ) 2
 FQ0042  NAD 27      -  35 04 24.67400(N)    110 51 26.35200(W) AD(       ) 2
 FQ0042  NGVD 29 (??/??/92) 1546.149  (m)         5072.66   (f) ADJ UNCH    2 0
 FQ0042
 FQ0042.Superseded values are not recommended for survey control.
 FQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0042.See file dsdata.txt to determine how the superseded data were derived.
 FQ0042
 FQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD1294581208(NAD 83)
 FQ0042_MARKER: DB = BENCH MARK DISK
 FQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0042_STAMPING: X 71 1934
 FQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0042+STABILITY: SURFACE MOTION
 FQ0042
 FQ0042  HISTORY     - Date     Condition        Report By
 FQ0042  HISTORY     - 1936     MONUMENTED       CGS
 FQ0042  HISTORY     - 1953     GOOD             CGS
 FQ0042  HISTORY     - 1955     GOOD             CGS
 FQ0042  HISTORY     - 1956     GOOD             NGS
 FQ0042  HISTORY     - 1958     GOOD             CGS
 FQ0042  HISTORY     - 1958     GOOD             NGS
 FQ0042  HISTORY     - 1971     SEE DESCRIPTION  AZHD
 FQ0042  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0042
 FQ0042                          STATION DESCRIPTION
 FQ0042
 FQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FQ0042'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF WINSLOW, 60
 FQ0042'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66, IN LINE WITH
 FQ0042'THE CENTER OF THE LEUPP ROAD TO THE NORTH, 6 FEET NORTH-NORTHEAST
 FQ0042'OF A TELEPHONE POLE, 6 FEET NORTH OF THE TELEPHONE LINE,
 FQ0042'30 FEET NORTH OF AN EAST-WEST FENCE.
 FQ0042'
 FQ0042'TO REACH THE STATION FROM WINSLOW GO WEST FROM THE POST OFFICE
 FQ0042'ON U.S. HIGHWAY 66 FOR 9.6 MILES TO A T-ROAD NORTH, A FILLING
 FQ0042'STATION ON THE RIGHT AND THE STATION ON THE LEFT BETWEEN
 FQ0042'THE HIGHWAY AND THE RAILROAD TRACKS.
 FQ0042'
 FQ0042'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 50 FEET
 FQ0042'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 66, 6 FEET NORTH OF THE
 FQ0042'TELEPHONE LINE, 7 FEET SOUTH OF A CAMP KEYTON SIGN FACING
 FQ0042'WEST, 16 FEET WEST OF A TELEPHONE POLE.
 FQ0042'
 FQ0042'REFERENCE MARK NO. 1 IS 35.63 FEET NORTHEAST OF THE STATION.
 FQ0042'
 FQ0042'REFERENCE MARK NO. 2 IS 33.50 FEET NORTH-NORTHWEST OF THE
 FQ0042'STATION.
 FQ0042'
 FQ0042'ALL LINES WERE VISIBLE FROM THIS STATION FROM A 4-FOOT STAND.
 FQ0042'
 FQ0042'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 FQ0042'DESCRIBED.
 FQ0042'
 FQ0042'HEIGHT OF LIGHT ABOVE STATION MARK - 6 FEET.
 FQ0042
 FQ0042                          STATION RECOVERY (1953)
 FQ0042
 FQ0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 FQ0042'STATION WAS RECOVERED IN GOOD CONDITION, BUT THE REFERENCE
 FQ0042'MARKS AND AZIMUTH MARK WERE DESTROYED BY HIGHWAY CONSTRUCTION.
 FQ0042'THE ORIGINAL DESCRIPTION WAS COMPLETE AND ADEQUATE EXCEPT
 FQ0042'THAT IT IS NOW 118 FT. S OF THE CENTERLINE OF THE HIGHWAY
 FQ0042'DUE TO THE NEW LOCATION OF THE HIGHWAY.
 FQ0042
 FQ0042                          STATION RECOVERY (1955)
 FQ0042
 FQ0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 FQ0042'THE STATION WAS RECOVERED AS DESCRIBED IN THE RECOVERY NOTE
 FQ0042'BY L.W.Q. IN 1953.
 FQ0042
 FQ0042                          STATION RECOVERY (1956)
 FQ0042
 FQ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FQ0042'10 MI W FROM WINSLOW.
 FQ0042'IN COCONINO COUNTY, 10 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA
 FQ0042'FE RAILWAY FROM WINSLOW, NAVAJO COUNTY, 2 POLES EAST OF MILEAGE POLE
 FQ0042'295-1/2, AT THE JUNCTION OF U. S. HIGHWAY 66 AND THE ROAD LEADING TO
 FQ0042'LEUPP, 98 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 67 FEET
 FQ0042'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF POLE. A
 FQ0042'STANDARD DISK, STAMPED X 71 1934 AND SET IN THE TOP OF A CONCRETE
 FQ0042'POST.  NOTE-- IT IS NOW 118 FEET SOUTH OF THE CENTERLINE OF U. S. 66,
 FQ0042'DUE TO A CHANGE IN THE HIGHWAY LOCATION.
 FQ0042
 FQ0042                          STATION RECOVERY (1958)
 FQ0042
 FQ0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0042'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 FQ0042'GOOD CONDITION.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FQ0042'AND THE AZIMUTH MARK HAVE BEEN DESTROYED DUE TO CONSTRUCTION
 FQ0042'ON THE HIGHWAY.  TWO NEW REFERENCE MARKS WERE ESTABLISHED
 FQ0042'AT THIS TIME.
 FQ0042'
 FQ0042'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 FQ0042'
 FQ0042'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF WINSLOW,
 FQ0042'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 66, DIRECTLY ACROSS
 FQ0042'THE HIGHWAY FROM THE HOPI HOUSE CAFE.
 FQ0042'
 FQ0042'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST
 FQ0042'ON U.S. HIGHWAY 66 FOR 9.3 MILES TO A T-ROAD AND THE HOPI HOUSE
 FQ0042'CAFE ON THE RIGHT AND THE STATION ON THE LEFT BETWEEN THE
 FQ0042'HIGHWAY AND THE SANTA FE RAILROAD TRACKS.
 FQ0042'
 FQ0042'THE STATION MARK, STAMPED BM X 71 1934, IS A STANDARD DISK
 FQ0042'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FQ0042'PROJECTS 6 INCHES.  IT IS 108 FEET SOUTH OF THE CENTER OF U.S.
 FQ0042'HIGHWAY 66, 30 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 6 FEET
 FQ0042'NORTHWEST OF A TRANSMISSION POLE AND WITNESS SIGN.
 FQ0042'
 FQ0042'REFERENCE MARK NO. 3, STAMPED BM X 71 NO 3 1936 1958, IS A
 FQ0042'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FQ0042'THAT PROJECTS 8 INCHES.  IT IS 132 FEET SOUTH OF THE CENTER
 FQ0042'OF U.S. HIGHWAY 66 AND 2 FEET NORTH OF A FENCE.
 FQ0042'
 FQ0042'REFERENCE MARK NO. 4, STAMPED BM X 71 NO 4 1936 1958, IS
 FQ0042'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FQ0042'THAT PROJECTS 2 INCHES.  IT IS 132 FEET SOUTH OF THE CENTER OF
 FQ0042'U.S. HIGHWAY 66 AND 1 FOOT NORTH OF A FENCE.
 FQ0042
 FQ0042                          STATION RECOVERY (1958)
 FQ0042
 FQ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FQ0042'RECOVERED IN GOOD CONDITION.
 FQ0042
 FQ0042                          STATION RECOVERY (1971)
 FQ0042
 FQ0042'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0042'GENERAL LOCATION INT. 40.  BETWEEN FLAGSTAFF AND WINSLOW.
 FQ0042'TO REACH FROM MILEPOST 244, INT. 40, EASTERLY ON THE INT.
 FQ0042'FOR 0.1 MILES AND TO THE STATION ON THE RIGHT.  ABOUT 7 FT
 FQ0042'SOUTH OF THE SOUTH R/W FENCE AND BETWEEN THE INT. AND THE
 FQ0042'RAILROAD.  THE STATION IS A STANDARD USC AND GS BENCH MARK BRASS
 FQ0042'CAP, SET IN A 12 IN CYLINDRICAL CONCRETE POST, UP 0.5 FT,
 FQ0042'STAMPED, X 71 1934 AND MARKED BY A USC AND GS SURVEY SIGN.
 FQ0042'R.M. 3 IS A STANDARD USC AND GS REFERENCE MARK BRASS CAP,
 FQ0042'LOCATED ABOUT 100 FT EASTERLY OF THE MAIN STATION, SET IN A
 FQ0042'12 IN CYLINDRICAL POST, UP 0.5 FT, STAMPED, BM X 71 NO 3
 FQ0042'1956 1958.  R.M. 4 IS A STANDARD USC AND GS REFERENCE MARK
 FQ0042'BRASS CAP, LOCATED ABOUT 100 FT WEST OF THE MAIN STATION,
 FQ0042'SET IN A 12 IN CYLINDRICAL CONCRETE POST, NEARLY FLUSH.
 FQ0042
 FQ0042                          STATION RECOVERY (1983)
 FQ0042
 FQ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0042'THE POST WAS FOUND WITH THE DISK REMOVED AND THE MARK SHOULD BE
 FQ0042'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0066 ***********************************************************************
 FQ0066  DESIGNATION -  X 71 RM 3
 FQ0066  PID         -  FQ0066
 FQ0066  STATE/COUNTY-  AZ/COCONINO
 FQ0066  USGS QUAD   -  TUCKER MESA (1983)
 FQ0066
 FQ0066                         *CURRENT SURVEY CONTROL
 FQ0066  ___________________________________________________________________
 FQ0066* NAD 83(1986)-  35 04 25.     (N)    110 51 28.     (W)     SCALED    
 FQ0066* NAVD 88     -      1546.952  (meters)    5075.29   (feet)  ADJUSTED  
 FQ0066  ___________________________________________________________________
 FQ0066  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0066  DYNAMIC HT  -        1544.890 (meters)    5068.53  (feet)  COMP
 FQ0066  MODELED GRAV-     979,247.2   (mgal)                       NAVD 88
 FQ0066
 FQ0066  VERT ORDER  -  SECOND    CLASS 0
 FQ0066
 FQ0066.The horizontal coordinates were scaled from a topographic map and have
 FQ0066.an estimated accuracy of +/- 6 seconds.
 FQ0066
 FQ0066.The orthometric height was determined by differential leveling
 FQ0066.and adjusted in June 1991.
 FQ0066
 FQ0066.The geoid height was determined by GEOID03.
 FQ0066
 FQ0066.The dynamic height is computed by dividing the NAVD 88
 FQ0066.geopotential number by the normal gravity value computed on the
 FQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0066.degrees latitude (g = 980.6199 gals.).
 FQ0066
 FQ0066.The modeled gravity was interpolated from observed gravity values.
 FQ0066
 FQ0066;                    North         East    Units  Estimated Accuracy
 FQ0066;SPC AZ C     -   452,250.      309,930.      MT  (+/- 180 meters Scaled)
 FQ0066
 FQ0066                          SUPERSEDED SURVEY CONTROL
 FQ0066
 FQ0066  NGVD 29 (??/??/92) 1546.165  (m)         5072.71   (f) ADJ UNCH    2 0
 FQ0066
 FQ0066.Superseded values are not recommended for survey control.
 FQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0066.See file dsdata.txt to determine how the superseded data were derived.
 FQ0066
 FQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD129812(NAD 83)
 FQ0066_MARKER: DR = REFERENCE MARK DISK
 FQ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0066_STAMPING: BM X 71 NO 3 1936 1958
 FQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0066+STABILITY: SURFACE MOTION
 FQ0066
 FQ0066  HISTORY     - Date     Condition        Report By
 FQ0066  HISTORY     - 1958     MONUMENTED       CGS
 FQ0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0066
 FQ0066                          STATION DESCRIPTION
 FQ0066
 FQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0066'9.3 MI W FROM WINSLOW.
 FQ0066'9.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0066'DIRECTLY ACROSS THE HIGHWAY FROM THE HOPI HOUSE CAFE, 132 FEET SOUTH
 FQ0066'OF THE CENTER OF THE HIGHWAY, 30 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 FQ0066'6 FEET NORTHWEST OF A TRANSMISSION POLE AND WITNESS SIGN, SET IN THE
 FQ0066'TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 8 INCHES.
 FQ0066
 FQ0066                          STATION RECOVERY (1983)
 FQ0066
 FQ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0066'THE POST WAS FOUND WITH THE DISK REMOVED AND THE MARK SHOULD BE
 FQ0066'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0065 ***********************************************************************
 FQ0065  DESIGNATION -  X 71 RM 4
 FQ0065  PID         -  FQ0065
 FQ0065  STATE/COUNTY-  AZ/COCONINO
 FQ0065  USGS QUAD   -  TUCKER MESA (1983)
 FQ0065
 FQ0065                         *CURRENT SURVEY CONTROL
 FQ0065  ___________________________________________________________________
 FQ0065* NAD 83(1986)-  35 04 24.     (N)    110 51 28.     (W)     SCALED    
 FQ0065* NAVD 88     -      1547.113  (meters)    5075.82   (feet)  ADJUSTED  
 FQ0065  ___________________________________________________________________
 FQ0065  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FQ0065  DYNAMIC HT  -        1545.051 (meters)    5069.05  (feet)  COMP
 FQ0065  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 FQ0065
 FQ0065  VERT ORDER  -  SECOND    CLASS 0
 FQ0065
 FQ0065.The horizontal coordinates were scaled from a topographic map and have
 FQ0065.an estimated accuracy of +/- 6 seconds.
 FQ0065
 FQ0065.The orthometric height was determined by differential leveling
 FQ0065.and adjusted in June 1991.
 FQ0065
 FQ0065.The geoid height was determined by GEOID03.
 FQ0065
 FQ0065.The dynamic height is computed by dividing the NAVD 88
 FQ0065.geopotential number by the normal gravity value computed on the
 FQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0065.degrees latitude (g = 980.6199 gals.).
 FQ0065
 FQ0065.The modeled gravity was interpolated from observed gravity values.
 FQ0065
 FQ0065;                    North         East    Units  Estimated Accuracy
 FQ0065;SPC AZ C     -   452,220.      309,930.      MT  (+/- 180 meters Scaled)
 FQ0065
 FQ0065                          SUPERSEDED SURVEY CONTROL
 FQ0065
 FQ0065  NGVD 29 (??/??/92) 1546.326  (m)         5073.24   (f) ADJ UNCH    2 0
 FQ0065
 FQ0065.Superseded values are not recommended for survey control.
 FQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0065.See file dsdata.txt to determine how the superseded data were derived.
 FQ0065
 FQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD129811(NAD 83)
 FQ0065_MARKER: DR = REFERENCE MARK DISK
 FQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0065_STAMPING: BM X 71 NO 4 1936 1958
 FQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0065+STABILITY: SURFACE MOTION
 FQ0065
 FQ0065  HISTORY     - Date     Condition        Report By
 FQ0065  HISTORY     - 1958     MONUMENTED       CGS
 FQ0065  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0065
 FQ0065                          STATION DESCRIPTION
 FQ0065
 FQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0065'9.3 MI W FROM WINSLOW.
 FQ0065'9.3 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE IN WINSLOW,
 FQ0065'DIRECTLY ACROSS THE HIGHWAY FROM THE HOPI HOUSE CAFE, 132 FEET SOUTH
 FQ0065'OF THE CENTER OF THE HIGHWAY, 95 FEET WEST OF A TRANSMISSION POLE AND
 FQ0065'WITNESS SIGN, 2 FEET NORTH OF THE FENCE, SET IN THE TOP OF 12 INCH
 FQ0065'ROUND CONCRETE POST THAT PROJECTS 2 INCHES.
 FQ0065
 FQ0065                          STATION RECOVERY (1983)
 FQ0065
 FQ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0065'THE POST WAS FOUND WITH THE DISK REMOVED AND THE MARK SHOULD BE
 FQ0065'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0326 ***********************************************************************
 FP0326  DESIGNATION -  X 72
 FP0326  PID         -  FP0326
 FP0326  STATE/COUNTY-  AZ/APACHE
 FP0326  USGS QUAD   -  BIG WILLOW SPRING CA (1972)
 FP0326
 FP0326                         *CURRENT SURVEY CONTROL
 FP0326  ___________________________________________________________________
 FP0326* NAD 83(1986)-  35 45 52.     (N)    109 54 57.     (W)     SCALED    
 FP0326* NAVD 88     -      1985.649  (meters)    6514.58   (feet)  ADJUSTED  
 FP0326  ___________________________________________________________________
 FP0326  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 FP0326  DYNAMIC HT  -        1982.970 (meters)    6505.79  (feet)  COMP
 FP0326  MODELED GRAV-     979,213.0   (mgal)                       NAVD 88
 FP0326
 FP0326  VERT ORDER  -  SECOND    CLASS 0
 FP0326
 FP0326.The horizontal coordinates were scaled from a topographic map and have
 FP0326.an estimated accuracy of +/- 6 seconds.
 FP0326
 FP0326.The orthometric height was determined by differential leveling
 FP0326.and adjusted in June 1991.
 FP0326
 FP0326.The geoid height was determined by GEOID03.
 FP0326
 FP0326.The dynamic height is computed by dividing the NAVD 88
 FP0326.geopotential number by the normal gravity value computed on the
 FP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0326.degrees latitude (g = 980.6199 gals.).
 FP0326
 FP0326.The modeled gravity was interpolated from observed gravity values.
 FP0326
 FP0326;                    North         East    Units  Estimated Accuracy
 FP0326;SPC AZ E     -   528,410.      236,040.      MT  (+/- 180 meters Scaled)
 FP0326
 FP0326                          SUPERSEDED SURVEY CONTROL
 FP0326
 FP0326  NGVD 29 (??/??/92) 1984.692  (m)         6511.44   (f) ADJ UNCH    2 0
 FP0326
 FP0326.Superseded values are not recommended for survey control.
 FP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0326.See file dsdata.txt to determine how the superseded data were derived.
 FP0326
 FP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE980583(NAD 83)
 FP0326_MARKER: DB = BENCH MARK DISK
 FP0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0326_STAMPING: X 72 1934
 FP0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0326+STABILITY: SURFACE MOTION
 FP0326
 FP0326  HISTORY     - Date     Condition        Report By
 FP0326  HISTORY     - 1934     MONUMENTED       CGS
 FP0326  HISTORY     - 1972     GOOD             USGS
 FP0326
 FP0326                          STATION DESCRIPTION
 FP0326
 FP0326'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0326'5.6 MI NW FROM STEAMBOAT.
 FP0326'IN APACHE COUNTY, 4.2 MILES WEST ALONG STATE HIGHWAY 264 FROM THE
 FP0326'TRADING POST AT STEAMBOAT, APACHE CO., AT THE JUNCTION OF RD. (SOUTH)
 FP0326'TO TOYEI BOARDING SCHOOL, THENCE NORTH ON DIRT RD. (STAY ON MAIN
 FP0326'TRAVELED RD.) 0.4 MI. TO Y RD., THENCE 0.9 MI. TO VERY DIM RD (X RD)
 FP0326'ABOUT 100 YDS.  SOUTH OF A GROUP OF HOUSES, THENCE LEFT (WEST) 0.1
 FP0326'MI., 51 FT. EAST OF A SMALL DRY WASH, 46 FT. NORTH OF THE CENTER LINE
 FP0326'OF THE DIM RD.  A STANDARD DISK STAMPED X 72 1934 AND SET IN THE TOP
 FP0326'OF A CONCRETE POST AND PROJECTING 1.0 FT. ABOVE THE GROUND.  NOTE-- IN
 FP0326'APACHE CO., 21.8 MI. EAST ALONG THE GANADO RD. FROM KEAMS CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0345 ***********************************************************************
 DT0345  DESIGNATION -  X 74
 DT0345  PID         -  DT0345
 DT0345  STATE/COUNTY-  AZ/GREENLEE
 DT0345  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0345
 DT0345                         *CURRENT SURVEY CONTROL
 DT0345  ___________________________________________________________________
 DT0345* NAD 83(1986)-  33 10 08.     (N)    109 21 58.     (W)     SCALED    
 DT0345* NAVD 88     -      1709.780  (meters)    5609.50   (feet)  ADJUSTED  
 DT0345  ___________________________________________________________________
 DT0345  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 DT0345  DYNAMIC HT  -        1707.184 (meters)    5600.99  (feet)  COMP
 DT0345  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 DT0345
 DT0345  VERT ORDER  -  SECOND    CLASS 0
 DT0345
 DT0345.The horizontal coordinates were scaled from a topographic map and have
 DT0345.an estimated accuracy of +/- 6 seconds.
 DT0345
 DT0345.The orthometric height was determined by differential leveling
 DT0345.and adjusted in June 1991.
 DT0345
 DT0345.The geoid height was determined by GEOID03.
 DT0345
 DT0345.The dynamic height is computed by dividing the NAVD 88
 DT0345.geopotential number by the normal gravity value computed on the
 DT0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0345.degrees latitude (g = 980.6199 gals.).
 DT0345
 DT0345.The modeled gravity was interpolated from observed gravity values.
 DT0345
 DT0345;                    North         East    Units  Estimated Accuracy
 DT0345;SPC AZ E     -   240,770.      288,030.      MT  (+/- 180 meters Scaled)
 DT0345
 DT0345                          SUPERSEDED SURVEY CONTROL
 DT0345
 DT0345  NGVD 29 (??/??/92) 1708.940  (m)         5606.75   (f) ADJ UNCH    2 0
 DT0345
 DT0345.Superseded values are not recommended for survey control.
 DT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0345.See file dsdata.txt to determine how the superseded data were derived.
 DT0345
 DT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB523711(NAD 83)
 DT0345_MARKER: DB = BENCH MARK DISK
 DT0345_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0345_SP_SET: UNSPECIFIED ROCK
 DT0345_STAMPING: X-74 1934
 DT0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0345
 DT0345  HISTORY     - Date     Condition        Report By
 DT0345  HISTORY     - 1934     MONUMENTED       CGS
 DT0345
 DT0345                          STATION DESCRIPTION
 DT0345
 DT0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0345'11.0 MI N FROM CLIFTON.
 DT0345'11.0 MI NORTH ON STATE HWY NO. 71, FROM P.O.  3.2 MI SOUTH OF CHERRY
 DT0345'LODGE, ABOUT 300 YDS NORTH OF CORONADO SPRING, 28 FEET WEST OF A
 DT0345'BRIDGE, AND 34 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0369 ***********************************************************************
 CG0369  DESIGNATION -  X 75
 CG0369  PID         -  CG0369
 CG0369  STATE/COUNTY-  AZ/PIMA
 CG0369  USGS QUAD   -  ESPERANZA MILL (1981)
 CG0369
 CG0369                         *CURRENT SURVEY CONTROL
 CG0369  ___________________________________________________________________
 CG0369* NAD 83(1986)-  31 46 00.     (N)    111 01 14.     (W)     SCALED    
 CG0369* NAVD 88     -       906.04   (+/-2cm)    2972.6    (feet)  VERTCON   
 CG0369  ___________________________________________________________________
 CG0369  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CG0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0369
 CG0369.The horizontal coordinates were scaled from a topographic map and have
 CG0369.an estimated accuracy of +/- 6 seconds.
 CG0369
 CG0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0369.The vertical order pertains to the NGVD 29 superseded value.
 CG0369
 CG0369.The geoid height was determined by GEOID03.
 CG0369
 CG0369;                    North         East    Units  Estimated Accuracy
 CG0369;SPC AZ C     -    85,350.      298,240.      MT  (+/- 180 meters Scaled)
 CG0369
 CG0369                          SUPERSEDED SURVEY CONTROL
 CG0369
 CG0369  NGVD 29 (??/??/92)  905.256  (m)         2969.99   (f) ADJ UNCH    1 2
 CG0369
 CG0369.Superseded values are not recommended for survey control.
 CG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0369.See file dsdata.txt to determine how the superseded data were derived.
 CG0369
 CG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA980145(NAD 83)
 CG0369_MARKER: DB = BENCH MARK DISK
 CG0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0369_STAMPING: X 75 1934
 CG0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0369+STABILITY: SURFACE MOTION
 CG0369
 CG0369  HISTORY     - Date     Condition        Report By
 CG0369  HISTORY     - 1934     MONUMENTED       CGS
 CG0369  HISTORY     - 1953     GOOD             NGS
 CG0369
 CG0369                          STATION DESCRIPTION
 CG0369
 CG0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0369'4.5 MI N FROM AMADO.
 CG0369'4.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0369'WATER TANK AT AMADO, 7 POLES NORTH OF MILEPOLE 1017, 4 POLES SOUTH OF
 CG0369'WOODEN BRIDGE 1016.61, 58 FEET EAST OF AND ACROSS THE TRACK FROM A
 CG0369'TELEPHONE POLE, 17.8 FEET EAST OF THE EAST RAIL, 2.0 FEET SOUTH OF A
 CG0369'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CG0369'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0231 ***********************************************************************
 CG0231  DESIGNATION -  X 76
 CG0231  PID         -  CG0231
 CG0231  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0231  USGS QUAD   -  CUMERO CANYON (1981)
 CG0231
 CG0231                         *CURRENT SURVEY CONTROL
 CG0231  ___________________________________________________________________
 CG0231* NAD 83(1986)-  31 28 44.     (N)    110 48 27.     (W)     SCALED    
 CG0231* NAVD 88     -      1252.21   (+/-2cm)    4108.3    (feet)  VERTCON   
 CG0231  ___________________________________________________________________
 CG0231  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CG0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0231
 CG0231.The horizontal coordinates were scaled from a topographic map and have
 CG0231.an estimated accuracy of +/- 6 seconds.
 CG0231
 CG0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0231.The vertical order pertains to the NGVD 29 superseded value.
 CG0231
 CG0231.The geoid height was determined by GEOID03.
 CG0231
 CG0231;                    North         East    Units  Estimated Accuracy
 CG0231;SPC AZ C     -    53,620.      318,750.      MT  (+/- 180 meters Scaled)
 CG0231
 CG0231                          SUPERSEDED SURVEY CONTROL
 CG0231
 CG0231  NGVD 29 (??/??/92) 1251.305  (m)         4105.32   (f) ADJ UNCH    2 0
 CG0231
 CG0231.Superseded values are not recommended for survey control.
 CG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0231.See file dsdata.txt to determine how the superseded data were derived.
 CG0231
 CG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV182826(NAD 83)
 CG0231_MARKER: DB = BENCH MARK DISK
 CG0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0231_STAMPING: X 76 1934
 CG0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0231+STABILITY: SURFACE MOTION
 CG0231
 CG0231  HISTORY     - Date     Condition        Report By
 CG0231  HISTORY     - 1934     MONUMENTED       CGS
 CG0231  HISTORY     - 1958     MARK NOT FOUND   USGS
 CG0231  HISTORY     - 1976     GOOD             USGS
 CG0231
 CG0231                          STATION DESCRIPTION
 CG0231
 CG0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0231'6.5 MI SW FROM PATAGONIA.
 CG0231'6.5 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE SOUTHERN PACIFIC
 CG0231'CO. RAILROAD STATION AT PATAGONIA, SANTA CRUZ COUNTY, ON A SMALL
 CG0231'RIDGE, 60 FEET SOUTHEAST OF A DIM ROAD, AND 40 FEET EAST OF THE
 CG0231'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 76 1934 AND SET
 CG0231'IN THE TOP OF A CONCRETE POST.
 CG0231
 CG0231                          STATION RECOVERY (1958)
 CG0231
 CG0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CG0231'MARK NOT FOUND.
 CG0231
 CG0231                          STATION RECOVERY (1976)
 CG0231
 CG0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0231'5.1 MI. SW. ALONG STATE HWY. 82 FROM POST OFFICE IN PATAGONIA TO JCT.
 CG0231'OF DIRT RD. ON LEFT LEADING INTO THREE R CANYON. 350 FT. ON THIS RD.
 CG0231'TO RD.-FORK. TAKE RIGHT FORK S. 1.3 MI., ABOUT 300 FT. N. OF PIPELINE
 CG0231'X-ING, ON SMALL RIDGE, 26 FT E. OF RD. SET IN TOP OF CONCRETE POST,
 CG0231'NGS DISK STAMPED X 76 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0164 ***********************************************************************
 CG0164  DESIGNATION -  X 77
 CG0164  PID         -  CG0164
 CG0164  STATE/COUNTY-  AZ/COCHISE
 CG0164  USGS QUAD   -  TOMBSTONE (1978)
 CG0164
 CG0164                         *CURRENT SURVEY CONTROL
 CG0164  ___________________________________________________________________
 CG0164* NAD 83(1986)-  31 43 31.     (N)    110 04 57.     (W)     SCALED    
 CG0164* NAVD 88     -      1332.12   (+/-2cm)    4370.5    (feet)  VERTCON   
 CG0164  ___________________________________________________________________
 CG0164  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CG0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0164
 CG0164.The horizontal coordinates were scaled from a topographic map and have
 CG0164.an estimated accuracy of +/- 6 seconds.
 CG0164
 CG0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0164.The vertical order pertains to the NGVD 29 superseded value.
 CG0164
 CG0164.The geoid height was determined by GEOID03.
 CG0164
 CG0164;                    North         East    Units  Estimated Accuracy
 CG0164;SPC AZ E     -    80,410.      221,340.      MT  (+/- 180 meters Scaled)
 CG0164
 CG0164                          SUPERSEDED SURVEY CONTROL
 CG0164
 CG0164  NGVD 29 (??/??/92) 1331.284  (m)         4367.72   (f) ADJ UNCH    2 0
 CG0164
 CG0164.Superseded values are not recommended for survey control.
 CG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0164.See file dsdata.txt to determine how the superseded data were derived.
 CG0164
 CG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA869103(NAD 83)
 CG0164_MARKER: DB = BENCH MARK DISK
 CG0164_SETTING: 80 = SET IN A BOULDER
 CG0164_SP_SET: BOULDER
 CG0164_STAMPING: X 77 1934
 CG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0164+STABILITY: SURFACE MOTION
 CG0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0164+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 CG0164
 CG0164  HISTORY     - Date     Condition        Report By
 CG0164  HISTORY     - 1934     MONUMENTED       CGS
 CG0164  HISTORY     - 1935     GOOD             NGS
 CG0164  HISTORY     - 20031228 GOOD             GEOCAC
 CG0164  HISTORY     - 20070504 GOOD             GEOCAC
 CG0164
 CG0164                          STATION DESCRIPTION
 CG0164
 CG0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0164'1.6 MI W FROM TOMBSTONE.
 CG0164'1.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0164'STATION AT TOMBSTONE, COCHISE COUNTY, ABOUT 300 FEET NORTH OF A RANCH
 CG0164'HOUSE, 60 FEET SOUTHWEST OF A WIRE FENCE, 35 FEET SOUTHWEST OF A ROW
 CG0164'OF POLES, 21 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP
 CG0164'OF A LARGE GRANITE BOULDER.  A STANDARD DISK, STAMPED X 77 1934.
 CG0164
 CG0164                          STATION RECOVERY (2003)
 CG0164
 CG0164'RECOVERY NOTE BY GEOCACHING 2003 (DJH)
 CG0164'RECOVERED IN GOOD CONDITION.
 CG0164
 CG0164                          STATION RECOVERY (2007)
 CG0164
 CG0164'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0164'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CG0164'THE DESCRIPTION   THE RAILROAD HAS BEEN REMOVED AND IS NOW A DIRT
 CG0164'ROAD, THERE IS NO RANCH HOUSE, POLES, OR WIRE FENCE. THE MARK IS
 CG0164'LOCATED 14.8 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD.
 CG0164'HANDHELD COORDINATES
 CG0164' 
 CG0164'31 43 31.5 (N)   110 04 59.0 (W)  (NAD 83).
 CG0164' 
 CG0164'TO REACH THE STATION FROM THE POST OFFICE IN TOMBSTONE, TRAVEL
 CG0164'SOUTHWEST ON HASKELL STREET FOR 0.15 MILES TO ALLEN STREET. TURN RIGHT
 CG0164'AND TRAVEL NORTHWEST ON ALLEN STREET FOR 0.6 MILES TO A TRACK ROAD
 CG0164'WHICH IS LUCKY LANE. TURN RIGHT AND TRAVEL NORTH ON LUCKY LANE FOR 0.3
 CG0164'MILES TO THE OLD RAILROAD GRADE WHICH IS A DIRT ROAD. TURN LEFT AND
 CG0164'TRAVEL NORTHWEST ON THE DIRT ROAD FOR 0.3 MILES TO STATION ON THE
 CG0164'RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0130 ***********************************************************************
 CG0130  DESIGNATION -  X 78
 CG0130  PID         -  CG0130
 CG0130  STATE/COUNTY-  AZ/COCHISE
 CG0130  USGS QUAD   -  LAND (1973)
 CG0130
 CG0130                         *CURRENT SURVEY CONTROL
 CG0130  ___________________________________________________________________
 CG0130* NAD 83(1986)-  31 46 19.     (N)    110 13 44.     (W)     SCALED    
 CG0130* NAVD 88     -      1190.20   (+/-2cm)    3904.8    (feet)  VERTCON   
 CG0130  ___________________________________________________________________
 CG0130  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0130
 CG0130.The horizontal coordinates were scaled from a topographic map and have
 CG0130.an estimated accuracy of +/- 6 seconds.
 CG0130
 CG0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0130.The vertical order pertains to the NGVD 29 superseded value.
 CG0130
 CG0130.The geoid height was determined by GEOID03.
 CG0130
 CG0130;                    North         East    Units  Estimated Accuracy
 CG0130;SPC AZ E     -    85,580.      207,470.      MT  (+/- 180 meters Scaled)
 CG0130
 CG0130                          SUPERSEDED SURVEY CONTROL
 CG0130
 CG0130  NGVD 29 (??/??/92) 1189.408  (m)         3902.25   (f) ADJ UNCH    2 0
 CG0130
 CG0130.Superseded values are not recommended for survey control.
 CG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0130.See file dsdata.txt to determine how the superseded data were derived.
 CG0130
 CG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA730154(NAD 83)
 CG0130_MARKER: DB = BENCH MARK DISK
 CG0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0130_STAMPING: X 78 1934
 CG0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0130+STABILITY: SURFACE MOTION
 CG0130
 CG0130  HISTORY     - Date     Condition        Report By
 CG0130  HISTORY     - 1934     MONUMENTED       CGS
 CG0130
 CG0130                          STATION DESCRIPTION
 CG0130
 CG0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0130'IN BOQUILLAS.
 CG0130'AT BOQUILLAS, COCHISE COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0130'130 FEET SOUTHWEST OF A SECTION FOREMAN HOUSE, AND 2 FEET NORTHEAST OF
 CG0130'THE WIRE FENCE.  A STANDARD DISK, STAMPED X 78 1934 AND IN THE TOP OF
 CG0130'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1027 ***********************************************************************
 DA1027  DESIGNATION -  X 8
 DA1027  PID         -  DA1027
 DA1027  STATE/COUNTY-  AZ/YUMA
 DA1027  USGS QUAD   -  ROLL (1982)
 DA1027
 DA1027                         *CURRENT SURVEY CONTROL
 DA1027  ___________________________________________________________________
 DA1027* NAD 83(1986)-  32 47 06.     (N)    113 55 56.     (W)     SCALED    
 DA1027* NAVD 88     -        88.45   (+/-2cm)     290.2    (feet)  VERTCON   
 DA1027  ___________________________________________________________________
 DA1027  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DA1027  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1027
 DA1027.The horizontal coordinates were scaled from a topographic map and have
 DA1027.an estimated accuracy of +/- 6 seconds.
 DA1027
 DA1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1027.The vertical order pertains to the NGVD 29 superseded value.
 DA1027
 DA1027.The geoid height was determined by GEOID03.
 DA1027
 DA1027;                    North         East    Units  Estimated Accuracy
 DA1027;SPC AZ W     -   197,930.      196,290.      MT  (+/- 180 meters Scaled)
 DA1027
 DA1027                          SUPERSEDED SURVEY CONTROL
 DA1027
 DA1027  NGVD 29 (??/??/92)   87.795  (m)          288.04   (f) ADJ UNCH    1 2
 DA1027
 DA1027.Superseded values are not recommended for survey control.
 DA1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1027.See file dsdata.txt to determine how the superseded data were derived.
 DA1027
 DA1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB253312(NAD 83)
 DA1027_MARKER: DB = BENCH MARK DISK
 DA1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1027_STAMPING: 288.041 X 8 1927
 DA1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1027+STABILITY: SURFACE MOTION
 DA1027
 DA1027  HISTORY     - Date     Condition        Report By
 DA1027  HISTORY     - 1927     MONUMENTED       CGS
 DA1027
 DA1027                          STATION DESCRIPTION
 DA1027
 DA1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DA1027'15.0 MI NE FROM WELLTON.
 DA1027'15.0 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1027'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1027'COUNTY, 3.3 MILES SOUTHWEST OF THE SIDING AT TYSON, 82 1/2 FEET
 DA1027'SOUTHWEST OF MILEPOST 785, 12 RAILS WEST OF BRIDGE 785.05, 49 FEET
 DA1027'SOUTH OF THE CENTERLINE OF THE TRACK, 6 FEET WEST OF A GATE, 1 FOOT
 DA1027'INSIDE THE RIGHT OF WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A
 DA1027'STANDARD DISK, STAMPED 288.041 X 8 1927 AND SET IN THE TOP OF A
 DA1027'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0113 ***********************************************************************
 CF0113  DESIGNATION -  X 80
 CF0113  PID         -  CF0113
 CF0113  STATE/COUNTY-  AZ/COCHISE
 CF0113  USGS QUAD   -  NACO (1958)
 CF0113
 CF0113                         *CURRENT SURVEY CONTROL
 CF0113  ___________________________________________________________________
 CF0113* NAD 83(1986)-  31 21 34.     (N)    109 59 26.     (W)     SCALED    
 CF0113* NAVD 88     -      1361.82   (+/-2cm)    4467.9    (feet)  VERTCON   
 CF0113  ___________________________________________________________________
 CF0113  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CF0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0113
 CF0113.The horizontal coordinates were scaled from a topographic map and have
 CF0113.an estimated accuracy of +/- 6 seconds.
 CF0113
 CF0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0113.The vertical order pertains to the NGVD 29 superseded value.
 CF0113
 CF0113.The geoid height was determined by GEOID03.
 CF0113
 CF0113;                    North         East    Units  Estimated Accuracy
 CF0113;SPC AZ E     -    39,860.      230,110.      MT  (+/- 180 meters Scaled)
 CF0113
 CF0113                          SUPERSEDED SURVEY CONTROL
 CF0113
 CF0113  NGVD 29 (??/??/92) 1360.958  (m)         4465.08   (f) ADJ UNCH    2 0
 CF0113
 CF0113.Superseded values are not recommended for survey control.
 CF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0113.See file dsdata.txt to determine how the superseded data were derived.
 CF0113
 CF0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV960698(NAD 83)
 CF0113_MARKER: DB = BENCH MARK DISK
 CF0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0113_STAMPING: X 80 1934
 CF0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0113+STABILITY: SURFACE MOTION
 CF0113
 CF0113  HISTORY     - Date     Condition        Report By
 CF0113  HISTORY     - 1934     MONUMENTED       CGS
 CF0113
 CF0113                          STATION DESCRIPTION
 CF0113
 CF0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0113'3.0 MI NW FROM NACO.
 CF0113'3.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0113'STATION AT NACO, COCHISE COUNTY, 4-1/4 POLES SOUTHEAST OF MILEPOST
 CF0113'1078, 60 FEET WEST OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF A
 CF0113'POLE, AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED X 80
 CF0113'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0105 ***********************************************************************
 CF0105  DESIGNATION -  X 81
 CF0105  PID         -  CF0105
 CF0105  STATE/COUNTY-  AZ/COCHISE
 CF0105  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0105
 CF0105                         *CURRENT SURVEY CONTROL
 CF0105  ___________________________________________________________________
 CF0105* NAD 83(1986)-  31 29 32.     (N)    109 25 21.     (W)     SCALED    
 CF0105* NAVD 88     -      1402.62   (+/-2cm)    4601.8    (feet)  VERTCON   
 CF0105  ___________________________________________________________________
 CF0105  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CF0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0105
 CF0105.The horizontal coordinates were scaled from a topographic map and have
 CF0105.an estimated accuracy of +/- 6 seconds.
 CF0105
 CF0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0105.The vertical order pertains to the NGVD 29 superseded value.
 CF0105
 CF0105.The geoid height was determined by GEOID03.
 CF0105
 CF0105;                    North         East    Units  Estimated Accuracy
 CF0105;SPC AZ E     -    54,810.      284,060.      MT  (+/- 180 meters Scaled)
 CF0105
 CF0105                          SUPERSEDED SURVEY CONTROL
 CF0105
 CF0105  NGVD 29 (??/??/92) 1401.738  (m)         4598.87   (f) ADJ UNCH    2 0
 CF0105
 CF0105.Superseded values are not recommended for survey control.
 CF0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0105.See file dsdata.txt to determine how the superseded data were derived.
 CF0105
 CF0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV498852(NAD 83)
 CF0105_MARKER: DB = BENCH MARK DISK
 CF0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0105_STAMPING: X-81 1934
 CF0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0105+STABILITY: SURFACE MOTION
 CF0105
 CF0105  HISTORY     - Date     Condition        Report By
 CF0105  HISTORY     - 1934     MONUMENTED       CGS
 CF0105  HISTORY     - 1935     GOOD             NGS
 CF0105  HISTORY     - 1980     GOOD             USGS
 CF0105
 CF0105                          STATION DESCRIPTION
 CF0105
 CF0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0105'14.3 MI NE FROM DOUGLAS.
 CF0105'14.3 MI. NE. OF DEPOT ALONG THE S.P.R.R., 7 POLES N.E. OF MILE POST
 CF0105'NO. 1121, 325 FT. S.E. OF SIGN BOARD CAZADOR, 80 FT. S.E. OF THE
 CF0105'CENTER LINE OF TRACK, 40 FT. S.E. OF THE TELEPHONE LINE, AND 2 FT.
 CF0105'N.W. OF THE FENCE LINE.
 CF0105
 CF0105                          STATION RECOVERY (1980)
 CF0105
 CF0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0105'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0105'HWY 80 9.3 MI TO A RD N, N 0.1 MI TO THE BEND IN RD, NW ACROSS COUNTY
 CF0105'0.05 MI TO A LONE TREE ATAT OLD FENCE LINE, BM IS ON N SIDE OF TREE,
 CF0105'STANDARD TABLET SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1100 ***********************************************************************
 CZ1100  DESIGNATION -  X 82
 CZ1100  PID         -  CZ1100
 CZ1100  STATE/COUNTY-  AZ/PINAL
 CZ1100  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1100
 CZ1100                         *CURRENT SURVEY CONTROL
 CZ1100  ___________________________________________________________________
 CZ1100* NAD 83(1986)-  32 52 46.     (N)    111 47 30.     (W)     SCALED    
 CZ1100* NAVD 88     -       419.75   (+/-2cm)    1377.1    (feet)  VERTCON   
 CZ1100  ___________________________________________________________________
 CZ1100  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CZ1100  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1100
 CZ1100.The horizontal coordinates were scaled from a topographic map and have
 CZ1100.an estimated accuracy of +/- 6 seconds.
 CZ1100
 CZ1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1100.The vertical order pertains to the NGVD 29 superseded value.
 CZ1100
 CZ1100.The geoid height was determined by GEOID03.
 CZ1100
 CZ1100;                    North         East    Units  Estimated Accuracy
 CZ1100;SPC AZ C     -   208,390.      225,060.      MT  (+/- 180 meters Scaled)
 CZ1100
 CZ1100                          SUPERSEDED SURVEY CONTROL
 CZ1100
 CZ1100  NGVD 29 (??/??/92)  419.124  (m)         1375.08   (f) ADJ UNCH    1 2
 CZ1100
 CZ1100.Superseded values are not recommended for survey control.
 CZ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1100.See file dsdata.txt to determine how the superseded data were derived.
 CZ1100
 CZ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB259382(NAD 83)
 CZ1100_MARKER: DB = BENCH MARK DISK
 CZ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1100_STAMPING: X 82 1935
 CZ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1100+STABILITY: SURFACE MOTION
 CZ1100
 CZ1100  HISTORY     - Date     Condition        Report By
 CZ1100  HISTORY     - 1935     MONUMENTED       CGS
 CZ1100  HISTORY     - 1948     GOOD             NGS
 CZ1100  HISTORY     - 1966     POOR             DOD
 CZ1100  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1100  HISTORY     - 1980     MARK NOT FOUND   NGS
 CZ1100  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ1100
 CZ1100                          STATION DESCRIPTION
 CZ1100
 CZ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1100'2.3 MI W FROM CASA GRANDE.
 CZ1100'2.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1100'RAILROAD WATER TANK AT CASA GRANDE, PINAL COUNTY, AT A ROAD JUNCTION,
 CZ1100'54 FEET SOUTHWEST OF THE JUNCTION, 70 FEET WEST OF THE CENTER OF AN
 CZ1100'IRRIGATION DITCH, 66.7 FEET WEST OF A SPIKE IN THE WEST SIDE OF A POLE
 CZ1100'WHICH IS 72.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET
 CZ1100'WEST OF A FENCE CORNER, AND 2 FEET NORTH OF THE FENCE LINE.  A
 CZ1100'STANDARD DISK, STAMPED X 82 1935 AND SET IN THE TOP OF A CONCRETE
 CZ1100'POST.
 CZ1100
 CZ1100                          STATION RECOVERY (1966)
 CZ1100
 CZ1100'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 CZ1100'MARK RECOVERED IN POOR CONDITION.
 CZ1100
 CZ1100                          STATION RECOVERY (1980)
 CZ1100
 CZ1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1100'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA IN WHICH THE
 CZ1100'MARK WAS LOCATED IS NOW A PLOWED FIELD.
 CZ1100
 CZ1100                          STATION RECOVERY (1980)
 CZ1100
 CZ1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1100'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA IN WHICH THE
 CZ1100'MARK WAS LOCATED IS NOW A PLOWED FIELD.
 CZ1100
 CZ1100                          STATION RECOVERY (2006)
 CZ1100
 CZ1100'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1100'THE DESCRIBED AREA IS NOW (STILL) A CULTIVATED FIELD. ASSUMED
 CZ1100'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0657 ***********************************************************************
 DA0657  DESIGNATION -  X 83
 DA0657  PID         -  DA0657
 DA0657  STATE/COUNTY-  AZ/MARICOPA
 DA0657  USGS QUAD   -  BOSQUE (1973)
 DA0657
 DA0657                         *CURRENT SURVEY CONTROL
 DA0657  ___________________________________________________________________
 DA0657* NAD 83(1992)-  32 54 19.58341(N)    112 34 50.86595(W)     ADJUSTED  
 DA0657* NAVD 88     -       341.25   (+/-2cm)    1119.6    (feet)  VERTCON   
 DA0657  ___________________________________________________________________
 DA0657  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 DA0657  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DA0657  HORZ ORDER  -  SECOND
 DA0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0657
 DA0657.The horizontal coordinates were established by classical geodetic methods
 DA0657.and adjusted by the National Geodetic Survey in August 1993.
 DA0657
 DA0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0657.The vertical order pertains to the NGVD 29 superseded value.
 DA0657
 DA0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DA0657
 DA0657.The geoid height was determined by GEOID03.
 DA0657
 DA0657;                    North         East     Units Scale Factor Converg.
 DA0657;SPC AZ C     -   211,461.134   151,234.487   MT  0.99994757   -0 21 38.9
 DA0657;SPC AZ C     -   693,770.12    496,176.14   iFT  0.99994757   -0 21 38.9
 DA0657;UTM  12      - 3,641,912.164   352,163.546   MT  0.99986949   -0 51 32.1
 DA0657
 DA0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DA0657!SPC AZ C     -   0.99995130  x   0.99994757  =   0.99989888
 DA0657!UTM  12      -   0.99995130  x   0.99986949  =   0.99982080
 DA0657
 DA0657                          SUPERSEDED SURVEY CONTROL
 DA0657
 DA0657  NAD 83(1986)-  32 54 19.57488(N)    112 34 50.86983(W) AD(       ) 2
 DA0657  NAD 27      -  32 54 19.42180(N)    112 34 48.29610(W) AD(       ) 2
 DA0657  NGVD 29 (??/??/92)  340.619  (m)         1117.51   (f) ADJ UNCH    2 0
 DA0657
 DA0657.Superseded values are not recommended for survey control.
 DA0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0657.See file dsdata.txt to determine how the superseded data were derived.
 DA0657
 DA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB5216441912(NAD 83)
 DA0657_MARKER: DB = BENCH MARK DISK
 DA0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0657_STAMPING: X 83 1935
 DA0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0657+STABILITY: SURFACE MOTION
 DA0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0657+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2007
 DA0657
 DA0657  HISTORY     - Date     Condition        Report By
 DA0657  HISTORY     - 1960     MONUMENTED       CGS
 DA0657  HISTORY     - 1960     GOOD             NGS
 DA0657  HISTORY     - 20071130 GOOD             GEOCAC
 DA0657
 DA0657                          STATION DESCRIPTION
 DA0657
 DA0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA0657'STATION MARK STAMPED X 83 1935, IS A STANDARD BENCH
 DA0657'MARK DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 DA0657'SURFACE.  IT IS 77.5 FEET SOUTH OF THE CENTER LINE OF THE EAST
 DA0657'BOUND LANES, 18.8 FEET NORTH OF THE RIGHT OF WAY FENCE LINE
 DA0657'AND 3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 DA0657'ATTACHED.
 DA0657'
 DA0657'STATION BURR IS 7.6 MILES EASTERLY ALONG INTERSTATE ROUTE 8
 DA0657'FROM GILA BEND, 90.5 FEET SOUTH OF THE CENTER LINE OF THE
 DA0657'EAST BOUND LANES, 5.5 FEET NORTH OF THE RIGHT OF WAY FENCE
 DA0657'LINE AND 3.2 FEET SOUTH OF A METAL WITNESS POST WITH
 DA0657'SIGN ATTACHED.
 DA0657
 DA0657                          STATION RECOVERY (1960)
 DA0657
 DA0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0657'7.85 MI SE FROM GILA BEND.
 DA0657'7.85 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0657'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, 78 FEET SOUTH OF THE CENTERLINE
 DA0657'OF THE EAST BOUND TRAFFIC LANE, 137.32 FEET WEST OF TRIANGULATION
 DA0657'STATION BURR 1960, 18.4 FEET NORTH OF A FENCE LINE, 2.2 FEET NORTH OF
 DA0657'A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 DA0657'PROJECTING 1 INCH.
 DA0657
 DA0657                          STATION RECOVERY (2007)
 DA0657
 DA0657'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DA0657'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0237 ***********************************************************************
 DA0237  DESIGNATION -  X 84
 DA0237  PID         -  DA0237
 DA0237  STATE/COUNTY-  AZ/PIMA
 DA0237  USGS QUAD   -  DREW SPRING WELL (1990)
 DA0237
 DA0237                         *CURRENT SURVEY CONTROL
 DA0237  ___________________________________________________________________
 DA0237* NAD 83(1986)-  32 24 51.     (N)    112 01 25.     (W)     SCALED    
 DA0237* NAVD 88     -       516.36   (+/-2cm)    1694.1    (feet)  VERTCON   
 DA0237  ___________________________________________________________________
 DA0237  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0237
 DA0237.The horizontal coordinates were scaled from a topographic map and have
 DA0237.an estimated accuracy of +/- 6 seconds.
 DA0237
 DA0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0237.The vertical order pertains to the NGVD 29 superseded value.
 DA0237
 DA0237.The geoid height was determined by GEOID03.
 DA0237
 DA0237;                    North         East    Units  Estimated Accuracy
 DA0237;SPC AZ C     -   156,800.      203,300.      MT  (+/- 180 meters Scaled)
 DA0237
 DA0237                          SUPERSEDED SURVEY CONTROL
 DA0237
 DA0237  NGVD 29 (??/??/92)  515.735  (m)         1692.04   (f) ADJ UNCH    2 0
 DA0237
 DA0237.Superseded values are not recommended for survey control.
 DA0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0237.See file dsdata.txt to determine how the superseded data were derived.
 DA0237
 DA0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA037868(NAD 83)
 DA0237_MARKER: DB = BENCH MARK DISK
 DA0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0237_STAMPING: X 84 1935
 DA0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0237+STABILITY: SURFACE MOTION
 DA0237
 DA0237  HISTORY     - Date     Condition        Report By
 DA0237  HISTORY     - 1935     MONUMENTED       CGS
 DA0237
 DA0237                          STATION DESCRIPTION
 DA0237
 DA0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0237'8.0 MI SW FROM GU KOMELIK.
 DA0237'IN PIMA COUNTY 8.0 MILES SOUTHWEST ALONG THE CASA GRANDE-COVERED WELLS
 DA0237'ROAD FROM THE WINDMILL AT GU KOMELIK, PINAL COUNTY, 7.6 MILES
 DA0237'NORTHEAST OF SANTA ROSA (GU ACHI), PIMA COUNTY, 1/4 MILE SOUTHWEST OF
 DA0237'A 50-BY 100-FOOT WIRE-FENCE ENCLOSURE, AND 35 FEET EAST OF THE
 DA0237'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED X 84 1935 AND SET IN
 DA0237'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1226 ***********************************************************************
 CZ1226  DESIGNATION -  X 85
 CZ1226  PID         -  CZ1226
 CZ1226  STATE/COUNTY-  AZ/PINAL
 CZ1226  USGS QUAD   -  VAIVA VO (1993)
 CZ1226
 CZ1226                         *CURRENT SURVEY CONTROL
 CZ1226  ___________________________________________________________________
 CZ1226* NAD 83(1986)-  32 40 30.     (N)    111 55 53.     (W)     SCALED    
 CZ1226* NAVD 88     -       448.81   (+/-2cm)    1472.5    (feet)  VERTCON   
 CZ1226  ___________________________________________________________________
 CZ1226  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CZ1226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1226
 CZ1226.The horizontal coordinates were scaled from a topographic map and have
 CZ1226.an estimated accuracy of +/- 6 seconds.
 CZ1226
 CZ1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1226.The vertical order pertains to the NGVD 29 superseded value.
 CZ1226
 CZ1226.The geoid height was determined by GEOID03.
 CZ1226
 CZ1226;                    North         East    Units  Estimated Accuracy
 CZ1226;SPC AZ C     -   185,710.      211,980.      MT  (+/- 180 meters Scaled)
 CZ1226
 CZ1226                          SUPERSEDED SURVEY CONTROL
 CZ1226
 CZ1226  NGVD 29 (??/??/92)  448.212  (m)         1470.51   (f) ADJ UNCH    2 0
 CZ1226
 CZ1226.Superseded values are not recommended for survey control.
 CZ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1226.See file dsdata.txt to determine how the superseded data were derived.
 CZ1226
 CZ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB126156(NAD 83)
 CZ1226_MARKER: DB = BENCH MARK DISK
 CZ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1226_STAMPING: X 85 1935
 CZ1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1226+STABILITY: SURFACE MOTION
 CZ1226
 CZ1226  HISTORY     - Date     Condition        Report By
 CZ1226  HISTORY     - 1935     MONUMENTED       CGS
 CZ1226  HISTORY     - 1951     GOOD             NGS
 CZ1226  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1226
 CZ1226                          STATION DESCRIPTION
 CZ1226
 CZ1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1226'2.6 MI S FROM COCKLEBUR.
 CZ1226'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE WELL AT THE INDIAN VILLAGE
 CZ1226'AT COCKLEBUR, ABOUT 72 YARDS SOUTHEAST OF A POINT WHERE THE ROAD
 CZ1226'CROSSES A DRY WASH, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.2
 CZ1226'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CZ1226'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 CZ1226'ROAD.
 CZ1226
 CZ1226                          STATION RECOVERY (1977)
 CZ1226
 CZ1226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0073 ***********************************************************************
 DA0073  DESIGNATION -  X 86
 DA0073  PID         -  DA0073
 DA0073  STATE/COUNTY-  AZ/MARICOPA
 DA0073  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0073
 DA0073                         *CURRENT SURVEY CONTROL
 DA0073  ___________________________________________________________________
 DA0073* NAD 83(1986)-  32 46 10.     (N)    112 30 43.     (W)     SCALED    
 DA0073* NAVD 88     -       554.14   (+/-2cm)    1818.0    (feet)  VERTCON   
 DA0073  ___________________________________________________________________
 DA0073  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0073
 DA0073.The horizontal coordinates were scaled from a topographic map and have
 DA0073.an estimated accuracy of +/- 6 seconds.
 DA0073
 DA0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0073.The vertical order pertains to the NGVD 29 superseded value.
 DA0073
 DA0073.The geoid height was determined by GEOID03.
 DA0073
 DA0073;                    North         East    Units  Estimated Accuracy
 DA0073;SPC AZ C     -   196,340.      157,590.      MT  (+/- 180 meters Scaled)
 DA0073
 DA0073                          SUPERSEDED SURVEY CONTROL
 DA0073
 DA0073  NGVD 29 (??/??/92)  553.453  (m)         1815.79   (f) ADJ UNCH    2 0
 DA0073
 DA0073.Superseded values are not recommended for survey control.
 DA0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0073.See file dsdata.txt to determine how the superseded data were derived.
 DA0073
 DA0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB583267(NAD 83)
 DA0073_MARKER: DB = BENCH MARK DISK
 DA0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0073_STAMPING: X 86 1935
 DA0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0073+STABILITY: SURFACE MOTION
 DA0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0073+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0073
 DA0073  HISTORY     - Date     Condition        Report By
 DA0073  HISTORY     - 1935     MONUMENTED       CGS
 DA0073  HISTORY     - 1952     GOOD             NGS
 DA0073  HISTORY     - 1980     GOOD             USGS
 DA0073  HISTORY     - 20090206 GOOD             GEOCAC
 DA0073
 DA0073                          STATION DESCRIPTION
 DA0073
 DA0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0073'11.6 MI NW FROM STOUTS WELL.
 DA0073'11.6 MILES NORTHWEST ALONG A TRACK ROAD FROM THE WELL AT STOUTS WELL,
 DA0073'ON THE OUTSIDE OF A CURVE, AT THE SUMMIT OF A POINT WHERE THE ROAD
 DA0073'PASSES OVER THE SOUTH END OF A HILL, 17 FEET SOUTH OF THE CENTER LINE
 DA0073'OF THE ROAD, 1.4 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0073'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 1 1/2
 DA0073'FEET LOWER THAN THE ROAD.
 DA0073
 DA0073                          STATION RECOVERY (1980)
 DA0073
 DA0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0073'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0073'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0073'NENEMLE WELL, HENCE PROCEED EAST AND SE ON TRACK ROAD FOR 10.5 MILES
 DA0073'TO Y-ROAD FORK. GO LEFT (EAST) AT FORK FOR 0.85 MILES TO BM ON SOUTH.
 DA0073'BM IS 17 FEET SOUTH OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE
 DA0073'GROUND AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 DA0073
 DA0073                          STATION RECOVERY (2009)
 DA0073
 DA0073'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0073'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0073'THE DESCRIPTION - THE MARK IS LOCATED 17 FEET SOUTH OF THE CENTER LINE
 DA0073'OF THE ROAD AND 1.6 FEET NORTH OF A WITNESS POST.
 DA0073'THE MARK IS LOCATED IN AREA A OF THE BARRY M. GOLDWATER RANGE (BMGR).
 DA0073'VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE AREA. ONCE THE PERMIT
 DA0073'IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR TO ENTRY AND UPON
 DA0073'EXITING THE AREA. HANDHELD COORDINATES
 DA0073'32 46 10.4 (N)   112 30 43.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0138 ***********************************************************************
 DA0138  DESIGNATION -  X 87
 DA0138  PID         -  DA0138
 DA0138  STATE/COUNTY-  AZ/PINAL
 DA0138  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0138
 DA0138                         *CURRENT SURVEY CONTROL
 DA0138  ___________________________________________________________________
 DA0138* NAD 83(1986)-  32 54 25.     (N)    112 05 00.     (W)     SCALED    
 DA0138* NAVD 88     -       413.47   (+/-2cm)    1356.5    (feet)  VERTCON   
 DA0138  ___________________________________________________________________
 DA0138  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0138
 DA0138.The horizontal coordinates were scaled from a topographic map and have
 DA0138.an estimated accuracy of +/- 6 seconds.
 DA0138
 DA0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0138.The vertical order pertains to the NGVD 29 superseded value.
 DA0138
 DA0138.The geoid height was determined by GEOID03.
 DA0138
 DA0138;                    North         East    Units  Estimated Accuracy
 DA0138;SPC AZ C     -   211,450.      197,770.      MT  (+/- 180 meters Scaled)
 DA0138
 DA0138                          SUPERSEDED SURVEY CONTROL
 DA0138
 DA0138  NGVD 29 (??/??/92)  412.882  (m)         1354.60   (f) ADJ UNCH    2 0
 DA0138
 DA0138.Superseded values are not recommended for survey control.
 DA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0138.See file dsdata.txt to determine how the superseded data were derived.
 DA0138
 DA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB986414(NAD 83)
 DA0138_MARKER: DB = BENCH MARK DISK
 DA0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0138_STAMPING: X 87 1935
 DA0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0138+STABILITY: SURFACE MOTION
 DA0138
 DA0138  HISTORY     - Date     Condition        Report By
 DA0138  HISTORY     - 1935     MONUMENTED       CGS
 DA0138  HISTORY     - 1946     POOR             NGS
 DA0138  HISTORY     - 1963     MARK NOT FOUND   USGS
 DA0138
 DA0138                          STATION DESCRIPTION
 DA0138
 DA0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DA0138'10.7 MI NW FROM STANFIELD.
 DA0138'10.7 MILES NORTHWEST OF STANFIELD, PINAL COUNTY.  THIS BENCH MARK MAY
 DA0138'BE REACHED FROM THE POST OFFICE BY GOING 7.2 MILES WEST ALONG STATE
 DA0138'HIGHWAY 84, THENCE 3.5 MILES NORTH ALONG THE HIDDEN VALLEY ROAD FROM
 DA0138'THE REMAINS OF THE ORANGE VALLEY SERVICE STATION.  IT IS ON A SECTION
 DA0138'OF FLAT LAND DOTTED WITH PALOVERDE TREES, AND 30 FEET WEST OF THE
 DA0138'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED X 87 1935 AND SET IN
 DA0138'THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A LARGE DRAIN IN AREA
 DA0138'MARK SHOULD BE FOUND.  NOTE-- STILL IN PLACE BUT DAMAGED BY EROSION.
 DA0138'BAD CONDITION.
 DA0138
 DA0138                          STATION RECOVERY (1963)
 DA0138
 DA0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1373 ***********************************************************************
 CZ1373  DESIGNATION -  X 88
 CZ1373  PID         -  CZ1373
 CZ1373  STATE/COUNTY-  AZ/PINAL
 CZ1373  USGS QUAD   -  ELOY NW (1981)
 CZ1373
 CZ1373                         *CURRENT SURVEY CONTROL
 CZ1373  ___________________________________________________________________
 CZ1373* NAD 83(1986)-  32 39 39.     (N)    111 43 01.     (W)     SCALED    
 CZ1373* NAVD 88     -       470.60   (+/-2cm)    1544.0    (feet)  VERTCON   
 CZ1373  ___________________________________________________________________
 CZ1373  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CZ1373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1373
 CZ1373.The horizontal coordinates were scaled from a topographic map and have
 CZ1373.an estimated accuracy of +/- 6 seconds.
 CZ1373
 CZ1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1373.The vertical order pertains to the NGVD 29 superseded value.
 CZ1373
 CZ1373.The geoid height was determined by GEOID03.
 CZ1373
 CZ1373;                    North         East    Units  Estimated Accuracy
 CZ1373;SPC AZ C     -   184,160.      232,090.      MT  (+/- 180 meters Scaled)
 CZ1373
 CZ1373                          SUPERSEDED SURVEY CONTROL
 CZ1373
 CZ1373  NGVD 29 (??/??/92)  470.030  (m)         1542.09   (f) ADJ UNCH    2 0
 CZ1373
 CZ1373.Superseded values are not recommended for survey control.
 CZ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1373.See file dsdata.txt to determine how the superseded data were derived.
 CZ1373
 CZ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB327139(NAD 83)
 CZ1373_MARKER: DB = BENCH MARK DISK
 CZ1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1373_STAMPING: X 88 1935
 CZ1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1373+STABILITY: SURFACE MOTION
 CZ1373
 CZ1373  HISTORY     - Date     Condition        Report By
 CZ1373  HISTORY     - 1935     MONUMENTED       CGS
 CZ1373  HISTORY     - 1952     GOOD             NGS
 CZ1373  HISTORY     - 1966     GOOD             NGS
 CZ1373
 CZ1373                          STATION DESCRIPTION
 CZ1373
 CZ1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1373'8.4 MI SE FROM WHITE HORSE PASS.
 CZ1373'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1373'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 CZ1373'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 3.7 MILES EAST ALONG
 CZ1373'A TRACK ROAD, THENCE 1.4 MILES SOUTHEAST ALONG A DIM TRACK ROAD, 0.5
 CZ1373'MILE SOUTHEAST OF A GATE IN A NORTH-SOUTH FENCE LINE, 31 FEET NORTH OF
 CZ1373'THE CENTER LINE OF THE ROAD, 115 FEET SOUTH OF A WITNESS POST, AND SET
 CZ1373'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND,
 CZ1373'AND ABOUT LEVEL WITH THE ROAD.
 CZ1373
 CZ1373                          STATION RECOVERY (1966)
 CZ1373
 CZ1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0895 ***********************************************************************
 CZ0895  DESIGNATION -  X 89
 CZ0895  PID         -  CZ0895
 CZ0895  STATE/COUNTY-  AZ/PIMA
 CZ0895  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0895
 CZ0895                         *CURRENT SURVEY CONTROL
 CZ0895  ___________________________________________________________________
 CZ0895* NAD 83(1986)-  32 28 48.     (N)    111 31 15.     (W)     SCALED    
 CZ0895* NAVD 88     -       646.50   (+/-2cm)    2121.1    (feet)  VERTCON   
 CZ0895  ___________________________________________________________________
 CZ0895  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0895
 CZ0895.The horizontal coordinates were scaled from a topographic map and have
 CZ0895.an estimated accuracy of +/- 6 seconds.
 CZ0895
 CZ0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0895.The vertical order pertains to the NGVD 29 superseded value.
 CZ0895
 CZ0895.The geoid height was determined by GEOID03.
 CZ0895
 CZ0895;                    North         East    Units  Estimated Accuracy
 CZ0895;SPC AZ C     -   164,160.      250,560.      MT  (+/- 180 meters Scaled)
 CZ0895
 CZ0895                          SUPERSEDED SURVEY CONTROL
 CZ0895
 CZ0895  NGVD 29 (??/??/92)  645.944  (m)         2119.23   (f) ADJ UNCH    2 0
 CZ0895
 CZ0895.Superseded values are not recommended for survey control.
 CZ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0895.See file dsdata.txt to determine how the superseded data were derived.
 CZ0895
 CZ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA510937(NAD 83)
 CZ0895_MARKER: DB = BENCH MARK DISK
 CZ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0895_STAMPING: X 89 1935
 CZ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0895+STABILITY: SURFACE MOTION
 CZ0895
 CZ0895  HISTORY     - Date     Condition        Report By
 CZ0895  HISTORY     - 1935     MONUMENTED       CGS
 CZ0895  HISTORY     - 1951     GOOD             NGS
 CZ0895  HISTORY     - 1985     MARK NOT FOUND   USGS
 CZ0895
 CZ0895                          STATION DESCRIPTION
 CZ0895
 CZ0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0895'6.4 MI NE FROM SILVER BELL CEMETERY.
 CZ0895'6.4 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0895'CEMETERY, 0.55 MILE SOUTHWEST OF AN INTERSECTION WITH GRAVEL ROADS, 18
 CZ0895'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF
 CZ0895'THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CZ0895'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CZ0895
 CZ0895                          STATION RECOVERY (1985)
 CZ0895
 CZ0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 CZ0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1057 ***********************************************************************
 DV1057  DESIGNATION -  X 9
 DV1057  PID         -  DV1057
 DV1057  STATE/COUNTY-  AZ/MARICOPA
 DV1057  USGS QUAD   -  OATMAN MOUNTAIN (1986)
 DV1057
 DV1057                         *CURRENT SURVEY CONTROL
 DV1057  ___________________________________________________________________
 DV1057* NAD 83(1986)-  33 05 38.     (N)    113 09 20.     (W)     SCALED    
 DV1057* NAVD 88     -       199.41   (+/-2cm)     654.2    (feet)  VERTCON   
 DV1057  ___________________________________________________________________
 DV1057  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DV1057  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1057
 DV1057.The horizontal coordinates were scaled from a topographic map and have
 DV1057.an estimated accuracy of +/- 6 seconds.
 DV1057
 DV1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1057.The vertical order pertains to the NGVD 29 superseded value.
 DV1057
 DV1057.The geoid height was determined by GEOID03.
 DV1057
 DV1057;                    North         East    Units  Estimated Accuracy
 DV1057;SPC AZ C     -   232,850.       97,710.      MT  (+/- 180 meters Scaled)
 DV1057
 DV1057                          SUPERSEDED SURVEY CONTROL
 DV1057
 DV1057  NGVD 29 (??/??/92)  198.808  (m)          652.26   (f) ADJ UNCH    1 2
 DV1057
 DV1057.Superseded values are not recommended for survey control.
 DV1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1057.See file dsdata.txt to determine how the superseded data were derived.
 DV1057
 DV1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB988637(NAD 83)
 DV1057_MARKER: DB = BENCH MARK DISK
 DV1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1057_STAMPING: 652.256 X 9 1927
 DV1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1057+STABILITY: SURFACE MOTION
 DV1057
 DV1057  HISTORY     - Date     Condition        Report By
 DV1057  HISTORY     - 1927     MONUMENTED       CGS
 DV1057
 DV1057                          STATION DESCRIPTION
 DV1057
 DV1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1057'12.8 MI E FROM AGUA.
 DV1057'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 100 FEET SOUTH OF THE
 DV1057'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1057'LINE.  4 TELEPHONE POLES EAST OF MILEPOST 835.  860 FEET EAST OF
 DV1057'CULVERT 834A.  1440 FEET WEST OF SIGNBOARD PAPAGO ONE MILE.  1.7 MILES
 DV1057'WEST OF PAPAGO SIDING.  MARK IS 1 FOOT ABOVE THE GROUND LEVEL, AND 1
 DV1057'FOOT ABOVE TRACK LEVEL.  MARK IS ON THE S.P.RR.
 DV1057'WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0917 ***********************************************************************
 CZ0917  DESIGNATION -  X 90
 CZ0917  PID         -  CZ0917
 CZ0917  STATE/COUNTY-  AZ/PIMA
 CZ0917  USGS QUAD   -  QUEENS WELL (1989)
 CZ0917
 CZ0917                         *CURRENT SURVEY CONTROL
 CZ0917  ___________________________________________________________________
 CZ0917* NAD 83(1986)-  32 21 56.     (N)    111 41 04.     (W)     SCALED    
 CZ0917* NAVD 88     -       577.44   (+/-2cm)    1894.5    (feet)  VERTCON   
 CZ0917  ___________________________________________________________________
 CZ0917  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0917
 CZ0917.The horizontal coordinates were scaled from a topographic map and have
 CZ0917.an estimated accuracy of +/- 6 seconds.
 CZ0917
 CZ0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0917.The vertical order pertains to the NGVD 29 superseded value.
 CZ0917
 CZ0917.The geoid height was determined by GEOID03.
 CZ0917
 CZ0917;                    North         East    Units  Estimated Accuracy
 CZ0917;SPC AZ C     -   151,420.      235,210.      MT  (+/- 180 meters Scaled)
 CZ0917
 CZ0917                          SUPERSEDED SURVEY CONTROL
 CZ0917
 CZ0917  NGVD 29 (??/??/92)  576.865  (m)         1892.60   (f) ADJ UNCH    2 0
 CZ0917
 CZ0917.Superseded values are not recommended for survey control.
 CZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0917.See file dsdata.txt to determine how the superseded data were derived.
 CZ0917
 CZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA356811(NAD 83)
 CZ0917_MARKER: DB = BENCH MARK DISK
 CZ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0917_STAMPING: X 90 1935
 CZ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0917+STABILITY: SURFACE MOTION
 CZ0917
 CZ0917  HISTORY     - Date     Condition        Report By
 CZ0917  HISTORY     - 1935     MONUMENTED       CGS
 CZ0917  HISTORY     - 1952     GOOD             NGS
 CZ0917
 CZ0917                          STATION DESCRIPTION
 CZ0917
 CZ0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0917'9.4 MI SW FROM SILVER BELL CEMETERY.
 CZ0917'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0917'THENCE 5.7 MILES SOUTHWEST ALONG A DIM TRACK ROAD, ABOUT 1 1/4 MILE
 CZ0917'NORTHWEST OF A WINDMILL, ON A FLAT SPOTTED WITH MESQUITE BRUSH, ABOUT
 CZ0917'40 YARDS NORTHEAST OF A 1 1/2 FOOT IRONWOOD TREE, ABOUT 40 YARDS WEST
 CZ0917'OF A FORK IN A WASH, 17 FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT
 CZ0917'LEVEL WITH THE ROAD, 1.9 FEET SOUTHEAST OF A WITNESS POST, AND SET IN
 CZ0917'A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1331 ***********************************************************************
 CZ1331  DESIGNATION -  X 91
 CZ1331  PID         -  CZ1331
 CZ1331  STATE/COUNTY-  AZ/PINAL
 CZ1331  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1331
 CZ1331                         *CURRENT SURVEY CONTROL
 CZ1331  ___________________________________________________________________
 CZ1331* NAD 83(1986)-  32 34 24.     (N)    111 33 06.     (W)     SCALED    
 CZ1331* NAVD 88     -       512.39   (+/-2cm)    1681.1    (feet)  VERTCON   
 CZ1331  ___________________________________________________________________
 CZ1331  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CZ1331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1331
 CZ1331.The horizontal coordinates were scaled from a topographic map and have
 CZ1331.an estimated accuracy of +/- 6 seconds.
 CZ1331
 CZ1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1331.The vertical order pertains to the NGVD 29 superseded value.
 CZ1331
 CZ1331.The geoid height was determined by GEOID03.
 CZ1331
 CZ1331;                    North         East    Units  Estimated Accuracy
 CZ1331;SPC AZ C     -   174,500.      247,630.      MT  (+/- 180 meters Scaled)
 CZ1331
 CZ1331                          SUPERSEDED SURVEY CONTROL
 CZ1331
 CZ1331  NGVD 29 (??/??/92)  511.861  (m)         1679.33   (f) ADJ UNCH    2 0
 CZ1331
 CZ1331.Superseded values are not recommended for survey control.
 CZ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1331.See file dsdata.txt to determine how the superseded data were derived.
 CZ1331
 CZ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB482041(NAD 83)
 CZ1331_MARKER: DB = BENCH MARK DISK
 CZ1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1331_STAMPING: X 91 1935
 CZ1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1331+STABILITY: SURFACE MOTION
 CZ1331
 CZ1331  HISTORY     - Date     Condition        Report By
 CZ1331  HISTORY     - 1935     MONUMENTED       CGS
 CZ1331  HISTORY     - 1951     GOOD             NGS
 CZ1331  HISTORY     - 1977     GOOD             USGS
 CZ1331
 CZ1331                          STATION DESCRIPTION
 CZ1331
 CZ1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1331'12.3 MI S FROM ELOY.
 CZ1331'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1331'RAILROAD STATION AT ELOY, THENCE 11.1 MILE SOUTH ALONG SUNSHINE BLVD.,
 CZ1331'THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, AT A T JUNCTION OF AN
 CZ1331'EAST-WEST TRACK ROAD AND AT A RIGHT ANGLE IN THE POWER LINE, 15.2
 CZ1331'MILES WEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT RED ROCK, 0.3
 CZ1331'MILE WEST OF BENCH MARK P 303, 0.9 MILE SOUTH OF THE OLD ABANDONED
 CZ1331'GREENS RESERVIOR CANAL, 148 FEET SOUTH OF POWER LINE POLE AT ANGLE, 33
 CZ1331'FEET EAST OF THE CENTER LINE OF THE DIRT LANE, 21 1/2 FEET NORTH OF
 CZ1331'THE CENTER LINE OF THE ROAD, 9 1/2 FEET WEST OF THE PROLONGATION OF A
 CZ1331'POWER LINE LEADING NORTH, 2.3 FEET NORTHWEST OF A WITNESS POST, AND
 CZ1331'ABOUT LEVEL WITH THE ROADS, AND SET IN A CONCRETE POST PROJECTING 0.6
 CZ1331'FOOT.
 CZ1331
 CZ1331                          STATION RECOVERY (1977)
 CZ1331
 CZ1331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1331'DELETE ALL REFERENCES TO POWERLINE (WHICH HAS BEEN REMOVED) AND TRACK
 CZ1331'RD., MARK IS 290 FT N. OF RD. AND GATE, 150 FT S. OF T-FENCE E., AND
 CZ1331'2 FT W. OF SECTION LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1270 ***********************************************************************
 CZ1270  DESIGNATION -  X 92
 CZ1270  PID         -  CZ1270
 CZ1270  STATE/COUNTY-  AZ/PINAL
 CZ1270  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1270
 CZ1270                         *CURRENT SURVEY CONTROL
 CZ1270  ___________________________________________________________________
 CZ1270* NAD 83(1986)-  32 31 05.     (N)    111 48 10.     (W)     SCALED    
 CZ1270* NAVD 88     -       497.41   (+/-2cm)    1631.9    (feet)  VERTCON   
 CZ1270  ___________________________________________________________________
 CZ1270  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CZ1270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1270
 CZ1270.The horizontal coordinates were scaled from a topographic map and have
 CZ1270.an estimated accuracy of +/- 6 seconds.
 CZ1270
 CZ1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1270.The vertical order pertains to the NGVD 29 superseded value.
 CZ1270
 CZ1270.The geoid height was determined by GEOID03.
 CZ1270
 CZ1270;                    North         East    Units  Estimated Accuracy
 CZ1270;SPC AZ C     -   168,320.      224,060.      MT  (+/- 180 meters Scaled)
 CZ1270
 CZ1270                          SUPERSEDED SURVEY CONTROL
 CZ1270
 CZ1270  NGVD 29 (??/??/92)  496.856  (m)         1630.10   (f) ADJ UNCH    2 0
 CZ1270
 CZ1270.Superseded values are not recommended for survey control.
 CZ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1270.See file dsdata.txt to determine how the superseded data were derived.
 CZ1270
 CZ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA246981(NAD 83)
 CZ1270_MARKER: DB = BENCH MARK DISK
 CZ1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1270_STAMPING: X 92 1935
 CZ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1270+STABILITY: SURFACE MOTION
 CZ1270
 CZ1270  HISTORY     - Date     Condition        Report By
 CZ1270  HISTORY     - 1935     MONUMENTED       CGS
 CZ1270  HISTORY     - 1952     GOOD             NGS
 CZ1270
 CZ1270                          STATION DESCRIPTION
 CZ1270
 CZ1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1270'9.3 MI SE FROM JACKRABBIT.
 CZ1270'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1270'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 8.9 MILES EAST AND
 CZ1270'SOUTHEAST ALONG A TRACK ROAD, 0.35 MILE NORTHWEST OF THE Y JUNCTION OF
 CZ1270'A TRACK ROAD LEADING EAST 0.15 MILE SOUTHEAST OF THE EAST END OF A
 CZ1270'LEVEE, AT THE NORTHWEST EDGE OF A MESQUITE THICKET WHICH THE ROAD
 CZ1270'PASSES THROUGH, 20 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE ROAD,
 CZ1270'1.5 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ1270'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0675 ***********************************************************************
 CZ0675  DESIGNATION -  X 93
 CZ0675  PID         -  CZ0675
 CZ0675  STATE/COUNTY-  AZ/PIMA
 CZ0675  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0675
 CZ0675                         *CURRENT SURVEY CONTROL
 CZ0675  ___________________________________________________________________
 CZ0675* NAD 83(1986)-  32 14 27.     (N)    111 22 21.     (W)     SCALED    
 CZ0675* NAVD 88     -       701.25   (+/-2cm)    2300.7    (feet)  VERTCON   
 CZ0675  ___________________________________________________________________
 CZ0675  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0675
 CZ0675.The horizontal coordinates were scaled from a topographic map and have
 CZ0675.an estimated accuracy of +/- 6 seconds.
 CZ0675
 CZ0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0675.The vertical order pertains to the NGVD 29 superseded value.
 CZ0675
 CZ0675.The geoid height was determined by GEOID03.
 CZ0675
 CZ0675;                    North         East    Units  Estimated Accuracy
 CZ0675;SPC AZ C     -   137,700.      264,640.      MT  (+/- 180 meters Scaled)
 CZ0675
 CZ0675                          SUPERSEDED SURVEY CONTROL
 CZ0675
 CZ0675  NGVD 29 (??/??/92)  700.624  (m)         2298.63   (f) ADJ UNCH    2 0
 CZ0675
 CZ0675.Superseded values are not recommended for survey control.
 CZ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0675.See file dsdata.txt to determine how the superseded data were derived.
 CZ0675
 CZ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA649671(NAD 83)
 CZ0675_MARKER: DB = BENCH MARK DISK
 CZ0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0675_STAMPING: X 93 1935
 CZ0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0675+STABILITY: SURFACE MOTION
 CZ0675
 CZ0675  HISTORY     - Date     Condition        Report By
 CZ0675  HISTORY     - 1935     MONUMENTED       CGS
 CZ0675  HISTORY     - 1951     GOOD             NGS
 CZ0675  HISTORY     - 1975     GOOD             USGS
 CZ0675
 CZ0675                          STATION DESCRIPTION
 CZ0675
 CZ0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0675'21.2 MI SE FROM SILVER BELL.
 CZ0675'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER BELL,
 CZ0675'THENCE 21.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, 1.9 MILE NORTHWEST OF
 CZ0675'THE CORCORAQUE RANCH HOUSE, 0.5 MILE NORTHWEST OF A Y JUNCTION OF A
 CZ0675'TRACK ROAD LEADING SOUTHWEST, 27 FEET NORTHEAST OF THE CENTER LINE OF
 CZ0675'THE ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ0675'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
 CZ0675
 CZ0675                          STATION RECOVERY (1975)
 CZ0675
 CZ0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0675'48 FT N. OF RD. FORK, 29 FT NE. OF MAIN TRACK RD., 6 FT SW. OF TRACK
 CZ0675'RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0612 ***********************************************************************
 CZ0612  DESIGNATION -  X 94
 CZ0612  PID         -  CZ0612
 CZ0612  STATE/COUNTY-  AZ/PIMA
 CZ0612  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0612
 CZ0612                         *CURRENT SURVEY CONTROL
 CZ0612  ___________________________________________________________________
 CZ0612* NAD 83(1986)-  32 22 20.     (N)    111 26 12.     (W)     SCALED    
 CZ0612* NAVD 88     -       697.44   (+/-2cm)    2288.2    (feet)  VERTCON   
 CZ0612  ___________________________________________________________________
 CZ0612  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0612
 CZ0612.The horizontal coordinates were scaled from a topographic map and have
 CZ0612.an estimated accuracy of +/- 6 seconds.
 CZ0612
 CZ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0612.The vertical order pertains to the NGVD 29 superseded value.
 CZ0612
 CZ0612.The geoid height was determined by GEOID03.
 CZ0612
 CZ0612;                    North         East    Units  Estimated Accuracy
 CZ0612;SPC AZ C     -   152,240.      258,530.      MT  (+/- 180 meters Scaled)
 CZ0612
 CZ0612                          SUPERSEDED SURVEY CONTROL
 CZ0612
 CZ0612  NGVD 29 (??/??/92)  696.860  (m)         2286.28   (f) ADJ UNCH    2 0
 CZ0612
 CZ0612.Superseded values are not recommended for survey control.
 CZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0612.See file dsdata.txt to determine how the superseded data were derived.
 CZ0612
 CZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA589817(NAD 83)
 CZ0612_MARKER: DB = BENCH MARK DISK
 CZ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0612_STAMPING: X 94 1935
 CZ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0612+STABILITY: SURFACE MOTION
 CZ0612
 CZ0612  HISTORY     - Date     Condition        Report By
 CZ0612  HISTORY     - 1935     MONUMENTED       CGS
 CZ0612  HISTORY     - 1962     GOOD             NGS
 CZ0612
 CZ0612                          STATION DESCRIPTION
 CZ0612
 CZ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0612'21.7 MI W FROM CORTARO.
 CZ0612'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ0612'CORTARO, THENCE 17.95 MILES WESTERLY ALONG AVRA VALLEY ROAD, THENCE
 CZ0612'0.05 MILE NORTH ALONG A TRACK ROAD, 36.6 FEET EAST OF THE CENTER OF A
 CZ0612'TRACK ROAD, 2.3 FEET NORTH OF A WHITE WITNESS POST, A BRONZE DISK SET
 CZ0612'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0643 ***********************************************************************
 FR0643  DESIGNATION -  X 95
 FR0643  PID         -  FR0643
 FR0643  STATE/COUNTY-  AZ/MOHAVE
 FR0643  USGS QUAD   -  MILKWEED CANYON NW (1967)
 FR0643
 FR0643                         *CURRENT SURVEY CONTROL
 FR0643  ___________________________________________________________________
 FR0643* NAD 83(1986)-  35 38 59.     (N)    113 44 52.     (W)     SCALED    
 FR0643* NAVD 88     -      1548.154  (meters)    5079.24   (feet)  POSTED    
 FR0643  ___________________________________________________________________
 FR0643  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FR0643  DYNAMIC HT  -        1546.250 (meters)    5072.99  (feet)  COMP
 FR0643  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 FR0643
 FR0643  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0643
 FR0643.The horizontal coordinates were scaled from a topographic map and have
 FR0643.an estimated accuracy of +/- 6 seconds.
 FR0643
 FR0643.The orthometric height was determined by differential leveling
 FR0643.and adjusted by the  in 1992.
 FR0643.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0643.rate of 0.0 thru 1.0 mm/km.
 FR0643
 FR0643.The geoid height was determined by GEOID03.
 FR0643
 FR0643.The dynamic height is computed by dividing the NAVD 88
 FR0643.geopotential number by the normal gravity value computed on the
 FR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0643.degrees latitude (g = 980.6199 gals.).
 FR0643
 FR0643.The modeled gravity was interpolated from observed gravity values.
 FR0643
 FR0643;                    North         East    Units  Estimated Accuracy
 FR0643;SPC AZ W     -   515,670.      213,560.      MT  (+/- 180 meters Scaled)
 FR0643
 FR0643                          SUPERSEDED SURVEY CONTROL
 FR0643
 FR0643  NGVD 29 (??/??/92) 1547.278  (m)         5076.36   (f) ADJ UNCH    2 0
 FR0643
 FR0643.Superseded values are not recommended for survey control.
 FR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0643.See file dsdata.txt to determine how the superseded data were derived.
 FR0643
 FR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE512485(NAD 83)
 FR0643_MARKER: DB = BENCH MARK DISK
 FR0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0643_STAMPING: X 95 1935
 FR0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0643+STABILITY: SURFACE MOTION
 FR0643
 FR0643  HISTORY     - Date     Condition        Report By
 FR0643  HISTORY     - 1935     MONUMENTED       CGS
 FR0643
 FR0643                          STATION DESCRIPTION
 FR0643
 FR0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0643'24.2 MI NW FROM PEACH SPRINGS.
 FR0643'ABOUT 24.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0643'COUNTY, ABOUT 66 FEET NORTH OF THE CENTER OF THE JUNCTION OF A NEW
 FR0643'ROAD LEADING NORTHWEST, ABOUT 54 FEET NORTHEAST OF THE CENTER LINE OF
 FR0643'THE NEW ROAD, AND 24 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 FR0643'ROAD.  A STANDARD DISK, STAMPED X 95 1935 AND SET IN THE TOP OF A
 FR0643'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0634 ***********************************************************************
 FR0634  DESIGNATION -  X 96
 FR0634  PID         -  FR0634
 FR0634  STATE/COUNTY-  AZ/MOHAVE
 FR0634  USGS QUAD   -  MILKWEED CANYON NW (1967)
 FR0634
 FR0634                         *CURRENT SURVEY CONTROL
 FR0634  ___________________________________________________________________
 FR0634* NAD 83(1986)-  35 43 01.     (N)    113 43 08.     (W)     SCALED    
 FR0634* NAVD 88     -      1548.902  (meters)    5081.69   (feet)  POSTED    
 FR0634  ___________________________________________________________________
 FR0634  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FR0634  DYNAMIC HT  -        1547.020 (meters)    5075.51  (feet)  COMP
 FR0634  MODELED GRAV-     979,363.4   (mgal)                       NAVD 88
 FR0634
 FR0634  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0634
 FR0634.The horizontal coordinates were scaled from a topographic map and have
 FR0634.an estimated accuracy of +/- 6 seconds.
 FR0634
 FR0634.The orthometric height was determined by differential leveling
 FR0634.and adjusted by the  in 1992.
 FR0634.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0634.was located on a no-check spur therefore a value was not computed.
 FR0634.No vertical observational check was made to the station.
 FR0634
 FR0634.The geoid height was determined by GEOID03.
 FR0634
 FR0634.The dynamic height is computed by dividing the NAVD 88
 FR0634.geopotential number by the normal gravity value computed on the
 FR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0634.degrees latitude (g = 980.6199 gals.).
 FR0634
 FR0634.The modeled gravity was interpolated from observed gravity values.
 FR0634
 FR0634;                    North         East    Units  Estimated Accuracy
 FR0634;SPC AZ W     -   523,130.      216,180.      MT  (+/- 180 meters Scaled)
 FR0634
 FR0634                          SUPERSEDED SURVEY CONTROL
 FR0634
 FR0634  NGVD 29 (??/??/92) 1548.047  (m)         5078.88   (f) ADJ UNCH    2 0
 FR0634
 FR0634.Superseded values are not recommended for survey control.
 FR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0634.See file dsdata.txt to determine how the superseded data were derived.
 FR0634
 FR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE540559(NAD 83)
 FR0634_MARKER: DB = BENCH MARK DISK
 FR0634_SETTING: 66 = SET IN ROCK OUTCROP
 FR0634_SP_SET: ROCK OUTCROP
 FR0634_STAMPING: X 96 1935
 FR0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0634+STABILITY: POSITION/ELEVATION WELL
 FR0634
 FR0634  HISTORY     - Date     Condition        Report By
 FR0634  HISTORY     - 1935     MONUMENTED       CGS
 FR0634  HISTORY     - 1967     GOOD             USGS
 FR0634
 FR0634                          STATION DESCRIPTION
 FR0634
 FR0634'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0634'3.9 MI NW FROM PEACH SPRINGS.
 FR0634'28.8 MILES ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY, (AT NORTH
 FR0634'TANK) THENCE 3.5 MILES ALONG THE ROAD TO MERRIWITICA CANYON TO TOP OF
 FR0634'A RIDGE, THENCE 180 FEET NORTH TO POINT WHERE ROAD BEGINS CURVE TO
 FR0634'LEFT, THENCE DOWN THE RIDGE TO RIGHT 120 FEET, 15 FEET EAST OF A
 FR0634'JUNIPER TREE, 7 FEET WEST OF A ROCK CAIRN.  A STANDARD TABLET CEMENTED
 FR0634'IN THE TOP OF A WHITE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0099 ***********************************************************************
 ET0099  DESIGNATION -  X 97
 ET0099  PID         -  ET0099
 ET0099  STATE/COUNTY-  AZ/YAVAPAI
 ET0099  USGS QUAD   -  HELL POINT (1979)
 ET0099
 ET0099                         *CURRENT SURVEY CONTROL
 ET0099  ___________________________________________________________________
 ET0099* NAD 83(1986)-  34 59 35.     (N)    112 20 05.     (W)     SCALED    
 ET0099* NAVD 88     -      1401.66   (+/-2cm)    4598.6    (feet)  VERTCON   
 ET0099  ___________________________________________________________________
 ET0099  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ET0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0099
 ET0099.The horizontal coordinates were scaled from a topographic map and have
 ET0099.an estimated accuracy of +/- 6 seconds.
 ET0099
 ET0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0099.The vertical order pertains to the NGVD 29 superseded value.
 ET0099
 ET0099.The geoid height was determined by GEOID03.
 ET0099
 ET0099;                    North         East    Units  Estimated Accuracy
 ET0099;SPC AZ C     -   442,880.      175,200.      MT  (+/- 180 meters Scaled)
 ET0099
 ET0099                          SUPERSEDED SURVEY CONTROL
 ET0099
 ET0099  NGVD 29 (??/??/92) 1400.859  (m)         4595.98   (f) ADJ UNCH    2 0
 ET0099
 ET0099.Superseded values are not recommended for survey control.
 ET0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0099.See file dsdata.txt to determine how the superseded data were derived.
 ET0099
 ET0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD781730(NAD 83)
 ET0099_MARKER: DB = BENCH MARK DISK
 ET0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0099_STAMPING: X 97 1935
 ET0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0099+STABILITY: SURFACE MOTION
 ET0099
 ET0099  HISTORY     - Date     Condition        Report By
 ET0099  HISTORY     - 1935     MONUMENTED       CGS
 ET0099  HISTORY     - 1974     GOOD             USGS
 ET0099
 ET0099                          STATION DESCRIPTION
 ET0099
 ET0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0099'3.4 MI SE FROM DRAKE.
 ET0099'3.4 MI. S.E. AT AND SF R.R. 150 FT. N. OF E. END OF RWY BRIDGE NO.D3,
 ET0099'140 FT. E. OF WASH AND 25 FT. N. OF CENTER LINE OF ROAD.
 ET0099
 ET0099                          STATION RECOVERY (1974)
 ET0099
 ET0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0099'ABOUT 2.7 MI. NORTH AND EAST ALONG THE AT AND SF RR. FROM THE GRX AT
 ET0099'DRAKE, YAVAPAI COUNTY, ABOUT 0.6 MI. EAST OF MILEPOST 2, 155 FT.
 ET0099'NORTHEAST OF A BRIDGE, ABOUT 150 EAST OF A WASH, AND 25 FEET NORTH OF
 ET0099'THE CENTER LINE OF A TRACK ROAD. A STANDARD DISK, STAMPED X 97 1935
 ET0099'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0179 ***********************************************************************
 FR0179  DESIGNATION -  X 98
 FR0179  PID         -  FR0179
 FR0179  STATE/COUNTY-  AZ/COCONINO
 FR0179  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0179
 FR0179                         *CURRENT SURVEY CONTROL
 FR0179  ___________________________________________________________________
 FR0179* NAD 83(1986)-  35 11 18.     (N)    112 09 13.     (W)     SCALED    
 FR0179* NAVD 88     -      2198.72   (+/-2cm)    7213.6    (feet)  VERTCON   
 FR0179  ___________________________________________________________________
 FR0179  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 FR0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0179
 FR0179.The horizontal coordinates were scaled from a topographic map and have
 FR0179.an estimated accuracy of +/- 6 seconds.
 FR0179
 FR0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0179.The vertical order pertains to the NGVD 29 superseded value.
 FR0179
 FR0179.The geoid height was determined by GEOID03.
 FR0179
 FR0179;                    North         East    Units  Estimated Accuracy
 FR0179;SPC AZ C     -   464,490.      191,780.      MT  (+/- 180 meters Scaled)
 FR0179
 FR0179                          SUPERSEDED SURVEY CONTROL
 FR0179
 FR0179  NGVD 29 (??/??/92) 2197.689  (m)         7210.25   (f) ADJ UNCH    2 0
 FR0179
 FR0179.Superseded values are not recommended for survey control.
 FR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0179.See file dsdata.txt to determine how the superseded data were derived.
 FR0179
 FR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD949945(NAD 83)
 FR0179_MARKER: DB = BENCH MARK DISK
 FR0179_SETTING: 80 = SET IN A BOULDER
 FR0179_SP_SET: BOULDER
 FR0179_STAMPING: X 98 1935
 FR0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0179+STABILITY: SURFACE MOTION
 FR0179
 FR0179  HISTORY     - Date     Condition        Report By
 FR0179  HISTORY     - 1935     MONUMENTED       CGS
 FR0179
 FR0179                          STATION DESCRIPTION
 FR0179
 FR0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0179'5.3 MI S FROM WILLIAMS.
 FR0179'5.3 MILES SOUTH ALONG THE PERKINSVILLE ROAD FROM THE ATCHISON, TOPEKA
 FR0179'AND SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, SOUTHEAST
 FR0179'OF A RANCH, ABOUT 100 YARDS NORTH OF AN EARTHEN DAM STORAGE TANK AT
 FR0179'THE WEST SIDE OF THE ROAD, ABOUT 100 FEET EAST OF A FENCE, 38 FEET
 FR0179'EAST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A LARGE
 FR0179'BOULDER.  A STANDARD DISK, STAMPED X 98 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0209 ***********************************************************************
 CZ0209  DESIGNATION -  XAVIER
 CZ0209  PID         -  CZ0209
 CZ0209  STATE/COUNTY-  AZ/PIMA
 CZ0209  USGS QUAD   -  TUCSON SW (1992)
 CZ0209
 CZ0209                         *CURRENT SURVEY CONTROL
 CZ0209  ___________________________________________________________________
 CZ0209* NAD 83(2007)-  32 05 38.54704(N)    110 57 34.81281(W)     ADJUSTED  
 CZ0209* NAVD 88     -       788.866  (meters)    2588.14   (feet)  ADJUSTED  
 CZ0209  ___________________________________________________________________
 CZ0209  EPOCH DATE  -        2007.00
 CZ0209  X           -  -1,934,917.516 (meters)                     COMP
 CZ0209  Y           -  -5,051,256.862 (meters)                     COMP
 CZ0209  Z           -   3,369,673.769 (meters)                     COMP
 CZ0209  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 CZ0209  ELLIP HEIGHT-         759.362 (meters)          (02/10/07) ADJUSTED
 CZ0209  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0209  DYNAMIC HT  -         787.757 (meters)    2584.50  (feet)  COMP
 CZ0209
 CZ0209  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ0209  Type    PID    Designation                      North   East  Ellip
 CZ0209  -------------------------------------------------------------------
 CZ0209  NETWORK CZ0209 XAVIER                            0.65   1.04   3.39
 CZ0209  -------------------------------------------------------------------
 CZ0209  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 CZ0209
 CZ0209  VERT ORDER  -  FIRST     CLASS II
 CZ0209
 CZ0209.The horizontal coordinates were established by GPS observations
 CZ0209.and adjusted by the National Geodetic Survey in February 2007.
 CZ0209
 CZ0209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ0209.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ0209.The horizontal coordinates are valid at the epoch date displayed above.
 CZ0209.The epoch date for horizontal control is a decimal equivalence
 CZ0209.of Year/Month/Day.
 CZ0209
 CZ0209.The orthometric height was determined by differential leveling
 CZ0209.and adjusted in June 1991.
 CZ0209.WARNING-GPS observations at this control monument resulted in a GPS
 CZ0209.derived orthometric height which differed from the leveled height by
 CZ0209.more than one decimeter (0.1 meter).
 CZ0209
 CZ0209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ0209
 CZ0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ0209
 CZ0209.The ellipsoidal height was determined by GPS observations
 CZ0209.and is referenced to NAD 83.
 CZ0209
 CZ0209.The geoid height was determined by GEOID03.
 CZ0209
 CZ0209.The dynamic height is computed by dividing the NAVD 88
 CZ0209.geopotential number by the normal gravity value computed on the
 CZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0209.degrees latitude (g = 980.6199 gals.).
 CZ0209
 CZ0209.The modeled gravity was interpolated from observed gravity values.
 CZ0209
 CZ0209;                    North         East     Units Scale Factor Converg.
 CZ0209;SPC AZ C     -   121,694.779   303,689.990   MT  1.00000059   +0 30 30.6
 CZ0209;SPC AZ C     -   399,261.09    996,358.23   iFT  1.00000059   +0 30 30.6
 CZ0209;UTM  12      - 3,550,860.200   503,805.470   MT  0.99960018   +0 01 17.1
 CZ0209
 CZ0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ0209!SPC AZ C     -   0.99988078  x   1.00000059  =   0.99988137
 CZ0209!UTM  12      -   0.99988078  x   0.99960018  =   0.99948101
 CZ0209
 CZ0209|---------------------------------------------------------------------|
 CZ0209| PID    Reference Object                     Distance      Geod. Az  |
 CZ0209|                                                           dddmmss.s |
 CZ0209| CZ0210 XAVIER RM 2                          17.802 METERS 26656     |
 CZ0209| CC6726 INDIAN SCH WT TK                                   3024130.7 |
 CZ0209| CZ0207 XAVIER RM 1                          17.766 METERS 35600     |
 CZ0209| CC5913 HIGHWAY 89 STA 3080+00.34                          3584124.8 |
 CZ0209|---------------------------------------------------------------------|
 CZ0209
 CZ0209                          SUPERSEDED SURVEY CONTROL
 CZ0209
 CZ0209  ELLIP H (06/11/02)  759.385  (m)                       GP(       ) 4 2
 CZ0209  NAD 83(1992)-  32 05 38.54629(N)    110 57 34.81162(W) AD(       ) 1
 CZ0209  ELLIP H (08/23/93)  759.474  (m)                       GP(       ) 4 2
 CZ0209  NAD 83(1986)-  32 05 38.54277(N)    110 57 34.80919(W) AD(       ) 1
 CZ0209  NAD 27      -  32 05 38.25800(N)    110 57 32.47900(W) AD(       ) 1
 CZ0209  NGVD 29 (??/??/92)  788.200  (m)         2585.95   (f) ADJ UNCH    1 2
 CZ0209
 CZ0209.Superseded values are not recommended for survey control.
 CZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0209.See file dsdata.txt to determine how the superseded data were derived.
 CZ0209
 CZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA0380550860(NAD 83)
 CZ0209_MARKER: DS = TRIANGULATION STATION DISK
 CZ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0209_STAMPING: XAVIER 1935
 CZ0209_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0209+STABILITY: SURFACE MOTION
 CZ0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0209+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 CZ0209
 CZ0209  HISTORY     - Date     Condition        Report By
 CZ0209  HISTORY     - 1935     MONUMENTED       CGS
 CZ0209  HISTORY     - 1950     GOOD             CGS
 CZ0209  HISTORY     - 1953     GOOD             CGS
 CZ0209  HISTORY     - 1953     GOOD             NGS
 CZ0209  HISTORY     - 1959     GOOD             CGS
 CZ0209  HISTORY     - 1963     GOOD             CGS
 CZ0209  HISTORY     - 1980     GOOD             NGS
 CZ0209  HISTORY     - 1987     GOOD             NGS
 CZ0209  HISTORY     - 19950205 MARK NOT FOUND   USPSQD
 CZ0209  HISTORY     - 20000308 GOOD             USPSQD
 CZ0209  HISTORY     - 20061019 GOOD             TOHONO
 CZ0209
 CZ0209                          STATION DESCRIPTION
 CZ0209
 CZ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CZ0209'ABOUT 8 MILES SOUTH OF THE CENTER OF TUCSON, ON U.S. HIGHWAY
 CZ0209'NO. 89, IN SEC. 31, T. 15 S., R. 14 E., NEAR AN ADOBE AND
 CZ0209'STUCCOED BUILDING WITH AN ENCLOSED YARD.  THE STATION IS 5
 CZ0209'PACES NORTH OF THE NORTHEAST CORNER OF THE YARD.  MARKED BY
 CZ0209'STANDARD BRONZE DISKS.  REFERENCE
 CZ0209'MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IS
 CZ0209'17.782 METERS (58.34 FEET) FROM STATION.
 CZ0209'REFERENCE MARK NO. 2, A STANDARD BRONZE REFERENCE
 CZ0209'DISK, IS 17.808 METERS (58.43 FEET) FROM STATION.
 CZ0209'THE APEX OF THE CONICAL-SHAPED TOP OF
 CZ0209'A WHITE WATER TANK, WHICH IS ON THE SIDE OF A HILL ABOVE A
 CZ0209'LARGE GROUP OF BUILDINGS ABOUT 2 MILES FROM THE STATION.
 CZ0209
 CZ0209                          STATION RECOVERY (1950)
 CZ0209
 CZ0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GBG)
 CZ0209'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 CZ0209'E.B. LATHAM IN 1935.  THE DESCRIPTION IS ADEQUATE.  WITNESS POST
 CZ0209'NOT NEEDED.
 CZ0209
 CZ0209                          STATION RECOVERY (1953)
 CZ0209
 CZ0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 CZ0209'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CZ0209'A COMPLETE NEW DESCRIPTION FOLLOWS--
 CZ0209'
 CZ0209'THE STATION IS LOCATED ABOUT 8 MI. S OF TUCSON, ALONG U.S.
 CZ0209'HIGHWAY 89, AND ON THE PROPERTY OF HAWKINS MOTEL.  TO REACH
 CZ0209'FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION IN TUCSON, GO
 CZ0209'S ALONG THE RAILROAD FOR 9.0 MI. TO THE MOTEL WHICH IS ACROSS
 CZ0209'U.S. HIGHWAY 89 FROM THE TRACK.
 CZ0209'
 CZ0209'THE STATION MARK IS A STANDARD STATION-MARK DISK, STAMPED XAVIER
 CZ0209'1935, 53.4 FT. W OF THE CENTERLINE OF THE HIGHWAY, 15.2 FT. N
 CZ0209'OF THE NE CORNER OF AN ADOBE WALL AROUND THE MOTEL, 1.5 FT. N
 CZ0209'OF A WITNESS POST, ABOUT 1-1/2 FT. LOWER THAN THE HIGHWAY,
 CZ0209'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FT. ABOVE
 CZ0209'THE GROUND.
 CZ0209'
 CZ0209'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 CZ0209'XAVIER NO 1 1935, 58.3 FT. N OF THE STATION, 73.5 FT. N OF THE
 CZ0209'NE CORNER OF THE ADOBE WALL, 55 FT. W OF THE CENTERLINE OF THE
 CZ0209'HIGHWAY, 2.0 FT. S OF A WITNESS POST, ABOUT 1-1/2 FT. LOWER THAN
 CZ0209'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0209'0.2 FT. ABOVE THE GROUND.
 CZ0209'
 CZ0209'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 CZ0209'XAVIER NO 2 1935, 111.8 FT. W OF THE CENTERLINE OF THE HIGHWAY,
 CZ0209'58.4 FT. W OF THE STATION, 11.7 FT. N OF THE N EDGE OF THE
 CZ0209'WALL, 1.6 FT. E OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ0209'CONCRETE POST PROJECTING 0.2 FT. ABOVE THE GROUND.
 CZ0209
 CZ0209                          STATION RECOVERY (1953)
 CZ0209
 CZ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CZ0209'9.05 MI S FROM TUCSON.
 CZ0209'9.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0209'STATION AT TUCSON, 0.3 MILE SOUTH AND ACROSS U. S. HIGHWAY 89 FROM
 CZ0209'MILEPOLE 933, AT HAWKINS MOTEL, 58.3 FEET SOUTH OF XAVIER R.M. 1, 58.4
 CZ0209'FEET EAST OF XAVIER R.M. 2, 53.4 FEET WEST OF THE CENTER LINE OF THE
 CZ0209'HIGHWAY, 15.2 FEET NORTH OF THE NORTHEAST CORNER OF AN ADOBE WALL, 1.5
 CZ0209'FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY,
 CZ0209'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 CZ0209'GROUND.
 CZ0209
 CZ0209                          STATION RECOVERY (1959)
 CZ0209
 CZ0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CZ0209'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CZ0209'RECOVERED AND FOUND IN VERY GOOD CONDITION.  A DIFFERENT AZIMUTH
 CZ0209'MARK WAS USED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CZ0209'
 CZ0209'THE STATION IS ABOUT 8 MILES SOUTH OF TUCSON AND ON THE WEST
 CZ0209'SIDE OF U.S. HIGHWAY 89 JUST BEFORE REACHING THE STAGE COACH
 CZ0209'MOTEL.
 CZ0209'
 CZ0209'TO REACH THE STATION FROM THE POST OFFICE AT EMERY PARK GO SOUTH
 CZ0209'ON U.S. HIGHWAY 89 FOR 2.4 MILES TO A SIGNAL LIGHT AND A T
 CZ0209'ROAD LEFT, CONTINUE SOUTH ON U.S. HIGHWAY 89 FOR 0.05 MILE TO
 CZ0209'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY
 CZ0209'89 FOR 0.7 MILE TO THE STATION AND REFERENCE MARKS ON THE
 CZ0209'RIGHT.
 CZ0209'
 CZ0209'THE STATION MARK, STAMPED XAVIER 1935, IS A STANDARD DISK SET
 CZ0209'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0209'2 INCHES.  IT IS 53-1/2 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CZ0209'89, 15 FEET NORTH OF THE NORTHEAST CORNER OF THE WHITE WALL
 CZ0209'AROUND THE STAGE COACH MOTEL AND 3.9 FEET NORTH OF THE WITNESS
 CZ0209'POST.
 CZ0209'
 CZ0209'REFERENCE MARK 1, STAMPED XAVIER NO 1 1935, IS A STANDARD DISK
 CZ0209'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0209'4 INCHES.  IT IS 62.0 FEET NORTH OF THE WITNESS POST AND 53
 CZ0209'FEET WEST OF THE CENTER OF U.S. HIGHWAY 89.
 CZ0209'
 CZ0209'REFERENCE MARK 2, STAMPED XAVIER NO 2 1935, IS A STANDARD DISK SET
 CZ0209'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 CZ0209'3 INCHES.  IT IS 58.0 FEET WEST OF THE WITNESS POST.
 CZ0209'
 CZ0209'THE AZIMUTH MARK, STAMPED 2566.55 3080+00.34 51, IS AN ARIZONA
 CZ0209'HIGHWAY DEPT. ELEV. DISK CEMENTED IN A DRILL HOLE IN THE EAST
 CZ0209'HEAD WALL OF A CONCRETE BRIDGE.  IT IS 21-1/2 FEET EAST OF THE
 CZ0209'CENTER OF U.S. HIGHWAY 89 AND AT THE SOUTH END OF THE BRIDGE.
 CZ0209
 CZ0209                          STATION RECOVERY (1963)
 CZ0209
 CZ0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 CZ0209'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 CZ0209'S.L. HOLLIS JR. IN 1959 AND FOUND TO BE IN GOOD CONDITION.
 CZ0209'THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE.
 CZ0209
 CZ0209                          STATION RECOVERY (1980)
 CZ0209
 CZ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0209'14.5 KILOMETERS (9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ0209'FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE) SOUTH OF U S
 CZ0209'HIGHWAY 89 MILEPOST 58, 0.5 KILOMETER (0.3 MILE) SOUTH OF AND
 CZ0209'ACROSS THE HIGHWAY FROM RAILROAD MILEPOST 993, IN THE CENTER OF
 CZ0209'THE SOUTH PRIVATE DRIVE TO A MOBILE HOME, 4.7 METERS (15.4 FEET)
 CZ0209'NORTH OF THE NORTHEAST CORNER OF AND IN LINE WITH THE ADOBE
 CZ0209'FENCE RUNNING SOUTH AROUND THE HAWKINS MOTEL, 16.4 METERS
 CZ0209'(54 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 1.3 METERS
 CZ0209'(4.3 FEET) EAST OF A CHAIN LINK FENCE, 3.6 METERS (12 FEET)
 CZ0209'SOUTHWEST OF THE BASE OF THE SOUTH ONE OF TWO GUY WIRES FOR
 CZ0209'THE WEST POLE OF A DOUBLE POLE POWER LINE STRUCTURE.
 CZ0209'THE MARK IS 6.4 METERS  S FROM A WITNESS POST.
 CZ0209'THE MARK IS 0.6 M BELOW THE HIGHWAY..
 CZ0209
 CZ0209                          STATION RECOVERY (1987)
 CZ0209
 CZ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CZ0209'THE STATION WAS RECOVERED AT THIS DATE,
 CZ0209'IN GOOD CONDITION.  REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS
 CZ0209'DATE.
 CZ0209'
 CZ0209'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 CZ0209'NORTH OF SAHUARITA,
 CZ0209'11.3 KM (7 MI) SOUTH OF SOUTH TUCSON AND ALONG U.S. HIGHWAY 89.
 CZ0209'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CZ0209'
 CZ0209'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 19 AND
 CZ0209'VALENCIA RD WHICH IS ABOUT 6.4 KM (4 MI) SOUTH OF SOUTH TUCSON, GO
 CZ0209'EAST FOR 2.4 KM (1.5 MI) ON VALENCIA RD TO A CROSSROAD, U.S.
 CZ0209'HIGHWAY 89 (NOGALES HIGHWAY).
 CZ0209'TURN RIGHT AND GO SOUTH FOR 3.2 KM (2.0 MI) ON HIGHWAY 89 TO A
 CZ0209'PAVED ROAD LEFT, WEST ACCESS RD.
 CZ0209'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.2 KM (0.75 MI) ON
 CZ0209'HIGHWAY 89 TO A SET OF TWO UTILITY POLES AND THE STATION ON THE
 CZ0209'RIGHT.
 CZ0209'
 CZ0209'THE STATION IS A STANDARD CGS DISK
 CZ0209'STAMPED---XAVIER 1935---,
 CZ0209'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CZ0209'33 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 CZ0209'16.40 METERS (53.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 CZ0209'OF THE HIGHWAY,
 CZ0209'11.64 METERS (38.2 FT) SOUTH FROM THE WESTERN ONE OF A SET OF TWO
 CZ0209'UTILITY POLES,
 CZ0209'6.37 METERS (20.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST,
 CZ0209'5.12 METERS (16.8 FT) NORTH-NORTHWEST FROM A UTILITY POLE,
 CZ0209'4.66 METERS (15.3 FT) NORTH FROM THE NORTHEAST CORNER OF A CONCRETE
 CZ0209'WALL AND
 CZ0209'1.01 METERS (3.3 FT) EAST FROM THE CENTER OF A CHAIN LINK FENCE
 CZ0209'GATE.  NOTE, THE 1935 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 CZ0209'
 CZ0209'AVRA VALLEY, ARIZONA, SUBSIDENCE MONITORING, FEBRUARY-MARCH 1987.
 CZ0209'
 CZ0209'THIS STATION SUITABLE FOR GPS SURVEYS.
 CZ0209'
 CZ0209'DESCRIBED BY D.F. CALLAHAN.
 CZ0209
 CZ0209                          STATION RECOVERY (1995)
 CZ0209
 CZ0209'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0209'MARK NOT FOUND.
 CZ0209
 CZ0209                          STATION RECOVERY (2000)
 CZ0209
 CZ0209'RECOVERY NOTE BY US POWER SQUADRON 2000
 CZ0209'RECOVERED IN GOOD CONDITION.
 CZ0209
 CZ0209                          STATION RECOVERY (2006)
 CZ0209
 CZ0209'RECOVERY NOTE BY TOHONO OODHAM NATION 2006 (JB)
 CZ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0207 ***********************************************************************
 CZ0207  DESIGNATION -  XAVIER RM 1
 CZ0207  PID         -  CZ0207
 CZ0207  STATE/COUNTY-  AZ/PIMA
 CZ0207  USGS QUAD   -  TUCSON SW (1992)
 CZ0207
 CZ0207                         *CURRENT SURVEY CONTROL
 CZ0207  ___________________________________________________________________
 CZ0207* NAD 83(1986)-  32 05 38.     (N)    110 57 34.     (W)     SCALED    
 CZ0207* NAVD 88     -       788.742  (meters)    2587.73   (feet)  ADJUSTED  
 CZ0207  ___________________________________________________________________
 CZ0207  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0207  DYNAMIC HT  -         787.634 (meters)    2584.10  (feet)  COMP
 CZ0207  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 CZ0207
 CZ0207  VERT ORDER  -  FIRST     CLASS II
 CZ0207
 CZ0207.The horizontal coordinates were scaled from a topographic map and have
 CZ0207.an estimated accuracy of +/- 6 seconds.
 CZ0207
 CZ0207.The orthometric height was determined by differential leveling
 CZ0207.and adjusted in June 1991.
 CZ0207
 CZ0207.The geoid height was determined by GEOID03.
 CZ0207
 CZ0207.The dynamic height is computed by dividing the NAVD 88
 CZ0207.geopotential number by the normal gravity value computed on the
 CZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0207.degrees latitude (g = 980.6199 gals.).
 CZ0207
 CZ0207.The modeled gravity was interpolated from observed gravity values.
 CZ0207
 CZ0207;                    North         East    Units  Estimated Accuracy
 CZ0207;SPC AZ C     -   121,680.      303,710.      MT  (+/- 180 meters Scaled)
 CZ0207
 CZ0207                          SUPERSEDED SURVEY CONTROL
 CZ0207
 CZ0207  NGVD 29 (??/??/92)  788.067  (m)         2585.52   (f) ADJ UNCH    1 2
 CZ0207
 CZ0207.Superseded values are not recommended for survey control.
 CZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0207.See file dsdata.txt to determine how the superseded data were derived.
 CZ0207
 CZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038508(NAD 83)
 CZ0207_MARKER: DR = REFERENCE MARK DISK
 CZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0207_STAMPING: XAVIER NO 1 1935
 CZ0207_PROJECTION: PROJECTING 12 CENTIMETERS
 CZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0207+STABILITY: SURFACE MOTION
 CZ0207
 CZ0207  HISTORY     - Date     Condition        Report By
 CZ0207  HISTORY     - 1935     MONUMENTED       CGS
 CZ0207  HISTORY     - 1953     GOOD             NGS
 CZ0207  HISTORY     - 1980     GOOD             NGS
 CZ0207  HISTORY     - 19950115 GOOD             USPSQD
 CZ0207  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0207
 CZ0207                          STATION DESCRIPTION
 CZ0207
 CZ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0207'9.05 MI S FROM TUCSON.
 CZ0207'9.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0207'STATION AT TUCSON, 0.3 MILE SOUTH OF AND ACROSS U.S. HIGHWAY 89 FROM
 CZ0207'MILEPOLE 993, AT HAWKINS MOTEL, 73.5 FEET NORTH OF THE NORTHEAST
 CZ0207'CORNER OF AN ADOBE WALL AROUND THE MOTEL, 58.3 FEET NORTH OF
 CZ0207'TRIANGULATION STATION XAVIER, 55 FEET WEST OF THE CENTER LINE OF THE
 CZ0207'HIGHWAY, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 CZ0207'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CZ0207'ABOVE THE GROUND.
 CZ0207
 CZ0207                          STATION RECOVERY (1980)
 CZ0207
 CZ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0207'14.5 KILOMETERS (9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0207'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ0207'SOUTH OF U S HIGHWAY 89 MILEPOST 58, 16.8 METERS (55.3 FEET)
 CZ0207'WEST OF THE CENTERLINE OF THE HIGHWAY, 17.8 METERS (58.4 FEET)
 CZ0207'NORTH OF THE STATION, 6.5 METERS (21.3 FEET) NORTHEAST OF THE
 CZ0207'WEST POLE OF A DOUBLE POLE POWER LINE STRUCTURE, 10.3 METERS
 CZ0207'(33.8 FEET) SOUTH OF THE CENTER OF THE CHAIN LINK GATE ACROSS
 CZ0207'THE PRIVATE DRIVE TO THE MOBIL HOMES, 0.6 METERS (2 FEET)
 CZ0207'EAST OF THE CHAIN LINK FENCE.
 CZ0207'THE MARK IS 11.4 METERS  N FROM A WITNESS POST.
 CZ0207'THE MARK IS 0.6 M BELOW THE HIGHWAY..
 CZ0207
 CZ0207                          STATION RECOVERY (1995)
 CZ0207
 CZ0207'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0207'RECOVERED IN GOOD CONDITION.
 CZ0207
 CZ0207                          STATION RECOVERY (2007)
 CZ0207
 CZ0207'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0210 ***********************************************************************
 CZ0210  DESIGNATION -  XAVIER RM 2
 CZ0210  PID         -  CZ0210
 CZ0210  STATE/COUNTY-  AZ/PIMA
 CZ0210  USGS QUAD   -  TUCSON SW (1992)
 CZ0210
 CZ0210                         *CURRENT SURVEY CONTROL
 CZ0210  ___________________________________________________________________
 CZ0210* NAD 83(1986)-  32 05 38.     (N)    110 57 34.     (W)     SCALED    
 CZ0210* NAVD 88     -       788.861  (meters)    2588.12   (feet)  ADJUSTED  
 CZ0210  ___________________________________________________________________
 CZ0210  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CZ0210  DYNAMIC HT  -         787.752 (meters)    2584.48  (feet)  COMP
 CZ0210  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 CZ0210
 CZ0210  VERT ORDER  -  FIRST     CLASS II
 CZ0210
 CZ0210.The horizontal coordinates were scaled from a topographic map and have
 CZ0210.an estimated accuracy of +/- 6 seconds.
 CZ0210
 CZ0210.The orthometric height was determined by differential leveling
 CZ0210.and adjusted in June 1991.
 CZ0210
 CZ0210.The geoid height was determined by GEOID03.
 CZ0210
 CZ0210.The dynamic height is computed by dividing the NAVD 88
 CZ0210.geopotential number by the normal gravity value computed on the
 CZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0210.degrees latitude (g = 980.6199 gals.).
 CZ0210
 CZ0210.The modeled gravity was interpolated from observed gravity values.
 CZ0210
 CZ0210;                    North         East    Units  Estimated Accuracy
 CZ0210;SPC AZ C     -   121,680.      303,710.      MT  (+/- 180 meters Scaled)
 CZ0210
 CZ0210                          SUPERSEDED SURVEY CONTROL
 CZ0210
 CZ0210  NGVD 29 (??/??/92)  788.200  (m)         2585.95   (f) ADJ UNCH    1 2
 CZ0210
 CZ0210.Superseded values are not recommended for survey control.
 CZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0210.See file dsdata.txt to determine how the superseded data were derived.
 CZ0210
 CZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA038508(NAD 83)
 CZ0210_MARKER: DR = REFERENCE MARK DISK
 CZ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0210_STAMPING: XAVIER NO 2 1935
 CZ0210_PROJECTION: PROJECTING 6 CENTIMETERS
 CZ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0210+STABILITY: SURFACE MOTION
 CZ0210
 CZ0210  HISTORY     - Date     Condition        Report By
 CZ0210  HISTORY     - 1935     MONUMENTED       CGS
 CZ0210  HISTORY     - 1953     GOOD             NGS
 CZ0210  HISTORY     - 1980     GOOD             NGS
 CZ0210  HISTORY     - 19950115 GOOD             USPSQD
 CZ0210  HISTORY     - 20070527 GOOD             GEOCAC
 CZ0210
 CZ0210                          STATION DESCRIPTION
 CZ0210
 CZ0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CZ0210'9.05 MI S FROM TUCSON.
 CZ0210'9.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CZ0210'STATION AT TUCSON, 0.3 MILE SOUTH OF AND ACROSS U.S. HIGHWAY 89 FROM
 CZ0210'MILEPOLE 993, AT HAWKINS MOTEL, 111.8 FEET WEST OF THE CENTER LINE OF
 CZ0210'THE HIGHWAY, 58.4 FEET WEST OF TRIANGULATION STATION XAVIER, 11.7 FEET
 CZ0210'NORTH OF THE NORTH WALL OF AN ADOBE WALL, 1.6 FEET EAST OF A WITNESS
 CZ0210'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CZ0210'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CZ0210
 CZ0210                          STATION RECOVERY (1980)
 CZ0210
 CZ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0210'14.5 KILOMETERS (9 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CZ0210'RAILROAD FROM THE STATION AT TUCSON, 0.5 KILOMETER (0.3 MILE)
 CZ0210'SOUTH OF U S HIGHWAY 89 MILEPOST 58, 0.5 KILOMETER (0.3 MILE)
 CZ0210'SOUTH OF RAILROAD MILEPOST 993, 3.55 METERS (11.7 FEET) NORTH
 CZ0210'OF THE NORTH EDGE OF THE ADOBE WALL FOR THE HAWKINS MOTEL,
 CZ0210'6.3 METERS (20.7 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 CZ0210'OF A MOBIL HOME, 17.86 METERS (58.6 FEET) WEST OF THE STATION,
 CZ0210'34 METERS (112 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY.
 CZ0210'THE MARK IS 0.6 M BELOW THE HIGHWAY..
 CZ0210
 CZ0210                          STATION RECOVERY (1995)
 CZ0210
 CZ0210'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0210'RECOVERED IN GOOD CONDITION.
 CZ0210
 CZ0210                          STATION RECOVERY (2007)
 CZ0210
 CZ0210'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0588 ***********************************************************************
 FS0588  DESIGNATION -  Y
 FS0588  PID         -  FS0588
 FS0588  STATE/COUNTY-  AZ/MOHAVE
 FS0588  USGS QUAD   -  KINGMAN (1980)
 FS0588
 FS0588                         *CURRENT SURVEY CONTROL
 FS0588  ___________________________________________________________________
 FS0588* NAD 83(1986)-  35 08 26.     (N)    114 05 47.     (W)     SCALED    
 FS0588* NAVD 88     -       884.405  (meters)    2901.59   (feet)  POSTED    
 FS0588  ___________________________________________________________________
 FS0588  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FS0588  DYNAMIC HT  -         883.380 (meters)    2898.22  (feet)  COMP
 FS0588  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 FS0588
 FS0588  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0588
 FS0588.The horizontal coordinates were scaled from a topographic map and have
 FS0588.an estimated accuracy of +/- 6 seconds.
 FS0588
 FS0588.The orthometric height was determined by differential leveling
 FS0588.and adjusted by the  in 1992.
 FS0588.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0588.rate of 2.1 thru 3.0 mm/km.
 FS0588
 FS0588.The geoid height was determined by GEOID03.
 FS0588
 FS0588.The dynamic height is computed by dividing the NAVD 88
 FS0588.geopotential number by the normal gravity value computed on the
 FS0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0588.degrees latitude (g = 980.6199 gals.).
 FS0588
 FS0588.The modeled gravity was interpolated from observed gravity values.
 FS0588
 FS0588;                    North         East    Units  Estimated Accuracy
 FS0588;SPC AZ W     -   459,240.      181,800.      MT  (+/- 180 meters Scaled)
 FS0588
 FS0588                          SUPERSEDED SURVEY CONTROL
 FS0588
 FS0588  NGVD 29 (??/??/92)  883.644  (m)         2899.09   (f) ADJ UNCH    1 2
 FS0588
 FS0588.Superseded values are not recommended for survey control.
 FS0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0588.See file dsdata.txt to determine how the superseded data were derived.
 FS0588
 FS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU645924(NAD 83)
 FS0588_MARKER: B = BOLT
 FS0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0588_SP_SET: BRIDGE
 FS0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0588
 FS0588  HISTORY     - Date     Condition        Report By
 FS0588  HISTORY     - UNK      MONUMENTED       CGS
 FS0588  HISTORY     - 1961     GOOD             NGS
 FS0588
 FS0588                          STATION DESCRIPTION
 FS0588
 FS0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0588'5 MI S FROM KINGMAN.
 FS0588'ABOUT 5.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0588'RAILWAY FROM THE STATION AT KINGMAN, ABOUT 0.6 MILE SOUTH OF THE
 FS0588'REMAINS OF THE STATION AT MC CONNICO, AT A STEEL GIRDER BRIDGE,
 FS0588'IN THE TOP OF THE WINGWALL AT THE WEST END OF THE SOUTH ABUTMENT,
 FS0588'9 FEET WEST OF THE CENTER OF THE WEST TRACK, AND ABOUT 1 FOOT
 FS0588'BELOW THE LEVEL OF THE TRACK.  NOTE-- IT WAS REPORTED IN DECEMBER
 FS0588'1934 THAT THIS BENCH MARK MIGHT HAVE BEEN MOVED.  THE BRIDGE IS
 FS0588'IN GOOD CONDITION BUT THE TOP OF THE BOLT APPEARS TO HAVE BEEN
 FS0588'CHISELED AND HAMMERED ON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0491 ***********************************************************************
 ET0491  DESIGNATION -  Y 102
 ET0491  PID         -  ET0491
 ET0491  STATE/COUNTY-  AZ/YAVAPAI
 ET0491  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0491
 ET0491                         *CURRENT SURVEY CONTROL
 ET0491  ___________________________________________________________________
 ET0491* NAD 83(1986)-  34 48 45.     (N)    112 46 26.     (W)     SCALED    
 ET0491* NAVD 88     -      1504.142  (meters)    4934.84   (feet)  POSTED    
 ET0491  ___________________________________________________________________
 ET0491  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 ET0491  DYNAMIC HT  -        1502.140 (meters)    4928.27  (feet)  COMP
 ET0491  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 ET0491
 ET0491  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0491
 ET0491.The horizontal coordinates were scaled from a topographic map and have
 ET0491.an estimated accuracy of +/- 6 seconds.
 ET0491
 ET0491.The orthometric height was determined by differential leveling
 ET0491.and adjusted in November 2005.
 ET0491.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0491.was located on a no-check spur therefore a value was not computed.
 ET0491.No vertical observational check was made to the station.
 ET0491
 ET0491.The geoid height was determined by GEOID03.
 ET0491
 ET0491.The dynamic height is computed by dividing the NAVD 88
 ET0491.geopotential number by the normal gravity value computed on the
 ET0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0491.degrees latitude (g = 980.6199 gals.).
 ET0491
 ET0491.The modeled gravity was interpolated from observed gravity values.
 ET0491
 ET0491;                    North         East    Units  Estimated Accuracy
 ET0491;SPC AZ C     -   423,110.      134,930.      MT  (+/- 180 meters Scaled)
 ET0491
 ET0491                          SUPERSEDED SURVEY CONTROL
 ET0491
 ET0491  NGVD 29 (??/??/92) 1503.279  (m)         4932.01   (f) ADJ UNCH    2 0
 ET0491
 ET0491.Superseded values are not recommended for survey control.
 ET0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0491.See file dsdata.txt to determine how the superseded data were derived.
 ET0491
 ET0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD377536(NAD 83)
 ET0491_MARKER: DD = SURVEY DISK
 ET0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0491_STAMPING: Y 102 1935
 ET0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0491+STABILITY: SURFACE MOTION
 ET0491
 ET0491  HISTORY     - Date     Condition        Report By
 ET0491  HISTORY     - 1935     MONUMENTED       USFS
 ET0491  HISTORY     - 1935     GOOD             NGS
 ET0491
 ET0491                          STATION DESCRIPTION
 ET0491
 ET0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0491'18.2 MI SE FROM WALNUT CREEK R S.
 ET0491'18.2 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY.  7.3 MI. E.
 ET0491'OF THE JUNCTION OF ROADS AT CAMP WOOD, 1.0 MI. W. OF A WOODEN BRIDGE
 ET0491'WITH ROCK ABUTMENTS, 0.8 MI. W. OF AN OLD ABANDONDED C.C.C. CAMP ON
 ET0491'THE S. SIDE OF ROAD, 1.4 MI. W. OF A WOODEN BRIDGE WITH ROCK
 ET0491'ABUTMENTS, 92 FT. W. AT CENTER LINE OF AN OLD ROAD BEARING N., 45 FT.
 ET0491'N. OF THE CENTER LINE OF ROAD AND ON THE SIDE OF A HILL ON A SHORT
 ET0491'TANGENT BETWEEN TWO CURVES IN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0259 ***********************************************************************
 FR0259  DESIGNATION -  Y 103
 FR0259  PID         -  FR0259
 FR0259  STATE/COUNTY-  AZ/YAVAPAI
 FR0259  USGS QUAD   -  PURCELL CANYON (1973)
 FR0259
 FR0259                         *CURRENT SURVEY CONTROL
 FR0259  ___________________________________________________________________
 FR0259* NAD 83(1986)-  35 12 21.     (N)    112 53 14.     (W)     SCALED    
 FR0259* NAVD 88     -      1536.949  (meters)    5042.47   (feet)  POSTED    
 FR0259  ___________________________________________________________________
 FR0259  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 FR0259  DYNAMIC HT  -        1534.930 (meters)    5035.85  (feet)  COMP
 FR0259  MODELED GRAV-     979,267.8   (mgal)                       NAVD 88
 FR0259
 FR0259  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0259
 FR0259.The horizontal coordinates were scaled from a topographic map and have
 FR0259.an estimated accuracy of +/- 6 seconds.
 FR0259
 FR0259.The orthometric height was determined by differential leveling
 FR0259.and adjusted in November 2005.
 FR0259.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0259.was located on a no-check spur therefore a value was not computed.
 FR0259.No vertical observational check was made to the station.
 FR0259
 FR0259.The geoid height was determined by GEOID03.
 FR0259
 FR0259.The dynamic height is computed by dividing the NAVD 88
 FR0259.geopotential number by the normal gravity value computed on the
 FR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0259.degrees latitude (g = 980.6199 gals.).
 FR0259
 FR0259.The modeled gravity was interpolated from observed gravity values.
 FR0259
 FR0259;                    North         East    Units  Estimated Accuracy
 FR0259;SPC AZ C     -   466,840.      124,990.      MT  (+/- 180 meters Scaled)
 FR0259
 FR0259                          SUPERSEDED SURVEY CONTROL
 FR0259
 FR0259  NGVD 29 (??/??/92) 1536.014  (m)         5039.41   (f) ADJ UNCH    2 0
 FR0259
 FR0259.Superseded values are not recommended for survey control.
 FR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0259.See file dsdata.txt to determine how the superseded data were derived.
 FR0259
 FR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD282975(NAD 83)
 FR0259_MARKER: DD = SURVEY DISK
 FR0259_SETTING: 80 = SET IN A BOULDER
 FR0259_SP_SET: BOULDER
 FR0259_STAMPING: F 103 1935
 FR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0259+STABILITY: SURFACE MOTION
 FR0259
 FR0259  HISTORY     - Date     Condition        Report By
 FR0259  HISTORY     - 1935     MONUMENTED       USFS
 FR0259
 FR0259                          STATION DESCRIPTION
 FR0259
 FR0259'DESCRIBED BY US FOREST SERVICE 1935
 FR0259'0.9 MI E FROM SELIGMAN.
 FR0259'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0259'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 8.7
 FR0259'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 1.0 MILE
 FR0259'SOUTH OF A WIRE CORRAL EAST OF THE ROAD, ABOUT 0.3 MILE NORTHEAST OF A
 FR0259'CATTLE GUARD, ABOUT 225 FEET NORTHEAST OF POINT OF KNOLL COVERED WITH
 FR0259'LARGE RED BOULDERS, 58 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20
 FR0259'FEET NORTH OF THE TOP OF A RIDGE, ABOUT 1.5 FEET HIGHER THAN THE ROAD,
 FR0259'AND IN A 3- BY 2-1/2-FOOT GRAY BOULDER PROJECTING ABOUT 0.7 FOOT ABOVE
 FR0259'GROUND.  A UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED F 103
 FR0259'1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0463 ***********************************************************************
 DU0463  DESIGNATION -  Y 107
 DU0463  PID         -  DU0463
 DU0463  STATE/COUNTY-  AZ/PINAL
 DU0463  USGS QUAD   -  SUPERIOR (1981)
 DU0463
 DU0463                         *CURRENT SURVEY CONTROL
 DU0463  ___________________________________________________________________
 DU0463* NAD 83(1992)-  33 18 55.11917(N)    111 02 10.40574(W)     ADJUSTED  
 DU0463* NAVD 88     -      1267.65   (+/-2cm)    4158.9    (feet)  VERTCON   
 DU0463  ___________________________________________________________________
 DU0463  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 DU0463  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DU0463  HORZ ORDER  -  THIRD
 DU0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0463
 DU0463.The horizontal coordinates were established by classical geodetic methods
 DU0463.and adjusted by the National Geodetic Survey in August 1993.
 DU0463
 DU0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0463.The vertical order pertains to the NGVD 29 superseded value.
 DU0463
 DU0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0463
 DU0463.The geoid height was determined by GEOID03.
 DU0463
 DU0463;                    North         East     Units Scale Factor Converg.
 DU0463;SPC AZ C     -   257,064.285   295,339.392   MT  0.99998283   +0 29 01.0
 DU0463;SPC AZ C     -   843,386.76    968,961.26   iFT  0.99998283   +0 29 01.0
 DU0463;UTM  12      - 3,686,243.809   496,628.209   MT  0.99960014   -0 01 11.6
 DU0463
 DU0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0463!SPC AZ C     -   0.99980542  x   0.99998283  =   0.99978826
 DU0463!UTM  12      -   0.99980542  x   0.99960014  =   0.99940564
 DU0463
 DU0463:                Primary Azimuth Mark                     Grid Az
 DU0463:SPC AZ C     -  APACHE                                   201 50 58.4
 DU0463:UTM  12      -  APACHE                                   202 21 11.0
 DU0463
 DU0463|---------------------------------------------------------------------|
 DU0463| PID    Reference Object                     Distance      Geod. Az  |
 DU0463|                                                           dddmmss.s |
 DU0463| DU1883 APACHE                              APPROX. 6.3 KM 2021959.4 |
 DU0463|---------------------------------------------------------------------|
 DU0463
 DU0463                          SUPERSEDED SURVEY CONTROL
 DU0463
 DU0463  NAD 83(1986)-  33 18 55.11417(N)    111 02 10.40675(W) AD(       ) 3
 DU0463  NGVD 29 (??/??/92) 1266.922  (m)         4156.56   (f) ADJ UNCH    2 0
 DU0463
 DU0463.Superseded values are not recommended for survey control.
 DU0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0463.See file dsdata.txt to determine how the superseded data were derived.
 DU0463
 DU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB9662886244(NAD 83)
 DU0463_MARKER: DB = BENCH MARK DISK
 DU0463_SETTING: 66 = SET IN ROCK OUTCROP
 DU0463_SP_SET: ROCK OUTCROP
 DU0463_STAMPING: Y 107 1935
 DU0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0463+STABILITY: POSITION/ELEVATION WELL
 DU0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0463+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 DU0463
 DU0463  HISTORY     - Date     Condition        Report By
 DU0463  HISTORY     - 1935     MONUMENTED       CGS
 DU0463  HISTORY     - 1946     GOOD             USGS
 DU0463  HISTORY     - 1963     GOOD             USGS
 DU0463  HISTORY     - 1963     GOOD             USGS
 DU0463  HISTORY     - 1967     GOOD             NGS
 DU0463  HISTORY     - 20040730 POOR             INDIV
 DU0463  HISTORY     - 20060115 GOOD             USPSQD
 DU0463  HISTORY     - 20070506 POOR             GEOCAC
 DU0463
 DU0463                          STATION DESCRIPTION
 DU0463
 DU0463'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 DU0463'DESCRIBED BY NGS AS FOLLOWS--SUPERIOR POST OFFICE, 5.5 MI E. OF,
 DU0463'ALONG U.S. HWY. 60.  ABOUT 200 FT. SE. OF CENTERLINE OF HWY.,
 DU0463'ABOUT 90 FT. NE. OF CONCRETE PICNIC TABLE AT ROADSIDE STOP, ABOUT
 DU0463'10 FT. HIGHER THAN HWY.
 DU0463'
 DU0463'STATION MARK--NGS DISK STAMPED---Y 107 1935---, IN TOP OF LARGE
 DU0463'ROCK OUTCROP.
 DU0463
 DU0463                          STATION RECOVERY (1963)
 DU0463
 DU0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU0463'RECOVERED IN GOOD CONDITION.
 DU0463
 DU0463                          STATION RECOVERY (1963)
 DU0463
 DU0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DU0463'5.5 MI E FROM SUPERIOR.
 DU0463'5.5 MILES EAST OF SUPERIOR POST OFFICE, ALONG U.S. HIGHWAY 60, ABOUT
 DU0463'200 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 90 FEET
 DU0463'NORTHEAST OF A CONCRETE PICNIC TABLE AT ROADSIDE PARK, IN TOP OF A
 DU0463'LARGE ROCK OUTCROP AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.  A
 DU0463'STANDARD DISK, STAMPED Y 107 1935.
 DU0463
 DU0463                          STATION RECOVERY (1967)
 DU0463
 DU0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0463'RECOVERED IN GOOD CONDITION.
 DU0463
 DU0463                          STATION RECOVERY (2004)
 DU0463
 DU0463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SS)
 DU0463'FD. STEM WITH PUNCH MARK IN BOULDER. CAP HAS BEEN KNOCKED OFF.
 DU0463
 DU0463                          STATION RECOVERY (2006)
 DU0463
 DU0463'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DU0463'RECOVERED AS DESCRIBED.
 DU0463
 DU0463                          STATION RECOVERY (2007)
 DU0463
 DU0463'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0463'RECOVERED AS DESCRIBED IN THE 2004 RECOVERY NOTE, 'A STEM WITH A
 DU0463'PUNCH-MARK, IN A BOULDER. THE CAP HAS BEEN KNOCKED OFF.' THE PICNIC
 DU0463'TABLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0304 ***********************************************************************
 DU0304  DESIGNATION -  Y 108
 DU0304  PID         -  DU0304
 DU0304  STATE/COUNTY-  AZ/GILA
 DU0304  USGS QUAD   -  DOURINE CANYON (1966)
 DU0304
 DU0304                         *CURRENT SURVEY CONTROL
 DU0304  ___________________________________________________________________
 DU0304* NAD 83(1986)-  33 27 06.     (N)    110 33 19.     (W)     SCALED    
 DU0304* NAVD 88     -       956.147  (meters)    3136.96   (feet)  ADJUSTED  
 DU0304  ___________________________________________________________________
 DU0304  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DU0304  DYNAMIC HT  -         954.869 (meters)    3132.77  (feet)  COMP
 DU0304  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 DU0304
 DU0304  VERT ORDER  -  SECOND    CLASS 0
 DU0304
 DU0304.The horizontal coordinates were scaled from a topographic map and have
 DU0304.an estimated accuracy of +/- 6 seconds.
 DU0304
 DU0304.The orthometric height was determined by differential leveling
 DU0304.and adjusted in June 1991.
 DU0304
 DU0304.The geoid height was determined by GEOID03.
 DU0304
 DU0304.The dynamic height is computed by dividing the NAVD 88
 DU0304.geopotential number by the normal gravity value computed on the
 DU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0304.degrees latitude (g = 980.6199 gals.).
 DU0304
 DU0304.The modeled gravity was interpolated from observed gravity values.
 DU0304
 DU0304;                    North         East    Units  Estimated Accuracy
 DU0304;SPC AZ E     -   271,910.      177,230.      MT  (+/- 180 meters Scaled)
 DU0304
 DU0304                          SUPERSEDED SURVEY CONTROL
 DU0304
 DU0304  NGVD 29 (??/??/92)  955.538  (m)         3134.96   (f) ADJ UNCH    2 0
 DU0304
 DU0304.Superseded values are not recommended for survey control.
 DU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0304.See file dsdata.txt to determine how the superseded data were derived.
 DU0304
 DU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC413014(NAD 83)
 DU0304_MARKER: DB = BENCH MARK DISK
 DU0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0304_STAMPING: Y 108 1935
 DU0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0304+STABILITY: SURFACE MOTION
 DU0304
 DU0304  HISTORY     - Date     Condition        Report By
 DU0304  HISTORY     - 1935     MONUMENTED       CGS
 DU0304
 DU0304                          STATION DESCRIPTION
 DU0304
 DU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0304'2.3 MI N FROM SAN CARLOS.
 DU0304'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, THENCE ABOUT
 DU0304'9.0 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, 70.5 FEET WEST OF
 DU0304'THE WEST CORNER OF THE CIRCLE SEVEN RANCHHOUSE, AT A CONCRETE WATERING
 DU0304'TROUGH, AND IN THE TOP OF THE NORTH CORNER OF THE FLOAT CHAMBER OF THE
 DU0304'TROUGH.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0105 ***********************************************************************
 CH0105  DESIGNATION -  Y 109
 CH0105  PID         -  CH0105
 CH0105  STATE/COUNTY-  AZ/PIMA
 CH0105  USGS QUAD   -  WEST OF LUKEVILLE (1988)
 CH0105
 CH0105                         *CURRENT SURVEY CONTROL
 CH0105  ___________________________________________________________________
 CH0105* NAD 83(1986)-  31 59 50.     (N)    112 58 53.     (W)     SCALED    
 CH0105* NAVD 88     -       401.52   (+/-2cm)    1317.3    (feet)  VERTCON   
 CH0105  ___________________________________________________________________
 CH0105  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CH0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0105
 CH0105.The horizontal coordinates were scaled from a topographic map and have
 CH0105.an estimated accuracy of +/- 6 seconds.
 CH0105
 CH0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0105.The vertical order pertains to the NGVD 29 superseded value.
 CH0105
 CH0105.The geoid height was determined by GEOID03.
 CH0105
 CH0105;                    North         East    Units  Estimated Accuracy
 CH0105;SPC AZ C     -   111,050.      112,760.      MT  (+/- 180 meters Scaled)
 CH0105
 CH0105                          SUPERSEDED SURVEY CONTROL
 CH0105
 CH0105  NGVD 29 (??/??/92)  400.811  (m)         1314.99   (f) ADJ UNCH    2 0
 CH0105
 CH0105.Superseded values are not recommended for survey control.
 CH0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0105.See file dsdata.txt to determine how the superseded data were derived.
 CH0105
 CH0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA128418(NAD 83)
 CH0105_MARKER: DB = BENCH MARK DISK
 CH0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0105_STAMPING: Y 109 1935
 CH0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0105+STABILITY: SURFACE MOTION
 CH0105
 CH0105  HISTORY     - Date     Condition        Report By
 CH0105  HISTORY     - 1935     MONUMENTED       CGS
 CH0105  HISTORY     - 1952     GOOD             NGS
 CH0105
 CH0105                          STATION DESCRIPTION
 CH0105
 CH0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CH0105'19.55 MI NW FROM LUKEVILLE.
 CH0105'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 CH0105'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 CH0105'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 CH0105'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 4.1 MILES
 CH0105'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, 41 FEET SOUTHEAST
 CH0105'OF THE CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF THE WITNESS POST,
 CH0105'AND ABOUT LEVEL WITH THE ROAD, AND SET IN A CONCRETE POST PROJECTING
 CH0105'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0672 ***********************************************************************
 ET0672  DESIGNATION -  Y 11
 ET0672  PID         -  ET0672
 ET0672  STATE/COUNTY-  AZ/MOHAVE
 ET0672  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0672
 ET0672                         *CURRENT SURVEY CONTROL
 ET0672  ___________________________________________________________________
 ET0672* NAD 83(1986)-  34 15 37.     (N)    113 35 00.     (W)     SCALED    
 ET0672* NAVD 88     -       322.68   (+/-2cm)    1058.7    (feet)  VERTCON   
 ET0672  ___________________________________________________________________
 ET0672  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ET0672  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0672
 ET0672.The horizontal coordinates were scaled from a topographic map and have
 ET0672.an estimated accuracy of +/- 6 seconds.
 ET0672
 ET0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0672.The vertical order pertains to the NGVD 29 superseded value.
 ET0672
 ET0672.The geoid height was determined by GEOID03.
 ET0672
 ET0672;                    North         East    Units  Estimated Accuracy
 ET0672;SPC AZ W     -   361,550.      228,710.      MT  (+/- 180 meters Scaled)
 ET0672
 ET0672                          SUPERSEDED SURVEY CONTROL
 ET0672
 ET0672  NGVD 29 (??/??/92)  322.020  (m)         1056.49   (f) ADJ UNCH    1 2
 ET0672
 ET0672.Superseded values are not recommended for survey control.
 ET0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0672.See file dsdata.txt to determine how the superseded data were derived.
 ET0672
 ET0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC621940(NAD 83)
 ET0672_MARKER: DB = BENCH MARK DISK
 ET0672_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ET0672_SP_SET: UNSPECIFIED ROCK
 ET0672_STAMPING: 1056.494 Y 11 1927
 ET0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0672
 ET0672  HISTORY     - Date     Condition        Report By
 ET0672  HISTORY     - 1927     MONUMENTED       CGS
 ET0672  HISTORY     - 1948     GOOD             NGS
 ET0672  HISTORY     - 19870330 MARK NOT FOUND   USGS
 ET0672
 ET0672                          STATION DESCRIPTION
 ET0672
 ET0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 ET0672'61 MI SE FROM YUCCA.
 ET0672'61 MILES SOUTHEAST ALONG THE ROAD LEADING TO ALAMO CROSSING FROM THE
 ET0672'POST OFFICE AT YUCCA, MOHAVE COUNTY, ON THE NORTHWEST BANK OF WILLIAMS
 ET0672'RIVER, 0.7 MILE WEST OF THE HAND RANCH ON THE OPPOSITE SIDE OF THE
 ET0672'RIVER, 30 YARDS NORTHWEST OF THE HIGH-WATERMARK, AT THE SOUTHEAST EDGE
 ET0672'OF AN ABANDONED ROAD, ON THE SIDE OF A HILL, 40 YARDS SOUTH OF THE
 ET0672'RUINS OF AN ADOBE HOUSE, 43 YARDS NORTHEAST OF THE ROAD, 17 YARDS EAST
 ET0672'OF THE EAST BANK OF A WASH, 2 FEET WEST OF A STONE PILE, IN THE TOP OF
 ET0672'A ROCK, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 ET0672'1056.494 Y 11 1927.  NOTE-- 4/65 USGS REPORT-62.0 MILES SOUTHEAST
 ET0672'ALONG ROAD LEADING TO ALAMO CROSSING.
 ET0672
 ET0672                          STATION RECOVERY (1987)
 ET0672
 ET0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0068 ***********************************************************************
 CH0068  DESIGNATION -  Y 110
 CH0068  PID         -  CH0068
 CH0068  STATE/COUNTY-  AZ/PIMA
 CH0068  USGS QUAD   -  LUKEVILLE (1988)
 CH0068
 CH0068                         *CURRENT SURVEY CONTROL
 CH0068  ___________________________________________________________________
 CH0068* NAD 83(1986)-  31 58 09.     (N)    112 46 35.     (W)     SCALED    
 CH0068* NAVD 88     -       525.68   (+/-2cm)    1724.7    (feet)  VERTCON   
 CH0068  ___________________________________________________________________
 CH0068  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 CH0068  VERT ORDER  -  FIRST     CLASS II (See Below)
 CH0068
 CH0068.The horizontal coordinates were scaled from a topographic map and have
 CH0068.an estimated accuracy of +/- 6 seconds.
 CH0068
 CH0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0068.The vertical order pertains to the NGVD 29 superseded value.
 CH0068
 CH0068.The geoid height was determined by GEOID03.
 CH0068
 CH0068;                    North         East    Units  Estimated Accuracy
 CH0068;SPC AZ C     -   107,770.      132,100.      MT  (+/- 180 meters Scaled)
 CH0068
 CH0068                          SUPERSEDED SURVEY CONTROL
 CH0068
 CH0068  NGVD 29 (??/??/92)  524.927  (m)         1722.20   (f) ADJ UNCH    1 2
 CH0068
 CH0068.Superseded values are not recommended for survey control.
 CH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0068.See file dsdata.txt to determine how the superseded data were derived.
 CH0068
 CH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA321383(NAD 83)
 CH0068_MARKER: DB = BENCH MARK DISK
 CH0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0068_STAMPING: Y 110 1935
 CH0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0068+STABILITY: SURFACE MOTION
 CH0068
 CH0068  HISTORY     - Date     Condition        Report By
 CH0068  HISTORY     - 1935     MONUMENTED       CGS
 CH0068  HISTORY     - 1953     GOOD             NGS
 CH0068
 CH0068                          STATION DESCRIPTION
 CH0068
 CH0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0068'7.2 MI N FROM LUKEVILLE.
 CH0068'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0068'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 2.0 MILES
 CH0068'NORTH ALONG THE OLD SONOYTA-AJO ROAD, AT THE SOUTH END OF A TURN, AT
 CH0068'THE EAST EDGE OF A ROCKY HILL, 44 1/2 FEET WEST OF THE CENTER LINE OF
 CH0068'THE ROAD, 16 1/2 FEET WEST OF THE CENTER OF A SMALL DRAIN, 1.8 FEET
 CH0068'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 CH0068'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0615 ***********************************************************************
 ES0615  DESIGNATION -  Y 111
 ES0615  PID         -  ES0615
 ES0615  STATE/COUNTY-  AZ/YAVAPAI
 ES0615  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0615
 ES0615                         *CURRENT SURVEY CONTROL
 ES0615  ___________________________________________________________________
 ES0615* NAD 83(1986)-  34 35 53.     (N)    111 56 47.     (W)     SCALED    
 ES0615* NAVD 88     -      1088.36   (+/-2cm)    3570.7    (feet)  VERTCON   
 ES0615  ___________________________________________________________________
 ES0615  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ES0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0615
 ES0615.The horizontal coordinates were scaled from a topographic map and have
 ES0615.an estimated accuracy of +/- 6 seconds.
 ES0615
 ES0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0615.The vertical order pertains to the NGVD 29 superseded value.
 ES0615
 ES0615.The geoid height was determined by GEOID03.
 ES0615
 ES0615;                    North         East    Units  Estimated Accuracy
 ES0615;SPC AZ C     -   398,990.      210,630.      MT  (+/- 180 meters Scaled)
 ES0615
 ES0615                          SUPERSEDED SURVEY CONTROL
 ES0615
 ES0615  NGVD 29 (??/??/92) 1087.600  (m)         3568.23   (f) ADJ UNCH    2 0
 ES0615
 ES0615.Superseded values are not recommended for survey control.
 ES0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0615.See file dsdata.txt to determine how the superseded data were derived.
 ES0615
 ES0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD132288(NAD 83)
 ES0615_MARKER: DB = BENCH MARK DISK
 ES0615_SETTING: 66 = SET IN ROCK OUTCROP
 ES0615_SP_SET: RIDGE
 ES0615_STAMPING: Y 111 1935
 ES0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0615+STABILITY: POSITION/ELEVATION WELL
 ES0615
 ES0615  HISTORY     - Date     Condition        Report By
 ES0615  HISTORY     - 1935     MONUMENTED       CGS
 ES0615
 ES0615                          STATION DESCRIPTION
 ES0615
 ES0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0615'7.4 MI NW FROM CAMP VERDE.
 ES0615'5.2 MILES NORTHWEST ALONG A COUNTY ROAD FROM CAMP VERDE, THENCE 2.2
 ES0615'MILES WEST ALONG ANOTHER COUNTY ROAD. AT THE TOP OF A RIDGE AFTER THE
 ES0615'ROAD CROSSES A DRY WASH, 85 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0796 ***********************************************************************
 CG0796  DESIGNATION -  Y 112
 CG0796  PID         -  CG0796
 CG0796  STATE/COUNTY-  AZ/PIMA
 CG0796  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0796
 CG0796                         *CURRENT SURVEY CONTROL
 CG0796  ___________________________________________________________________
 CG0796* NAD 83(1986)-  31 49 53.     (N)    111 35 59.     (W)     SCALED    
 CG0796* NAVD 88     -      1101.20   (+/-2cm)    3612.9    (feet)  VERTCON   
 CG0796  ___________________________________________________________________
 CG0796  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CG0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0796
 CG0796.The horizontal coordinates were scaled from a topographic map and have
 CG0796.an estimated accuracy of +/- 6 seconds.
 CG0796
 CG0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0796.The vertical order pertains to the NGVD 29 superseded value.
 CG0796
 CG0796.The geoid height was determined by GEOID03.
 CG0796
 CG0796;                    North         East    Units  Estimated Accuracy
 CG0796;SPC AZ C     -    92,220.      243,360.      MT  (+/- 180 meters Scaled)
 CG0796
 CG0796                          SUPERSEDED SURVEY CONTROL
 CG0796
 CG0796  NGVD 29 (??/??/92) 1100.358  (m)         3610.09   (f) ADJ UNCH    2 0
 CG0796
 CG0796.Superseded values are not recommended for survey control.
 CG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0796.See file dsdata.txt to determine how the superseded data were derived.
 CG0796
 CG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA432219(NAD 83)
 CG0796_MARKER: DB = BENCH MARK DISK
 CG0796_SETTING: 80 = SET IN A BOULDER
 CG0796_SP_SET: BOULDER
 CG0796_STAMPING: Y 112 1935
 CG0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0796+STABILITY: SURFACE MOTION
 CG0796
 CG0796  HISTORY     - Date     Condition        Report By
 CG0796  HISTORY     - 1935     MONUMENTED       CGS
 CG0796  HISTORY     - 1952     GOOD             NGS
 CG0796
 CG0796                          STATION DESCRIPTION
 CG0796
 CG0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0796'15.8 MI E FROM TOPAWA.
 CG0796'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0796'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD,
 CG0796'THENCE 2.8 MILES EAST ALONG THE FRESNAL CANYON ROAD, THENCE 1.3 MILES
 CG0796'EAST ALONG THE FRESNAL CANYON TRAIL, ABOUT 0.6 MILE EAST OF A WINDMILL
 CG0796'AND WATER TANK, SET IN THE TOP OF 3 BY 3 FOOT CONGLOMERATE BOULDER
 CG0796'PROJECTING 1 1/2 FEET, ABOUT 300 FEET NORTHEAST OF A POINT WHERE A
 CG0796'WASH RUNS INTO THE CANYON, ABOUT 100 FEET SOUTHEAST OF THE END OF THE
 CG0796'OLD ABANDONED TRUCK ROAD, 91 FEET NORTHEAST OF THE CENTER OF THE WASH
 CG0796'AND TRAIL, AND 4.6 FEET SOUTHEAST OF A UNITED STATES GEOLOGICAL SURVEY
 CG0796'METAL TAG ON A STAKE STAMPED 3610.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0817 ***********************************************************************
 CG0817  DESIGNATION -  Y 113
 CG0817  PID         -  CG0817
 CG0817  STATE/COUNTY-  AZ/PIMA
 CG0817  USGS QUAD   -  SASABE (1982)
 CG0817
 CG0817                         *CURRENT SURVEY CONTROL
 CG0817  ___________________________________________________________________
 CG0817* NAD 83(1986)-  31 29 24.     (N)    111 32 31.     (W)     SCALED    
 CG0817* NAVD 88     -      1087.64   (+/-2cm)    3568.4    (feet)  VERTCON   
 CG0817  ___________________________________________________________________
 CG0817  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CG0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0817
 CG0817.The horizontal coordinates were scaled from a topographic map and have
 CG0817.an estimated accuracy of +/- 6 seconds.
 CG0817
 CG0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0817.The vertical order pertains to the NGVD 29 superseded value.
 CG0817
 CG0817.The geoid height was determined by GEOID03.
 CG0817
 CG0817;                    North         East    Units  Estimated Accuracy
 CG0817;SPC AZ C     -    54,380.      248,960.      MT  (+/- 180 meters Scaled)
 CG0817
 CG0817                          SUPERSEDED SURVEY CONTROL
 CG0817
 CG0817  NGVD 29 (??/??/92) 1086.83   (m)         3565.7    (f) COMPUTED    2 0
 CG0817
 CG0817.Superseded values are not recommended for survey control.
 CG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0817.See file dsdata.txt to determine how the superseded data were derived.
 CG0817
 CG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV485840(NAD 83)
 CG0817_MARKER: DB = BENCH MARK DISK
 CG0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0817_STAMPING: Y 113 1935
 CG0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0817+STABILITY: SURFACE MOTION
 CG0817
 CG0817  HISTORY     - Date     Condition        Report By
 CG0817  HISTORY     - 1935     MONUMENTED       CGS
 CG0817  HISTORY     - 1951     GOOD             NGS
 CG0817  HISTORY     - 20010331 GOOD             NGS
 CG0817
 CG0817                          STATION DESCRIPTION
 CG0817
 CG0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0817'IN SASABE.
 CG0817'AT THE SCHOOL HOUSE ON THE NORTH SIDE OF SASABE, 49.3 FEET NORTHWEST
 CG0817'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 42.1 FEET NORTHWEST OF
 CG0817'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE FLAG POLE, AND
 CG0817'ABOUT LEVEL WITH THE SIDEWALK TO THE FLAGPOLE, AND SET IN THE TOP OF A
 CG0817'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0817
 CG0817                          STATION RECOVERY (2001)
 CG0817
 CG0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0817'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0508 ***********************************************************************
 CG0508  DESIGNATION -  Y 115
 CG0508  PID         -  CG0508
 CG0508  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0508  USGS QUAD   -  SAUCITO MTN (1981)
 CG0508
 CG0508                         *CURRENT SURVEY CONTROL
 CG0508  ___________________________________________________________________
 CG0508* NAD 83(1986)-  31 43 08.     (N)    111 08 58.     (W)     SCALED    
 CG0508* NAVD 88     -      1008.99   (+/-2cm)    3310.3    (feet)  VERTCON   
 CG0508  ___________________________________________________________________
 CG0508  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CG0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0508
 CG0508.The horizontal coordinates were scaled from a topographic map and have
 CG0508.an estimated accuracy of +/- 6 seconds.
 CG0508
 CG0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0508.The vertical order pertains to the NGVD 29 superseded value.
 CG0508
 CG0508.The geoid height was determined by GEOID03.
 CG0508
 CG0508;                    North         East    Units  Estimated Accuracy
 CG0508;SPC AZ C     -    79,960.      286,070.      MT  (+/- 180 meters Scaled)
 CG0508
 CG0508                          SUPERSEDED SURVEY CONTROL
 CG0508
 CG0508  NGVD 29 (??/??/92) 1008.187  (m)         3307.69   (f) ADJ UNCH    2 0
 CG0508
 CG0508.Superseded values are not recommended for survey control.
 CG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0508.See file dsdata.txt to determine how the superseded data were derived.
 CG0508
 CG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA858092(NAD 83)
 CG0508_MARKER: DB = BENCH MARK DISK
 CG0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0508_STAMPING: Y 115 1935
 CG0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0508+STABILITY: SURFACE MOTION
 CG0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0508+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CG0508
 CG0508  HISTORY     - Date     Condition        Report By
 CG0508  HISTORY     - 1935     MONUMENTED       CGS
 CG0508  HISTORY     - 1952     GOOD             NGS
 CG0508  HISTORY     - 1976     GOOD             USGS
 CG0508  HISTORY     - 20050712 GOOD             GEOCAC
 CG0508
 CG0508                          STATION DESCRIPTION
 CG0508
 CG0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0508'5.5 MI SW FROM ARIVACA JUNCTION.
 CG0508'5.5 MILES SOUTHWEST ALONG THE ARIVACA ROAD FROM THE JUNCTION WITH
 CG0508'HIGHWAY 89 AT ARIVACA JUNCTION, AT A JUNCTION OF THE BATAMONTE RANCH
 CG0508'ROAD, 54 FEET WEST OF A CATTLEGUARD, 146 FEET NORTHWEST OF THE ARIVACA
 CG0508'ROAD CENTERLINE, 36 FEET SOUTHWEST OF THE BATAMONTE RANCH ROAD
 CG0508'CENTERLINE, IN A CONCRETE POST PROJECTING 0.6 FOOT, AND ABOUT LEVEL
 CG0508'WITH THE ROAD.
 CG0508
 CG0508                          STATION RECOVERY (1976)
 CG0508
 CG0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0508'5.5 MI SW. ALONG ARIVACA RD. FROM POST OFFICE AT ARIVACA JCT. AT JCT.
 CG0508'OF BATAMONTE RANCH RD., 56 FT W. OF CATTLEGUARD, 52 FT NNW. OF
 CG0508'ARIVACA RD. CENTERLINE, 35 FT SW. OF BATAMONTE RANCH RD. CENTERLINE.
 CG0508'IN CONCRETE POST PROJECTING 0.6 FT. BRONZE DISK STAMPED Y 115 1935.
 CG0508
 CG0508                          STATION RECOVERY (2005)
 CG0508
 CG0508'RECOVERY NOTE BY GEOCACHING 2005 (DJH)
 CG0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0555 ***********************************************************************
 FS0555  DESIGNATION -  Y 116
 FS0555  PID         -  FS0555
 FS0555  STATE/COUNTY-  AZ/MOHAVE
 FS0555  USGS QUAD   -  CERBAT (1968)
 FS0555
 FS0555                         *CURRENT SURVEY CONTROL
 FS0555  ___________________________________________________________________
 FS0555* NAD 83(1986)-  35 15 41.     (N)    114 09 34.     (W)     SCALED    
 FS0555* NAVD 88     -      1004.137  (meters)    3294.41   (feet)  ADJUSTED  
 FS0555  ___________________________________________________________________
 FS0555  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS0555  DYNAMIC HT  -        1002.970 (meters)    3290.58  (feet)  COMP
 FS0555  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 FS0555
 FS0555  VERT ORDER  -  FIRST     CLASS II
 FS0555
 FS0555.The horizontal coordinates were scaled from a topographic map and have
 FS0555.an estimated accuracy of +/- 6 seconds.
 FS0555
 FS0555.The orthometric height was determined by differential leveling
 FS0555.and adjusted in June 1991.
 FS0555
 FS0555.The geoid height was determined by GEOID03.
 FS0555
 FS0555.The dynamic height is computed by dividing the NAVD 88
 FS0555.geopotential number by the normal gravity value computed on the
 FS0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0555.degrees latitude (g = 980.6199 gals.).
 FS0555
 FS0555.The modeled gravity was interpolated from observed gravity values.
 FS0555
 FS0555;                    North         East    Units  Estimated Accuracy
 FS0555;SPC AZ W     -   472,660.      176,100.      MT  (+/- 180 meters Scaled)
 FS0555
 FS0555                          SUPERSEDED SURVEY CONTROL
 FS0555
 FS0555  NGVD 29 (??/??/92) 1003.340  (m)         3291.79   (f) ADJ UNCH    1 2
 FS0555
 FS0555.Superseded values are not recommended for survey control.
 FS0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0555.See file dsdata.txt to determine how the superseded data were derived.
 FS0555
 FS0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV584057(NAD 83)
 FS0555_MARKER: DB = BENCH MARK DISK
 FS0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0555_STAMPING: Y 116 1935
 FS0555_MARK LOGO: CGS   
 FS0555_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0555+STABILITY: SURFACE MOTION
 FS0555
 FS0555  HISTORY     - Date     Condition        Report By
 FS0555  HISTORY     - 1935     MONUMENTED       CGS
 FS0555  HISTORY     - 1940     GOOD             NGS
 FS0555  HISTORY     - 1982     GOOD             NGS
 FS0555
 FS0555                          STATION DESCRIPTION
 FS0555
 FS0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0555'9.1 MI NW FROM KINGMAN.
 FS0555'9.1 MILES NORTHWEST ALONG THE OLD CHLORIDE ROAD FROM THE ATCHISON,
 FS0555'TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN, 0.2 MILE NORTH
 FS0555'OF THE INTERSECTION OF U.S. HIGHWAY 93, AND 500 FEET EAST OF
 FS0555'THE CENTERLINE OF THE HIGHWAY, 260 FEET SOUTH OF A WASH, 160
 FS0555'FEET NORTH OF A DEEP DIP, 70 FEET WEST OF THE CENTERLINE OF THE
 FS0555'OLD ROAD, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 FS0555'STANDARD DISK, STAMPED Y 116 1935 AND SET IN THE TOP OF A CONCRETE
 FS0555'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FS0555
 FS0555                          STATION RECOVERY (1982)
 FS0555
 FS0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0555'16.6 KM (10.3 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 FS0555'IN CHLORIDE, 12.6 KM (7.8 MI) NORTHWEST OF KINGMAN, 304 METERS (500
 FS0555'FT) NORTHEAST OF AND ACROSS COUNTRY FROM THE CENTERLINE OF US HIGHWAY
 FS0555'93, 155 METERS (260 FT) SOUTH OF THIRTEENMILE WASH, 48.7 METERS (160
 FS0555'FT) NORTHWEST OF A DEEP DIP IN THE OLD HIGHWAY, 21.3 METERS (70 FT)
 FS0555'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, ABOUT 20 FEET ABOVE US
 FS0555'HIGHWAY 93.
 FS0555'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FS0555'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0611 ***********************************************************************
 CG0611  DESIGNATION -  Y 117
 CG0611  PID         -  CG0611
 CG0611  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0611  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0611
 CG0611                         *CURRENT SURVEY CONTROL
 CG0611  ___________________________________________________________________
 CG0611* NAD 83(1986)-  31 23 20.     (N)    111 07 14.     (W)     SCALED    
 CG0611* NAVD 88     -      1277.75   (+/-2cm)    4192.1    (feet)  VERTCON   
 CG0611  ___________________________________________________________________
 CG0611  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CG0611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0611
 CG0611.The horizontal coordinates were scaled from a topographic map and have
 CG0611.an estimated accuracy of +/- 6 seconds.
 CG0611
 CG0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0611.The vertical order pertains to the NGVD 29 superseded value.
 CG0611
 CG0611.The geoid height was determined by GEOID03.
 CG0611
 CG0611;                    North         East    Units  Estimated Accuracy
 CG0611;SPC AZ C     -    43,390.      289,080.      MT  (+/- 180 meters Scaled)
 CG0611
 CG0611                          SUPERSEDED SURVEY CONTROL
 CG0611
 CG0611  NGVD 29 (??/??/92) 1276.851  (m)         4189.14   (f) ADJ UNCH    2 0
 CG0611
 CG0611.Superseded values are not recommended for survey control.
 CG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0611.See file dsdata.txt to determine how the superseded data were derived.
 CG0611
 CG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV885727(NAD 83)
 CG0611_MARKER: DB = BENCH MARK DISK
 CG0611_SETTING: 66 = SET IN ROCK OUTCROP
 CG0611_SP_SET: GRANITE OUTCROP
 CG0611_STAMPING: Y 117 1935
 CG0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0611+STABILITY: POSITION/ELEVATION WELL
 CG0611
 CG0611  HISTORY     - Date     Condition        Report By
 CG0611  HISTORY     - 1935     MONUMENTED       CGS
 CG0611
 CG0611                          STATION DESCRIPTION
 CG0611
 CG0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CG0611'11.8 MI SE FROM RUBY.
 CG0611'11.8 MILES SOUTHEAST ALONG THE NOGALES ROAD FROM RUBY, SANTA CRUZ
 CG0611'COUNTY, 1.6 MILES SOUTHEAST OF THE JUNCTION OF SUMMIT MOTORWAY LEADING
 CG0611'WEST, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 CG0611'GRANITE OUTCROP, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 CG0611'STAMPED Y 117 1935.  NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE
 CG0611'SOUTHERN PACIFIC CO. RAILROAD STATION AT NOGALES BY GOING 7.3 MILES
 CG0611'NORTH ALONG THE RAILROAD, THENCE 12.7 MILES WEST ALONG THE RUBY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0562 ***********************************************************************
 FS0562  DESIGNATION -  Y 119
 FS0562  PID         -  FS0562
 FS0562  STATE/COUNTY-  AZ/MOHAVE
 FS0562  USGS QUAD   -  KINGMAN (1980)
 FS0562
 FS0562                         *CURRENT SURVEY CONTROL
 FS0562  ___________________________________________________________________
 FS0562* NAD 83(1986)-  35 12 33.     (N)    114 06 15.     (W)     SCALED    
 FS0562* NAVD 88     -      1153.835  (meters)    3785.54   (feet)  POSTED    
 FS0562  ___________________________________________________________________
 FS0562  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS0562  DYNAMIC HT  -        1152.470 (meters)    3781.06  (feet)  COMP
 FS0562  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FS0562
 FS0562  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0562
 FS0562.The horizontal coordinates were scaled from a topographic map and have
 FS0562.an estimated accuracy of +/- 6 seconds.
 FS0562
 FS0562.The orthometric height was determined by differential leveling
 FS0562.and adjusted by the  in 1992.
 FS0562.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0562.rate of 3.1 thru 4.0 mm/km.
 FS0562
 FS0562.The geoid height was determined by GEOID03.
 FS0562
 FS0562.The dynamic height is computed by dividing the NAVD 88
 FS0562.geopotential number by the normal gravity value computed on the
 FS0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0562.degrees latitude (g = 980.6199 gals.).
 FS0562
 FS0562.The modeled gravity was interpolated from observed gravity values.
 FS0562
 FS0562;                    North         East    Units  Estimated Accuracy
 FS0562;SPC AZ W     -   466,850.      181,110.      MT  (+/- 180 meters Scaled)
 FS0562
 FS0562                          SUPERSEDED SURVEY CONTROL
 FS0562
 FS0562  NGVD 29 (??/??/92) 1153.04   (m)         3782.9    (f) COMPUTED    1 2
 FS0562
 FS0562.Superseded values are not recommended for survey control.
 FS0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0562.See file dsdata.txt to determine how the superseded data were derived.
 FS0562
 FS0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV636000(NAD 83)
 FS0562_MARKER: DB = BENCH MARK DISK
 FS0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0562_STAMPING: Y 119 1935
 FS0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0562+STABILITY: SURFACE MOTION
 FS0562
 FS0562  HISTORY     - Date     Condition        Report By
 FS0562  HISTORY     - 1935     MONUMENTED       CGS
 FS0562  HISTORY     - 1940     GOOD             NGS
 FS0562  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0562
 FS0562                          STATION DESCRIPTION
 FS0562
 FS0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0562'3.4 MI NW FROM KINGMAN.
 FS0562'1.3 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE ATCHISON, TOPEKA
 FS0562'AND SANTA FE RAILWAY STATION AT KINGMAN, THENCE 2.1 MILES NORTHWEST
 FS0562'ALONG THE OLD CHLORIDE ROAD, 0.2 MILE NORTH OF A BRIDGE, ON
 FS0562'A SUMMIT AT THE OUTSIDE OF A CURVE, AND 136 FEET WEST OF THE
 FS0562'CENTERLINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED Y 119
 FS0562'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 FS0562'MARK WAS SEARCHED FOR BUT NOT RECOVERED IN NOVEMBER 1940.
 FS0562
 FS0562                          STATION RECOVERY (1982)
 FS0562
 FS0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0562'NOT RECOVERED ON THIS DATE OR 1940.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0973 ***********************************************************************
 DV0973  DESIGNATION -  Y 12
 DV0973  PID         -  DV0973
 DV0973  STATE/COUNTY-  AZ/LA PAZ
 DV0973  USGS QUAD   -  WELDON HILL (1990)
 DV0973
 DV0973                         *CURRENT SURVEY CONTROL
 DV0973  ___________________________________________________________________
 DV0973* NAD 83(1992)-  33 37 33.14307(N)    113 20 01.52847(W)     ADJUSTED  
 DV0973* NAVD 88     -       452.798  (meters)    1485.55   (feet)  ADJUSTED  
 DV0973  ___________________________________________________________________
 DV0973  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DV0973  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV0973  DYNAMIC HT  -         452.264 (meters)    1483.80  (feet)  COMP
 DV0973  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 DV0973
 DV0973  HORZ ORDER  -  SECOND
 DV0973  VERT ORDER  -  FIRST     CLASS II
 DV0973
 DV0973.The horizontal coordinates were established by classical geodetic methods
 DV0973.and adjusted by the National Geodetic Survey in August 1993.
 DV0973
 DV0973.The orthometric height was determined by differential leveling
 DV0973.and adjusted in June 1991.
 DV0973
 DV0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0973
 DV0973.The geoid height was determined by GEOID03.
 DV0973
 DV0973.The dynamic height is computed by dividing the NAVD 88
 DV0973.geopotential number by the normal gravity value computed on the
 DV0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0973.degrees latitude (g = 980.6199 gals.).
 DV0973
 DV0973.The modeled gravity was interpolated from observed gravity values.
 DV0973
 DV0973;                    North         East     Units Scale Factor Converg.
 DV0973;SPC AZ W     -   291,247.601   251,979.759   MT  0.99995171   +0 13 49.8
 DV0973;SPC AZ W     -   955,536.75    826,705.25   iFT  0.99995171   +0 13 49.8
 DV0973;SPC AZ C     -   292,060.721    81,879.100   MT  1.00011306   -0 47 05.5
 DV0973;SPC AZ C     -   958,204.47    268,632.22   iFT  1.00011306   -0 47 05.5
 DV0973;UTM  12      - 3,723,117.066   283,518.951   MT  1.00017779   -1 17 34.3
 DV0973
 DV0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0973!SPC AZ W     -   0.99993378  x   0.99995171  =   0.99988550
 DV0973!SPC AZ C     -   0.99993378  x   1.00011306  =   1.00004684
 DV0973!UTM  12      -   0.99993378  x   1.00017779  =   1.00011156
 DV0973
 DV0973                          SUPERSEDED SURVEY CONTROL
 DV0973
 DV0973  NAD 83(1986)-  33 37 33.13618(N)    113 20 01.53603(W) AD(       ) 2
 DV0973  NAD 27      -  33 37 33.01200(N)    113 19 58.83000(W) AD(       ) 2
 DV0973  NGVD 29 (??/??/92)  452.084  (m)         1483.21   (f) ADJ UNCH    1 2
 DV0973
 DV0973.Superseded values are not recommended for survey control.
 DV0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0973.See file dsdata.txt to determine how the superseded data were derived.
 DV0973
 DV0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8351923117(NAD 83)
 DV0973_MARKER: DB = BENCH MARK DISK
 DV0973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0973_SP_SET: CONCRETE BASE
 DV0973_STAMPING: 1483.212 Y 12 1927
 DV0973_MARK LOGO: CGS   
 DV0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0973
 DV0973  HISTORY     - Date     Condition        Report By
 DV0973  HISTORY     - 1948     MONUMENTED       CGS
 DV0973  HISTORY     - 1948     GOOD             NGS
 DV0973  HISTORY     - 1981     GOOD             NGS
 DV0973
 DV0973                          STATION DESCRIPTION
 DV0973
 DV0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0973'THE STATION MARK IS A U.S.C. AND G. SURVEY BENCH MARK,
 DV0973'IS LOCATED ON THE TOP OF THE YUMA-MARICOPA COUNTY BOUNDARY
 DV0973'MONUMENT, 39 FEET NORTHEAST OF AND ABOUT 2 FEET HIGHER THAN
 DV0973'THE CENTER LINE OF ROAD, PROJECTS APPROXIMATELY 2 FEET AND
 DV0973'IS STAMPED, 1483.212 Y 12 1927.
 DV0973'
 DV0973'TO REACH STATION YUCOPIA FROM THE SHELL SERVICE STATION AT THE EAST
 DV0973'END OF SALOME.  GO SOUTHEAST TOWARD HASSAYAMPA FOR 0.3 MILE TO
 DV0973'A CATTLE GUARD AND FORK.  TAKE THE LEFT FORK, THE MAIN TRAVELED
 DV0973'ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.4
 DV0973'MILE TO THE YUMA-MARICOPA COUNTY LINE AND STATION YUCOPIA ON THE
 DV0973'LEFT (E) SIDE OF ROAD AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV0973
 DV0973                          STATION RECOVERY (1948)
 DV0973
 DV0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0973'19.6 MI SE FROM SALOME.
 DV0973'19.6 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD FROM THE JUNCTION OF
 DV0973'U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, AT THE YUMA-MARICOPA COUNTY
 DV0973'LINE WHERE A PYRAMIDAL CONCRETE MONUMENT ABOUT 2-1/2 FEET HIGH
 DV0973'SUPPORTS A SECTION OF 4-INCH GALVANIZED-IRON PIPE EXTENDING 5 FEET
 DV0973'ABOVE THE CONCRETE POST, IN THE TOP OF THE CONCRETE BASE OF THE
 DV0973'COUNTY-LINE MARKER, NEAR THE SOUTH EDGE OF A SMALL WASH, AND 39 FEET
 DV0973'NORTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 DV0973'1483.212 Y 12 1927.  NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE
 DV0973'SHELL SERVICE STATION IN THE EAST EDGE OF SALOME BY GOING 0.3 MILE
 DV0973'SOUTHEAST ALONG THE HASSAYAMPA ROAD TO A CATTLE GUARD AND A ROAD FORK,
 DV0973'TAKE THE LEFT FORK AND FOLLOW THE MAIN-TRAVELED ROAD TO THE
 DV0973'YUMA-MARICOPA COUNTY LINE.
 DV0973
 DV0973                          STATION RECOVERY (1981)
 DV0973
 DV0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0973'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0973'AT TONOPAH, THENCE 30.4 KM (18.9 MI ) NORTHWEST ALONG SALOME ROAD,
 DV0973'IN TOP OF THE NORTHEAST CORNER OF THE MARICOPA-YUMA COUNTY LINE
 DV0973'PYRAMIDAL CONCRETE MOUNMENT, 32 KM (19.9 MI) SOUTHEAST OF THE JUNCTION
 DV0973'OF US HIGHWAY 60 AT SALOME, 10.7 METERS (35 FT) NORTHEAST OF THE
 DV0973'CENTERLINE OF THE ROAD, 59.4 METERS (194.8 FT) SOUTH-SOUTHEAST OF
 DV0973'STATION YUCOPIA, 68.8 METERS (225.5 FT) SOUTH OF YUCOPIA RM 1, THIS
 DV0973'MARK IS USED AS YUCOPIA RM 2.
 DV0973'THE MARK IS 1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0351 ***********************************************************************
 FS0351  DESIGNATION -  Y 121
 FS0351  PID         -  FS0351
 FS0351  STATE/COUNTY-  AZ/MOHAVE
 FS0351  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0351
 FS0351                         *CURRENT SURVEY CONTROL
 FS0351  ___________________________________________________________________
 FS0351* NAD 83(1986)-  35 31 00.     (N)    114 20 45.     (W)     SCALED    
 FS0351* NAVD 88     -       918.808  (meters)    3014.46   (feet)  ADJUSTED  
 FS0351  ___________________________________________________________________
 FS0351  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0351  DYNAMIC HT  -         917.754 (meters)    3011.00  (feet)  COMP
 FS0351  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 FS0351  OBS GRAVITY -     979,454.5   (mgal)                       GRAV_OBS
 FS0351
 FS0351  VERT ORDER  -  FIRST     CLASS I
 FS0351
 FS0351.The horizontal coordinates were scaled from a topographic map and have
 FS0351.an estimated accuracy of +/- 6 seconds.
 FS0351
 FS0351.The orthometric height was determined by differential leveling
 FS0351.and adjusted in June 1991.
 FS0351
 FS0351.The geoid height was determined by GEOID03.
 FS0351
 FS0351.The dynamic height is computed by dividing the NAVD 88
 FS0351.geopotential number by the normal gravity value computed on the
 FS0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0351.degrees latitude (g = 980.6199 gals.).
 FS0351
 FS0351.The modeled gravity was interpolated from observed gravity values.
 FS0351.The observed gravity was obtained from relative gravimeter ties
 FS0351.to the IGSN71 gravity network.
 FS0351
 FS0351;                    North         East    Units  Estimated Accuracy
 FS0351;SPC AZ W     -   501,070.      159,320.      MT  (+/- 180 meters Scaled)
 FS0351
 FS0351                          SUPERSEDED SURVEY CONTROL
 FS0351
 FS0351  NGVD 29 (??/??/92)  918.027  (m)         3011.89   (f) ADJ UNCH    1 1
 FS0351
 FS0351.Superseded values are not recommended for survey control.
 FS0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0351.See file dsdata.txt to determine how the superseded data were derived.
 FS0351
 FS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV406335(NAD 83)
 FS0351_MARKER: DB = BENCH MARK DISK
 FS0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0351_STAMPING: Y 121 1935
 FS0351_MARK LOGO: CGS   
 FS0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0351+STABILITY: SURFACE MOTION
 FS0351
 FS0351  HISTORY     - Date     Condition        Report By
 FS0351  HISTORY     - 1935     MONUMENTED       CGS
 FS0351  HISTORY     - 1949     GOOD             NGS
 FS0351  HISTORY     - 1982     GOOD             NGS
 FS0351
 FS0351                          STATION DESCRIPTION
 FS0351
 FS0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0351'9.7 MI NW FROM GRASSHOPPER JUNCTION.
 FS0351'9.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0351'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 220.8 FEET SOUTH OF
 FS0351'B.M. 637+00 (AHD), 64.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0351'HIGHWAY, 39 1/2 FEET SOUTH OF THE SOUTHEAST END OF A WIRE GATE,
 FS0351'12.9 FEET SOUTHWEST OF A FENCE, 2.0 FEET NORTHEAST OF A WITNESS
 FS0351'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 FS0351'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0351
 FS0351                          STATION RECOVERY (1982)
 FS0351
 FS0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0351'RECOVERED IN GOOD CONDITION. ADD--62 METERS (204 FT) NORTHWEST OF THE
 FS0351'CENTERLINE OF A DRIVEWAY LEADING SOUTHWEST TO A WHITE FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0718 ***********************************************************************
 CG0718  DESIGNATION -  Y 122
 CG0718  PID         -  CG0718
 CG0718  STATE/COUNTY-  AZ/PIMA
 CG0718  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0718
 CG0718                         *CURRENT SURVEY CONTROL
 CG0718  ___________________________________________________________________
 CG0718* NAD 83(1986)-  31 33 27.     (N)    111 34 12.     (W)     SCALED    
 CG0718* NAVD 88     -      1122.31   (+/-2cm)    3682.1    (feet)  VERTCON   
 CG0718  ___________________________________________________________________
 CG0718  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CG0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0718
 CG0718.The horizontal coordinates were scaled from a topographic map and have
 CG0718.an estimated accuracy of +/- 6 seconds.
 CG0718
 CG0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0718.The vertical order pertains to the NGVD 29 superseded value.
 CG0718
 CG0718.The geoid height was determined by GEOID03.
 CG0718
 CG0718;                    North         East    Units  Estimated Accuracy
 CG0718;SPC AZ C     -    61,860.      246,270.      MT  (+/- 180 meters Scaled)
 CG0718
 CG0718                          SUPERSEDED SURVEY CONTROL
 CG0718
 CG0718  NGVD 29 (??/??/92) 1121.509  (m)         3679.48   (f) ADJ UNCH    2 0
 CG0718
 CG0718.Superseded values are not recommended for survey control.
 CG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0718.See file dsdata.txt to determine how the superseded data were derived.
 CG0718
 CG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV459915(NAD 83)
 CG0718_MARKER: DB = BENCH MARK DISK
 CG0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0718_STAMPING: Y 122 1935
 CG0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0718+STABILITY: SURFACE MOTION
 CG0718
 CG0718  HISTORY     - Date     Condition        Report By
 CG0718  HISTORY     - 1935     MONUMENTED       CGS
 CG0718  HISTORY     - 1951     GOOD             NGS
 CG0718  HISTORY     - 1975     GOOD             USGS
 CG0718
 CG0718                          STATION DESCRIPTION
 CG0718
 CG0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0718'7 MI N FROM SASABE.
 CG0718'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0718'SASABE, THENCE 2 MILES WEST ALONG A DIRT ROAD, AT A POINT WHERE THE
 CG0718'ROAD DECLINES TO A LOW FLAT WITH THICK MESQUITE TREES, 85 FEET EAST OF
 CG0718'THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST, ABOUT 3
 CG0718'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CG0718'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0718
 CG0718                          STATION RECOVERY (1975)
 CG0718
 CG0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0718'SASABE, 3.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO X-RDS.,
 CG0718'THENCE 1.0 MI W. ALONG RD. TO SIERRA VISTA RANCH, THENCE 0.65 MI N.
 CG0718'ALONG DIRT RD., THENCE 1.1 MI W. CROSS-COUNTRY TO LOW FLAT. SET IN
 CG0718'TOP OF CONCRETE POST PROJECTING 0.8 FT ABOVE GROUND. STANDARD DISK
 CG0718'STAMPED Y 122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0577 ***********************************************************************
 FS0577  DESIGNATION -  Y 124
 FS0577  PID         -  FS0577
 FS0577  STATE/COUNTY-  AZ/MOHAVE
 FS0577  USGS QUAD   -  KINGMAN (1980)
 FS0577
 FS0577                         *CURRENT SURVEY CONTROL
 FS0577  ___________________________________________________________________
 FS0577* NAD 83(1986)-  35 12 54.     (N)    114 00 35.     (W)     SCALED    
 FS0577* NAVD 88     -      1062.406  (meters)    3485.58   (feet)  ADJUSTED  
 FS0577  ___________________________________________________________________
 FS0577  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0577  DYNAMIC HT  -        1061.145 (meters)    3481.44  (feet)  COMP
 FS0577  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 FS0577
 FS0577  VERT ORDER  -  FIRST     CLASS I
 FS0577
 FS0577.The horizontal coordinates were scaled from a topographic map and have
 FS0577.an estimated accuracy of +/- 6 seconds.
 FS0577
 FS0577.The orthometric height was determined by differential leveling
 FS0577.and adjusted in June 1991.
 FS0577
 FS0577.The geoid height was determined by GEOID03.
 FS0577
 FS0577.The dynamic height is computed by dividing the NAVD 88
 FS0577.geopotential number by the normal gravity value computed on the
 FS0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0577.degrees latitude (g = 980.6199 gals.).
 FS0577
 FS0577.The modeled gravity was interpolated from observed gravity values.
 FS0577
 FS0577;                    North         East    Units  Estimated Accuracy
 FS0577;SPC AZ W     -   467,470.      189,710.      MT  (+/- 180 meters Scaled)
 FS0577
 FS0577                          SUPERSEDED SURVEY CONTROL
 FS0577
 FS0577  NGVD 29 (??/??/92) 1061.596  (m)         3482.92   (f) ADJ UNCH    1 1
 FS0577
 FS0577.Superseded values are not recommended for survey control.
 FS0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0577.See file dsdata.txt to determine how the superseded data were derived.
 FS0577
 FS0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV721009(NAD 83)
 FS0577_MARKER: DB = BENCH MARK DISK
 FS0577_SETTING: 80 = SET IN A BOULDER
 FS0577_SP_SET: BOULDER
 FS0577_STAMPING: Y 124 1935
 FS0577_MARK LOGO: CGS   
 FS0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0577+STABILITY: SURFACE MOTION
 FS0577
 FS0577  HISTORY     - Date     Condition        Report By
 FS0577  HISTORY     - 1935     MONUMENTED       CGS
 FS0577  HISTORY     - 1955     GOOD             NGS
 FS0577  HISTORY     - 1982     GOOD             NGS
 FS0577
 FS0577                          STATION DESCRIPTION
 FS0577
 FS0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FS0577'3.7 MI NE FROM KINGMAN.
 FS0577'3.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FS0577'RAILWAY FROM THE STATION AT KINGMAN, MOHAVE COUNTY, 7-1/2 POLES
 FS0577'NORTHEAST OF MILEPOST 513, 31.5 FEET NORTHWEST OF THE CENTERLINE
 FS0577'OF THE NORTHWEST TRACK, AND IN THE EAST FACE OF A LARGE BOULDER.
 FS0577'A STANDARD DISK, STAMPED Y 124 1935 AND SET VERTICALLY.
 FS0577
 FS0577                          STATION RECOVERY (1955)
 FS0577
 FS0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0577'RECOVERED IN GOOD CONDITION.
 FS0577
 FS0577                          STATION RECOVERY (1982)
 FS0577
 FS0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0577'RECOVERED IN GOOD CONDITION.
 FS0577'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FS0577'THE MARK IS 0.7 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0449 ***********************************************************************
 FS0449  DESIGNATION -  Y 125
 FS0449  PID         -  FS0449
 FS0449  STATE/COUNTY-  AZ/MOHAVE
 FS0449  USGS QUAD   -  GARNET MTN (1989)
 FS0449
 FS0449                         *CURRENT SURVEY CONTROL
 FS0449  ___________________________________________________________________
 FS0449* NAD 83(1986)-  35 47 47.     (N)    114 07 32.     (W)     SCALED    
 FS0449* NAVD 88     -       895.489  (meters)    2937.95   (feet)  POSTED    
 FS0449  ___________________________________________________________________
 FS0449  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FS0449  DYNAMIC HT  -         894.490 (meters)    2934.67  (feet)  COMP
 FS0449  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 FS0449
 FS0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0449
 FS0449.The horizontal coordinates were scaled from a topographic map and have
 FS0449.an estimated accuracy of +/- 6 seconds.
 FS0449
 FS0449.The orthometric height was determined by differential leveling
 FS0449.and adjusted by the  in 1992.
 FS0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0449.rate of 0.0 thru 1.0 mm/km.
 FS0449
 FS0449.The geoid height was determined by GEOID03.
 FS0449
 FS0449.The dynamic height is computed by dividing the NAVD 88
 FS0449.geopotential number by the normal gravity value computed on the
 FS0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0449.degrees latitude (g = 980.6199 gals.).
 FS0449
 FS0449.The modeled gravity was interpolated from observed gravity values.
 FS0449
 FS0449;                    North         East    Units  Estimated Accuracy
 FS0449;SPC AZ W     -   532,010.      179,410.      MT  (+/- 180 meters Scaled)
 FS0449
 FS0449                          SUPERSEDED SURVEY CONTROL
 FS0449
 FS0449  NGVD 29 (??/??/92)  894.735  (m)         2935.48   (f) ADJ UNCH    1 1
 FS0449
 FS0449.Superseded values are not recommended for survey control.
 FS0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0449.See file dsdata.txt to determine how the superseded data were derived.
 FS0449
 FS0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV597651(NAD 83)
 FS0449_MARKER: DB = BENCH MARK DISK
 FS0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0449_STAMPING: Y 125 1935
 FS0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0449+STABILITY: SURFACE MOTION
 FS0449
 FS0449  HISTORY     - Date     Condition        Report By
 FS0449  HISTORY     - 1935     MONUMENTED       CGS
 FS0449  HISTORY     - 1950     GOOD             NGS
 FS0449  HISTORY     - 19870126 GOOD             USPSQD
 FS0449
 FS0449                          STATION DESCRIPTION
 FS0449
 FS0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0449'26.3 MI S FROM PIERCES FERRY.
 FS0449'13.4 MILES SOUTH ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0449'RANGER STATION AT PIERCES FERRY, THENCE 12.9 MILES SOUTH ALONG A DIRT
 FS0449'ROAD, 0.8 MILE NORTH OF THE JUNCTION OF A NORTHWEST-SOUTHEAST
 FS0449'DIRT ROAD, 97 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET
 FS0449'EAST OF THE CENTER LINE OF AN OLD ABANDONED ROAD, 2.8 FEET
 FS0449'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 FS0449'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FS0449
 FS0449                          STATION RECOVERY (1987)
 FS0449
 FS0449'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0386 ***********************************************************************
 GR0386  DESIGNATION -  Y 126
 GR0386  PID         -  GR0386
 GR0386  STATE/COUNTY-  AZ/MOHAVE
 GR0386  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0386
 GR0386                         *CURRENT SURVEY CONTROL
 GR0386  ___________________________________________________________________
 GR0386* NAD 83(1986)-  36 05 40.     (N)    114 03 24.     (W)     SCALED    
 GR0386* NAVD 88     -       748.634  (meters)    2456.14   (feet)  POSTED    
 GR0386  ___________________________________________________________________
 GR0386  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0386  DYNAMIC HT  -         747.840 (meters)    2453.54  (feet)  COMP
 GR0386  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 GR0386
 GR0386  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0386
 GR0386.The horizontal coordinates were scaled from a topographic map and have
 GR0386.an estimated accuracy of +/- 6 seconds.
 GR0386
 GR0386.The orthometric height was determined by differential leveling
 GR0386.and adjusted by the  in 1992.
 GR0386.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0386.rate of 0.0 thru 1.0 mm/km.
 GR0386
 GR0386.The geoid height was determined by GEOID03.
 GR0386
 GR0386.The dynamic height is computed by dividing the NAVD 88
 GR0386.geopotential number by the normal gravity value computed on the
 GR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0386.degrees latitude (g = 980.6199 gals.).
 GR0386
 GR0386.The modeled gravity was interpolated from observed gravity values.
 GR0386
 GR0386;                    North         East    Units  Estimated Accuracy
 GR0386;SPC AZ W     -   565,050.      185,750.      MT  (+/- 180 meters Scaled)
 GR0386
 GR0386                          SUPERSEDED SURVEY CONTROL
 GR0386
 GR0386  NGVD 29 (??/??/92)  747.923  (m)         2453.81   (f) ADJ UNCH    1 1
 GR0386
 GR0386.Superseded values are not recommended for survey control.
 GR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0386.See file dsdata.txt to determine how the superseded data were derived.
 GR0386
 GR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV649984(NAD 83)
 GR0386_MARKER: DB = BENCH MARK DISK
 GR0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0386_SP_SET: CULVERT
 GR0386_STAMPING: Y 126 1935
 GR0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0386
 GR0386  HISTORY     - Date     Condition        Report By
 GR0386  HISTORY     - 1935     MONUMENTED       CGS
 GR0386  HISTORY     - 1950     GOOD             NGS
 GR0386
 GR0386                          STATION DESCRIPTION
 GR0386
 GR0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0386'3.8 MI SW FROM PIERCES FERRY.
 GR0386'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0386'STATION AT PIERCES FERRY, THENCE 3.3 MILES SOUTHWEST ALONG AN OLD
 GR0386'ABANDONED ROAD, ABOUT 90 YARDS NORTH OF THE CENTER OF A JUNCTION OF
 GR0386'THE PARK SERVICE ROAD, IN THE TOP OF THE SOUTHEAST CORNER OF A LARGE
 GR0386'GRANITE BOULDER, 72 FEET NORTHEAST OF THE CENTER LINE OF THE PARK
 GR0386'SERVICE ROAD, 48.2 FEET NORTH OF THE NORTHWEST END OF THE NORTHEAST
 GR0386'HEAD WALL OF A 4-BY-4-FOOT CONCRETE BOX CULVERT, 27 FEET WEST OF THE
 GR0386'CENTER LINE OF THE ROAD, AND ABOUT 15 FEET LOWER THAN THE PARK SERVICE
 GR0386'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0092 ***********************************************************************
 GQ0092  DESIGNATION -  Y 127
 GQ0092  PID         -  GQ0092
 GQ0092  STATE/COUNTY-  AZ/MOHAVE
 GQ0092  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0092
 GQ0092                         *CURRENT SURVEY CONTROL
 GQ0092  ___________________________________________________________________
 GQ0092* NAD 83(1986)-  36 10 41.     (N)    113 56 05.     (W)     SCALED    
 GQ0092* NAVD 88     -       459.472  (meters)    1507.45   (feet)  POSTED    
 GQ0092  ___________________________________________________________________
 GQ0092  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GQ0092  DYNAMIC HT  -         458.980 (meters)    1505.84  (feet)  COMP
 GQ0092  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 GQ0092
 GQ0092  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0092
 GQ0092.The horizontal coordinates were scaled from a topographic map and have
 GQ0092.an estimated accuracy of +/- 6 seconds.
 GQ0092
 GQ0092.The orthometric height was determined by differential leveling
 GQ0092.and adjusted by the  in 1992.
 GQ0092.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0092.rate of 0.0 thru 1.0 mm/km.
 GQ0092
 GQ0092.The geoid height was determined by GEOID03.
 GQ0092
 GQ0092.The dynamic height is computed by dividing the NAVD 88
 GQ0092.geopotential number by the normal gravity value computed on the
 GQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0092.degrees latitude (g = 980.6199 gals.).
 GQ0092
 GQ0092.The modeled gravity was interpolated from observed gravity values.
 GQ0092
 GQ0092;                    North         East    Units  Estimated Accuracy
 GQ0092;SPC AZ W     -   574,300.      196,740.      MT  (+/- 180 meters Scaled)
 GQ0092
 GQ0092                          SUPERSEDED SURVEY CONTROL
 GQ0092
 GQ0092  NGVD 29 (??/??/92)  458.762  (m)         1505.12   (f) ADJ UNCH    1 1
 GQ0092
 GQ0092.Superseded values are not recommended for survey control.
 GQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0092.See file dsdata.txt to determine how the superseded data were derived.
 GQ0092
 GQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF360076(NAD 83)
 GQ0092_MARKER: DB = BENCH MARK DISK
 GQ0092_SETTING: 80 = SET IN A BOULDER
 GQ0092_SP_SET: BOULDER
 GQ0092_STAMPING: Y 127 1935
 GQ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0092+STABILITY: SURFACE MOTION
 GQ0092
 GQ0092  HISTORY     - Date     Condition        Report By
 GQ0092  HISTORY     - 1935     MONUMENTED       CGS
 GQ0092  HISTORY     - 1950     GOOD             NGS
 GQ0092
 GQ0092                          STATION DESCRIPTION
 GQ0092
 GQ0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0092'62.2 MI SE FROM RIVERSIDE, NV.
 GQ0092'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0092'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0092'THENCE 22.5 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0092'FERRY ROAD, IN SNAP CANYON, AT THE EAST EDGE OF THE CANYON, AT THE
 GQ0092'SOUTH EDGE OF THE MOUTH OF A RAVINE ENTERING THE CANYON, IN THE TOP OF
 GQ0092'A DOME SHAPED GRANITE BOULDER, AND ABOUT 6 FEET HIGHER THAN THE BED OF
 GQ0092'THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0414 ***********************************************************************
 FS0414  DESIGNATION -  Y 128
 FS0414  PID         -  FS0414
 FS0414  STATE/COUNTY-  AZ/MOHAVE
 FS0414  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0414
 FS0414                         *CURRENT SURVEY CONTROL
 FS0414  ___________________________________________________________________
 FS0414* NAD 83(1986)-  35 58 37.     (N)    114 08 36.     (W)     SCALED    
 FS0414* NAVD 88     -       506.531  (meters)    1661.84   (feet)  POSTED    
 FS0414  ___________________________________________________________________
 FS0414  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FS0414  DYNAMIC HT  -         506.010 (meters)    1660.13  (feet)  COMP
 FS0414  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 FS0414
 FS0414  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0414
 FS0414.The horizontal coordinates were scaled from a topographic map and have
 FS0414.an estimated accuracy of +/- 6 seconds.
 FS0414
 FS0414.The orthometric height was determined by differential leveling
 FS0414.and adjusted by the  in 1992.
 FS0414.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0414.rate of 0.0 thru 1.0 mm/km.
 FS0414
 FS0414.The geoid height was determined by GEOID03.
 FS0414
 FS0414.The dynamic height is computed by dividing the NAVD 88
 FS0414.geopotential number by the normal gravity value computed on the
 FS0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0414.degrees latitude (g = 980.6199 gals.).
 FS0414
 FS0414.The modeled gravity was interpolated from observed gravity values.
 FS0414
 FS0414;                    North         East    Units  Estimated Accuracy
 FS0414;SPC AZ W     -   552,050.      177,890.      MT  (+/- 180 meters Scaled)
 FS0414
 FS0414                          SUPERSEDED SURVEY CONTROL
 FS0414
 FS0414  NGVD 29 (??/??/92)  505.883  (m)         1659.72   (f) ADJ UNCH    1 1
 FS0414
 FS0414.Superseded values are not recommended for survey control.
 FS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0414.See file dsdata.txt to determine how the superseded data were derived.
 FS0414
 FS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV575851(NAD 83)
 FS0414_MARKER: DB = BENCH MARK DISK
 FS0414_SETTING: 66 = SET IN ROCK OUTCROP
 FS0414_SP_SET: ROCK OUTCROP
 FS0414_STAMPING: Y 128 1935
 FS0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0414+STABILITY: POSITION/ELEVATION WELL
 FS0414
 FS0414  HISTORY     - Date     Condition        Report By
 FS0414  HISTORY     - 1935     MONUMENTED       CGS
 FS0414  HISTORY     - 1956     GOOD             NGS
 FS0414  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0414
 FS0414                          STATION DESCRIPTION
 FS0414
 FS0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FS0414'3.4 MI S FROM MOUTH OF HUALPAI WASH.
 FS0414'3.4 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF
 FS0414'HUALPAI WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 200 FEET
 FS0414'NORTHEAST OF AND ACROSS HUALPAI WASH FROM A SIGN READING LAKE MEAD
 FS0414'RECREATIONAL AREA, AT THE EAST EDGE OF THE WASH, IN THE TOP OF A
 FS0414'LIMESTONE OUTCROP AT THE BASE OF A HIGH ROCK CLIFF, 79 FEET
 FS0414'EAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A 4-INCH
 FS0414'MESQUITE TREE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 FS0414
 FS0414                          STATION RECOVERY (1959)
 FS0414
 FS0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0107 ***********************************************************************
 GQ0107  DESIGNATION -  Y 129
 GQ0107  PID         -  GQ0107
 GQ0107  STATE/COUNTY-  AZ/MOHAVE
 GQ0107  USGS QUAD   -  SNAP CANYON EAST (1971)
 GQ0107
 GQ0107                         *CURRENT SURVEY CONTROL
 GQ0107  ___________________________________________________________________
 GQ0107* NAD 83(1986)-  36 13 31.     (N)    113 52 20.     (W)     SCALED    
 GQ0107* NAVD 88     -       737.641  (meters)    2420.08   (feet)  POSTED    
 GQ0107  ___________________________________________________________________
 GQ0107  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 GQ0107  DYNAMIC HT  -         736.850 (meters)    2417.48  (feet)  COMP
 GQ0107  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 GQ0107
 GQ0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0107
 GQ0107.The horizontal coordinates were scaled from a topographic map and have
 GQ0107.an estimated accuracy of +/- 6 seconds.
 GQ0107
 GQ0107.The orthometric height was determined by differential leveling
 GQ0107.and adjusted by the  in 1992.
 GQ0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0107.rate of 0.0 thru 1.0 mm/km.
 GQ0107
 GQ0107.The geoid height was determined by GEOID03.
 GQ0107
 GQ0107.The dynamic height is computed by dividing the NAVD 88
 GQ0107.geopotential number by the normal gravity value computed on the
 GQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0107.degrees latitude (g = 980.6199 gals.).
 GQ0107
 GQ0107.The modeled gravity was interpolated from observed gravity values.
 GQ0107
 GQ0107;                    North         East    Units  Estimated Accuracy
 GQ0107;SPC AZ W     -   579,530.      202,370.      MT  (+/- 180 meters Scaled)
 GQ0107
 GQ0107                          SUPERSEDED SURVEY CONTROL
 GQ0107
 GQ0107  NGVD 29 (??/??/92)  736.920  (m)         2417.71   (f) ADJ UNCH    1 1
 GQ0107
 GQ0107.Superseded values are not recommended for survey control.
 GQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0107.See file dsdata.txt to determine how the superseded data were derived.
 GQ0107
 GQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF418127(NAD 83)
 GQ0107_MARKER: DB = BENCH MARK DISK
 GQ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0107_STAMPING: Y 129 1935
 GQ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0107+STABILITY: SURFACE MOTION
 GQ0107
 GQ0107  HISTORY     - Date     Condition        Report By
 GQ0107  HISTORY     - 1935     MONUMENTED       CGS
 GQ0107  HISTORY     - 1950     GOOD             NGS
 GQ0107
 GQ0107                          STATION DESCRIPTION
 GQ0107
 GQ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0107'56.7 MI SE FROM RIVERSIDE, NV.
 GQ0107'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0107'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0107'THENCE 17.0 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0107'FERRY ROAD, ABOUT 86 YARDS WEST OF A POINT WHERE THE ROAD DESCENDS
 GQ0107'INTO A LARGE WASH, 42 FEET NORTHWEST OF THE NORTHWEST BANK OF THE
 GQ0107'WASH, 31 FEET SOUTH OF AND ACROSS THE ROAD FROM THE APPROXIMATE CENTER
 GQ0107'OF A SMALL WASH, 11 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.7
 GQ0107'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GQ0107'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0698 ***********************************************************************
 DA0698  DESIGNATION -  Y 13
 DA0698  PID         -  DA0698
 DA0698  STATE/COUNTY-  AZ/MARICOPA
 DA0698  USGS QUAD   -  GILA BEND (1973)
 DA0698
 DA0698                         *CURRENT SURVEY CONTROL
 DA0698  ___________________________________________________________________
 DA0698* NAD 83(1986)-  32 56 52.     (N)    112 42 38.     (W)     SCALED    
 DA0698* NAVD 88     -       224.642  (meters)     737.01   (feet)  ADJUSTED  
 DA0698  ___________________________________________________________________
 DA0698  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0698  DYNAMIC HT  -         224.377 (meters)     736.14  (feet)  COMP
 DA0698  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 DA0698
 DA0698  VERT ORDER  -  FIRST     CLASS II
 DA0698
 DA0698.The horizontal coordinates were scaled from a topographic map and have
 DA0698.an estimated accuracy of +/- 6 seconds.
 DA0698
 DA0698.The orthometric height was determined by differential leveling
 DA0698.and adjusted in June 1991.
 DA0698.WARNING-Repeat measurements at this control monument indicate possible
 DA0698.vertical movement.
 DA0698
 DA0698.The geoid height was determined by GEOID03.
 DA0698
 DA0698.The dynamic height is computed by dividing the NAVD 88
 DA0698.geopotential number by the normal gravity value computed on the
 DA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0698.degrees latitude (g = 980.6199 gals.).
 DA0698
 DA0698.The modeled gravity was interpolated from observed gravity values.
 DA0698
 DA0698;                    North         East    Units  Estimated Accuracy
 DA0698;SPC AZ C     -   216,240.      139,130.      MT  (+/- 180 meters Scaled)
 DA0698
 DA0698                          SUPERSEDED SURVEY CONTROL
 DA0698
 DA0698  NGVD 29 (??/??/92)  224.067  (m)          735.13   (f) ADJ UNCH    1 2
 DA0698
 DA0698.Superseded values are not recommended for survey control.
 DA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0698.See file dsdata.txt to determine how the superseded data were derived.
 DA0698
 DA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB401467(NAD 83)
 DA0698_MARKER: DB = BENCH MARK DISK
 DA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0698_STAMPING: Y 13 735.126 1927
 DA0698_MARK LOGO: CGS   
 DA0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0698+STABILITY: SURFACE MOTION
 DA0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0698+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 DA0698
 DA0698  HISTORY     - Date     Condition        Report By
 DA0698  HISTORY     - 1927     MONUMENTED       CGS
 DA0698  HISTORY     - 1953     GOOD             NGS
 DA0698  HISTORY     - 1980     GOOD             NGS
 DA0698  HISTORY     - 1980     GOOD             NGS
 DA0698  HISTORY     - 1981     GOOD             NGS
 DA0698  HISTORY     - 1981     GOOD             NGS
 DA0698  HISTORY     - 1981     GOOD             NGS
 DA0698  HISTORY     - 19941201 GOOD             USPSQD
 DA0698  HISTORY     - 20060220 GOOD             USPSQD
 DA0698  HISTORY     - 20070413 GOOD             GEOCAC
 DA0698
 DA0698                          STATION DESCRIPTION
 DA0698
 DA0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0698'IN GILA BEND.
 DA0698'AT GILA BEND, ABOUT 0.3 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY
 DA0698'RAILROAD FROM THE STATION, AT THE BACK OF THE SEA SHELL MOTEL AND
 DA0698'UNDER A CLOTHES LINE, 305.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DA0698'TRACK, 49.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE MOTEL
 DA0698'BUILDING, 8.4 FEET SOUTH OF THE SOUTH WALL (BACK) OF THE MOTEL, ABOUT
 DA0698'1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DA0698'PROJECTING 1.5 FEET ABOVE THE GROUND.
 DA0698
 DA0698                          STATION RECOVERY (1980)
 DA0698
 DA0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0698'RECOVERED IN GOOD CONDITION.
 DA0698
 DA0698                          STATION RECOVERY (1980)
 DA0698
 DA0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0698'RECOVERED IN GOOD CONDITION.
 DA0698
 DA0698                          STATION RECOVERY (1981)
 DA0698
 DA0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0698'RECOVERED IN GOOD CONDITION.
 DA0698
 DA0698                          STATION RECOVERY (1981)
 DA0698
 DA0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0698'PREVIOUSLY DESCRIBED IN FILE L24555.L374B.HAFF
 DA0698
 DA0698                          STATION RECOVERY (1981)
 DA0698
 DA0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0698'PREVIOUSLY DESCRIBED IN FILE L24555.L374B.HAFF
 DA0698
 DA0698                          STATION RECOVERY (1994)
 DA0698
 DA0698'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0698'RECOVERED IN GOOD CONDITION.
 DA0698
 DA0698                          STATION RECOVERY (2006)
 DA0698
 DA0698'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0698'RECOVERED AS DESCRIBED.  HOTEL IS NOW PAYLESS MOTEL.
 DA0698
 DA0698                          STATION RECOVERY (2007)
 DA0698
 DA0698'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0593 ***********************************************************************
 FR0593  DESIGNATION -  Y 130
 FR0593  PID         -  FR0593
 FR0593  STATE/COUNTY-  AZ/MOHAVE
 FR0593  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0593
 FR0593                         *CURRENT SURVEY CONTROL
 FR0593  ___________________________________________________________________
 FR0593* NAD 83(1986)-  35 57 02.     (N)    113 54 59.     (W)     SCALED    
 FR0593* NAVD 88     -      1532.432  (meters)    5027.65   (feet)  POSTED    
 FR0593  ___________________________________________________________________
 FR0593  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FR0593  DYNAMIC HT  -        1530.610 (meters)    5021.68  (feet)  COMP
 FR0593  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 FR0593
 FR0593  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0593
 FR0593.The horizontal coordinates were scaled from a topographic map and have
 FR0593.an estimated accuracy of +/- 6 seconds.
 FR0593
 FR0593.The orthometric height was determined by differential leveling
 FR0593.and adjusted by the  in 1992.
 FR0593.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0593.was located on a no-check spur therefore a value was not computed.
 FR0593.No vertical observational check was made to the station.
 FR0593
 FR0593.The geoid height was determined by GEOID03.
 FR0593
 FR0593.The dynamic height is computed by dividing the NAVD 88
 FR0593.geopotential number by the normal gravity value computed on the
 FR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0593.degrees latitude (g = 980.6199 gals.).
 FR0593
 FR0593.The modeled gravity was interpolated from observed gravity values.
 FR0593
 FR0593;                    North         East    Units  Estimated Accuracy
 FR0593;SPC AZ W     -   549,060.      198,350.      MT  (+/- 180 meters Scaled)
 FR0593
 FR0593                          SUPERSEDED SURVEY CONTROL
 FR0593
 FR0593  NGVD 29 (??/??/92) 1531.624  (m)         5025.00   (f) ADJ UNCH    2 0
 FR0593
 FR0593.Superseded values are not recommended for survey control.
 FR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0593.See file dsdata.txt to determine how the superseded data were derived.
 FR0593
 FR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE369823(NAD 83)
 FR0593_MARKER: DB = BENCH MARK DISK
 FR0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0593_STAMPING: Y 130 1935
 FR0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0593+STABILITY: SURFACE MOTION
 FR0593
 FR0593  HISTORY     - Date     Condition        Report By
 FR0593  HISTORY     - 1935     MONUMENTED       CGS
 FR0593  HISTORY     - 1970     GOOD             USGS
 FR0593
 FR0593                          STATION DESCRIPTION
 FR0593
 FR0593'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0593'8.8 MI NE FROM DIAMOND BAR RANCH.
 FR0593'ABOUT 7.1 MI. NORTHEAST OF DIAMOND BAR RANCH ALONG ROAD LEADING TO THE
 FR0593'HUALAPAI INDIAN RES. TO A Y ROAD FORK, TAKE LEFT FORK NORTH ALONG THE
 FR0593'WEST BOUNDARY OF INDIAN RES. FOR 1.5 MI. TO Y FORKS, CONTINUE WEST,
 FR0593'LEFT FORK, FOR 0.2 MI. BM IS 35 FEET SOUTH OF ROAD, A STANDARD TABLET,
 FR0593'SET IN CONCRETE POST AND PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0250 ***********************************************************************
 DT0250  DESIGNATION -  Y 132
 DT0250  PID         -  DT0250
 DT0250  STATE/COUNTY-  AZ/APACHE
 DT0250  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0250
 DT0250                         *CURRENT SURVEY CONTROL
 DT0250  ___________________________________________________________________
 DT0250* NAD 83(1986)-  33 55 06.     (N)    109 27 02.     (W)     SCALED    
 DT0250* NAVD 88     -      2779.485  (meters)    9119.03   (feet)  ADJUSTED  
 DT0250  ___________________________________________________________________
 DT0250  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0250  DYNAMIC HT  -        2774.797 (meters)    9103.65  (feet)  COMP
 DT0250  MODELED GRAV-     978,847.9   (mgal)                       NAVD 88
 DT0250
 DT0250  VERT ORDER  -  SECOND    CLASS 0
 DT0250
 DT0250.The horizontal coordinates were scaled from a topographic map and have
 DT0250.an estimated accuracy of +/- 6 seconds.
 DT0250
 DT0250.The orthometric height was determined by differential leveling
 DT0250.and adjusted in June 1991.
 DT0250
 DT0250.The geoid height was determined by GEOID03.
 DT0250
 DT0250.The dynamic height is computed by dividing the NAVD 88
 DT0250.geopotential number by the normal gravity value computed on the
 DT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0250.degrees latitude (g = 980.6199 gals.).
 DT0250
 DT0250.The modeled gravity was interpolated from observed gravity values.
 DT0250
 DT0250;                    North         East    Units  Estimated Accuracy
 DT0250;SPC AZ E     -   323,830.      279,580.      MT  (+/- 180 meters Scaled)
 DT0250
 DT0250                          SUPERSEDED SURVEY CONTROL
 DT0250
 DT0250  NGVD 29 (??/??/92) 2778.216  (m)         9114.86   (f) ADJ UNCH    2 0
 DT0250
 DT0250.Superseded values are not recommended for survey control.
 DT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0250.See file dsdata.txt to determine how the superseded data were derived.
 DT0250
 DT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC432541(NAD 83)
 DT0250_MARKER: DB = BENCH MARK DISK
 DT0250_SETTING: 66 = SET IN ROCK OUTCROP
 DT0250_SP_SET: ROCK OUTCROP
 DT0250_STAMPING: Y-132 1935
 DT0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0250+STABILITY: POSITION/ELEVATION WELL
 DT0250
 DT0250  HISTORY     - Date     Condition        Report By
 DT0250  HISTORY     - 1935     MONUMENTED       CGS
 DT0250
 DT0250                          STATION DESCRIPTION
 DT0250
 DT0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0250'2.8 MI SE FROM VOIGT RANCH.
 DT0250'2.8 MI SE ALONG ROAD TO RESERVATION RANCH (3.6 MI NE OF THOMPSON
 DT0250'RANCH) ON THE ROAD TO RESERVATION RANCH, AT THE JUNCTION OF A ROAD,
 DT0250'102 FEET E OF THE JUNCTION, 71 FEET NORTHEAST OF THE CENTERLINE OF THE
 DT0250'NORTH ROAD, 10 FEET W OF A 24 INCH PINE TREE, 9 FT E OF AN ASPEN TREE,
 DT0250'AND ABOUT 15 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0141 ***********************************************************************
 ET0141  DESIGNATION -  Y 133
 ET0141  PID         -  ET0141
 ET0141  STATE/COUNTY-  AZ/YAVAPAI
 ET0141  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0141
 ET0141                         *CURRENT SURVEY CONTROL
 ET0141  ___________________________________________________________________
 ET0141* NAD 83(1986)-  34 40 31.     (N)    112 09 13.     (W)     SCALED    
 ET0141* NAVD 88     -      2112.85   (+/-2cm)    6931.9    (feet)  VERTCON   
 ET0141  ___________________________________________________________________
 ET0141  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 ET0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0141
 ET0141.The horizontal coordinates were scaled from a topographic map and have
 ET0141.an estimated accuracy of +/- 6 seconds.
 ET0141
 ET0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0141.The vertical order pertains to the NGVD 29 superseded value.
 ET0141
 ET0141.The geoid height was determined by GEOID03.
 ET0141
 ET0141;                    North         East    Units  Estimated Accuracy
 ET0141;SPC AZ C     -   407,580.      191,650.      MT  (+/- 180 meters Scaled)
 ET0141
 ET0141                          SUPERSEDED SURVEY CONTROL
 ET0141
 ET0141  NGVD 29 (??/??/92) 2111.895  (m)         6928.78   (f) ADJ UNCH    2 0
 ET0141
 ET0141.Superseded values are not recommended for survey control.
 ET0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0141.See file dsdata.txt to determine how the superseded data were derived.
 ET0141
 ET0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD943376(NAD 83)
 ET0141_MARKER: DB = BENCH MARK DISK
 ET0141_SETTING: 66 = SET IN ROCK OUTCROP
 ET0141_SP_SET: BASALT OUTCROP
 ET0141_STAMPING: Y 133 1935
 ET0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0141+STABILITY: POSITION/ELEVATION WELL
 ET0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0141+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 ET0141
 ET0141  HISTORY     - Date     Condition        Report By
 ET0141  HISTORY     - 1935     MONUMENTED       CGS
 ET0141  HISTORY     - 1973     GOOD             USGS
 ET0141  HISTORY     - 20071110 GOOD             GEOCAC
 ET0141
 ET0141                          STATION DESCRIPTION
 ET0141
 ET0141'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0141'11.55 MI SW FROM JEROME.
 ET0141'ABOUT 7.7 MILES SOUTHWEST ALONG STATE HIGHWAY 79-- ABOUT 7.9 MILES
 ET0141'SOUTHWEST ALONG STATE HIGHWAY 89 A FROM THE P.O. AT JEROME, YAVAPAI
 ET0141'CO.  THENCE SOUTH 1.55 MILES TO A ROAD INTERSECTION.  THENCE 2.10
 ET0141'MILES SOUTHWEST ALONG THE ROAD TO CHERRY. ABOUT 300 FEET SOUTH OF A
 ET0141'ROAD INTERSECTION WITH A DIRT ROAD LEADING EAST (ABANDONED)-- 35 FEET
 ET0141'WEST OF THE CENTERLINE OF THE ROAD. A STANDARD USC AND GS TABLET
 ET0141'STAMPED Y 133 1935 AND CEMENTED IN A BASALT OUTCROP.
 ET0141
 ET0141                          STATION RECOVERY (2007)
 ET0141
 ET0141'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0066 ***********************************************************************
 FS0066  DESIGNATION -  Y 134
 FS0066  PID         -  FS0066
 FS0066  STATE/COUNTY-  AZ/MOHAVE
 FS0066  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0066
 FS0066                         *CURRENT SURVEY CONTROL
 FS0066  ___________________________________________________________________
 FS0066* NAD 83(1986)-  35 57 37.     (N)    114 39 48.     (W)     SCALED    
 FS0066* NAVD 88     -       655.098  (meters)    2149.27   (feet)  ADJUSTED  
 FS0066  ___________________________________________________________________
 FS0066  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FS0066  DYNAMIC HT  -         654.434 (meters)    2147.09  (feet)  COMP
 FS0066  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 FS0066
 FS0066  VERT ORDER  -  FIRST     CLASS I
 FS0066
 FS0066.The horizontal coordinates were scaled from a topographic map and have
 FS0066.an estimated accuracy of +/- 6 seconds.
 FS0066
 FS0066.The orthometric height was determined by differential leveling
 FS0066.and adjusted in June 1991.
 FS0066
 FS0066.The geoid height was determined by GEOID03.
 FS0066
 FS0066.The dynamic height is computed by dividing the NAVD 88
 FS0066.geopotential number by the normal gravity value computed on the
 FS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0066.degrees latitude (g = 980.6199 gals.).
 FS0066
 FS0066.The modeled gravity was interpolated from observed gravity values.
 FS0066
 FS0066;                    North         East    Units  Estimated Accuracy
 FS0066;SPC AZ W     -   550,510.      130,970.      MT  (+/- 180 meters Scaled)
 FS0066
 FS0066                          SUPERSEDED SURVEY CONTROL
 FS0066
 FS0066  NGVD 29 (??/??/92)  654.401  (m)         2146.98   (f) ADJ UNCH    1 1
 FS0066
 FS0066.Superseded values are not recommended for survey control.
 FS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0066.See file dsdata.txt to determine how the superseded data were derived.
 FS0066
 FS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV107820(NAD 83)
 FS0066_MARKER: DB = BENCH MARK DISK
 FS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0066_STAMPING: Y 134 1935
 FS0066_MARK LOGO: CGS   
 FS0066_PROJECTION: PROJECTING 10 CENTIMETERS
 FS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0066+STABILITY: SURFACE MOTION
 FS0066
 FS0066  HISTORY     - Date     Condition        Report By
 FS0066  HISTORY     - 1935     MONUMENTED       CGS
 FS0066  HISTORY     - 1950     GOOD             NGS
 FS0066  HISTORY     - 1963     GOOD             NGS
 FS0066  HISTORY     - 1981     GOOD             NGS
 FS0066
 FS0066                          STATION DESCRIPTION
 FS0066
 FS0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0066'6.8 MI SE FROM HOOVER DAM.
 FS0066'6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0066'(ARIZONA) END OF HOOVER DAM, 0.2 MILE NORTHWEST OF MILEPOST 7,
 FS0066'0.1 MILE NORTHWEST OF THE SUMMIT OF A GRADE, ON THE NORTHWEST
 FS0066'SLOPE OF THE GRADE, 39.4 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0066'THE HIGHWAY, 9 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 FS0066'DRY WASH, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 FS0066'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0066'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0066
 FS0066                          STATION RECOVERY (1963)
 FS0066
 FS0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0066'RECOVERED IN GOOD CONDITION.
 FS0066
 FS0066                          STATION RECOVERY (1981)
 FS0066
 FS0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0066'10.7 KM (6.65 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0066'OF HOOVER DAM, 0.15 KM (0.1 MI) NORTHWEST OF A SUMMIT, ON THE
 FS0066'NORTHWEST SLOPE OF A GRADE, 18.6 METERS (61 FT) NORTHEAST OF THE
 FS0066'CENTERLINE OF THE HIGHWAY, 11.9 METERS (39 FT) SOUTHWEST OF THE
 FS0066'CENTERLINE OF THE OLD HIGHWAY.
 FS0066'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FS0066'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0553 ***********************************************************************
 GR0553  DESIGNATION -  Y 135
 GR0553  PID         -  GR0553
 GR0553  STATE/COUNTY-  AZ/MOHAVE
 GR0553  USGS QUAD   -  HOOVER DAM (1997)
 GR0553
 GR0553                         *CURRENT SURVEY CONTROL
 GR0553  ___________________________________________________________________
 GR0553* NAD 83(1986)-  36 00 53.     (N)    114 44 26.     (W)     SCALED    
 GR0553* NAVD 88     -       206.373  (meters)     677.08   (feet)  POSTED    
 GR0553  ___________________________________________________________________
 GR0553  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0553  DYNAMIC HT  -         206.170 (meters)     676.41  (feet)  COMP
 GR0553  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 GR0553
 GR0553  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0553
 GR0553.The horizontal coordinates were scaled from a topographic map and have
 GR0553.an estimated accuracy of +/- 6 seconds.
 GR0553
 GR0553.The orthometric height was determined by differential leveling
 GR0553.and adjusted by the  in 1992.
 GR0553.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0553.rate of 2.1 thru 3.0 mm/km.
 GR0553
 GR0553.The geoid height was determined by GEOID03.
 GR0553
 GR0553.The dynamic height is computed by dividing the NAVD 88
 GR0553.geopotential number by the normal gravity value computed on the
 GR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0553.degrees latitude (g = 980.6199 gals.).
 GR0553
 GR0553.The modeled gravity was interpolated from observed gravity values.
 GR0553
 GR0553;                    North         East    Units  Estimated Accuracy
 GR0553;SPC AZ W     -   556,620.      124,070.      MT  (+/- 180 meters Scaled)
 GR0553
 GR0553                          SUPERSEDED SURVEY CONTROL
 GR0553
 GR0553  NGVD 29 (??/??/92)  205.682  (m)          674.81   (f) ADJ UNCH    1 1
 GR0553
 GR0553.Superseded values are not recommended for survey control.
 GR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0553.See file dsdata.txt to determine how the superseded data were derived.
 GR0553
 GR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV036879(NAD 83)
 GR0553_MARKER: DB = BENCH MARK DISK
 GR0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0553_SP_SET: PLATFORM LEDGE
 GR0553_STAMPING: Y 135 1935
 GR0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0553
 GR0553  HISTORY     - Date     Condition        Report By
 GR0553  HISTORY     - 1935     MONUMENTED       CGS
 GR0553  HISTORY     - 1950     GOOD             NGS
 GR0553  HISTORY     - 1963     GOOD             NGS
 GR0553  HISTORY     - 1990     GOOD             USPSQD
 GR0553
 GR0553                          STATION DESCRIPTION
 GR0553
 GR0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0553'IN HOOVER DAM.
 GR0553'AT THE BOTTOM OF HOOVER DAM, AT THE SOUTHWEST (DOWNSTREAM) END OF THE
 GR0553'ARIZONA RAMP, IN THE TOP OF A LEDGE OF THE TRANSFORMER PLATFORM, 3.0
 GR0553'FEET NORTHEAST OF THE SOUTHWEST END, AND 1.7 FEET ABOVE THE RAMP
 GR0553'FLOOR.
 GR0553
 GR0553                          STATION RECOVERY (1963)
 GR0553
 GR0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0553'RECOVERED IN GOOD CONDITION.
 GR0553
 GR0553                          STATION RECOVERY (1990)
 GR0553
 GR0553'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0272 ***********************************************************************
 DT0272  DESIGNATION -  Y 136
 DT0272  PID         -  DT0272
 DT0272  STATE/COUNTY-  AZ/APACHE
 DT0272  USGS QUAD   -  BUFFALO CROSSING (1991)
 DT0272
 DT0272                         *CURRENT SURVEY CONTROL
 DT0272  ___________________________________________________________________
 DT0272* NAD 83(1986)-  33 45 53.     (N)    109 22 08.     (W)     SCALED    
 DT0272* NAVD 88     -      2330.002  (meters)    7644.35   (feet)  ADJUSTED  
 DT0272  ___________________________________________________________________
 DT0272  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DT0272  DYNAMIC HT  -        2326.227 (meters)    7631.96  (feet)  COMP
 DT0272  MODELED GRAV-     978,932.3   (mgal)                       NAVD 88
 DT0272
 DT0272  VERT ORDER  -  SECOND    CLASS 0
 DT0272
 DT0272.The horizontal coordinates were scaled from a topographic map and have
 DT0272.an estimated accuracy of +/- 6 seconds.
 DT0272
 DT0272.The orthometric height was determined by differential leveling
 DT0272.and adjusted in June 1991.
 DT0272
 DT0272.The geoid height was determined by GEOID03.
 DT0272
 DT0272.The dynamic height is computed by dividing the NAVD 88
 DT0272.geopotential number by the normal gravity value computed on the
 DT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0272.degrees latitude (g = 980.6199 gals.).
 DT0272
 DT0272.The modeled gravity was interpolated from observed gravity values.
 DT0272
 DT0272;                    North         East    Units  Estimated Accuracy
 DT0272;SPC AZ E     -   306,850.      287,260.      MT  (+/- 180 meters Scaled)
 DT0272
 DT0272                          SUPERSEDED SURVEY CONTROL
 DT0272
 DT0272  NGVD 29 (??/??/92) 2328.941  (m)         7640.87   (f) ADJ UNCH    2 0
 DT0272
 DT0272.Superseded values are not recommended for survey control.
 DT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0272.See file dsdata.txt to determine how the superseded data were derived.
 DT0272
 DT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC510372(NAD 83)
 DT0272_MARKER: DB = BENCH MARK DISK
 DT0272_SETTING: 66 = SET IN ROCK OUTCROP
 DT0272_SP_SET: OUTCROP
 DT0272_STAMPING: Y-136 1935
 DT0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0272+STABILITY: POSITION/ELEVATION WELL
 DT0272
 DT0272  HISTORY     - Date     Condition        Report By
 DT0272  HISTORY     - 1935     MONUMENTED       CGS
 DT0272
 DT0272                          STATION DESCRIPTION
 DT0272
 DT0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0272'11.4 MI SE FROM RESERVATION RANCH.
 DT0272'11.4 MI SE ALONG ROAD TO BEAVERHEAD LODGE. AT A ROAD JUNCTION, 105 FT
 DT0272'NW OF A.H. SLAUGHTERS MAIL BOX, 66 FT W OF THE CENTERLINE OF THE NEW
 DT0272'ROAD TO SPRINGERVILLE, 69 FT N OF THE CENTERLINE OF THE ROAD TO
 DT0272'BEAVERHEAD LODGE, 18 FT S OF A 12 INCH PINE TREE, AND IN A ROCK
 DT0272'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0301 ***********************************************************************
 DT0301  DESIGNATION -  Y 137
 DT0301  PID         -  DT0301
 DT0301  STATE/COUNTY-  AZ/APACHE
 DT0301  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0301
 DT0301                         *CURRENT SURVEY CONTROL
 DT0301  ___________________________________________________________________
 DT0301* NAD 83(1986)-  33 58 34.     (N)    109 03 18.     (W)     SCALED    
 DT0301* NAVD 88     -      2551.662  (meters)    8371.58   (feet)  ADJUSTED  
 DT0301  ___________________________________________________________________
 DT0301  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DT0301  DYNAMIC HT  -        2547.482 (meters)    8357.86  (feet)  COMP
 DT0301  MODELED GRAV-     978,905.5   (mgal)                       NAVD 88
 DT0301
 DT0301  VERT ORDER  -  SECOND    CLASS 0
 DT0301
 DT0301.The horizontal coordinates were scaled from a topographic map and have
 DT0301.an estimated accuracy of +/- 6 seconds.
 DT0301
 DT0301.The orthometric height was determined by differential leveling
 DT0301.and adjusted in June 1991.
 DT0301
 DT0301.The geoid height was determined by GEOID03.
 DT0301
 DT0301.The dynamic height is computed by dividing the NAVD 88
 DT0301.geopotential number by the normal gravity value computed on the
 DT0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0301.degrees latitude (g = 980.6199 gals.).
 DT0301
 DT0301.The modeled gravity was interpolated from observed gravity values.
 DT0301
 DT0301;                    North         East    Units  Estimated Accuracy
 DT0301;SPC AZ E     -   330,560.      316,080.      MT  (+/- 180 meters Scaled)
 DT0301
 DT0301                          SUPERSEDED SURVEY CONTROL
 DT0301
 DT0301  NGVD 29 (??/??/92) 2550.560  (m)         8367.96   (f) ADJ UNCH    2 0
 DT0301
 DT0301.Superseded values are not recommended for survey control.
 DT0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0301.See file dsdata.txt to determine how the superseded data were derived.
 DT0301
 DT0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC796612(NAD 83)
 DT0301_MARKER: DB = BENCH MARK DISK
 DT0301_SETTING: 66 = SET IN ROCK OUTCROP
 DT0301_SP_SET: LARGE ROCK
 DT0301_STAMPING: Y 137 1935
 DT0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0301+STABILITY: POSITION/ELEVATION WELL
 DT0301
 DT0301  HISTORY     - Date     Condition        Report By
 DT0301  HISTORY     - 1935     MONUMENTED       CGS
 DT0301
 DT0301                          STATION DESCRIPTION
 DT0301
 DT0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0301'17.0 MI NE FROM NUTRIOSO.
 DT0301'17.0 MI. N AND E  OF. ALONG ST HWY NO.81 AND STONE CREEK ROAD (17.0 MI
 DT0301'E OF ALPINE) 100 FT. S OF OLD SAW MILL, ABOUT 36 FT. NW OF 28 INCH
 DT0301'PINE TREE, BETWEEN TWO STUMPS, AND 41 FT. SW OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0121 ***********************************************************************
 ES0121  DESIGNATION -  Y 140
 ES0121  PID         -  ES0121
 ES0121  STATE/COUNTY-  AZ/NAVAJO
 ES0121  USGS QUAD   -  PINEDALE (1970)
 ES0121
 ES0121                         *CURRENT SURVEY CONTROL
 ES0121  ___________________________________________________________________
 ES0121* NAD 83(1986)-  34 17 07.     (N)    110 09 54.     (W)     SCALED    
 ES0121* NAVD 88     -      1929.843  (meters)    6331.49   (feet)  ADJUSTED  
 ES0121  ___________________________________________________________________
 ES0121  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0121  DYNAMIC HT  -        1926.988 (meters)    6322.13  (feet)  COMP
 ES0121  MODELED GRAV-     979,087.2   (mgal)                       NAVD 88
 ES0121
 ES0121  VERT ORDER  -  SECOND    CLASS 0
 ES0121
 ES0121.The horizontal coordinates were scaled from a topographic map and have
 ES0121.an estimated accuracy of +/- 6 seconds.
 ES0121
 ES0121.The orthometric height was determined by differential leveling
 ES0121.and adjusted in June 1991.
 ES0121
 ES0121.The geoid height was determined by GEOID03.
 ES0121
 ES0121.The dynamic height is computed by dividing the NAVD 88
 ES0121.geopotential number by the normal gravity value computed on the
 ES0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0121.degrees latitude (g = 980.6199 gals.).
 ES0121
 ES0121.The modeled gravity was interpolated from observed gravity values.
 ES0121
 ES0121;                    North         East    Units  Estimated Accuracy
 ES0121;SPC AZ E     -   364,300.      213,510.      MT  (+/- 180 meters Scaled)
 ES0121
 ES0121                          SUPERSEDED SURVEY CONTROL
 ES0121
 ES0121  NGVD 29 (??/??/92) 1928.936  (m)         6328.52   (f) ADJ UNCH    2 0
 ES0121
 ES0121.Superseded values are not recommended for survey control.
 ES0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0121.See file dsdata.txt to determine how the superseded data were derived.
 ES0121
 ES0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC768941(NAD 83)
 ES0121_MARKER: DB = BENCH MARK DISK
 ES0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0121_STAMPING: Y 140 1935
 ES0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0121+STABILITY: SURFACE MOTION
 ES0121
 ES0121  HISTORY     - Date     Condition        Report By
 ES0121  HISTORY     - 1935     MONUMENTED       CGS
 ES0121  HISTORY     - 1960     GOOD             USGS
 ES0121  HISTORY     - 1970     POOR             USGS
 ES0121
 ES0121                          STATION DESCRIPTION
 ES0121
 ES0121'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0121'9.7 MI NW FROM SHOW LOW.
 ES0121'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT SHOW
 ES0121'LOW, NAVAJO COUNTY, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 60,
 ES0121'THENCE 9.7 MILES NORTHWEST ALONG STATE HIGHWAY 160, 25 FEET SOUTH OF
 ES0121'THE CENTERLINE OF THE ROAD, 0.2 MILE EAST OF AN OLD HOUSE, 365 FEET
 ES0121'WEST OF SECTION CORNER 1-6-7-12, T 10 N, R 20 E, R 21 E, AND 1.5 FEET
 ES0121'NORTH OF A WIRE FENCE.  A STANDARD DISK, STAMPED Y 140 1935 AND SET IN
 ES0121'THE TOP OF A CONCRETE POST.
 ES0121
 ES0121                          STATION RECOVERY (1970)
 ES0121
 ES0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0121'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0240 ***********************************************************************
 ES0240  DESIGNATION -  Y 141
 ES0240  PID         -  ES0240
 ES0240  STATE/COUNTY-  AZ/NAVAJO
 ES0240  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0240
 ES0240                         *CURRENT SURVEY CONTROL
 ES0240  ___________________________________________________________________
 ES0240* NAD 83(1986)-  34 48 19.     (N)    110 41 20.     (W)     SCALED    
 ES0240* NAVD 88     -      1675.921  (meters)    5498.42   (feet)  ADJUSTED  
 ES0240  ___________________________________________________________________
 ES0240  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ES0240  DYNAMIC HT  -        1673.591 (meters)    5490.77  (feet)  COMP
 ES0240  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 ES0240
 ES0240  VERT ORDER  -  SECOND    CLASS 0
 ES0240
 ES0240.The horizontal coordinates were scaled from a topographic map and have
 ES0240.an estimated accuracy of +/- 6 seconds.
 ES0240
 ES0240.The orthometric height was determined by differential leveling
 ES0240.and adjusted in June 1991.
 ES0240
 ES0240.The geoid height was determined by GEOID03.
 ES0240
 ES0240.The dynamic height is computed by dividing the NAVD 88
 ES0240.geopotential number by the normal gravity value computed on the
 ES0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0240.degrees latitude (g = 980.6199 gals.).
 ES0240
 ES0240.The modeled gravity was interpolated from observed gravity values.
 ES0240
 ES0240;                    North         East    Units  Estimated Accuracy
 ES0240;SPC AZ E     -   422,100.      165,580.      MT  (+/- 180 meters Scaled)
 ES0240
 ES0240                          SUPERSEDED SURVEY CONTROL
 ES0240
 ES0240  NGVD 29 (??/??/92) 1675.084  (m)         5495.67   (f) ADJ UNCH    2 0
 ES0240
 ES0240.Superseded values are not recommended for survey control.
 ES0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0240.See file dsdata.txt to determine how the superseded data were derived.
 ES0240
 ES0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD284514(NAD 83)
 ES0240_MARKER: DB = BENCH MARK DISK
 ES0240_SETTING: 66 = SET IN ROCK OUTCROP
 ES0240_SP_SET: SANDSTONE OUTCROP
 ES0240_STAMPING: Y-141 1935
 ES0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0240+STABILITY: POSITION/ELEVATION WELL
 ES0240
 ES0240  HISTORY     - Date     Condition        Report By
 ES0240  HISTORY     - 1935     MONUMENTED       CGS
 ES0240  HISTORY     - 1974     GOOD             NGS
 ES0240
 ES0240                          STATION DESCRIPTION
 ES0240
 ES0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0240'16.0 MI SW FROM WINSLOW (UNION OIL CO PALNT).
 ES0240'16.0 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  ON THE
 ES0240'SOUTHWEST EDGE OF A SMALL ROCKY KNOLL, 132 FEET W OF THE CENTERLINE OF
 ES0240'THE ROAD, SET IN WHITE SANDSTONE OUTCROP.
 ES0240
 ES0240                          STATION RECOVERY (1974)
 ES0240
 ES0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0197 ***********************************************************************
 ES0197  DESIGNATION -  Y 142
 ES0197  PID         -  ES0197
 ES0197  STATE/COUNTY-  AZ/GILA
 ES0197  USGS QUAD   -  WOODS CANYON (1990)
 ES0197
 ES0197                         *CURRENT SURVEY CONTROL
 ES0197  ___________________________________________________________________
 ES0197* NAD 83(1986)-  34 18 28.     (N)    110 56 12.     (W)     SCALED    
 ES0197* NAVD 88     -      2183.474  (meters)    7163.61   (feet)  ADJUSTED  
 ES0197  ___________________________________________________________________
 ES0197  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0197  DYNAMIC HT  -        2180.220 (meters)    7152.94  (feet)  COMP
 ES0197  MODELED GRAV-     979,065.9   (mgal)                       NAVD 88
 ES0197
 ES0197  VERT ORDER  -  SECOND    CLASS 0
 ES0197
 ES0197.The horizontal coordinates were scaled from a topographic map and have
 ES0197.an estimated accuracy of +/- 6 seconds.
 ES0197
 ES0197.The orthometric height was determined by differential leveling
 ES0197.and adjusted in June 1991.
 ES0197
 ES0197.The geoid height was determined by GEOID03.
 ES0197
 ES0197.The dynamic height is computed by dividing the NAVD 88
 ES0197.geopotential number by the normal gravity value computed on the
 ES0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0197.degrees latitude (g = 980.6199 gals.).
 ES0197
 ES0197.The modeled gravity was interpolated from observed gravity values.
 ES0197
 ES0197;                    North         East    Units  Estimated Accuracy
 ES0197;SPC AZ E     -   367,060.      142,490.      MT  (+/- 180 meters Scaled)
 ES0197
 ES0197                          SUPERSEDED SURVEY CONTROL
 ES0197
 ES0197  NGVD 29 (??/??/92) 2182.490  (m)         7160.39   (f) ADJ UNCH    2 0
 ES0197
 ES0197.Superseded values are not recommended for survey control.
 ES0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0197.See file dsdata.txt to determine how the superseded data were derived.
 ES0197
 ES0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC058962(NAD 83)
 ES0197_MARKER: DB = BENCH MARK DISK
 ES0197_SETTING: 66 = SET IN ROCK OUTCROP
 ES0197_SP_SET: SANDSTONE LEDGE
 ES0197_STAMPING: Y-142 1935
 ES0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0197+STABILITY: POSITION/ELEVATION WELL
 ES0197
 ES0197  HISTORY     - Date     Condition        Report By
 ES0197  HISTORY     - 1935     MONUMENTED       CGS
 ES0197
 ES0197                          STATION DESCRIPTION
 ES0197
 ES0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0197'63.5 MI SW FROM WINSLOW.
 ES0197'2.0 MI N AND W ALONG ROAD TO PROMOTORY TOWER AND WINSLOW 63.5 MI S.W.
 ES0197'OF WINSLOW (UNION OIL CO PLANT) ON THE OLD ROAD FROM THE JUNCTION DOWN
 ES0197'GORDON CANYON TO HUNTS RANCH HOUSE, 0.6 MI SW OF THE TOP OF TONTO RIM
 ES0197'AND FOREST BOUNDARY LINES, 30 FEET NW OF THE CENTERLINE OF THE ROAD
 ES0197'SET IN AN EXPOSED SANDSTONE LEDGE ABOUT 12 FEET ABOVE THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0137 ***********************************************************************
 ES0137  DESIGNATION -  Y 146
 ES0137  PID         -  ES0137
 ES0137  STATE/COUNTY-  AZ/NAVAJO
 ES0137  USGS QUAD   -  LIMESTONE CANYON SOUTH (1977)
 ES0137
 ES0137                         *CURRENT SURVEY CONTROL
 ES0137  ___________________________________________________________________
 ES0137* NAD 83(1986)-  34 00 10.     (N)    110 16 03.     (W)     SCALED    
 ES0137* NAVD 88     -      1511.258  (meters)    4958.19   (feet)  ADJUSTED  
 ES0137  ___________________________________________________________________
 ES0137  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 ES0137  DYNAMIC HT  -        1509.102 (meters)    4951.11  (feet)  COMP
 ES0137  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 ES0137
 ES0137  VERT ORDER  -  FIRST     CLASS II
 ES0137
 ES0137.The horizontal coordinates were scaled from a topographic map and have
 ES0137.an estimated accuracy of +/- 6 seconds.
 ES0137
 ES0137.The orthometric height was determined by differential leveling
 ES0137.and adjusted in June 1991.
 ES0137.WARNING-Repeat measurements at this control monument indicate possible
 ES0137.vertical movement.
 ES0137
 ES0137.The geoid height was determined by GEOID03.
 ES0137
 ES0137.The dynamic height is computed by dividing the NAVD 88
 ES0137.geopotential number by the normal gravity value computed on the
 ES0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0137.degrees latitude (g = 980.6199 gals.).
 ES0137
 ES0137.The modeled gravity was interpolated from observed gravity values.
 ES0137
 ES0137;                    North         East    Units  Estimated Accuracy
 ES0137;SPC AZ E     -   332,970.      204,050.      MT  (+/- 180 meters Scaled)
 ES0137
 ES0137                          SUPERSEDED SURVEY CONTROL
 ES0137
 ES0137  NGVD 29 (??/??/92) 1510.472  (m)         4955.61   (f) ADJ UNCH    1 2
 ES0137
 ES0137.Superseded values are not recommended for survey control.
 ES0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0137.See file dsdata.txt to determine how the superseded data were derived.
 ES0137
 ES0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC676627(NAD 83)
 ES0137_MARKER: DB = BENCH MARK DISK
 ES0137_SETTING: 66 = SET IN ROCK OUTCROP
 ES0137_SP_SET: ROCK OUTCROP
 ES0137_STAMPING: Y 146 1960
 ES0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0137+STABILITY: POSITION/ELEVATION WELL
 ES0137
 ES0137  HISTORY     - Date     Condition        Report By
 ES0137  HISTORY     - 1960     MONUMENTED       CGS
 ES0137  HISTORY     - 1979     GOOD             NGS
 ES0137
 ES0137                          STATION DESCRIPTION
 ES0137
 ES0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0137'24.85 MI SW FROM SHOW LOW.
 ES0137'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0137'SHOW LOW, THENCE 24.75 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 AND
 ES0137'STATE HIGHWAY 77, ABOUT 1.0 MILE NORTH OF THE NAVAJO-GILA COUNTY LINE,
 ES0137'ON THE SOUTH SLOPE AND AT THE FOOT OF A ROCKY HILL, IN THE TOP OF A
 ES0137'ROCK OUTCROP, 200 FEET NORTH OF THE CENTER LINE OF THE PRESENT
 ES0137'HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF AN ABANDONED PORTION OF
 ES0137'THE OLD HIGHWAY AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 ES0137
 ES0137                          STATION RECOVERY (1979)
 ES0137
 ES0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ES0137'THE MARK IS 2.3 FT  N FROM A WITNESS POST.
 ES0137'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0130 ***********************************************************************
 ES0130  DESIGNATION -  Y 147
 ES0130  PID         -  ES0130
 ES0130  STATE/COUNTY-  AZ/NAVAJO
 ES0130  USGS QUAD   -  SHOW LOW SOUTH (1977)
 ES0130
 ES0130                         *CURRENT SURVEY CONTROL
 ES0130  ___________________________________________________________________
 ES0130* NAD 83(1986)-  34 14 21.     (N)    110 01 34.     (W)     SCALED    
 ES0130* NAVD 88     -      1932.334  (meters)    6339.67   (feet)  ADJUSTED  
 ES0130  ___________________________________________________________________
 ES0130  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0130  DYNAMIC HT  -        1929.454 (meters)    6330.22  (feet)  COMP
 ES0130  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 ES0130
 ES0130  VERT ORDER  -  SECOND    CLASS 0
 ES0130
 ES0130.The horizontal coordinates were scaled from a topographic map and have
 ES0130.an estimated accuracy of +/- 6 seconds.
 ES0130
 ES0130.The orthometric height was determined by differential leveling
 ES0130.and adjusted in June 1991.
 ES0130
 ES0130.The geoid height was determined by GEOID03.
 ES0130
 ES0130.The dynamic height is computed by dividing the NAVD 88
 ES0130.geopotential number by the normal gravity value computed on the
 ES0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0130.degrees latitude (g = 980.6199 gals.).
 ES0130
 ES0130.The modeled gravity was interpolated from observed gravity values.
 ES0130
 ES0130;                    North         East    Units  Estimated Accuracy
 ES0130;SPC AZ E     -   359,190.      226,310.      MT  (+/- 180 meters Scaled)
 ES0130
 ES0130                          SUPERSEDED SURVEY CONTROL
 ES0130
 ES0130  NGVD 29 (??/??/92) 1931.412  (m)         6336.64   (f) ADJ UNCH    2 0
 ES0130
 ES0130.Superseded values are not recommended for survey control.
 ES0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0130.See file dsdata.txt to determine how the superseded data were derived.
 ES0130
 ES0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC896891(NAD 83)
 ES0130_MARKER: DB = BENCH MARK DISK
 ES0130_SETTING: 80 = SET IN A BOULDER
 ES0130_SP_SET: BOULDER
 ES0130_STAMPING: Y 147 1960
 ES0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0130+STABILITY: SURFACE MOTION
 ES0130
 ES0130  HISTORY     - Date     Condition        Report By
 ES0130  HISTORY     - 1960     MONUMENTED       CGS
 ES0130  HISTORY     - 1976     MARK NOT FOUND   USGS
 ES0130  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0130
 ES0130                          STATION DESCRIPTION
 ES0130
 ES0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0130'1.05 MI S FROM SHOW LOW.
 ES0130'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0130'SHOW LOW, IN SECTION 21, R 22 E, T 10 N, SET IN THE TOP OF A 2 X 3
 ES0130'FEET BOULDER, 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 1/2
 ES0130'FEET NORTH OF A POWER POLE, 3 1/2 FEET WEST OF A FENCE, ABOUT 6 FEET
 ES0130'BELOW THE HIGHWAY, AND 1 FOOT ABOVE THE GROUND.
 ES0130
 ES0130                          STATION RECOVERY (1976)
 ES0130
 ES0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ES0130'MARK NOT FOUND.
 ES0130
 ES0130                          STATION RECOVERY (1983)
 ES0130
 ES0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0388 ***********************************************************************
 DT0388  DESIGNATION -  Y 149
 DT0388  PID         -  DT0388
 DT0388  STATE/COUNTY-  AZ/GRAHAM
 DT0388  USGS QUAD   -  POINT OF PINES WEST (1967)
 DT0388
 DT0388                         *CURRENT SURVEY CONTROL
 DT0388  ___________________________________________________________________
 DT0388* NAD 83(1986)-  33 16 20.     (N)    109 51 10.     (W)     SCALED    
 DT0388* NAVD 88     -      1549.131  (meters)    5082.44   (feet)  ADJUSTED  
 DT0388  ___________________________________________________________________
 DT0388  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DT0388  DYNAMIC HT  -        1546.828 (meters)    5074.88  (feet)  COMP
 DT0388  MODELED GRAV-     979,096.8   (mgal)                       NAVD 88
 DT0388
 DT0388  VERT ORDER  -  SECOND    CLASS 0
 DT0388
 DT0388.The horizontal coordinates were scaled from a topographic map and have
 DT0388.an estimated accuracy of +/- 6 seconds.
 DT0388
 DT0388.The orthometric height was determined by differential leveling
 DT0388.and adjusted in June 1991.
 DT0388
 DT0388.The geoid height was determined by GEOID03.
 DT0388
 DT0388.The dynamic height is computed by dividing the NAVD 88
 DT0388.geopotential number by the normal gravity value computed on the
 DT0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0388.degrees latitude (g = 980.6199 gals.).
 DT0388
 DT0388.The modeled gravity was interpolated from observed gravity values.
 DT0388
 DT0388;                    North         East    Units  Estimated Accuracy
 DT0388;SPC AZ E     -   251,980.      242,600.      MT  (+/- 180 meters Scaled)
 DT0388
 DT0388                          SUPERSEDED SURVEY CONTROL
 DT0388
 DT0388  NGVD 29 (??/??/92) 1548.378  (m)         5079.97   (f) ADJ UNCH    2 0
 DT0388
 DT0388.Superseded values are not recommended for survey control.
 DT0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0388.See file dsdata.txt to determine how the superseded data were derived.
 DT0388
 DT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB068820(NAD 83)
 DT0388_MARKER: DB = BENCH MARK DISK
 DT0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0388_STAMPING: Y 149 1935
 DT0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0388+STABILITY: SURFACE MOTION
 DT0388
 DT0388  HISTORY     - Date     Condition        Report By
 DT0388  HISTORY     - 1935     MONUMENTED       CGS
 DT0388  HISTORY     - 1952     GOOD             USGS
 DT0388
 DT0388                          STATION DESCRIPTION
 DT0388
 DT0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0388'13.5 MI SE FROM ASH CREEK RANCH.
 DT0388'13.5 MI. SE ALONG ROAD TO HAT RANCH. 0.9 MI. W OF ARSENIC TUBS AND 66
 DT0388'FT. S OF CENTERLINE OF ROAD.
 DT0388
 DT0388                          STATION RECOVERY (1952)
 DT0388
 DT0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 DT0388'0.7 MILE NORTHWEST ALONG A TRACK ROAD FROM ARSENIC TUBS RANCH
 DT0388'HEADQUARTERS, ABOUT 200 YARDS NORTHEAST OF A TELEPHONE LINE, 78 FEET
 DT0388'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.7 FEET SOUTHEAST OF A
 DT0388'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 DT0388'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0118 ***********************************************************************
 DU0118  DESIGNATION -  Y 15
 DU0118  PID         -  DU0118
 DU0118  STATE/COUNTY-  AZ/GRAHAM
 DU0118  USGS QUAD   -  DEWEY FLAT (1989)
 DU0118
 DU0118                         *CURRENT SURVEY CONTROL
 DU0118  ___________________________________________________________________
 DU0118* NAD 83(1986)-  33 12 20.     (N)    110 16 13.     (W)     SCALED    
 DU0118* NAVD 88     -       775.149  (meters)    2543.13   (feet)  ADJUSTED  
 DU0118  ___________________________________________________________________
 DU0118  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU0118  DYNAMIC HT  -         774.112 (meters)    2539.73  (feet)  COMP
 DU0118  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 DU0118
 DU0118  VERT ORDER  -  FIRST     CLASS II
 DU0118
 DU0118.The horizontal coordinates were scaled from a topographic map and have
 DU0118.an estimated accuracy of +/- 6 seconds.
 DU0118
 DU0118.The orthometric height was determined by differential leveling
 DU0118.and adjusted in June 1991.
 DU0118
 DU0118.The geoid height was determined by GEOID03.
 DU0118
 DU0118.The dynamic height is computed by dividing the NAVD 88
 DU0118.geopotential number by the normal gravity value computed on the
 DU0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0118.degrees latitude (g = 980.6199 gals.).
 DU0118
 DU0118.The modeled gravity was interpolated from observed gravity values.
 DU0118
 DU0118;                    North         East    Units  Estimated Accuracy
 DU0118;SPC AZ E     -   244,550.      203,700.      MT  (+/- 180 meters Scaled)
 DU0118
 DU0118                          SUPERSEDED SURVEY CONTROL
 DU0118
 DU0118  NGVD 29 (??/??/92)  774.582  (m)         2541.27   (f) ADJ UNCH    1 2
 DU0118
 DU0118.Superseded values are not recommended for survey control.
 DU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0118.See file dsdata.txt to determine how the superseded data were derived.
 DU0118
 DU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB680743(NAD 83)
 DU0118_MARKER: DB = BENCH MARK DISK
 DU0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0118_SP_SET: CULVERT
 DU0118_STAMPING: 2541.274 Y 15 1933
 DU0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0118
 DU0118  HISTORY     - Date     Condition        Report By
 DU0118  HISTORY     - 1933     MONUMENTED       CGS
 DU0118
 DU0118                          STATION DESCRIPTION
 DU0118
 DU0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0118'12.1 MI NW FROM BYLAS.
 DU0118'ON SOUTHERN PACIFIC RIGHT OF WAY, 400 FEET SOUTHWEST OF MILEPOST 1182,
 DU0118'12 FEET SOUTHEAST OF RAILROAD CENTER-LINE, ON CONCRETE HEAD-WALL OF
 DU0118'RAILROAD CULVERT MARKED 1182.08.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0244 ***********************************************************************
 DU0244  DESIGNATION -  Y 16
 DU0244  PID         -  DU0244
 DU0244  STATE/COUNTY-  AZ/GILA
 DU0244  USGS QUAD   -  GLOBE (1982)
 DU0244
 DU0244                         *CURRENT SURVEY CONTROL
 DU0244  ___________________________________________________________________
 DU0244* NAD 83(1986)-  33 26 48.     (N)    110 49 08.     (W)     SCALED    
 DU0244* NAVD 88     -       997.535  (meters)    3272.75   (feet)  ADJUSTED  
 DU0244  ___________________________________________________________________
 DU0244  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DU0244  DYNAMIC HT  -         996.192 (meters)    3268.34  (feet)  COMP
 DU0244  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 DU0244
 DU0244  VERT ORDER  -  FIRST     CLASS II
 DU0244
 DU0244.The horizontal coordinates were scaled from a topographic map and have
 DU0244.an estimated accuracy of +/- 6 seconds.
 DU0244
 DU0244.The orthometric height was determined by differential leveling
 DU0244.and adjusted in June 1991.
 DU0244
 DU0244.The geoid height was determined by GEOID03.
 DU0244
 DU0244.The dynamic height is computed by dividing the NAVD 88
 DU0244.geopotential number by the normal gravity value computed on the
 DU0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0244.degrees latitude (g = 980.6199 gals.).
 DU0244
 DU0244.The modeled gravity was interpolated from observed gravity values.
 DU0244
 DU0244;                    North         East    Units  Estimated Accuracy
 DU0244;SPC AZ E     -   271,480.      152,720.      MT  (+/- 180 meters Scaled)
 DU0244
 DU0244                          SUPERSEDED SURVEY CONTROL
 DU0244
 DU0244  NGVD 29 (??/??/92)  996.919  (m)         3270.73   (f) ADJ UNCH    1 2
 DU0244
 DU0244.Superseded values are not recommended for survey control.
 DU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0244.See file dsdata.txt to determine how the superseded data were derived.
 DU0244
 DU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC168008(NAD 83)
 DU0244_MARKER: DB = BENCH MARK DISK
 DU0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0244_SP_SET: DECK
 DU0244_STAMPING: 3270.725 Y 16 1933
 DU0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0244+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DU0244
 DU0244  HISTORY     - Date     Condition        Report By
 DU0244  HISTORY     - 1933     MONUMENTED       CGS
 DU0244  HISTORY     - 20081114 GOOD             GEOCAC
 DU0244
 DU0244                          STATION DESCRIPTION
 DU0244
 DU0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0244'4.3 MI NW FROM GLOBE.
 DU0244'4.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0244'STATION AT GLOBE, 0.3 MILE SOUTH OF RADIUM SIDING, 0.2 MILE NORTH OF A
 DU0244'LIMESTONE QUARRY, 3 1/2 POLES SOUTHEAST OF MILEPOST 1226, AT A
 DU0244'CONCRETE CULVERT, IN THE TOP OF THE CONCRETE DECK, 1 FOOT EAST OF THE
 DU0244'WEST END OF THE DECK AND 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DU0244'TRACK.
 DU0244
 DU0244                          STATION RECOVERY (2008)
 DU0244
 DU0244'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0244'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DU0244'THE DESCRIPTION - THE MARK IS 1.5 FEET SOUTHEAST OF THE NORTHWEST EDGE
 DU0244'OF THE DECK AND 1.0 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE DECK.
 DU0244'HANDHELD COORDINATES
 DU0244'33 26 47.3 (N)   110 49 07.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0279 ***********************************************************************
 DU0279  HT_MOD      -  This is a Height Modernization Survey Station.
 DU0279  DESIGNATION -  Y 17
 DU0279  PID         -  DU0279
 DU0279  STATE/COUNTY-  AZ/GILA
 DU0279  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU0279
 DU0279                         *CURRENT SURVEY CONTROL
 DU0279  ___________________________________________________________________
 DU0279* NAD 83(2007)-  33 11 19.99619(N)    110 48 52.14934(W)     ADJUSTED  
 DU0279* NAVD 88     -      1132.31   (meters)    3714.9    (feet)  GPS OBS   
 DU0279  ___________________________________________________________________
 DU0279  EPOCH DATE  -        2007.00
 DU0279  X           -  -1,898,940.627 (meters)                     COMP
 DU0279  Y           -  -4,995,191.718 (meters)                     COMP
 DU0279  Z           -   3,472,113.604 (meters)                     COMP
 DU0279  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 DU0279  ELLIP HEIGHT-        1104.571 (meters)          (02/10/07) ADJUSTED
 DU0279  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DU0279
 DU0279  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DU0279  Type    PID    Designation                      North   East  Ellip
 DU0279  -------------------------------------------------------------------
 DU0279  NETWORK DU0279 Y 17                              0.57   0.45   1.33
 DU0279  -------------------------------------------------------------------
 DU0279
 DU0279.The horizontal coordinates were established by GPS observations
 DU0279.and adjusted by the National Geodetic Survey in February 2007.
 DU0279
 DU0279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DU0279.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DU0279.The horizontal coordinates are valid at the epoch date displayed above.
 DU0279.The epoch date for horizontal control is a decimal equivalence
 DU0279.of Year/Month/Day.
 DU0279
 DU0279.The orthometric height was determined by GPS observations and a
 DU0279.high-resolution geoid model.
 DU0279.The orthometric height was determined by GPS observations and a
 DU0279.high-resolution geoid model using precise GPS observation and
 DU0279.processing techniques.
 DU0279
 DU0279.Photographs are available for this station.
 DU0279
 DU0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DU0279
 DU0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU0279
 DU0279.The ellipsoidal height was determined by GPS observations
 DU0279.and is referenced to NAD 83.
 DU0279
 DU0279.The geoid height was determined by GEOID03.
 DU0279
 DU0279;                    North         East     Units Scale Factor Converg.
 DU0279;SPC AZ E     -   242,885.205   152,954.059   MT  0.99994497   -0 21 16.7
 DU0279;SPC AZ E     -   796,867.47    501,817.78   iFT  0.99994497   -0 21 16.7
 DU0279;UTM  12      - 3,672,242.709   517,292.943   MT  0.99960369   +0 06 05.6
 DU0279
 DU0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU0279!SPC AZ E     -   0.99982661  x   0.99994497  =   0.99977159
 DU0279!UTM  12      -   0.99982661  x   0.99960369  =   0.99943037
 DU0279
 DU0279                          SUPERSEDED SURVEY CONTROL
 DU0279
 DU0279  NAD 83(1992)-  33 11 19.99601(N)    110 48 52.14902(W) AD(       ) A
 DU0279  ELLIP H (03/01/04) 1104.582  (m)                       GP(       ) 4 1
 DU0279  NGVD 29 (??/??/92) 1131.631  (m)         3712.69   (f) ADJ UNCH    2 0
 DU0279
 DU0279.Superseded values are not recommended for survey control.
 DU0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0279.See file dsdata.txt to determine how the superseded data were derived.
 DU0279
 DU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB1729372243(NAD 83)
 DU0279_MARKER: DD = SURVEY DISK
 DU0279_SETTING: 66 = SET IN ROCK OUTCROP
 DU0279_SP_SET: ROCK OUTCROP
 DU0279_STAMPING: Y 17 1933
 DU0279_MARK LOGO: CGS   
 DU0279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DU0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0279+STABILITY: POSITION/ELEVATION WELL
 DU0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0279+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DU0279
 DU0279  HISTORY     - Date     Condition        Report By
 DU0279  HISTORY     - 1933     MONUMENTED       CGS
 DU0279  HISTORY     - 20030407 GOOD             AZ-007
 DU0279  HISTORY     - 20030814 GOOD             AZ-007
 DU0279  HISTORY     - 20040401 GOOD             AZ-007
 DU0279
 DU0279                          STATION DESCRIPTION
 DU0279
 DU0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0279'6.0 MI SE FROM GLOBE.
 DU0279'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 70 FROM GLOBE, THENCE 15.7
 DU0279'MILES SOUTH ALONG STATE HIGHWAY 77.  21.7 MILES NORTH OF WINKELMAN,
 DU0279'1.8 MILES SOUTHWEST OF THE ANDERSON RANCH HOUSE, NEAR THE BASE OF A
 DU0279'ROCKY SOUTH SLOPE COVERED WITH CENTURY PLANTS, 45 YARDS NORTH OF THE
 DU0279'WEST EDGE AND LOWEST POINT ON A LONG CURVE BETWEEN TWO GRADES, 60 FEET
 DU0279'WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A
 DU0279'SEDIMENTARY ROCK OUTCROP MARKED BY A CEMENTED ROCK.  NOTE-- 3.4 MILES
 DU0279'SOUTHEAST OF POST OFFICE ALONG FEDERAL HIGHWAY 70 FROM GLOBE.  THENCE
 DU0279'13.3 MILES SOUTH ALONG STATE HIGHWAY 77 TO SIDE ROAD ON RIGHT (OLD
 DU0279'HIGHWAY).  THENCE 1.4 MILES ALONG OLD HIGHWAY.
 DU0279
 DU0279                          STATION RECOVERY (2003)
 DU0279
 DU0279'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003 (TH)
 DU0279'14.4 MILES (24KM) SOUTH OF THE INTERSECTION OF US 70 AND AZ77. AT
 DU0279'MILEPOAST 157.5 THERE IS A TURNOUT ON THE WEST SIDE OF THE ROAD. GO
 DU0279'THROUGH THE BARBED WIRE GATE AT THE BACK OF THE TURNOUT AND STAY LEFT
 DU0279'AT THE 'Y' IN THE DIRT ROAD. GO 1.4 MILES (2.3KM) BACK. MARK IS
 DU0279'LOCATED AS DESCRIBED ON THE SOUTHERN FACING SLOPE. 4-WHEEL DRIVE IS
 DU0279'STRONGLY RECOMMENDED.
 DU0279
 DU0279                          STATION RECOVERY (2003)
 DU0279
 DU0279'RECOVERY NOTE BY GILA COUNTY ARIZONA 2003
 DU0279'RECOVERED IN GOOD CONDITION.
 DU0279
 DU0279                          STATION RECOVERY (2004)
 DU0279
 DU0279'RECOVERY NOTE BY GILA COUNTY ARIZONA 2004
 DU0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0300 ***********************************************************************
 CZ0300  DESIGNATION -  Y 18
 CZ0300  PID         -  CZ0300
 CZ0300  STATE/COUNTY-  AZ/PINAL
 CZ0300  USGS QUAD   -  MAMMOTH (1972)
 CZ0300
 CZ0300                         *CURRENT SURVEY CONTROL
 CZ0300  ___________________________________________________________________
 CZ0300* NAD 83(1986)-  32 38 56.     (N)    110 43 56.     (W)     SCALED    
 CZ0300* NAVD 88     -      1244.69   (+/-2cm)    4083.6    (feet)  VERTCON   
 CZ0300  ___________________________________________________________________
 CZ0300  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CZ0300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0300
 CZ0300.The horizontal coordinates were scaled from a topographic map and have
 CZ0300.an estimated accuracy of +/- 6 seconds.
 CZ0300
 CZ0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0300.The vertical order pertains to the NGVD 29 superseded value.
 CZ0300
 CZ0300.The geoid height was determined by GEOID03.
 CZ0300
 CZ0300;                    North         East    Units  Estimated Accuracy
 CZ0300;SPC AZ C     -   183,440.      324,480.      MT  (+/- 180 meters Scaled)
 CZ0300
 CZ0300                          SUPERSEDED SURVEY CONTROL
 CZ0300
 CZ0300  NGVD 29 (??/??/92) 1243.956  (m)         4081.21   (f) ADJ UNCH    2 0
 CZ0300
 CZ0300.Superseded values are not recommended for survey control.
 CZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0300.See file dsdata.txt to determine how the superseded data were derived.
 CZ0300
 CZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB251123(NAD 83)
 CZ0300_MARKER: DB = BENCH MARK DISK
 CZ0300_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0300_SP_SET: GRANITE OUTCROP
 CZ0300_STAMPING: 4081.301 Y 18 1933
 CZ0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0300+STABILITY: POSITION/ELEVATION WELL
 CZ0300
 CZ0300  HISTORY     - Date     Condition        Report By
 CZ0300  HISTORY     - 1933     MONUMENTED       CGS
 CZ0300  HISTORY     - 1934     GOOD             NGS
 CZ0300
 CZ0300                          STATION DESCRIPTION
 CZ0300
 CZ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0300'4.1 MI NE FROM ORACLE.
 CZ0300'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY,
 CZ0300'ON A WEST SLOPE ON THE NORTH SIDE OF THE FIRST RAVINE NORTH OF A SHARP
 CZ0300'CURVE, 62 YARDS SOUTHWEST OF A LOW POLE AT THE HEAD OF THE RAVINE, 45
 CZ0300'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A 3-FOOT
 CZ0300'GRANITE OUTCROP, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET LOWER
 CZ0300'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4081.301 Y 18 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0369 ***********************************************************************
 DU0369  DESIGNATION -  Y 19
 DU0369  PID         -  DU0369
 DU0369  STATE/COUNTY-  AZ/GILA
 DU0369  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0369
 DU0369                         *CURRENT SURVEY CONTROL
 DU0369  ___________________________________________________________________
 DU0369* NAD 83(1986)-  33 41 48.     (N)    111 11 17.     (W)     SCALED    
 DU0369* NAVD 88     -       692.656  (meters)    2272.49   (feet)  ADJUSTED  
 DU0369  ___________________________________________________________________
 DU0369  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU0369  DYNAMIC HT  -         691.776 (meters)    2269.60  (feet)  COMP
 DU0369  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 DU0369
 DU0369  VERT ORDER  -  FIRST     CLASS II
 DU0369
 DU0369.The horizontal coordinates were scaled from a topographic map and have
 DU0369.an estimated accuracy of +/- 6 seconds.
 DU0369
 DU0369.The orthometric height was determined by differential leveling
 DU0369.and adjusted in June 1991.
 DU0369
 DU0369.The geoid height was determined by GEOID03.
 DU0369
 DU0369.The dynamic height is computed by dividing the NAVD 88
 DU0369.geopotential number by the normal gravity value computed on the
 DU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0369.degrees latitude (g = 980.6199 gals.).
 DU0369
 DU0369.The modeled gravity was interpolated from observed gravity values.
 DU0369
 DU0369;                    North         East    Units  Estimated Accuracy
 DU0369;SPC AZ E     -   299,480.      118,670.      MT  (+/- 180 meters Scaled)
 DU0369
 DU0369                          SUPERSEDED SURVEY CONTROL
 DU0369
 DU0369  NGVD 29 (??/??/92)  692.058  (m)         2270.53   (f) ADJ UNCH    1 2
 DU0369
 DU0369.Superseded values are not recommended for survey control.
 DU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0369.See file dsdata.txt to determine how the superseded data were derived.
 DU0369
 DU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC825285(NAD 83)
 DU0369_MARKER: DB = BENCH MARK DISK
 DU0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0369_STAMPING: 2270.527 Y 19 1933
 DU0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0369+STABILITY: SURFACE MOTION
 DU0369
 DU0369  HISTORY     - Date     Condition        Report By
 DU0369  HISTORY     - 1933     MONUMENTED       CGS
 DU0369  HISTORY     - 1963     GOOD             NGS
 DU0369
 DU0369                          STATION DESCRIPTION
 DU0369
 DU0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0369'5.2 MI NW FROM ROOSEVELT.
 DU0369'5.2 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO PAYSON FROM THE POST
 DU0369'OFFICE AT ROOSEVELT, GILA COUNTY, 250 YARDS EAST OF THE SUMMIT OF A
 DU0369'GRADE PASSING THROUGH A PROMINENT SADDLE-BACK, ON A SLOPE BETWEEN TWO
 DU0369'RAVINES, AND 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 DU0369'STANDARD DISK, STAMPED 2270.527 Y 19 1933 AND SET IN THE TOP OF A
 DU0369'CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0370 ***********************************************************************
 DU0370  DESIGNATION -  Y 19 RESET
 DU0370  PID         -  DU0370
 DU0370  STATE/COUNTY-  AZ/GILA
 DU0370  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0370
 DU0370                         *CURRENT SURVEY CONTROL
 DU0370  ___________________________________________________________________
 DU0370* NAD 83(1986)-  33 41 48.     (N)    111 11 17.     (W)     SCALED    
 DU0370* NAVD 88     -       691.44   (meters)    2268.5    (feet)  RESET     
 DU0370  ___________________________________________________________________
 DU0370  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DU0370  VERT ORDER  -  THIRD
 DU0370
 DU0370.The horizontal coordinates were scaled from a topographic map and have
 DU0370.an estimated accuracy of +/- 6 seconds.
 DU0370
 DU0370.The orthometric height was computed from unverified reset data.
 DU0370
 DU0370.The geoid height was determined by GEOID03.
 DU0370
 DU0370;                    North         East    Units  Estimated Accuracy
 DU0370;SPC AZ E     -   299,480.      118,670.      MT  (+/- 180 meters Scaled)
 DU0370
 DU0370                          SUPERSEDED SURVEY CONTROL
 DU0370
 DU0370  NGVD 29 (03/28/06)  690.85   (m)         2266.6    (f) RESET       3  
 DU0370
 DU0370.Superseded values are not recommended for survey control.
 DU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0370.See file dsdata.txt to determine how the superseded data were derived.
 DU0370
 DU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC825285(NAD 83)
 DU0370_MARKER: DB = BENCH MARK DISK
 DU0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0370_STAMPING: Y 19 RESET 1974
 DU0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0370+STABILITY: SURFACE MOTION
 DU0370
 DU0370  HISTORY     - Date     Condition        Report By
 DU0370  HISTORY     - 1974     MONUMENTED       NGS
 DU0370  HISTORY     - 1983     MARK NOT FOUND   NGS
 DU0370
 DU0370                          STATION DESCRIPTION
 DU0370
 DU0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DU0370'5.2 MI NW FROM ROOSEVELT.
 DU0370'5.2 MILES NORTHWEST ALONG GILA COUNTY HIGHWAY 188 FROM THE POST OFFICE
 DU0370'IN ROOSEVELT, 250 YARDS EAST OF THE SUMMIT OF A GRADE PASSING THROUGH
 DU0370'A PROMINENT SADDLE BACK, ON A SLOPE BETWEEN TWO RAVINES, ABOUT 100
 DU0370'YARDS NORTH OF A DEEP HIGHWAY FILL, 85 YARDS SOUTHEAST OF A LONE
 DU0370'SAGUERO WHICH IS ON THE WEST SIDE OF THE ROAD, 79 FEET EAST OF THE
 DU0370'CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A WITNESS POST AND SIGN. A 12
 DU0370'INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 DU0370
 DU0370                          STATION RECOVERY (1983)
 DU0370
 DU0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0370'NOT RECOVERED. CONCRETE POST FOUND BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0076 ***********************************************************************
 FR0076  DESIGNATION -  Y 2
 FR0076  PID         -  FR0076
 FR0076  STATE/COUNTY-  AZ/COCONINO
 FR0076  USGS QUAD   -  WILLIAMS NORTH (1989)
 FR0076
 FR0076                         *CURRENT SURVEY CONTROL
 FR0076  ___________________________________________________________________
 FR0076* NAD 83(1986)-  35 15 04.     (N)    112 11 31.     (W)     SCALED    
 FR0076* NAVD 88     -      2063.570  (meters)    6770.23   (feet)  ADJUSTED  
 FR0076  ___________________________________________________________________
 FR0076  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FR0076  DYNAMIC HT  -        2060.687 (meters)    6760.77  (feet)  COMP
 FR0076  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 FR0076
 FR0076  VERT ORDER  -  FIRST     CLASS II
 FR0076
 FR0076.The horizontal coordinates were scaled from a topographic map and have
 FR0076.an estimated accuracy of +/- 6 seconds.
 FR0076
 FR0076.The orthometric height was determined by differential leveling
 FR0076.and adjusted in June 1991.
 FR0076
 FR0076.The geoid height was determined by GEOID03.
 FR0076
 FR0076.The dynamic height is computed by dividing the NAVD 88
 FR0076.geopotential number by the normal gravity value computed on the
 FR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0076.degrees latitude (g = 980.6199 gals.).
 FR0076
 FR0076.The modeled gravity was interpolated from observed gravity values.
 FR0076
 FR0076;                    North         East    Units  Estimated Accuracy
 FR0076;SPC AZ C     -   471,470.      188,310.      MT  (+/- 180 meters Scaled)
 FR0076
 FR0076                          SUPERSEDED SURVEY CONTROL
 FR0076
 FR0076  NGVD 29 (??/??/92) 2062.596  (m)         6767.03   (f) ADJ UNCH    1 2
 FR0076
 FR0076.Superseded values are not recommended for survey control.
 FR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0076.See file dsdata.txt to determine how the superseded data were derived.
 FR0076
 FR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE915015(NAD 83)
 FR0076_MARKER: DB = BENCH MARK DISK
 FR0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0076_SP_SET: BUILDING
 FR0076_STAMPING: ELEVV. 6767.034 FT
 FR0076_MARK LOGO: CGS   
 FR0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FR0076+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 FR0076
 FR0076  HISTORY     - Date     Condition        Report By
 FR0076  HISTORY     - UNK      MONUMENTED       CGS
 FR0076  HISTORY     - 1955     GOOD             NGS
 FR0076  HISTORY     - 1958     GOOD             NGS
 FR0076  HISTORY     - 1982     GOOD             NGS
 FR0076  HISTORY     - 20060510 GOOD             GEOCAC
 FR0076
 FR0076                          STATION DESCRIPTION
 FR0076
 FR0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FR0076'IN WILLIAMS.
 FR0076'AT WILLIAMS, COCONINO COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 FR0076'RAILWAY STATION, AT THE SOUTHEAST CORNER OF THE OLD NEWSSTAND SECTION,
 FR0076'2.1 FEET WEST OF THE CORNER, 4.8 FEET ABOVE THE PLATFORM, AND 10 YARDS
 FR0076'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED
 FR0076'ELEV. 6767.034 FT. AND SET VERTICALLY.
 FR0076
 FR0076                          STATION RECOVERY (1958)
 FR0076
 FR0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FR0076'RECOVERED IN GOOD CONDITION.
 FR0076
 FR0076                          STATION RECOVERY (1982)
 FR0076
 FR0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0076'RECOVERED IN GOOD CONDITION. NOTE--THE DISK IS NOT STAMPED.
 FR0076
 FR0076                          STATION RECOVERY (2006)
 FR0076
 FR0076'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 FR0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0278 ***********************************************************************
 ES0278  DESIGNATION -  Y 20
 ES0278  PID         -  ES0278
 ES0278  STATE/COUNTY-  AZ/GILA
 ES0278  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0278
 ES0278                         *CURRENT SURVEY CONTROL
 ES0278  ___________________________________________________________________
 ES0278* NAD 83(1986)-  34 11 20.     (N)    111 19 50.     (W)     SCALED    
 ES0278* NAVD 88     -      1456.848  (meters)    4779.68   (feet)  ADJUSTED  
 ES0278  ___________________________________________________________________
 ES0278  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES0278  DYNAMIC HT  -        1454.893 (meters)    4773.26  (feet)  COMP
 ES0278  MODELED GRAV-     979,241.9   (mgal)                       NAVD 88
 ES0278
 ES0278  VERT ORDER  -  FIRST     CLASS II
 ES0278
 ES0278.The horizontal coordinates were scaled from a topographic map and have
 ES0278.an estimated accuracy of +/- 6 seconds.
 ES0278
 ES0278.The orthometric height was determined by differential leveling
 ES0278.and adjusted in June 1991.
 ES0278
 ES0278.The geoid height was determined by GEOID03.
 ES0278
 ES0278.The dynamic height is computed by dividing the NAVD 88
 ES0278.geopotential number by the normal gravity value computed on the
 ES0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0278.degrees latitude (g = 980.6199 gals.).
 ES0278
 ES0278.The modeled gravity was interpolated from observed gravity values.
 ES0278
 ES0278;                    North         East    Units  Estimated Accuracy
 ES0278;SPC AZ E     -   354,220.      106,080.      MT  (+/- 180 meters Scaled)
 ES0278
 ES0278                          SUPERSEDED SURVEY CONTROL
 ES0278
 ES0278  NGVD 29 (??/??/92) 1456.156  (m)         4777.41   (f) ADJ UNCH    1 2
 ES0278
 ES0278.Superseded values are not recommended for survey control.
 ES0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0278.See file dsdata.txt to determine how the superseded data were derived.
 ES0278
 ES0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC695831(NAD 83)
 ES0278_MARKER: DB = BENCH MARK DISK
 ES0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0278_STAMPING: 4777.405 Y 20 1933
 ES0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0278+STABILITY: SURFACE MOTION
 ES0278
 ES0278  HISTORY     - Date     Condition        Report By
 ES0278  HISTORY     - 1933     MONUMENTED       CGS
 ES0278  HISTORY     - 1972     GOOD             USGS
 ES0278  HISTORY     - 20080608 MARK NOT FOUND   GEOCAC
 ES0278
 ES0278                          STATION DESCRIPTION
 ES0278
 ES0278'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0278'3.7 MI S FROM PAYSON.
 ES0278'PAYSON POST OFFICE, 0.6 MILE EAST ON MAIN ST., THENCE 3.0 MILES SOUTH
 ES0278'ON HIGHWAY 87 TO SIDE ROAD TO LEFT, THENCE 0.1 MILE SOUTH ON SAID SIDE
 ES0278'ROAD, 47 FEET NORTHWEST OF ROAD CENTERLINE.  A STANDARD USC AND GS
 ES0278'DISK SET IN A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 ES0278
 ES0278                          STATION RECOVERY (2008)
 ES0278
 ES0278'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0278'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ES0278'MARK. APPARENTLY DESTROYED BY ROAD CONSTRUCTION. THE MARK HAS BEEN
 ES0278'RE-SET AS ES0745.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0745 ***********************************************************************
 ES0745  DESIGNATION -  Y 20 RESET
 ES0745  PID         -  ES0745
 ES0745  STATE/COUNTY-  AZ/GILA
 ES0745  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0745
 ES0745                         *CURRENT SURVEY CONTROL
 ES0745  ___________________________________________________________________
 ES0745* NAD 83(1986)-  34 11 18.     (N)    111 19 56.     (W)     SCALED    
 ES0745* NAVD 88     -      1457.703  (meters)    4782.48   (feet)  ADJUSTED  
 ES0745  ___________________________________________________________________
 ES0745  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 ES0745  DYNAMIC HT  -        1455.746 (meters)    4776.06  (feet)  COMP
 ES0745  MODELED GRAV-     979,241.7   (mgal)                       NAVD 88
 ES0745
 ES0745  VERT ORDER  -  FIRST     CLASS II
 ES0745
 ES0745.The horizontal coordinates were scaled from a topographic map and have
 ES0745.an estimated accuracy of +/- 6 seconds.
 ES0745
 ES0745.The orthometric height was determined by differential leveling
 ES0745.and adjusted in June 1991.
 ES0745
 ES0745.The geoid height was determined by GEOID03.
 ES0745
 ES0745.The dynamic height is computed by dividing the NAVD 88
 ES0745.geopotential number by the normal gravity value computed on the
 ES0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0745.degrees latitude (g = 980.6199 gals.).
 ES0745
 ES0745.The modeled gravity was interpolated from observed gravity values.
 ES0745
 ES0745;                    North         East    Units  Estimated Accuracy
 ES0745;SPC AZ E     -   354,160.      105,930.      MT  (+/- 180 meters Scaled)
 ES0745
 ES0745                          SUPERSEDED SURVEY CONTROL
 ES0745
 ES0745.No superseded survey control is available for this station.
 ES0745
 ES0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC693830(NAD 83)
 ES0745_MARKER: DB = BENCH MARK DISK
 ES0745_SETTING: 80 = SET IN A BOULDER
 ES0745_SP_SET: BOULDER
 ES0745_STAMPING: Y 20 RESET 1933 1977
 ES0745_MARK LOGO: NGS   
 ES0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0745+STABILITY: SURFACE MOTION
 ES0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0745+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 ES0745
 ES0745  HISTORY     - Date     Condition        Report By
 ES0745  HISTORY     - 1977     MONUMENTED       AZDT
 ES0745  HISTORY     - 1982     GOOD             NGS
 ES0745  HISTORY     - 20080608 GOOD             GEOCAC
 ES0745
 ES0745                          STATION DESCRIPTION
 ES0745
 ES0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0745'5.1 KM (3.2 MI) SOUTH FROM PAYSON.
 ES0745'5.1 KM (3.2 MI) SOUTH ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF MAIN
 ES0745'STREET IN PAYSON, 74.6 METERS (245 FT) WEST OF THE NORTH BOUND
 ES0745'CENTERLINE, 13.1 METERS (43 FT) EAST OF THE RIGHT OF WAY FENCE.
 ES0745'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 ES0745
 ES0745                          STATION RECOVERY (2008)
 ES0745
 ES0745'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0745'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ES0745'11.335' W111 19'924.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0572 ***********************************************************************
 DU0572  DESIGNATION -  Y 21
 DU0572  PID         -  DU0572
 DU0572  STATE/COUNTY-  AZ/PINAL
 DU0572  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0572
 DU0572                         *CURRENT SURVEY CONTROL
 DU0572  ___________________________________________________________________
 DU0572* NAD 83(1986)-  33 26 29.     (N)    111 30 53.     (W)     SCALED    
 DU0572* NAVD 88     -       577.898  (meters)    1895.99   (feet)  ADJUSTED  
 DU0572  ___________________________________________________________________
 DU0572  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DU0572  DYNAMIC HT  -         577.187 (meters)    1893.65  (feet)  COMP
 DU0572  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 DU0572
 DU0572  VERT ORDER  -  FIRST     CLASS II
 DU0572
 DU0572.The horizontal coordinates were scaled from a topographic map and have
 DU0572.an estimated accuracy of +/- 6 seconds.
 DU0572
 DU0572.The orthometric height was determined by differential leveling
 DU0572.and adjusted in June 1991.
 DU0572
 DU0572.The geoid height was determined by GEOID03.
 DU0572
 DU0572.The dynamic height is computed by dividing the NAVD 88
 DU0572.geopotential number by the normal gravity value computed on the
 DU0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0572.degrees latitude (g = 980.6199 gals.).
 DU0572
 DU0572.The modeled gravity was interpolated from observed gravity values.
 DU0572
 DU0572;                    North         East    Units  Estimated Accuracy
 DU0572;SPC AZ C     -   270,770.      250,730.      MT  (+/- 180 meters Scaled)
 DU0572
 DU0572                          SUPERSEDED SURVEY CONTROL
 DU0572
 DU0572  NGVD 29 (??/??/92)  577.300  (m)         1894.03   (f) ADJ UNCH    1 2
 DU0572
 DU0572.Superseded values are not recommended for survey control.
 DU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0572.See file dsdata.txt to determine how the superseded data were derived.
 DU0572
 DU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC521003(NAD 83)
 DU0572_MARKER: DB = BENCH MARK DISK
 DU0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0572_STAMPING: Y 21 1933
 DU0572_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0572+STABILITY: SURFACE MOTION
 DU0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0572+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2008
 DU0572
 DU0572  HISTORY     - Date     Condition        Report By
 DU0572  HISTORY     - 1933     MONUMENTED       CGS
 DU0572  HISTORY     - 1948     GOOD             NGS
 DU0572  HISTORY     - 1980     GOOD             NGS
 DU0572  HISTORY     - 20040313 GOOD             USPSQD
 DU0572  HISTORY     - 20060211 GOOD             USPSQD
 DU0572  HISTORY     - 20070324 GOOD             USPSQD
 DU0572  HISTORY     - 20081025 GOOD             GEOCAC
 DU0572
 DU0572                          STATION DESCRIPTION
 DU0572
 DU0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0572'2.6 MI NE FROM APACHE JUNCTION.
 DU0572'ABOUT 2.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 88 FROM APACHE
 DU0572'JUNCTION, AT THE JUNCTION OF A T ROAD LEADING SOUTHEAST, 54.5 FEET
 DU0572'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF THE
 DU0572'PROLOMGATION OF THE CENTER LINE OF THE T ROAD, 1.9 FEET SOUTHWEST OF A
 DU0572'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE
 DU0572'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DU0572
 DU0572                          STATION RECOVERY (1980)
 DU0572
 DU0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0572'4.2 KM (2.6 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0572'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, 0.7 KM (0.45 MI) SOUTHWEST OF
 DU0572'HIGHWAY MILEPOST 199, AT A POWER LINE CROSSING THE HIGHWAY TO A
 DU0572'TRANSFORMER POLE, ON THE EXTENDED CENTERLINE OF A ROAD LEADING
 DU0572'SOUTHEAST TO THREE RESIDENCES, 16.6 METERS (54.5 FT) NORTHWEST OF THE
 DU0572'CENTERLINE OF THE HIGHWAY, 27.1 METERS (89.0 FT) SOUTHEAST OF THE
 DU0572'TRANSFORMER POLE, 9.1 METERS (30.0 FT) NORTH OF A POWER POLE, 7.0
 DU0572'METERS (23.0 FT) WEST OF THE CENTER OF A WIRE GATE, 5.5 METERS (18.0
 DU0572'FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 DU0572'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DU0572'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU0572
 DU0572                          STATION RECOVERY (2004)
 DU0572
 DU0572'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DU0572'RECOVERED AS DESCRIBED
 DU0572
 DU0572                          STATION RECOVERY (2006)
 DU0572
 DU0572'RECOVERY NOTE BY US POWER SQUADRON 2006 (JW)
 DU0572'RECOVERED AS DESCRIBED.
 DU0572
 DU0572                          STATION RECOVERY (2007)
 DU0572
 DU0572'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0572'RECOVERED AS DESCRIBED.
 DU0572
 DU0572                          STATION RECOVERY (2008)
 DU0572
 DU0572'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0572'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES
 DU0572'OF N 33 26.486' W 111 30.907'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0259 ***********************************************************************
 DV0259  DESIGNATION -  Y 23
 DV0259  PID         -  DV0259
 DV0259  STATE/COUNTY-  AZ/MARICOPA
 DV0259  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0259
 DV0259                         *CURRENT SURVEY CONTROL
 DV0259  ___________________________________________________________________
 DV0259* NAD 83(1992)-  33 40 42.88989(N)    112 24 02.89254(W)     NO CHECK  
 DV0259* NAVD 88     -       401.471  (meters)    1317.16   (feet)  ADJUSTED  
 DV0259  ___________________________________________________________________
 DV0259  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DV0259  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DV0259  DYNAMIC HT  -         401.003 (meters)    1315.62  (feet)  COMP
 DV0259  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 DV0259
 DV0259  HORZ ORDER  -  SECOND
 DV0259  VERT ORDER  -  FIRST     CLASS II
 DV0259
 DV0259.The horizontal coordinates were established by classical geodetic methods
 DV0259.and adjusted by the National Geodetic Survey in August 1993.
 DV0259.No horizontal observational check was made to the station.
 DV0259
 DV0259.The orthometric height was determined by differential leveling
 DV0259.and adjusted in June 1991.
 DV0259
 DV0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0259
 DV0259.The geoid height was determined by GEOID03.
 DV0259
 DV0259.The dynamic height is computed by dividing the NAVD 88
 DV0259.geopotential number by the normal gravity value computed on the
 DV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0259.degrees latitude (g = 980.6199 gals.).
 DV0259
 DV0259.The modeled gravity was interpolated from observed gravity values.
 DV0259
 DV0259;                    North         East     Units Scale Factor Converg.
 DV0259;SPC AZ C     -   297,110.904   168,469.651   MT  0.99992483   -0 16 06.5
 DV0259;SPC AZ C     -   974,773.31    552,721.95   iFT  0.99992483   -0 16 06.5
 DV0259;UTM  12      - 3,727,398.896   370,148.625   MT  0.99980787   -0 46 36.8
 DV0259
 DV0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0259!SPC AZ C     -   0.99994168  x   0.99992483  =   0.99986652
 DV0259!UTM  12      -   0.99994168  x   0.99980787  =   0.99974957
 DV0259
 DV0259                          SUPERSEDED SURVEY CONTROL
 DV0259
 DV0259  NAD 83(1986)-  33 40 42.88357(N)    112 24 02.89969(W) AD(       ) 2
 DV0259  NGVD 29 (??/??/92)  401.046  (m)         1315.77   (f) ADJ UNCH    1 2
 DV0259
 DV0259.Superseded values are not recommended for survey control.
 DV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0259.See file dsdata.txt to determine how the superseded data were derived.
 DV0259
 DV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7014927399(NAD 83)
 DV0259_MARKER: DB = BENCH MARK DISK
 DV0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0259_STAMPING: Y 23 1933
 DV0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0259+STABILITY: SURFACE MOTION
 DV0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0259+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 DV0259
 DV0259  HISTORY     - Date     Condition        Report By
 DV0259  HISTORY     - 1933     MONUMENTED       CGS
 DV0259  HISTORY     - 1948     GOOD             NGS
 DV0259  HISTORY     - 1981     GOOD             NGS
 DV0259  HISTORY     - 20061004 GOOD             GEOCAC
 DV0259  HISTORY     - 20071102 GOOD             GEOCAC
 DV0259
 DV0259                          STATION DESCRIPTION
 DV0259
 DV0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DV0259'1.2 MI NW FROM BEARDSLEY.
 DV0259'CONCRETE POST, BETWEEN A. T. AND S. F. RY. AND HIGHWAY, 95 FEET
 DV0259'SOUTHWEST OF MILEPOST 168, 60 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DV0259
 DV0259                          STATION RECOVERY (1948)
 DV0259
 DV0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DV0259'RECOVERED IN GOOD CONDITION.
 DV0259
 DV0259                          STATION RECOVERY (1981)
 DV0259
 DV0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0259'RECOVERED IN GOOD CONDITION.
 DV0259
 DV0259                          STATION RECOVERY (2006)
 DV0259
 DV0259'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0259'RECOVERED IN GOOD CONDITION.
 DV0259
 DV0259                          STATION RECOVERY (2007)
 DV0259
 DV0259'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DV0259'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0259'THE DESCRIPTION - THE MARK IS 44 FEET SOUTHWEST OF MILEPOST 168 AND
 DV0259'2.0 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0964 ***********************************************************************
 DV0964  DESIGNATION -  Y 24
 DV0964  PID         -  DV0964
 DV0964  STATE/COUNTY-  AZ/YAVAPAI
 DV0964  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV0964
 DV0964                         *CURRENT SURVEY CONTROL
 DV0964  ___________________________________________________________________
 DV0964* NAD 83(1986)-  33 58 52.     (N)    113 00 12.     (W)     SCALED    
 DV0964* NAVD 88     -       721.79   (+/-2cm)    2368.1    (feet)  VERTCON   
 DV0964  ___________________________________________________________________
 DV0964  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DV0964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0964
 DV0964.The horizontal coordinates were scaled from a topographic map and have
 DV0964.an estimated accuracy of +/- 6 seconds.
 DV0964
 DV0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0964.The vertical order pertains to the NGVD 29 superseded value.
 DV0964
 DV0964.The geoid height was determined by GEOID03.
 DV0964
 DV0964;                    North         East    Units  Estimated Accuracy
 DV0964;SPC AZ C     -   331,090.      112,950.      MT  (+/- 180 meters Scaled)
 DV0964
 DV0964                          SUPERSEDED SURVEY CONTROL
 DV0964
 DV0964  NGVD 29 (??/??/92)  721.097  (m)         2365.80   (f) ADJ UNCH    2 0
 DV0964
 DV0964.Superseded values are not recommended for survey control.
 DV0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0964.See file dsdata.txt to determine how the superseded data were derived.
 DV0964
 DV0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC149618(NAD 83)
 DV0964_MARKER: DB = BENCH MARK DISK
 DV0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0964_STAMPING: Y 24 1933
 DV0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0964+STABILITY: SURFACE MOTION
 DV0964
 DV0964  HISTORY     - Date     Condition        Report By
 DV0964  HISTORY     - 1933     MONUMENTED       CGS
 DV0964  HISTORY     - 1934     GOOD             NGS
 DV0964
 DV0964                          STATION DESCRIPTION
 DV0964
 DV0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0964'10.3 MI E FROM AGUILA.
 DV0964'IN YAVAPAI COUNTY, 10.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND
 DV0964'SANTA FE RAILWAY FROM AGUILA, MARICOPA COUNTY, 2.5 MILES EAST OF THE
 DV0964'SIDING AT FOREPAUGH, 45 FEET NORTH OF MILEPOST 12, AND 90 FEET NORTH
 DV0964'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 24 1933
 DV0964'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0398 ***********************************************************************
 ET0398  DESIGNATION -  Y 25
 ET0398  PID         -  ET0398
 ET0398  STATE/COUNTY-  AZ/YAVAPAI
 ET0398  USGS QUAD   -  CONGRESS (1969)
 ET0398
 ET0398                         *CURRENT SURVEY CONTROL
 ET0398  ___________________________________________________________________
 ET0398* NAD 83(1986)-  34 11 53.     (N)    112 49 56.     (W)     SCALED    
 ET0398* NAVD 88     -       954.805  (meters)    3132.56   (feet)  POSTED    
 ET0398  ___________________________________________________________________
 ET0398  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 ET0398  DYNAMIC HT  -         953.610 (meters)    3128.64  (feet)  COMP
 ET0398  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 ET0398
 ET0398  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0398
 ET0398.The horizontal coordinates were scaled from a topographic map and have
 ET0398.an estimated accuracy of +/- 6 seconds.
 ET0398
 ET0398.The orthometric height was determined by differential leveling
 ET0398.and adjusted in November 2005.
 ET0398.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0398.rate of 1.1 thru 2.0 mm/km.
 ET0398
 ET0398.The geoid height was determined by GEOID03.
 ET0398
 ET0398.The dynamic height is computed by dividing the NAVD 88
 ET0398.geopotential number by the normal gravity value computed on the
 ET0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0398.degrees latitude (g = 980.6199 gals.).
 ET0398
 ET0398.The modeled gravity was interpolated from observed gravity values.
 ET0398
 ET0398;                    North         East    Units  Estimated Accuracy
 ET0398;SPC AZ C     -   355,000.      128,980.      MT  (+/- 180 meters Scaled)
 ET0398
 ET0398                          SUPERSEDED SURVEY CONTROL
 ET0398
 ET0398  NGVD 29 (??/??/92)  954.125  (m)         3130.33   (f) ADJ UNCH    2 0
 ET0398
 ET0398.Superseded values are not recommended for survey control.
 ET0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0398.See file dsdata.txt to determine how the superseded data were derived.
 ET0398
 ET0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC311856(NAD 83)
 ET0398_MARKER: DB = BENCH MARK DISK
 ET0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0398_SP_SET: CULVERT
 ET0398_STAMPING: Y 25 1933
 ET0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0398
 ET0398  HISTORY     - Date     Condition        Report By
 ET0398  HISTORY     - 1933     MONUMENTED       CGS
 ET0398  HISTORY     - 20080526 MARK NOT FOUND   GEOCAC
 ET0398
 ET0398                          STATION DESCRIPTION
 ET0398
 ET0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0398'3.5 MI N FROM CONGRESS JUNCTION.
 ET0398'ON A.T. AND S.F. RIGHT OF WAY, 0.7 MILES SOUTH OF ABANDONED MARTINEZ
 ET0398'PUMP HOUSE, 300 FEET SOUTH OF MILEPOST 120, 400 FEET WEST AND ACROSS
 ET0398'CREEK FROM FARM HOUSE, ON TOP OF NORTH END OF WESTERLY CONCRETE
 ET0398'HEADWALL OF RAILROAD CULVERT NO. A-121.
 ET0398
 ET0398                          STATION RECOVERY (2008)
 ET0398
 ET0398'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0398'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 ET0398'MARK. THE DESCRIBED CULVERT WAS LOCATED, BUT THE NORTH END OF THE
 ET0398'WESTERN HEADWALL HAS BEEN BROKEN OFF. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0431 ***********************************************************************
 GR0431  DESIGNATION -  Y 253
 GR0431  PID         -  GR0431
 GR0431  STATE/COUNTY-  AZ/MOHAVE
 GR0431  USGS QUAD   -  BONELLI BAY (1983)
 GR0431
 GR0431                         *CURRENT SURVEY CONTROL
 GR0431  ___________________________________________________________________
 GR0431* NAD 83(1986)-  36 00 31.     (N)    114 28 20.     (W)     SCALED    
 GR0431* NAVD 88     -       418.644  (meters)    1373.50   (feet)  POSTED    
 GR0431  ___________________________________________________________________
 GR0431  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR0431  DYNAMIC HT  -         418.230 (meters)    1372.14  (feet)  COMP
 GR0431  MODELED GRAV-     979,630.9   (mgal)                       NAVD 88
 GR0431
 GR0431  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0431
 GR0431.The horizontal coordinates were scaled from a topographic map and have
 GR0431.an estimated accuracy of +/- 6 seconds.
 GR0431
 GR0431.The orthometric height was determined by differential leveling
 GR0431.and adjusted by the  in 1992.
 GR0431.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0431.rate of 1.1 thru 2.0 mm/km.
 GR0431
 GR0431.The geoid height was determined by GEOID03.
 GR0431
 GR0431.The dynamic height is computed by dividing the NAVD 88
 GR0431.geopotential number by the normal gravity value computed on the
 GR0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0431.degrees latitude (g = 980.6199 gals.).
 GR0431
 GR0431.The modeled gravity was interpolated from observed gravity values.
 GR0431
 GR0431;                    North         East    Units  Estimated Accuracy
 GR0431;SPC AZ W     -   555,730.      148,250.      MT  (+/- 180 meters Scaled)
 GR0431
 GR0431                          SUPERSEDED SURVEY CONTROL
 GR0431
 GR0431  NGVD 29 (??/??/92)  417.924  (m)         1371.14   (f) ADJ UNCH    1 1
 GR0431
 GR0431.Superseded values are not recommended for survey control.
 GR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0431.See file dsdata.txt to determine how the superseded data were derived.
 GR0431
 GR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV278878(NAD 83)
 GR0431_MARKER: DB = BENCH MARK DISK
 GR0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0431_STAMPING: Y 253 1941
 GR0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0431+STABILITY: SURFACE MOTION
 GR0431
 GR0431  HISTORY     - Date     Condition        Report By
 GR0431  HISTORY     - 1941     MONUMENTED       CGS
 GR0431  HISTORY     - 1950     GOOD             NGS
 GR0431  HISTORY     - 1963     GOOD             NGS
 GR0431
 GR0431                          STATION DESCRIPTION
 GR0431
 GR0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0431'3.7 MI S FROM MOUTH OF DETRITAL WASH.
 GR0431'3.7 MILES SOUTH ALONG DETRITAL WASH FROM THE SOUTH SHORE OF LAKE MEAD,
 GR0431'AT A POINT WHERE THE FOOTHILLS COME DOWN TO THE WEST EDGE OF THE WASH,
 GR0431'AT THE EDGE OF THE HIGHWATER MARK, 51 FEET SOUTH OF THE APPROXIMATE
 GR0431'CENTER OF THE TOP OF A MOUND AT THE EAST END OF A RIDGE, 2.9 FEET
 GR0431'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0431'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 GR0431
 GR0431                          STATION RECOVERY (1963)
 GR0431
 GR0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0442 ***********************************************************************
 FS0442  DESIGNATION -  Y 254
 FS0442  PID         -  FS0442
 FS0442  STATE/COUNTY-  AZ/MOHAVE
 FS0442  USGS QUAD   -  GOLD BASIN (1989)
 FS0442
 FS0442                         *CURRENT SURVEY CONTROL
 FS0442  ___________________________________________________________________
 FS0442* NAD 83(1986)-  35 45 50.     (N)    114 08 47.     (W)     SCALED    
 FS0442* NAVD 88     -       912.504  (meters)    2993.77   (feet)  POSTED    
 FS0442  ___________________________________________________________________
 FS0442  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FS0442  DYNAMIC HT  -         911.480 (meters)    2990.41  (feet)  COMP
 FS0442  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 FS0442
 FS0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0442
 FS0442.The horizontal coordinates were scaled from a topographic map and have
 FS0442.an estimated accuracy of +/- 6 seconds.
 FS0442
 FS0442.The orthometric height was determined by differential leveling
 FS0442.and adjusted by the  in 1992.
 FS0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0442.rate of 0.0 thru 1.0 mm/km.
 FS0442
 FS0442.The geoid height was determined by GEOID03.
 FS0442
 FS0442.The dynamic height is computed by dividing the NAVD 88
 FS0442.geopotential number by the normal gravity value computed on the
 FS0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0442.degrees latitude (g = 980.6199 gals.).
 FS0442
 FS0442.The modeled gravity was interpolated from observed gravity values.
 FS0442
 FS0442;                    North         East    Units  Estimated Accuracy
 FS0442;SPC AZ W     -   528,410.      177,520.      MT  (+/- 180 meters Scaled)
 FS0442
 FS0442                          SUPERSEDED SURVEY CONTROL
 FS0442
 FS0442  NGVD 29 (??/??/92)  911.747  (m)         2991.29   (f) ADJ UNCH    1 1
 FS0442
 FS0442.Superseded values are not recommended for survey control.
 FS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0442.See file dsdata.txt to determine how the superseded data were derived.
 FS0442
 FS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV579615(NAD 83)
 FS0442_MARKER: DB = BENCH MARK DISK
 FS0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0442_STAMPING: Y 254 1941
 FS0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0442+STABILITY: SURFACE MOTION
 FS0442
 FS0442  HISTORY     - Date     Condition        Report By
 FS0442  HISTORY     - 1941     MONUMENTED       CGS
 FS0442  HISTORY     - 1950     GOOD             NGS
 FS0442  HISTORY     - 1987     GOOD             USPSQD
 FS0442
 FS0442                          STATION DESCRIPTION
 FS0442
 FS0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0442'31.9 MI N FROM GRASSHOPPER JUNCTION.
 FS0442'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0442'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 20.9 MILES
 FS0442'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 52 FEET
 FS0442'EAST OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF A FENCE
 FS0442'CORNER POST, 3.0 FEET WEST OF A WITNESS POST, 2.0 FEET NORTH
 FS0442'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FS0442'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FS0442
 FS0442                          STATION RECOVERY (1987)
 FS0442
 FS0442'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0165 ***********************************************************************
 ET0165  DESIGNATION -  Y 255
 ET0165  PID         -  ET0165
 ET0165  STATE/COUNTY-  AZ/YAVAPAI
 ET0165  USGS QUAD   -  PAULDEN (1979)
 ET0165
 ET0165                         *CURRENT SURVEY CONTROL
 ET0165  ___________________________________________________________________
 ET0165* NAD 83(1986)-  34 53 43.     (N)    112 29 23.     (W)     SCALED    
 ET0165* NAVD 88     -      1331.921  (meters)    4369.81   (feet)  POSTED    
 ET0165  ___________________________________________________________________
 ET0165  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 ET0165  DYNAMIC HT  -        1330.200 (meters)    4364.16  (feet)  COMP
 ET0165  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 ET0165
 ET0165  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0165
 ET0165.The horizontal coordinates were scaled from a topographic map and have
 ET0165.an estimated accuracy of +/- 6 seconds.
 ET0165
 ET0165.The orthometric height was determined by differential leveling
 ET0165.and adjusted in November 2005.
 ET0165.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0165.rate of 0.0 thru 1.0 mm/km.
 ET0165
 ET0165.The geoid height was determined by GEOID03.
 ET0165
 ET0165.The dynamic height is computed by dividing the NAVD 88
 ET0165.geopotential number by the normal gravity value computed on the
 ET0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0165.degrees latitude (g = 980.6199 gals.).
 ET0165
 ET0165.The modeled gravity was interpolated from observed gravity values.
 ET0165
 ET0165;                    North         East    Units  Estimated Accuracy
 ET0165;SPC AZ C     -   432,110.      160,990.      MT  (+/- 180 meters Scaled)
 ET0165
 ET0165                          SUPERSEDED SURVEY CONTROL
 ET0165
 ET0165  NGVD 29 (??/??/92) 1331.158  (m)         4367.31   (f) ADJ UNCH    2 0
 ET0165
 ET0165.Superseded values are not recommended for survey control.
 ET0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0165.See file dsdata.txt to determine how the superseded data were derived.
 ET0165
 ET0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD638624(NAD 83)
 ET0165_MARKER: DB = BENCH MARK DISK
 ET0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0165_STAMPING: Y 255 1941
 ET0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0165+STABILITY: SURFACE MOTION
 ET0165
 ET0165  HISTORY     - Date     Condition        Report By
 ET0165  HISTORY     - 1941     MONUMENTED       CGS
 ET0165  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0165
 ET0165                          STATION DESCRIPTION
 ET0165
 ET0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ET0165'2.0 MI W FROM PAULDEN.
 ET0165'TO REACH FROM POST OFFICE AT PAULDEN-- GO 0.5 MILE NORTH ALONG U.S.
 ET0165'HIGHWAY NO.89 TO THE INTERSECTION OF THE ROAD TO SIMMONS-- THENCE, GO
 ET0165'0.8 MILE WEST ALONG THE ROAD TO SIMMONS TO THE INTERSECTION OF A ROAD
 ET0165'LEADING NORTHWEST AND THE SIMMONS ROAD-- THENCE, CONTINUE WESTERLY
 ET0165'ALONG THE ROAD TO SIMMONS ACROSS CHINO WASH TO THE SITE OF BENCH MARK
 ET0165'0.7 MILE WEST OF THE INTERSECTION OF ROAD LEADING NORTH.  BENCH MARK
 ET0165'IS ON A RIDGE BETWEEN TWO WASHES ABOUT 0.1 MILE NORTHWEST OF PLACE
 ET0165'WHERE ROAD CROSSES CHINO WASH AND ABOUT 0.1 MILE SOUTHEAST OF A SHARP
 ET0165'CURVE IN THE ROAD.  IT IS 93.0 FEET SOUTH OF THE SOUTH EDGE OF CHINO
 ET0165'WASH, 74.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 ET0165'CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 ET0165'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 ET0165
 ET0165                          STATION RECOVERY (1974)
 ET0165
 ET0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0252 ***********************************************************************
 FR0252  DESIGNATION -  Y 256
 FR0252  PID         -  FR0252
 FR0252  STATE/COUNTY-  AZ/YAVAPAI
 FR0252  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0252
 FR0252                         *CURRENT SURVEY CONTROL
 FR0252  ___________________________________________________________________
 FR0252* NAD 83(1986)-  35 17 44.     (N)    112 51 59.     (W)     SCALED    
 FR0252* NAVD 88     -      1585.766  (meters)    5202.63   (feet)  ADJUSTED  
 FR0252  ___________________________________________________________________
 FR0252  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 FR0252  DYNAMIC HT  -        1583.679 (meters)    5195.79  (feet)  COMP
 FR0252  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 FR0252
 FR0252  VERT ORDER  -  FIRST     CLASS II
 FR0252
 FR0252.The horizontal coordinates were scaled from a topographic map and have
 FR0252.an estimated accuracy of +/- 6 seconds.
 FR0252
 FR0252.The orthometric height was determined by differential leveling
 FR0252.and adjusted in June 1991.
 FR0252
 FR0252.The geoid height was determined by GEOID03.
 FR0252
 FR0252.The dynamic height is computed by dividing the NAVD 88
 FR0252.geopotential number by the normal gravity value computed on the
 FR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0252.degrees latitude (g = 980.6199 gals.).
 FR0252
 FR0252.The modeled gravity was interpolated from observed gravity values.
 FR0252
 FR0252;                    North         East    Units  Estimated Accuracy
 FR0252;SPC AZ C     -   476,780.      126,980.      MT  (+/- 180 meters Scaled)
 FR0252
 FR0252                          SUPERSEDED SURVEY CONTROL
 FR0252
 FR0252  NGVD 29 (??/??/92) 1584.885  (m)         5199.74   (f) ADJ UNCH    1 2
 FR0252
 FR0252.Superseded values are not recommended for survey control.
 FR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0252.See file dsdata.txt to determine how the superseded data were derived.
 FR0252
 FR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE302074(NAD 83)
 FR0252_MARKER: DB = BENCH MARK DISK
 FR0252_SETTING: 80 = SET IN A BOULDER
 FR0252_SP_SET: BOULDER
 FR0252_STAMPING: Y 256 1941
 FR0252_MARK LOGO: CGS   
 FR0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0252+STABILITY: SURFACE MOTION
 FR0252
 FR0252  HISTORY     - Date     Condition        Report By
 FR0252  HISTORY     - 1941     MONUMENTED       CGS
 FR0252  HISTORY     - 1979     GOOD             USGS
 FR0252  HISTORY     - 1982     GOOD             NGS
 FR0252
 FR0252                          STATION DESCRIPTION
 FR0252
 FR0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0252'0.9 MI E FROM SELIGMAN.
 FR0252'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0252'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 2.0
 FR0252'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ON THE SOUTH SLOPE
 FR0252'OF A RIDGE, ABOUT 340 FEET SOUTHWEST OF A CATTLE GUARD, ABOUT 275 FEET
 FR0252'NORTHWEST OF THE CROSSING OF A WASH, ABOUT 125 FEET WEST OF A FENCE
 FR0252'AND A POWER-TRANSMISSION LINE POLE, 47 FEET WEST OF THE CENTER LINE OF
 FR0252'THE ROAD, IN THE TOP OF A BLACK BOULDER IN AN OUTCROP OF BLACK ROCK,
 FR0252'AND ABOUT 1.5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Y
 FR0252'256 1941.  NOTE-- MARK IS ALONG THE OLD ROAD NOW IN PASTURE LAND ABOUT
 FR0252'150 PACES TO EAST OF THE NEW ROAD.
 FR0252
 FR0252                          STATION RECOVERY (1979)
 FR0252
 FR0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0252'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT SELIGMAN,
 FR0252'YAVAPAI COUNTY, 2.7 MI. EAST AND SOUTH WEST ALONG U.S. HWY 66, UNDER
 FR0252'FREEWAY OVERCROSSING. THENCE 0.7 MILES NORTHWEST ALONG FREEWAY
 FR0252'FRONTAGE ROAD, THENCE ABOUT 1.25 MILES SOUTH ALONG THE ROAD LEADING
 FR0252'TO WALNUT CREEK, TO A DOUBLE WOOD POLE POWER LINE, ON THE SOUTH SLOPE
 FR0252'OF A RIDGE, 428 FEET EAST OF THE ROAD, 270 FEET NORTH OF A DOUBLE
 FR0252'WOOD POLE POWER LINE, ABOUT 275 FEET NORTHWEST OF THE CROSSING OF A
 FR0252'WASH, ABOUT 125 FEET WEST OF A POWER-TRANSMISSION LINE POLE, IN THE
 FR0252'TOP OF A BLACK BOULDER IN AN OUTCROP OF BLACK ROCK, AND ABOUT 8 FEET
 FR0252'LOWER THAN THE ROAD. A STANDARD DISK, STAMPED Y 256 1941.
 FR0252
 FR0252                          STATION RECOVERY (1982)
 FR0252
 FR0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0274 ***********************************************************************
 DV0274  DESIGNATION -  Y 258
 DV0274  PID         -  DV0274
 DV0274  STATE/COUNTY-  AZ/MARICOPA
 DV0274  USGS QUAD   -  EL MIRAGE (1982)
 DV0274
 DV0274                         *CURRENT SURVEY CONTROL
 DV0274  ___________________________________________________________________
 DV0274* NAD 83(1986)-  33 31 51.     (N)    112 21 29.     (W)     SCALED    
 DV0274* NAVD 88     -       329.80   (+/-2cm)    1082.0    (feet)  VERTCON   
 DV0274  ___________________________________________________________________
 DV0274  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DV0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0274
 DV0274.The horizontal coordinates were scaled from a topographic map and have
 DV0274.an estimated accuracy of +/- 6 seconds.
 DV0274
 DV0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0274.The vertical order pertains to the NGVD 29 superseded value.
 DV0274
 DV0274.The geoid height was determined by GEOID03.
 DV0274
 DV0274;                    North         East    Units  Estimated Accuracy
 DV0274;SPC AZ C     -   280,710.      172,360.      MT  (+/- 180 meters Scaled)
 DV0274
 DV0274                          SUPERSEDED SURVEY CONTROL
 DV0274
 DV0274  NGVD 29 (??/??/92)  329.247  (m)         1080.20   (f) ADJ UNCH    2 0
 DV0274
 DV0274.Superseded values are not recommended for survey control.
 DV0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0274.See file dsdata.txt to determine how the superseded data were derived.
 DV0274
 DV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738109(NAD 83)
 DV0274_MARKER: DB = BENCH MARK DISK
 DV0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0274_STAMPING: Y 258 1945
 DV0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0274+STABILITY: SURFACE MOTION
 DV0274
 DV0274  HISTORY     - Date     Condition        Report By
 DV0274  HISTORY     - 1945     MONUMENTED       CGS
 DV0274  HISTORY     - 20020625 MARK NOT FOUND   MCDOT
 DV0274  HISTORY     - 20080111 MARK NOT FOUND   GEOCAC
 DV0274
 DV0274                          STATION DESCRIPTION
 DV0274
 DV0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DV0274'0.7 MI S FROM LUKE FIELD.
 DV0274'0.7 MILE SOUTH ALONG A COUNTY ROAD FROM THE MAIN GATE AT LUKE FIELD,
 DV0274'MARICOPA COUNTY, EAST ACROSS THE ROAD FROM THE FIRST GATE SOUTH OF THE
 DV0274'MAIN GATE, 175 FEET SOUTHEAST OF THE TENNIS COURTS, 34 FEET EAST OF
 DV0274'THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A POLE, AND 1.3 FEET SOUTH
 DV0274'OF A WHITE WOODEN WITNESS POST.  AN IRON BENCH MARK DISK, STAMPED Y
 DV0274'258 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DV0274'ABOVE GROUND.
 DV0274
 DV0274                          STATION RECOVERY (2002)
 DV0274
 DV0274'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV0274'SEARCHED FOR NOT FOUND
 DV0274
 DV0274                          STATION RECOVERY (2008)
 DV0274
 DV0274'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0274'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0274'MARK. THE AREA 34 FEET EAST OF THE CENTERLINE IS NOW THE GRADED
 DV0274'SHOULDER OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1097 ***********************************************************************
 CZ1097  DESIGNATION -  Y 259
 CZ1097  PID         -  CZ1097
 CZ1097  STATE/COUNTY-  AZ/PINAL
 CZ1097  USGS QUAD   -  VALLEY FARMS (1992)
 CZ1097
 CZ1097                         *CURRENT SURVEY CONTROL
 CZ1097  ___________________________________________________________________
 CZ1097* NAD 83(1986)-  32 58 26.     (N)    111 29 52.     (W)     SCALED    
 CZ1097* NAVD 88     -       439.38   (+/-2cm)    1441.5    (feet)  VERTCON   
 CZ1097  ___________________________________________________________________
 CZ1097  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CZ1097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1097
 CZ1097.The horizontal coordinates were scaled from a topographic map and have
 CZ1097.an estimated accuracy of +/- 6 seconds.
 CZ1097
 CZ1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1097.The vertical order pertains to the NGVD 29 superseded value.
 CZ1097
 CZ1097.The geoid height was determined by GEOID03.
 CZ1097
 CZ1097;                    North         East    Units  Estimated Accuracy
 CZ1097;SPC AZ C     -   218,930.      252,510.      MT  (+/- 180 meters Scaled)
 CZ1097
 CZ1097                          SUPERSEDED SURVEY CONTROL
 CZ1097
 CZ1097  NGVD 29 (??/??/92)  438.888  (m)         1439.92   (f) ADJ UNCH    2 0
 CZ1097
 CZ1097.Superseded values are not recommended for survey control.
 CZ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1097.See file dsdata.txt to determine how the superseded data were derived.
 CZ1097
 CZ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB534485(NAD 83)
 CZ1097_MARKER: DB = BENCH MARK DISK
 CZ1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1097_STAMPING: Y 259 1945
 CZ1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1097+STABILITY: SURFACE MOTION
 CZ1097
 CZ1097  HISTORY     - Date     Condition        Report By
 CZ1097  HISTORY     - 1945     MONUMENTED       CGS
 CZ1097  HISTORY     - 1965     MARK NOT FOUND   USGS
 CZ1097  HISTORY     - 20070106 MARK NOT FOUND   GEOCAC
 CZ1097
 CZ1097                          STATION DESCRIPTION
 CZ1097
 CZ1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ1097'0.5 MI S FROM COOLIDGE.
 CZ1097'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1097'STATION AT COOLIDGE, PINAL COUNTY, 0.9 MILE EAST ALONG A COUNTY ROAD.
 CZ1097'AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH TO A FARMHOUSE, 32
 CZ1097'FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, 15 FEET EAST OF THE
 CZ1097'CENTERLINE OF THE PRIVATE ROAD, 4.7 FEET EAST OF A FENCE CORNER, 1.3
 CZ1097'FEET SOUTH OF THE FENCE, AND 1.3 FEET NORTHWEST OF A WHITE WOODEN
 CZ1097'WITNESS POST.  A STANDARD DISK, STAMPED Y 259 1945 AND SET IN THE TOP
 CZ1097'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 CZ1097
 CZ1097                          STATION RECOVERY (1965)
 CZ1097
 CZ1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CZ1097'MARK NOT FOUND.
 CZ1097
 CZ1097                          STATION RECOVERY (2007)
 CZ1097
 CZ1097'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1097'THE ROAD, THE HOUSE, THE FENCE AND THE WITNESS POST ARE ALL GONE. THE
 CZ1097'DESCRIBED LOCATION NORTH OF THE ROAD WOULD BE UNDER THE SOUTH SLOPE OF
 CZ1097'THE FIELD ROAD THAT PARALLELS THE MAIN ROAD. THE FIELD ROAD IS ABOUT
 CZ1097'TWO FEET HIGHER THAN THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0450 ***********************************************************************
 ET0450  DESIGNATION -  Y 26
 ET0450  PID         -  ET0450
 ET0450  STATE/COUNTY-  AZ/YAVAPAI
 ET0450  USGS QUAD   -  SKULL VALLEY (1979)
 ET0450
 ET0450                         *CURRENT SURVEY CONTROL
 ET0450  ___________________________________________________________________
 ET0450* NAD 83(1986)-  34 34 40.     (N)    112 37 37.     (W)     SCALED    
 ET0450* NAVD 88     -      1552.850  (meters)    5094.64   (feet)  POSTED    
 ET0450  ___________________________________________________________________
 ET0450  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 ET0450  DYNAMIC HT  -        1550.760 (meters)    5087.79  (feet)  COMP
 ET0450  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 ET0450
 ET0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0450
 ET0450.The horizontal coordinates were scaled from a topographic map and have
 ET0450.an estimated accuracy of +/- 6 seconds.
 ET0450
 ET0450.The orthometric height was determined by differential leveling
 ET0450.and adjusted in November 2005.
 ET0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0450.rate of 0.0 thru 1.0 mm/km.
 ET0450
 ET0450.The geoid height was determined by GEOID03.
 ET0450
 ET0450.The dynamic height is computed by dividing the NAVD 88
 ET0450.geopotential number by the normal gravity value computed on the
 ET0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0450.degrees latitude (g = 980.6199 gals.).
 ET0450
 ET0450.The modeled gravity was interpolated from observed gravity values.
 ET0450
 ET0450;                    North         East    Units  Estimated Accuracy
 ET0450;SPC AZ C     -   396,970.      148,200.      MT  (+/- 180 meters Scaled)
 ET0450
 ET0450                          SUPERSEDED SURVEY CONTROL
 ET0450
 ET0450  NGVD 29 (??/??/92) 1552.014  (m)         5091.90   (f) ADJ UNCH    1 2
 ET0450
 ET0450.Superseded values are not recommended for survey control.
 ET0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0450.See file dsdata.txt to determine how the superseded data were derived.
 ET0450
 ET0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD507274(NAD 83)
 ET0450_MARKER: DB = BENCH MARK DISK
 ET0450_SETTING: 80 = SET IN A BOULDER
 ET0450_SP_SET: BOULDER
 ET0450_STAMPING: Y 26 1933
 ET0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0450+STABILITY: SURFACE MOTION
 ET0450
 ET0450  HISTORY     - Date     Condition        Report By
 ET0450  HISTORY     - 1933     MONUMENTED       CGS
 ET0450  HISTORY     - 1974     GOOD             USGS
 ET0450
 ET0450                          STATION DESCRIPTION
 ET0450
 ET0450'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0450'5.9 MI W FROM IRON SPRINGS.
 ET0450'5.9 MILES WEST ALONG THE DISMANTLED ATCHISON, TOPEKA AND SANTA FE
 ET0450'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, AT THE FORMER SITE OF
 ET0450'RAMSGATE SIDING, ALL THAT NOW REMAINS OF THE SITE ARE THE FOUNDATION
 ET0450'RUINS OF TWO BUILDINGS AND TWO PEACH TREES, BM IS 85 FEET EAST OF
 ET0450'CENTERLINE OF RR GRADE, IN TOP OF A GRANITE BOULDER AND FLUSH WITH THE
 ET0450'GROUND, AND 2.7 FEET HIGHER THAN RR GRADE OPPOSITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0397 ***********************************************************************
 CY0397  DESIGNATION -  Y 261
 CY0397  PID         -  CY0397
 CY0397  STATE/COUNTY-  AZ/COCHISE
 CY0397  USGS QUAD   -  WILLCOX NORTH (1985)
 CY0397
 CY0397                         *CURRENT SURVEY CONTROL
 CY0397  ___________________________________________________________________
 CY0397* NAD 83(1986)-  32 15 11.     (N)    109 51 06.     (W)     SCALED    
 CY0397* NAVD 88     -      1272.32   (+/-2cm)    4174.3    (feet)  VERTCON   
 CY0397  ___________________________________________________________________
 CY0397  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY0397  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0397
 CY0397.The horizontal coordinates were scaled from a topographic map and have
 CY0397.an estimated accuracy of +/- 6 seconds.
 CY0397
 CY0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0397.The vertical order pertains to the NGVD 29 superseded value.
 CY0397
 CY0397.The geoid height was determined by GEOID03.
 CY0397
 CY0397;                    North         East    Units  Estimated Accuracy
 CY0397;SPC AZ E     -   138,970.      243,040.      MT  (+/- 180 meters Scaled)
 CY0397
 CY0397                          SUPERSEDED SURVEY CONTROL
 CY0397
 CY0397  NGVD 29 (??/??/92) 1271.570  (m)         4171.81   (f) ADJ UNCH    1 2
 CY0397
 CY0397.Superseded values are not recommended for survey control.
 CY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0397.See file dsdata.txt to determine how the superseded data were derived.
 CY0397
 CY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA081690(NAD 83)
 CY0397_MARKER: DB = BENCH MARK DISK
 CY0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0397_STAMPING: Y 261 1945
 CY0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0397+STABILITY: SURFACE MOTION
 CY0397
 CY0397  HISTORY     - Date     Condition        Report By
 CY0397  HISTORY     - 1945     MONUMENTED       CGS
 CY0397  HISTORY     - 1952     GOOD             NGS
 CY0397  HISTORY     - 1960     GOOD             NGS
 CY0397  HISTORY     - 20051113 MARK NOT FOUND   NGS
 CY0397
 CY0397                          STATION DESCRIPTION
 CY0397
 CY0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0397'1.2 MI W FROM WILLCOX.
 CY0397'1.2 MILES WEST ALONG MALEY STREET FROM THE POST OFFICE AT WILLCOX,
 CY0397'27.0 FEET NORTH OF THE EAST TREE OF A ROW OF 7 COTTONWOOD TREES, 25
 CY0397'1/2 FEET SOUTH OF THE CENTER LINE OF MALEY STREET, 22.0 FEET EAST OF
 CY0397'THE CENTER LINE OF A GATE IN A FENCE LINE, 1.5 FEET SOUTH OF A FENCE,
 CY0397'1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CY0397'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CY0397
 CY0397                          STATION RECOVERY (1960)
 CY0397
 CY0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0397'RECOVERED IN GOOD CONDITION.
 CY0397
 CY0397                          STATION RECOVERY (2005)
 CY0397
 CY0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0015 ***********************************************************************
 EU0015  DESIGNATION -  Y 262
 EU0015  PID         -  EU0015
 EU0015  STATE/COUNTY-  AZ/MOHAVE
 EU0015  USGS QUAD   -  YUCCA NW (1970)
 EU0015
 EU0015                         *CURRENT SURVEY CONTROL
 EU0015  ___________________________________________________________________
 EU0015* NAD 83(1986)-  34 52 57.     (N)    114 08 22.     (W)     SCALED    
 EU0015* NAVD 88     -       583.53   (+/-2cm)    1914.5    (feet)  VERTCON   
 EU0015  ___________________________________________________________________
 EU0015  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 EU0015  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0015
 EU0015.The horizontal coordinates were scaled from a topographic map and have
 EU0015.an estimated accuracy of +/- 6 seconds.
 EU0015
 EU0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0015.The vertical order pertains to the NGVD 29 superseded value.
 EU0015
 EU0015.The geoid height was determined by GEOID03.
 EU0015
 EU0015;                    North         East    Units  Estimated Accuracy
 EU0015;SPC AZ W     -   430,620.      177,760.      MT  (+/- 180 meters Scaled)
 EU0015
 EU0015                          SUPERSEDED SURVEY CONTROL
 EU0015
 EU0015  NGVD 29 (??/??/??)  582.802  (m)         1912.08   (f) ADJUSTED    1 2
 EU0015
 EU0015.Superseded values are not recommended for survey control.
 EU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0015.See file dsdata.txt to determine how the superseded data were derived.
 EU0015
 EU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU614637(NAD 83)
 EU0015_MARKER: DB = BENCH MARK DISK
 EU0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0015_STAMPING: Y 262 1945
 EU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0015+STABILITY: SURFACE MOTION
 EU0015
 EU0015  HISTORY     - Date     Condition        Report By
 EU0015  HISTORY     - 1945     MONUMENTED       CGS
 EU0015  HISTORY     - 1970     GOOD             USGS
 EU0015
 EU0015                          STATION DESCRIPTION
 EU0015
 EU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0015'AT YUCCA ARMY AIR FIELD.
 EU0015'AT THE YUCCA ARMY AIR FIELD, SET AT THE MAIN GATE, 23 FEET
 EU0015'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GUARD HOUSE, 2.2 FEET
 EU0015'SOUTH OF THE SOUTH END OF THE SOUTH STONE WALL, 1.7 FEET NORTH
 EU0015'OF REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF A
 EU0015'CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.5 FOOT
 EU0015'ABOVE THE GROUND.
 EU0015
 EU0015                          STATION RECOVERY (1970)
 EU0015
 EU0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0730 ***********************************************************************
 DV0730  DESIGNATION -  Y 263
 DV0730  PID         -  DV0730
 DV0730  STATE/COUNTY-  AZ/MARICOPA
 DV0730  USGS QUAD   -  BUCKEYE NW (1982)
 DV0730
 DV0730                         *CURRENT SURVEY CONTROL
 DV0730  ___________________________________________________________________
 DV0730* NAD 83(1986)-  33 28 15.     (N)    112 42 18.     (W)     SCALED    
 DV0730* NAVD 88     -       344.755  (meters)    1131.08   (feet)  ADJUSTED  
 DV0730  ___________________________________________________________________
 DV0730  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DV0730  DYNAMIC HT  -         344.357 (meters)    1129.78  (feet)  COMP
 DV0730  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 DV0730
 DV0730  VERT ORDER  -  FIRST     CLASS II
 DV0730
 DV0730.The horizontal coordinates were scaled from a topographic map and have
 DV0730.an estimated accuracy of +/- 6 seconds.
 DV0730
 DV0730.The orthometric height was determined by differential leveling
 DV0730.and adjusted in June 1991.
 DV0730
 DV0730.The geoid height was determined by GEOID03.
 DV0730
 DV0730.The dynamic height is computed by dividing the NAVD 88
 DV0730.geopotential number by the normal gravity value computed on the
 DV0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0730.degrees latitude (g = 980.6199 gals.).
 DV0730
 DV0730.The modeled gravity was interpolated from observed gravity values.
 DV0730
 DV0730;                    North         East    Units  Estimated Accuracy
 DV0730;SPC AZ C     -   274,240.      140,090.      MT  (+/- 180 meters Scaled)
 DV0730
 DV0730                          SUPERSEDED SURVEY CONTROL
 DV0730
 DV0730  NGVD 29 (??/??/92)  344.102  (m)         1128.94   (f) ADJ UNCH    1 2
 DV0730
 DV0730.Superseded values are not recommended for survey control.
 DV0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0730.See file dsdata.txt to determine how the superseded data were derived.
 DV0730
 DV0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC415047(NAD 83)
 DV0730_MARKER: DB = BENCH MARK DISK
 DV0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0730_STAMPING: Y 263 1947
 DV0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0730+STABILITY: SURFACE MOTION
 DV0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0730+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0730
 DV0730  HISTORY     - Date     Condition        Report By
 DV0730  HISTORY     - 1947     MONUMENTED       CGS
 DV0730  HISTORY     - 1967     GOOD             NGS
 DV0730  HISTORY     - 1981     GOOD             NGS
 DV0730  HISTORY     - 20010416 GOOD             MCDOT
 DV0730  HISTORY     - 20080530 GOOD             GEOCAC
 DV0730
 DV0730                          STATION DESCRIPTION
 DV0730
 DV0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0730'11.05 MI NW FROM BUCKEYE.
 DV0730'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0730'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 6.95 MILES
 DV0730'NORTHWEST ALONG YUMA ROAD, IN S 31, T 2 N, R 4 W, 117 YARDS NORTHEAST
 DV0730'OF A BRICK BUILDING HOUSING TELEPHONE EQUIPMENT, 76 YARDS EAST OF
 DV0730'UNDERGROUND TELEPHONE CABLE MARKER POST NUMBER 5, 35 FEET SOUTH OF THE
 DV0730'CENTER LINE OF THE ROAD, 39 FEET EAST OF THE CENTER LINE OF A NARROW
 DV0730'WASH, 3.3 FEET NORTHWEST OF A 4- BY 4-INCH WOODEN WITNESS POST, ABOUT
 DV0730'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DV0730'POST PROJECTING 6 INCHES.
 DV0730
 DV0730                          STATION RECOVERY (1981)
 DV0730
 DV0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0730'RECOVERED IN GOOD CONDITION.
 DV0730
 DV0730                          STATION RECOVERY (2001)
 DV0730
 DV0730'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0730' 
 DV0730' 
 DV0730' 
 DV0730'FROM JUNCT. OF MCDOWELL + PALO VERDE RDS. GO .6 MILES W TO BM Z263
 DV0730'THENCE 1 MILE NW TO BM Y263
 DV0730'USC+G BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST + METAL SURVEY
 DV0730'MARKER SIGN
 DV0730' 
 DV0730' 
 DV0730' 
 DV0730' 
 DV0730' 
 DV0730
 DV0730                          STATION RECOVERY (2008)
 DV0730
 DV0730'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0730'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DV0730'THE DESCRIPTION - THE 4X4 WOODEN WITNESS POST WAS NOT FOUND AND THE
 DV0730'MARK IS 1.8 FEET EAST OF A METAL WITNESS POST. HANDHELD COORDINATES
 DV0730'33 28 15.8 (N)   112 42 17.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0520 ***********************************************************************
 DV0520  DESIGNATION -  Y 264
 DV0520  PID         -  DV0520
 DV0520  STATE/COUNTY-  AZ/MARICOPA
 DV0520  USGS QUAD   -  PERRYVILLE (1982)
 DV0520
 DV0520                         *CURRENT SURVEY CONTROL
 DV0520  ___________________________________________________________________
 DV0520* NAD 83(1992)-  33 25 15.70453(N)    112 28 44.19199(W)     ADJUSTED  
 DV0520* NAVD 88     -       291.71   (+/-2cm)     957.1    (feet)  VERTCON   
 DV0520  ___________________________________________________________________
 DV0520  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 DV0520  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DV0520  HORZ ORDER  -  SECOND
 DV0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0520
 DV0520.The horizontal coordinates were established by classical geodetic methods
 DV0520.and adjusted by the National Geodetic Survey in August 1993.
 DV0520
 DV0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0520.The vertical order pertains to the NGVD 29 superseded value.
 DV0520
 DV0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0520
 DV0520.The geoid height was determined by GEOID03.
 DV0520
 DV0520;                    North         East     Units Scale Factor Converg.
 DV0520;SPC AZ C     -   268,583.773   161,069.429   MT  0.99993370   -0 18 34.9
 DV0520;SPC AZ C     -   881,180.36    528,443.01   iFT  0.99993370   -0 18 34.9
 DV0520;UTM  12      - 3,698,941.422   362,497.237   MT  0.99983310   -0 48 53.0
 DV0520
 DV0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0520!SPC AZ C     -   0.99995898  x   0.99993370  =   0.99989268
 DV0520!UTM  12      -   0.99995898  x   0.99983310  =   0.99979209
 DV0520
 DV0520                          SUPERSEDED SURVEY CONTROL
 DV0520
 DV0520  NAD 83(1986)-  33 25 15.69851(N)    112 28 44.19672(W) AD(       ) 2
 DV0520  NAD 27      -  33 25 15.54710(N)    112 28 41.61060(W) AD(       ) 2
 DV0520  NGVD 29 (??/??/92)  291.071  (m)          954.96   (f) ADJ UNCH    2 0
 DV0520
 DV0520.Superseded values are not recommended for survey control.
 DV0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0520.See file dsdata.txt to determine how the superseded data were derived.
 DV0520
 DV0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB6249798941(NAD 83)
 DV0520_MARKER: DB = BENCH MARK DISK
 DV0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0520_STAMPING: Y 264 1948
 DV0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0520+STABILITY: SURFACE MOTION
 DV0520
 DV0520  HISTORY     - Date     Condition        Report By
 DV0520  HISTORY     - 1962     MONUMENTED       CGS
 DV0520  HISTORY     - 1962     GOOD             NGS
 DV0520  HISTORY     - 20061011 POOR             GEOCAC
 DV0520
 DV0520                          STATION DESCRIPTION
 DV0520
 DV0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0520'TO REACH FROM THE CITY HALL IN AVONDALE, GO WEST ON WESTERN
 DV0520'AVE. FOR 0.9 MILE TO CROSSROAD AT STOPLITE, CONTINUE WEST ON
 DV0520'YUMA ROAD FOR 6.5 MILES TO PERRYVILLE ROAD AT PERRYVILLE,
 DV0520'CONTINUE WEST ON YUMA ROAD FOR 1.0 MILE TO CROSSROAD (JACK
 DV0520'RABBIT ROAD AND S. 195TH AVENUE), TURN LEFT AND GO SOUTH ON
 DV0520'JACK RABBIT ROAD AND S. 195TH AVENUE FOR 1.0 MILE TO W. LOWER
 DV0520'BUCKEYE ROAD AND STATION KING IN THE NORTHEAST CORNER OF CROSSROADS
 DV0520'AS DESCRIBED.
 DV0520'
 DV0520'A GEODETIC BENCH MARK DISK STAMPED Y 264
 DV0520'1948, IS SET IN TOP OF A 5 INCH SQUARE CONCRETE POST WHICH IS
 DV0520'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 40 FEET
 DV0520'WEST OF THE CENTER OF JACK RABBIT ROAD, 39 FEET SOUTH OF THE
 DV0520'CENTER OF W. LOWER BUCKEYE ROAD, 1.4 FEET EAST OF A WITNESS POST
 DV0520'AND 1 FEET NORTH OF THE FENCE.
 DV0520
 DV0520                          STATION RECOVERY (1962)
 DV0520
 DV0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0520'2.0 MI SW FROM PERRYVILLE.
 DV0520'1.0 MILE WEST ALONG A PAVED ROAD FROM THE PERRYVILLE GARAGE AT
 DV0520'PERRYVILLE, MARICOPA COUNTY, THENCE 1.0 MILE SOUTH ALONG A PAVED ROAD,
 DV0520'AT THE INTERSECTION OF AN EAST-WEST ROAD, AT THE ARIZONA LIGHT AND
 DV0520'POWER COMPANY SUBSTATION, 41.6 FEET WEST OF THE CENTER LINE OF THE
 DV0520'NORTH AND SOUTH ROAD, 38.5 FEET SOUTH OF THE CENTER LINE OF THE EAST
 DV0520'AND WEST ROAD, 7.7 FEET WEST OF THE NORTH-EAST CORNER FENCE POST, 1.0
 DV0520'FOOT NORTH OF A WIRE FENCE, 2.6 FEET EAST OF A WHITE WOODEN WITNESS
 DV0520'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Y264 1948 AND
 DV0520'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 DV0520'GROUND.  NOTE-- THE PERRYVILLE GARAGE HAS BEEN DESTROYED AND THE MARK
 DV0520'MAY BE REACHED FROM THE JUNCTION OF YUMA ROAD AND PERRYVILLE ROAD AT
 DV0520'PERRYVILLE BY GOING 1.0 MILE SOUTH ALONG THE PERRYVILLE ROAD, THENCE
 DV0520'1.0 MILE WEST ALONG LOWER BUCKEYE ROAD TO THE JUNCTION OF JACKRABBIT
 DV0520'ROAD AND THE MARK.
 DV0520
 DV0520                          STATION RECOVERY (2006)
 DV0520
 DV0520'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0520'THE MONUMENT HAS BEEN BUMPED, AND IS NO LONGER LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1083 ***********************************************************************
 DU1083  DESIGNATION -  Y 268
 DU1083  PID         -  DU1083
 DU1083  STATE/COUNTY-  AZ/MARICOPA
 DU1083  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 DU1083
 DU1083                         *CURRENT SURVEY CONTROL
 DU1083  ___________________________________________________________________
 DU1083* NAD 83(1986)-  33 30 22.     (N)    111 49 25.     (W)     SCALED    
 DU1083* NAVD 88     -       394.657  (meters)    1294.80   (feet)  READJUSTED
 DU1083  ___________________________________________________________________
 DU1083  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU1083  DYNAMIC HT  -         394.190 (meters)    1293.27  (feet)  COMP
 DU1083  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 DU1083
 DU1083  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1083
 DU1083.The horizontal coordinates were scaled from a topographic map and have
 DU1083.an estimated accuracy of +/- 6 seconds.
 DU1083
 DU1083.The orthometric height was determined by differential leveling
 DU1083.and adjusted in July 2002.
 DU1083.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1083.distribution rate of 0.0 thru 1.0 mm/km.
 DU1083.The height was derived from older observations constrained to new
 DU1083.heights in a crustal motion area.  The height is approximate in
 DU1083.relation to other heights in its vicinity.
 DU1083
 DU1083.The geoid height was determined by GEOID03.
 DU1083
 DU1083.The dynamic height is computed by dividing the NAVD 88
 DU1083.geopotential number by the normal gravity value computed on the
 DU1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1083.degrees latitude (g = 980.6199 gals.).
 DU1083
 DU1083.The modeled gravity was interpolated from observed gravity values.
 DU1083
 DU1083;                    North         East    Units  Estimated Accuracy
 DU1083;SPC AZ C     -   277,880.      222,010.      MT  (+/- 180 meters Scaled)
 DU1083
 DU1083                          SUPERSEDED SURVEY CONTROL
 DU1083
 DU1083  NAVD 88 (04/19/99)  394.639  (m)         1294.74   (f) UNKNOWN     1 2
 DU1083  NAVD 88 (06/15/91)  394.656  (m)         1294.80   (f) UNKNOWN     1 2
 DU1083  NGVD 29 (??/??/92)  394.187  (m)         1293.26   (f) ADJ UNCH    1 2
 DU1083
 DU1083.Superseded values are not recommended for survey control.
 DU1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1083.See file dsdata.txt to determine how the superseded data were derived.
 DU1083
 DU1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC235077(NAD 83)
 DU1083_MARKER: DD = SURVEY DISK
 DU1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1083_SP_SET: STRUCTURE
 DU1083_STAMPING: Y 268
 DU1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1083
 DU1083  HISTORY     - Date     Condition        Report By
 DU1083  HISTORY     - UNK      MONUMENTED       BOR
 DU1083  HISTORY     - 1967     GOOD             NGS
 DU1083  HISTORY     - 1981     GOOD             NGS
 DU1083  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 DU1083  HISTORY     - 19990301 MARK NOT FOUND   NGS
 DU1083  HISTORY     - 20070404 MARK NOT FOUND   GEOCAC
 DU1083
 DU1083                          STATION DESCRIPTION
 DU1083
 DU1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1083'9.7 MI NE FROM SCOTTSDALE.
 DU1083'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1083'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, THENCE 6.6
 DU1083'MILES EAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTH SIDE OF THE
 DU1083'ARIZONA CANAL, IN SECTION 22, T 2 N, R 5 E, 15 FEET NORTH OF THE
 DU1083'CENTER LINE OF THE DIRT ROAD, A U.S. RECLAMATION SERVICE DISK SET IN
 DU1083'THE TOP OF THE NORTHWEST CORNER OF A CONCRETE STRUCTURE SUPPORTING A
 DU1083'FLOODGATE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 DU1083
 DU1083                          STATION RECOVERY (1981)
 DU1083
 DU1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1083'9.1 KILOMETERS (5.65 MI) EAST ALONG THE ARIZONA CANAL FROM THE
 DU1083'INTERSECTION OF HAYDEN ROAD AT SCOTTSDALE, IN TOP OF THE
 DU1083'NORTH CORNER OF THE CONCRETE HEADWALL FOR A STEEL FLOODGATE ON THE
 DU1083'SOUTHWEST BANK OF THE CANAL, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF A
 DU1083'POWER LINE CROSSING AND SMALL BRIDGE OVER THE ARIZONA CANAL AND 4.5
 DU1083'METERS (15.0 FEET) NORTHEAST OF THE SOUTH CANAL ROAD.
 DU1083'THE MARK IS 0.45 M BELOW CANAL ROAD.
 DU1083
 DU1083                          STATION RECOVERY (1998)
 DU1083
 DU1083'RECOVERY NOTE BY US POWER SQUADRON 1998
 DU1083'MARK NOT FOUND.
 DU1083
 DU1083                          STATION RECOVERY (1999)
 DU1083
 DU1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DU1083'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DU1083
 DU1083                          STATION RECOVERY (2007)
 DU1083
 DU1083'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1083'THE FLOODGATE HAS BEEN REMOVED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0439 ***********************************************************************
 DU0439  DESIGNATION -  Y 269
 DU0439  PID         -  DU0439
 DU0439  STATE/COUNTY-  AZ/MARICOPA
 DU0439  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0439
 DU0439                         *CURRENT SURVEY CONTROL
 DU0439  ___________________________________________________________________
 DU0439* NAD 83(1986)-  33 32 36.     (N)    111 26 42.     (W)     SCALED    
 DU0439* NAVD 88     -       524.887  (meters)    1722.07   (feet)  ADJUSTED  
 DU0439  ___________________________________________________________________
 DU0439  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DU0439  DYNAMIC HT  -         524.229 (meters)    1719.91  (feet)  COMP
 DU0439  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 DU0439
 DU0439  VERT ORDER  -  FIRST     CLASS II
 DU0439
 DU0439.The horizontal coordinates were scaled from a topographic map and have
 DU0439.an estimated accuracy of +/- 6 seconds.
 DU0439
 DU0439.The orthometric height was determined by differential leveling
 DU0439.and adjusted in June 1991.
 DU0439
 DU0439.The geoid height was determined by GEOID03.
 DU0439
 DU0439.The dynamic height is computed by dividing the NAVD 88
 DU0439.geopotential number by the normal gravity value computed on the
 DU0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0439.degrees latitude (g = 980.6199 gals.).
 DU0439
 DU0439.The modeled gravity was interpolated from observed gravity values.
 DU0439
 DU0439;                    North         East    Units  Estimated Accuracy
 DU0439;SPC AZ C     -   282,110.      257,160.      MT  (+/- 180 meters Scaled)
 DU0439
 DU0439                          SUPERSEDED SURVEY CONTROL
 DU0439
 DU0439  NGVD 29 (??/??/92)  524.310  (m)         1720.17   (f) ADJ UNCH    1 2
 DU0439
 DU0439.Superseded values are not recommended for survey control.
 DU0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0439.See file dsdata.txt to determine how the superseded data were derived.
 DU0439
 DU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC586116(NAD 83)
 DU0439_MARKER: DB = BENCH MARK DISK
 DU0439_SETTING: 66 = SET IN ROCK OUTCROP
 DU0439_SP_SET: ROCK OUTCROP
 DU0439_STAMPING: Y 269 1948
 DU0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0439+STABILITY: POSITION/ELEVATION WELL
 DU0439
 DU0439  HISTORY     - Date     Condition        Report By
 DU0439  HISTORY     - 1948     MONUMENTED       CGS
 DU0439  HISTORY     - 1980     GOOD             NGS
 DU0439  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 DU0439  HISTORY     - 20070512 GOOD             GEOCAC
 DU0439  HISTORY     - 20081008 GOOD             GEOCAC
 DU0439
 DU0439                          STATION DESCRIPTION
 DU0439
 DU0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0439'4.3 MI W FROM TORTILLA FLAT.
 DU0439'ABOUT 4.3 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0439'TORTILLA FLAT, AT A SHARP CURVE, ABOUT 0.5 MILE WEST OF THE LARGE
 DU0439'BRIDGE OVER WILLOW CREEK, AT A SMALL ROCKY CANYON, 33.5 FEET SOUTH OF
 DU0439'THE CENTER LINE OF THE HIGHWAY, 24.6 FEET SOUTHEAST OF THE SOUTHEAST
 DU0439'END OF A LARGE IRON PIPE, SET IN THE TOP OF A ROCK OUTCROP PROJECTING
 DU0439'4 FEET ABOVE THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0439
 DU0439                          STATION RECOVERY (1980)
 DU0439
 DU0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0439'RECOVERED IN GOOD CONDITION.
 DU0439
 DU0439                          STATION RECOVERY (2003)
 DU0439
 DU0439'RECOVERY NOTE BY US POWER SQUADRON 2003 (JP)
 DU0439'MARK NOT FOUND.
 DU0439
 DU0439                          STATION RECOVERY (2007)
 DU0439
 DU0439'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0439'RECOVERED IN GOOD CONDITION.
 DU0439
 DU0439                          STATION RECOVERY (2008)
 DU0439
 DU0439'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0439'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 DU0439'33 32.606' W 111
 DU0439'26.722'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0425 ***********************************************************************
 DV0425  DESIGNATION -  Y 271
 DV0425  PID         -  DV0425
 DV0425  STATE/COUNTY-  AZ/MARICOPA
 DV0425  USGS QUAD   -  PHOENIX (1982)
 DV0425
 DV0425                         *CURRENT SURVEY CONTROL
 DV0425  ___________________________________________________________________
 DV0425* NAD 83(1986)-  33 24 23.     (N)    112 05 22.     (W)     SCALED    
 DV0425* NAVD 88     -       324.88   (+/-2cm)    1065.9    (feet)  VERTCON   
 DV0425  ___________________________________________________________________
 DV0425  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0425
 DV0425.The horizontal coordinates were scaled from a topographic map and have
 DV0425.an estimated accuracy of +/- 6 seconds.
 DV0425
 DV0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0425.The vertical order pertains to the NGVD 29 superseded value.
 DV0425
 DV0425.The geoid height was determined by GEOID03.
 DV0425
 DV0425;                    North         East    Units  Estimated Accuracy
 DV0425;SPC AZ C     -   266,830.      197,290.      MT  (+/- 180 meters Scaled)
 DV0425
 DV0425                          SUPERSEDED SURVEY CONTROL
 DV0425
 DV0425  NGVD 29 (??/??/92)  324.227  (m)         1063.73   (f) ADJ UNCH    2 0
 DV0425
 DV0425.Superseded values are not recommended for survey control.
 DV0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0425.See file dsdata.txt to determine how the superseded data were derived.
 DV0425
 DV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB986968(NAD 83)
 DV0425_MARKER: DB = BENCH MARK DISK
 DV0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0425_STAMPING: Y 271 1948
 DV0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0425+STABILITY: SURFACE MOTION
 DV0425
 DV0425  HISTORY     - Date     Condition        Report By
 DV0425  HISTORY     - 1948     MONUMENTED       CGS
 DV0425  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0425
 DV0425                          STATION DESCRIPTION
 DV0425
 DV0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0425'3.9 MI SW FROM PHOENIX.
 DV0425'2.9 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0425'PHOENIX, THENCE 1.0 MILE WEST ALONG BROADWAY TO THE ARIZONA HELICOPTER
 DV0425'BASE, 2.3 FEET WEST OF THE WEST SIDE OF THE HANGAR, 1.7 FEET NORTH OF
 DV0425'THE SOUTH EDGE OF THE HANGER, SET AT THE SOUTHWEST CORNER OF THE
 DV0425'HANGAR AND 1.9 FEET SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE
 DV0425'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0425
 DV0425                          STATION RECOVERY (2007)
 DV0425
 DV0425'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0425'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0425'MARK. THE ARIZONA HELICOPTER BASE HAS BEEN REMOVED/DECOMMISSIONED AND
 DV0425'REFERENCED LANDMARKS NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0408 ***********************************************************************
 DV0408  DESIGNATION -  Y 272
 DV0408  PID         -  DV0408
 DV0408  STATE/COUNTY-  AZ/MARICOPA
 DV0408  USGS QUAD   -  PHOENIX (1982)
 DV0408
 DV0408                         *CURRENT SURVEY CONTROL
 DV0408  ___________________________________________________________________
 DV0408* NAD 83(1986)-  33 22 40.     (N)    112 01 49.     (W)     SCALED    
 DV0408* NAVD 88     -       360.87   (+/-2cm)    1184.0    (feet)  VERTCON   
 DV0408  ___________________________________________________________________
 DV0408  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DV0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0408
 DV0408.The horizontal coordinates were scaled from a topographic map and have
 DV0408.an estimated accuracy of +/- 6 seconds.
 DV0408
 DV0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0408.The vertical order pertains to the NGVD 29 superseded value.
 DV0408
 DV0408.The geoid height was determined by GEOID03.
 DV0408
 DV0408;                    North         East    Units  Estimated Accuracy
 DV0408;SPC AZ C     -   263,650.      202,790.      MT  (+/- 180 meters Scaled)
 DV0408
 DV0408                          SUPERSEDED SURVEY CONTROL
 DV0408
 DV0408  NGVD 29 (??/??/92)  360.220  (m)         1181.82   (f) ADJ UNCH    2 0
 DV0408
 DV0408.Superseded values are not recommended for survey control.
 DV0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0408.See file dsdata.txt to determine how the superseded data were derived.
 DV0408
 DV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB041936(NAD 83)
 DV0408_MARKER: DB = BENCH MARK DISK
 DV0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0408_STAMPING: Y 272 1948
 DV0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0408+STABILITY: SURFACE MOTION
 DV0408
 DV0408  HISTORY     - Date     Condition        Report By
 DV0408  HISTORY     - 1948     MONUMENTED       CGS
 DV0408  HISTORY     - 1959     GOOD             DOD
 DV0408  HISTORY     - 20071214 MARK NOT FOUND   GEOCAC
 DV0408
 DV0408                          STATION DESCRIPTION
 DV0408
 DV0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0408'5.0 MI W FROM PETERSON.
 DV0408'5.0 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 33.1 FEET EAST OF
 DV0408'THE CENTER LINE OF A ROAD PETERSON, 33.1 FEET EAST OF THE CENTER LINE
 DV0408'OF A ROAD LEADING NORTH, 25.4 FEET NORTH OF THE CENTER LINE OF
 DV0408'BASELINE ROAD, 5.2 FEET EAST OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A
 DV0408'WIRE FENCE, ABOUT LEVEL WITH THE ROAD AND 3.2 FEET WEST OF A WHITE
 DV0408'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DV0408'FOOT ABOVE THE GROUND.
 DV0408
 DV0408                          STATION RECOVERY (1959)
 DV0408
 DV0408'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 DV0408'RECOVERED IN GOOD CONDITION.
 DV0408
 DV0408                          STATION RECOVERY (2007)
 DV0408
 DV0408'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0408'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0408'MARK. THE ROADS HAVE BEEN WIDENED, AND 25 FEET NORTH OF THE CENTERLINE
 DV0408'OF BASELINE ROAD IS NOW IN THE MIDDLE OF THE CURB LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0359 ***********************************************************************
 DV0359  DESIGNATION -  Y 273
 DV0359  PID         -  DV0359
 DV0359  STATE/COUNTY-  AZ/PINAL
 DV0359  USGS QUAD   -  MARICOPA (1978)
 DV0359
 DV0359                         *CURRENT SURVEY CONTROL
 DV0359  ___________________________________________________________________
 DV0359* NAD 83(1986)-  33 03 40.     (N)    112 02 53.     (W)     SCALED    
 DV0359* NAVD 88     -       357.26   (+/-2cm)    1172.1    (feet)  VERTCON   
 DV0359  ___________________________________________________________________
 DV0359  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0359  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0359
 DV0359.The horizontal coordinates were scaled from a topographic map and have
 DV0359.an estimated accuracy of +/- 6 seconds.
 DV0359
 DV0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0359.The vertical order pertains to the NGVD 29 superseded value.
 DV0359
 DV0359.The geoid height was determined by GEOID03.
 DV0359
 DV0359;                    North         East    Units  Estimated Accuracy
 DV0359;SPC AZ C     -   228,540.      201,090.      MT  (+/- 180 meters Scaled)
 DV0359
 DV0359                          SUPERSEDED SURVEY CONTROL
 DV0359
 DV0359  NGVD 29 (??/??/92)  356.744  (m)         1170.42   (f) ADJ UNCH    1 2
 DV0359
 DV0359.Superseded values are not recommended for survey control.
 DV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0359.See file dsdata.txt to determine how the superseded data were derived.
 DV0359
 DV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB021585(NAD 83)
 DV0359_MARKER: DS = TRIANGULATION STATION DISK
 DV0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0359_STAMPING: Y 273
 DV0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0359+STABILITY: SURFACE MOTION
 DV0359
 DV0359  HISTORY     - Date     Condition        Report By
 DV0359  HISTORY     - UNK      MONUMENTED       CGS
 DV0359  HISTORY     - 1948     GOOD             NGS
 DV0359  HISTORY     - 1949     GOOD             NGS
 DV0359  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0359  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0359  HISTORY     - 20070912 MARK NOT FOUND   GEOCAC
 DV0359
 DV0359                          STATION DESCRIPTION
 DV0359
 DV0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0359'0.2 MI NW FROM MARICOPA.
 DV0359'0.2 MILE NORTHWEST ALONG THE OLD RAILROAD BED FROM THE POST OFFICE AT
 DV0359'MARICOPA, 74.2 FEET WEST OF THE CENTER LINE OF THE OLD RAILROAD BED,
 DV0359'65.4 FEET NORTHEAST OF THE CENTER LINE OF A OLD SIDE TRACK, 60.0 FEET
 DV0359'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE GROUND
 DV0359'AND 3.0 FEET BELOW THE LEVEL OF THE ROAD, 2.7 FEET WEST OF A WHITE
 DV0359'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE AND RED BRICK POST
 DV0359'ABOUT LEVEL WITH THE GROUND.
 DV0359
 DV0359                          STATION RECOVERY (1949)
 DV0359
 DV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0359'RECOVERED IN GOOD CONDITION.
 DV0359
 DV0359                          STATION RECOVERY (1980)
 DV0359
 DV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0359'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0359'AND THE AREA IS NOW PLOWED AND BUILDINGS HAVE BEEN BUILT.
 DV0359
 DV0359                          STATION RECOVERY (1980)
 DV0359
 DV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0359'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0359'AND THE AREA IS NOW PLOWED AND BUILDINGS HAVE BEEN BUILT.
 DV0359
 DV0359                          STATION RECOVERY (2007)
 DV0359
 DV0359'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0359'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0359'MARK. THE ROAD HAS BEEN WIDENED, ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0394 ***********************************************************************
 DV0394  DESIGNATION -  Y 274
 DV0394  PID         -  DV0394
 DV0394  STATE/COUNTY-  AZ/PINAL
 DV0394  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0394
 DV0394                         *CURRENT SURVEY CONTROL
 DV0394  ___________________________________________________________________
 DV0394* NAD 83(1986)-  33 13 54.     (N)    112 10 13.     (W)     SCALED    
 DV0394* NAVD 88     -       316.62   (+/-2cm)    1038.8    (feet)  VERTCON   
 DV0394  ___________________________________________________________________
 DV0394  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DV0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0394
 DV0394.The horizontal coordinates were scaled from a topographic map and have
 DV0394.an estimated accuracy of +/- 6 seconds.
 DV0394
 DV0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0394.The vertical order pertains to the NGVD 29 superseded value.
 DV0394
 DV0394.The geoid height was determined by GEOID03.
 DV0394
 DV0394;                    North         East    Units  Estimated Accuracy
 DV0394;SPC AZ C     -   247,470.      189,720.      MT  (+/- 180 meters Scaled)
 DV0394
 DV0394                          SUPERSEDED SURVEY CONTROL
 DV0394
 DV0394  NGVD 29 (??/??/92)  316.028  (m)         1036.84   (f) ADJ UNCH    2 0
 DV0394
 DV0394.Superseded values are not recommended for survey control.
 DV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0394.See file dsdata.txt to determine how the superseded data were derived.
 DV0394
 DV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB909775(NAD 83)
 DV0394_MARKER: DB = BENCH MARK DISK
 DV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0394_STAMPING: Y 274 1948
 DV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0394+STABILITY: SURFACE MOTION
 DV0394
 DV0394  HISTORY     - Date     Condition        Report By
 DV0394  HISTORY     - 1948     MONUMENTED       CGS
 DV0394  HISTORY     - 1959     GOOD             NGS
 DV0394  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0394
 DV0394                          STATION DESCRIPTION
 DV0394
 DV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0394'3.1 MI S FROM KOMATKE.
 DV0394'3.1 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 60.5 FEET
 DV0394'WEST OF THE CENTER LINE OF THE ROAD, 47.0 FEET EAST OF A SINGLE GREEN
 DV0394'TREE, 11.0 FEET SOUTH OF THE EDGE OF A LARGE CLUMP OF TREES, 2.5 FEET
 DV0394'BELOW THE LEVEL OF THE ROAD, 3.7 FEET WEST OF A WHITE WOODEN WITNESS
 DV0394'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 DV0394'GROUND.
 DV0394
 DV0394                          STATION RECOVERY (1959)
 DV0394
 DV0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0394'RECOVERED IN GOOD CONDITION.
 DV0394
 DV0394                          STATION RECOVERY (2007)
 DV0394
 DV0394'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0394'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0394'MARK. MUCH HAS CHANGED, AND THE REFERENCE LANDMARKS NO LONGER EXIST AS
 DV0394'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0843 ***********************************************************************
 DU0843  DESIGNATION -  Y 275
 DU0843  PID         -  DU0843
 DU0843  STATE/COUNTY-  AZ/PINAL
 DU0843  USGS QUAD   -  SACATON BUTTE (1967)
 DU0843
 DU0843                         *CURRENT SURVEY CONTROL
 DU0843  ___________________________________________________________________
 DU0843* NAD 83(1986)-  33 07 04.     (N)    111 55 37.     (W)     SCALED    
 DU0843* NAVD 88     -       360.93   (+/-2cm)    1184.2    (feet)  VERTCON   
 DU0843  ___________________________________________________________________
 DU0843  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DU0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0843
 DU0843.The horizontal coordinates were scaled from a topographic map and have
 DU0843.an estimated accuracy of +/- 6 seconds.
 DU0843
 DU0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0843.The vertical order pertains to the NGVD 29 superseded value.
 DU0843
 DU0843.The geoid height was determined by GEOID03.
 DU0843
 DU0843;                    North         East    Units  Estimated Accuracy
 DU0843;SPC AZ C     -   234,810.      212,400.      MT  (+/- 180 meters Scaled)
 DU0843
 DU0843                          SUPERSEDED SURVEY CONTROL
 DU0843
 DU0843  NGVD 29 (??/??/92)  360.450  (m)         1182.58   (f) ADJ UNCH    2 0
 DU0843
 DU0843.Superseded values are not recommended for survey control.
 DU0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0843.See file dsdata.txt to determine how the superseded data were derived.
 DU0843
 DU0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB135647(NAD 83)
 DU0843_MARKER: DB = BENCH MARK DISK
 DU0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0843_SP_SET: CULVERT
 DU0843_STAMPING: Y 275 1948
 DU0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0843
 DU0843  HISTORY     - Date     Condition        Report By
 DU0843  HISTORY     - 1948     MONUMENTED       CGS
 DU0843  HISTORY     - 1959     GOOD             NGS
 DU0843  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DU0843  HISTORY     - 20071218 MARK NOT FOUND   GEOCAC
 DU0843
 DU0843                          STATION DESCRIPTION
 DU0843
 DU0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0843'2.5 MI W FROM CASA BLANCA.
 DU0843'2.5 MILES WEST ALONG THE MAIN ROAD FROM THE CASA BLANCA DAY SCHOOL,
 DU0843'41.2 FEET WEST OF THE CENTER LINE OF THE LEWIS ROAD, 16.6 FEET SOUTH
 DU0843'OF THE CENTER LINE OF THE MAIN ROAD, 3.4 FEET EAST OF THE WEST EDGE OF
 DU0843'THE HEADWALL, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF THE WEST
 DU0843'SIDE OF THE SOUTH HEADWALL OF A CONCRETE CULVERT FOR AN IRRIGATION
 DU0843'DITCH UNDER THE ROAD.
 DU0843
 DU0843                          STATION RECOVERY (1959)
 DU0843
 DU0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DU0843'RECOVERED IN GOOD CONDITION.
 DU0843
 DU0843                          STATION RECOVERY (1994)
 DU0843
 DU0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DU0843'MARK NOT FOUND.
 DU0843
 DU0843                          STATION RECOVERY (2007)
 DU0843
 DU0843'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0843'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0843'MARK. THE CULVERT AND IT'S ASSOCIATED HEADWALL HAVE BEEN REMOVED.
 DU0843'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0723 ***********************************************************************
 DU0723  DESIGNATION -  Y 276
 DU0723  PID         -  DU0723
 DU0723  STATE/COUNTY-  AZ/MARICOPA
 DU0723  USGS QUAD   -  CHANDLER (1981)
 DU0723
 DU0723                         *CURRENT SURVEY CONTROL
 DU0723  ___________________________________________________________________
 DU0723* NAD 83(1986)-  33 17 55.     (N)    111 48 47.     (W)     SCALED    
 DU0723* NAVD 88     -       375.20   (+/-2cm)    1231.0    (feet)  VERTCON   
 DU0723  ___________________________________________________________________
 DU0723  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DU0723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0723
 DU0723.The horizontal coordinates were scaled from a topographic map and have
 DU0723.an estimated accuracy of +/- 6 seconds.
 DU0723
 DU0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0723.The vertical order pertains to the NGVD 29 superseded value.
 DU0723
 DU0723.The geoid height was determined by GEOID03.
 DU0723
 DU0723;                    North         East    Units  Estimated Accuracy
 DU0723;SPC AZ C     -   254,870.      223,010.      MT  (+/- 180 meters Scaled)
 DU0723
 DU0723                          SUPERSEDED SURVEY CONTROL
 DU0723
 DU0723  NGVD 29 (??/??/92)  374.676  (m)         1229.25   (f) ADJ UNCH    2 0
 DU0723
 DU0723.Superseded values are not recommended for survey control.
 DU0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0723.See file dsdata.txt to determine how the superseded data were derived.
 DU0723
 DU0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB243846(NAD 83)
 DU0723_MARKER: DB = BENCH MARK DISK
 DU0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0723_SP_SET: IRRIGATION DITCH
 DU0723_STAMPING: Y 276 1948
 DU0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0723
 DU0723  HISTORY     - Date     Condition        Report By
 DU0723  HISTORY     - 1948     MONUMENTED       CGS
 DU0723  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 DU0723
 DU0723                          STATION DESCRIPTION
 DU0723
 DU0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0723'1.4 MI E FROM CHANDLER.
 DU0723'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0723'STATION AT CHANDLER, THENCE 1.4 MILES EAST, 45.0 FEET NORTHEAST OF THE
 DU0723'NORTHEAST CORNER OF THE FIELD USED AS A LANDING STRIP AT WIGGINS
 DU0723'AIRPORT, 18.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.8 FEET
 DU0723'NORTH OF THE CENTER LINE OF A IRRIGATION DITCH, 1.5 FEET SOUTH OF A
 DU0723'ANGLE IRON SUPPORT FOR THE GATE OF THE HEADGATE, ABOUT LEVEL WITH THE
 DU0723'ROAD, SET IN THE SOUTHEAST CORNER OF THE NORTH CONCRETE HEADWALL OF
 DU0723'HEADGATE IN IRRIGATION DITCH.
 DU0723
 DU0723                          STATION RECOVERY (2006)
 DU0723
 DU0723'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0723'THE AIRSTRIP AND HEADGATE ARE GONE, NOW A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0300 ***********************************************************************
 DV0300  DESIGNATION -  Y 279
 DV0300  PID         -  DV0300
 DV0300  STATE/COUNTY-  AZ/MARICOPA
 DV0300  USGS QUAD   -  MOBILE (1978)
 DV0300
 DV0300                         *CURRENT SURVEY CONTROL
 DV0300  ___________________________________________________________________
 DV0300* NAD 83(1986)-  33 01 40.     (N)    112 21 59.     (W)     SCALED    
 DV0300* NAVD 88     -       434.148  (meters)    1424.37   (feet)  ADJUSTED  
 DV0300  ___________________________________________________________________
 DV0300  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0300  DYNAMIC HT  -         433.623 (meters)    1422.64  (feet)  COMP
 DV0300  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 DV0300
 DV0300  VERT ORDER  -  FIRST     CLASS II
 DV0300
 DV0300.The horizontal coordinates were scaled from a topographic map and have
 DV0300.an estimated accuracy of +/- 6 seconds.
 DV0300
 DV0300.The orthometric height was determined by differential leveling
 DV0300.and adjusted in June 1991.
 DV0300
 DV0300.The geoid height was determined by GEOID03.
 DV0300
 DV0300.The dynamic height is computed by dividing the NAVD 88
 DV0300.geopotential number by the normal gravity value computed on the
 DV0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0300.degrees latitude (g = 980.6199 gals.).
 DV0300
 DV0300.The modeled gravity was interpolated from observed gravity values.
 DV0300
 DV0300;                    North         East    Units  Estimated Accuracy
 DV0300;SPC AZ C     -   224,920.      171,350.      MT  (+/- 180 meters Scaled)
 DV0300
 DV0300                          SUPERSEDED SURVEY CONTROL
 DV0300
 DV0300  NGVD 29 (??/??/92)  433.528  (m)         1422.33   (f) ADJ UNCH    1 2
 DV0300
 DV0300.Superseded values are not recommended for survey control.
 DV0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0300.See file dsdata.txt to determine how the superseded data were derived.
 DV0300
 DV0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB723551(NAD 83)
 DV0300_MARKER: DB = BENCH MARK DISK
 DV0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0300_SP_SET: ABUTMENT
 DV0300_STAMPING: Y 279 1948
 DV0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0300+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0300
 DV0300  HISTORY     - Date     Condition        Report By
 DV0300  HISTORY     - 1948     MONUMENTED       CGS
 DV0300  HISTORY     - 1967     GOOD             NGS
 DV0300  HISTORY     - 1980     GOOD             NGS
 DV0300  HISTORY     - 1980     GOOD             NGS
 DV0300  HISTORY     - 19941202 GOOD             USPSQD
 DV0300  HISTORY     - 20070321 GOOD             GEOCAC
 DV0300
 DV0300                          STATION DESCRIPTION
 DV0300
 DV0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0300'5.75 MI W FROM MOBILE.
 DV0300'ABOUT 5.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0300'NELSON ELEMENTARY SCHOOL AT MOBILE, 0.45 MILE NORTHEAST OF MILEPOST
 DV0300'878, 5 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, SET
 DV0300'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 DV0300'RAILROAD BRIDGE 878, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 DV0300'TRACKS.
 DV0300
 DV0300                          STATION RECOVERY (1980)
 DV0300
 DV0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0300'RECOVERED IN GOOD CONDITION.
 DV0300
 DV0300                          STATION RECOVERY (1980)
 DV0300
 DV0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0300'RECOVERED IN GOOD CONDITION.
 DV0300
 DV0300                          STATION RECOVERY (1994)
 DV0300
 DV0300'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0300'RECOVERED IN GOOD CONDITION.
 DV0300
 DV0300                          STATION RECOVERY (2007)
 DV0300
 DV0300'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0720 ***********************************************************************
 ET0720  DESIGNATION -  Y 280
 ET0720  PID         -  ET0720
 ET0720  STATE/COUNTY-  AZ/LA PAZ
 ET0720  USGS QUAD   -  POWERLINE WELL (1990)
 ET0720
 ET0720                         *CURRENT SURVEY CONTROL
 ET0720  ___________________________________________________________________
 ET0720* NAD 83(1986)-  34 00 15.     (N)    113 57 50.     (W)     SCALED    
 ET0720* NAVD 88     -       347.18   (+/-2cm)    1139.0    (feet)  VERTCON   
 ET0720  ___________________________________________________________________
 ET0720  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ET0720  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0720
 ET0720.The horizontal coordinates were scaled from a topographic map and have
 ET0720.an estimated accuracy of +/- 6 seconds.
 ET0720
 ET0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0720.The vertical order pertains to the NGVD 29 superseded value.
 ET0720
 ET0720.The geoid height was determined by GEOID03.
 ET0720
 ET0720;                    North         East    Units  Estimated Accuracy
 ET0720;SPC AZ W     -   333,150.      193,600.      MT  (+/- 180 meters Scaled)
 ET0720
 ET0720                          SUPERSEDED SURVEY CONTROL
 ET0720
 ET0720  NGVD 29 (??/??/92)  346.540  (m)         1136.94   (f) ADJ UNCH    1 2
 ET0720
 ET0720.Superseded values are not recommended for survey control.
 ET0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0720.See file dsdata.txt to determine how the superseded data were derived.
 ET0720
 ET0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC262665(NAD 83)
 ET0720_MARKER: DB = BENCH MARK DISK
 ET0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0720_STAMPING: Y 280 1948
 ET0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0720+STABILITY: SURFACE MOTION
 ET0720
 ET0720  HISTORY     - Date     Condition        Report By
 ET0720  HISTORY     - 1948     MONUMENTED       CGS
 ET0720
 ET0720                          STATION DESCRIPTION
 ET0720
 ET0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 ET0720'6.3 MI NE FROM BOUSE.
 ET0720'6.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 ET0720'AT BOUSE, 51 FEET NORTHEAST OF THE CENTER LINE OF A DRY WASH, 40 FEET
 ET0720'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.6 FEET SOUTHWEST OF A
 ET0720'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 ET0720'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 ET0720'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0324 ***********************************************************************
 DV0324  DESIGNATION -  Y 284
 DV0324  PID         -  DV0324
 DV0324  STATE/COUNTY-  AZ/PINAL
 DV0324  USGS QUAD   -  ENID (1978)
 DV0324
 DV0324                         *CURRENT SURVEY CONTROL
 DV0324  ___________________________________________________________________
 DV0324* NAD 83(1986)-  33 04 45.     (N)    112 08 04.     (W)     SCALED    
 DV0324* NAVD 88     -       364.803  (meters)    1196.86   (feet)  ADJUSTED  
 DV0324  ___________________________________________________________________
 DV0324  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DV0324  DYNAMIC HT  -         364.366 (meters)    1195.42  (feet)  COMP
 DV0324  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 DV0324  OBS GRAVITY -     979,431.9   (mgal)                       GRAV_OBS
 DV0324
 DV0324  VERT ORDER  -  FIRST     CLASS II
 DV0324
 DV0324.The horizontal coordinates were scaled from a topographic map and have
 DV0324.an estimated accuracy of +/- 6 seconds.
 DV0324
 DV0324.The orthometric height was determined by differential leveling
 DV0324.and adjusted in June 1991.
 DV0324
 DV0324.The geoid height was determined by GEOID03.
 DV0324
 DV0324.The dynamic height is computed by dividing the NAVD 88
 DV0324.geopotential number by the normal gravity value computed on the
 DV0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0324.degrees latitude (g = 980.6199 gals.).
 DV0324
 DV0324.The modeled gravity was interpolated from observed gravity values.
 DV0324.The observed gravity was obtained from relative gravimeter ties
 DV0324.to the IGSN71 gravity network.
 DV0324
 DV0324;                    North         East    Units  Estimated Accuracy
 DV0324;SPC AZ C     -   230,550.      193,030.      MT  (+/- 180 meters Scaled)
 DV0324
 DV0324                          SUPERSEDED SURVEY CONTROL
 DV0324
 DV0324  NGVD 29 (??/??/92)  364.629  (m)         1196.29   (f) ADJ UNCH    1 2
 DV0324
 DV0324.Superseded values are not recommended for survey control.
 DV0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0324.See file dsdata.txt to determine how the superseded data were derived.
 DV0324
 DV0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB941606(NAD 83)
 DV0324_MARKER: DB = BENCH MARK DISK
 DV0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0324_STAMPING: Y 284 1949
 DV0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0324+STABILITY: SURFACE MOTION
 DV0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0324+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DV0324
 DV0324  HISTORY     - Date     Condition        Report By
 DV0324  HISTORY     - 1949     MONUMENTED       CGS
 DV0324  HISTORY     - 1967     GOOD             NGS
 DV0324  HISTORY     - 1980     GOOD             NGS
 DV0324  HISTORY     - 1980     GOOD             NGS
 DV0324  HISTORY     - 19980425 GOOD             USPSQD
 DV0324  HISTORY     - 20070321 GOOD             GEOCAC
 DV0324
 DV0324                          STATION DESCRIPTION
 DV0324
 DV0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0324'5.5 MI W FROM MARICOPA.
 DV0324'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0324'MARICOPA, THENCE 5.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0324'IN S 14 T 4 S, R 2 E, 2 POLES EAST OF THE CROSSING OF THE RAILROAD AND
 DV0324'A POWER LINE, 60 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 72
 DV0324'FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 6 FEET EAST OF A
 DV0324'TELEPHONE POLE BRACED BY A GUY WIRE, 2 1/2 FEET WEST OF A WOODEN
 DV0324'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 DV0324'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0324
 DV0324                          STATION RECOVERY (1980)
 DV0324
 DV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0324'RECOVERED IN GOOD CONDITION.
 DV0324
 DV0324                          STATION RECOVERY (1980)
 DV0324
 DV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0324'RECOVERED IN GOOD CONDITION.
 DV0324
 DV0324                          STATION RECOVERY (1998)
 DV0324
 DV0324'RECOVERY NOTE BY US POWER SQUADRON 1998
 DV0324'RECOVERED IN GOOD CONDITION.
 DV0324
 DV0324                          STATION RECOVERY (2007)
 DV0324
 DV0324'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0659 ***********************************************************************
 ET0659  DESIGNATION -  Y 285
 ET0659  PID         -  ET0659
 ET0659  STATE/COUNTY-  AZ/MOHAVE
 ET0659  USGS QUAD   -  SIGNAL (1990)
 ET0659
 ET0659                         *CURRENT SURVEY CONTROL
 ET0659  ___________________________________________________________________
 ET0659* NAD 83(1986)-  34 28 28.     (N)    113 42 58.     (W)     SCALED    
 ET0659* NAVD 88     -       663.029  (meters)    2175.29   (feet)  ADJUSTED  
 ET0659  ___________________________________________________________________
 ET0659  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 ET0659  DYNAMIC HT  -         662.263 (meters)    2172.77  (feet)  COMP
 ET0659  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 ET0659  OBS GRAVITY -     979,457.9   (mgal)                       GRAV_OBS
 ET0659
 ET0659  VERT ORDER  -  FIRST     CLASS II
 ET0659
 ET0659.The horizontal coordinates were scaled from a topographic map and have
 ET0659.an estimated accuracy of +/- 6 seconds.
 ET0659
 ET0659.The orthometric height was determined by differential leveling
 ET0659.and adjusted in June 1991.
 ET0659
 ET0659.The geoid height was determined by GEOID03.
 ET0659
 ET0659.The dynamic height is computed by dividing the NAVD 88
 ET0659.geopotential number by the normal gravity value computed on the
 ET0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0659.degrees latitude (g = 980.6199 gals.).
 ET0659
 ET0659.The modeled gravity was interpolated from observed gravity values.
 ET0659.The observed gravity was obtained from relative gravimeter ties
 ET0659.to the IGSN71 gravity network.
 ET0659
 ET0659;                    North         East    Units  Estimated Accuracy
 ET0659;SPC AZ W     -   385,290.      216,470.      MT  (+/- 180 meters Scaled)
 ET0659
 ET0659                          SUPERSEDED SURVEY CONTROL
 ET0659
 ET0659  NGVD 29 (??/??/92)  662.315  (m)         2172.95   (f) ADJ UNCH    1 2
 ET0659
 ET0659.Superseded values are not recommended for survey control.
 ET0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0659.See file dsdata.txt to determine how the superseded data were derived.
 ET0659
 ET0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD505181(NAD 83)
 ET0659_MARKER: DB = BENCH MARK DISK
 ET0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0659_STAMPING: Y 285 1950
 ET0659_MARK LOGO: CGS   
 ET0659_PROJECTION: FLUSH
 ET0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0659+STABILITY: SURFACE MOTION
 ET0659
 ET0659  HISTORY     - Date     Condition        Report By
 ET0659  HISTORY     - 1950     MONUMENTED       CGS
 ET0659  HISTORY     - 1981     GOOD             NGS
 ET0659  HISTORY     - 19870504 GOOD             USGS
 ET0659
 ET0659                          STATION DESCRIPTION
 ET0659
 ET0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0659'39.2 MI SE FROM YUCCA.
 ET0659'39.2 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0659'AT YUCCA, 0.2 MILE NORTHWEST OF A PROMINENT SHARP CURVE AND THE
 ET0659'JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 34 FEET NORTHEAST OF THE
 ET0659'CENTER LINE OF THE ROAD, 21 FEET NORTHEAST OF A 14-INCH JOSHUA TREE, 7
 ET0659'FEET SOUTHWEST OF THE SOUTHWEST BANK OF A WIDE DRY WASH, 3.9 FEET
 ET0659'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 ET0659'OF A CONCRETE POST FLUSH WITH THE GROUND.
 ET0659
 ET0659                          STATION RECOVERY (1981)
 ET0659
 ET0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ET0659'62.0 KM (38.55 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0659'INTERSTATE HIGHWAY 40 IN YUCCA, 0.5 KM (0.3 MI) NORTH ALONG THE NEW
 ET0659'ALAMO ROAD FROM THE JUNCTION OF A DIRT ROAD AND THE SOUTHEAST END OF A
 ET0659'LANDING STRIP, 0.3 KM (0.2 MI) NORTHWEST ALONG THE OLD ALAMO ROAD FROM
 ET0659'A PROMINENT CURVE AND THE JUNCTION OF AN OLD DIRT ROAD LEADING
 ET0659'NORTHEAST, SET ON THE OLD ALAMO ROAD GRADE PARALLELING A DRY WASH,
 ET0659'109.7 METERS (360 FT) EAST OF THE CENTERLINE OF NEW ALAMO ROAD, 10.4
 ET0659'METERS (34.0 FT) NORTHEAST OF THE CENTERLINE OF OLD ALAMO ROAD, 6.4
 ET0659'METERS (21.0 FT) NORTHEAST OF A 14-INCH JOSHUA TREE, 2.1 METERS (7.0
 ET0659'FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A WIDE WASH, 1.2 METERS (3.9
 ET0659'FT) NORTH OF A WOODEN WITNESS POST.
 ET0659'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 ET0659'THE MARK IS ABOVE LEVEL WITH THE OLD ROAD.
 ET0659
 ET0659                          STATION RECOVERY (1987)
 ET0659
 ET0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0738 ***********************************************************************
 ET0738  DESIGNATION -  Y 286
 ET0738  PID         -  ET0738
 ET0738  STATE/COUNTY-  AZ/MOHAVE
 ET0738  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0738
 ET0738                         *CURRENT SURVEY CONTROL
 ET0738  ___________________________________________________________________
 ET0738* NAD 83(1986)-  34 36 30.     (N)    113 32 55.     (W)     SCALED    
 ET0738* NAVD 88     -       581.501  (meters)    1907.81   (feet)  POSTED    
 ET0738  ___________________________________________________________________
 ET0738  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 ET0738  DYNAMIC HT  -         580.830 (meters)    1905.61  (feet)  COMP
 ET0738  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 ET0738
 ET0738  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0738
 ET0738.The horizontal coordinates were scaled from a topographic map and have
 ET0738.an estimated accuracy of +/- 6 seconds.
 ET0738
 ET0738.The orthometric height was determined by differential leveling
 ET0738.and adjusted in November 2005.
 ET0738.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0738.rate of 0.0 thru 1.0 mm/km.
 ET0738
 ET0738.The geoid height was determined by GEOID03.
 ET0738
 ET0738.The dynamic height is computed by dividing the NAVD 88
 ET0738.geopotential number by the normal gravity value computed on the
 ET0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0738.degrees latitude (g = 980.6199 gals.).
 ET0738
 ET0738.The modeled gravity was interpolated from observed gravity values.
 ET0738
 ET0738;                    North         East    Units  Estimated Accuracy
 ET0738;SPC AZ W     -   400,160.      231,830.      MT  (+/- 180 meters Scaled)
 ET0738
 ET0738                          SUPERSEDED SURVEY CONTROL
 ET0738
 ET0738  NGVD 29 (??/??/92)  580.792  (m)         1905.48   (f) ADJ UNCH    1 2
 ET0738
 ET0738.Superseded values are not recommended for survey control.
 ET0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0738.See file dsdata.txt to determine how the superseded data were derived.
 ET0738
 ET0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD663325(NAD 83)
 ET0738_MARKER: DB = BENCH MARK DISK
 ET0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0738_STAMPING: Y 286 1950
 ET0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0738+STABILITY: SURFACE MOTION
 ET0738
 ET0738  HISTORY     - Date     Condition        Report By
 ET0738  HISTORY     - 1950     MONUMENTED       CGS
 ET0738  HISTORY     - 1967     GOOD             USGS
 ET0738
 ET0738                          STATION DESCRIPTION
 ET0738
 ET0738'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ET0738'9.6 MI S FROM WIKIEUP.
 ET0738'7.2 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0738'WIKIEUP, THENCE 2.4 MILES SOUTH ALONG A COUNTY DIRT ROAD, 0.25 MILE
 ET0738'NORTHEAST OF A POINT WHERE A POWER LINE CROSSES THE ROAD, 32 FEET EAST
 ET0738'OF THE EAST BASE OF A PROMINENT ROCKY HILL, 24 1/2 FEET WEST OF THE
 ET0738'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 23 1/2 FEET WEST
 ET0738'OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTHEAST OF A WITNESS POST,
 ET0738'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ET0738'POST FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM WIKIEUP POST OFFICE
 ET0738'PROCEED SOUTH ALONG STATE HIGHWY NO. 93, 7.8 MILES TO SIGNAL ROAD
 ET0738'HEADING SW.  TURN RIGHT ON SIGNAL ROAD AND GO 1.4 MILES TO DRAIN
 ET0738'CROSSING.  TURN RIGHT AT DRAIN CROSSING AND GO APPROXIMATE 0.5 MILE TO
 ET0738'DRAIN FORK.  BENCH MARK IS 100 YARDS SOUTH OF DRAIN FORK ON OLD SIGNAL
 ET0738'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0606 ***********************************************************************
 ET0606  DESIGNATION -  Y 287
 ET0606  PID         -  ET0606
 ET0606  STATE/COUNTY-  AZ/MOHAVE
 ET0606  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0606
 ET0606                         *CURRENT SURVEY CONTROL
 ET0606  ___________________________________________________________________
 ET0606* NAD 83(1986)-  34 34 27.     (N)    113 21 40.     (W)     SCALED    
 ET0606* NAVD 88     -       731.620  (meters)    2400.32   (feet)  POSTED    
 ET0606  ___________________________________________________________________
 ET0606  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 ET0606  DYNAMIC HT  -         730.750 (meters)    2397.47  (feet)  COMP
 ET0606  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 ET0606
 ET0606  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0606
 ET0606.The horizontal coordinates were scaled from a topographic map and have
 ET0606.an estimated accuracy of +/- 6 seconds.
 ET0606
 ET0606.The orthometric height was determined by differential leveling
 ET0606.and adjusted in November 2005.
 ET0606.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0606.rate of 0.0 thru 1.0 mm/km.
 ET0606
 ET0606.The geoid height was determined by GEOID03.
 ET0606
 ET0606.The dynamic height is computed by dividing the NAVD 88
 ET0606.geopotential number by the normal gravity value computed on the
 ET0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0606.degrees latitude (g = 980.6199 gals.).
 ET0606
 ET0606.The modeled gravity was interpolated from observed gravity values.
 ET0606
 ET0606;                    North         East    Units  Estimated Accuracy
 ET0606;SPC AZ W     -   396,420.      249,040.      MT  (+/- 180 meters Scaled)
 ET0606
 ET0606                          SUPERSEDED SURVEY CONTROL
 ET0606
 ET0606  NGVD 29 (??/??/92)  730.907  (m)         2397.98   (f) ADJ UNCH    1 2
 ET0606
 ET0606.Superseded values are not recommended for survey control.
 ET0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0606.See file dsdata.txt to determine how the superseded data were derived.
 ET0606
 ET0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD834283(NAD 83)
 ET0606_MARKER: DB = BENCH MARK DISK
 ET0606_SETTING: 66 = SET IN ROCK OUTCROP
 ET0606_SP_SET: OUTCROP
 ET0606_STAMPING: Y 287 1950
 ET0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0606+STABILITY: POSITION/ELEVATION WELL
 ET0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0606+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0606
 ET0606  HISTORY     - Date     Condition        Report By
 ET0606  HISTORY     - 1950     MONUMENTED       CGS
 ET0606  HISTORY     - 1975     GOOD             USGS
 ET0606  HISTORY     - 20081130 GOOD             GEOCAC
 ET0606
 ET0606                          STATION DESCRIPTION
 ET0606
 ET0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0606'23.9 MI SE FROM WIKIEUP.
 ET0606'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0606'WIKIEUP, THENCE 16.5 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, ABOUT
 ET0606'55 YARDS NORTHWEST OF A POINT WHERE THE ROAD CROSSES A DRY WASH, 72
 ET0606'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE WASH, IN THE TOP OF A
 ET0606'CONGLOMERATE OUTCROP, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 ET0606'ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED BY THE WHITE PAINTED
 ET0606'LETTERS B M.
 ET0606
 ET0606                          STATION RECOVERY (1975)
 ET0606
 ET0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0606'WIKIEUP POST OFFICE 8.0 MI S. OF, ALONG STATE HWY. 93, THENCE 13.3 MI
 ET0606'SE. ALONG COUNTY RD. ABOUT 55 YD NW. OF POINT WHERE RD. CROSSES DRY
 ET0606'WASH. 72 FT NE. OF APPROXIMATE CENTER OF WASH, 50 FT SW. AND ABOUT
 ET0606'LEVEL WITH CENTERLINE OF RD. SET IN TOP OF CONGLOMERATE OUTCROP. NGS
 ET0606'TABLET STAMPED Y 287 1950.
 ET0606
 ET0606                          STATION RECOVERY (2008)
 ET0606
 ET0606'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0606'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ET0606'THE DESCRIPTION - THE CONGLOMERATE OUTCROP IS APPROXIMATELY 20 FEET BY
 ET0606'6 FEET. HANDHELD COORDINATES
 ET0606'34 34 27.2 (N)   113 21 40.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0326 ***********************************************************************
 ET0326  DESIGNATION -  Y 288
 ET0326  PID         -  ET0326
 ET0326  STATE/COUNTY-  AZ/YAVAPAI
 ET0326  USGS QUAD   -  HILLSIDE (1969)
 ET0326
 ET0326                         *CURRENT SURVEY CONTROL
 ET0326  ___________________________________________________________________
 ET0326* NAD 83(1986)-  34 24 49.     (N)    112 54 25.     (W)     SCALED    
 ET0326* NAVD 88     -      1189.162  (meters)    3901.44   (feet)  POSTED    
 ET0326  ___________________________________________________________________
 ET0326  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 ET0326  DYNAMIC HT  -        1187.640 (meters)    3896.45  (feet)  COMP
 ET0326  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 ET0326
 ET0326  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0326
 ET0326.The horizontal coordinates were scaled from a topographic map and have
 ET0326.an estimated accuracy of +/- 6 seconds.
 ET0326
 ET0326.The orthometric height was determined by differential leveling
 ET0326.and adjusted in November 2005.
 ET0326.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0326.rate of 1.1 thru 2.0 mm/km.
 ET0326
 ET0326.The geoid height was determined by GEOID03.
 ET0326
 ET0326.The dynamic height is computed by dividing the NAVD 88
 ET0326.geopotential number by the normal gravity value computed on the
 ET0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0326.degrees latitude (g = 980.6199 gals.).
 ET0326
 ET0326.The modeled gravity was interpolated from observed gravity values.
 ET0326
 ET0326;                    North         East    Units  Estimated Accuracy
 ET0326;SPC AZ C     -   378,970.      122,330.      MT  (+/- 180 meters Scaled)
 ET0326
 ET0326                          SUPERSEDED SURVEY CONTROL
 ET0326
 ET0326  NGVD 29 (??/??/92) 1188.391  (m)         3898.91   (f) ADJ UNCH    1 2
 ET0326
 ET0326.Superseded values are not recommended for survey control.
 ET0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0326.See file dsdata.txt to determine how the superseded data were derived.
 ET0326
 ET0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD247096(NAD 83)
 ET0326_MARKER: DB = BENCH MARK DISK
 ET0326_SETTING: 80 = SET IN A BOULDER
 ET0326_SP_SET: BOULDER
 ET0326_STAMPING: Y 288 1950
 ET0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0326+STABILITY: SURFACE MOTION
 ET0326
 ET0326  HISTORY     - Date     Condition        Report By
 ET0326  HISTORY     - 1950     MONUMENTED       CGS
 ET0326
 ET0326                          STATION DESCRIPTION
 ET0326
 ET0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0326'0.7 MI E FROM HILLSIDE.
 ET0326'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 ET0326'STATION AT HILLSIDE, 10 1/2 FEET NORTHWEST OF THE 1ST POLE NORTHWEST
 ET0326'OF MILEPOLE 101, IN THE TOP OF A BLACK BOULDER FLUSH WITH THE GROUND,
 ET0326'59 FEET SOUTHWEST OF A FENCE, 38.9 FEET NORTHEAST OF THE NORTHEAST
 ET0326'RAIL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0341 ***********************************************************************
 ES0341  DESIGNATION -  Y 29
 ES0341  PID         -  ES0341
 ES0341  STATE/COUNTY-  AZ/YAVAPAI
 ES0341  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0341
 ES0341                         *CURRENT SURVEY CONTROL
 ES0341  ___________________________________________________________________
 ES0341* NAD 83(1986)-  34 26 45.     (N)    111 41 27.     (W)     SCALED    
 ES0341* NAVD 88     -      1210.867  (meters)    3972.65   (feet)  ADJUSTED  
 ES0341  ___________________________________________________________________
 ES0341  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 ES0341  DYNAMIC HT  -        1209.283 (meters)    3967.46  (feet)  COMP
 ES0341  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 ES0341
 ES0341  VERT ORDER  -  FIRST     CLASS II
 ES0341
 ES0341.The horizontal coordinates were scaled from a topographic map and have
 ES0341.an estimated accuracy of +/- 6 seconds.
 ES0341
 ES0341.The orthometric height was determined by differential leveling
 ES0341.and adjusted in June 1991.
 ES0341
 ES0341.The geoid height was determined by GEOID03.
 ES0341
 ES0341.The dynamic height is computed by dividing the NAVD 88
 ES0341.geopotential number by the normal gravity value computed on the
 ES0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0341.degrees latitude (g = 980.6199 gals.).
 ES0341
 ES0341.The modeled gravity was interpolated from observed gravity values.
 ES0341
 ES0341;                    North         East    Units  Estimated Accuracy
 ES0341;SPC AZ C     -   382,130.      234,110.      MT  (+/- 180 meters Scaled)
 ES0341
 ES0341                          SUPERSEDED SURVEY CONTROL
 ES0341
 ES0341  NGVD 29 (??/??/92) 1210.128  (m)         3970.23   (f) ADJ UNCH    1 2
 ES0341
 ES0341.Superseded values are not recommended for survey control.
 ES0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0341.See file dsdata.txt to determine how the superseded data were derived.
 ES0341
 ES0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD365118(NAD 83)
 ES0341_MARKER: DB = BENCH MARK DISK
 ES0341_SETTING: 66 = SET IN ROCK OUTCROP
 ES0341_SP_SET: ROCK OUTCROP
 ES0341_MARK LOGO: CGS   
 ES0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0341+STABILITY: POSITION/ELEVATION WELL
 ES0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0341+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0341
 ES0341  HISTORY     - Date     Condition        Report By
 ES0341  HISTORY     - UNK      MONUMENTED       CGS
 ES0341  HISTORY     - 1933     GOOD             NGS
 ES0341  HISTORY     - 1982     GOOD             NGS
 ES0341  HISTORY     - 20080725 GOOD             GEOCAC
 ES0341
 ES0341                          STATION DESCRIPTION
 ES0341
 ES0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0341'16.6 MI SE FROM CAMP VERDE.
 ES0341'AT SIDE OF HIGHWAY, 0.7 MILES NORTHWEST OF POINT WHERE HIGHWAY PASSES
 ES0341'BETWEEN TWO GRANITE STOCKS, 0.2 MILES SOUTHEAST OF ROAD CAMP, MIDWAY
 ES0341'BETWEEN WASH CROSSINGS, 70 FEET SOUTHEAST OF LOG CABIN, ON SOUTHWEST
 ES0341'EDGE OF LARGE CONGLOMERATE ROCK OUTCROP, 45 FEET NORTHEAST OF HIGHWAY
 ES0341'CENTER-LINE.
 ES0341
 ES0341                          STATION RECOVERY (1982)
 ES0341
 ES0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0341'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0341'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0341'OFFICE IN CAMP VERDE, THENCE 12.6 KM (7.8 MI) SOUTHEAST ALONG FOSSIL
 ES0341'CREEK ROAD, IN TOP OF A SMALL LEDGE OF OUTCROP MIDWAY BETWEEN TWO
 ES0341'CONCRETE WASH CROSSINGS, 15.0 METERS (49 FT) NORTHEAST OF THE ROAD
 ES0341'CENTERLINE.
 ES0341'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 ES0341'THE MARK IS 1.0 M ABOVE THE ROAD.
 ES0341
 ES0341                          STATION RECOVERY (2008)
 ES0341
 ES0341'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0341'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ES0341'34 26 45.4 (N)   111 41 26.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0636 ***********************************************************************
 ET0636  DESIGNATION -  Y 290
 ET0636  PID         -  ET0636
 ET0636  STATE/COUNTY-  AZ/YAVAPAI
 ET0636  USGS QUAD   -  THORN PEAK (1967)
 ET0636
 ET0636                         *CURRENT SURVEY CONTROL
 ET0636  ___________________________________________________________________
 ET0636* NAD 83(1986)-  34 29 18.     (N)    113 10 56.     (W)     SCALED    
 ET0636* NAVD 88     -       890.575  (meters)    2921.83   (feet)  POSTED    
 ET0636  ___________________________________________________________________
 ET0636  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 ET0636  DYNAMIC HT  -         889.490 (meters)    2918.27  (feet)  COMP
 ET0636  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 ET0636
 ET0636  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0636
 ET0636.The horizontal coordinates were scaled from a topographic map and have
 ET0636.an estimated accuracy of +/- 6 seconds.
 ET0636
 ET0636.The orthometric height was determined by differential leveling
 ET0636.and adjusted in November 2005.
 ET0636.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0636.rate of 1.1 thru 2.0 mm/km.
 ET0636
 ET0636.The geoid height was determined by GEOID03.
 ET0636
 ET0636.The dynamic height is computed by dividing the NAVD 88
 ET0636.geopotential number by the normal gravity value computed on the
 ET0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0636.degrees latitude (g = 980.6199 gals.).
 ET0636
 ET0636.The modeled gravity was interpolated from observed gravity values.
 ET0636
 ET0636;                    North         East    Units  Estimated Accuracy
 ET0636;SPC AZ C     -   387,550.       97,120.      MT  (+/- 180 meters Scaled)
 ET0636
 ET0636                          SUPERSEDED SURVEY CONTROL
 ET0636
 ET0636  NGVD 29 (??/??/92)  889.853  (m)         2919.46   (f) ADJ UNCH    1 2
 ET0636
 ET0636.Superseded values are not recommended for survey control.
 ET0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0636.See file dsdata.txt to determine how the superseded data were derived.
 ET0636
 ET0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD996184(NAD 83)
 ET0636_MARKER: DB = BENCH MARK DISK
 ET0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0636_STAMPING: Y 290 1950
 ET0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0636+STABILITY: SURFACE MOTION
 ET0636
 ET0636  HISTORY     - Date     Condition        Report By
 ET0636  HISTORY     - 1950     MONUMENTED       CGS
 ET0636
 ET0636                          STATION DESCRIPTION
 ET0636
 ET0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0636'11.2 MI S FROM BAGDAD.
 ET0636'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0636'AT BAGDAD, THENCE 4.4 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.45
 ET0636'MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO A
 ET0636'RANCHHOUSE, AT A CROSSING OF A SMALL DRY WASH, 74 FEET SOUTHWEST OF
 ET0636'THE APPROXIMATE CENTER OF THE WASH, 48 FEET NORTHWEST OF THE CENTER
 ET0636'LINE OF THE ROAD, 2.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2
 ET0636'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0636'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0396 ***********************************************************************
 CZ0396  DESIGNATION -  Y 291
 CZ0396  PID         -  CZ0396
 CZ0396  STATE/COUNTY-  AZ/PINAL
 CZ0396  USGS QUAD   -  RED ROCK (1993)
 CZ0396
 CZ0396                         *CURRENT SURVEY CONTROL
 CZ0396  ___________________________________________________________________
 CZ0396* NAD 83(1986)-  32 33 30.     (N)    111 22 05.     (W)     SCALED    
 CZ0396* NAVD 88     -       556.99   (+/-2cm)    1827.4    (feet)  VERTCON   
 CZ0396  ___________________________________________________________________
 CZ0396  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CZ0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0396
 CZ0396.The horizontal coordinates were scaled from a topographic map and have
 CZ0396.an estimated accuracy of +/- 6 seconds.
 CZ0396
 CZ0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0396.The vertical order pertains to the NGVD 29 superseded value.
 CZ0396
 CZ0396.The geoid height was determined by GEOID03.
 CZ0396
 CZ0396;                    North         East    Units  Estimated Accuracy
 CZ0396;SPC AZ C     -   172,910.      264,880.      MT  (+/- 180 meters Scaled)
 CZ0396
 CZ0396                          SUPERSEDED SURVEY CONTROL
 CZ0396
 CZ0396  NGVD 29 (??/??/92)  556.567  (m)         1826.00   (f) ADJ UNCH    2 0
 CZ0396
 CZ0396.Superseded values are not recommended for survey control.
 CZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0396.See file dsdata.txt to determine how the superseded data were derived.
 CZ0396
 CZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB654023(NAD 83)
 CZ0396_MARKER: DB = BENCH MARK DISK
 CZ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0396_STAMPING: Y 291 1951
 CZ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0396+STABILITY: SURFACE MOTION
 CZ0396
 CZ0396  HISTORY     - Date     Condition        Report By
 CZ0396  HISTORY     - 1951     MONUMENTED       CGS
 CZ0396  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0396
 CZ0396                          STATION DESCRIPTION
 CZ0396
 CZ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0396'3 MI W FROM RED ROCK.
 CZ0396'ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN
 CZ0396'PACIFIC RAILROAD STATION AT RED ROCK, THENCE 2.8 MILES WEST ALONG A
 CZ0396'GRADED ROAD, 0.3 MILE WEST OF A T JUNCTION OF A ROAD LEADING SOUTH,
 CZ0396'0.1 MILE WEST OF A Y JUNCTION OF A ROAD LEADING NORTHWEST, AT A T
 CZ0396'JUNCTION OF A DIRT ROAD LEADING SOUTH ABOUT MIDWAY BETWEEN TWO GATES
 CZ0396'IN A FENCE LINE, 34.2 FEET NORTH OF A POWER LINE POLE, 28 FEET SOUTH
 CZ0396'OF THE CENTER LINE OF THE MAIN ROAD, 20.3 FEET WEST OF THE WEST GATE
 CZ0396'POST OF THE EAST GATE, 21.1 FEET EAST OF THE EAST GATE POST OF THE
 CZ0396'WEST GATE, 1.2 FEET NORTH OF A FENCE, 1.9 FEET WEST OF A WITNESS POT,
 CZ0396'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CZ0396'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ0396
 CZ0396                          STATION RECOVERY (1977)
 CZ0396
 CZ0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0415 ***********************************************************************
 CZ0415  DESIGNATION -  Y 292
 CZ0415  PID         -  CZ0415
 CZ0415  STATE/COUNTY-  AZ/PINAL
 CZ0415  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0415
 CZ0415                         *CURRENT SURVEY CONTROL
 CZ0415  ___________________________________________________________________
 CZ0415* NAD 83(1986)-  32 31 02.     (N)    111 23 36.     (W)     SCALED    
 CZ0415* NAVD 88     -       562.64   (+/-2cm)    1845.9    (feet)  VERTCON   
 CZ0415  ___________________________________________________________________
 CZ0415  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0415
 CZ0415.The horizontal coordinates were scaled from a topographic map and have
 CZ0415.an estimated accuracy of +/- 6 seconds.
 CZ0415
 CZ0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0415.The vertical order pertains to the NGVD 29 superseded value.
 CZ0415
 CZ0415.The geoid height was determined by GEOID03.
 CZ0415
 CZ0415;                    North         East    Units  Estimated Accuracy
 CZ0415;SPC AZ C     -   168,340.      262,530.      MT  (+/- 180 meters Scaled)
 CZ0415
 CZ0415                          SUPERSEDED SURVEY CONTROL
 CZ0415
 CZ0415  NGVD 29 (??/??/92)  562.166  (m)         1844.37   (f) ADJ UNCH    2 0
 CZ0415
 CZ0415.Superseded values are not recommended for survey control.
 CZ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0415.See file dsdata.txt to determine how the superseded data were derived.
 CZ0415
 CZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA630978(NAD 83)
 CZ0415_MARKER: DB = BENCH MARK DISK
 CZ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0415_STAMPING: Y 292 1951
 CZ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0415+STABILITY: SURFACE MOTION
 CZ0415
 CZ0415  HISTORY     - Date     Condition        Report By
 CZ0415  HISTORY     - 1951     MONUMENTED       CGS
 CZ0415  HISTORY     - 1977     GOOD             USGS
 CZ0415
 CZ0415                          STATION DESCRIPTION
 CZ0415
 CZ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0415'8.2 MI SW FROM RED ROCK.
 CZ0415'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0415'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0415'ROAD, THENCE 2.3 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD, AT
 CZ0415'A WIRE GATE OF A FENCE LINE CROSSING THE ROAD, AND AT THE NORTHEAST
 CZ0415'FOOT OF A BLACK ROCKY HILL, 33 1/2 FEET NORTHEAST OF THE CENTER LINE
 CZ0415'OF THE ROAD, 26.2 FEET NORTHEAST OF THE NORTHEAST GATE POST, 1.8 FEET
 CZ0415'SOUTHEAST OF THE FENCE, 1.9 FEET SOUTHWEST OF THE WITNESS POST, AND
 CZ0415'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0415'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CZ0415
 CZ0415                          STATION RECOVERY (1977)
 CZ0415
 CZ0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0415'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0415'STATION AT RED ROCK, THENCE 5.7 MI SW. ALONG SASCO RD., THENCE 2.3 MI
 CZ0415'SE. AT NORTHEAST FOOT OF BLACK, ROCKY HILL, 33 FT NE. OF RD. AND
 CZ0415'TRAIL INT., 13 FT NW. OF TRAIL, 1.8 FT. SE. OF FENCE, 1.9 FT SW. OF
 CZ0415'WITNESS POST, ABOUT 2 FT LOWER THAN RD. IN CONCRETE POST PROJECTING
 CZ0415'0.5 FT. NGS DISK STAMPED Y 292 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2588 ***********************************************************************
 AB2588  DESIGNATION -  Y 293 RESET
 AB2588  PID         -  AB2588
 AB2588  STATE/COUNTY-  AZ/PIMA
 AB2588  USGS QUAD   -  WEST OF MARANA (1989)
 AB2588
 AB2588                         *CURRENT SURVEY CONTROL
 AB2588  ___________________________________________________________________
 AB2588* NAD 83(1986)-  32 26 39.     (N)    111 18 12.     (W)     SCALED    
 AB2588* NAVD 88     -       592.31   (+/-2cm)    1943.3    (feet)  VERTCON   
 AB2588  ___________________________________________________________________
 AB2588  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AB2588  VERT ORDER  -  THIRD (See Below)
 AB2588
 AB2588.The horizontal coordinates were scaled from a topographic map and have
 AB2588.an estimated accuracy of +/- 6 seconds.
 AB2588
 AB2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2588.The vertical order pertains to the NGVD 29 superseded value.
 AB2588
 AB2588.The geoid height was determined by GEOID03.
 AB2588
 AB2588;                    North         East    Units  Estimated Accuracy
 AB2588;SPC AZ C     -   160,280.      271,030.      MT  (+/- 180 meters Scaled)
 AB2588
 AB2588                          SUPERSEDED SURVEY CONTROL
 AB2588
 AB2588  NGVD 29 (03/28/06)  591.77   (m)         1941.5    (f) RESET       3  
 AB2588
 AB2588.Superseded values are not recommended for survey control.
 AB2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2588.See file dsdata.txt to determine how the superseded data were derived.
 AB2588
 AB2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA714897(NAD 83)
 AB2588_MARKER: DV = VERTICAL CONTROL DISK
 AB2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2588_STAMPING: Y 293 RESET 1995
 AB2588_MARK LOGO: NGS   
 AB2588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2588+STABILITY: SURFACE MOTION
 AB2588
 AB2588  HISTORY     - Date     Condition        Report By
 AB2588  HISTORY     - 1995     MONUMENTED       AZ-019
 AB2588
 AB2588                          STATION DESCRIPTION
 AB2588
 AB2588'DESCRIBED BY PIMA COUNTY ARIZONA 1995 (RLL)
 AB2588'IN MARANA, FROM THE INTERSECTION OF TRICO-MARANA ROAD AND INTERSTATE
 AB2588'HIGHWAY 10, THENCE WEST ALONG TRICO-MARANA ROAD, 4.8 MILES (7.7 KM) TO
 AB2588'TRICO ROAD, THENCE SOUTH ALONG TRICO ROAD, 0.5 MILES (0.8 KM) TO
 AB2588'SILVERBELL ROAD, AT THE HALBERG COMMUNITY CENTER, 340 FEET (103.6 M)
 AB2588'EAST OF THE CENTERLINE OF TRICO ROAD, 65 FEET (19.8 M) NORTH OF THE
 AB2588'CENTERLINE OF SILVERBELL ROAD, AND 98 FEET (29.9 M) WEST OF A FLAG
 AB2588'POLE, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0654 ***********************************************************************
 CZ0654  DESIGNATION -  Y 294
 CZ0654  PID         -  CZ0654
 CZ0654  STATE/COUNTY-  AZ/PIMA
 CZ0654  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0654
 CZ0654                         *CURRENT SURVEY CONTROL
 CZ0654  ___________________________________________________________________
 CZ0654* NAD 83(1986)-  32 25 46.     (N)    111 22 20.     (W)     SCALED    
 CZ0654* NAVD 88     -       614.32   (+/-2cm)    2015.5    (feet)  VERTCON   
 CZ0654  ___________________________________________________________________
 CZ0654  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CZ0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0654
 CZ0654.The horizontal coordinates were scaled from a topographic map and have
 CZ0654.an estimated accuracy of +/- 6 seconds.
 CZ0654
 CZ0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0654.The vertical order pertains to the NGVD 29 superseded value.
 CZ0654
 CZ0654.The geoid height was determined by GEOID03.
 CZ0654
 CZ0654;                    North         East    Units  Estimated Accuracy
 CZ0654;SPC AZ C     -   158,610.      264,560.      MT  (+/- 180 meters Scaled)
 CZ0654
 CZ0654                          SUPERSEDED SURVEY CONTROL
 CZ0654
 CZ0654  NGVD 29 (??/??/92)  613.783  (m)         2013.72   (f) ADJ UNCH    2 0
 CZ0654
 CZ0654.Superseded values are not recommended for survey control.
 CZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0654.See file dsdata.txt to determine how the superseded data were derived.
 CZ0654
 CZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA650880(NAD 83)
 CZ0654_MARKER: DB = BENCH MARK DISK
 CZ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0654_STAMPING: Y 294 1951
 CZ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0654+STABILITY: SURFACE MOTION
 CZ0654
 CZ0654  HISTORY     - Date     Condition        Report By
 CZ0654  HISTORY     - 1951     MONUMENTED       CGS
 CZ0654
 CZ0654                          STATION DESCRIPTION
 CZ0654
 CZ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0654'23.75 MI W FROM RILLITO.
 CZ0654'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0654'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0654'ROAD LEADING THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 9.6 MILES
 CZ0654'WEST ALONG SILVER BELL ROAD, ACROSS THE MARANA NO 2 AIRPORT, TO THE
 CZ0654'TRICO ELECTRIC POWER PLANT, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD
 CZ0654'TO MARANA NO 4 AIRPORT, THENCE 4.3 MILES WEST ALONG A GRAVEL ROAD TO
 CZ0654'AN INTERSECTION, THENCE 4.1 MILES NORTH ALONG A DIRT ROAD TO AN
 CZ0654'INTERSECTION, AT AN INTERSECTION OF ROADS LEADING NORTH-SOUTH AND
 CZ0654'EAST-WEST, 121 FEET NORTHWEST OF THE CENTER OF THE ROAD INTERSECTION,
 CZ0654'104 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 44 FEET
 CZ0654'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST TO THE MARANA NO 5
 CZ0654'AIRPORT, 2.4 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CZ0654'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CZ0654'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0623 ***********************************************************************
 CZ0623  DESIGNATION -  Y 295
 CZ0623  PID         -  CZ0623
 CZ0623  STATE/COUNTY-  AZ/PIMA
 CZ0623  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0623
 CZ0623                         *CURRENT SURVEY CONTROL
 CZ0623  ___________________________________________________________________
 CZ0623* NAD 83(1986)-  32 20 19.     (N)    111 27 55.     (W)     SCALED    
 CZ0623* NAVD 88     -       759.62   (+/-2cm)    2492.2    (feet)  VERTCON   
 CZ0623  ___________________________________________________________________
 CZ0623  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CZ0623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0623
 CZ0623.The horizontal coordinates were scaled from a topographic map and have
 CZ0623.an estimated accuracy of +/- 6 seconds.
 CZ0623
 CZ0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0623.The vertical order pertains to the NGVD 29 superseded value.
 CZ0623
 CZ0623.The geoid height was determined by GEOID03.
 CZ0623
 CZ0623;                    North         East    Units  Estimated Accuracy
 CZ0623;SPC AZ C     -   148,500.      255,850.      MT  (+/- 180 meters Scaled)
 CZ0623
 CZ0623                          SUPERSEDED SURVEY CONTROL
 CZ0623
 CZ0623  NGVD 29 (??/??/92)  759.021  (m)         2490.22   (f) ADJ UNCH    2 0
 CZ0623
 CZ0623.Superseded values are not recommended for survey control.
 CZ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0623.See file dsdata.txt to determine how the superseded data were derived.
 CZ0623
 CZ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA562780(NAD 83)
 CZ0623_MARKER: DB = BENCH MARK DISK
 CZ0623_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0623_SP_SET: ROCK OUTCROP
 CZ0623_STAMPING: Y 295 1951
 CZ0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0623+STABILITY: POSITION/ELEVATION WELL
 CZ0623
 CZ0623  HISTORY     - Date     Condition        Report By
 CZ0623  HISTORY     - 1951     MONUMENTED       CGS
 CZ0623
 CZ0623                          STATION DESCRIPTION
 CZ0623
 CZ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0623'13.1 MI SE FROM SILVER BELL.
 CZ0623'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE CEMETERY AT SILVER BELL,
 CZ0623'THENCE 10.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 2.9 MILE
 CZ0623'NORTHEAST ALONG A TRACK ROAD, 1 MILE NORTHEAST OF A FENCE ALONG THE
 CZ0623'PAPAGO INDIAN RESERVATION BOUNDRY, 0.15 MILE NORTH OF A Y JUNCTION OF
 CZ0623'A ROAD LEADING SOUTHWEST, ABOUT 175 YARDS SOUTH OF AN OLD ABANDONED
 CZ0623'ADOBE BUILDING, 55 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD 3.5
 CZ0623'FEET WEST OF A 6 INCH MESQUITE TREE, AND ABOUT 8 FEET HIGHER THAN THE
 CZ0623'ROAD, ON THE EAST SIDE AND NORTH END OF A LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0774 ***********************************************************************
 CZ0774  DESIGNATION -  Y 296
 CZ0774  PID         -  CZ0774
 CZ0774  STATE/COUNTY-  AZ/PIMA
 CZ0774  USGS QUAD   -  THREE POINTS (1992)
 CZ0774
 CZ0774                         *CURRENT SURVEY CONTROL
 CZ0774  ___________________________________________________________________
 CZ0774* NAD 83(1986)-  32 04 37.     (N)    111 20 36.     (W)     SCALED    
 CZ0774* NAVD 88     -       775.10   (+/-2cm)    2543.0    (feet)  VERTCON   
 CZ0774  ___________________________________________________________________
 CZ0774  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CZ0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0774
 CZ0774.The horizontal coordinates were scaled from a topographic map and have
 CZ0774.an estimated accuracy of +/- 6 seconds.
 CZ0774
 CZ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0774.The vertical order pertains to the NGVD 29 superseded value.
 CZ0774
 CZ0774.The geoid height was determined by GEOID03.
 CZ0774
 CZ0774;                    North         East    Units  Estimated Accuracy
 CZ0774;SPC AZ C     -   119,540.      267,490.      MT  (+/- 180 meters Scaled)
 CZ0774
 CZ0774                          SUPERSEDED SURVEY CONTROL
 CZ0774
 CZ0774  NGVD 29 (??/??/92)  774.419  (m)         2540.74   (f) ADJ UNCH    2 0
 CZ0774
 CZ0774.Superseded values are not recommended for survey control.
 CZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0774.See file dsdata.txt to determine how the superseded data were derived.
 CZ0774
 CZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA675490(NAD 83)
 CZ0774_MARKER: DB = BENCH MARK DISK
 CZ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0774_STAMPING: Y 296 1951
 CZ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0774+STABILITY: SURFACE MOTION
 CZ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0774+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 CZ0774
 CZ0774  HISTORY     - Date     Condition        Report By
 CZ0774  HISTORY     - 1951     MONUMENTED       CGS
 CZ0774  HISTORY     - 1977     GOOD             USGS
 CZ0774  HISTORY     - 19950103 MARK NOT FOUND   USPSQD
 CZ0774  HISTORY     - 20061017 GOOD             AZDT
 CZ0774
 CZ0774                          STATION DESCRIPTION
 CZ0774
 CZ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0774'24.0 MI SW FROM TUCSON.
 CZ0774'24 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0774'HIGHWAY 86, 1.7 MILES WEST OF THE THREE POINT GRADE SCHOOL AT THREE
 CZ0774'POINTS, AND ABOUT 150 YARDS WEST OF A T JUNCTION OF A ROAD LEADING
 CZ0774'NORTH, 71 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 86, 3.5 FEET
 CZ0774'EAST OF A FENCE CORNER POST, 2.6 FEET WEST OF A WITNESS POST, AND
 CZ0774'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CZ0774'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0774
 CZ0774                          STATION RECOVERY (1977)
 CZ0774
 CZ0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0774'24 MILES SOUTHWEST OF U.S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0774'HIGHWAY 86, 1.7 MILES WEST OF THE GRADE SCHOOL AT THREE POINTS, ABOUT
 CZ0774'1325 FEET WEST OF A FOUR-SPAN REINFORCED CONCRETE BRIDGE, ABOUT 180
 CZ0774'FEET EAST OF A T JUNCTION OF A GRAVEL ROAD LEADING NORTH, ABOUT 340
 CZ0774'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 86, ABOUT 8 FEET LOWER
 CZ0774'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CZ0774'FOOT ABOVE THE GROUND.
 CZ0774
 CZ0774                          STATION RECOVERY (1995)
 CZ0774
 CZ0774'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0774'MARK NOT FOUND.
 CZ0774
 CZ0774                          STATION RECOVERY (2006)
 CZ0774
 CZ0774'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2006 (JC)
 CZ0774'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0025 ***********************************************************************
 DA0025  DESIGNATION -  Y 297
 DA0025  PID         -  DA0025
 DA0025  STATE/COUNTY-  AZ/PINAL
 DA0025  USGS QUAD   -  KOHATK (1981)
 DA0025
 DA0025                         *CURRENT SURVEY CONTROL
 DA0025  ___________________________________________________________________
 DA0025* NAD 83(1986)-  32 36 03.     (N)    112 02 26.     (W)     SCALED    
 DA0025* NAVD 88     -       531.53   (+/-2cm)    1743.9    (feet)  VERTCON   
 DA0025  ___________________________________________________________________
 DA0025  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DA0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0025
 DA0025.The horizontal coordinates were scaled from a topographic map and have
 DA0025.an estimated accuracy of +/- 6 seconds.
 DA0025
 DA0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0025.The vertical order pertains to the NGVD 29 superseded value.
 DA0025
 DA0025.The geoid height was determined by GEOID03.
 DA0025
 DA0025;                    North         East    Units  Estimated Accuracy
 DA0025;SPC AZ C     -   177,500.      201,730.      MT  (+/- 180 meters Scaled)
 DA0025
 DA0025                          SUPERSEDED SURVEY CONTROL
 DA0025
 DA0025  NGVD 29 (??/??/92)  530.904  (m)         1741.81   (f) ADJ UNCH    2 0
 DA0025
 DA0025.Superseded values are not recommended for survey control.
 DA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0025.See file dsdata.txt to determine how the superseded data were derived.
 DA0025
 DA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB023075(NAD 83)
 DA0025_MARKER: DB = BENCH MARK DISK
 DA0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0025_STAMPING: Y 297 1951
 DA0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0025+STABILITY: SURFACE MOTION
 DA0025
 DA0025  HISTORY     - Date     Condition        Report By
 DA0025  HISTORY     - 1951     MONUMENTED       CGS
 DA0025
 DA0025                          STATION DESCRIPTION
 DA0025
 DA0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0025'3.1 MI NW FROM QUAJOTE.
 DA0025'3.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE WINDMILL AT THE INDIAN
 DA0025'VILLAGE OF QUAJOTE, ON A PEBBLED FLAT, 0.3 MILE EAST OF THE JUNCTION
 DA0025'OF A GRADED ROAD LEADING SOUTH, 24 1/2 FEET NORTH OF THE CENTER LINE
 DA0025'OF THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 DA0025'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 DA0025'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1121 ***********************************************************************
 CZ1121  DESIGNATION -  Y 299
 CZ1121  PID         -  CZ1121
 CZ1121  STATE/COUNTY-  AZ/PINAL
 CZ1121  USGS QUAD   -  STANFIELD (1992)
 CZ1121
 CZ1121                         *CURRENT SURVEY CONTROL
 CZ1121  ___________________________________________________________________
 CZ1121* NAD 83(1986)-  32 55 22.     (N)    111 59 50.     (W)     SCALED    
 CZ1121* NAVD 88     -       387.80   (+/-2cm)    1272.3    (feet)  VERTCON   
 CZ1121  ___________________________________________________________________
 CZ1121  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 CZ1121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1121
 CZ1121.The horizontal coordinates were scaled from a topographic map and have
 CZ1121.an estimated accuracy of +/- 6 seconds.
 CZ1121
 CZ1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1121.The vertical order pertains to the NGVD 29 superseded value.
 CZ1121
 CZ1121.The geoid height was determined by GEOID03.
 CZ1121
 CZ1121;                    North         East    Units  Estimated Accuracy
 CZ1121;SPC AZ C     -   213,190.      205,830.      MT  (+/- 180 meters Scaled)
 CZ1121
 CZ1121                          SUPERSEDED SURVEY CONTROL
 CZ1121
 CZ1121  NGVD 29 (??/??/92)  387.239  (m)         1270.47   (f) ADJ UNCH    2 0
 CZ1121
 CZ1121.Superseded values are not recommended for survey control.
 CZ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1121.See file dsdata.txt to determine how the superseded data were derived.
 CZ1121
 CZ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB067431(NAD 83)
 CZ1121_MARKER: DB = BENCH MARK DISK
 CZ1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1121_STAMPING: Y 299 1952
 CZ1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1121+STABILITY: SURFACE MOTION
 CZ1121
 CZ1121  HISTORY     - Date     Condition        Report By
 CZ1121  HISTORY     - 1952     MONUMENTED       CGS
 CZ1121
 CZ1121                          STATION DESCRIPTION
 CZ1121
 CZ1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1121'4.4 MI NW FROM STANFIELD.
 CZ1121'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1121'STANFIELD, THENCE 3.0 MILES NORTH ALONG THE WHITE-PARKER ROAD, AT THE
 CZ1121'T JUNCTION OF A GRAVEL ROAD LEADING EAST NEAR A FARM LABOR CAMP, AT A
 CZ1121'FENCE LINE, ABOUT 40 YARDS SOUTHEAST ACROSS THE ROAD FROM THE ELEVATED
 CZ1121'WATER TANK FOR  THE CAMP, 48 FEET EAST OF THE CENTER LINE OF THE
 CZ1121'WHITE-PARKER ROAD, 37 1/2 FEET NORTH OF THE CENTER LINE OF A GRAVEL
 CZ1121'ROAD EAST, 8 1/2 FEET NORTHEAST OF A POWER LINE POLE, 2.6 FEET
 CZ1121'NORTHWEST OF A LARGE WOODEN FENCE POST, 1.5 FEET NORTH OF A WITNESS
 CZ1121'POST, 1.3 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CZ1121'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0468 ***********************************************************************
 ES0468  DESIGNATION -  Y 30
 ES0468  PID         -  ES0468
 ES0468  STATE/COUNTY-  AZ/YAVAPAI
 ES0468  USGS QUAD   -  CORNVILLE (1968)
 ES0468
 ES0468                         *CURRENT SURVEY CONTROL
 ES0468  ___________________________________________________________________
 ES0468* NAD 83(1986)-  34 38 24.     (N)    111 57 02.     (W)     SCALED    
 ES0468* NAVD 88     -      1010.763  (meters)    3316.14   (feet)  ADJUSTED  
 ES0468  ___________________________________________________________________
 ES0468  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 ES0468  DYNAMIC HT  -        1009.484 (meters)    3311.95  (feet)  COMP
 ES0468  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 ES0468
 ES0468  VERT ORDER  -  FIRST     CLASS II
 ES0468
 ES0468.The horizontal coordinates were scaled from a topographic map and have
 ES0468.an estimated accuracy of +/- 6 seconds.
 ES0468
 ES0468.The orthometric height was determined by differential leveling
 ES0468.and adjusted in June 1991.
 ES0468
 ES0468.The geoid height was determined by GEOID03.
 ES0468
 ES0468.The dynamic height is computed by dividing the NAVD 88
 ES0468.geopotential number by the normal gravity value computed on the
 ES0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0468.degrees latitude (g = 980.6199 gals.).
 ES0468
 ES0468.The modeled gravity was interpolated from observed gravity values.
 ES0468
 ES0468;                    North         East    Units  Estimated Accuracy
 ES0468;SPC AZ C     -   403,640.      210,250.      MT  (+/- 180 meters Scaled)
 ES0468
 ES0468                          SUPERSEDED SURVEY CONTROL
 ES0468
 ES0468  NGVD 29 (??/??/92) 1010.033  (m)         3313.75   (f) ADJ UNCH    1 2
 ES0468
 ES0468.Superseded values are not recommended for survey control.
 ES0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0468.See file dsdata.txt to determine how the superseded data were derived.
 ES0468
 ES0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD128335(NAD 83)
 ES0468_MARKER: DB = BENCH MARK DISK
 ES0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0468+STABILITY: SURFACE MOTION
 ES0468
 ES0468  HISTORY     - Date     Condition        Report By
 ES0468  HISTORY     - UNK      MONUMENTED       CGS
 ES0468  HISTORY     - 1933     GOOD             NGS
 ES0468
 ES0468                          STATION DESCRIPTION
 ES0468
 ES0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0468'8.8 MI NW FROM CAMP VERDE.
 ES0468'CONCRETE POST, AT SIDE OF HIGHWAY, 2.8 MILES NORTHWEST OF OLD AULTMAN
 ES0468'STORE, 0.6 MILES NORTH OF GULCH, OUTSIDE OF CURVE, 50 FEET SOUTHWEST
 ES0468'OF HIGHWAY CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0162 ***********************************************************************
 DA0162  DESIGNATION -  Y 300
 DA0162  PID         -  DA0162
 DA0162  STATE/COUNTY-  AZ/MARICOPA
 DA0162  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0162
 DA0162                         *CURRENT SURVEY CONTROL
 DA0162  ___________________________________________________________________
 DA0162* NAD 83(1986)-  32 44 46.     (N)    112 13 48.     (W)     SCALED    
 DA0162* NAVD 88     -       588.99   (+/-2cm)    1932.4    (feet)  VERTCON   
 DA0162  ___________________________________________________________________
 DA0162  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0162
 DA0162.The horizontal coordinates were scaled from a topographic map and have
 DA0162.an estimated accuracy of +/- 6 seconds.
 DA0162
 DA0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0162.The vertical order pertains to the NGVD 29 superseded value.
 DA0162
 DA0162.The geoid height was determined by GEOID03.
 DA0162
 DA0162;                    North         East    Units  Estimated Accuracy
 DA0162;SPC AZ C     -   193,640.      184,000.      MT  (+/- 180 meters Scaled)
 DA0162
 DA0162                          SUPERSEDED SURVEY CONTROL
 DA0162
 DA0162  NGVD 29 (??/??/92)  588.327  (m)         1930.20   (f) ADJ UNCH    2 0
 DA0162
 DA0162.Superseded values are not recommended for survey control.
 DA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0162.See file dsdata.txt to determine how the superseded data were derived.
 DA0162
 DA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB847238(NAD 83)
 DA0162_MARKER: DB = BENCH MARK DISK
 DA0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0162+STABILITY: SURFACE MOTION
 DA0162
 DA0162  HISTORY     - Date     Condition        Report By
 DA0162  HISTORY     - 1952     MONUMENTED       CGS
 DA0162
 DA0162                          STATION DESCRIPTION
 DA0162
 DA0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0162'28.2 MI E FROM GILA.
 DA0162'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0162'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 7.8 MILES SOUTH
 DA0162'ALONG A DIM TRACK ROAD.  0.6 MILE NORTH ACROSS VEKOL WASH FROM A RANCH
 DA0162'HOUSE, 200 YARDS EAST OF THE WASH, AT A SMALL CLEARING, 19 FEET WEST
 DA0162'OF A 10-INCH IRONWOOD TREE, 16 FEET EAST OF THE CENTERLINE OF THE
 DA0162'ROAD, 1.7 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 DA0162'ROAD.  A STANDARD DISK, STAMPED Y 300 1952 AND SET IN THE TOP OF A
 DA0162'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0421 ***********************************************************************
 CG0421  DESIGNATION -  Y 301
 CG0421  PID         -  CG0421
 CG0421  STATE/COUNTY-  AZ/PIMA
 CG0421  USGS QUAD   -  FRESNO WASH (1982)
 CG0421
 CG0421                         *CURRENT SURVEY CONTROL
 CG0421  ___________________________________________________________________
 CG0421* NAD 83(1986)-  31 49 28.     (N)    111 25 56.     (W)     SCALED    
 CG0421* NAVD 88     -       943.42   (+/-2cm)    3095.2    (feet)  VERTCON   
 CG0421  ___________________________________________________________________
 CG0421  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CG0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0421
 CG0421.The horizontal coordinates were scaled from a topographic map and have
 CG0421.an estimated accuracy of +/- 6 seconds.
 CG0421
 CG0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0421.The vertical order pertains to the NGVD 29 superseded value.
 CG0421
 CG0421.The geoid height was determined by GEOID03.
 CG0421
 CG0421;                    North         East    Units  Estimated Accuracy
 CG0421;SPC AZ C     -    91,510.      259,220.      MT  (+/- 180 meters Scaled)
 CG0421
 CG0421                          SUPERSEDED SURVEY CONTROL
 CG0421
 CG0421  NGVD 29 (??/??/92)  942.671  (m)         3092.75   (f) ADJ UNCH    2 0
 CG0421
 CG0421.Superseded values are not recommended for survey control.
 CG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0421.See file dsdata.txt to determine how the superseded data were derived.
 CG0421
 CG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA590210(NAD 83)
 CG0421_MARKER: DB = BENCH MARK DISK
 CG0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0421_STAMPING: Y 301 1951
 CG0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0421+STABILITY: SURFACE MOTION
 CG0421
 CG0421  HISTORY     - Date     Condition        Report By
 CG0421  HISTORY     - 1951     MONUMENTED       CGS
 CG0421  HISTORY     - 1977     GOOD             USGS
 CG0421  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0421
 CG0421                          STATION DESCRIPTION
 CG0421
 CG0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0421'20.5 MI S FROM THREE POINTS.
 CG0421'20.5 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0421'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 5.5 MILES SOUTH OF THE
 CG0421'PALO ALTO RANCH, 1.95 MILES SOUTHWEST OF A STEEL BRIDGE OVER THE ALTAR
 CG0421'WASH, 0.25 MILES NORTHEAST OF A Y JUNCTION OF THE MAIN ROAD LEADING
 CG0421'SOUTH TO SASABE AND A ROAD LEADING SOUTHWEST TO ELKHORN RANCH, AND
 CG0421'ABOUT 240 FEET SOUTH OF A POWER LINE POLE, 34 FEET SOUTHEAST OF THE
 CG0421'CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF THE CENTER OF A DRAIN
 CG0421'ALONG THE EDGE OF THE ROAD, 2.4 FEET WEST OF THE WITNESS POST, AND
 CG0421'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CG0421'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0421
 CG0421                          STATION RECOVERY (1977)
 CG0421
 CG0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0421'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0421'286.
 CG0421
 CG0421                          STATION RECOVERY (2001)
 CG0421
 CG0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0421'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0784 ***********************************************************************
 CG0784  DESIGNATION -  Y 302
 CG0784  PID         -  CG0784
 CG0784  STATE/COUNTY-  AZ/PIMA
 CG0784  USGS QUAD   -  BABOQUIVARI PEAK (1979)
 CG0784
 CG0784                         *CURRENT SURVEY CONTROL
 CG0784  ___________________________________________________________________
 CG0784* NAD 83(1986)-  31 49 29.     (N)    111 30 45.     (W)     SCALED    
 CG0784* NAVD 88     -      1074.20   (+/-2cm)    3524.3    (feet)  VERTCON   
 CG0784  ___________________________________________________________________
 CG0784  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CG0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0784
 CG0784.The horizontal coordinates were scaled from a topographic map and have
 CG0784.an estimated accuracy of +/- 6 seconds.
 CG0784
 CG0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0784.The vertical order pertains to the NGVD 29 superseded value.
 CG0784
 CG0784.The geoid height was determined by GEOID03.
 CG0784
 CG0784;                    North         East    Units  Estimated Accuracy
 CG0784;SPC AZ C     -    91,500.      251,620.      MT  (+/- 180 meters Scaled)
 CG0784
 CG0784                          SUPERSEDED SURVEY CONTROL
 CG0784
 CG0784  NGVD 29 (??/??/92) 1073.418  (m)         3521.71   (f) ADJ UNCH    2 0
 CG0784
 CG0784.Superseded values are not recommended for survey control.
 CG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0784.See file dsdata.txt to determine how the superseded data were derived.
 CG0784
 CG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA514211(NAD 83)
 CG0784_MARKER: DB = BENCH MARK DISK
 CG0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0784_STAMPING: Y 302 1952
 CG0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0784+STABILITY: SURFACE MOTION
 CG0784
 CG0784  HISTORY     - Date     Condition        Report By
 CG0784  HISTORY     - 1952     MONUMENTED       CGS
 CG0784  HISTORY     - 1977     GOOD             USGS
 CG0784
 CG0784                          STATION DESCRIPTION
 CG0784
 CG0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0784'25.8 MI SW FROM THREE POINTS.
 CG0784'0.2 MILE EAST ALONG STATE HIGHWAY 86 FROM THE SCHOOL AT THREE POINTS,
 CG0784'THENCE 20.4 MILES SOUTH ALONG THE SASABE ROAD, THENCE 5.2 MILES WEST
 CG0784'ALONG THE ELKHORN RANCH ROAD, 0.2 MILE SOUTHEAST OF THE FORMER OTERO
 CG0784'RANCH HOUSE, 79 1/2 FEET WEST OF THE CENTER OF THE T JUNCTION OF A
 CG0784'ROAD LEADING NORTHEAST, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CG0784'ROAD, 2.5 FEET NORTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 CG0784'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CG0784'THE GROUND.
 CG0784
 CG0784                          STATION RECOVERY (1977)
 CG0784
 CG0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0784'ALONG SASABE RD. SHOULD READ ALONG STATE HWY. 286.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1307 ***********************************************************************
 CZ1307  DESIGNATION -  Y 303
 CZ1307  PID         -  CZ1307
 CZ1307  STATE/COUNTY-  AZ/PINAL
 CZ1307  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1307
 CZ1307                         *CURRENT SURVEY CONTROL
 CZ1307  ___________________________________________________________________
 CZ1307* NAD 83(1986)-  32 38 47.     (N)    111 37 13.     (W)     SCALED    
 CZ1307* NAVD 88     -       490.36   (+/-2cm)    1608.8    (feet)  VERTCON   
 CZ1307  ___________________________________________________________________
 CZ1307  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CZ1307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1307
 CZ1307.The horizontal coordinates were scaled from a topographic map and have
 CZ1307.an estimated accuracy of +/- 6 seconds.
 CZ1307
 CZ1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1307.The vertical order pertains to the NGVD 29 superseded value.
 CZ1307
 CZ1307.The geoid height was determined by GEOID03.
 CZ1307
 CZ1307;                    North         East    Units  Estimated Accuracy
 CZ1307;SPC AZ C     -   182,580.      241,170.      MT  (+/- 180 meters Scaled)
 CZ1307
 CZ1307                          SUPERSEDED SURVEY CONTROL
 CZ1307
 CZ1307  NGVD 29 (??/??/92)  489.805  (m)         1606.97   (f) ADJ UNCH    2 0
 CZ1307
 CZ1307.Superseded values are not recommended for survey control.
 CZ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1307.See file dsdata.txt to determine how the superseded data were derived.
 CZ1307
 CZ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB418122(NAD 83)
 CZ1307_MARKER: DB = BENCH MARK DISK
 CZ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1307_STAMPING: Y 303 1951
 CZ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1307+STABILITY: SURFACE MOTION
 CZ1307
 CZ1307  HISTORY     - Date     Condition        Report By
 CZ1307  HISTORY     - 1951     MONUMENTED       CGS
 CZ1307  HISTORY     - 1966     GOOD             NGS
 CZ1307  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ1307
 CZ1307                          STATION DESCRIPTION
 CZ1307
 CZ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1307'10.2 MI S FROM TOLTEC.
 CZ1307'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1307'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG THE TOLTEC
 CZ1307'HIGHWAY AT THE INTERSECTION OF PRETZER ROAD AT THE SOUTHWEST CORNER OF
 CZ1307'THE INTERSECTION, 54 FEET SOUTH OF THE CENTER LINE OF PRETZER ROAD, 35
 CZ1307'1/2 FEET WEST OF THE CENTER LINE OF THE TOLTEC HIGHWAY, 1.8 FEET NORTH
 CZ1307'OF A ROAD NAME SIGN POST, 1.7 FEET SOUTH OF A WITNESS POST, AND SET IN
 CZ1307'A CONCRETE POST PROJECTING 0.4 FOOT, AND ABOUT LEVEL WITH THE ROADS.
 CZ1307
 CZ1307                          STATION RECOVERY (1966)
 CZ1307
 CZ1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1307'RECOVERED IN GOOD CONDITION.
 CZ1307
 CZ1307                          STATION RECOVERY (1977)
 CZ1307
 CZ1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0827 ***********************************************************************
 CG0827  DESIGNATION -  Y 305
 CG0827  PID         -  CG0827
 CG0827  STATE/COUNTY-  AZ/PIMA
 CG0827  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0827
 CG0827                         *CURRENT SURVEY CONTROL
 CG0827  ___________________________________________________________________
 CG0827* NAD 83(1986)-  31 48 14.     (N)    111 44 39.     (W)     SCALED    
 CG0827* NAVD 88     -       838.98   (+/-2cm)    2752.6    (feet)  VERTCON   
 CG0827  ___________________________________________________________________
 CG0827  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CG0827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0827
 CG0827.The horizontal coordinates were scaled from a topographic map and have
 CG0827.an estimated accuracy of +/- 6 seconds.
 CG0827
 CG0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0827.The vertical order pertains to the NGVD 29 superseded value.
 CG0827
 CG0827.The geoid height was determined by GEOID03.
 CG0827
 CG0827;                    North         East    Units  Estimated Accuracy
 CG0827;SPC AZ C     -    89,140.      229,690.      MT  (+/- 180 meters Scaled)
 CG0827
 CG0827                          SUPERSEDED SURVEY CONTROL
 CG0827
 CG0827  NGVD 29 (??/??/92)  838.234  (m)         2750.11   (f) ADJ UNCH    2 0
 CG0827
 CG0827.Superseded values are not recommended for survey control.
 CG0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0827.See file dsdata.txt to determine how the superseded data were derived.
 CG0827
 CG0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA295189(NAD 83)
 CG0827_MARKER: DB = BENCH MARK DISK
 CG0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0827_STAMPING: Y 305 1952
 CG0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0827+STABILITY: SURFACE MOTION
 CG0827
 CG0827  HISTORY     - Date     Condition        Report By
 CG0827  HISTORY     - 1952     MONUMENTED       CGS
 CG0827
 CG0827                          STATION DESCRIPTION
 CG0827
 CG0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0827'4.9 MI E FROM TOPAWA.
 CG0827'4.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0827'TOPAWA, 0.85 MILE WEST OF A Y JUNCTION OF A TRACK ROAD LEADING
 CG0827'NORTHEAST, 0.15 MILE EAST OF A T JUNCTION OF A ROAD LEADING SOUTH, IN
 CG0827'LINE WITH A ROW OF TELEPHONE POLES, 127.5 FEET NORTHWEST OF (USGS)
 CG0827'COPPER NAIL AND WASHER 2751.4, 106 FEET EAST OF A TELEPHONE POLE, 60
 CG0827'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.1 FEET SOUTH OF A
 CG0827'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 CG0827'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0730 ***********************************************************************
 CG0730  DESIGNATION -  Y 306
 CG0730  PID         -  CG0730
 CG0730  STATE/COUNTY-  AZ/PIMA
 CG0730  USGS QUAD   -  TOPAWA (1979)
 CG0730
 CG0730                         *CURRENT SURVEY CONTROL
 CG0730  ___________________________________________________________________
 CG0730* NAD 83(1986)-  31 49 52.     (N)    111 49 19.     (W)     SCALED    
 CG0730* NAVD 88     -       755.58   (+/-2cm)    2478.9    (feet)  VERTCON   
 CG0730  ___________________________________________________________________
 CG0730  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 CG0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0730
 CG0730.The horizontal coordinates were scaled from a topographic map and have
 CG0730.an estimated accuracy of +/- 6 seconds.
 CG0730
 CG0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0730.The vertical order pertains to the NGVD 29 superseded value.
 CG0730
 CG0730.The geoid height was determined by GEOID03.
 CG0730
 CG0730;                    North         East    Units  Estimated Accuracy
 CG0730;SPC AZ C     -    92,150.      222,330.      MT  (+/- 180 meters Scaled)
 CG0730
 CG0730                          SUPERSEDED SURVEY CONTROL
 CG0730
 CG0730  NGVD 29 (??/??/92)  754.866  (m)         2476.59   (f) ADJ UNCH    2 0
 CG0730
 CG0730.Superseded values are not recommended for survey control.
 CG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0730.See file dsdata.txt to determine how the superseded data were derived.
 CG0730
 CG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA222220(NAD 83)
 CG0730_MARKER: DB = BENCH MARK DISK
 CG0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0730_STAMPING: Y 306 1952
 CG0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0730+STABILITY: SURFACE MOTION
 CG0730
 CG0730  HISTORY     - Date     Condition        Report By
 CG0730  HISTORY     - 1952     MONUMENTED       CGS
 CG0730
 CG0730                          STATION DESCRIPTION
 CG0730
 CG0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0730'1.4 MI N FROM TOPAWA.
 CG0730'1.4 MILES NORTH ALONG A WAGON ROAD FROM THE POST OFFICE AND SAN SOLANO
 CG0730'MISSION AT TOPAWA, 1 MILE NORTH OF THE TOPAWA CEMETERY AND Y JUNCTION
 CG0730'OF A ROAD LEADING NORTH-NORTHWEST, 0.35 MILE SOUTHWEST OF A POINT
 CG0730'WHERE A POWER LINE CROSSES THE ROAD, 0.25 MILE SOUTH OF A Y JUNCTION
 CG0730'OF A ROAD LEADING SOUTHWEST, 31 FEET WEST OF THE CENTER LINE OF THE
 CG0730'ROAD, 1.9 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN
 CG0730'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CG0730'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0852 ***********************************************************************
 DA0852  DESIGNATION -  Y 307
 DA0852  PID         -  DA0852
 DA0852  STATE/COUNTY-  AZ/PIMA
 DA0852  USGS QUAD   -  POZO NUEVO WELL (1990)
 DA0852
 DA0852                         *CURRENT SURVEY CONTROL
 DA0852  ___________________________________________________________________
 DA0852* NAD 83(1986)-  32 02 40.     (N)    113 01 18.     (W)     SCALED    
 DA0852* NAVD 88     -       380.94   (+/-2cm)    1249.8    (feet)  VERTCON   
 DA0852  ___________________________________________________________________
 DA0852  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DA0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0852
 DA0852.The horizontal coordinates were scaled from a topographic map and have
 DA0852.an estimated accuracy of +/- 6 seconds.
 DA0852
 DA0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0852.The vertical order pertains to the NGVD 29 superseded value.
 DA0852
 DA0852.The geoid height was determined by GEOID03.
 DA0852
 DA0852;                    North         East    Units  Estimated Accuracy
 DA0852;SPC AZ C     -   116,330.      109,000.      MT  (+/- 180 meters Scaled)
 DA0852
 DA0852                          SUPERSEDED SURVEY CONTROL
 DA0852
 DA0852  NGVD 29 (??/??/92)  380.235  (m)         1247.49   (f) ADJ UNCH    2 0
 DA0852
 DA0852.Superseded values are not recommended for survey control.
 DA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0852.See file dsdata.txt to determine how the superseded data were derived.
 DA0852
 DA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA091471(NAD 83)
 DA0852_MARKER: DB = BENCH MARK DISK
 DA0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0852_STAMPING: Y 307 1952
 DA0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0852+STABILITY: SURFACE MOTION
 DA0852
 DA0852  HISTORY     - Date     Condition        Report By
 DA0852  HISTORY     - 1952     MONUMENTED       CGS
 DA0852
 DA0852                          STATION DESCRIPTION
 DA0852
 DA0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0852'22.85 MI NW FROM LUKEVILLE.
 DA0852'0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0852'LUKEVILLE TO JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND Y
 DA0852'JUNCTION, THENCE 7.85 MILES NORTH ALONG THE BATES WELL ROAD, 46 1/2
 DA0852'FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 DA0852'WITNESS POST, AND IN A CONCRETE POST PROJECTING 0.3 FOOT AND ABOUT
 DA0852'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0423 ***********************************************************************
 DA0423  DESIGNATION -  Y 308
 DA0423  PID         -  DA0423
 DA0423  STATE/COUNTY-  AZ/PIMA
 DA0423  USGS QUAD   -  ARMENTA WELL (1990)
 DA0423
 DA0423                         *CURRENT SURVEY CONTROL
 DA0423  ___________________________________________________________________
 DA0423* NAD 83(1986)-  32 09 13.     (N)    112 51 51.     (W)     SCALED    
 DA0423* NAVD 88     -       464.20   (+/-2cm)    1523.0    (feet)  VERTCON   
 DA0423  ___________________________________________________________________
 DA0423  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DA0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0423
 DA0423.The horizontal coordinates were scaled from a topographic map and have
 DA0423.an estimated accuracy of +/- 6 seconds.
 DA0423
 DA0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0423.The vertical order pertains to the NGVD 29 superseded value.
 DA0423
 DA0423.The geoid height was determined by GEOID03.
 DA0423
 DA0423;                    North         East    Units  Estimated Accuracy
 DA0423;SPC AZ C     -   128,290.      123,980.      MT  (+/- 180 meters Scaled)
 DA0423
 DA0423                          SUPERSEDED SURVEY CONTROL
 DA0423
 DA0423  NGVD 29 (??/??/92)  463.50   (m)         1520.7    (f) COMPUTED    2 0
 DA0423
 DA0423.Superseded values are not recommended for survey control.
 DA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0423.See file dsdata.txt to determine how the superseded data were derived.
 DA0423
 DA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA242589(NAD 83)
 DA0423_MARKER: DB = BENCH MARK DISK
 DA0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0423_STAMPING: Y 308 1952
 DA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0423+STABILITY: SURFACE MOTION
 DA0423
 DA0423  HISTORY     - Date     Condition        Report By
 DA0423  HISTORY     - 1952     MONUMENTED       CGS
 DA0423
 DA0423                          STATION DESCRIPTION
 DA0423
 DA0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0423'26.25 MI S FROM AJO.
 DA0423'0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA, AND GILA BEND RAILROAD
 DA0423'FROM THE STATION AT AJO TO JUNCTION, THENCE 10.8 MILES SOUTHEAST ALONG
 DA0423'HIGHWAY 86 TO Y JUNCTION, THENCE 9.15 MILES SOUTH ALONG THE
 DA0423'SONOYTA-AJO HIGHWAY TO INTERSECTION, THENCE 6.15 MILES WEST ALONG
 DA0423'TRACK ROAD, 103 1/2 FEET NORTHWEST OF THE CENTER OF ROAD AT POINT
 DA0423'WHERE WASH CROSSES, 49 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.9
 DA0423'FEET SOUTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.2
 DA0423'FOOT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0369 ***********************************************************************
 DA0369  DESIGNATION -  Y 309
 DA0369  PID         -  DA0369
 DA0369  STATE/COUNTY-  AZ/PIMA
 DA0369  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0369
 DA0369                         *CURRENT SURVEY CONTROL
 DA0369  ___________________________________________________________________
 DA0369* NAD 83(1986)-  32 02 35.     (N)    112 46 37.     (W)     SCALED    
 DA0369* NAVD 88     -       567.35   (+/-2cm)    1861.4    (feet)  VERTCON   
 DA0369  ___________________________________________________________________
 DA0369  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DA0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0369
 DA0369.The horizontal coordinates were scaled from a topographic map and have
 DA0369.an estimated accuracy of +/- 6 seconds.
 DA0369
 DA0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0369.The vertical order pertains to the NGVD 29 superseded value.
 DA0369
 DA0369.The geoid height was determined by GEOID03.
 DA0369
 DA0369;                    North         East    Units  Estimated Accuracy
 DA0369;SPC AZ C     -   115,960.      132,110.      MT  (+/- 180 meters Scaled)
 DA0369
 DA0369                          SUPERSEDED SURVEY CONTROL
 DA0369
 DA0369  NGVD 29 (??/??/92)  566.586  (m)         1858.87   (f) ADJ UNCH    1 2
 DA0369
 DA0369.Superseded values are not recommended for survey control.
 DA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0369.See file dsdata.txt to determine how the superseded data were derived.
 DA0369
 DA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA322465(NAD 83)
 DA0369_MARKER: DB = BENCH MARK DISK
 DA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0369_STAMPING: Y 309 1952
 DA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0369+STABILITY: SURFACE MOTION
 DA0369
 DA0369  HISTORY     - Date     Condition        Report By
 DA0369  HISTORY     - 1952     MONUMENTED       CGS
 DA0369  HISTORY     - 1953     GOOD             NGS
 DA0369
 DA0369                          STATION DESCRIPTION
 DA0369
 DA0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0369'12.65 MI N FROM LUKEVILLE.
 DA0369'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0369'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 7.45 MILES
 DA0369'NORTH ALONG THE OLD SONOYTA-AJO ROAD, ON A LOW RIDGE BETWEEN TWO
 DA0369'WASHES, 119 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE CROSSING
 DA0369'OF A WASH, 41 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 DA0369'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DA0369'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0510 ***********************************************************************
 ES0510  DESIGNATION -  Y 31
 ES0510  PID         -  ES0510
 ES0510  STATE/COUNTY-  AZ/COCONINO
 ES0510  USGS QUAD   -  WILSON MOUNTAIN (1969)
 ES0510
 ES0510                         *CURRENT SURVEY CONTROL
 ES0510  ___________________________________________________________________
 ES0510* NAD 83(1986)-  34 58 13.     (N)    111 45 03.     (W)     SCALED    
 ES0510* NAVD 88     -      1588.831  (meters)    5212.69   (feet)  ADJUSTED  
 ES0510  ___________________________________________________________________
 ES0510  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ES0510  DYNAMIC HT  -        1586.719 (meters)    5205.76  (feet)  COMP
 ES0510  MODELED GRAV-     979,249.0   (mgal)                       NAVD 88
 ES0510
 ES0510  VERT ORDER  -  FIRST     CLASS II
 ES0510
 ES0510.The horizontal coordinates were scaled from a topographic map and have
 ES0510.an estimated accuracy of +/- 6 seconds.
 ES0510
 ES0510.The orthometric height was determined by differential leveling
 ES0510.and adjusted in June 1991.
 ES0510
 ES0510.The geoid height was determined by GEOID03.
 ES0510
 ES0510.The dynamic height is computed by dividing the NAVD 88
 ES0510.geopotential number by the normal gravity value computed on the
 ES0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0510.degrees latitude (g = 980.6199 gals.).
 ES0510
 ES0510.The modeled gravity was interpolated from observed gravity values.
 ES0510
 ES0510;                    North         East    Units  Estimated Accuracy
 ES0510;SPC AZ C     -   440,290.      228,500.      MT  (+/- 180 meters Scaled)
 ES0510
 ES0510                          SUPERSEDED SURVEY CONTROL
 ES0510
 ES0510  NGVD 29 (??/??/92) 1587.965  (m)         5209.85   (f) ADJ UNCH    1 2
 ES0510
 ES0510.Superseded values are not recommended for survey control.
 ES0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0510.See file dsdata.txt to determine how the superseded data were derived.
 ES0510
 ES0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD314700(NAD 83)
 ES0510_MARKER: DB = BENCH MARK DISK
 ES0510_SETTING: 80 = SET IN A BOULDER
 ES0510_SP_SET: BOULDER
 ES0510_MARK LOGO: CGS   
 ES0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0510+STABILITY: SURFACE MOTION
 ES0510
 ES0510  HISTORY     - Date     Condition        Report By
 ES0510  HISTORY     - UNK      MONUMENTED       CGS
 ES0510  HISTORY     - 1933     GOOD             NGS
 ES0510  HISTORY     - 1982     GOOD             NGS
 ES0510
 ES0510                          STATION DESCRIPTION
 ES0510
 ES0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0510'9.6 MI N FROM SEDONA.
 ES0510'AT SIDE OF HIGHWAY, 1.7 MILES NORTH OF OAK CREEK HIGHWAY BRIDGE, 0.4
 ES0510'MILES NORTH OF JUNIPINE STORE, OUTSIDE OF CURVE, IN NORTH END OF CAMP
 ES0510'GROUNDS ON EAST BANK OF OAK CREEK, 110 FEET WEST OF HIGHWAY
 ES0510'CENTER-LINE, ON TOP OF LARGE BOULDER PAINTED WHITE B.M.
 ES0510
 ES0510                          STATION RECOVERY (1982)
 ES0510
 ES0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0510'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0510'14.5 KM (9.0 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0510'OFFICE IN SEDONA, IN TOP OF A 7 BY 10 FOOT EMBEDDED BOULDER AT THE
 ES0510'NORTH ENTRANCE TO BOOTLEGGER CAMPGROUND ON THE OUTSIDE OF A SHARP
 ES0510'CURVE, 28.3 METERS (93.0 FT) WEST OF THE HIGHWAY CENTERLINE, 9.1
 ES0510'METERS (30.0 FT) WEST OF THE ROAD LEADING TO THE CAMPGROUND, 26.8
 ES0510'METERS (88.0 FT) SOUTHWEST OF THE NORTH GATE.
 ES0510'THE MARK IS 0.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0109 ***********************************************************************
 GO0109  DESIGNATION -  Y 31
 GO0109  PID         -  GO0109
 GO0109  STATE/COUNTY-  AZ/APACHE
 GO0109  USGS QUAD   -  SWEETWATER MESA (1968)
 GO0109
 GO0109                         *CURRENT SURVEY CONTROL
 GO0109  ___________________________________________________________________
 GO0109* NAD 83(1986)-  36 30 03.     (N)    109 58 55.     (W)     SCALED    
 GO0109* NAVD 88     -      1843.403  (meters)    6047.90   (feet)  ADJUSTED  
 GO0109  ___________________________________________________________________
 GO0109  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GO0109  DYNAMIC HT  -        1841.084 (meters)    6040.29  (feet)  COMP
 GO0109  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 GO0109
 GO0109  VERT ORDER  -  FIRST     CLASS II
 GO0109
 GO0109.The horizontal coordinates were scaled from a topographic map and have
 GO0109.an estimated accuracy of +/- 6 seconds.
 GO0109
 GO0109.The orthometric height was determined by differential leveling
 GO0109.and adjusted in June 1991.
 GO0109
 GO0109.The geoid height was determined by GEOID03.
 GO0109
 GO0109.The dynamic height is computed by dividing the NAVD 88
 GO0109.geopotential number by the normal gravity value computed on the
 GO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0109.degrees latitude (g = 980.6199 gals.).
 GO0109
 GO0109.The modeled gravity was interpolated from observed gravity values.
 GO0109
 GO0109;                    North         East    Units  Estimated Accuracy
 GO0109;SPC AZ E     -   610,100.      229,910.      MT  (+/- 180 meters Scaled)
 GO0109
 GO0109                          SUPERSEDED SURVEY CONTROL
 GO0109
 GO0109  NGVD 29 (??/??/92) 1842.459  (m)         6044.80   (f) ADJ UNCH    1 2
 GO0109
 GO0109.Superseded values are not recommended for survey control.
 GO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0109.See file dsdata.txt to determine how the superseded data were derived.
 GO0109
 GO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF911399(NAD 83)
 GO0109_MARKER: DB = BENCH MARK DISK
 GO0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0109_STAMPING: Y-31 1933
 GO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0109+STABILITY: SURFACE MOTION
 GO0109
 GO0109  HISTORY     - Date     Condition        Report By
 GO0109  HISTORY     - 1933     MONUMENTED       CGS
 GO0109  HISTORY     - 1934     GOOD             NGS
 GO0109
 GO0109                          STATION DESCRIPTION
 GO0109
 GO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GO0109'25.6 MI SE FROM KAYENTA.
 GO0109'25.6 MILES SOUTH EAST OF THE POST OFFICE ALONG THE KAYENTA-CHIN LEE
 GO0109'ROAD.  6.2 MILES SOUTH EAST OF THE CHILI CHIN BETOH TRADING POST.  AT
 GO0109'CREST OF HILL 0.1 MILES EAST OF A WASH.  SET IN POST 25 FEET NORTH OF
 GO0109'THE CENTERLINE OF THE ROAD AND 6 INCHES ABOVE THE ROAD.
 GO0109
 GO0109                          STATION RECOVERY (1934)
 GO0109
 GO0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0916 ***********************************************************************
 CZ0916  DESIGNATION -  Y 311
 CZ0916  PID         -  CZ0916
 CZ0916  STATE/COUNTY-  AZ/PIMA
 CZ0916  USGS QUAD   -  QUEENS WELL (1989)
 CZ0916
 CZ0916                         *CURRENT SURVEY CONTROL
 CZ0916  ___________________________________________________________________
 CZ0916* NAD 83(1986)-  32 22 11.     (N)    111 40 21.     (W)     SCALED    
 CZ0916* NAVD 88     -       585.12   (+/-2cm)    1919.7    (feet)  VERTCON   
 CZ0916  ___________________________________________________________________
 CZ0916  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0916
 CZ0916.The horizontal coordinates were scaled from a topographic map and have
 CZ0916.an estimated accuracy of +/- 6 seconds.
 CZ0916
 CZ0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0916.The vertical order pertains to the NGVD 29 superseded value.
 CZ0916
 CZ0916.The geoid height was determined by GEOID03.
 CZ0916
 CZ0916;                    North         East    Units  Estimated Accuracy
 CZ0916;SPC AZ C     -   151,890.      236,340.      MT  (+/- 180 meters Scaled)
 CZ0916
 CZ0916                          SUPERSEDED SURVEY CONTROL
 CZ0916
 CZ0916  NGVD 29 (??/??/92)  584.552  (m)         1917.82   (f) ADJ UNCH    2 0
 CZ0916
 CZ0916.Superseded values are not recommended for survey control.
 CZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0916.See file dsdata.txt to determine how the superseded data were derived.
 CZ0916
 CZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA367816(NAD 83)
 CZ0916_MARKER: DB = BENCH MARK DISK
 CZ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0916_STAMPING: Y 311 1952
 CZ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0916+STABILITY: SURFACE MOTION
 CZ0916
 CZ0916  HISTORY     - Date     Condition        Report By
 CZ0916  HISTORY     - 1952     MONUMENTED       CGS
 CZ0916
 CZ0916                          STATION DESCRIPTION
 CZ0916
 CZ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0916'8.6 MI SW FROM SILVER BELL CEMETERY.
 CZ0916'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0916'THENCE 5.9 MILES SOUTHWEST ALONG A DIM TRACK ROAD, AT A POINT WHERE
 CZ0916'THE ROAD FOLLOWS A WASH, AT A RED DIRT FLAT SPOTTED WITH MESQUITE AND
 CZ0916'PALO VERDE TREES, 41 1/2 FEET SOUTH OF A 2 FOOT PALO VERDE TREE, 15
 CZ0916'FEET NORTHWEST OF THE CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD,
 CZ0916'2.7 FEET EAST OF THE WITNESS POST, AND SET IN A CONCRETE POST
 CZ0916'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0354 ***********************************************************************
 CG0354  DESIGNATION -  Y 312
 CG0354  PID         -  CG0354
 CG0354  STATE/COUNTY-  AZ/PIMA
 CG0354  USGS QUAD   -  THE NARROWS (1981)
 CG0354
 CG0354                         *CURRENT SURVEY CONTROL
 CG0354  ___________________________________________________________________
 CG0354* NAD 83(1986)-  31 57 43.     (N)    110 31 36.     (W)     SCALED    
 CG0354* NAVD 88     -      1138.82   (+/-2cm)    3736.3    (feet)  VERTCON   
 CG0354  ___________________________________________________________________
 CG0354  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0354
 CG0354.The horizontal coordinates were scaled from a topographic map and have
 CG0354.an estimated accuracy of +/- 6 seconds.
 CG0354
 CG0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0354.The vertical order pertains to the NGVD 29 superseded value.
 CG0354
 CG0354.The geoid height was determined by GEOID03.
 CG0354
 CG0354;                    North         East    Units  Estimated Accuracy
 CG0354;SPC AZ C     -   107,490.      344,750.      MT  (+/- 180 meters Scaled)
 CG0354
 CG0354                          SUPERSEDED SURVEY CONTROL
 CG0354
 CG0354  NGVD 29 (??/??/92) 1138.038  (m)         3733.71   (f) ADJ UNCH    1 2
 CG0354
 CG0354.Superseded values are not recommended for survey control.
 CG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0354.See file dsdata.txt to determine how the superseded data were derived.
 CG0354
 CG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA447363(NAD 83)
 CG0354_MARKER: DB = BENCH MARK DISK
 CG0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0354_SP_SET: CULVERT
 CG0354_STAMPING: Y 312 1952
 CG0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0354
 CG0354  HISTORY     - Date     Condition        Report By
 CG0354  HISTORY     - 1952     MONUMENTED       CGS
 CG0354  HISTORY     - 1960     GOOD             NGS
 CG0354
 CG0354                          STATION DESCRIPTION
 CG0354
 CG0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0354'4.4 MI SE FROM PANTANO.
 CG0354'4.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CG0354'SOUTHERN PACIFIC WATER TANK AT PANTANO, AT THE NORTHEAST END OF A WIDE
 CG0354'CURVE, ABOUT 93 FEET NORTHEAST OF MILEPOLE 1017, AT A BRICK ARCH
 CG0354'CULVERT, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST BRICK
 CG0354'HEADWALL, 29.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.2 FEET
 CG0354'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT 13 FEET
 CG0354'LOWER THAN THE TRACK.
 CG0354
 CG0354                          STATION RECOVERY (1960)
 CG0354
 CG0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0416 ***********************************************************************
 ES0416  DESIGNATION -  Y 313
 ES0416  PID         -  ES0416
 ES0416  STATE/COUNTY-  AZ/YAVAPAI
 ES0416  USGS QUAD   -  DUGAS (1967)
 ES0416
 ES0416                         *CURRENT SURVEY CONTROL
 ES0416  ___________________________________________________________________
 ES0416* NAD 83(1986)-  34 17 46.     (N)    111 57 16.     (W)     SCALED    
 ES0416* NAVD 88     -      1307.79   (+/-2cm)    4290.6    (feet)  VERTCON   
 ES0416  ___________________________________________________________________
 ES0416  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ES0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0416
 ES0416.The horizontal coordinates were scaled from a topographic map and have
 ES0416.an estimated accuracy of +/- 6 seconds.
 ES0416
 ES0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0416.The vertical order pertains to the NGVD 29 superseded value.
 ES0416
 ES0416.The geoid height was determined by GEOID03.
 ES0416
 ES0416;                    North         East    Units  Estimated Accuracy
 ES0416;SPC AZ C     -   365,500.      209,880.      MT  (+/- 180 meters Scaled)
 ES0416
 ES0416                          SUPERSEDED SURVEY CONTROL
 ES0416
 ES0416  NGVD 29 (??/??/92) 1307.072  (m)         4288.29   (f) ADJ UNCH    2 0
 ES0416
 ES0416.Superseded values are not recommended for survey control.
 ES0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0416.See file dsdata.txt to determine how the superseded data were derived.
 ES0416
 ES0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC121954(NAD 83)
 ES0416_MARKER: DB = BENCH MARK DISK
 ES0416_SETTING: 66 = SET IN ROCK OUTCROP
 ES0416_SP_SET: ROCK RIM
 ES0416_STAMPING: Y 313 1952
 ES0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0416+STABILITY: POSITION/ELEVATION WELL
 ES0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0416+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0416
 ES0416  HISTORY     - Date     Condition        Report By
 ES0416  HISTORY     - 1952     MONUMENTED       CGS
 ES0416  HISTORY     - 20090220 GOOD             GEOCAC
 ES0416
 ES0416                          STATION DESCRIPTION
 ES0416
 ES0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0416'7.2 MI S FROM DUGAS.
 ES0416'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 5.2
 ES0416'MILES SOUTH ALONG A DIM TRACK ROAD, 0.2 MILE SOUTH OF A WASH CROSSING,
 ES0416'ON THE NORTH SIDE OF A GRADE, 0.2 MILE NORTH OF A GATE CROSSING, IN
 ES0416'THE TOP OF A 4-FOOT HIGH ROCK RIM, ABOVE THE WHITE PAINTED LETTERS BM,
 ES0416'79 FEET WEST OF THE CENTER LINE OF AND ABOUT 2 1/2 FEET HIGHER THAN
 ES0416'THE ROAD, 42.3 FEET SOUTHEAST OF A TELEPHONE POLE, 15 1/2 FEET EAST OF
 ES0416'A POINT UNDER THE EAST TELEPHONE WIRE, AND 0.7 FOOT SOUTHWEST OF THE
 ES0416'NORTHEAST POINT OF THE RIM.
 ES0416
 ES0416                          STATION RECOVERY (2009)
 ES0416
 ES0416'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0416'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0416'THE DESCRIPTION - THE DIM TRACK ROAD IS NOW A GRADED ROAD CALLED THE
 ES0416'GREAT WESTERN TRAIL, THE PAINTED BM IS GONE, AND THERE ARE NO
 ES0416'TELEPHONE POLES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0367 ***********************************************************************
 ES0367  DESIGNATION -  Y 315
 ES0367  PID         -  ES0367
 ES0367  STATE/COUNTY-  AZ/YAVAPAI
 ES0367  USGS QUAD   -  DUGAS (1967)
 ES0367
 ES0367                         *CURRENT SURVEY CONTROL
 ES0367  ___________________________________________________________________
 ES0367* NAD 83(1986)-  34 21 10.     (N)    111 52 38.     (W)     SCALED    
 ES0367* NAVD 88     -      1569.71   (+/-2cm)    5150.0    (feet)  VERTCON   
 ES0367  ___________________________________________________________________
 ES0367  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 ES0367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0367
 ES0367.The horizontal coordinates were scaled from a topographic map and have
 ES0367.an estimated accuracy of +/- 6 seconds.
 ES0367
 ES0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0367.The vertical order pertains to the NGVD 29 superseded value.
 ES0367
 ES0367.The geoid height was determined by GEOID03.
 ES0367
 ES0367;                    North         East    Units  Estimated Accuracy
 ES0367;SPC AZ C     -   371,780.      216,990.      MT  (+/- 180 meters Scaled)
 ES0367
 ES0367                          SUPERSEDED SURVEY CONTROL
 ES0367
 ES0367  NGVD 29 (??/??/92) 1568.936  (m)         5147.42   (f) ADJ UNCH    2 0
 ES0367
 ES0367.Superseded values are not recommended for survey control.
 ES0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0367.See file dsdata.txt to determine how the superseded data were derived.
 ES0367
 ES0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD193016(NAD 83)
 ES0367_MARKER: DB = BENCH MARK DISK
 ES0367_SETTING: 66 = SET IN ROCK OUTCROP
 ES0367_SP_SET: ROCK OUTCROP
 ES0367_STAMPING: Y 315 1952
 ES0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0367+STABILITY: POSITION/ELEVATION WELL
 ES0367
 ES0367  HISTORY     - Date     Condition        Report By
 ES0367  HISTORY     - 1952     MONUMENTED       CGS
 ES0367
 ES0367                          STATION DESCRIPTION
 ES0367
 ES0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0367'6.8 MI E FROM DUGAS.
 ES0367'6.8 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, IN A ROCKY
 ES0367'SADDLE ON THE NORTHWEST SLOPE OF A ROCKY SIDE HILL, IN THE TOP OF A
 ES0367'6-FOOT BY 4-FOOT BLACK ROCK OUTCROP PROJECTING 0.6 FOOT ABOVE THE
 ES0367'GROUND, 23 FEET EAST OF THE CENTER LINE AND ABOUT 2 FEET HIGHER THAN
 ES0367'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0358 ***********************************************************************
 ES0358  DESIGNATION -  Y 316
 ES0358  PID         -  ES0358
 ES0358  STATE/COUNTY-  AZ/YAVAPAI
 ES0358  USGS QUAD   -  DUGAS (1967)
 ES0358
 ES0358                         *CURRENT SURVEY CONTROL
 ES0358  ___________________________________________________________________
 ES0358* NAD 83(1986)-  34 21 23.     (N)    111 56 21.     (W)     SCALED    
 ES0358* NAVD 88     -      1352.17   (+/-2cm)    4436.2    (feet)  VERTCON   
 ES0358  ___________________________________________________________________
 ES0358  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 ES0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0358
 ES0358.The horizontal coordinates were scaled from a topographic map and have
 ES0358.an estimated accuracy of +/- 6 seconds.
 ES0358
 ES0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0358.The vertical order pertains to the NGVD 29 superseded value.
 ES0358
 ES0358.The geoid height was determined by GEOID03.
 ES0358
 ES0358;                    North         East    Units  Estimated Accuracy
 ES0358;SPC AZ C     -   372,180.      211,290.      MT  (+/- 180 meters Scaled)
 ES0358
 ES0358                          SUPERSEDED SURVEY CONTROL
 ES0358
 ES0358  NGVD 29 (??/??/92) 1351.442  (m)         4433.86   (f) ADJ UNCH    2 0
 ES0358
 ES0358.Superseded values are not recommended for survey control.
 ES0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0358.See file dsdata.txt to determine how the superseded data were derived.
 ES0358
 ES0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD136020(NAD 83)
 ES0358_MARKER: DB = BENCH MARK DISK
 ES0358_SETTING: 66 = SET IN ROCK OUTCROP
 ES0358_SP_SET: BLACK OUTCROP
 ES0358_STAMPING: Y 316 1952
 ES0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0358+STABILITY: POSITION/ELEVATION WELL
 ES0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0358+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0358
 ES0358  HISTORY     - Date     Condition        Report By
 ES0358  HISTORY     - 1952     MONUMENTED       CGS
 ES0358  HISTORY     - 20080925 GOOD             GEOCAC
 ES0358
 ES0358                          STATION DESCRIPTION
 ES0358
 ES0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0358'2.9 MI E FROM DUGAS RANCH.
 ES0358'2.9 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, 0.7 MILE EAST
 ES0358'OF THE JUNCTION OF A ROAD LEADING NORTH TO CLARIDGE RANCH, ON THE
 ES0358'NORTHWEST SLOPE OF A ROCKY HILL, IN TOP OF A 3-FOOT BY 3-FOOT BLACK
 ES0358'OUTCROP, PROJECTING 1 1/2 FEET ABOVE THE GROUND, ABOUT 55 YARDS
 ES0358'NORTHEAST OF THE APPROXIMATE CENTER OF A CURVE IN THE ROAD, ABOUT 0.1
 ES0358'MILE WEST OF A FENCE CORNER, 59 FEET NORTH OF THE CENTER LINE AND
 ES0358'ABOUT LEVEL WITH THE ROAD, 24.9 FEET NORTH OF AN EAST-WEST FENCE.
 ES0358
 ES0358                          STATION RECOVERY (2008)
 ES0358
 ES0358'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0358'RECOVERED IN GOOD CONDITION.  HANDHELD GPSR INDICATED COORDINATES OF N
 ES0358'34 21.378' W 111
 ES0358'56.365'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0086 ***********************************************************************
 CZ0086  DESIGNATION -  Y 317
 CZ0086  PID         -  CZ0086
 CZ0086  STATE/COUNTY-  AZ/PIMA
 CZ0086  USGS QUAD   -  TUCSON SE (1992)
 CZ0086
 CZ0086                         *CURRENT SURVEY CONTROL
 CZ0086  ___________________________________________________________________
 CZ0086* NAD 83(1986)-  32 06 27.     (N)    110 45 38.     (W)     SCALED    
 CZ0086* NAVD 88     -       909.18   (+/-2cm)    2982.9    (feet)  VERTCON   
 CZ0086  ___________________________________________________________________
 CZ0086  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CZ0086  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0086
 CZ0086.The horizontal coordinates were scaled from a topographic map and have
 CZ0086.an estimated accuracy of +/- 6 seconds.
 CZ0086
 CZ0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0086.The vertical order pertains to the NGVD 29 superseded value.
 CZ0086
 CZ0086.The geoid height was determined by GEOID03.
 CZ0086
 CZ0086;                    North         East    Units  Estimated Accuracy
 CZ0086;SPC AZ C     -   123,370.      322,470.      MT  (+/- 180 meters Scaled)
 CZ0086
 CZ0086                          SUPERSEDED SURVEY CONTROL
 CZ0086
 CZ0086  NGVD 29 (??/??/92)  908.488  (m)         2980.60   (f) ADJ UNCH    1 2
 CZ0086
 CZ0086.Superseded values are not recommended for survey control.
 CZ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0086.See file dsdata.txt to determine how the superseded data were derived.
 CZ0086
 CZ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA225523(NAD 83)
 CZ0086_MARKER: DB = BENCH MARK DISK
 CZ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0086_STAMPING: Y 317 1952
 CZ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0086+STABILITY: SURFACE MOTION
 CZ0086
 CZ0086  HISTORY     - Date     Condition        Report By
 CZ0086  HISTORY     - 1952     MONUMENTED       CGS
 CZ0086
 CZ0086                          STATION DESCRIPTION
 CZ0086
 CZ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0086'7.6 MI NW FROM VAIL.
 CZ0086'ABOUT 5.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 CZ0086'FROM THE STATION AT VAIL, THENCE 0.2 MILE NORTH ACROSS COUNTRY, THENCE
 CZ0086'1.3 MILES NORTHEAST ALONG A COUNTY GRADED ROAD, THENCE 0.9 MILE
 CZ0086'NORTHEAST ALONG A TRACK ROAD, AT A POINT WHERE THE ROAD CROSSES OVER
 CZ0086'THE WEST END OF A DIRT BARRIER, AT A SMALL FLAT AREA COVERED WITH
 CZ0086'SMALL MESQUITE TREES,. AT A VERY SMALL CLEARING, ON THE OUT SIDE OF A
 CZ0086'CURVE, 40 FEET NORTHWEST OF THE WEST END OF THE BARRIER, 18 FEET WEST
 CZ0086'OF THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTHEAST OF A WITNESS POST,
 CZ0086'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0086'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0284 ***********************************************************************
 ET0284  DESIGNATION -  Y 318
 ET0284  PID         -  ET0284
 ET0284  STATE/COUNTY-  AZ/YAVAPAI
 ET0284  USGS QUAD   -  CLEATOR (1974)
 ET0284
 ET0284                         *CURRENT SURVEY CONTROL
 ET0284  ___________________________________________________________________
 ET0284* NAD 83(1986)-  34 18 13.     (N)    112 09 47.     (W)     SCALED    
 ET0284* NAVD 88     -      1156.47   (+/-2cm)    3794.2    (feet)  VERTCON   
 ET0284  ___________________________________________________________________
 ET0284  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 ET0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0284
 ET0284.The horizontal coordinates were scaled from a topographic map and have
 ET0284.an estimated accuracy of +/- 6 seconds.
 ET0284
 ET0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0284.The vertical order pertains to the NGVD 29 superseded value.
 ET0284
 ET0284.The geoid height was determined by GEOID03.
 ET0284
 ET0284;                    North         East    Units  Estimated Accuracy
 ET0284;SPC AZ C     -   366,360.      190,680.      MT  (+/- 180 meters Scaled)
 ET0284
 ET0284                          SUPERSEDED SURVEY CONTROL
 ET0284
 ET0284  NGVD 29 (??/??/92) 1155.762  (m)         3791.86   (f) ADJ UNCH    2 0
 ET0284
 ET0284.Superseded values are not recommended for survey control.
 ET0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0284.See file dsdata.txt to determine how the superseded data were derived.
 ET0284
 ET0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC929964(NAD 83)
 ET0284_MARKER: DB = BENCH MARK DISK
 ET0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0284_STAMPING: Y 318 1952
 ET0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0284+STABILITY: SURFACE MOTION
 ET0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0284+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2008
 ET0284
 ET0284  HISTORY     - Date     Condition        Report By
 ET0284  HISTORY     - 1952     MONUMENTED       CGS
 ET0284  HISTORY     - 20080709 GOOD             GEOCAC
 ET0284  HISTORY     - 20080817 GOOD             GEOCAC
 ET0284
 ET0284                          STATION DESCRIPTION
 ET0284
 ET0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ET0284'0.2 MI E FROM CORDES.
 ET0284'0.2 MILE EAST ALONG BLOODY BASIN ROAD FROM THE GENERAL STORE AT
 ET0284'CORDES, AT THE MAIN ENTRANCE TO THE CORDES AIRPORT, 37 FEET NORTH OF
 ET0284'THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 33 FEET EAST
 ET0284'OF THE CENTER LINE OF THE ENTRANCE, 3.0 FEET NORTH OF A WITNESS POST,
 ET0284'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ET0284'GROUND.
 ET0284
 ET0284                          STATION RECOVERY (2008)
 ET0284
 ET0284'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0284'RECOVERED IN GOOD CONDITION. A PRICKLY PEAR CACTUS HAS GROWN AROUND
 ET0284'THE MARK AND WITNESS
 ET0284'POST. HANDHELD GPSR INDICATED COORDINATES AS N 34 18.239 W 112 09.782.
 ET0284' 
 ET0284
 ET0284                          STATION RECOVERY (2008)
 ET0284
 ET0284'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0284'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0284'18.239' W112 09.782'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0580 ***********************************************************************
 DA0580  DESIGNATION -  Y 319
 DA0580  PID         -  DA0580
 DA0580  STATE/COUNTY-  AZ/MARICOPA
 DA0580  USGS QUAD   -  SMURR (1973)
 DA0580
 DA0580                         *CURRENT SURVEY CONTROL
 DA0580  ___________________________________________________________________
 DA0580* NAD 83(1986)-  32 55 35.     (N)    112 50 19.     (W)     SCALED    
 DA0580* NAVD 88     -       226.780  (meters)     744.03   (feet)  ADJUSTED  
 DA0580  ___________________________________________________________________
 DA0580  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DA0580  DYNAMIC HT  -         226.517 (meters)     743.16  (feet)  COMP
 DA0580  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 DA0580
 DA0580  VERT ORDER  -  FIRST     CLASS II
 DA0580
 DA0580.The horizontal coordinates were scaled from a topographic map and have
 DA0580.an estimated accuracy of +/- 6 seconds.
 DA0580
 DA0580.The orthometric height was determined by differential leveling
 DA0580.and adjusted in June 1991.
 DA0580
 DA0580.The geoid height was determined by GEOID03.
 DA0580
 DA0580.The dynamic height is computed by dividing the NAVD 88
 DA0580.geopotential number by the normal gravity value computed on the
 DA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0580.degrees latitude (g = 980.6199 gals.).
 DA0580
 DA0580.The modeled gravity was interpolated from observed gravity values.
 DA0580
 DA0580;                    North         East    Units  Estimated Accuracy
 DA0580;SPC AZ C     -   213,970.      127,140.      MT  (+/- 180 meters Scaled)
 DA0580
 DA0580                          SUPERSEDED SURVEY CONTROL
 DA0580
 DA0580  NGVD 29 (??/??/92)  226.208  (m)          742.15   (f) ADJ UNCH    1 2
 DA0580
 DA0580.Superseded values are not recommended for survey control.
 DA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0580.See file dsdata.txt to determine how the superseded data were derived.
 DA0580
 DA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB280446(NAD 83)
 DA0580_MARKER: DB = BENCH MARK DISK
 DA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0580_STAMPING: Y 319 1952
 DA0580_MARK LOGO: CGS   
 DA0580_PROJECTION: PROJECTING 8 CENTIMETERS
 DA0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0580+STABILITY: SURFACE MOTION
 DA0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0580+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0580
 DA0580  HISTORY     - Date     Condition        Report By
 DA0580  HISTORY     - 1952     MONUMENTED       CGS
 DA0580  HISTORY     - 1960     GOOD             NGS
 DA0580  HISTORY     - 1980     GOOD             NGS
 DA0580  HISTORY     - 1980     GOOD             NGS
 DA0580  HISTORY     - 20060128 GOOD             USPSQD
 DA0580  HISTORY     - 20060128 GOOD             USPSQD
 DA0580  HISTORY     - 20070626 GOOD             GEOCAC
 DA0580
 DA0580                          STATION DESCRIPTION
 DA0580
 DA0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0580'7.3 MI W FROM GILA BEND.
 DA0580'7.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0580'AT GILA BEND, 0.2 MILE WEST OF A CANAL, 181 FEET SOUTH OF THE
 DA0580'CENTERLINE OF ABANDONED U.S. HIGHWAY 80, 61.2 FEET SOUTH OF A FENCE,
 DA0580'38.4 FEET NORTH OF THE NORTH RAIL, 2.6 FEET WEST OF A POLE, 2.2 FEET
 DA0580'EAST OF A WHITE WOODEN WITNESS POST, SET IN A CYLINDRICAL CONCRETE
 DA0580'POST PROJECTING 3 INCHES.
 DA0580
 DA0580                          STATION RECOVERY (1980)
 DA0580
 DA0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0580'11.7 KM (7.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0580'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST
 DA0580'OF THE GILA BEND CANAL RUNNING UNDER THE HIGHWAY AND THE TRACKS,
 DA0580'0.2 KM (0.1 MI) NORTHEAST OF RAILROAD SEMAPHORE NUMBER A, 11.7 METERS
 DA0580'(38.4 FT) NORTHWEST OF THE NORTHWEST RAIL, 55.2 METERS (181 FT)
 DA0580'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 80),
 DA0580'21.9 METERS (72.0 FT) SOUTHEAST OF POWER LINE POLE NUMBER US 298-42.
 DA0580'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0580'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0580
 DA0580                          STATION RECOVERY (1980)
 DA0580
 DA0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0580'11.7 KM (7.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0580'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.3 KM (0.2 MI) SOUTHWEST
 DA0580'OF THE GILA BEND CANAL RUNNING UNDER THE HIGHWAY AND THE TRACKS,
 DA0580'0.2 KM (0.1 MI) NORTHEAST OF RAILROAD SEMAPHORE NUMBER A, 11.7 METERS
 DA0580'(38.4 FT) NORTHWEST OF THE NORTHWEST RAIL, 55.2 METERS (181 FT)
 DA0580'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 80),
 DA0580'21.9 METERS (72.0 FT) SOUTHEAST OF POWER LINE POLE NUMBER US 298-42.
 DA0580'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0580'THE MARK IS 1.2 M BELOW THE TRACKS.
 DA0580
 DA0580                          STATION RECOVERY (2006)
 DA0580
 DA0580'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0580'RECOVERED AS DESCRIBED.
 DA0580
 DA0580                          STATION RECOVERY (2006)
 DA0580
 DA0580'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0580'RECOVERED AS DESCRIBED.
 DA0580
 DA0580                          STATION RECOVERY (2007)
 DA0580
 DA0580'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0131 ***********************************************************************
 GO0131  DESIGNATION -  Y 32
 GO0131  PID         -  GO0131
 GO0131  STATE/COUNTY-  AZ/APACHE
 GO0131  USGS QUAD   -  CHINLE (1982)
 GO0131
 GO0131                         *CURRENT SURVEY CONTROL
 GO0131  ___________________________________________________________________
 GO0131* NAD 83(1986)-  36 10 33.     (N)    109 35 17.     (W)     SCALED    
 GO0131* NAVD 88     -      1670.406  (meters)    5480.32   (feet)  ADJUSTED  
 GO0131  ___________________________________________________________________
 GO0131  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 GO0131  DYNAMIC HT  -        1668.315 (meters)    5473.46  (feet)  COMP
 GO0131  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 GO0131
 GO0131  VERT ORDER  -  FIRST     CLASS II
 GO0131
 GO0131.The horizontal coordinates were scaled from a topographic map and have
 GO0131.an estimated accuracy of +/- 6 seconds.
 GO0131
 GO0131.The orthometric height was determined by differential leveling
 GO0131.and adjusted in June 1991.
 GO0131
 GO0131.The geoid height was determined by GEOID03.
 GO0131
 GO0131.The dynamic height is computed by dividing the NAVD 88
 GO0131.geopotential number by the normal gravity value computed on the
 GO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0131.degrees latitude (g = 980.6199 gals.).
 GO0131
 GO0131.The modeled gravity was interpolated from observed gravity values.
 GO0131
 GO0131;                    North         East    Units  Estimated Accuracy
 GO0131;SPC AZ E     -   574,180.      265,410.      MT  (+/- 180 meters Scaled)
 GO0131
 GO0131                          SUPERSEDED SURVEY CONTROL
 GO0131
 GO0131  NGVD 29 (??/??/92) 1669.537  (m)         5477.47   (f) ADJ UNCH    1 2
 GO0131
 GO0131.Superseded values are not recommended for survey control.
 GO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0131.See file dsdata.txt to determine how the superseded data were derived.
 GO0131
 GO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF269043(NAD 83)
 GO0131_MARKER: DB = BENCH MARK DISK
 GO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0131_STAMPING: Y 32 1933 5477.473
 GO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0131+STABILITY: SURFACE MOTION
 GO0131
 GO0131  HISTORY     - Date     Condition        Report By
 GO0131  HISTORY     - 1933     MONUMENTED       CGS
 GO0131  HISTORY     - 1972     MARK NOT FOUND   USGS
 GO0131
 GO0131                          STATION DESCRIPTION
 GO0131
 GO0131'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GO0131'3.0 MI NW FROM CHIN LEE.
 GO0131'3.0 MILES NORTHWEST OF THE POST OFFICE ALONG THE CHIN LEE-KAYENTA
 GO0131'ROAD, AT THE CREST OF A RISE NEAR THE END OF A DRAW BETWEEN LOW HILLS,
 GO0131'SET IN A POST 43 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD AND ABOUT
 GO0131'1 FOOT ABOVE THE LEVEL OF THE ROAD AND 6 INCHES ABOVE THE GROUND. A
 GO0131'STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0736 ***********************************************************************
 DA0736  DESIGNATION -  Y 320
 DA0736  PID         -  DA0736
 DA0736  STATE/COUNTY-  AZ/MARICOPA
 DA0736  USGS QUAD   -  SENTINEL (1986)
 DA0736
 DA0736                         *CURRENT SURVEY CONTROL
 DA0736  ___________________________________________________________________
 DA0736* NAD 83(1986)-  32 51 00.     (N)    113 14 47.     (W)     SCALED    
 DA0736* NAVD 88     -       194.900  (meters)     639.43   (feet)  ADJUSTED  
 DA0736  ___________________________________________________________________
 DA0736  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DA0736  DYNAMIC HT  -         194.675 (meters)     638.70  (feet)  COMP
 DA0736  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DA0736
 DA0736  VERT ORDER  -  FIRST     CLASS II
 DA0736
 DA0736.The horizontal coordinates were scaled from a topographic map and have
 DA0736.an estimated accuracy of +/- 6 seconds.
 DA0736
 DA0736.The orthometric height was determined by differential leveling
 DA0736.and adjusted in June 1991.
 DA0736
 DA0736.The geoid height was determined by GEOID03.
 DA0736
 DA0736.The dynamic height is computed by dividing the NAVD 88
 DA0736.geopotential number by the normal gravity value computed on the
 DA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0736.degrees latitude (g = 980.6199 gals.).
 DA0736
 DA0736.The modeled gravity was interpolated from observed gravity values.
 DA0736
 DA0736;                    North         East    Units  Estimated Accuracy
 DA0736;SPC AZ C     -   205,900.       88,890.      MT  (+/- 180 meters Scaled)
 DA0736
 DA0736                          SUPERSEDED SURVEY CONTROL
 DA0736
 DA0736  NGVD 29 (??/??/92)  194.298  (m)          637.46   (f) ADJ UNCH    1 2
 DA0736
 DA0736.Superseded values are not recommended for survey control.
 DA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0736.See file dsdata.txt to determine how the superseded data were derived.
 DA0736
 DA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB897368(NAD 83)
 DA0736_MARKER: DB = BENCH MARK DISK
 DA0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0736_STAMPING: Y 320 1952
 DA0736_MARK LOGO: CGS   
 DA0736_PROJECTION: FLUSH
 DA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0736+STABILITY: SURFACE MOTION
 DA0736
 DA0736  HISTORY     - Date     Condition        Report By
 DA0736  HISTORY     - 1952     MONUMENTED       CGS
 DA0736  HISTORY     - 1960     GOOD             NGS
 DA0736  HISTORY     - 1980     GOOD             NGS
 DA0736  HISTORY     - 1980     GOOD             NGS
 DA0736
 DA0736                          STATION DESCRIPTION
 DA0736
 DA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0736'2.2 MI W FROM SENTINEL.
 DA0736'2.2 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0736'WATER TANK AT SENTINEL, AT THE WEST END OF A SMALL CUT, 91 FEET NORTH
 DA0736'OF THE NORTH RAIL, 77 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD,
 DA0736'16 FEET SOUTH OF A FENCE, 2.3 FEET EAST OF MILEPOST 824, 1.8 FEET WEST
 DA0736'OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE RAILROAD TRACK, AND
 DA0736'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 DA0736'GROUND.
 DA0736
 DA0736                          STATION RECOVERY (1960)
 DA0736
 DA0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0736'RECOVERED IN GOOD CONDITION.
 DA0736
 DA0736                          STATION RECOVERY (1980)
 DA0736
 DA0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0736'3.3 KM (2.05 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0736'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0736'RAILROAD MILEPOLE 824, 27.7 METERS (91.0 FT) NORTHWEST OF THE
 DA0736'NORTHWEST OF THE NORTHWEST RAIL, 23.5 METERS (77.0 FT) SOUTHEAST OF
 DA0736'THE CENTERLINE OF THE RAILROAD SERVICE ROAD.
 DA0736'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0736'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0736
 DA0736                          STATION RECOVERY (1980)
 DA0736
 DA0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0736'3.3 KM (2.05 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0736'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, AT
 DA0736'RAILROAD MILEPOLE 824, 27.7 METERS (91.0 FT) NORTHWEST OF THE
 DA0736'NORTHWEST OF THE NORTHWEST RAIL, 23.5 METERS (77.0 FT) SOUTHEAST OF
 DA0736'THE CENTERLINE OF THE RAILROAD SERVICE ROAD.
 DA0736'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DA0736'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0837 ***********************************************************************
 DV0837  DESIGNATION -  Y 321
 DV0837  PID         -  DV0837
 DV0837  STATE/COUNTY-  AZ/MARICOPA
 DV0837  USGS QUAD   -  VALENCIA (1982)
 DV0837
 DV0837                         *CURRENT SURVEY CONTROL
 DV0837  ___________________________________________________________________
 DV0837* NAD 83(1986)-  33 22 38.     (N)    112 36 59.     (W)     SCALED    
 DV0837* NAVD 88     -       272.276  (meters)     893.29   (feet)  ADJUSTED  
 DV0837  ___________________________________________________________________
 DV0837  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DV0837  DYNAMIC HT  -         271.965 (meters)     892.27  (feet)  COMP
 DV0837  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 DV0837
 DV0837  VERT ORDER  -  FIRST     CLASS II
 DV0837
 DV0837.The horizontal coordinates were scaled from a topographic map and have
 DV0837.an estimated accuracy of +/- 6 seconds.
 DV0837
 DV0837.The orthometric height was determined by differential leveling
 DV0837.and adjusted in November 1993.
 DV0837
 DV0837.The geoid height was determined by GEOID03.
 DV0837
 DV0837.The dynamic height is computed by dividing the NAVD 88
 DV0837.geopotential number by the normal gravity value computed on the
 DV0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0837.degrees latitude (g = 980.6199 gals.).
 DV0837
 DV0837.The modeled gravity was interpolated from observed gravity values.
 DV0837
 DV0837;                    North         East    Units  Estimated Accuracy
 DV0837;SPC AZ C     -   263,800.      148,250.      MT  (+/- 180 meters Scaled)
 DV0837
 DV0837                          SUPERSEDED SURVEY CONTROL
 DV0837
 DV0837  NGVD 29 (??/??/92)  271.642  (m)          891.21   (f) ADJ UNCH    1 2
 DV0837
 DV0837.Superseded values are not recommended for survey control.
 DV0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0837.See file dsdata.txt to determine how the superseded data were derived.
 DV0837
 DV0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB496942(NAD 83)
 DV0837_MARKER: DB = BENCH MARK DISK
 DV0837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DV0837_SP_SET: HEADWALL
 DV0837_STAMPING: Y 321 1952
 DV0837_MARK LOGO: CGS   
 DV0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0837+STABILITY: SURFACE MOTION
 DV0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0837+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 DV0837
 DV0837  HISTORY     - Date     Condition        Report By
 DV0837  HISTORY     - 1952     MONUMENTED       CGS
 DV0837  HISTORY     - 1962     GOOD             NGS
 DV0837  HISTORY     - 19920316 GOOD             NGS
 DV0837  HISTORY     - 20070417 GOOD             GEOCAC
 DV0837
 DV0837                          STATION DESCRIPTION
 DV0837
 DV0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DV0837'1.9 MI W FROM BUCKEYE.
 DV0837'1.9 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DV0837'STATION AT BUCKEYE, 5 1/2 TELEPHONE POLES WEST OF MILEPOST 874, 90
 DV0837'YARDS SOUTH OF A FARM HOUSE, ABOUT 135 YARDS WEST OF TWO SEMAPHORES
 DV0837'WEST BOUND SEMAPHORE NO. 8739, IN TOP OF THE NORTH CONCRETE HEADWALL
 DV0837'OF A CULVERT, 132 FEET SOUTH OF AN EAST-WEST DIRT ROAD, 8.6 FEET NORTH
 DV0837'OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 DV0837
 DV0837                          STATION RECOVERY (1962)
 DV0837
 DV0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DV0837'RECOVERED IN GOOD CONDITION.
 DV0837
 DV0837                          STATION RECOVERY (1992)
 DV0837
 DV0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DV0837'0.1 KM (0.05 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 DV0837'BUCKEYE, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG COUNTY ROAD 85,
 DV0837'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 1ST STREET, THENCE 2.4 KM
 DV0837'(1.50 MI) EASTERLY ALONG WEST BASELINE ROAD, NEAR THE CENTER OF THE
 DV0837'NORTH CONCRETE HEADWALL OF A CULVERT, 39.7 M (130.2 FT) SOUTH OF THE
 DV0837'ROAD CENTERLINE, 3.1 M (10.2 FT) NORTH OF THE NEAR RAIL OF THE
 DV0837'SOUTHERN PACIFIC RAILROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DV0837'TRACK.
 DV0837
 DV0837                          STATION RECOVERY (2007)
 DV0837
 DV0837'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1063 ***********************************************************************
 DA1063  DESIGNATION -  Y 322
 DA1063  PID         -  DA1063
 DA1063  STATE/COUNTY-  AZ/YUMA
 DA1063  USGS QUAD   -  TACNA (1982)
 DA1063
 DA1063                         *CURRENT SURVEY CONTROL
 DA1063  ___________________________________________________________________
 DA1063* NAD 83(1986)-  32 41 22.     (N)    113 53 22.     (W)     SCALED    
 DA1063* NAVD 88     -       108.11   (+/-2cm)     354.7    (feet)  VERTCON   
 DA1063  ___________________________________________________________________
 DA1063  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DA1063  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1063
 DA1063.The horizontal coordinates were scaled from a topographic map and have
 DA1063.an estimated accuracy of +/- 6 seconds.
 DA1063
 DA1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1063.The vertical order pertains to the NGVD 29 superseded value.
 DA1063
 DA1063.The geoid height was determined by GEOID03.
 DA1063
 DA1063;                    North         East    Units  Estimated Accuracy
 DA1063;SPC AZ W     -   187,330.      200,280.      MT  (+/- 180 meters Scaled)
 DA1063
 DA1063                          SUPERSEDED SURVEY CONTROL
 DA1063
 DA1063  NGVD 29 (??/??/92)  107.422  (m)          352.43   (f) ADJ UNCH    1 2
 DA1063
 DA1063.Superseded values are not recommended for survey control.
 DA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1063.See file dsdata.txt to determine how the superseded data were derived.
 DA1063
 DA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB290205(NAD 83)
 DA1063_MARKER: DB = BENCH MARK DISK
 DA1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1063_STAMPING: Y 322 1952
 DA1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1063+STABILITY: SURFACE MOTION
 DA1063
 DA1063  HISTORY     - Date     Condition        Report By
 DA1063  HISTORY     - 1952     MONUMENTED       CGS
 DA1063
 DA1063                          STATION DESCRIPTION
 DA1063
 DA1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1063'14.8 MI E FROM WELLTON.
 DA1063'14.8 MILES EAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1063'PACIFIC COMPANY RAILROAD WATER TANK AT WELLTON, THENCE 0.6 FOOT SOUTH
 DA1063'ALONG A GRADED ROAD TO THE AIR FIELD AT COLFRED, AT THE SOUTHEAST
 DA1063'CORNER OF THE EAST-WEST RUNWAY, 12 FEET SOUTH OF THE SOUTHEAST CORNER,
 DA1063'1.8 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DA1063'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0189 ***********************************************************************
 DU0189  DESIGNATION -  Y 323
 DU0189  PID         -  DU0189
 DU0189  STATE/COUNTY-  AZ/GRAHAM
 DU0189  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0189
 DU0189                         *CURRENT SURVEY CONTROL
 DU0189  ___________________________________________________________________
 DU0189* NAD 83(1986)-  33 16 25.     (N)    110 05 34.     (W)     SCALED    
 DU0189* NAVD 88     -      1425.966  (meters)    4678.36   (feet)  ADJUSTED  
 DU0189  ___________________________________________________________________
 DU0189  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DU0189  DYNAMIC HT  -        1423.899 (meters)    4671.58  (feet)  COMP
 DU0189  MODELED GRAV-     979,138.1   (mgal)                       NAVD 88
 DU0189
 DU0189  VERT ORDER  -  SECOND    CLASS 0
 DU0189
 DU0189.The horizontal coordinates were scaled from a topographic map and have
 DU0189.an estimated accuracy of +/- 6 seconds.
 DU0189
 DU0189.The orthometric height was determined by differential leveling
 DU0189.and adjusted in June 1991.
 DU0189
 DU0189.The geoid height was determined by GEOID03.
 DU0189
 DU0189.The dynamic height is computed by dividing the NAVD 88
 DU0189.geopotential number by the normal gravity value computed on the
 DU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0189.degrees latitude (g = 980.6199 gals.).
 DU0189
 DU0189.The modeled gravity was interpolated from observed gravity values.
 DU0189
 DU0189;                    North         East    Units  Estimated Accuracy
 DU0189;SPC AZ E     -   252,100.      220,240.      MT  (+/- 180 meters Scaled)
 DU0189
 DU0189                          SUPERSEDED SURVEY CONTROL
 DU0189
 DU0189  NGVD 29 (??/??/92) 1425.279  (m)         4676.10   (f) ADJ UNCH    2 0
 DU0189
 DU0189.Superseded values are not recommended for survey control.
 DU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0189.See file dsdata.txt to determine how the superseded data were derived.
 DU0189
 DU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB844819(NAD 83)
 DU0189_MARKER: DB = BENCH MARK DISK
 DU0189_SETTING: 66 = SET IN ROCK OUTCROP
 DU0189_SP_SET: BEDROCK
 DU0189_STAMPING: Y 323 1952
 DU0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0189+STABILITY: POSITION/ELEVATION WELL
 DU0189
 DU0189  HISTORY     - Date     Condition        Report By
 DU0189  HISTORY     - 1952     MONUMENTED       CGS
 DU0189
 DU0189                          STATION DESCRIPTION
 DU0189
 DU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0189'9.8 MI NE FROM CALVA.
 DU0189'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0189'COMPANY RAILROAD STATION AT CALVA, THENCE 9.3 MILES NORTHEAST ALONG
 DU0189'THE CALVA - ASH CREEK ROAD, ABOUT 300 FEET SOUTHWEST OF THE SOUTHWEST
 DU0189'SIDE OF A CORRAL AT THE YELLOW JACKET SALT GROUNDS, 33 FEET SOUTHEAST
 DU0189'OF THE CENTER LINE OF THE ROAD, 36.6 FEET NORTHWEST OF A WIRE FENCE,
 DU0189'4.2 FEET NORTHEAST OF A WITNESS POST, LEVEL WITH THE ROAD, AND SET IN
 DU0189'THE TOP OF A LAVA BEDROCK ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0382 ***********************************************************************
 CY0382  DESIGNATION -  Y 324
 CY0382  PID         -  CY0382
 CY0382  STATE/COUNTY-  AZ/COCHISE
 CY0382  USGS QUAD   -  WILLCOX SOUTH (1985)
 CY0382
 CY0382                         *CURRENT SURVEY CONTROL
 CY0382  ___________________________________________________________________
 CY0382* NAD 83(1986)-  32 11 58.     (N)    109 51 58.     (W)     SCALED    
 CY0382* NAVD 88     -      1269.175  (meters)    4163.95   (feet)  ADJUSTED  
 CY0382  ___________________________________________________________________
 CY0382  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CY0382  DYNAMIC HT  -        1267.260 (meters)    4157.67  (feet)  COMP
 CY0382  MODELED GRAV-     979,086.5   (mgal)                       NAVD 88
 CY0382
 CY0382  VERT ORDER  -  FIRST     CLASS II
 CY0382
 CY0382.The horizontal coordinates were scaled from a topographic map and have
 CY0382.an estimated accuracy of +/- 6 seconds.
 CY0382
 CY0382.The orthometric height was determined by differential leveling
 CY0382.and adjusted in June 1991.
 CY0382
 CY0382.The geoid height was determined by GEOID03.
 CY0382
 CY0382.The dynamic height is computed by dividing the NAVD 88
 CY0382.geopotential number by the normal gravity value computed on the
 CY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0382.degrees latitude (g = 980.6199 gals.).
 CY0382
 CY0382.The modeled gravity was interpolated from observed gravity values.
 CY0382
 CY0382;                    North         East    Units  Estimated Accuracy
 CY0382;SPC AZ E     -   133,020.      241,700.      MT  (+/- 180 meters Scaled)
 CY0382
 CY0382                          SUPERSEDED SURVEY CONTROL
 CY0382
 CY0382  NGVD 29 (??/??/92) 1268.398  (m)         4161.40   (f) ADJ UNCH    1 2
 CY0382
 CY0382.Superseded values are not recommended for survey control.
 CY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0382.See file dsdata.txt to determine how the superseded data were derived.
 CY0382
 CY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA068631(NAD 83)
 CY0382_MARKER: DB = BENCH MARK DISK
 CY0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0382_SP_SET: CULVERT
 CY0382_STAMPING: Y 324 1952
 CY0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0382+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 CY0382
 CY0382  HISTORY     - Date     Condition        Report By
 CY0382  HISTORY     - 1952     MONUMENTED       CGS
 CY0382  HISTORY     - 1979     GOOD             NGS
 CY0382  HISTORY     - 20030616 GOOD             NGS
 CY0382
 CY0382                          STATION DESCRIPTION
 CY0382
 CY0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0382'4.2 MI SW FROM WILLCOX.
 CY0382'4.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0382'THE STATION AT WILLCOX, 0.4 MILE SOUTHWEST OF MILEPOLE NUMBER 1071, IN
 CY0382'THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF CULVERT NUMBER 1070.67,
 CY0382'5.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.7 FOOT NORTHEAST OF THE
 CY0382'SOUTHWEST END OF A CULVERT, 0.6 FOOT NORTHWEST OF THE SOUTHEAST EDGE
 CY0382'OF A CULVERT, AND ABOUT LEVEL WITH THE TRACK.
 CY0382
 CY0382                          STATION RECOVERY (1979)
 CY0382
 CY0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0382'6.6 KILOMETERS (4.1 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0382'RAILROAD FROM THE STATION IN WILLCOX, 0.6 KILOMETER (0.4 MILE)
 CY0382'SOUTHWEST OF MILE POST 1071, AT CULVERT 1070.51, IN TOP OF THE
 CY0382'SOUTHEAST HEADWALL, 1.8 METERS (6 FEET) SOUTHEAST OF THE SOUTHEAST
 CY0382'RAIL AND 22 CENTIMETERS NORTHEAST OF THE SOUTHWEST END.
 CY0382'THE MARK IS ABOVE LEVEL WITH BOTTOM OF THE RAILS.
 CY0382
 CY0382                          STATION RECOVERY (2003)
 CY0382
 CY0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY0382'RR IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0024 ***********************************************************************
 CG0024  DESIGNATION -  Y 325
 CG0024  PID         -  CG0024
 CG0024  STATE/COUNTY-  AZ/COCHISE
 CG0024  USGS QUAD   -  BENSON (1983)
 CG0024
 CG0024                         *CURRENT SURVEY CONTROL
 CG0024  ___________________________________________________________________
 CG0024* NAD 83(1986)-  31 57 49.     (N)    110 16 03.     (W)     SCALED    
 CG0024* NAVD 88     -      1085.91   (+/-2cm)    3562.7    (feet)  VERTCON   
 CG0024  ___________________________________________________________________
 CG0024  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CG0024  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0024
 CG0024.The horizontal coordinates were scaled from a topographic map and have
 CG0024.an estimated accuracy of +/- 6 seconds.
 CG0024
 CG0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0024.The vertical order pertains to the NGVD 29 superseded value.
 CG0024
 CG0024.The geoid height was determined by GEOID03.
 CG0024
 CG0024;                    North         East    Units  Estimated Accuracy
 CG0024;SPC AZ E     -   106,840.      203,830.      MT  (+/- 180 meters Scaled)
 CG0024
 CG0024                          SUPERSEDED SURVEY CONTROL
 CG0024
 CG0024  NGVD 29 (??/??/92) 1085.123  (m)         3560.11   (f) ADJ UNCH    1 2
 CG0024
 CG0024.Superseded values are not recommended for survey control.
 CG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0024.See file dsdata.txt to determine how the superseded data were derived.
 CG0024
 CG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA692366(NAD 83)
 CG0024_MARKER: DB = BENCH MARK DISK
 CG0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0024_SP_SET: BUILDING
 CG0024_STAMPING: Y 325 1952
 CG0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0024
 CG0024  HISTORY     - Date     Condition        Report By
 CG0024  HISTORY     - 1952     MONUMENTED       CGS
 CG0024
 CG0024                          STATION DESCRIPTION
 CG0024
 CG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0024'1.7 MI E FROM BENSON.
 CG0024'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0024'STATION AT BENSON, THENCE 0.1 MILE SOUTH ACROSS THE AIRPORT, AT THE
 CG0024'EAST END OF THE NORTH FACE OF THE OFFICE BUILDING OF THE BENSON
 CG0024'AIRPORT (CONCRETE BLOCK BUILDINGS), 37.9 FEET EAST OF THE NORTH
 CG0024'ENTRANCE OF THE BUILDING, 0.7 FOOT WEST OF THE EAST END OF THE
 CG0024'BUILDING, 0.7 FOOT HIGHER THAN THE GROUND, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0315 ***********************************************************************
 FP0315  DESIGNATION -  Y 33
 FP0315  PID         -  FP0315
 FP0315  STATE/COUNTY-  AZ/APACHE
 FP0315  USGS QUAD   -  GANADO (1973)
 FP0315
 FP0315                         *CURRENT SURVEY CONTROL
 FP0315  ___________________________________________________________________
 FP0315* NAD 83(1986)-  35 44 08.     (N)    109 37 31.     (W)     SCALED    
 FP0315* NAVD 88     -      1967.152  (meters)    6453.90   (feet)  ADJUSTED  
 FP0315  ___________________________________________________________________
 FP0315  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FP0315  DYNAMIC HT  -        1964.526 (meters)    6445.28  (feet)  COMP
 FP0315  MODELED GRAV-     979,227.6   (mgal)                       NAVD 88
 FP0315
 FP0315  VERT ORDER  -  FIRST     CLASS II
 FP0315
 FP0315.The horizontal coordinates were scaled from a topographic map and have
 FP0315.an estimated accuracy of +/- 6 seconds.
 FP0315
 FP0315.The orthometric height was determined by differential leveling
 FP0315.and adjusted in June 1991.
 FP0315
 FP0315.The geoid height was determined by GEOID03.
 FP0315
 FP0315.The dynamic height is computed by dividing the NAVD 88
 FP0315.geopotential number by the normal gravity value computed on the
 FP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0315.degrees latitude (g = 980.6199 gals.).
 FP0315
 FP0315.The modeled gravity was interpolated from observed gravity values.
 FP0315
 FP0315;                    North         East    Units  Estimated Accuracy
 FP0315;SPC AZ E     -   525,310.      262,330.      MT  (+/- 180 meters Scaled)
 FP0315
 FP0315                          SUPERSEDED SURVEY CONTROL
 FP0315
 FP0315  NGVD 29 (??/??/92) 1966.229  (m)         6450.87   (f) ADJ UNCH    1 2
 FP0315
 FP0315.Superseded values are not recommended for survey control.
 FP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0315.See file dsdata.txt to determine how the superseded data were derived.
 FP0315
 FP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE243554(NAD 83)
 FP0315_MARKER: DB = BENCH MARK DISK
 FP0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0315_STAMPING: Y33 1933 6450.870
 FP0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0315+STABILITY: SURFACE MOTION
 FP0315
 FP0315  HISTORY     - Date     Condition        Report By
 FP0315  HISTORY     - 1933     MONUMENTED       CGS
 FP0315  HISTORY     - 1972     GOOD             USGS
 FP0315
 FP0315                          STATION DESCRIPTION
 FP0315
 FP0315'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0315'5.52 MI W FROM GANADO.
 FP0315'GANADO, 4.7 MI. WEST ALONG STATE HWY. 264 FROM THE SAGE MEMORIAL
 FP0315'HOSPITAL TO A T-RD. SOUTH, THENCE 0.6 MI. SOUTH AND SW. TO A Y-RD.
 FP0315'NW., THENCE 0.15 MI. NW. TO A Y-RD. NORTH, THENCE 0.07 MI. NORTH.
 FP0315'ABOUT 3/4 MI. SOUTH OF HWY. 264.  ABOUT 0.32 MI. NORTH OF A HOUSE WITH
 FP0315'CORALLS.  35 FT. WEST OF THE RD.  22 FT. EAST OF AND.  15 FT. SW. OF A
 FP0315'DEADMAN WITH ODOR.  IN A CONCRETE POST PROJECTING 0.1 FT.  A USC AND
 FP0315'GS TABLET STAMPED Y33 1933 6450.870.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0283 ***********************************************************************
 CY0283  DESIGNATION -  Y 330
 CY0283  PID         -  CY0283
 CY0283  STATE/COUNTY-  AZ/COCHISE
 CY0283  USGS QUAD   -  BOWIE (1974)
 CY0283
 CY0283                         *CURRENT SURVEY CONTROL
 CY0283  ___________________________________________________________________
 CY0283* NAD 83(1986)-  32 19 14.     (N)    109 27 12.     (W)     SCALED    
 CY0283* NAVD 88     -      1129.781  (meters)    3706.62   (feet)  ADJUSTED  
 CY0283  ___________________________________________________________________
 CY0283  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0283  DYNAMIC HT  -        1128.115 (meters)    3701.16  (feet)  COMP
 CY0283  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 CY0283
 CY0283  VERT ORDER  -  FIRST     CLASS II
 CY0283
 CY0283.The horizontal coordinates were scaled from a topographic map and have
 CY0283.an estimated accuracy of +/- 6 seconds.
 CY0283
 CY0283.The orthometric height was determined by differential leveling
 CY0283.and adjusted in June 1991.
 CY0283
 CY0283.The geoid height was determined by GEOID03.
 CY0283
 CY0283.The dynamic height is computed by dividing the NAVD 88
 CY0283.geopotential number by the normal gravity value computed on the
 CY0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0283.degrees latitude (g = 980.6199 gals.).
 CY0283
 CY0283.The modeled gravity was interpolated from observed gravity values.
 CY0283
 CY0283;                    North         East    Units  Estimated Accuracy
 CY0283;SPC AZ E     -   146,630.      280,520.      MT  (+/- 180 meters Scaled)
 CY0283
 CY0283                          SUPERSEDED SURVEY CONTROL
 CY0283
 CY0283  NGVD 29 (??/??/92) 1130.143  (m)         3707.81   (f) ADJ UNCH    1 2
 CY0283
 CY0283.Superseded values are not recommended for survey control.
 CY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0283.See file dsdata.txt to determine how the superseded data were derived.
 CY0283
 CY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA455770(NAD 83)
 CY0283_MARKER: DB = BENCH MARK DISK
 CY0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0283_STAMPING: Y 330 1953
 CY0283_PROJECTION: PROJECTING 25 CENTIMETERS
 CY0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0283+STABILITY: SURFACE MOTION
 CY0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0283+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0283
 CY0283  HISTORY     - Date     Condition        Report By
 CY0283  HISTORY     - 1953     MONUMENTED       CGS
 CY0283  HISTORY     - 1960     GOOD             NGS
 CY0283  HISTORY     - 1979     GOOD             NGS
 CY0283  HISTORY     - 20050402 GOOD             NGS
 CY0283  HISTORY     - 20081010 GOOD             GEOCAC
 CY0283
 CY0283                          STATION DESCRIPTION
 CY0283
 CY0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0283'2.0 MI E FROM BOWIE.
 CY0283'2.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0283'BOWIE, 100 FEET SOUTH OF THE SOUTH RAIL, 99 FEET NORTH OF THE CENTER
 CY0283'LINE OF STATE HIGHWAY 86, 6 FEET SOUTH OF A VERTICAL RAIL.  3 FEET
 CY0283'EAST OF A WITNESS POST.  3 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 CY0283'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CY0283
 CY0283                          STATION RECOVERY (1960)
 CY0283
 CY0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0283'RECOVERED IN GOOD CONDITION.
 CY0283
 CY0283                          STATION RECOVERY (1979)
 CY0283
 CY0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0283'3.2 KILOMETERS (2.0 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0283'FROM THE STATION AT BOWIE, 0.2 KILOMETER (0.1 MILE) WEST OF THE
 CY0283'JUNCTION OF BUSINESS LOOP INTERSTATE 10 AND A FRONTAGE ROAD LEADING
 CY0283'EAST, 31.8 METERS (104 FEET) SOUTH OF THE SOUTH RAIL, 28.4 METERS
 CY0283'(93 FEET) NORTH OF THE CENTERLINE OF THE INTERSTATE 10 BUSINESS LOOP
 CY0283'HIGHWAY AND 40.2 METERS (132 FEET) SOUTHEAST OF THE SECOND UTILITY
 CY0283'POLE EAST OF RAILROAD BRIDGE 1100.31.
 CY0283'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0283'THE MARK IS 1.5 M BELOW THE RAILS.
 CY0283
 CY0283                          STATION RECOVERY (2005)
 CY0283
 CY0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0283'RAILROAD IS NOW UNION PACIFIC.
 CY0283
 CY0283                          STATION RECOVERY (2008)
 CY0283
 CY0283'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0283'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0283'19.261' W109  27.259'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0524 ***********************************************************************
 DA0524  DESIGNATION -  Y 331
 DA0524  PID         -  DA0524
 DA0524  STATE/COUNTY-  AZ/MARICOPA
 DA0524  USGS QUAD   -  MIDWAY (1986)
 DA0524
 DA0524                         *CURRENT SURVEY CONTROL
 DA0524  ___________________________________________________________________
 DA0524* NAD 83(1986)-  32 43 26.     (N)    112 51 18.     (W)     SCALED    
 DA0524* NAVD 88     -       306.68   (+/-2cm)    1006.2    (feet)  VERTCON   
 DA0524  ___________________________________________________________________
 DA0524  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0524  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0524
 DA0524.The horizontal coordinates were scaled from a topographic map and have
 DA0524.an estimated accuracy of +/- 6 seconds.
 DA0524
 DA0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0524.The vertical order pertains to the NGVD 29 superseded value.
 DA0524
 DA0524.The geoid height was determined by GEOID03.
 DA0524
 DA0524;                    North         East    Units  Estimated Accuracy
 DA0524;SPC AZ C     -   191,520.      125,410.      MT  (+/- 180 meters Scaled)
 DA0524
 DA0524                          SUPERSEDED SURVEY CONTROL
 DA0524
 DA0524  NGVD 29 (??/??/92)  306.058  (m)         1004.13   (f) ADJ UNCH    1 2
 DA0524
 DA0524.Superseded values are not recommended for survey control.
 DA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0524.See file dsdata.txt to determine how the superseded data were derived.
 DA0524
 DA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB261221(NAD 83)
 DA0524_MARKER: DB = BENCH MARK DISK
 DA0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0524_STAMPING: Y 331 1953
 DA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0524+STABILITY: SURFACE MOTION
 DA0524
 DA0524  HISTORY     - Date     Condition        Report By
 DA0524  HISTORY     - 1953     MONUMENTED       CGS
 DA0524  HISTORY     - 1980     GOOD             USGS
 DA0524
 DA0524                          STATION DESCRIPTION
 DA0524
 DA0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0524'19.2 MI S FROM GILA BEND.
 DA0524'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0524'COMPANY RAILROAD STATION AT GILA BEND, THENCE 2.7 MILES SOUTH ALONG
 DA0524'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, THENCE 0.9 MILE WEST
 DA0524'ALONG A DIRT ROAD, THENCE 0.6 MILE NORTHWEST ALONG THE
 DA0524'NORTHWEST-SOUTHEAST RUNWAY OF WILLIAMS AIR FORCE AUXILIARY FIELD NO.
 DA0524'4, AT THE NORTH INSIDE CORNER OF A TRIANGLE FORMED BY 3 RUNWAYS, 237
 DA0524'FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE NORTHWEST-SOUTHEAST
 DA0524'AND NORTH-SOUTH RUNWAYS, 50 FEET EAST OF THE EAST EDGE OF THE
 DA0524'NORTH-SOUTH RUNWAY, 37 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DA0524'NORTHWEST-SOUTHEAST RUNWAY, 2.4 FEET WEST OF A WITNESS POST, ABOUT
 DA0524'LEVEL WITH THE RUNWAYS, AND SET IN THE TOP OF A CONCRETE POST
 DA0524'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DA0524
 DA0524                          STATION RECOVERY (1980)
 DA0524
 DA0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0524'THE MARK IS 16.2 MILES SOUTH ALONG STATE HWY. 85 FROM THE OVERPASS AT
 DA0524'US HWY. I-8, WEST OF GILA BEND, THENCE 0.4 MI WEST ALONG A DIRT ROAD,
 DA0524'THENCE 0.6 MI NORTHWEST ALONG THE NORTH- WEST SOUTHEAST RUNWAY OF AN
 DA0524'AIRFIELD, AT THE NORTH INSIDE CORNER OF A TRIANGLE FORMED BY THREE
 DA0524'RUNWAYS, 237 FT SOUTH OF THE CENTER OF THE JCT. OF THE NORTHWEST
 DA0524'SOUTHEAST AND NORTH SOUTH RUNWAYS, 50 FT EAST OF THE EAST EDGE OF THE
 DA0524'NORTH-SOUTH RUNWAY, 37 FT, SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DA0524'NORTHWEST-SOUTHEAST RUNWAY ABOUT LEVEL WITH THE RUNWAYS AND SET IN
 DA0524'THE TOP OF A CONCRETE POST PROJECTING 0.5 FT A STANDARD TABLET
 DA0524'STAMPED "Y 331 1953'>
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0309 ***********************************************************************
 DA0309  DESIGNATION -  Y 332
 DA0309  PID         -  DA0309
 DA0309  STATE/COUNTY-  AZ/PIMA
 DA0309  USGS QUAD   -  AJO NORTH (1990)
 DA0309
 DA0309                         *CURRENT SURVEY CONTROL
 DA0309  ___________________________________________________________________
 DA0309* NAD 83(1986)-  32 27 05.     (N)    112 51 23.     (W)     SCALED    
 DA0309* NAVD 88     -       438.61   (+/-2cm)    1439.0    (feet)  VERTCON   
 DA0309  ___________________________________________________________________
 DA0309  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DA0309  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0309
 DA0309.The horizontal coordinates were scaled from a topographic map and have
 DA0309.an estimated accuracy of +/- 6 seconds.
 DA0309
 DA0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0309.The vertical order pertains to the NGVD 29 superseded value.
 DA0309
 DA0309.The geoid height was determined by GEOID03.
 DA0309
 DA0309;                    North         East    Units  Estimated Accuracy
 DA0309;SPC AZ C     -   161,310.      125,010.      MT  (+/- 180 meters Scaled)
 DA0309
 DA0309                          SUPERSEDED SURVEY CONTROL
 DA0309
 DA0309  NGVD 29 (??/??/92)  437.938  (m)         1436.80   (f) ADJ UNCH    1 2
 DA0309
 DA0309.Superseded values are not recommended for survey control.
 DA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0309.See file dsdata.txt to determine how the superseded data were derived.
 DA0309
 DA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA255919(NAD 83)
 DA0309_MARKER: DB = BENCH MARK DISK
 DA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0309_STAMPING: Y 332 1953
 DA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0309+STABILITY: SURFACE MOTION
 DA0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0309+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0309
 DA0309  HISTORY     - Date     Condition        Report By
 DA0309  HISTORY     - 1953     MONUMENTED       CGS
 DA0309  HISTORY     - 1979     GOOD             DOD
 DA0309  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 DA0309  HISTORY     - 20070603 GOOD             GEOCAC
 DA0309
 DA0309                          STATION DESCRIPTION
 DA0309
 DA0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0309'7.3 MI N FROM AJO.
 DA0309'6.6 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0309'THE STATION AT AJO, THENCE 0.7 MILE SOUTHWEST CROSS-COUNTRY THROUGH
 DA0309'AJO AIRPORT, 0.15 MILE SOUTHEAST OF THE CONTROL TOWER, AT THE SOUTH
 DA0309'(ED MILLS) HANGAR, 80.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 DA0309'CONCRETE APRON, 4.8 FEET SOUTHWEST OF THE WEST CORNER OF THE HANGAR,
 DA0309'ABOUT LEVEL WITH THE APRON, AND SET IN THE TOP OF A CONCRETE POST
 DA0309'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DA0309
 DA0309                          STATION RECOVERY (1979)
 DA0309
 DA0309'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 DA0309'RECOVERED IN GOOD CONDITION.
 DA0309
 DA0309                          STATION RECOVERY (2006)
 DA0309
 DA0309'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0309'MARK NOT FOUND.
 DA0309
 DA0309                          STATION RECOVERY (2007)
 DA0309
 DA0309'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0494 ***********************************************************************
 DA0494  DESIGNATION -  Y 336
 DA0494  PID         -  DA0494
 DA0494  STATE/COUNTY-  AZ/PIMA
 DA0494  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0494
 DA0494                         *CURRENT SURVEY CONTROL
 DA0494  ___________________________________________________________________
 DA0494* NAD 83(1986)-  32 28 27.     (N)    112 31 16.     (W)     SCALED    
 DA0494* NAVD 88     -       725.70   (+/-2cm)    2380.9    (feet)  VERTCON   
 DA0494  ___________________________________________________________________
 DA0494  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DA0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0494
 DA0494.The horizontal coordinates were scaled from a topographic map and have
 DA0494.an estimated accuracy of +/- 6 seconds.
 DA0494
 DA0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0494.The vertical order pertains to the NGVD 29 superseded value.
 DA0494
 DA0494.The geoid height was determined by GEOID03.
 DA0494
 DA0494;                    North         East    Units  Estimated Accuracy
 DA0494;SPC AZ C     -   163,600.      156,550.      MT  (+/- 180 meters Scaled)
 DA0494
 DA0494                          SUPERSEDED SURVEY CONTROL
 DA0494
 DA0494  NGVD 29 (??/??/92)  724.966  (m)         2378.49   (f) ADJ UNCH    2 0
 DA0494
 DA0494.Superseded values are not recommended for survey control.
 DA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0494.See file dsdata.txt to determine how the superseded data were derived.
 DA0494
 DA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA570940(NAD 83)
 DA0494_MARKER: DB = BENCH MARK DISK
 DA0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0494_STAMPING: Y 336 1961
 DA0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0494+STABILITY: SURFACE MOTION
 DA0494
 DA0494  HISTORY     - Date     Condition        Report By
 DA0494  HISTORY     - 1961     MONUMENTED       CGS
 DA0494
 DA0494                          STATION DESCRIPTION
 DA0494
 DA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0494'19.75 MI W FROM VENTANA.
 DA0494'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0494'AT VENTANA.  THENCE 13.25 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0494'PIPE LINE.  OR ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA
 DA0494'AND GILA BEND RAILROAD FROM THE STATION AT AJO.  THENCE 1.4 MILES
 DA0494'SOUTHEAST ALONG STATE HIGHWAY 85.  THENCE 22.7 MILES EAST ALONG A DIRT
 DA0494'ROAD WHICH FOLLOWS A PIPE LINE.  0.85 MILE EAST OF 2 VALVES ON THE
 DA0494'PIPE LINE, 0.3 MILE EAST OF A WASH, 41 FEET SOUTH OF THE CENTER LINE
 DA0494'OF THE ROAD, 125 FEET SOUTHEAST OF PIPE LINE MILEPOST NUMBER 60, 1.4
 DA0494'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DA0494'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0264 ***********************************************************************
 DA0264  DESIGNATION -  Y 337
 DA0264  PID         -  DA0264
 DA0264  STATE/COUNTY-  AZ/PIMA
 DA0264  USGS QUAD   -  PISINIMO (1990)
 DA0264
 DA0264                         *CURRENT SURVEY CONTROL
 DA0264  ___________________________________________________________________
 DA0264* NAD 83(1986)-  32 03 22.     (N)    112 17 55.     (W)     SCALED    
 DA0264* NAVD 88     -       599.88   (+/-2cm)    1968.1    (feet)  VERTCON   
 DA0264  ___________________________________________________________________
 DA0264  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DA0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0264
 DA0264.The horizontal coordinates were scaled from a topographic map and have
 DA0264.an estimated accuracy of +/- 6 seconds.
 DA0264
 DA0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0264.The vertical order pertains to the NGVD 29 superseded value.
 DA0264
 DA0264.The geoid height was determined by GEOID03.
 DA0264
 DA0264;                    North         East    Units  Estimated Accuracy
 DA0264;SPC AZ C     -   117,150.      177,290.      MT  (+/- 180 meters Scaled)
 DA0264
 DA0264                          SUPERSEDED SURVEY CONTROL
 DA0264
 DA0264  NGVD 29 (??/??/92)  599.194  (m)         1965.86   (f) ADJ UNCH    2 0
 DA0264
 DA0264.Superseded values are not recommended for survey control.
 DA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0264.See file dsdata.txt to determine how the superseded data were derived.
 DA0264
 DA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA774473(NAD 83)
 DA0264_MARKER: DB = BENCH MARK DISK
 DA0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0264_STAMPING: Y 337 1961
 DA0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0264+STABILITY: SURFACE MOTION
 DA0264
 DA0264  HISTORY     - Date     Condition        Report By
 DA0264  HISTORY     - 1961     MONUMENTED       CGS
 DA0264
 DA0264                          STATION DESCRIPTION
 DA0264
 DA0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0264'2.3 MI N FROM PISINIMO.
 DA0264'ABOUT 0.35 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH
 DA0264'AT PISINIMO, AN INDIAN VILLAGE.  THENCE 1.95 MILES NORTH ALONG A
 DA0264'GRAVELED ROAD.  86 FEET WEST OF THE CENTER LINE OF THE ROAD, 14 FEET
 DA0264'SOUTH OF A TELEPHONE POLE, 1.6 FEET WEST OF A METAL WITNESS POST,
 DA0264'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DA0264'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0117 ***********************************************************************
 CH0117  DESIGNATION -  Y 338
 CH0117  PID         -  CH0117
 CH0117  STATE/COUNTY-  AZ/PIMA
 CH0117  USGS QUAD   -  PIA OIK (1988)
 CH0117
 CH0117                         *CURRENT SURVEY CONTROL
 CH0117  ___________________________________________________________________
 CH0117* NAD 83(1986)-  31 52 30.     (N)    112 33 45.     (W)     SCALED    
 CH0117* NAVD 88     -       570.49   (+/-2cm)    1871.7    (feet)  VERTCON   
 CH0117  ___________________________________________________________________
 CH0117  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 CH0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0117
 CH0117.The horizontal coordinates were scaled from a topographic map and have
 CH0117.an estimated accuracy of +/- 6 seconds.
 CH0117
 CH0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0117.The vertical order pertains to the NGVD 29 superseded value.
 CH0117
 CH0117.The geoid height was determined by GEOID03.
 CH0117
 CH0117;                    North         East    Units  Estimated Accuracy
 CH0117;SPC AZ C     -    97,190.      152,260.      MT  (+/- 180 meters Scaled)
 CH0117
 CH0117                          SUPERSEDED SURVEY CONTROL
 CH0117
 CH0117  NGVD 29 (??/??/92)  569.767  (m)         1869.31   (f) ADJ UNCH    2 0
 CH0117
 CH0117.Superseded values are not recommended for survey control.
 CH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0117.See file dsdata.txt to determine how the superseded data were derived.
 CH0117
 CH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA522276(NAD 83)
 CH0117_MARKER: DB = BENCH MARK DISK
 CH0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0117_STAMPING: Y 338 1961
 CH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0117+STABILITY: SURFACE MOTION
 CH0117
 CH0117  HISTORY     - Date     Condition        Report By
 CH0117  HISTORY     - 1961     MONUMENTED       CGS
 CH0117
 CH0117                          STATION DESCRIPTION
 CH0117
 CH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0117'4.6 MI N FROM MENAGERS.
 CH0117'ABOUT 4.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0117'WINDMILL AT MENAGERS, AN INDIAN VILLAGE.  2.3 MILES SOUTH OF A ROAD
 CH0117'JUNCTION, 75 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET EAST
 CH0117'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 CH0117'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0037 ***********************************************************************
 CH0037  DESIGNATION -  Y 339
 CH0037  PID         -  CH0037
 CH0037  STATE/COUNTY-  AZ/PIMA
 CH0037  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0037
 CH0037                         *CURRENT SURVEY CONTROL
 CH0037  ___________________________________________________________________
 CH0037* NAD 83(1986)-  31 42 08.     (N)    112 03 40.     (W)     SCALED    
 CH0037* NAVD 88     -       683.48   (+/-2cm)    2242.4    (feet)  VERTCON   
 CH0037  ___________________________________________________________________
 CH0037  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CH0037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0037
 CH0037.The horizontal coordinates were scaled from a topographic map and have
 CH0037.an estimated accuracy of +/- 6 seconds.
 CH0037
 CH0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0037.The vertical order pertains to the NGVD 29 superseded value.
 CH0037
 CH0037.The geoid height was determined by GEOID03.
 CH0037
 CH0037;                    North         East    Units  Estimated Accuracy
 CH0037;SPC AZ C     -    77,860.      199,670.      MT  (+/- 180 meters Scaled)
 CH0037
 CH0037                          SUPERSEDED SURVEY CONTROL
 CH0037
 CH0037  NGVD 29 (??/??/92)  682.767  (m)         2240.04   (f) ADJ UNCH    2 0
 CH0037
 CH0037.Superseded values are not recommended for survey control.
 CH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0037.See file dsdata.txt to determine how the superseded data were derived.
 CH0037
 CH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA994079(NAD 83)
 CH0037_MARKER: DB = BENCH MARK DISK
 CH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0037_STAMPING: Y 339 1961
 CH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0037+STABILITY: SURFACE MOTION
 CH0037
 CH0037  HISTORY     - Date     Condition        Report By
 CH0037  HISTORY     - 1961     MONUMENTED       CGS
 CH0037
 CH0037                          STATION DESCRIPTION
 CH0037
 CH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0037'13.4 MI W FROM VAMORI.
 CH0037'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CH0037'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CH0037'THENCE 9.8 MILES SOUTHWEST ALONG A DIRT ROAD.  THENCE 3.0 MILES
 CH0037'NORTHWEST ALONG A TRAIL ROAD.  OR ABOUT 1.6 MILES SOUTH ALONG A DIM
 CH0037'TRAIL ROAD FROM A WELL AND LARGE STONE WATER TANK AT KOTS KUG, AN
 CH0037'INDIAN VILLAGE.  THENCE 1.25 MILES EAST ALONG A GRADED DIRT ROAD.
 CH0037'THENCE 10.7 MILES SOUTHEAST ALONG A TRAIL ROAD, 2.1 MILES SOUTHEAST OF
 CH0037'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0037'NUMBERED 69, 3.0 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0037'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 70, 3.8 MILES SOUTHEAST OF
 CH0037'A WINDMILL AND METAL WATER TANK, 0.3 MILE SOUTHEAST OF A WASH, 0.25
 CH0037'MILE NORTHWEST OF A FENCE CORNER, 0.15 MILE NORTHWEST OF SOME HEAVEY
 CH0037'MESQUITE BRUSH, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5
 CH0037'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CH0037'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CH0037'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0183 ***********************************************************************
 FP0183  DESIGNATION -  Y 34
 FP0183  PID         -  FP0183
 FP0183  STATE/COUNTY-  AZ/APACHE
 FP0183  USGS QUAD   -  WINDOW ROCK (1983)
 FP0183
 FP0183                         *CURRENT SURVEY CONTROL
 FP0183  ___________________________________________________________________
 FP0183* NAD 83(1986)-  35 39 32.     (N)    109 05 58.     (W)     SCALED    
 FP0183* NAVD 88     -      2087.931  (meters)    6850.15   (feet)  ADJUSTED  
 FP0183  ___________________________________________________________________
 FP0183  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 FP0183  DYNAMIC HT  -        2085.018 (meters)    6840.60  (feet)  COMP
 FP0183  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 FP0183
 FP0183  VERT ORDER  -  FIRST     CLASS II
 FP0183
 FP0183.The horizontal coordinates were scaled from a topographic map and have
 FP0183.an estimated accuracy of +/- 6 seconds.
 FP0183
 FP0183.The orthometric height was determined by differential leveling
 FP0183.and adjusted in June 1991.
 FP0183
 FP0183.The geoid height was determined by GEOID03.
 FP0183
 FP0183.The dynamic height is computed by dividing the NAVD 88
 FP0183.geopotential number by the normal gravity value computed on the
 FP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0183.degrees latitude (g = 980.6199 gals.).
 FP0183
 FP0183.The modeled gravity was interpolated from observed gravity values.
 FP0183
 FP0183;                    North         East    Units  Estimated Accuracy
 FP0183;SPC AZ E     -   517,190.      309,990.      MT  (+/- 180 meters Scaled)
 FP0183
 FP0183                          SUPERSEDED SURVEY CONTROL
 FP0183
 FP0183  NGVD 29 (??/??/92) 2086.953  (m)         6846.94   (f) ADJ UNCH    1 2
 FP0183
 FP0183.Superseded values are not recommended for survey control.
 FP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0183.See file dsdata.txt to determine how the superseded data were derived.
 FP0183
 FP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE720477(NAD 83)
 FP0183_MARKER: DB = BENCH MARK DISK
 FP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0183_STAMPING: 6846.945 Y 34 1933
 FP0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0183+STABILITY: SURFACE MOTION
 FP0183
 FP0183  HISTORY     - Date     Condition        Report By
 FP0183  HISTORY     - 1933     MONUMENTED       CGS
 FP0183  HISTORY     - 1934     GOOD             NGS
 FP0183  HISTORY     - 1970     MARK NOT FOUND   USGS
 FP0183  HISTORY     - 1978     MARK NOT FOUND   USGS
 FP0183
 FP0183                          STATION DESCRIPTION
 FP0183
 FP0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0183'27.7 MI SE FROM GANADO.
 FP0183'27.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO GALLUP FROM THE POST
 FP0183'OFFICE AT GANADO, APACHE COUNTY, 0.2 MILE NORTH OF THE JOE KUHN
 FP0183'TRADING POST, 90 FEET EAST OF A ROAD JUNCTION, 82 YARDS NORTHWEST OF A
 FP0183'GUYED POLE, AND 36 FEET NORTH OF THE CENTERLINE OF A TEMPORARY ROAD
 FP0183'LEADING EAST TO GALLUP.  A STANDARD DISK, STAMPED 6846.945 Y 34 1933
 FP0183'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 FP0183'GROUND.
 FP0183
 FP0183                          STATION RECOVERY (1970)
 FP0183
 FP0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0183'MARK NOT FOUND.
 FP0183
 FP0183                          STATION RECOVERY (1978)
 FP0183
 FP0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FP0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0184 ***********************************************************************
 FQ0184  DESIGNATION -  Y 340
 FQ0184  PID         -  FQ0184
 FQ0184  STATE/COUNTY-  AZ/COCONINO
 FQ0184  USGS QUAD   -  WINONA (1974)
 FQ0184
 FQ0184                         *CURRENT SURVEY CONTROL
 FQ0184  ___________________________________________________________________
 FQ0184* NAD 83(1986)-  35 12 08.     (N)    111 28 37.     (W)     SCALED    
 FQ0184* NAVD 88     -      1981.389  (meters)    6500.61   (feet)  ADJUSTED  
 FQ0184  ___________________________________________________________________
 FQ0184  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FQ0184  DYNAMIC HT  -        1978.579 (meters)    6491.39  (feet)  COMP
 FQ0184  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 FQ0184
 FQ0184  VERT ORDER  -  SECOND    CLASS 0
 FQ0184
 FQ0184.The horizontal coordinates were scaled from a topographic map and have
 FQ0184.an estimated accuracy of +/- 6 seconds.
 FQ0184
 FQ0184.The orthometric height was determined by differential leveling
 FQ0184.and adjusted in June 1991.
 FQ0184
 FQ0184.The geoid height was determined by GEOID03.
 FQ0184
 FQ0184.The dynamic height is computed by dividing the NAVD 88
 FQ0184.geopotential number by the normal gravity value computed on the
 FQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0184.degrees latitude (g = 980.6199 gals.).
 FQ0184
 FQ0184.The modeled gravity was interpolated from observed gravity values.
 FQ0184
 FQ0184;                    North         East    Units  Estimated Accuracy
 FQ0184;SPC AZ C     -   466,100.      253,400.      MT  (+/- 180 meters Scaled)
 FQ0184
 FQ0184                          SUPERSEDED SURVEY CONTROL
 FQ0184
 FQ0184  NGVD 29 (??/??/92) 1980.370  (m)         6497.26   (f) ADJ UNCH    2 0
 FQ0184
 FQ0184.Superseded values are not recommended for survey control.
 FQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0184.See file dsdata.txt to determine how the superseded data were derived.
 FQ0184
 FQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD565955(NAD 83)
 FQ0184_MARKER: DB = BENCH MARK DISK
 FQ0184_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0184_SP_SET: BEDROCK
 FQ0184_STAMPING: Y 340 1958
 FQ0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0184+STABILITY: POSITION/ELEVATION WELL
 FQ0184
 FQ0184  HISTORY     - Date     Condition        Report By
 FQ0184  HISTORY     - 1958     MONUMENTED       CGS
 FQ0184  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0184
 FQ0184                          STATION DESCRIPTION
 FQ0184
 FQ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0184'11.0 MI E FROM FLAGSTAFF.
 FQ0184'11.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0184'IN FLAGSTAFF, 0.4 MILE EAST OF MILEPOST NUMBER 226, ABOUT 90 FEET
 FQ0184'NORTH OF THE ROAD, 6 FEET NORTH OF A FENCE, 9 FEET NORTHWEST OF A
 FQ0184'WITNESS POST, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 FQ0184'THE GROUND.
 FQ0184
 FQ0184                          STATION RECOVERY (1983)
 FQ0184
 FQ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0769 ***********************************************************************
 CG0769  DESIGNATION -  Y 340
 CG0769  PID         -  CG0769
 CG0769  STATE/COUNTY-  AZ/PIMA
 CG0769  USGS QUAD   -  VAMORI (1979)
 CG0769
 CG0769                         *CURRENT SURVEY CONTROL
 CG0769  ___________________________________________________________________
 CG0769* NAD 83(1986)-  31 43 18.     (N)    111 54 30.     (W)     SCALED    
 CG0769* NAVD 88     -       685.69   (+/-2cm)    2249.6    (feet)  VERTCON   
 CG0769  ___________________________________________________________________
 CG0769  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CG0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0769
 CG0769.The horizontal coordinates were scaled from a topographic map and have
 CG0769.an estimated accuracy of +/- 6 seconds.
 CG0769
 CG0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0769.The vertical order pertains to the NGVD 29 superseded value.
 CG0769
 CG0769.The geoid height was determined by GEOID03.
 CG0769
 CG0769;                    North         East    Units  Estimated Accuracy
 CG0769;SPC AZ C     -    80,010.      214,150.      MT  (+/- 180 meters Scaled)
 CG0769
 CG0769                          SUPERSEDED SURVEY CONTROL
 CG0769
 CG0769  NGVD 29 (??/??/92)  684.975  (m)         2247.29   (f) ADJ UNCH    2 0
 CG0769
 CG0769.Superseded values are not recommended for survey control.
 CG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0769.See file dsdata.txt to determine how the superseded data were derived.
 CG0769
 CG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA139099(NAD 83)
 CG0769_MARKER: DB = BENCH MARK DISK
 CG0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0769_SP_SET: FOUNDATION
 CG0769_STAMPING: Y 340 1961
 CG0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0769
 CG0769  HISTORY     - Date     Condition        Report By
 CG0769  HISTORY     - 1961     MONUMENTED       CGS
 CG0769  HISTORY     - 1977     GOOD             USGS
 CG0769
 CG0769                          STATION DESCRIPTION
 CG0769
 CG0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0769'IN VAMORI.
 CG0769'AT VAMORI, 0.9 MILE NORTH-NORTHEAST OF A 4X4-INCH WHITE WOODEN
 CG0769'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 72, 14.7 FEET
 CG0769'EAST OF THE NORTHEAST LEG OF A WINDMILL, 22.4 FEET NORTH-NORTHWEST OF
 CG0769'THE NORTH-NORTHWEST EDGE OF THE SOUTHEAST WATER TANK, ABOUT 1 1/2 FEET
 CG0769'ABOVE THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A CONCRETE
 CG0769'FOUNDATION AT THE WINDMILL.
 CG0769
 CG0769                          STATION RECOVERY (1977)
 CG0769
 CG0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0769'DELETE MILES GENERAL NORTHEASTERLY FROM A 4X4-INCH WHITE WOODEN
 CG0769'REFERENCE POST WHICH PROJECTS 16 FT AND IS NUMBERED 72.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0203 ***********************************************************************
 FQ0203  DESIGNATION -  Y 341
 FQ0203  PID         -  FQ0203
 FQ0203  STATE/COUNTY-  AZ/COCONINO
 FQ0203  USGS QUAD   -  BABBITT WASH (1983)
 FQ0203
 FQ0203                         *CURRENT SURVEY CONTROL
 FQ0203  ___________________________________________________________________
 FQ0203* NAD 83(1986)-  35 08 43.     (N)    111 13 44.     (W)     SCALED    
 FQ0203* NAVD 88     -      1754.574  (meters)    5756.46   (feet)  ADJUSTED  
 FQ0203  ___________________________________________________________________
 FQ0203  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 FQ0203  DYNAMIC HT  -        1752.201 (meters)    5748.68  (feet)  COMP
 FQ0203  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 FQ0203
 FQ0203  VERT ORDER  -  SECOND    CLASS 0
 FQ0203
 FQ0203.The horizontal coordinates were scaled from a topographic map and have
 FQ0203.an estimated accuracy of +/- 6 seconds.
 FQ0203
 FQ0203.The orthometric height was determined by differential leveling
 FQ0203.and adjusted in June 1991.
 FQ0203
 FQ0203.The geoid height was determined by GEOID03.
 FQ0203
 FQ0203.The dynamic height is computed by dividing the NAVD 88
 FQ0203.geopotential number by the normal gravity value computed on the
 FQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0203.degrees latitude (g = 980.6199 gals.).
 FQ0203
 FQ0203.The modeled gravity was interpolated from observed gravity values.
 FQ0203
 FQ0203;                    North         East    Units  Estimated Accuracy
 FQ0203;SPC AZ C     -   459,910.      276,030.      MT  (+/- 180 meters Scaled)
 FQ0203
 FQ0203                          SUPERSEDED SURVEY CONTROL
 FQ0203
 FQ0203  NGVD 29 (??/??/92) 1753.682  (m)         5753.54   (f) ADJ UNCH    2 0
 FQ0203
 FQ0203.Superseded values are not recommended for survey control.
 FQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0203.See file dsdata.txt to determine how the superseded data were derived.
 FQ0203
 FQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD791891(NAD 83)
 FQ0203_MARKER: DB = BENCH MARK DISK
 FQ0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FQ0203_SP_SET: CULVERT
 FQ0203_STAMPING: Y 341 1958
 FQ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0203
 FQ0203  HISTORY     - Date     Condition        Report By
 FQ0203  HISTORY     - 1958     MONUMENTED       CGS
 FQ0203  HISTORY     - 1983     MARK NOT FOUND   NGS
 FQ0203
 FQ0203                          STATION DESCRIPTION
 FQ0203
 FQ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0203'26.0 MI E FROM FLAGSTAFF.
 FQ0203'26 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0203'IN FLAGSTAFF, 0.3 MILE EAST OF MILEPOST NUMBER 241, 68 FEET SOUTH OF
 FQ0203'THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF A
 FQ0203'CULVERT, CEMENTED IN A DRILL HOLE IN THE CONCRETE CULVERT.
 FQ0203
 FQ0203                          STATION RECOVERY (1983)
 FQ0203
 FQ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0057 ***********************************************************************
 CH0057  DESIGNATION -  Y 341
 CH0057  PID         -  CH0057
 CH0057  STATE/COUNTY-  AZ/PIMA
 CH0057  USGS QUAD   -  KUPK (1988)
 CH0057
 CH0057                         *CURRENT SURVEY CONTROL
 CH0057  ___________________________________________________________________
 CH0057* NAD 83(1986)-  31 54 14.     (N)    112 11 26.     (W)     SCALED    
 CH0057* NAVD 88     -       566.95   (+/-2cm)    1860.1    (feet)  VERTCON   
 CH0057  ___________________________________________________________________
 CH0057  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0057
 CH0057.The horizontal coordinates were scaled from a topographic map and have
 CH0057.an estimated accuracy of +/- 6 seconds.
 CH0057
 CH0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0057.The vertical order pertains to the NGVD 29 superseded value.
 CH0057
 CH0057.The geoid height was determined by GEOID03.
 CH0057
 CH0057;                    North         East    Units  Estimated Accuracy
 CH0057;SPC AZ C     -   100,240.      187,460.      MT  (+/- 180 meters Scaled)
 CH0057
 CH0057                          SUPERSEDED SURVEY CONTROL
 CH0057
 CH0057  NGVD 29 (??/??/92)  566.276  (m)         1857.86   (f) ADJ UNCH    2 0
 CH0057
 CH0057.Superseded values are not recommended for survey control.
 CH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0057.See file dsdata.txt to determine how the superseded data were derived.
 CH0057
 CH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA874304(NAD 83)
 CH0057_MARKER: DB = BENCH MARK DISK
 CH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0057_STAMPING: Y 341 1961
 CH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0057+STABILITY: SURFACE MOTION
 CH0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CH0057+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2002
 CH0057
 CH0057  HISTORY     - Date     Condition        Report By
 CH0057  HISTORY     - 1961     MONUMENTED       CGS
 CH0057  HISTORY     - 20020322 GOOD             INDIV
 CH0057
 CH0057                          STATION DESCRIPTION
 CH0057
 CH0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0057'2.0 MI E FROM KUPK.
 CH0057'ABOUT 2.0 MILES EAST ALONG A TRAIL ROAD FROM THE STUCCO CHURCH AT
 CH0057'KUPK, AN INDIAN VILLAGE.  OR ABOUT 3.05 MILES WEST ALONG A TRAIL ROAD
 CH0057'FROM THE STUCCO CHURCH AT CHUWUT MURK, AN INIDNA VILLAGE.  0.15 MILE
 CH0057'EAST OF THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING SOUTH,
 CH0057'0.1 MILE EAST OF A WASH, 25 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 CH0057'ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 CH0057'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CH0057'PROJECTING 8 INCHES.  NOTE-- THIS MARK IS 2.4 MILES GENERAL WESTERLY
 CH0057'DIRECTION FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS
 CH0057'16 FEET AND IS NUMBERED 63.
 CH0057
 CH0057                          STATION RECOVERY (2002)
 CH0057
 CH0057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BS)
 CH0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0915 ***********************************************************************
 DA0915  DESIGNATION -  Y 342
 DA0915  PID         -  DA0915
 DA0915  STATE/COUNTY-  AZ/PIMA
 DA0915  USGS QUAD   -  AGUA DULCE MTS (1990)
 DA0915
 DA0915                         *CURRENT SURVEY CONTROL
 DA0915  ___________________________________________________________________
 DA0915* NAD 83(1986)-  32 06 22.     (N)    113 08 51.     (W)     SCALED    
 DA0915* NAVD 88     -       322.73   (+/-2cm)    1058.8    (feet)  VERTCON   
 DA0915  ___________________________________________________________________
 DA0915  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DA0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0915
 DA0915.The horizontal coordinates were scaled from a topographic map and have
 DA0915.an estimated accuracy of +/- 6 seconds.
 DA0915
 DA0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0915.The vertical order pertains to the NGVD 29 superseded value.
 DA0915
 DA0915.The geoid height was determined by GEOID03.
 DA0915
 DA0915;                    North         East    Units  Estimated Accuracy
 DA0915;SPC AZ C     -   123,300.       97,200.      MT  (+/- 180 meters Scaled)
 DA0915
 DA0915                          SUPERSEDED SURVEY CONTROL
 DA0915
 DA0915  NGVD 29 (??/??/92)  322.038  (m)         1056.55   (f) ADJ UNCH    2 0
 DA0915
 DA0915.Superseded values are not recommended for survey control.
 DA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0915.See file dsdata.txt to determine how the superseded data were derived.
 DA0915
 DA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA973542(NAD 83)
 DA0915_MARKER: DB = BENCH MARK DISK
 DA0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0915_STAMPING: Y 342 1961
 DA0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0915+STABILITY: SURFACE MOTION
 DA0915
 DA0915  HISTORY     - Date     Condition        Report By
 DA0915  HISTORY     - 1961     MONUMENTED       CGS
 DA0915  HISTORY     - 1962     GOOD             NGS
 DA0915
 DA0915                          STATION DESCRIPTION
 DA0915
 DA0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0915'32.75 MI SW FROM AJO.
 DA0915'ABOUT 0.15 MILE SOUTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0915'RAILROAD FROM THE STATION AT AJO.  THENCE 2.4 MILES SOUTHEAST ALONG
 DA0915'STATE HIGHWAY 85.  THENCE 1.9 MILES SOUTHWEST ALONG AN OILED ROAD.
 DA0915'THENCE 15.1 MILES SOUTHWEST AND SOUTH ALONG A GRADED DIRT ROAD TO
 DA0915'BATES WELL AND HENRY GRAYS RANCH HOUSE.  THENCE 13.2 MILES SOUTHWEST
 DA0915'ALONG A TRAIL ROAD, 1.2 MILES NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0915'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 52, 26 FEET
 DA0915'NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 1.5 FEET NORTHWEST OF
 DA0915'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRAIL ROAD,
 DA0915'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0257 ***********************************************************************
 ET0257  DESIGNATION -  Y 342
 ET0257  PID         -  ET0257
 ET0257  STATE/COUNTY-  AZ/YAVAPAI
 ET0257  USGS QUAD   -  BUMBLE BEE (1969)
 ET0257
 ET0257                         *CURRENT SURVEY CONTROL
 ET0257  ___________________________________________________________________
 ET0257* NAD 83(1986)-  34 09 00.     (N)    112 08 58.     (W)     SCALED    
 ET0257* NAVD 88     -       874.33   (+/-2cm)    2868.5    (feet)  VERTCON   
 ET0257  ___________________________________________________________________
 ET0257  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 ET0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0257
 ET0257.The horizontal coordinates were scaled from a topographic map and have
 ET0257.an estimated accuracy of +/- 6 seconds.
 ET0257
 ET0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0257.The vertical order pertains to the NGVD 29 superseded value.
 ET0257
 ET0257.The geoid height was determined by GEOID03.
 ET0257
 ET0257;                    North         East    Units  Estimated Accuracy
 ET0257;SPC AZ C     -   349,320.      191,900.      MT  (+/- 180 meters Scaled)
 ET0257
 ET0257                          SUPERSEDED SURVEY CONTROL
 ET0257
 ET0257  NGVD 29 (??/??/92)  873.690  (m)         2866.43   (f) ADJ UNCH    2 0
 ET0257
 ET0257.Superseded values are not recommended for survey control.
 ET0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0257.See file dsdata.txt to determine how the superseded data were derived.
 ET0257
 ET0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC940793(NAD 83)
 ET0257_MARKER: DB = BENCH MARK DISK
 ET0257_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ET0257_SP_SET: UNSPECIFIED ROCK
 ET0257_STAMPING: Y 342 1958
 ET0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0257
 ET0257  HISTORY     - Date     Condition        Report By
 ET0257  HISTORY     - 1958     MONUMENTED       CGS
 ET0257  HISTORY     - 1959     GOOD             NGS
 ET0257  HISTORY     - 20081013 GOOD             GEOCAC
 ET0257
 ET0257                          STATION DESCRIPTION
 ET0257
 ET0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ET0257'6.25 MI N FROM BLACK CANYON.
 ET0257'6.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0257'CANYON, 0.3 MILE NORTH OF MILEPOST NUMBER 249, 143 FEET WEST OF THE
 ET0257'CENTER OF THE ROAD, 40 FEET WEST OF THE FENCE, 4 FEET NORTH OF THE
 ET0257'WITNESS POST, CEMENTED IN A DRILL HOLE IN A ROCK THAT IS 1 BY 6 FEET
 ET0257'AND PROJECTS 1 FOOT.
 ET0257
 ET0257                          STATION RECOVERY (2008)
 ET0257
 ET0257'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0257'RECOVERED IN GOOD CONDITION.  MARK IS LOCATED NW OF THE START OF THE
 ET0257'EXIT RAMP FOR BUMBLE BEE
 ET0257'OFF OF SOUTHBOUND I-17.  WITNESS POST IS INTACT.  HANDHELD GPSR
 ET0257'INDICATED COORDINATES OF N 34
 ET0257'09.016' W 112 08.966'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0678 ***********************************************************************
 DV0678  DESIGNATION -  Y 343
 DV0678  PID         -  DV0678
 DV0678  STATE/COUNTY-  AZ/MARICOPA
 DV0678  USGS QUAD   -  PHOENIX (1982)
 DV0678
 DV0678                         *CURRENT SURVEY CONTROL
 DV0678  ___________________________________________________________________
 DV0678* NAD 83(1986)-  33 26 41.     (N)    112 06 32.     (W)     SCALED    
 DV0678* NAVD 88     -       325.663  (meters)    1068.45   (feet)  ADJUSTED  
 DV0678  ___________________________________________________________________
 DV0678  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0678  DYNAMIC HT  -         325.286 (meters)    1067.21  (feet)  COMP
 DV0678  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 DV0678
 DV0678  VERT ORDER  -  SECOND    CLASS 0
 DV0678
 DV0678.The horizontal coordinates were scaled from a topographic map and have
 DV0678.an estimated accuracy of +/- 6 seconds.
 DV0678
 DV0678.The orthometric height was determined by differential leveling
 DV0678.and adjusted in November 1993.
 DV0678
 DV0678.The geoid height was determined by GEOID03.
 DV0678
 DV0678.The dynamic height is computed by dividing the NAVD 88
 DV0678.geopotential number by the normal gravity value computed on the
 DV0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0678.degrees latitude (g = 980.6199 gals.).
 DV0678
 DV0678.The modeled gravity was interpolated from observed gravity values.
 DV0678
 DV0678;                    North         East    Units  Estimated Accuracy
 DV0678;SPC AZ C     -   271,090.      195,490.      MT  (+/- 180 meters Scaled)
 DV0678
 DV0678                          SUPERSEDED SURVEY CONTROL
 DV0678
 DV0678  NGVD 29 (??/??/92)  325.112  (m)         1066.64   (f) ADJ UNCH    2 0
 DV0678
 DV0678.Superseded values are not recommended for survey control.
 DV0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0678.See file dsdata.txt to determine how the superseded data were derived.
 DV0678
 DV0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC969011(NAD 83)
 DV0678_MARKER: DB = BENCH MARK DISK
 DV0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0678_SP_SET: STEP
 DV0678_STAMPING: Y 343 1959
 DV0678_MARK LOGO: CGS   
 DV0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0678
 DV0678  HISTORY     - Date     Condition        Report By
 DV0678  HISTORY     - 1959     MONUMENTED       CGS
 DV0678  HISTORY     - 1981     GOOD             AZDT
 DV0678
 DV0678                          STATION DESCRIPTION
 DV0678
 DV0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DV0678'IN PHOENIX.
 DV0678'2.35 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE INTERSECTION OF GRAND
 DV0678'AVENUE AND STATE HIGHWAY 69 IN PHOENIX, 0.05 MILE SOUTH OF W. JACKSON
 DV0678'ST. 56.4 FEET WEST OF THE CENTER OF 23RD AVENUE, 9.8 FEET NORTHEAST OF
 DV0678'THE MAIN ENTRANCE OF THE DEL E. WEBB CONSTRUCTION CO. BUILDING,
 DV0678'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE STEP.
 DV0678
 DV0678                          STATION RECOVERY (1981)
 DV0678
 DV0678'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981
 DV0678'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PHOENIX,
 DV0678'1.6 MI (2.60 KM) NORTH ALONG INTERSTATE 17 FROM THE INTERSECTION OF
 DV0678'19TH AVENUE TO ADUSE STREET, THENCE WEST TO 23RD AVENUE, THENCE 0.3 MI
 DV0678'(0.48 KM) SOUTH TO STATION LOCATED ON SIDEWALK LEADING TO FRONT OF
 DV0678'BOISE CASCADE PRODUCTS, 3.6 FT (1.09 METERS) EAST OF BUILDING AND 40.5
 DV0678'FT (12.27 METERS) WEST OF 23RD STREET CENTERLINE, A STANDARD CGS BRASS
 DV0678'CAP SET IN CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1009 ***********************************************************************
 DA1009  DESIGNATION -  Y 344
 DA1009  PID         -  DA1009
 DA1009  STATE/COUNTY-  AZ/YUMA
 DA1009  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1009
 DA1009                         *CURRENT SURVEY CONTROL
 DA1009  ___________________________________________________________________
 DA1009* NAD 83(1986)-  32 06 43.     (N)    113 33 55.     (W)     SCALED    
 DA1009* NAVD 88     -       238.41   (+/-2cm)     782.2    (feet)  VERTCON   
 DA1009  ___________________________________________________________________
 DA1009  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DA1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1009
 DA1009.The horizontal coordinates were scaled from a topographic map and have
 DA1009.an estimated accuracy of +/- 6 seconds.
 DA1009
 DA1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1009.The vertical order pertains to the NGVD 29 superseded value.
 DA1009
 DA1009.The geoid height was determined by GEOID03.
 DA1009
 DA1009;                    North         East    Units  Estimated Accuracy
 DA1009;SPC AZ W     -   123,300.      230,790.      MT  (+/- 180 meters Scaled)
 DA1009
 DA1009                          SUPERSEDED SURVEY CONTROL
 DA1009
 DA1009  NGVD 29 (??/??/92)  237.725  (m)          779.94   (f) ADJ UNCH    2 0
 DA1009
 DA1009.Superseded values are not recommended for survey control.
 DA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1009.See file dsdata.txt to determine how the superseded data were derived.
 DA1009
 DA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA579557(NAD 83)
 DA1009_MARKER: DB = BENCH MARK DISK
 DA1009_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1009_SP_SET: 8 FT
 DA1009_STAMPING: Y 344 1961
 DA1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1009
 DA1009  HISTORY     - Date     Condition        Report By
 DA1009  HISTORY     - 1961     MONUMENTED       CGS
 DA1009  HISTORY     - 1962     GOOD             NGS
 DA1009  HISTORY     - 1962     GOOD             NGS
 DA1009
 DA1009                          STATION DESCRIPTION
 DA1009
 DA1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1009'14.7 MI SE FROM TULE WELL.
 DA1009'ABOUT 14.7 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1009'COMMISSION SHELTER AT TULE WELL.  2.5 MILES SOUTHEAST OF A 4X4-INCH
 DA1009'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1009'82 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF THE FOOT
 DA1009'OF A ROCKY HILL, 1 1/2 FEET NORTH OF THE UNITED STATES-MEXICO BORDER
 DA1009'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 DA1009'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 DA1009'IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 DA1009'PROJECTS 8 INCHES.
 DA1009
 DA1009                          STATION RECOVERY (1962)
 DA1009
 DA1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DA1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0325 ***********************************************************************
 FQ0325  DESIGNATION -  Y 344
 FQ0325  PID         -  FQ0325
 FQ0325  STATE/COUNTY-  AZ/COCONINO
 FQ0325  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0325
 FQ0325                         *CURRENT SURVEY CONTROL
 FQ0325  ___________________________________________________________________
 FQ0325* NAD 83(1986)-  35 09 53.     (N)    111 40 24.     (W)     SCALED    
 FQ0325* NAVD 88     -      2101.232  (meters)    6893.79   (feet)  ADJUSTED  
 FQ0325  ___________________________________________________________________
 FQ0325  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0325  DYNAMIC HT  -        2098.234 (meters)    6883.96  (feet)  COMP
 FQ0325  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 FQ0325
 FQ0325  VERT ORDER  -  FIRST     CLASS II
 FQ0325
 FQ0325.The horizontal coordinates were scaled from a topographic map and have
 FQ0325.an estimated accuracy of +/- 6 seconds.
 FQ0325
 FQ0325.The orthometric height was determined by differential leveling
 FQ0325.and adjusted in June 1991.
 FQ0325
 FQ0325.The geoid height was determined by GEOID03.
 FQ0325
 FQ0325.The dynamic height is computed by dividing the NAVD 88
 FQ0325.geopotential number by the normal gravity value computed on the
 FQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0325.degrees latitude (g = 980.6199 gals.).
 FQ0325
 FQ0325.The modeled gravity was interpolated from observed gravity values.
 FQ0325
 FQ0325;                    North         East    Units  Estimated Accuracy
 FQ0325;SPC AZ C     -   461,870.      235,530.      MT  (+/- 180 meters Scaled)
 FQ0325
 FQ0325                          SUPERSEDED SURVEY CONTROL
 FQ0325
 FQ0325  NGVD 29 (??/??/92) 2100.194  (m)         6890.39   (f) ADJ UNCH    1 2
 FQ0325
 FQ0325.Superseded values are not recommended for survey control.
 FQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0325.See file dsdata.txt to determine how the superseded data were derived.
 FQ0325
 FQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD386915(NAD 83)
 FQ0325_MARKER: DB = BENCH MARK DISK
 FQ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0325_STAMPING: Y 344 1959
 FQ0325_MARK LOGO: CGS   
 FQ0325_PROJECTION: PROJECTING 15 CENTIMETERS
 FQ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0325+STABILITY: SURFACE MOTION
 FQ0325
 FQ0325  HISTORY     - Date     Condition        Report By
 FQ0325  HISTORY     - 1959     MONUMENTED       CGS
 FQ0325  HISTORY     - 1982     GOOD             NGS
 FQ0325  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FQ0325  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0325
 FQ0325                          STATION DESCRIPTION
 FQ0325
 FQ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0325'2.0 MI SW FROM FLAGSTAFF.
 FQ0325'0.7 MILE SOUTH AND WEST ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0325'STATION AT FLAGSTAFF, THENCE 2.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0325'42.6 FEET EAST OF RAILROAD MILEPOST NUMBER 2, 19 FEET SOUTHWEST OF THE
 FQ0325'RAILROAD TRACK, 4.5 FEET SOUTH OF TELEPHONE POLE 72, 4.6 FEET SOUTH OF
 FQ0325'THE WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST THAT
 FQ0325'PROJECTS 4 INCHES.
 FQ0325
 FQ0325                          STATION RECOVERY (1982)
 FQ0325
 FQ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0325'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0325'1.1 KM (0.7 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0325'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE Y
 FQ0325'JUNCTION OF PALMER AVENUE LEADING SOUTHWEST, 0.2 KM (0.1 MI) SOUTHWEST
 FQ0325'OF MILEPOST 401, 15.9 METERS (52.0 FT) NORTHWEST OF THE PALMER AVENUE
 FQ0325'CENTERLINE, 7.2 METERS (23.7 FT) NORTHWEST OF THE RIGHT OF WAY FENCE,
 FQ0325'6.7 METERS (22.0 FT) SOUTHEAST OF THE OLD RAILROAD GRADE, 1.4 METERS
 FQ0325'(4.5 FT) SOUTHWEST OF TELEPHONE POLE NUMBER 72.
 FQ0325'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 FQ0325'THE MARK IS 1.3 M BELOW PALMER AVENUE.
 FQ0325
 FQ0325                          STATION RECOVERY (2005)
 FQ0325
 FQ0325'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0325'MARK NOT FOUND.  NO POLE 72.
 FQ0325
 FQ0325                          STATION RECOVERY (2007)
 FQ0325
 FQ0325'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0325'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 FQ0325'THE DESCRIPTION - THE MARK IS 1.7 FEET SOUTH OF A WITNESS POST AND
 FQ0325'19.0 FEET NORTH OF POWER POLE NTP 2679. HANDHELD COORDINATES
 FQ0325'35 09 56.0 (N)   111 40 20.9 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0866 ***********************************************************************
 DA0866  DESIGNATION -  Y 345
 DA0866  PID         -  DA0866
 DA0866  STATE/COUNTY-  AZ/PIMA
 DA0866  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0866
 DA0866                         *CURRENT SURVEY CONTROL
 DA0866  ___________________________________________________________________
 DA0866* NAD 83(1986)-  32 25 03.     (N)    113 12 08.     (W)     SCALED    
 DA0866* NAVD 88     -       222.54   (+/-2cm)     730.1    (feet)  VERTCON   
 DA0866  ___________________________________________________________________
 DA0866  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DA0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0866
 DA0866.The horizontal coordinates were scaled from a topographic map and have
 DA0866.an estimated accuracy of +/- 6 seconds.
 DA0866
 DA0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0866.The vertical order pertains to the NGVD 29 superseded value.
 DA0866
 DA0866.The geoid height was determined by GEOID03.
 DA0866
 DA0866;                    North         East    Units  Estimated Accuracy
 DA0866;SPC AZ C     -   157,890.       92,450.      MT  (+/- 180 meters Scaled)
 DA0866
 DA0866                          SUPERSEDED SURVEY CONTROL
 DA0866
 DA0866  NGVD 29 (??/??/92)  221.894  (m)          728.00   (f) ADJ UNCH    2 0
 DA0866
 DA0866.Superseded values are not recommended for survey control.
 DA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0866.See file dsdata.txt to determine how the superseded data were derived.
 DA0866
 DA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA929888(NAD 83)
 DA0866_MARKER: DB = BENCH MARK DISK
 DA0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0866_STAMPING: Y 345 1961
 DA0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0866+STABILITY: SURFACE MOTION
 DA0866
 DA0866  HISTORY     - Date     Condition        Report By
 DA0866  HISTORY     - 1961     MONUMENTED       CGS
 DA0866  HISTORY     - 1962     GOOD             NGS
 DA0866
 DA0866                          STATION DESCRIPTION
 DA0866
 DA0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0866'7.65 MI S FROM TONY TANK.
 DA0866'ABOUT 7.65 MILES SOUTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0866'TONY TANK, 0.6 MILE NORTH-NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0866'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 44, AT THE FISH
 DA0866'AND GAME COMMISSION SIGN MARKING THE NORTH BOUNDARY OF THE GAME
 DA0866'REFUGE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8.8 FEET
 DA0866'WEST OF THE WEST POST OF A FISH AND WILDLIFE SERVICE SIGN, 1.7 FEET
 DA0866'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DA0866'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0619 ***********************************************************************
 ES0619  DESIGNATION -  Y 345
 ES0619  PID         -  ES0619
 ES0619  STATE/COUNTY-  AZ/NAVAJO
 ES0619  USGS QUAD   -  HIBBARD (1970)
 ES0619
 ES0619                         *CURRENT SURVEY CONTROL
 ES0619  ___________________________________________________________________
 ES0619* NAD 83(1986)-  34 59 49.     (N)    110 35 25.     (W)     SCALED    
 ES0619* NAVD 88     -      1491.010  (meters)    4891.76   (feet)  ADJUSTED  
 ES0619  ___________________________________________________________________
 ES0619  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ES0619  DYNAMIC HT  -        1489.028 (meters)    4885.25  (feet)  COMP
 ES0619  MODELED GRAV-     979,253.3   (mgal)                       NAVD 88
 ES0619
 ES0619  VERT ORDER  -  FIRST     CLASS II
 ES0619
 ES0619.The horizontal coordinates were scaled from a topographic map and have
 ES0619.an estimated accuracy of +/- 6 seconds.
 ES0619
 ES0619.The orthometric height was determined by differential leveling
 ES0619.and adjusted in June 1991.
 ES0619
 ES0619.The geoid height was determined by GEOID03.
 ES0619
 ES0619.The dynamic height is computed by dividing the NAVD 88
 ES0619.geopotential number by the normal gravity value computed on the
 ES0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0619.degrees latitude (g = 980.6199 gals.).
 ES0619
 ES0619.The modeled gravity was interpolated from observed gravity values.
 ES0619
 ES0619;                    North         East    Units  Estimated Accuracy
 ES0619;SPC AZ E     -   443,320.      174,690.      MT  (+/- 180 meters Scaled)
 ES0619
 ES0619                          SUPERSEDED SURVEY CONTROL
 ES0619
 ES0619.No superseded survey control is available for this station.
 ES0619
 ES0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD373727(NAD 83)
 ES0619_MARKER: DB = BENCH MARK DISK
 ES0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0619_STAMPING: Y 345 1959
 ES0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0619+STABILITY: SURFACE MOTION
 ES0619
 ES0619  HISTORY     - Date     Condition        Report By
 ES0619  HISTORY     - 1959     MONUMENTED       CGS
 ES0619  HISTORY     - 1983     GOOD             NGS
 ES0619
 ES0619                          STATION DESCRIPTION
 ES0619
 ES0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0619'6.95 MI E FROM WINSLOW.
 ES0619'6.95 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0619'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0619'POST OFFICE AT WINSLOW, NAVAJO COUNTY, SET IN A 12-INCH SQUARE
 ES0619'CONCRETE POST 94 FEET SOUTH OF EASTBOUND LANE, 43 FEET WEST OF A GATE,
 ES0619'2 FEET WEST OF A WITNESS SIGN, 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE,
 ES0619'AND PROJECTING 4 INCHES.
 ES0619
 ES0619                          STATION RECOVERY (1983)
 ES0619
 ES0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0022 ***********************************************************************
 DB0022  DESIGNATION -  Y 346
 DB0022  PID         -  DB0022
 DB0022  STATE/COUNTY-  AZ/YUMA
 DB0022  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0022
 DB0022                         *CURRENT SURVEY CONTROL
 DB0022  ___________________________________________________________________
 DB0022* NAD 83(1986)-  32 18 13.     (N)    114 01 26.     (W)     SCALED    
 DB0022* NAVD 88     -       350.13   (+/-2cm)    1148.7    (feet)  VERTCON   
 DB0022  ___________________________________________________________________
 DB0022  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DB0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0022
 DB0022.The horizontal coordinates were scaled from a topographic map and have
 DB0022.an estimated accuracy of +/- 6 seconds.
 DB0022
 DB0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0022.The vertical order pertains to the NGVD 29 superseded value.
 DB0022
 DB0022.The geoid height was determined by GEOID03.
 DB0022
 DB0022;                    North         East    Units  Estimated Accuracy
 DB0022;SPC AZ W     -   144,570.      187,570.      MT  (+/- 180 meters Scaled)
 DB0022
 DB0022                          SUPERSEDED SURVEY CONTROL
 DB0022
 DB0022  NGVD 29 (??/??/??)  349.443  (m)         1146.46   (f) ADJUSTED    2 0
 DB0022
 DB0022.Superseded values are not recommended for survey control.
 DB0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0022.See file dsdata.txt to determine how the superseded data were derived.
 DB0022
 DB0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR802779(NAD 83)
 DB0022_MARKER: DB = BENCH MARK DISK
 DB0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0022_STAMPING: Y 346 1961
 DB0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0022+STABILITY: SURFACE MOTION
 DB0022
 DB0022  HISTORY     - Date     Condition        Report By
 DB0022  HISTORY     - 1961     MONUMENTED       CGS
 DB0022  HISTORY     - 1962     GOOD             NGS
 DB0022
 DB0022                          STATION DESCRIPTION
 DB0022
 DB0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0022'18.2 MI W FROM TULE WELL.
 DB0022'ABOUT 18.2 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0022'GAME COMMISSION SHELTER AT TULE WELL, 2.1 MILES GENERAL
 DB0022'SOUTHEASTERLY DIRECTION FROM A 4 X 4-INCH WHITE WOODEN REFERENCE
 DB0022'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 15, 1.8 MILES WEST
 DB0022'OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16
 DB0022'FEET AND IS NUMBERED 16, IN THE CENTER OF AN EXPOSED AREA, 87
 DB0022'FEET SOUTH OF A LONE IRONWOOD TREE, 25 FEET NORTH OF THE CENTER
 DB0022'LINE OF THE TRAIL ROAD, 1.5 FEET EAST OF A METAL WITNESS POST,
 DB0022'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DB0022'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0287 ***********************************************************************
 FP0287  DESIGNATION -  Y 346
 FP0287  PID         -  FP0287
 FP0287  STATE/COUNTY-  AZ/APACHE
 FP0287  USGS QUAD   -  PINTA (1972)
 FP0287
 FP0287                         *CURRENT SURVEY CONTROL
 FP0287  ___________________________________________________________________
 FP0287* NAD 83(1986)-  35 06 01.     (N)    109 38 12.     (W)     SCALED    
 FP0287* NAVD 88     -      1721.922  (meters)    5649.34   (feet)  ADJUSTED  
 FP0287  ___________________________________________________________________
 FP0287  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FP0287  DYNAMIC HT  -        1719.524 (meters)    5641.47  (feet)  COMP
 FP0287  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 FP0287
 FP0287  VERT ORDER  -  SECOND    CLASS 0
 FP0287
 FP0287.The horizontal coordinates were scaled from a topographic map and have
 FP0287.an estimated accuracy of +/- 6 seconds.
 FP0287
 FP0287.The orthometric height was determined by differential leveling
 FP0287.and adjusted in June 1991.
 FP0287
 FP0287.The geoid height was determined by GEOID03.
 FP0287
 FP0287.The dynamic height is computed by dividing the NAVD 88
 FP0287.geopotential number by the normal gravity value computed on the
 FP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0287.degrees latitude (g = 980.6199 gals.).
 FP0287
 FP0287.The modeled gravity was interpolated from observed gravity values.
 FP0287
 FP0287;                    North         East    Units  Estimated Accuracy
 FP0287;SPC AZ E     -   454,830.      261,680.      MT  (+/- 180 meters Scaled)
 FP0287
 FP0287                          SUPERSEDED SURVEY CONTROL
 FP0287
 FP0287  NGVD 29 (??/??/92) 1721.014  (m)         5646.36   (f) ADJ UNCH    2 0
 FP0287
 FP0287.Superseded values are not recommended for survey control.
 FP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0287.See file dsdata.txt to determine how the superseded data were derived.
 FP0287
 FP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD242850(NAD 83)
 FP0287_MARKER: DB = BENCH MARK DISK
 FP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0287_STAMPING: Y 346 1959
 FP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0287+STABILITY: SURFACE MOTION
 FP0287
 FP0287  HISTORY     - Date     Condition        Report By
 FP0287  HISTORY     - 1959     MONUMENTED       CGS
 FP0287  HISTORY     - 1972     GOOD             USGS
 FP0287  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0287
 FP0287                          STATION DESCRIPTION
 FP0287
 FP0287'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0287'5.7 MI W FROM NAVAJO.
 FP0287'FROM NAVAJO HIGHWAY INTERCHANGE CONTINUE W. ALONG HIGHWAY 5.7 MI. TO
 FP0287'OFF RAMP APPROACH TO PINTA INTERCHANGE., BM IS 107 FT N. OF CENTER
 FP0287'LINE OF W. BOUND TRAFFIC AT R/W FENCE AND 280 FT. NORTHEAST OF START
 FP0287'OF OFF RAMP.  A STANDARD TABLET SET IN TOP OF 12 IN. SQUARE CONCRETE
 FP0287'POST FLUSH WITH GROUND.
 FP0287
 FP0287                          STATION RECOVERY (1983)
 FP0287
 FP0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0949 ***********************************************************************
 DA0949  DESIGNATION -  Y 347
 DA0949  PID         -  DA0949
 DA0949  STATE/COUNTY-  AZ/YUMA
 DA0949  USGS QUAD   -  CABEZA PRIETA PEAK (1990)
 DA0949
 DA0949                         *CURRENT SURVEY CONTROL
 DA0949  ___________________________________________________________________
 DA0949* NAD 83(1986)-  32 18 22.     (N)    113 50 28.     (W)     SCALED    
 DA0949* NAVD 88     -       438.98   (+/-2cm)    1440.2    (feet)  VERTCON   
 DA0949  ___________________________________________________________________
 DA0949  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DA0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0949
 DA0949.The horizontal coordinates were scaled from a topographic map and have
 DA0949.an estimated accuracy of +/- 6 seconds.
 DA0949
 DA0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0949.The vertical order pertains to the NGVD 29 superseded value.
 DA0949
 DA0949.The geoid height was determined by GEOID03.
 DA0949
 DA0949;                    North         East    Units  Estimated Accuracy
 DA0949;SPC AZ W     -   144,820.      204,780.      MT  (+/- 180 meters Scaled)
 DA0949
 DA0949                          SUPERSEDED SURVEY CONTROL
 DA0949
 DA0949  NGVD 29 (??/??/92)  438.270  (m)         1437.89   (f) ADJ UNCH    2 0
 DA0949
 DA0949.Superseded values are not recommended for survey control.
 DA0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0949.See file dsdata.txt to determine how the superseded data were derived.
 DA0949
 DA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA324779(NAD 83)
 DA0949_MARKER: DB = BENCH MARK DISK
 DA0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA0949_SP_SET: BASE
 DA0949_STAMPING: Y 347 1961
 DA0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0949
 DA0949  HISTORY     - Date     Condition        Report By
 DA0949  HISTORY     - 1961     MONUMENTED       CGS
 DA0949  HISTORY     - 1962     GOOD             NGS
 DA0949
 DA0949                          STATION DESCRIPTION
 DA0949
 DA0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0949'10.4 MI NW FROM TULE WELL.
 DA0949'ABOUT 3.3 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND GAME
 DA0949'COMMISSION SHELTER AT TULE WELL.  THENCE 7.1 MILES NORTHWEST ALONG A
 DA0949'DIM TRAIL ROAD, 0.1 MILE NORTHEAST OF A 4X4-INCH WHITE WOODEN
 DA0949'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 3, 0.1 MILE
 DA0949'NORTHEAST OF THE JUNCTION OF THE TRAIL ROAD AND A TRAIL ROAD LEADING
 DA0949'EAST-NORTHEAST, 162 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD
 DA0949'LEADING EAST-NORTHEAST, ABOUT LEVEL WITH THE EAST-NORTHEAST TRAIL
 DA0949'ROAD, SET AT THE BASE OF THE SOUTHWEST SLOPE OF A MOUNTAIN, AND
 DA0949'PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0285 ***********************************************************************
 CG0285  DESIGNATION -  Y 347
 CG0285  PID         -  CG0285
 CG0285  STATE/COUNTY-  AZ/PIMA
 CG0285  USGS QUAD   -  GREEN VALLEY (1981)
 CG0285
 CG0285                         *CURRENT SURVEY CONTROL
 CG0285  ___________________________________________________________________
 CG0285* NAD 83(1986)-  31 50 40.     (N)    110 59 42.     (W)     SCALED    
 CG0285* NAVD 88     -       882.07   (+/-2cm)    2893.9    (feet)  VERTCON   
 CG0285  ___________________________________________________________________
 CG0285  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0285
 CG0285.The horizontal coordinates were scaled from a topographic map and have
 CG0285.an estimated accuracy of +/- 6 seconds.
 CG0285
 CG0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0285.The vertical order pertains to the NGVD 29 superseded value.
 CG0285
 CG0285.The geoid height was determined by GEOID03.
 CG0285
 CG0285;                    North         East    Units  Estimated Accuracy
 CG0285;SPC AZ C     -    93,990.      300,590.      MT  (+/- 180 meters Scaled)
 CG0285
 CG0285                          SUPERSEDED SURVEY CONTROL
 CG0285
 CG0285  NGVD 29 (??/??/92)  881.325  (m)         2891.48   (f) ADJ UNCH    2 0
 CG0285
 CG0285.Superseded values are not recommended for survey control.
 CG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0285.See file dsdata.txt to determine how the superseded data were derived.
 CG0285
 CG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA004231(NAD 83)
 CG0285_MARKER: DB = BENCH MARK DISK
 CG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0285_STAMPING: Y 347 1959
 CG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0285+STABILITY: SURFACE MOTION
 CG0285
 CG0285  HISTORY     - Date     Condition        Report By
 CG0285  HISTORY     - 1959     MONUMENTED       CGS
 CG0285  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0285
 CG0285                          STATION DESCRIPTION
 CG0285
 CG0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0285'8.5 MI S FROM SAHUARITA.
 CG0285'8.5 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 CG0285'SAHUARITA, 0.35 MILE SOUTH OF MILEPOST 40, 124 FEET EAST OF THE CENTER
 CG0285'OF THE HIGHWAY, 4 FEET SOUTH OF THE WITNESS POST, 1 FOOT NORTH OF A
 CG0285'GATE, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 CG0285'INCHES.
 CG0285
 CG0285                          STATION RECOVERY (1976)
 CG0285
 CG0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0025 ***********************************************************************
 DB0025  DESIGNATION -  Y 348
 DB0025  PID         -  DB0025
 DB0025  STATE/COUNTY-  AZ/YUMA
 DB0025  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB0025
 DB0025                         *CURRENT SURVEY CONTROL
 DB0025  ___________________________________________________________________
 DB0025* NAD 83(1986)-  32 29 20.     (N)    114 18 58.     (W)     SCALED    
 DB0025* NAVD 88     -       187.15   (+/-2cm)     614.0    (feet)  VERTCON   
 DB0025  ___________________________________________________________________
 DB0025  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DB0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0025
 DB0025.The horizontal coordinates were scaled from a topographic map and have
 DB0025.an estimated accuracy of +/- 6 seconds.
 DB0025
 DB0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0025.The vertical order pertains to the NGVD 29 superseded value.
 DB0025
 DB0025.The geoid height was determined by GEOID03.
 DB0025
 DB0025;                    North         East    Units  Estimated Accuracy
 DB0025;SPC AZ W     -   165,220.      160,160.      MT  (+/- 180 meters Scaled)
 DB0025
 DB0025                          SUPERSEDED SURVEY CONTROL
 DB0025
 DB0025  NGVD 29 (??/??/??)  186.479  (m)          611.81   (f) ADJUSTED    2 0
 DB0025
 DB0025.Superseded values are not recommended for survey control.
 DB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0025.See file dsdata.txt to determine how the superseded data were derived.
 DB0025
 DB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR521978(NAD 83)
 DB0025_MARKER: DB = BENCH MARK DISK
 DB0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0025_STAMPING: Y 348 1962
 DB0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0025+STABILITY: SURFACE MOTION
 DB0025
 DB0025  HISTORY     - Date     Condition        Report By
 DB0025  HISTORY     - 1962     MONUMENTED       CGS
 DB0025
 DB0025                          STATION DESCRIPTION
 DB0025
 DB0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0025'23 MI SSW FROM LIGURTA.
 DB0025'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0025'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0025'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0025'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0025'A WASH, THENCE 3.95 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 2.7
 DB0025'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0025'PROJECTS 16 FEET AND IS NUMBER 11, ABOUT 0.7 MILE SOUTHWEST OF
 DB0025'THE BASE OF THE GILA MOUNTAINS, 23 FEET NORTHEAST OF THE CENTER
 DB0025'LINE OF THE TRAIL ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS
 DB0025'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DB0025'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1197 ***********************************************************************
 CZ1197  DESIGNATION -  Y 348
 CZ1197  PID         -  CZ1197
 CZ1197  STATE/COUNTY-  AZ/PINAL
 CZ1197  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1197
 CZ1197                         *CURRENT SURVEY CONTROL
 CZ1197  ___________________________________________________________________
 CZ1197* NAD 83(1986)-  32 49 32.     (N)    111 53 41.     (W)     SCALED    
 CZ1197* NAVD 88     -       412.37   (+/-2cm)    1352.9    (feet)  VERTCON   
 CZ1197  ___________________________________________________________________
 CZ1197  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CZ1197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1197
 CZ1197.The horizontal coordinates were scaled from a topographic map and have
 CZ1197.an estimated accuracy of +/- 6 seconds.
 CZ1197
 CZ1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1197.The vertical order pertains to the NGVD 29 superseded value.
 CZ1197
 CZ1197.The geoid height was determined by GEOID03.
 CZ1197
 CZ1197;                    North         East    Units  Estimated Accuracy
 CZ1197;SPC AZ C     -   202,410.      215,420.      MT  (+/- 180 meters Scaled)
 CZ1197
 CZ1197                          SUPERSEDED SURVEY CONTROL
 CZ1197
 CZ1197  NGVD 29 (??/??/92)  411.764  (m)         1350.93   (f) ADJ UNCH    2 0
 CZ1197
 CZ1197.Superseded values are not recommended for survey control.
 CZ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1197.See file dsdata.txt to determine how the superseded data were derived.
 CZ1197
 CZ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB162323(NAD 83)
 CZ1197_MARKER: DB = BENCH MARK DISK
 CZ1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1197_SP_SET: STOVEPIPE
 CZ1197_STAMPING: Y 348 1960
 CZ1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1197+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ1197
 CZ1197  HISTORY     - Date     Condition        Report By
 CZ1197  HISTORY     - 1960     MONUMENTED       CGS
 CZ1197  HISTORY     - 1968     GOOD             NGS
 CZ1197  HISTORY     - 20070407 GOOD             GEOCAC
 CZ1197
 CZ1197                          STATION DESCRIPTION
 CZ1197
 CZ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1197'9.1 MI SE FROM STANFIELD.
 CZ1197'5.6 MILES EAST OF STANFIELD POST OFFICE TO MIDWAY GIN COMPANY, THENCE
 CZ1197'3.5 MILES SOUTH ON DIRT ROAD, THENCE 1 MILE WEST ON DIRT ROAD, 78 FEET
 CZ1197'NORTHEAST OF NORTH-SOUTH, EAST-WEST JUNCTION, 1.5 FEET NORTH OF POWER
 CZ1197'POLE, 1 FOOT SOUTH OF WITNESS POST, SET IN 6-INCH CONCRETE-FILLED
 CZ1197'STOVEPIPE PROJECTING 2 INCHES.
 CZ1197
 CZ1197                          STATION RECOVERY (1968)
 CZ1197
 CZ1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ1197'RECOVERED IN GOOD CONDITION.
 CZ1197
 CZ1197                          STATION RECOVERY (2007)
 CZ1197
 CZ1197'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0091 ***********************************************************************
 DB0091  DESIGNATION -  Y 349
 DB0091  PID         -  DB0091
 DB0091  STATE/COUNTY-  AZ/YUMA
 DB0091  USGS QUAD   -  WELLTON SE (1965)
 DB0091
 DB0091                         *CURRENT SURVEY CONTROL
 DB0091  ___________________________________________________________________
 DB0091* NAD 83(1986)-  32 34 32.     (N)    114 04 57.     (W)     SCALED    
 DB0091* NAVD 88     -       162.33   (+/-2cm)     532.6    (feet)  VERTCON   
 DB0091  ___________________________________________________________________
 DB0091  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DB0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0091
 DB0091.The horizontal coordinates were scaled from a topographic map and have
 DB0091.an estimated accuracy of +/- 6 seconds.
 DB0091
 DB0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0091.The vertical order pertains to the NGVD 29 superseded value.
 DB0091
 DB0091.The geoid height was determined by GEOID03.
 DB0091
 DB0091;                    North         East    Units  Estimated Accuracy
 DB0091;SPC AZ W     -   174,740.      182,140.      MT  (+/- 180 meters Scaled)
 DB0091
 DB0091                          SUPERSEDED SURVEY CONTROL
 DB0091
 DB0091  NGVD 29 (??/??/??)  161.670  (m)          530.41   (f) ADJUSTED    2 0
 DB0091
 DB0091.Superseded values are not recommended for survey control.
 DB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0091.See file dsdata.txt to determine how the superseded data were derived.
 DB0091
 DB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS738079(NAD 83)
 DB0091_MARKER: DB = BENCH MARK DISK
 DB0091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB0091_SP_SET: 7 FEET
 DB0091_STAMPING: Y 349 1961
 DB0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0091
 DB0091  HISTORY     - Date     Condition        Report By
 DB0091  HISTORY     - 1961     MONUMENTED       CGS
 DB0091  HISTORY     - 1962     GOOD             NGS
 DB0091
 DB0091                          STATION DESCRIPTION
 DB0091
 DB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0091'9.2 MI SE FROM WELLTON.
 DB0091'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0091'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0091'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0091'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0091'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 5.45 MILES SOUTHEAST
 DB0091'ALONG A DIM TRAIL ROAD, 1.4 MILES SOUTHEAST OF A 4 X 4-INCH WHITE
 DB0091'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0091'NORTHEAST OF AND ACROSS THE TRAIL ROAD FROM A LOW RANGE OF HILLS,
 DB0091'30 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 3.0 FEET
 DB0091'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 DB0091'LEVEL OF THE TRAIL ROAD, AND CLAMPED ON A COPPER COATED ROD
 DB0091'WHICH IS DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED IN A 6-INCH
 DB0091'TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0150 ***********************************************************************
 CZ0150  DESIGNATION -  Y 349
 CZ0150  PID         -  CZ0150
 CZ0150  STATE/COUNTY-  AZ/PIMA
 CZ0150  USGS QUAD   -  TUCSON (1992)
 CZ0150
 CZ0150                         *CURRENT SURVEY CONTROL
 CZ0150  ___________________________________________________________________
 CZ0150* NAD 83(1986)-  32 09 48.     (N)    110 58 58.     (W)     SCALED    
 CZ0150* NAVD 88     -       747.812  (meters)    2453.45   (feet)  ADJUSTED  
 CZ0150  ___________________________________________________________________
 CZ0150  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CZ0150  DYNAMIC HT  -         746.783 (meters)    2450.07  (feet)  COMP
 CZ0150  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 CZ0150
 CZ0150  VERT ORDER  -  FIRST     CLASS II
 CZ0150
 CZ0150.The horizontal coordinates were scaled from a topographic map and have
 CZ0150.an estimated accuracy of +/- 6 seconds.
 CZ0150
 CZ0150.The orthometric height was determined by differential leveling
 CZ0150.and adjusted in June 1991.
 CZ0150
 CZ0150.The geoid height was determined by GEOID03.
 CZ0150
 CZ0150.The dynamic height is computed by dividing the NAVD 88
 CZ0150.geopotential number by the normal gravity value computed on the
 CZ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0150.degrees latitude (g = 980.6199 gals.).
 CZ0150
 CZ0150.The modeled gravity was interpolated from observed gravity values.
 CZ0150
 CZ0150;                    North         East    Units  Estimated Accuracy
 CZ0150;SPC AZ C     -   129,360.      301,440.      MT  (+/- 180 meters Scaled)
 CZ0150
 CZ0150                          SUPERSEDED SURVEY CONTROL
 CZ0150
 CZ0150  NGVD 29 (??/??/92)  747.123  (m)         2451.19   (f) ADJ UNCH    1 2
 CZ0150
 CZ0150.Superseded values are not recommended for survey control.
 CZ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0150.See file dsdata.txt to determine how the superseded data were derived.
 CZ0150
 CZ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA016585(NAD 83)
 CZ0150_MARKER: DB = BENCH MARK DISK
 CZ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0150_STAMPING: Y 349 1960
 CZ0150_PROJECTION: FLUSH
 CZ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0150+STABILITY: SURFACE MOTION
 CZ0150
 CZ0150  HISTORY     - Date     Condition        Report By
 CZ0150  HISTORY     - 1960     MONUMENTED       CGS
 CZ0150  HISTORY     - 1980     GOOD             NGS
 CZ0150  HISTORY     - 19950120 MARK NOT FOUND   USPSQD
 CZ0150  HISTORY     - 19950924 MARK NOT FOUND   USPSQD
 CZ0150  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 CZ0150
 CZ0150                          STATION DESCRIPTION
 CZ0150
 CZ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0150'IN TUCSON.
 CZ0150'IN TUCSON, ABOUT 0.25 MILE EAST OF THE CENTERLINE OF NEW HIGHWAY,
 CZ0150'INTERSTATE HIGHWAY 19, 45 FEET NORTH OF THE CENTER OF WEST IRVINGTON
 CZ0150'ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL STUCCO
 CZ0150'BUILDING, 4 FEET NORTHEAST OF A FENCE CORNER, 14 INCHES WEST OF A
 CZ0150'WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8
 CZ0150'INCHES.
 CZ0150
 CZ0150                          STATION RECOVERY (1980)
 CZ0150
 CZ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ0150'6.7 KILOMETERS (4.2 MILES) SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ0150'FROM THE STATION AT TUCSON, THENCE 2.0 KILOMETERS (1.25 MILES) WEST
 CZ0150'ALONG IRVINGTON ROAD, ALSO 0.25 KILOMETER (0.15 MILE) EAST OF THE
 CZ0150'CENTERLINE OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 19, 11.5
 CZ0150'METERS (37.5 FEET) NORTH OF THE CENTERLINE OF IRVINGTON ROAD, 9.1
 CZ0150'METERS (30.0 FEET) SOUTHEAST OF A WHITE ANGLE IRON HIGHWAY RIGHT-OF-
 CZ0150'WAY POST NUMBER 31+00 AND 0.3 METER (1 FOOT) SOUTH OF THE WEST METAL
 CZ0150'GATE POST FOR THE DRIVEWAY AT 882 W. IRVINGTON ROAD.
 CZ0150'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 CZ0150'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CZ0150
 CZ0150                          STATION RECOVERY (1995)
 CZ0150
 CZ0150'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0150'MARK NOT FOUND.
 CZ0150
 CZ0150                          STATION RECOVERY (1995)
 CZ0150
 CZ0150'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0150'MARK NOT FOUND.
 CZ0150
 CZ0150                          STATION RECOVERY (2000)
 CZ0150
 CZ0150'RECOVERY NOTE BY US POWER SQUADRON 2000
 CZ0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0310 ***********************************************************************
 ER0310  DESIGNATION -  Y 35
 ER0310  PID         -  ER0310
 ER0310  STATE/COUNTY-  AZ/APACHE
 ER0310  USGS QUAD   -  STINKING SPRINGS (1982)
 ER0310
 ER0310                         *CURRENT SURVEY CONTROL
 ER0310  ___________________________________________________________________
 ER0310* NAD 83(1986)-  34 31 35.     (N)    109 37 14.     (W)     SCALED    
 ER0310* NAVD 88     -      1760.845  (meters)    5777.04   (feet)  ADJUSTED  
 ER0310  ___________________________________________________________________
 ER0310  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ER0310  DYNAMIC HT  -        1758.327 (meters)    5768.78  (feet)  COMP
 ER0310  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 ER0310
 ER0310  VERT ORDER  -  SECOND    CLASS 0
 ER0310
 ER0310.The horizontal coordinates were scaled from a topographic map and have
 ER0310.an estimated accuracy of +/- 6 seconds.
 ER0310
 ER0310.The orthometric height was determined by differential leveling
 ER0310.and adjusted in June 1991.
 ER0310
 ER0310.The geoid height was determined by GEOID03.
 ER0310
 ER0310.The dynamic height is computed by dividing the NAVD 88
 ER0310.geopotential number by the normal gravity value computed on the
 ER0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0310.degrees latitude (g = 980.6199 gals.).
 ER0310
 ER0310.The modeled gravity was interpolated from observed gravity values.
 ER0310
 ER0310;                    North         East    Units  Estimated Accuracy
 ER0310;SPC AZ E     -   391,170.      263,490.      MT  (+/- 180 meters Scaled)
 ER0310
 ER0310                          SUPERSEDED SURVEY CONTROL
 ER0310
 ER0310  NGVD 29 (??/??/92) 1759.990  (m)         5774.23   (f) ADJ UNCH    2 0
 ER0310
 ER0310.Superseded values are not recommended for survey control.
 ER0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0310.See file dsdata.txt to determine how the superseded data were derived.
 ER0310
 ER0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD266213(NAD 83)
 ER0310_MARKER: DB = BENCH MARK DISK
 ER0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0310_STAMPING: Y 35 1934
 ER0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0310+STABILITY: SURFACE MOTION
 ER0310
 ER0310  HISTORY     - Date     Condition        Report By
 ER0310  HISTORY     - 1934     MONUMENTED       CGS
 ER0310
 ER0310                          STATION DESCRIPTION
 ER0310
 ER0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0310'4.0 MI N FROM CONCHO.
 ER0310'4.0 MILES NORTH ALONG U.S. HIGHWAY 260 FROM CONCHO, APACHE COUNTY, AT
 ER0310'THE NORTH END OF A 2-MILE TANGENT, AT A 3-FOOT BANK IN THE HIGHWAY,
 ER0310'AND 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 ER0310'STAMPED Y 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 ER0310'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0985 ***********************************************************************
 DA0985  DESIGNATION -  Y 350
 DA0985  PID         -  DA0985
 DA0985  STATE/COUNTY-  AZ/YUMA
 DA0985  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0985
 DA0985                         *CURRENT SURVEY CONTROL
 DA0985  ___________________________________________________________________
 DA0985* NAD 83(1986)-  32 17 39.     (N)    113 40 01.     (W)     SCALED    
 DA0985* NAVD 88     -       280.23   (+/-2cm)     919.4    (feet)  VERTCON   
 DA0985  ___________________________________________________________________
 DA0985  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DA0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0985
 DA0985.The horizontal coordinates were scaled from a topographic map and have
 DA0985.an estimated accuracy of +/- 6 seconds.
 DA0985
 DA0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0985.The vertical order pertains to the NGVD 29 superseded value.
 DA0985
 DA0985.The geoid height was determined by GEOID03.
 DA0985
 DA0985;                    North         East    Units  Estimated Accuracy
 DA0985;SPC AZ W     -   143,490.      221,180.      MT  (+/- 180 meters Scaled)
 DA0985
 DA0985                          SUPERSEDED SURVEY CONTROL
 DA0985
 DA0985  NGVD 29 (??/??/92)  279.542  (m)          917.13   (f) ADJ UNCH    2 0
 DA0985
 DA0985.Superseded values are not recommended for survey control.
 DA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0985.See file dsdata.txt to determine how the superseded data were derived.
 DA0985
 DA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA488761(NAD 83)
 DA0985_MARKER: DB = BENCH MARK DISK
 DA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0985_STAMPING: Y 350 1962
 DA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0985+STABILITY: SURFACE MOTION
 DA0985
 DA0985  HISTORY     - Date     Condition        Report By
 DA0985  HISTORY     - 1962     MONUMENTED       CGS
 DA0985
 DA0985                          STATION DESCRIPTION
 DA0985
 DA0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0985'9.2 MI NE FROM TULE WELL.
 DA0985'ABOUT 9.2 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0985'COMMISSION SHELTER AT TULE WELL, 0.1 MILE SOUTH OF A 4X4-INCH WHITE
 DA0985'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 26, 25
 DA0985'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A METAL
 DA0985'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 DA0985'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1121 ***********************************************************************
 DA1121  DESIGNATION -  Y 351
 DA1121  PID         -  DA1121
 DA1121  STATE/COUNTY-  AZ/YUMA
 DA1121  USGS QUAD   -  MOHAWK (1982)
 DA1121
 DA1121                         *CURRENT SURVEY CONTROL
 DA1121  ___________________________________________________________________
 DA1121* NAD 83(1986)-  32 40 54.     (N)    113 50 39.     (W)     SCALED    
 DA1121* NAVD 88     -       111.80   (+/-2cm)     366.8    (feet)  VERTCON   
 DA1121  ___________________________________________________________________
 DA1121  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DA1121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1121
 DA1121.The horizontal coordinates were scaled from a topographic map and have
 DA1121.an estimated accuracy of +/- 6 seconds.
 DA1121
 DA1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1121.The vertical order pertains to the NGVD 29 superseded value.
 DA1121
 DA1121.The geoid height was determined by GEOID03.
 DA1121
 DA1121;                    North         East    Units  Estimated Accuracy
 DA1121;SPC AZ W     -   186,460.      204,530.      MT  (+/- 180 meters Scaled)
 DA1121
 DA1121                          SUPERSEDED SURVEY CONTROL
 DA1121
 DA1121  NGVD 29 (??/??/92)  111.137  (m)          364.62   (f) ADJ UNCH    2 0
 DA1121
 DA1121.Superseded values are not recommended for survey control.
 DA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1121.See file dsdata.txt to determine how the superseded data were derived.
 DA1121
 DA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB333195(NAD 83)
 DA1121_MARKER: DB = BENCH MARK DISK
 DA1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1121_STAMPING: Y 351 1962
 DA1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1121+STABILITY: SURFACE MOTION
 DA1121
 DA1121  HISTORY     - Date     Condition        Report By
 DA1121  HISTORY     - 1962     MONUMENTED       CGS
 DA1121
 DA1121                          STATION DESCRIPTION
 DA1121
 DA1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1121'8.3 MI SE FROM TACNA.
 DA1121'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1121'TACNA.  THENCE 2.3 MILES SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1121'WELL, 1.7 MILES SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 DA1121'WHICH PROJECTS 16 FEET AND IS NUMBERED 24, 30 FEET SOUTHWEST OF THE
 DA1121'CENTER LINE OF THE TRAIL ROAD, 3.0 FEET SOUTHEAST OF A METAL WITNESS
 DA1121'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0759 ***********************************************************************
 DA0759  DESIGNATION -  Y 352
 DA0759  PID         -  DA0759
 DA0759  STATE/COUNTY-  AZ/MARICOPA
 DA0759  USGS QUAD   -  SENTINEL (1986)
 DA0759
 DA0759                         *CURRENT SURVEY CONTROL
 DA0759  ___________________________________________________________________
 DA0759* NAD 83(1986)-  32 50 40.     (N)    113 13 09.     (W)     SCALED    
 DA0759* NAVD 88     -       218.373  (meters)     716.45   (feet)  ADJUSTED  
 DA0759  ___________________________________________________________________
 DA0759  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DA0759  DYNAMIC HT  -         218.120 (meters)     715.62  (feet)  COMP
 DA0759  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 DA0759
 DA0759  VERT ORDER  -  FIRST     CLASS II
 DA0759
 DA0759.The horizontal coordinates were scaled from a topographic map and have
 DA0759.an estimated accuracy of +/- 6 seconds.
 DA0759
 DA0759.The orthometric height was determined by differential leveling
 DA0759.and adjusted in June 1991.
 DA0759
 DA0759.The geoid height was determined by GEOID03.
 DA0759
 DA0759.The dynamic height is computed by dividing the NAVD 88
 DA0759.geopotential number by the normal gravity value computed on the
 DA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0759.degrees latitude (g = 980.6199 gals.).
 DA0759
 DA0759.The modeled gravity was interpolated from observed gravity values.
 DA0759
 DA0759;                    North         East    Units  Estimated Accuracy
 DA0759;SPC AZ C     -   205,250.       91,430.      MT  (+/- 180 meters Scaled)
 DA0759
 DA0759                          SUPERSEDED SURVEY CONTROL
 DA0759
 DA0759  NGVD 29 (??/??/92)  217.766  (m)          714.45   (f) ADJ UNCH    1 2
 DA0759
 DA0759.Superseded values are not recommended for survey control.
 DA0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0759.See file dsdata.txt to determine how the superseded data were derived.
 DA0759
 DA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB923362(NAD 83)
 DA0759_MARKER: DB = BENCH MARK DISK
 DA0759_SETTING: 80 = SET IN A BOULDER
 DA0759_SP_SET: BOULDER
 DA0759_STAMPING: Y 325 1962
 DA0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0759+STABILITY: SURFACE MOTION
 DA0759
 DA0759  HISTORY     - Date     Condition        Report By
 DA0759  HISTORY     - 1962     MONUMENTED       CGS
 DA0759
 DA0759                          STATION DESCRIPTION
 DA0759
 DA0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0759'0.95 MI SSE FROM SENTINEL.
 DA0759'ABOUT 0.95 MILE SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0759'HIGHWAY 80 OVERPASS AT SENTINEL, 0.45 MILE NORTH-NORTHWEST OF A
 DA0759'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0759'NUMBERED 22, 109 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD,
 DA0759'26.0 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 DA0759'THE LEVEL OF THE ROAD, AND SET FLUSH IN A FLAT ROCK WHICH IS IN A BED
 DA0759'OF LAVA BOULDERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1144 ***********************************************************************
 DA1144  DESIGNATION -  Y 353
 DA1144  PID         -  DA1144
 DA1144  STATE/COUNTY-  AZ/YUMA
 DA1144  USGS QUAD   -  MOHAWK (1982)
 DA1144
 DA1144                         *CURRENT SURVEY CONTROL
 DA1144  ___________________________________________________________________
 DA1144* NAD 83(1986)-  32 43 40.     (N)    113 45 17.     (W)     SCALED    
 DA1144* NAVD 88     -       168.930  (meters)     554.23   (feet)  ADJUSTED  
 DA1144  ___________________________________________________________________
 DA1144  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DA1144  DYNAMIC HT  -         168.740 (meters)     553.61  (feet)  COMP
 DA1144  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DA1144
 DA1144  VERT ORDER  -  FIRST     CLASS II
 DA1144
 DA1144.The horizontal coordinates were scaled from a topographic map and have
 DA1144.an estimated accuracy of +/- 6 seconds.
 DA1144
 DA1144.The orthometric height was determined by differential leveling
 DA1144.and adjusted in June 1991.
 DA1144
 DA1144.The geoid height was determined by GEOID03.
 DA1144
 DA1144.The dynamic height is computed by dividing the NAVD 88
 DA1144.geopotential number by the normal gravity value computed on the
 DA1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1144.degrees latitude (g = 980.6199 gals.).
 DA1144
 DA1144.The modeled gravity was interpolated from observed gravity values.
 DA1144
 DA1144;                    North         East    Units  Estimated Accuracy
 DA1144;SPC AZ W     -   191,570.      212,920.      MT  (+/- 180 meters Scaled)
 DA1144
 DA1144                          SUPERSEDED SURVEY CONTROL
 DA1144
 DA1144  NGVD 29 (??/??/92)  168.291  (m)          552.13   (f) ADJ UNCH    1 2
 DA1144
 DA1144.Superseded values are not recommended for survey control.
 DA1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1144.See file dsdata.txt to determine how the superseded data were derived.
 DA1144
 DA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB418244(NAD 83)
 DA1144_MARKER: DB = BENCH MARK DISK
 DA1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1144_SP_SET: CULVERT
 DA1144_STAMPING: Y 353 1960
 DA1144_MARK LOGO: CGS   
 DA1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1144
 DA1144  HISTORY     - Date     Condition        Report By
 DA1144  HISTORY     - 1960     MONUMENTED       CGS
 DA1144  HISTORY     - 1981     GOOD             NGS
 DA1144  HISTORY     - 1981     GOOD             NGS
 DA1144  HISTORY     - 20090206 MARK NOT FOUND   GEOCAC
 DA1144
 DA1144                          STATION DESCRIPTION
 DA1144
 DA1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1144'0.15 MI W FROM MOHAWK.
 DA1144'0.15 MILE WEST ON U.S. HIGHWAY 80 FROM MOHAWK LODGE, TO A CONCRETE
 DA1144'CULVERT, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN A
 DA1144'DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT.
 DA1144
 DA1144                          STATION RECOVERY (1981)
 DA1144
 DA1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1144'19.0 KM (11.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1144'IN TACNA, SET IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A SMALL
 DA1144'HIGHWAY BRIDGE, 9..1 M (30.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA1144'HIGHWAY, 2.4 M (8.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL
 DA1144'2.4 M (8.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DA1144'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1144
 DA1144                          STATION RECOVERY (1981)
 DA1144
 DA1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1144'19.0 KM (11.8 MI) NORTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 DA1144'IN TACNA, SET IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF A SMALL
 DA1144'HIGHWAY BRIDGE, 9..1 M (30.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DA1144'HIGHWAY, 2.4 M (8.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL
 DA1144'2.4 M (8.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DA1144'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DA1144
 DA1144                          STATION RECOVERY (2009)
 DA1144
 DA1144'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DA1144'THE DISK HAS BEEN PRIED FROM ITS SETTING AND IS GONE, BUT  A CLEAR
 DA1144'IMPRESSION OF THE DISK'S SETTING AND DRILL HOLE REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0767 ***********************************************************************
 DA0767  DESIGNATION -  Y 353
 DA0767  PID         -  DA0767
 DA0767  STATE/COUNTY-  AZ/MARICOPA
 DA0767  USGS QUAD   -  SOUTH OF SENTINEL (1990)
 DA0767
 DA0767                         *CURRENT SURVEY CONTROL
 DA0767  ___________________________________________________________________
 DA0767* NAD 83(1986)-  32 44 58.     (N)    113 14 56.     (W)     SCALED    
 DA0767* NAVD 88     -       211.86   (+/-2cm)     695.1    (feet)  VERTCON   
 DA0767  ___________________________________________________________________
 DA0767  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DA0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0767
 DA0767.The horizontal coordinates were scaled from a topographic map and have
 DA0767.an estimated accuracy of +/- 6 seconds.
 DA0767
 DA0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0767.The vertical order pertains to the NGVD 29 superseded value.
 DA0767
 DA0767.The geoid height was determined by GEOID03.
 DA0767
 DA0767;                    North         East    Units  Estimated Accuracy
 DA0767;SPC AZ C     -   194,750.       88,520.      MT  (+/- 180 meters Scaled)
 DA0767
 DA0767                          SUPERSEDED SURVEY CONTROL
 DA0767
 DA0767  NGVD 29 (??/??/92)  211.261  (m)          693.11   (f) ADJ UNCH    2 0
 DA0767
 DA0767.Superseded values are not recommended for survey control.
 DA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0767.See file dsdata.txt to determine how the superseded data were derived.
 DA0767
 DA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB893257(NAD 83)
 DA0767_MARKER: DB = BENCH MARK DISK
 DA0767_SETTING: 80 = SET IN A BOULDER
 DA0767_SP_SET: BOULDER
 DA0767_STAMPING: Y 353 1962
 DA0767_MARK LOGO: CGS   
 DA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0767+STABILITY: SURFACE MOTION
 DA0767
 DA0767  HISTORY     - Date     Condition        Report By
 DA0767  HISTORY     - 1962     MONUMENTED       CGS
 DA0767  HISTORY     - 1980     GOOD             NGS
 DA0767  HISTORY     - 1980     GOOD             NGS
 DA0767
 DA0767                          STATION DESCRIPTION
 DA0767
 DA0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0767'9.3 MI S FROM SENTINEL.
 DA0767'ABOUT 8.25 MILES SOUTH-SOUTHEAST ALONG A GRAVELED ROAD FROM THE U.S.
 DA0767'HIGHWAY 80 OVERPASS AT SENTINEL.  THENCE 1.05 MILES WEST ALONG A
 DA0767'CLEARED RIGHT OF WAY FOR AN UNDERGROUND CABLE, 0.35 MILE EAST OF A
 DA0767'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 DA0767'NUMBERED 20, 84 FEET SOUTH OF THE CENTER LINE OF THE RIGHT OF WAY,
 DA0767'68.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 DA0767'OF THE RIGHT OF WAY, AND SET IN THE TOP OF A LARGE LAVA BOULDER WHICH
 DA0767'PROJECTS 6 INCHES.
 DA0767
 DA0767                          STATION RECOVERY (1980)
 DA0767
 DA0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0767'RECOVERED IN GOOD CONDITION.
 DA0767
 DA0767                          STATION RECOVERY (1980)
 DA0767
 DA0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0248 ***********************************************************************
 CZ0248  DESIGNATION -  Y 354
 CZ0248  PID         -  CZ0248
 CZ0248  STATE/COUNTY-  AZ/PIMA
 CZ0248  USGS QUAD   -  TUCSON SE (1992)
 CZ0248
 CZ0248                         *CURRENT SURVEY CONTROL
 CZ0248  ___________________________________________________________________
 CZ0248* NAD 83(1986)-  32 06 01.     (N)    110 50 10.     (W)     SCALED    
 CZ0248* NAVD 88     -       864.890  (meters)    2837.56   (feet)  ADJUSTED  
 CZ0248  ___________________________________________________________________
 CZ0248  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CZ0248  DYNAMIC HT  -         863.653 (meters)    2833.50  (feet)  COMP
 CZ0248  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 CZ0248
 CZ0248  VERT ORDER  -  FIRST     CLASS II
 CZ0248
 CZ0248.The horizontal coordinates were scaled from a topographic map and have
 CZ0248.an estimated accuracy of +/- 6 seconds.
 CZ0248
 CZ0248.The orthometric height was determined by differential leveling
 CZ0248.and adjusted in June 1991.
 CZ0248
 CZ0248.The geoid height was determined by GEOID03.
 CZ0248
 CZ0248.The dynamic height is computed by dividing the NAVD 88
 CZ0248.geopotential number by the normal gravity value computed on the
 CZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0248.degrees latitude (g = 980.6199 gals.).
 CZ0248
 CZ0248.The modeled gravity was interpolated from observed gravity values.
 CZ0248
 CZ0248;                    North         East    Units  Estimated Accuracy
 CZ0248;SPC AZ C     -   122,500.      315,350.      MT  (+/- 180 meters Scaled)
 CZ0248
 CZ0248                          SUPERSEDED SURVEY CONTROL
 CZ0248
 CZ0248  NGVD 29 (??/??/92)  864.213  (m)         2835.34   (f) ADJ UNCH    1 2
 CZ0248
 CZ0248.Superseded values are not recommended for survey control.
 CZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0248.See file dsdata.txt to determine how the superseded data were derived.
 CZ0248
 CZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA154515(NAD 83)
 CZ0248_MARKER: DB = BENCH MARK DISK
 CZ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0248_STAMPING: Y 354 1960
 CZ0248_PROJECTION: PROJECTING 5 CENTIMETERS
 CZ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0248+STABILITY: SURFACE MOTION
 CZ0248
 CZ0248  HISTORY     - Date     Condition        Report By
 CZ0248  HISTORY     - 1960     MONUMENTED       CGS
 CZ0248  HISTORY     - 1979     GOOD             NGS
 CZ0248  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 CZ0248
 CZ0248                          STATION DESCRIPTION
 CZ0248
 CZ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0248'9.7 MI SE FROM TUCSON.
 CZ0248'9.7 MILES SOUTHEAST ON U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S.
 CZ0248'HIGHWAY 89 AT TUCSON TO HIGHWAY MILE POST 257, 92 FEET SOUTHWEST OF
 CZ0248'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 68 FEET SOUTHWEST OF
 CZ0248'THE MILE POST, 2.7 FEET SOUTHWEST OF A METAL WITNESS POST, 2.2 FEET
 CZ0248'NORTHEAST OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 2
 CZ0248'INCHES.
 CZ0248
 CZ0248                          STATION RECOVERY (1979)
 CZ0248
 CZ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0248'10.2 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 10 FROM THE U. S.
 CZ0248'HIGHWAY 89 INTERCHANGE AT TUCSON, AT THE SUMMIT OF A SMALL GRADE ON
 CZ0248'THE SOUTHWEST FRONTAGE ROAD, 251 FEET WEST OF AND ACROSS THE
 CZ0248'SOUTHWEST FRONTAGE ROAD FROM MILE POST 271, 30 FEET SOUTHWEST OF THE
 CZ0248'CENTERLINE OF THE SOUTHWEST FRONTAGE ROAD AND 2 FEET NORTHEAST OF THE
 CZ0248'RIGHT-OF-WAY FENCE.  ALSO 0.1 MILE SOUTHEAST OF THE ENTRANCE TO THE
 CZ0248'PIMA RAMADA MOBILE HOME PARK.
 CZ0248'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 CZ0248
 CZ0248                          STATION RECOVERY (2006)
 CZ0248
 CZ0248'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CZ0248'MARK NOT FOUND.  STORAGE FACILITY WITH PAVED LOT IS NOW ON THE
 CZ0248'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0412 ***********************************************************************
 GR0412  DESIGNATION -  Y 355
 GR0412  PID         -  GR0412
 GR0412  STATE/COUNTY-  AZ/MOHAVE
 GR0412  USGS QUAD   -  BONELLI BAY (1983)
 GR0412
 GR0412                         *CURRENT SURVEY CONTROL
 GR0412  ___________________________________________________________________
 GR0412* NAD 83(1986)-  36 02 55.     (N)    114 28 06.     (W)     SCALED    
 GR0412* NAVD 88     -       368.854  (meters)    1210.15   (feet)  POSTED    
 GR0412  ___________________________________________________________________
 GR0412  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR0412  DYNAMIC HT  -         368.490 (meters)    1208.95  (feet)  COMP
 GR0412  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 GR0412
 GR0412  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0412
 GR0412.The horizontal coordinates were scaled from a topographic map and have
 GR0412.an estimated accuracy of +/- 6 seconds.
 GR0412
 GR0412.The orthometric height was determined by differential leveling
 GR0412.and adjusted by the  in 1992.
 GR0412.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0412.rate of 0.0 thru 1.0 mm/km.
 GR0412
 GR0412.The geoid height was determined by GEOID03.
 GR0412
 GR0412.The dynamic height is computed by dividing the NAVD 88
 GR0412.geopotential number by the normal gravity value computed on the
 GR0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0412.degrees latitude (g = 980.6199 gals.).
 GR0412
 GR0412.The modeled gravity was interpolated from observed gravity values.
 GR0412
 GR0412;                    North         East    Units  Estimated Accuracy
 GR0412;SPC AZ W     -   560,160.      148,640.      MT  (+/- 180 meters Scaled)
 GR0412
 GR0412                          SUPERSEDED SURVEY CONTROL
 GR0412
 GR0412  NGVD 29 (??/??/92)  368.141  (m)         1207.81   (f) ADJ UNCH    1 2
 GR0412
 GR0412.Superseded values are not recommended for survey control.
 GR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0412.See file dsdata.txt to determine how the superseded data were derived.
 GR0412
 GR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV280923(NAD 83)
 GR0412_MARKER: DB = BENCH MARK DISK
 GR0412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0412_STAMPING: Y 355 1963
 GR0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0412
 GR0412  HISTORY     - Date     Condition        Report By
 GR0412  HISTORY     - 1963     MONUMENTED       CGS
 GR0412  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0412
 GR0412                          STATION DESCRIPTION
 GR0412
 GR0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0412'1.0 MI NW FROM MOUTH OF DETRIAL WASH.
 GR0412'1.0 MILE NORTHWEST ALONG THE SHORE LINE FROM THE MOUTH OF DETRITAL
 GR0412'WASH, 1.0 MILE NORTHWEST OF BENCH MARK U 120, DIRECTLY ACROSS THE BAY
 GR0412'FROM BENCH MARK Q 289, ABOUT 200 YARDS SOUTH OF THE EAST END OF AN
 GR0412'EAST-WEST RIDGE, NEAR THE END OF A JEEP TRAIL, ON A NARROW POINT,
 GR0412'ABOUT 300 FEET WEST OF THE WATER LEVEL, 7 FEET WEST OF THE HIGH WATER
 GR0412'LINE, 1.5 FEET SOUTH  OF A WITNESS POST, AND BRAZED ON THE TOP OF A
 GR0412'3-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 GR0412
 GR0412                          STATION RECOVERY (1979)
 GR0412
 GR0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0839 ***********************************************************************
 EU0839  DESIGNATION -  Y 356
 EU0839  PID         -  EU0839
 EU0839  STATE/COUNTY-  AZ/LA PAZ
 EU0839  USGS QUAD   -  GENE WASH (1975)
 EU0839
 EU0839                         *CURRENT SURVEY CONTROL
 EU0839  ___________________________________________________________________
 EU0839* NAD 83(1986)-  34 17 51.     (N)    114 08 10.     (W)     SCALED    
 EU0839* NAVD 88     -       150.34   (+/-2cm)     493.2    (feet)  VERTCON   
 EU0839  ___________________________________________________________________
 EU0839  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0839  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0839
 EU0839.The horizontal coordinates were scaled from a topographic map and have
 EU0839.an estimated accuracy of +/- 6 seconds.
 EU0839
 EU0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0839.The vertical order pertains to the NGVD 29 superseded value.
 EU0839
 EU0839.The geoid height was determined by GEOID03.
 EU0839
 EU0839;                    North         East    Units  Estimated Accuracy
 EU0839;SPC AZ W     -   365,730.      177,820.      MT  (+/- 180 meters Scaled)
 EU0839
 EU0839                          SUPERSEDED SURVEY CONTROL
 EU0839
 EU0839  NGVD 29 (08/15/05)  149.721  (m)          491.21   (f) ADJUSTED    1 1
 EU0839
 EU0839.Superseded values are not recommended for survey control.
 EU0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0839.See file dsdata.txt to determine how the superseded data were derived.
 EU0839
 EU0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT635988(NAD 83)
 EU0839_MARKER: DB = BENCH MARK DISK
 EU0839_SETTING: 80 = SET IN A BOULDER
 EU0839_STAMPING: Y 356 1976
 EU0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0839+STABILITY: SURFACE MOTION
 EU0839
 EU0839  HISTORY     - Date     Condition        Report By
 EU0839  HISTORY     - 1976     MONUMENTED       NGS
 EU0839
 EU0839                          STATION DESCRIPTION
 EU0839
 EU0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0839'0.55 MI NE FROM PARKER DAM.
 EU0839'0.15 MILE SOUTHEAST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0839'DAM, THENCE 0.4 MILE EAST ALONG A WINDING GRAVEL ROAD ON THE SOUTH
 EU0839'EDGE OF LAKE HAVASU, IN TOP OF THE EAST END OF A 3 BY 4 FT. BOULDER
 EU0839'ON THE WEST EDGE OF A PARKING AREA AND ON THE EAST BASE OF A ROCKY
 EU0839'SLOPE, 65 FT. WEST OF THE CENTERLINE OF THE ROAD.
 EU0839'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0171 ***********************************************************************
 GQ0171  DESIGNATION -  Y 358
 GQ0171  PID         -  GQ0171
 GQ0171  STATE/COUNTY-  AZ/MOHAVE
 GQ0171  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0171
 GQ0171                         *CURRENT SURVEY CONTROL
 GQ0171  ___________________________________________________________________
 GQ0171* NAD 83(1986)-  36 55 41.     (N)    113 49 56.     (W)     SCALED    
 GQ0171* NAVD 88     -       598.202  (meters)    1962.60   (feet)  POSTED    
 GQ0171  ___________________________________________________________________
 GQ0171  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 GQ0171  DYNAMIC HT  -         597.590 (meters)    1960.59  (feet)  COMP
 GQ0171  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 GQ0171
 GQ0171  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0171
 GQ0171.The horizontal coordinates were scaled from a topographic map and have
 GQ0171.an estimated accuracy of +/- 6 seconds.
 GQ0171
 GQ0171.The orthometric height was determined by differential leveling
 GQ0171.and adjusted by the  in 1992.
 GQ0171.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0171.rate of 1.1 thru 2.0 mm/km.
 GQ0171
 GQ0171.The geoid height was determined by GEOID03.
 GQ0171
 GQ0171.The dynamic height is computed by dividing the NAVD 88
 GQ0171.geopotential number by the normal gravity value computed on the
 GQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0171.degrees latitude (g = 980.6199 gals.).
 GQ0171
 GQ0171.The modeled gravity was interpolated from observed gravity values.
 GQ0171
 GQ0171;                    North         East    Units  Estimated Accuracy
 GQ0171;SPC AZ W     -   657,510.      206,040.      MT  (+/- 180 meters Scaled)
 GQ0171
 GQ0171                          SUPERSEDED SURVEY CONTROL
 GQ0171
 GQ0171  NGVD 29 (??/??/92)  597.422  (m)         1960.04   (f) ADJ UNCH    2 0
 GQ0171
 GQ0171.Superseded values are not recommended for survey control.
 GQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0171.See file dsdata.txt to determine how the superseded data were derived.
 GQ0171
 GQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF477906(NAD 83)
 GQ0171_MARKER: DB = BENCH MARK DISK
 GQ0171_SETTING: 80 = SET IN A BOULDER
 GQ0171_SP_SET: BOULDER
 GQ0171_STAMPING: Y 358 1960
 GQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0171+STABILITY: SURFACE MOTION
 GQ0171
 GQ0171  HISTORY     - Date     Condition        Report By
 GQ0171  HISTORY     - 1960     MONUMENTED       CGS
 GQ0171  HISTORY     - 1979     MARK NOT FOUND   USGS
 GQ0171
 GQ0171                          STATION DESCRIPTION
 GQ0171
 GQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GQ0171'6.9 MI NE FROM LITTLEFIELD.
 GQ0171'0.1 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, ON A
 GQ0171'BLACKTOP ROAD TO A TRAIL ROAD LEADING NORTHEAST, THENCE 3.5 MILES
 GQ0171'NORTHEAST ON A TRAIL ROAD CROSSING THE VIRGIN RIVER TO STATION BEAVER,
 GQ0171'THENCE 1.1 MILES NORTHEAST TO THE MOUTH OF THE GORGE OF THE RIVER,
 GQ0171'THENCE 2.2 MILES NORTHEAST FOLLOWING THE RIVER BED TO THE MARK
 GQ0171'CEMENTED IN A BOULDER ON THE EAST TIP OF A CLIFF WHERE THE RIVER MAKES
 GQ0171'A BEND.
 GQ0171
 GQ0171                          STATION RECOVERY (1979)
 GQ0171
 GQ0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GQ0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0783 ***********************************************************************
 DV0783  DESIGNATION -  Y 360
 DV0783  PID         -  DV0783
 DV0783  STATE/COUNTY-  AZ/MARICOPA
 DV0783  USGS QUAD   -  HASSAYAMPA (1978)
 DV0783
 DV0783                         *CURRENT SURVEY CONTROL
 DV0783  ___________________________________________________________________
 DV0783* NAD 83(1992)-  33 20 28.63968(N)    112 44 18.04398(W)     ADJUSTED  
 DV0783* NAVD 88     -       284.763  (meters)     934.26   (feet)  ADJUSTED  
 DV0783  ___________________________________________________________________
 DV0783  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DV0783  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV0783  DYNAMIC HT  -         284.433 (meters)     933.18  (feet)  COMP
 DV0783  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 DV0783
 DV0783  HORZ ORDER  -  SECOND
 DV0783  VERT ORDER  -  FIRST     CLASS II
 DV0783
 DV0783.The horizontal coordinates were established by classical geodetic methods
 DV0783.and adjusted by the National Geodetic Survey in August 1993.
 DV0783
 DV0783.The orthometric height was determined by differential leveling
 DV0783.and adjusted in June 1991.
 DV0783
 DV0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0783
 DV0783.The geoid height was determined by GEOID03.
 DV0783
 DV0783.The dynamic height is computed by dividing the NAVD 88
 DV0783.geopotential number by the normal gravity value computed on the
 DV0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0783.degrees latitude (g = 980.6199 gals.).
 DV0783
 DV0783.The modeled gravity was interpolated from observed gravity values.
 DV0783
 DV0783;                    North         East     Units Scale Factor Converg.
 DV0783;SPC AZ C     -   259,900.690   136,875.069   MT  0.99997210   -0 27 05.9
 DV0783;SPC AZ C     -   852,692.55    449,065.19   iFT  0.99997210   -0 27 05.9
 DV0783;UTM  12      - 3,690,472.349   338,229.180   MT  0.99992265   -0 57 20.3
 DV0783
 DV0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0783!SPC AZ C     -   0.99996015  x   0.99997210  =   0.99993225
 DV0783!UTM  12      -   0.99996015  x   0.99992265  =   0.99988281
 DV0783
 DV0783                          SUPERSEDED SURVEY CONTROL
 DV0783
 DV0783  NAD 83(1986)-  33 20 28.63309(N)    112 44 18.04938(W) AD(       ) 2
 DV0783  NAD 27      -  33 20 28.48291(N)    112 44 15.43590(W) AD(       ) 2
 DV0783  NGVD 29 (??/??/92)  284.128  (m)          932.18   (f) ADJ UNCH    1 2
 DV0783
 DV0783.Superseded values are not recommended for survey control.
 DV0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0783.See file dsdata.txt to determine how the superseded data were derived.
 DV0783
 DV0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB3822990472(NAD 83)
 DV0783_MARKER: DB = BENCH MARK DISK
 DV0783_SETTING: 66 = SET IN ROCK OUTCROP
 DV0783_SP_SET: ROCK OUTCROP
 DV0783_STAMPING: Y 360 1967
 DV0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0783+STABILITY: POSITION/ELEVATION WELL
 DV0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0783+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DV0783
 DV0783  HISTORY     - Date     Condition        Report By
 DV0783  HISTORY     - 1967     MONUMENTED       CGS
 DV0783  HISTORY     - 1981     GOOD             NGS
 DV0783  HISTORY     - 20001226 GOOD             NGS
 DV0783  HISTORY     - 20060128 GOOD             USPSQD
 DV0783  HISTORY     - 20070413 GOOD             GEOCAC
 DV0783
 DV0783                          STATION DESCRIPTION
 DV0783
 DV0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0783'1.8 MI NE FROM ARLINGTON.
 DV0783'1.8 MILES NORTHEAST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0783'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, OR ABOUT 0.9
 DV0783'MILE SOUTHWEST ALONG ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0783'HIGHWAY 80, FROM THE CHEVRON SERVICE STATION AND STORE AT HASSAYAMPA,
 DV0783'IN SECTION 14, T 1 S, R 5 W, 59 1/2 FEET NORTHWEST OF THE CENTER LINE
 DV0783'OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 4
 DV0783'INCHES ABOVE THE GROUND, 1 1/2 TELEPHONE POLES SOUTHWEST OF THE CREST
 DV0783'OF A GRADE, 104 1/2 NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE
 DV0783'NUMBER 11-2, 8 1/2 FEET NORTHWEST OF A FENCE, AND ABOUT 2 FEET ABOVE
 DV0783'THE LEVEL OF THE HIGHWAY.
 DV0783
 DV0783                          STATION RECOVERY (1981)
 DV0783
 DV0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0783'RECOVERED IN GOOD CONDITION.
 DV0783
 DV0783                          STATION RECOVERY (2000)
 DV0783
 DV0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DHM)
 DV0783'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION, REFERENCE
 DV0783'DISTANCES, ETC. WERE NOT VERIFIED.
 DV0783
 DV0783                          STATION RECOVERY (2006)
 DV0783
 DV0783'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0783'RECOVERED AS DESCRIBED.
 DV0783
 DV0783                          STATION RECOVERY (2007)
 DV0783
 DV0783'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0788 ***********************************************************************
 DV0788  DESIGNATION -  Y 361
 DV0788  PID         -  DV0788
 DV0788  STATE/COUNTY-  AZ/MARICOPA
 DV0788  USGS QUAD   -  ARLINGTON (1984)
 DV0788
 DV0788                         *CURRENT SURVEY CONTROL
 DV0788  ___________________________________________________________________
 DV0788* NAD 83(1986)-  33 19 00.     (N)    112 46 47.     (W)     SCALED    
 DV0788* NAVD 88     -       242.533  (meters)     795.71   (feet)  ADJUSTED  
 DV0788  ___________________________________________________________________
 DV0788  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DV0788  DYNAMIC HT  -         242.254 (meters)     794.79  (feet)  COMP
 DV0788  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 DV0788
 DV0788  VERT ORDER  -  FIRST     CLASS II
 DV0788
 DV0788.The horizontal coordinates were scaled from a topographic map and have
 DV0788.an estimated accuracy of +/- 6 seconds.
 DV0788
 DV0788.The orthometric height was determined by differential leveling
 DV0788.and adjusted in June 1991.
 DV0788
 DV0788.The geoid height was determined by GEOID03.
 DV0788
 DV0788.The dynamic height is computed by dividing the NAVD 88
 DV0788.geopotential number by the normal gravity value computed on the
 DV0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0788.degrees latitude (g = 980.6199 gals.).
 DV0788
 DV0788.The modeled gravity was interpolated from observed gravity values.
 DV0788
 DV0788;                    North         East    Units  Estimated Accuracy
 DV0788;SPC AZ C     -   257,200.      133,000.      MT  (+/- 180 meters Scaled)
 DV0788
 DV0788                          SUPERSEDED SURVEY CONTROL
 DV0788
 DV0788  NGVD 29 (??/??/92)  241.903  (m)          793.64   (f) ADJ UNCH    1 2
 DV0788
 DV0788.Superseded values are not recommended for survey control.
 DV0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0788.See file dsdata.txt to determine how the superseded data were derived.
 DV0788
 DV0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB343878(NAD 83)
 DV0788_MARKER: DB = BENCH MARK DISK
 DV0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0788_STAMPING: Y 361 1967
 DV0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0788+STABILITY: SURFACE MOTION
 DV0788
 DV0788  HISTORY     - Date     Condition        Report By
 DV0788  HISTORY     - 1967     MONUMENTED       CGS
 DV0788  HISTORY     - 1981     GOOD             NGS
 DV0788  HISTORY     - 20070413 GOOD             GEOCAC
 DV0788
 DV0788                          STATION DESCRIPTION
 DV0788
 DV0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0788'1.1 MI SW FROM ARLINGTON.
 DV0788'1.1 MILES SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S.
 DV0788'HIGHWAY 80, FROM THE STORE AND POST OFFICE AT ARLINGTON, IN SECTION
 DV0788'28, T 1 S, R 5 W, ABOUT 1.0 MILE NORTHEAST OF THE ARLINGTON BAPTIST
 DV0788'CHURCH, 138 YARDS NORTHEAST OF A ROAD INTERSECTION, 47 FEET NORTHWEST
 DV0788'OF THE CENTER LINE OF THE HIGHWAY, 8 1/2 FEET SOUTHWEST OF A TELEPHONE
 DV0788'POLE WHICH IS THE 2ND POLE SOUTHWEST OF A CATTLE LOADING CHUTE, 2 FEET
 DV0788'SOUTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST,
 DV0788'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 DV0788'CONCRETE POST PROJECTING 5 INCHES.
 DV0788
 DV0788                          STATION RECOVERY (1981)
 DV0788
 DV0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0788'RECOVERED IN GOOD CONDITION.
 DV0788
 DV0788                          STATION RECOVERY (2007)
 DV0788
 DV0788'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0788'RECOVERED AS DESCRIBED, EXCEPT THAT THE POLE REFERENCED IN THE 1967
 DV0788'TO-REACH HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0018 ***********************************************************************
 DA0018  DESIGNATION -  Y 362
 DA0018  PID         -  DA0018
 DA0018  STATE/COUNTY-  AZ/MARICOPA
 DA0018  USGS QUAD   -  ESTRELLA (1979)
 DA0018
 DA0018                         *CURRENT SURVEY CONTROL
 DA0018  ___________________________________________________________________
 DA0018* NAD 83(1986)-  32 59 48.     (N)    112 26 05.     (W)     SCALED    
 DA0018* NAVD 88     -       460.992  (meters)    1512.44   (feet)  ADJUSTED  
 DA0018  ___________________________________________________________________
 DA0018  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DA0018  DYNAMIC HT  -         460.432 (meters)    1510.60  (feet)  COMP
 DA0018  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 DA0018
 DA0018  VERT ORDER  -  FIRST     CLASS II
 DA0018
 DA0018.The horizontal coordinates were scaled from a topographic map and have
 DA0018.an estimated accuracy of +/- 6 seconds.
 DA0018
 DA0018.The orthometric height was determined by differential leveling
 DA0018.and adjusted in June 1991.
 DA0018
 DA0018.The geoid height was determined by GEOID03.
 DA0018
 DA0018.The dynamic height is computed by dividing the NAVD 88
 DA0018.geopotential number by the normal gravity value computed on the
 DA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0018.degrees latitude (g = 980.6199 gals.).
 DA0018
 DA0018.The modeled gravity was interpolated from observed gravity values.
 DA0018
 DA0018;                    North         East    Units  Estimated Accuracy
 DA0018;SPC AZ C     -   221,500.      164,950.      MT  (+/- 180 meters Scaled)
 DA0018
 DA0018                          SUPERSEDED SURVEY CONTROL
 DA0018
 DA0018  NGVD 29 (??/??/92)  460.347  (m)         1510.32   (f) ADJ UNCH    1 2
 DA0018
 DA0018.Superseded values are not recommended for survey control.
 DA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0018.See file dsdata.txt to determine how the superseded data were derived.
 DA0018
 DA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB659518(NAD 83)
 DA0018_MARKER: DB = BENCH MARK DISK
 DA0018_SETTING: 66 = SET IN ROCK OUTCROP
 DA0018_SP_SET: ROCK OUTCROP
 DA0018_STAMPING: Y 362 1967
 DA0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0018+STABILITY: POSITION/ELEVATION WELL
 DA0018
 DA0018  HISTORY     - Date     Condition        Report By
 DA0018  HISTORY     - 1967     MONUMENTED       CGS
 DA0018  HISTORY     - 1980     GOOD             NGS
 DA0018  HISTORY     - 1980     GOOD             NGS
 DA0018
 DA0018                          STATION DESCRIPTION
 DA0018
 DA0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0018'11.15 MI W FROM MOBILE.
 DA0018'10.8 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0018'ELEMENTARY SCHOOL AT MOBILE, THENCE 0.35 MILE NORTHEAST,
 DA0018'CROSS-COUNTRY, TO THE FOOT OF A ROCK STROWN HILL, 312 YARDS NORTH OF
 DA0018'THE NORTH RAIL OF THE TRACKS, 289 YARDS NORTH OF THE CENTER LINE OF A
 DA0018'GRAVELED ROAD, SET IN THE TOP OF A 5- X 6-FOOT ROCK OUTCROP PROJECTING
 DA0018'2 1/2 FEET, 9 1/2 FEET NORTHWEST OF A LARGE BOULDER, AND 239 YARDS
 DA0018'EAST OF BENCH MARK X 362.
 DA0018
 DA0018                          STATION RECOVERY (1980)
 DA0018
 DA0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0018'RECOVERED IN GOOD CONDITION.
 DA0018
 DA0018                          STATION RECOVERY (1980)
 DA0018
 DA0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1054 ***********************************************************************
 CZ1054  DESIGNATION -  Y 363
 CZ1054  PID         -  CZ1054
 CZ1054  STATE/COUNTY-  AZ/PINAL
 CZ1054  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1054
 CZ1054                         *CURRENT SURVEY CONTROL
 CZ1054  ___________________________________________________________________
 CZ1054* NAD 83(1986)-  32 43 32.     (N)    111 30 47.     (W)     SCALED    
 CZ1054* NAVD 88     -       485.579  (meters)    1593.10   (feet)  ADJUSTED  
 CZ1054  ___________________________________________________________________
 CZ1054  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CZ1054  DYNAMIC HT  -         484.961 (meters)    1591.08  (feet)  COMP
 CZ1054  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 CZ1054  OBS GRAVITY -     979,352.5   (mgal)                       GRAV_OBS
 CZ1054
 CZ1054  VERT ORDER  -  FIRST     CLASS II
 CZ1054
 CZ1054.The horizontal coordinates were scaled from a topographic map and have
 CZ1054.an estimated accuracy of +/- 6 seconds.
 CZ1054
 CZ1054.The orthometric height was determined by differential leveling
 CZ1054.and adjusted in November 1993.
 CZ1054
 CZ1054.The geoid height was determined by GEOID03.
 CZ1054
 CZ1054.The dynamic height is computed by dividing the NAVD 88
 CZ1054.geopotential number by the normal gravity value computed on the
 CZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1054.degrees latitude (g = 980.6199 gals.).
 CZ1054
 CZ1054.The modeled gravity was interpolated from observed gravity values.
 CZ1054.The observed gravity was obtained from relative gravimeter ties
 CZ1054.to the IGSN71 gravity network.
 CZ1054
 CZ1054;                    North         East    Units  Estimated Accuracy
 CZ1054;SPC AZ C     -   191,390.      251,190.      MT  (+/- 180 meters Scaled)
 CZ1054
 CZ1054                          SUPERSEDED SURVEY CONTROL
 CZ1054
 CZ1054  NAVD 88 (06/15/91)  485.867  (m)         1594.05   (f) UNKNOWN     1 2
 CZ1054
 CZ1054.Superseded values are not recommended for survey control.
 CZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1054.See file dsdata.txt to determine how the superseded data were derived.
 CZ1054
 CZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB519209(NAD 83)
 CZ1054_MARKER: DB = BENCH MARK DISK
 CZ1054_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1054_SP_SET: ABUTMENT
 CZ1054_STAMPING: Y 363 1967
 CZ1054_MARK LOGO: CGS   
 CZ1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1054+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
 CZ1054
 CZ1054  HISTORY     - Date     Condition        Report By
 CZ1054  HISTORY     - 1967     MONUMENTED       CGS
 CZ1054  HISTORY     - 1980     GOOD             NGS
 CZ1054  HISTORY     - 1980     GOOD             NGS
 CZ1054  HISTORY     - 1984     GOOD             NGS
 CZ1054  HISTORY     - 19911205 GOOD             NGS
 CZ1054
 CZ1054                          STATION DESCRIPTION
 CZ1054
 CZ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1054'1.2 MI NW FROM PICACHO.
 CZ1054'ABOUT 1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1054'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN S 15, T 8 S, R 8 E, 21
 CZ1054'POLES NORTHWEST OF MILEPOST 937, 6 POLES SOUTHEAST OF THE STATE
 CZ1054'HIGHWAY 87 OVERPASS FOR THE RAILROAD, 0.1 MILE SOUTHEAST OF THE
 CZ1054'NORTHWEST POINT OF A TRIANGULAR JUNCTION OF TWO TRACKS, 6 FEET
 CZ1054'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF
 CZ1054'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER
 CZ1054'936.31, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CZ1054
 CZ1054                          STATION RECOVERY (1980)
 CZ1054
 CZ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1054'THE MARK IS 0.4 M BELOW THE TRACKS.
 CZ1054'28.0 KILOMETERS (17.45 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1054'RAILROAD FROM THE STATION AT CASA GRANDE, 0.25 KILOMETER (0.15 MILE)
 CZ1054'SOUTHEAST OF THE OVERPASS BRIDGE OVER THE RAILROAD, SET IN TOP OF THE
 CZ1054'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE 936.31,
 CZ1054'1.8 METERS (6 FEET) NORTHEAST OF THE NORTHEAST RAIL AND 0.45 METER
 CZ1054'(1.5 FEET) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 CZ1054
 CZ1054                          STATION RECOVERY (1980)
 CZ1054
 CZ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CZ1054'THE MARK IS 0.4 M BELOW THE TRACKS.
 CZ1054'28.0 KILOMETERS (17.45 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1054'RAILROAD FROM THE STATION AT CASA GRANDE, 0.25 KILOMETER (0.15 MILE)
 CZ1054'SOUTHEAST OF THE OVERPASS BRIDGE OVER THE RAILROAD, SET IN TOP OF THE
 CZ1054'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE 936.31,
 CZ1054'1.8 METERS (6 FEET) NORTHEAST OF THE NORTHEAST RAIL AND 0.45 METER
 CZ1054'(1.5 FEET) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 CZ1054
 CZ1054                          STATION RECOVERY (1984)
 CZ1054
 CZ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CZ1054'RECOVERED IN GOOD CONDITION.
 CZ1054
 CZ1054                          STATION RECOVERY (1991)
 CZ1054
 CZ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1054'0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1054'ELOY, THENCE 4.9 KM (3.05 MI) SOUTHEASTERLY ALONG THE SOUTHERN
 CZ1054'PACIFIC RAILROAD, IN TOP OF AND 2.5 M (8.2 FT) SOUTHWEST OF THE
 CZ1054'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 CZ1054'NUMBER 936.31, 2.1 M (6.9 FT) NORTHEAST OF THE NEAR RAIL, AND 0.6 M
 CZ1054'(2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0702 ***********************************************************************
 DU0702  DESIGNATION -  Y 364
 DU0702  PID         -  DU0702
 DU0702  STATE/COUNTY-  AZ/MARICOPA
 DU0702  USGS QUAD   -  BUCKHORN (1982)
 DU0702
 DU0702                         *CURRENT SURVEY CONTROL
 DU0702  ___________________________________________________________________
 DU0702* NAD 83(1986)-  33 22 46.     (N)    111 40 15.     (W)     SCALED    
 DU0702* NAVD 88     -       420.994  (meters)    1381.21   (feet)  ADJUSTED  
 DU0702  ___________________________________________________________________
 DU0702  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU0702  DYNAMIC HT  -         420.489 (meters)    1379.55  (feet)  COMP
 DU0702  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 DU0702  OBS GRAVITY -     979,425.9   (mgal)                       GRAV_OBS
 DU0702
 DU0702  VERT ORDER  -  FIRST     CLASS II
 DU0702
 DU0702.The horizontal coordinates were scaled from a topographic map and have
 DU0702.an estimated accuracy of +/- 6 seconds.
 DU0702
 DU0702.The orthometric height was determined by differential leveling
 DU0702.and adjusted in November 1993.
 DU0702
 DU0702.The geoid height was determined by GEOID03.
 DU0702
 DU0702.The dynamic height is computed by dividing the NAVD 88
 DU0702.geopotential number by the normal gravity value computed on the
 DU0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0702.degrees latitude (g = 980.6199 gals.).
 DU0702
 DU0702.The modeled gravity was interpolated from observed gravity values.
 DU0702.The observed gravity was obtained from relative gravimeter ties
 DU0702.to the IGSN71 gravity network.
 DU0702
 DU0702;                    North         East    Units  Estimated Accuracy
 DU0702;SPC AZ C     -   263,860.      236,230.      MT  (+/- 180 meters Scaled)
 DU0702
 DU0702                          SUPERSEDED SURVEY CONTROL
 DU0702
 DU0702  NGVD 29 (??/??/92)  420.741  (m)         1380.38   (f) ADJ UNCH    1 2
 DU0702
 DU0702.Superseded values are not recommended for survey control.
 DU0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0702.See file dsdata.txt to determine how the superseded data were derived.
 DU0702
 DU0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB376935(NAD 83)
 DU0702_MARKER: DB = BENCH MARK DISK
 DU0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0702_SP_SET: FOUNDATION
 DU0702_STAMPING: Y 364 1967
 DU0702_MARK LOGO: CGS   
 DU0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0702+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 DU0702
 DU0702  HISTORY     - Date     Condition        Report By
 DU0702  HISTORY     - 1967     MONUMENTED       CGS
 DU0702  HISTORY     - 19920120 GOOD             NGS
 DU0702  HISTORY     - 20070209 MARK NOT FOUND   GEOCAC
 DU0702
 DU0702                          STATION DESCRIPTION
 DU0702
 DU0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0702'4.4 MI SE FROM BUCKHORN.
 DU0702'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0702'POST OFFICE AT BUCKHORN, THENCE 2.6 MILES SOUTH ALONG POWERS ROAD,
 DU0702'THENCE 0.8 MILE EAST ALONG BASELINE ROAD, IN S 6, T 1 S, R 7 E, AT THE
 DU0702'JUNCTION OF BASELINE AND SOSSAMAN ROADS, 91 FEET SOUTH OF THE CENTER
 DU0702'LINE OF BASELINE ROAD, 40 FEET WEST OF THE CENTER LINE OF SOSSAMAN
 DU0702'ROAD, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE JUNCTION
 DU0702'BOX OF THE EAST-WEST IRRIGATION DITCH AND AN IRRIGATION DITCH WHICH
 DU0702'LEADS SOUTH, 63 FEET SOUTHWEST OF BENCH MARK Z 281, AND ABOUT LEVEL
 DU0702'WITH SOSSAMAN ROAD.
 DU0702
 DU0702                          STATION RECOVERY (1992)
 DU0702
 DU0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0702'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU0702'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, THENCE
 DU0702'4.1 KM (2.55 MI) SOUTHERLY ALONG SOUTH POWERS ROAD, THENCE 1.6 KM
 DU0702'(1.00 MI) EASTERLY ALONG EAST BASELINE ROAD, NEAR THE NORTHEAST
 DU0702'CORNER OF A CONCRETE BOX AT THE JUNCTION OF THREE DITCHES, 68.6 M
 DU0702'(225.1 FT) EAST OF THE EXTENDED CENTERLINE OF SOUTH 74TH STREET, 28.1
 DU0702'M (92.2 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 DU0702'LANE OF THE ROAD, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 DU0702
 DU0702                          STATION RECOVERY (2007)
 DU0702
 DU0702'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DU0702'DID NOT FIND THE MARK. A LANDSCAPED HOUSING DEVELOPMENT IS NOW LOCATED
 DU0702'92.2 FEET SOUTH OF EASTBOUND AND WESTBOUND LANES OF BASELINE ROAD. THE
 DU0702'IRRIGATION DITCHES AND WITNESS POST WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1096 ***********************************************************************
 DU1096  DESIGNATION -  Y 365
 DU1096  PID         -  DU1096
 DU1096  STATE/COUNTY-  AZ/MARICOPA
 DU1096  USGS QUAD   -  PARADISE VALLEY (1982)
 DU1096
 DU1096                         *CURRENT SURVEY CONTROL
 DU1096  ___________________________________________________________________
 DU1096* NAD 83(1986)-  33 31 26.     (N)    111 54 55.     (W)     SCALED    
 DU1096* NAVD 88     -       390.37   (+/-2cm)    1280.7    (feet)  VERTCON   
 DU1096  ___________________________________________________________________
 DU1096  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DU1096  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU1096
 DU1096.The horizontal coordinates were scaled from a topographic map and have
 DU1096.an estimated accuracy of +/- 6 seconds.
 DU1096
 DU1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1096.The vertical order pertains to the NGVD 29 superseded value.
 DU1096
 DU1096.The geoid height was determined by GEOID03.
 DU1096
 DU1096;                    North         East    Units  Estimated Accuracy
 DU1096;SPC AZ C     -   279,850.      213,490.      MT  (+/- 180 meters Scaled)
 DU1096
 DU1096                          SUPERSEDED SURVEY CONTROL
 DU1096
 DU1096  NGVD 29 (??/??/92)  389.837  (m)         1278.99   (f) ADJ UNCH    1 2
 DU1096
 DU1096.Superseded values are not recommended for survey control.
 DU1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1096.See file dsdata.txt to determine how the superseded data were derived.
 DU1096
 DU1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC150097(NAD 83)
 DU1096_MARKER: DB = BENCH MARK DISK
 DU1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1096_SP_SET: STRUCTURE
 DU1096_STAMPING: Y 365 1967
 DU1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1096
 DU1096  HISTORY     - Date     Condition        Report By
 DU1096  HISTORY     - 1967     MONUMENTED       CGS
 DU1096  HISTORY     - 1971     GOOD             NGS
 DU1096  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU1096  HISTORY     - 20070628 MARK NOT FOUND   GEOCAC
 DU1096
 DU1096                          STATION DESCRIPTION
 DU1096
 DU1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU1096'3.1 MI NE FROM SCOTTSDALE.
 DU1096'ABOUT 2.5 MILES NORTH ALONG NORTH SCOTTSDALE ROAD FROM THE POST OFFICE
 DU1096'AT SCOTTSDALE, THENCE 0.6 MILE EAST ALONG MACDONALD DRIVE, NORTHEAST
 DU1096'OF THE INTERSECTION OF MACDONALD DRIVE AND A DIRT ROAD WHICH PARALLELS
 DU1096'THE EAST SIDE OF THE ARIZONA CANAL, 43 FEET NORTH OF THE CENTER LINE
 DU1096'OF MACDONALD DRIVE, 46 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD
 DU1096'ALONG THE CANAL, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 DU1096'CONCRETE STRUCTURE SUPPORTING A FLOODGATE, 5 1/2 FEET SOUTH OF A CHAIN
 DU1096'LINK FENCE WHICH ENCLOSES AN IRRIGATION WELL, ABOUT 16 INCHES ABOVE
 DU1096'THE LEVEL OF THE GROUND, AND ABOUT 3 FEET BELOW THE LEVEL OF MACDONALD
 DU1096'DRIVE.
 DU1096
 DU1096                          STATION RECOVERY (1971)
 DU1096
 DU1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DU1096'RECOVERED IN GOOD CONDITION.
 DU1096
 DU1096                          STATION RECOVERY (1981)
 DU1096
 DU1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU1096'BELIEVED DESTROYED WHEN A NEW FLOODGATE WAS BUILT.
 DU1096
 DU1096                          STATION RECOVERY (2007)
 DU1096
 DU1096'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1096'THERE IS NO LONGER A FLOODGATE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0051 ***********************************************************************
 DV0051  DESIGNATION -  Y 366
 DV0051  PID         -  DV0051
 DV0051  STATE/COUNTY-  AZ/MARICOPA
 DV0051  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0051
 DV0051                         *CURRENT SURVEY CONTROL
 DV0051  ___________________________________________________________________
 DV0051* NAD 83(1986)-  33 38 19.     (N)    112 10 08.     (W)     SCALED    
 DV0051* NAVD 88     -       387.61   (+/-2cm)    1271.7    (feet)  VERTCON   
 DV0051  ___________________________________________________________________
 DV0051  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0051  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0051
 DV0051.The horizontal coordinates were scaled from a topographic map and have
 DV0051.an estimated accuracy of +/- 6 seconds.
 DV0051
 DV0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0051.The vertical order pertains to the NGVD 29 superseded value.
 DV0051
 DV0051.The geoid height was determined by GEOID03.
 DV0051
 DV0051;                    North         East    Units  Estimated Accuracy
 DV0051;SPC AZ C     -   292,600.      189,960.      MT  (+/- 180 meters Scaled)
 DV0051
 DV0051                          SUPERSEDED SURVEY CONTROL
 DV0051
 DV0051  NGVD 29 (??/??/92)  387.049  (m)         1269.84   (f) ADJ UNCH    1 2
 DV0051
 DV0051.Superseded values are not recommended for survey control.
 DV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0051.See file dsdata.txt to determine how the superseded data were derived.
 DV0051
 DV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC915227(NAD 83)
 DV0051_MARKER: DB = BENCH MARK DISK
 DV0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0051_STAMPING: Y 366 1967
 DV0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0051+STABILITY: SURFACE MOTION
 DV0051
 DV0051  HISTORY     - Date     Condition        Report By
 DV0051  HISTORY     - 1967     MONUMENTED       CGS
 DV0051  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0051
 DV0051                          STATION DESCRIPTION
 DV0051
 DV0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0051'9.75 MI NE FROM GLENDALE.
 DV0051'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0051'GLENDALE, THENCE 6.95 MILES NORTH ALONG NORTH 43RD AVENUE, THENCE 1.0
 DV0051'MILE WEST ALONG BELL ROAD, IN SECTION 4, T 3 N, R 2 E, 79 FEET
 DV0051'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF BELL ROAD AND NORTH
 DV0051'51ST AVENUE, 57 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET
 DV0051'EAST OF THE CENTER LINE OF THE AVENUE, 71 FEET NORTHWEST OF THE
 DV0051'NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE, 7 FEET EAST OF A FENCE
 DV0051'CORNER POST FOR A CHAIN LINK FENCE, 1 FOOT NORTH OF A CHAIN LINK
 DV0051'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF BELL ROAD, AND SET IN THE TOP
 DV0051'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 DV0051
 DV0051                          STATION RECOVERY (1981)
 DV0051
 DV0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0051'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0052 ***********************************************************************
 DV0052  DESIGNATION -  Y 366 RESET
 DV0052  PID         -  DV0052
 DV0052  STATE/COUNTY-  AZ/MARICOPA
 DV0052  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0052
 DV0052                         *CURRENT SURVEY CONTROL
 DV0052  ___________________________________________________________________
 DV0052* NAD 83(1986)-  33 38 20.     (N)    112 10 08.     (W)     SCALED    
 DV0052* NAVD 88     -       387.48   (+/-2cm)    1271.3    (feet)  VERTCON   
 DV0052  ___________________________________________________________________
 DV0052  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DV0052  VERT ORDER  -  THIRD (See Below)
 DV0052
 DV0052.The horizontal coordinates were scaled from a topographic map and have
 DV0052.an estimated accuracy of +/- 6 seconds.
 DV0052
 DV0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0052.The vertical order pertains to the NGVD 29 superseded value.
 DV0052
 DV0052.The geoid height was determined by GEOID03.
 DV0052
 DV0052;                    North         East    Units  Estimated Accuracy
 DV0052;SPC AZ C     -   292,630.      189,960.      MT  (+/- 180 meters Scaled)
 DV0052
 DV0052                          SUPERSEDED SURVEY CONTROL
 DV0052
 DV0052  NGVD 29 (03/28/06)  386.93   (m)         1269.5    (f) RESET       3  
 DV0052
 DV0052.Superseded values are not recommended for survey control.
 DV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0052.See file dsdata.txt to determine how the superseded data were derived.
 DV0052
 DV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC915227(NAD 83)
 DV0052_MARKER: DB = BENCH MARK DISK
 DV0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0052_SP_SET: CURB
 DV0052_STAMPING: Y 366 RESET 1976
 DV0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0052
 DV0052  HISTORY     - Date     Condition        Report By
 DV0052  HISTORY     - 1976     MONUMENTED       NGS
 DV0052  HISTORY     - 20060324 MARK NOT FOUND   USPSQD
 DV0052  HISTORY     - 20061023 MARK NOT FOUND   GEOCAC
 DV0052  HISTORY     - 20061023 MARK NOT FOUND   GEOCAC
 DV0052
 DV0052                          STATION DESCRIPTION
 DV0052
 DV0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DV0052'IN PHOENIX.
 DV0052'TRAVEL WEST ALONG BELL ROAD FROM THE BLACK CANYON FREEWAY IN NORTHERN
 DV0052'PHOENIX TO 51ST AVENUE AND THE MARK ON THE RIGHT.  SET IN A DRILL HOLE
 DV0052'IN THE NORTH CURB ALONG BELL ROAD, 107 1/2 FEET EAST OF THE CENTERLINE
 DV0052'OF 51ST AVENUE AND 21 FEET NORTH OF THE CENTERLINE OF BELL ROAD WHICH
 DV0052'WILL SOON BE THE CENTERLINE OF THE WEST BOUND LANE OF BELL ROAD.
 DV0052
 DV0052                          STATION RECOVERY (2006)
 DV0052
 DV0052'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV0052'MARK NOT FOUND.
 DV0052
 DV0052                          STATION RECOVERY (2006)
 DV0052
 DV0052'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0052'INDEED, THE DESCRIBED LOCATION IS NOW THE MIDDLE OF THE WESTBOUND
 DV0052'LANES OF BELL ROAD.
 DV0052
 DV0052                          STATION RECOVERY (2006)
 DV0052
 DV0052'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0052'INDEED, THE DESCRIBED LOCATION IS NOW THE MIDDLE OF THE WESTBOUND
 DV0052'LANES OF BELL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0220 ***********************************************************************
 DA0220  DESIGNATION -  Y 37
 DA0220  PID         -  DA0220
 DA0220  STATE/COUNTY-  AZ/PIMA
 DA0220  USGS QUAD   -  VAINOM KUG (1990)
 DA0220
 DA0220                         *CURRENT SURVEY CONTROL
 DA0220  ___________________________________________________________________
 DA0220* NAD 83(1986)-  32 06 14.     (N)    112 01 16.     (W)     SCALED    
 DA0220* NAVD 88     -       671.32   (+/-2cm)    2202.5    (feet)  VERTCON   
 DA0220  ___________________________________________________________________
 DA0220  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DA0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0220
 DA0220.The horizontal coordinates were scaled from a topographic map and have
 DA0220.an estimated accuracy of +/- 6 seconds.
 DA0220
 DA0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0220.The vertical order pertains to the NGVD 29 superseded value.
 DA0220
 DA0220.The geoid height was determined by GEOID03.
 DA0220
 DA0220;                    North         East    Units  Estimated Accuracy
 DA0220;SPC AZ C     -   122,390.      203,500.      MT  (+/- 180 meters Scaled)
 DA0220
 DA0220                          SUPERSEDED SURVEY CONTROL
 DA0220
 DA0220  NGVD 29 (??/??/92)  670.638  (m)         2200.25   (f) ADJ UNCH    2 0
 DA0220
 DA0220.Superseded values are not recommended for survey control.
 DA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0220.See file dsdata.txt to determine how the superseded data were derived.
 DA0220
 DA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA036524(NAD 83)
 DA0220_MARKER: DB = BENCH MARK DISK
 DA0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0220_STAMPING: 2200.389 Y 37 1933
 DA0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0220+STABILITY: SURFACE MOTION
 DA0220
 DA0220  HISTORY     - Date     Condition        Report By
 DA0220  HISTORY     - 1933     MONUMENTED       CGS
 DA0220  HISTORY     - 1934     GOOD             NGS
 DA0220  HISTORY     - 19990106 GOOD             USPSQD
 DA0220
 DA0220                          STATION DESCRIPTION
 DA0220
 DA0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0220'16.9 MI NW FROM SELLS.
 DA0220'16.9 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 DA0220'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 8.4 MILES EAST OF
 DA0220'SAVAGES STORE (IN 1934), 66 FEET NORTH OF THE CENTERLINE OF THE
 DA0220'HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 DA0220'2200.389 Y 37 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 DA0220'INCHES ABOVE GROUND.
 DA0220
 DA0220                          STATION RECOVERY (1999)
 DA0220
 DA0220'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0775 ***********************************************************************
 CZ0775  DESIGNATION -  Y 38 RESET
 CZ0775  PID         -  CZ0775
 CZ0775  STATE/COUNTY-  AZ/PIMA
 CZ0775  USGS QUAD   -  THREE POINTS (1992)
 CZ0775
 CZ0775                         *CURRENT SURVEY CONTROL
 CZ0775  ___________________________________________________________________
 CZ0775* NAD 83(1986)-  32 04 31.     (N)    111 19 47.     (W)     SCALED    
 CZ0775* NAVD 88     -       770.96   (+/-2cm)    2529.4    (feet)  VERTCON   
 CZ0775  ___________________________________________________________________
 CZ0775  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0775  VERT ORDER  -  THIRD (See Below)
 CZ0775
 CZ0775.The horizontal coordinates were scaled from a topographic map and have
 CZ0775.an estimated accuracy of +/- 6 seconds.
 CZ0775
 CZ0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0775.The vertical order pertains to the NGVD 29 superseded value.
 CZ0775
 CZ0775.The geoid height was determined by GEOID03.
 CZ0775
 CZ0775;                    North         East    Units  Estimated Accuracy
 CZ0775;SPC AZ C     -   119,360.      268,770.      MT  (+/- 180 meters Scaled)
 CZ0775
 CZ0775                          SUPERSEDED SURVEY CONTROL
 CZ0775
 CZ0775  NGVD 29 (??/??/??)  770.27   (m)         2527.1    (f) RESET       3  
 CZ0775
 CZ0775.Superseded values are not recommended for survey control.
 CZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0775.See file dsdata.txt to determine how the superseded data were derived.
 CZ0775
 CZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA688488(NAD 83)
 CZ0775_MARKER: DB = BENCH MARK DISK
 CZ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0775_STAMPING: Y 38 RESET 1935
 CZ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0775+STABILITY: SURFACE MOTION
 CZ0775
 CZ0775  HISTORY     - Date     Condition        Report By
 CZ0775  HISTORY     - 1935     MONUMENTED       CGS
 CZ0775  HISTORY     - 1974     MARK NOT FOUND   USGS
 CZ0775  HISTORY     - 19950103 MARK NOT FOUND   USPSQD
 CZ0775
 CZ0775                          STATION DESCRIPTION
 CZ0775
 CZ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CZ0775'23.1 MI SW FROM TUCSON.
 CZ0775'23.1 MILES SOUTHWEST ALONG STATE HIGHWAY 86 FROM THE U.S. VERTERANS
 CZ0775'HOSPITAL AT TUCSON, PIMA COUNTY, 0.9 MILE WEST OF THREE POINTS
 CZ0775'(FOMERLY ROBLES RANCH) ON THE OLD AJO-TUCSON HIGHWAY, 0.7 MILE EAST OF
 CZ0775'A STEEL BRIDGE, 0.1 MILE EAST OF SAWYERS RANCH, 30 YARDS NORTH OF THE
 CZ0775'CENTER LINE OF THE HIGHWAY, AND 50 FEET NORTH OF A ROW OF POLES. A
 CZ0775'STANDARD DISK, STAMPED Y 38 RESET 1935 AND SET IN THE TOP OF A
 CZ0775'CONCRETE POST.
 CZ0775
 CZ0775                          STATION RECOVERY (1974)
 CZ0775
 CZ0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CZ0775'MARK NOT FOUND.
 CZ0775
 CZ0775                          STATION RECOVERY (1995)
 CZ0775
 CZ0775'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0297 ***********************************************************************
 FR0297  DESIGNATION -  Y 385
 FR0297  PID         -  FR0297
 FR0297  STATE/COUNTY-  AZ/COCONINO
 FR0297  USGS QUAD   -  TRINITY MTN (1981)
 FR0297
 FR0297                         *CURRENT SURVEY CONTROL
 FR0297  ___________________________________________________________________
 FR0297* NAD 83(1986)-  35 28 58.     (N)    112 50 48.     (W)     SCALED    
 FR0297* NAVD 88     -      1760.231  (meters)    5775.02   (feet)  POSTED    
 FR0297  ___________________________________________________________________
 FR0297  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 FR0297  DYNAMIC HT  -        1757.790 (meters)    5767.02  (feet)  COMP
 FR0297  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 FR0297
 FR0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0297
 FR0297.The horizontal coordinates were scaled from a topographic map and have
 FR0297.an estimated accuracy of +/- 6 seconds.
 FR0297
 FR0297.The orthometric height was determined by differential leveling
 FR0297.and adjusted by the  in 1992.
 FR0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0297.rate of 0.0 thru 1.0 mm/km.
 FR0297
 FR0297.The geoid height was determined by GEOID03.
 FR0297
 FR0297.The dynamic height is computed by dividing the NAVD 88
 FR0297.geopotential number by the normal gravity value computed on the
 FR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0297.degrees latitude (g = 980.6199 gals.).
 FR0297
 FR0297.The modeled gravity was interpolated from observed gravity values.
 FR0297
 FR0297;                    North         East    Units  Estimated Accuracy
 FR0297;SPC AZ C     -   497,530.      128,970.      MT  (+/- 180 meters Scaled)
 FR0297
 FR0297                          SUPERSEDED SURVEY CONTROL
 FR0297
 FR0297  NGVD 29 (??/??/92) 1759.221  (m)         5771.71   (f) ADJ UNCH    2 0
 FR0297
 FR0297.Superseded values are not recommended for survey control.
 FR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0297.See file dsdata.txt to determine how the superseded data were derived.
 FR0297
 FR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE324281(NAD 83)
 FR0297_MARKER: DB = BENCH MARK DISK
 FR0297_SETTING: 66 = SET IN ROCK OUTCROP
 FR0297_SP_SET: LAVA OUTCROP
 FR0297_STAMPING: Y 385 1968
 FR0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0297+STABILITY: POSITION/ELEVATION WELL
 FR0297
 FR0297  HISTORY     - Date     Condition        Report By
 FR0297  HISTORY     - 1968     MONUMENTED       CGS
 FR0297
 FR0297                          STATION DESCRIPTION
 FR0297
 FR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0297'13.5 MI N FROM SELIGMAN.
 FR0297'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0297'THE STATION AT SELIGMAN, THENCE 12.45 MILES NORTH ALONG A DIRT ROAD,
 FR0297'0.45 MILE NORTH OF THE CROSSING OF A WASH, 0.1 MILE NORTH OF A FENCE,
 FR0297'IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE
 FR0297'GROUND, 69 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF
 FR0297'A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0322 ***********************************************************************
 FR0322  DESIGNATION -  Y 386
 FR0322  PID         -  FR0322
 FR0322  STATE/COUNTY-  AZ/COCONINO
 FR0322  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0322
 FR0322                         *CURRENT SURVEY CONTROL
 FR0322  ___________________________________________________________________
 FR0322* NAD 83(1986)-  35 40 21.     (N)    112 48 26.     (W)     SCALED    
 FR0322* NAVD 88     -      1876.313  (meters)    6155.87   (feet)  POSTED    
 FR0322  ___________________________________________________________________
 FR0322  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 FR0322  DYNAMIC HT  -        1873.830 (meters)    6147.72  (feet)  COMP
 FR0322  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 FR0322
 FR0322  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0322
 FR0322.The horizontal coordinates were scaled from a topographic map and have
 FR0322.an estimated accuracy of +/- 6 seconds.
 FR0322
 FR0322.The orthometric height was determined by differential leveling
 FR0322.and adjusted by the  in 1992.
 FR0322.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0322.rate of 0.0 thru 1.0 mm/km.
 FR0322
 FR0322.The geoid height was determined by GEOID03.
 FR0322
 FR0322.The dynamic height is computed by dividing the NAVD 88
 FR0322.geopotential number by the normal gravity value computed on the
 FR0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0322.degrees latitude (g = 980.6199 gals.).
 FR0322
 FR0322.The modeled gravity was interpolated from observed gravity values.
 FR0322
 FR0322;                    North         East    Units  Estimated Accuracy
 FR0322;SPC AZ C     -   518,540.      132,740.      MT  (+/- 180 meters Scaled)
 FR0322
 FR0322                          SUPERSEDED SURVEY CONTROL
 FR0322
 FR0322  NGVD 29 (??/??/92) 1875.412  (m)         6152.91   (f) ADJ UNCH    2 0
 FR0322
 FR0322.Superseded values are not recommended for survey control.
 FR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0322.See file dsdata.txt to determine how the superseded data were derived.
 FR0322
 FR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE364491(NAD 83)
 FR0322_MARKER: DB = BENCH MARK DISK
 FR0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0322_SP_SET: FOUNDATION
 FR0322_STAMPING: Y 386 1968
 FR0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0322
 FR0322  HISTORY     - Date     Condition        Report By
 FR0322  HISTORY     - 1968     MONUMENTED       CGS
 FR0322
 FR0322                          STATION DESCRIPTION
 FR0322
 FR0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0322'32.35 MI N FROM SELIGMAN.
 FR0322'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0322'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0322'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 6.4 MILES EAST
 FR0322'ALONG A DIRT ROAD ALONG A POWER LINE, 2 TOWERS EAST OF BENCH MARK X
 FR0322'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST STEEL LEG
 FR0322'OF TOWER 859, 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 5
 FR0322'1/2 FEET HIGHER THAN THE ROAD AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0343 ***********************************************************************
 FR0343  DESIGNATION -  Y 387
 FR0343  PID         -  FR0343
 FR0343  STATE/COUNTY-  AZ/COCONINO
 FR0343  USGS QUAD   -  TIN HOUSE (1980)
 FR0343
 FR0343                         *CURRENT SURVEY CONTROL
 FR0343  ___________________________________________________________________
 FR0343* NAD 83(1986)-  35 43 22.     (N)    112 31 58.     (W)     SCALED    
 FR0343* NAVD 88     -      1696.827  (meters)    5567.01   (feet)  POSTED    
 FR0343  ___________________________________________________________________
 FR0343  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FR0343  DYNAMIC HT  -        1694.650 (meters)    5559.86  (feet)  COMP
 FR0343  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 FR0343
 FR0343  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0343
 FR0343.The horizontal coordinates were scaled from a topographic map and have
 FR0343.an estimated accuracy of +/- 6 seconds.
 FR0343
 FR0343.The orthometric height was determined by differential leveling
 FR0343.and adjusted by the  in 1992.
 FR0343.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0343.rate of 0.0 thru 1.0 mm/km.
 FR0343
 FR0343.The geoid height was determined by GEOID03.
 FR0343
 FR0343.The dynamic height is computed by dividing the NAVD 88
 FR0343.geopotential number by the normal gravity value computed on the
 FR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0343.degrees latitude (g = 980.6199 gals.).
 FR0343
 FR0343.The modeled gravity was interpolated from observed gravity values.
 FR0343
 FR0343;                    North         East    Units  Estimated Accuracy
 FR0343;SPC AZ C     -   523,930.      157,620.      MT  (+/- 180 meters Scaled)
 FR0343
 FR0343                          SUPERSEDED SURVEY CONTROL
 FR0343
 FR0343  NGVD 29 (??/??/92) 1695.990  (m)         5564.26   (f) ADJ UNCH    2 0
 FR0343
 FR0343.Superseded values are not recommended for survey control.
 FR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0343.See file dsdata.txt to determine how the superseded data were derived.
 FR0343
 FR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE613542(NAD 83)
 FR0343_MARKER: DB = BENCH MARK DISK
 FR0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0343_SP_SET: FOUNDATION
 FR0343_STAMPING: Y 387 1968
 FR0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0343
 FR0343  HISTORY     - Date     Condition        Report By
 FR0343  HISTORY     - 1968     MONUMENTED       CGS
 FR0343
 FR0343                          STATION DESCRIPTION
 FR0343
 FR0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0343'16.3 MI W FROM WILLAHA.
 FR0343'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0343'THE SIDING SIGN AT WILLAHA, THENCE 15.5 MILES WEST ALONG A STEEL TOWER
 FR0343'POWER LINE, 3 TOWER WEST OF BENCH MARK X 387, IN THE TOP OF THE
 FR0343'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 809, 57 FEET
 FR0343'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0343'AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0353 ***********************************************************************
 FR0353  DESIGNATION -  Y 388
 FR0353  PID         -  FR0353
 FR0353  STATE/COUNTY-  AZ/COCONINO
 FR0353  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0353
 FR0353                         *CURRENT SURVEY CONTROL
 FR0353  ___________________________________________________________________
 FR0353* NAD 83(1986)-  35 47 35.     (N)    112 43 29.     (W)     SCALED    
 FR0353* NAVD 88     -      1713.872  (meters)    5622.93   (feet)  POSTED    
 FR0353  ___________________________________________________________________
 FR0353  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 FR0353  DYNAMIC HT  -        1711.660 (meters)    5615.67  (feet)  COMP
 FR0353  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 FR0353
 FR0353  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0353
 FR0353.The horizontal coordinates were scaled from a topographic map and have
 FR0353.an estimated accuracy of +/- 6 seconds.
 FR0353
 FR0353.The orthometric height was determined by differential leveling
 FR0353.and adjusted by the  in 1992.
 FR0353.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0353.was located on a no-check spur therefore a value was not computed.
 FR0353.No vertical observational check was made to the station.
 FR0353
 FR0353.The geoid height was determined by GEOID03.
 FR0353
 FR0353.The dynamic height is computed by dividing the NAVD 88
 FR0353.geopotential number by the normal gravity value computed on the
 FR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0353.degrees latitude (g = 980.6199 gals.).
 FR0353
 FR0353.The modeled gravity was interpolated from observed gravity values.
 FR0353
 FR0353;                    North         East    Units  Estimated Accuracy
 FR0353;SPC AZ C     -   531,850.      140,320.      MT  (+/- 180 meters Scaled)
 FR0353
 FR0353                          SUPERSEDED SURVEY CONTROL
 FR0353
 FR0353  NGVD 29 (??/??/92) 1712.999  (m)         5620.06   (f) ADJ UNCH    2 0
 FR0353
 FR0353.Superseded values are not recommended for survey control.
 FR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0353.See file dsdata.txt to determine how the superseded data were derived.
 FR0353
 FR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE441623(NAD 83)
 FR0353_MARKER: DB = BENCH MARK DISK
 FR0353_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0353_SP_SET: 8 FT.
 FR0353_STAMPING: Y 388 1968
 FR0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0353
 FR0353  HISTORY     - Date     Condition        Report By
 FR0353  HISTORY     - 1968     MONUMENTED       CGS
 FR0353
 FR0353                          STATION DESCRIPTION
 FR0353
 FR0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0353'32.35 MI W FROM WILLAHA.
 FR0353'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0353'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0353'TOWER POWER LINE, THENCE 7.9 MILES NORTH ALONG A TRACK ROAD, 0.8 MILE
 FR0353'SOUTH OF A WIRE GATE, ON SMALL RISE, 57 FEET EAST OF THE CENTER LINE
 FR0353'OF THE ROAD, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 FR0353'THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 FR0353'DRIVEN TO 8 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN
 FR0353'ORANGEBURG PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0362 ***********************************************************************
 FR0362  DESIGNATION -  Y 389
 FR0362  PID         -  FR0362
 FR0362  STATE/COUNTY-  AZ/COCONINO
 FR0362  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0362
 FR0362                         *CURRENT SURVEY CONTROL
 FR0362  ___________________________________________________________________
 FR0362* NAD 83(1986)-  35 53 00.     (N)    112 43 53.     (W)     SCALED    
 FR0362* NAVD 88     -      1742.802  (meters)    5717.84   (feet)  POSTED    
 FR0362  ___________________________________________________________________
 FR0362  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FR0362  DYNAMIC HT  -        1740.570 (meters)    5710.52  (feet)  COMP
 FR0362  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 FR0362
 FR0362  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0362
 FR0362.The horizontal coordinates were scaled from a topographic map and have
 FR0362.an estimated accuracy of +/- 6 seconds.
 FR0362
 FR0362.The orthometric height was determined by differential leveling
 FR0362.and adjusted by the  in 1992.
 FR0362.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0362.was located on a no-check spur therefore a value was not computed.
 FR0362.No vertical observational check was made to the station.
 FR0362
 FR0362.The geoid height was determined by GEOID03.
 FR0362
 FR0362.The dynamic height is computed by dividing the NAVD 88
 FR0362.geopotential number by the normal gravity value computed on the
 FR0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0362.degrees latitude (g = 980.6199 gals.).
 FR0362
 FR0362.The modeled gravity was interpolated from observed gravity values.
 FR0362
 FR0362;                    North         East    Units  Estimated Accuracy
 FR0362;SPC AZ C     -   541,880.      139,800.      MT  (+/- 180 meters Scaled)
 FR0362
 FR0362                          SUPERSEDED SURVEY CONTROL
 FR0362
 FR0362  NGVD 29 (??/??/92) 1741.923  (m)         5714.96   (f) ADJ UNCH    2 0
 FR0362
 FR0362.Superseded values are not recommended for survey control.
 FR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0362.See file dsdata.txt to determine how the superseded data were derived.
 FR0362
 FR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE437723(NAD 83)
 FR0362_MARKER: DB = BENCH MARK DISK
 FR0362_SETTING: 66 = SET IN ROCK OUTCROP
 FR0362_SP_SET: OUTCROP
 FR0362_STAMPING: Y 389 1968
 FR0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0362+STABILITY: POSITION/ELEVATION WELL
 FR0362
 FR0362  HISTORY     - Date     Condition        Report By
 FR0362  HISTORY     - 1968     MONUMENTED       CGS
 FR0362
 FR0362                          STATION DESCRIPTION
 FR0362
 FR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0362'38.95 MI NW FROM WILLAHA.
 FR0362'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0362'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0362'TOWER POWER LINE, THENCE 14.5 MILES NORTH ALONG A TRACK ROAD, ON THE
 FR0362'NORTHWEST SLOPE OF A HILL, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 FR0362'ABOUT 1 FOOT ABOVE THE GROUND, 172 FEET EAST OF THE CENTER LINE OF THE
 FR0362'ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN
 FR0362'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0243 ***********************************************************************
 CY0243  DESIGNATION -  Y 39
 CY0243  PID         -  CY0243
 CY0243  STATE/COUNTY-  AZ/GREENLEE
 CY0243  USGS QUAD   -  YORK (1986)
 CY0243
 CY0243                         *CURRENT SURVEY CONTROL
 CY0243  ___________________________________________________________________
 CY0243* NAD 83(1986)-  32 59 23.     (N)    109 12 36.     (W)     SCALED    
 CY0243* NAVD 88     -      1203.693  (meters)    3949.12   (feet)  ADJUSTED  
 CY0243  ___________________________________________________________________
 CY0243  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CY0243  DYNAMIC HT  -        1201.947 (meters)    3943.39  (feet)  COMP
 CY0243  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 CY0243
 CY0243  VERT ORDER  -  SECOND    CLASS 0
 CY0243
 CY0243.The horizontal coordinates were scaled from a topographic map and have
 CY0243.an estimated accuracy of +/- 6 seconds.
 CY0243
 CY0243.The orthometric height was determined by differential leveling
 CY0243.and adjusted in June 1991.
 CY0243
 CY0243.The geoid height was determined by GEOID03.
 CY0243
 CY0243.The dynamic height is computed by dividing the NAVD 88
 CY0243.geopotential number by the normal gravity value computed on the
 CY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0243.degrees latitude (g = 980.6199 gals.).
 CY0243
 CY0243.The modeled gravity was interpolated from observed gravity values.
 CY0243
 CY0243;                    North         East    Units  Estimated Accuracy
 CY0243;SPC AZ E     -   221,020.      302,770.      MT  (+/- 180 meters Scaled)
 CY0243
 CY0243                          SUPERSEDED SURVEY CONTROL
 CY0243
 CY0243  NGVD 29 (??/??/92) 1202.946  (m)         3946.67   (f) ADJ UNCH    2 0
 CY0243
 CY0243.Superseded values are not recommended for survey control.
 CY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0243.See file dsdata.txt to determine how the superseded data were derived.
 CY0243
 CY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB672515(NAD 83)
 CY0243_MARKER: DB = BENCH MARK DISK
 CY0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0243_STAMPING: Y 39 1934
 CY0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0243+STABILITY: SURFACE MOTION
 CY0243
 CY0243  HISTORY     - Date     Condition        Report By
 CY0243  HISTORY     - 1934     MONUMENTED       CGS
 CY0243
 CY0243                          STATION DESCRIPTION
 CY0243
 CY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0243'8.4 MI S FROM CLIFTON.
 CY0243'8.4 MILES SOUTH EAST ALONG HWY. NO.75.  ON STATE HWY. NO.75, 1.7 MILES
 CY0243'NORTH WEST OF INTERSECTION WITH HWY. NO.78, ABOUT 500 FT. SOUTH OF
 CY0243'CENTER OF ANGLE IN ROAD, 175 FT. SOUTH OF CURVE SIGN, IN LINE OF
 CY0243'TELEPHONE POLES AND 45 FT. EAST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0564 ***********************************************************************
 FR0564  DESIGNATION -  Y 391
 FR0564  PID         -  FR0564
 FR0564  STATE/COUNTY-  AZ/MOHAVE
 FR0564  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0564
 FR0564                         *CURRENT SURVEY CONTROL
 FR0564  ___________________________________________________________________
 FR0564* NAD 83(1986)-  35 10 35.     (N)    113 44 32.     (W)     SCALED    
 FR0564* NAVD 88     -      1218.501  (meters)    3997.70   (feet)  POSTED    
 FR0564  ___________________________________________________________________
 FR0564  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FR0564  DYNAMIC HT  -        1217.000 (meters)    3992.77  (feet)  COMP
 FR0564  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 FR0564
 FR0564  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0564
 FR0564.The horizontal coordinates were scaled from a topographic map and have
 FR0564.an estimated accuracy of +/- 6 seconds.
 FR0564
 FR0564.The orthometric height was determined by differential leveling
 FR0564.and adjusted by the  in 1992.
 FR0564.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0564.rate of 0.0 thru 1.0 mm/km.
 FR0564
 FR0564.The geoid height was determined by GEOID03.
 FR0564
 FR0564.The dynamic height is computed by dividing the NAVD 88
 FR0564.geopotential number by the normal gravity value computed on the
 FR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0564.degrees latitude (g = 980.6199 gals.).
 FR0564
 FR0564.The modeled gravity was interpolated from observed gravity values.
 FR0564
 FR0564;                    North         East    Units  Estimated Accuracy
 FR0564;SPC AZ W     -   463,160.      214,070.      MT  (+/- 180 meters Scaled)
 FR0564
 FR0564                          SUPERSEDED SURVEY CONTROL
 FR0564
 FR0564  NGVD 29 (??/??/92) 1217.669  (m)         3994.97   (f) ADJ UNCH    2 0
 FR0564
 FR0564.Superseded values are not recommended for survey control.
 FR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0564.See file dsdata.txt to determine how the superseded data were derived.
 FR0564
 FR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD502960(NAD 83)
 FR0564_MARKER: DB = BENCH MARK DISK
 FR0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0564_STAMPING: Y 391 1962
 FR0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0564+STABILITY: SURFACE MOTION
 FR0564
 FR0564  HISTORY     - Date     Condition        Report By
 FR0564  HISTORY     - 1962     MONUMENTED       CGS
 FR0564
 FR0564                          STATION DESCRIPTION
 FR0564
 FR0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0564'20.15 MI NE FROM KINGMAN.
 FR0564'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0564'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0564'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0564'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0564'MILE NORTH TO A FORK IN THE ROAD AND A RANCH HOUSE ON THE LEFT, TAKE
 FR0564'THE RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE
 FR0564'LINE THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7
 FR0564'MILE EAST ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE,
 FR0564'THENCE 1.5 MILES EAST ALONG THE PIPE LINE, THENCE ABOUT 0.05 MILE
 FR0564'NORTH TO A LINE OF TELEPHONE POLES, 162 FEET NORTH OF THE CENTER OF
 FR0564'THE PIPE LINE ROAD, 6 FEET EAST OF TELEPHONE POLE NO. 6, 2.8 FEET WEST
 FR0564'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FR0564'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0439 ***********************************************************************
 FR0439  DESIGNATION -  Y 392
 FR0439  PID         -  FR0439
 FR0439  STATE/COUNTY-  AZ/YAVAPAI
 FR0439  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0439
 FR0439                         *CURRENT SURVEY CONTROL
 FR0439  ___________________________________________________________________
 FR0439* NAD 83(1986)-  35 11 16.     (N)    113 18 41.     (W)     SCALED    
 FR0439* NAVD 88     -      1557.695  (meters)    5110.54   (feet)  POSTED    
 FR0439  ___________________________________________________________________
 FR0439  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FR0439  DYNAMIC HT  -        1555.640 (meters)    5103.80  (feet)  COMP
 FR0439  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 FR0439
 FR0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0439
 FR0439.The horizontal coordinates were scaled from a topographic map and have
 FR0439.an estimated accuracy of +/- 6 seconds.
 FR0439
 FR0439.The orthometric height was determined by differential leveling
 FR0439.and adjusted by the  in 1992.
 FR0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0439.rate of 0.0 thru 1.0 mm/km.
 FR0439
 FR0439.The geoid height was determined by GEOID03.
 FR0439
 FR0439.The dynamic height is computed by dividing the NAVD 88
 FR0439.geopotential number by the normal gravity value computed on the
 FR0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0439.degrees latitude (g = 980.6199 gals.).
 FR0439
 FR0439.The modeled gravity was interpolated from observed gravity values.
 FR0439
 FR0439;                    North         East    Units  Estimated Accuracy
 FR0439;SPC AZ C     -   465,300.       86,340.      MT  (+/- 180 meters Scaled)
 FR0439
 FR0439                          SUPERSEDED SURVEY CONTROL
 FR0439
 FR0439  NGVD 29 (??/??/92) 1556.787  (m)         5107.56   (f) ADJ UNCH    2 0
 FR0439
 FR0439.Superseded values are not recommended for survey control.
 FR0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0439.See file dsdata.txt to determine how the superseded data were derived.
 FR0439
 FR0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD895963(NAD 83)
 FR0439_MARKER: DB = BENCH MARK DISK
 FR0439_SETTING: 66 = SET IN ROCK OUTCROP
 FR0439_SP_SET: BEDROCK OUTCROP
 FR0439_STAMPING: Y 392 1962
 FR0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0439+STABILITY: POSITION/ELEVATION WELL
 FR0439
 FR0439  HISTORY     - Date     Condition        Report By
 FR0439  HISTORY     - 1962     MONUMENTED       CGS
 FR0439
 FR0439                          STATION DESCRIPTION
 FR0439
 FR0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0439'29.3 MI W FROM SELIGMAN.
 FR0439'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0439'ITS STATION AT SELIGMAN, THENCE 26.3 MILES WEST ALONG A GRAVEL AND
 FR0439'DIRT ROAD, AT A Y FORK OF THE KINGMAN-SELIGMAN ROAD AND A ROAD
 FR0439'SOUTHWEST TO DOBSON LIVESTOCK COMPANY, FORT ROCK RANCH, SET IN TOP OF
 FR0439'A 2 BY 2 FOOT OUTCROPPING BEDROCK, WHICH PROJECTS ABOUT 0.5 FOOT, 65
 FR0439'FEET SOUTHEAST OF THE CENTER OF THE ROAD, 75 FEET EAST OF THE CENTER
 FR0439'OF THE JUNCTION, 37 FEET NORTHEAST OF A TRIANGLE BLAZED TREE, AND
 FR0439'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0211 ***********************************************************************
 FR0211  DESIGNATION -  Y 393
 FR0211  PID         -  FR0211
 FR0211  STATE/COUNTY-  AZ/YAVAPAI
 FR0211  USGS QUAD   -  SELIGMAN WEST (1981)
 FR0211
 FR0211                         *CURRENT SURVEY CONTROL
 FR0211  ___________________________________________________________________
 FR0211* NAD 83(1986)-  35 19 58.     (N)    112 54 55.     (W)     SCALED    
 FR0211* NAVD 88     -      1602.262  (meters)    5256.75   (feet)  ADJUSTED  
 FR0211  ___________________________________________________________________
 FR0211  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FR0211  DYNAMIC HT  -        1600.171 (meters)    5249.89  (feet)  COMP
 FR0211  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 FR0211
 FR0211  VERT ORDER  -  FIRST     CLASS II
 FR0211
 FR0211.The horizontal coordinates were scaled from a topographic map and have
 FR0211.an estimated accuracy of +/- 6 seconds.
 FR0211
 FR0211.The orthometric height was determined by differential leveling
 FR0211.and adjusted in June 1991.
 FR0211
 FR0211.The geoid height was determined by GEOID03.
 FR0211
 FR0211.The dynamic height is computed by dividing the NAVD 88
 FR0211.geopotential number by the normal gravity value computed on the
 FR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0211.degrees latitude (g = 980.6199 gals.).
 FR0211
 FR0211.The modeled gravity was interpolated from observed gravity values.
 FR0211
 FR0211;                    North         East    Units  Estimated Accuracy
 FR0211;SPC AZ C     -   480,950.      122,580.      MT  (+/- 180 meters Scaled)
 FR0211
 FR0211                          SUPERSEDED SURVEY CONTROL
 FR0211
 FR0211  NGVD 29 (??/??/92) 1601.398  (m)         5253.92   (f) ADJ UNCH    1 2
 FR0211
 FR0211.Superseded values are not recommended for survey control.
 FR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0211.See file dsdata.txt to determine how the superseded data were derived.
 FR0211
 FR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE259116(NAD 83)
 FR0211_MARKER: DB = BENCH MARK DISK
 FR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0211_STAMPING: Y 393 1962
 FR0211_MARK LOGO: CGS   
 FR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0211+STABILITY: SURFACE MOTION
 FR0211
 FR0211  HISTORY     - Date     Condition        Report By
 FR0211  HISTORY     - 1962     MONUMENTED       CGS
 FR0211  HISTORY     - 1968     GOOD             NGS
 FR0211  HISTORY     - 1982     GOOD             NGS
 FR0211
 FR0211                          STATION DESCRIPTION
 FR0211
 FR0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0211'2.25 MI W FROM SELIGMAN.
 FR0211'2.25 MILES ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 FR0211'STATION AT SELIGMAN, 9 RAILS WEST OF MILEPOLE 431, IN THE TOP OF THE
 FR0211'CENTER OF THE SOUTH CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 11.0
 FR0211'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 62 FEET WEST OF THE
 FR0211'SECOND TELEPHONE POLE WEST OF THE MILEPOLE, AND ABOUT 2 FEET LOWER
 FR0211'THAN THE TRACK.
 FR0211
 FR0211                          STATION RECOVERY (1982)
 FR0211
 FR0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0773 ***********************************************************************
 DW0773  DESIGNATION -  Y 394
 DW0773  PID         -  DW0773
 DW0773  STATE/COUNTY-  AZ/LA PAZ
 DW0773  USGS QUAD   -  MIDDLE CAMP MTN (1971)
 DW0773
 DW0773                         *CURRENT SURVEY CONTROL
 DW0773  ___________________________________________________________________
 DW0773* NAD 83(1986)-  33 39 20.     (N)    114 16 22.     (W)     SCALED    
 DW0773* NAVD 88     -       307.76   (+/-2cm)    1009.7    (feet)  VERTCON   
 DW0773  ___________________________________________________________________
 DW0773  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DW0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0773
 DW0773.The horizontal coordinates were scaled from a topographic map and have
 DW0773.an estimated accuracy of +/- 6 seconds.
 DW0773
 DW0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0773.The vertical order pertains to the NGVD 29 superseded value.
 DW0773
 DW0773.The geoid height was determined by GEOID03.
 DW0773
 DW0773;                    North         East    Units  Estimated Accuracy
 DW0773;SPC AZ W     -   294,590.      164,870.      MT  (+/- 180 meters Scaled)
 DW0773
 DW0773                          SUPERSEDED SURVEY CONTROL
 DW0773
 DW0773  NGVD 29 (??/??/??)  307.077  (m)         1007.47   (f) ADJUSTED    2 0
 DW0773
 DW0773.Superseded values are not recommended for survey control.
 DW0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0773.See file dsdata.txt to determine how the superseded data were derived.
 DW0773
 DW0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT529273(NAD 83)
 DW0773_MARKER: DB = BENCH MARK DISK
 DW0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0773_STAMPING: Y 394 1962
 DW0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0773+STABILITY: SURFACE MOTION
 DW0773
 DW0773  HISTORY     - Date     Condition        Report By
 DW0773  HISTORY     - 1962     MONUMENTED       CGS
 DW0773  HISTORY     - 1965     GOOD             NGS
 DW0773
 DW0773                          STATION DESCRIPTION
 DW0773
 DW0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0773'2.8 MI W FROM QUARTZSITE.
 DW0773'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0773'OFFICE AT QUARTZSITE 200 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 DW0773'4.9 FEET EAST OF A METAL RIGHT OF WAY MARKER, 3 FEET EAST OF
 DW0773'A.H.D. 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 DW0773'ABOVE THE LEVEL OF THE HIGHWAY, AND IS SET IN TOP OF A CONCRETE
 DW0773'POST PROJECTING 4 INCHES.
 DW0773
 DW0773                          STATION RECOVERY (1965)
 DW0773
 DW0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DW0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1098 ***********************************************************************
 DV1098  DESIGNATION -  Y 395 8
 DV1098  PID         -  DV1098
 DV1098  STATE/COUNTY-  AZ/LA PAZ
 DV1098  USGS QUAD   -  BEAR HILLS (1990)
 DV1098
 DV1098                         *CURRENT SURVEY CONTROL
 DV1098  ___________________________________________________________________
 DV1098* NAD 83(1986)-  33 38 46.     (N)    113 53 18.     (W)     SCALED    
 DV1098* NAVD 88     -       396.40   (+/-2cm)    1300.5    (feet)  VERTCON   
 DV1098  ___________________________________________________________________
 DV1098  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1098
 DV1098.The horizontal coordinates were scaled from a topographic map and have
 DV1098.an estimated accuracy of +/- 6 seconds.
 DV1098
 DV1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1098.The vertical order pertains to the NGVD 29 superseded value.
 DV1098
 DV1098.The geoid height was determined by GEOID03.
 DV1098
 DV1098;                    North         East    Units  Estimated Accuracy
 DV1098;SPC AZ W     -   293,420.      200,530.      MT  (+/- 180 meters Scaled)
 DV1098
 DV1098                          SUPERSEDED SURVEY CONTROL
 DV1098
 DV1098  NGVD 29 (??/??/92)  395.720  (m)         1298.29   (f) ADJ UNCH    2 0
 DV1098
 DV1098.Superseded values are not recommended for survey control.
 DV1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1098.See file dsdata.txt to determine how the superseded data were derived.
 DV1098
 DV1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC321266(NAD 83)
 DV1098_MARKER: DB = BENCH MARK DISK
 DV1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1098_STAMPING: Y 395 8 1962
 DV1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1098+STABILITY: SURFACE MOTION
 DV1098
 DV1098  HISTORY     - Date     Condition        Report By
 DV1098  HISTORY     - 1962     MONUMENTED       CGS
 DV1098
 DV1098                          STATION DESCRIPTION
 DV1098
 DV1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1098'6.85 MI SE FROM BRENDA.
 DV1098'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1098'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 4.5 MILES
 DV1098'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1098'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.4 FEET NORTHWEST OF A METAL
 DV1098'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1138 ***********************************************************************
 DV1138  DESIGNATION -  Y 396 28
 DV1138  PID         -  DV1138
 DV1138  STATE/COUNTY-  AZ/LA PAZ
 DV1138  USGS QUAD   -  HOPE SE (1990)
 DV1138
 DV1138                         *CURRENT SURVEY CONTROL
 DV1138  ___________________________________________________________________
 DV1138* NAD 83(1986)-  33 35 50.     (N)    113 32 35.     (W)     SCALED    
 DV1138* NAVD 88     -       425.73   (+/-2cm)    1396.7    (feet)  VERTCON   
 DV1138  ___________________________________________________________________
 DV1138  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DV1138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1138
 DV1138.The horizontal coordinates were scaled from a topographic map and have
 DV1138.an estimated accuracy of +/- 6 seconds.
 DV1138
 DV1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1138.The vertical order pertains to the NGVD 29 superseded value.
 DV1138
 DV1138.The geoid height was determined by GEOID03.
 DV1138
 DV1138;                    North         East    Units  Estimated Accuracy
 DV1138;SPC AZ W     -   288,010.      232,570.      MT  (+/- 180 meters Scaled)
 DV1138
 DV1138                          SUPERSEDED SURVEY CONTROL
 DV1138
 DV1138  NGVD 29 (??/??/92)  425.052  (m)         1394.52   (f) ADJ UNCH    2 0
 DV1138
 DV1138.Superseded values are not recommended for survey control.
 DV1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1138.See file dsdata.txt to determine how the superseded data were derived.
 DV1138
 DV1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC640203(NAD 83)
 DV1138_MARKER: DB = BENCH MARK DISK
 DV1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1138_STAMPING: Y 396 28 1962
 DV1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1138+STABILITY: SURFACE MOTION
 DV1138
 DV1138  HISTORY     - Date     Condition        Report By
 DV1138  HISTORY     - 1962     MONUMENTED       CGS
 DV1138  HISTORY     - 19870204 GOOD             USGS
 DV1138
 DV1138                          STATION DESCRIPTION
 DV1138
 DV1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1138'18.7 MI SE FROM SALOME.
 DV1138'0.3 MILE SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE AT
 DV1138'SALOME, THENCE 14.0 MILES SOUTH ALONG THE MAIN TRAVELED GRAVEL ROAD,
 DV1138'THENCE 4.4 MILES EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE
 DV1138'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.9 FEET
 DV1138'NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DV1138'PROJECTING 2 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 DV1138'POST OFFICE AT SALOME BY GOING 7.0 MILES SOUTHEAST ALONG AN ASPHALT
 DV1138'PAVED ROAD, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1138'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK AND GO WEST AND SOUTH FOR
 DV1138'3.65 MILES TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE RIGHT
 DV1138'FORK AND GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD FORK,
 DV1138'TAKE THE RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK WHICH IS
 DV1138'THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1138'THENCE 1.0 MILE WEST-NORTHWEST ALONG THE BLADED TRACK.
 DV1138
 DV1138                          STATION RECOVERY (1987)
 DV1138
 DV1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0573 ***********************************************************************
 CY0573  DESIGNATION -  Y 40
 CY0573  PID         -  CY0573
 CY0573  STATE/COUNTY-  AZ/GRAHAM
 CY0573  USGS QUAD   -  SAN JOSE (1985)
 CY0573
 CY0573                         *CURRENT SURVEY CONTROL
 CY0573  ___________________________________________________________________
 CY0573* NAD 83(1986)-  32 48 47.     (N)    109 36 04.     (W)     SCALED    
 CY0573* NAVD 88     -       916.595  (meters)    3007.20   (feet)  ADJUSTED  
 CY0573  ___________________________________________________________________
 CY0573  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CY0573  DYNAMIC HT  -         915.319 (meters)    3003.01  (feet)  COMP
 CY0573  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 CY0573
 CY0573  VERT ORDER  -  SECOND    CLASS 0
 CY0573
 CY0573.The horizontal coordinates were scaled from a topographic map and have
 CY0573.an estimated accuracy of +/- 6 seconds.
 CY0573
 CY0573.The orthometric height was determined by differential leveling
 CY0573.and adjusted in June 1991.
 CY0573
 CY0573.The geoid height was determined by GEOID03.
 CY0573
 CY0573.The dynamic height is computed by dividing the NAVD 88
 CY0573.geopotential number by the normal gravity value computed on the
 CY0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0573.degrees latitude (g = 980.6199 gals.).
 CY0573
 CY0573.The modeled gravity was interpolated from observed gravity values.
 CY0573
 CY0573;                    North         East    Units  Estimated Accuracy
 CY0573;SPC AZ E     -   201,160.      266,320.      MT  (+/- 180 meters Scaled)
 CY0573
 CY0573                          SUPERSEDED SURVEY CONTROL
 CY0573
 CY0573  NGVD 29 (??/??/92)  916.006  (m)         3005.26   (f) ADJ UNCH    2 0
 CY0573
 CY0573.Superseded values are not recommended for survey control.
 CY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0573.See file dsdata.txt to determine how the superseded data were derived.
 CY0573
 CY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB309314(NAD 83)
 CY0573_MARKER: DB = BENCH MARK DISK
 CY0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0573_STAMPING: Y 40 1934
 CY0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0573+STABILITY: SURFACE MOTION
 CY0573
 CY0573  HISTORY     - Date     Condition        Report By
 CY0573  HISTORY     - 1934     MONUMENTED       CGS
 CY0573  HISTORY     - 1958     MARK NOT FOUND   USGS
 CY0573
 CY0573                          STATION DESCRIPTION
 CY0573
 CY0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0573'1.7 MI E FROM SOLOMONVILLE.
 CY0573'ON U. S. HWY. NO. 180, ABOUT 200 FT. WEST OF LARGE CONCRETE CULVERT
 CY0573'OVER IRRIGATION DITCH, 21 FT. NORTH OF CENTER LINE OF HWY., 1 FT.
 CY0573'SOUTH OF FENCE LINE, IN LINE OF TELEPHONE POLES.
 CY0573
 CY0573                          STATION RECOVERY (1958)
 CY0573
 CY0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0087 ***********************************************************************
 GP0087  DESIGNATION -  Y 401
 GP0087  PID         -  GP0087
 GP0087  STATE/COUNTY-  AZ/COCONINO
 GP0087  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0087
 GP0087                         *CURRENT SURVEY CONTROL
 GP0087  ___________________________________________________________________
 GP0087* NAD 83(1986)-  36 58 23.     (N)    111 21 19.     (W)     SCALED    
 GP0087* NAVD 88     -      1227.319  (meters)    4026.63   (feet)  ADJUSTED  
 GP0087  ___________________________________________________________________
 GP0087  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0087  DYNAMIC HT  -        1225.875 (meters)    4021.89  (feet)  COMP
 GP0087  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 GP0087
 GP0087  VERT ORDER  -  FIRST     CLASS II
 GP0087
 GP0087.The horizontal coordinates were scaled from a topographic map and have
 GP0087.an estimated accuracy of +/- 6 seconds.
 GP0087
 GP0087.The orthometric height was determined by differential leveling
 GP0087.and adjusted in June 1991.
 GP0087
 GP0087.The geoid height was determined by GEOID03.
 GP0087
 GP0087.The dynamic height is computed by dividing the NAVD 88
 GP0087.geopotential number by the normal gravity value computed on the
 GP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0087.degrees latitude (g = 980.6199 gals.).
 GP0087
 GP0087.The modeled gravity was interpolated from observed gravity values.
 GP0087
 GP0087;                    North         East    Units  Estimated Accuracy
 GP0087;SPC AZ C     -   662,630.      263,340.      MT  (+/- 180 meters Scaled)
 GP0087
 GP0087                          SUPERSEDED SURVEY CONTROL
 GP0087
 GP0087  NGVD 29 (??/??/92) 1226.382  (m)         4023.55   (f) ADJ UNCH    1 2
 GP0087
 GP0087.Superseded values are not recommended for survey control.
 GP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0087.See file dsdata.txt to determine how the superseded data were derived.
 GP0087
 GP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF683919(NAD 83)
 GP0087_MARKER: DB = BENCH MARK DISK
 GP0087_SETTING: 66 = SET IN ROCK OUTCROP
 GP0087_SP_SET: SANDSTONE FORMATION
 GP0087_STAMPING: Y 401 1962
 GP0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0087+STABILITY: POSITION/ELEVATION WELL
 GP0087
 GP0087  HISTORY     - Date     Condition        Report By
 GP0087  HISTORY     - 1962     MONUMENTED       CGS
 GP0087
 GP0087                          STATION DESCRIPTION
 GP0087
 GP0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0087'8.3 MI NE FROM PAGE.
 GP0087'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0087'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0087'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0087'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0087'ALONG A GRAVLED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO THE
 GP0087'NORTHEAST CORNER OF THE AIRPORT.  THENCE 6.8 MILES NORTHEAST ACROSS
 GP0087'COUNTRY.  ABOUT 0.4 MILE NORTH-NORTHWEST OF THE MORE NORTHERLY RIM OF
 GP0087'NAVAJO CREEK, IN THE TOP OF THE SOUTHWEST SIDE OF A SANDSTONE
 GP0087'FORMATION, 0.15 MILE NORTH-NORTHWEST OF A MUSHROOM SHAPED SANDSTONE
 GP0087'STONE FORMATION, 38.0 FEET NORTHWEST OF A METAL WITNESS POST, AND
 GP0087'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1276 ***********************************************************************
 DU1276  DESIGNATION -  Y 403
 DU1276  PID         -  DU1276
 DU1276  STATE/COUNTY-  AZ/GILA
 DU1276  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1276
 DU1276                         *CURRENT SURVEY CONTROL
 DU1276  ___________________________________________________________________
 DU1276* NAD 83(1986)-  33 34 26.     (N)    110 57 12.     (W)     SCALED    
 DU1276* NAVD 88     -       939.091  (meters)    3081.00   (feet)  ADJUSTED  
 DU1276  ___________________________________________________________________
 DU1276  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DU1276  DYNAMIC HT  -         937.843 (meters)    3076.91  (feet)  COMP
 DU1276  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 DU1276
 DU1276  VERT ORDER  -  FIRST     CLASS II
 DU1276
 DU1276.The horizontal coordinates were scaled from a topographic map and have
 DU1276.an estimated accuracy of +/- 6 seconds.
 DU1276
 DU1276.The orthometric height was determined by differential leveling
 DU1276.and adjusted in June 1991.
 DU1276
 DU1276.The geoid height was determined by GEOID03.
 DU1276
 DU1276.The dynamic height is computed by dividing the NAVD 88
 DU1276.geopotential number by the normal gravity value computed on the
 DU1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1276.degrees latitude (g = 980.6199 gals.).
 DU1276
 DU1276.The modeled gravity was interpolated from observed gravity values.
 DU1276
 DU1276;                    North         East    Units  Estimated Accuracy
 DU1276;SPC AZ E     -   285,670.      140,330.      MT  (+/- 180 meters Scaled)
 DU1276
 DU1276                          SUPERSEDED SURVEY CONTROL
 DU1276
 DU1276.No superseded survey control is available for this station.
 DU1276
 DU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC043149(NAD 83)
 DU1276_MARKER: DB = BENCH MARK DISK
 DU1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1276_SP_SET: STAINLESS STEEL ROD
 DU1276_STAMPING: Y 403 1979
 DU1276_PROJECTION: FLUSH
 DU1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1276_ROD/PIPE-DEPTH: 5.49 meters
 DU1276
 DU1276  HISTORY     - Date     Condition        Report By
 DU1276  HISTORY     - 1979     MONUMENTED       NGS
 DU1276  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 DU1276
 DU1276                          STATION DESCRIPTION
 DU1276
 DU1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1276'12.5 MI SE FROM ROOSEVELT.
 DU1276'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1276'THE POST OFFICE IN ROOSEVELT, 97.6 FEET SOUTH OF
 DU1276'A FENCE AND 37.5 FEET NORTH O THE CENTERLINE OF THE HIGHWAY,
 DU1276'NOTE=REFUSAL WAS REACHED AT 18 FEET.  ACCESS TO THE DISK IS THROUGH
 DU1276'A 4-INCH SCREWPLUG.
 DU1276'THE MARK IS 1.6 FT  NNW FROM A WITNESS POST.
 DU1276'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 DU1276
 DU1276                          STATION RECOVERY (2005)
 DU1276
 DU1276'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0286 ***********************************************************************
 GP0286  DESIGNATION -  Y 403
 GP0286  PID         -  GP0286
 GP0286  STATE/COUNTY-  AZ/COCONINO
 GP0286  USGS QUAD   -  LEES FERRY (1985)
 GP0286
 GP0286                         *CURRENT SURVEY CONTROL
 GP0286  ___________________________________________________________________
 GP0286* NAD 83(1986)-  36 49 36.     (N)    111 30 41.     (W)     SCALED    
 GP0286* NAVD 88     -      1423.170  (meters)    4669.18   (feet)  ADJUSTED  
 GP0286  ___________________________________________________________________
 GP0286  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 GP0286  DYNAMIC HT  -        1421.500 (meters)    4663.70  (feet)  COMP
 GP0286  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 GP0286
 GP0286  VERT ORDER  -  FIRST     CLASS II
 GP0286
 GP0286.The horizontal coordinates were scaled from a topographic map and have
 GP0286.an estimated accuracy of +/- 6 seconds.
 GP0286
 GP0286.The orthometric height was determined by differential leveling
 GP0286.and adjusted in June 1991.
 GP0286
 GP0286.The geoid height was determined by GEOID03.
 GP0286
 GP0286.The dynamic height is computed by dividing the NAVD 88
 GP0286.geopotential number by the normal gravity value computed on the
 GP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0286.degrees latitude (g = 980.6199 gals.).
 GP0286
 GP0286.The modeled gravity was interpolated from observed gravity values.
 GP0286
 GP0286;                    North         East    Units  Estimated Accuracy
 GP0286;SPC AZ C     -   646,310.      249,510.      MT  (+/- 180 meters Scaled)
 GP0286
 GP0286                          SUPERSEDED SURVEY CONTROL
 GP0286
 GP0286  NGVD 29 (??/??/92) 1422.238  (m)         4666.13   (f) ADJ UNCH    1 2
 GP0286
 GP0286.Superseded values are not recommended for survey control.
 GP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0286.See file dsdata.txt to determine how the superseded data were derived.
 GP0286
 GP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF543757(NAD 83)
 GP0286_MARKER: DB = BENCH MARK DISK
 GP0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0286_STAMPING: Y 403 1962
 GP0286_MARK LOGO: CGS   
 GP0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0286+STABILITY: SURFACE MOTION
 GP0286
 GP0286  HISTORY     - Date     Condition        Report By
 GP0286  HISTORY     - 1962     MONUMENTED       CGS
 GP0286  HISTORY     - 1983     GOOD             NGS
 GP0286
 GP0286                          STATION DESCRIPTION
 GP0286
 GP0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0286'8.6 MI S FROM PAGE.
 GP0286'ABOUT 8.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTHEAST END OF
 GP0286'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.8 MILE NORTH OF A METAL
 GP0286'WINDMILL ON THE EAST SIDE OF THE HIGHWAY, 141 FEET EAST OF THE
 GP0286'CENTERLINE OF THE HIGHWAY, 38 FEET NORTH OF THE CENTERLINE OF A TRAIL
 GP0286'ROAD, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 GP0286'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0286'PROJECTING 6 INCHES.
 GP0286
 GP0286                          STATION RECOVERY (1983)
 GP0286
 GP0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1176 ***********************************************************************
 DU1176  DESIGNATION -  Y 404
 DU1176  PID         -  DU1176
 DU1176  STATE/COUNTY-  AZ/GILA
 DU1176  USGS QUAD   -  CHROME BUTTE (1966)
 DU1176
 DU1176                         *CURRENT SURVEY CONTROL
 DU1176  ___________________________________________________________________
 DU1176* NAD 83(1986)-  33 31 13.     (N)    110 42 02.     (W)     SCALED    
 DU1176* NAVD 88     -      1483.641  (meters)    4867.58   (feet)  ADJUSTED  
 DU1176  ___________________________________________________________________
 DU1176  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DU1176  DYNAMIC HT  -        1481.530 (meters)    4860.65  (feet)  COMP
 DU1176  MODELED GRAV-     979,162.0   (mgal)                       NAVD 88
 DU1176
 DU1176  VERT ORDER  -  FIRST     CLASS II
 DU1176
 DU1176.The horizontal coordinates were scaled from a topographic map and have
 DU1176.an estimated accuracy of +/- 6 seconds.
 DU1176
 DU1176.The orthometric height was determined by differential leveling
 DU1176.and adjusted in June 1991.
 DU1176
 DU1176.The geoid height was determined by GEOID03.
 DU1176
 DU1176.The dynamic height is computed by dividing the NAVD 88
 DU1176.geopotential number by the normal gravity value computed on the
 DU1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1176.degrees latitude (g = 980.6199 gals.).
 DU1176
 DU1176.The modeled gravity was interpolated from observed gravity values.
 DU1176
 DU1176;                    North         East    Units  Estimated Accuracy
 DU1176;SPC AZ E     -   279,580.      163,770.      MT  (+/- 180 meters Scaled)
 DU1176
 DU1176                          SUPERSEDED SURVEY CONTROL
 DU1176
 DU1176.No superseded survey control is available for this station.
 DU1176
 DU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC278090(NAD 83)
 DU1176_MARKER: DB = BENCH MARK DISK
 DU1176_SETTING: 66 = SET IN ROCK OUTCROP
 DU1176_SP_SET: ROCK OUTCROP
 DU1176_STAMPING: Y 404 1979
 DU1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1176+STABILITY: POSITION/ELEVATION WELL
 DU1176
 DU1176  HISTORY     - Date     Condition        Report By
 DU1176  HISTORY     - 1979     MONUMENTED       NGS
 DU1176
 DU1176                          STATION DESCRIPTION
 DU1176
 DU1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1176'10.4 MI NE FROM GLOBE.
 DU1176'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1176'COURTHOUSE IN GLOBE, 46.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1176'THE MARK IS 2.7 FT  S FROM A WITNESS POST.
 DU1176'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0230 ***********************************************************************
 GP0230  DESIGNATION -  Y 404
 GP0230  PID         -  GP0230
 GP0230  STATE/COUNTY-  AZ/COCONINO
 GP0230  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0230
 GP0230                         *CURRENT SURVEY CONTROL
 GP0230  ___________________________________________________________________
 GP0230* NAD 83(1986)-  36 48 57.     (N)    111 38 14.     (W)     SCALED    
 GP0230* NAVD 88     -      1087.484  (meters)    3567.85   (feet)  POSTED    
 GP0230  ___________________________________________________________________
 GP0230  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 GP0230  DYNAMIC HT  -        1086.260 (meters)    3563.84  (feet)  COMP
 GP0230  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 GP0230
 GP0230  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GP0230
 GP0230.The horizontal coordinates were scaled from a topographic map and have
 GP0230.an estimated accuracy of +/- 6 seconds.
 GP0230
 GP0230.The orthometric height was determined by differential leveling
 GP0230.and adjusted by the  in 1992.
 GP0230.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GP0230.rate of 2.1 thru 3.0 mm/km.
 GP0230
 GP0230.The geoid height was determined by GEOID03.
 GP0230
 GP0230.The dynamic height is computed by dividing the NAVD 88
 GP0230.geopotential number by the normal gravity value computed on the
 GP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0230.degrees latitude (g = 980.6199 gals.).
 GP0230
 GP0230.The modeled gravity was interpolated from observed gravity values.
 GP0230
 GP0230;                    North         East    Units  Estimated Accuracy
 GP0230;SPC AZ C     -   645,070.      238,290.      MT  (+/- 180 meters Scaled)
 GP0230
 GP0230                          SUPERSEDED SURVEY CONTROL
 GP0230
 GP0230  NGVD 29 (??/??/92) 1086.622  (m)         3565.03   (f) ADJ UNCH    1 2
 GP0230
 GP0230.Superseded values are not recommended for survey control.
 GP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0230.See file dsdata.txt to determine how the superseded data were derived.
 GP0230
 GP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF431746(NAD 83)
 GP0230_MARKER: DB = BENCH MARK DISK
 GP0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0230_SP_SET: CULVERT
 GP0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0230
 GP0230  HISTORY     - Date     Condition        Report By
 GP0230  HISTORY     - UNK      MONUMENTED       CGS
 GP0230  HISTORY     - 1962     GOOD             NGS
 GP0230
 GP0230                          STATION DESCRIPTION
 GP0230
 GP0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GP0230'IN MARBLE CANYON.
 GP0230'AT MARBLE CANYON, 183 FEET NORTHWEST OF THE CENTERLINE OF THE MARBLE
 GP0230'CANYON AIRSTRIP, 118 FEET SOUTH-SOUTHWEST OF AND ACROSS U.S. HIGHWAY
 GP0230'89 A FROM THE POST OFFICE AND SERVICE STATION AT MARBLE CANYON, 15
 GP0230'FEET SOUTHEAST OF THE CENTERLINE OF U.S. 89 A, ABOUT 1 1/2 FEET BELOW
 GP0230'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST END OF
 GP0230'THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1206 ***********************************************************************
 DU1206  DESIGNATION -  Y 405
 DU1206  PID         -  DU1206
 DU1206  STATE/COUNTY-  AZ/GILA
 DU1206  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1206
 DU1206                         *CURRENT SURVEY CONTROL
 DU1206  ___________________________________________________________________
 DU1206* NAD 83(1986)-  33 47 16.     (N)    110 29 39.     (W)     SCALED    
 DU1206* NAVD 88     -      1257.731  (meters)    4126.41   (feet)  ADJUSTED  
 DU1206  ___________________________________________________________________
 DU1206  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU1206  DYNAMIC HT  -        1256.014 (meters)    4120.77  (feet)  COMP
 DU1206  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 DU1206
 DU1206  VERT ORDER  -  FIRST     CLASS II
 DU1206
 DU1206.The horizontal coordinates were scaled from a topographic map and have
 DU1206.an estimated accuracy of +/- 6 seconds.
 DU1206
 DU1206.The orthometric height was determined by differential leveling
 DU1206.and adjusted in June 1991.
 DU1206
 DU1206.The geoid height was determined by GEOID03.
 DU1206
 DU1206.The dynamic height is computed by dividing the NAVD 88
 DU1206.geopotential number by the normal gravity value computed on the
 DU1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1206.degrees latitude (g = 980.6199 gals.).
 DU1206
 DU1206.The modeled gravity was interpolated from observed gravity values.
 DU1206
 DU1206;                    North         East    Units  Estimated Accuracy
 DU1206;SPC AZ E     -   309,170.      183,030.      MT  (+/- 180 meters Scaled)
 DU1206
 DU1206                          SUPERSEDED SURVEY CONTROL
 DU1206
 DU1206.No superseded survey control is available for this station.
 DU1206
 DU1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC468387(NAD 83)
 DU1206_MARKER: DB = BENCH MARK DISK
 DU1206_SETTING: 66 = SET IN ROCK OUTCROP
 DU1206_SP_SET: ROCK OUTCROP
 DU1206_STAMPING: Y 405 1979
 DU1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1206+STABILITY: POSITION/ELEVATION WELL
 DU1206
 DU1206  HISTORY     - Date     Condition        Report By
 DU1206  HISTORY     - 1979     MONUMENTED       NGS
 DU1206  HISTORY     - 19960918 GOOD             USPSQD
 DU1206
 DU1206                          STATION DESCRIPTION
 DU1206
 DU1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1206'35.8 MI NE FROM GLOBE.
 DU1206'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1206'IN SALT RIVER CANYON, 101.3 FEET WEST OF THE WEST END OF A GUARD
 DU1206'RAIL AND 30.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DU1206'NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES NORTHEAST OF THE
 DU1206'GILA COUNTY COURTHOUSE IN GLOBE.
 DU1206'THE MARK IS 3.3 FT  S FROM A WITNESS POST.
 DU1206'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 DU1206
 DU1206                          STATION RECOVERY (1996)
 DU1206
 DU1206'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0115 ***********************************************************************
 GP0115  DESIGNATION -  Y 405
 GP0115  PID         -  GP0115
 GP0115  STATE/COUNTY-  AZ/COCONINO
 GP0115  USGS QUAD   -  PAGE (1985)
 GP0115
 GP0115                         *CURRENT SURVEY CONTROL
 GP0115  ___________________________________________________________________
 GP0115* NAD 83(1986)-  36 56 12.     (N)    111 28 57.     (W)     SCALED    
 GP0115* NAVD 88     -       972.982  (meters)    3192.19   (feet)  ADJUSTED  
 GP0115  ___________________________________________________________________
 GP0115  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0115  DYNAMIC HT  -         971.876 (meters)    3188.56  (feet)  COMP
 GP0115  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 GP0115
 GP0115  VERT ORDER  -  FIRST     CLASS II
 GP0115
 GP0115.The horizontal coordinates were scaled from a topographic map and have
 GP0115.an estimated accuracy of +/- 6 seconds.
 GP0115
 GP0115.The orthometric height was determined by differential leveling
 GP0115.and adjusted in June 1991.
 GP0115
 GP0115.The geoid height was determined by GEOID03.
 GP0115
 GP0115.The dynamic height is computed by dividing the NAVD 88
 GP0115.geopotential number by the normal gravity value computed on the
 GP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0115.degrees latitude (g = 980.6199 gals.).
 GP0115
 GP0115.The modeled gravity was interpolated from observed gravity values.
 GP0115
 GP0115;                    North         East    Units  Estimated Accuracy
 GP0115;SPC AZ C     -   658,530.      252,030.      MT  (+/- 180 meters Scaled)
 GP0115
 GP0115                          SUPERSEDED SURVEY CONTROL
 GP0115
 GP0115  NGVD 29 (??/??/92)  972.090  (m)         3189.27   (f) ADJ UNCH    1 2
 GP0115
 GP0115.Superseded values are not recommended for survey control.
 GP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0115.See file dsdata.txt to determine how the superseded data were derived.
 GP0115
 GP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF570879(NAD 83)
 GP0115_MARKER: DB = BENCH MARK DISK
 GP0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0115_SP_SET: WALKWAY
 GP0115_STAMPING: Y 405 1962
 GP0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0115
 GP0115  HISTORY     - Date     Condition        Report By
 GP0115  HISTORY     - 1962     MONUMENTED       CGS
 GP0115
 GP0115                          STATION DESCRIPTION
 GP0115
 GP0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0115'IN PAGE.
 GP0115'AT THE POWERPLANT OF THE GLEN CANYON DAM, 185 FEET NORTHWEST OF THE
 GP0115'NORTHWEST CORNER OF THE NORTH PORTAL OF THE POWERPLANT SERVICE ROAD
 GP0115'TUNNEL, 120 FEET SOUTH OF THE SOUTHWEST CORNER OF THE POWERPLANT
 GP0115'MACHINE BAY, 4.0 FEET NORTHWEST OF THE HEAD OF A STAIRWAY, AT THE TOP
 GP0115'OF A CONCRETE STAIRWAY LEADING TO THE DOWNSTREAM OUTLET TUNNELS,
 GP0115'1-INCH NORTH OF A CONCRETE WALL ABOVE THE OUTLET TUNNELS, AND SET IN
 GP0115'THE TOP OF A CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0329 ***********************************************************************
 ER0329  DESIGNATION -  Y 406
 ER0329  PID         -  ER0329
 ER0329  STATE/COUNTY-  AZ/NAVAJO
 ER0329  USGS QUAD   -  INDIAN PINE (1977)
 ER0329
 ER0329                         *CURRENT SURVEY CONTROL
 ER0329  ___________________________________________________________________
 ER0329* NAD 83(1986)-  34 04 09.     (N)    109 54 33.     (W)     SCALED    
 ER0329* NAVD 88     -      2181.695  (meters)    7157.78   (feet)  ADJUSTED  
 ER0329  ___________________________________________________________________
 ER0329  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ER0329  DYNAMIC HT  -        2178.351 (meters)    7146.81  (feet)  COMP
 ER0329  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 ER0329
 ER0329  VERT ORDER  -  FIRST     CLASS II
 ER0329
 ER0329.The horizontal coordinates were scaled from a topographic map and have
 ER0329.an estimated accuracy of +/- 6 seconds.
 ER0329
 ER0329.The orthometric height was determined by differential leveling
 ER0329.and adjusted in June 1991.
 ER0329
 ER0329.The geoid height was determined by GEOID03.
 ER0329
 ER0329.The dynamic height is computed by dividing the NAVD 88
 ER0329.geopotential number by the normal gravity value computed on the
 ER0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0329.degrees latitude (g = 980.6199 gals.).
 ER0329
 ER0329.The modeled gravity was interpolated from observed gravity values.
 ER0329
 ER0329;                    North         East    Units  Estimated Accuracy
 ER0329;SPC AZ E     -   340,360.      237,130.      MT  (+/- 180 meters Scaled)
 ER0329
 ER0329                          SUPERSEDED SURVEY CONTROL
 ER0329
 ER0329.No superseded survey control is available for this station.
 ER0329
 ER0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC006703(NAD 83)
 ER0329_MARKER: DB = BENCH MARK DISK
 ER0329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ER0329_SP_SET: STAINLESS STEEL ROD
 ER0329_STAMPING: Y 406 1979
 ER0329_PROJECTION: FLUSH
 ER0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0329_ROD/PIPE-DEPTH: 3.35 meters
 ER0329
 ER0329  HISTORY     - Date     Condition        Report By
 ER0329  HISTORY     - 1979     MONUMENTED       NGS
 ER0329
 ER0329                          STATION DESCRIPTION
 ER0329
 ER0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0329'4.0 MI SW FROM MCNARY.
 ER0329'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0329'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 0.75 MILE
 ER0329'SOUTH ALONG STATE HIGHWAY 73, 0.1 MILE SOUTH OF HIGHWAY MILE MARKER
 ER0329'357, 44.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 26.3 FEET SOUTH
 ER0329'OF THE SOUTH END OF A CATTLE GUARD IN A ROAD LEADING WEST TO COOLEY
 ER0329'LAKE AND 2.8 FEET EAST OF A BARBED WIRE FENCE.  NOTE=DISK IS 3 INCHES
 ER0329'BELOW THE GROUND, ACCESS IS THROUGH A 4-INCH PLASTIC SCREW PLUG.
 ER0329'THE MARK IS 2.8 FT  NNW FROM A WITNESS POST.
 ER0329'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0375 ***********************************************************************
 ER0375  DESIGNATION -  Y 407
 ER0375  PID         -  ER0375
 ER0375  STATE/COUNTY-  AZ/APACHE
 ER0375  USGS QUAD   -  EAGAR (1984)
 ER0375
 ER0375                         *CURRENT SURVEY CONTROL
 ER0375  ___________________________________________________________________
 ER0375* NAD 83(1986)-  34 07 19.     (N)    109 17 30.     (W)     SCALED    
 ER0375* NAVD 88     -      2138.733  (meters)    7016.83   (feet)  ADJUSTED  
 ER0375  ___________________________________________________________________
 ER0375  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 ER0375  DYNAMIC HT  -        2135.402 (meters)    7005.90  (feet)  COMP
 ER0375  MODELED GRAV-     979,001.5   (mgal)                       NAVD 88
 ER0375
 ER0375  VERT ORDER  -  FIRST     CLASS II
 ER0375
 ER0375.The horizontal coordinates were scaled from a topographic map and have
 ER0375.an estimated accuracy of +/- 6 seconds.
 ER0375
 ER0375.The orthometric height was determined by differential leveling
 ER0375.and adjusted in June 1991.
 ER0375
 ER0375.The geoid height was determined by GEOID03.
 ER0375
 ER0375.The dynamic height is computed by dividing the NAVD 88
 ER0375.geopotential number by the normal gravity value computed on the
 ER0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0375.degrees latitude (g = 980.6199 gals.).
 ER0375
 ER0375.The modeled gravity was interpolated from observed gravity values.
 ER0375
 ER0375;                    North         East    Units  Estimated Accuracy
 ER0375;SPC AZ E     -   346,530.      294,070.      MT  (+/- 180 meters Scaled)
 ER0375
 ER0375                          SUPERSEDED SURVEY CONTROL
 ER0375
 ER0375.No superseded survey control is available for this station.
 ER0375
 ER0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC575769(NAD 83)
 ER0375_MARKER: I = METAL ROD
 ER0375_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0375+WITH SETTING: INFORMATION.
 ER0375_SP_SET: SHALLOW SET METAL ROD
 ER0375_STAMPING: Y 407 1980
 ER0375_PROJECTION: FLUSH
 ER0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0375_ROD/PIPE-DEPTH: 2.7  meters
 ER0375
 ER0375  HISTORY     - Date     Condition        Report By
 ER0375  HISTORY     - 1980     MONUMENTED       NGS
 ER0375  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 ER0375
 ER0375                          STATION DESCRIPTION
 ER0375
 ER0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0375'1.1 KM NORTH FROM EAGAR.
 ER0375'1.1 KM (0.7 MI) NORTH ALONG U.S. HIGHWAY 180 B FROM THE
 ER0375'POST OFFICE IN EAGAR, 26.7 KM (87.6 FT) WEST OF THE
 ER0375'POST OFFICE IN EAGAR, 26.7 METERS (87.6 FT) WEST OF THE EXTENDED
 ER0375'CENTERLINE OF SEVENTH AVENUE, 13.9 METERS (45.7 FT) WEST OF THE
 ER0375'CENTERLINE OF THE HIGHWAY, 5.0 METERS (16.3 FT) NORTHWEST OF A LIGHT
 ER0375'POLE, 1.2 METERS (3.9 FT) SOUTH OF A POWER POLE WITH THREE GUY
 ER0375'WIRES AND 0.9 METERS (3.0 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS
 ER0375'REACHED AT 2.7 METERS (9.0 FT).  ACCESS TO THE DATUM POINT IS
 ER0375'THROUGH A 5-INCH LOGO CAP.
 ER0375'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 ER0375'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ER0375
 ER0375                          STATION RECOVERY (2005)
 ER0375
 ER0375'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 ER0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0459 ***********************************************************************
 DT0459  DESIGNATION -  Y 408
 DT0459  PID         -  DT0459
 DT0459  STATE/COUNTY-  AZ/APACHE
 DT0459  USGS QUAD   -  NUTRIOSO (1991)
 DT0459
 DT0459                         *CURRENT SURVEY CONTROL
 DT0459  ___________________________________________________________________
 DT0459* NAD 83(1986)-  33 58 40.     (N)    109 11 42.     (W)     SCALED    
 DT0459* NAVD 88     -      2314.666  (meters)    7594.03   (feet)  ADJUSTED  
 DT0459  ___________________________________________________________________
 DT0459  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0459  DYNAMIC HT  -        2310.945 (meters)    7581.83  (feet)  COMP
 DT0459  MODELED GRAV-     978,945.1   (mgal)                       NAVD 88
 DT0459
 DT0459  VERT ORDER  -  FIRST     CLASS II
 DT0459
 DT0459.The horizontal coordinates were scaled from a topographic map and have
 DT0459.an estimated accuracy of +/- 6 seconds.
 DT0459
 DT0459.The orthometric height was determined by differential leveling
 DT0459.and adjusted in June 1991.
 DT0459
 DT0459.The geoid height was determined by GEOID03.
 DT0459
 DT0459.The dynamic height is computed by dividing the NAVD 88
 DT0459.geopotential number by the normal gravity value computed on the
 DT0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0459.degrees latitude (g = 980.6199 gals.).
 DT0459
 DT0459.The modeled gravity was interpolated from observed gravity values.
 DT0459
 DT0459;                    North         East    Units  Estimated Accuracy
 DT0459;SPC AZ E     -   330,620.      303,140.      MT  (+/- 180 meters Scaled)
 DT0459
 DT0459                          SUPERSEDED SURVEY CONTROL
 DT0459
 DT0459.No superseded survey control is available for this station.
 DT0459
 DT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC667611(NAD 83)
 DT0459_MARKER: I = METAL ROD
 DT0459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0459_SP_SET: STAINLESS STEEL ROD
 DT0459_STAMPING: Y 408 1980
 DT0459_PROJECTION: FLUSH
 DT0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0459_ROD/PIPE-DEPTH: 12.2 meters
 DT0459
 DT0459  HISTORY     - Date     Condition        Report By
 DT0459  HISTORY     - 1980     MONUMENTED       NGS
 DT0459
 DT0459                          STATION DESCRIPTION
 DT0459
 DT0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0459'3.4 KM NW FROM NUTRIOSO.
 DT0459'3.4 KM (2.1 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0459'POST OFFICE IN NUTRIOSO, 32.6 METERS (106.9 FT) NORTHWEST OF MILE
 DT0459'POST 415, 14.6 METERS (47.9 FT) WEST OF THE CENTERLINE OF THE
 DT0459'HIGHWAY, 0.9 METERS ( 2.8 FT) EAST OF TELEPHONE POLE NUMBER 1 271,
 DT0459'AND 0.5 METERS (1.6 FT) EAST OF A FENCE.  ACCESS TO THE DATUM POINT
 DT0459'IS THROUGH A 5-INCH LOGO CAP.
 DT0459'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DT0459'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0369 ***********************************************************************
 ER0369  DESIGNATION -  Y 409
 ER0369  PID         -  ER0369
 ER0369  STATE/COUNTY-  AZ/APACHE
 ER0369  USGS QUAD   -  EAGAR (1984)
 ER0369
 ER0369                         *CURRENT SURVEY CONTROL
 ER0369  ___________________________________________________________________
 ER0369* NAD 83(1986)-  34 06 14.     (N)    109 21 27.     (W)     SCALED    
 ER0369* NAVD 88     -      2196.342  (meters)    7205.83   (feet)  ADJUSTED  
 ER0369  ___________________________________________________________________
 ER0369  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ER0369  DYNAMIC HT  -        2192.891 (meters)    7194.51  (feet)  COMP
 ER0369  MODELED GRAV-     978,986.0   (mgal)                       NAVD 88
 ER0369
 ER0369  VERT ORDER  -  FIRST     CLASS II
 ER0369
 ER0369.The horizontal coordinates were scaled from a topographic map and have
 ER0369.an estimated accuracy of +/- 6 seconds.
 ER0369
 ER0369.The orthometric height was determined by differential leveling
 ER0369.and adjusted in June 1991.
 ER0369
 ER0369.The geoid height was determined by GEOID03.
 ER0369
 ER0369.The dynamic height is computed by dividing the NAVD 88
 ER0369.geopotential number by the normal gravity value computed on the
 ER0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0369.degrees latitude (g = 980.6199 gals.).
 ER0369
 ER0369.The modeled gravity was interpolated from observed gravity values.
 ER0369
 ER0369;                    North         East    Units  Estimated Accuracy
 ER0369;SPC AZ E     -   344,470.      288,020.      MT  (+/- 180 meters Scaled)
 ER0369
 ER0369                          SUPERSEDED SURVEY CONTROL
 ER0369
 ER0369.No superseded survey control is available for this station.
 ER0369
 ER0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC515748(NAD 83)
 ER0369_MARKER: DB = BENCH MARK DISK
 ER0369_SETTING: 66 = SET IN ROCK OUTCROP
 ER0369_SP_SET: ROCK OUTCROP
 ER0369_STAMPING: Y 409 1980
 ER0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0369+STABILITY: POSITION/ELEVATION WELL
 ER0369
 ER0369  HISTORY     - Date     Condition        Report By
 ER0369  HISTORY     - 1980     MONUMENTED       NGS
 ER0369  HISTORY     - 20050729 GOOD             USPSQD
 ER0369
 ER0369                          STATION DESCRIPTION
 ER0369
 ER0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0369'6.5 KM WEST FROM EAGAR.
 ER0369'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0369'OFFICE IN EAGAR, THENCE 6.3 KM (3.9 MI) WEST ALONG STATE
 ER0369'HIGHWAY 260, 0.4 KM (0.25 MI) EAST OF MILE POST 392, IN TOP
 ER0369'OF BEDROCK, 53.9 METERS (177.0 FT) EAST OF A SIDE ROAD LEADING
 ER0369'SOUTH, 21.9 METERS (71.7 FT) NORTH OF A FENCE AND 8.8 METERS (29.0 FT
 ER0369'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0369'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ER0369'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 ER0369
 ER0369                          STATION RECOVERY (2005)
 ER0369
 ER0369'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0369'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0202 ***********************************************************************
 ER0202  DESIGNATION -  Y 41
 ER0202  PID         -  ER0202
 ER0202  STATE/COUNTY-  AZ/APACHE
 ER0202  USGS QUAD   -  GREER (1969)
 ER0202
 ER0202                         *CURRENT SURVEY CONTROL
 ER0202  ___________________________________________________________________
 ER0202* NAD 83(1986)-  34 05 43.     (N)    109 25 20.     (W)     SCALED    
 ER0202* NAVD 88     -      2331.406  (meters)    7648.95   (feet)  ADJUSTED  
 ER0202  ___________________________________________________________________
 ER0202  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 ER0202  DYNAMIC HT  -        2327.700 (meters)    7636.80  (feet)  COMP
 ER0202  MODELED GRAV-     978,962.5   (mgal)                       NAVD 88
 ER0202
 ER0202  VERT ORDER  -  FIRST     CLASS II
 ER0202
 ER0202.The horizontal coordinates were scaled from a topographic map and have
 ER0202.an estimated accuracy of +/- 6 seconds.
 ER0202
 ER0202.The orthometric height was determined by differential leveling
 ER0202.and adjusted in June 1991.
 ER0202.WARNING-Repeat measurements at this control monument indicate possible
 ER0202.vertical movement.
 ER0202
 ER0202.The geoid height was determined by GEOID03.
 ER0202
 ER0202.The dynamic height is computed by dividing the NAVD 88
 ER0202.geopotential number by the normal gravity value computed on the
 ER0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0202.degrees latitude (g = 980.6199 gals.).
 ER0202
 ER0202.The modeled gravity was interpolated from observed gravity values.
 ER0202
 ER0202;                    North         East    Units  Estimated Accuracy
 ER0202;SPC AZ E     -   343,470.      282,050.      MT  (+/- 180 meters Scaled)
 ER0202
 ER0202                          SUPERSEDED SURVEY CONTROL
 ER0202
 ER0202  NGVD 29 (??/??/92) 2330.357  (m)         7645.51   (f) ADJ UNCH    1 2
 ER0202
 ER0202.Superseded values are not recommended for survey control.
 ER0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0202.See file dsdata.txt to determine how the superseded data were derived.
 ER0202
 ER0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC455738(NAD 83)
 ER0202_MARKER: DB = BENCH MARK DISK
 ER0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0202_STAMPING: Y 41 1934
 ER0202_PROJECTION: PROJECTING 20 CENTIMETERS
 ER0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0202+STABILITY: SURFACE MOTION
 ER0202
 ER0202  HISTORY     - Date     Condition        Report By
 ER0202  HISTORY     - 1934     MONUMENTED       CGS
 ER0202  HISTORY     - 1970     GOOD             USGS
 ER0202  HISTORY     - 1980     GOOD             NGS
 ER0202
 ER0202                          STATION DESCRIPTION
 ER0202
 ER0202'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ER0202'7.6 MI W FROM EAGAR.
 ER0202'7.6 MILES WEST ALONG STATE HWY. 73 FROM THE JUNCTION OF STATE HWY. 73
 ER0202'AND U.S. HWY. 180B IN EAGAR, ARIZONA. AT A POINT WHERE THE ROAD BEGINS
 ER0202'A STEEP CLIMB UP THE SOUTH SIDE OF A CINDER CONE. 230 FT. NORTH OF THE
 ER0202'HIGHWAY.  500 FT. SOUTHEAST OF SEC. COR. 7, 8, 17, 18 T-8N, R-28N. A
 ER0202'STANDARD DISK, STAMPED Y-41 1934 AND SET IN THE TOP OF A CONCRETE POST
 ER0202'PROJECTING 8 INCHES ABOVE GROUND.
 ER0202
 ER0202                          STATION RECOVERY (1980)
 ER0202
 ER0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 ER0202'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0202'OFFICE IN EAGAR, THENCE 12.4 KM (7.7 MI) WEST ALONG STATE
 ER0202'HIGHWAY 260, 0.7 KM (0.45 MI) WEST OF MILE POST 389, AT A
 ER0202'POWER LINE CROSSING, 76.2 METERS (250.0 FT) NORTH OF THE CENTERLINE
 ER0202'OF THE HIGHWAY, 41.1 METERS (135.0 FT) NORTHWEST OF THE NORTH GATE
 ER0202'POST AND 37.8 METERS (124.0 FT) NORTH OF A FENCE.
 ER0202'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 ER0202'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1039 ***********************************************************************
 DV1039  DESIGNATION -  Y 413 50
 DV1039  PID         -  DV1039
 DV1039  STATE/COUNTY-  AZ/MARICOPA
 DV1039  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1039
 DV1039                         *CURRENT SURVEY CONTROL
 DV1039  ___________________________________________________________________
 DV1039* NAD 83(1986)-  33 32 20.     (N)    113 09 49.     (W)     SCALED    
 DV1039* NAVD 88     -       373.50   (+/-2cm)    1225.4    (feet)  VERTCON   
 DV1039  ___________________________________________________________________
 DV1039  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DV1039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1039
 DV1039.The horizontal coordinates were scaled from a topographic map and have
 DV1039.an estimated accuracy of +/- 6 seconds.
 DV1039
 DV1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1039.The vertical order pertains to the NGVD 29 superseded value.
 DV1039
 DV1039.The geoid height was determined by GEOID03.
 DV1039
 DV1039;                    North         East    Units  Estimated Accuracy
 DV1039;SPC AZ C     -   282,210.       97,550.      MT  (+/- 180 meters Scaled)
 DV1039
 DV1039                          SUPERSEDED SURVEY CONTROL
 DV1039
 DV1039  NGVD 29 (??/??/92)  372.929  (m)         1223.52   (f) ADJ UNCH    2 0
 DV1039
 DV1039.Superseded values are not recommended for survey control.
 DV1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1039.See file dsdata.txt to determine how the superseded data were derived.
 DV1039
 DV1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC991131(NAD 83)
 DV1039_MARKER: DB = BENCH MARK DISK
 DV1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1039_STAMPING: Y 413 50 1962
 DV1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1039+STABILITY: SURFACE MOTION
 DV1039
 DV1039  HISTORY     - Date     Condition        Report By
 DV1039  HISTORY     - 1962     MONUMENTED       CGS
 DV1039
 DV1039                          STATION DESCRIPTION
 DV1039
 DV1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1039'31.1 MI SE FROM SALOME.
 DV1039'31.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1039'AT SALOME, THENCE 0.10 MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH
 DV1039'IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10,
 DV1039'1.5 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1039'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE MARK MAY ALSO BE
 DV1039'REACHED FROM THE POST OFFICE AT TONAPAH IN MARICOPA COUNTY BY GOING
 DV1039'7.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.2 MILES NORTHWEST ALONG
 DV1039'THE SALOME-HASSYAMPA ROAD, THENCE 0.10 MILE EAST-SOUTHEAST ALONG A
 DV1039'BLADED TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1038 ***********************************************************************
 DU1038  DESIGNATION -  Y 414
 DU1038  PID         -  DU1038
 DU1038  STATE/COUNTY-  AZ/PINAL
 DU1038  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1038
 DU1038                         *CURRENT SURVEY CONTROL
 DU1038  ___________________________________________________________________
 DU1038* NAD 83(1986)-  33 00 53.     (N)    111 45 44.     (W)     SCALED    
 DU1038* NAVD 88     -       462.82   (+/-2cm)    1518.4    (feet)  VERTCON   
 DU1038  ___________________________________________________________________
 DU1038  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DU1038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1038
 DU1038.The horizontal coordinates were scaled from a topographic map and have
 DU1038.an estimated accuracy of +/- 6 seconds.
 DU1038
 DU1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1038.The vertical order pertains to the NGVD 29 superseded value.
 DU1038
 DU1038.The geoid height was determined by GEOID03.
 DU1038
 DU1038;                    North         East    Units  Estimated Accuracy
 DU1038;SPC AZ C     -   223,400.      227,790.      MT  (+/- 180 meters Scaled)
 DU1038
 DU1038                          SUPERSEDED SURVEY CONTROL
 DU1038
 DU1038  NGVD 29 (??/??/92)  462.295  (m)         1516.71   (f) ADJ UNCH    2 0
 DU1038
 DU1038.Superseded values are not recommended for survey control.
 DU1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1038.See file dsdata.txt to determine how the superseded data were derived.
 DU1038
 DU1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB288531(NAD 83)
 DU1038_MARKER: DB = BENCH MARK DISK
 DU1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1038_STAMPING: Y 414 1962
 DU1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1038+STABILITY: SURFACE MOTION
 DU1038
 DU1038  HISTORY     - Date     Condition        Report By
 DU1038  HISTORY     - 1962     MONUMENTED       CGS
 DU1038  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 DU1038
 DU1038                          STATION DESCRIPTION
 DU1038
 DU1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1038'10.1 MI N FROM CASA GRANDE.
 DU1038'8.3 MILES NORTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT CASA
 DU1038'GRANDE, THENCE 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 187, THENCE
 DU1038'1.15 MILES NORTHWEST ALONG A STAKED AND CLEARED LINE THAT IS THE
 DU1038'CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 3.6 FEET
 DU1038'NORTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 DU1038'PROJECTING 6 INCHES.
 DU1038
 DU1038                          STATION RECOVERY (2007)
 DU1038
 DU1038'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1038'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0873 ***********************************************************************
 DV0873  DESIGNATION -  Y 415 73
 DV0873  PID         -  DV0873
 DV0873  STATE/COUNTY-  AZ/MARICOPA
 DV0873  USGS QUAD   -  WINTERSBURG (1984)
 DV0873
 DV0873                         *CURRENT SURVEY CONTROL
 DV0873  ___________________________________________________________________
 DV0873* NAD 83(1986)-  33 27 36.     (N)    112 45 53.     (W)     SCALED    
 DV0873* NAVD 88     -       318.50   (+/-2cm)    1044.9    (feet)  VERTCON   
 DV0873  ___________________________________________________________________
 DV0873  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DV0873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0873
 DV0873.The horizontal coordinates were scaled from a topographic map and have
 DV0873.an estimated accuracy of +/- 6 seconds.
 DV0873
 DV0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0873.The vertical order pertains to the NGVD 29 superseded value.
 DV0873
 DV0873.The geoid height was determined by GEOID03.
 DV0873
 DV0873;                    North         East    Units  Estimated Accuracy
 DV0873;SPC AZ C     -   273,090.      134,530.      MT  (+/- 180 meters Scaled)
 DV0873
 DV0873                          SUPERSEDED SURVEY CONTROL
 DV0873
 DV0873  NGVD 29 (??/??/92)  317.866  (m)         1042.87   (f) ADJ UNCH    2 0
 DV0873
 DV0873.Superseded values are not recommended for survey control.
 DV0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0873.See file dsdata.txt to determine how the superseded data were derived.
 DV0873
 DV0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC359036(NAD 83)
 DV0873_MARKER: DB = BENCH MARK DISK
 DV0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0873_STAMPING: Y 415 73 1962
 DV0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0873+STABILITY: SURFACE MOTION
 DV0873
 DV0873  HISTORY     - Date     Condition        Report By
 DV0873  HISTORY     - 1962     MONUMENTED       CGS
 DV0873
 DV0873                          STATION DESCRIPTION
 DV0873
 DV0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0873'11.75 MI SE FROM TONOPAH.
 DV0873'8.75 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0873'THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 DV0873'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV0873'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, ON TOP OF A SMALL KNOLL, NEAR
 DV0873'THE WEST BANK OF THE HASSYAMPA RIVER, 1.5 FEET NORTHWEST OF A METAL
 DV0873'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0607 ***********************************************************************
 CY0607  DESIGNATION -  Y 418
 CY0607  PID         -  CY0607
 CY0607  STATE/COUNTY-  AZ/COCHISE
 CY0607  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0607
 CY0607                         *CURRENT SURVEY CONTROL
 CY0607  ___________________________________________________________________
 CY0607* NAD 83(1986)-  32 09 05.     (N)    109 56 13.     (W)     SCALED    
 CY0607* NAVD 88     -      1275.616  (meters)    4185.08   (feet)  ADJUSTED  
 CY0607  ___________________________________________________________________
 CY0607  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CY0607  DYNAMIC HT  -        1273.690 (meters)    4178.76  (feet)  COMP
 CY0607  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 CY0607  OBS GRAVITY -     979,084.9   (mgal)                       GRAV_OBS
 CY0607
 CY0607  VERT ORDER  -  FIRST     CLASS II
 CY0607
 CY0607.The horizontal coordinates were scaled from a topographic map and have
 CY0607.an estimated accuracy of +/- 6 seconds.
 CY0607
 CY0607.The orthometric height was determined by differential leveling
 CY0607.and adjusted in June 1991.
 CY0607
 CY0607.The geoid height was determined by GEOID03.
 CY0607
 CY0607.The dynamic height is computed by dividing the NAVD 88
 CY0607.geopotential number by the normal gravity value computed on the
 CY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0607.degrees latitude (g = 980.6199 gals.).
 CY0607
 CY0607.The modeled gravity was interpolated from observed gravity values.
 CY0607.The observed gravity was obtained from relative gravimeter ties
 CY0607.to the IGSN71 gravity network.
 CY0607
 CY0607;                    North         East    Units  Estimated Accuracy
 CY0607;SPC AZ E     -   127,680.      235,030.      MT  (+/- 180 meters Scaled)
 CY0607
 CY0607                          SUPERSEDED SURVEY CONTROL
 CY0607
 CY0607.No superseded survey control is available for this station.
 CY0607
 CY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA002577(NAD 83)
 CY0607_MARKER: DB = BENCH MARK DISK
 CY0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0607_SP_SET: STAINLESS STEEL ROD
 CY0607_STAMPING: Y 418 1979
 CY0607_PROJECTION: FLUSH
 CY0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0607_ROD/PIPE-DEPTH: 4.9  meters
 CY0607
 CY0607  HISTORY     - Date     Condition        Report By
 CY0607  HISTORY     - 1979     MONUMENTED       NGS
 CY0607
 CY0607                          STATION DESCRIPTION
 CY0607
 CY0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0607'18.5 KM SW FROM WILLCOX.
 CY0607'15.1 KILOMETERS (9.4 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0607'RAILROAD FROM THE STATION AT WILLCOX, THENCE 3.4 KILOMETERS (2.1
 CY0607'MILES) NORTHWEST ALONG U. S. HIGHWAY 666, 29.8 METERS (97.7 FEET)
 CY0607'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.2 METERS (95.7 FEET)
 CY0607'SOUTH OF MILE POST 65, 28.8 METERS (94 FEET) SOUTHEAST OF POWER LINE
 CY0607'POLE 73 AND 0.8 METER (2.7 FEET) NORTHEAST OF THE SOUTHWEST RIGHT-
 CY0607'OF-WAY FENCE.
 CY0607'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 CY0607'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0868 ***********************************************************************
 CG0868  DESIGNATION -  Y 419
 CG0868  PID         -  CG0868
 CG0868  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0868  USGS QUAD   -  AMADO (1981)
 CG0868
 CG0868                         *CURRENT SURVEY CONTROL
 CG0868  ___________________________________________________________________
 CG0868* NAD 83(1986)-  31 41 44.     (N)    111 03 55.     (W)     SCALED    
 CG0868* NAVD 88     -       947.797  (meters)    3109.56   (feet)  ADJUSTED  
 CG0868  ___________________________________________________________________
 CG0868  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0868  DYNAMIC HT  -         946.393 (meters)    3104.96  (feet)  COMP
 CG0868  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 CG0868
 CG0868  VERT ORDER  -  FIRST     CLASS II
 CG0868
 CG0868.The horizontal coordinates were scaled from a topographic map and have
 CG0868.an estimated accuracy of +/- 6 seconds.
 CG0868
 CG0868.The orthometric height was determined by differential leveling
 CG0868.and adjusted in June 1991.
 CG0868
 CG0868.The geoid height was determined by GEOID03.
 CG0868
 CG0868.The dynamic height is computed by dividing the NAVD 88
 CG0868.geopotential number by the normal gravity value computed on the
 CG0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0868.degrees latitude (g = 980.6199 gals.).
 CG0868
 CG0868.The modeled gravity was interpolated from observed gravity values.
 CG0868
 CG0868;                    North         East    Units  Estimated Accuracy
 CG0868;SPC AZ C     -    77,430.      294,070.      MT  (+/- 180 meters Scaled)
 CG0868
 CG0868                          SUPERSEDED SURVEY CONTROL
 CG0868
 CG0868.No superseded survey control is available for this station.
 CG0868
 CG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA938066(NAD 83)
 CG0868_MARKER: DB = BENCH MARK DISK
 CG0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0868_SP_SET: STAINLESS STEEL ROD
 CG0868_STAMPING: Y 419 1980
 CG0868_PROJECTION: RECESSED 4 CENTIMETERS
 CG0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0868_ROD/PIPE-DEPTH: 6.1  meters
 CG0868
 CG0868  HISTORY     - Date     Condition        Report By
 CG0868  HISTORY     - 1980     MONUMENTED       NGS
 CG0868
 CG0868                          STATION DESCRIPTION
 CG0868
 CG0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0868'3.7 KM SOUTH FROM AMADO.
 CG0868'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG INTERSTATE HIGHWAY I-19
 CG0868'FROM THE ARIVACA ROAD UNDERPASS AT AMADO, 0.2 KILOMETER (0.15 MILE)
 CG0868'SOUTH OF KILOMETER POST 45, 66.8 METERS (219.2 FEET) SOUTH
 CG0868'OF THE CENTERLINE OF A PRIVATE GRAVEL ROAD LEADING IN FROM THE
 CG0868'WEST FRONTAGE ROAD, 27.4 METERS (90.0 FEET) WEST OF THE CENTERLINE
 CG0868'OF THE SOUTH BOOUND TRAFFIC LANE, 10.6 METERS (34.8 FEET) EAST
 CG0868'OF THE CENTERLINE OF THE WEST FRONTAGE ROAD
 CG0868'0.65 METER (2.2 FEET) EAST OF WEST FREEWAY RIGHT-OF-WAY FENCE
 CG0868'2,7 METERS (8.9 FEET) NORTH OF A BRACED ANGLE IRON FENCE POST.
 CG0868'THE MARK IS 1.8 METERS  S FROM A WITNESS POST.
 CG0868'THE MARK IS 1.5 M ABOVE THE HIGHWAY...
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0265 ***********************************************************************
 ER0265  DESIGNATION -  Y 42
 ER0265  PID         -  ER0265
 ER0265  STATE/COUNTY-  AZ/NAVAJO
 ER0265  USGS QUAD   -  INDIAN PINE (1977)
 ER0265
 ER0265                         *CURRENT SURVEY CONTROL
 ER0265  ___________________________________________________________________
 ER0265* NAD 83(1986)-  34 01 37.     (N)    109 54 34.     (W)     SCALED    
 ER0265* NAVD 88     -      2013.260  (meters)    6605.17   (feet)  ADJUSTED  
 ER0265  ___________________________________________________________________
 ER0265  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ER0265  DYNAMIC HT  -        2010.188 (meters)    6595.09  (feet)  COMP
 ER0265  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 ER0265
 ER0265  VERT ORDER  -  FIRST     CLASS II
 ER0265
 ER0265.The horizontal coordinates were scaled from a topographic map and have
 ER0265.an estimated accuracy of +/- 6 seconds.
 ER0265
 ER0265.The orthometric height was determined by differential leveling
 ER0265.and adjusted in June 1991.
 ER0265
 ER0265.The geoid height was determined by GEOID03.
 ER0265
 ER0265.The dynamic height is computed by dividing the NAVD 88
 ER0265.geopotential number by the normal gravity value computed on the
 ER0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0265.degrees latitude (g = 980.6199 gals.).
 ER0265
 ER0265.The modeled gravity was interpolated from observed gravity values.
 ER0265
 ER0265;                    North         East    Units  Estimated Accuracy
 ER0265;SPC AZ E     -   335,670.      237,110.      MT  (+/- 180 meters Scaled)
 ER0265
 ER0265                          SUPERSEDED SURVEY CONTROL
 ER0265
 ER0265  NGVD 29 (??/??/92) 2012.373  (m)         6602.26   (f) ADJ UNCH    1 2
 ER0265
 ER0265.Superseded values are not recommended for survey control.
 ER0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0265.See file dsdata.txt to determine how the superseded data were derived.
 ER0265
 ER0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC006656(NAD 83)
 ER0265_MARKER: DB = BENCH MARK DISK
 ER0265_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ER0265_SP_SET: UNSPECIFIED ROCK
 ER0265_STAMPING: Y 42 1934
 ER0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0265
 ER0265  HISTORY     - Date     Condition        Report By
 ER0265  HISTORY     - 1934     MONUMENTED       CGS
 ER0265  HISTORY     - 1976     MARK NOT FOUND   USGS
 ER0265  HISTORY     - 1979     MARK NOT FOUND   NGS
 ER0265
 ER0265                          STATION DESCRIPTION
 ER0265
 ER0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0265'7.3 MI SW FROM MCNARY.
 ER0265'IN NAVAJO COUNTY, 7.3 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 ER0265'MCNARY, APACHE COUNTY, 4.2 MILES SOUTH OF THE JUNCTION WITH STATE
 ER0265'HIGHWAY 173, 35 FEET EAST OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE,
 ER0265'46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 ER0265'ROCK.  A STANDARD DISK, STAMPED Y 42 1934.
 ER0265
 ER0265                          STATION RECOVERY (1976)
 ER0265
 ER0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0265'MARK NOT FOUND.
 ER0265
 ER0265                          STATION RECOVERY (1979)
 ER0265
 ER0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ER0265'NOTE=HIGHWAY AT DESCRIBED LOCATION HAS BEEN WIDENED AND BRIDGE
 ER0265'REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0219 ***********************************************************************
 CF0219  DESIGNATION -  Y 420
 CF0219  PID         -  CF0219
 CF0219  STATE/COUNTY-  AZ/COCHISE
 CF0219  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0219
 CF0219                         *CURRENT SURVEY CONTROL
 CF0219  ___________________________________________________________________
 CF0219* NAD 83(1986)-  31 45 57.     (N)    109 41 24.     (W)     SCALED    
 CF0219* NAVD 88     -      1289.413  (meters)    4230.35   (feet)  ADJUSTED  
 CF0219  ___________________________________________________________________
 CF0219  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CF0219  DYNAMIC HT  -        1287.405 (meters)    4223.76  (feet)  COMP
 CF0219  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 CF0219
 CF0219  VERT ORDER  -  FIRST     CLASS II
 CF0219
 CF0219.The horizontal coordinates were scaled from a topographic map and have
 CF0219.an estimated accuracy of +/- 6 seconds.
 CF0219
 CF0219.The orthometric height was determined by differential leveling
 CF0219.and adjusted in June 1991.
 CF0219
 CF0219.The geoid height was determined by GEOID03.
 CF0219
 CF0219.The dynamic height is computed by dividing the NAVD 88
 CF0219.geopotential number by the normal gravity value computed on the
 CF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0219.degrees latitude (g = 980.6199 gals.).
 CF0219
 CF0219.The modeled gravity was interpolated from observed gravity values.
 CF0219
 CF0219;                    North         East    Units  Estimated Accuracy
 CF0219;SPC AZ E     -    85,000.      258,510.      MT  (+/- 180 meters Scaled)
 CF0219
 CF0219                          SUPERSEDED SURVEY CONTROL
 CF0219
 CF0219.No superseded survey control is available for this station.
 CF0219
 CF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA240152(NAD 83)
 CF0219_MARKER: DB = BENCH MARK DISK
 CF0219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0219_SP_SET: STAINLESS STEEL ROD
 CF0219_STAMPING: Y 420 1980
 CF0219_PROJECTION: PROJECTING 3 CENTIMETERS
 CF0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0219_ROD/PIPE-DEPTH: 3.0  meters
 CF0219
 CF0219  HISTORY     - Date     Condition        Report By
 CF0219  HISTORY     - 1980     MONUMENTED       NGS
 CF0219
 CF0219                          STATION DESCRIPTION
 CF0219
 CF0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0219'9.2 KM NORTH FROM ELFRIDA.
 CF0219'9.2 KILOMETERS (5.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM THE
 CF0219'POST OFFICE IN ELFRIDA, 0.1 KILOMETER (0.05 MILE) NORTH OF
 CF0219'HIGHWAY MILEPOST 30, AT A T-JUNCTION IN THE RIGHT-OF-WAY
 CF0219'FENCELINE, 400 PACES WEST AND ACROSS THE HIGHWAY FROM TWO
 CF0219'LARGE GRAIN BINS, 14.9 METERS (49 FEET) WEST OF THE CENTERLINE
 CF0219'OF THE HIGHWAY, 0.3 METER (1 FOOT) EAST OF THE RIGHT-OF-WAY
 CF0219'FENCE.
 CF0219'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CF0219'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0248 ***********************************************************************
 CF0248  DESIGNATION -  Y 421
 CF0248  PID         -  CF0248
 CF0248  STATE/COUNTY-  AZ/COCHISE
 CF0248  USGS QUAD   -  DOUGLAS (1978)
 CF0248
 CF0248                         *CURRENT SURVEY CONTROL
 CF0248  ___________________________________________________________________
 CF0248* NAD 83(1986)-  31 21 01.     (N)    109 33 44.     (W)     SCALED    
 CF0248* NAVD 88     -      1208.099  (meters)    3963.57   (feet)  ADJUSTED  
 CF0248  ___________________________________________________________________
 CF0248  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CF0248  DYNAMIC HT  -        1206.212 (meters)    3957.38  (feet)  COMP
 CF0248  MODELED GRAV-     979,036.9   (mgal)                       NAVD 88
 CF0248
 CF0248  VERT ORDER  -  FIRST     CLASS II
 CF0248
 CF0248.The horizontal coordinates were scaled from a topographic map and have
 CF0248.an estimated accuracy of +/- 6 seconds.
 CF0248
 CF0248.The orthometric height was determined by differential leveling
 CF0248.and adjusted in June 1991.
 CF0248
 CF0248.The geoid height was determined by GEOID03.
 CF0248
 CF0248.The dynamic height is computed by dividing the NAVD 88
 CF0248.geopotential number by the normal gravity value computed on the
 CF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0248.degrees latitude (g = 980.6199 gals.).
 CF0248
 CF0248.The modeled gravity was interpolated from observed gravity values.
 CF0248
 CF0248;                    North         East    Units  Estimated Accuracy
 CF0248;SPC AZ E     -    38,990.      270,870.      MT  (+/- 180 meters Scaled)
 CF0248
 CF0248                          SUPERSEDED SURVEY CONTROL
 CF0248
 CF0248.No superseded survey control is available for this station.
 CF0248
 CF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV367693(NAD 83)
 CF0248_MARKER: DB = BENCH MARK DISK
 CF0248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CF0248_SP_SET: BRIDGE
 CF0248_STAMPING: Y 421 1980
 CF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0248+STABILITY: SURFACE MOTION
 CF0248
 CF0248  HISTORY     - Date     Condition        Report By
 CF0248  HISTORY     - 1980     MONUMENTED       NGS
 CF0248
 CF0248                          STATION DESCRIPTION
 CF0248
 CF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0248'0.7 KM WEST FROM DOUGLAS.
 CF0248'0.7 KILOMETER (0.45 MILE) WEST ALONG U.S. HIGHWAY 80 FROM
 CF0248'THE CROSSING OF THE RAILROAD OVERPASS IN DOUGLAS, IN THE
 CF0248'SECOND PIER OF THE EAST END OF THE SOUTH SIDE OF A HIGHWAY BRIDGE
 CF0248'OVER A WASH, 5.6 METERS (18.5 FEET) SOUTH OF THE CENTERLINE OF
 CF0248'THE HIGHWAY, 24.7 METERS (81 FEET) EAST OF THE WEST END OF THE
 CF0248'BRIDGE, 11.9 METERS (39 FEET) WEST OF THE EAST END OF THE BRIDGE.
 CF0248'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1428 ***********************************************************************
 CZ1428  DESIGNATION -  Y 423
 CZ1428  PID         -  CZ1428
 CZ1428  STATE/COUNTY-  AZ/PIMA
 CZ1428  USGS QUAD   -  MARANA (1992)
 CZ1428
 CZ1428                         *CURRENT SURVEY CONTROL
 CZ1428  ___________________________________________________________________
 CZ1428* NAD 83(1986)-  32 23 50.     (N)    111 07 32.     (W)     SCALED    
 CZ1428* NAVD 88     -       635.566  (meters)    2085.19   (feet)  ADJUSTED  
 CZ1428  ___________________________________________________________________
 CZ1428  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ1428  DYNAMIC HT  -         634.720 (meters)    2082.41  (feet)  COMP
 CZ1428  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 CZ1428
 CZ1428  VERT ORDER  -  FIRST     CLASS II
 CZ1428
 CZ1428.The horizontal coordinates were scaled from a topographic map and have
 CZ1428.an estimated accuracy of +/- 6 seconds.
 CZ1428
 CZ1428.The orthometric height was determined by differential leveling
 CZ1428.and adjusted in June 1991.
 CZ1428
 CZ1428.The geoid height was determined by GEOID03.
 CZ1428
 CZ1428.The dynamic height is computed by dividing the NAVD 88
 CZ1428.geopotential number by the normal gravity value computed on the
 CZ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1428.degrees latitude (g = 980.6199 gals.).
 CZ1428
 CZ1428.The modeled gravity was interpolated from observed gravity values.
 CZ1428
 CZ1428;                    North         East    Units  Estimated Accuracy
 CZ1428;SPC AZ C     -   155,190.      287,780.      MT  (+/- 180 meters Scaled)
 CZ1428
 CZ1428                          SUPERSEDED SURVEY CONTROL
 CZ1428
 CZ1428.No superseded survey control is available for this station.
 CZ1428
 CZ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA881844(NAD 83)
 CZ1428_MARKER: DB = BENCH MARK DISK
 CZ1428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1428_SP_SET: OVERPASS PIER FOUNDATION
 CZ1428_STAMPING: Y 423 1980
 CZ1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1428+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1428
 CZ1428  HISTORY     - Date     Condition        Report By
 CZ1428  HISTORY     - 1980     MONUMENTED       NGS
 CZ1428  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1428
 CZ1428                          STATION DESCRIPTION
 CZ1428
 CZ1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1428'24.8 KM NW FROM TUCSON.
 CZ1428'24.8 KILOMETERS (15.4 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1428'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ1428'SOUTHEAST OF A SUBSTATION, AT AN OVERPASS OF THE WESTBOUND LANES OF
 CZ1428'INTERSTATE HIGHWAY 10 OVER A SPUR TRACK, SET IN TOP OF THE SOUTHEAST
 CZ1428'CORNER OF THE CONCRETE FOOTING FOR THE NORTH BRIDGE PIERS, FLUSH WITH
 CZ1428'THE GROUND, 3.2 METERS (10.3 FEET) NORTH OF THE NORTH RAIL OF THE
 CZ1428'SPUR TRACK, 0.2 METER (0.7 FOOT) WEST OF THE EAST END OF THE FOOTING
 CZ1428'AND 0.2 METER (0.7 FOOT) NORTH OF THE SOUTH EDGE OF THE FOOTING.
 CZ1428'THE MARK IS 0.1 M ABOVE THE RAILS.
 CZ1428
 CZ1428                          STATION RECOVERY (2006)
 CZ1428
 CZ1428'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1422 ***********************************************************************
 CZ1422  DESIGNATION -  Y 424
 CZ1422  PID         -  CZ1422
 CZ1422  STATE/COUNTY-  AZ/PIMA
 CZ1422  USGS QUAD   -  JAYNES (1992)
 CZ1422
 CZ1422                         *CURRENT SURVEY CONTROL
 CZ1422  ___________________________________________________________________
 CZ1422* NAD 83(1986)-  32 21 23.     (N)    111 05 12.     (W)     SCALED    
 CZ1422* NAVD 88     -       656.787  (meters)    2154.81   (feet)  ADJUSTED  
 CZ1422  ___________________________________________________________________
 CZ1422  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CZ1422  DYNAMIC HT  -         655.904 (meters)    2151.91  (feet)  COMP
 CZ1422  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 CZ1422
 CZ1422  VERT ORDER  -  FIRST     CLASS II
 CZ1422
 CZ1422.The horizontal coordinates were scaled from a topographic map and have
 CZ1422.an estimated accuracy of +/- 6 seconds.
 CZ1422
 CZ1422.The orthometric height was determined by differential leveling
 CZ1422.and adjusted in June 1991.
 CZ1422
 CZ1422.The geoid height was determined by GEOID03.
 CZ1422
 CZ1422.The dynamic height is computed by dividing the NAVD 88
 CZ1422.geopotential number by the normal gravity value computed on the
 CZ1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1422.degrees latitude (g = 980.6199 gals.).
 CZ1422
 CZ1422.The modeled gravity was interpolated from observed gravity values.
 CZ1422
 CZ1422;                    North         East    Units  Estimated Accuracy
 CZ1422;SPC AZ C     -   150,690.      291,480.      MT  (+/- 180 meters Scaled)
 CZ1422
 CZ1422                          SUPERSEDED SURVEY CONTROL
 CZ1422
 CZ1422.No superseded survey control is available for this station.
 CZ1422
 CZ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA918799(NAD 83)
 CZ1422_MARKER: I = METAL ROD
 CZ1422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1422_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1422_STAMPING: Y 424 1980
 CZ1422_PROJECTION: FLUSH
 CZ1422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1422+STABILITY: POSITION/ELEVATION WELL
 CZ1422_ROD/PIPE-DEPTH: 12.8 meters
 CZ1422_SLEEVE-DEPTH  : 8.8 meters
 CZ1422
 CZ1422  HISTORY     - Date     Condition        Report By
 CZ1422  HISTORY     - 1980     MONUMENTED       NGS
 CZ1422  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 CZ1422  HISTORY     - 20061210 MARK NOT FOUND   GEOCAC
 CZ1422
 CZ1422                          STATION DESCRIPTION
 CZ1422
 CZ1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1422'18.9 KM NW FROM TUCSON.
 CZ1422'18.9 KILOMETERS (11.9 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1422'RAILROAD FROM THE STATION AT TUCSON, 0.3 KILOMETER (0.2 MILE)
 CZ1422'SOUTHEAST OF THE INTERSTATE 10 OVERPASS OVER CORTARO ROAD, 79 PACES
 CZ1422'NORTHWEST OF AN IRRIGATION WATER PUMP, 91.5 METERS (300 FEET)
 CZ1422'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 53 METERS (174 FEET)
 CZ1422'SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 43.9 METERS
 CZ1422'(144 FEET) SOUTHWEST OF BENCH MARK 95+65.2 AHD, 43.5 METERS (142 FEET)
 CZ1422'WEST OF A LONE 3-METER COTTONWOOD TREE, 27.9 METERS (92 FEET)
 CZ1422'NORTHWEST OF A 5-CENTIMETER PIPE FENCE POST AT THE CENTER OF A
 CZ1422'BRACE IN THE HIGHWAY RIGHT-OF-WAY FENCE, 14 METERS (46 FEET)
 CZ1422'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND CORTARO ROAD OFF-RAMP
 CZ1422'AND 2.4 METERS (7.7 FEET) NORTHEAST OF THE FIRST POWER POLE SOUTHWEST
 CZ1422'OF THE JUNCTION POLE FOR A T-JUNCTION IN THE POWER LINES.  THE MARK
 CZ1422'IS 1.8 METERS (6 FEET) BELOW THE CENTERLINE OF THE FREEWAY.
 CZ1422'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CZ1422'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 CZ1422
 CZ1422                          STATION RECOVERY (1997)
 CZ1422
 CZ1422'RECOVERY NOTE BY US POWER SQUADRON 1997
 CZ1422'MARK NOT FOUND.
 CZ1422
 CZ1422                          STATION RECOVERY (2006)
 CZ1422
 CZ1422'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1422'THE EXIT RAMP HAS BEEN REALIGNED. THE REFERENCE OBJECTS ARE NO LONGER
 CZ1422'AVAILABLE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0012 ***********************************************************************
 DU0012  DESIGNATION -  Y 43
 DU0012  PID         -  DU0012
 DU0012  STATE/COUNTY-  AZ/GILA
 DU0012  USGS QUAD   -  FORKS BUTTE (1978)
 DU0012
 DU0012                         *CURRENT SURVEY CONTROL
 DU0012  ___________________________________________________________________
 DU0012* NAD 83(1986)-  33 43 00.     (N)    110 12 08.     (W)     SCALED    
 DU0012* NAVD 88     -      1430.936  (meters)    4694.66   (feet)  ADJUSTED  
 DU0012  ___________________________________________________________________
 DU0012  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DU0012  DYNAMIC HT  -        1428.896 (meters)    4687.97  (feet)  COMP
 DU0012  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 DU0012
 DU0012  VERT ORDER  -  FIRST     CLASS II
 DU0012
 DU0012.The horizontal coordinates were scaled from a topographic map and have
 DU0012.an estimated accuracy of +/- 6 seconds.
 DU0012
 DU0012.The orthometric height was determined by differential leveling
 DU0012.and adjusted in June 1991.
 DU0012
 DU0012.The geoid height was determined by GEOID03.
 DU0012
 DU0012.The dynamic height is computed by dividing the NAVD 88
 DU0012.geopotential number by the normal gravity value computed on the
 DU0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0012.degrees latitude (g = 980.6199 gals.).
 DU0012
 DU0012.The modeled gravity was interpolated from observed gravity values.
 DU0012
 DU0012;                    North         East    Units  Estimated Accuracy
 DU0012;SPC AZ E     -   301,230.      210,070.      MT  (+/- 180 meters Scaled)
 DU0012
 DU0012                          SUPERSEDED SURVEY CONTROL
 DU0012
 DU0012  NGVD 29 (??/??/92) 1430.267  (m)         4692.47   (f) ADJ UNCH    1 2
 DU0012
 DU0012.Superseded values are not recommended for survey control.
 DU0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0012.See file dsdata.txt to determine how the superseded data were derived.
 DU0012
 DU0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC739310(NAD 83)
 DU0012_MARKER: DB = BENCH MARK DISK
 DU0012_SETTING: 66 = SET IN ROCK OUTCROP
 DU0012_SP_SET: LIMESTONE LEDGE
 DU0012_STAMPING: Y 43 1934
 DU0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0012+STABILITY: POSITION/ELEVATION WELL
 DU0012
 DU0012  HISTORY     - Date     Condition        Report By
 DU0012  HISTORY     - 1934     MONUMENTED       CGS
 DU0012
 DU0012                          STATION DESCRIPTION
 DU0012
 DU0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0012'22.0 MI SW FROM WHITERIVER.
 DU0012'IN GILA COUNTY, 22.0 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0012'WHITERIVER, NAVAJO COUNTY, 1.1 MILES NORTHEAST OF THE BRIDGE OVER
 DU0012'BLACK RIVER, NEAR THE SUMMIT OF THE STEEP PART OF A HIGHWAY GRADE, 47
 DU0012'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LIMESTONE
 DU0012'LEDGE, AND 19 FEET NORTH OF THE EDGE OF THE LEDGE.  A STANDARD DISK,
 DU0012'STAMPED Y 43 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2283 ***********************************************************************
 CZ2283  DESIGNATION -  Y 43
 CZ2283  PID         -  CZ2283
 CZ2283  STATE/COUNTY-  AZ/PINAL
 CZ2283  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2283
 CZ2283                         *CURRENT SURVEY CONTROL
 CZ2283  ___________________________________________________________________
 CZ2283* NAD 83(1992)-  32 53 39.93099(N)    111 50 37.19803(W)     ADJUSTED  
 CZ2283* NAVD 88     -       409.80   (+/-2cm)    1344.5    (feet)  VERTCON   
 CZ2283  ___________________________________________________________________
 CZ2283  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CZ2283  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CZ2283  HORZ ORDER  -  FIRST
 CZ2283  VERT ORDER  -  THIRD ? (See Below)
 CZ2283
 CZ2283.The horizontal coordinates were established by classical geodetic methods
 CZ2283.and adjusted by the National Geodetic Survey in August 1993.
 CZ2283
 CZ2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2283.The vertical order pertains to the NGVD 29 superseded value.
 CZ2283
 CZ2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2283
 CZ2283.The geoid height was determined by GEOID03.
 CZ2283
 CZ2283;                    North         East     Units Scale Factor Converg.
 CZ2283;SPC AZ C     -   210,046.468   220,189.567   MT  0.99990057   +0 02 22.7
 CZ2283;SPC AZ C     -   689,128.83    722,406.72   iFT  0.99990057   +0 02 22.7
 CZ2283;UTM  12      - 3,639,898.537   421,093.319   MT  0.99967677   -0 27 29.6
 CZ2283
 CZ2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2283!SPC AZ C     -   0.99994042  x   0.99990057  =   0.99984099
 CZ2283!UTM  12      -   0.99994042  x   0.99967677  =   0.99961721
 CZ2283
 CZ2283:                Primary Azimuth Mark                     Grid Az
 CZ2283:SPC AZ C     -  AC 43X                                   083 50 33.2
 CZ2283:UTM  12      -  AC 43X                                   084 20 25.5
 CZ2283
 CZ2283|---------------------------------------------------------------------|
 CZ2283| PID    Reference Object                     Distance      Geod. Az  |
 CZ2283|                                                           dddmmss.s |
 CZ2283| CZ2272 AC 43X                              APPROX. 6.7 KM 0835255.9 |
 CZ2283| CH6228 Y 43 RM E                             8.824 METERS 08938     |
 CZ2283| CH6229 Y 43 RM S                             8.831 METERS 17934     |
 CZ2283|---------------------------------------------------------------------|
 CZ2283
 CZ2283                          SUPERSEDED SURVEY CONTROL
 CZ2283
 CZ2283  NAD 83(1986)-  32 53 39.92456(N)    111 50 37.19947(W) AD(       ) 1
 CZ2283  NAD 27      -  32 53 39.73478(N)    111 50 34.72080(W) AD(       ) 1
 CZ2283  NGVD 29 (07/19/86)  409.18   (m)         1342.5    (f) LEVELING    3  
 CZ2283
 CZ2283.Superseded values are not recommended for survey control.
 CZ2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2283.See file dsdata.txt to determine how the superseded data were derived.
 CZ2283
 CZ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2109339899(NAD 83)
 CZ2283_MARKER: DD = SURVEY DISK
 CZ2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2283
 CZ2283  HISTORY     - Date     Condition        Report By
 CZ2283  HISTORY     - 1967     MONUMENTED       DMA
 CZ2283  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2283
 CZ2283                          STATION DESCRIPTION
 CZ2283
 CZ2283'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2283'T-6-S.  R-5-E.  IN SECTION 17 NEAR THE SOUTHEAST CORNER.
 CZ2283'
 CZ2283'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2283'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2283'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2283'STAMPED--Y 43 1967 ARMY MAP SERVICE.
 CZ2283'
 CZ2283'THE STATION MARK IS LOCATED 102 FEET NORTH OF THE CENTERLINE
 CZ2283'OF EAST-WEST ROAD.  71 FEET WEST OF NORTH-SOUTH FENCE.  73 FT
 CZ2283'NORTHEAST OF THE CENTERLINE OF NORTHWEST-SOUTHEAST TRAIL.  82
 CZ2283'FEET WESTNORTHWEST OF A GAS REGULATOR.
 CZ2283'
 CZ2283'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2283'GRANDE, ARIZONA GO WEST ON 84 FOR 4.0 MILES TO A CROSSROAD
 CZ2283'(BIANCO ROAD).  TURN RIGHT AND GO NORTH ON BIANCO ROAD FOR 1.0
 CZ2283'MILE TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 1.0 MILE TO THE
 CZ2283'STATION SITE.
 CZ2283
 CZ2283                          STATION RECOVERY (2007)
 CZ2283
 CZ2283'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2283'THE REMAINS OF THE MONUMENT WERE LOCATED, BUT THE MARK WAS NOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1111 ***********************************************************************
 DU1111  DESIGNATION -  Y 430
 DU1111  PID         -  DU1111
 DU1111  STATE/COUNTY-  AZ/GRAHAM
 DU1111  USGS QUAD   -  BYLAS (1989)
 DU1111
 DU1111                         *CURRENT SURVEY CONTROL
 DU1111  ___________________________________________________________________
 DU1111* NAD 83(1986)-  33 07 58.     (N)    110 07 12.     (W)     SCALED    
 DU1111* NAVD 88     -       801.529  (meters)    2629.68   (feet)  ADJUSTED  
 DU1111  ___________________________________________________________________
 DU1111  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DU1111  DYNAMIC HT  -         800.440 (meters)    2626.11  (feet)  COMP
 DU1111  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 DU1111
 DU1111  VERT ORDER  -  FIRST     CLASS II
 DU1111
 DU1111.The horizontal coordinates were scaled from a topographic map and have
 DU1111.an estimated accuracy of +/- 6 seconds.
 DU1111
 DU1111.The orthometric height was determined by differential leveling
 DU1111.and adjusted in June 1991.
 DU1111
 DU1111.The geoid height was determined by GEOID03.
 DU1111
 DU1111.The dynamic height is computed by dividing the NAVD 88
 DU1111.geopotential number by the normal gravity value computed on the
 DU1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1111.degrees latitude (g = 980.6199 gals.).
 DU1111
 DU1111.The modeled gravity was interpolated from observed gravity values.
 DU1111
 DU1111;                    North         East    Units  Estimated Accuracy
 DU1111;SPC AZ E     -   236,480.      217,710.      MT  (+/- 180 meters Scaled)
 DU1111
 DU1111                          SUPERSEDED SURVEY CONTROL
 DU1111
 DU1111.No superseded survey control is available for this station.
 DU1111
 DU1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB820663(NAD 83)
 DU1111_MARKER: I = METAL ROD
 DU1111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1111_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1111_STAMPING: Y 430 1979
 DU1111_PROJECTION: FLUSH
 DU1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1111+STABILITY: POSITION/ELEVATION WELL
 DU1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1111+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DU1111_ROD/PIPE-DEPTH: 10.6 meters
 DU1111_SLEEVE-DEPTH  : 7.6 meters
 DU1111
 DU1111  HISTORY     - Date     Condition        Report By
 DU1111  HISTORY     - 1979     MONUMENTED       NGS
 DU1111  HISTORY     - 20081009 GOOD             GEOCAC
 DU1111
 DU1111                          STATION DESCRIPTION
 DU1111
 DU1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1111'1.7 KM NW FROM BYLAS.
 DU1111'1.7 KILOMETERS (1.05 MILE) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1111'POST OFFICE IN BYLAS, 0.2 KILOMETER (0.15 MILE) SOUTHEAST OF MILE
 DU1111'POST 295, SET IN LINE WITH A ROW OF POWER LINE POLES AT A POWER LINE
 DU1111'CROSSING IN BYLAS, 16.7 METERS (55 FEET) NORTHEAST OF THE CENTERLINE
 DU1111'OF THE HIGHWAY, 36.0 METERS (118 FEET) NORTHWEST OF THE CENTERLINE
 DU1111'OF A PAVED ROAD, 13.9 METERS (45.5 FEET) SOUTHWEST OF THE RIGHT-OF-
 DU1111'WAY FENCE AND 2.4 METERS (8 FEET) SOUTHEAST OF POWER LINE POLE 31-5
 DU1111'WITH 3 GUY WIRES ATTACHED.
 DU1111'THE MARK IS .6 METERS  NW FROM A WITNESS POST.
 DU1111
 DU1111                          STATION RECOVERY (2008)
 DU1111
 DU1111'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1111'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1111'07.960' W110  07.222'. *NOTE* UTILITY POLE HAS ONLY TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0250 ***********************************************************************
 CF0250  DESIGNATION -  Y 431
 CF0250  PID         -  CF0250
 CF0250  STATE/COUNTY-  AZ/COCHISE
 CF0250  USGS QUAD   -  DOUGLAS (1978)
 CF0250
 CF0250                         *CURRENT SURVEY CONTROL
 CF0250  ___________________________________________________________________
 CF0250* NAD 83(1986)-  31 20 03.     (N)    109 33 36.     (W)     SCALED    
 CF0250* NAVD 88     -      1205.527  (meters)    3955.13   (feet)  ADJUSTED  
 CF0250  ___________________________________________________________________
 CF0250  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CF0250  DYNAMIC HT  -        1203.643 (meters)    3948.95  (feet)  COMP
 CF0250  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 CF0250
 CF0250  VERT ORDER  -  FIRST     CLASS II
 CF0250
 CF0250.The horizontal coordinates were scaled from a topographic map and have
 CF0250.an estimated accuracy of +/- 6 seconds.
 CF0250
 CF0250.The orthometric height was determined by differential leveling
 CF0250.and adjusted in June 1991.
 CF0250
 CF0250.The geoid height was determined by GEOID03.
 CF0250
 CF0250.The dynamic height is computed by dividing the NAVD 88
 CF0250.geopotential number by the normal gravity value computed on the
 CF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0250.degrees latitude (g = 980.6199 gals.).
 CF0250
 CF0250.The modeled gravity was interpolated from observed gravity values.
 CF0250
 CF0250;                    North         East    Units  Estimated Accuracy
 CF0250;SPC AZ E     -    37,210.      271,090.      MT  (+/- 180 meters Scaled)
 CF0250
 CF0250                          SUPERSEDED SURVEY CONTROL
 CF0250
 CF0250.No superseded survey control is available for this station.
 CF0250
 CF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV369675(NAD 83)
 CF0250_MARKER: DB = BENCH MARK DISK
 CF0250_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CF0250_SP_SET: BUILDING
 CF0250_STAMPING: Y 431 1980
 CF0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0250+STABILITY: POSITION/ELEVATION WELL
 CF0250
 CF0250  HISTORY     - Date     Condition        Report By
 CF0250  HISTORY     - 1980     MONUMENTED       NGS
 CF0250  HISTORY     - 1980     GOOD             NGS
 CF0250
 CF0250                          STATION DESCRIPTION
 CF0250
 CF0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0250'IN DOUGLAS.
 CF0250'1.85 KILOMETERS (1.15 MILES) SOUTH ALONG U.S. HIGHWAY 80 AND
 CF0250'BORDER ROUTE 666 FROM THE RAILROAD BRIDGE OVER HIGHWAY 80 IN
 CF0250'DOUGLAS, AT THE JUNCTION WITH THE US-MEXICO BORDER, 12.5
 CF0250'METERS (41 FEET) NORTH OF THE SOUTHWEST CORNER OF THE U.S.
 CF0250'CUSTOMS HOUSE, SET HORIZONALLY IN CONCRETE AT THE FOOT AND
 CF0250'0.4 METER (1.3 FEET) WEST OF THE WEST WALL, 5.5 METERS (18 FEET) EAST
 CF0250'OF A GUARDRAIL, 3.0 METERS (10 FEET) EAST OF THE SOUTHWEST CORNER
 CF0250'OF AN OFFSET IN THE WEST WALL.
 CF0250'THIS MARK IS AN INTERNATIONAL BORDER TIE MARK.
 CF0250
 CF0250                          STATION RECOVERY (1980)
 CF0250
 CF0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0714 ***********************************************************************
 CY0714  DESIGNATION -  Y 436
 CY0714  PID         -  CY0714
 CY0714  STATE/COUNTY-  AZ/GRAHAM
 CY0714  USGS QUAD   -  ARTESIA (1966)
 CY0714
 CY0714                         *CURRENT SURVEY CONTROL
 CY0714  ___________________________________________________________________
 CY0714* NAD 83(1986)-  32 44 54.     (N)    109 42 59.     (W)     SCALED    
 CY0714* NAVD 88     -       967.477  (meters)    3174.13   (feet)  ADJUSTED  
 CY0714  ___________________________________________________________________
 CY0714  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CY0714  DYNAMIC HT  -         966.106 (meters)    3169.63  (feet)  COMP
 CY0714  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 CY0714
 CY0714  VERT ORDER  -  FIRST     CLASS II
 CY0714
 CY0714.The horizontal coordinates were scaled from a topographic map and have
 CY0714.an estimated accuracy of +/- 6 seconds.
 CY0714
 CY0714.The orthometric height was determined by differential leveling
 CY0714.and adjusted in June 1991.
 CY0714
 CY0714.The geoid height was determined by GEOID03.
 CY0714
 CY0714.The dynamic height is computed by dividing the NAVD 88
 CY0714.geopotential number by the normal gravity value computed on the
 CY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0714.degrees latitude (g = 980.6199 gals.).
 CY0714
 CY0714.The modeled gravity was interpolated from observed gravity values.
 CY0714
 CY0714;                    North         East    Units  Estimated Accuracy
 CY0714;SPC AZ E     -   193,930.      255,560.      MT  (+/- 180 meters Scaled)
 CY0714
 CY0714                          SUPERSEDED SURVEY CONTROL
 CY0714
 CY0714.No superseded survey control is available for this station.
 CY0714
 CY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB202241(NAD 83)
 CY0714_MARKER: DB = BENCH MARK DISK
 CY0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0714_SP_SET: STAINLESS STEEL ROD
 CY0714_STAMPING: Y 436 1979
 CY0714_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0714_ROD/PIPE-DEPTH: 3.96 meters
 CY0714
 CY0714  HISTORY     - Date     Condition        Report By
 CY0714  HISTORY     - 1979     MONUMENTED       NGS
 CY0714  HISTORY     - 20081010 MARK NOT FOUND   GEOCAC
 CY0714
 CY0714                          STATION DESCRIPTION
 CY0714
 CY0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0714'6.0 MI SOUTH FROM SAFFORD.
 CY0714'6.0 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0714'HIGHWAY 70 IN SAFFORD, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CY0714'53 FEET SOUTHWEST OF MILE POST 115, 22 FEET NORTH OF THE CENTERLINE
 CY0714'OF A DIRT DRIVE LEADING WEST TO A ONE-STORY FRAME HOUSE AND 1.5 FEET
 CY0714'EAST OF THE RIGHT-OF-WAY FENCE.
 CY0714'THE MARK IS 2 FT  S FROM A WITNESS POST.
 CY0714'THE MARK IS 1 FT BELOW THE HIGHWAY.
 CY0714
 CY0714                          STATION RECOVERY (2008)
 CY0714
 CY0714'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0714'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 CY0714'MARK. A NEW CHAIN-LINK FENCE HAS BEEN INSTALLED AT THE DESCRIBED
 CY0714'LOCATION. NO WITNESS POST WAS FOUND. POSSIBLY DESTROYED, OR MERELY
 CY0714'OBSCURED BY THE FENCE INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1134 ***********************************************************************
 DU1134  DESIGNATION -  Y 437
 DU1134  PID         -  DU1134
 DU1134  STATE/COUNTY-  AZ/GRAHAM
 DU1134  USGS QUAD   -  SAN CARLOS (1979)
 DU1134
 DU1134                         *CURRENT SURVEY CONTROL
 DU1134  ___________________________________________________________________
 DU1134* NAD 83(1986)-  33 17 10.     (N)    110 22 35.     (W)     SCALED    
 DU1134* NAVD 88     -       915.953  (meters)    3005.09   (feet)  ADJUSTED  
 DU1134  ___________________________________________________________________
 DU1134  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DU1134  DYNAMIC HT  -         914.728 (meters)    3001.07  (feet)  COMP
 DU1134  MODELED GRAV-     979,269.5   (mgal)                       NAVD 88
 DU1134
 DU1134  VERT ORDER  -  FIRST     CLASS II
 DU1134
 DU1134.The horizontal coordinates were scaled from a topographic map and have
 DU1134.an estimated accuracy of +/- 6 seconds.
 DU1134
 DU1134.The orthometric height was determined by differential leveling
 DU1134.and adjusted in June 1991.
 DU1134
 DU1134.The geoid height was determined by GEOID03.
 DU1134
 DU1134.The dynamic height is computed by dividing the NAVD 88
 DU1134.geopotential number by the normal gravity value computed on the
 DU1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1134.degrees latitude (g = 980.6199 gals.).
 DU1134
 DU1134.The modeled gravity was interpolated from observed gravity values.
 DU1134
 DU1134;                    North         East    Units  Estimated Accuracy
 DU1134;SPC AZ E     -   253,500.      193,830.      MT  (+/- 180 meters Scaled)
 DU1134
 DU1134                          SUPERSEDED SURVEY CONTROL
 DU1134
 DU1134.No superseded survey control is available for this station.
 DU1134
 DU1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB580831(NAD 83)
 DU1134_MARKER: DB = BENCH MARK DISK
 DU1134_SETTING: 66 = SET IN ROCK OUTCROP
 DU1134_SP_SET: ROCK OUTCROP
 DU1134_STAMPING: Y 437 1979
 DU1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1134+STABILITY: POSITION/ELEVATION WELL
 DU1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1134+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1134
 DU1134  HISTORY     - Date     Condition        Report By
 DU1134  HISTORY     - 1979     MONUMENTED       NGS
 DU1134  HISTORY     - 20081008 GOOD             GEOCAC
 DU1134
 DU1134                          STATION DESCRIPTION
 DU1134
 DU1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1134'32.4 KM NW FROM BYLAS.
 DU1134'32.4 KILOMETERS (20.2 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM THE
 DU1134'POST OFFICE IN BYLAS, SET IN THE TOP OF A BEDROCK LEDGE IN A HIGHWAY
 DU1134'CUT, 13.0 METERS (42.5 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 DU1134'AND 63 METERS (206 FEET) EAST OF HIGHWAY MILE POST 276 AND THE WEST
 DU1134'END OF THE CUT.  THIS MARK IS 1.6 KILOMETERS (1 MILE) EAST OF BENCH
 DU1134'MARK X 437.
 DU1134'THE MARK IS 1 METERS  E FROM A WITNESS POST.
 DU1134'THE MARK IS 2 M ABOVE THE HIGHWAY.
 DU1134
 DU1134                          STATION RECOVERY (2008)
 DU1134
 DU1134'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1134'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1134'17.183' W110  22.571'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0747 ***********************************************************************
 CY0747  DESIGNATION -  Y 438
 CY0747  PID         -  CY0747
 CY0747  STATE/COUNTY-  AZ/GRAHAM
 CY0747  USGS QUAD   -  EDEN (1985)
 CY0747
 CY0747                         *CURRENT SURVEY CONTROL
 CY0747  ___________________________________________________________________
 CY0747* NAD 83(1986)-  32 59 52.     (N)    109 56 28.     (W)     SCALED    
 CY0747* NAVD 88     -       831.595  (meters)    2728.32   (feet)  ADJUSTED  
 CY0747  ___________________________________________________________________
 CY0747  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CY0747  DYNAMIC HT  -         830.450 (meters)    2724.57  (feet)  COMP
 CY0747  MODELED GRAV-     979,234.5   (mgal)                       NAVD 88
 CY0747
 CY0747  VERT ORDER  -  FIRST     CLASS II
 CY0747
 CY0747.The horizontal coordinates were scaled from a topographic map and have
 CY0747.an estimated accuracy of +/- 6 seconds.
 CY0747
 CY0747.The orthometric height was determined by differential leveling
 CY0747.and adjusted in June 1991.
 CY0747
 CY0747.The geoid height was determined by GEOID03.
 CY0747
 CY0747.The dynamic height is computed by dividing the NAVD 88
 CY0747.geopotential number by the normal gravity value computed on the
 CY0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0747.degrees latitude (g = 980.6199 gals.).
 CY0747
 CY0747.The modeled gravity was interpolated from observed gravity values.
 CY0747
 CY0747;                    North         East    Units  Estimated Accuracy
 CY0747;SPC AZ E     -   221,530.      234,440.      MT  (+/- 180 meters Scaled)
 CY0747
 CY0747                          SUPERSEDED SURVEY CONTROL
 CY0747
 CY0747.No superseded survey control is available for this station.
 CY0747
 CY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB989515(NAD 83)
 CY0747_MARKER: DB = BENCH MARK DISK
 CY0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0747_SP_SET: STAINLESS STEEL ROD
 CY0747_STAMPING: Y 438 1979
 CY0747_PROJECTION: FLUSH
 CY0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0747+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CY0747_ROD/PIPE-DEPTH: 7.62 meters
 CY0747
 CY0747  HISTORY     - Date     Condition        Report By
 CY0747  HISTORY     - 1979     MONUMENTED       NGS
 CY0747  HISTORY     - 20081009 GOOD             GEOCAC
 CY0747
 CY0747                          STATION DESCRIPTION
 CY0747
 CY0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0747'2.9 MI SE FROM FT THOMAS.
 CY0747'2.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0747'FT THOMAS, IN LINE WITH A ROW OF POWER LINE POLES, 61 FEET NORTHEAST
 CY0747'OF THE CENTERLINE OF THE HIGHWAY, 120 FEET NORTHWEST OF POWER LINE
 CY0747'POLE NO. 245 REA CO-OP, 18.5 FEET SOUTHEAST OF THE CENTERLINE OF A
 CY0747'DRIVE LEADING NORTHEAST TO A ONE-STORY STONE HOUSE AND 1 FOOT
 CY0747'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 CY0747'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0747'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0747
 CY0747                          STATION RECOVERY (2008)
 CY0747
 CY0747'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0747'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0747'59.867' W109  56.481'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0084 ***********************************************************************
 DU0084  DESIGNATION -  Y 44
 DU0084  PID         -  DU0084
 DU0084  STATE/COUNTY-  AZ/GILA
 DU0084  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0084
 DU0084                         *CURRENT SURVEY CONTROL
 DU0084  ___________________________________________________________________
 DU0084* NAD 83(1986)-  33 24 45.     (N)    110 27 20.     (W)     SCALED    
 DU0084* NAVD 88     -       914.887  (meters)    3001.59   (feet)  ADJUSTED  
 DU0084  ___________________________________________________________________
 DU0084  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DU0084  DYNAMIC HT  -         913.668 (meters)    2997.59  (feet)  COMP
 DU0084  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 DU0084
 DU0084  VERT ORDER  -  FIRST     CLASS II
 DU0084
 DU0084.The horizontal coordinates were scaled from a topographic map and have
 DU0084.an estimated accuracy of +/- 6 seconds.
 DU0084
 DU0084.The orthometric height was determined by differential leveling
 DU0084.and adjusted in June 1991.
 DU0084
 DU0084.The geoid height was determined by GEOID03.
 DU0084
 DU0084.The dynamic height is computed by dividing the NAVD 88
 DU0084.geopotential number by the normal gravity value computed on the
 DU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0084.degrees latitude (g = 980.6199 gals.).
 DU0084
 DU0084.The modeled gravity was interpolated from observed gravity values.
 DU0084
 DU0084;                    North         East    Units  Estimated Accuracy
 DU0084;SPC AZ E     -   267,530.      186,490.      MT  (+/- 180 meters Scaled)
 DU0084
 DU0084                          SUPERSEDED SURVEY CONTROL
 DU0084
 DU0084  NGVD 29 (??/??/92)  914.301  (m)         2999.67   (f) ADJ UNCH    1 2
 DU0084
 DU0084.Superseded values are not recommended for survey control.
 DU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0084.See file dsdata.txt to determine how the superseded data were derived.
 DU0084
 DU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB506971(NAD 83)
 DU0084_MARKER: DB = BENCH MARK DISK
 DU0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0084_STAMPING: Y 44 1934
 DU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0084+STABILITY: SURFACE MOTION
 DU0084
 DU0084  HISTORY     - Date     Condition        Report By
 DU0084  HISTORY     - 1934     MONUMENTED       CGS
 DU0084
 DU0084                          STATION DESCRIPTION
 DU0084
 DU0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0084'5.6 MI N FROM SAN CARLOS.
 DU0084'5.6 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0084'36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 45 YARDS EAST OF A
 DU0084'ROW OF POLES.  A STANDARD DISK, STAMPED Y 44 1934 AND SET IN THE TOP
 DU0084'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2282 ***********************************************************************
 CZ2282  DESIGNATION -  Y 44
 CZ2282  PID         -  CZ2282
 CZ2282  STATE/COUNTY-  AZ/PINAL
 CZ2282  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2282
 CZ2282                         *CURRENT SURVEY CONTROL
 CZ2282  ___________________________________________________________________
 CZ2282* NAD 83(1992)-  32 52 44.92838(N)    111 50 37.19484(W)     ADJUSTED  
 CZ2282* NAVD 88     -       410.80   (+/-2cm)    1347.8    (feet)  VERTCON   
 CZ2282  ___________________________________________________________________
 CZ2282  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CZ2282  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2282  HORZ ORDER  -  FIRST
 CZ2282  VERT ORDER  -  THIRD ? (See Below)
 CZ2282
 CZ2282.The horizontal coordinates were established by classical geodetic methods
 CZ2282.and adjusted by the National Geodetic Survey in August 1993.
 CZ2282
 CZ2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2282.The vertical order pertains to the NGVD 29 superseded value.
 CZ2282
 CZ2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2282
 CZ2282.The geoid height was determined by GEOID03.
 CZ2282
 CZ2282;                    North         East     Units Scale Factor Converg.
 CZ2282;SPC AZ C     -   208,352.213   220,190.822   MT  0.99990058   +0 02 22.7
 CZ2282;SPC AZ C     -   683,570.25    722,410.83   iFT  0.99990058   +0 02 22.7
 CZ2282;UTM  12      - 3,638,204.715   421,079.858   MT  0.99967680   -0 27 28.9
 CZ2282
 CZ2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2282!SPC AZ C     -   0.99994026  x   0.99990058  =   0.99984085
 CZ2282!UTM  12      -   0.99994026  x   0.99967680  =   0.99961708
 CZ2282
 CZ2282:                Primary Azimuth Mark                     Grid Az
 CZ2282:SPC AZ C     -  AC 43X                                   070 08 21.8
 CZ2282:UTM  12      -  AC 43X                                   070 38 13.4
 CZ2282
 CZ2282|---------------------------------------------------------------------|
 CZ2282| PID    Reference Object                     Distance      Geod. Az  |
 CZ2282|                                                           dddmmss.s |
 CZ2282| CZ2272 AC 43X                              APPROX. 7.1 KM 0701044.5 |
 CZ2282| CH6230 Y 44 RM E                             8.840 METERS 08916     |
 CZ2282| CH6231 Y 44 RM S                             8.835 METERS 17906     |
 CZ2282|---------------------------------------------------------------------|
 CZ2282
 CZ2282                          SUPERSEDED SURVEY CONTROL
 CZ2282
 CZ2282  NAD 83(1986)-  32 52 44.92195(N)    111 50 37.19615(W) AD(       ) 1
 CZ2282  NAD 27      -  32 52 44.73058(N)    111 50 34.71891(W) AD(       ) 1
 CZ2282  NGVD 29 (07/19/86)  410.18   (m)         1345.7    (f) LEVELING    3  
 CZ2282
 CZ2282.Superseded values are not recommended for survey control.
 CZ2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2282.See file dsdata.txt to determine how the superseded data were derived.
 CZ2282
 CZ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2108038205(NAD 83)
 CZ2282_MARKER: DD = SURVEY DISK
 CZ2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2282_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2282+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2007
 CZ2282
 CZ2282  HISTORY     - Date     Condition        Report By
 CZ2282  HISTORY     - 1967     MONUMENTED       DMA
 CZ2282  HISTORY     - 20050122 GOOD             USPSQD
 CZ2282  HISTORY     - 20060122 GOOD             USPSQD
 CZ2282  HISTORY     - 20070120 GOOD             USPSQD
 CZ2282
 CZ2282                          STATION DESCRIPTION
 CZ2282
 CZ2282'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2282'T-6-S.  R-5-E.  IN SECTION 29 NEAR THE NORTHEAST CORNER.
 CZ2282'
 CZ2282'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2282'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2282'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2282'STAMPED--Y 44 1967 ARMY MAP SERVICE.
 CZ2282'
 CZ2282'THE STATION MARK IS LOCATED 54 FEET WEST OF THE EXTEND POWERLINE
 CZ2282'NORTH.  55 FEET SOUTH OF THE EAST-WEST POWERLINE.  101 FEET SOUTH
 CZ2282'OF THE CENTERLINE OF EAST-WEST HIGHWAY.
 CZ2282'
 CZ2282'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2282'GRANDE, ARIZONA GO WEST ON 84 FOR 5.0 MILES AND THE STATION SITE.
 CZ2282
 CZ2282                          STATION RECOVERY (2005)
 CZ2282
 CZ2282'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 CZ2282'RECOVERED AS DESCRIBED.
 CZ2282
 CZ2282                          STATION RECOVERY (2006)
 CZ2282
 CZ2282'RECOVERY NOTE BY US POWER SQUADRON 2006 (RW)
 CZ2282'RECOVERED AS DESCRIBED.
 CZ2282
 CZ2282                          STATION RECOVERY (2007)
 CZ2282
 CZ2282'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 CZ2282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0632 ***********************************************************************
 ES0632  DESIGNATION -  Y 45
 ES0632  PID         -  ES0632
 ES0632  STATE/COUNTY-  AZ/NAVAJO
 ES0632  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0632
 ES0632                         *CURRENT SURVEY CONTROL
 ES0632  ___________________________________________________________________
 ES0632* NAD 83(1986)-  34 21 48.     (N)    110 00 06.     (W)     SCALED    
 ES0632* NAVD 88     -      1827.639  (meters)    5996.18   (feet)  ADJUSTED  
 ES0632  ___________________________________________________________________
 ES0632  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ES0632  DYNAMIC HT  -        1824.956 (meters)    5987.38  (feet)  COMP
 ES0632  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 ES0632
 ES0632  VERT ORDER  -  FIRST     CLASS II
 ES0632
 ES0632.The horizontal coordinates were scaled from a topographic map and have
 ES0632.an estimated accuracy of +/- 6 seconds.
 ES0632
 ES0632.The orthometric height was determined by differential leveling
 ES0632.and adjusted in June 1991.
 ES0632
 ES0632.The geoid height was determined by GEOID03.
 ES0632
 ES0632.The dynamic height is computed by dividing the NAVD 88
 ES0632.geopotential number by the normal gravity value computed on the
 ES0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0632.degrees latitude (g = 980.6199 gals.).
 ES0632
 ES0632.The modeled gravity was interpolated from observed gravity values.
 ES0632
 ES0632;                    North         East    Units  Estimated Accuracy
 ES0632;SPC AZ E     -   372,970.      228,540.      MT  (+/- 180 meters Scaled)
 ES0632
 ES0632                          SUPERSEDED SURVEY CONTROL
 ES0632
 ES0632  NGVD 29 (??/??/92) 1826.792  (m)         5993.40   (f) ADJ UNCH    1 2
 ES0632
 ES0632.Superseded values are not recommended for survey control.
 ES0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0632.See file dsdata.txt to determine how the superseded data were derived.
 ES0632
 ES0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD918028(NAD 83)
 ES0632_MARKER: DB = BENCH MARK DISK
 ES0632_SETTING: 66 = SET IN ROCK OUTCROP
 ES0632_SP_SET: OUTCROP
 ES0632_STAMPING: Y 45 1934
 ES0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0632+STABILITY: POSITION/ELEVATION WELL
 ES0632
 ES0632  HISTORY     - Date     Condition        Report By
 ES0632  HISTORY     - 1934     MONUMENTED       CGS
 ES0632  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 ES0632
 ES0632                          STATION DESCRIPTION
 ES0632
 ES0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ES0632'11.4 MI S FROM SNOWFLAKE.
 ES0632'11.4 MILES SOUTH ALONG APACHE R.R. ALONG APACHE R.R., MIDWAY BETWEEN
 ES0632'BRIDGE NO. 47 AND DAM CROSSED BY TRACK, 33 YDS. NORTH EAST OF MILE
 ES0632'POLE 46, 119 FT. SOUTH EAST OF CENTER LINE OF TRACK, 6 FT. NORTH WEST
 ES0632'OF ROCK CAIRN, IN BASALT OUTCROP.
 ES0632
 ES0632                          STATION RECOVERY (2004)
 ES0632
 ES0632'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0632'MARK NOT FOUND.
 ES0632' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2345 ***********************************************************************
 CZ2345  DESIGNATION -  Y 45
 CZ2345  PID         -  CZ2345
 CZ2345  STATE/COUNTY-  AZ/PINAL
 CZ2345  USGS QUAD   -  CHUICHU (1992)
 CZ2345
 CZ2345                         *CURRENT SURVEY CONTROL
 CZ2345  ___________________________________________________________________
 CZ2345* NAD 83(1992)-  32 51 52.58210(N)    111 50 37.18502(W)     ADJUSTED  
 CZ2345* NAVD 88     -       414.27   (+/-2cm)    1359.2    (feet)  VERTCON   
 CZ2345  ___________________________________________________________________
 CZ2345  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 CZ2345  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2345  HORZ ORDER  -  FIRST
 CZ2345  VERT ORDER  -  THIRD ? (See Below)
 CZ2345
 CZ2345.The horizontal coordinates were established by classical geodetic methods
 CZ2345.and adjusted by the National Geodetic Survey in August 1993.
 CZ2345
 CZ2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2345.The vertical order pertains to the NGVD 29 superseded value.
 CZ2345
 CZ2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2345
 CZ2345.The geoid height was determined by GEOID03.
 CZ2345
 CZ2345;                    North         East     Units Scale Factor Converg.
 CZ2345;SPC AZ C     -   206,739.786   220,192.192   MT  0.99990058   +0 02 22.6
 CZ2345;SPC AZ C     -   678,280.14    722,415.33   iFT  0.99990058   +0 02 22.6
 CZ2345;UTM  12      - 3,636,592.698   421,067.229   MT  0.99967682   -0 27 28.2
 CZ2345
 CZ2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2345!SPC AZ C     -   0.99993972  x   0.99990058  =   0.99984031
 CZ2345!UTM  12      -   0.99993972  x   0.99967682  =   0.99961656
 CZ2345
 CZ2345:                Primary Azimuth Mark                     Grid Az
 CZ2345:SPC AZ C     -  AC 43X                                   058 56 03.8
 CZ2345:UTM  12      -  AC 43X                                   059 25 54.6
 CZ2345
 CZ2345|---------------------------------------------------------------------|
 CZ2345| PID    Reference Object                     Distance      Geod. Az  |
 CZ2345|                                                           dddmmss.s |
 CZ2345| CZ2272 AC 43X                              APPROX. 7.8 KM 0585826.4 |
 CZ2345| CH6232 Y 45 RM E                             8.833 METERS 08931     |
 CZ2345| CH6233 Y 45 RM S                             8.827 METERS 17932     |
 CZ2345|---------------------------------------------------------------------|
 CZ2345
 CZ2345                          SUPERSEDED SURVEY CONTROL
 CZ2345
 CZ2345  NAD 83(1986)-  32 51 52.57566(N)    111 50 37.18620(W) AD(       ) 1
 CZ2345  NAD 27      -  32 51 52.38269(N)    111 50 34.71027(W) AD(       ) 1
 CZ2345  NGVD 29 (07/19/86)  413.65   (m)         1357.1    (f) LEVELING    3  
 CZ2345
 CZ2345.Superseded values are not recommended for survey control.
 CZ2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2345.See file dsdata.txt to determine how the superseded data were derived.
 CZ2345
 CZ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2106736593(NAD 83)
 CZ2345_MARKER: DD = SURVEY DISK
 CZ2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2345
 CZ2345  HISTORY     - Date     Condition        Report By
 CZ2345  HISTORY     - 1967     MONUMENTED       DMA
 CZ2345  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2345
 CZ2345                          STATION DESCRIPTION
 CZ2345
 CZ2345'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2345'T-6-S.  R-5-E.  IN SECTION 32 NEAR THE NORTHEAST CORNER.
 CZ2345'
 CZ2345'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2345'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2345'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2345'STAMPED--Y 45 1967 ARMY MAP SERVICE.
 CZ2345'
 CZ2345'THE STATION MARK IS LOCATED 95 FEET SOUTH OF THE CENTERLINE OF
 CZ2345'EAST-WEST ROAD.  91 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2345'
 CZ2345'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2345'GRANDE, ARIZONA GO WEST ON 84 FOR 4.0 MILES TO A CROSSROAD
 CZ2345'(BIANCO ROAD).  TURN LEFT AND GO SOUTH ON BIANCO ROAD FOR 1.0
 CZ2345'MILE TO A CROSSROAD (PETERS ROAD).  TURN RIGHT AND GO WEST FOR 1.0
 CZ2345'MILE TO A T ROAD SOUTH AND THE STATION SITE.
 CZ2345
 CZ2345                          STATION RECOVERY (2006)
 CZ2345
 CZ2345'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2345'THE DESCRIBED AREA IS NOW FENCED PRIVATE PROPERTY. NOTHING IS VISIBLE
 CZ2345'FROM THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2339 ***********************************************************************
 CZ2339  DESIGNATION -  Y 46
 CZ2339  PID         -  CZ2339
 CZ2339  STATE/COUNTY-  AZ/PINAL
 CZ2339  USGS QUAD   -  CHUICHU (1992)
 CZ2339
 CZ2339                         *CURRENT SURVEY CONTROL
 CZ2339  ___________________________________________________________________
 CZ2339* NAD 83(1992)-  32 51 00.53716(N)    111 50 34.62293(W)     ADJUSTED  
 CZ2339* NAVD 88     -       416.63   (+/-2cm)    1366.9    (feet)  VERTCON   
 CZ2339  ___________________________________________________________________
 CZ2339  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CZ2339  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ2339  HORZ ORDER  -  FIRST
 CZ2339  VERT ORDER  -  THIRD ? (See Below)
 CZ2339
 CZ2339.The horizontal coordinates were established by classical geodetic methods
 CZ2339.and adjusted by the National Geodetic Survey in August 1993.
 CZ2339
 CZ2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2339.The vertical order pertains to the NGVD 29 superseded value.
 CZ2339
 CZ2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2339
 CZ2339.The geoid height was determined by GEOID03.
 CZ2339
 CZ2339;                    North         East     Units Scale Factor Converg.
 CZ2339;SPC AZ C     -   205,136.691   220,259.916   MT  0.99990059   +0 02 24.0
 CZ2339;SPC AZ C     -   673,020.64    722,637.52   iFT  0.99990059   +0 02 24.0
 CZ2339;UTM  12      - 3,634,989.434   421,121.023   MT  0.99967672   -0 27 26.2
 CZ2339
 CZ2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2339!SPC AZ C     -   0.99993935  x   0.99990059  =   0.99983995
 CZ2339!UTM  12      -   0.99993935  x   0.99967672  =   0.99961609
 CZ2339
 CZ2339:                Primary Azimuth Mark                     Grid Az
 CZ2339:SPC AZ C     -  AC 43X                                   049 36 35.4
 CZ2339:UTM  12      -  AC 43X                                   050 06 25.6
 CZ2339
 CZ2339|---------------------------------------------------------------------|
 CZ2339| PID    Reference Object                     Distance      Geod. Az  |
 CZ2339|                                                           dddmmss.s |
 CZ2339| CZ2272 AC 43X                              APPROX. 8.7 KM 0493859.4 |
 CZ2339| CH6234 Y 46 RM E                             8.846 METERS 08936     |
 CZ2339| CH6235 Y 46 RM S                             8.834 METERS 17930     |
 CZ2339|---------------------------------------------------------------------|
 CZ2339
 CZ2339                          SUPERSEDED SURVEY CONTROL
 CZ2339
 CZ2339  NAD 83(1986)-  32 51 00.53074(N)    111 50 34.62399(W) AD(       ) 1
 CZ2339  NAD 27      -  32 51 00.33623(N)    111 50 32.14943(W) AD(       ) 1
 CZ2339  NGVD 29 (07/19/86)  416.01   (m)         1364.9    (f) LEVELING    3  
 CZ2339
 CZ2339.Superseded values are not recommended for survey control.
 CZ2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2339.See file dsdata.txt to determine how the superseded data were derived.
 CZ2339
 CZ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2112134989(NAD 83)
 CZ2339_MARKER: DD = SURVEY DISK
 CZ2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2339+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2339
 CZ2339  HISTORY     - Date     Condition        Report By
 CZ2339  HISTORY     - 1966     MONUMENTED       DMA
 CZ2339  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2339
 CZ2339                          STATION DESCRIPTION
 CZ2339
 CZ2339'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2339'T-7-S.  R-5-E.  IN SECTION 4 NEAR THE NORTHWEST CORNER.
 CZ2339'
 CZ2339'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2339'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2339'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2339'STAMPED--Y 46 1966 ARMY MAP SERVICE.
 CZ2339'
 CZ2339'THE STATION MARK IS LOCATED 75 FEET SOUTH OF THE CENTERLINE OF
 CZ2339'EAST-WEST ROAD.  88 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2339'ROAD.  73 FEET EAST OF NORTH-SOUTH POWERLINE.
 CZ2339
 CZ2339                          STATION RECOVERY (2007)
 CZ2339
 CZ2339'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1143 ***********************************************************************
 DB1143  DESIGNATION -  Y 469
 DB1143  PID         -  DB1143
 DB1143  STATE/COUNTY-  AZ/YUMA
 DB1143  USGS QUAD   -  LIGURTA (1965)
 DB1143
 DB1143                         *CURRENT SURVEY CONTROL
 DB1143  ___________________________________________________________________
 DB1143* NAD 83(1986)-  32 39 37.     (N)    114 19 38.     (W)     SCALED    
 DB1143* NAVD 88     -       238.966  (meters)     784.01   (feet)  ADJUSTED  
 DB1143  ___________________________________________________________________
 DB1143  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DB1143  DYNAMIC HT  -         238.690 (meters)     783.10  (feet)  COMP
 DB1143  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DB1143
 DB1143  VERT ORDER  -  FIRST     CLASS II
 DB1143
 DB1143.The horizontal coordinates were scaled from a topographic map and have
 DB1143.an estimated accuracy of +/- 6 seconds.
 DB1143
 DB1143.The orthometric height was determined by differential leveling
 DB1143.and adjusted in June 1991.
 DB1143
 DB1143.The geoid height was determined by GEOID03.
 DB1143
 DB1143.The dynamic height is computed by dividing the NAVD 88
 DB1143.geopotential number by the normal gravity value computed on the
 DB1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1143.degrees latitude (g = 980.6199 gals.).
 DB1143
 DB1143.The modeled gravity was interpolated from observed gravity values.
 DB1143
 DB1143;                    North         East    Units  Estimated Accuracy
 DB1143;SPC AZ W     -   184,230.      159,210.      MT  (+/- 180 meters Scaled)
 DB1143
 DB1143                          SUPERSEDED SURVEY CONTROL
 DB1143
 DB1143.No superseded survey control is available for this station.
 DB1143
 DB1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS506167(NAD 83)
 DB1143_MARKER: DB = BENCH MARK DISK
 DB1143_SETTING: 66 = SET IN ROCK OUTCROP
 DB1143_SP_SET: ROCK OUTCROP
 DB1143_STAMPING: Y 469 1981
 DB1143_MARK LOGO: NGS   
 DB1143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1143+STABILITY: POSITION/ELEVATION WELL
 DB1143
 DB1143  HISTORY     - Date     Condition        Report By
 DB1143  HISTORY     - 1981     MONUMENTED       NGS
 DB1143
 DB1143                          STATION DESCRIPTION
 DB1143
 DB1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1143'28.4 KM (17.65 MI) SE FROM YUMA.
 DB1143'16.9 KM (10.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 DB1143'4TH AVENUE IN YUMA, THENCE 11.5 KM (7.15 MI) SOUTHEAST ALONG THE EAST-
 DB1143'BOUND LANES OF INTERSTATE HIGHWAY 8, 0.55 KM (0.35 MI) EAST OF A WEST-
 DB1143'BOUND LANE OVERPASS, 0.4 KM (0.25 MI) EAST OF INTERSTATE MILEPOST 19,
 DB1143'SET IN TOP OF A ROCK OUTCROP AT THE NORTH EDGE OF THE WEST END OF A
 DB1143'ROCK CUT IN THE CENTER MEDIAN OF THE INTERSTATE, 20.7 M (68.0 FT)
 DB1143'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANES OF THE INTERSTATE,
 DB1143'41.1 M (135 FT) WEST OF THE EAST END OF THE CUT, 25.0 M (82.0 FT)
 DB1143'SOUTHEAST OF A SIGN READING -RADIATOR WATER ONLY-, 11.6 M (38.0 FT)
 DB1143'EAST OF THE WEST END OF THE CUT.
 DB1143'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB1143'THE MARK IS 0.3 M ABOVE THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0163 ***********************************************************************
 ER0163  DESIGNATION -  Y 47
 ER0163  PID         -  ER0163
 ER0163  STATE/COUNTY-  AZ/APACHE
 ER0163  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0163
 ER0163                         *CURRENT SURVEY CONTROL
 ER0163  ___________________________________________________________________
 ER0163* NAD 83(1986)-  34 38 54.     (N)    109 18 12.     (W)     SCALED    
 ER0163* NAVD 88     -      1757.683  (meters)    5766.66   (feet)  ADJUSTED  
 ER0163  ___________________________________________________________________
 ER0163  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 ER0163  DYNAMIC HT  -        1755.159 (meters)    5758.38  (feet)  COMP
 ER0163  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 ER0163
 ER0163  VERT ORDER  -  SECOND    CLASS 0
 ER0163
 ER0163.The horizontal coordinates were scaled from a topographic map and have
 ER0163.an estimated accuracy of +/- 6 seconds.
 ER0163
 ER0163.The orthometric height was determined by differential leveling
 ER0163.and adjusted in June 1991.
 ER0163
 ER0163.The geoid height was determined by GEOID03.
 ER0163
 ER0163.The dynamic height is computed by dividing the NAVD 88
 ER0163.geopotential number by the normal gravity value computed on the
 ER0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0163.degrees latitude (g = 980.6199 gals.).
 ER0163
 ER0163.The modeled gravity was interpolated from observed gravity values.
 ER0163
 ER0163;                    North         East    Units  Estimated Accuracy
 ER0163;SPC AZ E     -   404,900.      292,500.      MT  (+/- 180 meters Scaled)
 ER0163
 ER0163                          SUPERSEDED SURVEY CONTROL
 ER0163
 ER0163  NGVD 29 (??/??/92) 1756.822  (m)         5763.84   (f) ADJ UNCH    2 0
 ER0163
 ER0163.Superseded values are not recommended for survey control.
 ER0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0163.See file dsdata.txt to determine how the superseded data were derived.
 ER0163
 ER0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD554353(NAD 83)
 ER0163_MARKER: DB = BENCH MARK DISK
 ER0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0163_STAMPING: Y 47 1934
 ER0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0163+STABILITY: SURFACE MOTION
 ER0163
 ER0163  HISTORY     - Date     Condition        Report By
 ER0163  HISTORY     - 1934     MONUMENTED       CGS
 ER0163  HISTORY     - 1943     GOOD             NGS
 ER0163
 ER0163                          STATION DESCRIPTION
 ER0163
 ER0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0163'11.9 MI N FROM ST JOHNS.
 ER0163'11.9 MI. NORTH OF HIGH SCHOOL ALONG ST. HWY. NO. 61 ON STATE HWY. NO.
 ER0163'61, .5 MI. NORTH OF CATTLE GUARD.  160 YDS. NORTH OF WASH THAT ROAD
 ER0163'CROSSES.  30 FEET EAST OF DRAIN DITCH, AND 51 FEET EAST OF CENTER LINE
 ER0163'OF HWY.  CONCRETE POST 3 INCHES HIGH.
 ER0163
 ER0163                          STATION RECOVERY (1943)
 ER0163
 ER0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 ER0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2340 ***********************************************************************
 CZ2340  DESIGNATION -  Y 47
 CZ2340  PID         -  CZ2340
 CZ2340  STATE/COUNTY-  AZ/PINAL
 CZ2340  USGS QUAD   -  CHUICHU (1992)
 CZ2340
 CZ2340                         *CURRENT SURVEY CONTROL
 CZ2340  ___________________________________________________________________
 CZ2340* NAD 83(1992)-  32 50 09.49742(N)    111 50 34.83618(W)     ADJUSTED  
 CZ2340* NAVD 88     -       419.27   (+/-2cm)    1375.6    (feet)  VERTCON   
 CZ2340  ___________________________________________________________________
 CZ2340  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CZ2340  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ2340  HORZ ORDER  -  FIRST
 CZ2340  VERT ORDER  -  THIRD ? (See Below)
 CZ2340
 CZ2340.The horizontal coordinates were established by classical geodetic methods
 CZ2340.and adjusted by the National Geodetic Survey in August 1993.
 CZ2340
 CZ2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2340.The vertical order pertains to the NGVD 29 superseded value.
 CZ2340
 CZ2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2340
 CZ2340.The geoid height was determined by GEOID03.
 CZ2340
 CZ2340;                    North         East     Units Scale Factor Converg.
 CZ2340;SPC AZ C     -   203,564.513   220,255.468   MT  0.99990059   +0 02 23.8
 CZ2340;SPC AZ C     -   667,862.58    722,622.93   iFT  0.99990059   +0 02 23.8
 CZ2340;UTM  12      - 3,633,417.706   421,102.937   MT  0.99967675   -0 27 25.7
 CZ2340
 CZ2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2340!SPC AZ C     -   0.99993894  x   0.99990059  =   0.99983954
 CZ2340!UTM  12      -   0.99993894  x   0.99967675  =   0.99961571
 CZ2340
 CZ2340|---------------------------------------------------------------------|
 CZ2340| PID    Reference Object                     Distance      Geod. Az  |
 CZ2340|                                                           dddmmss.s |
 CZ2340| CH6236 Y 47 RM E                             8.827 METERS 08930     |
 CZ2340| CH6237 Y 47 RM S                             8.831 METERS 17932     |
 CZ2340| CZ2363 W 51X                               APPROX. 7.5 KM 2113826.5 |
 CZ2340|---------------------------------------------------------------------|
 CZ2340
 CZ2340                          SUPERSEDED SURVEY CONTROL
 CZ2340
 CZ2340  NAD 83(1986)-  32 50 09.49099(N)    111 50 34.83712(W) AD(       ) 1
 CZ2340  NAD 27      -  32 50 09.29498(N)    111 50 32.36385(W) AD(       ) 1
 CZ2340  NGVD 29 (07/19/86)  418.65   (m)         1373.5    (f) LEVELING    3  
 CZ2340
 CZ2340.Superseded values are not recommended for survey control.
 CZ2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2340.See file dsdata.txt to determine how the superseded data were derived.
 CZ2340
 CZ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2110333418(NAD 83)
 CZ2340_MARKER: DD = SURVEY DISK
 CZ2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2340
 CZ2340  HISTORY     - Date     Condition        Report By
 CZ2340  HISTORY     - 1966     MONUMENTED       DMA
 CZ2340  HISTORY     - 20070407 POOR             GEOCAC
 CZ2340
 CZ2340                          STATION DESCRIPTION
 CZ2340
 CZ2340'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2340'T-7-S.  R-5-E.  IN SECTION 4 NEAR THE SOUTHWEST CORNER.
 CZ2340'
 CZ2340'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2340'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2340'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2340'STAMPED--Y 47 1966 ARMY MAP SERVICE.
 CZ2340'
 CZ2340'THE STATION MARK IS LOCATED 54 FEET EAST OF NORTH-SOUTH
 CZ2340'POWERLINE.  58 FEET NORTH OF EAST-WEST POWERLINE.  84 FEET NORTH
 CZ2340'OF THE CENTERLINE OF EAST-WEST ROAD.  83 FEET EAST OF THE
 CZ2340'CENTERLINE OF NORTH-SOUTH ROAD.
 CZ2340
 CZ2340                          STATION RECOVERY (2007)
 CZ2340
 CZ2340'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2340'THE DISK HAS BEEN REMOVED BY VANDALS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1202 ***********************************************************************
 DA1202  DESIGNATION -  Y 470
 DA1202  PID         -  DA1202
 DA1202  STATE/COUNTY-  AZ/PIMA
 DA1202  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1202
 DA1202                         *CURRENT SURVEY CONTROL
 DA1202  ___________________________________________________________________
 DA1202* NAD 83(1986)-  32 03 19.     (N)    112 47 24.     (W)     SCALED    
 DA1202* NAVD 88     -       551.589  (meters)    1809.67   (feet)  ADJUSTED  
 DA1202  ___________________________________________________________________
 DA1202  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DA1202  DYNAMIC HT  -         550.865 (meters)    1807.30  (feet)  COMP
 DA1202  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 DA1202
 DA1202  VERT ORDER  -  FIRST     CLASS II
 DA1202
 DA1202.The horizontal coordinates were scaled from a topographic map and have
 DA1202.an estimated accuracy of +/- 6 seconds.
 DA1202
 DA1202.The orthometric height was determined by differential leveling
 DA1202.and adjusted in June 1991.
 DA1202
 DA1202.The geoid height was determined by GEOID03.
 DA1202
 DA1202.The dynamic height is computed by dividing the NAVD 88
 DA1202.geopotential number by the normal gravity value computed on the
 DA1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1202.degrees latitude (g = 980.6199 gals.).
 DA1202
 DA1202.The modeled gravity was interpolated from observed gravity values.
 DA1202
 DA1202;                    North         East    Units  Estimated Accuracy
 DA1202;SPC AZ C     -   117,330.      130,890.      MT  (+/- 180 meters Scaled)
 DA1202
 DA1202                          SUPERSEDED SURVEY CONTROL
 DA1202
 DA1202.No superseded survey control is available for this station.
 DA1202
 DA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA310479(NAD 83)
 DA1202_MARKER: I = METAL ROD
 DA1202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1202_SP_SET: STAINLESS STEEL ROD
 DA1202_STAMPING: Y 470 1981
 DA1202_MARK LOGO: NGS   
 DA1202_PROJECTION: FLUSH
 DA1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1202+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1202_ROD/PIPE-DEPTH: 4.3  meters
 DA1202
 DA1202  HISTORY     - Date     Condition        Report By
 DA1202  HISTORY     - 1981     MONUMENTED       NGS
 DA1202  HISTORY     - 1988     GOOD             USPSQD
 DA1202  HISTORY     - 19941110 GOOD             USPSQD
 DA1202  HISTORY     - 19970306 GOOD             USPSQD
 DA1202  HISTORY     - 19990120 GOOD             USPSQD
 DA1202  HISTORY     - 20061112 GOOD             USPSQD
 DA1202
 DA1202                          STATION DESCRIPTION
 DA1202
 DA1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1202'24.2 KM (15.05 MI) SW FROM WHY.
 DA1202'24.2 KM (15.05 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA1202'OF STATE HIGHWAY 86 IN WHY, AT HIGHWAY MILEPOST 68, 11.7 M (38.5 FT)
 DA1202'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.5 M (24.5 FT) NORTHWEST
 DA1202'OF THE MILEPOST. ROD DRIVEN TO REFUSAL.
 DA1202'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DA1202'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA1202
 DA1202                          STATION RECOVERY (1988)
 DA1202
 DA1202'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 DA1202'RECOVERED IN GOOD CONDITION.
 DA1202
 DA1202                          STATION RECOVERY (1994)
 DA1202
 DA1202'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1202'RECOVERED IN GOOD CONDITION.
 DA1202
 DA1202                          STATION RECOVERY (1997)
 DA1202
 DA1202'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1202'RECOVERED IN GOOD CONDITION.
 DA1202
 DA1202                          STATION RECOVERY (1999)
 DA1202
 DA1202'RECOVERY NOTE BY US POWER SQUADRON 1999
 DA1202'RECOVERED IN GOOD CONDITION.
 DA1202
 DA1202                          STATION RECOVERY (2006)
 DA1202
 DA1202'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0721 ***********************************************************************
 EU0721  DESIGNATION -  Y 471
 EU0721  PID         -  EU0721
 EU0721  STATE/COUNTY-  AZ/MOHAVE
 EU0721  USGS QUAD   -  YUCCA SE (1970)
 EU0721
 EU0721                         *CURRENT SURVEY CONTROL
 EU0721  ___________________________________________________________________
 EU0721* NAD 83(1986)-  34 48 21.     (N)    114 02 33.     (W)     SCALED    
 EU0721* NAVD 88     -       745.102  (meters)    2444.56   (feet)  ADJUSTED  
 EU0721  ___________________________________________________________________
 EU0721  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 EU0721  DYNAMIC HT  -         744.246 (meters)    2441.75  (feet)  COMP
 EU0721  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 EU0721  OBS GRAVITY -     979,461.0   (mgal)                       GRAV_OBS
 EU0721
 EU0721  VERT ORDER  -  FIRST     CLASS II
 EU0721
 EU0721.The horizontal coordinates were scaled from a topographic map and have
 EU0721.an estimated accuracy of +/- 6 seconds.
 EU0721
 EU0721.The orthometric height was determined by differential leveling
 EU0721.and adjusted in June 1991.
 EU0721
 EU0721.The geoid height was determined by GEOID03.
 EU0721
 EU0721.The dynamic height is computed by dividing the NAVD 88
 EU0721.geopotential number by the normal gravity value computed on the
 EU0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0721.degrees latitude (g = 980.6199 gals.).
 EU0721
 EU0721.The modeled gravity was interpolated from observed gravity values.
 EU0721.The observed gravity was obtained from relative gravimeter ties
 EU0721.to the IGSN71 gravity network.
 EU0721
 EU0721;                    North         East    Units  Estimated Accuracy
 EU0721;SPC AZ W     -   422,090.      186,600.      MT  (+/- 180 meters Scaled)
 EU0721
 EU0721                          SUPERSEDED SURVEY CONTROL
 EU0721
 EU0721.No superseded survey control is available for this station.
 EU0721
 EU0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU705554(NAD 83)
 EU0721_MARKER: I = METAL ROD
 EU0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0721_SP_SET: STAINLESS STEEL ROD
 EU0721_STAMPING: Y 471 1981
 EU0721_MARK LOGO: NGS   
 EU0721_PROJECTION: FLUSH
 EU0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0721_ROD/PIPE-DEPTH: 1.8  meters
 EU0721
 EU0721  HISTORY     - Date     Condition        Report By
 EU0721  HISTORY     - 1981     MONUMENTED       NGS
 EU0721
 EU0721                          STATION DESCRIPTION
 EU0721
 EU0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0721'13.4 KM (8.3 MI) SE FROM YUCCA.
 EU0721'13.4 KM (8.3 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0721'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE JUNCTION OF A DIRT ROAD LEADING
 EU0721'EAST, 13.9 METERS (45.5 FT) NORTHEAST OF THE CENTERLINE OF ALAMO ROAD,
 EU0721'18.4 METERS (60.5 FT) EAST OF THE NORTHEAST CORNER OF A CATTLEGUARD IN
 EU0721'THE ROAD, 6.4 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE DIRT
 EU0721'ROAD, 0.6 METERS (2.0 FT) SOUTH OF A BARBED WIRE FENCE LEADING
 EU0721'EAST-WEST.  ROD DRIVEN TO REFUSAL.
 EU0721'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 EU0721'THE MARK IS 0.3 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1324 ***********************************************************************
 DU1324  DESIGNATION -  Y 473
 DU1324  PID         -  DU1324
 DU1324  STATE/COUNTY-  AZ/PINAL
 DU1324  USGS QUAD   -  DESERT WELL (1981)
 DU1324
 DU1324                         *CURRENT SURVEY CONTROL
 DU1324  ___________________________________________________________________
 DU1324* NAD 83(1986)-  33 22 16.     (N)    111 34 48.     (W)     SCALED    
 DU1324* NAVD 88     -       468.690  (meters)    1537.69   (feet)  ADJUSTED  
 DU1324  ___________________________________________________________________
 DU1324  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DU1324  DYNAMIC HT  -         468.129 (meters)    1535.85  (feet)  COMP
 DU1324  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 DU1324
 DU1324  VERT ORDER  -  FIRST     CLASS II
 DU1324
 DU1324.The horizontal coordinates were scaled from a topographic map and have
 DU1324.an estimated accuracy of +/- 6 seconds.
 DU1324
 DU1324.The orthometric height was determined by differential leveling
 DU1324.and adjusted in June 1991.
 DU1324
 DU1324.The geoid height was determined by GEOID03.
 DU1324
 DU1324.The dynamic height is computed by dividing the NAVD 88
 DU1324.geopotential number by the normal gravity value computed on the
 DU1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1324.degrees latitude (g = 980.6199 gals.).
 DU1324
 DU1324.The modeled gravity was interpolated from observed gravity values.
 DU1324
 DU1324;                    North         East    Units  Estimated Accuracy
 DU1324;SPC AZ C     -   262,960.      244,690.      MT  (+/- 180 meters Scaled)
 DU1324
 DU1324                          SUPERSEDED SURVEY CONTROL
 DU1324
 DU1324.No superseded survey control is available for this station.
 DU1324
 DU1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB460925(NAD 83)
 DU1324_MARKER: I = METAL ROD
 DU1324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1324_SP_SET: STAINLESS STEEL ROD
 DU1324_STAMPING: Y 473 1981
 DU1324_MARK LOGO: NGS   
 DU1324_PROJECTION: FLUSH
 DU1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1324_ROD/PIPE-DEPTH: 7    meters
 DU1324
 DU1324  HISTORY     - Date     Condition        Report By
 DU1324  HISTORY     - 1981     MONUMENTED       NGS
 DU1324  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 DU1324  HISTORY     - 20060625 GOOD             GEOCAC
 DU1324
 DU1324                          STATION DESCRIPTION
 DU1324
 DU1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1324'8.6 KM (5.4 MI) SW FROM APACHE JUNCTION.
 DU1324'3.0 KILOMETERS (1.9 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU1324'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 4.8
 DU1324'KILOMETERS (3.0 MILES) SOUTH ALONG MERIDIAN ROAD, THENCE 0.8 KILOMETER
 DU1324'(0.5 MILE) SOUTH ALONG THE POWER LINE POLES, MARK IS SET 1.3 METERS
 DU1324'(4.3 FEET) SOUTH OF THE FIRST POLE NORTH OF AN EAST-WEST DIRT ROAD AND
 DU1324'IN LINE WITH THE POWER POLES, 18.3 METERS (60.0 FEET) NORTH OF THE
 DU1324'CENTERLINE OF THE DIRT ROAD AND 6.0 METERS (19.7 FEET) NORTH OF THE
 DU1324'GUY WIRE ANCHOR FOR THE POWER POLE.
 DU1324'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 DU1324'THE MARK IS 0.5 M ABOVE THE DIRT ROAD.
 DU1324
 DU1324                          STATION RECOVERY (1999)
 DU1324
 DU1324'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU1324'MARK NOT FOUND.
 DU1324
 DU1324                          STATION RECOVERY (2006)
 DU1324
 DU1324'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU1324'FROM U.S. HIGHWAY 60, SOUTH ON IRONWOOD ROAD 1.2 MILES TO HOUSTON AVE,
 DU1324'THEN WEST 1.1 MILES TO PINAL DRIVE. MARK IS 73 FEET NORTH OF THE
 DU1324'CENTERLINE OF THE INTERSECTION OF HOUSTON AVE. AND PINAL DRIVE, 4 FEET
 DU1324'SOUTH OF THE FIRST POWER POLE, AND 1.5 FEET EAST OF A WITNESS POST
 DU1324'WITH HANDHELD COORDINATES OF
 DU1324'33 22 21.84 (N)   111 34 50.88 (W) (NAD 83).
 DU1324'NOTE THE LOGO CAP THAT PROTECTS THE DATUM POINT IS MISSING.
 DU1324' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1262 ***********************************************************************
 DV1262  DESIGNATION -  Y 474
 DV1262  PID         -  DV1262
 DV1262  STATE/COUNTY-  AZ/MARICOPA
 DV1262  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1262
 DV1262                         *CURRENT SURVEY CONTROL
 DV1262  ___________________________________________________________________
 DV1262* NAD 83(1986)-  33 40 08.     (N)    112 08 05.     (W)     SCALED    
 DV1262* NAVD 88     -       412.456  (meters)    1353.20   (feet)  ADJUSTED  
 DV1262  ___________________________________________________________________
 DV1262  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DV1262  DYNAMIC HT  -         411.974 (meters)    1351.62  (feet)  COMP
 DV1262  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 DV1262
 DV1262  VERT ORDER  -  FIRST     CLASS II
 DV1262
 DV1262.The horizontal coordinates were scaled from a topographic map and have
 DV1262.an estimated accuracy of +/- 6 seconds.
 DV1262
 DV1262.The orthometric height was determined by differential leveling
 DV1262.and adjusted in November 1993.
 DV1262
 DV1262.The geoid height was determined by GEOID03.
 DV1262
 DV1262.The dynamic height is computed by dividing the NAVD 88
 DV1262.geopotential number by the normal gravity value computed on the
 DV1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1262.degrees latitude (g = 980.6199 gals.).
 DV1262
 DV1262.The modeled gravity was interpolated from observed gravity values.
 DV1262
 DV1262;                    North         East    Units  Estimated Accuracy
 DV1262;SPC AZ C     -   295,950.      193,140.      MT  (+/- 180 meters Scaled)
 DV1262
 DV1262                          SUPERSEDED SURVEY CONTROL
 DV1262
 DV1262  NAVD 88 (06/15/91)  412.461  (m)         1353.22   (f) UNKNOWN     1 2
 DV1262
 DV1262.Superseded values are not recommended for survey control.
 DV1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1262.See file dsdata.txt to determine how the superseded data were derived.
 DV1262
 DV1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC948260(NAD 83)
 DV1262_MARKER: DB = BENCH MARK DISK
 DV1262_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1262+WITH SETTING: PAVEMENT
 DV1262_SP_SET: STEEL POWER POLE FOUNDATION
 DV1262_STAMPING: Y 474 1981
 DV1262_MARK LOGO: NGS   
 DV1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1262+STABILITY: SURFACE MOTION
 DV1262
 DV1262  HISTORY     - Date     Condition        Report By
 DV1262  HISTORY     - 1981     MONUMENTED       NGS
 DV1262  HISTORY     - 1984     GOOD             AZDT
 DV1262
 DV1262                          STATION DESCRIPTION
 DV1262
 DV1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1262'23.3 KM (14.5 MI) NW FROM PHOENIX.
 DV1262'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1262'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 1.9 KM (1.2 MI)
 DV1262'WEST ALONG BEARDSLEY ROAD, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 DV1262'OF 35TH AVENUE, AT A 100 FOOT TALL GALVANIZED STEEL POWER LINE POLE,
 DV1262'IN TOP OF THE SOUTH EDGE OF THE CONCRETE FOUNDATION, 19.7 METERS
 DV1262'(64.6 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 11.3 METERS (37 FT)
 DV1262'EAST OF THE CENTERLINE OF THE AVENUE, 0.17 METER (0.6 FT) SOUTH OF
 DV1262'THE SOUTH EDGE OF THE POLE.
 DV1262'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 DV1262
 DV1262                          STATION RECOVERY (1984)
 DV1262
 DV1262'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1288 ***********************************************************************
 DV1288  DESIGNATION -  Y 475
 DV1288  PID         -  DV1288
 DV1288  STATE/COUNTY-  AZ/MARICOPA
 DV1288  USGS QUAD   -  TONOPAH (1984)
 DV1288
 DV1288                         *CURRENT SURVEY CONTROL
 DV1288  ___________________________________________________________________
 DV1288* NAD 83(1986)-  33 29 36.     (N)    112 55 03.     (W)     SCALED    
 DV1288* NAVD 88     -       337.232  (meters)    1106.40   (feet)  ADJUSTED  
 DV1288  ___________________________________________________________________
 DV1288  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1288  DYNAMIC HT  -         336.837 (meters)    1105.11  (feet)  COMP
 DV1288  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 DV1288
 DV1288  VERT ORDER  -  FIRST     CLASS II
 DV1288
 DV1288.The horizontal coordinates were scaled from a topographic map and have
 DV1288.an estimated accuracy of +/- 6 seconds.
 DV1288
 DV1288.The orthometric height was determined by differential leveling
 DV1288.and adjusted in June 1991.
 DV1288
 DV1288.The geoid height was determined by GEOID03.
 DV1288
 DV1288.The dynamic height is computed by dividing the NAVD 88
 DV1288.geopotential number by the normal gravity value computed on the
 DV1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1288.degrees latitude (g = 980.6199 gals.).
 DV1288
 DV1288.The modeled gravity was interpolated from observed gravity values.
 DV1288
 DV1288;                    North         East    Units  Estimated Accuracy
 DV1288;SPC AZ C     -   276,910.      120,360.      MT  (+/- 180 meters Scaled)
 DV1288
 DV1288                          SUPERSEDED SURVEY CONTROL
 DV1288
 DV1288.No superseded survey control is available for this station.
 DV1288
 DV1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC218076(NAD 83)
 DV1288_MARKER: DB = BENCH MARK DISK
 DV1288_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DV1288_SP_SET: ABUTMENT
 DV1288_STAMPING: Y 475 1981
 DV1288_MARK LOGO: NGS   
 DV1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1288+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 DV1288
 DV1288  HISTORY     - Date     Condition        Report By
 DV1288  HISTORY     - 1981     MONUMENTED       NGS
 DV1288  HISTORY     - 20010417 GOOD             MCDOT
 DV1288  HISTORY     - 20080530 GOOD             GEOCAC
 DV1288
 DV1288                          STATION DESCRIPTION
 DV1288
 DV1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1288'2.1 KM (1.35 MI) EAST FROM TONOPAH.
 DV1288'2.1 KM (1.35 MI) EAST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1288'AT TONOPAH, AT INTERSTATE HIGHWAY 10 WEST BOUND TRAFFIC LANE
 DV1288'BRIDGE OVER THE OLD CAMP WASH, IN TOP OF THE NORTHEAST END OF THE
 DV1288'NORTHWEST ABUTMENT, 1.3 KM (0.8 MI) EAST OF BENCH MARK X 475, 45.3
 DV1288'METERS (148.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 0.35 METER
 DV1288'(1.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE NORTH CONCRETE
 DV1288'BANISTER, 1.6 METER (5.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 DV1288'NORTH CONCRETE BANISTER.
 DV1288'THE MARK IS ABOVE LEVEL WITH I-10 WEST BOUND LANES.
 DV1288
 DV1288                          STATION RECOVERY (2001)
 DV1288
 DV1288'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV1288'N OF WB I-10 EXIT RAMP TO JUNCT. OF 411TH AVE. + INDIAN SCHOOL THENCE
 DV1288'1.15 MILES E TO OLD CAMP WASH
 DV1288'NGS BC SET IN CONC.ABUTMENT OF BRIDGE (VERT. CONTROL MARK
 DV1288' 
 DV1288' 
 DV1288' 
 DV1288' 
 DV1288
 DV1288                          STATION RECOVERY (2008)
 DV1288
 DV1288'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV1288'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV1288'33 29 35.9 (N)   112 55 04.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1360 ***********************************************************************
 DV1360  DESIGNATION -  Y 476
 DV1360  PID         -  DV1360
 DV1360  STATE/COUNTY-  AZ/MARICOPA
 DV1360  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1360
 DV1360                         *CURRENT SURVEY CONTROL
 DV1360  ___________________________________________________________________
 DV1360* NAD 83(1986)-  33 35 15.4    (N)    113 15 57.8    (W)     HD_HELD2  
 DV1360* NAVD 88     -       425.789  (meters)    1396.94   (feet)  ADJUSTED  
 DV1360  ___________________________________________________________________
 DV1360  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DV1360  DYNAMIC HT  -         425.285 (meters)    1395.29  (feet)  COMP
 DV1360  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 DV1360
 DV1360  VERT ORDER  -  FIRST     CLASS II
 DV1360
 DV1360.The horizontal coordinates were established by autonomous hand held GPS
 DV1360.observations and have an estimated accuracy of +/- 10 meters.
 DV1360
 DV1360.The orthometric height was determined by differential leveling
 DV1360.and adjusted in June 1991.
 DV1360
 DV1360.The geoid height was determined by GEOID03.
 DV1360
 DV1360.The dynamic height is computed by dividing the NAVD 88
 DV1360.geopotential number by the normal gravity value computed on the
 DV1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1360.degrees latitude (g = 980.6199 gals.).
 DV1360
 DV1360.The modeled gravity was interpolated from observed gravity values.
 DV1360
 DV1360;                    North         East    Units  Estimated Accuracy
 DV1360;SPC AZ C     -   287,733.       88,106.      MT  (+/- 10 meters HH2 GPS)
 DV1360
 DV1360                          SUPERSEDED SURVEY CONTROL
 DV1360
 DV1360.No superseded survey control is available for this station.
 DV1360
 DV1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8970718734(NAD 83)
 DV1360_MARKER: I = METAL ROD
 DV1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1360_SP_SET: STAINLESS STEEL ROD
 DV1360_STAMPING: Y 476 1981
 DV1360_MARK LOGO: NGS   
 DV1360_PROJECTION: FLUSH
 DV1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1360+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 DV1360_ROD/PIPE-DEPTH: 7.3  meters
 DV1360
 DV1360  HISTORY     - Date     Condition        Report By
 DV1360  HISTORY     - 1981     MONUMENTED       NGS
 DV1360  HISTORY     - 20080328 GOOD             GEOCAC
 DV1360
 DV1360                          STATION DESCRIPTION
 DV1360
 DV1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1360'33.7 KM (20.95 MI) NW FROM TONOPAH.
 DV1360'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1360'AT TONOPAH, THENCE 22.7 KM (14.1 MI) NORTHWEST ALONG SALOME ROAD,
 DV1360'AT THE CROSSING OF A PROMINENT WASH, 31.6 METERS (103.8 FT) NORTHEAST
 DV1360'OF THE NORTH CORNER AND IN LINE WITH THE PROLONGATION OF THE NORTHWEST
 DV1360'FACE OF A 10 BY 12 FOOT WHITE CINDER BLOCK SUBSTATION BUILDING
 DV1360'FOR THE BELL TELEPHONE UNDERGROUND CABLE LINE, 45.7 METERS (150 FT)
 DV1360'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 20.7 METERS (68 FT) WEST OF
 DV1360'THE CENTER OF A WASH, 34.1 METERS (112 FT) NORTH OF UNDERGROUND CABLE
 DV1360'WOODEN WITNESS POST 322 1/2,
 DV1360'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DV1360'THE MARK IS ABOVE LEVEL WITH THE BASE OF THE BUILDING.
 DV1360
 DV1360                          STATION RECOVERY (2008)
 DV1360
 DV1360'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1360'33 35 15.4 N, 113 15 57.8 W HH2
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1387 ***********************************************************************
 DV1387  DESIGNATION -  Y 477
 DV1387  PID         -  DV1387
 DV1387  STATE/COUNTY-  AZ/LA PAZ
 DV1387  USGS QUAD   -  HARCUVAR (1990)
 DV1387
 DV1387                         *CURRENT SURVEY CONTROL
 DV1387  ___________________________________________________________________
 DV1387* NAD 83(1986)-  33 45 14.     (N)    113 39 56.     (W)     SCALED    
 DV1387* NAVD 88     -       578.762  (meters)    1898.82   (feet)  ADJUSTED  
 DV1387  ___________________________________________________________________
 DV1387  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 DV1387  DYNAMIC HT  -         578.085 (meters)    1896.60  (feet)  COMP
 DV1387  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 DV1387
 DV1387  VERT ORDER  -  FIRST     CLASS II
 DV1387
 DV1387.The horizontal coordinates were scaled from a topographic map and have
 DV1387.an estimated accuracy of +/- 6 seconds.
 DV1387
 DV1387.The orthometric height was determined by differential leveling
 DV1387.and adjusted in June 1991.
 DV1387
 DV1387.The geoid height was determined by GEOID03.
 DV1387
 DV1387.The dynamic height is computed by dividing the NAVD 88
 DV1387.geopotential number by the normal gravity value computed on the
 DV1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1387.degrees latitude (g = 980.6199 gals.).
 DV1387
 DV1387.The modeled gravity was interpolated from observed gravity values.
 DV1387
 DV1387;                    North         East    Units  Estimated Accuracy
 DV1387;SPC AZ W     -   305,370.      221,180.      MT  (+/- 180 meters Scaled)
 DV1387
 DV1387                          SUPERSEDED SURVEY CONTROL
 DV1387
 DV1387.No superseded survey control is available for this station.
 DV1387
 DV1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC531380(NAD 83)
 DV1387_MARKER: DB = BENCH MARK DISK
 DV1387_SETTING: 66 = SET IN ROCK OUTCROP
 DV1387_SP_SET: ROCK OUTCROP
 DV1387_STAMPING: Y 477 1981
 DV1387_MARK LOGO: NGS   
 DV1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1387+STABILITY: POSITION/ELEVATION WELL
 DV1387
 DV1387  HISTORY     - Date     Condition        Report By
 DV1387  HISTORY     - 1981     MONUMENTED       NGS
 DV1387  HISTORY     - 1981     GOOD             NGS
 DV1387  HISTORY     - 1981     GOOD             NGS
 DV1387
 DV1387                          STATION DESCRIPTION
 DV1387
 DV1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1387'5.9 KM (3.7 MI) SW FROM SALOME.
 DV1387'5.1 KM (3.2 MI) SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1387'SALOME ROAD AT SALOME, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG THE
 DV1387'ABANDONED OLD HIGHWAY, 120 PACES NORTHEAST OF A CONCRETE BOX CULVERT
 DV1387'UNDER THE OLD HIGHWAY, IN TOP OF THE DARK COLORED OUTCROP OF THE
 DV1387'OTHERWISE LIGHT COLORED DECOMPOSED GRANITE, AT THE BASE OF THE
 DV1387'SOUTHEAST SLOPE OF A SMALL HILL BETWEEN THE OLD AND NEW HIGHWAYS, IN
 DV1387'A LOW CUT, 0.9 KM (0.55 MI) NORTHEAST OF BENCH MARK Z 477, 5.3 METERS
 DV1387'(17.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.4 METERS
 DV1387'(80 FT) NORTH OF AND ACROSS THE HIGHWAY FROM Y JUNCTION POWER LINE
 DV1387'POLE 39-12, 68.6 METERS (225 FT) SOUTHWEST OF A TELEPHONE POLE WHICH
 DV1387'IS ON TOP OF THE NORTHEAST END OF A HILL, 50.2 METERS (164.5 FT)
 DV1387'NORTHEAST OF A TELEPHONE POLE.
 DV1387'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DV1387'THE MARK IS 0.1 M BELOW THE OLD HIGHWAY.
 DV1387
 DV1387                          STATION RECOVERY (1981)
 DV1387
 DV1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1387'RECOVERED IN GOOD CONDITION.
 DV1387
 DV1387                          STATION RECOVERY (1981)
 DV1387
 DV1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1308 ***********************************************************************
 DW1308  DESIGNATION -  Y 478
 DW1308  PID         -  DW1308
 DW1308  STATE/COUNTY-  AZ/LA PAZ
 DW1308  USGS QUAD   -  QUARTZSITE (1990)
 DW1308
 DW1308                         *CURRENT SURVEY CONTROL
 DW1308  ___________________________________________________________________
 DW1308* NAD 83(1986)-  33 40 07.     (N)    114 10 05.     (W)     SCALED    
 DW1308* NAVD 88     -       315.850  (meters)    1036.25   (feet)  ADJUSTED  
 DW1308  ___________________________________________________________________
 DW1308  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DW1308  DYNAMIC HT  -         315.494 (meters)    1035.08  (feet)  COMP
 DW1308  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 DW1308
 DW1308  VERT ORDER  -  FIRST     CLASS II
 DW1308
 DW1308.The horizontal coordinates were scaled from a topographic map and have
 DW1308.an estimated accuracy of +/- 6 seconds.
 DW1308
 DW1308.The orthometric height was determined by differential leveling
 DW1308.and adjusted in June 1991.
 DW1308
 DW1308.The geoid height was determined by GEOID03.
 DW1308
 DW1308.The dynamic height is computed by dividing the NAVD 88
 DW1308.geopotential number by the normal gravity value computed on the
 DW1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1308.degrees latitude (g = 980.6199 gals.).
 DW1308
 DW1308.The modeled gravity was interpolated from observed gravity values.
 DW1308
 DW1308;                    North         East    Units  Estimated Accuracy
 DW1308;SPC AZ W     -   295,990.      174,590.      MT  (+/- 180 meters Scaled)
 DW1308
 DW1308                          SUPERSEDED SURVEY CONTROL
 DW1308
 DW1308.No superseded survey control is available for this station.
 DW1308
 DW1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT625290(NAD 83)
 DW1308_MARKER: I = METAL ROD
 DW1308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DW1308_SP_SET: STAINLESS STEEL ROD
 DW1308_STAMPING: Y 478 1981
 DW1308_MARK LOGO: NGS   
 DW1308_PROJECTION: FLUSH
 DW1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW1308+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 DW1308_ROD/PIPE-DEPTH: 2.4  meters
 DW1308
 DW1308  HISTORY     - Date     Condition        Report By
 DW1308  HISTORY     - 1981     MONUMENTED       NGS
 DW1308  HISTORY     - 20090218 GOOD             GEOCAC
 DW1308
 DW1308                          STATION DESCRIPTION
 DW1308
 DW1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1308'4.7 KM (2.95 MI) EAST FROM QUARTZSITE.
 DW1308'4.7 KM (2.95 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S.
 DW1308'HIGHWAY 95 OVERPASS IN QUARTZSITE, 0.3 KM (0.2 MI) WEST OF HIGHWAY
 DW1308'MILEPOST 22, 45.9 METERS (151 FT) SOUTH OF THE CENTERLINE OF THE
 DW1308'EAST-BOUND LANES, 76.8 METERS (252 FT) NORTH OF THE CENTERLINE OF THE
 DW1308'FRONTAGE ROAD, 19.7 METERS (64.6 FT) NORTH-NORTHEAST OF THE THIRD
 DW1308'POWER POLE WEST OF THE MILEPOST, 0.6 METERS (2.0 FT) NORTH OF A BRACED
 DW1308'ANGLE IRON POST IN THE RIGHT-OF-WAY FENCE.
 DW1308'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 DW1308'THE MARK IS 0.7 M BELOW THE EAST-BOUND CENTERLINE.
 DW1308
 DW1308                          STATION RECOVERY (2009)
 DW1308
 DW1308'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW1308'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW1308'COORDINATES OF N 33 40 07.0 W 114 10 02.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1480 ***********************************************************************
 DV1480  DESIGNATION -  Y 479
 DV1480  PID         -  DV1480
 DV1480  STATE/COUNTY-  AZ/LA PAZ
 DV1480  USGS QUAD   -  SALOME (1990)
 DV1480
 DV1480                         *CURRENT SURVEY CONTROL
 DV1480  ___________________________________________________________________
 DV1480* NAD 83(1986)-  33 51 21.     (N)    113 32 40.     (W)     SCALED    
 DV1480* NAVD 88     -       596.398  (meters)    1956.68   (feet)  ADJUSTED  
 DV1480  ___________________________________________________________________
 DV1480  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DV1480  DYNAMIC HT  -         595.692 (meters)    1954.37  (feet)  COMP
 DV1480  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 DV1480  OBS GRAVITY -     979,430.3   (mgal)                       GRAV_OBS
 DV1480
 DV1480  VERT ORDER  -  FIRST     CLASS II
 DV1480
 DV1480.The horizontal coordinates were scaled from a topographic map and have
 DV1480.an estimated accuracy of +/- 6 seconds.
 DV1480
 DV1480.The orthometric height was determined by differential leveling
 DV1480.and adjusted in June 1991.
 DV1480
 DV1480.The geoid height was determined by GEOID03.
 DV1480
 DV1480.The dynamic height is computed by dividing the NAVD 88
 DV1480.geopotential number by the normal gravity value computed on the
 DV1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1480.degrees latitude (g = 980.6199 gals.).
 DV1480
 DV1480.The modeled gravity was interpolated from observed gravity values.
 DV1480.The observed gravity was obtained from relative gravimeter ties
 DV1480.to the IGSN71 gravity network.
 DV1480
 DV1480;                    North         East    Units  Estimated Accuracy
 DV1480;SPC AZ W     -   316,690.      232,380.      MT  (+/- 180 meters Scaled)
 DV1480
 DV1480                          SUPERSEDED SURVEY CONTROL
 DV1480
 DV1480.No superseded survey control is available for this station.
 DV1480
 DV1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC646490(NAD 83)
 DV1480_MARKER: DB = BENCH MARK DISK
 DV1480_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DV1480+WITH SETTING: PAVEMENT
 DV1480_SP_SET: CONCRETE WELL CASING PAD
 DV1480_STAMPING: Y 479 1981
 DV1480_MARK LOGO: NGS   
 DV1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1480+STABILITY: POSITION/ELEVATION WELL
 DV1480
 DV1480  HISTORY     - Date     Condition        Report By
 DV1480  HISTORY     - 1981     MONUMENTED       NGS
 DV1480
 DV1480                          STATION DESCRIPTION
 DV1480
 DV1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1480'3.9 KM (2.4 MI) NORTH FROM WENDEN.
 DV1480'3.9 KM (2.4 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1480'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, AT THE NORTHWEST CORNER OF THE
 DV1480'PROPERTY FOR A ONE STORY FARM HOUSE, SET IN TOP OF THE SOUTHEAST
 DV1480'CORNER OF A 6 X 6 FOOT CONCRETE PAD FOR A DIESEL POWERED IRRIGATION
 DV1480'PUMP, 60 PACES NORTHWEST OF THE HOUSE, 43.0 METERS (141 FT) EAST OF
 DV1480'THE CENTERLINE OF THE ROAD, 13.8 METERS (46.0 FT) SOUTH OF THE
 DV1480'CENTERLINE OF A DIRT ROAD, 1.2 METERS (4.0 FT) SOUTHEAST OF THE CENTER
 DV1480'OF THE WELL, 0.35 METERS (1.2 FT) WEST OF THE EAST EDGE OF THE PAD,
 DV1480'0.3 METERS (1.0 FT) NORTH OF THE SOUTH EDGE OF THE PAD.
 DV1480'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0038 ***********************************************************************
 GP0038  DESIGNATION -  Y 48
 GP0038  PID         -  GP0038
 GP0038  STATE/COUNTY-  AZ/NAVAJO
 GP0038  USGS QUAD   -  MARSH PASS (1968)
 GP0038
 GP0038                         *CURRENT SURVEY CONTROL
 GP0038  ___________________________________________________________________
 GP0038* NAD 83(1986)-  36 39 46.     (N)    110 25 01.     (W)     SCALED    
 GP0038* NAVD 88     -      1887.098  (meters)    6191.25   (feet)  ADJUSTED  
 GP0038  ___________________________________________________________________
 GP0038  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GP0038  DYNAMIC HT  -        1884.773 (meters)    6183.63  (feet)  COMP
 GP0038  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 GP0038
 GP0038  VERT ORDER  -  FIRST     CLASS II
 GP0038
 GP0038.The horizontal coordinates were scaled from a topographic map and have
 GP0038.an estimated accuracy of +/- 6 seconds.
 GP0038
 GP0038.The orthometric height was determined by differential leveling
 GP0038.and adjusted in June 1991.
 GP0038
 GP0038.The geoid height was determined by GEOID03.
 GP0038
 GP0038.The dynamic height is computed by dividing the NAVD 88
 GP0038.geopotential number by the normal gravity value computed on the
 GP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0038.degrees latitude (g = 980.6199 gals.).
 GP0038
 GP0038.The modeled gravity was interpolated from observed gravity values.
 GP0038
 GP0038;                    North         East    Units  Estimated Accuracy
 GP0038;SPC AZ E     -   628,080.      190,990.      MT  (+/- 180 meters Scaled)
 GP0038
 GP0038                          SUPERSEDED SURVEY CONTROL
 GP0038
 GP0038  NGVD 29 (??/??/92) 1886.134  (m)         6188.09   (f) ADJ UNCH    1 2
 GP0038
 GP0038.Superseded values are not recommended for survey control.
 GP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0038.See file dsdata.txt to determine how the superseded data were derived.
 GP0038
 GP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF521576(NAD 83)
 GP0038_MARKER: DB = BENCH MARK DISK
 GP0038_SETTING: 66 = SET IN ROCK OUTCROP
 GP0038_SP_SET: SANDSTONE OUTCROP
 GP0038_STAMPING: Y 48 1934
 GP0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0038+STABILITY: POSITION/ELEVATION WELL
 GP0038
 GP0038  HISTORY     - Date     Condition        Report By
 GP0038  HISTORY     - 1934     MONUMENTED       CGS
 GP0038  HISTORY     - 1968     MARK NOT FOUND   USGS
 GP0038
 GP0038                          STATION DESCRIPTION
 GP0038
 GP0038'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GP0038'10.7 MI SW FROM KAYENTA.
 GP0038'10.7 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0038'COUNTY, AT THE CROSSING OF A ROW OF POLES, 103 FEET NORTHWEST OF THE
 GP0038'CENTERLINE OF THE ROAD, IN THE TOP OF A RED SANDSTONE OUTCROP, 6 FEET
 GP0038'NORTHWEST OF THE EDGE, AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 GP0038'STAMPED Y 48 1934.  NOTE-- THE DESCRIBED ROAD NO LONGER EXISTS.  MOST
 GP0038'PROBABLE LOCATION FOR THIS BM IS WITHIN A RATHER STEEP-WALLED CANYON.
 GP0038'THE ROADS HAVE BEEN BUILT THROUGH THIS CANYON SINCE THE BM WAS SET.
 GP0038'HIGHWAY CONSTRUCTION AT ONE TIME OR THE OTHER PROBABLY DESTROYED THE
 GP0038'BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2343 ***********************************************************************
 CZ2343  DESIGNATION -  Y 48
 CZ2343  PID         -  CZ2343
 CZ2343  STATE/COUNTY-  AZ/PINAL
 CZ2343  USGS QUAD   -  CHUICHU (1992)
 CZ2343
 CZ2343                         *CURRENT SURVEY CONTROL
 CZ2343  ___________________________________________________________________
 CZ2343* NAD 83(1992)-  32 49 15.48808(N)    111 50 36.24354(W)     ADJUSTED  
 CZ2343* NAVD 88     -       421.74   (+/-2cm)    1383.7    (feet)  VERTCON   
 CZ2343  ___________________________________________________________________
 CZ2343  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 CZ2343  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ2343  HORZ ORDER  -  FIRST
 CZ2343  VERT ORDER  -  THIRD ? (See Below)
 CZ2343
 CZ2343.The horizontal coordinates were established by classical geodetic methods
 CZ2343.and adjusted by the National Geodetic Survey in August 1993.
 CZ2343
 CZ2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2343.The vertical order pertains to the NGVD 29 superseded value.
 CZ2343
 CZ2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2343
 CZ2343.The geoid height was determined by GEOID03.
 CZ2343
 CZ2343;                    North         East     Units Scale Factor Converg.
 CZ2343;SPC AZ C     -   201,900.844   220,220.023   MT  0.99990058   +0 02 23.0
 CZ2343;SPC AZ C     -   662,404.34    722,506.64   iFT  0.99990058   +0 02 23.0
 CZ2343;UTM  12      - 3,631,754.780   421,053.074   MT  0.99967685   -0 27 25.8
 CZ2343
 CZ2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2343!SPC AZ C     -   0.99993855  x   0.99990058  =   0.99983914
 CZ2343!UTM  12      -   0.99993855  x   0.99967685  =   0.99961542
 CZ2343
 CZ2343|---------------------------------------------------------------------|
 CZ2343| PID    Reference Object                     Distance      Geod. Az  |
 CZ2343|                                                           dddmmss.s |
 CZ2343| CH6238 Y 48 RM E                             8.825 METERS 08932     |
 CZ2343| CH6239 Y 48 RM S                             8.839 METERS 17931     |
 CZ2343| CZ2363 W 51X                               APPROX. 6.1 KM 2193451.0 |
 CZ2343|---------------------------------------------------------------------|
 CZ2343
 CZ2343                          SUPERSEDED SURVEY CONTROL
 CZ2343
 CZ2343  NAD 83(1986)-  32 49 15.48164(N)    111 50 36.24435(W) AD(       ) 1
 CZ2343  NAD 27      -  32 49 15.28407(N)    111 50 33.77242(W) AD(       ) 1
 CZ2343  NGVD 29 (07/19/86)  421.12   (m)         1381.6    (f) LEVELING    3  
 CZ2343
 CZ2343.Superseded values are not recommended for survey control.
 CZ2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2343.See file dsdata.txt to determine how the superseded data were derived.
 CZ2343
 CZ2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2105331755(NAD 83)
 CZ2343_MARKER: DD = SURVEY DISK
 CZ2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2343+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2343
 CZ2343  HISTORY     - Date     Condition        Report By
 CZ2343  HISTORY     - 1966     MONUMENTED       DMA
 CZ2343  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2343
 CZ2343                          STATION DESCRIPTION
 CZ2343
 CZ2343'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2343'T-7-S.  R-5-E.  IN SECTION 17 NEAR THE NORTHEAST CORNER.
 CZ2343'
 CZ2343'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2343'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2343'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2343'IS STAMPED--Y 48 1966 ARMY MAP SERVICE.
 CZ2343'
 CZ2343'THE STATION MARK IS LOCATED 111 FEET SOUTH OF THE CENTERLINE
 CZ2343'OF EAST-WEST ROAD.  66 FEET SOUTH OF THE EAST-WEST POWERLINE.  37
 CZ2343'FEET WEST OF NORTH-SOUTH FENCE.  65 FEET SOUTH OF EAST-WEST FENCE.
 CZ2343
 CZ2343                          STATION RECOVERY (2007)
 CZ2343
 CZ2343'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0780 ***********************************************************************
 ET0780  DESIGNATION -  Y 480
 ET0780  PID         -  ET0780
 ET0780  STATE/COUNTY-  AZ/MOHAVE
 ET0780  USGS QUAD   -  ALAMO DAM (1990)
 ET0780
 ET0780                         *CURRENT SURVEY CONTROL
 ET0780  ___________________________________________________________________
 ET0780* NAD 83(1986)-  34 14 38.     (N)    113 36 32.     (W)     SCALED    
 ET0780* NAVD 88     -       382.569  (meters)    1255.15   (feet)  ADJUSTED  
 ET0780  ___________________________________________________________________
 ET0780  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0780  DYNAMIC HT  -         382.146 (meters)    1253.76  (feet)  COMP
 ET0780  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 ET0780
 ET0780  VERT ORDER  -  FIRST     CLASS II
 ET0780
 ET0780.The horizontal coordinates were scaled from a topographic map and have
 ET0780.an estimated accuracy of +/- 6 seconds.
 ET0780
 ET0780.The orthometric height was determined by differential leveling
 ET0780.and adjusted in June 1991.
 ET0780
 ET0780.The geoid height was determined by GEOID03.
 ET0780
 ET0780.The dynamic height is computed by dividing the NAVD 88
 ET0780.geopotential number by the normal gravity value computed on the
 ET0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0780.degrees latitude (g = 980.6199 gals.).
 ET0780
 ET0780.The modeled gravity was interpolated from observed gravity values.
 ET0780
 ET0780;                    North         East    Units  Estimated Accuracy
 ET0780;SPC AZ W     -   359,730.      226,360.      MT  (+/- 180 meters Scaled)
 ET0780
 ET0780                          SUPERSEDED SURVEY CONTROL
 ET0780
 ET0780.No superseded survey control is available for this station.
 ET0780
 ET0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC597922(NAD 83)
 ET0780_MARKER: DB = BENCH MARK DISK
 ET0780_SETTING: 66 = SET IN ROCK OUTCROP
 ET0780_SP_SET: ROCK OUTCROP
 ET0780_STAMPING: Y 480 1981
 ET0780_MARK LOGO: NGS   
 ET0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0780+STABILITY: POSITION/ELEVATION WELL
 ET0780
 ET0780  HISTORY     - Date     Condition        Report By
 ET0780  HISTORY     - 1981     MONUMENTED       NGS
 ET0780
 ET0780                          STATION DESCRIPTION
 ET0780
 ET0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0780'2.5 KM (1.55 MI) NORTH FROM ALAMO LAKE.
 ET0780'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0780'THE SOUTHEAST END OF THE DAM, THENCE 1.5 KM (0.9 MI) NORTH ALONG A
 ET0780'JEEP TRAIL THROUGH A GATE IN A BARBED WIRE FENCE, 0.2 KM (0.1 MI)
 ET0780'SOUTHWEST OF THE Y JUNCTION OF A RAVINE LEADING SOUTH OUT OF THE
 ET0780'MOUNTAINS, SET IN TOP OF A MASSIVE OUTCROP ON THE SOUTHEAST SIDE OF
 ET0780'THE NARROWEST POINT OF A ROCK-WALLED WASH, APPROXIMATELY 50 FT
 ET0780'SOUTHEAST OF THE CENTERLINE OF THE WASH, 20.4 METERS (67.0 FT)
 ET0780'NORTHWEST OF THE CENTERLINE OF THE JEEP TRAIL, APPROXIMATELY 50 FEET
 ET0780'ABOVE THE WASH, NOTE-THE LINE ON THIS BENCH MARK POINTS AT BENCH MARK
 ET0780'X 480.
 ET0780'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ET0780'THE MARK IS 1.0 M ABOVE THE JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0784 ***********************************************************************
 ET0784  DESIGNATION -  Y 481
 ET0784  PID         -  ET0784
 ET0784  STATE/COUNTY-  AZ/MOHAVE
 ET0784  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0784
 ET0784                         *CURRENT SURVEY CONTROL
 ET0784  ___________________________________________________________________
 ET0784* NAD 83(1986)-  34 15 41.     (N)    113 35 51.     (W)     SCALED    
 ET0784* NAVD 88     -       366.991  (meters)    1204.04   (feet)  ADJUSTED  
 ET0784  ___________________________________________________________________
 ET0784  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0784  DYNAMIC HT  -         366.585 (meters)    1202.70  (feet)  COMP
 ET0784  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 ET0784  OBS GRAVITY -     979,520.2   (mgal)                       GRAV_OBS
 ET0784
 ET0784  VERT ORDER  -  FIRST     CLASS II
 ET0784
 ET0784.The horizontal coordinates were scaled from a topographic map and have
 ET0784.an estimated accuracy of +/- 6 seconds.
 ET0784
 ET0784.The orthometric height was determined by differential leveling
 ET0784.and adjusted in June 1991.
 ET0784
 ET0784.The geoid height was determined by GEOID03.
 ET0784
 ET0784.The dynamic height is computed by dividing the NAVD 88
 ET0784.geopotential number by the normal gravity value computed on the
 ET0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0784.degrees latitude (g = 980.6199 gals.).
 ET0784
 ET0784.The modeled gravity was interpolated from observed gravity values.
 ET0784.The observed gravity was obtained from relative gravimeter ties
 ET0784.to the IGSN71 gravity network.
 ET0784
 ET0784;                    North         East    Units  Estimated Accuracy
 ET0784;SPC AZ W     -   361,670.      227,400.      MT  (+/- 180 meters Scaled)
 ET0784
 ET0784                          SUPERSEDED SURVEY CONTROL
 ET0784
 ET0784.No superseded survey control is available for this station.
 ET0784
 ET0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC608941(NAD 83)
 ET0784_MARKER: DB = BENCH MARK DISK
 ET0784_SETTING: 66 = SET IN ROCK OUTCROP
 ET0784_SP_SET: ROCK OUTCROP
 ET0784_STAMPING: Y 481 1981
 ET0784_MARK LOGO: NGS   
 ET0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0784+STABILITY: POSITION/ELEVATION WELL
 ET0784
 ET0784  HISTORY     - Date     Condition        Report By
 ET0784  HISTORY     - 1981     MONUMENTED       NGS
 ET0784
 ET0784                          STATION DESCRIPTION
 ET0784
 ET0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0784'4.6 KM (2.9 MI) NORTH FROM ALAMO LAKE.
 ET0784'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0784'THE SOUTHEAST END OF THE DAM, THENCE 1.7 KM (1.05 MI) NORTH ALONG A
 ET0784'JEEP TRAIL THROUGH A GATE IN A BARB WIRE FENCE, THENCE 1.9 KM (1.2 MI)
 ET0784'NORTH CROSS-COUNTRY, 0.2 KM (0.1 MI) EAST OF A MASSIVE GRANITE
 ET0784'OUTCROP, AT A SHORT RIDGE OF SCATTERED GRANITE OUTCROP, ON THE NORTH
 ET0784'EDGE OF A DRY WASH, ON THE SOUTH SIDE OF A PROMINENT RIDGE, SET IN TOP
 ET0784'OF A 30 X 20 FOOT GRANITE OUTCROP, 4.0 METERS (13.0 FT) NORTH OF THE
 ET0784'CENTERLINE OF THE WASH, 2.5 METERS (8.0 FT) WEST OF THE EAST EDGE OF
 ET0784'THE OUTCROP, 1.8 METERS (6.0 FT) BELOW THE HIGH WATER LEVEL INDICATED
 ET0784'BY DRIFTWOOD.
 ET0784'THE MARK IS 1.6 METERS  WSW FROM A WITNESS POST.
 ET0784'THE MARK IS 1.0 M ABOVE THE WASH BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0778 ***********************************************************************
 EU0778  DESIGNATION -  Y 484
 EU0778  PID         -  EU0778
 EU0778  STATE/COUNTY-  AZ/MOHAVE
 EU0778  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0778
 EU0778                         *CURRENT SURVEY CONTROL
 EU0778  ___________________________________________________________________
 EU0778* NAD 83(1986)-  34 44 49.     (N)    114 13 54.     (W)     SCALED    
 EU0778* NAVD 88     -       374.515  (meters)    1228.72   (feet)  ADJUSTED  
 EU0778  ___________________________________________________________________
 EU0778  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EU0778  DYNAMIC HT  -         374.108 (meters)    1227.39  (feet)  COMP
 EU0778  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 EU0778
 EU0778  VERT ORDER  -  FIRST     CLASS II
 EU0778
 EU0778.The horizontal coordinates were scaled from a topographic map and have
 EU0778.an estimated accuracy of +/- 6 seconds.
 EU0778
 EU0778.The orthometric height was determined by differential leveling
 EU0778.and adjusted in June 1991.
 EU0778
 EU0778.The geoid height was determined by GEOID03.
 EU0778
 EU0778.The dynamic height is computed by dividing the NAVD 88
 EU0778.geopotential number by the normal gravity value computed on the
 EU0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0778.degrees latitude (g = 980.6199 gals.).
 EU0778
 EU0778.The modeled gravity was interpolated from observed gravity values.
 EU0778
 EU0778;                    North         East    Units  Estimated Accuracy
 EU0778;SPC AZ W     -   415,620.      169,260.      MT  (+/- 180 meters Scaled)
 EU0778
 EU0778                          SUPERSEDED SURVEY CONTROL
 EU0778
 EU0778.No superseded survey control is available for this station.
 EU0778
 EU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU534484(NAD 83)
 EU0778_MARKER: DB = BENCH MARK DISK
 EU0778_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EU0778_SP_SET: ABUTMENT
 EU0778_STAMPING: Y 484 1981
 EU0778_MARK LOGO: NGS   
 EU0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0778
 EU0778  HISTORY     - Date     Condition        Report By
 EU0778  HISTORY     - 1981     MONUMENTED       NGS
 EU0778
 EU0778                          STATION DESCRIPTION
 EU0778
 EU0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0778'16.6 KM (10.3 MI) SW FROM YUCCA.
 EU0778'16.6 KM (10.3 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0778'ROAD OVERPASS IN YUCCA, AT THE WEST BOUND TRAFFIC LANES BRIDGE OVER
 EU0778'BUCK MOUNTAIN WASH, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 EU0778'ABUTMENT, 7.5 METERS (24.5 FT) NORTHWEST OF THE CENTERLINE OF THE WEST
 EU0778'BOUND LANES.
 EU0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0915 ***********************************************************************
 FS0915  DESIGNATION -  Y 485
 FS0915  PID         -  FS0915
 FS0915  STATE/COUNTY-  AZ/MOHAVE
 FS0915  USGS QUAD   -  KINGMAN (1980)
 FS0915
 FS0915                         *CURRENT SURVEY CONTROL
 FS0915  ___________________________________________________________________
 FS0915* NAD 83(1986)-  35 11 37.     (N)    114 04 20.     (W)     SCALED    
 FS0915* NAVD 88     -      1031.866  (meters)    3385.38   (feet)  ADJUSTED  
 FS0915  ___________________________________________________________________
 FS0915  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0915  DYNAMIC HT  -        1030.653 (meters)    3381.40  (feet)  COMP
 FS0915  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 FS0915  OBS GRAVITY -     979,422.3   (mgal)                       GRAV_OBS
 FS0915
 FS0915  VERT ORDER  -  FIRST     CLASS II
 FS0915
 FS0915.The horizontal coordinates were scaled from a topographic map and have
 FS0915.an estimated accuracy of +/- 6 seconds.
 FS0915
 FS0915.The orthometric height was determined by differential leveling
 FS0915.and adjusted in June 1991.
 FS0915
 FS0915.The geoid height was determined by GEOID03.
 FS0915
 FS0915.The dynamic height is computed by dividing the NAVD 88
 FS0915.geopotential number by the normal gravity value computed on the
 FS0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0915.degrees latitude (g = 980.6199 gals.).
 FS0915
 FS0915.The modeled gravity was interpolated from observed gravity values.
 FS0915.The observed gravity was obtained from relative gravimeter ties
 FS0915.to the IGSN71 gravity network.
 FS0915
 FS0915;                    North         East    Units  Estimated Accuracy
 FS0915;SPC AZ W     -   465,120.      184,020.      MT  (+/- 180 meters Scaled)
 FS0915
 FS0915                          SUPERSEDED SURVEY CONTROL
 FS0915
 FS0915.No superseded survey control is available for this station.
 FS0915
 FS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU665984(NAD 83)
 FS0915_MARKER: DB = BENCH MARK DISK
 FS0915_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FS0915_SP_SET: HEADWALL
 FS0915_STAMPING: Y 485 1982
 FS0915_MARK LOGO: NGS   
 FS0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0915
 FS0915  HISTORY     - Date     Condition        Report By
 FS0915  HISTORY     - 1982     MONUMENTED       NGS
 FS0915
 FS0915                          STATION DESCRIPTION
 FS0915
 FS0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0915'0.6 KM (0.4 MI) NW FROM KINGMAN.
 FS0915'0.6 KM (0.4 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0915'HIGHWAY 40 OVERPASS IN KINGMAN, AT THE T JUNCTION OF JOYCE AVENUE, AT
 FS0915'A 4 BY 5 FOOT BOX CULVERT, IN TOP OF THE SOUTHWEST HEADWALL, 0.1 METER
 FS0915'(0.6 FT) SOUTHEAST OF THE NORTHWEST END, 13.7 METERS (45 FT) SOUTHWEST
 FS0915'OF THE CENTERLINE OF (WEST BEALE STREET) THE HIGHWAY, 7.3 METERS (24
 FS0915'FT) NORTHWEST OF THE EXTENDED CENTERLINE OF THE AVENUE, THE CULVERT
 FS0915'APPEARS TO BE SET ON BEDROCK.
 FS0915'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0699 ***********************************************************************
 FR0699  DESIGNATION -  Y 486
 FR0699  PID         -  FR0699
 FR0699  STATE/COUNTY-  AZ/MOHAVE
 FR0699  USGS QUAD   -  HACKBERRY (1977)
 FR0699
 FR0699                         *CURRENT SURVEY CONTROL
 FR0699  ___________________________________________________________________
 FR0699* NAD 83(1986)-  35 22 12.     (N)    113 40 09.     (W)     SCALED    
 FR0699* NAVD 88     -      1145.188  (meters)    3757.17   (feet)  ADJUSTED  
 FR0699  ___________________________________________________________________
 FR0699  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 FR0699  DYNAMIC HT  -        1143.795 (meters)    3752.60  (feet)  COMP
 FR0699  MODELED GRAV-     979,379.0   (mgal)                       NAVD 88
 FR0699
 FR0699  VERT ORDER  -  FIRST     CLASS II
 FR0699
 FR0699.The horizontal coordinates were scaled from a topographic map and have
 FR0699.an estimated accuracy of +/- 6 seconds.
 FR0699
 FR0699.The orthometric height was determined by differential leveling
 FR0699.and adjusted in June 1991.
 FR0699
 FR0699.The geoid height was determined by GEOID03.
 FR0699
 FR0699.The dynamic height is computed by dividing the NAVD 88
 FR0699.geopotential number by the normal gravity value computed on the
 FR0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0699.degrees latitude (g = 980.6199 gals.).
 FR0699
 FR0699.The modeled gravity was interpolated from observed gravity values.
 FR0699
 FR0699;                    North         East    Units  Estimated Accuracy
 FR0699;SPC AZ W     -   484,640.      220,710.      MT  (+/- 180 meters Scaled)
 FR0699
 FR0699                          SUPERSEDED SURVEY CONTROL
 FR0699
 FR0699.No superseded survey control is available for this station.
 FR0699
 FR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE575173(NAD 83)
 FR0699_MARKER: DB = BENCH MARK DISK
 FR0699_SETTING: 66 = SET IN ROCK OUTCROP
 FR0699_SP_SET: ROCK OUTCROP
 FR0699_STAMPING: Y 486 1982
 FR0699_MARK LOGO: NGS   
 FR0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0699+STABILITY: POSITION/ELEVATION WELL
 FR0699
 FR0699  HISTORY     - Date     Condition        Report By
 FR0699  HISTORY     - 1982     MONUMENTED       NGS
 FR0699
 FR0699                          STATION DESCRIPTION
 FR0699
 FR0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0699'31.7 KM (19.7 MI) SW FROM PEACH SPRINGS.
 FR0699'31.7 KM (19.7 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0699'OFFICE AT PEACH SPRINGS, 17.3 METERS (57.0 FEET) SOUTHEAST OF THE
 FR0699'CENTERLINE OF THE HIGHWAY, 23.7 METERS (78.0 FEET) SOUTH OF HIGHWAY
 FR0699'MILEPOST 84, 6.0 METERS (20.0 FEET) NORTHWEST OF A FENCE, IN TOP OF
 FR0699'THE LOWER PORTION OF A MASSIVE GRANITE OUTCROP PROJECTING 2 FEET ABOVE
 FR0699'THE GROUND.
 FR0699'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FR0699'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0726 ***********************************************************************
 FR0726  DESIGNATION -  Y 487
 FR0726  PID         -  FR0726
 FR0726  STATE/COUNTY-  AZ/MOHAVE
 FR0726  USGS QUAD   -  PEACH SPRINGS (1967)
 FR0726
 FR0726                         *CURRENT SURVEY CONTROL
 FR0726  ___________________________________________________________________
 FR0726* NAD 83(1986)-  35 33 08.     (N)    113 23 15.     (W)     SCALED    
 FR0726* NAVD 88     -      1607.423  (meters)    5273.69   (feet)  ADJUSTED  
 FR0726  ___________________________________________________________________
 FR0726  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FR0726  DYNAMIC HT  -        1605.386 (meters)    5267.00  (feet)  COMP
 FR0726  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 FR0726
 FR0726  VERT ORDER  -  FIRST     CLASS II
 FR0726
 FR0726.The horizontal coordinates were scaled from a topographic map and have
 FR0726.an estimated accuracy of +/- 6 seconds.
 FR0726
 FR0726.The orthometric height was determined by differential leveling
 FR0726.and adjusted in June 1991.
 FR0726
 FR0726.The geoid height was determined by GEOID03.
 FR0726
 FR0726.The dynamic height is computed by dividing the NAVD 88
 FR0726.geopotential number by the normal gravity value computed on the
 FR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0726.degrees latitude (g = 980.6199 gals.).
 FR0726
 FR0726.The modeled gravity was interpolated from observed gravity values.
 FR0726
 FR0726;                    North         East    Units  Estimated Accuracy
 FR0726;SPC AZ W     -   504,910.      246,230.      MT  (+/- 180 meters Scaled)
 FR0726
 FR0726                          SUPERSEDED SURVEY CONTROL
 FR0726
 FR0726.No superseded survey control is available for this station.
 FR0726
 FR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE835369(NAD 83)
 FR0726_MARKER: DB = BENCH MARK DISK
 FR0726_SETTING: 66 = SET IN ROCK OUTCROP
 FR0726_SP_SET: ROCK OUTCROP
 FR0726_STAMPING: Y 487 1982
 FR0726_MARK LOGO: NGS   
 FR0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0726+STABILITY: POSITION/ELEVATION WELL
 FR0726
 FR0726  HISTORY     - Date     Condition        Report By
 FR0726  HISTORY     - 1982     MONUMENTED       NGS
 FR0726
 FR0726                          STATION DESCRIPTION
 FR0726
 FR0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0726'6.8 KM (4.2 MI) NE FROM PEACH SPRINGS.
 FR0726'6.8 KM (4.2 MILES) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE
 FR0726'AT PEACH SPRINGS, AT MILEPOST 106, 16.4 METERS (54.0 FEET) NORTHWEST
 FR0726'OF THE CENTERLINE OF THE HIGHWAY, 18.2 METERS (60.0 FEET) SOUTHEAST OF
 FR0726'TELEPHONE POLE NO 9, IN TOP OF THE EXPOSED PORTION OF A MASSIVE
 FR0726'LIMESTONE OUTCROP.
 FR0726'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0760 ***********************************************************************
 FR0760  DESIGNATION -  Y 488
 FR0760  PID         -  FR0760
 FR0760  STATE/COUNTY-  AZ/YAVAPAI
 FR0760  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0760
 FR0760                         *CURRENT SURVEY CONTROL
 FR0760  ___________________________________________________________________
 FR0760* NAD 83(1986)-  35 13 14.     (N)    112 31 21.     (W)     SCALED    
 FR0760* NAVD 88     -      1539.810  (meters)    5051.86   (feet)  ADJUSTED  
 FR0760  ___________________________________________________________________
 FR0760  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 FR0760  DYNAMIC HT  -        1537.788 (meters)    5045.23  (feet)  COMP
 FR0760  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 FR0760
 FR0760  VERT ORDER  -  FIRST     CLASS II
 FR0760
 FR0760.The horizontal coordinates were scaled from a topographic map and have
 FR0760.an estimated accuracy of +/- 6 seconds.
 FR0760
 FR0760.The orthometric height was determined by differential leveling
 FR0760.and adjusted in June 1991.
 FR0760
 FR0760.The geoid height was determined by GEOID03.
 FR0760
 FR0760.The dynamic height is computed by dividing the NAVD 88
 FR0760.geopotential number by the normal gravity value computed on the
 FR0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0760.degrees latitude (g = 980.6199 gals.).
 FR0760
 FR0760.The modeled gravity was interpolated from observed gravity values.
 FR0760
 FR0760;                    North         East    Units  Estimated Accuracy
 FR0760;SPC AZ C     -   468,210.      158,210.      MT  (+/- 180 meters Scaled)
 FR0760
 FR0760                          SUPERSEDED SURVEY CONTROL
 FR0760
 FR0760.No superseded survey control is available for this station.
 FR0760
 FR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD614985(NAD 83)
 FR0760_MARKER: DB = BENCH MARK DISK
 FR0760_SETTING: 66 = SET IN ROCK OUTCROP
 FR0760_SP_SET: ROCK OUTCROP
 FR0760_STAMPING: Y 488 1982
 FR0760_MARK LOGO: NGS   
 FR0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0760+STABILITY: POSITION/ELEVATION WELL
 FR0760
 FR0760  HISTORY     - Date     Condition        Report By
 FR0760  HISTORY     - 1982     MONUMENTED       NGS
 FR0760
 FR0760                          STATION DESCRIPTION
 FR0760
 FR0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0760'4.3 KM (2.7 MI) WEST FROM ASH FORK.
 FR0760'4.3 KM (2.7 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0760'US HIGHWAY 89 IN ASH FORK, IN TOP OF A MASSIVE VOLCANIC OUTCROP
 FR0760'PROJECTING 2 FEET FROM A LOW HIGHWAY CUT, AT A POINT WHERE THE
 FR0760'FRONTAGE ROAD ANGLES AWAY FROM THE HIGHWAY TO THE SOUTHWEST, 0.2 KM
 FR0760'(0.15 MI) WEST OF A CATTLE CROSSING UNDERPASS, 0.2 KM (0.15 MI) EAST
 FR0760'OF A -GAS FOOD LODGING- SIGN, 13.4 METERS (44 FT) SOUTH OF THE
 FR0760'CENTERLINE OF THE EAST BOUND TRAFFIC LANES, 17.6 METERS (58 FT) NORTH
 FR0760'OF A FENCE.
 FR0760'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FR0760'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0786 ***********************************************************************
 FR0786  DESIGNATION -  Y 489
 FR0786  PID         -  FR0786
 FR0786  STATE/COUNTY-  AZ/COCONINO
 FR0786  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0786
 FR0786                         *CURRENT SURVEY CONTROL
 FR0786  ___________________________________________________________________
 FR0786* NAD 83(2007)-  35 15 29.65770(N)    112 04 58.25543(W)     ADJUSTED  
 FR0786* NAVD 88     -      2116.990  (meters)    6945.49   (feet)  ADJUSTED  
 FR0786  ___________________________________________________________________
 FR0786  EPOCH DATE  -        2007.00
 FR0786  X           -  -1,960,807.653 (meters)                     COMP
 FR0786  Y           -  -4,833,036.816 (meters)                     COMP
 FR0786  Z           -   3,662,506.736 (meters)                     COMP
 FR0786  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 FR0786  ELLIP HEIGHT-        2093.448 (meters)          (04/30/08) ADJUSTED
 FR0786  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FR0786  DYNAMIC HT  -        2113.999 (meters)    6935.68  (feet)  COMP
 FR0786  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 FR0786
 FR0786  HORZ ORDER  -  FIRST
 FR0786  VERT ORDER  -  FIRST     CLASS II
 FR0786  ELLP ORDER  -  SECOND    CLASS I
 FR0786
 FR0786.The horizontal coordinates were established by GPS observations
 FR0786.and adjusted by the STANTEC CONSULTING INC. in April 2008.
 FR0786
 FR0786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FR0786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FR0786.The horizontal coordinates are valid at the epoch date displayed above.
 FR0786.The epoch date for horizontal control is a decimal equivalence
 FR0786.of Year/Month/Day.
 FR0786
 FR0786.The orthometric height was determined by differential leveling
 FR0786.and adjusted in June 1991.
 FR0786
 FR0786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FR0786
 FR0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 FR0786
 FR0786.The ellipsoidal height was determined by GPS observations
 FR0786.and is referenced to NAD 83.
 FR0786
 FR0786.The geoid height was determined by GEOID03.
 FR0786
 FR0786.The dynamic height is computed by dividing the NAVD 88
 FR0786.geopotential number by the normal gravity value computed on the
 FR0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0786.degrees latitude (g = 980.6199 gals.).
 FR0786
 FR0786.The modeled gravity was interpolated from observed gravity values.
 FR0786
 FR0786;                    North         East     Units Scale Factor Converg.
 FR0786;SPC AZ C     -   472,233.721   198,238.864   MT  0.99990282   -0 05 45.4
 FR0786;SPC AZ C     - 1,549,323.23    650,389.97   iFT  0.99990282   -0 05 45.4
 FR0786;UTM  12      - 3,902,218.676   401,497.731   MT  0.99971957   -0 37 30.5
 FR0786
 FR0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FR0786!SPC AZ C     -   0.99967152  x   0.99990282  =   0.99957437
 FR0786!UTM  12      -   0.99967152  x   0.99971957  =   0.99939118
 FR0786
 FR0786                          SUPERSEDED SURVEY CONTROL
 FR0786
 FR0786  NAVD 88 (04/30/08) 2116.99   (m)         6945.5    (f) LEVELING    3  
 FR0786
 FR0786.Superseded values are not recommended for survey control.
 FR0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0786.See file dsdata.txt to determine how the superseded data were derived.
 FR0786
 FR0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE0149802219(NAD 83)
 FR0786_MARKER: DB = BENCH MARK DISK
 FR0786_SETTING: 66 = SET IN ROCK OUTCROP
 FR0786_SP_SET: ROCK OUTCROP
 FR0786_STAMPING: Y 489 1982
 FR0786_MARK LOGO: NGS   
 FR0786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FR0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0786+STABILITY: POSITION/ELEVATION WELL
 FR0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FR0786+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 FR0786
 FR0786  HISTORY     - Date     Condition        Report By
 FR0786  HISTORY     - 1982     MONUMENTED       NGS
 FR0786  HISTORY     - 20080415 GOOD             STANTI
 FR0786
 FR0786                          STATION DESCRIPTION
 FR0786
 FR0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0786'10.6 KM (6.6 MI) EAST FROM WILLIAMS.
 FR0786'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0786'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 6.6 KM (4.1 MI) EAST
 FR0786'ALONG INTERSTATE HIGHWAY 40, AT THE EAST END OF A HIGHWAY CUT AND NEAR
 FR0786'THE WEST EDGE OF DAVENPORT LAKE, IN TOP OF A VOLCANIC OUTCROP
 FR0786'PROJECTING 8-INCHES FROM THE CUT, 0.5 KM (0.3 MI) WEST OF MILEPOST
 FR0786'170, 14.6 METERS (48 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FR0786'TRAFFIC LANES, ABOUT 15 FEET BELOW THE TOP OF THE CUT.
 FR0786'THE MARK IS 0.1 METERS  SE FROM A WITNESS POST.
 FR0786'THE MARK IS 1 M ABOVE THE HIGHWAY.
 FR0786
 FR0786                          STATION RECOVERY (2008)
 FR0786
 FR0786'RECOVERY NOTE BY STANTEC CONSULTING INC. 2008 (KRJ)
 FR0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0062 ***********************************************************************
 GP0062  DESIGNATION -  Y 49
 GP0062  PID         -  GP0062
 GP0062  STATE/COUNTY-  AZ/COCONINO
 GP0062  USGS QUAD   -  TONALEA (1982)
 GP0062
 GP0062                         *CURRENT SURVEY CONTROL
 GP0062  ___________________________________________________________________
 GP0062* NAD 83(1986)-  36 17 14.     (N)    110 56 53.     (W)     SCALED    
 GP0062* NAVD 88     -      1656.088  (meters)    5433.35   (feet)  ADJUSTED  
 GP0062  ___________________________________________________________________
 GP0062  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 GP0062  DYNAMIC HT  -        1654.019 (meters)    5426.56  (feet)  COMP
 GP0062  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 GP0062
 GP0062  VERT ORDER  -  FIRST     CLASS II
 GP0062
 GP0062.The horizontal coordinates were scaled from a topographic map and have
 GP0062.an estimated accuracy of +/- 6 seconds.
 GP0062
 GP0062.The orthometric height was determined by differential leveling
 GP0062.and adjusted in June 1991.
 GP0062
 GP0062.The geoid height was determined by GEOID03.
 GP0062
 GP0062.The dynamic height is computed by dividing the NAVD 88
 GP0062.geopotential number by the normal gravity value computed on the
 GP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0062.degrees latitude (g = 980.6199 gals.).
 GP0062
 GP0062.The modeled gravity was interpolated from observed gravity values.
 GP0062
 GP0062;                    North         East    Units  Estimated Accuracy
 GP0062;SPC AZ C     -   586,820.      300,370.      MT  (+/- 180 meters Scaled)
 GP0062
 GP0062                          SUPERSEDED SURVEY CONTROL
 GP0062
 GP0062  NGVD 29 (??/??/92) 1655.140  (m)         5430.24   (f) ADJ UNCH    1 2
 GP0062
 GP0062.Superseded values are not recommended for survey control.
 GP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0062.See file dsdata.txt to determine how the superseded data were derived.
 GP0062
 GP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF046158(NAD 83)
 GP0062_MARKER: DB = BENCH MARK DISK
 GP0062_SETTING: 66 = SET IN ROCK OUTCROP
 GP0062_SP_SET: SANDSTONE OUTCROP
 GP0062_STAMPING: Y 49 1934
 GP0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0062+STABILITY: POSITION/ELEVATION WELL
 GP0062
 GP0062  HISTORY     - Date     Condition        Report By
 GP0062  HISTORY     - 1934     MONUMENTED       CGS
 GP0062  HISTORY     - 1965     GOOD             NGS
 GP0062
 GP0062                          STATION DESCRIPTION
 GP0062
 GP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0062'2.2 MI S FROM TONALEA.
 GP0062'2.2 MILES SOUTH ALONG THE LOWER TONALEA-TUBA CITY ROAD FROM TONALEA,
 GP0062'COCONINO COUNTY, 100 YARDS NORTHEAST OF A ROCKWALLED AMPHITHEATRE-LIKE
 GP0062'FORMATION, 67 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, IN THE TOP
 GP0062'OF A SLOPING RED SANDSTONE OUTCROP, 25 FEET NORTHWEST OF THE EDGE OF
 GP0062'THE OUTCROP, AND ABOUT 2 FEET ABOVE THE GROUND. A STANDARD DISK,
 GP0062'STAMPED Y 49 1934.
 GP0062
 GP0062                          STATION RECOVERY (1965)
 GP0062
 GP0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GP0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2344 ***********************************************************************
 CZ2344  DESIGNATION -  Y 49
 CZ2344  PID         -  CZ2344
 CZ2344  STATE/COUNTY-  AZ/PINAL
 CZ2344  USGS QUAD   -  CHUICHU (1992)
 CZ2344
 CZ2344                         *CURRENT SURVEY CONTROL
 CZ2344  ___________________________________________________________________
 CZ2344* NAD 83(1992)-  32 48 22.99380(N)    111 50 36.71430(W)     ADJUSTED  
 CZ2344* NAVD 88     -       424.04   (+/-2cm)    1391.2    (feet)  VERTCON   
 CZ2344  ___________________________________________________________________
 CZ2344  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 CZ2344  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2344  HORZ ORDER  -  FIRST
 CZ2344  VERT ORDER  -  THIRD ? (See Below)
 CZ2344
 CZ2344.The horizontal coordinates were established by classical geodetic methods
 CZ2344.and adjusted by the National Geodetic Survey in August 1993.
 CZ2344
 CZ2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2344.The vertical order pertains to the NGVD 29 superseded value.
 CZ2344
 CZ2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2344
 CZ2344.The geoid height was determined by GEOID03.
 CZ2344
 CZ2344;                    North         East     Units Scale Factor Converg.
 CZ2344;SPC AZ C     -   200,283.865   220,208.898   MT  0.99990058   +0 02 22.6
 CZ2344;SPC AZ C     -   657,099.29    722,470.14   iFT  0.99990058   +0 02 22.6
 CZ2344;UTM  12      - 3,630,138.319   421,027.935   MT  0.99967690   -0 27 25.4
 CZ2344
 CZ2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2344!SPC AZ C     -   0.99993819  x   0.99990058  =   0.99983878
 CZ2344!UTM  12      -   0.99993819  x   0.99967690  =   0.99961511
 CZ2344
 CZ2344:                Primary Azimuth Mark                     Grid Az
 CZ2344:SPC AZ C     -  CASA GRANDE 2                            082 55 54.9
 CZ2344:UTM  12      -  CASA GRANDE 2                            083 25 42.9
 CZ2344
 CZ2344|---------------------------------------------------------------------|
 CZ2344| PID    Reference Object                     Distance      Geod. Az  |
 CZ2344|                                                           dddmmss.s |
 CZ2344| CZ2047 CASA GRANDE 2                       APPROX.12.3 KM 0825817.5 |
 CZ2344| CH6240 Y 49 RM E                             8.836 METERS 08933     |
 CZ2344| CH6241 Y 49 RM S                             8.832 METERS 17928     |
 CZ2344|---------------------------------------------------------------------|
 CZ2344
 CZ2344                          SUPERSEDED SURVEY CONTROL
 CZ2344
 CZ2344  NAD 83(1986)-  32 48 22.98736(N)    111 50 36.71499(W) AD(       ) 1
 CZ2344  NAD 27      -  32 48 22.78837(N)    111 50 34.24439(W) AD(       ) 1
 CZ2344  NGVD 29 (07/19/86)  423.43   (m)         1389.2    (f) LEVELING    3  
 CZ2344
 CZ2344.Superseded values are not recommended for survey control.
 CZ2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2344.See file dsdata.txt to determine how the superseded data were derived.
 CZ2344
 CZ2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2102830138(NAD 83)
 CZ2344_MARKER: DD = SURVEY DISK
 CZ2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2344+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2344
 CZ2344  HISTORY     - Date     Condition        Report By
 CZ2344  HISTORY     - 1966     MONUMENTED       DMA
 CZ2344  HISTORY     - 20050329 GOOD             EVANS
 CZ2344  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2344
 CZ2344                          STATION DESCRIPTION
 CZ2344
 CZ2344'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2344'T-7-S.  R-5-E.  IN SECTION 20 NEAR THE NORTHEAST CORNER.
 CZ2344'
 CZ2344'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2344'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2344'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2344'STAMPED--Y 49 1966 ARMY MAP SERVICE.
 CZ2344'
 CZ2344'THE STATION MARK IS LOCATED 81 FEET WEST OF NORTH-SOUTH
 CZ2344'FENCE.  91 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH FIELD
 CZ2344'ROAD.  126 FEET SOUTH OF THE PROLONGATION OF THE FENCE
 CZ2344'EAST.  112.6 FEET SOUTHWEST OF THE SECTION CORNER.
 CZ2344
 CZ2344                          STATION RECOVERY (2005)
 CZ2344
 CZ2344'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 CZ2344'RECOVERED AS DESCRIBED
 CZ2344
 CZ2344                          STATION RECOVERY (2007)
 CZ2344
 CZ2344'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0395 ***********************************************************************
 FQ0395  DESIGNATION -  Y 490
 FQ0395  PID         -  FQ0395
 FQ0395  STATE/COUNTY-  AZ/COCONINO
 FQ0395  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0395
 FQ0395                         *CURRENT SURVEY CONTROL
 FQ0395  ___________________________________________________________________
 FQ0395* NAD 83(1986)-  35 07 21.     (N)    111 42 01.     (W)     SCALED    
 FQ0395* NAVD 88     -      2093.118  (meters)    6867.17   (feet)  ADJUSTED  
 FQ0395  ___________________________________________________________________
 FQ0395  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FQ0395  DYNAMIC HT  -        2090.158 (meters)    6857.46  (feet)  COMP
 FQ0395  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 FQ0395
 FQ0395  VERT ORDER  -  FIRST     CLASS II
 FQ0395
 FQ0395.The horizontal coordinates were scaled from a topographic map and have
 FQ0395.an estimated accuracy of +/- 6 seconds.
 FQ0395
 FQ0395.The orthometric height was determined by differential leveling
 FQ0395.and adjusted in June 1991.
 FQ0395
 FQ0395.The geoid height was determined by GEOID03.
 FQ0395
 FQ0395.The dynamic height is computed by dividing the NAVD 88
 FQ0395.geopotential number by the normal gravity value computed on the
 FQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0395.degrees latitude (g = 980.6199 gals.).
 FQ0395
 FQ0395.The modeled gravity was interpolated from observed gravity values.
 FQ0395
 FQ0395;                    North         East    Units  Estimated Accuracy
 FQ0395;SPC AZ C     -   457,190.      233,080.      MT  (+/- 180 meters Scaled)
 FQ0395
 FQ0395                          SUPERSEDED SURVEY CONTROL
 FQ0395
 FQ0395.No superseded survey control is available for this station.
 FQ0395
 FQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD361868(NAD 83)
 FQ0395_MARKER: DB = BENCH MARK DISK
 FQ0395_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0395_SP_SET: ROCK OUTCROP
 FQ0395_STAMPING: Y 490 1982
 FQ0395_MARK LOGO: NGS   
 FQ0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0395+STABILITY: POSITION/ELEVATION WELL
 FQ0395
 FQ0395  HISTORY     - Date     Condition        Report By
 FQ0395  HISTORY     - 1982     MONUMENTED       NGS
 FQ0395
 FQ0395                          STATION DESCRIPTION
 FQ0395
 FQ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0395'6.6 KM (4.2 MI) SW FROM FLAGSTAFF.
 FQ0395'6.6 KM (4.2 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0395'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE
 FQ0395'NORTHEAST END OF A MASSIVE OUTCROP CUT, 6.0 METERS (20.0 FT) NORTHWEST
 FQ0395'OF THE HIGHWAY CENTERLINE, 15.7 METERS (45.0 FT) SOUTHEAST OF THE
 FQ0395'RIGHT OF WAY FENCE, 6.0 METERS 20.0 FT) SOUTHWEST OF THE NORTHEAST END
 FQ0395'OF THE CUT.
 FQ0395'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FQ0395'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0641 ***********************************************************************
 ES0641  DESIGNATION -  Y 491
 ES0641  PID         -  ES0641
 ES0641  STATE/COUNTY-  AZ/COCONINO
 ES0641  USGS QUAD   -  MUNDS PARK (1974)
 ES0641
 ES0641                         *CURRENT SURVEY CONTROL
 ES0641  ___________________________________________________________________
 ES0641* NAD 83(1986)-  34 59 29.     (N)    111 44 08.     (W)     SCALED    
 ES0641* NAVD 88     -      1645.467  (meters)    5398.50   (feet)  ADJUSTED  
 ES0641  ___________________________________________________________________
 ES0641  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 ES0641  DYNAMIC HT  -        1643.243 (meters)    5391.21  (feet)  COMP
 ES0641  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 ES0641
 ES0641  VERT ORDER  -  FIRST     CLASS II
 ES0641
 ES0641.The horizontal coordinates were scaled from a topographic map and have
 ES0641.an estimated accuracy of +/- 6 seconds.
 ES0641
 ES0641.The orthometric height was determined by differential leveling
 ES0641.and adjusted in June 1991.
 ES0641
 ES0641.The geoid height was determined by GEOID03.
 ES0641
 ES0641.The dynamic height is computed by dividing the NAVD 88
 ES0641.geopotential number by the normal gravity value computed on the
 ES0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0641.degrees latitude (g = 980.6199 gals.).
 ES0641
 ES0641.The modeled gravity was interpolated from observed gravity values.
 ES0641
 ES0641;                    North         East    Units  Estimated Accuracy
 ES0641;SPC AZ C     -   442,630.      229,890.      MT  (+/- 180 meters Scaled)
 ES0641
 ES0641                          SUPERSEDED SURVEY CONTROL
 ES0641
 ES0641.No superseded survey control is available for this station.
 ES0641
 ES0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD328723(NAD 83)
 ES0641_MARKER: DB = BENCH MARK DISK
 ES0641_SETTING: 66 = SET IN ROCK OUTCROP
 ES0641_SP_SET: ROCK OUTCROP
 ES0641_STAMPING: Y 491 1982
 ES0641_MARK LOGO: NGS   
 ES0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0641+STABILITY: POSITION/ELEVATION WELL
 ES0641
 ES0641  HISTORY     - Date     Condition        Report By
 ES0641  HISTORY     - 1982     MONUMENTED       NGS
 ES0641
 ES0641                          STATION DESCRIPTION
 ES0641
 ES0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0641'17.7 KM (11.0 MI) NORTH FROM SEDONA.
 ES0641'17.7 KM (11.0 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0641'OFFICE IN SEDONA, IN TOP OF THE BASE OF A MASSIVE SANDSTONE OUTCROP AT
 ES0641'THE NORTH END OF A PAVED PULL OUT AREA, 7.3 METERS (24.0 FT) EAST OF
 ES0641'THE HIGHWAY CENTERLINE, 50.2 METERS (165.0 FT) SOUTH OF A 24 INCH
 ES0641'CORRUGATED METAL PIPE CULVERT.
 ES0641'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 ES0641'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0652 ***********************************************************************
 ES0652  HT_MOD      -  This is a Height Modernization Survey Station.
 ES0652  DESIGNATION -  Y 492
 ES0652  PID         -  ES0652
 ES0652  STATE/COUNTY-  AZ/YAVAPAI
 ES0652  USGS QUAD   -  SEDONA (1969)
 ES0652
 ES0652                         *CURRENT SURVEY CONTROL
 ES0652  ___________________________________________________________________
 ES0652* NAD 83(2007)-  34 51 45.45660(N)    111 46 53.08486(W)     ADJUSTED  
 ES0652* NAVD 88     -      1353.20   (meters)    4439.6    (feet)  GPS OBS   
 ES0652  ___________________________________________________________________
 ES0652  EPOCH DATE  -        2007.00
 ES0652  X           -  -1,944,479.361 (meters)                     COMP
 ES0652  Y           -  -4,866,122.914 (meters)                     COMP
 ES0652  Z           -   3,626,132.046 (meters)                     COMP
 ES0652  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 ES0652  ELLIP HEIGHT-        1328.790 (meters)          (02/10/07) ADJUSTED
 ES0652  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ES0652
 ES0652  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ES0652  Type    PID    Designation                      North   East  Ellip
 ES0652  -------------------------------------------------------------------
 ES0652  NETWORK ES0652 Y 492                             0.63   0.49   1.78
 ES0652  -------------------------------------------------------------------
 ES0652
 ES0652.The horizontal coordinates were established by GPS observations
 ES0652.and adjusted by the National Geodetic Survey in February 2007.
 ES0652
 ES0652.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ES0652.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ES0652.The horizontal coordinates are valid at the epoch date displayed above.
 ES0652.The epoch date for horizontal control is a decimal equivalence
 ES0652.of Year/Month/Day.
 ES0652
 ES0652.The orthometric height was determined by GPS observations and a
 ES0652.high-resolution geoid model.
 ES0652.The orthometric height was determined by GPS observations and a
 ES0652.high-resolution geoid model using precise GPS observation and
 ES0652.processing techniques. It supersedes the leveled height previously
 ES0652.determined for this station.
 ES0652
 ES0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ES0652
 ES0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0652
 ES0652.The ellipsoidal height was determined by GPS observations
 ES0652.and is referenced to NAD 83.
 ES0652
 ES0652.The geoid height was determined by GEOID03.
 ES0652
 ES0652;                    North         East     Units Scale Factor Converg.
 ES0652;SPC AZ C     -   428,343.998   225,726.476   MT  0.99990188   +0 04 38.3
 ES0652;SPC AZ C     - 1,405,328.08    740,572.43   iFT  0.99990188   +0 04 38.3
 ES0652;UTM  12      - 3,858,087.491   428,575.082   MT  0.99966287   -0 26 48.1
 ES0652
 ES0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0652!SPC AZ C     -   0.99979146  x   0.99990188  =   0.99969336
 ES0652!UTM  12      -   0.99979146  x   0.99966287  =   0.99945440
 ES0652
 ES0652                          SUPERSEDED SURVEY CONTROL
 ES0652
 ES0652  NAD 83(1992)-  34 51 45.45606(N)    111 46 53.08453(W) AD(       ) A
 ES0652  ELLIP H (05/31/05) 1328.789  (m)                       GP(       ) 4 2
 ES0652  NAVD 88 (06/15/91) 1353.150  (m)         4439.46   (f) ADJUSTED    1 2
 ES0652
 ES0652.Superseded values are not recommended for survey control.
 ES0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0652.See file dsdata.txt to determine how the superseded data were derived.
 ES0652
 ES0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD2857558087(NAD 83)
 ES0652_MARKER: DB = BENCH MARK DISK
 ES0652_SETTING: 66 = SET IN ROCK OUTCROP
 ES0652_SP_SET: ROCK OUTCROP
 ES0652_STAMPING: Y 492 1982
 ES0652_MARK LOGO: NGS   
 ES0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ES0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0652+STABILITY: POSITION/ELEVATION WELL
 ES0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0652+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 ES0652
 ES0652  HISTORY     - Date     Condition        Report By
 ES0652  HISTORY     - 1982     MONUMENTED       NGS
 ES0652  HISTORY     - 19950713 GOOD             USPSQD
 ES0652  HISTORY     - 20031215 GOOD             SHEPH
 ES0652
 ES0652                          STATION DESCRIPTION
 ES0652
 ES0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0652'1.8 KM (1.1 MI) WEST FROM SEDONA.
 ES0652'1.8 KM (1.1 MI) WEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0652'OFFICE IN SEDONA, IN TOP OF A 6 BY 8 FOOT PORTION OF SANDSTONE OUTCROP
 ES0652'PROJECTING 0.6 OF AN INCH FROM A CUT AND AT THE CREST OF A GRADE, AT
 ES0652'MILEPOST 373, 0.3 KM (0.2 MI) WEST OF THE YAVAPAI COUNTY LINE, 13.4
 ES0652'METERS (44 FT) NORTH OF THE HIGHWAY CENTERLINE, 34.7 METERS (114 FT)
 ES0652'EAST OF MILEPOST 373, 23.4 METERS (77 FT) SOUTHEAST OF A POWER POLE
 ES0652'WITH GUY WIRES, 5.4 METERS (18 FT) NORTH OF THE NORTH CURB.
 ES0652'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0652'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 ES0652
 ES0652                          STATION RECOVERY (1995)
 ES0652
 ES0652'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0652'RECOVERED IN GOOD CONDITION.
 ES0652
 ES0652                          STATION RECOVERY (2003)
 ES0652
 ES0652'RECOVERY NOTE BY SHEPHARD-WESNITZER INC 2003
 ES0652'RECOVERY NOTE BY SHEPHARD-WESNITZER, OCT 2004 (MLD) RECOVERED IN GOOD
 ES0652'CONDITION. A NEW DESCRIPTION FOLLOWS. TO REACH FROM THE INTERSECTION
 ES0652'OF STATE HIGHWAYS 179 AND 89A IN SEDONA, AZ, PROCEED WEST 1.8 KM (1.1
 ES0652'MI) ON HIGHWAY 89A TO THE STATION ON THE RIGHT.
 ES0652' 
 ES0652'THE STATION IS 75 M (25O FT) WEST OF THE INTERSECTION OF STATE HIGHWAY
 ES0652'89A AND AIRPORT ROAD, 5.5. M (18 FT) NORTH OF THE CURB, AND 0.3 M (1.9
 ES0652'FT) FROM A CARSONITE WITNESS POST.  THE STATION IS SET IN A SANDSTONE
 ES0652'OUTCROP ABOUT 2 M (7 FT) ABOVE THE HIGHWAY.  THE STATION IS A 9 CM
 ES0652'(3.5 IN) BRASS DISK FLUSH WITH THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0680 ***********************************************************************
 ES0680  DESIGNATION -  Y 493
 ES0680  PID         -  ES0680
 ES0680  STATE/COUNTY-  AZ/YAVAPAI
 ES0680  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0680
 ES0680                         *CURRENT SURVEY CONTROL
 ES0680  ___________________________________________________________________
 ES0680* NAD 83(1986)-  34 35 28.     (N)    111 53 20.     (W)     SCALED    
 ES0680* NAVD 88     -       960.534  (meters)    3151.35   (feet)  ADJUSTED  
 ES0680  ___________________________________________________________________
 ES0680  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0680  DYNAMIC HT  -         959.321 (meters)    3147.37  (feet)  COMP
 ES0680  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 ES0680
 ES0680  VERT ORDER  -  FIRST     CLASS II
 ES0680
 ES0680.The horizontal coordinates were scaled from a topographic map and have
 ES0680.an estimated accuracy of +/- 6 seconds.
 ES0680
 ES0680.The orthometric height was determined by differential leveling
 ES0680.and adjusted in June 1991.
 ES0680
 ES0680.The geoid height was determined by GEOID03.
 ES0680
 ES0680.The dynamic height is computed by dividing the NAVD 88
 ES0680.geopotential number by the normal gravity value computed on the
 ES0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0680.degrees latitude (g = 980.6199 gals.).
 ES0680
 ES0680.The modeled gravity was interpolated from observed gravity values.
 ES0680
 ES0680;                    North         East    Units  Estimated Accuracy
 ES0680;SPC AZ C     -   398,220.      215,910.      MT  (+/- 180 meters Scaled)
 ES0680
 ES0680                          SUPERSEDED SURVEY CONTROL
 ES0680
 ES0680.No superseded survey control is available for this station.
 ES0680
 ES0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD184280(NAD 83)
 ES0680_MARKER: I = METAL ROD
 ES0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0680_SP_SET: STAINLESS STEEL ROD
 ES0680_STAMPING: Y 493 1982
 ES0680_MARK LOGO: NGS   
 ES0680_PROJECTION: FLUSH
 ES0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0680_ROD/PIPE-DEPTH: 4.9  meters
 ES0680
 ES0680  HISTORY     - Date     Condition        Report By
 ES0680  HISTORY     - 1982     MONUMENTED       NGS
 ES0680  HISTORY     - 19980228 GOOD             USPSQD
 ES0680
 ES0680                          STATION DESCRIPTION
 ES0680
 ES0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0680'5.1 KM (3.2 MI) NW FROM CAMP VERDE.
 ES0680'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0680'IN CAMP VERDE, THENCE 1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0680'279, BETWEEN TWO CHAIN LINK GATES AT A T JUNCTION OF TWO FENCE LINES
 ES0680'IN THE EAST CORNER OF A JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO A
 ES0680'HOUSE, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 288, 30.5 METERS (100
 ES0680'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 16.5 METERS (54 FT) SOUTHEAST
 ES0680'OF A DIRT ROAD CENTER, 1.8 METERS (6 FT) SOUTHEAST OF THE JUNCTION OF
 ES0680'THE TWO FENCE LINES, 0.3 METER (1 FT) SOUTHWEST OF A FENCE.
 ES0680'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 ES0680'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 ES0680
 ES0680                          STATION RECOVERY (1998)
 ES0680
 ES0680'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0728 ***********************************************************************
 ES0728  DESIGNATION -  Y 494
 ES0728  PID         -  ES0728
 ES0728  STATE/COUNTY-  AZ/GILA
 ES0728  USGS QUAD   -  PINE (1973)
 ES0728
 ES0728                         *CURRENT SURVEY CONTROL
 ES0728  ___________________________________________________________________
 ES0728* NAD 83(1986)-  34 23 26.     (N)    111 27 18.     (W)     SCALED    
 ES0728* NAVD 88     -      1657.420  (meters)    5437.72   (feet)  ADJUSTED  
 ES0728  ___________________________________________________________________
 ES0728  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 ES0728  DYNAMIC HT  -        1655.124 (meters)    5430.19  (feet)  COMP
 ES0728  MODELED GRAV-     979,191.0   (mgal)                       NAVD 88
 ES0728  OBS GRAVITY -     979,191.0   (mgal)                       GRAV_OBS
 ES0728
 ES0728  VERT ORDER  -  FIRST     CLASS II
 ES0728
 ES0728.The horizontal coordinates were scaled from a topographic map and have
 ES0728.an estimated accuracy of +/- 6 seconds.
 ES0728
 ES0728.The orthometric height was determined by differential leveling
 ES0728.and adjusted in June 1991.
 ES0728
 ES0728.The geoid height was determined by GEOID03.
 ES0728
 ES0728.The dynamic height is computed by dividing the NAVD 88
 ES0728.geopotential number by the normal gravity value computed on the
 ES0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0728.degrees latitude (g = 980.6199 gals.).
 ES0728
 ES0728.The modeled gravity was interpolated from observed gravity values.
 ES0728.The observed gravity was obtained from relative gravimeter ties
 ES0728.to the IGSN71 gravity network.
 ES0728
 ES0728;                    North         East    Units  Estimated Accuracy
 ES0728;SPC AZ E     -   376,730.       94,890.      MT  (+/- 180 meters Scaled)
 ES0728
 ES0728                          SUPERSEDED SURVEY CONTROL
 ES0728
 ES0728.No superseded survey control is available for this station.
 ES0728
 ES0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD581055(NAD 83)
 ES0728_MARKER: DB = BENCH MARK DISK
 ES0728_SETTING: 66 = SET IN ROCK OUTCROP
 ES0728_SP_SET: ROCK OUTCROP
 ES0728_STAMPING: Y 494 1982
 ES0728_MARK LOGO: NGS   
 ES0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0728+STABILITY: POSITION/ELEVATION WELL
 ES0728
 ES0728  HISTORY     - Date     Condition        Report By
 ES0728  HISTORY     - 1982     MONUMENTED       NGS
 ES0728  HISTORY     - 19980819 GOOD             USPSQD
 ES0728  HISTORY     - 20080808 GOOD             GEOCAC
 ES0728
 ES0728                          STATION DESCRIPTION
 ES0728
 ES0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0728'0.5 KM (0.3 MI) NORTH FROM PINE.
 ES0728'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 87 FROM THE POST OFFICE IN
 ES0728'PINE, IN TOP OF A SMALL LEDGE OF RED SANDSTONE OUTCROP AT THE BASE OF
 ES0728'A LOW CUT, OPPOSITE A LONE 36 INCH PONDEROSA PINE TREE AND ON THE
 ES0728'OUTSIDE OF A CURVE, 0.2 KM (0.1 MI) SOUTHEAST OF A PAVED ROAD LEADING
 ES0728'NORTH TO PINE CREEK, 5.8 METERS (19 FT) NORTHEAST OF THE HIGHWAY
 ES0728'CENTERLINE, 24.6 METERS (81 FT) NORTHWEST OF MILEPOST 268, 22.0 METERS
 ES0728'(72 FT) EAST ACROSS THE HIGHWAY FROM THE PINE TREE, 4.0 METERS (13 FT)
 ES0728'SOUTHWEST OF A FENCE LINE, 32.0 METERS (105 FT) SOUTHEAST OF POWER
 ES0728'POLE 11 AR.
 ES0728'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 ES0728'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ES0728
 ES0728                          STATION RECOVERY (1998)
 ES0728
 ES0728'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0728'RECOVERED IN GOOD CONDITION.
 ES0728
 ES0728                          STATION RECOVERY (2008)
 ES0728
 ES0728'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0728'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0728'THE DESCRIPTION - THE STATION IS LOCATED DIRECTLY ACROSS STATE HIGHWAY
 ES0728'87 FROM UNCLE TOMS QUICK STOP. HANDHELD COORDINATES
 ES0728'34 23 26.8 (N)   111 27 18.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0704 ***********************************************************************
 ES0704  DESIGNATION -  Y 495
 ES0704  PID         -  ES0704
 ES0704  STATE/COUNTY-  AZ/YAVAPAI
 ES0704  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0704
 ES0704                         *CURRENT SURVEY CONTROL
 ES0704  ___________________________________________________________________
 ES0704* NAD 83(1986)-  34 24 20.     (N)    111 39 37.     (W)     SCALED    
 ES0704* NAVD 88     -      1194.312  (meters)    3918.34   (feet)  ADJUSTED  
 ES0704  ___________________________________________________________________
 ES0704  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 ES0704  DYNAMIC HT  -        1192.735 (meters)    3913.16  (feet)  COMP
 ES0704  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 ES0704
 ES0704  VERT ORDER  -  FIRST     CLASS II
 ES0704
 ES0704.The horizontal coordinates were scaled from a topographic map and have
 ES0704.an estimated accuracy of +/- 6 seconds.
 ES0704
 ES0704.The orthometric height was determined by differential leveling
 ES0704.and adjusted in June 1991.
 ES0704
 ES0704.The geoid height was determined by GEOID03.
 ES0704
 ES0704.The dynamic height is computed by dividing the NAVD 88
 ES0704.geopotential number by the normal gravity value computed on the
 ES0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0704.degrees latitude (g = 980.6199 gals.).
 ES0704
 ES0704.The modeled gravity was interpolated from observed gravity values.
 ES0704
 ES0704;                    North         East    Units  Estimated Accuracy
 ES0704;SPC AZ C     -   377,670.      236,930.      MT  (+/- 180 meters Scaled)
 ES0704
 ES0704                          SUPERSEDED SURVEY CONTROL
 ES0704
 ES0704.No superseded survey control is available for this station.
 ES0704
 ES0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD393073(NAD 83)
 ES0704_MARKER: DB = BENCH MARK DISK
 ES0704_SETTING: 66 = SET IN ROCK OUTCROP
 ES0704_SP_SET: ROCK OUTCROP
 ES0704_STAMPING: Y 495 1982
 ES0704_MARK LOGO: NGS   
 ES0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0704+STABILITY: POSITION/ELEVATION WELL
 ES0704
 ES0704  HISTORY     - Date     Condition        Report By
 ES0704  HISTORY     - 1982     MONUMENTED       NGS
 ES0704
 ES0704                          STATION DESCRIPTION
 ES0704
 ES0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0704'33.0 KM (20.5 MI) SE FROM CAMP VERDE.
 ES0704'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0704'OFFICE IN CAMP VERDE, THENCE 20.3 KM (12.6 MI) SOUTHEAST ALONG FOSSIL
 ES0704'CREEK ROAD, IN THE INSIDE OF A CURVE AT THE BASE OF A VERY LARGE
 ES0704'JUNIPER TREE IN THE WASH, IN TOP OF AN EXPOSED OUTCROP IN A SMALL
 ES0704'RAVINE, 8.5 METERS (28 FT) NORTHEAST OF THE ROAD CENTERLINE, 1.8
 ES0704'METERS (6 FT) SOUTHWEST OF A 12 INCH JUNIPER TREE.
 ES0704'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 ES0704'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0751 ***********************************************************************
 ES0751  DESIGNATION -  Y 496
 ES0751  PID         -  ES0751
 ES0751  STATE/COUNTY-  AZ/GILA
 ES0751  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0751
 ES0751                         *CURRENT SURVEY CONTROL
 ES0751  ___________________________________________________________________
 ES0751* NAD 83(1986)-  34 08 26.     (N)    111 21 05.     (W)     SCALED    
 ES0751* NAVD 88     -      1121.564  (meters)    3679.66   (feet)  ADJUSTED  
 ES0751  ___________________________________________________________________
 ES0751  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 ES0751  DYNAMIC HT  -        1120.105 (meters)    3674.88  (feet)  COMP
 ES0751  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 ES0751  OBS GRAVITY -     979,299.6   (mgal)                       GRAV_OBS
 ES0751
 ES0751  VERT ORDER  -  FIRST     CLASS II
 ES0751
 ES0751.The horizontal coordinates were scaled from a topographic map and have
 ES0751.an estimated accuracy of +/- 6 seconds.
 ES0751
 ES0751.The orthometric height was determined by differential leveling
 ES0751.and adjusted in June 1991.
 ES0751
 ES0751.The geoid height was determined by GEOID03.
 ES0751
 ES0751.The dynamic height is computed by dividing the NAVD 88
 ES0751.geopotential number by the normal gravity value computed on the
 ES0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0751.degrees latitude (g = 980.6199 gals.).
 ES0751
 ES0751.The modeled gravity was interpolated from observed gravity values.
 ES0751.The observed gravity was obtained from relative gravimeter ties
 ES0751.to the IGSN71 gravity network.
 ES0751
 ES0751;                    North         East    Units  Estimated Accuracy
 ES0751;SPC AZ E     -   348,880.      104,100.      MT  (+/- 180 meters Scaled)
 ES0751
 ES0751                          SUPERSEDED SURVEY CONTROL
 ES0751
 ES0751.No superseded survey control is available for this station.
 ES0751
 ES0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC676777(NAD 83)
 ES0751_MARKER: DB = BENCH MARK DISK
 ES0751_SETTING: 66 = SET IN ROCK OUTCROP
 ES0751_SP_SET: ROCK OUTCROP
 ES0751_STAMPING: Y 496 1982
 ES0751_MARK LOGO: NGS   
 ES0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0751+STABILITY: POSITION/ELEVATION WELL
 ES0751
 ES0751  HISTORY     - Date     Condition        Report By
 ES0751  HISTORY     - 1982     MONUMENTED       NGS
 ES0751
 ES0751                          STATION DESCRIPTION
 ES0751
 ES0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0751'13.5 KM (8.4 MI) SOUTH FROM PAYSON.
 ES0751'13.5 KM (8.4 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0751'PAYSON, IN TOP OF A LEDGE OF RED SANDSTONE OUTCROP AT THE CENTER OF
 ES0751'THE EAST FACE OF A CUT, 0.6 KM (0.4 MI) NORTH OF MILEPOST 243, 6.7
 ES0751'METERS (22 FT) WEST OF THE HIGHWAY CENTERLINE, 65.0 METERS (213 FT)
 ES0751'SOUTH OF THE NORTH END OF THE CUT, 45.5 METERS (149 FT) NORTH OF THE
 ES0751'WEST END OF A 24 INCH CORRUGATED METAL PIPE CULVERT.
 ES0751'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0751'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1621 ***********************************************************************
 DU1621  DESIGNATION -  Y 497
 DU1621  PID         -  DU1621
 DU1621  STATE/COUNTY-  AZ/GILA
 DU1621  USGS QUAD   -  TONTO BASIN (1964)
 DU1621
 DU1621                         *CURRENT SURVEY CONTROL
 DU1621  ___________________________________________________________________
 DU1621* NAD 83(1986)-  33 49 00.     (N)    111 17 17.     (W)     SCALED    
 DU1621* NAVD 88     -       688.816  (meters)    2259.89   (feet)  ADJUSTED  
 DU1621  ___________________________________________________________________
 DU1621  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DU1621  DYNAMIC HT  -         687.933 (meters)    2256.99  (feet)  COMP
 DU1621  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 DU1621  OBS GRAVITY -     979,332.9   (mgal)                       GRAV_OBS
 DU1621
 DU1621  VERT ORDER  -  FIRST     CLASS II
 DU1621
 DU1621.The horizontal coordinates were scaled from a topographic map and have
 DU1621.an estimated accuracy of +/- 6 seconds.
 DU1621
 DU1621.The orthometric height was determined by differential leveling
 DU1621.and adjusted in June 1991.
 DU1621
 DU1621.The geoid height was determined by GEOID03.
 DU1621
 DU1621.The dynamic height is computed by dividing the NAVD 88
 DU1621.geopotential number by the normal gravity value computed on the
 DU1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1621.degrees latitude (g = 980.6199 gals.).
 DU1621
 DU1621.The modeled gravity was interpolated from observed gravity values.
 DU1621.The observed gravity was obtained from relative gravimeter ties
 DU1621.to the IGSN71 gravity network.
 DU1621
 DU1621;                    North         East    Units  Estimated Accuracy
 DU1621;SPC AZ E     -   312,890.      109,550.      MT  (+/- 180 meters Scaled)
 DU1621
 DU1621                          SUPERSEDED SURVEY CONTROL
 DU1621
 DU1621.No superseded survey control is available for this station.
 DU1621
 DU1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC733418(NAD 83)
 DU1621_MARKER: I = METAL ROD
 DU1621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1621_SP_SET: STAINLESS STEEL ROD
 DU1621_STAMPING: Y 497 1983
 DU1621_MARK LOGO: NGS   
 DU1621_PROJECTION: FLUSH
 DU1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1621_ROD/PIPE-DEPTH: 2.4  meters
 DU1621
 DU1621  HISTORY     - Date     Condition        Report By
 DU1621  HISTORY     - 1983     MONUMENTED       NGS
 DU1621
 DU1621                          STATION DESCRIPTION
 DU1621
 DU1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1621'6.9 KM (4.3 MI) SOUTH FROM PUNKIN CENTER.
 DU1621'6.9 KM (4.3 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1621'PUNKIN CENTER, AT THE WEST CORNER OF A SMALL STOCK PEN, 0.2 KM (0.1
 DU1621'MI) SOUTH OF A PROMINENT CURVE, 0.7 KM (0.45 MI) NORTH OF SYCAMORE
 DU1621'CREEK, 23.5 METERS (77 FT) EAST OF THE HIGHWAY CENTERLINE, 64.0 METERS
 DU1621'(210 FT) NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 258, 1.2 METERS (4
 DU1621'FT) SOUTHEAST OF A FENCE CORNER POST, 0.3 METER (1 FT) SOUTHWEST OF A
 DU1621'FENCE.
 DU1621'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DU1621'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0353 ***********************************************************************
 GP0353  DESIGNATION -  Y 498
 GP0353  PID         -  GP0353
 GP0353  STATE/COUNTY-  AZ/COCONINO
 GP0353  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0353
 GP0353                         *CURRENT SURVEY CONTROL
 GP0353  ___________________________________________________________________
 GP0353* NAD 83(1986)-  36 10 11.     (N)    111 24 07.     (W)     SCALED    
 GP0353* NAVD 88     -      1456.562  (meters)    4778.74   (feet)  ADJUSTED  
 GP0353  ___________________________________________________________________
 GP0353  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0353  DYNAMIC HT  -        1454.777 (meters)    4772.88  (feet)  COMP
 GP0353  MODELED GRAV-     979,356.8   (mgal)                       NAVD 88
 GP0353
 GP0353  VERT ORDER  -  FIRST     CLASS II
 GP0353
 GP0353.The horizontal coordinates were scaled from a topographic map and have
 GP0353.an estimated accuracy of +/- 6 seconds.
 GP0353
 GP0353.The orthometric height was determined by differential leveling
 GP0353.and adjusted in June 1991.
 GP0353
 GP0353.The geoid height was determined by GEOID03.
 GP0353
 GP0353.The dynamic height is computed by dividing the NAVD 88
 GP0353.geopotential number by the normal gravity value computed on the
 GP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0353.degrees latitude (g = 980.6199 gals.).
 GP0353
 GP0353.The modeled gravity was interpolated from observed gravity values.
 GP0353
 GP0353;                    North         East    Units  Estimated Accuracy
 GP0353;SPC AZ C     -   573,470.      259,670.      MT  (+/- 180 meters Scaled)
 GP0353
 GP0353                          SUPERSEDED SURVEY CONTROL
 GP0353
 GP0353.No superseded survey control is available for this station.
 GP0353
 GP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF638028(NAD 83)
 GP0353_MARKER: DB = BENCH MARK DISK
 GP0353_SETTING: 66 = SET IN ROCK OUTCROP
 GP0353_SP_SET: ROCK OUTCROP
 GP0353_STAMPING: Y 498 1983
 GP0353_MARK LOGO: NGS   
 GP0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0353+STABILITY: POSITION/ELEVATION WELL
 GP0353
 GP0353  HISTORY     - Date     Condition        Report By
 GP0353  HISTORY     - 1983     MONUMENTED       NGS
 GP0353  HISTORY     - 1983     GOOD             NGS
 GP0353  HISTORY     - 1983     GOOD             NGS
 GP0353
 GP0353                          STATION DESCRIPTION
 GP0353
 GP0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0353'33.3 KM (20.7 MI) NORTH FROM CAMERON.
 GP0353'33.3 KM (20.7 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0353'CAMERON, 0.3 KM (0.2 MI) NORTHWEST ACROSS COUNTRY FROM THE T JUNCTION
 GP0353'OF STATE ROAD 23 LEADING SOUTHEAST TO TUBA CITY AND FROM MILEPOST 487,
 GP0353'IN TOP OF THE LOWER LEDGE OF A MASSIVE SNADSTONE OUTCROP AND AT THE
 GP0353'EXTREME WEST END OF A DIRT FLOOD CONTROL DIKE, 224.0 METERS (735 FT)
 GP0353'WEST OF THE SOUTHWEST CORNER OF A TRIPLE BOX CULVERT, 202.6 METERS
 GP0353'(665 FT) WEST OF THE RIGHT OF WAY FENCE, 26.8 METERS (88 FT) SOUTHEAST
 GP0353'OF A SINGLE SCRUB OAK TREE, 1.8 METERS (6 FT) EAST OF A VERTICAL DROP
 GP0353'IN THE OUTCROP ON THE WASH SIDE, 16.5 KM (10.25 MI) SOUTH OF THE GAP.
 GP0353'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0353'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 GP0353
 GP0353                          STATION RECOVERY (1983)
 GP0353
 GP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0353'RECOVERED IN GOOD CONDITION.
 GP0353
 GP0353                          STATION RECOVERY (1983)
 GP0353
 GP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0368 ***********************************************************************
 GP0368  DESIGNATION -  Y 499
 GP0368  PID         -  GP0368
 GP0368  STATE/COUNTY-  AZ/COCONINO
 GP0368  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0368
 GP0368                         *CURRENT SURVEY CONTROL
 GP0368  ___________________________________________________________________
 GP0368* NAD 83(1986)-  36 25 36.     (N)    111 32 51.     (W)     SCALED    
 GP0368* NAVD 88     -      1759.783  (meters)    5773.55   (feet)  ADJUSTED  
 GP0368  ___________________________________________________________________
 GP0368  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 GP0368  DYNAMIC HT  -        1757.571 (meters)    5766.30  (feet)  COMP
 GP0368  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 GP0368
 GP0368  VERT ORDER  -  FIRST     CLASS II
 GP0368
 GP0368.The horizontal coordinates were scaled from a topographic map and have
 GP0368.an estimated accuracy of +/- 6 seconds.
 GP0368
 GP0368.The orthometric height was determined by differential leveling
 GP0368.and adjusted in June 1991.
 GP0368
 GP0368.The geoid height was determined by GEOID03.
 GP0368
 GP0368.The dynamic height is computed by dividing the NAVD 88
 GP0368.geopotential number by the normal gravity value computed on the
 GP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0368.degrees latitude (g = 980.6199 gals.).
 GP0368
 GP0368.The modeled gravity was interpolated from observed gravity values.
 GP0368
 GP0368;                    North         East    Units  Estimated Accuracy
 GP0368;SPC AZ C     -   601,920.      246,460.      MT  (+/- 180 meters Scaled)
 GP0368
 GP0368                          SUPERSEDED SURVEY CONTROL
 GP0368
 GP0368.No superseded survey control is available for this station.
 GP0368
 GP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF509314(NAD 83)
 GP0368_MARKER: DB = BENCH MARK DISK
 GP0368_SETTING: 66 = SET IN ROCK OUTCROP
 GP0368_SP_SET: ROCK OUTCROP
 GP0368_STAMPING: Y 499 1983
 GP0368_MARK LOGO: NGS   
 GP0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0368+STABILITY: POSITION/ELEVATION WELL
 GP0368
 GP0368  HISTORY     - Date     Condition        Report By
 GP0368  HISTORY     - 1983     MONUMENTED       NGS
 GP0368
 GP0368                          STATION DESCRIPTION
 GP0368
 GP0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0368'16.0 KM (9.9 MI) NW FROM THE GAP.
 GP0368'16.0 KM (9.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0368'AT THE GAP, IN TOP OF THE SOUTHWEST EDGE OF A 3- BY 3-FOOT PORTION OF
 GP0368'GRAY SANDSTONE BEDROCK FLUSH WITH THE SURFACE OF THE GROUND, 4.3 KM
 GP0368'(2.7 MI) NORTHWEST OF THE CEDAR RIDGE TRADING POST, 108.5 METERS
 GP0368'(355.5 FT) SOUTHEAST OF MILEPOST 508, 15.1 METERS (49.5 FT) SOUTHWEST
 GP0368'OF THE HIGHWAY CENTERLINE, 96.9 METERS (318 FT) NORTHWEST OF THE
 GP0368'NORTHWEST END OF THE SOUTHWEST HEADWALL FOR A 4- BY 10-FOOT BOX
 GP0368'CULVERT, 31.7 METERS (104 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0368'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GP0368'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0355 ***********************************************************************
 FQ0355  DESIGNATION -  Y 5
 FQ0355  PID         -  FQ0355
 FQ0355  STATE/COUNTY-  AZ/COCONINO
 FQ0355  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0355
 FQ0355                         *CURRENT SURVEY CONTROL
 FQ0355  ___________________________________________________________________
 FQ0355* NAD 83(1986)-  35 37 58.     (N)    111 31 23.     (W)     SCALED    
 FQ0355* NAVD 88     -      1649.937  (meters)    5413.17   (feet)  ADJUSTED  
 FQ0355  ___________________________________________________________________
 FQ0355  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FQ0355  DYNAMIC HT  -        1647.775 (meters)    5406.08  (feet)  COMP
 FQ0355  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 FQ0355
 FQ0355  VERT ORDER  -  FIRST     CLASS II
 FQ0355
 FQ0355.The horizontal coordinates were scaled from a topographic map and have
 FQ0355.an estimated accuracy of +/- 6 seconds.
 FQ0355
 FQ0355.The orthometric height was determined by differential leveling
 FQ0355.and adjusted in June 1991.
 FQ0355
 FQ0355.The geoid height was determined by GEOID03.
 FQ0355
 FQ0355.The dynamic height is computed by dividing the NAVD 88
 FQ0355.geopotential number by the normal gravity value computed on the
 FQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0355.degrees latitude (g = 980.6199 gals.).
 FQ0355
 FQ0355.The modeled gravity was interpolated from observed gravity values.
 FQ0355
 FQ0355;                    North         East    Units  Estimated Accuracy
 FQ0355;SPC AZ C     -   513,840.      249,010.      MT  (+/- 180 meters Scaled)
 FQ0355
 FQ0355                          SUPERSEDED SURVEY CONTROL
 FQ0355
 FQ0355.No superseded survey control is available for this station.
 FQ0355
 FQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE526433(NAD 83)
 FQ0355_MARKER: DB = BENCH MARK DISK
 FQ0355_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0355_SP_SET: LAVA ROCK
 FQ0355_STAMPING: ELEV 5410.179 FT
 FQ0355_MARK LOGO: CGS   
 FQ0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0355+STABILITY: POSITION/ELEVATION WELL
 FQ0355
 FQ0355  HISTORY     - Date     Condition        Report By
 FQ0355  HISTORY     - UNK      MONUMENTED       CGS
 FQ0355  HISTORY     - 1934     GOOD             NGS
 FQ0355  HISTORY     - 1977     GOOD             NGS
 FQ0355  HISTORY     - 1983     GOOD             NGS
 FQ0355
 FQ0355                          STATION DESCRIPTION
 FQ0355
 FQ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FQ0355'19.5 MI S FROM CAMERON.
 FQ0355'19.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE NORTH END OF THE
 FQ0355'SUSPENSION BRIDGE AT CAMERON, COCONINO COUNTY, OPPOSITE A CURVE AT THE
 FQ0355'WEST EDGE OF A SMALL HILL, AT A BLACK ROCK LEDGE ON THE SOUTH SIDE OF
 FQ0355'A SHALLOW WASH, 21 YARDS SOUTHEAST OF THE CROSSING OF THE CENTERLINE
 FQ0355'OF THE ROAD, AND THE CENTERLINE OF THE WASH, 21 FEET NORTHEAST OF THE
 FQ0355'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A BLACK LAVA ROCK
 FQ0355'PROJECTING 8 INCHES ABOVE GROUND.  A STANDARD DISK STAMPED ELEV
 FQ0355'5410.179 FT.
 FQ0355
 FQ0355                          STATION RECOVERY (1977)
 FQ0355
 FQ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FQ0355'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. A NEW
 FQ0355'DESCRIPTION FOLLOWS-- FROM THE JUNCTION OF U.S. HWY. 66 AND 89, 3.60
 FQ0355'MILES EAST OF SANTA FE STATION IN FLAGSTAFF, TRAVEL NORTH ON HWY. 89
 FQ0355'FOR 31.15 MILES TO MILE POST 447.80 AND A GRAVEL ROAD TO THE LEFT,
 FQ0355'WEST, TURN LEFT ON GRAVEL ROAD FOR ABOUT 300 FEET TO OLD ABANDONED
 FQ0355'HWY., TURN RIGHT ON OLD HWY. AND GO 0.5 MILE TO A GATE, PASS THROUGH
 FQ0355'GATE AND CONTINUE ON OLD HWY. FOR 0.60 MILE AND THE STATION ON THE
 FQ0355'RIGHT AT THE WEST EDGE OF A SMALL HILL, AT A BLACK ROCK LEDGE ON THE
 FQ0355'SOUTH SIDE OF A SHALLOW WASH, 21 YARDS SOUTHEAST OF THE CROSSING OF
 FQ0355'THE CENTERLINE OF THE ROAD AND THE CENTERLINE OF THE WASH, 21 FEET
 FQ0355'NORTHEAST OF CENTERLINE OF HWY., IN THE TOP OF A BLACK LAVA ROCK
 FQ0355'PROJECTING 8 INCHES ABOVE GROUND, AND MARKED BY A WITNESS POST AND
 FQ0355'SIGN 3 FEET WEST OF STATION.
 FQ0355
 FQ0355                          STATION RECOVERY (1983)
 FQ0355
 FQ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0355'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0355'28.6 KM (17.8 MI) SOUTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 FQ0355'CAMERON, THENCE 0.3 KM (0.2 MI) WEST ACROSS COUNTRY, IN TOP OF AN
 FQ0355'EMBEDDED VOLCANIC BOULDER PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 FQ0355'GROUND, 0.3 KM (0.15 MI) NORTH OF A POWER LINE CROSSING THE HIGHWAY,
 FQ0355'5.5 METERS (18 FT) EAST OF THE CENTER OF THE OLD HIGHWAY, 9.1 METERS
 FQ0355'(30 FT) WEST OF THE CENTER OF A WASH, 0.6 METER (2 FT) EAST OF A STATE
 FQ0355'WITNESS POST AND A CAIRN.  NOTE--Y 5 WAS STAMPED ON THE DISK BY THIS
 FQ0355'UNIT IN 1983.
 FQ0355'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FQ0355'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2346 ***********************************************************************
 CZ2346  DESIGNATION -  Y 50
 CZ2346  PID         -  CZ2346
 CZ2346  STATE/COUNTY-  AZ/PINAL
 CZ2346  USGS QUAD   -  CHUICHU (1992)
 CZ2346
 CZ2346                         *CURRENT SURVEY CONTROL
 CZ2346  ___________________________________________________________________
 CZ2346* NAD 83(1992)-  32 47 28.69400(N)    111 50 38.56320(W)     ADJUSTED  
 CZ2346* NAVD 88     -       426.17   (+/-2cm)    1398.2    (feet)  VERTCON   
 CZ2346  ___________________________________________________________________
 CZ2346  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CZ2346  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2346  HORZ ORDER  -  FIRST
 CZ2346  VERT ORDER  -  THIRD ? (See Below)
 CZ2346
 CZ2346.The horizontal coordinates were established by classical geodetic methods
 CZ2346.and adjusted by the National Geodetic Survey in August 1993.
 CZ2346
 CZ2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2346.The vertical order pertains to the NGVD 29 superseded value.
 CZ2346
 CZ2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2346
 CZ2346.The geoid height was determined by GEOID03.
 CZ2346
 CZ2346;                    North         East     Units Scale Factor Converg.
 CZ2346;SPC AZ C     -   198,611.249   220,161.950   MT  0.99990057   +0 02 21.6
 CZ2346;SPC AZ C     -   651,611.71    722,316.11   iFT  0.99990057   +0 02 21.6
 CZ2346;UTM  12      - 3,628,466.547   420,966.507   MT  0.99967702   -0 27 25.7
 CZ2346
 CZ2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2346!SPC AZ C     -   0.99993786  x   0.99990057  =   0.99983843
 CZ2346!UTM  12      -   0.99993786  x   0.99967702  =   0.99961490
 CZ2346
 CZ2346|---------------------------------------------------------------------|
 CZ2346| PID    Reference Object                     Distance      Geod. Az  |
 CZ2346|                                                           dddmmss.s |
 CZ2346| CH6242 Y 50 RM E                             8.835 METERS 08840     |
 CZ2346| CH6243 Y 50 RM S                             8.834 METERS 17839     |
 CZ2346| CZ2363 W 51X                               APPROX. 4.1 KM 2494808.9 |
 CZ2346|---------------------------------------------------------------------|
 CZ2346
 CZ2346                          SUPERSEDED SURVEY CONTROL
 CZ2346
 CZ2346  NAD 83(1986)-  32 47 28.68754(N)    111 50 38.56376(W) AD(       ) 1
 CZ2346  NAD 27      -  32 47 28.48706(N)    111 50 36.09441(W) AD(       ) 1
 CZ2346  NGVD 29 (07/19/86)  425.56   (m)         1396.2    (f) LEVELING    3  
 CZ2346
 CZ2346.Superseded values are not recommended for survey control.
 CZ2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2346.See file dsdata.txt to determine how the superseded data were derived.
 CZ2346
 CZ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2096728467(NAD 83)
 CZ2346_MARKER: DD = SURVEY DISK
 CZ2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2346+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2346
 CZ2346  HISTORY     - Date     Condition        Report By
 CZ2346  HISTORY     - 1966     MONUMENTED       DMA
 CZ2346  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2346
 CZ2346                          STATION DESCRIPTION
 CZ2346
 CZ2346'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2346'T-7-S.  R-5-E.  IN SECTION 29 NEAR THE NORTHEAST CORNER.
 CZ2346'
 CZ2346'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2346'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2346'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2346'STAMPED--Y 50 1966 ARMY MAP SERVICE.
 CZ2346'
 CZ2346'THE STATION MARK IS LOCATED ABOUT 240 FEET SOUTH OF THE EAST-WEST
 CZ2346'FENCE.  ABOUT 180 FEET WEST OF THE ASSUMED SECTION LINE.
 CZ2346'
 CZ2346'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2346'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2346'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2346'GO NORTHWEST AND THEN WEST FOR 2.2 MILES TO A SHARP TURN RIGHT AND
 CZ2346'TRAIL WEST.  KEEP ON MAIN ROAD AND GO NORTH FOR 0.5 MILE TO WHERE
 CZ2346'ROAD TURNS NORTHWEST.  CONTINUE NORTHWEST FOR 3.6 MILES TO
 CZ2346'PAPAGO INDIAN RESERVATION FENCE.  TURN RIGHT AND GO EAST ALONG
 CZ2346'THE SOUTH SIDE OF FENCE FOR 1.0 MILE TO THE STATION SITE.
 CZ2346'
 CZ2346'NOTE--4 WHEEL DRIVE VEHICLE IS RECOMMENDED FOR THE LAST MILE
 CZ2346'OF THE ABOVE DESCRIPTION.
 CZ2346
 CZ2346                          STATION RECOVERY (2007)
 CZ2346
 CZ2346'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0792 ***********************************************************************
 ES0792  DESIGNATION -  Y 500
 ES0792  PID         -  ES0792
 ES0792  STATE/COUNTY-  AZ/NAVAJO
 ES0792  USGS QUAD   -  PORTER CANYON (1986)
 ES0792
 ES0792                         *CURRENT SURVEY CONTROL
 ES0792  ___________________________________________________________________
 ES0792* NAD 83(1986)-  34 47 49.     (N)    110 08 02.     (W)     SCALED    
 ES0792* NAVD 88     -      1643.299  (meters)    5391.39   (feet)  ADJUSTED  
 ES0792  ___________________________________________________________________
 ES0792  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0792  DYNAMIC HT  -        1641.012 (meters)    5383.89  (feet)  COMP
 ES0792  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 ES0792
 ES0792  VERT ORDER  -  FIRST     CLASS II
 ES0792
 ES0792.The horizontal coordinates were scaled from a topographic map and have
 ES0792.an estimated accuracy of +/- 6 seconds.
 ES0792
 ES0792.The orthometric height was determined by differential leveling
 ES0792.and adjusted in June 1991.
 ES0792
 ES0792.The geoid height was determined by GEOID03.
 ES0792
 ES0792.The dynamic height is computed by dividing the NAVD 88
 ES0792.geopotential number by the normal gravity value computed on the
 ES0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0792.degrees latitude (g = 980.6199 gals.).
 ES0792
 ES0792.The modeled gravity was interpolated from observed gravity values.
 ES0792
 ES0792;                    North         East    Units  Estimated Accuracy
 ES0792;SPC AZ E     -   421,050.      216,360.      MT  (+/- 180 meters Scaled)
 ES0792
 ES0792                          SUPERSEDED SURVEY CONTROL
 ES0792
 ES0792.No superseded survey control is available for this station.
 ES0792
 ES0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD792508(NAD 83)
 ES0792_MARKER: I = METAL ROD
 ES0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0792+WITH SETTING: INFORMATION.
 ES0792_SP_SET: SHALLOW SET METAL ROD
 ES0792_STAMPING: Y 500 1983
 ES0792_MARK LOGO: NGS   
 ES0792_PROJECTION: FLUSH
 ES0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0792_ROD/PIPE-DEPTH: 1.8  meters
 ES0792
 ES0792  HISTORY     - Date     Condition        Report By
 ES0792  HISTORY     - 1983     MONUMENTED       NGS
 ES0792
 ES0792                          STATION DESCRIPTION
 ES0792
 ES0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0792'12.3 KM (7.65 MI) SOUTH FROM HOLBROOK.
 ES0792'12.3 KM (7.65 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0792'WITH HOPI DRIVE IN HOLBROOK, 103.9 METERS (340.9 FT) NORTHEAST OF
 ES0792'MILEPOST 381, 60.4 METERS (198.2 FT) EAST OF THE CENTERLINE OF THE
 ES0792'HIGHWAY AND 11.4 METERS (37.4 FT) SOUTH OF THE CENTERLINE OF A PAVED
 ES0792'ROAD LEADING EAST TO WOODRUFF.  REFUSAL WAS REACHED AT 6.0 FT.
 ES0792'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ES0792'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 ES0792'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0817 ***********************************************************************
 ES0817  DESIGNATION -  Y 501
 ES0817  PID         -  ES0817
 ES0817  STATE/COUNTY-  AZ/NAVAJO
 ES0817  USGS QUAD   -  TAYLOR (1970)
 ES0817
 ES0817                         *CURRENT SURVEY CONTROL
 ES0817  ___________________________________________________________________
 ES0817* NAD 83(1986)-  34 24 24.     (N)    110 04 36.     (W)     SCALED    
 ES0817* NAVD 88     -      1748.665  (meters)    5737.08   (feet)  ADJUSTED  
 ES0817  ___________________________________________________________________
 ES0817  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ES0817  DYNAMIC HT  -        1746.135 (meters)    5728.78  (feet)  COMP
 ES0817  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 ES0817
 ES0817  VERT ORDER  -  FIRST     CLASS II
 ES0817
 ES0817.The horizontal coordinates were scaled from a topographic map and have
 ES0817.an estimated accuracy of +/- 6 seconds.
 ES0817
 ES0817.The orthometric height was determined by differential leveling
 ES0817.and adjusted in June 1991.
 ES0817
 ES0817.The geoid height was determined by GEOID03.
 ES0817
 ES0817.The dynamic height is computed by dividing the NAVD 88
 ES0817.geopotential number by the normal gravity value computed on the
 ES0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0817.degrees latitude (g = 980.6199 gals.).
 ES0817
 ES0817.The modeled gravity was interpolated from observed gravity values.
 ES0817
 ES0817;                    North         East    Units  Estimated Accuracy
 ES0817;SPC AZ E     -   377,760.      221,630.      MT  (+/- 180 meters Scaled)
 ES0817
 ES0817                          SUPERSEDED SURVEY CONTROL
 ES0817
 ES0817.No superseded survey control is available for this station.
 ES0817
 ES0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD848076(NAD 83)
 ES0817_MARKER: DB = BENCH MARK DISK
 ES0817_SETTING: 66 = SET IN ROCK OUTCROP
 ES0817_SP_SET: ROCK OUTCROP
 ES0817_STAMPING: Y 501 1983
 ES0817_MARK LOGO: NGS   
 ES0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0817+STABILITY: POSITION/ELEVATION WELL
 ES0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0817+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ES0817
 ES0817  HISTORY     - Date     Condition        Report By
 ES0817  HISTORY     - 1983     MONUMENTED       NGS
 ES0817  HISTORY     - 20040819 GOOD             USPSQD
 ES0817
 ES0817                          STATION DESCRIPTION
 ES0817
 ES0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0817'18.8 KM (11.7 MI) NORTH FROM SHOW LOW.
 ES0817'18.8 KM (11.7 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0817'WITH STATE HIGHWAY 260 IN SHOW LOW, IN THE CENTER OF THE SOUTHERN END
 ES0817'OF A 15 BY 25 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 56.0 METERS
 ES0817'(183.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.5 METERS
 ES0817'(73.8 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING EAST TO SHUMWAY,
 ES0817'11.7 METERS (38.4 FT) NORTH OF A TELEPHONE JUNCTION BOX AND 10.1
 ES0817'METERS (33.1 FT) NORTH OF A FENCE.
 ES0817'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0817'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 ES0817
 ES0817                          STATION RECOVERY (2004)
 ES0817
 ES0817'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0817'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0824 ***********************************************************************
 ES0824  DESIGNATION -  Y 502
 ES0824  PID         -  ES0824
 ES0824  STATE/COUNTY-  AZ/NAVAJO
 ES0824  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0824
 ES0824                         *CURRENT SURVEY CONTROL
 ES0824  ___________________________________________________________________
 ES0824* NAD 83(1986)-  34 19 58.     (N)    110 02 52.     (W)     SCALED    
 ES0824* NAVD 88     -      1933.838  (meters)    6344.60   (feet)  ADJUSTED  
 ES0824  ___________________________________________________________________
 ES0824  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0824  DYNAMIC HT  -        1930.978 (meters)    6335.22  (feet)  COMP
 ES0824  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 ES0824
 ES0824  VERT ORDER  -  FIRST     CLASS II
 ES0824
 ES0824.The horizontal coordinates were scaled from a topographic map and have
 ES0824.an estimated accuracy of +/- 6 seconds.
 ES0824
 ES0824.The orthometric height was determined by differential leveling
 ES0824.and adjusted in June 1991.
 ES0824
 ES0824.The geoid height was determined by GEOID03.
 ES0824
 ES0824.The dynamic height is computed by dividing the NAVD 88
 ES0824.geopotential number by the normal gravity value computed on the
 ES0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0824.degrees latitude (g = 980.6199 gals.).
 ES0824
 ES0824.The modeled gravity was interpolated from observed gravity values.
 ES0824
 ES0824;                    North         East    Units  Estimated Accuracy
 ES0824;SPC AZ E     -   369,570.      224,300.      MT  (+/- 180 meters Scaled)
 ES0824
 ES0824                          SUPERSEDED SURVEY CONTROL
 ES0824
 ES0824.No superseded survey control is available for this station.
 ES0824
 ES0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC875994(NAD 83)
 ES0824_MARKER: I = METAL ROD
 ES0824_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ES0824+WITH SETTING: INFORMATION.
 ES0824_SP_SET: SHALLOW SET METAL ROD
 ES0824_STAMPING: Y 502 1983
 ES0824_MARK LOGO: NGS   
 ES0824_PROJECTION: FLUSH
 ES0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0824_ROD/PIPE-DEPTH: 0.6  meters
 ES0824
 ES0824  HISTORY     - Date     Condition        Report By
 ES0824  HISTORY     - 1983     MONUMENTED       NGS
 ES0824  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 ES0824  HISTORY     - 20061103 MARK NOT FOUND   GEOCAC
 ES0824
 ES0824                          STATION DESCRIPTION
 ES0824
 ES0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0824'9.8 KM (6.1 MI) NORTH FROM SHOW LOW.
 ES0824'9.8 KM (6.1 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0824'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.3 KM (0.2 MI) SOUTH OF MILEPOST
 ES0824'348, 30.0 METERS (98.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 ES0824'AND 7.4 METERS (24.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 ES0824'REFUSAL WAS REACHED AT 2.0 FT.  ACCESS TO THE DATUM POINT IS
 ES0824'THROUGH A 5-INCH LOGO CAP.
 ES0824'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 ES0824'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 ES0824
 ES0824                          STATION RECOVERY (2004)
 ES0824
 ES0824'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0824'MARK NOT FOUND. MARK HAS BEEN DESTROYED.  CONCRETE BLOCK IS TOTALLY
 ES0824'OUT OF THE GROUND NEAR THE WITNESS POST.  LOGO PLATE IS STILL AFFIXED
 ES0824'TO THE GROUND.
 ES0824
 ES0824                          STATION RECOVERY (2006)
 ES0824
 ES0824'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 ES0824'FOUND THE WITNESS POST. ALSO FOUND COLLAR AND LOGO CAP MARKED Y 502
 ES0824'1983 SURROUNDED BY CONCRETE LAYING ON THE GROUND. DID NOT HAVE THE
 ES0824'RESOURCES TO SEARCH IN THE GROUND FOR THE METAL ROD THAT MAY STILL BE
 ES0824'BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0551 ***********************************************************************
 FQ0551  DESIGNATION -  Y 503
 FQ0551  PID         -  FQ0551
 FQ0551  STATE/COUNTY-  AZ/COCONINO
 FQ0551  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0551
 FQ0551                         *CURRENT SURVEY CONTROL
 FQ0551  ___________________________________________________________________
 FQ0551* NAD 83(1986)-  35 12 18.     (N)    111 36 48.     (W)     SCALED    
 FQ0551* NAVD 88     -      2091.842  (meters)    6862.98   (feet)  ADJUSTED  
 FQ0551  ___________________________________________________________________
 FQ0551  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FQ0551  DYNAMIC HT  -        2088.864 (meters)    6853.21  (feet)  COMP
 FQ0551  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 FQ0551
 FQ0551  VERT ORDER  -  FIRST     CLASS II
 FQ0551
 FQ0551.The horizontal coordinates were scaled from a topographic map and have
 FQ0551.an estimated accuracy of +/- 6 seconds.
 FQ0551
 FQ0551.The orthometric height was determined by differential leveling
 FQ0551.and adjusted in June 1991.
 FQ0551
 FQ0551.The geoid height was determined by GEOID03.
 FQ0551
 FQ0551.The dynamic height is computed by dividing the NAVD 88
 FQ0551.geopotential number by the normal gravity value computed on the
 FQ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0551.degrees latitude (g = 980.6199 gals.).
 FQ0551
 FQ0551.The modeled gravity was interpolated from observed gravity values.
 FQ0551
 FQ0551;                    North         East    Units  Estimated Accuracy
 FQ0551;SPC AZ C     -   466,360.      240,980.      MT  (+/- 180 meters Scaled)
 FQ0551
 FQ0551                          SUPERSEDED SURVEY CONTROL
 FQ0551
 FQ0551.No superseded survey control is available for this station.
 FQ0551
 FQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD441959(NAD 83)
 FQ0551_MARKER: DB = BENCH MARK DISK
 FQ0551_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0551_SP_SET: ROCK OUTCROP
 FQ0551_STAMPING: Y 503 1983
 FQ0551_MARK LOGO: NGS   
 FQ0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0551+STABILITY: POSITION/ELEVATION WELL
 FQ0551
 FQ0551  HISTORY     - Date     Condition        Report By
 FQ0551  HISTORY     - 1983     MONUMENTED       NGS
 FQ0551
 FQ0551                          STATION DESCRIPTION
 FQ0551
 FQ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0551'3.9 KM (2.4 MI) EAST FROM FLAGSTAFF.
 FQ0551'3.9 KM (2.4 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0551'RAILROAD STATION IN FLAGSTAFF, IN THE NORTHWEST END OF A 3 BY 6 FT
 FQ0551'EXPOSED AREA OF OUTCROPPING BEDROCK, 32.1 METERS (105.3 FT) SOUTHEAST
 FQ0551'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 15.0 METERS
 FQ0551'(49.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE RAILROAD, 8.9 METERS (29.2
 FQ0551'FT) WEST OF A UTILITY POLE WITH ONE GUY WIRE.
 FQ0551'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FQ0551'THE MARK IS 11.8 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0534 ***********************************************************************
 FQ0534  DESIGNATION -  Y 504
 FQ0534  PID         -  FQ0534
 FQ0534  STATE/COUNTY-  AZ/COCONINO
 FQ0534  USGS QUAD   -  TUCKER MESA SW (1983)
 FQ0534
 FQ0534                         *CURRENT SURVEY CONTROL
 FQ0534  ___________________________________________________________________
 FQ0534* NAD 83(1986)-  35 06 13.     (N)    110 59 43.     (W)     SCALED    
 FQ0534* NAVD 88     -      1602.244  (meters)    5256.70   (feet)  ADJUSTED  
 FQ0534  ___________________________________________________________________
 FQ0534  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FQ0534  DYNAMIC HT  -        1600.093 (meters)    5249.64  (feet)  COMP
 FQ0534  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 FQ0534
 FQ0534  VERT ORDER  -  FIRST     CLASS II
 FQ0534
 FQ0534.The horizontal coordinates were scaled from a topographic map and have
 FQ0534.an estimated accuracy of +/- 6 seconds.
 FQ0534
 FQ0534.The orthometric height was determined by differential leveling
 FQ0534.and adjusted in June 1991.
 FQ0534
 FQ0534.The geoid height was determined by GEOID03.
 FQ0534
 FQ0534.The dynamic height is computed by dividing the NAVD 88
 FQ0534.geopotential number by the normal gravity value computed on the
 FQ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0534.degrees latitude (g = 980.6199 gals.).
 FQ0534
 FQ0534.The modeled gravity was interpolated from observed gravity values.
 FQ0534
 FQ0534;                    North         East    Units  Estimated Accuracy
 FQ0534;SPC AZ C     -   455,460.      297,360.      MT  (+/- 180 meters Scaled)
 FQ0534
 FQ0534                          SUPERSEDED SURVEY CONTROL
 FQ0534
 FQ0534.No superseded survey control is available for this station.
 FQ0534
 FQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD004845(NAD 83)
 FQ0534_MARKER: DB = BENCH MARK DISK
 FQ0534_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0534_SP_SET: ROCK OUTCROP
 FQ0534_STAMPING: Y 504 1983
 FQ0534_MARK LOGO: NGS   
 FQ0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0534+STABILITY: POSITION/ELEVATION WELL
 FQ0534
 FQ0534  HISTORY     - Date     Condition        Report By
 FQ0534  HISTORY     - 1983     MONUMENTED       NGS
 FQ0534
 FQ0534                          STATION DESCRIPTION
 FQ0534
 FQ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0534'29.0 KM (18.0 MI) WEST FROM WINSLOW.
 FQ0534'29.0 KM (18.0 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 FQ0534'HIGHWAY 40 FROM THE POST OFFICE IN WINSLOW, IN THE NORTHWEST END OF A
 FQ0534'3 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) WEST
 FQ0534'OF A ROAD SIDE PARK, 0.1 KM (0.05 MI) WEST OF MILEPOST 236, 32.0
 FQ0534'METERS (105.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 FQ0534'THE HIGHWAY AND 5.4 METERS (17.7 FT) SOUTH OF A FENCE.
 FQ0534'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0463 ***********************************************************************
 GP0463  DESIGNATION -  Y 505
 GP0463  PID         -  GP0463
 GP0463  STATE/COUNTY-  AZ/COCONINO
 GP0463  USGS QUAD   -  TUBA CITY (1969)
 GP0463
 GP0463                         *CURRENT SURVEY CONTROL
 GP0463  ___________________________________________________________________
 GP0463* NAD 83(1986)-  36 08 18.     (N)    111 10 01.     (W)     SCALED    
 GP0463* NAVD 88     -      1548.417  (meters)    5080.10   (feet)  ADJUSTED  
 GP0463  ___________________________________________________________________
 GP0463  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 GP0463  DYNAMIC HT  -        1546.463 (meters)    5073.69  (feet)  COMP
 GP0463  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 GP0463
 GP0463  VERT ORDER  -  FIRST     CLASS II
 GP0463
 GP0463.The horizontal coordinates were scaled from a topographic map and have
 GP0463.an estimated accuracy of +/- 6 seconds.
 GP0463
 GP0463.The orthometric height was determined by differential leveling
 GP0463.and adjusted in June 1991.
 GP0463
 GP0463.The geoid height was determined by GEOID03.
 GP0463
 GP0463.The dynamic height is computed by dividing the NAVD 88
 GP0463.geopotential number by the normal gravity value computed on the
 GP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0463.degrees latitude (g = 980.6199 gals.).
 GP0463
 GP0463.The modeled gravity was interpolated from observed gravity values.
 GP0463
 GP0463;                    North         East    Units  Estimated Accuracy
 GP0463;SPC AZ C     -   570,120.      280,830.      MT  (+/- 180 meters Scaled)
 GP0463
 GP0463                          SUPERSEDED SURVEY CONTROL
 GP0463
 GP0463.No superseded survey control is available for this station.
 GP0463
 GP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE849993(NAD 83)
 GP0463_MARKER: I = METAL ROD
 GP0463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GP0463+WITH SETTING: INFORMATION.
 GP0463_SP_SET: SHALLOW SET METAL ROD
 GP0463_STAMPING: Y 505 1983
 GP0463_MARK LOGO: NGS   
 GP0463_PROJECTION: FLUSH
 GP0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0463_ROD/PIPE-DEPTH: 1.2  meters
 GP0463
 GP0463  HISTORY     - Date     Condition        Report By
 GP0463  HISTORY     - 1983     MONUMENTED       NGS
 GP0463
 GP0463                          STATION DESCRIPTION
 GP0463
 GP0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0463'6.1 KM (3.8 MI) NE FROM TUBA CITY.
 GP0463'6.1 KM (3.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 GP0463'WITH STATE HIGHWAY 264 IN TUBA CITY, 0.8 KM (0.5 MI) SOUTHWEST OF
 GP0463'MILEPOST 326, 101.3 METERS (332.3 FT) SOUTHWEST OF A UTILITY LINE
 GP0463'CROSSING THE HIGHWAY, 48.5 METERS (159.1 FT) NORTHEAST OF UTILITY POLE
 GP0463'NUMBER 78 10, 22.9 METERS (75.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GP0463'HIGHWAY, AND 17.0 METERS (55.8 FT) SOUTHWEST OF THE CENTER OF AN
 GP0463'ABANDONED TRACK ROAD.  NOTE=REFUSAL WAS REACHED AT 4.0 FEET.  ACCESS
 GP0463'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0463'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0438 ***********************************************************************
 GP0438  DESIGNATION -  Y 506
 GP0438  PID         -  GP0438
 GP0438  STATE/COUNTY-  AZ/COCONINO
 GP0438  USGS QUAD   -  COW SPRINGS (1970)
 GP0438
 GP0438                         *CURRENT SURVEY CONTROL
 GP0438  ___________________________________________________________________
 GP0438* NAD 83(1986)-  36 24 07.     (N)    110 51 05.     (W)     SCALED    
 GP0438* NAVD 88     -      1755.043  (meters)    5758.00   (feet)  ADJUSTED  
 GP0438  ___________________________________________________________________
 GP0438  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 GP0438  DYNAMIC HT  -        1752.847 (meters)    5750.80  (feet)  COMP
 GP0438  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 GP0438
 GP0438  VERT ORDER  -  FIRST     CLASS II
 GP0438
 GP0438.The horizontal coordinates were scaled from a topographic map and have
 GP0438.an estimated accuracy of +/- 6 seconds.
 GP0438
 GP0438.The orthometric height was determined by differential leveling
 GP0438.and adjusted in June 1991.
 GP0438
 GP0438.The geoid height was determined by GEOID03.
 GP0438
 GP0438.The dynamic height is computed by dividing the NAVD 88
 GP0438.geopotential number by the normal gravity value computed on the
 GP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0438.degrees latitude (g = 980.6199 gals.).
 GP0438
 GP0438.The modeled gravity was interpolated from observed gravity values.
 GP0438
 GP0438;                    North         East    Units  Estimated Accuracy
 GP0438;SPC AZ C     -   599,640.      308,910.      MT  (+/- 180 meters Scaled)
 GP0438
 GP0438                          SUPERSEDED SURVEY CONTROL
 GP0438
 GP0438.No superseded survey control is available for this station.
 GP0438
 GP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF133285(NAD 83)
 GP0438_MARKER: I = METAL ROD
 GP0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0438_SP_SET: STAINLESS STEEL ROD
 GP0438_STAMPING: Y 506 1983
 GP0438_MARK LOGO: NGS   
 GP0438_PROJECTION: FLUSH
 GP0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0438_ROD/PIPE-DEPTH: 19.8 meters
 GP0438
 GP0438  HISTORY     - Date     Condition        Report By
 GP0438  HISTORY     - 1983     MONUMENTED       NGS
 GP0438
 GP0438                          STATION DESCRIPTION
 GP0438
 GP0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0438'48.1 KM (29.9 MI) NE FROM TUBA CITY.
 GP0438'48.1 KM (29.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0438'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 3.1 KM (1.95 MI)
 GP0438'SOUTHWEST OF THE COW SPRINGS TRADING POST, 0.7 KM (0.45 MI) NORTHEAST
 GP0438'OF MILEPOST 351, 30.4 METERS (99.7 FT) SOUTHEAST OF THE CENTERLINE OF
 GP0438'THE HIGHWAY, 5.2 METERS (17.1 FT) SOUTHWEST OF THE CENTER OF A TRACK
 GP0438'ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 GP0438'5-INCH LOGO CAP.
 GP0438'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 GP0438'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0483 ***********************************************************************
 FQ0483  DESIGNATION -  Y 508
 FQ0483  PID         -  FQ0483
 FQ0483  STATE/COUNTY-  AZ/COCONINO
 FQ0483  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0483
 FQ0483                         *CURRENT SURVEY CONTROL
 FQ0483  ___________________________________________________________________
 FQ0483* NAD 83(1986)-  35 33 10.     (N)    111 32 09.     (W)     SCALED    
 FQ0483* NAVD 88     -      1714.284  (meters)    5624.28   (feet)  ADJUSTED  
 FQ0483  ___________________________________________________________________
 FQ0483  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FQ0483  DYNAMIC HT  -        1712.051 (meters)    5616.95  (feet)  COMP
 FQ0483  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 FQ0483
 FQ0483  VERT ORDER  -  FIRST     CLASS II
 FQ0483
 FQ0483.The horizontal coordinates were scaled from a topographic map and have
 FQ0483.an estimated accuracy of +/- 6 seconds.
 FQ0483
 FQ0483.The orthometric height was determined by differential leveling
 FQ0483.and adjusted in June 1991.
 FQ0483
 FQ0483.The geoid height was determined by GEOID03.
 FQ0483
 FQ0483.The dynamic height is computed by dividing the NAVD 88
 FQ0483.geopotential number by the normal gravity value computed on the
 FQ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0483.degrees latitude (g = 980.6199 gals.).
 FQ0483
 FQ0483.The modeled gravity was interpolated from observed gravity values.
 FQ0483
 FQ0483;                    North         East    Units  Estimated Accuracy
 FQ0483;SPC AZ C     -   504,960.      247,890.      MT  (+/- 180 meters Scaled)
 FQ0483
 FQ0483                          SUPERSEDED SURVEY CONTROL
 FQ0483
 FQ0483.No superseded survey control is available for this station.
 FQ0483
 FQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE514344(NAD 83)
 FQ0483_MARKER: DB = BENCH MARK DISK
 FQ0483_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0483_SP_SET: ROCK OUTCROP
 FQ0483_STAMPING: Y 508 1983
 FQ0483_MARK LOGO: NGS   
 FQ0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0483+STABILITY: POSITION/ELEVATION WELL
 FQ0483
 FQ0483  HISTORY     - Date     Condition        Report By
 FQ0483  HISTORY     - 1983     MONUMENTED       NGS
 FQ0483
 FQ0483                          STATION DESCRIPTION
 FQ0483
 FQ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0483'50.1 KM (31.1 MI) NORTH FROM FLAGSTAFF.
 FQ0483'50.1 KM (31.1 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0483'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF A PORTION OF
 FQ0483'MASSIVE VOLCANIC OUTCROP PROJECTING 3 FEET ABOVE THE SURFACE OF THE
 FQ0483'GROUND, 0.3 KM (0.2 MI) NORTH OF MILEPOST 443, 10.0 METERS (33 FT)
 FQ0483'EAST OF THE HIGHWAY CENTERLINE, 6.0 METERS (21 FT) WEST OF TELEPHONE
 FQ0483'POLE 3, 1.8 METERS (6 FT) WEST OF A FENCE.
 FQ0483'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FQ0483'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0028 ***********************************************************************
 GQ0028  DESIGNATION -  Y 51
 GQ0028  PID         -  GQ0028
 GQ0028  STATE/COUNTY-  AZ/COCONINO
 GQ0028  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0028
 GQ0028                         *CURRENT SURVEY CONTROL
 GQ0028  ___________________________________________________________________
 GQ0028* NAD 83(1986)-  36 45 53.     (N)    112 15 32.     (W)     SCALED    
 GQ0028* NAVD 88     -      2317.178  (meters)    7602.27   (feet)  POSTED    
 GQ0028  ___________________________________________________________________
 GQ0028  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 GQ0028  DYNAMIC HT  -        2314.150 (meters)    7592.34  (feet)  COMP
 GQ0028  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 GQ0028
 GQ0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0028
 GQ0028.The horizontal coordinates were scaled from a topographic map and have
 GQ0028.an estimated accuracy of +/- 6 seconds.
 GQ0028
 GQ0028.The orthometric height was determined by differential leveling
 GQ0028.and adjusted by the  in 1992.
 GQ0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0028.rate of 0.0 thru 1.0 mm/km.
 GQ0028
 GQ0028.The geoid height was determined by GEOID03.
 GQ0028
 GQ0028.The dynamic height is computed by dividing the NAVD 88
 GQ0028.geopotential number by the normal gravity value computed on the
 GQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0028.degrees latitude (g = 980.6199 gals.).
 GQ0028
 GQ0028.The modeled gravity was interpolated from observed gravity values.
 GQ0028
 GQ0028;                    North         East    Units  Estimated Accuracy
 GQ0028;SPC AZ C     -   639,420.      182,810.      MT  (+/- 180 meters Scaled)
 GQ0028
 GQ0028                          SUPERSEDED SURVEY CONTROL
 GQ0028
 GQ0028  NGVD 29 (??/??/92) 2315.997  (m)         7598.40   (f) ADJ UNCH    1 2
 GQ0028
 GQ0028.Superseded values are not recommended for survey control.
 GQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0028.See file dsdata.txt to determine how the superseded data were derived.
 GQ0028
 GQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF876695(NAD 83)
 GQ0028_MARKER: DB = BENCH MARK DISK
 GQ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0028_STAMPING: Y 51 1934
 GQ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0028+STABILITY: SURFACE MOTION
 GQ0028
 GQ0028  HISTORY     - Date     Condition        Report By
 GQ0028  HISTORY     - 1934     MONUMENTED       CGS
 GQ0028
 GQ0028                          STATION DESCRIPTION
 GQ0028
 GQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0028'6.4 MI NW FROM JACOB LAKE.
 GQ0028'6.4 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0028'COUNTY, 100 YARDS EAST OF A ROW OF POLES, AND 35 FEET EAST OF THE
 GQ0028'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y 51 1934 AND SET
 GQ0028'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2341 ***********************************************************************
 CZ2341  DESIGNATION -  Y 51
 CZ2341  PID         -  CZ2341
 CZ2341  STATE/COUNTY-  AZ/PINAL
 CZ2341  USGS QUAD   -  CHUICHU (1992)
 CZ2341
 CZ2341                         *CURRENT SURVEY CONTROL
 CZ2341  ___________________________________________________________________
 CZ2341* NAD 83(1992)-  32 46 39.71463(N)    111 50 34.83937(W)     ADJUSTED  
 CZ2341* NAVD 88     -       428.23   (+/-2cm)    1405.0    (feet)  VERTCON   
 CZ2341  ___________________________________________________________________
 CZ2341  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CZ2341  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2341  HORZ ORDER  -  FIRST
 CZ2341  VERT ORDER  -  THIRD ? (See Below)
 CZ2341
 CZ2341.The horizontal coordinates were established by classical geodetic methods
 CZ2341.and adjusted by the National Geodetic Survey in August 1993.
 CZ2341
 CZ2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2341.The vertical order pertains to the NGVD 29 superseded value.
 CZ2341
 CZ2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2341
 CZ2341.The geoid height was determined by GEOID03.
 CZ2341
 CZ2341;                    North         East     Units Scale Factor Converg.
 CZ2341;SPC AZ C     -   197,102.622   220,259.885   MT  0.99990059   +0 02 23.6
 CZ2341;SPC AZ C     -   646,662.15    722,637.42   iFT  0.99990059   +0 02 23.6
 CZ2341;UTM  12      - 3,626,957.465   421,051.350   MT  0.99967685   -0 27 23.1
 CZ2341
 CZ2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2341!SPC AZ C     -   0.99993753  x   0.99990059  =   0.99983813
 CZ2341!UTM  12      -   0.99993753  x   0.99967685  =   0.99961441
 CZ2341
 CZ2341|---------------------------------------------------------------------|
 CZ2341| PID    Reference Object                     Distance      Geod. Az  |
 CZ2341|                                                           dddmmss.s |
 CZ2341| CH6244 Y 51 RM E                             8.819 METERS 08902     |
 CZ2341| CH6245 Y 51 RM S                             8.834 METERS 17908     |
 CZ2341| CZ2363 W 51X                               APPROX. 3.9 KM 2713018.9 |
 CZ2341|---------------------------------------------------------------------|
 CZ2341
 CZ2341                          SUPERSEDED SURVEY CONTROL
 CZ2341
 CZ2341  NAD 83(1986)-  32 46 39.70818(N)    111 50 34.83982(W) AD(       ) 1
 CZ2341  NAD 27      -  32 46 39.50633(N)    111 50 32.37184(W) AD(       ) 1
 CZ2341  NGVD 29 (07/19/86)  427.62   (m)         1402.9    (f) LEVELING    3  
 CZ2341
 CZ2341.Superseded values are not recommended for survey control.
 CZ2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2341.See file dsdata.txt to determine how the superseded data were derived.
 CZ2341
 CZ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2105126957(NAD 83)
 CZ2341_MARKER: DD = SURVEY DISK
 CZ2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2341
 CZ2341  HISTORY     - Date     Condition        Report By
 CZ2341  HISTORY     - 1966     MONUMENTED       DMA
 CZ2341
 CZ2341                          STATION DESCRIPTION
 CZ2341
 CZ2341'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2341'T-7-S.  R-5-E.  IN SECTION 28 NEAR THE SOUTHWEST CORNER.
 CZ2341'
 CZ2341'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2341'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER SET FLUSH
 CZ2341'WITH THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Y 51 1966
 CZ2341'ARMY MAP SERVICE.
 CZ2341'
 CZ2341'THE STATION MARK IS LOCATED 102 FEET NORTHEAST OF THE SECTION
 CZ2341'CORNER.  12 FEET NORTH OF THE EAST-WEST TRAIL.
 CZ2341'
 CZ2341'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2341'AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2341'SOUTHWEST ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN
 CZ2341'RIGHT AND GO NORTHWEST AND WEST FOR 2.2 MILES TO A SHARP TURN
 CZ2341'RIGHT AND TRAIL WEST.  STAY ON MAIN ROAD AND GO NORTH AND THENCE
 CZ2341'NORTHWEST FOR 2.1 MILES TO CROSSROAD (UNDERGROUND GAS LINE)
 CZ2341'TURN LEFT AND GO SOUTHWEST FOR 0.5 MILE TO TRAIL NORTH.  TURN
 CZ2341'RIGHT AND GO NORTH FOR 0.25 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0349 ***********************************************************************
 GP0349  DESIGNATION -  Y 510
 GP0349  PID         -  GP0349
 GP0349  STATE/COUNTY-  AZ/COCONINO
 GP0349  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0349
 GP0349                         *CURRENT SURVEY CONTROL
 GP0349  ___________________________________________________________________
 GP0349* NAD 83(1986)-  36 07 39.     (N)    111 23 44.     (W)     SCALED    
 GP0349* NAVD 88     -      1410.654  (meters)    4628.12   (feet)  ADJUSTED  
 GP0349  ___________________________________________________________________
 GP0349  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 GP0349  DYNAMIC HT  -        1408.925 (meters)    4622.45  (feet)  COMP
 GP0349  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 GP0349
 GP0349  VERT ORDER  -  FIRST     CLASS II
 GP0349
 GP0349.The horizontal coordinates were scaled from a topographic map and have
 GP0349.an estimated accuracy of +/- 6 seconds.
 GP0349
 GP0349.The orthometric height was determined by differential leveling
 GP0349.and adjusted in June 1991.
 GP0349
 GP0349.The geoid height was determined by GEOID03.
 GP0349
 GP0349.The dynamic height is computed by dividing the NAVD 88
 GP0349.geopotential number by the normal gravity value computed on the
 GP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0349.degrees latitude (g = 980.6199 gals.).
 GP0349
 GP0349.The modeled gravity was interpolated from observed gravity values.
 GP0349
 GP0349;                    North         East    Units  Estimated Accuracy
 GP0349;SPC AZ C     -   568,790.      260,270.      MT  (+/- 180 meters Scaled)
 GP0349
 GP0349                          SUPERSEDED SURVEY CONTROL
 GP0349
 GP0349.No superseded survey control is available for this station.
 GP0349
 GP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE644981(NAD 83)
 GP0349_MARKER: DB = BENCH MARK DISK
 GP0349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GP0349_SP_SET: HEADWALL
 GP0349_STAMPING: Y 510 1983
 GP0349_MARK LOGO: NGS   
 GP0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0349
 GP0349  HISTORY     - Date     Condition        Report By
 GP0349  HISTORY     - 1983     MONUMENTED       NGS
 GP0349
 GP0349                          STATION DESCRIPTION
 GP0349
 GP0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0349'28.5 KM (17.7 MI) NORTH FROM CAMERON.
 GP0349'28.5 KM (17.7 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0349'CAMERON, 0.1 METER (0.3 FT) NORTH OF THE SOUTH END OF THE WEST
 GP0349'HEADWALL FOR A 10 BY 5 FOOT TRIPLE CONCRETE BOX CULVERT, 0.4 KM (0.25
 GP0349'MI) NORTH OF MILEPOST 84, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF THE
 GP0349'OLD HIGHWAY GRADE, 8.0 METERS (26.5 FT) WEST OF THE HIGHWAY
 GP0349'CENTERLINE, 2.5 METERS (8 FT) NORTHEAST OF THE NORTHEAST END OF A
 GP0349'STONE LEVEE.
 GP0349'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0474 ***********************************************************************
 FQ0474  DESIGNATION -  Y 511
 FQ0474  PID         -  FQ0474
 FQ0474  STATE/COUNTY-  AZ/COCONINO
 FQ0474  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0474
 FQ0474                         *CURRENT SURVEY CONTROL
 FQ0474  ___________________________________________________________________
 FQ0474* NAD 83(1986)-  35 25 38.     (N)    111 34 09.     (W)     SCALED    
 FQ0474* NAVD 88     -      1991.156  (meters)    6532.65   (feet)  ADJUSTED  
 FQ0474  ___________________________________________________________________
 FQ0474  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FQ0474  DYNAMIC HT  -        1988.441 (meters)    6523.74  (feet)  COMP
 FQ0474  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 FQ0474
 FQ0474  VERT ORDER  -  FIRST     CLASS II
 FQ0474
 FQ0474.The horizontal coordinates were scaled from a topographic map and have
 FQ0474.an estimated accuracy of +/- 6 seconds.
 FQ0474
 FQ0474.The orthometric height was determined by differential leveling
 FQ0474.and adjusted in June 1991.
 FQ0474
 FQ0474.The geoid height was determined by GEOID03.
 FQ0474
 FQ0474.The dynamic height is computed by dividing the NAVD 88
 FQ0474.geopotential number by the normal gravity value computed on the
 FQ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0474.degrees latitude (g = 980.6199 gals.).
 FQ0474
 FQ0474.The modeled gravity was interpolated from observed gravity values.
 FQ0474
 FQ0474;                    North         East    Units  Estimated Accuracy
 FQ0474;SPC AZ C     -   491,020.      244,910.      MT  (+/- 180 meters Scaled)
 FQ0474
 FQ0474                          SUPERSEDED SURVEY CONTROL
 FQ0474
 FQ0474.No superseded survey control is available for this station.
 FQ0474
 FQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE483205(NAD 83)
 FQ0474_MARKER: I = METAL ROD
 FQ0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0474_SP_SET: STAINLESS STEEL ROD
 FQ0474_STAMPING: Y 511 1983
 FQ0474_MARK LOGO: NGS   
 FQ0474_PROJECTION: FLUSH
 FQ0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0474_ROD/PIPE-DEPTH: 3.0  meters
 FQ0474
 FQ0474  HISTORY     - Date     Condition        Report By
 FQ0474  HISTORY     - 1983     MONUMENTED       NGS
 FQ0474
 FQ0474                          STATION DESCRIPTION
 FQ0474
 FQ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0474'35.9 KM (22.3 MI) NORTH FROM FLAGSTAFF.
 FQ0474'35.9 KM (22.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0474'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, AT THE CROSSING OF THE OLD
 FQ0474'HIGHWAY WHICH IS FOREST SERVICE ROAD 546 LEADING EAST, 33.8 METERS
 FQ0474'(111 FT) EAST OF THE NEW HIGHWAY CENTERLINE, 18.2 METERS (60 FT) SOUTH
 FQ0474'OF THE CENTER OF THE OLD HIGHWAY, 0.6 METER (2 FT) WEST OF THE RIGHT
 FQ0474'OF WAY FENCE.
 FQ0474'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FQ0474'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0412 ***********************************************************************
 GP0412  DESIGNATION -  Y 512
 GP0412  PID         -  GP0412
 GP0412  STATE/COUNTY-  AZ/NAVAJO
 GP0412  USGS QUAD   -  MARSH PASS (1968)
 GP0412
 GP0412                         *CURRENT SURVEY CONTROL
 GP0412  ___________________________________________________________________
 GP0412* NAD 83(1986)-  36 39 32.     (N)    110 25 16.     (W)     SCALED    
 GP0412* NAVD 88     -      1872.322  (meters)    6142.78   (feet)  ADJUSTED  
 GP0412  ___________________________________________________________________
 GP0412  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GP0412  DYNAMIC HT  -        1870.011 (meters)    6135.19  (feet)  COMP
 GP0412  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 GP0412
 GP0412  VERT ORDER  -  FIRST     CLASS II
 GP0412
 GP0412.The horizontal coordinates were scaled from a topographic map and have
 GP0412.an estimated accuracy of +/- 6 seconds.
 GP0412
 GP0412.The orthometric height was determined by differential leveling
 GP0412.and adjusted in June 1991.
 GP0412
 GP0412.The geoid height was determined by GEOID03.
 GP0412
 GP0412.The dynamic height is computed by dividing the NAVD 88
 GP0412.geopotential number by the normal gravity value computed on the
 GP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0412.degrees latitude (g = 980.6199 gals.).
 GP0412
 GP0412.The modeled gravity was interpolated from observed gravity values.
 GP0412
 GP0412;                    North         East    Units  Estimated Accuracy
 GP0412;SPC AZ E     -   627,650.      190,610.      MT  (+/- 180 meters Scaled)
 GP0412
 GP0412                          SUPERSEDED SURVEY CONTROL
 GP0412
 GP0412.No superseded survey control is available for this station.
 GP0412
 GP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF517571(NAD 83)
 GP0412_MARKER: DB = BENCH MARK DISK
 GP0412_SETTING: 66 = SET IN ROCK OUTCROP
 GP0412_SP_SET: ROCK OUTCROP
 GP0412_STAMPING: Y 512 1983
 GP0412_MARK LOGO: NGS   
 GP0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0412+STABILITY: POSITION/ELEVATION WELL
 GP0412
 GP0412  HISTORY     - Date     Condition        Report By
 GP0412  HISTORY     - 1983     MONUMENTED       NGS
 GP0412  HISTORY     - 19990619 GOOD             LOCSUR
 GP0412
 GP0412                          STATION DESCRIPTION
 GP0412
 GP0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0412'17.0 KM (10.55 MI) SW FROM KAYENTA.
 GP0412'17.0 KM (10.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0412'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, IN THE CENTER OF THE
 GP0412'SOUTHWEST 1/4 OF A LARGE OVAL MOUND OF OUTCROPPING BEDROCK,
 GP0412'86.1 METERS (282.5 FT) WEST OF MILEPOST 383, 17.7 METERS (58.1 FT)
 GP0412'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.4 FT)
 GP0412'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP, AND 5.8 METERS
 GP0412'(19.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE OUTCROP.
 GP0412'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 GP0412
 GP0412                          STATION RECOVERY (1999)
 GP0412
 GP0412'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (MD)
 GP0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AH8511 ***********************************************************************
 AH8511  DESIGNATION -  Y 513
 AH8511  PID         -  AH8511
 AH8511  STATE/COUNTY-  AZ/MARICOPA
 AH8511  USGS QUAD   -  SAWIK MOUNTAIN (1982)
 AH8511
 AH8511                         *CURRENT SURVEY CONTROL
 AH8511  ___________________________________________________________________
 AH8511* NAD 83(1986)-  33 31 36.     (N)    111 52 27.     (W)     SCALED    
 AH8511* NAVD 88     -       392.090  (meters)    1286.38   (feet)  READJUSTED
 AH8511  ___________________________________________________________________
 AH8511  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 AH8511  DYNAMIC HT  -         391.630 (meters)    1284.87  (feet)  COMP
 AH8511  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 AH8511
 AH8511  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 AH8511
 AH8511.The horizontal coordinates were scaled from a topographic map and have
 AH8511.an estimated accuracy of +/- 6 seconds.
 AH8511
 AH8511.The orthometric height was determined by differential leveling
 AH8511.and adjusted in July 2002.
 AH8511.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 AH8511.distribution rate of 0.0 thru 1.0 mm/km.
 AH8511.The height was derived from older observations constrained to new
 AH8511.heights in a crustal motion area.  The height is approximate in
 AH8511.relation to other heights in its vicinity.
 AH8511
 AH8511.The geoid height was determined by GEOID03.
 AH8511
 AH8511.The dynamic height is computed by dividing the NAVD 88
 AH8511.geopotential number by the normal gravity value computed on the
 AH8511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8511.degrees latitude (g = 980.6199 gals.).
 AH8511
 AH8511.The modeled gravity was interpolated from observed gravity values.
 AH8511
 AH8511;                    North         East    Units  Estimated Accuracy
 AH8511;SPC AZ C     -   280,160.      217,310.      MT  (+/- 180 meters Scaled)
 AH8511
 AH8511                          SUPERSEDED SURVEY CONTROL
 AH8511
 AH8511.No superseded survey control is available for this station.
 AH8511
 AH8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC188100(NAD 83)
 AH8511_MARKER: DD = SURVEY DISK
 AH8511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8511_SP_SET: HEADWALL
 AH8511_STAMPING: Y 513
 AH8511_MARK LOGO: SRP   
 AH8511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8511+STABILITY: SURFACE MOTION
 AH8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8511+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 AH8511
 AH8511  HISTORY     - Date     Condition        Report By
 AH8511  HISTORY     - UNK      MONUMENTED       SRP
 AH8511  HISTORY     - 19990307 GOOD             NGS
 AH8511  HISTORY     - 20070404 GOOD             GEOCAC
 AH8511
 AH8511                          STATION DESCRIPTION
 AH8511
 AH8511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8511'0.1 KM (0.05 MI) EASTERLY ALONG VIA VENTURA FROM THE POST OFFICE IN
 AH8511'SCOTTSDALE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG PIMA ROAD, THENCE
 AH8511'1.8 KM (1.10 MI) EASTERLY ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 AH8511'ARIZONA CANAL, NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF AN
 AH8511'IRRIGATION CANAL THAT RUNS PARALLEL TO THE ARIZONA CANAL, 44.0 M
 AH8511'(144.4 FT) SOUTH OF THE ROAD CENTER, 4.8 M (15.7 FT) EAST OF THE
 AH8511'EXTENDED CENTERLINE OF NORTH DODSON ROAD, AND 1.2 M (3.9 FT) BELOW THE
 AH8511'LEVEL OF THE ROAD.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE SALT
 AH8511'RIVER PROJECT, 1505 NORTH PROJECT DRIVE, TEMPE, AZ 85282, TELEPHONE
 AH8511'NUMBER (602) 319-2495.
 AH8511
 AH8511                          STATION RECOVERY (2007)
 AH8511
 AH8511'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 AH8511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2289 ***********************************************************************
 DU2289  DESIGNATION -  Y 516
 DU2289  PID         -  DU2289
 DU2289  STATE/COUNTY-  AZ/PINAL
 DU2289  USGS QUAD   -  FLORENCE (1981)
 DU2289
 DU2289                         *CURRENT SURVEY CONTROL
 DU2289  ___________________________________________________________________
 DU2289* NAD 83(1986)-  33 01 11.     (N)    111 23 16.     (W)     SCALED    
 DU2289* NAVD 88     -       465.015  (meters)    1525.64   (feet)  ADJUSTED  
 DU2289  ___________________________________________________________________
 DU2289  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DU2289  DYNAMIC HT  -         464.444 (meters)    1523.76  (feet)  COMP
 DU2289  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 DU2289
 DU2289  VERT ORDER  -  FIRST     CLASS II
 DU2289
 DU2289.The horizontal coordinates were scaled from a topographic map and have
 DU2289.an estimated accuracy of +/- 6 seconds.
 DU2289
 DU2289.The orthometric height was determined by differential leveling
 DU2289.and adjusted in November 1993.
 DU2289
 DU2289.The geoid height was determined by GEOID03.
 DU2289
 DU2289.The dynamic height is computed by dividing the NAVD 88
 DU2289.geopotential number by the normal gravity value computed on the
 DU2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2289.degrees latitude (g = 980.6199 gals.).
 DU2289
 DU2289.The modeled gravity was interpolated from observed gravity values.
 DU2289
 DU2289;                    North         East    Units  Estimated Accuracy
 DU2289;SPC AZ C     -   224,060.      262,770.      MT  (+/- 180 meters Scaled)
 DU2289
 DU2289                          SUPERSEDED SURVEY CONTROL
 DU2289
 DU2289.No superseded survey control is available for this station.
 DU2289
 DU2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB637535(NAD 83)
 DU2289_MARKER: I = METAL ROD
 DU2289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2289_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2289_STAMPING: Y 516 1992
 DU2289_MARK LOGO: NGS   
 DU2289_PROJECTION: FLUSH
 DU2289_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2289+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 DU2289_ROD/PIPE-DEPTH: 5.5  meters
 DU2289_SLEEVE-DEPTH  : 0.9 meters
 DU2289
 DU2289  HISTORY     - Date     Condition        Report By
 DU2289  HISTORY     - 1992     MONUMENTED       NGS
 DU2289  HISTORY     - 19960213 GOOD             USPSQD
 DU2289  HISTORY     - 20080416 GOOD             GEOCAC
 DU2289
 DU2289                          STATION DESCRIPTION
 DU2289
 DU2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2289'1.3 KM (0.80 MI) SOUTHERLY ALONG MAIN STREET (STATE HIGHWAY 287) FROM
 DU2289'THE POST OFFICE IN FLORENCE, NEAR THE EAST EDGE OF A TRIANGLE FORMED
 DU2289'BY HIGHWAY 287 AND U.S. HIGHWAY 89 BUSINESS, 33.1 M (108.6 FT)
 DU2289'SOUTHEAST OF THE CENTER OF THE WESTBOUND LANE OF HIGHWAY 287, 30.1 M
 DU2289'(98.8 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 89,
 DU2289'25.9 M (85.0 FT) NORTH OF THE CENTER OF THE EASTBOUND LANE OF HIGHWAY
 DU2289'287, 2.7 M (8.9 FT) SOUTH OF THE SOUTH END OF A BRICK SIGN (WELCOME
 DU2289'TO HISTORIC FLORENCE), AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 DU2289'HIGHWAYS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DU2289'CAP.
 DU2289
 DU2289                          STATION RECOVERY (1996)
 DU2289
 DU2289'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU2289'RECOVERED IN GOOD CONDITION.
 DU2289
 DU2289                          STATION RECOVERY (2008)
 DU2289
 DU2289'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU2289'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N 33
 DU2289'01.187 W 111  23.278.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2315 ***********************************************************************
 DU2315  DESIGNATION -  Y 517
 DU2315  PID         -  DU2315
 DU2315  STATE/COUNTY-  AZ/MARICOPA
 DU2315  USGS QUAD   -  BUCKHORN (1982)
 DU2315
 DU2315                         *CURRENT SURVEY CONTROL
 DU2315  ___________________________________________________________________
 DU2315* NAD 83(1986)-  33 24 54.     (N)    111 44 12.     (W)     SCALED    
 DU2315* NAVD 88     -       400.432  (meters)    1313.75   (feet)  ADJUSTED  
 DU2315  ___________________________________________________________________
 DU2315  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DU2315  DYNAMIC HT  -         399.957 (meters)    1312.19  (feet)  COMP
 DU2315  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 DU2315
 DU2315  VERT ORDER  -  FIRST     CLASS II
 DU2315
 DU2315.The horizontal coordinates were scaled from a topographic map and have
 DU2315.an estimated accuracy of +/- 6 seconds.
 DU2315
 DU2315.The orthometric height was determined by differential leveling
 DU2315.and adjusted in November 1993.
 DU2315
 DU2315.The geoid height was determined by GEOID03.
 DU2315
 DU2315.The dynamic height is computed by dividing the NAVD 88
 DU2315.geopotential number by the normal gravity value computed on the
 DU2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2315.degrees latitude (g = 980.6199 gals.).
 DU2315
 DU2315.The modeled gravity was interpolated from observed gravity values.
 DU2315
 DU2315;                    North         East    Units  Estimated Accuracy
 DU2315;SPC AZ C     -   267,790.      230,100.      MT  (+/- 180 meters Scaled)
 DU2315
 DU2315                          SUPERSEDED SURVEY CONTROL
 DU2315
 DU2315.No superseded survey control is available for this station.
 DU2315
 DU2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB315975(NAD 83)
 DU2315_MARKER: DV = VERTICAL CONTROL DISK
 DU2315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU2315_SP_SET: BUILDING
 DU2315_STAMPING: Y 517 1992
 DU2315_MARK LOGO: NGS   
 DU2315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2315+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DU2315
 DU2315  HISTORY     - Date     Condition        Report By
 DU2315  HISTORY     - 1992     MONUMENTED       NGS
 DU2315  HISTORY     - 20060324 GOOD             GEOCAC
 DU2315
 DU2315                          STATION DESCRIPTION
 DU2315
 DU2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2315'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2315'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, SET
 DU2315'VERTICALLY IN THE EAST FACE OF THE VALLEY NATIONAL BANK
 DU2315'(APACHE-GREENFIELD BRANCH), 49.3 M (161.7 FT) SOUTH OF THE SOUTH CURB
 DU2315'OF THE HIGHWAY, 36.2 M (118.8 FT) WEST OF THE WEST CURB OF SOUTH
 DU2315'GREENFIELD ROAD, 15.3 M (50.2 FT) NORTH OF THE SOUTHEAST CORNER OF
 DU2315'THE BUILDING, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0
 DU2315'FT) SOUTH OF THE SOUTH EDGE OF A WINDOW.
 DU2315
 DU2315                          STATION RECOVERY (2006)
 DU2315
 DU2315'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU2315'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE BUILDING IS NOW
 DU2315'CHASE BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2340 ***********************************************************************
 DU2340  DESIGNATION -  Y 518
 DU2340  PID         -  DU2340
 DU2340  STATE/COUNTY-  AZ/MARICOPA
 DU2340  USGS QUAD   -  TEMPE (1982)
 DU2340
 DU2340                         *CURRENT SURVEY CONTROL
 DU2340  ___________________________________________________________________
 DU2340* NAD 83(1986)-  33 24 25.     (N)    111 59 20.     (W)     SCALED    
 DU2340* NAVD 88     -       346.992  (meters)    1138.42   (feet)  ADJUSTED  
 DU2340  ___________________________________________________________________
 DU2340  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DU2340  DYNAMIC HT  -         346.594 (meters)    1137.12  (feet)  COMP
 DU2340  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 DU2340
 DU2340  VERT ORDER  -  FIRST     CLASS II
 DU2340
 DU2340.The horizontal coordinates were scaled from a topographic map and have
 DU2340.an estimated accuracy of +/- 6 seconds.
 DU2340
 DU2340.The orthometric height was determined by differential leveling
 DU2340.and adjusted in November 1993.
 DU2340
 DU2340.The geoid height was determined by GEOID03.
 DU2340
 DU2340.The dynamic height is computed by dividing the NAVD 88
 DU2340.geopotential number by the normal gravity value computed on the
 DU2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2340.degrees latitude (g = 980.6199 gals.).
 DU2340
 DU2340.The modeled gravity was interpolated from observed gravity values.
 DU2340
 DU2340;                    North         East    Units  Estimated Accuracy
 DU2340;SPC AZ C     -   266,880.      206,640.      MT  (+/- 180 meters Scaled)
 DU2340
 DU2340                          SUPERSEDED SURVEY CONTROL
 DU2340
 DU2340.No superseded survey control is available for this station.
 DU2340
 DU2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB080968(NAD 83)
 DU2340_MARKER: DV = VERTICAL CONTROL DISK
 DU2340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU2340_SP_SET: BUILDING
 DU2340_STAMPING: Y 518 1992
 DU2340_MARK LOGO: NGS   
 DU2340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2340+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DU2340
 DU2340  HISTORY     - Date     Condition        Report By
 DU2340  HISTORY     - 1992     MONUMENTED       NGS
 DU2340  HISTORY     - 20061026 GOOD             GEOCAC
 DU2340  HISTORY     - 20080501 GOOD             GEOCAC
 DU2340
 DU2340                          STATION DESCRIPTION
 DU2340
 DU2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2340'IN PHOENIX, AT 4331 EAST BROADWAY ROAD, SET VERTICALLY IN THE EAST
 DU2340'FACE OF THE UNITED STATES WATER CONSERVATION LABORATORY, 71.5 M
 DU2340'(234.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 DU2340'ROAD, 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT)
 DU2340'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 DU2340
 DU2340                          STATION RECOVERY (2006)
 DU2340
 DU2340'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU2340'RECOVERED IN GOOD CONDITION.
 DU2340
 DU2340                          STATION RECOVERY (2008)
 DU2340
 DU2340'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DU2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0496 ***********************************************************************
 FS0496  DESIGNATION -  Y 52
 FS0496  PID         -  FS0496
 FS0496  STATE/COUNTY-  AZ/MOHAVE
 FS0496  USGS QUAD   -  GRASSHOPPER JUNCTION NW (1967)
 FS0496
 FS0496                         *CURRENT SURVEY CONTROL
 FS0496  ___________________________________________________________________
 FS0496* NAD 83(1986)-  35 29 23.     (N)    114 24 29.     (W)     SCALED    
 FS0496* NAVD 88     -       941.947  (meters)    3090.37   (feet)  POSTED    
 FS0496  ___________________________________________________________________
 FS0496  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FS0496  DYNAMIC HT  -         940.880 (meters)    3086.87  (feet)  COMP
 FS0496  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 FS0496
 FS0496  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0496
 FS0496.The horizontal coordinates were scaled from a topographic map and have
 FS0496.an estimated accuracy of +/- 6 seconds.
 FS0496
 FS0496.The orthometric height was determined by differential leveling
 FS0496.and adjusted by the  in 1992.
 FS0496.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0496.rate of 2.1 thru 3.0 mm/km.
 FS0496
 FS0496.The geoid height was determined by GEOID03.
 FS0496
 FS0496.The dynamic height is computed by dividing the NAVD 88
 FS0496.geopotential number by the normal gravity value computed on the
 FS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0496.degrees latitude (g = 980.6199 gals.).
 FS0496
 FS0496.The modeled gravity was interpolated from observed gravity values.
 FS0496
 FS0496;                    North         East    Units  Estimated Accuracy
 FS0496;SPC AZ W     -   498,120.      153,650.      MT  (+/- 180 meters Scaled)
 FS0496
 FS0496                          SUPERSEDED SURVEY CONTROL
 FS0496
 FS0496  NGVD 29 (??/??/92)  941.166  (m)         3087.81   (f) ADJ UNCH    1 2
 FS0496
 FS0496.Superseded values are not recommended for survey control.
 FS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0496.See file dsdata.txt to determine how the superseded data were derived.
 FS0496
 FS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV351304(NAD 83)
 FS0496_MARKER: DB = BENCH MARK DISK
 FS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0496_STAMPING: Y 52 1934
 FS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0496+STABILITY: SURFACE MOTION
 FS0496
 FS0496  HISTORY     - Date     Condition        Report By
 FS0496  HISTORY     - 1934     MONUMENTED       CGS
 FS0496  HISTORY     - 1950     GOOD             NGS
 FS0496
 FS0496                          STATION DESCRIPTION
 FS0496
 FS0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0496'12.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0496'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0496'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 4.7 MILES WEST
 FS0496'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.15
 FS0496'MILE WEST OF THE REMAINS OF AN OLD STONE HOUSE, ABOUT 94 YARDS
 FS0496'WEST OF A POINT WHERE THE ROAD CROSSES A DRY WASH, 33 1/2 FEET
 FS0496'NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A
 FS0496'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 FS0496'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2342 ***********************************************************************
 CZ2342  DESIGNATION -  Y 52
 CZ2342  PID         -  CZ2342
 CZ2342  STATE/COUNTY-  AZ/PINAL
 CZ2342  USGS QUAD   -  CHUICHU (1992)
 CZ2342
 CZ2342                         *CURRENT SURVEY CONTROL
 CZ2342  ___________________________________________________________________
 CZ2342* NAD 83(1992)-  32 45 47.33644(N)    111 50 35.15582(W)     ADJUSTED  
 CZ2342* NAVD 88     -       430.82   (+/-2cm)    1413.4    (feet)  VERTCON   
 CZ2342  ___________________________________________________________________
 CZ2342  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 CZ2342  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2342  HORZ ORDER  -  FIRST
 CZ2342  VERT ORDER  -  THIRD ? (See Below)
 CZ2342
 CZ2342.The horizontal coordinates were established by classical geodetic methods
 CZ2342.and adjusted by the National Geodetic Survey in August 1993.
 CZ2342
 CZ2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2342.The vertical order pertains to the NGVD 29 superseded value.
 CZ2342
 CZ2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2342
 CZ2342.The geoid height was determined by GEOID03.
 CZ2342
 CZ2342;                    North         East     Units Scale Factor Converg.
 CZ2342;SPC AZ C     -   195,489.232   220,252.772   MT  0.99990059   +0 02 23.3
 CZ2342;SPC AZ C     -   641,368.87    722,614.08   iFT  0.99990059   +0 02 23.3
 CZ2342;UTM  12      - 3,625,344.559   421,030.270   MT  0.99967689   -0 27 22.6
 CZ2342
 CZ2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2342!SPC AZ C     -   0.99993713  x   0.99990059  =   0.99983772
 CZ2342!UTM  12      -   0.99993713  x   0.99967689  =   0.99961404
 CZ2342
 CZ2342|---------------------------------------------------------------------|
 CZ2342| PID    Reference Object                     Distance      Geod. Az  |
 CZ2342|                                                           dddmmss.s |
 CZ2342| CH6246 Y 52 RM E                             8.840 METERS 08917     |
 CZ2342| CH6247 Y 52 RM S                             8.837 METERS 17921     |
 CZ2342| CZ2363 W 51X                               APPROX. 4.3 KM 2934159.7 |
 CZ2342|---------------------------------------------------------------------|
 CZ2342
 CZ2342                          SUPERSEDED SURVEY CONTROL
 CZ2342
 CZ2342  NAD 83(1986)-  32 45 47.32998(N)    111 50 35.15615(W) AD(       ) 1
 CZ2342  NAD 27      -  32 45 47.12662(N)    111 50 32.68930(W) AD(       ) 1
 CZ2342  NGVD 29 (07/19/86)  430.22   (m)         1411.5    (f) LEVELING    3  
 CZ2342
 CZ2342.Superseded values are not recommended for survey control.
 CZ2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2342.See file dsdata.txt to determine how the superseded data were derived.
 CZ2342
 CZ2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2103025345(NAD 83)
 CZ2342_MARKER: DD = SURVEY DISK
 CZ2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2342
 CZ2342  HISTORY     - Date     Condition        Report By
 CZ2342  HISTORY     - 1966     MONUMENTED       DMA
 CZ2342
 CZ2342                          STATION DESCRIPTION
 CZ2342
 CZ2342'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2342'T-7-S.  R-5-E.  IN SECTION 33 NEAR THE SOUTHWEST CORNER.
 CZ2342'
 CZ2342'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2342'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2342'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2342'STAMPED--Y 52 1966 ARMY MAP SERVICE.
 CZ2342'
 CZ2342'THE MARK IS LOCATED 72 FEET SOUTH OF THE INTERSECTING CENTERLINES
 CZ2342'OF NORTH-SOUTH TRAIL AND ENE-WSW DRAIN.
 CZ2342'
 CZ2342'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2342'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2342'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2342'GO NORTHWEST AND WEST FOR 2.2 MILES TO A SHARP TURN RIGHT AND
 CZ2342'TRAIL WEST.  CONTINUE ON MAIN ROAD NORTH THENCE NORTHWEST FOR 2.1
 CZ2342'MILES TO A CROSSROAD (UNDERGROUND GAS LINE) TURN LEFT AND GO
 CZ2342'SOUTHWEST FOR 0.6 MILE TO A CROSS TRAIL.  TURN LEFT AND GO
 CZ2342'SOUTH ON DIM TRAIL FOR 0.7 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0468 ***********************************************************************
 FS0468  DESIGNATION -  Y 53
 FS0468  PID         -  FS0468
 FS0468  STATE/COUNTY-  AZ/MOHAVE
 FS0468  USGS QUAD   -  MEADVIEW SOUTH (1989)
 FS0468
 FS0468                         *CURRENT SURVEY CONTROL
 FS0468  ___________________________________________________________________
 FS0468* NAD 83(1986)-  35 58 54.     (N)    114 05 11.     (W)     SCALED    
 FS0468* NAVD 88     -       988.565  (meters)    3243.32   (feet)  POSTED    
 FS0468  ___________________________________________________________________
 FS0468  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FS0468  DYNAMIC HT  -         987.480 (meters)    3239.76  (feet)  COMP
 FS0468  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 FS0468
 FS0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0468
 FS0468.The horizontal coordinates were scaled from a topographic map and have
 FS0468.an estimated accuracy of +/- 6 seconds.
 FS0468
 FS0468.The orthometric height was determined by differential leveling
 FS0468.and adjusted by the  in 1992.
 FS0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0468.rate of 0.0 thru 1.0 mm/km.
 FS0468
 FS0468.The geoid height was determined by GEOID03.
 FS0468
 FS0468.The dynamic height is computed by dividing the NAVD 88
 FS0468.geopotential number by the normal gravity value computed on the
 FS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0468.degrees latitude (g = 980.6199 gals.).
 FS0468
 FS0468.The modeled gravity was interpolated from observed gravity values.
 FS0468
 FS0468;                    North         East    Units  Estimated Accuracy
 FS0468;SPC AZ W     -   552,550.      183,030.      MT  (+/- 180 meters Scaled)
 FS0468
 FS0468                          SUPERSEDED SURVEY CONTROL
 FS0468
 FS0468  NGVD 29 (??/??/92)  987.830  (m)         3240.91   (f) ADJ UNCH    1 1
 FS0468
 FS0468.Superseded values are not recommended for survey control.
 FS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0468.See file dsdata.txt to determine how the superseded data were derived.
 FS0468
 FS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV626858(NAD 83)
 FS0468_MARKER: DB = BENCH MARK DISK
 FS0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0468_STAMPING: Y 53 1934
 FS0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0468+STABILITY: SURFACE MOTION
 FS0468
 FS0468  HISTORY     - Date     Condition        Report By
 FS0468  HISTORY     - 1934     MONUMENTED       CGS
 FS0468  HISTORY     - 1950     GOOD             NGS
 FS0468  HISTORY     - 19861215 GOOD             USPSQD
 FS0468
 FS0468                          STATION DESCRIPTION
 FS0468
 FS0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0468'13 MI S FROM PIERCES FERRY.
 FS0468'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE
 FS0468'RANGER STATION AT PIERCES FERRY, THENCE 12.5 MILES SOUTH ALONG
 FS0468'AN OLD ABANDONED ROAD, ABOUT 0.25 MILE EAST OF THE PARK SERVICE
 FS0468'ROAD, ON THE TOP OF A RIDGE, AT THE JUNCTION OF A
 FS0468'NORTHEAST-SOUTHWEST TRACK ROAD, 20 FEET NORTHWEST OF THE CENTER
 FS0468'LINE OF THE TRACK ROAD, 14 FEET EAST OF THE CENTER LINE OF THE
 FS0468'ROAD, 3.1 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FS0468'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 FS0468'ABOVE GROUND.
 FS0468
 FS0468                          STATION RECOVERY (1986)
 FS0468
 FS0468'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 FS0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2243 ***********************************************************************
 CZ2243  DESIGNATION -  Y 53
 CZ2243  PID         -  CZ2243
 CZ2243  STATE/COUNTY-  AZ/PINAL
 CZ2243  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2243
 CZ2243                         *CURRENT SURVEY CONTROL
 CZ2243  ___________________________________________________________________
 CZ2243* NAD 83(1992)-  32 44 53.23648(N)    111 50 37.13628(W)     ADJUSTED  
 CZ2243* NAVD 88     -       432.88   (+/-2cm)    1420.2    (feet)  VERTCON   
 CZ2243  ___________________________________________________________________
 CZ2243  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 CZ2243  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2243  HORZ ORDER  -  FIRST
 CZ2243  VERT ORDER  -  THIRD ? (See Below)
 CZ2243
 CZ2243.The horizontal coordinates were established by classical geodetic methods
 CZ2243.and adjusted by the National Geodetic Survey in August 1993.
 CZ2243
 CZ2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2243.The vertical order pertains to the NGVD 29 superseded value.
 CZ2243
 CZ2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2243
 CZ2243.The geoid height was determined by GEOID03.
 CZ2243
 CZ2243;                    North         East     Units Scale Factor Converg.
 CZ2243;SPC AZ C     -   193,822.781   220,202.378   MT  0.99990058   +0 02 22.2
 CZ2243;SPC AZ C     -   635,901.51    722,448.75   iFT  0.99990058   +0 02 22.2
 CZ2243;UTM  12      - 3,623,678.979   420,965.466   MT  0.99967702   -0 27 23.0
 CZ2243
 CZ2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2243!SPC AZ C     -   0.99993680  x   0.99990058  =   0.99983739
 CZ2243!UTM  12      -   0.99993680  x   0.99967702  =   0.99961384
 CZ2243
 CZ2243|---------------------------------------------------------------------|
 CZ2243| PID    Reference Object                     Distance      Geod. Az  |
 CZ2243|                                                           dddmmss.s |
 CZ2243| CH6248 Y 53 RM E                             8.843 METERS 08909     |
 CZ2243| CH6249 Y 53 RM S                             8.842 METERS 17909     |
 CZ2243| CZ2363 W 51X                               APPROX. 5.1 KM 3111429.6 |
 CZ2243|---------------------------------------------------------------------|
 CZ2243
 CZ2243                          SUPERSEDED SURVEY CONTROL
 CZ2243
 CZ2243  NAD 83(1986)-  32 44 53.23001(N)    111 50 37.13648(W) AD(       ) 1
 CZ2243  NAD 27      -  32 44 53.02513(N)    111 50 34.67080(W) AD(       ) 1
 CZ2243  NGVD 29 (07/19/86)  432.28   (m)         1418.2    (f) LEVELING    3  
 CZ2243
 CZ2243.Superseded values are not recommended for survey control.
 CZ2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2243.See file dsdata.txt to determine how the superseded data were derived.
 CZ2243
 CZ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2096523679(NAD 83)
 CZ2243_MARKER: DD = SURVEY DISK
 CZ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2243
 CZ2243  HISTORY     - Date     Condition        Report By
 CZ2243  HISTORY     - 1966     MONUMENTED       DMA
 CZ2243
 CZ2243                          STATION DESCRIPTION
 CZ2243
 CZ2243'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2243'T-8-S.  R-5-E.  IN SECTION 10 UNSURVEYED.
 CZ2243'
 CZ2243'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2243'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2243'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Y
 CZ2243'53 1966 ARMY MAP SERVICE.
 CZ2243'
 CZ2243'THE STATION MARK IS LOCATED 15 FEET NORTH OF THE EAST-WEST DIM
 CZ2243'TRAIL.  27 FEET EAST OF THE NORTH-SOUTH TRAIL.  42 FEET NORTHEAST
 CZ2243'OF THE INTERSECTING CENTERLINES OF THE NORTH-SOUTH AND EAST-WEST
 CZ2243'TRAILS.
 CZ2243'
 CZ2243'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2243'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2243'ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2243'GO NORTHWEST AND WEST FOR 2.2 MILES TO A SHARP TURN RIGHT AND
 CZ2243'TRAIL WEST.  CONTINUE ON MAIN ROAD FOR 2.1 MILES NORTH THENCE
 CZ2243'NORTHWEST TO A CROSS ROAD.  TURN LEFT AND GO SOUTHWEST FOR 2.2
 CZ2243'MILES TO ROAD LEFT AT BASE OF HILL.  TURN LEFT AND GO SOUTHEAST
 CZ2243'FOR 0.1 MILE TO DIM FORK.  TAKE LEFT FORK AND GO SOUTHEAST AND
 CZ2243'EAST FOR 1.4 MILES.  TURN RIGHT AND GO SOUTH FOR 0.2 MILE (CROSS
 CZ2243'COUNTRY) TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0127 ***********************************************************************
 GQ0127  DESIGNATION -  Y 54
 GQ0127  PID         -  GQ0127
 GQ0127  STATE/COUNTY-  AZ/MOHAVE
 GQ0127  USGS QUAD   -  GYP HILLS (1971)
 GQ0127
 GQ0127                         *CURRENT SURVEY CONTROL
 GQ0127  ___________________________________________________________________
 GQ0127* NAD 83(1986)-  36 20 29.     (N)    113 58 18.     (W)     SCALED    
 GQ0127* NAVD 88     -       533.132  (meters)    1749.12   (feet)  POSTED    
 GQ0127  ___________________________________________________________________
 GQ0127  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GQ0127  DYNAMIC HT  -         532.590 (meters)    1747.34  (feet)  COMP
 GQ0127  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 GQ0127
 GQ0127  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0127
 GQ0127.The horizontal coordinates were scaled from a topographic map and have
 GQ0127.an estimated accuracy of +/- 6 seconds.
 GQ0127
 GQ0127.The orthometric height was determined by differential leveling
 GQ0127.and adjusted by the  in 1992.
 GQ0127.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0127.rate of 0.0 thru 1.0 mm/km.
 GQ0127
 GQ0127.The geoid height was determined by GEOID03.
 GQ0127
 GQ0127.The dynamic height is computed by dividing the NAVD 88
 GQ0127.geopotential number by the normal gravity value computed on the
 GQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0127.degrees latitude (g = 980.6199 gals.).
 GQ0127
 GQ0127.The modeled gravity was interpolated from observed gravity values.
 GQ0127
 GQ0127;                    North         East    Units  Estimated Accuracy
 GQ0127;SPC AZ W     -   592,430.      193,460.      MT  (+/- 180 meters Scaled)
 GQ0127
 GQ0127                          SUPERSEDED SURVEY CONTROL
 GQ0127
 GQ0127  NGVD 29 (??/??/92)  532.433  (m)         1746.82   (f) ADJ UNCH    1 1
 GQ0127
 GQ0127.Superseded values are not recommended for survey control.
 GQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0127.See file dsdata.txt to determine how the superseded data were derived.
 GQ0127
 GQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF332259(NAD 83)
 GQ0127_MARKER: DB = BENCH MARK DISK
 GQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GQ0127_STAMPING: Y 54 1934
 GQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0127+STABILITY: SURFACE MOTION
 GQ0127
 GQ0127  HISTORY     - Date     Condition        Report By
 GQ0127  HISTORY     - 1934     MONUMENTED       CGS
 GQ0127  HISTORY     - 1950     GOOD             NGS
 GQ0127
 GQ0127                          STATION DESCRIPTION
 GQ0127
 GQ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0127'42.2 MI SE FROM RIVERSIDE, NV.
 GQ0127'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0127'RANCH FROM THE EAST ENDOF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, THENCE
 GQ0127'2.5 MILES NORTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GQ0127'ROAD, ON TOP OF A MESA, 0.35 MILES NORTHEAST OF THE Y JUNCTION OF A
 GQ0127'TRACK ROAD LEADING NORTHWEST, AT THE NORTHEAST END OF A LOOP FORMED BY
 GQ0127'TWO PARALLEL TRACK ROADS, ABOUT 54 YARDS NORTHWEST OF THE NORTHWEST
 GQ0127'RIM OF GRAND WASH, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GQ0127'3.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 GQ0127'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2242 ***********************************************************************
 CZ2242  DESIGNATION -  Y 54
 CZ2242  PID         -  CZ2242
 CZ2242  STATE/COUNTY-  AZ/PINAL
 CZ2242  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2242
 CZ2242                         *CURRENT SURVEY CONTROL
 CZ2242  ___________________________________________________________________
 CZ2242* NAD 83(1992)-  32 44 01.04823(N)    111 50 37.08391(W)     ADJUSTED  
 CZ2242* NAVD 88     -       432.39   (+/-2cm)    1418.6    (feet)  VERTCON   
 CZ2242  ___________________________________________________________________
 CZ2242  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 CZ2242  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2242  HORZ ORDER  -  FIRST
 CZ2242  VERT ORDER  -  THIRD ? (See Below)
 CZ2242
 CZ2242.The horizontal coordinates were established by classical geodetic methods
 CZ2242.and adjusted by the National Geodetic Survey in August 1993.
 CZ2242
 CZ2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2242.The vertical order pertains to the NGVD 29 superseded value.
 CZ2242
 CZ2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2242
 CZ2242.The geoid height was determined by GEOID03.
 CZ2242
 CZ2242;                    North         East     Units Scale Factor Converg.
 CZ2242;SPC AZ C     -   192,215.256   220,204.850   MT  0.99990058   +0 02 22.2
 CZ2242;SPC AZ C     -   630,627.48    722,456.86   iFT  0.99990058   +0 02 22.2
 CZ2242;UTM  12      - 3,622,071.853   420,954.030   MT  0.99967704   -0 27 22.3
 CZ2242
 CZ2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2242!SPC AZ C     -   0.99993688  x   0.99990058  =   0.99983747
 CZ2242!UTM  12      -   0.99993688  x   0.99967704  =   0.99961394
 CZ2242
 CZ2242|---------------------------------------------------------------------|
 CZ2242| PID    Reference Object                     Distance      Geod. Az  |
 CZ2242|                                                           dddmmss.s |
 CZ2242| CH6250 Y 54 RM E                             8.834 METERS 08912     |
 CZ2242| CH6251 Y 54 RM S                             8.837 METERS 17918     |
 CZ2242| CZ2263 JACK                                APPROX. 8.5 KM 2102934.6 |
 CZ2242|---------------------------------------------------------------------|
 CZ2242
 CZ2242                          SUPERSEDED SURVEY CONTROL
 CZ2242
 CZ2242  NAD 83(1986)-  32 44 01.04177(N)    111 50 37.08399(W) AD(       ) 1
 CZ2242  NAD 27      -  32 44 00.83523(N)    111 50 34.61950(W) AD(       ) 1
 CZ2242  NGVD 29 (07/19/86)  431.79   (m)         1416.6    (f) LEVELING    3  
 CZ2242
 CZ2242.Superseded values are not recommended for survey control.
 CZ2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2242.See file dsdata.txt to determine how the superseded data were derived.
 CZ2242
 CZ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2095422072(NAD 83)
 CZ2242_MARKER: DD = SURVEY DISK
 CZ2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2242
 CZ2242  HISTORY     - Date     Condition        Report By
 CZ2242  HISTORY     - 1966     MONUMENTED       DMA
 CZ2242
 CZ2242                          STATION DESCRIPTION
 CZ2242
 CZ2242'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2242'T-8-S.  R-5-E.  IN SECTION 15 ABOUT 0.35 MILE SOUTH OF THE
 CZ2242'NORTHWEST CORNER.
 CZ2242'
 CZ2242'THE STATION MARK IS A CORP OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2242'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2242'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Y
 CZ2242'54 1966 ARMY MAP SERVICE.
 CZ2242'
 CZ2242'THE STATION MARK IS LOCATED 20 FEET EAST OF THE NORTH-SOUTH
 CZ2242'TRAIL.  ABOUT 50 FEET EAST OF THE ASSUMED NORTH-SOUTH SECTION
 CZ2242'LINE.  ABOUT 760 FEET NORTH OF THE 1/4 CORNER COMMON TO SECTION
 CZ2242'16 AND 15.
 CZ2242'
 CZ2242'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2242'AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2242'SOUTHWEST ON THE CHUICHU ROAD FOR 2.4 MILES TO A ROAD RIGHT.  TURN
 CZ2242'RIGHT AND GO WEST-SOUTHWEST FOR 3.3 MILES TO A CROSS TRAIL.  TURN
 CZ2242'RIGHT AND GO NORTH FOR 0.3 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2245 ***********************************************************************
 CZ2245  DESIGNATION -  Y 55
 CZ2245  PID         -  CZ2245
 CZ2245  STATE/COUNTY-  AZ/PINAL
 CZ2245  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2245
 CZ2245                         *CURRENT SURVEY CONTROL
 CZ2245  ___________________________________________________________________
 CZ2245* NAD 83(1992)-  32 43 08.73989(N)    111 50 38.22034(W)     ADJUSTED  
 CZ2245* NAVD 88     -       433.17   (+/-2cm)    1421.2    (feet)  VERTCON   
 CZ2245  ___________________________________________________________________
 CZ2245  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CZ2245  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ2245  HORZ ORDER  -  FIRST
 CZ2245  VERT ORDER  -  THIRD ? (See Below)
 CZ2245
 CZ2245.The horizontal coordinates were established by classical geodetic methods
 CZ2245.and adjusted by the National Geodetic Survey in August 1993.
 CZ2245
 CZ2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2245.The vertical order pertains to the NGVD 29 superseded value.
 CZ2245
 CZ2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2245
 CZ2245.The geoid height was determined by GEOID03.
 CZ2245
 CZ2245;                    North         East     Units Scale Factor Converg.
 CZ2245;SPC AZ C     -   190,604.015   220,176.369   MT  0.99990057   +0 02 21.5
 CZ2245;SPC AZ C     -   625,341.26    722,363.42   iFT  0.99990057   +0 02 21.5
 CZ2245;UTM  12      - 3,620,461.278   420,911.623   MT  0.99967713   -0 27 22.3
 CZ2245
 CZ2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2245!SPC AZ C     -   0.99993676  x   0.99990057  =   0.99983734
 CZ2245!UTM  12      -   0.99993676  x   0.99967713  =   0.99961391
 CZ2245
 CZ2245|---------------------------------------------------------------------|
 CZ2245| PID    Reference Object                     Distance      Geod. Az  |
 CZ2245|                                                           dddmmss.s |
 CZ2245| CH6252 Y 55 RM E                             8.836 METERS 08857     |
 CZ2245| CH6253 Y 55 RM S                             8.837 METERS 17858     |
 CZ2245| CZ2263 JACK                                APPROX. 7.2 KM 2164950.9 |
 CZ2245|---------------------------------------------------------------------|
 CZ2245
 CZ2245                          SUPERSEDED SURVEY CONTROL
 CZ2245
 CZ2245  NAD 83(1986)-  32 43 08.73343(N)    111 50 38.22030(W) AD(       ) 1
 CZ2245  NAD 27      -  32 43 08.52521(N)    111 50 35.75698(W) AD(       ) 1
 CZ2245  NGVD 29 (07/19/86)  432.57   (m)         1419.2    (f) LEVELING    3  
 CZ2245
 CZ2245.Superseded values are not recommended for survey control.
 CZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2245.See file dsdata.txt to determine how the superseded data were derived.
 CZ2245
 CZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2091220461(NAD 83)
 CZ2245_MARKER: DD = SURVEY DISK
 CZ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2245
 CZ2245  HISTORY     - Date     Condition        Report By
 CZ2245  HISTORY     - 1966     MONUMENTED       DMA
 CZ2245
 CZ2245                          STATION DESCRIPTION
 CZ2245
 CZ2245'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2245'T-8-S.  R-5-E.  IN SECTION 21 ABOUT 0.35 MILE SOUTH OF THE
 CZ2245'NORTHEAST CORNER.
 CZ2245'
 CZ2245'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2245'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2245'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Y
 CZ2245'55 1966 ARMY MAP SERVICE.
 CZ2245'
 CZ2245'THE STATION MARK IS LOCATED ABOUT 760 FEET NORTH OF THE 1/4
 CZ2245'CORNER COMMON TO SECTION 21 AND 22.  73 FEET SOUTHWEST OF THE
 CZ2245'INTERSECTING CENTERLINES OF NORTH-SOUTH TRAIL AND
 CZ2245'NORTHWEST-SOUTHEAST DRAIN.  225 FEET NORTHEAST OF THE SMALL WASH.
 CZ2245'
 CZ2245'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2245'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2245'ON THE CHUICHU ROAD FOR 2.4 MILES TO A ROAD RIGHT.  TURN RIGHT
 CZ2245'AND GO WEST-SOUTHWEST FOR 3.3 MILES TO CROSS TRAIL.  TURN LEFT AND
 CZ2245'GO SOUTH FOR 0.8 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0159 ***********************************************************************
 DV0159  DESIGNATION -  Y 56
 DV0159  PID         -  DV0159
 DV0159  STATE/COUNTY-  AZ/MARICOPA
 DV0159  USGS QUAD   -  NEW RIVER (1981)
 DV0159
 DV0159                         *CURRENT SURVEY CONTROL
 DV0159  ___________________________________________________________________
 DV0159* NAD 83(1986)-  33 56 49.     (N)    112 08 15.     (W)     SCALED    
 DV0159* NAVD 88     -       651.27   (+/-2cm)    2136.7    (feet)  VERTCON   
 DV0159  ___________________________________________________________________
 DV0159  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DV0159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0159
 DV0159.The horizontal coordinates were scaled from a topographic map and have
 DV0159.an estimated accuracy of +/- 6 seconds.
 DV0159
 DV0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0159.The vertical order pertains to the NGVD 29 superseded value.
 DV0159
 DV0159.The geoid height was determined by GEOID03.
 DV0159
 DV0159;                    North         East    Units  Estimated Accuracy
 DV0159;SPC AZ C     -   326,790.      192,950.      MT  (+/- 180 meters Scaled)
 DV0159
 DV0159                          SUPERSEDED SURVEY CONTROL
 DV0159
 DV0159  NGVD 29 (??/??/92)  650.640  (m)         2134.64   (f) ADJ UNCH    2 0
 DV0159
 DV0159.Superseded values are not recommended for survey control.
 DV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0159.See file dsdata.txt to determine how the superseded data were derived.
 DV0159
 DV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC948568(NAD 83)
 DV0159_MARKER: DB = BENCH MARK DISK
 DV0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0159_STAMPING: Y 56 1934
 DV0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0159+STABILITY: SURFACE MOTION
 DV0159
 DV0159  HISTORY     - Date     Condition        Report By
 DV0159  HISTORY     - 1934     MONUMENTED       CGS
 DV0159  HISTORY     - 1955     GOOD             NGS
 DV0159
 DV0159                          STATION DESCRIPTION
 DV0159
 DV0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV0159'3.1 MI N FROM NEW RIVER.
 DV0159'3.1 MILES NORTH ALONG STATE HIWAY 69 FROM NEW RIVER, 51 FEET WEST OF
 DV0159'THE WEST BANK OF NEW RIVER, 30 FEET EAST OF THE CENTERLINE OF THE
 DV0159'HIGHWAY, AND IN A SMALL FLAT STRIP OF LAND ALONG THE BANK OF THE
 DV0159'RIVER.  DISK SET IN A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN
 DV0159'REALIGNED AND WIDENED, AND THE OLD HIGHWAY IS NOT PASSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2246 ***********************************************************************
 CZ2246  DESIGNATION -  Y 56
 CZ2246  PID         -  CZ2246
 CZ2246  STATE/COUNTY-  AZ/PINAL
 CZ2246  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2246
 CZ2246                         *CURRENT SURVEY CONTROL
 CZ2246  ___________________________________________________________________
 CZ2246* NAD 83(1992)-  32 42 16.11675(N)    111 50 38.39065(W)     ADJUSTED  
 CZ2246* NAVD 88     -       441.53   (+/-2cm)    1448.6    (feet)  VERTCON   
 CZ2246  ___________________________________________________________________
 CZ2246  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 CZ2246  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ2246  HORZ ORDER  -  FIRST
 CZ2246  VERT ORDER  -  THIRD ? (See Below)
 CZ2246
 CZ2246.The horizontal coordinates were established by classical geodetic methods
 CZ2246.and adjusted by the National Geodetic Survey in August 1993.
 CZ2246
 CZ2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2246.The vertical order pertains to the NGVD 29 superseded value.
 CZ2246
 CZ2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2246
 CZ2246.The geoid height was determined by GEOID03.
 CZ2246
 CZ2246;                    North         East     Units Scale Factor Converg.
 CZ2246;SPC AZ C     -   188,983.098   220,173.045   MT  0.99990057   +0 02 21.3
 CZ2246;SPC AZ C     -   620,023.29    722,352.51   iFT  0.99990057   +0 02 21.3
 CZ2246;UTM  12      - 3,618,840.812   420,894.289   MT  0.99967716   -0 27 21.7
 CZ2246
 CZ2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2246!SPC AZ C     -   0.99993545  x   0.99990057  =   0.99983602
 CZ2246!UTM  12      -   0.99993545  x   0.99967716  =   0.99961263
 CZ2246
 CZ2246|---------------------------------------------------------------------|
 CZ2246| PID    Reference Object                     Distance      Geod. Az  |
 CZ2246|                                                           dddmmss.s |
 CZ2246| CH6254 Y 56 RM E                             8.838 METERS 08900     |
 CZ2246| CH6255 Y 56 RM S                             8.829 METERS 17857     |
 CZ2246| CZ2363 W 51X                               APPROX. 9.1 KM 3350252.8 |
 CZ2246|---------------------------------------------------------------------|
 CZ2246
 CZ2246                          SUPERSEDED SURVEY CONTROL
 CZ2246
 CZ2246  NAD 83(1986)-  32 42 16.11029(N)    111 50 38.39050(W) AD(       ) 1
 CZ2246  NAD 27      -  32 42 15.90028(N)    111 50 35.92851(W) AD(       ) 1
 CZ2246  NGVD 29 (07/19/86)  440.93   (m)         1446.6    (f) LEVELING    3  
 CZ2246
 CZ2246.Superseded values are not recommended for survey control.
 CZ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2246.See file dsdata.txt to determine how the superseded data were derived.
 CZ2246
 CZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2089418841(NAD 83)
 CZ2246_MARKER: DD = SURVEY DISK
 CZ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2246
 CZ2246  HISTORY     - Date     Condition        Report By
 CZ2246  HISTORY     - 1966     MONUMENTED       DMA
 CZ2246
 CZ2246                          STATION DESCRIPTION
 CZ2246
 CZ2246'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2246'T-8-S.  R-5-E.  IN SECTION 28 ABOUT 700 FEET NORTH OF THE 1/4
 CZ2246'CORNER.
 CZ2246'
 CZ2246'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2246'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2246'0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Y
 CZ2246'56 1966 ARMY MAP SERVICE.
 CZ2246'
 CZ2246'THE MARK IS LOCATED 250 FEET NORTH OF EAST-WEST WASH.  194 FEET
 CZ2246'NNW OF LOCUST TREE AND 89 FEET SOUTHEAST OF LOCUST TREE AT
 CZ2246'SOUTHWEST EDGE OF NORTHWEST-SOUTHEAST DRAIN.
 CZ2246'
 CZ2246'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2246'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2246'ON THE CHUICHU ROAD FOR 6.5 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2246'GO SOUTHWEST AND WEST FOR 1.2 MILES TO A TRAIL RIGHT.  TURN RIGHT
 CZ2246'AND GO NORTHWEST AND NORTH FOR 1.3 MILES TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0117 ***********************************************************************
 ET0117  DESIGNATION -  Y 57
 ET0117  PID         -  ET0117
 ET0117  STATE/COUNTY-  AZ/YAVAPAI
 ET0117  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0117
 ET0117                         *CURRENT SURVEY CONTROL
 ET0117  ___________________________________________________________________
 ET0117* NAD 83(1986)-  34 33 54.     (N)    112 16 55.     (W)     SCALED    
 ET0117* NAVD 88     -      1505.89   (+/-2cm)    4940.6    (feet)  VERTCON   
 ET0117  ___________________________________________________________________
 ET0117  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 ET0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0117
 ET0117.The horizontal coordinates were scaled from a topographic map and have
 ET0117.an estimated accuracy of +/- 6 seconds.
 ET0117
 ET0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0117.The vertical order pertains to the NGVD 29 superseded value.
 ET0117
 ET0117.The geoid height was determined by GEOID03.
 ET0117
 ET0117;                    North         East    Units  Estimated Accuracy
 ET0117;SPC AZ C     -   395,380.      179,840.      MT  (+/- 180 meters Scaled)
 ET0117
 ET0117                          SUPERSEDED SURVEY CONTROL
 ET0117
 ET0117  NGVD 29 (??/??/92) 1505.073  (m)         4937.89   (f) ADJ UNCH    2 0
 ET0117
 ET0117.Superseded values are not recommended for survey control.
 ET0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0117.See file dsdata.txt to determine how the superseded data were derived.
 ET0117
 ET0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD824255(NAD 83)
 ET0117_MARKER: DB = BENCH MARK DISK
 ET0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0117_STAMPING: Y 57 1934
 ET0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0117+STABILITY: SURFACE MOTION
 ET0117
 ET0117  HISTORY     - Date     Condition        Report By
 ET0117  HISTORY     - 1934     MONUMENTED       CGS
 ET0117  HISTORY     - 1973     GOOD             USGS
 ET0117  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 ET0117  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 ET0117
 ET0117                          STATION DESCRIPTION
 ET0117
 ET0117'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0117'10.8 MI E FROM PRESCOTT.
 ET0117'PRESCOTT, 3.9 MI. EAST ON STATE HIGHWAY 69 FROM THE JUNCTION OF US
 ET0117'HIGHWAY 89, THENCE 6.9 MILES EAST ON THE LYNX CREEK ROAD NEAR THE TOP
 ET0117'OF A LONG GRADE UP FROM THE PRESCOTT COUNTRY CLUB, 36 FT NORTH OF THE
 ET0117'CENTERLINE OF THE ROAD, A STANDARD DISC SET IN THE TOP OF A CONCRETE
 ET0117'POST PROJECTING 10 INCHES ABOVE GROUND.
 ET0117
 ET0117                          STATION RECOVERY (1997)
 ET0117
 ET0117'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0117'MARK NOT FOUND.
 ET0117
 ET0117                          STATION RECOVERY (2004)
 ET0117
 ET0117'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2241 ***********************************************************************
 CZ2241  DESIGNATION -  Y 57
 CZ2241  PID         -  CZ2241
 CZ2241  STATE/COUNTY-  AZ/PINAL
 CZ2241  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2241
 CZ2241                         *CURRENT SURVEY CONTROL
 CZ2241  ___________________________________________________________________
 CZ2241* NAD 83(1992)-  32 41 23.95381(N)    111 50 36.01317(W)     ADJUSTED  
 CZ2241* NAVD 88     -       459.07   (+/-2cm)    1506.1    (feet)  VERTCON   
 CZ2241  ___________________________________________________________________
 CZ2241  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CZ2241  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2241  HORZ ORDER  -  FIRST
 CZ2241  VERT ORDER  -  THIRD ? (See Below)
 CZ2241
 CZ2241.The horizontal coordinates were established by classical geodetic methods
 CZ2241.and adjusted by the National Geodetic Survey in August 1993.
 CZ2241
 CZ2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2241.The vertical order pertains to the NGVD 29 superseded value.
 CZ2241
 CZ2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2241
 CZ2241.The geoid height was determined by GEOID03.
 CZ2241
 CZ2241;                    North         East     Units Scale Factor Converg.
 CZ2241;SPC AZ C     -   187,376.406   220,236.072   MT  0.99990058   +0 02 22.6
 CZ2241;SPC AZ C     -   614,751.99    722,559.29   iFT  0.99990058   +0 02 22.6
 CZ2241;UTM  12      - 3,617,233.995   420,943.416   MT  0.99967706   -0 27 19.8
 CZ2241
 CZ2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2241!SPC AZ C     -   0.99993269  x   0.99990058  =   0.99983328
 CZ2241!UTM  12      -   0.99993269  x   0.99967706  =   0.99960977
 CZ2241
 CZ2241|---------------------------------------------------------------------|
 CZ2241| PID    Reference Object                     Distance      Geod. Az  |
 CZ2241|                                                           dddmmss.s |
 CZ2241| CH6256 Y 57 RM E                             8.829 METERS 08920     |
 CZ2241| CZ2226 AA 58X                              APPROX. 3.6 KM 1121024.5 |
 CZ2241| CH6257 Y 57 RM S                             8.836 METERS 17910     |
 CZ2241|---------------------------------------------------------------------|
 CZ2241
 CZ2241                          SUPERSEDED SURVEY CONTROL
 CZ2241
 CZ2241  NAD 83(1986)-  32 41 23.94733(N)    111 50 36.01288(W) AD(       ) 1
 CZ2241  NAD 27      -  32 41 23.73549(N)    111 50 33.55269(W) AD(       ) 1
 CZ2241  NGVD 29 (07/19/86)  458.48   (m)         1504.2    (f) LEVELING    3  
 CZ2241
 CZ2241.Superseded values are not recommended for survey control.
 CZ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2241.See file dsdata.txt to determine how the superseded data were derived.
 CZ2241
 CZ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2094317234(NAD 83)
 CZ2241_MARKER: DD = SURVEY DISK
 CZ2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2241
 CZ2241  HISTORY     - Date     Condition        Report By
 CZ2241  HISTORY     - 1966     MONUMENTED       DMA
 CZ2241
 CZ2241                          STATION DESCRIPTION
 CZ2241
 CZ2241'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2241'T-8-S.  R-5-E.  IN SECTION 34, 3400 FEET NORTH OF THE SOUTHWEST
 CZ2241'CORNER.
 CZ2241'
 CZ2241'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2241'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2241'0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Y
 CZ2241'57 1966 ARMY MAP SERVICE.
 CZ2241'
 CZ2241'THE STATION MARK IS LOCATED 50 FEET NORTHWEST OF A PALO VERDE
 CZ2241'TREE.  52 FEET EAST OF A SMALL DRAIN.  APPROX. 160 FEET EAST
 CZ2241'OF THE NORTH-SOUTH ASSUMED SECTION LINE.  APPROX. 700 FEET NORTH
 CZ2241'OF THE CENTERLINE OF EAST-WEST ROAD.
 CZ2241'
 CZ2241'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2241'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2241'ON THE CHUICHU ROAD FOR 6.5 MILES TO A ROAD RIGHT.  TURN RIGHT AND
 CZ2241'GO WEST-SOUTHWEST FOR 1.1 MILES TO A TRAIL NORTH.  TURN RIGHT AND
 CZ2241'GO NORTH FOR 0.1 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0762 ***********************************************************************
 DU0762  DESIGNATION -  Y 58
 DU0762  PID         -  DU0762
 DU0762  STATE/COUNTY-  AZ/PINAL
 DU0762  USGS QUAD   -  BLACKWATER (1981)
 DU0762
 DU0762                         *CURRENT SURVEY CONTROL
 DU0762  ___________________________________________________________________
 DU0762* NAD 83(1986)-  33 02 07.     (N)    111 31 28.     (W)     SCALED    
 DU0762* NAVD 88     -       428.27   (+/-2cm)    1405.1    (feet)  VERTCON   
 DU0762  ___________________________________________________________________
 DU0762  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DU0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0762
 DU0762.The horizontal coordinates were scaled from a topographic map and have
 DU0762.an estimated accuracy of +/- 6 seconds.
 DU0762
 DU0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0762.The vertical order pertains to the NGVD 29 superseded value.
 DU0762
 DU0762.The geoid height was determined by GEOID03.
 DU0762
 DU0762;                    North         East    Units  Estimated Accuracy
 DU0762;SPC AZ C     -   225,730.      250,000.      MT  (+/- 180 meters Scaled)
 DU0762
 DU0762                          SUPERSEDED SURVEY CONTROL
 DU0762
 DU0762  NGVD 29 (??/??/92)  427.751  (m)         1403.38   (f) ADJ UNCH    2 0
 DU0762
 DU0762.Superseded values are not recommended for survey control.
 DU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0762.See file dsdata.txt to determine how the superseded data were derived.
 DU0762
 DU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB510553(NAD 83)
 DU0762_MARKER: DB = BENCH MARK DISK
 DU0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0762_STAMPING: Y-58 1934
 DU0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0762+STABILITY: SURFACE MOTION
 DU0762
 DU0762  HISTORY     - Date     Condition        Report By
 DU0762  HISTORY     - 1934     MONUMENTED       CGS
 DU0762  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 DU0762
 DU0762                          STATION DESCRIPTION
 DU0762
 DU0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0762'0.6 MI N FROM POSTON.
 DU0762'0.6 MI NORTH ON S.P. RY.  11 FEET NORTH OF MILE POLE 958, 43 FEET WEST
 DU0762'OF THE CENTERLINE OF THE TRACK, AND 6 FEET EAST OF A FENCE LINE, IN
 DU0762'THE LINE OF TELEPHONE POLES.
 DU0762
 DU0762                          STATION RECOVERY (2007)
 DU0762
 DU0762'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0762'A CAREFUL SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2244 ***********************************************************************
 CZ2244  DESIGNATION -  Y 58
 CZ2244  PID         -  CZ2244
 CZ2244  STATE/COUNTY-  AZ/PINAL
 CZ2244  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2244
 CZ2244                         *CURRENT SURVEY CONTROL
 CZ2244  ___________________________________________________________________
 CZ2244* NAD 83(1992)-  32 40 31.62367(N)    111 50 38.15334(W)     ADJUSTED  
 CZ2244* NAVD 88     -       453.07   (+/-2cm)    1486.4    (feet)  VERTCON   
 CZ2244  ___________________________________________________________________
 CZ2244  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CZ2244  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2244  HORZ ORDER  -  FIRST
 CZ2244  VERT ORDER  -  THIRD ? (See Below)
 CZ2244
 CZ2244.The horizontal coordinates were established by classical geodetic methods
 CZ2244.and adjusted by the National Geodetic Survey in August 1993.
 CZ2244
 CZ2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2244.The vertical order pertains to the NGVD 29 superseded value.
 CZ2244
 CZ2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2244
 CZ2244.The geoid height was determined by GEOID03.
 CZ2244
 CZ2244;                    North         East     Units Scale Factor Converg.
 CZ2244;SPC AZ C     -   185,764.486   220,181.432   MT  0.99990057   +0 02 21.4
 CZ2244;SPC AZ C     -   609,463.54    722,380.03   iFT  0.99990057   +0 02 21.4
 CZ2244;UTM  12      - 3,615,622.967   420,874.867   MT  0.99967720   -0 27 20.3
 CZ2244
 CZ2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2244!SPC AZ C     -   0.99993363  x   0.99990057  =   0.99983421
 CZ2244!UTM  12      -   0.99993363  x   0.99967720  =   0.99961086
 CZ2244
 CZ2244:                Primary Azimuth Mark                     Grid Az
 CZ2244:SPC AZ C     -  AA 58X                                   086 00 01.1
 CZ2244:UTM  12      -  AA 58X                                   086 29 42.8
 CZ2244
 CZ2244|---------------------------------------------------------------------|
 CZ2244| PID    Reference Object                     Distance      Geod. Az  |
 CZ2244|                                                           dddmmss.s |
 CZ2244| CZ2226 AA 58X                              APPROX. 3.4 KM 0860222.5 |
 CZ2244| CH6258 Y 58 RM E                             8.835 METERS 08946     |
 CZ2244| CH6259 Y 58 RM S                             8.834 METERS 17944     |
 CZ2244|---------------------------------------------------------------------|
 CZ2244
 CZ2244                          SUPERSEDED SURVEY CONTROL
 CZ2244
 CZ2244  NAD 83(1986)-  32 40 31.61719(N)    111 50 38.15292(W) AD(       ) 1
 CZ2244  NAD 27      -  32 40 31.40394(N)    111 50 35.69398(W) AD(       ) 1
 CZ2244  NGVD 29 (07/19/86)  452.48   (m)         1484.5    (f) LEVELING    3  
 CZ2244
 CZ2244.Superseded values are not recommended for survey control.
 CZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2244.See file dsdata.txt to determine how the superseded data were derived.
 CZ2244
 CZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2087515623(NAD 83)
 CZ2244_MARKER: DD = SURVEY DISK
 CZ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2244
 CZ2244  HISTORY     - Date     Condition        Report By
 CZ2244  HISTORY     - 1966     MONUMENTED       DMA
 CZ2244
 CZ2244                          STATION DESCRIPTION
 CZ2244
 CZ2244'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2244'T-9-S.  R-5-E.  IN SECTION 3 ABOUT 0.4 MILE SOUTH OF THE NORTHWEST
 CZ2244'CORNER.
 CZ2244'
 CZ2244'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2244'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2244'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Y
 CZ2244'58 1966 ARMY MAP SERVICE.
 CZ2244'
 CZ2244'THE STATION MARK IS LOCATED ABOUT 710 FEET NORTH OF THE 1/4
 CZ2244'CORNER COMMON TO SECTION 4 AND 3.  68 FEET SOUTHEAST OF A VERY
 CZ2244'SMALL DRAIN.  SITE IS AT THE WEST END OF A TRAIL EAST-WEST.  50
 CZ2244'FEET EAST OF THE ASSUMED NORTH-SOUTH SECTION LINE.
 CZ2244'
 CZ2244'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2244'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2244'ON THE CHUICHU ROAD FOR 8.35 MILES TO A TRAIL RIGHT.  TURN RIGHT
 CZ2244'AND GO WEST FOR 0.2 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0447 ***********************************************************************
 CZ0447  DESIGNATION -  Y 59
 CZ0447  PID         -  CZ0447
 CZ0447  STATE/COUNTY-  AZ/PINAL
 CZ0447  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0447
 CZ0447                         *CURRENT SURVEY CONTROL
 CZ0447  ___________________________________________________________________
 CZ0447* NAD 83(1986)-  32 39 22.     (N)    111 02 21.     (W)     SCALED    
 CZ0447* NAVD 88     -       967.93   (+/-2cm)    3175.6    (feet)  VERTCON   
 CZ0447  ___________________________________________________________________
 CZ0447  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CZ0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0447
 CZ0447.The horizontal coordinates were scaled from a topographic map and have
 CZ0447.an estimated accuracy of +/- 6 seconds.
 CZ0447
 CZ0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0447.The vertical order pertains to the NGVD 29 superseded value.
 CZ0447
 CZ0447.The geoid height was determined by GEOID03.
 CZ0447
 CZ0447;                    North         East    Units  Estimated Accuracy
 CZ0447;SPC AZ C     -   183,960.      295,680.      MT  (+/- 180 meters Scaled)
 CZ0447
 CZ0447                          SUPERSEDED SURVEY CONTROL
 CZ0447
 CZ0447  NGVD 29 (??/??/92)  967.269  (m)         3173.45   (f) ADJ UNCH    2 0
 CZ0447
 CZ0447.Superseded values are not recommended for survey control.
 CZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0447.See file dsdata.txt to determine how the superseded data were derived.
 CZ0447
 CZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB963131(NAD 83)
 CZ0447_MARKER: DB = BENCH MARK DISK
 CZ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0447_STAMPING: Y 59 1934
 CZ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0447+STABILITY: SURFACE MOTION
 CZ0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0447+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 CZ0447
 CZ0447  HISTORY     - Date     Condition        Report By
 CZ0447  HISTORY     - 1934     MONUMENTED       CGS
 CZ0447  HISTORY     - 1962     GOOD             NGS
 CZ0447  HISTORY     - 1968     GOOD             NGS
 CZ0447  HISTORY     - 20070128 GOOD             GEOCAC
 CZ0447
 CZ0447                          STATION DESCRIPTION
 CZ0447
 CZ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CZ0447'9.05 MI NW FROM ORACLE JUNCTION.
 CZ0447'9.05 MILES NORTHWEST ALONG U.S. HIGHWAYS 80 AND 89 FROM ORACLE
 CZ0447'JUNCTION, 160 FEET EAST OF A NORTH-SOUTH FENCE LINE, 45.6 FEET WEST OF
 CZ0447'THE CENTER OF U.S. HIGHWAY 80, 2 FEET SOUTH OF A METAL WITNESS POST, A
 CZ0447'STANDARD DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 CZ0447'WHICH PROJECTS 4 INCHES. NOTE-- 9.4 MILES NORTH ALONG U.S. HWY. 80 AND
 CZ0447'89 AND STATE HWY. 789 FROM ORACLE JUNCTION.
 CZ0447
 CZ0447                          STATION RECOVERY (1968)
 CZ0447
 CZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CZ0447'RECOVERED IN GOOD CONDITION.
 CZ0447
 CZ0447                          STATION RECOVERY (2007)
 CZ0447
 CZ0447'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2247 ***********************************************************************
 CZ2247  DESIGNATION -  Y 59
 CZ2247  PID         -  CZ2247
 CZ2247  STATE/COUNTY-  AZ/PINAL
 CZ2247  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2247
 CZ2247                         *CURRENT SURVEY CONTROL
 CZ2247  ___________________________________________________________________
 CZ2247* NAD 83(1992)-  32 39 39.93996(N)    111 50 39.26452(W)     ADJUSTED  
 CZ2247* NAVD 88     -       470.99   (+/-2cm)    1545.2    (feet)  VERTCON   
 CZ2247  ___________________________________________________________________
 CZ2247  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CZ2247  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CZ2247  HORZ ORDER  -  FIRST
 CZ2247  VERT ORDER  -  THIRD ? (See Below)
 CZ2247
 CZ2247.The horizontal coordinates were established by classical geodetic methods
 CZ2247.and adjusted by the National Geodetic Survey in August 1993.
 CZ2247
 CZ2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2247.The vertical order pertains to the NGVD 29 superseded value.
 CZ2247
 CZ2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2247
 CZ2247.The geoid height was determined by GEOID03.
 CZ2247
 CZ2247;                    North         East     Units Scale Factor Converg.
 CZ2247;SPC AZ C     -   184,172.500   220,153.571   MT  0.99990057   +0 02 20.7
 CZ2247;SPC AZ C     -   604,240.49    722,288.62   iFT  0.99990057   +0 02 20.7
 CZ2247;UTM  12      - 3,614,031.637   420,833.268   MT  0.99967728   -0 27 20.3
 CZ2247
 CZ2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2247!SPC AZ C     -   0.99993082  x   0.99990057  =   0.99983140
 CZ2247!UTM  12      -   0.99993082  x   0.99967728  =   0.99960812
 CZ2247
 CZ2247|---------------------------------------------------------------------|
 CZ2247| PID    Reference Object                     Distance      Geod. Az  |
 CZ2247|                                                           dddmmss.s |
 CZ2247| CH6260 Y 59 RM E                             8.838 METERS 08846     |
 CZ2247| CH6261 Y 59 RM S                             8.835 METERS 17834     |
 CZ2247| CZ2263 JACK                                APPROX. 4.3 KM 2790903.7 |
 CZ2247|---------------------------------------------------------------------|
 CZ2247
 CZ2247                          SUPERSEDED SURVEY CONTROL
 CZ2247
 CZ2247  NAD 83(1986)-  32 39 39.93344(N)    111 50 39.26396(W) AD(       ) 1
 CZ2247  NAD 27      -  32 39 39.71848(N)    111 50 36.80601(W) AD(       ) 1
 CZ2247  NGVD 29 (07/19/86)  470.40   (m)         1543.3    (f) LEVELING    3  
 CZ2247
 CZ2247.Superseded values are not recommended for survey control.
 CZ2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2247.See file dsdata.txt to determine how the superseded data were derived.
 CZ2247
 CZ2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2083314032(NAD 83)
 CZ2247_MARKER: DD = SURVEY DISK
 CZ2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2247
 CZ2247  HISTORY     - Date     Condition        Report By
 CZ2247  HISTORY     - 1966     MONUMENTED       DMA
 CZ2247
 CZ2247                          STATION DESCRIPTION
 CZ2247
 CZ2247'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2247'T-9-S.  R-5-E.  IN SECTION 9 ABOUT 0.35 MILE SOUTH OF THE
 CZ2247'NORTHEAST CORNER.
 CZ2247'
 CZ2247'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2247'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2247'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2247'STAMPED--Y 59 1966 ARMY MAP SERVICE.
 CZ2247'
 CZ2247'THE STATION MARK IS LOCATED ABOUT 50 FEET WEST OF THE ASSUMED
 CZ2247'NORTH-SOUTH SECTION LINE.  135 FEET SOUTHEAST OF 3 SAGUARO CACTUS IN
 CZ2247'THE NORTHEAST-SOUTHWEST WASH.  87 FEET EAST-NORTHEAST OF 3
 CZ2247'CACTUS (SAGUARO).
 CZ2247'
 CZ2247'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2247'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA
 CZ2247'GO SOUTHWEST ON THE CHUICHU ROAD FOR 8.5 MILES TO A ROAD LEFT.
 CZ2247'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.3 MILE TO A ROAD FORK.  TAKE
 CZ2247'RIGHT FORK AND GO SOUTHWEST THENCE SOUTH FOR 0.4 MILE TO A
 CZ2247'TRAIL RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.2 MILE TO THE
 CZ2247'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0102 ***********************************************************************
 FR0102  DESIGNATION -  Y 60
 FR0102  PID         -  FR0102
 FR0102  STATE/COUNTY-  AZ/COCONINO
 FR0102  USGS QUAD   -  HOWARD MESA (1989)
 FR0102
 FR0102                         *CURRENT SURVEY CONTROL
 FR0102  ___________________________________________________________________
 FR0102* NAD 83(1986)-  35 24 54.     (N)    112 10 25.     (W)     SCALED    
 FR0102* NAVD 88     -      1933.837  (meters)    6344.60   (feet)  POSTED    
 FR0102  ___________________________________________________________________
 FR0102  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FR0102  DYNAMIC HT  -        1931.190 (meters)    6335.91  (feet)  COMP
 FR0102  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 FR0102
 FR0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0102
 FR0102.The horizontal coordinates were scaled from a topographic map and have
 FR0102.an estimated accuracy of +/- 6 seconds.
 FR0102
 FR0102.The orthometric height was determined by differential leveling
 FR0102.and adjusted by the  in 1992.
 FR0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0102.rate of 0.0 thru 1.0 mm/km.
 FR0102
 FR0102.The geoid height was determined by GEOID03.
 FR0102
 FR0102.The dynamic height is computed by dividing the NAVD 88
 FR0102.geopotential number by the normal gravity value computed on the
 FR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0102.degrees latitude (g = 980.6199 gals.).
 FR0102
 FR0102.The modeled gravity was interpolated from observed gravity values.
 FR0102
 FR0102;                    North         East    Units  Estimated Accuracy
 FR0102;SPC AZ C     -   489,640.      190,030.      MT  (+/- 180 meters Scaled)
 FR0102
 FR0102                          SUPERSEDED SURVEY CONTROL
 FR0102
 FR0102  NGVD 29 (??/??/92) 1932.888  (m)         6341.48   (f) ADJ UNCH    2 0
 FR0102
 FR0102.Superseded values are not recommended for survey control.
 FR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0102.See file dsdata.txt to determine how the superseded data were derived.
 FR0102
 FR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE934196(NAD 83)
 FR0102_MARKER: DB = BENCH MARK DISK
 FR0102_SETTING: 80 = SET IN A BOULDER
 FR0102_SP_SET: BOULDER
 FR0102_STAMPING: Y 60 1934
 FR0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0102+STABILITY: SURFACE MOTION
 FR0102
 FR0102  HISTORY     - Date     Condition        Report By
 FR0102  HISTORY     - 1934     MONUMENTED       CGS
 FR0102  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FR0102
 FR0102                          STATION DESCRIPTION
 FR0102
 FR0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0102'12.5 MI N FROM WILLIAMS.
 FR0102'12.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0102'THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 3-1/2 POLES SOUTH OF
 FR0102'MILEPOST 12, ABOUT 54 YARDS NORTH OF A CURVE, 22 FEET EAST OF THE
 FR0102'CENTER LINE OF THE TRACK, AND IN THE TOP OF A LAVA BOULDER.  A
 FR0102'STANDARD DISK, STAMPED Y 60 1934.
 FR0102
 FR0102                          STATION RECOVERY (1987)
 FR0102
 FR0102'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 FR0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0361 ***********************************************************************
 FQ0361  DESIGNATION -  Y 61
 FQ0361  PID         -  FQ0361
 FQ0361  STATE/COUNTY-  AZ/COCONINO
 FQ0361  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0361
 FQ0361                         *CURRENT SURVEY CONTROL
 FQ0361  ___________________________________________________________________
 FQ0361* NAD 83(1986)-  35 58 24.     (N)    111 58 54.     (W)     SCALED    
 FQ0361* NAVD 88     -      2278.097  (meters)    7474.06   (feet)  POSTED    
 FQ0361  ___________________________________________________________________
 FQ0361  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FQ0361  DYNAMIC HT  -        2274.960 (meters)    7463.76  (feet)  COMP
 FQ0361  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 FQ0361
 FQ0361  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0361
 FQ0361.The horizontal coordinates were scaled from a topographic map and have
 FQ0361.an estimated accuracy of +/- 6 seconds.
 FQ0361
 FQ0361.The orthometric height was determined by differential leveling
 FQ0361.and adjusted by the  in 1992.
 FQ0361.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0361.rate of 0.0 thru 1.0 mm/km.
 FQ0361
 FQ0361.The geoid height was determined by GEOID03.
 FQ0361
 FQ0361.The dynamic height is computed by dividing the NAVD 88
 FQ0361.geopotential number by the normal gravity value computed on the
 FQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0361.degrees latitude (g = 980.6199 gals.).
 FQ0361
 FQ0361.The modeled gravity was interpolated from observed gravity values.
 FQ0361
 FQ0361;                    North         East    Units  Estimated Accuracy
 FQ0361;SPC AZ C     -   551,560.      207,500.      MT  (+/- 180 meters Scaled)
 FQ0361
 FQ0361                          SUPERSEDED SURVEY CONTROL
 FQ0361
 FQ0361  NGVD 29 (??/??/92) 2277.032  (m)         7470.56   (f) ADJ UNCH    2 0
 FQ0361
 FQ0361.Superseded values are not recommended for survey control.
 FQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0361.See file dsdata.txt to determine how the superseded data were derived.
 FQ0361
 FQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE114814(NAD 83)
 FQ0361_MARKER: DB = BENCH MARK DISK
 FQ0361_SETTING: 80 = SET IN A BOULDER
 FQ0361_SP_SET: BOULDER
 FQ0361_STAMPING: Y 61 1934
 FQ0361_MARK LOGO: CGS   
 FQ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0361+STABILITY: SURFACE MOTION
 FQ0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0361+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1958
 FQ0361
 FQ0361  HISTORY     - Date     Condition        Report By
 FQ0361  HISTORY     - 1934     MONUMENTED       CGS
 FQ0361  HISTORY     - 1955     GOOD             NGS
 FQ0361  HISTORY     - 19581208 GOOD             USGS
 FQ0361  HISTORY     - 20060812 GOOD             GEOCAC
 FQ0361
 FQ0361                          STATION DESCRIPTION
 FQ0361
 FQ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0361'12.6 MI E FROM GRAND CANYON.
 FQ0361'ABOUT 12.6 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 FQ0361'GRAND CANYON, COCONINO COUNTY, ABOUT 1.4 MILES EAST OF THE JUNCTION
 FQ0361'WITH THE ROAD LEADING TO GRANDVIEW POINT, 11 FEET NORTH OF A DIM ROAD
 FQ0361'LEADING WEST INTO A DRAW, 83 FEET SOUTH OF THE CENTER LINE OF THE
 FQ0361'HIGHWAY, AT THE BASE OF A SMALL PINE TREE, AND IN THE TOP OF A
 FQ0361'LIMESTONE BOULDER.  A STANDARD DISK, STAMPED Y 61 1934.
 FQ0361
 FQ0361                          STATION RECOVERY (1955)
 FQ0361
 FQ0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0361'RECOVERED IN GOOD CONDITION.
 FQ0361
 FQ0361                          STATION RECOVERY (1958)
 FQ0361
 FQ0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FQ0361'RECOVERED IN GOOD CONDITION.
 FQ0361
 FQ0361                          STATION RECOVERY (2006)
 FQ0361
 FQ0361'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FQ0361'THE SMALL PINE TREE IS NOW A LARGE STUMP AND FALLEN LOG.
 FQ0361' 
 FQ0361'TO REACH - APPROX. 0.7 MILES WEST FROM THE INTERSECTION OF 64 AND
 FQ0361'COCONINO RIM RD., AND ABOUT 83 FEET SOUTH OF THE CENTERLINE OF THE
 FQ0361'HIGHWAY IN THE TOP OF A LIMESTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0162 ***********************************************************************
 GP0162  DESIGNATION -  Y 62 RESET
 GP0162  PID         -  GP0162
 GP0162  STATE/COUNTY-  AZ/COCONINO
 GP0162  USGS QUAD   -  MOENKOPI (1969)
 GP0162
 GP0162                         *CURRENT SURVEY CONTROL
 GP0162  ___________________________________________________________________
 GP0162* NAD 83(1986)-  36 06 35.     (N)    111 13 16.     (W)     SCALED    
 GP0162* NAVD 88     -      1456.97   (meters)    4780.1    (feet)  RESET     
 GP0162  ___________________________________________________________________
 GP0162  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GP0162  VERT ORDER  -  THIRD
 GP0162
 GP0162.The horizontal coordinates were scaled from a topographic map and have
 GP0162.an estimated accuracy of +/- 6 seconds.
 GP0162
 GP0162.The orthometric height was computed from unverified reset data.
 GP0162
 GP0162.The geoid height was determined by GEOID03.
 GP0162
 GP0162;                    North         East    Units  Estimated Accuracy
 GP0162;SPC AZ C     -   566,910.      275,980.      MT  (+/- 180 meters Scaled)
 GP0162
 GP0162                          SUPERSEDED SURVEY CONTROL
 GP0162
 GP0162.No superseded survey control is available for this station.
 GP0162
 GP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE800961(NAD 83)
 GP0162_MARKER: DB = BENCH MARK DISK
 GP0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0162_SP_SET: WALL
 GP0162_STAMPING: Y 62 RESET 1971
 GP0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0162
 GP0162  HISTORY     - Date     Condition        Report By
 GP0162  HISTORY     - 1971     MONUMENTED       NGS
 GP0162  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0162
 GP0162                          STATION DESCRIPTION
 GP0162
 GP0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GP0162'1.9 MI S FROM TUBA CITY.
 GP0162'1.9 MILES SOUTH OF TUBA CITY AT MOENKOPI DAY SCHOOL.  SET IN A DRILL
 GP0162'HOLE IN TOP OF THE NORTHWEST END OF A 4 FOOT CONCRETE WALL.  AT THE
 GP0162'SOUTH SIDE OF SCHOOL NEAR TEACHERS QUARTERS.
 GP0162
 GP0162                          STATION RECOVERY (1983)
 GP0162
 GP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0128 ***********************************************************************
 FQ0128  DESIGNATION -  Y 63
 FQ0128  PID         -  FQ0128
 FQ0128  STATE/COUNTY-  AZ/NAVAJO
 FQ0128  USGS QUAD   -  HOTEVILLA (1991)
 FQ0128
 FQ0128                         *CURRENT SURVEY CONTROL
 FQ0128  ___________________________________________________________________
 FQ0128* NAD 83(1986)-  35 56 04.     (N)    110 40 23.     (W)     SCALED    
 FQ0128* NAVD 88     -      1878.138  (meters)    6161.86   (feet)  ADJUSTED  
 FQ0128  ___________________________________________________________________
 FQ0128  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 FQ0128  DYNAMIC HT  -        1875.679 (meters)    6153.79  (feet)  COMP
 FQ0128  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 FQ0128
 FQ0128  VERT ORDER  -  SECOND    CLASS 0
 FQ0128
 FQ0128.The horizontal coordinates were scaled from a topographic map and have
 FQ0128.an estimated accuracy of +/- 6 seconds.
 FQ0128
 FQ0128.The orthometric height was determined by differential leveling
 FQ0128.and adjusted in June 1991.
 FQ0128
 FQ0128.The geoid height was determined by GEOID03.
 FQ0128
 FQ0128.The dynamic height is computed by dividing the NAVD 88
 FQ0128.geopotential number by the normal gravity value computed on the
 FQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0128.degrees latitude (g = 980.6199 gals.).
 FQ0128
 FQ0128.The modeled gravity was interpolated from observed gravity values.
 FQ0128
 FQ0128;                    North         East    Units  Estimated Accuracy
 FQ0128;SPC AZ E     -   547,360.      167,670.      MT  (+/- 180 meters Scaled)
 FQ0128
 FQ0128                          SUPERSEDED SURVEY CONTROL
 FQ0128
 FQ0128  NGVD 29 (??/??/92) 1877.210  (m)         6158.81   (f) ADJ UNCH    2 0
 FQ0128
 FQ0128.Superseded values are not recommended for survey control.
 FQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0128.See file dsdata.txt to determine how the superseded data were derived.
 FQ0128
 FQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE294767(NAD 83)
 FQ0128_MARKER: DB = BENCH MARK DISK
 FQ0128_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0128_SP_SET: SANDSTONE OUTCROP
 FQ0128_STAMPING: Y 63 1934
 FQ0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0128+STABILITY: POSITION/ELEVATION WELL
 FQ0128
 FQ0128  HISTORY     - Date     Condition        Report By
 FQ0128  HISTORY     - 1934     MONUMENTED       CGS
 FQ0128  HISTORY     - 19860522 MARK NOT FOUND   USGS
 FQ0128
 FQ0128                          STATION DESCRIPTION
 FQ0128
 FQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0128'7.2 MI NW FROM ORAIBI.
 FQ0128'7.2 MILES NORTHWEST ALONG THE TUBA CITY ROAD FROM ORAIBI, NAVAJO
 FQ0128'COUNTY, 1.5 MILES NORTHWEST OF HOTEVILLA, 13 FEET EAST OF A ROCK
 FQ0128'CLIFF, 41 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 FQ0128'ROCK MOUND, AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK,
 FQ0128'STAMPED Y 63 1934.
 FQ0128
 FQ0128                          STATION RECOVERY (1986)
 FQ0128
 FQ0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KLC)
 FQ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0014 ***********************************************************************
 FQ0014  DESIGNATION -  Y 64
 FQ0014  PID         -  FQ0014
 FQ0014  STATE/COUNTY-  AZ/NAVAJO
 FQ0014  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0014
 FQ0014                         *CURRENT SURVEY CONTROL
 FQ0014  ___________________________________________________________________
 FQ0014* NAD 83(1986)-  35 47 54.     (N)    110 10 24.     (W)     SCALED    
 FQ0014* NAVD 88     -      1984.093  (meters)    6509.48   (feet)  ADJUSTED  
 FQ0014  ___________________________________________________________________
 FQ0014  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FQ0014  DYNAMIC HT  -        1981.427 (meters)    6500.73  (feet)  COMP
 FQ0014  MODELED GRAV-     979,218.2   (mgal)                       NAVD 88
 FQ0014
 FQ0014  VERT ORDER  -  SECOND    CLASS 0
 FQ0014
 FQ0014.The horizontal coordinates were scaled from a topographic map and have
 FQ0014.an estimated accuracy of +/- 6 seconds.
 FQ0014
 FQ0014.The orthometric height was determined by differential leveling
 FQ0014.and adjusted in June 1991.
 FQ0014.WARNING-Repeat measurements at this control monument indicate possible
 FQ0014.vertical movement.
 FQ0014
 FQ0014.The geoid height was determined by GEOID03.
 FQ0014
 FQ0014.The dynamic height is computed by dividing the NAVD 88
 FQ0014.geopotential number by the normal gravity value computed on the
 FQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0014.degrees latitude (g = 980.6199 gals.).
 FQ0014
 FQ0014.The modeled gravity was interpolated from observed gravity values.
 FQ0014
 FQ0014;                    North         East    Units  Estimated Accuracy
 FQ0014;SPC AZ E     -   532,140.      212,760.      MT  (+/- 180 meters Scaled)
 FQ0014
 FQ0014                          SUPERSEDED SURVEY CONTROL
 FQ0014
 FQ0014  NGVD 29 (??/??/92) 1983.141  (m)         6506.36   (f) ADJ UNCH    2 0
 FQ0014
 FQ0014.Superseded values are not recommended for survey control.
 FQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0014.See file dsdata.txt to determine how the superseded data were derived.
 FQ0014
 FQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE746618(NAD 83)
 FQ0014_MARKER: DB = BENCH MARK DISK
 FQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0014_STAMPING: Y 64 1934
 FQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0014+STABILITY: SURFACE MOTION
 FQ0014
 FQ0014  HISTORY     - Date     Condition        Report By
 FQ0014  HISTORY     - 1934     MONUMENTED       CGS
 FQ0014  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0014
 FQ0014                          STATION DESCRIPTION
 FQ0014
 FQ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0014'2.3 MI SE FROM KEAMS CANYON.
 FQ0014'2.3 MILES SOUTHEAST ALONG THE GANADO ROAD FORM THE POST OFFICE AT
 FQ0014'KEAMS CANYON, NAVAJO COUNTY, 65 YARDS NORTHEAST OF THE CENTER  OF THE
 FQ0014'INTERSECTION OF THE HOLBROOK-KEAMS CANYON ROAD, 50 FEET NORTH OF THE
 FQ0014'CENTERLINE OF THE HOLBROOK-KEAMS CANYON ROAD, AND 32 FEET SOUTHEAST OF
 FQ0014'THE CENTERLINE OF THE ROAD LEADING TO GANADO.  A STANDARD DISK,
 FQ0014'STAMPED Y 64 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FQ0014'FOOT ABOVE GROUND.  NOTE-- THE AREA WAS CLEARED OF BRUSH AND THE BENCH
 FQ0014'MARK MAY HAVE BEEN DESTROYED AT THAT TIME.
 FQ0014
 FQ0014                          STATION RECOVERY (1965)
 FQ0014
 FQ0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0208 ***********************************************************************
 ER0208  DESIGNATION -  Y 66
 ER0208  PID         -  ER0208
 ER0208  STATE/COUNTY-  AZ/APACHE
 ER0208  USGS QUAD   -  SPRINGERVILLE (1969)
 ER0208
 ER0208                         *CURRENT SURVEY CONTROL
 ER0208  ___________________________________________________________________
 ER0208* NAD 83(1986)-  34 09 04.     (N)    109 15 05.     (W)     SCALED    
 ER0208* NAVD 88     -      2204.148  (meters)    7231.44   (feet)  ADJUSTED  
 ER0208  ___________________________________________________________________
 ER0208  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ER0208  DYNAMIC HT  -        2200.713 (meters)    7220.17  (feet)  COMP
 ER0208  MODELED GRAV-     978,998.2   (mgal)                       NAVD 88
 ER0208
 ER0208  VERT ORDER  -  SECOND    CLASS 0
 ER0208
 ER0208.The horizontal coordinates were scaled from a topographic map and have
 ER0208.an estimated accuracy of +/- 6 seconds.
 ER0208
 ER0208.The orthometric height was determined by differential leveling
 ER0208.and adjusted in June 1991.
 ER0208
 ER0208.The geoid height was determined by GEOID03.
 ER0208
 ER0208.The dynamic height is computed by dividing the NAVD 88
 ER0208.geopotential number by the normal gravity value computed on the
 ER0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0208.degrees latitude (g = 980.6199 gals.).
 ER0208
 ER0208.The modeled gravity was interpolated from observed gravity values.
 ER0208
 ER0208;                    North         East    Units  Estimated Accuracy
 ER0208;SPC AZ E     -   349,790.      297,760.      MT  (+/- 180 meters Scaled)
 ER0208
 ER0208                          SUPERSEDED SURVEY CONTROL
 ER0208
 ER0208  NGVD 29 (??/??/92) 2203.180  (m)         7228.27   (f) ADJ UNCH    2 0
 ER0208
 ER0208.Superseded values are not recommended for survey control.
 ER0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0208.See file dsdata.txt to determine how the superseded data were derived.
 ER0208
 ER0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC612802(NAD 83)
 ER0208_MARKER: DB = BENCH MARK DISK
 ER0208_SETTING: 66 = SET IN ROCK OUTCROP
 ER0208_SP_SET: MALPAIS OUTCROP
 ER0208_STAMPING: Y-66 1934
 ER0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0208+STABILITY: POSITION/ELEVATION WELL
 ER0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0208+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 ER0208
 ER0208  HISTORY     - Date     Condition        Report By
 ER0208  HISTORY     - 1934     MONUMENTED       CGS
 ER0208  HISTORY     - 1969     MARK NOT FOUND   USGS
 ER0208  HISTORY     - 20040308 GOOD             GEOCAC
 ER0208
 ER0208                          STATION DESCRIPTION
 ER0208
 ER0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0208'2.8 MI E FROM SPRINGERVILLE.
 ER0208'ON US HWY NO. 60, AT A POINT WHERE THE HIGHWAY LEVELS OFF ON TOP OF
 ER0208'THE MESA, 110 FEET NORTHWEST OF A HIGHWAY RT. OF WAY POST, 15 FEET
 ER0208'NORTH OF A FENCE LINE, AND 60 FEET NORTH OF THE CENTERLINE OF THE
 ER0208'HIGHWAY.  SET IN A MALPAIS OUTCROP.
 ER0208
 ER0208                          STATION RECOVERY (1969)
 ER0208
 ER0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 ER0208'MARK NOT FOUND.
 ER0208
 ER0208                          STATION RECOVERY (2004)
 ER0208
 ER0208'RECOVERY NOTE BY GEOCACHING 2004 (SBU)
 ER0208'MARK IS ON *OLD* US HWY 60.  CIVILIAN GPS COORDINATES 34* 09.079N 109*
 ER0208'15.083W
 ER0208'
 ER0208'US HWY 60 WAS MOVED 2 MILES SOUTH OF THIS POINT AFTER THE 1934
 ER0208'DESCRIPTION.  RIGHT OF WAY POST AND FENCE ARE NO LONGER THERE.
 ER0208'
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0294 ***********************************************************************
 DU0294  DESIGNATION -  Y 67
 DU0294  PID         -  DU0294
 DU0294  STATE/COUNTY-  AZ/PINAL
 DU0294  USGS QUAD   -  HAYDEN (1964)
 DU0294
 DU0294                         *CURRENT SURVEY CONTROL
 DU0294  ___________________________________________________________________
 DU0294* NAD 83(1986)-  33 00 46.     (N)    110 50 10.     (W)     SCALED    
 DU0294* NAVD 88     -       575.99   (+/-2cm)    1889.7    (feet)  VERTCON   
 DU0294  ___________________________________________________________________
 DU0294  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DU0294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0294
 DU0294.The horizontal coordinates were scaled from a topographic map and have
 DU0294.an estimated accuracy of +/- 6 seconds.
 DU0294
 DU0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0294.The vertical order pertains to the NGVD 29 superseded value.
 DU0294
 DU0294.The geoid height was determined by GEOID03.
 DU0294
 DU0294;                    North         East    Units  Estimated Accuracy
 DU0294;SPC AZ C     -   223,690.      314,320.      MT  (+/- 180 meters Scaled)
 DU0294
 DU0294                          SUPERSEDED SURVEY CONTROL
 DU0294
 DU0294  NGVD 29 (??/??/92)  575.376  (m)         1887.71   (f) ADJ UNCH    2 0
 DU0294
 DU0294.Superseded values are not recommended for survey control.
 DU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0294.See file dsdata.txt to determine how the superseded data were derived.
 DU0294
 DU0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB153527(NAD 83)
 DU0294_MARKER: DB = BENCH MARK DISK
 DU0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0294_STAMPING: Y 67 1934
 DU0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0294+STABILITY: SURFACE MOTION
 DU0294
 DU0294  HISTORY     - Date     Condition        Report By
 DU0294  HISTORY     - 1934     MONUMENTED       CGS
 DU0294  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU0294
 DU0294                          STATION DESCRIPTION
 DU0294
 DU0294'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DU0294'4.5 MI NW FROM WINKELMAN.
 DU0294'4.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DU0294'WINKELMAN, 4.0 MILES SOUTHEAST OF BRANAMAN, 1.0 MILE NORTHWEST OF
 DU0294'HAYDEN JUNCTION, 13 FEET EAST OF MILEPOST 999, AT THE WEST END OF A
 DU0294'SWITCH, AND 12 FEET NORTH OF THE CENTER LINE OF THE TRACK.  SET IN THE
 DU0294'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1077 ***********************************************************************
 CZ1077  DESIGNATION -  Y 68
 CZ1077  PID         -  CZ1077
 CZ1077  STATE/COUNTY-  AZ/PINAL
 CZ1077  USGS QUAD   -  ELOY NORTH (1992)
 CZ1077
 CZ1077                         *CURRENT SURVEY CONTROL
 CZ1077  ___________________________________________________________________
 CZ1077* NAD 83(1986)-  32 50 01.     (N)    111 30 38.     (W)     SCALED    
 CZ1077* NAVD 88     -       458.812  (meters)    1505.29   (feet)  ADJUSTED  
 CZ1077  ___________________________________________________________________
 CZ1077  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CZ1077  DYNAMIC HT  -         458.239 (meters)    1503.41  (feet)  COMP
 CZ1077  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 CZ1077
 CZ1077  VERT ORDER  -  FIRST     CLASS II
 CZ1077
 CZ1077.The horizontal coordinates were scaled from a topographic map and have
 CZ1077.an estimated accuracy of +/- 6 seconds.
 CZ1077
 CZ1077.The orthometric height was determined by differential leveling
 CZ1077.and adjusted in November 1993.
 CZ1077
 CZ1077.The geoid height was determined by GEOID03.
 CZ1077
 CZ1077.The dynamic height is computed by dividing the NAVD 88
 CZ1077.geopotential number by the normal gravity value computed on the
 CZ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1077.degrees latitude (g = 980.6199 gals.).
 CZ1077
 CZ1077.The modeled gravity was interpolated from observed gravity values.
 CZ1077
 CZ1077;                    North         East    Units  Estimated Accuracy
 CZ1077;SPC AZ C     -   203,370.      251,380.      MT  (+/- 180 meters Scaled)
 CZ1077
 CZ1077                          SUPERSEDED SURVEY CONTROL
 CZ1077
 CZ1077  NGVD 29 (??/??/92)  458.780  (m)         1505.18   (f) ADJ UNCH    1 2
 CZ1077
 CZ1077.Superseded values are not recommended for survey control.
 CZ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1077.See file dsdata.txt to determine how the superseded data were derived.
 CZ1077
 CZ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB522329(NAD 83)
 CZ1077_MARKER: DB = BENCH MARK DISK
 CZ1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1077_SP_SET: CONCRETE POST
 CZ1077_STAMPING: Y 68 1934
 CZ1077_MARK LOGO: CGS   
 CZ1077_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1077+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1077
 CZ1077  HISTORY     - Date     Condition        Report By
 CZ1077  HISTORY     - 1934     MONUMENTED       CGS
 CZ1077  HISTORY     - 1967     GOOD             NGS
 CZ1077  HISTORY     - 19920103 GOOD             NGS
 CZ1077  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1077
 CZ1077                          STATION DESCRIPTION
 CZ1077
 CZ1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1077'8.5 MI N FROM PICACHO.
 CZ1077'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1077'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 7.5 MILES NORTH ALONG
 CZ1077'THE SOUTHERN PACIFIC RAILROAD, IN SECTION 10, T 7 S, R 8 E, 5 POLES
 CZ1077'SOUTH OF A CROSSING OF THE RAILROAD AND A ROAD, 43 FEET WEST OF THE
 CZ1077'WEST RAIL OF THE TRACK, 5 FEET EAST OF A FENCE, 2 1/2 FEET SOUTHWEST
 CZ1077'OF MILEPOST 972, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET
 CZ1077'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CZ1077'PROJECTING 2 INCHES.
 CZ1077
 CZ1077                          STATION RECOVERY (1992)
 CZ1077
 CZ1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1077'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1077'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1077'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1077'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 11.0 KM (6.85 MI)
 CZ1077'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.25 KM (0.15 MI)
 CZ1077'SOUTH OF THE INTERSECTION OF CORNMAN ROAD, 13.2 M (43.3 FT) WEST OF
 CZ1077'THE NEAR RAIL, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.8 M
 CZ1077'(2.6 FT) SOUTHWEST OF RAILROAD MILEPOST 972, 0.4 M (1.3 FT) NORTH OF
 CZ1077'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 CZ1077'GROUND SURFACE.
 CZ1077
 CZ1077                          STATION RECOVERY (2007)
 CZ1077
 CZ1077'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0238 ***********************************************************************
 DT0238  DESIGNATION -  Y 69
 DT0238  PID         -  DT0238
 DT0238  STATE/COUNTY-  AZ/GREENLEE
 DT0238  USGS QUAD   -  STRAYHORSE (1991)
 DT0238
 DT0238                         *CURRENT SURVEY CONTROL
 DT0238  ___________________________________________________________________
 DT0238* NAD 83(1986)-  33 33 52.     (N)    109 21 12.     (W)     SCALED    
 DT0238* NAVD 88     -      2800.494  (meters)    9187.95   (feet)  ADJUSTED  
 DT0238  ___________________________________________________________________
 DT0238  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 DT0238  DYNAMIC HT  -        2795.727 (meters)    9172.31  (feet)  COMP
 DT0238  MODELED GRAV-     978,831.9   (mgal)                       NAVD 88
 DT0238
 DT0238  VERT ORDER  -  SECOND    CLASS 0
 DT0238
 DT0238.The horizontal coordinates were scaled from a topographic map and have
 DT0238.an estimated accuracy of +/- 6 seconds.
 DT0238
 DT0238.The orthometric height was determined by differential leveling
 DT0238.and adjusted in June 1991.
 DT0238
 DT0238.The geoid height was determined by GEOID03.
 DT0238
 DT0238.The dynamic height is computed by dividing the NAVD 88
 DT0238.geopotential number by the normal gravity value computed on the
 DT0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0238.degrees latitude (g = 980.6199 gals.).
 DT0238
 DT0238.The modeled gravity was interpolated from observed gravity values.
 DT0238
 DT0238;                    North         East    Units  Estimated Accuracy
 DT0238;SPC AZ E     -   284,640.      288,870.      MT  (+/- 180 meters Scaled)
 DT0238
 DT0238                          SUPERSEDED SURVEY CONTROL
 DT0238
 DT0238  NGVD 29 (??/??/92) 2799.293  (m)         9184.01   (f) ADJ UNCH    2 0
 DT0238
 DT0238.Superseded values are not recommended for survey control.
 DT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0238.See file dsdata.txt to determine how the superseded data were derived.
 DT0238
 DT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC528150(NAD 83)
 DT0238_MARKER: DB = BENCH MARK DISK
 DT0238_SETTING: 66 = SET IN ROCK OUTCROP
 DT0238_SP_SET: ROCK LEDGE
 DT0238_STAMPING: Y-69 1934
 DT0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0238+STABILITY: POSITION/ELEVATION WELL
 DT0238
 DT0238  HISTORY     - Date     Condition        Report By
 DT0238  HISTORY     - 1934     MONUMENTED       CGS
 DT0238  HISTORY     - 1958     GOOD             USGS
 DT0238
 DT0238                          STATION DESCRIPTION
 DT0238
 DT0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0238'32.0 MI S FROM ALPINE.
 DT0238'32.0 MI SOUTH ON STATE HWY NO.71 ABOUT 7.9 MI SOUTH OF HANNIGAN
 DT0238'MEADOWS, 0.3 MI SOUTH OF THE NORTH BOUNDARY OF CROOK NATL. FOREST,
 DT0238'WHERE THE ROAD MAKES A HORSE-SHOE BEND AT THE EDGE OF THE RIM, 30 FEET
 DT0238'SOUTHWEST OF A SIGN MARKED 9800 FT, AND 40 FEET SOUTH OF THE
 DT0238'CENTERLINE OF THE HIGHWAY.  SET IN LARGE ROCK LEDGE THAT PROJECTS FROM
 DT0238'THE SIDE OF THE MOUNTAIN.
 DT0238
 DT0238                          STATION RECOVERY (1958)
 DT0238
 DT0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0234 ***********************************************************************
 DB0234  DESIGNATION -  Y 7
 DB0234  PID         -  DB0234
 DB0234  STATE/COUNTY-  AZ/YUMA
 DB0234  USGS QUAD   -  YUMA EAST (1994)
 DB0234
 DB0234                         *CURRENT SURVEY CONTROL
 DB0234  ___________________________________________________________________
 DB0234* NAD 83(1986)-  32 40 31.     (N)    114 31 18.     (W)     SCALED    
 DB0234* NAVD 88     -        65.316  (meters)     214.29   (feet)  ADJUSTED  
 DB0234  ___________________________________________________________________
 DB0234  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB0234  DYNAMIC HT  -          65.240 (meters)     214.04  (feet)  COMP
 DB0234  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 DB0234
 DB0234  VERT ORDER  -  FIRST     CLASS II
 DB0234
 DB0234.The horizontal coordinates were scaled from a topographic map and have
 DB0234.an estimated accuracy of +/- 6 seconds.
 DB0234
 DB0234.The orthometric height was determined by differential leveling
 DB0234.and adjusted in June 1991.
 DB0234
 DB0234.The geoid height was determined by GEOID03.
 DB0234
 DB0234.The dynamic height is computed by dividing the NAVD 88
 DB0234.geopotential number by the normal gravity value computed on the
 DB0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0234.degrees latitude (g = 980.6199 gals.).
 DB0234
 DB0234.The modeled gravity was interpolated from observed gravity values.
 DB0234
 DB0234;                    North         East    Units  Estimated Accuracy
 DB0234;SPC AZ W     -   186,010.      140,990.      MT  (+/- 180 meters Scaled)
 DB0234
 DB0234                          SUPERSEDED SURVEY CONTROL
 DB0234
 DB0234  NGVD 29 (??/??/??)   64.620  (m)          212.01   (f) ADJUSTED    1 2
 DB0234
 DB0234.Superseded values are not recommended for survey control.
 DB0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0234.See file dsdata.txt to determine how the superseded data were derived.
 DB0234
 DB0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS323180(NAD 83)
 DB0234_MARKER: DB = BENCH MARK DISK
 DB0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0234_STAMPING: 211.847 Y 7 1927
 DB0234_MARK LOGO: CGS   
 DB0234_PROJECTION: PROJECTING 10 CENTIMETERS
 DB0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0234+STABILITY: SURFACE MOTION
 DB0234
 DB0234  HISTORY     - Date     Condition        Report By
 DB0234  HISTORY     - 1927     MONUMENTED       CGS
 DB0234  HISTORY     - 1960     GOOD             NGS
 DB0234  HISTORY     - 1981     GOOD             NGS
 DB0234  HISTORY     - 1981     GOOD             NGS
 DB0234  HISTORY     - 19950524 GOOD             USPSQD
 DB0234
 DB0234                          STATION DESCRIPTION
 DB0234
 DB0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DB0234'AT ARABY.
 DB0234'7.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DB0234'FROM THE STATION AT YUMA, YUMA COUNTY, AT ARABY, 38-1/2 FEET
 DB0234'NORTH OF THE SEVENTH POLE EAST OF MILEPOST 740, 3-1/2 RAILS
 DB0234'WEST OF THE CENTER OF A HIGHWAY CROSSING, 80 FEET NORTH OF THE
 DB0234'CENTERLINE OF THE TRACK, 1-1/2 FEET NORTH OF THE SOUTHEAST
 DB0234'CORNER OF THE FENCE SURROUNDING THE SECTION FOREMANS HOUSE,
 DB0234'AND 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, SET IN THE
 DB0234'TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE
 DB0234'GROUND.  NOTE-- FROM THIS MARK THE LINE DIVERGES FROM THE
 DB0234'PREVIOUS LEVELING ALONG THE RAILROAD OF THE SOUTHERN PACIFIC
 DB0234'COMPANY AND FOLLOWS ALONG THE ROUTING OF U.S. HIGHWAY 80
 DB0234'(INTERSTATE HIGHWAY 8) OVER TELEGRAPH PASS TO LIGURTA.
 DB0234
 DB0234                          STATION RECOVERY (1981)
 DB0234
 DB0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0234'12.2 KM (7.6 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0234'THE STATION IN YUMA, 21.4 M (70.0 FT) NORTHWEST OF THE NORTHWEST
 DB0234'CORNER OF A RAILROAD BRIDGE OVER ARABY ROAD, 24.1 M (79.0 FT) NORTH OF
 DB0234'THE NORTH RAIL, 12.6 M (41.3 FT) WEST OF THE NORTH END OF A CHAIN
 DB0234'LINK FENCE.
 DB0234'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0234'THE MARK IS 0.9 M BELOW THE TRACKS.
 DB0234
 DB0234                          STATION RECOVERY (1981)
 DB0234
 DB0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0234'12.2 KM (7.6 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DB0234'THE STATION IN YUMA, 21.4 M (70.0 FT) NORTHWEST OF THE NORTHWEST
 DB0234'CORNER OF A RAILROAD BRIDGE OVER ARABY ROAD, 24.1 M (79.0 FT) NORTH OF
 DB0234'THE NORTH RAIL, 12.6 M (41.3 FT) WEST OF THE NORTH END OF A CHAIN
 DB0234'LINK FENCE.
 DB0234'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DB0234'THE MARK IS 0.9 M BELOW THE TRACKS.
 DB0234
 DB0234                          STATION RECOVERY (1995)
 DB0234
 DB0234'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0148 ***********************************************************************
 FQ0148  DESIGNATION -  Y 70
 FQ0148  PID         -  FQ0148
 FQ0148  STATE/COUNTY-  AZ/NAVAJO
 FQ0148  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0148
 FQ0148                         *CURRENT SURVEY CONTROL
 FQ0148  ___________________________________________________________________
 FQ0148* NAD 83(1986)-  35 36 34.     (N)    110 46 50.     (W)     SCALED    
 FQ0148* NAVD 88     -      1556.391  (meters)    5106.26   (feet)  ADJUSTED  
 FQ0148  ___________________________________________________________________
 FQ0148  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FQ0148  DYNAMIC HT  -        1554.385 (meters)    5099.68  (feet)  COMP
 FQ0148  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 FQ0148
 FQ0148  VERT ORDER  -  SECOND    CLASS 0
 FQ0148
 FQ0148.The horizontal coordinates were scaled from a topographic map and have
 FQ0148.an estimated accuracy of +/- 6 seconds.
 FQ0148
 FQ0148.The orthometric height was determined by differential leveling
 FQ0148.and adjusted in June 1991.
 FQ0148
 FQ0148.The geoid height was determined by GEOID03.
 FQ0148
 FQ0148.The dynamic height is computed by dividing the NAVD 88
 FQ0148.geopotential number by the normal gravity value computed on the
 FQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0148.degrees latitude (g = 980.6199 gals.).
 FQ0148
 FQ0148.The modeled gravity was interpolated from observed gravity values.
 FQ0148
 FQ0148;                    North         East    Units  Estimated Accuracy
 FQ0148;SPC AZ E     -   511,360.      157,740.      MT  (+/- 180 meters Scaled)
 FQ0148
 FQ0148                          SUPERSEDED SURVEY CONTROL
 FQ0148
 FQ0148  NGVD 29 (??/??/92) 1555.578  (m)         5103.59   (f) ADJ UNCH    2 0
 FQ0148
 FQ0148.Superseded values are not recommended for survey control.
 FQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0148.See file dsdata.txt to determine how the superseded data were derived.
 FQ0148
 FQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE198406(NAD 83)
 FQ0148_MARKER: DB = BENCH MARK DISK
 FQ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0148_STAMPING: Y 70 1934
 FQ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0148+STABILITY: SURFACE MOTION
 FQ0148
 FQ0148  HISTORY     - Date     Condition        Report By
 FQ0148  HISTORY     - 1934     MONUMENTED       CGS
 FQ0148  HISTORY     - 1955     GOOD             NGS
 FQ0148
 FQ0148                          STATION DESCRIPTION
 FQ0148
 FQ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0148'21.5 MI SW FROM ORAIBI.
 FQ0148'ABUT 21.5 MILES SOUTHWEST ALONG THE HIGHWAY TOWARD LEUPP FROM THE POST
 FQ0148'OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 0.4 MILE NORTHEAST OF A LARGE
 FQ0148'SANDSTONE BLUFF, ABOUT 0.3 MILE SOUTHWEST OF A SMALL CUT, 52 FEET WEST
 FQ0148'OF THE CENTER LINE OF THE HIGHWAY, AND 63 FEET EAST OF A DRAINAGE
 FQ0148'DITCH AND DIKE.  A STANDARD DISK, STAMPED Y 70 1934 AND SET IN THE TOP
 FQ0148'OF A CONCRETE POST.
 FQ0148
 FQ0148                          STATION RECOVERY (1955)
 FQ0148
 FQ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0327 ***********************************************************************
 FP0327  DESIGNATION -  Y 72
 FP0327  PID         -  FP0327
 FP0327  STATE/COUNTY-  AZ/APACHE
 FP0327  USGS QUAD   -  BIG WILLOW SPRING CA (1972)
 FP0327
 FP0327                         *CURRENT SURVEY CONTROL
 FP0327  ___________________________________________________________________
 FP0327* NAD 83(1986)-  35 45 18.     (N)    109 53 52.     (W)     SCALED    
 FP0327* NAVD 88     -      1944.259  (meters)    6378.79   (feet)  ADJUSTED  
 FP0327  ___________________________________________________________________
 FP0327  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FP0327  DYNAMIC HT  -        1941.641 (meters)    6370.20  (feet)  COMP
 FP0327  MODELED GRAV-     979,217.1   (mgal)                       NAVD 88
 FP0327
 FP0327  VERT ORDER  -  SECOND    CLASS 0
 FP0327
 FP0327.The horizontal coordinates were scaled from a topographic map and have
 FP0327.an estimated accuracy of +/- 6 seconds.
 FP0327
 FP0327.The orthometric height was determined by differential leveling
 FP0327.and adjusted in June 1991.
 FP0327
 FP0327.The geoid height was determined by GEOID03.
 FP0327
 FP0327.The dynamic height is computed by dividing the NAVD 88
 FP0327.geopotential number by the normal gravity value computed on the
 FP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0327.degrees latitude (g = 980.6199 gals.).
 FP0327
 FP0327.The modeled gravity was interpolated from observed gravity values.
 FP0327
 FP0327;                    North         East    Units  Estimated Accuracy
 FP0327;SPC AZ E     -   527,370.      237,680.      MT  (+/- 180 meters Scaled)
 FP0327
 FP0327                          SUPERSEDED SURVEY CONTROL
 FP0327
 FP0327  NGVD 29 (??/??/92) 1943.309  (m)         6375.67   (f) ADJ UNCH    2 0
 FP0327
 FP0327.Superseded values are not recommended for survey control.
 FP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0327.See file dsdata.txt to determine how the superseded data were derived.
 FP0327
 FP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE996573(NAD 83)
 FP0327_MARKER: DB = BENCH MARK DISK
 FP0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0327_STAMPING: Y 72 1934
 FP0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0327+STABILITY: SURFACE MOTION
 FP0327
 FP0327  HISTORY     - Date     Condition        Report By
 FP0327  HISTORY     - 1934     MONUMENTED       CGS
 FP0327  HISTORY     - 1972     MARK NOT FOUND   USGS
 FP0327
 FP0327                          STATION DESCRIPTION
 FP0327
 FP0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0327'23.7 MI E FROM KEAMS CANYON.
 FP0327'IN APACHE COUNTY, 23.7 MILES EAST ALONG THE GANADO ROAD FROM KEAMS
 FP0327'CANYON, NAVAJO COUNTY, 24.7 MILES WEST OF GANADO, APACHE COUNTY, 60
 FP0327'FEET NORTHEAST OF A DIM ROAD LEADING SOUTHWEST TO AN INDIAN HOGAN ON
 FP0327'THE SOUTH SIDE OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE
 FP0327'KEAMS CANYON-GANADO ROAD, 17 FEET EAST OF A 10-FOOT GATE IN A FENCE,
 FP0327'AND 3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED Y 72 1934 AND
 FP0327'SET IN THE TOP OF A CONCRETE POST.
 FP0327
 FP0327                          STATION RECOVERY (1972)
 FP0327
 FP0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FP0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0346 ***********************************************************************
 DT0346  DESIGNATION -  Y 74
 DT0346  PID         -  DT0346
 DT0346  STATE/COUNTY-  AZ/GREENLEE
 DT0346  USGS QUAD   -  MITCHELL PEAK (1989)
 DT0346
 DT0346                         *CURRENT SURVEY CONTROL
 DT0346  ___________________________________________________________________
 DT0346* NAD 83(1986)-  33 08 37.     (N)    109 22 21.     (W)     SCALED    
 DT0346* NAVD 88     -      1557.877  (meters)    5111.13   (feet)  ADJUSTED  
 DT0346  ___________________________________________________________________
 DT0346  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 DT0346  DYNAMIC HT  -        1555.539 (meters)    5103.46  (feet)  COMP
 DT0346  MODELED GRAV-     979,082.4   (mgal)                       NAVD 88
 DT0346
 DT0346  VERT ORDER  -  SECOND    CLASS 0
 DT0346
 DT0346.The horizontal coordinates were scaled from a topographic map and have
 DT0346.an estimated accuracy of +/- 6 seconds.
 DT0346
 DT0346.The orthometric height was determined by differential leveling
 DT0346.and adjusted in June 1991.
 DT0346
 DT0346.The geoid height was determined by GEOID03.
 DT0346
 DT0346.The dynamic height is computed by dividing the NAVD 88
 DT0346.geopotential number by the normal gravity value computed on the
 DT0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0346.degrees latitude (g = 980.6199 gals.).
 DT0346
 DT0346.The modeled gravity was interpolated from observed gravity values.
 DT0346
 DT0346;                    North         East    Units  Estimated Accuracy
 DT0346;SPC AZ E     -   237,960.      287,450.      MT  (+/- 180 meters Scaled)
 DT0346
 DT0346                          SUPERSEDED SURVEY CONTROL
 DT0346
 DT0346  NGVD 29 (??/??/92) 1557.058  (m)         5108.45   (f) ADJ UNCH    2 0
 DT0346
 DT0346.Superseded values are not recommended for survey control.
 DT0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0346.See file dsdata.txt to determine how the superseded data were derived.
 DT0346
 DT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB517683(NAD 83)
 DT0346_MARKER: DB = BENCH MARK DISK
 DT0346_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0346_SP_SET: UNSPECIFIED ROCK
 DT0346_STAMPING: Y-74 1934
 DT0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0346
 DT0346  HISTORY     - Date     Condition        Report By
 DT0346  HISTORY     - 1934     MONUMENTED       CGS
 DT0346
 DT0346                          STATION DESCRIPTION
 DT0346
 DT0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0346'9.0 MI N FROM CLIFTON.
 DT0346'9.0 MI NORTH ON STATE HWY NO. 71, FROM P.O.  ABOUT 5.2 MI SOUTH OF
 DT0346'CHERRY LODGE, 42 FEET WEST OF THE CREEK, 74 FEET NORTH OF A CONCRETE
 DT0346'CULVERT, AND 38 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DT0346'STAND. DISK SET IN A FLAT ROCK ABOUT 4 FEET BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0371 ***********************************************************************
 CG0371  DESIGNATION -  Y 75
 CG0371  PID         -  CG0371
 CG0371  STATE/COUNTY-  AZ/PIMA
 CG0371  USGS QUAD   -  AMADO (1981)
 CG0371
 CG0371                         *CURRENT SURVEY CONTROL
 CG0371  ___________________________________________________________________
 CG0371* NAD 83(1986)-  31 44 36.     (N)    111 02 02.     (W)     SCALED    
 CG0371* NAVD 88     -       917.72   (+/-2cm)    3010.9    (feet)  VERTCON   
 CG0371  ___________________________________________________________________
 CG0371  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CG0371  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0371
 CG0371.The horizontal coordinates were scaled from a topographic map and have
 CG0371.an estimated accuracy of +/- 6 seconds.
 CG0371
 CG0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0371.The vertical order pertains to the NGVD 29 superseded value.
 CG0371
 CG0371.The geoid height was determined by GEOID03.
 CG0371
 CG0371;                    North         East    Units  Estimated Accuracy
 CG0371;SPC AZ C     -    82,750.      297,000.      MT  (+/- 180 meters Scaled)
 CG0371
 CG0371                          SUPERSEDED SURVEY CONTROL
 CG0371
 CG0371  NGVD 29 (??/??/92)  916.926  (m)         3008.28   (f) ADJ UNCH    1 2
 CG0371
 CG0371.Superseded values are not recommended for survey control.
 CG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0371.See file dsdata.txt to determine how the superseded data were derived.
 CG0371
 CG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA967119(NAD 83)
 CG0371_MARKER: DB = BENCH MARK DISK
 CG0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0371_STAMPING: Y 75 1934
 CG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0371+STABILITY: SURFACE MOTION
 CG0371
 CG0371  HISTORY     - Date     Condition        Report By
 CG0371  HISTORY     - 1934     MONUMENTED       CGS
 CG0371  HISTORY     - 1953     GOOD             NGS
 CG0371
 CG0371                          STATION DESCRIPTION
 CG0371
 CG0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0371'2.8 MI N FROM AMADO.
 CG0371'2.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0371'WATER TANK AT AMADO, 0.1 MILE SOUTH OF BRIDGE 1018.40, 38 FEET SOUTH
 CG0371'OF THE CENTER OF THE CROSSING OF A DIRT ROAD, 22 1/2 FEET SOUTH OF THE
 CG0371'CENTER LINE OF THE ROAD, 21.7 FEET EAST OF THE EAST RAIL, 1.6 FEET
 CG0371'WEST OF A 4- BY 4-INCH POST AND A STEEL POST, 3.7 FEET NORTH OF A
 CG0371'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, 1 1/2 FEET
 CG0371'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0313 ***********************************************************************
 CG0313  DESIGNATION -  Y 76
 CG0313  PID         -  CG0313
 CG0313  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0313  USGS QUAD   -  PATAGONIA (1981)
 CG0313
 CG0313                         *CURRENT SURVEY CONTROL
 CG0313  ___________________________________________________________________
 CG0313* NAD 83(1986)-  31 30 20.     (N)    110 48 25.     (W)     SCALED    
 CG0313* NAVD 88     -      1192.84   (+/-2cm)    3913.5    (feet)  VERTCON   
 CG0313  ___________________________________________________________________
 CG0313  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CG0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0313
 CG0313.The horizontal coordinates were scaled from a topographic map and have
 CG0313.an estimated accuracy of +/- 6 seconds.
 CG0313
 CG0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0313.The vertical order pertains to the NGVD 29 superseded value.
 CG0313
 CG0313.The geoid height was determined by GEOID03.
 CG0313
 CG0313;                    North         East    Units  Estimated Accuracy
 CG0313;SPC AZ C     -    56,580.      318,770.      MT  (+/- 180 meters Scaled)
 CG0313
 CG0313                          SUPERSEDED SURVEY CONTROL
 CG0313
 CG0313  NGVD 29 (??/??/92) 1191.946  (m)         3910.58   (f) ADJ UNCH    2 0
 CG0313
 CG0313.Superseded values are not recommended for survey control.
 CG0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0313.See file dsdata.txt to determine how the superseded data were derived.
 CG0313
 CG0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV183856(NAD 83)
 CG0313_MARKER: DB = BENCH MARK DISK
 CG0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0313_STAMPING: Y 76 1934
 CG0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0313+STABILITY: SURFACE MOTION
 CG0313
 CG0313  HISTORY     - Date     Condition        Report By
 CG0313  HISTORY     - 1934     MONUMENTED       CGS
 CG0313  HISTORY     - 1976     GOOD             USGS
 CG0313
 CG0313                          STATION DESCRIPTION
 CG0313
 CG0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0313'4.5 MI SW FROM PATAGONIA.
 CG0313'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE SOUTHERN PACIFIC
 CG0313'CO. RAILROAD STATION AT PATAGONIA, SANTA CRUZ COUNTY, 0.5 MILE EAST OF
 CG0313'THE ENTRANCE TO CIRCLE Z RANCH, 25 FEET SOUTH OF THE SOUTH END OF A
 CG0313'CATTLEGUARD, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3
 CG0313'FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED Y 76 1934
 CG0313'AND SET IN THE TOP OF A CONCRETE POST.
 CG0313
 CG0313                          STATION RECOVERY (1976)
 CG0313
 CG0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0313'4.4 MI SW ALONG STATE HWY. 82 FROM POST OFFICE IN PATAGONIA. 0.1 MI
 CG0313'SW. OF SOUTH END OF ROADSIDE PARK ENTRANCE. ABOVE NORTH CUT BANK.
 CG0313'ABOUT 100 FT NW. OF CENTERLINE OF HWY, 28 FT E. OF SMALL N.-S. DRAIN,
 CG0313'ON TOP OF CONCRETE POST. NGS DISK STAMPED Y 76 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0165 ***********************************************************************
 CG0165  DESIGNATION -  Y 77
 CG0165  PID         -  CG0165
 CG0165  STATE/COUNTY-  AZ/COCHISE
 CG0165  USGS QUAD   -  TOMBSTONE (1978)
 CG0165
 CG0165                         *CURRENT SURVEY CONTROL
 CG0165  ___________________________________________________________________
 CG0165* NAD 83(1986)-  31 42 41.     (N)    110 04 03.     (W)     SCALED    
 CG0165* NAVD 88     -      1384.63   (+/-2cm)    4542.7    (feet)  VERTCON   
 CG0165  ___________________________________________________________________
 CG0165  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CG0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0165
 CG0165.The horizontal coordinates were scaled from a topographic map and have
 CG0165.an estimated accuracy of +/- 6 seconds.
 CG0165
 CG0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0165.The vertical order pertains to the NGVD 29 superseded value.
 CG0165
 CG0165.The geoid height was determined by GEOID03.
 CG0165
 CG0165;                    North         East    Units  Estimated Accuracy
 CG0165;SPC AZ E     -    78,870.      222,760.      MT  (+/- 180 meters Scaled)
 CG0165
 CG0165                          SUPERSEDED SURVEY CONTROL
 CG0165
 CG0165  NGVD 29 (??/??/92) 1383.779  (m)         4539.95   (f) ADJ UNCH    2 0
 CG0165
 CG0165.Superseded values are not recommended for survey control.
 CG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0165.See file dsdata.txt to determine how the superseded data were derived.
 CG0165
 CG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA883088(NAD 83)
 CG0165_MARKER: DB = BENCH MARK DISK
 CG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0165_STAMPING: Y 77 1934
 CG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0165+STABILITY: SURFACE MOTION
 CG0165
 CG0165  HISTORY     - Date     Condition        Report By
 CG0165  HISTORY     - 1934     MONUMENTED       CGS
 CG0165  HISTORY     - 1935     GOOD             NGS
 CG0165  HISTORY     - 20000323 MARK NOT FOUND   NGS
 CG0165  HISTORY     - 20070504 MARK NOT FOUND   GEOCAC
 CG0165
 CG0165                          STATION DESCRIPTION
 CG0165
 CG0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0165'IN TOMBSTONE.
 CG0165'AT TOMBSTONE, COCHISE COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 CG0165'145 FEET WEST OF THE STATION, 30 FEET NORTH OF THE CENTERLINE OF THE
 CG0165'MAIN TRACK, AND 15 FEET WEST OF A TELEPHONE POLE.  A STANDARD DISK,
 CG0165'STAMPED Y 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CG0165
 CG0165                          STATION RECOVERY (2000)
 CG0165
 CG0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 CG0165'OLD RAILROAD STATION IS NOW LIBRARY.  TRACKS ARE GONE, BUT ALIGNMENT
 CG0165'CAN BE SEEN.
 CG0165
 CG0165                          STATION RECOVERY (2007)
 CG0165
 CG0165'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 CG0165'DID NOT FIND THE MARK. THE TELEPHONE POLE WAS NOT FOUND AND WEST OF
 CG0165'THE LIBRARY IS A BUILDING THAT WAS CONSTRUCTED AFTER 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0132 ***********************************************************************
 CG0132  DESIGNATION -  Y 78
 CG0132  PID         -  CG0132
 CG0132  STATE/COUNTY-  AZ/COCHISE
 CG0132  USGS QUAD   -  LAND (1973)
 CG0132
 CG0132                         *CURRENT SURVEY CONTROL
 CG0132  ___________________________________________________________________
 CG0132* NAD 83(1986)-  31 45 06.     (N)    110 12 39.     (W)     SCALED    
 CG0132* NAVD 88     -      1179.50   (+/-2cm)    3869.7    (feet)  VERTCON   
 CG0132  ___________________________________________________________________
 CG0132  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CG0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0132
 CG0132.The horizontal coordinates were scaled from a topographic map and have
 CG0132.an estimated accuracy of +/- 6 seconds.
 CG0132
 CG0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0132.The vertical order pertains to the NGVD 29 superseded value.
 CG0132
 CG0132.The geoid height was determined by GEOID03.
 CG0132
 CG0132;                    North         East    Units  Estimated Accuracy
 CG0132;SPC AZ E     -    83,330.      209,180.      MT  (+/- 180 meters Scaled)
 CG0132
 CG0132                          SUPERSEDED SURVEY CONTROL
 CG0132
 CG0132  NGVD 29 (??/??/92) 1178.707  (m)         3867.14   (f) ADJ UNCH    2 0
 CG0132
 CG0132.Superseded values are not recommended for survey control.
 CG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0132.See file dsdata.txt to determine how the superseded data were derived.
 CG0132
 CG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA747131(NAD 83)
 CG0132_MARKER: DB = BENCH MARK DISK
 CG0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0132_SP_SET: BRIDGE
 CG0132_STAMPING: Y 78 1934
 CG0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0132
 CG0132  HISTORY     - Date     Condition        Report By
 CG0132  HISTORY     - 1934     MONUMENTED       CGS
 CG0132
 CG0132                          STATION DESCRIPTION
 CG0132
 CG0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0132'1.8 MI SE FROM BOQUILLAS.
 CG0132'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0132'STATION AT BOQUILLAS, COCHISE COUNTY, 110 FEET NORTHEAST OF MILEPOST
 CG0132'1045, AT CONCRETE BRIDGE 1045.00, IN THE TOP OF THE NORTHEAST
 CG0132'HEADWALL, 35 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 8 FEET
 CG0132'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 78 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0177 ***********************************************************************
 CF0177  DESIGNATION -  Y 79
 CF0177  PID         -  CF0177
 CF0177  STATE/COUNTY-  AZ/COCHISE
 CF0177  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0177
 CF0177                         *CURRENT SURVEY CONTROL
 CF0177  ___________________________________________________________________
 CF0177* NAD 83(1986)-  31 48 58.     (N)    109 41 40.     (W)     SCALED    
 CF0177* NAVD 88     -      1296.65   (+/-2cm)    4254.1    (feet)  VERTCON   
 CF0177  ___________________________________________________________________
 CF0177  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CF0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0177
 CF0177.The horizontal coordinates were scaled from a topographic map and have
 CF0177.an estimated accuracy of +/- 6 seconds.
 CF0177
 CF0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0177.The vertical order pertains to the NGVD 29 superseded value.
 CF0177
 CF0177.The geoid height was determined by GEOID03.
 CF0177
 CF0177;                    North         East    Units  Estimated Accuracy
 CF0177;SPC AZ E     -    90,580.      258,070.      MT  (+/- 180 meters Scaled)
 CF0177
 CF0177                          SUPERSEDED SURVEY CONTROL
 CF0177
 CF0177  NGVD 29 (??/??/92) 1295.829  (m)         4251.40   (f) ADJ UNCH    2 0
 CF0177
 CF0177.Superseded values are not recommended for survey control.
 CF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0177.See file dsdata.txt to determine how the superseded data were derived.
 CF0177
 CF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA235207(NAD 83)
 CF0177_MARKER: DB = BENCH MARK DISK
 CF0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0177_STAMPING: Y 79 1934
 CF0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0177+STABILITY: SURFACE MOTION
 CF0177
 CF0177  HISTORY     - Date     Condition        Report By
 CF0177  HISTORY     - 1934     MONUMENTED       CGS
 CF0177  HISTORY     - 1957     MARK NOT FOUND   NGS
 CF0177  HISTORY     - 1980     MARK NOT FOUND   NGS
 CF0177
 CF0177                          STATION DESCRIPTION
 CF0177
 CF0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CF0177'9.2 MI N FROM ELFRIDA.
 CF0177'9.2 MILES NORTH ALONG U.S. HIGHWAY 666 FROM ELFRIDA, COCHISE COUNTY,
 CF0177'ABOUT 250 FEET EAST OF A RANCH HOUSE, 90 FEET SOUTH OF A LONE
 CF0177'COTTONWOOD TREE, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20
 CF0177'FEET SOUTH OF A GATE, AND 1 FOOT EAST OF A WIRE FENCE.  A STANDARD
 CF0177'DISK, STAMPED Y 79 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0177
 CF0177                          STATION RECOVERY (1980)
 CF0177
 CF0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CF0177'SEARCHED FOR BUT NOT FOUND, PLOWING IN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1028 ***********************************************************************
 DA1028  DESIGNATION -  Y 8
 DA1028  PID         -  DA1028
 DA1028  STATE/COUNTY-  AZ/YUMA
 DA1028  USGS QUAD   -  ROLL (1982)
 DA1028
 DA1028                         *CURRENT SURVEY CONTROL
 DA1028  ___________________________________________________________________
 DA1028* NAD 83(1986)-  32 47 30.     (N)    113 54 06.     (W)     SCALED    
 DA1028* NAVD 88     -        90.68   (+/-2cm)     297.5    (feet)  VERTCON   
 DA1028  ___________________________________________________________________
 DA1028  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DA1028  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1028
 DA1028.The horizontal coordinates were scaled from a topographic map and have
 DA1028.an estimated accuracy of +/- 6 seconds.
 DA1028
 DA1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1028.The vertical order pertains to the NGVD 29 superseded value.
 DA1028
 DA1028.The geoid height was determined by GEOID03.
 DA1028
 DA1028;                    North         East    Units  Estimated Accuracy
 DA1028;SPC AZ W     -   198,670.      199,150.      MT  (+/- 180 meters Scaled)
 DA1028
 DA1028                          SUPERSEDED SURVEY CONTROL
 DA1028
 DA1028  NGVD 29 (??/??/92)   90.024  (m)          295.35   (f) ADJ UNCH    1 2
 DA1028
 DA1028.Superseded values are not recommended for survey control.
 DA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1028.See file dsdata.txt to determine how the superseded data were derived.
 DA1028
 DA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB282319(NAD 83)
 DA1028_MARKER: DB = BENCH MARK DISK
 DA1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1028_STAMPING: 295.354 Y 8 1927
 DA1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1028+STABILITY: SURFACE MOTION
 DA1028
 DA1028  HISTORY     - Date     Condition        Report By
 DA1028  HISTORY     - 1927     MONUMENTED       CGS
 DA1028
 DA1028                          STATION DESCRIPTION
 DA1028
 DA1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DA1028'16.8 MI NE FROM WELLTON.
 DA1028'16.8 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIC BRANCH OF
 DA1028'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1028'COUNTY, 5 POLES WEST OF MILEPOST 787, 2 1/2 POLES WEST OF BRIDGE
 DA1028'786.90, 660 FEET WEST OF THE TYSON ONE-MILE SIGN, 50 FEET SOUTH OF THE
 DA1028'CENTERLINE OF THE TRACK, 10 FEET EAST OF A FENCE CORNER, JUST OUTSIDE
 DA1028'THE RIGHT OF WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 DA1028'DISK, STAMPED 295.354 Y 8 1927 AND SET IN THE TOP OF A CONCRETE POST
 DA1028'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0115 ***********************************************************************
 CF0115  DESIGNATION -  Y 80
 CF0115  PID         -  CF0115
 CF0115  STATE/COUNTY-  AZ/COCHISE
 CF0115  USGS QUAD   -  NACO (1958)
 CF0115
 CF0115                         *CURRENT SURVEY CONTROL
 CF0115  ___________________________________________________________________
 CF0115* NAD 83(1986)-  31 20 44.     (N)    109 57 55.     (W)     SCALED    
 CF0115* NAVD 88     -      1385.90   (+/-2cm)    4546.9    (feet)  VERTCON   
 CF0115  ___________________________________________________________________
 CF0115  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CF0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0115
 CF0115.The horizontal coordinates were scaled from a topographic map and have
 CF0115.an estimated accuracy of +/- 6 seconds.
 CF0115
 CF0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0115.The vertical order pertains to the NGVD 29 superseded value.
 CF0115
 CF0115.The geoid height was determined by GEOID03.
 CF0115
 CF0115;                    North         East    Units  Estimated Accuracy
 CF0115;SPC AZ E     -    38,330.      232,520.      MT  (+/- 180 meters Scaled)
 CF0115
 CF0115                          SUPERSEDED SURVEY CONTROL
 CF0115
 CF0115  NGVD 29 (??/??/92) 1385.038  (m)         4544.08   (f) ADJ UNCH    2 0
 CF0115
 CF0115.Superseded values are not recommended for survey control.
 CF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0115.See file dsdata.txt to determine how the superseded data were derived.
 CF0115
 CF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV984683(NAD 83)
 CF0115_MARKER: DB = BENCH MARK DISK
 CF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0115_STAMPING: Y 80 1934
 CF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0115+STABILITY: SURFACE MOTION
 CF0115
 CF0115  HISTORY     - Date     Condition        Report By
 CF0115  HISTORY     - 1934     MONUMENTED       CGS
 CF0115
 CF0115                          STATION DESCRIPTION
 CF0115
 CF0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0115'1.1 MI NW FROM NACO.
 CF0115'1.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0115'STATION AT NACO, COCHISE COUNTY, 1-1/2 POLES WEST OF MILEPOST 1080,
 CF0115'0.2 MILES SOUTHWEST OF THE BISBEE WATER WELL AND PUMPING STATION, 42
 CF0115'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF THE
 CF0115'FENCE.  A STANDARD DISK, STAMPED Y 80 1934 AND SET IN THE TOP OF A
 CF0115'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0106 ***********************************************************************
 CF0106  DESIGNATION -  Y 81
 CF0106  PID         -  CF0106
 CF0106  STATE/COUNTY-  AZ/COCHISE
 CF0106  USGS QUAD   -  COLLEGE PEAKS (1985)
 CF0106
 CF0106                         *CURRENT SURVEY CONTROL
 CF0106  ___________________________________________________________________
 CF0106* NAD 83(1986)-  31 28 47.     (N)    109 23 45.     (W)     SCALED    
 CF0106* NAVD 88     -      1373.19   (+/-2cm)    4505.2    (feet)  VERTCON   
 CF0106  ___________________________________________________________________
 CF0106  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CF0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0106
 CF0106.The horizontal coordinates were scaled from a topographic map and have
 CF0106.an estimated accuracy of +/- 6 seconds.
 CF0106
 CF0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0106.The vertical order pertains to the NGVD 29 superseded value.
 CF0106
 CF0106.The geoid height was determined by GEOID03.
 CF0106
 CF0106;                    North         East    Units  Estimated Accuracy
 CF0106;SPC AZ E     -    53,440.      286,600.      MT  (+/- 180 meters Scaled)
 CF0106
 CF0106                          SUPERSEDED SURVEY CONTROL
 CF0106
 CF0106  NGVD 29 (??/??/92) 1372.310  (m)         4502.32   (f) ADJ UNCH    2 0
 CF0106
 CF0106.Superseded values are not recommended for survey control.
 CF0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0106.See file dsdata.txt to determine how the superseded data were derived.
 CF0106
 CF0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV523838(NAD 83)
 CF0106_MARKER: DB = BENCH MARK DISK
 CF0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0106_SP_SET: BRIDGE
 CF0106_STAMPING: Y-81 1934
 CF0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0106
 CF0106  HISTORY     - Date     Condition        Report By
 CF0106  HISTORY     - 1934     MONUMENTED       CGS
 CF0106  HISTORY     - 1935     GOOD             NGS
 CF0106  HISTORY     - 1980     GOOD             USGS
 CF0106
 CF0106                          STATION DESCRIPTION
 CF0106
 CF0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0106'16.1 MI NE FROM DOUGLAS.
 CF0106'16.1 MI. NE. OF DEPOT ALONG THE S.P.R.R., 2 3/4 POLES N.E. OF MILE
 CF0106'POST NO. 1123, 28 FT. S.E. OF THE CENTER LINE OF TRACK, AND SET ON THE
 CF0106'S.E. CORNER OF CONC. BRIDGE NO. 1123.08, ABOUT 4 FT. BELOW THE SURFACE
 CF0106'OF THE TRACK.
 CF0106
 CF0106                          STATION RECOVERY (1980)
 CF0106
 CF0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0106'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0106'HWY 80 11.0 MI TO THE SILVER CREEK BRIDGE, BY FOOT GO N ALONG DRAIN
 CF0106'TO BRIDGE AT OLD RR GRADE. BM IS SET IN TOP OF SE CORNER OF HEAD
 CF0106'WELL, STANDARD TABLET STAMPED Y 81 1934. STATION CAN BE SEEN FORM HWY
 CF0106'80.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0662 ***********************************************************************
 DA0662  DESIGNATION -  Y 83
 DA0662  PID         -  DA0662
 DA0662  STATE/COUNTY-  AZ/MARICOPA
 DA0662  USGS QUAD   -  BOSQUE (1973)
 DA0662
 DA0662                         *CURRENT SURVEY CONTROL
 DA0662  ___________________________________________________________________
 DA0662* NAD 83(1986)-  32 54 52.     (N)    112 36 49.     (W)     SCALED    
 DA0662* NAVD 88     -       306.25   (+/-2cm)    1004.8    (feet)  VERTCON   
 DA0662  ___________________________________________________________________
 DA0662  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DA0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0662
 DA0662.The horizontal coordinates were scaled from a topographic map and have
 DA0662.an estimated accuracy of +/- 6 seconds.
 DA0662
 DA0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0662.The vertical order pertains to the NGVD 29 superseded value.
 DA0662
 DA0662.The geoid height was determined by GEOID03.
 DA0662
 DA0662;                    North         East    Units  Estimated Accuracy
 DA0662;SPC AZ C     -   212,480.      148,170.      MT  (+/- 180 meters Scaled)
 DA0662
 DA0662                          SUPERSEDED SURVEY CONTROL
 DA0662
 DA0662  NGVD 29 (??/??/92)  305.630  (m)         1002.72   (f) ADJ UNCH    2 0
 DA0662
 DA0662.Superseded values are not recommended for survey control.
 DA0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0662.See file dsdata.txt to determine how the superseded data were derived.
 DA0662
 DA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB491429(NAD 83)
 DA0662_MARKER: DB = BENCH MARK DISK
 DA0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0662_STAMPING: Y 83 1935
 DA0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0662+STABILITY: SURFACE MOTION
 DA0662
 DA0662  HISTORY     - Date     Condition        Report By
 DA0662  HISTORY     - 1935     MONUMENTED       CGS
 DA0662  HISTORY     - 1960     GOOD             NGS
 DA0662
 DA0662                          STATION DESCRIPTION
 DA0662
 DA0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0662'5.6 MI SE FROM GILA BEND.
 DA0662'1.3 MILES SOUTHEAST ON STATE HIGHWAY 84 FROM THE JUNCTION OF U.S.
 DA0662'HIGHWAY 80 1.0 MILE EAST OF GILA BEND, TO ABANDONED HIGHWAY 84, THENCE
 DA0662'4.3 MILES SOUTHEAST ON THE ABANDONED HIGHWAY, 0.2 MILE NORTH AND CROSS
 DA0662'COUNTRY FROM THE PRESENT HIGHWAY, 75 FEET WEST OF A WASH, 63 FEET
 DA0662'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.9 FEET WEST OF A METAL
 DA0662'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 6
 DA0662'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0238 ***********************************************************************
 DA0238  DESIGNATION -  Y 84
 DA0238  PID         -  DA0238
 DA0238  STATE/COUNTY-  AZ/PIMA
 DA0238  USGS QUAD   -  DREW SPRING WELL (1990)
 DA0238
 DA0238                         *CURRENT SURVEY CONTROL
 DA0238  ___________________________________________________________________
 DA0238* NAD 83(1986)-  32 23 03.     (N)    112 01 34.     (W)     SCALED    
 DA0238* NAVD 88     -       530.10   (+/-2cm)    1739.2    (feet)  VERTCON   
 DA0238  ___________________________________________________________________
 DA0238  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0238
 DA0238.The horizontal coordinates were scaled from a topographic map and have
 DA0238.an estimated accuracy of +/- 6 seconds.
 DA0238
 DA0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0238.The vertical order pertains to the NGVD 29 superseded value.
 DA0238
 DA0238.The geoid height was determined by GEOID03.
 DA0238
 DA0238;                    North         East    Units  Estimated Accuracy
 DA0238;SPC AZ C     -   153,470.      203,060.      MT  (+/- 180 meters Scaled)
 DA0238
 DA0238                          SUPERSEDED SURVEY CONTROL
 DA0238
 DA0238  NGVD 29 (??/??/92)  529.470  (m)         1737.10   (f) ADJ UNCH    2 0
 DA0238
 DA0238.Superseded values are not recommended for survey control.
 DA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0238.See file dsdata.txt to determine how the superseded data were derived.
 DA0238
 DA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA034834(NAD 83)
 DA0238_MARKER: DB = BENCH MARK DISK
 DA0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0238_STAMPING: Y 84 1935
 DA0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0238+STABILITY: SURFACE MOTION
 DA0238
 DA0238  HISTORY     - Date     Condition        Report By
 DA0238  HISTORY     - 1935     MONUMENTED       CGS
 DA0238  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0238
 DA0238                          STATION DESCRIPTION
 DA0238
 DA0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0238'5.6 MI NE FROM SANTA ROSA (GU ACHI).
 DA0238'5.6 MILES NORTHEAST ALONG THE CASAGRANDE-COVERED WELLS ROAD FROM THE
 DA0238'SCHOOL AT SANTA ROSA (GU ACHI), PIMA COUNTY, 3/4 MILE NORTHEAST OF AN
 DA0238'INDIAN VILLAGE, 250 FEET NORTH OF THE CORNER OF A WIRE FENCE, AND 37
 DA0238'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED
 DA0238'Y 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DA0238
 DA0238                          STATION RECOVERY (1988)
 DA0238
 DA0238'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 DA0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0628 ***********************************************************************
 DA0628  DESIGNATION -  Y 86
 DA0628  PID         -  DA0628
 DA0628  STATE/COUNTY-  AZ/MARICOPA
 DA0628  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0628
 DA0628                         *CURRENT SURVEY CONTROL
 DA0628  ___________________________________________________________________
 DA0628* NAD 83(1986)-  32 46 20.     (N)    112 32 45.     (W)     SCALED    
 DA0628* NAVD 88     -       492.95   (+/-2cm)    1617.3    (feet)  VERTCON   
 DA0628  ___________________________________________________________________
 DA0628  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DA0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0628
 DA0628.The horizontal coordinates were scaled from a topographic map and have
 DA0628.an estimated accuracy of +/- 6 seconds.
 DA0628
 DA0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0628.The vertical order pertains to the NGVD 29 superseded value.
 DA0628
 DA0628.The geoid height was determined by GEOID03.
 DA0628
 DA0628;                    North         East    Units  Estimated Accuracy
 DA0628;SPC AZ C     -   196,670.      154,420.      MT  (+/- 180 meters Scaled)
 DA0628
 DA0628                          SUPERSEDED SURVEY CONTROL
 DA0628
 DA0628  NGVD 29 (??/??/92)  492.272  (m)         1615.06   (f) ADJ UNCH    2 0
 DA0628
 DA0628.Superseded values are not recommended for survey control.
 DA0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0628.See file dsdata.txt to determine how the superseded data were derived.
 DA0628
 DA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB552270(NAD 83)
 DA0628_MARKER: DB = BENCH MARK DISK
 DA0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0628_STAMPING: Y 86 1935
 DA0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0628+STABILITY: SURFACE MOTION
 DA0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0628+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0628
 DA0628  HISTORY     - Date     Condition        Report By
 DA0628  HISTORY     - 1935     MONUMENTED       CGS
 DA0628  HISTORY     - 1951     GOOD             NGS
 DA0628  HISTORY     - 1980     GOOD             USGS
 DA0628  HISTORY     - 20090206 GOOD             GEOCAC
 DA0628
 DA0628                          STATION DESCRIPTION
 DA0628
 DA0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0628'17.6 MI SE FROM GILA BEND.
 DA0628'0.3 MILE SOUTH ALONG THE STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0628'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.9 MILES SOUTH ALONG A
 DA0628'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1
 DA0628'MILES SOUTH ALONG A TRACK ROAD, THENCE 13.6 MILES SOUTHEAST ALONG A
 DA0628'TRACK ROAD, 13.6 MILES NORTHWEST OF THE WELL AT STOUTS WELL, 93 FEET
 DA0628'NORTHWEST OF A POINT WHERE THE ROAD CROSSES A SHALLOW EASTWEST WASH,
 DA0628'17 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE
 DA0628'NORTH BANK OF THE WASH, 1.3 NORTHEAST OF A WITNESS POST, AND SET IN
 DA0628'THE TOP OF A CONCRETE POST PROJECTING 0.3 ABOVE THE GROUND, AND ABOUT
 DA0628'LEVEL WITH THE ROAD.
 DA0628
 DA0628                          STATION RECOVERY (1980)
 DA0628
 DA0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0628'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0628'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0628'NENEMILE WELL, HENCE PROCEED EAST AND SE ON TRACK ROAD FOR 9.25 MILES
 DA0628'TO BM ON SE. BM IS 93 FT NW OF A POINT WHERE ROAD CROSSES AN E-W
 DA0628'WAST, 17 FT SE OF THE CENTER OF THE TRACK ROAD, 9 FT NORTH OF NORTH
 DA0628'BANK OF WASH, 1.3 FT NE OF A 4X4 WITNESS POST, AND SET IN THE TOP OF
 DA0628'A CONCRETE POST PROJECTING 0.3 FT AND ABOUT LEVEL WITH ROAD.
 DA0628
 DA0628                          STATION RECOVERY (2009)
 DA0628
 DA0628'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0628'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0628'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0628'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0628'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0628'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0628'32 46 20.8 (N)   112 32 44.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0139 ***********************************************************************
 DA0139  DESIGNATION -  Y 87
 DA0139  PID         -  DA0139
 DA0139  STATE/COUNTY-  AZ/PINAL
 DA0139  USGS QUAD   -  ANTELOPE PEAK NE (1981)
 DA0139
 DA0139                         *CURRENT SURVEY CONTROL
 DA0139  ___________________________________________________________________
 DA0139* NAD 83(1986)-  32 52 42.     (N)    112 04 59.     (W)     SCALED    
 DA0139* NAVD 88     -       439.75   (+/-2cm)    1442.7    (feet)  VERTCON   
 DA0139  ___________________________________________________________________
 DA0139  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DA0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0139
 DA0139.The horizontal coordinates were scaled from a topographic map and have
 DA0139.an estimated accuracy of +/- 6 seconds.
 DA0139
 DA0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0139.The vertical order pertains to the NGVD 29 superseded value.
 DA0139
 DA0139.The geoid height was determined by GEOID03.
 DA0139
 DA0139;                    North         East    Units  Estimated Accuracy
 DA0139;SPC AZ C     -   208,270.      197,790.      MT  (+/- 180 meters Scaled)
 DA0139
 DA0139                          SUPERSEDED SURVEY CONTROL
 DA0139
 DA0139  NGVD 29 (??/??/92)  439.154  (m)         1440.79   (f) ADJ UNCH    2 0
 DA0139
 DA0139.Superseded values are not recommended for survey control.
 DA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0139.See file dsdata.txt to determine how the superseded data were derived.
 DA0139
 DA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB986383(NAD 83)
 DA0139_MARKER: DB = BENCH MARK DISK
 DA0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0139_STAMPING: Y 87 1935
 DA0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0139+STABILITY: SURFACE MOTION
 DA0139
 DA0139  HISTORY     - Date     Condition        Report By
 DA0139  HISTORY     - 1935     MONUMENTED       CGS
 DA0139  HISTORY     - 1946     POOR             NGS
 DA0139  HISTORY     - 1963     GOOD             USGS
 DA0139
 DA0139                          STATION DESCRIPTION
 DA0139
 DA0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DA0139'8.8 MI NW FROM STANFIELD.
 DA0139'8.8 MILES NORTHWEST OF STANFIELD, PINAL COUNTY.  THIS BENCH MARK MAY
 DA0139'BE REACHED FROM THE POST OFFICE BY GOING 7.2 MILES WEST ALONG STATE
 DA0139'HIGHWAY 84, THENCE 1.6 MILES NORTH ALONG THE HIDDEN VALLEY ROAD FROM
 DA0139'THE REMAINS OF THE ORANGE VALLEY SERVICE STATION.  IT IS ON THE WEST
 DA0139'SLOPE OF A SLIGHT RIDGE, 32 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DA0139'AND 3 FEET WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED Y 87 1935
 DA0139'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STILL IN PLACE BUT
 DA0139'DAMAGED BY EROSION.  BAD CONDITION IN 1946.
 DA0139
 DA0139                          STATION RECOVERY (1963)
 DA0139
 DA0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0897 ***********************************************************************
 CZ0897  DESIGNATION -  Y 89
 CZ0897  PID         -  CZ0897
 CZ0897  STATE/COUNTY-  AZ/PIMA
 CZ0897  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0897
 CZ0897                         *CURRENT SURVEY CONTROL
 CZ0897  ___________________________________________________________________
 CZ0897* NAD 83(1986)-  32 28 14.     (N)    111 32 40.     (W)     SCALED    
 CZ0897* NAVD 88     -       646.25   (+/-2cm)    2120.2    (feet)  VERTCON   
 CZ0897  ___________________________________________________________________
 CZ0897  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0897
 CZ0897.The horizontal coordinates were scaled from a topographic map and have
 CZ0897.an estimated accuracy of +/- 6 seconds.
 CZ0897
 CZ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0897.The vertical order pertains to the NGVD 29 superseded value.
 CZ0897
 CZ0897.The geoid height was determined by GEOID03.
 CZ0897
 CZ0897;                    North         East    Units  Estimated Accuracy
 CZ0897;SPC AZ C     -   163,100.      248,350.      MT  (+/- 180 meters Scaled)
 CZ0897
 CZ0897                          SUPERSEDED SURVEY CONTROL
 CZ0897
 CZ0897  NGVD 29 (??/??/92)  645.694  (m)         2118.41   (f) ADJ UNCH    2 0
 CZ0897
 CZ0897.Superseded values are not recommended for survey control.
 CZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0897.See file dsdata.txt to determine how the superseded data were derived.
 CZ0897
 CZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA488927(NAD 83)
 CZ0897_MARKER: DB = BENCH MARK DISK
 CZ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0897_STAMPING: Y 89 1935
 CZ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0897+STABILITY: SURFACE MOTION
 CZ0897
 CZ0897  HISTORY     - Date     Condition        Report By
 CZ0897  HISTORY     - 1935     MONUMENTED       CGS
 CZ0897  HISTORY     - 1951     GOOD             NGS
 CZ0897
 CZ0897                          STATION DESCRIPTION
 CZ0897
 CZ0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0897'4.6 MI NE FROM SILVER BELL CEMETERY.
 CZ0897'4.6 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0897'CEMETERY, 0.4 MILE SOUTHWEST OF AN ABANDONED MINE AND WATER TANKS, AT
 CZ0897'A Y JUNCTION OF A DIM TRACK ROAD LEADING EAST, 19 FEET NORTHWEST OF
 CZ0897'THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHEAST OF THE WITNESS POST,
 CZ0897'AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CZ0897'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0919 ***********************************************************************
 CZ0919  DESIGNATION -  Y 90
 CZ0919  PID         -  CZ0919
 CZ0919  STATE/COUNTY-  AZ/PIMA
 CZ0919  USGS QUAD   -  QUEENS WELL (1989)
 CZ0919
 CZ0919                         *CURRENT SURVEY CONTROL
 CZ0919  ___________________________________________________________________
 CZ0919* NAD 83(1986)-  32 21 13.     (N)    111 42 43.     (W)     SCALED    
 CZ0919* NAVD 88     -       570.16   (+/-2cm)    1870.6    (feet)  VERTCON   
 CZ0919  ___________________________________________________________________
 CZ0919  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CZ0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0919
 CZ0919.The horizontal coordinates were scaled from a topographic map and have
 CZ0919.an estimated accuracy of +/- 6 seconds.
 CZ0919
 CZ0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0919.The vertical order pertains to the NGVD 29 superseded value.
 CZ0919
 CZ0919.The geoid height was determined by GEOID03.
 CZ0919
 CZ0919;                    North         East    Units  Estimated Accuracy
 CZ0919;SPC AZ C     -   150,090.      232,630.      MT  (+/- 180 meters Scaled)
 CZ0919
 CZ0919                          SUPERSEDED SURVEY CONTROL
 CZ0919
 CZ0919  NGVD 29 (??/??/92)  569.585  (m)         1868.71   (f) ADJ UNCH    2 0
 CZ0919
 CZ0919.Superseded values are not recommended for survey control.
 CZ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0919.See file dsdata.txt to determine how the superseded data were derived.
 CZ0919
 CZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA330798(NAD 83)
 CZ0919_MARKER: DB = BENCH MARK DISK
 CZ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0919_STAMPING: Y 90 1935
 CZ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0919+STABILITY: SURFACE MOTION
 CZ0919
 CZ0919  HISTORY     - Date     Condition        Report By
 CZ0919  HISTORY     - 1935     MONUMENTED       CGS
 CZ0919  HISTORY     - 1952     GOOD             NGS
 CZ0919
 CZ0919                          STATION DESCRIPTION
 CZ0919
 CZ0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0919'11.4 MI SW FROM SILVER BELL CEMETERY.
 CZ0919'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0919'THENCE 8.7 MILES SOUTHWEST ALONG A DIM TRACK ROAD, 0.55 MILE NORTHEAST
 CZ0919'OF THE CROSSSING OF A 150 FEET WIDE WASH, ON A WATER SOAKED BOTTOM
 CZ0919'LAND CLEARING LIGHTLY SPOTTED WITH MESQUITE , 8 FEET SOUTHEAST OF THE
 CZ0919'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 1.8 FEET NORTH OF A
 CZ0919'WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1329 ***********************************************************************
 CZ1329  DESIGNATION -  Y 91
 CZ1329  PID         -  CZ1329
 CZ1329  STATE/COUNTY-  AZ/PINAL
 CZ1329  USGS QUAD   -  FRIENDLY CORNERS (1993)
 CZ1329
 CZ1329                         *CURRENT SURVEY CONTROL
 CZ1329  ___________________________________________________________________
 CZ1329* NAD 83(1986)-  32 34 20.     (N)    111 34 36.     (W)     SCALED    
 CZ1329* NAVD 88     -       506.03   (+/-2cm)    1660.2    (feet)  VERTCON   
 CZ1329  ___________________________________________________________________
 CZ1329  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CZ1329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1329
 CZ1329.The horizontal coordinates were scaled from a topographic map and have
 CZ1329.an estimated accuracy of +/- 6 seconds.
 CZ1329
 CZ1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1329.The vertical order pertains to the NGVD 29 superseded value.
 CZ1329
 CZ1329.The geoid height was determined by GEOID03.
 CZ1329
 CZ1329;                    North         East    Units  Estimated Accuracy
 CZ1329;SPC AZ C     -   174,370.      245,280.      MT  (+/- 180 meters Scaled)
 CZ1329
 CZ1329                          SUPERSEDED SURVEY CONTROL
 CZ1329
 CZ1329  NGVD 29 (??/??/92)  505.496  (m)         1658.45   (f) ADJ UNCH    2 0
 CZ1329
 CZ1329.Superseded values are not recommended for survey control.
 CZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1329.See file dsdata.txt to determine how the superseded data were derived.
 CZ1329
 CZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB458040(NAD 83)
 CZ1329_MARKER: DB = BENCH MARK DISK
 CZ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1329_STAMPING: Y 91 1935
 CZ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1329+STABILITY: SURFACE MOTION
 CZ1329
 CZ1329  HISTORY     - Date     Condition        Report By
 CZ1329  HISTORY     - 1935     MONUMENTED       CGS
 CZ1329  HISTORY     - 1951     GOOD             NGS
 CZ1329
 CZ1329                          STATION DESCRIPTION
 CZ1329
 CZ1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1329'13.9 MI S FROM ELOY.
 CZ1329'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1329'RAILROAD STATION AT ELOY, THENCE 11.1 MILE SOUTH ALONG SUNSHINE BLVD.,
 CZ1329'THENCE 0.9 MILE SOUTH ALONG A DIRT LANE, THENCE 1.6 MILE WEST ALONG A
 CZ1329'TRACK ROAD, 0.25 MILE WEST OF A Y JUNCTION WITH A TRACK ROAD LEADING
 CZ1329'SOUTHEAST, 910 FEET NORTH OF THE CENTER LINE OF THE THE ROAD, 898 1/2
 CZ1329'FEET NORTH NORTHEAST OF A WITNESS POST WHICH IS LOCATED ON THE NORTH
 CZ1329'EDGE OF THE ROAD, AT A WIDE CLEARING, 90 FEET NORTH OF A DEEP
 CZ1329'EAST-WEST WASH, 2.2 FEET WEST OF A WITNESS POST, AND ABOUT LEVEL WITH
 CZ1329'THE ROAD, AND SET IN A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1267 ***********************************************************************
 CZ1267  DESIGNATION -  Y 92
 CZ1267  PID         -  CZ1267
 CZ1267  STATE/COUNTY-  AZ/PINAL
 CZ1267  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1267
 CZ1267                         *CURRENT SURVEY CONTROL
 CZ1267  ___________________________________________________________________
 CZ1267* NAD 83(1986)-  32 32 28.     (N)    111 49 10.     (W)     SCALED    
 CZ1267* NAVD 88     -       491.07   (+/-2cm)    1611.1    (feet)  VERTCON   
 CZ1267  ___________________________________________________________________
 CZ1267  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1267
 CZ1267.The horizontal coordinates were scaled from a topographic map and have
 CZ1267.an estimated accuracy of +/- 6 seconds.
 CZ1267
 CZ1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1267.The vertical order pertains to the NGVD 29 superseded value.
 CZ1267
 CZ1267.The geoid height was determined by GEOID03.
 CZ1267
 CZ1267;                    North         East    Units  Estimated Accuracy
 CZ1267;SPC AZ C     -   170,870.      222,490.      MT  (+/- 180 meters Scaled)
 CZ1267
 CZ1267                          SUPERSEDED SURVEY CONTROL
 CZ1267
 CZ1267  NGVD 29 (??/??/92)  490.508  (m)         1609.28   (f) ADJ UNCH    2 0
 CZ1267
 CZ1267.Superseded values are not recommended for survey control.
 CZ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1267.See file dsdata.txt to determine how the superseded data were derived.
 CZ1267
 CZ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB230007(NAD 83)
 CZ1267_MARKER: DB = BENCH MARK DISK
 CZ1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1267_STAMPING: Y 92 1935
 CZ1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1267+STABILITY: SURFACE MOTION
 CZ1267
 CZ1267  HISTORY     - Date     Condition        Report By
 CZ1267  HISTORY     - 1935     MONUMENTED       CGS
 CZ1267  HISTORY     - 1952     GOOD             NGS
 CZ1267
 CZ1267                          STATION DESCRIPTION
 CZ1267
 CZ1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1267'7.3 MI SE FROM JACKRABBIT.
 CZ1267'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1267'ABANDONED JACKRABBIT  MINE AT JACKRABBIT, THENCE 6.9 MILES EAST AND
 CZ1267'SOUTHEAST ALONG A TRACK ROAD, ABOUT 45 FEET NORTH OF THE CENTER OF A
 CZ1267'SMALL GRAVEL COVERED CLEARING, 12 FEET WEST OF AND ABOUT LEVEL WITH
 CZ1267'THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A WITNESS POST, AND SET
 CZ1267'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0672 ***********************************************************************
 CZ0672  DESIGNATION -  Y 93
 CZ0672  PID         -  CZ0672
 CZ0672  STATE/COUNTY-  AZ/PIMA
 CZ0672  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0672
 CZ0672                         *CURRENT SURVEY CONTROL
 CZ0672  ___________________________________________________________________
 CZ0672* NAD 83(1986)-  32 13 20.     (N)    111 21 02.     (W)     SCALED    
 CZ0672* NAVD 88     -       719.12   (+/-2cm)    2359.3    (feet)  VERTCON   
 CZ0672  ___________________________________________________________________
 CZ0672  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CZ0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0672
 CZ0672.The horizontal coordinates were scaled from a topographic map and have
 CZ0672.an estimated accuracy of +/- 6 seconds.
 CZ0672
 CZ0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0672.The vertical order pertains to the NGVD 29 superseded value.
 CZ0672
 CZ0672.The geoid height was determined by GEOID03.
 CZ0672
 CZ0672;                    North         East    Units  Estimated Accuracy
 CZ0672;SPC AZ C     -   135,650.      266,720.      MT  (+/- 180 meters Scaled)
 CZ0672
 CZ0672                          SUPERSEDED SURVEY CONTROL
 CZ0672
 CZ0672  NGVD 29 (??/??/92)  718.486  (m)         2357.23   (f) ADJ UNCH    2 0
 CZ0672
 CZ0672.Superseded values are not recommended for survey control.
 CZ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0672.See file dsdata.txt to determine how the superseded data were derived.
 CZ0672
 CZ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA669651(NAD 83)
 CZ0672_MARKER: DB = BENCH MARK DISK
 CZ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0672_STAMPING: Y 93 1935
 CZ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0672+STABILITY: SURFACE MOTION
 CZ0672
 CZ0672  HISTORY     - Date     Condition        Report By
 CZ0672  HISTORY     - 1935     MONUMENTED       CGS
 CZ0672  HISTORY     - 1951     GOOD             NGS
 CZ0672  HISTORY     - 1975     GOOD             USGS
 CZ0672
 CZ0672                          STATION DESCRIPTION
 CZ0672
 CZ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0672'23.2 MI SE FROM SILVER BELL.
 CZ0672'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0672'SILVER BELL, THENCE 23.1 MILES SOUTHEAST ALONG A GRAVEL ROAD, ALSO
 CZ0672'29.4 MILES WEST OF TUCSON, NORTHEAST OF THE CORCORAQUE RANCH HOUSE,
 CZ0672'34.4 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 15 1/2 FEET WEST
 CZ0672'OF THE CENTER LINE OF THE ROAD ON THE EAST SIDE OF THE RANCH HOUSE,
 CZ0672'2.3 FEET EAST OF THE YARD FENCE, 1.7 FEET SOUTH OF A WITNESS POST, AND
 CZ0672'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST
 CZ0672'PROJECTING 0.2 FOOT.
 CZ0672
 CZ0672                          STATION RECOVERY (1975)
 CZ0672
 CZ0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0672'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0672'(N.) 4.3 MI ON SANDARIO RD. TO T-RD. TURN LEFT (W.) 4.2 MI TO
 CZ0672'DONALDSON RANCH. CONTINUE WEST-SOUTHWEST 0.9 MI TO RD. FORK. TURN
 CZ0672'RIGHT (W.) 0.15 MI TO X-RDS. TURN RIGHT (N.) THROUGH INDIAN
 CZ0672'RESERVATION GATE 1.2 MI TO GARCIA RANCH HOUSE, THENCE NW. ON MAIN
 CZ0672'TRAVELED RD. 1.1 MI TO RD. FORK AND POND ON LEFT. TURN RIGHT (NW.)
 CZ0672'2.05 MI TO RD. FORK AT WASH. TURN RIGHT (NW.) 0.9 MI TO INDIAN
 CZ0672'RESERVATION GATE. CONTINUE NW. THROUGH GATE 0.3 MI TO COCORAGUE RANCH
 CZ0672'HOUSE. 34.4 FT EAST OF NORTHEAST CORNER OF HOUSE, 12 FT S. OF FENCE
 CZ0672'CORNER, 2.3 FT E. OF FENCE. SET IN TOP OF CONCRETE POST FLUSH WITH
 CZ0672'GROUND (0.2 MI SOUTH-SOUTHEAST FROM BM N 301, LINE 109). NGS DISK
 CZ0672'STAMPED Y 93 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0611 ***********************************************************************
 CZ0611  DESIGNATION -  Y 94
 CZ0611  PID         -  CZ0611
 CZ0611  STATE/COUNTY-  AZ/PIMA
 CZ0611  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0611
 CZ0611                         *CURRENT SURVEY CONTROL
 CZ0611  ___________________________________________________________________
 CZ0611* NAD 83(1986)-  32 22 57.     (N)    111 25 53.     (W)     SCALED    
 CZ0611* NAVD 88     -       686.25   (+/-2cm)    2251.5    (feet)  VERTCON   
 CZ0611  ___________________________________________________________________
 CZ0611  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0611
 CZ0611.The horizontal coordinates were scaled from a topographic map and have
 CZ0611.an estimated accuracy of +/- 6 seconds.
 CZ0611
 CZ0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0611.The vertical order pertains to the NGVD 29 superseded value.
 CZ0611
 CZ0611.The geoid height was determined by GEOID03.
 CZ0611
 CZ0611;                    North         East    Units  Estimated Accuracy
 CZ0611;SPC AZ C     -   153,380.      259,020.      MT  (+/- 180 meters Scaled)
 CZ0611
 CZ0611                          SUPERSEDED SURVEY CONTROL
 CZ0611
 CZ0611  NGVD 29 (??/??/92)  685.669  (m)         2249.57   (f) ADJ UNCH    2 0
 CZ0611
 CZ0611.Superseded values are not recommended for survey control.
 CZ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0611.See file dsdata.txt to determine how the superseded data were derived.
 CZ0611
 CZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA594829(NAD 83)
 CZ0611_MARKER: DB = BENCH MARK DISK
 CZ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0611_STAMPING: Y 94 1935
 CZ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0611+STABILITY: SURFACE MOTION
 CZ0611
 CZ0611  HISTORY     - Date     Condition        Report By
 CZ0611  HISTORY     - 1935     MONUMENTED       CGS
 CZ0611  HISTORY     - 1951     GOOD             NGS
 CZ0611
 CZ0611                          STATION DESCRIPTION
 CZ0611
 CZ0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0611'23.0 MI W FROM RILLITO.
 CZ0611'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0611'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG A PRIVATE
 CZ0611'ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 16.8
 CZ0611'MILES WEST ACROSS THE MARANA NO 2 AIRPORT, ALONG THE SILVER BELL ROAD,
 CZ0611'THENCE 4.7 MILES SOUTHWEST ALONG A TRACK ROAD, AT A Y JUNCTION OF A
 CZ0611'ROAD LEADING NORTHEAST AND A Y JUNCTION OF A DIM TRACK ROAD LEADING
 CZ0611'SOUTHEAST, ON THE OUTSIDE OF A SHARP CURVE OF THE MAIN ROAD, ABOUT 100
 CZ0611'YARDS SOUTHWEST OF AN OLD ABANDONED CASIO RANCH HOUSE, 145 FEET NORTH
 CZ0611'OF THE CENTER OF A Y JUNCTION OF A ROAD LEADING NORTHEAST, 58 FEET
 CZ0611'EAST OF THE CENTER LINE OF THE MAIN ROAD, 9.4 FEET SOUTHWEST OF A 11
 CZ0611'INCH MESQUITE TREE, 2.3 FEET WEST OF A WHITNESS POST, AND ABOUT 2 FEET
 CZ0611'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0611'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0644 ***********************************************************************
 FR0644  DESIGNATION -  Y 95
 FR0644  PID         -  FR0644
 FR0644  STATE/COUNTY-  AZ/MOHAVE
 FR0644  USGS QUAD   -  MILKWEED CANYON NW (1967)
 FR0644
 FR0644                         *CURRENT SURVEY CONTROL
 FR0644  ___________________________________________________________________
 FR0644* NAD 83(1986)-  35 37 39.     (N)    113 43 50.     (W)     SCALED    
 FR0644* NAVD 88     -      1528.533  (meters)    5014.86   (feet)  POSTED    
 FR0644  ___________________________________________________________________
 FR0644  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FR0644  DYNAMIC HT  -        1526.640 (meters)    5008.65  (feet)  COMP
 FR0644  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 FR0644
 FR0644  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0644
 FR0644.The horizontal coordinates were scaled from a topographic map and have
 FR0644.an estimated accuracy of +/- 6 seconds.
 FR0644
 FR0644.The orthometric height was determined by differential leveling
 FR0644.and adjusted by the  in 1992.
 FR0644.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0644.rate of 0.0 thru 1.0 mm/km.
 FR0644
 FR0644.The geoid height was determined by GEOID03.
 FR0644
 FR0644.The dynamic height is computed by dividing the NAVD 88
 FR0644.geopotential number by the normal gravity value computed on the
 FR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0644.degrees latitude (g = 980.6199 gals.).
 FR0644
 FR0644.The modeled gravity was interpolated from observed gravity values.
 FR0644
 FR0644;                    North         East    Units  Estimated Accuracy
 FR0644;SPC AZ W     -   513,200.      215,120.      MT  (+/- 180 meters Scaled)
 FR0644
 FR0644                          SUPERSEDED SURVEY CONTROL
 FR0644
 FR0644  NGVD 29 (??/??/92) 1527.647  (m)         5011.96   (f) ADJ UNCH    2 0
 FR0644
 FR0644.Superseded values are not recommended for survey control.
 FR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0644.See file dsdata.txt to determine how the superseded data were derived.
 FR0644
 FR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE527460(NAD 83)
 FR0644_MARKER: DB = BENCH MARK DISK
 FR0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0644_STAMPING: Y 95 1935
 FR0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0644+STABILITY: SURFACE MOTION
 FR0644
 FR0644  HISTORY     - Date     Condition        Report By
 FR0644  HISTORY     - 1935     MONUMENTED       CGS
 FR0644
 FR0644                          STATION DESCRIPTION
 FR0644
 FR0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0644'22.2 MI NE FROM PEACH SPRINGS.
 FR0644'ABOUT 22.2 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE
 FR0644'COUNTY, ABOUT 0.1 MILE SOUTHWEST OF A 24-INCH GALVANIZED-IRON PIPE
 FR0644'CULVERT, AT THE SIDE OF A STEEP GRADE, 45 FEET SOUTH OF A LARGE CEDAR
 FR0644'TREE, AND 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.  A
 FR0644'STANDARD DISK, STAMPED Y 95 1935 AND SET IN THE TOP OF A CONCRETE
 FR0644'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0635 ***********************************************************************
 FR0635  DESIGNATION -  Y 96
 FR0635  PID         -  FR0635
 FR0635  STATE/COUNTY-  AZ/MOHAVE
 FR0635  USGS QUAD   -  MILKWEED CANYON NW (1967)
 FR0635
 FR0635                         *CURRENT SURVEY CONTROL
 FR0635  ___________________________________________________________________
 FR0635* NAD 83(1986)-  35 44 42.     (N)    113 43 10.     (W)     SCALED    
 FR0635* NAVD 88     -      1438.948  (meters)    4720.95   (feet)  POSTED    
 FR0635  ___________________________________________________________________
 FR0635  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FR0635  DYNAMIC HT  -        1437.200 (meters)    4715.21  (feet)  COMP
 FR0635  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 FR0635
 FR0635  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0635
 FR0635.The horizontal coordinates were scaled from a topographic map and have
 FR0635.an estimated accuracy of +/- 6 seconds.
 FR0635
 FR0635.The orthometric height was determined by differential leveling
 FR0635.and adjusted by the  in 1992.
 FR0635.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0635.was located on a no-check spur therefore a value was not computed.
 FR0635.No vertical observational check was made to the station.
 FR0635
 FR0635.The geoid height was determined by GEOID03.
 FR0635
 FR0635.The dynamic height is computed by dividing the NAVD 88
 FR0635.geopotential number by the normal gravity value computed on the
 FR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0635.degrees latitude (g = 980.6199 gals.).
 FR0635
 FR0635.The modeled gravity was interpolated from observed gravity values.
 FR0635
 FR0635;                    North         East    Units  Estimated Accuracy
 FR0635;SPC AZ W     -   526,240.      216,120.      MT  (+/- 180 meters Scaled)
 FR0635
 FR0635                          SUPERSEDED SURVEY CONTROL
 FR0635
 FR0635  NGVD 29 (??/??/92) 1438.086  (m)         4718.12   (f) ADJ UNCH    2 0
 FR0635
 FR0635.Superseded values are not recommended for survey control.
 FR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0635.See file dsdata.txt to determine how the superseded data were derived.
 FR0635
 FR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE540590(NAD 83)
 FR0635_MARKER: DB = BENCH MARK DISK
 FR0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0635_STAMPING: Y 96 1935
 FR0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0635+STABILITY: SURFACE MOTION
 FR0635
 FR0635  HISTORY     - Date     Condition        Report By
 FR0635  HISTORY     - 1935     MONUMENTED       CGS
 FR0635  HISTORY     - 1967     GOOD             USGS
 FR0635
 FR0635                          STATION DESCRIPTION
 FR0635
 FR0635'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0635'5.9 MI NW FROM PEACH SPRINGS.
 FR0635'28.8 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, (AT NORTH TANK)
 FR0635'THENCE 5.6 MILES ALONG THE ROAD TO MERRIWITICA CANYON, 0.6 MILE SOUTH
 FR0635'OF THE CANYON RIM, 0.1 MILE NORTH OF A  DRAIN X-ING, 75 FEET WEST OF
 FR0635'THE CENTERLINE OF THE ROAD IN THE TOP OF A CONCRETE POST PROJECTING
 FR0635'0.7 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0100 ***********************************************************************
 ET0100  DESIGNATION -  Y 97
 ET0100  PID         -  ET0100
 ET0100  STATE/COUNTY-  AZ/YAVAPAI
 ET0100  USGS QUAD   -  HELL POINT (1979)
 ET0100
 ET0100                         *CURRENT SURVEY CONTROL
 ET0100  ___________________________________________________________________
 ET0100* NAD 83(1986)-  34 58 41.     (N)    112 17 35.     (W)     SCALED    
 ET0100* NAVD 88     -      1371.75   (+/-2cm)    4500.5    (feet)  VERTCON   
 ET0100  ___________________________________________________________________
 ET0100  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 ET0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0100
 ET0100.The horizontal coordinates were scaled from a topographic map and have
 ET0100.an estimated accuracy of +/- 6 seconds.
 ET0100
 ET0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0100.The vertical order pertains to the NGVD 29 superseded value.
 ET0100
 ET0100.The geoid height was determined by GEOID03.
 ET0100
 ET0100;                    North         East    Units  Estimated Accuracy
 ET0100;SPC AZ C     -   441,210.      178,990.      MT  (+/- 180 meters Scaled)
 ET0100
 ET0100                          SUPERSEDED SURVEY CONTROL
 ET0100
 ET0100  NGVD 29 (??/??/92) 1370.967  (m)         4497.91   (f) ADJ UNCH    2 0
 ET0100
 ET0100.Superseded values are not recommended for survey control.
 ET0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0100.See file dsdata.txt to determine how the superseded data were derived.
 ET0100
 ET0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD819713(NAD 83)
 ET0100_MARKER: DB = BENCH MARK DISK
 ET0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0100_STAMPING: Y 97 1935
 ET0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0100+STABILITY: SURFACE MOTION
 ET0100
 ET0100  HISTORY     - Date     Condition        Report By
 ET0100  HISTORY     - 1935     MONUMENTED       CGS
 ET0100  HISTORY     - 1974     MARK NOT FOUND   USGS
 ET0100
 ET0100                          STATION DESCRIPTION
 ET0100
 ET0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ET0100'4.8 MI SE FROM DRAKE.
 ET0100'4.8 MI. S.E. ALONG AT AND SF R.R. ON A GRASSY FLAT, ABOUT 200 YDS. W.
 ET0100'OF THE EAST SIDE OF FLAT, ABOUT 230 YDS. W. OF A LARGE CEDAR TREE ON
 ET0100'THE E. EDGE OF FLAT, ABOUT 0.7 MI. N. OF AT AND SF R.R. AT MILE POST
 ET0100'NO.5, AND UP A MEAGER  VALLEY WHICH TAPERS OFF TO THE FLAT, 25 FT. S.
 ET0100'OF CENTER LINE OF ROAD.
 ET0100
 ET0100                          STATION RECOVERY (1974)
 ET0100
 ET0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ET0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0180 ***********************************************************************
 FR0180  DESIGNATION -  Y 98
 FR0180  PID         -  FR0180
 FR0180  STATE/COUNTY-  AZ/COCONINO
 FR0180  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0180
 FR0180                         *CURRENT SURVEY CONTROL
 FR0180  ___________________________________________________________________
 FR0180* NAD 83(1986)-  35 12 31.     (N)    112 10 21.     (W)     SCALED    
 FR0180* NAVD 88     -      2196.76   (+/-2cm)    7207.2    (feet)  VERTCON   
 FR0180  ___________________________________________________________________
 FR0180  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FR0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0180
 FR0180.The horizontal coordinates were scaled from a topographic map and have
 FR0180.an estimated accuracy of +/- 6 seconds.
 FR0180
 FR0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0180.The vertical order pertains to the NGVD 29 superseded value.
 FR0180
 FR0180.The geoid height was determined by GEOID03.
 FR0180
 FR0180;                    North         East    Units  Estimated Accuracy
 FR0180;SPC AZ C     -   466,750.      190,070.      MT  (+/- 180 meters Scaled)
 FR0180
 FR0180                          SUPERSEDED SURVEY CONTROL
 FR0180
 FR0180  NGVD 29 (??/??/92) 2195.730  (m)         7203.82   (f) ADJ UNCH    2 0
 FR0180
 FR0180.Superseded values are not recommended for survey control.
 FR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0180.See file dsdata.txt to determine how the superseded data were derived.
 FR0180
 FR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD932968(NAD 83)
 FR0180_MARKER: DB = BENCH MARK DISK
 FR0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0180_STAMPING: Y 98 1935
 FR0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0180+STABILITY: SURFACE MOTION
 FR0180
 FR0180  HISTORY     - Date     Condition        Report By
 FR0180  HISTORY     - 1935     MONUMENTED       CGS
 FR0180
 FR0180                          STATION DESCRIPTION
 FR0180
 FR0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0180'3.3 MI S FROM WILLIAMS.
 FR0180'3.3 MILES SOUTH ALONG THE PERKINSVILLE ROAD FROM THE ATCHISON, TOPEKA
 FR0180'AND SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 100
 FR0180'FEET NORTHWEST OF A 30-INCH CONCRETE METAL-PIPE CULVERT, AT A ROAD
 FR0180'JUNCTION, 48 FEET WEST OF THE CENTER LINE OF THE WILLIAMS ROAD, AND 45
 FR0180'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST.  A STANDARD
 FR0180'DISK, STAMPED Y 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1143 ***********************************************************************
 ES1143  DESIGNATION -  Y=TANK ALOMA
 ES1143  PID         -  ES1143
 ES1143  STATE/COUNTY-  AZ/YAVAPAI
 ES1143  USGS QUAD   -  BUCKHORN MOUNTAIN (1965)
 ES1143
 ES1143                         *CURRENT SURVEY CONTROL
 ES1143  ___________________________________________________________________
 ES1143* NAD 83(1992)-  34 30 31.87754(N)    111 36 51.55204(W)     ADJUSTED  
 ES1143* NAVD 88     -      1915.9    (meters)    6286.     (feet)  VERTCON   
 ES1143  ___________________________________________________________________
 ES1143  LAPLACE CORR-           8.60  (seconds)                    DEFLEC99
 ES1143  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 ES1143  HORZ ORDER  -  THIRD
 ES1143
 ES1143.The horizontal coordinates were established by classical geodetic methods
 ES1143.and adjusted by the National Geodetic Survey in August 1993.
 ES1143
 ES1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1143
 ES1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1143
 ES1143.The geoid height was determined by GEOID03.
 ES1143
 ES1143;                    North         East     Units Scale Factor Converg.
 ES1143;SPC AZ C     -   389,135.444   241,121.845   MT  0.99990950   +0 10 16.6
 ES1143;SPC AZ C     - 1,276,691.09    791,082.17   iFT  0.99990950   +0 10 16.6
 ES1143;UTM  12      - 3,818,750.412   443,609.003   MT  0.99963919   -0 20 53.0
 ES1143
 ES1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1143!SPC AZ C     -   0.99970326  x   0.99990950  =   0.99961279
 ES1143!UTM  12      -   0.99970326  x   0.99963919  =   0.99934256
 ES1143
 ES1143:                Primary Azimuth Mark                     Grid Az
 ES1143:SPC AZ C     -  BAKER BUTTE                              106 00 08.5
 ES1143:UTM  12      -  BAKER BUTTE                              106 31 18.1
 ES1143
 ES1143|---------------------------------------------------------------------|
 ES1143| PID    Reference Object                     Distance      Geod. Az  |
 ES1143|                                                           dddmmss.s |
 ES1143| ES0985 BAKER BUTTE                         APPROX.22.6 KM 1061025.1 |
 ES1143| CS4000 Y RM                                 13.877 METERS 32323     |
 ES1143|---------------------------------------------------------------------|
 ES1143
 ES1143                          SUPERSEDED SURVEY CONTROL
 ES1143
 ES1143  NAD 83(1986)-  34 30 31.87169(N)    111 36 51.55325(W) AD(       ) 3
 ES1143  NGVD 29 (04/23/90) 1915.1    (m)         6283.     (f) VERT ANG    3  
 ES1143
 ES1143.Superseded values are not recommended for survey control.
 ES1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1143.See file dsdata.txt to determine how the superseded data were derived.
 ES1143
 ES1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD4360918750(NAD 83)
 ES1143_MARKER: DS = TRIANGULATION STATION DISK
 ES1143_SETTING: 80 = SET IN A BOULDER
 ES1143_STAMPING: Y 1930
 ES1143_MARK LOGO: USGS  
 ES1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES1143+STABILITY: SURFACE MOTION
 ES1143
 ES1143  HISTORY     - Date     Condition        Report By
 ES1143  HISTORY     - 1930     MONUMENTED       USGS
 ES1143  HISTORY     - 1966     GOOD             USGS
 ES1143
 ES1143                          STATION DESCRIPTION
 ES1143
 ES1143'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 ES1143'LOCATED ABOUT 6 MI E. OF THIRTEEN MILE ROCK, 1 MI W. OF AND
 ES1143'OVERLOOKING TANK ALOMA.  ON NORTH SIDE OF OLD FORT APACHE RD., ON
 ES1143'HIGHEST AND MOST NORTHERN JUNIPER-COVERED HILL NEAR NORTH END OF
 ES1143'TOP.
 ES1143'
 ES1143'NO TO REACH GIVEN.
 ES1143'
 ES1143'STATION MARK--STANDARD TABLET STAMPED---Y 1930---, CEMENTED IN
 ES1143'LARGE FLAT ROCK.
 ES1143'
 ES1143'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN LARGE
 ES1143'MALPAIS ROCK.
 ES1143
 ES1143                          STATION RECOVERY (1966)
 ES1143
 ES1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 ES1143'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0208 ***********************************************************************
 ET0208  DESIGNATION -  YA 1
 ET0208  PID         -  ET0208
 ET0208  STATE/COUNTY-  AZ/YAVAPAI
 ET0208  USGS QUAD   -  ESTLER PEAK (1974)
 ET0208
 ET0208                         *CURRENT SURVEY CONTROL
 ET0208  ___________________________________________________________________
 ET0208* NAD 83(1992)-  34 26 46.76082(N)    112 01 47.52017(W)     ADJUSTED  
 ET0208* NAVD 88     -      1299.38   (+/-2cm)    4263.0    (feet)  VERTCON   
 ET0208  ___________________________________________________________________
 ET0208  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 ET0208  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 ET0208  HORZ ORDER  -  SECOND
 ET0208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0208
 ET0208.The horizontal coordinates were established by classical geodetic methods
 ET0208.and adjusted by the National Geodetic Survey in August 1993.
 ET0208
 ET0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0208.The vertical order pertains to the NGVD 29 superseded value.
 ET0208
 ET0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0208
 ET0208.The geoid height was determined by GEOID03.
 ET0208
 ET0208;                    North         East     Units Scale Factor Converg.
 ET0208;SPC AZ C     -   382,163.665   202,958.089   MT  0.99990133   -0 03 50.5
 ET0208;SPC AZ C     - 1,253,817.80    665,873.00   iFT  0.99990133   -0 03 50.5
 ET0208;UTM  12      - 3,812,126.097   405,392.486   MT  0.99971032   -0 34 57.3
 ET0208
 ET0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0208!SPC AZ C     -   0.99980019  x   0.99990133  =   0.99970154
 ET0208!UTM  12      -   0.99980019  x   0.99971032  =   0.99951057
 ET0208
 ET0208|---------------------------------------------------------------------|
 ET0208| PID    Reference Object                     Distance      Geod. Az  |
 ET0208|                                                           dddmmss.s |
 ET0208| ET0207 YA 1 RM 1                             4.941 METERS 10741     |
 ET0208| ET0903 ARMISTICE                           APPROX. 2.4 KM 2171000.9 |
 ET0208| ET0209 YA 1 RM 2                             7.596 METERS 24222     |
 ET0208|---------------------------------------------------------------------|
 ET0208
 ET0208                          SUPERSEDED SURVEY CONTROL
 ET0208
 ET0208  NAD 83(1986)-  34 26 46.75537(N)    112 01 47.51909(W) AD(       ) 2
 ET0208  NAD 27      -  34 26 46.66240(N)    112 01 44.95490(W) AD(       ) 2
 ET0208  NGVD 29 (??/??/92) 1298.629  (m)         4260.59   (f) ADJ UNCH    2 0
 ET0208
 ET0208.Superseded values are not recommended for survey control.
 ET0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0208.See file dsdata.txt to determine how the superseded data were derived.
 ET0208
 ET0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0539212126(NAD 83)
 ET0208_MARKER: DS = TRIANGULATION STATION DISK
 ET0208_SETTING: 80 = SET IN A BOULDER
 ET0208_SP_SET: BOULDER
 ET0208_STAMPING: YA 1 1959
 ET0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0208+STABILITY: SURFACE MOTION
 ET0208
 ET0208  HISTORY     - Date     Condition        Report By
 ET0208  HISTORY     - 1959     MONUMENTED       CGS
 ET0208  HISTORY     - 1959     GOOD             CGS
 ET0208
 ET0208                          STATION DESCRIPTION
 ET0208
 ET0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0208'THE STATION IS ABOUT 12 MILES SOUTHWEST OF CAMP VERDE AND 9
 ET0208'MILES NORTHEAST OF CORDES JUNCTION, ON THE EAST SIDE OF
 ET0208'ARIZONA STATE HIGHWAY 79 AT MILE POST 275.
 ET0208'
 ET0208'REACHED FROM THE POST OFFICE AT CAMP VERDE BY GOING SOUTHWEST
 ET0208'ON THE PAVED ROAD FOR 3.0 MILES TO ARIZONA STATE HIGHWAY 79,
 ET0208'TURN LEFT TOWARD PHOENIX AND GO 12.0 MILES TO A METAL GATE
 ET0208'ON THE LEFT JUST AFTER PASSING A HIGHWAY CUT THROUGH ROCK.
 ET0208'TURN LEFT THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTHEAST
 ET0208'FOR 0.1 MILE, TURN LEFT TOWARD THE HIGHWAY FOR 0.05 TO THE
 ET0208'BASE OF A ROCK OUTCROP AND THE STATION.
 ET0208'
 ET0208'THE STATION MARK IS A STANDARD DISK STAMPED YA 1 1959, SET
 ET0208'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET AND IS 3.6
 ET0208'FEET NORTHWEST OF A WITNESS POST.  THERE ARE HIGHER ROCKS
 ET0208'TO THE SOUTH AND WEST.
 ET0208'
 ET0208'R.M. 1 IS A STANDARD DISK STAMPED YA 1 NO 1 1959, SET IN A
 ET0208'DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET AND IS 4 FEET
 ET0208'LOWER THAN THE STATION MARK.  IT IS 14.8 FEET NORTHEAST OF
 ET0208'THE WITNESS POST.
 ET0208'
 ET0208'R.M. 2 IS A STANDARD DISK STAMPED YA 1 NO 2 1959, SET IN A
 ET0208'DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET AND IS 24.5 FEET
 ET0208'SOUTHWEST OF THE WITNESS POST.
 ET0208'
 ET0208'TRIANGULATION STATION ARMISTICE CAN BE USED AS AN AZIMUTH
 ET0208'MARK.  (SEE DESCRIPTION THEREOF.)
 ET0208
 ET0208                          STATION RECOVERY (1959)
 ET0208
 ET0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ET0208'12.0 MI SW FROM CAMP VERDE.
 ET0208'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0208'OFFICE IN CAMP VERDE, THENCE 11.9 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0208'THENCE GO EAST ABOUT 100 YARDS FROM MILEPOST 275 TO THE TOP OF A SMALL
 ET0208'ROCK COVERED KNOLL, 3.6 FEET NORTHWEST OF THE WITNESS POST, CEMENTED
 ET0208'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0207 ***********************************************************************
 ET0207  DESIGNATION -  YA 1 RM 1
 ET0207  PID         -  ET0207
 ET0207  STATE/COUNTY-  AZ/YAVAPAI
 ET0207  USGS QUAD   -  ESTLER PEAK (1974)
 ET0207
 ET0207                         *CURRENT SURVEY CONTROL
 ET0207  ___________________________________________________________________
 ET0207* NAD 83(1986)-  34 26 46.     (N)    112 01 48.     (W)     SCALED    
 ET0207* NAVD 88     -      1298.24   (+/-2cm)    4259.3    (feet)  VERTCON   
 ET0207  ___________________________________________________________________
 ET0207  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 ET0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0207
 ET0207.The horizontal coordinates were scaled from a topographic map and have
 ET0207.an estimated accuracy of +/- 6 seconds.
 ET0207
 ET0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0207.The vertical order pertains to the NGVD 29 superseded value.
 ET0207
 ET0207.The geoid height was determined by GEOID03.
 ET0207
 ET0207;                    North         East    Units  Estimated Accuracy
 ET0207;SPC AZ C     -   382,140.      202,950.      MT  (+/- 180 meters Scaled)
 ET0207
 ET0207                          SUPERSEDED SURVEY CONTROL
 ET0207
 ET0207  NGVD 29 (??/??/92) 1297.489  (m)         4256.85   (f) ADJ UNCH    2 0
 ET0207
 ET0207.Superseded values are not recommended for survey control.
 ET0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0207.See file dsdata.txt to determine how the superseded data were derived.
 ET0207
 ET0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD053121(NAD 83)
 ET0207_MARKER: DR = REFERENCE MARK DISK
 ET0207_SETTING: 80 = SET IN A BOULDER
 ET0207_SP_SET: BOULDER
 ET0207_STAMPING: YA 1 NO 1 1959
 ET0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0207+STABILITY: SURFACE MOTION
 ET0207
 ET0207  HISTORY     - Date     Condition        Report By
 ET0207  HISTORY     - 1959     MONUMENTED       CGS
 ET0207
 ET0207                          STATION DESCRIPTION
 ET0207
 ET0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0207'12.0 MI SE FROM CAMP VERDE.
 ET0207'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0207'OFFICE IN CAMP VERDE, THENCE 11.9 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0207'THENCE GO EAST ABOUT 100 YARDS FROM MILEPOST 275 TO THE TOP OF A SMALL
 ET0207'ROCK COVERED KNOLL, 14.8 FEET NORTHEAST OF THE WITNESS POST, CEMENTED
 ET0207'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0209 ***********************************************************************
 ET0209  DESIGNATION -  YA 1 RM 2
 ET0209  PID         -  ET0209
 ET0209  STATE/COUNTY-  AZ/YAVAPAI
 ET0209  USGS QUAD   -  ESTLER PEAK (1974)
 ET0209
 ET0209                         *CURRENT SURVEY CONTROL
 ET0209  ___________________________________________________________________
 ET0209* NAD 83(1986)-  34 26 46.     (N)    112 01 48.     (W)     SCALED    
 ET0209* NAVD 88     -      1298.89   (+/-2cm)    4261.4    (feet)  VERTCON   
 ET0209  ___________________________________________________________________
 ET0209  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 ET0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0209
 ET0209.The horizontal coordinates were scaled from a topographic map and have
 ET0209.an estimated accuracy of +/- 6 seconds.
 ET0209
 ET0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0209.The vertical order pertains to the NGVD 29 superseded value.
 ET0209
 ET0209.The geoid height was determined by GEOID03.
 ET0209
 ET0209;                    North         East    Units  Estimated Accuracy
 ET0209;SPC AZ C     -   382,140.      202,950.      MT  (+/- 180 meters Scaled)
 ET0209
 ET0209                          SUPERSEDED SURVEY CONTROL
 ET0209
 ET0209  NGVD 29 (??/??/92) 1298.143  (m)         4258.99   (f) ADJ UNCH    2 0
 ET0209
 ET0209.Superseded values are not recommended for survey control.
 ET0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0209.See file dsdata.txt to determine how the superseded data were derived.
 ET0209
 ET0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD053121(NAD 83)
 ET0209_MARKER: DR = REFERENCE MARK DISK
 ET0209_SETTING: 80 = SET IN A BOULDER
 ET0209_SP_SET: BOULDER
 ET0209_STAMPING: YA 1 NO 2 1959
 ET0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0209+STABILITY: SURFACE MOTION
 ET0209
 ET0209  HISTORY     - Date     Condition        Report By
 ET0209  HISTORY     - 1959     MONUMENTED       CGS
 ET0209
 ET0209                          STATION DESCRIPTION
 ET0209
 ET0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0209'12.0 MI SW FROM CAMP VERDE.
 ET0209'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0209'OFFICE IN CAMP VERDE, THENCE 11.9 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0209'THENCE GO EAST ABOUT 100 YARDS FROM MILEPOST 275 TO THE TOP OF A SMALL
 ET0209'ROCK COVERED KNOLL, 24.5 FEET SOUTHWEST OF THE WITNESS POST, CEMENTED
 ET0209'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0906 ***********************************************************************
 ET0906  DESIGNATION -  YA 2
 ET0906  PID         -  ET0906
 ET0906  STATE/COUNTY-  AZ/YAVAPAI
 ET0906  USGS QUAD   -  ESTLER PEAK (1974)
 ET0906
 ET0906                         *CURRENT SURVEY CONTROL
 ET0906  ___________________________________________________________________
 ET0906* NAD 83(1992)-  34 27 58.85148(N)    112 01 46.53532(W)     ADJUSTED  
 ET0906* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 ET0906  ___________________________________________________________________
 ET0906  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 ET0906  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 ET0906  HORZ ORDER  -  SECOND
 ET0906
 ET0906.The horizontal coordinates were established by classical geodetic methods
 ET0906.and adjusted by the National Geodetic Survey in August 1993.
 ET0906
 ET0906.The orthometric height was scaled from a topographic map.
 ET0906
 ET0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0906
 ET0906.The geoid height was determined by GEOID03.
 ET0906
 ET0906;                    North         East     Units Scale Factor Converg.
 ET0906;SPC AZ C     -   384,384.823   202,985.704   MT  0.99990133   -0 03 50.1
 ET0906;SPC AZ C     - 1,261,105.06    665,963.60   iFT  0.99990133   -0 03 50.1
 ET0906;UTM  12      - 3,814,346.490   405,440.198   MT  0.99971021   -0 34 57.8
 ET0906
 ET0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0906!SPC AZ C     -   0.99979824  x   0.99990133  =   0.99969959
 ET0906!UTM  12      -   0.99979824  x   0.99971021  =   0.99950851
 ET0906
 ET0906|---------------------------------------------------------------------|
 ET0906| PID    Reference Object                     Distance      Geod. Az  |
 ET0906|                                                           dddmmss.s |
 ET0906| CH4619 YA 2 RM 1                            10.242 METERS 08325     |
 ET0906| CH4620 YA 2 RM 2                             6.037 METERS 16552     |
 ET0906| ET0208 YA 1                                APPROX. 2.2 KM 1803854.3 |
 ET0906|---------------------------------------------------------------------|
 ET0906
 ET0906                          SUPERSEDED SURVEY CONTROL
 ET0906
 ET0906  NAD 83(1986)-  34 27 58.84607(N)    112 01 46.53415(W) AD(       ) 2
 ET0906  NAD 27      -  34 27 58.74840(N)    112 01 43.97020(W) AD(       ) 2
 ET0906
 ET0906.Superseded values are not recommended for survey control.
 ET0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0906.See file dsdata.txt to determine how the superseded data were derived.
 ET0906
 ET0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD0544014346(NAD 83)
 ET0906_MARKER: DS = TRIANGULATION STATION DISK
 ET0906_SETTING: 80 = SET IN A BOULDER
 ET0906_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ET0906
 ET0906  HISTORY     - Date     Condition        Report By
 ET0906  HISTORY     - 1959     MONUMENTED       CGS
 ET0906  HISTORY     - 1967     GOOD             CGS
 ET0906
 ET0906                          STATION DESCRIPTION
 ET0906
 ET0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
 ET0906'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTHWEST OF CAMP
 ET0906'VERDE, 4 MILES SOUTH OF A CONCRETE BRIDGE OVER CIENGO CREEK
 ET0906'AND 0.25 MILE WEST OF STATE HIGHWAY 79 ON THE EAST END OF AN
 ET0906'EAST-WEST RIDGE.
 ET0906'
 ET0906'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE, GO
 ET0906'SOUTH AND WEST ON A BLACK TOPPED ROAD FOR 3.0 MILES TO THE
 ET0906'JUNCTION OF STATE HIGHWAY 79, TURN LEFT, GO SOUTHWEST ON
 ET0906'STATE HIGHWAY 79 FOR 7.3 MILES TO A CONCRETE BRIDGE OVER
 ET0906'CIENEGO CREEK AND THE FRANK BLISS SERVICE STATION ON THE
 ET0906'RIGHT, CONTINUE SOUTHWEST ON THE HIGHWAY FOR 2.2 MILES TO A WIRE
 ET0906'GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE GATE AND FOLLOW
 ET0906'THE TRACK ROAD SOUTHWEST FOR 0.1 MILE TO A POINT JUST AFTER
 ET0906'CROSSING A SMALL DRAW, TURN LEFT, LEAVE THE TRACK ROAD AND GO
 ET0906'SOUTH ALONG THE WEST SIDE OF THE DRAW FOR 0.55 MILE TO A
 ET0906'WIRE GATE, PASS THROUGH THE GATE AND GO SOUTHWEST ACROSS
 ET0906'COUNTRY FOR 0.5 MILE TO THE TOP OF A RIDGE.  HERE TURN
 ET0906'LEFT AND GO SOUTHEAST FOR 0.3 MILE TO THE EAST END OF THE
 ET0906'RIDGE AND THE STATION.
 ET0906'
 ET0906'THE STATION MARK, STAMPED YA 2 1959, IS A STANDARD DISK CEMENTED
 ET0906'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES AND IS 23.8
 ET0906'FEET NORTHWEST OF A WITNESS POST.
 ET0906'
 ET0906'REFERENCE MARK NO. 1, STAMPED YA 2 NO 1 1959, IS A STANDARD
 ET0906'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 ET0906'THE SURFACE OF THE GROUND AND IS 32.2 FEET NORTH OF A WITNESS
 ET0906'POST.
 ET0906'
 ET0906'REFERENCE MARK NO. 2, STAMPED YA 2 NO 2 1959, IS A STANDARD
 ET0906'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 ET0906'ABOUT 4 INCHES AND IS 6.9 FEET EAST OF A WITNESS POST.
 ET0906'
 ET0906'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 36.7 FEET.
 ET0906'
 ET0906'TRIANGULATION STATION YA 1 CAN BE USED FOR AN AZIMUTH MARK.
 ET0906'(SEE DESCRIPTION THEREOF).
 ET0906
 ET0906                          STATION RECOVERY (1967)
 ET0906
 ET0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ET0906'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ET0906'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 ET0906'WAS FOUND TO BE COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1127 ***********************************************************************
 ET1127  DESIGNATION -  YAEGER
 ET1127  PID         -  ET1127
 ET1127  STATE/COUNTY-  AZ/YAVAPAI
 ET1127  USGS QUAD   -  HUMBOLDT (1973)
 ET1127
 ET1127                         *CURRENT SURVEY CONTROL
 ET1127  ___________________________________________________________________
 ET1127* NAD 83(1992)-  34 37 09.20536(N)    112 14 42.13391(W)     ADJUSTED  
 ET1127* NAVD 88     -      1536.3    (meters)    5040.     (feet)  VERTCON   
 ET1127  ___________________________________________________________________
 ET1127  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 ET1127  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 ET1127  HORZ ORDER  -  THIRD
 ET1127
 ET1127.The horizontal coordinates were established by classical geodetic methods
 ET1127.and adjusted by the National Geodetic Survey in August 1993.
 ET1127
 ET1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1127
 ET1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1127
 ET1127.The geoid height was determined by GEOID03.
 ET1127
 ET1127;                    North         East     Units Scale Factor Converg.
 ET1127;SPC AZ C     -   401,385.247   183,248.407   MT  0.99991117   -0 11 11.6
 ET1127;SPC AZ C     - 1,316,880.73    601,208.68   iFT  0.99991117   -0 11 11.6
 ET1127;UTM  12      - 3,831,522.347   385,861.297   MT  0.99976057   -0 42 26.7
 ET1127
 ET1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1127!SPC AZ C     -   0.99976295  x   0.99991117  =   0.99967414
 ET1127!UTM  12      -   0.99976295  x   0.99976057  =   0.99952358
 ET1127
 ET1127:                Primary Azimuth Mark                     Grid Az
 ET1127:SPC AZ C     -  ROUND                                    154 36 32.9
 ET1127:UTM  12      -  ROUND                                    155 07 48.0
 ET1127
 ET1127|---------------------------------------------------------------------|
 ET1127| PID    Reference Object                     Distance      Geod. Az  |
 ET1127|                                                           dddmmss.s |
 ET1127| ET0866 ROUND                               APPROX.12.1 KM 1542521.3 |
 ET1127|---------------------------------------------------------------------|
 ET1127
 ET1127                          SUPERSEDED SURVEY CONTROL
 ET1127
 ET1127  NAD 83(1986)-  34 37 09.20197(N)    112 14 42.13234(W) AD(       ) 3
 ET1127  NGVD 29 (04/23/90) 1535.5    (m)         5038.     (f) VERT ANG    3  
 ET1127
 ET1127.Superseded values are not recommended for survey control.
 ET1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1127.See file dsdata.txt to determine how the superseded data were derived.
 ET1127
 ET1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD8586131522(NAD 83)
 ET1127_MARKER: DS = TRIANGULATION STATION DISK
 ET1127_SETTING: 80 = SET IN A BOULDER
 ET1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET1127+STABILITY: SURFACE MOTION
 ET1127
 ET1127  HISTORY     - Date     Condition        Report By
 ET1127  HISTORY     - 1943     MONUMENTED       USGS
 ET1127  HISTORY     - 1973     GOOD             USGS
 ET1127
 ET1127                          STATION DESCRIPTION
 ET1127
 ET1127'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 ET1127'LOCATED 13 MI E. AND 3 MI N. OF PRESCOTT, 2 MI NW. OF POINT WHERE
 ET1127'GRAPEVINE CANYON EMERGES FROM WEST TOE OF BLACK HILLS, 0.5 MI E.
 ET1127'OF YAEGER CANYON, ABOUT 90 FT E. OF STATE HWY. 179.  ON FLOOR OF
 ET1127'VALLEY.
 ET1127'
 ET1127'TO REACH FROM POINT ON U.S. HWY. 89 2 MI N. OF PRESCOTT, DRIVE 8
 ET1127'MI E. ON STATE HWY. 69.  TURN N. ON STATE HWY. 179 0.55 MI ACROSS
 ET1127'RR., CONTINUE N. 4.1 MI TO STATION.
 ET1127'
 ET1127'STATION MARK--STANDARD TABLET, UNSTAMPED, CEMENTED IN LARGE
 ET1127'BOULDER 90 FT E. OF RD.
 ET1127
 ET1127                          STATION RECOVERY (1973)
 ET1127
 ET1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 ET1127'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0926 ***********************************************************************
 FQ0926  DESIGNATION -  YALIN
 FQ0926  PID         -  FQ0926
 FQ0926  STATE/COUNTY-  AZ/NAVAJO
 FQ0926  USGS QUAD   -  TSIN NAAN TEE (1990)
 FQ0926
 FQ0926                         *CURRENT SURVEY CONTROL
 FQ0926  ___________________________________________________________________
 FQ0926* NAD 83(1992)-  35 38 53.21749(N)    110 06 21.24527(W)     ADJUSTED  
 FQ0926* NAVD 88     -      2029.0    (meters)    6657.     (feet)  VERTCON   
 FQ0926  ___________________________________________________________________
 FQ0926  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 FQ0926  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 FQ0926  HORZ ORDER  -  THIRD
 FQ0926
 FQ0926.The horizontal coordinates were established by classical geodetic methods
 FQ0926.and adjusted by the National Geodetic Survey in August 1993.
 FQ0926
 FQ0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0926
 FQ0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0926
 FQ0926.The geoid height was determined by GEOID03.
 FQ0926
 FQ0926;                    North         East     Units Scale Factor Converg.
 FQ0926;SPC AZ E     -   515,474.941   218,862.501   MT  0.99990037   +0 02 07.5
 FQ0926;SPC AZ E     - 1,691,190.75    718,052.82   iFT  0.99990037   +0 02 07.5
 FQ0926;UTM  12      - 3,945,288.597   580,940.502   MT  0.99968073   +0 31 16.0
 FQ0926
 FQ0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0926!SPC AZ E     -   0.99968504  x   0.99990037  =   0.99958545
 FQ0926!UTM  12      -   0.99968504  x   0.99968073  =   0.99936587
 FQ0926
 FQ0926|---------------------------------------------------------------------|
 FQ0926| PID    Reference Object                     Distance      Geod. Az  |
 FQ0926|                                                           dddmmss.s |
 FQ0926| CS3428 YALIN RM 2                           12.073 METERS 02506     |
 FQ0926| FQ0716 BESHBITO                            APPROX. 8.4 KM 0330714.2 |
 FQ0926| CS3427 YALIN RM 1                           13.954 METERS 10036     |
 FQ0926|---------------------------------------------------------------------|
 FQ0926
 FQ0926                          SUPERSEDED SURVEY CONTROL
 FQ0926
 FQ0926  NAD 83(1986)-  35 38 53.21732(N)    110 06 21.24674(W) AD(       ) 3
 FQ0926  NGVD 29 (02/23/90) 2028.1    (m)         6654.     (f) VERT ANG    3  
 FQ0926
 FQ0926.Superseded values are not recommended for survey control.
 FQ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0926.See file dsdata.txt to determine how the superseded data were derived.
 FQ0926
 FQ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE8094145289(NAD 83)
 FQ0926_MARKER: DS = TRIANGULATION STATION DISK
 FQ0926_SETTING: 80 = SET IN A BOULDER
 FQ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0926+STABILITY: SURFACE MOTION
 FQ0926
 FQ0926  HISTORY     - Date     Condition        Report By
 FQ0926  HISTORY     - 1965     MONUMENTED       USGS
 FQ0926
 FQ0926                          STATION DESCRIPTION
 FQ0926
 FQ0926'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FQ0926'LOCATED ABOUT 11 MI SE. OF KEAMS CANYON, 5 MI NW. OF WHITE CONE
 FQ0926'SCHOOL, 5 MI NE. OF STEPHEN BUTTE, 2 MI E. OF OLD HOLBROOK HWY.
 FQ0926'A LITTLE E. OF PRESENT POWER LINE, ON TREE-COVERED TOP.
 FQ0926'
 FQ0926'TO REACH FROM INTERSECTION OF HWY. 264 AT KEAMS CANYON, GO 8 MI
 FQ0926'S. ON HWY. 264 TO HOLBROOK TURNOFF.  TURN RIGHT 4.3 MI S.  TURN
 FQ0926'RIGHT 0.3 MI W. TO Y-RD. AT GRAVEL PIT.  TAKE RIGHT FORK 0.25 MI
 FQ0926'TO Y-RD.  TAKE LEFT FORK 0.9 MI W. TO OLD HWY.  TURN LEFT 1.35 MI
 FQ0926'S. TO RD. INTERSECTION.  TAKE DIM RD. LEFT 0.55 MI E. TO TOP OF
 FQ0926'TREE-COVERED HILL AND STATION ABOUT 130 FT S. OF RD.
 FQ0926'
 FQ0926'STATION MARK--STANDARD TABLET STAMPED---YALIN 1965---, IN LARGE
 FQ0926'ROCK PROJECTING 0.3 FT.
 FQ0926'
 FQ0926'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1965---, CEMENTED IN
 FQ0926'LARGE ROCK.
 FQ0926'
 FQ0926'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1965---, CEMENTED IN
 FQ0926'LARGE ROCK, ABOUT 1 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0864 ***********************************************************************
 ET0864  DESIGNATION -  YARBER
 ET0864  PID         -  ET0864
 ET0864  STATE/COUNTY-  AZ/YAVAPAI
 ET0864  USGS QUAD   -  HUMBOLDT (1973)
 ET0864
 ET0864                         *CURRENT SURVEY CONTROL
 ET0864  ___________________________________________________________________
 ET0864* NAD 83(1992)-  34 32 52.50969(N)    112 09 56.16782(W)     ADJUSTED  
 ET0864* NAVD 88     -      1514.2    (meters)    4968.     (feet)  VERTCON   
 ET0864  ___________________________________________________________________
 ET0864  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 ET0864  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 ET0864  HORZ ORDER  -  SECOND
 ET0864
 ET0864.The horizontal coordinates were established by classical geodetic methods
 ET0864.and adjusted by the National Geodetic Survey in August 1993.
 ET0864
 ET0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0864
 ET0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0864
 ET0864.The geoid height was determined by GEOID03.
 ET0864
 ET0864;                    North         East     Units Scale Factor Converg.
 ET0864;SPC AZ C     -   393,455.159   190,513.116   MT  0.99990643   -0 08 28.2
 ET0864;SPC AZ C     - 1,290,863.38    625,043.03   iFT  0.99990643   -0 08 28.2
 ET0864;UTM  12      - 3,823,527.871   393,052.548   MT  0.99974098   -0 39 39.9
 ET0864
 ET0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0864!SPC AZ C     -   0.99976644  x   0.99990643  =   0.99967289
 ET0864!UTM  12      -   0.99976644  x   0.99974098  =   0.99950748
 ET0864
 ET0864|---------------------------------------------------------------------|
 ET0864| PID    Reference Object                     Distance      Geod. Az  |
 ET0864|                                                           dddmmss.s |
 ET0864| CH4625 YARBER RM 1                          10.715 METERS 09524     |
 ET0864| ET0863 OSBORNE                             APPROX. 3.4 KM 1160644.1 |
 ET0864| CH4626 YARBER RM 2                          10.800 METERS 27711     |
 ET0864|---------------------------------------------------------------------|
 ET0864
 ET0864                          SUPERSEDED SURVEY CONTROL
 ET0864
 ET0864  NAD 83(1986)-  34 32 52.50555(N)    112 09 56.16589(W) AD(       ) 2
 ET0864  NAD 27      -  34 32 52.41840(N)    112 09 53.58914(W) AD(       ) 2
 ET0864  NGVD 29 (07/19/86) 1513.4    (m)         4965.     (f) VERT ANG    3  
 ET0864
 ET0864.Superseded values are not recommended for survey control.
 ET0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0864.See file dsdata.txt to determine how the superseded data were derived.
 ET0864
 ET0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD9305323528(NAD 83)
 ET0864_MARKER: DD = SURVEY DISK
 ET0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0864+STABILITY: SURFACE MOTION
 ET0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0864+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2008
 ET0864
 ET0864  HISTORY     - Date     Condition        Report By
 ET0864  HISTORY     - 1980     MONUMENTED       AZDT
 ET0864  HISTORY     - 20080703 GOOD             GEOCAC
 ET0864  HISTORY     - 20080711 GOOD             GEOCAC
 ET0864
 ET0864                          STATION DESCRIPTION
 ET0864
 ET0864'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0864'THE STATION IS LOCATED 17 MILES EAST OF PRESCOTT, 4.5 MILES NORTHEAST
 ET0864'OF DEWEY ALONG THE NORTH SIDE OF ARIZONA HIGHWAY 169.
 ET0864'
 ET0864'THE STATION MARK IS AN ADOT DISK STAMPED YARBER 1980.  IT IS SET IN
 ET0864'TOP OF A CONCRETE MONUMENT 4 FEET SOUTHWEST OF THE WITNESS POST AND 97
 ET0864'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 ET0864'
 ET0864'REFERENCE MARK 1 IS AN ADOT DISK STAMPED YARBER RM 1 1980.  IT IS SET
 ET0864'IN TOP OF A CONCRETE MONUMENT.
 ET0864'
 ET0864'REFERENCE MARK 2 IS AN ADOT DISK STAMPED YARBER RM 2 1980.  IT IS SET
 ET0864'IN TOP OF A CONCRETE MONUMENT.
 ET0864'
 ET0864'TO REACH THE STATION FROM THE POST OFFICE IN DEWEY TRAVEL EAST ALONG
 ET0864'ARIZONA HIGHWAY 169 FOR 4.75 MILES TO THE STATION ON THE LEFT ON TOP
 ET0864'OF A 12 FOOT HIGHWAY CUTBANK.
 ET0864
 ET0864                          STATION RECOVERY (2008)
 ET0864
 ET0864'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ET0864'RECOVERED YARBER, RM 1 AND RM 2 IN GOOD CONDITION.
 ET0864
 ET0864                          STATION RECOVERY (2008)
 ET0864
 ET0864'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0864'RECOVERED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 IN GOOD
 ET0864'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0955 ***********************************************************************
 ES0955  DESIGNATION -  YARD
 ES0955  PID         -  ES0955
 ES0955  STATE/COUNTY-  AZ/COCONINO
 ES0955  USGS QUAD   -  WOODS CANYON (1990)
 ES0955
 ES0955                         *CURRENT SURVEY CONTROL
 ES0955  ___________________________________________________________________
 ES0955* NAD 83(1992)-  34 17 40.20849(N)    110 58 36.02373(W)     ADJUSTED  
 ES0955* NAVD 88     -      1873.32   (+/-2cm)    6146.1    (feet)  VERTCON   
 ES0955  ___________________________________________________________________
 ES0955  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 ES0955  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ES0955  HORZ ORDER  -  SECOND
 ES0955  VERT ORDER  -  THIRD ? (See Below)
 ES0955
 ES0955.The horizontal coordinates were established by classical geodetic methods
 ES0955.and adjusted by the National Geodetic Survey in August 1993.
 ES0955
 ES0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0955.The vertical order pertains to the NGVD 29 superseded value.
 ES0955
 ES0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES0955
 ES0955.The geoid height was determined by GEOID03.
 ES0955
 ES0955;                    North         East     Units Scale Factor Converg.
 ES0955;SPC AZ C     -   365,718.244   299,893.028   MT  0.99999227   +0 31 46.8
 ES0955;SPC AZ C     - 1,199,863.01    983,901.01   iFT  0.99999227   +0 31 46.8
 ES0955;SPC AZ E     -   365,615.267   138,793.493   MT  0.99996852   -0 27 23.1
 ES0955;SPC AZ E     - 1,199,525.15    455,359.23   iFT  0.99996852   -0 27 23.1
 ES0955;UTM  12      - 3,794,810.845   502,146.711   MT  0.99960006   +0 00 47.3
 ES0955
 ES0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES0955!SPC AZ C     -   0.99970984  x   0.99999227  =   0.99970211
 ES0955!SPC AZ E     -   0.99970984  x   0.99996852  =   0.99967837
 ES0955!UTM  12      -   0.99970984  x   0.99960006  =   0.99931001
 ES0955
 ES0955|---------------------------------------------------------------------|
 ES0955| PID    Reference Object                     Distance      Geod. Az  |
 ES0955|                                                           dddmmss.s |
 ES0955| DZ1437 YARD RM 1                            10.026 METERS 02124     |
 ES0955| ES0950 VIEW                                APPROX. 3.8 KM 0613505.0 |
 ES0955| DZ1435 YARD RM 3                                          0655402.4 |
 ES0955| DZ1436 YARD RM 2                            10.012 METERS 28606     |
 ES0955|---------------------------------------------------------------------|
 ES0955
 ES0955                          SUPERSEDED SURVEY CONTROL
 ES0955
 ES0955  NAD 83(1986)-  34 17 40.20299(N)    110 58 36.02886(W) AD(       ) 2
 ES0955  NGVD 29 (08/03/87) 1872.40   (m)         6143.0    (f) LEVELING    3  
 ES0955
 ES0955.Superseded values are not recommended for survey control.
 ES0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0955.See file dsdata.txt to determine how the superseded data were derived.
 ES0955
 ES0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0214794811(NAD 83)
 ES0955_MARKER: DS = TRIANGULATION STATION DISK
 ES0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0955+STABILITY: SURFACE MOTION
 ES0955
 ES0955  HISTORY     - Date     Condition        Report By
 ES0955  HISTORY     - 1984     MONUMENTED       AZDT
 ES0955  HISTORY     - 20050903 GOOD             USPSQD
 ES0955
 ES0955                          STATION DESCRIPTION
 ES0955
 ES0955'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984 (BK)
 ES0955'THE STATION IS LOCATED 21 MILES NORTHEAST OF PAYSON ALONG STATE ROUTE
 ES0955'260.  IT IS IN THE WEST END OF A SMALL MEADOW 400 FEET WEST OF THE
 ES0955'AZDT COLCORD MAINTENANCE YARD.
 ES0955'
 ES0955'THE STATION MARK IS AN AZDT DISK STAMPED---YARD 1984---.  IT IS SET IN
 ES0955'TOP OF A 10 INCH CONCRETE MONUMENT 4 FEET NORTH OF THE WITNESS POST.
 ES0955'
 ES0955'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---YARD RM 1 1984---.  IT IS
 ES0955'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0955'
 ES0955'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---YARD RM 2 1984---.  IT IS
 ES0955'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 ES0955'
 ES0955'REFERENCE MARK 3 IS AN AZDT DISK STAMPED---YARD RM 3 1984---.  IT IS
 ES0955'SET IN TOP OF A 10 INCH CONCRETE MONUMENT BY A WITNESS POST.
 ES0955'
 ES0955'TO REACH THE STATION FROM THE POST OFFICE IN PAYSON TRAVEL EAST ALONG
 ES0955'MAIN STREET FOR 0.6 MILE TO STATE ROUTE 87.  TURN LEFT ALONG SR 87 FOR
 ES0955'0.7 MILE TO THE JUNCTION WITH STATE ROUTE 260.  TURN RIGHT ALONG SR
 ES0955'260 FOR 25 MILES TO THE COLCORD MAINTENANCE YARD ON THE LEFT.  TURN
 ES0955'LEFT AND AT THE GATE TURN LEFT AGAIN AND TRAVEL 0.1 MILE TO THE SOUTH
 ES0955'WEST END OF MEADOW AND STATION 74 FEET NORTH OF THE CENTER LINE OF THE
 ES0955'HIGHWAY.
 ES0955
 ES0955                          STATION RECOVERY (2005)
 ES0955
 ES0955'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ES0955'RECOVERED AS DESCRIBED.  SIGN IS GONE OFF OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1203 ***********************************************************************
 CG1203  DESIGNATION -  YARD
 CG1203  PID         -  CG1203
 CG1203  STATE/COUNTY-  AZ/COCHISE
 CG1203  USGS QUAD   -  SAINT DAVID (1973)
 CG1203
 CG1203                         *CURRENT SURVEY CONTROL
 CG1203  ___________________________________________________________________
 CG1203* NAD 83(1992)-  31 54 12.08450(N)    110 12 48.59542(W)     ADJUSTED  
 CG1203* NAVD 88     -      1127.6    (meters)    3699.     (feet)  VERTCON   
 CG1203  ___________________________________________________________________
 CG1203  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CG1203  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CG1203  HORZ ORDER  -  SECOND
 CG1203
 CG1203.The horizontal coordinates were established by classical geodetic methods
 CG1203.and adjusted by the National Geodetic Survey in August 1993.
 CG1203
 CG1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1203
 CG1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1203
 CG1203.The geoid height was determined by GEOID03.
 CG1203
 CG1203;                    North         East     Units Scale Factor Converg.
 CG1203;SPC AZ E     -   100,152.677   208,930.499   MT  0.99990024   -0 01 29.1
 CG1203;SPC AZ E     -   328,584.90    685,467.52   iFT  0.99990024   -0 01 29.1
 CG1203;UTM  12      - 3,529,993.371   574,368.105   MT  0.99966821   +0 24 56.4
 CG1203
 CG1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1203!SPC AZ E     -   0.99982733  x   0.99990024  =   0.99972759
 CG1203!UTM  12      -   0.99982733  x   0.99966821  =   0.99949560
 CG1203
 CG1203|---------------------------------------------------------------------|
 CG1203| PID    Reference Object                     Distance      Geod. Az  |
 CG1203|                                                           dddmmss.s |
 CG1203| CS6179 YARD RM 1                            10.712 METERS 16506     |
 CG1203| CS6180 YARD RM 2                            10.740 METERS 34817     |
 CG1203|---------------------------------------------------------------------|
 CG1203
 CG1203                          SUPERSEDED SURVEY CONTROL
 CG1203
 CG1203  NAD 83(1986)-  31 54 12.07870(N)    110 12 48.59157(W) AD(       ) 2
 CG1203  NGVD 29 (06/28/91) 1126.8    (m)         3697.     (f) VERT ANG    3  
 CG1203
 CG1203.Superseded values are not recommended for survey control.
 CG1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1203.See file dsdata.txt to determine how the superseded data were derived.
 CG1203
 CG1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA7436829993(NAD 83)
 CG1203_MARKER: DS = TRIANGULATION STATION DISK
 CG1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG1203+STABILITY: SURFACE MOTION
 CG1203
 CG1203  HISTORY     - Date     Condition        Report By
 CG1203  HISTORY     - 1986     MONUMENTED       AZDT
 CG1203  HISTORY     - 19981001 GOOD             USPSQD
 CG1203  HISTORY     - 20060908 GOOD             GEOCAC
 CG1203
 CG1203                          STATION DESCRIPTION
 CG1203
 CG1203'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (ART)
 CG1203'THE STATION IS LOCATED 1/2 MILE SOUTH OF ST. DAVID ALONG THE EAST SIDE
 CG1203'OF U.S. HIGHWAY 80.
 CG1203'
 CG1203'THE STATION MARK IS AN AZDT DISK STAMPED---YARD 1986---.  IT IS SET IN
 CG1203'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS 4 FEET SOUTH OF THE WITNESS
 CG1203'POST AND 2-1/2 FEET WEST OF THE RIGHT OF WAY FENCE.
 CG1203'
 CG1203'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---YARD RM 1 1986---.  IT IS
 CG1203'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1203'
 CG1203'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---YARD RM 2 1986---.  IT IS
 CG1203'SET IN TOP OF A 10 INCH CONCRETE MONUMENT.
 CG1203'
 CG1203'TO REACH THE STATION FROM THE POST OFFICE IN ST. DAVID TRAVEL EAST AND
 CG1203'SOUTH ALONG U.S. HIGHWAY 80 FOR 0.6 MILE TO THE STATION ON THE LEFT
 CG1203'JUST SOUTH OF THE HIGHWAY MAINTENANCE YARD AT MILE POST 300.85.
 CG1203
 CG1203                          STATION RECOVERY (1998)
 CG1203
 CG1203'RECOVERY NOTE BY US POWER SQUADRON 1998
 CG1203'RECOVERED IN GOOD CONDITION.
 CG1203
 CG1203                          STATION RECOVERY (2006)
 CG1203
 CG1203'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CG1203'RECOVERED THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 AS
 CG1203'DESCRIBED WITH THE FOLLOWING UPDATES TO THE DESCRIPTION - ALL ARE
 CG1203'STAMPED WITH 1987 (NOT 1986), THE INSCRIPTIONS ON REFERENCE MARK 1
 CG1203'HAVE BEEN BADLY DAMAGED FROM A MOWER, REFERENCE MARK 2 IS LOCATED ON
 CG1203'CURBING 2 FEET FROM THE CORNER OF THE PROPERTY AND 1 FOOT FROM A CABLE
 CG1203'BOX, AND THE WITNESS POST HAS BEEN KNOCKED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AI5121 ***********************************************************************
 AI5121  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5121  DESIGNATION -  YARD
 AI5121  PID         -  AI5121
 AI5121  STATE/COUNTY-  AZ/MOHAVE
 AI5121  USGS QUAD   -  NEEDLES (1975)
 AI5121
 AI5121                         *CURRENT SURVEY CONTROL
 AI5121  ___________________________________________________________________
 AI5121* NAD 83(2007)-  34 52 06.51529(N)    114 33 44.43666(W)     ADJUSTED  
 AI5121* NAVD 88     -       142.48   (meters)     467.5    (feet)  GPS OBS   
 AI5121  ___________________________________________________________________
 AI5121  EPOCH DATE  -        2007.00
 AI5121  X           -  -2,177,711.479 (meters)                     COMP
 AI5121  Y           -  -4,764,805.610 (meters)                     COMP
 AI5121  Z           -   3,625,968.819 (meters)                     COMP
 AI5121  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AI5121  ELLIP HEIGHT-         111.713 (meters)          (03/02/09) ADJUSTED
 AI5121  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AI5121
 AI5121  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5121  Type    PID    Designation                      North   East  Ellip
 AI5121  -------------------------------------------------------------------
 AI5121  NETWORK AI5121 YARD                              0.73   0.80   2.02
 AI5121  -------------------------------------------------------------------
 AI5121  ELLP ORDER  -  FOURTH    CLASS I
 AI5121
 AI5121.The horizontal coordinates were established by GPS observations
 AI5121.and adjusted by the National Geodetic Survey in February 2007.
 AI5121
 AI5121.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5121.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5121.The horizontal coordinates are valid at the epoch date displayed above.
 AI5121.The epoch date for horizontal control is a decimal equivalence
 AI5121.of Year/Month/Day.
 AI5121
 AI5121.The orthometric height was determined by GPS observations and a
 AI5121.high-resolution geoid model.
 AI5121.The orthometric height was determined by GPS observations and a
 AI5121.high-resolution geoid model using precise GPS observation and
 AI5121.processing techniques.
 AI5121
 AI5121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5121
 AI5121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5121
 AI5121.The ellipsoidal height was determined by GPS observations
 AI5121.and is referenced to NAD 83.
 AI5121
 AI5121.The geoid height was determined by GEOID03.
 AI5121
 AI5121;                    North         East     Units Scale Factor Converg.
 AI5121;SPC AZ W     -   429,299.856   139,088.266   MT  1.00000130   -0 27 52.0
 AI5121;SPC AZ W     - 1,408,464.09    456,326.33   iFT  1.00000130   -0 27 52.0
 AI5121;UTM  11      - 3,861,168.525   722,819.000   MT  1.00021195   +1 23 39.0
 AI5121
 AI5121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5121!SPC AZ W     -   0.99998246  x   1.00000130  =   0.99998376
 AI5121!UTM  11      -   0.99998246  x   1.00021195  =   1.00019441
 AI5121
 AI5121                          SUPERSEDED SURVEY CONTROL
 AI5121
 AI5121  ELLIP H (02/10/07)  111.682  (m)                       GP(2007.00)    
 AI5121  NAD 83(1992)-  34 52 06.51503(N)    114 33 44.43763(W) AD(1999.37) A
 AI5121  ELLIP H (05/16/00)  111.709  (m)                       GP(1999.37) 4 1
 AI5121
 AI5121.Superseded values are not recommended for survey control.
 AI5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5121.See file dsdata.txt to determine how the superseded data were derived.
 AI5121
 AI5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2281961169(NAD 83)
 AI5121_MARKER: DD = SURVEY DISK
 AI5121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5121_STAMPING: GPS STA YARD 1999 RLS 10343
 AI5121_MARK LOGO: AZ-015
 AI5121_PROJECTION: PROJECTING 8 CENTIMETERS
 AI5121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5121+STABILITY: SURFACE MOTION
 AI5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5121+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AI5121
 AI5121  HISTORY     - Date     Condition        Report By
 AI5121  HISTORY     - 1999     MONUMENTED       AZ-015
 AI5121  HISTORY     - 20070306 GOOD             WAPA
 AI5121  HISTORY     - 20080625 GOOD             GEOANA
 AI5121
 AI5121                          STATION DESCRIPTION
 AI5121
 AI5121'DESCRIBED BY MOHAVE COUNTY ARIZONA 1999
 AI5121'STATION YARD WAS OBSERVED BY MOHAVE COUNTY.  TO REACH THE STATION FROM
 AI5121'THE TRAIN STATION IN NEEDLES, CA GO WEST FOR 0.05 MILES (0.08 KM) TO F
 AI5121'STREET, THENCE SOUTH ON F STREET FOR 0.1 MILES (0.2 KM) TO BROADWAY,
 AI5121'THENCE NORTHWESTERLY (RIGHT) ON BROADWAY FOR 0.8 MILES, (1.3 KM)
 AI5121'ACROSS I-40 BUSINESS ROUTE OVERPASS TO NEEDLES HIGHWAY, THENCE EAST
 AI5121'(RIGHT) ON NEEDLES HIGHWAY FOR 0.2 MILES (0.3 KM) TO K STREET, THENCE
 AI5121'NORTH FOR 1.45 MILES (2.33 KM) ON K STREET ACROSS THE NEEDLES BRIDGE
 AI5121'AND THE COLORADO RIVER, ROAD NOW BECOMES STATE ROUTE 95, TO THE
 AI5121'INTERSECTION OF STATE ROUTE 95 AND COURTWRIGHT ROAD, THENCE EAST
 AI5121'(RIGHT) ON COURTWRIGHT ROAD FOR 1.95 MILES (3.14 KM) TO THE
 AI5121'INTERSECTION OF VANDERSLICE ROAD, NOTE SIGN FOR MOHAVE COUNTY ROAD
 AI5121'DEPARTMENT AND MOHAVE COUNTY SHERIFF SUBSTATION, THENCE NORTH ON
 AI5121'VANDERSLICE FOR 0.2 MILE (0.3 KM) TO NORTHWERLY GATE, ON THE RIGHT, OF
 AI5121'THE MOHAVE COUNTY ROAD DEPARTMENT YARD, THENCE EAST (RIGHT) THROUGH
 AI5121'GATE, TURN IMMEDIATELY SOUTH GO 100 FEET (30.5 M) TO THE STATION.  IT
 AI5121'IS 100 FEET (30.5 M) SOUTH OF THE NORTH ENTRANCE TO THE YARD, 95 FEET
 AI5121'(29.0 M) NORTHWEAST OF THE CORNER OF THE MAINTAINENCE BUILDING, 73.5
 AI5121'FEET (22.4 M) SOUTHWEST OF THE COVERED PARKING AREA AND 6.4 FEET (2.0
 AI5121'M) EAST OF THE PROPERTY FENCE.  CONTACT PERSON IS THE MOHAVE COUNTY
 AI5121'SURVEYOR, STUART LANE R.L.S.  AT MOHAVE COUNTY PUBLIC WORKS BUILDING
 AI5121'IN KINGMAN, PHONE 520-757-0910 EXT 5857 OR MIKE FONDREN AT EXT 5896.
 AI5121
 AI5121                          STATION RECOVERY (2007)
 AI5121
 AI5121'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 AI5121'RECOVERED IN GOOD CONDITION.
 AI5121
 AI5121                          STATION RECOVERY (2008)
 AI5121
 AI5121'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 AI5121'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0962 ***********************************************************************
 ET0962  DESIGNATION -  YARN
 ET0962  PID         -  ET0962
 ET0962  STATE/COUNTY-  AZ/YAVAPAI
 ET0962  USGS QUAD   -  YARNELL (1969)
 ET0962
 ET0962                         *CURRENT SURVEY CONTROL
 ET0962  ___________________________________________________________________
 ET0962* NAD 83(1992)-  34 12 57.02544(N)    112 44 06.32125(W)     ADJUSTED  
 ET0962* NAVD 88     -      1740.5    (meters)    5710.     (feet)  VERTCON   
 ET0962  ___________________________________________________________________
 ET0962  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 ET0962  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 ET0962  HORZ ORDER  -  SECOND
 ET0962
 ET0962.The horizontal coordinates were established by classical geodetic methods
 ET0962.and adjusted by the National Geodetic Survey in June 1998.
 ET0962
 ET0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0962
 ET0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0962
 ET0962.The geoid height was determined by GEOID03.
 ET0962
 ET0962;                    North         East     Units Scale Factor Converg.
 ET0962;SPC AZ C     -   356,896.280   137,948.569   MT  0.99997008   -0 27 36.8
 ET0962;SPC AZ C     - 1,170,919.55    452,587.17   iFT  0.99997008   -0 27 36.8
 ET0962;UTM  12      - 3,787,449.473   340,165.618   MT  0.99991492   -0 58 33.1
 ET0962
 ET0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0962!SPC AZ C     -   0.99973127  x   0.99997008  =   0.99970136
 ET0962!UTM  12      -   0.99973127  x   0.99991492  =   0.99964621
 ET0962
 ET0962:                Primary Azimuth Mark                     Grid Az
 ET0962:SPC AZ C     -  SHEPPARD                                 024 05 58.1
 ET0962:UTM  12      -  SHEPPARD                                 024 36 54.4
 ET0962
 ET0962|---------------------------------------------------------------------|
 ET0962| PID    Reference Object                     Distance      Geod. Az  |
 ET0962|                                                           dddmmss.s |
 ET0962| ET0956 SHEPPARD                            APPROX.21.0 KM 0233821.3 |
 ET0962| CH4627 YARN RM 1                             8.105 METERS 12952     |
 ET0962| CH4628 YARN RM 2                             6.298 METERS 35717     |
 ET0962|---------------------------------------------------------------------|
 ET0962
 ET0962                          SUPERSEDED SURVEY CONTROL
 ET0962
 ET0962  NAD 83(1992)-  34 12 57.02544(N)    112 44 06.32125(W) AD(       ) 2
 ET0962  NAD 83(1986)-  34 12 57.02464(N)    112 44 06.32352(W) AD(       ) 2
 ET0962  NAD 27      -  34 12 56.93068(N)    112 44 03.67988(W) AD(       ) 2
 ET0962  NGVD 29 (07/19/86) 1739.7    (m)         5708.     (f) VERT ANG    3  
 ET0962
 ET0962.Superseded values are not recommended for survey control.
 ET0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0962.See file dsdata.txt to determine how the superseded data were derived.
 ET0962
 ET0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC4016687449(NAD 83)
 ET0962_MARKER: DD = SURVEY DISK
 ET0962_SETTING: 66 = SET IN ROCK OUTCROP
 ET0962_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ET0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0962+STABILITY: POSITION/ELEVATION WELL
 ET0962
 ET0962  HISTORY     - Date     Condition        Report By
 ET0962  HISTORY     - 1980     MONUMENTED       AZDT
 ET0962
 ET0962                          STATION DESCRIPTION
 ET0962
 ET0962'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0962'THE STATION IS LOCATED ABOUT 0.7 MILE EAST OF YARNELL ON THE WEST EDGE
 ET0962'OF ANTELOPE PEAK.
 ET0962'
 ET0962'THE STATION MARK IS AN ADOT DISK STAMPED, YARN 1980.  IT IS SET IN A
 ET0962'DRILL HOLE IN A BOULDER.  6.5 FEET EAST OF THE WITNESS POST.
 ET0962'
 ET0962'REFERENCE MARK 1 IS AN ADOT DISK STAMPED, YARN RM 1 1980.  IT IS SET
 ET0962'IN A DRILL HOLE IN A BOULDER.
 ET0962'
 ET0962'REFERENCE MARK 2 IS AN ADOT DISK STAMPED, YARN RM 2 1980.  IT IS SET
 ET0962'IN A DRILL HOLE IN A BOULDER.
 ET0962'
 ET0962'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL, TRAVEL SOUTH ON
 ET0962'US HIGHWAY 89 FOR 1 BLOCK TO HAPPY WAY, TURN LEFT AND TRAVEL EAST 1
 ET0962'BLOCK TO END OF PAVEMENT, CONTINUE AHEAD ON TRAIL ROAD UP CANYON FOR
 ET0962'0.4 MILE TO END OF TRUCK TRAVEL AT A SHARP RIGHT TURN IN TRAIL.  PACK
 ET0962'EASTERLY UP THE STEEP SLOPE TO A ROCK OUTCROP AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH5759 ***********************************************************************
 DH5759  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5759  DESIGNATION -  YASSER
 DH5759  PID         -  DH5759
 DH5759  STATE/COUNTY-  AZ/COCHISE
 DH5759  USGS QUAD   -  MILLER PEAK (1978)
 DH5759
 DH5759                         *CURRENT SURVEY CONTROL
 DH5759  ___________________________________________________________________
 DH5759* NAD 83(2007)-  31 29 40.07666(N)    110 19 04.69622(W)     ADJUSTED  
 DH5759* NAVD 88     -      1513.82   (meters)    4966.6    (feet)  GPS OBS   
 DH5759  ___________________________________________________________________
 DH5759  EPOCH DATE  -        2007.00
 DH5759  X           -  -1,890,603.693 (meters)                     COMP
 DH5759  Y           -  -5,106,043.367 (meters)                     COMP
 DH5759  Z           -   3,313,540.047 (meters)                     COMP
 DH5759  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DH5759  ELLIP HEIGHT-        1485.882 (meters)          (02/10/07) ADJUSTED
 DH5759  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DH5759
 DH5759  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5759  Type    PID    Designation                      North   East  Ellip
 DH5759  -------------------------------------------------------------------
 DH5759  NETWORK DH5759 YASSER                            1.06   0.94   2.98
 DH5759  -------------------------------------------------------------------
 DH5759
 DH5759.The horizontal coordinates were established by GPS observations
 DH5759.and adjusted by the National Geodetic Survey in February 2007.
 DH5759
 DH5759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5759.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5759.The horizontal coordinates are valid at the epoch date displayed above.
 DH5759.The epoch date for horizontal control is a decimal equivalence
 DH5759.of Year/Month/Day.
 DH5759
 DH5759.The orthometric height was determined by GPS observations and a
 DH5759.high-resolution geoid model.
 DH5759.The orthometric height was determined by GPS observations and a
 DH5759.high-resolution geoid model using precise GPS observation and
 DH5759.processing techniques.
 DH5759
 DH5759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5759
 DH5759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5759
 DH5759.The ellipsoidal height was determined by GPS observations
 DH5759.and is referenced to NAD 83.
 DH5759
 DH5759.The geoid height was determined by GEOID03.
 DH5759
 DH5759;                    North         East     Units Scale Factor Converg.
 DH5759;SPC AZ E     -    54,827.692   198,986.304   MT  0.99990255   -0 04 44.6
 DH5759;SPC AZ E     -   179,880.88    652,842.20   iFT  0.99990255   -0 04 44.6
 DH5759;UTM  12      - 3,484,604.670   564,772.919   MT  0.99965175   +0 21 22.7
 DH5759
 DH5759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5759!SPC AZ E     -   0.99976673  x   0.99990255  =   0.99966930
 DH5759!UTM  12      -   0.99976673  x   0.99965175  =   0.99941856
 DH5759
 DH5759                          SUPERSEDED SURVEY CONTROL
 DH5759
 DH5759  NAD 83(1992)-  31 29 40.07650(N)    110 19 04.69584(W) AD(       ) B
 DH5759  ELLIP H (08/22/05) 1485.893  (m)                       GP(       ) 4 2
 DH5759
 DH5759.Superseded values are not recommended for survey control.
 DH5759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5759.See file dsdata.txt to determine how the superseded data were derived.
 DH5759
 DH5759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV6477384605(NAD 83)
 DH5759_MARKER: DD = SURVEY DISK
 DH5759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5759_STAMPING: YASSER 2004
 DH5759_MARK LOGO: AZ-003
 DH5759_PROJECTION: FLUSH
 DH5759_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5759+STABILITY: SURFACE MOTION
 DH5759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5759+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DH5759
 DH5759  HISTORY     - Date     Condition        Report By
 DH5759  HISTORY     - 20040429 MONUMENTED       AZ-003
 DH5759
 DH5759                          STATION DESCRIPTION
 DH5759
 DH5759'DESCRIBED BY COCHISE COUNTY ARIZONA 2004 (DS)
 DH5759'FROM THE POST OFFICE IN SIERRA VISTA, AZ GO WEST ON FRY BLVD. 1.84
 DH5759'MILES TO THE MAIN GATE ENTRANCE TO FT. HUACHUCA. AT THE MAIN GATE HEAD
 DH5759'NW 2.8 MILES, ROAD TURNS INTO SQUIRE AND COMES TO A Y, MERGE TO THE
 DH5759'LEFT AND TRAVEL SOUTHERLY 0.4 MILE TO A STOP SIGN, CONTINUE SOUTHERLY
 DH5759'3.9 MILES THROUGH THE STOP SIGN PAST THE RANGE CONTROL STATION AND THE
 DH5759'SPORTSMENS CENTER TO A Y IN THE ROAD. TAKE THE ROAD TO THE LEFT THAT
 DH5759'GOES TO THE AEROSTAT, AND TAKE AN IMMEDIATE RIGHT INTO A PULLOUT. THE
 DH5759'STATION IS APPROXIMATELY 40 FEET WEST OF ASA MARKER 87 AND 70 FEET SW
 DH5759'OF THE CENTERLINE OF THE  ROAD TO AEROSTAT.
 DH5759' 
 DH5759'THE STATION IS A 3 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 DH5759'MONUMENT 15 INCHS BY 40 INCHS, A COCHISE COUNTY WITNESS SIGN IS WITHIN
 DH5759'APPROXIMATELY 3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1361 ***********************************************************************
 DB1361  DESIGNATION -  YEAST
 DB1361  PID         -  DB1361
 DB1361  STATE/COUNTY-  AZ/YUMA
 DB1361  USGS QUAD   -  SOMERTON (1965)
 DB1361
 DB1361                         *CURRENT SURVEY CONTROL
 DB1361  ___________________________________________________________________
 DB1361* NAD 83(1992)-  32 36 47.63733(N)    114 39 46.18656(W)     ADJUSTED  
 DB1361* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 DB1361  ___________________________________________________________________
 DB1361  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DB1361  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DB1361  HORZ ORDER  -  FIRST
 DB1361
 DB1361.The horizontal coordinates were established by classical geodetic methods
 DB1361.and adjusted by the National Geodetic Survey in August 1993.
 DB1361
 DB1361.The orthometric height was scaled from a topographic map.
 DB1361
 DB1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1361
 DB1361.The geoid height was determined by GEOID03.
 DB1361
 DB1361;                    North         East     Units Scale Factor Converg.
 DB1361;SPC AZ W     -   179,236.737   127,687.070   MT  1.00002381   -0 29 31.2
 DB1361;SPC AZ W     -   588,047.04    418,920.83   iFT  1.00002381   -0 29 31.2
 DB1361;SPC CA 6     -   550,659.701 2,148,969.056   MT  1.00003266   +0 52 19.8
 DB1361;SPC CA 6     - 1,806,622.70  7,050,409.31   sFT  1.00003266   +0 52 19.8
 DB1361;UTM  11      - 3,610,822.705   719,301.996   MT  1.00019307   +1 15 36.6
 DB1361
 DB1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1361!SPC AZ W     -   0.99999692  x   1.00002381  =   1.00002073
 DB1361!SPC CA 6     -   0.99999692  x   1.00003266  =   1.00002958
 DB1361!UTM  11      -   0.99999692  x   1.00019307  =   1.00018999
 DB1361
 DB1361:                Primary Azimuth Mark                     Grid Az
 DB1361:SPC AZ W     -  YEAST AZ MK                              102 08 10.7
 DB1361:SPC CA 6     -  YEAST AZ MK                              100 46 19.7
 DB1361:UTM  11      -  YEAST AZ MK                              100 23 02.9
 DB1361
 DB1361|---------------------------------------------------------------------|
 DB1361| PID    Reference Object                     Distance      Geod. Az  |
 DB1361|                                                           dddmmss.s |
 DB1361| CF1796 YEAST AZ MK                                        1013839.5 |
 DB1361| CF1797 YEAST RM 1                           15.804 METERS 11459     |
 DB1361| DB1360 YVE                                   7.608 METERS 19110     |
 DB1361| CF1798 YEAST RM 2                           10.481 METERS 35645     |
 DB1361|---------------------------------------------------------------------|
 DB1361
 DB1361                          SUPERSEDED SURVEY CONTROL
 DB1361
 DB1361  NAD 83(1986)-  32 36 47.64982(N)    114 39 46.19771(W) AD(       ) 1
 DB1361  NAD 27      -  32 36 47.47620(N)    114 39 43.36050(W) AD(       ) 1
 DB1361
 DB1361.Superseded values are not recommended for survey control.
 DB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1361.See file dsdata.txt to determine how the superseded data were derived.
 DB1361
 DB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1930210823(NAD 83)
 DB1361_MARKER: DS = TRIANGULATION STATION DISK
 DB1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DB1361
 DB1361  HISTORY     - Date     Condition        Report By
 DB1361  HISTORY     - 1964     MONUMENTED       CGS
 DB1361  HISTORY     - 1965     GOOD             CGS
 DB1361  HISTORY     - 1981     GOOD             NGS
 DB1361
 DB1361                          STATION DESCRIPTION
 DB1361
 DB1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 DB1361'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF A LOW MESA
 DB1361'ABOUT 6.5 MILES SOUTH-SOUTHWEST OF YUMA, 3.3 MILES EAST-NORTHEAST
 DB1361'OF SOMERTON AND 0.85 MILE WEST OF U.S. HIGHWAY 95.
 DB1361'
 DB1361'TO REACH THE STATION FROM THE U.S. POST OFFICE AT SOMERTON,
 DB1361'GO SOUTH FOR 1 BLOCK TO U.S. HIGHWAY 95.  TURN LEFT AND GO EAST
 DB1361'AND NORTH ON U.S. HIGHWAY 95 FOR 4.1 MILES TO A TRACK ROAD
 DB1361'AND THE AZIMUTH MARK ON THE LEFT, AT A POINT ABOUT 0.2 MILE
 DB1361'BEFORE THE HIGHWAY DESCENDS THE MESA.  TURN LEFT AND GO WEST ON
 DB1361'THE TRACK ROAD FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 DB1361'GO 0.25 MILE NORTHWEST TO THE EDGE OF THE MESA AND THE STATION.
 DB1361'
 DB1361'THE STATION MARK IS A STANDARD DISK, STAMPED YEAST 1964, SET
 DB1361'IN THE TOP OF A 10-INCH CONCRETE CYLINDER THAT PROJECTS 5
 DB1361'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5.6 FEET
 DB1361'NORTHEAST OF A METAL WITNESS POST.
 DB1361'
 DB1361'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED YEAST NO 1
 DB1361'1964, SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER THAT PROJECTS
 DB1361'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 54 FEET EAST
 DB1361'OF THE METAL WITNESS POST.
 DB1361'
 DB1361'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED YEAST NO 2
 DB1361'1964, SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER THAT PROJECTS
 DB1361'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39 FEET
 DB1361'NORTH OF THE METAL WITNESS POST.
 DB1361'
 DB1361'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DB1361'NO. 2 IS 22.729 METERS OR 74.570 FEET.
 DB1361'
 DB1361'YVE (USBR) IS AN IRON ROD SET IN THE TOP OF A 10-INCH CONCRETE
 DB1361'CYLINDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DB1361'20 FEET SOUTH OF THE METAL WITNESS POST.
 DB1361'
 DB1361'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED YEAST 1964, SET
 DB1361'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 6 INCHES
 DB1361'ABOVE THE SURFACE OF THE GROUND.  IT IS 57.5 FEET WEST OF THE
 DB1361'PAINTED CENTERLINE OF U.S. HIGHWAY 95, 18 FEET NORTH OF THE
 DB1361'CENTER OF A TRACK ROAD AND 3.2 FEET WEST OF A METAL WITNESS POST.
 DB1361'
 DB1361'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DB1361
 DB1361                          STATION RECOVERY (1965)
 DB1361
 DB1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 DB1361'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1964 AND FOUND IN GOOD
 DB1361'CONDITION.  ALL DISTANCES AND DIRECTIONS CHECKED WITH THE EXCEPTION
 DB1361'THAT A SHORTER MEASUREMENT OF 0.04 FOOT OR 0.015 METER WAS
 DB1361'OBTAINED TO REFERENCE MARK NO. 2.  THE 1964 DESCRIPTION IS
 DB1361'ADEQUATE.
 DB1361
 DB1361                          STATION RECOVERY (1981)
 DB1361
 DB1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1361'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED AS
 DB1361'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0374 ***********************************************************************
 GQ0374  DESIGNATION -  YELLOW JOHN
 GQ0374  PID         -  GQ0374
 GQ0374  STATE/COUNTY-  AZ/MOHAVE
 GQ0374  USGS QUAD   -  YELLOW JOHN MTN (1967)
 GQ0374
 GQ0374                         *CURRENT SURVEY CONTROL
 GQ0374  ___________________________________________________________________
 GQ0374* NAD 83(1992)-  36 09 15.21640(N)    113 28 16.34577(W)     ADJUSTED  
 GQ0374* NAVD 88     -      2060.3    (meters)    6760.     (feet)  VERTCON   
 GQ0374  ___________________________________________________________________
 GQ0374  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GQ0374  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 GQ0374  HORZ ORDER  -  THIRD
 GQ0374
 GQ0374.The horizontal coordinates were established by classical geodetic methods
 GQ0374.and adjusted by the National Geodetic Survey in August 1993.
 GQ0374
 GQ0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0374
 GQ0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0374
 GQ0374.The geoid height was determined by GEOID03.
 GQ0374
 GQ0374;                    North         East     Units Scale Factor Converg.
 GQ0374;SPC AZ W     -   571,679.312   238,446.313   MT  0.99994108   +0 09 52.1
 GQ0374;SPC AZ W     - 1,875,588.29    782,304.18   iFT  0.99994108   +0 09 52.1
 GQ0374;UTM  12      - 4,003,884.092   277,689.318   MT  1.00020899   -1 27 30.6
 GQ0374
 GQ0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0374!SPC AZ W     -   0.99968057  x   0.99994108  =   0.99962167
 GQ0374!UTM  12      -   0.99968057  x   1.00020899  =   0.99988949
 GQ0374
 GQ0374|---------------------------------------------------------------------|
 GQ0374| PID    Reference Object                     Distance      Geod. Az  |
 GQ0374|                                                           dddmmss.s |
 GQ0374| CH4630 YELLOW JOHN RM 1                      4.748 METERS 07232     |
 GQ0374| CH4629 YELLOW JOHN AZ MK                                  2610920.0 |
 GQ0374| CH4631 YELLOW JOHN RM 2                      6.870 METERS 34846     |
 GQ0374|---------------------------------------------------------------------|
 GQ0374
 GQ0374                          SUPERSEDED SURVEY CONTROL
 GQ0374
 GQ0374  NAD 83(1986)-  36 09 15.21089(N)    113 28 16.34512(W) AD(       ) 3
 GQ0374  NAD 27      -  36 09 15.27600(N)    113 28 13.55200(W) AD(       ) 3
 GQ0374  NGVD 29 (07/19/86) 2059.4    (m)         6757.     (f) VERT ANG    3  
 GQ0374
 GQ0374.Superseded values are not recommended for survey control.
 GQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0374.See file dsdata.txt to determine how the superseded data were derived.
 GQ0374
 GQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF7768903884(NAD 83)
 GQ0374_MARKER: DS = TRIANGULATION STATION DISK
 GQ0374_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0374
 GQ0374  HISTORY     - Date     Condition        Report By
 GQ0374  HISTORY     - 1953     MONUMENTED       CGS
 GQ0374
 GQ0374                          STATION DESCRIPTION
 GQ0374
 GQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GQ0374'THE STATION IS LOCATED ON A HIGH ROUND POINT ON THE SHIVWITS
 GQ0374'PLATEAU.  THIS POINT IS THE MOST NORTHERLY OF THREE POINTS,
 GQ0374'THE HIGHEST OF THE 3 AND THE HIGHEST IN THE VICINITY.  THIS
 GQ0374'POINT OR PEAK IS LOCALLY KNOWN AS YELLOW JOHN MOUNTAIN.  IT IS
 GQ0374'ABOUT 19.5 MILES, AIRLINE, SOUTH-SOUTHWEST OF THE COMMUNITY
 GQ0374'OF MT. TRUMBULL, ABOUT 5.0 MILES EAST-NORTHEAST OF MT.
 GQ0374'DELLENBAUGH AND ABOUT 5.0 MILES WEST-SOUTHWEST OF THE OLD
 GQ0374'ROAD DOWN ANDRUS CANYON.
 GQ0374'
 GQ0374'TO REACH FROM THE ST. GEORGE POST OFFICE GO EAST FOR 0.7
 GQ0374'MILE THEN TURN RIGHT AND GO SOUTH AND EAST ON THE PAVED ROAD
 GQ0374'FOR 2.1 MILES TO A FORK AT THE SOUTH END OF THE BRIDGE ACROSS
 GQ0374'THE VIRGIN RIVER.  KEEP RIGHT ON THE MAIN ROAD FOR 1.4 MILES
 GQ0374'TO A FORK.  KEEP RIGHT AND GO SOUTH FOR 1.4 MILES TO A FORK.
 GQ0374'HERE TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 GQ0374'SOUTH FOR 23.1 MILES TO A CATTLE GUARD AND A HOUSE AND CORRALS
 GQ0374'ON THE RIGHT.  (THIS IS KNOWN AS WOLF HOLE.) CROSS THE CATTLE
 GQ0374'GUARD AND GO 0.5 MILE TO A FORK.  KEEP LEFT AND GO 2.6 MILES
 GQ0374'TO A FORK.  KEEP LEFT ON MAIN TRAVELED ROAD AND GO 15.3
 GQ0374'MILES TO AN OLD CHIMNEY AND CORRALS ON THE RIGHT.  CONTINUE
 GQ0374'FOR 0.25 MILE TO A FORK.  TAKE RIGHT FORK AND GO 2.3
 GQ0374'MILES TO A FORK.  KEEP RIGHT AND GO SOUTHWEST FOR 4.6
 GQ0374'MILES TO A FORK.  KEEP RIGHT ON THE MAIN ROAD FOR 10.6
 GQ0374'MILES TO A FORK.  KEEP RIGHT ON THE MAIN ROAD WEST AND
 GQ0374'SOUTHWEST FOR 10.6 MILES TO A GATE.  PASS THROUGH THE
 GQ0374'GATE AND CONTINUE 1.5 MILES TO A FORK.  KEEP RIGHT FOR
 GQ0374'0.75 MILE TO A GATE.  PASS THROUGH AND CONTINUE SOUTH ON THE
 GQ0374'MAIN ROAD FOR 6.3 MILES TO A POLE GATE.  CONTINUE THROUGH
 GQ0374'GATE AND GO 0.4 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW
 GQ0374'THE MAIN ROAD EAST UP OVER A PASS FOR 3.5 MILE TO A GATE
 GQ0374'AND A RESERVOIR ON THE LEFT.  PASS THROUGH THE GATE AND
 GQ0374'CONTINUE SOUTHEAST FOR 2.2 MILES TO A GATE.  PASS
 GQ0374'THROUGH GATE AND GO 0.3 MILE TO A TRACK ROAD LEFT.  TURN
 GQ0374'LEFT AND FOLLOW THE OLD TRACK ROAD EAST-SOUTHEAST ALONG THE
 GQ0374'SOUTH SIDE OF A FENCE FOR 0.4 MILE TO A GATE.  SOME RANCH
 GQ0374'BUILDINGS CAN BE SEEN THROUGH THE TREES TO THE EAST.  PASS
 GQ0374'THROUGH THE GATE AND TURN SHARP LEFT THROUGH ANOTHER GATE
 GQ0374'AND CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A GATE.  PASS
 GQ0374'THROUGH AND CONTINUE ON THE MAIN TRACK ROAD FOR 1.45 MILES
 GQ0374'TO A TRIANGLE BLAZE AND ARROW ON THE RIGHT ON AN EIGHTEEN
 GQ0374'INCH CEDAR TREE.  TURN LEFT OFF THE ROAD FOR 50 YARDS AND THE
 GQ0374'END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST FOR ABOUT
 GQ0374'1.0 MILE TO AN EAST-WEST FENCE.  CROSS THE FENCE AND
 GQ0374'CONTINUE NORTH-NORTHEAST TO THE HIGHEST POINT AND STATION ON
 GQ0374'THE NORTH EDGE NEAR THE CLIFF.
 GQ0374'
 GQ0374'THE STATION IS A STANDARD DISK STAMPED YELLOW JOHN 1953.
 GQ0374'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0374'IT IS JUST TO THE NORTH OF THE HIGHEST POINT OF THE PEAK,
 GQ0374'20 FEET SOUTH OF THE EDGE OF A CLIFF AND SURROUNDED BY TREES
 GQ0374'TO THE SOUTH AND WEST.
 GQ0374'
 GQ0374'REFERENCE MARK 1 IS A STANDARD DISK STAMPED YELLOW JOHN NO 1
 GQ0374'1953.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 GQ0374'12 INCHES.
 GQ0374'
 GQ0374'REFERENCE MARK 2 IS A STANDARD DISK STAMPED YELLOW JOHN NO 2
 GQ0374'1953.  IT IS CEMENTED IN A DEPRESSION IN BEDROCK AND PROJECTS
 GQ0374'14 INCHES.
 GQ0374'
 GQ0374'THE AZIMUTH MARK IS A STANDARD DISK STAMPED YELLOW JOHN 1953.
 GQ0374'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 GQ0374'IT IS LOCATED ON A LOW, SMALL, ROCKY AND TIMBERED KNOLL.  IT
 GQ0374'IS 0.2 MILE NORTH OF THE ROAD TO THE STATION, 0.1 MILE NORTH
 GQ0374'OF A LARGE RESERVOIR AND CORRALS AND 40 PACES WEST OF A
 GQ0374'GATE IN A NORTH-SOUTH FENCE.  TO REACH FROM THE SOUTHWEST
 GQ0374'CORNER OF THE CORRALS WHICH ARE ON THE ROAD TO THE STATION,
 GQ0374'GO SOUTH ON THE MAIN ROAD FOR 0.4 MILE TO A TRACK ROAD AND
 GQ0374'GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND FOLLOW
 GQ0374'THE ROAD NORTHERLY FOR 0.5 MILE TO A GATE AND THE AZIMUTH
 GQ0374'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0341 ***********************************************************************
 GQ0341  DESIGNATION -  YELLOWSTONE
 GQ0341  PID         -  GQ0341
 GQ0341  STATE/COUNTY-  AZ/MOHAVE
 GQ0341  USGS QUAD   -  WILD BAND POCKETS (1988)
 GQ0341
 GQ0341                         *CURRENT SURVEY CONTROL
 GQ0341  ___________________________________________________________________
 GQ0341* NAD 83(1992)-  36 44 09.42471(N)    112 55 43.99711(W)     ADJUSTED  
 GQ0341* NAVD 88     -      1724.0    (meters)    5656.     (feet)  VERTCON   
 GQ0341  ___________________________________________________________________
 GQ0341  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GQ0341  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GQ0341  HORZ ORDER  -  FIRST
 GQ0341
 GQ0341.The horizontal coordinates were established by classical geodetic methods
 GQ0341.and adjusted by the National Geodetic Survey in June 1998.
 GQ0341
 GQ0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 GQ0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GQ0341
 GQ0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GQ0341
 GQ0341.The geoid height was determined by GEOID03.
 GQ0341
 GQ0341;                    North         East     Units Scale Factor Converg.
 GQ0341;SPC AZ W     -   636,505.713   286,696.330   MT  0.99999957   +0 29 28.1
 GQ0341;SPC AZ W     - 2,088,273.34    940,604.76   iFT  0.99999957   +0 29 28.1
 GQ0341;UTM  12      - 4,067,315.612   327,774.151   MT  0.99996544   -1 09 14.4
 GQ0341
 GQ0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GQ0341!SPC AZ W     -   0.99973310  x   0.99999957  =   0.99973267
 GQ0341!UTM  12      -   0.99973310  x   0.99996544  =   0.99969855
 GQ0341
 GQ0341|---------------------------------------------------------------------|
 GQ0341| PID    Reference Object                     Distance      Geod. Az  |
 GQ0341|                                                           dddmmss.s |
 GQ0341| CH4633 YELLOWSTONE RM 1                      7.656 METERS 10624     |
 GQ0341| CH4634 YELLOWSTONE RM 2                      9.100 METERS 20923     |
 GQ0341| CH4632 YELLOWSTONE AZ MK                                  2992443.6 |
 GQ0341|---------------------------------------------------------------------|
 GQ0341
 GQ0341                          SUPERSEDED SURVEY CONTROL
 GQ0341
 GQ0341  NAD 83(1992)-  36 44 09.42471(N)    112 55 43.99711(W) AD(       ) 1
 GQ0341  NAD 83(1986)-  36 44 09.42101(N)    112 55 43.99446(W) AD(       ) 1
 GQ0341  NAD 27      -  36 44 09.47100(N)    112 55 41.24300(W) AD(       ) 1
 GQ0341  NGVD 29 (07/19/86) 1723.1    (m)         5653.     (f) VERT ANG    3  
 GQ0341
 GQ0341.Superseded values are not recommended for survey control.
 GQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0341.See file dsdata.txt to determine how the superseded data were derived.
 GQ0341
 GQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2777467316(NAD 83)
 GQ0341_MARKER: DS = TRIANGULATION STATION DISK
 GQ0341_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0341
 GQ0341  HISTORY     - Date     Condition        Report By
 GQ0341  HISTORY     - 1952     MONUMENTED       CGS
 GQ0341
 GQ0341                          STATION DESCRIPTION
 GQ0341
 GQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GQ0341'THE STATION IS LOCATED ABOUT 17.5 MILES AIR LINE SOUTH-SOUTHEAST
 GQ0341'OF SHORT CREEK, 15 MILES AIR LINE SOUTH-SOUTHWEST OF CANE BEDS,
 GQ0341'13 MILES AIR LINE SOUTHWEST OF PIPE SPRINGS, AND ON THE MOST
 GQ0341'SOUTHERN POINT OF WHAT IS LOCALLY KNOWN AS YELLOWSTONE MESA.
 GQ0341'
 GQ0341'TO REACH FROM THE POST OFFICE IN SHORT CREEK, GO WEST FOR
 GQ0341'0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.2 MILE
 GQ0341'TO A T-INTERSECTION.  TURN LEFT, EAST, THENCE SOUTH, AND FOLLOW
 GQ0341'MAIN ROAD FOR 2.8 MILES TO A T-INTERSECTION.  TURN LEFT, EAST,
 GQ0341'AND FOLLOW THE MAIN ROAD FOR 3.0 MILES TO A FORK AND SIGN
 GQ0341'FREDONIA 33.  TAKE THE RIGHT FORK AND GO SOUTH FOR 6.9 MILES
 GQ0341'TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, PASS THROUGH GATE,
 GQ0341'AND GO 1.9 MILES TO A T-ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 GQ0341'FOR 1.6 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 GQ0341'SOUTH FOR 0.4 MILE TO A T-ROAD RIGHT.  CONTINUE STRAIGHT
 GQ0341'AHEAD FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK, PASS
 GQ0341'THROUGH A GATE, AND GO 0.3 MILE TO A FORK.  TAKE THE RIGHT
 GQ0341'FORK AND GO 0.85 MILE TO A FENCE CORNER AND TWO GATES.
 GQ0341'PASS THROUGH THE LEFT-HAND GATE AND FOLLOW THE TRACK ROAD
 GQ0341'SOUTH FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND
 GQ0341'FOLLOW THE TRACK ROAD FOR 0.8 MILE TO A FENCE CORNER.
 GQ0341'CONTINUE SOUTH ON THE TRACK ROAD ALONG THE EAST SIDE OF THE
 GQ0341'FENCE FOR 1.0 MILE TO A FENCE CORNER AND THE END OF THE
 GQ0341'ROAD.  PICK WAY SOUTH TOWARD A HAT SHAPED ROCK FOR 0.4 MILE
 GQ0341'TO THE ROCK AND THE AZIMUTH MARK AS DESCRIBED BELOW.  TURN
 GQ0341'LEFT AND PICK WAY SOUTHEAST FOR 0.4 MILE TO THE STATION.
 GQ0341'A DRIVE STATION.
 GQ0341'
 GQ0341'THE STATION MARK, A STANDARD DISK STAMPED YELLOWSTONE 1952,
 GQ0341'IS SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH IS
 GQ0341'FLUSH WITH THE GROUND.  THE MARK IS 8 FEET WEST OF A WHITE
 GQ0341'WITNESS POST.
 GQ0341'
 GQ0341'REFERENCE MARK 1, A STANDARD DISK STAMPED YELLOWSTONE NO 1
 GQ0341'1952, IS SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH
 GQ0341'IS FLUSH WITH THE GROUND.  THE MARK IS ABOUT ONE FOOT LOWER
 GQ0341'THAN THE STATION.
 GQ0341'
 GQ0341'REFERENCE MARK 2, A STANDARD DISK STAMPED YELLOWSTONE NO 2 1952,
 GQ0341'IS SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH IS FLUSH
 GQ0341'WITH THE GROUND.  THE MARK IS ABOUT 4 INCHES LOWER THAN THE
 GQ0341'STATION.
 GQ0341'
 GQ0341'THE AZIMUTH MARK, A STANDARD DISK STAMPED YELLOWSTONE 1952, IS
 GQ0341'SET IN A DRILL HOLE IN OUTCROPPING SANDSTONE WHICH PROJECTS
 GQ0341'ABOUT 8 FEET ABOVE THE GROUND.  IT IS ABOUT 100 FEET NORTH
 GQ0341'OF THE RIM AND IS ON THE HIGHEST POINT OF THE MESA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1118 ***********************************************************************
 CY1118  DESIGNATION -  YELLOWSTONE
 CY1118  PID         -  CY1118
 CY1118  STATE/COUNTY-  AZ/GRAHAM
 CY1118  USGS QUAD   -  ASH PEAK (1986)
 CY1118
 CY1118                         *CURRENT SURVEY CONTROL
 CY1118  ___________________________________________________________________
 CY1118* NAD 83(1992)-  32 51 00.69879(N)    109 20 17.71600(W)     ADJUSTED  
 CY1118* NAVD 88     -      1368.0    (meters)    4488.     (feet)  VERTCON   
 CY1118  ___________________________________________________________________
 CY1118  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CY1118  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CY1118  HORZ ORDER  -  SECOND
 CY1118
 CY1118.The horizontal coordinates were established by classical geodetic methods
 CY1118.and adjusted by the National Geodetic Survey in August 1993.
 CY1118
 CY1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1118
 CY1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1118
 CY1118.The geoid height was determined by GEOID03.
 CY1118
 CY1118;                    North         East     Units Scale Factor Converg.
 CY1118;SPC AZ E     -   205,443.353   290,901.717   MT  0.99997412   +0 26 57.8
 CY1118;SPC AZ E     -   674,026.75    954,401.96   iFT  0.99997412   +0 26 57.8
 CY1118;UTM  12      - 3,635,903.090   655,504.191   MT  0.99989817   +0 54 05.7
 CY1118
 CY1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1118!SPC AZ E     -   0.99978934  x   0.99997412  =   0.99976346
 CY1118!UTM  12      -   0.99978934  x   0.99989817  =   0.99968753
 CY1118
 CY1118|---------------------------------------------------------------------|
 CY1118| PID    Reference Object                     Distance      Geod. Az  |
 CY1118|                                                           dddmmss.s |
 CY1118| CC7676 YELLOWSTONE RM 1                     15.736 METERS 06632     |
 CY1118| CC7677 YELLOWSTONE RM 2                     15.928 METERS 24554     |
 CY1118| CY1119 THUMB                               APPROX. 0.7 KM 2570057.7 |
 CY1118|---------------------------------------------------------------------|
 CY1118
 CY1118                          SUPERSEDED SURVEY CONTROL
 CY1118
 CY1118  NAD 83(1986)-  32 51 00.69399(N)    109 20 17.71333(W) AD(       ) 2
 CY1118  NAD 27      -  32 51 00.45719(N)    109 20 15.46004(W) AD(       ) 2
 CY1118  NGVD 29 (07/19/86) 1367.3    (m)         4486.     (f) VERT ANG    3  
 CY1118
 CY1118.Superseded values are not recommended for survey control.
 CY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1118.See file dsdata.txt to determine how the superseded data were derived.
 CY1118
 CY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB5550435903(NAD 83)
 CY1118_MARKER: DD = SURVEY DISK
 CY1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1118
 CY1118  HISTORY     - Date     Condition        Report By
 CY1118  HISTORY     - 1976     MONUMENTED       AZDT
 CY1118
 CY1118                          STATION DESCRIPTION
 CY1118
 CY1118'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1118'THE STATION IS ABOUT 22 MILES EAST OF SAFFORD 14.5 SOUTHWEST OF
 CY1118'CLIFTON, ON A SMALL CUTBANK ON NORTH SIDE OF U.S. HWY. 666 NEXT
 CY1118'TO NORTH R/W FENCE.
 CY1118'
 CY1118'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED YELLOWSTONE
 CY1118'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE
 CY1118'STATION IS 95 FEET NORTH OF HWY. 666 CENTERLINE NEXT TO NORTH R/W
 CY1118'FENCE ON A SMALL CUTBANK AND IS 105 FEET EAST GRAHAM - GREENLEE
 CY1118'COUNTY LINE.
 CY1118'
 CY1118'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED YELLOWSTONE
 CY1118'RM 1 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1118'PROJECTING 0.2 FEET.
 CY1118'
 CY1118'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED YELLOWSTONE
 CY1118'RM2 1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT
 CY1118'PROJECTING 0.4 FEET.
 CY1118'
 CY1118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 666 AND 70,
 CY1118'10 MILES EAST OF SAFFORD, GO EAST ON U.S. 666 TO MILE POST 144.1
 CY1118'AND THE STATION ON THE LEFT (NORTH) NEXT TO THE NORTH R/W FENCE
 CY1118'MARKED BY WITNESS POST AND SIGN 1.9 FEET NORTH.
 CY1118'
 CY1118'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ5887 ***********************************************************************
 DJ5887  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5887  DESIGNATION -  YMCA
 DJ5887  PID         -  DJ5887
 DJ5887  STATE/COUNTY-  AZ/MARICOPA
 DJ5887  USGS QUAD   -  TOLLESON (1982)
 DJ5887
 DJ5887                         *CURRENT SURVEY CONTROL
 DJ5887  ___________________________________________________________________
 DJ5887* NAD 83(2007)-  33 28 45.83199(N)    112 21 25.40682(W)     ADJUSTED  
 DJ5887* NAVD 88     -       306.42   (meters)    1005.3    (feet)  GPS OBS   
 DJ5887  ___________________________________________________________________
 DJ5887  EPOCH DATE  -        2007.00
 DJ5887  X           -  -2,025,722.558 (meters)                     COMP
 DJ5887  Y           -  -4,925,245.627 (meters)                     COMP
 DJ5887  Z           -   3,498,580.843 (meters)                     COMP
 DJ5887  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DJ5887  ELLIP HEIGHT-         276.015 (meters)          (03/21/07) ADJUSTED
 DJ5887  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 DJ5887  HORZ ORDER  -  FIRST
 DJ5887  ELLP ORDER  -  FOURTH    CLASS I
 DJ5887
 DJ5887.The horizontal coordinates were established by GPS observations
 DJ5887.and adjusted by the DAVID EVANS + ASSOC in March 2007.
 DJ5887
 DJ5887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5887.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5887.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5887.The epoch date for horizontal control is a decimal equivalence
 DJ5887.of Year/Month/Day.
 DJ5887
 DJ5887.The orthometric height was determined by GPS observations and a
 DJ5887.high-resolution geoid model.
 DJ5887.The orthometric height was determined by GPS observations and a
 DJ5887.high-resolution geoid model using precise GPS observation and
 DJ5887.processing techniques.
 DJ5887
 DJ5887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5887
 DJ5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5887
 DJ5887.The ellipsoidal height was determined by GPS observations
 DJ5887.and is referenced to NAD 83.
 DJ5887
 DJ5887.The geoid height was determined by GEOID03.
 DJ5887
 DJ5887;                    North         East     Units Scale Factor Converg.
 DJ5887;SPC AZ C     -   275,002.394   172,432.011   MT  0.99992064   -0 14 34.6
 DJ5887;SPC AZ C     -   902,238.83    565,721.82   iFT  0.99992064   -0 14 34.6
 DJ5887;UTM  12      - 3,705,258.858   373,914.707   MT  0.99979599   -0 44 55.3
 DJ5887
 DJ5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5887!SPC AZ C     -   0.99995667  x   0.99992064  =   0.99987731
 DJ5887!UTM  12      -   0.99995667  x   0.99979599  =   0.99975267
 DJ5887
 DJ5887                          SUPERSEDED SURVEY CONTROL
 DJ5887
 DJ5887.No superseded survey control is available for this station.
 DJ5887
 DJ5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC7391505259(NAD 83)
 DJ5887_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5887_STAMPING: YMCA 2006
 DJ5887_MARK LOGO: NGS   
 DJ5887_PROJECTION: FLUSH
 DJ5887_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DJ5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5887+STABILITY: SURFACE MOTION
 DJ5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5887+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DJ5887
 DJ5887  HISTORY     - Date     Condition        Report By
 DJ5887  HISTORY     - 20061107 MONUMENTED       EVANS
 DJ5887
 DJ5887                          STATION DESCRIPTION
 DJ5887
 DJ5887'DESCRIBED BY DAVID EVANS + ASSOC 2006
 DJ5887'FROM THE LITCHFIELD ROAD EXIT AT I-10 IN AVONDALE, ARIZONA, TRAVEL
 DJ5887'NORTH ON LITCHFIELD ROAD, 1.5KM TO THOMAS ROAD.  TRAVEL EAST ON THOMAS
 DJ5887'ROAD, 174M, TO THE YMCA DRIVEWAY ON NORTH SIDE OF THOMAS.  TRAVEL
 DJ5887'NORTH INTO DRIVEWAY, 45M TO PARKING STALLS ALONG CANAL.  MARK IS A NGS
 DJ5887'HORIZONTAL CONTROL DISK, STAMPED YMCA 2006, IN A CONCRETE POST, LEVEL
 DJ5887'WITH GROUND.  STATION IS 8M NORTHWESTERLY FROM SOUTHEASTERLY PARKING
 DJ5887'STALLS, 7M SOUTHWEST OF CENTERLINE GRAVEL WALKWAY ALONG CANAL, 2.2M
 DJ5887'NORTHEAST OF CURB LINE AND 1.5M SOUTHWEST OF CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1059 ***********************************************************************
 CG1059  DESIGNATION -  YOAS
 CG1059  PID         -  CG1059
 CG1059  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1059  USGS QUAD   -  MT HOPKINS (1981)
 CG1059
 CG1059                         *CURRENT SURVEY CONTROL
 CG1059  ___________________________________________________________________
 CG1059* NAD 83(2007)-  31 42 50.51266(N)    110 57 28.55728(W)     ADJUSTED  
 CG1059* NAVD 88     -      1351.0    (meters)    4432.     (feet)  GPS OBS   
 CG1059  ___________________________________________________________________
 CG1059  EPOCH DATE  -        2007.00
 CG1059  X           -  -1,942,901.801 (meters)                     COMP
 CG1059  Y           -  -5,072,561.010 (meters)                     COMP
 CG1059  Z           -   3,334,193.293 (meters)                     COMP
 CG1059  LAPLACE CORR-           9.88  (seconds)                    DEFLEC99
 CG1059  ELLIP HEIGHT-        1321.742 (meters)          (02/10/07) ADJUSTED
 CG1059  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CG1059
 CG1059  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CG1059  Type    PID    Designation                      North   East  Ellip
 CG1059  -------------------------------------------------------------------
 CG1059  NETWORK CG1059 YOAS                              1.29   0.86   1.72
 CG1059  -------------------------------------------------------------------
 CG1059
 CG1059.The horizontal coordinates were established by GPS observations
 CG1059.and adjusted by the National Geodetic Survey in February 2007.
 CG1059
 CG1059.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CG1059.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CG1059.The horizontal coordinates are valid at the epoch date displayed above.
 CG1059.The epoch date for horizontal control is a decimal equivalence
 CG1059.of Year/Month/Day.
 CG1059
 CG1059.The orthometric height was determined by GPS observations and a
 CG1059.high-resolution geoid model.
 CG1059
 CG1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG1059
 CG1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1059
 CG1059.The ellipsoidal height was determined by GPS observations
 CG1059.and is referenced to NAD 83.
 CG1059
 CG1059.The geoid height was determined by GEOID03.
 CG1059
 CG1059;                    North         East     Units Scale Factor Converg.
 CG1059;SPC AZ C     -    79,560.416   304,226.670   MT  1.00000180   +0 30 14.5
 CG1059;SPC AZ C     -   261,024.99    998,119.00   iFT  1.00000180   +0 30 14.5
 CG1059;UTM  12      - 3,508,739.703   503,985.776   MT  0.99960020   +0 01 19.6
 CG1059
 CG1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1059!SPC AZ C     -   0.99979250  x   1.00000180  =   0.99979430
 CG1059!UTM  12      -   0.99979250  x   0.99960020  =   0.99939278
 CG1059
 CG1059|---------------------------------------------------------------------|
 CG1059| PID    Reference Object                     Distance      Geod. Az  |
 CG1059|                                                           dddmmss.s |
 CG1059| CC7682 YOAS RM 1                            12.935 METERS 14457     |
 CG1059| CC7681 YOAS AZ MK                                         1965810.8 |
 CG1059| CC7683 YOAS RM 2                             9.091 METERS 21719     |
 CG1059|---------------------------------------------------------------------|
 CG1059
 CG1059                          SUPERSEDED SURVEY CONTROL
 CG1059
 CG1059  ELLIP H (06/11/02) 1321.773  (m)                       GP(       ) 4 2
 CG1059  NAD 83(1992)-  31 42 50.51456(N)    110 57 28.55574(W) AD(       ) 1
 CG1059  ELLIP H (08/23/93) 1321.865  (m)                       GP(       ) 4 2
 CG1059  NAD 83(1986)-  31 42 50.50565(N)    110 57 28.55042(W) AD(       ) 1
 CG1059  NAD 27      -  31 42 50.19000(N)    110 57 26.22900(W) AD(       ) 1
 CG1059  NGVD 29 (07/19/86) 1350.0    (m)         4429.     (f) VERT ANG    3  
 CG1059
 CG1059.Superseded values are not recommended for survey control.
 CG1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1059.See file dsdata.txt to determine how the superseded data were derived.
 CG1059
 CG1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA0398608740(NAD 83)
 CG1059_MARKER: DS = TRIANGULATION STATION DISK
 CG1059_SETTING: 66 = SET IN ROCK OUTCROP
 CG1059_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CG1059_STAMPING: YOAS 1935
 CG1059_MARK LOGO: CGS   
 CG1059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CG1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG1059+STABILITY: POSITION/ELEVATION WELL
 CG1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG1059+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 CG1059
 CG1059  HISTORY     - Date     Condition        Report By
 CG1059  HISTORY     - 1935     MONUMENTED       CGS
 CG1059  HISTORY     - 1935     GOOD             CGS
 CG1059  HISTORY     - 1959     GOOD             CGS
 CG1059  HISTORY     - 19900927 GOOD             PIMACO
 CG1059  HISTORY     - 19910110 GOOD
 CG1059
 CG1059                          STATION DESCRIPTION
 CG1059
 CG1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 CG1059'TO REACH FROM NOGALES TAKE U.S. HIGHWAY NO. 89 NORTH FOR 27.7
 CG1059'MILES TO A SIGN READING AMADO.  GO EAST 0.8 MILE, TURN RIGHT AND
 CG1059'FOLLOW ALONG WEST SIDE OF BUILDINGS, TURN LEFT, CROSS TRACKS AND
 CG1059'GO INTO LANE TO A GATE 0.6 MILE.  KEEP STRAIGHT AHEAD THROUGH
 CG1059'GATE AND CONTINUE 4.4 MILES, TAKE THE LEFT FORK AND GO 0.4 MILE
 CG1059'AND PASS THROUGH WIRE GATE, KEEP STRAIGHT AHEAD FOR 0.6 MILE TO
 CG1059'MR. YOASS RANCH.  FROM THE RANCH HEAD DUE NORTH, FOLLOWING
 CG1059'THE FENCE LINE TO THE EAST SIDE OF A CONE SHAPED HILL AND A
 CG1059'WASH.  FOLLOW THIS WASH NORTH TO THE TOP OF THE RIDGE, TURN LEFT
 CG1059'AND THEN RIGHT AGAIN ON ANOTHER RIDGE FOLLOWING THIS ONE TO THE
 CG1059'STATION.  MARKED BY A STANDARD BRONZE DISK.
 CG1059'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK,
 CG1059'IS 12.950 METERS (42.49 FEET) FROM STATION
 CG1059'S 35 DEG 03 MIN E. REFERENCE MARK NO. 2, STANDARD
 CG1059'BRONZE REFERENCE DISK, IS 9.410 METERS (30.87
 CG1059'FEET) FROM STATION S 37 DEG 19 MIN W. AZIMUTH MARK, A
 CG1059'STANDARD BRONZE DISK, ABOUT 20 FEET TO RIGHT OF ROAD
 CG1059'JUST BEFORE CROSSING WASH THAT ENTERS THE RANCH YARD, IS
 CG1059'S 16 DEG 58 MIN W.
 CG1059
 CG1059                          STATION RECOVERY (1935)
 CG1059
 CG1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CG1059'RECOVERED IN GOOD CONDITION.
 CG1059
 CG1059                          STATION RECOVERY (1959)
 CG1059
 CG1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
 CG1059'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CG1059'
 CG1059'TO REACH THE STATION FROM THE POST OFFICE AT AMADO, GO SOUTHERLY
 CG1059'ON U.S. HIGHWAY 89 FOR 1.1 MILES TO A ROAD LEFT AT SIGN AMADO,
 CG1059'TURN LEFT AND GO EASTERLY FOR 0.9 MILE TO AN INTERSECTION, TURN
 CG1059'RIGHT, ALONG THE WEST SIDE OF THE BUILDINGS FOR 0.3 MILE, TURN
 CG1059'LEFT ACROSS THE RAILROAD TRACKS AND FOLLOW THE ROAD EASTERLY FOR
 CG1059'0.25 MILE TO A STOCK GUARD EAST OF THE ENTRANCE TO THE REX
 CG1059'RANCH.  CROSS THE STOCK GUARD AND CONTINUE SOUTH AND EAST FOR 4.6
 CG1059'MILES TO A FORK, TAKE THE LEFT FORK, PASSING TO THE LEFT
 CG1059'OF A FOREST SERVICE FIRE-TOOL SHED AND GO 0.4 MILE TO A
 CG1059'FORK, TAKE THE ROAD LEFT AND GO 0.35 MILE TO A HAY SHED ON
 CG1059'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, 100 FEET EAST OF
 CG1059'THE ROAD.  CONTINUE AHEAD ON THE BLADED ROAD FOR 0.25 MILE TO
 CG1059'A BOARD GATE TO A CORRAL, GO THROUGH THE CORRAL AND DOWN
 CG1059'THE STEEP HILL TO THE YARD OF A DWELLING AND THE END OF TRUCK
 CG1059'TRAVEL.  PACK EAST ALONG THE WASH ALONG A HALF-MILE TO THE
 CG1059'NORTH-SOUTH FENCE, GO THROUGH THE GATE AND FOLLOW THE FENCE
 CG1059'NORTHWARD FOR ABOUT A MILE TO THE FIRST HIGH HILL, THEN
 CG1059'NORTHEASTERLY TO THE TOP OF THE RIDGE AND ALONG THE RIDGE TO
 CG1059'THE HIGHEST PART AND THE STATION.  ABOUT A 2 HOUR PACK.
 CG1059'
 CG1059'THE STATION MARK IS A STANDARD DISK STAMPED YOAS 1935, SET IN A
 CG1059'DRILL HOLE IN A BOULDER THAT IS FLUSH.
 CG1059'
 CG1059'R.M. 1 IS A STANDARD DISK STAMPED YOAS NO 1 1935, SET IN A DRILL
 CG1059'HOLE IN A BOULDER THAT PROJECTS 2 FEET AND IS ABOUT 2 FEET LOWER
 CG1059'THAN THE STATION MARK.
 CG1059'
 CG1059'R.M. 2 IS A STANDARD DISK STAMPED YOAS NO 2 1935, SET IN A DRILL
 CG1059'HOLE IN A BOULDER THAT IS ABOUT 7 FEET LOWER THAN THE STATION MARK
 CG1059'AND SOMEWHAT LOWER THAN THE SURROUNDING ROCKS.
 CG1059'
 CG1059'THE AZIMUTH MARK IS A STANDARD DISK STAMPED YOAS 1935, SET IN
 CG1059'A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES.
 CG1059
 CG1059                          STATION RECOVERY (1990)
 CG1059
 CG1059'RECOVERY NOTE BY PIMA CO DOT AND FCD 1990
 CG1059'RECOVERED IN GOOD CONDITION.
 CG1059
 CG1059                          STATION RECOVERY (1991)
 CG1059
 CG1059'RECOVERED 1991
 CG1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK4650 ***********************************************************************
 DK4650  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4650  DESIGNATION -  YOLE
 DK4650  PID         -  DK4650
 DK4650  STATE/COUNTY-  AZ/PINAL
 DK4650  USGS QUAD   -  ELOY NORTH (1992)
 DK4650
 DK4650                         *CURRENT SURVEY CONTROL
 DK4650  ___________________________________________________________________
 DK4650* NAD 83(2007)-  32 46 36.84361(N)    111 34 04.35944(W)     ADJUSTED  
 DK4650* NAVD 88     -       466.75   (meters)    1531.3    (feet)  GPS OBS   
 DK4650  ___________________________________________________________________
 DK4650  EPOCH DATE  -        2007.00
 DK4650  X           -  -1,973,395.967 (meters)                     COMP
 DK4650  Y           -  -4,992,404.966 (meters)                     COMP
 DK4650  Z           -   3,433,418.285 (meters)                     COMP
 DK4650  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DK4650  ELLIP HEIGHT-         436.685 (meters)          (04/23/08) ADJUSTED
 DK4650  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DK4650  HORZ ORDER  -  B
 DK4650  ELLP ORDER  -  FOURTH    CLASS I
 DK4650
 DK4650.The horizontal coordinates were established by GPS observations
 DK4650.and adjusted by the GEODETIC ANALYSIS LLC in April 2008.
 DK4650
 DK4650.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4650.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4650.The horizontal coordinates are valid at the epoch date displayed above.
 DK4650.The epoch date for horizontal control is a decimal equivalence
 DK4650.of Year/Month/Day.
 DK4650
 DK4650.The orthometric height was determined by GPS observations and a
 DK4650.high-resolution geoid model.
 DK4650.The orthometric height was determined by GPS observations and a
 DK4650.high-resolution geoid model using precise GPS observation and
 DK4650.processing techniques.
 DK4650
 DK4650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4650
 DK4650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4650
 DK4650.The ellipsoidal height was determined by GPS observations
 DK4650.and is referenced to NAD 83.
 DK4650
 DK4650.The geoid height was determined by GEOID03.
 DK4650
 DK4650;                    North         East     Units Scale Factor Converg.
 DK4650;SPC AZ C     -   197,065.626   246,034.061   MT  0.99991316   +0 11 19.8
 DK4650;SPC AZ C     -   646,540.77    807,198.36   iFT  0.99991316   +0 11 19.8
 DK4650;UTM  12      - 3,626,697.292   446,817.768   MT  0.99963487   -0 18 26.8
 DK4650
 DK4650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4650!SPC AZ C     -   0.99993144  x   0.99991316  =   0.99984461
 DK4650!UTM  12      -   0.99993144  x   0.99963487  =   0.99956634
 DK4650
 DK4650                          SUPERSEDED SURVEY CONTROL
 DK4650
 DK4650.No superseded survey control is available for this station.
 DK4650
 DK4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB4681826697(NAD 83)
 DK4650_MARKER: DD = SURVEY DISK
 DK4650_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK4650_STAMPING: YOLE 2006 CITY OF ELOY CONTROL POINT
 DK4650_MARK LOGO: NONE  
 DK4650_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4650+STABILITY: SURFACE MOTION
 DK4650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4650+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK4650
 DK4650  HISTORY     - Date     Condition        Report By
 DK4650  HISTORY     - 20060830 MONUMENTED       PSOMAS
 DK4650
 DK4650                          STATION DESCRIPTION
 DK4650
 DK4650'DESCRIBED BY PSOMAS AND ASSOCIATES 2006
 DK4650'.7 KM) NORTH OF FRIENDLY CORNERS AND 1.7 MI (2.7 KM) NORTH-NORTHWEST
 DK4650'OF ELOY IN SECTION 36, T. 7 S., R. 7 E., GILA AND SALT RIVER MERIDIAN.
 DK4650'TO REACH THE STATION FROM THE INTERSECTION OF SUNSHINE BOULEVARD AND
 DK4650'INTERSTATE 10, HEAD NORTH ON SUNSHINE BOULEVARD 1 MI (1.6 KM) TO STATE
 DK4650'HIGHWAY 84.  TURN LEFT AND HEAD NORTHWEST ON STATE HIGHWAY 84 1.2 MI
 DK4650'(1.9 KM) TO ELEVEN MILE CORNER ROAD.  TURN RIGHT AND HEAD NORTH ON
 DK4650'ELEVEN MILE CORNER ROAD 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT
 DK4650'(WEST).  THE STATION IS NEAR THE SOUTHWEST CORNER OF HOUSER ROAD AND
 DK4650'ELEVEN MILE CORNER ROAD, 219 FT (67 M) SOUTH OF THE CENTERLINE OF
 DK4650'HOUSER ROAD, 84 FT (26 M) WEST OF THE CENTERLINE OF ELEVEN MILE CORNER
 DK4650'ROAD, 6 FT (1.8 M) EAST OF A CHAIN LINK FENCE, ON THE SOUTH SIDE OF
 DK4650'THE ENTRANCE DRIVE TO THE CITY OF ELOY PUBLIC WORKS BUILDING (1137
 DK4650'WEST HOUSER ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET1010 ***********************************************************************
 ET1010  DESIGNATION -  YOLO
 ET1010  PID         -  ET1010
 ET1010  STATE/COUNTY-  AZ/YAVAPAI
 ET1010  USGS QUAD   -  CAMP WOOD (1986)
 ET1010
 ET1010                         *CURRENT SURVEY CONTROL
 ET1010  ___________________________________________________________________
 ET1010* NAD 83(1992)-  34 49 42.17090(N)    112 56 05.06750(W)     ADJUSTED  
 ET1010* NAVD 88     -      2212.8    (meters)    7260.     (feet)  VERTCON   
 ET1010  ___________________________________________________________________
 ET1010  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 ET1010  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 ET1010  HORZ ORDER  -  FIRST
 ET1010
 ET1010.The horizontal coordinates were established by classical geodetic methods
 ET1010.and adjusted by the National Geodetic Survey in August 1993.
 ET1010
 ET1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET1010
 ET1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET1010
 ET1010.The geoid height was determined by GEOID03.
 ET1010
 ET1010;                    North         East     Units Scale Factor Converg.
 ET1010;SPC AZ C     -   425,009.403   120,235.827   MT  1.00000685   -0 34 53.3
 ET1010;SPC AZ C     - 1,394,387.81    394,474.50   iFT  1.00000685   -0 34 53.3
 ET1010;UTM  12      - 3,855,717.861   323,072.076   MT  0.99998583   -1 06 18.9
 ET1010
 ET1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET1010!SPC AZ C     -   0.99965694  x   1.00000685  =   0.99966379
 ET1010!UTM  12      -   0.99965694  x   0.99998583  =   0.99964278
 ET1010
 ET1010|---------------------------------------------------------------------|
 ET1010| PID    Reference Object                     Distance      Geod. Az  |
 ET1010|                                                           dddmmss.s |
 ET1010| CH4636 YOLO RM 1                            14.770 METERS 00415     |
 ET1010| CH4637 YOLO RM 2                            12.665 METERS 09452     |
 ET1010| CH4635 YOLO AZ MK                                         2473824.4 |
 ET1010|---------------------------------------------------------------------|
 ET1010
 ET1010                          SUPERSEDED SURVEY CONTROL
 ET1010
 ET1010  NAD 83(1986)-  34 49 42.17131(N)    112 56 05.07085(W) AD(       ) 1
 ET1010  NAD 27      -  34 49 42.10300(N)    112 56 02.39200(W) AD(       ) 1
 ET1010  NGVD 29 (07/19/86) 2211.8    (m)         7257.     (f) VERT ANG    3  
 ET1010
 ET1010.Superseded values are not recommended for survey control.
 ET1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET1010.See file dsdata.txt to determine how the superseded data were derived.
 ET1010
 ET1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD2307255718(NAD 83)
 ET1010_MARKER: DS = TRIANGULATION STATION DISK
 ET1010_SETTING: 66 = SET IN ROCK OUTCROP
 ET1010_SP_SET: PARTIALLY EXPOSED BEDROCK
 ET1010
 ET1010  HISTORY     - Date     Condition        Report By
 ET1010  HISTORY     - 1944     MONUMENTED       CGS
 ET1010  HISTORY     - 1944     GOOD             USGS
 ET1010  HISTORY     - 1960     GOOD             CGS
 ET1010
 ET1010                          STATION DESCRIPTION
 ET1010
 ET1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 ET1010'STATION IS 33 MILES NW OF PRESCOTT AND ABOUT 3 MILES NE FROM
 ET1010'THE YOLO RANCH.  IT IS ON THE HIGHEST POINT OF CAMP WOODS
 ET1010'MOUNTAIN WHICH IS THE MORE W ONE OF TWO HIGH MOUNTAINS OF
 ET1010'ABOUT THE SAME ELEVATION AND 2 MILES APART.
 ET1010'
 ET1010'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK AND
 ET1010'IS STAMPED YOLO 1944.
 ET1010'
 ET1010'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1010'FLUSH WITH THE GROUND.  IT IS STAMPED YOLO NO 1 1944.
 ET1010'
 ET1010'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 ET1010'PROJECTING 2 INCHES ABOVE GROUND.  IT IS STAMPED YOLO NO 2
 ET1010'1944.
 ET1010'
 ET1010'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 ET1010'3 FEET AND IS STAMPED YOLO 1944.  IT IS 20 FEET SE OF A
 ET1010'FENCE CORNER, 65 FEET S OF WHITE WITNESS POST SET IN BOARD
 ET1010'FENCE NEAR CORRAL GATE MENTIONED BELOW, AND 100 YARDS E OF
 ET1010'RANCH HOUSE.
 ET1010'
 ET1010'TO REACH STATION FROM PRESCOTT, GO NW FROM THE MILLER VALLEY
 ET1010'SCHOOL FOR 1.4 MILES AND TURN SHARP RIGHT, THENCE GO IN A
 ET1010'NW DIRECTION FOR 1.5 MILES TO SMALL BRIDGE AND END OF PAVEMENT.
 ET1010'CONTINUE FOR 16.1 MILES TO ROAD ON LEFT AND SIGN CCC CAMP.
 ET1010'CONTINUE STRAIGHT AHEAD FOR 4.8 MILES AND TURN SHARP LEFT
 ET1010'AT SIGN BAR 37 RANCH.  CROSS CATTLE GUARD AND GO 3.0 MILES AND
 ET1010'TAKE LEFT FORK.  THENCE 3.0 MILES TO SIDE ROAD.  KEEP STRAIGHT
 ET1010'AHEAD AT SIDE ROAD AND GO 9.7 MILES TO CAMP WOOD POST OFFICE.
 ET1010'CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO FORKS AND SIGN
 ET1010'HILL RANCH 3-1/2 M.  TAKE RIGHT FORK TOWARDS HILL RANCH AND
 ET1010'GO TO THE FIRST GATE OF THE RANCH CORRALS (MOST E GATE).
 ET1010'AZIMUTH MARK IS 65 FEET S OF THIS POINT.  FROM AZIMUTH
 ET1010'MARK RETRACE ROUTE AND GO E ON ROAD FOR 0.1 MILE AND TAKE
 ET1010'TRACK ROAD ON LEFT (N).  FOLLOW TRACK ROAD 0.3 MILE, PASSING
 ET1010'THROUGH GATE, AND TURN RIGHT AT INTERSECTION.  CONTINUE
 ET1010'ON TRACK ROAD 0.3 MILE AND TURN RIGHT OFF ROAD, THENCE
 ET1010'THROUGH CEDAR TREES, ACROSS WASH, AND ACROSS COUNTRY FOR
 ET1010'ABOUT 1-1/2 MILES TOWARDS MOUNTAIN TO END OF TRUCK TRAVEL.
 ET1010'FROM END OF TRUCK TRAVEL PACK UP STEEP SLOPE TO HIGHEST
 ET1010'POINT AND STATION.
 ET1010'
 ET1010'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ET1010
 ET1010                          STATION RECOVERY (1944)
 ET1010
 ET1010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 ET1010'RM 1 TO RM 2 NOT MEASURED.
 ET1010'
 ET1010'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 ET1010'
 ET1010'ALL MARKS IN GOOD CONDITION.
 ET1010'
 ET1010'TO REACH DESCRIPTION WAS NOT CHECKED.
 ET1010'
 ET1010'STATION REACHED BY HELICOPTER.
 ET1010
 ET1010                          STATION RECOVERY (1960)
 ET1010
 ET1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 ET1010'THE STATION WAS RECOVERED WITH ALL MARKS FOUND IN GOOD CONDITION.
 ET1010'A REVISED TO REACH FOLLOWS--
 ET1010'
 ET1010'TO REACH STATION FROM PRESCOTT, GO NW FROM THE MILLER VALLEY
 ET1010'SCHOOL FOR 1.4 MILES AND TURN SHARP RIGHT, THENCE GO IN A
 ET1010'NORTHERLY DIRECTION REACHING THE END OF PAVEMENT IN 6.4 MILES.
 ET1010'CONTINUE STRAIGHT AHEAD FOR 16.0 MILES AND TURN LEFT ON ROAD
 ET1010'TO CAMP WOOD P.O.  REACH CAMP WOOD POST OFFICE IN 15.7 MILES,
 ET1010'AND CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO A SIDE ROAD AND
 ET1010'SIGN READING, 7-UP RANCH, 3-1/2 MILES.  GO RIGHT ON SIDE
 ET1010'ROAD TO THE RANCH BUILDINGS AND THE MOST EASTERN GATE OF THE
 ET1010'CORRALS.  AZIMUTH MARK IS 65 FEET S OF THIS POINT.  FROM
 ET1010'AZIMUTH MARK, RETRACE ROUTE AND GO F ON ROAD FOR 0.25 MILE
 ET1010'AND TAKE TRACK ROAD ON LEFT (N).  FOLLOW TRACK ROAD FOR
 ET1010'1.6 MILES TO A SIDE ROAD.  GO RIGHT, EAST, ON SIDE ROAD TO
 ET1010'A FORK IN 0.8 MILES.  TAKE RIGHT FORK FOR 0.3 MILES AND
 ET1010'TURN LEFT OFF ROAD TOWARD WEST BASE OF MOUNTAIN AND
 ET1010'TRAVEL ABOUT 0.5 MILES, ACROSS COUNTRY TO END OF TRUCK
 ET1010'TRAVEL.  THENCE PACK UP WEST SIDE OF MOUNTAIN, BETWEEN TWO
 ET1010'CLIFFS TO HIGHEST POINT AND STATION.  A FORTY-FIVE MINUTE
 ET1010'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AB2089 ***********************************************************************
 AB2089  DESIGNATION -  YONGO
 AB2089  PID         -  AB2089
 AB2089  STATE/COUNTY-  AZ/NAVAJO
 AB2089  USGS QUAD   -  OWL VALLEY (1968)
 AB2089
 AB2089                         *CURRENT SURVEY CONTROL
 AB2089  ___________________________________________________________________
 AB2089* NAD 83(2007)-  36 20 25.43997(N)    110 27 58.46499(W)     ADJUSTED  
 AB2089* NAVD 88     -      2138.6    (meters)    7016.     (feet)  GPS OBS   
 AB2089  ___________________________________________________________________
 AB2089  EPOCH DATE  -        2007.00
 AB2089  X           -  -1,799,121.348 (meters)                     COMP
 AB2089  Y           -  -4,820,625.703 (meters)                     COMP
 AB2089  Z           -   3,759,938.311 (meters)                     COMP
 AB2089  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 AB2089  ELLIP HEIGHT-        2117.796 (meters)          (02/10/07) ADJUSTED
 AB2089  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 AB2089
 AB2089  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2089  Type    PID    Designation                      North   East  Ellip
 AB2089  -------------------------------------------------------------------
 AB2089  NETWORK AB2089 YONGO                             2.39   3.19   7.49
 AB2089  -------------------------------------------------------------------
 AB2089
 AB2089.The horizontal coordinates were established by GPS observations
 AB2089.and adjusted by the National Geodetic Survey in February 2007.
 AB2089
 AB2089.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2089.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2089.The horizontal coordinates are valid at the epoch date displayed above.
 AB2089.The epoch date for horizontal control is a decimal equivalence
 AB2089.of Year/Month/Day.
 AB2089
 AB2089.The orthometric height was determined by GPS observations and a
 AB2089.high-resolution geoid model.
 AB2089
 AB2089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2089
 AB2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2089
 AB2089.The ellipsoidal height was determined by GPS observations
 AB2089.and is referenced to NAD 83.
 AB2089
 AB2089.The geoid height was determined by GEOID03.
 AB2089
 AB2089;                    North         East     Units Scale Factor Converg.
 AB2089;SPC AZ E     -   592,322.291   186,468.547   MT  0.99990891   -0 10 39.1
 AB2089;SPC AZ E     - 1,943,314.60    611,773.45   iFT  0.99990891   -0 10 39.1
 AB2089;UTM  12      - 4,021,837.076   547,899.115   MT  0.99962827   +0 18 58.7
 AB2089
 AB2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2089!SPC AZ E     -   0.99966774  x   0.99990891  =   0.99957668
 AB2089!UTM  12      -   0.99966774  x   0.99962827  =   0.99929613
 AB2089
 AB2089                          SUPERSEDED SURVEY CONTROL
 AB2089
 AB2089  NAD 83(1992)-  36 20 25.43954(N)    110 27 58.46424(W) AD(       ) 1
 AB2089  ELLIP H (03/15/96) 2117.856  (m)                       GP(       ) 4 1
 AB2089
 AB2089.Superseded values are not recommended for survey control.
 AB2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2089.See file dsdata.txt to determine how the superseded data were derived.
 AB2089
 AB2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4789921837(NAD 83)
 AB2089_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2089_SETTING: 66 = SET IN ROCK OUTCROP
 AB2089_STAMPING: YONGO 1995
 AB2089_MARK LOGO: NGS   
 AB2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2089+STABILITY: POSITION/ELEVATION WELL
 AB2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2089+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2089
 AB2089  HISTORY     - Date     Condition        Report By
 AB2089  HISTORY     - 1995     MONUMENTED       NGS
 AB2089
 AB2089                          STATION DESCRIPTION
 AB2089
 AB2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (WAS)
 AB2089'THE STATION IS LOCATED ABOUT 45 MI (72.4 KM) NORTHEAST OF TUBA CITY,
 AB2089'ABOUT 30 MI (48.3 KM) SOUTH-SOUTHWEST OF KAYENTA, AND ABOUT 32 MI
 AB2089'(51.5 KM) NORTH OF KYKOTSMOVI ON A RIDGE ABOUT 1 MI (1.6 KM) SOUTHWEST
 AB2089'OF THE NORTHERN SUMMIT OF BIG MOUNTAIN, OVERLOOKING CACTUS VALLEY TO
 AB2089'THE WEST, ON HOPI INDIAN RESERVATION LAND.  TO REACH THE STATION FROM
 AB2089'THE TURNOFF FOR THE VILLAGE OF KYKOTSMOVI (AKA ORAIBI) FROM AZ HIGHWAY
 AB2089'264, GO WEST ON AZ 264 FOR 9.6 MI (15.4 KM) TO A BRIDGE OVER DINNEBITO
 AB2089'WASH.  CONTINUE WEST FOR 0.2 MI (0.3 KM) TO AN INTERSECTION WITH A
 AB2089'DIRT ROAD, INDIAN ROUTE 62, ON THE RIGHT.  TURN RIGHT, NORTHEAST,
 AB2089'CROSS THE CATTLEGUARD, AND GO 4.1 MI (6.6 KM) TO HIGH TENSION
 AB2089'POWERLINES CROSSING THE ROAD.  CONTINUE NORTHEAST FOR 2.0 MI (3.2 KM)
 AB2089'TO A CATTLEGUARD AND CONTINUE ANOTHER 1.3 MI (2.1 KM) TO THE ROCKY
 AB2089'RIDGE GENERAL STORE ON THE LEFT.  CONTINUE NORTHEAST ANOTHER 1.0 MI
 AB2089'(1.6 KM) TO THE ROCKY RIDGE SETTLEMENT AND TWO WATER TANKS ON THE
 AB2089'RIGHT.  CONTINUE NORTHEAST FOR 0.3 MI (0.5 KM) TO A Y INTERSECTION.
 AB2089'TURN RIGHT AND GO 7.8 MI (12.6 KM) TO A CATTLEGUARD ACROSS THE ROAD.
 AB2089'CONTINUE NORTH FOR 7.5 MI (12.1 KM) TO A WASH CROSSING, AT MANY SHEEP
 AB2089'WASH.  CONTINUE NORTH FOR 0.9 MI (1.4 KM) TO A CATTLEGUARD.  CONTINUE
 AB2089'FOR 1.6 MI (2.6 KM) TO AN INTERSECTION WITH A ROAD ON THE LEFT.
 AB2089'CONTINUE STRAIGHT, NORTH, FOR 1.9 MI (3.1 KM) TO AN INTERSECTION WITH
 AB2089'A MAIN ROAD.  TURN LEFT, NORTH, AND GO 0.9 MI (1.4 KM) TO A CROSS ROAD
 AB2089'LEADING TO A HOMESITE ON THE LEFT.  CONTINUE STRAIGHT FOR 1.4 MI (2.3
 AB2089'KM) TO AN INTERSECTION WITH A ROAD ON THE LEFT.  TURN LEFT, WEST,
 AB2089'CROSS A CATTLEGUARD AND GO 2.5 MI (4.0 KM) TO A T INTERSECTION WITH A
 AB2089'ROAD.  GO LEFT, SOUTHWEST, FOR 2.7 MI (4.3 KM) TO A REVERSE-Y JUNCTION
 AB2089'WITH A TRACK ROAD ON THE LEFT. CONTINUE STRAIGHT FOR 0.1 MI (0.2 KM)
 AB2089'TO A VEHICLE PULLOUT ON THE RIGHT, KNOWN LOCALLY AS THE CACTUS VALLEY
 AB2089'OVERLOOK.  CONTINUE STRAIGHT, BEGINNING A STEEP DESCENT, AND GO 0.3 MI
 AB2089'(0.5 KM) TO A PULLOUT ON THE LEFT, SOUTHEAST, SIDE OF THE ROAD.  PARK
 AB2089'AT THIS PULLOUT AND PACK UP THE STEEP SLOPE ABOUT 100 M (328.1 FT) TO
 AB2089'THE SOUTH END OF A ROCKY RIDGE AND THE STAION.  THE STATION IS A NGS
 AB2089'HORIZONTAL CONTROL DISK CEMENTED IN EXPOSED SANDSTONE BEDROCK FLUSH
 AB2089'WITH GROUND LEVEL AND STAMPED --- YONGO 1995 ---.  IT IS AT THE SOUTH
 AB2089'END OF A LOW ROCKY RIDE, 1.6 M (5.2 FT) SOUTH OF A LONE PINYON PINE
 AB2089'TREE (ABOUT 1.5 M (4.9 FT) TALL IN 1995) , AND ABOUT 20 M (65.6 FT)
 AB2089'ABOVE THE LEVEL OF THE ROAD NEAR THE VEHICLE TURNOUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0196 ***********************************************************************
 FQ0196  DESIGNATION -  YOUNG
 FQ0196  PID         -  FQ0196
 FQ0196  STATE/COUNTY-  AZ/COCONINO
 FQ0196  USGS QUAD   -  ANGELL (1983)
 FQ0196
 FQ0196                         *CURRENT SURVEY CONTROL
 FQ0196  ___________________________________________________________________
 FQ0196* NAD 83(1992)-  35 10 50.05569(N)    111 20 34.50792(W)     ADJUSTED  
 FQ0196* NAVD 88     -      1869.505  (meters)    6133.53   (feet)  ADJUSTED  
 FQ0196  ___________________________________________________________________
 FQ0196  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 FQ0196  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0196  DYNAMIC HT  -        1866.942 (meters)    6125.13  (feet)  COMP
 FQ0196  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 FQ0196
 FQ0196  HORZ ORDER  -  SECOND
 FQ0196  VERT ORDER  -  SECOND    CLASS 0
 FQ0196
 FQ0196.The horizontal coordinates were established by classical geodetic methods
 FQ0196.and adjusted by the National Geodetic Survey in August 1993.
 FQ0196
 FQ0196.The orthometric height was determined by differential leveling
 FQ0196.and adjusted in June 1991.
 FQ0196
 FQ0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0196
 FQ0196.The geoid height was determined by GEOID03.
 FQ0196
 FQ0196.The dynamic height is computed by dividing the NAVD 88
 FQ0196.geopotential number by the normal gravity value computed on the
 FQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0196.degrees latitude (g = 980.6199 gals.).
 FQ0196
 FQ0196.The modeled gravity was interpolated from observed gravity values.
 FQ0196
 FQ0196;                    North         East     Units Scale Factor Converg.
 FQ0196;SPC AZ C     -   463,755.914   265,616.135   MT  0.99993364   +0 19 50.1
 FQ0196;SPC AZ C     - 1,521,508.90    871,444.01   iFT  0.99993364   +0 19 50.1
 FQ0196;UTM  12      - 3,893,121.837   468,776.921   MT  0.99961201   -0 11 51.3
 FQ0196
 FQ0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0196!SPC AZ C     -   0.99971034  x   0.99993364  =   0.99964400
 FQ0196!UTM  12      -   0.99971034  x   0.99961201  =   0.99932247
 FQ0196
 FQ0196|---------------------------------------------------------------------|
 FQ0196| PID    Reference Object                     Distance      Geod. Az  |
 FQ0196|                                                           dddmmss.s |
 FQ0196| FQ0195 YOUNG RM 1                           14.247 METERS 10654     |
 FQ0196| FQ0605 PADRE                               APPROX. 3.7 KM 1422054.5 |
 FQ0196| FQ0197 YOUNG RM 2                           11.881 METERS 23630     |
 FQ0196|---------------------------------------------------------------------|
 FQ0196
 FQ0196                          SUPERSEDED SURVEY CONTROL
 FQ0196
 FQ0196  NAD 83(1986)-  35 10 50.04968(N)    111 20 34.50920(W) AD(       ) 2
 FQ0196  NAD 27      -  35 10 50.00330(N)    111 20 31.94060(W) AD(       ) 2
 FQ0196  NGVD 29 (??/??/92) 1868.573  (m)         6130.48   (f) ADJ UNCH    2 0
 FQ0196
 FQ0196.Superseded values are not recommended for survey control.
 FQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0196.See file dsdata.txt to determine how the superseded data were derived.
 FQ0196
 FQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD6877793122(NAD 83)
 FQ0196_MARKER: DS = TRIANGULATION STATION DISK
 FQ0196_SETTING: 80 = SET IN A BOULDER
 FQ0196_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FQ0196_STAMPING: YOUNG 1958
 FQ0196_MARK LOGO: CGS   
 FQ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FQ0196
 FQ0196  HISTORY     - Date     Condition        Report By
 FQ0196  HISTORY     - 1958     MONUMENTED       CGS
 FQ0196  HISTORY     - 1958     GOOD             CGS
 FQ0196  HISTORY     - 1971     GOOD             AZHD
 FQ0196  HISTORY     - 1983     GOOD             NGS
 FQ0196
 FQ0196                          STATION DESCRIPTION
 FQ0196
 FQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 FQ0196'THE STATION IS ON A LOW, ROUNDED, BOULDER-STREWN HILL COVERED
 FQ0196'WITH SCATTERED JUNIPERS, MANY OF WHICH HAVE BEEN UPROOTED.
 FQ0196'IT IS ABOUT 4 MILES EAST OF WINONA AND 0.2 MILE NORTH OF U.S.
 FQ0196'HIGHWAY 66.
 FQ0196'
 FQ0196'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 FQ0196'FLAGSTAFF, GO EASTERLY ON U.S. HIGHWAY 66 FOR 13.4 MILES TO
 FQ0196'WINONA, CONTINUE EAST ON 66 FOR 4.6 MILES TO A BLADED DIRT
 FQ0196'ROAD ON THE LEFT.  TURN LEFT AND GO THROUGH A GATE, CONTINUE
 FQ0196'NORTH FOR 0.1 MILE TO AN OLD PAVED ROAD.  THERE ARE SEVERAL
 FQ0196'GATES ALONG THE NORTH SIDE OF U.S. HIGHWAY 66 SPACED AT SHORT
 FQ0196'INTERVALS, ALL OF WHICH LEAD ONTO THE OLD PAVED ROAD AT THE
 FQ0196'BASE OF THE STATION HILL.  CROSS THE ABANDONED PAVED ROAD AND
 FQ0196'CONTINUE NORTHERLY ON A CINDER ROAD FOR 0.1 MILE TO DIM
 FQ0196'TRACKS ON THE LEFT, TURN LEFT AND GO 0.05 MILE, TURN LEFT AND
 FQ0196'PICK A WAY THROUGH THE JUNIPERS FOR 0.2 MILE TO THE TOP OF
 FQ0196'THE RISE AND STATION.
 FQ0196'
 FQ0196'THE STATION MARK IS A STANDARD DISK STAMPED YOUNG 1958, SET
 FQ0196'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 FQ0196'
 FQ0196'R.M. 1 IS A STANDARD DISK STAMPED YOUNG NO 1 1958, SET IN A
 FQ0196'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 FQ0196'
 FQ0196'R.M. 2 IS A STANDARD DISK STAMPED YOUNG NO 2 1958, SET IN A
 FQ0196'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS ABOUT
 FQ0196'3 FEET LOWER THAN THE STATION MARK.
 FQ0196
 FQ0196                          STATION RECOVERY (1958)
 FQ0196
 FQ0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FQ0196'19.0 MI E FROM FLAGSTAFF.
 FQ0196'19.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0196'IN FLAGSTAFF, 4.6 MILES EAST ON 66 FROM WINONA TO A BLADED DIRT ROAD
 FQ0196'LEADING NORTH, THENCE 0.1 MILE NORTH TO AND OLD PAVED ROAD, THENCE 0.1
 FQ0196'MILE NORTH ON A CINDER ROAD, THENCE GO WEST ABOUT 0.2 MILE TO THE TOP
 FQ0196'OF A SMALL HILL.  THE STATION MARK IS A STANDARD DISK CEMENTED IN A
 FQ0196'DRILL HOLE THAT PROJECTS 6 INCHES.
 FQ0196
 FQ0196                          STATION RECOVERY (1971)
 FQ0196
 FQ0196'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JHW)
 FQ0196'GENERAL LOCATION INT. 40 BETWEEN FLAGSTAFF AND WINSLOW.
 FQ0196'ABOUT 1/2 MILE NORTH OF INT. 40 AND OPPOSITE MILEPOST 215.
 FQ0196'TO REACH FROM THE WINONA OVERPASS, INT 40, EASTERLY ON A
 FQ0196'GRAVELLED ROAD ROUGHLY PARALLELING THE INT. FOR 5.3 MILES.
 FQ0196'PACK OR WITH FOUR WHEEL DRIVE, TO THE TOP OF THE HILL ON THE
 FQ0196'NORTH, LEFT, ABOUT 0.2 MI.  THE STATION IS A STANDARD USC
 FQ0196'AND GS TRIANGULATION BRASS CAP, SET IN A BASALT BOULDER,
 FQ0196'2 FT BY 2 FT AND UP 0.8 FT.  THE STATION IS LOCATED ON THE
 FQ0196'TOP OF AN EAST WEST EXTENDING RIDGE, IS STAMPED, YOUNG
 FQ0196'1958.  R.M. 1 IS A STANDARD USC AND GS REFERENCE MARK BRASS
 FQ0196'CAP, SET IN AN OUTCROP OF BASALT, 3-1/2 FT BY 2-1/2 FT UP 0.8
 FQ0196'FT, ABOUT 47 FT EASTERLY OF THE STATION AND STAMPED, YOUNG
 FQ0196'NO 1 1958.  R.M. 2 IS A STANDARD USC AND GS REFERENCE MARK BRASS
 FQ0196'CAP, SET IN A 2-1/2 FT BY 3 FT BASALT OUTCROP, UP 0.8
 FQ0196'FT, LOCATED ABOUT 40 FT SOUTHWEST OF THE MAIN STATION, AND
 FQ0196'STAMPED, YOUNG NO 2 1958.
 FQ0196
 FQ0196                          STATION RECOVERY (1983)
 FQ0196
 FQ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG1049 ***********************************************************************
 CG1049  DESIGNATION -  YOUNG
 CG1049  PID         -  CG1049
 CG1049  STATE/COUNTY-  AZ/SANTA CRUZ
 CG1049  USGS QUAD   -  MT WRIGHTSON (1981)
 CG1049
 CG1049                         *CURRENT SURVEY CONTROL
 CG1049  ___________________________________________________________________
 CG1049* NAD 83(1992)-  31 42 21.61735(N)    110 45 36.54169(W)     ADJUSTED  
 CG1049* NAVD 88     -      1679.9    (meters)    5511.     (feet)  VERTCON   
 CG1049  ___________________________________________________________________
 CG1049  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CG1049  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CG1049  HORZ ORDER  -  SECOND
 CG1049
 CG1049.The horizontal coordinates were established by classical geodetic methods
 CG1049.and adjusted by the National Geodetic Survey in August 1993.
 CG1049
 CG1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG1049
 CG1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG1049
 CG1049.The geoid height was determined by GEOID03.
 CG1049
 CG1049;                    North         East     Units Scale Factor Converg.
 CG1049;SPC AZ C     -    78,852.362   322,982.508   MT  1.00004816   +0 36 28.4
 CG1049;SPC AZ C     -   258,701.98  1,059,653.90   iFT  1.00004816   +0 36 28.4
 CG1049;UTM  12      - 3,507,874.301   522,727.090   MT  0.99960637   +0 07 33.8
 CG1049
 CG1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG1049!SPC AZ C     -   0.99974074  x   1.00004816  =   0.99978889
 CG1049!UTM  12      -   0.99974074  x   0.99960637  =   0.99934721
 CG1049
 CG1049|---------------------------------------------------------------------|
 CG1049| PID    Reference Object                     Distance      Geod. Az  |
 CG1049|                                                           dddmmss.s |
 CG1049| CC7685 YOUNG RM 1                            8.906 METERS 03725     |
 CG1049| CC7686 YOUNG RM 2                            8.176 METERS 12520     |
 CG1049| CC7684 YOUNG AZ MK                                        1312550.5 |
 CG1049|---------------------------------------------------------------------|
 CG1049
 CG1049                          SUPERSEDED SURVEY CONTROL
 CG1049
 CG1049  NAD 83(1986)-  31 42 21.60946(N)    110 45 36.53792(W) AD(       ) 2
 CG1049  NAD 27      -  31 42 21.29400(N)    110 45 34.23500(W) AD(       ) 2
 CG1049  NGVD 29 (07/19/86) 1679.0    (m)         5509.     (f) VERT ANG    3  
 CG1049
 CG1049.Superseded values are not recommended for survey control.
 CG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG1049.See file dsdata.txt to determine how the superseded data were derived.
 CG1049
 CG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA2272707874(NAD 83)
 CG1049_MARKER: Z = SEE DESCRIPTION
 CG1049_SETTING: 0 = UNSPECIFIED SETTING
 CG1049
 CG1049  HISTORY     - Date     Condition        Report By
 CG1049  HISTORY     - 1936     MONUMENTED       CGS
 CG1049
 CG1049                          STATION DESCRIPTION
 CG1049
 CG1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CG1049'THE STATION IS LOCATED ABOUT 6-1/2 MILES NW OF SONOITA, 1 MILE
 CG1049'SW OF THE OLD YOUNG RANCH AND 38 MILES SE OF TUCSON.  IT IS ON
 CG1049'THE HIGHEST POINT OF A RED ROCKY HILL WHICH IS ON THE W END OF A
 CG1049'LONG RIDGE THAT EXTENDS W FROM HIGHWAY ARIZ. NO. 83.  THIS HILL
 CG1049'IS TIMBERED AND IS ON THE W SIDE OF A LOW SADDLE IN THE ABOVE
 CG1049'RIDGE.
 CG1049'
 CG1049'THE STATION MARK PROJECTS 4 INCHES AND IS 40 FEET N OF THE
 CG1049'CENTERLINE OF AN E AND W TRACK ROAD WHICH CROSSES THE HILL.
 CG1049'
 CG1049'R.M. NO. 1 PROJECTS 5 INCHES AND IS NE OF THE STATION.
 CG1049'
 CG1049'R.M. NO. 2 PROJECTS 5 INCHES AND IS SE OF THE STATION.
 CG1049'
 CG1049'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS SE OF THE STATION.
 CG1049'IT IS ON A SPUR RIDGE THAT EXTENDS IN A SOUTHEASTERLY DIRECTION
 CG1049'FROM THE STATION.
 CG1049'
 CG1049'A 4-FT. STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CG1049'
 CG1049'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS, U.S.
 CG1049'NO. 80 AND U.S. NO. 89 AT THE S EDGE OF TUCSON GO E ON U.S. 80
 CG1049'21.2 MILES TO THE JUNCTION OF HIGHWAY, ARIZ. NO. 83.  HERE TURN
 CG1049'RIGHT AND GO S ON ARIZONA NO. 83 20.0 MILES TO THE GREATERVILLE
 CG1049'ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON NO. 83 7.1 MILES
 CG1049'TO THE CAVE CANYON ROAD ON THE RIGHT.  (THIS POINT IS ABOUT 2
 CG1049'MILES N OF SONOITA.) TURN RIGHT AND GO W ON GRADED ROAD 0.4
 CG1049'MILES TO A FORK.  TAKE THE LEFT FORK, MAIN ROAD, AND GO W UP
 CG1049'GRADE 2.8 MILES TO A FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD,
 CG1049'AND GO W 1.2 MILES TO A FORK.  TAKE THE RIGHT FORK, STRAIGHT
 CG1049'AHEAD, W ALONG RIDGE ON MAIN ROAD 2.4 MILES TO THE HIGHEST
 CG1049'POINT OF HILL AND STATION.  THE STATION HILL IS ABOUT 1/2 MILE
 CG1049'W OF A LOW SADDLE IN THE RIDGE.  THE LAST 3/4 MILES
 CG1049'THROUGH THE SADDLE AND UP THE STATION HILL IS ROUGH ROAD BUT
 CG1049'IS PASSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1033 ***********************************************************************
 FS1033  DESIGNATION -  YOUNG MOUNTAIN
 FS1033  PID         -  FS1033
 FS1033  STATE/COUNTY-  AZ/MOHAVE
 FS1033  USGS QUAD   -  SENATOR MOUNTAIN NW (1989)
 FS1033
 FS1033                         *CURRENT SURVEY CONTROL
 FS1033  ___________________________________________________________________
 FS1033* NAD 83(1992)-  35 55 34.63116(N)    114 25 50.84687(W)     ADJUSTED  
 FS1033* NAVD 88     -      1041.3    (meters)    3416.     (feet)  VERTCON   
 FS1033  ___________________________________________________________________
 FS1033  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 FS1033  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS1033  HORZ ORDER  -  FIRST
 FS1033
 FS1033.The horizontal coordinates were established by classical geodetic methods
 FS1033.and adjusted by the National Geodetic Survey in August 1993.
 FS1033
 FS1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1033
 FS1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1033
 FS1033.The geoid height was determined by GEOID03.
 FS1033
 FS1033;                    North         East     Units Scale Factor Converg.
 FS1033;SPC AZ W     -   546,566.951   151,923.959   MT  0.99997982   -0 23 58.1
 FS1033;SPC AZ W     - 1,793,198.66    498,438.19   iFT  0.99997982   -0 23 58.1
 FS1033;UTM  11      - 3,978,823.098   731,796.420   MT  1.00026211   +1 30 29.3
 FS1033
 FS1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1033!SPC AZ W     -   0.99984099  x   0.99997982  =   0.99982081
 FS1033!UTM  11      -   0.99984099  x   1.00026211  =   1.00010306
 FS1033
 FS1033|---------------------------------------------------------------------|
 FS1033| PID    Reference Object                     Distance      Geod. Az  |
 FS1033|                                                           dddmmss.s |
 FS1033| CC5891 YOUNG MOUNTAIN RM 2                   4.730 METERS 09828     |
 FS1033| FS1028 SENATOR MOUNTAIN CAIRN              APPROX.14.3 KM 1341645.2 |
 FS1033| FS1034 SQUAW PEAK HIGH POINT               APPROX. 3.4 KM 1734003.4 |
 FS1033| CC5892 YOUNG MOUNTAIN RM 3 AZIMUTH                        1985312.0 |
 FS1033| CC5890 YOUNG MOUNTAIN RM 1                   5.220 METERS 35711     |
 FS1033|---------------------------------------------------------------------|
 FS1033
 FS1033                          SUPERSEDED SURVEY CONTROL
 FS1033
 FS1033  NAD 83(1986)-  35 55 34.62230(N)    114 25 50.83841(W) AD(       ) 1
 FS1033  NAD 27      -  35 55 34.67300(N)    114 25 47.94400(W) AD(       ) 1
 FS1033  NGVD 29 (07/19/86) 1040.6    (m)         3414.     (f) VERT ANG    3  
 FS1033
 FS1033.Superseded values are not recommended for survey control.
 FS1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1033.See file dsdata.txt to determine how the superseded data were derived.
 FS1033
 FS1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV3179678823(NAD 83)
 FS1033_MARKER: DS = TRIANGULATION STATION DISK
 FS1033_SETTING: 66 = SET IN ROCK OUTCROP
 FS1033
 FS1033  HISTORY     - Date     Condition        Report By
 FS1033  HISTORY     - 1934     MONUMENTED       CGS
 FS1033  HISTORY     - 1950     GOOD             CGS
 FS1033  HISTORY     - 1972     GOOD             AZHD
 FS1033
 FS1033                          STATION DESCRIPTION
 FS1033
 FS1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1033'STATION IS ABOUT 22 MILES (AIR LINE) ESE OF BOULDER DAM, ABOUT
 FS1033'1 MILE N OF A VERY PROMINENT TITED PEAK WHICH IS LOCALLY KNOWN
 FS1033'AS SQUAW PEAK AND ABOUT 35 MILES NNE OF CHLORIDE.  IT IS ON THE
 FS1033'NORTHERN END OF A PROMINENT BLACK RIDGE FORMING THE E SIDE OF
 FS1033'DETRITAL VALLEY.
 FS1033'
 FS1033'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 FS1033'DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1033'
 FS1033'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/4 MILE S ON MAIN RIDGE.
 FS1033'
 FS1033'REACHED FROM BOULDER DAM AS FOLLOWS--TAKE THE KINGMAN HIGHWAY
 FS1033'SE 19.2 MILES (APPROXIMATE, HIGHWAY STILL UNDER CONSTRUCTION)
 FS1033'AND TURN SHARP LEFT OFF THE HIGHWAY ONTO THE ROAD THAT LEADS TO
 FS1033'WHITE HILLS (A GHOST TOWN), GO 3.2 MILES AND TURN SHARP LEFT
 FS1033'ON ROAD LEADING DOWN THE VALLEY.  FOLLOW 8.6 MILES AND TURN
 FS1033'RIGHT OFF THE ROAD UP A LARGE WASH AND FOLLOW 3.5 MILES TOWARDS
 FS1033'A TITED PEAK TO THE END OF TRUCK TRAVEL.
 FS1033'
 FS1033'FROM HERE GO N TO THE N END OF THE BLACK RIDGE.  THE HIGHEST
 FS1033'PART AND THE STATION.  IT IS A 2-1/2 HOURS PACK.
 FS1033
 FS1033                          STATION RECOVERY (1950)
 FS1033
 FS1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1033'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FS1033'AND FOUND TO BE AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 FS1033'
 FS1033'REFERENCE MARK NO. 1 WAS FOUND TO BE 5.220 METERS NORTH INSTEAD
 FS1033'OF 5.212 METERS.
 FS1033'
 FS1033'THE NEW ROUTE TO THE STATION IS AS FOLLOWS--FROM THE JUNCTION
 FS1033'OF STATE HIGHWAY 62 AND U.S. HIGHWAY 93-466 WHICH IS 19 MILES
 FS1033'NORTHWEST OF THE DEPOT IN KINGMAN, DRIVE NORTH TOWARD HOOVER
 FS1033'(BOULDER) DAM FOR 24.2 MILES TO A CROSSROAD (0.3 MILE BEFORE
 FS1033'REACHING BOULDER INN).  TURN RIGHT OFF HIGHWAY ONTO BLADED ROAD,
 FS1033'CROSSING CATTLE GUARD, AND CONTINUE EAST 3.2 MILES TO A
 FS1033'Y-INTERSECTION.  TAKE LEFT FORK, MAIN TRAVELED ROAD, TOWARD
 FS1033'TEMPLE BAR (RIGHT FORK GOES TO OLD SETTLEMENT OF WHITE HILLS)
 FS1033'AND CONTINUE 17.2 MILES WHERE TURN-OFF IS MADE TO BEGIN CROSS
 FS1033'COUNTRY TRAVEL WITH FOUR WHEEL DRIVE ONLY.  TURN LEFT (WESTWARD) OFF
 FS1033'BLADED ROAD SELECTING BEST TRAVEL TOWARDS STATION PEAK UPON
 FS1033'WHICH SHOWS A 7-FOOT CAIRN.  TRAVEL IS TOWARDS WASH
 FS1033'LEADING NORTHWESTERLY TOWARD PEAK, AND TRAVEL FROM ROAD
 FS1033'TURN-OFF WAS 2.9 MILES TO END OF TRUCK TRAVEL AT A LOCATION
 FS1033'FROM WHICH THE STATION WAS S 80 DEG W.
 FS1033'FROM END OF TRUCK TRAVEL PACK UP WASH WHICH LEADS UNDER
 FS1033'STATION, THENCE WORK TO RIDGE CREST ON EITHER SIDE OF THE
 FS1033'WASH AND CONTINUE THE TOP OF THE RIDGE TO HIGHEST POINT
 FS1033'AND STATION.  A PACK OF 1.0 HOUR FROM END OF TRUCK TRAVEL
 FS1033'WITH FOUR WHEEL DRIVE.
 FS1033
 FS1033                          STATION RECOVERY (1972)
 FS1033
 FS1033'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 FS1033'GENERAL LOCATION ORIGINAL DESCRIPTION GOOD.
 FS1033'
 FS1033'TO REACH ORIGINAL DESCRIPTION GOOD.
 FS1033'
 FS1033'STATION MARK ORIGINAL DESCRIPTION GOOD.
 FS1033'
 FS1033'REFERENCE MARKS R.M. 1 AND R.M. 2 FOUND IN PLACE.
 FS1033'
 FS1033'AZIMUTH MARK NO SEARCH MADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0992 ***********************************************************************
 ET0992  DESIGNATION -  YOUNG MOUNTAIN
 ET0992  PID         -  ET0992
 ET0992  STATE/COUNTY-  AZ/YAVAPAI
 ET0992  USGS QUAD   -  SKULL VALLEY (1979)
 ET0992
 ET0992                         *CURRENT SURVEY CONTROL
 ET0992  ___________________________________________________________________
 ET0992* NAD 83(1992)-  34 35 19.02434(N)    112 44 10.74994(W)     ADJUSTED  
 ET0992* NAVD 88     -      1732.     (meters)    5682.     (feet)  SCALED    
 ET0992  ___________________________________________________________________
 ET0992  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 ET0992  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 ET0992  HORZ ORDER  -  THIRD
 ET0992
 ET0992.The horizontal coordinates were established by classical geodetic methods
 ET0992.and adjusted by the National Geodetic Survey in August 1993.
 ET0992
 ET0992.The orthometric height was scaled from a topographic map.
 ET0992
 ET0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0992
 ET0992.The geoid height was determined by GEOID03.
 ET0992
 ET0992;                    North         East     Units Scale Factor Converg.
 ET0992;SPC AZ C     -   398,246.682   138,169.451   MT  0.99996966   -0 27 55.2
 ET0992;SPC AZ C     - 1,306,583.60    453,311.85   iFT  0.99996966   -0 27 55.2
 ET0992;UTM  12      - 3,828,793.866   340,760.365   MT  0.99991255   -0 59 09.2
 ET0992
 ET0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0992!SPC AZ C     -   0.99973247  x   0.99996966  =   0.99970213
 ET0992!UTM  12      -   0.99973247  x   0.99991255  =   0.99964504
 ET0992
 ET0992                          SUPERSEDED SURVEY CONTROL
 ET0992
 ET0992  NAD 83(1986)-  34 35 19.02266(N)    112 44 10.75205(W) AD(       ) 3
 ET0992  NAD 27      -  34 35 18.93403(N)    112 44 08.10977(W) AD(       ) 3
 ET0992
 ET0992.Superseded values are not recommended for survey control.
 ET0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0992.See file dsdata.txt to determine how the superseded data were derived.
 ET0992
 ET0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4076028794(NAD 83)
 ET0992_MARKER: DS = TRIANGULATION STATION DISK
 ET0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ET0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0992+STABILITY: SURFACE MOTION
 ET0992
 ET0992  HISTORY     - Date     Condition        Report By
 ET0992  HISTORY     - 1935     MONUMENTED       USFS
 ET0992
 ET0992                          STATION DESCRIPTION
 ET0992
 ET0992'DESCRIBED BY US FOREST SERVICE 1935
 ET0992'STATION IS ON A ROUND, BARREN, BROWN MOUNTAIN 1/4 MILE N
 ET0992'OF YOUNGS RANCH AND 15 MILES AIR LINE WESTERLY FROM PRESCOTT,
 ET0992'ARIZONA.  THIS MOUNTAIN IS LOWER THAN EITHER BRUSHY OR MARTIN
 ET0992'MOUNTAINS, BOTH OF WHICH ARE IN THE SAME LOCALITY, BUT
 ET0992'SOUTHWESTERLY FROM YOUNG MOUNTAIN.
 ET0992'
 ET0992'STATION MARK IS A STANDARD U.S.F.S. TABLET IN BEDROCK, STAMPED
 ET0992'YOUNG MOUNTAIN 1935.
 ET0992'
 ET0992'TO REACH STATION FROM PRESCOTT, TAKE THE SKULL VALLEY ROAD
 ET0992'WESTERLY, APPROXIMATELY 19.5 MILES, THENCE TURN N KEEPING
 ET0992'TO THE MAIN-TRAVELLED ROAD APPROXIMATELY 6 MILES TO YOUNGS
 ET0992'RANCH.  FROM THIS POINT IT IS ABOUT 45 MINUTES CLIMB NE TO
 ET0992'THE TOP OF THE MOUNTAIN AND STATION.
 ET0992'
 ET0992'SIGNAL--FLUTTER FLAGS ON 10-FOOT POLE IN 5-FOOT ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0195 ***********************************************************************
 FQ0195  DESIGNATION -  YOUNG RM 1
 FQ0195  PID         -  FQ0195
 FQ0195  STATE/COUNTY-  AZ/COCONINO
 FQ0195  USGS QUAD   -  ANGELL (1983)
 FQ0195
 FQ0195                         *CURRENT SURVEY CONTROL
 FQ0195  ___________________________________________________________________
 FQ0195* NAD 83(1986)-  35 10 50.     (N)    111 20 33.     (W)     SCALED    
 FQ0195* NAVD 88     -      1869.273  (meters)    6132.77   (feet)  ADJUSTED  
 FQ0195  ___________________________________________________________________
 FQ0195  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0195  DYNAMIC HT  -        1866.711 (meters)    6124.37  (feet)  COMP
 FQ0195  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 FQ0195
 FQ0195  VERT ORDER  -  SECOND    CLASS 0
 FQ0195
 FQ0195.The horizontal coordinates were scaled from a topographic map and have
 FQ0195.an estimated accuracy of +/- 6 seconds.
 FQ0195
 FQ0195.The orthometric height was determined by differential leveling
 FQ0195.and adjusted in June 1991.
 FQ0195
 FQ0195.The geoid height was determined by GEOID03.
 FQ0195
 FQ0195.The dynamic height is computed by dividing the NAVD 88
 FQ0195.geopotential number by the normal gravity value computed on the
 FQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0195.degrees latitude (g = 980.6199 gals.).
 FQ0195
 FQ0195.The modeled gravity was interpolated from observed gravity values.
 FQ0195
 FQ0195;                    North         East    Units  Estimated Accuracy
 FQ0195;SPC AZ C     -   463,750.      265,650.      MT  (+/- 180 meters Scaled)
 FQ0195
 FQ0195                          SUPERSEDED SURVEY CONTROL
 FQ0195
 FQ0195  NGVD 29 (??/??/92) 1868.342  (m)         6129.72   (f) ADJ UNCH    2 0
 FQ0195
 FQ0195.Superseded values are not recommended for survey control.
 FQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0195.See file dsdata.txt to determine how the superseded data were derived.
 FQ0195
 FQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD688931(NAD 83)
 FQ0195_MARKER: DR = REFERENCE MARK DISK
 FQ0195_SETTING: 80 = SET IN A BOULDER
 FQ0195_SP_SET: BOULDER
 FQ0195_STAMPING: YOUNG NO 1 1958
 FQ0195_MARK LOGO: CGS   
 FQ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0195+STABILITY: SURFACE MOTION
 FQ0195
 FQ0195  HISTORY     - Date     Condition        Report By
 FQ0195  HISTORY     - 1958     MONUMENTED       CGS
 FQ0195  HISTORY     - 1983     GOOD             NGS
 FQ0195
 FQ0195                          STATION DESCRIPTION
 FQ0195
 FQ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0195'19.0 MI E FROM FLAGSTAFF.
 FQ0195'19.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0195'IN FLAGSTAFF, 4.6 MILES EAST ON 66 FROM WINONA TO A BLADED DIRT ROAD
 FQ0195'LEADING NORTH, THENCE 0.1 MILE NORTH TO AND OLD PAVED ROAD, THENCE 0.1
 FQ0195'MILE NORTH ON A CINDER ROAD, THENCE GO WEST ABOUT 0.2 MILE TO THE TOP
 FQ0195'OF A SMALL HILL, 47 FEET EAST OF THE STATION, CEMENTED IN A DRILL HOLE
 FQ0195'IN A BOULDER THAT PROJECTS 8 INCHES.
 FQ0195
 FQ0195                          STATION RECOVERY (1983)
 FQ0195
 FQ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0197 ***********************************************************************
 FQ0197  DESIGNATION -  YOUNG RM 2
 FQ0197  PID         -  FQ0197
 FQ0197  STATE/COUNTY-  AZ/COCONINO
 FQ0197  USGS QUAD   -  ANGELL (1983)
 FQ0197
 FQ0197                         *CURRENT SURVEY CONTROL
 FQ0197  ___________________________________________________________________
 FQ0197* NAD 83(1986)-  35 10 51.     (N)    111 20 36.     (W)     SCALED    
 FQ0197* NAVD 88     -      1868.605  (meters)    6130.58   (feet)  ADJUSTED  
 FQ0197  ___________________________________________________________________
 FQ0197  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FQ0197  DYNAMIC HT  -        1866.043 (meters)    6122.18  (feet)  COMP
 FQ0197  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 FQ0197
 FQ0197  VERT ORDER  -  SECOND    CLASS 0
 FQ0197
 FQ0197.The horizontal coordinates were scaled from a topographic map and have
 FQ0197.an estimated accuracy of +/- 6 seconds.
 FQ0197
 FQ0197.The orthometric height was determined by differential leveling
 FQ0197.and adjusted in June 1991.
 FQ0197
 FQ0197.The geoid height was determined by GEOID03.
 FQ0197
 FQ0197.The dynamic height is computed by dividing the NAVD 88
 FQ0197.geopotential number by the normal gravity value computed on the
 FQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0197.degrees latitude (g = 980.6199 gals.).
 FQ0197
 FQ0197.The modeled gravity was interpolated from observed gravity values.
 FQ0197
 FQ0197;                    North         East    Units  Estimated Accuracy
 FQ0197;SPC AZ C     -   463,790.      265,580.      MT  (+/- 180 meters Scaled)
 FQ0197
 FQ0197                          SUPERSEDED SURVEY CONTROL
 FQ0197
 FQ0197  NGVD 29 (??/??/92) 1867.673  (m)         6127.52   (f) ADJ UNCH    2 0
 FQ0197
 FQ0197.Superseded values are not recommended for survey control.
 FQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0197.See file dsdata.txt to determine how the superseded data were derived.
 FQ0197
 FQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD687931(NAD 83)
 FQ0197_MARKER: DR = REFERENCE MARK DISK
 FQ0197_SETTING: 80 = SET IN A BOULDER
 FQ0197_SP_SET: BOULDER
 FQ0197_STAMPING: YOUNG RM 2 1958
 FQ0197_MARK LOGO: CGS   
 FQ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0197+STABILITY: SURFACE MOTION
 FQ0197
 FQ0197  HISTORY     - Date     Condition        Report By
 FQ0197  HISTORY     - 1958     MONUMENTED       CGS
 FQ0197  HISTORY     - 1983     GOOD             NGS
 FQ0197
 FQ0197                          STATION DESCRIPTION
 FQ0197
 FQ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0197'19.0 MI E FROM FLAGSTAFF.
 FQ0197'19.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0197'IN FLAGSTAFF, 4.6 MILES EAST ON 66 FROM WINONA TO A BLADED DIRT ROAD
 FQ0197'LEADING NORTH, THENCE 0.1 MILE NORTH TO AND OLD PAVED ROAD, THENCE 0.1
 FQ0197'MILE NORTH ON A CINDER ROAD, THENCE GO WEST ABOUT 0.2 MILE TO THE TOP
 FQ0197'OF A SMALL HILL, 39 FEET SOUTHWEST OF THE STATION, CEMENTED IN A DRILL
 FQ0197'HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 FQ0197
 FQ0197                          STATION RECOVERY (1983)
 FQ0197
 FQ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0909 ***********************************************************************
 EU0909  DESIGNATION -  YUCCA
 EU0909  PID         -  EU0909
 EU0909  STATE/COUNTY-  AZ/MOHAVE
 EU0909  USGS QUAD   -  YUCCA (1970)
 EU0909
 EU0909                         *CURRENT SURVEY CONTROL
 EU0909  ___________________________________________________________________
 EU0909* NAD 83(1992)-  34 48 04.12008(N)    114 09 44.48991(W)     ADJUSTED  
 EU0909* NAVD 88     -       570.8    (meters)    1873.     (feet)  VERTCON   
 EU0909  ___________________________________________________________________
 EU0909  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 EU0909  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 EU0909  HORZ ORDER  -  FIRST
 EU0909
 EU0909.The horizontal coordinates were established by classical geodetic methods
 EU0909.and adjusted by the National Geodetic Survey in August 1993.
 EU0909
 EU0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0909
 EU0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0909
 EU0909.The geoid height was determined by GEOID03.
 EU0909
 EU0909;                    North         East     Units Scale Factor Converg.
 EU0909;SPC AZ W     -   421,607.183   175,628.124   MT  0.99995087   -0 14 07.3
 EU0909;SPC AZ W     - 1,383,225.67    576,207.76   iFT  0.99995087   -0 14 07.3
 EU0909;UTM  11      - 3,854,661.843   759,601.664   MT  1.00043071   +1 37 13.6
 EU0909
 EU0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0909!SPC AZ W     -   0.99991512  x   0.99995087  =   0.99986600
 EU0909!UTM  11      -   0.99991512  x   1.00043071  =   1.00034580
 EU0909
 EU0909:                Primary Azimuth Mark                     Grid Az
 EU0909:SPC AZ W     -  YUCCA RAILROAD WATER TANK                005 29 32.4
 EU0909:UTM  11      -  YUCCA RAILROAD WATER TANK                003 38 11.5
 EU0909
 EU0909|---------------------------------------------------------------------|
 EU0909| PID    Reference Object                     Distance      Geod. Az  |
 EU0909|                                                           dddmmss.s |
 EU0909| EU0908 YUCCA RAILROAD WATER TANK           APPROX. 8.2 KM 0051525.1 |
 EU0909| EU0913 YUCCA AIRPORT WATER TANK            APPROX. 9.3 KM 0174621.1 |
 EU0909| EU0914 YUCCA FORD PROVING GRD CONT TR      APPROX. 9.3 KM 0175535.2 |
 EU0909| EU0068 YUCCA AZ MK                         492.507 METERS 0955906.3 |
 EU0909| CC5894 YUCCA RM 1                            4.870 METERS 11440     |
 EU0909| CC5895 YUCCA RM 2                           10.224 METERS 33519     |
 EU0909|---------------------------------------------------------------------|
 EU0909
 EU0909                          SUPERSEDED SURVEY CONTROL
 EU0909
 EU0909  NAD 83(1986)-  34 48 04.12085(N)    114 09 44.49624(W) AD(       ) 1
 EU0909  NAD 27      -  34 48 04.09900(N)    114 09 41.66700(W) AD(       ) 1
 EU0909  NGVD 29 (07/19/86)  570.1    (m)         1870.     (f) VERT ANG    3  
 EU0909
 EU0909.Superseded values are not recommended for survey control.
 EU0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0909.See file dsdata.txt to determine how the superseded data were derived.
 EU0909
 EU0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5960254662(NAD 83)
 EU0909_MARKER: DS = TRIANGULATION STATION DISK
 EU0909_SETTING: 80 = SET IN A BOULDER
 EU0909_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EU0909
 EU0909  HISTORY     - Date     Condition        Report By
 EU0909  HISTORY     - 1945     MONUMENTED       CGS
 EU0909  HISTORY     - 1960     GOOD             AMS
 EU0909  HISTORY     - 1961     GOOD             CGS
 EU0909  HISTORY     - 1970     GOOD             USGS
 EU0909
 EU0909                          STATION DESCRIPTION
 EU0909
 EU0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0909'STATION IS LOCATED ABOUT 6.5 MILES S OF YUCCA, ABOUT 2 MILES E OF
 EU0909'A SECTION HOUSE AND SIDING ON THE ATCHISON, TOPEKA AND SANTA FE
 EU0909'RAILWAY.  IT IS ON THE W ONE OF TWO LOW PEAKS AT THE E END OF A
 EU0909'RIDGE AND ABOUT 1 MILE E OF THE RAILROAD TRACKS.  IT IS ABOUT 20
 EU0909'FEET NW OF THE HIGHEST PART OF HILL.
 EU0909'
 EU0909'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 EU0909'6 INCHES ABOVE THE GROUND AND IS STAMPED YUCCA 1945.
 EU0909'
 EU0909'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0909'ABOUT 1 FOOT HIGHER IN ELEVATION THAN STATION MARK AND IS STAMPED
 EU0909'YUCCA NO 1 1945.
 EU0909'
 EU0909'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EU0909'PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS STAMPED YUCCA NO 2
 EU0909'1945.
 EU0909'
 EU0909'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER FLUSH
 EU0909'WITH THE GROUND AND IS STAMPED YUCCA 1945.  IT IS 1.5 FEET W OF
 EU0909'A 3-FOOT CAIRN.
 EU0909'
 EU0909'TO REACH STATION FROM YUCCA POST OFFICE, GO S ON GRADED ROAD
 EU0909'TOWARD TOPOCK FOR 6.0 MILES TO A THREE-POINT ROAD FORK.  TAKE
 EU0909'RIGHT FORK AND GO W ON TRACK ROAD FOR 2.0 MILES TO A DRY WASH AT
 EU0909'N SLOPE OF RIDGE.  FROM HERE PACK S UP SLOPE TO HIGHEST POINT OF
 EU0909'RIDGE AND STATION.
 EU0909'
 EU0909'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, FOLLOW DRY WASH
 EU0909'E TO LOW SADDLE, THENCE E ALONG RIDGE TO LOW ROCKY POINT AND MARK.
 EU0909'
 EU0909'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 EU0909
 EU0909                          STATION RECOVERY (1960)
 EU0909
 EU0909'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 EU0909'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EU0909
 EU0909                          STATION RECOVERY (1961)
 EU0909
 EU0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0909'STATION WAS RECOVERED AS DESCRIBED IN THE 1945 DESCRIPTION AND ALL
 EU0909'MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE IN DIRECTION
 EU0909'TO R.M. NO. 1 AND R.M. NO. 2 WAS FOUND.  A SECOND SET OF
 EU0909'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  DUE TO ROAD CHANGES
 EU0909'A NEW TO REACH FOLLOWS.
 EU0909'
 EU0909'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND THE MAIN
 EU0909'SURFACED ROAD TO THE WEST IN YUCCA, GO SOUTHERLY ON U.S. HIGHWAY 66
 EU0909'FOR 4.65 MILES TO MILE POST 21, CONTINUE SOUTHWESTERLY ON U.S.
 EU0909'HIGHWAY 66 FOR 0.6 MILE TO THE SOUTH SIDE OF HIGH HILL TO THE
 EU0909'NORTH.  (THIS POINT IS END OF TRUCK TRAVEL).  FROM HERE PACK
 EU0909'ABOUT NORTHWEST UP STEEP HILL FOR ABOUT 0.5 MILE TO WESTERLY
 EU0909'PEAK OF TWO AND STATION.
 EU0909'
 EU0909'AT THE AZIMUTH MARK A WITNESS POST WAS SET AND THE AZIMUTH MARK
 EU0909'IS 9.3 FEET WEST OF THE WITNESS POST.
 EU0909'
 EU0909'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EU0909
 EU0909                          STATION RECOVERY (1970)
 EU0909
 EU0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (TLM)
 EU0909'TO REACH FROM THE POST OFFICE TO YUCCA DRIVE EAST FOR TWO
 EU0909'BLOCKS TO MAIN NORTH-SOUTH ROAD.  DRIVE SOUTH FOR SIX BLOCKS TO ON
 EU0909'RAMP TO U.S. 66.  PROCEED SOUTH ON US 66 FOR 5.0 MILES TO A ROAD
 EU0909'INTERCHANGE.  TURN OFF U.S. 66 AND TURN BACK NORTH INSIDE FENCE
 EU0909'FOR 0.2 MILES.  END OF TRUCK TRAVEL.  PACK NORTH TO TOPS AND
 EU0909'STATION.  A TEN MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0915 ***********************************************************************
 EU0915  DESIGNATION -  YUCCA
 EU0915  PID         -  EU0915
 EU0915  STATE/COUNTY-  AZ/MOHAVE
 EU0915  USGS QUAD   -  YUCCA NW (1970)
 EU0915
 EU0915                         *CURRENT SURVEY CONTROL
 EU0915  ___________________________________________________________________
 EU0915* NAD 83(1992)-  34 53 36.64714(N)    114 13 34.51284(W)     ADJUSTED  
 EU0915* NAVD 88     -      1096.2    (meters)    3596.     (feet)  VERTCON   
 EU0915  ___________________________________________________________________
 EU0915  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 EU0915  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EU0915  HORZ ORDER  -  SECOND
 EU0915
 EU0915.The horizontal coordinates were established by classical geodetic methods
 EU0915.and adjusted by the National Geodetic Survey in August 1993.
 EU0915
 EU0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0915
 EU0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0915
 EU0915.The geoid height was determined by GEOID03.
 EU0915
 EU0915;                    North         East     Units Scale Factor Converg.
 EU0915;SPC AZ W     -   431,879.670   169,830.162   MT  0.99995668   -0 16 20.8
 EU0915;SPC AZ W     - 1,416,928.05    557,185.57   iFT  0.99995668   -0 16 20.8
 EU0915;UTM  11      - 3,864,745.567   753,470.904   MT  1.00039192   +1 35 15.3
 EU0915
 EU0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0915!SPC AZ W     -   0.99983265  x   0.99995668  =   0.99978934
 EU0915!UTM  11      -   0.99983265  x   1.00039192  =   1.00022450
 EU0915
 EU0915|---------------------------------------------------------------------|
 EU0915| PID    Reference Object                     Distance      Geod. Az  |
 EU0915|                                                           dddmmss.s |
 EU0915| CC5902 YUCCA RM 1                           35.098 METERS 19520     |
 EU0915| EU0910 UTE                                 APPROX. 3.5 KM 2110614.9 |
 EU0915|---------------------------------------------------------------------|
 EU0915
 EU0915                          SUPERSEDED SURVEY CONTROL
 EU0915
 EU0915  NAD 83(1986)-  34 53 36.64957(N)    114 13 34.51656(W) AD(       ) 2
 EU0915  NAD 27      -  34 53 36.63000(N)    114 13 31.68300(W) AD(       ) 2
 EU0915  NGVD 29 (07/19/86) 1095.4    (m)         3594.     (f) VERT ANG    3  
 EU0915
 EU0915.Superseded values are not recommended for survey control.
 EU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0915.See file dsdata.txt to determine how the superseded data were derived.
 EU0915
 EU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU5347164746(NAD 83)
 EU0915_MARKER: DS = TRIANGULATION STATION DISK
 EU0915_SETTING: 0 = UNSPECIFIED SETTING
 EU0915
 EU0915  HISTORY     - Date     Condition        Report By
 EU0915  HISTORY     - 1948     MONUMENTED       USGS
 EU0915
 EU0915                          STATION DESCRIPTION
 EU0915
 EU0915'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FAR)
 EU0915'THE STATION IS ABOUT 4 MILES WEST NORTHWEST OF YUCCA, ON THE
 EU0915'CENTRAL EASTERN PART OF BLACK MESA, A PART OF THE UTE MOUNTAINS--ON
 EU0915'A FLAT, KNOLL ABOUT 1 MILE WEST OF THE EASTERN EDGE OF THE
 EU0915'MESA.
 EU0915'
 EU0915'TO REACH THE STATION FROM YUCCA GO NORTHERLY TOWARDS KINGMAN
 EU0915'FOR 3.0 MILES TO THE UNDERPASS.  JUST WEST OF THE UNDERPASS
 EU0915'CONTINUE STRAIGHT AHEAD WESTERLY ON A TRACK ROAD FOR 0.2 MILE
 EU0915'TO A FORK.  KEEP LEFT FORK WESTERLY FOR 2.3 MILES TO A LARGE WASH.
 EU0915'CROSS WASH AND CONTINUE WESTERLY ON A DIM WINDING TRACK ROAD
 EU0915'FOR 1.9 MILES TO THE END OF THE ROAD ON THE SUMMIT OF A SMALL
 EU0915'RIDGE AT THE FOOT OF THE MOUNTAIN, AND THE END OF TRUCK TRAVEL.
 EU0915'FROM THE END OF TRUCK TRAVEL BACK PACK WESTERLY UP THE STEEP
 EU0915'CLIFFS TO THE SUMMIT OF RIDGE.  TURN LEFT SOUTHERLY AND
 EU0915'CONTINUE ALONG NARROW RIDGE FOR ABOUT 1 MILE TO WHERE THE RIDGE
 EU0915'JOINS THE MESA--TURN RIGHT AND CONTINUE WESTERLY CROSS COUNTRY
 EU0915'FOR ABOUT 1 MILE TO KNOLL AND STATION.
 EU0915'
 EU0915'THE STATION IS A STANDARD BRONZE DISK OF THE UNITED STATES
 EU0915'GEOLOGICAL SURVEY SET CONCRETE IN A 5 INCH IRON PIPE PROJECTING
 EU0915'ABOUT 6 INCHES, ON THE HIGHEST POINT OF THE KNOLL.  IT IS STAMPED
 EU0915'YUCCA 1926.
 EU0915'
 EU0915'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 EU0915'LARGE BOULDER PROJECTING ABOUT 3 FEET, AND IS ABOUT 6 FEET
 EU0915'LOWER THAN THE STATION.  IT IS STAMPED YUCCA USGS NO 1 1948.
 EU0915'
 EU0915'THERE IS NO R.M. NO. 2.  STATION UTE WAS USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1146 ***********************************************************************
 CY1146  DESIGNATION -  YUCCA
 CY1146  PID         -  CY1146
 CY1146  STATE/COUNTY-  AZ/COCHISE
 CY1146  USGS QUAD   -  LITTLE WOOD CANYON (1974)
 CY1146
 CY1146                         *CURRENT SURVEY CONTROL
 CY1146  ___________________________________________________________________
 CY1146* NAD 83(1992)-  32 09 19.26056(N)    109 16 48.93898(W)     ADJUSTED  
 CY1146* NAVD 88     -      1293.     (meters)    4242.     (feet)  SCALED    
 CY1146  ___________________________________________________________________
 CY1146  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CY1146  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CY1146  HORZ ORDER  -  SECOND
 CY1146
 CY1146.The horizontal coordinates were established by classical geodetic methods
 CY1146.and adjusted by the National Geodetic Survey in August 1993.
 CY1146
 CY1146.The orthometric height was scaled from a topographic map.
 CY1146
 CY1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1146
 CY1146.The geoid height was determined by GEOID03.
 CY1146
 CY1146;                    North         East     Units Scale Factor Converg.
 CY1146;SPC AZ E     -   128,436.028   296,970.835   MT  0.99998618   +0 28 18.4
 CY1146;SPC AZ E     -   421,378.04    974,313.76   iFT  0.99998618   +0 28 18.4
 CY1146;UTM  12      - 3,558,950.870   662,174.713   MT  0.99992435   +0 54 55.7
 CY1146
 CY1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1146!SPC AZ E     -   0.99980122  x   0.99998618  =   0.99978740
 CY1146!UTM  12      -   0.99980122  x   0.99992435  =   0.99972559
 CY1146
 CY1146|---------------------------------------------------------------------|
 CY1146| PID    Reference Object                     Distance      Geod. Az  |
 CY1146|                                                           dddmmss.s |
 CY1146| CC7687 YUCCA RM 1                           12.887 METERS 10750     |
 CY1146| CC7688 YUCCA RM 2                           12.329 METERS 19034     |
 CY1146| CY1145 EMIGRANT                            APPROX. 7.3 KM 2905817.4 |
 CY1146|---------------------------------------------------------------------|
 CY1146
 CY1146                          SUPERSEDED SURVEY CONTROL
 CY1146
 CY1146  NAD 83(1986)-  32 09 19.25628(N)    109 16 48.93669(W) AD(       ) 2
 CY1146  NAD 27      -  32 09 18.96380(N)    109 16 46.71550(W) AD(       ) 2
 CY1146
 CY1146.Superseded values are not recommended for survey control.
 CY1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1146.See file dsdata.txt to determine how the superseded data were derived.
 CY1146
 CY1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA6217558951(NAD 83)
 CY1146_MARKER: DS = TRIANGULATION STATION DISK
 CY1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1146
 CY1146  HISTORY     - Date     Condition        Report By
 CY1146  HISTORY     - 1960     MONUMENTED       CGS
 CY1146
 CY1146                          STATION DESCRIPTION
 CY1146
 CY1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY1146'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHEAST OF BOWIE,
 CY1146'8 MILES SOUTHWEST OF SAN SIMON AND 0.7 MILE NORTHWEST OF
 CY1146'WOOD CANYON ROAD, ON FLAT DESERT LAND JUST NORTH OF THE
 CY1146'CHIRICAHUA MOUNTAINS.
 CY1146'
 CY1146'TO REACH THE STATION FROM THE POST OFFICE IN SAN SIMON, GO SOUTH
 CY1146'0.1 MILE TO ARIZONA STATE HIGHWAY 86, CROSS THE HIGHWAY AND
 CY1146'CONTINUE SOUTH FOR 0.15 MILE TO A CATTLE GUARD, CONTINUE
 CY1146'SOUTH ON THE GRADED DIRT ROAD FOR 4.6 MILES TO THE EL PASO
 CY1146'NATURAL GAS PIPELINE, CROSS THE PIPELINE AND CONTINUE SOUTH
 CY1146'FOR 0.6 MILE TO A FORK.  TAKE THE ROAD TO THE RIGHT AS PER
 CY1146'SIGN WOOD CANYON AND GO SOUTHWESTERLY FOR 2.65 MILES TO
 CY1146'A NORTH-SOUTH FENCE AND CATTLE GUARD, CONTINUE SOUTHWESTERLY
 CY1146'FOR 1.7 MILES TO A BLADED CROSSROAD, TURN RIGHT AND GO WEST
 CY1146'ON THE BLADED ROAD FOR 0.35 MILE TO AN UNUSED AND VERY DIM
 CY1146'TRACK ROAD, TURN RIGHT, FOLLOWING THE TRACK ROAD NORTH FOR
 CY1146'0.8 MILE TO A LONE YUCCA AND THE STATION ON THE RIGHT.
 CY1146'
 CY1146'THE STATION MARK IS A STANDARD DISK STAMPED YUCCA 1960, SET
 CY1146'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 CY1146'
 CY1146'R.M. 1 IS A STANDARD DISK STAMPED YUCCA NO 1 1960, SET IN
 CY1146'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 CY1146'
 CY1146'R.M. 2 IS A STANDARD DISK STAMPED YUCCA NO 2 1960, SET IN
 CY1146'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0068 ***********************************************************************
 EU0068  DESIGNATION -  YUCCA AZ MK
 EU0068  PID         -  EU0068
 EU0068  STATE/COUNTY-  AZ/MOHAVE
 EU0068  USGS QUAD   -  YUCCA (1970)
 EU0068
 EU0068                         *CURRENT SURVEY CONTROL
 EU0068  ___________________________________________________________________
 EU0068* NAD 83(1992)-  34 48 02.45319(N)    114 09 25.22010(W)     ADJUSTED  
 EU0068* NAVD 88     -       498.142  (meters)    1634.32   (feet)  ADJUSTED  
 EU0068  ___________________________________________________________________
 EU0068  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 EU0068  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 EU0068  DYNAMIC HT  -         497.585 (meters)    1632.49  (feet)  COMP
 EU0068  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 EU0068
 EU0068  HORZ ORDER  -  SECOND
 EU0068  VERT ORDER  -  FIRST     CLASS II
 EU0068
 EU0068.The horizontal coordinates were established by classical geodetic methods
 EU0068.and adjusted by the National Geodetic Survey in August 1993.
 EU0068
 EU0068.The orthometric height was determined by differential leveling
 EU0068.and adjusted in June 1991.
 EU0068
 EU0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0068
 EU0068.The geoid height was determined by GEOID03.
 EU0068
 EU0068.The dynamic height is computed by dividing the NAVD 88
 EU0068.geopotential number by the normal gravity value computed on the
 EU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0068.degrees latitude (g = 980.6199 gals.).
 EU0068
 EU0068.The modeled gravity was interpolated from observed gravity values.
 EU0068
 EU0068;                    North         East     Units Scale Factor Converg.
 EU0068;SPC AZ W     -   421,553.820   176,117.707   MT  0.99995042   -0 13 56.2
 EU0068;SPC AZ W     - 1,383,050.59    577,814.00   iFT  0.99995042   -0 13 56.2
 EU0068;UTM  11      - 3,854,624.345   760,092.955   MT  1.00043386   +1 37 24.5
 EU0068
 EU0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0068!SPC AZ W     -   0.99992653  x   0.99995042  =   0.99987695
 EU0068!UTM  11      -   0.99992653  x   1.00043386  =   1.00036036
 EU0068
 EU0068:                Primary Azimuth Mark                     Grid Az
 EU0068:SPC AZ W     -  YUCCA                                    276 13 13.5
 EU0068:UTM  11      -  YUCCA                                    274 21 52.8
 EU0068
 EU0068|---------------------------------------------------------------------|
 EU0068| PID    Reference Object                     Distance      Geod. Az  |
 EU0068|                                                           dddmmss.s |
 EU0068| EU0909 YUCCA                               492.507 METERS 2755917.3 |
 EU0068|---------------------------------------------------------------------|
 EU0068
 EU0068                          SUPERSEDED SURVEY CONTROL
 EU0068
 EU0068  NAD 83(1986)-  34 48 02.45392(N)    114 09 25.22668(W) AD(       ) 2
 EU0068  NAD 27      -  34 48 02.43200(N)    114 09 22.39900(W) AD(       ) 2
 EU0068  NGVD 29 (??/??/??)  497.418  (m)         1631.95   (f) ADJUSTED    1 2
 EU0068
 EU0068.Superseded values are not recommended for survey control.
 EU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0068.See file dsdata.txt to determine how the superseded data were derived.
 EU0068
 EU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6009354624(NAD 83)
 EU0068_MARKER: DZ = AZIMUTH MARK DISK
 EU0068_SETTING: 66 = SET IN ROCK OUTCROP
 EU0068_SP_SET: ROCK OUTCROPPING
 EU0068_STAMPING: YUCCA 1944
 EU0068_MARK LOGO: CGS   
 EU0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0068+STABILITY: POSITION/ELEVATION WELL
 EU0068
 EU0068  HISTORY     - Date     Condition        Report By
 EU0068  HISTORY     - 1961     MONUMENTED       CGS
 EU0068  HISTORY     - 1961     GOOD             NGS
 EU0068  HISTORY     - 1971     GOOD             NGS
 EU0068  HISTORY     - 1981     GOOD             NGS
 EU0068
 EU0068                          STATION DESCRIPTION
 EU0068
 EU0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0068'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF YUCCA AND IS ON
 EU0068'TOP OF A SMALL ROCKY KNOLL ABOUT 200 YARDS NORTH OF U.S. HIGHWAY
 EU0068'66.
 EU0068'
 EU0068'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND THE
 EU0068'MAIN CROSSROAD JUST EAST OF THE POST OFFICE IN YUCCA, GO SOUTHERLY
 EU0068'ON U.S. HIGHWAY 66 FOR 4.65 MILES TO MILE POST 21 AND BRIDGE OVER
 EU0068'THE FLAT TOP WASH, CONTINUE SOUTHWEST ON U.S. HIGHWAY 66 FOR 0.5
 EU0068'MILE TO THE STATION ABOUT 200 YARDS TO THE NORTH ON A SMALL ROCKY
 EU0068'KNOLL.
 EU0068'
 EU0068'THE STATION, A STANDARD DISK SET IN A DRILL HOLE IN TOP OF LARGE
 EU0068'FLAT OUTCROPPING BEDROCK AND IS STAMPED YUCCA 1945.  THE MARK IS
 EU0068'9.3 FEET WEST OF WITNESS POST AND ABOUT 3 FEET WEST OF THE HIGHEST
 EU0068'PART OF KNOLL.
 EU0068'
 EU0068'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 EU0068
 EU0068                          STATION RECOVERY (1961)
 EU0068
 EU0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EU0068'5.1 MI S FROM YUCCA.
 EU0068'ABOUT 0.3 MILES EAST ALONG A STREET FROM THE POST OFFICE IN YUCCA,
 EU0068'THENCE 4.75 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 66 TO
 EU0068'MILE POST 21 AND THE BRIDGE OVER FLAT TOP WASH, THENCE 0.5 MILES
 EU0068'SOUTHWEST TO THE SOUTH SIDE OF A SMALL ROCKY HILL NORTH OF THE
 EU0068'HIGHWAY, THENCE ABOUT 150 YARDS NORTH TO THE TOP OF THE SMALL
 EU0068'ROCKY HILL, SET IN THE TOP OF A 2 FOOT BY 2 FOOT ROCK OUTCROPPING
 EU0068'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND, 225 FEET NORTHWEST
 EU0068'OF A POWER POLE, AND 9.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 EU0068
 EU0068                          STATION RECOVERY (1971)
 EU0068
 EU0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EU0068'THE MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EU0068'NO SEARCH WAS MADE FOR STATION YUCCA 1945.
 EU0068'
 EU0068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 EU0068'SOUTH OF YUCCA
 EU0068
 EU0068                          STATION RECOVERY (1981)
 EU0068
 EU0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0068'7.5 KM (4.65 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0068'ROAD OVERPASS IN YUCCA, ON TOP OF A SMALL KNOLL, 0.8 KM (0.5 MI)
 EU0068'SOUTHWEST OF MILEPOST 21, 0.7 KM (0.45 MI) NORTHEAST OF GEM ACERS RAOD
 EU0068'OVERPASS, 121.9 METERS (400 FT) NORTHWEST OF THE CENTERLINE OF THE
 EU0068'WEST BOUND LANES, 60.3 METERS (198 FT) NORTH-NORTHWEST OF BENCH MARK V
 EU0068'484 (SLOPEING MEASUREMENT), 59.4 METERS (195 FT) NORTHWEST OF THE
 EU0068'RIGHT OF WAY FENCE.
 EU0068'THE MARK IS 9.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0912 ***********************************************************************
 EU0912  DESIGNATION -  YUCCA FORD PROVING GRD TANK
 EU0912  PID         -  EU0912
 EU0912  STATE/COUNTY-  AZ/MOHAVE
 EU0912  USGS QUAD   -  YUCCA NW (1970)
 EU0912
 EU0912                         *CURRENT SURVEY CONTROL
 EU0912  ___________________________________________________________________
 EU0912* NAD 83(1992)-  34 52 46.38132(N)    114 07 54.22857(W)     ADJUSTED  
 EU0912* NAVD 88     -              **(meters)            **(feet)            
 EU0912  ___________________________________________________________________
 EU0912  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 EU0912  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 EU0912  HORZ ORDER  -  THIRD
 EU0912
 EU0912.The horizontal coordinates were established by classical geodetic methods
 EU0912.and adjusted by the National Geodetic Survey in August 1993.
 EU0912
 EU0912
 EU0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0912
 EU0912.The geoid height was determined by GEOID03.
 EU0912
 EU0912;                    North         East     Units Scale Factor Converg.
 EU0912;SPC AZ W     -   430,293.753   178,463.801   MT  0.99994834   -0 13 05.9
 EU0912;SPC AZ W     - 1,411,724.91    585,511.16   iFT  0.99994834   -0 13 05.9
 EU0912;UTM  11      - 3,863,440.062   762,155.517   MT  1.00044712   +1 38 28.2
 EU0912
 EU0912                          SUPERSEDED SURVEY CONTROL
 EU0912
 EU0912  NAD 83(1986)-  34 52 46.37946(N)    114 07 54.23467(W) AD(       ) 4
 EU0912  NAD 27      -  34 52 46.36000(N)    114 07 51.40900(W) AD(       ) 3
 EU0912
 EU0912.Superseded values are not recommended for survey control.
 EU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0912.See file dsdata.txt to determine how the superseded data were derived.
 EU0912
 EU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6215663440(NAD 83)
 EU0912_MARKER: 51 = TANK
 EU0912
 EU0912  HISTORY     - Date     Condition        Report By
 EU0912  HISTORY     - 1961     FIRST OBSERVED   CGS
 EU0912
 EU0912                          STATION DESCRIPTION
 EU0912
 EU0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0912'THE STATION IS LOCATED ABOUT 25 MILE SOUTH OF KINGMAN, ABOUT
 EU0912'1 MILE NORTHEAST OF YUCCA AND ABOUT 1/2 MILE EAST OF U.S.
 EU0912'HIGHWAY 66.
 EU0912'
 EU0912'TO REACH THE STATION FROM THE GUARD GATE AT THE FORD PROVING
 EU0912'GROUNDS, GO EASTERLY ON SURFACED ROAD FOR 0.5 MILE TO THE
 EU0912'STATION ABOUT 200 FEET SOUTHEAST OF THE MAIN BUILDING.
 EU0912'
 EU0912'THE STATION IS A STEEL TANK SET ON A CONCRETE FOUNDATION, IS
 EU0912'PAINTED SILVER AND IS APPROXIMATELY 25 FEET HIGH.
 EU0912'
 EU0912'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0914 ***********************************************************************
 EU0914  DESIGNATION -  YUCCA FORD PROVING GRD CONT TR
 EU0914  PID         -  EU0914
 EU0914  STATE/COUNTY-  AZ/MOHAVE
 EU0914  USGS QUAD   -  YUCCA NW (1970)
 EU0914
 EU0914                         *CURRENT SURVEY CONTROL
 EU0914  ___________________________________________________________________
 EU0914* NAD 83(1992)-  34 52 51.88468(N)    114 07 51.51741(W)     ADJUSTED  
 EU0914* NAVD 88     -              **(meters)            **(feet)            
 EU0914  ___________________________________________________________________
 EU0914  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 EU0914  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 EU0914  HORZ ORDER  -  THIRD
 EU0914
 EU0914.The horizontal coordinates were established by classical geodetic methods
 EU0914.and adjusted by the National Geodetic Survey in August 1993.
 EU0914
 EU0914
 EU0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0914
 EU0914.The geoid height was determined by GEOID03.
 EU0914
 EU0914;                    North         East     Units Scale Factor Converg.
 EU0914;SPC AZ W     -   430,463.073   178,533.292   MT  0.99994828   -0 13 04.3
 EU0914;SPC AZ W     - 1,412,280.42    585,739.15   iFT  0.99994828   -0 13 04.3
 EU0914;UTM  11      - 3,863,611.634   762,219.509   MT  1.00044754   +1 38 30.0
 EU0914
 EU0914                          SUPERSEDED SURVEY CONTROL
 EU0914
 EU0914  NAD 83(1986)-  34 52 51.88422(N)    114 07 51.52273(W) AD(       ) 4
 EU0914  NAD 27      -  34 52 51.86100(N)    114 07 48.69900(W) AD(       ) 3
 EU0914
 EU0914.Superseded values are not recommended for survey control.
 EU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0914.See file dsdata.txt to determine how the superseded data were derived.
 EU0914
 EU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6222063612(NAD 83)
 EU0914_MARKER: 58 = CONTROL TOWER
 EU0914
 EU0914  HISTORY     - Date     Condition        Report By
 EU0914  HISTORY     - 1961     FIRST OBSERVED   CGS
 EU0914
 EU0914                          STATION DESCRIPTION
 EU0914
 EU0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0914'THE STATION IS LOCATED ABOUT 25 MILES SOUTH OF KINGMAN, 1 MILE
 EU0914'NORTHEAST OF YUCCA AND ABOUT 1/2 MILE EAST OF U.S. HIGHWAY 66.
 EU0914'
 EU0914'TO REACH THE STATION FROM THE GUARD GATE AT THE FORD PROVING
 EU0914'GROUNDS, GO EASTERLY ON SURFACED ROAD FOR 0.5 MILE TO THE
 EU0914'STATION ABOUT 60 YARDS NORTHEAST OF THE MAIN BUILDING.
 EU0914'
 EU0914'THE STATION IS A STEEL TOWER WITH A CABIN ON TOP AND IS
 EU0914'APPROXIMATELY 45 FEET HIGH.
 EU0914'
 EU0914'THE POINT INTERSECTED WAS THE TOP AND CENTER OF CABIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0908 ***********************************************************************
 EU0908  DESIGNATION -  YUCCA RAILROAD WATER TANK
 EU0908  PID         -  EU0908
 EU0908  STATE/COUNTY-  AZ/MOHAVE
 EU0908  USGS QUAD   -  YUCCA (1970)
 EU0908
 EU0908                         *CURRENT SURVEY CONTROL
 EU0908  ___________________________________________________________________
 EU0908* NAD 83(1992)-  34 52 28.95965(N)    114 09 14.92192(W)     ADJUSTED  
 EU0908* NAVD 88     -              **(meters)            **(feet)            
 EU0908  ___________________________________________________________________
 EU0908  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 EU0908  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EU0908  HORZ ORDER  -  THIRD
 EU0908
 EU0908.The horizontal coordinates were established by classical geodetic methods
 EU0908.and adjusted by the National Geodetic Survey in August 1993.
 EU0908
 EU0908
 EU0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0908
 EU0908.The geoid height was determined by GEOID03.
 EU0908
 EU0908;                    North         East     Units Scale Factor Converg.
 EU0908;SPC AZ W     -   429,764.950   176,412.554   MT  0.99995015   -0 13 51.9
 EU0908;SPC AZ W     - 1,409,989.99    578,781.35   iFT  0.99995015   -0 13 51.9
 EU0908;UTM  11      - 3,862,844.691   760,121.509   MT  1.00043403   +1 37 41.3
 EU0908
 EU0908                          SUPERSEDED SURVEY CONTROL
 EU0908
 EU0908  NAD 83(1986)-  34 52 28.95874(N)    114 09 14.92757(W) AD(       ) 4
 EU0908  NAD 27      -  34 52 28.93700(N)    114 09 12.09500(W) AD(       ) 3
 EU0908
 EU0908.Superseded values are not recommended for survey control.
 EU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0908.See file dsdata.txt to determine how the superseded data were derived.
 EU0908
 EU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU6012262845(NAD 83)
 EU0908_MARKER: 53 = ELEVATED TANK
 EU0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EU0908+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 EU0908
 EU0908  HISTORY     - Date     Condition        Report By
 EU0908  HISTORY     - 1945     FIRST OBSERVED   CGS
 EU0908  HISTORY     - 1961     GOOD             CGS
 EU0908  HISTORY     - 20060422 GOOD             NGS
 EU0908
 EU0908                          STATION DESCRIPTION
 EU0908
 EU0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EHB)
 EU0908'LOCATED IN YUCCA, 210 FEET N OF THE ATCHISON, TOPEKA AND
 EU0908'SANTA FE RAILWAY DEPOT, AND 70 FEET E OF THE MAIN TRACK.
 EU0908'IT IS A ROUND STEEL TANK SET ON FOUR STEEL STRUCTURES 40
 EU0908'FEET HIGH.  TANK IS ROUNDED AT EACH END.
 EU0908
 EU0908                          STATION RECOVERY (1961)
 EU0908
 EU0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 EU0908'THE ORIGINAL DESCRIPTION BY E.H. BERNSTEIN IN 1945 IS ADEQUATE.
 EU0908
 EU0908                          STATION RECOVERY (2006)
 EU0908
 EU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 EU0908'RR IS NOW BURLINGTON NORTHERN - SANTA FE.  YUCCA DEPOT IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS1025 ***********************************************************************
 FS1025  DESIGNATION -  YUCCA SPRING
 FS1025  PID         -  FS1025
 FS1025  STATE/COUNTY-  AZ/MOHAVE
 FS1025  USGS QUAD   -  WHITE HILLS EAST (1989)
 FS1025
 FS1025                         *CURRENT SURVEY CONTROL
 FS1025  ___________________________________________________________________
 FS1025* NAD 83(1992)-  35 42 23.07095(N)    114 15 48.51002(W)     ADJUSTED  
 FS1025* NAVD 88     -      1578.9    (meters)    5180.     (feet)  VERTCON   
 FS1025  ___________________________________________________________________
 FS1025  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FS1025  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FS1025  HORZ ORDER  -  SECOND
 FS1025
 FS1025.The horizontal coordinates were established by classical geodetic methods
 FS1025.and adjusted by the National Geodetic Survey in August 1993.
 FS1025
 FS1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1025
 FS1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1025
 FS1025.The geoid height was determined by GEOID03.
 FS1025
 FS1025;                    North         East     Units Scale Factor Converg.
 FS1025;SPC AZ W     -   522,079.254   166,895.106   MT  0.99995993   -0 17 58.9
 FS1025;SPC AZ W     - 1,712,858.44    547,556.12   iFT  0.99995993   -0 17 58.9
 FS1025;UTM  11      - 3,954,837.830   747,577.668   MT  1.00035538   +1 35 52.6
 FS1025
 FS1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1025!SPC AZ W     -   0.99975660  x   0.99995993  =   0.99971654
 FS1025!UTM  11      -   0.99975660  x   1.00035538  =   1.00011190
 FS1025
 FS1025|---------------------------------------------------------------------|
 FS1025| PID    Reference Object                     Distance      Geod. Az  |
 FS1025|                                                           dddmmss.s |
 FS1025| CC5900 YUCCA SPRING RM 1                     9.098 METERS 04212     |
 FS1025| CC5901 YUCCA SPRING RM 2                     7.523 METERS 13831     |
 FS1025| CC5899 YUCCA SPRING AZ MK                                 2304404.2 |
 FS1025| FS1028 SENATOR MOUNTAIN CAIRN              APPROX.15.2 KM 3411348.8 |
 FS1025|---------------------------------------------------------------------|
 FS1025
 FS1025                          SUPERSEDED SURVEY CONTROL
 FS1025
 FS1025  NAD 83(1986)-  35 42 23.06314(N)    114 15 48.50623(W) AD(       ) 2
 FS1025  NAD 27      -  35 42 23.09800(N)    114 15 45.64800(W) AD(       ) 2
 FS1025  NGVD 29 (07/19/86) 1578.1    (m)         5177.     (f) VERT ANG    3  
 FS1025
 FS1025.Superseded values are not recommended for survey control.
 FS1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1025.See file dsdata.txt to determine how the superseded data were derived.
 FS1025
 FS1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4757854838(NAD 83)
 FS1025_MARKER: DS = TRIANGULATION STATION DISK
 FS1025_SETTING: 80 = SET IN A BOULDER
 FS1025_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1025
 FS1025  HISTORY     - Date     Condition        Report By
 FS1025  HISTORY     - 1950     MONUMENTED       CGS
 FS1025  HISTORY     - 1968     GOOD             AZHD
 FS1025
 FS1025                          STATION DESCRIPTION
 FS1025
 FS1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 FS1025'THE STATION IS ON THE SUMMIT AND NORTH END OF A LONG FLAT-TOPPED,
 FS1025'SLOPING, NORTH-SOUTH RIDGE WHICH IS COVERED WITH SCATTERED MALPAIS
 FS1025'BOULDERS AND A HEAVY GROUTH OF JOSHUA TREES.  IT IS ABOUT 20
 FS1025'MILES, AIRLINE, NORTH BY WEST OF CHLORIDE AND 10 MILES EAST
 FS1025'OF U.S. HIGHWAY 93-466.  THERE IS CONSIDERABLE RIM ROCK AROUND
 FS1025'THE NORTHERN SLOPES OF THE RIDGE.
 FS1025'
 FS1025'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1025'IN THE TOP OF AN IRREGULAR-SHAPED BOULDER WHICH PROJECTS ABOUT
 FS1025'1-1/2 INCHES ABOVE THE SURFACE OF THE GROUND, IS STAMPED
 FS1025'YUCCA SPRING 1950.  IT IS ABOUT 50 FEET SOUTH OF THE NORTH
 FS1025'RIM OF THE RIDGE.
 FS1025'
 FS1025'REFERENCE MARK NO. 1, ASTANDARD DISK CEMENTED IN A DRILL HOLE
 FS1025'IN THE TOP OF AN IRREGULAR-SHAPED BOULDER, 1-1/2 FOOT BY 2
 FS1025'FOOT, PROJECTING 18 INCHES ABOVE THE GROUND, IS STAMPED YUCCA
 FS1025'SPRING NO 1 1950.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION
 FS1025'THAN THE STATION MARK.
 FS1025'
 FS1025'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1025'IN THE TOP OF AN IRREGULAR SHAPED BOULDER 2 FEET IN DIAMETER,
 FS1025'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND,
 FS1025'IS STAMPED YUCCA SPRING NO 2 1950.  IT IS APPROXIMATELY THE
 FS1025'SAME ELEVATION AS THE STATION MARK.
 FS1025'
 FS1025'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 FS1025'IN THE TOP OF A BOULDER, 1-1/2 FEET IN DIAMETER, PROJECTING
 FS1025'3 INCHES ABOVE THE SURFACE OF THE GROUND, IS STAMPED YUCCA
 FS1025'SPRING 1950.  IT IS ON THE FIRST RISE SOUTHWEST OF THE STATION
 FS1025'AND ABOUT 100 YARDS SOUTH OF THE NORTH RIM OF THE RIDGE.
 FS1025'
 FS1025'TO REACH THE STATION FROM THE DEPOT IN KINGMAN GO NORTHWEST
 FS1025'ON U.S. HIGHWAY 93-466 30.0 MILES TO ITS JUNCTION WITH ROAD
 FS1025'RIGHT TO PIERCES FERRY.  TURN RIGHT ON GRADED DIRT ROAD AND
 FS1025'GO EAST 6.1 MILES TO RANCH HOUSE ON THE LEFT.  CONTINUE FOR
 FS1025'3.5 MILES TO A SIDE TRACK ROAD LEFT.  TAKE THE TRACK ROAD LEFT,
 FS1025'NORTHEAST, FOR 1.4 MILES TO AN EARTHEN DAM FORMING A STOCK
 FS1025'WATER TANK.  PASS AROUND THE WEST AND NORTH SIDE TO THE
 FS1025'NORTHEAST SIDE WHERE A TRACK ROAD LEADS OFF TO THE EAST.  GO
 FS1025'EAST ON THE TRACK ROAD FOR 1.35 MILES TO A METAL TANK AND
 FS1025'STOCK WATER TROUGH.  TAKE THE LEFT FORK NORTHERLY 0.5
 FS1025'MILE TO A Y-FORK (HERE THE STATION BEARS 340 DEG TRUE).
 FS1025'TAKE THE RIGHT FORK FOR 1.45 MILES TO A WIRE FENCE AND THE
 FS1025'END OF TRUCK TRAVEL.  FROM HERE GO NORTH UP SLOPE TO RIDGE
 FS1025'OF MESA 1 MILE.  THENCE 1-1/2 MILES ALONG THE TOP KEEPING
 FS1025'OUT OF THE DRAWS.  THENCE BEAR RIGHT TO THE HIGHEST POINT
 FS1025'1 MILE TO THE STATION.  A 2-1/2 HOUR PACK.
 FS1025
 FS1025                          STATION RECOVERY (1968)
 FS1025
 FS1025'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1968 (EHT)
 FS1025'GENERAL LOCATION THE STATION, REFERENCE MARKS AND AZIMUTH MARK
 FS1025'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1364 ***********************************************************************
 DV1364  DESIGNATION -  YUCOPIA
 DV1364  PID         -  DV1364
 DV1364  STATE/COUNTY-  AZ/LA PAZ
 DV1364  USGS QUAD   -  WELDON HILL (1990)
 DV1364
 DV1364                         *CURRENT SURVEY CONTROL
 DV1364  ___________________________________________________________________
 DV1364* NAD 83(1992)-  33 37 34.68713(N)    113 20 02.90038(W)     ADJUSTED  
 DV1364* NAVD 88     -       452.910  (meters)    1485.92   (feet)  ADJUSTED  
 DV1364  ___________________________________________________________________
 DV1364  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DV1364  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1364  DYNAMIC HT  -         452.376 (meters)    1484.17  (feet)  COMP
 DV1364  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 DV1364
 DV1364  HORZ ORDER  -  SECOND
 DV1364  VERT ORDER  -  FIRST     CLASS II
 DV1364
 DV1364.The horizontal coordinates were established by classical geodetic methods
 DV1364.and adjusted by the National Geodetic Survey in August 1993.
 DV1364
 DV1364.The orthometric height was determined by differential leveling
 DV1364.and adjusted in June 1991.
 DV1364
 DV1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1364
 DV1364.The geoid height was determined by GEOID03.
 DV1364
 DV1364.The dynamic height is computed by dividing the NAVD 88
 DV1364.geopotential number by the normal gravity value computed on the
 DV1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1364.degrees latitude (g = 980.6199 gals.).
 DV1364
 DV1364.The modeled gravity was interpolated from observed gravity values.
 DV1364
 DV1364;                    North         East     Units Scale Factor Converg.
 DV1364;SPC AZ W     -   291,295.029   251,944.209   MT  0.99995168   +0 13 49.1
 DV1364;SPC AZ W     -   955,692.35    826,588.61   iFT  0.99995168   +0 13 49.1
 DV1364;SPC AZ C     -   292,108.779    81,844.391   MT  1.00011317   -0 47 06.3
 DV1364;SPC AZ C     -   958,362.14    268,518.34   iFT  1.00011317   -0 47 06.3
 DV1364;UTM  12      - 3,723,165.433   283,484.668   MT  1.00017797   -1 17 35.1
 DV1364
 DV1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1364!SPC AZ W     -   0.99993376  x   0.99995168  =   0.99988545
 DV1364!SPC AZ C     -   0.99993376  x   1.00011317  =   1.00004693
 DV1364!UTM  12      -   0.99993376  x   1.00017797  =   1.00011172
 DV1364
 DV1364|---------------------------------------------------------------------|
 DV1364| PID    Reference Object                     Distance      Geod. Az  |
 DV1364|                                                           dddmmss.s |
 DV1364| DV1365 YUCOPIA RM 1                         19.818 METERS 03846     |
 DV1364| DV0973 Y 12                                 59.274 METERS 14323     |
 DV1364| DV1366 YUCOPIA AZ MK                                      2982646.0 |
 DV1364|---------------------------------------------------------------------|
 DV1364
 DV1364                          SUPERSEDED SURVEY CONTROL
 DV1364
 DV1364  NAD 83(1986)-  33 37 34.68023(N)    113 20 02.90793(W) AD(       ) 2
 DV1364  NAD 27      -  33 37 34.55600(N)    113 20 00.20200(W) AD(       ) 2
 DV1364  NGVD 29 (07/19/86)  452.2    (m)         1484.     (f) VERT ANG    3  
 DV1364
 DV1364.Superseded values are not recommended for survey control.
 DV1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1364.See file dsdata.txt to determine how the superseded data were derived.
 DV1364
 DV1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8348523165(NAD 83)
 DV1364_MARKER: DS = TRIANGULATION STATION DISK
 DV1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1364_SP_SET: CONCRETE POST
 DV1364_STAMPING: YUCOPIA 1948
 DV1364_MARK LOGO: CGS   
 DV1364_PROJECTION: PROJECTING 15 CENTIMETERS
 DV1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1364+STABILITY: SURFACE MOTION
 DV1364
 DV1364  HISTORY     - Date     Condition        Report By
 DV1364  HISTORY     - 1948     MONUMENTED       CGS
 DV1364  HISTORY     - 1981     GOOD             NGS
 DV1364  HISTORY     - 1981     GOOD             NGS
 DV1364  HISTORY     - 20060519 GOOD             GEOCAC
 DV1364
 DV1364                          STATION DESCRIPTION
 DV1364
 DV1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DV1364'THE STATION IS LOCATED 19.6 MILES BY ROAD SOUTHEAST OF SALOME,
 DV1364'ALONG THE ROAD FROM SALOME TO HASSAYAMPA, IN OPEN COUNTRY ON
 DV1364'THE VALLEY FLOOR NEAR THE BOUNDARY MONUMENT OF YUMA-MARICOPA
 DV1364'COUNTIES, 73 PACES NORTH OF THE MARICOPA COUNTY LINE SIGN BOARD.
 DV1364'36 PACES NORTHEAST OF AND APPROXIMATELY 2 FEET HIGHER THAN
 DV1364'THE CENTER LINE OF ROAD.  6 FEET EAST OF A 4 X 4 WITNESS POST,
 DV1364'PROJECTS 3 INCHES AND IS STAMPED, YUCOPIA 1948.
 DV1364'
 DV1364'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 DV1364'THE STATION, ON THE OPEN FLAT, PROJECTS 5 INCHES AND IS STAMPED,
 DV1364'YUCOPIA NO 1 1948.
 DV1364'
 DV1364'REFERENCE MARK NO. 2, A U.S.C. AND G. SURVEY BENCH MARK,
 DV1364'IS LOCATED ON THE TOP OF THE YUMA-MARICOPA COUNTY BOUNDARY
 DV1364'MONUMENT, 39 FEET NORTHEAST OF AND ABOUT 2 FEET HIGHER THAN
 DV1364'THE CENTER LINE OF ROAD, PROJECTS APPROXIMATELY 2 FEET AND
 DV1364'IS STAMPED, 1483.212 Y 12 1927.
 DV1364'
 DV1364'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD FROM SALOME TO
 DV1364'HASSAYAMPA AT THE INTERSECTION OF A DIM TRACK ROAD FROM
 DV1364'THE SOUTHWEST, 40 FEET SOUTHWEST OF AND APPROXIMATELY THE
 DV1364'SAME ELEVATION AS THE CENTER LINE OF ROAD, 35 FEET NORTHWEST
 DV1364'OF THE CENTER LINE OF THE TRACK ROAD, 2 FEET SOUTHWEST OF A
 DV1364'4 X 4 WITNESS POST, PROJECTS 6 INCHES AND IS STAMPED, YUCOPIA
 DV1364'1948.
 DV1364'
 DV1364'TO REACH FROM THE SHELL SERVICE STATION AT THE EAST END OF
 DV1364'SALOME.  GO SOUTHEAST TOWARD HASSAYAMPA FOR 0.3 MILE TO
 DV1364'A CATTLE GUARD AND FORK.  TAKE THE LEFT FORK, THE MAIN TRAVELED
 DV1364'ROAD AND GO 18.95 MILES TO THE AZIMUTH MARK ON THE RIGHT (W)
 DV1364'SIDE OF ROAD AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD FOR 0.4
 DV1364'MILE TO THE YUMA-MARICOPA COUNTY LINE AND STATION ON THE
 DV1364'LEFT (E) SIDE OF ROAD AS DESCRIBED ABOVE.  A DRIVE STATION.
 DV1364
 DV1364                          STATION RECOVERY (1981)
 DV1364
 DV1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1364'41.4 KM (25.75 MI) NW FROM TONOPAH.
 DV1364'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1364'AT TONOPAH, THENCE 30.4 KM (18.9 MI) NORTHWEST ALONG SALOME ROAD,
 DV1364'32 KM (19.9 MI) SOUTHEAST OF THE JUNCTION OF US HIGHWAY 60 AT SALOME,
 DV1364'AT THE MARICOPA-YUMA COUNTY LINE, 32.3 METERS NORTHEAST OF THE CENTER
 DV1364'LINE OF THE ROAD, 59.4 METERS (194.8 FT) NORTH-NORTHEAST OF BENCH MARK
 DV1364'Y 12, 19.8 METERS (65 FT) SOUTHWEST OF YUCOPIA RM 1.
 DV1364'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DV1364'THE MARK IS 1 M ABOVE THE ROAD.
 DV1364
 DV1364                          STATION RECOVERY (1981)
 DV1364
 DV1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DV1364'ALL MARKS RECOVERED AS DESCRIBED.
 DV1364
 DV1364                          STATION RECOVERY (2006)
 DV1364
 DV1364'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1364'RECOVERED AS DESCRIBED, EXCEPT THE WITNESS POST SIGN WAS NO LONGER
 DV1364'ATTACHED TO THE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1366 ***********************************************************************
 DV1366  DESIGNATION -  YUCOPIA AZ MK
 DV1366  PID         -  DV1366
 DV1366  STATE/COUNTY-  AZ/LA PAZ
 DV1366  USGS QUAD   -  WELDON HILL (1990)
 DV1366
 DV1366                         *CURRENT SURVEY CONTROL
 DV1366  ___________________________________________________________________
 DV1366* NAD 83(1986)-  33 37 44.5    (N)    113 20 24.7    (W)     HD_HELD2  
 DV1366* NAVD 88     -       453.559  (meters)    1488.05   (feet)  ADJUSTED  
 DV1366  ___________________________________________________________________
 DV1366  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DV1366  DYNAMIC HT  -         453.024 (meters)    1486.30  (feet)  COMP
 DV1366  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 DV1366
 DV1366  VERT ORDER  -  FIRST     CLASS II
 DV1366
 DV1366.The horizontal coordinates were established by autonomous hand held GPS
 DV1366.observations and have an estimated accuracy of +/- 10 meters.
 DV1366
 DV1366.The orthometric height was determined by differential leveling
 DV1366.and adjusted in June 1991.
 DV1366
 DV1366.The geoid height was determined by GEOID03.
 DV1366
 DV1366.The dynamic height is computed by dividing the NAVD 88
 DV1366.geopotential number by the normal gravity value computed on the
 DV1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1366.degrees latitude (g = 980.6199 gals.).
 DV1366
 DV1366.The modeled gravity was interpolated from observed gravity values.
 DV1366
 DV1366;                    North         East    Units  Estimated Accuracy
 DV1366;SPC AZ W     -   291,595.      251,381.      MT  (+/- 10 meters HH2 GPS)
 DV1366
 DV1366                          SUPERSEDED SURVEY CONTROL
 DV1366
 DV1366.No superseded survey control is available for this station.
 DV1366
 DV1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8293023480(NAD 83)
 DV1366_MARKER: DZ = AZIMUTH MARK DISK
 DV1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1366_SP_SET: CONCRETE POST
 DV1366_STAMPING: YUCOPIA 1948
 DV1366_MARK LOGO: CGS   
 DV1366_PROJECTION: PROJECTING 26 CENTIMETERS
 DV1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1366+STABILITY: SURFACE MOTION
 DV1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1366+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2008
 DV1366
 DV1366  HISTORY     - Date     Condition        Report By
 DV1366  HISTORY     - 1948     MONUMENTED       CGS
 DV1366  HISTORY     - 1981     GOOD             NGS
 DV1366  HISTORY     - 20080328 GOOD             GEOCAC
 DV1366
 DV1366                          STATION DESCRIPTION
 DV1366
 DV1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1366'31.4 KM (19.5 MI) SE FROM SALOME.
 DV1366'31.4 KM (19.5 MI) SOUTHEAST ALONG SALOME ROAD FROM THE JUNCTION OF US
 DV1366'HIGHWAY 60 AT SALOME, 0.6 KM (0.4 MI) NORTHWEST OF THE YUMA-MARICOPA
 DV1366'COUNTY LINE, 1.35 KM (0.85 MI) SOUTHEAST OF BENCH MARK T 413, 12.2
 DV1366'METERS (40 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.5 METER
 DV1366'(1.7 FT) SOUTHWEST OF A WOODEN WITNESS POST.
 DV1366'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DV1366'THE MARK IS 0.6 M ABOVE THE ROAD.
 DV1366
 DV1366                          STATION RECOVERY (2008)
 DV1366
 DV1366'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DV1366'33 37 44.5 N, 113 20 24.7 W HH2
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1365 ***********************************************************************
 DV1365  DESIGNATION -  YUCOPIA RM 1
 DV1365  PID         -  DV1365
 DV1365  STATE/COUNTY-  AZ/LA PAZ
 DV1365  USGS QUAD   -  WELDON HILL (1990)
 DV1365
 DV1365                         *CURRENT SURVEY CONTROL
 DV1365  ___________________________________________________________________
 DV1365* NAD 83(1986)-  33 37 34.     (N)    113 20 04.     (W)     SCALED    
 DV1365* NAVD 88     -       453.015  (meters)    1486.27   (feet)  ADJUSTED  
 DV1365  ___________________________________________________________________
 DV1365  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DV1365  DYNAMIC HT  -         452.481 (meters)    1484.51  (feet)  COMP
 DV1365  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 DV1365
 DV1365  VERT ORDER  -  FIRST     CLASS II
 DV1365
 DV1365.The horizontal coordinates were scaled from a topographic map and have
 DV1365.an estimated accuracy of +/- 6 seconds.
 DV1365
 DV1365.The orthometric height was determined by differential leveling
 DV1365.and adjusted in June 1991.
 DV1365
 DV1365.The geoid height was determined by GEOID03.
 DV1365
 DV1365.The dynamic height is computed by dividing the NAVD 88
 DV1365.geopotential number by the normal gravity value computed on the
 DV1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1365.degrees latitude (g = 980.6199 gals.).
 DV1365
 DV1365.The modeled gravity was interpolated from observed gravity values.
 DV1365
 DV1365;                    North         East    Units  Estimated Accuracy
 DV1365;SPC AZ W     -   291,270.      251,920.      MT  (+/- 180 meters Scaled)
 DV1365
 DV1365                          SUPERSEDED SURVEY CONTROL
 DV1365
 DV1365.No superseded survey control is available for this station.
 DV1365
 DV1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC834231(NAD 83)
 DV1365_MARKER: DR = REFERENCE MARK DISK
 DV1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1365_SP_SET: CONCRETE POST
 DV1365_STAMPING: YUCOPIA NO 1 1948
 DV1365_MARK LOGO: CGS   
 DV1365_PROJECTION: PROJECTING 15 CENTIMETERS
 DV1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1365+STABILITY: SURFACE MOTION
 DV1365
 DV1365  HISTORY     - Date     Condition        Report By
 DV1365  HISTORY     - 1948     MONUMENTED       CGS
 DV1365  HISTORY     - 1981     GOOD             NGS
 DV1365  HISTORY     - 20060519 GOOD             GEOCAC
 DV1365
 DV1365                          STATION DESCRIPTION
 DV1365
 DV1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1365'41.4 KM (25.75 MI) NW FROM TONOPAH.
 DV1365'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1365'AT TONOPAH, THENCE 30.4 KM (18.9 MI) NORTHWEST ALONG SALOME ROAD,
 DV1365'52.1 METERS (171 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 68.8
 DV1365'METERS (225.5 FT) NORTH OF BENCH MARK Y 12, 19.8 METERS (65 FT)
 DV1365'NORTHEAST OF STATION YUCOPIA.
 DV1365'THE MARK IS 19.8 METERS  NE FROM A WITNESS POST.
 DV1365'THE MARK IS 1 M ABOVE THE ROAD.
 DV1365
 DV1365                          STATION RECOVERY (2006)
 DV1365
 DV1365'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DV1365'RECOVERED AS DESCRIBED, EXCEPT THE WITNESS POST SIGN WAS NO LONGER
 DV1365'ATTACHED TO THE POST. HANDHELD COORDINATES ARE
 DV1365'33 37 35.28 (N)   113 20 02.58 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6848 ***********************************************************************
 AC6848  PACS        -  This is a Primary Airport Control Station.
 AC6848  DESIGNATION -  YUM A
 AC6848  PID         -  AC6848
 AC6848  STATE/COUNTY-  AZ/YUMA
 AC6848  USGS QUAD   -  YUMA EAST (1994)
 AC6848
 AC6848                         *CURRENT SURVEY CONTROL
 AC6848  ___________________________________________________________________
 AC6848* NAD 83(2007)-  32 39 30.02065(N)    114 36 10.23560(W)     ADJUSTED  
 AC6848* NAVD 88     -        57.41   (meters)     188.4    (feet)  GPS OBS   
 AC6848  ___________________________________________________________________
 AC6848  EPOCH DATE  -        2007.00
 AC6848  X           -  -2,237,766.930 (meters)                     COMP
 AC6848  Y           -  -4,887,066.147 (meters)                     COMP
 AC6848  Z           -   3,422,132.153 (meters)                     COMP
 AC6848  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AC6848  ELLIP HEIGHT-          23.449 (meters)          (02/10/07) ADJUSTED
 AC6848  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AC6848
 AC6848  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6848  Type    PID    Designation                      North   East  Ellip
 AC6848  -------------------------------------------------------------------
 AC6848  NETWORK AC6848 YUM A                             0.63   0.61   1.25
 AC6848  -------------------------------------------------------------------
 AC6848
 AC6848.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 AC6848
 AC6848.The horizontal coordinates were established by GPS observations
 AC6848.and adjusted by the National Geodetic Survey in February 2007.
 AC6848
 AC6848.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6848.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6848.The horizontal coordinates are valid at the epoch date displayed above.
 AC6848.The epoch date for horizontal control is a decimal equivalence
 AC6848.of Year/Month/Day.
 AC6848
 AC6848.The orthometric height was determined by GPS observations and a
 AC6848.high-resolution geoid model.
 AC6848
 AC6848.GPS derived orthometric heights for airport stations designated as
 AC6848.PACS or SACS are published to 2 decimal places.  This maintains
 AC6848.centimeter relative accuracy between the PACS and SACS.  It does
 AC6848.not indicate centimeter accuracy relative to other marks which are
 AC6848.part of the NAVD 88 network.
 AC6848
 AC6848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6848
 AC6848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6848
 AC6848.The ellipsoidal height was determined by GPS observations
 AC6848.and is referenced to NAD 83.
 AC6848
 AC6848.The geoid height was determined by GEOID03.
 AC6848
 AC6848;                    North         East     Units Scale Factor Converg.
 AC6848;SPC AZ W     -   184,192.095   133,357.385   MT  1.00001223   -0 27 36.9
 AC6848;SPC AZ W     -   604,304.77    437,524.23   iFT  1.00001223   -0 27 36.9
 AC6848;UTM  11      - 3,615,950.205   724,819.093   MT  1.00022329   +1 17 38.8
 AC6848
 AC6848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6848!SPC AZ W     -   0.99999632  x   1.00001223  =   1.00000855
 AC6848!UTM  11      -   0.99999632  x   1.00022329  =   1.00021961
 AC6848
 AC6848                          SUPERSEDED SURVEY CONTROL
 AC6848
 AC6848  ELLIP H (01/12/01)   23.485  (m)                       GP(       ) 4 1
 AC6848  NAD 83(1992)-  32 39 30.01935(N)    114 36 10.23428(W) AD(       ) B
 AC6848  ELLIP H (03/14/97)   23.568  (m)                       GP(       ) 3 1
 AC6848
 AC6848.Superseded values are not recommended for survey control.
 AC6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6848.See file dsdata.txt to determine how the superseded data were derived.
 AC6848
 AC6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2481915950(NAD 83)
 AC6848_MARKER: I = METAL ROD
 AC6848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6848_STAMPING: YUM A 1996
 AC6848_MARK LOGO: NGS   
 AC6848_PROJECTION: FLUSH
 AC6848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6848+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AC6848_ROD/PIPE-DEPTH: 30.5 meters
 AC6848
 AC6848  HISTORY     - Date     Condition        Report By
 AC6848  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6848  HISTORY     - 19970425 GOOD             NGS
 AC6848
 AC6848                          STATION DESCRIPTION
 AC6848
 AC6848'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6848'THE STATION IS LOCATED IN THE CITY OF YUMA AT THE YUMA INTERNATIONAL
 AC6848'AIRPORT / YUMA MARINE CORPS AIR STATION.  OWNERSHIP -- YUMA COUNTY,
 AC6848'DAREN A.  GRIFFIN - AIRPORT OPERATIONS, PHONE (520) 726-5882 / UNITED
 AC6848'STATES NAVY, STAFF SGT POSEY - MARINE BASE OPERATIONS, PHONE (520)
 AC6848'341-2077.  NOTE - CONTACT THE MARINE BASE OPERATIONS 3 DAYS IN ADVANCE
 AC6848'OF SURVEYS TO ARRANGE FOR ACCESS TO REACH THE STATION FROM THE
 AC6848'JUNCTION OF INTERSTATE 8 AND AVENUE 3E IN YUMA (EXIT 3 ON INTERSTATE
 AC6848'8) , PROCEED SOUTH ON AVENUE 3E FOR 3.5 KM (2.15 MI) TO THE MAIN GATE
 AC6848'OF THE YUMA MARINE CORPS AIR STATION ON THE RIGHT.  TURN RIGHT AND
 AC6848'PASS THROUGH MAIN GATE BEARING RIGHT AND GO WEST FOR 1.2 KM (0.75 MI)
 AC6848'TO A T-JUNCTION.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) TO THE
 AC6848'CONTROL TOWER AND BASE OPERATIONS BUILDING ON THE LEFT AND ACCESS GATE
 AC6848'WEST OF THE CONTROL TOWER.  PASS THROUGH ACCESS GATE AND PROCEED
 AC6848'NORTHWEST ACROSS APRON AND ALONG TAXIWAY D FOR 0.5 KM (0.30 MI)
 AC6848'CROSSING RUNWAY 3R-21L TO THE MIDPOINT BETWEEN RUNWAY 3R-21L AND
 AC6848'RUNWAY 3L-21R.  TURN LEFT AND GO SOUTHWEST ON HARD SAND BETWEEN THE
 AC6848'TWO RUNWAYS FOR 0.5 KM (0.30 MI) TO THE STATION EAST OF RUNWAY 17-35
 AC6848'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AC6848'REFUSAL AT A DEPTH OF 30.5 M (100.1 FT) RECESSED 10 CM BELOW GROUND
 AC6848'LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG
 AC6848'ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AC6848'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC6848'THE STATION IS LOCATED 40.40 M (132.55 FT) NORTH-NORTHEAST OF THE
 AC6848'NORTHEAST CORNER OF THE EASTERLY OF TWO STEEL GRATES, 92.60 M (303.81
 AC6848'FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3L-21R, 68.00 M (223.10
 AC6848'FT) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 3R-21L, 75.50 M (247.70
 AC6848'FT) EAST OF THE EAST EDGE OF RUNWAY 17-35, 86.20 M (282.81 FT)
 AC6848'SOUTHEAST OF THE RUNWAY DISTANCE REMAINING SIGN (2000) ON THE
 AC6848'SOUTHEAST EDGE OF RUNWAY 3L-21R, AND 0.9 M (3.0 FT) SOUTHEAST OF A
 AC6848'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AC6848'CONTROL STATION (PACS) - ARIZONA ANA SURVEYS 1996
 AC6848
 AC6848                          STATION RECOVERY (1997)
 AC6848
 AC6848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6848'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  CONTACT ON THE
 AC6848'MARINE BASE IS THE OFFICER IN CHARGE OF BASE OPERATIONS, MAJOR KNOY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6849 ***********************************************************************
 AC6849  SACS        -  This is a Secondary Airport Control Station.
 AC6849  DESIGNATION -  YUM B
 AC6849  PID         -  AC6849
 AC6849  STATE/COUNTY-  AZ/YUMA
 AC6849  USGS QUAD   -  YUMA EAST (1994)
 AC6849
 AC6849                         *CURRENT SURVEY CONTROL
 AC6849  ___________________________________________________________________
 AC6849* NAD 83(2007)-  32 38 57.84068(N)    114 36 47.94387(W)     ADJUSTED  
 AC6849* NAVD 88     -        57.14   (meters)     187.5    (feet)  GPS OBS   
 AC6849  ___________________________________________________________________
 AC6849  EPOCH DATE  -        2007.00
 AC6849  X           -  -2,238,882.989 (meters)                     COMP
 AC6849  Y           -  -4,887,143.020 (meters)                     COMP
 AC6849  Z           -   3,421,297.366 (meters)                     COMP
 AC6849  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AC6849  ELLIP HEIGHT-          23.157 (meters)          (02/10/07) ADJUSTED
 AC6849  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AC6849
 AC6849  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6849  Type    PID    Designation                      North   East  Ellip
 AC6849  -------------------------------------------------------------------
 AC6849  NETWORK AC6849 YUM B                             0.67   0.65   1.29
 AC6849  -------------------------------------------------------------------
 AC6849
 AC6849.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 AC6849
 AC6849.The horizontal coordinates were established by GPS observations
 AC6849.and adjusted by the National Geodetic Survey in February 2007.
 AC6849
 AC6849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6849.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6849.The horizontal coordinates are valid at the epoch date displayed above.
 AC6849.The epoch date for horizontal control is a decimal equivalence
 AC6849.of Year/Month/Day.
 AC6849
 AC6849.The orthometric height was determined by GPS observations and a
 AC6849.high-resolution geoid model.
 AC6849
 AC6849.GPS derived orthometric heights for airport stations designated as
 AC6849.PACS or SACS are published to 2 decimal places.  This maintains
 AC6849.centimeter relative accuracy between the PACS and SACS.  It does
 AC6849.not indicate centimeter accuracy relative to other marks which are
 AC6849.part of the NAVD 88 network.
 AC6849
 AC6849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6849
 AC6849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6849
 AC6849.The ellipsoidal height was determined by GPS observations
 AC6849.and is referenced to NAD 83.
 AC6849
 AC6849.The geoid height was determined by GEOID03.
 AC6849
 AC6849;                    North         East     Units Scale Factor Converg.
 AC6849;SPC AZ W     -   183,208.749   132,366.712   MT  1.00001419   -0 27 56.8
 AC6849;SPC AZ W     -   601,078.57    434,273.99   iFT  1.00001419   -0 27 56.8
 AC6849;UTM  11      - 3,614,936.784   723,858.786   MT  1.00021798   +1 17 17.3
 AC6849
 AC6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6849!SPC AZ W     -   0.99999636  x   1.00001419  =   1.00001055
 AC6849!UTM  11      -   0.99999636  x   1.00021798  =   1.00021434
 AC6849
 AC6849                          SUPERSEDED SURVEY CONTROL
 AC6849
 AC6849  ELLIP H (01/12/01)   23.193  (m)                       GP(       ) 4 1
 AC6849  NAD 83(1992)-  32 38 57.83930(N)    114 36 47.94249(W) AD(       ) 1
 AC6849  ELLIP H (03/14/97)   23.276  (m)                       GP(       ) 3 1
 AC6849
 AC6849.Superseded values are not recommended for survey control.
 AC6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6849.See file dsdata.txt to determine how the superseded data were derived.
 AC6849
 AC6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2385914937(NAD 83)
 AC6849_MARKER: DD = SURVEY DISK
 AC6849_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6849_STAMPING: YUM B
 AC6849_MARK LOGO: NGS   
 AC6849_PROJECTION: FLUSH
 AC6849_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC6849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6849+STABILITY: SURFACE MOTION
 AC6849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6849+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AC6849_ROD/PIPE-DEPTH: 1.0  meters
 AC6849
 AC6849  HISTORY     - Date     Condition        Report By
 AC6849  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6849  HISTORY     - 19970425 GOOD             NGS
 AC6849
 AC6849                          STATION DESCRIPTION
 AC6849
 AC6849'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6849'THE STATION IS LOCATED IN THE CITY OF YUMA AT THE YUMA INTERNATIONAL
 AC6849'AIRPORT / YUMA MARINE CORPS AIR STATION.  OWNERSHIP -- YUMA COUNTY,
 AC6849'DAREN A.  GRIFFIN - AIRPORT OPERATIONS, PHONE (520) 726-5882 / UNITED
 AC6849'STATES NAVY, STAFF SGT POSEY - MARINE BASE OPERATIONS, PHONE (520)
 AC6849'341-2077.  NOTE - CONTACT THE MARINE BASE OPERATIONS 3 DAYS IN ADVANCE
 AC6849'OF SURVEYS TO ARRANGE FOR ACCESS TO REACH THE STATION FROM THE
 AC6849'JUNCTION OF INTERSTATE 8 AND AVENUE 3E IN YUMA (EXIT 3 ON INTERSTATE
 AC6849'8) , PROCEED SOUTH ON AVENUE 3E FOR 3.5 KM (2.15 MI) TO THE MAIN GATE
 AC6849'OF THE YUMA MARINE CORPS AIR STATION ON THE RIGHT.  TURN RIGHT AND
 AC6849'PASS THROUGH MAIN GATE BEARING RIGHT AND GO WEST FOR 1.2 KM (0.75 MI)
 AC6849'TO A T-JUNCTION.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) TO THE
 AC6849'CONTROL TOWER AND BASE OPERATIONS BUILDING ON THE LEFT AND ACCESS GATE
 AC6849'WEST OF THE CONTROL TOWER.  PASS THROUGH ACCESS GATE AND PROCEED
 AC6849'NORTHWEST ACROSS APRON AND ALONG TAXIWAY D FOR 0.25 KM (0.15 MI) TO
 AC6849'THE JUNCTION WITH TAXIWAY E.  TURN LEFT AND GO SOUTH ON TAXIWAY E FOR
 AC6849'1.9 KM (1.20 MI) TO THE APPROACH END OF RUNWAY 3R.  PROCEED NORTHWEST
 AC6849'CROSSING THE APPROACH END OF RUNWAY 3R TO THE STATION BETWEEN RUNWAY
 AC6849'3R-21L AND RUNWAY 3L-21R IN A SANDY AREA THE STATION IS THE CENTER OF
 AC6849'A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AC6849'PIPE, RECESSED 10 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AC6849'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC6849'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC6849'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 71.70 M
 AC6849'(235.24 FT) NORTHWEST OF THE NORTHWESTERNMOST THRESHOLD LIGHT AT THE
 AC6849'APPROACH END OF RUNWAY 3R, 82.40 M (270.34 FT) NORTHWEST OF THE
 AC6849'SOUTHWEST CORNER OF THE APPROACH END OF RUNWAY 3R, 77.20 M (253.28 FT)
 AC6849'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3L-21R, 80.4 M (263.8 FT)
 AC6849'WEST-NORTHWEST OF A WINDSOCK, 36.90 M (121.06 FT) NORTH OF THE
 AC6849'NORTHEAST CORNER OF A CONCRETE PAD, AND 1.00 M (3.28 FT) NORTHWEST OF
 AC6849'A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC6849'AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6849
 AC6849                          STATION RECOVERY (1997)
 AC6849
 AC6849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6849'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CONTACT PERSON
 AC6849'ON THE MARINE BASE IS THE OFFICER IN CHARGE OF BASE OPERATIONS, MAJOR
 AC6849'KNOY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AC6850 ***********************************************************************
 AC6850  SACS        -  This is a Secondary Airport Control Station.
 AC6850  DESIGNATION -  YUM C
 AC6850  PID         -  AC6850
 AC6850  STATE/COUNTY-  AZ/YUMA
 AC6850  USGS QUAD   -  YUMA EAST (1994)
 AC6850
 AC6850                         *CURRENT SURVEY CONTROL
 AC6850  ___________________________________________________________________
 AC6850* NAD 83(2007)-  32 40 05.74224(N)    114 35 29.02605(W)     ADJUSTED  
 AC6850* NAVD 88     -        63.65   (meters)     208.8    (feet)  GPS OBS   
 AC6850  ___________________________________________________________________
 AC6850  EPOCH DATE  -        2007.00
 AC6850  X           -  -2,236,545.551 (meters)                     COMP
 AC6850  Y           -  -4,886,977.903 (meters)                     COMP
 AC6850  Z           -   3,423,061.926 (meters)                     COMP
 AC6850  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AC6850  ELLIP HEIGHT-          29.717 (meters)          (02/10/07) ADJUSTED
 AC6850  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AC6850
 AC6850  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC6850  Type    PID    Designation                      North   East  Ellip
 AC6850  -------------------------------------------------------------------
 AC6850  NETWORK AC6850 YUM C                             0.69   0.63   1.27
 AC6850  -------------------------------------------------------------------
 AC6850
 AC6850.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 AC6850
 AC6850.The horizontal coordinates were established by GPS observations
 AC6850.and adjusted by the National Geodetic Survey in February 2007.
 AC6850
 AC6850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC6850.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC6850.The horizontal coordinates are valid at the epoch date displayed above.
 AC6850.The epoch date for horizontal control is a decimal equivalence
 AC6850.of Year/Month/Day.
 AC6850
 AC6850.The orthometric height was determined by GPS observations and a
 AC6850.high-resolution geoid model.
 AC6850
 AC6850.GPS derived orthometric heights for airport stations designated as
 AC6850.PACS or SACS are published to 2 decimal places.  This maintains
 AC6850.centimeter relative accuracy between the PACS and SACS.  It does
 AC6850.not indicate centimeter accuracy relative to other marks which are
 AC6850.part of the NAVD 88 network.
 AC6850
 AC6850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6850
 AC6850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6850
 AC6850.The ellipsoidal height was determined by GPS observations
 AC6850.and is referenced to NAD 83.
 AC6850
 AC6850.The geoid height was determined by GEOID03.
 AC6850
 AC6850;                    North         East     Units Scale Factor Converg.
 AC6850;SPC AZ W     -   185,283.912   134,439.957   MT  1.00001011   -0 27 15.1
 AC6850;SPC AZ W     -   607,886.85    441,075.97   iFT  1.00001011   -0 27 15.1
 AC6850;UTM  11      - 3,617,074.898   725,867.953   MT  1.00022912   +1 18 02.3
 AC6850
 AC6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6850!SPC AZ W     -   0.99999533  x   1.00001011  =   1.00000544
 AC6850!UTM  11      -   0.99999533  x   1.00022912  =   1.00022445
 AC6850
 AC6850                          SUPERSEDED SURVEY CONTROL
 AC6850
 AC6850  ELLIP H (01/12/01)   29.753  (m)                       GP(       ) 4 1
 AC6850  NAD 83(1992)-  32 40 05.74089(N)    114 35 29.02476(W) AD(       ) 1
 AC6850  ELLIP H (03/14/97)   29.836  (m)                       GP(       ) 3 1
 AC6850
 AC6850.Superseded values are not recommended for survey control.
 AC6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6850.See file dsdata.txt to determine how the superseded data were derived.
 AC6850
 AC6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2586817075(NAD 83)
 AC6850_MARKER: DD = SURVEY DISK
 AC6850_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6850_MARK LOGO: NGS   
 AC6850_PROJECTION: FLUSH
 AC6850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6850+STABILITY: SURFACE MOTION
 AC6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6850+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AC6850_ROD/PIPE-DEPTH: 1.0  meters
 AC6850
 AC6850  HISTORY     - Date     Condition        Report By
 AC6850  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6850  HISTORY     - 19970425 GOOD             NGS
 AC6850
 AC6850                          STATION DESCRIPTION
 AC6850
 AC6850'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AC6850'THE STATION IS LOCATED IN THE CITY OF YUMA AT THE YUMA INTERNATIONAL
 AC6850'AIRPORT / YUMA MARINE CORPS AIR STATION.  OWNERSHIP -- YUMA COUNTY,
 AC6850'DAREN A.  GRIFFIN - AIRPORT OPERATIONS, PHONE (520) 726-5882 / UNITED
 AC6850'STATES NAVY, STAFF SGT POSEY - MARINE BASE OPERATIONS, PHONE (520)
 AC6850'341-2077.  NOTE - CONTACT THE MARINE BASE OPERATIONS 3 DAYS IN ADVANCE
 AC6850'OF SURVEYS TO ARRANGE FOR ACCESS TO REACH THE STATION FROM THE
 AC6850'JUNCTION OF INTERSTATE 8 AND AVENUE 3E IN YUMA (EXIT 3 ON INTERSTATE
 AC6850'8) , PROCEED SOUTH ON AVENUE 3E FOR 3.5 KM (2.15 MI) TO THE MAIN GATE
 AC6850'OF THE YUMA MARINE CORPS AIR STATION ON THE RIGHT.  TURN RIGHT AND
 AC6850'PASS THROUGH MAIN GATE BEARING RIGHT AND GO WEST FOR 1.2 KM (0.75 MI)
 AC6850'TO A T-JUNCTION.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) TO THE
 AC6850'CONTROL TOWER AND BASE OPERATIONS BUILDING ON THE LEFT AND ACCESS GATE
 AC6850'WEST OF THE CONTROL TOWER.  PASS THROUGH ACCESS GATE AND PROCEED
 AC6850'NORTHEAST ACROSS APRON FOR 0.5 KM (0.30 MI) TO THE JUNCTION WITH
 AC6850'TAXIWAY B.  GO NORTH ON TAXIWAY B FOR 0.5 KM (0.30 MI) CROSSING RUNWAY
 AC6850'8-26 AND THE APPROACH END OF RUNWAY 21L TO THE STATION NORTHWEST OF
 AC6850'THE STOPWAY THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO
 AC6850'THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 14 CM BELOW
 AC6850'GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC6850'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC6850'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AC6850'PIPE.  THE STATION IS LOCATED 62.95 M (206.53 FT) NORTH-NORTHWEST OF A
 AC6850'CGS DISK IN A CONCRETE MONUMENT STAMPED AP 1956 STA B, 47.45 M (155.68
 AC6850'FT) NORTHWEST OF THE CENTER OF THE NORTHWESTERNMOST CONCRETE BASE FOR
 AC6850'THE ABANDONED THRESHOLD LIGHTS, 62.15 M (203.90 FT) NORTHWEST OF THE
 AC6850'NORTHWEST EDGE OF THE STOPWAY AT THE NORTH END OF RUNWAY 3R-21L, 38.50
 AC6850'M (126.31 FT) SOUTH OF THE CENTERLINE OF A DITCH, AND 0.9 M (3.0 FT)
 AC6850'SOUTHEAST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A
 AC6850'SECONDARY AIRPORT CONTROL STATION (SACS) - ARIZONA ANA SURVEYS 1996
 AC6850
 AC6850                          STATION RECOVERY (1997)
 AC6850
 AC6850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6850'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CONTACT PERSON
 AC6850'ON THE MARINE BASE IS THE OFFICER IN CHARGE OF BASE OPERATIONS MAJOR
 AC6850'KNOY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1128 ***********************************************************************
 CY1128  DESIGNATION -  YUMA
 CY1128  PID         -  CY1128
 CY1128  STATE/COUNTY-  AZ/GRAHAM
 CY1128  USGS QUAD   -  TOLLGATE TANK (1985)
 CY1128
 CY1128                         *CURRENT SURVEY CONTROL
 CY1128  ___________________________________________________________________
 CY1128* NAD 83(1992)-  32 49 38.34785(N)    109 27 30.45020(W)     ADJUSTED  
 CY1128* NAVD 88     -      1088.2    (meters)    3570.     (feet)  VERTCON   
 CY1128  ___________________________________________________________________
 CY1128  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CY1128  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CY1128  HORZ ORDER  -  SECOND
 CY1128
 CY1128.The horizontal coordinates were established by classical geodetic methods
 CY1128.and adjusted by the National Geodetic Survey in August 1993.
 CY1128
 CY1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1128
 CY1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1128
 CY1128.The geoid height was determined by GEOID03.
 CY1128
 CY1128;                    North         East     Units Scale Factor Converg.
 CY1128;SPC AZ E     -   202,824.774   279,667.036   MT  0.99995419   +0 23 02.2
 CY1128;SPC AZ E     -   665,435.61    917,542.77   iFT  0.99995419   +0 23 02.2
 CY1128;UTM  12      - 3,633,196.191   644,291.491   MT  0.99985672   +0 50 09.0
 CY1128
 CY1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1128!SPC AZ E     -   0.99983331  x   0.99995419  =   0.99978750
 CY1128!UTM  12      -   0.99983331  x   0.99985672  =   0.99969005
 CY1128
 CY1128|---------------------------------------------------------------------|
 CY1128| PID    Reference Object                     Distance      Geod. Az  |
 CY1128|                                                           dddmmss.s |
 CY1128| CC7689 YUMA RM 1                            12.465 METERS 06527     |
 CY1128| CY1126 TOLLGATE                            APPROX. 6.2 KM 0711329.1 |
 CY1128| CC7690 YUMA RM 2                            12.393 METERS 24525     |
 CY1128|---------------------------------------------------------------------|
 CY1128
 CY1128                          SUPERSEDED SURVEY CONTROL
 CY1128
 CY1128  NAD 83(1986)-  32 49 38.34240(N)    109 27 30.44742(W) AD(       ) 2
 CY1128  NAD 27      -  32 49 38.10545(N)    109 27 28.18160(W) AD(       ) 2
 CY1128  NGVD 29 (07/19/86) 1087.6    (m)         3568.     (f) VERT ANG    3  
 CY1128
 CY1128.Superseded values are not recommended for survey control.
 CY1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1128.See file dsdata.txt to determine how the superseded data were derived.
 CY1128
 CY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB4429133196(NAD 83)
 CY1128_MARKER: DD = SURVEY DISK
 CY1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1128
 CY1128  HISTORY     - Date     Condition        Report By
 CY1128  HISTORY     - 1976     MONUMENTED       AZDT
 CY1128
 CY1128                          STATION DESCRIPTION
 CY1128
 CY1128'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1976 (TT)
 CY1128'THE STATION IS ABOUT 14 MILES EAST OF SAFFORD AND 5 MILES EAST
 CY1128'OF JUNCTION OF U.S. HWY. 666 AND 70 ON SOUTH SIDE OF U.S. 666
 CY1128'INSIDE OF R/W FENCE.
 CY1128'
 CY1128'THE STATION IS AN ADOT HWY. DIVISION DISK STAMPED YUMA 1976
 CY1128'AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.  THE STATION
 CY1128'95 FEET SOUTH OF U.S. HWY. 666 CENTERLINE INSIDE R/W FENCE AND
 CY1128'MARKED WITH A WITNESS POST AND SIGN 2.5 FEET SOUTH.
 CY1128'
 CY1128'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED YUMA RM 1
 CY1128'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CY1128'
 CY1128'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED YUMA RM 2
 CY1128'1976 AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT.
 CY1128'
 CY1128'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 70 AND 666, 10
 CY1128'MILES EAST OF SAFFORD, TRAVEL EAST ON U.S. 666 TO MILE POST 136.70
 CY1128'TO STATION ON THE RIGHT (SOUTH) ALONG R/W FENCE.
 CY1128'
 CY1128'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1329 ***********************************************************************
 DB1329  DESIGNATION -  YUMA 10
 DB1329  PID         -  DB1329
 DB1329  STATE/COUNTY-  AZ/YUMA
 DB1329  USGS QUAD   -  YUMA EAST (1994)
 DB1329
 DB1329                         *CURRENT SURVEY CONTROL
 DB1329  ___________________________________________________________________
 DB1329* NAD 83(1992)-  32 39 13.09404(N)    114 35 26.47237(W)     ADJUSTED  
 DB1329* NAVD 88     -       100.1    (meters)     328.     (feet)  VERTCON   
 DB1329  ___________________________________________________________________
 DB1329  EPOCH DATE  -        1991.35
 DB1329  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DB1329  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DB1329  HORZ ORDER  -  SECOND
 DB1329
 DB1329.The horizontal coordinates were established by classical geodetic methods
 DB1329.and adjusted by the National Geodetic Survey in June 1996.
 DB1329.The horizontal coordinates are valid at the epoch date displayed above.
 DB1329.The epoch date for horizontal control is a decimal equivalence
 DB1329.of Year/Month/Day.
 DB1329
 DB1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1329
 DB1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1329
 DB1329.The geoid height was determined by GEOID03.
 DB1329
 DB1329;                    North         East     Units Scale Factor Converg.
 DB1329;SPC AZ W     -   183,661.585   134,493.651   MT  1.00001000   -0 27 13.0
 DB1329;SPC AZ W     -   602,564.26    441,252.14   iFT  1.00001000   -0 27 13.0
 DB1329;SPC CA 6     -   555,245.469 2,155,668.389   MT  1.00002412   +0 54 42.6
 DB1329;SPC CA 6     - 1,821,667.84  7,072,388.71   sFT  1.00002412   +0 54 42.6
 DB1329;UTM  11      - 3,615,454.620   725,971.315   MT  1.00022969   +1 18 01.9
 DB1329
 DB1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1329!SPC AZ W     -   0.99998961  x   1.00001000  =   0.99999961
 DB1329!SPC CA 6     -   0.99998961  x   1.00002412  =   1.00001373
 DB1329!UTM  11      -   0.99998961  x   1.00022969  =   1.00021930
 DB1329
 DB1329                          SUPERSEDED SURVEY CONTROL
 DB1329
 DB1329  NAD 83(1992)-  32 39 13.09451(N)    114 35 26.47375(W) AD(       ) 2
 DB1329  NAD 83(1986)-  32 39 13.10705(N)    114 35 26.48317(W) AD(       ) 2
 DB1329  NAD 27      -  32 39 12.93087(N)    114 35 23.65228(W) AD(       ) 2
 DB1329  NGVD 29 (07/19/86)   99.4    (m)          326.     (f) VERT ANG    3  
 DB1329
 DB1329.Superseded values are not recommended for survey control.
 DB1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1329.See file dsdata.txt to determine how the superseded data were derived.
 DB1329
 DB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2597115455(NAD 83)
 DB1329_MARKER: N = NAIL
 DB1329_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DB1329_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DB1329
 DB1329  HISTORY     - Date     Condition        Report By
 DB1329  HISTORY     - 1911     MONUMENTED       CGS
 DB1329  HISTORY     - 1936     GOOD             CGS
 DB1329  HISTORY     - 1944     SEE DESCRIPTION  CGS
 DB1329
 DB1329                          STATION DESCRIPTION
 DB1329
 DB1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JSH)
 DB1329'THIS STATION WAS ESTABLISHED BY THE UNITED STATES AND MEXICO
 DB1329'BOUNDARY COMMISSION.  IT IS ON THE HIGHEST POINT OF THE
 DB1329'SOUTHERN ONE OF TWO BLACK HILLS ON THE MESA ABOUT 6 MILES S
 DB1329'BY E FROM YUMA.
 DB1329'
 DB1329'THE STATION MARK IS THE POINT OF A 40-PENNY NAIL IN THE CENTER
 DB1329'OF A 1 1/2-INCH IRON PIPE 22 INCHES LONG WHICH IS FILLED WITH
 DB1329'CONCRETE AND EMBEDDED IN A COLUMN OF CONCRETE 10 BY 12 BY
 DB1329'20 INCHES, THE PIPE PROJECTING 2 INCHES ABOVE THE TOP OF THE
 DB1329'COLUMN.
 DB1329'
 DB1329'REFERENCE MARKS ARE A UNITED STATES GEOLOGICAL SURVEY BRONZE
 DB1329'BENCH MARK TABLET ON AN IRON POST 0.66 METER FROM THE STATION
 DB1329'N 56 DEG 01 MIN E, AND A 5/8-INCH IRON PIN 3.04 METERS
 DB1329'E OF THE STATION.
 DB1329
 DB1329                          STATION RECOVERY (1936)
 DB1329
 DB1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WM)
 DB1329'STATION RECOVERED AS DESCRIBED, EXCEPT THAT REFERENCE MARK
 DB1329'IS DESTROYED.  NO NEW MARKS WERE SET.
 DB1329'
 DB1329'REACHED FROM YUMA BY U.S. HIGHWAY 80 S 4 MILES TO POINT WHERE
 DB1329'HIGHWAY TURNS E.  CONTINUE E ON U.S. HIGHWAY 80 1.8 MILES TO AN
 DB1329'UNGRADED ROAD LEADING S AT POINT 0.6 MILE E OF FLY FIELD
 DB1329'HEADQUARTERS.  FOLLOW THIS ROAD S PAST NATIONAL GUARD RIFLE
 DB1329'RANGE 1.1 MILES TO ITS END AT FOOT OF SMALL HILL.  THENCE WALK
 DB1329'S ABOUT 200 YARDS TO HIGHEST POINT OF HILL AND STATION.
 DB1329'
 DB1329'STATION IS ABOUT 1 MILE S OF U.S. HIGHWAY 80 AND 1-1/2 MILES SE
 DB1329'OF U.S. SIGNAL CORPS STATION AT FLY FIELD.
 DB1329'
 DB1329'MARK IS A 40-PENNY NAIL SET IN CONCRETE IN A 1 1/2-INCH IRON PIPE,
 DB1329'WHICH IS SURROUNDED BY A ROUNDED MASS OF CONCRETE ABOUT 1
 DB1329'FOOT IN DIAMETER.  THIS CONCRETE IS INSCRIBED U.S. AND M.B.S.,
 DB1329'AND A TRIANGLE IS DRAWN ABOUT THE PIPE WHICH PROJECTS ABOUT 2
 DB1329'INCHES ABOVE CONCRETE.  THIS MARK IN GOOD CONDITION.
 DB1329'
 DB1329'REFERENCE MARK, A U.S.G.S.B.M. TABLET, DISTANCE 0.66 METER
 DB1329'N 56 DEG 01 MIN E, RECOVERED IN GOOD CONDITION AS
 DB1329'DESCRIBED, EXCEPT THAT IT IS SET IN SOLID ROCK AND NOT
 DB1329'ON AN IRON POST.
 DB1329'
 DB1329'REFERENCE MARK, A 5/8-INCH IRON PIN TO E OF STATION, WAS
 DB1329'LOST.
 DB1329'
 DB1329'YUMA EAST BASE AND YUMA AZIMUTH STATION SERVE AS AZIMUTH
 DB1329'MARKS FOR THIS STATION
 DB1329'
 DB1329'THIS STATION WAS ESTABLISHED IN 1893 BY THE U.S. AND MEXICO
 DB1329'BOUNDARY COMMISSION.
 DB1329
 DB1329                          STATION RECOVERY (1944)
 DB1329
 DB1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DB1329'STATION HAS NOW BEEN REMOVED.  A WATER RESEVOIR NOW COVERING THE
 DB1329'SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1374 ***********************************************************************
 DB1374  DESIGNATION -  YUMA 9
 DB1374  PID         -  DB1374
 DB1374  STATE/COUNTY-  AZ/YUMA
 DB1374  USGS QUAD   -  YUMA WEST (1979)
 DB1374
 DB1374                         *CURRENT SURVEY CONTROL
 DB1374  ___________________________________________________________________
 DB1374* NAD 83(1992)-  32 39 16.22229(N)    114 38 06.30745(W)     ADJUSTED  
 DB1374* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 DB1374  ___________________________________________________________________
 DB1374  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DB1374  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DB1374  HORZ ORDER  -  SECOND
 DB1374
 DB1374.The horizontal coordinates were established by classical geodetic methods
 DB1374.and adjusted by the National Geodetic Survey in August 1993.
 DB1374
 DB1374.The orthometric height was scaled from a topographic map.
 DB1374
 DB1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1374
 DB1374.The geoid height was determined by GEOID03.
 DB1374
 DB1374;                    North         East     Units Scale Factor Converg.
 DB1374;SPC AZ W     -   183,791.799   130,329.202   MT  1.00001831   -0 28 39.3
 DB1374;SPC AZ W     -   602,991.47    427,589.25   iFT  1.00001831   -0 28 39.3
 DB1374;SPC CA 6     -   555,276.425 2,151,501.979   MT  1.00002394   +0 53 14.7
 DB1374;SPC CA 6     - 1,821,769.40  7,058,719.41   sFT  1.00002394   +0 53 14.7
 DB1374;UTM  11      - 3,615,457.296   721,803.982   MT  1.00020668   +1 16 35.6
 DB1374
 DB1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1374!SPC AZ W     -   0.99999612  x   1.00001831  =   1.00001443
 DB1374!SPC CA 6     -   0.99999612  x   1.00002394  =   1.00002006
 DB1374!UTM  11      -   0.99999612  x   1.00020668  =   1.00020280
 DB1374
 DB1374:                Primary Azimuth Mark                     Grid Az
 DB1374:SPC AZ W     -  YUMA AZ STA RESET                        014 18 03.1
 DB1374:SPC CA 6     -  YUMA AZ STA RESET                        012 56 09.1
 DB1374:UTM  11      -  YUMA AZ STA RESET                        012 32 48.2
 DB1374
 DB1374|---------------------------------------------------------------------|
 DB1374| PID    Reference Object                     Distance      Geod. Az  |
 DB1374|                                                           dddmmss.s |
 DB1374| DB1349 YUMA AZ STA RESET                   APPROX. 6.5 KM 0134923.8 |
 DB1374|---------------------------------------------------------------------|
 DB1374
 DB1374                          SUPERSEDED SURVEY CONTROL
 DB1374
 DB1374  NAD 83(1986)-  32 39 16.23612(N)    114 38 06.31686(W) AD(       ) 2
 DB1374  NAD 27      -  32 39 16.05900(N)    114 38 03.48500(W) AD(       ) 2
 DB1374
 DB1374.Superseded values are not recommended for survey control.
 DB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1374.See file dsdata.txt to determine how the superseded data were derived.
 DB1374
 DB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2180415457(NAD 83)
 DB1374
 DB1374  HISTORY     - Date     Condition        Report By
 DB1374  HISTORY     - UNK      MONUMENTED
 DB1374  HISTORY     - 1944     MARK NOT FOUND   CGS
 DB1374
 DB1374                          STATION DESCRIPTION
 DB1374
 DB1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 DB1374'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1349 ***********************************************************************
 DB1349  DESIGNATION -  YUMA AZ STA RESET
 DB1349  PID         -  DB1349
 DB1349  STATE/COUNTY-  AZ/YUMA
 DB1349  USGS QUAD   -  YUMA EAST (1994)
 DB1349
 DB1349                         *CURRENT SURVEY CONTROL
 DB1349  ___________________________________________________________________
 DB1349* NAD 83(1992)-  32 42 42.26370(N)    114 37 06.33910(W)     ADJUSTED  
 DB1349* NAVD 88     -        90.9    (meters)     298.     (feet)  VERTCON   
 DB1349  ___________________________________________________________________
 DB1349  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 DB1349  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DB1349  HORZ ORDER  -  FIRST
 DB1349
 DB1349.The horizontal coordinates were established by classical geodetic methods
 DB1349.and adjusted by the National Geodetic Survey in August 1993.
 DB1349
 DB1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1349
 DB1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1349
 DB1349.The geoid height was determined by GEOID03.
 DB1349
 DB1349;                    North         East     Units Scale Factor Converg.
 DB1349;SPC AZ W     -   190,125.931   131,943.898   MT  1.00001504   -0 28 09.6
 DB1349;SPC AZ W     -   623,772.74    432,886.80   iFT  1.00001504   -0 28 09.6
 DB1349;SPC CA 6     -   561,647.247 2,152,965.278   MT  1.00001269   +0 53 47.7
 DB1349;SPC CA 6     - 1,842,671.01  7,063,520.25   sFT  1.00001269   +0 53 47.7
 DB1349;UTM  11      - 3,621,839.159   723,224.149   MT  1.00021447   +1 17 15.2
 DB1349
 DB1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1349!SPC AZ W     -   0.99999104  x   1.00001504  =   1.00000608
 DB1349!SPC CA 6     -   0.99999104  x   1.00001269  =   1.00000373
 DB1349!UTM  11      -   0.99999104  x   1.00021447  =   1.00020551
 DB1349
 DB1349:                Primary Azimuth Mark                     Grid Az
 DB1349:SPC AZ W     -  INDIAN SCHOOL                            002 10 03.3
 DB1349:SPC CA 6     -  INDIAN SCHOOL                            000 48 06.0
 DB1349:UTM  11      -  INDIAN SCHOOL                            000 24 38.5
 DB1349
 DB1349|---------------------------------------------------------------------|
 DB1349| PID    Reference Object                     Distance      Geod. Az  |
 DB1349|                                                           dddmmss.s |
 DB1349| DB1334 INDIAN SCHOOL                       APPROX. 2.3 KM 0014153.7 |
 DB1349| DB1346 LA PURISINA MISSION WATER TANK      APPROX. 2.2 KM 0063421.1 |
 DB1349| DB1353 MISSION                             APPROX. 1.9 KM 0071649.5 |
 DB1349| CF1823 YUMA AZ STA RM 8                      6.161 METERS 00930     |
 DB1349| CF1818 YUMA AZ STA RM 2                      6.791 METERS 01425     |
 DB1349| DB1311 YUMA RADIO RANGE WEST TOWER         APPROX. 4.6 KM 0175257.7 |
 DB1349| CF1820 YUMA AZ STA RM 4                      4.612 METERS 12451     |
 DB1349| CF1821 YUMA AZ STA RM 5                      4.612 METERS 12456     |
 DB1349| DB1324 YUMA FED COMP WHSE CO E TANK        APPROX. 5.0 KM 1271339.8 |
 DB1349| DB1340 YUMA FED COMP WHSE CO W TANK        APPROX. 4.7 KM 1291813.0 |
 DB1349| DB1352 YUMA MUN S WATER STORAGE TANK       APPROX. 1.9 KM 1524606.9 |
 DB1349| CF1822 YUMA AZ STA RM 6                      5.854 METERS 21656     |
 DB1349| DB1359 YUMA AZ STA RM 7                      5.853 METERS 21657     |
 DB1349| CF1817 YUMA AZ STA RM 1                      3.938 METERS 23011     |
 DB1349| CE9291 YUMA AZ STA DRILL HOLE                3.940 METERS 23130     |
 DB1349| DB1371 YUMA RADIO STATION KYMA MAST        APPROX. 3.0 KM 2772841.5 |
 DB1349| DB1365 SAN DIEGO TUCSON AWY BCN 14         APPROX.12.3 KM 2804829.0 |
 DB1349| DB1376 TELEVISION STATION KIVA TOWER       APPROX.11.9 KM 2883217.4 |
 DB1349| DB1373 YUMA RADIO STATION KYUM S MAST      APPROX. 2.7 KM 2974542.9 |
 DB1349| DB1377 YUMA RADIO STATION KYUM N MAST      APPROX. 2.7 KM 2995013.8 |
 DB1349| DB1354 YUMA                                  1.099 METERS 32959     |
 DB1349| DB1378 WINTERHAVEN WATER TANK              APPROX. 3.4 KM 3344057.0 |
 DB1349| CF1819 YUMA AZ STA RM 3                                   3430819.2 |
 DB1349| DB1331 YUMA BLACK HILL MUNICIPAL TANK      206.186 METERS 34331     |
 DB1349| CF1816 YUMA AZ STA AZ MK 2                                3471201.6 |
 DB1349| CF1815 YUMA AZ STA AZ MK                                  3583202.3 |
 DB1349|---------------------------------------------------------------------|
 DB1349
 DB1349                          SUPERSEDED SURVEY CONTROL
 DB1349
 DB1349  NAD 83(1986)-  32 42 42.27495(N)    114 37 06.34840(W) AD(       ) 1
 DB1349  NAD 27      -  32 42 42.10754(N)    114 37 03.51719(W) AD(       ) 1
 DB1349  NGVD 29 (07/19/86)   90.2    (m)          296.     (f) VERT ANG    3  
 DB1349
 DB1349.Superseded values are not recommended for survey control.
 DB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1349.See file dsdata.txt to determine how the superseded data were derived.
 DB1349
 DB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2322421839(NAD 83)
 DB1349_MARKER: B = BOLT
 DB1349_SETTING: 66 = SET IN ROCK OUTCROP
 DB1349_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DB1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1349+STABILITY: POSITION/ELEVATION WELL
 DB1349
 DB1349  HISTORY     - Date     Condition        Report By
 DB1349  HISTORY     - 1911     MONUMENTED       CGS
 DB1349  HISTORY     - 1934     GOOD             CGS
 DB1349  HISTORY     - 1934     SEE DESCRIPTION  CGS
 DB1349  HISTORY     - 1941     GOOD             CGS
 DB1349  HISTORY     - 1948     GOOD             CGS
 DB1349  HISTORY     - 1954     GOOD             CGS
 DB1349  HISTORY     - 1956     GOOD             CGS
 DB1349  HISTORY     - 1960     GOOD             CGS
 DB1349  HISTORY     - 1961     SEE DESCRIPTION  AMS
 DB1349  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DB1349  HISTORY     - 1964     GOOD             CGS
 DB1349  HISTORY     - 1964     GOOD             USGS
 DB1349  HISTORY     - 1965     GOOD             CGS
 DB1349  HISTORY     - 1974     GOOD             NGS
 DB1349  HISTORY     - 1976     GOOD             NGS
 DB1349  HISTORY     - 1981     GOOD             NGS
 DB1349
 DB1349                          STATION DESCRIPTION
 DB1349
 DB1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JSH)
 DB1349'THIS STATION WAS ESTABLISHED BY THE UNITED STATES AND MEXICO
 DB1349'BOUNDARY COMMISSION, AND IT IS IDENTICAL WITH THE UNITED STATES
 DB1349'GEOLOGICAL SURVEY STATION.  IT IS ON THE SOUTHERN PEAK OF
 DB1349'A HILL CALLED SIERRA PRIETA, JUST S OF YUMA.
 DB1349'
 DB1349'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE
 DB1349'TOP OF A BRICK PIER WHICH IS BUILT ON SOLID ROCK AND IS
 DB1349'1 FOOT HIGH.
 DB1349'
 DB1349'THE REFERENCE MARK, A UNITED STATES GEOLOGICAL SURVEY BRONZE
 DB1349'BENCH MARK DISK IS ON THE TOP OF AN IRON POST.  IT IS 1.10
 DB1349'METERS FROM THE STATION N 29 DEG 57 MIN W.
 DB1349'
 DB1349'THREE IRON BOLTS ARE AT THE FOLLOWING DISTANCES FROM THE
 DB1349'STATION--1.50 METERS N, 1.83 METERS E, AND 1.70 METERS SW.
 DB1349
 DB1349                          STATION RECOVERY (1934)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 DB1349'STATION IS LOCATED ON A SMALL HILL IN THE SW PART OF THE
 DB1349'TOWN OF YUMA.  ALL MARKS FOUND IN GOOD CONDITION, AND AS
 DB1349'DESCRIBED.
 DB1349'
 DB1349'AZIMUTH MARK IS ON THE NEXT HILL N 0.1 MILE.
 DB1349'
 DB1349'REACHED AS FOLLOWS--FROM THE CORNER OF 7TH STREET AND 1ST
 DB1349'AVENUE, GO S 1/2 BLOCK ON 1ST AVENUE, THEN LEFT UP THE
 DB1349'HILL, THEN RIGHT ALONG THE SIDE OF THE RIDGE TO THE HIGHEST
 DB1349'PART AND STATION.
 DB1349'
 DB1349'NOTE--THE AZIMUTH MARK WAS OVERLOOKED BY THE OBSERVING
 DB1349'PARTY AND THEREFORE NO DIRECTION WAS TAKEN ON IT.  HOWEVER,
 DB1349'IT IS IN SAME PLACE AS DESCRIBED.
 DB1349
 DB1349                          STATION RECOVERY (1934)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 DB1349'STATION RECOVERED AS DESCRIBED.  STATION IS ON A SMALL HILL
 DB1349'IN SE PART OF THE TOWN OF YUMA, (THE HILL MEASURES APPROXIMATELY
 DB1349'32 BY 75 FEET AT THE TOP).
 DB1349'
 DB1349'THE STATION IS MARKED WITH A 3/4-INCH IRON BOLT EMBEDDED
 DB1349'AND SLIGHTLY DEPRESSED IN A 17-INCH BLOCK OF CONCRETE FLUSH
 DB1349'WITH THE SURFACE.  THE BRICK PIER MENTIONED IN THE ORIGINAL
 DB1349'DESCRIPTION HAS BEEN REMOVED AND COULD NOT BE FOUND.
 DB1349
 DB1349                          STATION RECOVERY (1941)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CES)
 DB1349'THE ORIGINAL DESCRIPTION FOR YUMA AZIMUTH STATION IS NO LONGER
 DB1349'CORRECT.  THE BRICK PIER HAS BEEN ENTIRELY DESTROYED AND
 DB1349'THERE IS NOW ONLY A SMALL IRON PIN IN THE BASE OF THE OLD
 DB1349'BRICK PIER.  THE MORTAR MARKS ARE STILL VISIBLE ON THIS
 DB1349'OLD FOUNDATION.  R.M. 2 IS ALSO DESTROYED, BUT R.M. 1 AND
 DB1349'U.S.G.S.B.M. ARE BOTH IN PLACE AND THE DISTANCES TO THE SMALL
 DB1349'IRON PIN CHECK O.K.  THE STATION IS IN NO IMMEDIATE DANGER
 DB1349'OF BEING LOST.
 DB1349
 DB1349                          STATION RECOVERY (1948)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HJB)
 DB1349'RECOVERED AS DESCRIBED IN 1934.
 DB1349'THE DISK AND PIER MENTIONED HAS BEEN REMOVED AND THE STATION
 DB1349'IS NOW MARKED BY A DRILL HOLE.  THE ONLY MARK SEARCHED FOR
 DB1349'WAS THE REFERENCE MARK LOCATED 1.10 METERS FROM THE STATION,
 DB1349'MARKED BY A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 DB1349'THE TOP OF AN IRON POST.
 DB1349
 DB1349                          STATION RECOVERY (1954)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 DB1349'THE STATION MARK, REFERENCE MARK 2 AND THE U.S. GEOLOGICAL
 DB1349'SURVEY BENCH MARK WERE RECOVERED AS DESCRIBED AND WERE FOUND
 DB1349'TO BE IN GOOD CONDITION.  REFERENCE MARKS 1 AND 3 HAVE BEEN
 DB1349'DESTROYED.  THE DRILL HOLE IN WHICH REFERENCE MARK 1 WAS
 DB1349'ORIGINALLY SET WAS RECOVERED AND MEASURED TO DURING THIS
 DB1349'OCCUPATION.  REFERENCE MARK 4 AND AN AZIMUTH MARK WERE
 DB1349'ESTABLISHED THIS DATE.  THE DISTANCE AND DIRECTION TO REFERENCE
 DB1349'MARK 2 WERE VERIFIED.
 DB1349'
 DB1349'THE STATION IS LOCATED ON BLACK HILL, A LOW HILL IN THE
 DB1349'SOUTHEAST PART OF YUMA.
 DB1349'
 DB1349'TO REACH FROM THE INTERSECTION OF 7TH STREET AND 1ST AVENUE,
 DB1349'GO SOUTH ON 1ST AVENUE FOR 1/2 BLOCK TO A DIRT ROAD LEFT (EAST).
 DB1349'TURN LEFT, UP HILL, AND GO ABOUT 200 YARDS TO THE AZIMUTH MARK AT
 DB1349'THE YUMA BLACK HILL MUNICIPAL WATER TANK.  TURN RIGHT (SOUTH) ON A
 DB1349'DUGWAY ROAD AND GO ABOUT 0.2 MILE TO THE HIGHEST POINT AND
 DB1349'THE STATION.  THE ROAD IS WASHED OUT AT PRESENT AND THE
 DB1349'LAST 3 MINUTES MUST BE PACKED.
 DB1349'
 DB1349'THE STATION MARK IS A METAL PLUG WITH A HOLE IN ITS CENTER
 DB1349'SET FLUSH IN BEDROCK THAT IS FLUSH WITH THE GROUND.  THE
 DB1349'MARK IS NOT STAMPED.  IT IS APPROXIMATELY 9 FEET SOUTHEAST
 DB1349'OF THE HIGHEST POINT OF THE HILL.
 DB1349'
 DB1349'A DRILL HOLE IN WHICH REFERENCE MARK 1 WAS ORIGINALLY SET,
 DB1349'IS IN THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 10 INCHES ABOVE
 DB1349'THE GROUND.  THE HOLE IS APPROXIMATELY THE SAME ELEVATION
 DB1349'AS THE STATION.
 DB1349'
 DB1349'REFERENCE MARK 2, A STANDARD DISK STAMPED YUMA NO 2 1934,
 DB1349'IS SET IN A DEPRESSION IN BEDROCK THAT IS FLUSH WITH THE
 DB1349'GROUND.  THE MARK IS ABOUT 2 INCHES BELOW THE GROUND SURFACE
 DB1349'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DB1349'
 DB1349'REFERENCE MARK 4, A STANDARD DISK STAMPED YUMA AZIMUTH NO
 DB1349'4 1911, IS SET IN A DRILL HOLE IN AN OUTCROP THAT PROJECTS
 DB1349'ABOUT 18 INCHES ABOVE THE GROUND.  THE MARK IS ON THE EAST
 DB1349'SLOPE OF THE HILL AND ABOUT 4 FEET LOWER THAN THE STATION.
 DB1349'
 DB1349'A U.S. GEOLOGICAL SURVEY DISK IS CEMENTED IN THE TOP OF A
 DB1349'3 INCH IRON PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 DB1349'GROUND.  THE MARK IS SO OBLITERATED THAT IT IS IMPOSSIBLE
 DB1349'TO DISTINGUISH ANY STAMPING.
 DB1349'
 DB1349'THE AZIMUTH MARK, A STANDARD DISK STAMPED YUMA AZIMUTH 1911
 DB1349'RESET 1954, IS SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 DB1349'WITH THE GROUND.  THE MARK IS 18 FEET EAST-NORTHEAST OF THE
 DB1349'WATER TANK, 4 FEET SOUTH-SOUTHEAST OF A SMALL BLOCK BUILDING
 DB1349'AND IS ABOUT 4 FEET LOWER THAN THE BASE OF THE WATER TANK.
 DB1349'
 DB1349'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 DB1349
 DB1349                          STATION RECOVERY (1956)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 DB1349'RECOVERED AS DESCRIBED IN 1954.
 DB1349'
 DB1349'THE AZIMUTH MARK SET IN 1954 HAS BEEN TORN OUT, ALSO REF.
 DB1349'MARK NO. 4.
 DB1349
 DB1349                          STATION RECOVERY (1960)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1349'RECOVERED AS DESCRIBED IN 1954, EXCEPTING REFERENCE MARK 4
 DB1349'HAS BEEN DESTROYED ALTHOUGH THE DRILL HOLE WAS APPARENT.
 DB1349'THE AZIMUTH MARK SET IN 1954 WAS NOT FOUND BUT THOUGHT TO
 DB1349'IN A SMALL ENCLOSURE FENCING THE SMALL BUILDING NEAR THE
 DB1349'WATER TANK.  TWO ADDITIONAL REFERENCE MARKS WERE SET IN THIS
 DB1349'OCCUPATION.
 DB1349'
 DB1349'THE STATION IS ON THE SOUTH END OF SIERRA PRIETA (BLACK HILL)
 DB1349'IN YUMA, WITH AN ALUMINUM PAINTED ON ITS NORTH END, AND IS
 DB1349'ONE BLOCK SOUTH AND EAST OF THE INTERSECTION 1ST AVENUE AND
 DB1349'8TH STREET.  THE STATION MARK IS THE ORIGINAL METAL PLUG
 DB1349'SET FLUSH WITH THE BEDROCK, 1.10 METERS FROM THE USGS TABLET
 DB1349'SET IN A SECTION OF CONCRETE FILLED STEEL PIPE.
 DB1349'
 DB1349'REFERENCE MARK 2, STAMPED YUMA NO 2 1934, IS A STANDARD
 DB1349'DISK SET IN A DRILL HOLE IN BEDROCK.  REFERENCE MARKS 5 AND 6,
 DB1349'ARE STANDARD DISKS SET IN DRILL HOLES OF THE BEDROCK AND
 DB1349'STAMPED YUMA AZI STA 1911, AND NO 5 AND 6 RESPECTIVELY.
 DB1349'REFERENCE MARK 5 SETS IN ABOUT THE SAME LOCATION FORMERLY
 DB1349'OCCUPIED BY REFERENCE MARK 4.
 DB1349
 DB1349                          STATION RECOVERY (1961)
 DB1349
 DB1349'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DB1349'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DB1349
 DB1349                          STATION RECOVERY (1964)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DB1349'THE STATION MARK, REFERENCE MARK 2 AND THE U.S. GEOLOGICAL
 DB1349'SURVEY BENCH MARK WERE RECOVERED IN GOOD CONDITION WITH
 DB1349'NO NOTICEABLE DISPLACEMENT OF THE MARKS.
 DB1349'
 DB1349'REFERENCE MARKS 5 AND 6 HAVE BEEN DESTROYED.  REFERENCE MARK
 DB1349'7 WAS ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW AND COMPLETE
 DB1349'DESCRIPTION.
 DB1349'
 DB1349'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, BLACK
 DB1349'COLORED HILL IN THE SOUTHEAST PART OF YUMA, ABOUT 1/4 MILE
 DB1349'SOUTH OF THE YUMA, BLACK HILL MUNICIPAL WATER TANK.
 DB1349'
 DB1349'TO REACH FROM THE INTERSECTION OF 7TH STREET AND 1ST AVENUE
 DB1349'IN SOUTHEAST YUMA, GO SOUTH ON 1ST AVENUE FOR 1/2 BLOCK
 DB1349'TO A DIRT ROAD LEFT.  TURN LEFT AND GO EAST UP HILL ON
 DB1349'DIRT ROAD FOR 0.15 MILE TO THE WATER TANK ON THE LEFT AND
 DB1349'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH ALONG AN OLD ROAD
 DB1349'FOR ABOUT 1/4 MILE TO THE HIGHEST POINT AND STATION.
 DB1349'
 DB1349'STATION MARK IS A 1/2 INCH COPPER BOLT CEMENTED IN A DRILL
 DB1349'HOLE IN A 4 BY 6 FOOT ROCK OUTCROP PROJECTING 4 INCHES.  IT
 DB1349'IS ON THE HIGHEST POINT OF THE HILL.
 DB1349'
 DB1349'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED YUMA NO 2 1934,
 DB1349'CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT ROCK OUTCROP PROJECTING
 DB1349'18 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DB1349'
 DB1349'REFERENCE MARK 7 IS A STANDARD DISK, STAMPED YUMA AZI STA
 DB1349'NO 7 1911, CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT ROCK
 DB1349'OUTCROP PROJECTING 1 FOOT.  IT IS ABOUT 1 FOOT LOWER THAN THE
 DB1349'STATION MARK.
 DB1349'
 DB1349'U.S. GEOLOGICAL SURVEY BENCH MARK DISK IS CEMENTED IN THE
 DB1349'TOP OF A 3 INCH IRON PIPE PROJECTING 6 INCHES.  THE DISK
 DB1349'IS SO OBLITERATED THAT IT IS IMPOSSIBLE TO DISTINGUISH ANY
 DB1349'STAMPING.
 DB1349
 DB1349                          STATION RECOVERY (1964)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 DB1349'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK
 DB1349'NO. 7 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 DB1349'U.S. GEOLOGICAL SURVEY BENCH MARK WAS FOUND TO BE SO BADLY
 DB1349'MUTILATED THAT ONLY A PORTION OF THE TABLET REMAINS, ALTHOUGH
 DB1349'IT IS STILL SOLID.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 DB1349'NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED DURING
 DB1349'THE CONSTRUCTION OF A SMALL CONCRETE BLOCK BUILDING NEAR
 DB1349'THE WATER TANK.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED,
 DB1349'AS TRIANGULATION STATION MISSION WILL SERVE.  A NEW AND
 DB1349'COMPLETE DESCRIPTION FOLLOWS--
 DB1349'
 DB1349'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF YUMA, ON
 DB1349'A LOW, BARE, ROCKY HILL ABOUT 0.1 MILE SOUTHEAST OF A GREEN
 DB1349'WATER TANK AND OVERLOOKING A RAILROAD SIDING TO THE EAST.
 DB1349'
 DB1349'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DB1349'80 AND 95 (SOUTH) IN YUMA, GO SOUTH ON U.S. HIGHWAY 80 FOR
 DB1349'0.55 MILE TO 7TH STREET.  TURN LEFT AND GO EAST ON 7TH STREET
 DB1349'FOR 0.25 MILE TO 1ST AVENUE.  TURN RIGHT AND GO SOUTH ON
 DB1349'1ST AVENUE FOR 1/2 BLOCK TO A DIRT ROAD ON THE LEFT.  TURN
 DB1349'LEFT AND GO EAST, UPHILL, FOR ABOUT 200 FEET TO A WATER
 DB1349'TANK.  PACK SOUTHEAST ALONG TRAIL FOR ABOUT 0.1 MILE TO
 DB1349'THE SUMMIT OF THE HILL AND THE STATION.
 DB1349'
 DB1349'THE STATION MARK IS A HALF-INCH IRON BOLT CEMENTED IN A
 DB1349'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 23 FEET SOUTHEAST
 DB1349'OF THE CENTER OF THE TRAIL, 6 FEET EAST OF THE CENTER OF
 DB1349'A SHALLOW DEPRESSION AND 3.5 FEET SOUTHEAST OF AN OLD PIPE
 DB1349'MARK THAT PROJECTS ABOUT 10 INCHES.
 DB1349'
 DB1349'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED YUMA NO
 DB1349'2 1934, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 DB1349'IT IS 19.8 FEET NORTH OF THE OLD PIPE MARK AND 14 FEET SOUTH
 DB1349'OF THE END OF THE TRAIL.
 DB1349'
 DB1349'REFERENCE MARK NO. 7 IS A STANDARD DISK, STAMPED YUMA AZI
 DB1349'STA NO 7 1911, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DB1349'BEDROCK.  IT IS 21 FEET SOUTHWEST OF THE OLD PIPE MARK AND
 DB1349'24 FEET SOUTHEAST OF THE TRAIL.
 DB1349'
 DB1349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DB1349
 DB1349                          STATION RECOVERY (1964)
 DB1349
 DB1349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DB1349'NOT OCCUPIED.
 DB1349
 DB1349                          STATION RECOVERY (1965)
 DB1349
 DB1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 DB1349'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1964 AND FOUND IN GOOD
 DB1349'CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE.  THIS STATION WAS NOT
 DB1349'OCCUPIED BUT WAS VISITED BY A LIGHTKEEPER.
 DB1349
 DB1349                          STATION RECOVERY (1974)
 DB1349
 DB1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1349'THE STATION, REFERENCE MARK 7 AND THE BENCH MARK WAS RECOVERED,
 DB1349'REFERENCE MARK 2 WAS NOT RECOVERED, BOTH REFERENCE MARKS HAVE BEEN
 DB1349'BEAT ON AND ARE SCARED UP.  THE DISTANCE AND DIRECTION TO BOTH
 DB1349'MARKS COMPARED FAVORABLY WITH THE OLD DATA.
 DB1349'
 DB1349'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DB1349'
 DB1349'STATION IS LOCATED ABOUT 0.15 MILE SOUTH OF THE BLACK HILL
 DB1349'MUNICIPAL WATER TANK, IT IS ON THE EAST SIDE OF YUMA AND ON PROPERTY
 DB1349'THAT IS OWNED BY THE CITY OF YUMA.
 DB1349'
 DB1349'TO REACH FROM 7TH STREET AND 1ST AVENUE ON THE EAST SIDE OF YUMA,
 DB1349'GO SOUTH ON THE EAST SIDE OF THE SIDE OF THE SIDE WALK OF 1ST AVENUE
 DB1349'FOR 0.05 MILE TO A GRAVEL ROAD THAT LEADS UP TO THE BLACK HILL
 DB1349'TANK.  TURN LEFT AND GO EAST UPHILL AND AROUND THE SOUTH SIDE OF
 DB1349'THE WATER TANK FOR 0.1 MILE AN ANTENNA AND SADDLE IN THE RIDGE.
 DB1349'FROM HERE PACK SOUTHERLY ON THE TRAIL FOR ABOUT 0.15 MILE TO THE
 DB1349'HIGHEST POINT OF HILL AND STATION.  THIS STATION CAN BE DRIVEN TO
 DB1349'WITH A 4-WHEEL-DRIVE JEEP.
 DB1349'
 DB1349'STATION MARK IS AN IRON BOLT CEMENTED IN A DRILL HOLE IN BEDROCK,
 DB1349'THE BOLT HAS A PUNCH MARK IN THE CENTER.  THE STATION IS IN A
 DB1349'6X3 FOOT OUTCROP BEDROCK.  IT IS 28.4 FEET SOUTHWEST OF AN IRON
 DB1349'BOLT AND 23.0 FEET SOUTHEAST OF THE TRAIL LEADING THE STATION.
 DB1349'
 DB1349'REFERENCE MARK 7 IS A STANDARD DISK STAMPED YUMA AZI STA NO 7
 DB1349'1911 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 24.0
 DB1349'FEET EAST-SOUTHEAST OF THE TRAIL AND ABOUT 1 FOOT LOWER THAN THE
 DB1349'STATION.  THE DISK IS IN VERY POOR CONDITION BECAUSE OF VANDALS.
 DB1349'
 DB1349'BENCH MARK IS A U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A 4-INCH
 DB1349'IRON PIPE WHICH PROJECTS 8 INCHES.  THE STAMPING IS NOT LEGIBLE,
 DB1349'IT WAS TOO CLOSE TO FOCUS ON WITH THE INSTRUMENT, AND THE BEDROCK
 DB1349'WHICH THE PIPE IS CEMENTED IN IS ABOUT THE SAME ELEVATION AS THE
 DB1349'STATION.
 DB1349'
 DB1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE EAST SIDE
 DB1349'OF YUMA.
 DB1349'
 DB1349'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 DB1349
 DB1349                          STATION RECOVERY (1976)
 DB1349
 DB1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CNN)
 DB1349'THE STATION MARK, REFERENCE MARK 7 AND THE USGS BM WERE RECOVERED.
 DB1349'THE STATION MARK WAS IN GOOD CONDITION, REFERENCE MARK 7 WAS
 DB1349'MUTILATED AND LOOSE AND ONLY A WEDGE SHAPED OF THE USGS BM WAS IN
 DB1349'PLACE.  REFERENCE MARK 7 WAS REPAIRED WITH EPOXY AND REFERENCE
 DB1349'MARK 8 WAS ESTABLISHED.
 DB1349'
 DB1349'REFERENCE MARK, 8 IS A STANDARD DISK STAMPED, YUMA AZIMUTH STATION
 DB1349'NO. 8 1911 1976.  IT IS SET IN A DRILL HOLE IN BEDROCK AT
 DB1349'HIGHEST PART OF THE HILL.
 DB1349'
 DB1349'TO REACH THE STATION FROM 4TH AVENUE AND 16TH STREET IN YUMA GO EAST
 DB1349'ALONG 16TH STREET FOR 0.25 MILE TO 1ST AVENUE.  TURN LEFT FOR 1 MILE
 DB1349'TO 8TH STREET.  CROSS INTERSECTION AND TURN RIGHT INTO A PRIVATE
 DB1349'PARKING AREA PACK TO TOP OF RIDGE AND ALONG RIDGE TO HIGHEST POINT
 DB1349'AND STATION.  A 5 MINUTE PACK.
 DB1349'
 DB1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT YUMA.
 DB1349'
 DB1349'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DB1349
 DB1349                          STATION RECOVERY (1981)
 DB1349
 DB1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GEL)
 DB1349'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DB1349'1976.  A STATION DISK STAMPED---YUMA AZIMUTH 1911 1976---WITH A HOLE
 DB1349'IN THE CENTER WAS SET AROUND THE IRON PIN, WHICH MARKS THE STATION
 DB1349'USING A WHITE EPOXY, IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1331 ***********************************************************************
 DB1331  DESIGNATION -  YUMA BLACK HILL MUNICIPAL TANK
 DB1331  PID         -  DB1331
 DB1331  STATE/COUNTY-  AZ/YUMA
 DB1331  USGS QUAD   -  YUMA EAST (1994)
 DB1331
 DB1331                         *CURRENT SURVEY CONTROL
 DB1331  ___________________________________________________________________
 DB1331* NAD 83(1992)-  32 42 48.68162(N)    114 37 08.58625(W)     ADJUSTED  
 DB1331* NAVD 88     -              **(meters)            **(feet)            
 DB1331  ___________________________________________________________________
 DB1331  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DB1331  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DB1331  HORZ ORDER  -  THIRD
 DB1331
 DB1331.The horizontal coordinates were established by classical geodetic methods
 DB1331.and adjusted by the National Geodetic Survey in August 1993.
 DB1331
 DB1331
 DB1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1331
 DB1331.The geoid height was determined by GEOID03.
 DB1331
 DB1331;                    North         East     Units Scale Factor Converg.
 DB1331;SPC AZ W     -   190,324.113   131,886.996   MT  1.00001515   -0 28 10.9
 DB1331;SPC AZ W     -   624,422.94    432,700.12   iFT  1.00001515   -0 28 10.9
 DB1331;SPC CA 6     -   561,844.016 2,152,903.669   MT  1.00001235   +0 53 46.4
 DB1331;SPC CA 6     - 1,843,316.58  7,063,318.12   sFT  1.00001235   +0 53 46.4
 DB1331;UTM  11      - 3,622,035.542   723,161.186   MT  1.00021412   +1 17 14.2
 DB1331
 DB1331                          SUPERSEDED SURVEY CONTROL
 DB1331
 DB1331  NAD 83(1986)-  32 42 48.69305(N)    114 37 08.59562(W) AD(       ) 4
 DB1331  NAD 27      -  32 42 48.52800(N)    114 37 05.76500(W) AD(       ) 3
 DB1331
 DB1331.Superseded values are not recommended for survey control.
 DB1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1331.See file dsdata.txt to determine how the superseded data were derived.
 DB1331
 DB1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2316122036(NAD 83)
 DB1331_MARKER: 53 = ELEVATED TANK
 DB1331
 DB1331  HISTORY     - Date     Condition        Report By
 DB1331  HISTORY     - 1954     FIRST OBSERVED   CGS
 DB1331  HISTORY     - 1956     GOOD             CGS
 DB1331  HISTORY     - 1974     GOOD             NGS
 DB1331
 DB1331                          STATION DESCRIPTION
 DB1331
 DB1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 DB1331'THE POINT INTERSECTED WAS THE APEX OF A CONE-SHAPED FINIAL
 DB1331'WHICH SUPPORTS A RED WARNING LIGHT AT THE TOP OF THE WATER
 DB1331'TANK.  THE TANK IS LOCATED IN THE SE PART OF YUMA, ABOUT 1
 DB1331'BLOCK E OF THE INTERSECTION OF FIRST AVENUE AND SEVENTH STREET.
 DB1331'
 DB1331'THE WATER TANK IS CYLINDRICAL IN SHAPE WITH A DOME-SHAPED
 DB1331'TOP.  IT IS SILVER IN COLOR, BEARING THE NAME YUMA IN BLACK
 DB1331'LETTERS.  IT IS 50 FT. HIGH, 33 FT. IN DIAMETER, AND HAS A
 DB1331'CAPACITY OF 500,000 GALLONS.  IT WAS ERECTED ABOUT 1934.
 DB1331'
 DB1331'THIS IS AN INTERSECTION STATION.
 DB1331
 DB1331                          STATION RECOVERY (1956)
 DB1331
 DB1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 DB1331'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DB1331
 DB1331                          STATION RECOVERY (1974)
 DB1331
 DB1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1331'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DB1331'
 DB1331'THIS STATIONS PREVIOUSLY PUBLISHED NAME WAS, YUMA BLACK
 DB1331'HILL MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1324 ***********************************************************************
 DB1324  DESIGNATION -  YUMA FED COMP WHSE CO E TANK
 DB1324  PID         -  DB1324
 DB1324  STATE/COUNTY-  AZ/YUMA
 DB1324  USGS QUAD   -  YUMA EAST (1994)
 DB1324
 DB1324                         *CURRENT SURVEY CONTROL
 DB1324  ___________________________________________________________________
 DB1324* NAD 83(1992)-  32 41 04.55786(N)    114 34 34.31838(W)     ADJUSTED  
 DB1324* NAVD 88     -              **(meters)            **(feet)            
 DB1324  ___________________________________________________________________
 DB1324  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DB1324  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB1324  HORZ ORDER  -  THIRD
 DB1324
 DB1324.The horizontal coordinates were established by classical geodetic methods
 DB1324.and adjusted by the National Geodetic Survey in August 1993.
 DB1324
 DB1324
 DB1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1324
 DB1324.The geoid height was determined by GEOID03.
 DB1324
 DB1324;                    North         East     Units Scale Factor Converg.
 DB1324;SPC AZ W     -   187,084.500   135,879.491   MT  1.00000733   -0 26 46.3
 DB1324;SPC AZ W     -   613,794.29    445,798.85   iFT  1.00000733   -0 26 46.3
 DB1324;SPC CA 6     -   558,700.483 2,156,972.271   MT  1.00001790   +0 55 11.2
 DB1324;SPC CA 6     - 1,833,003.17  7,076,666.53   sFT  1.00001790   +0 55 11.2
 DB1324;UTM  11      - 3,618,919.147   727,251.970   MT  1.00023685   +1 18 34.0
 DB1324
 DB1324                          SUPERSEDED SURVEY CONTROL
 DB1324
 DB1324  NAD 83(1986)-  32 41 04.56844(N)    114 34 34.32815(W) AD(       ) 4
 DB1324  NAD 27      -  32 41 04.40800(N)    114 34 31.52400(W) AD(       ) 3
 DB1324
 DB1324.Superseded values are not recommended for survey control.
 DB1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1324.See file dsdata.txt to determine how the superseded data were derived.
 DB1324
 DB1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2725218919(NAD 83)
 DB1324_MARKER: 53 = ELEVATED TANK
 DB1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1324+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 DB1324
 DB1324  HISTORY     - Date     Condition        Report By
 DB1324  HISTORY     - 1954     FIRST OBSERVED   CGS
 DB1324  HISTORY     - 1956     GOOD             CGS
 DB1324  HISTORY     - 1960     GOOD             CGS
 DB1324  HISTORY     - 1974     GOOD             NGS
 DB1324  HISTORY     - 19950523 GOOD             USPSQD
 DB1324  HISTORY     - 20050228 GOOD             GEOCAC
 DB1324
 DB1324                          STATION DESCRIPTION
 DB1324
 DB1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 DB1324'THE STATION IS THE TOP CENTER OF THE MORE E ONE OF TWO
 DB1324'100,000-GALLON WATER TANKS.  THE TANK IS A STEEL STRUCTURE
 DB1324'THAT IS LARGER IN DIAMETER THAN IN HEIGHT, AND IS SUPPORTED
 DB1324'BY FOUR ROUND PIPE-LIKE LEGS AND A CENTER PIPE WHICH IS
 DB1324'APPROXIMATELY 10 IN. IN DIAMETER.  THE TANK IS 126 FT. HIGH
 DB1324'AND IS PAINTED RED AND WHITE IN A CHECKER-BOARD PATTERN.
 DB1324'
 DB1324'THE STATION IS APPROXIMATELY 2-1/2 MI. SE OF YUMA, AND ABOUT
 DB1324'1 MI. S OF STATE HIGHWAY 95.
 DB1324'
 DB1324'THIS IS AN INTERSECTION STATION.
 DB1324
 DB1324                          STATION RECOVERY (1956)
 DB1324
 DB1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 DB1324'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DB1324
 DB1324                          STATION RECOVERY (1960)
 DB1324
 DB1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1324'THE CENTER AND APEX OF THE EAST TANK AT THE PLANT OF THE
 DB1324'FEDERAL WAREHOUSE AND COMPRESS COMPANY, SUPPORTED BY A
 DB1324'STEEL STRUCTURE, PAINTED CHECKERBOARD RED AND WHITE, ABOUT
 DB1324'2-1/2 MILES SOUTHEAST FROM YUMA.
 DB1324
 DB1324                          STATION RECOVERY (1974)
 DB1324
 DB1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1324'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DB1324'
 DB1324'THIS STATIONS PREVIOUSLY PUBLISHED NAME WAS, YUMA FED COMPRESS
 DB1324'AND WAREHOUSE CO E TANK.
 DB1324
 DB1324                          STATION RECOVERY (1995)
 DB1324
 DB1324'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB1324'RECOVERED IN GOOD CONDITION.
 DB1324
 DB1324                          STATION RECOVERY (2005)
 DB1324
 DB1324'RECOVERY NOTE BY GEOCACHING 2005 (HAN)
 DB1324'RECOVERED IN GOOD CONDITION BY HANSOHN. PAINTED RED AND WHITE
 DB1324'CHECKERBOARD PATTERN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1340 ***********************************************************************
 DB1340  DESIGNATION -  YUMA FED COMP WHSE CO W TANK
 DB1340  PID         -  DB1340
 DB1340  STATE/COUNTY-  AZ/YUMA
 DB1340  USGS QUAD   -  YUMA EAST (1994)
 DB1340
 DB1340                         *CURRENT SURVEY CONTROL
 DB1340  ___________________________________________________________________
 DB1340* NAD 83(1992)-  32 41 06.05168(N)    114 34 47.38765(W)     ADJUSTED  
 DB1340* NAVD 88     -              **(meters)            **(feet)            
 DB1340  ___________________________________________________________________
 DB1340  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DB1340  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DB1340  HORZ ORDER  -  THIRD
 DB1340
 DB1340.The horizontal coordinates were established by classical geodetic methods
 DB1340.and adjusted by the National Geodetic Survey in August 1993.
 DB1340
 DB1340
 DB1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1340
 DB1340.The geoid height was determined by GEOID03.
 DB1340
 DB1340;                    North         East     Units Scale Factor Converg.
 DB1340;SPC AZ W     -   187,133.173   135,539.389   MT  1.00000798   -0 26 53.3
 DB1340;SPC AZ W     -   613,953.98    444,683.03   iFT  1.00000798   -0 26 53.3
 DB1340;SPC CA 6     -   558,741.036 2,156,631.101   MT  1.00001782   +0 55 04.0
 DB1340;SPC CA 6     - 1,833,136.22  7,075,547.20   sFT  1.00001782   +0 55 04.0
 DB1340;UTM  11      - 3,618,957.387   726,910.459   MT  1.00023494   +1 18 27.0
 DB1340
 DB1340                          SUPERSEDED SURVEY CONTROL
 DB1340
 DB1340  NAD 83(1986)-  32 41 06.06233(N)    114 34 47.39742(W) AD(       ) 4
 DB1340  NAD 27      -  32 41 05.89000(N)    114 34 44.56700(W) AD(       ) 3
 DB1340
 DB1340.Superseded values are not recommended for survey control.
 DB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1340.See file dsdata.txt to determine how the superseded data were derived.
 DB1340
 DB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2691018957(NAD 83)
 DB1340_MARKER: 53 = ELEVATED TANK
 DB1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1340+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 DB1340
 DB1340  HISTORY     - Date     Condition        Report By
 DB1340  HISTORY     - 1954     FIRST OBSERVED   CGS
 DB1340  HISTORY     - 1960     GOOD             CGS
 DB1340  HISTORY     - 1974     GOOD             NGS
 DB1340  HISTORY     - 19950523 GOOD             USPSQD
 DB1340  HISTORY     - 20050228 GOOD             GEOCAC
 DB1340
 DB1340                          STATION DESCRIPTION
 DB1340
 DB1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 DB1340'THE CENTER AND APEX OF THE WEST TANK AT THE PLANT OF THE
 DB1340'FEDERAL WAREHOUSE AND COMPRESS COMPANY, SUPPORTED BY A STEEL
 DB1340'STRUCTURE, PAINTED CHECKERBOARD RED AND WHITE, ABOUT 2-1/2
 DB1340'MILES SOUTHEAST FROM YUMA.
 DB1340
 DB1340                          STATION RECOVERY (1974)
 DB1340
 DB1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1340'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DB1340'
 DB1340'THIS STATIONS PREVIOUSLY PUBLISHED NAME WAS, YUMA FED COMPRESS
 DB1340'AND WAREHOUSE CO W TANK.
 DB1340
 DB1340                          STATION RECOVERY (1995)
 DB1340
 DB1340'RECOVERY NOTE BY US POWER SQUADRON 1995
 DB1340'RECOVERED IN GOOD CONDITION.
 DB1340
 DB1340                          STATION RECOVERY (2005)
 DB1340
 DB1340'RECOVERY NOTE BY GEOCACHING 2005 (HAN)
 DB1340'RECOVERED IN GOOD CONDITION BY HANSOHN. TALL WATER TANK LOCATED WEST
 DB1340'OF AVENUE 3E AND NORTH OF EAST PALO VERDE STREET. PAINTED RED AND
 DB1340'WHITE CHECKERBOARD PATTERN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0250 ***********************************************************************
 DB0250  DESIGNATION -  YUMA GLOTRAC
 DB0250  PID         -  DB0250
 DB0250  STATE/COUNTY-  AZ/YUMA
 DB0250  USGS QUAD   -  YUMA EAST (1994)
 DB0250
 DB0250                         *CURRENT SURVEY CONTROL
 DB0250  ___________________________________________________________________
 DB0250* NAD 83(1992)-  32 39 10.90838(N)    114 35 29.88722(W)     ADJUSTED  
 DB0250* NAVD 88     -        83.98   (+/-2cm)     275.5    (feet)  VERTCON   
 DB0250  ___________________________________________________________________
 DB0250  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DB0250  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB0250  HORZ ORDER  -  SECOND
 DB0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0250
 DB0250.This mark is at Yuma Mcas-Yuma Intl Airport (YUM)
 DB0250
 DB0250.The horizontal coordinates were established by classical geodetic methods
 DB0250.and adjusted by the National Geodetic Survey in August 1993.
 DB0250
 DB0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0250.The vertical order pertains to the NGVD 29 superseded value.
 DB0250
 DB0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0250
 DB0250.The geoid height was determined by GEOID03.
 DB0250
 DB0250;                    North         East     Units Scale Factor Converg.
 DB0250;SPC AZ W     -   183,594.962   134,404.128   MT  1.00001018   -0 27 14.9
 DB0250;SPC AZ W     -   602,345.68    440,958.43   iFT  1.00001018   -0 27 14.9
 DB0250;SPC CA 6     -   555,176.730 2,155,580.478   MT  1.00002424   +0 54 40.7
 DB0250;SPC CA 6     - 1,821,442.32  7,072,100.28   sFT  1.00002424   +0 54 40.7
 DB0250;UTM  11      - 3,615,385.273   725,883.854   MT  1.00022921   +1 17 59.9
 DB0250
 DB0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0250!SPC AZ W     -   0.99999214  x   1.00001018  =   1.00000232
 DB0250!SPC CA 6     -   0.99999214  x   1.00002424  =   1.00001638
 DB0250!UTM  11      -   0.99999214  x   1.00022921  =   1.00022134
 DB0250
 DB0250:                Primary Azimuth Mark                     Grid Az
 DB0250:SPC AZ W     -  YUMA AZ STA RESET                        339 21 29.3
 DB0250:SPC CA 6     -  YUMA AZ STA RESET                        337 59 33.7
 DB0250:UTM  11      -  YUMA AZ STA RESET                        337 36 14.5
 DB0250
 DB0250|---------------------------------------------------------------------|
 DB0250| PID    Reference Object                     Distance      Geod. Az  |
 DB0250|                                                           dddmmss.s |
 DB0250| DB1349 YUMA AZ STA RESET                   APPROX. 7.0 KM 3385414.4 |
 DB0250|---------------------------------------------------------------------|
 DB0250
 DB0250                          SUPERSEDED SURVEY CONTROL
 DB0250
 DB0250  NAD 83(1986)-  32 39 10.91895(N)    114 35 29.89730(W) AD(       ) 2
 DB0250  NAD 27      -  32 39 10.74800(N)    114 35 27.06980(W) AD(       ) 2
 DB0250  NGVD 29 (??/??/??)   83.326  (m)          273.38   (f) ADJUSTED    2 0
 DB0250
 DB0250.Superseded values are not recommended for survey control.
 DB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0250.See file dsdata.txt to determine how the superseded data were derived.
 DB0250
 DB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2588415385(NAD 83)
 DB0250_MARKER: DB = BENCH MARK DISK
 DB0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0250+STABILITY: SURFACE MOTION
 DB0250
 DB0250  HISTORY     - Date     Condition        Report By
 DB0250  HISTORY     - 1964     MONUMENTED       CGS
 DB0250  HISTORY     - 1964     GOOD             NGS
 DB0250  HISTORY     - 1972     GOOD             NGS
 DB0250  HISTORY     - 1972     GOOD             NGS
 DB0250  HISTORY     - 19960305 GOOD             CHANCE
 DB0250
 DB0250                          STATION DESCRIPTION
 DB0250
 DB0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 DB0250'1.15 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE YUMA COUNTY
 DB0250'AIRPORT, THENCE 1.0 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE
 DB0250'0.6 MILE WEST ALONG 1ST STREET, THENCE 0.05 MILE SOUTH ALONG AN
 DB0250'ASPHALT ROAD, THENCE 0.05 MILE WEST ALONG AN ASPHALT ROAD,
 DB0250'THENCE 0.1 MILE SOUTH ALONG M STREET, THENCE 0.1 MILE EAST ALONG
 DB0250'A GRAVELED ROAD AND ON THE SUMMIT OF A STEEP, ROCKY HILL ABOUT
 DB0250'40 FEET HIGH.
 DB0250'
 DB0250'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MARIN,
 DB0250'DISTANCE BEING 3.2864 METERS (10.782 FEET) SOUTHEAST OF STATION
 DB0250'MARIN.  THE POINT TRAVERSED TO IS A DRILL HOLE IN THE CENTER OF A
 DB0250'THIN STEEL PLATE ABOUT 3 FEET SQUARE THAT IS EMBEDDED IN THE
 DB0250'CENTER OF AN 18-FOOT SQUARE CONCRETE SLAB.  THE DRILL HOLE IS AT
 DB0250'THE INTERSECTION OF 4 LINES SCRIBED IN THE STEEL.  THE SCRIBE
 DB0250'LINES CONNECT DIAMETRICALLY OPPOSED BOLTS IN A RING OF 8 BOLTS
 DB0250'PROJECTING FROM THE CONCRETE.
 DB0250
 DB0250                          STATION RECOVERY (1964)
 DB0250
 DB0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DB0250'6.6 MI SE FROM YUMA.
 DB0250'4.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 80 FROM THE
 DB0250'INTERSECTION WITH U.S. HIGHWAY 95 (SOUTH) IN YUMA, THENCE 1.0
 DB0250'MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 0.6 MILE WEST ALONG 1ST
 DB0250'STREET (ENTERING THE MARINE CORPS AIR STATION) THENCE 0.05 MILE
 DB0250'SOUTH ALONG AN ASPHALT ROAD, THENCE 0.05 MILE WEST ALONG AN
 DB0250'ASPHALT ROAD, THENCE 0.1 MILE SOUTH ALONG M STREET, THENCE 0.1
 DB0250'MILE EAST ALONG A GRAVELED ROAD AND ON THE SUMMIT OF A ROCKY
 DB0250'HILL ABOUT 40 FEET HIGH.  THE ROD WAS HELD ON A DRILL HOLE IN
 DB0250'THE CENTER OF A 3-FOOT SQUARE STEEL PLATE THAT IS EMBEDDED IN
 DB0250'THE CENTER OF AN 18-FOOT SQUARE CONCRETE SLAB.  THE DRILL HOLE
 DB0250'IS AT THE INTERSECTION OF 4 LINES SCRIBED IN THE STEEL.  THE
 DB0250'SCRIBE LINES CONNECT DIAMETRICALLY OPPOSED BOLTS IN A RING OF
 DB0250'8 BOLTS PROJECTING FROM THE CONCRETE.
 DB0250
 DB0250                          STATION RECOVERY (1972)
 DB0250
 DB0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 DB0250'THIS STATION WAS RECOVERED AS DESCRIBED.
 DB0250'
 DB0250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 DB0250'MILES SOUTHEAST OF YUMA, AT STATION MARIN 1964.
 DB0250
 DB0250                          STATION RECOVERY (1972)
 DB0250
 DB0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DB0250'RECOVERED IN GOOD CONDITION.
 DB0250
 DB0250                          STATION RECOVERY (1996)
 DB0250
 DB0250'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 DB0250'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1339 ***********************************************************************
 DB1339  DESIGNATION -  YUMA LATITUDE STATION
 DB1339  PID         -  DB1339
 DB1339  STATE/COUNTY-  AZ/YUMA
 DB1339  USGS QUAD   -  YUMA EAST (1994)
 DB1339
 DB1339                         *CURRENT SURVEY CONTROL
 DB1339  ___________________________________________________________________
 DB1339* NAD 83(1992)-  32 43 37.40606(N)    114 37 22.29949(W)     ADJUSTED  
 DB1339* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 DB1339  ___________________________________________________________________
 DB1339  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DB1339  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DB1339  HORZ ORDER  -  THIRD
 DB1339
 DB1339.The horizontal coordinates were established by classical geodetic methods
 DB1339.and adjusted by the National Geodetic Survey in August 1993.
 DB1339
 DB1339.The orthometric height was scaled from a topographic map.
 DB1339
 DB1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1339
 DB1339.The geoid height was determined by GEOID03.
 DB1339
 DB1339;                    North         East     Units Scale Factor Converg.
 DB1339;SPC AZ W     -   191,827.997   131,542.233   MT  1.00001585   -0 28 18.9
 DB1339;SPC AZ W     -   629,356.95    431,569.01   iFT  1.00001585   -0 28 18.9
 DB1339;SPC CA 6     -   563,339.246 2,152,523.154   MT  1.00000984   +0 53 38.9
 DB1339;SPC CA 6     - 1,848,222.18  7,062,069.71   sFT  1.00000984   +0 53 38.9
 DB1339;UTM  11      - 3,623,528.441   722,770.389   MT  1.00021197   +1 17 08.5
 DB1339
 DB1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1339!SPC AZ W     -   0.99999829  x   1.00001585  =   1.00001414
 DB1339!SPC CA 6     -   0.99999829  x   1.00000984  =   1.00000813
 DB1339!UTM  11      -   0.99999829  x   1.00021197  =   1.00021026
 DB1339
 DB1339                          SUPERSEDED SURVEY CONTROL
 DB1339
 DB1339  NAD 83(1986)-  32 43 37.41690(N)    114 37 22.30878(W) AD(       ) 3
 DB1339  NAD 27      -  32 43 37.25500(N)    114 37 19.47700(W) AD(       ) 3
 DB1339
 DB1339.Superseded values are not recommended for survey control.
 DB1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1339.See file dsdata.txt to determine how the superseded data were derived.
 DB1339
 DB1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2277023528(NAD 83)
 DB1339_MARKER: Z = SEE DESCRIPTION
 DB1339_SETTING: 0 = UNSPECIFIED SETTING
 DB1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1339
 DB1339  HISTORY     - Date     Condition        Report By
 DB1339  HISTORY     - 1892     MONUMENTED       CGS
 DB1339  HISTORY     - 1956     GOOD             CGS
 DB1339
 DB1339                          STATION DESCRIPTION
 DB1339
 DB1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (CHS)
 DB1339'STATION IS IN THE E END OF THE OLD ADOBE BUILDING WHICH FORMS
 DB1339'PART OF THE N SIDE OF THE CORRAL ON THE GOVERNMENT RESERVATION
 DB1339'KNOWN AS THE YUMA QUARTERMASTERS DEPOT RESERVATION.  THIS
 DB1339'DEPOT HAS BEEN ABANDONED FOR SEVERAL YEARS.
 DB1339'
 DB1339'THE STATION IS MARKED BY A BRICK PIER 17 INCHES SQUARE AND
 DB1339'3 FEET HIGH.  A BRICK LONGITUDE PIER IS 1.7 METERS SE OF
 DB1339'THE STATION.
 DB1339
 DB1339                          STATION RECOVERY (1956)
 DB1339
 DB1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 DB1339'NO TRACE WAS FOUND OF STATION.  THE OLD QUARTERMASTERS DEPOT
 DB1339'HAS BEEN PARTLY TORN DOWN AND REMODELED, NONE OF THE BUILDINGS
 DB1339'REFERRED TO IN THE DESCRIPTION CAN BE IDENTIFIED.  THE
 DB1339'RESERVATION IS NOW USED AS HEADQUARTERS FOR THE U.S. BORDER
 DB1339'PATROL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1233 ***********************************************************************
 DB1233  DESIGNATION -  YUMA NCMN 7894
 DB1233  PID         -  DB1233
 DB1233  STATE/COUNTY-  AZ/YUMA
 DB1233  USGS QUAD   -  RED BLUFF MOUNTAIN NW (1986)
 DB1233
 DB1233                         *CURRENT SURVEY CONTROL
 DB1233  ___________________________________________________________________
 DB1233* NAD 83(2007)-  32 56 20.86828(N)    114 12 11.25049(W)     ADJUSTED  
 DB1233* NAVD 88     -       272.3    (meters)     893.     (feet)  GPS OBS   
 DB1233  ___________________________________________________________________
 DB1233  EPOCH DATE  -        2007.00
 DB1233  X           -  -2,196,777.355 (meters)                     COMP
 DB1233  Y           -  -4,887,338.319 (meters)                     COMP
 DB1233  Z           -   3,448,425.138 (meters)                     COMP
 DB1233  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DB1233  ELLIP HEIGHT-         239.215 (meters)          (02/10/07) ADJUSTED
 DB1233  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DB1233
 DB1233  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DB1233  Type    PID    Designation                      North   East  Ellip
 DB1233  -------------------------------------------------------------------
 DB1233  NETWORK DB1233 YUMA NCMN 7894                    0.63   1.31   3.82
 DB1233  -------------------------------------------------------------------
 DB1233
 DB1233.The horizontal coordinates were established by GPS observations
 DB1233.and adjusted by the National Geodetic Survey in February 2007.
 DB1233
 DB1233.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DB1233.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DB1233.The horizontal coordinates are valid at the epoch date displayed above.
 DB1233.The epoch date for horizontal control is a decimal equivalence
 DB1233.of Year/Month/Day.
 DB1233
 DB1233.The orthometric height was determined by GPS observations and a
 DB1233.high-resolution geoid model.
 DB1233
 DB1233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DB1233
 DB1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1233
 DB1233.The ellipsoidal height was determined by GPS observations
 DB1233.and is referenced to NAD 83.
 DB1233
 DB1233.The geoid height was determined by GEOID03.
 DB1233
 DB1233;                    North         East     Units Scale Factor Converg.
 DB1233;SPC AZ W     -   215,099.779   170,987.589   MT  0.99995546   -0 14 47.0
 DB1233;SPC AZ W     -   705,707.94    560,982.90   iFT  0.99995546   -0 14 47.0
 DB1233;UTM  11      - 3,648,011.015   761,494.422   MT  1.00044321   +1 31 18.0
 DB1233
 DB1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1233!SPC AZ W     -   0.99996244  x   0.99995546  =   0.99991791
 DB1233!UTM  11      -   0.99996244  x   1.00044321  =   1.00040564
 DB1233
 DB1233|---------------------------------------------------------------------|
 DB1233| PID    Reference Object                     Distance      Geod. Az  |
 DB1233|                                                           dddmmss.s |
 DB1233| DB1728 YUMA NCMN RM 2                      100.309 METERS 21125     |
 DB1233| DB1729 YUMA NCMN RM 3                       63.817 METERS 34223     |
 DB1233|---------------------------------------------------------------------|
 DB1233
 DB1233                          SUPERSEDED SURVEY CONTROL
 DB1233
 DB1233  ELLIP H (06/11/02)  239.199  (m)                       GP(       ) 3 2
 DB1233  ELLIP H (11/21/00)  239.349  (m)                       GP(       ) 3 1
 DB1233  NAD 83(1986)-  32 56 20.87639(N)    114 12 11.25570(W) AD(       ) B
 DB1233  NAD 83(1986)-  32 56 20.87639(N)    114 12 11.25570(W) AD(       ) B
 DB1233  ELLIP H (09/04/92)  239.431  (m)                       GP(       ) 3 1
 DB1233  NAD 83(1992)-  32 56 20.86682(N)    114 12 11.24969(W) AD(       ) A
 DB1233  ELLIP H (04/03/92)  239.431  (m)                       GP(       ) 1 1
 DB1233  NAD 83(1986)-  32 56 20.86721(N)    114 12 11.25036(W) AD(       ) 1
 DB1233  NGVD 29 (12/04/91)  271.9    (m)          892.     (f) GPS OBS     3  
 DB1233
 DB1233.Superseded values are not recommended for survey control.
 DB1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1233.See file dsdata.txt to determine how the superseded data were derived.
 DB1233
 DB1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS6149448011(NAD 83)
 DB1233_MARKER: DD = SURVEY DISK
 DB1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1233_SP_SET: SET IN CONCRETE LIGHT STRUCTURE
 DB1233_STAMPING: YUMA NCMN 1983
 DB1233_MARK LOGO: NGS   
 DB1233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DB1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DB1233+STABILITY: POSITION/ELEVATION WELL
 DB1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DB1233+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 DB1233
 DB1233  HISTORY     - Date     Condition        Report By
 DB1233  HISTORY     - 1983     MONUMENTED       NGS
 DB1233  HISTORY     - 1986     GOOD             NGS
 DB1233  HISTORY     - 19910318 GOOD             NGS
 DB1233  HISTORY     - 19920409 GOOD             NGS
 DB1233  HISTORY     - 19930222 GOOD
 DB1233  HISTORY     - 19950411 GOOD             DOD
 DB1233  HISTORY     - 20000501 GOOD             NGS
 DB1233  HISTORY     - 20081208 GOOD             INDIV
 DB1233
 DB1233                          STATION DESCRIPTION
 DB1233
 DB1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DB1233'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 DB1233'DETERMINATION OF REGIONAL DEFORMATION AND INTERCOMPARISON OF
 DB1233'MEASUREMENT TECHNIQUES.
 DB1233'SITE DESCRIPTION - THE NEW SITE IS LOCATED ON AN ABANDONED MORTAR
 DB1233'GP-21A PAD ON THE US ARMY YUMA PROVING GROUNDS.  THE OBSERVING
 DB1233'MONUMENT IS SET IN THE MORTAR PAD TO THE WEST OF THE GUN MOUNT AREA.
 DB1233'THE ELECTRONICS VAN FOR THE MOBILE VLBI SYSTEMS LOCATED ON THE EAST
 DB1233'SIDE OF THIS GUN MOUNT.  BOLT INSERTS HAVE BEEN PLACED IN THE PAD
 DB1233'AROUND THE OBSERVING MONUMENT MAKING IT COMPATIBLE FOR OCCUPATION BY
 DB1233'TLRS-3 OR -4.
 DB1233'THE MARK IS AN NGS STATION DISK.
 DB1233'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 8 AND U.S. 95
 DB1233'TRAVEL EAST ON 95 FOR APPROXIMATELY 24 MILES (PASSING YUMA PG ADMIN
 DB1233'OFFICE NEAR 20 MI) TO ABERDEEN RD.  TURN RIGHT TO GUARD GATE AT 1
 DB1233'MILE.  CHECK IN WITH GUARD.  PAST THE GUARD GATE TURN LEFT AT FIRST
 DB1233'INTERSECTION ONTO WEST 3 RD AND PROCEED 4.8 MILES TO A JOG RIGHT,
 DB1233'WHERE IT BECOMES 20TH ST.  AT THE INTERSECTION WITH FIRING FRONT RD
 DB1233'TURN LEFT, GO 0.3 MILE TO MORTAR RANGE RD.  USE PHONE ON POLE 6666
 DB1233'FOR CLEARANCE TO GP 21A.  GO 5.8 MILES DOWN MORTAR RANGE RD (RIGHT
 DB1233'TURN) TO TOWER 13.1.  TURN LEFT AND GO 0.7 MILE TO SITE NEAR SMALL
 DB1233'BUILDING AND 21A.
 DB1233'SITE TOPO MAP - IMPERIAL RESERVOIR, AR,. USGS.
 DB1233'GEOLOGICAL PROVINCE - MOJAVE DESERT
 DB1233'LOCAL GEOLOGY - QUATERNARY ALLUVIUM.
 DB1233'COMMENTS - THE ORIGINAL SITE WAS OCCUPIED BY MV-2. THE NEW SITE WAS
 DB1233'CHOSEN FOR SAFETY REASONS.  NO TIE HAS BEEN MADE BETWEEN THE TWO
 DB1233'SITES.
 DB1233
 DB1233                          STATION RECOVERY (1986)
 DB1233
 DB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 DB1233'THE STATION WAS RECOVERED AT THIS DATE,
 DB1233'IN GOOD CONDITION.
 DB1233'
 DB1233'THE STATION IS LOCATED ABOUT 56.3 KM (35 MI) NORTH OF YUMA, ON THE
 DB1233'U.S. ARMY YUMA PROVING GROUNDS, ON THE KOFA FIRING RANGE, ON
 DB1233'THE CONCRETE FOUNDATION OF GUN POSITION PAD 21A.
 DB1233'OWNERSHIP--U.S. ARMY YUMA PROVING GROUNDS, ATTN- STEYP-SE-I, YUMA
 DB1233'AZ 85365-9102, SECURITY OFFICE PHONE 602-328-2019.
 DB1233'
 DB1233'TO REACH THE STATION FROM THE INTERSECTION OF YUMA PROVING GROUNDS
 DB1233'IMPERIAL DAM ROAD AND STATE HIGHWAY 95, GO NORTH FOR
 DB1233'5.1 KM (3.2 MI) ON HIGHWAY 95 TO A PAVED ROAD RIGHT.
 DB1233'TURN RIGHT AND GO EAST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD TO THE
 DB1233'KOFA RANGE GUARD GATE.  PASS THROUGH GATE AND GO EAST FOR 1.0 KM
 DB1233'(0.6 MI) ON THE PAVED ROAD TO A PAVED ROAD LEFT.
 DB1233'TURN LEFT AND GO NORTH FOR 7.6 KM (4.7 MI) ON 3RD ST THROUGH A
 DB1233'SERIES OF SMALL HILLS TO THE END OF PAVEMENT.
 DB1233'TURN LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) ON FIRING LINE ROAD
 DB1233'(DIRT ROAD) TO A DIRT ROAD RIGHT.
 DB1233'TURN RIGHT AND GO EAST FOR 8.9 KM (5.5 MI) ON THE DIRT ROAD TO
 DB1233'OBSERVATION TOWER 13.1.
 DB1233'TURN LEFT AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE DIRT ROAD TO
 DB1233'MORTAR PAD GP21A AND THE STATION.
 DB1233'
 DB1233'THE STATION IS A STANDARD NGS DISK
 DB1233'STAMPED---YUMA NCMN 1983---,
 DB1233'SET INTO A DRILL HOLE IN A CONCRETE SLAB.  LOCATED
 DB1233'15.24 METERS (50.0 FT) WEST FROM THE CONCRETE WALL OF BUNKER,
 DB1233'5.79 METERS (19.0 FT) SOUTHWEST FROM A GUN MOUNT,
 DB1233'3.96 METERS (13.0 FT) EAST FROM THE WEST EDGE OF THE MORTAR PAD AND
 DB1233'3.20 METERS (10.5 FT) NORTH FROM THE SOUTH EDGE OF THE MORTAR PAD.
 DB1233'
 DB1233'SALTON TROUGH CRUSTAL-MOTION MONITORING, SOUTHERN CALIFORNIA,
 DB1233'MAY-JUNE 1986.
 DB1233'
 DB1233'THIS STATION SUITABLE FOR GPS SURVEYS.
 DB1233'
 DB1233'DESCRIBED BY S.E. RANDALL.
 DB1233
 DB1233                          STATION RECOVERY (1991)
 DB1233
 DB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DB1233'THE STATION IS LOCATED ABOUT 56.3 KM (35.0 MI) NORTH OF YUMA, ON THE
 DB1233'U.S. ARMY YUMA PROVING GROUNDS, ON THE KOFA FIRING RANGE, ON THE
 DB1233'CONCRETE FOUNDATION OF GUN POSITION PAD 21A.  OWNERSHIP--U.S. ARMY
 DB1233'YUMA PROVING GROUNDS, ATTN--STEYP-LE-S, MR RICHARD OLIVER, YUMA AZ,
 DB1233'85365-9102, SECURITY OFFICE PHONE 602-328-2019 AND STEYP-MT-R, MR
 DB1233'WILLIAM VAN ORDEN OR MR LARRY SWINFORD, PHONE 602-328-6105.
 DB1233'TO REACH THE STATION FROM THE JUNCTION OF YUMA PROVING GROUNDS
 DB1233'IMPERIAL DAM ROAD AND STATE HIGHWAY 95, GO NORTH FOR 5.1 KM (3.2 MI)
 DB1233'ON HIGHWAY 95 TO A PAVED ROAD RIGHT, ABERDEEN ROAD.  TURN RIGHT AND GO
 DB1233'EAST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD TO THE KOFA RANGE GUARD
 DB1233'GATE.  PASS THROUGH GATE AND GO EAST FOR 1.0 KM (0.6 MI) ON THE PAVED
 DB1233'ROAD TO A CROSSROAD, WEST 3RD AVENUE.  TURN LEFT AND GO NORTH FOR 7.9
 DB1233'KM (4.9 MI) ON WEST 3RD AVENUE, THROUGH A SERIES OF SMALL HILLS TO
 DB1233'THE END OF PAVEMENT.  TURN LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) ON
 DB1233'FIRING FRONT ROAD TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR
 DB1233'9.1 KM (5.7 MI) ON THE GRAVEL ROAD TO OBSERVATION TOWER 13.1.  TURN
 DB1233'LEFT AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE GRAVEL ROAD TO MORTAR
 DB1233'PAD GP21A AND THE STATION.
 DB1233'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN A CONCRETE
 DB1233'SLAB.  LOCATED 15.24 M (50.00 FT) WEST FROM THE CONCRETE WALL OF
 DB1233'BUNKER, 5.79 M (19.00 FT) SOUTHWEST FROM A GUN MOUNT, 3.96 M
 DB1233'(12.99 FT) EAST FROM THE WEST EDGE OF THE MORTAR PAD AND 3.20 M
 DB1233'(10.50 FT) NORTH FROM THE SOUTH EDGE OF THE MORTAR PAD.
 DB1233
 DB1233                          STATION RECOVERY (1992)
 DB1233
 DB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DB1233'TO REACH THE STATION FROM THE JUNCTION OF YUMA PROVING GROUNDS
 DB1233'IMPERIAL DAM ROAD AND STATE HIGHWAY 95, GO NORTH FOR 5.1 KM (3.2 MI)
 DB1233'ON HIGHWAY 95 TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON PAVED ROAD
 DB1233'FOR 0.6 KM (0.4 MI) TO THE KOFA RANGE GUARD GATE.  PASS THROUGH GATE
 DB1233'AND GO EAST ON PAVED ROAD FOR 1.0 KM (0.6 MI) TO A PAVED ROAD LEFT.
 DB1233'TURN LEFT, NORTH, ON 3RD STREET THROUGH A SERIES OF SMALL HILLS FOR
 DB1233'7.9 KM (4.9 MI) TO THE END OF PAVEMENT.  TURN LEFT, NORTH, ON FIRING
 DB1233'FRONT ROAD FOR 0.6 KM (0.4 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT,
 DB1233'EAST, ON DIRT ROAD FOR 9.1 KM (5.7 MI) TO OBSERVATION TOWER 13.1.
 DB1233'TURN LEFT, NORTH, ON DIRT ROAD FOR 0.8 KM (0.5 MI) TO MORTAR PAD
 DB1233'GP21A AND THE STATION.
 DB1233'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE SLAB.
 DB1233'LOCATED 15.24 M (50.00 FT) WEST OF THE CONCRETE WALL OF BUNKER, 5.79
 DB1233'M (19.00 FT) SOUTHWEST OF A GUN MOUNT, 3.96 M (12.99 FT) EAST OF THE
 DB1233'WEST EDGE OF THE MORTAR PAD AND 3.20 M (10.50 FT) NORTH OF THE SOUTH
 DB1233'EDGE OF THE MORTAR PAD.
 DB1233
 DB1233                          STATION RECOVERY (1993)
 DB1233
 DB1233'RECOVERED 1993
 DB1233'RECOVERED IN GOOD CONDITION.
 DB1233
 DB1233                          STATION RECOVERY (1995)
 DB1233
 DB1233'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1995 (ATD)
 DB1233'RECOVERED AS DESCRIBED.
 DB1233
 DB1233                          STATION RECOVERY (2000)
 DB1233
 DB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DM)
 DB1233'RECOVERED AS DESCRIBED.
 DB1233
 DB1233                          STATION RECOVERY (2008)
 DB1233
 DB1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RLY)
 DB1233'STAMPING ON MONUMENT IS INCONSISTENT WITH DATA SHEET. MONUMENT IS
 DB1233'STAMPED YUMA NCMM 1983 AND NOT NCMN. THE STATION FIT THE REFERENCE
 DB1233'DISTANCES ON THE DATA SHEET AND THE COORDINATES WERE VERIFIED DURING A
 DB1233'SURVEY OF THE YUMA PROVING GROUNDS IN YUMA AZ
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1371 ***********************************************************************
 DB1371  DESIGNATION -  YUMA RADIO STATION KYMA MAST
 DB1371  PID         -  DB1371
 DB1371  STATE/COUNTY-  AZ/YUMA
 DB1371  USGS QUAD   -  YUMA WEST (1979)
 DB1371
 DB1371                         *CURRENT SURVEY CONTROL
 DB1371  ___________________________________________________________________
 DB1371* NAD 83(1992)-  32 42 54.72867(N)    114 38 58.79354(W)     ADJUSTED  
 DB1371* NAVD 88     -              **(meters)            **(feet)            
 DB1371  ___________________________________________________________________
 DB1371  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DB1371  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DB1371  HORZ ORDER  -  THIRD
 DB1371
 DB1371.The horizontal coordinates were established by classical geodetic methods
 DB1371.and adjusted by the National Geodetic Survey in August 1993.
 DB1371
 DB1371
 DB1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1371
 DB1371.The geoid height was determined by GEOID03.
 DB1371
 DB1371;                    North         East     Units Scale Factor Converg.
 DB1371;SPC AZ W     -   190,534.335   129,018.520   MT  1.00002102   -0 29 10.6
 DB1371;SPC AZ W     -   625,112.65    423,289.11   iFT  1.00002102   -0 29 10.6
 DB1371;SPC CA 6     -   561,985.805 2,150,031.013   MT  1.00001204   +0 52 45.9
 DB1371;SPC CA 6     - 1,843,781.76  7,053,893.42   sFT  1.00001204   +0 52 45.9
 DB1371;UTM  11      - 3,622,157.738   720,287.071   MT  1.00019840   +1 16 14.8
 DB1371
 DB1371                          SUPERSEDED SURVEY CONTROL
 DB1371
 DB1371  NAD 83(1986)-  32 42 54.74038(N)    114 38 58.80273(W) AD(       ) 4
 DB1371  NAD 27      -  32 42 54.57000(N)    114 38 55.96000(W) AD(       ) 3
 DB1371
 DB1371.Superseded values are not recommended for survey control.
 DB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1371.See file dsdata.txt to determine how the superseded data were derived.
 DB1371
 DB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2028722158(NAD 83)
 DB1371_MARKER: 42 = RADIO/TV MAST
 DB1371
 DB1371  HISTORY     - Date     Condition        Report By
 DB1371  HISTORY     - 1954     FIRST OBSERVED   CGS
 DB1371
 DB1371                          STATION DESCRIPTION
 DB1371
 DB1371'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1373 ***********************************************************************
 DB1373  DESIGNATION -  YUMA RADIO STATION KYUM S MAST
 DB1373  PID         -  DB1373
 DB1373  STATE/COUNTY-  AZ/YUMA
 DB1373  USGS QUAD   -  YUMA WEST (1979)
 DB1373
 DB1373                         *CURRENT SURVEY CONTROL
 DB1373  ___________________________________________________________________
 DB1373* NAD 83(1992)-  32 43 22.71762(N)    114 38 37.27500(W)     ADJUSTED  
 DB1373* NAVD 88     -              **(meters)            **(feet)            
 DB1373  ___________________________________________________________________
 DB1373  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DB1373  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DB1373  HORZ ORDER  -  THIRD
 DB1373
 DB1373.The horizontal coordinates were established by classical geodetic methods
 DB1373.and adjusted by the National Geodetic Survey in August 1993.
 DB1373
 DB1373
 DB1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1373
 DB1373.The geoid height was determined by GEOID03.
 DB1373
 DB1373;                    North         East     Units Scale Factor Converg.
 DB1373;SPC AZ W     -   191,391.792   129,586.173   MT  1.00001984   -0 28 59.3
 DB1373;SPC AZ W     -   627,925.83    425,151.49   iFT  1.00001984   -0 28 59.3
 DB1373;SPC CA 6     -   562,856.541 2,150,578.063   MT  1.00001059   +0 52 57.7
 DB1373;SPC CA 6     - 1,846,638.50  7,055,688.20   sFT  1.00001059   +0 52 57.7
 DB1373;UTM  11      - 3,623,032.356   720,828.261   MT  1.00020135   +1 16 27.4
 DB1373
 DB1373                          SUPERSEDED SURVEY CONTROL
 DB1373
 DB1373  NAD 83(1986)-  32 43 22.72923(N)    114 38 37.28438(W) AD(       ) 4
 DB1373  NAD 27      -  32 43 22.56400(N)    114 38 34.45100(W) AD(       ) 3
 DB1373
 DB1373.Superseded values are not recommended for survey control.
 DB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1373.See file dsdata.txt to determine how the superseded data were derived.
 DB1373
 DB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2082823032(NAD 83)
 DB1373_MARKER: 42 = RADIO/TV MAST
 DB1373
 DB1373  HISTORY     - Date     Condition        Report By
 DB1373  HISTORY     - 1954     FIRST OBSERVED   CGS
 DB1373
 DB1373                          STATION DESCRIPTION
 DB1373
 DB1373'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1377 ***********************************************************************
 DB1377  DESIGNATION -  YUMA RADIO STATION KYUM N MAST
 DB1377  PID         -  DB1377
 DB1377  STATE/COUNTY-  AZ/YUMA
 DB1377  USGS QUAD   -  YUMA WEST (1979)
 DB1377
 DB1377                         *CURRENT SURVEY CONTROL
 DB1377  ___________________________________________________________________
 DB1377* NAD 83(1992)-  32 43 26.34208(N)    114 38 37.27207(W)     ADJUSTED  
 DB1377* NAVD 88     -              **(meters)            **(feet)            
 DB1377  ___________________________________________________________________
 DB1377  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 DB1377  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DB1377  HORZ ORDER  -  THIRD
 DB1377
 DB1377.The horizontal coordinates were established by classical geodetic methods
 DB1377.and adjusted by the National Geodetic Survey in August 1993.
 DB1377
 DB1377
 DB1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1377
 DB1377.The geoid height was determined by GEOID03.
 DB1377
 DB1377;                    North         East     Units Scale Factor Converg.
 DB1377;SPC AZ W     -   191,503.443   129,587.191   MT  1.00001984   -0 28 59.3
 DB1377;SPC AZ W     -   628,292.14    425,154.83   iFT  1.00001984   -0 28 59.3
 DB1377;SPC CA 6     -   562,968.183 2,150,576.420   MT  1.00001041   +0 52 57.7
 DB1377;SPC CA 6     - 1,847,004.78  7,055,682.80   sFT  1.00001041   +0 52 57.7
 DB1377;UTM  11      - 3,623,144.006   720,825.854   MT  1.00020133   +1 16 27.6
 DB1377
 DB1377                          SUPERSEDED SURVEY CONTROL
 DB1377
 DB1377  NAD 83(1986)-  32 43 26.35376(N)    114 38 37.28145(W) AD(       ) 4
 DB1377  NAD 27      -  32 43 26.18900(N)    114 38 34.44700(W) AD(       ) 3
 DB1377
 DB1377.Superseded values are not recommended for survey control.
 DB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1377.See file dsdata.txt to determine how the superseded data were derived.
 DB1377
 DB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2082623144(NAD 83)
 DB1377_MARKER: 42 = RADIO/TV MAST
 DB1377
 DB1377  HISTORY     - Date     Condition        Report By
 DB1377  HISTORY     - 1954     FIRST OBSERVED   CGS
 DB1377  HISTORY     - 1956     GOOD             CGS
 DB1377  HISTORY     - 1974     GOOD             NGS
 DB1377
 DB1377                          STATION DESCRIPTION
 DB1377
 DB1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 DB1377'THE TWO MASTS FOR RADIO STATION KYUM ARE LOCATED ON THE W
 DB1377'SIDE OF YUMA, DIRECTLY BEHIND THE STATION BUILDING AT 1901
 DB1377'FIRST STREET.  THE MASTS ARE 315 FT. HIGH, PAINTED IN ALTERNATE
 DB1377'SECTIONS OF RED AND WHITE, AND APPROXIMATELY 365 FT. APART
 DB1377'IN A N-S RANGE.
 DB1377'
 DB1377'RADIO STATION KYUM TRANSMITS ON A STANDARD BROADCASTING
 DB1377'FREQUENCY OF 560 KILOCYCLES.
 DB1377'
 DB1377'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT ON THE TOP
 DB1377'OF THE MAST.
 DB1377'
 DB1377'THIS IS AN INTERSECTION STATION.
 DB1377
 DB1377                          STATION RECOVERY (1956)
 DB1377
 DB1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 DB1377'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DB1377
 DB1377                          STATION RECOVERY (1974)
 DB1377
 DB1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 DB1377'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DB1377'
 DB1377'THIS STATIONS PREVIOUSLY PUBLISHED NAME WAS, YUMA RADIO
 DB1377'STATION KYUM NORTH MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1375 ***********************************************************************
 DB1375  DESIGNATION -  YUMA WEST BASE
 DB1375  PID         -  DB1375
 DB1375  STATE/COUNTY-  AZ/YUMA
 DB1375  USGS QUAD   -  YUMA WEST (1979)
 DB1375
 DB1375                         *CURRENT SURVEY CONTROL
 DB1375  ___________________________________________________________________
 DB1375* NAD 83(1992)-  32 41 57.95608(N)    114 37 57.68448(W)     ADJUSTED  
 DB1375* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 DB1375  ___________________________________________________________________
 DB1375  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DB1375  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DB1375  HORZ ORDER  -  SECOND
 DB1375
 DB1375.The horizontal coordinates were established by classical geodetic methods
 DB1375.and adjusted by the National Geodetic Survey in August 1993.
 DB1375
 DB1375.The orthometric height was scaled from a topographic map.
 DB1375
 DB1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1375
 DB1375.The geoid height was determined by GEOID03.
 DB1375
 DB1375;                    North         East     Units Scale Factor Converg.
 DB1375;SPC AZ W     -   188,772.086   130,595.355   MT  1.00001777   -0 28 36.8
 DB1375;SPC AZ W     -   619,330.99    428,462.45   iFT  1.00001777   -0 28 36.8
 DB1375;SPC CA 6     -   560,261.648 2,151,649.391   MT  1.00001502   +0 53 19.5
 DB1375;SPC CA 6     - 1,838,125.09  7,059,203.04   sFT  1.00001502   +0 53 19.5
 DB1375;UTM  11      - 3,620,444.341   721,917.487   MT  1.00020730   +1 16 45.9
 DB1375
 DB1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1375!SPC AZ W     -   0.99999563  x   1.00001777  =   1.00001340
 DB1375!SPC CA 6     -   0.99999563  x   1.00001502  =   1.00001065
 DB1375!UTM  11      -   0.99999563  x   1.00020730  =   1.00020293
 DB1375
 DB1375:                Primary Azimuth Mark                     Grid Az
 DB1375:SPC AZ W     -  YUMA AZ STA RESET                        044 53 15.0
 DB1375:SPC CA 6     -  YUMA AZ STA RESET                        043 31 18.7
 DB1375:UTM  11      -  YUMA AZ STA RESET                        043 07 52.3
 DB1375
 DB1375|---------------------------------------------------------------------|
 DB1375| PID    Reference Object                     Distance      Geod. Az  |
 DB1375|                                                           dddmmss.s |
 DB1375| DB1349 YUMA AZ STA RESET                   APPROX. 1.9 KM 0442438.2 |
 DB1375|---------------------------------------------------------------------|
 DB1375
 DB1375                          SUPERSEDED SURVEY CONTROL
 DB1375
 DB1375  NAD 83(1986)-  32 41 57.96817(N)    114 37 57.69380(W) AD(       ) 2
 DB1375  NAD 27      -  32 41 57.79800(N)    114 37 54.86200(W) AD(       ) 2
 DB1375
 DB1375.Superseded values are not recommended for survey control.
 DB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1375.See file dsdata.txt to determine how the superseded data were derived.
 DB1375
 DB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS2191720444(NAD 83)
 DB1375_MARKER: H = DRILL HOLE
 DB1375_SETTING: 0 = UNSPECIFIED SETTING
 DB1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1375
 DB1375  HISTORY     - Date     Condition        Report By
 DB1375  HISTORY     - 1893     MONUMENTED       CGS
 DB1375  HISTORY     - 1944     MARK NOT FOUND   CGS
 DB1375
 DB1375                          STATION DESCRIPTION
 DB1375
 DB1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1893
 DB1375'THIS IS ONE OF THE UNITED STATES AND MEXICO BOUNDARY COMMISSION
 DB1375'STATIONS.  IT IS ON THE MESA S OF YUMA AND NEAR THE WESTERN
 DB1375'LIMIT OF THE BLAISDELL FARM.
 DB1375'
 DB1375'THE STATION IS MARKED BY A HOLE IN THE TOP OF A 2- BY 4-INCH
 DB1375'PINE STUB.
 DB1375'
 DB1375'FOUR REFERENCE MARKS, EACH CONSISTING OF A TACK IN THE TOP
 DB1375'OF A PINE STUB, ARE AT THE FOLLOWING DISTANCES FROM THE
 DB1375'STATION--2.078 METERS N, 1.951 METERS E, 1.766 METERS S,
 DB1375'AND 2.223 METERS W.
 DB1375
 DB1375                          STATION RECOVERY (1944)
 DB1375
 DB1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 DB1375'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1024 ***********************************************************************
 DV1024  DESIGNATION -  YUMARI
 DV1024  PID         -  DV1024
 DV1024  STATE/COUNTY-  AZ/LA PAZ
 DV1024  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1024
 DV1024                         *CURRENT SURVEY CONTROL
 DV1024  ___________________________________________________________________
 DV1024* NAD 83(1992)-  33 33 57.88804(N)    113 20 01.56936(W)     ADJUSTED  
 DV1024* NAVD 88     -       416.02   (+/-2cm)    1364.9    (feet)  VERTCON   
 DV1024  ___________________________________________________________________
 DV1024  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DV1024  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1024  HORZ ORDER  -  SECOND
 DV1024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1024
 DV1024.The horizontal coordinates were established by classical geodetic methods
 DV1024.and adjusted by the National Geodetic Survey in August 1993.
 DV1024
 DV1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1024.The vertical order pertains to the NGVD 29 superseded value.
 DV1024
 DV1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1024
 DV1024.The geoid height was determined by GEOID03.
 DV1024
 DV1024;                    North         East     Units Scale Factor Converg.
 DV1024;SPC AZ W     -   284,616.017   252,005.362   MT  0.99995174   +0 13 48.5
 DV1024;SPC AZ W     -   933,779.58    826,789.25   iFT  0.99995174   +0 13 48.5
 DV1024;SPC AZ C     -   285,428.652    81,787.263   MT  1.00011336   -0 47 01.1
 DV1024;SPC AZ C     -   936,445.71    268,330.92   iFT  1.00011336   -0 47 01.1
 DV1024;UTM  12      - 3,716,485.640   283,368.352   MT  1.00017860   -1 17 27.0
 DV1024
 DV1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1024!SPC AZ W     -   0.99993958  x   0.99995174  =   0.99989133
 DV1024!SPC AZ C     -   0.99993958  x   1.00011336  =   1.00005294
 DV1024!UTM  12      -   0.99993958  x   1.00017860  =   1.00011817
 DV1024
 DV1024|---------------------------------------------------------------------|
 DV1024| PID    Reference Object                     Distance      Geod. Az  |
 DV1024|                                                           dddmmss.s |
 DV1024| CH4639 YUMARI RM 1                          25.489 METERS 09659     |
 DV1024| CH4640 YUMARI RM 3                          25.454 METERS 09949     |
 DV1024| CH4638 YUMARI AZ MK                                       1792318.4 |
 DV1024| DV1023 YUMARI RM 2                          23.558 METERS 26713     |
 DV1024|---------------------------------------------------------------------|
 DV1024
 DV1024                          SUPERSEDED SURVEY CONTROL
 DV1024
 DV1024  NAD 83(1986)-  33 33 57.88006(N)    113 20 01.57712(W) AD(       ) 2
 DV1024  NAD 27      -  33 33 57.75240(N)    113 19 58.87570(W) AD(       ) 2
 DV1024  NGVD 29 (??/??/92)  415.365  (m)         1362.74   (f) ADJ UNCH    2 0
 DV1024
 DV1024.Superseded values are not recommended for survey control.
 DV1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1024.See file dsdata.txt to determine how the superseded data were derived.
 DV1024
 DV1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8336816486(NAD 83)
 DV1024_MARKER: DE = TRAVERSE STATION DISK
 DV1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1024_STAMPING: YUMARI 1962
 DV1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1024+STABILITY: SURFACE MOTION
 DV1024
 DV1024  HISTORY     - Date     Condition        Report By
 DV1024  HISTORY     - 1962     MONUMENTED       CGS
 DV1024  HISTORY     - 1962     GOOD             CGS
 DV1024  HISTORY     - 1962     GOOD             CGS
 DV1024
 DV1024                          STATION DESCRIPTION
 DV1024
 DV1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1024'THE STATION IS LOCATED ABOUT 23 MILES SOUTHEAST OF SALOME,
 DV1024'ABOUT 4 MILES SOUTH OF THE SALOME-HASSAYAMPA ROAD AND IS ON
 DV1024'THE YUMA-MARICOPA COUNTY LINE.
 DV1024'
 DV1024'TO REACH THE STATION FROM THE POST OFFICE IN SALOME, GO
 DV1024'SOUTHEASTERLY ON THE SALOME-HASSAYAMPA ROAD FOR 19.7 MILES
 DV1024'TO A SIGN YUMA-MARICOPA COUNTY LINE, CONTINUE SOUTHEAST
 DV1024'ON GRADED ROAD FOR 2.3 MILES TO CROSSROAD AND A SIGN ON LEFT
 DV1024'AGUILA 24 MILES, TURN RIGHT, GO SOUTH ON A GRADED ROAD FOR
 DV1024'3.85 MILES TO A CROSSROAD, TURN RIGHT, GO WEST ON TRACK ROAD
 DV1024'FOR 0.6 MILE TO TWO OLD BUILDINGS ON LEFT, CONTINUE WEST ON
 DV1024'TRACK ROAD FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 DV1024'TURN RIGHT, GO NORTH ON A DIM TRACK ROAD FOR 1.05 MILES TO
 DV1024'THE STATION.
 DV1024'
 DV1024'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 DV1024'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV1024'YUMARI 1962.  THE MARK IS 4.1 FEET SOUTH OF WITNESS POST.
 DV1024'
 DV1024'R.M. NO. 1, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 DV1024'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 DV1024'GROUND AND IS STAMPED YUMARI NO 1 1962.  THE MARK IS
 DV1024'84.1 FEET EAST OF WITNESS POST.
 DV1024'
 DV1024'R.M. NO. 2, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 DV1024'CONCRETE POST WHICH PROJEC TS ABOUT 2 INCHES AND IS STAMPED
 DV1024'YUMARI NO 2 1962.  THE MARK IS 77.6 FEET WEST OF WITNESS POST.
 DV1024'
 DV1024'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A ROUND
 DV1024'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 DV1024'YUMARI 1962.  THE MARK IS 64.2 FEET NORTHEAST OF COUNTY LINE
 DV1024'MARKER, 21 FEET NORTH OF CENTER OF TRACK ROAD, 20 FEET EAST
 DV1024'OF CENTER OF TRACK ROAD AND 4.4 FEET WEST-SOUTHWEST OF WITNESS
 DV1024'POST.
 DV1024'
 DV1024'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DV1024
 DV1024                          STATION RECOVERY (1962)
 DV1024
 DV1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 DV1024'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK, REFERENCE
 DV1024'MARK 2 AND AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 DV1024'REFERENCE MARK 1 WAS DESTROYED BY BLADING EQUIPMENT.  REFERENCE
 DV1024'MARK 3 WAS ESTABLISHED AND IS DESCRIBED BELOW.  THIS STATION
 DV1024'WAS ESTABLISHED LESS THAN 1 YEAR AGO.  THE DISTANCE AND
 DV1024'DIRECTION TO REFERENCE MARK 2 CHECKED WITH ORIGINAL DESCRIPTION.
 DV1024'THE ORIGINAL TO REACH IS ADEQUATE.
 DV1024'
 DV1024'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED YUMARI NO
 DV1024'3 1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 DV1024'ABOUT 5 INCHES.  THE MARK IS 84.3 FEET EAST-NORTHEAST OF THE
 DV1024'WITNESS POST, 4.5 FEET SOUTH OF THE CENTER OF BLADED ROAD
 DV1024'AND 8 INCHES WEST OF A YELLOW 2 BY 4 WITNESS POST.
 DV1024
 DV1024                          STATION RECOVERY (1962)
 DV1024
 DV1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DV1024'27.8 MI SE FROM SALOME.
 DV1024'22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1024'AT SALOME TO THE JUNCTION OF A ROAD NORTH TO AGUILA, AND A NARROW
 DV1024'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1024'BLADED ROAD, THENCE 2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK
 DV1024'WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV1024'10, AT THE YUMA-MARICOPA COUNTY LINE, 4.2 FEET SOUTH OF A METAL
 DV1024'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1023 ***********************************************************************
 DV1023  DESIGNATION -  YUMARI RM 2
 DV1023  PID         -  DV1023
 DV1023  STATE/COUNTY-  AZ/LA PAZ
 DV1023  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1023
 DV1023                         *CURRENT SURVEY CONTROL
 DV1023  ___________________________________________________________________
 DV1023* NAD 83(1986)-  33 33 57.     (N)    113 20 01.     (W)     SCALED    
 DV1023* NAVD 88     -       415.85   (+/-2cm)    1364.3    (feet)  VERTCON   
 DV1023  ___________________________________________________________________
 DV1023  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DV1023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1023
 DV1023.The horizontal coordinates were scaled from a topographic map and have
 DV1023.an estimated accuracy of +/- 6 seconds.
 DV1023
 DV1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1023.The vertical order pertains to the NGVD 29 superseded value.
 DV1023
 DV1023.The geoid height was determined by GEOID03.
 DV1023
 DV1023;                    North         East    Units  Estimated Accuracy
 DV1023;SPC AZ W     -   284,590.      252,020.      MT  (+/- 180 meters Scaled)
 DV1023
 DV1023                          SUPERSEDED SURVEY CONTROL
 DV1023
 DV1023  NGVD 29 (??/??/92)  415.193  (m)         1362.18   (f) ADJ UNCH    2 0
 DV1023
 DV1023.Superseded values are not recommended for survey control.
 DV1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1023.See file dsdata.txt to determine how the superseded data were derived.
 DV1023
 DV1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC833164(NAD 83)
 DV1023_MARKER: DE = TRAVERSE STATION DISK
 DV1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1023_STAMPING: YUMARI NO 2 1962
 DV1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1023+STABILITY: SURFACE MOTION
 DV1023
 DV1023  HISTORY     - Date     Condition        Report By
 DV1023  HISTORY     - 1962     MONUMENTED       CGS
 DV1023  HISTORY     - 19860519 MARK NOT FOUND   USGS
 DV1023
 DV1023                          STATION DESCRIPTION
 DV1023
 DV1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1023'27.8 MI SE FROM SALOME.
 DV1023'22.6 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1023'AT SALOME TO THE JUNCTION OF A ROAD NORTH TO AGUILA, AND A NARROW
 DV1023'BLADED ROAD LEADING SOUTH, THENCE 3.2 MILES SOUTH ALONG THE NARROW
 DV1023'BLADED ROAD, THENCE 2.0 MILES WEST-NORTHWEST ALONG A BLADED TRACK
 DV1023'WHICH IS THE CENTER OF THE MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY
 DV1023'10, 77.3 FEET WEST OF TRAVERSE STATION YUMARI, 77.9 FEET WEST OF A
 DV1023'METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 DV1023'INCHES.
 DV1023
 DV1023                          STATION RECOVERY (1986)
 DV1023
 DV1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JRM)
 DV1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1709 ***********************************************************************
 DB1709  DESIGNATION -  YUSMEX
 DB1709  PID         -  DB1709
 DB1709  STATE/COUNTY-  AZ/YUMA
 DB1709  USGS QUAD   -  WEST OF VOPOKI RIDGE (1990)
 DB1709
 DB1709                         *CURRENT SURVEY CONTROL
 DB1709  ___________________________________________________________________
 DB1709* NAD 83(1992)-  32 22 41.98253(N)    114 25 37.70286(W)     ADJUSTED  
 DB1709* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 DB1709  ___________________________________________________________________
 DB1709  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DB1709  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB1709  HORZ ORDER  -  THIRD
 DB1709
 DB1709.The horizontal coordinates were established by classical geodetic methods
 DB1709.and adjusted by the National Geodetic Survey in August 1993.
 DB1709
 DB1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1709
 DB1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1709
 DB1709.The geoid height was determined by GEOID03.
 DB1709
 DB1709;                    North         East     Units Scale Factor Converg.
 DB1709;SPC AZ W     -   153,022.448   149,642.681   MT  0.99998338   -0 21 45.5
 DB1709;SPC AZ W     -   502,042.15    490,953.68   iFT  0.99998338   -0 21 45.5
 DB1709;UTM  11      - 3,585,283.306   742,052.189   MT  1.00032256   +1 22 42.4
 DB1709
 DB1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1709!SPC AZ W     -   0.99997996  x   0.99998338  =   0.99996334
 DB1709!UTM  11      -   0.99997996  x   1.00032256  =   1.00030251
 DB1709
 DB1709                          SUPERSEDED SURVEY CONTROL
 DB1709
 DB1709  NAD 83(1986)-  32 22 41.99492(N)    114 25 37.71080(W) AD(       ) 3
 DB1709  NGVD 29 (04/26/91)  161.2    (m)          529.     (f) VERT ANG    3  
 DB1709
 DB1709.Superseded values are not recommended for survey control.
 DB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1709.See file dsdata.txt to determine how the superseded data were derived.
 DB1709
 DB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR4205285283(NAD 83)
 DB1709_MARKER: DD = SURVEY DISK
 DB1709_SETTING: 80 = SET IN A BOULDER
 DB1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1709+STABILITY: SURFACE MOTION
 DB1709
 DB1709  HISTORY     - Date     Condition        Report By
 DB1709  HISTORY     - 1964     MONUMENTED       USGS
 DB1709
 DB1709                          STATION DESCRIPTION
 DB1709
 DB1709'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DB1709'LOCATED ABOUT 32 MI SE. OF YUMA, ABOUT 28 MI SE. OF SAN LUIS,
 DB1709'MEXICO, ABOUT 13 MI SW. OF SHEEP MTN., ABOUT 12 MI W. OF TINAJAS
 DB1709'ALTAS SPRING.  JUST NE. OF THE UNITED STATES AND MEXICO BORDER,
 DB1709'ABOUT 300 FT NE. OF BOUNDARY MONUMENT NO. 198, ON HIGHEST POINT
 DB1709'OF SANDY, ROCKY HILL.
 DB1709'
 DB1709'REACHED BY HELICOPTER.
 DB1709'
 DB1709'TO REACH FROM SAN LUIS, MEXICO, GO ABOUT 28 MI SE. ALONG MEXICAN
 DB1709'HWY. 2 TO BASE OF HILL.  ABOUT A 1/2-HOUR PACK TO STATION.
 DB1709'
 DB1709'STATION MARK--STANDARD TABLET STAMPED---YUSMEX 1964---, CEMENTED IN
 DB1709'ROCK.
 DB1709'
 DB1709'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, CEMENTED IN ROCK,
 DB1709'27.7 FT FROM STATION MARK.
 DB1709'
 DB1709'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, CEMENTED IN ROCK,
 DB1709'27.97 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1360 ***********************************************************************
 DB1360  DESIGNATION -  YVE
 DB1360  PID         -  DB1360
 DB1360  STATE/COUNTY-  AZ/YUMA
 DB1360  USGS QUAD   -  SOMERTON (1965)
 DB1360
 DB1360                         *CURRENT SURVEY CONTROL
 DB1360  ___________________________________________________________________
 DB1360* NAD 83(1992)-  32 36 47.39502(N)    114 39 46.24310(W)     ADJUSTED  
 DB1360* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 DB1360  ___________________________________________________________________
 DB1360  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DB1360  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DB1360  HORZ ORDER  -  SECOND
 DB1360
 DB1360.The horizontal coordinates were established by classical geodetic methods
 DB1360.and adjusted by the National Geodetic Survey in August 1993.
 DB1360
 DB1360.The orthometric height was scaled from a topographic map.
 DB1360
 DB1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1360
 DB1360.The geoid height was determined by GEOID03.
 DB1360
 DB1360;                    North         East     Units Scale Factor Converg.
 DB1360;SPC AZ W     -   179,229.286   127,685.532   MT  1.00002381   -0 29 31.3
 DB1360;SPC AZ W     -   588,022.59    418,915.79   iFT  1.00002381   -0 29 31.3
 DB1360;SPC CA 6     -   550,652.215 2,148,967.695   MT  1.00003268   +0 52 19.8
 DB1360;SPC CA 6     - 1,806,598.14  7,050,404.85   sFT  1.00003268   +0 52 19.8
 DB1360;UTM  11      - 3,610,815.209   719,300.686   MT  1.00019307   +1 15 36.5
 DB1360
 DB1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1360!SPC AZ W     -   0.99999692  x   1.00002381  =   1.00002073
 DB1360!SPC CA 6     -   0.99999692  x   1.00003268  =   1.00002960
 DB1360!UTM  11      -   0.99999692  x   1.00019307  =   1.00018999
 DB1360
 DB1360                          SUPERSEDED SURVEY CONTROL
 DB1360
 DB1360  NAD 83(1986)-  32 36 47.40751(N)    114 39 46.25426(W) AD(       ) 2
 DB1360  NAD 27      -  32 36 47.23390(N)    114 39 43.41710(W) AD(       ) 2
 DB1360
 DB1360.Superseded values are not recommended for survey control.
 DB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1360.See file dsdata.txt to determine how the superseded data were derived.
 DB1360
 DB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1930110815(NAD 83)
 DB1360_MARKER: I = METAL ROD
 DB1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1360+STABILITY: SURFACE MOTION
 DB1360
 DB1360  HISTORY     - Date     Condition        Report By
 DB1360  HISTORY     - 1964     MONUMENTED       BOR
 DB1360
 DB1360                          STATION DESCRIPTION
 DB1360
 DB1360'DESCRIBED BY US BUREAU OF RECLAMATION 1964 (DJF)
 DB1360'1 BLOCK SOUTH FROM THE U.S. POST OFFICE AT SOMERTON, THENCE
 DB1360'4.1 MILES EAST AND NORTH ALONG U.S. HIGHWAY 95, THENCE 0.6
 DB1360'MILE WEST ALONG TRACK ROAD, THENCE 0.25 MILE NORTHWEST ALONG
 DB1360'THE RIGHT FORK TO THE EDGE OF THE MESA AND THE STATION AND
 DB1360'20-1/2 FEET SOUTH OF A METAL WITNESS POST.
 DB1360'
 DB1360'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION YEAST,
 DB1360'DISTANCE BEING (24.964 FEET) 7.6091 METERS SOUTH OF STATION
 DB1360'YEAST.  THE MARK IS AN IRON ROD SET IN THE TOP OF A 10-INCH
 DB1360'CONCRETE CYLINDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0583 ***********************************************************************
 FS0583  DESIGNATION -  Z
 FS0583  PID         -  FS0583
 FS0583  STATE/COUNTY-  AZ/MOHAVE
 FS0583  USGS QUAD   -  KINGMAN (1980)
 FS0583
 FS0583                         *CURRENT SURVEY CONTROL
 FS0583  ___________________________________________________________________
 FS0583* NAD 83(1986)-  35 10 35.     (N)    114 03 42.     (W)     SCALED    
 FS0583* NAVD 88     -       985.018  (meters)    3231.68   (feet)  POSTED    
 FS0583  ___________________________________________________________________
 FS0583  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0583  DYNAMIC HT  -         983.860 (meters)    3227.88  (feet)  COMP
 FS0583  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 FS0583
 FS0583  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0583
 FS0583.The horizontal coordinates were scaled from a topographic map and have
 FS0583.an estimated accuracy of +/- 6 seconds.
 FS0583
 FS0583.The orthometric height was determined by differential leveling
 FS0583.and adjusted by the  in 1992.
 FS0583.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0583.rate of 3.1 thru 4.0 mm/km.
 FS0583
 FS0583.The geoid height was determined by GEOID03.
 FS0583
 FS0583.The dynamic height is computed by dividing the NAVD 88
 FS0583.geopotential number by the normal gravity value computed on the
 FS0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0583.degrees latitude (g = 980.6199 gals.).
 FS0583
 FS0583.The modeled gravity was interpolated from observed gravity values.
 FS0583
 FS0583;                    North         East    Units  Estimated Accuracy
 FS0583;SPC AZ W     -   463,200.      184,970.      MT  (+/- 180 meters Scaled)
 FS0583
 FS0583                          SUPERSEDED SURVEY CONTROL
 FS0583
 FS0583  NGVD 29 (??/??/92)  984.243  (m)         3229.14   (f) ADJ UNCH    1 2
 FS0583
 FS0583.Superseded values are not recommended for survey control.
 FS0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0583.See file dsdata.txt to determine how the superseded data were derived.
 FS0583
 FS0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU675965(NAD 83)
 FS0583_MARKER: Q = CHISELED SQUARE
 FS0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0583_SP_SET: CULVERT
 FS0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0583
 FS0583  HISTORY     - Date     Condition        Report By
 FS0583  HISTORY     - UNK      MONUMENTED       CGS
 FS0583  HISTORY     - 1961     GOOD             NGS
 FS0583
 FS0583                          STATION DESCRIPTION
 FS0583
 FS0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0583'1.3 MI S FROM KINGMAN.
 FS0583'ABOUT 1.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0583'RAILWAY FROM THE STATION AT KINGMAN, ABOUT 5 1/2 POLES NORTH OF
 FS0583'MILEPOST 518, IN THE CENTER OF THE TOP OF THE WEST HEADWALL OF
 FS0583'A CULVERT, 10 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND
 FS0583'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, THE BOTTOM OF A SQUARE
 FS0583'HOLE LETTERED U.S.  NOTE-- BOTTOM OF HOLE CAN BE LEVELED TO BY
 FS0583'USING A TAPE.  THE HOLE IS TOO SMALL TO USE A LEVEL ROD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0535 ***********************************************************************
 ET0535  DESIGNATION -  Z 101
 ET0535  PID         -  ET0535
 ET0535  STATE/COUNTY-  AZ/YAVAPAI
 ET0535  USGS QUAD   -  SKULL VALLEY (1979)
 ET0535
 ET0535                         *CURRENT SURVEY CONTROL
 ET0535  ___________________________________________________________________
 ET0535* NAD 83(1992)-  34 32 01.92623(N)    112 41 02.60398(W)     ADJUSTED  
 ET0535* NAVD 88     -      1383.890  (meters)    4540.31   (feet)  POSTED    
 ET0535  ___________________________________________________________________
 ET0535  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 ET0535  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 ET0535  DYNAMIC HT  -        1382.050 (meters)    4534.28  (feet)  COMP
 ET0535  MODELED GRAV-     979,259.5   (mgal)                       NAVD 88
 ET0535
 ET0535  HORZ ORDER  -  THIRD
 ET0535  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0535
 ET0535.The horizontal coordinates were established by classical geodetic methods
 ET0535.and adjusted by the National Geodetic Survey in August 1993.
 ET0535
 ET0535.The orthometric height was determined by differential leveling
 ET0535.and adjusted in November 2005.
 ET0535.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0535.was located on a no-check spur therefore a value was not computed.
 ET0535.No vertical observational check was made to the station.
 ET0535
 ET0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0535
 ET0535.The geoid height was determined by GEOID03.
 ET0535
 ET0535.The dynamic height is computed by dividing the NAVD 88
 ET0535.geopotential number by the normal gravity value computed on the
 ET0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0535.degrees latitude (g = 980.6199 gals.).
 ET0535
 ET0535.The modeled gravity was interpolated from observed gravity values.
 ET0535
 ET0535;                    North         East     Units Scale Factor Converg.
 ET0535;SPC AZ C     -   392,135.897   142,917.717   MT  0.99996114   -0 26 06.2
 ET0535;SPC AZ C     - 1,286,535.10    468,890.15   iFT  0.99996114   -0 26 06.2
 ET0535;UTM  12      - 3,822,640.605   345,452.666   MT  0.99989441   -0 57 17.5
 ET0535
 ET0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0535!SPC AZ C     -   0.99978707  x   0.99996114  =   0.99974822
 ET0535!UTM  12      -   0.99978707  x   0.99989441  =   0.99968150
 ET0535
 ET0535:                Primary Azimuth Mark                     Grid Az
 ET0535:SPC AZ C     -  BRUSHY MOUNTAIN                          288 15 35.4
 ET0535:UTM  12      -  BRUSHY MOUNTAIN                          288 46 46.7
 ET0535
 ET0535|---------------------------------------------------------------------|
 ET0535| PID    Reference Object                     Distance      Geod. Az  |
 ET0535|                                                           dddmmss.s |
 ET0535| ET0999 BRUSHY MOUNTAIN                     APPROX. 6.8 KM 2874929.2 |
 ET0535|---------------------------------------------------------------------|
 ET0535
 ET0535                          SUPERSEDED SURVEY CONTROL
 ET0535
 ET0535  NAD 83(1986)-  34 32 01.92393(N)    112 41 02.60564(W) AD(       ) 3
 ET0535  NAD 27      -  34 32 01.83216(N)    112 40 59.96852(W) AD(       ) 3
 ET0535  NGVD 29 (??/??/92) 1383.080  (m)         4537.65   (f) ADJ UNCH    1 2
 ET0535
 ET0535.Superseded values are not recommended for survey control.
 ET0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0535.See file dsdata.txt to determine how the superseded data were derived.
 ET0535
 ET0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD4545322641(NAD 83)
 ET0535_MARKER: DD = SURVEY DISK
 ET0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0535_STAMPING: Z 101 1935
 ET0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0535+STABILITY: SURFACE MOTION
 ET0535
 ET0535  HISTORY     - Date     Condition        Report By
 ET0535  HISTORY     - 1935     MONUMENTED       USFS
 ET0535  HISTORY     - 1952     GOOD             NGS
 ET0535  HISTORY     - 1967     GOOD             CGS
 ET0535
 ET0535                          STATION DESCRIPTION
 ET0535
 ET0535'DESCRIBED BY US FOREST SERVICE 1935
 ET0535'STATION IS ON TOP OF MESA 60 FEET NW OF CENTER LINE OF
 ET0535'SKULL VALLEY-PRESCOTT ROAD AND 60 FEET NW OF CATTLE GUARD.
 ET0535'2 MILES (AIR LINE) N OF SKULL VALLEY.
 ET0535'
 ET0535'STATION MARK IS A U.S.F.S. STANDARD TABLET IN 12- BY 12-INCH
 ET0535'CONCRETE POST, STAMPED Z-101, 1935.
 ET0535'
 ET0535'TO REACH STATION FROM SKULL VALLEY, TAKE THE PRESCOTT ROAD N
 ET0535'2.6 MILES TO CATTLE GUARD.  THENCE WALK 60 FEET NW TO THE
 ET0535'STATION.
 ET0535'
 ET0535'SIGNAL--FLUTTER FLAGS ON 14-FOOT POLE SUPPORTED BY A 12-FOOT
 ET0535'TRIPOD.
 ET0535
 ET0535                          STATION RECOVERY (1952)
 ET0535
 ET0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 ET0535'2.O MI N FROM SKULL VALLEY.
 ET0535'2.3 MILES NORTH ALONG A GRADED COUNTY ROAD FROM THE GENERAL STORE AND
 ET0535'POST OFFICE AT SKULL VALLEY, AT A STEEL AND CONCRETE CATTLE GUARD,
 ET0535'ABOUT 0.3 MILE NORTH OF A CEMETERY, 56 1/2 FEET WEST OF THE CENTER
 ET0535'LINE OF THE ROAD, 3.0 FEET NORTH OF A T IN A FENCE LINE, 1.8 FEET WEST
 ET0535'OF A NORTH-SOUTH FENCE LINE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT
 ET0535'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ET0535'0.4 FOOT ABOVE THE GROUND.
 ET0535
 ET0535                          STATION RECOVERY (1967)
 ET0535
 ET0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFB)
 ET0535'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ET0535'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 ET0535'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0490 ***********************************************************************
 ET0490  DESIGNATION -  Z 102
 ET0490  PID         -  ET0490
 ET0490  STATE/COUNTY-  AZ/YAVAPAI
 ET0490  USGS QUAD   -  SEEPAGE MOUNTAIN (1986)
 ET0490
 ET0490                         *CURRENT SURVEY CONTROL
 ET0490  ___________________________________________________________________
 ET0490* NAD 83(1986)-  34 48 19.     (N)    112 48 04.     (W)     SCALED    
 ET0490* NAVD 88     -      1540.997  (meters)    5055.75   (feet)  POSTED    
 ET0490  ___________________________________________________________________
 ET0490  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 ET0490  DYNAMIC HT  -        1538.950 (meters)    5049.04  (feet)  COMP
 ET0490  MODELED GRAV-     979,250.8   (mgal)                       NAVD 88
 ET0490
 ET0490  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ET0490
 ET0490.The horizontal coordinates were scaled from a topographic map and have
 ET0490.an estimated accuracy of +/- 6 seconds.
 ET0490
 ET0490.The orthometric height was determined by differential leveling
 ET0490.and adjusted in November 2005.
 ET0490.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ET0490.was located on a no-check spur therefore a value was not computed.
 ET0490.No vertical observational check was made to the station.
 ET0490
 ET0490.The geoid height was determined by GEOID03.
 ET0490
 ET0490.The dynamic height is computed by dividing the NAVD 88
 ET0490.geopotential number by the normal gravity value computed on the
 ET0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0490.degrees latitude (g = 980.6199 gals.).
 ET0490
 ET0490.The modeled gravity was interpolated from observed gravity values.
 ET0490
 ET0490;                    North         East    Units  Estimated Accuracy
 ET0490;SPC AZ C     -   422,330.      132,440.      MT  (+/- 180 meters Scaled)
 ET0490
 ET0490                          SUPERSEDED SURVEY CONTROL
 ET0490
 ET0490  NGVD 29 (??/??/92) 1540.126  (m)         5052.90   (f) ADJ UNCH    2 0
 ET0490
 ET0490.Superseded values are not recommended for survey control.
 ET0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0490.See file dsdata.txt to determine how the superseded data were derived.
 ET0490
 ET0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD352529(NAD 83)
 ET0490_MARKER: DD = SURVEY DISK
 ET0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0490_STAMPING: Z 102 1935
 ET0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0490+STABILITY: SURFACE MOTION
 ET0490
 ET0490  HISTORY     - Date     Condition        Report By
 ET0490  HISTORY     - 1935     MONUMENTED       USFS
 ET0490  HISTORY     - 1935     GOOD             NGS
 ET0490
 ET0490                          STATION DESCRIPTION
 ET0490
 ET0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ET0490'16.2 MI SE FROM WALNUT CREEK R S.
 ET0490'16.2 MI. S.E. ALONG ROADS TO CAMP WOOD AND SKULL VALLEY. 5.35 MI. E.
 ET0490'OF THE JUNCTION OF ROADS AT CAMP WOOD, 0.9 MI. W. OF A WOODEN BRIDGE
 ET0490'WITH ROCK ABUTMENTS, 1.1 MI. W. OF AN OLD ABANDONED C.C.C. CAMP, 0.5
 ET0490'MI. W. OF A WOODEN BRIDGE WITH ROCK ABOUTMENT, AT A POINT OF ROAD
 ET0490'WHERE THERE IS A 5 FT. CUT, ON TOP OF A SMALL HILL, AND 40 FT. S. OF
 ET0490'THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0257 ***********************************************************************
 FR0257  DESIGNATION -  Z 103
 FR0257  PID         -  FR0257
 FR0257  STATE/COUNTY-  AZ/YAVAPAI
 FR0257  USGS QUAD   -  TURKEY CANYON NE (1973)
 FR0257
 FR0257                         *CURRENT SURVEY CONTROL
 FR0257  ___________________________________________________________________
 FR0257* NAD 83(1986)-  35 13 58.     (N)    112 52 31.     (W)     SCALED    
 FR0257* NAVD 88     -      1608.772  (meters)    5278.11   (feet)  POSTED    
 FR0257  ___________________________________________________________________
 FR0257  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 FR0257  DYNAMIC HT  -        1606.650 (meters)    5271.15  (feet)  COMP
 FR0257  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 FR0257
 FR0257  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0257
 FR0257.The horizontal coordinates were scaled from a topographic map and have
 FR0257.an estimated accuracy of +/- 6 seconds.
 FR0257
 FR0257.The orthometric height was determined by differential leveling
 FR0257.and adjusted in November 2005.
 FR0257.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0257.was located on a no-check spur therefore a value was not computed.
 FR0257.No vertical observational check was made to the station.
 FR0257
 FR0257.The geoid height was determined by GEOID03.
 FR0257
 FR0257.The dynamic height is computed by dividing the NAVD 88
 FR0257.geopotential number by the normal gravity value computed on the
 FR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0257.degrees latitude (g = 980.6199 gals.).
 FR0257
 FR0257.The modeled gravity was interpolated from observed gravity values.
 FR0257
 FR0257;                    North         East    Units  Estimated Accuracy
 FR0257;SPC AZ C     -   469,820.      126,110.      MT  (+/- 180 meters Scaled)
 FR0257
 FR0257                          SUPERSEDED SURVEY CONTROL
 FR0257
 FR0257  NGVD 29 (??/??/92) 1607.814  (m)         5274.97   (f) ADJ UNCH    2 0
 FR0257
 FR0257.Superseded values are not recommended for survey control.
 FR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0257.See file dsdata.txt to determine how the superseded data were derived.
 FR0257
 FR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE293004(NAD 83)
 FR0257_MARKER: DD = SURVEY DISK
 FR0257_SETTING: 80 = SET IN A BOULDER
 FR0257_SP_SET: BOULDER
 FR0257_STAMPING: Z 103 1935
 FR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0257+STABILITY: SURFACE MOTION
 FR0257
 FR0257  HISTORY     - Date     Condition        Report By
 FR0257  HISTORY     - 1935     MONUMENTED       USFS
 FR0257  HISTORY     - 1955     GOOD             NGS
 FR0257
 FR0257                          STATION DESCRIPTION
 FR0257
 FR0257'DESCRIBED BY US FOREST SERVICE 1935
 FR0257'0.9 MI E FROM SELIGMAN.
 FR0257'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0257'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 6.7
 FR0257'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.4 MILE
 FR0257'SOUTH OF A CATTLE GUARD, ABOUT 400 FEET SOUTH OF THE SOUTH END OF A
 FR0257'CURVE, ON THE SOUTHEAST SLOPE OF A HILL, ABOUT 115 FEET WEST OF THE
 FR0257'CENTER LINE OF THE ROAD, ABOUT 6 FEET HIGHER THAN THE ROAD, AND IN THE
 FR0257'TOP OF A RED BOULDER PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.  A UNITED
 FR0257'STATES FOREST SERVICE STANDARD DISK, STAMPED Z 103 1935.
 FR0257
 FR0257                          STATION RECOVERY (1955)
 FR0257
 FR0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FR0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0263 ***********************************************************************
 DU0263  DESIGNATION -  Z 107
 DU0263  PID         -  DU0263
 DU0263  STATE/COUNTY-  AZ/PINAL
 DU0263  USGS QUAD   -  SUPERIOR (1981)
 DU0263
 DU0263                         *CURRENT SURVEY CONTROL
 DU0263  ___________________________________________________________________
 DU0263* NAD 83(1986)-  33 20 13.     (N)    111 01 21.     (W)     SCALED    
 DU0263* NAVD 88     -      1307.72   (+/-2cm)    4290.4    (feet)  VERTCON   
 DU0263  ___________________________________________________________________
 DU0263  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DU0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0263
 DU0263.The horizontal coordinates were scaled from a topographic map and have
 DU0263.an estimated accuracy of +/- 6 seconds.
 DU0263
 DU0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0263.The vertical order pertains to the NGVD 29 superseded value.
 DU0263
 DU0263.The geoid height was determined by GEOID03.
 DU0263
 DU0263;                    North         East    Units  Estimated Accuracy
 DU0263;SPC AZ C     -   259,470.      296,600.      MT  (+/- 180 meters Scaled)
 DU0263
 DU0263                          SUPERSEDED SURVEY CONTROL
 DU0263
 DU0263  NGVD 29 (??/??/92) 1306.974  (m)         4287.96   (f) ADJ UNCH    2 0
 DU0263
 DU0263.Superseded values are not recommended for survey control.
 DU0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0263.See file dsdata.txt to determine how the superseded data were derived.
 DU0263
 DU0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB979886(NAD 83)
 DU0263_MARKER: DB = BENCH MARK DISK
 DU0263_SETTING: 80 = SET IN A BOULDER
 DU0263_SP_SET: BOULDER
 DU0263_STAMPING: Z - 107 1935
 DU0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0263+STABILITY: SURFACE MOTION
 DU0263
 DU0263  HISTORY     - Date     Condition        Report By
 DU0263  HISTORY     - 1935     MONUMENTED       CGS
 DU0263  HISTORY     - 20070506 GOOD             GEOCAC
 DU0263
 DU0263                          STATION DESCRIPTION
 DU0263
 DU0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0263'7.9 MI E FROM SUPERIOR.
 DU0263'7.9 MI E ALONG U.S. HWY NO. 60.  1.0 MI E OF AN ARIZONA HIGHWAY DEPT.
 DU0263'CAMP, ABOUT 400 FT N OF A STEEL TRANSMISSION TOWER, 85 FEET N OF THE
 DU0263'CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTERLINE OF A
 DU0263'STREAM, ON THE TOP OF A GRANITE BOULDER ABOUT THE LEVEL OF THE
 DU0263'HIGHWAY.
 DU0263
 DU0263                          STATION RECOVERY (2007)
 DU0263
 DU0263'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0263'RECOVERED AS DESCRIBED, EXCEPT THAT THE MARK IS IN THE TOP OF A LONG
 DU0263'SLOPING OUTCROP OF VOLCANIC TUFF THAT EXTENDS DOWN TO STREAM LEVEL,
 DU0263'NOT A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0303 ***********************************************************************
 DU0303  DESIGNATION -  Z 108
 DU0303  PID         -  DU0303
 DU0303  STATE/COUNTY-  AZ/GILA
 DU0303  USGS QUAD   -  DOURINE CANYON (1966)
 DU0303
 DU0303                         *CURRENT SURVEY CONTROL
 DU0303  ___________________________________________________________________
 DU0303* NAD 83(1986)-  33 26 31.     (N)    110 31 41.     (W)     SCALED    
 DU0303* NAVD 88     -       923.596  (meters)    3030.16   (feet)  ADJUSTED  
 DU0303  ___________________________________________________________________
 DU0303  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DU0303  DYNAMIC HT  -         922.363 (meters)    3026.12  (feet)  COMP
 DU0303  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 DU0303
 DU0303  VERT ORDER  -  SECOND    CLASS 0
 DU0303
 DU0303.The horizontal coordinates were scaled from a topographic map and have
 DU0303.an estimated accuracy of +/- 6 seconds.
 DU0303
 DU0303.The orthometric height was determined by differential leveling
 DU0303.and adjusted in June 1991.
 DU0303
 DU0303.The geoid height was determined by GEOID03.
 DU0303
 DU0303.The dynamic height is computed by dividing the NAVD 88
 DU0303.geopotential number by the normal gravity value computed on the
 DU0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0303.degrees latitude (g = 980.6199 gals.).
 DU0303
 DU0303.The modeled gravity was interpolated from observed gravity values.
 DU0303
 DU0303;                    North         East    Units  Estimated Accuracy
 DU0303;SPC AZ E     -   270,820.      179,760.      MT  (+/- 180 meters Scaled)
 DU0303
 DU0303                          SUPERSEDED SURVEY CONTROL
 DU0303
 DU0303  NGVD 29 (??/??/92)  922.992  (m)         3028.18   (f) ADJ UNCH    2 0
 DU0303
 DU0303.Superseded values are not recommended for survey control.
 DU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0303.See file dsdata.txt to determine how the superseded data were derived.
 DU0303
 DU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC438003(NAD 83)
 DU0303_MARKER: DB = BENCH MARK DISK
 DU0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0303_STAMPING: Z 108 1935
 DU0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0303+STABILITY: SURFACE MOTION
 DU0303
 DU0303  HISTORY     - Date     Condition        Report By
 DU0303  HISTORY     - 1935     MONUMENTED       CGS
 DU0303
 DU0303                          STATION DESCRIPTION
 DU0303
 DU0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DU0303'2.3 MI N FROM SAN CARLOS.
 DU0303'2.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, THENCE ABOUT
 DU0303'7.2 MILES NORTHWEST ALONG THE SEVEN MILE CREEK ROAD, ABOUT 1.8 MILES
 DU0303'SOUTHEAST OF THE CIRCLE SEVEN RANCH, AT THE NORTH SIDE OF A WASH, AT A
 DU0303'CANYON SIDE PROJECTION INTO THE WASH, AT THE FOOT OF THE PROJECTION
 DU0303'POINT, ABOUT 200 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, AND 20
 DU0303'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD.  SET IN THE TOP OF A
 DU0303'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1224 ***********************************************************************
 DA1224  DESIGNATION -  Z 109
 DA1224  PID         -  DA1224
 DA1224  STATE/COUNTY-  AZ/PIMA
 DA1224  USGS QUAD   -  KINO PEAK (1990)
 DA1224
 DA1224                         *CURRENT SURVEY CONTROL
 DA1224  ___________________________________________________________________
 DA1224* NAD 83(1986)-  32 00 56.     (N)    112 57 38.     (W)     SCALED    
 DA1224* NAVD 88     -       435.77   (+/-2cm)    1429.7    (feet)  VERTCON   
 DA1224  ___________________________________________________________________
 DA1224  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DA1224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1224
 DA1224.The horizontal coordinates were scaled from a topographic map and have
 DA1224.an estimated accuracy of +/- 6 seconds.
 DA1224
 DA1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1224.The vertical order pertains to the NGVD 29 superseded value.
 DA1224
 DA1224.The geoid height was determined by GEOID03.
 DA1224
 DA1224;                    North         East    Units  Estimated Accuracy
 DA1224;SPC AZ C     -   113,070.      114,740.      MT  (+/- 180 meters Scaled)
 DA1224
 DA1224                          SUPERSEDED SURVEY CONTROL
 DA1224
 DA1224  NGVD 29 (??/??/92)  435.05   (m)         1427.3    (f) COMPUTED    2 0
 DA1224
 DA1224.Superseded values are not recommended for survey control.
 DA1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1224.See file dsdata.txt to determine how the superseded data were derived.
 DA1224
 DA1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA148438(NAD 83)
 DA1224_MARKER: DB = BENCH MARK DISK
 DA1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1224_STAMPING: Z 109 1935
 DA1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1224+STABILITY: SURFACE MOTION
 DA1224
 DA1224  HISTORY     - Date     Condition        Report By
 DA1224  HISTORY     - 1935     MONUMENTED       CGS
 DA1224  HISTORY     - 1952     GOOD             NGS
 DA1224
 DA1224                          STATION DESCRIPTION
 DA1224
 DA1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1224'21.65 MI NW FROM LUKEVILLE.
 DA1224'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA1224'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA1224'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILE NORTH ALONG A ROAD
 DA1224'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 6.2 MILES
 DA1224'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, 1 MILE NORTHEAST
 DA1224'OF A CORRAL AND WINDMILL, 39 FEET NORTHWEST OF THE CENTER LINE OF THE
 DA1224'ROAD, 1.9 FEET SOUTH EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH
 DA1224'THE ROAD, AND IN A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0676 ***********************************************************************
 ET0676  DESIGNATION -  Z 11
 ET0676  PID         -  ET0676
 ET0676  STATE/COUNTY-  AZ/LA PAZ
 ET0676  USGS QUAD   -  ARTILLERY PEAK (1990)
 ET0676
 ET0676                         *CURRENT SURVEY CONTROL
 ET0676  ___________________________________________________________________
 ET0676* NAD 83(1986)-  34 15 29.     (N)    113 31 43.     (W)     SCALED    
 ET0676* NAVD 88     -       386.92   (+/-2cm)    1269.4    (feet)  VERTCON   
 ET0676  ___________________________________________________________________
 ET0676  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ET0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 ET0676
 ET0676.The horizontal coordinates were scaled from a topographic map and have
 ET0676.an estimated accuracy of +/- 6 seconds.
 ET0676
 ET0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0676.The vertical order pertains to the NGVD 29 superseded value.
 ET0676
 ET0676.The geoid height was determined by GEOID03.
 ET0676
 ET0676;                    North         East    Units  Estimated Accuracy
 ET0676;SPC AZ W     -   361,310.      233,750.      MT  (+/- 180 meters Scaled)
 ET0676
 ET0676                          SUPERSEDED SURVEY CONTROL
 ET0676
 ET0676  NGVD 29 (??/??/92)  386.260  (m)         1267.25   (f) ADJ UNCH    1 2
 ET0676
 ET0676.Superseded values are not recommended for survey control.
 ET0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0676.See file dsdata.txt to determine how the superseded data were derived.
 ET0676
 ET0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC671936(NAD 83)
 ET0676_MARKER: DB = BENCH MARK DISK
 ET0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0676_STAMPING: 1267.255 Z 11 1927
 ET0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0676+STABILITY: SURFACE MOTION
 ET0676
 ET0676  HISTORY     - Date     Condition        Report By
 ET0676  HISTORY     - 1927     MONUMENTED       CGS
 ET0676  HISTORY     - 1946     GOOD             NGS
 ET0676  HISTORY     - 20010730 MARK NOT FOUND   NGS
 ET0676
 ET0676                          STATION DESCRIPTION
 ET0676
 ET0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 ET0676'36.9 MI N FROM WENDEN.
 ET0676'36.9 MILES NORTH OF WENDEN, YUMA COUNTY, FROM THE JUNCTION OF U.S.
 ET0676'HIGHWAY 60, 33.2 MILES NORTH ALONG A ROAD, THENCE 3.7 MILES WEST ALONG
 ET0676'THE ROAD LEADING TO ALAMO CROSSING, 2.7 MILES EAST OF ALAMO CROSSING,
 ET0676'3.6 MILES WEST OF THE JUNCTION OF THE ROAD LEADING TO CONGRESS
 ET0676'JUNCTION, 40 YARDS NORTHEAST OF THE CENTERLINE OF THE ROAD, ON A
 ET0676'SLIGHT RISE OF GROUND.  A STANDARD DISK, STAMPED 1267.255 Z 11 1927
 ET0676'AND SET IN THE TOP OF A CONCRETE POST.
 ET0676
 ET0676                          STATION RECOVERY (2001)
 ET0676
 ET0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0676'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0070 ***********************************************************************
 CH0070  DESIGNATION -  Z 110
 CH0070  PID         -  CH0070
 CH0070  STATE/COUNTY-  AZ/PIMA
 CH0070  USGS QUAD   -  LUKEVILLE (1988)
 CH0070
 CH0070                         *CURRENT SURVEY CONTROL
 CH0070  ___________________________________________________________________
 CH0070* NAD 83(1986)-  31 57 00.     (N)    112 47 56.     (W)     SCALED    
 CH0070* NAVD 88     -       507.050  (meters)    1663.55   (feet)  ADJUSTED  
 CH0070  ___________________________________________________________________
 CH0070  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 CH0070  DYNAMIC HT  -         506.386 (meters)    1661.37  (feet)  COMP
 CH0070  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 CH0070
 CH0070  VERT ORDER  -  FIRST     CLASS II
 CH0070
 CH0070.The horizontal coordinates were scaled from a topographic map and have
 CH0070.an estimated accuracy of +/- 6 seconds.
 CH0070
 CH0070.The orthometric height was determined by differential leveling
 CH0070.and adjusted in June 1991.
 CH0070
 CH0070.The geoid height was determined by GEOID03.
 CH0070
 CH0070.The dynamic height is computed by dividing the NAVD 88
 CH0070.geopotential number by the normal gravity value computed on the
 CH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CH0070.degrees latitude (g = 980.6199 gals.).
 CH0070
 CH0070.The modeled gravity was interpolated from observed gravity values.
 CH0070
 CH0070;                    North         East    Units  Estimated Accuracy
 CH0070;SPC AZ C     -   105,660.      129,960.      MT  (+/- 180 meters Scaled)
 CH0070
 CH0070                          SUPERSEDED SURVEY CONTROL
 CH0070
 CH0070  NGVD 29 (??/??/92)  506.298  (m)         1661.08   (f) ADJ UNCH    1 2
 CH0070
 CH0070.Superseded values are not recommended for survey control.
 CH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0070.See file dsdata.txt to determine how the superseded data were derived.
 CH0070
 CH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA299363(NAD 83)
 CH0070_MARKER: DB = BENCH MARK DISK
 CH0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0070_STAMPING: Z 110 1935
 CH0070_PROJECTION: PROJECTING 20 CENTIMETERS
 CH0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0070+STABILITY: SURFACE MOTION
 CH0070
 CH0070  HISTORY     - Date     Condition        Report By
 CH0070  HISTORY     - 1935     MONUMENTED       CGS
 CH0070  HISTORY     - 1953     GOOD             NGS
 CH0070  HISTORY     - 1981     GOOD             NGS
 CH0070
 CH0070                          STATION DESCRIPTION
 CH0070
 CH0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CH0070'5.2 MI N FROM LUKEVILLE.
 CH0070'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 CH0070'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, AT THE JUNCTION OF
 CH0070'THE OLD SONOYTA-AJO ROAD, 264 1/2 FEET EAST OF THE CENTER LINE OF THE
 CH0070'SONOYTA-AJO HIGHWAY, 111 FEET SOUTHWEST OF THE CENTER OF A WASH, 50
 CH0070'FEET EAST OF THE CENTER LINE OF THE OLD SONOYTA-AJO ROAD, 1.6 FEET
 CH0070'NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET
 CH0070'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CH0070
 CH0070                          STATION RECOVERY (1981)
 CH0070
 CH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CH0070'7.9 KM (4.9 MI) NORTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 CH0070'IN LUKEVILLE, 0.5 KM (0.3 MI) SOUTH OF THE SOUTH ENTRANCE TO THE
 CH0070'ORGAN PIPE CACTUS NATIONAL MONUMENT HEADQUATERS, 80.5 M (264 FT) EAST
 CH0070'OF THE CENTERLINE OF THE HIGHWAY, 33.8 M (111 FT) SOUTHWEST OF THE
 CH0070'CENTERLINE OF A SMALL WASH.
 CH0070'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CH0070'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0616 ***********************************************************************
 ES0616  DESIGNATION -  Z 111
 ES0616  PID         -  ES0616
 ES0616  STATE/COUNTY-  AZ/YAVAPAI
 ES0616  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0616
 ES0616                         *CURRENT SURVEY CONTROL
 ES0616  ___________________________________________________________________
 ES0616* NAD 83(1986)-  34 36 21.     (N)    111 54 49.     (W)     SCALED    
 ES0616* NAVD 88     -      1008.835  (meters)    3309.82   (feet)  ADJUSTED  
 ES0616  ___________________________________________________________________
 ES0616  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0616  DYNAMIC HT  -        1007.560 (meters)    3305.64  (feet)  COMP
 ES0616  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 ES0616
 ES0616  VERT ORDER  -  FIRST     CLASS II
 ES0616
 ES0616.The horizontal coordinates were scaled from a topographic map and have
 ES0616.an estimated accuracy of +/- 6 seconds.
 ES0616
 ES0616.The orthometric height was determined by differential leveling
 ES0616.and adjusted in June 1991.
 ES0616
 ES0616.The geoid height was determined by GEOID03.
 ES0616
 ES0616.The dynamic height is computed by dividing the NAVD 88
 ES0616.geopotential number by the normal gravity value computed on the
 ES0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0616.degrees latitude (g = 980.6199 gals.).
 ES0616
 ES0616.The modeled gravity was interpolated from observed gravity values.
 ES0616
 ES0616;                    North         East    Units  Estimated Accuracy
 ES0616;SPC AZ C     -   399,850.      213,640.      MT  (+/- 180 meters Scaled)
 ES0616
 ES0616                          SUPERSEDED SURVEY CONTROL
 ES0616
 ES0616  NGVD 29 (??/??/92) 1008.098  (m)         3307.40   (f) ADJ UNCH    1 2
 ES0616
 ES0616.Superseded values are not recommended for survey control.
 ES0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0616.See file dsdata.txt to determine how the superseded data were derived.
 ES0616
 ES0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD162297(NAD 83)
 ES0616_MARKER: DB = BENCH MARK DISK
 ES0616_SETTING: 66 = SET IN ROCK OUTCROP
 ES0616_SP_SET: GRADE
 ES0616_STAMPING: Z 111 1935
 ES0616_MARK LOGO: CGS   
 ES0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0616+STABILITY: POSITION/ELEVATION WELL
 ES0616
 ES0616  HISTORY     - Date     Condition        Report By
 ES0616  HISTORY     - 1935     MONUMENTED       CGS
 ES0616  HISTORY     - 1982     GOOD             NGS
 ES0616
 ES0616                          STATION DESCRIPTION
 ES0616
 ES0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0616'5.4 MI NW FROM CAMP VERDE.
 ES0616'5.2 MILES NORTHWEST ALONG A COUNTY ROAD FROM CAMP VERDE, THENCE 0.2
 ES0616'MILES WEST ALONG ANOTHER COUNTY ROAD.  1.0 MILE NORTHEAST OF A ROAD
 ES0616'FORK, 1.1 MILE NORTH OF A POINT WHERE A POWER LINE CROSSES THE ROAD,
 ES0616'AT THE TOP OF A GRADE AND 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 ES0616'ROAD.
 ES0616
 ES0616                          STATION RECOVERY (1982)
 ES0616
 ES0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0616'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0616'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0616'IN CAMP VERDE, THENCE 4.0 KM (2.5 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0616'279, THENCE 0.3 KM (0.2 MI) ALONG A TRACK ROAD, AT THE CREST OF A
 ES0616'RIDGE, 20.0 METERS (66 FT) NORTHWEST OF THE TRACK ROAD CENTER.
 ES0616'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 ES0616'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0798 ***********************************************************************
 CG0798  DESIGNATION -  Z 112
 CG0798  PID         -  CG0798
 CG0798  STATE/COUNTY-  AZ/PIMA
 CG0798  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0798
 CG0798                         *CURRENT SURVEY CONTROL
 CG0798  ___________________________________________________________________
 CG0798* NAD 83(1986)-  31 49 45.     (N)    111 37 40.     (W)     SCALED    
 CG0798* NAVD 88     -      1039.06   (+/-2cm)    3409.0    (feet)  VERTCON   
 CG0798  ___________________________________________________________________
 CG0798  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CG0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0798
 CG0798.The horizontal coordinates were scaled from a topographic map and have
 CG0798.an estimated accuracy of +/- 6 seconds.
 CG0798
 CG0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0798.The vertical order pertains to the NGVD 29 superseded value.
 CG0798
 CG0798.The geoid height was determined by GEOID03.
 CG0798
 CG0798;                    North         East    Units  Estimated Accuracy
 CG0798;SPC AZ C     -    91,960.      240,710.      MT  (+/- 180 meters Scaled)
 CG0798
 CG0798                          SUPERSEDED SURVEY CONTROL
 CG0798
 CG0798  NGVD 29 (??/??/92) 1038.257  (m)         3406.35   (f) ADJ UNCH    2 0
 CG0798
 CG0798.Superseded values are not recommended for survey control.
 CG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0798.See file dsdata.txt to determine how the superseded data were derived.
 CG0798
 CG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA405216(NAD 83)
 CG0798_MARKER: DB = BENCH MARK DISK
 CG0798_SETTING: 66 = SET IN ROCK OUTCROP
 CG0798_SP_SET: ROCK OUTCROP
 CG0798_STAMPING: Z 112 1935
 CG0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0798+STABILITY: POSITION/ELEVATION WELL
 CG0798
 CG0798  HISTORY     - Date     Condition        Report By
 CG0798  HISTORY     - 1935     MONUMENTED       CGS
 CG0798  HISTORY     - 1952     GOOD             NGS
 CG0798
 CG0798                          STATION DESCRIPTION
 CG0798
 CG0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0798'13.7 MI E FROM TOPAWA MISSION.
 CG0798'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE MISSION AND POST OFFICE AT
 CG0798'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG THE BABOQUIVARI FOOT HILLS
 CG0798'ROAD, THENCE 2.0 MILES EAST ALONG FRESNAL CANYON ROAD, AT THE TOP OF A
 CG0798'RIDGE, SET IN TOP OF AN OUTCROP, 0.4 MILE NORTH OF ALISON MINE CAMP
 CG0798'BUILDING, 0.1 MILE NORTH OF ALLISON MINE CONCRETE DAM, 90 1/2 FEET
 CG0798'EAST OF THE CENTER OF THE ROAD AT THE TOP OF A RIDGE, 50.0 FEET
 CG0798'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST A UNITED
 CG0798'STATES GEOLOGICAL SURVEY METAL TAG STAMPED 3401.0, AND ABOUT 2 1/2
 CG0798'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0818 ***********************************************************************
 CG0818  DESIGNATION -  Z 113
 CG0818  PID         -  CG0818
 CG0818  STATE/COUNTY-  AZ/PIMA
 CG0818  USGS QUAD   -  SASABE (1982)
 CG0818
 CG0818                         *CURRENT SURVEY CONTROL
 CG0818  ___________________________________________________________________
 CG0818* NAD 83(1986)-  31 28 58.     (N)    111 32 40.     (W)     SCALED    
 CG0818* NAVD 88     -      1097.37   (+/-2cm)    3600.3    (feet)  VERTCON   
 CG0818  ___________________________________________________________________
 CG0818  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CG0818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0818
 CG0818.The horizontal coordinates were scaled from a topographic map and have
 CG0818.an estimated accuracy of +/- 6 seconds.
 CG0818
 CG0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0818.The vertical order pertains to the NGVD 29 superseded value.
 CG0818
 CG0818.The geoid height was determined by GEOID03.
 CG0818
 CG0818;                    North         East    Units  Estimated Accuracy
 CG0818;SPC AZ C     -    53,580.      248,730.      MT  (+/- 180 meters Scaled)
 CG0818
 CG0818                          SUPERSEDED SURVEY CONTROL
 CG0818
 CG0818  NGVD 29 (??/??/92) 1096.56   (m)         3597.6    (f) COMPUTED    2 0
 CG0818
 CG0818.Superseded values are not recommended for survey control.
 CG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0818.See file dsdata.txt to determine how the superseded data were derived.
 CG0818
 CG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV482832(NAD 83)
 CG0818_MARKER: DB = BENCH MARK DISK
 CG0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0818_STAMPING: Z 113 1935
 CG0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0818+STABILITY: SURFACE MOTION
 CG0818
 CG0818  HISTORY     - Date     Condition        Report By
 CG0818  HISTORY     - 1935     MONUMENTED       CGS
 CG0818  HISTORY     - 1951     GOOD             NGS
 CG0818  HISTORY     - 1958     GOOD             NGS
 CG0818  HISTORY     - 20010331 GOOD             NGS
 CG0818
 CG0818                          STATION DESCRIPTION
 CG0818
 CG0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0818'0.6 MI SW FROM SASABE.
 CG0818'0.6 MILE SOUTHWEST ALONG A ROAD LEADING SOUTHWEST TO MEXICO, 0.6 MILE
 CG0818'SOUTHWEST OF THE SCHOOL HOUSE AT SASABE, AT THE UNITED STATES AND
 CG0818'MEXICAN BOUNDARY LINE, 168 1/2 FEET SOUTHWEST ACROSS THE ROAD FROM THE
 CG0818'SOUTHWEST CORNER OF THE U. S. CUSTOMS BUILDING (BRICK), 186 FEET NORTH
 CG0818'ACROSS THE BOUNDARY LINE FROM THE NORTHEAST CORNER OF THE MEXICAN
 CG0818'CUSTOM HOUSE, 79 FEET WEST OF THE CENTER LINE OF THE ROAD AND THE
 CG0818'CENTER OF A CATTLE GUARD, 2.5 FEET SOUTH OF THE WITNESS POST AND UNDER
 CG0818'THE FENCE LINE, AND ABOUT 1.5 FOOT HIGHER THAN THE ROAD, AND SET IN
 CG0818'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0818
 CG0818                          STATION RECOVERY (1958)
 CG0818
 CG0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CG0818'RECOVERED IN GOOD CONDITION.
 CG0818
 CG0818                          STATION RECOVERY (2001)
 CG0818
 CG0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0818'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0242 ***********************************************************************
 CG0242  DESIGNATION -  Z 114
 CG0242  PID         -  CG0242
 CG0242  STATE/COUNTY-  AZ/PIMA
 CG0242  USGS QUAD   -  SAHUARITA (1981)
 CG0242
 CG0242                         *CURRENT SURVEY CONTROL
 CG0242  ___________________________________________________________________
 CG0242* NAD 83(1986)-  31 57 29.     (N)    110 57 18.     (W)     SCALED    
 CG0242* NAVD 88     -       824.17   (+/-2cm)    2704.0    (feet)  VERTCON   
 CG0242  ___________________________________________________________________
 CG0242  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0242  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0242
 CG0242.The horizontal coordinates were scaled from a topographic map and have
 CG0242.an estimated accuracy of +/- 6 seconds.
 CG0242
 CG0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0242.The vertical order pertains to the NGVD 29 superseded value.
 CG0242
 CG0242.The geoid height was determined by GEOID03.
 CG0242
 CG0242;                    North         East    Units  Estimated Accuracy
 CG0242;SPC AZ C     -   106,620.      304,270.      MT  (+/- 180 meters Scaled)
 CG0242
 CG0242                          SUPERSEDED SURVEY CONTROL
 CG0242
 CG0242  NGVD 29 (??/??/92)  823.538  (m)         2701.89   (f) ADJ UNCH    1 2
 CG0242
 CG0242.Superseded values are not recommended for survey control.
 CG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0242.See file dsdata.txt to determine how the superseded data were derived.
 CG0242
 CG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA042357(NAD 83)
 CG0242_MARKER: DB = BENCH MARK DISK
 CG0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0242_STAMPING: Z 114 1935
 CG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0242+STABILITY: SURFACE MOTION
 CG0242
 CG0242  HISTORY     - Date     Condition        Report By
 CG0242  HISTORY     - 1935     MONUMENTED       CGS
 CG0242  HISTORY     - 1953     GOOD             NGS
 CG0242  HISTORY     - 1960     GOOD             NGS
 CG0242  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0242  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0242
 CG0242                          STATION DESCRIPTION
 CG0242
 CG0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0242'IN SAHUARITA.
 CG0242'AT SAHUARITA, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 18.7 FEET
 CG0242'NORTH OF THE NORTH FACE OF THE STATION (A RAILROAD BOX CAR), 43.3 FEET
 CG0242'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A SAMAPHORE,
 CG0242'41.3 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 7.1 FEET EAST OF
 CG0242'THE NORTHEAST CORNER OF A COAL BIN, 1.6 FEET SOUTH OF A WITNESS POST,
 CG0242'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CG0242'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0242
 CG0242                          STATION RECOVERY (1960)
 CG0242
 CG0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0242'RECOVERED IN GOOD CONDITION.
 CG0242
 CG0242                          STATION RECOVERY (1976)
 CG0242
 CG0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0242'MARK NOT FOUND.
 CG0242
 CG0242                          STATION RECOVERY (1980)
 CG0242
 CG0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0242'SEARCHED FOR BUT NOT RECOVERED, THE RAILROAD STATION HAS BEEN
 CG0242'REMOVED AND RAILROAD RIGHT OF WAY HAS BEEN GRADED, MARK BELIEVED
 CG0242'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0557 ***********************************************************************
 FS0557  DESIGNATION -  Z 116
 FS0557  PID         -  FS0557
 FS0557  STATE/COUNTY-  AZ/MOHAVE
 FS0557  USGS QUAD   -  KINGMAN NW (1983)
 FS0557
 FS0557                         *CURRENT SURVEY CONTROL
 FS0557  ___________________________________________________________________
 FS0557* NAD 83(1986)-  35 14 08.     (N)    114 09 12.     (W)     SCALED    
 FS0557* NAVD 88     -       958.237  (meters)    3143.82   (feet)  POSTED    
 FS0557  ___________________________________________________________________
 FS0557  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FS0557  DYNAMIC HT  -         957.130 (meters)    3140.18  (feet)  COMP
 FS0557  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 FS0557
 FS0557  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0557
 FS0557.The horizontal coordinates were scaled from a topographic map and have
 FS0557.an estimated accuracy of +/- 6 seconds.
 FS0557
 FS0557.The orthometric height was determined by differential leveling
 FS0557.and adjusted by the  in 1992.
 FS0557.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0557.rate of 1.1 thru 2.0 mm/km.
 FS0557
 FS0557.The geoid height was determined by GEOID03.
 FS0557
 FS0557.The dynamic height is computed by dividing the NAVD 88
 FS0557.geopotential number by the normal gravity value computed on the
 FS0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0557.degrees latitude (g = 980.6199 gals.).
 FS0557
 FS0557.The modeled gravity was interpolated from observed gravity values.
 FS0557
 FS0557;                    North         East    Units  Estimated Accuracy
 FS0557;SPC AZ W     -   469,800.      176,650.      MT  (+/- 180 meters Scaled)
 FS0557
 FS0557                          SUPERSEDED SURVEY CONTROL
 FS0557
 FS0557  NGVD 29 (??/??/92)  957.446  (m)         3141.22   (f) ADJ UNCH    1 2
 FS0557
 FS0557.Superseded values are not recommended for survey control.
 FS0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0557.See file dsdata.txt to determine how the superseded data were derived.
 FS0557
 FS0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV590028(NAD 83)
 FS0557_MARKER: DB = BENCH MARK DISK
 FS0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0557_STAMPING: Z 116 1935
 FS0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0557+STABILITY: SURFACE MOTION
 FS0557
 FS0557  HISTORY     - Date     Condition        Report By
 FS0557  HISTORY     - 1935     MONUMENTED       CGS
 FS0557  HISTORY     - 1940     GOOD             NGS
 FS0557  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0557  HISTORY     - 20050521 MARK NOT FOUND   INDIV
 FS0557
 FS0557                          STATION DESCRIPTION
 FS0557
 FS0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0557'7.2 MI NW FROM KINGMAN.
 FS0557'7.2 MILES NORTHWEST ALONG THE OLD CHLORIDE ROAD FROM THE
 FS0557'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT KINGMAN, 0.5
 FS0557'MILE SOUTHEAST OF THE JUNCTION OF THE ROAD LEADING WEST TO
 FS0557'KATHERINE, ABOUT 400 FET NORTHWEST OF THE CENTER OF A WIDE FLAT
 FS0557'WASH, 100 FEET SOUTHEAST OF A LARGE GREASEWOOD BUSH AT THE
 FS0557'EDGE OF THE ROAD, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD
 FS0557'ROAD, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 FS0557'STANDARD DISK, STAMPED Z 116 1935 AND SET IN THE TOP OF A
 FS0557'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0557
 FS0557                          STATION RECOVERY (1982)
 FS0557
 FS0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0557'NOT RECOVERED.
 FS0557
 FS0557                          STATION RECOVERY (2005)
 FS0557
 FS0557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LB)
 FS0557'USCGS STATION MARKER Z 116 WAS NEVER ACTUALLY RECOVERED
 FS0557'BY ME, HOWEVER AN OLD 4X4 WHITE PAINTED WITNESS POST WAS
 FS0557'FOUND NEARBY, AND IT IS MOST LIKELY THAT THE SURVEY MARKER
 FS0557'WOULD HAVE REMAINED INTACT PRIOR TO THE YEAR 2002, BECAUSE
 FS0557'THE 2.5 ACRE PARCEL OF LOT 16 BLOCK N IN THE GOLDEN SAGE RANCHOS
 FS0557'UNIT 54 (SUBDIVIDED IN 1960) WAS NEVER GRADED BY THE PROPERTY OWNERS
 FS0557'FOR RESIDENTIAL
 FS0557'DEVELOPMENT UNTIL APRIL OF 2002.
 FS0557' 
 FS0557'FURTHER CORROBORATIVE PROOF THAT THE STATION MARKER EXISTED
 FS0557'IS THAT A ELEVATION MARKER IS DESIGNATED WITH AN X AS
 FS0557'BM 3141 ON THE USGS 7.5 QUADRANGLE MAP OF KINGMAN NW,
 FS0557'NEAR THE CENTER OF SECTION 1 T21N R18W, WHERE THE MARKER
 FS0557'WAS ORIGINALLY MONUMENTED IN 1935 ALONG THE OLD KINGMAN TO
 FS0557'CHLORIDE ROAD, CIRCA 1917-1945(BETTER KNOWN AS THE OLD BOULDER DAM
 FS0557'HIGHWAY) BEFORE THE PRESENT DAY HIGHWAY 93 WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0613 ***********************************************************************
 CG0613  DESIGNATION -  Z 117
 CG0613  PID         -  CG0613
 CG0613  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0613  USGS QUAD   -  PENA BLANCA LAKE (1981)
 CG0613
 CG0613                         *CURRENT SURVEY CONTROL
 CG0613  ___________________________________________________________________
 CG0613* NAD 83(1986)-  31 23 18.     (N)    111 05 42.     (W)     SCALED    
 CG0613* NAVD 88     -      1185.70   (+/-2cm)    3890.1    (feet)  VERTCON   
 CG0613  ___________________________________________________________________
 CG0613  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CG0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0613
 CG0613.The horizontal coordinates were scaled from a topographic map and have
 CG0613.an estimated accuracy of +/- 6 seconds.
 CG0613
 CG0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0613.The vertical order pertains to the NGVD 29 superseded value.
 CG0613
 CG0613.The geoid height was determined by GEOID03.
 CG0613
 CG0613;                    North         East    Units  Estimated Accuracy
 CG0613;SPC AZ C     -    43,340.      291,510.      MT  (+/- 180 meters Scaled)
 CG0613
 CG0613                          SUPERSEDED SURVEY CONTROL
 CG0613
 CG0613  NGVD 29 (??/??/92) 1184.801  (m)         3887.13   (f) ADJ UNCH    2 0
 CG0613
 CG0613.Superseded values are not recommended for survey control.
 CG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0613.See file dsdata.txt to determine how the superseded data were derived.
 CG0613
 CG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV909726(NAD 83)
 CG0613_MARKER: DB = BENCH MARK DISK
 CG0613_SETTING: 66 = SET IN ROCK OUTCROP
 CG0613_SP_SET: ROCK LEDGE
 CG0613_STAMPING: Z 117 1935
 CG0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0613+STABILITY: POSITION/ELEVATION WELL
 CG0613
 CG0613  HISTORY     - Date     Condition        Report By
 CG0613  HISTORY     - 1935     MONUMENTED       CGS
 CG0613  HISTORY     - 1957     MARK NOT FOUND   USGS
 CG0613  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0613
 CG0613                          STATION DESCRIPTION
 CG0613
 CG0613'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CG0613'7.3 MI N FROM NOGALES.
 CG0613'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0613'STATION AT NOGALES, SANTA CRUZ COUNTY, THENCE 10.9 MILES WEST ALONG
 CG0613'THE RUBY ROAD.  0.2 MILE WEST OF A STOCK PEN AND WATERING PLACE, 23
 CG0613'FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK LEDGE,
 CG0613'AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Z 117 1935.
 CG0613'NOTE-- THERE ARE NO ROCK LEDGES 23 FEET NORTH OF ROAD AT THIS POINT.
 CG0613
 CG0613                          STATION RECOVERY (1976)
 CG0613
 CG0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0732 ***********************************************************************
 CG0732  DESIGNATION -  Z 118
 CG0732  PID         -  CG0732
 CG0732  STATE/COUNTY-  AZ/PIMA
 CG0732  USGS QUAD   -  TOPAWA (1979)
 CG0732
 CG0732                         *CURRENT SURVEY CONTROL
 CG0732  ___________________________________________________________________
 CG0732* NAD 83(1986)-  31 48 49.     (N)    111 49 24.     (W)     SCALED    
 CG0732* NAVD 88     -       754.60   (+/-2cm)    2475.7    (feet)  VERTCON   
 CG0732  ___________________________________________________________________
 CG0732  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 CG0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0732
 CG0732.The horizontal coordinates were scaled from a topographic map and have
 CG0732.an estimated accuracy of +/- 6 seconds.
 CG0732
 CG0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0732.The vertical order pertains to the NGVD 29 superseded value.
 CG0732
 CG0732.The geoid height was determined by GEOID03.
 CG0732
 CG0732;                    North         East    Units  Estimated Accuracy
 CG0732;SPC AZ C     -    90,210.      222,200.      MT  (+/- 180 meters Scaled)
 CG0732
 CG0732                          SUPERSEDED SURVEY CONTROL
 CG0732
 CG0732  NGVD 29 (??/??/92)  753.889  (m)         2473.38   (f) ADJ UNCH    2 0
 CG0732
 CG0732.Superseded values are not recommended for survey control.
 CG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0732.See file dsdata.txt to determine how the superseded data were derived.
 CG0732
 CG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA220200(NAD 83)
 CG0732_MARKER: DB = BENCH MARK DISK
 CG0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0732_SP_SET: STEP
 CG0732_STAMPING: Z 118 1935
 CG0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0732
 CG0732  HISTORY     - Date     Condition        Report By
 CG0732  HISTORY     - 1935     MONUMENTED       CGS
 CG0732  HISTORY     - 1952     GOOD             NGS
 CG0732
 CG0732                          STATION DESCRIPTION
 CG0732
 CG0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0732'IN TOPAWA.
 CG0732'AT THE TOPAWA POST OFFICE AND SAN SOLANO MISSION, AND SET IN THE TOP
 CG0732'OF THE WEST END OF THE TOP STEP LEADING TO THE DOOR TO THE UNITED
 CG0732'STATES POST OFFICE ON THE SOUTH SIDE OF THE BUILDING, 39.7 FEET NORTH
 CG0732'OF THE CENTER OF THE IRON GATE TO THE POST OFFICE, 13.2 FEET SOUTH OF
 CG0732'THE CENTER OF THE DOOR TO THE BUILDING OF THE POST OFFICE AND MISSION,
 CG0732'0.6 FOOT EAST OF THE WEST END OF THE TOP STEP, 0.4 FOOT SOUTH OF THE
 CG0732'SOUTH EDGE OF THE CONCRETE PATIO, AND ABOUT 1 FOOT HIGHER THAN THE
 CG0732'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0564 ***********************************************************************
 FS0564  DESIGNATION -  Z 119
 FS0564  PID         -  FS0564
 FS0564  STATE/COUNTY-  AZ/MOHAVE
 FS0564  USGS QUAD   -  KINGMAN (1980)
 FS0564
 FS0564                         *CURRENT SURVEY CONTROL
 FS0564  ___________________________________________________________________
 FS0564* NAD 83(1986)-  35 11 59.     (N)    114 04 37.     (W)     SCALED    
 FS0564* NAVD 88     -      1054.866  (meters)    3460.84   (feet)  ADJUSTED  
 FS0564  ___________________________________________________________________
 FS0564  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FS0564  DYNAMIC HT  -        1053.622 (meters)    3456.76  (feet)  COMP
 FS0564  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 FS0564
 FS0564  VERT ORDER  -  FIRST     CLASS II
 FS0564
 FS0564.The horizontal coordinates were scaled from a topographic map and have
 FS0564.an estimated accuracy of +/- 6 seconds.
 FS0564
 FS0564.The orthometric height was determined by differential leveling
 FS0564.and adjusted in June 1991.
 FS0564
 FS0564.The geoid height was determined by GEOID03.
 FS0564
 FS0564.The dynamic height is computed by dividing the NAVD 88
 FS0564.geopotential number by the normal gravity value computed on the
 FS0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0564.degrees latitude (g = 980.6199 gals.).
 FS0564
 FS0564.The modeled gravity was interpolated from observed gravity values.
 FS0564
 FS0564;                    North         East    Units  Estimated Accuracy
 FS0564;SPC AZ W     -   465,790.      183,590.      MT  (+/- 180 meters Scaled)
 FS0564
 FS0564                          SUPERSEDED SURVEY CONTROL
 FS0564
 FS0564  NGVD 29 (??/??/92) 1054.067  (m)         3458.22   (f) ADJ UNCH    1 2
 FS0564
 FS0564.Superseded values are not recommended for survey control.
 FS0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0564.See file dsdata.txt to determine how the superseded data were derived.
 FS0564
 FS0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU661991(NAD 83)
 FS0564_MARKER: DB = BENCH MARK DISK
 FS0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0564_SP_SET: CULVERT
 FS0564_STAMPING: Z 119 1935
 FS0564_MARK LOGO: CGS   
 FS0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0564+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 FS0564
 FS0564  HISTORY     - Date     Condition        Report By
 FS0564  HISTORY     - 1935     MONUMENTED       CGS
 FS0564  HISTORY     - 1940     GOOD             NGS
 FS0564  HISTORY     - 1982     GOOD             NGS
 FS0564  HISTORY     - 20060427 GOOD             NGS
 FS0564
 FS0564                          STATION DESCRIPTION
 FS0564
 FS0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FS0564'1.6 MI NW FROM KINGMAN.
 FS0564'1.3 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE ATCHISON, TOPEKA
 FS0564'AND SANTA FE RAILWAY STATION AT KINGMAN, THENCE 0.3 MILE
 FS0564'NORTHWEST ALONG THE OLD CHLORIDE ROAD, ABOUT 500 FEET NORTH OF
 FS0564'U.S. HIGHWAY 93, 50 FEET NORTH OF THE CENTERLINE OF THE OLD
 FS0564'ROAD, 45 FEET NORTHEAST OF THE NORTH END OF A 36-INCH PIPE
 FS0564'CULVERT, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 2 FEET HIGHER
 FS0564'THAN THE ROAD.  A STANDARD DISK, STAMPED Z 119 1935.
 FS0564
 FS0564                          STATION RECOVERY (1982)
 FS0564
 FS0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0564'1.6 KM (1.0 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0564'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF LOW OUTCROP, 110 METERS (350
 FS0564'FT) NORTHEAST OF AND ACROSS FORT BEALE DRIVE FROM THE CENTERLINE OF
 FS0564'THE HIGHWAY, ON THE SOUTHEAST BANK OF A WASH, 14.6 METERS (48 FT)
 FS0564'NORTHEAST OF THE CENTERLINE OF FORT BEALE DRIVE, NOTE--FORT BEALE
 FS0564'DRIVE FILL IS HAND PILLED STONE VISABLE FROM THE HIGHWAY.
 FS0564'THE MARK IS 1.2 M ABOVE THE DRIVE.
 FS0564
 FS0564                          STATION RECOVERY (2006)
 FS0564
 FS0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FS0564'FT. BEALE DRIVE (OLD CHLORIDE ROAD) IS NO LONGER US 93, WHICH WAS
 FS0564'RE-ALIGNED.  STATION IS 0.4 MI NW ALONG FT. BEALE DRIVE FROM JUNCTION
 FS0564'WITH US 93 = WEST BEALE ST.  AT WITNESS POST IS AT SIDE OF ROAD,
 FS0564'PROXIMATE TO MARK.  MARK IS SET IN BEDROCK, NOT A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0974 ***********************************************************************
 DV0974  DESIGNATION -  Z 12
 DV0974  PID         -  DV0974
 DV0974  STATE/COUNTY-  AZ/MARICOPA
 DV0974  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV0974
 DV0974                         *CURRENT SURVEY CONTROL
 DV0974  ___________________________________________________________________
 DV0974* NAD 83(2007)-  33 36 07.47081(N)    113 17 22.26394(W)     ADJUSTED  
 DV0974* NAVD 88     -       437.999  (meters)    1437.00   (feet)  ADJUSTED  
 DV0974  ___________________________________________________________________
 DV0974  EPOCH DATE  -        2007.00
 DV0974  X           -  -2,102,677.190 (meters)                     COMP
 DV0974  Y           -  -4,884,821.588 (meters)                     COMP
 DV0974  Z           -   3,509,994.854 (meters)                     COMP
 DV0974  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DV0974  ELLIP HEIGHT-         406.947 (meters)          (02/10/07) ADJUSTED
 DV0974  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DV0974  DYNAMIC HT  -         437.481 (meters)    1435.30  (feet)  COMP
 DV0974
 DV0974  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV0974  Type    PID    Designation                      North   East  Ellip
 DV0974  -------------------------------------------------------------------
 DV0974  NETWORK DV0974 Z 12                              0.59   0.53   0.98
 DV0974  -------------------------------------------------------------------
 DV0974  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 DV0974
 DV0974  VERT ORDER  -  FIRST     CLASS II
 DV0974
 DV0974.The horizontal coordinates were established by GPS observations
 DV0974.and adjusted by the National Geodetic Survey in February 2007.
 DV0974
 DV0974.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV0974.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV0974.The horizontal coordinates are valid at the epoch date displayed above.
 DV0974.The epoch date for horizontal control is a decimal equivalence
 DV0974.of Year/Month/Day.
 DV0974
 DV0974.The orthometric height was determined by differential leveling
 DV0974.and adjusted in June 1991.
 DV0974
 DV0974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV0974
 DV0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV0974
 DV0974.The ellipsoidal height was determined by GPS observations
 DV0974.and is referenced to NAD 83.
 DV0974
 DV0974.The geoid height was determined by GEOID03.
 DV0974
 DV0974.The dynamic height is computed by dividing the NAVD 88
 DV0974.geopotential number by the normal gravity value computed on the
 DV0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0974.degrees latitude (g = 980.6199 gals.).
 DV0974
 DV0974.The modeled gravity was interpolated from observed gravity values.
 DV0974
 DV0974;                    North         East     Units Scale Factor Converg.
 DV0974;SPC AZ C     -   289,365.783    85,949.091   MT  1.00010007   -0 45 35.5
 DV0974;SPC AZ C     -   949,362.81    281,985.21   iFT  1.00010007   -0 45 35.5
 DV0974;UTM  12      - 3,720,385.996   287,565.142   MT  1.00015639   -1 16 03.2
 DV0974
 DV0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV0974!SPC AZ C     -   0.99993612  x   1.00010007  =   1.00003618
 DV0974!UTM  12      -   0.99993612  x   1.00015639  =   1.00009250
 DV0974
 DV0974                          SUPERSEDED SURVEY CONTROL
 DV0974
 DV0974  NAD 83(1992)-  33 36 07.46981(N)    113 17 22.26369(W) AD(       ) B
 DV0974  ELLIP H (04/12/01)  406.973  (m)                       GP(       ) 3 2
 DV0974  NAVD 88 (04/12/01)  438.00   (m)         1437.0    (f) LEVELING    3  
 DV0974  NGVD 29 (??/??/92)  437.332  (m)         1434.81   (f) ADJ UNCH    1 2
 DV0974
 DV0974.Superseded values are not recommended for survey control.
 DV0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0974.See file dsdata.txt to determine how the superseded data were derived.
 DV0974
 DV0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC8756520386(NAD 83)
 DV0974_MARKER: DB = BENCH MARK DISK
 DV0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0974_STAMPING: 1434.813 Z 12 1927
 DV0974_MARK LOGO: CGS   
 DV0974_PROJECTION: PROJECTING 15 CENTIMETERS
 DV0974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DV0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0974+STABILITY: SURFACE MOTION
 DV0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0974+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DV0974
 DV0974  HISTORY     - Date     Condition        Report By
 DV0974  HISTORY     - 1927     MONUMENTED       CGS
 DV0974  HISTORY     - 1934     GOOD             NGS
 DV0974  HISTORY     - 1981     GOOD             NGS
 DV0974  HISTORY     - 20000401 GOOD             MCDOT
 DV0974
 DV0974                          STATION DESCRIPTION
 DV0974
 DV0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0974'22.9 MI SE FROM SALOME.
 DV0974'IN MARICOPA COUNTY, 22.9 MILES SOUTHEAST ALONG THE HASSAYAMPA ROAD
 DV0974'FROM THE JUNCTION OF U.S. HIGHWAY 60 AT SALOME, YUMA COUNTY, 0.8 MILE
 DV0974'SOUTHEAST OF THE JUNCTION OF A STRAIGHT ROAD LEADING SOUTH TOWARD A
 DV0974'DISTANT HIGH PEAK, IN LINE WITH A MESQUITE TREE AND COURTHOUSE ROCK TO
 DV0974'THE SOUTH, IN A BARE SPOT, 110 YARDS NORTHWEST OF A LARGE MESQUITE
 DV0974'TREE AT THE NORTH EDGE OF THE ROAD, 42 YARDS NORTH OF THE CENTERLINE
 DV0974'OF THE ROAD, AND 33 FEET SOUTH OF THE CENTERLINE OF AN ABANDONED ROAD.
 DV0974'A STANDARD DISK, STAMPED 1434.813 Z 12 1927 AND SET IN THE TOP OF A
 DV0974'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 DV0974
 DV0974                          STATION RECOVERY (1981)
 DV0974
 DV0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0974'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV0974'AT TONOPAH, THENCE 25.5 KM (15.85 MI ) NORTHWEST ALONG SALOME ROAD,
 DV0974'1.2 KM (0.75 MI) SOUTHEAST OF THE JUNCTION OF EAGLE ROAD, 42.1 METERS
 DV0974'(138 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 DV0974'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DV0974'THE MARK IS 0.3 M ABOVE THE ROAD.
 DV0974
 DV0974                          STATION RECOVERY (2000)
 DV0974
 DV0974'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 DV0974'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0358 ***********************************************************************
 FS0358  DESIGNATION -  Z 121
 FS0358  PID         -  FS0358
 FS0358  STATE/COUNTY-  AZ/MOHAVE
 FS0358  USGS QUAD   -  DOLAN SPRINGS (1989)
 FS0358
 FS0358                         *CURRENT SURVEY CONTROL
 FS0358  ___________________________________________________________________
 FS0358* NAD 83(1992)-  35 30 17.12851(N)    114 20 08.52409(W)     ADJUSTED  
 FS0358* NAVD 88     -       938.202  (meters)    3078.08   (feet)  ADJUSTED  
 FS0358  ___________________________________________________________________
 FS0358  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS0358  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0358  DYNAMIC HT  -         937.124 (meters)    3074.55  (feet)  COMP
 FS0358  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 FS0358
 FS0358  HORZ ORDER  -  SECOND
 FS0358  VERT ORDER  -  FIRST     CLASS I
 FS0358
 FS0358.The horizontal coordinates were established by classical geodetic methods
 FS0358.and adjusted by the National Geodetic Survey in August 1993.
 FS0358
 FS0358.The orthometric height was determined by differential leveling
 FS0358.and adjusted in June 1991.
 FS0358
 FS0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0358
 FS0358.The geoid height was determined by GEOID03.
 FS0358
 FS0358.The dynamic height is computed by dividing the NAVD 88
 FS0358.geopotential number by the normal gravity value computed on the
 FS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0358.degrees latitude (g = 980.6199 gals.).
 FS0358
 FS0358.The modeled gravity was interpolated from observed gravity values.
 FS0358
 FS0358;                    North         East     Units Scale Factor Converg.
 FS0358;SPC AZ W     -   499,743.470   160,226.065   MT  0.99996811   -0 20 24.6
 FS0358;SPC AZ W     - 1,639,578.31    525,676.07   iFT  0.99996811   -0 20 24.6
 FS0358;UTM  11      - 3,932,285.521   741,647.850   MT  1.00031966   +1 32 53.1
 FS0358
 FS0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0358!SPC AZ W     -   0.99985723  x   0.99996811  =   0.99982535
 FS0358!UTM  11      -   0.99985723  x   1.00031966  =   1.00017685
 FS0358
 FS0358                          SUPERSEDED SURVEY CONTROL
 FS0358
 FS0358  NAD 83(1986)-  35 30 17.12635(N)    114 20 08.51832(W) AD(       ) 2
 FS0358  NAD 27      -  35 30 17.15300(N)    114 20 05.66500(W) AD(       ) 2
 FS0358  NGVD 29 (??/??/92)  937.416  (m)         3075.51   (f) ADJ UNCH    1 1
 FS0358
 FS0358.Superseded values are not recommended for survey control.
 FS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0358.See file dsdata.txt to determine how the superseded data were derived.
 FS0358
 FS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4164832286(NAD 83)
 FS0358_MARKER: DB = BENCH MARK DISK
 FS0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0358_STAMPING: Z 121 1935
 FS0358_MARK LOGO: CGS   
 FS0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0358+STABILITY: SURFACE MOTION
 FS0358
 FS0358  HISTORY     - Date     Condition        Report By
 FS0358  HISTORY     - 1947     MONUMENTED       CGS
 FS0358  HISTORY     - 1949     GOOD             NGS
 FS0358  HISTORY     - 1950     GOOD             NGS
 FS0358  HISTORY     - 1982     GOOD             NGS
 FS0358
 FS0358                          STATION DESCRIPTION
 FS0358
 FS0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FS0358'TO REACH THE STATION FROM THE ATCHISON, TOPEKA, AND SANTA FE
 FS0358'RAILROAD DEPOT IN KINGMAN GO NORTH AND WEST ON U.S. HIGHWAY 93
 FS0358'AND 466 FOR 27.7 MILES TO THE STATION.  A DRIVE STATION.
 FS0358'
 FS0358'THE STATION IS A STANDARD USC AND GS BENCH MARK DISK SET
 FS0358'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING 10
 FS0358'INCHES ABOVE THE GROUND, IS STAMPED Z 121 1935.  IT IS 1-1/2 FOOT
 FS0358'EAST OF A 4 INCH SQUARE WHITE WOODEN WITNESS POST, AND 22-1/2
 FS0358'FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FS0358
 FS0358                          STATION RECOVERY (1949)
 FS0358
 FS0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FS0358'8.5 MI NW FROM GRASSHOPPER JUNCTION.
 FS0358'8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0358'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, 0.15 MILE SOUTHEAST
 FS0358'OF MILEPOST 44, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FS0358'HIGHWAY, 26.3 FEET SOUTHWEST OF A FENCE, 36.2 FEET NORTHWEST OF
 FS0358'TRIANGULATION STATION DONELLI, 2.0 FEET NORTHEAST OF A WITNESS
 FS0358'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 FS0358'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  THE
 FS0358'NEW U.S. HIGHWAY 93 IS NOW U.S. HIGHWAY 93-466.  THE STATION
 FS0358'IS LOCATED FROM CHLORIDE (BY ROAD) FROM THE POST OFFICE BY GOING
 FS0358'WEST 3.7 MILES TO THE INTERSECTION OF STATE HIGHWAY 62 WITH
 FS0358'U.S. HIGHWAY 93-466, THENCE NORTH ON U.S. HIGHWAY 8.3 MILES TO
 FS0358'THE STATION ON THE LEFT.  THE MARK IS 22.5 FEET WEST OF THE
 FS0358'RIGHT-OF-WAY FENCE, AND 1.5 FEET EAST OF A WITNESS POST.
 FS0358
 FS0358                          STATION RECOVERY (1950)
 FS0358
 FS0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FS0358'RECOVERED IN GOOD CONDITION.
 FS0358
 FS0358                          STATION RECOVERY (1982)
 FS0358
 FS0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0809 ***********************************************************************
 CG0809  DESIGNATION -  Z 122
 CG0809  PID         -  CG0809
 CG0809  STATE/COUNTY-  AZ/PIMA
 CG0809  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0809
 CG0809                         *CURRENT SURVEY CONTROL
 CG0809  ___________________________________________________________________
 CG0809* NAD 83(1986)-  31 33 27.     (N)    111 32 21.     (W)     SCALED    
 CG0809* NAVD 88     -      1087.08   (+/-2cm)    3566.5    (feet)  VERTCON   
 CG0809  ___________________________________________________________________
 CG0809  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CG0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0809
 CG0809.The horizontal coordinates were scaled from a topographic map and have
 CG0809.an estimated accuracy of +/- 6 seconds.
 CG0809
 CG0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0809.The vertical order pertains to the NGVD 29 superseded value.
 CG0809
 CG0809.The geoid height was determined by GEOID03.
 CG0809
 CG0809;                    North         East    Units  Estimated Accuracy
 CG0809;SPC AZ C     -    61,870.      249,200.      MT  (+/- 180 meters Scaled)
 CG0809
 CG0809                          SUPERSEDED SURVEY CONTROL
 CG0809
 CG0809  NGVD 29 (??/??/92) 1086.278  (m)         3563.90   (f) ADJ UNCH    2 0
 CG0809
 CG0809.Superseded values are not recommended for survey control.
 CG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0809.See file dsdata.txt to determine how the superseded data were derived.
 CG0809
 CG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV488915(NAD 83)
 CG0809_MARKER: DB = BENCH MARK DISK
 CG0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0809_STAMPING: Z 122 1935
 CG0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0809+STABILITY: SURFACE MOTION
 CG0809
 CG0809  HISTORY     - Date     Condition        Report By
 CG0809  HISTORY     - 1935     MONUMENTED       CGS
 CG0809  HISTORY     - 1951     GOOD             NGS
 CG0809  HISTORY     - 1977     GOOD             USGS
 CG0809
 CG0809                          STATION DESCRIPTION
 CG0809
 CG0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CG0809'4.9 MI N FROM SASABE.
 CG0809'4.9 MILES NORTH ALONG THE THREE POINTS-SASABE ROAD FROM THE SCHOOL
 CG0809'HOUSE AT SASABE, AT A T JUNCTION OF THE MAIN ROAD AND A ROAD LEADING
 CG0809'WEST, AND ABOUT 110 FEET NORTH OF A POWER LINE POLE, 83 1/2 FEET WEST
 CG0809'OF THE CENTER LINE OF THE MAIN ROAD, 20 1/2 FEET NORTH OF THE CENTER
 CG0809'LINE OF THE TRACK ROAD LEADING WEST, 1.7 FEET SOUTH OF THE WITNESS
 CG0809'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0809'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CG0809
 CG0809                          STATION RECOVERY (1977)
 CG0809
 CG0809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0809'SASABE, 4.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE TO RD.
 CG0809'LEADING W. 110 FT N. OF POWERLINE POLE, 83.5 FT W. OF CENTERLINE OF
 CG0809'HWY., 20.5 FT N. OF CENTERLINE OF RD. LEADING W., 1.7 FT S. OF
 CG0809'WITNESS POST, 1 FT HIGHER THAN RD. SET IN TOP OF CONCRETE POST
 CG0809'PROJECTING 0.8 FT ABOVE GROUND. STANDARD DISK STAMPED Z 122 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0575 ***********************************************************************
 FS0575  DESIGNATION -  Z 124
 FS0575  PID         -  FS0575
 FS0575  STATE/COUNTY-  AZ/MOHAVE
 FS0575  USGS QUAD   -  KINGMAN (1980)
 FS0575
 FS0575                         *CURRENT SURVEY CONTROL
 FS0575  ___________________________________________________________________
 FS0575* NAD 83(1986)-  35 12 08.     (N)    114 01 22.     (W)     SCALED    
 FS0575* NAVD 88     -      1068.163  (meters)    3504.46   (feet)  POSTED    
 FS0575  ___________________________________________________________________
 FS0575  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FS0575  DYNAMIC HT  -        1066.900 (meters)    3500.32  (feet)  COMP
 FS0575  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FS0575
 FS0575  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0575
 FS0575.The horizontal coordinates were scaled from a topographic map and have
 FS0575.an estimated accuracy of +/- 6 seconds.
 FS0575
 FS0575.The orthometric height was determined by differential leveling
 FS0575.and adjusted by the  in 1992.
 FS0575.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0575.was located on a no-check spur therefore a value was not computed.
 FS0575.No vertical observational check was made to the station.
 FS0575
 FS0575.The geoid height was determined by GEOID03.
 FS0575
 FS0575.The dynamic height is computed by dividing the NAVD 88
 FS0575.geopotential number by the normal gravity value computed on the
 FS0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0575.degrees latitude (g = 980.6199 gals.).
 FS0575
 FS0575.The modeled gravity was interpolated from observed gravity values.
 FS0575
 FS0575;                    North         East    Units  Estimated Accuracy
 FS0575;SPC AZ W     -   466,060.      188,520.      MT  (+/- 180 meters Scaled)
 FS0575
 FS0575                          SUPERSEDED SURVEY CONTROL
 FS0575
 FS0575  NGVD 29 (??/??/92) 1067.357  (m)         3501.82   (f) ADJ UNCH    1 1
 FS0575
 FS0575.Superseded values are not recommended for survey control.
 FS0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0575.See file dsdata.txt to determine how the superseded data were derived.
 FS0575
 FS0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU710995(NAD 83)
 FS0575_MARKER: DB = BENCH MARK DISK
 FS0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0575_STAMPING: Z 124 1935
 FS0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0575+STABILITY: SURFACE MOTION
 FS0575
 FS0575  HISTORY     - Date     Condition        Report By
 FS0575  HISTORY     - 1935     MONUMENTED       CGS
 FS0575  HISTORY     - 1962     GOOD             NGS
 FS0575  HISTORY     - 1982     MARK NOT FOUND   NGS
 FS0575
 FS0575                          STATION DESCRIPTION
 FS0575
 FS0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FS0575'2.5 MI NE FROM KINGMAN.
 FS0575'ABOUT 2.5 MILES NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA
 FS0575'FE RAILWAY FROM THE STATION AT KINGMAN, 200 FEET NORTH OF THE
 FS0575'CONSOLIDATED FELDSPAR CROP. PLANT, 130 FEET NORTH OF IRON MILEPOST
 FS0575'514, 120 FEET WEST OF THE WEST END OF A RAILWAY BRIDGE, 98 FEET
 FS0575'NORTHWEST OF THE CENTER OF THE NORTH TRACK, 2.5 FEET SOUTH OF
 FS0575'A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FS0575'POST PROJECTING 0.5 FOOT.
 FS0575
 FS0575                          STATION RECOVERY (1982)
 FS0575
 FS0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0575'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0572 ***********************************************************************
 FS0572  DESIGNATION -  Z 126
 FS0572  PID         -  FS0572
 FS0572  STATE/COUNTY-  AZ/MOHAVE
 FS0572  USGS QUAD   -  KINGMAN (1980)
 FS0572
 FS0572                         *CURRENT SURVEY CONTROL
 FS0572  ___________________________________________________________________
 FS0572* NAD 83(1986)-  35 11 13.     (N)    114 01 58.     (W)     SCALED    
 FS0572* NAVD 88     -      1049.700  (meters)    3443.89   (feet)  ADJUSTED  
 FS0572  ___________________________________________________________________
 FS0572  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0572  DYNAMIC HT  -        1048.456 (meters)    3439.81  (feet)  COMP
 FS0572  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 FS0572
 FS0572  VERT ORDER  -  FIRST     CLASS II
 FS0572
 FS0572.The horizontal coordinates were scaled from a topographic map and have
 FS0572.an estimated accuracy of +/- 6 seconds.
 FS0572
 FS0572.The orthometric height was determined by differential leveling
 FS0572.and adjusted in June 1991.
 FS0572
 FS0572.The geoid height was determined by GEOID03.
 FS0572
 FS0572.The dynamic height is computed by dividing the NAVD 88
 FS0572.geopotential number by the normal gravity value computed on the
 FS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0572.degrees latitude (g = 980.6199 gals.).
 FS0572
 FS0572.The modeled gravity was interpolated from observed gravity values.
 FS0572
 FS0572;                    North         East    Units  Estimated Accuracy
 FS0572;SPC AZ W     -   464,360.      187,610.      MT  (+/- 180 meters Scaled)
 FS0572
 FS0572                          SUPERSEDED SURVEY CONTROL
 FS0572
 FS0572  NGVD 29 (??/??/92) 1048.902  (m)         3441.27   (f) ADJ UNCH    1 2
 FS0572
 FS0572.Superseded values are not recommended for survey control.
 FS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0572.See file dsdata.txt to determine how the superseded data were derived.
 FS0572
 FS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU701978(NAD 83)
 FS0572_MARKER: DB = BENCH MARK DISK
 FS0572_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FS0572_SP_SET: UNSPECIFIED ROCK
 FS0572_STAMPING: Z 126 1935
 FS0572_MARK LOGO: CGS   
 FS0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0572+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FS0572
 FS0572  HISTORY     - Date     Condition        Report By
 FS0572  HISTORY     - 1935     MONUMENTED       CGS
 FS0572  HISTORY     - 1961     GOOD             NGS
 FS0572  HISTORY     - 1982     GOOD             NGS
 FS0572  HISTORY     - 20060422 GOOD             NGS
 FS0572
 FS0572                          STATION DESCRIPTION
 FS0572
 FS0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FS0572'1.3 MI E FROM KINGMAN.
 FS0572'ABOUT 1.3 MILES EAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FS0572'RAILWAY FROM THE STATION AT KINGMAN, NEAR SIGNAL 5152, 50 FEET
 FS0572'WEST OF THE WEST RAIL, 115 FEET SOUTHWEST OF SIGNAL 5152, 90 FEET
 FS0572'SOUTHEAST OF AN ABANDONED SIGNAL, 25 FEET EAST OF THE CENTER OF
 FS0572'AN ABANDONED TRACK, 50 FEET NORTH OF A POLE, ABOUT 2 FEET ABOVE
 FS0572'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A LARGE BLACK
 FS0572'ROCK PROJECTING ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.
 FS0572
 FS0572                          STATION RECOVERY (1982)
 FS0572
 FS0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FS0572'2.1 KM (1.3 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 FS0572'RAILROAD FROM THE STATION AT KINGMAN, 15.2 METERS (50 FT) WEST OF THE
 FS0572'WEST RAIL, 8.7 METERS (28.5 FT) EAST OF THE CENTER OF A DIRT ROAD, SET
 FS0572'IN TOP OF A LARGE BLACK ROCK PROJECTING ABOUT 2 FT ABOVE THE SURFACE
 FS0572'OF THE GROUND.
 FS0572'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 FS0572'THE MARK IS ABOVE LEVEL WITH THE TRACK.
 FS0572
 FS0572                          STATION RECOVERY (2006)
 FS0572
 FS0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 FS0572'RR IS NOW BURLINGTON NORTHERN - SANTA FE.  WITNESS POST HAS NO SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0093 ***********************************************************************
 GQ0093  DESIGNATION -  Z 127
 GQ0093  PID         -  GQ0093
 GQ0093  STATE/COUNTY-  AZ/MOHAVE
 GQ0093  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0093
 GQ0093                         *CURRENT SURVEY CONTROL
 GQ0093  ___________________________________________________________________
 GQ0093* NAD 83(1986)-  36 10 47.     (N)    113 55 53.     (W)     SCALED    
 GQ0093* NAVD 88     -       474.558  (meters)    1556.95   (feet)  POSTED    
 GQ0093  ___________________________________________________________________
 GQ0093  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GQ0093  DYNAMIC HT  -         474.050 (meters)    1555.28  (feet)  COMP
 GQ0093  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 GQ0093
 GQ0093  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0093
 GQ0093.The horizontal coordinates were scaled from a topographic map and have
 GQ0093.an estimated accuracy of +/- 6 seconds.
 GQ0093
 GQ0093.The orthometric height was determined by differential leveling
 GQ0093.and adjusted by the  in 1992.
 GQ0093.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0093.rate of 0.0 thru 1.0 mm/km.
 GQ0093
 GQ0093.The geoid height was determined by GEOID03.
 GQ0093
 GQ0093.The dynamic height is computed by dividing the NAVD 88
 GQ0093.geopotential number by the normal gravity value computed on the
 GQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0093.degrees latitude (g = 980.6199 gals.).
 GQ0093
 GQ0093.The modeled gravity was interpolated from observed gravity values.
 GQ0093
 GQ0093;                    North         East    Units  Estimated Accuracy
 GQ0093;SPC AZ W     -   574,490.      197,040.      MT  (+/- 180 meters Scaled)
 GQ0093
 GQ0093                          SUPERSEDED SURVEY CONTROL
 GQ0093
 GQ0093  NGVD 29 (??/??/92)  473.846  (m)         1554.61   (f) ADJ UNCH    1 1
 GQ0093
 GQ0093.Superseded values are not recommended for survey control.
 GQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0093.See file dsdata.txt to determine how the superseded data were derived.
 GQ0093
 GQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF363078(NAD 83)
 GQ0093_MARKER: DB = BENCH MARK DISK
 GQ0093_SETTING: 80 = SET IN A BOULDER
 GQ0093_SP_SET: BOULDER
 GQ0093_STAMPING: Z 127 1935
 GQ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0093+STABILITY: SURFACE MOTION
 GQ0093
 GQ0093  HISTORY     - Date     Condition        Report By
 GQ0093  HISTORY     - 1935     MONUMENTED       CGS
 GQ0093  HISTORY     - 1950     GOOD             NGS
 GQ0093
 GQ0093                          STATION DESCRIPTION
 GQ0093
 GQ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0093'61.9 MI SE FROM RIVERSIDE, NV.
 GQ0093'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0093'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0093'THENCE 22.2 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0093'FERRY ROAD, IN SNAP CANYON, ABOUT 73 YARDS NORTHEAST OF THE MOUTH OF A
 GQ0093'DEEP RAVINE ENTERING THE CANYON FROM THE SOUTHEAST, IN THE TOP OF THE
 GQ0093'WEST ONE OF TWO LARGE GRANITE BOULDERS, IN THE APPROXIMATE CENTER OF
 GQ0093'THE CANYON, AND ABOUT 4 FEET HIGHER THAN THE BED OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0413 ***********************************************************************
 FS0413  DESIGNATION -  Z 128
 FS0413  PID         -  FS0413
 FS0413  STATE/COUNTY-  AZ/MOHAVE
 FS0413  USGS QUAD   -  GARNET MOUNTAIN NW (1989)
 FS0413
 FS0413                         *CURRENT SURVEY CONTROL
 FS0413  ___________________________________________________________________
 FS0413* NAD 83(1986)-  35 58 50.     (N)    114 08 24.     (W)     SCALED    
 FS0413* NAVD 88     -       484.619  (meters)    1589.95   (feet)  POSTED    
 FS0413  ___________________________________________________________________
 FS0413  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FS0413  DYNAMIC HT  -         484.120 (meters)    1588.32  (feet)  COMP
 FS0413  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FS0413
 FS0413  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0413
 FS0413.The horizontal coordinates were scaled from a topographic map and have
 FS0413.an estimated accuracy of +/- 6 seconds.
 FS0413
 FS0413.The orthometric height was determined by differential leveling
 FS0413.and adjusted by the  in 1992.
 FS0413.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0413.rate of 4.1 thru 8.0 mm/km.
 FS0413
 FS0413.The geoid height was determined by GEOID03.
 FS0413
 FS0413.The dynamic height is computed by dividing the NAVD 88
 FS0413.geopotential number by the normal gravity value computed on the
 FS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0413.degrees latitude (g = 980.6199 gals.).
 FS0413
 FS0413.The modeled gravity was interpolated from observed gravity values.
 FS0413
 FS0413;                    North         East    Units  Estimated Accuracy
 FS0413;SPC AZ W     -   552,440.      178,190.      MT  (+/- 180 meters Scaled)
 FS0413
 FS0413                          SUPERSEDED SURVEY CONTROL
 FS0413
 FS0413  NGVD 29 (??/??/92)  483.971  (m)         1587.83   (f) ADJ UNCH    1 1
 FS0413
 FS0413.Superseded values are not recommended for survey control.
 FS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0413.See file dsdata.txt to determine how the superseded data were derived.
 FS0413
 FS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV578855(NAD 83)
 FS0413_MARKER: DB = BENCH MARK DISK
 FS0413_SETTING: 66 = SET IN ROCK OUTCROP
 FS0413_SP_SET: ROCK OUTCROP
 FS0413_STAMPING: Z 128 1935
 FS0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0413+STABILITY: POSITION/ELEVATION WELL
 FS0413
 FS0413  HISTORY     - Date     Condition        Report By
 FS0413  HISTORY     - 1935     MONUMENTED       CGS
 FS0413  HISTORY     - 1950     GOOD             NGS
 FS0413  HISTORY     - 1959     MARK NOT FOUND   NGS
 FS0413
 FS0413                          STATION DESCRIPTION
 FS0413
 FS0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0413'3 MI S FROM MOUTH OF HUALPAI WASH.
 FS0413'3.0 MILES SOUTH ALONG A NARROW DIRT ROAD FROM THE MOUTH OF HUALPAI
 FS0413'WASH ON THE SOUTH SHORE OF LAKE MEAD, ABOUT 110 YARDS SOUTHWEST
 FS0413'OF AND ACROSS HUALPAI WASH FROM THE MOUTH OF A DEEP NARROW RAVINE,
 FS0413'AT THE BASE OF THE WEST BANK OF THE WASH, IN THE TOP OF AN
 FS0413'OUTCROP, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 FS0413'LEVEL WITH THE BED OF THE WASH.
 FS0413
 FS0413                          STATION RECOVERY (1959)
 FS0413
 FS0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FS0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0109 ***********************************************************************
 GQ0109  DESIGNATION -  Z 129
 GQ0109  PID         -  GQ0109
 GQ0109  STATE/COUNTY-  AZ/MOHAVE
 GQ0109  USGS QUAD   -  SNAP CANYON WEST (1971)
 GQ0109
 GQ0109                         *CURRENT SURVEY CONTROL
 GQ0109  ___________________________________________________________________
 GQ0109* NAD 83(1986)-  36 13 51.     (N)    113 53 08.     (W)     SCALED    
 GQ0109* NAVD 88     -       686.746  (meters)    2253.10   (feet)  POSTED    
 GQ0109  ___________________________________________________________________
 GQ0109  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 GQ0109  DYNAMIC HT  -         686.020 (meters)    2250.72  (feet)  COMP
 GQ0109  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 GQ0109
 GQ0109  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0109
 GQ0109.The horizontal coordinates were scaled from a topographic map and have
 GQ0109.an estimated accuracy of +/- 6 seconds.
 GQ0109
 GQ0109.The orthometric height was determined by differential leveling
 GQ0109.and adjusted by the  in 1992.
 GQ0109.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0109.rate of 0.0 thru 1.0 mm/km.
 GQ0109
 GQ0109.The geoid height was determined by GEOID03.
 GQ0109
 GQ0109.The dynamic height is computed by dividing the NAVD 88
 GQ0109.geopotential number by the normal gravity value computed on the
 GQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0109.degrees latitude (g = 980.6199 gals.).
 GQ0109
 GQ0109.The modeled gravity was interpolated from observed gravity values.
 GQ0109
 GQ0109;                    North         East    Units  Estimated Accuracy
 GQ0109;SPC AZ W     -   580,150.      201,170.      MT  (+/- 180 meters Scaled)
 GQ0109
 GQ0109                          SUPERSEDED SURVEY CONTROL
 GQ0109
 GQ0109  NGVD 29 (??/??/92)  686.034  (m)         2250.76   (f) ADJ UNCH    1 1
 GQ0109
 GQ0109.Superseded values are not recommended for survey control.
 GQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0109.See file dsdata.txt to determine how the superseded data were derived.
 GQ0109
 GQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF406134(NAD 83)
 GQ0109_MARKER: DB = BENCH MARK DISK
 GQ0109_SETTING: 80 = SET IN A BOULDER
 GQ0109_SP_SET: BOULDER
 GQ0109_STAMPING: Z 129 1935
 GQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0109+STABILITY: SURFACE MOTION
 GQ0109
 GQ0109  HISTORY     - Date     Condition        Report By
 GQ0109  HISTORY     - 1935     MONUMENTED       CGS
 GQ0109  HISTORY     - 1950     GOOD             NGS
 GQ0109
 GQ0109                          STATION DESCRIPTION
 GQ0109
 GQ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0109'55.8 MI SE FROM RIVERSIDE, NV.
 GQ0109'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0109'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0109'THENCE 16.1 MILES SOUTHEAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GQ0109'FERRY ROAD, AT A POINT WHERE THE ROAD CROSSES A SMALL DRAW, IN THE TOP
 GQ0109'OF A BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, 45 FEET NORTHEAST
 GQ0109'OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHWEST OF A CAIRN, AND ABOUT
 GQ0109'3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0699 ***********************************************************************
 DA0699  DESIGNATION -  Z 13
 DA0699  PID         -  DA0699
 DA0699  STATE/COUNTY-  AZ/MARICOPA
 DA0699  USGS QUAD   -  GILA BEND (1973)
 DA0699
 DA0699                         *CURRENT SURVEY CONTROL
 DA0699  ___________________________________________________________________
 DA0699* NAD 83(1986)-  32 56 48.     (N)    112 42 55.     (W)     SCALED    
 DA0699* NAVD 88     -       224.949  (meters)     738.02   (feet)  ADJUSTED  
 DA0699  ___________________________________________________________________
 DA0699  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DA0699  DYNAMIC HT  -         224.684 (meters)     737.15  (feet)  COMP
 DA0699  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 DA0699
 DA0699  VERT ORDER  -  FIRST     CLASS II
 DA0699
 DA0699.The horizontal coordinates were scaled from a topographic map and have
 DA0699.an estimated accuracy of +/- 6 seconds.
 DA0699
 DA0699.The orthometric height was determined by differential leveling
 DA0699.and adjusted in June 1991.
 DA0699
 DA0699.The geoid height was determined by GEOID03.
 DA0699
 DA0699.The dynamic height is computed by dividing the NAVD 88
 DA0699.geopotential number by the normal gravity value computed on the
 DA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0699.degrees latitude (g = 980.6199 gals.).
 DA0699
 DA0699.The modeled gravity was interpolated from observed gravity values.
 DA0699
 DA0699;                    North         East    Units  Estimated Accuracy
 DA0699;SPC AZ C     -   216,120.      138,690.      MT  (+/- 180 meters Scaled)
 DA0699
 DA0699                          SUPERSEDED SURVEY CONTROL
 DA0699
 DA0699  NGVD 29 (??/??/92)  224.386  (m)          736.17   (f) ADJ UNCH    1 2
 DA0699
 DA0699.Superseded values are not recommended for survey control.
 DA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0699.See file dsdata.txt to determine how the superseded data were derived.
 DA0699
 DA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB396466(NAD 83)
 DA0699_MARKER: DB = BENCH MARK DISK
 DA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0699_STAMPING: 736.173 Z 13 1927 R.M.NO. 1 48 V GILA BEND
 DA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0699+STABILITY: SURFACE MOTION
 DA0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0699+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2007
 DA0699
 DA0699  HISTORY     - Date     Condition        Report By
 DA0699  HISTORY     - 1927     MONUMENTED       CGS
 DA0699  HISTORY     - 1953     GOOD             NGS
 DA0699  HISTORY     - 1980     GOOD             NGS
 DA0699  HISTORY     - 1980     GOOD             NGS
 DA0699  HISTORY     - 1981     GOOD             NGS
 DA0699  HISTORY     - 19941201 GOOD             USPSQD
 DA0699  HISTORY     - 20060220 GOOD             USPSQD
 DA0699  HISTORY     - 20070413 GOOD             GEOCAC
 DA0699
 DA0699                          STATION DESCRIPTION
 DA0699
 DA0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DA0699'THIS MARK IS THE REFERENCE MARK NO 1 FOR GILA BEND.
 DA0699
 DA0699                          STATION RECOVERY (1953)
 DA0699
 DA0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DA0699'IN GILA BEND.
 DA0699'AT GILA BEND, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 255.6 FEET
 DA0699'NORTHWEST OF AND ACROSS THE TRACKS FROM THE NORTHWEST CORNER OF THE
 DA0699'RAILROAD STATION, ABOUT 112 YARDS WEST OF THE LARGEST AND MOST
 DA0699'WESTERLY OF 2 WATER TANKS, 192.2 FET NORTH OF THE NORTH RAIL OF THE
 DA0699'MAIN TRACK, 49 1/2 FEET SOUTH OF THE CENTER LINE OF A STREET, 3.6 FEET
 DA0699'EAST OF A RAILROAD PROPERTY SIGN POST, 2.2 FEET WEST OF A WITNESS
 DA0699'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 DA0699'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DA0699
 DA0699                          STATION RECOVERY (1980)
 DA0699
 DA0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0699'RECOVERED IN GOOD CONDITION.
 DA0699
 DA0699                          STATION RECOVERY (1980)
 DA0699
 DA0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0699'RECOVERED IN GOOD CONDITION.
 DA0699
 DA0699                          STATION RECOVERY (1981)
 DA0699
 DA0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA0699'RECOVERED IN GOOD CONDITION.
 DA0699
 DA0699                          STATION RECOVERY (1994)
 DA0699
 DA0699'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA0699'RECOVERED IN GOOD CONDITION.
 DA0699
 DA0699                          STATION RECOVERY (2006)
 DA0699
 DA0699'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0699'RECOVERED AS DESCRIBED. NO WITNESS POST.
 DA0699
 DA0699                          STATION RECOVERY (2007)
 DA0699
 DA0699'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0594 ***********************************************************************
 FR0594  DESIGNATION -  Z 130
 FR0594  PID         -  FR0594
 FR0594  STATE/COUNTY-  AZ/MOHAVE
 FR0594  USGS QUAD   -  GRAPEVINE CANYON (1968)
 FR0594
 FR0594                         *CURRENT SURVEY CONTROL
 FR0594  ___________________________________________________________________
 FR0594* NAD 83(1986)-  35 56 45.     (N)    113 56 58.     (W)     SCALED    
 FR0594* NAVD 88     -      1623.721  (meters)    5327.16   (feet)  POSTED    
 FR0594  ___________________________________________________________________
 FR0594  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FR0594  DYNAMIC HT  -        1621.770 (meters)    5320.76  (feet)  COMP
 FR0594  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 FR0594
 FR0594  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0594
 FR0594.The horizontal coordinates were scaled from a topographic map and have
 FR0594.an estimated accuracy of +/- 6 seconds.
 FR0594
 FR0594.The orthometric height was determined by differential leveling
 FR0594.and adjusted by the  in 1992.
 FR0594.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0594.was located on a no-check spur therefore a value was not computed.
 FR0594.No vertical observational check was made to the station.
 FR0594
 FR0594.The geoid height was determined by GEOID03.
 FR0594
 FR0594.The dynamic height is computed by dividing the NAVD 88
 FR0594.geopotential number by the normal gravity value computed on the
 FR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0594.degrees latitude (g = 980.6199 gals.).
 FR0594
 FR0594.The modeled gravity was interpolated from observed gravity values.
 FR0594
 FR0594;                    North         East    Units  Estimated Accuracy
 FR0594;SPC AZ W     -   548,540.      195,370.      MT  (+/- 180 meters Scaled)
 FR0594
 FR0594                          SUPERSEDED SURVEY CONTROL
 FR0594
 FR0594  NGVD 29 (??/??/92) 1622.892  (m)         5324.44   (f) ADJ UNCH    2 0
 FR0594
 FR0594.Superseded values are not recommended for survey control.
 FR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0594.See file dsdata.txt to determine how the superseded data were derived.
 FR0594
 FR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE339819(NAD 83)
 FR0594_MARKER: DB = BENCH MARK DISK
 FR0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0594_STAMPING: Z 130 1935
 FR0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0594+STABILITY: SURFACE MOTION
 FR0594
 FR0594  HISTORY     - Date     Condition        Report By
 FR0594  HISTORY     - 1935     MONUMENTED       CGS
 FR0594  HISTORY     - 1970     GOOD             USGS
 FR0594
 FR0594                          STATION DESCRIPTION
 FR0594
 FR0594'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FR0594'10.8 MI NW FROM DIAMOND BAR RANCH.
 FR0594'ABOUT 7.1 MILES NORTHEAST OF DIAMOND BAR RANCH ALONG ROAD LEADING TO
 FR0594'THE HUALAPAI INDIAN RESERVATION TO A Y FORK, TAKE LEFT FORK NORTH
 FR0594'ALONG THE WEST BOUNDARY OF INDIAN RESERVATION FOR 1.5 MILES TO A Y
 FR0594'FORK CONTINUE WEST, LEFT FORK FOR 2.3 MILES. BM IS 12 FEET SOUTHWEST
 FR0594'OF CENTER LINE OF ROAD.  A STANDARD TABLET SET IN CONCRETE POST
 FR0594'PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0251 ***********************************************************************
 DT0251  DESIGNATION -  Z 132
 DT0251  PID         -  DT0251
 DT0251  STATE/COUNTY-  AZ/APACHE
 DT0251  USGS QUAD   -  BIG LAKE NORTH (1991)
 DT0251
 DT0251                         *CURRENT SURVEY CONTROL
 DT0251  ___________________________________________________________________
 DT0251* NAD 83(1986)-  33 54 36.     (N)    109 26 30.     (W)     SCALED    
 DT0251* NAVD 88     -      2749.206  (meters)    9019.69   (feet)  ADJUSTED  
 DT0251  ___________________________________________________________________
 DT0251  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 DT0251  DYNAMIC HT  -        2744.566 (meters)    9004.46  (feet)  COMP
 DT0251  MODELED GRAV-     978,848.3   (mgal)                       NAVD 88
 DT0251
 DT0251  VERT ORDER  -  SECOND    CLASS 0
 DT0251
 DT0251.The horizontal coordinates were scaled from a topographic map and have
 DT0251.an estimated accuracy of +/- 6 seconds.
 DT0251
 DT0251.The orthometric height was determined by differential leveling
 DT0251.and adjusted in June 1991.
 DT0251
 DT0251.The geoid height was determined by GEOID03.
 DT0251
 DT0251.The dynamic height is computed by dividing the NAVD 88
 DT0251.geopotential number by the normal gravity value computed on the
 DT0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0251.degrees latitude (g = 980.6199 gals.).
 DT0251
 DT0251.The modeled gravity was interpolated from observed gravity values.
 DT0251
 DT0251;                    North         East    Units  Estimated Accuracy
 DT0251;SPC AZ E     -   322,910.      280,400.      MT  (+/- 180 meters Scaled)
 DT0251
 DT0251                          SUPERSEDED SURVEY CONTROL
 DT0251
 DT0251  NGVD 29 (??/??/92) 2747.934  (m)         9015.51   (f) ADJ UNCH    2 0
 DT0251
 DT0251.Superseded values are not recommended for survey control.
 DT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0251.See file dsdata.txt to determine how the superseded data were derived.
 DT0251
 DT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC440532(NAD 83)
 DT0251_MARKER: DB = BENCH MARK DISK
 DT0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0251_STAMPING: Z-132 1935
 DT0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0251+STABILITY: SURFACE MOTION
 DT0251
 DT0251  HISTORY     - Date     Condition        Report By
 DT0251  HISTORY     - 1935     MONUMENTED       CGS
 DT0251
 DT0251                          STATION DESCRIPTION
 DT0251
 DT0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0251'2.7 MI NE FROM THOMPSON RANCH.
 DT0251'2.7 MI NE ALONG ROAD TO SPRINGERVILLE AND VOIGT RANCH ON THE ROAD TO
 DT0251'SPRINGERVILLE, AT THE JUNCTION OF THE SPRINGERVILLE AND GREER ROAD, 44
 DT0251'FEET SOUTH OF THE CENTERLINE OF THE SPRINGERVILLE ROAD, 75 FEET NE OF
 DT0251'THE CENTER OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0140 ***********************************************************************
 ET0140  DESIGNATION -  Z 133
 ET0140  PID         -  ET0140
 ET0140  STATE/COUNTY-  AZ/YAVAPAI
 ET0140  USGS QUAD   -  HICKEY MOUNTAIN (1973)
 ET0140
 ET0140                         *CURRENT SURVEY CONTROL
 ET0140  ___________________________________________________________________
 ET0140* NAD 83(1986)-  34 41 53.     (N)    112 08 20.     (W)     SCALED    
 ET0140* NAVD 88     -      2298.46   (+/-2cm)    7540.9    (feet)  VERTCON   
 ET0140  ___________________________________________________________________
 ET0140  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ET0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0140
 ET0140.The horizontal coordinates were scaled from a topographic map and have
 ET0140.an estimated accuracy of +/- 6 seconds.
 ET0140
 ET0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0140.The vertical order pertains to the NGVD 29 superseded value.
 ET0140
 ET0140.The geoid height was determined by GEOID03.
 ET0140
 ET0140;                    North         East    Units  Estimated Accuracy
 ET0140;SPC AZ C     -   410,100.      193,000.      MT  (+/- 180 meters Scaled)
 ET0140
 ET0140                          SUPERSEDED SURVEY CONTROL
 ET0140
 ET0140  NGVD 29 (??/??/92) 2297.490  (m)         7537.68   (f) ADJ UNCH    2 0
 ET0140
 ET0140.Superseded values are not recommended for survey control.
 ET0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0140.See file dsdata.txt to determine how the superseded data were derived.
 ET0140
 ET0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD956401(NAD 83)
 ET0140_MARKER: DB = BENCH MARK DISK
 ET0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0140_STAMPING: Z 133 1935
 ET0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0140+STABILITY: SURFACE MOTION
 ET0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ET0140+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 ET0140
 ET0140  HISTORY     - Date     Condition        Report By
 ET0140  HISTORY     - 1935     MONUMENTED       CGS
 ET0140  HISTORY     - 1973     GOOD             USGS
 ET0140  HISTORY     - 20071110 GOOD             GEOCAC
 ET0140
 ET0140                          STATION DESCRIPTION
 ET0140
 ET0140'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0140'9.45 MI SW FROM JEROME.
 ET0140'ABOUT 7.7  MILES SOUTHWEST ALONG STATE HIGHWAY 79-- ABOUT 7.9 MILES
 ET0140'SOUTHWEST ALONG STATE HIGHWAY 89 A FROM THE P.O. AT JEROME, YAVAPAI
 ET0140'CO..  THENCE 1.55 MILES SOUTH ALONG THE CHERRY ROAD TO A ROAD
 ET0140'INTERSECTION.  120 FEET NORTHWEST OF A CATTLE GUARD.  68 FEET
 ET0140'NORTHWEST OF THE ROAD INTERSECTION.  55 FEET NORTH OF THE CENTERLINE
 ET0140'OF THE ROAD LEADING SOUTHWEST.  A STANDARD USC AND GS TABLET STAMPED Z
 ET0140'133 1935 SET IN TOP OF A CONCRETE POST.
 ET0140
 ET0140                          STATION RECOVERY (2007)
 ET0140
 ET0140'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 ET0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0067 ***********************************************************************
 FS0067  DESIGNATION -  Z 134
 FS0067  PID         -  FS0067
 FS0067  STATE/COUNTY-  AZ/MOHAVE
 FS0067  USGS QUAD   -  RINGBOLT RAPIDS (1980)
 FS0067
 FS0067                         *CURRENT SURVEY CONTROL
 FS0067  ___________________________________________________________________
 FS0067* NAD 83(1986)-  35 57 25.     (N)    114 39 29.     (W)     SCALED    
 FS0067* NAVD 88     -       666.185  (meters)    2185.64   (feet)  ADJUSTED  
 FS0067  ___________________________________________________________________
 FS0067  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FS0067  DYNAMIC HT  -         665.509 (meters)    2183.42  (feet)  COMP
 FS0067  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 FS0067
 FS0067  VERT ORDER  -  FIRST     CLASS I
 FS0067
 FS0067.The horizontal coordinates were scaled from a topographic map and have
 FS0067.an estimated accuracy of +/- 6 seconds.
 FS0067
 FS0067.The orthometric height was determined by differential leveling
 FS0067.and adjusted in June 1991.
 FS0067
 FS0067.The geoid height was determined by GEOID03.
 FS0067
 FS0067.The dynamic height is computed by dividing the NAVD 88
 FS0067.geopotential number by the normal gravity value computed on the
 FS0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0067.degrees latitude (g = 980.6199 gals.).
 FS0067
 FS0067.The modeled gravity was interpolated from observed gravity values.
 FS0067
 FS0067;                    North         East    Units  Estimated Accuracy
 FS0067;SPC AZ W     -   550,140.      131,450.      MT  (+/- 180 meters Scaled)
 FS0067
 FS0067                          SUPERSEDED SURVEY CONTROL
 FS0067
 FS0067  NGVD 29 (??/??/92)  665.488  (m)         2183.36   (f) ADJ UNCH    1 1
 FS0067
 FS0067.Superseded values are not recommended for survey control.
 FS0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0067.See file dsdata.txt to determine how the superseded data were derived.
 FS0067
 FS0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV112817(NAD 83)
 FS0067_MARKER: DB = BENCH MARK DISK
 FS0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0067_STAMPING: Z 134 1935
 FS0067_MARK LOGO: CGS   
 FS0067_PROJECTION: PROJECTING 17 CENTIMETERS
 FS0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0067+STABILITY: SURFACE MOTION
 FS0067
 FS0067  HISTORY     - Date     Condition        Report By
 FS0067  HISTORY     - 1935     MONUMENTED       CGS
 FS0067  HISTORY     - 1950     GOOD             NGS
 FS0067  HISTORY     - 1963     GOOD             NGS
 FS0067  HISTORY     - 1981     GOOD             NGS
 FS0067
 FS0067                          STATION DESCRIPTION
 FS0067
 FS0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0067'7.2 MI SE FROM HOOVER DAM.
 FS0067'7.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE SOUTHEAST
 FS0067'(ARIZONA) END OF HOOVER DAM, 0.15 MILE SOUTHEAST OF MILEPOST
 FS0067'7, 0.1 MILE SOUTHEAST OF A SIGN READING KINGMAN 65, ON THE
 FS0067'NORTHWEST SLOPE OF A GRADE, 81.1 FEET SOUTHEAST OF THE SOUTHEAST
 FS0067'CORNER OF THE SOUTHWEST CONCRETE HEAD WALL OF A 5- BY 5-FOOT
 FS0067'CONCRETE BOX CULVERT, 32.5 FEET SOUTHWEST OF THE CENTER LINE
 FS0067'OF THE HIGHWAY, 27.0 FEET SOUTH OF THE SOUTHEAST END OF A GUARD
 FS0067'RAIL, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET
 FS0067'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0067'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0067
 FS0067                          STATION RECOVERY (1963)
 FS0067
 FS0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0067'RECOVERED IN GOOD CONDITION.
 FS0067
 FS0067                          STATION RECOVERY (1981)
 FS0067
 FS0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0067'11.3 KM (7.0 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE SOUTHEAST END
 FS0067'OF HOOVER DAM, ON THE NORTHWEST SLOPE OF A GRADE, 83.8 METERS (275 FT)
 FS0067'NORTHWEST OF MILEPOST 7, 20.9 METERS (68.5 FT) NORTHEAST OF THE
 FS0067'CENTERLINE OF THE HIGHWAY, 9.9 METERS (32.5 FT) SOUTHWEST OF THE
 FS0067'CENTERLINE OF THE OLD HIGHWAY, 24.7 METERS (81 FT) SOUTHEAST OF THE
 FS0067'SOUTH CORNER OF A 5 BY 5 FOOT BOX CULVERT, 14.3 METERS (47 FT)
 FS0067'NORTH-NORTHEAST OF A SIGN READING WATCH FOR ANIMALS.
 FS0067'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FS0067'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0554 ***********************************************************************
 GR0554  DESIGNATION -  Z 135
 GR0554  PID         -  GR0554
 GR0554  STATE/COUNTY-  AZ/MOHAVE
 GR0554  USGS QUAD   -  HOOVER DAM (1997)
 GR0554
 GR0554                         *CURRENT SURVEY CONTROL
 GR0554  ___________________________________________________________________
 GR0554* NAD 83(1986)-  36 00 55.     (N)    114 44 22.     (W)     SCALED    
 GR0554* NAVD 88     -       206.370  (meters)     677.07   (feet)  POSTED    
 GR0554  ___________________________________________________________________
 GR0554  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0554  DYNAMIC HT  -         206.170 (meters)     676.41  (feet)  COMP
 GR0554  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 GR0554
 GR0554  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0554
 GR0554.The horizontal coordinates were scaled from a topographic map and have
 GR0554.an estimated accuracy of +/- 6 seconds.
 GR0554
 GR0554.The orthometric height was determined by differential leveling
 GR0554.and adjusted by the  in 1992.
 GR0554.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0554.rate of 4.1 thru 8.0 mm/km.
 GR0554
 GR0554.The geoid height was determined by GEOID03.
 GR0554
 GR0554.The dynamic height is computed by dividing the NAVD 88
 GR0554.geopotential number by the normal gravity value computed on the
 GR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0554.degrees latitude (g = 980.6199 gals.).
 GR0554
 GR0554.The modeled gravity was interpolated from observed gravity values.
 GR0554
 GR0554;                    North         East    Units  Estimated Accuracy
 GR0554;SPC AZ W     -   556,680.      124,170.      MT  (+/- 180 meters Scaled)
 GR0554
 GR0554                          SUPERSEDED SURVEY CONTROL
 GR0554
 GR0554  NGVD 29 (??/??/92)  205.679  (m)          674.80   (f) ADJ UNCH    1 1
 GR0554
 GR0554.Superseded values are not recommended for survey control.
 GR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0554.See file dsdata.txt to determine how the superseded data were derived.
 GR0554
 GR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037880(NAD 83)
 GR0554_MARKER: DB = BENCH MARK DISK
 GR0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0554_SP_SET: PLATFORM
 GR0554_STAMPING: Z 135 1935
 GR0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0554
 GR0554  HISTORY     - Date     Condition        Report By
 GR0554  HISTORY     - 1935     MONUMENTED       CGS
 GR0554  HISTORY     - 1950     GOOD             NGS
 GR0554  HISTORY     - 1963     GOOD             NGS
 GR0554  HISTORY     - 1990     GOOD             USPSQD
 GR0554
 GR0554                          STATION DESCRIPTION
 GR0554
 GR0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0554'IN HOOVER DAM.
 GR0554'AT THE BOTTOM OF HOOVER DAM, AT THE NORTHEAST (UPSTREAM) END OF THE
 GR0554'ARIZONA RAMP, IN THE TOP OF A LEDGE OF THE TRANSFORMER PLATFORM, 1.9
 GR0554'FEET SOUTHWEST OF THE NORTHEAST END, AND 1.7 FEET HIGHER THAN THE RAMP
 GR0554'FLOOR.
 GR0554
 GR0554                          STATION RECOVERY (1963)
 GR0554
 GR0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0554'RECOVERED IN GOOD CONDITION.
 GR0554
 GR0554                          STATION RECOVERY (1990)
 GR0554
 GR0554'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0274 ***********************************************************************
 DT0274  DESIGNATION -  Z 136
 DT0274  PID         -  DT0274
 DT0274  STATE/COUNTY-  AZ/GREENLEE
 DT0274  USGS QUAD   -  BUFFALO CROSSING (1991)
 DT0274
 DT0274                         *CURRENT SURVEY CONTROL
 DT0274  ___________________________________________________________________
 DT0274* NAD 83(1986)-  33 45 08.     (N)    109 21 04.     (W)     SCALED    
 DT0274* NAVD 88     -      2334.011  (meters)    7657.50   (feet)  ADJUSTED  
 DT0274  ___________________________________________________________________
 DT0274  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DT0274  DYNAMIC HT  -        2330.221 (meters)    7645.07  (feet)  COMP
 DT0274  MODELED GRAV-     978,928.3   (mgal)                       NAVD 88
 DT0274
 DT0274  VERT ORDER  -  SECOND    CLASS 0
 DT0274
 DT0274.The horizontal coordinates were scaled from a topographic map and have
 DT0274.an estimated accuracy of +/- 6 seconds.
 DT0274
 DT0274.The orthometric height was determined by differential leveling
 DT0274.and adjusted in June 1991.
 DT0274
 DT0274.The geoid height was determined by GEOID03.
 DT0274
 DT0274.The dynamic height is computed by dividing the NAVD 88
 DT0274.geopotential number by the normal gravity value computed on the
 DT0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0274.degrees latitude (g = 980.6199 gals.).
 DT0274
 DT0274.The modeled gravity was interpolated from observed gravity values.
 DT0274
 DT0274;                    North         East    Units  Estimated Accuracy
 DT0274;SPC AZ E     -   305,470.      288,920.      MT  (+/- 180 meters Scaled)
 DT0274
 DT0274                          SUPERSEDED SURVEY CONTROL
 DT0274
 DT0274  NGVD 29 (??/??/92) 2332.946  (m)         7654.01   (f) ADJ UNCH    2 0
 DT0274
 DT0274.Superseded values are not recommended for survey control.
 DT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0274.See file dsdata.txt to determine how the superseded data were derived.
 DT0274
 DT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC527359(NAD 83)
 DT0274_MARKER: DB = BENCH MARK DISK
 DT0274_SETTING: 66 = SET IN ROCK OUTCROP
 DT0274_SP_SET: ROCK OUTCROP
 DT0274_STAMPING: Z-136 1935
 DT0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0274+STABILITY: POSITION/ELEVATION WELL
 DT0274
 DT0274  HISTORY     - Date     Condition        Report By
 DT0274  HISTORY     - 1935     MONUMENTED       CGS
 DT0274  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0274
 DT0274                          STATION DESCRIPTION
 DT0274
 DT0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0274'11.3 MI NW FROM BEAVERHEAD LODGE.
 DT0274'11.3 MI NW ALONG ROAD TO RESERVATION RANCH ON THE INSIDE OF A CURVE,
 DT0274'57 FT S OF THE CENTERLINE OF THE ROAD, ABOUT 15 FT N OF A 20 INCH PINE
 DT0274'TREE, IN A ROCK OUTCROP.
 DT0274
 DT0274                          STATION RECOVERY (1958)
 DT0274
 DT0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DT0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0302 ***********************************************************************
 DT0302  DESIGNATION -  Z 137
 DT0302  PID         -  DT0302
 DT0302  STATE/COUNTY-  AZ/APACHE
 DT0302  USGS QUAD   -  ESCUDILLA MOUNTAIN (1991)
 DT0302
 DT0302                         *CURRENT SURVEY CONTROL
 DT0302  ___________________________________________________________________
 DT0302* NAD 83(1986)-  33 59 02.     (N)    109 04 06.     (W)     SCALED    
 DT0302* NAVD 88     -      2513.825  (meters)    8247.44   (feet)  ADJUSTED  
 DT0302  ___________________________________________________________________
 DT0302  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DT0302  DYNAMIC HT  -        2509.713 (meters)    8233.95  (feet)  COMP
 DT0302  MODELED GRAV-     978,909.3   (mgal)                       NAVD 88
 DT0302
 DT0302  VERT ORDER  -  SECOND    CLASS 0
 DT0302
 DT0302.The horizontal coordinates were scaled from a topographic map and have
 DT0302.an estimated accuracy of +/- 6 seconds.
 DT0302
 DT0302.The orthometric height was determined by differential leveling
 DT0302.and adjusted in June 1991.
 DT0302
 DT0302.The geoid height was determined by GEOID03.
 DT0302
 DT0302.The dynamic height is computed by dividing the NAVD 88
 DT0302.geopotential number by the normal gravity value computed on the
 DT0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0302.degrees latitude (g = 980.6199 gals.).
 DT0302
 DT0302.The modeled gravity was interpolated from observed gravity values.
 DT0302
 DT0302;                    North         East    Units  Estimated Accuracy
 DT0302;SPC AZ E     -   331,410.      314,840.      MT  (+/- 180 meters Scaled)
 DT0302
 DT0302                          SUPERSEDED SURVEY CONTROL
 DT0302
 DT0302  NGVD 29 (??/??/92) 2512.722  (m)         8243.82   (f) ADJ UNCH    2 0
 DT0302
 DT0302.Superseded values are not recommended for survey control.
 DT0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0302.See file dsdata.txt to determine how the superseded data were derived.
 DT0302
 DT0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC784620(NAD 83)
 DT0302_MARKER: DB = BENCH MARK DISK
 DT0302_SETTING: 66 = SET IN ROCK OUTCROP
 DT0302_SP_SET: LARGE ROCK
 DT0302_STAMPING: Z 137 1935
 DT0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0302+STABILITY: POSITION/ELEVATION WELL
 DT0302
 DT0302  HISTORY     - Date     Condition        Report By
 DT0302  HISTORY     - 1935     MONUMENTED       CGS
 DT0302
 DT0302                          STATION DESCRIPTION
 DT0302
 DT0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0302'16.0 MI NE FROM NUTRIOSO.
 DT0302'16.0 MI. N AND E ALONG ST HWY. NO.81 AND STONE CREEK ROAD. 150 YDS. S
 DT0302'OF RANCH HOUSE, 72 FT. SW OF FENCE LINE, 108 FT. NE OF 36 INCH PINE
 DT0302'TREE AND 60 FT. SW OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0556 ***********************************************************************
 CY0556  DESIGNATION -  Z 14
 CY0556  PID         -  CY0556
 CY0556  STATE/COUNTY-  AZ/GRAHAM
 CY0556  USGS QUAD   -  SAFFORD (1985)
 CY0556
 CY0556                         *CURRENT SURVEY CONTROL
 CY0556  ___________________________________________________________________
 CY0556* NAD 83(1986)-  32 49 52.     (N)    109 44 18.     (W)     SCALED    
 CY0556* NAVD 88     -       891.959  (meters)    2926.37   (feet)  ADJUSTED  
 CY0556  ___________________________________________________________________
 CY0556  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CY0556  DYNAMIC HT  -         890.705 (meters)    2922.25  (feet)  COMP
 CY0556  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 CY0556
 CY0556  VERT ORDER  -  FIRST     CLASS II
 CY0556
 CY0556.The horizontal coordinates were scaled from a topographic map and have
 CY0556.an estimated accuracy of +/- 6 seconds.
 CY0556
 CY0556.The orthometric height was determined by differential leveling
 CY0556.and adjusted in June 1991.
 CY0556
 CY0556.The geoid height was determined by GEOID03.
 CY0556
 CY0556.The dynamic height is computed by dividing the NAVD 88
 CY0556.geopotential number by the normal gravity value computed on the
 CY0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0556.degrees latitude (g = 980.6199 gals.).
 CY0556
 CY0556.The modeled gravity was interpolated from observed gravity values.
 CY0556
 CY0556;                    North         East    Units  Estimated Accuracy
 CY0556;SPC AZ E     -   203,100.      253,460.      MT  (+/- 180 meters Scaled)
 CY0556
 CY0556                          SUPERSEDED SURVEY CONTROL
 CY0556
 CY0556  NGVD 29 (??/??/92)  891.356  (m)         2924.39   (f) ADJ UNCH    1 2
 CY0556
 CY0556.Superseded values are not recommended for survey control.
 CY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0556.See file dsdata.txt to determine how the superseded data were derived.
 CY0556
 CY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB180332(NAD 83)
 CY0556_MARKER: DR = REFERENCE MARK DISK
 CY0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0556_STAMPING: 2924.390 Z 14 1932
 CY0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0556+STABILITY: SURFACE MOTION
 CY0556
 CY0556  HISTORY     - Date     Condition        Report By
 CY0556  HISTORY     - 1932     MONUMENTED       CGS
 CY0556  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0556
 CY0556                          STATION DESCRIPTION
 CY0556
 CY0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CY0556'1.5 MI NW FROM SAFFORD.
 CY0556'ON SOUTHERN PACIFIC RIGHT OF WAY, 270 FT. WEST OF MILEPOST 1139, 20
 CY0556'FT. WEST OF IRRIGATION DITCH, 10 FT. NORTH OF RAILROAD CENTER LINE, 20
 CY0556'FT. SOUTH OF COUNTY ROAD CENTER LINE.
 CY0556
 CY0556                          STATION RECOVERY (1979)
 CY0556
 CY0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0556'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS AREA HAS BEEN
 CY0556'GRADED AND THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0122 ***********************************************************************
 ES0122  DESIGNATION -  Z 140
 ES0122  PID         -  ES0122
 ES0122  STATE/COUNTY-  AZ/NAVAJO
 ES0122  USGS QUAD   -  PINEDALE (1970)
 ES0122
 ES0122                         *CURRENT SURVEY CONTROL
 ES0122  ___________________________________________________________________
 ES0122* NAD 83(1986)-  34 17 08.     (N)    110 08 52.     (W)     SCALED    
 ES0122* NAVD 88     -      1916.119  (meters)    6286.47   (feet)  ADJUSTED  
 ES0122  ___________________________________________________________________
 ES0122  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ES0122  DYNAMIC HT  -        1913.294 (meters)    6277.20  (feet)  COMP
 ES0122  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 ES0122
 ES0122  VERT ORDER  -  SECOND    CLASS 0
 ES0122
 ES0122.The horizontal coordinates were scaled from a topographic map and have
 ES0122.an estimated accuracy of +/- 6 seconds.
 ES0122
 ES0122.The orthometric height was determined by differential leveling
 ES0122.and adjusted in June 1991.
 ES0122
 ES0122.The geoid height was determined by GEOID03.
 ES0122
 ES0122.The dynamic height is computed by dividing the NAVD 88
 ES0122.geopotential number by the normal gravity value computed on the
 ES0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0122.degrees latitude (g = 980.6199 gals.).
 ES0122
 ES0122.The modeled gravity was interpolated from observed gravity values.
 ES0122
 ES0122;                    North         East    Units  Estimated Accuracy
 ES0122;SPC AZ E     -   364,330.      215,100.      MT  (+/- 180 meters Scaled)
 ES0122
 ES0122                          SUPERSEDED SURVEY CONTROL
 ES0122
 ES0122  NGVD 29 (??/??/92) 1915.223  (m)         6283.53   (f) ADJ UNCH    2 0
 ES0122
 ES0122.Superseded values are not recommended for survey control.
 ES0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0122.See file dsdata.txt to determine how the superseded data were derived.
 ES0122
 ES0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC784941(NAD 83)
 ES0122_MARKER: DB = BENCH MARK DISK
 ES0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0122_STAMPING: Z 140 1935
 ES0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0122+STABILITY: SURFACE MOTION
 ES0122
 ES0122  HISTORY     - Date     Condition        Report By
 ES0122  HISTORY     - 1935     MONUMENTED       CGS
 ES0122  HISTORY     - 1960     GOOD             USGS
 ES0122  HISTORY     - 1970     MARK NOT FOUND   USGS
 ES0122
 ES0122                          STATION DESCRIPTION
 ES0122
 ES0122'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 ES0122'8.7 MI NW FROM SHOW LOW.
 ES0122'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT SHOW
 ES0122'LOW, NAVAJO COUNTY, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 60,
 ES0122'THENCE 8.7 MILES NORTHWEST ALONG STATE HIGHWAY 160, 30 FEET NORTH OF
 ES0122'THE CENTERLINE OF THE HIGHWAY, 100 FEET SOUTH OF AN OLD HOUSE, AND ON
 ES0122'THE EAST SLOPE OF A HILLSIDE.  A STANDARD DISK, STAMPED Z 140 1935 AND
 ES0122'SET IN THE TOP OF A CONCRETE POST.
 ES0122
 ES0122                          STATION RECOVERY (1970)
 ES0122
 ES0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 ES0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0241 ***********************************************************************
 ES0241  DESIGNATION -  Z 141
 ES0241  PID         -  ES0241
 ES0241  STATE/COUNTY-  AZ/NAVAJO
 ES0241  USGS QUAD   -  TWENTYMILE HILL (1970)
 ES0241
 ES0241                         *CURRENT SURVEY CONTROL
 ES0241  ___________________________________________________________________
 ES0241* NAD 83(1986)-  34 46 51.     (N)    110 41 52.     (W)     SCALED    
 ES0241* NAVD 88     -      1699.789  (meters)    5576.72   (feet)  ADJUSTED  
 ES0241  ___________________________________________________________________
 ES0241  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES0241  DYNAMIC HT  -        1697.411 (meters)    5568.92  (feet)  COMP
 ES0241  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 ES0241
 ES0241  VERT ORDER  -  SECOND    CLASS 0
 ES0241
 ES0241.The horizontal coordinates were scaled from a topographic map and have
 ES0241.an estimated accuracy of +/- 6 seconds.
 ES0241
 ES0241.The orthometric height was determined by differential leveling
 ES0241.and adjusted in June 1991.
 ES0241
 ES0241.The geoid height was determined by GEOID03.
 ES0241
 ES0241.The dynamic height is computed by dividing the NAVD 88
 ES0241.geopotential number by the normal gravity value computed on the
 ES0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0241.degrees latitude (g = 980.6199 gals.).
 ES0241
 ES0241.The modeled gravity was interpolated from observed gravity values.
 ES0241
 ES0241;                    North         East    Units  Estimated Accuracy
 ES0241;SPC AZ E     -   419,390.      164,750.      MT  (+/- 180 meters Scaled)
 ES0241
 ES0241                          SUPERSEDED SURVEY CONTROL
 ES0241
 ES0241  NGVD 29 (??/??/92) 1698.931  (m)         5573.91   (f) ADJ UNCH    2 0
 ES0241
 ES0241.Superseded values are not recommended for survey control.
 ES0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0241.See file dsdata.txt to determine how the superseded data were derived.
 ES0241
 ES0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD276487(NAD 83)
 ES0241_MARKER: DB = BENCH MARK DISK
 ES0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0241_STAMPING: Z-141 1935
 ES0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0241+STABILITY: SURFACE MOTION
 ES0241
 ES0241  HISTORY     - Date     Condition        Report By
 ES0241  HISTORY     - 1935     MONUMENTED       CGS
 ES0241  HISTORY     - 1974     GOOD             NGS
 ES0241
 ES0241                          STATION DESCRIPTION
 ES0241
 ES0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0241'17.9 MI SW FROM WINSLOW (UNION OIL CO PLANT).
 ES0241'17.9 MI SW ALONG ROAD TO PROMOTORY TOWER AND 13 RANCH.  30 FEET EAST
 ES0241'OF THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF A FENCE LINE.
 ES0241
 ES0241                          STATION RECOVERY (1974)
 ES0241
 ES0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ES0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0199 ***********************************************************************
 ES0199  DESIGNATION -  Z 142
 ES0199  PID         -  ES0199
 ES0199  STATE/COUNTY-  AZ/GILA
 ES0199  USGS QUAD   -  WOODS CANYON (1990)
 ES0199
 ES0199                         *CURRENT SURVEY CONTROL
 ES0199  ___________________________________________________________________
 ES0199* NAD 83(1986)-  34 17 38.     (N)    110 56 48.     (W)     SCALED    
 ES0199* NAVD 88     -      1918.000  (meters)    6292.64   (feet)  ADJUSTED  
 ES0199  ___________________________________________________________________
 ES0199  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ES0199  DYNAMIC HT  -        1915.183 (meters)    6283.40  (feet)  COMP
 ES0199  MODELED GRAV-     979,098.2   (mgal)                       NAVD 88
 ES0199
 ES0199  VERT ORDER  -  SECOND    CLASS 0
 ES0199
 ES0199.The horizontal coordinates were scaled from a topographic map and have
 ES0199.an estimated accuracy of +/- 6 seconds.
 ES0199
 ES0199.The orthometric height was determined by differential leveling
 ES0199.and adjusted in June 1991.
 ES0199.WARNING-Repeat measurements at this control monument indicate possible
 ES0199.vertical movement.
 ES0199
 ES0199.The geoid height was determined by GEOID03.
 ES0199
 ES0199.The dynamic height is computed by dividing the NAVD 88
 ES0199.geopotential number by the normal gravity value computed on the
 ES0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0199.degrees latitude (g = 980.6199 gals.).
 ES0199
 ES0199.The modeled gravity was interpolated from observed gravity values.
 ES0199
 ES0199;                    North         East    Units  Estimated Accuracy
 ES0199;SPC AZ E     -   365,530.      141,560.      MT  (+/- 180 meters Scaled)
 ES0199
 ES0199                          SUPERSEDED SURVEY CONTROL
 ES0199
 ES0199  NGVD 29 (??/??/92) 1917.034  (m)         6289.47   (f) ADJ UNCH    2 0
 ES0199
 ES0199.Superseded values are not recommended for survey control.
 ES0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0199.See file dsdata.txt to determine how the superseded data were derived.
 ES0199
 ES0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC049947(NAD 83)
 ES0199_MARKER: DB = BENCH MARK DISK
 ES0199_SETTING: 80 = SET IN A BOULDER
 ES0199_SP_SET: BOULDER
 ES0199_STAMPING: Z-142 1935
 ES0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0199+STABILITY: SURFACE MOTION
 ES0199
 ES0199  HISTORY     - Date     Condition        Report By
 ES0199  HISTORY     - 1935     MONUMENTED       CGS
 ES0199
 ES0199                          STATION DESCRIPTION
 ES0199
 ES0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ES0199'64.8 MI SW FROM WINSLOW.
 ES0199'0.7 MI N ALONG ROAD TO PROMOTORY POWER AND WINSLOW (OLD GORDON CANYON
 ES0199'ROAD) 64.8 MI S.W. OF WINSLOW (UNION OIL CO PLANT) AT THE HUNT RANCH,
 ES0199'250 FEET NW OF THE RANCH HOUSE, 50 FEET NW OF A SMALL WASH, 20 FEET N
 ES0199'OF TWIN OAK TREES, SET IN SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0056 ***********************************************************************
 DU0056  DESIGNATION -  Z 146
 DU0056  PID         -  DU0056
 DU0056  STATE/COUNTY-  AZ/NAVAJO
 DU0056  USGS QUAD   -  CARRIZO (1978)
 DU0056
 DU0056                         *CURRENT SURVEY CONTROL
 DU0056  ___________________________________________________________________
 DU0056* NAD 83(1986)-  33 59 05.     (N)    110 16 52.     (W)     SCALED    
 DU0056* NAVD 88     -      1459.141  (meters)    4787.20   (feet)  ADJUSTED  
 DU0056  ___________________________________________________________________
 DU0056  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DU0056  DYNAMIC HT  -        1457.082 (meters)    4780.44  (feet)  COMP
 DU0056  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 DU0056
 DU0056  VERT ORDER  -  FIRST     CLASS II
 DU0056
 DU0056.The horizontal coordinates were scaled from a topographic map and have
 DU0056.an estimated accuracy of +/- 6 seconds.
 DU0056
 DU0056.The orthometric height was determined by differential leveling
 DU0056.and adjusted in June 1991.
 DU0056
 DU0056.The geoid height was determined by GEOID03.
 DU0056
 DU0056.The dynamic height is computed by dividing the NAVD 88
 DU0056.geopotential number by the normal gravity value computed on the
 DU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0056.degrees latitude (g = 980.6199 gals.).
 DU0056
 DU0056.The modeled gravity was interpolated from observed gravity values.
 DU0056
 DU0056;                    North         East    Units  Estimated Accuracy
 DU0056;SPC AZ E     -   330,970.      202,790.      MT  (+/- 180 meters Scaled)
 DU0056
 DU0056                          SUPERSEDED SURVEY CONTROL
 DU0056
 DU0056  NGVD 29 (??/??/92) 1458.387  (m)         4784.72   (f) ADJ UNCH    1 2
 DU0056
 DU0056.Superseded values are not recommended for survey control.
 DU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0056.See file dsdata.txt to determine how the superseded data were derived.
 DU0056
 DU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC664606(NAD 83)
 DU0056_MARKER: DB = BENCH MARK DISK
 DU0056_SETTING: 66 = SET IN ROCK OUTCROP
 DU0056_SP_SET: SANDSTONE ROCK
 DU0056_STAMPING: Z 147 1960
 DU0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0056+STABILITY: POSITION/ELEVATION WELL
 DU0056
 DU0056  HISTORY     - Date     Condition        Report By
 DU0056  HISTORY     - 1960     MONUMENTED       CGS
 DU0056  HISTORY     - 1970     GOOD             USGS
 DU0056  HISTORY     - 1979     GOOD             NGS
 DU0056  HISTORY     - 1979     GOOD             NGS
 DU0056
 DU0056                          STATION DESCRIPTION
 DU0056
 DU0056'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DU0056'2.0 MI NW FROM SHOW LOW.
 DU0056'ABOUT 2.0 MILES NORTHWEST ALONG OLD LINDEN ROAD FROM THE POST OFFICE
 DU0056'AT SHOW LOW, IN SECTION 14, R21E, T10N, 0.1 MILES WEST OF AN
 DU0056'INTERSECTION OF A DIRT ROAD LEADING NORTH, 69 FT. NORTH OF THE
 DU0056'CENTERLINE OF THE ROAD, ON THE NORTH SLOPE OF A HILL AND ABOUT 6 FT.
 DU0056'LOWER THAN THE ROAD, SET IN A LARGE FLAT SANDSTONE ROCK FLUSH WITH THE
 DU0056'GROUND.  A STANDARD DISK STAMPED Z 147 1960.
 DU0056
 DU0056                          STATION RECOVERY (1979)
 DU0056
 DU0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0056'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 DU0056'SHOW LOW AND THENCE 26.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60,
 DU0056'0.7 MILE SOUTHEAST OF THE EXXON SERVICE STATION IN CARRIZO, SET IN
 DU0056'THE TOP OF ROCK OUTCROP AT THE HIGHWAY BRIDGE OVER CARRIZO CREEK,
 DU0056'238 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 150
 DU0056'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47.5 FEET NORTH OF
 DU0056'A T-FENCE CORNER AND 4 FEET SOUTHEAST OF A WOODEN FENCE POST.
 DU0056'THE MARK IS 20 FT BELOW THE HIGHWAY.
 DU0056
 DU0056                          STATION RECOVERY (1979)
 DU0056
 DU0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0056'0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 DU0056'SHOW LOW AND THENCE 26.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 60,
 DU0056'0.7 MILE SOUTHEAST OF THE EXXON SERVICE STATION IN CARRIZO, SET IN
 DU0056'THE TOP OF ROCK OUTCROP AT THE HIGHWAY BRIDGE OVER CARRIZO CREEK,
 DU0056'238 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 150
 DU0056'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47.5 FEET NORTH OF
 DU0056'A T-FENCE CORNER AND 4 FEET SOUTHEAST OF A WOODEN FENCE POST.
 DU0056'THE MARK IS 20 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0127 ***********************************************************************
 ES0127  DESIGNATION -  Z 147
 ES0127  PID         -  ES0127
 ES0127  STATE/COUNTY-  AZ/NAVAJO
 ES0127  USGS QUAD   -  SHOW LOW NORTH (1970)
 ES0127
 ES0127                         *CURRENT SURVEY CONTROL
 ES0127  ___________________________________________________________________
 ES0127* NAD 83(1986)-  34 15 24.     (N)    110 04 01.     (W)     SCALED    
 ES0127* NAVD 88     -      1930.464  (meters)    6333.53   (feet)  ADJUSTED  
 ES0127  ___________________________________________________________________
 ES0127  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ES0127  DYNAMIC HT  -        1927.598 (meters)    6324.13  (feet)  COMP
 ES0127  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 ES0127
 ES0127  VERT ORDER  -  SECOND    CLASS 0
 ES0127
 ES0127.The horizontal coordinates were scaled from a topographic map and have
 ES0127.an estimated accuracy of +/- 6 seconds.
 ES0127
 ES0127.The orthometric height was determined by differential leveling
 ES0127.and adjusted in June 1991.
 ES0127
 ES0127.The geoid height was determined by GEOID03.
 ES0127
 ES0127.The dynamic height is computed by dividing the NAVD 88
 ES0127.geopotential number by the normal gravity value computed on the
 ES0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0127.degrees latitude (g = 980.6199 gals.).
 ES0127
 ES0127.The modeled gravity was interpolated from observed gravity values.
 ES0127
 ES0127;                    North         East    Units  Estimated Accuracy
 ES0127;SPC AZ E     -   361,130.      222,540.      MT  (+/- 180 meters Scaled)
 ES0127
 ES0127                          SUPERSEDED SURVEY CONTROL
 ES0127
 ES0127  NGVD 29 (??/??/92) 1929.560  (m)         6330.56   (f) ADJ UNCH    2 0
 ES0127
 ES0127.Superseded values are not recommended for survey control.
 ES0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0127.See file dsdata.txt to determine how the superseded data were derived.
 ES0127
 ES0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC859910(NAD 83)
 ES0127_MARKER: DB = BENCH MARK DISK
 ES0127_SETTING: 66 = SET IN ROCK OUTCROP
 ES0127_SP_SET: SANDSTONE ROCK
 ES0127_STAMPING: Z 147 1960
 ES0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0127+STABILITY: POSITION/ELEVATION WELL
 ES0127
 ES0127  HISTORY     - Date     Condition        Report By
 ES0127  HISTORY     - 1960     MONUMENTED       CGS
 ES0127  HISTORY     - 1983     GOOD             NGS
 ES0127
 ES0127                          STATION DESCRIPTION
 ES0127
 ES0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ES0127'2.5 MI NW FROM SHOW LOW.
 ES0127'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE AT
 ES0127'SHOW LOW, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 60, THENCE 2.0
 ES0127'MILES NORTHWEST ALONG STATE HIGHWAY 160, IN SECTION 14, R 21 E, T 10
 ES0127'N, SET IN THE TOP OF A LARGE FLAT SANDSTONE ROCK FLUSH WITH THE
 ES0127'GROUND, 0.1 MILE WEST OF A JUNCTION OF A DIRT ROAD LEADING NORTH, 0.1
 ES0127'MILE EAST OF A WOODEN BRIDGE OVER A CREEK, 69 FEET NORTH OF THE CENTER
 ES0127'LINE OF THE HIGHWAY, ON THE NORTH SLOPE OF A HILL, AND ABOUT 6 FEET
 ES0127'BELOW THE HIGHWAY.
 ES0127
 ES0127                          STATION RECOVERY (1983)
 ES0127
 ES0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0390 ***********************************************************************
 DT0390  DESIGNATION -  Z 149
 DT0390  PID         -  DT0390
 DT0390  STATE/COUNTY-  AZ/GRAHAM
 DT0390  USGS QUAD   -  POINT OF PINES WEST (1967)
 DT0390
 DT0390                         *CURRENT SURVEY CONTROL
 DT0390  ___________________________________________________________________
 DT0390* NAD 83(1986)-  33 15 47.     (N)    109 50 37.     (W)     SCALED    
 DT0390* NAVD 88     -      1542.714  (meters)    5061.39   (feet)  ADJUSTED  
 DT0390  ___________________________________________________________________
 DT0390  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DT0390  DYNAMIC HT  -        1540.422 (meters)    5053.87  (feet)  COMP
 DT0390  MODELED GRAV-     979,097.4   (mgal)                       NAVD 88
 DT0390
 DT0390  VERT ORDER  -  SECOND    CLASS 0
 DT0390
 DT0390.The horizontal coordinates were scaled from a topographic map and have
 DT0390.an estimated accuracy of +/- 6 seconds.
 DT0390
 DT0390.The orthometric height was determined by differential leveling
 DT0390.and adjusted in June 1991.
 DT0390
 DT0390.The geoid height was determined by GEOID03.
 DT0390
 DT0390.The dynamic height is computed by dividing the NAVD 88
 DT0390.geopotential number by the normal gravity value computed on the
 DT0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0390.degrees latitude (g = 980.6199 gals.).
 DT0390
 DT0390.The modeled gravity was interpolated from observed gravity values.
 DT0390
 DT0390;                    North         East    Units  Estimated Accuracy
 DT0390;SPC AZ E     -   250,970.      243,460.      MT  (+/- 180 meters Scaled)
 DT0390
 DT0390                          SUPERSEDED SURVEY CONTROL
 DT0390
 DT0390  NGVD 29 (??/??/92) 1541.961  (m)         5058.92   (f) ADJ UNCH    2 0
 DT0390
 DT0390.Superseded values are not recommended for survey control.
 DT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0390.See file dsdata.txt to determine how the superseded data were derived.
 DT0390
 DT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB077810(NAD 83)
 DT0390_MARKER: DB = BENCH MARK DISK
 DT0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0390_STAMPING: Z 149 1935
 DT0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0390+STABILITY: SURFACE MOTION
 DT0390
 DT0390  HISTORY     - Date     Condition        Report By
 DT0390  HISTORY     - 1935     MONUMENTED       CGS
 DT0390  HISTORY     - 1952     GOOD             USGS
 DT0390  HISTORY     - 1961     GOOD             NGS
 DT0390
 DT0390                          STATION DESCRIPTION
 DT0390
 DT0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0390'14.4 MI SE FROM ASH CREEK RANCH.
 DT0390'14.4 MI. SE ALONG ROAD TO HAT RANCH.  (AT ARSENIC TUBS.)  50 FT. N OF
 DT0390'LAKE AND 30 FT. S OF STOCK WATERING TUB.
 DT0390
 DT0390                          STATION RECOVERY (1952)
 DT0390
 DT0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 DT0390'AT ARSENIC TUB RANCH HEADQUARTERS, ABOUT 0.2 MILE SOUTH OF THE
 DT0390'HEADQUARTERS BUILDING, 50 FEET NORTH OF A SMALL LAKE, 33.0 FEET SOUTH
 DT0390'OF A WATERING TUB, 21.5 FEET SOUTHWEST OF A FENCE, 82 FEET EAST OF A
 DT0390'TRACK ROAD LEADING NORTH TO THE HEADQUATERS BUILDING, ABOUT 2 FEET
 DT0390'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DT0390'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DT0390
 DT0390                          STATION RECOVERY (1961)
 DT0390
 DT0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DT0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0121 ***********************************************************************
 DU0121  DESIGNATION -  Z 15
 DU0121  PID         -  DU0121
 DU0121  STATE/COUNTY-  AZ/GRAHAM
 DU0121  USGS QUAD   -  DEWEY FLAT (1989)
 DU0121
 DU0121                         *CURRENT SURVEY CONTROL
 DU0121  ___________________________________________________________________
 DU0121* NAD 83(1986)-  33 12 38.     (N)    110 18 02.     (W)     SCALED    
 DU0121* NAVD 88     -       773.626  (meters)    2538.14   (feet)  ADJUSTED  
 DU0121  ___________________________________________________________________
 DU0121  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DU0121  DYNAMIC HT  -         772.589 (meters)    2534.74  (feet)  COMP
 DU0121  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 DU0121
 DU0121  VERT ORDER  -  FIRST     CLASS II
 DU0121
 DU0121.The horizontal coordinates were scaled from a topographic map and have
 DU0121.an estimated accuracy of +/- 6 seconds.
 DU0121
 DU0121.The orthometric height was determined by differential leveling
 DU0121.and adjusted in June 1991.
 DU0121
 DU0121.The geoid height was determined by GEOID03.
 DU0121
 DU0121.The dynamic height is computed by dividing the NAVD 88
 DU0121.geopotential number by the normal gravity value computed on the
 DU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0121.degrees latitude (g = 980.6199 gals.).
 DU0121
 DU0121.The modeled gravity was interpolated from observed gravity values.
 DU0121
 DU0121;                    North         East    Units  Estimated Accuracy
 DU0121;SPC AZ E     -   245,110.      200,880.      MT  (+/- 180 meters Scaled)
 DU0121
 DU0121                          SUPERSEDED SURVEY CONTROL
 DU0121
 DU0121  NGVD 29 (??/??/92)  773.054  (m)         2536.26   (f) ADJ UNCH    1 2
 DU0121
 DU0121.Superseded values are not recommended for survey control.
 DU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0121.See file dsdata.txt to determine how the superseded data were derived.
 DU0121
 DU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB651748(NAD 83)
 DU0121_MARKER: DB = BENCH MARK DISK
 DU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0121_STAMPING: 2536.261 Z 15 1933
 DU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0121+STABILITY: SURFACE MOTION
 DU0121
 DU0121  HISTORY     - Date     Condition        Report By
 DU0121  HISTORY     - 1933     MONUMENTED       CGS
 DU0121
 DU0121                          STATION DESCRIPTION
 DU0121
 DU0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0121'14.0 MI NW FROM BYLAS.
 DU0121'ON SOUTHERN PACIFIC RIGHT OF WAY, AT NACHES SIDING, 150 FEET WEST OF
 DU0121'NORTHWESTERLY SWITCH BLOCK, 100 FEET SOUTH OF MILEPOST 1184, 30 FEET
 DU0121'SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0246 ***********************************************************************
 DU0246  DESIGNATION -  Z 16
 DU0246  PID         -  DU0246
 DU0246  STATE/COUNTY-  AZ/GILA
 DU0246  USGS QUAD   -  GLOBE (1982)
 DU0246
 DU0246                         *CURRENT SURVEY CONTROL
 DU0246  ___________________________________________________________________
 DU0246* NAD 83(1986)-  33 26 59.     (N)    110 50 01.     (W)     SCALED    
 DU0246* NAVD 88     -       979.872  (meters)    3214.80   (feet)  ADJUSTED  
 DU0246  ___________________________________________________________________
 DU0246  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DU0246  DYNAMIC HT  -         978.559 (meters)    3210.49  (feet)  COMP
 DU0246  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 DU0246
 DU0246  VERT ORDER  -  FIRST     CLASS II
 DU0246
 DU0246.The horizontal coordinates were scaled from a topographic map and have
 DU0246.an estimated accuracy of +/- 6 seconds.
 DU0246
 DU0246.The orthometric height was determined by differential leveling
 DU0246.and adjusted in June 1991.
 DU0246
 DU0246.The geoid height was determined by GEOID03.
 DU0246
 DU0246.The dynamic height is computed by dividing the NAVD 88
 DU0246.geopotential number by the normal gravity value computed on the
 DU0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0246.degrees latitude (g = 980.6199 gals.).
 DU0246
 DU0246.The modeled gravity was interpolated from observed gravity values.
 DU0246
 DU0246;                    North         East    Units  Estimated Accuracy
 DU0246;SPC AZ E     -   271,820.      151,360.      MT  (+/- 180 meters Scaled)
 DU0246
 DU0246                          SUPERSEDED SURVEY CONTROL
 DU0246
 DU0246  NGVD 29 (??/??/92)  979.264  (m)         3212.80   (f) ADJ UNCH    1 2
 DU0246
 DU0246.Superseded values are not recommended for survey control.
 DU0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0246.See file dsdata.txt to determine how the superseded data were derived.
 DU0246
 DU0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC154011(NAD 83)
 DU0246_MARKER: DB = BENCH MARK DISK
 DU0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0246_STAMPING: 3212.802 Z 16 1933
 DU0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0246+STABILITY: SURFACE MOTION
 DU0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0246+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2006
 DU0246
 DU0246  HISTORY     - Date     Condition        Report By
 DU0246  HISTORY     - 1933     MONUMENTED       CGS
 DU0246  HISTORY     - 1979     MARK NOT FOUND   NGS
 DU0246  HISTORY     - 20061029 GOOD             GEOCAC
 DU0246  HISTORY     - 20081114 GOOD             GEOCAC
 DU0246
 DU0246                          STATION DESCRIPTION
 DU0246
 DU0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0246'5.3 MI NW FROM GLOBE.
 DU0246'5.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0246'STATION AT GLOBE, 0.7 MILE WEST OF RADIUM SIDING, ON THE NORTHEAST
 DU0246'SIDE OF A HILL, ABOUT 300 FEET SOUTHEAST OF THE JUNCTION OF A COUNTY
 DU0246'ROAD AND THE APACHE TRAIL HIGHWAY, 75 FEET NORTHWEST OF THE CENTERLINE
 DU0246'OF THE TRACK, AND 50 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 DU0246'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DU0246
 DU0246                          STATION RECOVERY (1979)
 DU0246
 DU0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DU0246'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DU0246
 DU0246                          STATION RECOVERY (2006)
 DU0246
 DU0246'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU0246'RECOVERED AS DESCRIBED, IN GOOD CONDITION. THE ROADS IN THE AREA HAVE
 DU0246'CHANGED, AND A NEW TO REACH FOLLOWS.
 DU0246'4.6 MILES NORTHWEST AND WEST ALONG U.S. HIGHWAYS 60 AND 70 FROM THE
 DU0246'GILA COUNTY COURTHOUSE IN GLOBE, THENCE NORTH ALONG STATE HIGHWAY 88
 DU0246'(APACHE TRAIL)FOR 1.87 MILES TO THE JUNCTION OF BIXBY ROAD ON THE
 DU0246'RIGHT. TURN RIGHT ON BIXBY ROAD AND PROCEED NORTH FOR 0.7 MILES AND
 DU0246'THE MARK ON THE RIGHT.
 DU0246'75 FEET NORTHWEST OF THE CENTERLINE OF THE RAILROAD TRACK, AND 50 FEET
 DU0246'SOUTH OF THE CENTERLINE OF BIXBY ROAD. SET IN THE TOP OF A CONCRETE
 DU0246'POST PROJECTING 6 INCHES ABOVE GROUND, 1.5 FEET SOUTH OF A WITNESS
 DU0246'POST.
 DU0246
 DU0246                          STATION RECOVERY (2008)
 DU0246
 DU0246'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DU0246'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DU0246'33 26 59.6 (N)   110 50 03.0 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0280 ***********************************************************************
 DU0280  DESIGNATION -  Z 17
 DU0280  PID         -  DU0280
 DU0280  STATE/COUNTY-  AZ/GILA
 DU0280  USGS QUAD   -  EL CAPITAN MTN (1964)
 DU0280
 DU0280                         *CURRENT SURVEY CONTROL
 DU0280  ___________________________________________________________________
 DU0280* NAD 83(1986)-  33 09 29.     (N)    110 49 09.     (W)     SCALED    
 DU0280* NAVD 88     -       911.46   (+/-2cm)    2990.3    (feet)  VERTCON   
 DU0280  ___________________________________________________________________
 DU0280  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DU0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0280
 DU0280.The horizontal coordinates were scaled from a topographic map and have
 DU0280.an estimated accuracy of +/- 6 seconds.
 DU0280
 DU0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0280.The vertical order pertains to the NGVD 29 superseded value.
 DU0280
 DU0280.The geoid height was determined by GEOID03.
 DU0280
 DU0280;                    North         East    Units  Estimated Accuracy
 DU0280;SPC AZ E     -   239,470.      152,500.      MT  (+/- 180 meters Scaled)
 DU0280
 DU0280                          SUPERSEDED SURVEY CONTROL
 DU0280
 DU0280  NGVD 29 (??/??/92)  910.830  (m)         2988.28   (f) ADJ UNCH    2 0
 DU0280
 DU0280.Superseded values are not recommended for survey control.
 DU0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0280.See file dsdata.txt to determine how the superseded data were derived.
 DU0280
 DU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB168688(NAD 83)
 DU0280_MARKER: DB = BENCH MARK DISK
 DU0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0280_STAMPING: 2988.321 Z 17 1933
 DU0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0280+STABILITY: SURFACE MOTION
 DU0280
 DU0280  HISTORY     - Date     Condition        Report By
 DU0280  HISTORY     - 1933     MONUMENTED       CGS
 DU0280
 DU0280                          STATION DESCRIPTION
 DU0280
 DU0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DU0280'19.3 MI N FROM WINKELMAN.
 DU0280'19.3 MILES NORTH ALONG STATE HIGHWAY 77 FROM WINKELMAN, 0.2 MILE NORTH
 DU0280'OF A BRIDGE, ON A TERRACE BETWEEN TWO STEEP GRADES, 55 FEET SOUTHWEST
 DU0280'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE
 DU0280'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 DU0280'GROUND.  NOTE-- 3.4 MILES SOUTHEAST OF POST OFFICE ALONG FEDERAL
 DU0280'HIGHWAY 70 FROM GLOBE, THENCE 13.3 MILES SOUTH ALONG STATE HIGHWAY 77
 DU0280'TO SIDE ROAD ON RIGHT (OLD HIGHWAY).  THENCE 3.9 MILES ALONG OLD
 DU0280'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0301 ***********************************************************************
 CZ0301  DESIGNATION -  Z 18
 CZ0301  PID         -  CZ0301
 CZ0301  STATE/COUNTY-  AZ/PINAL
 CZ0301  USGS QUAD   -  CAMPO BONITO (1972)
 CZ0301
 CZ0301                         *CURRENT SURVEY CONTROL
 CZ0301  ___________________________________________________________________
 CZ0301* NAD 83(1986)-  32 37 19.     (N)    110 44 55.     (W)     SCALED    
 CZ0301* NAVD 88     -      1321.26   (+/-2cm)    4334.8    (feet)  VERTCON   
 CZ0301  ___________________________________________________________________
 CZ0301  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CZ0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0301
 CZ0301.The horizontal coordinates were scaled from a topographic map and have
 CZ0301.an estimated accuracy of +/- 6 seconds.
 CZ0301
 CZ0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0301.The vertical order pertains to the NGVD 29 superseded value.
 CZ0301
 CZ0301.The geoid height was determined by GEOID03.
 CZ0301
 CZ0301;                    North         East    Units  Estimated Accuracy
 CZ0301;SPC AZ C     -   180,430.      322,970.      MT  (+/- 180 meters Scaled)
 CZ0301
 CZ0301                          SUPERSEDED SURVEY CONTROL
 CZ0301
 CZ0301  NGVD 29 (??/??/92) 1320.495  (m)         4332.32   (f) ADJ UNCH    2 0
 CZ0301
 CZ0301.Superseded values are not recommended for survey control.
 CZ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0301.See file dsdata.txt to determine how the superseded data were derived.
 CZ0301
 CZ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB235094(NAD 83)
 CZ0301_MARKER: DB = BENCH MARK DISK
 CZ0301_SETTING: 66 = SET IN ROCK OUTCROP
 CZ0301_SP_SET: ROCK OUTCROP
 CZ0301_STAMPING: 4332.409 Z 18 1933
 CZ0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ0301+STABILITY: POSITION/ELEVATION WELL
 CZ0301
 CZ0301  HISTORY     - Date     Condition        Report By
 CZ0301  HISTORY     - 1933     MONUMENTED       CGS
 CZ0301  HISTORY     - 1934     GOOD             NGS
 CZ0301
 CZ0301                          STATION DESCRIPTION
 CZ0301
 CZ0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CZ0301'1.7 MI NE FROM ORACLE.
 CZ0301'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM ORACLE, PINAL COUNTY,
 CZ0301'105 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE EAST FACE
 CZ0301'OF A CONE-SHAPED 4-FOOT-HIGH GRANITE ROCK OUTCROP.  A STANDARD DISK,
 CZ0301'STAMPED 4332.409 Z 18 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0371 ***********************************************************************
 DU0371  DESIGNATION -  Z 19
 DU0371  PID         -  DU0371
 DU0371  STATE/COUNTY-  AZ/GILA
 DU0371  USGS QUAD   -  THEODORE ROOSEVELT DAM (1964)
 DU0371
 DU0371                         *CURRENT SURVEY CONTROL
 DU0371  ___________________________________________________________________
 DU0371* NAD 83(1986)-  33 42 19.     (N)    111 12 20.     (W)     SCALED    
 DU0371* NAVD 88     -       686.994  (meters)    2253.91   (feet)  ADJUSTED  
 DU0371  ___________________________________________________________________
 DU0371  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DU0371  DYNAMIC HT  -         686.121 (meters)    2251.05  (feet)  COMP
 DU0371  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 DU0371  OBS GRAVITY -     979,344.7   (mgal)                       GRAV_OBS
 DU0371
 DU0371  VERT ORDER  -  FIRST     CLASS II
 DU0371
 DU0371.The horizontal coordinates were scaled from a topographic map and have
 DU0371.an estimated accuracy of +/- 6 seconds.
 DU0371
 DU0371.The orthometric height was determined by differential leveling
 DU0371.and adjusted in June 1991.
 DU0371
 DU0371.The geoid height was determined by GEOID03.
 DU0371
 DU0371.The dynamic height is computed by dividing the NAVD 88
 DU0371.geopotential number by the normal gravity value computed on the
 DU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0371.degrees latitude (g = 980.6199 gals.).
 DU0371
 DU0371.The modeled gravity was interpolated from observed gravity values.
 DU0371.The observed gravity was obtained from relative gravimeter ties
 DU0371.to the IGSN71 gravity network.
 DU0371
 DU0371;                    North         East    Units  Estimated Accuracy
 DU0371;SPC AZ E     -   300,450.      117,060.      MT  (+/- 180 meters Scaled)
 DU0371
 DU0371                          SUPERSEDED SURVEY CONTROL
 DU0371
 DU0371  NGVD 29 (??/??/92)  686.391  (m)         2251.93   (f) ADJ UNCH    1 2
 DU0371
 DU0371.Superseded values are not recommended for survey control.
 DU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0371.See file dsdata.txt to determine how the superseded data were derived.
 DU0371
 DU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC809294(NAD 83)
 DU0371_MARKER: DB = BENCH MARK DISK
 DU0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0371_STAMPING: 2251.934 Z 19 1933
 DU0371_MARK LOGO: CGS   
 DU0371_PROJECTION: PROJECTING 15 CENTIMETERS
 DU0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0371+STABILITY: SURFACE MOTION
 DU0371
 DU0371  HISTORY     - Date     Condition        Report By
 DU0371  HISTORY     - 1933     MONUMENTED       CGS
 DU0371  HISTORY     - 1963     GOOD             NGS
 DU0371  HISTORY     - 1967     GOOD             NGS
 DU0371  HISTORY     - 1983     GOOD             NGS
 DU0371
 DU0371                          STATION DESCRIPTION
 DU0371
 DU0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DU0371'7.4 MI NW FROM ROOSEVELT.
 DU0371'7.4 MILES NORTHWEST ALONG THE HIGHWAY LEADING TO PAYSON FROM THE POST
 DU0371'OFFICE AT ROOSEVELT, GILA COUNTY, AT A HAIRPIN CURVE, AT THE MIDDLE OF
 DU0371'A RAVINE, ON A RIDGE BETWEEN TWO WASHES, AND 60 FEET WEST OF THE
 DU0371'CENTERLINE OF THE HIGHWAY AT THE MIDDLE OF THE CURVE.  A STANDARD
 DU0371'DISK, STAMPED 2251.934 Z 19 1933 AND SET IN THE TOP OF A CONCRETE POST
 DU0371'PROJECTING 9 INCHES ABOVE GROUND.
 DU0371
 DU0371                          STATION RECOVERY (1967)
 DU0371
 DU0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DU0371'RECOVERED IN GOOD CONDITION.
 DU0371
 DU0371                          STATION RECOVERY (1983)
 DU0371
 DU0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DU0371'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 DU0371'8.4 KM (5.2 MI) NORTHWEST ALONG STATE HIGHWAY 188 FROM THE CENTER OF
 DU0371'ROOSEVELT DAM, IN THE CENTER OF A LARGE RAVINE ON THE OUTSIDE OF A
 DU0371'HAIRPIN CURVE, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 247, 18.3 METERS
 DU0371'(60 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 27.0 METERS (89 FT) SOUTH
 DU0371'OF THE SOUTHWEST CORNER OF CONCRETE DIP APRON, 21.3 METERS (70 FT)
 DU0371'SOUTHEAST OF THE DRY WASH CENTER, 3.1 METERS (10 FT) SOUTHEAST OF THE
 DU0371'TRACK ROAD CENTER.
 DU0371'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 DU0371'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0077 ***********************************************************************
 FR0077  DESIGNATION -  Z 2
 FR0077  PID         -  FR0077
 FR0077  STATE/COUNTY-  AZ/COCONINO
 FR0077  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0077
 FR0077                         *CURRENT SURVEY CONTROL
 FR0077  ___________________________________________________________________
 FR0077* NAD 83(1986)-  35 14 48.     (N)    112 09 19.     (W)     SCALED    
 FR0077* NAVD 88     -      2106.351  (meters)    6910.59   (feet)  POSTED    
 FR0077  ___________________________________________________________________
 FR0077  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 FR0077  DYNAMIC HT  -        2103.380 (meters)    6900.84  (feet)  COMP
 FR0077  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 FR0077
 FR0077  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0077
 FR0077.The horizontal coordinates were scaled from a topographic map and have
 FR0077.an estimated accuracy of +/- 6 seconds.
 FR0077
 FR0077.The orthometric height was determined by differential leveling
 FR0077.and adjusted by the  in 1992.
 FR0077.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0077.rate of 0.0 thru 1.0 mm/km.
 FR0077
 FR0077.The geoid height was determined by GEOID03.
 FR0077
 FR0077.The dynamic height is computed by dividing the NAVD 88
 FR0077.geopotential number by the normal gravity value computed on the
 FR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0077.degrees latitude (g = 980.6199 gals.).
 FR0077
 FR0077.The modeled gravity was interpolated from observed gravity values.
 FR0077
 FR0077;                    North         East    Units  Estimated Accuracy
 FR0077;SPC AZ C     -   470,960.      191,650.      MT  (+/- 180 meters Scaled)
 FR0077
 FR0077                          SUPERSEDED SURVEY CONTROL
 FR0077
 FR0077  NGVD 29 (??/??/92) 2105.349  (m)         6907.30   (f) ADJ UNCH    1 2
 FR0077
 FR0077.Superseded values are not recommended for survey control.
 FR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0077.See file dsdata.txt to determine how the superseded data were derived.
 FR0077
 FR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE948010(NAD 83)
 FR0077_MARKER: B = BOLT
 FR0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0077_MARK LOGO: CGS   
 FR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0077+STABILITY: SURFACE MOTION
 FR0077
 FR0077  HISTORY     - Date     Condition        Report By
 FR0077  HISTORY     - UNK      MONUMENTED       CGS
 FR0077  HISTORY     - 1935     GOOD             NGS
 FR0077  HISTORY     - 1982     GOOD             NGS
 FR0077  HISTORY     - 19870519 GOOD             USPSQD
 FR0077
 FR0077                          STATION DESCRIPTION
 FR0077
 FR0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FR0077'2.4 MI E FROM WILLIAMS.
 FR0077'2.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0077'THE STATION AT WILLIAMS, COCONINO COUNTY, 7 POLES EAST OF MILEPOST
 FR0077'376, 40 YARDS NORTH OF THE NORTH TRACK AT AN ABANDONED RAILROAD
 FR0077'BRIDGE, IN THE CENTER OF THE TOP OF THE NORTHWEST WINGWALL, 9 YARDS
 FR0077'NORTH OF A FENCE, AND 3 FEET ABOVE THE GROUND.  A COPPER BOLT.
 FR0077
 FR0077                          STATION RECOVERY (1982)
 FR0077
 FR0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0077'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY.
 FR0077
 FR0077                          STATION RECOVERY (1987)
 FR0077
 FR0077'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 FR0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0280 ***********************************************************************
 ES0280  DESIGNATION -  Z 20
 ES0280  PID         -  ES0280
 ES0280  STATE/COUNTY-  AZ/GILA
 ES0280  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0280
 ES0280                         *CURRENT SURVEY CONTROL
 ES0280  ___________________________________________________________________
 ES0280* NAD 83(1986)-  34 12 41.     (N)    111 19 42.     (W)     SCALED    
 ES0280* NAVD 88     -      1512.295  (meters)    4961.59   (feet)  ADJUSTED  
 ES0280  ___________________________________________________________________
 ES0280  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 ES0280  DYNAMIC HT  -        1510.240 (meters)    4954.85  (feet)  COMP
 ES0280  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 ES0280
 ES0280  VERT ORDER  -  FIRST     CLASS II
 ES0280
 ES0280.The horizontal coordinates were scaled from a topographic map and have
 ES0280.an estimated accuracy of +/- 6 seconds.
 ES0280
 ES0280.The orthometric height was determined by differential leveling
 ES0280.and adjusted in June 1991.
 ES0280
 ES0280.The geoid height was determined by GEOID03.
 ES0280
 ES0280.The dynamic height is computed by dividing the NAVD 88
 ES0280.geopotential number by the normal gravity value computed on the
 ES0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0280.degrees latitude (g = 980.6199 gals.).
 ES0280
 ES0280.The modeled gravity was interpolated from observed gravity values.
 ES0280
 ES0280;                    North         East    Units  Estimated Accuracy
 ES0280;SPC AZ E     -   356,710.      106,310.      MT  (+/- 180 meters Scaled)
 ES0280
 ES0280                          SUPERSEDED SURVEY CONTROL
 ES0280
 ES0280  NGVD 29 (??/??/92) 1511.575  (m)         4959.23   (f) ADJ UNCH    1 2
 ES0280
 ES0280.Superseded values are not recommended for survey control.
 ES0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0280.See file dsdata.txt to determine how the superseded data were derived.
 ES0280
 ES0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC697856(NAD 83)
 ES0280_MARKER: DB = BENCH MARK DISK
 ES0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ES0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ES0280_STAMPING: 4959.226 Z 20 1933
 ES0280_MARK LOGO: CGS   
 ES0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0280+STABILITY: SURFACE MOTION
 ES0280
 ES0280  HISTORY     - Date     Condition        Report By
 ES0280  HISTORY     - 1933     MONUMENTED       CGS
 ES0280  HISTORY     - 1972     GOOD             USGS
 ES0280  HISTORY     - 1982     GOOD             NGS
 ES0280  HISTORY     - 20080608 GOOD             GEOCAC
 ES0280
 ES0280                          STATION DESCRIPTION
 ES0280
 ES0280'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 ES0280'2.1 MI S FROM PAYSON.
 ES0280'PAYSON POST OFFICE, 0.6 MILES EAST ON MAIN ST., THENCE SOUTH 0.85
 ES0280'MILES ON HIGHWAY 87, THENCE SOUTH 0.7 MILES ON ROUND VALLEY RANCH RD.,
 ES0280'OPPOSITE THE SUMMIT OF A GRADE CHANGE, 33 FEET SOUTHWEST OF THE
 ES0280'CENTERLINE OF THE ROAD.  A STANDARD DISK, STMAPED 4959.226 Z 20 1933
 ES0280'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 ES0280'GROUND.
 ES0280
 ES0280                          STATION RECOVERY (1982)
 ES0280
 ES0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0280'RECOVERED IN GOOD CONDITION.EXCEPT DUE TO LOCATION WILL BE OMITTED.
 ES0280
 ES0280                          STATION RECOVERY (2008)
 ES0280
 ES0280'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ES0280'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ES0280'12.0698' W111 19.698'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0574 ***********************************************************************
 DU0574  DESIGNATION -  Z 21
 DU0574  PID         -  DU0574
 DU0574  STATE/COUNTY-  AZ/PINAL
 DU0574  USGS QUAD   -  APACHE JUNCTION (1982)
 DU0574
 DU0574                         *CURRENT SURVEY CONTROL
 DU0574  ___________________________________________________________________
 DU0574* NAD 83(1986)-  33 25 37.     (N)    111 32 07.     (W)     SCALED    
 DU0574* NAVD 88     -       546.254  (meters)    1792.17   (feet)  ADJUSTED  
 DU0574  ___________________________________________________________________
 DU0574  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DU0574  DYNAMIC HT  -         545.585 (meters)    1789.97  (feet)  COMP
 DU0574  MODELED GRAV-     979,395.6   (mgal)                       NAVD 88
 DU0574
 DU0574  VERT ORDER  -  FIRST     CLASS II
 DU0574
 DU0574.The horizontal coordinates were scaled from a topographic map and have
 DU0574.an estimated accuracy of +/- 6 seconds.
 DU0574
 DU0574.The orthometric height was determined by differential leveling
 DU0574.and adjusted in June 1991.
 DU0574
 DU0574.The geoid height was determined by GEOID03.
 DU0574
 DU0574.The dynamic height is computed by dividing the NAVD 88
 DU0574.geopotential number by the normal gravity value computed on the
 DU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0574.degrees latitude (g = 980.6199 gals.).
 DU0574
 DU0574.The modeled gravity was interpolated from observed gravity values.
 DU0574
 DU0574;                    North         East    Units  Estimated Accuracy
 DU0574;SPC AZ C     -   269,160.      248,830.      MT  (+/- 180 meters Scaled)
 DU0574
 DU0574                          SUPERSEDED SURVEY CONTROL
 DU0574
 DU0574  NGVD 29 (??/??/92)  545.659  (m)         1790.22   (f) ADJ UNCH    1 2
 DU0574
 DU0574.Superseded values are not recommended for survey control.
 DU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0574.See file dsdata.txt to determine how the superseded data were derived.
 DU0574
 DU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB502987(NAD 83)
 DU0574_MARKER: DB = BENCH MARK DISK
 DU0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0574_STAMPING: Z 21 1933
 DU0574_PROJECTION: PROJECTING 30 CENTIMETERS
 DU0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0574+STABILITY: SURFACE MOTION
 DU0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU0574+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2008
 DU0574
 DU0574  HISTORY     - Date     Condition        Report By
 DU0574  HISTORY     - 1933     MONUMENTED       CGS
 DU0574  HISTORY     - 1948     GOOD             NGS
 DU0574  HISTORY     - 1980     GOOD             NGS
 DU0574  HISTORY     - 19991120 GOOD             USPSQD
 DU0574  HISTORY     - 20040313 GOOD             USPSQD
 DU0574  HISTORY     - 20050218 GOOD             USPSQD
 DU0574  HISTORY     - 20060211 GOOD             USPSQD
 DU0574  HISTORY     - 20070324 GOOD             USPSQD
 DU0574  HISTORY     - 20081025 GOOD             GEOCAC
 DU0574
 DU0574                          STATION DESCRIPTION
 DU0574
 DU0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0574'1.1 MI NE FROM APACHE JUNCTION.
 DU0574'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM APACHE JUNCTION.
 DU0574'57.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9.5 FEET
 DU0574'NORTHEAST OF A LARGE SIGN APACHE JUNCTION ONE MILE, 1.7 FEET SOUTHWEST
 DU0574'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DU0574'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DU0574
 DU0574                          STATION RECOVERY (1980)
 DU0574
 DU0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0574'1.8 KM (1.1 MI) NORTHEAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION
 DU0574'OF U.S. HIGHWAY 60 AT APACHE JUNCTION, SET ON THE NORTHWEST RIGHT-
 DU0574'OF-WAY, 68.6 METERS (225 FT) SOUTHWEST OF HIGHWAY MILEPOST 197,
 DU0574'17.5 METERS (57.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DU0574'5.6 METERS (18.5 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.9 METERS
 DU0574'(9.5 FT) NORTHEAST OF THE NORTH LEG OF A SIGN READING -RESTAURANT
 DU0574'1 MILE-.
 DU0574'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DU0574'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DU0574
 DU0574                          STATION RECOVERY (1999)
 DU0574
 DU0574'RECOVERY NOTE BY US POWER SQUADRON 1999
 DU0574'RECOVERED IN GOOD CONDITION.
 DU0574
 DU0574                          STATION RECOVERY (2004)
 DU0574
 DU0574'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJ)
 DU0574'RECOVERED AS DESCRIBED
 DU0574
 DU0574                          STATION RECOVERY (2005)
 DU0574
 DU0574'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 DU0574'RECOVERED AS DESCRIBED
 DU0574
 DU0574                          STATION RECOVERY (2006)
 DU0574
 DU0574'RECOVERY NOTE BY US POWER SQUADRON 2006 (JW)
 DU0574'RECOVERED AS DESCRIBED.
 DU0574
 DU0574                          STATION RECOVERY (2007)
 DU0574
 DU0574'RECOVERY NOTE BY US POWER SQUADRON 2007 (RW)
 DU0574'RECOVERED AS DESCRIBED.
 DU0574
 DU0574                          STATION RECOVERY (2008)
 DU0574
 DU0574'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0574'RECOVERED IN GOOD CONDITION. HANDHELD GPSR INDICATED COORDINATES
 DU0574'OF N 33 25.614' W 111 32.130'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0351 ***********************************************************************
 DV0351  DESIGNATION -  Z 22
 DV0351  PID         -  DV0351
 DV0351  STATE/COUNTY-  AZ/PINAL
 DV0351  USGS QUAD   -  PIMA BUTTE (1967)
 DV0351
 DV0351                         *CURRENT SURVEY CONTROL
 DV0351  ___________________________________________________________________
 DV0351* NAD 83(1986)-  33 10 15.     (N)    112 00 21.     (W)     SCALED    
 DV0351* NAVD 88     -       345.76   (+/-2cm)    1134.4    (feet)  VERTCON   
 DV0351  ___________________________________________________________________
 DV0351  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DV0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0351
 DV0351.The horizontal coordinates were scaled from a topographic map and have
 DV0351.an estimated accuracy of +/- 6 seconds.
 DV0351
 DV0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0351.The vertical order pertains to the NGVD 29 superseded value.
 DV0351
 DV0351.The geoid height was determined by GEOID03.
 DV0351
 DV0351;                    North         East    Units  Estimated Accuracy
 DV0351;SPC AZ C     -   240,700.      205,040.      MT  (+/- 180 meters Scaled)
 DV0351
 DV0351                          SUPERSEDED SURVEY CONTROL
 DV0351
 DV0351  NGVD 29 (??/??/92)  345.245  (m)         1132.69   (f) ADJ UNCH    2 0
 DV0351
 DV0351.Superseded values are not recommended for survey control.
 DV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0351.See file dsdata.txt to determine how the superseded data were derived.
 DV0351
 DV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB062706(NAD 83)
 DV0351_MARKER: DB = BENCH MARK DISK
 DV0351_SETTING: 66 = SET IN ROCK OUTCROP
 DV0351_SP_SET: GRANITE ROCK
 DV0351_STAMPING: Z 22 1933
 DV0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV0351+STABILITY: POSITION/ELEVATION WELL
 DV0351
 DV0351  HISTORY     - Date     Condition        Report By
 DV0351  HISTORY     - 1933     MONUMENTED       CGS
 DV0351  HISTORY     - 1948     GOOD             NGS
 DV0351  HISTORY     - 19940425 MARK NOT FOUND   NGS
 DV0351  HISTORY     - 20070806 MARK NOT FOUND   GEOCAC
 DV0351
 DV0351                          STATION DESCRIPTION
 DV0351
 DV0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0351'8.4 MI N FROM MARICOPA.
 DV0351'8.4 MILES NORTH ALONG THE OLD SOUTHERN PACIFIC CO. RAILROAD BED FROM
 DV0351'THE POST OFFICE AT MARICOPA, 43.2 FEET NORTHWEST OF THE CENTER LINE OF
 DV0351'THE ROAD, ABOUT 20.0 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 DV0351'SOUTHEAST CORNER OF A LARGE GRANITE ROCK IN THE SOUTH CONCRETE BASE
 DV0351'WHERE THE OLD RAILROAD BRIDGE WAS OVER THE GILA RIVER.
 DV0351
 DV0351                          STATION RECOVERY (1994)
 DV0351
 DV0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DV0351'MARK NOT FOUND.
 DV0351
 DV0351                          STATION RECOVERY (2007)
 DV0351
 DV0351'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0351'THE OLD RAILROAD BED HAS BEEN WIDENED, AND IS NOW A FOUR-LANE HIGHWAY
 DV0351'WITH A 25 FOOT MEDIAN. ASSUMED DESTROYED BY ROAD CONSTRUCTION. NOTHING
 DV0351'REMAINS OF THE OLD RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0264 ***********************************************************************
 DV0264  DESIGNATION -  Z 23 RESET
 DV0264  PID         -  DV0264
 DV0264  STATE/COUNTY-  AZ/MARICOPA
 DV0264  USGS QUAD   -  MC MICKEN DAM (1981)
 DV0264
 DV0264                         *CURRENT SURVEY CONTROL
 DV0264  ___________________________________________________________________
 DV0264* NAD 83(1986)-  33 41 50.     (N)    112 25 29.     (W)     SCALED    
 DV0264* NAVD 88     -       418.99   (+/-2cm)    1374.6    (feet)  VERTCON   
 DV0264  ___________________________________________________________________
 DV0264  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DV0264  VERT ORDER  -  THIRD (See Below)
 DV0264
 DV0264.The horizontal coordinates were scaled from a topographic map and have
 DV0264.an estimated accuracy of +/- 6 seconds.
 DV0264
 DV0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0264.The vertical order pertains to the NGVD 29 superseded value.
 DV0264
 DV0264.The geoid height was determined by GEOID03.
 DV0264
 DV0264;                    North         East    Units  Estimated Accuracy
 DV0264;SPC AZ C     -   299,190.      166,260.      MT  (+/- 180 meters Scaled)
 DV0264
 DV0264                          SUPERSEDED SURVEY CONTROL
 DV0264
 DV0264  NGVD 29 (03/28/06)  418.44   (m)         1372.8    (f) RESET       3  
 DV0264
 DV0264.Superseded values are not recommended for survey control.
 DV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0264.See file dsdata.txt to determine how the superseded data were derived.
 DV0264
 DV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC679294(NAD 83)
 DV0264_MARKER: DB = BENCH MARK DISK
 DV0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0264_SP_SET: MONUMENT
 DV0264_STAMPING: Z 23 RESET 1970
 DV0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0264
 DV0264  HISTORY     - Date     Condition        Report By
 DV0264  HISTORY     - 1970     MONUMENTED       NGS
 DV0264  HISTORY     - 20070429 MARK NOT FOUND   GEOCAC
 DV0264
 DV0264                          STATION DESCRIPTION
 DV0264
 DV0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DV0264'3.2 MI NW FROM BEARDSLEY.
 DV0264'3.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DV0264'BEARDSLEY, 2 1/2 POLES SOUTHEAST OF MILE POST 146, 140 FEET EAST OF
 DV0264'THE CENTER LINE OF THE HIGHWAY, 95 PACES SOUTHEAST OF A HIGHWAY BRIDGE
 DV0264'OVER A WASH, 18 1/2 FEET WEST OF THE WEST RAIL AND 1 FOOT EAST OF A
 DV0264'WITNESS POST.  SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 DV0264'FLUSH WITH THE GROUND SURFACE.
 DV0264
 DV0264                          STATION RECOVERY (2007)
 DV0264
 DV0264'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0986 ***********************************************************************
 DV0986  DESIGNATION -  Z 24
 DV0986  PID         -  DV0986
 DV0986  STATE/COUNTY-  AZ/YAVAPAI
 DV0986  USGS QUAD   -  FOREPAUGH PEAK (1990)
 DV0986
 DV0986                         *CURRENT SURVEY CONTROL
 DV0986  ___________________________________________________________________
 DV0986* NAD 83(1986)-  33 58 26.     (N)    113 02 12.     (W)     SCALED    
 DV0986* NAVD 88     -       705.80   (+/-2cm)    2315.6    (feet)  VERTCON   
 DV0986  ___________________________________________________________________
 DV0986  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0986
 DV0986.The horizontal coordinates were scaled from a topographic map and have
 DV0986.an estimated accuracy of +/- 6 seconds.
 DV0986
 DV0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0986.The vertical order pertains to the NGVD 29 superseded value.
 DV0986
 DV0986.The geoid height was determined by GEOID03.
 DV0986
 DV0986;                    North         East    Units  Estimated Accuracy
 DV0986;SPC AZ C     -   330,320.      109,870.      MT  (+/- 180 meters Scaled)
 DV0986
 DV0986                          SUPERSEDED SURVEY CONTROL
 DV0986
 DV0986  NGVD 29 (??/??/92)  705.108  (m)         2313.34   (f) ADJ UNCH    2 0
 DV0986
 DV0986.Superseded values are not recommended for survey control.
 DV0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0986.See file dsdata.txt to determine how the superseded data were derived.
 DV0986
 DV0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC118611(NAD 83)
 DV0986_MARKER: DB = BENCH MARK DISK
 DV0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0986_STAMPING: Z 24 1933
 DV0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0986+STABILITY: SURFACE MOTION
 DV0986
 DV0986  HISTORY     - Date     Condition        Report By
 DV0986  HISTORY     - 1933     MONUMENTED       CGS
 DV0986  HISTORY     - 1934     GOOD             NGS
 DV0986
 DV0986                          STATION DESCRIPTION
 DV0986
 DV0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DV0986'8.3 MI E FROM AGUILA.
 DV0986'IN YAVAPAI COUNTY, 8.3 MILES EAST ALONG THE ATCHISON, TOPEKA, AND
 DV0986'SANTA FE RAILWAY FROM AGUILA, MARICOPA COUNTY, 0.5 MILE EAST OF THE
 DV0986'SIDING AT FOREPAUGH, 45 FEET NORTH OF MILEPOST 14, AND 95 FEET NORTH
 DV0986'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 24 1933
 DV0986'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0402 ***********************************************************************
 ET0402  DESIGNATION -  Z 25
 ET0402  PID         -  ET0402
 ET0402  STATE/COUNTY-  AZ/YAVAPAI
 ET0402  USGS QUAD   -  CONGRESS (1969)
 ET0402
 ET0402                         *CURRENT SURVEY CONTROL
 ET0402  ___________________________________________________________________
 ET0402* NAD 83(1986)-  34 13 30.     (N)    112 50 48.     (W)     SCALED    
 ET0402* NAVD 88     -       997.515  (meters)    3272.68   (feet)  POSTED    
 ET0402  ___________________________________________________________________
 ET0402  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 ET0402  DYNAMIC HT  -         996.250 (meters)    3268.53  (feet)  COMP
 ET0402  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 ET0402
 ET0402  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0402
 ET0402.The horizontal coordinates were scaled from a topographic map and have
 ET0402.an estimated accuracy of +/- 6 seconds.
 ET0402
 ET0402.The orthometric height was determined by differential leveling
 ET0402.and adjusted in November 2005.
 ET0402.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0402.rate of 1.1 thru 2.0 mm/km.
 ET0402
 ET0402.The geoid height was determined by GEOID03.
 ET0402
 ET0402.The dynamic height is computed by dividing the NAVD 88
 ET0402.geopotential number by the normal gravity value computed on the
 ET0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0402.degrees latitude (g = 980.6199 gals.).
 ET0402
 ET0402.The modeled gravity was interpolated from observed gravity values.
 ET0402
 ET0402;                    North         East    Units  Estimated Accuracy
 ET0402;SPC AZ C     -   358,000.      127,680.      MT  (+/- 180 meters Scaled)
 ET0402
 ET0402                          SUPERSEDED SURVEY CONTROL
 ET0402
 ET0402  NGVD 29 (??/??/92)  996.810  (m)         3270.37   (f) ADJ UNCH    2 0
 ET0402
 ET0402.Superseded values are not recommended for survey control.
 ET0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0402.See file dsdata.txt to determine how the superseded data were derived.
 ET0402
 ET0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC299886(NAD 83)
 ET0402_MARKER: DB = BENCH MARK DISK
 ET0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0402_SP_SET: ABUTMENT
 ET0402_STAMPING: Z 25 1933
 ET0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0402+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2008
 ET0402
 ET0402  HISTORY     - Date     Condition        Report By
 ET0402  HISTORY     - 1933     MONUMENTED       CGS
 ET0402  HISTORY     - 20080526 GOOD             GEOCAC
 ET0402
 ET0402                          STATION DESCRIPTION
 ET0402
 ET0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0402'5.6 MI N FROM CONGRESS JUNCTION.
 ET0402'ON A.T. AND S.F. RIGHT OF WAY, 1.3 MILES SOUTH OF PIEDMONT SIDING, 225
 ET0402'FEET NORTH OF MILEPOST 118, ON TOP OF SOUTHERLY CONCRETE ABUTMENT OF
 ET0402'RAILROAD BRIDGE NO. F-118, 10 FEET EAST OF RAILROAD CENTER-LINE.
 ET0402
 ET0402                          STATION RECOVERY (2008)
 ET0402
 ET0402'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 ET0402'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N34
 ET0402'13.513' W112 50.798'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0441 ***********************************************************************
 FS0441  DESIGNATION -  Z 254
 FS0441  PID         -  FS0441
 FS0441  STATE/COUNTY-  AZ/MOHAVE
 FS0441  USGS QUAD   -  GOLD BASIN (1989)
 FS0441
 FS0441                         *CURRENT SURVEY CONTROL
 FS0441  ___________________________________________________________________
 FS0441* NAD 83(1986)-  35 46 23.     (N)    114 08 26.     (W)     SCALED    
 FS0441* NAVD 88     -       890.733  (meters)    2922.35   (feet)  POSTED    
 FS0441  ___________________________________________________________________
 FS0441  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FS0441  DYNAMIC HT  -         889.730 (meters)    2919.06  (feet)  COMP
 FS0441  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 FS0441
 FS0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0441
 FS0441.The horizontal coordinates were scaled from a topographic map and have
 FS0441.an estimated accuracy of +/- 6 seconds.
 FS0441
 FS0441.The orthometric height was determined by differential leveling
 FS0441.and adjusted by the  in 1992.
 FS0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0441.rate of 0.0 thru 1.0 mm/km.
 FS0441
 FS0441.The geoid height was determined by GEOID03.
 FS0441
 FS0441.The dynamic height is computed by dividing the NAVD 88
 FS0441.geopotential number by the normal gravity value computed on the
 FS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0441.degrees latitude (g = 980.6199 gals.).
 FS0441
 FS0441.The modeled gravity was interpolated from observed gravity values.
 FS0441
 FS0441;                    North         East    Units  Estimated Accuracy
 FS0441;SPC AZ W     -   529,420.      178,050.      MT  (+/- 180 meters Scaled)
 FS0441
 FS0441                          SUPERSEDED SURVEY CONTROL
 FS0441
 FS0441  NGVD 29 (??/??/92)  889.978  (m)         2919.87   (f) ADJ UNCH    1 1
 FS0441
 FS0441.Superseded values are not recommended for survey control.
 FS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0441.See file dsdata.txt to determine how the superseded data were derived.
 FS0441
 FS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV584625(NAD 83)
 FS0441_MARKER: DB = BENCH MARK DISK
 FS0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0441_STAMPING: Z 254 1941
 FS0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0441+STABILITY: SURFACE MOTION
 FS0441
 FS0441  HISTORY     - Date     Condition        Report By
 FS0441  HISTORY     - 1941     MONUMENTED       CGS
 FS0441  HISTORY     - 1950     GOOD             NGS
 FS0441  HISTORY     - 1955     GOOD             NGS
 FS0441  HISTORY     - 1987     GOOD             USPSQD
 FS0441
 FS0441                          STATION DESCRIPTION
 FS0441
 FS0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0441'32.6 MI N FROM GRASSHOPPER JUNCTION.
 FS0441'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0441'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 21.6 MILES
 FS0441'NORTHEAST ALONG A DIRT ROAD LEADING TO PIERCES FERRY, 1.0 MILE
 FS0441'SOUTH OF THE INTERSECTION OF THE HACKBERRY-HUALPAI WASH ROAD
 FS0441'AND B.M. 2860 (USGS), 78 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FS0441'2.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FS0441'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 FS0441'GROUND.  NOTE-- THE MARK IS ALSO THE AZIMUTH MARK FOR STATION
 FS0441'GOLD BASIN.
 FS0441
 FS0441                          STATION RECOVERY (1955)
 FS0441
 FS0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0441'RECOVERED IN GOOD CONDITION.
 FS0441
 FS0441                          STATION RECOVERY (1987)
 FS0441
 FS0441'RECOVERY NOTE BY US POWER SQUADRON 1987 (SDC)
 FS0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0254 ***********************************************************************
 FR0254  DESIGNATION -  Z 256
 FR0254  PID         -  FR0254
 FR0254  STATE/COUNTY-  AZ/YAVAPAI
 FR0254  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0254
 FR0254                         *CURRENT SURVEY CONTROL
 FR0254  ___________________________________________________________________
 FR0254* NAD 83(1986)-  35 16 03.     (N)    112 52 19.     (W)     SCALED    
 FR0254* NAVD 88     -      1617.09   (+/-2cm)    5305.4    (feet)  VERTCON   
 FR0254  ___________________________________________________________________
 FR0254  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 FR0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FR0254
 FR0254.The horizontal coordinates were scaled from a topographic map and have
 FR0254.an estimated accuracy of +/- 6 seconds.
 FR0254
 FR0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 FR0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FR0254.The vertical order pertains to the NGVD 29 superseded value.
 FR0254
 FR0254.The geoid height was determined by GEOID03.
 FR0254
 FR0254;                    North         East    Units  Estimated Accuracy
 FR0254;SPC AZ C     -   473,670.      126,450.      MT  (+/- 180 meters Scaled)
 FR0254
 FR0254                          SUPERSEDED SURVEY CONTROL
 FR0254
 FR0254  NGVD 29 (??/??/92) 1616.206  (m)         5302.50   (f) ADJ UNCH    2 0
 FR0254
 FR0254.Superseded values are not recommended for survey control.
 FR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0254.See file dsdata.txt to determine how the superseded data were derived.
 FR0254
 FR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE297043(NAD 83)
 FR0254_MARKER: DB = BENCH MARK DISK
 FR0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0254_STAMPING: Z 256 1941
 FR0254_MARK LOGO: CGS   
 FR0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0254+STABILITY: SURFACE MOTION
 FR0254
 FR0254  HISTORY     - Date     Condition        Report By
 FR0254  HISTORY     - 1941     MONUMENTED       CGS
 FR0254  HISTORY     - 1979     GOOD             USGS
 FR0254  HISTORY     - 1982     GOOD             NGS
 FR0254
 FR0254                          STATION DESCRIPTION
 FR0254
 FR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FR0254'0.9 MI E FROM SELIGMAN.
 FR0254'0.9 MILE EAST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON, TOPEKA AND
 FR0254'SANTA FE RAILWAY STATION AT SELIGMAN, YAVAPAI COUNTY, THENCE ABOUT 4.1
 FR0254'MILES SOUTH ALONG THE ROAD LEADING TO WALNUT CREEK, ABOUT 0.6 MILE
 FR0254'SOUTH OF THE CROSSING OF A WASH, ABOUT 0.4 MILE SOUTH OF A CATTLE
 FR0254'GUARD, ABOUT 160 FEET EAST OF A GROUP OF CEDAR TREES, 57 FEET EAST OF
 FR0254'THE CENTER LINE OF THE ROAD, AND 3 FEET WEST OF A WOODEN WITNESS POST.
 FR0254'A STANDARD DISK, STAMPED Z 256 1941 AND SET IN THE TOP OF A CONCRETE
 FR0254'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 FR0254
 FR0254                          STATION RECOVERY (1979)
 FR0254
 FR0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FR0254'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT SELIGMAN,
 FR0254'YAVAPAI COUNTY, 2.7 MILES EAST AND SOUTHWEST ALONG US HWY 66, UNDER
 FR0254'THE FREEWAY OVERCROSSING. THENCE 0.7 MILES NORTHWEST ALONG THE
 FR0254'FREEWAY FRONTAGE ROAD, THENCE ABOUT 3.35 MILES SOUTH ALONG THE ROAD
 FR0254'LEADING TO WALNUT CREEK, ABOUT 0.6 MILES SOUTH OF CROSSING OF A WASH,
 FR0254'ABOUT 0.4 MILES SOUTH OF A CATTLE GUARD, ABOUT 160 FEET EAST OF A
 FR0254'GROUP OF CEDAR TREES, 68 FEET EAST OF THE CENTER LINE OF THE ROAD. A
 FR0254'STANDARD DISK, STAMPED Z 256 1941 AND SET IN THE TOP OF A CONCRETE
 FR0254'POST PROJECTING ABOUT 0.6 FEET ABOVE THE GROUND.
 FR0254
 FR0254                          STATION RECOVERY (1982)
 FR0254
 FR0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1102 ***********************************************************************
 DA1102  DESIGNATION -  Z 257
 DA1102  PID         -  DA1102
 DA1102  STATE/COUNTY-  AZ/YUMA
 DA1102  USGS QUAD   -  DATELAND (1982)
 DA1102
 DA1102                         *CURRENT SURVEY CONTROL
 DA1102  ___________________________________________________________________
 DA1102* NAD 83(1986)-  32 47 54.     (N)    113 32 02.     (W)     SCALED    
 DA1102* NAVD 88     -       138.94   (+/-2cm)     455.8    (feet)  VERTCON   
 DA1102  ___________________________________________________________________
 DA1102  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DA1102  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1102
 DA1102.The horizontal coordinates were scaled from a topographic map and have
 DA1102.an estimated accuracy of +/- 6 seconds.
 DA1102
 DA1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1102.The vertical order pertains to the NGVD 29 superseded value.
 DA1102
 DA1102.The geoid height was determined by GEOID03.
 DA1102
 DA1102;                    North         East    Units  Estimated Accuracy
 DA1102;SPC AZ W     -   199,420.      233,600.      MT  (+/- 180 meters Scaled)
 DA1102
 DA1102                          SUPERSEDED SURVEY CONTROL
 DA1102
 DA1102  NGVD 29 (??/??/92)  138.369  (m)          453.97   (f) ADJ UNCH    1 2
 DA1102
 DA1102.Superseded values are not recommended for survey control.
 DA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1102.See file dsdata.txt to determine how the superseded data were derived.
 DA1102
 DA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB627317(NAD 83)
 DA1102_MARKER: DB = BENCH MARK DISK
 DA1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA1102_SP_SET: BRIDGE
 DA1102_STAMPING: Z 257 1945
 DA1102_MARK LOGO: CGS   
 DA1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1102
 DA1102  HISTORY     - Date     Condition        Report By
 DA1102  HISTORY     - 1945     MONUMENTED       CGS
 DA1102  HISTORY     - 1952     GOOD             NGS
 DA1102  HISTORY     - 1981     POOR             NGS
 DA1102  HISTORY     - 1981     POOR             NGS
 DA1102
 DA1102                          STATION DESCRIPTION
 DA1102
 DA1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA1102'5.2 MI SW FROM AZTEC.
 DA1102'5.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DA1102'THE WATER TANK AT AZTEC, 0.4 MILES NORTHEAST OF DATELAND, IN THE TOP
 DA1102'OF THE SOUTHWEST WINGWALL OF BRIDGE NO. 806.72, 125.5 FEET SOUTHEAST
 DA1102'OF THE CENTER LINE OF FORMER UNITED STATES HIGHWAY 80, 19.9 FEET
 DA1102'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK AND 1 FOOT LOWER
 DA1102'THAN THE TRACK.
 DA1102
 DA1102                          STATION RECOVERY (1981)
 DA1102
 DA1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1102'RECOVERED IN POOR CONDITION, MARK NOT LEVELED TO THIS SURVEY.
 DA1102
 DA1102                          STATION RECOVERY (1981)
 DA1102
 DA1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1102'RECOVERED IN POOR CONDITION, MARK NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0277 ***********************************************************************
 DV0277  DESIGNATION -  Z 258
 DV0277  PID         -  DV0277
 DV0277  STATE/COUNTY-  AZ/MARICOPA
 DV0277  USGS QUAD   -  EL MIRAGE (1982)
 DV0277
 DV0277                         *CURRENT SURVEY CONTROL
 DV0277  ___________________________________________________________________
 DV0277* NAD 83(1986)-  33 32 24.     (N)    112 21 33.     (W)     SCALED    
 DV0277* NAVD 88     -       331.81   (+/-2cm)    1088.6    (feet)  VERTCON   
 DV0277  ___________________________________________________________________
 DV0277  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DV0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0277
 DV0277.The horizontal coordinates were scaled from a topographic map and have
 DV0277.an estimated accuracy of +/- 6 seconds.
 DV0277
 DV0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0277.The vertical order pertains to the NGVD 29 superseded value.
 DV0277
 DV0277.The geoid height was determined by GEOID03.
 DV0277
 DV0277;                    North         East    Units  Estimated Accuracy
 DV0277;SPC AZ C     -   281,720.      172,270.      MT  (+/- 180 meters Scaled)
 DV0277
 DV0277                          SUPERSEDED SURVEY CONTROL
 DV0277
 DV0277  NGVD 29 (??/??/92)  331.262  (m)         1086.82   (f) ADJ UNCH    2 0
 DV0277
 DV0277.Superseded values are not recommended for survey control.
 DV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0277.See file dsdata.txt to determine how the superseded data were derived.
 DV0277
 DV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC738119(NAD 83)
 DV0277_MARKER: DB = BENCH MARK DISK
 DV0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0277_SP_SET: FLAG POLE BASE
 DV0277_STAMPING: Z 258 1945
 DV0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0277
 DV0277  HISTORY     - Date     Condition        Report By
 DV0277  HISTORY     - 1945     MONUMENTED       CGS
 DV0277  HISTORY     - 1947     GOOD             NGS
 DV0277
 DV0277                          STATION DESCRIPTION
 DV0277
 DV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DV0277'IN LUKE FIELD.
 DV0277'AT LUKE FIELD, MARICOPA COUNTY, 100 FEET WEST OF THE MAIN GATE,
 DV0277'BETWEEN THE GATE AND THE POST HEADQUARTERS BUILDING, AND IN THE EAST
 DV0277'SIDE OF THE CONCRETE BASE OF THE FLAG POLE.  A STANDARD DISK, STAMPED
 DV0277'Z 258 1945.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1096 ***********************************************************************
 CZ1096  DESIGNATION -  Z 259
 CZ1096  PID         -  CZ1096
 CZ1096  STATE/COUNTY-  AZ/PINAL
 CZ1096  USGS QUAD   -  COOLIDGE (1992)
 CZ1096
 CZ1096                         *CURRENT SURVEY CONTROL
 CZ1096  ___________________________________________________________________
 CZ1096* NAD 83(1986)-  32 58 25.     (N)    111 30 52.     (W)     SCALED    
 CZ1096* NAVD 88     -       435.24   (+/-2cm)    1427.9    (feet)  VERTCON   
 CZ1096  ___________________________________________________________________
 CZ1096  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CZ1096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1096
 CZ1096.The horizontal coordinates were scaled from a topographic map and have
 CZ1096.an estimated accuracy of +/- 6 seconds.
 CZ1096
 CZ1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1096.The vertical order pertains to the NGVD 29 superseded value.
 CZ1096
 CZ1096.The geoid height was determined by GEOID03.
 CZ1096
 CZ1096;                    North         East    Units  Estimated Accuracy
 CZ1096;SPC AZ C     -   218,900.      250,960.      MT  (+/- 180 meters Scaled)
 CZ1096
 CZ1096                          SUPERSEDED SURVEY CONTROL
 CZ1096
 CZ1096  NGVD 29 (??/??/92)  434.748  (m)         1426.34   (f) ADJ UNCH    2 0
 CZ1096
 CZ1096.Superseded values are not recommended for survey control.
 CZ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1096.See file dsdata.txt to determine how the superseded data were derived.
 CZ1096
 CZ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB519484(NAD 83)
 CZ1096_MARKER: DB = BENCH MARK DISK
 CZ1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1096_SP_SET: CULVERT
 CZ1096_STAMPING: Z 259 1945
 CZ1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1096
 CZ1096  HISTORY     - Date     Condition        Report By
 CZ1096  HISTORY     - 1945     MONUMENTED       CGS
 CZ1096  HISTORY     - 1977     GOOD             USGS
 CZ1096  HISTORY     - 20070106 MARK NOT FOUND   GEOCAC
 CZ1096
 CZ1096                          STATION DESCRIPTION
 CZ1096
 CZ1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CZ1096'0.5 MI S FROM COOLIDGE.
 CZ1096'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CZ1096'STATION AT COOLIDGE, PINAL COUNTY, AT A COUNTY-ROAD CROSSING, 24 FEET
 CZ1096'NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET EAST OF THE EAST RAIL OF
 CZ1096'THE MAIN TRACK, 12 FEET NORTH OF STOPLIGHT 9621, AT CULVERT 962.36,
 CZ1096'AND IN THE CENTER OF THE TOP OF THE EAST HEAD WALL.  A STANDARD DISK,
 CZ1096'STAMPED Z 259 1945.
 CZ1096
 CZ1096                          STATION RECOVERY (1977)
 CZ1096
 CZ1096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1096'COOLIDGE, 0.4 MI S. OF RR. STATION SITE AT, ALONG SOUTHERN PACIFIC
 CZ1096'RR. AT KENILWORTH RD. GRADE CROSSING. 24 FT N. OF CENTERLINE OF RD.,
 CZ1096'12 FT E. OF EAST RAIL, 12 FT N. OF RR. CROSSING SIGNAL LIGHT, AT
 CZ1096'CULVERT 962.36. SET IN CENTER OF TOP OF E. HEADWALL. NGS DISK STAMPED
 CZ1096'Z 259 1945.
 CZ1096
 CZ1096                          STATION RECOVERY (2007)
 CZ1096
 CZ1096'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1096'THERE IS A CULVERT HEADWALL AT THE DESCRIBED LOCATION, BUT IT IS OF A
 CZ1096'RECENT STYLE WITH A DEBRIS GRATING. MARK ASSUMED DESTROYED WHEN
 CZ1096'HEADWALL WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0454 ***********************************************************************
 ET0454  DESIGNATION -  Z 26
 ET0454  PID         -  ET0454
 ET0454  STATE/COUNTY-  AZ/YAVAPAI
 ET0454  USGS QUAD   -  IRON SPRINGS (1979)
 ET0454
 ET0454                         *CURRENT SURVEY CONTROL
 ET0454  ___________________________________________________________________
 ET0454* NAD 83(1986)-  34 34 58.     (N)    112 36 32.     (W)     SCALED    
 ET0454* NAVD 88     -      1640.719  (meters)    5382.93   (feet)  POSTED    
 ET0454  ___________________________________________________________________
 ET0454  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 ET0454  DYNAMIC HT  -        1638.490 (meters)    5375.61  (feet)  COMP
 ET0454  MODELED GRAV-     979,217.4   (mgal)                       NAVD 88
 ET0454
 ET0454  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0454
 ET0454.The horizontal coordinates were scaled from a topographic map and have
 ET0454.an estimated accuracy of +/- 6 seconds.
 ET0454
 ET0454.The orthometric height was determined by differential leveling
 ET0454.and adjusted in November 2005.
 ET0454.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0454.rate of 1.1 thru 2.0 mm/km.
 ET0454
 ET0454.The geoid height was determined by GEOID03.
 ET0454
 ET0454.The dynamic height is computed by dividing the NAVD 88
 ET0454.geopotential number by the normal gravity value computed on the
 ET0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0454.degrees latitude (g = 980.6199 gals.).
 ET0454
 ET0454.The modeled gravity was interpolated from observed gravity values.
 ET0454
 ET0454;                    North         East    Units  Estimated Accuracy
 ET0454;SPC AZ C     -   397,510.      149,860.      MT  (+/- 180 meters Scaled)
 ET0454
 ET0454                          SUPERSEDED SURVEY CONTROL
 ET0454
 ET0454  NGVD 29 (??/??/92) 1639.866  (m)         5380.13   (f) ADJ UNCH    1 2
 ET0454
 ET0454.Superseded values are not recommended for survey control.
 ET0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0454.See file dsdata.txt to determine how the superseded data were derived.
 ET0454
 ET0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD524279(NAD 83)
 ET0454_MARKER: DB = BENCH MARK DISK
 ET0454_SETTING: 80 = SET IN A BOULDER
 ET0454_SP_SET: BOULDER
 ET0454_STAMPING: Z 26 1933
 ET0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0454+STABILITY: SURFACE MOTION
 ET0454
 ET0454  HISTORY     - Date     Condition        Report By
 ET0454  HISTORY     - 1933     MONUMENTED       CGS
 ET0454  HISTORY     - 1974     GOOD             USGS
 ET0454
 ET0454                          STATION DESCRIPTION
 ET0454
 ET0454'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0454'3.8 MI W FROM IRON SPRINGS.
 ET0454'3.8 MILES WEST ALONG THE DISMANTLED ATCHISON TOPEKA AND SANTA FE
 ET0454'RAILWAY FROM THE STATION (SITE) AT IRON SPRINGS, AT THE SOUTH END OF A
 ET0454'LONG CUT, IN THE TOP OF A GRANITE BOULDER, 40 FEET NORTHWEST OF
 ET0454'CENTERLINE OF RR GRADE, AND 1 FT. ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0400 ***********************************************************************
 CY0400  DESIGNATION -  Z 261
 CY0400  PID         -  CY0400
 CY0400  STATE/COUNTY-  AZ/COCHISE
 CY0400  USGS QUAD   -  SQUARE MOUNTAIN (1985)
 CY0400
 CY0400                         *CURRENT SURVEY CONTROL
 CY0400  ___________________________________________________________________
 CY0400* NAD 83(1986)-  32 15 09.     (N)    109 53 02.     (W)     SCALED    
 CY0400* NAVD 88     -      1275.25   (+/-2cm)    4183.9    (feet)  VERTCON   
 CY0400  ___________________________________________________________________
 CY0400  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CY0400  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0400
 CY0400.The horizontal coordinates were scaled from a topographic map and have
 CY0400.an estimated accuracy of +/- 6 seconds.
 CY0400
 CY0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0400.The vertical order pertains to the NGVD 29 superseded value.
 CY0400
 CY0400.The geoid height was determined by GEOID03.
 CY0400
 CY0400;                    North         East    Units  Estimated Accuracy
 CY0400;SPC AZ E     -   138,900.      240,000.      MT  (+/- 180 meters Scaled)
 CY0400
 CY0400                          SUPERSEDED SURVEY CONTROL
 CY0400
 CY0400  NGVD 29 (??/??/92) 1274.499  (m)         4181.42   (f) ADJ UNCH    1 2
 CY0400
 CY0400.Superseded values are not recommended for survey control.
 CY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0400.See file dsdata.txt to determine how the superseded data were derived.
 CY0400
 CY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA051689(NAD 83)
 CY0400_MARKER: DB = BENCH MARK DISK
 CY0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0400_STAMPING: Z 261 1945
 CY0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0400+STABILITY: SURFACE MOTION
 CY0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0400+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 CY0400
 CY0400  HISTORY     - Date     Condition        Report By
 CY0400  HISTORY     - 1945     MONUMENTED       CGS
 CY0400  HISTORY     - 1952     GOOD             NGS
 CY0400  HISTORY     - 20051113 GOOD             NGS
 CY0400
 CY0400                          STATION DESCRIPTION
 CY0400
 CY0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0400'3.2 MI W FROM WILLCOX.
 CY0400'3.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT WILLCOX, AT
 CY0400'THE ENTRANCE OF THE COCHISE COUNTY AIRPORT, 37.0 FEET SOUTH OF THE
 CY0400'CENTER LINE OF THE ROAD, 27.0 FEET EAST OF THE EAST GATE POST AT THE
 CY0400'ENTRANCE TO THE AIRPORT, 15.0 FEET NORTH OF COCHISE COUNTY AIRPORT
 CY0400'SIGN, 1.5 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST,
 CY0400'ABOUT 1/2 FOOT LOWER THAN THE COUNTY ROAD, AND SET IN THE TOP OF A
 CY0400'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CY0400
 CY0400                          STATION RECOVERY (2005)
 CY0400
 CY0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0400'MARK IS ABOUT 45 FEET EAST OF CENTER OF S. VISTA ROAD (TO AIRPORT) AND
 CY0400'37 FEET SOUTH OF W. AIRPORT ROAD.  IT IS 1.3 FEET WEST OF CEDAR
 CY0400'WITNESS POST, ABOUT 5 FEET WEST OF NORTH END OF NEW AIRPORT SIGN AND
 CY0400'AT EDGE OF DRAINAGE DITCH.  GATE POST IS GONE OR MOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1064 ***********************************************************************
 DV1064  DESIGNATION -  Z 262
 DV1064  PID         -  DV1064
 DV1064  STATE/COUNTY-  AZ/MARICOPA
 DV1064  USGS QUAD   -  BURNT MOUNTAIN (1990)
 DV1064
 DV1064                         *CURRENT SURVEY CONTROL
 DV1064  ___________________________________________________________________
 DV1064* NAD 83(1986)-  33 30 07.     (N)    113 04 40.     (W)     SCALED    
 DV1064* NAVD 88     -       370.530  (meters)    1215.65   (feet)  ADJUSTED  
 DV1064  ___________________________________________________________________
 DV1064  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DV1064  DYNAMIC HT  -         370.104 (meters)    1214.25  (feet)  COMP
 DV1064  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DV1064
 DV1064  VERT ORDER  -  FIRST     CLASS II
 DV1064
 DV1064.The horizontal coordinates were scaled from a topographic map and have
 DV1064.an estimated accuracy of +/- 6 seconds.
 DV1064
 DV1064.The orthometric height was determined by differential leveling
 DV1064.and adjusted in June 1991.
 DV1064
 DV1064.The geoid height was determined by GEOID03.
 DV1064
 DV1064.The dynamic height is computed by dividing the NAVD 88
 DV1064.geopotential number by the normal gravity value computed on the
 DV1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1064.degrees latitude (g = 980.6199 gals.).
 DV1064
 DV1064.The modeled gravity was interpolated from observed gravity values.
 DV1064
 DV1064;                    North         East    Units  Estimated Accuracy
 DV1064;SPC AZ C     -   278,020.      105,480.      MT  (+/- 180 meters Scaled)
 DV1064
 DV1064                          SUPERSEDED SURVEY CONTROL
 DV1064
 DV1064  NGVD 29 (??/??/92)  369.892  (m)         1213.55   (f) ADJ UNCH    1 2
 DV1064
 DV1064.Superseded values are not recommended for survey control.
 DV1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1064.See file dsdata.txt to determine how the superseded data were derived.
 DV1064
 DV1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC069088(NAD 83)
 DV1064_MARKER: DB = BENCH MARK DISK
 DV1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1064_STAMPING: Z 262 1947
 DV1064_MARK LOGO: CGS   
 DV1064_PROJECTION: PROJECTING 10 CENTIMETERS
 DV1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1064+STABILITY: SURFACE MOTION
 DV1064
 DV1064  HISTORY     - Date     Condition        Report By
 DV1064  HISTORY     - 1947     MONUMENTED       CGS
 DV1064  HISTORY     - 1962     GOOD             NGS
 DV1064  HISTORY     - 1981     GOOD             NGS
 DV1064
 DV1064                          STATION DESCRIPTION
 DV1064
 DV1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DV1064'8.5 MI NW FROM TONOPAH.
 DV1064'ABOUT 7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 DV1064'TONOPAH, THENCE 1.3 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD,
 DV1064'AT THE CREST OF A SMALL RISE IN THE ROAD, 53 FEET NORTH OF THE CENTER
 DV1064'OF THE ROAD, 2.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 DV1064'LEVEL WITH THE ROAD, SET IN TOP OF A CONCRETE POST PROJECTING 3
 DV1064'INCHES.
 DV1064
 DV1064                          STATION RECOVERY (1981)
 DV1064
 DV1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1064'11 KM WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1064'THENCE 2.1 KM (1.3 MI) NORTHWEST ALONG SALOME ROAD, AT THE CREST
 DV1064'OF A SMALL RISE IN THE ROAD, 0.7 KM (0.45 MI) WEST-SOUTHWEST OF AND
 DV1064'ACROSS COUNTRY FROM BENCH MARK R 476, 18.3 METERS (60 FT) NORTHEAST
 DV1064'OF THE CENTERLINE OF THE ROAD, 0.7 METER (2.2 FT) SOUTH OF A WOODEN
 DV1064'WITNESS POST.
 DV1064'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 DV1064'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0729 ***********************************************************************
 DV0729  DESIGNATION -  Z 263
 DV0729  PID         -  DV0729
 DV0729  STATE/COUNTY-  AZ/MARICOPA
 DV0729  USGS QUAD   -  BUCKEYE NW (1982)
 DV0729
 DV0729                         *CURRENT SURVEY CONTROL
 DV0729  ___________________________________________________________________
 DV0729* NAD 83(1986)-  33 27 58.     (N)    112 41 16.     (W)     SCALED    
 DV0729* NAVD 88     -       347.510  (meters)    1140.12   (feet)  ADJUSTED  
 DV0729  ___________________________________________________________________
 DV0729  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DV0729  DYNAMIC HT  -         347.109 (meters)    1138.81  (feet)  COMP
 DV0729  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DV0729
 DV0729  VERT ORDER  -  FIRST     CLASS II
 DV0729
 DV0729.The horizontal coordinates were scaled from a topographic map and have
 DV0729.an estimated accuracy of +/- 6 seconds.
 DV0729
 DV0729.The orthometric height was determined by differential leveling
 DV0729.and adjusted in June 1991.
 DV0729
 DV0729.The geoid height was determined by GEOID03.
 DV0729
 DV0729.The dynamic height is computed by dividing the NAVD 88
 DV0729.geopotential number by the normal gravity value computed on the
 DV0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0729.degrees latitude (g = 980.6199 gals.).
 DV0729
 DV0729.The modeled gravity was interpolated from observed gravity values.
 DV0729
 DV0729;                    North         East    Units  Estimated Accuracy
 DV0729;SPC AZ C     -   273,710.      141,690.      MT  (+/- 180 meters Scaled)
 DV0729
 DV0729                          SUPERSEDED SURVEY CONTROL
 DV0729
 DV0729  NGVD 29 (??/??/92)  346.860  (m)         1137.99   (f) ADJ UNCH    1 2
 DV0729
 DV0729.Superseded values are not recommended for survey control.
 DV0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0729.See file dsdata.txt to determine how the superseded data were derived.
 DV0729
 DV0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC431042(NAD 83)
 DV0729_MARKER: DB = BENCH MARK DISK
 DV0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0729_STAMPING: Z 263 1947
 DV0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0729+STABILITY: SURFACE MOTION
 DV0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0729+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DV0729
 DV0729  HISTORY     - Date     Condition        Report By
 DV0729  HISTORY     - 1947     MONUMENTED       CGS
 DV0729  HISTORY     - 1967     GOOD             NGS
 DV0729  HISTORY     - 1981     GOOD             NGS
 DV0729  HISTORY     - 20010416 GOOD             MCDOT
 DV0729  HISTORY     - 20080530 GOOD             GEOCAC
 DV0729
 DV0729                          STATION DESCRIPTION
 DV0729
 DV0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0729'10.05 MI NW FROM BUCKEYE.
 DV0729'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 DV0729'BUCKEYE, THENCE 3.8 MILES NORTH ALONG MILLER ROAD, THENCE 5.95 MILES
 DV0729'NORTHWEST ALONG YUMA ROAD, IN S 32, T 2 N, R 4 W, 35 FEET SOUTH OF THE
 DV0729'CENTER LINE OF THE ROAD, 87 FEET WEST OF THE CENTER LINE OF A NARROW
 DV0729'WASH, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DV0729'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DV0729'INCHES.
 DV0729
 DV0729                          STATION RECOVERY (1981)
 DV0729
 DV0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0729'RECOVERED IN GOOD CONDITION.
 DV0729
 DV0729                          STATION RECOVERY (2001)
 DV0729
 DV0729'RECOVERY NOTE BY MARICOPA CO DOT 2001
 DV0729'FROM JUNCT. OF MCDOWELL + PALO VERDE RDS. GO .6 MILES W TO BM Z263
 DV0729'USC+G BC SET IN CONC. PEDESTAL W/ WOOD WITNESS POST
 DV0729' 
 DV0729' 
 DV0729' 
 DV0729' 
 DV0729' 
 DV0729' 
 DV0729' 
 DV0729' 
 DV0729
 DV0729                          STATION RECOVERY (2008)
 DV0729
 DV0729'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 DV0729'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 DV0729'33 27 58.1 (N)   112 41 15.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0519 ***********************************************************************
 DV0519  DESIGNATION -  Z 264
 DV0519  PID         -  DV0519
 DV0519  STATE/COUNTY-  AZ/MARICOPA
 DV0519  USGS QUAD   -  PERRYVILLE (1982)
 DV0519
 DV0519                         *CURRENT SURVEY CONTROL
 DV0519  ___________________________________________________________________
 DV0519* NAD 83(1986)-  33 23 55.     (N)    112 28 43.     (W)     SCALED    
 DV0519* NAVD 88     -       274.03   (+/-2cm)     899.0    (feet)  VERTCON   
 DV0519  ___________________________________________________________________
 DV0519  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DV0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0519
 DV0519.The horizontal coordinates were scaled from a topographic map and have
 DV0519.an estimated accuracy of +/- 6 seconds.
 DV0519
 DV0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0519.The vertical order pertains to the NGVD 29 superseded value.
 DV0519
 DV0519.The geoid height was determined by GEOID03.
 DV0519
 DV0519;                    North         East    Units  Estimated Accuracy
 DV0519;SPC AZ C     -   266,100.      161,090.      MT  (+/- 180 meters Scaled)
 DV0519
 DV0519                          SUPERSEDED SURVEY CONTROL
 DV0519
 DV0519  NGVD 29 (??/??/92)  273.389  (m)          896.94   (f) ADJ UNCH    2 0
 DV0519
 DV0519.Superseded values are not recommended for survey control.
 DV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0519.See file dsdata.txt to determine how the superseded data were derived.
 DV0519
 DV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB624964(NAD 83)
 DV0519_MARKER: DB = BENCH MARK DISK
 DV0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0519_STAMPING: Z 264 1948
 DV0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0519+STABILITY: SURFACE MOTION
 DV0519
 DV0519  HISTORY     - Date     Condition        Report By
 DV0519  HISTORY     - 1948     MONUMENTED       CGS
 DV0519  HISTORY     - 1955     GOOD             NGS
 DV0519
 DV0519                          STATION DESCRIPTION
 DV0519
 DV0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0519'24.0 MI W FROM PHOENIX.
 DV0519'ABOUT 24.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0519'UNION STATION AT PHOENIX, AT AN ASPHALT ROAD CROSSING, 30.2 FEET NORTH
 DV0519'OF THE NORTH RAIL, 20.6 FEET EAST OF THE CENTER LINE OF THE ASPHALT
 DV0519'ROAD, 2.3 FEET WEST OF MILEPOST NO. 882, 2.4 FEET EAST OF A WHITE
 DV0519'WOODEN WITNESS POST, ABOUT 2.0 FEET LOWER THAN THE TRACK, SET IN THE
 DV0519'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DV0519
 DV0519                          STATION RECOVERY (1955)
 DV0519
 DV0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DV0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0833 ***********************************************************************
 DV0833  DESIGNATION -  Z 265
 DV0833  PID         -  DV0833
 DV0833  STATE/COUNTY-  AZ/MARICOPA
 DV0833  USGS QUAD   -  PERRYVILLE (1982)
 DV0833
 DV0833                         *CURRENT SURVEY CONTROL
 DV0833  ___________________________________________________________________
 DV0833* NAD 83(1986)-  33 23 48.     (N)    112 29 42.     (W)     SCALED    
 DV0833* NAVD 88     -       273.44   (+/-2cm)     897.1    (feet)  VERTCON   
 DV0833  ___________________________________________________________________
 DV0833  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DV0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0833
 DV0833.The horizontal coordinates were scaled from a topographic map and have
 DV0833.an estimated accuracy of +/- 6 seconds.
 DV0833
 DV0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0833.The vertical order pertains to the NGVD 29 superseded value.
 DV0833
 DV0833.The geoid height was determined by GEOID03.
 DV0833
 DV0833;                    North         East    Units  Estimated Accuracy
 DV0833;SPC AZ C     -   265,890.      159,560.      MT  (+/- 180 meters Scaled)
 DV0833
 DV0833                          SUPERSEDED SURVEY CONTROL
 DV0833
 DV0833  NGVD 29 (??/??/92)  272.799  (m)          895.01   (f) ADJ UNCH    2 0
 DV0833
 DV0833.Superseded values are not recommended for survey control.
 DV0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0833.See file dsdata.txt to determine how the superseded data were derived.
 DV0833
 DV0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB609962(NAD 83)
 DV0833_MARKER: DB = BENCH MARK DISK
 DV0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0833_STAMPING: Z 265 1948
 DV0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0833+STABILITY: SURFACE MOTION
 DV0833
 DV0833  HISTORY     - Date     Condition        Report By
 DV0833  HISTORY     - 1948     MONUMENTED       CGS
 DV0833  HISTORY     - 1960     MARK NOT FOUND   NGS
 DV0833  HISTORY     - 20080513 MARK NOT FOUND   GEOCAC
 DV0833
 DV0833                          STATION DESCRIPTION
 DV0833
 DV0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0833'25.0 MI W FROM PHOENIX.
 DV0833'25.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 DV0833'STATION AT PHOENIX, 120.0 FEET EAST OF MILEPOST NO. 881, 42.6 FEET
 DV0833'NORTH OF THE NORTH RAIL, 2.6 FEET NORTH OF A WIRE FENCE, 1.8 FEET WEST
 DV0833'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, SET
 DV0833'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DV0833
 DV0833                          STATION RECOVERY (1960)
 DV0833
 DV0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DV0833'MARK NOT FOUND.
 DV0833
 DV0833                          STATION RECOVERY (2008)
 DV0833
 DV0833'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0833'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0833'MARK. A FIBER-OPTIC CABLE HAS BEEN LAID IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0049 ***********************************************************************
 DV0049  DESIGNATION -  Z 266
 DV0049  PID         -  DV0049
 DV0049  STATE/COUNTY-  AZ/MARICOPA
 DV0049  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV0049
 DV0049                         *CURRENT SURVEY CONTROL
 DV0049  ___________________________________________________________________
 DV0049* NAD 83(1986)-  33 37 30.     (N)    112 10 07.     (W)     SCALED    
 DV0049* NAVD 88     -       382.06   (+/-2cm)    1253.5    (feet)  VERTCON   
 DV0049  ___________________________________________________________________
 DV0049  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DV0049  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0049
 DV0049.The horizontal coordinates were scaled from a topographic map and have
 DV0049.an estimated accuracy of +/- 6 seconds.
 DV0049
 DV0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0049.The vertical order pertains to the NGVD 29 superseded value.
 DV0049
 DV0049.The geoid height was determined by GEOID03.
 DV0049
 DV0049;                    North         East    Units  Estimated Accuracy
 DV0049;SPC AZ C     -   291,090.      189,990.      MT  (+/- 180 meters Scaled)
 DV0049
 DV0049                          SUPERSEDED SURVEY CONTROL
 DV0049
 DV0049  NGVD 29 (??/??/92)  381.51   (m)         1251.7    (f) COMPUTED    1 2
 DV0049
 DV0049.Superseded values are not recommended for survey control.
 DV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0049.See file dsdata.txt to determine how the superseded data were derived.
 DV0049
 DV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC916211(NAD 83)
 DV0049_MARKER: DB = BENCH MARK DISK
 DV0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0049_STAMPING: Z 266 1948
 DV0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0049+STABILITY: SURFACE MOTION
 DV0049
 DV0049  HISTORY     - Date     Condition        Report By
 DV0049  HISTORY     - 1948     MONUMENTED       CGS
 DV0049  HISTORY     - 1967     MARK NOT FOUND   NGS
 DV0049
 DV0049                          STATION DESCRIPTION
 DV0049
 DV0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0049'8.8 MI NE FROM GLENDALE.
 DV0049'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0049'GLENDALE, THENCE 6.0 MILES NORTH ALONG THE OLD BLACK CANYON ROAD,
 DV0049'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AT A ROAD CROSSING, ABOUT
 DV0049'1.0 MILE EAST OF THE MAIN ENTRANCE TO THE THUNDERBIRD AIRPORT NO. 1,
 DV0049'AT A POINT WHERE A POWER LINE CROSSES OVER THE EAST-WEST ROAD, 45.0
 DV0049'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33.6 FEET SOUTH
 DV0049'OF THE CENTER LINE OF THE EAST-WEST ROAD, 15.8 FEET WEST OF A POWER
 DV0049'POLE, 2.3 FEET SOUTH OF A CORNER FENCE POST, 0.7 FOOT EAST OF A WIRE
 DV0049'FENCE, 2.1 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 DV0049'THE ROADS, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0049
 DV0049                          STATION RECOVERY (1967)
 DV0049
 DV0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DV0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0006 ***********************************************************************
 DV0006  DESIGNATION -  Z 267
 DV0006  PID         -  DV0006
 DV0006  STATE/COUNTY-  AZ/MARICOPA
 DV0006  USGS QUAD   -  SUNNYSLOPE (1982)
 DV0006
 DV0006                         *CURRENT SURVEY CONTROL
 DV0006  ___________________________________________________________________
 DV0006* NAD 83(1986)-  33 31 20.     (N)    112 01 21.     (W)     SCALED    
 DV0006* NAVD 88     -       380.762  (meters)    1249.22   (feet)  ADJUSTED  
 DV0006  ___________________________________________________________________
 DV0006  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV0006  DYNAMIC HT  -         380.321 (meters)    1247.77  (feet)  COMP
 DV0006  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 DV0006
 DV0006  VERT ORDER  -  FIRST     CLASS II
 DV0006
 DV0006.The horizontal coordinates were scaled from a topographic map and have
 DV0006.an estimated accuracy of +/- 6 seconds.
 DV0006
 DV0006.The orthometric height was determined by differential leveling
 DV0006.and adjusted in June 1991.
 DV0006
 DV0006.The geoid height was determined by GEOID03.
 DV0006
 DV0006.The dynamic height is computed by dividing the NAVD 88
 DV0006.geopotential number by the normal gravity value computed on the
 DV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0006.degrees latitude (g = 980.6199 gals.).
 DV0006
 DV0006.The modeled gravity was interpolated from observed gravity values.
 DV0006
 DV0006;                    North         East    Units  Estimated Accuracy
 DV0006;SPC AZ C     -   279,670.      203,530.      MT  (+/- 180 meters Scaled)
 DV0006
 DV0006                          SUPERSEDED SURVEY CONTROL
 DV0006
 DV0006  NGVD 29 (??/??/92)  380.178  (m)         1247.30   (f) ADJ UNCH    1 2
 DV0006
 DV0006.Superseded values are not recommended for survey control.
 DV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0006.See file dsdata.txt to determine how the superseded data were derived.
 DV0006
 DV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC050096(NAD 83)
 DV0006_MARKER: DB = BENCH MARK DISK
 DV0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DV0006_SP_SET: WING WALL
 DV0006_STAMPING: Z 267 1948
 DV0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0006+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 DV0006
 DV0006  HISTORY     - Date     Condition        Report By
 DV0006  HISTORY     - 1948     MONUMENTED       CGS
 DV0006  HISTORY     - 1967     GOOD             NGS
 DV0006  HISTORY     - 1981     GOOD             NGS
 DV0006  HISTORY     - 20050917 GOOD             USPSQD
 DV0006  HISTORY     - 20061003 MARK NOT FOUND   GEOCAC
 DV0006
 DV0006                          STATION DESCRIPTION
 DV0006
 DV0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0006'4.25 MI SE FROM SUNNYSLOPE.
 DV0006'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0006'SUNNYSLOPE, THENCE 3.65 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0006'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, IN SECTION 14, T 2
 DV0006'N, R 3 E, AT THE MORE EASTERLY ENTRANCE ROAD WHICH LEADS NORTH TO THE
 DV0006'ARIZONA BILTMORE HOTEL, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD
 DV0006'PARALLELING THE CANAL, SET IN THE TOP OF THE SOUTHWEST CONCRETE WING
 DV0006'WALL OF A CONCRETE BRIDGE OVER THE ARIZONA CANAL, 19 FEET WEST OF THE
 DV0006'CENTER LINE OF THE ROAD LEADING NORTH 4 FEET NORTH OF A HEDGE ROW, 2
 DV0006'1/2 FEET WEST OF A CONCRETE BLOCK PILLAR AT THE SOUTHWEST CORNER OF
 DV0006'THE BRIDGE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS.
 DV0006
 DV0006                          STATION RECOVERY (1981)
 DV0006
 DV0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0006'5.8 KM (3.65 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0006'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, IN TOP OF THE SOUTHWEST
 DV0006'WINGWALL OF THE WEST ONE OF 2 BRIDGES LEADING NORTH TO THE BILTMORE
 DV0006'HOTEL, 9.8 METERS (32 FT) NORTH OF THE CENTERLINE OF THE LEVEE,
 DV0006'5.8 METERS (19 FT) WEST OF THE CENTERLINE OF THE ENTRANCE ROAD, 0.75
 DV0006'METER (2.5 FT) WEST OF THE WEST EDGE OF THE CONCRETE BLOCK PILLAR.
 DV0006'THE MARK IS 1.2 M BELOW THE LEVEE.
 DV0006
 DV0006                          STATION RECOVERY (2005)
 DV0006
 DV0006'RECOVERY NOTE BY US POWER SQUADRON 2005 (JL)
 DV0006'RECOVERED IN GOOD CONDITION.
 DV0006
 DV0006                          STATION RECOVERY (2006)
 DV0006
 DV0006'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0006'THE BRIDGE AND IT'S WING-WALL WERE LOCATED, BUT THE MARK WAS NOT
 DV0006'FOUND. SOME REPAIRS ARE EVIDENT ON THE BRIDGE AND SUPPORTING
 DV0006'STRUCTURES, SO THE MARK MAY HAVE BEEN COVERED WITH A CEMENT VENEER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1074 ***********************************************************************
 DU1074  DESIGNATION -  Z 268
 DU1074  PID         -  DU1074
 DU1074  STATE/COUNTY-  AZ/MARICOPA
 DU1074  USGS QUAD   -  GRANITE REEF DAM (1974)
 DU1074
 DU1074                         *CURRENT SURVEY CONTROL
 DU1074  ___________________________________________________________________
 DU1074* NAD 83(1986)-  33 30 28.     (N)    111 44 21.     (W)     SCALED    
 DU1074* NAVD 88     -       397.612  (meters)    1304.50   (feet)  READJUSTED
 DU1074  ___________________________________________________________________
 DU1074  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DU1074  DYNAMIC HT  -         397.140 (meters)    1302.95  (feet)  COMP
 DU1074  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DU1074
 DU1074  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DU1074
 DU1074.The horizontal coordinates were scaled from a topographic map and have
 DU1074.an estimated accuracy of +/- 6 seconds.
 DU1074
 DU1074.The orthometric height was determined by differential leveling
 DU1074.and adjusted in April 1999.
 DU1074.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DU1074.distribution rate of 0.0 thru 1.0 mm/km.
 DU1074.The height was derived from older observations constrained to new
 DU1074.heights in a crustal motion area.  The height is approximate in
 DU1074.relation to other heights in its vicinity.
 DU1074
 DU1074.The geoid height was determined by GEOID03.
 DU1074
 DU1074.The dynamic height is computed by dividing the NAVD 88
 DU1074.geopotential number by the normal gravity value computed on the
 DU1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1074.degrees latitude (g = 980.6199 gals.).
 DU1074
 DU1074.The modeled gravity was interpolated from observed gravity values.
 DU1074
 DU1074;                    North         East    Units  Estimated Accuracy
 DU1074;SPC AZ C     -   278,080.      229,850.      MT  (+/- 180 meters Scaled)
 DU1074
 DU1074                          SUPERSEDED SURVEY CONTROL
 DU1074
 DU1074  NAVD 88 (06/15/91)  397.625  (m)         1304.54   (f) UNKNOWN     1 2
 DU1074  NGVD 29 (??/??/92)  397.057  (m)         1302.68   (f) ADJ UNCH    1 2
 DU1074
 DU1074.Superseded values are not recommended for survey control.
 DU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1074.See file dsdata.txt to determine how the superseded data were derived.
 DU1074
 DU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC313078(NAD 83)
 DU1074_MARKER: DB = BENCH MARK DISK
 DU1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU1074_SP_SET: STRUCTURE
 DU1074_STAMPING: Z 268 1948
 DU1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1074+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 DU1074
 DU1074  HISTORY     - Date     Condition        Report By
 DU1074  HISTORY     - 1948     MONUMENTED       CGS
 DU1074  HISTORY     - 1967     GOOD             NGS
 DU1074  HISTORY     - 1980     GOOD             NGS
 DU1074  HISTORY     - 20080419 GOOD             GEOCAC
 DU1074
 DU1074                          STATION DESCRIPTION
 DU1074
 DU1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU1074'11.3 MI N FROM BUCKHORN.
 DU1074'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU1074'POST OFFICE AT BUCKHORN, THENCE 6.5 MILES NORTH ALONG BUSH HIGHWAY,
 DU1074'THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTH
 DU1074'ALONG A GRAVELED ROAD, THENCE 2.6 MILES WEST ALONG A DIRT ROAD WHICH
 DU1074'PARALLELS THE SOUTH SIDE OF THE ARIZONA CANAL, IN SECTION 21, T 2 N, R
 DU1074'6 E, 147 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTH OF
 DU1074'THE CENTER LINE OF A TRAIL ROAD, SET IN THE TOP OF THE NORTHWEST
 DU1074'CORNER OF A SQUARE CONCRETE STRUCTURE ENCLOSING A WATER VALVE ASSEMBLY
 DU1074'AND CONTAINING A MANHOLE THAT IS COVERED BY A METAL PLATE WHICH BEARS
 DU1074'THE LEGEND CITY OF PHOENIX, 0.8 FOOT EAST OF A METAL WITNESS POST, AND
 DU1074'ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD ALONG THE CANAL.
 DU1074
 DU1074                          STATION RECOVERY (1980)
 DU1074
 DU1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU1074'RECOVERED IN GOOD CONDITION.
 DU1074
 DU1074                          STATION RECOVERY (2008)
 DU1074
 DU1074'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1074'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1074'30.466' W111 44.342'.
 DU1074' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0437 ***********************************************************************
 DU0437  DESIGNATION -  Z 269
 DU0437  PID         -  DU0437
 DU0437  STATE/COUNTY-  AZ/MARICOPA
 DU0437  USGS QUAD   -  MORMON FLAT DAM (1978)
 DU0437
 DU0437                         *CURRENT SURVEY CONTROL
 DU0437  ___________________________________________________________________
 DU0437* NAD 83(1986)-  33 32 08.     (N)    111 25 54.     (W)     SCALED    
 DU0437* NAVD 88     -       519.41   (+/-2cm)    1704.1    (feet)  VERTCON   
 DU0437  ___________________________________________________________________
 DU0437  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DU0437  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0437
 DU0437.The horizontal coordinates were scaled from a topographic map and have
 DU0437.an estimated accuracy of +/- 6 seconds.
 DU0437
 DU0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0437.The vertical order pertains to the NGVD 29 superseded value.
 DU0437
 DU0437.The geoid height was determined by GEOID03.
 DU0437
 DU0437;                    North         East    Units  Estimated Accuracy
 DU0437;SPC AZ C     -   281,250.      258,410.      MT  (+/- 180 meters Scaled)
 DU0437
 DU0437                          SUPERSEDED SURVEY CONTROL
 DU0437
 DU0437  NGVD 29 (??/??/92)  518.813  (m)         1702.14   (f) ADJ UNCH    1 2
 DU0437
 DU0437.Superseded values are not recommended for survey control.
 DU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0437.See file dsdata.txt to determine how the superseded data were derived.
 DU0437
 DU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC599107(NAD 83)
 DU0437_MARKER: DB = BENCH MARK DISK
 DU0437_SETTING: 66 = SET IN ROCK OUTCROP
 DU0437_SP_SET: ROCK OUTCROP
 DU0437_STAMPING: Z 269 1948
 DU0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0437+STABILITY: POSITION/ELEVATION WELL
 DU0437
 DU0437  HISTORY     - Date     Condition        Report By
 DU0437  HISTORY     - 1948     MONUMENTED       CGS
 DU0437  HISTORY     - 1980     MARK NOT FOUND   NGS
 DU0437  HISTORY     - 20070512 MARK NOT FOUND   GEOCAC
 DU0437  HISTORY     - 20081008 GOOD             GEOCAC
 DU0437
 DU0437                          STATION DESCRIPTION
 DU0437
 DU0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0437'3.0 MI W FROM TORTILLA FLAT.
 DU0437'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE AT
 DU0437'TORTILLA FLAT, AT AN ENTRANCE TO CANYON LAKE PUBLIC CAMP GROUNDS, 105
 DU0437'FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING TO THE CAMP
 DU0437'GROUND, 30.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET ON
 DU0437'TOP AND AT THE NORTHEAST EDGE OF A LARGE ROCK OUTCROP PROJECTING 5
 DU0437'FEET ABOVE THE GROUND AND 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DU0437
 DU0437                          STATION RECOVERY (1980)
 DU0437
 DU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DU0437'SEARCHED FOR BUT NOT RECOVERED. NOTE-ROAD CONSTRUCTION IN THE AREA,
 DU0437'MARK PRESUMED DESTROYED.
 DU0437
 DU0437                          STATION RECOVERY (2007)
 DU0437
 DU0437'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0437'A CAREFUL SEARCH AT THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE
 DU0437'MARK.
 DU0437
 DU0437                          STATION RECOVERY (2008)
 DU0437
 DU0437'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 DU0437'RECOVERED IN GOOD CONDITION. THE CAMPGROUND DESCRIBED IN 1948 IS NOW
 DU0437'THE ACACIA PICNIC
 DU0437'SITE.  I BELIEVE THE 1948 DESCRIPTION WAS ERRONEOUS IN ITS TIE IN TO
 DU0437'THE CENTER LINE OF THE ROAD
 DU0437'ENTERING THAT AREA. DESCRIPTION SHOULD READ 105 FEET WEST INSTEAD OF
 DU0437'105 FEET NORTHWEST.
 DU0437'HANDHELD GPSR INDICATED COORDINATES OF N 33 32.158' W 111 25.948'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0423 ***********************************************************************
 DV0423  DESIGNATION -  Z 270
 DV0423  PID         -  DV0423
 DV0423  STATE/COUNTY-  AZ/MARICOPA
 DV0423  USGS QUAD   -  PHOENIX (1982)
 DV0423
 DV0423                         *CURRENT SURVEY CONTROL
 DV0423  ___________________________________________________________________
 DV0423* NAD 83(1986)-  33 23 35.     (N)    112 04 23.     (W)     SCALED    
 DV0423* NAVD 88     -       338.91   (+/-2cm)    1111.9    (feet)  VERTCON   
 DV0423  ___________________________________________________________________
 DV0423  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DV0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0423
 DV0423.The horizontal coordinates were scaled from a topographic map and have
 DV0423.an estimated accuracy of +/- 6 seconds.
 DV0423
 DV0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0423.The vertical order pertains to the NGVD 29 superseded value.
 DV0423
 DV0423.The geoid height was determined by GEOID03.
 DV0423
 DV0423;                    North         East    Units  Estimated Accuracy
 DV0423;SPC AZ C     -   265,350.      198,810.      MT  (+/- 180 meters Scaled)
 DV0423
 DV0423                          SUPERSEDED SURVEY CONTROL
 DV0423
 DV0423  NGVD 29 (??/??/92)  338.256  (m)         1109.76   (f) ADJ UNCH    2 0
 DV0423
 DV0423.Superseded values are not recommended for survey control.
 DV0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0423.See file dsdata.txt to determine how the superseded data were derived.
 DV0423
 DV0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB002953(NAD 83)
 DV0423_MARKER: DB = BENCH MARK DISK
 DV0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0423_SP_SET: WATER BOX
 DV0423_STAMPING: Z 270 1948
 DV0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0423
 DV0423  HISTORY     - Date     Condition        Report By
 DV0423  HISTORY     - 1948     MONUMENTED       CGS
 DV0423  HISTORY     - 20070718 MARK NOT FOUND   GEOCAC
 DV0423
 DV0423                          STATION DESCRIPTION
 DV0423
 DV0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0423'3.8 MI S FROM PHOENIX.
 DV0423'3.8 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0423'PHOENIX, 40.5 FEET EAST OF THE CENTER LINE OF SOUTH CENTRAL AVE. 32.2
 DV0423'FEET SOUTH OF THE CENTER LINE OF A SHORT DIRT STREET LEADING EAST, SET
 DV0423'IN THE TOP OF THE NORTHWEST CORNER OF A 4 FOOT SQUARE CONCRETE WATER
 DV0423'BOX IN A VACANT LOT, ABOUT 4.0 FEET ABOVE THE LEVEL OF THE ROAD.
 DV0423
 DV0423                          STATION RECOVERY (2007)
 DV0423
 DV0423'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0426 ***********************************************************************
 DV0426  DESIGNATION -  Z 271
 DV0426  PID         -  DV0426
 DV0426  STATE/COUNTY-  AZ/MARICOPA
 DV0426  USGS QUAD   -  PHOENIX (1982)
 DV0426
 DV0426                         *CURRENT SURVEY CONTROL
 DV0426  ___________________________________________________________________
 DV0426* NAD 83(1986)-  33 24 24.     (N)    112 05 26.     (W)     SCALED    
 DV0426* NAVD 88     -       324.68   (+/-2cm)    1065.2    (feet)  VERTCON   
 DV0426  ___________________________________________________________________
 DV0426  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DV0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0426
 DV0426.The horizontal coordinates were scaled from a topographic map and have
 DV0426.an estimated accuracy of +/- 6 seconds.
 DV0426
 DV0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0426.The vertical order pertains to the NGVD 29 superseded value.
 DV0426
 DV0426.The geoid height was determined by GEOID03.
 DV0426
 DV0426;                    North         East    Units  Estimated Accuracy
 DV0426;SPC AZ C     -   266,860.      197,190.      MT  (+/- 180 meters Scaled)
 DV0426
 DV0426                          SUPERSEDED SURVEY CONTROL
 DV0426
 DV0426  NGVD 29 (??/??/92)  324.028  (m)         1063.08   (f) ADJ UNCH    2 0
 DV0426
 DV0426.Superseded values are not recommended for survey control.
 DV0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0426.See file dsdata.txt to determine how the superseded data were derived.
 DV0426
 DV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB985969(NAD 83)
 DV0426_MARKER: DB = BENCH MARK DISK
 DV0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0426_STAMPING: Z 271 1948
 DV0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0426+STABILITY: SURFACE MOTION
 DV0426
 DV0426  HISTORY     - Date     Condition        Report By
 DV0426  HISTORY     - 1948     MONUMENTED       CGS
 DV0426  HISTORY     - 20070210 MARK NOT FOUND   GEOCAC
 DV0426
 DV0426                          STATION DESCRIPTION
 DV0426
 DV0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0426'3.9 MI SW FROM PHOENIX.
 DV0426'2.9 MILES SOUTH ALONG SOUTH CENTRAL AVE. FROM THE UNION STATION AT
 DV0426'PHOENIX, THENCE 1.0 MILE WEST ALONG BASELINE ROAD TO THE ARIZONA
 DV0426'HELICOPTER BASE, 36.3 FEET EAST OF THE CENTER LINE OF 15 TH. AVE. 2.0
 DV0426'FEET NORTH OF A WIRE FENCE, 2.0 FEET EAST OF A WIRE FENCE, SET IN THE
 DV0426'SOUTHWEST CORNER OF THE BASE, ABOUT LEVEL WITH THE STREET AND 2.1 FEET
 DV0426'SOUTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 DV0426'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0426
 DV0426                          STATION RECOVERY (2007)
 DV0426
 DV0426'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0426'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0426'MARK. THE ARIZONA HELICOPTER BASE HAS BEEN REMOVED/DECOMMISSIONED AND
 DV0426'REFERENCED LANDMARKS NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0406 ***********************************************************************
 DV0406  DESIGNATION -  Z 272
 DV0406  PID         -  DV0406
 DV0406  STATE/COUNTY-  AZ/MARICOPA
 DV0406  USGS QUAD   -  PHOENIX (1982)
 DV0406
 DV0406                         *CURRENT SURVEY CONTROL
 DV0406  ___________________________________________________________________
 DV0406* NAD 83(1986)-  33 22 41.     (N)    112 00 24.     (W)     SCALED    
 DV0406* NAVD 88     -       360.11   (+/-2cm)    1181.5    (feet)  VERTCON   
 DV0406  ___________________________________________________________________
 DV0406  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0406
 DV0406.The horizontal coordinates were scaled from a topographic map and have
 DV0406.an estimated accuracy of +/- 6 seconds.
 DV0406
 DV0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0406.The vertical order pertains to the NGVD 29 superseded value.
 DV0406
 DV0406.The geoid height was determined by GEOID03.
 DV0406
 DV0406;                    North         East    Units  Estimated Accuracy
 DV0406;SPC AZ C     -   263,680.      204,990.      MT  (+/- 180 meters Scaled)
 DV0406
 DV0406                          SUPERSEDED SURVEY CONTROL
 DV0406
 DV0406  NGVD 29 (??/??/92)  359.470  (m)         1179.36   (f) ADJ UNCH    2 0
 DV0406
 DV0406.Superseded values are not recommended for survey control.
 DV0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0406.See file dsdata.txt to determine how the superseded data were derived.
 DV0406
 DV0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB063936(NAD 83)
 DV0406_MARKER: DB = BENCH MARK DISK
 DV0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0406_SP_SET: CULVERT
 DV0406_STAMPING: Z 272 1948
 DV0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0406
 DV0406  HISTORY     - Date     Condition        Report By
 DV0406  HISTORY     - 1948     MONUMENTED       CGS
 DV0406  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DV0406
 DV0406                          STATION DESCRIPTION
 DV0406
 DV0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0406'3.6 MI W FROM PETERSON.
 DV0406'3.6 MILES WEST ALONG BASELINE ROAD FROM PETERSON, 95.5 FEET NORTHEAST
 DV0406'OF A 3 FOOT GALVANIZED WATER TANK, 25.1 FEET NORTH OF THE CENTER LINE
 DV0406'OF BASELINE ROAD, SET IN THE TOP AND IN THE CENTER OF THE SOUTH
 DV0406'CONCRETE HEADWALL OF A CULVERT UNDER A TURNOUT BESIDE THE ROAD AND
 DV0406'ABOUT LEVEL WITH THE ROAD.
 DV0406
 DV0406                          STATION RECOVERY (2006)
 DV0406
 DV0406'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV0406'THE LANDSCAPE HAS CHANGED CONSIDERABLY SINCE 1948. THE CULVERT AND
 DV0406'IT'S HEADWALL HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0360 ***********************************************************************
 DV0360  DESIGNATION -  Z 273
 DV0360  PID         -  DV0360
 DV0360  STATE/COUNTY-  AZ/PINAL
 DV0360  USGS QUAD   -  MARICOPA (1978)
 DV0360
 DV0360                         *CURRENT SURVEY CONTROL
 DV0360  ___________________________________________________________________
 DV0360* NAD 83(1986)-  33 03 40.     (N)    112 02 53.     (W)     SCALED    
 DV0360* NAVD 88     -       357.39   (+/-2cm)    1172.5    (feet)  VERTCON   
 DV0360  ___________________________________________________________________
 DV0360  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DV0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0360
 DV0360.The horizontal coordinates were scaled from a topographic map and have
 DV0360.an estimated accuracy of +/- 6 seconds.
 DV0360
 DV0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0360.The vertical order pertains to the NGVD 29 superseded value.
 DV0360
 DV0360.The geoid height was determined by GEOID03.
 DV0360
 DV0360;                    North         East    Units  Estimated Accuracy
 DV0360;SPC AZ C     -   228,540.      201,090.      MT  (+/- 180 meters Scaled)
 DV0360
 DV0360                          SUPERSEDED SURVEY CONTROL
 DV0360
 DV0360  NGVD 29 (??/??/92)  356.872  (m)         1170.84   (f) ADJ UNCH    1 2
 DV0360
 DV0360.Superseded values are not recommended for survey control.
 DV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0360.See file dsdata.txt to determine how the superseded data were derived.
 DV0360
 DV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB021585(NAD 83)
 DV0360_MARKER: DS = TRIANGULATION STATION DISK
 DV0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0360_STAMPING: Z 273
 DV0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0360+STABILITY: SURFACE MOTION
 DV0360
 DV0360  HISTORY     - Date     Condition        Report By
 DV0360  HISTORY     - UNK      MONUMENTED       CGS
 DV0360  HISTORY     - 1948     GOOD             NGS
 DV0360  HISTORY     - 1949     GOOD             NGS
 DV0360  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0360  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0360  HISTORY     - 20070912 MARK NOT FOUND   GEOCAC
 DV0360
 DV0360                          STATION DESCRIPTION
 DV0360
 DV0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DV0360'0.2 MI NW FROM MARICOPA.
 DV0360'0.2 MILE NORTHWEST ALONG THE OLD RAILROAD BED FROM THE POST OFFICE AT
 DV0360'MARICOPA, 69.0 FEET NORTHEAST OF THE CENTER LINE OF THE OLD SIDE
 DV0360'TRACK, 68.3 FEET WEST OF THE CENTER LINE OF THE OLD RAILROAD BED, 58.4
 DV0360'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET BELOW THE
 DV0360'LEVEL OF THE ROAD, 3.3 FEET EAST OF A WHITE WOODEN WITNESS POST, SET
 DV0360'IN THE TOP OF A CONCRETE AND RED BRICK POST ABOUT LEVEL WITH THE
 DV0360'GROUND.
 DV0360
 DV0360                          STATION RECOVERY (1949)
 DV0360
 DV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DV0360'RECOVERED IN GOOD CONDITION.
 DV0360
 DV0360                          STATION RECOVERY (1980)
 DV0360
 DV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0360'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0360'AND THE AREA HAS BEEN PLOWED AND BUILDINGS BUILT.
 DV0360
 DV0360                          STATION RECOVERY (1980)
 DV0360
 DV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0360'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRACKS ARE GONE
 DV0360'AND THE AREA HAS BEEN PLOWED AND BUILDINGS BUILT.
 DV0360
 DV0360                          STATION RECOVERY (2007)
 DV0360
 DV0360'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0360'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0360'MARK. THE ROAD HAS BEEN WIDENED, ASSUMED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0393 ***********************************************************************
 DV0393  DESIGNATION -  Z 274
 DV0393  PID         -  DV0393
 DV0393  STATE/COUNTY-  AZ/PINAL
 DV0393  USGS QUAD   -  MONTEZUMA PEAK (1967)
 DV0393
 DV0393                         *CURRENT SURVEY CONTROL
 DV0393  ___________________________________________________________________
 DV0393* NAD 83(1986)-  33 14 47.     (N)    112 10 06.     (W)     SCALED    
 DV0393* NAVD 88     -       314.48   (+/-2cm)    1031.8    (feet)  VERTCON   
 DV0393  ___________________________________________________________________
 DV0393  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DV0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0393
 DV0393.The horizontal coordinates were scaled from a topographic map and have
 DV0393.an estimated accuracy of +/- 6 seconds.
 DV0393
 DV0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0393.The vertical order pertains to the NGVD 29 superseded value.
 DV0393
 DV0393.The geoid height was determined by GEOID03.
 DV0393
 DV0393;                    North         East    Units  Estimated Accuracy
 DV0393;SPC AZ C     -   249,100.      189,910.      MT  (+/- 180 meters Scaled)
 DV0393
 DV0393                          SUPERSEDED SURVEY CONTROL
 DV0393
 DV0393  NGVD 29 (??/??/92)  313.886  (m)         1029.81   (f) ADJ UNCH    2 0
 DV0393
 DV0393.Superseded values are not recommended for survey control.
 DV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0393.See file dsdata.txt to determine how the superseded data were derived.
 DV0393
 DV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB911792(NAD 83)
 DV0393_MARKER: DB = BENCH MARK DISK
 DV0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0393_STAMPING: Z 274 1948
 DV0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0393+STABILITY: SURFACE MOTION
 DV0393
 DV0393  HISTORY     - Date     Condition        Report By
 DV0393  HISTORY     - 1948     MONUMENTED       CGS
 DV0393  HISTORY     - 1959     GOOD             NGS
 DV0393  HISTORY     - 20071219 MARK NOT FOUND   GEOCAC
 DV0393
 DV0393                          STATION DESCRIPTION
 DV0393
 DV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV0393'2.1 MI S FROM KOMATKE.
 DV0393'2.1 MILES SOUTH ALONG THE ROAD TO MARICOPA FROM KOMATKE, 0.2 MILE
 DV0393'SOUTH OF THE CENTER BRIDGE OVER GILA RIVER, 37.5 FEET WEST OF THE
 DV0393'CENTER LINE OF THE ROAD, 27.4 FEET SOUTH OF THE CENTER LINE OF A TRACK
 DV0393'ROAD LEADING WEST, 4.0 FEET BELOW THE LEVEL OF THE GROUND, 3.6 FEET
 DV0393'WEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DV0393'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DV0393
 DV0393                          STATION RECOVERY (1959)
 DV0393
 DV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DV0393'RECOVERED IN GOOD CONDITION.
 DV0393
 DV0393                          STATION RECOVERY (2007)
 DV0393
 DV0393'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0393'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0393'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0829 ***********************************************************************
 DU0829  DESIGNATION -  Z 275
 DU0829  PID         -  DU0829
 DU0829  STATE/COUNTY-  AZ/PINAL
 DU0829  USGS QUAD   -  SACATON (1981)
 DU0829
 DU0829                         *CURRENT SURVEY CONTROL
 DU0829  ___________________________________________________________________
 DU0829* NAD 83(1986)-  33 06 24.     (N)    111 44 14.     (W)     SCALED    
 DU0829* NAVD 88     -       387.41   (+/-2cm)    1271.0    (feet)  VERTCON   
 DU0829  ___________________________________________________________________
 DU0829  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DU0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0829
 DU0829.The horizontal coordinates were scaled from a topographic map and have
 DU0829.an estimated accuracy of +/- 6 seconds.
 DU0829
 DU0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0829.The vertical order pertains to the NGVD 29 superseded value.
 DU0829
 DU0829.The geoid height was determined by GEOID03.
 DU0829
 DU0829;                    North         East    Units  Estimated Accuracy
 DU0829;SPC AZ C     -   233,600.      230,110.      MT  (+/- 180 meters Scaled)
 DU0829
 DU0829                          SUPERSEDED SURVEY CONTROL
 DU0829
 DU0829  NGVD 29 (??/??/92)  386.921  (m)         1269.42   (f) ADJ UNCH    2 0
 DU0829
 DU0829.Superseded values are not recommended for survey control.
 DU0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0829.See file dsdata.txt to determine how the superseded data were derived.
 DU0829
 DU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB312633(NAD 83)
 DU0829_MARKER: DB = BENCH MARK DISK
 DU0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0829_SP_SET: CULVERT
 DU0829_STAMPING: Z 275 1948
 DU0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0829
 DU0829  HISTORY     - Date     Condition        Report By
 DU0829  HISTORY     - 1948     MONUMENTED       CGS
 DU0829  HISTORY     - 20071023 MARK NOT FOUND   GEOCAC
 DU0829
 DU0829                          STATION DESCRIPTION
 DU0829
 DU0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DU0829'1.8 MI NE FROM SACATON.
 DU0829'1.8 MILES NORTHEAST ALONG THE HIGHWAY FROM THE MATHEW B. JUAN MEMORIAL
 DU0829'AT SACATON, 15.6 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.3
 DU0829'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE HEADWALL, SET IN THE TOP
 DU0829'OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT IN THE HIGHWAY.
 DU0829
 DU0829                          STATION RECOVERY (2007)
 DU0829
 DU0829'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0829'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0829'MARK.
 DU0829'THERE IS NO CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0729 ***********************************************************************
 DU0729  DESIGNATION -  Z 276
 DU0729  PID         -  DU0729
 DU0729  STATE/COUNTY-  AZ/MARICOPA
 DU0729  USGS QUAD   -  CHANDLER (1981)
 DU0729
 DU0729                         *CURRENT SURVEY CONTROL
 DU0729  ___________________________________________________________________
 DU0729* NAD 83(1986)-  33 16 37.     (N)    111 48 58.     (W)     SCALED    
 DU0729* NAVD 88     -       375.82   (+/-2cm)    1233.0    (feet)  VERTCON   
 DU0729  ___________________________________________________________________
 DU0729  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DU0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0729
 DU0729.The horizontal coordinates were scaled from a topographic map and have
 DU0729.an estimated accuracy of +/- 6 seconds.
 DU0729
 DU0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0729.The vertical order pertains to the NGVD 29 superseded value.
 DU0729
 DU0729.The geoid height was determined by GEOID03.
 DU0729
 DU0729;                    North         East    Units  Estimated Accuracy
 DU0729;SPC AZ C     -   252,470.      222,730.      MT  (+/- 180 meters Scaled)
 DU0729
 DU0729                          SUPERSEDED SURVEY CONTROL
 DU0729
 DU0729  NGVD 29 (??/??/92)  375.303  (m)         1231.31   (f) ADJ UNCH    2 0
 DU0729
 DU0729.Superseded values are not recommended for survey control.
 DU0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0729.See file dsdata.txt to determine how the superseded data were derived.
 DU0729
 DU0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB240822(NAD 83)
 DU0729_MARKER: DD = SURVEY DISK
 DU0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0729_SP_SET: HEADGATE
 DU0729_STAMPING: Z 276
 DU0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0729
 DU0729  HISTORY     - Date     Condition        Report By
 DU0729  HISTORY     - UNK      MONUMENTED       BOR
 DU0729  HISTORY     - 1948     GOOD             NGS
 DU0729  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 DU0729  HISTORY     - 20061215 MARK NOT FOUND   GEOCAC
 DU0729
 DU0729                          STATION DESCRIPTION
 DU0729
 DU0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DU0729'4.7 MI SE FROM CHANDLER.
 DU0729'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DU0729'STATION AT CHANDLER, THENCE 0.9 MILE EAST, 17.5 FEET NORTH OF THE
 DU0729'CENTER LINE OF THE ROAD, 8.6 FEET EAST OF THE CENTER LINE OF THE ROAD
 DU0729'ALONG THE WEST BANK OF THE IRRIGATION DITCH, SET IN THE TOP AND IN THE
 DU0729'CENTER OF A CONCRETE HEADWALL OF A TWIN HEADGATE.
 DU0729
 DU0729                          STATION RECOVERY (1979)
 DU0729
 DU0729'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 DU0729'THE AREA AT THE QUEEN CREEK ROAD CORSSING OF THE IRRIGATION CANAL
 DU0729'APPEARS TO HAVE BEEN REBUILT.
 DU0729
 DU0729                          STATION RECOVERY (2006)
 DU0729
 DU0729'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 DU0729'DID NOT FIND THE MARK. THERE IS NO CANAL EAST OF THE CENTERLINE OF
 DU0729'AIRPORT BOULEVARD. THE CANAL THAT IS WEST OF AIRPORT BOULEVARD DOES
 DU0729'NOT HAVE A HEADGATE THAT IS 17.5 FEET NORTH OF THE NOW FOUR LANE
 DU0729'GERMANN ROAD. AT APPROXIMATELY 100 FEET NORTH OF THE CENTER MEDIAN OF
 DU0729'GERMANN ROAD THERE ARE TWO GRATES SET IN THE WEST BANK OF THE CANAL
 DU0729'AND THERE WAS NO EVIDENCE OF A MARK IN THE SETTING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0299 ***********************************************************************
 DV0299  DESIGNATION -  Z 279
 DV0299  PID         -  DV0299
 DV0299  STATE/COUNTY-  AZ/MARICOPA
 DV0299  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DV0299
 DV0299                         *CURRENT SURVEY CONTROL
 DV0299  ___________________________________________________________________
 DV0299* NAD 83(1986)-  33 01 10.     (N)    112 22 55.     (W)     SCALED    
 DV0299* NAVD 88     -       444.90   (+/-2cm)    1459.6    (feet)  VERTCON   
 DV0299  ___________________________________________________________________
 DV0299  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DV0299  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0299
 DV0299.The horizontal coordinates were scaled from a topographic map and have
 DV0299.an estimated accuracy of +/- 6 seconds.
 DV0299
 DV0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0299.The vertical order pertains to the NGVD 29 superseded value.
 DV0299
 DV0299.The geoid height was determined by GEOID03.
 DV0299
 DV0299;                    North         East    Units  Estimated Accuracy
 DV0299;SPC AZ C     -   224,000.      169,890.      MT  (+/- 180 meters Scaled)
 DV0299
 DV0299                          SUPERSEDED SURVEY CONTROL
 DV0299
 DV0299  NGVD 29 (??/??/92)  444.269  (m)         1457.57   (f) ADJ UNCH    1 2
 DV0299
 DV0299.Superseded values are not recommended for survey control.
 DV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0299.See file dsdata.txt to determine how the superseded data were derived.
 DV0299
 DV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB709542(NAD 83)
 DV0299_MARKER: DB = BENCH MARK DISK
 DV0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0299_SP_SET: CULVERT
 DV0299_STAMPING: Z 279 1948
 DV0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0299
 DV0299  HISTORY     - Date     Condition        Report By
 DV0299  HISTORY     - 1948     MONUMENTED       CGS
 DV0299  HISTORY     - 1967     GOOD             NGS
 DV0299  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0299  HISTORY     - 1980     MARK NOT FOUND   NGS
 DV0299  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 DV0299
 DV0299                          STATION DESCRIPTION
 DV0299
 DV0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0299'6.75 MI W FROM MOBILE.
 DV0299'ABOUT 6.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DV0299'NELSON ELEMENTARY SCHOOL AT MOBILE, 0.45 MILE NORTHEAST OF MILEPOST
 DV0299'877, 3 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, SET
 DV0299'IN THE TOP AND 2.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 DV0299'SOUTHWEST CONCRETE ABUTMENT OF A CULVERT, AND ABOUT 2 1/2 FEET BELOW
 DV0299'THE LEVEL OF THE TRACKS.
 DV0299
 DV0299                          STATION RECOVERY (1980)
 DV0299
 DV0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0299'BRIDGE GONE, MARK PRESUMED DESTROYED.
 DV0299
 DV0299                          STATION RECOVERY (1980)
 DV0299
 DV0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0299'BRIDGE GONE, MARK PRESUMED DESTROYED.
 DV0299
 DV0299                          STATION RECOVERY (1994)
 DV0299
 DV0299'RECOVERY NOTE BY US POWER SQUADRON 1994
 DV0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0093 ***********************************************************************
 ET0093  DESIGNATION -  Z 28
 ET0093  PID         -  ET0093
 ET0093  STATE/COUNTY-  AZ/YAVAPAI
 ET0093  USGS QUAD   -  CLARKDALE (1973)
 ET0093
 ET0093                         *CURRENT SURVEY CONTROL
 ET0093  ___________________________________________________________________
 ET0093* NAD 83(1986)-  34 46 16.     (N)    112 03 24.     (W)     SCALED    
 ET0093* NAVD 88     -      1081.315  (meters)    3547.61   (feet)  POSTED    
 ET0093  ___________________________________________________________________
 ET0093  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 ET0093  DYNAMIC HT  -        1079.960 (meters)    3543.17  (feet)  COMP
 ET0093  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 ET0093
 ET0093  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ET0093
 ET0093.The horizontal coordinates were scaled from a topographic map and have
 ET0093.an estimated accuracy of +/- 6 seconds.
 ET0093
 ET0093.The orthometric height was determined by differential leveling
 ET0093.and adjusted in November 2005.
 ET0093.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ET0093.rate of 0.0 thru 1.0 mm/km.
 ET0093
 ET0093.The geoid height was determined by GEOID03.
 ET0093
 ET0093.The dynamic height is computed by dividing the NAVD 88
 ET0093.geopotential number by the normal gravity value computed on the
 ET0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0093.degrees latitude (g = 980.6199 gals.).
 ET0093
 ET0093.The modeled gravity was interpolated from observed gravity values.
 ET0093
 ET0093;                    North         East    Units  Estimated Accuracy
 ET0093;SPC AZ C     -   418,190.      200,550.      MT  (+/- 180 meters Scaled)
 ET0093
 ET0093                          SUPERSEDED SURVEY CONTROL
 ET0093
 ET0093  NGVD 29 (??/??/92) 1080.573  (m)         3545.18   (f) ADJ UNCH    1 2
 ET0093
 ET0093.Superseded values are not recommended for survey control.
 ET0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0093.See file dsdata.txt to determine how the superseded data were derived.
 ET0093
 ET0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD033481(NAD 83)
 ET0093_MARKER: DB = BENCH MARK DISK
 ET0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ET0093_SP_SET: RETAINING WALL
 ET0093_STAMPING: 3545.180 Z 28 1933
 ET0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ET0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0093+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 ET0093
 ET0093  HISTORY     - Date     Condition        Report By
 ET0093  HISTORY     - 1933     MONUMENTED       CGS
 ET0093  HISTORY     - 1975     GOOD             USE
 ET0093  HISTORY     - 20001004 GOOD             NGS
 ET0093  HISTORY     - 20050508 GOOD             USPSQD
 ET0093
 ET0093                          STATION DESCRIPTION
 ET0093
 ET0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ET0093'IN CLARKDALE.
 ET0093'CLARKDALE HIGH SCHOOL, NORTH EDGE OF GROUNDS, SOUTH SIDE OF HIGHWAY,
 ET0093'ON TOP OF CONCRETE RETAINING WALL, IN LINE WITH EAST FACE OF HIGH
 ET0093'SCHOOL BUILDING.
 ET0093
 ET0093                          STATION RECOVERY (1975)
 ET0093
 ET0093'RECOVERY NOTE BY US ENGINEERS 1975
 ET0093'RECOVERED IN GOOD CONDITION.
 ET0093
 ET0093                          STATION RECOVERY (2000)
 ET0093
 ET0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 ET0093'RECOVERED IN GOOD CONDITION.
 ET0093
 ET0093                          STATION RECOVERY (2005)
 ET0093
 ET0093'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 ET0093'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1223 ***********************************************************************
 DV1223  DESIGNATION -  Z 280
 DV1223  PID         -  DV1223
 DV1223  STATE/COUNTY-  AZ/LA PAZ
 DV1223  USGS QUAD   -  BOUSE HILLS WEST (1990)
 DV1223
 DV1223                         *CURRENT SURVEY CONTROL
 DV1223  ___________________________________________________________________
 DV1223* NAD 83(1986)-  33 59 45.     (N)    113 58 41.     (W)     SCALED    
 DV1223* NAVD 88     -       334.28   (+/-2cm)    1096.7    (feet)  VERTCON   
 DV1223  ___________________________________________________________________
 DV1223  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DV1223  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1223
 DV1223.The horizontal coordinates were scaled from a topographic map and have
 DV1223.an estimated accuracy of +/- 6 seconds.
 DV1223
 DV1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1223.The vertical order pertains to the NGVD 29 superseded value.
 DV1223
 DV1223.The geoid height was determined by GEOID03.
 DV1223
 DV1223;                    North         East    Units  Estimated Accuracy
 DV1223;SPC AZ W     -   332,230.      192,290.      MT  (+/- 180 meters Scaled)
 DV1223
 DV1223                          SUPERSEDED SURVEY CONTROL
 DV1223
 DV1223  NGVD 29 (??/??/92)  333.645  (m)         1094.63   (f) ADJ UNCH    1 2
 DV1223
 DV1223.Superseded values are not recommended for survey control.
 DV1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1223.See file dsdata.txt to determine how the superseded data were derived.
 DV1223
 DV1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC249656(NAD 83)
 DV1223_MARKER: DB = BENCH MARK DISK
 DV1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1223_STAMPING: Z 280 1948
 DV1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1223+STABILITY: SURFACE MOTION
 DV1223
 DV1223  HISTORY     - Date     Condition        Report By
 DV1223  HISTORY     - 1948     MONUMENTED       CGS
 DV1223  HISTORY     - 1957     GOOD             NGS
 DV1223
 DV1223                          STATION DESCRIPTION
 DV1223
 DV1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DV1223'5.3 MI NE FROM BOUSE.
 DV1223'5.3 MILES NORTHEAST ALONG THE BOUSE-PLANET ROAD FROM THE POST OFFICE
 DV1223'AT BOUSE, 49 FEET NORTH OF THE CENTER LINE OF A SMALL DRY WASH, 44
 DV1223'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.1 FEET SOUTH OF A
 DV1223'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 DV1223'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 DV1223'GROUND.
 DV1223
 DV1223                          STATION RECOVERY (1957)
 DV1223
 DV1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DV1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0703 ***********************************************************************
 DU0703  DESIGNATION -  Z 281
 DU0703  PID         -  DU0703
 DU0703  STATE/COUNTY-  AZ/MARICOPA
 DU0703  USGS QUAD   -  BUCKHORN (1982)
 DU0703
 DU0703                         *CURRENT SURVEY CONTROL
 DU0703  ___________________________________________________________________
 DU0703* NAD 83(1986)-  33 22 47.     (N)    111 40 16.     (W)     SCALED    
 DU0703* NAVD 88     -       421.52   (+/-2cm)    1382.9    (feet)  VERTCON   
 DU0703  ___________________________________________________________________
 DU0703  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DU0703  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0703
 DU0703.The horizontal coordinates were scaled from a topographic map and have
 DU0703.an estimated accuracy of +/- 6 seconds.
 DU0703
 DU0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0703.The vertical order pertains to the NGVD 29 superseded value.
 DU0703
 DU0703.The geoid height was determined by GEOID03.
 DU0703
 DU0703;                    North         East    Units  Estimated Accuracy
 DU0703;SPC AZ C     -   263,890.      236,210.      MT  (+/- 180 meters Scaled)
 DU0703
 DU0703                          SUPERSEDED SURVEY CONTROL
 DU0703
 DU0703  NGVD 29 (??/??/92)  420.997  (m)         1381.22   (f) ADJ UNCH    1 2
 DU0703
 DU0703.Superseded values are not recommended for survey control.
 DU0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0703.See file dsdata.txt to determine how the superseded data were derived.
 DU0703
 DU0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB375935(NAD 83)
 DU0703_MARKER: DB = BENCH MARK DISK
 DU0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DU0703_SP_SET: CULVERT
 DU0703_STAMPING: Z 281 1948
 DU0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU0703
 DU0703  HISTORY     - Date     Condition        Report By
 DU0703  HISTORY     - 1948     MONUMENTED       CGS
 DU0703  HISTORY     - 1967     GOOD             NGS
 DU0703  HISTORY     - 19920219 MARK NOT FOUND   NGS
 DU0703  HISTORY     - 20070920 MARK NOT FOUND   GEOCAC
 DU0703
 DU0703                          STATION DESCRIPTION
 DU0703
 DU0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DU0703'4.4 MI SE FROM BUCKHORN.
 DU0703'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80, AND 89 FROM THE
 DU0703'POST OFFICE AT BUCKHORN, THENCE 2.6 MILES SOUTH ALONG POWERS ROAD,
 DU0703'THENCE 0.8 MILE EAST ALONG BASELINE ROAD, IN S 6, T 1 S, R 7 E, AT THE
 DU0703'JUNCTION OF BASELINE AND SOSSAMAN ROAD, 42 FEET SOUTH OF THE CENTER
 DU0703'LINE OF BASELINE ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST
 DU0703'HEAD WALL OF AN OLD CONCRETE CULVERT UNDER SOSSAMAN ROAD, 63 FEET
 DU0703'NORTHEAST OF BENCH MARK Y 364, 25 FEET WEST OF A 16-INCH COTTONWOOD
 DU0703'TREE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS. NOTE-- BASELINE
 DU0703'ROAD IS TO BE WIDENED IN THE NEAR FUTURE AND THIS MARK WILL BE
 DU0703'DESTROYED.
 DU0703
 DU0703                          STATION RECOVERY (1992)
 DU0703
 DU0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DU0703'MARK NOT FOUND.
 DU0703
 DU0703                          STATION RECOVERY (2007)
 DU0703
 DU0703'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0703'THE AREA HAS BEEN DEVELOPED, AND THE ROAD HAS BEEN WIDENED. NO CULVERT
 DU0703'AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0333 ***********************************************************************
 DV0333  DESIGNATION -  Z 284
 DV0333  PID         -  DV0333
 DV0333  STATE/COUNTY-  AZ/PINAL
 DV0333  USGS QUAD   -  MARICOPA (1978)
 DV0333
 DV0333                         *CURRENT SURVEY CONTROL
 DV0333  ___________________________________________________________________
 DV0333* NAD 83(1986)-  33 03 36.     (N)    112 03 16.     (W)     SCALED    
 DV0333* NAVD 88     -       355.555  (meters)    1166.52   (feet)  ADJUSTED  
 DV0333  ___________________________________________________________________
 DV0333  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DV0333  DYNAMIC HT  -         355.126 (meters)    1165.11  (feet)  COMP
 DV0333  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 DV0333  OBS GRAVITY -     979,417.8   (mgal)                       GRAV_OBS
 DV0333
 DV0333  VERT ORDER  -  FIRST     CLASS II
 DV0333
 DV0333.The horizontal coordinates were scaled from a topographic map and have
 DV0333.an estimated accuracy of +/- 6 seconds.
 DV0333
 DV0333.The orthometric height was determined by differential leveling
 DV0333.and adjusted in June 1991.
 DV0333
 DV0333.The geoid height was determined by GEOID03.
 DV0333
 DV0333.The dynamic height is computed by dividing the NAVD 88
 DV0333.geopotential number by the normal gravity value computed on the
 DV0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0333.degrees latitude (g = 980.6199 gals.).
 DV0333
 DV0333.The modeled gravity was interpolated from observed gravity values.
 DV0333.The observed gravity was obtained from relative gravimeter ties
 DV0333.to the IGSN71 gravity network.
 DV0333
 DV0333;                    North         East    Units  Estimated Accuracy
 DV0333;SPC AZ C     -   228,410.      200,490.      MT  (+/- 180 meters Scaled)
 DV0333
 DV0333                          SUPERSEDED SURVEY CONTROL
 DV0333
 DV0333  NGVD 29 (??/??/92)  355.325  (m)         1165.76   (f) ADJ UNCH    1 2
 DV0333
 DV0333.Superseded values are not recommended for survey control.
 DV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0333.See file dsdata.txt to determine how the superseded data were derived.
 DV0333
 DV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB015584(NAD 83)
 DV0333_MARKER: DB = BENCH MARK DISK
 DV0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0333_STAMPING: Z 284 1949
 DV0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0333+STABILITY: SURFACE MOTION
 DV0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV0333+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DV0333
 DV0333  HISTORY     - Date     Condition        Report By
 DV0333  HISTORY     - 1949     MONUMENTED       CGS
 DV0333  HISTORY     - 1967     GOOD             NGS
 DV0333  HISTORY     - 1980     GOOD             NGS
 DV0333  HISTORY     - 1980     GOOD             NGS
 DV0333  HISTORY     - 20070912 GOOD             GEOCAC
 DV0333
 DV0333                          STATION DESCRIPTION
 DV0333
 DV0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DV0333'0.65 MI W FROM MARICOPA.
 DV0333'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DV0333'MARICOPA, THENCE 0.55 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DV0333'IN S 1, T 4 S, R 3 E, 0.2 MILE EAST OF MILEPOST 897, 64 FEET NORTHEAST
 DV0333'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 65 FEET
 DV0333'SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, 5 FEET NORTHWEST OF
 DV0333'TELEPHONE POLE NUMBER E-4, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5
 DV0333'FEET EAST OF A WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 DV0333'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0333
 DV0333                          STATION RECOVERY (1980)
 DV0333
 DV0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0333'RECOVERED IN GOOD CONDITION.
 DV0333
 DV0333                          STATION RECOVERY (1980)
 DV0333
 DV0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DV0333'RECOVERED IN GOOD CONDITION.
 DV0333
 DV0333                          STATION RECOVERY (2007)
 DV0333
 DV0333'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0333'THE MARK IS A BIT WEST OF THE PUBLISHED CO-ORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0663 ***********************************************************************
 ET0663  DESIGNATION -  Z 285
 ET0663  PID         -  ET0663
 ET0663  STATE/COUNTY-  AZ/MOHAVE
 ET0663  USGS QUAD   -  SIGNAL (1990)
 ET0663
 ET0663                         *CURRENT SURVEY CONTROL
 ET0663  ___________________________________________________________________
 ET0663* NAD 83(1986)-  34 26 26.     (N)    113 43 24.     (W)     SCALED    
 ET0663* NAVD 88     -       693.492  (meters)    2275.23   (feet)  POSTED    
 ET0663  ___________________________________________________________________
 ET0663  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 ET0663  DYNAMIC HT  -         692.680 (meters)    2272.57  (feet)  COMP
 ET0663  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 ET0663
 ET0663  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ET0663
 ET0663.The horizontal coordinates were scaled from a topographic map and have
 ET0663.an estimated accuracy of +/- 6 seconds.
 ET0663
 ET0663.The orthometric height was determined by differential leveling
 ET0663.and adjusted in November 2005.
 ET0663.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ET0663.rate of 2.1 thru 3.0 mm/km.
 ET0663
 ET0663.The geoid height was determined by GEOID03.
 ET0663
 ET0663.The dynamic height is computed by dividing the NAVD 88
 ET0663.geopotential number by the normal gravity value computed on the
 ET0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0663.degrees latitude (g = 980.6199 gals.).
 ET0663
 ET0663.The modeled gravity was interpolated from observed gravity values.
 ET0663
 ET0663;                    North         East    Units  Estimated Accuracy
 ET0663;SPC AZ W     -   381,530.      215,810.      MT  (+/- 180 meters Scaled)
 ET0663
 ET0663                          SUPERSEDED SURVEY CONTROL
 ET0663
 ET0663  NGVD 29 (??/??/92)  692.768  (m)         2272.86   (f) ADJ UNCH    1 2
 ET0663
 ET0663.Superseded values are not recommended for survey control.
 ET0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0663.See file dsdata.txt to determine how the superseded data were derived.
 ET0663
 ET0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD497143(NAD 83)
 ET0663_MARKER: DB = BENCH MARK DISK
 ET0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0663_STAMPING: Z 285 1950
 ET0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0663+STABILITY: SURFACE MOTION
 ET0663
 ET0663  HISTORY     - Date     Condition        Report By
 ET0663  HISTORY     - 1950     MONUMENTED       CGS
 ET0663  HISTORY     - 19870504 GOOD             USGS
 ET0663
 ET0663                          STATION DESCRIPTION
 ET0663
 ET0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0663'41.9 MI SE FROM YUCCA.
 ET0663'41.4 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE POST OFFICE
 ET0663'AT YUCCA, THENCE 0.5 MILE SOUTHEAST ALONG A TRACK ROAD, ABOUT 52 YARDS
 ET0663'SOUTH OF THE APPROXIMATE CENTER OF A DRY WASH, 34 FEET WEST OF THE
 ET0663'CENTER LINE OF THE ROAD, 20-INCH JOSHUA TREE, 2.7 FEET SOUTHWEST OF A
 ET0663'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 ET0663'A CONCRETE POST FLUSH WITH THE GROUND.
 ET0663
 ET0663                          STATION RECOVERY (1987)
 ET0663
 ET0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JMS)
 ET0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0737 ***********************************************************************
 ET0737  DESIGNATION -  Z 286
 ET0737  PID         -  ET0737
 ET0737  STATE/COUNTY-  AZ/MOHAVE
 ET0737  USGS QUAD   -  GREENWOOD PEAK (1967)
 ET0737
 ET0737                         *CURRENT SURVEY CONTROL
 ET0737  ___________________________________________________________________
 ET0737* NAD 83(1986)-  34 36 58.     (N)    113 33 29.     (W)     SCALED    
 ET0737* NAVD 88     -       565.200  (meters)    1854.33   (feet)  POSTED    
 ET0737  ___________________________________________________________________
 ET0737  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 ET0737  DYNAMIC HT  -         564.540 (meters)    1852.16  (feet)  COMP
 ET0737  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 ET0737
 ET0737  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0737
 ET0737.The horizontal coordinates were scaled from a topographic map and have
 ET0737.an estimated accuracy of +/- 6 seconds.
 ET0737
 ET0737.The orthometric height was determined by differential leveling
 ET0737.and adjusted in November 2005.
 ET0737.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0737.rate of 1.1 thru 2.0 mm/km.
 ET0737
 ET0737.The geoid height was determined by GEOID03.
 ET0737
 ET0737.The dynamic height is computed by dividing the NAVD 88
 ET0737.geopotential number by the normal gravity value computed on the
 ET0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0737.degrees latitude (g = 980.6199 gals.).
 ET0737
 ET0737.The modeled gravity was interpolated from observed gravity values.
 ET0737
 ET0737;                    North         East    Units  Estimated Accuracy
 ET0737;SPC AZ W     -   401,020.      230,960.      MT  (+/- 180 meters Scaled)
 ET0737
 ET0737                          SUPERSEDED SURVEY CONTROL
 ET0737
 ET0737  NGVD 29 (??/??/92)  564.491  (m)         1852.00   (f) ADJ UNCH    1 2
 ET0737
 ET0737.Superseded values are not recommended for survey control.
 ET0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0737.See file dsdata.txt to determine how the superseded data were derived.
 ET0737
 ET0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD654334(NAD 83)
 ET0737_MARKER: DB = BENCH MARK DISK
 ET0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0737_STAMPING: Z 286 1950
 ET0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0737+STABILITY: SURFACE MOTION
 ET0737
 ET0737  HISTORY     - Date     Condition        Report By
 ET0737  HISTORY     - 1950     MONUMENTED       CGS
 ET0737
 ET0737                          STATION DESCRIPTION
 ET0737
 ET0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0737'8.7 MI S FROM WIKIEUP.
 ET0737'7.2 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0737'WIKIEUP, THENCE 1.5 MILES SOUTH ALONG A COUNTY DIRT ROAD, 0.25 MILE
 ET0737'SOUTH OF A CATTLE GUARD, AT THE T JUNCTION OF A DIRT ROAD LEADING
 ET0737'WEST, 35 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 35 FEET NORTH
 ET0737'OF THE CENTER LINE OF THE SIDE ROAD, 2.3 FEET SOUTH OF A WITNESS POST,
 ET0737'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ET0737'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0605 ***********************************************************************
 ET0605  DESIGNATION -  Z 287
 ET0605  PID         -  ET0605
 ET0605  STATE/COUNTY-  AZ/MOHAVE
 ET0605  USGS QUAD   -  GRAYBACK MTS (1980)
 ET0605
 ET0605                         *CURRENT SURVEY CONTROL
 ET0605  ___________________________________________________________________
 ET0605* NAD 83(1986)-  34 33 49.     (N)    113 21 30.     (W)     SCALED    
 ET0605* NAVD 88     -       697.658  (meters)    2288.90   (feet)  POSTED    
 ET0605  ___________________________________________________________________
 ET0605  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ET0605  DYNAMIC HT  -         696.840 (meters)    2286.22  (feet)  COMP
 ET0605  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 ET0605
 ET0605  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0605
 ET0605.The horizontal coordinates were scaled from a topographic map and have
 ET0605.an estimated accuracy of +/- 6 seconds.
 ET0605
 ET0605.The orthometric height was determined by differential leveling
 ET0605.and adjusted in November 2005.
 ET0605.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0605.rate of 1.1 thru 2.0 mm/km.
 ET0605
 ET0605.The geoid height was determined by GEOID03.
 ET0605
 ET0605.The dynamic height is computed by dividing the NAVD 88
 ET0605.geopotential number by the normal gravity value computed on the
 ET0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0605.degrees latitude (g = 980.6199 gals.).
 ET0605
 ET0605.The modeled gravity was interpolated from observed gravity values.
 ET0605
 ET0605;                    North         East    Units  Estimated Accuracy
 ET0605;SPC AZ W     -   395,250.      249,300.      MT  (+/- 180 meters Scaled)
 ET0605
 ET0605                          SUPERSEDED SURVEY CONTROL
 ET0605
 ET0605  NGVD 29 (??/??/92)  696.952  (m)         2286.58   (f) ADJ UNCH    1 2
 ET0605
 ET0605.Superseded values are not recommended for survey control.
 ET0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0605.See file dsdata.txt to determine how the superseded data were derived.
 ET0605
 ET0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD836271(NAD 83)
 ET0605_MARKER: DB = BENCH MARK DISK
 ET0605_SETTING: 66 = SET IN ROCK OUTCROP
 ET0605_SP_SET: FLAT OUTCROP
 ET0605_STAMPING: Z 287 1950
 ET0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0605+STABILITY: POSITION/ELEVATION WELL
 ET0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0605+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2008
 ET0605
 ET0605  HISTORY     - Date     Condition        Report By
 ET0605  HISTORY     - 1950     MONUMENTED       CGS
 ET0605  HISTORY     - 1975     GOOD             USGS
 ET0605  HISTORY     - 20081130 GOOD             GEOCAC
 ET0605
 ET0605                          STATION DESCRIPTION
 ET0605
 ET0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0605'24.7 MI SE FROM WIKIEUP.
 ET0605'7.4 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE POST OFFICE AT
 ET0605'WIKIEUP, THENCE 17.3 MILES SOUTHEAST ALONG A COUNTY DIRT ROAD, 0.5
 ET0605'MILE WEST OF THE FORD AT BURRO CREEK, ABOUT 95 YARDS NORTHWEST OF THE
 ET0605'TOP OF A SHORT STEEP GRADE AT THE NORTHWEST SIDE OF A DRY WASH WHICH
 ET0605'CROSSES THE ROAD, IN THE TOP OF THE NORTH CORNER OF A LARGE FLAT
 ET0605'OUTCROP, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9.6 FEET
 ET0605'NORTH OF A 12-INCH STUMP IN THE MIDDLE OF THE OUTCROP, ABOUT 5 FEET
 ET0605'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 ET0605
 ET0605                          STATION RECOVERY (1975)
 ET0605
 ET0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ET0605'WIKIEUP POST OFFICE, 8.0 MI S. OF, ALONG STATE HWY. 93, THENCE 14.1
 ET0605'MI SE. ALONG COUNTY RD. 0.5 MI W. OF FORK AT BURRO CREEK, ABOUT 95
 ET0605'YD. NW. OF TOP OF SHORT STEEP GRADE AT NORTHWEST SIDE OF DRY WASH
 ET0605'WHICH CROSSES RD. IN TOP NORTH CORNER 9.6 FT N. OF 12-INCH STUMP, 38
 ET0605'FT SW. OF AND ABOUT 5 FT HIGHER THAN CENTERLINE OF RD. ON LARGE FLAT
 ET0605'OUTCROP. NGS TABLET STAMPED Z 287 1950.
 ET0605
 ET0605                          STATION RECOVERY (2008)
 ET0605
 ET0605'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0605'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0605'34 33 49.8 (N)   113 21 29.2 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0333 ***********************************************************************
 ET0333  DESIGNATION -  Z 288
 ET0333  PID         -  ET0333
 ET0333  STATE/COUNTY-  AZ/YAVAPAI
 ET0333  USGS QUAD   -  BISMARCK MESA (1969)
 ET0333
 ET0333                         *CURRENT SURVEY CONTROL
 ET0333  ___________________________________________________________________
 ET0333* NAD 83(1986)-  34 24 58.     (N)    112 50 57.     (W)     SCALED    
 ET0333* NAVD 88     -      1270.293  (meters)    4167.62   (feet)  POSTED    
 ET0333  ___________________________________________________________________
 ET0333  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 ET0333  DYNAMIC HT  -        1268.660 (meters)    4162.26  (feet)  COMP
 ET0333  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 ET0333
 ET0333  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ET0333
 ET0333.The horizontal coordinates were scaled from a topographic map and have
 ET0333.an estimated accuracy of +/- 6 seconds.
 ET0333
 ET0333.The orthometric height was determined by differential leveling
 ET0333.and adjusted in November 2005.
 ET0333.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ET0333.rate of 1.1 thru 2.0 mm/km.
 ET0333
 ET0333.The geoid height was determined by GEOID03.
 ET0333
 ET0333.The dynamic height is computed by dividing the NAVD 88
 ET0333.geopotential number by the normal gravity value computed on the
 ET0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0333.degrees latitude (g = 980.6199 gals.).
 ET0333
 ET0333.The modeled gravity was interpolated from observed gravity values.
 ET0333
 ET0333;                    North         East    Units  Estimated Accuracy
 ET0333;SPC AZ C     -   379,200.      127,640.      MT  (+/- 180 meters Scaled)
 ET0333
 ET0333                          SUPERSEDED SURVEY CONTROL
 ET0333
 ET0333  NGVD 29 (??/??/92) 1269.516  (m)         4165.07   (f) ADJ UNCH    1 2
 ET0333
 ET0333.Superseded values are not recommended for survey control.
 ET0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0333.See file dsdata.txt to determine how the superseded data were derived.
 ET0333
 ET0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD300098(NAD 83)
 ET0333_MARKER: DB = BENCH MARK DISK
 ET0333_SETTING: 80 = SET IN A BOULDER
 ET0333_SP_SET: BOULDER
 ET0333_STAMPING: Z 288 1950
 ET0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0333+STABILITY: SURFACE MOTION
 ET0333
 ET0333  HISTORY     - Date     Condition        Report By
 ET0333  HISTORY     - 1950     MONUMENTED       CGS
 ET0333
 ET0333                          STATION DESCRIPTION
 ET0333
 ET0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0333'4.7 MI E FROM HILLSIDE.
 ET0333'4.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 ET0333'THE STATION AT HILLSIDE, 62 1/2 FEET EAST OF MILEPOLE 97, IN THE TOP
 ET0333'OF A BLACK BOULDER, 45.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3
 ET0333'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0343 ***********************************************************************
 ES0343  DESIGNATION -  Z 29
 ES0343  PID         -  ES0343
 ES0343  STATE/COUNTY-  AZ/YAVAPAI
 ES0343  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0343
 ES0343                         *CURRENT SURVEY CONTROL
 ES0343  ___________________________________________________________________
 ES0343* NAD 83(1986)-  34 27 24.     (N)    111 42 37.     (W)     SCALED    
 ES0343* NAVD 88     -      1196.256  (meters)    3924.72   (feet)  ADJUSTED  
 ES0343  ___________________________________________________________________
 ES0343  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 ES0343  DYNAMIC HT  -        1194.698 (meters)    3919.61  (feet)  COMP
 ES0343  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 ES0343  OBS GRAVITY -     979,292.3   (mgal)                       GRAV_OBS
 ES0343
 ES0343  VERT ORDER  -  FIRST     CLASS II
 ES0343
 ES0343.The horizontal coordinates were scaled from a topographic map and have
 ES0343.an estimated accuracy of +/- 6 seconds.
 ES0343
 ES0343.The orthometric height was determined by differential leveling
 ES0343.and adjusted in June 1991.
 ES0343
 ES0343.The geoid height was determined by GEOID03.
 ES0343
 ES0343.The dynamic height is computed by dividing the NAVD 88
 ES0343.geopotential number by the normal gravity value computed on the
 ES0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0343.degrees latitude (g = 980.6199 gals.).
 ES0343
 ES0343.The modeled gravity was interpolated from observed gravity values.
 ES0343.The observed gravity was obtained from relative gravimeter ties
 ES0343.to the IGSN71 gravity network.
 ES0343
 ES0343;                    North         East    Units  Estimated Accuracy
 ES0343;SPC AZ C     -   383,330.      232,320.      MT  (+/- 180 meters Scaled)
 ES0343
 ES0343                          SUPERSEDED SURVEY CONTROL
 ES0343
 ES0343  NGVD 29 (??/??/92) 1195.520  (m)         3922.30   (f) ADJ UNCH    1 2
 ES0343
 ES0343.Superseded values are not recommended for survey control.
 ES0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0343.See file dsdata.txt to determine how the superseded data were derived.
 ES0343
 ES0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD347130(NAD 83)
 ES0343_MARKER: DB = BENCH MARK DISK
 ES0343_SETTING: 80 = SET IN A BOULDER
 ES0343_SP_SET: BOULDER
 ES0343_MARK LOGO: CGS   
 ES0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0343+STABILITY: SURFACE MOTION
 ES0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0343+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2008
 ES0343
 ES0343  HISTORY     - Date     Condition        Report By
 ES0343  HISTORY     - UNK      MONUMENTED       CGS
 ES0343  HISTORY     - 1933     GOOD             NGS
 ES0343  HISTORY     - 1982     GOOD             NGS
 ES0343  HISTORY     - 20080725 GOOD             GEOCAC
 ES0343
 ES0343                          STATION DESCRIPTION
 ES0343
 ES0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0343'15.0 MI SE FROM CAMP VERDE.
 ES0343'AT SIDE OF HIGHWAY, 1.4 MILES WEST OF ROAD CAMP, ON ROCK POINT JUTTING
 ES0343'SOUTH TOWARD HACKBERRY CREEK, 95 FEET SOUTH OF HIGHWAY CENTER-LINE, ON
 ES0343'TOP OF VOLCANIC BOULDER PAINTED WHITE B.M.
 ES0343
 ES0343                          STATION RECOVERY (1982)
 ES0343
 ES0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0343'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0343'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0343'OFFICE IN CAMP VERDE, THENCE 10.1 KM (6.3 MI) SOUTHEAST ALONG FOSSIL
 ES0343'CREEK ROAD, IN TOP OF A 3 BY 3 FOOT VOLCANIC BOULDER PROJECTING 2 FEET
 ES0343'ABOVE THE SURFACE OF THE GROUND, AT THE TOP OF A FLAT ROCKY RIDGE, AT
 ES0343'THE CREST OF A GRADE, 30.5 METERS (100 FT) SOUTHWEST OF THE ROAD
 ES0343'CENTERLINE.
 ES0343'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 ES0343'THE MARK IS 0.5 M ABOVE THE ROAD.
 ES0343
 ES0343                          STATION RECOVERY (2008)
 ES0343
 ES0343'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0343'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0343'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0343'CEMENTED BASE. HANDHELD COORDINATES
 ES0343'34 27 23.8 (N)   111 42 37.1 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0639 ***********************************************************************
 ET0639  DESIGNATION -  Z 290
 ET0639  PID         -  ET0639
 ET0639  STATE/COUNTY-  AZ/YAVAPAI
 ET0639  USGS QUAD   -  THORN PEAK (1967)
 ET0639
 ET0639                         *CURRENT SURVEY CONTROL
 ET0639  ___________________________________________________________________
 ET0639* NAD 83(1986)-  34 28 44.     (N)    113 12 17.     (W)     SCALED    
 ET0639* NAVD 88     -       855.504  (meters)    2806.77   (feet)  POSTED    
 ET0639  ___________________________________________________________________
 ET0639  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 ET0639  DYNAMIC HT  -         854.470 (meters)    2803.37  (feet)  COMP
 ET0639  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 ET0639
 ET0639  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ET0639
 ET0639.The horizontal coordinates were scaled from a topographic map and have
 ET0639.an estimated accuracy of +/- 6 seconds.
 ET0639
 ET0639.The orthometric height was determined by differential leveling
 ET0639.and adjusted in November 2005.
 ET0639.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ET0639.rate of 3.1 thru 4.0 mm/km.
 ET0639
 ET0639.The geoid height was determined by GEOID03.
 ET0639
 ET0639.The dynamic height is computed by dividing the NAVD 88
 ET0639.geopotential number by the normal gravity value computed on the
 ET0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0639.degrees latitude (g = 980.6199 gals.).
 ET0639
 ET0639.The modeled gravity was interpolated from observed gravity values.
 ET0639
 ET0639;                    North         East    Units  Estimated Accuracy
 ET0639;SPC AZ C     -   386,520.       95,040.      MT  (+/- 180 meters Scaled)
 ET0639
 ET0639                          SUPERSEDED SURVEY CONTROL
 ET0639
 ET0639  NGVD 29 (??/??/92)  854.784  (m)         2804.40   (f) ADJ UNCH    1 2
 ET0639
 ET0639.Superseded values are not recommended for survey control.
 ET0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0639.See file dsdata.txt to determine how the superseded data were derived.
 ET0639
 ET0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD975174(NAD 83)
 ET0639_MARKER: DB = BENCH MARK DISK
 ET0639_SETTING: 66 = SET IN ROCK OUTCROP
 ET0639_SP_SET: FLAT OUTCROP
 ET0639_STAMPING: Z 290 1950
 ET0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0639+STABILITY: POSITION/ELEVATION WELL
 ET0639
 ET0639  HISTORY     - Date     Condition        Report By
 ET0639  HISTORY     - 1950     MONUMENTED       CGS
 ET0639
 ET0639                          STATION DESCRIPTION
 ET0639
 ET0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ET0639'12.9 MI S FROM BAGDAD.
 ET0639'6.8 MILES SOUTHEAST ALONG A COUNTY GRADED HIGHWAY FROM THE POST OFFICE
 ET0639'AT BAGDAD, THENCE 6.1 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, AT A
 ET0639'POINT WHERE THE ROAD PARALLELS A DRY WASH, AT THE NORTHEAST END OF A
 ET0639'SHORT S CURVE, AT A PROMINENT ROCK LEDGE, IN THE TOP OF A FLAT
 ET0639'OUTCROP, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29 FEET
 ET0639'NORTHWEST OF THE APPROXIMATE CENTER OF THE DRY WASH, 17 1/2 FEET
 ET0639'SOUTHWEST OF AN 8-INCH SAGUARO CACTUS, ABOUT 2 FEET LOWER THAN THE
 ET0639'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0398 ***********************************************************************
 CZ0398  DESIGNATION -  Z 291
 CZ0398  PID         -  CZ0398
 CZ0398  STATE/COUNTY-  AZ/PINAL
 CZ0398  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0398
 CZ0398                         *CURRENT SURVEY CONTROL
 CZ0398  ___________________________________________________________________
 CZ0398* NAD 83(1986)-  32 32 46.     (N)    111 24 06.     (W)     SCALED    
 CZ0398* NAVD 88     -       551.57   (+/-2cm)    1809.6    (feet)  VERTCON   
 CZ0398  ___________________________________________________________________
 CZ0398  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0398
 CZ0398.The horizontal coordinates were scaled from a topographic map and have
 CZ0398.an estimated accuracy of +/- 6 seconds.
 CZ0398
 CZ0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0398.The vertical order pertains to the NGVD 29 superseded value.
 CZ0398
 CZ0398.The geoid height was determined by GEOID03.
 CZ0398
 CZ0398;                    North         East    Units  Estimated Accuracy
 CZ0398;SPC AZ C     -   171,540.      261,730.      MT  (+/- 180 meters Scaled)
 CZ0398
 CZ0398                          SUPERSEDED SURVEY CONTROL
 CZ0398
 CZ0398  NGVD 29 (??/??/92)  551.123  (m)         1808.14   (f) ADJ UNCH    2 0
 CZ0398
 CZ0398.Superseded values are not recommended for survey control.
 CZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0398.See file dsdata.txt to determine how the superseded data were derived.
 CZ0398
 CZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB622010(NAD 83)
 CZ0398_MARKER: DB = BENCH MARK DISK
 CZ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0398_STAMPING: Z 291 1951
 CZ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0398+STABILITY: SURFACE MOTION
 CZ0398
 CZ0398  HISTORY     - Date     Condition        Report By
 CZ0398  HISTORY     - 1951     MONUMENTED       CGS
 CZ0398  HISTORY     - 1963     MARK NOT FOUND   NGS
 CZ0398  HISTORY     - 1977     MARK NOT FOUND   USGS
 CZ0398
 CZ0398                          STATION DESCRIPTION
 CZ0398
 CZ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0398'5.1 MI W FROM RED ROCK.
 CZ0398'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0398'RAILROAD STATION AT RED ROCK, THENCE 4.9 MILES WEST ALONG A GRADED
 CZ0398'ROAD, 0.8 MILE NORTH OF A JOG IN THE ROAD, AT A T JUNCTION OF A DIM
 CZ0398'DIRT ROAD LEADING NORTH THROUGH A FENCE LINE AND IN LINE WITH A
 CZ0398'TELEPHONE LINE, 97.2 FEET SOUTH OF A T IN A FENCE LINE, 62 1/2 FEET
 CZ0398'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 20 FEET EAST OF THE CENTER
 CZ0398'LINE OF A DIRT ROAD, 2.9 FEET EAST OF A TELEPHONE POLE, 2.4 FEET
 CZ0398'NORTHWEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 CZ0398'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0398
 CZ0398                          STATION RECOVERY (1963)
 CZ0398
 CZ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CZ0398'MARK NOT FOUND.
 CZ0398
 CZ0398                          STATION RECOVERY (1977)
 CZ0398
 CZ0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0413 ***********************************************************************
 CZ0413  DESIGNATION -  Z 292
 CZ0413  PID         -  CZ0413
 CZ0413  STATE/COUNTY-  AZ/PINAL
 CZ0413  USGS QUAD   -  SAMANIEGO HILLS (1993)
 CZ0413
 CZ0413                         *CURRENT SURVEY CONTROL
 CZ0413  ___________________________________________________________________
 CZ0413* NAD 83(1986)-  32 32 10.     (N)    111 24 19.     (W)     SCALED    
 CZ0413* NAVD 88     -       553.28   (+/-2cm)    1815.2    (feet)  VERTCON   
 CZ0413  ___________________________________________________________________
 CZ0413  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CZ0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0413
 CZ0413.The horizontal coordinates were scaled from a topographic map and have
 CZ0413.an estimated accuracy of +/- 6 seconds.
 CZ0413
 CZ0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0413.The vertical order pertains to the NGVD 29 superseded value.
 CZ0413
 CZ0413.The geoid height was determined by GEOID03.
 CZ0413
 CZ0413;                    North         East    Units  Estimated Accuracy
 CZ0413;SPC AZ C     -   170,430.      261,400.      MT  (+/- 180 meters Scaled)
 CZ0413
 CZ0413                          SUPERSEDED SURVEY CONTROL
 CZ0413
 CZ0413  NGVD 29 (??/??/92)  552.820  (m)         1813.71   (f) ADJ UNCH    2 0
 CZ0413
 CZ0413.Superseded values are not recommended for survey control.
 CZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0413.See file dsdata.txt to determine how the superseded data were derived.
 CZ0413
 CZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA619999(NAD 83)
 CZ0413_MARKER: DB = BENCH MARK DISK
 CZ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0413_STAMPING: Z 292 1951
 CZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0413+STABILITY: SURFACE MOTION
 CZ0413
 CZ0413  HISTORY     - Date     Condition        Report By
 CZ0413  HISTORY     - 1951     MONUMENTED       CGS
 CZ0413  HISTORY     - 1963     MARK NOT FOUND   NGS
 CZ0413  HISTORY     - 1977     GOOD             USGS
 CZ0413
 CZ0413                          STATION DESCRIPTION
 CZ0413
 CZ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0413'6.6 MI SW FROM RED ROCK.
 CZ0413'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0413'RAILROAD STATION AT RED ROCK, THENCE 5.7 MILES WEST ALONG A GRADED
 CZ0413'ROAD, THENCE 0.75 MILES SOUTH ALONG A GRADED ROAD THRU A RANCH YARD,
 CZ0413'0.4 MILE SOUTHEAST OF A RANCH HOUSE, AT A WIRE GATE OF A FENCE LINE
 CZ0413'CROSSING THE ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21.3
 CZ0413'FEET NORTH OF THE NORTH GATE POST, 1.4 FEET WEST OF A FENCE, 1.9 FEET
 CZ0413'NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 CZ0413'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CZ0413
 CZ0413                          STATION RECOVERY (1963)
 CZ0413
 CZ0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CZ0413'MARK NOT FOUND.
 CZ0413
 CZ0413                          STATION RECOVERY (1977)
 CZ0413
 CZ0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ0413'0.2 MI SE. ALONG OLD STATE HWY. 84 (FRONTAGE RD.) FROM FORMER SPRR
 CZ0413'STATION AT RED ROCK, THENCE 5.7 MI SW. ALONG SASCO RD., THENCE 0.75
 CZ0413'MI S. AT FENCE LINE X-ING, 38 FT N. OF CENTERLINE OF RD., 21 FT N. OF
 CZ0413'GATEPOST, 1.9 FT N. OF WITNESS POST, 1.4 FT W. OF FENCE, ABOUT LEVEL
 CZ0413'WITH RD. IN CONCRETE POST (NOTE-- NOT RECOVERED, JAN. 1963).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0584 ***********************************************************************
 CZ0584  DESIGNATION -  Z 293
 CZ0584  PID         -  CZ0584
 CZ0584  STATE/COUNTY-  AZ/PIMA
 CZ0584  USGS QUAD   -  WEST OF MARANA (1989)
 CZ0584
 CZ0584                         *CURRENT SURVEY CONTROL
 CZ0584  ___________________________________________________________________
 CZ0584* NAD 83(1986)-  32 28 05.     (N)    111 20 03.     (W)     SCALED    
 CZ0584* NAVD 88     -       579.45   (+/-2cm)    1901.1    (feet)  VERTCON   
 CZ0584  ___________________________________________________________________
 CZ0584  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CZ0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0584
 CZ0584.The horizontal coordinates were scaled from a topographic map and have
 CZ0584.an estimated accuracy of +/- 6 seconds.
 CZ0584
 CZ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0584.The vertical order pertains to the NGVD 29 superseded value.
 CZ0584
 CZ0584.The geoid height was determined by GEOID03.
 CZ0584
 CZ0584;                    North         East    Units  Estimated Accuracy
 CZ0584;SPC AZ C     -   162,910.      268,120.      MT  (+/- 180 meters Scaled)
 CZ0584
 CZ0584                          SUPERSEDED SURVEY CONTROL
 CZ0584
 CZ0584  NGVD 29 (??/??/92)  578.942  (m)         1899.41   (f) ADJ UNCH    2 0
 CZ0584
 CZ0584.Superseded values are not recommended for survey control.
 CZ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0584.See file dsdata.txt to determine how the superseded data were derived.
 CZ0584
 CZ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA685923(NAD 83)
 CZ0584_MARKER: DB = BENCH MARK DISK
 CZ0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0584_STAMPING: Z 293 1951
 CZ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0584+STABILITY: SURFACE MOTION
 CZ0584
 CZ0584  HISTORY     - Date     Condition        Report By
 CZ0584  HISTORY     - 1951     MONUMENTED       CGS
 CZ0584
 CZ0584                          STATION DESCRIPTION
 CZ0584
 CZ0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0584'13.5 MI W FROM RILLITO.
 CZ0584'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ0584'RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH ALONG THE PRIVATE
 CZ0584'ROAD THRU THE ARIZONA PORTLAND CEMENT PLANT, THENCE 12 MILES NORTHWEST
 CZ0584'ACROSS THE MARANA NO 2 AIRPORT ALONG THE SILVER BELL ROAD, 7 MILE
 CZ0584'SOUTH OF THE MARANA AIR BASE, AT A Y JUNCTION OF ROADS LEADING WEST
 CZ0584'AND NORTHWEST, 36 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF
 CZ0584'ROADS, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF
 CZ0584'THE FENCE LINE, 2.3 FEET WEST OF THE WITNESS POST, AND ABOUT LEVEL
 CZ0584'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CZ0584'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0682 ***********************************************************************
 CZ0682  DESIGNATION -  Z 296
 CZ0682  PID         -  CZ0682
 CZ0682  STATE/COUNTY-  AZ/PIMA
 CZ0682  USGS QUAD   -  WATERMAN PEAK (1989)
 CZ0682
 CZ0682                         *CURRENT SURVEY CONTROL
 CZ0682  ___________________________________________________________________
 CZ0682* NAD 83(1986)-  32 18 07.     (N)    111 27 05.     (W)     SCALED    
 CZ0682* NAVD 88     -       696.74   (+/-2cm)    2285.9    (feet)  VERTCON   
 CZ0682  ___________________________________________________________________
 CZ0682  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0682
 CZ0682.The horizontal coordinates were scaled from a topographic map and have
 CZ0682.an estimated accuracy of +/- 6 seconds.
 CZ0682
 CZ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0682.The vertical order pertains to the NGVD 29 superseded value.
 CZ0682
 CZ0682.The geoid height was determined by GEOID03.
 CZ0682
 CZ0682;                    North         East    Units  Estimated Accuracy
 CZ0682;SPC AZ C     -   144,440.      257,180.      MT  (+/- 180 meters Scaled)
 CZ0682
 CZ0682                          SUPERSEDED SURVEY CONTROL
 CZ0682
 CZ0682  NGVD 29 (??/??/92)  696.135  (m)         2283.90   (f) ADJ UNCH    2 0
 CZ0682
 CZ0682.Superseded values are not recommended for survey control.
 CZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0682.See file dsdata.txt to determine how the superseded data were derived.
 CZ0682
 CZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA575739(NAD 83)
 CZ0682_MARKER: DB = BENCH MARK DISK
 CZ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0682_STAMPING: Z 296 1951
 CZ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0682+STABILITY: SURFACE MOTION
 CZ0682
 CZ0682  HISTORY     - Date     Condition        Report By
 CZ0682  HISTORY     - 1951     MONUMENTED       CGS
 CZ0682
 CZ0682                          STATION DESCRIPTION
 CZ0682
 CZ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ0682'14.0 MI SE FROM SILVER BELL.
 CZ0682'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER BELL CEMETERY AT
 CZ0682'SILVER BELL, THENCE 13.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.35
 CZ0682'MILE NORTHWEST OF THE FINCH RANCH, 0.25 MILE NORTHWEST OF A Y JUNCTION
 CZ0682'OF A ROAD LEADING NORTH, 30 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 CZ0682'THE ROAD, 2.9 FEET NORTHWEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 CZ0682'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CZ0682'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0027 ***********************************************************************
 DA0027  DESIGNATION -  Z 297
 DA0027  PID         -  DA0027
 DA0027  STATE/COUNTY-  AZ/PINAL
 DA0027  USGS QUAD   -  KOHATK (1981)
 DA0027
 DA0027                         *CURRENT SURVEY CONTROL
 DA0027  ___________________________________________________________________
 DA0027* NAD 83(1986)-  32 36 55.     (N)    112 03 57.     (W)     SCALED    
 DA0027* NAVD 88     -       550.65   (+/-2cm)    1806.6    (feet)  VERTCON   
 DA0027  ___________________________________________________________________
 DA0027  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 DA0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0027
 DA0027.The horizontal coordinates were scaled from a topographic map and have
 DA0027.an estimated accuracy of +/- 6 seconds.
 DA0027
 DA0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0027.The vertical order pertains to the NGVD 29 superseded value.
 DA0027
 DA0027.The geoid height was determined by GEOID03.
 DA0027
 DA0027;                    North         East    Units  Estimated Accuracy
 DA0027;SPC AZ C     -   179,100.      199,360.      MT  (+/- 180 meters Scaled)
 DA0027
 DA0027                          SUPERSEDED SURVEY CONTROL
 DA0027
 DA0027  NGVD 29 (??/??/92)  550.010  (m)         1804.49   (f) ADJ UNCH    2 0
 DA0027
 DA0027.Superseded values are not recommended for survey control.
 DA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0027.See file dsdata.txt to determine how the superseded data were derived.
 DA0027
 DA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB000091(NAD 83)
 DA0027_MARKER: DB = BENCH MARK DISK
 DA0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0027_STAMPING: Z 297 1951
 DA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0027+STABILITY: SURFACE MOTION
 DA0027
 DA0027  HISTORY     - Date     Condition        Report By
 DA0027  HISTORY     - 1951     MONUMENTED       CGS
 DA0027
 DA0027                          STATION DESCRIPTION
 DA0027
 DA0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DA0027'3.3 MI E FROM BITTER WELL.
 DA0027'3.3 MILES EAST ALONG A TRACK ROAD FROM THE WELL AT BITTER WELL INDIAN
 DA0027'VILLAGE, AT A POINT WHERE THE ROAD FOLLOWS A WASH, ABOUT MIDWAY
 DA0027'BETWEEN THE ROAD AND THE CENTER LINE OF AN EASTWEST WASH, AT A LEVEL
 DA0027'PORTION OF THE ROAD BETWEEN THE CENTER LINE AT THE BOTTOM OF TWO
 DA0027'GRADES, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF
 DA0027'THE SOUTH BANK OF AN EASTWEST WASH, 3.6 FEET NORTH OF A WITNESS POST,
 DA0027'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 DA0027'GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1210 ***********************************************************************
 CZ1210  DESIGNATION -  Z 298
 CZ1210  PID         -  CZ1210
 CZ1210  STATE/COUNTY-  AZ/PINAL
 CZ1210  USGS QUAD   -  CHUICHU (1992)
 CZ1210
 CZ1210                         *CURRENT SURVEY CONTROL
 CZ1210  ___________________________________________________________________
 CZ1210* NAD 83(1986)-  32 50 09.     (N)    111 51 37.     (W)     SCALED    
 CZ1210* NAVD 88     -       417.75   (+/-2cm)    1370.6    (feet)  VERTCON   
 CZ1210  ___________________________________________________________________
 CZ1210  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1210
 CZ1210.The horizontal coordinates were scaled from a topographic map and have
 CZ1210.an estimated accuracy of +/- 6 seconds.
 CZ1210
 CZ1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1210.The vertical order pertains to the NGVD 29 superseded value.
 CZ1210
 CZ1210.The geoid height was determined by GEOID03.
 CZ1210
 CZ1210;                    North         East    Units  Estimated Accuracy
 CZ1210;SPC AZ C     -   203,550.      218,640.      MT  (+/- 180 meters Scaled)
 CZ1210
 CZ1210                          SUPERSEDED SURVEY CONTROL
 CZ1210
 CZ1210  NGVD 29 (??/??/92)  417.131  (m)         1368.54   (f) ADJ UNCH    2 0
 CZ1210
 CZ1210.Superseded values are not recommended for survey control.
 CZ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1210.See file dsdata.txt to determine how the superseded data were derived.
 CZ1210
 CZ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194334(NAD 83)
 CZ1210_MARKER: DB = BENCH MARK DISK
 CZ1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1210_STAMPING: Z 298 1951
 CZ1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1210+STABILITY: SURFACE MOTION
 CZ1210
 CZ1210  HISTORY     - Date     Condition        Report By
 CZ1210  HISTORY     - 1951     MONUMENTED       CGS
 CZ1210  HISTORY     - 1952     GOOD             NGS
 CZ1210  HISTORY     - 1966     GOOD             NGS
 CZ1210  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ1210
 CZ1210                          STATION DESCRIPTION
 CZ1210
 CZ1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1210'9.3 MI SW FROM CASA GRANDE.
 CZ1210'6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1210'WATER TANK AT CASA GRANDE, THENCE 3 MILES SOUTH ALONG A GRADED ROAD,
 CZ1210'AT THE INTERSECTION OF A CROSS ROAD, AND ABOUT 56 YARDS SOUTHEAST OF
 CZ1210'AND ACROSS THE ROAD FROM A PUMP HOUSE, AT A FENCE CORNER, 57 FEET
 CZ1210'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 35 FEET EAST OF THE CENTER
 CZ1210'LINE OF THE ROAD, 34 1/2 FEET NORTH OF THE FENCE CORNER, 1.3 FEET EAST
 CZ1210'OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 CZ1210'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 CZ1210'WITH THE ROAD.
 CZ1210
 CZ1210                          STATION RECOVERY (1966)
 CZ1210
 CZ1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1210'RECOVERED IN GOOD CONDITION.
 CZ1210
 CZ1210                          STATION RECOVERY (2007)
 CZ1210
 CZ1210'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1210'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK, THE DESCRIBED
 CZ1210'LOCATION IS NOW A GRADED DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1122 ***********************************************************************
 CZ1122  DESIGNATION -  Z 299
 CZ1122  PID         -  CZ1122
 CZ1122  STATE/COUNTY-  AZ/PINAL
 CZ1122  USGS QUAD   -  STANFIELD (1992)
 CZ1122
 CZ1122                         *CURRENT SURVEY CONTROL
 CZ1122  ___________________________________________________________________
 CZ1122* NAD 83(1986)-  32 56 23.     (N)    111 59 49.     (W)     SCALED    
 CZ1122* NAVD 88     -       383.72   (+/-2cm)    1258.9    (feet)  VERTCON   
 CZ1122  ___________________________________________________________________
 CZ1122  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 CZ1122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1122
 CZ1122.The horizontal coordinates were scaled from a topographic map and have
 CZ1122.an estimated accuracy of +/- 6 seconds.
 CZ1122
 CZ1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1122.The vertical order pertains to the NGVD 29 superseded value.
 CZ1122
 CZ1122.The geoid height was determined by GEOID03.
 CZ1122
 CZ1122;                    North         East    Units  Estimated Accuracy
 CZ1122;SPC AZ C     -   215,070.      205,850.      MT  (+/- 180 meters Scaled)
 CZ1122
 CZ1122                          SUPERSEDED SURVEY CONTROL
 CZ1122
 CZ1122  NGVD 29 (??/??/92)  383.163  (m)         1257.09   (f) ADJ UNCH    2 0
 CZ1122
 CZ1122.Superseded values are not recommended for survey control.
 CZ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1122.See file dsdata.txt to determine how the superseded data were derived.
 CZ1122
 CZ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB068450(NAD 83)
 CZ1122_MARKER: DB = BENCH MARK DISK
 CZ1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1122_STAMPING: Z 299 1952
 CZ1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1122+STABILITY: SURFACE MOTION
 CZ1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1122+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 CZ1122
 CZ1122  HISTORY     - Date     Condition        Report By
 CZ1122  HISTORY     - 1952     MONUMENTED       CGS
 CZ1122  HISTORY     - 1975     GOOD             DOD
 CZ1122  HISTORY     - 20050329 GOOD             EVANS
 CZ1122
 CZ1122                          STATION DESCRIPTION
 CZ1122
 CZ1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1122'5.6 MI N FROM STANFIELD.
 CZ1122'1.4 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1122'STANFIELD, THENCE 4.2 MILES NORTH ALONG THE WHITE-PARKER ROAD, AT THE
 CZ1122'SOUTHEAST CORNER OF THE FENCE AROUND A WHITE FRAME FARM HOUSE, ABOUT
 CZ1122'230 FEET EAST OF THE T JUNCTION OF THE WHITE-PARKER ROAD AND THE
 CZ1122'MILLER ROAD, AT THE T JUNCTION OF THE MILLER ROAD AND A GRAVEL ROAD
 CZ1122'LEADING NORTH, 222 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF
 CZ1122'THE WHITE-PARKER ROAD, 43 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 CZ1122'ROAD LEADING NORTH, 31 FEET NORTH OF THE CENTER LINE OF THE MILLER
 CZ1122'ROAD, 17 1/2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE, 3
 CZ1122'FEET SOUTHWEST OF A POWER LINE POLE, 1.5 FEET EAST OF A WITNESS POST,
 CZ1122'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CZ1122'GROUND, AND LEVEL WITH THE ROAD.
 CZ1122
 CZ1122                          STATION RECOVERY (1975)
 CZ1122
 CZ1122'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 CZ1122'RECOVERED IN GOOD CONDITION.
 CZ1122
 CZ1122                          STATION RECOVERY (2005)
 CZ1122
 CZ1122'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 CZ1122'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0470 ***********************************************************************
 ES0470  DESIGNATION -  Z 30
 ES0470  PID         -  ES0470
 ES0470  STATE/COUNTY-  AZ/YAVAPAI
 ES0470  USGS QUAD   -  CORNVILLE (1968)
 ES0470
 ES0470                         *CURRENT SURVEY CONTROL
 ES0470  ___________________________________________________________________
 ES0470* NAD 83(1986)-  34 38 57.     (N)    111 57 19.     (W)     SCALED    
 ES0470* NAVD 88     -      1036.710  (meters)    3401.27   (feet)  ADJUSTED  
 ES0470  ___________________________________________________________________
 ES0470  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 ES0470  DYNAMIC HT  -        1035.400 (meters)    3396.97  (feet)  COMP
 ES0470  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 ES0470
 ES0470  VERT ORDER  -  FIRST     CLASS II
 ES0470
 ES0470.The horizontal coordinates were scaled from a topographic map and have
 ES0470.an estimated accuracy of +/- 6 seconds.
 ES0470
 ES0470.The orthometric height was determined by differential leveling
 ES0470.and adjusted in June 1991.
 ES0470
 ES0470.The geoid height was determined by GEOID03.
 ES0470
 ES0470.The dynamic height is computed by dividing the NAVD 88
 ES0470.geopotential number by the normal gravity value computed on the
 ES0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0470.degrees latitude (g = 980.6199 gals.).
 ES0470
 ES0470.The modeled gravity was interpolated from observed gravity values.
 ES0470
 ES0470;                    North         East    Units  Estimated Accuracy
 ES0470;SPC AZ C     -   404,660.      209,820.      MT  (+/- 180 meters Scaled)
 ES0470
 ES0470                          SUPERSEDED SURVEY CONTROL
 ES0470
 ES0470  NGVD 29 (??/??/92) 1035.979  (m)         3398.87   (f) ADJ UNCH    1 2
 ES0470
 ES0470.Superseded values are not recommended for survey control.
 ES0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0470.See file dsdata.txt to determine how the superseded data were derived.
 ES0470
 ES0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD124345(NAD 83)
 ES0470_MARKER: DB = BENCH MARK DISK
 ES0470_SETTING: 80 = SET IN A BOULDER
 ES0470_SP_SET: BOULDER
 ES0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0470+STABILITY: SURFACE MOTION
 ES0470
 ES0470  HISTORY     - Date     Condition        Report By
 ES0470  HISTORY     - UNK      MONUMENTED       CGS
 ES0470  HISTORY     - 1933     GOOD             NGS
 ES0470  HISTORY     - 1968     MARK NOT FOUND   USGS
 ES0470  HISTORY     - 1982     MARK NOT FOUND   NGS
 ES0470
 ES0470                          STATION DESCRIPTION
 ES0470
 ES0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0470'9.5 MI NW FROM CAMP VERDE.
 ES0470'AT SIDE OF HIGHWAY, 3.5 MILES NORTHWEST OF OLD AULTMAN STORE, SUMMIT
 ES0470'OF GRADE, 30 FEET NORTHEAST OF HIGHWAY CENTER-LINE, ON TOP OF MALPAIS
 ES0470'BOULDER PAINTED WHITE B.M., 8 INCHES ABOVE GROUND.
 ES0470
 ES0470                          STATION RECOVERY (1968)
 ES0470
 ES0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ES0470'MARK NOT FOUND.
 ES0470
 ES0470                          STATION RECOVERY (1982)
 ES0470
 ES0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0470'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0014 ***********************************************************************
 GP0014  DESIGNATION -  Z 30
 GP0014  PID         -  GP0014
 GP0014  STATE/COUNTY-  AZ/NAVAJO
 GP0014  USGS QUAD   -  AGATHLA PEAK (1988)
 GP0014
 GP0014                         *CURRENT SURVEY CONTROL
 GP0014  ___________________________________________________________________
 GP0014* NAD 83(1986)-  36 45 09.     (N)    110 13 33.     (W)     SCALED    
 GP0014* NAVD 88     -      1723.931  (meters)    5655.93   (feet)  ADJUSTED  
 GP0014  ___________________________________________________________________
 GP0014  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 GP0014  DYNAMIC HT  -        1721.859 (meters)    5649.13  (feet)  COMP
 GP0014  MODELED GRAV-     979,368.3   (mgal)                       NAVD 88
 GP0014
 GP0014  VERT ORDER  -  FIRST     CLASS II
 GP0014
 GP0014.The horizontal coordinates were scaled from a topographic map and have
 GP0014.an estimated accuracy of +/- 6 seconds.
 GP0014
 GP0014.The orthometric height was determined by differential leveling
 GP0014.and adjusted in June 1991.
 GP0014
 GP0014.The geoid height was determined by GEOID03.
 GP0014
 GP0014.The dynamic height is computed by dividing the NAVD 88
 GP0014.geopotential number by the normal gravity value computed on the
 GP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0014.degrees latitude (g = 980.6199 gals.).
 GP0014
 GP0014.The modeled gravity was interpolated from observed gravity values.
 GP0014
 GP0014;                    North         East    Units  Estimated Accuracy
 GP0014;SPC AZ E     -   638,010.      208,080.      MT  (+/- 180 meters Scaled)
 GP0014
 GP0014                          SUPERSEDED SURVEY CONTROL
 GP0014
 GP0014  NGVD 29 (??/??/92) 1722.981  (m)         5652.81   (f) ADJ UNCH    1 2
 GP0014
 GP0014.Superseded values are not recommended for survey control.
 GP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0014.See file dsdata.txt to determine how the superseded data were derived.
 GP0014
 GP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF691676(NAD 83)
 GP0014_MARKER: DB = BENCH MARK DISK
 GP0014_SETTING: 66 = SET IN ROCK OUTCROP
 GP0014_SP_SET: SANDSTONE OUTCROP
 GP0014_STAMPING: 5652.813 Z 30 1933
 GP0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0014+STABILITY: POSITION/ELEVATION WELL
 GP0014
 GP0014  HISTORY     - Date     Condition        Report By
 GP0014  HISTORY     - 1933     MONUMENTED       CGS
 GP0014  HISTORY     - 1934     GOOD             NGS
 GP0014  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0014  HISTORY     - 19851204 MARK NOT FOUND   USGS
 GP0014
 GP0014                          STATION DESCRIPTION
 GP0014
 GP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GP0014'3.1 MI NE FROM KAYENTA.
 GP0014'3.1 MILES NORTHEAST ALONG THE ROAD LEADING TO MEXICAN HAT, UTAH, FROM
 GP0014'THE POST OFFICE AT KAYENTA, NAVAJO COUNTY, ARIZONA, 250 FEET WEST OF
 GP0014'THE SOUTHWEST END OF A RED SANDSTONE KNOLL, 225 FEET NORTH OF A
 GP0014'GRADUAL TURN TO THE SOUTHWEST AT THE CREST OF A RISE, 10 FEET EAST OF
 GP0014'THE CENTERLINE OF THE ROAD, IN THE TOP OF A SANDSTONE OUTCROP, AND 1
 GP0014'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED 5652.813 Z 30
 GP0014'1933.
 GP0014
 GP0014                          STATION RECOVERY (1934)
 GP0014
 GP0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GP0014'RECOVERED IN GOOD CONDITION.
 GP0014
 GP0014                          STATION RECOVERY (1983)
 GP0014
 GP0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0014'MARK NOT FOUND.
 GP0014
 GP0014                          STATION RECOVERY (1985)
 GP0014
 GP0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DLH)
 GP0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0163 ***********************************************************************
 DA0163  DESIGNATION -  Z 300
 DA0163  PID         -  DA0163
 DA0163  STATE/COUNTY-  AZ/MARICOPA
 DA0163  USGS QUAD   -  LITTLE TABLE TOP (1981)
 DA0163
 DA0163                         *CURRENT SURVEY CONTROL
 DA0163  ___________________________________________________________________
 DA0163* NAD 83(1986)-  32 44 19.     (N)    112 13 45.     (W)     SCALED    
 DA0163* NAVD 88     -       591.40   (+/-2cm)    1940.3    (feet)  VERTCON   
 DA0163  ___________________________________________________________________
 DA0163  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0163
 DA0163.The horizontal coordinates were scaled from a topographic map and have
 DA0163.an estimated accuracy of +/- 6 seconds.
 DA0163
 DA0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0163.The vertical order pertains to the NGVD 29 superseded value.
 DA0163
 DA0163.The geoid height was determined by GEOID03.
 DA0163
 DA0163;                    North         East    Units  Estimated Accuracy
 DA0163;SPC AZ C     -   192,810.      184,070.      MT  (+/- 180 meters Scaled)
 DA0163
 DA0163                          SUPERSEDED SURVEY CONTROL
 DA0163
 DA0163  NGVD 29 (??/??/92)  590.738  (m)         1938.11   (f) ADJ UNCH    2 0
 DA0163
 DA0163.Superseded values are not recommended for survey control.
 DA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0163.See file dsdata.txt to determine how the superseded data were derived.
 DA0163
 DA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB848229(NAD 83)
 DA0163_MARKER: DB = BENCH MARK DISK
 DA0163_SETTING: 0 = UNSPECIFIED SETTING
 DA0163_STAMPING: Z 300 1952
 DA0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA0163
 DA0163  HISTORY     - Date     Condition        Report By
 DA0163  HISTORY     - 1952     MONUMENTED       CGS
 DA0163
 DA0163                          STATION DESCRIPTION
 DA0163
 DA0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0163'28.2 MI E FROM GILA.
 DA0163'28.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 DA0163'RAILROAD STATION AT GILA, MARICOPA COUNTY, THENCE 8.3 MILES SOUTH
 DA0163'ALONG A DIM TRACK ROAD.  0.1 MILE EAST ACROSS VEKOL WASH FROM A RANCH
 DA0163'HOUSE, AT THE QUARTER SECTION DIVIDING LINE OF SECTIONS S11 AND S14,
 DA0163'18 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.8 FEET WEST OF A FENCE
 DA0163'CORNER, AND 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 DA0163'DISK, STAMPED Z 300 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0424 ***********************************************************************
 CG0424  DESIGNATION -  Z 301
 CG0424  PID         -  CG0424
 CG0424  STATE/COUNTY-  AZ/PIMA
 CG0424  USGS QUAD   -  FRESNO WASH (1982)
 CG0424
 CG0424                         *CURRENT SURVEY CONTROL
 CG0424  ___________________________________________________________________
 CG0424* NAD 83(1986)-  31 48 04.     (N)    111 26 46.     (W)     SCALED    
 CG0424* NAVD 88     -       972.00   (+/-2cm)    3189.0    (feet)  VERTCON   
 CG0424  ___________________________________________________________________
 CG0424  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CG0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0424
 CG0424.The horizontal coordinates were scaled from a topographic map and have
 CG0424.an estimated accuracy of +/- 6 seconds.
 CG0424
 CG0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0424.The vertical order pertains to the NGVD 29 superseded value.
 CG0424
 CG0424.The geoid height was determined by GEOID03.
 CG0424
 CG0424;                    North         East    Units  Estimated Accuracy
 CG0424;SPC AZ C     -    88,910.      257,920.      MT  (+/- 180 meters Scaled)
 CG0424
 CG0424                          SUPERSEDED SURVEY CONTROL
 CG0424
 CG0424  NGVD 29 (??/??/92)  971.240  (m)         3186.48   (f) ADJ UNCH    2 0
 CG0424
 CG0424.Superseded values are not recommended for survey control.
 CG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0424.See file dsdata.txt to determine how the superseded data were derived.
 CG0424
 CG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA577184(NAD 83)
 CG0424_MARKER: DB = BENCH MARK DISK
 CG0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0424_STAMPING: Z 301 1951
 CG0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0424+STABILITY: SURFACE MOTION
 CG0424
 CG0424  HISTORY     - Date     Condition        Report By
 CG0424  HISTORY     - 1951     MONUMENTED       CGS
 CG0424  HISTORY     - 1977     GOOD             USGS
 CG0424  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CG0424
 CG0424                          STATION DESCRIPTION
 CG0424
 CG0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CG0424'22.3 MI S FROM THREE POINTS.
 CG0424'22.3 MILES SOUTH OF THE Y JUNCTION AND STATION A 113 AT THREE POINTS
 CG0424'ALONG A GRAVEL ROAD LEADING SOUTH TO SASABE, 7.4 MILES SOUTHWEST OF
 CG0424'THE PALO ALTO RANCH, 3.8 MILES SOUTHWEST OF THE STEEL BRIDGE OVER THE
 CG0424'ALTAR WASH, AT A 45 DEG ANGLE TURN IN THE POWER LINE AND WASH TURNS
 CG0424'AWAY FROM THE ROAD WITH A DIRT BANK, 91.6 FEET EAST OF THE POWER LINE
 CG0424'POLE WITH GUY WIRES, POWER LINE MAKES 45 DEG ANGLE TURN, 44 FEET
 CG0424'NORTHWEST OF THE CENTER LINE OF THE ROAD, 30 FEET WEST OF THE CENTER
 CG0424'OF THE WASH WHERE THE WASH TURNS AWAY FROM THE ROAD, 1.8 FEET NORTH OF
 CG0424'THE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 CG0424'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CG0424
 CG0424                          STATION RECOVERY (1977)
 CG0424
 CG0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0424'ALONG GRAVEL RD. LEADING S. TO SASABE SHOULD READ ALONG STATE HWY.
 CG0424'286.
 CG0424
 CG0424                          STATION RECOVERY (2001)
 CG0424
 CG0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CG0424'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0745 ***********************************************************************
 CG0745  DESIGNATION -  Z 302
 CG0745  PID         -  CG0745
 CG0745  STATE/COUNTY-  AZ/PIMA
 CG0745  USGS QUAD   -  SOUTH KOMELIK (1979)
 CG0745
 CG0745                         *CURRENT SURVEY CONTROL
 CG0745  ___________________________________________________________________
 CG0745* NAD 83(1986)-  31 44 40.     (N)    111 49 23.     (W)     SCALED    
 CG0745* NAVD 88     -       742.74   (+/-2cm)    2436.8    (feet)  VERTCON   
 CG0745  ___________________________________________________________________
 CG0745  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 CG0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0745
 CG0745.The horizontal coordinates were scaled from a topographic map and have
 CG0745.an estimated accuracy of +/- 6 seconds.
 CG0745
 CG0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0745.The vertical order pertains to the NGVD 29 superseded value.
 CG0745
 CG0745.The geoid height was determined by GEOID03.
 CG0745
 CG0745;                    North         East    Units  Estimated Accuracy
 CG0745;SPC AZ C     -    82,540.      222,230.      MT  (+/- 180 meters Scaled)
 CG0745
 CG0745                          SUPERSEDED SURVEY CONTROL
 CG0745
 CG0745  NGVD 29 (??/??/92)  742.019  (m)         2434.44   (f) ADJ UNCH    2 0
 CG0745
 CG0745.Superseded values are not recommended for survey control.
 CG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0745.See file dsdata.txt to determine how the superseded data were derived.
 CG0745
 CG0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA220124(NAD 83)
 CG0745_MARKER: DB = BENCH MARK DISK
 CG0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0745_STAMPING: Z 302 1952
 CG0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0745+STABILITY: SURFACE MOTION
 CG0745
 CG0745  HISTORY     - Date     Condition        Report By
 CG0745  HISTORY     - 1952     MONUMENTED       CGS
 CG0745  HISTORY     - 1961     GOOD             NGS
 CG0745
 CG0745                          STATION DESCRIPTION
 CG0745
 CG0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CG0745'6.0 MI NE FROM VAMORI.
 CG0745'ABOUT 5.45 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE WINDMILL
 CG0745'AND TWO WATER TANKS AT VAMORI.  THENCE 0.55 MILE SOUTHEAST ALONG A
 CG0745'ROAD LEADING TO SAN MIGUEL.  AT THE TRIANGULAR JUNCTION OF THE ROAD
 CG0745'AND A ROAD LEADING EAST, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CG0745'NORTHWEST-SOUTHEAST ROAD, 108 FEET NORTHWEST OF THE CENTER OF THE
 CG0745'SOUTHWEST POINT OF THE TRIANGULAR JUNCTION, 89 FEET SOUTH OF THE
 CG0745'CENTER OF THE WEST POINT OF THE TRIANGULAR JUNCTION, 36 FEET NORTHEAST
 CG0745'OF THE CENTER OF A WASH, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 CG0745'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CG0745'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1308 ***********************************************************************
 CZ1308  DESIGNATION -  Z 303
 CZ1308  PID         -  CZ1308
 CZ1308  STATE/COUNTY-  AZ/PINAL
 CZ1308  USGS QUAD   -  ELOY NW (1981)
 CZ1308
 CZ1308                         *CURRENT SURVEY CONTROL
 CZ1308  ___________________________________________________________________
 CZ1308* NAD 83(1986)-  32 38 48.     (N)    111 38 14.     (W)     SCALED    
 CZ1308* NAVD 88     -       483.191  (meters)    1585.27   (feet)  ADJUSTED  
 CZ1308  ___________________________________________________________________
 CZ1308  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CZ1308  DYNAMIC HT  -         482.577 (meters)    1583.25  (feet)  COMP
 CZ1308  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 CZ1308
 CZ1308  VERT ORDER  -  FIRST     CLASS II
 CZ1308
 CZ1308.The horizontal coordinates were scaled from a topographic map and have
 CZ1308.an estimated accuracy of +/- 6 seconds.
 CZ1308
 CZ1308.The orthometric height was determined by differential leveling
 CZ1308.and adjusted in November 1993.
 CZ1308
 CZ1308.The geoid height was determined by GEOID03.
 CZ1308
 CZ1308.The dynamic height is computed by dividing the NAVD 88
 CZ1308.geopotential number by the normal gravity value computed on the
 CZ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1308.degrees latitude (g = 980.6199 gals.).
 CZ1308
 CZ1308.The modeled gravity was interpolated from observed gravity values.
 CZ1308
 CZ1308;                    North         East    Units  Estimated Accuracy
 CZ1308;SPC AZ C     -   182,610.      239,580.      MT  (+/- 180 meters Scaled)
 CZ1308
 CZ1308                          SUPERSEDED SURVEY CONTROL
 CZ1308
 CZ1308  NGVD 29 (??/??/92)  485.400  (m)         1592.52   (f) ADJ UNCH    1 2
 CZ1308
 CZ1308.Superseded values are not recommended for survey control.
 CZ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1308.See file dsdata.txt to determine how the superseded data were derived.
 CZ1308
 CZ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB402122(NAD 83)
 CZ1308_MARKER: DB = BENCH MARK DISK
 CZ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1308_SP_SET: CONCRETE POST
 CZ1308_STAMPING: Z 303 1951
 CZ1308_MARK LOGO: CGS   
 CZ1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1308+STABILITY: SURFACE MOTION
 CZ1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1308+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 CZ1308
 CZ1308  HISTORY     - Date     Condition        Report By
 CZ1308  HISTORY     - 1951     MONUMENTED       CGS
 CZ1308  HISTORY     - 1966     GOOD             NGS
 CZ1308  HISTORY     - 19911212 GOOD             NGS
 CZ1308  HISTORY     - 20061201 GOOD             GEOCAC
 CZ1308  HISTORY     - 20080518 GOOD             GEOCAC
 CZ1308
 CZ1308                          STATION DESCRIPTION
 CZ1308
 CZ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CZ1308'11.2 MI S FROM TOLTEC.
 CZ1308'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1308'RAILROAD STATION AT TOLTEC, THENCE 10 MILES SOUTH ALONG TOLTEC
 CZ1308'HIGHWAY, THENCE 1 MILE WEST ALONG PRETZER ROAD AT THE INTERSECTION OF
 CZ1308'A NORTH-SOUTH DIRT ROAD, AND AT THE CROSSING OF A NORTH-SOUTH HIGH
 CZ1308'TENSION LINE WITH DUAL POLES, BETWEEN TWO HIGH TENSION POLES, 255 FEET
 CZ1308'NORTH OF THE CENTER LINE OF PRETZER ROAD, 47 FEET EAST OF THE CENTER
 CZ1308'LINE OF THE DIRT ROAD, 3.4 FEET EAST OF THE WEST POLE, 2.6 FEET WEST
 CZ1308'OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN A
 CZ1308'CONCRETE POST PROJECTING 0.5 FOOT.
 CZ1308
 CZ1308                          STATION RECOVERY (1966)
 CZ1308
 CZ1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1308'RECOVERED IN GOOD CONDITION.
 CZ1308
 CZ1308                          STATION RECOVERY (1991)
 CZ1308
 CZ1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CZ1308'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1308'ELOY, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1308'THENCE 11.4 KM (7.10 MI) SOUTHERLY ALONG SUNSHINE BOULEVARD, THENCE
 CZ1308'8.1 KM (5.05 MI) WESTERLY ALONG PRETZER ROAD, 77.7 M (254.9 FT) NORTH
 CZ1308'OF THE ROAD CENTER, 16.2 M (53.1 FT) EAST OF AND LEVEL WITH THE
 CZ1308'CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) EAST OF THE WEST LEG OF A
 CZ1308'DOUBLE UTILITY POLE, 0.8 M (2.6 FT) WEST OF A 4 BY 4 WOODEN WITNESS
 CZ1308'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 CZ1308'SURFACE.
 CZ1308
 CZ1308                          STATION RECOVERY (2006)
 CZ1308
 CZ1308'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CZ1308'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 CZ1308'THE DESCRIPTION   THE GRAVELED ROAD IS S. TOLTEC BUTTES ROAD. HANDHELD
 CZ1308'COORDINATES
 CZ1308'32 28 48.96 (N)   111 38 14.70 (W)  (NAD 83).
 CZ1308
 CZ1308                          STATION RECOVERY (2008)
 CZ1308
 CZ1308'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CZ1308'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CZ1308'38.816' W111 38.243'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1283 ***********************************************************************
 CZ1283  DESIGNATION -  Z 304
 CZ1283  PID         -  CZ1283
 CZ1283  STATE/COUNTY-  AZ/PINAL
 CZ1283  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1283
 CZ1283                         *CURRENT SURVEY CONTROL
 CZ1283  ___________________________________________________________________
 CZ1283* NAD 83(1986)-  32 31 04.     (N)    111 45 28.     (W)     SCALED    
 CZ1283* NAVD 88     -       500.90   (+/-2cm)    1643.4    (feet)  VERTCON   
 CZ1283  ___________________________________________________________________
 CZ1283  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ1283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1283
 CZ1283.The horizontal coordinates were scaled from a topographic map and have
 CZ1283.an estimated accuracy of +/- 6 seconds.
 CZ1283
 CZ1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1283.The vertical order pertains to the NGVD 29 superseded value.
 CZ1283
 CZ1283.The geoid height was determined by GEOID03.
 CZ1283
 CZ1283;                    North         East    Units  Estimated Accuracy
 CZ1283;SPC AZ C     -   168,290.      228,290.      MT  (+/- 180 meters Scaled)
 CZ1283
 CZ1283                          SUPERSEDED SURVEY CONTROL
 CZ1283
 CZ1283  NGVD 29 (??/??/92)  500.350  (m)         1641.57   (f) ADJ UNCH    2 0
 CZ1283
 CZ1283.Superseded values are not recommended for survey control.
 CZ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1283.See file dsdata.txt to determine how the superseded data were derived.
 CZ1283
 CZ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA288980(NAD 83)
 CZ1283_MARKER: DB = BENCH MARK DISK
 CZ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1283_STAMPING: Z 304 1952
 CZ1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1283+STABILITY: SURFACE MOTION
 CZ1283
 CZ1283  HISTORY     - Date     Condition        Report By
 CZ1283  HISTORY     - 1952     MONUMENTED       CGS
 CZ1283  HISTORY     - 1977     GOOD             USGS
 CZ1283
 CZ1283                          STATION DESCRIPTION
 CZ1283
 CZ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ1283'25.7 MI SW FROM TOLTEC.
 CZ1283'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC
 CZ1283'RAILROAD STATION AT TOLTEC, THENCE 10.0 MILES SOUTH ALONG TOLTEC
 CZ1283'HIGHWAY, THENCE 3.0 MILES WEST ALONG PRETZER ROAD, THENCE 5.6 MILES
 CZ1283'SOUTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED ROAD,
 CZ1283'THENCE 5.9 MILES SOUTHWEST ALONG A DIRT ROAD, AT A POINT WHERE THE
 CZ1283'ROAD PASSES THROUGH A WIRE GATE, 31 FEET NORTH OF THE CENTER LINE OF
 CZ1283'THE ROAD AND THE GATE, 1.7 FEET EAST OF A NORTHSOUTH FENCE LINE, 2.3
 CZ1283'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CZ1283'PROJECTING 0.7 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1283
 CZ1283                          STATION RECOVERY (1977)
 CZ1283
 CZ1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1283'TOLTEC, 0.2 MI SE OF ALONG STATE HWY. 84 FROM SPRR STATION AT TOLTEC,
 CZ1283'THENCE 10.0 MI S. ALONG THE TOLTEC HWY., THENCE 3.0 MI W. ALONG
 CZ1283'PRETZER RD., THENCE 5.6 MI S. AND 1.0 MI W. ALONG A GRADED RD.,
 CZ1283'THENCE 1.0 MI S., 3.6 MI SW. AND 1.1 MI S. ALONG A TRACK RD., THENCE
 CZ1283'0.85 MI W. ALONG A TRACK RD., THENCE 0.75 MI N. ALONG A FENCE LINE.
 CZ1283'31 FT N. OF THE CENTER OF A WASH, 1.7 FT E. OF THE FENCE LINE, AND 2
 CZ1283'FT S. OF A WITNESS POST. A USC AND GS BRASS DISK SET IN THE TOP OF A
 CZ1283'CONCRETE POST THAT PROJECTS UP 0.9 FT STAMPED Z 304 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0643 ***********************************************************************
 CG0643  DESIGNATION -  Z 305
 CG0643  PID         -  CG0643
 CG0643  STATE/COUNTY-  AZ/PIMA
 CG0643  USGS QUAD   -  SAN JUAN SPRING (1979)
 CG0643
 CG0643                         *CURRENT SURVEY CONTROL
 CG0643  ___________________________________________________________________
 CG0643* NAD 83(1986)-  31 58 37.     (N)    111 41 53.     (W)     SCALED    
 CG0643* NAVD 88     -       906.04   (+/-2cm)    2972.6    (feet)  VERTCON   
 CG0643  ___________________________________________________________________
 CG0643  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CG0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0643
 CG0643.The horizontal coordinates were scaled from a topographic map and have
 CG0643.an estimated accuracy of +/- 6 seconds.
 CG0643
 CG0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0643.The vertical order pertains to the NGVD 29 superseded value.
 CG0643
 CG0643.The geoid height was determined by GEOID03.
 CG0643
 CG0643;                    North         East    Units  Estimated Accuracy
 CG0643;SPC AZ C     -   108,330.      234,020.      MT  (+/- 180 meters Scaled)
 CG0643
 CG0643                          SUPERSEDED SURVEY CONTROL
 CG0643
 CG0643  NGVD 29 (??/??/92)  905.299  (m)         2970.14   (f) ADJ UNCH    2 0
 CG0643
 CG0643.Superseded values are not recommended for survey control.
 CG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0643.See file dsdata.txt to determine how the superseded data were derived.
 CG0643
 CG0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA340380(NAD 83)
 CG0643_MARKER: DB = BENCH MARK DISK
 CG0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0643_STAMPING: Z 305 1952
 CG0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0643+STABILITY: SURFACE MOTION
 CG0643
 CG0643  HISTORY     - Date     Condition        Report By
 CG0643  HISTORY     - 1952     MONUMENTED       CGS
 CG0643
 CG0643                          STATION DESCRIPTION
 CG0643
 CG0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0643'14.35 MI E FROM SELLS.
 CG0643'1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SELLS,
 CG0643'THENCE 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 86, THENCE 1.25 MILES
 CG0643'SOUTH ALONG THE BABOQUIVARI FOOT HILLS ROAD, 33 FEET EAST OF THE
 CG0643'CENTER LINE OF THE ROAD, 30 1/2 FEET WEST OF A DIM TRACK ROAD LEADING
 CG0643'SOUTH PARALLEL WITH THE MAIN ROAD, 2.2 FEET NORTH OF A WITNESS POST,
 CG0643'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 CG0643'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0713 ***********************************************************************
 CG0713  DESIGNATION -  Z 306
 CG0713  PID         -  CG0713
 CG0713  STATE/COUNTY-  AZ/PIMA
 CG0713  USGS QUAD   -  PRESUMIDO PEAK (1984)
 CG0713
 CG0713                         *CURRENT SURVEY CONTROL
 CG0713  ___________________________________________________________________
 CG0713* NAD 83(1986)-  31 32 22.     (N)    111 36 09.     (W)     SCALED    
 CG0713* NAVD 88     -      1103.60   (+/-2cm)    3620.7    (feet)  VERTCON   
 CG0713  ___________________________________________________________________
 CG0713  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CG0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0713
 CG0713.The horizontal coordinates were scaled from a topographic map and have
 CG0713.an estimated accuracy of +/- 6 seconds.
 CG0713
 CG0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0713.The vertical order pertains to the NGVD 29 superseded value.
 CG0713
 CG0713.The geoid height was determined by GEOID03.
 CG0713
 CG0713;                    North         East    Units  Estimated Accuracy
 CG0713;SPC AZ C     -    59,850.      243,190.      MT  (+/- 180 meters Scaled)
 CG0713
 CG0713                          SUPERSEDED SURVEY CONTROL
 CG0713
 CG0713  NGVD 29 (??/??/92) 1102.798  (m)         3618.10   (f) ADJ UNCH    2 0
 CG0713
 CG0713.Superseded values are not recommended for survey control.
 CG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0713.See file dsdata.txt to determine how the superseded data were derived.
 CG0713
 CG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV428895(NAD 83)
 CG0713_MARKER: DB = BENCH MARK DISK
 CG0713_SETTING: 66 = SET IN ROCK OUTCROP
 CG0713_SP_SET: GRANITE OUTCROP
 CG0713_STAMPING: Z 306 1952
 CG0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0713+STABILITY: POSITION/ELEVATION WELL
 CG0713
 CG0713  HISTORY     - Date     Condition        Report By
 CG0713  HISTORY     - 1952     MONUMENTED       CGS
 CG0713  HISTORY     - 1975     GOOD             USGS
 CG0713
 CG0713                          STATION DESCRIPTION
 CG0713
 CG0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0713'11.9 MI NW FROM SASABE.
 CG0713'4.8 MILES NORTH ALONG THE TUCSON-SASABE ROAD FROM THE SCHOOL HOUSE AT
 CG0713'SASABE, THENCE 4.3 MILES WEST ALONG A DIRT ROAD TO A GATE AND FENCE,
 CG0713'THENCE 2.8 MILES SOUTH ALONG A DIRT ROAD, AT THE TOP OF A RIDGE, ABOUT
 CG0713'0.3 MILE SOUTHWEST OF THE PRESUMIDO RANCH HOUSE, 42.0 FEET SOUTH OF
 CG0713'THE CENTER LINE OF A ROCK PILE, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 CG0713'AND SET IN THE TOP OF A LARGE GRANITE OUTCROP.
 CG0713
 CG0713                          STATION RECOVERY (1975)
 CG0713
 CG0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CG0713'SASABE, 3.9 MI N. OF ALONG STATE HWY. 286 FROM POST OFFICE, THENCE
 CG0713'2.7 MI W. ALONG DIRT RD. TO T-RD. N., THENCE 3.0 MI N. ALONG MAIN
 CG0713'DIRT RD. TO T-RD., THENCE 2.7 MI S. (LEFT) (ABOUT 1.75 MI S. OF
 CG0713'PRESUMIDO PASS), AT TOP OF SMALL RIDGE. 38 FT S. OF RD. SET IN ROCK
 CG0713'OUTCROP 1.5 FT HIGHER THAN RD. STANDARD DISK STAMPED Z 306 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0128 ***********************************************************************
 CH0128  DESIGNATION -  Z 307
 CH0128  PID         -  CH0128
 CH0128  STATE/COUNTY-  AZ/PIMA
 CH0128  USGS QUAD   -  QUITOBAQUITO SPRINGS (1988)
 CH0128
 CH0128                         *CURRENT SURVEY CONTROL
 CH0128  ___________________________________________________________________
 CH0128* NAD 83(1986)-  31 56 32.     (N)    113 00 43.     (W)     SCALED    
 CH0128* NAVD 88     -       345.42   (+/-2cm)    1133.3    (feet)  VERTCON   
 CH0128  ___________________________________________________________________
 CH0128  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 CH0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0128
 CH0128.The horizontal coordinates were scaled from a topographic map and have
 CH0128.an estimated accuracy of +/- 6 seconds.
 CH0128
 CH0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0128.The vertical order pertains to the NGVD 29 superseded value.
 CH0128
 CH0128.The geoid height was determined by GEOID03.
 CH0128
 CH0128;                    North         East    Units  Estimated Accuracy
 CH0128;SPC AZ C     -   104,990.      109,810.      MT  (+/- 180 meters Scaled)
 CH0128
 CH0128                          SUPERSEDED SURVEY CONTROL
 CH0128
 CH0128  NGVD 29 (??/??/92)  344.720  (m)         1130.97   (f) ADJ UNCH    2 0
 CH0128
 CH0128.Superseded values are not recommended for survey control.
 CH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0128.See file dsdata.txt to determine how the superseded data were derived.
 CH0128
 CH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA098357(NAD 83)
 CH0128_MARKER: DB = BENCH MARK DISK
 CH0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0128_STAMPING: Z 307 1952
 CH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0128+STABILITY: SURFACE MOTION
 CH0128
 CH0128  HISTORY     - Date     Condition        Report By
 CH0128  HISTORY     - 1952     MONUMENTED       CGS
 CH0128
 CH0128                          STATION DESCRIPTION
 CH0128
 CH0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CH0128'15.0 MI NW FROM LUKEVILLE.
 CH0128'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 CH0128'AND STORE AT LUKEVILLE TO ROAD JUNCTION, THENCE 14.05 MILES WEST TO
 CH0128'QUITOVOQUITO, 1.0 MILE NORTHWEST OF A 308, AT THE Y JUNCTION OF THE
 CH0128'ROAD LEADING FROM QUITOVOQUITO TO BATES WELL AND AJO AND THE ROAD
 CH0128'LEADING EAST TO SONOYTA, 74 FEET SOUTH OF THE CENTERLINE OF AJO ROAD,
 CH0128'64 FEET SOUTHWEST OF THE CENTERLINE OF THE SONOYTA ROAD, 2.3 FEET
 CH0128'NORTH OF THE WITNESS POST, IN A CONCRETE POST PROJECTING 0.5 FOOT, AND
 CH0128'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0439 ***********************************************************************
 DA0439  DESIGNATION -  Z 308
 DA0439  PID         -  DA0439
 DA0439  STATE/COUNTY-  AZ/PIMA
 DA0439  USGS QUAD   -  KINO PEAK (1990)
 DA0439
 DA0439                         *CURRENT SURVEY CONTROL
 DA0439  ___________________________________________________________________
 DA0439* NAD 83(1986)-  32 03 15.     (N)    112 55 01.     (W)     SCALED    
 DA0439* NAVD 88     -       482.37   (+/-2cm)    1582.6    (feet)  VERTCON   
 DA0439  ___________________________________________________________________
 DA0439  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DA0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0439
 DA0439.The horizontal coordinates were scaled from a topographic map and have
 DA0439.an estimated accuracy of +/- 6 seconds.
 DA0439
 DA0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0439.The vertical order pertains to the NGVD 29 superseded value.
 DA0439
 DA0439.The geoid height was determined by GEOID03.
 DA0439
 DA0439;                    North         East    Units  Estimated Accuracy
 DA0439;SPC AZ C     -   117,310.      118,900.      MT  (+/- 180 meters Scaled)
 DA0439
 DA0439                          SUPERSEDED SURVEY CONTROL
 DA0439
 DA0439  NGVD 29 (??/??/92)  481.647  (m)         1580.20   (f) ADJ UNCH    2 0
 DA0439
 DA0439.Superseded values are not recommended for survey control.
 DA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0439.See file dsdata.txt to determine how the superseded data were derived.
 DA0439
 DA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA190480(NAD 83)
 DA0439_MARKER: DB = BENCH MARK DISK
 DA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0439_STAMPING: Z 308 1952
 DA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0439+STABILITY: SURFACE MOTION
 DA0439
 DA0439  HISTORY     - Date     Condition        Report By
 DA0439  HISTORY     - 1952     MONUMENTED       CGS
 DA0439
 DA0439                          STATION DESCRIPTION
 DA0439
 DA0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0439'26.8 MI NW FROM LUKEVILLE.
 DA0439'0.95 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE
 DA0439'AND STORE AT LUKEVILLE, THENCE 14.05 MILES WEST ALONG A ROAD LEADING
 DA0439'TO QUITOVIQUITO TO A Y JUNCTION, THENCE 0.45 MILES NORTH ALONG A ROAD
 DA0439'LEADING NORTH TO BATES WELL AND AJO TO A Y JUNCTION, THENCE 7.7 MILES
 DA0439'NORTHEAST ALONG A ROAD LEADING TO DRIPPING SPRINGS, THENCE 3.65 MILES
 DA0439'NORTH AND NORTHEAST ALONG A ROAD LEADING TO GROWLER CANYON, AT A POINT
 DA0439'WHERE THE ROAD CROSSES A SMALL WASH, 58 FEET WEST OF THE CENTER OF THE
 DA0439'ROAD AND WASH, 21 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.2
 DA0439'FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 DA0439'IN A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0371 ***********************************************************************
 DA0371  DESIGNATION -  Z 309
 DA0371  PID         -  DA0371
 DA0371  STATE/COUNTY-  AZ/PIMA
 DA0371  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA0371
 DA0371                         *CURRENT SURVEY CONTROL
 DA0371  ___________________________________________________________________
 DA0371* NAD 83(1986)-  32 00 51.     (N)    112 46 35.     (W)     SCALED    
 DA0371* NAVD 88     -       565.11   (+/-2cm)    1854.0    (feet)  VERTCON   
 DA0371  ___________________________________________________________________
 DA0371  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DA0371  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA0371
 DA0371.The horizontal coordinates were scaled from a topographic map and have
 DA0371.an estimated accuracy of +/- 6 seconds.
 DA0371
 DA0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0371.The vertical order pertains to the NGVD 29 superseded value.
 DA0371
 DA0371.The geoid height was determined by GEOID03.
 DA0371
 DA0371;                    North         East    Units  Estimated Accuracy
 DA0371;SPC AZ C     -   112,760.      132,140.      MT  (+/- 180 meters Scaled)
 DA0371
 DA0371                          SUPERSEDED SURVEY CONTROL
 DA0371
 DA0371  NGVD 29 (??/??/92)  564.360  (m)         1851.57   (f) ADJ UNCH    1 2
 DA0371
 DA0371.Superseded values are not recommended for survey control.
 DA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0371.See file dsdata.txt to determine how the superseded data were derived.
 DA0371
 DA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA322433(NAD 83)
 DA0371_MARKER: DB = BENCH MARK DISK
 DA0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0371_STAMPING: Z 309 1952
 DA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0371+STABILITY: SURFACE MOTION
 DA0371
 DA0371  HISTORY     - Date     Condition        Report By
 DA0371  HISTORY     - 1952     MONUMENTED       CGS
 DA0371  HISTORY     - 1953     GOOD             NGS
 DA0371
 DA0371                          STATION DESCRIPTION
 DA0371
 DA0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DA0371'10.6 MI N FROM LUKEVILLE.
 DA0371'5.1 MILES NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
 DA0371'LUKEVILLE, THENCE 0.1 MILE EAST ALONG A TRACK ROAD, THENCE 5.4 MILES
 DA0371'NORTH ALONG THE OLD SONOYTA-AJO ROAD, 47 1/2 FEET EAST OF THE CENTER
 DA0371'OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, 2.0 FEET WEST OF
 DA0371'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0371'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0513 ***********************************************************************
 ES0513  DESIGNATION -  Z 31
 ES0513  PID         -  ES0513
 ES0513  STATE/COUNTY-  AZ/COCONINO
 ES0513  USGS QUAD   -  MUNDS PARK (1974)
 ES0513
 ES0513                         *CURRENT SURVEY CONTROL
 ES0513  ___________________________________________________________________
 ES0513* NAD 83(1986)-  34 59 26.     (N)    111 44 31.     (W)     SCALED    
 ES0513* NAVD 88     -      1625.409  (meters)    5332.70   (feet)  ADJUSTED  
 ES0513  ___________________________________________________________________
 ES0513  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 ES0513  DYNAMIC HT  -        1623.217 (meters)    5325.50  (feet)  COMP
 ES0513  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 ES0513
 ES0513  VERT ORDER  -  FIRST     CLASS II
 ES0513
 ES0513.The horizontal coordinates were scaled from a topographic map and have
 ES0513.an estimated accuracy of +/- 6 seconds.
 ES0513
 ES0513.The orthometric height was determined by differential leveling
 ES0513.and adjusted in June 1991.
 ES0513
 ES0513.The geoid height was determined by GEOID03.
 ES0513
 ES0513.The dynamic height is computed by dividing the NAVD 88
 ES0513.geopotential number by the normal gravity value computed on the
 ES0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0513.degrees latitude (g = 980.6199 gals.).
 ES0513
 ES0513.The modeled gravity was interpolated from observed gravity values.
 ES0513
 ES0513;                    North         East    Units  Estimated Accuracy
 ES0513;SPC AZ C     -   442,540.      229,310.      MT  (+/- 180 meters Scaled)
 ES0513
 ES0513                          SUPERSEDED SURVEY CONTROL
 ES0513
 ES0513  NGVD 29 (??/??/92) 1624.509  (m)         5329.74   (f) ADJ UNCH    1 2
 ES0513
 ES0513.Superseded values are not recommended for survey control.
 ES0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0513.See file dsdata.txt to determine how the superseded data were derived.
 ES0513
 ES0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD322722(NAD 83)
 ES0513_MARKER: DB = BENCH MARK DISK
 ES0513_SETTING: 80 = SET IN A BOULDER
 ES0513_SP_SET: BOULDER
 ES0513_STAMPING: 5329.743 Z31 1933
 ES0513_MARK LOGO: CGS   
 ES0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0513+STABILITY: SURFACE MOTION
 ES0513
 ES0513  HISTORY     - Date     Condition        Report By
 ES0513  HISTORY     - 1933     MONUMENTED       CGS
 ES0513  HISTORY     - 1933     GOOD             NGS
 ES0513  HISTORY     - 1982     GOOD             NGS
 ES0513
 ES0513                          STATION DESCRIPTION
 ES0513
 ES0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ES0513'11.2 MI N FROM SEDONA.
 ES0513'ABOUT 11.2 MILES NORTH ALONG STATE HIGHWAY 79 FROM SEDONA, COCONINO
 ES0513'COUNTY, AT THE CALL OF THE CANYON RESORT, ABOUT 130 FEET NORTHWEST OF
 ES0513'THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTHEAST OF A BRICK SERVICE
 ES0513'STATION, IN THE TOP OF A SANDSTONE BOULDER, AND ABOUT 1 FOOT ABOVE THE
 ES0513'GROUND.  A STANDARD DISK, STAMPED 5329.743 Z 31 1933.
 ES0513
 ES0513                          STATION RECOVERY (1982)
 ES0513
 ES0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ES0513'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 ES0513'17.0 KM (10.6 MI) NORTH ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0513'OFFICE IN SEDONA, IN TOP OF THE NORTH END OF A 3 BY 6 FOOT BOULDER AND
 ES0513'BETWEEN THREE TREES NO MORE THAN 6 FEET APART, 54.2 METERS (178.0 FT)
 ES0513'NORTHWEST OF THE HIGHWAY CENTERLINE, 17.6 METERS (58.0 FT) NORTH OF A
 ES0513'ROAD TO A PARKING AREA, 8.2 METERS (27.0 FT) WEST OF A POWER POLE WITH
 ES0513'A TRANSFORMER, 0.6 METER (2.0 FT) EAST OF A TRIPLE FORKED TREE.
 ES0513'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GO0110 ***********************************************************************
 GO0110  DESIGNATION -  Z 31
 GO0110  PID         -  GO0110
 GO0110  STATE/COUNTY-  AZ/APACHE
 GO0110  USGS QUAD   -  ROUGH ROCK NW (1968)
 GO0110
 GO0110                         *CURRENT SURVEY CONTROL
 GO0110  ___________________________________________________________________
 GO0110* NAD 83(1986)-  36 29 43.     (N)    109 57 24.     (W)     SCALED    
 GO0110* NAVD 88     -      1854.593  (meters)    6084.61   (feet)  ADJUSTED  
 GO0110  ___________________________________________________________________
 GO0110  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GO0110  DYNAMIC HT  -        1852.183 (meters)    6076.70  (feet)  COMP
 GO0110  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 GO0110
 GO0110  VERT ORDER  -  FIRST     CLASS II
 GO0110
 GO0110.The horizontal coordinates were scaled from a topographic map and have
 GO0110.an estimated accuracy of +/- 6 seconds.
 GO0110
 GO0110.The orthometric height was determined by differential leveling
 GO0110.and adjusted in June 1991.
 GO0110
 GO0110.The geoid height was determined by GEOID03.
 GO0110
 GO0110.The dynamic height is computed by dividing the NAVD 88
 GO0110.geopotential number by the normal gravity value computed on the
 GO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0110.degrees latitude (g = 980.6199 gals.).
 GO0110
 GO0110.The modeled gravity was interpolated from observed gravity values.
 GO0110
 GO0110;                    North         East    Units  Estimated Accuracy
 GO0110;SPC AZ E     -   609,490.      232,170.      MT  (+/- 180 meters Scaled)
 GO0110
 GO0110                          SUPERSEDED SURVEY CONTROL
 GO0110
 GO0110  NGVD 29 (??/??/92) 1853.574  (m)         6081.27   (f) ADJ UNCH    1 2
 GO0110
 GO0110.Superseded values are not recommended for survey control.
 GO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0110.See file dsdata.txt to determine how the superseded data were derived.
 GO0110
 GO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF934393(NAD 83)
 GO0110_MARKER: DB = BENCH MARK DISK
 GO0110_SETTING: 66 = SET IN ROCK OUTCROP
 GO0110_SP_SET: SET IN ROCK OUTCROP
 GO0110_STAMPING: 6081.267 Z 31 1933
 GO0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0110+STABILITY: POSITION/ELEVATION WELL
 GO0110
 GO0110  HISTORY     - Date     Condition        Report By
 GO0110  HISTORY     - 1933     MONUMENTED       CGS
 GO0110  HISTORY     - 1970     GOOD             USGS
 GO0110
 GO0110                          STATION DESCRIPTION
 GO0110
 GO0110'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GO0110'27.0 MI SE FROM KAYENTA.
 GO0110'IN APACHE COUNTY, 27.0 MILES SOUTHEAST OF THE POST OFFICE AT KAYENTA,
 GO0110'13.6 MILES NORTHWEST OF ROUGH ROCK DEMONSTRATION SCHOOL ALONG MAIN
 GO0110'ROAD TO KAYENTA, 3.6 MILES WEST OF EAST END OF OLD PAVED ROAD, AT
 GO0110'BEGINNING OF BROAD CURVE, APPROXIMATELY 0.1 MILES SOUTH OF THE CREST
 GO0110'OF A SOUTHERN SLOPE, 150 FEET SOUTH OF THE NORTHERN CORNER OF A GROVE
 GO0110'OF PINION PINES, 97 FEET EAST OF A SMALL WASH, 56 FEET EAST OF AND 1.5
 GO0110'FEET LOWER THAN CENTER LINE OF ROAD, IN A SMALL FLAT SANDSTONE
 GO0110'OUTCROP.  A STANDARD DISK, STAMPED 6081.267 Z 31 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0274 ***********************************************************************
 DA0274  DESIGNATION -  Z 310
 DA0274  PID         -  DA0274
 DA0274  STATE/COUNTY-  AZ/PIMA
 DA0274  USGS QUAD   -  SANTA ROSA (1990)
 DA0274
 DA0274                         *CURRENT SURVEY CONTROL
 DA0274  ___________________________________________________________________
 DA0274* NAD 83(1986)-  32 19 28.     (N)    112 01 51.     (W)     SCALED    
 DA0274* NAVD 88     -       546.09   (+/-2cm)    1791.6    (feet)  VERTCON   
 DA0274  ___________________________________________________________________
 DA0274  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0274
 DA0274.The horizontal coordinates were scaled from a topographic map and have
 DA0274.an estimated accuracy of +/- 6 seconds.
 DA0274
 DA0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0274.The vertical order pertains to the NGVD 29 superseded value.
 DA0274
 DA0274.The geoid height was determined by GEOID03.
 DA0274
 DA0274;                    North         East    Units  Estimated Accuracy
 DA0274;SPC AZ C     -   146,850.      202,610.      MT  (+/- 180 meters Scaled)
 DA0274
 DA0274                          SUPERSEDED SURVEY CONTROL
 DA0274
 DA0274  NGVD 29 (??/??/92)  545.461  (m)         1789.57   (f) ADJ UNCH    2 0
 DA0274
 DA0274.Superseded values are not recommended for survey control.
 DA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0274.See file dsdata.txt to determine how the superseded data were derived.
 DA0274
 DA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA029768(NAD 83)
 DA0274_MARKER: DB = BENCH MARK DISK
 DA0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0274_STAMPING: Z 310 1952
 DA0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0274+STABILITY: SURFACE MOTION
 DA0274
 DA0274  HISTORY     - Date     Condition        Report By
 DA0274  HISTORY     - 1952     MONUMENTED       CGS
 DA0274  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0274
 DA0274                          STATION DESCRIPTION
 DA0274
 DA0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0274'0.45 MI E FROM SANTA ROSA.
 DA0274'0.45 MILE EAST ALONG A DIM TRACK ROAD FROM THE SCHOOL AT SANTA ROSA,
 DA0274'ABOUT 125 YARDS NORTHEWEST OF THE NORTHEAST CORNER OF A FENCE AROUND A
 DA0274'RESERVOIR, ABOUT 100 YARDS NORTHEAST OF THE NORTHWEST END OF A LEVEE
 DA0274'WHICH EXTENDS FROM THE RESERVOIR, 12 FEET NORTH OF THE CENTER LINE OF
 DA0274'AND ABOUT LEVEL WITH THE ROAD, 9.3 FEET EAST OF A LONE 8 INCH IRONWOOD
 DA0274'TREE, 2.9 FEET WEST OF A WITNESS POST, AND SET IN A CONCRETE POST
 DA0274'PROJECTING 0.6 FOOT.
 DA0274
 DA0274                          STATION RECOVERY (1988)
 DA0274
 DA0274'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 DA0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0918 ***********************************************************************
 CZ0918  DESIGNATION -  Z 311
 CZ0918  PID         -  CZ0918
 CZ0918  STATE/COUNTY-  AZ/PIMA
 CZ0918  USGS QUAD   -  QUEENS WELL (1989)
 CZ0918
 CZ0918                         *CURRENT SURVEY CONTROL
 CZ0918  ___________________________________________________________________
 CZ0918* NAD 83(1986)-  32 21 40.     (N)    111 42 07.     (W)     SCALED    
 CZ0918* NAVD 88     -       570.80   (+/-2cm)    1872.7    (feet)  VERTCON   
 CZ0918  ___________________________________________________________________
 CZ0918  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 CZ0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0918
 CZ0918.The horizontal coordinates were scaled from a topographic map and have
 CZ0918.an estimated accuracy of +/- 6 seconds.
 CZ0918
 CZ0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0918.The vertical order pertains to the NGVD 29 superseded value.
 CZ0918
 CZ0918.The geoid height was determined by GEOID03.
 CZ0918
 CZ0918;                    North         East    Units  Estimated Accuracy
 CZ0918;SPC AZ C     -   150,930.      233,570.      MT  (+/- 180 meters Scaled)
 CZ0918
 CZ0918                          SUPERSEDED SURVEY CONTROL
 CZ0918
 CZ0918  NGVD 29 (??/??/92)  570.231  (m)         1870.83   (f) ADJ UNCH    2 0
 CZ0918
 CZ0918.Superseded values are not recommended for survey control.
 CZ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0918.See file dsdata.txt to determine how the superseded data were derived.
 CZ0918
 CZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA339806(NAD 83)
 CZ0918_MARKER: DB = BENCH MARK DISK
 CZ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0918_STAMPING: Z 311 1952
 CZ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0918+STABILITY: SURFACE MOTION
 CZ0918
 CZ0918  HISTORY     - Date     Condition        Report By
 CZ0918  HISTORY     - 1952     MONUMENTED       CGS
 CZ0918
 CZ0918                          STATION DESCRIPTION
 CZ0918
 CZ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0918'10.5 MI SW FROM SILVE BELL CEMETERY.
 CZ0918'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0918'THENCE 7.8 MILES SOUTHWEST ALONG A DIM TRACK ROAD, ABOUT 1 1/2 MILES
 CZ0918'WEST NORTHWEST OF THE WIND MILL AT AQUIRES WELL, AT A WATER SOAKED
 CZ0918'BOTTOM LAND CLEARING SURROUNDED WITH MESQUITE, 20 FEET WEST OF THE
 CZ0918'CENTER LINE OF AND ABOUT LEVEL WITH THE ROAD, 2.8 FEET NORTHEAST OF
 CZ0918'THE WITNESS POST, AND SET IN A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0355 ***********************************************************************
 CG0355  DESIGNATION -  Z 312
 CG0355  PID         -  CG0355
 CG0355  STATE/COUNTY-  AZ/PIMA
 CG0355  USGS QUAD   -  THE NARROWS (1981)
 CG0355
 CG0355                         *CURRENT SURVEY CONTROL
 CG0355  ___________________________________________________________________
 CG0355* NAD 83(1986)-  31 58 29.     (N)    110 31 28.     (W)     SCALED    
 CG0355* NAVD 88     -      1155.19   (+/-2cm)    3790.0    (feet)  VERTCON   
 CG0355  ___________________________________________________________________
 CG0355  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CG0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0355
 CG0355.The horizontal coordinates were scaled from a topographic map and have
 CG0355.an estimated accuracy of +/- 6 seconds.
 CG0355
 CG0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0355.The vertical order pertains to the NGVD 29 superseded value.
 CG0355
 CG0355.The geoid height was determined by GEOID03.
 CG0355
 CG0355;                    North         East    Units  Estimated Accuracy
 CG0355;SPC AZ C     -   108,910.      344,940.      MT  (+/- 180 meters Scaled)
 CG0355
 CG0355                          SUPERSEDED SURVEY CONTROL
 CG0355
 CG0355  NGVD 29 (??/??/92) 1154.414  (m)         3787.44   (f) ADJ UNCH    1 2
 CG0355
 CG0355.Superseded values are not recommended for survey control.
 CG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0355.See file dsdata.txt to determine how the superseded data were derived.
 CG0355
 CG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA449377(NAD 83)
 CG0355_MARKER: DB = BENCH MARK DISK
 CG0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0355_SP_SET: CULVERT
 CG0355_STAMPING: Z 312 1952
 CG0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0355
 CG0355  HISTORY     - Date     Condition        Report By
 CG0355  HISTORY     - 1952     MONUMENTED       CGS
 CG0355  HISTORY     - 1960     GOOD             NGS
 CG0355
 CG0355                          STATION DESCRIPTION
 CG0355
 CG0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0355'5.4 MI SE FROM PANTANO.
 CG0355'5.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CG0355'SOUTHERN PACIFIC WATER TANK AT PANTANO, 5.6 MILES WEST OF THE SOUTHERN
 CG0355'PACIFIC RAILROAD STATION AT MESCAL, 0.55 MILE WEST OF THE U.S. HIGHWAY
 CG0355'80 OVERPASS, ABOUT 90 YARDS WEST OF BLOCK SIGNAL 10181, AT MILEPOLE
 CG0355'1018, AT A 24 INCH CONCRETE PIPE CULVERT, SET IN TOP OF THE NORTH
 CG0355'CONCRETE HEADWALL, 73.6 FEET SOUTHWEST OF THE MILEPOLE, 16.0 FEET
 CG0355'NORTH OF THE NORTH RAIL, 0.7 FEET WEST OF THE EAST END OF THE HEADWALL
 CG0355'AND ABOUT 8 FEET LOWER THAN THE TRACK.
 CG0355
 CG0355                          STATION RECOVERY (1960)
 CG0355
 CG0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0409 ***********************************************************************
 ES0409  DESIGNATION -  Z 313
 ES0409  PID         -  ES0409
 ES0409  STATE/COUNTY-  AZ/YAVAPAI
 ES0409  USGS QUAD   -  BROOKLYN PEAK (1967)
 ES0409
 ES0409                         *CURRENT SURVEY CONTROL
 ES0409  ___________________________________________________________________
 ES0409* NAD 83(1986)-  34 14 16.     (N)    111 58 39.     (W)     SCALED    
 ES0409* NAVD 88     -      1188.88   (+/-2cm)    3900.5    (feet)  VERTCON   
 ES0409  ___________________________________________________________________
 ES0409  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 ES0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0409
 ES0409.The horizontal coordinates were scaled from a topographic map and have
 ES0409.an estimated accuracy of +/- 6 seconds.
 ES0409
 ES0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0409.The vertical order pertains to the NGVD 29 superseded value.
 ES0409
 ES0409.The geoid height was determined by GEOID03.
 ES0409
 ES0409;                    North         East    Units  Estimated Accuracy
 ES0409;SPC AZ C     -   359,030.      207,760.      MT  (+/- 180 meters Scaled)
 ES0409
 ES0409                          SUPERSEDED SURVEY CONTROL
 ES0409
 ES0409  NGVD 29 (??/??/92) 1188.190  (m)         3898.25   (f) ADJ UNCH    2 0
 ES0409
 ES0409.Superseded values are not recommended for survey control.
 ES0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0409.See file dsdata.txt to determine how the superseded data were derived.
 ES0409
 ES0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC099889(NAD 83)
 ES0409_MARKER: DB = BENCH MARK DISK
 ES0409_SETTING: 66 = SET IN ROCK OUTCROP
 ES0409_SP_SET: OUTCROP
 ES0409_STAMPING: Z 313 1952
 ES0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0409+STABILITY: POSITION/ELEVATION WELL
 ES0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0409+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2009
 ES0409
 ES0409  HISTORY     - Date     Condition        Report By
 ES0409  HISTORY     - 1952     MONUMENTED       CGS
 ES0409  HISTORY     - 20090220 GOOD             GEOCAC
 ES0409
 ES0409                          STATION DESCRIPTION
 ES0409
 ES0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0409'12.7 MI S FROM DUGAS.
 ES0409'2.0 MILES EAST ALONG A TRACK ROAD FROM THE RANCH AT DUGAS, THENCE 10.2
 ES0409'MILES SOUTH ALONG A DIM TRACK ROAD, 0.9 MILE NORTHEAST OF A GATE AT
 ES0409'THE WEST BOUNDARY OF TONTO NATIONAL FOREST, AT THE SOUTHEAST END OF A
 ES0409'LOW, WIDE RIDGE, AT A SMALL GROUP OF OUTCROPS, IN TOP OF A 3-FOOT BY
 ES0409'2-FOOT OUTCROP PROJECTING 1 1/2 FEET ABOVE THE GROUND, 25 FEET
 ES0409'NORTHWEST OF THE CENTER LINE OF AND ABOUT 2 1/2 FEET HIGHER THAN THE
 ES0409'ROAD, AND 1.5 FEET NORTHWEST OF THE SOUTHEAST POINT OF THE OUTCROP.
 ES0409
 ES0409                          STATION RECOVERY (2009)
 ES0409
 ES0409'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 ES0409'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0409'THE DESCRIPTION - THE DESCRIBED DIM TRACK ROAD IS GONE, AND THE MARK
 ES0409'IS LOCATED APPROXIMATELY 0.2 MILES WEST FROM THE GREAT WESTERN TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0368 ***********************************************************************
 ES0368  DESIGNATION -  Z 315
 ES0368  PID         -  ES0368
 ES0368  STATE/COUNTY-  AZ/YAVAPAI
 ES0368  USGS QUAD   -  TULE MESA (1967)
 ES0368
 ES0368                         *CURRENT SURVEY CONTROL
 ES0368  ___________________________________________________________________
 ES0368* NAD 83(1986)-  34 21 27.     (N)    111 52 12.     (W)     SCALED    
 ES0368* NAVD 88     -      1634.53   (+/-2cm)    5362.6    (feet)  VERTCON   
 ES0368  ___________________________________________________________________
 ES0368  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 ES0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ES0368
 ES0368.The horizontal coordinates were scaled from a topographic map and have
 ES0368.an estimated accuracy of +/- 6 seconds.
 ES0368
 ES0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES0368.The vertical order pertains to the NGVD 29 superseded value.
 ES0368
 ES0368.The geoid height was determined by GEOID03.
 ES0368
 ES0368;                    North         East    Units  Estimated Accuracy
 ES0368;SPC AZ C     -   372,310.      217,650.      MT  (+/- 180 meters Scaled)
 ES0368
 ES0368                          SUPERSEDED SURVEY CONTROL
 ES0368
 ES0368  NGVD 29 (??/??/92) 1633.746  (m)         5360.05   (f) ADJ UNCH    2 0
 ES0368
 ES0368.Superseded values are not recommended for survey control.
 ES0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0368.See file dsdata.txt to determine how the superseded data were derived.
 ES0368
 ES0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD199021(NAD 83)
 ES0368_MARKER: DB = BENCH MARK DISK
 ES0368_SETTING: 66 = SET IN ROCK OUTCROP
 ES0368_SP_SET: ROCK OUTCROP
 ES0368_STAMPING: Z 315 1952
 ES0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0368+STABILITY: POSITION/ELEVATION WELL
 ES0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0368+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 ES0368
 ES0368  HISTORY     - Date     Condition        Report By
 ES0368  HISTORY     - 1952     MONUMENTED       CGS
 ES0368  HISTORY     - 20080925 GOOD             GEOCAC
 ES0368
 ES0368                          STATION DESCRIPTION
 ES0368
 ES0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ES0368'7.5 MI E FROM DUGAS.
 ES0368'7.5 MILES EAST ALONG A TRACK ROAD FROM THE DUGAS RANCH, ON THE
 ES0368'NORTHWEST SLOPE OF A ROCKY HILL, AT THE STEEL TRANSMISSION TOWER
 ES0368'NUMBER 103, 66 FEET NORTHWEST OF THE CENTER LINE AND ABOUT 2 FEET
 ES0368'LOWER THAN THE ROAD, 25 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 ES0368'TOWER, AND IN THE TOP OF A 3-FOOT BY 5-FOOT BLACK ROCK OUTCROP
 ES0368'PROJECTING 2 FEET ABOVE THE GROUND.
 ES0368
 ES0368                          STATION RECOVERY (2008)
 ES0368
 ES0368'RECOVERY NOTE BY GEOCACHING 2008 (BA)
 ES0368'THE REFERENCED STEEL TRANSMISSION TOWER IS GONE BUT THE FOUNDATION
 ES0368'REMAINS.  HANDHELD GPSR
 ES0368'INDICATED COORDINATES OF N 34 21.448' W 111 52.206'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0055 ***********************************************************************
 CZ0055  DESIGNATION -  Z 316
 CZ0055  PID         -  CZ0055
 CZ0055  STATE/COUNTY-  AZ/PIMA
 CZ0055  USGS QUAD   -  TUCSON (1992)
 CZ0055
 CZ0055                         *CURRENT SURVEY CONTROL
 CZ0055  ___________________________________________________________________
 CZ0055* NAD 83(1986)-  32 10 33.     (N)    110 54 31.     (W)     SCALED    
 CZ0055* NAVD 88     -       786.834  (meters)    2581.47   (feet)  ADJUSTED  
 CZ0055  ___________________________________________________________________
 CZ0055  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CZ0055  DYNAMIC HT  -         785.737 (meters)    2577.87  (feet)  COMP
 CZ0055  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 CZ0055  OBS GRAVITY -     979,218.0   (mgal)                       GRAV_OBS
 CZ0055
 CZ0055  VERT ORDER  -  FIRST     CLASS II
 CZ0055
 CZ0055.The horizontal coordinates were scaled from a topographic map and have
 CZ0055.an estimated accuracy of +/- 6 seconds.
 CZ0055
 CZ0055.The orthometric height was determined by differential leveling
 CZ0055.and adjusted in June 1991.
 CZ0055
 CZ0055.The geoid height was determined by GEOID03.
 CZ0055
 CZ0055.The dynamic height is computed by dividing the NAVD 88
 CZ0055.geopotential number by the normal gravity value computed on the
 CZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ0055.degrees latitude (g = 980.6199 gals.).
 CZ0055
 CZ0055.The modeled gravity was interpolated from observed gravity values.
 CZ0055.The observed gravity was obtained from relative gravimeter ties
 CZ0055.to the IGSN71 gravity network.
 CZ0055
 CZ0055;                    North         East    Units  Estimated Accuracy
 CZ0055;SPC AZ C     -   130,810.      308,430.      MT  (+/- 180 meters Scaled)
 CZ0055
 CZ0055                          SUPERSEDED SURVEY CONTROL
 CZ0055
 CZ0055  NGVD 29 (??/??/92)  786.209  (m)         2579.42   (f) ADJ UNCH    1 2
 CZ0055
 CZ0055.Superseded values are not recommended for survey control.
 CZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0055.See file dsdata.txt to determine how the superseded data were derived.
 CZ0055
 CZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA086599(NAD 83)
 CZ0055_MARKER: DB = BENCH MARK DISK
 CZ0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CZ0055_SP_SET: ABUTMENT
 CZ0055_STAMPING: Z 316 1952
 CZ0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0055+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 CZ0055
 CZ0055  HISTORY     - Date     Condition        Report By
 CZ0055  HISTORY     - 1952     MONUMENTED       CGS
 CZ0055  HISTORY     - 1979     GOOD             NGS
 CZ0055  HISTORY     - 20060910 GOOD             INDIV
 CZ0055
 CZ0055                          STATION DESCRIPTION
 CZ0055
 CZ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0055'5.1 MI SE FROM TUCSON.
 CZ0055'5.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0055'STATION AT TUCSON, ON TOP AND AT THE NORTHEAST END OF THE NORTHWEST
 CZ0055'CONCRETE ABUTMENT OF BRIDGE NUMBER 988.80, 7.4 FEET EAST OF THE EAST
 CZ0055'RAIL OF THE EAST TRACK, AND ABOUT LEVEL WITH THE TRACKS.
 CZ0055
 CZ0055                          STATION RECOVERY (1979)
 CZ0055
 CZ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CZ0055'5.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ0055'STATION AT TUCSON, 0.15 MILE SOUTH OF THE CROSSING OF AJO HIGHWAY,
 CZ0055'AT BRIDGE 988.80, IN TOP OF THE EAST END OF THE NORTH ABUTMENT, 7.5
 CZ0055'FEET EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS, 1.2 FEET WEST
 CZ0055'OF THE END OF THE HEADWALL.
 CZ0055'THE MARK IS ABOVE LEVEL WITH BOTTOM OF THE RAILS.
 CZ0055
 CZ0055                          STATION RECOVERY (2006)
 CZ0055
 CZ0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JVS)
 CZ0055'MARKER RECOVERED AS DESCRIBED.  THE MARKER AND CONCRETE HAS BEEN
 CZ0055'DAMAGED BY SOMETHING DRAGGING ACROSS THE CONCRETE AND LOWER HALF OF
 CZ0055'THE MARKER JUST BELOW THE DATE.  MOST OF THE TEXT IS STILL LEGIBLE AND
 CZ0055'THE MARKER IS SECURLY IN PLACE DESPITE THE DAMAGE.  THE MEASURED GPS
 CZ0055'COORDINATES ARE N32 10 33.8, W110 54 31.1, ELEVATION 2588 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0084 ***********************************************************************
 CZ0084  DESIGNATION -  Z 317
 CZ0084  PID         -  CZ0084
 CZ0084  STATE/COUNTY-  AZ/PIMA
 CZ0084  USGS QUAD   -  TUCSON SE (1992)
 CZ0084
 CZ0084                         *CURRENT SURVEY CONTROL
 CZ0084  ___________________________________________________________________
 CZ0084* NAD 83(1986)-  32 05 34.     (N)    110 46 10.     (W)     SCALED    
 CZ0084* NAVD 88     -       918.62   (+/-2cm)    3013.8    (feet)  VERTCON   
 CZ0084  ___________________________________________________________________
 CZ0084  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CZ0084  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ0084
 CZ0084.The horizontal coordinates were scaled from a topographic map and have
 CZ0084.an estimated accuracy of +/- 6 seconds.
 CZ0084
 CZ0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0084.The vertical order pertains to the NGVD 29 superseded value.
 CZ0084
 CZ0084.The geoid height was determined by GEOID03.
 CZ0084
 CZ0084;                    North         East    Units  Estimated Accuracy
 CZ0084;SPC AZ C     -   121,730.      321,650.      MT  (+/- 180 meters Scaled)
 CZ0084
 CZ0084                          SUPERSEDED SURVEY CONTROL
 CZ0084
 CZ0084  NGVD 29 (??/??/92)  917.924  (m)         3011.56   (f) ADJ UNCH    1 2
 CZ0084
 CZ0084.Superseded values are not recommended for survey control.
 CZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0084.See file dsdata.txt to determine how the superseded data were derived.
 CZ0084
 CZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA217507(NAD 83)
 CZ0084_MARKER: DB = BENCH MARK DISK
 CZ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0084_STAMPING: Z 317 1952
 CZ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0084+STABILITY: SURFACE MOTION
 CZ0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ0084+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 CZ0084
 CZ0084  HISTORY     - Date     Condition        Report By
 CZ0084  HISTORY     - 1952     MONUMENTED       CGS
 CZ0084  HISTORY     - 20031214 GOOD             GEOCAC
 CZ0084  HISTORY     - 20061215 GOOD             GEOCAC
 CZ0084
 CZ0084                          STATION DESCRIPTION
 CZ0084
 CZ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CZ0084'6.2 MI NW FROM VAIL.
 CZ0084'5.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CZ0084'THE STATION AT VAIL, THENCE 0.2 MILE NORTH ACROSS COUNTRY TO A POWER
 CZ0084'LINE, THENCE 0.8 MILE NORTHEAST ALONG A GRADED COUNTY ROAD, ABOUT 1.6
 CZ0084'MILES EAST OF THE WATER TANK AT RITA, 0.2 MILE WEST OF THE STATION AT
 CZ0084'ESMOND, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET
 CZ0084'SOUTHWEST OF A POWER LINE POLE, 2.3 FEET EAST OF A WITNESS POST, ABOUT
 CZ0084'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CZ0084'0.6 FOOT ABOVE THE GROUND.
 CZ0084
 CZ0084                          STATION RECOVERY (2003)
 CZ0084
 CZ0084'RECOVERY NOTE BY GEOCACHING 2003 (CGP)
 CZ0084'RECOVERED IN GOOD CONDITION.
 CZ0084
 CZ0084                          STATION RECOVERY (2006)
 CZ0084
 CZ0084'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CZ0084'SCALED COORDINATES ARE SLIGHTLY OFF. THE READINGS I HAD ON A GARMIN
 CZ0084'GPSMAP 60CX WERE
 CZ0084'32.092933, -110.769700
 CZ0084'12S E 521731 N 3550760
 CZ0084'N 32 05.576 W 110 46.182
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0191 ***********************************************************************
 ET0191  DESIGNATION -  Z 318
 ET0191  PID         -  ET0191
 ET0191  STATE/COUNTY-  AZ/YAVAPAI
 ET0191  USGS QUAD   -  CLEATOR (1974)
 ET0191
 ET0191                         *CURRENT SURVEY CONTROL
 ET0191  ___________________________________________________________________
 ET0191* NAD 83(1986)-  34 19 07.     (N)    112 10 17.     (W)     SCALED    
 ET0191* NAVD 88     -      1197.57   (+/-2cm)    3929.0    (feet)  VERTCON   
 ET0191  ___________________________________________________________________
 ET0191  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 ET0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0191
 ET0191.The horizontal coordinates were scaled from a topographic map and have
 ET0191.an estimated accuracy of +/- 6 seconds.
 ET0191
 ET0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0191.The vertical order pertains to the NGVD 29 superseded value.
 ET0191
 ET0191.The geoid height was determined by GEOID03.
 ET0191
 ET0191;                    North         East    Units  Estimated Accuracy
 ET0191;SPC AZ C     -   368,020.      189,920.      MT  (+/- 180 meters Scaled)
 ET0191
 ET0191                          SUPERSEDED SURVEY CONTROL
 ET0191
 ET0191  NGVD 29 (??/??/92) 1196.861  (m)         3926.70   (f) ADJ UNCH    2 0
 ET0191
 ET0191.Superseded values are not recommended for survey control.
 ET0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0191.See file dsdata.txt to determine how the superseded data were derived.
 ET0191
 ET0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC922981(NAD 83)
 ET0191_MARKER: DB = BENCH MARK DISK
 ET0191_SETTING: 66 = SET IN ROCK OUTCROP
 ET0191_SP_SET: ROCK LEDGE
 ET0191_STAMPING: Z 318 1952
 ET0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0191+STABILITY: POSITION/ELEVATION WELL
 ET0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0191+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2008
 ET0191
 ET0191  HISTORY     - Date     Condition        Report By
 ET0191  HISTORY     - 1952     MONUMENTED       CGS
 ET0191  HISTORY     - 1974     GOOD             USGS
 ET0191  HISTORY     - 20040821 GOOD             USPSQD
 ET0191  HISTORY     - 20080125 GOOD             GEOCAC
 ET0191
 ET0191                          STATION DESCRIPTION
 ET0191
 ET0191'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0191'1.1 MI NW FROM CORDES.
 ET0191'1.1 MILES NORTH ALONG THE COUNTY ROAD FROM THE ROAD JUNCTION AT
 ET0191'CORDES, ON THE NORTHEAST BANK OF A LOW CUT NEAR THE TOP OF A GRADE, IN
 ET0191'TOP OF A ROCK LEDGE PROJECTING 1 FOOT, 48 FEET NORTHEAST OF AND ABOUT
 ET0191'4 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, AND 0.6 FOOT NORTHEAST
 ET0191'OF THE SOUTHWEST EDGE OF THE LEDGE, A STANDARD DISK STAMPED Z 318
 ET0191'1952.
 ET0191
 ET0191                          STATION RECOVERY (2004)
 ET0191
 ET0191'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 ET0191'RECOVERED AS DESCRIBED.
 ET0191
 ET0191                          STATION RECOVERY (2008)
 ET0191
 ET0191'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ET0191'RECOVERED IN GOOD CONDITION AS DESCRIBED. HANDHELD COORDINATES
 ET0191'34 19 07.6 (N)   112 10 16.7 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0579 ***********************************************************************
 DA0579  DESIGNATION -  Z 319
 DA0579  PID         -  DA0579
 DA0579  STATE/COUNTY-  AZ/MARICOPA
 DA0579  USGS QUAD   -  SMURR (1973)
 DA0579
 DA0579                         *CURRENT SURVEY CONTROL
 DA0579  ___________________________________________________________________
 DA0579* NAD 83(1986)-  32 55 26.     (N)    112 51 26.     (W)     SCALED    
 DA0579* NAVD 88     -       227.443  (meters)     746.20   (feet)  ADJUSTED  
 DA0579  ___________________________________________________________________
 DA0579  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DA0579  DYNAMIC HT  -         227.179 (meters)     745.34  (feet)  COMP
 DA0579  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 DA0579
 DA0579  VERT ORDER  -  FIRST     CLASS II
 DA0579
 DA0579.The horizontal coordinates were scaled from a topographic map and have
 DA0579.an estimated accuracy of +/- 6 seconds.
 DA0579
 DA0579.The orthometric height was determined by differential leveling
 DA0579.and adjusted in June 1991.
 DA0579
 DA0579.The geoid height was determined by GEOID03.
 DA0579
 DA0579.The dynamic height is computed by dividing the NAVD 88
 DA0579.geopotential number by the normal gravity value computed on the
 DA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0579.degrees latitude (g = 980.6199 gals.).
 DA0579
 DA0579.The modeled gravity was interpolated from observed gravity values.
 DA0579
 DA0579;                    North         East    Units  Estimated Accuracy
 DA0579;SPC AZ C     -   213,700.      125,390.      MT  (+/- 180 meters Scaled)
 DA0579
 DA0579                          SUPERSEDED SURVEY CONTROL
 DA0579
 DA0579  NGVD 29 (??/??/92)  226.868  (m)          744.32   (f) ADJ UNCH    1 2
 DA0579
 DA0579.Superseded values are not recommended for survey control.
 DA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0579.See file dsdata.txt to determine how the superseded data were derived.
 DA0579
 DA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB263443(NAD 83)
 DA0579_MARKER: DB = BENCH MARK DISK
 DA0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0579_STAMPING: Z 319 1952
 DA0579_MARK LOGO: CGS   
 DA0579_PROJECTION: FLUSH
 DA0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0579+STABILITY: SURFACE MOTION
 DA0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0579+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 DA0579
 DA0579  HISTORY     - Date     Condition        Report By
 DA0579  HISTORY     - 1952     MONUMENTED       CGS
 DA0579  HISTORY     - 1960     GOOD             NGS
 DA0579  HISTORY     - 1980     GOOD             NGS
 DA0579  HISTORY     - 1980     GOOD             NGS
 DA0579  HISTORY     - 20060219 GOOD             USPSQD
 DA0579  HISTORY     - 20070626 GOOD             GEOCAC
 DA0579
 DA0579                          STATION DESCRIPTION
 DA0579
 DA0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DA0579'8.4 MI W FROM GILA BEND.
 DA0579'8.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE WATER TANK
 DA0579'AT GILA BEND, 13 POLES EAST OF MILE POLE 847, 150 FEET EAST OF SPUR
 DA0579'TRACK AND MAIN TRACK JUNCTION, 38.8 FEET NORTH OF THE NORTH RAIL OF
 DA0579'THE MAIN TRACK, 24 FEET WEST OF A TELEPHONE POLE, 5.3 FEET SOUTH OF
 DA0579'THE SOUTH RAIL OF THE SPUR TRACK, SET IN A CYLINDRICAL CONCRETE POST
 DA0579'FLUSH WITH THE GROUND.
 DA0579
 DA0579                          STATION RECOVERY (1980)
 DA0579
 DA0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0579'13.5 KM (8.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0579'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15 MI) NORTHEAST
 DA0579'OF A ROAD CROSSING THE TRACKS, 11.9 METERS (39.0 FT) NORTHWEST OF THE
 DA0579'NORTHWEST RAIL, 94.8 METERS (311 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0579'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 20.3 METERS (66.5 FT)
 DA0579'SOUTHEAST OF POWER LINE POLE NUMBER US 179-42.
 DA0579'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA0579'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0579
 DA0579                          STATION RECOVERY (1980)
 DA0579
 DA0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0579'13.5 KM (8.4 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0579'THE MARTIN AVENUE CROSSING IN GILA BEND, 0.25 KM (0.15 MI) NORTHEAST
 DA0579'OF A ROAD CROSSING THE TRACKS, 11.9 METERS (39.0 FT) NORTHWEST OF THE
 DA0579'NORTHWEST RAIL, 94.8 METERS (311 FT) SOUTHEAST OF THE CENTERLINE OF
 DA0579'THE FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 20.3 METERS (66.5 FT)
 DA0579'SOUTHEAST OF POWER LINE POLE NUMBER US 179-42.
 DA0579'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA0579'THE MARK IS 0.6 M BELOW THE TRACKS.
 DA0579
 DA0579                          STATION RECOVERY (2006)
 DA0579
 DA0579'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DA0579'RECOVERED AS DESCRIBED.
 DA0579
 DA0579                          STATION RECOVERY (2007)
 DA0579
 DA0579'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0735 ***********************************************************************
 DA0735  DESIGNATION -  Z 320
 DA0735  PID         -  DA0735
 DA0735  STATE/COUNTY-  AZ/MARICOPA
 DA0735  USGS QUAD   -  AZTEC SE (1982)
 DA0735
 DA0735                         *CURRENT SURVEY CONTROL
 DA0735  ___________________________________________________________________
 DA0735* NAD 83(1986)-  32 50 49.     (N)    113 15 33.     (W)     SCALED    
 DA0735* NAVD 88     -       185.683  (meters)     609.20   (feet)  ADJUSTED  
 DA0735  ___________________________________________________________________
 DA0735  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DA0735  DYNAMIC HT  -         185.468 (meters)     608.49  (feet)  COMP
 DA0735  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DA0735
 DA0735  VERT ORDER  -  FIRST     CLASS II
 DA0735
 DA0735.The horizontal coordinates were scaled from a topographic map and have
 DA0735.an estimated accuracy of +/- 6 seconds.
 DA0735
 DA0735.The orthometric height was determined by differential leveling
 DA0735.and adjusted in June 1991.
 DA0735
 DA0735.The geoid height was determined by GEOID03.
 DA0735
 DA0735.The dynamic height is computed by dividing the NAVD 88
 DA0735.geopotential number by the normal gravity value computed on the
 DA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0735.degrees latitude (g = 980.6199 gals.).
 DA0735
 DA0735.The modeled gravity was interpolated from observed gravity values.
 DA0735
 DA0735;                    North         East    Units  Estimated Accuracy
 DA0735;SPC AZ C     -   205,580.       87,690.      MT  (+/- 180 meters Scaled)
 DA0735
 DA0735                          SUPERSEDED SURVEY CONTROL
 DA0735
 DA0735  NGVD 29 (??/??/92)  185.084  (m)          607.23   (f) ADJ UNCH    1 2
 DA0735
 DA0735.Superseded values are not recommended for survey control.
 DA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0735.See file dsdata.txt to determine how the superseded data were derived.
 DA0735
 DA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB885365(NAD 83)
 DA0735_MARKER: DB = BENCH MARK DISK
 DA0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DA0735_SP_SET: BRIDGE
 DA0735_STAMPING: Z 320 1952
 DA0735_MARK LOGO: CGS   
 DA0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA0735
 DA0735  HISTORY     - Date     Condition        Report By
 DA0735  HISTORY     - 1952     MONUMENTED       CGS
 DA0735  HISTORY     - 1960     GOOD             NGS
 DA0735  HISTORY     - 1980     GOOD             NGS
 DA0735  HISTORY     - 1980     GOOD             NGS
 DA0735
 DA0735                          STATION DESCRIPTION
 DA0735
 DA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA0735'3.1 MI W FROM SENTINEL.
 DA0735'3.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DA0735'WATER TANK AT SENTINEL, IN THE SOUTHWEST ABUTMENT OF BRIDGE NO. 823.16
 DA0735'OVER A WIDE WASH, 3 1/2 TELEPHONE POLES EAST OF MILEPOST 823, 61.6
 DA0735'FEET NORTH OF THE NORTH RAIL, 1.4 FEET NORTH OF THE SOUTH EDGE OF THE
 DA0735'ABUTMENT, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND ABOUT
 DA0735'0.6 FOOT LOWER THAN THE RAILROAD TRACK.
 DA0735
 DA0735                          STATION RECOVERY (1960)
 DA0735
 DA0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DA0735'RECOVERED IN GOOD CONDITION.
 DA0735
 DA0735                          STATION RECOVERY (1980)
 DA0735
 DA0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0735'4.75 KM (2.95 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0735'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM
 DA0735'(0.1 MI) NORTHEAST OF RAILROAD MILEPOLE 823, SET IN TOP OF THE
 DA0735'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF RAILROAD BRIDGE NUMBER
 DA0735'823.16, 1.8 METERS (6.1 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0735'THE MARK IS 0.3 M BELOW THE TRACKS.
 DA0735
 DA0735                          STATION RECOVERY (1980)
 DA0735
 DA0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0735'4.75 KM (2.95 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA0735'THE CENTER OF THE INTERSTATE HIGHWAY 8 OVERPASS IN SENTINEL, 0.2 KM
 DA0735'(0.1 MI) NORTHEAST OF RAILROAD MILEPOLE 823, SET IN TOP OF THE
 DA0735'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF RAILROAD BRIDGE NUMBER
 DA0735'823.16, 1.8 METERS (6.1 FT) NORTHWEST OF THE NORTHWEST RAIL.
 DA0735'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1109 ***********************************************************************
 DA1109  DESIGNATION -  Z 321
 DA1109  PID         -  DA1109
 DA1109  STATE/COUNTY-  AZ/YUMA
 DA1109  USGS QUAD   -  DATELAND (1982)
 DA1109
 DA1109                         *CURRENT SURVEY CONTROL
 DA1109  ___________________________________________________________________
 DA1109* NAD 83(1986)-  32 48 20.     (N)    113 30 54.     (W)     SCALED    
 DA1109* NAVD 88     -       142.897  (meters)     468.82   (feet)  ADJUSTED  
 DA1109  ___________________________________________________________________
 DA1109  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DA1109  DYNAMIC HT  -         142.735 (meters)     468.29  (feet)  COMP
 DA1109  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 DA1109
 DA1109  VERT ORDER  -  FIRST     CLASS II
 DA1109
 DA1109.The horizontal coordinates were scaled from a topographic map and have
 DA1109.an estimated accuracy of +/- 6 seconds.
 DA1109
 DA1109.The orthometric height was determined by differential leveling
 DA1109.and adjusted in June 1991.
 DA1109
 DA1109.The geoid height was determined by GEOID03.
 DA1109
 DA1109.The dynamic height is computed by dividing the NAVD 88
 DA1109.geopotential number by the normal gravity value computed on the
 DA1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1109.degrees latitude (g = 980.6199 gals.).
 DA1109
 DA1109.The modeled gravity was interpolated from observed gravity values.
 DA1109
 DA1109;                    North         East    Units  Estimated Accuracy
 DA1109;SPC AZ W     -   200,220.      235,370.      MT  (+/- 180 meters Scaled)
 DA1109
 DA1109                          SUPERSEDED SURVEY CONTROL
 DA1109
 DA1109  NGVD 29 (??/??/92)  142.334  (m)          466.97   (f) ADJ UNCH    1 2
 DA1109
 DA1109.Superseded values are not recommended for survey control.
 DA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1109.See file dsdata.txt to determine how the superseded data were derived.
 DA1109
 DA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB645325(NAD 83)
 DA1109_MARKER: DB = BENCH MARK DISK
 DA1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DA1109_SP_SET: CULVERT
 DA1109_STAMPING: Z 321 1952
 DA1109_MARK LOGO: CGS   
 DA1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DA1109
 DA1109  HISTORY     - Date     Condition        Report By
 DA1109  HISTORY     - 1952     MONUMENTED       CGS
 DA1109  HISTORY     - 1971     GOOD             NGS
 DA1109  HISTORY     - 1981     GOOD             NGS
 DA1109  HISTORY     - 1981     GOOD             NGS
 DA1109
 DA1109                          STATION DESCRIPTION
 DA1109
 DA1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DA1109'1.7 MI E FROM DATELAND.
 DA1109'0.2 MILE SOUTH FROM THE POST OFFICE IN DATELAND TO A T-INTERSECTION,
 DA1109'THENCE EAST FOR 1.7 MILES, 2 POLES SOUTHWEST OF MILEPOST 808, 41 FEET
 DA1109'SOUTH OF A TELEPHONE POLE, 6 FEET NORTH OF THE NORTH RAIL, CEMENTED IN
 DA1109'A DRILL HOLE IN THE EAST ABUTMENT OF A CONCRETE CULVERT UNDER THE
 DA1109'SOUTHERN PACIFIC COMPANY RAILROAD.  NOTE-- (Z 321 WAS USED FOR AN
 DA1109'AZIMUTH MARK FOR TRIANGULATION STATION CONTROL 1971).
 DA1109
 DA1109                          STATION RECOVERY (1981)
 DA1109
 DA1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1109'RECOVERED IN GOOD CONDITION.
 DA1109
 DA1109                          STATION RECOVERY (1981)
 DA1109
 DA1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1064 ***********************************************************************
 DA1064  DESIGNATION -  Z 322
 DA1064  PID         -  DA1064
 DA1064  STATE/COUNTY-  AZ/YUMA
 DA1064  USGS QUAD   -  TACNA (1982)
 DA1064
 DA1064                         *CURRENT SURVEY CONTROL
 DA1064  ___________________________________________________________________
 DA1064* NAD 83(1986)-  32 41 24.     (N)    113 52 38.     (W)     SCALED    
 DA1064* NAVD 88     -       105.97   (+/-2cm)     347.7    (feet)  VERTCON   
 DA1064  ___________________________________________________________________
 DA1064  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DA1064  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1064
 DA1064.The horizontal coordinates were scaled from a topographic map and have
 DA1064.an estimated accuracy of +/- 6 seconds.
 DA1064
 DA1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1064.The vertical order pertains to the NGVD 29 superseded value.
 DA1064
 DA1064.The geoid height was determined by GEOID03.
 DA1064
 DA1064;                    North         East    Units  Estimated Accuracy
 DA1064;SPC AZ W     -   187,390.      201,430.      MT  (+/- 180 meters Scaled)
 DA1064
 DA1064                          SUPERSEDED SURVEY CONTROL
 DA1064
 DA1064  NGVD 29 (??/??/92)  105.290  (m)          345.44   (f) ADJ UNCH    1 2
 DA1064
 DA1064.Superseded values are not recommended for survey control.
 DA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1064.See file dsdata.txt to determine how the superseded data were derived.
 DA1064
 DA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB302205(NAD 83)
 DA1064_MARKER: DB = BENCH MARK DISK
 DA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1064_STAMPING: Z 322 1952
 DA1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1064+STABILITY: SURFACE MOTION
 DA1064
 DA1064  HISTORY     - Date     Condition        Report By
 DA1064  HISTORY     - 1952     MONUMENTED       CGS
 DA1064
 DA1064                          STATION DESCRIPTION
 DA1064
 DA1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DA1064'14.8 MI E FROM WELLTON.
 DA1064'14.8 MILES EAST ALONG UNITED STATES HIGHWAY 80 FROM THE SOUTHERN
 DA1064'PACIFIC COMPANY RAILROAD WATER TANK AT WELLTON, THENCE 0.6 FOOT SOUTH
 DA1064'ALONG A GRADED ROAD TO COLFRED AIR FIELD, SET IN THE V FORMED BY THE
 DA1064'EASTWEST RUNWAY AND THE NORTHWEST-SOUTHEAST RUNWAY, 30 FEET SOUTHWEST
 DA1064'OF THE NORTHWEST-SOUTHEAST RUNWAY, 35 FEET NORTHEAST OF THE EAST-WEST
 DA1064'RUNWAY, 1.4 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 DA1064'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0190 ***********************************************************************
 DU0190  DESIGNATION -  Z 323
 DU0190  PID         -  DU0190
 DU0190  STATE/COUNTY-  AZ/GRAHAM
 DU0190  USGS QUAD   -  ASH CREEK RANCH (1966)
 DU0190
 DU0190                         *CURRENT SURVEY CONTROL
 DU0190  ___________________________________________________________________
 DU0190* NAD 83(1986)-  33 15 50.     (N)    110 05 58.     (W)     SCALED    
 DU0190* NAVD 88     -      1383.363  (meters)    4538.58   (feet)  ADJUSTED  
 DU0190  ___________________________________________________________________
 DU0190  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DU0190  DYNAMIC HT  -        1381.366 (meters)    4532.03  (feet)  COMP
 DU0190  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 DU0190
 DU0190  VERT ORDER  -  SECOND    CLASS 0
 DU0190
 DU0190.The horizontal coordinates were scaled from a topographic map and have
 DU0190.an estimated accuracy of +/- 6 seconds.
 DU0190
 DU0190.The orthometric height was determined by differential leveling
 DU0190.and adjusted in June 1991.
 DU0190
 DU0190.The geoid height was determined by GEOID03.
 DU0190
 DU0190.The dynamic height is computed by dividing the NAVD 88
 DU0190.geopotential number by the normal gravity value computed on the
 DU0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0190.degrees latitude (g = 980.6199 gals.).
 DU0190
 DU0190.The modeled gravity was interpolated from observed gravity values.
 DU0190
 DU0190;                    North         East    Units  Estimated Accuracy
 DU0190;SPC AZ E     -   251,020.      219,620.      MT  (+/- 180 meters Scaled)
 DU0190
 DU0190                          SUPERSEDED SURVEY CONTROL
 DU0190
 DU0190  NGVD 29 (??/??/92) 1382.684  (m)         4536.36   (f) ADJ UNCH    2 0
 DU0190
 DU0190.Superseded values are not recommended for survey control.
 DU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0190.See file dsdata.txt to determine how the superseded data were derived.
 DU0190
 DU0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB838809(NAD 83)
 DU0190_MARKER: DB = BENCH MARK DISK
 DU0190_SETTING: 66 = SET IN ROCK OUTCROP
 DU0190_SP_SET: BEDROCK
 DU0190_STAMPING: Z 323 1952
 DU0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU0190+STABILITY: POSITION/ELEVATION WELL
 DU0190
 DU0190  HISTORY     - Date     Condition        Report By
 DU0190  HISTORY     - 1952     MONUMENTED       CGS
 DU0190
 DU0190                          STATION DESCRIPTION
 DU0190
 DU0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DU0190'9.0 MI NE FROM CALVA.
 DU0190'0.5 MILE EAST ALONG UNITED STATES HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 DU0190'COMPANY RAILROAD STATION AT CALVA, THENCE 8.5 MILES NORTHEAST ALONG
 DU0190'THE CALVA - ASH CREEK ROAD, ABOUT 0.9 MILE SOUTHWEST OF A CORRAL AT
 DU0190'YELLOW JACKET SALT GROUNDS, 0.2 MILE SOUTHWEST OF A SUMMIT, ON THE
 DU0190'SOUTHWEST SLOPE OF A STEEP GRADE, 33 FEET SOUTHEAST OF THE CENTER LINE
 DU0190'OF THE ROAD, 1 1/2 FEET NORTH OF A CAIRN, ABOUT LEVEL WITH THE ROAD,
 DU0190'AND SET IN THE TOP OF A BEDROCK PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0376 ***********************************************************************
 CY0376  DESIGNATION -  Z 324
 CY0376  PID         -  CY0376
 CY0376  STATE/COUNTY-  AZ/COCHISE
 CY0376  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0376
 CY0376                         *CURRENT SURVEY CONTROL
 CY0376  ___________________________________________________________________
 CY0376* NAD 83(1986)-  32 10 17.     (N)    109 53 07.     (W)     SCALED    
 CY0376* NAVD 88     -      1261.55   (+/-2cm)    4138.9    (feet)  VERTCON   
 CY0376  ___________________________________________________________________
 CY0376  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0376  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0376
 CY0376.The horizontal coordinates were scaled from a topographic map and have
 CY0376.an estimated accuracy of +/- 6 seconds.
 CY0376
 CY0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0376.The vertical order pertains to the NGVD 29 superseded value.
 CY0376
 CY0376.The geoid height was determined by GEOID03.
 CY0376
 CY0376;                    North         East    Units  Estimated Accuracy
 CY0376;SPC AZ E     -   129,910.      239,900.      MT  (+/- 180 meters Scaled)
 CY0376
 CY0376                          SUPERSEDED SURVEY CONTROL
 CY0376
 CY0376  NGVD 29 (??/??/92) 1260.795  (m)         4136.46   (f) ADJ UNCH    1 2
 CY0376
 CY0376.Superseded values are not recommended for survey control.
 CY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0376.See file dsdata.txt to determine how the superseded data were derived.
 CY0376
 CY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA050599(NAD 83)
 CY0376_MARKER: DB = BENCH MARK DISK
 CY0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0376_STAMPING: Z 324 1952
 CY0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0376+STABILITY: SURFACE MOTION
 CY0376
 CY0376  HISTORY     - Date     Condition        Report By
 CY0376  HISTORY     - 1952     MONUMENTED       CGS
 CY0376  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0376
 CY0376                          STATION DESCRIPTION
 CY0376
 CY0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0376'4.4 MI NE FROM COCHISE.
 CY0376'4.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 CY0376'THE STATION AT COCHISE, .03 MILE NORTHEAST OF MILEPOLE NUMBER 1068,
 CY0376'129.0 FEET NORTHWEST OF AN ALUMINUM PAINTED BOX CONTAINING A SERVICE
 CY0376'TELEPHONE, 107.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 47.0 FEET
 CY0376'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHEAST OF A
 CY0376'WITNESS POST, ABOUT 6.0 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 CY0376'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CY0376
 CY0376                          STATION RECOVERY (1979)
 CY0376
 CY0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0376'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MARK WAS DESTROYED
 CY0376'OR BURIED BY THE CONSTRUCTION OF A RAILROAD DUST BLIND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0025 ***********************************************************************
 CG0025  DESIGNATION -  Z 325
 CG0025  PID         -  CG0025
 CG0025  STATE/COUNTY-  AZ/COCHISE
 CG0025  USGS QUAD   -  BENSON (1983)
 CG0025
 CG0025                         *CURRENT SURVEY CONTROL
 CG0025  ___________________________________________________________________
 CG0025* NAD 83(1986)-  31 57 43.     (N)    110 15 38.     (W)     SCALED    
 CG0025* NAVD 88     -      1093.74   (+/-2cm)    3588.4    (feet)  VERTCON   
 CG0025  ___________________________________________________________________
 CG0025  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CG0025  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0025
 CG0025.The horizontal coordinates were scaled from a topographic map and have
 CG0025.an estimated accuracy of +/- 6 seconds.
 CG0025
 CG0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0025.The vertical order pertains to the NGVD 29 superseded value.
 CG0025
 CG0025.The geoid height was determined by GEOID03.
 CG0025
 CG0025;                    North         East    Units  Estimated Accuracy
 CG0025;SPC AZ E     -   106,650.      204,490.      MT  (+/- 180 meters Scaled)
 CG0025
 CG0025                          SUPERSEDED SURVEY CONTROL
 CG0025
 CG0025  NGVD 29 (??/??/92) 1092.956  (m)         3585.81   (f) ADJ UNCH    1 2
 CG0025
 CG0025.Superseded values are not recommended for survey control.
 CG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0025.See file dsdata.txt to determine how the superseded data were derived.
 CG0025
 CG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA698364(NAD 83)
 CG0025_MARKER: DB = BENCH MARK DISK
 CG0025_SETTING: 0 = UNSPECIFIED SETTING
 CG0025_STAMPING: Z 325 1952
 CG0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0025
 CG0025  HISTORY     - Date     Condition        Report By
 CG0025  HISTORY     - 1952     MONUMENTED       CGS
 CG0025
 CG0025                          STATION DESCRIPTION
 CG0025
 CG0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CG0025'2.1 MI E FROM BENSON.
 CG0025'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0025'STATION AT BENSON, THENCE 0.1 MILE SOUTH ACROSS THE AIRPORT, THENCE
 CG0025'0.4 MILE EAST ACROSS THE AIRPORT, AT THE EAST END AND IN THE NORTH
 CG0025'FACE OF A 10-FOOT SQUARE CONCRETE TANK SET VERTICALLY IN THE
 CG0025'APPROXIMATE CENTER OF AN INFIELD FORMED BY THE THREE RUNWAYS OF THE
 CG0025'BENSON AIRPORT, ABOUT 325.0 FEET SOUTH OF A POINT IN LINE WITH THE
 CG0025'HALFWAY POINT OF AN EAST-WEST RUNWAY, 8.7 FEET NORTHWEST OF THE WELL,
 CG0025'0.4 FOOT WEST OF THE EAST END OF THE TANK, AND ABOUT 2 1/2 FEET HIGHER
 CG0025'THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0316 ***********************************************************************
 FP0316  DESIGNATION -  Z 33
 FP0316  PID         -  FP0316
 FP0316  STATE/COUNTY-  AZ/APACHE
 FP0316  USGS QUAD   -  GANADO (1973)
 FP0316
 FP0316                         *CURRENT SURVEY CONTROL
 FP0316  ___________________________________________________________________
 FP0316* NAD 83(1986)-  35 43 44.     (N)    109 36 41.     (W)     SCALED    
 FP0316* NAVD 88     -      1985.004  (meters)    6512.47   (feet)  ADJUSTED  
 FP0316  ___________________________________________________________________
 FP0316  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 FP0316  DYNAMIC HT  -        1982.346 (meters)    6503.75  (feet)  COMP
 FP0316  MODELED GRAV-     979,222.6   (mgal)                       NAVD 88
 FP0316
 FP0316  VERT ORDER  -  FIRST     CLASS II
 FP0316
 FP0316.The horizontal coordinates were scaled from a topographic map and have
 FP0316.an estimated accuracy of +/- 6 seconds.
 FP0316
 FP0316.The orthometric height was determined by differential leveling
 FP0316.and adjusted in June 1991.
 FP0316
 FP0316.The geoid height was determined by GEOID03.
 FP0316
 FP0316.The dynamic height is computed by dividing the NAVD 88
 FP0316.geopotential number by the normal gravity value computed on the
 FP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0316.degrees latitude (g = 980.6199 gals.).
 FP0316
 FP0316.The modeled gravity was interpolated from observed gravity values.
 FP0316
 FP0316;                    North         East    Units  Estimated Accuracy
 FP0316;SPC AZ E     -   524,580.      263,590.      MT  (+/- 180 meters Scaled)
 FP0316
 FP0316                          SUPERSEDED SURVEY CONTROL
 FP0316
 FP0316  NGVD 29 (??/??/92) 1984.078  (m)         6509.43   (f) ADJ UNCH    1 2
 FP0316
 FP0316.Superseded values are not recommended for survey control.
 FP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0316.See file dsdata.txt to determine how the superseded data were derived.
 FP0316
 FP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE255547(NAD 83)
 FP0316_MARKER: DB = BENCH MARK DISK
 FP0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0316_STAMPING: 6509.429 Z 33 1933
 FP0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0316+STABILITY: SURFACE MOTION
 FP0316
 FP0316  HISTORY     - Date     Condition        Report By
 FP0316  HISTORY     - 1933     MONUMENTED       CGS
 FP0316  HISTORY     - 1973     GOOD             USGS
 FP0316
 FP0316                          STATION DESCRIPTION
 FP0316
 FP0316'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FP0316'6.5 MI SW FROM GANADO.
 FP0316'0.1 MILES S. FROM THE P.O. AT GANADO TO THE INTERSECTION WITH STATE
 FP0316'HIGHWAY 264.  WEST ALONG THE HIGHWAY 4.9 MILES TO A ROAD LEFT.  S. 1.1
 FP0316'MILES TO CROSSING OF OLD HIGHWAY.  E. 0.4 MILES ALONG OLD ROAD (4
 FP0316'WHEEL NEEDED) TO BM ON RIGHT.  42 FEET SOUTH OF CENTERLINE OF OLD
 FP0316'ROAD.  A STANDARD DISK STAMPED 6509.429 Z 33 1933 AND SET IN THE TOP
 FP0316'OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0285 ***********************************************************************
 CY0285  DESIGNATION -  Z 330
 CY0285  PID         -  CY0285
 CY0285  STATE/COUNTY-  AZ/COCHISE
 CY0285  USGS QUAD   -  BOWIE (1974)
 CY0285
 CY0285                         *CURRENT SURVEY CONTROL
 CY0285  ___________________________________________________________________
 CY0285* NAD 83(1986)-  32 18 46.     (N)    109 25 10.     (W)     SCALED    
 CY0285* NAVD 88     -      1120.975  (meters)    3677.73   (feet)  ADJUSTED  
 CY0285  ___________________________________________________________________
 CY0285  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CY0285  DYNAMIC HT  -        1119.327 (meters)    3672.33  (feet)  COMP
 CY0285  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 CY0285
 CY0285  VERT ORDER  -  FIRST     CLASS II
 CY0285
 CY0285.The horizontal coordinates were scaled from a topographic map and have
 CY0285.an estimated accuracy of +/- 6 seconds.
 CY0285
 CY0285.The orthometric height was determined by differential leveling
 CY0285.and adjusted in June 1991.
 CY0285
 CY0285.The geoid height was determined by GEOID03.
 CY0285
 CY0285.The dynamic height is computed by dividing the NAVD 88
 CY0285.geopotential number by the normal gravity value computed on the
 CY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0285.degrees latitude (g = 980.6199 gals.).
 CY0285
 CY0285.The modeled gravity was interpolated from observed gravity values.
 CY0285
 CY0285;                    North         East    Units  Estimated Accuracy
 CY0285;SPC AZ E     -   145,790.      283,720.      MT  (+/- 180 meters Scaled)
 CY0285
 CY0285                          SUPERSEDED SURVEY CONTROL
 CY0285
 CY0285  NGVD 29 (??/??/92) 1120.887  (m)         3677.44   (f) ADJ UNCH    1 2
 CY0285
 CY0285.Superseded values are not recommended for survey control.
 CY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0285.See file dsdata.txt to determine how the superseded data were derived.
 CY0285
 CY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA487762(NAD 83)
 CY0285_MARKER: DB = BENCH MARK DISK
 CY0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0285_STAMPING: Z 330 1953
 CY0285_PROJECTION: PROJECTING 35 CENTIMETERS
 CY0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0285+STABILITY: SURFACE MOTION
 CY0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0285+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CY0285
 CY0285  HISTORY     - Date     Condition        Report By
 CY0285  HISTORY     - 1953     MONUMENTED       CGS
 CY0285  HISTORY     - 1960     GOOD             NGS
 CY0285  HISTORY     - 1979     GOOD             NGS
 CY0285  HISTORY     - 20050402 GOOD             NGS
 CY0285
 CY0285                          STATION DESCRIPTION
 CY0285
 CY0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0285'4.1 MI E FROM BOWIE.
 CY0285'4.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0285'BOWIE, 95 FEET SOUTH OF THE SOUTH RAIL, 102 FEET NORTH OF THE CENTER
 CY0285'LINE OF STATE HIGHWAY 86, 5 FEET EAST OF A VERTICAL RAIL, 3 FEET WEST
 CY0285'OF A WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CY0285'0.9 FOOT ABOVE THE GROUND.
 CY0285
 CY0285                          STATION RECOVERY (1960)
 CY0285
 CY0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CY0285'RECOVERED IN GOOD CONDITION.
 CY0285
 CY0285                          STATION RECOVERY (1979)
 CY0285
 CY0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0285'6.6 KILOMETERS (4.1 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0285'FROM THE STATION IN BOWIE, 0.2 KILOMETER (0.1 MILE) WEST OF THE
 CY0285'CROSSING OF A POWER LINE, 0.4 KILOMETER (0.25 MILE) EAST OF A
 CY0285'RAILROAD BRIDGE, 29.7 METERS (97 FEET) SOUTH OF THE SOUTH RAIL, 30.6
 CY0285'METERS (100 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD AND
 CY0285'20.6 METERS (68 FEET) SOUTHWEST OF THE THIRD TELEPHONE POLE WEST OF
 CY0285'A SIGNAL BOX.
 CY0285'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 CY0285'THE MARK IS 1.3 M BELOW THE RAILS.
 CY0285
 CY0285                          STATION RECOVERY (2005)
 CY0285
 CY0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0285'RAILROAD IS NOW UNION PACIFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0525 ***********************************************************************
 DA0525  DESIGNATION -  Z 331
 DA0525  PID         -  DA0525
 DA0525  STATE/COUNTY-  AZ/MARICOPA
 DA0525  USGS QUAD   -  MIDWAY (1986)
 DA0525
 DA0525                         *CURRENT SURVEY CONTROL
 DA0525  ___________________________________________________________________
 DA0525* NAD 83(1986)-  32 42 02.     (N)    112 50 11.     (W)     SCALED    
 DA0525* NAVD 88     -       323.427  (meters)    1061.11   (feet)  ADJUSTED  
 DA0525  ___________________________________________________________________
 DA0525  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DA0525  DYNAMIC HT  -         323.037 (meters)    1059.83  (feet)  COMP
 DA0525  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 DA0525
 DA0525  VERT ORDER  -  FIRST     CLASS II
 DA0525
 DA0525.The horizontal coordinates were scaled from a topographic map and have
 DA0525.an estimated accuracy of +/- 6 seconds.
 DA0525
 DA0525.The orthometric height was determined by differential leveling
 DA0525.and adjusted in June 1991.
 DA0525
 DA0525.The geoid height was determined by GEOID03.
 DA0525
 DA0525.The dynamic height is computed by dividing the NAVD 88
 DA0525.geopotential number by the normal gravity value computed on the
 DA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0525.degrees latitude (g = 980.6199 gals.).
 DA0525
 DA0525.The modeled gravity was interpolated from observed gravity values.
 DA0525
 DA0525;                    North         East    Units  Estimated Accuracy
 DA0525;SPC AZ C     -   188,920.      127,130.      MT  (+/- 180 meters Scaled)
 DA0525
 DA0525                          SUPERSEDED SURVEY CONTROL
 DA0525
 DA0525  NGVD 29 (??/??/92)  322.796  (m)         1059.04   (f) ADJ UNCH    1 2
 DA0525
 DA0525.Superseded values are not recommended for survey control.
 DA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0525.See file dsdata.txt to determine how the superseded data were derived.
 DA0525
 DA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB278195(NAD 83)
 DA0525_MARKER: DB = BENCH MARK DISK
 DA0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0525_STAMPING: Z 331 1953
 DA0525_PROJECTION: PROJECTING 10 CENTIMETERS
 DA0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0525+STABILITY: SURFACE MOTION
 DA0525
 DA0525  HISTORY     - Date     Condition        Report By
 DA0525  HISTORY     - 1953     MONUMENTED       CGS
 DA0525  HISTORY     - 1980     GOOD             NGS
 DA0525
 DA0525                          STATION DESCRIPTION
 DA0525
 DA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0525'18.6 MI S FROM GILA BEND.
 DA0525'15.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0525'COMPANY RAILROAD STATION AT GILA BEND, THENCE 3.6 MILES SOUTH ALONG
 DA0525'THE TUCSON, CORNELIA AND GILA BEND RAILROAD, 0.9 MILE SOUTH OF BLACK
 DA0525'GAP WELL, 234 FEET NORTH OF THE NORTHWEST CORNER OF WOODEN BRIDGE 187,
 DA0525'90.2 FEET WEST OF THE WEST RAIL, 29 1/2 FEET EAST OF THE CENTER LINE
 DA0525'OF AN ABANDONED HIGHWAY, 5 FEET EAST OF THE 6TH TELEPHONE POLE NORTH
 DA0525'OF MILEPOLE 19, 3 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET LOWER
 DA0525'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DA0525'FOOT ABOVE THE GROUND.
 DA0525
 DA0525                          STATION RECOVERY (1980)
 DA0525
 DA0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0525'29.6 KM (18.4 MI) SOUTHWEST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0525'RAILWAY FROM THE MARTIN AVENUE CROSSING IN GILA BEND, 1.4 KM (0.9 MI)
 DA0525'SOUTHWEST OF THE ABANDONED BLACK GAP WELL AND STOCK PENS, AT THE
 DA0525'6TH TELEGRAPH POLE NORTHEAST OF RAILWAY MILEPOLE 19, 27.5 METERS
 DA0525'(90.2 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 71.3 METERS
 DA0525'(234 FT) NORTHWEST OF THE NORTHWEST CORNER OF RAILWAY BRIDGE NUMBER
 DA0525'187, 8.2 METERS (27.0 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD,
 DA0525'1.5 METERS (5.0 FT) SOUTHEAST OF THE MILEPOST.
 DA0525'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 DA0525'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0311 ***********************************************************************
 DA0311  DESIGNATION -  Z 332
 DA0311  PID         -  DA0311
 DA0311  STATE/COUNTY-  AZ/PIMA
 DA0311  USGS QUAD   -  AJO NORTH (1990)
 DA0311
 DA0311                         *CURRENT SURVEY CONTROL
 DA0311  ___________________________________________________________________
 DA0311* NAD 83(1986)-  32 27 00.     (N)    112 50 23.     (W)     SCALED    
 DA0311* NAVD 88     -       438.058  (meters)    1437.20   (feet)  ADJUSTED  
 DA0311  ___________________________________________________________________
 DA0311  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DA0311  DYNAMIC HT  -         437.506 (meters)    1435.38  (feet)  COMP
 DA0311  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 DA0311
 DA0311  VERT ORDER  -  FIRST     CLASS II
 DA0311
 DA0311.The horizontal coordinates were scaled from a topographic map and have
 DA0311.an estimated accuracy of +/- 6 seconds.
 DA0311
 DA0311.The orthometric height was determined by differential leveling
 DA0311.and adjusted in June 1991.
 DA0311
 DA0311.The geoid height was determined by GEOID03.
 DA0311
 DA0311.The dynamic height is computed by dividing the NAVD 88
 DA0311.geopotential number by the normal gravity value computed on the
 DA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0311.degrees latitude (g = 980.6199 gals.).
 DA0311
 DA0311.The modeled gravity was interpolated from observed gravity values.
 DA0311
 DA0311;                    North         East    Units  Estimated Accuracy
 DA0311;SPC AZ C     -   161,140.      126,570.      MT  (+/- 180 meters Scaled)
 DA0311
 DA0311                          SUPERSEDED SURVEY CONTROL
 DA0311
 DA0311  NGVD 29 (??/??/92)  437.391  (m)         1435.01   (f) ADJ UNCH    1 2
 DA0311
 DA0311.Superseded values are not recommended for survey control.
 DA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0311.See file dsdata.txt to determine how the superseded data were derived.
 DA0311
 DA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA270918(NAD 83)
 DA0311_MARKER: DB = BENCH MARK DISK
 DA0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0311_STAMPING: Z 332 1953
 DA0311_PROJECTION: PROJECTING 8 CENTIMETERS
 DA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0311+STABILITY: SURFACE MOTION
 DA0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0311+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 DA0311
 DA0311  HISTORY     - Date     Condition        Report By
 DA0311  HISTORY     - 1953     MONUMENTED       CGS
 DA0311  HISTORY     - 1980     GOOD             NGS
 DA0311  HISTORY     - 20060218 GOOD             USPSQD
 DA0311  HISTORY     - 20070603 GOOD             GEOCAC
 DA0311
 DA0311                          STATION DESCRIPTION
 DA0311
 DA0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DA0311'5.5 MI N FROM AJO.
 DA0311'5.5 MILES NORTH ALONG THE TUCSON, CORNELIA AND GILA BEND RAILROAD FROM
 DA0311'THE STATION AT AJO, 0.3 MILE SOUTHEAST OF THE WATER TANK AT CHILDS,
 DA0311'0.1 MILE SOUTHEAST OF MILEPOLE 38, AT THE CROSSING OF A PAVED ROAD
 DA0311'LEADING TO THE AJO AIRPORT, 99 1/2 FEET NORTHEAST OF THE CENTER LINE
 DA0311'OF THE ROAD, 74.4 FEET WEST OF THE WEST RAIL, 4 1/2 FEET SOUTH OF A
 DA0311'TELEPHONE POLE, 2.4 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 DA0311'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DA0311'FOOT ABOVE THE GROUND.
 DA0311
 DA0311                          STATION RECOVERY (1980)
 DA0311
 DA0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0311'9.2 KM (5.7 MI) NORTHEAST ALONG THE TUCSON, CORNELIA AND GILA BEND
 DA0311'RAILWAY FROM THE STATE HIGHWAY 85 CROSSING IN AJO, 3 POLES SOUTHEAST
 DA0311'OF RAILWAY MILEPOLE 38, AT A PAVED ROAD CROSSING IN CHILDS, 22.7
 DA0311'METERS (74.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 30.3 METERS (99.5
 DA0311'FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 26.5 METERS (87.0 FT)
 DA0311'SOUTHEAST OF A POWER POLE WITH A GUY WIRE.
 DA0311'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DA0311'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA0311
 DA0311                          STATION RECOVERY (2006)
 DA0311
 DA0311'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DA0311'RECOVERED AS DESCRIBED.  SIGN MISSING.
 DA0311
 DA0311                          STATION RECOVERY (2007)
 DA0311
 DA0311'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DA0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0251 ***********************************************************************
 CG0251  DESIGNATION -  Z 333
 CG0251  PID         -  CG0251
 CG0251  STATE/COUNTY-  AZ/PIMA
 CG0251  USGS QUAD   -  SAHUARITA (1981)
 CG0251
 CG0251                         *CURRENT SURVEY CONTROL
 CG0251  ___________________________________________________________________
 CG0251* NAD 83(1986)-  31 55 34.     (N)    110 57 32.     (W)     SCALED    
 CG0251* NAVD 88     -       836.897  (meters)    2745.72   (feet)  ADJUSTED  
 CG0251  ___________________________________________________________________
 CG0251  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CG0251  DYNAMIC HT  -         835.693 (meters)    2741.77  (feet)  COMP
 CG0251  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 CG0251
 CG0251  VERT ORDER  -  FIRST     CLASS II
 CG0251
 CG0251.The horizontal coordinates were scaled from a topographic map and have
 CG0251.an estimated accuracy of +/- 6 seconds.
 CG0251
 CG0251.The orthometric height was determined by differential leveling
 CG0251.and adjusted in June 1991.
 CG0251
 CG0251.The geoid height was determined by GEOID03.
 CG0251
 CG0251.The dynamic height is computed by dividing the NAVD 88
 CG0251.geopotential number by the normal gravity value computed on the
 CG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0251.degrees latitude (g = 980.6199 gals.).
 CG0251
 CG0251.The modeled gravity was interpolated from observed gravity values.
 CG0251
 CG0251;                    North         East    Units  Estimated Accuracy
 CG0251;SPC AZ C     -   103,080.      303,930.      MT  (+/- 180 meters Scaled)
 CG0251
 CG0251                          SUPERSEDED SURVEY CONTROL
 CG0251
 CG0251  NGVD 29 (??/??/92)  836.234  (m)         2743.54   (f) ADJ UNCH    1 2
 CG0251
 CG0251.Superseded values are not recommended for survey control.
 CG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0251.See file dsdata.txt to determine how the superseded data were derived.
 CG0251
 CG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA038322(NAD 83)
 CG0251_MARKER: DB = BENCH MARK DISK
 CG0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0251_STAMPING: Z 333 1953
 CG0251_PROJECTION: PROJECTING 3 CENTIMETERS
 CG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0251+STABILITY: SURFACE MOTION
 CG0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0251+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0251
 CG0251  HISTORY     - Date     Condition        Report By
 CG0251  HISTORY     - 1953     MONUMENTED       CGS
 CG0251  HISTORY     - 1960     GOOD             NGS
 CG0251  HISTORY     - 1980     GOOD             NGS
 CG0251  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 CG0251  HISTORY     - 19990213 GOOD             USPSQD
 CG0251  HISTORY     - 20060316 GOOD             USPSQD
 CG0251
 CG0251                          STATION DESCRIPTION
 CG0251
 CG0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0251'2.2 MI S FROM SAHUARITA.
 CG0251'2.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0251'STATION AND THE CROSSING OF A GRAVELED ROAD AT SAHUARITA, 0.2 MILE
 CG0251'SOUTH OF THE Y JUNCTION OF FORMER U. S. HIGHWAY 89 LEADING SOUTH AND
 CG0251'U. S. HIGHWAY 89 LEADING SOUTHWEST, 150 FEET WEST OF AND ACROSS THE
 CG0251'FORMER HIGHWAY FROM THE WEST RAIL, 131 FEET NORTHWEST OF MILEPOLE
 CG0251'1005, 61 FEET WEST OF THE CENTER LINE OF THE FORMER HIGHWAY, 4 FEET
 CG0251'SOUTH OF A POWER LINE POLE, 6.3 FEET EAST OF A FENCE LINE, 1.8 FEET
 CG0251'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY, AND SET IN
 CG0251'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CG0251
 CG0251                          STATION RECOVERY (1960)
 CG0251
 CG0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CG0251'RECOVERED IN GOOD CONDITION.
 CG0251
 CG0251                          STATION RECOVERY (1980)
 CG0251
 CG0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0251'3.4 KILOMETERS (2.1 MILES) SOUTH ALONG THE SOUTHERN PACIFIC
 CG0251'RAILROAD FROM THE POST OFFICE AT SAHUARITA, 0.2 KILOMETER
 CG0251'(0.1 MILE) SOUTH OF THE Y JUNCTION OF U S HIGHWAY 89 AND THE
 CG0251'OLD HIGHWAY 89, AT RAILROAD MILEPOST 1005, 45.7 METERS
 CG0251'(150 FEET) WEST OF AND ACROSS THE OLD HIGHWAY FROM THE WEST
 CG0251'RAIL, 18.9 METERS (62 FEET) WEST OF THE OLD HIGHWAY CENTERLINE,
 CG0251'32.3 METERS (106 FEET) SOUTH OF A POWER POLE, 1.9 METERS
 CG0251'(6.2 FEET) EAST OF A FENCE.
 CG0251'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CG0251'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY..
 CG0251
 CG0251                          STATION RECOVERY (1995)
 CG0251
 CG0251'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0251'MARK NOT FOUND.
 CG0251
 CG0251                          STATION RECOVERY (1999)
 CG0251
 CG0251'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0251'RECOVERED IN GOOD CONDITION.
 CG0251
 CG0251                          STATION RECOVERY (2006)
 CG0251
 CG0251'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0190 ***********************************************************************
 CG0190  DESIGNATION -  Z 334
 CG0190  PID         -  CG0190
 CG0190  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0190  USGS QUAD   -  RIO RICO (1981)
 CG0190
 CG0190                         *CURRENT SURVEY CONTROL
 CG0190  ___________________________________________________________________
 CG0190* NAD 83(1986)-  31 28 55.     (N)    110 59 35.     (W)     SCALED    
 CG0190* NAVD 88     -      1035.32   (+/-2cm)    3396.7    (feet)  VERTCON   
 CG0190  ___________________________________________________________________
 CG0190  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CG0190  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0190
 CG0190.The horizontal coordinates were scaled from a topographic map and have
 CG0190.an estimated accuracy of +/- 6 seconds.
 CG0190
 CG0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0190.The vertical order pertains to the NGVD 29 superseded value.
 CG0190
 CG0190.The geoid height was determined by GEOID03.
 CG0190
 CG0190;                    North         East    Units  Estimated Accuracy
 CG0190;SPC AZ C     -    53,800.      301,120.      MT  (+/- 180 meters Scaled)
 CG0190
 CG0190                          SUPERSEDED SURVEY CONTROL
 CG0190
 CG0190  NGVD 29 (??/??/92) 1034.461  (m)         3393.89   (f) ADJ UNCH    1 2
 CG0190
 CG0190.Superseded values are not recommended for survey control.
 CG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0190.See file dsdata.txt to determine how the superseded data were derived.
 CG0190
 CG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV006830(NAD 83)
 CG0190_MARKER: DB = BENCH MARK DISK
 CG0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0190_STAMPING: Z 334 1953
 CG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0190+STABILITY: SURFACE MOTION
 CG0190
 CG0190  HISTORY     - Date     Condition        Report By
 CG0190  HISTORY     - 1953     MONUMENTED       CGS
 CG0190  HISTORY     - 1976     MARK NOT FOUND   USGS
 CG0190
 CG0190                          STATION DESCRIPTION
 CG0190
 CG0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CG0190'11.8 MI N FROM NOGALES.
 CG0190'11.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0190'STATION AT NOGALES, 16 1/2 FEET NORTHWEST OF MILEPOLE 1038, 0.1 MILE
 CG0190'SOUTH OF THE CROSSING OF A TRACK ROAD, 45.6 FEET WEST OF THE WEST
 CG0190'RAIL, 13 1/2 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 1.7 FEET
 CG0190'EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 CG0190'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CG0190'FOOT ABOVE THE GROUND.
 CG0190
 CG0190                          STATION RECOVERY (1976)
 CG0190
 CG0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0495 ***********************************************************************
 DA0495  DESIGNATION -  Z 336
 DA0495  PID         -  DA0495
 DA0495  STATE/COUNTY-  AZ/PIMA
 DA0495  USGS QUAD   -  COFFEEPOT MOUNTAIN (1990)
 DA0495
 DA0495                         *CURRENT SURVEY CONTROL
 DA0495  ___________________________________________________________________
 DA0495* NAD 83(1986)-  32 28 14.     (N)    112 30 16.     (W)     SCALED    
 DA0495* NAVD 88     -       718.79   (+/-2cm)    2358.2    (feet)  VERTCON   
 DA0495  ___________________________________________________________________
 DA0495  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DA0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0495
 DA0495.The horizontal coordinates were scaled from a topographic map and have
 DA0495.an estimated accuracy of +/- 6 seconds.
 DA0495
 DA0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0495.The vertical order pertains to the NGVD 29 superseded value.
 DA0495
 DA0495.The geoid height was determined by GEOID03.
 DA0495
 DA0495;                    North         East    Units  Estimated Accuracy
 DA0495;SPC AZ C     -   163,190.      158,110.      MT  (+/- 180 meters Scaled)
 DA0495
 DA0495                          SUPERSEDED SURVEY CONTROL
 DA0495
 DA0495  NGVD 29 (??/??/92)  718.065  (m)         2355.85   (f) ADJ UNCH    2 0
 DA0495
 DA0495.Superseded values are not recommended for survey control.
 DA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0495.See file dsdata.txt to determine how the superseded data were derived.
 DA0495
 DA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA586935(NAD 83)
 DA0495_MARKER: DB = BENCH MARK DISK
 DA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0495_STAMPING: Z 336 1961
 DA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0495+STABILITY: SURFACE MOTION
 DA0495
 DA0495  HISTORY     - Date     Condition        Report By
 DA0495  HISTORY     - 1961     MONUMENTED       CGS
 DA0495
 DA0495                          STATION DESCRIPTION
 DA0495
 DA0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0495'18.75 MI W FROM VENTANA.
 DA0495'ABOUT 6.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE WATER TANK
 DA0495'AT VENTANA.  THENCE 12.25 MILES WEST ALONG A DIRT ROAD WHICH FOLLOWS A
 DA0495'PIPE LINE.  0.3 MILE WEST OF A JUNCTION OF THE DIRT ROAD AND A DIRT
 DA0495'ROAD LEADING NORTHWEST, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DA0495'182 FEET EAST OF PIPE LINE MILEPOST NUMBER 59, 1.5 FEET SOUTH OF A
 DA0495'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0495'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0265 ***********************************************************************
 DA0265  DESIGNATION -  Z 337
 DA0265  PID         -  DA0265
 DA0265  STATE/COUNTY-  AZ/PIMA
 DA0265  USGS QUAD   -  PISINIMO (1990)
 DA0265
 DA0265                         *CURRENT SURVEY CONTROL
 DA0265  ___________________________________________________________________
 DA0265* NAD 83(1986)-  32 02 38.     (N)    112 18 12.     (W)     SCALED    
 DA0265* NAVD 88     -       590.24   (+/-2cm)    1936.5    (feet)  VERTCON   
 DA0265  ___________________________________________________________________
 DA0265  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DA0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0265
 DA0265.The horizontal coordinates were scaled from a topographic map and have
 DA0265.an estimated accuracy of +/- 6 seconds.
 DA0265
 DA0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0265.The vertical order pertains to the NGVD 29 superseded value.
 DA0265
 DA0265.The geoid height was determined by GEOID03.
 DA0265
 DA0265;                    North         East    Units  Estimated Accuracy
 DA0265;SPC AZ C     -   115,800.      176,840.      MT  (+/- 180 meters Scaled)
 DA0265
 DA0265                          SUPERSEDED SURVEY CONTROL
 DA0265
 DA0265  NGVD 29 (??/??/92)  589.556  (m)         1934.23   (f) ADJ UNCH    2 0
 DA0265
 DA0265.Superseded values are not recommended for survey control.
 DA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0265.See file dsdata.txt to determine how the superseded data were derived.
 DA0265
 DA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA769460(NAD 83)
 DA0265_MARKER: DB = BENCH MARK DISK
 DA0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0265_STAMPING: Z 337 1961
 DA0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0265+STABILITY: SURFACE MOTION
 DA0265
 DA0265  HISTORY     - Date     Condition        Report By
 DA0265  HISTORY     - 1961     MONUMENTED       CGS
 DA0265
 DA0265                          STATION DESCRIPTION
 DA0265
 DA0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DA0265'1.3 MI NE FROM PISINIMO.
 DA0265'ABOUT 0.35 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE MISSION CHURCH AT
 DA0265'PISINIMO, AN INDIAN VILLAGE.  THENCE 0.95 MILE NORTH ALONG A GRAVELED
 DA0265'ROAD.  79 FEET EAST OF THE CENTER LINE OF THE ROAD, 134 FEET SOUTHEAST
 DA0265'OF AND ACROSS THE ROAD FROM A TELEPHONE POLE, 1.6 FEET EAST OF A METAL
 DA0265'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DA0265'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0118 ***********************************************************************
 CH0118  DESIGNATION -  Z 338
 CH0118  PID         -  CH0118
 CH0118  STATE/COUNTY-  AZ/PIMA
 CH0118  USGS QUAD   -  MENAGERS LAKE (1988)
 CH0118
 CH0118                         *CURRENT SURVEY CONTROL
 CH0118  ___________________________________________________________________
 CH0118* NAD 83(1986)-  31 51 40.     (N)    112 33 37.     (W)     SCALED    
 CH0118* NAVD 88     -       557.48   (+/-2cm)    1829.0    (feet)  VERTCON   
 CH0118  ___________________________________________________________________
 CH0118  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 CH0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0118
 CH0118.The horizontal coordinates were scaled from a topographic map and have
 CH0118.an estimated accuracy of +/- 6 seconds.
 CH0118
 CH0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0118.The vertical order pertains to the NGVD 29 superseded value.
 CH0118
 CH0118.The geoid height was determined by GEOID03.
 CH0118
 CH0118;                    North         East    Units  Estimated Accuracy
 CH0118;SPC AZ C     -    95,650.      152,460.      MT  (+/- 180 meters Scaled)
 CH0118
 CH0118                          SUPERSEDED SURVEY CONTROL
 CH0118
 CH0118  NGVD 29 (??/??/92)  556.758  (m)         1826.63   (f) ADJ UNCH    2 0
 CH0118
 CH0118.Superseded values are not recommended for survey control.
 CH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0118.See file dsdata.txt to determine how the superseded data were derived.
 CH0118
 CH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA523261(NAD 83)
 CH0118_MARKER: DB = BENCH MARK DISK
 CH0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0118_STAMPING: Z 338 1961
 CH0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0118+STABILITY: SURFACE MOTION
 CH0118
 CH0118  HISTORY     - Date     Condition        Report By
 CH0118  HISTORY     - 1961     MONUMENTED       CGS
 CH0118
 CH0118                          STATION DESCRIPTION
 CH0118
 CH0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0118'3.6 MI N FROM MENAGERS.
 CH0118'ABOUT 3.6 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE WATER TANK AND
 CH0118'WINDMILL AT MENAGERS, AN INIDAN VILLAGE.  1.9 MILES NORTH OF THE
 CH0118'NORTHWEST END OF A LOW RANGE OF MOUNTAINS, 63 FEET WEST OF THE CENTER
 CH0118'LINE OF THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 CH0118'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0036 ***********************************************************************
 CH0036  DESIGNATION -  Z 339
 CH0036  PID         -  CH0036
 CH0036  STATE/COUNTY-  AZ/PIMA
 CH0036  USGS QUAD   -  TECOLOTE RANCH (1988)
 CH0036
 CH0036                         *CURRENT SURVEY CONTROL
 CH0036  ___________________________________________________________________
 CH0036* NAD 83(1986)-  31 42 46.     (N)    112 04 08.     (W)     SCALED    
 CH0036* NAVD 88     -       672.81   (+/-2cm)    2207.4    (feet)  VERTCON   
 CH0036  ___________________________________________________________________
 CH0036  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 CH0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0036
 CH0036.The horizontal coordinates were scaled from a topographic map and have
 CH0036.an estimated accuracy of +/- 6 seconds.
 CH0036
 CH0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0036.The vertical order pertains to the NGVD 29 superseded value.
 CH0036
 CH0036.The geoid height was determined by GEOID03.
 CH0036
 CH0036;                    North         East    Units  Estimated Accuracy
 CH0036;SPC AZ C     -    79,030.      198,930.      MT  (+/- 180 meters Scaled)
 CH0036
 CH0036                          SUPERSEDED SURVEY CONTROL
 CH0036
 CH0036  NGVD 29 (??/??/92)  672.102  (m)         2205.05   (f) ADJ UNCH    2 0
 CH0036
 CH0036.Superseded values are not recommended for survey control.
 CH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0036.See file dsdata.txt to determine how the superseded data were derived.
 CH0036
 CH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA987090(NAD 83)
 CH0036_MARKER: DB = BENCH MARK DISK
 CH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0036_STAMPING: Z 339 1961
 CH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0036+STABILITY: SURFACE MOTION
 CH0036
 CH0036  HISTORY     - Date     Condition        Report By
 CH0036  HISTORY     - 1961     MONUMENTED       CGS
 CH0036
 CH0036                          STATION DESCRIPTION
 CH0036
 CH0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0036'12.75 MI SE FROM KOTS KUG.
 CH0036'ABOUT 1.6 MILES SOUTH ALONG A DIM TRAIL ROAD FROM A WELL AND LARGE
 CH0036'STONE WATER TANK AT KOTS KUG, AN INDIAN VILLAGE.  THENCE 1.25 MILES
 CH0036'EAST ALONG A GRADED DIRT ROAD.  THENCE 9.8 MILES SOUTHEAST ALONG A
 CH0036'TRAIL ROAD.  OR ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE
 CH0036'WINDMILL AND TWO WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG
 CH0036'A DIRT ROAD.  THENCE 9.8 MILES SOUTHWEST ALONG A DIRT ROAD.  THENCE
 CH0036'3.9 MILES NORTHWEST ALONG A TRAIL ROAD, 1.2 MILES SOUTHEAST OF A
 CH0036'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CH0036'NUMBERED 69, 2.8 MILES SOUTHEAST OF A WINDMILL AND METAL WATER TANK,
 CH0036'111 FEET SOUTHWEST OF A FENCE LINE, 37 FEET NORTHEAST OF THE CENTER
 CH0036'LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 CH0036'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CH0036'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0184 ***********************************************************************
 FP0184  DESIGNATION -  Z 34
 FP0184  PID         -  FP0184
 FP0184  STATE/COUNTY-  AZ/APACHE
 FP0184  USGS QUAD   -  WINDOW ROCK (1983)
 FP0184
 FP0184                         *CURRENT SURVEY CONTROL
 FP0184  ___________________________________________________________________
 FP0184* NAD 83(1986)-  35 39 36.     (N)    109 04 22.     (W)     SCALED    
 FP0184* NAVD 88     -      2045.445  (meters)    6710.76   (feet)  ADJUSTED  
 FP0184  ___________________________________________________________________
 FP0184  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FP0184  DYNAMIC HT  -        2042.586 (meters)    6701.38  (feet)  COMP
 FP0184  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 FP0184
 FP0184  VERT ORDER  -  FIRST     CLASS II
 FP0184
 FP0184.The horizontal coordinates were scaled from a topographic map and have
 FP0184.an estimated accuracy of +/- 6 seconds.
 FP0184
 FP0184.The orthometric height was determined by differential leveling
 FP0184.and adjusted in June 1991.
 FP0184
 FP0184.The geoid height was determined by GEOID03.
 FP0184
 FP0184.The dynamic height is computed by dividing the NAVD 88
 FP0184.geopotential number by the normal gravity value computed on the
 FP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0184.degrees latitude (g = 980.6199 gals.).
 FP0184
 FP0184.The modeled gravity was interpolated from observed gravity values.
 FP0184
 FP0184;                    North         East    Units  Estimated Accuracy
 FP0184;SPC AZ E     -   517,340.      312,400.      MT  (+/- 180 meters Scaled)
 FP0184
 FP0184                          SUPERSEDED SURVEY CONTROL
 FP0184
 FP0184  NGVD 29 (??/??/92) 2044.461  (m)         6707.54   (f) ADJ UNCH    1 2
 FP0184
 FP0184.Superseded values are not recommended for survey control.
 FP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0184.See file dsdata.txt to determine how the superseded data were derived.
 FP0184
 FP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE744479(NAD 83)
 FP0184_MARKER: DB = BENCH MARK DISK
 FP0184_SETTING: 66 = SET IN ROCK OUTCROP
 FP0184_SP_SET: OUTCROP
 FP0184_STAMPING: Z 34 1933
 FP0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0184+STABILITY: POSITION/ELEVATION WELL
 FP0184
 FP0184  HISTORY     - Date     Condition        Report By
 FP0184  HISTORY     - 1933     MONUMENTED       CGS
 FP0184  HISTORY     - 1955     MARK NOT FOUND   USGS
 FP0184
 FP0184                          STATION DESCRIPTION
 FP0184
 FP0184'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FP0184'29.5 MI SE FROM GANADO.
 FP0184'ABOUT 29.5 MILES SOUTHEAST ALONG THE ROAD TO GALLUP FROM THE POST
 FP0184'OFFICE AT GANADO, ABOUT 1.8 MILES EAST OF THE JOE KUHN TRADING POST,
 FP0184'ABOUT .9 MILE WEST OF THE EAST JUNCTION OF A ROAD LEADING TO FORT
 FP0184'DEFIANCE, 49 YARDS SOUTHEAST OF THE CENTER OF A CULVERT LOCATED AT THE
 FP0184'JUNCTION OF AN ABANDONED ROAD ENTERING THE MAIN ROAD FROM THE
 FP0184'SOUTHEAST, 115 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 56 FEET
 FP0184'SOUTH OF THE CENTERLINE OF THE OLD ROAD, AT THE NORTH END OF A NORTH
 FP0184'SLOPE COVERED WITH OUTCROPS, AND IN THE TOP OF A SANDSTONE OUTCROP AT
 FP0184'GROUND LEVEL IS SET A STANDARD DISK.  NOTE-- ROAD CONSTRUCTION IN THIS
 FP0184'AREA MAY HAVE BURIED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0768 ***********************************************************************
 CG0768  DESIGNATION -  Z 340
 CG0768  PID         -  CG0768
 CG0768  STATE/COUNTY-  AZ/PIMA
 CG0768  USGS QUAD   -  VAMORI (1979)
 CG0768
 CG0768                         *CURRENT SURVEY CONTROL
 CG0768  ___________________________________________________________________
 CG0768* NAD 83(1986)-  31 42 43.     (N)    111 54 47.     (W)     SCALED    
 CG0768* NAVD 88     -       689.33   (+/-2cm)    2261.6    (feet)  VERTCON   
 CG0768  ___________________________________________________________________
 CG0768  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 CG0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0768
 CG0768.The horizontal coordinates were scaled from a topographic map and have
 CG0768.an estimated accuracy of +/- 6 seconds.
 CG0768
 CG0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0768.The vertical order pertains to the NGVD 29 superseded value.
 CG0768
 CG0768.The geoid height was determined by GEOID03.
 CG0768
 CG0768;                    North         East    Units  Estimated Accuracy
 CG0768;SPC AZ C     -    78,930.      213,700.      MT  (+/- 180 meters Scaled)
 CG0768
 CG0768                          SUPERSEDED SURVEY CONTROL
 CG0768
 CG0768  NGVD 29 (??/??/92)  688.615  (m)         2259.23   (f) ADJ UNCH    2 0
 CG0768
 CG0768.Superseded values are not recommended for survey control.
 CG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0768.See file dsdata.txt to determine how the superseded data were derived.
 CG0768
 CG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA134088(NAD 83)
 CG0768_MARKER: DB = BENCH MARK DISK
 CG0768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CG0768_SP_SET: 24 FT.
 CG0768_STAMPING: Z 340 1961
 CG0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0768
 CG0768  HISTORY     - Date     Condition        Report By
 CG0768  HISTORY     - 1961     MONUMENTED       CGS
 CG0768  HISTORY     - 1977     GOOD             USGS
 CG0768
 CG0768                          STATION DESCRIPTION
 CG0768
 CG0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CG0768'1.05 MI SW FROM VAMORI.
 CG0768'ABOUT 0.45 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE WINDMILL AND TWO
 CG0768'WATER TANKS AT VAMORI.  THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD.
 CG0768'THENCE 0.45 MILE SOUTHWEST ALONG A DIRT ROAD, 0.15 MILE SOUTHWEST OF A
 CG0768'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS
 CG0768'NUMBERED 72, 0.6 MILE SOUTHWEST OF A STUCCO CHURCH, 30 FEET SOUTH OF
 CG0768'THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 CG0768'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, CLAMPED ON THE TOP OF A
 CG0768'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND
 CG0768'IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 CG0768
 CG0768                          STATION RECOVERY (1977)
 CG0768
 CG0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0768'DELETE MILES SOUTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST
 CG0768'WHICH PROJECTS 16 FT AND IS NUMBERED 72.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0204 ***********************************************************************
 FQ0204  DESIGNATION -  Z 341
 FQ0204  PID         -  FQ0204
 FQ0204  STATE/COUNTY-  AZ/COCONINO
 FQ0204  USGS QUAD   -  BABBITT WASH (1983)
 FQ0204
 FQ0204                         *CURRENT SURVEY CONTROL
 FQ0204  ___________________________________________________________________
 FQ0204* NAD 83(1986)-  35 08 24.     (N)    111 12 55.     (W)     SCALED    
 FQ0204* NAVD 88     -      1740.778  (meters)    5711.20   (feet)  ADJUSTED  
 FQ0204  ___________________________________________________________________
 FQ0204  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FQ0204  DYNAMIC HT  -        1738.417 (meters)    5703.46  (feet)  COMP
 FQ0204  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 FQ0204
 FQ0204  VERT ORDER  -  FIRST     CLASS II
 FQ0204
 FQ0204.The horizontal coordinates were scaled from a topographic map and have
 FQ0204.an estimated accuracy of +/- 6 seconds.
 FQ0204
 FQ0204.The orthometric height was determined by differential leveling
 FQ0204.and adjusted in June 1991.
 FQ0204
 FQ0204.The geoid height was determined by GEOID03.
 FQ0204
 FQ0204.The dynamic height is computed by dividing the NAVD 88
 FQ0204.geopotential number by the normal gravity value computed on the
 FQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0204.degrees latitude (g = 980.6199 gals.).
 FQ0204
 FQ0204.The modeled gravity was interpolated from observed gravity values.
 FQ0204
 FQ0204;                    North         East    Units  Estimated Accuracy
 FQ0204;SPC AZ C     -   459,330.      277,270.      MT  (+/- 180 meters Scaled)
 FQ0204
 FQ0204                          SUPERSEDED SURVEY CONTROL
 FQ0204
 FQ0204  NGVD 29 (??/??/92) 1739.879  (m)         5708.25   (f) ADJ UNCH    1 2
 FQ0204
 FQ0204.Superseded values are not recommended for survey control.
 FQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0204.See file dsdata.txt to determine how the superseded data were derived.
 FQ0204
 FQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD803885(NAD 83)
 FQ0204_MARKER: DB = BENCH MARK DISK
 FQ0204_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0204_SP_SET: BEDROCK
 FQ0204_STAMPING: Z 341 1958
 FQ0204_MARK LOGO: CGS   
 FQ0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0204
 FQ0204  HISTORY     - Date     Condition        Report By
 FQ0204  HISTORY     - 1958     MONUMENTED       CGS
 FQ0204  HISTORY     - 1983     GOOD             NGS
 FQ0204
 FQ0204                          STATION DESCRIPTION
 FQ0204
 FQ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FQ0204'27.1 MI E FROM FLAGSTAFF.
 FQ0204'27.1 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD DEPOT
 FQ0204'IN FLAGSTAFF, 0.4 MILE EAST OF MILEPOST NUMBER 242, MIDWAY BETWEEN THE
 FQ0204'ROAD AND A FENCE, 68 FEET WEST OF A TELEPHONE POLE, 57.6 FEET
 FQ0204'NORTHEAST OF A GATE LEADING TO GORTEN DAM, 48 FEET NORTH OF THE FENCE,
 FQ0204'5 FEET NORTHEAST OF A WITNESS POST AND CEMENT IN A DRILL HOLE IN
 FQ0204'BEDROCK FLUSH WITH THE GROUND.
 FQ0204
 FQ0204                          STATION RECOVERY (1983)
 FQ0204
 FQ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FQ0204'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 FQ0204'MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE RAILROAD STATION
 FQ0204'IN FLAGSTAFF, THENCE 29.3 KM (18.2 MI) EASTERLY ALONG INTERSTATE
 FQ0204'HIGHWAY 40, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 223, IN THE CENTER
 FQ0204'OF A 1 BY 1 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 32.0 METERS (105.0
 FQ0204'FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY
 FQ0204'AND 14.7 METERS (48.2 FT) NORTHEAST OF A FENCE.
 FQ0204'THE MARK IS 1.6 METERS  NE FROM A WITNESS POST.
 FQ0204'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CH0056 ***********************************************************************
 CH0056  DESIGNATION -  Z 341
 CH0056  PID         -  CH0056
 CH0056  STATE/COUNTY-  AZ/PIMA
 CH0056  USGS QUAD   -  KUPK (1988)
 CH0056
 CH0056                         *CURRENT SURVEY CONTROL
 CH0056  ___________________________________________________________________
 CH0056* NAD 83(1986)-  31 54 48.     (N)    112 12 04.     (W)     SCALED    
 CH0056* NAVD 88     -       563.86   (+/-2cm)    1849.9    (feet)  VERTCON   
 CH0056  ___________________________________________________________________
 CH0056  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 CH0056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CH0056
 CH0056.The horizontal coordinates were scaled from a topographic map and have
 CH0056.an estimated accuracy of +/- 6 seconds.
 CH0056
 CH0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CH0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CH0056.The vertical order pertains to the NGVD 29 superseded value.
 CH0056
 CH0056.The geoid height was determined by GEOID03.
 CH0056
 CH0056;                    North         East    Units  Estimated Accuracy
 CH0056;SPC AZ C     -   101,290.      186,460.      MT  (+/- 180 meters Scaled)
 CH0056
 CH0056                          SUPERSEDED SURVEY CONTROL
 CH0056
 CH0056  NGVD 29 (??/??/92)  563.186  (m)         1847.72   (f) ADJ UNCH    2 0
 CH0056
 CH0056.Superseded values are not recommended for survey control.
 CH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CH0056.See file dsdata.txt to determine how the superseded data were derived.
 CH0056
 CH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RUA864314(NAD 83)
 CH0056_MARKER: DB = BENCH MARK DISK
 CH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CH0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CH0056_STAMPING: Z 341 1961
 CH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CH0056+STABILITY: SURFACE MOTION
 CH0056
 CH0056  HISTORY     - Date     Condition        Report By
 CH0056  HISTORY     - 1961     MONUMENTED       CGS
 CH0056
 CH0056                          STATION DESCRIPTION
 CH0056
 CH0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CH0056'1.0 MI E FROM KUPK.
 CH0056'ABOUT 1.0 MILE EAST ALONG A TRAIL ROAD FROM THE STUCCO CHURCH AT KUPK,
 CH0056'AN INDIAN VILLAGE.  2.2 MILES WEST OF A METAL WINDMILL TOWER AND WATER
 CH0056'SUPPLY TANK, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 CH0056'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CH0056'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THIS MARK IS
 CH0056'0.5 MILE SOUTH AND 1.0 MILE EAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 CH0056'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 62.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0245 ***********************************************************************
 ET0245  DESIGNATION -  Z 342 RESET
 ET0245  PID         -  ET0245
 ET0245  STATE/COUNTY-  AZ/YAVAPAI
 ET0245  USGS QUAD   -  BUMBLE BEE (1969)
 ET0245
 ET0245                         *CURRENT SURVEY CONTROL
 ET0245  ___________________________________________________________________
 ET0245* NAD 83(1986)-  34 11 57.     (N)    112 07 44.     (W)     SCALED    
 ET0245* NAVD 88     -      1029.83   (+/-2cm)    3378.7    (feet)  VERTCON   
 ET0245  ___________________________________________________________________
 ET0245  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 ET0245  VERT ORDER  -  THIRD (See Below)
 ET0245
 ET0245.The horizontal coordinates were scaled from a topographic map and have
 ET0245.an estimated accuracy of +/- 6 seconds.
 ET0245
 ET0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0245.The vertical order pertains to the NGVD 29 superseded value.
 ET0245
 ET0245.The geoid height was determined by GEOID03.
 ET0245
 ET0245;                    North         East    Units  Estimated Accuracy
 ET0245;SPC AZ C     -   354,760.      193,800.      MT  (+/- 180 meters Scaled)
 ET0245
 ET0245                          SUPERSEDED SURVEY CONTROL
 ET0245
 ET0245  NGVD 29 (??/??/??) 1029.18   (m)         3376.6    (f) RESET       3  
 ET0245
 ET0245.Superseded values are not recommended for survey control.
 ET0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0245.See file dsdata.txt to determine how the superseded data were derived.
 ET0245
 ET0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC959848(NAD 83)
 ET0245_MARKER: DB = BENCH MARK DISK
 ET0245_SETTING: 66 = SET IN ROCK OUTCROP
 ET0245_SP_SET: ROCK OUTCROP
 ET0245_STAMPING: Z 342 RESET 1963
 ET0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0245+STABILITY: POSITION/ELEVATION WELL
 ET0245
 ET0245  HISTORY     - Date     Condition        Report By
 ET0245  HISTORY     - 1963     MONUMENTED       AZDT
 ET0245
 ET0245                          STATION DESCRIPTION
 ET0245
 ET0245'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1963
 ET0245'10.0 MI N FROM BLACK CANYON.
 ET0245'10 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
 ET0245'CANYON, 72 FEET SOUTH OF MILEPOST 253, 142 FEET WEST OF THE CENTER OF
 ET0245'THE HIGHWAY, 42 FEET WEST OF THE FENCE, 4 FEET SOUTHEAST OF THE
 ET0245'WITNESS POST, SET IN A DRILL HOLE IN ROCK OUTCROP PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0213 ***********************************************************************
 ET0213  DESIGNATION -  Z 343
 ET0213  PID         -  ET0213
 ET0213  STATE/COUNTY-  AZ/YAVAPAI
 ET0213  USGS QUAD   -  ESTLER PEAK (1974)
 ET0213
 ET0213                         *CURRENT SURVEY CONTROL
 ET0213  ___________________________________________________________________
 ET0213* NAD 83(1986)-  34 25 08.     (N)    112 03 47.     (W)     SCALED    
 ET0213* NAVD 88     -      1177.42   (+/-2cm)    3862.9    (feet)  VERTCON   
 ET0213  ___________________________________________________________________
 ET0213  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 ET0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0213
 ET0213.The horizontal coordinates were scaled from a topographic map and have
 ET0213.an estimated accuracy of +/- 6 seconds.
 ET0213
 ET0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0213.The vertical order pertains to the NGVD 29 superseded value.
 ET0213
 ET0213.The geoid height was determined by GEOID03.
 ET0213
 ET0213;                    North         East    Units  Estimated Accuracy
 ET0213;SPC AZ C     -   379,130.      199,900.      MT  (+/- 180 meters Scaled)
 ET0213
 ET0213                          SUPERSEDED SURVEY CONTROL
 ET0213
 ET0213  NGVD 29 (??/??/92) 1176.700  (m)         3860.56   (f) ADJ UNCH    2 0
 ET0213
 ET0213.Superseded values are not recommended for survey control.
 ET0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0213.See file dsdata.txt to determine how the superseded data were derived.
 ET0213
 ET0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD023091(NAD 83)
 ET0213_MARKER: DB = BENCH MARK DISK
 ET0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ET0213_SP_SET: ABOUTMENT
 ET0213_STAMPING: Z 343 1959
 ET0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ET0213
 ET0213  HISTORY     - Date     Condition        Report By
 ET0213  HISTORY     - 1959     MONUMENTED       CGS
 ET0213
 ET0213                          STATION DESCRIPTION
 ET0213
 ET0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ET0213'18.8 MI W FROM CAMP VERDE.
 ET0213'3.0 MILES SOUTHWEST ALONG THE HIGHWAY LEADING TO PHOENIX FROM THE POST
 ET0213'OFFICE IN CAMP VERDE, THENCE 15.8 MILES SOUTH ALONG STATE HIGHWAY 79,
 ET0213'0.05 MILE NORTH OF MILEPOST 270, 50 FEET EAST OF CENTER OF THE
 ET0213'HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE EAST ABUTMENT OF A
 ET0213'CONCRETE BRIDGE CEMENTED IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1008 ***********************************************************************
 DA1008  DESIGNATION -  Z 344
 DA1008  PID         -  DA1008
 DA1008  STATE/COUNTY-  AZ/YUMA
 DA1008  USGS QUAD   -  MONUMENT BLUFF (1990)
 DA1008
 DA1008                         *CURRENT SURVEY CONTROL
 DA1008  ___________________________________________________________________
 DA1008* NAD 83(1986)-  32 06 55.     (N)    113 34 38.     (W)     SCALED    
 DA1008* NAVD 88     -       243.51   (+/-2cm)     798.9    (feet)  VERTCON   
 DA1008  ___________________________________________________________________
 DA1008  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DA1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1008
 DA1008.The horizontal coordinates were scaled from a topographic map and have
 DA1008.an estimated accuracy of +/- 6 seconds.
 DA1008
 DA1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1008.The vertical order pertains to the NGVD 29 superseded value.
 DA1008
 DA1008.The geoid height was determined by GEOID03.
 DA1008
 DA1008;                    North         East    Units  Estimated Accuracy
 DA1008;SPC AZ W     -   123,670.      229,670.      MT  (+/- 180 meters Scaled)
 DA1008
 DA1008                          SUPERSEDED SURVEY CONTROL
 DA1008
 DA1008  NGVD 29 (??/??/92)  242.830  (m)          796.68   (f) ADJ UNCH    2 0
 DA1008
 DA1008.Superseded values are not recommended for survey control.
 DA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1008.See file dsdata.txt to determine how the superseded data were derived.
 DA1008
 DA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA568561(NAD 83)
 DA1008_MARKER: DB = BENCH MARK DISK
 DA1008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DA1008_SP_SET: 11 1/2 FT
 DA1008_STAMPING: Z 344 1961
 DA1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1008
 DA1008  HISTORY     - Date     Condition        Report By
 DA1008  HISTORY     - 1961     MONUMENTED       CGS
 DA1008  HISTORY     - 1962     GOOD             NGS
 DA1008
 DA1008                          STATION DESCRIPTION
 DA1008
 DA1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA1008'13.9 MI SE FROM TULE WELL.
 DA1008'ABOUT 13.9 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA1008'COMMISSION SHELTER AT TULE WELL, 1.7 MILES SOUTHEAST OF A 4X4-INCH
 DA1008'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 29,
 DA1008'27 FEET NORTH OF THE UNITED STATES-MEXICO BORDER, 15 FEET SOUTH OF THE
 DA1008'CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 DA1008'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DA1008'THAT IS DRIVEN TO A DEPTH OF 11 1/2 FEET AND IS ENCASED IN A 6-INCH
 DA1008'TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0326 ***********************************************************************
 FQ0326  DESIGNATION -  Z 344
 FQ0326  PID         -  FQ0326
 FQ0326  STATE/COUNTY-  AZ/COCONINO
 FQ0326  USGS QUAD   -  FLAGSTAFF WEST (1983)
 FQ0326
 FQ0326                         *CURRENT SURVEY CONTROL
 FQ0326  ___________________________________________________________________
 FQ0326* NAD 83(2007)-  35 09 09.35474(N)    111 40 51.79572(W)     ADJUSTED  
 FQ0326* NAVD 88     -      2125.958  (meters)    6974.91   (feet)  ADJUSTED  
 FQ0326  ___________________________________________________________________
 FQ0326  EPOCH DATE  -        2007.00
 FQ0326  X           -  -1,929,367.242 (meters)                     COMP
 FQ0326  Y           -  -4,852,956.180 (meters)                     COMP
 FQ0326  Z           -   3,652,932.531 (meters)                     COMP
 FQ0326  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FQ0326  ELLIP HEIGHT-        2102.743 (meters)          (02/10/07) ADJUSTED
 FQ0326  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FQ0326  DYNAMIC HT  -        2122.924 (meters)    6964.96  (feet)  COMP
 FQ0326
 FQ0326  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FQ0326  Type    PID    Designation                      North   East  Ellip
 FQ0326  -------------------------------------------------------------------
 FQ0326  NETWORK FQ0326 Z 344                             0.55   0.49   1.14
 FQ0326  -------------------------------------------------------------------
 FQ0326  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 FQ0326
 FQ0326  VERT ORDER  -  FIRST     CLASS II
 FQ0326
 FQ0326.The horizontal coordinates were established by GPS observations
 FQ0326.and adjusted by the National Geodetic Survey in February 2007.
 FQ0326
 FQ0326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FQ0326.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FQ0326.The horizontal coordinates are valid at the epoch date displayed above.
 FQ0326.The epoch date for horizontal control is a decimal equivalence
 FQ0326.of Year/Month/Day.
 FQ0326
 FQ0326.The orthometric height was determined by differential leveling
 FQ0326.and adjusted in June 1991.
 FQ0326.WARNING-GPS observations at this control monument resulted in a GPS
 FQ0326.derived orthometric height which differed from the leveled height by
 FQ0326.more than one decimeter (0.1 meter).
 FQ0326
 FQ0326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FQ0326
 FQ0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FQ0326
 FQ0326.The ellipsoidal height was determined by GPS observations
 FQ0326.and is referenced to NAD 83.
 FQ0326
 FQ0326.The geoid height was determined by GEOID03.
 FQ0326
 FQ0326.The dynamic height is computed by dividing the NAVD 88
 FQ0326.geopotential number by the normal gravity value computed on the
 FQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0326.degrees latitude (g = 980.6199 gals.).
 FQ0326
 FQ0326.The modeled gravity was interpolated from observed gravity values.
 FQ0326
 FQ0326;                    North         East     Units Scale Factor Converg.
 FQ0326;SPC AZ C     -   460,527.519   234,826.482   MT  0.99990568   +0 08 08.4
 FQ0326;SPC AZ C     - 1,510,917.06    770,428.09   iFT  0.99990568   +0 08 08.4
 FQ0326;UTM  12      - 3,890,178.150   437,967.763   MT  0.99964742   -0 23 31.7
 FQ0326
 FQ0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FQ0326!SPC AZ C     -   0.99967005  x   0.99990568  =   0.99957576
 FQ0326!UTM  12      -   0.99967005  x   0.99964742  =   0.99931759
 FQ0326
 FQ0326                          SUPERSEDED SURVEY CONTROL
 FQ0326
 FQ0326  ELLIP H (08/22/01) 2102.763  (m)                       GP(       ) 3 2
 FQ0326  NAD 83(1992)-  35 09 09.35384(N)    111 40 51.79453(W) AD(       ) 3
 FQ0326  ELLIP H (10/09/97) 2102.831  (m)                       GP(       ) 3 2
 FQ0326  NGVD 29 (??/??/92) 2124.933  (m)         6971.55   (f) ADJ UNCH    1 2
 FQ0326
 FQ0326.Superseded values are not recommended for survey control.
 FQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0326.See file dsdata.txt to determine how the superseded data were derived.
 FQ0326
 FQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD3796890178(NAD 83)
 FQ0326_MARKER: DB = BENCH MARK DISK
 FQ0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FQ0326_SP_SET: CONCRETE BOX CULVERT
 FQ0326_STAMPING: Z 344 1959
 FQ0326_MARK LOGO: CGS   
 FQ0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 FQ0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FQ0326+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 FQ0326
 FQ0326  HISTORY     - Date     Condition        Report By
 FQ0326  HISTORY     - 1959     MONUMENTED       CGS
 FQ0326  HISTORY     - 1982     GOOD             NGS
 FQ0326  HISTORY     - 19970606 GOOD             NGS
 FQ0326  HISTORY     - 20050929 GOOD             USPSQD
 FQ0326  HISTORY     - 20071112 GOOD             GEOCAC
 FQ0326
 FQ0326                          STATION DESCRIPTION
 FQ0326
 FQ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FQ0326'4.0 MI SW FROM FLAGSTAFF.
 FQ0326'0.7 MILE WEST AND SOUTH ALONG U.S. HIGHWAY 66 AND 89 FROM THE RAILROAD
 FQ0326'STATION AT FLAGSTAFF, THENCE 3.1 MILES SOUTH ALONG U.S. HIGHWAY 89A,
 FQ0326'0.3 MILES SOUTH OF MILEPOST 400, 43 FEET WEST OF THE CENTER OF THE
 FQ0326'SOUTH-BOUND LANE OF INTERSTATE HIGHWAY 17, 2.4 FEET SOUTH OF THE
 FQ0326'WITNESS POST, CEMENTED IN A DRILL HOLE OF THE WEST HEADWALL OF A 8
 FQ0326'FOOT CONCRETE BRIDGE.
 FQ0326
 FQ0326                          STATION RECOVERY (1982)
 FQ0326
 FQ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FQ0326'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FQ0326'2.7 KM (1.7 MI) SOUTH ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0326'INTERSECTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF
 FQ0326'THE WEST HEADWALL OF A 6 BY 7 FOOT CONCRETE BOX CULVERT UNDER THE
 FQ0326'SOUTH BOUND LANES OF INTERSTATE 17, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 FQ0326'400, 15.7 METERS (51.5 FT) EAST OF HIGHWAY 89 ALTERNATE CENTERLINE,
 FQ0326'23.0 METERS (75.5 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 FQ0326'OF INTERSTATE 17, 1.2 METERS (4.0 FT) NORTH OF THE SOUTH END OF THE
 FQ0326'HEADWALL, 0.25 METER (0.8 FT) NORTH OF BENCH MARK 7285+00 AHD.
 FQ0326'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 FQ0326'THE MARK IS 0.7 M ABOVE HIGHWAY 89 ALTERNATE.
 FQ0326
 FQ0326                          STATION RECOVERY (1997)
 FQ0326
 FQ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 FQ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 06JUN1997 (WCW) .  RECOVERED
 FQ0326'IN GOOD CONDITION AS DESCRIBED WITH NOTES.  TO REACH FROM THE
 FQ0326'T-JUNCTION OF STATE HIGHWAY 89A (JW POWELL BLVD) WITH BEULAH BLVD ON
 FQ0326'THE WEST SIDE OF INTERSTATE 17 (EXIT 337, AIRPORT EXIT) , GO NORTH ON
 FQ0326'BEULAH BLVD FOR 1.6 KM (1.00 MI) TO THE STATION ON RIGHT.  1982 TIES
 FQ0326'ARE ADEQUATE.
 FQ0326
 FQ0326                          STATION RECOVERY (2005)
 FQ0326
 FQ0326'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FQ0326'RECOVERED AS DESCRIBED
 FQ0326
 FQ0326                          STATION RECOVERY (2007)
 FQ0326
 FQ0326'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 FQ0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0865 ***********************************************************************
 DA0865  DESIGNATION -  Z 345
 DA0865  PID         -  DA0865
 DA0865  STATE/COUNTY-  AZ/PIMA
 DA0865  USGS QUAD   -  WEST OF GROWLER PEAK (1990)
 DA0865
 DA0865                         *CURRENT SURVEY CONTROL
 DA0865  ___________________________________________________________________
 DA0865* NAD 83(1986)-  32 25 53.     (N)    113 12 26.     (W)     SCALED    
 DA0865* NAVD 88     -       220.24   (+/-2cm)     722.6    (feet)  VERTCON   
 DA0865  ___________________________________________________________________
 DA0865  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DA0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0865
 DA0865.The horizontal coordinates were scaled from a topographic map and have
 DA0865.an estimated accuracy of +/- 6 seconds.
 DA0865
 DA0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0865.The vertical order pertains to the NGVD 29 superseded value.
 DA0865
 DA0865.The geoid height was determined by GEOID03.
 DA0865
 DA0865;                    North         East    Units  Estimated Accuracy
 DA0865;SPC AZ C     -   159,430.       91,990.      MT  (+/- 180 meters Scaled)
 DA0865
 DA0865                          SUPERSEDED SURVEY CONTROL
 DA0865
 DA0865  NGVD 29 (??/??/92)  219.596  (m)          720.46   (f) ADJ UNCH    2 0
 DA0865
 DA0865.Superseded values are not recommended for survey control.
 DA0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0865.See file dsdata.txt to determine how the superseded data were derived.
 DA0865
 DA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA924903(NAD 83)
 DA0865_MARKER: DB = BENCH MARK DISK
 DA0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0865_STAMPING: Z 345 1961
 DA0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0865+STABILITY: SURFACE MOTION
 DA0865
 DA0865  HISTORY     - Date     Condition        Report By
 DA0865  HISTORY     - 1961     MONUMENTED       CGS
 DA0865  HISTORY     - 1962     GOOD             NGS
 DA0865
 DA0865                          STATION DESCRIPTION
 DA0865
 DA0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0865'6.65 MI SE FROM TONY TANK.
 DA0865'ABOUT 6.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE STONE WATER
 DA0865'TANK AT TONY TANK, 1.6 MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN
 DA0865'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 44, 1.0 MILES
 DA0865'NORTHWEST OF THE FISH AND GAME COMMISSION SIGN MARKING THE NORTH
 DA0865'BOUNDARY OF THE GAME REFUGE, 33 FEET NORTHEAST OF THE CENTER LINE OF
 DA0865'THE ROAD, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DA0865'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0257 ***********************************************************************
 ES0257  DESIGNATION -  Z 345
 ES0257  PID         -  ES0257
 ES0257  STATE/COUNTY-  AZ/NAVAJO
 ES0257  USGS QUAD   -  HIBBARD (1970)
 ES0257
 ES0257                         *CURRENT SURVEY CONTROL
 ES0257  ___________________________________________________________________
 ES0257* NAD 83(1986)-  34 59 08.     (N)    110 33 26.     (W)     SCALED    
 ES0257* NAVD 88     -      1492.005  (meters)    4895.02   (feet)  ADJUSTED  
 ES0257  ___________________________________________________________________
 ES0257  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0257  DYNAMIC HT  -        1490.014 (meters)    4888.49  (feet)  COMP
 ES0257  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 ES0257
 ES0257  VERT ORDER  -  SECOND    CLASS 0
 ES0257
 ES0257.The horizontal coordinates were scaled from a topographic map and have
 ES0257.an estimated accuracy of +/- 6 seconds.
 ES0257
 ES0257.The orthometric height was determined by differential leveling
 ES0257.and adjusted in June 1991.
 ES0257
 ES0257.The geoid height was determined by GEOID03.
 ES0257
 ES0257.The dynamic height is computed by dividing the NAVD 88
 ES0257.geopotential number by the normal gravity value computed on the
 ES0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0257.degrees latitude (g = 980.6199 gals.).
 ES0257
 ES0257.The modeled gravity was interpolated from observed gravity values.
 ES0257
 ES0257;                    North         East    Units  Estimated Accuracy
 ES0257;SPC AZ E     -   442,040.      177,700.      MT  (+/- 180 meters Scaled)
 ES0257
 ES0257                          SUPERSEDED SURVEY CONTROL
 ES0257
 ES0257  NGVD 29 (??/??/92) 1491.229  (m)         4892.47   (f) ADJ UNCH    2 0
 ES0257
 ES0257.Superseded values are not recommended for survey control.
 ES0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES0257.See file dsdata.txt to determine how the superseded data were derived.
 ES0257
 ES0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD404715(NAD 83)
 ES0257_MARKER: DB = BENCH MARK DISK
 ES0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ES0257_SP_SET: BRIDGE
 ES0257_STAMPING: Z 345 1959
 ES0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0257
 ES0257  HISTORY     - Date     Condition        Report By
 ES0257  HISTORY     - 1959     MONUMENTED       CGS
 ES0257  HISTORY     - 1983     MARK NOT FOUND   NGS
 ES0257
 ES0257                          STATION DESCRIPTION
 ES0257
 ES0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ES0257'9.1 MI E FROM WINSLOW.
 ES0257'9.1 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION OF
 ES0257'WILLIAMSON STREET AND U.S. HIGHWAY 66, WHICH IS ONE BLOCK SOUTH OF THE
 ES0257'POST OFFICE AT WINSLOW, NAVAJO COUNTY, CEMENTED IN A DRILL HOLE IN THE
 ES0257'CENTER OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE BRIDGE, 24 FEET
 ES0257'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE, AND 5 FEET WEST OF A
 ES0257'WITNESS SIGN.
 ES0257
 ES0257                          STATION RECOVERY (1983)
 ES0257
 ES0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ES0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0021 ***********************************************************************
 DB0021  DESIGNATION -  Z 346
 DB0021  PID         -  DB0021
 DB0021  STATE/COUNTY-  AZ/YUMA
 DB0021  USGS QUAD   -  TINAJAS ALTAS (1990)
 DB0021
 DB0021                         *CURRENT SURVEY CONTROL
 DB0021  ___________________________________________________________________
 DB0021* NAD 83(1986)-  32 18 40.     (N)    114 02 45.     (W)     SCALED    
 DB0021* NAVD 88     -       357.24   (+/-2cm)    1172.0    (feet)  VERTCON   
 DB0021  ___________________________________________________________________
 DB0021  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DB0021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0021
 DB0021.The horizontal coordinates were scaled from a topographic map and have
 DB0021.an estimated accuracy of +/- 6 seconds.
 DB0021
 DB0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0021.The vertical order pertains to the NGVD 29 superseded value.
 DB0021
 DB0021.The geoid height was determined by GEOID03.
 DB0021
 DB0021;                    North         East    Units  Estimated Accuracy
 DB0021;SPC AZ W     -   145,410.      185,500.      MT  (+/- 180 meters Scaled)
 DB0021
 DB0021                          SUPERSEDED SURVEY CONTROL
 DB0021
 DB0021  NGVD 29 (??/??/??)  356.549  (m)         1169.78   (f) ADJUSTED    2 0
 DB0021
 DB0021.Superseded values are not recommended for survey control.
 DB0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0021.See file dsdata.txt to determine how the superseded data were derived.
 DB0021
 DB0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR781787(NAD 83)
 DB0021_MARKER: DB = BENCH MARK DISK
 DB0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0021_SP_SET: MOUNTAIN
 DB0021_STAMPING: Z 346 1961
 DB0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0021
 DB0021  HISTORY     - Date     Condition        Report By
 DB0021  HISTORY     - 1961     MONUMENTED       CGS
 DB0021  HISTORY     - 1962     GOOD             NGS
 DB0021
 DB0021                          STATION DESCRIPTION
 DB0021
 DB0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0021'19.5 MI W FROM TULE WELL.
 DB0021'ABOUT 19.5 MILES WEST ALONG A TRAIL ROAD FROM THE WINDMILL AND
 DB0021'GAME COMMISSION SHELTER AT TULE WELL, 0.8 MILE SOUTHEAST OF A
 DB0021'4 X 4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET
 DB0021'AND IS NUMBER 15, 3.1 MILES WEST OF A 4 X 4-INCH WHITE WOODEN
 DB0021'REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 16, ABOUT
 DB0021'0.3 MILE EAST OF HIGH TANKS, 42 FEET SOUTHWEST OF THE CENTER LINE
 DB0021'OF THE TRAIL ROAD, 71 FEET SOUTHEAST AND ACROSS THE ROAD FROM A
 DB0021'CUSTOMS PENALTY SIGN, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 DB0021'SET AT THE BASE OF THE NORTHEAST SLOPE OF A MOUNTAIN AND PROJECTING
 DB0021'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0992 ***********************************************************************
 DA0992  DESIGNATION -  Z 347
 DA0992  PID         -  DA0992
 DA0992  STATE/COUNTY-  AZ/YUMA
 DA0992  USGS QUAD   -  SIERRA ARIDA (1990)
 DA0992
 DA0992                         *CURRENT SURVEY CONTROL
 DA0992  ___________________________________________________________________
 DA0992* NAD 83(1986)-  32 14 19.     (N)    113 43 25.     (W)     SCALED    
 DA0992* NAVD 88     -       345.49   (+/-2cm)    1133.5    (feet)  VERTCON   
 DA0992  ___________________________________________________________________
 DA0992  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DA0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0992
 DA0992.The horizontal coordinates were scaled from a topographic map and have
 DA0992.an estimated accuracy of +/- 6 seconds.
 DA0992
 DA0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0992.The vertical order pertains to the NGVD 29 superseded value.
 DA0992
 DA0992.The geoid height was determined by GEOID03.
 DA0992
 DA0992;                    North         East    Units  Estimated Accuracy
 DA0992;SPC AZ W     -   137,330.      215,850.      MT  (+/- 180 meters Scaled)
 DA0992
 DA0992                          SUPERSEDED SURVEY CONTROL
 DA0992
 DA0992  NGVD 29 (??/??/92)  344.795  (m)         1131.21   (f) ADJ UNCH    2 0
 DA0992
 DA0992.Superseded values are not recommended for survey control.
 DA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0992.See file dsdata.txt to determine how the superseded data were derived.
 DA0992
 DA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA433701(NAD 83)
 DA0992_MARKER: DB = BENCH MARK DISK
 DA0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0992_STAMPING: Z 347 1962
 DA0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0992+STABILITY: SURFACE MOTION
 DA0992
 DA0992  HISTORY     - Date     Condition        Report By
 DA0992  HISTORY     - 1962     MONUMENTED       CGS
 DA0992
 DA0992                          STATION DESCRIPTION
 DA0992
 DA0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0992'2.0 MI NE FROM TULE WELL.
 DA0992'ABOUT 2.0 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0992'COMMISSION SHELTER AT TULE WELL, 1.9 MILES NORTHEAST OF A 4X4-INCH
 DA0992'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 28,
 DA0992'25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST
 DA0992'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 DA0992'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0564 ***********************************************************************
 CG0564  DESIGNATION -  Z 347
 CG0564  PID         -  CG0564
 CG0564  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0564  USGS QUAD   -  AMADO (1981)
 CG0564
 CG0564                         *CURRENT SURVEY CONTROL
 CG0564  ___________________________________________________________________
 CG0564* NAD 83(1986)-  31 40 57.     (N)    111 03 54.     (W)     SCALED    
 CG0564* NAVD 88     -       949.66   (+/-2cm)    3115.7    (feet)  VERTCON   
 CG0564  ___________________________________________________________________
 CG0564  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CG0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0564
 CG0564.The horizontal coordinates were scaled from a topographic map and have
 CG0564.an estimated accuracy of +/- 6 seconds.
 CG0564
 CG0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0564.The vertical order pertains to the NGVD 29 superseded value.
 CG0564
 CG0564.The geoid height was determined by GEOID03.
 CG0564
 CG0564;                    North         East    Units  Estimated Accuracy
 CG0564;SPC AZ C     -    75,980.      294,110.      MT  (+/- 180 meters Scaled)
 CG0564
 CG0564                          SUPERSEDED SURVEY CONTROL
 CG0564
 CG0564  NGVD 29 (??/??/92)  948.855  (m)         3113.04   (f) ADJ UNCH    2 0
 CG0564
 CG0564.Superseded values are not recommended for survey control.
 CG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0564.See file dsdata.txt to determine how the superseded data were derived.
 CG0564
 CG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA938052(NAD 83)
 CG0564_MARKER: DB = BENCH MARK DISK
 CG0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CG0564_SP_SET: BRIDGE
 CG0564_STAMPING: Z 347 1959
 CG0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0564
 CG0564  HISTORY     - Date     Condition        Report By
 CG0564  HISTORY     - 1959     MONUMENTED       CGS
 CG0564  HISTORY     - 1979     MARK NOT FOUND   USGS
 CG0564  HISTORY     - 1980     MARK NOT FOUND   NGS
 CG0564
 CG0564                          STATION DESCRIPTION
 CG0564
 CG0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CG0564'3.0 MI S FROM AMADO.
 CG0564'3.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT AMADO,
 CG0564'67 FEET SOUTHWEST OF MILEPOST 27, 30 FEET WEST OF THE CENTER OF THE
 CG0564'HIGHWAY, CEMENTED IN A DRILL HOLE 1 FOOT SOUTH OF THE NORTH END OF THE
 CG0564'WEST HEADWALL OF A CONCRETE BRIDGE THAT IS ABOUT 4 FEET LOWER THAN THE
 CG0564'HIGHWAY.
 CG0564
 CG0564                          STATION RECOVERY (1979)
 CG0564
 CG0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CG0564'MARK NOT FOUND.
 CG0564
 CG0564                          STATION RECOVERY (1980)
 CG0564
 CG0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CG0564'NO HEADWALL AT DESCRIBED LOCATION, BELIEVE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0024 ***********************************************************************
 DB0024  DESIGNATION -  Z 348
 DB0024  PID         -  DB0024
 DB0024  STATE/COUNTY-  AZ/YUMA
 DB0024  USGS QUAD   -  VOPOKI RIDGE (1990)
 DB0024
 DB0024                         *CURRENT SURVEY CONTROL
 DB0024  ___________________________________________________________________
 DB0024* NAD 83(1986)-  32 29 56.     (N)    114 19 46.     (W)     SCALED    
 DB0024* NAVD 88     -       181.80   (+/-2cm)     596.5    (feet)  VERTCON   
 DB0024  ___________________________________________________________________
 DB0024  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DB0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0024
 DB0024.The horizontal coordinates were scaled from a topographic map and have
 DB0024.an estimated accuracy of +/- 6 seconds.
 DB0024
 DB0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0024.The vertical order pertains to the NGVD 29 superseded value.
 DB0024
 DB0024.The geoid height was determined by GEOID03.
 DB0024
 DB0024;                    North         East    Units  Estimated Accuracy
 DB0024;SPC AZ W     -   166,340.      158,910.      MT  (+/- 180 meters Scaled)
 DB0024
 DB0024                          SUPERSEDED SURVEY CONTROL
 DB0024
 DB0024  NGVD 29 (??/??/??)  181.129  (m)          594.25   (f) ADJUSTED    2 0
 DB0024
 DB0024.Superseded values are not recommended for survey control.
 DB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0024.See file dsdata.txt to determine how the superseded data were derived.
 DB0024
 DB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQR509988(NAD 83)
 DB0024_MARKER: DB = BENCH MARK DISK
 DB0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0024_STAMPING: Z 348 1962
 DB0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0024+STABILITY: SURFACE MOTION
 DB0024
 DB0024  HISTORY     - Date     Condition        Report By
 DB0024  HISTORY     - 1962     MONUMENTED       CGS
 DB0024  HISTORY     - 1965     MARK NOT FOUND   USGS
 DB0024
 DB0024                          STATION DESCRIPTION
 DB0024
 DB0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DB0024'22 MI SSW FROM LIGURTA.
 DB0024'ABOUT 7.1 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE SERVICE
 DB0024'STATION AND CAFE AT LIGURTA, THENCE 10.05 MILES SOUTH SOUTHEAST
 DB0024'ALONG A TRAIL ROAD TO THE SITE OF THE ABANDONED FORTUNA MINE,
 DB0024'THENCE 1.95 MILES SOUTHWEST ALONG A DIM TRAIL ROAD WHICH FOLLOWS
 DB0024'A WASH, THENCE 2.9 MILES SOUTHEAST ALONG A DIM TRAIL ROAD, 3.75
 DB0024'MILES NORTHWEST OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH
 DB0024'PROJECTS 16 FEET AND IS NUMBER 11, ABOUT 167 YARDS NORTHWEST OF A
 DB0024'STRIP OF SCATTERED TREES, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DB0024'ROAD, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 DB0024'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DB0024'7 INCHES.  NOTE-- IT APPEARS TO HAVE BEEN DESTROYED DURING THE
 DB0024'GRADING OF THE DITCH ALONG SIDE OF THE ROAD.
 DB0024
 DB0024                          STATION RECOVERY (1965)
 DB0024
 DB0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DB0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1198 ***********************************************************************
 CZ1198  DESIGNATION -  Z 348
 CZ1198  PID         -  CZ1198
 CZ1198  STATE/COUNTY-  AZ/PINAL
 CZ1198  USGS QUAD   -  DOUBLE PEAK (1992)
 CZ1198
 CZ1198                         *CURRENT SURVEY CONTROL
 CZ1198  ___________________________________________________________________
 CZ1198* NAD 83(1986)-  32 49 45.     (N)    111 54 42.     (W)     SCALED    
 CZ1198* NAVD 88     -       409.22   (+/-2cm)    1342.6    (feet)  VERTCON   
 CZ1198  ___________________________________________________________________
 CZ1198  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 CZ1198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1198
 CZ1198.The horizontal coordinates were scaled from a topographic map and have
 CZ1198.an estimated accuracy of +/- 6 seconds.
 CZ1198
 CZ1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1198.The vertical order pertains to the NGVD 29 superseded value.
 CZ1198
 CZ1198.The geoid height was determined by GEOID03.
 CZ1198
 CZ1198;                    North         East    Units  Estimated Accuracy
 CZ1198;SPC AZ C     -   202,810.      213,830.      MT  (+/- 180 meters Scaled)
 CZ1198
 CZ1198                          SUPERSEDED SURVEY CONTROL
 CZ1198
 CZ1198  NGVD 29 (??/??/92)  408.613  (m)         1340.59   (f) ADJ UNCH    2 0
 CZ1198
 CZ1198.Superseded values are not recommended for survey control.
 CZ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1198.See file dsdata.txt to determine how the superseded data were derived.
 CZ1198
 CZ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB146327(NAD 83)
 CZ1198_MARKER: DB = BENCH MARK DISK
 CZ1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CZ1198_SP_SET: STOVEPIPE
 CZ1198_STAMPING: Z 348 1960
 CZ1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1198
 CZ1198  HISTORY     - Date     Condition        Report By
 CZ1198  HISTORY     - 1960     MONUMENTED       CGS
 CZ1198  HISTORY     - 1966     MARK NOT FOUND   NGS
 CZ1198
 CZ1198                          STATION DESCRIPTION
 CZ1198
 CZ1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ1198'9.85 MI SE FROM STANFIELD.
 CZ1198'3.6 MILES EAST OF POST OFFICE AT STANFIELD, THENCE 3.25 MILES SOUTH ON
 CZ1198'DIRT ROAD, 39 FEET WEST OF CENTERLINE OF DIRT ROAD, 2 FEET SOUTH OF
 CZ1198'POWER POLE 328, 1 FOOT NORTH OF WITNESS POST, SET IN TOP OF 6-INCH
 CZ1198'CONCRETE-FILLED STOVEPIPE PROJECTING 2 INCHES.
 CZ1198
 CZ1198                          STATION RECOVERY (1966)
 CZ1198
 CZ1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB0089 ***********************************************************************
 DB0089  DESIGNATION -  Z 349
 DB0089  PID         -  DB0089
 DB0089  STATE/COUNTY-  AZ/YUMA
 DB0089  USGS QUAD   -  WELLTON SE (1965)
 DB0089
 DB0089                         *CURRENT SURVEY CONTROL
 DB0089  ___________________________________________________________________
 DB0089* NAD 83(1986)-  32 35 56.     (N)    114 05 59.     (W)     SCALED    
 DB0089* NAVD 88     -       139.43   (+/-2cm)     457.4    (feet)  VERTCON   
 DB0089  ___________________________________________________________________
 DB0089  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DB0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0089
 DB0089.The horizontal coordinates were scaled from a topographic map and have
 DB0089.an estimated accuracy of +/- 6 seconds.
 DB0089
 DB0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0089.The vertical order pertains to the NGVD 29 superseded value.
 DB0089
 DB0089.The geoid height was determined by GEOID03.
 DB0089
 DB0089;                    North         East    Units  Estimated Accuracy
 DB0089;SPC AZ W     -   177,330.      180,530.      MT  (+/- 180 meters Scaled)
 DB0089
 DB0089                          SUPERSEDED SURVEY CONTROL
 DB0089
 DB0089  NGVD 29 (??/??/??)  138.774  (m)          455.29   (f) ADJUSTED    2 0
 DB0089
 DB0089.Superseded values are not recommended for survey control.
 DB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0089.See file dsdata.txt to determine how the superseded data were derived.
 DB0089
 DB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS722105(NAD 83)
 DB0089_MARKER: DB = BENCH MARK DISK
 DB0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0089_STAMPING: Z 349 1961
 DB0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0089+STABILITY: SURFACE MOTION
 DB0089
 DB0089  HISTORY     - Date     Condition        Report By
 DB0089  HISTORY     - 1961     MONUMENTED       CGS
 DB0089  HISTORY     - 1962     GOOD             NGS
 DB0089
 DB0089                          STATION DESCRIPTION
 DB0089
 DB0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DB0089'7 MI SE FROM WELLTON.
 DB0089'ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SOUTHERN
 DB0089'PACIFIC RAILWAY STATION AT WELLTON, THENCE 2.3 MILES SOUTH ALONG
 DB0089'A GRAVELED ROAD TO A LEVEE AND CANAL, THENCE 0.2 MILE SOUTHEAST
 DB0089'AND ACROSS THE LEVEE TO A DUMP GROUND, THENCE 1.0 MILE NORTHEAST
 DB0089'ALONG THE SOUTHEAST SIDE OF THE LEVEE, THENCE 3.25 MILES SOUTHEAST
 DB0089'ALONG A DIM TRAIL ROAD, 0.6 MILE NORTHWEST OF A 4 X 4-INCH WHITE
 DB0089'WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBER 7,
 DB0089'3.1 MILES SOUTHEAST OF A 4 X 4-INCH WHITE WOODEN REFERENCE POST
 DB0089'WHICH PROJECTS 16 FEET AND IS NUMBER 8, IN AN OPEN FLAT, 35 FEET
 DB0089'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST
 DB0089'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 DB0089'THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DB0089'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0165 ***********************************************************************
 CZ0165  DESIGNATION -  Z 349
 CZ0165  PID         -  CZ0165
 CZ0165  STATE/COUNTY-  AZ/PIMA
 CZ0165  USGS QUAD   -  TUCSON SW (1992)
 CZ0165
 CZ0165                         *CURRENT SURVEY CONTROL
 CZ0165  ___________________________________________________________________
 CZ0165* NAD 83(1986)-  32 04 59.     (N)    110 59 39.     (W)     SCALED    
 CZ0165* NAVD 88     -       773.16   (+/-2cm)    2536.6    (feet)  VERTCON   
 CZ0165  ___________________________________________________________________
 CZ0165  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CZ0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0165
 CZ0165.The horizontal coordinates were scaled from a topographic map and have
 CZ0165.an estimated accuracy of +/- 6 seconds.
 CZ0165
 CZ0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0165.The vertical order pertains to the NGVD 29 superseded value.
 CZ0165
 CZ0165.The geoid height was determined by GEOID03.
 CZ0165
 CZ0165;                    North         East    Units  Estimated Accuracy
 CZ0165;SPC AZ C     -   120,450.      300,440.      MT  (+/- 180 meters Scaled)
 CZ0165
 CZ0165                          SUPERSEDED SURVEY CONTROL
 CZ0165
 CZ0165  NGVD 29 (??/??/92)  772.509  (m)         2534.47   (f) ADJ UNCH    2 0
 CZ0165
 CZ0165.Superseded values are not recommended for survey control.
 CZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0165.See file dsdata.txt to determine how the superseded data were derived.
 CZ0165
 CZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWA005496(NAD 83)
 CZ0165_MARKER: DB = BENCH MARK DISK
 CZ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0165_STAMPING: Z 349 1960
 CZ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0165+STABILITY: SURFACE MOTION
 CZ0165
 CZ0165  HISTORY     - Date     Condition        Report By
 CZ0165  HISTORY     - 1960     MONUMENTED       CGS
 CZ0165  HISTORY     - 1967     MARK NOT FOUND   USGS
 CZ0165
 CZ0165                          STATION DESCRIPTION
 CZ0165
 CZ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CZ0165'2.5 MI S FROM TUCSON.
 CZ0165'1.5 MILES SOUTH ON U. S. HIGHWAY 89 FROM THE POST OFFICE AT EMERY
 CZ0165'PARK, THENCE 0.5 MILE WEST ON EAST LOS REALES ROAD, THENCE SOUTHWEST
 CZ0165'ON SAN XAVIER ROAD TO BRIDGE ACROSS SANTA CRUZ RIVER, THENCE 1.1 MILES
 CZ0165'SOUTH ON NEW INTERSTATE HIGHWAY 19, ABOUT 0.1 MILE WEST OF NEW
 CZ0165'HIGHWAY, 3 FEET WEST OF WITNESS POST, 26 FEET EAST OF NORTH-SOUTH,
 CZ0165'EAST-WEST FENCE CORNER, 17 FEET NORTH OF A LANE, 2 FEET NORTH OF
 CZ0165'FENCE, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES,
 CZ0165'UNDER A POWER LINE THAT RUNS EAST AND WEST.
 CZ0165
 CZ0165                          STATION RECOVERY (1967)
 CZ0165
 CZ0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CZ0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0986 ***********************************************************************
 DA0986  DESIGNATION -  Z 350
 DA0986  PID         -  DA0986
 DA0986  STATE/COUNTY-  AZ/YUMA
 DA0986  USGS QUAD   -  CHRISTMAS PASS (1990)
 DA0986
 DA0986                         *CURRENT SURVEY CONTROL
 DA0986  ___________________________________________________________________
 DA0986* NAD 83(1986)-  32 16 55.     (N)    113 40 37.     (W)     SCALED    
 DA0986* NAVD 88     -       289.67   (+/-2cm)     950.4    (feet)  VERTCON   
 DA0986  ___________________________________________________________________
 DA0986  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DA0986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0986
 DA0986.The horizontal coordinates were scaled from a topographic map and have
 DA0986.an estimated accuracy of +/- 6 seconds.
 DA0986
 DA0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0986.The vertical order pertains to the NGVD 29 superseded value.
 DA0986
 DA0986.The geoid height was determined by GEOID03.
 DA0986
 DA0986;                    North         East    Units  Estimated Accuracy
 DA0986;SPC AZ W     -   142,140.      220,240.      MT  (+/- 180 meters Scaled)
 DA0986
 DA0986                          SUPERSEDED SURVEY CONTROL
 DA0986
 DA0986  NGVD 29 (??/??/92)  288.978  (m)          948.09   (f) ADJ UNCH    2 0
 DA0986
 DA0986.Superseded values are not recommended for survey control.
 DA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0986.See file dsdata.txt to determine how the superseded data were derived.
 DA0986
 DA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA478748(NAD 83)
 DA0986_MARKER: DB = BENCH MARK DISK
 DA0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0986_STAMPING: Z 350 1962
 DA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0986+STABILITY: SURFACE MOTION
 DA0986
 DA0986  HISTORY     - Date     Condition        Report By
 DA0986  HISTORY     - 1962     MONUMENTED       CGS
 DA0986
 DA0986                          STATION DESCRIPTION
 DA0986
 DA0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0986'8.1 MI NE FROM TULE WELL.
 DA0986'ABOUT 8.1 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0986'COMMISSION AT TULE WELL.  1.2 MILES IN A GENERAL SOUTHERLY DIRECTION
 DA0986'FROM A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0986'IS NUMBERED 26, BETWEEN TWO SMALL ROCK COVERED HILLS, 30 FEET
 DA0986'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A
 DA0986'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DA0986'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1119 ***********************************************************************
 DA1119  DESIGNATION -  Z 351
 DA1119  PID         -  DA1119
 DA1119  STATE/COUNTY-  AZ/YUMA
 DA1119  USGS QUAD   -  MOHAWK (1982)
 DA1119
 DA1119                         *CURRENT SURVEY CONTROL
 DA1119  ___________________________________________________________________
 DA1119* NAD 83(1986)-  32 41 52.     (N)    113 50 59.     (W)     SCALED    
 DA1119* NAVD 88     -       107.33   (+/-2cm)     352.1    (feet)  VERTCON   
 DA1119  ___________________________________________________________________
 DA1119  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DA1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA1119
 DA1119.The horizontal coordinates were scaled from a topographic map and have
 DA1119.an estimated accuracy of +/- 6 seconds.
 DA1119
 DA1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1119.The vertical order pertains to the NGVD 29 superseded value.
 DA1119
 DA1119.The geoid height was determined by GEOID03.
 DA1119
 DA1119;                    North         East    Units  Estimated Accuracy
 DA1119;SPC AZ W     -   188,250.      204,010.      MT  (+/- 180 meters Scaled)
 DA1119
 DA1119                          SUPERSEDED SURVEY CONTROL
 DA1119
 DA1119  NGVD 29 (??/??/92)  106.662  (m)          349.94   (f) ADJ UNCH    2 0
 DA1119
 DA1119.Superseded values are not recommended for survey control.
 DA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1119.See file dsdata.txt to determine how the superseded data were derived.
 DA1119
 DA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB328213(NAD 83)
 DA1119_MARKER: DB = BENCH MARK DISK
 DA1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1119_STAMPING: Z 351 1962
 DA1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1119+STABILITY: SURFACE MOTION
 DA1119
 DA1119  HISTORY     - Date     Condition        Report By
 DA1119  HISTORY     - 1962     MONUMENTED       CGS
 DA1119
 DA1119                          STATION DESCRIPTION
 DA1119
 DA1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA1119'7.0 MI SE FROM TACNA.
 DA1119'ABOUT 6.0 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 DA1119'TACNA.  THENCE 1.0 MILE SOUTHEAST ALONG A TRAIL ROAD LEADING TO TULE
 DA1119'WELL, 0.4 MILE SOUTH-SOUTHEAST OF A 4X4-INCH WHITE WOODEN REFERENCE
 DA1119'POST WHICH PROJECTS 16 FEET AND IS NUMBERED 24, 39 FEET EAST OF THE
 DA1119'CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A METAL WITNESS POST,
 DA1119'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 DA1119'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0976 ***********************************************************************
 DA0976  DESIGNATION -  Z 352
 DA0976  PID         -  DA0976
 DA0976  STATE/COUNTY-  AZ/YUMA
 DA0976  USGS QUAD   -  POINT OF THE PINTAS (1990)
 DA0976
 DA0976                         *CURRENT SURVEY CONTROL
 DA0976  ___________________________________________________________________
 DA0976* NAD 83(1986)-  32 25 37.     (N)    113 40 03.     (W)     SCALED    
 DA0976* NAVD 88     -       225.54   (+/-2cm)     740.0    (feet)  VERTCON   
 DA0976  ___________________________________________________________________
 DA0976  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DA0976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0976
 DA0976.The horizontal coordinates were scaled from a topographic map and have
 DA0976.an estimated accuracy of +/- 6 seconds.
 DA0976
 DA0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0976.The vertical order pertains to the NGVD 29 superseded value.
 DA0976
 DA0976.The geoid height was determined by GEOID03.
 DA0976
 DA0976;                    North         East    Units  Estimated Accuracy
 DA0976;SPC AZ W     -   158,220.      221,120.      MT  (+/- 180 meters Scaled)
 DA0976
 DA0976                          SUPERSEDED SURVEY CONTROL
 DA0976
 DA0976  NGVD 29 (??/??/92)  224.881  (m)          737.80   (f) ADJ UNCH    2 0
 DA0976
 DA0976.Superseded values are not recommended for survey control.
 DA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0976.See file dsdata.txt to determine how the superseded data were derived.
 DA0976
 DA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STA491908(NAD 83)
 DA0976_MARKER: DB = BENCH MARK DISK
 DA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0976_STAMPING: Z 352 1962
 DA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0976+STABILITY: SURFACE MOTION
 DA0976
 DA0976  HISTORY     - Date     Condition        Report By
 DA0976  HISTORY     - 1962     MONUMENTED       CGS
 DA0976
 DA0976                          STATION DESCRIPTION
 DA0976
 DA0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DA0976'18.45 MI NE FROM TULE WELL.
 DA0976'ABOUT 18.45 MILES NORTHEAST ALONG A TRAIL ROAD FROM THE FISH AND GAME
 DA0976'COMMISSION SHELTER AT TULE WELL.  OF 6.0 MILES EAST ALONG U.S. HIGHWAY
 DA0976'80 FROM THE POST OFFICE AT TACNA.  THENCE 16.4 MILES SOUTHEAST ALONG A
 DA0976'TRAIL ROAD.  THENCE 7.3 MILES SOUTH-SOUTHWEST ALONG A TRAIL ROAD
 DA0976'LEADING TO TULE WELL.  0.6 MILE NORTHWEST OF THE FOOT OF A MOUNTAIN
 DA0976'WHICH IS AT THE NORTHWEST END OF THE SIERRA PINTA MOUNTAINS, 0.25 MILE
 DA0976'NORTH OF A SMALL ABANDONED MINE SHAFT WHICH IS ON THE EAST SLOPE OF A
 DA0976'HILL AND ON THE WEST SIDE OF THE ROAD, 300 FEET NORTH OF A 4X4-INCH
 DA0976'WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND IS NUMBERED 2,
 DA0976'42 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST
 DA0976'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DA0976'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0796 ***********************************************************************
 DA0796  DESIGNATION -  Z 353
 DA0796  PID         -  DA0796
 DA0796  STATE/COUNTY-  AZ/YUMA
 DA0796  USGS QUAD   -  AGUILA MOUNTAINS SE (1990)
 DA0796
 DA0796                         *CURRENT SURVEY CONTROL
 DA0796  ___________________________________________________________________
 DA0796* NAD 83(1986)-  32 31 23.     (N)    113 21 44.     (W)     SCALED    
 DA0796* NAVD 88     -       181.77   (+/-2cm)     596.4    (feet)  VERTCON   
 DA0796  ___________________________________________________________________
 DA0796  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DA0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0796
 DA0796.The horizontal coordinates were scaled from a topographic map and have
 DA0796.an estimated accuracy of +/- 6 seconds.
 DA0796
 DA0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0796.The vertical order pertains to the NGVD 29 superseded value.
 DA0796
 DA0796.The geoid height was determined by GEOID03.
 DA0796
 DA0796;                    North         East    Units  Estimated Accuracy
 DA0796;SPC AZ W     -   168,940.      249,790.      MT  (+/- 180 meters Scaled)
 DA0796
 DA0796                          SUPERSEDED SURVEY CONTROL
 DA0796
 DA0796  NGVD 29 (??/??/92)  181.153  (m)          594.33   (f) ADJ UNCH    2 0
 DA0796
 DA0796.Superseded values are not recommended for survey control.
 DA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0796.See file dsdata.txt to determine how the superseded data were derived.
 DA0796
 DA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB781008(NAD 83)
 DA0796_MARKER: DB = BENCH MARK DISK
 DA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0796_STAMPING: Z 353 1961
 DA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0796+STABILITY: SURFACE MOTION
 DA0796
 DA0796  HISTORY     - Date     Condition        Report By
 DA0796  HISTORY     - 1961     MONUMENTED       CGS
 DA0796  HISTORY     - 1962     GOOD             NGS
 DA0796
 DA0796                          STATION DESCRIPTION
 DA0796
 DA0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DA0796'7.4 MI W FROM TONY TANK.
 DA0796'ABOUT 1.7 MILES NORTH ALONG A TRAIL ROAD FROM THE STONE WATER TANK AT
 DA0796'TONY TANK.  THENCE 5.7 MILES WEST ALONG A TRAIL ROAD, 0.65 MILE WEST
 DA0796'OF A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET AND
 DA0796'IS NUMBERED 37, 15 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL
 DA0796'ROAD, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DA0796'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1150 ***********************************************************************
 DA1150  DESIGNATION -  Z 353
 DA1150  PID         -  DA1150
 DA1150  STATE/COUNTY-  AZ/YUMA
 DA1150  USGS QUAD   -  MOHAWK MTS NW (1965)
 DA1150
 DA1150                         *CURRENT SURVEY CONTROL
 DA1150  ___________________________________________________________________
 DA1150* NAD 83(1986)-  32 44 48.     (N)    113 40 15.     (W)     SCALED    
 DA1150* NAVD 88     -       112.073  (meters)     367.69   (feet)  ADJUSTED  
 DA1150  ___________________________________________________________________
 DA1150  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DA1150  DYNAMIC HT  -         111.945 (meters)     367.27  (feet)  COMP
 DA1150  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 DA1150
 DA1150  VERT ORDER  -  FIRST     CLASS II
 DA1150
 DA1150.The horizontal coordinates were scaled from a topographic map and have
 DA1150.an estimated accuracy of +/- 6 seconds.
 DA1150
 DA1150.The orthometric height was determined by differential leveling
 DA1150.and adjusted in June 1991.
 DA1150
 DA1150.The geoid height was determined by GEOID03.
 DA1150
 DA1150.The dynamic height is computed by dividing the NAVD 88
 DA1150.geopotential number by the normal gravity value computed on the
 DA1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1150.degrees latitude (g = 980.6199 gals.).
 DA1150
 DA1150.The modeled gravity was interpolated from observed gravity values.
 DA1150
 DA1150;                    North         East    Units  Estimated Accuracy
 DA1150;SPC AZ W     -   193,670.      220,780.      MT  (+/- 180 meters Scaled)
 DA1150
 DA1150                          SUPERSEDED SURVEY CONTROL
 DA1150
 DA1150  NGVD 29 (??/??/92)  111.454  (m)          365.66   (f) ADJ UNCH    1 2
 DA1150
 DA1150.Superseded values are not recommended for survey control.
 DA1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1150.See file dsdata.txt to determine how the superseded data were derived.
 DA1150
 DA1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB497263(NAD 83)
 DA1150_MARKER: DB = BENCH MARK DISK
 DA1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1150_STAMPING: Z 353 1960
 DA1150_MARK LOGO: CGS   
 DA1150_PROJECTION: PROJECTING 8 CENTIMETERS
 DA1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1150+STABILITY: SURFACE MOTION
 DA1150
 DA1150  HISTORY     - Date     Condition        Report By
 DA1150  HISTORY     - 1960     MONUMENTED       CGS
 DA1150  HISTORY     - 1981     GOOD             NGS
 DA1150  HISTORY     - 1981     GOOD             NGS
 DA1150
 DA1150                          STATION DESCRIPTION
 DA1150
 DA1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DA1150'4.8 MI E FROM MOHAWK LODGE.
 DA1150'4.8 MILES ALONG U.S. HIGHWAY 80 FROM MOHAWK LODGE, AT MILE POLE 798
 DA1150'ALONG THE TRACKS OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 104 FEET
 DA1150'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTH FROM THE NORTH
 DA1150'RAIL OF THE TRACKS, SET IN A CONCRETE POST PROJECTING 3-INCHES.
 DA1150
 DA1150                          STATION RECOVERY (1981)
 DA1150
 DA1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1150'23.0 KM (14.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1150'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 798, 10.4 M (34.0 FT)
 DA1150'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 13.4 M (44.0 FT)
 DA1150'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 1.1 M (3.5 FT)
 DA1150'NORTHEAST OF THE MILEPOLE.
 DA1150'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1150'THE MARK IS 0.9 M BELOW THE TRACKS.
 DA1150
 DA1150                          STATION RECOVERY (1981)
 DA1150
 DA1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DA1150'23.0 KM (14.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DA1150'THE WATER TANK IN AZTEC, AT RAILROAD MILEPOLE 798, 10.4 M (34.0 FT)
 DA1150'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 13.4 M (44.0 FT)
 DA1150'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 1.1 M (3.5 FT)
 DA1150'NORTHEAST OF THE MILEPOLE.
 DA1150'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DA1150'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0411 ***********************************************************************
 GR0411  DESIGNATION -  Z 355
 GR0411  PID         -  GR0411
 GR0411  STATE/COUNTY-  AZ/MOHAVE
 GR0411  USGS QUAD   -  BONELLI BAY (1983)
 GR0411
 GR0411                         *CURRENT SURVEY CONTROL
 GR0411  ___________________________________________________________________
 GR0411* NAD 83(1986)-  36 03 43.     (N)    114 28 36.     (W)     SCALED    
 GR0411* NAVD 88     -       395.344  (meters)    1297.06   (feet)  POSTED    
 GR0411  ___________________________________________________________________
 GR0411  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR0411  DYNAMIC HT  -         394.960 (meters)    1295.80  (feet)  COMP
 GR0411  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 GR0411
 GR0411  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0411
 GR0411.The horizontal coordinates were scaled from a topographic map and have
 GR0411.an estimated accuracy of +/- 6 seconds.
 GR0411
 GR0411.The orthometric height was determined by differential leveling
 GR0411.and adjusted by the  in 1992.
 GR0411.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0411.rate of 0.0 thru 1.0 mm/km.
 GR0411
 GR0411.The geoid height was determined by GEOID03.
 GR0411
 GR0411.The dynamic height is computed by dividing the NAVD 88
 GR0411.geopotential number by the normal gravity value computed on the
 GR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0411.degrees latitude (g = 980.6199 gals.).
 GR0411
 GR0411.The modeled gravity was interpolated from observed gravity values.
 GR0411
 GR0411;                    North         East    Units  Estimated Accuracy
 GR0411;SPC AZ W     -   561,650.      147,900.      MT  (+/- 180 meters Scaled)
 GR0411
 GR0411                          SUPERSEDED SURVEY CONTROL
 GR0411
 GR0411  NGVD 29 (??/??/92)  394.636  (m)         1294.73   (f) ADJ UNCH    1 2
 GR0411
 GR0411.Superseded values are not recommended for survey control.
 GR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0411.See file dsdata.txt to determine how the superseded data were derived.
 GR0411
 GR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV272937(NAD 83)
 GR0411_MARKER: DB = BENCH MARK DISK
 GR0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0411_STAMPING: Z 355 1963
 GR0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0411
 GR0411  HISTORY     - Date     Condition        Report By
 GR0411  HISTORY     - 1963     MONUMENTED       CGS
 GR0411  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0411
 GR0411                          STATION DESCRIPTION
 GR0411
 GR0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0411'2.3 MI NW FROM MOUTH OF DETRITAL WASH.
 GR0411'2.3 MILES NORTHWEST ALONG THE SHORE LINE FROM THE  MOUTH OF DETRITAL
 GR0411'WASH, 0.2 MILE WEST OF THE HIGH WATER LINE, AT THE Y JUNCTION OF A
 GR0411'DEAD END ROAD AND A ROAD LEADING TO DETRITAL WASH BOAT LANDING AND
 GR0411'CAMPGROUND, AT THE SUMMIT OF A HILL DIRECTLY ABOVE CAMPGROUND,  46
 GR0411'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 95 FEET
 GR0411'NORTHEAST OF AND ACROSS THE ROAD EAST FROM THE CENTER LINE OF THE ROAD
 GR0411'TO THE CAMPGROUND, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 GR0411'THE ROAD, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.8
 GR0411'FOOT ABOVE THE ABOVE THE GROUND.
 GR0411
 GR0411                          STATION RECOVERY (1979)
 GR0411
 GR0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0840 ***********************************************************************
 EU0840  DESIGNATION -  Z 356
 EU0840  PID         -  EU0840
 EU0840  STATE/COUNTY-  AZ/LA PAZ
 EU0840  USGS QUAD   -  GENE WASH (1975)
 EU0840
 EU0840                         *CURRENT SURVEY CONTROL
 EU0840  ___________________________________________________________________
 EU0840* NAD 83(1986)-  34 17 53.     (N)    114 07 59.     (W)     SCALED    
 EU0840* NAVD 88     -       161.36   (+/-2cm)     529.4    (feet)  VERTCON   
 EU0840  ___________________________________________________________________
 EU0840  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0840  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0840
 EU0840.The horizontal coordinates were scaled from a topographic map and have
 EU0840.an estimated accuracy of +/- 6 seconds.
 EU0840
 EU0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0840.The vertical order pertains to the NGVD 29 superseded value.
 EU0840
 EU0840.The geoid height was determined by GEOID03.
 EU0840
 EU0840;                    North         East    Units  Estimated Accuracy
 EU0840;SPC AZ W     -   365,790.      178,100.      MT  (+/- 180 meters Scaled)
 EU0840
 EU0840                          SUPERSEDED SURVEY CONTROL
 EU0840
 EU0840  NGVD 29 (08/15/05)  160.746  (m)          527.38   (f) ADJUSTED    1 1
 EU0840
 EU0840.Superseded values are not recommended for survey control.
 EU0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0840.See file dsdata.txt to determine how the superseded data were derived.
 EU0840
 EU0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT638989(NAD 83)
 EU0840_MARKER: DB = BENCH MARK DISK
 EU0840_SETTING: 66 = SET IN ROCK OUTCROP
 EU0840_SP_SET: SET IN ROCK OUTCROP
 EU0840_STAMPING: Z 356 1976
 EU0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0840+STABILITY: POSITION/ELEVATION WELL
 EU0840
 EU0840  HISTORY     - Date     Condition        Report By
 EU0840  HISTORY     - 1976     MONUMENTED       NGS
 EU0840
 EU0840                          STATION DESCRIPTION
 EU0840
 EU0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0840'1.05 MI NE FROM PARKER DAM.
 EU0840'0.15 MILE SOUTHEAST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0840'DAM, THENCE 0.9 MILE NORTHEAST ALONG A WINDING GRAVEL ROAD ON THE
 EU0840'SOUTH EDGE OF LAKE HAVASU, ON THE WEST BANK OF A ROCK LEDGE AT A
 EU0840'SHARP CURVE IN THE ROAD, 19 FT. WEST OF THE CENTER LINE OF THE ROAD.
 EU0840'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0172 ***********************************************************************
 GQ0172  DESIGNATION -  Z 358
 GQ0172  PID         -  GQ0172
 GQ0172  STATE/COUNTY-  AZ/MOHAVE
 GQ0172  USGS QUAD   -  MOUNTAIN SHEEP SPRING (1985)
 GQ0172
 GQ0172                         *CURRENT SURVEY CONTROL
 GQ0172  ___________________________________________________________________
 GQ0172* NAD 83(1986)-  36 56 00.     (N)    113 49 24.     (W)     SCALED    
 GQ0172* NAVD 88     -       612.703  (meters)    2010.18   (feet)  POSTED    
 GQ0172  ___________________________________________________________________
 GQ0172  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 GQ0172  DYNAMIC HT  -         612.070 (meters)    2008.10  (feet)  COMP
 GQ0172  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 GQ0172
 GQ0172  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GQ0172
 GQ0172.The horizontal coordinates were scaled from a topographic map and have
 GQ0172.an estimated accuracy of +/- 6 seconds.
 GQ0172
 GQ0172.The orthometric height was determined by differential leveling
 GQ0172.and adjusted by the  in 1992.
 GQ0172.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GQ0172.rate of 1.1 thru 2.0 mm/km.
 GQ0172
 GQ0172.The geoid height was determined by GEOID03.
 GQ0172
 GQ0172.The dynamic height is computed by dividing the NAVD 88
 GQ0172.geopotential number by the normal gravity value computed on the
 GQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0172.degrees latitude (g = 980.6199 gals.).
 GQ0172
 GQ0172.The modeled gravity was interpolated from observed gravity values.
 GQ0172
 GQ0172;                    North         East    Units  Estimated Accuracy
 GQ0172;SPC AZ W     -   658,100.      206,830.      MT  (+/- 180 meters Scaled)
 GQ0172
 GQ0172                          SUPERSEDED SURVEY CONTROL
 GQ0172
 GQ0172  NGVD 29 (??/??/92)  611.913  (m)         2007.58   (f) ADJ UNCH    2 0
 GQ0172
 GQ0172.Superseded values are not recommended for survey control.
 GQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0172.See file dsdata.txt to determine how the superseded data were derived.
 GQ0172
 GQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF485912(NAD 83)
 GQ0172_MARKER: DB = BENCH MARK DISK
 GQ0172_SETTING: 80 = SET IN A BOULDER
 GQ0172_SP_SET: BOULDER
 GQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0172+STABILITY: SURFACE MOTION
 GQ0172
 GQ0172  HISTORY     - Date     Condition        Report By
 GQ0172  HISTORY     - 1960     MONUMENTED       CGS
 GQ0172  HISTORY     - 1960     GOOD             NGS
 GQ0172  HISTORY     - 1982     MARK NOT FOUND   NGS
 GQ0172
 GQ0172                          STATION DESCRIPTION
 GQ0172
 GQ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GQ0172'7.9 MI NE FROM LITTLEFIELD.
 GQ0172'0.1 MILE NORTHEAST OF THE POST OFFICE AT LITTLEFIELD, ARIZONA, TO A
 GQ0172'TRAIL ROAD LEADING NORTHEAST, THENCE 3.5 MILES NORTHEAST ON TRAIL ROAD
 GQ0172'CROSSING THE VIRGIN RIVER TO STATION BEAVER, THENCE, 1.1 MILES
 GQ0172'NORTHEAST TO THE MOUTH OF THE GORGE, THENCE 3.2 MILES FOLLOWING THE
 GQ0172'RIVER BED NORTHEAST UNTIL COMING TO A POINT WHERE THE RIVER MAKES A
 GQ0172'SHARP BEND BACK EAST AND THE MARK CEMENTED IN A BOULDER ON THE SOUTH
 GQ0172'SIDE OF THE HORSE SHOE BEND AND ABOUT 15 FEET HIGHER THAN THE RIVER.
 GQ0172
 GQ0172                          STATION RECOVERY (1982)
 GQ0172
 GQ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GQ0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0453 ***********************************************************************
 DA0453  DESIGNATION -  Z 36
 DA0453  PID         -  DA0453
 DA0453  STATE/COUNTY-  AZ/PIMA
 DA0453  USGS QUAD   -  HOTASON VO (1990)
 DA0453
 DA0453                         *CURRENT SURVEY CONTROL
 DA0453  ___________________________________________________________________
 DA0453* NAD 83(1986)-  32 12 27.     (N)    112 35 18.     (W)     SCALED    
 DA0453* NAVD 88     -       655.99   (+/-2cm)    2152.2    (feet)  VERTCON   
 DA0453  ___________________________________________________________________
 DA0453  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DA0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0453
 DA0453.The horizontal coordinates were scaled from a topographic map and have
 DA0453.an estimated accuracy of +/- 6 seconds.
 DA0453
 DA0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0453.The vertical order pertains to the NGVD 29 superseded value.
 DA0453
 DA0453.The geoid height was determined by GEOID03.
 DA0453
 DA0453;                    North         East    Units  Estimated Accuracy
 DA0453;SPC AZ C     -   134,070.      150,040.      MT  (+/- 180 meters Scaled)
 DA0453
 DA0453                          SUPERSEDED SURVEY CONTROL
 DA0453
 DA0453  NGVD 29 (??/??/92)  655.253  (m)         2149.78   (f) ADJ UNCH    2 0
 DA0453
 DA0453.Superseded values are not recommended for survey control.
 DA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0453.See file dsdata.txt to determine how the superseded data were derived.
 DA0453
 DA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA503645(NAD 83)
 DA0453_MARKER: DB = BENCH MARK DISK
 DA0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0453_STAMPING: 2150.019 Z 36 1933
 DA0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0453+STABILITY: SURFACE MOTION
 DA0453
 DA0453  HISTORY     - Date     Condition        Report By
 DA0453  HISTORY     - 1933     MONUMENTED       CGS
 DA0453  HISTORY     - 1934     GOOD             NGS
 DA0453  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DA0453  HISTORY     - 19970306 GOOD             USPSQD
 DA0453
 DA0453                          STATION DESCRIPTION
 DA0453
 DA0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DA0453'21.7 MI SE FROM AJO.
 DA0453'21.7 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE TUCSON, CORNELIA
 DA0453'AND GILA BEND RAILROAD STATION AT AJO, PIMA COUNTY, ON THE OLD
 DA0453'AJO-TUCSON HIGHWAY, 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING TO
 DA0453'INDIAN OASIS, 180 FEET WEST OF A DIP IN THE HIGHWAY WITH MASSES OF
 DA0453'BROKEN CONCRETE NEARBY, AND 58 FEET NORTH OF THE CENTERLINE OF THE
 DA0453'HIGHWAY.  A STANDARD DISK, STAMPED 2150.019 Z 36 1933 AND SET IN THE
 DA0453'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DA0453
 DA0453                          STATION RECOVERY (1988)
 DA0453
 DA0453'RECOVERY NOTE BY US POWER SQUADRON 1988 (LIN)
 DA0453'MARK NOT FOUND.
 DA0453
 DA0453                          STATION RECOVERY (1997)
 DA0453
 DA0453'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0780 ***********************************************************************
 DV0780  DESIGNATION -  Z 360
 DV0780  PID         -  DV0780
 DV0780  STATE/COUNTY-  AZ/MARICOPA
 DV0780  USGS QUAD   -  HASSAYAMPA (1978)
 DV0780
 DV0780                         *CURRENT SURVEY CONTROL
 DV0780  ___________________________________________________________________
 DV0780* NAD 83(1986)-  33 21 59.     (N)    112 45 02.     (W)     SCALED    
 DV0780* NAVD 88     -       280.507  (meters)     920.30   (feet)  ADJUSTED  
 DV0780  ___________________________________________________________________
 DV0780  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DV0780  DYNAMIC HT  -         280.183 (meters)     919.23  (feet)  COMP
 DV0780  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DV0780
 DV0780  VERT ORDER  -  FIRST     CLASS II
 DV0780
 DV0780.The horizontal coordinates were scaled from a topographic map and have
 DV0780.an estimated accuracy of +/- 6 seconds.
 DV0780
 DV0780.The orthometric height was determined by differential leveling
 DV0780.and adjusted in June 1991.
 DV0780
 DV0780.The geoid height was determined by GEOID03.
 DV0780
 DV0780.The dynamic height is computed by dividing the NAVD 88
 DV0780.geopotential number by the normal gravity value computed on the
 DV0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0780.degrees latitude (g = 980.6199 gals.).
 DV0780
 DV0780.The modeled gravity was interpolated from observed gravity values.
 DV0780
 DV0780;                    North         East    Units  Estimated Accuracy
 DV0780;SPC AZ C     -   262,690.      135,760.      MT  (+/- 180 meters Scaled)
 DV0780
 DV0780                          SUPERSEDED SURVEY CONTROL
 DV0780
 DV0780  NGVD 29 (??/??/92)  279.868  (m)          918.20   (f) ADJ UNCH    1 2
 DV0780
 DV0780.Superseded values are not recommended for survey control.
 DV0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0780.See file dsdata.txt to determine how the superseded data were derived.
 DV0780
 DV0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB371932(NAD 83)
 DV0780_MARKER: DB = BENCH MARK DISK
 DV0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DV0780_SP_SET: 17 FEET
 DV0780_STAMPING: Z 360 1967
 DV0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV0780
 DV0780  HISTORY     - Date     Condition        Report By
 DV0780  HISTORY     - 1967     MONUMENTED       CGS
 DV0780  HISTORY     - 1981     GOOD             NGS
 DV0780  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV0780  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV0780
 DV0780                          STATION DESCRIPTION
 DV0780
 DV0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0780'1.9 MI NW FROM HASSAYAMPA.
 DV0780'1.9 MILES NORTHWEST ALONG THE BUCKEYE-SALOME ROAD FROM THE CHEVRON
 DV0780'SERVICE STATION AND STORE AT HASSAYAMPA, IN SECTION 3, T 1 N, R 5 W,
 DV0780'62 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 98 FEET
 DV0780'NORTHWEST OF THE CENTER LINE OF WARD ROAD, 13 FEET NORTHWEST OF A PIPE
 DV0780'FENCE CORNER POST, 1 1/2 FEET NORTHEAST OF A FENCE, 1.6 FEET SOUTHWEST
 DV0780'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 DV0780'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DV0780'DRIVEN TO A DEPTH OF 17 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 DV0780'WHICH PROJECTS 10 INCHES.
 DV0780
 DV0780                          STATION RECOVERY (1981)
 DV0780
 DV0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0780'RECOVERED IN GOOD CONDITION.
 DV0780
 DV0780                          STATION RECOVERY (2006)
 DV0780
 DV0780'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0780'NOT FOUND.  AREA WAS RECENTLY GRADED.
 DV0780
 DV0780                          STATION RECOVERY (2006)
 DV0780
 DV0780'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0785 ***********************************************************************
 DV0785  DESIGNATION -  Z 361
 DV0785  PID         -  DV0785
 DV0785  STATE/COUNTY-  AZ/MARICOPA
 DV0785  USGS QUAD   -  ARLINGTON (1984)
 DV0785
 DV0785                         *CURRENT SURVEY CONTROL
 DV0785  ___________________________________________________________________
 DV0785* NAD 83(1986)-  33 19 34.     (N)    112 45 48.     (W)     SCALED    
 DV0785* NAVD 88     -       245.409  (meters)     805.15   (feet)  ADJUSTED  
 DV0785  ___________________________________________________________________
 DV0785  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV0785  DYNAMIC HT  -         245.126 (meters)     804.22  (feet)  COMP
 DV0785  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 DV0785
 DV0785  VERT ORDER  -  FIRST     CLASS II
 DV0785
 DV0785.The horizontal coordinates were scaled from a topographic map and have
 DV0785.an estimated accuracy of +/- 6 seconds.
 DV0785
 DV0785.The orthometric height was determined by differential leveling
 DV0785.and adjusted in June 1991.
 DV0785
 DV0785.The geoid height was determined by GEOID03.
 DV0785
 DV0785.The dynamic height is computed by dividing the NAVD 88
 DV0785.geopotential number by the normal gravity value computed on the
 DV0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0785.degrees latitude (g = 980.6199 gals.).
 DV0785
 DV0785.The modeled gravity was interpolated from observed gravity values.
 DV0785
 DV0785;                    North         East    Units  Estimated Accuracy
 DV0785;SPC AZ C     -   258,240.      134,540.      MT  (+/- 180 meters Scaled)
 DV0785
 DV0785                          SUPERSEDED SURVEY CONTROL
 DV0785
 DV0785  NGVD 29 (??/??/92)  244.768  (m)          803.04   (f) ADJ UNCH    1 2
 DV0785
 DV0785.Superseded values are not recommended for survey control.
 DV0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0785.See file dsdata.txt to determine how the superseded data were derived.
 DV0785
 DV0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB358888(NAD 83)
 DV0785_MARKER: DB = BENCH MARK DISK
 DV0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0785_STAMPING: Z 361 1967
 DV0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0785+STABILITY: SURFACE MOTION
 DV0785
 DV0785  HISTORY     - Date     Condition        Report By
 DV0785  HISTORY     - 1967     MONUMENTED       CGS
 DV0785  HISTORY     - 1981     GOOD             NGS
 DV0785  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV0785  HISTORY     - 20060128 MARK NOT FOUND   USPSQD
 DV0785
 DV0785                          STATION DESCRIPTION
 DV0785
 DV0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0785'IN ARLINGTON.
 DV0785'AT ARLINGTON, ALONG THE ARLINGTON-HASSAYAMPA ROAD, OLD U. S. HIGHWAY
 DV0785'80, IN SECTION 21, T 1 S, R 5 W, 177 1/2 FEET NORTH OF THE NORTH
 DV0785'CORNER OF THE STORE AND POST OFFICE, 49 FEET NORTHWEST OF THE CENTER
 DV0785'LINE OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 DV0785'DRIVEWAY, 22 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 21 1/2 FEET
 DV0785'NORTHEAST OF A 28-INCH CEDAR TREE, 2.0 FEET SOUTHEAST OF A FENCE, 1.5
 DV0785'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 DV0785'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DV0785
 DV0785                          STATION RECOVERY (1981)
 DV0785
 DV0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0785'RECOVERED IN GOOD CONDITION.
 DV0785
 DV0785                          STATION RECOVERY (2006)
 DV0785
 DV0785'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0785'MARK NOT FOUND.  NEW BRIDGE.
 DV0785
 DV0785                          STATION RECOVERY (2006)
 DV0785
 DV0785'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0019 ***********************************************************************
 DA0019  DESIGNATION -  Z 362
 DA0019  PID         -  DA0019
 DA0019  STATE/COUNTY-  AZ/MARICOPA
 DA0019  USGS QUAD   -  BUTTERFIELD PASS (1973)
 DA0019
 DA0019                         *CURRENT SURVEY CONTROL
 DA0019  ___________________________________________________________________
 DA0019* NAD 83(1986)-  33 00 00.     (N)    112 25 28.     (W)     SCALED    
 DA0019* NAVD 88     -       467.381  (meters)    1533.40   (feet)  ADJUSTED  
 DA0019  ___________________________________________________________________
 DA0019  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DA0019  DYNAMIC HT  -         466.813 (meters)    1531.54  (feet)  COMP
 DA0019  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 DA0019
 DA0019  VERT ORDER  -  FIRST     CLASS II
 DA0019
 DA0019.The horizontal coordinates were scaled from a topographic map and have
 DA0019.an estimated accuracy of +/- 6 seconds.
 DA0019
 DA0019.The orthometric height was determined by differential leveling
 DA0019.and adjusted in June 1991.
 DA0019
 DA0019.The geoid height was determined by GEOID03.
 DA0019
 DA0019.The dynamic height is computed by dividing the NAVD 88
 DA0019.geopotential number by the normal gravity value computed on the
 DA0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA0019.degrees latitude (g = 980.6199 gals.).
 DA0019
 DA0019.The modeled gravity was interpolated from observed gravity values.
 DA0019
 DA0019;                    North         East    Units  Estimated Accuracy
 DA0019;SPC AZ C     -   221,870.      165,910.      MT  (+/- 180 meters Scaled)
 DA0019
 DA0019                          SUPERSEDED SURVEY CONTROL
 DA0019
 DA0019.No superseded survey control is available for this station.
 DA0019
 DA0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB669521(NAD 83)
 DA0019_MARKER: DB = BENCH MARK DISK
 DA0019_SETTING: 66 = SET IN ROCK OUTCROP
 DA0019_SP_SET: ROCK OUTCROP
 DA0019_STAMPING: Z 362 1967
 DA0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DA0019+STABILITY: POSITION/ELEVATION WELL
 DA0019
 DA0019  HISTORY     - Date     Condition        Report By
 DA0019  HISTORY     - 1967     MONUMENTED       CGS
 DA0019  HISTORY     - 1980     GOOD             NGS
 DA0019  HISTORY     - 1980     GOOD             NGS
 DA0019  HISTORY     - 19950425 GOOD             USPSQD
 DA0019
 DA0019                          STATION DESCRIPTION
 DA0019
 DA0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DA0019'9.95 MI W FROM MOBILE.
 DA0019'9.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE NELSON
 DA0019'ELEMENTARY SCHOOL AT MOBILE, THENCE 0.2 MILE NORTHWEST CROSS-COUNTRY,
 DA0019'165 YARDS NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 157 YARDS
 DA0019'SOUTHEAST OF BENCH MARK A 366, 33 FEET NORTHWEST OF A TREE, SET IN THE
 DA0019'CENTER OF THE TOP OF A 3- X 5-FOOT ROCK OUTCROP PROJECTING 11 INCHES
 DA0019'AND 5.7 FEET NORTH OF A METAL WITNESS POST.
 DA0019
 DA0019                          STATION RECOVERY (1980)
 DA0019
 DA0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0019'RECOVERED IN GOOD CONDITION.
 DA0019
 DA0019                          STATION RECOVERY (1980)
 DA0019
 DA0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DA0019'RECOVERED IN GOOD CONDITION.
 DA0019
 DA0019                          STATION RECOVERY (1995)
 DA0019
 DA0019'RECOVERY NOTE BY US POWER SQUADRON 1995
 DA0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1062 ***********************************************************************
 CZ1062  DESIGNATION -  Z 363
 CZ1062  PID         -  CZ1062
 CZ1062  STATE/COUNTY-  AZ/PINAL
 CZ1062  USGS QUAD   -  ELOY SOUTH (1993)
 CZ1062
 CZ1062                         *CURRENT SURVEY CONTROL
 CZ1062  ___________________________________________________________________
 CZ1062* NAD 83(1986)-  32 44 46.     (N)    111 30 39.     (W)     SCALED    
 CZ1062* NAVD 88     -       478.778  (meters)    1570.79   (feet)  ADJUSTED  
 CZ1062  ___________________________________________________________________
 CZ1062  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CZ1062  DYNAMIC HT  -         478.172 (meters)    1568.80  (feet)  COMP
 CZ1062  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 CZ1062
 CZ1062  VERT ORDER  -  FIRST     CLASS II
 CZ1062
 CZ1062.The horizontal coordinates were scaled from a topographic map and have
 CZ1062.an estimated accuracy of +/- 6 seconds.
 CZ1062
 CZ1062.The orthometric height was determined by differential leveling
 CZ1062.and adjusted in November 1993.
 CZ1062
 CZ1062.The geoid height was determined by GEOID03.
 CZ1062
 CZ1062.The dynamic height is computed by dividing the NAVD 88
 CZ1062.geopotential number by the normal gravity value computed on the
 CZ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1062.degrees latitude (g = 980.6199 gals.).
 CZ1062
 CZ1062.The modeled gravity was interpolated from observed gravity values.
 CZ1062
 CZ1062;                    North         East    Units  Estimated Accuracy
 CZ1062;SPC AZ C     -   193,670.      251,390.      MT  (+/- 180 meters Scaled)
 CZ1062
 CZ1062                          SUPERSEDED SURVEY CONTROL
 CZ1062
 CZ1062  NGVD 29 (??/??/92)  480.212  (m)         1575.50   (f) ADJ UNCH    1 2
 CZ1062
 CZ1062.Superseded values are not recommended for survey control.
 CZ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1062.See file dsdata.txt to determine how the superseded data were derived.
 CZ1062
 CZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB521232(NAD 83)
 CZ1062_MARKER: DB = BENCH MARK DISK
 CZ1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1062_SP_SET: CONCRETE POST
 CZ1062_STAMPING: Z 363 1967
 CZ1062_MARK LOGO: CGS   
 CZ1062_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1062+STABILITY: SURFACE MOTION
 CZ1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1062+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 CZ1062
 CZ1062  HISTORY     - Date     Condition        Report By
 CZ1062  HISTORY     - 1967     MONUMENTED       CGS
 CZ1062  HISTORY     - 19920103 GOOD             NGS
 CZ1062
 CZ1062                          STATION DESCRIPTION
 CZ1062
 CZ1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CZ1062'2.5 MI N FROM PICACHO.
 CZ1062'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1062'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 1.5 MILES NORTH ALONG
 CZ1062'THE SOUTHERN PACIFIC RAILROAD, IN S 10, T 8 S, R 8 E, 0.15 MILE SOUTH
 CZ1062'OF THE CROSSING OF THE RAILROAD AND A ROAD, 38 1/2 FEET WEST OF THE
 CZ1062'WEST RAIL OF THE TRACK, 28 FEET EAST OF THE EAST CONCRETE BANK OF AN
 CZ1062'IRRIGATION DITCH, 2 1/2 FEET EAST OF A TELEGRAPH POLE WHICH IS ALSO
 CZ1062'MILEPOST 978, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 CZ1062'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 CZ1062'PROJECTING 6 INCHES.
 CZ1062
 CZ1062                          STATION RECOVERY (1992)
 CZ1062
 CZ1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1062'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1062'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1062'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1062'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 1.3 KM (0.80 MI)
 CZ1062'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.3 KM (0.20 MI) SOUTH
 CZ1062'OF THE INTERSECTION OF ALSDORF ROAD, 124.0 M (406.8 FT) NORTH OF THE
 CZ1062'EXTENDED CENTER OF A DIRT ROAD LEADING WEST, 11.9 M (39.0 FT) WEST OF
 CZ1062'THE NEAR RAIL, 8.6 M (28.2 FT) EAST OF THE EAST BANK OF AN IRRIGATION
 CZ1062'DITCH, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT)
 CZ1062'EAST OF RAILROAD MILEPOST 978, 0.5 M (1.6 FT) WEST OF A WITNESS POST,
 CZ1062'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0708 ***********************************************************************
 DU0708  DESIGNATION -  Z 364
 DU0708  PID         -  DU0708
 DU0708  STATE/COUNTY-  AZ/MARICOPA
 DU0708  USGS QUAD   -  BUCKHORN (1982)
 DU0708
 DU0708                         *CURRENT SURVEY CONTROL
 DU0708  ___________________________________________________________________
 DU0708* NAD 83(1986)-  33 24 03.     (N)    111 41 03.     (W)     SCALED    
 DU0708* NAVD 88     -       421.86   (+/-2cm)    1384.1    (feet)  VERTCON   
 DU0708  ___________________________________________________________________
 DU0708  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DU0708  VERT ORDER  -  FIRST     CLASS II (See Below)
 DU0708
 DU0708.The horizontal coordinates were scaled from a topographic map and have
 DU0708.an estimated accuracy of +/- 6 seconds.
 DU0708
 DU0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0708.The vertical order pertains to the NGVD 29 superseded value.
 DU0708
 DU0708.The geoid height was determined by GEOID03.
 DU0708
 DU0708;                    North         East    Units  Estimated Accuracy
 DU0708;SPC AZ C     -   266,230.      234,990.      MT  (+/- 180 meters Scaled)
 DU0708
 DU0708                          SUPERSEDED SURVEY CONTROL
 DU0708
 DU0708  NGVD 29 (??/??/92)  421.334  (m)         1382.33   (f) ADJ UNCH    1 2
 DU0708
 DU0708.Superseded values are not recommended for survey control.
 DU0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0708.See file dsdata.txt to determine how the superseded data were derived.
 DU0708
 DU0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB363959(NAD 83)
 DU0708_MARKER: DB = BENCH MARK DISK
 DU0708_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DU0708_SP_SET: 35 FT.
 DU0708_STAMPING: Z 364 1967
 DU0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0708
 DU0708  HISTORY     - Date     Condition        Report By
 DU0708  HISTORY     - 1967     MONUMENTED       CGS
 DU0708  HISTORY     - 1981     MARK NOT FOUND   NGS
 DU0708  HISTORY     - 20080914 MARK NOT FOUND   GEOCAC
 DU0708
 DU0708                          STATION DESCRIPTION
 DU0708
 DU0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DU0708'2.1 MI SE FROM BUCKHORN.
 DU0708'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAYS 60, 70, 80 AND 89 FROM THE
 DU0708'POST OFFICE AT BUCKHORN, THENCE 1.1 MILES SOUTH ALONG POWERS ROAD, IN
 DU0708'SECTION 25, T 1 N, R 6 E, 29 FEET WEST OF THE CENTER LINE OF POWERS
 DU0708'ROAD, 149 FEET NORTH OF THE PROJECTED CENTER LINE OF PUEBLO AVENUE,
 DU0708'124 FEET WEST AND ACROSS POWERS ROAD FROM THE WEST SIDE OF THE APACHE
 DU0708'COUNTRY CLUB APARTMENT BUILDING, 7 1/2 FEET EAST OF A POWER POLE, 4
 DU0708'1/2 FEET WEST OF THE WEST CURB OF POWERS ROAD, 1.4 FEET SOUTH OF A
 DU0708'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON
 DU0708'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 DU0708'35 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
 DU0708
 DU0708                          STATION RECOVERY (1981)
 DU0708
 DU0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DU0708'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DU0708
 DU0708                          STATION RECOVERY (2008)
 DU0708
 DU0708'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU0708'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DU0708'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0002 ***********************************************************************
 DV0002  DESIGNATION -  Z 365
 DV0002  PID         -  DV0002
 DV0002  STATE/COUNTY-  AZ/MARICOPA
 DV0002  USGS QUAD   -  PARADISE VALLEY (1982)
 DV0002
 DV0002                         *CURRENT SURVEY CONTROL
 DV0002  ___________________________________________________________________
 DV0002* NAD 83(1986)-  33 31 02.     (N)    112 00 01.     (W)     SCALED    
 DV0002* NAVD 88     -       386.233  (meters)    1267.17   (feet)  ADJUSTED  
 DV0002  ___________________________________________________________________
 DV0002  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DV0002  DYNAMIC HT  -         385.785 (meters)    1265.70  (feet)  COMP
 DV0002  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 DV0002
 DV0002  VERT ORDER  -  FIRST     CLASS II
 DV0002
 DV0002.The horizontal coordinates were scaled from a topographic map and have
 DV0002.an estimated accuracy of +/- 6 seconds.
 DV0002
 DV0002.The orthometric height was determined by differential leveling
 DV0002.and adjusted in June 1991.
 DV0002
 DV0002.The geoid height was determined by GEOID03.
 DV0002
 DV0002.The dynamic height is computed by dividing the NAVD 88
 DV0002.geopotential number by the normal gravity value computed on the
 DV0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV0002.degrees latitude (g = 980.6199 gals.).
 DV0002
 DV0002.The modeled gravity was interpolated from observed gravity values.
 DV0002
 DV0002;                    North         East    Units  Estimated Accuracy
 DV0002;SPC AZ C     -   279,110.      205,590.      MT  (+/- 180 meters Scaled)
 DV0002
 DV0002                          SUPERSEDED SURVEY CONTROL
 DV0002
 DV0002.No superseded survey control is available for this station.
 DV0002
 DV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC071090(NAD 83)
 DV0002_MARKER: DB = BENCH MARK DISK
 DV0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0002_STAMPING: Z 365 1967
 DV0002_PROJECTION: PROJECTING 10 CENTIMETERS
 DV0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0002+STABILITY: SURFACE MOTION
 DV0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DV0002+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 DV0002
 DV0002  HISTORY     - Date     Condition        Report By
 DV0002  HISTORY     - 1967     MONUMENTED       CGS
 DV0002  HISTORY     - 1981     GOOD             NGS
 DV0002  HISTORY     - 19950517 GOOD             USPSQD
 DV0002  HISTORY     - 20070331 GOOD             GEOCAC
 DV0002  HISTORY     - 20080501 GOOD             GEOCAC
 DV0002
 DV0002                          STATION DESCRIPTION
 DV0002
 DV0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0002'5.6 MI SE FROM SUNNYSLOPE.
 DV0002'ABOUT 0.6 MILE SOUTH ALONG 7TH STREET FROM THE POST OFFICE AT
 DV0002'SUNNYSLOPE, THENCE 4.3 MILES SOUTHEAST ALONG A DIRT ROAD WHICH
 DV0002'PARALLELS THE SOUTHWEST SIDE OF THE ARIZONA CANAL, THENCE 0.75 MILE
 DV0002'EAST ALONG STANFORD DRIVE, IN SECTION 13, T 2 N, R 3 E, 20 FEET SOUTH
 DV0002'OF THE CENTER LINE OF STANFORD DRIVE, 107 YARDS WEST OF THE CENTER
 DV0002'LINE OF 37TH PLACE, 36 FEET EAST OF THE CENTER OF A DIP IN THE DRIVE,
 DV0002'31 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY WHICH LEADS TO
 DV0002'HOUSE NUMBER 3707, 4 FEET NORTHEAST OF A POWER POLE WHICH IS BRACED BY
 DV0002'2 GUY WIRES, 6 INCHES SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 DV0002'ABOVE THE LEVEL OF STANFORD DRIVE, AND SET IN THE TOP OF A CONCRETE
 DV0002'POST WHICH PROJECTS 5 INCHES.
 DV0002
 DV0002                          STATION RECOVERY (1981)
 DV0002
 DV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0002'6.9 KM (4.3 MI) SOUTHEAST ALONG THE SOUTH LEVEE OF THE ARIZONA CANAL
 DV0002'FROM THE CROSSING OF 7TH STREET AT SUNNYSLOPE, THENCE 1.2 KM (0.75 MI)
 DV0002'EAST ALONG STANFORD DRIVE, 97.8 METERS (321 FT) WEST OF 37TH PLACE,
 DV0002'8 METERS (26 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, 9.4 METERS
 DV0002'(31 FT) WEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO 3707 STANFORD
 DV0002'DRIVE, 1.2 METERS (4.0 FT) NORTHEAST OF A T JUNCTION POWER LINE POLE.
 DV0002'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 DV0002'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 DV0002
 DV0002                          STATION RECOVERY (1995)
 DV0002
 DV0002'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV0002'RECOVERED IN GOOD CONDITION.
 DV0002
 DV0002                          STATION RECOVERY (2007)
 DV0002
 DV0002'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV0002'RECOVERED IN GOOD CONDITION.
 DV0002
 DV0002                          STATION RECOVERY (2008)
 DV0002
 DV0002'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV0002'ADD TO DESCRIPTION, THE POWER POLE HAS BEEN REMOVED.
 DV0002' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0044 ***********************************************************************
 DV0044  DESIGNATION -  Z 366
 DV0044  PID         -  DV0044
 DV0044  STATE/COUNTY-  AZ/MARICOPA
 DV0044  USGS QUAD   -  GLENDALE (1982)
 DV0044
 DV0044                         *CURRENT SURVEY CONTROL
 DV0044  ___________________________________________________________________
 DV0044* NAD 83(1986)-  33 35 48.     (N)    112 09 05.     (W)     SCALED    
 DV0044* NAVD 88     -       378.27   (+/-2cm)    1241.0    (feet)  VERTCON   
 DV0044  ___________________________________________________________________
 DV0044  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DV0044  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV0044
 DV0044.The horizontal coordinates were scaled from a topographic map and have
 DV0044.an estimated accuracy of +/- 6 seconds.
 DV0044
 DV0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0044.The vertical order pertains to the NGVD 29 superseded value.
 DV0044
 DV0044.The geoid height was determined by GEOID03.
 DV0044
 DV0044;                    North         East    Units  Estimated Accuracy
 DV0044;SPC AZ C     -   287,950.      191,580.      MT  (+/- 180 meters Scaled)
 DV0044
 DV0044                          SUPERSEDED SURVEY CONTROL
 DV0044
 DV0044  NGVD 29 (??/??/92)  377.724  (m)         1239.25   (f) ADJ UNCH    1 2
 DV0044
 DV0044.Superseded values are not recommended for survey control.
 DV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0044.See file dsdata.txt to determine how the superseded data were derived.
 DV0044
 DV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC931180(NAD 83)
 DV0044_MARKER: DB = BENCH MARK DISK
 DV0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0044_STAMPING: Z 366 1967
 DV0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0044+STABILITY: SURFACE MOTION
 DV0044
 DV0044  HISTORY     - Date     Condition        Report By
 DV0044  HISTORY     - 1967     MONUMENTED       CGS
 DV0044  HISTORY     - 1981     MARK NOT FOUND   NGS
 DV0044  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DV0044  HISTORY     - 20080506 MARK NOT FOUND   GEOCAC
 DV0044
 DV0044                          STATION DESCRIPTION
 DV0044
 DV0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DV0044'5.8 MI NE FROM GLENDALE.
 DV0044'ABOUT 1.8 MILES EAST ALONG GLENDALE AVENUE FROM THE POST OFFICE AT
 DV0044'GLENDALE, THENCE 4.0 MILES NORTH ALONG NORTH 43RD AVENUE, IN SECTION
 DV0044'15, T 3 N, R 2 E, NORTHWEST OF THE JUNCTION OF NORTH 43RD AVENUE AND
 DV0044'CACTUS ROAD, 77 FEET WEST OF THE CENTER LINE OF NORTH 43RD AVENUE, 32
 DV0044'FEET NORTH OF THE EXTENDED CENTER LINE OF CACTUS ROAD, 49 1/2 FEET
 DV0044'WEST OF A POWER POLE, 46 1/2 FEET WEST OF A FENCE CORNER, 1 1/2 FEET
 DV0044'SOUTH OF A FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, AND SET
 DV0044'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 DV0044
 DV0044                          STATION RECOVERY (1981)
 DV0044
 DV0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV0044'NOT RECOVERED, BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 DV0044
 DV0044                          STATION RECOVERY (1988)
 DV0044
 DV0044'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC)
 DV0044'MARK NOT FOUND.
 DV0044
 DV0044                          STATION RECOVERY (2008)
 DV0044
 DV0044'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DV0044'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 DV0044'MARK. IT IS DIFFICULT TO TELL IF THE INTERSECTION HAS BEEN EXPANDED
 DV0044'SYMMETRICALLY OR NOT. THE PROPERTY AT THE DESCRIBED LOCATION HAS BEEN
 DV0044'DEVELOPED. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0625 ***********************************************************************
 CG0625  DESIGNATION -  Z 37
 CG0625  PID         -  CG0625
 CG0625  STATE/COUNTY-  AZ/PIMA
 CG0625  USGS QUAD   -  SELLS WEST (1982)
 CG0625
 CG0625                         *CURRENT SURVEY CONTROL
 CG0625  ___________________________________________________________________
 CG0625* NAD 83(1986)-  31 59 46.     (N)    111 55 37.     (W)     SCALED    
 CG0625* NAVD 88     -       747.47   (+/-2cm)    2452.3    (feet)  VERTCON   
 CG0625  ___________________________________________________________________
 CG0625  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 CG0625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0625
 CG0625.The horizontal coordinates were scaled from a topographic map and have
 CG0625.an estimated accuracy of +/- 6 seconds.
 CG0625
 CG0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0625.The vertical order pertains to the NGVD 29 superseded value.
 CG0625
 CG0625.The geoid height was determined by GEOID03.
 CG0625
 CG0625;                    North         East    Units  Estimated Accuracy
 CG0625;SPC AZ C     -   110,440.      212,390.      MT  (+/- 180 meters Scaled)
 CG0625
 CG0625                          SUPERSEDED SURVEY CONTROL
 CG0625
 CG0625  NGVD 29 (??/??/92)  746.768  (m)         2450.02   (f) ADJ UNCH    2 0
 CG0625
 CG0625.Superseded values are not recommended for survey control.
 CG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0625.See file dsdata.txt to determine how the superseded data were derived.
 CG0625
 CG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA124403(NAD 83)
 CG0625_MARKER: DB = BENCH MARK DISK
 CG0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0625_STAMPING: 2450.153 Z 37 1933
 CG0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0625+STABILITY: SURFACE MOTION
 CG0625
 CG0625  HISTORY     - Date     Condition        Report By
 CG0625  HISTORY     - 1933     MONUMENTED       CGS
 CG0625  HISTORY     - 1958     GOOD             NGS
 CG0625  HISTORY     - 1977     GOOD             USGS
 CG0625  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CG0625
 CG0625                          STATION DESCRIPTION
 CG0625
 CG0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CG0625'6.6 MI NW FROM SELLS.
 CG0625'6.6 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0625'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 66 FEET EAST OF THE
 CG0625'CENTERLINE OF THE HIGHWAY, 2-1/2 POLES SOUTH OF A CORNER POLE, AND IN
 CG0625'LINE WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED 2450.153 Z 37
 CG0625'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CG0625'GROUND.
 CG0625
 CG0625                          STATION RECOVERY (1977)
 CG0625
 CG0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CG0625'6.6 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE AT
 CG0625'SELLS, PIMA COUNTY, ON THE OLD AJO-TUCSON HIGHWAY, 66 FEET EAST OF
 CG0625'THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED 2450.153 Z 37
 CG0625'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CG0625'GROUND.
 CG0625
 CG0625                          STATION RECOVERY (1999)
 CG0625
 CG0625'RECOVERY NOTE BY US POWER SQUADRON 1999
 CG0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0782 ***********************************************************************
 CZ0782  DESIGNATION -  Z 38
 CZ0782  PID         -  CZ0782
 CZ0782  STATE/COUNTY-  AZ/PIMA
 CZ0782  USGS QUAD   -  THREE POINTS (1992)
 CZ0782
 CZ0782                         *CURRENT SURVEY CONTROL
 CZ0782  ___________________________________________________________________
 CZ0782* NAD 83(1986)-  32 05 01.     (N)    111 17 44.     (W)     SCALED    
 CZ0782* NAVD 88     -       773.11   (+/-2cm)    2536.4    (feet)  VERTCON   
 CZ0782  ___________________________________________________________________
 CZ0782  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0782
 CZ0782.The horizontal coordinates were scaled from a topographic map and have
 CZ0782.an estimated accuracy of +/- 6 seconds.
 CZ0782
 CZ0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0782.The vertical order pertains to the NGVD 29 superseded value.
 CZ0782
 CZ0782.The geoid height was determined by GEOID03.
 CZ0782
 CZ0782;                    North         East    Units  Estimated Accuracy
 CZ0782;SPC AZ C     -   120,310.      271,990.      MT  (+/- 180 meters Scaled)
 CZ0782
 CZ0782                          SUPERSEDED SURVEY CONTROL
 CZ0782
 CZ0782  NGVD 29 (??/??/92)  772.42   (m)         2534.2    (f) COMPUTED    2 0
 CZ0782
 CZ0782.Superseded values are not recommended for survey control.
 CZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0782.See file dsdata.txt to determine how the superseded data were derived.
 CZ0782
 CZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA721497(NAD 83)
 CZ0782_MARKER: DB = BENCH MARK DISK
 CZ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0782_STAMPING: Z 38 1933
 CZ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0782+STABILITY: SURFACE MOTION
 CZ0782
 CZ0782  HISTORY     - Date     Condition        Report By
 CZ0782  HISTORY     - 1933     MONUMENTED       CGS
 CZ0782  HISTORY     - 19950103 MARK NOT FOUND   USPSQD
 CZ0782
 CZ0782                          STATION DESCRIPTION
 CZ0782
 CZ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CZ0782'22.4 MI W FROM TUCSON.
 CZ0782'22.4 MILES WEST OF CITY HALL ALONG AJO-TUCSON HWY. ON AJO-TUCSON HWY.,
 CZ0782'1.0 MILES EAST OF ROBLES RANCH, 165 FEET EAST OF CONCRETE FACED DIP IN
 CZ0782'HWY., 39 FEET NORTH OF CENTER OF HWY. AND IN LINE OF POLES.
 CZ0782
 CZ0782                          STATION RECOVERY (1995)
 CZ0782
 CZ0782'RECOVERY NOTE BY US POWER SQUADRON 1995
 CZ0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0783 ***********************************************************************
 CZ0783  DESIGNATION -  Z 38 RESET
 CZ0783  PID         -  CZ0783
 CZ0783  STATE/COUNTY-  AZ/PIMA
 CZ0783  USGS QUAD   -  THREE POINTS (1992)
 CZ0783
 CZ0783                         *CURRENT SURVEY CONTROL
 CZ0783  ___________________________________________________________________
 CZ0783* NAD 83(1986)-  32 05 01.     (N)    111 17 44.     (W)     SCALED    
 CZ0783* NAVD 88     -       772.83   (+/-2cm)    2535.5    (feet)  VERTCON   
 CZ0783  ___________________________________________________________________
 CZ0783  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CZ0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0783
 CZ0783.The horizontal coordinates were scaled from a topographic map and have
 CZ0783.an estimated accuracy of +/- 6 seconds.
 CZ0783
 CZ0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0783.The vertical order pertains to the NGVD 29 superseded value.
 CZ0783
 CZ0783.The geoid height was determined by GEOID03.
 CZ0783
 CZ0783;                    North         East    Units  Estimated Accuracy
 CZ0783;SPC AZ C     -   120,310.      271,990.      MT  (+/- 180 meters Scaled)
 CZ0783
 CZ0783                          SUPERSEDED SURVEY CONTROL
 CZ0783
 CZ0783  NGVD 29 (??/??/92)  772.142  (m)         2533.27   (f) ADJ UNCH    2 0
 CZ0783
 CZ0783.Superseded values are not recommended for survey control.
 CZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0783.See file dsdata.txt to determine how the superseded data were derived.
 CZ0783
 CZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA721497(NAD 83)
 CZ0783_MARKER: DB = BENCH MARK DISK
 CZ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0783_STAMPING: Z 38 RESET 1935
 CZ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0783+STABILITY: SURFACE MOTION
 CZ0783
 CZ0783  HISTORY     - Date     Condition        Report By
 CZ0783  HISTORY     - 1935     MONUMENTED       CGS
 CZ0783  HISTORY     - 1951     GOOD             NGS
 CZ0783
 CZ0783                          STATION DESCRIPTION
 CZ0783
 CZ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0783'21.0 MI SW FROM TUCSON.
 CZ0783'21 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0783'HIGHWAY 86, 0.2 MILE SOUTHWEST OF A Y JUNCTION OF A POWER LINE, AT A
 CZ0783'POINT UNDER A TELEPHONE LINE, 181 FEET NORTHEAST OF THE NORTHEAST
 CZ0783'CORNER OF A 4 BY 8 FOOT CONCRETE CULVERT, 49 FEET NORTHWEST OF THE
 CZ0783'CENTER LINE OF THE HIGHWAY, 38 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 CZ0783'2.7 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CZ0783'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0298 ***********************************************************************
 FR0298  DESIGNATION -  Z 385
 FR0298  PID         -  FR0298
 FR0298  STATE/COUNTY-  AZ/COCONINO
 FR0298  USGS QUAD   -  TRINITY MTN (1981)
 FR0298
 FR0298                         *CURRENT SURVEY CONTROL
 FR0298  ___________________________________________________________________
 FR0298* NAD 83(1986)-  35 29 43.     (N)    112 51 08.     (W)     SCALED    
 FR0298* NAVD 88     -      1764.643  (meters)    5789.50   (feet)  POSTED    
 FR0298  ___________________________________________________________________
 FR0298  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 FR0298  DYNAMIC HT  -        1762.200 (meters)    5781.48  (feet)  COMP
 FR0298  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 FR0298
 FR0298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0298
 FR0298.The horizontal coordinates were scaled from a topographic map and have
 FR0298.an estimated accuracy of +/- 6 seconds.
 FR0298
 FR0298.The orthometric height was determined by differential leveling
 FR0298.and adjusted by the  in 1992.
 FR0298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0298.rate of 0.0 thru 1.0 mm/km.
 FR0298
 FR0298.The geoid height was determined by GEOID03.
 FR0298
 FR0298.The dynamic height is computed by dividing the NAVD 88
 FR0298.geopotential number by the normal gravity value computed on the
 FR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0298.degrees latitude (g = 980.6199 gals.).
 FR0298
 FR0298.The modeled gravity was interpolated from observed gravity values.
 FR0298
 FR0298;                    North         East    Units  Estimated Accuracy
 FR0298;SPC AZ C     -   498,920.      128,480.      MT  (+/- 180 meters Scaled)
 FR0298
 FR0298                          SUPERSEDED SURVEY CONTROL
 FR0298
 FR0298  NGVD 29 (??/??/92) 1763.641  (m)         5786.21   (f) ADJ UNCH    2 0
 FR0298
 FR0298.Superseded values are not recommended for survey control.
 FR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0298.See file dsdata.txt to determine how the superseded data were derived.
 FR0298
 FR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE319295(NAD 83)
 FR0298_MARKER: DB = BENCH MARK DISK
 FR0298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0298_SP_SET: 8 FT.
 FR0298_STAMPING: Z 385 1968
 FR0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0298
 FR0298  HISTORY     - Date     Condition        Report By
 FR0298  HISTORY     - 1968     MONUMENTED       CGS
 FR0298
 FR0298                          STATION DESCRIPTION
 FR0298
 FR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0298'14.45 MI N FROM SELIGMAN.
 FR0298'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND STANTA FE RAILWAY FROM
 FR0298'THE STATION AT SELIGMAN, THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, 33
 FR0298'FEET WEST OF THE CENTER LINE OF THE ROAD, 44 FEET SOUTH OF A LARGE
 FR0298'JUNIPER TREE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FR0298'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN AT A
 FR0298'DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 4-INCH
 FR0298'ORANGEBURG PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0323 ***********************************************************************
 FR0323  DESIGNATION -  Z 386
 FR0323  PID         -  FR0323
 FR0323  STATE/COUNTY-  AZ/COCONINO
 FR0323  USGS QUAD   -  ROSE WELL CAMP EAST (1981)
 FR0323
 FR0323                         *CURRENT SURVEY CONTROL
 FR0323  ___________________________________________________________________
 FR0323* NAD 83(1986)-  35 40 33.     (N)    112 47 48.     (W)     SCALED    
 FR0323* NAVD 88     -      1878.134  (meters)    6161.84   (feet)  POSTED    
 FR0323  ___________________________________________________________________
 FR0323  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 FR0323  DYNAMIC HT  -        1875.650 (meters)    6153.69  (feet)  COMP
 FR0323  MODELED GRAV-     979,244.8   (mgal)                       NAVD 88
 FR0323
 FR0323  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0323
 FR0323.The horizontal coordinates were scaled from a topographic map and have
 FR0323.an estimated accuracy of +/- 6 seconds.
 FR0323
 FR0323.The orthometric height was determined by differential leveling
 FR0323.and adjusted by the  in 1992.
 FR0323.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0323.rate of 0.0 thru 1.0 mm/km.
 FR0323
 FR0323.The geoid height was determined by GEOID03.
 FR0323
 FR0323.The dynamic height is computed by dividing the NAVD 88
 FR0323.geopotential number by the normal gravity value computed on the
 FR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0323.degrees latitude (g = 980.6199 gals.).
 FR0323
 FR0323.The modeled gravity was interpolated from observed gravity values.
 FR0323
 FR0323;                    North         East    Units  Estimated Accuracy
 FR0323;SPC AZ C     -   518,910.      133,700.      MT  (+/- 180 meters Scaled)
 FR0323
 FR0323                          SUPERSEDED SURVEY CONTROL
 FR0323
 FR0323  NGVD 29 (??/??/92) 1877.241  (m)         6158.91   (f) ADJ UNCH    2 0
 FR0323
 FR0323.Superseded values are not recommended for survey control.
 FR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0323.See file dsdata.txt to determine how the superseded data were derived.
 FR0323
 FR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE374494(NAD 83)
 FR0323_MARKER: DB = BENCH MARK DISK
 FR0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0323_SP_SET: FOUNDATION
 FR0323_STAMPING: Z 386 1968
 FR0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0323
 FR0323  HISTORY     - Date     Condition        Report By
 FR0323  HISTORY     - 1968     MONUMENTED       CGS
 FR0323
 FR0323                          STATION DESCRIPTION
 FR0323
 FR0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0323'33.0 MI N FROM SELIGMAN.
 FR0323'1.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0323'THE STATION AT SELIGMAN, THENCE 23.05 MILES NORTH ALONG A DIRT ROAD,
 FR0323'THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, THENCE 7.05 MILES EAST
 FR0323'ALONG A DIRT ROAD ALONG A POWER LINE, 2 TOWERS EAST OF BENCH MARK Y
 FR0323'386, IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHWEST STEEL LEG
 FR0323'OF TOWER 857, 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1
 FR0323'FOOT HIGHER THAN THE ROAD AND 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0342 ***********************************************************************
 FR0342  DESIGNATION -  Z 387
 FR0342  PID         -  FR0342
 FR0342  STATE/COUNTY-  AZ/COCONINO
 FR0342  USGS QUAD   -  TIN HOUSE (1980)
 FR0342
 FR0342                         *CURRENT SURVEY CONTROL
 FR0342  ___________________________________________________________________
 FR0342* NAD 83(1986)-  35 43 16.     (N)    112 32 55.     (W)     SCALED    
 FR0342* NAVD 88     -      1705.002  (meters)    5593.83   (feet)  POSTED    
 FR0342  ___________________________________________________________________
 FR0342  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 FR0342  DYNAMIC HT  -        1702.810 (meters)    5586.64  (feet)  COMP
 FR0342  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 FR0342
 FR0342  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0342
 FR0342.The horizontal coordinates were scaled from a topographic map and have
 FR0342.an estimated accuracy of +/- 6 seconds.
 FR0342
 FR0342.The orthometric height was determined by differential leveling
 FR0342.and adjusted by the  in 1992.
 FR0342.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0342.rate of 0.0 thru 1.0 mm/km.
 FR0342
 FR0342.The geoid height was determined by GEOID03.
 FR0342
 FR0342.The dynamic height is computed by dividing the NAVD 88
 FR0342.geopotential number by the normal gravity value computed on the
 FR0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0342.degrees latitude (g = 980.6199 gals.).
 FR0342
 FR0342.The modeled gravity was interpolated from observed gravity values.
 FR0342
 FR0342;                    North         East    Units  Estimated Accuracy
 FR0342;SPC AZ C     -   523,760.      156,190.      MT  (+/- 180 meters Scaled)
 FR0342
 FR0342                          SUPERSEDED SURVEY CONTROL
 FR0342
 FR0342  NGVD 29 (??/??/92) 1704.165  (m)         5591.08   (f) ADJ UNCH    2 0
 FR0342
 FR0342.Superseded values are not recommended for survey control.
 FR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0342.See file dsdata.txt to determine how the superseded data were derived.
 FR0342
 FR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE599541(NAD 83)
 FR0342_MARKER: DB = BENCH MARK DISK
 FR0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0342_SP_SET: FOUNDATION
 FR0342_STAMPING: Z 387 1968
 FR0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0342
 FR0342  HISTORY     - Date     Condition        Report By
 FR0342  HISTORY     - 1968     MONUMENTED       CGS
 FR0342
 FR0342                          STATION DESCRIPTION
 FR0342
 FR0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0342'17.2 MI W FROM WILLAHA.
 FR0342'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0342'THE SIDING SIGN AT WILLAHA, THENCE 16.4 MILES WEST ALONG A STEEL TOWER
 FR0342'POWER LINE, 3 TOWERS WEST OF BENCH MARK Y 387, IN THE TOP OF THE
 FR0342'CONCRETE FOUNDATION OF THE SOUTHWEST STEEL LEG OF TOWER 812, 50 FEET
 FR0342'NORTH OF THE CENTER LINE OF A ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 FR0342'AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0354 ***********************************************************************
 FR0354  DESIGNATION -  Z 388
 FR0354  PID         -  FR0354
 FR0354  STATE/COUNTY-  AZ/COCONINO
 FR0354  USGS QUAD   -  HAZEN HOLE TANK (1980)
 FR0354
 FR0354                         *CURRENT SURVEY CONTROL
 FR0354  ___________________________________________________________________
 FR0354* NAD 83(1986)-  35 48 15.     (N)    112 43 36.     (W)     SCALED    
 FR0354* NAVD 88     -      1715.669  (meters)    5628.82   (feet)  POSTED    
 FR0354  ___________________________________________________________________
 FR0354  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 FR0354  DYNAMIC HT  -        1713.460 (meters)    5621.58  (feet)  COMP
 FR0354  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 FR0354
 FR0354  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0354
 FR0354.The horizontal coordinates were scaled from a topographic map and have
 FR0354.an estimated accuracy of +/- 6 seconds.
 FR0354
 FR0354.The orthometric height was determined by differential leveling
 FR0354.and adjusted by the  in 1992.
 FR0354.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0354.was located on a no-check spur therefore a value was not computed.
 FR0354.No vertical observational check was made to the station.
 FR0354
 FR0354.The geoid height was determined by GEOID03.
 FR0354
 FR0354.The dynamic height is computed by dividing the NAVD 88
 FR0354.geopotential number by the normal gravity value computed on the
 FR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0354.degrees latitude (g = 980.6199 gals.).
 FR0354
 FR0354.The modeled gravity was interpolated from observed gravity values.
 FR0354
 FR0354;                    North         East    Units  Estimated Accuracy
 FR0354;SPC AZ C     -   533,090.      140,150.      MT  (+/- 180 meters Scaled)
 FR0354
 FR0354                          SUPERSEDED SURVEY CONTROL
 FR0354
 FR0354  NGVD 29 (??/??/92) 1714.795  (m)         5625.96   (f) ADJ UNCH    2 0
 FR0354
 FR0354.Superseded values are not recommended for survey control.
 FR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0354.See file dsdata.txt to determine how the superseded data were derived.
 FR0354
 FR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE439636(NAD 83)
 FR0354_MARKER: DB = BENCH MARK DISK
 FR0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0354_SP_SET: 8 FT
 FR0354_STAMPING: Z 388 1968
 FR0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0354
 FR0354  HISTORY     - Date     Condition        Report By
 FR0354  HISTORY     - 1968     MONUMENTED       CGS
 FR0354
 FR0354                          STATION DESCRIPTION
 FR0354
 FR0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0354'33.15 MI W FROM WILLAHA.
 FR0354'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0354'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0354'TOWER POWER LINE, THENCE 8.7 MILES NORTH ALONG A TRACK ROAD, 33 FEET
 FR0354'WEST OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF THE WEST END OF A
 FR0354'GATE ACROSS THE ROAD, 4.1 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A
 FR0354'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 FR0354'5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 8 FEET.  THE UPPER
 FR0354'PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE PROJECTING 0.4
 FR0354'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0363 ***********************************************************************
 FR0363  DESIGNATION -  Z 389
 FR0363  PID         -  FR0363
 FR0363  STATE/COUNTY-  AZ/COCONINO
 FR0363  USGS QUAD   -  HUALAPAI TANK (1981)
 FR0363
 FR0363                         *CURRENT SURVEY CONTROL
 FR0363  ___________________________________________________________________
 FR0363* NAD 83(1986)-  35 53 47.     (N)    112 44 11.     (W)     SCALED    
 FR0363* NAVD 88     -      1747.515  (meters)    5733.31   (feet)  POSTED    
 FR0363  ___________________________________________________________________
 FR0363  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FR0363  DYNAMIC HT  -        1745.270 (meters)    5725.94  (feet)  COMP
 FR0363  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 FR0363
 FR0363  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0363
 FR0363.The horizontal coordinates were scaled from a topographic map and have
 FR0363.an estimated accuracy of +/- 6 seconds.
 FR0363
 FR0363.The orthometric height was determined by differential leveling
 FR0363.and adjusted by the  in 1992.
 FR0363.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0363.was located on a no-check spur therefore a value was not computed.
 FR0363.No vertical observational check was made to the station.
 FR0363
 FR0363.The geoid height was determined by GEOID03.
 FR0363
 FR0363.The dynamic height is computed by dividing the NAVD 88
 FR0363.geopotential number by the normal gravity value computed on the
 FR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0363.degrees latitude (g = 980.6199 gals.).
 FR0363
 FR0363.The modeled gravity was interpolated from observed gravity values.
 FR0363
 FR0363;                    North         East    Units  Estimated Accuracy
 FR0363;SPC AZ C     -   543,330.      139,360.      MT  (+/- 180 meters Scaled)
 FR0363
 FR0363                          SUPERSEDED SURVEY CONTROL
 FR0363
 FR0363  NGVD 29 (??/??/92) 1746.634  (m)         5730.41   (f) ADJ UNCH    2 0
 FR0363
 FR0363.Superseded values are not recommended for survey control.
 FR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0363.See file dsdata.txt to determine how the superseded data were derived.
 FR0363
 FR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE432738(NAD 83)
 FR0363_MARKER: DB = BENCH MARK DISK
 FR0363_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FR0363_SP_SET: 7 FT.
 FR0363_STAMPING: Z 389 1968
 FR0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0363
 FR0363  HISTORY     - Date     Condition        Report By
 FR0363  HISTORY     - 1968     MONUMENTED       CGS
 FR0363
 FR0363                          STATION DESCRIPTION
 FR0363
 FR0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FR0363'39.95 MI NW FROM WILLAHA.
 FR0363'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0363'THE SIDING SIGN AT WILLAHA, THENCE 23.65 MILES WEST ALONG A STEEL
 FR0363'TOWER POWER LINE, THENCE 15.5 MILES NORTH ALONG A TRACK ROAD, AT THE
 FR0363'SOUTH END OF A CURVE, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0
 FR0363'FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, A
 FR0363'DISK ON THE TOP OF A 5.8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 7
 FR0363'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN ORANGEBURG PIPE
 FR0363'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0372 ***********************************************************************
 DT0372  DESIGNATION -  Z 39
 DT0372  PID         -  DT0372
 DT0372  STATE/COUNTY-  AZ/GREENLEE
 DT0372  USGS QUAD   -  RATTLESNAKE SPRING (1989)
 DT0372
 DT0372                         *CURRENT SURVEY CONTROL
 DT0372  ___________________________________________________________________
 DT0372* NAD 83(1986)-  33 01 09.     (N)    109 14 54.     (W)     SCALED    
 DT0372* NAVD 88     -      1213.218  (meters)    3980.37   (feet)  ADJUSTED  
 DT0372  ___________________________________________________________________
 DT0372  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DT0372  DYNAMIC HT  -        1211.458 (meters)    3974.59  (feet)  COMP
 DT0372  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 DT0372
 DT0372  VERT ORDER  -  SECOND    CLASS 0
 DT0372
 DT0372.The horizontal coordinates were scaled from a topographic map and have
 DT0372.an estimated accuracy of +/- 6 seconds.
 DT0372
 DT0372.The orthometric height was determined by differential leveling
 DT0372.and adjusted in June 1991.
 DT0372
 DT0372.The geoid height was determined by GEOID03.
 DT0372
 DT0372.The dynamic height is computed by dividing the NAVD 88
 DT0372.geopotential number by the normal gravity value computed on the
 DT0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0372.degrees latitude (g = 980.6199 gals.).
 DT0372
 DT0372.The modeled gravity was interpolated from observed gravity values.
 DT0372
 DT0372;                    North         East    Units  Estimated Accuracy
 DT0372;SPC AZ E     -   224,250.      299,160.      MT  (+/- 180 meters Scaled)
 DT0372
 DT0372                          SUPERSEDED SURVEY CONTROL
 DT0372
 DT0372  NGVD 29 (??/??/92) 1212.474  (m)         3977.93   (f) ADJ UNCH    2 0
 DT0372
 DT0372.Superseded values are not recommended for survey control.
 DT0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0372.See file dsdata.txt to determine how the superseded data were derived.
 DT0372
 DT0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB636547(NAD 83)
 DT0372_MARKER: DB = BENCH MARK DISK
 DT0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0372_STAMPING: Z 39 1934
 DT0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0372+STABILITY: SURFACE MOTION
 DT0372
 DT0372  HISTORY     - Date     Condition        Report By
 DT0372  HISTORY     - 1934     MONUMENTED       CGS
 DT0372  HISTORY     - 19861224 MARK NOT FOUND   USGS
 DT0372
 DT0372                          STATION DESCRIPTION
 DT0372
 DT0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0372'4.9 MI S FROM CLIFTON.
 DT0372'ON STATE HWY. NO. 75, 0.6 MILE EAST OF JUNCTION WITH CUT OFF TO HWY.
 DT0372'NO. 71, ABOUT 300 FT. SOUTH OF BRIDGE, AND 45 FT. WEST OF CENTER LINE
 DT0372'OF HWY.
 DT0372
 DT0372                          STATION RECOVERY (1986)
 DT0372
 DT0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 DT0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0569 ***********************************************************************
 FR0569  DESIGNATION -  Z 391
 FR0569  PID         -  FR0569
 FR0569  STATE/COUNTY-  AZ/MOHAVE
 FR0569  USGS QUAD   -  TIN MOUNTAIN NW (1980)
 FR0569
 FR0569                         *CURRENT SURVEY CONTROL
 FR0569  ___________________________________________________________________
 FR0569* NAD 83(1986)-  35 10 06.     (N)    113 41 38.     (W)     SCALED    
 FR0569* NAVD 88     -      1135.924  (meters)    3726.78   (feet)  POSTED    
 FR0569  ___________________________________________________________________
 FR0569  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FR0569  DYNAMIC HT  -        1134.510 (meters)    3722.14  (feet)  COMP
 FR0569  MODELED GRAV-     979,354.7   (mgal)                       NAVD 88
 FR0569
 FR0569  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0569
 FR0569.The horizontal coordinates were scaled from a topographic map and have
 FR0569.an estimated accuracy of +/- 6 seconds.
 FR0569
 FR0569.The orthometric height was determined by differential leveling
 FR0569.and adjusted by the  in 1992.
 FR0569.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0569.rate of 0.0 thru 1.0 mm/km.
 FR0569
 FR0569.The geoid height was determined by GEOID03.
 FR0569
 FR0569.The dynamic height is computed by dividing the NAVD 88
 FR0569.geopotential number by the normal gravity value computed on the
 FR0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0569.degrees latitude (g = 980.6199 gals.).
 FR0569
 FR0569.The modeled gravity was interpolated from observed gravity values.
 FR0569
 FR0569;                    North         East    Units  Estimated Accuracy
 FR0569;SPC AZ W     -   462,260.      218,470.      MT  (+/- 180 meters Scaled)
 FR0569
 FR0569                          SUPERSEDED SURVEY CONTROL
 FR0569
 FR0569  NGVD 29 (??/??/92) 1135.085  (m)         3724.02   (f) ADJ UNCH    2 0
 FR0569
 FR0569.Superseded values are not recommended for survey control.
 FR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0569.See file dsdata.txt to determine how the superseded data were derived.
 FR0569
 FR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD546950(NAD 83)
 FR0569_MARKER: DB = BENCH MARK DISK
 FR0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0569_STAMPING: Z 391 1962
 FR0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0569+STABILITY: SURFACE MOTION
 FR0569
 FR0569  HISTORY     - Date     Condition        Report By
 FR0569  HISTORY     - 1962     MONUMENTED       CGS
 FR0569
 FR0569                          STATION DESCRIPTION
 FR0569
 FR0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0569'22.95 MI NE FROM KINGMAN.
 FR0569'ABOUT 14.5 MILES EAST ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 FR0569'U.S. HIGHWAY 66 IN THE NORTHEAST PART OF KINGMAN TO THE JUNCTION OF A
 FR0569'DIRT ROAD NORTH WHICH IS ABOUT 0.7 MILE EAST OF MILE POST 86, THENCE
 FR0569'1.35 MILES NORTH ALONG THE DIRT ROAD TO A CATTLE GUARD, THENCE 0.05
 FR0569'MILE NORTH TO A ROAD FORK AND A RANCH HOUSE ON THE LEFT, TAKE THE
 FR0569'RIGHT FORK OF THE ROAD AND CONTINUE NORTH FOR 1.0 MILE TO A PIPE LINE,
 FR0569'THENCE ABOUT 0.05 MILE NORTH TO ANOTHER PIPE LINE, THENCE 1.7 MILES
 FR0569'EAST ALONG THE PIPE LINE TO A NORTH-SOUTH FENCE LINE AND A GATE,
 FR0569'THENCE 3.3 MILES EAST ALONG THE PIPE LINE TO ANOTHER NORTH-SOUTH FENCE
 FR0569'LINE AND A GATE, THENCE 1.0 MILE EAST ALONG THE PIPE LINE AND ABOUT
 FR0569'0.25 MILE EAST OF THE JUNCTION OF A DIM NORTH-SOUTH ROAD, 59 FEET
 FR0569'SOUTH OF THE CENTER OF THE PIPE LINE ROAD, 11.5 FEET NORTH OF A
 FR0569'TRIANGLE BLAZED MULTIPLE TRUNK CEDAR TREE, 2.2 FEET SOUTH OF A METAL
 FR0569'WITNESS POST, ABOUT 2.5 FEET ABOVE THE LEVEL OF THE PIPE LINE ROAD,
 FR0569'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0440 ***********************************************************************
 FR0440  DESIGNATION -  Z 392
 FR0440  PID         -  FR0440
 FR0440  STATE/COUNTY-  AZ/YAVAPAI
 FR0440  USGS QUAD   -  FORT ROCK RANCH (1980)
 FR0440
 FR0440                         *CURRENT SURVEY CONTROL
 FR0440  ___________________________________________________________________
 FR0440* NAD 83(1986)-  35 11 52.     (N)    113 18 04.     (W)     SCALED    
 FR0440* NAVD 88     -      1583.568  (meters)    5195.42   (feet)  POSTED    
 FR0440  ___________________________________________________________________
 FR0440  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FR0440  DYNAMIC HT  -        1581.470 (meters)    5188.54  (feet)  COMP
 FR0440  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 FR0440
 FR0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0440
 FR0440.The horizontal coordinates were scaled from a topographic map and have
 FR0440.an estimated accuracy of +/- 6 seconds.
 FR0440
 FR0440.The orthometric height was determined by differential leveling
 FR0440.and adjusted by the  in 1992.
 FR0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0440.rate of 0.0 thru 1.0 mm/km.
 FR0440
 FR0440.The geoid height was determined by GEOID03.
 FR0440
 FR0440.The dynamic height is computed by dividing the NAVD 88
 FR0440.geopotential number by the normal gravity value computed on the
 FR0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0440.degrees latitude (g = 980.6199 gals.).
 FR0440
 FR0440.The modeled gravity was interpolated from observed gravity values.
 FR0440
 FR0440;                    North         East    Units  Estimated Accuracy
 FR0440;SPC AZ C     -   466,390.       87,290.      MT  (+/- 180 meters Scaled)
 FR0440
 FR0440                          SUPERSEDED SURVEY CONTROL
 FR0440
 FR0440  NGVD 29 (??/??/92) 1582.656  (m)         5192.43   (f) ADJ UNCH    2 0
 FR0440
 FR0440.Superseded values are not recommended for survey control.
 FR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0440.See file dsdata.txt to determine how the superseded data were derived.
 FR0440
 FR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD905974(NAD 83)
 FR0440_MARKER: DB = BENCH MARK DISK
 FR0440_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FR0440_SP_SET: UNSPEC ROCK
 FR0440_STAMPING: Z 392 1962
 FR0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0440
 FR0440  HISTORY     - Date     Condition        Report By
 FR0440  HISTORY     - 1962     MONUMENTED       CGS
 FR0440
 FR0440                          STATION DESCRIPTION
 FR0440
 FR0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FR0440'28.3 MI W FROM SELIGMAN.
 FR0440'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM
 FR0440'ITS STATION AT SELIGMAN, THENCE 25.3 MILES WEST ALONG A GRAVEL AND
 FR0440'DIRT ROAD, ABOUT 0.10 MILE NORTHEAST OF THE JUNCTION OF A DRIVE
 FR0440'SOUTHWEST TO A RANCH HOUSE, SET IN TOP OF A LARGE BLACK ROCK WHICH
 FR0440'PROJECTS ABOUT 4 FEET, 90 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 FR0440'3.5 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 4 FEET ABOVE THE
 FR0440'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0215 ***********************************************************************
 FR0215  DESIGNATION -  Z 393
 FR0215  PID         -  FR0215
 FR0215  STATE/COUNTY-  AZ/YAVAPAI
 FR0215  USGS QUAD   -  SELIGMAN EAST (1981)
 FR0215
 FR0215                         *CURRENT SURVEY CONTROL
 FR0215  ___________________________________________________________________
 FR0215* NAD 83(1986)-  35 19 23.     (N)    112 51 38.     (W)     SCALED    
 FR0215* NAVD 88     -      1600.484  (meters)    5250.92   (feet)  ADJUSTED  
 FR0215  ___________________________________________________________________
 FR0215  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FR0215  DYNAMIC HT  -        1598.382 (meters)    5244.02  (feet)  COMP
 FR0215  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 FR0215
 FR0215  VERT ORDER  -  FIRST     CLASS II
 FR0215
 FR0215.The horizontal coordinates were scaled from a topographic map and have
 FR0215.an estimated accuracy of +/- 6 seconds.
 FR0215
 FR0215.The orthometric height was determined by differential leveling
 FR0215.and adjusted in June 1991.
 FR0215
 FR0215.The geoid height was determined by GEOID03.
 FR0215
 FR0215.The dynamic height is computed by dividing the NAVD 88
 FR0215.geopotential number by the normal gravity value computed on the
 FR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0215.degrees latitude (g = 980.6199 gals.).
 FR0215
 FR0215.The modeled gravity was interpolated from observed gravity values.
 FR0215
 FR0215;                    North         East    Units  Estimated Accuracy
 FR0215;SPC AZ C     -   479,820.      127,540.      MT  (+/- 180 meters Scaled)
 FR0215
 FR0215                          SUPERSEDED SURVEY CONTROL
 FR0215
 FR0215  NGVD 29 (??/??/92) 1599.584  (m)         5247.97   (f) ADJ UNCH    1 2
 FR0215
 FR0215.Superseded values are not recommended for survey control.
 FR0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0215.See file dsdata.txt to determine how the superseded data were derived.
 FR0215
 FR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE308104(NAD 83)
 FR0215_MARKER: DB = BENCH MARK DISK
 FR0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FR0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FR0215_STAMPING: Z 393 1962
 FR0215_MARK LOGO: CGS   
 FR0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0215+STABILITY: SURFACE MOTION
 FR0215
 FR0215  HISTORY     - Date     Condition        Report By
 FR0215  HISTORY     - 1962     MONUMENTED       CGS
 FR0215  HISTORY     - 1968     GOOD             NGS
 FR0215  HISTORY     - 1982     GOOD             NGS
 FR0215  HISTORY     - 20030223 GOOD             NGS
 FR0215  HISTORY     - 20030503 MARK NOT FOUND   NGS
 FR0215
 FR0215                          STATION DESCRIPTION
 FR0215
 FR0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FR0215'0.95 MI E FROM SELIGMAN.
 FR0215'0.95 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FR0215'THE STATION AT SELIGMAN, 0.15 MILE EAST OF THE CROSSING OF WALNUT
 FR0215'CREEK ROAD, 0.1 MILE EAST OF MILEPOST 428, 38.4 FEET NORTH OF THE
 FR0215'NORTH RAIL OF THE NORTH TRACK, 110 FEET SOUTH OF THE CENTER LINE OF
 FR0215'U.S. HIGHWAY 66, 6 FEET EAST OF THE THIRD TELEPHONE POLE EAST OF THE
 FR0215'MILEPOST, 1.3 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN
 FR0215'THE TRACK, AND LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 FR0215'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST
 FR0215'IS CHIPPED AND BATTERED.
 FR0215
 FR0215                          STATION RECOVERY (1982)
 FR0215
 FR0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0215'RECOVERED IN GOOD CONDITION.
 FR0215
 FR0215                          STATION RECOVERY (2003)
 FR0215
 FR0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DHM)
 FR0215'STATION WAS RECOVERED BY YAVAPAI PUBLIC WORKS AND REPORTED TO NGS VIA
 FR0215'THE NGS GEODETIC ADVISOR FOR ARIZONA.  THE STATION WAS LOCATED 1.2 FT.
 FR0215'WEST OF WITNESS POST, BELOW GROUND LEVEL APPROXIMATELY 0.4 FT.
 FR0215' 
 FR0215'DISREGARD PREVIOUS RECOVERY NOTE (2003) REPORTING STATION LOST.
 FR0215
 FR0215                          STATION RECOVERY (2003)
 FR0215
 FR0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 FR0215'A HOLE IN GROUND WAS FOUND TO WEST OF WITNESS POST.  IT IS ASSUMED
 FR0215'THAT MARK AND CONCRETE POST WERE REMOVED.  WITNESS POST WAS LEFT IN
 FR0215'PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0694 ***********************************************************************
 DW0694  DESIGNATION -  Z 394
 DW0694  PID         -  DW0694
 DW0694  STATE/COUNTY-  AZ/LA PAZ
 DW0694  USGS QUAD   -  QUARTZSITE (1990)
 DW0694
 DW0694                         *CURRENT SURVEY CONTROL
 DW0694  ___________________________________________________________________
 DW0694* NAD 83(1986)-  33 40 09.     (N)    114 09 51.     (W)     SCALED    
 DW0694* NAVD 88     -       323.26   (+/-2cm)    1060.6    (feet)  VERTCON   
 DW0694  ___________________________________________________________________
 DW0694  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DW0694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0694
 DW0694.The horizontal coordinates were scaled from a topographic map and have
 DW0694.an estimated accuracy of +/- 6 seconds.
 DW0694
 DW0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0694.The vertical order pertains to the NGVD 29 superseded value.
 DW0694
 DW0694.The geoid height was determined by GEOID03.
 DW0694
 DW0694;                    North         East    Units  Estimated Accuracy
 DW0694;SPC AZ W     -   296,050.      174,950.      MT  (+/- 180 meters Scaled)
 DW0694
 DW0694                          SUPERSEDED SURVEY CONTROL
 DW0694
 DW0694  NGVD 29 (??/??/??)  322.579  (m)         1058.33   (f) ADJUSTED    2 0
 DW0694
 DW0694.Superseded values are not recommended for survey control.
 DW0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0694.See file dsdata.txt to determine how the superseded data were derived.
 DW0694
 DW0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT629290(NAD 83)
 DW0694_MARKER: DB = BENCH MARK DISK
 DW0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0694_SP_SET: BRIDGE HEADWALL
 DW0694_STAMPING: Z 394 1962
 DW0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0694
 DW0694  HISTORY     - Date     Condition        Report By
 DW0694  HISTORY     - 1962     MONUMENTED       CGS
 DW0694  HISTORY     - 1981     MARK NOT FOUND   NGS
 DW0694
 DW0694                          STATION DESCRIPTION
 DW0694
 DW0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DW0694'4.2 MI E FROM QUARTZSITE.
 DW0694'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 60 AND 70 FROM THE POST
 DW0694'OFFICE AT QUARTZSITE, SET IN TOP OF THE EAST END OF THE SOUTH
 DW0694'HEADWALL OF A 90 FOOT CONCRETE BRIDGE WITH 6 OPENINGS, 35 FEET
 DW0694'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 60 AND
 DW0694'70, AND IS ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DW0694
 DW0694                          STATION RECOVERY (1981)
 DW0694
 DW0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0694'NOT RECOVERED. NOTE-DESCRIBED CULVERT HAS BEEN ADDED TO, MARK BELIEVED
 DW0694'DESTROYED ALONG WITH OLD HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1099 ***********************************************************************
 DV1099  DESIGNATION -  Z 395 9
 DV1099  PID         -  DV1099
 DV1099  STATE/COUNTY-  AZ/LA PAZ
 DV1099  USGS QUAD   -  VICKSBURG (1990)
 DV1099
 DV1099                         *CURRENT SURVEY CONTROL
 DV1099  ___________________________________________________________________
 DV1099* NAD 83(1986)-  33 38 38.     (N)    113 52 20.     (W)     SCALED    
 DV1099* NAVD 88     -       384.51   (+/-2cm)    1261.5    (feet)  VERTCON   
 DV1099  ___________________________________________________________________
 DV1099  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DV1099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1099
 DV1099.The horizontal coordinates were scaled from a topographic map and have
 DV1099.an estimated accuracy of +/- 6 seconds.
 DV1099
 DV1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1099.The vertical order pertains to the NGVD 29 superseded value.
 DV1099
 DV1099.The geoid height was determined by GEOID03.
 DV1099
 DV1099;                    North         East    Units  Estimated Accuracy
 DV1099;SPC AZ W     -   293,180.      202,020.      MT  (+/- 180 meters Scaled)
 DV1099
 DV1099                          SUPERSEDED SURVEY CONTROL
 DV1099
 DV1099  NGVD 29 (??/??/92)  383.830  (m)         1259.28   (f) ADJ UNCH    2 0
 DV1099
 DV1099.Superseded values are not recommended for survey control.
 DV1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1099.See file dsdata.txt to determine how the superseded data were derived.
 DV1099
 DV1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC336263(NAD 83)
 DV1099_MARKER: DB = BENCH MARK DISK
 DV1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1099_STAMPING: Z 395 9 1962
 DV1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1099+STABILITY: SURFACE MOTION
 DV1099
 DV1099  HISTORY     - Date     Condition        Report By
 DV1099  HISTORY     - 1962     MONUMENTED       CGS
 DV1099
 DV1099                          STATION DESCRIPTION
 DV1099
 DV1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1099'7.85 MI SE FROM BRENDA.
 DV1099'1.0 MILE WEST ALONG U.S. HIGHWAY 60-70 FROM THE BUS FLAG STOP AT
 DV1099'BRENDA, THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, THENCE 5.5 MILES
 DV1099'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV1099'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.2 FEET NORTHWEST OF A METAL
 DV1099'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1142 ***********************************************************************
 DV1142  DESIGNATION -  Z 396 29
 DV1142  PID         -  DV1142
 DV1142  STATE/COUNTY-  AZ/LA PAZ
 DV1142  USGS QUAD   -  HOPE SE (1990)
 DV1142
 DV1142                         *CURRENT SURVEY CONTROL
 DV1142  ___________________________________________________________________
 DV1142* NAD 83(1986)-  33 35 41.     (N)    113 31 33.     (W)     SCALED    
 DV1142* NAVD 88     -       430.44   (+/-2cm)    1412.2    (feet)  VERTCON   
 DV1142  ___________________________________________________________________
 DV1142  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DV1142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1142
 DV1142.The horizontal coordinates were scaled from a topographic map and have
 DV1142.an estimated accuracy of +/- 6 seconds.
 DV1142
 DV1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1142.The vertical order pertains to the NGVD 29 superseded value.
 DV1142
 DV1142.The geoid height was determined by GEOID03.
 DV1142
 DV1142;                    North         East    Units  Estimated Accuracy
 DV1142;SPC AZ W     -   287,740.      234,170.      MT  (+/- 180 meters Scaled)
 DV1142
 DV1142                          SUPERSEDED SURVEY CONTROL
 DV1142
 DV1142  NGVD 29 (??/??/92)  429.761  (m)         1409.97   (f) ADJ UNCH    2 0
 DV1142
 DV1142.Superseded values are not recommended for survey control.
 DV1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1142.See file dsdata.txt to determine how the superseded data were derived.
 DV1142
 DV1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC656200(NAD 83)
 DV1142_MARKER: DB = BENCH MARK DISK
 DV1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1142_STAMPING: Z 396 29 1962
 DV1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1142+STABILITY: SURFACE MOTION
 DV1142
 DV1142  HISTORY     - Date     Condition        Report By
 DV1142  HISTORY     - 1962     MONUMENTED       CGS
 DV1142  HISTORY     - 19870204 MARK NOT FOUND   USGS
 DV1142
 DV1142                          STATION DESCRIPTION
 DV1142
 DV1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1142'17.4 MI SE FROM SALOME.
 DV1142'7.0 MILES SOUTHEAST ALONG AN ASPHALT PAVED ROAD FROM THE POST OFFICE
 DV1142'AT SALOME, THENCE 0.25 MILE WEST ALONG A BLADED ROAD TO AN IRRIGATION
 DV1142'DITCH AND A ROAD FORK, TAKE THE RIGHT FORK AND GO 3.65 MILES WEST AND
 DV1142'SOUTH TO A CORRAL ON THE LEFT AND A ROAD FORK, TAKE THE RIGHT FORK AND
 DV1142'GO 4.7 MILES SOUTH TO A CORRAL ON THE RIGHT AND A ROAD FORK, TAKE THE
 DV1142'RIGHT FORK AND GO 1.8 MILES SOUTH TO A BLADED TRACK.  THE MARK IS IN
 DV1142'THE CENTER OF THE BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN STRIP
 DV1142'OF PROPOSED INTERSTATE HIGHWAY 10, 30 FEET EAST OF THE CENTER OF THE
 DV1142'ROAD, 2.6 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 DV1142'CONCRETE POST PROJECTING 2 INCHES.
 DV1142
 DV1142                          STATION RECOVERY (1987)
 DV1142
 DV1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (JEP)
 DV1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0576 ***********************************************************************
 CY0576  DESIGNATION -  Z 40
 CY0576  PID         -  CY0576
 CY0576  STATE/COUNTY-  AZ/GRAHAM
 CY0576  USGS QUAD   -  SAFFORD (1985)
 CY0576
 CY0576                         *CURRENT SURVEY CONTROL
 CY0576  ___________________________________________________________________
 CY0576* NAD 83(1986)-  32 48 49.     (N)    109 37 54.     (W)     SCALED    
 CY0576* NAVD 88     -       905.794  (meters)    2971.76   (feet)  ADJUSTED  
 CY0576  ___________________________________________________________________
 CY0576  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CY0576  DYNAMIC HT  -         904.531 (meters)    2967.62  (feet)  COMP
 CY0576  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 CY0576
 CY0576  VERT ORDER  -  SECOND    CLASS 0
 CY0576
 CY0576.The horizontal coordinates were scaled from a topographic map and have
 CY0576.an estimated accuracy of +/- 6 seconds.
 CY0576
 CY0576.The orthometric height was determined by differential leveling
 CY0576.and adjusted in June 1991.
 CY0576.WARNING-Repeat measurements at this control monument indicate possible
 CY0576.vertical movement.
 CY0576
 CY0576.The geoid height was determined by GEOID03.
 CY0576
 CY0576.The dynamic height is computed by dividing the NAVD 88
 CY0576.geopotential number by the normal gravity value computed on the
 CY0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0576.degrees latitude (g = 980.6199 gals.).
 CY0576
 CY0576.The modeled gravity was interpolated from observed gravity values.
 CY0576
 CY0576;                    North         East    Units  Estimated Accuracy
 CY0576;SPC AZ E     -   201,210.      263,460.      MT  (+/- 180 meters Scaled)
 CY0576
 CY0576                          SUPERSEDED SURVEY CONTROL
 CY0576
 CY0576  NGVD 29 (??/??/92)  905.212  (m)         2969.85   (f) ADJ UNCH    2 0
 CY0576
 CY0576.Superseded values are not recommended for survey control.
 CY0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0576.See file dsdata.txt to determine how the superseded data were derived.
 CY0576
 CY0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB280314(NAD 83)
 CY0576_MARKER: DB = BENCH MARK DISK
 CY0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0576_SP_SET: STEP
 CY0576_STAMPING: Z 40 1934
 CY0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0576
 CY0576  HISTORY     - Date     Condition        Report By
 CY0576  HISTORY     - 1934     MONUMENTED       CGS
 CY0576
 CY0576                          STATION DESCRIPTION
 CY0576
 CY0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0576'IN SOLOMONVILLE.
 CY0576'IN SOLOMONVILLE GRAMMAR SCHOOL BUILDING, AT EAST MAIN ENTRANCE, 7 FT.
 CY0576'NORTH OF CENTER OF LANDING, 11 FT. EAST OF WALL OF BUILDING, AND 1 FT.
 CY0576'EAST OF PILLAR SUPPORTING PORCH ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0086 ***********************************************************************
 GP0086  DESIGNATION -  Z 401
 GP0086  PID         -  GP0086
 GP0086  STATE/COUNTY-  AZ/COCONINO
 GP0086  USGS QUAD   -  WILD HORSE MESA (1985)
 GP0086
 GP0086                         *CURRENT SURVEY CONTROL
 GP0086  ___________________________________________________________________
 GP0086* NAD 83(1986)-  36 58 04.     (N)    111 21 23.     (W)     SCALED    
 GP0086* NAVD 88     -      1184.445  (meters)    3885.97   (feet)  ADJUSTED  
 GP0086  ___________________________________________________________________
 GP0086  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 GP0086  DYNAMIC HT  -        1183.049 (meters)    3881.39  (feet)  COMP
 GP0086  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 GP0086
 GP0086  VERT ORDER  -  FIRST     CLASS II
 GP0086
 GP0086.The horizontal coordinates were scaled from a topographic map and have
 GP0086.an estimated accuracy of +/- 6 seconds.
 GP0086
 GP0086.The orthometric height was determined by differential leveling
 GP0086.and adjusted in June 1991.
 GP0086
 GP0086.The geoid height was determined by GEOID03.
 GP0086
 GP0086.The dynamic height is computed by dividing the NAVD 88
 GP0086.geopotential number by the normal gravity value computed on the
 GP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0086.degrees latitude (g = 980.6199 gals.).
 GP0086
 GP0086.The modeled gravity was interpolated from observed gravity values.
 GP0086
 GP0086;                    North         East    Units  Estimated Accuracy
 GP0086;SPC AZ C     -   662,040.      263,250.      MT  (+/- 180 meters Scaled)
 GP0086
 GP0086                          SUPERSEDED SURVEY CONTROL
 GP0086
 GP0086  NGVD 29 (??/??/92) 1183.504  (m)         3882.88   (f) ADJ UNCH    1 2
 GP0086
 GP0086.Superseded values are not recommended for survey control.
 GP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0086.See file dsdata.txt to determine how the superseded data were derived.
 GP0086
 GP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF682913(NAD 83)
 GP0086_MARKER: DB = BENCH MARK DISK
 GP0086_SETTING: 66 = SET IN ROCK OUTCROP
 GP0086_SP_SET: SANDSTONE HILL
 GP0086_STAMPING: Z 401 1962
 GP0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0086+STABILITY: POSITION/ELEVATION WELL
 GP0086
 GP0086  HISTORY     - Date     Condition        Report By
 GP0086  HISTORY     - 1962     MONUMENTED       CGS
 GP0086
 GP0086                          STATION DESCRIPTION
 GP0086
 GP0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0086'7.9 MI NE FROM PAGE.
 GP0086'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 GP0086'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 GP0086'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 GP0086'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 GP0086'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 GP0086'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 6.4 MILES NORTHEAST
 GP0086'ACROSS COUNTRY.  ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE EAST END OF A
 GP0086'LARGE MESA, 80 FEET NORTHEAST OF THE NORTHEAST RIM OF NAVAJO CREEK,
 GP0086'165 YARDS SOUTHEAST OF A DARK FORMATION OF SANDSTONE WHICH FORMS A
 GP0086'ROUGH POINT, SET IN THE TOP OF A STEEP SANDSTONE HILL, 51.0 FEET WEST
 GP0086'OF A METAL WITNESS POST, AND ABOUT 40 FEET ABOVE THE RIM OF NAVAJO
 GP0086'CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1277 ***********************************************************************
 DU1277  DESIGNATION -  Z 403
 DU1277  PID         -  DU1277
 DU1277  STATE/COUNTY-  AZ/GILA
 DU1277  USGS QUAD   -  SALT RIVER PEAK (1986)
 DU1277
 DU1277                         *CURRENT SURVEY CONTROL
 DU1277  ___________________________________________________________________
 DU1277* NAD 83(1986)-  33 34 54.     (N)    110 57 48.     (W)     SCALED    
 DU1277* NAVD 88     -       848.189  (meters)    2782.77   (feet)  ADJUSTED  
 DU1277  ___________________________________________________________________
 DU1277  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DU1277  DYNAMIC HT  -         847.070 (meters)    2779.10  (feet)  COMP
 DU1277  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 DU1277
 DU1277  VERT ORDER  -  FIRST     CLASS II
 DU1277
 DU1277.The horizontal coordinates were scaled from a topographic map and have
 DU1277.an estimated accuracy of +/- 6 seconds.
 DU1277
 DU1277.The orthometric height was determined by differential leveling
 DU1277.and adjusted in June 1991.
 DU1277
 DU1277.The geoid height was determined by GEOID03.
 DU1277
 DU1277.The dynamic height is computed by dividing the NAVD 88
 DU1277.geopotential number by the normal gravity value computed on the
 DU1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1277.degrees latitude (g = 980.6199 gals.).
 DU1277
 DU1277.The modeled gravity was interpolated from observed gravity values.
 DU1277
 DU1277;                    North         East    Units  Estimated Accuracy
 DU1277;SPC AZ E     -   286,540.      139,410.      MT  (+/- 180 meters Scaled)
 DU1277
 DU1277                          SUPERSEDED SURVEY CONTROL
 DU1277
 DU1277.No superseded survey control is available for this station.
 DU1277
 DU1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC034157(NAD 83)
 DU1277_MARKER: DB = BENCH MARK DISK
 DU1277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1277_SP_SET: STAINLESS STEEL ROD
 DU1277_STAMPING: Z 403 1979
 DU1277_PROJECTION: FLUSH
 DU1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1277+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 DU1277_ROD/PIPE-DEPTH: 5.18 meters
 DU1277
 DU1277  HISTORY     - Date     Condition        Report By
 DU1277  HISTORY     - 1979     MONUMENTED       NGS
 DU1277  HISTORY     - 20050529 GOOD             USPSQD
 DU1277
 DU1277                          STATION DESCRIPTION
 DU1277
 DU1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1277'11.7 MI SE FROM ROOSEVELT.
 DU1277'11.7 MILES SOUTHEAST ALONG STATE HIGHWAY 88 (APACHE TRAIL) FROM
 DU1277'THE POST OFFICE IN ROOSEVELT, 77.5 FEET NORTH-
 DU1277'NORTHEAST OF THE NORTH SUPPORT LEG OF A HIGHWAY SIGN (NO PASSING
 DU1277'ZONE), 48.1 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 51.3
 DU1277'FEET SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 17 FEET.  ACCESS
 DU1277'TO THE DISK IS THROUGH A 4-INCH SCREWPLUG.
 DU1277'THE MARK IS 1.7 FT  NNW FROM A WITNESS POST.
 DU1277'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 DU1277
 DU1277                          STATION RECOVERY (2005)
 DU1277
 DU1277'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DU1277'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1177 ***********************************************************************
 DU1177  DESIGNATION -  Z 404
 DU1177  PID         -  DU1177
 DU1177  STATE/COUNTY-  AZ/GILA
 DU1177  USGS QUAD   -  CHROME BUTTE (1966)
 DU1177
 DU1177                         *CURRENT SURVEY CONTROL
 DU1177  ___________________________________________________________________
 DU1177* NAD 83(1986)-  33 31 51.     (N)    110 41 35.     (W)     SCALED    
 DU1177* NAVD 88     -      1434.344  (meters)    4705.84   (feet)  ADJUSTED  
 DU1177  ___________________________________________________________________
 DU1177  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DU1177  DYNAMIC HT  -        1432.317 (meters)    4699.19  (feet)  COMP
 DU1177  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 DU1177
 DU1177  VERT ORDER  -  FIRST     CLASS II
 DU1177
 DU1177.The horizontal coordinates were scaled from a topographic map and have
 DU1177.an estimated accuracy of +/- 6 seconds.
 DU1177
 DU1177.The orthometric height was determined by differential leveling
 DU1177.and adjusted in June 1991.
 DU1177
 DU1177.The geoid height was determined by GEOID03.
 DU1177
 DU1177.The dynamic height is computed by dividing the NAVD 88
 DU1177.geopotential number by the normal gravity value computed on the
 DU1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1177.degrees latitude (g = 980.6199 gals.).
 DU1177
 DU1177.The modeled gravity was interpolated from observed gravity values.
 DU1177
 DU1177;                    North         East    Units  Estimated Accuracy
 DU1177;SPC AZ E     -   280,740.      164,470.      MT  (+/- 180 meters Scaled)
 DU1177
 DU1177                          SUPERSEDED SURVEY CONTROL
 DU1177
 DU1177.No superseded survey control is available for this station.
 DU1177
 DU1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC285101(NAD 83)
 DU1177_MARKER: DB = BENCH MARK DISK
 DU1177_SETTING: 66 = SET IN ROCK OUTCROP
 DU1177_SP_SET: ROCK OUTCROP
 DU1177_STAMPING: Z 404 1979
 DU1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1177+STABILITY: POSITION/ELEVATION WELL
 DU1177
 DU1177  HISTORY     - Date     Condition        Report By
 DU1177  HISTORY     - 1979     MONUMENTED       NGS
 DU1177
 DU1177                          STATION DESCRIPTION
 DU1177
 DU1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1177'11.2 MI NE FROM GLOBE.
 DU1177'11.2 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE GILA COUNTY
 DU1177'COURTHOUSE IN GLOBE, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 DU1177'THE MARK IS 3.8 FT  E FROM A WITNESS POST.
 DU1177'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0231 ***********************************************************************
 GP0231  DESIGNATION -  Z 404 MARBLE CANYON
 GP0231  PID         -  GP0231
 GP0231  STATE/COUNTY-  AZ/COCONINO
 GP0231  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0231
 GP0231                         *CURRENT SURVEY CONTROL
 GP0231  ___________________________________________________________________
 GP0231* NAD 83(1986)-  36 48 35.     (N)    111 38 41.     (W)     SCALED    
 GP0231* NAVD 88     -      1099.334  (meters)    3606.73   (feet)  POSTED    
 GP0231  ___________________________________________________________________
 GP0231  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 GP0231  DYNAMIC HT  -        1098.090 (meters)    3602.65  (feet)  COMP
 GP0231  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 GP0231
 GP0231  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GP0231
 GP0231.The horizontal coordinates were scaled from a topographic map and have
 GP0231.an estimated accuracy of +/- 6 seconds.
 GP0231
 GP0231.The orthometric height was determined by differential leveling
 GP0231.and adjusted by the  in 1992.
 GP0231.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GP0231.was located on a no-check spur therefore a value was not computed.
 GP0231.No vertical observational check was made to the station.
 GP0231
 GP0231.The geoid height was determined by GEOID03.
 GP0231
 GP0231.The dynamic height is computed by dividing the NAVD 88
 GP0231.geopotential number by the normal gravity value computed on the
 GP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0231.degrees latitude (g = 980.6199 gals.).
 GP0231
 GP0231.The modeled gravity was interpolated from observed gravity values.
 GP0231
 GP0231;                    North         East    Units  Estimated Accuracy
 GP0231;SPC AZ C     -   644,390.      237,620.      MT  (+/- 180 meters Scaled)
 GP0231
 GP0231                          SUPERSEDED SURVEY CONTROL
 GP0231
 GP0231  NGVD 29 (??/??/92) 1098.470  (m)         3603.90   (f) ADJ UNCH    1 2
 GP0231
 GP0231.Superseded values are not recommended for survey control.
 GP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0231.See file dsdata.txt to determine how the superseded data were derived.
 GP0231
 GP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF424739(NAD 83)
 GP0231_MARKER: DB = BENCH MARK DISK
 GP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0231_STAMPING: Z 404 1962
 GP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0231+STABILITY: SURFACE MOTION
 GP0231
 GP0231  HISTORY     - Date     Condition        Report By
 GP0231  HISTORY     - 1962     MONUMENTED       CGS
 GP0231
 GP0231                          STATION DESCRIPTION
 GP0231
 GP0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0231'0.55 MI SW FROM MARBLE CANYON.
 GP0231'ABOUT 0.55 MILE SOUTHWEST ALONG A DIRT AIRSTRIP FROM THE POST OFFICE
 GP0231'AND SERVICE STATION AT MARBLE CANYON, 90 FEET SOUTHEAST OF THE
 GP0231'CENTERLINE OF THE AIRSTRIP, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 GP0231'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0102 ***********************************************************************
 GP0102  DESIGNATION -  Z 404 PAGE
 GP0102  PID         -  GP0102
 GP0102  STATE/COUNTY-  AZ/COCONINO
 GP0102  USGS QUAD   -  PAGE (1985)
 GP0102
 GP0102                         *CURRENT SURVEY CONTROL
 GP0102  ___________________________________________________________________
 GP0102* NAD 83(1986)-  36 56 10.     (N)    111 28 53.     (W)     SCALED    
 GP0102* NAVD 88     -      1166.276  (meters)    3826.36   (feet)  ADJUSTED  
 GP0102  ___________________________________________________________________
 GP0102  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0102  DYNAMIC HT  -        1164.959 (meters)    3822.04  (feet)  COMP
 GP0102  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 GP0102
 GP0102  VERT ORDER  -  FIRST     CLASS II
 GP0102
 GP0102.The horizontal coordinates were scaled from a topographic map and have
 GP0102.an estimated accuracy of +/- 6 seconds.
 GP0102
 GP0102.The orthometric height was determined by differential leveling
 GP0102.and adjusted in June 1991.
 GP0102.WARNING-Repeat measurements at this control monument indicate possible
 GP0102.vertical movement.
 GP0102
 GP0102.The geoid height was determined by GEOID03.
 GP0102
 GP0102.The dynamic height is computed by dividing the NAVD 88
 GP0102.geopotential number by the normal gravity value computed on the
 GP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0102.degrees latitude (g = 980.6199 gals.).
 GP0102
 GP0102.The modeled gravity was interpolated from observed gravity values.
 GP0102
 GP0102;                    North         East    Units  Estimated Accuracy
 GP0102;SPC AZ C     -   658,470.      252,130.      MT  (+/- 180 meters Scaled)
 GP0102
 GP0102                          SUPERSEDED SURVEY CONTROL
 GP0102
 GP0102  NGVD 29 (??/??/92) 1165.413  (m)         3823.53   (f) ADJ UNCH    1 2
 GP0102
 GP0102.Superseded values are not recommended for survey control.
 GP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0102.See file dsdata.txt to determine how the superseded data were derived.
 GP0102
 GP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF571878(NAD 83)
 GP0102_MARKER: DB = BENCH MARK DISK
 GP0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GP0102_SP_SET: ABUTMENT
 GP0102_STAMPING: Z 404 1962
 GP0102_MARK LOGO: CGS   
 GP0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0102+STABILITY: POSITION/ELEVATION WELL
 GP0102
 GP0102  HISTORY     - Date     Condition        Report By
 GP0102  HISTORY     - 1962     MONUMENTED       CGS
 GP0102  HISTORY     - 1983     GOOD             NGS
 GP0102
 GP0102                          STATION DESCRIPTION
 GP0102
 GP0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0102'IN PAGE.
 GP0102'AT THE NORTHEAST END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA. 20.0
 GP0102'FEET SOUTHEAST OF THE CENTERLINE OF THE BRIDGE, 15 FEET SOUTHWEST OF
 GP0102'THE NORTHEAST END OF THE BRIDGE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 GP0102'BRIDGE, AND SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 GP0102'CONCRETE ABUTMENT OF THE BRIDGE.
 GP0102
 GP0102                          STATION RECOVERY (1983)
 GP0102
 GP0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1207 ***********************************************************************
 DU1207  DESIGNATION -  Z 405
 DU1207  PID         -  DU1207
 DU1207  STATE/COUNTY-  AZ/GILA
 DU1207  USGS QUAD   -  BECKERS BUTTE (1978)
 DU1207
 DU1207                         *CURRENT SURVEY CONTROL
 DU1207  ___________________________________________________________________
 DU1207* NAD 83(1986)-  33 47 33.     (N)    110 29 44.     (W)     SCALED    
 DU1207* NAVD 88     -      1222.662  (meters)    4011.35   (feet)  ADJUSTED  
 DU1207  ___________________________________________________________________
 DU1207  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DU1207  DYNAMIC HT  -        1221.002 (meters)    4005.90  (feet)  COMP
 DU1207  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 DU1207
 DU1207  VERT ORDER  -  FIRST     CLASS II
 DU1207
 DU1207.The horizontal coordinates were scaled from a topographic map and have
 DU1207.an estimated accuracy of +/- 6 seconds.
 DU1207
 DU1207.The orthometric height was determined by differential leveling
 DU1207.and adjusted in June 1991.
 DU1207
 DU1207.The geoid height was determined by GEOID03.
 DU1207
 DU1207.The dynamic height is computed by dividing the NAVD 88
 DU1207.geopotential number by the normal gravity value computed on the
 DU1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1207.degrees latitude (g = 980.6199 gals.).
 DU1207
 DU1207.The modeled gravity was interpolated from observed gravity values.
 DU1207
 DU1207;                    North         East    Units  Estimated Accuracy
 DU1207;SPC AZ E     -   309,690.      182,910.      MT  (+/- 180 meters Scaled)
 DU1207
 DU1207                          SUPERSEDED SURVEY CONTROL
 DU1207
 DU1207.No superseded survey control is available for this station.
 DU1207
 DU1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC466392(NAD 83)
 DU1207_MARKER: DB = BENCH MARK DISK
 DU1207_SETTING: 66 = SET IN ROCK OUTCROP
 DU1207_SP_SET: ROCK OUTCROP
 DU1207_STAMPING: Z 405 1979
 DU1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1207+STABILITY: POSITION/ELEVATION WELL
 DU1207
 DU1207  HISTORY     - Date     Condition        Report By
 DU1207  HISTORY     - 1979     MONUMENTED       NGS
 DU1207  HISTORY     - 19960918 GOOD             USPSQD
 DU1207
 DU1207                          STATION DESCRIPTION
 DU1207
 DU1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1207'36.4 MI NE FROM GLOBE.
 DU1207'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE SALT RIVER BRIDGE
 DU1207'IN SALT RIVER CANYON, 50.1 FEET WEST-SOUTHWEST AND ACROSS THE HIGHWAY
 DU1207'FROM A GUARD RAIL AND 30.1 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 DU1207'THE HIGHWAY.  NOTE=THE SALT RIVER CANYON BRIDGE IS 38.0 MILES
 DU1207'NORTHEAST OF THE GILA COUNTY COURTHOUSE IN GLOBE.
 DU1207'THE MARK IS 4.9 FT  S FROM A WITNESS POST.
 DU1207'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 DU1207
 DU1207                          STATION RECOVERY (1996)
 DU1207
 DU1207'RECOVERY NOTE BY US POWER SQUADRON 1996
 DU1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0122 ***********************************************************************
 GP0122  DESIGNATION -  Z 405
 GP0122  PID         -  GP0122
 GP0122  STATE/COUNTY-  AZ/COCONINO
 GP0122  USGS QUAD   -  PAGE (1985)
 GP0122
 GP0122                         *CURRENT SURVEY CONTROL
 GP0122  ___________________________________________________________________
 GP0122* NAD 83(1986)-  36 56 14.     (N)    111 28 59.     (W)     SCALED    
 GP0122* NAVD 88     -       974.219  (meters)    3196.25   (feet)  ADJUSTED  
 GP0122  ___________________________________________________________________
 GP0122  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GP0122  DYNAMIC HT  -         973.111 (meters)    3192.61  (feet)  COMP
 GP0122  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 GP0122
 GP0122  VERT ORDER  -  FIRST     CLASS II
 GP0122
 GP0122.The horizontal coordinates were scaled from a topographic map and have
 GP0122.an estimated accuracy of +/- 6 seconds.
 GP0122
 GP0122.The orthometric height was determined by differential leveling
 GP0122.and adjusted in June 1991.
 GP0122
 GP0122.The geoid height was determined by GEOID03.
 GP0122
 GP0122.The dynamic height is computed by dividing the NAVD 88
 GP0122.geopotential number by the normal gravity value computed on the
 GP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0122.degrees latitude (g = 980.6199 gals.).
 GP0122
 GP0122.The modeled gravity was interpolated from observed gravity values.
 GP0122
 GP0122;                    North         East    Units  Estimated Accuracy
 GP0122;SPC AZ C     -   658,590.      251,980.      MT  (+/- 180 meters Scaled)
 GP0122
 GP0122                          SUPERSEDED SURVEY CONTROL
 GP0122
 GP0122  NGVD 29 (??/??/92)  973.327  (m)         3193.32   (f) ADJ UNCH    1 2
 GP0122
 GP0122.Superseded values are not recommended for survey control.
 GP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0122.See file dsdata.txt to determine how the superseded data were derived.
 GP0122
 GP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF569880(NAD 83)
 GP0122_MARKER: DB = BENCH MARK DISK
 GP0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GP0122_SP_SET: ARCHWAY
 GP0122_STAMPING: Z 405 1962
 GP0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GP0122
 GP0122  HISTORY     - Date     Condition        Report By
 GP0122  HISTORY     - 1962     MONUMENTED       CGS
 GP0122
 GP0122                          STATION DESCRIPTION
 GP0122
 GP0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0122'IN PAGE.
 GP0122'IN THE FACE OF THE GLEN CANYON DAM AT THE POWERPLANT, 106 FEET WEST OF
 GP0122'THE EAST CANYON WALL, 91.4 FEET NORTH OF THE EAST EDGE OF A LARGE
 GP0122'ENTRANCE TO THE POWERPLANT SERVICE BAY, AND SET VERTICALLY IN THE
 GP0122'SOUTH FACE OF THE ARCHWAY OF THE GLEN CANYON DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0328 ***********************************************************************
 ER0328  DESIGNATION -  Z 406
 ER0328  PID         -  ER0328
 ER0328  STATE/COUNTY-  AZ/NAVAJO
 ER0328  USGS QUAD   -  INDIAN PINE (1977)
 ER0328
 ER0328                         *CURRENT SURVEY CONTROL
 ER0328  ___________________________________________________________________
 ER0328* NAD 83(1986)-  34 03 26.     (N)    109 55 01.     (W)     SCALED    
 ER0328* NAVD 88     -      2167.956  (meters)    7112.70   (feet)  ADJUSTED  
 ER0328  ___________________________________________________________________
 ER0328  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ER0328  DYNAMIC HT  -        2164.643 (meters)    7101.83  (feet)  COMP
 ER0328  MODELED GRAV-     979,029.4   (mgal)                       NAVD 88
 ER0328
 ER0328  VERT ORDER  -  FIRST     CLASS II
 ER0328
 ER0328.The horizontal coordinates were scaled from a topographic map and have
 ER0328.an estimated accuracy of +/- 6 seconds.
 ER0328
 ER0328.The orthometric height was determined by differential leveling
 ER0328.and adjusted in June 1991.
 ER0328
 ER0328.The geoid height was determined by GEOID03.
 ER0328
 ER0328.The dynamic height is computed by dividing the NAVD 88
 ER0328.geopotential number by the normal gravity value computed on the
 ER0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0328.degrees latitude (g = 980.6199 gals.).
 ER0328
 ER0328.The modeled gravity was interpolated from observed gravity values.
 ER0328
 ER0328;                    North         East    Units  Estimated Accuracy
 ER0328;SPC AZ E     -   339,030.      236,410.      MT  (+/- 180 meters Scaled)
 ER0328
 ER0328                          SUPERSEDED SURVEY CONTROL
 ER0328
 ER0328.No superseded survey control is available for this station.
 ER0328
 ER0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC999690(NAD 83)
 ER0328_MARKER: DB = BENCH MARK DISK
 ER0328_SETTING: 66 = SET IN ROCK OUTCROP
 ER0328_SP_SET: ROCK OUTCROP
 ER0328_STAMPING: Z 406 1979
 ER0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0328+STABILITY: POSITION/ELEVATION WELL
 ER0328
 ER0328  HISTORY     - Date     Condition        Report By
 ER0328  HISTORY     - 1979     MONUMENTED       NGS
 ER0328
 ER0328                          STATION DESCRIPTION
 ER0328
 ER0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ER0328'4.9 MI SW FROM MCNARY.
 ER0328'0.05 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE IN MCNARY,
 ER0328'THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 260 AND THENCE 1.7 MILES
 ER0328'SOUTH ALONG STATE HIGHWAY 73, 0.05 MILE SOUTH OF HIGHWAY MILE
 ER0328'MARKER 356, 88.5 FEET NORTH OF THE WEST CENTER END OF A TWIN 30-INCH
 ER0328'CORUGATED STEEL PIPE CULVERT LEADING EAST UNDER THE HIGHWAY, 70.3
 ER0328'FEET WEST OF THE CENTER OF THE HIGHWAY AND 17.4 FEET EAST OF A
 ER0328'BARBED WIRE FENCE.
 ER0328'THE MARK IS 1.2 FT  NNW FROM A WITNESS POST.
 ER0328'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0374 ***********************************************************************
 ER0374  DESIGNATION -  Z 407
 ER0374  PID         -  ER0374
 ER0374  STATE/COUNTY-  AZ/APACHE
 ER0374  USGS QUAD   -  EAGAR (1984)
 ER0374
 ER0374                         *CURRENT SURVEY CONTROL
 ER0374  ___________________________________________________________________
 ER0374* NAD 83(1986)-  34 06 38.     (N)    109 17 25.     (W)     SCALED    
 ER0374* NAVD 88     -      2161.413  (meters)    7091.24   (feet)  ADJUSTED  
 ER0374  ___________________________________________________________________
 ER0374  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ER0374  DYNAMIC HT  -        2158.033 (meters)    7080.15  (feet)  COMP
 ER0374  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 ER0374
 ER0374  VERT ORDER  -  FIRST     CLASS II
 ER0374
 ER0374.The horizontal coordinates were scaled from a topographic map and have
 ER0374.an estimated accuracy of +/- 6 seconds.
 ER0374
 ER0374.The orthometric height was determined by differential leveling
 ER0374.and adjusted in June 1991.
 ER0374
 ER0374.The geoid height was determined by GEOID03.
 ER0374
 ER0374.The dynamic height is computed by dividing the NAVD 88
 ER0374.geopotential number by the normal gravity value computed on the
 ER0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0374.degrees latitude (g = 980.6199 gals.).
 ER0374
 ER0374.The modeled gravity was interpolated from observed gravity values.
 ER0374
 ER0374;                    North         East    Units  Estimated Accuracy
 ER0374;SPC AZ E     -   345,260.      294,210.      MT  (+/- 180 meters Scaled)
 ER0374
 ER0374                          SUPERSEDED SURVEY CONTROL
 ER0374
 ER0374.No superseded survey control is available for this station.
 ER0374
 ER0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC576757(NAD 83)
 ER0374_MARKER: I = METAL ROD
 ER0374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0374+WITH SETTING: INFORMATION.
 ER0374_SP_SET: SHALLOW SET METAL ROD
 ER0374_STAMPING: Z 407 1980
 ER0374_PROJECTION: FLUSH
 ER0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0374_ROD/PIPE-DEPTH: 2.1  meters
 ER0374
 ER0374  HISTORY     - Date     Condition        Report By
 ER0374  HISTORY     - 1980     MONUMENTED       NGS
 ER0374
 ER0374                          STATION DESCRIPTION
 ER0374
 ER0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0374'0.2 KM EAST FROM EAGAR.
 ER0374'0.2 KM (0.15 MI) SOUTH AND EAST ALONG U.S. HIGHWAY 180 B
 ER0374'FROM THE POST OFFICE IN EAGAR, 1.1 KM (0.7 MI) WEST OF MILE
 ER0374'POST 401, 66.4 METERS (218.0 FT) WEST OF THE CENTER OF A CROSS ROAD,
 ER0374'48.9 METERS (160.0 FT) WEST OF A FENCE CORNER, 39.5 METERS
 ER0374'(129.7 FT) EAST OF A FENCE CORNER, 14.7 METERS (48.2 FT) SOUTH OF
 ER0374'THE CENTERLINE OF THE HIGHWAY, 3.1 METERS (10.2 FT) WEST OF POWER
 ER0374'POLE NUMBER 4 WITH A GUY WIRE AND 0.9 METERS (3.0 FT) NORTH OF A FENCE
 ER0374'NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FT).ACCESS TO THE
 ER0374'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0374'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 ER0374'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0461 ***********************************************************************
 DT0461  DESIGNATION -  Z 408
 DT0461  PID         -  DT0461
 DT0461  STATE/COUNTY-  AZ/APACHE
 DT0461  USGS QUAD   -  NUTRIOSO (1991)
 DT0461
 DT0461                         *CURRENT SURVEY CONTROL
 DT0461  ___________________________________________________________________
 DT0461* NAD 83(1986)-  33 58 10.     (N)    109 12 12.     (W)     SCALED    
 DT0461* NAVD 88     -      2339.214  (meters)    7674.57   (feet)  ADJUSTED  
 DT0461  ___________________________________________________________________
 DT0461  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0461  DYNAMIC HT  -        2335.450 (meters)    7662.22  (feet)  COMP
 DT0461  MODELED GRAV-     978,942.7   (mgal)                       NAVD 88
 DT0461
 DT0461  VERT ORDER  -  FIRST     CLASS II
 DT0461
 DT0461.The horizontal coordinates were scaled from a topographic map and have
 DT0461.an estimated accuracy of +/- 6 seconds.
 DT0461
 DT0461.The orthometric height was determined by differential leveling
 DT0461.and adjusted in June 1991.
 DT0461
 DT0461.The geoid height was determined by GEOID03.
 DT0461
 DT0461.The dynamic height is computed by dividing the NAVD 88
 DT0461.geopotential number by the normal gravity value computed on the
 DT0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0461.degrees latitude (g = 980.6199 gals.).
 DT0461
 DT0461.The modeled gravity was interpolated from observed gravity values.
 DT0461
 DT0461;                    North         East    Units  Estimated Accuracy
 DT0461;SPC AZ E     -   329,680.      302,380.      MT  (+/- 180 meters Scaled)
 DT0461
 DT0461                          SUPERSEDED SURVEY CONTROL
 DT0461
 DT0461.No superseded survey control is available for this station.
 DT0461
 DT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC659602(NAD 83)
 DT0461_MARKER: I = METAL ROD
 DT0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0461_SP_SET: STAINLESS STEEL ROD
 DT0461_STAMPING: Z 408 1980
 DT0461_PROJECTION: FLUSH
 DT0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0461_ROD/PIPE-DEPTH: 7.6  meters
 DT0461
 DT0461  HISTORY     - Date     Condition        Report By
 DT0461  HISTORY     - 1980     MONUMENTED       NGS
 DT0461
 DT0461                          STATION DESCRIPTION
 DT0461
 DT0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0461'2.1 KM NW FROM NUTRIOSO.
 DT0461'2.1 KM (1.3 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0461'POST OFFICE IN NUTRIOSO, 0.7 KM (0.45 MI) NORTHWEST OF MILE
 DT0461'POST 416, 0.6 KM (0.35 MI) SOUTHEAST OF COUNTY ROAD 112,
 DT0461'14.8 METERS (48.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.9
 DT0461'METERS (32.5 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING
 DT0461'NORTHWEST, 8.0 METERS (26.2 FT) NORTH OF THE NORTH GATE POST AND 0.5
 DT0461'METERS (1.5 FT) EAST OF A FENCE.  ACCESS TO THE DATUM POINT
 DT0461'IS THROUGH A 5-INCH LOGO CAP.
 DT0461'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DT0461'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0368 ***********************************************************************
 ER0368  DESIGNATION -  Z 409
 ER0368  PID         -  ER0368
 ER0368  STATE/COUNTY-  AZ/APACHE
 ER0368  USGS QUAD   -  GREER (1969)
 ER0368
 ER0368                         *CURRENT SURVEY CONTROL
 ER0368  ___________________________________________________________________
 ER0368* NAD 83(1986)-  34 06 01.     (N)    109 23 04.     (W)     SCALED    
 ER0368* NAVD 88     -      2247.386  (meters)    7373.30   (feet)  ADJUSTED  
 ER0368  ___________________________________________________________________
 ER0368  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ER0368  DYNAMIC HT  -        2243.851 (meters)    7361.70  (feet)  COMP
 ER0368  MODELED GRAV-     978,982.1   (mgal)                       NAVD 88
 ER0368
 ER0368  VERT ORDER  -  FIRST     CLASS II
 ER0368
 ER0368.The horizontal coordinates were scaled from a topographic map and have
 ER0368.an estimated accuracy of +/- 6 seconds.
 ER0368
 ER0368.The orthometric height was determined by differential leveling
 ER0368.and adjusted in June 1991.
 ER0368
 ER0368.The geoid height was determined by GEOID03.
 ER0368
 ER0368.The dynamic height is computed by dividing the NAVD 88
 ER0368.geopotential number by the normal gravity value computed on the
 ER0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0368.degrees latitude (g = 980.6199 gals.).
 ER0368
 ER0368.The modeled gravity was interpolated from observed gravity values.
 ER0368
 ER0368;                    North         East    Units  Estimated Accuracy
 ER0368;SPC AZ E     -   344,050.      285,530.      MT  (+/- 180 meters Scaled)
 ER0368
 ER0368                          SUPERSEDED SURVEY CONTROL
 ER0368
 ER0368.No superseded survey control is available for this station.
 ER0368
 ER0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC490744(NAD 83)
 ER0368_MARKER: I = METAL ROD
 ER0368_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ER0368+WITH SETTING: INFORMATION.
 ER0368_SP_SET: SHALLOW SET METAL ROD
 ER0368_STAMPING: Z 409 1980
 ER0368_PROJECTION: FLUSH
 ER0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0368_ROD/PIPE-DEPTH: 1.5  meters
 ER0368
 ER0368  HISTORY     - Date     Condition        Report By
 ER0368  HISTORY     - 1980     MONUMENTED       NGS
 ER0368  HISTORY     - 20050729 GOOD             USPSQD
 ER0368
 ER0368                          STATION DESCRIPTION
 ER0368
 ER0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 ER0368'9.0 KM WEST FROM EAGAR.
 ER0368'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 180 B FROM THE POST
 ER0368'OFFICE IN EAGAR, THENCE 8.8 KM (5.5 MI) WEST ALONG STATE
 ER0368'HIGHWAY 260, 1.0 KM (0.65 MI) EAST OF MILE POST 390, 12.9
 ER0368'METERS (42.3 FT) EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 ER0368'124, 30.3 METERS (99.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 ER0368'HIGHWAY, 10.5 METERS (34.3 FT) EAST-SOUTHEAST OF THE NORTHEAST END
 ER0368'OF A CATTLE GUARD, 5.8 METERS (19.0 FT) EAST-SOUTHEAST OF THE EAST
 ER0368'GATE POST AND 0.3 METERS (1.0 FT) NORTH-NORTHEAST OF A FENCE, NOTE=
 ER0368'REFUSAL WAS REACHED AT 1.5 METERS (5.0 FT).  ACCESS TO THE DATUM
 ER0368'POINT IS THROUGH A 5-INCH LOGO CAP.
 ER0368'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 ER0368'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 ER0368
 ER0368                          STATION RECOVERY (2005)
 ER0368
 ER0368'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 ER0368'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1040 ***********************************************************************
 DV1040  DESIGNATION -  Z 413 50 B
 DV1040  PID         -  DV1040
 DV1040  STATE/COUNTY-  AZ/MARICOPA
 DV1040  USGS QUAD   -  BIG HORN PEAK (1990)
 DV1040
 DV1040                         *CURRENT SURVEY CONTROL
 DV1040  ___________________________________________________________________
 DV1040* NAD 83(1986)-  33 32 16.     (N)    113 09 05.     (W)     SCALED    
 DV1040* NAVD 88     -       372.51   (+/-2cm)    1222.1    (feet)  VERTCON   
 DV1040  ___________________________________________________________________
 DV1040  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DV1040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV1040
 DV1040.The horizontal coordinates were scaled from a topographic map and have
 DV1040.an estimated accuracy of +/- 6 seconds.
 DV1040
 DV1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1040.The vertical order pertains to the NGVD 29 superseded value.
 DV1040
 DV1040.The geoid height was determined by GEOID03.
 DV1040
 DV1040;                    North         East    Units  Estimated Accuracy
 DV1040;SPC AZ C     -   282,070.       98,680.      MT  (+/- 180 meters Scaled)
 DV1040
 DV1040                          SUPERSEDED SURVEY CONTROL
 DV1040
 DV1040  NGVD 29 (??/??/92)  371.930  (m)         1220.24   (f) ADJ UNCH    2 0
 DV1040
 DV1040.Superseded values are not recommended for survey control.
 DV1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1040.See file dsdata.txt to determine how the superseded data were derived.
 DV1040
 DV1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC002129(NAD 83)
 DV1040_MARKER: DB = BENCH MARK DISK
 DV1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1040_STAMPING: Z 413 50 B 1962
 DV1040_MARK LOGO: CGS   
 DV1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1040+STABILITY: SURFACE MOTION
 DV1040
 DV1040  HISTORY     - Date     Condition        Report By
 DV1040  HISTORY     - 1962     MONUMENTED       CGS
 DV1040  HISTORY     - 1981     POOR             NGS
 DV1040
 DV1040                          STATION DESCRIPTION
 DV1040
 DV1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV1040'14.10 MI NW FROM TONOPAH.
 DV1040'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV1040'THENCE 6.2 MILES NORTHWEST ALONG THE SALOME-HASSYAMPA ROAD, THENCE 0.7
 DV1040'MILE EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE
 DV1040'MEDIAN STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.7 FEET NORTHWEST OF
 DV1040'A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 DV1040'INCHES.
 DV1040
 DV1040                          STATION RECOVERY (1981)
 DV1040
 DV1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1040'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1039 ***********************************************************************
 DU1039  DESIGNATION -  Z 414
 DU1039  PID         -  DU1039
 DU1039  STATE/COUNTY-  AZ/PINAL
 DU1039  USGS QUAD   -  GILA BUTTE SE (1981)
 DU1039
 DU1039                         *CURRENT SURVEY CONTROL
 DU1039  ___________________________________________________________________
 DU1039* NAD 83(1986)-  33 00 15.     (N)    111 45 13.     (W)     SCALED    
 DU1039* NAVD 88     -       471.17   (+/-2cm)    1545.8    (feet)  VERTCON   
 DU1039  ___________________________________________________________________
 DU1039  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DU1039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU1039
 DU1039.The horizontal coordinates were scaled from a topographic map and have
 DU1039.an estimated accuracy of +/- 6 seconds.
 DU1039
 DU1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU1039.The vertical order pertains to the NGVD 29 superseded value.
 DU1039
 DU1039.The geoid height was determined by GEOID03.
 DU1039
 DU1039;                    North         East    Units  Estimated Accuracy
 DU1039;SPC AZ C     -   222,230.      228,600.      MT  (+/- 180 meters Scaled)
 DU1039
 DU1039                          SUPERSEDED SURVEY CONTROL
 DU1039
 DU1039  NGVD 29 (??/??/92)  470.645  (m)         1544.11   (f) ADJ UNCH    2 0
 DU1039
 DU1039.Superseded values are not recommended for survey control.
 DU1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU1039.See file dsdata.txt to determine how the superseded data were derived.
 DU1039
 DU1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB296520(NAD 83)
 DU1039_MARKER: DB = BENCH MARK DISK
 DU1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU1039_STAMPING: Z 414 1962
 DU1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU1039+STABILITY: SURFACE MOTION
 DU1039
 DU1039  HISTORY     - Date     Condition        Report By
 DU1039  HISTORY     - 1962     MONUMENTED       CGS
 DU1039  HISTORY     - 20070311 MARK NOT FOUND   GEOCAC
 DU1039
 DU1039                          STATION DESCRIPTION
 DU1039
 DU1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DU1039'9.0 MI NE FROM CASA GRANDE.
 DU1039'8.2 MILES NORTH ALONG STATE 93 FROM THE POST OFFICE AT CASA GRANDE TO
 DU1039'THE JUNCTION OF STATE 93 AND STATE 187, THENCE 0.65 MILES NORTHEAST
 DU1039'ALONG STATE 187 TO A CLEARED LINE, THENCE 0.15 MILES NORTHWEST TO THE
 DU1039'MARK, 3.8 FT. SOUTHWEST OF A STEEL WITNESS POST, A STANDARD DISK SET
 DU1039'IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THE MARK MAY
 DU1039'ALSO BE REACHED BY GOING SOUTHWEST ALONG THE CASA GRANDE HIGHWAY FOR
 DU1039'3.55 MILES FROM THE AMERICAN LEGION MONUMENT AT SACATON, THENCE
 DU1039'SOUTHWEST ALONG STATE 187 FROM 3.10 MILES TO THE CLEARED ROAD RIGHT,
 DU1039'TURN RIGHT FOR 0.15 MILES TO THE MARK.
 DU1039
 DU1039                          STATION RECOVERY (2007)
 DU1039
 DU1039'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU1039'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0876 ***********************************************************************
 DV0876  DESIGNATION -  Z 415 74
 DV0876  PID         -  DV0876
 DV0876  STATE/COUNTY-  AZ/MARICOPA
 DV0876  USGS QUAD   -  BUCKEYE NW (1982)
 DV0876
 DV0876                         *CURRENT SURVEY CONTROL
 DV0876  ___________________________________________________________________
 DV0876* NAD 83(1986)-  33 27 24.     (N)    112 45 02.     (W)     SCALED    
 DV0876* NAVD 88     -       328.47   (+/-2cm)    1077.7    (feet)  VERTCON   
 DV0876  ___________________________________________________________________
 DV0876  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV0876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0876
 DV0876.The horizontal coordinates were scaled from a topographic map and have
 DV0876.an estimated accuracy of +/- 6 seconds.
 DV0876
 DV0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0876.The vertical order pertains to the NGVD 29 superseded value.
 DV0876
 DV0876.The geoid height was determined by GEOID03.
 DV0876
 DV0876;                    North         East    Units  Estimated Accuracy
 DV0876;SPC AZ C     -   272,710.      135,840.      MT  (+/- 180 meters Scaled)
 DV0876
 DV0876                          SUPERSEDED SURVEY CONTROL
 DV0876
 DV0876  NGVD 29 (??/??/92)  327.835  (m)         1075.57   (f) ADJ UNCH    2 0
 DV0876
 DV0876.Superseded values are not recommended for survey control.
 DV0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0876.See file dsdata.txt to determine how the superseded data were derived.
 DV0876
 DV0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC373032(NAD 83)
 DV0876_MARKER: DB = BENCH MARK DISK
 DV0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0876_STAMPING: Z 415 74 1962
 DV0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0876+STABILITY: SURFACE MOTION
 DV0876
 DV0876  HISTORY     - Date     Condition        Report By
 DV0876  HISTORY     - 1962     MONUMENTED       CGS
 DV0876  HISTORY     - 1974     GOOD             NGS
 DV0876
 DV0876                          STATION DESCRIPTION
 DV0876
 DV0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DV0876'12.65 MI SE FROM TONOPAH.
 DV0876'8.75 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT TONOPAH,
 DV0876'THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.85 MILES
 DV0876'EAST-SOUTHEAST ALONG A BLADED TRACK WHICH IS THE CENTER OF THE MEDIAN
 DV0876'STRIP OF PROPOSED INTERSTATE HIGHWAY 10, 1.6 FOOT NORTHWEST OF A METAL
 DV0876'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DV0876
 DV0876                          STATION RECOVERY (1974)
 DV0876
 DV0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DV0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0877 ***********************************************************************
 DV0877  DESIGNATION -  Z 415 74 RESET
 DV0877  PID         -  DV0877
 DV0877  STATE/COUNTY-  AZ/MARICOPA
 DV0877  USGS QUAD   -  BUCKEYE NW (1982)
 DV0877
 DV0877                         *CURRENT SURVEY CONTROL
 DV0877  ___________________________________________________________________
 DV0877* NAD 83(1986)-  33 27 24.     (N)    112 45 02.     (W)     SCALED    
 DV0877* NAVD 88     -       328.01   (+/-2cm)    1076.1    (feet)  VERTCON   
 DV0877  ___________________________________________________________________
 DV0877  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DV0877  VERT ORDER  -  THIRD (See Below)
 DV0877
 DV0877.The horizontal coordinates were scaled from a topographic map and have
 DV0877.an estimated accuracy of +/- 6 seconds.
 DV0877
 DV0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0877.The vertical order pertains to the NGVD 29 superseded value.
 DV0877
 DV0877.The geoid height was determined by GEOID03.
 DV0877
 DV0877;                    North         East    Units  Estimated Accuracy
 DV0877;SPC AZ C     -   272,710.      135,840.      MT  (+/- 180 meters Scaled)
 DV0877
 DV0877                          SUPERSEDED SURVEY CONTROL
 DV0877
 DV0877  NGVD 29 (03/28/06)  327.38   (m)         1074.1    (f) RESET       3  
 DV0877
 DV0877.Superseded values are not recommended for survey control.
 DV0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0877.See file dsdata.txt to determine how the superseded data were derived.
 DV0877
 DV0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC373032(NAD 83)
 DV0877_MARKER: DB = BENCH MARK DISK
 DV0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DV0877_SP_SET: MONUMENT
 DV0877_STAMPING: Z 415 RESET
 DV0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV0877
 DV0877  HISTORY     - Date     Condition        Report By
 DV0877  HISTORY     - 1974     MONUMENTED       NGS
 DV0877
 DV0877                          STATION DESCRIPTION
 DV0877
 DV0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DV0877'17.25 MI SE FROM TONOPAH.
 DV0877'13.15 MILES EAST ALONG INDIAN SCHOOL ROAD FROM THE INTERSTATE HIGHWAY
 DV0877'10 OVERPASS AT TONOPAH, THENCE 1.95 MILES SOUTH ALONG JOHNSON ROAD TO
 DV0877'I-10 WHICH IS UNDER CONSTRUCTION, THENCE 2.15 MILES WEST ALONG THE
 DV0877'SOUTH RIGHT OF WAY FENCE LINE.  A 12 INCH CONCRETE MONUMENT WHICH
 DV0877'PROJECTS 2 INCHES, SET UNDER THE FENCE LINE AT WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0608 ***********************************************************************
 CY0608  DESIGNATION -  Z 418
 CY0608  PID         -  CY0608
 CY0608  STATE/COUNTY-  AZ/COCHISE
 CY0608  USGS QUAD   -  RED BIRD HILLS (1985)
 CY0608
 CY0608                         *CURRENT SURVEY CONTROL
 CY0608  ___________________________________________________________________
 CY0608* NAD 83(1986)-  32 09 32.     (N)    109 53 42.     (W)     SCALED    
 CY0608* NAVD 88     -      1261.290  (meters)    4138.08   (feet)  ADJUSTED  
 CY0608  ___________________________________________________________________
 CY0608  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CY0608  DYNAMIC HT  -        1259.382 (meters)    4131.82  (feet)  COMP
 CY0608  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 CY0608
 CY0608  VERT ORDER  -  FIRST     CLASS II
 CY0608
 CY0608.The horizontal coordinates were scaled from a topographic map and have
 CY0608.an estimated accuracy of +/- 6 seconds.
 CY0608
 CY0608.The orthometric height was determined by differential leveling
 CY0608.and adjusted in June 1991.
 CY0608
 CY0608.The geoid height was determined by GEOID03.
 CY0608
 CY0608.The dynamic height is computed by dividing the NAVD 88
 CY0608.geopotential number by the normal gravity value computed on the
 CY0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0608.degrees latitude (g = 980.6199 gals.).
 CY0608
 CY0608.The modeled gravity was interpolated from observed gravity values.
 CY0608
 CY0608;                    North         East    Units  Estimated Accuracy
 CY0608;SPC AZ E     -   128,520.      238,980.      MT  (+/- 180 meters Scaled)
 CY0608
 CY0608                          SUPERSEDED SURVEY CONTROL
 CY0608
 CY0608.No superseded survey control is available for this station.
 CY0608
 CY0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA041585(NAD 83)
 CY0608_MARKER: DB = BENCH MARK DISK
 CY0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0608_SP_SET: STAINLESS STEEL ROD
 CY0608_STAMPING: Z 418 1979
 CY0608_PROJECTION: FLUSH
 CY0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0608_ROD/PIPE-DEPTH: 10   meters
 CY0608
 CY0608  HISTORY     - Date     Condition        Report By
 CY0608  HISTORY     - 1979     MONUMENTED       NGS
 CY0608
 CY0608                          STATION DESCRIPTION
 CY0608
 CY0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0608'11.8 KM SW FROM WILLCOX.
 CY0608'11.8 KILOMETERS (7.35 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0608'RAILROAD FROM THE STATION AT WILLCOX, 0.6 KILOMETER (0.35 MILE)
 CY0608'NORTHEAST OF MILE POST 1067, MIDWAY BETWEEN A 2-POLE TELEPHONE
 CY0608'STRUCTURE AND IN LINE WITH A ROW OF POLES, 62.5 METERS (205 FEET)
 CY0608'NORTHWEST OF THE NORTHWEST RAIL, 13.7 METERS (45 FEET) NORTHWEST OF
 CY0608'THE CENTERLINE OF A GRAVEL ROAD AND 1.1 METERS (3.6 FEET) SOUTHEAST
 CY0608'OF TELEPHONE POLE 8305R.
 CY0608'THE MARK IS 3 METERS  NE FROM A WITNESS POST.
 CY0608'THE MARK IS 1 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0874 ***********************************************************************
 CG0874  DESIGNATION -  Z 419
 CG0874  PID         -  CG0874
 CG0874  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0874  USGS QUAD   -  TUBAC (1981)
 CG0874
 CG0874                         *CURRENT SURVEY CONTROL
 CG0874  ___________________________________________________________________
 CG0874* NAD 83(1986)-  31 36 16.     (N)    111 03 00.     (W)     SCALED    
 CG0874* NAVD 88     -       984.220  (meters)    3229.06   (feet)  ADJUSTED  
 CG0874  ___________________________________________________________________
 CG0874  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0874  DYNAMIC HT  -         982.740 (meters)    3224.21  (feet)  COMP
 CG0874  MODELED GRAV-     979,103.2   (mgal)                       NAVD 88
 CG0874
 CG0874  VERT ORDER  -  FIRST     CLASS II
 CG0874
 CG0874.The horizontal coordinates were scaled from a topographic map and have
 CG0874.an estimated accuracy of +/- 6 seconds.
 CG0874
 CG0874.The orthometric height was determined by differential leveling
 CG0874.and adjusted in June 1991.
 CG0874
 CG0874.The geoid height was determined by GEOID03.
 CG0874
 CG0874.The dynamic height is computed by dividing the NAVD 88
 CG0874.geopotential number by the normal gravity value computed on the
 CG0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0874.degrees latitude (g = 980.6199 gals.).
 CG0874
 CG0874.The modeled gravity was interpolated from observed gravity values.
 CG0874
 CG0874;                    North         East    Units  Estimated Accuracy
 CG0874;SPC AZ C     -    67,340.      295,600.      MT  (+/- 180 meters Scaled)
 CG0874
 CG0874                          SUPERSEDED SURVEY CONTROL
 CG0874
 CG0874.No superseded survey control is available for this station.
 CG0874
 CG0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVV952965(NAD 83)
 CG0874_MARKER: DB = BENCH MARK DISK
 CG0874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CG0874_SP_SET: STAINLESS STEEL ROD
 CG0874_STAMPING: Z 419 1980
 CG0874_PROJECTION: FLUSH
 CG0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CG0874_ROD/PIPE-DEPTH: 5.2  meters
 CG0874
 CG0874  HISTORY     - Date     Condition        Report By
 CG0874  HISTORY     - 1980     MONUMENTED       NGS
 CG0874
 CG0874                          STATION DESCRIPTION
 CG0874
 CG0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0874'4.0 KM NORTH FROM TUMACACORI.
 CG0874'4.0 KILOMETERS (2.5 MILES) NORTH ALONG INTERSTATE HIGHWAY 19 EAST
 CG0874'FRONTAGE ROAD (FORMER U. S. HIGHWAY 89) FROM THE OLD MISSION AT
 CG0874'TUMACACORI, AT THE JUNCTION OF A PRIVATE GRAVEL ROAD LEADING EAST,
 CG0874'20.8 METERS (68 FEET) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 CG0874'ROAD, 7.8 METERS (25.5 FEET) NORTHEAST OF THE NORTHEAST END OF A
 CG0874'CATTLE GUARD, 4.3 METERS (14 FEET) SOUTHWEST OF A BRACED ANGLE IRON
 CG0874'FENCE POST AND 0.4 METER (1.5 FEET) NORTHWEST OF A FENCE.
 CG0874'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CG0874'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0266 ***********************************************************************
 ER0266  DESIGNATION -  Z 42
 ER0266  PID         -  ER0266
 ER0266  STATE/COUNTY-  AZ/NAVAJO
 ER0266  USGS QUAD   -  INDIAN PINE (1977)
 ER0266
 ER0266                         *CURRENT SURVEY CONTROL
 ER0266  ___________________________________________________________________
 ER0266* NAD 83(1986)-  34 00 28.     (N)    109 54 07.     (W)     SCALED    
 ER0266* NAVD 88     -      1926.928  (meters)    6321.93   (feet)  ADJUSTED  
 ER0266  ___________________________________________________________________
 ER0266  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ER0266  DYNAMIC HT  -        1924.004 (meters)    6312.34  (feet)  COMP
 ER0266  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 ER0266
 ER0266  VERT ORDER  -  FIRST     CLASS II
 ER0266
 ER0266.The horizontal coordinates were scaled from a topographic map and have
 ER0266.an estimated accuracy of +/- 6 seconds.
 ER0266
 ER0266.The orthometric height was determined by differential leveling
 ER0266.and adjusted in June 1991.
 ER0266
 ER0266.The geoid height was determined by GEOID03.
 ER0266
 ER0266.The dynamic height is computed by dividing the NAVD 88
 ER0266.geopotential number by the normal gravity value computed on the
 ER0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0266.degrees latitude (g = 980.6199 gals.).
 ER0266
 ER0266.The modeled gravity was interpolated from observed gravity values.
 ER0266
 ER0266;                    North         East    Units  Estimated Accuracy
 ER0266;SPC AZ E     -   333,550.      237,810.      MT  (+/- 180 meters Scaled)
 ER0266
 ER0266                          SUPERSEDED SURVEY CONTROL
 ER0266
 ER0266  NGVD 29 (??/??/92) 1926.054  (m)         6319.06   (f) ADJ UNCH    1 2
 ER0266
 ER0266.Superseded values are not recommended for survey control.
 ER0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0266.See file dsdata.txt to determine how the superseded data were derived.
 ER0266
 ER0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC013635(NAD 83)
 ER0266_MARKER: DB = BENCH MARK DISK
 ER0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0266_STAMPING: Z 42 1934
 ER0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0266+STABILITY: SURFACE MOTION
 ER0266
 ER0266  HISTORY     - Date     Condition        Report By
 ER0266  HISTORY     - 1934     MONUMENTED       CGS
 ER0266  HISTORY     - 1976     MARK NOT FOUND   USGS
 ER0266  HISTORY     - 1979     MARK NOT FOUND   NGS
 ER0266
 ER0266                          STATION DESCRIPTION
 ER0266
 ER0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0266'8.7 MI SW FROM MCNARY.
 ER0266'IN NAVAJO COUNTY, 8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 ER0266'MCNARY, APACHE COUNTY, 5.6 MILES SOUTH OF THE JUNCTION WITH STATE
 ER0266'HIGHWAY 173, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET
 ER0266'SOUTH OF A LARGE YELLOW PINE TREE, AND IN LINE WITH A ROW OF POLES. A
 ER0266'STANDARD DISK, STAMPED Z 42 1934 AND SET IN THE TOP OF A CONCRETE
 ER0266'POST.
 ER0266
 ER0266                          STATION RECOVERY (1976)
 ER0266
 ER0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ER0266'MARK NOT FOUND.
 ER0266
 ER0266                          STATION RECOVERY (1979)
 ER0266
 ER0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ER0266'NOTE=HIGHWAY AT DESCRIBED LOCATION HAS BEEN RAISED AND WIDENED, OLD
 ER0266'POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0221 ***********************************************************************
 CF0221  DESIGNATION -  Z 420
 CF0221  PID         -  CF0221
 CF0221  STATE/COUNTY-  AZ/COCHISE
 CF0221  USGS QUAD   -  SQUARETOP HILLS WEST (1986)
 CF0221
 CF0221                         *CURRENT SURVEY CONTROL
 CF0221  ___________________________________________________________________
 CF0221* NAD 83(1986)-  31 45 06.     (N)    109 41 18.     (W)     SCALED    
 CF0221* NAVD 88     -      1285.446  (meters)    4217.33   (feet)  ADJUSTED  
 CF0221  ___________________________________________________________________
 CF0221  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CF0221  DYNAMIC HT  -        1283.441 (meters)    4210.76  (feet)  COMP
 CF0221  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 CF0221
 CF0221  VERT ORDER  -  FIRST     CLASS II
 CF0221
 CF0221.The horizontal coordinates were scaled from a topographic map and have
 CF0221.an estimated accuracy of +/- 6 seconds.
 CF0221
 CF0221.The orthometric height was determined by differential leveling
 CF0221.and adjusted in June 1991.
 CF0221
 CF0221.The geoid height was determined by GEOID03.
 CF0221
 CF0221.The dynamic height is computed by dividing the NAVD 88
 CF0221.geopotential number by the normal gravity value computed on the
 CF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CF0221.degrees latitude (g = 980.6199 gals.).
 CF0221
 CF0221.The modeled gravity was interpolated from observed gravity values.
 CF0221
 CF0221;                    North         East    Units  Estimated Accuracy
 CF0221;SPC AZ E     -    83,430.      258,680.      MT  (+/- 180 meters Scaled)
 CF0221
 CF0221                          SUPERSEDED SURVEY CONTROL
 CF0221
 CF0221.No superseded survey control is available for this station.
 CF0221
 CF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA242136(NAD 83)
 CF0221_MARKER: DB = BENCH MARK DISK
 CF0221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CF0221_SP_SET: STAINLESS STEEL ROD
 CF0221_STAMPING: Z 420 1980
 CF0221_PROJECTION: FLUSH
 CF0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0221_ROD/PIPE-DEPTH: 1.5  meters
 CF0221
 CF0221  HISTORY     - Date     Condition        Report By
 CF0221  HISTORY     - 1980     MONUMENTED       NGS
 CF0221
 CF0221                          STATION DESCRIPTION
 CF0221
 CF0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CF0221'7.6 KM NORTH FROM ELFRIDA.
 CF0221'7.6 KILOMETERS (4.7 MILES) NORTH ALONG U.S. HIGHWAY 666 FROM
 CF0221'THE POST OFFICE IN ELFRIDA, AT A T-JUNCTION IN THE RIGHT-OF-
 CF0221'WAY FENCELINE, 15.0 METERS (49.1 FEET) EAST OF THE CENTERLINE
 CF0221'OF THE HIGHWAY, 19.5 METERS (63.9 FEET) NORTHEAST OF MILEPOST
 CF0221'29, 0.3 METER (1 FOOT) WEST OF THE RIGHT-OF-WAY FENCE.
 CF0221'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CF0221'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1516 ***********************************************************************
 CZ1516  DESIGNATION -  Z 421
 CZ1516  PID         -  CZ1516
 CZ1516  STATE/COUNTY-  AZ/PINAL
 CZ1516  USGS QUAD   -  STANFIELD (1992)
 CZ1516
 CZ1516                         *CURRENT SURVEY CONTROL
 CZ1516  ___________________________________________________________________
 CZ1516* NAD 83(1986)-  32 58 57.     (N)    111 55 45.     (W)     SCALED    
 CZ1516* NAVD 88     -       385.244  (meters)    1263.92   (feet)  ADJUSTED  
 CZ1516  ___________________________________________________________________
 CZ1516  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ1516  DYNAMIC HT  -         384.778 (meters)    1262.39  (feet)  COMP
 CZ1516  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 CZ1516  OBS GRAVITY -     979,417.9   (mgal)                       GRAV_OBS
 CZ1516
 CZ1516  VERT ORDER  -  FIRST     CLASS II
 CZ1516
 CZ1516.The horizontal coordinates were scaled from a topographic map and have
 CZ1516.an estimated accuracy of +/- 6 seconds.
 CZ1516
 CZ1516.The orthometric height was determined by differential leveling
 CZ1516.and adjusted in June 1991.
 CZ1516
 CZ1516.The geoid height was determined by GEOID03.
 CZ1516
 CZ1516.The dynamic height is computed by dividing the NAVD 88
 CZ1516.geopotential number by the normal gravity value computed on the
 CZ1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1516.degrees latitude (g = 980.6199 gals.).
 CZ1516
 CZ1516.The modeled gravity was interpolated from observed gravity values.
 CZ1516.The observed gravity was obtained from relative gravimeter ties
 CZ1516.to the IGSN71 gravity network.
 CZ1516
 CZ1516;                    North         East    Units  Estimated Accuracy
 CZ1516;SPC AZ C     -   219,810.      212,190.      MT  (+/- 180 meters Scaled)
 CZ1516
 CZ1516                          SUPERSEDED SURVEY CONTROL
 CZ1516
 CZ1516.No superseded survey control is available for this station.
 CZ1516
 CZ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB131497(NAD 83)
 CZ1516_MARKER: I = METAL ROD
 CZ1516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1516_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1516_STAMPING: Z 421 1980
 CZ1516_PROJECTION: FLUSH
 CZ1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1516+STABILITY: POSITION/ELEVATION WELL
 CZ1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1516+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 CZ1516_ROD/PIPE-DEPTH: 12.2 meters
 CZ1516_SLEEVE-DEPTH  : 8.5 meters
 CZ1516
 CZ1516  HISTORY     - Date     Condition        Report By
 CZ1516  HISTORY     - 1980     MONUMENTED       NGS
 CZ1516  HISTORY     - 20060807 GOOD             GEOCAC
 CZ1516
 CZ1516                          STATION DESCRIPTION
 CZ1516
 CZ1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1516'13.8 KM SE FROM MARICOPA.
 CZ1516'13.8 KILOMETERS (8.6 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CZ1516'RAILROAD FROM THE RAILROAD CROSSING IN MARICOPA, AT THE JUNCTION OF
 CZ1516'THE RAILROAD TRACKS AND ANDERSON ROAD, 49.7 METERS (163 FEET) EAST
 CZ1516'OF BENCH MARK 1267.34 AHD, 20.6 METERS (67 FEET) SOUTHWEST OF THE
 CZ1516'SOUTHWEST RAIL, 53.6 METERS (176 FEET) SOUTHEAST OF THE CENTERLINE
 CZ1516'OF ANDERSON ROAD, 29.8 METERS (98 FEET) SOUTHEAST OF A TELEGRAPH POLE,
 CZ1516'22.7 METERS (74 FEET) NORTHWEST OF A TELEGRAPH POLE, 17.4 METERS
 CZ1516'(57 FEET) NORTHEAST OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE
 CZ1516'TRACKS AND 0.3 METER (1 FOOT) SOUTHWEST OF THE LINE OF TELEGRAPH
 CZ1516'POLES.
 CZ1516'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CZ1516'THE MARK IS 0.9 M BELOW TRACKS.
 CZ1516
 CZ1516                          STATION RECOVERY (2006)
 CZ1516
 CZ1516'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1429 ***********************************************************************
 CZ1429  DESIGNATION -  Z 423
 CZ1429  PID         -  CZ1429
 CZ1429  STATE/COUNTY-  AZ/PIMA
 CZ1429  USGS QUAD   -  MARANA (1992)
 CZ1429
 CZ1429                         *CURRENT SURVEY CONTROL
 CZ1429  ___________________________________________________________________
 CZ1429* NAD 83(1986)-  32 24 04.     (N)    111 07 50.     (W)     SCALED    
 CZ1429* NAVD 88     -       634.777  (meters)    2082.60   (feet)  ADJUSTED  
 CZ1429  ___________________________________________________________________
 CZ1429  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CZ1429  DYNAMIC HT  -         633.933 (meters)    2079.83  (feet)  COMP
 CZ1429  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 CZ1429
 CZ1429  VERT ORDER  -  FIRST     CLASS II
 CZ1429
 CZ1429.The horizontal coordinates were scaled from a topographic map and have
 CZ1429.an estimated accuracy of +/- 6 seconds.
 CZ1429
 CZ1429.The orthometric height was determined by differential leveling
 CZ1429.and adjusted in June 1991.
 CZ1429
 CZ1429.The geoid height was determined by GEOID03.
 CZ1429
 CZ1429.The dynamic height is computed by dividing the NAVD 88
 CZ1429.geopotential number by the normal gravity value computed on the
 CZ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1429.degrees latitude (g = 980.6199 gals.).
 CZ1429
 CZ1429.The modeled gravity was interpolated from observed gravity values.
 CZ1429
 CZ1429;                    North         East    Units  Estimated Accuracy
 CZ1429;SPC AZ C     -   155,610.      287,310.      MT  (+/- 180 meters Scaled)
 CZ1429
 CZ1429                          SUPERSEDED SURVEY CONTROL
 CZ1429
 CZ1429.No superseded survey control is available for this station.
 CZ1429
 CZ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA877849(NAD 83)
 CZ1429_MARKER: DB = BENCH MARK DISK
 CZ1429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CZ1429_SP_SET: OVERPASS PIER
 CZ1429_STAMPING: Z 423 1980
 CZ1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CZ1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CZ1429+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1429
 CZ1429  HISTORY     - Date     Condition        Report By
 CZ1429  HISTORY     - 1980     MONUMENTED       NGS
 CZ1429  HISTORY     - 19960204 MARK NOT FOUND   USPSQD
 CZ1429  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1429
 CZ1429                          STATION DESCRIPTION
 CZ1429
 CZ1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1429'25.3 KM NW FROM TUCSON.
 CZ1429'25.3 KILOMETERS (15.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1429'RAILROAD FROM THE STATION AT TUCSON, AT THE AVRA VALLEY ROAD UNDERPASS
 CZ1429'UNDER THE INTERSTATE HIGHWAY 10 WESTBOUND TRAFFIC LANES, SET
 CZ1429'VERTICALLY IN THE NORTHEAST FACE OF THE NORTHEAST PIER OF THE
 CZ1429'NORTHWEST ROW OF PIERS, 1.5 METERS (5.0 FEET) ABOVE THE GROUND.
 CZ1429'THE MARK IS 1.2 M ABOVE THE ROAD.
 CZ1429
 CZ1429                          STATION RECOVERY (1996)
 CZ1429
 CZ1429'RECOVERY NOTE BY US POWER SQUADRON 1996
 CZ1429'MARK NOT FOUND.
 CZ1429
 CZ1429                          STATION RECOVERY (2006)
 CZ1429
 CZ1429'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1419 ***********************************************************************
 CZ1419  DESIGNATION -  Z 424
 CZ1419  PID         -  CZ1419
 CZ1419  STATE/COUNTY-  AZ/PIMA
 CZ1419  USGS QUAD   -  JAYNES (1992)
 CZ1419
 CZ1419                         *CURRENT SURVEY CONTROL
 CZ1419  ___________________________________________________________________
 CZ1419* NAD 83(1986)-  32 18 14.     (N)    111 02 12.     (W)     SCALED    
 CZ1419* NAVD 88     -       681.661  (meters)    2236.42   (feet)  ADJUSTED  
 CZ1419  ___________________________________________________________________
 CZ1419  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CZ1419  DYNAMIC HT  -         680.736 (meters)    2233.38  (feet)  COMP
 CZ1419  MODELED GRAV-     979,259.2   (mgal)                       NAVD 88
 CZ1419
 CZ1419  VERT ORDER  -  FIRST     CLASS II
 CZ1419
 CZ1419.The horizontal coordinates were scaled from a topographic map and have
 CZ1419.an estimated accuracy of +/- 6 seconds.
 CZ1419
 CZ1419.The orthometric height was determined by differential leveling
 CZ1419.and adjusted in June 1991.
 CZ1419
 CZ1419.The geoid height was determined by GEOID03.
 CZ1419
 CZ1419.The dynamic height is computed by dividing the NAVD 88
 CZ1419.geopotential number by the normal gravity value computed on the
 CZ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1419.degrees latitude (g = 980.6199 gals.).
 CZ1419
 CZ1419.The modeled gravity was interpolated from observed gravity values.
 CZ1419
 CZ1419;                    North         East    Units  Estimated Accuracy
 CZ1419;SPC AZ C     -   144,900.      296,230.      MT  (+/- 180 meters Scaled)
 CZ1419
 CZ1419                          SUPERSEDED SURVEY CONTROL
 CZ1419
 CZ1419.No superseded survey control is available for this station.
 CZ1419
 CZ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA965741(NAD 83)
 CZ1419_MARKER: I = METAL ROD
 CZ1419_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CZ1419_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CZ1419_STAMPING: Z 424 1980
 CZ1419_PROJECTION: FLUSH
 CZ1419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CZ1419+STABILITY: POSITION/ELEVATION WELL
 CZ1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1419+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 CZ1419_ROD/PIPE-DEPTH: 13.1 meters
 CZ1419_SLEEVE-DEPTH  : 8.5 meters
 CZ1419
 CZ1419  HISTORY     - Date     Condition        Report By
 CZ1419  HISTORY     - 1980     MONUMENTED       NGS
 CZ1419  HISTORY     - 20061210 GOOD             GEOCAC
 CZ1419
 CZ1419                          STATION DESCRIPTION
 CZ1419
 CZ1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CZ1419'11.3 KM NW FROM TUCSON.
 CZ1419'11.3 KILOMETERS (7.0 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CZ1419'RAILROAD FROM THE STATION AT TUCSON, 0.7 KILOMETER (0.45 MILE)
 CZ1419'SOUTHEAST OF THE INTERSTATE 10 OVERPASS OVER SUNSET BOULEVARD,
 CZ1419'0.3 KILOMETER (0.2 MILE) NORTHWEST OF RAILROAD SIGNAL 9771, 60 PACES
 CZ1419'SOUTHWEST OF AND ACROSS THE TRACKS FROM G. B. S. DRYWALL, LATH AND
 CZ1419'PLASTER SUPPLIES (5348 NORTH HIGHWAY DRIVE), 15.7 METERS (51.5 FEET)
 CZ1419'SOUTHWEST OF THE SOUTHWEST RAIL, 27.8 METERS (91 FEET) NORTHEAST OF
 CZ1419'AND ACROSS THE ROAD FROM THE NORTH CORNER OF A CYCLONE FENCE AROUND
 CZ1419'A TRUCK AND TRAILER SERVICE GARAGE, 18.1 METERS (59 FEET) NORTHWEST
 CZ1419'OF A GUY POLE WITH TWO GUY WIRES FOR THE POWER POLES ON THE
 CZ1419'SOUTHWEST ROAD RIGHT-OF-WAY, 15 METERS (49.2 FEET) NORTHEAST OF THE
 CZ1419'CENTERLINE OF A PAVED ROAD (OLD HIGHWAY 84), 4.6 METERS (15 FEET)
 CZ1419'SOUTHWEST OF THE SOUTHWESTERN OF TWO WITNESS POSTS FOR A PIPE LINE
 CZ1419'AND 2.4 METERS (8 FEET) SOUTHWEST OF A TELEGRAPH POLE.
 CZ1419'THE MARK IS 1.4 M BELOW THE TRACKS.
 CZ1419
 CZ1419                          STATION RECOVERY (2006)
 CZ1419
 CZ1419'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0013 ***********************************************************************
 DU0013  DESIGNATION -  Z 43
 DU0013  PID         -  DU0013
 DU0013  STATE/COUNTY-  AZ/GILA
 DU0013  USGS QUAD   -  FORKS BUTTE (1978)
 DU0013
 DU0013                         *CURRENT SURVEY CONTROL
 DU0013  ___________________________________________________________________
 DU0013* NAD 83(1986)-  33 42 40.     (N)    110 12 42.     (W)     SCALED    
 DU0013* NAVD 88     -      1321.401  (meters)    4335.30   (feet)  ADJUSTED  
 DU0013  ___________________________________________________________________
 DU0013  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DU0013  DYNAMIC HT  -        1319.505 (meters)    4329.08  (feet)  COMP
 DU0013  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 DU0013
 DU0013  VERT ORDER  -  FIRST     CLASS II
 DU0013
 DU0013.The horizontal coordinates were scaled from a topographic map and have
 DU0013.an estimated accuracy of +/- 6 seconds.
 DU0013
 DU0013.The orthometric height was determined by differential leveling
 DU0013.and adjusted in June 1991.
 DU0013
 DU0013.The geoid height was determined by GEOID03.
 DU0013
 DU0013.The dynamic height is computed by dividing the NAVD 88
 DU0013.geopotential number by the normal gravity value computed on the
 DU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0013.degrees latitude (g = 980.6199 gals.).
 DU0013
 DU0013.The modeled gravity was interpolated from observed gravity values.
 DU0013
 DU0013;                    North         East    Units  Estimated Accuracy
 DU0013;SPC AZ E     -   300,610.      209,190.      MT  (+/- 180 meters Scaled)
 DU0013
 DU0013                          SUPERSEDED SURVEY CONTROL
 DU0013
 DU0013  NGVD 29 (??/??/92) 1320.714  (m)         4333.04   (f) ADJ UNCH    1 2
 DU0013
 DU0013.Superseded values are not recommended for survey control.
 DU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0013.See file dsdata.txt to determine how the superseded data were derived.
 DU0013
 DU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC730304(NAD 83)
 DU0013_MARKER: DB = BENCH MARK DISK
 DU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0013_STAMPING: Z 43 1934
 DU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0013+STABILITY: SURFACE MOTION
 DU0013
 DU0013  HISTORY     - Date     Condition        Report By
 DU0013  HISTORY     - 1934     MONUMENTED       CGS
 DU0013  HISTORY     - 1976     MARK NOT FOUND   USGS
 DU0013
 DU0013                          STATION DESCRIPTION
 DU0013
 DU0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0013'23.4 MI SW FROM WHITERIVER.
 DU0013'IN GILA COUNTY, 23.4 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM
 DU0013'WHITERIVER, NAVAJO COUNTY, 0.1 MILE SOUTH OF THE BRIDGE OVER BLACK
 DU0013'RIVER, 34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 68 FEET EAST
 DU0013'OF A FENCE LINE.  A STANDARD DISK, STAMPED Z 43 1934 AND SET IN THE
 DU0013'TOP OF A CONCRETE POST.
 DU0013
 DU0013                          STATION RECOVERY (1976)
 DU0013
 DU0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DU0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2280 ***********************************************************************
 CZ2280  DESIGNATION -  Z 43
 CZ2280  PID         -  CZ2280
 CZ2280  STATE/COUNTY-  AZ/PINAL
 CZ2280  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2280
 CZ2280                         *CURRENT SURVEY CONTROL
 CZ2280  ___________________________________________________________________
 CZ2280* NAD 83(1992)-  32 53 40.06001(N)    111 49 32.89390(W)     ADJUSTED  
 CZ2280* NAVD 88     -       412.04   (+/-2cm)    1351.8    (feet)  VERTCON   
 CZ2280  ___________________________________________________________________
 CZ2280  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CZ2280  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CZ2280  HORZ ORDER  -  FIRST
 CZ2280  VERT ORDER  -  THIRD ? (See Below)
 CZ2280
 CZ2280.The horizontal coordinates were established by classical geodetic methods
 CZ2280.and adjusted by the National Geodetic Survey in August 1993.
 CZ2280
 CZ2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2280.The vertical order pertains to the NGVD 29 superseded value.
 CZ2280
 CZ2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2280
 CZ2280.The geoid height was determined by GEOID03.
 CZ2280
 CZ2280;                    North         East     Units Scale Factor Converg.
 CZ2280;SPC AZ C     -   210,051.740   221,860.668   MT  0.99990089   +0 02 57.6
 CZ2280;SPC AZ C     -   689,146.13    727,889.33   iFT  0.99990089   +0 02 57.6
 CZ2280;UTM  12      - 3,639,889.291   422,764.026   MT  0.99967355   -0 26 54.6
 CZ2280
 CZ2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2280!SPC AZ C     -   0.99994006  x   0.99990089  =   0.99984096
 CZ2280!UTM  12      -   0.99994006  x   0.99967355  =   0.99961363
 CZ2280
 CZ2280:                Primary Azimuth Mark                     Grid Az
 CZ2280:SPC AZ C     -  AC 43X                                   081 52 32.0
 CZ2280:UTM  12      -  AC 43X                                   082 22 24.2
 CZ2280
 CZ2280|---------------------------------------------------------------------|
 CZ2280| PID    Reference Object                     Distance      Geod. Az  |
 CZ2280|                                                           dddmmss.s |
 CZ2280| CZ2272 AC 43X                              APPROX. 5.1 KM 0815529.6 |
 CZ2280| CH6262 Z 43 RM E                             8.845 METERS 08939     |
 CZ2280| CH6263 Z 43 RM S                             8.837 METERS 17935     |
 CZ2280|---------------------------------------------------------------------|
 CZ2280
 CZ2280                          SUPERSEDED SURVEY CONTROL
 CZ2280
 CZ2280  NAD 83(1986)-  32 53 40.05370(N)    111 49 32.89533(W) AD(       ) 1
 CZ2280  NAD 27      -  32 53 39.86273(N)    111 49 30.41823(W) AD(       ) 1
 CZ2280  NGVD 29 (07/19/86)  411.41   (m)         1349.8    (f) LEVELING    3  
 CZ2280
 CZ2280.Superseded values are not recommended for survey control.
 CZ2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2280.See file dsdata.txt to determine how the superseded data were derived.
 CZ2280
 CZ2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2276439889(NAD 83)
 CZ2280_MARKER: DD = SURVEY DISK
 CZ2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2280
 CZ2280  HISTORY     - Date     Condition        Report By
 CZ2280  HISTORY     - 1967     MONUMENTED       DMA
 CZ2280  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2280
 CZ2280                          STATION DESCRIPTION
 CZ2280
 CZ2280'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2280'T-6-S.  R-5-E.  IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2280'
 CZ2280'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2280'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2280'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2280'STAMPED--Z 43 AMS 1967 ARMY MAP SERVICE.
 CZ2280'
 CZ2280'THE STATION MARK IS LOCATED 131 FEET NORTH OF THE CENTERLINE
 CZ2280'OF THE EAST-WEST ROAD.  100 FEET EAST OF THE CENTERLINE OF THE
 CZ2280'NORTH-SOUTH ROAD.  125 FEET EAST OF THE POWERLINE.
 CZ2280'
 CZ2280'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2280'GRANDE, ARIZONA GO WEST ON 84 FOR 4.0 MILES TO A CROSSROAD
 CZ2280'(BIANCO ROAD).  TURN RIGHT AND GO NORTH ON BIANCO ROAD FOR 1.0
 CZ2280'MILE TO A CROSSROAD AND THE STATION SITE.
 CZ2280
 CZ2280                          STATION RECOVERY (2007)
 CZ2280
 CZ2280'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2280'THE DESCRIBED LOCATION IS NOW A LEVELED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1141 ***********************************************************************
 DU1141  DESIGNATION -  Z 430
 DU1141  PID         -  DU1141
 DU1141  STATE/COUNTY-  AZ/GILA
 DU1141  USGS QUAD   -  SAN CARLOS (1979)
 DU1141
 DU1141                         *CURRENT SURVEY CONTROL
 DU1141  ___________________________________________________________________
 DU1141* NAD 83(1986)-  33 17 56.     (N)    110 27 41.     (W)     SCALED    
 DU1141* NAVD 88     -       811.279  (meters)    2661.67   (feet)  ADJUSTED  
 DU1141  ___________________________________________________________________
 DU1141  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DU1141  DYNAMIC HT  -         810.206 (meters)    2658.15  (feet)  COMP
 DU1141  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 DU1141
 DU1141  VERT ORDER  -  FIRST     CLASS II
 DU1141
 DU1141.The horizontal coordinates were scaled from a topographic map and have
 DU1141.an estimated accuracy of +/- 6 seconds.
 DU1141
 DU1141.The orthometric height was determined by differential leveling
 DU1141.and adjusted in June 1991.
 DU1141
 DU1141.The geoid height was determined by GEOID03.
 DU1141
 DU1141.The dynamic height is computed by dividing the NAVD 88
 DU1141.geopotential number by the normal gravity value computed on the
 DU1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1141.degrees latitude (g = 980.6199 gals.).
 DU1141
 DU1141.The modeled gravity was interpolated from observed gravity values.
 DU1141
 DU1141;                    North         East    Units  Estimated Accuracy
 DU1141;SPC AZ E     -   254,940.      185,910.      MT  (+/- 180 meters Scaled)
 DU1141
 DU1141                          SUPERSEDED SURVEY CONTROL
 DU1141
 DU1141.No superseded survey control is available for this station.
 DU1141
 DU1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB501845(NAD 83)
 DU1141_MARKER: I = METAL ROD
 DU1141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU1141_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU1141_STAMPING: Z 430 1979
 DU1141_PROJECTION: FLUSH
 DU1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1141+STABILITY: POSITION/ELEVATION WELL
 DU1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1141+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1141_ROD/PIPE-DEPTH: 9.1  meters
 DU1141_SLEEVE-DEPTH  : 7.3 meters
 DU1141
 DU1141  HISTORY     - Date     Condition        Report By
 DU1141  HISTORY     - 1979     MONUMENTED       NGS
 DU1141  HISTORY     - 20081008 GOOD             GEOCAC
 DU1141
 DU1141                          STATION DESCRIPTION
 DU1141
 DU1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1141'30.7 KM SE FROM GLOBE.
 DU1141'30.7 KILOMETERS (19.1 MILES) SOUTHEAST ALONG U. S. HIGHWAY 70 FROM
 DU1141'THE NEW COUNTY COURTHOUSE IN GLOBE, AT HIGHWAY MILE POST 271, 29.25
 DU1141'METERS (96 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.1 METERS
 DU1141'(66 FEET) SOUTHEAST OF THE SOUTH END OF A 50-CENTIMETER METAL PIPE
 DU1141'CULVERT, 1.8 METERS (6 FEET) NORTH OF THE RIGHT-OF-WAY FENCE AND
 DU1141'1.5 METERS (5 FEET) NORTH OF A POWER LINE POLE.
 DU1141'THE MARK IS .6 METERS  S FROM A WITNESS POST.
 DU1141'THE MARK IS 1.5 M BELOW HIGHWAY.
 DU1141
 DU1141                          STATION RECOVERY (2008)
 DU1141
 DU1141'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1141'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1141'17.934' W110  27.715'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0857 ***********************************************************************
 CG0857  DESIGNATION -  Z 431
 CG0857  PID         -  CG0857
 CG0857  STATE/COUNTY-  AZ/PIMA
 CG0857  USGS QUAD   -  GREEN VALLEY (1981)
 CG0857
 CG0857                         *CURRENT SURVEY CONTROL
 CG0857  ___________________________________________________________________
 CG0857* NAD 83(1986)-  31 51 06.     (N)    110 59 39.     (W)     SCALED    
 CG0857* NAVD 88     -       885.808  (meters)    2906.19   (feet)  ADJUSTED  
 CG0857  ___________________________________________________________________
 CG0857  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CG0857  DYNAMIC HT  -         884.522 (meters)    2901.97  (feet)  COMP
 CG0857  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 CG0857
 CG0857  VERT ORDER  -  FIRST     CLASS II
 CG0857
 CG0857.The horizontal coordinates were scaled from a topographic map and have
 CG0857.an estimated accuracy of +/- 6 seconds.
 CG0857
 CG0857.The orthometric height was determined by differential leveling
 CG0857.and adjusted in June 1991.
 CG0857
 CG0857.The geoid height was determined by GEOID03.
 CG0857
 CG0857.The dynamic height is computed by dividing the NAVD 88
 CG0857.geopotential number by the normal gravity value computed on the
 CG0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CG0857.degrees latitude (g = 980.6199 gals.).
 CG0857
 CG0857.The modeled gravity was interpolated from observed gravity values.
 CG0857
 CG0857;                    North         East    Units  Estimated Accuracy
 CG0857;SPC AZ C     -    94,790.      300,660.      MT  (+/- 180 meters Scaled)
 CG0857
 CG0857                          SUPERSEDED SURVEY CONTROL
 CG0857
 CG0857.No superseded survey control is available for this station.
 CG0857
 CG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA005239(NAD 83)
 CG0857_MARKER: I = METAL ROD
 CG0857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CG0857_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CG0857_STAMPING: Z 431 1980
 CG0857_PROJECTION: FLUSH
 CG0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CG0857+STABILITY: POSITION/ELEVATION WELL
 CG0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG0857+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 CG0857_ROD/PIPE-DEPTH: 14.0 meters
 CG0857_SLEEVE-DEPTH  : 10.5 meters
 CG0857
 CG0857  HISTORY     - Date     Condition        Report By
 CG0857  HISTORY     - 1980     MONUMENTED       NGS
 CG0857  HISTORY     - 19950302 GOOD             USPSQD
 CG0857  HISTORY     - 20020407 GOOD             USPSQD
 CG0857  HISTORY     - 20060316 GOOD             USPSQD
 CG0857  HISTORY     - 20070527 GOOD             GEOCAC
 CG0857
 CG0857                          STATION DESCRIPTION
 CG0857
 CG0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CG0857'IN CONTINENTAL.
 CG0857'AT THE INTERSTATE-19 CONTINENTAL ROAD INTERCHANGE BETWEEN THE SOUTH
 CG0857'BOUND OFF RAMP ROAD AND THE SOUTH BOUND TRAFFIC LANE, NEAR THE EAST
 CG0857'EDGE OF THE CONTINENTAL SHOPPING PLAZA, 32.2 METERS (105.6 FEET)
 CG0857'NORTH OF THE NORTH CURB OF CONTINENTAL ROAD, 31.9 METERS (104.5
 CG0857'FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE CONTINENTAL ROAD
 CG0857'OVERPASS, 10.2 METERS (33.6 FEET) EAST OF THE SOUTHEAST CORNER OF
 CG0857'A CATTLE GUARD, 0.6 METER (2.0 FEET) SOUTH OF THE RIGHT-OF-WAY
 CG0857'FENCE, 5.7 METERS (18.1 FEET) SOUTH OF THE SOUTH END OF THE
 CG0857'HEADWALL FOR A SMALL METAL PIPE CULVERT.
 CG0857'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 CG0857'THE MARK IS ABOVE LEVEL WITH THE CATTLE GUARD.
 CG0857
 CG0857                          STATION RECOVERY (1995)
 CG0857
 CG0857'RECOVERY NOTE BY US POWER SQUADRON 1995
 CG0857'RECOVERED IN GOOD CONDITION.
 CG0857
 CG0857                          STATION RECOVERY (2002)
 CG0857
 CG0857'RECOVERY NOTE BY US POWER SQUADRON 2002 (HVL)
 CG0857'RECOVERED IN GOOD CONDITION.
 CG0857
 CG0857                          STATION RECOVERY (2006)
 CG0857
 CG0857'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 CG0857'RECOVERED AS DESCRIBED.
 CG0857
 CG0857                          STATION RECOVERY (2007)
 CG0857
 CG0857'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CG0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0715 ***********************************************************************
 CY0715  DESIGNATION -  Z 436
 CY0715  PID         -  CY0715
 CY0715  STATE/COUNTY-  AZ/GRAHAM
 CY0715  USGS QUAD   -  SAFFORD (1985)
 CY0715
 CY0715                         *CURRENT SURVEY CONTROL
 CY0715  ___________________________________________________________________
 CY0715* NAD 83(1986)-  32 45 52.     (N)    109 42 55.     (W)     SCALED    
 CY0715* NAVD 88     -       947.751  (meters)    3109.41   (feet)  ADJUSTED  
 CY0715  ___________________________________________________________________
 CY0715  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CY0715  DYNAMIC HT  -         946.408 (meters)    3105.01  (feet)  COMP
 CY0715  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 CY0715
 CY0715  VERT ORDER  -  FIRST     CLASS II
 CY0715
 CY0715.The horizontal coordinates were scaled from a topographic map and have
 CY0715.an estimated accuracy of +/- 6 seconds.
 CY0715
 CY0715.The orthometric height was determined by differential leveling
 CY0715.and adjusted in June 1991.
 CY0715
 CY0715.The geoid height was determined by GEOID03.
 CY0715
 CY0715.The dynamic height is computed by dividing the NAVD 88
 CY0715.geopotential number by the normal gravity value computed on the
 CY0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0715.degrees latitude (g = 980.6199 gals.).
 CY0715
 CY0715.The modeled gravity was interpolated from observed gravity values.
 CY0715
 CY0715;                    North         East    Units  Estimated Accuracy
 CY0715;SPC AZ E     -   195,720.      255,650.      MT  (+/- 180 meters Scaled)
 CY0715
 CY0715                          SUPERSEDED SURVEY CONTROL
 CY0715
 CY0715.No superseded survey control is available for this station.
 CY0715
 CY0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB203259(NAD 83)
 CY0715_MARKER: DB = BENCH MARK DISK
 CY0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0715_SP_SET: STAINLESS STEEL ROD
 CY0715_STAMPING: Z 436 1979
 CY0715_PROJECTION: FLUSH
 CY0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0715+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2008
 CY0715_ROD/PIPE-DEPTH: 7.62 meters
 CY0715
 CY0715  HISTORY     - Date     Condition        Report By
 CY0715  HISTORY     - 1979     MONUMENTED       NGS
 CY0715  HISTORY     - 20060825 GOOD             GEOCAC
 CY0715  HISTORY     - 20081010 GOOD             GEOCAC
 CY0715
 CY0715                          STATION DESCRIPTION
 CY0715
 CY0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0715'4.8 MI SOUTH FROM SAFFORD.
 CY0715'4.85 MILES SOUTH ALONG U. S. HIGHWAY 666 FROM THE JUNCTION OF U. S.
 CY0715'HIGHWAY 70 IN SAFFORD, 0.15 MILE NORTH OF MILE POST 116, 55 FEET WEST
 CY0715'OF THE CENTERLINE OF HIGHWAY 666, 80 FEET SOUTHEAST OF THE SOUTHEAST
 CY0715'CORNER OF AN ABANDONED GAS STATION BUILDING, 8 FEET WEST OF
 CY0715'UNDERGROUND CABLE BOX 25.04, 5 FEET WEST OF A NORTHEAST CORNER POST
 CY0715'IN THE HIGHWAY RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF A BARBED WIRE
 CY0715'FENCE.
 CY0715'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CY0715'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0715
 CY0715                          STATION RECOVERY (2006)
 CY0715
 CY0715'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 CY0715'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATES TO
 CY0715'THE DESCRIPTION   U.S. 666 IS NOW U.S. 191, THE BUILDING IS NOW CALLED
 CY0715'DAVE S DISCOUNT, AND THE BARBED WIRE FENCE IS GONE. HANDHELD
 CY0715'COORDINATES
 CY0715'32 45 55.08 (N)   109 42 59.58 (W)  (NAD 83).
 CY0715
 CY0715                          STATION RECOVERY (2008)
 CY0715
 CY0715'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0715'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0715'45.917' W109  42.992'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1133 ***********************************************************************
 DU1133  DESIGNATION -  Z 437
 DU1133  PID         -  DU1133
 DU1133  STATE/COUNTY-  AZ/GRAHAM
 DU1133  USGS QUAD   -  MOUNT TRIPLET (1966)
 DU1133
 DU1133                         *CURRENT SURVEY CONTROL
 DU1133  ___________________________________________________________________
 DU1133* NAD 83(1986)-  33 17 08.     (N)    110 21 40.     (W)     SCALED    
 DU1133* NAVD 88     -       912.977  (meters)    2995.33   (feet)  ADJUSTED  
 DU1133  ___________________________________________________________________
 DU1133  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DU1133  DYNAMIC HT  -         911.749 (meters)    2991.30  (feet)  COMP
 DU1133  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 DU1133
 DU1133  VERT ORDER  -  FIRST     CLASS II
 DU1133
 DU1133.The horizontal coordinates were scaled from a topographic map and have
 DU1133.an estimated accuracy of +/- 6 seconds.
 DU1133
 DU1133.The orthometric height was determined by differential leveling
 DU1133.and adjusted in June 1991.
 DU1133
 DU1133.The geoid height was determined by GEOID03.
 DU1133
 DU1133.The dynamic height is computed by dividing the NAVD 88
 DU1133.geopotential number by the normal gravity value computed on the
 DU1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1133.degrees latitude (g = 980.6199 gals.).
 DU1133
 DU1133.The modeled gravity was interpolated from observed gravity values.
 DU1133
 DU1133;                    North         East    Units  Estimated Accuracy
 DU1133;SPC AZ E     -   253,440.      195,250.      MT  (+/- 180 meters Scaled)
 DU1133
 DU1133                          SUPERSEDED SURVEY CONTROL
 DU1133
 DU1133.No superseded survey control is available for this station.
 DU1133
 DU1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB594831(NAD 83)
 DU1133_MARKER: DB = BENCH MARK DISK
 DU1133_SETTING: 66 = SET IN ROCK OUTCROP
 DU1133_SP_SET: ROCK OUTCROP
 DU1133_STAMPING: Z 437 1979
 DU1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DU1133+STABILITY: POSITION/ELEVATION WELL
 DU1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU1133+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DU1133
 DU1133  HISTORY     - Date     Condition        Report By
 DU1133  HISTORY     - 1979     MONUMENTED       NGS
 DU1133  HISTORY     - 20081008 GOOD             GEOCAC
 DU1133
 DU1133                          STATION DESCRIPTION
 DU1133
 DU1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DU1133'31.1 KM NW FROM BYLAS.
 DU1133'31.1 KILOMETERS (19.3 MILES) NORTHWEST ALONG U. S. HIGHWAY 70 FROM
 DU1133'THE POST OFFICE IN BYLAS, SET IN THE TOP OF A BEDROCK LEDGE AT THE
 DU1133'NORTHWEST END OF A LARGE HIGHWAY CUT, 0.2 KILOMETER (0.1 MILE)
 DU1133'NORTHWEST OF HIGHWAY MILE POST 277, 15.7 METERS (51.5 FEET) SOUTH OF
 DU1133'THE CENTERLINE OF THE HIGHWAY, 14.5 METERS (46.5 FEET) NORTH OF THE
 DU1133'HIGHWAY RIGHT-OF-WAY FENCE AND 8.5 METERS (28 FEET) EAST OF THE
 DU1133'CENTERLINE OF A DIRT ROAD LEADING SOUTH TO A WATER TANK.
 DU1133'THE MARK IS 1 METERS  N FROM A WITNESS POST.
 DU1133'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DU1133
 DU1133                          STATION RECOVERY (2008)
 DU1133
 DU1133'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 DU1133'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N33
 DU1133'17.147' W110  21.679'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY0743 ***********************************************************************
 CY0743  DESIGNATION -  Z 438
 CY0743  PID         -  CY0743
 CY0743  STATE/COUNTY-  AZ/GRAHAM
 CY0743  USGS QUAD   -  EDEN (1985)
 CY0743
 CY0743                         *CURRENT SURVEY CONTROL
 CY0743  ___________________________________________________________________
 CY0743* NAD 83(1986)-  32 59 26.     (N)    109 56 12.     (W)     SCALED    
 CY0743* NAVD 88     -       833.826  (meters)    2735.64   (feet)  ADJUSTED  
 CY0743  ___________________________________________________________________
 CY0743  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CY0743  DYNAMIC HT  -         832.676 (meters)    2731.87  (feet)  COMP
 CY0743  MODELED GRAV-     979,233.0   (mgal)                       NAVD 88
 CY0743
 CY0743  VERT ORDER  -  FIRST     CLASS II
 CY0743
 CY0743.The horizontal coordinates were scaled from a topographic map and have
 CY0743.an estimated accuracy of +/- 6 seconds.
 CY0743
 CY0743.The orthometric height was determined by differential leveling
 CY0743.and adjusted in June 1991.
 CY0743
 CY0743.The geoid height was determined by GEOID03.
 CY0743
 CY0743.The dynamic height is computed by dividing the NAVD 88
 CY0743.geopotential number by the normal gravity value computed on the
 CY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0743.degrees latitude (g = 980.6199 gals.).
 CY0743
 CY0743.The modeled gravity was interpolated from observed gravity values.
 CY0743
 CY0743;                    North         East    Units  Estimated Accuracy
 CY0743;SPC AZ E     -   220,730.      234,850.      MT  (+/- 180 meters Scaled)
 CY0743
 CY0743                          SUPERSEDED SURVEY CONTROL
 CY0743
 CY0743.No superseded survey control is available for this station.
 CY0743
 CY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB993507(NAD 83)
 CY0743_MARKER: DB = BENCH MARK DISK
 CY0743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0743_SP_SET: STAINLESS STEEL ROD
 CY0743_STAMPING: Z 438 1979
 CY0743_PROJECTION: FLUSH
 CY0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0743+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 CY0743_ROD/PIPE-DEPTH: 8.23 meters
 CY0743
 CY0743  HISTORY     - Date     Condition        Report By
 CY0743  HISTORY     - 1979     MONUMENTED       NGS
 CY0743  HISTORY     - 20081009 GOOD             GEOCAC
 CY0743
 CY0743                          STATION DESCRIPTION
 CY0743
 CY0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0743'3.5 MI SE FROM FT THOMAS.
 CY0743'3.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE IN
 CY0743'FT. THOMAS, 59 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CY0743'25.5 FEET SOUTH OF THE CENTERLINE OF A DIRT FARM ROAD LEADING EAST,
 CY0743'8 FEET SOUTHEAST OF A T-JUNCTION POWER LINE POLE AND 1 FOOT NORTHEAST
 CY0743'OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 CY0743'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 CY0743'THE MARK IS 3 FT BELOW THE HIGHWAY.
 CY0743
 CY0743                          STATION RECOVERY (2008)
 CY0743
 CY0743'RECOVERY NOTE BY GEOCACHING 2008 (ACM)
 CY0743'RECOVERED AS DESCRIBED, IN GOOD CONDITION. GPS (HH2) CO-ORDINATES N32
 CY0743'59.451' W109  56.225'.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0085 ***********************************************************************
 DU0085  DESIGNATION -  Z 44
 DU0085  PID         -  DU0085
 DU0085  STATE/COUNTY-  AZ/GILA
 DU0085  USGS QUAD   -  NATURAL CORRAL (1966)
 DU0085
 DU0085                         *CURRENT SURVEY CONTROL
 DU0085  ___________________________________________________________________
 DU0085* NAD 83(1986)-  33 23 39.     (N)    110 27 08.     (W)     SCALED    
 DU0085* NAVD 88     -       873.940  (meters)    2867.25   (feet)  ADJUSTED  
 DU0085  ___________________________________________________________________
 DU0085  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DU0085  DYNAMIC HT  -         872.777 (meters)    2863.44  (feet)  COMP
 DU0085  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 DU0085
 DU0085  VERT ORDER  -  FIRST     CLASS II
 DU0085
 DU0085.The horizontal coordinates were scaled from a topographic map and have
 DU0085.an estimated accuracy of +/- 6 seconds.
 DU0085
 DU0085.The orthometric height was determined by differential leveling
 DU0085.and adjusted in June 1991.
 DU0085
 DU0085.The geoid height was determined by GEOID03.
 DU0085
 DU0085.The dynamic height is computed by dividing the NAVD 88
 DU0085.geopotential number by the normal gravity value computed on the
 DU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU0085.degrees latitude (g = 980.6199 gals.).
 DU0085
 DU0085.The modeled gravity was interpolated from observed gravity values.
 DU0085
 DU0085;                    North         East    Units  Estimated Accuracy
 DU0085;SPC AZ E     -   265,500.      186,800.      MT  (+/- 180 meters Scaled)
 DU0085
 DU0085                          SUPERSEDED SURVEY CONTROL
 DU0085
 DU0085  NGVD 29 (??/??/92)  873.356  (m)         2865.34   (f) ADJ UNCH    1 2
 DU0085
 DU0085.Superseded values are not recommended for survey control.
 DU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0085.See file dsdata.txt to determine how the superseded data were derived.
 DU0085
 DU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB509951(NAD 83)
 DU0085_MARKER: DB = BENCH MARK DISK
 DU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0085_STAMPING: Z 44 1934
 DU0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0085+STABILITY: SURFACE MOTION
 DU0085
 DU0085  HISTORY     - Date     Condition        Report By
 DU0085  HISTORY     - 1934     MONUMENTED       CGS
 DU0085
 DU0085                          STATION DESCRIPTION
 DU0085
 DU0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0085'4.1 MI N FROM SAN CARLOS.
 DU0085'4.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM SAN CARLOS, GILA COUNTY,
 DU0085'52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 38 FEET SOUTHWEST
 DU0085'OF A ROW OF POLES.  A STANDARD DISK, STAMPED Z 44 1934 AND SET IN THE
 DU0085'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2281 ***********************************************************************
 CZ2281  DESIGNATION -  Z 44
 CZ2281  PID         -  CZ2281
 CZ2281  STATE/COUNTY-  AZ/PINAL
 CZ2281  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ2281
 CZ2281                         *CURRENT SURVEY CONTROL
 CZ2281  ___________________________________________________________________
 CZ2281* NAD 83(1992)-  32 52 44.52517(N)    111 49 35.25611(W)     ADJUSTED  
 CZ2281* NAVD 88     -       412.88   (+/-2cm)    1354.6    (feet)  VERTCON   
 CZ2281  ___________________________________________________________________
 CZ2281  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CZ2281  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 CZ2281  HORZ ORDER  -  FIRST
 CZ2281  VERT ORDER  -  THIRD ? (See Below)
 CZ2281
 CZ2281.The horizontal coordinates were established by classical geodetic methods
 CZ2281.and adjusted by the National Geodetic Survey in August 1993.
 CZ2281
 CZ2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2281.The vertical order pertains to the NGVD 29 superseded value.
 CZ2281
 CZ2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2281
 CZ2281.The geoid height was determined by GEOID03.
 CZ2281
 CZ2281;                    North         East     Units Scale Factor Converg.
 CZ2281;SPC AZ C     -   208,341.038   221,800.742   MT  0.99990088   +0 02 56.3
 CZ2281;SPC AZ C     -   683,533.59    727,692.72   iFT  0.99990088   +0 02 56.3
 CZ2281;UTM  12      - 3,638,179.563   422,689.258   MT  0.99967370   -0 26 55.2
 CZ2281
 CZ2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2281!SPC AZ C     -   0.99993993  x   0.99990088  =   0.99984082
 CZ2281!UTM  12      -   0.99993993  x   0.99967370  =   0.99961365
 CZ2281
 CZ2281|---------------------------------------------------------------------|
 CZ2281| PID    Reference Object                     Distance      Geod. Az  |
 CZ2281|                                                           dddmmss.s |
 CZ2281| CH6264 Z 44 RM E                             8.838 METERS 08944     |
 CZ2281| CH6265 Z 44 RM S                             8.843 METERS 17939     |
 CZ2281| CZ2282 Y 44                                APPROX. 1.6 KM 2702648.1 |
 CZ2281|---------------------------------------------------------------------|
 CZ2281
 CZ2281                          SUPERSEDED SURVEY CONTROL
 CZ2281
 CZ2281  NAD 83(1986)-  32 52 44.51885(N)    111 49 35.25741(W) AD(       ) 1
 CZ2281  NAD 27      -  32 52 44.32633(N)    111 49 32.78169(W) AD(       ) 1
 CZ2281  NGVD 29 (07/19/86)  412.26   (m)         1352.6    (f) LEVELING    3  
 CZ2281
 CZ2281.Superseded values are not recommended for survey control.
 CZ2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2281.See file dsdata.txt to determine how the superseded data were derived.
 CZ2281
 CZ2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2268938180(NAD 83)
 CZ2281_MARKER: DD = SURVEY DISK
 CZ2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2281_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2281
 CZ2281  HISTORY     - Date     Condition        Report By
 CZ2281  HISTORY     - 1967     MONUMENTED       DMA
 CZ2281  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 CZ2281
 CZ2281                          STATION DESCRIPTION
 CZ2281
 CZ2281'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2281'T-6-S.  R-5-E.  IN SECTION 28 NEAR THE NORTHEAST CORNER.
 CZ2281'
 CZ2281'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2281'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2281'0.0 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED--Z
 CZ2281'44 1967 ARMY MAP SERVICE.
 CZ2281'
 CZ2281'THE STATION MARK IS LOCATED 144 FEET SOUTH OF THE CENTERLINE
 CZ2281'OF EAST-WEST ROAD.  90 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2281'ROAD.  50 FEET WEST OF THE NORTH-SOUTH POWERLINE.  98 FEET SOUTH OF
 CZ2281'THE EAST-WEST POWERLINE.
 CZ2281'
 CZ2281'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2281'GRANDE, ARIZONA GO WEST ON 84 FOR 4.0 MILES TO A CROSSROAD
 CZ2281'(BIANCO ROAD) AND THE STATION SITE.
 CZ2281
 CZ2281                          STATION RECOVERY (2006)
 CZ2281
 CZ2281'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ2281'SOME EXCAVATION APPEARS TO HAVE OCCURRED HERE. ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0279 ***********************************************************************
 ER0279  DESIGNATION -  Z 45
 ER0279  PID         -  ER0279
 ER0279  STATE/COUNTY-  AZ/NAVAJO
 ER0279  USGS QUAD   -  SILVER SPRINGS (1984)
 ER0279
 ER0279                         *CURRENT SURVEY CONTROL
 ER0279  ___________________________________________________________________
 ER0279* NAD 83(1986)-  34 20 19.     (N)    109 59 50.     (W)     SCALED    
 ER0279* NAVD 88     -      1873.853  (meters)    6147.80   (feet)  ADJUSTED  
 ER0279  ___________________________________________________________________
 ER0279  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ER0279  DYNAMIC HT  -        1871.087 (meters)    6138.72  (feet)  COMP
 ER0279  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 ER0279
 ER0279  VERT ORDER  -  FIRST     CLASS II
 ER0279
 ER0279.The horizontal coordinates were scaled from a topographic map and have
 ER0279.an estimated accuracy of +/- 6 seconds.
 ER0279
 ER0279.The orthometric height was determined by differential leveling
 ER0279.and adjusted in June 1991.
 ER0279
 ER0279.The geoid height was determined by GEOID03.
 ER0279
 ER0279.The dynamic height is computed by dividing the NAVD 88
 ER0279.geopotential number by the normal gravity value computed on the
 ER0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0279.degrees latitude (g = 980.6199 gals.).
 ER0279
 ER0279.The modeled gravity was interpolated from observed gravity values.
 ER0279
 ER0279;                    North         East    Units  Estimated Accuracy
 ER0279;SPC AZ E     -   370,220.      228,950.      MT  (+/- 180 meters Scaled)
 ER0279
 ER0279                          SUPERSEDED SURVEY CONTROL
 ER0279
 ER0279  NGVD 29 (??/??/92) 1872.992  (m)         6144.97   (f) ADJ UNCH    1 2
 ER0279
 ER0279.Superseded values are not recommended for survey control.
 ER0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0279.See file dsdata.txt to determine how the superseded data were derived.
 ER0279
 ER0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD922001(NAD 83)
 ER0279_MARKER: DB = BENCH MARK DISK
 ER0279_SETTING: 66 = SET IN ROCK OUTCROP
 ER0279_SP_SET: OUTCROP
 ER0279_STAMPING: Z 45 1934
 ER0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0279+STABILITY: POSITION/ELEVATION WELL
 ER0279
 ER0279  HISTORY     - Date     Condition        Report By
 ER0279  HISTORY     - 1934     MONUMENTED       CGS
 ER0279  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 ER0279
 ER0279                          STATION DESCRIPTION
 ER0279
 ER0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0279'13.4 MI S FROM SNOWFLAKE.
 ER0279'13.4 MILES SOUTH ALONG APACHE R.R. ALONG APACHE R.R., 71 FT. NORTH OF
 ER0279'FIRST POLE NORTH OF MILE POLE 48, 42 FT. WEST OF CENTER LINE OF TRACK,
 ER0279'5 FT. EAST OF TELEGRAPH LINE, 7 FT. SOUTH WEST OF ROCK CAIRN, IN
 ER0279'BASALT OUTCROP.
 ER0279
 ER0279                          STATION RECOVERY (2004)
 ER0279
 ER0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ER0279'MARK NOT FOUND.
 ER0279' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2338 ***********************************************************************
 CZ2338  DESIGNATION -  Z 45
 CZ2338  PID         -  CZ2338
 CZ2338  STATE/COUNTY-  AZ/PINAL
 CZ2338  USGS QUAD   -  CHUICHU (1992)
 CZ2338
 CZ2338                         *CURRENT SURVEY CONTROL
 CZ2338  ___________________________________________________________________
 CZ2338* NAD 83(1992)-  32 51 52.24389(N)    111 49 38.36824(W)     ADJUSTED  
 CZ2338* NAVD 88     -       416.63   (+/-2cm)    1366.9    (feet)  VERTCON   
 CZ2338  ___________________________________________________________________
 CZ2338  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CZ2338  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CZ2338  HORZ ORDER  -  FIRST
 CZ2338  VERT ORDER  -  THIRD ? (See Below)
 CZ2338
 CZ2338.The horizontal coordinates were established by classical geodetic methods
 CZ2338.and adjusted by the National Geodetic Survey in August 1993.
 CZ2338
 CZ2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2338.The vertical order pertains to the NGVD 29 superseded value.
 CZ2338
 CZ2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2338
 CZ2338.The geoid height was determined by GEOID03.
 CZ2338
 CZ2338;                    North         East     Units Scale Factor Converg.
 CZ2338;SPC AZ C     -   206,730.544   221,721.215   MT  0.99990086   +0 02 54.5
 CZ2338;SPC AZ C     -   678,249.82    727,431.81   iFT  0.99990086   +0 02 54.5
 CZ2338;UTM  12      - 3,636,570.186   422,595.769   MT  0.99967387   -0 26 56.3
 CZ2338
 CZ2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2338!SPC AZ C     -   0.99993934  x   0.99990086  =   0.99984021
 CZ2338!UTM  12      -   0.99993934  x   0.99967387  =   0.99961323
 CZ2338
 CZ2338:                Primary Azimuth Mark                     Grid Az
 CZ2338:SPC AZ C     -  AC 43X                                   051 56 47.0
 CZ2338:UTM  12      -  AC 43X                                   052 26 37.8
 CZ2338
 CZ2338|---------------------------------------------------------------------|
 CZ2338| PID    Reference Object                     Distance      Geod. Az  |
 CZ2338|                                                           dddmmss.s |
 CZ2338| CZ2272 AC 43X                              APPROX. 6.6 KM 0515941.5 |
 CZ2338| CH6266 Z 45 RM E                             8.829 METERS 08930     |
 CZ2338| CH6267 Z 45 RM S                             8.831 METERS 17930     |
 CZ2338|---------------------------------------------------------------------|
 CZ2338
 CZ2338                          SUPERSEDED SURVEY CONTROL
 CZ2338
 CZ2338  NAD 83(1986)-  32 51 52.23756(N)    111 49 38.36942(W) AD(       ) 1
 CZ2338  NAD 27      -  32 51 52.04352(N)    111 49 35.89491(W) AD(       ) 1
 CZ2338  NGVD 29 (07/19/86)  416.01   (m)         1364.9    (f) LEVELING    3  
 CZ2338
 CZ2338.Superseded values are not recommended for survey control.
 CZ2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2338.See file dsdata.txt to determine how the superseded data were derived.
 CZ2338
 CZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2259636570(NAD 83)
 CZ2338_MARKER: DD = SURVEY DISK
 CZ2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2338
 CZ2338  HISTORY     - Date     Condition        Report By
 CZ2338  HISTORY     - 1967     MONUMENTED       DMA
 CZ2338  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ2338
 CZ2338                          STATION DESCRIPTION
 CZ2338
 CZ2338'DESCRIBED BY DEFENSE MAP AGENCY 1967
 CZ2338'T-6-S.  R-5-E.  IN SECTION 33 NEAR THE NORTHEAST CORNER.
 CZ2338'
 CZ2338'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2338'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2338'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2338'STAMPED--Z 45 AMS 1967.
 CZ2338'
 CZ2338'THE STATION MARK IS LOCATED 90 FEET SOUTH OF THE CENTERLINE OF THE
 CZ2338'EAST-WEST ROAD.  388 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2338'ROAD.  350 W. OF THE NORTH-SOUTH POWER LINE.
 CZ2338'
 CZ2338'TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA
 CZ2338'GRANDE, ARIZONA GO WEST ON 84 FOR 4.0 MILES TO A CROSSROAD
 CZ2338'(BIANCO ROAD).  TURN LEFT AND GO SOUTH ON BIANCO ROAD FOR 1.0
 CZ2338'MILE TO A CROSSROAD AND THE STATION SITE.
 CZ2338
 CZ2338                          STATION RECOVERY (2007)
 CZ2338
 CZ2338'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2338'A CAREFUL SEARCH DID NOT REVEAL THE MARK, BUT SOME FRAGMENTS OF
 CZ2338'CONCRETE THAT APPEARED TO HAVE ONCE HELD THE MARK WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2337 ***********************************************************************
 CZ2337  DESIGNATION -  Z 46
 CZ2337  PID         -  CZ2337
 CZ2337  STATE/COUNTY-  AZ/PINAL
 CZ2337  USGS QUAD   -  CHUICHU (1992)
 CZ2337
 CZ2337                         *CURRENT SURVEY CONTROL
 CZ2337  ___________________________________________________________________
 CZ2337* NAD 83(1992)-  32 51 00.27468(N)    111 49 34.78268(W)     ADJUSTED  
 CZ2337* NAVD 88     -       418.80   (+/-2cm)    1374.0    (feet)  VERTCON   
 CZ2337  ___________________________________________________________________
 CZ2337  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CZ2337  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ2337  HORZ ORDER  -  FIRST
 CZ2337  VERT ORDER  -  THIRD ? (See Below)
 CZ2337
 CZ2337.The horizontal coordinates were established by classical geodetic methods
 CZ2337.and adjusted by the National Geodetic Survey in August 1993.
 CZ2337
 CZ2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2337.The vertical order pertains to the NGVD 29 superseded value.
 CZ2337
 CZ2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2337
 CZ2337.The geoid height was determined by GEOID03.
 CZ2337
 CZ2337;                    North         East     Units Scale Factor Converg.
 CZ2337;SPC AZ C     -   205,129.814   221,815.795   MT  0.99990088   +0 02 56.4
 CZ2337;SPC AZ C     -   672,998.08    727,742.11   iFT  0.99990088   +0 02 56.4
 CZ2337;UTM  12      - 3,634,969.059   422,676.433   MT  0.99967372   -0 26 53.7
 CZ2337
 CZ2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2337!SPC AZ C     -   0.99993901  x   0.99990088  =   0.99983989
 CZ2337!UTM  12      -   0.99993901  x   0.99967372  =   0.99961275
 CZ2337
 CZ2337:                Primary Azimuth Mark                     Grid Az
 CZ2337:SPC AZ C     -  AC 43X                                   041 55 28.8
 CZ2337:UTM  12      -  AC 43X                                   042 25 18.9
 CZ2337
 CZ2337|---------------------------------------------------------------------|
 CZ2337| PID    Reference Object                     Distance      Geod. Az  |
 CZ2337|                                                           dddmmss.s |
 CZ2337| CZ2272 AC 43X                              APPROX. 7.6 KM 0415825.2 |
 CZ2337| CH6268 Z 46 RM E                             8.841 METERS 08941     |
 CZ2337| CH6269 Z 46 RM S                             8.838 METERS 17939     |
 CZ2337|---------------------------------------------------------------------|
 CZ2337
 CZ2337                          SUPERSEDED SURVEY CONTROL
 CZ2337
 CZ2337  NAD 83(1986)-  32 51 00.26836(N)    111 49 34.78373(W) AD(       ) 1
 CZ2337  NAD 27      -  32 51 00.07277(N)    111 49 32.31062(W) AD(       ) 1
 CZ2337  NGVD 29 (07/19/86)  418.18   (m)         1372.0    (f) LEVELING    3  
 CZ2337
 CZ2337.Superseded values are not recommended for survey control.
 CZ2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2337.See file dsdata.txt to determine how the superseded data were derived.
 CZ2337
 CZ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2267634969(NAD 83)
 CZ2337_MARKER: DD = SURVEY DISK
 CZ2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2337+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2337
 CZ2337  HISTORY     - Date     Condition        Report By
 CZ2337  HISTORY     - 1966     MONUMENTED       DMA
 CZ2337  HISTORY     - 20030709 GOOD             MHD
 CZ2337  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2337
 CZ2337                          STATION DESCRIPTION
 CZ2337
 CZ2337'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2337'T-7-S.  R-5-E.  IN SECTION 4 NEAR THE NORTHEAST CORNER.
 CZ2337'
 CZ2337'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2337'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2337'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2337'STAMPED--Z 46 1966 ARMY MAP SERVICE.
 CZ2337'
 CZ2337'THE STATION MARK IS LOCATED 88 FEET WEST OF THE CENTERLINE OF
 CZ2337'NORTH-SOUTH ROAD.  50 FEET WEST OF NORTH-SOUTH POWERLINE.  138
 CZ2337'FEET SOUTH OF CENTERLINE OF EAST-WEST TRAIL.  131.4 FEET
 CZ2337'SOUTHWEST OF SECTION CORNER.
 CZ2337
 CZ2337                          STATION RECOVERY (2003)
 CZ2337
 CZ2337'RECOVERY NOTE BY MHD AND ASSOCIATES 2003 (JHD)
 CZ2337'RECOVERED IN GOOD CONDITION.
 CZ2337
 CZ2337                          STATION RECOVERY (2007)
 CZ2337
 CZ2337'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DB1138 ***********************************************************************
 DB1138  DESIGNATION -  Z 469
 DB1138  PID         -  DB1138
 DB1138  STATE/COUNTY-  AZ/YUMA
 DB1138  USGS QUAD   -  WELLTON (1982)
 DB1138
 DB1138                         *CURRENT SURVEY CONTROL
 DB1138  ___________________________________________________________________
 DB1138* NAD 83(1986)-  32 40 04.     (N)    114 09 42.     (W)     SCALED    
 DB1138* NAVD 88     -        71.149  (meters)     233.43   (feet)  ADJUSTED  
 DB1138  ___________________________________________________________________
 DB1138  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DB1138  DYNAMIC HT  -          71.068 (meters)     233.16  (feet)  COMP
 DB1138  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 DB1138
 DB1138  VERT ORDER  -  FIRST     CLASS II
 DB1138
 DB1138.The horizontal coordinates were scaled from a topographic map and have
 DB1138.an estimated accuracy of +/- 6 seconds.
 DB1138
 DB1138.The orthometric height was determined by differential leveling
 DB1138.and adjusted in June 1991.
 DB1138
 DB1138.The geoid height was determined by GEOID03.
 DB1138
 DB1138.The dynamic height is computed by dividing the NAVD 88
 DB1138.geopotential number by the normal gravity value computed on the
 DB1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1138.degrees latitude (g = 980.6199 gals.).
 DB1138
 DB1138.The modeled gravity was interpolated from observed gravity values.
 DB1138
 DB1138;                    North         East    Units  Estimated Accuracy
 DB1138;SPC AZ W     -   184,990.      174,750.      MT  (+/- 180 meters Scaled)
 DB1138
 DB1138                          SUPERSEDED SURVEY CONTROL
 DB1138
 DB1138.No superseded survey control is available for this station.
 DB1138
 DB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS661180(NAD 83)
 DB1138_MARKER: DB = BENCH MARK DISK
 DB1138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB1138_SP_SET: ABUTMNET
 DB1138_STAMPING: Z 469 1981
 DB1138_MARK LOGO: NGS   
 DB1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1138+STABILITY: SURFACE MOTION
 DB1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1138+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2009
 DB1138
 DB1138  HISTORY     - Date     Condition        Report By
 DB1138  HISTORY     - 1981     MONUMENTED       NGS
 DB1138  HISTORY     - 20090207 GOOD             GEOCAC
 DB1138
 DB1138                          STATION DESCRIPTION
 DB1138
 DB1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1138'1.4 KM (0.9 MI) WEST FROM WELLTON.
 DB1138'1.4 KM (0.9 MI) WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN
 DB1138'WELLTON, SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF
 DB1138'A HIGHWAY BRIDGE OVER A SMALL WASH, 7.0 M (23.0 FT) NORTHWEST OF THE
 DB1138'CENTERLINE OF THE HIGHWAY.
 DB1138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB1138
 DB1138                          STATION RECOVERY (2009)
 DB1138
 DB1138'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DB1138'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 DB1138' 
 DB1138'OF N 32 40 03.9 W 114 09 43.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0164 ***********************************************************************
 ER0164  DESIGNATION -  Z 47
 ER0164  PID         -  ER0164
 ER0164  STATE/COUNTY-  AZ/APACHE
 ER0164  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0164
 ER0164                         *CURRENT SURVEY CONTROL
 ER0164  ___________________________________________________________________
 ER0164* NAD 83(1986)-  34 40 03.     (N)    109 17 25.     (W)     SCALED    
 ER0164* NAVD 88     -      1755.972  (meters)    5761.05   (feet)  ADJUSTED  
 ER0164  ___________________________________________________________________
 ER0164  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 ER0164  DYNAMIC HT  -        1753.454 (meters)    5752.79  (feet)  COMP
 ER0164  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 ER0164
 ER0164  VERT ORDER  -  SECOND    CLASS 0
 ER0164
 ER0164.The horizontal coordinates were scaled from a topographic map and have
 ER0164.an estimated accuracy of +/- 6 seconds.
 ER0164
 ER0164.The orthometric height was determined by differential leveling
 ER0164.and adjusted in June 1991.
 ER0164
 ER0164.The geoid height was determined by GEOID03.
 ER0164
 ER0164.The dynamic height is computed by dividing the NAVD 88
 ER0164.geopotential number by the normal gravity value computed on the
 ER0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0164.degrees latitude (g = 980.6199 gals.).
 ER0164
 ER0164.The modeled gravity was interpolated from observed gravity values.
 ER0164
 ER0164;                    North         East    Units  Estimated Accuracy
 ER0164;SPC AZ E     -   407,040.      293,680.      MT  (+/- 180 meters Scaled)
 ER0164
 ER0164                          SUPERSEDED SURVEY CONTROL
 ER0164
 ER0164  NGVD 29 (??/??/92) 1755.111  (m)         5758.23   (f) ADJ UNCH    2 0
 ER0164
 ER0164.Superseded values are not recommended for survey control.
 ER0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0164.See file dsdata.txt to determine how the superseded data were derived.
 ER0164
 ER0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD566375(NAD 83)
 ER0164_MARKER: DB = BENCH MARK DISK
 ER0164_SETTING: 66 = SET IN ROCK OUTCROP
 ER0164_SP_SET: SANDSTONE ROCK
 ER0164_STAMPING: Z 47 1934
 ER0164_MARK LOGO: CGS   
 ER0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0164+STABILITY: POSITION/ELEVATION WELL
 ER0164
 ER0164  HISTORY     - Date     Condition        Report By
 ER0164  HISTORY     - 1934     MONUMENTED       CGS
 ER0164  HISTORY     - 1943     GOOD             NGS
 ER0164  HISTORY     - 1972     GOOD             USGS
 ER0164
 ER0164                          STATION DESCRIPTION
 ER0164
 ER0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0164'13.4 MI N FROM ST JOHNS.
 ER0164'13.4 MI. NORTH OF HIGH SCHOOL ALONG ST.HWY. NO. 61 ON STATE HWY. NO.
 ER0164'61, IN SANDSTONE OUTCROP WHERE HWY. PASSES THROUGH SEVERAL LARGE
 ER0164'BOULDERS, AND 19 FEET WEST OF CENTER LINE OF HWY.  TABLET IN SANDSTONE
 ER0164'BOULDER ABOUT 4 FEET HIGHER THAN ROAD BED.
 ER0164
 ER0164                          STATION RECOVERY (1943)
 ER0164
 ER0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 ER0164'RECOVERED IN GOOD CONDITION.
 ER0164
 ER0164                          STATION RECOVERY (1972)
 ER0164
 ER0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2333 ***********************************************************************
 CZ2333  DESIGNATION -  Z 47
 CZ2333  PID         -  CZ2333
 CZ2333  STATE/COUNTY-  AZ/PINAL
 CZ2333  USGS QUAD   -  CHUICHU (1992)
 CZ2333
 CZ2333                         *CURRENT SURVEY CONTROL
 CZ2333  ___________________________________________________________________
 CZ2333* NAD 83(1992)-  32 50 09.49902(N)    111 49 32.59831(W)     ADJUSTED  
 CZ2333* NAVD 88     -       421.89   (+/-2cm)    1384.2    (feet)  VERTCON   
 CZ2333  ___________________________________________________________________
 CZ2333  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CZ2333  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CZ2333  HORZ ORDER  -  FIRST
 CZ2333  VERT ORDER  -  THIRD ? (See Below)
 CZ2333
 CZ2333.The horizontal coordinates were established by classical geodetic methods
 CZ2333.and adjusted by the National Geodetic Survey in August 1993.
 CZ2333
 CZ2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2333.The vertical order pertains to the NGVD 29 superseded value.
 CZ2333
 CZ2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2333
 CZ2333.The geoid height was determined by GEOID03.
 CZ2333
 CZ2333;                    North         East     Units Scale Factor Converg.
 CZ2333;SPC AZ C     -   203,565.823   221,873.936   MT  0.99990089   +0 02 57.5
 CZ2333;SPC AZ C     -   667,866.87    727,932.86   iFT  0.99990089   +0 02 57.5
 CZ2333;UTM  12      - 3,633,404.978   422,720.991   MT  0.99967364   -0 26 51.9
 CZ2333
 CZ2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2333!SPC AZ C     -   0.99993852  x   0.99990089  =   0.99983942
 CZ2333!UTM  12      -   0.99993852  x   0.99967364  =   0.99961218
 CZ2333
 CZ2333|---------------------------------------------------------------------|
 CZ2333| PID    Reference Object                     Distance      Geod. Az  |
 CZ2333|                                                           dddmmss.s |
 CZ2333| CH6270 Z 47 RM E                             8.830 METERS 08920     |
 CZ2333| CZ2047 CASA GRANDE 2                       APPROX.10.7 KM 0993437.8 |
 CZ2333| CH6271 Z 47 RM S                             8.830 METERS 17920     |
 CZ2333|---------------------------------------------------------------------|
 CZ2333
 CZ2333                          SUPERSEDED SURVEY CONTROL
 CZ2333
 CZ2333  NAD 83(1986)-  32 50 09.49271(N)    111 49 32.59924(W) AD(       ) 1
 CZ2333  NAD 27      -  32 50 09.29556(N)    111 49 30.12747(W) AD(       ) 1
 CZ2333  NGVD 29 (07/19/86)  421.27   (m)         1382.1    (f) LEVELING    3  
 CZ2333
 CZ2333.Superseded values are not recommended for survey control.
 CZ2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2333.See file dsdata.txt to determine how the superseded data were derived.
 CZ2333
 CZ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2272133405(NAD 83)
 CZ2333_MARKER: DD = SURVEY DISK
 CZ2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2333+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2333
 CZ2333  HISTORY     - Date     Condition        Report By
 CZ2333  HISTORY     - 1966     MONUMENTED       DMA
 CZ2333  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2333
 CZ2333                          STATION DESCRIPTION
 CZ2333
 CZ2333'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2333'T-7-S.  R-5-E.  IN SECTION 3 NEAR THE SOUTHWEST CORNER.
 CZ2333'
 CZ2333'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2333'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2333'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2333'STAMPED--Z 47 1966 ARMY MAP SERVICE.
 CZ2333'
 CZ2333'THE STATION MARK IS LOCATED 76 FEET NORTH OF THE CENTERLINE OF
 CZ2333'EAST-WEST ROAD.  92 FEET EAST OF THE NORTH-SOUTH ROAD.  54 FEET
 CZ2333'EAST OF NORTH-SOUTH POWERLINE.
 CZ2333
 CZ2333                          STATION RECOVERY (2007)
 CZ2333
 CZ2333'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1201 ***********************************************************************
 DA1201  DESIGNATION -  Z 470
 DA1201  PID         -  DA1201
 DA1201  STATE/COUNTY-  AZ/PIMA
 DA1201  USGS QUAD   -  TILLOTSON PEAK (1990)
 DA1201
 DA1201                         *CURRENT SURVEY CONTROL
 DA1201  ___________________________________________________________________
 DA1201* NAD 83(1986)-  32 02 31.     (N)    112 47 43.     (W)     SCALED    
 DA1201* NAVD 88     -       536.792  (meters)    1761.13   (feet)  ADJUSTED  
 DA1201  ___________________________________________________________________
 DA1201  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DA1201  DYNAMIC HT  -         536.088 (meters)    1758.82  (feet)  COMP
 DA1201  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 DA1201
 DA1201  VERT ORDER  -  FIRST     CLASS II
 DA1201
 DA1201.The horizontal coordinates were scaled from a topographic map and have
 DA1201.an estimated accuracy of +/- 6 seconds.
 DA1201
 DA1201.The orthometric height was determined by differential leveling
 DA1201.and adjusted in June 1991.
 DA1201
 DA1201.The geoid height was determined by GEOID03.
 DA1201
 DA1201.The dynamic height is computed by dividing the NAVD 88
 DA1201.geopotential number by the normal gravity value computed on the
 DA1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DA1201.degrees latitude (g = 980.6199 gals.).
 DA1201
 DA1201.The modeled gravity was interpolated from observed gravity values.
 DA1201
 DA1201;                    North         East    Units  Estimated Accuracy
 DA1201;SPC AZ C     -   115,860.      130,380.      MT  (+/- 180 meters Scaled)
 DA1201
 DA1201                          SUPERSEDED SURVEY CONTROL
 DA1201
 DA1201.No superseded survey control is available for this station.
 DA1201
 DA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUA304464(NAD 83)
 DA1201_MARKER: I = METAL ROD
 DA1201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DA1201_SP_SET: STAINLESS STEEL ROD
 DA1201_STAMPING: Z 470 1981
 DA1201_MARK LOGO: NGS   
 DA1201_PROJECTION: FLUSH
 DA1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DA1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA1201+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 DA1201_ROD/PIPE-DEPTH: 1.2  meters
 DA1201
 DA1201  HISTORY     - Date     Condition        Report By
 DA1201  HISTORY     - 1981     MONUMENTED       NGS
 DA1201  HISTORY     - 19941110 GOOD             USPSQD
 DA1201  HISTORY     - 19970306 GOOD             USPSQD
 DA1201  HISTORY     - 20061112 GOOD             USPSQD
 DA1201
 DA1201                          STATION DESCRIPTION
 DA1201
 DA1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DA1201'25.8 KM (16.05 MI) SW FROM WHY.
 DA1201'25.8 KM (16.05 MI) SOUTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 DA1201'OF STATE HIGHWAY 86 IN WHY, AT HIGHWAY MILEPOST 69 AND A DIP IN THE
 DA1201'HIGHWAY, 11.4 M (37.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DA1201'6.1 M (20.0 FT) NORTHWEST OF THE MILEPOST. ROD DRIVEN TO REFUSAL.
 DA1201'THE MARK IS 06 METERS  SE FROM A WITNESS POST.
 DA1201'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 DA1201
 DA1201                          STATION RECOVERY (1994)
 DA1201
 DA1201'RECOVERY NOTE BY US POWER SQUADRON 1994
 DA1201'RECOVERED IN GOOD CONDITION.
 DA1201
 DA1201                          STATION RECOVERY (1997)
 DA1201
 DA1201'RECOVERY NOTE BY US POWER SQUADRON 1997
 DA1201'RECOVERED IN GOOD CONDITION.
 DA1201
 DA1201                          STATION RECOVERY (2006)
 DA1201
 DA1201'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 DA1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0722 ***********************************************************************
 EU0722  DESIGNATION -  Z 471
 EU0722  PID         -  EU0722
 EU0722  STATE/COUNTY-  AZ/MOHAVE
 EU0722  USGS QUAD   -  YUCCA SE (1970)
 EU0722
 EU0722                         *CURRENT SURVEY CONTROL
 EU0722  ___________________________________________________________________
 EU0722* NAD 83(1986)-  34 49 09.     (N)    114 03 53.     (W)     SCALED    
 EU0722* NAVD 88     -       696.482  (meters)    2285.04   (feet)  ADJUSTED  
 EU0722  ___________________________________________________________________
 EU0722  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EU0722  DYNAMIC HT  -         695.690 (meters)    2282.44  (feet)  COMP
 EU0722  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 EU0722  OBS GRAVITY -     979,471.0   (mgal)                       GRAV_OBS
 EU0722
 EU0722  VERT ORDER  -  FIRST     CLASS II
 EU0722
 EU0722.The horizontal coordinates were scaled from a topographic map and have
 EU0722.an estimated accuracy of +/- 6 seconds.
 EU0722
 EU0722.The orthometric height was determined by differential leveling
 EU0722.and adjusted in June 1991.
 EU0722
 EU0722.The geoid height was determined by GEOID03.
 EU0722
 EU0722.The dynamic height is computed by dividing the NAVD 88
 EU0722.geopotential number by the normal gravity value computed on the
 EU0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0722.degrees latitude (g = 980.6199 gals.).
 EU0722
 EU0722.The modeled gravity was interpolated from observed gravity values.
 EU0722.The observed gravity was obtained from relative gravimeter ties
 EU0722.to the IGSN71 gravity network.
 EU0722
 EU0722;                    North         East    Units  Estimated Accuracy
 EU0722;SPC AZ W     -   423,570.      184,570.      MT  (+/- 180 meters Scaled)
 EU0722
 EU0722                          SUPERSEDED SURVEY CONTROL
 EU0722
 EU0722.No superseded survey control is available for this station.
 EU0722
 EU0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU684569(NAD 83)
 EU0722_MARKER: I = METAL ROD
 EU0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EU0722_SP_SET: STAINLESS STEEL ROD
 EU0722_STAMPING: Z 471 1981
 EU0722_MARK LOGO: NGS   
 EU0722_PROJECTION: FLUSH
 EU0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0722_ROD/PIPE-DEPTH: 1.5  meters
 EU0722
 EU0722  HISTORY     - Date     Condition        Report By
 EU0722  HISTORY     - 1981     MONUMENTED       NGS
 EU0722
 EU0722                          STATION DESCRIPTION
 EU0722
 EU0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0722'10.85 KM (6.75 MI) SE FROM YUCCA.
 EU0722'10.85 KM (6.75 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 EU0722'INTERSTATE HIGHWAY 40 IN YUCCA, AT THE JUNCTION OF A DIRT ROAD LEADING
 EU0722'EAST-WEST, 14.6 METERS (48.0 FT) SOUTHWEST OF THE CENTERLINE OF ALAMO
 EU0722'ROAD, 20.1 METERS (66.0 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT
 EU0722'ROAD, 4.9 METERS (16.0 FT) SOUTHWEST OF A MOHAVE COUNTY SURVEY MARKER,
 EU0722'2.7 METERS (9.0 FT) NORTHEAST OF A JOSHUA TREE. ROD DRIVEN TO REFUSAL.
 EU0722'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 EU0722'THE MARK IS 0.8 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1322 ***********************************************************************
 DU1322  DESIGNATION -  Z 473
 DU1322  PID         -  DU1322
 DU1322  STATE/COUNTY-  AZ/MARICOPA
 DU1322  USGS QUAD   -  APACHE JUNCTION (1982)
 DU1322
 DU1322                         *CURRENT SURVEY CONTROL
 DU1322  ___________________________________________________________________
 DU1322* NAD 83(1986)-  33 23 53.     (N)    111 34 50.     (W)     SCALED    
 DU1322* NAVD 88     -       487.098  (meters)    1598.09   (feet)  ADJUSTED  
 DU1322  ___________________________________________________________________
 DU1322  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DU1322  DYNAMIC HT  -         486.509 (meters)    1596.15  (feet)  COMP
 DU1322  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 DU1322
 DU1322  VERT ORDER  -  FIRST     CLASS II
 DU1322
 DU1322.The horizontal coordinates were scaled from a topographic map and have
 DU1322.an estimated accuracy of +/- 6 seconds.
 DU1322
 DU1322.The orthometric height was determined by differential leveling
 DU1322.and adjusted in June 1991.
 DU1322
 DU1322.The geoid height was determined by GEOID03.
 DU1322
 DU1322.The dynamic height is computed by dividing the NAVD 88
 DU1322.geopotential number by the normal gravity value computed on the
 DU1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1322.degrees latitude (g = 980.6199 gals.).
 DU1322
 DU1322.The modeled gravity was interpolated from observed gravity values.
 DU1322
 DU1322;                    North         East    Units  Estimated Accuracy
 DU1322;SPC AZ C     -   265,950.      244,630.      MT  (+/- 180 meters Scaled)
 DU1322
 DU1322                          SUPERSEDED SURVEY CONTROL
 DU1322
 DU1322.No superseded survey control is available for this station.
 DU1322
 DU1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB460955(NAD 83)
 DU1322_MARKER: I = METAL ROD
 DU1322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DU1322_SP_SET: STAINLESS STEEL ROD
 DU1322_STAMPING: Z 473 1981
 DU1322_MARK LOGO: NGS   
 DU1322_PROJECTION: FLUSH
 DU1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1322_ROD/PIPE-DEPTH: 3.6  meters
 DU1322
 DU1322  HISTORY     - Date     Condition        Report By
 DU1322  HISTORY     - 1981     MONUMENTED       NGS
 DU1322  HISTORY     - 20061017 MARK NOT FOUND   GEOCAC
 DU1322
 DU1322                          STATION DESCRIPTION
 DU1322
 DU1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DU1322'4.8 KM (3.05 MI) SW FROM APACHE JUNCTION.
 DU1322'3.0 KILOMETERS (1.9 MILES) WEST ALONG U.S. HIGHWAY 60 FROM
 DU1322'THE JUNCTION OF STATE HIGHWAY 88 AT APACHE JUNCTION, THENCE 1.8
 DU1322'KILOMETERS (1.15 MILES) SOUTH ALONG MERIDIAN ROAD,
 DU1322'1.9 METERS (6.4 FEET) SOUTH OF THE FIRST POWER POLE FOR A SPUR LINE
 DU1322'LEADING TO A TRAILER PARK, 16.5 METERS (54.2
 DU1322'FEET) WEST OF THE CENTERLINE OF MERIDIAN ROAD, 80.8 METERS (265.0
 DU1322'FEET) NORTH OF THE CENTERLINE OF A PRIVATE DRIVE WITH STONE GATE
 DU1322'POSTS FOR 975 SOUTH MERIDIAN ROAD, 10.2 METERS (33.8 FEET) NORTHWEST
 DU1322'OF A T JUNCTION FENCE CORNER OF A WHITE BOARD FENCE AND A WIRE FENCE
 DU1322'WITH CITRUS TREES ON ITS SOUTH SIDE AND 5.6 METERS (18.3 FEET) NORTH
 DU1322'OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE WHITE FENCE.  NOTE
 DU1322'THE RODS WERE DRIVEN TO REFUSAL AT A DEPTH OF 3.6 METERS (12 FEET).
 DU1322'THE MARK IS 0.75 METERS  E FROM A WITNESS POST.
 DU1322'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DU1322
 DU1322                          STATION RECOVERY (2006)
 DU1322
 DU1322'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DU1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1263 ***********************************************************************
 DV1263  DESIGNATION -  Z 474
 DV1263  PID         -  DV1263
 DV1263  STATE/COUNTY-  AZ/MARICOPA
 DV1263  USGS QUAD   -  HEDGPETH HILLS (1981)
 DV1263
 DV1263                         *CURRENT SURVEY CONTROL
 DV1263  ___________________________________________________________________
 DV1263* NAD 83(2007)-  33 39 58.60434(N)    112 08 46.33946(W)     NO CHECK  
 DV1263* NAVD 88     -       414.243  (meters)    1359.06   (feet)  ADJUSTED  
 DV1263  ___________________________________________________________________
 DV1263  EPOCH DATE  -        2007.00
 DV1263  X           -  -2,003,296.553 (meters)                     COMP
 DV1263  Y           -  -4,922,133.522 (meters)                     COMP
 DV1263  Z           -   3,515,911.922 (meters)                     COMP
 DV1263  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DV1263  ELLIP HEIGHT-         384.638 (meters)          (02/10/07) NO CHECK
 DV1263  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DV1263  DYNAMIC HT  -         413.761 (meters)    1357.48  (feet)  COMP
 DV1263
 DV1263  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV1263  Type    PID    Designation                      North   East  Ellip
 DV1263  -------------------------------------------------------------------
 DV1263  NETWORK DV1263 Z 474                            49.69  23.83  88.94
 DV1263  -------------------------------------------------------------------
 DV1263  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 DV1263
 DV1263  VERT ORDER  -  FIRST     CLASS II
 DV1263
 DV1263.The horizontal coordinates were established by GPS observations
 DV1263.and adjusted by the National Geodetic Survey in February 2007.
 DV1263
 DV1263.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV1263.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV1263.No horizontal observational check was made to the station.
 DV1263.The horizontal coordinates are valid at the epoch date displayed above.
 DV1263.The epoch date for horizontal control is a decimal equivalence
 DV1263.of Year/Month/Day.
 DV1263
 DV1263.The orthometric height was determined by differential leveling
 DV1263.and adjusted in June 1991.
 DV1263
 DV1263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV1263
 DV1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV1263
 DV1263.The ellipsoidal height was determined by GPS observations
 DV1263.and is referenced to NAD 83.
 DV1263
 DV1263.The geoid height was determined by GEOID03.
 DV1263
 DV1263.The dynamic height is computed by dividing the NAVD 88
 DV1263.geopotential number by the normal gravity value computed on the
 DV1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1263.degrees latitude (g = 980.6199 gals.).
 DV1263
 DV1263.The modeled gravity was interpolated from observed gravity values.
 DV1263
 DV1263;                    North         East     Units Scale Factor Converg.
 DV1263;SPC AZ C     -   295,665.061   192,073.653   MT  0.99990558   -0 07 38.1
 DV1263;SPC AZ C     -   970,029.73    630,162.90   iFT  0.99990558   -0 07 38.1
 DV1263;UTM  12      - 3,725,743.935   393,735.529   MT  0.99973921   -0 38 07.7
 DV1263
 DV1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV1263!SPC AZ C     -   0.99993962  x   0.99990558  =   0.99984521
 DV1263!UTM  12      -   0.99993962  x   0.99973921  =   0.99967885
 DV1263
 DV1263                          SUPERSEDED SURVEY CONTROL
 DV1263
 DV1263  ELLIP H (06/11/02)  384.575  (m)                       GP(       ) 4 2
 DV1263  NAD 83(1992)-  33 39 58.60034(N)    112 08 46.33625(W) AD(       ) 1
 DV1263  ELLIP H (08/23/93)  384.730  (m)                       GP(       ) 4 2
 DV1263  NAD 83(1986)-  33 39 58.59570(N)    112 08 46.34213(W) AD(       ) 1
 DV1263  NGVD 29 (09/11/89)  413.51   (m)         1356.7    (f) LEVELING    3  
 DV1263
 DV1263.Superseded values are not recommended for survey control.
 DV1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1263.See file dsdata.txt to determine how the superseded data were derived.
 DV1263
 DV1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC9373625744(NAD 83)
 DV1263_MARKER: DB = BENCH MARK DISK
 DV1263_SETTING: 66 = SET IN ROCK OUTCROP
 DV1263_SP_SET: ROCK OUTCROP
 DV1263_STAMPING: Z 474 1981
 DV1263_MARK LOGO: NGS   
 DV1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1263+STABILITY: POSITION/ELEVATION WELL
 DV1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1263+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1986
 DV1263
 DV1263  HISTORY     - Date     Condition        Report By
 DV1263  HISTORY     - 1981     MONUMENTED       AZDT
 DV1263  HISTORY     - 1981     GOOD             NGS
 DV1263  HISTORY     - 1984     GOOD             AZDT
 DV1263  HISTORY     - 19861012 GOOD
 DV1263  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 DV1263
 DV1263                          STATION DESCRIPTION
 DV1263
 DV1263'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1981 (BWM)
 DV1263'THE STATION IS LOCATED ABOUT 24 KM (15 MI) NORTH-NORTHEAST OF
 DV1263'DOWNTOWN, PHOENIX.
 DV1263'
 DV1263'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HWY. 17
 DV1263'AND BEARDSLEY ROAD, GO WEST ON BEARDSLEY ROAD FOR 2.99 KM (1.85 MI)
 DV1263'TO A DIRT ROAD, TURN SOUTH ON THE DIRT ROAD (ALONG THE EAST SIDE
 DV1263'OF THE ATONEMENT LUTHERAN CHURCH) FOR 0.3 KM (0.2 MI) TO THE
 DV1263'STATION IN THE TOP OF A ROCK OUTCROP ON THE SOUTH SIDE OF A LARGE
 DV1263'CUT IN THE NORTH SIDE OF A BOULDER COVERED MOUNTAIN.
 DV1263'
 DV1263'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 DV1263'STAMPED---Z 474 1981---,
 DV1263'SET INTO A DRILL HOLE IN A ROCK OUTCROP.  LOCATED
 DV1263'22 METERS (72 FT) EAST FROM THE WEST END OF THE CUT,
 DV1263'46.6 METERS (153 FT) WEST FROM THE EAST EDGE OF THE HORIZONTAL CUT,
 DV1263'14.3 METERS (47 FT) SOUTH FROM THE NORTH EDGE OF THE HORIZONTAL CUT,
 DV1263'1.5 METERS (5 FT) WEST FROM A WITNESS POST.
 DV1263
 DV1263                          STATION RECOVERY (1981)
 DV1263
 DV1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1263'24.7 KM (15.35 MI) NW FROM PHOENIX.
 DV1263'21.4 KM (13.3 MI) NORTH ALONG INTERSTATE HIGHWAY 17 FROM THE
 DV1263'INTERSECTION OF GRAND AVENUE AT PHOENIX, THENCE 2.95 KM (1.85 MI)
 DV1263'WEST ALONG BEARDSLEY ROAD, THENCE 0.3 KM (0.2 MI) SOUTH ALONG A DIRT
 DV1263'ROAD, IN TOP OF A ROCK OUTCROP ON THE SOUTH SIDE OF A LARGE CUT IN THE
 DV1263'NORTH SIDE OF A BOULDER COVERED MOUNTAIN, 22. METERS (72 FT) EAST OF
 DV1263'THE WEST END OF THE CUT, 46.7 METERS (153 FT) WEST OF THE EAST EDGE
 DV1263'OF THE HORIZONTAL CUT, 14.3 METERS (47 FT) SOUTH OF THE NORTH EDGE OF
 DV1263'THE HORIZONTAL CUT.
 DV1263'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 DV1263'THE MARK IS 7.5 M ABOVE THE DESERT FLOOR.
 DV1263
 DV1263                          STATION RECOVERY (1984)
 DV1263
 DV1263'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1984
 DV1263'RECOVERED IN GOOD CONDITION.
 DV1263
 DV1263                          STATION RECOVERY (1986)
 DV1263
 DV1263'RECOVERED 1986
 DV1263'RECOVERED IN GOOD CONDITION.
 DV1263
 DV1263                          STATION RECOVERY (2004)
 DV1263
 DV1263'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 DV1263'NOT FOUND. WATER RUNNING THROUGH WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1236 ***********************************************************************
 DV1236  DESIGNATION -  Z 475
 DV1236  PID         -  DV1236
 DV1236  STATE/COUNTY-  AZ/MARICOPA
 DV1236  USGS QUAD   -  ARLINGTON (1984)
 DV1236
 DV1236                         *CURRENT SURVEY CONTROL
 DV1236  ___________________________________________________________________
 DV1236* NAD 83(1986)-  33 17 14.     (N)    112 47 54.     (W)     SCALED    
 DV1236* NAVD 88     -       241.697  (meters)     792.97   (feet)  ADJUSTED  
 DV1236  ___________________________________________________________________
 DV1236  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DV1236  DYNAMIC HT  -         241.419 (meters)     792.06  (feet)  COMP
 DV1236  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 DV1236
 DV1236  VERT ORDER  -  FIRST     CLASS II
 DV1236
 DV1236.The horizontal coordinates were scaled from a topographic map and have
 DV1236.an estimated accuracy of +/- 6 seconds.
 DV1236
 DV1236.The orthometric height was determined by differential leveling
 DV1236.and adjusted in June 1991.
 DV1236
 DV1236.The geoid height was determined by GEOID03.
 DV1236
 DV1236.The dynamic height is computed by dividing the NAVD 88
 DV1236.geopotential number by the normal gravity value computed on the
 DV1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1236.degrees latitude (g = 980.6199 gals.).
 DV1236
 DV1236.The modeled gravity was interpolated from observed gravity values.
 DV1236
 DV1236;                    North         East    Units  Estimated Accuracy
 DV1236;SPC AZ C     -   253,950.      131,240.      MT  (+/- 180 meters Scaled)
 DV1236
 DV1236                          SUPERSEDED SURVEY CONTROL
 DV1236
 DV1236.No superseded survey control is available for this station.
 DV1236
 DV1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB325845(NAD 83)
 DV1236_MARKER: DB = BENCH MARK DISK
 DV1236_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DV1236_SP_SET: DEEP WELL PAD ATTACHED TO CASI
 DV1236_STAMPING: Z 475 1981
 DV1236_MARK LOGO: NGS   
 DV1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1236+STABILITY: POSITION/ELEVATION WELL
 DV1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1236+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 DV1236
 DV1236  HISTORY     - Date     Condition        Report By
 DV1236  HISTORY     - 1981     MONUMENTED       NGS
 DV1236  HISTORY     - 20060128 GOOD             USPSQD
 DV1236  HISTORY     - 20060129 GOOD             USPSQD
 DV1236  HISTORY     - 20070413 GOOD             GEOCAC
 DV1236
 DV1236                          STATION DESCRIPTION
 DV1236
 DV1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1236'5.6 KM (3.5 MI) SW FROM ARLINGTON.
 DV1236'5.6 KM (3.5 MI) SOUTHWEST ALONG THE ARLINGTON-HASSAYAMPA ROAD FROM
 DV1236'THE POST OFFICE AT ARLINGTON, AT A DEEP WATER WELL IRRIGATION PUMP,
 DV1236'ON THE WEST BANK OF THEGILA BEND CANAL, IN TOP OF THE SOUTHWEST
 DV1236'CORNER OF THE CONCRETE PAD WHICH IS ATTACHED TO THE WELL CASING,
 DV1236'43 METERS (141 FT) EAST OF THE CENTERLINE OF THE ROAD, 6.7 METERS
 DV1236'(22 FT) EAST OF A POWER LINE POLE WITH 3 TRANSFORMERS, 1 METER
 DV1236'(3.3 FT) WEST-SOUTHWEST OF THE CENTER OF THE PUMP, 0.55 METER
 DV1236'(1.8 FT) EAST OF THE WEST EDGE OF THE PAD, 0.45 METER (1.5 FT) NORTH
 DV1236'OF THE SOUTH EDGE OF THE PAD.
 DV1236'THE MARK IS 0.3 M ABOVE THE GROUND.
 DV1236
 DV1236                          STATION RECOVERY (2006)
 DV1236
 DV1236'RECOVERY NOTE BY US POWER SQUADRON 2006 (CP)
 DV1236'RECOVERED AS DESCRIBED.
 DV1236
 DV1236                          STATION RECOVERY (2006)
 DV1236
 DV1236'RECOVERY NOTE BY US POWER SQUADRON 2006 (JP)
 DV1236'RECOVERED AS DESCRIBED.
 DV1236
 DV1236                          STATION RECOVERY (2007)
 DV1236
 DV1236'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1361 ***********************************************************************
 DV1361  DESIGNATION -  Z 476
 DV1361  PID         -  DV1361
 DV1361  STATE/COUNTY-  AZ/MARICOPA
 DV1361  USGS QUAD   -  COURTHOUSE WELL (1990)
 DV1361
 DV1361                         *CURRENT SURVEY CONTROL
 DV1361  ___________________________________________________________________
 DV1361* NAD 83(1986)-  33 35 45.     (N)    113 16 45.     (W)     SCALED    
 DV1361* NAVD 88     -       433.800  (meters)    1423.23   (feet)  ADJUSTED  
 DV1361  ___________________________________________________________________
 DV1361  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DV1361  DYNAMIC HT  -         433.287 (meters)    1421.54  (feet)  COMP
 DV1361  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 DV1361
 DV1361  VERT ORDER  -  FIRST     CLASS II
 DV1361
 DV1361.The horizontal coordinates were scaled from a topographic map and have
 DV1361.an estimated accuracy of +/- 6 seconds.
 DV1361
 DV1361.The orthometric height was determined by differential leveling
 DV1361.and adjusted in June 1991.
 DV1361
 DV1361.The geoid height was determined by GEOID03.
 DV1361
 DV1361.The dynamic height is computed by dividing the NAVD 88
 DV1361.geopotential number by the normal gravity value computed on the
 DV1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1361.degrees latitude (g = 980.6199 gals.).
 DV1361
 DV1361.The modeled gravity was interpolated from observed gravity values.
 DV1361
 DV1361;                    North         East    Units  Estimated Accuracy
 DV1361;SPC AZ C     -   288,660.       86,900.      MT  (+/- 180 meters Scaled)
 DV1361
 DV1361                          SUPERSEDED SURVEY CONTROL
 DV1361
 DV1361.No superseded survey control is available for this station.
 DV1361
 DV1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC885196(NAD 83)
 DV1361_MARKER: I = METAL ROD
 DV1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1361_SP_SET: STAINLESS STEEL ROD
 DV1361_STAMPING: Z 476 1981
 DV1361_MARK LOGO: NGS   
 DV1361_PROJECTION: FLUSH
 DV1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1361_ROD/PIPE-DEPTH: 6.1  meters
 DV1361
 DV1361  HISTORY     - Date     Condition        Report By
 DV1361  HISTORY     - 1981     MONUMENTED       NGS
 DV1361
 DV1361                          STATION DESCRIPTION
 DV1361
 DV1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1361'35.3 KM (21.95 MI) NW FROM TONOPAH.
 DV1361'11.0 KM (6.85 MI) WEST ALONG INDIAN SCHOOL ROAD FROM THE POST OFFICE
 DV1361'AT TONOPAH, THENCE 24.3 KM (15.1 MI) NORTHWEST ALONG SALOME ROAD,
 DV1361'ON TOP OF A LOW ROCKY RISE, AT A LOW CUT FOR THE ROAD, 21.2 METERS
 DV1361'(69.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 111.0 METERS
 DV1361'(367 FT) NORTHEAST OF UNDERGROUND CABLE WOODEN WITNESS POST 326, THE
 DV1361'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 20 FT.
 DV1361'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DV1361'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1388 ***********************************************************************
 DV1388  DESIGNATION -  Z 477
 DV1388  PID         -  DV1388
 DV1388  STATE/COUNTY-  AZ/LA PAZ
 DV1388  USGS QUAD   -  HOPE (1990)
 DV1388
 DV1388                         *CURRENT SURVEY CONTROL
 DV1388  ___________________________________________________________________
 DV1388* NAD 83(1986)-  33 44 57.     (N)    113 40 18.     (W)     SCALED    
 DV1388* NAVD 88     -       563.217  (meters)    1847.82   (feet)  ADJUSTED  
 DV1388  ___________________________________________________________________
 DV1388  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DV1388  DYNAMIC HT  -         562.559 (meters)    1845.66  (feet)  COMP
 DV1388  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 DV1388
 DV1388  VERT ORDER  -  FIRST     CLASS II
 DV1388
 DV1388.The horizontal coordinates were scaled from a topographic map and have
 DV1388.an estimated accuracy of +/- 6 seconds.
 DV1388
 DV1388.The orthometric height was determined by differential leveling
 DV1388.and adjusted in June 1991.
 DV1388
 DV1388.The geoid height was determined by GEOID03.
 DV1388
 DV1388.The dynamic height is computed by dividing the NAVD 88
 DV1388.geopotential number by the normal gravity value computed on the
 DV1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1388.degrees latitude (g = 980.6199 gals.).
 DV1388
 DV1388.The modeled gravity was interpolated from observed gravity values.
 DV1388
 DV1388;                    North         East    Units  Estimated Accuracy
 DV1388;SPC AZ W     -   304,850.      220,620.      MT  (+/- 180 meters Scaled)
 DV1388
 DV1388                          SUPERSEDED SURVEY CONTROL
 DV1388
 DV1388.No superseded survey control is available for this station.
 DV1388
 DV1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC525375(NAD 83)
 DV1388_MARKER: DB = BENCH MARK DISK
 DV1388_SETTING: 66 = SET IN ROCK OUTCROP
 DV1388_SP_SET: ROCK OUTCROP
 DV1388_STAMPING: Z 477 1981
 DV1388_MARK LOGO: NGS   
 DV1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV1388+STABILITY: POSITION/ELEVATION WELL
 DV1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV1388+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DV1388
 DV1388  HISTORY     - Date     Condition        Report By
 DV1388  HISTORY     - 1981     MONUMENTED       NGS
 DV1388  HISTORY     - 1981     GOOD             NGS
 DV1388  HISTORY     - 1981     GOOD             NGS
 DV1388  HISTORY     - 20060219 GOOD             USPSQD
 DV1388
 DV1388                          STATION DESCRIPTION
 DV1388
 DV1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1388'6.9 KM (4.3 MI) SW FROM SALOME.
 DV1388'6.9 KM (4.3 MI) SOUTHWEST ALONG US HIGHWAY 60 FROM THE JUNCTION OF
 DV1388'SALOME ROAD AT SALOME, IN TOP OF A GRANITE OUTCROP, AT THE WEST BASE
 DV1388'OF A BOULDER COVERED MOUNTAIN, 0.6 KM (0.4 MI) NORTHEAST OF HIGHWAY
 DV1388'MILE POST 52, 38.3 METERS (125.5 FT) EAST-SOUTHEAST OF AND ACROSS
 DV1388'THE OLD HIGHWAY FROM THE CENTERLINE OF THE HIGHWAY, 6.4 METERS (21 FT)
 DV1388'NORTHWEST OF POWER LINE POLE 39-5, 4.73 METERS (15.5 FT)
 DV1388'EAST-SOUTHEAST OF A 8-INCH DEEP INDIAN GRINDING HOLE IN THE
 DV1388'EAST-SOUTHEAST BASE OF A LONE 15 BY 15 BY 10 FOOT HIGH BROKEN GRANITE
 DV1388'BOULDER WITH INDIAN PETROGLYPHS ON ITS SOUTHWEST FACE WHICH IS IN THE
 DV1388'RIGHT OF WAY FENCE.
 DV1388'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DV1388'THE MARK IS 1 M ABOVE THE HIGHWAY.
 DV1388
 DV1388                          STATION RECOVERY (1981)
 DV1388
 DV1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1388'RECOVERED IN GOOD CONDITION.
 DV1388
 DV1388                          STATION RECOVERY (1981)
 DV1388
 DV1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DV1388'RECOVERED IN GOOD CONDITION.
 DV1388
 DV1388                          STATION RECOVERY (2006)
 DV1388
 DV1388'RECOVERY NOTE BY US POWER SQUADRON 2006
 DV1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW1307 ***********************************************************************
 DW1307  DESIGNATION -  Z 478
 DW1307  PID         -  DW1307
 DW1307  STATE/COUNTY-  AZ/LA PAZ
 DW1307  USGS QUAD   -  QUARTZSITE (1990)
 DW1307
 DW1307                         *CURRENT SURVEY CONTROL
 DW1307  ___________________________________________________________________
 DW1307* NAD 83(1986)-  33 40 00.     (N)    114 11 02.     (W)     SCALED    
 DW1307* NAVD 88     -       298.671  (meters)     979.89   (feet)  ADJUSTED  
 DW1307  ___________________________________________________________________
 DW1307  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DW1307  DYNAMIC HT  -         298.334 (meters)     978.78  (feet)  COMP
 DW1307  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 DW1307
 DW1307  VERT ORDER  -  FIRST     CLASS II
 DW1307
 DW1307.The horizontal coordinates were scaled from a topographic map and have
 DW1307.an estimated accuracy of +/- 6 seconds.
 DW1307
 DW1307.The orthometric height was determined by differential leveling
 DW1307.and adjusted in June 1991.
 DW1307
 DW1307.The geoid height was determined by GEOID03.
 DW1307
 DW1307.The dynamic height is computed by dividing the NAVD 88
 DW1307.geopotential number by the normal gravity value computed on the
 DW1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1307.degrees latitude (g = 980.6199 gals.).
 DW1307
 DW1307.The modeled gravity was interpolated from observed gravity values.
 DW1307
 DW1307;                    North         East    Units  Estimated Accuracy
 DW1307;SPC AZ W     -   295,780.      173,120.      MT  (+/- 180 meters Scaled)
 DW1307
 DW1307                          SUPERSEDED SURVEY CONTROL
 DW1307
 DW1307.No superseded survey control is available for this station.
 DW1307
 DW1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT611287(NAD 83)
 DW1307_MARKER: DB = BENCH MARK DISK
 DW1307_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DW1307_SP_SET: BRIDGE HEADWALL
 DW1307_STAMPING: Z 478 1981
 DW1307_MARK LOGO: NGS   
 DW1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW1307
 DW1307  HISTORY     - Date     Condition        Report By
 DW1307  HISTORY     - 1981     MONUMENTED       NGS
 DW1307  HISTORY     - 20090218 GOOD             GEOCAC
 DW1307
 DW1307                          STATION DESCRIPTION
 DW1307
 DW1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DW1307'3.2 KM (2.0 MI) EAST FROM QUARTZSITE.
 DW1307'3.2 KM (2.0 MI) EAST ALONG INTERSTATE HIGHWAY 10 FROM THE U.S. HIGHWAY
 DW1307'95 OVERPASS IN QUARTZSITE, 0.25 KM (0.15 MI) WEST OF HIGHWAY MILEPOST
 DW1307'21, SET IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF A FIVE CHANNEL
 DW1307'BRIDGE FOR THE INTERSTATE, 12.5 METERS (41.0 FT) SOUTH OF THE
 DW1307'CENTERLINE OF THE EAST-BOUND LANES.
 DW1307'THE MARK IS 0.2 M BELOW THE EAST-BOUND CENTERLINE.
 DW1307
 DW1307                          STATION RECOVERY (2009)
 DW1307
 DW1307'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 DW1307'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED
 DW1307'COORDINATES OF N 33 40 02.0 W 114 10 58.4 (DMS).  NOTE THE
 DW1307'REFERENCED BRIDGE HAS 4 CHANNELS, NOT 5 AS INDICATED BY THE
 DW1307'1981 REPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1481 ***********************************************************************
 DV1481  DESIGNATION -  Z 479
 DV1481  PID         -  DV1481
 DV1481  STATE/COUNTY-  AZ/LA PAZ
 DV1481  USGS QUAD   -  CUNNINGHAM PASS (1990)
 DV1481
 DV1481                         *CURRENT SURVEY CONTROL
 DV1481  ___________________________________________________________________
 DV1481* NAD 83(1986)-  33 52 40.     (N)    113 32 42.     (W)     SCALED    
 DV1481* NAVD 88     -       625.705  (meters)    2052.83   (feet)  ADJUSTED  
 DV1481  ___________________________________________________________________
 DV1481  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DV1481  DYNAMIC HT  -         624.963 (meters)    2050.40  (feet)  COMP
 DV1481  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 DV1481  OBS GRAVITY -     979,428.0   (mgal)                       GRAV_OBS
 DV1481
 DV1481  VERT ORDER  -  FIRST     CLASS II
 DV1481
 DV1481.The horizontal coordinates were scaled from a topographic map and have
 DV1481.an estimated accuracy of +/- 6 seconds.
 DV1481
 DV1481.The orthometric height was determined by differential leveling
 DV1481.and adjusted in June 1991.
 DV1481
 DV1481.The geoid height was determined by GEOID03.
 DV1481
 DV1481.The dynamic height is computed by dividing the NAVD 88
 DV1481.geopotential number by the normal gravity value computed on the
 DV1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV1481.degrees latitude (g = 980.6199 gals.).
 DV1481
 DV1481.The modeled gravity was interpolated from observed gravity values.
 DV1481.The observed gravity was obtained from relative gravimeter ties
 DV1481.to the IGSN71 gravity network.
 DV1481
 DV1481;                    North         East    Units  Estimated Accuracy
 DV1481;SPC AZ W     -   319,130.      232,330.      MT  (+/- 180 meters Scaled)
 DV1481
 DV1481                          SUPERSEDED SURVEY CONTROL
 DV1481
 DV1481.No superseded survey control is available for this station.
 DV1481
 DV1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC646515(NAD 83)
 DV1481_MARKER: I = METAL ROD
 DV1481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DV1481_SP_SET: STAINLESS STEEL ROD
 DV1481_STAMPING: Z 479 1981
 DV1481_MARK LOGO: NGS   
 DV1481_PROJECTION: FLUSH
 DV1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV1481_ROD/PIPE-DEPTH: 7.2  meters
 DV1481
 DV1481  HISTORY     - Date     Condition        Report By
 DV1481  HISTORY     - 1981     MONUMENTED       NGS
 DV1481
 DV1481                          STATION DESCRIPTION
 DV1481
 DV1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DV1481'6.6 KM (4.15 MI) NORTH FROM WENDEN.
 DV1481'6.6 KM (4.15 MI) NORTH ALONG THE WENDEN-LAKE ALAMO ROAD FROM THE
 DV1481'JUNCTION OF U.S. HIGHWAY 60 IN WENDEN, IN THE SOUTHWEST CORNER OF A T
 DV1481'JUNCTION OF A DIRT ROAD LEADING WEST TO WINCHESTER RESERVOIR, 54.6
 DV1481'METERS (179 FT) WEST OF THE CENTERLINE OF THE ROAD, 31.7 METERS (104
 DV1481'FT) SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 1.4 METERS (4.6 FT)
 DV1481'NORTH OF A POWER POLE WITH 14 TRANSISTERS AND ONE SMALL TRANSFORMER.
 DV1481'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DV1481'THE MARK IS 0.3 M BELOW THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0039 ***********************************************************************
 GP0039  DESIGNATION -  Z 48
 GP0039  PID         -  GP0039
 GP0039  STATE/COUNTY-  AZ/NAVAJO
 GP0039  USGS QUAD   -  MARSH PASS (1968)
 GP0039
 GP0039                         *CURRENT SURVEY CONTROL
 GP0039  ___________________________________________________________________
 GP0039* NAD 83(1986)-  36 38 56.     (N)    110 25 49.     (W)     SCALED    
 GP0039* NAVD 88     -      1896.893  (meters)    6223.39   (feet)  ADJUSTED  
 GP0039  ___________________________________________________________________
 GP0039  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GP0039  DYNAMIC HT  -        1894.553 (meters)    6215.71  (feet)  COMP
 GP0039  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 GP0039
 GP0039  VERT ORDER  -  FIRST     CLASS II
 GP0039
 GP0039.The horizontal coordinates were scaled from a topographic map and have
 GP0039.an estimated accuracy of +/- 6 seconds.
 GP0039
 GP0039.The orthometric height was determined by differential leveling
 GP0039.and adjusted in June 1991.
 GP0039
 GP0039.The geoid height was determined by GEOID03.
 GP0039
 GP0039.The dynamic height is computed by dividing the NAVD 88
 GP0039.geopotential number by the normal gravity value computed on the
 GP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0039.degrees latitude (g = 980.6199 gals.).
 GP0039
 GP0039.The modeled gravity was interpolated from observed gravity values.
 GP0039
 GP0039;                    North         East    Units  Estimated Accuracy
 GP0039;SPC AZ E     -   626,540.      189,790.      MT  (+/- 180 meters Scaled)
 GP0039
 GP0039                          SUPERSEDED SURVEY CONTROL
 GP0039
 GP0039  NGVD 29 (??/??/92) 1895.927  (m)         6220.22   (f) ADJ UNCH    1 2
 GP0039
 GP0039.Superseded values are not recommended for survey control.
 GP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0039.See file dsdata.txt to determine how the superseded data were derived.
 GP0039
 GP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF509560(NAD 83)
 GP0039_MARKER: DB = BENCH MARK DISK
 GP0039_SETTING: 66 = SET IN ROCK OUTCROP
 GP0039_SP_SET: SANDSTONE OUTCROP
 GP0039_STAMPING: Z 48 1934
 GP0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0039+STABILITY: POSITION/ELEVATION WELL
 GP0039
 GP0039  HISTORY     - Date     Condition        Report By
 GP0039  HISTORY     - 1934     MONUMENTED       CGS
 GP0039  HISTORY     - 1968     MARK NOT FOUND   USGS
 GP0039
 GP0039                          STATION DESCRIPTION
 GP0039
 GP0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0039'12.0 MI SW FROM KAYENTA.
 GP0039'12.0 MILES SOUTHWEST ALONG THE TUBA CITY ROAD FROM KAYENTA, NAVAJO
 GP0039'COUNTY, 0.1 MILE NORTHEAST OF A ROUGH TIMBER BRIDGE, 30 YARDS
 GP0039'SOUTHWEST OF A GULLY CROSSING THE ROAD, 65 YARDS SOUTHEAST OF THE
 GP0039'BRINK OF A CANYON, 36 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, IN
 GP0039'THE TOP OF A RED SANDSTONE OUTCROP, AND ABOUT 1 FOOT ABOVE THE GROUND.
 GP0039'A STANDARD DISK, STAMPED Z 48 1934.
 GP0039
 GP0039                          STATION RECOVERY (1968)
 GP0039
 GP0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GP0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2332 ***********************************************************************
 CZ2332  DESIGNATION -  Z 48
 CZ2332  PID         -  CZ2332
 CZ2332  STATE/COUNTY-  AZ/PINAL
 CZ2332  USGS QUAD   -  CHUICHU (1992)
 CZ2332
 CZ2332                         *CURRENT SURVEY CONTROL
 CZ2332  ___________________________________________________________________
 CZ2332* NAD 83(1992)-  32 49 15.38599(N)    111 49 32.56991(W)     ADJUSTED  
 CZ2332* NAVD 88     -       424.71   (+/-2cm)    1393.4    (feet)  VERTCON   
 CZ2332  ___________________________________________________________________
 CZ2332  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CZ2332  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2332  HORZ ORDER  -  FIRST
 CZ2332  VERT ORDER  -  THIRD ? (See Below)
 CZ2332
 CZ2332.The horizontal coordinates were established by classical geodetic methods
 CZ2332.and adjusted by the National Geodetic Survey in August 1993.
 CZ2332
 CZ2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2332.The vertical order pertains to the NGVD 29 superseded value.
 CZ2332
 CZ2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2332
 CZ2332.The geoid height was determined by GEOID03.
 CZ2332
 CZ2332;                    North         East     Units Scale Factor Converg.
 CZ2332;SPC AZ C     -   201,898.986   221,876.109   MT  0.99990089   +0 02 57.5
 CZ2332;SPC AZ C     -   662,398.25    727,939.99   iFT  0.99990089   +0 02 57.5
 CZ2332;UTM  12      - 3,631,738.563   422,708.709   MT  0.99967366   -0 26 51.3
 CZ2332
 CZ2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2332!SPC AZ C     -   0.99993808  x   0.99990089  =   0.99983898
 CZ2332!UTM  12      -   0.99993808  x   0.99967366  =   0.99961176
 CZ2332
 CZ2332|---------------------------------------------------------------------|
 CZ2332| PID    Reference Object                     Distance      Geod. Az  |
 CZ2332|                                                           dddmmss.s |
 CZ2332| CH6272 Z 48 RM E                             8.814 METERS 08925     |
 CZ2332| CH6273 Z 48 RM S                             8.822 METERS 17925     |
 CZ2332| CZ2363 W 51X                               APPROX. 7.3 KM 2294402.1 |
 CZ2332|---------------------------------------------------------------------|
 CZ2332
 CZ2332                          SUPERSEDED SURVEY CONTROL
 CZ2332
 CZ2332  NAD 83(1986)-  32 49 15.37966(N)    111 49 32.57073(W) AD(       ) 1
 CZ2332  NAD 27      -  32 49 15.18097(N)    111 49 30.10036(W) AD(       ) 1
 CZ2332  NGVD 29 (07/19/86)  424.09   (m)         1391.4    (f) LEVELING    3  
 CZ2332
 CZ2332.Superseded values are not recommended for survey control.
 CZ2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2332.See file dsdata.txt to determine how the superseded data were derived.
 CZ2332
 CZ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2270931739(NAD 83)
 CZ2332_MARKER: DD = SURVEY DISK
 CZ2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2332+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2332
 CZ2332  HISTORY     - Date     Condition        Report By
 CZ2332  HISTORY     - 1966     MONUMENTED       DMA
 CZ2332  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2332
 CZ2332                          STATION DESCRIPTION
 CZ2332
 CZ2332'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2332'T-7-S.  R-5-E.  IN SECTION 15 NEAR THE NORTHWEST CORNER.
 CZ2332'
 CZ2332'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2332'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2332'0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2332'STAMPED--Z 48 1966 ARMY MAP SERVICE.
 CZ2332'
 CZ2332'THE STATION MARK IS LOCATED 53 FEET EAST OF THE NORTH-SOUTH
 CZ2332'POWERLINE.  86 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 CZ2332'ROAD.  65 FEET SOUTH OF EAST-WEST FENCE.
 CZ2332
 CZ2332                          STATION RECOVERY (2007)
 CZ2332
 CZ2332'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0779 ***********************************************************************
 ET0779  DESIGNATION -  Z 480
 ET0779  PID         -  ET0779
 ET0779  STATE/COUNTY-  AZ/MOHAVE
 ET0779  USGS QUAD   -  ALAMO DAM (1990)
 ET0779
 ET0779                         *CURRENT SURVEY CONTROL
 ET0779  ___________________________________________________________________
 ET0779* NAD 83(1986)-  34 14 19.     (N)    113 36 20.     (W)     SCALED    
 ET0779* NAVD 88     -       398.889  (meters)    1308.69   (feet)  ADJUSTED  
 ET0779  ___________________________________________________________________
 ET0779  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ET0779  DYNAMIC HT  -         398.448 (meters)    1307.24  (feet)  COMP
 ET0779  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 ET0779
 ET0779  VERT ORDER  -  FIRST     CLASS II
 ET0779
 ET0779.The horizontal coordinates were scaled from a topographic map and have
 ET0779.an estimated accuracy of +/- 6 seconds.
 ET0779
 ET0779.The orthometric height was determined by differential leveling
 ET0779.and adjusted in June 1991.
 ET0779
 ET0779.The geoid height was determined by GEOID03.
 ET0779
 ET0779.The dynamic height is computed by dividing the NAVD 88
 ET0779.geopotential number by the normal gravity value computed on the
 ET0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0779.degrees latitude (g = 980.6199 gals.).
 ET0779
 ET0779.The modeled gravity was interpolated from observed gravity values.
 ET0779
 ET0779;                    North         East    Units  Estimated Accuracy
 ET0779;SPC AZ W     -   359,140.      226,670.      MT  (+/- 180 meters Scaled)
 ET0779
 ET0779                          SUPERSEDED SURVEY CONTROL
 ET0779
 ET0779.No superseded survey control is available for this station.
 ET0779
 ET0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STC600916(NAD 83)
 ET0779_MARKER: DB = BENCH MARK DISK
 ET0779_SETTING: 66 = SET IN ROCK OUTCROP
 ET0779_SP_SET: ROCK OUTCROP
 ET0779_STAMPING: Z 480 1981
 ET0779_MARK LOGO: NGS   
 ET0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0779+STABILITY: POSITION/ELEVATION WELL
 ET0779
 ET0779  HISTORY     - Date     Condition        Report By
 ET0779  HISTORY     - 1981     MONUMENTED       NGS
 ET0779
 ET0779                          STATION DESCRIPTION
 ET0779
 ET0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0779'1.6 KM (1.0 MI) NORTH FROM ALAMO LAKE.
 ET0779'1.0 KM (0.65 MI) NORTH ACROSS ALAMO DAM AND ALONG A JEEP TRAIL FROM
 ET0779'THE SOUTHEAST END OF THE DAM, THENCE 0.6 KM (0.35 MI) NORTH ALONG A
 ET0779'JEEP TRAIL THROUGH A GATE IN A BARBED WIRE FENCE, AT THE CENTER OF A
 ET0779'SMALL DRY WASH ON THE OUTSIDE OF A CURVE IN THE JEEP TRAIL, SET IN TOP
 ET0779'OF THE NORTHEAST END OF A MASSIVE ROCK OUTCROP, 10.0 METERS (32.9 FT)
 ET0779'SOUTHWEST OF THE CENTERLINE OF THE JEEP TRAIL, 17.7 METERS (58.0 FT)
 ET0779'NORTH OF THE NORTH EDGE OF A 5 X 5 FOOT BOULDER PROJECTING 8 FEET, 1.5
 ET0779'METERS (5.0 FT) NORTHWEST OF THE CENTERLINE OF THE WASH.
 ET0779'THE MARK IS 3.8 METERS  N FROM A WITNESS POST.
 ET0779'THE MARK IS 2.4 M BELOW THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0802 ***********************************************************************
 ET0802  DESIGNATION -  Z 481
 ET0802  PID         -  ET0802
 ET0802  STATE/COUNTY-  AZ/MOHAVE
 ET0802  USGS QUAD   -  SIGNAL (1990)
 ET0802
 ET0802                         *CURRENT SURVEY CONTROL
 ET0802  ___________________________________________________________________
 ET0802* NAD 83(1986)-  34 25 07.     (N)    113 44 27.     (W)     SCALED    
 ET0802* NAVD 88     -       742.717  (meters)    2436.73   (feet)  ADJUSTED  
 ET0802  ___________________________________________________________________
 ET0802  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 ET0802  DYNAMIC HT  -         741.850 (meters)    2433.89  (feet)  COMP
 ET0802  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 ET0802  OBS GRAVITY -     979,443.3   (mgal)                       GRAV_OBS
 ET0802
 ET0802  VERT ORDER  -  FIRST     CLASS II
 ET0802
 ET0802.The horizontal coordinates were scaled from a topographic map and have
 ET0802.an estimated accuracy of +/- 6 seconds.
 ET0802
 ET0802.The orthometric height was determined by differential leveling
 ET0802.and adjusted in June 1991.
 ET0802
 ET0802.The geoid height was determined by GEOID03.
 ET0802
 ET0802.The dynamic height is computed by dividing the NAVD 88
 ET0802.geopotential number by the normal gravity value computed on the
 ET0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ET0802.degrees latitude (g = 980.6199 gals.).
 ET0802
 ET0802.The modeled gravity was interpolated from observed gravity values.
 ET0802.The observed gravity was obtained from relative gravimeter ties
 ET0802.to the IGSN71 gravity network.
 ET0802
 ET0802;                    North         East    Units  Estimated Accuracy
 ET0802;SPC AZ W     -   379,100.      214,200.      MT  (+/- 180 meters Scaled)
 ET0802
 ET0802                          SUPERSEDED SURVEY CONTROL
 ET0802
 ET0802.No superseded survey control is available for this station.
 ET0802
 ET0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STD481119(NAD 83)
 ET0802_MARKER: DB = BENCH MARK DISK
 ET0802_SETTING: 66 = SET IN ROCK OUTCROP
 ET0802_SP_SET: ROCK OUTCROP
 ET0802_STAMPING: Z 481 1981
 ET0802_MARK LOGO: NGS   
 ET0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ET0802+STABILITY: POSITION/ELEVATION WELL
 ET0802
 ET0802  HISTORY     - Date     Condition        Report By
 ET0802  HISTORY     - 1981     MONUMENTED       NGS
 ET0802
 ET0802                          STATION DESCRIPTION
 ET0802
 ET0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ET0802'69.1 KM (42.9 MI) SE FROM YUCCA.
 ET0802'69.1 KM (42.9 MI) SOUTHEAST ALONG ALAMO ROAD FROM THE JUNCTION OF
 ET0802'INTERSTATE HIGHWAY 40 IN YUCCA, 0.55 KM (0.35 MI) NORTH OF A HIGH
 ET0802'TENSION POWER LINE CROSSING, 0.3 KM (0.2 MI) NORTH OF BAKER WELL, ON
 ET0802'THE INSIDE OF A Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO BAKER
 ET0802'WELL, AT THE NORTH END OF A LOW CUT BANK, SET IN TOP OF A BROWN
 ET0802'GRANITE OUTCROP, 4.9 METERS (16.0 FT) WEST OF THE CENTERLINE OF THE
 ET0802'ROAD, 43.0 METERS (141 FT) SOUTH OF THE CENTERLINE OF A PROMINENT DRY
 ET0802'WASH, 17.8 METERS (58.5 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT
 ET0802'ROAD.
 ET0802'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 ET0802'THE MARK IS 0.9 M ABOVE ALAMO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 EU0777 ***********************************************************************
 EU0777  DESIGNATION -  Z 484
 EU0777  PID         -  EU0777
 EU0777  STATE/COUNTY-  AZ/MOHAVE
 EU0777  USGS QUAD   -  BUCK MOUNTAINS (1970)
 EU0777
 EU0777                         *CURRENT SURVEY CONTROL
 EU0777  ___________________________________________________________________
 EU0777* NAD 83(1986)-  34 44 33.     (N)    114 14 20.     (W)     SCALED    
 EU0777* NAVD 88     -       370.392  (meters)    1215.19   (feet)  ADJUSTED  
 EU0777  ___________________________________________________________________
 EU0777  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 EU0777  DYNAMIC HT  -         369.991 (meters)    1213.88  (feet)  COMP
 EU0777  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 EU0777
 EU0777  VERT ORDER  -  FIRST     CLASS II
 EU0777
 EU0777.The horizontal coordinates were scaled from a topographic map and have
 EU0777.an estimated accuracy of +/- 6 seconds.
 EU0777
 EU0777.The orthometric height was determined by differential leveling
 EU0777.and adjusted in June 1991.
 EU0777
 EU0777.The geoid height was determined by GEOID03.
 EU0777
 EU0777.The dynamic height is computed by dividing the NAVD 88
 EU0777.geopotential number by the normal gravity value computed on the
 EU0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0777.degrees latitude (g = 980.6199 gals.).
 EU0777
 EU0777.The modeled gravity was interpolated from observed gravity values.
 EU0777
 EU0777;                    North         East    Units  Estimated Accuracy
 EU0777;SPC AZ W     -   415,130.      168,590.      MT  (+/- 180 meters Scaled)
 EU0777
 EU0777                          SUPERSEDED SURVEY CONTROL
 EU0777
 EU0777.No superseded survey control is available for this station.
 EU0777
 EU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU527479(NAD 83)
 EU0777_MARKER: DB = BENCH MARK DISK
 EU0777_SETTING: 66 = SET IN ROCK OUTCROP
 EU0777_SP_SET: ROCK OUTCROP
 EU0777_STAMPING: Z 484 1981
 EU0777_MARK LOGO: NGS   
 EU0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0777+STABILITY: POSITION/ELEVATION WELL
 EU0777
 EU0777  HISTORY     - Date     Condition        Report By
 EU0777  HISTORY     - 1981     MONUMENTED       NGS
 EU0777
 EU0777                          STATION DESCRIPTION
 EU0777
 EU0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EU0777'17.4 KM (10.8 MI) SW FROM YUCCA.
 EU0777'17.4 KM (10.8 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 40 FROM THE ALAMO
 EU0777'ROAD OVERPASS IN YUCCA, IN TOP OF A GRANITE OUTCROP IN THE MEADIN, 1.0
 EU0777'KM (0.6 MI) SOUTHWEST OF MILEPOST 15, 15.9 METERS (52.5 FT) SOUTHEAST
 EU0777'OF THE CENTERLINE OF THE WEST BOUND LANES, 42.1 METERS (138 FT)
 EU0777'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 EU0777'CULVERT UNDER THE WEST BOUND TRAFFIC LANES.
 EU0777'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 EU0777'THE MARK IS 2.0 M ABOVE THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0916 ***********************************************************************
 FS0916  DESIGNATION -  Z 485
 FS0916  PID         -  FS0916
 FS0916  STATE/COUNTY-  AZ/MOHAVE
 FS0916  USGS QUAD   -  KINGMAN (1980)
 FS0916
 FS0916                         *CURRENT SURVEY CONTROL
 FS0916  ___________________________________________________________________
 FS0916* NAD 83(1986)-  35 12 09.     (N)    114 05 08.     (W)     SCALED    
 FS0916* NAVD 88     -      1078.359  (meters)    3537.92   (feet)  ADJUSTED  
 FS0916  ___________________________________________________________________
 FS0916  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0916  DYNAMIC HT  -        1077.086 (meters)    3533.74  (feet)  COMP
 FS0916  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 FS0916
 FS0916  VERT ORDER  -  FIRST     CLASS II
 FS0916
 FS0916.The horizontal coordinates were scaled from a topographic map and have
 FS0916.an estimated accuracy of +/- 6 seconds.
 FS0916
 FS0916.The orthometric height was determined by differential leveling
 FS0916.and adjusted in June 1991.
 FS0916
 FS0916.The geoid height was determined by GEOID03.
 FS0916
 FS0916.The dynamic height is computed by dividing the NAVD 88
 FS0916.geopotential number by the normal gravity value computed on the
 FS0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0916.degrees latitude (g = 980.6199 gals.).
 FS0916
 FS0916.The modeled gravity was interpolated from observed gravity values.
 FS0916
 FS0916;                    North         East    Units  Estimated Accuracy
 FS0916;SPC AZ W     -   466,110.      182,810.      MT  (+/- 180 meters Scaled)
 FS0916
 FS0916                          SUPERSEDED SURVEY CONTROL
 FS0916
 FS0916.No superseded survey control is available for this station.
 FS0916
 FS0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU653993(NAD 83)
 FS0916_MARKER: DB = BENCH MARK DISK
 FS0916_SETTING: 66 = SET IN ROCK OUTCROP
 FS0916_SP_SET: ROCK OUTCROP
 FS0916_STAMPING: Z 485 1982
 FS0916_MARK LOGO: NGS   
 FS0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0916+STABILITY: POSITION/ELEVATION WELL
 FS0916
 FS0916  HISTORY     - Date     Condition        Report By
 FS0916  HISTORY     - 1982     MONUMENTED       NGS
 FS0916
 FS0916                          STATION DESCRIPTION
 FS0916
 FS0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FS0916'2.4 KM (1.5 MI) NW FROM KINGMAN.
 FS0916'2.4 KM (1.5 MI) NORTHWEST ALONG US HIGHWAY 93 FROM THE INTERSTATE
 FS0916'HIGHWAY 40 OVERPASS IN KINGMAN, IN TOP OF A LOW PORTION OF MASSIVE
 FS0916'OUTCROP ON THE SOUTHEAST EDGE OF A RAVINE UNDER A 90 DEGREE ANGLE IN
 FS0916'POWER LINE POLES, 17.3 METERS (57 FT) SOUTHWEST OF THE CENTERLINE OF
 FS0916'THE HIGHWAY, 8.8 METERS (29 FT) NORTHEAST OF A FENCE, 5.7 METERS (19
 FS0916'FT) SOUTH OF THE SOUTHWEST END OF A 36-INCH METAL PIPE CULVERT, 18.2
 FS0916'METERS (60 FT) WEST OF THE NORTHWEST END OF A ROCK CUT.
 FS0916'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FS0916'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0700 ***********************************************************************
 FR0700  DESIGNATION -  Z 486
 FR0700  PID         -  FR0700
 FR0700  STATE/COUNTY-  AZ/MOHAVE
 FR0700  USGS QUAD   -  VALENTINE (1980)
 FR0700
 FR0700                         *CURRENT SURVEY CONTROL
 FR0700  ___________________________________________________________________
 FR0700* NAD 83(1986)-  35 23 03.     (N)    113 39 40.     (W)     SCALED    
 FR0700* NAVD 88     -      1156.485  (meters)    3794.23   (feet)  ADJUSTED  
 FR0700  ___________________________________________________________________
 FR0700  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FR0700  DYNAMIC HT  -        1155.078 (meters)    3789.62  (feet)  COMP
 FR0700  MODELED GRAV-     979,377.4   (mgal)                       NAVD 88
 FR0700
 FR0700  VERT ORDER  -  FIRST     CLASS II
 FR0700
 FR0700.The horizontal coordinates were scaled from a topographic map and have
 FR0700.an estimated accuracy of +/- 6 seconds.
 FR0700
 FR0700.The orthometric height was determined by differential leveling
 FR0700.and adjusted in June 1991.
 FR0700
 FR0700.The geoid height was determined by GEOID03.
 FR0700
 FR0700.The dynamic height is computed by dividing the NAVD 88
 FR0700.geopotential number by the normal gravity value computed on the
 FR0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0700.degrees latitude (g = 980.6199 gals.).
 FR0700
 FR0700.The modeled gravity was interpolated from observed gravity values.
 FR0700
 FR0700;                    North         East    Units  Estimated Accuracy
 FR0700;SPC AZ W     -   486,210.      221,440.      MT  (+/- 180 meters Scaled)
 FR0700
 FR0700                          SUPERSEDED SURVEY CONTROL
 FR0700
 FR0700.No superseded survey control is available for this station.
 FR0700
 FR0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE582188(NAD 83)
 FR0700_MARKER: DB = BENCH MARK DISK
 FR0700_SETTING: 66 = SET IN ROCK OUTCROP
 FR0700_SP_SET: ROCK OUTCROP
 FR0700_STAMPING: Z 486 1982
 FR0700_MARK LOGO: NGS   
 FR0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0700+STABILITY: POSITION/ELEVATION WELL
 FR0700
 FR0700  HISTORY     - Date     Condition        Report By
 FR0700  HISTORY     - 1982     MONUMENTED       NGS
 FR0700
 FR0700                          STATION DESCRIPTION
 FR0700
 FR0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0700'29.9 KM (18.6 MI) SW FROM PEACH SPRINGS.
 FR0700'29.9 KM (18.6 MILES) SOUTHWEST ALONG US HIGHWAY 66 FROM THE POST
 FR0700'OFFICE AT PEACH SPRINGS, 0.4 KM (0.2 MILE) SOUTHWEST OF THE OLD INDIAN
 FR0700'SCHOOL BUILDING AT VALENTINE, 0.16 KM (0.1 MILE) NORTHEAST OF HIGHWAY
 FR0700'MILEPOST 85, 14.3 METERS (47.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 FR0700'THE HIGHWAY, 18.2 METERS (60.0 FEET) NORTHWEST OF A FENCE, IN TOP OF A
 FR0700'3 BY 4 FOOT PORTION OF EXPOSED GRANITE OUTCROP PROJECTING 0.8 FOOT
 FR0700'ABOVE THE GROUND.
 FR0700'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FR0700'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0727 ***********************************************************************
 FR0727  DESIGNATION -  Z 487
 FR0727  PID         -  FR0727
 FR0727  STATE/COUNTY-  AZ/MOHAVE
 FR0727  USGS QUAD   -  NELSON (1967)
 FR0727
 FR0727                         *CURRENT SURVEY CONTROL
 FR0727  ___________________________________________________________________
 FR0727* NAD 83(1986)-  35 33 12.     (N)    113 22 16.     (W)     SCALED    
 FR0727* NAVD 88     -      1620.724  (meters)    5317.33   (feet)  ADJUSTED  
 FR0727  ___________________________________________________________________
 FR0727  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 FR0727  DYNAMIC HT  -        1618.652 (meters)    5310.53  (feet)  COMP
 FR0727  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 FR0727
 FR0727  VERT ORDER  -  FIRST     CLASS II
 FR0727
 FR0727.The horizontal coordinates were scaled from a topographic map and have
 FR0727.an estimated accuracy of +/- 6 seconds.
 FR0727
 FR0727.The orthometric height was determined by differential leveling
 FR0727.and adjusted in June 1991.
 FR0727
 FR0727.The geoid height was determined by GEOID03.
 FR0727
 FR0727.The dynamic height is computed by dividing the NAVD 88
 FR0727.geopotential number by the normal gravity value computed on the
 FR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0727.degrees latitude (g = 980.6199 gals.).
 FR0727
 FR0727.The modeled gravity was interpolated from observed gravity values.
 FR0727
 FR0727;                    North         East    Units  Estimated Accuracy
 FR0727;SPC AZ W     -   505,040.      247,710.      MT  (+/- 180 meters Scaled)
 FR0727
 FR0727                          SUPERSEDED SURVEY CONTROL
 FR0727
 FR0727.No superseded survey control is available for this station.
 FR0727
 FR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE850369(NAD 83)
 FR0727_MARKER: DB = BENCH MARK DISK
 FR0727_SETTING: 66 = SET IN ROCK OUTCROP
 FR0727_SP_SET: ROCK OUTCROP
 FR0727_STAMPING: Z 487 1982
 FR0727_MARK LOGO: NGS   
 FR0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0727+STABILITY: POSITION/ELEVATION WELL
 FR0727
 FR0727  HISTORY     - Date     Condition        Report By
 FR0727  HISTORY     - 1982     MONUMENTED       NGS
 FR0727
 FR0727                          STATION DESCRIPTION
 FR0727
 FR0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0727'8.5 KM (5.3 MI) NE FROM PEACH SPRINGS.
 FR0727'8.5 KM (5.3 MI) NORTHEAST ALONG US HIGHWAY 66 FROM THE POST OFFICE IN
 FR0727'PEACH SPRINGS, 0.2 KM (0.15 MI) NORTHEAST OF MILEPOST 107, IN THE TOP
 FR0727'OF A MASSIVE LIMESTONE OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND AND
 FR0727'NEAR THE SOUTHWEST END OF A SMALL PULL-OUT AREA, 10.2 METERS (60 FT)
 FR0727'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45 FT)
 FR0727'NORTHWEST OF THE RIGHT OF WAY FENCE.
 FR0727'THE MARK IS 1 METERS  SW FROM A WITNESS POST.
 FR0727'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0761 ***********************************************************************
 FR0761  DESIGNATION -  Z 488
 FR0761  PID         -  FR0761
 FR0761  STATE/COUNTY-  AZ/YAVAPAI
 FR0761  USGS QUAD   -  CATHEDRAL CAVES (1973)
 FR0761
 FR0761                         *CURRENT SURVEY CONTROL
 FR0761  ___________________________________________________________________
 FR0761* NAD 83(1986)-  35 13 44.     (N)    112 30 28.     (W)     SCALED    
 FR0761* NAVD 88     -      1565.780  (meters)    5137.06   (feet)  ADJUSTED  
 FR0761  ___________________________________________________________________
 FR0761  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 FR0761  DYNAMIC HT  -        1563.721 (meters)    5130.31  (feet)  COMP
 FR0761  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 FR0761
 FR0761  VERT ORDER  -  FIRST     CLASS II
 FR0761
 FR0761.The horizontal coordinates were scaled from a topographic map and have
 FR0761.an estimated accuracy of +/- 6 seconds.
 FR0761
 FR0761.The orthometric height was determined by differential leveling
 FR0761.and adjusted in June 1991.
 FR0761
 FR0761.The geoid height was determined by GEOID03.
 FR0761
 FR0761.The dynamic height is computed by dividing the NAVD 88
 FR0761.geopotential number by the normal gravity value computed on the
 FR0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0761.degrees latitude (g = 980.6199 gals.).
 FR0761
 FR0761.The modeled gravity was interpolated from observed gravity values.
 FR0761
 FR0761;                    North         East    Units  Estimated Accuracy
 FR0761;SPC AZ C     -   469,130.      159,550.      MT  (+/- 180 meters Scaled)
 FR0761
 FR0761                          SUPERSEDED SURVEY CONTROL
 FR0761
 FR0761.No superseded survey control is available for this station.
 FR0761
 FR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD627994(NAD 83)
 FR0761_MARKER: DB = BENCH MARK DISK
 FR0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FR0761_SP_SET: CURB
 FR0761_STAMPING: Z 488 1982
 FR0761_MARK LOGO: NGS   
 FR0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0761
 FR0761  HISTORY     - Date     Condition        Report By
 FR0761  HISTORY     - 1982     MONUMENTED       NGS
 FR0761
 FR0761                          STATION DESCRIPTION
 FR0761
 FR0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0761'2.9 KM (1.8 MI) WEST FROM ASH FORK.
 FR0761'2.9 KM (1.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FR0761'US HIGHWAY 89 IN ASH FORK, AT THE EAST BOUND TRAFFIC LANES BRIDGE OVER
 FR0761'THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD, IN TOP OF THE SOUTH CURB,
 FR0761'0.15 METERS (0.6 FT) WEST OF THE EAST END, 8.5 METERS (28 FT) SOUTH OF
 FR0761'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0787 ***********************************************************************
 FR0787  DESIGNATION -  Z 489
 FR0787  PID         -  FR0787
 FR0787  STATE/COUNTY-  AZ/COCONINO
 FR0787  USGS QUAD   -  SITGREAVES MOUNTAIN (1989)
 FR0787
 FR0787                         *CURRENT SURVEY CONTROL
 FR0787  ___________________________________________________________________
 FR0787* NAD 83(1986)-  35 15 50.     (N)    112 03 59.     (W)     SCALED    
 FR0787* NAVD 88     -      2129.782  (meters)    6987.46   (feet)  ADJUSTED  
 FR0787  ___________________________________________________________________
 FR0787  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 FR0787  DYNAMIC HT  -        2126.776 (meters)    6977.60  (feet)  COMP
 FR0787  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 FR0787
 FR0787  VERT ORDER  -  FIRST     CLASS II
 FR0787
 FR0787.The horizontal coordinates were scaled from a topographic map and have
 FR0787.an estimated accuracy of +/- 6 seconds.
 FR0787
 FR0787.The orthometric height was determined by differential leveling
 FR0787.and adjusted in June 1991.
 FR0787
 FR0787.The geoid height was determined by GEOID03.
 FR0787
 FR0787.The dynamic height is computed by dividing the NAVD 88
 FR0787.geopotential number by the normal gravity value computed on the
 FR0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0787.degrees latitude (g = 980.6199 gals.).
 FR0787
 FR0787.The modeled gravity was interpolated from observed gravity values.
 FR0787
 FR0787;                    North         East    Units  Estimated Accuracy
 FR0787;SPC AZ C     -   472,860.      199,740.      MT  (+/- 180 meters Scaled)
 FR0787
 FR0787                          SUPERSEDED SURVEY CONTROL
 FR0787
 FR0787.No superseded survey control is available for this station.
 FR0787
 FR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE030028(NAD 83)
 FR0787_MARKER: DB = BENCH MARK DISK
 FR0787_SETTING: 66 = SET IN ROCK OUTCROP
 FR0787_SP_SET: ROCK OUTCROP
 FR0787_STAMPING: Z 489 1982
 FR0787_MARK LOGO: NGS   
 FR0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0787+STABILITY: POSITION/ELEVATION WELL
 FR0787
 FR0787  HISTORY     - Date     Condition        Report By
 FR0787  HISTORY     - 1982     MONUMENTED       NGS
 FR0787
 FR0787                          STATION DESCRIPTION
 FR0787
 FR0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FR0787'12.2 KM (7.6 MI) EAST FROM WILLIAMS.
 FR0787'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 66 FROM THE ATCHISON, TOPEKA,
 FR0787'AND SANTA FE RAILROAD STATION IN WILLIAMS, THENCE 8.2 KM (5.1 MI) EAST
 FR0787'ALONG INTERSTATE HIGHWAY 40, 0.2 KM (0.15 MI) EAST OF HIGHWAY MILEAGE
 FR0787'SIGN READING L.A. 468 MILES, IN TOP OF A RED MASSIVE OUTCROP, AT THE
 FR0787'BASE OF A HIGHWAY CUT JUST UNDER THE HIGHEST POINT OF THE CUT AND
 FR0787'TRAINGULATION STATION PORT, 0.4 KM (0.25 MI) WEST OF MILEPOST 171,
 FR0787'13.4 METERS (44 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 FR0787'LANES.
 FR0787'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 FR0787'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2330 ***********************************************************************
 CZ2330  DESIGNATION -  Z 49
 CZ2330  PID         -  CZ2330
 CZ2330  STATE/COUNTY-  AZ/PINAL
 CZ2330  USGS QUAD   -  CHUICHU (1992)
 CZ2330
 CZ2330                         *CURRENT SURVEY CONTROL
 CZ2330  ___________________________________________________________________
 CZ2330* NAD 83(1992)-  32 48 24.70254(N)    111 49 29.92708(W)     ADJUSTED  
 CZ2330* NAVD 88     -       427.06   (+/-2cm)    1401.1    (feet)  VERTCON   
 CZ2330  ___________________________________________________________________
 CZ2330  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CZ2330  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CZ2330  HORZ ORDER  -  FIRST
 CZ2330  VERT ORDER  -  THIRD ? (See Below)
 CZ2330
 CZ2330.The horizontal coordinates were established by classical geodetic methods
 CZ2330.and adjusted by the National Geodetic Survey in August 1993.
 CZ2330
 CZ2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2330.The vertical order pertains to the NGVD 29 superseded value.
 CZ2330
 CZ2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2330
 CZ2330.The geoid height was determined by GEOID03.
 CZ2330
 CZ2330;                    North         East     Units Scale Factor Converg.
 CZ2330;SPC AZ C     -   200,337.853   221,946.200   MT  0.99990091   +0 02 58.8
 CZ2330;SPC AZ C     -   657,276.42    728,169.95   iFT  0.99990091   +0 02 58.8
 CZ2330;UTM  12      - 3,630,177.236   422,765.249   MT  0.99967355   -0 26 49.2
 CZ2330
 CZ2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2330!SPC AZ C     -   0.99993771  x   0.99990091  =   0.99983863
 CZ2330!UTM  12      -   0.99993771  x   0.99967355  =   0.99961128
 CZ2330
 CZ2330:                Primary Azimuth Mark                     Grid Az
 CZ2330:SPC AZ C     -  CASA GRANDE 2                            082 03 48.0
 CZ2330:UTM  12      -  CASA GRANDE 2                            082 33 36.0
 CZ2330
 CZ2330|---------------------------------------------------------------------|
 CZ2330| PID    Reference Object                     Distance      Geod. Az  |
 CZ2330|                                                           dddmmss.s |
 CZ2330| CZ2047 CASA GRANDE 2                       APPROX.10.6 KM 0820646.8 |
 CZ2330| CH6274 Z 49 RM E                             8.842 METERS 08848     |
 CZ2330| CH6275 Z 49 RM S                             8.823 METERS 17848     |
 CZ2330|---------------------------------------------------------------------|
 CZ2330
 CZ2330                          SUPERSEDED SURVEY CONTROL
 CZ2330
 CZ2330  NAD 83(1986)-  32 48 24.69621(N)    111 49 29.92778(W) AD(       ) 1
 CZ2330  NAD 27      -  32 48 24.49611(N)    111 49 27.45873(W) AD(       ) 1
 CZ2330  NGVD 29 (07/19/86)  426.45   (m)         1399.1    (f) LEVELING    3  
 CZ2330
 CZ2330.Superseded values are not recommended for survey control.
 CZ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2330.See file dsdata.txt to determine how the superseded data were derived.
 CZ2330
 CZ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2276530177(NAD 83)
 CZ2330_MARKER: DD = SURVEY DISK
 CZ2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2330+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2330
 CZ2330  HISTORY     - Date     Condition        Report By
 CZ2330  HISTORY     - 1966     MONUMENTED       DMA
 CZ2330  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2330
 CZ2330                          STATION DESCRIPTION
 CZ2330
 CZ2330'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2330'T-7-S.  R-5-E.  IN SECTION 15 NEAR THE SOUTHWEST CORNER.
 CZ2330'
 CZ2330'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2330'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2330'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2330'STAMPED--Z 49 1966 ARMY MAP SERVICE.
 CZ2330'
 CZ2330'THE STATION MARK IS LOCATED 117 FEET EAST OF NORTH-SOUTH
 CZ2330'FENCE.  65 FEET NORTH OF EAST-WEST POWERLINE.  56 FEET NORTH OF
 CZ2330'EAST-WEST FENCE.  105 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 CZ2330'ROAD.  137 FEET EAST OF THE CENTERLINE OF DRIVE NORTH.
 CZ2330
 CZ2330                          STATION RECOVERY (2007)
 CZ2330
 CZ2330'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0396 ***********************************************************************
 FQ0396  DESIGNATION -  Z 490
 FQ0396  PID         -  FQ0396
 FQ0396  STATE/COUNTY-  AZ/COCONINO
 FQ0396  USGS QUAD   -  MOUNTAINAIRE (1983)
 FQ0396
 FQ0396                         *CURRENT SURVEY CONTROL
 FQ0396  ___________________________________________________________________
 FQ0396* NAD 83(1986)-  35 07 04.     (N)    111 42 37.     (W)     SCALED    
 FQ0396* NAVD 88     -      2108.022  (meters)    6916.07   (feet)  ADJUSTED  
 FQ0396  ___________________________________________________________________
 FQ0396  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FQ0396  DYNAMIC HT  -        2105.059 (meters)    6906.35  (feet)  COMP
 FQ0396  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 FQ0396
 FQ0396  VERT ORDER  -  FIRST     CLASS II
 FQ0396
 FQ0396.The horizontal coordinates were scaled from a topographic map and have
 FQ0396.an estimated accuracy of +/- 6 seconds.
 FQ0396
 FQ0396.The orthometric height was determined by differential leveling
 FQ0396.and adjusted in June 1991.
 FQ0396
 FQ0396.The geoid height was determined by GEOID03.
 FQ0396
 FQ0396.The dynamic height is computed by dividing the NAVD 88
 FQ0396.geopotential number by the normal gravity value computed on the
 FQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0396.degrees latitude (g = 980.6199 gals.).
 FQ0396
 FQ0396.The modeled gravity was interpolated from observed gravity values.
 FQ0396
 FQ0396;                    North         East    Units  Estimated Accuracy
 FQ0396;SPC AZ C     -   456,660.      232,170.      MT  (+/- 180 meters Scaled)
 FQ0396
 FQ0396                          SUPERSEDED SURVEY CONTROL
 FQ0396
 FQ0396.No superseded survey control is available for this station.
 FQ0396
 FQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD352863(NAD 83)
 FQ0396_MARKER: DB = BENCH MARK DISK
 FQ0396_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0396_SP_SET: ROCK OUTCROP
 FQ0396_STAMPING: Z 490 1982
 FQ0396_MARK LOGO: NGS   
 FQ0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0396+STABILITY: POSITION/ELEVATION WELL
 FQ0396
 FQ0396  HISTORY     - Date     Condition        Report By
 FQ0396  HISTORY     - 1982     MONUMENTED       NGS
 FQ0396
 FQ0396                          STATION DESCRIPTION
 FQ0396
 FQ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FQ0396'8.0 KM (4.9 MI) SW FROM FLAGSTAFF.
 FQ0396'8.0 KM (4.9 MI) SOUTHWEST ALONG US HIGHWAY 89 ALTERNATE FROM THE
 FQ0396'JUNCTION OF INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE
 FQ0396'NORTHEAST END OF A MASSIVE OUTCROP CUT, 0.25 KM (0.15 MI) SOUTHWEST OF
 FQ0396'A ROAD LEADING NORTHWEST TO LANDON SPRINGS, 6.4 METERS (21.0 FT)
 FQ0396'NORTHWEST OF THE HIGHWAY CENTERLINE, 10.3 METERS (34.0 FT) SOUTHEAST
 FQ0396'OF THE RIGHT OF WAY FENCE, 0.6 METER (2.0 FT) SOUTHWEST OF THE
 FQ0396'NORTHEAST END OF THE CUT.
 FQ0396'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FQ0396'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0651 ***********************************************************************
 ES0651  DESIGNATION -  Z 491
 ES0651  PID         -  ES0651
 ES0651  STATE/COUNTY-  AZ/COCONINO
 ES0651  USGS QUAD   -  SEDONA (1969)
 ES0651
 ES0651                         *CURRENT SURVEY CONTROL
 ES0651  ___________________________________________________________________
 ES0651* NAD 83(1986)-  34 51 59.     (N)    111 45 59.     (W)     SCALED    
 ES0651* NAVD 88     -      1293.419  (meters)    4243.49   (feet)  ADJUSTED  
 ES0651  ___________________________________________________________________
 ES0651  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ES0651  DYNAMIC HT  -        1291.759 (meters)    4238.05  (feet)  COMP
 ES0651  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 ES0651
 ES0651  VERT ORDER  -  FIRST     CLASS II
 ES0651
 ES0651.The horizontal coordinates were scaled from a topographic map and have
 ES0651.an estimated accuracy of +/- 6 seconds.
 ES0651
 ES0651.The orthometric height was determined by differential leveling
 ES0651.and adjusted in June 1991.
 ES0651
 ES0651.The geoid height was determined by GEOID03.
 ES0651
 ES0651.The dynamic height is computed by dividing the NAVD 88
 ES0651.geopotential number by the normal gravity value computed on the
 ES0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0651.degrees latitude (g = 980.6199 gals.).
 ES0651
 ES0651.The modeled gravity was interpolated from observed gravity values.
 ES0651
 ES0651;                    North         East    Units  Estimated Accuracy
 ES0651;SPC AZ C     -   428,760.      227,100.      MT  (+/- 180 meters Scaled)
 ES0651
 ES0651                          SUPERSEDED SURVEY CONTROL
 ES0651
 ES0651.No superseded survey control is available for this station.
 ES0651
 ES0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD299584(NAD 83)
 ES0651_MARKER: DB = BENCH MARK DISK
 ES0651_SETTING: 66 = SET IN ROCK OUTCROP
 ES0651_SP_SET: ROCK OUTCROP
 ES0651_STAMPING: Z 491 1982
 ES0651_MARK LOGO: NGS   
 ES0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0651+STABILITY: POSITION/ELEVATION WELL
 ES0651
 ES0651  HISTORY     - Date     Condition        Report By
 ES0651  HISTORY     - 1982     MONUMENTED       NGS
 ES0651  HISTORY     - 19950713 GOOD             USPSQD
 ES0651
 ES0651                          STATION DESCRIPTION
 ES0651
 ES0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0651'0.2 KM (0.1 MI) WEST FROM SEDONA.
 ES0651'0.2 KM (0.1 MI) WEST ALONG US HIGHWAY 89 ALTERNATE FROM THE POST
 ES0651'OFFICE IN SEDONA, IN TOP OF A PORTION OF RED SANDSTONE OUTCROP IN A
 ES0651'DRAIN OFF DIRECTLY UNDER AND IN LINE WITH A POWER LINE CROSSING, 16.4
 ES0651'METERS (54 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.1 METERS (66 FT)
 ES0651'WEST OF MILEPOST 374, 5.4 METERS (18 FT) NORTH OF THE NORTH CURB, 3.0
 ES0651'METERS (10 FT) NORTH OF A CATCH BASIN.
 ES0651'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 ES0651'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0651
 ES0651                          STATION RECOVERY (1995)
 ES0651
 ES0651'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0655 ***********************************************************************
 ES0655  DESIGNATION -  Z 492
 ES0655  PID         -  ES0655
 ES0655  STATE/COUNTY-  AZ/YAVAPAI
 ES0655  USGS QUAD   -  SEDONA (1969)
 ES0655
 ES0655                         *CURRENT SURVEY CONTROL
 ES0655  ___________________________________________________________________
 ES0655* NAD 83(1986)-  34 51 43.     (N)    111 48 40.     (W)     SCALED    
 ES0655* NAVD 88     -      1332.217  (meters)    4370.78   (feet)  ADJUSTED  
 ES0655  ___________________________________________________________________
 ES0655  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ES0655  DYNAMIC HT  -        1330.500 (meters)    4365.15  (feet)  COMP
 ES0655  MODELED GRAV-     979,299.5   (mgal)                       NAVD 88
 ES0655
 ES0655  VERT ORDER  -  FIRST     CLASS II
 ES0655
 ES0655.The horizontal coordinates were scaled from a topographic map and have
 ES0655.an estimated accuracy of +/- 6 seconds.
 ES0655
 ES0655.The orthometric height was determined by differential leveling
 ES0655.and adjusted in June 1991.
 ES0655
 ES0655.The geoid height was determined by GEOID03.
 ES0655
 ES0655.The dynamic height is computed by dividing the NAVD 88
 ES0655.geopotential number by the normal gravity value computed on the
 ES0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0655.degrees latitude (g = 980.6199 gals.).
 ES0655
 ES0655.The modeled gravity was interpolated from observed gravity values.
 ES0655
 ES0655;                    North         East    Units  Estimated Accuracy
 ES0655;SPC AZ C     -   428,270.      223,010.      MT  (+/- 180 meters Scaled)
 ES0655
 ES0655                          SUPERSEDED SURVEY CONTROL
 ES0655
 ES0655.No superseded survey control is available for this station.
 ES0655
 ES0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD258580(NAD 83)
 ES0655_MARKER: DB = BENCH MARK DISK
 ES0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ES0655_SP_SET: HEADWALL
 ES0655_STAMPING: Z 492 1982
 ES0655_MARK LOGO: NGS   
 ES0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ES0655+STABILITY: SURFACE MOTION
 ES0655
 ES0655  HISTORY     - Date     Condition        Report By
 ES0655  HISTORY     - 1982     MONUMENTED       NGS
 ES0655  HISTORY     - 19950713 GOOD             USPSQD
 ES0655
 ES0655                          STATION DESCRIPTION
 ES0655
 ES0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0655'4.5 KM (2.8 MI) WEST FROM SEDONA.
 ES0655'4.5 KM (2.8 MI) WEST ALONG US HIGHWAY 89 ALTEATE FROM THE POST OFFICE
 ES0655'IN SEDONA, AT THE SOUTHWEST CORNER OF THE T JUNCTION OF DEER TRAIL
 ES0655'ROAD, IN TOP OF THE WEST END OF A 4 BY 10 FOOT BOX CULVERT, 17.6
 ES0655'METERS (58 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.6 METERS (58 FT)
 ES0655'WEST OF THE CENTER OF DEER TRAIL ROAD, 7.3 METERS (24 FT) SOUTH OF THE
 ES0655'SOUTH CURB, 1.8 METERS (6 FT) EAST OF THE WEST END OF THE HEADWALL.
 ES0655'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0655
 ES0655                          STATION RECOVERY (1995)
 ES0655
 ES0655'RECOVERY NOTE BY US POWER SQUADRON 1995
 ES0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0679 ***********************************************************************
 ES0679  DESIGNATION -  Z 493
 ES0679  PID         -  ES0679
 ES0679  STATE/COUNTY-  AZ/YAVAPAI
 ES0679  USGS QUAD   -  MIDDLE VERDE (1969)
 ES0679
 ES0679                         *CURRENT SURVEY CONTROL
 ES0679  ___________________________________________________________________
 ES0679* NAD 83(1986)-  34 36 03.     (N)    111 54 07.     (W)     SCALED    
 ES0679* NAVD 88     -       996.178  (meters)    3268.29   (feet)  ADJUSTED  
 ES0679  ___________________________________________________________________
 ES0679  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 ES0679  DYNAMIC HT  -         994.919 (meters)    3264.16  (feet)  COMP
 ES0679  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 ES0679
 ES0679  VERT ORDER  -  FIRST     CLASS II
 ES0679
 ES0679.The horizontal coordinates were scaled from a topographic map and have
 ES0679.an estimated accuracy of +/- 6 seconds.
 ES0679
 ES0679.The orthometric height was determined by differential leveling
 ES0679.and adjusted in June 1991.
 ES0679
 ES0679.The geoid height was determined by GEOID03.
 ES0679
 ES0679.The dynamic height is computed by dividing the NAVD 88
 ES0679.geopotential number by the normal gravity value computed on the
 ES0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0679.degrees latitude (g = 980.6199 gals.).
 ES0679
 ES0679.The modeled gravity was interpolated from observed gravity values.
 ES0679
 ES0679;                    North         East    Units  Estimated Accuracy
 ES0679;SPC AZ C     -   399,300.      214,710.      MT  (+/- 180 meters Scaled)
 ES0679
 ES0679                          SUPERSEDED SURVEY CONTROL
 ES0679
 ES0679.No superseded survey control is available for this station.
 ES0679
 ES0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD172291(NAD 83)
 ES0679_MARKER: I = METAL ROD
 ES0679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0679_SP_SET: STAINLESS STEEL ROD
 ES0679_STAMPING: Z 493 1982
 ES0679_MARK LOGO: NGS   
 ES0679_PROJECTION: FLUSH
 ES0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0679_ROD/PIPE-DEPTH: 7.3  meters
 ES0679
 ES0679  HISTORY     - Date     Condition        Report By
 ES0679  HISTORY     - 1982     MONUMENTED       NGS
 ES0679  HISTORY     - 19980228 GOOD             USPSQD
 ES0679
 ES0679                          STATION DESCRIPTION
 ES0679
 ES0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0679'6.8 KM (4.2 MI) NW FROM CAMP VERDE.
 ES0679'3.7 KM (2.3 MI) NORTHWEST ALONG FINNEY FLAT ROAD FROM THE POST OFFICE
 ES0679'IN CAMP VERDE, THENCE 3.0 KM (1.9 MI) NORTHWEST ALONG STATE HIGHWAY
 ES0679'279, IN THE NORTH CORNER OF A Y JUNCTION AT HORSESHOE BEND ROAD
 ES0679'LEADING EAST, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 289, 29.6 METERS
 ES0679'(97 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 25.0 METERS (82 FT)
 ES0679'NORTHWEST OF THE NORTH END OF A CATTLE GUARD, 0.4 METER (1.5 FT)
 ES0679'SOUTHWEST OF THE RIGHT OF WAY FENCE, 18.0 METERS (59 FT) NORTH OF THE
 ES0679'ROAD CENTER.
 ES0679'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 ES0679'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0679
 ES0679                          STATION RECOVERY (1998)
 ES0679
 ES0679'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0727 ***********************************************************************
 ES0727  DESIGNATION -  Z 494
 ES0727  PID         -  ES0727
 ES0727  STATE/COUNTY-  AZ/GILA
 ES0727  USGS QUAD   -  PINE (1973)
 ES0727
 ES0727                         *CURRENT SURVEY CONTROL
 ES0727  ___________________________________________________________________
 ES0727* NAD 83(1986)-  34 23 38.     (N)    111 27 48.     (W)     SCALED    
 ES0727* NAVD 88     -      1698.246  (meters)    5571.66   (feet)  ADJUSTED  
 ES0727  ___________________________________________________________________
 ES0727  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 ES0727  DYNAMIC HT  -        1695.892 (meters)    5563.94  (feet)  COMP
 ES0727  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 ES0727
 ES0727  VERT ORDER  -  FIRST     CLASS II
 ES0727
 ES0727.The horizontal coordinates were scaled from a topographic map and have
 ES0727.an estimated accuracy of +/- 6 seconds.
 ES0727
 ES0727.The orthometric height was determined by differential leveling
 ES0727.and adjusted in June 1991.
 ES0727
 ES0727.The geoid height was determined by GEOID03.
 ES0727
 ES0727.The dynamic height is computed by dividing the NAVD 88
 ES0727.geopotential number by the normal gravity value computed on the
 ES0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0727.degrees latitude (g = 980.6199 gals.).
 ES0727
 ES0727.The modeled gravity was interpolated from observed gravity values.
 ES0727
 ES0727;                    North         East    Units  Estimated Accuracy
 ES0727;SPC AZ E     -   377,100.       94,130.      MT  (+/- 180 meters Scaled)
 ES0727
 ES0727                          SUPERSEDED SURVEY CONTROL
 ES0727
 ES0727.No superseded survey control is available for this station.
 ES0727
 ES0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD574059(NAD 83)
 ES0727_MARKER: DB = BENCH MARK DISK
 ES0727_SETTING: 66 = SET IN ROCK OUTCROP
 ES0727_SP_SET: ROCK OUTCROP
 ES0727_STAMPING: Z 494 1982
 ES0727_MARK LOGO: NGS   
 ES0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0727+STABILITY: POSITION/ELEVATION WELL
 ES0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ES0727+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 ES0727
 ES0727  HISTORY     - Date     Condition        Report By
 ES0727  HISTORY     - 1982     MONUMENTED       NGS
 ES0727  HISTORY     - 19980819 GOOD             USPSQD
 ES0727  HISTORY     - 20080808 GOOD             GEOCAC
 ES0727
 ES0727                          STATION DESCRIPTION
 ES0727
 ES0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0727'1.3 KM (0.8 MI) NW FROM PINE.
 ES0727'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 ES0727'IN PINE, IN TOP OF A SMALL LEDGE OF RED SANDSTONE OUTCROP AT THE T
 ES0727'JUNCTION OF A GRAVEL ROAD LEADING SOUTH AND A POWER LINE CROSSING THE
 ES0727'HIGHWAY, 5.3 METERS (17 FT) NORTH OF THE HIGHWAY CENTERLINE, 37.7
 ES0727'METERS (124 FT) EAST OF THE EXTENDED CENTER OF THE GRAVEL ROAD, 27.0
 ES0727'METERS (89 FT) WEST OF THE POWER LINE CROSSING.
 ES0727'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0727'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ES0727
 ES0727                          STATION RECOVERY (1998)
 ES0727
 ES0727'RECOVERY NOTE BY US POWER SQUADRON 1998
 ES0727'RECOVERED IN GOOD CONDITION.
 ES0727
 ES0727                          STATION RECOVERY (2008)
 ES0727
 ES0727'RECOVERY NOTE BY GEOCACHING 2008 (JM)
 ES0727'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 ES0727'THE DESCRIPTION - THE WITNESS POST HAS BEEN BROKEN OFF FROM ITS
 ES0727'CEMENTED BASE. HANDHELD COORDINATES
 ES0727'34 23 38.6 (N)   111 27 46.5 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0703 ***********************************************************************
 ES0703  DESIGNATION -  Z 495
 ES0703  PID         -  ES0703
 ES0703  STATE/COUNTY-  AZ/YAVAPAI
 ES0703  USGS QUAD   -  HACKBERRY MTN (1967)
 ES0703
 ES0703                         *CURRENT SURVEY CONTROL
 ES0703  ___________________________________________________________________
 ES0703* NAD 83(1986)-  34 24 37.     (N)    111 39 47.     (W)     SCALED    
 ES0703* NAVD 88     -      1227.741  (meters)    4028.01   (feet)  ADJUSTED  
 ES0703  ___________________________________________________________________
 ES0703  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 ES0703  DYNAMIC HT  -        1226.112 (meters)    4022.67  (feet)  COMP
 ES0703  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 ES0703  OBS GRAVITY -     979,271.9   (mgal)                       GRAV_OBS
 ES0703
 ES0703  VERT ORDER  -  FIRST     CLASS II
 ES0703
 ES0703.The horizontal coordinates were scaled from a topographic map and have
 ES0703.an estimated accuracy of +/- 6 seconds.
 ES0703
 ES0703.The orthometric height was determined by differential leveling
 ES0703.and adjusted in June 1991.
 ES0703
 ES0703.The geoid height was determined by GEOID03.
 ES0703
 ES0703.The dynamic height is computed by dividing the NAVD 88
 ES0703.geopotential number by the normal gravity value computed on the
 ES0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0703.degrees latitude (g = 980.6199 gals.).
 ES0703
 ES0703.The modeled gravity was interpolated from observed gravity values.
 ES0703.The observed gravity was obtained from relative gravimeter ties
 ES0703.to the IGSN71 gravity network.
 ES0703
 ES0703;                    North         East    Units  Estimated Accuracy
 ES0703;SPC AZ C     -   378,190.      236,670.      MT  (+/- 180 meters Scaled)
 ES0703
 ES0703                          SUPERSEDED SURVEY CONTROL
 ES0703
 ES0703.No superseded survey control is available for this station.
 ES0703
 ES0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD390078(NAD 83)
 ES0703_MARKER: DB = BENCH MARK DISK
 ES0703_SETTING: 66 = SET IN ROCK OUTCROP
 ES0703_SP_SET: ROCK OUTCROP
 ES0703_STAMPING: Z 495 1982
 ES0703_MARK LOGO: NGS   
 ES0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0703+STABILITY: POSITION/ELEVATION WELL
 ES0703
 ES0703  HISTORY     - Date     Condition        Report By
 ES0703  HISTORY     - 1982     MONUMENTED       NGS
 ES0703
 ES0703                          STATION DESCRIPTION
 ES0703
 ES0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0703'32.3 KM (20.1 MI) SE FROM CAMP VERDE.
 ES0703'12.7 KM (7.9 MI) SOUTHEAST ALONG GENERAL CROOK TRAIL FROM THE POST
 ES0703'OFFICE IN CAMP VERDE, THENCE 19.6 KM (12.2 MI) SOUTHEAST ALONG FOSSIL
 ES0703'CREEK ROAD, IN TOP OF A SMALL PORTION OF OUTCROP PROJECTING 1 FOOT
 ES0703'ABOVE A DRAINAGE DITCH AND JUST BELOW THE MOST PROMINENT PIECE OF
 ES0703'OUTCROP IN THE AREA, 4.2 METERS (14 FT) NORTHEAST OF THE ROAD
 ES0703'CENTERLINE.
 ES0703'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 ES0703'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0752 ***********************************************************************
 ES0752  DESIGNATION -  Z 496
 ES0752  PID         -  ES0752
 ES0752  STATE/COUNTY-  AZ/GILA
 ES0752  USGS QUAD   -  PAYSON SOUTH (1973)
 ES0752
 ES0752                         *CURRENT SURVEY CONTROL
 ES0752  ___________________________________________________________________
 ES0752* NAD 83(1986)-  34 07 37.     (N)    111 21 25.     (W)     SCALED    
 ES0752* NAVD 88     -      1037.590  (meters)    3404.16   (feet)  ADJUSTED  
 ES0752  ___________________________________________________________________
 ES0752  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 ES0752  DYNAMIC HT  -        1036.255 (meters)    3399.78  (feet)  COMP
 ES0752  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 ES0752
 ES0752  VERT ORDER  -  FIRST     CLASS II
 ES0752
 ES0752.The horizontal coordinates were scaled from a topographic map and have
 ES0752.an estimated accuracy of +/- 6 seconds.
 ES0752
 ES0752.The orthometric height was determined by differential leveling
 ES0752.and adjusted in June 1991.
 ES0752
 ES0752.The geoid height was determined by GEOID03.
 ES0752
 ES0752.The dynamic height is computed by dividing the NAVD 88
 ES0752.geopotential number by the normal gravity value computed on the
 ES0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0752.degrees latitude (g = 980.6199 gals.).
 ES0752
 ES0752.The modeled gravity was interpolated from observed gravity values.
 ES0752
 ES0752;                    North         East    Units  Estimated Accuracy
 ES0752;SPC AZ E     -   347,370.      103,570.      MT  (+/- 180 meters Scaled)
 ES0752
 ES0752                          SUPERSEDED SURVEY CONTROL
 ES0752
 ES0752.No superseded survey control is available for this station.
 ES0752
 ES0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC670762(NAD 83)
 ES0752_MARKER: I = METAL ROD
 ES0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0752_SP_SET: STAINLESS STEEL ROD
 ES0752_STAMPING: Z 496 1982
 ES0752_MARK LOGO: NGS   
 ES0752_PROJECTION: FLUSH
 ES0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0752_ROD/PIPE-DEPTH: 2.1  meters
 ES0752
 ES0752  HISTORY     - Date     Condition        Report By
 ES0752  HISTORY     - 1982     MONUMENTED       NGS
 ES0752
 ES0752                          STATION DESCRIPTION
 ES0752
 ES0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ES0752'15.1 KM (9.4 MI) SOUTH FROM PAYSON.
 ES0752'15.1 KM (9.4 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
 ES0752'PAYSON, ON THE NORTHWEST SLOPE OF A KNOLL FORMED BY A CUT, 0.6 KM (0.4
 ES0752'MI) NORTH OF MILEPOST 242, 29.0 METERS (95 FT) WEST OF THE HIGHWAY
 ES0752'CENTERLINE, 36.0 METERS (118 FT) SOUTHWEST OF THE WEST END OF A
 ES0752'18-INCH CORRUGATED METAL PIPE CULVERT.
 ES0752'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 ES0752'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU1623 ***********************************************************************
 DU1623  DESIGNATION -  Z 497
 DU1623  PID         -  DU1623
 DU1623  STATE/COUNTY-  AZ/GILA
 DU1623  USGS QUAD   -  TONTO BASIN (1964)
 DU1623
 DU1623                         *CURRENT SURVEY CONTROL
 DU1623  ___________________________________________________________________
 DU1623* NAD 83(1986)-  33 48 08.     (N)    111 16 19.     (W)     SCALED    
 DU1623* NAVD 88     -       677.321  (meters)    2222.18   (feet)  ADJUSTED  
 DU1623  ___________________________________________________________________
 DU1623  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DU1623  DYNAMIC HT  -         676.452 (meters)    2219.33  (feet)  COMP
 DU1623  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 DU1623  OBS GRAVITY -     979,333.7   (mgal)                       GRAV_OBS
 DU1623
 DU1623  VERT ORDER  -  FIRST     CLASS II
 DU1623
 DU1623.The horizontal coordinates were scaled from a topographic map and have
 DU1623.an estimated accuracy of +/- 6 seconds.
 DU1623
 DU1623.The orthometric height was determined by differential leveling
 DU1623.and adjusted in June 1991.
 DU1623
 DU1623.The geoid height was determined by GEOID03.
 DU1623
 DU1623.The dynamic height is computed by dividing the NAVD 88
 DU1623.geopotential number by the normal gravity value computed on the
 DU1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU1623.degrees latitude (g = 980.6199 gals.).
 DU1623
 DU1623.The modeled gravity was interpolated from observed gravity values.
 DU1623.The observed gravity was obtained from relative gravimeter ties
 DU1623.to the IGSN71 gravity network.
 DU1623
 DU1623;                    North         East    Units  Estimated Accuracy
 DU1623;SPC AZ E     -   311,270.      111,020.      MT  (+/- 180 meters Scaled)
 DU1623
 DU1623                          SUPERSEDED SURVEY CONTROL
 DU1623
 DU1623.No superseded survey control is available for this station.
 DU1623
 DU1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC748402(NAD 83)
 DU1623_MARKER: DB = BENCH MARK DISK
 DU1623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DU1623_SP_SET: ABUTMENT
 DU1623_STAMPING: Z 497 1983
 DU1623_MARK LOGO: NGS   
 DU1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU1623
 DU1623  HISTORY     - Date     Condition        Report By
 DU1623  HISTORY     - 1983     MONUMENTED       NGS
 DU1623
 DU1623                          STATION DESCRIPTION
 DU1623
 DU1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DU1623'9.5 KM (5.9 MI) SOUTH FROM PUNKIN CENTER.
 DU1623'9.5 KM (5.9 MI) SOUTH ALONG STATE HIGHWAY 188 FROM THE POST OFFICE IN
 DU1623'PUNKIN CENTER, 0.3 METER (1 FT) WEST OF THE EAST END OF THE SOUTH
 DU1623'ABUTMENT OF AN ABANDON CONCRETE BRIDGE OVER SYCAMORE CREEK, 0.5 KM
 DU1623'(0.3 MI) NORTHWEST OF MILSPOST 256, 64.4 METERS (211 FT) NORTH OF THE
 DU1623'NEW HIGHWAY CENTERLINE, 2.8 METERS (9 FT) EAST OF THE OLD HIGHWAY
 DU1623'CENTER WHICH IS NOW A DIRT ROAD.
 DU1623'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DU1623'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0352 ***********************************************************************
 GP0352  DESIGNATION -  Z 498
 GP0352  PID         -  GP0352
 GP0352  STATE/COUNTY-  AZ/COCONINO
 GP0352  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0352
 GP0352                         *CURRENT SURVEY CONTROL
 GP0352  ___________________________________________________________________
 GP0352* NAD 83(1986)-  36 09 34.     (N)    111 24 01.     (W)     SCALED    
 GP0352* NAVD 88     -      1443.247  (meters)    4735.05   (feet)  ADJUSTED  
 GP0352  ___________________________________________________________________
 GP0352  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GP0352  DYNAMIC HT  -        1441.478 (meters)    4729.25  (feet)  COMP
 GP0352  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 GP0352
 GP0352  VERT ORDER  -  FIRST     CLASS II
 GP0352
 GP0352.The horizontal coordinates were scaled from a topographic map and have
 GP0352.an estimated accuracy of +/- 6 seconds.
 GP0352
 GP0352.The orthometric height was determined by differential leveling
 GP0352.and adjusted in June 1991.
 GP0352
 GP0352.The geoid height was determined by GEOID03.
 GP0352
 GP0352.The dynamic height is computed by dividing the NAVD 88
 GP0352.geopotential number by the normal gravity value computed on the
 GP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0352.degrees latitude (g = 980.6199 gals.).
 GP0352
 GP0352.The modeled gravity was interpolated from observed gravity values.
 GP0352
 GP0352;                    North         East    Units  Estimated Accuracy
 GP0352;SPC AZ C     -   572,330.      259,820.      MT  (+/- 180 meters Scaled)
 GP0352
 GP0352                          SUPERSEDED SURVEY CONTROL
 GP0352
 GP0352.No superseded survey control is available for this station.
 GP0352
 GP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF639017(NAD 83)
 GP0352_MARKER: DB = BENCH MARK DISK
 GP0352_SETTING: 66 = SET IN ROCK OUTCROP
 GP0352_SP_SET: ROCK OUTCROP
 GP0352_STAMPING: Z 498 1983
 GP0352_MARK LOGO: NGS   
 GP0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0352+STABILITY: POSITION/ELEVATION WELL
 GP0352
 GP0352  HISTORY     - Date     Condition        Report By
 GP0352  HISTORY     - 1983     MONUMENTED       NGS
 GP0352  HISTORY     - 1983     GOOD             NGS
 GP0352  HISTORY     - 1983     GOOD             NGS
 GP0352
 GP0352                          STATION DESCRIPTION
 GP0352
 GP0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0352'32.2 KM (20.0 MI) NORTH FROM CAMERON.
 GP0352'32.2 KM (20.0 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0352'CAMERON, IN TOP OF A MASSIVE RED SANDSTONE OUTCROP, 0.8 KM (0.5 MI)
 GP0352'SOUTH OF THE T JUNCTION OF STATE ROAD 23 LEADING SOUTHEAST, 0.8 KM
 GP0352'(0.5 MI) NORTH OF MILEPOST 486, 98.7 METERS (324 FT) WEST OF THE
 GP0352'HIGHWAY CENTERLINE, 152.3 METERS (500 FT) SOUTHWEST OF THE SOUTHWEST
 GP0352'CORNER OF A DOUBLE BOX CULVERT, 31.0 METERS (102 FT) WEST OF THE WEST
 GP0352'RIGHT OF WAY FENCE, 3.0 METERS (10 FT) WEST OF THE EAST EDGE OF THE
 GP0352'OUTCROP, 40.0 METERS (131 FT) NORTH OF THE CENTER OF AN ABANDON TRACK
 GP0352'ROAD LEADING WEST, 17.6 KM (10.95 MI) SOUTH OF THE GAP.
 GP0352'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GP0352'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0352
 GP0352                          STATION RECOVERY (1983)
 GP0352
 GP0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0352'RECOVERED IN GOOD CONDITION.
 GP0352
 GP0352                          STATION RECOVERY (1983)
 GP0352
 GP0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0369 ***********************************************************************
 GP0369  DESIGNATION -  Z 499
 GP0369  PID         -  GP0369
 GP0369  STATE/COUNTY-  AZ/COCONINO
 GP0369  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0369
 GP0369                         *CURRENT SURVEY CONTROL
 GP0369  ___________________________________________________________________
 GP0369* NAD 83(1986)-  36 24 48.     (N)    111 32 27.     (W)     SCALED    
 GP0369* NAVD 88     -      1775.135  (meters)    5823.92   (feet)  ADJUSTED  
 GP0369  ___________________________________________________________________
 GP0369  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 GP0369  DYNAMIC HT  -        1772.895 (meters)    5816.57  (feet)  COMP
 GP0369  MODELED GRAV-     979,307.2   (mgal)                       NAVD 88
 GP0369
 GP0369  VERT ORDER  -  FIRST     CLASS II
 GP0369
 GP0369.The horizontal coordinates were scaled from a topographic map and have
 GP0369.an estimated accuracy of +/- 6 seconds.
 GP0369
 GP0369.The orthometric height was determined by differential leveling
 GP0369.and adjusted in June 1991.
 GP0369
 GP0369.The geoid height was determined by GEOID03.
 GP0369
 GP0369.The dynamic height is computed by dividing the NAVD 88
 GP0369.geopotential number by the normal gravity value computed on the
 GP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0369.degrees latitude (g = 980.6199 gals.).
 GP0369
 GP0369.The modeled gravity was interpolated from observed gravity values.
 GP0369
 GP0369;                    North         East    Units  Estimated Accuracy
 GP0369;SPC AZ C     -   600,440.      247,070.      MT  (+/- 180 meters Scaled)
 GP0369
 GP0369                          SUPERSEDED SURVEY CONTROL
 GP0369
 GP0369.No superseded survey control is available for this station.
 GP0369
 GP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF515299(NAD 83)
 GP0369_MARKER: I = METAL ROD
 GP0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0369_SP_SET: STAINLESS STEEL ROD
 GP0369_STAMPING: Z 499 1983
 GP0369_MARK LOGO: NGS   
 GP0369_PROJECTION: FLUSH
 GP0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0369_ROD/PIPE-DEPTH: 7.3  meters
 GP0369
 GP0369  HISTORY     - Date     Condition        Report By
 GP0369  HISTORY     - 1983     MONUMENTED       NGS
 GP0369
 GP0369                          STATION DESCRIPTION
 GP0369
 GP0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0369'14.4 KM (8.9 MI) NW FROM THE GAP.
 GP0369'14.4 KM (8.95 MI) NORTHWEST ALONG US HIGHWAY 89 FROM THE TRADING POST
 GP0369'AT THE GAP, IN THE WEST CORNER OF THE T-JUNCTION OF A PAVED ACCESS
 GP0369'ROAD, 2.7 KM (1.7 MI) NORTHWEST OF THE CEDAR RIDGE TRADING POST,
 GP0369'109.7 METERS (359.5 FT) SOUTH OF MILEPOST 507, 45.9 METERS (150.5 FT)
 GP0369'SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.4 METERS (31 FT) NORTHWEST OF
 GP0369'THE CENTER OF THE ACCESS ROAD, 2.6 METERS (8.5 FT) NORTHWEST OF THE
 GP0369'NORTHWEST GATE POST FOR A PIPE GATE, 2.1 METERS (7 FT) SOUTHEAST OF A
 GP0369'BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 0.45 METER (1.5 FT)
 GP0369'NORTHEAST OF THE RIGHT OF WAY FENCE.
 GP0369'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 GP0369'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0356 ***********************************************************************
 FQ0356  DESIGNATION -  Z 5 RESET
 FQ0356  PID         -  FQ0356
 FQ0356  STATE/COUNTY-  AZ/COCONINO
 FQ0356  USGS QUAD   -  CAMPBELL FRANCIS WASH (1989)
 FQ0356
 FQ0356                         *CURRENT SURVEY CONTROL
 FQ0356  ___________________________________________________________________
 FQ0356* NAD 83(1986)-  35 39 25.     (N)    111 30 51.     (W)     SCALED    
 FQ0356* NAVD 88     -      1619.27   (+/-2cm)    5312.6    (feet)  VERTCON   
 FQ0356  ___________________________________________________________________
 FQ0356  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FQ0356  VERT ORDER  -  THIRD (See Below)
 FQ0356
 FQ0356.The horizontal coordinates were scaled from a topographic map and have
 FQ0356.an estimated accuracy of +/- 6 seconds.
 FQ0356
 FQ0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 FQ0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FQ0356.The vertical order pertains to the NGVD 29 superseded value.
 FQ0356
 FQ0356.The geoid height was determined by GEOID03.
 FQ0356
 FQ0356;                    North         East    Units  Estimated Accuracy
 FQ0356;SPC AZ C     -   516,530.      249,800.      MT  (+/- 180 meters Scaled)
 FQ0356
 FQ0356                          SUPERSEDED SURVEY CONTROL
 FQ0356
 FQ0356  NGVD 29 (??/??/??) 1618.37   (m)         5309.6    (f) RESET       3  
 FQ0356
 FQ0356.Superseded values are not recommended for survey control.
 FQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0356.See file dsdata.txt to determine how the superseded data were derived.
 FQ0356
 FQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE534460(NAD 83)
 FQ0356_MARKER: DB = BENCH MARK DISK
 FQ0356_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FQ0356_SP_SET: UNSPEC. ROCK
 FQ0356_STAMPING: Z 5 RESET 1935
 FQ0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0356
 FQ0356  HISTORY     - Date     Condition        Report By
 FQ0356  HISTORY     - 1935     MONUMENTED       AZDT
 FQ0356  HISTORY     - 1969     GOOD             NGS
 FQ0356
 FQ0356                          STATION DESCRIPTION
 FQ0356
 FQ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FQ0356'16.6 MI S FROM CAMERON.
 FQ0356'16.6 MILES SOUTH OF CAMERON ON U.S. HWY.  89, BY THE SOUTH ONE OF TWO
 FQ0356'DRIVEWAYS LEADING TO THE SPIDER WEB RANCH.  120 FT. WEST OF THE
 FQ0356'HIGHWAY AND 180 FEET SW OF THE INTERSECTION OF HIGHWAY AND DRIVEWAY,
 FQ0356'ON A ROCK ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0240 ***********************************************************************
 GP0240  DESIGNATION -  Z 50
 GP0240  PID         -  GP0240
 GP0240  STATE/COUNTY-  AZ/COCONINO
 GP0240  USGS QUAD   -  NAVAJO BRIDGE (1985)
 GP0240
 GP0240                         *CURRENT SURVEY CONTROL
 GP0240  ___________________________________________________________________
 GP0240* NAD 83(1992)-  36 48 59.46163(N)    111 38 15.33323(W)     ADJUSTED  
 GP0240* NAVD 88     -      1086.867  (meters)    3565.83   (feet)  POSTED    
 GP0240  ___________________________________________________________________
 GP0240  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GP0240  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 GP0240  DYNAMIC HT  -        1085.640 (meters)    3561.80  (feet)  COMP
 GP0240  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 GP0240
 GP0240  HORZ ORDER  -  SECOND
 GP0240  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0240
 GP0240.The horizontal coordinates were established by classical geodetic methods
 GP0240.and adjusted by the National Geodetic Survey in August 1993.
 GP0240
 GP0240.The orthometric height was determined by differential leveling
 GP0240.and adjusted by the  in 1992.
 GP0240.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0240.rate of 1.1 thru 2.0 mm/km.
 GP0240
 GP0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0240
 GP0240.The geoid height was determined by GEOID03.
 GP0240
 GP0240.The dynamic height is computed by dividing the NAVD 88
 GP0240.geopotential number by the normal gravity value computed on the
 GP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0240.degrees latitude (g = 980.6199 gals.).
 GP0240
 GP0240.The modeled gravity was interpolated from observed gravity values.
 GP0240
 GP0240;                    North         East     Units Scale Factor Converg.
 GP0240;SPC AZ C     -   645,146.288   238,257.951   MT  0.99990763   +0 10 02.1
 GP0240;SPC AZ C     - 2,116,621.68    781,686.19   iFT  0.99990763   +0 10 02.1
 GP0240;UTM  12      - 4,074,707.947   443,133.165   MT  0.99963984   -0 22 55.5
 GP0240
 GP0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0240!SPC AZ C     -   0.99983311  x   0.99990763  =   0.99974076
 GP0240!UTM  12      -   0.99983311  x   0.99963984  =   0.99947301
 GP0240
 GP0240                          SUPERSEDED SURVEY CONTROL
 GP0240
 GP0240  NAD 83(1986)-  36 48 59.45832(N)    111 38 15.33175(W) AD(       ) 2
 GP0240  NAD 27      -  36 48 59.50200(N)    111 38 12.75200(W) AD(       ) 2
 GP0240  NGVD 29 (??/??/92) 1086.005  (m)         3563.00   (f) ADJ UNCH    1 2
 GP0240
 GP0240.Superseded values are not recommended for survey control.
 GP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0240.See file dsdata.txt to determine how the superseded data were derived.
 GP0240
 GP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4313374708(NAD 83)
 GP0240_MARKER: DB = BENCH MARK DISK
 GP0240_SETTING: 66 = SET IN ROCK OUTCROP
 GP0240_SP_SET: ROCK OUTCROP
 GP0240_STAMPING: Z 50 1934
 GP0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0240+STABILITY: POSITION/ELEVATION WELL
 GP0240
 GP0240  HISTORY     - Date     Condition        Report By
 GP0240  HISTORY     - 1947     MONUMENTED       CGS
 GP0240  HISTORY     - 1962     GOOD             NGS
 GP0240  HISTORY     - 1978     MARK NOT FOUND   USGS
 GP0240
 GP0240                          STATION DESCRIPTION
 GP0240
 GP0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GP0240'THE STATION MARBLE CANYON IS LOCATED IN FRONT OF THE MARBLE CANYON
 GP0240'LODGE, WHICH IS 0.7 MILE WEST AND SOUTH OF THE WEST END OF THE NAVAJO
 GP0240'BRIDGE.
 GP0240'
 GP0240'THE MARK IS A STANDARD DISK STAMPED MARBLE CANYON 1947, SET
 GP0240'IN OUTCROPPING BEDROCK FLUSH.  IT IS 80 FEET SOUTH OF THE
 GP0240'CENTER OF U.S. HIGHWAY 89, 16.9 METERS EAST NORTHEAST OF THE
 GP0240'NORTHEAST CORNER OF A ROCK ENCLOSURE, 13.25 METERS NORTH
 GP0240'NORTHWEST OF THE CENTER OF A CORNER PILLAR OF ROCK WALL
 GP0240'AROUND THE LODGE, AND ABOUT MIDWAY BETWEEN THE LODGE AND THE
 GP0240'TEXICO SIGN.
 GP0240'
 GP0240'B.M.Z-50 IS A STANDARD BM STAMPED Z-50 1934, SET IN OUTCROPPING
 GP0240'BEDROCK PROJECTING ABOUT 3 INCHES.  IT IS 64 FEET NORTH OF
 GP0240'THE CENTER OF U.S. HIGHWAY 89, 34 FEET SOUTH SOUTHWEST OF THE
 GP0240'SOUTHWEST CORNER OF A ROCK FOUNDATION FOR ELECTRIC LIGHT POLE.
 GP0240
 GP0240                          STATION RECOVERY (1962)
 GP0240
 GP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GP0240'IN MARBLE CANYON.
 GP0240'AT MARBLE CANYON, 161 FEET EAST OF THE SOUTHEAST CORNER OF THE POST
 GP0240'OFFICE AND SERVICE STATION, 93.0 FEET EAST OF THE CENTERLINE OF A
 GP0240'TRACK ROAD LEADING NORTH-NORTHEAST ALONG THE WEST SIDE OF THE COLORADO
 GP0240'RIVER TO LEES FERRY, 62.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GP0240'89 A, 7.0 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE FOUNDATION OF A
 GP0240'MONUMENT, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A ROCK
 GP0240'OUTCROP PROJECTING 3-INCHES ABOVE THE SURFACE OF THE GROUND.
 GP0240
 GP0240                          STATION RECOVERY (1978)
 GP0240
 GP0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GP0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2331 ***********************************************************************
 CZ2331  DESIGNATION -  Z 50
 CZ2331  PID         -  CZ2331
 CZ2331  STATE/COUNTY-  AZ/PINAL
 CZ2331  USGS QUAD   -  CHUICHU (1992)
 CZ2331
 CZ2331                         *CURRENT SURVEY CONTROL
 CZ2331  ___________________________________________________________________
 CZ2331* NAD 83(1992)-  32 47 30.38475(N)    111 49 31.59728(W)     ADJUSTED  
 CZ2331* NAVD 88     -       429.47   (+/-2cm)    1409.0    (feet)  VERTCON   
 CZ2331  ___________________________________________________________________
 CZ2331  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CZ2331  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ2331  HORZ ORDER  -  FIRST
 CZ2331  VERT ORDER  -  THIRD ? (See Below)
 CZ2331
 CZ2331.The horizontal coordinates were established by classical geodetic methods
 CZ2331.and adjusted by the National Geodetic Survey in August 1993.
 CZ2331
 CZ2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2331.The vertical order pertains to the NGVD 29 superseded value.
 CZ2331
 CZ2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2331
 CZ2331.The geoid height was determined by GEOID03.
 CZ2331
 CZ2331;                    North         East     Units Scale Factor Converg.
 CZ2331;SPC AZ C     -   198,664.678   221,904.196   MT  0.99990090   +0 02 57.9
 CZ2331;SPC AZ C     -   651,787.00    728,032.14   iFT  0.99990090   +0 02 57.9
 CZ2331;UTM  12      - 3,628,504.869   422,708.758   MT  0.99967366   -0 26 49.5
 CZ2331
 CZ2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2331!SPC AZ C     -   0.99993733  x   0.99990090  =   0.99983824
 CZ2331!UTM  12      -   0.99993733  x   0.99967366  =   0.99961102
 CZ2331
 CZ2331|---------------------------------------------------------------------|
 CZ2331| PID    Reference Object                     Distance      Geod. Az  |
 CZ2331|                                                           dddmmss.s |
 CZ2331| CH6276 Z 50 RM E                             8.835 METERS 08854     |
 CZ2331| CZ2286 CHUI                                APPROX. 5.1 KM 1333658.8 |
 CZ2331| CH6277 Z 50 RM S                             8.846 METERS 17855     |
 CZ2331|---------------------------------------------------------------------|
 CZ2331
 CZ2331                          SUPERSEDED SURVEY CONTROL
 CZ2331
 CZ2331  NAD 83(1986)-  32 47 30.37840(N)    111 49 31.59785(W) AD(       ) 1
 CZ2331  NAD 27      -  32 47 30.17685(N)    111 49 29.13004(W) AD(       ) 1
 CZ2331  NGVD 29 (07/19/86)  428.86   (m)         1407.0    (f) LEVELING    3  
 CZ2331
 CZ2331.Superseded values are not recommended for survey control.
 CZ2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2331.See file dsdata.txt to determine how the superseded data were derived.
 CZ2331
 CZ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2270928505(NAD 83)
 CZ2331_MARKER: DD = SURVEY DISK
 CZ2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ2331+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 CZ2331
 CZ2331  HISTORY     - Date     Condition        Report By
 CZ2331  HISTORY     - 1966     MONUMENTED       DMA
 CZ2331  HISTORY     - 20070407 GOOD             GEOCAC
 CZ2331
 CZ2331                          STATION DESCRIPTION
 CZ2331
 CZ2331'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2331'T-7-S.  R-5-E.  IN SECTION 27 NEAR THE NORTHWEST CORNER.
 CZ2331'
 CZ2331'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2331'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2331'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2331'STAMPED--Z 50 1966 ARMY MAP SERVICE.
 CZ2331'
 CZ2331'THE STATION MARK IS LOCATED APPROX. 152 FEET EAST-SOUTHEAST
 CZ2331'OF THE SECTION CORNER.  86 FEET SOUTH OF THE EAST-WEST FENCE.  48
 CZ2331'FEET NORTH-EAST OF THE NORTHWEST-SOUTHEAST DRAIN.
 CZ2331'
 CZ2331'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2331'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2331'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD
 CZ2331'RIGHT.  TURN RIGHT AND GO NORTHWEST AND WEST FOR 2.2 MILES TO A
 CZ2331'SHARP TURN RIGHT AND TRAIL WEST.  CONTINUE ON MAIN ROAD FOR 2.1
 CZ2331'MILES NORTH AND NORTHWEST TO UNDERGROUND GAS LINE AND GAS LINE
 CZ2331'ROAD.  TURN RIGHT AND GO NORTHEAST ON GAS LINE ROAD FOR 1.0
 CZ2331'MILE.  TURN LEFT AND GO NORTHWEST ON THE NORTHEAST SIDE OF
 CZ2331'DRAIN FOR 0.5 MILE TO THE STATION SITE.
 CZ2331
 CZ2331                          STATION RECOVERY (2007)
 CZ2331
 CZ2331'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ2331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0793 ***********************************************************************
 ES0793  DESIGNATION -  Z 500
 ES0793  PID         -  ES0793
 ES0793  STATE/COUNTY-  AZ/NAVAJO
 ES0793  USGS QUAD   -  PORTER CANYON (1986)
 ES0793
 ES0793                         *CURRENT SURVEY CONTROL
 ES0793  ___________________________________________________________________
 ES0793* NAD 83(1986)-  34 46 22.     (N)    110 07 39.     (W)     SCALED    
 ES0793* NAVD 88     -      1633.235  (meters)    5358.37   (feet)  ADJUSTED  
 ES0793  ___________________________________________________________________
 ES0793  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ES0793  DYNAMIC HT  -        1630.955 (meters)    5350.89  (feet)  COMP
 ES0793  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 ES0793
 ES0793  VERT ORDER  -  FIRST     CLASS II
 ES0793
 ES0793.The horizontal coordinates were scaled from a topographic map and have
 ES0793.an estimated accuracy of +/- 6 seconds.
 ES0793
 ES0793.The orthometric height was determined by differential leveling
 ES0793.and adjusted in June 1991.
 ES0793
 ES0793.The geoid height was determined by GEOID03.
 ES0793
 ES0793.The dynamic height is computed by dividing the NAVD 88
 ES0793.geopotential number by the normal gravity value computed on the
 ES0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0793.degrees latitude (g = 980.6199 gals.).
 ES0793
 ES0793.The modeled gravity was interpolated from observed gravity values.
 ES0793
 ES0793;                    North         East    Units  Estimated Accuracy
 ES0793;SPC AZ E     -   418,370.      216,950.      MT  (+/- 180 meters Scaled)
 ES0793
 ES0793                          SUPERSEDED SURVEY CONTROL
 ES0793
 ES0793.No superseded survey control is available for this station.
 ES0793
 ES0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD798481(NAD 83)
 ES0793_MARKER: DB = BENCH MARK DISK
 ES0793_SETTING: 66 = SET IN ROCK OUTCROP
 ES0793_SP_SET: ROCK OUTCROP
 ES0793_STAMPING: Z 500 1983
 ES0793_MARK LOGO: NGS   
 ES0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0793+STABILITY: POSITION/ELEVATION WELL
 ES0793
 ES0793  HISTORY     - Date     Condition        Report By
 ES0793  HISTORY     - 1983     MONUMENTED       NGS
 ES0793
 ES0793                          STATION DESCRIPTION
 ES0793
 ES0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0793'15.2 KM (9.45 MI) SOUTH FROM HOLBROOK.
 ES0793'15.2 KM (9.45 MI) SOUTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0793'WITH HOPI DRIVE IN HOLBROOK, IN THE EAST END OF A 60 BY 150 FT EXPOSED
 ES0793'AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) NORTH OF MILEPOST 379,
 ES0793'75.0 METERS (246.1 FT) NORTHEAST OF THE NORTHEAST END OF A MULTI-BOX
 ES0793'CULVERT SPANNING WASHBOARD WASH AND 62.0 METERS (203.4 FT) EAST OF THE
 ES0793'CENTERLINE OF THE HIGHWAY.
 ES0793'THE MARK IS 1.4 METERS  E FROM  A WITNESS POST AND FENCE
 ES0793'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0818 ***********************************************************************
 ES0818  DESIGNATION -  Z 501
 ES0818  PID         -  ES0818
 ES0818  STATE/COUNTY-  AZ/NAVAJO
 ES0818  USGS QUAD   -  TAYLOR (1970)
 ES0818
 ES0818                         *CURRENT SURVEY CONTROL
 ES0818  ___________________________________________________________________
 ES0818* NAD 83(1986)-  34 23 53.     (N)    110 04 08.     (W)     SCALED    
 ES0818* NAVD 88     -      1762.625  (meters)    5782.88   (feet)  ADJUSTED  
 ES0818  ___________________________________________________________________
 ES0818  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ES0818  DYNAMIC HT  -        1760.069 (meters)    5774.49  (feet)  COMP
 ES0818  MODELED GRAV-     979,123.0   (mgal)                       NAVD 88
 ES0818
 ES0818  VERT ORDER  -  FIRST     CLASS II
 ES0818
 ES0818.The horizontal coordinates were scaled from a topographic map and have
 ES0818.an estimated accuracy of +/- 6 seconds.
 ES0818
 ES0818.The orthometric height was determined by differential leveling
 ES0818.and adjusted in June 1991.
 ES0818
 ES0818.The geoid height was determined by GEOID03.
 ES0818
 ES0818.The dynamic height is computed by dividing the NAVD 88
 ES0818.geopotential number by the normal gravity value computed on the
 ES0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0818.degrees latitude (g = 980.6199 gals.).
 ES0818
 ES0818.The modeled gravity was interpolated from observed gravity values.
 ES0818
 ES0818;                    North         East    Units  Estimated Accuracy
 ES0818;SPC AZ E     -   376,810.      222,350.      MT  (+/- 180 meters Scaled)
 ES0818
 ES0818                          SUPERSEDED SURVEY CONTROL
 ES0818
 ES0818.No superseded survey control is available for this station.
 ES0818
 ES0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD855066(NAD 83)
 ES0818_MARKER: DB = BENCH MARK DISK
 ES0818_SETTING: 66 = SET IN ROCK OUTCROP
 ES0818_SP_SET: ROCK OUTCROP
 ES0818_STAMPING: Z 501 1983
 ES0818_MARK LOGO: NGS   
 ES0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0818+STABILITY: POSITION/ELEVATION WELL
 ES0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ES0818+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 ES0818
 ES0818  HISTORY     - Date     Condition        Report By
 ES0818  HISTORY     - 1983     MONUMENTED       NGS
 ES0818  HISTORY     - 20040819 GOOD             USPSQD
 ES0818
 ES0818                          STATION DESCRIPTION
 ES0818
 ES0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0818'17.5 KM (10.85 MI) NORT FROM SHOW LOW.
 ES0818'17.5 KM (10.85 MI) NORTHERLY ALONG STATE HIGHWAY 77 FROM ITS JUNCTION
 ES0818'WITH STATE HIGHWAY 260 IN SHOW LOW, 0.6 KM (0.35 MI) SOUTHEAST OF
 ES0818'MILEPOST 353, IN THE NORTHWEST END OF AN EXPOSED AREA OF BEDROCK IN A
 ES0818'HIGHWAY CUT, 33.5 METERS (109.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 ES0818'HIGHWAY, 9.8 METERS (32.2 FT) NORTHWEST OF UTILITY POLE NUMBER 3-180,
 ES0818'9.0 METERS (29.5 FT) SOUTH OF THE CENTER OF THE SOUTHWEST END OF A
 ES0818'METAL CULVERT AND 4.1 METERS (13.5 FT) NORTHEAST OF A FENCE.
 ES0818'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 ES0818'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 ES0818
 ES0818                          STATION RECOVERY (2004)
 ES0818
 ES0818'RECOVERY NOTE BY US POWER SQUADRON 2004 (MH)
 ES0818'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0778 ***********************************************************************
 ES0778  DESIGNATION -  Z 502
 ES0778  PID         -  ES0778
 ES0778  STATE/COUNTY-  AZ/NAVAJO
 ES0778  USGS QUAD   -  HOLBROOK (1986)
 ES0778
 ES0778                         *CURRENT SURVEY CONTROL
 ES0778  ___________________________________________________________________
 ES0778* NAD 83(1986)-  34 54 40.     (N)    110 14 06.     (W)     SCALED    
 ES0778* NAVD 88     -      1552.882  (meters)    5094.75   (feet)  ADJUSTED  
 ES0778  ___________________________________________________________________
 ES0778  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ES0778  DYNAMIC HT  -        1550.760 (meters)    5087.79  (feet)  COMP
 ES0778  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 ES0778
 ES0778  VERT ORDER  -  FIRST     CLASS II
 ES0778
 ES0778.The horizontal coordinates were scaled from a topographic map and have
 ES0778.an estimated accuracy of +/- 6 seconds.
 ES0778
 ES0778.The orthometric height was determined by differential leveling
 ES0778.and adjusted in June 1991.
 ES0778
 ES0778.The geoid height was determined by GEOID03.
 ES0778
 ES0778.The dynamic height is computed by dividing the NAVD 88
 ES0778.geopotential number by the normal gravity value computed on the
 ES0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0778.degrees latitude (g = 980.6199 gals.).
 ES0778
 ES0778.The modeled gravity was interpolated from observed gravity values.
 ES0778
 ES0778;                    North         East    Units  Estimated Accuracy
 ES0778;SPC AZ E     -   433,720.      207,120.      MT  (+/- 180 meters Scaled)
 ES0778
 ES0778                          SUPERSEDED SURVEY CONTROL
 ES0778
 ES0778.No superseded survey control is available for this station.
 ES0778
 ES0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD698634(NAD 83)
 ES0778_MARKER: DB = BENCH MARK DISK
 ES0778_SETTING: 66 = SET IN ROCK OUTCROP
 ES0778_SP_SET: ROCK OUTCROP
 ES0778_STAMPING: Z 502 1983
 ES0778_MARK LOGO: NGS   
 ES0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES0778+STABILITY: POSITION/ELEVATION WELL
 ES0778
 ES0778  HISTORY     - Date     Condition        Report By
 ES0778  HISTORY     - 1983     MONUMENTED       NGS
 ES0778
 ES0778                          STATION DESCRIPTION
 ES0778
 ES0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0778'7.4 KM (4.6 MI) WEST FROM HOLBROOK.
 ES0778'7.4 KM (4.6 MI) WESTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 ES0778'40 FROM THE POST OFFICE IN HOLBROOK, 0.5 KM (0.3MI) EAST OF MILEPOST
 ES0778'282, IN THE CENTER OF THE WESTERN 1/4 OF AN EXPOSED AREA OF BEDROCK IN
 ES0778'A HIGHWAY CUT, 19.0 METERS (62.3 FT) EAST OF THE WEST END OF THE CUT
 ES0778'AND 9.8 METERS (32.2 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND
 ES0778'LANES OF THE HIGHWAY.
 ES0778'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 ES0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0550 ***********************************************************************
 FQ0550  DESIGNATION -  Z 503
 FQ0550  PID         -  FQ0550
 FQ0550  STATE/COUNTY-  AZ/COCONINO
 FQ0550  USGS QUAD   -  FLAGSTAFF EAST (1983)
 FQ0550
 FQ0550                         *CURRENT SURVEY CONTROL
 FQ0550  ___________________________________________________________________
 FQ0550* NAD 83(1986)-  35 13 17.     (N)    111 34 28.     (W)     SCALED    
 FQ0550* NAVD 88     -      2069.350  (meters)    6789.19   (feet)  ADJUSTED  
 FQ0550  ___________________________________________________________________
 FQ0550  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FQ0550  DYNAMIC HT  -        2066.396 (meters)    6779.50  (feet)  COMP
 FQ0550  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 FQ0550
 FQ0550  VERT ORDER  -  FIRST     CLASS II
 FQ0550
 FQ0550.The horizontal coordinates were scaled from a topographic map and have
 FQ0550.an estimated accuracy of +/- 6 seconds.
 FQ0550
 FQ0550.The orthometric height was determined by differential leveling
 FQ0550.and adjusted in June 1991.
 FQ0550
 FQ0550.The geoid height was determined by GEOID03.
 FQ0550
 FQ0550.The dynamic height is computed by dividing the NAVD 88
 FQ0550.geopotential number by the normal gravity value computed on the
 FQ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0550.degrees latitude (g = 980.6199 gals.).
 FQ0550
 FQ0550.The modeled gravity was interpolated from observed gravity values.
 FQ0550
 FQ0550;                    North         East    Units  Estimated Accuracy
 FQ0550;SPC AZ C     -   468,190.      244,510.      MT  (+/- 180 meters Scaled)
 FQ0550
 FQ0550                          SUPERSEDED SURVEY CONTROL
 FQ0550
 FQ0550.No superseded survey control is available for this station.
 FQ0550
 FQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVD477977(NAD 83)
 FQ0550_MARKER: I = METAL ROD
 FQ0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FQ0550_SP_SET: STAINLESS STEEL ROD
 FQ0550_STAMPING: Z 503 1983
 FQ0550_MARK LOGO: NGS   
 FQ0550_PROJECTION: FLUSH
 FQ0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0550_ROD/PIPE-DEPTH: 8.3  meters
 FQ0550
 FQ0550  HISTORY     - Date     Condition        Report By
 FQ0550  HISTORY     - 1983     MONUMENTED       NGS
 FQ0550
 FQ0550                          STATION DESCRIPTION
 FQ0550
 FQ0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0550'8.0 KM (4.95 MI) EAST FROM FLAGSTAFF.
 FQ0550'8.0 KM (4.95 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE SANTA FE
 FQ0550'RAILROAD STATION IN FLAGSTAFF, 18.3 METERS (60.0 FT) SOUTH OF THE
 FQ0550'CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.1 FT) NORTH OF A UTILITY
 FQ0550'POLE AND 0.8 METER (2.6 FT) WEST OF A FENCE CORNER.
 FQ0550'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 FQ0550'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES0786 ***********************************************************************
 ES0786  DESIGNATION -  Z 504
 ES0786  PID         -  ES0786
 ES0786  STATE/COUNTY-  AZ/NAVAJO
 ES0786  USGS QUAD   -  HIBBARD (1970)
 ES0786
 ES0786                         *CURRENT SURVEY CONTROL
 ES0786  ___________________________________________________________________
 ES0786* NAD 83(1986)-  34 59 05.     (N)    110 33 17.     (W)     SCALED    
 ES0786* NAVD 88     -      1489.899  (meters)    4888.11   (feet)  ADJUSTED  
 ES0786  ___________________________________________________________________
 ES0786  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ES0786  DYNAMIC HT  -        1487.910 (meters)    4881.58  (feet)  COMP
 ES0786  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 ES0786
 ES0786  VERT ORDER  -  FIRST     CLASS II
 ES0786
 ES0786.The horizontal coordinates were scaled from a topographic map and have
 ES0786.an estimated accuracy of +/- 6 seconds.
 ES0786
 ES0786.The orthometric height was determined by differential leveling
 ES0786.and adjusted in June 1991.
 ES0786
 ES0786.The geoid height was determined by GEOID03.
 ES0786
 ES0786.The dynamic height is computed by dividing the NAVD 88
 ES0786.geopotential number by the normal gravity value computed on the
 ES0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ES0786.degrees latitude (g = 980.6199 gals.).
 ES0786
 ES0786.The modeled gravity was interpolated from observed gravity values.
 ES0786
 ES0786;                    North         East    Units  Estimated Accuracy
 ES0786;SPC AZ E     -   441,950.      177,930.      MT  (+/- 180 meters Scaled)
 ES0786
 ES0786                          SUPERSEDED SURVEY CONTROL
 ES0786
 ES0786.No superseded survey control is available for this station.
 ES0786
 ES0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD406714(NAD 83)
 ES0786_MARKER: I = METAL ROD
 ES0786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ES0786_SP_SET: STAINLESS STEEL ROD
 ES0786_STAMPING: Z 504 1983
 ES0786_MARK LOGO: NGS   
 ES0786_PROJECTION: FLUSH
 ES0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ES0786_ROD/PIPE-DEPTH: 13.4 meters
 ES0786
 ES0786  HISTORY     - Date     Condition        Report By
 ES0786  HISTORY     - 1983     MONUMENTED       NGS
 ES0786
 ES0786                          STATION DESCRIPTION
 ES0786
 ES0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ES0786'14.0 KM (8.7 MI) EAST FROM WINSLOW.
 ES0786'14.0 KM (8.7 MI) EASTERLY ALONG U.S. HIGHWAY 66 AND INTERSTATE
 ES0786'HIGHWAY 40 FROM ITS JUNCTION WITH WILLIAMSON STREET (1 BLOCK SOUTH OF
 ES0786'THE POST OFFICE) IN WINSLOW, 28.7 METERS (94.2 FT) SOUTHWEST OF THE
 ES0786'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 26.0 METERS
 ES0786'(85.3 FT) WEST OF MILEPOST 263, 12.3 METERS (40.4 FT) SOUTHEAST OF A
 ES0786'T-FENCE CORNER AND 7.5 METERS (24.6 FT) SOUTHEAST OF THE CENTER OF A
 ES0786'FIELD ENTRANCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 ES0786'LOGO CAP.
 ES0786'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 ES0786'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0462 ***********************************************************************
 GP0462  DESIGNATION -  Z 505
 GP0462  PID         -  GP0462
 GP0462  STATE/COUNTY-  AZ/COCONINO
 GP0462  USGS QUAD   -  TUBA CITY (1969)
 GP0462
 GP0462                         *CURRENT SURVEY CONTROL
 GP0462  ___________________________________________________________________
 GP0462* NAD 83(1986)-  36 08 48.     (N)    111 08 43.     (W)     SCALED    
 GP0462* NAVD 88     -      1571.481  (meters)    5155.77   (feet)  ADJUSTED  
 GP0462  ___________________________________________________________________
 GP0462  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GP0462  DYNAMIC HT  -        1569.496 (meters)    5149.25  (feet)  COMP
 GP0462  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 GP0462
 GP0462  VERT ORDER  -  FIRST     CLASS II
 GP0462
 GP0462.The horizontal coordinates were scaled from a topographic map and have
 GP0462.an estimated accuracy of +/- 6 seconds.
 GP0462
 GP0462.The orthometric height was determined by differential leveling
 GP0462.and adjusted in June 1991.
 GP0462
 GP0462.The geoid height was determined by GEOID03.
 GP0462
 GP0462.The dynamic height is computed by dividing the NAVD 88
 GP0462.geopotential number by the normal gravity value computed on the
 GP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0462.degrees latitude (g = 980.6199 gals.).
 GP0462
 GP0462.The modeled gravity was interpolated from observed gravity values.
 GP0462
 GP0462;                    North         East    Units  Estimated Accuracy
 GP0462;SPC AZ C     -   571,060.      282,780.      MT  (+/- 180 meters Scaled)
 GP0462
 GP0462                          SUPERSEDED SURVEY CONTROL
 GP0462
 GP0462.No superseded survey control is available for this station.
 GP0462
 GP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF869002(NAD 83)
 GP0462_MARKER: I = METAL ROD
 GP0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0462_SP_SET: STAINLESS STEEL ROD
 GP0462_STAMPING: Z 505 1983
 GP0462_MARK LOGO: NGS   
 GP0462_PROJECTION: FLUSH
 GP0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0462_ROD/PIPE-DEPTH: 3.4  meters
 GP0462
 GP0462  HISTORY     - Date     Condition        Report By
 GP0462  HISTORY     - 1983     MONUMENTED       NGS
 GP0462
 GP0462                          STATION DESCRIPTION
 GP0462
 GP0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0462'8.1 KM (5.05 MI) NE FROM TUBA CITY.
 GP0462'8.1 KM (5.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0462'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 0.4 KM (0.25 MI)
 GP0462'SOUTHWEST OF MILEPOST 327, 61.3 METERS (201.1 FT) NORTHWEST OF THE
 GP0462'CENTERLINE OF THE HIGHWAY, 13.7 METERS (44.9 FT) NORTHEAST OF A
 GP0462'UTILITY POLE AND A UTILITY LINE CROSSING THE HIGHWAY, AND 5.6 METERS
 GP0462'(18.4 FT) NORTHEAST OF THE CENTER OF A PRIVATE DRIVE LEADING NORTH.
 GP0462'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GP0462'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0462'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0437 ***********************************************************************
 GP0437  DESIGNATION -  Z 506
 GP0437  PID         -  GP0437
 GP0437  STATE/COUNTY-  AZ/COCONINO
 GP0437  USGS QUAD   -  COW SPRINGS (1970)
 GP0437
 GP0437                         *CURRENT SURVEY CONTROL
 GP0437  ___________________________________________________________________
 GP0437* NAD 83(1986)-  36 24 31.     (N)    110 50 01.     (W)     SCALED    
 GP0437* NAVD 88     -      1777.775  (meters)    5832.58   (feet)  ADJUSTED  
 GP0437  ___________________________________________________________________
 GP0437  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 GP0437  DYNAMIC HT  -        1775.552 (meters)    5825.29  (feet)  COMP
 GP0437  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 GP0437
 GP0437  VERT ORDER  -  FIRST     CLASS II
 GP0437
 GP0437.The horizontal coordinates were scaled from a topographic map and have
 GP0437.an estimated accuracy of +/- 6 seconds.
 GP0437
 GP0437.The orthometric height was determined by differential leveling
 GP0437.and adjusted in June 1991.
 GP0437
 GP0437.The geoid height was determined by GEOID03.
 GP0437
 GP0437.The dynamic height is computed by dividing the NAVD 88
 GP0437.geopotential number by the normal gravity value computed on the
 GP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0437.degrees latitude (g = 980.6199 gals.).
 GP0437
 GP0437.The modeled gravity was interpolated from observed gravity values.
 GP0437
 GP0437;                    North         East    Units  Estimated Accuracy
 GP0437;SPC AZ C     -   600,390.      310,500.      MT  (+/- 180 meters Scaled)
 GP0437
 GP0437                          SUPERSEDED SURVEY CONTROL
 GP0437
 GP0437.No superseded survey control is available for this station.
 GP0437
 GP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF149292(NAD 83)
 GP0437_MARKER: DB = BENCH MARK DISK
 GP0437_SETTING: 66 = SET IN ROCK OUTCROP
 GP0437_SP_SET: ROCK OUTCROP
 GP0437_STAMPING: Z 506 1983
 GP0437_MARK LOGO: NGS   
 GP0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0437+STABILITY: POSITION/ELEVATION WELL
 GP0437
 GP0437  HISTORY     - Date     Condition        Report By
 GP0437  HISTORY     - 1983     MONUMENTED       NGS
 GP0437
 GP0437                          STATION DESCRIPTION
 GP0437
 GP0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0437'49.9 KM (31.0 MI) NE FROM TUBA CITY.
 GP0437'49.9 KM (31.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0437'JUNCTION WITH STATE HIGHWAY 264 IN TUBA CITY, 1.2 KM (0.75 MI)
 GP0437'SOUTHWEST OF THE COW SPRINGS TRADING POST, 0.9 KM (0.55 MI) NORTHEAST
 GP0437'OF MILEPOST 352, IN THE NORTHEAST END OF A 20- BY 76-FOOT AREA OF
 GP0437'BEDROCK, 30.1 METERS (98.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GP0437'HIGHWAY, 17.2 METERS (56.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 GP0437'OUTCROP, 3.2 METERS (10.5 FT) SOUTHWEST OF THE NORTHEAST END OF
 GP0437'OUTCROP, AND 0.4 METER (1.3 FT) NORTHWEST OF A FENCE.
 GP0437'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0484 ***********************************************************************
 FQ0484  DESIGNATION -  Z 508
 FQ0484  PID         -  FQ0484
 FQ0484  STATE/COUNTY-  AZ/COCONINO
 FQ0484  USGS QUAD   -  EAST OF S P MOUNTAIN (1989)
 FQ0484
 FQ0484                         *CURRENT SURVEY CONTROL
 FQ0484  ___________________________________________________________________
 FQ0484* NAD 83(1986)-  35 34 06.     (N)    111 31 59.     (W)     SCALED    
 FQ0484* NAVD 88     -      1722.636  (meters)    5651.68   (feet)  ADJUSTED  
 FQ0484  ___________________________________________________________________
 FQ0484  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 FQ0484  DYNAMIC HT  -        1720.390 (meters)    5644.31  (feet)  COMP
 FQ0484  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 FQ0484
 FQ0484  VERT ORDER  -  FIRST     CLASS II
 FQ0484
 FQ0484.The horizontal coordinates were scaled from a topographic map and have
 FQ0484.an estimated accuracy of +/- 6 seconds.
 FQ0484
 FQ0484.The orthometric height was determined by differential leveling
 FQ0484.and adjusted in June 1991.
 FQ0484
 FQ0484.The geoid height was determined by GEOID03.
 FQ0484
 FQ0484.The dynamic height is computed by dividing the NAVD 88
 FQ0484.geopotential number by the normal gravity value computed on the
 FQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0484.degrees latitude (g = 980.6199 gals.).
 FQ0484
 FQ0484.The modeled gravity was interpolated from observed gravity values.
 FQ0484
 FQ0484;                    North         East    Units  Estimated Accuracy
 FQ0484;SPC AZ C     -   506,690.      248,130.      MT  (+/- 180 meters Scaled)
 FQ0484
 FQ0484                          SUPERSEDED SURVEY CONTROL
 FQ0484
 FQ0484.No superseded survey control is available for this station.
 FQ0484
 FQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE516362(NAD 83)
 FQ0484_MARKER: DB = BENCH MARK DISK
 FQ0484_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0484_SP_SET: ROCK OUTCROP
 FQ0484_STAMPING: Z 508 1983
 FQ0484_MARK LOGO: NGS   
 FQ0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0484+STABILITY: POSITION/ELEVATION WELL
 FQ0484
 FQ0484  HISTORY     - Date     Condition        Report By
 FQ0484  HISTORY     - 1983     MONUMENTED       NGS
 FQ0484
 FQ0484                          STATION DESCRIPTION
 FQ0484
 FQ0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0484'51.9 KM (32.2 MI) NORTH FROM FLAGSTAFF.
 FQ0484'51.9 KM (32.2 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0484'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE NORTH END OF
 FQ0484'A LARGE VOLCANIC OUTCROP PROJECTING 6 FEET ABOVE THE SURFACE OF THE
 FQ0484'GROUND, 0.5 KM (0.3 MI) NORTH OF MILEPOST 444, 0.8 KM (0.45 MI) SOUTH
 FQ0484'OF THE T JUNCTION OF A ROAD LEADING EAST TO THE WUPATKI RUINS, 34.7
 FQ0484'METERS (114 FT) WEST OF THE HIGHWAY CENTERLINE, 10.9 METERS (36 FT)
 FQ0484'WEST OF THE RIGHT OF WAY FENCE.
 FQ0484'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FQ0484'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0030 ***********************************************************************
 GQ0030  DESIGNATION -  Z 51
 GQ0030  PID         -  GQ0030
 GQ0030  STATE/COUNTY-  AZ/COCONINO
 GQ0030  USGS QUAD   -  LE FEVRE RIDGE (1988)
 GQ0030
 GQ0030                         *CURRENT SURVEY CONTROL
 GQ0030  ___________________________________________________________________
 GQ0030* NAD 83(1986)-  36 47 58.     (N)    112 15 14.     (W)     SCALED    
 GQ0030* NAVD 88     -      2219.250  (meters)    7280.99   (feet)  POSTED    
 GQ0030  ___________________________________________________________________
 GQ0030  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 GQ0030  DYNAMIC HT  -        2216.380 (meters)    7271.57  (feet)  COMP
 GQ0030  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 GQ0030
 GQ0030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0030
 GQ0030.The horizontal coordinates were scaled from a topographic map and have
 GQ0030.an estimated accuracy of +/- 6 seconds.
 GQ0030
 GQ0030.The orthometric height was determined by differential leveling
 GQ0030.and adjusted by the  in 1992.
 GQ0030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0030.rate of 0.0 thru 1.0 mm/km.
 GQ0030
 GQ0030.The geoid height was determined by GEOID03.
 GQ0030
 GQ0030.The dynamic height is computed by dividing the NAVD 88
 GQ0030.geopotential number by the normal gravity value computed on the
 GQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0030.degrees latitude (g = 980.6199 gals.).
 GQ0030
 GQ0030.The modeled gravity was interpolated from observed gravity values.
 GQ0030
 GQ0030;                    North         East    Units  Estimated Accuracy
 GQ0030;SPC AZ C     -   643,270.      183,270.      MT  (+/- 180 meters Scaled)
 GQ0030
 GQ0030                          SUPERSEDED SURVEY CONTROL
 GQ0030
 GQ0030  NGVD 29 (??/??/92) 2218.086  (m)         7277.17   (f) ADJ UNCH    1 2
 GQ0030
 GQ0030.Superseded values are not recommended for survey control.
 GQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0030.See file dsdata.txt to determine how the superseded data were derived.
 GQ0030
 GQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF881733(NAD 83)
 GQ0030_MARKER: DB = BENCH MARK DISK
 GQ0030_SETTING: 66 = SET IN ROCK OUTCROP
 GQ0030_SP_SET: OUTCROP
 GQ0030_STAMPING: Z 51 1934
 GQ0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GQ0030+STABILITY: POSITION/ELEVATION WELL
 GQ0030
 GQ0030  HISTORY     - Date     Condition        Report By
 GQ0030  HISTORY     - 1934     MONUMENTED       CGS
 GQ0030  HISTORY     - 1966     MARK NOT FOUND   USGS
 GQ0030
 GQ0030                          STATION DESCRIPTION
 GQ0030
 GQ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GQ0030'9.2 MI NW FROM JACOB LAKE.
 GQ0030'9.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM JACOB LAKE, COCONINO
 GQ0030'COUNTY, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 GQ0030'LARGE LIMESTONE OUTCROP, AND ABOUT 3 FEET ABOVE THE HIGHWAY.  A
 GQ0030'STANDARD DISK, STAMPED Z 51 1934.
 GQ0030
 GQ0030                          STATION RECOVERY (1966)
 GQ0030
 GQ0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GQ0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2334 ***********************************************************************
 CZ2334  DESIGNATION -  Z 51
 CZ2334  PID         -  CZ2334
 CZ2334  STATE/COUNTY-  AZ/PINAL
 CZ2334  USGS QUAD   -  CHUICHU (1992)
 CZ2334
 CZ2334                         *CURRENT SURVEY CONTROL
 CZ2334  ___________________________________________________________________
 CZ2334* NAD 83(1992)-  32 46 39.26082(N)    111 49 33.14796(W)     ADJUSTED  
 CZ2334* NAVD 88     -       431.25   (+/-2cm)    1414.9    (feet)  VERTCON   
 CZ2334  ___________________________________________________________________
 CZ2334  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CZ2334  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ2334  HORZ ORDER  -  FIRST
 CZ2334  VERT ORDER  -  THIRD ? (See Below)
 CZ2334
 CZ2334.The horizontal coordinates were established by classical geodetic methods
 CZ2334.and adjusted by the National Geodetic Survey in August 1993.
 CZ2334
 CZ2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2334.The vertical order pertains to the NGVD 29 superseded value.
 CZ2334
 CZ2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2334
 CZ2334.The geoid height was determined by GEOID03.
 CZ2334
 CZ2334;                    North         East     Units Scale Factor Converg.
 CZ2334;SPC AZ C     -   197,089.890   221,865.203   MT  0.99990089   +0 02 57.0
 CZ2334;SPC AZ C     -   646,620.37    727,904.21   iFT  0.99990089   +0 02 57.0
 CZ2334;UTM  12      - 3,626,930.835   422,656.135   MT  0.99967376   -0 26 49.7
 CZ2334
 CZ2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2334!SPC AZ C     -   0.99993706  x   0.99990089  =   0.99983795
 CZ2334!UTM  12      -   0.99993706  x   0.99967376  =   0.99961084
 CZ2334
 CZ2334|---------------------------------------------------------------------|
 CZ2334| PID    Reference Object                     Distance      Geod. Az  |
 CZ2334|                                                           dddmmss.s |
 CZ2334| CH6278 Z 51 RM E                             8.835 METERS 08911     |
 CZ2334| CH6279 Z 51 RM S                             8.836 METERS 17911     |
 CZ2334| CZ2363 W 51X                               APPROX. 5.5 KM 2711314.8 |
 CZ2334|---------------------------------------------------------------------|
 CZ2334
 CZ2334                          SUPERSEDED SURVEY CONTROL
 CZ2334
 CZ2334  NAD 83(1986)-  32 46 39.25447(N)    111 49 33.14839(W) AD(       ) 1
 CZ2334  NAD 27      -  32 46 39.05166(N)    111 49 30.68187(W) AD(       ) 1
 CZ2334  NGVD 29 (07/19/86)  430.64   (m)         1412.9    (f) LEVELING    3  
 CZ2334
 CZ2334.Superseded values are not recommended for survey control.
 CZ2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2334.See file dsdata.txt to determine how the superseded data were derived.
 CZ2334
 CZ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2265626931(NAD 83)
 CZ2334_MARKER: DD = SURVEY DISK
 CZ2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2334
 CZ2334  HISTORY     - Date     Condition        Report By
 CZ2334  HISTORY     - 1966     MONUMENTED       DMA
 CZ2334
 CZ2334                          STATION DESCRIPTION
 CZ2334
 CZ2334'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2334'T-7-S.  R-5-E.  IN SECTION 27 NEAR THE SOUTHWEST CORNER.
 CZ2334'
 CZ2334'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2334'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2334'PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2334'STAMPED--Z 51 1966 ARMY MAP SERVICE.
 CZ2334'
 CZ2334'THE STATION MARK IS LOCATED 87.5 FEET NORTHEAST OF THE SECTION
 CZ2334'CORNER.  100 FEET EAST-SOUTHEAST OF A SMALL TREE.
 CZ2334'
 CZ2334'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2334'RESERVATION AT THE CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2334'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD
 CZ2334'RIGHT.  TURN RIGHT AND GO NORTHWEST AND WEST FOR 2.2 MILES TO A
 CZ2334'SHARP TURN RIGHT AND TRAIL WEST.  CONTINUE ON MAIN ROAD NORTH
 CZ2334'THENCE NORTHWEST FOR 1.7 MILES.  TURN RIGHT AND GO CROSS
 CZ2334'COUNTRY NORTH-NORTHEAST FOR 0.2 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0350 ***********************************************************************
 GP0350  DESIGNATION -  Z 510
 GP0350  PID         -  GP0350
 GP0350  STATE/COUNTY-  AZ/COCONINO
 GP0350  USGS QUAD   -  WILLOW SPRINGS (1981)
 GP0350
 GP0350                         *CURRENT SURVEY CONTROL
 GP0350  ___________________________________________________________________
 GP0350* NAD 83(1986)-  36 08 43.     (N)    111 23 50.     (W)     SCALED    
 GP0350* NAVD 88     -      1434.655  (meters)    4706.86   (feet)  ADJUSTED  
 GP0350  ___________________________________________________________________
 GP0350  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 GP0350  DYNAMIC HT  -        1432.896 (meters)    4701.09  (feet)  COMP
 GP0350  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 GP0350
 GP0350  VERT ORDER  -  FIRST     CLASS II
 GP0350
 GP0350.The horizontal coordinates were scaled from a topographic map and have
 GP0350.an estimated accuracy of +/- 6 seconds.
 GP0350
 GP0350.The orthometric height was determined by differential leveling
 GP0350.and adjusted in June 1991.
 GP0350
 GP0350.The geoid height was determined by GEOID03.
 GP0350
 GP0350.The dynamic height is computed by dividing the NAVD 88
 GP0350.geopotential number by the normal gravity value computed on the
 GP0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0350.degrees latitude (g = 980.6199 gals.).
 GP0350
 GP0350.The modeled gravity was interpolated from observed gravity values.
 GP0350
 GP0350;                    North         East    Units  Estimated Accuracy
 GP0350;SPC AZ C     -   570,760.      260,100.      MT  (+/- 180 meters Scaled)
 GP0350
 GP0350                          SUPERSEDED SURVEY CONTROL
 GP0350
 GP0350.No superseded survey control is available for this station.
 GP0350
 GP0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF642001(NAD 83)
 GP0350_MARKER: DB = BENCH MARK DISK
 GP0350_SETTING: 66 = SET IN ROCK OUTCROP
 GP0350_SP_SET: ROCK OUTCROP
 GP0350_STAMPING: Z 510 1983
 GP0350_MARK LOGO: NGS   
 GP0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GP0350+STABILITY: POSITION/ELEVATION WELL
 GP0350
 GP0350  HISTORY     - Date     Condition        Report By
 GP0350  HISTORY     - 1983     MONUMENTED       NGS
 GP0350
 GP0350                          STATION DESCRIPTION
 GP0350
 GP0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0350'30.6 KM (19.0 MI) NORTH FROM CAMERON.
 GP0350'30.6 KM (19.0 MI) NORTH ALONG US HIGHWAY 89 FROM THE POST OFFICE IN
 GP0350'CAMERON, IN TOP OF A SMALL LEDGE OF SANDSTONE OUTCROP AT THE BASE OF A
 GP0350'LOW CUT, 0.8 KM (0.5 MI) NORTH OF MILEPOST 485, 80.0 METERS (260 FT)
 GP0350'NORTH OF A LARGE WASH CROSSING WITH A SMALL GORGE ON THE WEST SIDE OF
 GP0350'THE HIGHWAY CONTAINING THE REMAINS OF SEVERAL HOGANS, 10.0 METERS (33
 GP0350'FT) WEST OF THE HIGHWAY CENTERLINE, 33.0 METERS (108 FT) NORTH OF THE
 GP0350'NORTH END OF A STEEL GUARD RAIL.
 GP0350'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GP0350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0475 ***********************************************************************
 FQ0475  DESIGNATION -  Z 511
 FQ0475  PID         -  FQ0475
 FQ0475  STATE/COUNTY-  AZ/COCONINO
 FQ0475  USGS QUAD   -  O'LEARY PEAK (1983)
 FQ0475
 FQ0475                         *CURRENT SURVEY CONTROL
 FQ0475  ___________________________________________________________________
 FQ0475* NAD 83(1986)-  35 26 43.     (N)    111 33 52.     (W)     SCALED    
 FQ0475* NAVD 88     -      1941.385  (meters)    6369.36   (feet)  ADJUSTED  
 FQ0475  ___________________________________________________________________
 FQ0475  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FQ0475  DYNAMIC HT  -        1938.757 (meters)    6360.74  (feet)  COMP
 FQ0475  MODELED GRAV-     979,210.2   (mgal)                       NAVD 88
 FQ0475
 FQ0475  VERT ORDER  -  FIRST     CLASS II
 FQ0475
 FQ0475.The horizontal coordinates were scaled from a topographic map and have
 FQ0475.an estimated accuracy of +/- 6 seconds.
 FQ0475
 FQ0475.The orthometric height was determined by differential leveling
 FQ0475.and adjusted in June 1991.
 FQ0475
 FQ0475.The geoid height was determined by GEOID03.
 FQ0475
 FQ0475.The dynamic height is computed by dividing the NAVD 88
 FQ0475.geopotential number by the normal gravity value computed on the
 FQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0475.degrees latitude (g = 980.6199 gals.).
 FQ0475
 FQ0475.The modeled gravity was interpolated from observed gravity values.
 FQ0475
 FQ0475;                    North         East    Units  Estimated Accuracy
 FQ0475;SPC AZ C     -   493,030.      245,340.      MT  (+/- 180 meters Scaled)
 FQ0475
 FQ0475                          SUPERSEDED SURVEY CONTROL
 FQ0475
 FQ0475.No superseded survey control is available for this station.
 FQ0475
 FQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE487225(NAD 83)
 FQ0475_MARKER: DB = BENCH MARK DISK
 FQ0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FQ0475_SP_SET: HEADWALL
 FQ0475_STAMPING: Z 511 1983
 FQ0475_MARK LOGO: NGS   
 FQ0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FQ0475
 FQ0475  HISTORY     - Date     Condition        Report By
 FQ0475  HISTORY     - 1983     MONUMENTED       NGS
 FQ0475
 FQ0475                          STATION DESCRIPTION
 FQ0475
 FQ0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FQ0475'37.8 KM (23.5 MI) NORTH FROM FLAGSTAFF.
 FQ0475'37.8 KM (23.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF
 FQ0475'INTERSTATE HIGHWAYS 17 AND 40 IN FLAGSTAFF, IN TOP OF THE NORTH END OF
 FQ0475'THE EAST HEADWALL FOR A 6 BY 10 FOOT BOX CULVERT, 0.6 KM (0.4 MI)
 FQ0475'SOUTH OF MILEPOST 436, 7.3 METERS (24 FT) EAST OF THE HIGHWAY
 FQ0475'CENTERLINE, 0.3 METER (1 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 FQ0475'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0411 ***********************************************************************
 GP0411  DESIGNATION -  Z 512
 GP0411  PID         -  GP0411
 GP0411  STATE/COUNTY-  AZ/NAVAJO
 GP0411  USGS QUAD   -  MARSH PASS (1968)
 GP0411
 GP0411                         *CURRENT SURVEY CONTROL
 GP0411  ___________________________________________________________________
 GP0411* NAD 83(1986)-  36 40 09.     (N)    110 24 22.     (W)     SCALED    
 GP0411* NAVD 88     -      1839.650  (meters)    6035.59   (feet)  ADJUSTED  
 GP0411  ___________________________________________________________________
 GP0411  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GP0411  DYNAMIC HT  -        1837.388 (meters)    6028.16  (feet)  COMP
 GP0411  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 GP0411
 GP0411  VERT ORDER  -  FIRST     CLASS II
 GP0411
 GP0411.The horizontal coordinates were scaled from a topographic map and have
 GP0411.an estimated accuracy of +/- 6 seconds.
 GP0411
 GP0411.The orthometric height was determined by differential leveling
 GP0411.and adjusted in June 1991.
 GP0411
 GP0411.The geoid height was determined by GEOID03.
 GP0411
 GP0411.The dynamic height is computed by dividing the NAVD 88
 GP0411.geopotential number by the normal gravity value computed on the
 GP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0411.degrees latitude (g = 980.6199 gals.).
 GP0411
 GP0411.The modeled gravity was interpolated from observed gravity values.
 GP0411
 GP0411;                    North         East    Units  Estimated Accuracy
 GP0411;SPC AZ E     -   628,790.      191,960.      MT  (+/- 180 meters Scaled)
 GP0411
 GP0411                          SUPERSEDED SURVEY CONTROL
 GP0411
 GP0411.No superseded survey control is available for this station.
 GP0411
 GP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF530583(NAD 83)
 GP0411_MARKER: I = METAL ROD
 GP0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GP0411_SP_SET: STAINLESS STEEL ROD
 GP0411_STAMPING: Z 512 1983
 GP0411_MARK LOGO: NGS   
 GP0411_PROJECTION: FLUSH
 GP0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GP0411_ROD/PIPE-DEPTH: 20.8 meters
 GP0411
 GP0411  HISTORY     - Date     Condition        Report By
 GP0411  HISTORY     - 1983     MONUMENTED       NGS
 GP0411
 GP0411                          STATION DESCRIPTION
 GP0411
 GP0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GP0411'15.2 KM (9.45 MI) SW FROM KAYENTA.
 GP0411'15.2 KM (9.45 FT) SOUTHWESTERLY ALONG U.S. HIGHWAY 160 FROM ITS
 GP0411'JUNCTION WITH U.S. HIGHWAY 163 IN KAYENTA, 127.7 METERS (419.0 FT)
 GP0411'NORTHEAST OF MILEPOST 384, 30.1 METERS (98.8 FT) NORTHWEST OF THE
 GP0411'CENTERLINE OF THE HIGHWAY, AND 8.0 METERS (26.2 FT) SOUTHWEST OF THE
 GP0411'CENTER OF A TRACK ROAD LEADING NORTH.  NOTE=ACCESS TO THE DATUM POINT
 GP0411'IS THROUGH A 5-INCH LOGO CAP.
 GP0411'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 GP0411'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2290 ***********************************************************************
 DU2290  DESIGNATION -  Z 516
 DU2290  PID         -  DU2290
 DU2290  STATE/COUNTY-  AZ/PINAL
 DU2290  USGS QUAD   -  FLORENCE (1981)
 DU2290
 DU2290                         *CURRENT SURVEY CONTROL
 DU2290  ___________________________________________________________________
 DU2290* NAD 83(1986)-  33 05 49.     (N)    111 27 22.     (W)     SCALED    
 DU2290* NAVD 88     -       463.267  (meters)    1519.90   (feet)  ADJUSTED  
 DU2290  ___________________________________________________________________
 DU2290  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DU2290  DYNAMIC HT  -         462.705 (meters)    1518.06  (feet)  COMP
 DU2290  MODELED GRAV-     979,409.3   (mgal)                       NAVD 88
 DU2290
 DU2290  VERT ORDER  -  FIRST     CLASS II
 DU2290
 DU2290.The horizontal coordinates were scaled from a topographic map and have
 DU2290.an estimated accuracy of +/- 6 seconds.
 DU2290
 DU2290.The orthometric height was determined by differential leveling
 DU2290.and adjusted in November 1993.
 DU2290
 DU2290.The geoid height was determined by GEOID03.
 DU2290
 DU2290.The dynamic height is computed by dividing the NAVD 88
 DU2290.geopotential number by the normal gravity value computed on the
 DU2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2290.degrees latitude (g = 980.6199 gals.).
 DU2290
 DU2290.The modeled gravity was interpolated from observed gravity values.
 DU2290
 DU2290;                    North         East    Units  Estimated Accuracy
 DU2290;SPC AZ C     -   232,600.      256,350.      MT  (+/- 180 meters Scaled)
 DU2290
 DU2290                          SUPERSEDED SURVEY CONTROL
 DU2290
 DU2290.No superseded survey control is available for this station.
 DU2290
 DU2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB574621(NAD 83)
 DU2290_MARKER: I = METAL ROD
 DU2290_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DU2290_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DU2290_STAMPING: Z 516 1992
 DU2290_MARK LOGO: NGS   
 DU2290_PROJECTION: FLUSH
 DU2290_MAGNETIC: I = MARKER IS A STEEL ROD
 DU2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DU2290+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 DU2290_ROD/PIPE-DEPTH: 6.9  meters
 DU2290_SLEEVE-DEPTH  : 0.9 meters
 DU2290
 DU2290  HISTORY     - Date     Condition        Report By
 DU2290  HISTORY     - 1992     MONUMENTED       NGS
 DU2290  HISTORY     - 20070509 GOOD             GEOCAC
 DU2290
 DU2290                          STATION DESCRIPTION
 DU2290
 DU2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2290'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 (PINAL PARKWAY)
 DU2290'FROM THE JUNCTION OF STATE HIGHWAY 287 (BUTTE AVENUE) IN FLORENCE,
 DU2290'THENCE 7.4 KM (4.60 MI) WESTERLY ALONG HUNT HIGHWAY, THENCE 5.1 KM
 DU2290'(3.15 MI) NORTHERLY ALONG FELIX ROAD, 88.2 M (289.4 FT) SOUTH OF THE
 DU2290'SOUTH END OF A CULVERT HEADWALL, 46.4 M (152.2 FT) NORTH OF THE
 DU2290'CENTER OF A FIELD ENTRANCE AND GATE, 12.2 M (40.0 FT) EAST OF AND
 DU2290'LEVEL WITH THE ROAD CENTER, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST
 DU2290'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DU2290'CAP.
 DU2290
 DU2290                          STATION RECOVERY (2007)
 DU2290
 DU2290'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU2290'RECOVERED AS DESCRIBED, IN GOOD CONDITION. AN UPDATE TO THE TO REACH,
 DU2290'...THENCE 4.93 KM (3.06 MI) NORTHERLY ALONG FELIX ROAD, THENCE .79 KM
 DU2290'(.49 MI) WEST ALONG TWIN SPUR LANE TO THE END OF THE ROAD AT THE
 DU2290'RAILROAD TRACKS, AND THE MARK ON THE OPPOSITE SIDE OF THE TRACKS...
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2316 ***********************************************************************
 DU2316  DESIGNATION -  Z 517
 DU2316  PID         -  DU2316
 DU2316  STATE/COUNTY-  AZ/MARICOPA
 DU2316  USGS QUAD   -  MESA (1982)
 DU2316
 DU2316                         *CURRENT SURVEY CONTROL
 DU2316  ___________________________________________________________________
 DU2316* NAD 83(1986)-  33 24 54.     (N)    111 45 03.     (W)     SCALED    
 DU2316* NAVD 88     -       392.894  (meters)    1289.02   (feet)  ADJUSTED  
 DU2316  ___________________________________________________________________
 DU2316  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DU2316  DYNAMIC HT  -         392.428 (meters)    1287.49  (feet)  COMP
 DU2316  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 DU2316
 DU2316  VERT ORDER  -  FIRST     CLASS II
 DU2316
 DU2316.The horizontal coordinates were scaled from a topographic map and have
 DU2316.an estimated accuracy of +/- 6 seconds.
 DU2316
 DU2316.The orthometric height was determined by differential leveling
 DU2316.and adjusted in November 1993.
 DU2316
 DU2316.The geoid height was determined by GEOID03.
 DU2316
 DU2316.The dynamic height is computed by dividing the NAVD 88
 DU2316.geopotential number by the normal gravity value computed on the
 DU2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DU2316.degrees latitude (g = 980.6199 gals.).
 DU2316
 DU2316.The modeled gravity was interpolated from observed gravity values.
 DU2316
 DU2316;                    North         East    Units  Estimated Accuracy
 DU2316;SPC AZ C     -   267,790.      228,780.      MT  (+/- 180 meters Scaled)
 DU2316
 DU2316                          SUPERSEDED SURVEY CONTROL
 DU2316
 DU2316.No superseded survey control is available for this station.
 DU2316
 DU2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB301975(NAD 83)
 DU2316_MARKER: DV = VERTICAL CONTROL DISK
 DU2316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU2316_SP_SET: FOOTING
 DU2316_STAMPING: Z 517 1992
 DU2316_MARK LOGO: NGS   
 DU2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DU2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DU2316+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 DU2316
 DU2316  HISTORY     - Date     Condition        Report By
 DU2316  HISTORY     - 1992     MONUMENTED       NGS
 DU2316  HISTORY     - 20051230 GOOD             GEOCAC
 DU2316
 DU2316                          STATION DESCRIPTION
 DU2316
 DU2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DU2316'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 60 (MAIN STREET) FROM
 DU2316'THE JUNCTION OF STATE HIGHWAY 87 (COUNTRY CLUB DRIVE) IN MESA, IN THE
 DU2316'NORTH CONCRETE FOOTING FOR HIGH LINE TOWER NUMBER 22, 20.0 M (65.6
 DU2316'FT) SOUTH OF AND LEVEL WITH THE SOUTH CURB OF THE HIGHWAY, 18.0 M
 DU2316'(59.1 FT) NORTHEAST OF THE NORTHEAST BANK OF A CANAL, 0.3 M (1.0 FT)
 DU2316'NORTH OF THE NORTH TOWER LEG, AND 0.1 M (0.3 FT) ABOVE THE GROUND
 DU2316'SURFACE.
 DU2316
 DU2316                          STATION RECOVERY (2005)
 DU2316
 DU2316'RECOVERY NOTE BY GEOCACHING 2005 (JM)
 DU2316'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE TOWER IS NOW PART
 DU2316'OF A NEXTEL CELL SITE (AZ-0135 GREENFIELD PARK) AND IS ENCLOSED BY A
 DU2316'WALL AND LOCKED GATE. THE MARK, WHICH IS LOCATED IN THE NORTHEAST
 DU2316'TOWER LEG FOOTING, CAN BE ACCESSED BY CALLING THE NEXTEL NUMBER POSTED
 DU2316'ON THE BUILDING DIRECTLY INSIDE THE GATE - WHICH WAS 888-363-9835 -
 DU2316'AND ASKING FOR THE LOCAL CARETAKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2289 ***********************************************************************
 DV2289  DESIGNATION -  Z 518
 DV2289  PID         -  DV2289
 DV2289  STATE/COUNTY-  AZ/MARICOPA
 DV2289  USGS QUAD   -  PHOENIX (1982)
 DV2289
 DV2289                         *CURRENT SURVEY CONTROL
 DV2289  ___________________________________________________________________
 DV2289* NAD 83(1986)-  33 24 25.     (N)    112 00 08.     (W)     SCALED    
 DV2289* NAVD 88     -       342.407  (meters)    1123.38   (feet)  ADJUSTED  
 DV2289  ___________________________________________________________________
 DV2289  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DV2289  DYNAMIC HT  -         342.014 (meters)    1122.09  (feet)  COMP
 DV2289  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 DV2289
 DV2289  VERT ORDER  -  FIRST     CLASS II
 DV2289
 DV2289.The horizontal coordinates were scaled from a topographic map and have
 DV2289.an estimated accuracy of +/- 6 seconds.
 DV2289
 DV2289.The orthometric height was determined by differential leveling
 DV2289.and adjusted in November 1993.
 DV2289
 DV2289.The geoid height was determined by GEOID03.
 DV2289
 DV2289.The dynamic height is computed by dividing the NAVD 88
 DV2289.geopotential number by the normal gravity value computed on the
 DV2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2289.degrees latitude (g = 980.6199 gals.).
 DV2289
 DV2289.The modeled gravity was interpolated from observed gravity values.
 DV2289
 DV2289;                    North         East    Units  Estimated Accuracy
 DV2289;SPC AZ C     -   266,880.      205,400.      MT  (+/- 180 meters Scaled)
 DV2289
 DV2289                          SUPERSEDED SURVEY CONTROL
 DV2289
 DV2289.No superseded survey control is available for this station.
 DV2289
 DV2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB068968(NAD 83)
 DV2289_MARKER: I = METAL ROD
 DV2289_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DV2289+WITH SETTING: INFORMATION.
 DV2289_SP_SET: METAL ROD DRIVEN INTO GROUND
 DV2289_STAMPING: Z 518 1992
 DV2289_MARK LOGO: NGS   
 DV2289_MAGNETIC: I = MARKER IS A STEEL ROD
 DV2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DV2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2289+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2006
 DV2289
 DV2289  HISTORY     - Date     Condition        Report By
 DV2289  HISTORY     - 1992     MONUMENTED       NGS
 DV2289  HISTORY     - 20061026 GOOD             GEOCAC
 DV2289  HISTORY     - 20080501 MARK NOT FOUND   GEOCAC
 DV2289
 DV2289                          STATION DESCRIPTION
 DV2289
 DV2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2289'IN PHOENIX, AT THE INTERSECTION OF EAST BROADWAY ROAD AND SOUTH 37TH
 DV2289'STREET, 9.5 M (31.2 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 DV2289'EASTBOUND LANES OF THE ROAD, 6.8 M (22.3 FT) EAST OF THE CENTER OF A
 DV2289'DRIVEWAY AND THE EXTENDED CENTER OF THE STREET, 0.8 M (2.6 FT) WEST
 DV2289'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE SURROUNDING THE
 DV2289'COMMERCIAL UNION EXCHANGE PARKING AREA, AND 0.4 M (1.3 FT) NORTH OF A
 DV2289'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DV2289'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED, AT 1.0
 DV2289'METERS AND FLUSH WITH THE GROUND.
 DV2289
 DV2289                          STATION RECOVERY (2006)
 DV2289
 DV2289'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2289'RECOVERED IN GOOD CONDITION.
 DV2289
 DV2289                          STATION RECOVERY (2008)
 DV2289
 DV2289'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 DV2289'MEASUREMENTS FELL UNDER A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2314 ***********************************************************************
 DV2314  DESIGNATION -  Z 519
 DV2314  PID         -  DV2314
 DV2314  STATE/COUNTY-  AZ/MARICOPA
 DV2314  USGS QUAD   -  TOLLESON (1982)
 DV2314
 DV2314                         *CURRENT SURVEY CONTROL
 DV2314  ___________________________________________________________________
 DV2314* NAD 83(1986)-  33 25 14.     (N)    112 19 09.     (W)     SCALED    
 DV2314* NAVD 88     -       296.398  (meters)     972.43   (feet)  ADJUSTED  
 DV2314  ___________________________________________________________________
 DV2314  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DV2314  DYNAMIC HT  -         296.056 (meters)     971.31  (feet)  COMP
 DV2314  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 DV2314
 DV2314  VERT ORDER  -  FIRST     CLASS II
 DV2314
 DV2314.The horizontal coordinates were scaled from a topographic map and have
 DV2314.an estimated accuracy of +/- 6 seconds.
 DV2314
 DV2314.The orthometric height was determined by differential leveling
 DV2314.and adjusted in November 1993.
 DV2314
 DV2314.The geoid height was determined by GEOID03.
 DV2314
 DV2314.The dynamic height is computed by dividing the NAVD 88
 DV2314.geopotential number by the normal gravity value computed on the
 DV2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DV2314.degrees latitude (g = 980.6199 gals.).
 DV2314
 DV2314.The modeled gravity was interpolated from observed gravity values.
 DV2314
 DV2314;                    North         East    Units  Estimated Accuracy
 DV2314;SPC AZ C     -   268,460.      175,930.      MT  (+/- 180 meters Scaled)
 DV2314
 DV2314                          SUPERSEDED SURVEY CONTROL
 DV2314
 DV2314.No superseded survey control is available for this station.
 DV2314
 DV2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB773986(NAD 83)
 DV2314_MARKER: DV = VERTICAL CONTROL DISK
 DV2314_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DV2314_SP_SET: FOOTING
 DV2314_STAMPING: Z 519 1992
 DV2314_MARK LOGO: NGS   
 DV2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DV2314+STABILITY: POSITION/ELEVATION WELL
 DV2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2314+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2002
 DV2314
 DV2314  HISTORY     - Date     Condition        Report By
 DV2314  HISTORY     - 1992     MONUMENTED       NGS
 DV2314  HISTORY     - 20021213 GOOD             MCDOT
 DV2314  HISTORY     - 20070323 GOOD             GEOCAC
 DV2314
 DV2314                          STATION DESCRIPTION
 DV2314
 DV2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DV2314'0.3 KM (0.20 MI) EASTERLY ALONG WEST VAN BUREN STREET FROM THE POST
 DV2314'OFFICE IN TOLLESON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG SOUTH
 DV2314'91ST AVENUE, THENCE 5.9 KM (3.65 MI) WESTERLY ALONG WEST LOWER
 DV2314'BUCKEYE ROAD, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF EL MIRAGE
 DV2314'ROAD, NEAR THE WEST EDGE OF THE SOUTHWEST CONCRETE FOOTING FOR HIGH
 DV2314'LINE TOWER NUMBER 82, 15.0 M (49.2 FT) NORTH OF THE ROAD CENTERLINE,
 DV2314'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 DV2314
 DV2314                          STATION RECOVERY (2002)
 DV2314
 DV2314'RECOVERY NOTE BY MARICOPA CO DOT 2002 (BPD)
 DV2314'STATION RECOVERY SUCCESSFUL. MATCHED ELEVATION FROM STATION H 395 BY
 DV2314'-.14 FT USING RTK WITH THE MCDOT GDACS VERTICAL ADJUSTMENT.
 DV2314'A MORE ACCURATE GEODETIC POSITION IS (IN WGS 84)
 DV2314'LAT 33 25 14.56759
 DV2314'LONG -112 19 09.078320
 DV2314
 DV2314                          STATION RECOVERY (2007)
 DV2314
 DV2314'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DV2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FS0498 ***********************************************************************
 FS0498  DESIGNATION -  Z 52
 FS0498  PID         -  FS0498
 FS0498  STATE/COUNTY-  AZ/MOHAVE
 FS0498  USGS QUAD   -  GRASSHOPPER JUNCTION (1967)
 FS0498
 FS0498                         *CURRENT SURVEY CONTROL
 FS0498  ___________________________________________________________________
 FS0498* NAD 83(1986)-  35 29 24.     (N)    114 22 26.     (W)     SCALED    
 FS0498* NAVD 88     -       904.671  (meters)    2968.07   (feet)  POSTED    
 FS0498  ___________________________________________________________________
 FS0498  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FS0498  DYNAMIC HT  -         903.640 (meters)    2964.69  (feet)  COMP
 FS0498  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 FS0498
 FS0498  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0498
 FS0498.The horizontal coordinates were scaled from a topographic map and have
 FS0498.an estimated accuracy of +/- 6 seconds.
 FS0498
 FS0498.The orthometric height was determined by differential leveling
 FS0498.and adjusted by the  in 1992.
 FS0498.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0498.rate of 1.1 thru 2.0 mm/km.
 FS0498
 FS0498.The geoid height was determined by GEOID03.
 FS0498
 FS0498.The dynamic height is computed by dividing the NAVD 88
 FS0498.geopotential number by the normal gravity value computed on the
 FS0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0498.degrees latitude (g = 980.6199 gals.).
 FS0498
 FS0498.The modeled gravity was interpolated from observed gravity values.
 FS0498
 FS0498;                    North         East    Units  Estimated Accuracy
 FS0498;SPC AZ W     -   498,130.      156,750.      MT  (+/- 180 meters Scaled)
 FS0498
 FS0498                          SUPERSEDED SURVEY CONTROL
 FS0498
 FS0498  NGVD 29 (??/??/92)  903.886  (m)         2965.50   (f) ADJ UNCH    1 2
 FS0498
 FS0498.Superseded values are not recommended for survey control.
 FS0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0498.See file dsdata.txt to determine how the superseded data were derived.
 FS0498
 FS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV382305(NAD 83)
 FS0498_MARKER: DB = BENCH MARK DISK
 FS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0498_STAMPING: Z 52 1934
 FS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0498+STABILITY: SURFACE MOTION
 FS0498
 FS0498  HISTORY     - Date     Condition        Report By
 FS0498  HISTORY     - 1934     MONUMENTED       CGS
 FS0498  HISTORY     - 1950     GOOD             NGS
 FS0498
 FS0498                          STATION DESCRIPTION
 FS0498
 FS0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0498'10.1 MI NW FROM GRASSHOPPER JUNCTION.
 FS0498'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0498'STATE HIGHWAY 62 AT GRASSHOPPER JUNCTION, THENCE 2.7 MILES WEST
 FS0498'ALONG A DIRT ROAD LEADING TO THE OLD AERIAL FERRY LANDING, 0.9
 FS0498'MILE WEST OF A TRACK ROAD LEADING NORTH, 41 FEET NORTH OF THE
 FS0498'CENTER LINE OF THE ROAD, 2.1 FEET WEST OF A WITNESS POST, ABOUT
 FS0498'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FS0498'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2335 ***********************************************************************
 CZ2335  DESIGNATION -  Z 52
 CZ2335  PID         -  CZ2335
 CZ2335  STATE/COUNTY-  AZ/PINAL
 CZ2335  USGS QUAD   -  CHUICHU (1992)
 CZ2335
 CZ2335                         *CURRENT SURVEY CONTROL
 CZ2335  ___________________________________________________________________
 CZ2335* NAD 83(1992)-  32 45 46.43864(N)    111 49 33.43874(W)     ADJUSTED  
 CZ2335* NAVD 88     -       435.12   (+/-2cm)    1427.6    (feet)  VERTCON   
 CZ2335  ___________________________________________________________________
 CZ2335  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CZ2335  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ2335  HORZ ORDER  -  FIRST
 CZ2335  VERT ORDER  -  THIRD ? (See Below)
 CZ2335
 CZ2335.The horizontal coordinates were established by classical geodetic methods
 CZ2335.and adjusted by the National Geodetic Survey in August 1993.
 CZ2335
 CZ2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2335.The vertical order pertains to the NGVD 29 superseded value.
 CZ2335
 CZ2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2335
 CZ2335.The geoid height was determined by GEOID03.
 CZ2335
 CZ2335;                    North         East     Units Scale Factor Converg.
 CZ2335;SPC AZ C     -   195,462.823   221,859.030   MT  0.99990089   +0 02 56.7
 CZ2335;SPC AZ C     -   641,282.23    727,883.96   iFT  0.99990089   +0 02 56.7
 CZ2335;UTM  12      - 3,625,304.253   422,635.877   MT  0.99967380   -0 26 49.2
 CZ2335
 CZ2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2335!SPC AZ C     -   0.99993645  x   0.99990089  =   0.99983735
 CZ2335!UTM  12      -   0.99993645  x   0.99967380  =   0.99961027
 CZ2335
 CZ2335|---------------------------------------------------------------------|
 CZ2335| PID    Reference Object                     Distance      Geod. Az  |
 CZ2335|                                                           dddmmss.s |
 CZ2335| CH6280 Z 52 RM E                             8.831 METERS 08834     |
 CZ2335| CH6281 Z 52 RM S                             8.838 METERS 17830     |
 CZ2335| CZ2263 JACK                                APPROX.12.2 KM 2092801.2 |
 CZ2335|---------------------------------------------------------------------|
 CZ2335
 CZ2335                          SUPERSEDED SURVEY CONTROL
 CZ2335
 CZ2335  NAD 83(1986)-  32 45 46.43228(N)    111 49 33.43905(W) AD(       ) 1
 CZ2335  NAD 27      -  32 45 46.22799(N)    111 49 30.97368(W) AD(       ) 1
 CZ2335  NGVD 29 (07/19/86)  434.51   (m)         1425.6    (f) LEVELING    3  
 CZ2335
 CZ2335.Superseded values are not recommended for survey control.
 CZ2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2335.See file dsdata.txt to determine how the superseded data were derived.
 CZ2335
 CZ2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2263625304(NAD 83)
 CZ2335_MARKER: DD = SURVEY DISK
 CZ2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2335
 CZ2335  HISTORY     - Date     Condition        Report By
 CZ2335  HISTORY     - 1966     MONUMENTED       DMA
 CZ2335
 CZ2335                          STATION DESCRIPTION
 CZ2335
 CZ2335'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2335'T-7-S.  R-5-E.  IN SECTION 34 NEAR THE SOUTHWEST CORNER.
 CZ2335'
 CZ2335'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2335'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 CZ2335'DIAMETER PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 CZ2335'MARK IS STAMPED--Z 52 1966 ARMY MAP SERVICE.
 CZ2335'
 CZ2335'THE STATION MARK IS LOCATED 28.3 FEET NORTHEAST OF THE SECTION
 CZ2335'CORNER.  20 FEET NORTH OF THE EAST-WEST SECTION LINE.  20 FEET
 CZ2335'EAST OF THE NORTH-SOUTH SECTION LINE.
 CZ2335'
 CZ2335'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2335'RESERVATION AND CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA
 CZ2335'GO SOUTHWEST ON THE CHUICHU ROAD FOR 1.7 MILES TO A ROAD
 CZ2335'RIGHT.  TURN RIGHT AND GO NORTHWEST AND WEST FOR 2.2 MILES TO A
 CZ2335'SHARP TURN RIGHT AND TRAIL WEST.  GO WEST ON TRAIL FOR 0.2 MILE
 CZ2335'TO A CROSS TRAIL.  TURN RIGHT AND GO NORTHWEST AND
 CZ2335'WEST-NORTHWEST FOR 0.8 MILE.  TURN LEFT AND GO SOUTH (CROSS
 CZ2335'COUNTRY) FOR 0.2 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GR0366 ***********************************************************************
 GR0366  DESIGNATION -  Z 53
 GR0366  PID         -  GR0366
 GR0366  STATE/COUNTY-  AZ/MOHAVE
 GR0366  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR0366
 GR0366                         *CURRENT SURVEY CONTROL
 GR0366  ___________________________________________________________________
 GR0366* NAD 83(1986)-  36 00 08.     (N)    114 04 47.     (W)     SCALED    
 GR0366* NAVD 88     -       925.294  (meters)    3035.74   (feet)  POSTED    
 GR0366  ___________________________________________________________________
 GR0366  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR0366  DYNAMIC HT  -         924.290 (meters)    3032.44  (feet)  COMP
 GR0366  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 GR0366
 GR0366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0366
 GR0366.The horizontal coordinates were scaled from a topographic map and have
 GR0366.an estimated accuracy of +/- 6 seconds.
 GR0366
 GR0366.The orthometric height was determined by differential leveling
 GR0366.and adjusted by the  in 1992.
 GR0366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0366.rate of 0.0 thru 1.0 mm/km.
 GR0366
 GR0366.The geoid height was determined by GEOID03.
 GR0366
 GR0366.The dynamic height is computed by dividing the NAVD 88
 GR0366.geopotential number by the normal gravity value computed on the
 GR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0366.degrees latitude (g = 980.6199 gals.).
 GR0366
 GR0366.The modeled gravity was interpolated from observed gravity values.
 GR0366
 GR0366;                    North         East    Units  Estimated Accuracy
 GR0366;SPC AZ W     -   554,830.      183,630.      MT  (+/- 180 meters Scaled)
 GR0366
 GR0366                          SUPERSEDED SURVEY CONTROL
 GR0366
 GR0366  NGVD 29 (??/??/92)  924.568  (m)         3033.35   (f) ADJ UNCH    1 1
 GR0366
 GR0366.Superseded values are not recommended for survey control.
 GR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0366.See file dsdata.txt to determine how the superseded data were derived.
 GR0366
 GR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV632881(NAD 83)
 GR0366_MARKER: DB = BENCH MARK DISK
 GR0366_SETTING: 66 = SET IN ROCK OUTCROP
 GR0366_SP_SET: BOULDER
 GR0366_STAMPING: Z 53 1934
 GR0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0366+STABILITY: POSITION/ELEVATION WELL
 GR0366
 GR0366  HISTORY     - Date     Condition        Report By
 GR0366  HISTORY     - 1934     MONUMENTED       CGS
 GR0366  HISTORY     - 1950     GOOD             NGS
 GR0366
 GR0366                          STATION DESCRIPTION
 GR0366
 GR0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0366'11.4 MI S FROM PIERCES FERRY.
 GR0366'0.5 MILE WEST ALONG THE GRAVELED PARK SERVICE ROAD FROM THE RANGER
 GR0366'STATION AT PIERCES FERRY, THENCE 10.9 MILES SOUTH ALONG AN OLD
 GR0366'ABANDONED ROAD, 0.3 MILE EAST OF THE PARK SERVICE ROAD, ON THE SOUTH
 GR0366'SLOPE OF A GRADE, IN THE TOP OF A ROUND GRANITE BOULDER WHICH PROJECTS
 GR0366'ABOUT 1 FOOT ABOVE GROUND, 65 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GR0366'OF A LOW RIDGE, 65 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 GR0366'2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2236 ***********************************************************************
 CZ2236  DESIGNATION -  Z 53
 CZ2236  PID         -  CZ2236
 CZ2236  STATE/COUNTY-  AZ/PINAL
 CZ2236  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2236
 CZ2236                         *CURRENT SURVEY CONTROL
 CZ2236  ___________________________________________________________________
 CZ2236* NAD 83(1992)-  32 44 53.21801(N)    111 49 35.38621(W)     ADJUSTED  
 CZ2236* NAVD 88     -       436.92   (+/-2cm)    1433.5    (feet)  VERTCON   
 CZ2236  ___________________________________________________________________
 CZ2236  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 CZ2236  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ2236  HORZ ORDER  -  FIRST
 CZ2236  VERT ORDER  -  THIRD ? (See Below)
 CZ2236
 CZ2236.The horizontal coordinates were established by classical geodetic methods
 CZ2236.and adjusted by the National Geodetic Survey in August 1993.
 CZ2236
 CZ2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2236.The vertical order pertains to the NGVD 29 superseded value.
 CZ2236
 CZ2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2236
 CZ2236.The geoid height was determined by GEOID03.
 CZ2236
 CZ2236;                    North         East     Units Scale Factor Converg.
 CZ2236;SPC AZ C     -   193,823.451   221,809.742   MT  0.99990088   +0 02 55.6
 CZ2236;SPC AZ C     -   635,903.71    727,722.25   iFT  0.99990088   +0 02 55.6
 CZ2236;UTM  12      - 3,623,665.740   422,572.414   MT  0.99967392   -0 26 49.6
 CZ2236
 CZ2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2236!SPC AZ C     -   0.99993617  x   0.99990088  =   0.99983705
 CZ2236!UTM  12      -   0.99993617  x   0.99967392  =   0.99961011
 CZ2236
 CZ2236|---------------------------------------------------------------------|
 CZ2236| PID    Reference Object                     Distance      Geod. Az  |
 CZ2236|                                                           dddmmss.s |
 CZ2236| CH6282 Z 53 RM E                             8.821 METERS 08850     |
 CZ2236| CH6283 Z 53 RM S                             8.832 METERS 17850     |
 CZ2236| CZ2363 W 51X                               APPROX. 6.4 KM 3014556.5 |
 CZ2236|---------------------------------------------------------------------|
 CZ2236
 CZ2236                          SUPERSEDED SURVEY CONTROL
 CZ2236
 CZ2236  NAD 83(1986)-  32 44 53.21165(N)    111 49 35.38641(W) AD(       ) 1
 CZ2236  NAD 27      -  32 44 53.00579(N)    111 49 32.92220(W) AD(       ) 1
 CZ2236  NGVD 29 (07/19/86)  436.32   (m)         1431.5    (f) LEVELING    3  
 CZ2236
 CZ2236.Superseded values are not recommended for survey control.
 CZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2236.See file dsdata.txt to determine how the superseded data were derived.
 CZ2236
 CZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2257223666(NAD 83)
 CZ2236_MARKER: DD = SURVEY DISK
 CZ2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2236
 CZ2236  HISTORY     - Date     Condition        Report By
 CZ2236  HISTORY     - 1966     MONUMENTED       DMA
 CZ2236
 CZ2236                          STATION DESCRIPTION
 CZ2236
 CZ2236'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2236'T-8-S.  R-5-E IN SECTION 11 ABOUT .6 MILE NORTH OF THE SOUTHWEST
 CZ2236'CORNER.  (UNSURVEYED)
 CZ2236'
 CZ2236'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK
 CZ2236'CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2236'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2236'STAMPED--Z 53 1966 ARMY MAP SERVICE.
 CZ2236'
 CZ2236'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN
 CZ2236'RESERVATION AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE,
 CZ2236'ARIZONA GO SOUTHWEST ON THE CHUICHU ROAD FOR 2.0 MILES TO ROAD
 CZ2236'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO A ROAD LEFT.  TURN
 CZ2236'LEFT AND GO WEST FOR 0.7 MILE TO A JUNCTION OF TRAILS.  TAKE
 CZ2236'SOUTHMOST OF THREE TRAILS AND GO SOUTHWEST FOR 0.95 MILES TO A
 CZ2236'CROSS TRAIL.  TURN RIGHT AND GO WEST-NORTHWEST FOR 0.85 MILE TO
 CZ2236'A CROSS TRAIL.  TURN LEFT AND GO SOUTH FOR 0.1 MILE.  GO 400
 CZ2236'FEET SOUTH-SOUTHEAST TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GQ0129 ***********************************************************************
 GQ0129  DESIGNATION -  Z 54
 GQ0129  PID         -  GQ0129
 GQ0129  STATE/COUNTY-  AZ/MOHAVE
 GQ0129  USGS QUAD   -  GYP HILLS (1971)
 GQ0129
 GQ0129                         *CURRENT SURVEY CONTROL
 GQ0129  ___________________________________________________________________
 GQ0129* NAD 83(1986)-  36 19 14.     (N)    113 59 18.     (W)     SCALED    
 GQ0129* NAVD 88     -       491.268  (meters)    1611.77   (feet)  POSTED    
 GQ0129  ___________________________________________________________________
 GQ0129  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GQ0129  DYNAMIC HT  -         490.770 (meters)    1610.13  (feet)  COMP
 GQ0129  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 GQ0129
 GQ0129  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GQ0129
 GQ0129.The horizontal coordinates were scaled from a topographic map and have
 GQ0129.an estimated accuracy of +/- 6 seconds.
 GQ0129
 GQ0129.The orthometric height was determined by differential leveling
 GQ0129.and adjusted by the  in 1992.
 GQ0129.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GQ0129.rate of 0.0 thru 1.0 mm/km.
 GQ0129
 GQ0129.The geoid height was determined by GEOID03.
 GQ0129
 GQ0129.The dynamic height is computed by dividing the NAVD 88
 GQ0129.geopotential number by the normal gravity value computed on the
 GQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GQ0129.degrees latitude (g = 980.6199 gals.).
 GQ0129
 GQ0129.The modeled gravity was interpolated from observed gravity values.
 GQ0129
 GQ0129;                    North         East    Units  Estimated Accuracy
 GQ0129;SPC AZ W     -   590,130.      191,960.      MT  (+/- 180 meters Scaled)
 GQ0129
 GQ0129                          SUPERSEDED SURVEY CONTROL
 GQ0129
 GQ0129  NGVD 29 (??/??/92)  490.578  (m)         1609.50   (f) ADJ UNCH    1 1
 GQ0129
 GQ0129.Superseded values are not recommended for survey control.
 GQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GQ0129.See file dsdata.txt to determine how the superseded data were derived.
 GQ0129
 GQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF317236(NAD 83)
 GQ0129_MARKER: DB = BENCH MARK DISK
 GQ0129_SETTING: 80 = SET IN A BOULDER
 GQ0129_SP_SET: BOULDER
 GQ0129_STAMPING: Z 54 1934
 GQ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GQ0129+STABILITY: SURFACE MOTION
 GQ0129
 GQ0129  HISTORY     - Date     Condition        Report By
 GQ0129  HISTORY     - 1934     MONUMENTED       CGS
 GQ0129  HISTORY     - 1950     GOOD             NGS
 GQ0129
 GQ0129                          STATION DESCRIPTION
 GQ0129
 GQ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GQ0129'40.4 MI S FROM RIVERSIDE, NV.
 GQ0129'39.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GQ0129'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GQ0129'THENCE 0.7 MILE EAST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GQ0129'ROAD, 0.2 MILE NORTHEAST OF THE T JUNCTION OF BLACK WASH AND A WASH
 GQ0129'LEADING NORTHEAST, AT A POINT WHERE THE ROAD DESCENDS INTO A WASH, IN
 GQ0129'THE TOP OF A 2- BY 4-FOOT BLACK BOULDER, ABOUT 166 YARDS WEST OF THE
 GQ0129'WEST BANK OF GRAND WASH, 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 GQ0129'ROAD, 15 FEET SOUTHEAST OF THE SOUTHEAST RIM OF THE WASH, AND 2 1/2
 GQ0129'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2235 ***********************************************************************
 CZ2235  DESIGNATION -  Z 54
 CZ2235  PID         -  CZ2235
 CZ2235  STATE/COUNTY-  AZ/PINAL
 CZ2235  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2235
 CZ2235                         *CURRENT SURVEY CONTROL
 CZ2235  ___________________________________________________________________
 CZ2235* NAD 83(1992)-  32 44 01.04461(N)    111 49 35.28099(W)     ADJUSTED  
 CZ2235* NAVD 88     -       436.78   (+/-2cm)    1433.0    (feet)  VERTCON   
 CZ2235  ___________________________________________________________________
 CZ2235  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 CZ2235  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ2235  HORZ ORDER  -  FIRST
 CZ2235  VERT ORDER  -  THIRD ? (See Below)
 CZ2235
 CZ2235.The horizontal coordinates were established by classical geodetic methods
 CZ2235.and adjusted by the National Geodetic Survey in August 1993.
 CZ2235
 CZ2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2235.The vertical order pertains to the NGVD 29 superseded value.
 CZ2235
 CZ2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2235
 CZ2235.The geoid height was determined by GEOID03.
 CZ2235
 CZ2235;                    North         East     Units Scale Factor Converg.
 CZ2235;SPC AZ C     -   192,216.384   221,813.849   MT  0.99990088   +0 02 55.6
 CZ2235;SPC AZ C     -   630,631.18    727,735.73   iFT  0.99990088   +0 02 55.6
 CZ2235;UTM  12      - 3,622,059.063   422,562.617   MT  0.99967394   -0 26 48.9
 CZ2235
 CZ2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2235!SPC AZ C     -   0.99993619  x   0.99990088  =   0.99983708
 CZ2235!UTM  12      -   0.99993619  x   0.99967394  =   0.99961015
 CZ2235
 CZ2235|---------------------------------------------------------------------|
 CZ2235| PID    Reference Object                     Distance      Geod. Az  |
 CZ2235|                                                           dddmmss.s |
 CZ2235| CH6284 Z 54 RM E                             8.838 METERS 08753     |
 CZ2235| CH6285 Z 54 RM S                             8.839 METERS 17750     |
 CZ2235| CZ2263 JACK                                APPROX. 9.5 KM 2185608.9 |
 CZ2235|---------------------------------------------------------------------|
 CZ2235
 CZ2235                          SUPERSEDED SURVEY CONTROL
 CZ2235
 CZ2235  NAD 83(1986)-  32 44 01.03825(N)    111 49 35.28107(W) AD(       ) 1
 CZ2235  NAD 27      -  32 44 00.83071(N)    111 49 32.81808(W) AD(       ) 1
 CZ2235  NGVD 29 (07/19/86)  436.18   (m)         1431.0    (f) LEVELING    3  
 CZ2235
 CZ2235.Superseded values are not recommended for survey control.
 CZ2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2235.See file dsdata.txt to determine how the superseded data were derived.
 CZ2235
 CZ2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2256322059(NAD 83)
 CZ2235_MARKER: DD = SURVEY DISK
 CZ2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2235
 CZ2235  HISTORY     - Date     Condition        Report By
 CZ2235  HISTORY     - 1966     MONUMENTED       DMA
 CZ2235
 CZ2235                          STATION DESCRIPTION
 CZ2235
 CZ2235'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2235'T-8-S.  R-5-E.  IN SECTION 14 NEAR THE 1/4 CORNER OF SECTION 14 AND
 CZ2235'15.
 CZ2235'
 CZ2235'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2235'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2235'PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2235'STAMPED--Z 54 1966 ARMY MAP SERVICE.
 CZ2235'
 CZ2235'THE STATION MARK IS LOCATED ABOUT 240 FEET SOUTH OF THE
 CZ2235'EAST-NORTHEAST-WEST-SOUTHWEST ROAD.  153 FEET NORTH OF THE
 CZ2235'EAST-WEST DRAIN.  155 FEET EAST OF THE ASSUMED SECTION LINE.  445
 CZ2235'FEET (APPROX.) OF NORTH-SOUTH LEVEE AND ABOUT 500 FEET NORTH OF
 CZ2235'THE 1/4 CORNER.
 CZ2235'
 CZ2235'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2235'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2235'ON THE CHUICHU ROAD FOR 2.4 MILES TO A TRAIL RIGHT.  TURN RIGHT
 CZ2235'AND GO WEST-SOUTHWEST FOR 2.3 MILES.  STATION SITE IS ABOUT 240
 CZ2235'FEET SOUTH OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2238 ***********************************************************************
 CZ2238  DESIGNATION -  Z 55
 CZ2238  PID         -  CZ2238
 CZ2238  STATE/COUNTY-  AZ/PINAL
 CZ2238  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2238
 CZ2238                         *CURRENT SURVEY CONTROL
 CZ2238  ___________________________________________________________________
 CZ2238* NAD 83(1992)-  32 43 08.31357(N)    111 49 36.70731(W)     ADJUSTED  
 CZ2238* NAVD 88     -       441.23   (+/-2cm)    1447.6    (feet)  VERTCON   
 CZ2238  ___________________________________________________________________
 CZ2238  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CZ2238  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ2238  HORZ ORDER  -  FIRST
 CZ2238  VERT ORDER  -  THIRD ? (See Below)
 CZ2238
 CZ2238.The horizontal coordinates were established by classical geodetic methods
 CZ2238.and adjusted by the National Geodetic Survey in August 1993.
 CZ2238
 CZ2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2238.The vertical order pertains to the NGVD 29 superseded value.
 CZ2238
 CZ2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2238
 CZ2238.The geoid height was determined by GEOID03.
 CZ2238
 CZ2238;                    North         East     Units Scale Factor Converg.
 CZ2238;SPC AZ C     -   190,592.111   221,778.092   MT  0.99990087   +0 02 54.7
 CZ2238;SPC AZ C     -   625,302.20    727,618.41   iFT  0.99990087   +0 02 54.7
 CZ2238;UTM  12      - 3,620,435.529   422,512.823   MT  0.99967404   -0 26 49.0
 CZ2238
 CZ2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2238!SPC AZ C     -   0.99993549  x   0.99990087  =   0.99983637
 CZ2238!UTM  12      -   0.99993549  x   0.99967404  =   0.99960955
 CZ2238
 CZ2238|---------------------------------------------------------------------|
 CZ2238| PID    Reference Object                     Distance      Geod. Az  |
 CZ2238|                                                           dddmmss.s |
 CZ2238| CH6286 Z 55 RM E                             8.838 METERS 08838     |
 CZ2238| CH6287 Z 55 RM S                             8.830 METERS 17851     |
 CZ2238| CZ2263 JACK                                APPROX. 8.2 KM 2255137.8 |
 CZ2238|---------------------------------------------------------------------|
 CZ2238
 CZ2238                          SUPERSEDED SURVEY CONTROL
 CZ2238
 CZ2238  NAD 83(1986)-  32 43 08.30721(N)    111 49 36.70727(W) AD(       ) 1
 CZ2238  NAD 27      -  32 43 08.09799(N)    111 49 34.24551(W) AD(       ) 1
 CZ2238  NGVD 29 (07/19/86)  440.63   (m)         1445.6    (f) LEVELING    3  
 CZ2238
 CZ2238.Superseded values are not recommended for survey control.
 CZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2238.See file dsdata.txt to determine how the superseded data were derived.
 CZ2238
 CZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2251320436(NAD 83)
 CZ2238_MARKER: DD = SURVEY DISK
 CZ2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2238
 CZ2238  HISTORY     - Date     Condition        Report By
 CZ2238  HISTORY     - 1966     MONUMENTED       DMA
 CZ2238
 CZ2238                          STATION DESCRIPTION
 CZ2238
 CZ2238'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2238'T-8-S.  R-5-E.  IN SECTION 22 ABOUT 0.35 MILE SOUTH OF THE
 CZ2238'NORTHEAST CORNER.
 CZ2238'
 CZ2238'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2238'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2238'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2238'STAMPED--X 55 1966 ARMY MAP SERVICE.
 CZ2238'
 CZ2238'THE STATION MARK IS LOCATED 20 FEET SOUTHWEST OF A
 CZ2238'NORTHWEST-SOUTHEAST TRAIL.  90 FEET SOUTHWEST OF A
 CZ2238'NORTHWEST-SOUTHEAST DRAIN.  94 FEET EAST-SOUTHEAST OF A 20 FEET
 CZ2238'HIGH SAGUARO CACTUS.  124 FEET WEST-NORTHWEST OF A PALO VERDE
 CZ2238'TREE.  ABOUT 760 FEET NORTH OF THE 1/4 CORNER COMMON TO
 CZ2238'SECTION 22 AND 23 AND WEST OF THE SECTION LINE.
 CZ2238'
 CZ2238'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2238'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2238'SOUTHWEST ON THE CHUICHU ROAD FOR 4.85 MILES TO A TRAIL
 CZ2238'NORTHWEST.  TURN RIGHT AND GO NORTHWEST FOR 0.5 MILE TO THE
 CZ2238'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV0162 ***********************************************************************
 DV0162  DESIGNATION -  Z 56
 DV0162  PID         -  DV0162
 DV0162  STATE/COUNTY-  AZ/MARICOPA
 DV0162  USGS QUAD   -  NEW RIVER (1981)
 DV0162
 DV0162                         *CURRENT SURVEY CONTROL
 DV0162  ___________________________________________________________________
 DV0162* NAD 83(1986)-  33 58 31.     (N)    112 07 49.     (W)     SCALED    
 DV0162* NAVD 88     -       675.95   (+/-2cm)    2217.7    (feet)  VERTCON   
 DV0162  ___________________________________________________________________
 DV0162  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DV0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DV0162
 DV0162.The horizontal coordinates were scaled from a topographic map and have
 DV0162.an estimated accuracy of +/- 6 seconds.
 DV0162
 DV0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV0162.The vertical order pertains to the NGVD 29 superseded value.
 DV0162
 DV0162.The geoid height was determined by GEOID03.
 DV0162
 DV0162;                    North         East    Units  Estimated Accuracy
 DV0162;SPC AZ C     -   329,930.      193,620.      MT  (+/- 180 meters Scaled)
 DV0162
 DV0162                          SUPERSEDED SURVEY CONTROL
 DV0162
 DV0162  NGVD 29 (??/??/92)  675.328  (m)         2215.64   (f) ADJ UNCH    2 0
 DV0162
 DV0162.Superseded values are not recommended for survey control.
 DV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV0162.See file dsdata.txt to determine how the superseded data were derived.
 DV0162
 DV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC955599(NAD 83)
 DV0162_MARKER: DB = BENCH MARK DISK
 DV0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV0162_STAMPING: 22.5.753 Z 56 1934
 DV0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV0162+STABILITY: SURFACE MOTION
 DV0162
 DV0162  HISTORY     - Date     Condition        Report By
 DV0162  HISTORY     - 1934     MONUMENTED       CGS
 DV0162  HISTORY     - 1955     GOOD             NGS
 DV0162
 DV0162                          STATION DESCRIPTION
 DV0162
 DV0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DV0162'5.1 MI N FROM NEW RIVER.
 DV0162'5.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM NEW RIVER, 0.2 MILE
 DV0162'NORTHWEST OF THE JUNCTION OF A ROAD LEADING TO THE T.T. RANCH, 63 FEET
 DV0162'EAST OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF POLES,
 DV0162'DIRECTLY UNDER THE WIRES, AND MIDWAY BETWEEN TWO POLES.  THE CONCRETE
 DV0162'POST PROJECTS 7 INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY HAS BEEN
 DV0162'REALIGNED AND WIDENED, AND THE OLD HIGHWAY IS NOT PASSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2234 ***********************************************************************
 CZ2234  DESIGNATION -  Z 56
 CZ2234  PID         -  CZ2234
 CZ2234  STATE/COUNTY-  AZ/PINAL
 CZ2234  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2234
 CZ2234                         *CURRENT SURVEY CONTROL
 CZ2234  ___________________________________________________________________
 CZ2234* NAD 83(1992)-  32 42 16.22012(N)    111 49 33.99402(W)     ADJUSTED  
 CZ2234* NAVD 88     -       456.11   (+/-2cm)    1496.4    (feet)  VERTCON   
 CZ2234  ___________________________________________________________________
 CZ2234  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CZ2234  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ2234  HORZ ORDER  -  FIRST
 CZ2234  VERT ORDER  -  THIRD ? (See Below)
 CZ2234
 CZ2234.The horizontal coordinates were established by classical geodetic methods
 CZ2234.and adjusted by the National Geodetic Survey in August 1993.
 CZ2234
 CZ2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2234.The vertical order pertains to the NGVD 29 superseded value.
 CZ2234
 CZ2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2234
 CZ2234.The geoid height was determined by GEOID03.
 CZ2234
 CZ2234;                    North         East     Units Scale Factor Converg.
 CZ2234;SPC AZ C     -   188,987.573   221,850.113   MT  0.99990089   +0 02 56.1
 CZ2234;SPC AZ C     -   620,037.97    727,854.70   iFT  0.99990089   +0 02 56.1
 CZ2234;UTM  12      - 3,618,830.792   422,570.955   MT  0.99967392   -0 26 46.9
 CZ2234
 CZ2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2234!SPC AZ C     -   0.99993316  x   0.99990089  =   0.99983405
 CZ2234!UTM  12      -   0.99993316  x   0.99967392  =   0.99960710
 CZ2234
 CZ2234|---------------------------------------------------------------------|
 CZ2234| PID    Reference Object                     Distance      Geod. Az  |
 CZ2234|                                                           dddmmss.s |
 CZ2234| CH6288 Z 56 RM E                             8.831 METERS 08741     |
 CZ2234| CH6289 Z 56 RM S                             8.839 METERS 17744     |
 CZ2234| CZ2363 W 51X                               APPROX. 9.9 KM 3261223.3 |
 CZ2234|---------------------------------------------------------------------|
 CZ2234
 CZ2234                          SUPERSEDED SURVEY CONTROL
 CZ2234
 CZ2234  NAD 83(1986)-  32 42 16.21376(N)    111 49 33.99386(W) AD(       ) 1
 CZ2234  NAD 27      -  32 42 16.00262(N)    111 49 31.53344(W) AD(       ) 1
 CZ2234  NGVD 29 (07/19/86)  455.51   (m)         1494.5    (f) LEVELING    3  
 CZ2234
 CZ2234.Superseded values are not recommended for survey control.
 CZ2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2234.See file dsdata.txt to determine how the superseded data were derived.
 CZ2234
 CZ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2257118831(NAD 83)
 CZ2234_MARKER: DD = SURVEY DISK
 CZ2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2234
 CZ2234  HISTORY     - Date     Condition        Report By
 CZ2234  HISTORY     - 1966     MONUMENTED       DMA
 CZ2234
 CZ2234                          STATION DESCRIPTION
 CZ2234
 CZ2234'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2234'T-8-S.  R-5-E.  IN SECTION 26 ABOUT 0.4 MILE SOUTH OF THE NORTHWEST
 CZ2234'CORNER.
 CZ2234'
 CZ2234'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2234'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2234'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CZ2234'IS STAMPED--Z 56 1966 ARMY MAP SERVICE.
 CZ2234'
 CZ2234'THE MARK IS LOCATED 110 FEET SOUTHWEST OF LARGE DRAIN.  148 FEET
 CZ2234'WEST OF THE CENTERLINE OF NORTH-SOUTH TRAIL.  40 FEET EAST OF SMALL
 CZ2234'LOCUST TREE AND 51 FEET WEST OF SAGUARO CACTUS.
 CZ2234'
 CZ2234'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2234'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO
 CZ2234'SOUTHWEST ON THE CHUICHU ROAD FOR 5.7 MILES TO A DIM TRAIL
 CZ2234'WEST.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0118 ***********************************************************************
 ET0118  DESIGNATION -  Z 57
 ET0118  PID         -  ET0118
 ET0118  STATE/COUNTY-  AZ/YAVAPAI
 ET0118  USGS QUAD   -  PRESCOTT VALLEY SOUTH (1973)
 ET0118
 ET0118                         *CURRENT SURVEY CONTROL
 ET0118  ___________________________________________________________________
 ET0118* NAD 83(1986)-  34 34 11.     (N)    112 18 59.     (W)     SCALED    
 ET0118* NAVD 88     -      1548.03   (+/-2cm)    5078.8    (feet)  VERTCON   
 ET0118  ___________________________________________________________________
 ET0118  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 ET0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0118
 ET0118.The horizontal coordinates were scaled from a topographic map and have
 ET0118.an estimated accuracy of +/- 6 seconds.
 ET0118
 ET0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0118.The vertical order pertains to the NGVD 29 superseded value.
 ET0118
 ET0118.The geoid height was determined by GEOID03.
 ET0118
 ET0118;                    North         East    Units  Estimated Accuracy
 ET0118;SPC AZ C     -   395,920.      176,680.      MT  (+/- 180 meters Scaled)
 ET0118
 ET0118                          SUPERSEDED SURVEY CONTROL
 ET0118
 ET0118  NGVD 29 (??/??/92) 1547.186  (m)         5076.06   (f) ADJ UNCH    2 0
 ET0118
 ET0118.Superseded values are not recommended for survey control.
 ET0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0118.See file dsdata.txt to determine how the superseded data were derived.
 ET0118
 ET0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD792261(NAD 83)
 ET0118_MARKER: DB = BENCH MARK DISK
 ET0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0118_STAMPING: Z 57 1934
 ET0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0118+STABILITY: SURFACE MOTION
 ET0118
 ET0118  HISTORY     - Date     Condition        Report By
 ET0118  HISTORY     - 1934     MONUMENTED       CGS
 ET0118  HISTORY     - 1973     GOOD             USGS
 ET0118  HISTORY     - 19970628 POOR             USPSQD
 ET0118  HISTORY     - 20010806 MARK NOT FOUND   NGS
 ET0118  HISTORY     - 20060509 MARK NOT FOUND   GEOCAC
 ET0118
 ET0118                          STATION DESCRIPTION
 ET0118
 ET0118'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ET0118'11.8 MI E FROM PRESCOTT.
 ET0118'PRESCOTT, 3.9 MILES EAST ON STATE HIGHWAY 69 FROM THE JUNCTION OF US
 ET0118'HIGHWAY 89, THENCE 4.9 MILES EAST ON THE LYNX CREEK ROAD, 54 FT. SOUTH
 ET0118'OF THE CENTERLINE OF THE RD., A STANDARD DISK SET IN THE TOP ON A
 ET0118'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 ET0118
 ET0118                          STATION RECOVERY (1997)
 ET0118
 ET0118'RECOVERY NOTE BY US POWER SQUADRON 1997
 ET0118'MARK RECOVERED IN POOR CONDITION.
 ET0118
 ET0118                          STATION RECOVERY (2001)
 ET0118
 ET0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 ET0118'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ET0118
 ET0118                          STATION RECOVERY (2006)
 ET0118
 ET0118'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 ET0118'AREA SOUTH OF ROADWAY (FROM EDGE OF ROAD TO 100' OUT) HAS BEEN DUG UP
 ET0118'AND REGRADED FOR A NEW NATURAL GAS LINE TO NEARBY STONERIDGE
 ET0118'SUBDIVISION, FROM A POINT APPROXIMATELY 3/4 MILES WEST OF MARK TO A
 ET0118'POINT 2 MILES EAST OF MARK. NO EVIDENCE (SIGN OR CONCRETE) EXISTS OF
 ET0118'MARK ALONG ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2237 ***********************************************************************
 CZ2237  DESIGNATION -  Z 57
 CZ2237  PID         -  CZ2237
 CZ2237  STATE/COUNTY-  AZ/PINAL
 CZ2237  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2237
 CZ2237                         *CURRENT SURVEY CONTROL
 CZ2237  ___________________________________________________________________
 CZ2237* NAD 83(1992)-  32 41 25.06977(N)    111 49 36.67389(W)     ADJUSTED  
 CZ2237* NAVD 88     -       457.92   (+/-2cm)    1502.4    (feet)  VERTCON   
 CZ2237  ___________________________________________________________________
 CZ2237  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 CZ2237  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ2237  HORZ ORDER  -  FIRST
 CZ2237  VERT ORDER  -  THIRD ? (See Below)
 CZ2237
 CZ2237.The horizontal coordinates were established by classical geodetic methods
 CZ2237.and adjusted by the National Geodetic Survey in August 1993.
 CZ2237
 CZ2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2237.The vertical order pertains to the NGVD 29 superseded value.
 CZ2237
 CZ2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2237
 CZ2237.The geoid height was determined by GEOID03.
 CZ2237
 CZ2237;                    North         East     Units Scale Factor Converg.
 CZ2237;SPC AZ C     -   187,411.968   221,781.656   MT  0.99990087   +0 02 54.6
 CZ2237;SPC AZ C     -   614,868.66    727,630.10   iFT  0.99990087   +0 02 54.6
 CZ2237;UTM  12      - 3,617,256.195   422,488.901   MT  0.99967408   -0 26 47.8
 CZ2237
 CZ2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2237!SPC AZ C     -   0.99993287  x   0.99990087  =   0.99983375
 CZ2237!UTM  12      -   0.99993287  x   0.99967408  =   0.99960697
 CZ2237
 CZ2237|---------------------------------------------------------------------|
 CZ2237| PID    Reference Object                     Distance      Geod. Az  |
 CZ2237|                                                           dddmmss.s |
 CZ2237| CH6290 Z 57 RM E                             8.831 METERS 08908     |
 CZ2237| CZ2226 AA 58X                              APPROX. 2.3 KM 1273854.0 |
 CZ2237| CH6291 Z 57 RM S                             8.826 METERS 17908     |
 CZ2237|---------------------------------------------------------------------|
 CZ2237
 CZ2237                          SUPERSEDED SURVEY CONTROL
 CZ2237
 CZ2237  NAD 83(1986)-  32 41 25.06340(N)    111 49 36.67359(W) AD(       ) 1
 CZ2237  NAD 27      -  32 41 24.85054(N)    111 49 34.21500(W) AD(       ) 1
 CZ2237  NGVD 29 (07/19/86)  457.33   (m)         1500.4    (f) LEVELING    3  
 CZ2237
 CZ2237.Superseded values are not recommended for survey control.
 CZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2237.See file dsdata.txt to determine how the superseded data were derived.
 CZ2237
 CZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2248917256(NAD 83)
 CZ2237_MARKER: DD = SURVEY DISK
 CZ2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2237
 CZ2237  HISTORY     - Date     Condition        Report By
 CZ2237  HISTORY     - 1966     MONUMENTED       DMA
 CZ2237
 CZ2237                          STATION DESCRIPTION
 CZ2237
 CZ2237'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2237'T-8-S.  R-5-E.  IN SECTION 34 ABOUT 0.35 MILE SOUTH OF THE
 CZ2237'NORTHEAST CORNER.
 CZ2237'
 CZ2237'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2237'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER
 CZ2237'PROJECTING 0.3 ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2237'STAMPED--Z 57 1966 ARMY MAP SERVICE.
 CZ2237'
 CZ2237'THE STATION MARK IS LOCATED 73 FEET NORTH-NORTHWEST OF A PALO
 CZ2237'VERDE TREE.  59 FEET SOUTHEAST OF A SMALL DRAIN.  130 FEET WEST
 CZ2237'OF A SMALL NORTH-SOUTH DRAIN.  APPROX. 50 FEET WEST OF THE ASSUMED
 CZ2237'NORTH-SOUTH SECTION LINE.
 CZ2237'
 CZ2237'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2237'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2237'ON THE CHUICHU ROAD FOR 6.9 MILES TO TRAIL LEFT.  TURN LEFT AND GO
 CZ2237'SOUTH FOR 0.2 MILES TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0665 ***********************************************************************
 DU0665  DESIGNATION -  Z 58
 DU0665  PID         -  DU0665
 DU0665  STATE/COUNTY-  AZ/PINAL
 DU0665  USGS QUAD   -  BLACKWATER (1981)
 DU0665
 DU0665                         *CURRENT SURVEY CONTROL
 DU0665  ___________________________________________________________________
 DU0665* NAD 83(1986)-  33 01 12.     (N)    111 31 11.     (W)     SCALED    
 DU0665* NAVD 88     -       428.40   (+/-2cm)    1405.5    (feet)  VERTCON   
 DU0665  ___________________________________________________________________
 DU0665  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DU0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0665
 DU0665.The horizontal coordinates were scaled from a topographic map and have
 DU0665.an estimated accuracy of +/- 6 seconds.
 DU0665
 DU0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0665.The vertical order pertains to the NGVD 29 superseded value.
 DU0665
 DU0665.The geoid height was determined by GEOID03.
 DU0665
 DU0665;                    North         East    Units  Estimated Accuracy
 DU0665;SPC AZ C     -   224,040.      250,440.      MT  (+/- 180 meters Scaled)
 DU0665
 DU0665                          SUPERSEDED SURVEY CONTROL
 DU0665
 DU0665  NGVD 29 (??/??/92)  427.884  (m)         1403.82   (f) ADJ UNCH    2 0
 DU0665
 DU0665.Superseded values are not recommended for survey control.
 DU0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0665.See file dsdata.txt to determine how the superseded data were derived.
 DU0665
 DU0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB514536(NAD 83)
 DU0665_MARKER: DB = BENCH MARK DISK
 DU0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DU0665_SP_SET: BRIDGE
 DU0665_STAMPING: Z 58 1934
 DU0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DU0665
 DU0665  HISTORY     - Date     Condition        Report By
 DU0665  HISTORY     - 1934     MONUMENTED       CGS
 DU0665  HISTORY     - 1977     GOOD             USGS
 DU0665  HISTORY     - 20070401 GOOD             GEOCAC
 DU0665
 DU0665                          STATION DESCRIPTION
 DU0665
 DU0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DU0665'3.8 MI N FROM COOLIDGE.
 DU0665'3.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM COOLIDGE,
 DU0665'PINAL COUNTY, 0.5 MILE SOUTH OF POSTON, AT THE BRIDGE OVER GILA RIVER,
 DU0665'IN THE TOP OF THE NORTHWEST PIER, AND 12 FEET WEST OF THE CENTERLINE
 DU0665'OF THE NORTHERN APPROACH TO THE BRIDGE.
 DU0665
 DU0665                          STATION RECOVERY (1977)
 DU0665
 DU0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DU0665'COOLIDGE, 2.8 MI N. OF RR. SITE AT, ALONG SOUTHERN PACIFIC RR. AT
 DU0665'BRIDGE OVER GILA RIVER. 12 FT W. OF CENTERLINE OF NORTH APPROACH TO
 DU0665'BRIDGE. SET IN TOP OF NORTHWEST PIER. NGS DISK STAMPED Z 58 1934.
 DU0665
 DU0665                          STATION RECOVERY (2007)
 DU0665
 DU0665'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 DU0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ2239 ***********************************************************************
 CZ2239  DESIGNATION -  Z 58
 CZ2239  PID         -  CZ2239
 CZ2239  STATE/COUNTY-  AZ/PINAL
 CZ2239  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ2239
 CZ2239                         *CURRENT SURVEY CONTROL
 CZ2239  ___________________________________________________________________
 CZ2239* NAD 83(1992)-  32 40 31.85906(N)    111 49 37.60786(W)     ADJUSTED  
 CZ2239* NAVD 88     -       451.60   (+/-2cm)    1481.6    (feet)  VERTCON   
 CZ2239  ___________________________________________________________________
 CZ2239  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CZ2239  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CZ2239  HORZ ORDER  -  FIRST
 CZ2239  VERT ORDER  -  THIRD ? (See Below)
 CZ2239
 CZ2239.The horizontal coordinates were established by classical geodetic methods
 CZ2239.and adjusted by the National Geodetic Survey in August 1993.
 CZ2239
 CZ2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ2239.The vertical order pertains to the NGVD 29 superseded value.
 CZ2239
 CZ2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2239
 CZ2239.The geoid height was determined by GEOID03.
 CZ2239
 CZ2239;                    North         East     Units Scale Factor Converg.
 CZ2239;SPC AZ C     -   185,772.943   221,758.712   MT  0.99990087   +0 02 54.1
 CZ2239;SPC AZ C     -   609,491.28    727,554.83   iFT  0.99990087   +0 02 54.1
 CZ2239;UTM  12      - 3,615,617.800   422,451.806   MT  0.99967415   -0 26 47.6
 CZ2239
 CZ2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ2239!SPC AZ C     -   0.99993386  x   0.99990087  =   0.99983474
 CZ2239!UTM  12      -   0.99993386  x   0.99967415  =   0.99960803
 CZ2239
 CZ2239:                Primary Azimuth Mark                     Grid Az
 CZ2239:SPC AZ C     -  AA 58X                                   082 52 43.2
 CZ2239:UTM  12      -  AA 58X                                   083 22 24.9
 CZ2239
 CZ2239|---------------------------------------------------------------------|
 CZ2239| PID    Reference Object                     Distance      Geod. Az  |
 CZ2239|                                                           dddmmss.s |
 CZ2239| CZ2226 AA 58X                              APPROX. 1.9 KM 0825537.3 |
 CZ2239| CH6292 Z 58 RM E                             8.834 METERS 08922     |
 CZ2239| CH6293 Z 58 RM S                             8.841 METERS 17919     |
 CZ2239|---------------------------------------------------------------------|
 CZ2239
 CZ2239                          SUPERSEDED SURVEY CONTROL
 CZ2239
 CZ2239  NAD 83(1986)-  32 40 31.85268(N)    111 49 37.60743(W) AD(       ) 1
 CZ2239  NAD 27      -  32 40 31.63839(N)    111 49 35.15013(W) AD(       ) 1
 CZ2239  NGVD 29 (07/19/86)  451.01   (m)         1479.7    (f) LEVELING    3  
 CZ2239
 CZ2239.Superseded values are not recommended for survey control.
 CZ2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2239.See file dsdata.txt to determine how the superseded data were derived.
 CZ2239
 CZ2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB2245215618(NAD 83)
 CZ2239_MARKER: DD = SURVEY DISK
 CZ2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ2239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CZ2239
 CZ2239  HISTORY     - Date     Condition        Report By
 CZ2239  HISTORY     - 1966     MONUMENTED       DMA
 CZ2239
 CZ2239                          STATION DESCRIPTION
 CZ2239
 CZ2239'DESCRIBED BY DEFENSE MAP AGENCY 1966
 CZ2239'T-9-S.  R-5-E.  IN SECTION 3 ABOUT 0.35 MILE SOUTH OF THE
 CZ2239'NORTHEAST CORNER.
 CZ2239'
 CZ2239'THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED
 CZ2239'IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING
 CZ2239'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 CZ2239'STAMPED--Z58 1966 ARMY MAP SERVICE.
 CZ2239'
 CZ2239'THE STATION MARK IS LOCATED 103 FEET SOUTH OF THE SOUTH EDGE
 CZ2239'OF A SMALL GROUP OF MESQUITE TREES.  710 FEET NORTH OF THE 1/4
 CZ2239'CORNER COMMON TO SECTIONS 3 AND 2.  50 FEET WEST OF THE ASSUMED
 CZ2239'SECTION LINE (NORTH-SOUTH).
 CZ2239'
 CZ2239'TO REACH FROM THE NORTH BOUNDARY OF THE PAPAGO INDIAN RESERVATION
 CZ2239'AT CHUICHU ROAD 8 MILES SOUTH OF CASA GRANDE, ARIZONA GO SOUTHWEST
 CZ2239'ON THE CHUICHU ROAD FOR 7.8 MILES TO TRAIL LEFT.  TURN LEFT AND GO
 CZ2239'EAST-SOUTHEAST FOR 0.7 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0450 ***********************************************************************
 CZ0450  DESIGNATION -  Z 59
 CZ0450  PID         -  CZ0450
 CZ0450  STATE/COUNTY-  AZ/PINAL
 CZ0450  USGS QUAD   -  CHIEF BUTTE (1988)
 CZ0450
 CZ0450                         *CURRENT SURVEY CONTROL
 CZ0450  ___________________________________________________________________
 CZ0450* NAD 83(1986)-  32 38 20.     (N)    111 00 46.     (W)     SCALED    
 CZ0450* NAVD 88     -      1022.49   (+/-2cm)    3354.6    (feet)  VERTCON   
 CZ0450  ___________________________________________________________________
 CZ0450  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CZ0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0450
 CZ0450.The horizontal coordinates were scaled from a topographic map and have
 CZ0450.an estimated accuracy of +/- 6 seconds.
 CZ0450
 CZ0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0450.The vertical order pertains to the NGVD 29 superseded value.
 CZ0450
 CZ0450.The geoid height was determined by GEOID03.
 CZ0450
 CZ0450;                    North         East    Units  Estimated Accuracy
 CZ0450;SPC AZ C     -   182,070.      298,170.      MT  (+/- 180 meters Scaled)
 CZ0450
 CZ0450                          SUPERSEDED SURVEY CONTROL
 CZ0450
 CZ0450  NGVD 29 (??/??/92) 1021.80   (m)         3352.4    (f) COMPUTED    2 0
 CZ0450
 CZ0450.Superseded values are not recommended for survey control.
 CZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0450.See file dsdata.txt to determine how the superseded data were derived.
 CZ0450
 CZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB988112(NAD 83)
 CZ0450_MARKER: DB = BENCH MARK DISK
 CZ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0450_STAMPING: Z 59 1934
 CZ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0450+STABILITY: SURFACE MOTION
 CZ0450
 CZ0450  HISTORY     - Date     Condition        Report By
 CZ0450  HISTORY     - 1934     MONUMENTED       CGS
 CZ0450  HISTORY     - 1959     MARK NOT FOUND   USGS
 CZ0450  HISTORY     - 20070128 MARK NOT FOUND   GEOCAC
 CZ0450
 CZ0450                          STATION DESCRIPTION
 CZ0450
 CZ0450'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CZ0450'7.5 MI N FROM WALNUT WELLS.
 CZ0450'7.5 MILES NORTH ALONG U.S. HIGHWAY 80 FROM WALNUT WELLS, 0.1 MILE
 CZ0450'SOUTH OF A CATTLE GUARD, AT THE TOP OF A SMALL RISE, AND 42 FEET WEST
 CZ0450'OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED Z 59 1934
 CZ0450'AND SET IN THE TOP OF A CONCRETE POST. NOTE -- REMAINS OF THE OLD
 CZ0450'CATTLEGUARD WERE FOUND AND A DISTANCE WAS TAPED TO THE LOCATION OF THE
 CZ0450'MARK, BUT NO  RECOVERY WAS MADE. THE HIGHWAY HAS BEEN RELOCATED SINCE
 CZ0450'THIS LINE WAS RUN, THE NEW LOACTION SHOULD NOT HAVE BOTHERED THE BENCH
 CZ0450'MARK.
 CZ0450
 CZ0450                          STATION RECOVERY (2007)
 CZ0450
 CZ0450'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0173 ***********************************************************************
 GP0173  DESIGNATION -  Z 6
 GP0173  PID         -  GP0173
 GP0173  STATE/COUNTY-  AZ/COCONINO
 GP0173  USGS QUAD   -  CEDAR RIDGE (1988)
 GP0173
 GP0173                         *CURRENT SURVEY CONTROL
 GP0173  ___________________________________________________________________
 GP0173* NAD 83(1986)-  36 28 19.     (N)    111 34 22.     (W)     SCALED    
 GP0173* NAVD 88     -      1728.009  (meters)    5669.31   (feet)  POSTED    
 GP0173  ___________________________________________________________________
 GP0173  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 GP0173  DYNAMIC HT  -        1725.860 (meters)    5662.26  (feet)  COMP
 GP0173  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 GP0173
 GP0173  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GP0173
 GP0173.The horizontal coordinates were scaled from a topographic map and have
 GP0173.an estimated accuracy of +/- 6 seconds.
 GP0173
 GP0173.The orthometric height was determined by differential leveling
 GP0173.and adjusted by the  in 1992.
 GP0173.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GP0173.rate of 1.1 thru 2.0 mm/km.
 GP0173
 GP0173.The geoid height was determined by GEOID03.
 GP0173
 GP0173.The dynamic height is computed by dividing the NAVD 88
 GP0173.geopotential number by the normal gravity value computed on the
 GP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0173.degrees latitude (g = 980.6199 gals.).
 GP0173
 GP0173.The modeled gravity was interpolated from observed gravity values.
 GP0173
 GP0173;                    North         East    Units  Estimated Accuracy
 GP0173;SPC AZ C     -   606,930.      244,180.      MT  (+/- 180 meters Scaled)
 GP0173
 GP0173                          SUPERSEDED SURVEY CONTROL
 GP0173
 GP0173  NGVD 29 (??/??/92) 1727.070  (m)         5666.23   (f) ADJ UNCH    1 2
 GP0173
 GP0173.Superseded values are not recommended for survey control.
 GP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0173.See file dsdata.txt to determine how the superseded data were derived.
 GP0173
 GP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF486364(NAD 83)
 GP0173_MARKER: DB = BENCH MARK DISK
 GP0173_SETTING: 80 = SET IN A BOULDER
 GP0173_SP_SET: BOULDER
 GP0173_STAMPING: ELEV 5666.229 FT Z 6 1921
 GP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0173+STABILITY: SURFACE MOTION
 GP0173
 GP0173  HISTORY     - Date     Condition        Report By
 GP0173  HISTORY     - 1921     MONUMENTED       CGS
 GP0173  HISTORY     - 1934     POOR             NGS
 GP0173  HISTORY     - 19850115 GOOD             USGS
 GP0173
 GP0173                          STATION DESCRIPTION
 GP0173
 GP0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GP0173'27.1 MI S FROM MARBLE CANYON.
 GP0173'27.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT MARBLE
 GP0173'CANYON, COCONINO COUNTY, 6.0 MILES NORTH OF THE TRADING POST AT CEDAR
 GP0173'RIDGE, ON THE EAST SLOPE OF A HILL, 160 YARDS WEST OF THE CENTERLINE
 GP0173'OF THE HIGHWAY, 100 YARDS WEST OF THE 1921 ROUTE OF THE HIGHWAY, IN
 GP0173'THE TOP OF THE UPPERMOST OF THREE PROMINENT LONE BOULDERS, AND 3 FEET
 GP0173'ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV 5666.229 FT Z 6 1921.
 GP0173
 GP0173                          STATION RECOVERY (1985)
 GP0173
 GP0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (KWG)
 GP0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0105 ***********************************************************************
 FR0105  DESIGNATION -  Z 60
 FR0105  PID         -  FR0105
 FR0105  STATE/COUNTY-  AZ/COCONINO
 FR0105  USGS QUAD   -  HOWARD MESA (1989)
 FR0105
 FR0105                         *CURRENT SURVEY CONTROL
 FR0105  ___________________________________________________________________
 FR0105* NAD 83(1986)-  35 27 11.     (N)    112 10 42.     (W)     SCALED    
 FR0105* NAVD 88     -      1875.214  (meters)    6152.26   (feet)  POSTED    
 FR0105  ___________________________________________________________________
 FR0105  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FR0105  DYNAMIC HT  -        1872.650 (meters)    6143.85  (feet)  COMP
 FR0105  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 FR0105
 FR0105  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0105
 FR0105.The horizontal coordinates were scaled from a topographic map and have
 FR0105.an estimated accuracy of +/- 6 seconds.
 FR0105
 FR0105.The orthometric height was determined by differential leveling
 FR0105.and adjusted by the  in 1992.
 FR0105.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0105.rate of 0.0 thru 1.0 mm/km.
 FR0105
 FR0105.The geoid height was determined by GEOID03.
 FR0105
 FR0105.The dynamic height is computed by dividing the NAVD 88
 FR0105.geopotential number by the normal gravity value computed on the
 FR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0105.degrees latitude (g = 980.6199 gals.).
 FR0105
 FR0105.The modeled gravity was interpolated from observed gravity values.
 FR0105
 FR0105;                    North         East    Units  Estimated Accuracy
 FR0105;SPC AZ C     -   493,870.      189,610.      MT  (+/- 180 meters Scaled)
 FR0105
 FR0105                          SUPERSEDED SURVEY CONTROL
 FR0105
 FR0105  NGVD 29 (??/??/92) 1874.265  (m)         6149.15   (f) ADJ UNCH    2 0
 FR0105
 FR0105.Superseded values are not recommended for survey control.
 FR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0105.See file dsdata.txt to determine how the superseded data were derived.
 FR0105
 FR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUE930239(NAD 83)
 FR0105_MARKER: DB = BENCH MARK DISK
 FR0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FR0105_SP_SET: ABUTMENT
 FR0105_STAMPING: Z 60 1934
 FR0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FR0105
 FR0105  HISTORY     - Date     Condition        Report By
 FR0105  HISTORY     - 1934     MONUMENTED       CGS
 FR0105
 FR0105                          STATION DESCRIPTION
 FR0105
 FR0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FR0105'15.25 MI N FROM WILLIAMS.
 FR0105'15-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FR0105'FROM THE STATION AT WILLIAMS, COCONINO COUNTY, ABOUT 250 YARDS SOUTH
 FR0105'OF THE SIDING AT BLY, AT BRIDGE 15 B, IN THE TOP OF THE SOUTH CONCRETE
 FR0105'ABUTMENT, AND 6 FEET EAST OF THE CENTER LINE OF THE TRACK. A STANDARD
 FR0105'DISK, STAMPED Z 60 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0362 ***********************************************************************
 FQ0362  DESIGNATION -  Z 61
 FQ0362  PID         -  FQ0362
 FQ0362  STATE/COUNTY-  AZ/COCONINO
 FQ0362  USGS QUAD   -  GRANDVIEW POINT (1989)
 FQ0362
 FQ0362                         *CURRENT SURVEY CONTROL
 FQ0362  ___________________________________________________________________
 FQ0362* NAD 83(1986)-  35 58 35.     (N)    111 57 16.     (W)     SCALED    
 FQ0362* NAVD 88     -      2212.555  (meters)    7259.02   (feet)  POSTED    
 FQ0362  ___________________________________________________________________
 FQ0362  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FQ0362  DYNAMIC HT  -        2209.520 (meters)    7249.07  (feet)  COMP
 FQ0362  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 FQ0362
 FQ0362  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FQ0362
 FQ0362.The horizontal coordinates were scaled from a topographic map and have
 FQ0362.an estimated accuracy of +/- 6 seconds.
 FQ0362
 FQ0362.The orthometric height was determined by differential leveling
 FQ0362.and adjusted by the  in 1992.
 FQ0362.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FQ0362.rate of 0.0 thru 1.0 mm/km.
 FQ0362
 FQ0362.The geoid height was determined by GEOID03.
 FQ0362
 FQ0362.The dynamic height is computed by dividing the NAVD 88
 FQ0362.geopotential number by the normal gravity value computed on the
 FQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0362.degrees latitude (g = 980.6199 gals.).
 FQ0362
 FQ0362.The modeled gravity was interpolated from observed gravity values.
 FQ0362
 FQ0362;                    North         East    Units  Estimated Accuracy
 FQ0362;SPC AZ C     -   551,890.      209,950.      MT  (+/- 180 meters Scaled)
 FQ0362
 FQ0362                          SUPERSEDED SURVEY CONTROL
 FQ0362
 FQ0362  NGVD 29 (??/??/92) 2211.502  (m)         7255.57   (f) ADJ UNCH    2 0
 FQ0362
 FQ0362.Superseded values are not recommended for survey control.
 FQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0362.See file dsdata.txt to determine how the superseded data were derived.
 FQ0362
 FQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE139817(NAD 83)
 FQ0362_MARKER: DB = BENCH MARK DISK
 FQ0362_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0362_SP_SET: LIMESTONE LEDGE
 FQ0362_STAMPING: Z 61 1934
 FQ0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0362+STABILITY: POSITION/ELEVATION WELL
 FQ0362
 FQ0362  HISTORY     - Date     Condition        Report By
 FQ0362  HISTORY     - 1934     MONUMENTED       CGS
 FQ0362  HISTORY     - 1962     MARK NOT FOUND   USGS
 FQ0362
 FQ0362                          STATION DESCRIPTION
 FQ0362
 FQ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0362'14.6 MI E FROM GRAND CANYON.
 FQ0362'ABOUT 14.6 MILES EAST ALONG STATE HIGHWAY 64 FROM EL TOVAR HOTEL AT
 FQ0362'GRAND CANYON, COCONINO COUNTY, ABOUT 3.4 MILES EAST OF GRANDVIEW,
 FQ0362'ABOUT 110 FEET SOUTHEAST OF A DIRT ROAD LEADING NORTHEAST TO A RANCH
 FQ0362'HOUSE, 94 FEET EAST OF A MAIL BOX, 49 FEET WEST OF THE CROSSING OF A
 FQ0362'ROW OF POLES, AT A CUT, 19 FEET SOUTH OF THE CENTER LINE OF THE
 FQ0362'HIGHWAY, AND IN THE TOP OF A LIMESTONE LEDGE.  A STANDARD DISK,
 FQ0362'STAMPED Z 61 1934.  NOTE-- STATE HIGHWAY 64 WAS RELOCATED IN THIS AREA
 FQ0362'IN 1959.
 FQ0362
 FQ0362                          STATION RECOVERY (1962)
 FQ0362
 FQ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FQ0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0163 ***********************************************************************
 GP0163  DESIGNATION -  Z 62
 GP0163  PID         -  GP0163
 GP0163  STATE/COUNTY-  AZ/COCONINO
 GP0163  USGS QUAD   -  MOENKOPI (1969)
 GP0163
 GP0163                         *CURRENT SURVEY CONTROL
 GP0163  ___________________________________________________________________
 GP0163* NAD 83(1986)-  36 06 03.     (N)    111 11 46.     (W)     SCALED    
 GP0163* NAVD 88     -      1443.102  (meters)    4734.58   (feet)  ADJUSTED  
 GP0163  ___________________________________________________________________
 GP0163  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 GP0163  DYNAMIC HT  -        1441.284 (meters)    4728.61  (feet)  COMP
 GP0163  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 GP0163
 GP0163  VERT ORDER  -  SECOND    CLASS 0
 GP0163
 GP0163.The horizontal coordinates were scaled from a topographic map and have
 GP0163.an estimated accuracy of +/- 6 seconds.
 GP0163
 GP0163.The orthometric height was determined by differential leveling
 GP0163.and adjusted in June 1991.
 GP0163
 GP0163.The geoid height was determined by GEOID03.
 GP0163
 GP0163.The dynamic height is computed by dividing the NAVD 88
 GP0163.geopotential number by the normal gravity value computed on the
 GP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0163.degrees latitude (g = 980.6199 gals.).
 GP0163
 GP0163.The modeled gravity was interpolated from observed gravity values.
 GP0163
 GP0163;                    North         East    Units  Estimated Accuracy
 GP0163;SPC AZ C     -   565,940.      278,240.      MT  (+/- 180 meters Scaled)
 GP0163
 GP0163                          SUPERSEDED SURVEY CONTROL
 GP0163
 GP0163  NGVD 29 (??/??/92) 1442.184  (m)         4731.57   (f) ADJ UNCH    2 0
 GP0163
 GP0163.Superseded values are not recommended for survey control.
 GP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0163.See file dsdata.txt to determine how the superseded data were derived.
 GP0163
 GP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVE823951(NAD 83)
 GP0163_MARKER: DB = BENCH MARK DISK
 GP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GP0163_STAMPING: Z 62 1934
 GP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0163+STABILITY: SURFACE MOTION
 GP0163
 GP0163  HISTORY     - Date     Condition        Report By
 GP0163  HISTORY     - 1934     MONUMENTED       CGS
 GP0163  HISTORY     - 1983     MARK NOT FOUND   NGS
 GP0163
 GP0163                          STATION DESCRIPTION
 GP0163
 GP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GP0163'3.8 MI SE FROM TUBA CITY.
 GP0163'3.8 MILES SOUTHEAST ALONG THE ORAIBI ROAD FROM TUBA CITY, COCONINO
 GP0163'COUNTY, 0.4 MILE EAST OF THE ROAD INTERSECTION AT MOENKOPI WASH, 46
 GP0163'FEET WEST OF THE RIM OF THE WASH, AND 67 FEET EAST OF THE CENTERLINE
 GP0163'OF THE ROAD.  A STANDARD DISK, STAMPED Z 62 1934 AND SET IN THE TOP OF
 GP0163'A CONCRETE POST.  NOTE-- TUBA CITY, JUNCTION OF U.S. HIGHWAY 164 AND
 GP0163'STATE HIGHWAY 264.  3.7 MILES SOUTH OF ALONG STATE HIGHWAY 264. 0.4
 GP0163'MILE SOUTHEAST OF THE ROAD INTERSECTION AT MOENKOPI WASH.  85 FT.
 GP0163'NORTHEAST OF CENTERLINE OF THE HIGHWAY AT CURVE, 46 FT. WEST OF THE
 GP0163'RIM OF THE WASH, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FT.  A
 GP0163'USC AND GS TABLET STAMPED Z 62 1934.
 GP0163
 GP0163                          STATION RECOVERY (1983)
 GP0163
 GP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0129 ***********************************************************************
 FQ0129  DESIGNATION -  Z 63
 FQ0129  PID         -  FQ0129
 FQ0129  STATE/COUNTY-  AZ/NAVAJO
 FQ0129  USGS QUAD   -  HOTEVILLA (1991)
 FQ0129
 FQ0129                         *CURRENT SURVEY CONTROL
 FQ0129  ___________________________________________________________________
 FQ0129* NAD 83(1986)-  35 55 16.     (N)    110 40 00.     (W)     SCALED    
 FQ0129* NAVD 88     -      1940.411  (meters)    6366.17   (feet)  ADJUSTED  
 FQ0129  ___________________________________________________________________
 FQ0129  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 FQ0129  DYNAMIC HT  -        1937.887 (meters)    6357.88  (feet)  COMP
 FQ0129  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 FQ0129
 FQ0129  VERT ORDER  -  SECOND    CLASS 0
 FQ0129
 FQ0129.The horizontal coordinates were scaled from a topographic map and have
 FQ0129.an estimated accuracy of +/- 6 seconds.
 FQ0129
 FQ0129.The orthometric height was determined by differential leveling
 FQ0129.and adjusted in June 1991.
 FQ0129
 FQ0129.The geoid height was determined by GEOID03.
 FQ0129
 FQ0129.The dynamic height is computed by dividing the NAVD 88
 FQ0129.geopotential number by the normal gravity value computed on the
 FQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0129.degrees latitude (g = 980.6199 gals.).
 FQ0129
 FQ0129.The modeled gravity was interpolated from observed gravity values.
 FQ0129
 FQ0129;                    North         East    Units  Estimated Accuracy
 FQ0129;SPC AZ E     -   545,880.      168,240.      MT  (+/- 180 meters Scaled)
 FQ0129
 FQ0129                          SUPERSEDED SURVEY CONTROL
 FQ0129
 FQ0129  NGVD 29 (??/??/92) 1939.509  (m)         6363.21   (f) ADJ UNCH    2 0
 FQ0129
 FQ0129.Superseded values are not recommended for survey control.
 FQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0129.See file dsdata.txt to determine how the superseded data were derived.
 FQ0129
 FQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE300752(NAD 83)
 FQ0129_MARKER: DB = BENCH MARK DISK
 FQ0129_SETTING: 66 = SET IN ROCK OUTCROP
 FQ0129_SP_SET: SANDSTONE OUTCROP
 FQ0129_STAMPING: Z 63 1934
 FQ0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FQ0129+STABILITY: POSITION/ELEVATION WELL
 FQ0129
 FQ0129  HISTORY     - Date     Condition        Report By
 FQ0129  HISTORY     - 1934     MONUMENTED       CGS
 FQ0129  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0129
 FQ0129                          STATION DESCRIPTION
 FQ0129
 FQ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0129'5.9 MI NW FROM ORAIBI.
 FQ0129'5.9 MILES NORTHWEST ALONG THE TUBA CITY ROAD FROM ORAIBI, NAVAJO
 FQ0129'COUNTY, AT HOTEVILLA, AT THE SOUTHWEST CORNER OF STONE BUILDING 604
 FQ0129'USED IN 1934 AS AN INDIAN SCHOOL, 44 FEET EAST OF THE CENTERLINE OF
 FQ0129'THE ROAD, AND IN THE TOP OF A FLAT SANDSTONE OUTCROP.  A STANDARD
 FQ0129'DISK, STAMPED Z 63 1934.  NOTE-- BUILDING 604 REFERRED TO IN THE
 FQ0129'ORIGINAL NOTES IS NOW THE HOTEVILLA POST OFFICE.  A LARGE PARKING LOT
 FQ0129'HAS BEEN GRADED AROUND THE BUILDING.
 FQ0129
 FQ0129                          STATION RECOVERY (1965)
 FQ0129
 FQ0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0015 ***********************************************************************
 FQ0015  DESIGNATION -  Z 64
 FQ0015  PID         -  FQ0015
 FQ0015  STATE/COUNTY-  AZ/NAVAJO
 FQ0015  USGS QUAD   -  KEAMS CANYON (1991)
 FQ0015
 FQ0015                         *CURRENT SURVEY CONTROL
 FQ0015  ___________________________________________________________________
 FQ0015* NAD 83(1986)-  35 48 52.     (N)    110 08 47.     (W)     SCALED    
 FQ0015* NAVD 88     -      1999.448  (meters)    6559.86   (feet)  ADJUSTED  
 FQ0015  ___________________________________________________________________
 FQ0015  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 FQ0015  DYNAMIC HT  -        1996.765 (meters)    6551.05  (feet)  COMP
 FQ0015  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 FQ0015
 FQ0015  VERT ORDER  -  SECOND    CLASS 0
 FQ0015
 FQ0015.The horizontal coordinates were scaled from a topographic map and have
 FQ0015.an estimated accuracy of +/- 6 seconds.
 FQ0015
 FQ0015.The orthometric height was determined by differential leveling
 FQ0015.and adjusted in June 1991.
 FQ0015
 FQ0015.The geoid height was determined by GEOID03.
 FQ0015
 FQ0015.The dynamic height is computed by dividing the NAVD 88
 FQ0015.geopotential number by the normal gravity value computed on the
 FQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0015.degrees latitude (g = 980.6199 gals.).
 FQ0015
 FQ0015.The modeled gravity was interpolated from observed gravity values.
 FQ0015
 FQ0015;                    North         East    Units  Estimated Accuracy
 FQ0015;SPC AZ E     -   533,930.      215,190.      MT  (+/- 180 meters Scaled)
 FQ0015
 FQ0015                          SUPERSEDED SURVEY CONTROL
 FQ0015
 FQ0015  NGVD 29 (??/??/92) 1998.492  (m)         6556.72   (f) ADJ UNCH    2 0
 FQ0015
 FQ0015.Superseded values are not recommended for survey control.
 FQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0015.See file dsdata.txt to determine how the superseded data were derived.
 FQ0015
 FQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE771637(NAD 83)
 FQ0015_MARKER: DB = BENCH MARK DISK
 FQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0015_STAMPING: Z 64 1934
 FQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0015+STABILITY: SURFACE MOTION
 FQ0015
 FQ0015  HISTORY     - Date     Condition        Report By
 FQ0015  HISTORY     - 1934     MONUMENTED       CGS
 FQ0015  HISTORY     - 1965     MARK NOT FOUND   USGS
 FQ0015
 FQ0015                          STATION DESCRIPTION
 FQ0015
 FQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0015'4.2 MI E FROM KEAMS CANYON.
 FQ0015'4.2 MILES EAST ALONG THE GANADO ROAD FROM THE POST OFFICE AT KEAMS
 FQ0015'CANYON, NAVAJO COUNTY, 1.9 MILES EAST OF THE JUNCTION OF THE ROAD
 FQ0015'LEADING TO HOLBROOK, 32 FEET WEST OF THE CENTERLINE OF THE ROAD
 FQ0015'LEADING SOUTH TO JEDDITO TRADING POST, AND 18 FEET SOUTHEAST OF THE
 FQ0015'CENTERLINE OF THE ROAD LEADING TO GANADO.  A STANDARD DISK, STAMPED Z
 FQ0015'64 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 15.5 INCHES
 FQ0015'ABOVE GROUND.
 FQ0015
 FQ0015                          STATION RECOVERY (1965)
 FQ0015
 FQ0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FQ0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0212 ***********************************************************************
 ER0212  DESIGNATION -  Z 66
 ER0212  PID         -  ER0212
 ER0212  STATE/COUNTY-  AZ/APACHE
 ER0212  USGS QUAD   -  COYOTE HILLS (1969)
 ER0212
 ER0212                         *CURRENT SURVEY CONTROL
 ER0212  ___________________________________________________________________
 ER0212* NAD 83(1992)-  34 09 25.89325(N)    109 12 47.51855(W)     ADJUSTED  
 ER0212* NAVD 88     -      2211.423  (meters)    7255.31   (feet)  ADJUSTED  
 ER0212  ___________________________________________________________________
 ER0212  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 ER0212  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0212  DYNAMIC HT  -        2207.978 (meters)    7244.01  (feet)  COMP
 ER0212  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 ER0212
 ER0212  HORZ ORDER  -  FIRST
 ER0212  VERT ORDER  -  SECOND    CLASS 0
 ER0212
 ER0212.The horizontal coordinates were established by classical geodetic methods
 ER0212.and adjusted by the National Geodetic Survey in August 1993.
 ER0212
 ER0212.The orthometric height was determined by differential leveling
 ER0212.and adjusted in June 1991.
 ER0212
 ER0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0212
 ER0212.The geoid height was determined by GEOID03.
 ER0212
 ER0212.The dynamic height is computed by dividing the NAVD 88
 ER0212.geopotential number by the normal gravity value computed on the
 ER0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0212.degrees latitude (g = 980.6199 gals.).
 ER0212
 ER0212.The modeled gravity was interpolated from observed gravity values.
 ER0212
 ER0212;                    North         East     Units Scale Factor Converg.
 ER0212;SPC AZ E     -   350,499.245   301,275.985   MT  0.99999525   +0 32 07.3
 ER0212;SPC AZ E     - 1,149,931.91    988,438.27   iFT  0.99999525   +0 32 07.3
 ER0212;UTM  12      - 3,781,027.706   664,712.526   MT  0.99993444   +1 00 12.4
 ER0212
 ER0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0212!SPC AZ E     -   0.99965650  x   0.99999525  =   0.99965175
 ER0212!UTM  12      -   0.99965650  x   0.99993444  =   0.99959096
 ER0212
 ER0212|---------------------------------------------------------------------|
 ER0212| PID    Reference Object                     Distance      Geod. Az  |
 ER0212|                                                           dddmmss.s |
 ER0212| CD1615 Z 66 RM 1                             9.835 METERS 07309     |
 ER0212| ER0470 LOCO                                APPROX.19.5 KM 1481648.4 |
 ER0212| CD1616 Z 66 RM 2                            11.525 METERS 17901     |
 ER0212|---------------------------------------------------------------------|
 ER0212
 ER0212                          SUPERSEDED SURVEY CONTROL
 ER0212
 ER0212  NAD 83(1986)-  34 09 25.89215(N)    109 12 47.52493(W) AD(       ) 1
 ER0212  NAD 27      -  34 09 25.72737(N)    109 12 45.22143(W) AD(       ) 1
 ER0212  NGVD 29 (??/??/92) 2210.450  (m)         7252.12   (f) ADJ UNCH    2 0
 ER0212
 ER0212.Superseded values are not recommended for survey control.
 ER0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0212.See file dsdata.txt to determine how the superseded data were derived.
 ER0212
 ER0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC6471381028(NAD 83)
 ER0212_MARKER: DB = BENCH MARK DISK
 ER0212_SETTING: 66 = SET IN ROCK OUTCROP
 ER0212_SP_SET: ROCK OUTCROP
 ER0212_STAMPING: Z 66 1934
 ER0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0212+STABILITY: POSITION/ELEVATION WELL
 ER0212
 ER0212  HISTORY     - Date     Condition        Report By
 ER0212  HISTORY     - 1936     MONUMENTED       CGS
 ER0212  HISTORY     - 1934     GOOD             NGS
 ER0212  HISTORY     - 1972     GOOD             AZHD
 ER0212  HISTORY     - 1978     GOOD             NGS
 ER0212
 ER0212                          STATION DESCRIPTION
 ER0212
 ER0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0212'STATION IS LOCATED IN SEC. 24, T 9 N, R 29 E, ON THE RIGHT-OF-WAY
 ER0212'OF U.S. HIGHWAY 60, 50 FT. S OF THE HIGHWAY, 3 FT. N OF THE
 ER0212'RIGHT-OF-WAY FENCE, AT THE E END OF A LOW AREA, AMONG THE
 ER0212'WATER-LEVEL BOULDERS, AND IN A ROCK OUTCROP.  IT IS A STANDARD
 ER0212'DISK, STAMPED Z 66 1934.
 ER0212'
 ER0212'REFERENCE MARK 1 IS E OF THE STATION, ABOUT 4 FT. N OF THE
 ER0212'RIGHT-OF-WAY FENCE, AND IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 ER0212'IT IS A STANDARD REFERENCE-MARK DISK.
 ER0212'
 ER0212'REFERENCE MARK 2 IS S-SW OF THE STATION, ABOUT 35 FT. S OF THE
 ER0212'RIGHT-OF-WAY FENCE, AND IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 ER0212'IT IS A STANDARD REFERENCE-MARK DISK.
 ER0212'
 ER0212'THE AZIMUTH MARK (STATE) IS ON THE HIGHEST POINT TO THE NW
 ER0212'(ABOUT 1.5 MI. DISTANT).  IT IS A STANDARD DISK.
 ER0212'
 ER0212'DISTANCE BETWEEN THE REFERENCE MARKS IS 17.077 M. (56.04 FT.)
 ER0212'
 ER0212'TO REACH FROM THE POST OFFICE IN SPRINGERVILLE GO E ON U.S.
 ER0212'HIGHWAY 60 FOR 5.1 MI. TO THE E END OF A LOW AREA, AND THE STATION
 ER0212'IS 50 FT. S OF THE HIGHWAY.
 ER0212'
 ER0212'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 M.
 ER0212
 ER0212                          STATION RECOVERY (1934)
 ER0212
 ER0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ER0212'5.0 MI E FROM SPRINGERVILLE.
 ER0212'BEGINNING AT THE POST OFFICE IN SPRINGERVILLE, FOLLOW NEW U.S. HWY. 60
 ER0212'EAST FOR 4.5 MILES TO AN INTERSECTION WITH A GRAVEL ROAD TO THE LEFT,
 ER0212'(NORTH) FOLLOW GRAVEL ROAD 0.8 MILES TO OLD U.S. HWY. 60, TURN RIGHT
 ER0212'(EAST) ON OLD U.S. HWY. 60 AND FOLLOW IT FOR 0.3 MILES TO STATION
 ER0212'MARK, LOCATED 45 FEET SOUTH OF CENTER LINE OF OLD HIGHWAY AND 2 FEET
 ER0212'NORTH OF A FENCE, SET IN TOP OF A ROCK OUTCROP.
 ER0212
 ER0212                          STATION RECOVERY (1972)
 ER0212
 ER0212'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0212'GENERAL LOCATION STATION IS LOCATED IN SEC 24, T 9 N,
 ER0212'R 29 E, ON THE RIGHT-OF-WAY OF OLD U.S. 60, AT THE E END OF A LOW
 ER0212'AREA SET IN A ROCK OUTCROP 50 FT. S. OF THE OLD HWY 3 FT N OF THE
 ER0212'RIGHT-OF-WAY FENCE.
 ER0212'
 ER0212'TO REACH FROM THE P.O. IN SPRINGERVILLE, GO E ON U.S.
 ER0212'60 FOR 4.5 MILES TO A TRACK ROAD ON LEFT AND CATTLE GUARD.
 ER0212'TURN LEFT AND FOLLOW ROAD MILES TO MID U.S. 60 AND CATTLE
 ER0212'GUARD.  TURN RIGHT AND PASS THROUGH FENCE (EAST) 0.25 MILES TO
 ER0212'STATION ON THE RIGHT.
 ER0212'
 ER0212'STATION MARK AS PER DESCRIPTION
 ER0212'
 ER0212'REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD.
 ER0212'
 ER0212'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ER0212
 ER0212                          STATION RECOVERY (1978)
 ER0212
 ER0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ER0212'THE STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 ER0212'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO R.M.S
 ER0212'CHECKED WITHIN A FEW M.M. BUT ANGLES WERE OFF SEVERAL MINUTES.
 ER0212'STATION WAS OCCUPIED AT THIS TIME.
 ER0212'
 ER0212'A NEW TO REACH DESCRIPTION FOLLOWS--
 ER0212'
 ER0212'FROM THE JUNCTION OF U.S. HWYS. 60 AND 180-666, 0.7 MILE EAST OF
 ER0212'SPRINGERVILLE, TRAVEL EAST ON U.S. 60 FOR 3.6 MILES TO MILE POST
 ER0212'392.15 AND A ROAD TO THE LEFT, TURN LEFT AND TRAVEL IN A NORTHERLY
 ER0212'DIRECTION FOR 0.8 MILE TO A CATTLE GUARD (THERE IS A WIRE GATE ON
 ER0212'THE RIGHT JUST PAST THE CATTLE GUARD), MAKE A RIGHT TURN AND PASS
 ER0212'THROUGH GATE AND GO 2.5 MILES IN AN EASTERLY DIRECTION ON THE
 ER0212'OLD PAVED ROUTE 60 AND TO THE STATION ON THE RIGHT.
 ER0212'
 ER0212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES EAST
 ER0212'NE OF SPRINGERVILLE.
 ER0212'
 ER0212'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU0292 ***********************************************************************
 DU0292  DESIGNATION -  Z 67
 DU0292  PID         -  DU0292
 DU0292  STATE/COUNTY-  AZ/PINAL
 DU0292  USGS QUAD   -  HAYDEN (1964)
 DU0292
 DU0292                         *CURRENT SURVEY CONTROL
 DU0292  ___________________________________________________________________
 DU0292* NAD 83(1986)-  33 00 27.     (N)    110 48 12.     (W)     SCALED    
 DU0292* NAVD 88     -       592.18   (+/-2cm)    1942.8    (feet)  VERTCON   
 DU0292  ___________________________________________________________________
 DU0292  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DU0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DU0292
 DU0292.The horizontal coordinates were scaled from a topographic map and have
 DU0292.an estimated accuracy of +/- 6 seconds.
 DU0292
 DU0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU0292.The vertical order pertains to the NGVD 29 superseded value.
 DU0292
 DU0292.The geoid height was determined by GEOID03.
 DU0292
 DU0292;                    North         East    Units  Estimated Accuracy
 DU0292;SPC AZ C     -   223,130.      317,390.      MT  (+/- 180 meters Scaled)
 DU0292
 DU0292                          SUPERSEDED SURVEY CONTROL
 DU0292
 DU0292  NGVD 29 (??/??/92)  591.583  (m)         1940.89   (f) ADJ UNCH    2 0
 DU0292
 DU0292.Superseded values are not recommended for survey control.
 DU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU0292.See file dsdata.txt to determine how the superseded data were derived.
 DU0292
 DU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWB183521(NAD 83)
 DU0292_MARKER: DB = BENCH MARK DISK
 DU0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DU0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DU0292_STAMPING: Z 67 1934
 DU0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DU0292+STABILITY: SURFACE MOTION
 DU0292
 DU0292  HISTORY     - Date     Condition        Report By
 DU0292  HISTORY     - 1934     MONUMENTED       CGS
 DU0292  HISTORY     - 1963     MARK NOT FOUND   USGS
 DU0292
 DU0292                          STATION DESCRIPTION
 DU0292
 DU0292'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DU0292'2.5 MI NW FROM WINKELMAN.
 DU0292'2.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DU0292'WINKELMAN, 0.8 MILE EAST OF HAYDEN JUNCTION, 72 FEET SOUTHWEST OF
 DU0292'MILEPOST 1001, AND 10 FEET SOUTH OF THE CENTER LINE OF THE TRACK. SET
 DU0292'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1072 ***********************************************************************
 CZ1072  DESIGNATION -  Z 68
 CZ1072  PID         -  CZ1072
 CZ1072  STATE/COUNTY-  AZ/PINAL
 CZ1072  USGS QUAD   -  ELOY NORTH (1992)
 CZ1072
 CZ1072                         *CURRENT SURVEY CONTROL
 CZ1072  ___________________________________________________________________
 CZ1072* NAD 83(2007)-  32 48 16.79175(N)    111 30 39.73528(W)     ADJUSTED  
 CZ1072* NAVD 88     -       466.069  (meters)    1529.09   (feet)  ADJUSTED  
 CZ1072  ___________________________________________________________________
 CZ1072  EPOCH DATE  -        2007.00
 CZ1072  X           -  -1,967,830.659 (meters)                     COMP
 CZ1072  Y           -  -4,992,808.339 (meters)                     COMP
 CZ1072  Z           -   3,436,006.528 (meters)                     COMP
 CZ1072  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CZ1072  ELLIP HEIGHT-         436.151 (meters)          (02/10/07) ADJUSTED
 CZ1072  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CZ1072  DYNAMIC HT  -         465.486 (meters)    1527.18  (feet)  COMP
 CZ1072
 CZ1072  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CZ1072  Type    PID    Designation                      North   East  Ellip
 CZ1072  -------------------------------------------------------------------
 CZ1072  NETWORK CZ1072 Z 68                              1.14   0.98   3.70
 CZ1072  -------------------------------------------------------------------
 CZ1072  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 CZ1072
 CZ1072  VERT ORDER  -  FIRST     CLASS II
 CZ1072
 CZ1072.The horizontal coordinates were established by GPS observations
 CZ1072.and adjusted by the National Geodetic Survey in February 2007.
 CZ1072
 CZ1072.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CZ1072.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CZ1072.The horizontal coordinates are valid at the epoch date displayed above.
 CZ1072.The epoch date for horizontal control is a decimal equivalence
 CZ1072.of Year/Month/Day.
 CZ1072
 CZ1072.The orthometric height was determined by differential leveling
 CZ1072.and adjusted in November 1993.
 CZ1072.WARNING-GPS observations at this control monument resulted in a GPS
 CZ1072.derived orthometric height which differed from the leveled height by
 CZ1072.more than one decimeter (0.1 meter).
 CZ1072
 CZ1072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CZ1072
 CZ1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1072
 CZ1072.The ellipsoidal height was determined by GPS observations
 CZ1072.and is referenced to NAD 83.
 CZ1072
 CZ1072.The geoid height was determined by GEOID03.
 CZ1072
 CZ1072.The dynamic height is computed by dividing the NAVD 88
 CZ1072.geopotential number by the normal gravity value computed on the
 CZ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CZ1072.degrees latitude (g = 980.6199 gals.).
 CZ1072
 CZ1072.The modeled gravity was interpolated from observed gravity values.
 CZ1072
 CZ1072;                    North         East     Units Scale Factor Converg.
 CZ1072;SPC AZ C     -   200,163.307   251,346.985   MT  0.99991779   +0 13 11.1
 CZ1072;SPC AZ C     -   656,703.76    824,629.22   iFT  0.99991779   +0 13 11.1
 CZ1072;UTM  12      - 3,629,747.957   452,155.817   MT  0.99962822   -0 16 36.7
 CZ1072
 CZ1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1072!SPC AZ C     -   0.99993153  x   0.99991779  =   0.99984932
 CZ1072!UTM  12      -   0.99993153  x   0.99962822  =   0.99955977
 CZ1072
 CZ1072                          SUPERSEDED SURVEY CONTROL
 CZ1072
 CZ1072  ELLIP H (11/21/00)  436.181  (m)                       GP(       ) 3 1
 CZ1072  NAD 83(1986)-  32 48 16.78469(N)    111 30 39.73457(W) AD(       ) B
 CZ1072  NAD 83(1992)-  32 48 16.79103(N)    111 30 39.73389(W) AD(       ) B
 CZ1072  ELLIP H (09/30/92)  436.260  (m)                       GP(       ) 2 1
 CZ1072  NGVD 29 (??/??/92)  466.315  (m)         1529.90   (f) ADJ UNCH    1 2
 CZ1072
 CZ1072.Superseded values are not recommended for survey control.
 CZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1072.See file dsdata.txt to determine how the superseded data were derived.
 CZ1072
 CZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB5215629748(NAD 83)
 CZ1072_MARKER: DB = BENCH MARK DISK
 CZ1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1072_SP_SET: CONCRETE POST
 CZ1072_STAMPING: Z 68 1934
 CZ1072_MARK LOGO: CGS   
 CZ1072_MAGNETIC: N = NO MAGNETIC MATERIAL
 CZ1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1072+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 CZ1072
 CZ1072  HISTORY     - Date     Condition        Report By
 CZ1072  HISTORY     - 1934     MONUMENTED       CGS
 CZ1072  HISTORY     - 1967     GOOD             NGS
 CZ1072  HISTORY     - 19920103 GOOD             NGS
 CZ1072  HISTORY     - 19920414 GOOD             NGS
 CZ1072  HISTORY     - 20071110 GOOD             GEOCAC
 CZ1072
 CZ1072                          STATION DESCRIPTION
 CZ1072
 CZ1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CZ1072'6.5 MI N FROM PICACHO.
 CZ1072'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CZ1072'DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, THENCE 5.5 MILES NORTH ALONG
 CZ1072'THE SOUTHERN PACIFIC RAILROAD, IN S 22, T 7 S, R 8 E, 5 POLES SOUTH OF
 CZ1072'THE CROSSING OF THE RAILROAD AND A ROAD, 44 1/2 FEET WEST OF THE WEST
 CZ1072'RAIL OF THE TRACKS, 4 FEET EAST OF A FENCE, 8 FEET NORTHWEST OF
 CZ1072'MILEPOST 974, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET
 CZ1072'BELOW THE LEVEL OF THE TRACKS. AND SET IN THE TOP OF A CONCRETE POST
 CZ1072'PROJECTING 2 INCHES.
 CZ1072
 CZ1072                          STATION RECOVERY (1992)
 CZ1072
 CZ1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1072'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 CZ1072'ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
 CZ1072'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
 CZ1072'KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 7.8 KM (4.85 MI)
 CZ1072'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 0.25 KM (0.15 MI)
 CZ1072'SOUTH OF THE INTERSECTION OF A GRAVELED ROAD, 13.5 M (44.3 FT) WEST
 CZ1072'OF THE NEAR RAIL, 2.5 M (8.2 FT) NORTH-NORTHWEST OF RAILROAD MILEPOST
 CZ1072'974, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 CZ1072'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CZ1072'SURFACE.
 CZ1072
 CZ1072                          STATION RECOVERY (1992)
 CZ1072
 CZ1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CZ1072'STATION IS LOCATED ABOUT 7 KM (4.3 MI) NORTHEAST OF ELOY, 19.5 KM
 CZ1072'(12.1 MI) SOUTH OF COOLIDGE, ALONG THE SOUTHERN PACIFIC RAILROAD
 CZ1072'TRACK, AT MILEPOST 974, IN A WEED STRIP BETWEEN THE TRACK AND AN
 CZ1072'ABANDONED CULTIVATED FIELD.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 CZ1072'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 87 ABOUT 4 KM
 CZ1072'(2.5 MI) SOUTHEAST OF ELOY, GO NORTH ON HIGHWAY 87 FOR 4.93 KM
 CZ1072'(3.06 MI) TO A PAVED CROSSROAD (HOUSER ROAD).  CONTINUE AHEAD FOR 3.2
 CZ1072'KM (2.0 MI) TO A GRAVEL ROAD ON THE RIGHT BEFORE REACHING AN
 CZ1072'ABANDONDED HOUSE ON THE LEFT. TURN RIGHT, EAST, ON GRAVEL ROAD FOR
 CZ1072'0.40 KM (0.25 MI) TO A TRACK ROAD RIGHT ON WEST SIDE OF THE RAILROAD
 CZ1072'TRACK.  TURN RIGHT, SOUTH, ON TRACK ROAD FOR 0.24 KM (0.15 MI) TO
 CZ1072'STATION ON THE RIGHT AT MILEPOST 974.
 CZ1072'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 CZ1072'PROJECTING 1 CM.  IT IS 13.6 M (44.6 FT) WEST OF AND 1.5 M (4.9 FT)
 CZ1072'LOWER THAN THE WEST RAIL OF THE TRACK, 2.6 M (8.5 FT) NORTH-NORTHWEST
 CZ1072'OF MILEPOST 974 AND 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST.
 CZ1072
 CZ1072                          STATION RECOVERY (2007)
 CZ1072
 CZ1072'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0149 ***********************************************************************
 FQ0149  DESIGNATION -  Z 70
 FQ0149  PID         -  FQ0149
 FQ0149  STATE/COUNTY-  AZ/NAVAJO
 FQ0149  USGS QUAD   -  GARCES MESAS SE (1967)
 FQ0149
 FQ0149                         *CURRENT SURVEY CONTROL
 FQ0149  ___________________________________________________________________
 FQ0149* NAD 83(1986)-  35 35 19.     (N)    110 48 17.     (W)     SCALED    
 FQ0149* NAVD 88     -      1548.730  (meters)    5081.12   (feet)  ADJUSTED  
 FQ0149  ___________________________________________________________________
 FQ0149  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FQ0149  DYNAMIC HT  -        1546.734 (meters)    5074.58  (feet)  COMP
 FQ0149  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 FQ0149
 FQ0149  VERT ORDER  -  SECOND    CLASS 0
 FQ0149
 FQ0149.The horizontal coordinates were scaled from a topographic map and have
 FQ0149.an estimated accuracy of +/- 6 seconds.
 FQ0149
 FQ0149.The orthometric height was determined by differential leveling
 FQ0149.and adjusted in June 1991.
 FQ0149
 FQ0149.The geoid height was determined by GEOID03.
 FQ0149
 FQ0149.The dynamic height is computed by dividing the NAVD 88
 FQ0149.geopotential number by the normal gravity value computed on the
 FQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0149.degrees latitude (g = 980.6199 gals.).
 FQ0149
 FQ0149.The modeled gravity was interpolated from observed gravity values.
 FQ0149
 FQ0149;                    North         East    Units  Estimated Accuracy
 FQ0149;SPC AZ E     -   509,060.      155,540.      MT  (+/- 180 meters Scaled)
 FQ0149
 FQ0149                          SUPERSEDED SURVEY CONTROL
 FQ0149
 FQ0149  NGVD 29 (??/??/92) 1547.924  (m)         5078.48   (f) ADJ UNCH    2 0
 FQ0149
 FQ0149.Superseded values are not recommended for survey control.
 FQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0149.See file dsdata.txt to determine how the superseded data were derived.
 FQ0149
 FQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE176383(NAD 83)
 FQ0149_MARKER: DB = BENCH MARK DISK
 FQ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0149_STAMPING: Z 70 1934
 FQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0149+STABILITY: SURFACE MOTION
 FQ0149
 FQ0149  HISTORY     - Date     Condition        Report By
 FQ0149  HISTORY     - 1934     MONUMENTED       CGS
 FQ0149  HISTORY     - 1955     GOOD             NGS
 FQ0149
 FQ0149                          STATION DESCRIPTION
 FQ0149
 FQ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0149'23.5 MI SW FROM ORAIBI.
 FQ0149'ABOUT 23.5 MILES SOUTHWEST ALONG THE HIGHWAY TOWARD LEUPP FROM THE
 FQ0149'POST OFFICE AT ORAIBI, NAVAJO COUNTY, ABOUT 110 YARDS SOUTHWEST OF A
 FQ0149'DOUBLE 27-INCH GALVANIZED-IRON PIPE CULVERT, AND 66 FEET WEST OF THE
 FQ0149'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z 70 1934 AND
 FQ0149'SET IN THE TOP OF A CONCRETE POST.
 FQ0149
 FQ0149                          STATION RECOVERY (1955)
 FQ0149
 FQ0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FQ0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FQ0037 ***********************************************************************
 FQ0037  DESIGNATION -  Z 71
 FQ0037  PID         -  FQ0037
 FQ0037  STATE/COUNTY-  AZ/NAVAJO
 FQ0037  USGS QUAD   -  INDIAN WELLS (1973)
 FQ0037
 FQ0037                         *CURRENT SURVEY CONTROL
 FQ0037  ___________________________________________________________________
 FQ0037* NAD 83(1986)-  35 27 35.     (N)    110 04 47.     (W)     SCALED    
 FQ0037* NAVD 88     -      1787.217  (meters)    5863.56   (feet)  ADJUSTED  
 FQ0037  ___________________________________________________________________
 FQ0037  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 FQ0037  DYNAMIC HT  -        1784.825 (meters)    5855.71  (feet)  COMP
 FQ0037  MODELED GRAV-     979,231.6   (mgal)                       NAVD 88
 FQ0037
 FQ0037  VERT ORDER  -  SECOND    CLASS 0
 FQ0037
 FQ0037.The horizontal coordinates were scaled from a topographic map and have
 FQ0037.an estimated accuracy of +/- 6 seconds.
 FQ0037
 FQ0037.The orthometric height was determined by differential leveling
 FQ0037.and adjusted in June 1991.
 FQ0037
 FQ0037.The geoid height was determined by GEOID03.
 FQ0037
 FQ0037.The dynamic height is computed by dividing the NAVD 88
 FQ0037.geopotential number by the normal gravity value computed on the
 FQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FQ0037.degrees latitude (g = 980.6199 gals.).
 FQ0037
 FQ0037.The modeled gravity was interpolated from observed gravity values.
 FQ0037
 FQ0037;                    North         East    Units  Estimated Accuracy
 FQ0037;SPC AZ E     -   494,580.      221,250.      MT  (+/- 180 meters Scaled)
 FQ0037
 FQ0037                          SUPERSEDED SURVEY CONTROL
 FQ0037
 FQ0037  NGVD 29 (??/??/92) 1786.333  (m)         5860.66   (f) ADJ UNCH    2 0
 FQ0037
 FQ0037.Superseded values are not recommended for survey control.
 FQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FQ0037.See file dsdata.txt to determine how the superseded data were derived.
 FQ0037
 FQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWE835244(NAD 83)
 FQ0037_MARKER: DB = BENCH MARK DISK
 FQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FQ0037_STAMPING: Z 71 1934
 FQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FQ0037+STABILITY: SURFACE MOTION
 FQ0037
 FQ0037  HISTORY     - Date     Condition        Report By
 FQ0037  HISTORY     - 1934     MONUMENTED       CGS
 FQ0037  HISTORY     - 1972     MARK NOT FOUND   USGS
 FQ0037
 FQ0037                          STATION DESCRIPTION
 FQ0037
 FQ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FQ0037'3.9 MI N FROM INDIAN WELLS.
 FQ0037'3.9 MILES NORTH ALONG THE KEAMS CANYON ROAD FROM INDIAN WELLS, NAVAJO
 FQ0037'COUNTY, 0.1 MILE NORTH OF AN OLD ROAD LEADING NORTHWEST, AND 52 FEET
 FQ0037'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Z 71
 FQ0037'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FQ0037
 FQ0037                          STATION RECOVERY (1972)
 FQ0037
 FQ0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FQ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FP0328 ***********************************************************************
 FP0328  DESIGNATION -  Z 72
 FP0328  PID         -  FP0328
 FP0328  STATE/COUNTY-  AZ/APACHE
 FP0328  USGS QUAD   -  BIG WILLOW SPRING CA (1972)
 FP0328
 FP0328                         *CURRENT SURVEY CONTROL
 FP0328  ___________________________________________________________________
 FP0328* NAD 83(1986)-  35 45 18.     (N)    109 52 35.     (W)     SCALED    
 FP0328* NAVD 88     -      1926.988  (meters)    6322.13   (feet)  ADJUSTED  
 FP0328  ___________________________________________________________________
 FP0328  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 FP0328  DYNAMIC HT  -        1924.401 (meters)    6313.64  (feet)  COMP
 FP0328  MODELED GRAV-     979,221.5   (mgal)                       NAVD 88
 FP0328
 FP0328  VERT ORDER  -  SECOND    CLASS 0
 FP0328
 FP0328.The horizontal coordinates were scaled from a topographic map and have
 FP0328.an estimated accuracy of +/- 6 seconds.
 FP0328
 FP0328.The orthometric height was determined by differential leveling
 FP0328.and adjusted in June 1991.
 FP0328
 FP0328.The geoid height was determined by GEOID03.
 FP0328
 FP0328.The dynamic height is computed by dividing the NAVD 88
 FP0328.geopotential number by the normal gravity value computed on the
 FP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0328.degrees latitude (g = 980.6199 gals.).
 FP0328
 FP0328.The modeled gravity was interpolated from observed gravity values.
 FP0328
 FP0328;                    North         East    Units  Estimated Accuracy
 FP0328;SPC AZ E     -   527,370.      239,610.      MT  (+/- 180 meters Scaled)
 FP0328
 FP0328                          SUPERSEDED SURVEY CONTROL
 FP0328
 FP0328  NGVD 29 (??/??/92) 1926.048  (m)         6319.04   (f) ADJ UNCH    2 0
 FP0328
 FP0328.Superseded values are not recommended for survey control.
 FP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0328.See file dsdata.txt to determine how the superseded data were derived.
 FP0328
 FP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE015573(NAD 83)
 FP0328_MARKER: DB = BENCH MARK DISK
 FP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0328_STAMPING: Z 72 1934
 FP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0328+STABILITY: SURFACE MOTION
 FP0328
 FP0328  HISTORY     - Date     Condition        Report By
 FP0328  HISTORY     - 1934     MONUMENTED       CGS
 FP0328  HISTORY     - 1972     GOOD             USGS
 FP0328
 FP0328                          STATION DESCRIPTION
 FP0328
 FP0328'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FP0328'1.9 MI W FROM STEAMBOAT.
 FP0328'IN APACHE CO., 1.9 MI. WEST ALONG STATE HIGHWAY 264 FROM THE TRADING
 FP0328'POST AT STEAMBOAT, APACHE CO., AT A DIRT ROAD LEADING NORTH, THENCE
 FP0328'RIGHT (NORTH) 0.5 MILES, 500 FT. NORTH OF A CATTLE GUARD, 39 FT. WEST
 FP0328'OF THE CENTER LINE OF THE ROAD, 3 FT. WEST OF THE FENCE.  A STANDARD
 FP0328'DISK STAMPED Z 72 1934 SET IN A CONCRETE POST.  NOTE-- 22.9 MI. WEST
 FP0328'ALONG THE KEAMS CANYONROAD FROM GANADO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0356 ***********************************************************************
 DT0356  DESIGNATION -  Z 73
 DT0356  PID         -  DT0356
 DT0356  STATE/COUNTY-  AZ/GREENLEE
 DT0356  USGS QUAD   -  CLIFTON (1989)
 DT0356
 DT0356                         *CURRENT SURVEY CONTROL
 DT0356  ___________________________________________________________________
 DT0356* NAD 83(1986)-  33 02 11.     (N)    109 16 11.     (W)     SCALED    
 DT0356* NAVD 88     -      1156.095  (meters)    3792.95   (feet)  ADJUSTED  
 DT0356  ___________________________________________________________________
 DT0356  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DT0356  DYNAMIC HT  -        1154.438 (meters)    3787.52  (feet)  COMP
 DT0356  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 DT0356
 DT0356  VERT ORDER  -  SECOND    CLASS 0
 DT0356
 DT0356.The horizontal coordinates were scaled from a topographic map and have
 DT0356.an estimated accuracy of +/- 6 seconds.
 DT0356
 DT0356.The orthometric height was determined by differential leveling
 DT0356.and adjusted in June 1991.
 DT0356
 DT0356.The geoid height was determined by GEOID03.
 DT0356
 DT0356.The dynamic height is computed by dividing the NAVD 88
 DT0356.geopotential number by the normal gravity value computed on the
 DT0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0356.degrees latitude (g = 980.6199 gals.).
 DT0356
 DT0356.The modeled gravity was interpolated from observed gravity values.
 DT0356
 DT0356;                    North         East    Units  Estimated Accuracy
 DT0356;SPC AZ E     -   226,140.      297,140.      MT  (+/- 180 meters Scaled)
 DT0356
 DT0356                          SUPERSEDED SURVEY CONTROL
 DT0356
 DT0356  NGVD 29 (??/??/92) 1155.370  (m)         3790.58   (f) ADJ UNCH    2 0
 DT0356
 DT0356.Superseded values are not recommended for survey control.
 DT0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0356.See file dsdata.txt to determine how the superseded data were derived.
 DT0356
 DT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB615566(NAD 83)
 DT0356_MARKER: DB = BENCH MARK DISK
 DT0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0356_STAMPING: Z-73 1934
 DT0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0356+STABILITY: SURFACE MOTION
 DT0356
 DT0356  HISTORY     - Date     Condition        Report By
 DT0356  HISTORY     - 1934     MONUMENTED       CGS
 DT0356  HISTORY     - 19870210 MARK NOT FOUND   USGS
 DT0356  HISTORY     - 19870225 MARK NOT FOUND   USGS
 DT0356
 DT0356                          STATION DESCRIPTION
 DT0356
 DT0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0356'2.9 MI SW FROM CLIFTON.
 DT0356'2.9 MI SOUTHEAST ON STATE HWY NO. 75, FROM P.O.  ON STATE HWY NO. 75,
 DT0356'ON THE EXTENDED POINT OF A HILL AT A PLACE WHERE THE HIGHWAY MAKES AN
 DT0356'S TURN, 78 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0356
 DT0356                          STATION RECOVERY (1987)
 DT0356
 DT0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (SCD)
 DT0356'MARK NOT FOUND.
 DT0356
 DT0356                          STATION RECOVERY (1987)
 DT0356
 DT0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (SGD)
 DT0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DT0347 ***********************************************************************
 DT0347  DESIGNATION -  Z 74
 DT0347  PID         -  DT0347
 DT0347  STATE/COUNTY-  AZ/GREENLEE
 DT0347  USGS QUAD   -  CLIFTON (1989)
 DT0347
 DT0347                         *CURRENT SURVEY CONTROL
 DT0347  ___________________________________________________________________
 DT0347* NAD 83(1986)-  33 07 10.     (N)    109 22 03.     (W)     SCALED    
 DT0347* NAVD 88     -      1384.949  (meters)    4543.79   (feet)  ADJUSTED  
 DT0347  ___________________________________________________________________
 DT0347  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DT0347  DYNAMIC HT  -        1382.900 (meters)    4537.06  (feet)  COMP
 DT0347  MODELED GRAV-     979,110.7   (mgal)                       NAVD 88
 DT0347
 DT0347  VERT ORDER  -  SECOND    CLASS 0
 DT0347
 DT0347.The horizontal coordinates were scaled from a topographic map and have
 DT0347.an estimated accuracy of +/- 6 seconds.
 DT0347
 DT0347.The orthometric height was determined by differential leveling
 DT0347.and adjusted in June 1991.
 DT0347
 DT0347.The geoid height was determined by GEOID03.
 DT0347
 DT0347.The dynamic height is computed by dividing the NAVD 88
 DT0347.geopotential number by the normal gravity value computed on the
 DT0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0347.degrees latitude (g = 980.6199 gals.).
 DT0347
 DT0347.The modeled gravity was interpolated from observed gravity values.
 DT0347
 DT0347;                    North         East    Units  Estimated Accuracy
 DT0347;SPC AZ E     -   235,280.      287,940.      MT  (+/- 180 meters Scaled)
 DT0347
 DT0347                          SUPERSEDED SURVEY CONTROL
 DT0347
 DT0347  NGVD 29 (??/??/92) 1384.155  (m)         4541.18   (f) ADJ UNCH    2 0
 DT0347
 DT0347.Superseded values are not recommended for survey control.
 DT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0347.See file dsdata.txt to determine how the superseded data were derived.
 DT0347
 DT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB523657(NAD 83)
 DT0347_MARKER: DB = BENCH MARK DISK
 DT0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0347_SP_SET: ROCK WALL
 DT0347_STAMPING: Z-74 1934
 DT0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0347
 DT0347  HISTORY     - Date     Condition        Report By
 DT0347  HISTORY     - 1974     MONUMENTED       NGS
 DT0347
 DT0347                          STATION DESCRIPTION
 DT0347
 DT0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DT0347'7.1 MI N FROM CLIFTON.
 DT0347'7.1 MI NORTH ON STATE HWY NO. 71, FROM P.O. (7.1 MI SOUTH OF CHERRY
 DT0347'LODGE) ABOUT 125 YDS SOUTHWEST OF AN OLD MINE LOADING HOPPER, 47 FEET
 DT0347'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  SET IN THE CENTER OF A 5
 DT0347'FOOT ROCK WALL ON THE WEST EDGE OF THE CREEK AND ABOUT 10 FEET BELOW
 DT0347'THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0374 ***********************************************************************
 CG0374  DESIGNATION -  Z 75
 CG0374  PID         -  CG0374
 CG0374  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0374  USGS QUAD   -  AMADO (1981)
 CG0374
 CG0374                         *CURRENT SURVEY CONTROL
 CG0374  ___________________________________________________________________
 CG0374* NAD 83(1986)-  31 42 50.     (N)    111 02 48.     (W)     SCALED    
 CG0374* NAVD 88     -       929.20   (+/-2cm)    3048.6    (feet)  VERTCON   
 CG0374  ___________________________________________________________________
 CG0374  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CG0374  VERT ORDER  -  FIRST     CLASS II (See Below)
 CG0374
 CG0374.The horizontal coordinates were scaled from a topographic map and have
 CG0374.an estimated accuracy of +/- 6 seconds.
 CG0374
 CG0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0374.The vertical order pertains to the NGVD 29 superseded value.
 CG0374
 CG0374.The geoid height was determined by GEOID03.
 CG0374
 CG0374;                    North         East    Units  Estimated Accuracy
 CG0374;SPC AZ C     -    79,470.      295,820.      MT  (+/- 180 meters Scaled)
 CG0374
 CG0374                          SUPERSEDED SURVEY CONTROL
 CG0374
 CG0374  NGVD 29 (??/??/92)  928.404  (m)         3045.94   (f) ADJ UNCH    1 2
 CG0374
 CG0374.Superseded values are not recommended for survey control.
 CG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0374.See file dsdata.txt to determine how the superseded data were derived.
 CG0374
 CG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA955087(NAD 83)
 CG0374_MARKER: DB = BENCH MARK DISK
 CG0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0374_STAMPING: Z 75 1934
 CG0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0374+STABILITY: SURFACE MOTION
 CG0374
 CG0374  HISTORY     - Date     Condition        Report By
 CG0374  HISTORY     - 1934     MONUMENTED       CGS
 CG0374  HISTORY     - 1953     GOOD             NGS
 CG0374
 CG0374                          STATION DESCRIPTION
 CG0374
 CG0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CG0374'0.5 MI N FROM AMADO.
 CG0374'0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 CG0374'WATER TANK AT AMADO, AT THE CROSSING OF A DIRT ROAD, 20 1/2 FEET SOUTH
 CG0374'OF THE CENTER LINE OF THE ROAD, 11.4 FEET WEST OF THE WEST RAIL, 9.9
 CG0374'FEET NORTH OF THE CENTER OF THE NORTH END OF A CULVERT, 2.5 FEET SOUTH
 CG0374'OF A 5- BY 6-INCH RAILROAD CROSSING POST, 1.5 FEET NORTH OF A WITNESS
 CG0374'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 CG0374'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THE
 CG0374'STAMPED DESIGNATION IS Z 57 INSTEAD OF Z 75, AND ABOUT 1 MILE SOUTH OF
 CG0374'THE PIMA COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0314 ***********************************************************************
 CG0314  DESIGNATION -  Z 76
 CG0314  PID         -  CG0314
 CG0314  STATE/COUNTY-  AZ/SANTA CRUZ
 CG0314  USGS QUAD   -  PATAGONIA (1981)
 CG0314
 CG0314                         *CURRENT SURVEY CONTROL
 CG0314  ___________________________________________________________________
 CG0314* NAD 83(1986)-  31 31 11.     (N)    110 46 51.     (W)     SCALED    
 CG0314* NAVD 88     -      1209.63   (+/-2cm)    3968.6    (feet)  VERTCON   
 CG0314  ___________________________________________________________________
 CG0314  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CG0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0314
 CG0314.The horizontal coordinates were scaled from a topographic map and have
 CG0314.an estimated accuracy of +/- 6 seconds.
 CG0314
 CG0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0314.The vertical order pertains to the NGVD 29 superseded value.
 CG0314
 CG0314.The geoid height was determined by GEOID03.
 CG0314
 CG0314;                    North         East    Units  Estimated Accuracy
 CG0314;SPC AZ C     -    58,180.      321,240.      MT  (+/- 180 meters Scaled)
 CG0314
 CG0314                          SUPERSEDED SURVEY CONTROL
 CG0314
 CG0314  NGVD 29 (??/??/92) 1208.732  (m)         3965.65   (f) ADJ UNCH    2 0
 CG0314
 CG0314.Superseded values are not recommended for survey control.
 CG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0314.See file dsdata.txt to determine how the superseded data were derived.
 CG0314
 CG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWV208872(NAD 83)
 CG0314_MARKER: DB = BENCH MARK DISK
 CG0314_SETTING: 80 = SET IN A BOULDER
 CG0314_SP_SET: BOULDER
 CG0314_STAMPING: Z 76 1934
 CG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0314+STABILITY: SURFACE MOTION
 CG0314
 CG0314  HISTORY     - Date     Condition        Report By
 CG0314  HISTORY     - 1934     MONUMENTED       CGS
 CG0314  HISTORY     - 1976     GOOD             USGS
 CG0314
 CG0314                          STATION DESCRIPTION
 CG0314
 CG0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0314'2.5 MI SW FROM PATAGONIA.
 CG0314'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE SOUTHERN PACIFIC
 CG0314'CO. RAILROAD STATION AT PATAGONIA, SANTA CRUZ COUNTY, MIDWAY UP A
 CG0314'SLIGHT HILL, 125 FEET EAST OF A LARGE WILLOW TREE, 32 FEET SOUTHEAST
 CG0314'OF THE CENTERLINE OF THE HIGHWAY, AT A ROCK OUTCROP, AND IN THE TOP OF
 CG0314'A LARGE BOULDER.  A STANDARD DISK, STAMPED Z 76 1934.
 CG0314
 CG0314                          STATION RECOVERY (1976)
 CG0314
 CG0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CG0314'2.4 MI SW. ALONG STATE HWY. 82 FROM POST OFFICE IN PATAGONIA-- ABOUT
 CG0314'0.25 MI NW. OF CENTERLINE OF HWY. ON TOP OF NORTH CUT BANK OF OLD
 CG0314'HWY. ABOUT 30 FT SE OF RD. ON TOP OF LARGE BOULDER PROJECTING 3 FT,
 CG0314'IN ROCK OUTCROP. NGS DISK STAMPED Z 76 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0167 ***********************************************************************
 CG0167  DESIGNATION -  Z 77
 CG0167  PID         -  CG0167
 CG0167  STATE/COUNTY-  AZ/COCHISE
 CG0167  USGS QUAD   -  TOMBSTONE (1978)
 CG0167
 CG0167                         *CURRENT SURVEY CONTROL
 CG0167  ___________________________________________________________________
 CG0167* NAD 83(1986)-  31 42 44.     (N)    110 03 49.     (W)     SCALED    
 CG0167* NAVD 88     -      1391.68   (+/-2cm)    4565.9    (feet)  VERTCON   
 CG0167  ___________________________________________________________________
 CG0167  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CG0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0167
 CG0167.The horizontal coordinates were scaled from a topographic map and have
 CG0167.an estimated accuracy of +/- 6 seconds.
 CG0167
 CG0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0167.The vertical order pertains to the NGVD 29 superseded value.
 CG0167
 CG0167.The geoid height was determined by GEOID03.
 CG0167
 CG0167;                    North         East    Units  Estimated Accuracy
 CG0167;SPC AZ E     -    78,970.      223,130.      MT  (+/- 180 meters Scaled)
 CG0167
 CG0167                          SUPERSEDED SURVEY CONTROL
 CG0167
 CG0167  NGVD 29 (??/??/92) 1390.827  (m)         4563.07   (f) ADJ UNCH    2 0
 CG0167
 CG0167.Superseded values are not recommended for survey control.
 CG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0167.See file dsdata.txt to determine how the superseded data were derived.
 CG0167
 CG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA887089(NAD 83)
 CG0167_MARKER: DB = BENCH MARK DISK
 CG0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CG0167_SP_SET: BANISTER
 CG0167_STAMPING: Z 77 1934
 CG0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CG0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CG0167+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 CG0167
 CG0167  HISTORY     - Date     Condition        Report By
 CG0167  HISTORY     - 1934     MONUMENTED       CGS
 CG0167  HISTORY     - 1935     GOOD             NGS
 CG0167  HISTORY     - 20010418 GOOD             NGS
 CG0167  HISTORY     - 20061209 GOOD             GEOCAC
 CG0167
 CG0167                          STATION DESCRIPTION
 CG0167
 CG0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CG0167'IN TOMBSTONE.
 CG0167'AT TOMBSTONE, COCHISE COUNTY, AT UNION HIGH SCHOOL, AT THE WEST MAIN
 CG0167'ENTRANCE, IN THE CONCRETE BANISTER, 6 FEET WEST OF THE CENTER OF THE
 CG0167'ENTRANCE, AND 10 FEET NORTHWEST OF THE FRONT DOOR.  A STANDARD DISK,
 CG0167'STAMPED Z 77 1934.
 CG0167
 CG0167                          STATION RECOVERY (2001)
 CG0167
 CG0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 CG0167'SCHOOL IS PART OF TOMBSTONE UNIFIED SCHOOL DISTRICT.  BLDG IS ON SSW
 CG0167'SIDE OF AZ ROUTE 80 (OLD US 80) = FREMONT ST.
 CG0167
 CG0167                          STATION RECOVERY (2006)
 CG0167
 CG0167'RECOVERY NOTE BY GEOCACHING 2006 (DJH)
 CG0167'MARKER IS ON THE WEST BANISTER OF THE NORTH ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0136 ***********************************************************************
 CG0136  DESIGNATION -  Z 78
 CG0136  PID         -  CG0136
 CG0136  STATE/COUNTY-  AZ/COCHISE
 CG0136  USGS QUAD   -  FAIRBANK (1952)
 CG0136
 CG0136                         *CURRENT SURVEY CONTROL
 CG0136  ___________________________________________________________________
 CG0136* NAD 83(1986)-  31 41 45.     (N)    110 10 40.     (W)     SCALED    
 CG0136* NAVD 88     -      1184.06   (+/-2cm)    3884.7    (feet)  VERTCON   
 CG0136  ___________________________________________________________________
 CG0136  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CG0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0136
 CG0136.The horizontal coordinates were scaled from a topographic map and have
 CG0136.an estimated accuracy of +/- 6 seconds.
 CG0136
 CG0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0136.The vertical order pertains to the NGVD 29 superseded value.
 CG0136
 CG0136.The geoid height was determined by GEOID03.
 CG0136
 CG0136;                    North         East    Units  Estimated Accuracy
 CG0136;SPC AZ E     -    77,140.      212,310.      MT  (+/- 180 meters Scaled)
 CG0136
 CG0136                          SUPERSEDED SURVEY CONTROL
 CG0136
 CG0136  NGVD 29 (??/??/92) 1183.259  (m)         3882.08   (f) ADJ UNCH    2 0
 CG0136
 CG0136.Superseded values are not recommended for survey control.
 CG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0136.See file dsdata.txt to determine how the superseded data were derived.
 CG0136
 CG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RWA779070(NAD 83)
 CG0136_MARKER: DB = BENCH MARK DISK
 CG0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0136_STAMPING: Z 78 1934
 CG0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0136+STABILITY: SURFACE MOTION
 CG0136
 CG0136  HISTORY     - Date     Condition        Report By
 CG0136  HISTORY     - 1934     MONUMENTED       CGS
 CG0136
 CG0136                          STATION DESCRIPTION
 CG0136
 CG0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CG0136'1.3 MI SE FROM FAIRBANK.
 CG0136'1.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CG0136'STATION AT FAIRBANK, COCHISE COUNTY, 0.2 MILE EAST OF THE BOQUILLIAN
 CG0136'CATTLE COMPANY, 170 FEET NORTHWEST OF THE FAIRBANK SIGNBOARD, 50 FEET
 CG0136'WEST OF THE CENTERLINE OF THE TRACK, 8 FEET NORTHEAST OF A POLE, AND 2
 CG0136'FEET NORTH OF THE WIRE FENCE.  A STANDARD DISK, STAMPED Z 78 1934 AND
 CG0136'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA1029 ***********************************************************************
 DA1029  DESIGNATION -  Z 8
 DA1029  PID         -  DA1029
 DA1029  STATE/COUNTY-  AZ/YUMA
 DA1029  USGS QUAD   -  GROWLER (1982)
 DA1029
 DA1029                         *CURRENT SURVEY CONTROL
 DA1029  ___________________________________________________________________
 DA1029* NAD 83(1986)-  32 47 52.     (N)    113 52 29.     (W)     SCALED    
 DA1029* NAVD 88     -        91.75   (+/-2cm)     301.0    (feet)  VERTCON   
 DA1029  ___________________________________________________________________
 DA1029  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DA1029  VERT ORDER  -  FIRST     CLASS II (See Below)
 DA1029
 DA1029.The horizontal coordinates were scaled from a topographic map and have
 DA1029.an estimated accuracy of +/- 6 seconds.
 DA1029
 DA1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA1029.The vertical order pertains to the NGVD 29 superseded value.
 DA1029
 DA1029.The geoid height was determined by GEOID03.
 DA1029
 DA1029;                    North         East    Units  Estimated Accuracy
 DA1029;SPC AZ W     -   199,340.      201,680.      MT  (+/- 180 meters Scaled)
 DA1029
 DA1029                          SUPERSEDED SURVEY CONTROL
 DA1029
 DA1029  NGVD 29 (??/??/92)   91.104  (m)          298.90   (f) ADJ UNCH    1 2
 DA1029
 DA1029.Superseded values are not recommended for survey control.
 DA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA1029.See file dsdata.txt to determine how the superseded data were derived.
 DA1029
 DA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STB307325(NAD 83)
 DA1029_MARKER: DB = BENCH MARK DISK
 DA1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA1029_STAMPING: 298.897 Z 8 1927
 DA1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA1029+STABILITY: SURFACE MOTION
 DA1029
 DA1029  HISTORY     - Date     Condition        Report By
 DA1029  HISTORY     - 1927     MONUMENTED       CGS
 DA1029  HISTORY     - 1935     GOOD             NGS
 DA1029
 DA1029                          STATION DESCRIPTION
 DA1029
 DA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DA1029'18.4 MI NE FROM WELLTON.
 DA1029'18.4 MILES NORTHEAST ALONG THE WELLTON HASSAYAMPA-PHOENIX BRANCH OF
 DA1029'THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WELLTON, YUMA
 DA1029'COUNTY 13 1/2 POLES EAST OF MILEPOST 788, 12 RAILS EAST OF THE STATION
 DA1029'SIGN AT TYSON, 150 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 1 FOOT
 DA1029'INSIDE THE RIGHT OF WAY FENCE, AND 4 FEET LOWER THAN THE TRACK. A
 DA1029'STANDARD DISK, STAMPED 298.897 Z 8 1927 AND SET IN THE TOP OF A
 DA1029'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DA1029
 DA1029                          STATION RECOVERY (1935)
 DA1029
 DA1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DA1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0116 ***********************************************************************
 CF0116  DESIGNATION -  Z 80
 CF0116  PID         -  CF0116
 CF0116  STATE/COUNTY-  AZ/COCHISE
 CF0116  USGS QUAD   -  NACO (1958)
 CF0116
 CF0116                         *CURRENT SURVEY CONTROL
 CF0116  ___________________________________________________________________
 CF0116* NAD 83(1986)-  31 20 02.     (N)    109 56 51.     (W)     SCALED    
 CF0116* NAVD 88     -      1407.40   (+/-2cm)    4617.4    (feet)  VERTCON   
 CF0116  ___________________________________________________________________
 CF0116  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CF0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0116
 CF0116.The horizontal coordinates were scaled from a topographic map and have
 CF0116.an estimated accuracy of +/- 6 seconds.
 CF0116
 CF0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0116.The vertical order pertains to the NGVD 29 superseded value.
 CF0116
 CF0116.The geoid height was determined by GEOID03.
 CF0116
 CF0116;                    North         East    Units  Estimated Accuracy
 CF0116;SPC AZ E     -    37,040.      234,220.      MT  (+/- 180 meters Scaled)
 CF0116
 CF0116                          SUPERSEDED SURVEY CONTROL
 CF0116
 CF0116  NGVD 29 (??/??/92) 1406.536  (m)         4614.61   (f) ADJ UNCH    2 0
 CF0116
 CF0116.Superseded values are not recommended for survey control.
 CF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0116.See file dsdata.txt to determine how the superseded data were derived.
 CF0116
 CF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV001670(NAD 83)
 CF0116_MARKER: DB = BENCH MARK DISK
 CF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0116_STAMPING: Z 80 1934
 CF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0116+STABILITY: SURFACE MOTION
 CF0116
 CF0116  HISTORY     - Date     Condition        Report By
 CF0116  HISTORY     - 1934     MONUMENTED       CGS
 CF0116  HISTORY     - 1958     GOOD             NGS
 CF0116  HISTORY     - 19981001 MARK NOT FOUND   USPSQD
 CF0116
 CF0116                          STATION DESCRIPTION
 CF0116
 CF0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CF0116'IN NACO.
 CF0116'AT NACO, COCHISE COUNTY, 200 FEET SOUTH OF THE UNITED STATES CHECKING
 CF0116'STATION, 45 FEET NORTH OF THE MEXICAN CHECKING STATION, 15 FEET
 CF0116'NORTHEAST OF INTERNATION BOUNDARY MONUMENT 92 B, AND 10 FEET EAST OF
 CF0116'THE CENTERLINE OF THE EAST WALK OF MADENIA AVENUE.  A STANDARD DISK,
 CF0116'STAMPED Z 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CF0116
 CF0116                          STATION RECOVERY (1958)
 CF0116
 CF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CF0116'RECOVERED IN GOOD CONDITION.
 CF0116
 CF0116                          STATION RECOVERY (1998)
 CF0116
 CF0116'RECOVERY NOTE BY US POWER SQUADRON 1998
 CF0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0108 ***********************************************************************
 CF0108  DESIGNATION -  Z 81
 CF0108  PID         -  CF0108
 CF0108  STATE/COUNTY-  AZ/COCHISE
 CF0108  USGS QUAD   -  CINDER HILL (1985)
 CF0108
 CF0108                         *CURRENT SURVEY CONTROL
 CF0108  ___________________________________________________________________
 CF0108* NAD 83(1986)-  31 27 33.     (N)    109 22 30.     (W)     SCALED    
 CF0108* NAVD 88     -      1345.95   (+/-2cm)    4415.8    (feet)  VERTCON   
 CF0108  ___________________________________________________________________
 CF0108  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CF0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0108
 CF0108.The horizontal coordinates were scaled from a topographic map and have
 CF0108.an estimated accuracy of +/- 6 seconds.
 CF0108
 CF0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0108.The vertical order pertains to the NGVD 29 superseded value.
 CF0108
 CF0108.The geoid height was determined by GEOID03.
 CF0108
 CF0108;                    North         East    Units  Estimated Accuracy
 CF0108;SPC AZ E     -    51,180.      288,600.      MT  (+/- 180 meters Scaled)
 CF0108
 CF0108                          SUPERSEDED SURVEY CONTROL
 CF0108
 CF0108  NGVD 29 (??/??/92) 1345.090  (m)         4413.02   (f) ADJ UNCH    2 0
 CF0108
 CF0108.Superseded values are not recommended for survey control.
 CF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0108.See file dsdata.txt to determine how the superseded data were derived.
 CF0108
 CF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV543816(NAD 83)
 CF0108_MARKER: DB = BENCH MARK DISK
 CF0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0108_SP_SET: CULVERT
 CF0108_STAMPING: Z-81 1934
 CF0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0108
 CF0108  HISTORY     - Date     Condition        Report By
 CF0108  HISTORY     - 1934     MONUMENTED       CGS
 CF0108  HISTORY     - 1935     GOOD             NGS
 CF0108  HISTORY     - 1980     GOOD             USGS
 CF0108
 CF0108                          STATION DESCRIPTION
 CF0108
 CF0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0108'18.1 MI NE FROM DOUGLAS.
 CF0108'18.1 MI. NE. OF DEPOT ALONG THE S.P.R.R., 3/4 POLE N.E. OF MILE POST
 CF0108'NO. 1125, 120 FT. S.E. OF THE CENTER LINE OF TRACK, 100 FT. S. OF
 CF0108'BRIDGE NO. 1125.03, 19 FT. N. OF THE CENTER LINE OF U.S. NO. 80, AND
 CF0108'SET IN THE CENTER OF N. CONC. HEADWALL OF A HIGHWAY BOX CULVERT.
 CF0108
 CF0108                          STATION RECOVERY (1980)
 CF0108
 CF0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CF0108'FROM THE INSPECTION STATION NE OF DOUGLAS ALONG HWY 80, GO NE ALONG
 CF0108'HWY 80 12.9 MI TO HWY AT CONCRETE CULV. BM IS SET IN THE CENTER OF
 CF0108'THE N HEAD WALL, STANDARD TABLET
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1104 ***********************************************************************
 CZ1104  DESIGNATION -  Z 82
 CZ1104  PID         -  CZ1104
 CZ1104  STATE/COUNTY-  AZ/PINAL
 CZ1104  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1104
 CZ1104                         *CURRENT SURVEY CONTROL
 CZ1104  ___________________________________________________________________
 CZ1104* NAD 83(1992)-  32 52 46.57158(N)    111 51 40.67250(W)     ADJUSTED  
 CZ1104* NAVD 88     -       409.42   (+/-2cm)    1343.2    (feet)  VERTCON   
 CZ1104  ___________________________________________________________________
 CZ1104  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CZ1104  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ1104  HORZ ORDER  -  SECOND
 CZ1104  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1104
 CZ1104.The horizontal coordinates were established by classical geodetic methods
 CZ1104.and adjusted by the National Geodetic Survey in August 1993.
 CZ1104
 CZ1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1104.The vertical order pertains to the NGVD 29 superseded value.
 CZ1104
 CZ1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ1104
 CZ1104.The geoid height was determined by GEOID03.
 CZ1104
 CZ1104;                    North         East     Units Scale Factor Converg.
 CZ1104;SPC AZ C     -   208,401.826   218,540.886   MT  0.99990033   +0 01 48.2
 CZ1104;SPC AZ C     -   683,733.02    716,997.66   iFT  0.99990033   +0 01 48.2
 CZ1104;UTM  12      - 3,638,268.642   419,430.782   MT  0.99968004   -0 28 03.4
 CZ1104
 CZ1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CZ1104!SPC AZ C     -   0.99994048  x   0.99990033  =   0.99984082
 CZ1104!UTM  12      -   0.99994048  x   0.99968004  =   0.99962054
 CZ1104
 CZ1104|---------------------------------------------------------------------|
 CZ1104| PID    Reference Object                     Distance      Geod. Az  |
 CZ1104|                                                           dddmmss.s |
 CZ1104| CH4356 Z 82 RM 6                            43.157 METERS 01515     |
 CZ1104| CZ1635 Z 82 RM 1                            10.491 METERS 04741     |
 CZ1104| DU2118 SACATON PEAK AIR BEACON             APPROX.22.2 KM 0514621.9 |
 CZ1104| CZ2269 CASA GRANDE MUNICIPAL TANK          APPROX.10.2 KM 0914659.2 |
 CZ1104| CH4353 Z 82 RM 3                            32.879 METERS 15158     |
 CZ1104| CH4354 Z 82 RM 4                            38.018 METERS 22133     |
 CZ1104| CZ1107 A 297                                              2700758.0 |
 CZ1104| CH4352 Z 82 AZ MK                                         2701611.8 |
 CZ1104| CZ1105 Z 82 RM 2                            13.243 METERS 31243     |
 CZ1104| CH4355 Z 82 RM 5                            41.163 METERS 32447     |
 CZ1104|---------------------------------------------------------------------|
 CZ1104
 CZ1104                          SUPERSEDED SURVEY CONTROL
 CZ1104
 CZ1104  NAD 83(1986)-  32 52 46.56487(N)    111 51 40.67371(W) AD(       ) 2
 CZ1104  NAD 27      -  32 52 46.37765(N)    111 51 38.20159(W) AD(       ) 2
 CZ1104  NGVD 29 (??/??/92)  408.807  (m)         1341.23   (f) ADJ UNCH    1 2
 CZ1104
 CZ1104.Superseded values are not recommended for survey control.
 CZ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1104.See file dsdata.txt to determine how the superseded data were derived.
 CZ1104
 CZ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB1943138269(NAD 83)
 CZ1104_MARKER: DB = BENCH MARK DISK
 CZ1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1104_STAMPING: Z 82 1935
 CZ1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1104+STABILITY: SURFACE MOTION
 CZ1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CZ1104+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 CZ1104
 CZ1104  HISTORY     - Date     Condition        Report By
 CZ1104  HISTORY     - 1936     MONUMENTED       CGS
 CZ1104  HISTORY     - 1952     GOOD             CGS
 CZ1104  HISTORY     - 1952     GOOD             NGS
 CZ1104  HISTORY     - 1958     GOOD             CGS
 CZ1104  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CZ1104  HISTORY     - 1971     GOOD             NGS
 CZ1104  HISTORY     - 1973     GOOD             NGS
 CZ1104  HISTORY     - 20041013 GOOD             MHD
 CZ1104  HISTORY     - 20050329 GOOD             EVANS
 CZ1104  HISTORY     - 20061101 GOOD             GEOCAC
 CZ1104
 CZ1104                          STATION DESCRIPTION
 CZ1104
 CZ1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ1104'LOCATED ABOUT 6 MILES WEST OF CASA GRANDE IN THE SOUTHEAST
 CZ1104'CORNER OF SEC. 19, T. 6 S., R. 5 E., IN THE BRUSHCOVERED
 CZ1104'FLATS, 50 FEET NORTH OF STATE HIGHWAY NO. 84.  THERE IS A
 CZ1104'BORROW PIT ABOUT 100 YARDS SOUTH OF THE STATION.  MARKED BY
 CZ1104'A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK.  THE
 CZ1104'REFERENCE MARKS ARE STANDARD BRONZE DISKS CAST ON 1-INCH
 CZ1104'BRONZE RODS AND PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
 CZ1104'REFERENCE MARK NO. 1 IS 10.491 METERS (34.42 FEET) FROM
 CZ1104'STATION N 47 DEG 41 MIN E) REFERENCE MARK NO. 2 IS
 CZ1104'13.243 METERS (43.45 FEET) FROM STATION N 47 DEG 17 MIN W.
 CZ1104'THE AZIMUTH MARK, A STANDARD BRONZE DISK,
 CZ1104'IS 57 FEET NORTH OF THE CENTER LINE OF HIGHWAY NO. 84
 CZ1104'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS 0.3 MILE FROM
 CZ1104'STATION N 89 DEG 43 MIN W.
 CZ1104
 CZ1104                          STATION RECOVERY (1952)
 CZ1104
 CZ1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 CZ1104'STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CZ1104'PROJECTING 0.2 FOOT ABOVE THE GROUND, STAMPED Z 82 1935.
 CZ1104'
 CZ1104'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK WELDED
 CZ1104'ON THE TOP OF A 1 INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE
 CZ1104'THE GROUND, STAMPED BM Z 82 1935 NO. 1 1936, 34.7 FEET NORTHEAST
 CZ1104'OF BM Z 82, NOTE--FIELD CHECKER FOUND THIS MARK DESTROYED
 CZ1104'AFTER MARK HAD BEEN LEVELED OVER.
 CZ1104'
 CZ1104'REFERENCE MARK NO. 2 WAS NOT RECOVERED, A GRADER HAS LEVELED
 CZ1104'IN THIS AREA AND MARK WAS PROBABLY DESTROYED OR BURIED.
 CZ1104'
 CZ1104'TO REACH FROM THE SOUTHERN PACIFIC CO. WATER TANK AT CASA GRANDE,
 CZ1104'GO 6.3 MILES WEST ALONG STATE HIGHWAY 84 TO THE TRIANGULATION
 CZ1104'STATION AT THE GROWERS GIN, 96-1/2 FEET WEST OF THE CENTER
 CZ1104'LINE OF THE ACCESS ROAD TO THE GIN, 48.1 FEET NORTH OF THE
 CZ1104'CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF A TELEPHONE POLE,
 CZ1104'1.2 FEET SOUTH OF A FENCE, AND 2.4 FEET EAST OF A WITNESS
 CZ1104'POST.
 CZ1104
 CZ1104                          STATION RECOVERY (1952)
 CZ1104
 CZ1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CZ1104'6.6 MI E FROM STANFIELD.
 CZ1104'6.6 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1104'STANFIELD, 6.3 MILES WEST OF CASA GRANDE, AT THE GROWERS GIN, ABOUT 72
 CZ1104'YARDS WEST OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH, 96 1/2 FEET
 CZ1104'WEST OF THE CENTER LINE OF THE ACCESS ROAD TO THE GIN, 48.1 FEET NORTH
 CZ1104'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF A TELEPHONE POLE,
 CZ1104'1.2 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, AND SET IN
 CZ1104'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND
 CZ1104'ABOUT LEVEL WITH THE HIGHWAY.
 CZ1104
 CZ1104                          STATION RECOVERY (1958)
 CZ1104
 CZ1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CZ1104'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 CZ1104'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 CZ1104'
 CZ1104'STATION IS LOCATED 6.0 MILES WEST ALONG STATE HIGHWAY 84 FROM
 CZ1104'THE POST OFFICE IN CASA GRANDE, 72 YARDS WEST OF JUNCTION
 CZ1104'OF DIRT ROAD NORTH, 48.1 FEET NORTH OF HIGHWAY, 21.0 FEET
 CZ1104'EAST OF A POLE, 2.4 FEET EAST OF A WHITE WITNESS POST, 1.2
 CZ1104'FEET SOUTH OF A FENCE, AND FLUSH WITH THE GROUND.
 CZ1104'
 CZ1104'AZIMUTH MARK IS 6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM
 CZ1104'POST OFFICE IN CASA GRANDE, 99.0 FEET WEST OF A POLE, 54.0
 CZ1104'FEET NORTH C/L OF HIGHWAY, 3.0 FEET NORTH OF A FENCE, 2.9
 CZ1104'FEET WEST OF A WHITE WITNESS POST AND PROJECTING ABOUT
 CZ1104'0.5 FEET ABOVE GROUND.
 CZ1104
 CZ1104                          STATION RECOVERY (1960)
 CZ1104
 CZ1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CZ1104'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN
 CZ1104'GOOD CONDITION.  IT IS BELIEVED THAT THE REFERENCE MARKS WERE
 CZ1104'DESTROYED BY MACHINERY.  REFERENCE MARK NO. 3 AND REFERENCE
 CZ1104'MARK NO. 4 WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 CZ1104'FOLLOWS.
 CZ1104'
 CZ1104'THE STATION IS ABOUT 6 MILES WEST OF CASA GRANDE AND ABOUT
 CZ1104'6 MILES EAST OF STANFIELD ON THE NORTH RIGHT-OF-WAY OF STATE
 CZ1104'HIGHWAY 84.
 CZ1104'
 CZ1104'TO REACH THE STATION FROM THE POST OFFICE AT STANFIELD GO
 CZ1104'WEST ON STATE HIGHWAY 84 FOR 6.0 MILES TO THE AZIMUTH MARK
 CZ1104'ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 84 FOR 0.4 MILE
 CZ1104'TO THE STATION ON THE LEFT.
 CZ1104'
 CZ1104'THE STATION MARK, STAMPED Z 82 1935 IS A U.S. COAST AND
 CZ1104'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 6-INCH
 CZ1104'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 0.1
 CZ1104'MILE WEST OF MILE POST NO. 172, 145 FEET SOUTHWEST OF THE
 CZ1104'SOUTHWEST LEG OF A WATER TANK, 100 FEET WEST OF THE CENTER OF
 CZ1104'A DRIVE WAY TO THE COTTON GIN, 48 FEET NORTH OF THE CENTER OF
 CZ1104'STATE HIGHWAY 84, 20 FEET EAST OF A TELEPHONE POLE AND 1-1/2
 CZ1104'FEET NORTH OF THE WITNESS POST.
 CZ1104'
 CZ1104'REFERENCE MARK NO. 3, STAMPED BM Z 82 NO 3 1935 1960, IS A
 CZ1104'STANDARD DISK SET IN THE TOP OF A 4 1/2-INCH SOIL PIPE THAT
 CZ1104'IS FILLED WITH CONCRETE AND PROJECTS 3 INCHES.  IT IS 131
 CZ1104'FEET WEST OF A POWER POLE, 97 FEET EAST OF A POWER POLE AND
 CZ1104'47 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 84.
 CZ1104'
 CZ1104'REFERENCE MARK NO. 4, STAMPED BM Z 82 NO 4 1935 1960, IS A
 CZ1104'STANDARD DISK SET IN THE TOP OF A 4 1/2-INCH SOIL PIPE THAT
 CZ1104'PROJECTS 2 INCHES.  IT IS 47 FEET SOUTH OF THE CENTER OF STATE
 CZ1104'HIGHWAY 84 AND 36 FEET WEST OF A POWER POLE.
 CZ1104'
 CZ1104'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 133.5 FEET.
 CZ1104'
 CZ1104'THE AZIMUTH MARK, STAMPED BM Z 82 1935 1936, IS A STANDARD
 CZ1104'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 CZ1104'PROJECTS 10 INCHES.  IT IS 52 FEET NORTH OF THE CENTER OF
 CZ1104'STATE HIGHWAY 84, 3 FEET NORTH OF A FENCE AND 2 FEET WEST OF A
 CZ1104'WITNESS POST.
 CZ1104
 CZ1104                          STATION RECOVERY (1971)
 CZ1104
 CZ1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CZ1104'RECOVERED IN GOOD CONDITION.
 CZ1104
 CZ1104                          STATION RECOVERY (1973)
 CZ1104
 CZ1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 CZ1104'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 CZ1104'IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4 WERE DESTROYED BY
 CZ1104'ROAD GRADER OPERATIONS AND REFERENCE MARKS 5 AND 6 WERE
 CZ1104'ESTABLISHED AT THIS TIME.
 CZ1104'
 CZ1104'THE STATION MARK IS A STANDARD DISK STAMPED, Z 82 1935.  IT IS
 CZ1104'SET IN THE NORTHWEST INTERSECTION OF ARIZONA HIGHWAY 84 AND
 CZ1104'MONGOMERY ROAD.  IT IS 150-1/2 FEET SOUTHWEST OF THE STANDPIPE
 CZ1104'OF A COTTON GIN WATER TANK, 50 FEET NORTH OF THE CENTERLINE OF
 CZ1104'THE HIGHWAY, 21 FEET EAST OF A TELEPHONE POLE.  2 FEET SOUTH
 CZ1104'OF AN EAST-WEST FENCELINE AND 2 FEET NORTH OF WITNESS POST
 CZ1104'AND SIGN.
 CZ1104'
 CZ1104'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, Z 82 1936 NO 5
 CZ1104'1973.  IT IS SET IN A DRILL HOLE IN THE CONCRETE APRON AT THE
 CZ1104'SOUTH SIDE OF SCALES.  THE MARK IS ON LINE WITH THE EAST
 CZ1104'SIDE OF THE OFFICE BUILDING AND 2-1/2 FEET NORTH OF THE NORTHEAST
 CZ1104'CORNER OF THE BUILDING.
 CZ1104'
 CZ1104'REFERENCE MARK 6 IS A STANDARD DISK STAMPED, Z 82 1936 NO 6
 CZ1104'1973.  IT IS SET IN A DRILL HOLE AT THE SOUTH END OF A 4 X 4
 CZ1104'FOOT CONCRETE SLAB USED FOR A WELL HOUSING AND ELECTRIC
 CZ1104'OUTLET.  IT IS 21 FEET WEST OF WATER TANK STANDPIPE.
 CZ1104'
 CZ1104'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BM Z 82 1935 1936.
 CZ1104'IT IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4-1/2
 CZ1104'INCHES.  IT IS 54 FEET NORTH OF THE HIGHWAY, 11 FEET EAST OF
 CZ1104'THE WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.
 CZ1104'
 CZ1104'TO REACH THE STATION FROM THE POST OFFICE IN STANFIELD GO
 CZ1104'EAST ALONG ARIZONA HIGHWAY 84 FOR 6.4 MILES TO MONTGOMERY
 CZ1104'ROAD AND THE STATION ON THE LEFT.
 CZ1104'
 CZ1104'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CZ1104'
 CZ1104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 CZ1104'EAST OF STANFIELD
 CZ1104
 CZ1104                          STATION RECOVERY (2004)
 CZ1104
 CZ1104'RECOVERY NOTE BY MHD AND ASSOCIATES 2004 (JHD)
 CZ1104'RECOVERED IN GOOD CONDITION.
 CZ1104
 CZ1104                          STATION RECOVERY (2005)
 CZ1104
 CZ1104'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (LDF)
 CZ1104'RECOVERED AS DESCRIBED
 CZ1104
 CZ1104                          STATION RECOVERY (2006)
 CZ1104
 CZ1104'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 CZ1104'RECOVERED AS DESCRIBED. NONE OF THE REFERENCE MARKS WERE SOUGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1106 ***********************************************************************
 CZ1106  DESIGNATION -  Z 82 AZ MK
 CZ1106  PID         -  CZ1106
 CZ1106  STATE/COUNTY-  AZ/PINAL
 CZ1106  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1106
 CZ1106                         *CURRENT SURVEY CONTROL
 CZ1106  ___________________________________________________________________
 CZ1106* NAD 83(1986)-  32 52 50.     (N)    111 52 03.     (W)     SCALED    
 CZ1106* NAVD 88     -       408.46   (+/-2cm)    1340.1    (feet)  VERTCON   
 CZ1106  ___________________________________________________________________
 CZ1106  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CZ1106  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1106
 CZ1106.The horizontal coordinates were scaled from a topographic map and have
 CZ1106.an estimated accuracy of +/- 6 seconds.
 CZ1106
 CZ1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1106.The vertical order pertains to the NGVD 29 superseded value.
 CZ1106
 CZ1106.The geoid height was determined by GEOID03.
 CZ1106
 CZ1106;                    North         East    Units  Estimated Accuracy
 CZ1106;SPC AZ C     -   208,510.      217,960.      MT  (+/- 180 meters Scaled)
 CZ1106
 CZ1106                          SUPERSEDED SURVEY CONTROL
 CZ1106
 CZ1106  NGVD 29 (??/??/92)  407.847  (m)         1338.08   (f) ADJ UNCH    1 2
 CZ1106
 CZ1106.Superseded values are not recommended for survey control.
 CZ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1106.See file dsdata.txt to determine how the superseded data were derived.
 CZ1106
 CZ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB188383(NAD 83)
 CZ1106_MARKER: DZ = AZIMUTH MARK DISK
 CZ1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1106_STAMPING: BM Z 82 1935 1936
 CZ1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1106+STABILITY: SURFACE MOTION
 CZ1106
 CZ1106  HISTORY     - Date     Condition        Report By
 CZ1106  HISTORY     - 1936     MONUMENTED       CGS
 CZ1106  HISTORY     - 1951     GOOD             NGS
 CZ1106  HISTORY     - 20070407 MARK NOT FOUND   GEOCAC
 CZ1106
 CZ1106                          STATION DESCRIPTION
 CZ1106
 CZ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1106'6.2 MI E FROM STANFIELD.
 CZ1106'6.2 MILES EAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 CZ1106'STANFIELD, 0.4 MILE WEST OF A COTTON GIN, ABOUT 99 FEET WEST OF A
 CZ1106'TELEPHONE POLE, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3
 CZ1106'FEET NORTH OF A FENCE, 2.9 FEET WEST OF A WITNESS POST, AND SET IN THE
 CZ1106'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 CZ1106'2 FEET LOWER THAN THE HIGHWAY.
 CZ1106
 CZ1106                          STATION RECOVERY (2007)
 CZ1106
 CZ1106'RECOVERY NOTE BY GEOCACHING 2007 (ACM)
 CZ1106'A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1105 ***********************************************************************
 CZ1105  DESIGNATION -  Z 82 RM 2
 CZ1105  PID         -  CZ1105
 CZ1105  STATE/COUNTY-  AZ/PINAL
 CZ1105  USGS QUAD   -  CASA GRANDE WEST (1992)
 CZ1105
 CZ1105                         *CURRENT SURVEY CONTROL
 CZ1105  ___________________________________________________________________
 CZ1105* NAD 83(1986)-  32 52 50.     (N)    111 51 39.     (W)     SCALED    
 CZ1105* NAVD 88     -       409.60   (+/-2cm)    1343.8    (feet)  VERTCON   
 CZ1105  ___________________________________________________________________
 CZ1105  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CZ1105  VERT ORDER  -  FIRST     CLASS II (See Below)
 CZ1105
 CZ1105.The horizontal coordinates were scaled from a topographic map and have
 CZ1105.an estimated accuracy of +/- 6 seconds.
 CZ1105
 CZ1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1105.The vertical order pertains to the NGVD 29 superseded value.
 CZ1105
 CZ1105.The geoid height was determined by GEOID03.
 CZ1105
 CZ1105;                    North         East    Units  Estimated Accuracy
 CZ1105;SPC AZ C     -   208,510.      218,580.      MT  (+/- 180 meters Scaled)
 CZ1105
 CZ1105                          SUPERSEDED SURVEY CONTROL
 CZ1105
 CZ1105  NGVD 29 (??/??/92)  408.986  (m)         1341.81   (f) ADJ UNCH    1 2
 CZ1105
 CZ1105.Superseded values are not recommended for survey control.
 CZ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1105.See file dsdata.txt to determine how the superseded data were derived.
 CZ1105
 CZ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB194383(NAD 83)
 CZ1105_MARKER: DR = REFERENCE MARK DISK
 CZ1105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CZ1105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CZ1105_STAMPING: BM Z 82 RM NO.2 1935 1936
 CZ1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CZ1105
 CZ1105  HISTORY     - Date     Condition        Report By
 CZ1105  HISTORY     - 1936     MONUMENTED       CGS
 CZ1105  HISTORY     - 1948     GOOD             NGS
 CZ1105
 CZ1105                          STATION DESCRIPTION
 CZ1105
 CZ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CZ1105'6.3 MI W FROM CASA GRANDE.
 CZ1105'6.3 MILES WEST ALONG STATE HIGHWAY 84 FROM THE SOUTHERN PACIFIC CO.
 CZ1105'STEEL WATER TANK AT CASA GRANDE, 71.6 FEET NORTH OF THE CENTER LINE OF
 CZ1105'THE HIGHWAY, AND 43.5 FEET NORTHWEST OF THE BENCH MARK Z 82.  A
 CZ1105'STANDARD REFERENCE-MARK DISK ON THE TOP OF A 1 1/2 INCH IRON PIPE
 CZ1105'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0239 ***********************************************************************
 DA0239  DESIGNATION -  Z 84
 DA0239  PID         -  DA0239
 DA0239  STATE/COUNTY-  AZ/PIMA
 DA0239  USGS QUAD   -  SANTA ROSA (1990)
 DA0239
 DA0239                         *CURRENT SURVEY CONTROL
 DA0239  ___________________________________________________________________
 DA0239* NAD 83(1986)-  32 21 46.     (N)    112 02 25.     (W)     SCALED    
 DA0239* NAVD 88     -       543.59   (+/-2cm)    1783.4    (feet)  VERTCON   
 DA0239  ___________________________________________________________________
 DA0239  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DA0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0239
 DA0239.The horizontal coordinates were scaled from a topographic map and have
 DA0239.an estimated accuracy of +/- 6 seconds.
 DA0239
 DA0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0239.The vertical order pertains to the NGVD 29 superseded value.
 DA0239
 DA0239.The geoid height was determined by GEOID03.
 DA0239
 DA0239;                    North         East    Units  Estimated Accuracy
 DA0239;SPC AZ C     -   151,100.      201,730.      MT  (+/- 180 meters Scaled)
 DA0239
 DA0239                          SUPERSEDED SURVEY CONTROL
 DA0239
 DA0239  NGVD 29 (??/??/92)  542.960  (m)         1781.36   (f) ADJ UNCH    2 0
 DA0239
 DA0239.Superseded values are not recommended for survey control.
 DA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0239.See file dsdata.txt to determine how the superseded data were derived.
 DA0239
 DA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA021811(NAD 83)
 DA0239_MARKER: DB = BENCH MARK DISK
 DA0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0239_STAMPING: Z 84 1935
 DA0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0239+STABILITY: SURFACE MOTION
 DA0239
 DA0239  HISTORY     - Date     Condition        Report By
 DA0239  HISTORY     - 1935     MONUMENTED       CGS
 DA0239
 DA0239                          STATION DESCRIPTION
 DA0239
 DA0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DA0239'3.6 MI N FROM SANTA ROSA (GU ACHI).
 DA0239'3.6 MILES NORTH ALONG THE CASA GRANDE-COVERED WELLS ROAD FROM THE
 DA0239'SCHOOL AT SANTA ROSA (GU ACHI), PIMA COUNTY, 100 YARDS NORTHEAST OF A
 DA0239'ROAD CURVE TO THE SOUTHWEST, 200 FEET NORTHEAST OF THE CROSSING OF A
 DA0239'WASH, AND 40 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 DA0239'DISK, STAMPED Z 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1232 ***********************************************************************
 CZ1232  DESIGNATION -  Z 85
 CZ1232  PID         -  CZ1232
 CZ1232  STATE/COUNTY-  AZ/PINAL
 CZ1232  USGS QUAD   -  NORTH KOMELIK (1981)
 CZ1232
 CZ1232                         *CURRENT SURVEY CONTROL
 CZ1232  ___________________________________________________________________
 CZ1232* NAD 83(1986)-  32 36 15.     (N)    111 58 16.     (W)     SCALED    
 CZ1232* NAVD 88     -       482.26   (+/-2cm)    1582.2    (feet)  VERTCON   
 CZ1232  ___________________________________________________________________
 CZ1232  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CZ1232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1232
 CZ1232.The horizontal coordinates were scaled from a topographic map and have
 CZ1232.an estimated accuracy of +/- 6 seconds.
 CZ1232
 CZ1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1232.The vertical order pertains to the NGVD 29 superseded value.
 CZ1232
 CZ1232.The geoid height was determined by GEOID03.
 CZ1232
 CZ1232;                    North         East    Units  Estimated Accuracy
 CZ1232;SPC AZ C     -   177,860.      208,250.      MT  (+/- 180 meters Scaled)
 CZ1232
 CZ1232                          SUPERSEDED SURVEY CONTROL
 CZ1232
 CZ1232  NGVD 29 (??/??/92)  481.660  (m)         1580.25   (f) ADJ UNCH    2 0
 CZ1232
 CZ1232.Superseded values are not recommended for survey control.
 CZ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1232.See file dsdata.txt to determine how the superseded data were derived.
 CZ1232
 CZ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB088078(NAD 83)
 CZ1232_MARKER: DB = BENCH MARK DISK
 CZ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1232_STAMPING: Z 85 1935
 CZ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1232+STABILITY: SURFACE MOTION
 CZ1232
 CZ1232  HISTORY     - Date     Condition        Report By
 CZ1232  HISTORY     - 1935     MONUMENTED       CGS
 CZ1232  HISTORY     - 1951     GOOD             NGS
 CZ1232
 CZ1232                          STATION DESCRIPTION
 CZ1232
 CZ1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ1232'2.9 MI NE FROM QUAJOTE.
 CZ1232'2.9 MILES NORTH ALONG A TRACK ROAD FROM THE WINDMILL AT THE INDIAN
 CZ1232'VILLAGE OF QUAJOTE, ON THE NORTH SLOPE OF A SMALL GRADE, 0.4 MILE
 CZ1232'NORTH OF A THICK EASTWEST ROW OF PALO VERDE TREES, 6 1/2 FEET WEST OF
 CZ1232'THE CENTER LINE OF THE ROAD, 1.4 FEET EAST OF A WITNESS POST, SET IN
 CZ1232'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 CZ1232'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0630 ***********************************************************************
 DA0630  DESIGNATION -  Z 86
 DA0630  PID         -  DA0630
 DA0630  STATE/COUNTY-  AZ/MARICOPA
 DA0630  USGS QUAD   -  BLUE PLATEAU (1986)
 DA0630
 DA0630                         *CURRENT SURVEY CONTROL
 DA0630  ___________________________________________________________________
 DA0630* NAD 83(1986)-  32 47 09.     (N)    112 34 19.     (W)     SCALED    
 DA0630* NAVD 88     -       441.05   (+/-2cm)    1447.0    (feet)  VERTCON   
 DA0630  ___________________________________________________________________
 DA0630  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DA0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0630
 DA0630.The horizontal coordinates were scaled from a topographic map and have
 DA0630.an estimated accuracy of +/- 6 seconds.
 DA0630
 DA0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0630.The vertical order pertains to the NGVD 29 superseded value.
 DA0630
 DA0630.The geoid height was determined by GEOID03.
 DA0630
 DA0630;                    North         East    Units  Estimated Accuracy
 DA0630;SPC AZ C     -   198,190.      151,980.      MT  (+/- 180 meters Scaled)
 DA0630
 DA0630                          SUPERSEDED SURVEY CONTROL
 DA0630
 DA0630  NGVD 29 (??/??/92)  440.378  (m)         1444.81   (f) ADJ UNCH    2 0
 DA0630
 DA0630.Superseded values are not recommended for survey control.
 DA0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0630.See file dsdata.txt to determine how the superseded data were derived.
 DA0630
 DA0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB527286(NAD 83)
 DA0630_MARKER: DB = BENCH MARK DISK
 DA0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0630_STAMPING: Z 86 1935
 DA0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0630+STABILITY: SURFACE MOTION
 DA0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DA0630+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DA0630
 DA0630  HISTORY     - Date     Condition        Report By
 DA0630  HISTORY     - 1935     MONUMENTED       CGS
 DA0630  HISTORY     - 1951     GOOD             NGS
 DA0630  HISTORY     - 1980     GOOD             USGS
 DA0630  HISTORY     - 20090206 GOOD             GEOCAC
 DA0630
 DA0630                          STATION DESCRIPTION
 DA0630
 DA0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DA0630'15.6 MI SE FROM GILA BEND.
 DA0630'0.3 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE SOUTHERN PACIFIC
 DA0630'COMPANY RAILROAD STATION AT GILA BEND, THENCE 1.9 MILES SOUTH ALONG A
 DA0630'GRADED ROAD, THENCE 0.7 MILE EAST ALONG A GRADED ROAD, THENCE 1.1 MILE
 DA0630'SOUTH ALONG A TRACK ROAD, THENCE 11.6 MILES SOUTHEAST ALONG A TRACK
 DA0630'ROAD, 0.55 MILE SOUTHEAST OF THE CROSSING OF A 100 FEET WIDE WASH IN A
 DA0630'DIM SANDY WASH, ABOUT 105 YARDS NORTHEAST OF THE NORTHEAST SIDE OF A
 DA0630'LONG ROCKY HILL, 55 YARDS SOUTHEAST OF A POINT WHERE THE ROAD CROSSES
 DA0630'A SMALL WASH, 24 FEET SOUTH OF A LONE PALO VERDO TREE, 22 FEET
 DA0630'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF A
 DA0630'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DA0630'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 DA0630
 DA0630                          STATION RECOVERY (1980)
 DA0630
 DA0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DA0630'FROM THE CENTER OF BUSINESS I-8 OVERRAMP AT I-8 ABOUT 2.5 MILES SE OF
 DA0630'GILA BEND, GO SE ON EXIT ROAD SOUTH FOR 5.4 MILES TO CORRALS AT
 DA0630'NINEMILE WELL, HENCE PROCEED EAST AND SE ON TRACK ROAD FOR 7.3 MILES
 DA0630'TO BM ON NE. BM IS ABOUT 105 YARDS NE OF THE NE SIDE OF A LONG ROCKY
 DA0630'HILL, 24 FT SOUTH OF A LONE PALO VERDE TREE, 22 FT NE OF THE CENTER
 DA0630'OF TRACK ROAD, 1.3 FT SW OF A 4X4 WITNESS POST, SET IN THE TOP OF A
 DA0630'CONCRETE POST PROJECTING 0.5 FT AND ABOUT LEVEL WITH ROAD.
 DA0630
 DA0630                          STATION RECOVERY (2009)
 DA0630
 DA0630'RECOVERY NOTE BY GEOCACHING 2009 (JM)
 DA0630'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DA0630'THE DESCRIPTION - THE MARK IS LOCATED IN AREA A OF THE BARRY M.
 DA0630'GOLDWATER RANGE (BMGR). VISIT THE BMGR TO OBTAIN A PERMIT TO ENTER THE
 DA0630'AREA. ONCE THE PERMIT IS OBTAINED CALL THE BMGR AT 623-856-5200 PRIOR
 DA0630'TO ENTRY AND UPON EXITING THE AREA. HANDHELD COORDINATES
 DA0630'32 47 08.1 (N)   112 34 19.3 (W)  (NAD 83).
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DA0082 ***********************************************************************
 DA0082  DESIGNATION -  Z 87
 DA0082  PID         -  DA0082
 DA0082  STATE/COUNTY-  AZ/PINAL
 DA0082  USGS QUAD   -  INDIAN BUTTE (1981)
 DA0082
 DA0082                         *CURRENT SURVEY CONTROL
 DA0082  ___________________________________________________________________
 DA0082* NAD 83(1986)-  32 51 18.     (N)    112 04 59.     (W)     SCALED    
 DA0082* NAVD 88     -       468.08   (+/-2cm)    1535.7    (feet)  VERTCON   
 DA0082  ___________________________________________________________________
 DA0082  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DA0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DA0082
 DA0082.The horizontal coordinates were scaled from a topographic map and have
 DA0082.an estimated accuracy of +/- 6 seconds.
 DA0082
 DA0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DA0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DA0082.The vertical order pertains to the NGVD 29 superseded value.
 DA0082
 DA0082.The geoid height was determined by GEOID03.
 DA0082
 DA0082;                    North         East    Units  Estimated Accuracy
 DA0082;SPC AZ C     -   205,680.      197,790.      MT  (+/- 180 meters Scaled)
 DA0082
 DA0082                          SUPERSEDED SURVEY CONTROL
 DA0082
 DA0082  NGVD 29 (??/??/92)  467.467  (m)         1533.68   (f) ADJ UNCH    2 0
 DA0082
 DA0082.Superseded values are not recommended for survey control.
 DA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DA0082.See file dsdata.txt to determine how the superseded data were derived.
 DA0082
 DA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB986357(NAD 83)
 DA0082_MARKER: DB = BENCH MARK DISK
 DA0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DA0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DA0082_STAMPING: Z 87 1935
 DA0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DA0082+STABILITY: SURFACE MOTION
 DA0082
 DA0082  HISTORY     - Date     Condition        Report By
 DA0082  HISTORY     - 1935     MONUMENTED       CGS
 DA0082  HISTORY     - 1952     GOOD             NGS
 DA0082  HISTORY     - 1963     POOR             USGS
 DA0082
 DA0082                          STATION DESCRIPTION
 DA0082
 DA0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DA0082'7.2 MI W FROM STANFIELD.
 DA0082'7.2 MILES WEST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 DA0082'STANFIELD, AT THE JUNCTION OF HIDDEN VALLEY ROAD, ABOUT 36 YARDS EAST
 DA0082'OF THE REMAINS OF A SERVICE STATION, 88.6 FEET NORTH OF THE CENTER
 DA0082'LINE OF THE HIGHWAY, 43 1/2 FEET EAST OF THE NORTH END OF THE
 DA0082'SOUTHEAST HEAD WALL OF A CATTLE GUARD ON HIDDEN VALLEY ROAD, 41 1/2
 DA0082'FEET SOUTHEAST OF THE CENTER LINE OF HIDDEN VALLEY ROAD, 40.0 FEET
 DA0082'NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 DA0082'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT
 DA0082'LEVEL WITH THE HIGHWAY.  NOTE-- HEAVY EQUIPMENT KNOCKED THIS MARK OVER
 DA0082'ON ONE SIDE.
 DA0082
 DA0082                          STATION RECOVERY (1963)
 DA0082
 DA0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DA0082'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1364 ***********************************************************************
 CZ1364  DESIGNATION -  Z 88
 CZ1364  PID         -  CZ1364
 CZ1364  STATE/COUNTY-  AZ/PINAL
 CZ1364  USGS QUAD   -  SILVER REEF MTS (1993)
 CZ1364
 CZ1364                         *CURRENT SURVEY CONTROL
 CZ1364  ___________________________________________________________________
 CZ1364* NAD 83(1986)-  32 40 28.     (N)    111 46 40.     (W)     SCALED    
 CZ1364* NAVD 88     -       461.52   (+/-2cm)    1514.2    (feet)  VERTCON   
 CZ1364  ___________________________________________________________________
 CZ1364  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 CZ1364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1364
 CZ1364.The horizontal coordinates were scaled from a topographic map and have
 CZ1364.an estimated accuracy of +/- 6 seconds.
 CZ1364
 CZ1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1364.The vertical order pertains to the NGVD 29 superseded value.
 CZ1364
 CZ1364.The geoid height was determined by GEOID03.
 CZ1364
 CZ1364;                    North         East    Units  Estimated Accuracy
 CZ1364;SPC AZ C     -   185,660.      226,390.      MT  (+/- 180 meters Scaled)
 CZ1364
 CZ1364                          SUPERSEDED SURVEY CONTROL
 CZ1364
 CZ1364  NGVD 29 (??/??/92)  460.934  (m)         1512.25   (f) ADJ UNCH    2 0
 CZ1364
 CZ1364.Superseded values are not recommended for survey control.
 CZ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1364.See file dsdata.txt to determine how the superseded data were derived.
 CZ1364
 CZ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB270154(NAD 83)
 CZ1364_MARKER: DB = BENCH MARK DISK
 CZ1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1364_STAMPING: Z 88 1935
 CZ1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1364+STABILITY: SURFACE MOTION
 CZ1364
 CZ1364  HISTORY     - Date     Condition        Report By
 CZ1364  HISTORY     - 1935     MONUMENTED       CGS
 CZ1364  HISTORY     - 1952     GOOD             NGS
 CZ1364  HISTORY     - 1966     GOOD             NGS
 CZ1364  HISTORY     - 1977     GOOD             USGS
 CZ1364
 CZ1364                          STATION DESCRIPTION
 CZ1364
 CZ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1364'4.2 MI SE FROM WHITE HORSE PASS.
 CZ1364'2.6 MILES SOUTH ALONG A TRACK ROAD FROM THE CHURCH AT THE INDIAN
 CZ1364'VILLAGE OF WHITE HORSE PASS, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTY,
 CZ1364'THENCE 0.3 MILE SOUTH ALONG A FENCE LINE, THENCE 0.9 MILE EAST ALONG A
 CZ1364'TRACK ROAD, ON A MESQUITE COVERED FLAT, 0.65 MILE EAST OF A WINDMILL,
 CZ1364'15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A
 CZ1364'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CZ1364'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 CZ1364
 CZ1364                          STATION RECOVERY (1966)
 CZ1364
 CZ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CZ1364'RECOVERED IN GOOD CONDITION.
 CZ1364
 CZ1364                          STATION RECOVERY (1977)
 CZ1364
 CZ1364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CZ1364'THE MAIN RD. THROUGH THIS AREA HAS BEEN REALIGNED THE CENTERLINE RD.
 CZ1364'MEASUREMENTS SHOULD BE AMENDED TO 273 FT S. OF CENTERLINE OF RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0901 ***********************************************************************
 CZ0901  DESIGNATION -  Z 89
 CZ0901  PID         -  CZ0901
 CZ0901  STATE/COUNTY-  AZ/PIMA
 CZ0901  USGS QUAD   -  SILVER BELL WEST (1989)
 CZ0901
 CZ0901                         *CURRENT SURVEY CONTROL
 CZ0901  ___________________________________________________________________
 CZ0901* NAD 83(1986)-  32 26 40.     (N)    111 32 38.     (W)     SCALED    
 CZ0901* NAVD 88     -       717.98   (+/-2cm)    2355.6    (feet)  VERTCON   
 CZ0901  ___________________________________________________________________
 CZ0901  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CZ0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0901
 CZ0901.The horizontal coordinates were scaled from a topographic map and have
 CZ0901.an estimated accuracy of +/- 6 seconds.
 CZ0901
 CZ0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0901.The vertical order pertains to the NGVD 29 superseded value.
 CZ0901
 CZ0901.The geoid height was determined by GEOID03.
 CZ0901
 CZ0901;                    North         East    Units  Estimated Accuracy
 CZ0901;SPC AZ C     -   160,210.      248,410.      MT  (+/- 180 meters Scaled)
 CZ0901
 CZ0901                          SUPERSEDED SURVEY CONTROL
 CZ0901
 CZ0901  NGVD 29 (??/??/92)  717.408  (m)         2353.70   (f) ADJ UNCH    2 0
 CZ0901
 CZ0901.Superseded values are not recommended for survey control.
 CZ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0901.See file dsdata.txt to determine how the superseded data were derived.
 CZ0901
 CZ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA488898(NAD 83)
 CZ0901_MARKER: DB = BENCH MARK DISK
 CZ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0901_STAMPING: Z 89 1935
 CZ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0901+STABILITY: SURFACE MOTION
 CZ0901
 CZ0901  HISTORY     - Date     Condition        Report By
 CZ0901  HISTORY     - 1935     MONUMENTED       CGS
 CZ0901  HISTORY     - 1951     GOOD             NGS
 CZ0901
 CZ0901                          STATION DESCRIPTION
 CZ0901
 CZ0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0901'2.3 MI NE FROM SILVER BELL CEMETERY.
 CZ0901'2.3 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD FROM THE SILVER BELL
 CZ0901'CEMETERY, 0.2 MILE NORTH OF A CATTLE GUARD ON THE ROAD, 0.05 MILE
 CZ0901'SOUTH OF A WASH CROSSING THE ROAD, 25 1/2 FEET NORTHEAST OF THE CENTER
 CZ0901'LINE OF THE ROAD, 2.2 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL
 CZ0901'WITH THE ROAD, AND SET IN THE TOP OF A  CONCRETE POST PROJECTING 0.4
 CZ0901'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV1059 ***********************************************************************
 DV1059  DESIGNATION -  Z 9
 DV1059  PID         -  DV1059
 DV1059  STATE/COUNTY-  AZ/MARICOPA
 DV1059  USGS QUAD   -  QUAIL SPRING WASH (1986)
 DV1059
 DV1059                         *CURRENT SURVEY CONTROL
 DV1059  ___________________________________________________________________
 DV1059* NAD 83(1986)-  33 07 57.     (N)    113 06 26.     (W)     SCALED    
 DV1059* NAVD 88     -       215.36   (+/-2cm)     706.6    (feet)  VERTCON   
 DV1059  ___________________________________________________________________
 DV1059  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DV1059  VERT ORDER  -  FIRST     CLASS II (See Below)
 DV1059
 DV1059.The horizontal coordinates were scaled from a topographic map and have
 DV1059.an estimated accuracy of +/- 6 seconds.
 DV1059
 DV1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV1059.The vertical order pertains to the NGVD 29 superseded value.
 DV1059
 DV1059.The geoid height was determined by GEOID03.
 DV1059
 DV1059;                    North         East    Units  Estimated Accuracy
 DV1059;SPC AZ C     -   237,080.      102,270.      MT  (+/- 180 meters Scaled)
 DV1059
 DV1059                          SUPERSEDED SURVEY CONTROL
 DV1059
 DV1059  NGVD 29 (??/??/92)  214.756  (m)          704.58   (f) ADJ UNCH    1 2
 DV1059
 DV1059.Superseded values are not recommended for survey control.
 DV1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV1059.See file dsdata.txt to determine how the superseded data were derived.
 DV1059
 DV1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUB034679(NAD 83)
 DV1059_MARKER: DB = BENCH MARK DISK
 DV1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DV1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DV1059_STAMPING: 704.579 Z 9 1927
 DV1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DV1059+STABILITY: SURFACE MOTION
 DV1059
 DV1059  HISTORY     - Date     Condition        Report By
 DV1059  HISTORY     - 1927     MONUMENTED       CGS
 DV1059
 DV1059                          STATION DESCRIPTION
 DV1059
 DV1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DV1059'16.8 MI E FROM AGUA.
 DV1059'BRONZE DISC SET IN STANDARD CONCRETE MONUMENT 100 FEET SOUTH OF THE
 DV1059'SOUTHERN PACIFIC RR. TRACKS, AND JUST INSIDE THE RIGHT-OF-WAY FENCE
 DV1059'LINE.  1-1/3 TELEPHONE POLES EAST OF MILEPOST 839.  770 FEET EAST OF
 DV1059'BRIDGE NO. 838 D.  2 MILES WEST OF SIDING SADDLE.  MARK IS 1 FOOT
 DV1059'ABOVE THE GROUND LEVEL, AND 4 1/2 FEET BELOW TRACK LEVEL.  MARK IS ON
 DV1059'THE S.P.RR. WELLTON-HASSAYAMPA-PHOENIX LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0921 ***********************************************************************
 CZ0921  DESIGNATION -  Z 90
 CZ0921  PID         -  CZ0921
 CZ0921  STATE/COUNTY-  AZ/PIMA
 CZ0921  USGS QUAD   -  QUEENS WELL (1989)
 CZ0921
 CZ0921                         *CURRENT SURVEY CONTROL
 CZ0921  ___________________________________________________________________
 CZ0921* NAD 83(1986)-  32 20 18.     (N)    111 44 13.     (W)     SCALED    
 CZ0921* NAVD 88     -       567.15   (+/-2cm)    1860.7    (feet)  VERTCON   
 CZ0921  ___________________________________________________________________
 CZ0921  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 CZ0921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0921
 CZ0921.The horizontal coordinates were scaled from a topographic map and have
 CZ0921.an estimated accuracy of +/- 6 seconds.
 CZ0921
 CZ0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0921.The vertical order pertains to the NGVD 29 superseded value.
 CZ0921
 CZ0921.The geoid height was determined by GEOID03.
 CZ0921
 CZ0921;                    North         East    Units  Estimated Accuracy
 CZ0921;SPC AZ C     -   148,400.      230,280.      MT  (+/- 180 meters Scaled)
 CZ0921
 CZ0921                          SUPERSEDED SURVEY CONTROL
 CZ0921
 CZ0921  NGVD 29 (??/??/92)  566.566  (m)         1858.81   (f) ADJ UNCH    2 0
 CZ0921
 CZ0921.Superseded values are not recommended for survey control.
 CZ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0921.See file dsdata.txt to determine how the superseded data were derived.
 CZ0921
 CZ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA306781(NAD 83)
 CZ0921_MARKER: DB = BENCH MARK DISK
 CZ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0921_STAMPING: Z 90 1935
 CZ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0921+STABILITY: SURFACE MOTION
 CZ0921
 CZ0921  HISTORY     - Date     Condition        Report By
 CZ0921  HISTORY     - 1935     MONUMENTED       CGS
 CZ0921  HISTORY     - 1952     GOOD             NGS
 CZ0921
 CZ0921                          STATION DESCRIPTION
 CZ0921
 CZ0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ0921'13.40 MI SW FROM SILVER BELL CEMETERY.
 CZ0921'2.7 MILES WEST ALONG A TRACK ROAD FROM THE SILVER BELL CEMETERY,
 CZ0921'THENCE 10.70 MILES SOUTHWEST ALONG A DIM TRACK ROAD, ABOUT 150 YARDS
 CZ0921'SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE, OPEN CLEARING, AT A POINT
 CZ0921'WHERE THE ROAD CROSSES SEVERAL SANDY WASHES, ON A WATER SOAKED BOTTOM
 CZ0921'LAND COVERED WITH MESQUITE, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 CZ0921'AND ABOUT LEVEL WITH THE ROAD, 1.8 FEET NORTHWEST OF THE WITNESS POST,
 CZ0921'AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ1265 ***********************************************************************
 CZ1265  DESIGNATION -  Z 92
 CZ1265  PID         -  CZ1265
 CZ1265  STATE/COUNTY-  AZ/PINAL
 CZ1265  USGS QUAD   -  SILVER REEF MTS SE (1993)
 CZ1265
 CZ1265                         *CURRENT SURVEY CONTROL
 CZ1265  ___________________________________________________________________
 CZ1265* NAD 83(1986)-  32 34 00.     (N)    111 50 07.     (W)     SCALED    
 CZ1265* NAVD 88     -       484.04   (+/-2cm)    1588.1    (feet)  VERTCON   
 CZ1265  ___________________________________________________________________
 CZ1265  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CZ1265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ1265
 CZ1265.The horizontal coordinates were scaled from a topographic map and have
 CZ1265.an estimated accuracy of +/- 6 seconds.
 CZ1265
 CZ1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ1265.The vertical order pertains to the NGVD 29 superseded value.
 CZ1265
 CZ1265.The geoid height was determined by GEOID03.
 CZ1265
 CZ1265;                    North         East    Units  Estimated Accuracy
 CZ1265;SPC AZ C     -   173,700.      221,000.      MT  (+/- 180 meters Scaled)
 CZ1265
 CZ1265                          SUPERSEDED SURVEY CONTROL
 CZ1265
 CZ1265  NGVD 29 (??/??/92)  483.473  (m)         1586.19   (f) ADJ UNCH    2 0
 CZ1265
 CZ1265.Superseded values are not recommended for survey control.
 CZ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ1265.See file dsdata.txt to determine how the superseded data were derived.
 CZ1265
 CZ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVB215035(NAD 83)
 CZ1265_MARKER: DB = BENCH MARK DISK
 CZ1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ1265_STAMPING: Z 92 1935
 CZ1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ1265+STABILITY: SURFACE MOTION
 CZ1265
 CZ1265  HISTORY     - Date     Condition        Report By
 CZ1265  HISTORY     - 1935     MONUMENTED       CGS
 CZ1265  HISTORY     - 1952     GOOD             NGS
 CZ1265
 CZ1265                          STATION DESCRIPTION
 CZ1265
 CZ1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CZ1265'5.3 MI SE FROM JACKRABBIT.
 CZ1265'0.4 MILE NORTHEAST ALONG THE OLD CASA GRANDE ROAD FROM THE OLD
 CZ1265'ABANDONED JACKRABBIT MINE AT JACKRABBIT, THENCE 4.9 MILES EAST AND
 CZ1265'SOUTHEAST ALONG A TRACK ROAD, 0.25 MILE NORTH OF A POINT WHERE THE
 CZ1265'ROAD CROSSES A GRAVEL COVERED CLEARING, 21 FEET EAST OF THE CENTERLINE
 CZ1265'OF AND ABOUT LEVEL WITH THE ROAD, 2.2 FEET NORTH OF A WITNESS POST,
 CZ1265'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 CZ1265'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0670 ***********************************************************************
 CZ0670  DESIGNATION -  Z 93
 CZ0670  PID         -  CZ0670
 CZ0670  STATE/COUNTY-  AZ/PIMA
 CZ0670  USGS QUAD   -  COCORAQUE BUTTE (1979)
 CZ0670
 CZ0670                         *CURRENT SURVEY CONTROL
 CZ0670  ___________________________________________________________________
 CZ0670* NAD 83(1986)-  32 12 37.     (N)    111 19 21.     (W)     SCALED    
 CZ0670* NAVD 88     -       717.12   (+/-2cm)    2352.8    (feet)  VERTCON   
 CZ0670  ___________________________________________________________________
 CZ0670  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CZ0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0670
 CZ0670.The horizontal coordinates were scaled from a topographic map and have
 CZ0670.an estimated accuracy of +/- 6 seconds.
 CZ0670
 CZ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0670.The vertical order pertains to the NGVD 29 superseded value.
 CZ0670
 CZ0670.The geoid height was determined by GEOID03.
 CZ0670
 CZ0670;                    North         East    Units  Estimated Accuracy
 CZ0670;SPC AZ C     -   134,340.      269,370.      MT  (+/- 180 meters Scaled)
 CZ0670
 CZ0670                          SUPERSEDED SURVEY CONTROL
 CZ0670
 CZ0670  NGVD 29 (??/??/92)  716.480  (m)         2350.65   (f) ADJ UNCH    2 0
 CZ0670
 CZ0670.Superseded values are not recommended for survey control.
 CZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0670.See file dsdata.txt to determine how the superseded data were derived.
 CZ0670
 CZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA696637(NAD 83)
 CZ0670_MARKER: DB = BENCH MARK DISK
 CZ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0670_STAMPING: Z 93 1935
 CZ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0670+STABILITY: SURFACE MOTION
 CZ0670
 CZ0670  HISTORY     - Date     Condition        Report By
 CZ0670  HISTORY     - 1935     MONUMENTED       CGS
 CZ0670  HISTORY     - 1951     GOOD             NGS
 CZ0670  HISTORY     - 1975     GOOD             USGS
 CZ0670
 CZ0670                          STATION DESCRIPTION
 CZ0670
 CZ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0670'25.9 MI W FROM TUCSON.
 CZ0670'13.6 MILES SOUTHWEST OF U. S. VETERANS HOSPITAL AT TUCSON ALONG STATE
 CZ0670'HIGHWAY 86, THENCE 3.8 MILES NORTHWEST ALONG A DIRT ROAD TO A WATER
 CZ0670'TANK AT PHILLIPS RANCH, THENCE 4.4 MILES WEST AND NORTH TO A T
 CZ0670'JUNCTION OF A DIM TRACK ROAD LEADING NORTH, THENCE 0.5 MILE NORTH TO
 CZ0670'THE EAST-WEST FENCE AT THE EDGE OF AN INDIAN RESERVATION, THENCE 1.4
 CZ0670'MILES WEST ALONG THE SOUTH SIDE OF THE FENCE TO THE GARCRA RANCH
 CZ0670'HOUSE, THENCE 0.1 MILE WEST TO THE SECOND TRACK ROAD LEADING
 CZ0670'NORTHWEST, THENCE 2.1 MILES N. W. ALONG A GRAVEL ROAD, ALSO 25.4 MILES
 CZ0670'FROM SILVER BELL, 0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SILVER
 CZ0670'BELL CEMETERY AT SILVER BELL, THENCE 25.3 MILES SOUTHEAST ALONG A
 CZ0670'GRAVEL ROAD, 2.1 MILES SOUTHEAST OF THE CORCORAQUE RANCH, 1.8 MILES
 CZ0670'SOUTHEAST OF A GATE ACROSS THE ROAD IN THE EAST-WEST FENCE AT THE
 CZ0670'BOUNDRY OF THE PAPAGO INDIAN RESERVATION, 21 FEET NORTHEAST OF THE
 CZ0670'CENTER LINE OF THE ROAD, 3.3 FEET NORTHWEST OF A WITNESS POST, AND
 CZ0670'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST
 CZ0670'PROJECTING 0.5 FOOT.
 CZ0670
 CZ0670                          STATION RECOVERY (1975)
 CZ0670
 CZ0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CZ0670'RYAN FIELD, 3.1 MI W. OF ALONG STATE HWY. 86 TO X-RDS. TURN RIGHT
 CZ0670'(N.) 4.3 MI ON SANDARIO RD. TO T-RD. TURN LEFT (W.) 4.2 MI TO
 CZ0670'DONALDSON RANCH. CONTINUE WEST-SOUTHWEST 0.9 MI TO RD. FORK. TURN
 CZ0670'RIGHT (W.) 0.15 MI TO X-RDS. TURN RIGHT (N.) THROUGH INDIAN
 CZ0670'RESERVATION GATE 1.2 MI TO GARCIA RANCH HOUSE, THENCE NW. ON MAIN
 CZ0670'TRAVELED RD. 0.45 MI TO RD. FORK. LEFT (NW.) 0.65 MI TO RD. FORK AND
 CZ0670'POND ON LEFT. TURN RIGHT (NW.) 1.15 MI. 26 FT NE. OF RD. SET IN TOP
 CZ0670'OF CONCRETE POST PROJECTING 0.6 FT. NGS DISK STAMPED 293 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CZ0609 ***********************************************************************
 CZ0609  DESIGNATION -  Z 94
 CZ0609  PID         -  CZ0609
 CZ0609  STATE/COUNTY-  AZ/PIMA
 CZ0609  USGS QUAD   -  SILVER BELL EAST (1989)
 CZ0609
 CZ0609                         *CURRENT SURVEY CONTROL
 CZ0609  ___________________________________________________________________
 CZ0609* NAD 83(1986)-  32 24 27.     (N)    111 25 18.     (W)     SCALED    
 CZ0609* NAVD 88     -       664.23   (+/-2cm)    2179.2    (feet)  VERTCON   
 CZ0609  ___________________________________________________________________
 CZ0609  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CZ0609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CZ0609
 CZ0609.The horizontal coordinates were scaled from a topographic map and have
 CZ0609.an estimated accuracy of +/- 6 seconds.
 CZ0609
 CZ0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CZ0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CZ0609.The vertical order pertains to the NGVD 29 superseded value.
 CZ0609
 CZ0609.The geoid height was determined by GEOID03.
 CZ0609
 CZ0609;                    North         East    Units  Estimated Accuracy
 CZ0609;SPC AZ C     -   156,160.      259,920.      MT  (+/- 180 meters Scaled)
 CZ0609
 CZ0609                          SUPERSEDED SURVEY CONTROL
 CZ0609
 CZ0609  NGVD 29 (??/??/92)  663.670  (m)         2177.39   (f) ADJ UNCH    2 0
 CZ0609
 CZ0609.Superseded values are not recommended for survey control.
 CZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ0609.See file dsdata.txt to determine how the superseded data were derived.
 CZ0609
 CZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA603856(NAD 83)
 CZ0609_MARKER: DB = BENCH MARK DISK
 CZ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CZ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CZ0609_STAMPING: Z 94 1935
 CZ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CZ0609+STABILITY: SURFACE MOTION
 CZ0609
 CZ0609  HISTORY     - Date     Condition        Report By
 CZ0609  HISTORY     - 1935     MONUMENTED       CGS
 CZ0609  HISTORY     - 1951     GOOD             NGS
 CZ0609
 CZ0609                          STATION DESCRIPTION
 CZ0609
 CZ0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CZ0609'21.1 MI W FROM RILLITO.
 CZ0609'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 84 FROM THE
 CZ0609'SOUTHERN PACIFIC RAILROAD STATION AT RILLITO, THENCE 1.3 MILES SOUTH
 CZ0609'ALONG A PRIVATE ROAD WHICH LEADS THRU THE ARIZONA PORTLAND CEMENT
 CZ0609'PLANT, THENCE 16.8 MILES WEST ACROSS THE MARANA NO. 2 AIRPORT ALONG
 CZ0609'SILVER BELL ROAD, THENCE 2.8 MILES SOUTHWEST ALONG A TRACK ROAD, 0.25
 CZ0609'MILE SOUTH OF THE INTERSECTION OF THE EL PASO NATURAL GAS LINE, 23 1/2
 CZ0609'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTHWEST OF A
 CZ0609'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN A
 CZ0609'CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0645 ***********************************************************************
 FR0645  DESIGNATION -  Z 95
 FR0645  PID         -  FR0645
 FR0645  STATE/COUNTY-  AZ/MOHAVE
 FR0645  USGS QUAD   -  MILKWEED CANYON SW (1967)
 FR0645
 FR0645                         *CURRENT SURVEY CONTROL
 FR0645  ___________________________________________________________________
 FR0645* NAD 83(1986)-  35 36 30.     (N)    113 43 24.     (W)     SCALED    
 FR0645* NAVD 88     -      1499.329  (meters)    4919.05   (feet)  POSTED    
 FR0645  ___________________________________________________________________
 FR0645  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FR0645  DYNAMIC HT  -        1497.470 (meters)    4912.95  (feet)  COMP
 FR0645  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 FR0645
 FR0645  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FR0645
 FR0645.The horizontal coordinates were scaled from a topographic map and have
 FR0645.an estimated accuracy of +/- 6 seconds.
 FR0645
 FR0645.The orthometric height was determined by differential leveling
 FR0645.and adjusted by the  in 1992.
 FR0645.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FR0645.rate of 0.0 thru 1.0 mm/km.
 FR0645
 FR0645.The geoid height was determined by GEOID03.
 FR0645
 FR0645.The dynamic height is computed by dividing the NAVD 88
 FR0645.geopotential number by the normal gravity value computed on the
 FR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0645.degrees latitude (g = 980.6199 gals.).
 FR0645
 FR0645.The modeled gravity was interpolated from observed gravity values.
 FR0645
 FR0645;                    North         East    Units  Estimated Accuracy
 FR0645;SPC AZ W     -   511,080.      215,780.      MT  (+/- 180 meters Scaled)
 FR0645
 FR0645                          SUPERSEDED SURVEY CONTROL
 FR0645
 FR0645  NGVD 29 (??/??/92) 1498.434  (m)         4916.11   (f) ADJ UNCH    2 0
 FR0645
 FR0645.Superseded values are not recommended for survey control.
 FR0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0645.See file dsdata.txt to determine how the superseded data were derived.
 FR0645
 FR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE533439(NAD 83)
 FR0645_MARKER: DB = BENCH MARK DISK
 FR0645_SETTING: 66 = SET IN ROCK OUTCROP
 FR0645_SP_SET: ROCK OUTCROP
 FR0645_STAMPING: Z 95 1935
 FR0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FR0645+STABILITY: POSITION/ELEVATION WELL
 FR0645
 FR0645  HISTORY     - Date     Condition        Report By
 FR0645  HISTORY     - 1935     MONUMENTED       CGS
 FR0645  HISTORY     - 1967     GOOD             USGS
 FR0645
 FR0645                          STATION DESCRIPTION
 FR0645
 FR0645'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 FR0645'20.3 MI NW FROM PEACH SPRINGS.
 FR0645'20.4 MILES ALONG A ROAD FROM PEACH SPRINGS, 425 FEET NORTHWEST OF A Y
 FR0645'ROAD INTERSECTION, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET
 FR0645'EAST OF A ROCK CAIRN, IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0636 ***********************************************************************
 FR0636  DESIGNATION -  Z 96
 FR0636  PID         -  FR0636
 FR0636  STATE/COUNTY-  AZ/MOHAVE
 FR0636  USGS QUAD   -  SPENCER CANYON (1967)
 FR0636
 FR0636                         *CURRENT SURVEY CONTROL
 FR0636  ___________________________________________________________________
 FR0636* NAD 83(1986)-  35 46 09.     (N)    113 43 17.     (W)     SCALED    
 FR0636* NAVD 88     -       921.658  (meters)    3023.81   (feet)  POSTED    
 FR0636  ___________________________________________________________________
 FR0636  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FR0636  DYNAMIC HT  -         920.520 (meters)    3020.07  (feet)  COMP
 FR0636  MODELED GRAV-     979,365.2   (mgal)                       NAVD 88
 FR0636
 FR0636  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FR0636
 FR0636.The horizontal coordinates were scaled from a topographic map and have
 FR0636.an estimated accuracy of +/- 6 seconds.
 FR0636
 FR0636.The orthometric height was determined by differential leveling
 FR0636.and adjusted by the  in 1992.
 FR0636.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FR0636.was located on a no-check spur therefore a value was not computed.
 FR0636.No vertical observational check was made to the station.
 FR0636
 FR0636.The geoid height was determined by GEOID03.
 FR0636
 FR0636.The dynamic height is computed by dividing the NAVD 88
 FR0636.geopotential number by the normal gravity value computed on the
 FR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0636.degrees latitude (g = 980.6199 gals.).
 FR0636
 FR0636.The modeled gravity was interpolated from observed gravity values.
 FR0636
 FR0636;                    North         East    Units  Estimated Accuracy
 FR0636;SPC AZ W     -   528,920.      215,950.      MT  (+/- 180 meters Scaled)
 FR0636
 FR0636                          SUPERSEDED SURVEY CONTROL
 FR0636
 FR0636  NGVD 29 (??/??/92)  920.740  (m)         3020.79   (f) ADJ UNCH    2 0
 FR0636
 FR0636.Superseded values are not recommended for survey control.
 FR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0636.See file dsdata.txt to determine how the superseded data were derived.
 FR0636
 FR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STE539617(NAD 83)
 FR0636_MARKER: DB = BENCH MARK DISK
 FR0636_SETTING: 80 = SET IN A BOULDER
 FR0636_SP_SET: BOULDER
 FR0636_STAMPING: Z 96 1935
 FR0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0636+STABILITY: SURFACE MOTION
 FR0636
 FR0636  HISTORY     - Date     Condition        Report By
 FR0636  HISTORY     - 1935     MONUMENTED       CGS
 FR0636  HISTORY     - 1968     MARK NOT FOUND   USGS
 FR0636
 FR0636                          STATION DESCRIPTION
 FR0636
 FR0636'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FR0636'26.9 MI NW FROM PEACH SPRINGS.
 FR0636'26.9 MILES NORTHWEST ALONG A ROAD FROM PEACH SPRINGS, MOHAVE COUNTY,
 FR0636'THENCE ABOUT 8.1 MILES NORTH ALONG THE INDIAN GARDEN AND COLORADO
 FR0636'RIVER ROAD AND TRAIL, ABOUT 2.3 MILES NORTHEAST ALONG A PACK TRAIL
 FR0636'FROM THE RIM OF MUTTIWITTI CANYON, AT THE BOTTOM OF THE CANYON, ABOUT
 FR0636'200 YARDS SOUTHEAST OF A LARGE DRY WASH, 6 FEET NORTH OF THE CENTER
 FR0636'LINE OF THE PACK TRAIL, AND IN THE TOP OF A SMALL BOULDER.  A STANDARD
 FR0636'DISK, STAMPED Z 96 1935.  NOTE-- THE PACK TRAIL FROM THE RIM OF THIS
 FR0636'CANYON IS THE ONLY ENTRANCE INTO INDIAN GARDEN AND IT IS THE ONLY
 FR0636'TRAIL LEADING INTO THE CANYON.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0101 ***********************************************************************
 ET0101  DESIGNATION -  Z 97
 ET0101  PID         -  ET0101
 ET0101  STATE/COUNTY-  AZ/YAVAPAI
 ET0101  USGS QUAD   -  HELL POINT (1979)
 ET0101
 ET0101                         *CURRENT SURVEY CONTROL
 ET0101  ___________________________________________________________________
 ET0101* NAD 83(1986)-  34 58 03.     (N)    112 17 22.     (W)     SCALED    
 ET0101* NAVD 88     -      1330.80   (+/-2cm)    4366.1    (feet)  VERTCON   
 ET0101  ___________________________________________________________________
 ET0101  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 ET0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 ET0101
 ET0101.The horizontal coordinates were scaled from a topographic map and have
 ET0101.an estimated accuracy of +/- 6 seconds.
 ET0101
 ET0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 ET0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ET0101.The vertical order pertains to the NGVD 29 superseded value.
 ET0101
 ET0101.The geoid height was determined by GEOID03.
 ET0101
 ET0101;                    North         East    Units  Estimated Accuracy
 ET0101;SPC AZ C     -   440,030.      179,320.      MT  (+/- 180 meters Scaled)
 ET0101
 ET0101                          SUPERSEDED SURVEY CONTROL
 ET0101
 ET0101  NGVD 29 (??/??/92) 1330.026  (m)         4363.59   (f) ADJ UNCH    2 0
 ET0101
 ET0101.Superseded values are not recommended for survey control.
 ET0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0101.See file dsdata.txt to determine how the superseded data were derived.
 ET0101
 ET0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD822701(NAD 83)
 ET0101_MARKER: DB = BENCH MARK DISK
 ET0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ET0101_STAMPING: Z 97 1935
 ET0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0101+STABILITY: SURFACE MOTION
 ET0101
 ET0101  HISTORY     - Date     Condition        Report By
 ET0101  HISTORY     - 1935     MONUMENTED       CGS
 ET0101  HISTORY     - 1974     GOOD             USGS
 ET0101
 ET0101                          STATION DESCRIPTION
 ET0101
 ET0101'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 ET0101'5.9 MI SE FROM DRAKE.
 ET0101'ABOUT 5.9 MI. NORTH AND EAST ALONG THE AT AND SF R R. FROM THE GRX AT
 ET0101'DRAKE, YAVAPAI COUNTY, ABOUT 180 EAST OF A WASH, 290 FT. NORTHEAST OF
 ET0101'A BRIDGE, AND 28 FT. WEST OF A TRACK ROAD.  A STANDARD DISK, STAMPED Z
 ET0101'97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 FR0181 ***********************************************************************
 FR0181  DESIGNATION -  Z 98
 FR0181  PID         -  FR0181
 FR0181  STATE/COUNTY-  AZ/COCONINO
 FR0181  USGS QUAD   -  WILLIAMS SOUTH (1989)
 FR0181
 FR0181                         *CURRENT SURVEY CONTROL
 FR0181  ___________________________________________________________________
 FR0181* NAD 83(1986)-  35 14 08.     (N)    112 10 51.     (W)     SCALED    
 FR0181* NAVD 88     -      2124.544  (meters)    6970.27   (feet)  ADJUSTED  
 FR0181  ___________________________________________________________________
 FR0181  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 FR0181  DYNAMIC HT  -        2121.554 (meters)    6960.47  (feet)  COMP
 FR0181  MODELED GRAV-     979,149.5   (mgal)                       NAVD 88
 FR0181
 FR0181  VERT ORDER  -  FIRST     CLASS II
 FR0181
 FR0181.The horizontal coordinates were scaled from a topographic map and have
 FR0181.an estimated accuracy of +/- 6 seconds.
 FR0181
 FR0181.The orthometric height was determined by differential leveling
 FR0181.and adjusted in June 1991.
 FR0181
 FR0181.The geoid height was determined by GEOID03.
 FR0181
 FR0181.The dynamic height is computed by dividing the NAVD 88
 FR0181.geopotential number by the normal gravity value computed on the
 FR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FR0181.degrees latitude (g = 980.6199 gals.).
 FR0181
 FR0181.The modeled gravity was interpolated from observed gravity values.
 FR0181
 FR0181;                    North         East    Units  Estimated Accuracy
 FR0181;SPC AZ C     -   469,740.      189,320.      MT  (+/- 180 meters Scaled)
 FR0181
 FR0181                          SUPERSEDED SURVEY CONTROL
 FR0181
 FR0181  NGVD 29 (??/??/92) 2123.551  (m)         6967.02   (f) ADJ UNCH    1 2
 FR0181
 FR0181.Superseded values are not recommended for survey control.
 FR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FR0181.See file dsdata.txt to determine how the superseded data were derived.
 FR0181
 FR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUD925998(NAD 83)
 FR0181_MARKER: DB = BENCH MARK DISK
 FR0181_SETTING: 80 = SET IN A BOULDER
 FR0181_SP_SET: BOULDER
 FR0181_STAMPING: Z 98 1935
 FR0181_MARK LOGO: CGS   
 FR0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FR0181+STABILITY: SURFACE MOTION
 FR0181
 FR0181  HISTORY     - Date     Condition        Report By
 FR0181  HISTORY     - 1935     MONUMENTED       CGS
 FR0181  HISTORY     - 1962     GOOD             USGS
 FR0181  HISTORY     - 1982     GOOD             NGS
 FR0181
 FR0181                          STATION DESCRIPTION
 FR0181
 FR0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FR0181'1.3 MI S FROM WILLIAMS.
 FR0181'1.3 MILES SOUTH ALONG THE PERKINSVILLE ROAD FROM THE ATCHISON, TOPEKA
 FR0181'AND SANTA FE RAILWAY STATION AT WILLIAMS, COCONINO COUNTY, OPPOSITE A
 FR0181'CURVE, AT A 30-INCH GALVANIZED METAL PIPE CULVERT, ABOUT 63 FEET EAST
 FR0181'OF THE CENTER LINE OF THE ROAD, ABOUT 30 FEET SOUTH OF A SMALL GRAVEL
 FR0181'PIT, IN THE TOP OF A SMALL BOULDER AND ABOUT 7 FEET HIGHER THAN THE
 FR0181'ROADWAY.  A STANDARD DISK, STAMPED Z 98 1935.  NOTE-  ROAD HAS BEEN
 FR0181'REALIGNED.  MARK IS NOW 150 FEET EAST OF THE CENTERLINE OF THE NEW
 FR0181'ALIGNMENT.
 FR0181
 FR0181                          STATION RECOVERY (1962)
 FR0181
 FR0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FR0181'RECOVERED IN GOOD CONDITION.
 FR0181
 FR0181                          STATION RECOVERY (1982)
 FR0181
 FR0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FR0181'2.2 KM (1.4 MI) SOUTHEAST ALONG 4-TH STREET FROM THE ATCHISON, TOPEKA,
 FR0181'AND SANTA FE RAILROAD STATION IN WILLIAMS, AT A LOOP PULLOUT AREA
 FR0181'WHICH IS ALIGNMENT OF THE OLD HIGHWAY, IN TOP OF 4 BY 5 FOOT BOULDER
 FR0181'PROJECTING 1 FOOT ABOVE THE GROUND AND 10 FEET ABOVE THE OLD ROAD
 FR0181'GRADE, ON THE NORTH SLOPE OF THE OLD HIGHWAY CUT AND SOUTH OF A
 FR0181'DRAINAGE DITCH, 45.7 METERS (150 FT) EAST OF THE CENTERLINE OF
 FR0181'PERKNSVILLE ROAD, 22.5 METERS (74 FT) EAST OF THE CENTERLINE OF THE
 FR0181'OLD ROAD, 9.1 METERS (30 FT) NORTHEAST OF A LARGE BOULDER PROJECTING 5
 FR0181'FEET, 2.4 METERS (8 FT) WEST OF A 12-INCH PINE TREE.
 FR0181'NOTE--PERKNSVILLE ROAD FOLLOWS CATARACT CREEK SOUTHEAST ALONG THE EAST
 FR0181'EDGE OF THE SANTA FE RESERVIOR, THE DISK IS SLANTING THE HIGH POINT IS
 FR0181'OVER I IN IMPRISONMENT.
 FR0181'THE MARK IS 3 M ABOVE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ES1057 ***********************************************************************
 ES1057  DESIGNATION -  ZENIFF
 ES1057  PID         -  ES1057
 ES1057  STATE/COUNTY-  AZ/NAVAJO
 ES1057  USGS QUAD   -  DRY LAKE NW (1971)
 ES1057
 ES1057                         *CURRENT SURVEY CONTROL
 ES1057  ___________________________________________________________________
 ES1057* NAD 83(1992)-  34 41 13.24368(N)    110 28 16.23378(W)     ADJUSTED  
 ES1057* NAVD 88     -      1869.1    (meters)    6132.     (feet)  VERTCON   
 ES1057  ___________________________________________________________________
 ES1057  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ES1057  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ES1057  HORZ ORDER  -  FIRST
 ES1057
 ES1057.The horizontal coordinates were established by classical geodetic methods
 ES1057.and adjusted by the National Geodetic Survey in August 1993.
 ES1057
 ES1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 ES1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ES1057
 ES1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 ES1057
 ES1057.The geoid height was determined by GEOID03.
 ES1057
 ES1057;                    North         East     Units Scale Factor Converg.
 ES1057;SPC AZ E     -   408,897.724   185,459.206   MT  0.99990959   -0 10 23.9
 ES1057;SPC AZ E     - 1,341,527.97    608,461.96   iFT  0.99990959   -0 10 23.9
 ES1057;UTM  12      - 3,838,462.013   548,439.331   MT  0.99962892   +0 18 03.4
 ES1057
 ES1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ES1057!SPC AZ E     -   0.99971049  x   0.99990959  =   0.99962011
 ES1057!UTM  12      -   0.99971049  x   0.99962892  =   0.99933952
 ES1057
 ES1057|---------------------------------------------------------------------|
 ES1057| PID    Reference Object                     Distance      Geod. Az  |
 ES1057|                                                           dddmmss.s |
 ES1057| CD3880 ZENIFF RM 1                          24.857 METERS 15250     |
 ES1057| ES0938 SCOTT                               APPROX.16.6 KM 1631936.2 |
 ES1057| CD3881 ZENIFF RM 2                          23.837 METERS 24114     |
 ES1057| CD3879 ZENIFF AZ MK                                       2823310.3 |
 ES1057| FQ0747 WINSLOW AT SF RR PWRHSE STACK       APPROX.42.3 KM 3311540.0 |
 ES1057|---------------------------------------------------------------------|
 ES1057
 ES1057                          SUPERSEDED SURVEY CONTROL
 ES1057
 ES1057  NAD 83(1986)-  34 41 13.23656(N)    110 28 16.24015(W) AD(       ) 1
 ES1057  NAD 27      -  34 41 13.13000(N)    110 28 13.78300(W) AD(       ) 1
 ES1057  NGVD 29 (08/03/87) 1868.2    (m)         6129.     (f) VERT ANG    3  
 ES1057
 ES1057.Superseded values are not recommended for survey control.
 ES1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ES1057.See file dsdata.txt to determine how the superseded data were derived.
 ES1057
 ES1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWD4843938462(NAD 83)
 ES1057_MARKER: DS = TRIANGULATION STATION DISK
 ES1057_SETTING: 66 = SET IN ROCK OUTCROP
 ES1057_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ES1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ES1057+STABILITY: POSITION/ELEVATION WELL
 ES1057
 ES1057  HISTORY     - Date     Condition        Report By
 ES1057  HISTORY     - 1936     MONUMENTED       CGS
 ES1057  HISTORY     - 1941     GOOD             CGS
 ES1057  HISTORY     - 1967     GOOD             AZHD
 ES1057  HISTORY     - 1972     GOOD             AZHD
 ES1057  HISTORY     - 19720614 GOOD             AZHD
 ES1057  HISTORY     - 1978     GOOD             NGS
 ES1057  HISTORY     - 1983     GOOD             AZDT
 ES1057
 ES1057                          STATION DESCRIPTION
 ES1057
 ES1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ES1057'STATION IS ABOUT 23 MILES SOUTHWEST OF HOLBROOK, ABOUT 19 MILES
 ES1057'NORTH-NORTHEAST OF HEBER, ABOUT 7 MILES WEST OF THE HOLBROOK-HEBER
 ES1057'ROAD AT THE TOP OF THE LOW PASS, ON A LOW ROCKY RIDGE AT THE
 ES1057'WEST END OF A TIMBERED MESA AND ABOUT 50 YARDS SOUTH OF THE NORTH
 ES1057'END OF THE RIDGE.  THE STATION IS ON THE HIGHEST POINT IN THE
 ES1057'VICINITY.  ALL MARKS ARE SET IN ROCK OUTCROPS FLUSH WITH THE
 ES1057'GROUND.  THE AZIMUTH MARK IS ABOUT 400 YARDS WEST BY NORTH OF
 ES1057'THE STATION, ABOUT 30 YARDS EAST OF THE BRAKE ON THE EAST SIDE
 ES1057'OF A LOW NORTH BY SOUTH RIDGE, AND ABOUT 40 YARDS NORTH OF THE
 ES1057'SOUTH END OF THE BRAKE ON THE RIDGE.  (A 10-FOOT TOWER IS
 ES1057'REQUIRED AT STATION.)
 ES1057'
 ES1057'TO REACH FROM HOLBROOK GO SOUTH ON STATE HIGHWAY 77 FROM DEPOT,
 ES1057'AT 0.7 MILE JUNCTION WITH U.S. HIGHWAY 260, CONTINUE SOUTH ON
 ES1057'HIGHWAY 77, AT 2.9 MILES, TURN RIGHT ON HEBER ROAD, LEAVING HIGHWAY
 ES1057'77, AT 10.6 MILES STATION M 37 ON RIGHT SIDE OF ROAD, AT 20.2
 ES1057'MILES STONE CULVERT AT BOTTOM OF BROAD LOW VALLEY IMMEDIATELY
 ES1057'WEST OF LOW PASS, AT 20.3 MILES TURN RIGHT AND GO WESTERLY ON
 ES1057'TRACK ROAD ALONG TOP OF MESA, AT 22.5 MILES CROSS ROAD,
 ES1057'CONTINUE STRAIGHT, AT 22.7 MILES TAKE RIGHT FORK, AT 25.5 MILES
 ES1057'TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD, AT 25.8 MILES
 ES1057'DIRT TANK ON RIGHT, AT SOUTHWEST CORNER OF FENCE TURN AND GO
 ES1057'NORTHWEST TO GATE IN NORTH-SOUTH FENCE LINE, AT 25.9 MILES GATE
 ES1057'IN NORTH-SOUTH FENCE.  PASS THROUGH GATE AND GO NORTHWEST
 ES1057'ACROSS COUNTRY (OR ALONG TRACKS MADE BY TRIANGULATION PARTY)
 ES1057'TO TOP OF FLATS.  GO WEST BY NORTH THROUGH BRUSH, KEEPING TO
 ES1057'HIGHER GROUND, AT 27.4 MILES SANDY AREA ALONG OLD TRACKS,
 ES1057'BEAR TO NORTHWEST FOR REMAINDER OF DISTANCE, AT 27.7 MILES
 ES1057'STATION ON WEST RIM OF MESA.
 ES1057'
 ES1057'SURFACE, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 ES1057'THERE IS NO UNDERGROUND MARK.
 ES1057
 ES1057                          STATION RECOVERY (1941)
 ES1057
 ES1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EBP)
 ES1057'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  NO ADDITIONAL
 ES1057'DESCRIPTION IS NECESSARY.
 ES1057
 ES1057                          STATION RECOVERY (1967)
 ES1057
 ES1057'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1967 (KFB)
 ES1057'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 ES1057'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 ES1057'
 ES1057'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HOLBROOK, GO SOUTH
 ES1057'ON STATE HIGHWAY 77 FOR 2.5 MILES.  TURN RIGHT OFF STATE HIGHWAY 77
 ES1057'ONTO A PAVED ROAD LEADING TO HEBER AND GO SOUTH FOR 12.8 MILES.
 ES1057'TURN RIGHT OFF THE PAVED ROAD AND GO WESTERLY ON THE GRAVELED
 ES1057'ROAD FOR 5.3 MILES.  TAKE THE SIDE ROAD, RIGHT AS PER SIGN,
 ES1057'HUTCHERSONS RANCH 20 MILES AND GO WESTERLY FOR 5.5 MILES TO A
 ES1057'CATTLE GUARD AND A SIDE ROAD, RIGHT.  TURN RIGHT OFF THE MAIN
 ES1057'ROAD AND GO WESTERLY ON THE TRACK ROAD FOR 0.3 MILE.  TAKE THE
 ES1057'LEFT FORK AND CONTINUE WESTERLY FOR 1.3 MILES TO A WIRE GATE.
 ES1057'PASS THROUGH THE GATE AND CONTINUE WESTERLY FOR 0.25 MILE.
 ES1057'TAKE THE LEFT FORK AND CONTINUE WESTERLY FOR 0.45 MILE.
 ES1057'TAKE THE RIGHT FORK AND GO NORTHWESTERLY FOR 0.15 MILE.
 ES1057'TURN LEFT OFF THE TRACK ROAD AND GO WEST-NORTHWESTERLY FOR
 ES1057'0.1 MILE TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 ES1057
 ES1057                          STATION RECOVERY (1972)
 ES1057
 ES1057'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1057'GENERAL LOCATION AS PER DESCRIPTION.
 ES1057'
 ES1057'TO REACH AS PER DESCRIPTION.
 ES1057'
 ES1057'STATION MARK AS PER DESCRIPTION.
 ES1057'
 ES1057'REFERENCE MARKS RM NO. 1 AND 2 BOTH IN AND GOOD.
 ES1057'
 ES1057'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 ES1057
 ES1057                          STATION RECOVERY (1972)
 ES1057
 ES1057'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (EC)
 ES1057'RECOVERED IN GOOD CONDITION.
 ES1057
 ES1057                          STATION RECOVERY (1978)
 ES1057
 ES1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TT)
 ES1057'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 ES1057'CONDITION.  NO MEASUREMENTS WERE MADE AT THIS TIME AND AZIMUTH
 ES1057'MARK WAS NOT VISITED.  A NEW DESCRIPTION TO REACH THE STATION
 ES1057'FOLLOWS.
 ES1057'
 ES1057'TO REACH THE SANTA FE R.R. STATION IN HOLBROOK, GO SOUTH ON STATE
 ES1057'HWY. 77 FOR 2.50 MILES TO JUNCTION OF STATE HWY. 377, TURN RIGHT,
 ES1057'SOUTHWEST, ON HWY. 377 FOR 18.80 MILES TO MILE POST 15.20 AND
 ES1057'HUTCHINSON RD., TURN RIGHT, NORTH, FOR 0.85 MILES, THEN LEFT,
 ES1057'WEST, STAYING ON BLADED ROAD FOR 5.15 MILES TO THE SECOND CATTLE
 ES1057'GUARD, CROSS AND TAKE RIGHT FORK (N.W.) AND GO 0.35 MILE TO A Y
 ES1057'FORK, TAKE LEFT FORK (WEST) FOR 1.30 MILES TO A WIRE GATE,
 ES1057'CONTINUE FOR 0.25 MILE TO ANOTHER Y FORK, TAKE LEFT FORK AND GO
 ES1057'0.40 MILE TO A CLEARING AND A CEMENT SLAB, AT THIS POINT THE TRACK
 ES1057'ROAD CURVES TO THE RIGHT, CONTINUE ON TRACK ROAD FOR 0.20 MILE
 ES1057'THEN TAKE A 90 DEGREE TURN TO THE LEFT (WEST) FOR 0.10 MILE AND
 ES1057'THE STATION ON HIGHEST PART OF RIDGE.
 ES1057'
 ES1057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES SOUTHWEST
 ES1057'OF HOLBROOK.
 ES1057'
 ES1057'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ES1057
 ES1057                          STATION RECOVERY (1983)
 ES1057
 ES1057'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (BK)
 ES1057'THE MARKS WERE ALL RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 ES1057'A NEW ROUTE TO THE STATION FOLLOWS.
 ES1057'
 ES1057'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK TRAVEL WEST ON
 ES1057'HOPI DRIVE FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN LEFT AND TRAVEL
 ES1057'SOUTH ALONG STATE ROUTE 77 FOR 2.55 MILES TO THE JUNCTION OF STATE
 ES1057'ROUTE 377.  TURN RIGHT AND TRAVEL SOUTHWEST FOR 18.7 MILES TO A BLADED
 ES1057'ROAD ON THE RIGHT WHICH FOLLOWS A GAS LINE.  TURN RIGHT CROSSING A
 ES1057'CATTLE GUARD AND PROCEED 0.85 MILE TO A SHARP LEFT TURN IN THE ROAD,
 ES1057'BEAR LEFT ALONG MAIN ROAD AND TRAVEL 5.15 MILES TO A CATTLE GUARD,
 ES1057'CROSS CATTLE GUARD AND TAKE THE RIGHT FORK NORTH FOR 1.05 MILES TO A
 ES1057'GATE,  CONTINUE AHEAD FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 ES1057'0.15 MILE TO A GATE,  PASS THROUGH GATE AND CONTINUE AHEAD FOR ABOUT
 ES1057'50 FEET TO A VERY DIM TRACK ROAD ON THE LEFT.  TURN LEFT ON TRACKS
 ES1057'WHICH FOLLOW CLOSE TO FENCELINE FOR 0.45 MILE TO TOP OF RIDGE, BEAR
 ES1057'RIGHT FOR ABOUT 75 YARDS TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 GP0639 ***********************************************************************
 GP0639  DESIGNATION -  ZIBI DUSH RESET
 GP0639  PID         -  GP0639
 GP0639  STATE/COUNTY-  AZ/NAVAJO
 GP0639  USGS QUAD   -  BIG MOUNTAIN DAM (1967)
 GP0639
 GP0639                         *CURRENT SURVEY CONTROL
 GP0639  ___________________________________________________________________
 GP0639* NAD 83(1992)-  36 13 03.68132(N)    110 29 19.04704(W)     ADJUSTED  
 GP0639* NAVD 88     -      2170.4    (meters)    7121.     (feet)  VERTCON   
 GP0639  ___________________________________________________________________
 GP0639  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 GP0639  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 GP0639  HORZ ORDER  -  FIRST
 GP0639
 GP0639.The horizontal coordinates were established by classical geodetic methods
 GP0639.and adjusted by the National Geodetic Survey in August 1993.
 GP0639
 GP0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GP0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GP0639
 GP0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GP0639
 GP0639.The geoid height was determined by GEOID03.
 GP0639
 GP0639;                    North         East     Units Scale Factor Converg.
 GP0639;SPC AZ E     -   578,713.549   184,413.962   MT  0.99991032   -0 11 24.8
 GP0639;SPC AZ E     - 1,898,666.50    605,032.68   iFT  0.99991032   -0 11 24.8
 GP0639;UTM  12      - 4,008,215.006   545,962.273   MT  0.99962603   +0 18 07.8
 GP0639
 GP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GP0639!SPC AZ E     -   0.99966278  x   0.99991032  =   0.99957313
 GP0639!UTM  12      -   0.99966278  x   0.99962603  =   0.99928893
 GP0639
 GP0639:                Primary Azimuth Mark                     Grid Az
 GP0639:SPC AZ E     -  ZIBI DUSH AZ MK                          085 22 26.2
 GP0639:UTM  12      -  ZIBI DUSH AZ MK                          084 52 53.6
 GP0639
 GP0639|---------------------------------------------------------------------|
 GP0639| PID    Reference Object                     Distance      Geod. Az  |
 GP0639|                                                           dddmmss.s |
 GP0639| CD4160 ZIBI DUSH AZ MK                                    0851101.4 |
 GP0639| CD4161 ZIBI DUSH RM 1                        9.900 METERS 19549     |
 GP0639| CD4162 ZIBI DUSH RM 2                        6.669 METERS 32325     |
 GP0639| GP0632 COAL MINE                           APPROX.36.4 KM 3591500.2 |
 GP0639|---------------------------------------------------------------------|
 GP0639
 GP0639                          SUPERSEDED SURVEY CONTROL
 GP0639
 GP0639  NAD 83(1986)-  36 13 03.68267(N)    110 29 19.04433(W) AD(       ) 1
 GP0639  NAD 27      -  36 13 03.69500(N)    110 29 16.54900(W) AD(       ) 1
 GP0639  NGVD 29 (07/19/86) 2169.4    (m)         7117.     (f) VERT ANG    3  
 GP0639
 GP0639.Superseded values are not recommended for survey control.
 GP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0639.See file dsdata.txt to determine how the superseded data were derived.
 GP0639
 GP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF4596208215(NAD 83)
 GP0639_MARKER: DD = SURVEY DISK
 GP0639_SETTING: 66 = SET IN ROCK OUTCROP
 GP0639
 GP0639  HISTORY     - Date     Condition        Report By
 GP0639  HISTORY     - 1970     MONUMENTED       USGS
 GP0639
 GP0639                          STATION DESCRIPTION
 GP0639
 GP0639'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GP0639'INSTRUMENT STAND 5.7 FT ABOVE STATION MARK.
 GP0639'
 GP0639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 464 AND
 GP0639'64 WHICH IS 1 MILE SOTH OF KAYENTA, GO SOUTHWESTERLY ON STATE
 GP0639'HIGHWAY 64 FOR 18.9 MILES.  TURN LEFT OFF THE HIGHWAY AND GO
 GP0639'EAST ON A DIRT SIDE ROAD FOR 1.8 MILES TO THE TOP OF THE RIDGE
 GP0639'AND A RADIO MAST ON THE LEFT.  CONTINUE EASTERLY ON THE *M.T.R.
 GP0639'FOR 4.2 MILES.  TAKE THE RIGHT FORK AND GO SOUTHEASTERLY FOR 2.8
 GP0639'MILES.  TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON THE
 GP0639'M.T.R.  FOR 2.7 MILE.  TAKE THE RIGHT FORK AND GO SOUTHERLY
 GP0639'FOR 0.6 MILE.  TAKE THE LEFT FORK AND GO SOUTHERLY ON THE
 GP0639'M.T.R. FOR 4.9 MILES, PASSING THROUGH A DEEP WASH AND
 GP0639'UPHILL TO THE TOP OF THE RIDGE AND A WINDMILL ON THE RIGHT.
 GP0639'CONTINUE SOUTH ON THE M.T.R.  FOR 2.7 MILES.  TAKE THE LEFT FORK
 GP0639'AND GO SOUTHERLY FOR 1.8 MILES.  TAKE THE RIGHT FORK AND GO
 GP0639'SOUTHERLY ON THE M.T.R. FOR 0.5 MILE.  TAKE THE RIGHT FORK,
 GP0639'STRAIGHT AHEAD, SOUTHERLY FOR 0.7 MILE.  TAKE THE LEFT FORK
 GP0639'AT THE EARTHEN DAM AND CONTINUE STRAIGHT AHEAD, SOUTHERLY
 GP0639'FOR 0.4 MILE TO A FORK, JUST AFTER PASSING OVER A SMALL BRIDGE.
 GP0639'TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 2.8 MILES.
 GP0639'TAKE THE RIGHT FORK AND GO WESTERLY FOR 0.9 MILE.   THE
 GP0639'LEFT FORK AN GO SOUTHERLY FOR 1.8 MILES.  TAKE THE LEFT FORK
 GP0639'AND GO SOUTHERLY FOR 1.6 MILES.  TAKE THE LEFT FORK AND GO
 GP0639'SOUTHERLY FOR 0.5 MILE.  TAKE THE LEFT FORK AND GO SOUTHERLY
 GP0639'FOR 1.0 MILE.  TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 0.3 MILE
 GP0639'TO THE SECOND SIDE ROAD, RIGHT.  TURN RIGHT OFF THE MAIN ROAD
 GP0639'ONTO THE TRACK ROAD AND GO WESTERLY UP THE GRASSY VALLEY FOR
 GP0639'0.1 MILE.  KEEP STRAIGHT AHEAD AT THE CROSS ROAD AND CONTINUE
 GP0639'WESTERLY FOR 0.3 MILE TO THE SOUTHEAST CORNER OF A FENCE.
 GP0639'CONTINUE WESTERLY FOR 0.5 MILE.  CONTINUE WESTERLY AT THE CROSS
 GP0639'ROAD FOR 0.9 MILE.  TAKE THE FAINT LEFT FORK AND GO WESTERLY
 GP0639'UP THE VALLEY, WHICH LATER BECOMES SANDY, FOR 0.6 MILE TO THE
 GP0639'END OF THE ROAD IN A NARROW WASH.  PACK SOUTHERLY UP THE
 GP0639'WASH, THEN UP THE RIGHT SIDE OF THE WASH TO THE TOP OF THE
 GP0639'SHELF, FROM HERE, YOU CAN SEE THE STATION RIDGE TO THE SOUTH
 GP0639'WHICH IS THE HIGHEST IN THE AREA.  PACK SOUTHERLY FOR ABOUT
 GP0639'0.6 MILE TO THE HIGHEST POINT AND THE STATION.  PACKING TIME
 GP0639'ON A HOT DAY IS AN HOUR.
 GP0639'
 GP0639'REFERENCE MARK NO. 1 AND NO. 2 FOUND IN GOOD CONDITION.  STATION
 GP0639'MARK TABLET WAS DESTROYED.  NEW TABLET SET IN 1970.
 GP0639'
 GP0639'STATION MARK--USGS ALUMINUM TABLET STAMPED ZIBI DUSH 1951 1970 SET
 GP0639'IN A DRILL HOLE IN THE ROCK OUTCROP.
 GP0639'
 GP0639'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ET0966 ***********************************************************************
 ET0966  HT_MOD      -  This is a Height Modernization Survey Station.
 ET0966  DESIGNATION -  ZIGER
 ET0966  PID         -  ET0966
 ET0966  STATE/COUNTY-  AZ/YAVAPAI
 ET0966  USGS QUAD   -  CONGRESS (1969)
 ET0966
 ET0966                         *CURRENT SURVEY CONTROL
 ET0966  ___________________________________________________________________
 ET0966* NAD 83(2007)-  34 11 53.53529(N)    112 48 34.71483(W)     ADJUSTED  
 ET0966* NAVD 88     -      1030.99   (meters)    3382.5    (feet)  GPS OBS   
 ET0966  ___________________________________________________________________
 ET0966  EPOCH DATE  -        2007.00
 ET0966  X           -  -2,047,584.406 (meters)                     COMP
 ET0966  Y           -  -4,868,716.891 (meters)                     COMP
 ET0966  Z           -   3,565,215.554 (meters)                     COMP
 ET0966  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 ET0966  ELLIP HEIGHT-        1002.331 (meters)          (02/10/07) ADJUSTED
 ET0966  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ET0966
 ET0966  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ET0966  Type    PID    Designation                      North   East  Ellip
 ET0966  -------------------------------------------------------------------
 ET0966  NETWORK ET0966 ZIGER                             0.35   0.31   0.88
 ET0966  -------------------------------------------------------------------
 ET0966
 ET0966.The horizontal coordinates were established by GPS observations
 ET0966.and adjusted by the National Geodetic Survey in February 2007.
 ET0966
 ET0966.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ET0966.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ET0966.The horizontal coordinates are valid at the epoch date displayed above.
 ET0966.The epoch date for horizontal control is a decimal equivalence
 ET0966.of Year/Month/Day.
 ET0966
 ET0966.The orthometric height was determined by GPS observations and a
 ET0966.high-resolution geoid model.
 ET0966.The orthometric height was determined by GPS observations and a
 ET0966.high-resolution geoid model using precise GPS observation and
 ET0966.processing techniques.
 ET0966
 ET0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ET0966
 ET0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 ET0966
 ET0966.The ellipsoidal height was determined by GPS observations
 ET0966.and is referenced to NAD 83.
 ET0966
 ET0966.The geoid height was determined by GEOID03.
 ET0966
 ET0966;                    North         East     Units Scale Factor Converg.
 ET0966;SPC AZ C     -   354,997.774   131,061.666   MT  0.99998346   -0 30 07.0
 ET0966;SPC AZ C     - 1,164,690.86    429,992.34   iFT  0.99998346   -0 30 07.0
 ET0966;UTM  12      - 3,785,613.098   333,262.242   MT  0.99994271   -1 01 02.5
 ET0966
 ET0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ET0966!SPC AZ C     -   0.99984268  x   0.99998346  =   0.99982614
 ET0966!UTM  12      -   0.99984268  x   0.99994271  =   0.99978540
 ET0966
 ET0966|---------------------------------------------------------------------|
 ET0966| PID    Reference Object                     Distance      Geod. Az  |
 ET0966|                                                           dddmmss.s |
 ET0966| CH4641 ZIGER RM 1                           12.435 METERS 04043     |
 ET0966| ET0965 TANK                                APPROX. 4.4 KM 0862747.5 |
 ET0966| CH4642 ZIGER RM 2                           12.934 METERS 21853     |
 ET0966|---------------------------------------------------------------------|
 ET0966
 ET0966                          SUPERSEDED SURVEY CONTROL
 ET0966
 ET0966  NAD 83(1992)-  34 11 53.53473(N)    112 48 34.71449(W) AD(       ) A
 ET0966  ELLIP H (09/30/99) 1002.335  (m)                       GP(       ) 3 1
 ET0966  NAD 83(1992)-  34 11 53.53330(N)    112 48 34.71873(W) AD(       ) 2
 ET0966  NAD 83(1986)-  34 11 53.53208(N)    112 48 34.72167(W) AD(       ) 2
 ET0966  NAD 27      -  34 11 53.43708(N)    112 48 32.06574(W) AD(       ) 2
 ET0966  NGVD 29 (07/19/86) 1030.3    (m)         3380.     (f) VERT ANG    3  
 ET0966
 ET0966.Superseded values are not recommended for survey control.
 ET0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ET0966.See file dsdata.txt to determine how the superseded data were derived.
 ET0966
 ET0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUC3326285613(NAD 83)
 ET0966_MARKER: DD = SURVEY DISK
 ET0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ET0966_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ET0966_STAMPING: ZIGER 1980
 ET0966_MARK LOGO: AZDT  
 ET0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 ET0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ET0966+STABILITY: SURFACE MOTION
 ET0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ET0966+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 ET0966
 ET0966  HISTORY     - Date     Condition        Report By
 ET0966  HISTORY     - 1980     MONUMENTED       AZDT
 ET0966  HISTORY     - 19990112 GOOD             AZ-025
 ET0966  HISTORY     - 20000401 GOOD             MCDOT
 ET0966
 ET0966                          STATION DESCRIPTION
 ET0966
 ET0966'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1980 (GH)
 ET0966'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF YARNELL, 4.5 MILES NORTH
 ET0966'WEST OF STANTON ALONG U.S. HIGHWAY 89.
 ET0966'
 ET0966'THE STATION MARK IS AN ADOT DISK STAMPED ZIGER 1980.  IT IS SET IN A
 ET0966'DRILL HOLE IN A BOULDER.  3.5 FEET WEST OF THE WITNESS POST.
 ET0966'
 ET0966'REFERENCE MARK 1 IS AN ADOT DISK STAMPED ZIGER RM 1 1980.  IT IS SET
 ET0966'IN A DRILL HOLE IN A BOULDER.
 ET0966'
 ET0966'REFERENCE MARK 2 IS AN ADOT DISK STAMPED ZIGER RM 2 1980.  IT IS SET
 ET0966'IN A DRILL HOLE IN A BOULDER.
 ET0966'
 ET0966'TO REACH THE STATION FROM THE POST OFFICE IN YARNELL TRAVEL SOUTH ON
 ET0966'US HIGHWAY 89 FOR 5.95 MILES TO A HIGHWAY CUT AND THE STATION ON THE
 ET0966'LEFT ABOUT 95.5 FEET EAST OF THE CENTERLINE.
 ET0966
 ET0966                          STATION RECOVERY (1999)
 ET0966
 ET0966'RECOVERY NOTE BY YAVAPAI COUNTY ARIZONA 1999 (WRA)
 ET0966'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF YARNELL, 3.4
 ET0966'MI (5.5 KM) NORTHEAST OF CONGRESS, ON THE EAST SIDE OF U.S. HIGHWAY
 ET0966'89.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 ET0966'POST OFFICE IN YARNELL, GO SOUTHWEST FOR 5.95 MI (9.58 KM) ON U.S.
 ET0966'HIGHWAY 89 TO MILEPOST 271.25, A HIGHWAY CUT AND THE STATION ON LEFT.
 ET0966'THE STATION PROJECTS 13 CM ABOVE GROUND.  LOCATED ABOUT 96 FT (29.3 M)
 ET0966'EAST FROM THE CENTERLINE OF HIGHWAY, ABOUT 20 FT (6.1 M) EAST FROM THE
 ET0966'TOP EDGE OF HIGHWAY CUT AND 3.5 FT (1.1 M) WEST FROM A WITNESS POST IN
 ET0966'FENCE LINE.  NOTE--THE DATA BASE DESCRIPTION ERRONEOUSLY INDICATES
 ET0966'THAT THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 ARE SET IN
 ET0966'DRILL HOLES IN BOULDERS.  ALL MONUMENTS ARE SET IN THE TOP OF 10-INCH
 ET0966'ROUND CONCRETE MONUMENTS.
 ET0966
 ET0966                          STATION RECOVERY (2000)
 ET0966
 ET0966'RECOVERY NOTE BY MARICOPA CO DOT 2000 (JJR)
 ET0966'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DU2021 ***********************************************************************
 DU2021  DESIGNATION -  ZIMM
 DU2021  PID         -  DU2021
 DU2021  STATE/COUNTY-  AZ/GILA
 DU2021  USGS QUAD   -  AZTEC PEAK (1986)
 DU2021
 DU2021                         *CURRENT SURVEY CONTROL
 DU2021  ___________________________________________________________________
 DU2021* NAD 83(1992)-  33 45 50.52845(N)    110 56 04.31925(W)     ADJUSTED  
 DU2021* NAVD 88     -      2094.4    (meters)    6871.     (feet)  VERTCON   
 DU2021  ___________________________________________________________________
 DU2021  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 DU2021  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DU2021  HORZ ORDER  -  FIRST
 DU2021
 DU2021.The horizontal coordinates were established by classical geodetic methods
 DU2021.and adjusted by the National Geodetic Survey in August 1993.
 DU2021
 DU2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DU2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DU2021
 DU2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DU2021
 DU2021.The geoid height was determined by GEOID03.
 DU2021
 DU2021;                    North         East     Units Scale Factor Converg.
 DU2021;SPC AZ E     -   306,748.149   142,231.567   MT  0.99996235   -0 25 36.4
 DU2021;SPC AZ E     - 1,006,391.56    466,639.00   iFT  0.99996235   -0 25 36.4
 DU2021;UTM  12      - 3,735,995.149   506,062.390   MT  0.99960045   +0 02 11.0
 DU2021
 DU2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DU2021!SPC AZ E     -   0.99967551  x   0.99996235  =   0.99963787
 DU2021!UTM  12      -   0.99967551  x   0.99960045  =   0.99927609
 DU2021
 DU2021|---------------------------------------------------------------------|
 DU2021| PID    Reference Object                     Distance      Geod. Az  |
 DU2021|                                                           dddmmss.s |
 DU2021| CD3882 ZIMM RM 1                            14.504 METERS 01818     |
 DU2021| DU2019 AZTEC                               APPROX. 6.0 KM 0263947.2 |
 DU2021| CD3883 ZIMM RM 2                            15.629 METERS 12226     |
 DU2021|---------------------------------------------------------------------|
 DU2021
 DU2021                          SUPERSEDED SURVEY CONTROL
 DU2021
 DU2021  NAD 83(1986)-  33 45 50.52446(N)    110 56 04.32218(W) AD(       ) 1
 DU2021  NAD 27      -  33 45 50.34660(N)    110 56 01.89610(W) AD(       ) 1
 DU2021  NGVD 29 (07/19/86) 2093.7    (m)         6869.     (f) VERT ANG    3  
 DU2021
 DU2021.Superseded values are not recommended for survey control.
 DU2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DU2021.See file dsdata.txt to determine how the superseded data were derived.
 DU2021
 DU2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWC0606235995(NAD 83)
 DU2021_MARKER: DS = TRIANGULATION STATION DISK
 DU2021_SETTING: 80 = SET IN A BOULDER
 DU2021_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DU2021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DU2021
 DU2021  HISTORY     - Date     Condition        Report By
 DU2021  HISTORY     - 1947     MONUMENTED       CGS
 DU2021  HISTORY     - 1948     GOOD             USGS
 DU2021
 DU2021                          STATION DESCRIPTION
 DU2021
 DU2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 DU2021'THE STATION IS LOCATED ABOUT 12.5 MILES EAST-NORTHEAST OF ROOSEVELT
 DU2021'AND ABOUT 10.5 MILES NORTH OF THE STEEL BRIDGE ACROSS SALT
 DU2021'RIVER ON THE GLOBE TO YOUNG ROAD.  IT IS LOCATED ON WHAT IS
 DU2021'KNOWN AS ZIMMERMAN BUTTE, THE HIGHEST AND MOST PROMINENT BUTTE AT
 DU2021'THE SOUTHEAST END OF THE SIERRA ANCHA MOUNTAIN RANGE AND IS ABOUT
 DU2021'0.7 MILE EAST OF THE OLD ASBESTOS MINE WHICH IS NEAR THE HEAD OF
 DU2021'POCKET CREEK.  IT IS IN THE MIDDLE OF A FLAT-TOPPED HILL SET IN
 DU2021'A BOULDER FLUSH WITH THE GROUND SURFACE AND STAMPED--ZIMM
 DU2021'1946.
 DU2021'
 DU2021'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 DU2021'STATION, SET IN A BOULDER FLUSH WITH THE GROUND SURFACE AND
 DU2021'STAMPED--ZIMM NO 1 1946.
 DU2021'
 DU2021'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 DU2021'STATION SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND SURFACE
 DU2021'AND STAMPED--ZIMM NO 2 1946.
 DU2021'
 DU2021'TRIANGULATION STATION AZTEC 1938 WAS USED AS THE AZIMUTH.
 DU2021'
 DU2021'TO REACH FROM ROOSEVELT.  GO SOUTHEAST ON ROUTE 88 TOWARD GLOBE
 DU2021'FOR 14.5 MILES TO A REVERSE FORK, THE JUNCTION OF THE YOUNG ROAD
 DU2021'WITH ROUTE 88.  TURN SHARP LEFT AND GO 4.5 MILES TO STEEL BRIDGE
 DU2021'ACROSS SALT RIVER, CROSS BRIDGE AND CONTINUE FOR 9.1 MILES TO A
 DU2021'FORK JUST AFTER CROSSING CATTLE GUARD.  KEEP TO THE RIGHT, THE
 DU2021'MAIN TRAVELED ROAD AND CONTINUE FOR 6.8 MILES TO A SIDE ROAD
 DU2021'RIGHT AND A MAIL BOX ON LEFT.  TURN RIGHT AS PER SIGN POCKET
 DU2021'CREEK DAM 1 AND CONTINUE UP CREEK FOR 1.1 MILE TO THE END OF
 DU2021'TRUCK TRAVEL AT ROAD FORK AND BUILDING ON LEFT.  FROM THIS
 DU2021'POINT A JEEP CAN BE DRIVEN FOR AN ADDITIONAL 1.6 MILES.  FROM
 DU2021'THE END OF TRUCK TRAVEL CONTINUE ON THE OLD ROAD FOR 0.15 MILE
 DU2021'TO ANOTHER FORK.  KEEP RIGHT FORK AND CONTINUE FOR 1.4 MILE TO
 DU2021'THE REMAINS OF AN OLD BUILDING ON THE RIGHT, ABOUT 100 FEET
 DU2021'BEYOND THE OLD BUILDING THE ROAD CURVES TO THE RIGHT, LEAVE THE
 DU2021'ROAD AND CONTINUE STRAIGHT AHEAD UP THE WASH PAST THE
 DU2021'SIGN PETERSONS RANCH 6.5 MILES FOR ABOUT 100 YARDS THENCE
 DU2021'ANGLE LEFT TO THE HIGHEST POINT AND STATION SITE.
 DU2021'
 DU2021'A 30 MINUTE PACK FROM THE END OF JEEP TRAVEL.
 DU2021
 DU2021                          STATION RECOVERY (1948)
 DU2021
 DU2021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 DU2021'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0461 ***********************************************************************
 ER0461  DESIGNATION -  ZION
 ER0461  PID         -  ER0461
 ER0461  STATE/COUNTY-  AZ/APACHE
 ER0461  USGS QUAD   -  ST JOHNS NORTH (1984)
 ER0461
 ER0461                         *CURRENT SURVEY CONTROL
 ER0461  ___________________________________________________________________
 ER0461* NAD 83(2007)-  34 33 34.77892(N)    109 20 32.14513(W)     ADJUSTED  
 ER0461* NAVD 88     -      1764.6    (meters)    5789.     (feet)  GPS OBS   
 ER0461  ___________________________________________________________________
 ER0461  EPOCH DATE  -        2007.00
 ER0461  X           -  -1,742,076.260 (meters)                     COMP
 ER0461  Y           -  -4,962,850.597 (meters)                     COMP
 ER0461  Z           -   3,598,732.044 (meters)                     COMP
 ER0461  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 ER0461  ELLIP HEIGHT-        1741.248 (meters)          (02/10/07) ADJUSTED
 ER0461  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 ER0461
 ER0461  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 ER0461  Type    PID    Designation                      North   East  Ellip
 ER0461  -------------------------------------------------------------------
 ER0461  NETWORK ER0461 ZION                              0.90   0.78   2.33
 ER0461  -------------------------------------------------------------------
 ER0461
 ER0461.The horizontal coordinates were established by GPS observations
 ER0461.and adjusted by the National Geodetic Survey in February 2007.
 ER0461
 ER0461.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 ER0461.See www.ngs.noaa.gov/NationalReadjustment for more information.
 ER0461.The horizontal coordinates are valid at the epoch date displayed above.
 ER0461.The epoch date for horizontal control is a decimal equivalence
 ER0461.of Year/Month/Day.
 ER0461
 ER0461.The orthometric height was determined by GPS observations and a
 ER0461.high-resolution geoid model.
 ER0461
 ER0461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ER0461
 ER0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0461
 ER0461.The ellipsoidal height was determined by GPS observations
 ER0461.and is referenced to NAD 83.
 ER0461
 ER0461.The geoid height was determined by GEOID03.
 ER0461
 ER0461;                    North         East     Units Scale Factor Converg.
 ER0461;SPC AZ E     -   395,038.146   289,012.654   MT  0.99997052   +0 28 03.6
 ER0461;SPC AZ E     - 1,296,056.91    948,204.25   iFT  0.99997052   +0 28 03.6
 ER0461;UTM  12      - 3,825,461.157   652,084.808   MT  0.99988510   +0 56 26.0
 ER0461
 ER0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0461!SPC AZ E     -   0.99972674  x   0.99997052  =   0.99969727
 ER0461!UTM  12      -   0.99972674  x   0.99988510  =   0.99961187
 ER0461
 ER0461|---------------------------------------------------------------------|
 ER0461| PID    Reference Object                     Distance      Geod. Az  |
 ER0461|                                                           dddmmss.s |
 ER0461| CD3884 ZION RM 1                            13.215 METERS 01224     |
 ER0461| ER0459 CORONADO GENERATING STA STACK       APPROX. 6.7 KM 0723800.4 |
 ER0461| CD3885 ZION RM 2                            12.790 METERS 19416     |
 ER0461|---------------------------------------------------------------------|
 ER0461
 ER0461                          SUPERSEDED SURVEY CONTROL
 ER0461
 ER0461  ELLIP H (08/22/01) 1741.256  (m)                       GP(       ) 4 1
 ER0461  ELLIP H (09/26/97) 1741.299  (m)                       GP(       ) 4 1
 ER0461  NAD 83(1992)-  34 33 34.77918(N)    109 20 32.14536(W) AD(       ) 2
 ER0461  NAD 83(1986)-  34 33 34.77856(N)    109 20 32.15375(W) AD(       ) 2
 ER0461  NAD 27      -  34 33 34.64394(N)    109 20 29.77781(W) AD(       ) 2
 ER0461  NGVD 29 (07/19/86) 1764.2    (m)         5788.     (f) VERT ANG    3  
 ER0461
 ER0461.Superseded values are not recommended for survey control.
 ER0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0461.See file dsdata.txt to determine how the superseded data were derived.
 ER0461
 ER0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5208525461(NAD 83)
 ER0461_MARKER: DD = SURVEY DISK
 ER0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0461_STAMPING: ZION 1979
 ER0461_MARK LOGO: AZDT  
 ER0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 ER0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0461+STABILITY: SURFACE MOTION
 ER0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0461+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 ER0461
 ER0461  HISTORY     - Date     Condition        Report By
 ER0461  HISTORY     - 1979     MONUMENTED       AZDT
 ER0461  HISTORY     - 19970515 GOOD             NGS
 ER0461
 ER0461                          STATION DESCRIPTION
 ER0461
 ER0461'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0461'THE STATION IS LOCATED ABOUT 5 MILES EAST NORTHEAST OF ST. JOHNS ALONG
 ER0461'THE WEST R/W OF HWY. 61 AND 666 ON A LOW RIDGE ABOVE A HWY. CUTBANK.
 ER0461'
 ER0461'THE STATION MARK IS AN ADOT HWY. DIVISION DISK STAMPED---ZION 1979
 ER0461'---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 51 FEET WEST OF
 ER0461'HWY. CENTERLINE MARKED WITH A WITNESS POST AND SIGN 2.2 FEET WEST OF
 ER0461'STATION.
 ER0461'
 ER0461'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---ZION RM 1
 ER0461'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 52 FEET WEST
 ER0461'OF HWY. CENTERLINE.
 ER0461'
 ER0461'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---ZION RM 2
 ER0461'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 52 FEET
 ER0461'WEST OF HWY. CENTERLINE.
 ER0461'
 ER0461'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 180-66 AND 61 IN ST.
 ER0461'JOHNS, TRAVEL NORTH ON HWY. 61 FOR 4.20 MILES TO MILE POST 319.93 AND
 ER0461'THE STATION ON THE LEFT.  GO THROUGH A GATE JUST NORTH OF STATION.
 ER0461
 ER0461                          STATION RECOVERY (1997)
 ER0461
 ER0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 ER0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15 MAY 1997 (WCW) .
 ER0461'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH CHANGES.  THE STATION IS
 ER0461'LOCATED ON THE WEST RIGHT OF WAY OF COMBINED US HIGHWAY 191 AND STATE
 ER0461'HIGHWAY 61, WITH THE TO REACH BEGINNING AT THE JUNCTION OF COMBINED US
 ER0461'HIGHWAYS 180 AND 191 WITH STATE HIGHWAY 61 (COMMERCE ST) ON THE EAST
 ER0461'SIDE OF ST JOHNS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DW0948 ***********************************************************************
 DW0948  DESIGNATION -  ZON
 DW0948  PID         -  DW0948
 DW0948  STATE/COUNTY-  AZ/LA PAZ
 DW0948  USGS QUAD   -  PALO VERDE (1975)
 DW0948
 DW0948                         *CURRENT SURVEY CONTROL
 DW0948  ___________________________________________________________________
 DW0948* NAD 83(1992)-  33 22 34.68104(N)    114 42 01.90511(W)     ADJUSTED  
 DW0948* NAVD 88     -        72.9    (meters)     239.     (feet)  VERTCON   
 DW0948  ___________________________________________________________________
 DW0948  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DW0948  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DW0948  HORZ ORDER  -  THIRD
 DW0948
 DW0948.The horizontal coordinates were established by classical geodetic methods
 DW0948.and adjusted by the National Geodetic Survey in August 1993.
 DW0948
 DW0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0948
 DW0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0948
 DW0948.The geoid height was determined by GEOID03.
 DW0948
 DW0948;                    North         East     Units Scale Factor Converg.
 DW0948;SPC AZ W     -   263,894.428   124,913.270   MT  1.00002975   -0 31 22.6
 DW0948;SPC AZ W     -   865,795.37    409,820.44   iFT  1.00002975   -0 31 22.6
 DW0948;SPC CA 6     -   635,222.889 2,144,173.340   MT  0.99995441   +0 51 05.3
 DW0948;SPC CA 6     - 2,084,060.43  7,034,675.37   sFT  0.99995441   +0 51 05.3
 DW0948;UTM  11      - 3,695,367.130   713,913.344   MT  1.00016419   +1 15 55.8
 DW0948
 DW0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0948!SPC AZ W     -   0.99999376  x   1.00002975  =   1.00002351
 DW0948!SPC CA 6     -   0.99999376  x   0.99995441  =   0.99994817
 DW0948!UTM  11      -   0.99999376  x   1.00016419  =   1.00015795
 DW0948
 DW0948|---------------------------------------------------------------------|
 DW0948| PID    Reference Object                     Distance      Geod. Az  |
 DW0948|                                                           dddmmss.s |
 DW0948| CF1827 ZON RM 1                             12.972 METERS 00149     |
 DW0948| CF1826 ZON AZ MK                                          0932354.0 |
 DW0948| CF1828 ZON RM 2                             14.343 METERS 17725     |
 DW0948|---------------------------------------------------------------------|
 DW0948
 DW0948                          SUPERSEDED SURVEY CONTROL
 DW0948
 DW0948  NAD 83(1986)-  33 22 34.68378(N)    114 42 01.91043(W) AD(       ) 3
 DW0948  NAD 27      -  33 22 34.57293(N)    114 41 59.06110(W) AD(       ) 3
 DW0948  NGVD 29 (07/19/86)   72.2    (m)          237.     (f) VERT ANG    3  
 DW0948
 DW0948.Superseded values are not recommended for survey control.
 DW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0948.See file dsdata.txt to determine how the superseded data were derived.
 DW0948
 DW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1391395367(NAD 83)
 DW0948_MARKER: DS = TRIANGULATION STATION DISK
 DW0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DW0948
 DW0948  HISTORY     - Date     Condition        Report By
 DW0948  HISTORY     - 1964     MONUMENTED       CGS
 DW0948
 DW0948                          STATION DESCRIPTION
 DW0948
 DW0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB)
 DW0948'THE STATION IS LOCATED 17 MILES SOUTH-SOUTHWEST OF BLYTHE,
 DW0948'10-1/2 MILES SOUTHWEST OF RIPLEY, AND 6 MILES SOUTH-SOUTHEAST
 DW0948'OF PALO VERDE.  IT IS ABOUT 100 FEET NORTH OF A GRAVELED,
 DW0948'SECTION LINE ROAD AND IN THE NORTH-SOUTH FENCE LINE ALONG
 DW0948'THE LOW BANK OF AN IRRIGATION DITCH BETWEEN TWO CULTIVATED
 DW0948'FIELDS.  THE LAND IS STATE OWNED BUT IS LEASED BY BILL AND
 DW0948'DON CHRISMER.
 DW0948'
 DW0948'TO REACH THE STATION FROM THE POST OFFICE IN RIPLEY, GO WEST
 DW0948'ON BROADWAY ABOUT 50 YARDS TO NEIGHBOURS BLVD.  TURN LEFT
 DW0948'AND GO SOUTH 7.9 MILES TO THE CIBOLA TOLL BRIDGE OVER THE
 DW0948'COLORADO RIVER.  CONTINUE SOUTH 0.6 MILE ON GRAVELED ROAD TO A
 DW0948'CROSSROAD.  TURN RIGHT AND GO WEST 2.0 MILES TO A GRAVELED
 DW0948'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 2.0 MILES TO A
 DW0948'GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST 0.3 MILE TO A
 DW0948'GATE INTO FIELD ON RIGHT AND THE AZIMUTH MARK.  CONTINUE
 DW0948'WEST 0.3 MILE TO ANOTHER GATE INTO FIELD ON RIGHT AND THE
 DW0948'STATION.
 DW0948'
 DW0948'THE STATION MARK IS A STANDARD DISK STAMPED ZON 1964 CEMENTED
 DW0948'IN THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER PROJECTING
 DW0948'3 INCHES ABOVE GROUND.  IT IS 25 FEET EAST OF AN IRRIGATION
 DW0948'DITCH, 7.3 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH
 DW0948'SIGN, AND 3.0 FEET WEST OF A WIRE FENCE.
 DW0948'
 DW0948'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ZON NO
 DW0948'1 1964 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 DW0948'CYLINDER PROJECTING 4 INCHES ABOVE GROUND.  IT IS 27 FEET
 DW0948'EAST OF THE IRRIGATION DITCH, AND 1.0 FOOT WEST OF THE WIRE
 DW0948'FENCE.
 DW0948'
 DW0948'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ZON
 DW0948'NO 2 1964 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 DW0948'CYLINDER PROJECTING 3 INCHES ABOVE GROUND.  IT IS 38 FEET
 DW0948'NORTH OF A FENCE GATE POST, 28 FEET EAST-SOUTHEAST OF THE
 DW0948'SOUTH END OF THE IRRIGATION DITCH, AND 1.0 FOOT WEST OF THE
 DW0948'WIRE FENCE.
 DW0948'
 DW0948'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ZON 1964 CEMENTED
 DW0948'IN THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER PROJECTING 3
 DW0948'INCHES ABOVE GROUND.  IT IS 65 FEET NORTH OF THE CENTER OF A
 DW0948'GRAVELED SECTION LINE ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST
 DW0948'WITH SIGN, AND 1.0 FOOT WEST OF THE NORTH GATE POST OF A WIRE
 DW0948'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DV2255 ***********************************************************************
 DV2255  DESIGNATION -  ZONA
 DV2255  PID         -  DV2255
 DV2255  STATE/COUNTY-  AZ/MARICOPA
 DV2255  USGS QUAD   -  SUNNYSLOPE (1982)
 DV2255
 DV2255                         *CURRENT SURVEY CONTROL
 DV2255  ___________________________________________________________________
 DV2255* NAD 83(2007)-  33 31 26.50153(N)    112 01 47.98978(W)     ADJUSTED  
 DV2255* NAVD 88     -       381.0    (meters)    1250.     (feet)  VERTCON   
 DV2255  ___________________________________________________________________
 DV2255  EPOCH DATE  -        2007.00
 DV2255  X           -  -1,996,573.668 (meters)                     COMP
 DV2255  Y           -  -4,934,253.978 (meters)                     COMP
 DV2255  Z           -   3,502,750.336 (meters)                     COMP
 DV2255  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 DV2255  ELLIP HEIGHT-         351.277 (meters)          (02/10/07) ADJUSTED
 DV2255  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DV2255
 DV2255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DV2255  Type    PID    Designation                      North   East  Ellip
 DV2255  -------------------------------------------------------------------
 DV2255  NETWORK DV2255 ZONA                              2.67   2.08   5.33
 DV2255  -------------------------------------------------------------------
 DV2255
 DV2255.The horizontal coordinates were established by GPS observations
 DV2255.and adjusted by the National Geodetic Survey in February 2007.
 DV2255
 DV2255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DV2255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DV2255.The horizontal coordinates are valid at the epoch date displayed above.
 DV2255.The epoch date for horizontal control is a decimal equivalence
 DV2255.of Year/Month/Day.
 DV2255
 DV2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DV2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DV2255
 DV2255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DV2255
 DV2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DV2255
 DV2255.The ellipsoidal height was determined by GPS observations
 DV2255.and is referenced to NAD 83.
 DV2255
 DV2255.The geoid height was determined by GEOID03.
 DV2255
 DV2255;                    North         East     Units Scale Factor Converg.
 DV2255;SPC AZ C     -   279,870.993   202,833.003   MT  0.99990137   -0 03 45.3
 DV2255;SPC AZ C     -   918,211.92    665,462.61   iFT  0.99990137   -0 03 45.3
 DV2255;UTM  12      - 3,709,858.050   404,352.743   MT  0.99971278   -0 34 08.0
 DV2255
 DV2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DV2255!SPC AZ C     -   0.99994486  x   0.99990137  =   0.99984623
 DV2255!UTM  12      -   0.99994486  x   0.99971278  =   0.99965765
 DV2255
 DV2255                          SUPERSEDED SURVEY CONTROL
 DV2255
 DV2255  ELLIP H (06/11/02)  351.315  (m)                       GP(       ) 4 2
 DV2255  NAD 83(1992)-  33 31 26.50002(N)    112 01 47.98907(W) AD(       ) 1
 DV2255  ELLIP H (08/23/93)  351.406  (m)                       GP(       ) 4 2
 DV2255  NAD 83(1986)-  33 31 26.49431(N)    112 01 47.99443(W) AD(       ) 1
 DV2255  NGVD 29 (09/11/89)  380.4    (m)         1248.     (f) GPS OBS     3  
 DV2255
 DV2255.Superseded values are not recommended for survey control.
 DV2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DV2255.See file dsdata.txt to determine how the superseded data were derived.
 DV2255
 DV2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC0435309858(NAD 83)
 DV2255_MARKER: DD = SURVEY DISK
 DV2255_SETTING: 0 = UNSPECIFIED SETTING
 DV2255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DV2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DV2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DV2255+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DV2255
 DV2255  HISTORY     - Date     Condition        Report By
 DV2255  HISTORY     - 1986     MONUMENTED       AZDT
 DV2255  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 DV2255  HISTORY     - 20061201 MARK NOT FOUND   GEOCAC
 DV2255
 DV2255                          STATION DESCRIPTION
 DV2255
 DV2255'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
 DV2255'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST OF DOWNTOWN
 DV2255'PHOENIX, ARIZONA, AND ABOUT 10.5 KM (6.5 MI) NORTHWEST OF
 DV2255'SCOTTSDALE, ARIZONA.
 DV2255'
 DV2255'TO REACH THE STATION FROM THE INTERSECTION OF CAMELBACK ROAD AND
 DV2255'24TH STREET, GO NORTH ON 24TH STREET FOR 1.6 KM (1.0 MI) TO THE
 DV2255'STATION ON THE LEFT IN THE MEDIAN OF A CANAL BRIDGE.
 DV2255'
 DV2255'THE STATION IS A STANDARD AGS DISK
 DV2255'STAMPED---ZONA 1986---,
 DV2255'SET IN A STEM HOLE IN A CONCRETE MEDIAN.  LOCATED
 DV2255'0.6 METERS (2.0 FT) EAST FROM THE WEST SIDE OF THE 24TH STREET
 DV2255'MEDIAN,
 DV2255'2.35 METERS (7.7 FT) WEST FROM THE EAST SIDE OF THE 24TH STREET
 DV2255'MEDIAN,
 DV2255'1.16 METERS (3.8 FT) NORTH FROM THE SOUTH END OF THE MEDIAN OF THE
 DV2255'CANAL BRIDGE,
 DV2255'4.57 METERS (15 FT) EAST FROM THE CENTERLINE OF THE SOUTHBOUND LANE
 DV2255'OF 24TH STREET.
 DV2255
 DV2255                          STATION RECOVERY (1995)
 DV2255
 DV2255'RECOVERY NOTE BY US POWER SQUADRON 1995
 DV2255'MARK NOT FOUND.
 DV2255
 DV2255                          STATION RECOVERY (2006)
 DV2255
 DV2255'RECOVERY NOTE BY GEOCACHING 2006 (ACM)
 DV2255'MARK NOT RECOVERED. A CAREFUL SEARCH REVEALED NO EVIDENCE OF THE MARK.
 DV2255' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CF0402 ***********************************************************************
 CF0402  DESIGNATION -  ZONA
 CF0402  PID         -  CF0402
 CF0402  STATE/COUNTY-  AZ/COCHISE
 CF0402  USGS QUAD   -  RODEO (1987)
 CF0402
 CF0402                         *CURRENT SURVEY CONTROL
 CF0402  ___________________________________________________________________
 CF0402* NAD 83(1992)-  31 48 36.96824(N)    109 02 57.78936(W)     ADJUSTED  
 CF0402* NAVD 88     -      1267.30   (+/-2cm)    4157.8    (feet)  VERTCON   
 CF0402  ___________________________________________________________________
 CF0402  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CF0402  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CF0402  HORZ ORDER  -  SECOND
 CF0402  VERT ORDER  -  THIRD ? (See Below)
 CF0402
 CF0402.The horizontal coordinates were established by classical geodetic methods
 CF0402.and adjusted by the National Geodetic Survey in August 1993.
 CF0402
 CF0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0402.The vertical order pertains to the NGVD 29 superseded value.
 CF0402
 CF0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0402
 CF0402.The geoid height was determined by GEOID03.
 CF0402
 CF0402;                    North         East     Units Scale Factor Converg.
 CF0402;SPC AZ E     -    90,374.479   319,144.614   MT  1.00003797   +0 35 20.3
 CF0402;SPC AZ E     -   296,504.20  1,047,062.38   iFT  1.00003797   +0 35 20.3
 CF0402;SPC NM W     -    90,476.381   714,861.101   MT  1.00008011   -0 38 27.8
 CF0402;SPC NM W     -   296,837.93  2,345,340.13   sFT  1.00008011   -0 38 27.8
 CF0402;UTM  12      - 3,521,062.852   684,640.287   MT  1.00002047   +1 01 42.5
 CF0402
 CF0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0402!SPC AZ E     -   0.99980520  x   1.00003797  =   0.99984316
 CF0402!SPC NM W     -   0.99980520  x   1.00008011  =   0.99988529
 CF0402!UTM  12      -   0.99980520  x   1.00002047  =   0.99982566
 CF0402
 CF0402|---------------------------------------------------------------------|
 CF0402| PID    Reference Object                     Distance      Geod. Az  |
 CF0402|                                                           dddmmss.s |
 CF0402| CS5474 ZONA RM 1                            10.641 METERS 03234     |
 CF0402| CS5475 ZONA RM 2                            10.580 METERS 20624     |
 CF0402|---------------------------------------------------------------------|
 CF0402
 CF0402                          SUPERSEDED SURVEY CONTROL
 CF0402
 CF0402  NAD 83(1986)-  31 48 36.96955(N)    109 02 57.78003(W) AD(       ) 2
 CF0402  NGVD 29 (03/13/91) 1266.46   (m)         4155.0    (f) LEVELING    3  
 CF0402
 CF0402.Superseded values are not recommended for survey control.
 CF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0402.See file dsdata.txt to determine how the superseded data were derived.
 CF0402
 CF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA8464021063(NAD 83)
 CF0402_MARKER: DS = TRIANGULATION STATION DISK
 CF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0402+STABILITY: SURFACE MOTION
 CF0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0402+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 CF0402
 CF0402  HISTORY     - Date     Condition        Report By
 CF0402  HISTORY     - 1982     MONUMENTED       AZDT
 CF0402  HISTORY     - 20081125 GOOD             INDIV
 CF0402
 CF0402                          STATION DESCRIPTION
 CF0402
 CF0402'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 CF0402'THE STATION IS LOCATED 2 MILES SOUTHWEST OF RODEO, NEW MEXICO ALONG
 CF0402'U.S. HIGHWAY 80.
 CF0402'
 CF0402'THE STATION MARK IS AN AZDT DISK STAMPED---ZONA 1982---.  IT IS SET IN
 CF0402'TOP OF A 10 INCH CONCRETE MONUMENT.  IT IS ABOUT 150 FEET SOUTHWEST OF
 CF0402'THE ARIZONA-NEW MEXICO STATE LINE. 45 FEET SOUTHEAST OF THE CENTER
 CF0402'LINE OF THE HIGHWAY AND 4 FEET EAST OF THE WITNESS POST.
 CF0402'
 CF0402'REFERENCE MARK 1 IS AN AZDT DISK STAMPED---ZONA RM 1 1982---.  IT IS
 CF0402'SET IN TOP OF A CONCRETE MONUMENT 1 FOOT SOUTHEAST OF A WITNESS POST.
 CF0402'
 CF0402'REFERENCE MARK 2 IS AN AZDT DISK STAMPED---ZONA RM 2 1982---.  IT IS
 CF0402'SET IN TOP OF A CONCRETE MONUMENT 1 FOOT SOUTHEAST OF A WITNESS POST.
 CF0402'
 CF0402'TO REACH THE STATION FROM THE POST OFFICE IN RODEO, NEW MEXICO TRAVEL
 CF0402'SOUTHWEST ALONG U.S. HIGHWAY 80 FOR 2.1 MILES TO THE STATION ON THE
 CF0402'LEFT AT MILE POST 415.35.
 CF0402
 CF0402                          STATION RECOVERY (2008)
 CF0402
 CF0402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ILH)
 CF0402'ORTHO HGT 1267.050M
 CF0402'RM 1 CS5474 207.0118 AT 10.582M
 CF0402'RM 2 CS5475 33.3150 AT 10.442M
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CY1185 ***********************************************************************
 CY1185  DESIGNATION -  ZOS
 CY1185  PID         -  CY1185
 CY1185  STATE/COUNTY-  AZ/COCHISE
 CY1185  USGS QUAD   -  SIMMONS PEAK (1978)
 CY1185
 CY1185                         *CURRENT SURVEY CONTROL
 CY1185  ___________________________________________________________________
 CY1185* NAD 83(1992)-  32 11 07.69700(N)    109 41 05.96853(W)     ADJUSTED  
 CY1185* NAVD 88     -      1416.1    (meters)    4646.     (feet)  VERTCON   
 CY1185  ___________________________________________________________________
 CY1185  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 CY1185  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CY1185  HORZ ORDER  -  FIRST
 CY1185
 CY1185.The horizontal coordinates were established by classical geodetic methods
 CY1185.and adjusted by the National Geodetic Survey in August 1993.
 CY1185
 CY1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1185
 CY1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1185
 CY1185.The geoid height was determined by GEOID03.
 CY1185
 CY1185;                    North         East     Units Scale Factor Converg.
 CY1185;SPC AZ E     -   131,533.292   258,778.853   MT  0.99992543   +0 15 23.7
 CY1185;SPC AZ E     -   431,539.67    849,011.98   iFT  0.99992543   +0 15 23.7
 CY1185;UTM  12      - 3,561,751.923   623,963.664   MT  0.99978951   +0 42 02.0
 CY1185
 CY1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1185!SPC AZ E     -   0.99978190  x   0.99992543  =   0.99970735
 CY1185!UTM  12      -   0.99978190  x   0.99978951  =   0.99957146
 CY1185
 CY1185|---------------------------------------------------------------------|
 CY1185| PID    Reference Object                     Distance      Geod. Az  |
 CY1185|                                                           dddmmss.s |
 CY1185| CC7692 ZOS RM 1                             17.720 METERS 00605     |
 CY1185| CC7693 ZOS RM 2                              7.544 METERS 08345     |
 CY1185| CC7691 ZOS AZ MK                                          2871925.5 |
 CY1185|---------------------------------------------------------------------|
 CY1185
 CY1185                          SUPERSEDED SURVEY CONTROL
 CY1185
 CY1185  NAD 83(1986)-  32 11 07.69142(N)    109 41 05.96414(W) AD(       ) 1
 CY1185  NAD 27      -  32 11 07.41200(N)    109 41 03.73100(W) AD(       ) 1
 CY1185  NGVD 29 (07/19/86) 1415.3    (m)         4643.     (f) VERT ANG    3  
 CY1185
 CY1185.Superseded values are not recommended for survey control.
 CY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1185.See file dsdata.txt to determine how the superseded data were derived.
 CY1185
 CY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA2396461752(NAD 83)
 CY1185_MARKER: DS = TRIANGULATION STATION DISK
 CY1185_SETTING: 66 = SET IN ROCK OUTCROP
 CY1185
 CY1185  HISTORY     - Date     Condition        Report By
 CY1185  HISTORY     - 1945     MONUMENTED       CGS
 CY1185
 CY1185                          STATION DESCRIPTION
 CY1185
 CY1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY1185'STATION IS LOCATED ABOUT 10 MILES (AIR LINE) SE OF WILLCOX,
 CY1185'4-1/2 MILES W OF DOS CABEZOS, ON A SMALL HILL JUST S OF THE
 CY1185'WILLCOX-DOS CABEZOS ROAD.
 CY1185'
 CY1185'TO REACH THE STATION FROM THE POST OFFICE IN WILLCOX, GO SE
 CY1185'ON THE MAIN ROAD FOR 6.2 MILES TO A FORK.  TAKE THE LEFT FORK
 CY1185'AND GO 2.05 MILES TO A CATTLE GUARD AND AZIMUTH MARK ON THE
 CY1185'LEFT.  CONTINUE FOR 2.4 MILES ON THE MAIN ROAD, THEN TURN
 CY1185'OFF THE ROAD AND GO 0.1 MILE TO A GATE IN THE FENCE ON THE S
 CY1185'SIDE OF THE ROAD.  PASS THROUGH THE GATE AND DRIVE CROSS
 CY1185'COUNTRY TOWARD THE SADDLE TO THE LEFT OF THE STATION (STATION
 CY1185'IS ON THE SMALL HILL NEAREST THE ROAD).  GO IN A SE DIRECTION
 CY1185'FOR ABOUT 1/2 MILE.  FROM THE SADDLE PACK TO THE TOP OF THE
 CY1185'HILL AND STATION.
 CY1185'
 CY1185'THE STATION IS LOCATED AT THE S END OF THE TOP OF A LOW BUT
 CY1185'SHARP RIDGE OF GREY ROCK ABOUT 1/4 MILE SSW OF A GRADED ROAD
 CY1185'BETWEEN WILLCOX AND DOS CABEZOS.  IT IS MARKED BY A BRONZE
 CY1185'STATION DISK STAMPED ZOS 1945 AND IS SET IN A DRILL HOLE IN
 CY1185'BEDROCK.
 CY1185'
 CY1185'REFERENCE MARK 1 IS N OF THE STATION AND ABOUT 2 FEET LOWER.  IT
 CY1185'IS A BRONZE REFERENCE DISK STAMPED ZOS NO 1 1945 AND IS SET
 CY1185'IN A DRILL HOLE IN BEDROCK.
 CY1185'
 CY1185'REFERENCE MARK 2 IS E OF THE STATION AND ABOUT 3-1/2 FEET
 CY1185'LOWER.  IT IS A BRONZE REFERENCE DISK STAMPED ZOS NO 2 1945
 CY1185'AND IS SET IN A DRILL HOLE IN BEDROCK.
 CY1185'
 CY1185'AZIMUTH MARK IS 2-1/4 MILES WNW OF THE STATION, 52-1/2 FEET
 CY1185'N OF THE CENTER OF A GRADED ROAD (WILLCOX-DOS CABEZOS ROAD)
 CY1185'23-1/3 FEET W OF A N-S FENCE, 9-3/4 FEET NNE OF A 4 INCH
 CY1185'SQUARE WHITE WITNESS POST FASTENED TO THE N RIGHT-OF-WAY
 CY1185'FENCE, AND 4-1/4 FEET N OF THE N ROAD RIGHT-OF-WAY FENCE.
 CY1185'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK DISK STAMPED
 CY1185'4272 WA 45 1940 AND IS SET IN THE TOP OF A SMALL SQUARE
 CY1185'CONCRETE POST WHICH PROJECTS 9 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 ER0458 ***********************************************************************
 ER0458  DESIGNATION -  ZUNI
 ER0458  PID         -  ER0458
 ER0458  STATE/COUNTY-  AZ/APACHE
 ER0458  USGS QUAD   -  SCHNEBLY WELL (1984)
 ER0458
 ER0458                         *CURRENT SURVEY CONTROL
 ER0458  ___________________________________________________________________
 ER0458* NAD 83(1992)-  34 39 29.32224(N)    109 17 43.01295(W)     ADJUSTED  
 ER0458* NAVD 88     -      1785.14   (+/-2cm)    5856.7    (feet)  VERTCON   
 ER0458  ___________________________________________________________________
 ER0458  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 ER0458  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ER0458  HORZ ORDER  -  SECOND
 ER0458  VERT ORDER  -  THIRD ? (See Below)
 ER0458
 ER0458.The horizontal coordinates were established by classical geodetic methods
 ER0458.and adjusted by the National Geodetic Survey in August 1993.
 ER0458
 ER0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0458.The vertical order pertains to the NGVD 29 superseded value.
 ER0458
 ER0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0458
 ER0458.The geoid height was determined by GEOID03.
 ER0458
 ER0458;                    North         East     Units Scale Factor Converg.
 ER0458;SPC AZ E     -   405,998.898   293,229.692   MT  0.99997860   +0 29 44.0
 ER0458;SPC AZ E     - 1,332,017.38    962,039.67   iFT  0.99997860   +0 29 44.0
 ER0458;UTM  12      - 3,836,455.485   656,210.790   MT  0.99990077   +0 58 10.7
 ER0458
 ER0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0458!SPC AZ E     -   0.99972351  x   0.99997860  =   0.99970212
 ER0458!UTM  12      -   0.99972351  x   0.99990077  =   0.99962431
 ER0458
 ER0458:                Primary Azimuth Mark                     Grid Az
 ER0458:SPC AZ E     -  SALT                                     202 51 45.3
 ER0458:UTM  12      -  SALT                                     202 23 18.6
 ER0458
 ER0458|---------------------------------------------------------------------|
 ER0458| PID    Reference Object                     Distance      Geod. Az  |
 ER0458|                                                           dddmmss.s |
 ER0458| ER0460 SALT                                APPROX. 6.2 KM 2032129.3 |
 ER0458| CD3890 ZUNI RM 1                             7.465 METERS 25142     |
 ER0458| CD3891 ZUNI RM 2                             8.074 METERS 33859     |
 ER0458|---------------------------------------------------------------------|
 ER0458
 ER0458                          SUPERSEDED SURVEY CONTROL
 ER0458
 ER0458  NAD 83(1986)-  34 39 29.32188(N)    109 17 43.02189(W) AD(       ) 2
 ER0458  NAD 27      -  34 39 29.19243(N)    109 17 40.65310(W) AD(       ) 2
 ER0458  NGVD 29 (07/19/86) 1784.28   (m)         5853.9    (f) LEVELING    3  
 ER0458
 ER0458.Superseded values are not recommended for survey control.
 ER0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0458.See file dsdata.txt to determine how the superseded data were derived.
 ER0458
 ER0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD5621136455(NAD 83)
 ER0458_MARKER: DD = SURVEY DISK
 ER0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0458+STABILITY: SURFACE MOTION
 ER0458
 ER0458  HISTORY     - Date     Condition        Report By
 ER0458  HISTORY     - 1979     MONUMENTED       AZDT
 ER0458  HISTORY     - 1982     GOOD             AZDT
 ER0458
 ER0458                          STATION DESCRIPTION
 ER0458
 ER0458'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1979 (GH)
 ER0458'THE STATION IS LOCATED ABOUT 11 MILES EAST NORTHEAST OF ST. JOHNS
 ER0458'ALONG THE WEST SIDE OF US HWY. 666 AND STATE ROUTE 61 JUST OUTSIDE THE
 ER0458'WEST R/W FENCE LINE.
 ER0458'
 ER0458'THE STATION MARK IS AN ADOT HWY. DIVISION DISK STAMPED---ZUNI 1979
 ER0458'---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 50 FEET WEST OF
 ER0458'HWY. CENTERLINE, 4 FEET WEST OF R/W FENCE AND IS MARKED BY A WITNESS
 ER0458'POST AND SIGN 2.6 FEET WEST OF STATION.
 ER0458'
 ER0458'REFERENCE MARK 1 IS AN ADOT HWY. DIVISION DISK STAMPED---ZUNI RM 1
 ER0458'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 28 FEET
 ER0458'WEST OF R/W FENCE.
 ER0458'
 ER0458'REFERENCE MARK 2 IS AN ADOT HWY. DIVISION DISK STAMPED---ZUNI RM 2
 ER0458'1979---AND IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT 25 FEET
 ER0458'WEST OF R/W FENCE.
 ER0458'
 ER0458'TO REACH THE STATION FROM THE JUNCTION OF US HWY. 180 AND 666 AND
 ER0458'STATE HWY. 61 IN ST. JOHNS, TRAVEL NORTH ON HWY. 61 FOR 11.40 MILES TO
 ER0458'MILE POST 327.15 AND THE STATION ON THE LEFT ON THE TOP OF A R9475.
 ER0458
 ER0458                          STATION RECOVERY (1982)
 ER0458
 ER0458'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1982 (GH)
 ER0458'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 ER0458'1977.  ALL MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CG0664 ***********************************************************************
 CG0664  DESIGNATION -  ZZ 112
 CG0664  PID         -  CG0664
 CG0664  STATE/COUNTY-  AZ/PIMA
 CG0664  USGS QUAD   -  CHIULI SHAIK (1982)
 CG0664
 CG0664                         *CURRENT SURVEY CONTROL
 CG0664  ___________________________________________________________________
 CG0664* NAD 83(1986)-  31 49 56.     (N)    111 39 08.     (W)     SCALED    
 CG0664* NAVD 88     -       990.25   (+/-2cm)    3248.8    (feet)  VERTCON   
 CG0664  ___________________________________________________________________
 CG0664  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CG0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CG0664
 CG0664.The horizontal coordinates were scaled from a topographic map and have
 CG0664.an estimated accuracy of +/- 6 seconds.
 CG0664
 CG0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG0664.The vertical order pertains to the NGVD 29 superseded value.
 CG0664
 CG0664.The geoid height was determined by GEOID03.
 CG0664
 CG0664;                    North         East    Units  Estimated Accuracy
 CG0664;SPC AZ C     -    92,300.      238,390.      MT  (+/- 180 meters Scaled)
 CG0664
 CG0664                          SUPERSEDED SURVEY CONTROL
 CG0664
 CG0664  NGVD 29 (??/??/92)  989.476  (m)         3246.31   (f) ADJ UNCH    2 0
 CG0664
 CG0664.Superseded values are not recommended for survey control.
 CG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG0664.See file dsdata.txt to determine how the superseded data were derived.
 CG0664
 CG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RVA382220(NAD 83)
 CG0664_MARKER: DB = BENCH MARK DISK
 CG0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CG0664_STAMPING: ZZ 112 1935
 CG0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG0664+STABILITY: SURFACE MOTION
 CG0664
 CG0664  HISTORY     - Date     Condition        Report By
 CG0664  HISTORY     - 1935     MONUMENTED       CGS
 CG0664  HISTORY     - 1952     GOOD             NGS
 CG0664
 CG0664                          STATION DESCRIPTION
 CG0664
 CG0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CG0664'11.7 MI E FROM TOPAWA.
 CG0664'8.9 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND MISSION AT
 CG0664'TOPAWA, THENCE 2.8 MILES NORTHEAST ALONG BABOQUIVARI FOOT HILLS ROAD,
 CG0664'AT A Y JUNCTION, WITH THE FRESNAL CANYON ROAD LEADING EAST, 49 FEET
 CG0664'NORTHEAST OF THE CENTER OF THE JUNCTION, 33 1/2 FEET EAST OF THE
 CG0664'CENTER LINE OF THE ROAD, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 CG0664'THE FRESNAL CANYON ROAD, 1.6 FEET NORTHWEST OF A FENCE LINE, 1.7 FEET
 CG0664'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE MAIN ROAD, AND SET IN THE
 CG0664'TOP OF A CONCRETE POST PROJECTING 1.1 FEET ABOVE THE GROUND, A METAL
 CG0664'TAG ON A STAKE STAMPED 3246.9.

 *** retrieval complete.
